














                                  SURVEY CONTROL DATA
                                
                             STATE=IN
                             [MAY 16, 2026 01:29:1]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0811 ***********************************************************************
 HZ0811  DESIGNATION -  1
 HZ0811  PID         -  HZ0811
 HZ0811  STATE/COUNTY-  IN/SWITZERLAND
 HZ0811  COUNTRY     -  US
 HZ0811  USGS QUAD   -  FLORENCE (2019)
 HZ0811
 HZ0811                         *CURRENT SURVEY CONTROL
 HZ0811  ______________________________________________________________________
 HZ0811* NAD 83(1986) POSITION- 38 46 53.     (N) 084 57 45.     (W)   SCALED
 HZ0811* NAVD 88 ORTHO HEIGHT -   145.402 (meters)      477.04  (feet) ADJUSTED
 HZ0811  ______________________________________________________________________
 HZ0811  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0811  DYNAMIC HEIGHT  -        145.309 (meters)      476.73  (feet) COMP
 HZ0811  MODELED GRAVITY -    979,991.6   (mgal)                       NAVD 88
 HZ0811
 HZ0811  VERT ORDER      -  FIRST     CLASS II
 HZ0811
 HZ0811.The horizontal coordinates were scaled from a map and have
 HZ0811.an estimated accuracy of +/- 6 seconds.
 HZ0811
 HZ0811.The orthometric height was determined by differential leveling and
 HZ0811.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0811.in June 1991.
 HZ0811
 HZ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0811.GEOID18 height accuracy estimate available here.
 HZ0811
 HZ0811.Click photographs - Photos may exist for this station.
 HZ0811
 HZ0811.The dynamic height is computed by dividing the NAVD 88
 HZ0811.geopotential number by the normal gravity value computed on the
 HZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0811.degrees latitude (g = 980.6199 gals.).
 HZ0811
 HZ0811.The modeled gravity was interpolated from observed gravity values.
 HZ0811
 HZ0811;                    North         East    Units  Estimated Accuracy
 HZ0811;SPC IN E     -   392,460.      161,190.      MT  (+/- 180 meters Scaled)
 HZ0811
 HZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH769944(NAD 83)
 HZ0811
 HZ0811                          SUPERSEDED SURVEY CONTROL
 HZ0811
 HZ0811  NGVD 29 (??/??/92)  145.591  (m)          477.66   (f) ADJ UNCH    1 2
 HZ0811
 HZ0811.Superseded values are not recommended for survey control.
 HZ0811
 HZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0811.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0811
 HZ0811_MARKER: DD = SURVEY DISK
 HZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0811_STAMPING: PROPERTY LINE 1 LOUISVILLE DIST.
 HZ0811_MARK LOGO: USACE
 HZ0811_PROJECTION: PROJECTING 20 CENTIMETERS
 HZ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0811+STABILITY: SURFACE MOTION
 HZ0811
 HZ0811  HISTORY     - Date     Condition        Report By
 HZ0811  HISTORY     - UNK      MONUMENTED       USACE
 HZ0811  HISTORY     - 1965     GOOD             CGS
 HZ0811  HISTORY     - 20190915 GOOD             USPSQD
 HZ0811
 HZ0811                          STATION DESCRIPTION
 HZ0811
 HZ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0811'2.1 MI W FROM FLORENCE.
 HZ0811'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 HZ0811'AT FLORENCE, IN SECTION 32, T 1 N, R 2 W, AT THE NORTHEAST
 HZ0811'CORNER OF THE U.S. GOVERNMENT PROPERTY AT THE MARKLAND DAM, 50 FEET
 HZ0811'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE
 HZ0811'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 0.2 FOOT EAST OF A
 HZ0811'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HZ0811'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HZ0811
 HZ0811                          STATION RECOVERY (2019)
 HZ0811
 HZ0811'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1044 ***********************************************************************
 KA1044  DESIGNATION -  1 M
 KA1044  PID         -  KA1044
 KA1044  STATE/COUNTY-  IN/MONTGOMERY
 KA1044  COUNTRY     -  US
 KA1044  USGS QUAD   -  ALAMO (2019)
 KA1044
 KA1044                         *CURRENT SURVEY CONTROL
 KA1044  ______________________________________________________________________
 KA1044* NAD 83(1986) POSITION- 39 52 54.08   (N) 087 04 08.74   (W)   HD_HELD1
 KA1044* NAVD 88 ORTHO HEIGHT -   229.931 (meters)      754.37  (feet) ADJUSTED
 KA1044  ______________________________________________________________________
 KA1044  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 KA1044  DYNAMIC HEIGHT  -        229.803 (meters)      753.95  (feet) COMP
 KA1044  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 KA1044
 KA1044  VERT ORDER      -  SECOND    CLASS 0
 KA1044
 KA1044.The horizontal coordinates were determined by differentially corrected
 KA1044.hand held GPS observations or other comparable positioning techniques
 KA1044.and have an estimated accuracy of +/- 3 meters.
 KA1044
 KA1044.The orthometric height was determined by differential leveling and
 KA1044.adjusted by the NATIONAL GEODETIC SURVEY
 KA1044.in June 1991.
 KA1044
 KA1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1044.GEOID18 height accuracy estimate available here.
 KA1044
 KA1044.Click photographs - Photos may exist for this station.
 KA1044
 KA1044.The dynamic height is computed by dividing the NAVD 88
 KA1044.geopotential number by the normal gravity value computed on the
 KA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1044.degrees latitude (g = 980.6199 gals.).
 KA1044
 KA1044.The modeled gravity was interpolated from observed gravity values.
 KA1044
 KA1044;                    North         East    Units  Estimated Accuracy
 KA1044;SPC IN W     -   514,381.7     901,218.0     MT  (+/- 3 meters HH1 GPS) 
 KA1044
 KA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9409114628(NAD 83)
 KA1044
 KA1044                          SUPERSEDED SURVEY CONTROL
 KA1044
 KA1044  NGVD 29 (??/??/92)  230.02   (m)          754.7    (f) COMPUTED    2 0
 KA1044
 KA1044.Superseded values are not recommended for survey control.
 KA1044
 KA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1044.See file dsdata.pdf to determine how the superseded data were derived.
 KA1044
 KA1044_MARKER: DD = SURVEY DISK
 KA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1044_STAMPING: 754 1 M 1946
 KA1044_MARK LOGO: USGS
 KA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1044+STABILITY: SURFACE MOTION
 KA1044
 KA1044  HISTORY     - Date     Condition        Report By
 KA1044  HISTORY     - 1946     MONUMENTED       USGS
 KA1044  HISTORY     - 1946     GOOD             CGS
 KA1044
 KA1044                          STATION DESCRIPTION
 KA1044
 KA1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1044'1.1 MI W FROM WAVELAND.
 KA1044'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1044'WITH STATE HIGHWAY 59 AT WAVELAND, 380 FEET WEST OF ISAAK E.
 KA1044'WYATTS MAIL BOX, 179 FEET WEST OF THE CENTER OF A GATE TO A BARN
 KA1044'YARD, 30 FEET SOUTHEAST OF A LONE 28 INCH MAPLE TREE, 28.5 FEET
 KA1044'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A WIRE
 KA1044'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA1044'LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KA1044'STANDARD DISK, STAMPED 754 1 M 1946 AND SET IN THE TOP OF A
 KA1044'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0866 ***********************************************************************
 LB0866  DESIGNATION -  100
 LB0866  PID         -  LB0866
 LB0866  STATE/COUNTY-  IN/TIPPECANOE
 LB0866  COUNTRY     -  US
 LB0866  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0866
 LB0866                         *CURRENT SURVEY CONTROL
 LB0866  ______________________________________________________________________
 LB0866* NAD 83(1986) POSITION- 40 25 19.     (N) 086 54 14.     (W)   SCALED
 LB0866* NAVD 88 ORTHO HEIGHT -   164.059 (meters)      538.25  (feet) ADJUSTED
 LB0866  ______________________________________________________________________
 LB0866  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 LB0866  DYNAMIC HEIGHT  -        163.979 (meters)      537.99  (feet) COMP
 LB0866  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 LB0866
 LB0866  VERT ORDER      -  SECOND    CLASS 0
 LB0866
 LB0866.The horizontal coordinates were scaled from a map and have
 LB0866.an estimated accuracy of +/- 6 seconds.
 LB0866
 LB0866.The orthometric height was determined by differential leveling and
 LB0866.adjusted by the NATIONAL GEODETIC SURVEY
 LB0866.in June 1991.
 LB0866
 LB0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0866.GEOID18 height accuracy estimate available here.
 LB0866
 LB0866.Click photographs - Photos may exist for this station.
 LB0866
 LB0866.The dynamic height is computed by dividing the NAVD 88
 LB0866.geopotential number by the normal gravity value computed on the
 LB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0866.degrees latitude (g = 980.6199 gals.).
 LB0866
 LB0866.The modeled gravity was interpolated from observed gravity values.
 LB0866
 LB0866;                    North         East    Units  Estimated Accuracy
 LB0866;SPC IN W     -   574,380.      915,230.      MT  (+/- 180 meters Scaled)
 LB0866
 LB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081745(NAD 83)
 LB0866
 LB0866                          SUPERSEDED SURVEY CONTROL
 LB0866
 LB0866  NGVD 29 (??/??/92)  164.158  (m)          538.58   (f) ADJ UNCH    2 0
 LB0866
 LB0866.Superseded values are not recommended for survey control.
 LB0866
 LB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0866.See file dsdata.pdf to determine how the superseded data were derived.
 LB0866
 LB0866_MARKER: DD = SURVEY DISK
 LB0866_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0866_STAMPING: 100
 LB0866_MARK LOGO: CGS+SS
 LB0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0866
 LB0866  HISTORY     - Date     Condition        Report By
 LB0866  HISTORY     - 1934     MONUMENTED       INGS
 LB0866  HISTORY     - 1935     GOOD             CGS
 LB0866  HISTORY     - 1965     GOOD             CGS
 LB0866
 LB0866                          STATION DESCRIPTION
 LB0866
 LB0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0866'AT WEST LA FAYETTE.
 LB0866'AT WEST LA FAYETTE, TIPPECANOE COUNTY, ALONG STATE STREET (U.S.
 LB0866'HIGHWAY 52), IN THE NORTHWEST CORNER OF INTERSECTION OF STATE
 LB0866'AND NORTH ELLSWORTH STREETS, 0.4 MILE WEST OF BROWN STREET BRIDGE
 LB0866'OVER WABASH RIVER, 10.3 FEET WEST OF THE WEST CURB OF NORTH
 LB0866'ELLSWORTH STREET, 3.6 FEET NORTH OF THE NORTH CURB OF STATE
 LB0866'STREET, AND LEVEL WITH THE SIDEWALK.  A STATE SURVEY STANDARD
 LB0866'DISK, STAMPED 100 AND SET IN THE TOP OF A CONCRETE POST.
 LB0866
 LB0866                          STATION RECOVERY (1965)
 LB0866
 LB0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0389 ***********************************************************************
 ME0389  DESIGNATION -  100 RESET
 ME0389  PID         -  ME0389
 ME0389  STATE/COUNTY-  IN/FULTON
 ME0389  COUNTRY     -  US
 ME0389  USGS QUAD   -  ROCHESTER (2019)
 ME0389
 ME0389                         *CURRENT SURVEY CONTROL
 ME0389  ______________________________________________________________________
 ME0389* NAD 83(1986) POSITION- 41 03 29.     (N) 086 13 01.     (W)   SCALED
 ME0389* NAVD 88 ORTHO HEIGHT -   239.60  (meters)      786.1   (feet) RESET
 ME0389  ______________________________________________________________________
 ME0389  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 ME0389  VERT ORDER      -  THIRD
 ME0389
 ME0389.The horizontal coordinates were scaled from a map and have
 ME0389.an estimated accuracy of +/- 6 seconds.
 ME0389
 ME0389.The orthometric height was computed from unverified reset data.
 ME0389
 ME0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0389.GEOID18 height accuracy estimate available here.
 ME0389
 ME0389.Click photographs - Photos may exist for this station.
 ME0389
 ME0389;                    North         East    Units  Estimated Accuracy
 ME0389;SPC IN E     -   645,150.       53,740.      MT  (+/- 180 meters Scaled)
 ME0389
 ME0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL657454(NAD 83)
 ME0389
 ME0389                          SUPERSEDED SURVEY CONTROL
 ME0389
 ME0389.No superseded survey control is available for this station.
 ME0389
 ME0389_MARKER: DD = SURVEY DISK
 ME0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0389_STAMPING: 100 RESET 1966
 ME0389_MARK LOGO: CGS+SS
 ME0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0389+STABILITY: SURFACE MOTION
 ME0389
 ME0389  HISTORY     - Date     Condition        Report By
 ME0389  HISTORY     - 1966     MONUMENTED       CGS
 ME0389  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0389
 ME0389                          STATION DESCRIPTION
 ME0389
 ME0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 ME0389'AT ROCHESTER.
 ME0389'AT ROCHESTER, ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 25 FROM
 ME0389'THE COUNTY COURTHOUSE, AT THE INTERSECTION OF MACKEY STREET
 ME0389'(NOW WEST 5TH STREET) AND MAIN STREET, IN THE NORTHWEST ANGLE
 ME0389'OF THE INTERSECTION, 24.6 FEET WEST OF THE CENTER LINE OF MAIN
 ME0389'STREET, 33.4 FEET NORTH OF THE CENTER LINE OF 15TH STREET,
 ME0389'16.4 FEET NORTHEAST OF A FIRE HYDRANT, 25.5 FEET NORTHEAST OF A
 ME0389'MAIL COLLECTION BOX, 3.6 FEET WEST OF THE WEST CURB OF MAIN
 ME0389'STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME0389
 ME0389                          STATION RECOVERY (1990)
 ME0389
 ME0389'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1277 ***********************************************************************
 LB1277  DESIGNATION -  100.278
 LB1277  PID         -  LB1277
 LB1277  STATE/COUNTY-  IN/NEWTON
 LB1277  COUNTRY     -  US
 LB1277  USGS QUAD   -  MOROCCO (2019)
 LB1277
 LB1277                         *CURRENT SURVEY CONTROL
 LB1277  ______________________________________________________________________
 LB1277* NAD 83(1986) POSITION- 40 58 30.     (N) 087 26 38.     (W)   SCALED
 LB1277* NAVD 88 ORTHO HEIGHT -   204.823 (meters)      671.99  (feet) ADJUSTED
 LB1277  ______________________________________________________________________
 LB1277  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 LB1277  DYNAMIC HEIGHT  -        204.734 (meters)      671.70  (feet) COMP
 LB1277  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 LB1277
 LB1277  VERT ORDER      -  FIRST     CLASS II
 LB1277
 LB1277.The horizontal coordinates were scaled from a map and have
 LB1277.an estimated accuracy of +/- 6 seconds.
 LB1277
 LB1277.The orthometric height was determined by differential leveling and
 LB1277.adjusted by the NATIONAL GEODETIC SURVEY
 LB1277.in June 1991.
 LB1277
 LB1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1277.GEOID18 height accuracy estimate available here.
 LB1277
 LB1277.Click photographs - Photos may exist for this station.
 LB1277
 LB1277.The dynamic height is computed by dividing the NAVD 88
 LB1277.geopotential number by the normal gravity value computed on the
 LB1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1277.degrees latitude (g = 980.6199 gals.).
 LB1277
 LB1277.The modeled gravity was interpolated from observed gravity values.
 LB1277
 LB1277;                    North         East    Units  Estimated Accuracy
 LB1277;SPC IN W     -   635,850.      869,650.      MT  (+/- 180 meters Scaled)
 LB1277
 LB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626360(NAD 83)
 LB1277
 LB1277                          SUPERSEDED SURVEY CONTROL
 LB1277
 LB1277  NGVD 29 (??/??/92)  204.900  (m)          672.24   (f) ADJ UNCH    1 2
 LB1277
 LB1277.Superseded values are not recommended for survey control.
 LB1277
 LB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1277.See file dsdata.pdf to determine how the superseded data were derived.
 LB1277
 LB1277_MARKER: X = CHISELED CROSS
 LB1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1277_SP_SET: CULVERT
 LB1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1277
 LB1277  HISTORY     - Date     Condition        Report By
 LB1277  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1277  HISTORY     - 1934     GOOD             CGS
 LB1277
 LB1277                          STATION DESCRIPTION
 LB1277
 LB1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1277'1.9 MI N FROM MOROCCO.
 LB1277'1.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1277'STATION AT MOROCCO, NEWTON COUNTY, 0.2 MILE NORTH OF MILEPOST 67,
 LB1277'AT CULVERT 66.81, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 LB1277'HEADWALL, 10 FEET WEST OF THE WEST RAIL, AND 1.5 FEET LOWER THAN
 LB1277'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1278 ***********************************************************************
 LB1278  DESIGNATION -  100.465
 LB1278  PID         -  LB1278
 LB1278  STATE/COUNTY-  IN/NEWTON
 LB1278  COUNTRY     -  US
 LB1278  USGS QUAD   -  MOROCCO (2019)
 LB1278
 LB1278                         *CURRENT SURVEY CONTROL
 LB1278  ______________________________________________________________________
 LB1278* NAD 83(1986) POSITION- 40 58 40.     (N) 087 26 39.     (W)   SCALED
 LB1278* NAVD 88 ORTHO HEIGHT -   204.879 (meters)      672.17  (feet) ADJUSTED
 LB1278  ______________________________________________________________________
 LB1278  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 LB1278  DYNAMIC HEIGHT  -        204.790 (meters)      671.88  (feet) COMP
 LB1278  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 LB1278
 LB1278  VERT ORDER      -  FIRST     CLASS II
 LB1278
 LB1278.The horizontal coordinates were scaled from a map and have
 LB1278.an estimated accuracy of +/- 6 seconds.
 LB1278
 LB1278.The orthometric height was determined by differential leveling and
 LB1278.adjusted by the NATIONAL GEODETIC SURVEY
 LB1278.in June 1991.
 LB1278
 LB1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1278.GEOID18 height accuracy estimate available here.
 LB1278
 LB1278.Click photographs - Photos may exist for this station.
 LB1278
 LB1278.The dynamic height is computed by dividing the NAVD 88
 LB1278.geopotential number by the normal gravity value computed on the
 LB1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1278.degrees latitude (g = 980.6199 gals.).
 LB1278
 LB1278.The modeled gravity was interpolated from observed gravity values.
 LB1278
 LB1278;                    North         East    Units  Estimated Accuracy
 LB1278;SPC IN W     -   636,150.      869,630.      MT  (+/- 180 meters Scaled)
 LB1278
 LB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626363(NAD 83)
 LB1278
 LB1278                          SUPERSEDED SURVEY CONTROL
 LB1278
 LB1278  NGVD 29 (??/??/92)  204.957  (m)          672.43   (f) ADJ UNCH    1 2
 LB1278
 LB1278.Superseded values are not recommended for survey control.
 LB1278
 LB1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1278.See file dsdata.pdf to determine how the superseded data were derived.
 LB1278
 LB1278_MARKER: X = CHISELED CROSS
 LB1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1278_SP_SET: CULVERT
 LB1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1278
 LB1278  HISTORY     - Date     Condition        Report By
 LB1278  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1278  HISTORY     - 1934     GOOD             CGS
 LB1278
 LB1278                          STATION DESCRIPTION
 LB1278
 LB1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1278'2.1 MI N FROM MOROCCO.
 LB1278'2.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1278'STATION AT MOROCCO, NEWTON COUNTY, 3/8 MILE NORTH OF MILEPOST 67,
 LB1278'AT CULVERT 66.64, ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LB1278'HEADWALL, 13 FEET WEST OF THE WEST RAIL, AND 1.5 FEET LOWER THAN
 LB1278'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1279 ***********************************************************************
 LB1279  DESIGNATION -  100.603
 LB1279  PID         -  LB1279
 LB1279  STATE/COUNTY-  IN/NEWTON
 LB1279  COUNTRY     -  US
 LB1279  USGS QUAD   -  MOROCCO (2019)
 LB1279
 LB1279                         *CURRENT SURVEY CONTROL
 LB1279  ______________________________________________________________________
 LB1279* NAD 83(1986) POSITION- 40 59 12.     (N) 087 26 39.     (W)   SCALED
 LB1279* NAVD 88 ORTHO HEIGHT -   204.910 (meters)      672.28  (feet) ADJUSTED
 LB1279  ______________________________________________________________________
 LB1279  GEOID HEIGHT    -        -33.293 (meters)                     GEOID18
 LB1279  DYNAMIC HEIGHT  -        204.821 (meters)      671.98  (feet) COMP
 LB1279  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 LB1279
 LB1279  VERT ORDER      -  FIRST     CLASS II
 LB1279
 LB1279.The horizontal coordinates were scaled from a map and have
 LB1279.an estimated accuracy of +/- 6 seconds.
 LB1279
 LB1279.The orthometric height was determined by differential leveling and
 LB1279.adjusted by the NATIONAL GEODETIC SURVEY
 LB1279.in June 1991.
 LB1279
 LB1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1279.GEOID18 height accuracy estimate available here.
 LB1279
 LB1279.Click photographs - Photos may exist for this station.
 LB1279
 LB1279.The dynamic height is computed by dividing the NAVD 88
 LB1279.geopotential number by the normal gravity value computed on the
 LB1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1279.degrees latitude (g = 980.6199 gals.).
 LB1279
 LB1279.The modeled gravity was interpolated from observed gravity values.
 LB1279
 LB1279;                    North         East    Units  Estimated Accuracy
 LB1279;SPC IN W     -   637,140.      869,640.      MT  (+/- 180 meters Scaled)
 LB1279
 LB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626373(NAD 83)
 LB1279
 LB1279                          SUPERSEDED SURVEY CONTROL
 LB1279
 LB1279  NGVD 29 (??/??/92)  204.988  (m)          672.53   (f) ADJ UNCH    1 2
 LB1279
 LB1279.Superseded values are not recommended for survey control.
 LB1279
 LB1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1279.See file dsdata.pdf to determine how the superseded data were derived.
 LB1279
 LB1279_MARKER: X = CHISELED CROSS
 LB1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1279_SP_SET: CULVERT
 LB1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1279
 LB1279  HISTORY     - Date     Condition        Report By
 LB1279  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1279  HISTORY     - 1934     GOOD             CGS
 LB1279
 LB1279                          STATION DESCRIPTION
 LB1279
 LB1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1279'2 MI S FROM ENOS.
 LB1279'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1279'STATION AT ENOS, NEWTON COUNTY, 100 YARDS NORTH OF MILEPOST 66,
 LB1279'AT CULVERT 66.00, ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LB1279'HEADWALL, 9 FEET WEST OF THE WEST RAIL, AND 1.5 FEET LOWER THAN
 LB1279'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1262 ***********************************************************************
 JZ1262  DESIGNATION -  1002.0
 JZ1262  PID         -  JZ1262
 JZ1262  STATE/COUNTY-  IN/FRANKLIN
 JZ1262  COUNTRY     -  US
 JZ1262  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1262
 JZ1262                         *CURRENT SURVEY CONTROL
 JZ1262  ______________________________________________________________________
 JZ1262* NAD 83(1986) POSITION- 39 30 37.     (N) 084 55 48.     (W)   SCALED
 JZ1262* NAVD 88 ORTHO HEIGHT -   305.253 (meters)     1001.48  (feet) ADJUSTED
 JZ1262  ______________________________________________________________________
 JZ1262  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 JZ1262  DYNAMIC HEIGHT  -        305.074 (meters)     1000.90  (feet) COMP
 JZ1262  MODELED GRAVITY -    980,030.5   (mgal)                       NAVD 88
 JZ1262
 JZ1262  VERT ORDER      -  SECOND    CLASS 0
 JZ1262
 JZ1262.The horizontal coordinates were scaled from a map and have
 JZ1262.an estimated accuracy of +/- 6 seconds.
 JZ1262
 JZ1262.The orthometric height was determined by differential leveling and
 JZ1262.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1262.in June 1991.
 JZ1262
 JZ1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1262.GEOID18 height accuracy estimate available here.
 JZ1262
 JZ1262.Click photographs - Photos may exist for this station.
 JZ1262
 JZ1262.The dynamic height is computed by dividing the NAVD 88
 JZ1262.geopotential number by the normal gravity value computed on the
 JZ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1262.degrees latitude (g = 980.6199 gals.).
 JZ1262
 JZ1262.The modeled gravity was interpolated from observed gravity values.
 JZ1262
 JZ1262;                    North         East    Units  Estimated Accuracy
 JZ1262;SPC IN E     -   473,410.      163,350.      MT  (+/- 180 meters Scaled)
 JZ1262
 JZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779754(NAD 83)
 JZ1262
 JZ1262                          SUPERSEDED SURVEY CONTROL
 JZ1262
 JZ1262  NGVD 29 (??/??/92)  305.418  (m)         1002.03   (f) ADJ UNCH    2 0
 JZ1262
 JZ1262.Superseded values are not recommended for survey control.
 JZ1262
 JZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1262.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1262
 JZ1262_MARKER: Q = CHISELED SQUARE
 JZ1262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1262_SP_SET: WALK
 JZ1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1262
 JZ1262  HISTORY     - Date     Condition        Report By
 JZ1262  HISTORY     - UNK      MONUMENTED       USGS
 JZ1262  HISTORY     - 1947     GOOD             CGS
 JZ1262
 JZ1262                          STATION DESCRIPTION
 JZ1262
 JZ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1262'2.2 MI W FROM OLD BATH.
 JZ1262'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 JZ1262'OLD BATH, AT THE T JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, IN THE
 JZ1262'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE WALK IN FRONT OF
 JZ1262'O.H. REES RESIDENCE, 15 FEET WEST OF THE CENTER LINE OF THE
 JZ1262'NORTH-SOUTH ROAD, 2.5 FEET NORTH OF THE PROLONGED CENTER LINE
 JZ1262'OF THE ROAD EAST, IN LINE WITH THE NORTH-SOUTH FENCE LINE ALONG
 JZ1262'EAST SIDE OF THE FRONT YARD AND UNDER THE GATE.  A CHISELED
 JZ1262'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0390 ***********************************************************************
 ME0390  DESIGNATION -  101
 ME0390  PID         -  ME0390
 ME0390  STATE/COUNTY-  IN/FULTON
 ME0390  COUNTRY     -  US
 ME0390  USGS QUAD   -  ROCHESTER (2019)
 ME0390
 ME0390                         *CURRENT SURVEY CONTROL
 ME0390  ______________________________________________________________________
 ME0390* NAD 83(1986) POSITION- 41 02 29.     (N) 086 13 13.     (W)   SCALED
 ME0390* NAVD 88 ORTHO HEIGHT -   247.858 (meters)      813.18  (feet) ADJUSTED
 ME0390  ______________________________________________________________________
 ME0390  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0390  DYNAMIC HEIGHT  -        247.750 (meters)      812.83  (feet) COMP
 ME0390  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 ME0390
 ME0390  VERT ORDER      -  SECOND    CLASS 0
 ME0390
 ME0390.The horizontal coordinates were scaled from a map and have
 ME0390.an estimated accuracy of +/- 6 seconds.
 ME0390
 ME0390.The orthometric height was determined by differential leveling and
 ME0390.adjusted by the NATIONAL GEODETIC SURVEY
 ME0390.in June 1991.
 ME0390
 ME0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0390.GEOID18 height accuracy estimate available here.
 ME0390
 ME0390.Click photographs - Photos may exist for this station.
 ME0390
 ME0390.The dynamic height is computed by dividing the NAVD 88
 ME0390.geopotential number by the normal gravity value computed on the
 ME0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0390.degrees latitude (g = 980.6199 gals.).
 ME0390
 ME0390.The modeled gravity was interpolated from observed gravity values.
 ME0390
 ME0390;                    North         East    Units  Estimated Accuracy
 ME0390;SPC IN E     -   643,300.       53,450.      MT  (+/- 180 meters Scaled)
 ME0390
 ME0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL655436(NAD 83)
 ME0390
 ME0390                          SUPERSEDED SURVEY CONTROL
 ME0390
 ME0390  NGVD 29 (??/??/92)  247.979  (m)          813.58   (f) ADJ UNCH    2 0
 ME0390
 ME0390.Superseded values are not recommended for survey control.
 ME0390
 ME0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0390.See file dsdata.pdf to determine how the superseded data were derived.
 ME0390
 ME0390_MARKER: DD = SURVEY DISK
 ME0390_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0390_STAMPING: 101
 ME0390_MARK LOGO: CGS+SS
 ME0390_PROJECTION: RECESSED 5 CENTIMETERS
 ME0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0390
 ME0390  HISTORY     - Date     Condition        Report By
 ME0390  HISTORY     - 1934     MONUMENTED       INGS
 ME0390  HISTORY     - 1946     GOOD             CGS
 ME0390  HISTORY     - 1990     GOOD             USPSQD
 ME0390
 ME0390                          STATION DESCRIPTION
 ME0390
 ME0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0390'1.7 MI S FROM ROCHESTER.
 ME0390'ABOUT 1.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COUNTY
 ME0390'COURT HOUSE AT ROCHESTER, ABOUT 0.2 MILE SOUTH OF THE JUNCTION
 ME0390'WITH A GRAVEL ROAD EAST, ACROSS THE HIGHWAY FROM WM A. MC MAHNS
 ME0390'BARN, 175 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 ME0390'SOUTHEAST CORNER OF THE BARN, 48 FEET EAST OF THE CENTER LINE
 ME0390'OF THE HIGHWAY, 315.5 FEET NORTH OF A T FENCE CORNER IN THE
 ME0390'EAST HIGHWAY RIGHT-OF-WAY FENCE LINE AND THE EXTENDED CENTER
 ME0390'LINE OF A GRAVEL ROAD LEADING WEST, 62 FEET NORTH OF POWER LINE
 ME0390'POLE NUMBER 3-154/212, 3 FEET WEST OF THE EAST RIGHT-OF-WAY
 ME0390'FENCE, 82 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 ME0390'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 ME0390'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 ME0390'INCHES BELOW THE SURFACE OF THE GROUND.
 ME0390
 ME0390                          STATION RECOVERY (1990)
 ME0390
 ME0390'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2331 ***********************************************************************
 JZ2331  DESIGNATION -  101
 JZ2331  PID         -  JZ2331
 JZ2331  STATE/COUNTY-  IN/SHELBY
 JZ2331  COUNTRY     -  US
 JZ2331  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2331
 JZ2331                         *CURRENT SURVEY CONTROL
 JZ2331  ______________________________________________________________________
 JZ2331* NAD 83(1986) POSITION- 39 30 50.     (N) 085 45 42.     (W)   SCALED
 JZ2331* NAVD 88 ORTHO HEIGHT -   241.660 (meters)      792.85  (feet) ADJUSTED
 JZ2331  ______________________________________________________________________
 JZ2331  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ2331  DYNAMIC HEIGHT  -        241.517 (meters)      792.38  (feet) COMP
 JZ2331  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 JZ2331
 JZ2331  VERT ORDER      -  FIRST     CLASS II
 JZ2331
 JZ2331.The horizontal coordinates were scaled from a map and have
 JZ2331.an estimated accuracy of +/- 6 seconds.
 JZ2331
 JZ2331.The orthometric height was determined by differential leveling and
 JZ2331.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2331.in June 1991.
 JZ2331
 JZ2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2331.GEOID18 height accuracy estimate available here.
 JZ2331
 JZ2331.Click photographs - Photos may exist for this station.
 JZ2331
 JZ2331.The dynamic height is computed by dividing the NAVD 88
 JZ2331.geopotential number by the normal gravity value computed on the
 JZ2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2331.degrees latitude (g = 980.6199 gals.).
 JZ2331
 JZ2331.The modeled gravity was interpolated from observed gravity values.
 JZ2331
 JZ2331;                    North         East    Units  Estimated Accuracy
 JZ2331;SPC IN E     -   473,550.       91,830.      MT  (+/- 180 meters Scaled)
 JZ2331
 JZ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064745(NAD 83)
 JZ2331
 JZ2331                          SUPERSEDED SURVEY CONTROL
 JZ2331
 JZ2331  NGVD 29 (??/??/92)  241.771  (m)          793.21   (f) ADJ UNCH    1 2
 JZ2331
 JZ2331.Superseded values are not recommended for survey control.
 JZ2331
 JZ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2331.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2331
 JZ2331_MARKER: DD = SURVEY DISK
 JZ2331_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2331_STAMPING: 101
 JZ2331_MARK LOGO: CGS+SS
 JZ2331_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2331
 JZ2331  HISTORY     - Date     Condition        Report By
 JZ2331  HISTORY     - 1934     MONUMENTED       INGS
 JZ2331  HISTORY     - 1947     GOOD             CGS
 JZ2331  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2331
 JZ2331                          STATION DESCRIPTION
 JZ2331
 JZ2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2331'2 MI SSE FROM SHELBYVILLE.
 JZ2331'ABOUT 2.0 MILES SOUTHEAST OF SHELBYVILLE, NEAR THE SOUTHEAST
 JZ2331'CORNER OF THE SUCO AIRPORT, ALONG THE NEW YORK CENTRAL RAILROAD,
 JZ2331'165 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE OVER
 JZ2331'PASS OVER THE RAILROAD, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JZ2331'OF A SIDE TRACK, ABOUT 3 FEET WEST OF THE PROLONGED CENTERLINE OF
 JZ2331'A NORTH SOUTH BLACK TOP ROAD ALONG THE EAST EDGE OF THE AIRPORT,
 JZ2331'29 FEET NORTHEAST OF THE CENTER LINE OF THE APPROACH TO THE
 JZ2331'CONCRETE RAILROAD OVER PASS, 70 FEET NORTHWEST OF A CONCRETE
 JZ2331'FENCE CORNER POST OF THE RAILROAD RIGHT-OF-WAY FENCE, 1 FOOT
 JZ2331'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW
 JZ2331'THE COUNTY ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2331'2 INCHES.
 JZ2331
 JZ2331                          STATION RECOVERY (1986)
 JZ2331
 JZ2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1141 ***********************************************************************
 ME1141  DESIGNATION -  101.486
 ME1141  PID         -  ME1141
 ME1141  STATE/COUNTY-  IN/LAKE
 ME1141  COUNTRY     -  US
 ME1141  USGS QUAD   -  LOWELL (2019)
 ME1141
 ME1141                         *CURRENT SURVEY CONTROL
 ME1141  ______________________________________________________________________
 ME1141* NAD 83(1986) POSITION- 41 15 35.     (N) 087 27 13.     (W)   SCALED
 ME1141* NAVD 88 ORTHO HEIGHT -   205.268 (meters)      673.45  (feet) ADJUSTED
 ME1141  ______________________________________________________________________
 ME1141  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1141  DYNAMIC HEIGHT  -        205.182 (meters)      673.17  (feet) COMP
 ME1141  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 ME1141
 ME1141  VERT ORDER      -  FIRST     CLASS II
 ME1141
 ME1141.The horizontal coordinates were scaled from a map and have
 ME1141.an estimated accuracy of +/- 6 seconds.
 ME1141
 ME1141.The orthometric height was determined by differential leveling and
 ME1141.adjusted by the NATIONAL GEODETIC SURVEY
 ME1141.in June 1991.
 ME1141
 ME1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1141.GEOID18 height accuracy estimate available here.
 ME1141
 ME1141.Click photographs - Photos may exist for this station.
 ME1141
 ME1141.The dynamic height is computed by dividing the NAVD 88
 ME1141.geopotential number by the normal gravity value computed on the
 ME1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1141.degrees latitude (g = 980.6199 gals.).
 ME1141
 ME1141.The modeled gravity was interpolated from observed gravity values.
 ME1141
 ME1141;                    North         East    Units  Estimated Accuracy
 ME1141;SPC IN W     -   667,470.      868,970.      MT  (+/- 180 meters Scaled)
 ME1141
 ME1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620676(NAD 83)
 ME1141
 ME1141                          SUPERSEDED SURVEY CONTROL
 ME1141
 ME1141  NGVD 29 (??/??/92)  205.354  (m)          673.73   (f) ADJ UNCH    1 2
 ME1141
 ME1141.Superseded values are not recommended for survey control.
 ME1141
 ME1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1141.See file dsdata.pdf to determine how the superseded data were derived.
 ME1141
 ME1141_MARKER: X = CHISELED CROSS
 ME1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1141_SP_SET: CULVERT
 ME1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1141
 ME1141  HISTORY     - Date     Condition        Report By
 ME1141  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1141  HISTORY     - 1954     GOOD             CGS
 ME1141
 ME1141                          STATION DESCRIPTION
 ME1141
 ME1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1141'AT BELSHAW.
 ME1141'AT BELSHAW, ABOUT 0.25 MILE NORTH ALONG THE NEW YORK CENTRAL
 ME1141'RAILROAD FROM BLACK TOP ROAD CROSSING, ABOUT 0.2 MILE NORTH OF
 ME1141'ELEVATOR, A 1 1/2-INCH CHISELED CROSS IN THE TOP OF THE NORTHEAST
 ME1141'CORNER OF EAST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT
 ME1141'UNDER TRACK, 19 FEET EAST OF EAST RAIL OF EAST TRACK AND ABOUT
 ME1141'2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE HEADWALL IS CRACKED
 ME1141'DIRECTLY OVER THE PIPE AND MARK MAY BE UNSTABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1275 ***********************************************************************
 LB1275  DESIGNATION -  101.743
 LB1275  PID         -  LB1275
 LB1275  STATE/COUNTY-  IN/NEWTON
 LB1275  COUNTRY     -  US
 LB1275  USGS QUAD   -  MOROCCO (2019)
 LB1275
 LB1275                         *CURRENT SURVEY CONTROL
 LB1275  ______________________________________________________________________
 LB1275* NAD 83(1986) POSITION- 40 57 36.     (N) 087 26 38.     (W)   SCALED
 LB1275* NAVD 88 ORTHO HEIGHT -   205.260 (meters)      673.42  (feet) ADJUSTED
 LB1275  ______________________________________________________________________
 LB1275  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 LB1275  DYNAMIC HEIGHT  -        205.171 (meters)      673.13  (feet) COMP
 LB1275  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 LB1275
 LB1275  VERT ORDER      -  FIRST     CLASS II
 LB1275
 LB1275.The horizontal coordinates were scaled from a map and have
 LB1275.an estimated accuracy of +/- 6 seconds.
 LB1275
 LB1275.The orthometric height was determined by differential leveling and
 LB1275.adjusted by the NATIONAL GEODETIC SURVEY
 LB1275.in June 1991.
 LB1275
 LB1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1275.GEOID18 height accuracy estimate available here.
 LB1275
 LB1275.Click photographs - Photos may exist for this station.
 LB1275
 LB1275.The dynamic height is computed by dividing the NAVD 88
 LB1275.geopotential number by the normal gravity value computed on the
 LB1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1275.degrees latitude (g = 980.6199 gals.).
 LB1275
 LB1275.The modeled gravity was interpolated from observed gravity values.
 LB1275
 LB1275;                    North         East    Units  Estimated Accuracy
 LB1275;SPC IN W     -   634,180.      869,650.      MT  (+/- 180 meters Scaled)
 LB1275
 LB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626344(NAD 83)
 LB1275
 LB1275                          SUPERSEDED SURVEY CONTROL
 LB1275
 LB1275  NGVD 29 (??/??/92)  205.337  (m)          673.68   (f) ADJ UNCH    1 2
 LB1275
 LB1275.Superseded values are not recommended for survey control.
 LB1275
 LB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1275.See file dsdata.pdf to determine how the superseded data were derived.
 LB1275
 LB1275_MARKER: X = CHISELED CROSS
 LB1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1275_SP_SET: CULVERT
 LB1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1275
 LB1275  HISTORY     - Date     Condition        Report By
 LB1275  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1275  HISTORY     - 1934     GOOD             CGS
 LB1275
 LB1275                          STATION DESCRIPTION
 LB1275
 LB1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1275'0.9 MI N FROM MOROCCO.
 LB1275'0.9 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1275'STATION AT MOROCCO, NEWTON COUNTY, 0.2 MILE NORTH OF MILEPOST 68,
 LB1275'AT CULVERT 67.93, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 LB1275'HEADWALL, 9 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER
 LB1275'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0331 ***********************************************************************
 JA0331  DESIGNATION -  1018
 JA0331  PID         -  JA0331
 JA0331  STATE/COUNTY-  IN/CRAWFORD
 JA0331  COUNTRY     -  US
 JA0331  USGS QUAD   -  LEAVENWORTH (2019)
 JA0331
 JA0331                         *CURRENT SURVEY CONTROL
 JA0331  ______________________________________________________________________
 JA0331* NAD 83(1997) POSITION- 38 11 33.58195(N) 086 20 31.43904(W)   ADJUSTED
 JA0331* NAVD 88 ORTHO HEIGHT -   127.554 (meters)      418.48  (feet) ADJUSTED
 JA0331  ______________________________________________________________________
 JA0331  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JA0331  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 JA0331  DYNAMIC HEIGHT  -        127.462 (meters)      418.18  (feet) COMP
 JA0331  MODELED GRAVITY -    979,910.6   (mgal)                       NAVD 88
 JA0331
 JA0331  HORZ ORDER      -  SECOND
 JA0331  VERT ORDER      -  FIRST     CLASS II
 JA0331
 JA0331.The horizontal coordinates were established by classical geodetic methods
 JA0331.and adjusted by the National Geodetic Survey in May 1999.
 JA0331
 JA0331.The orthometric height was determined by differential leveling and
 JA0331.adjusted by the NATIONAL GEODETIC SURVEY
 JA0331.in June 1991.
 JA0331
 JA0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0331.GEOID18 height accuracy estimate available here.
 JA0331
 JA0331.Click photographs - Photos may exist for this station.
 JA0331
 JA0331.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0331
 JA0331.The dynamic height is computed by dividing the NAVD 88
 JA0331.geopotential number by the normal gravity value computed on the
 JA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0331.degrees latitude (g = 980.6199 gals.).
 JA0331
 JA0331.The modeled gravity was interpolated from observed gravity values.
 JA0331
 JA0331. The following values were computed from the NAD 83(1997) position.
 JA0331
 JA0331;                    North         East     Units Scale Factor Converg.
 JA0331;SPC IN W     -   327,138.158   964,934.864   MT  1.00001858   +0 27 30.0
 JA0331;SPC IN W     - 1,073,285.77  3,165,790.47   sFT  1.00001858   +0 27 30.0
 JA0331;UTM  16      - 4,227,396.118   557,613.662   MT  0.99964088   +0 24 24.5
 JA0331
 JA0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0331!SPC IN W     -   0.99998520  x   1.00001858  =   1.00000378
 JA0331!UTM  16      -   0.99998520  x   0.99964088  =   0.99962608
 JA0331
 JA0331:                Primary Azimuth Mark                     Grid Az
 JA0331:SPC IN W     -  1018 AZ MK                               293 06 14.4
 JA0331:UTM  16      -  1018 AZ MK                               293 09 19.9
 JA0331
 JA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5761327396(NAD 83)
 JA0331
 JA0331|---------------------------------------------------------------------|
 JA0331| PID    Reference Object                     Distance      Geod. Az  |
 JA0331|                                                           dddmmss.s |
 JA0331| JA0330 1018 RM 1                            24.241 METERS 01929     |
 JA0331| JA0329 1018 RM 2                            16.325 METERS 29147     |
 JA0331| CG9326 1018 AZ MK                                         2933344.4 |
 JA0331|---------------------------------------------------------------------|
 JA0331
 JA0331                          SUPERSEDED SURVEY CONTROL
 JA0331
 JA0331  NAD 83(1993)-  38 11 33.58351(N)    086 20 31.44086(W) AD(       ) 2
 JA0331  NAD 83(1986)-  38 11 33.58786(N)    086 20 31.44436(W) AD(       ) 2
 JA0331  NAD 27      -  38 11 33.35300(N)    086 20 31.53100(W) AD(       ) 2
 JA0331  NGVD 29 (??/??/92)  127.663  (m)          418.84   (f) ADJ UNCH    1 2
 JA0331
 JA0331.Superseded values are not recommended for survey control.
 JA0331
 JA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0331.See file dsdata.pdf to determine how the superseded data were derived.
 JA0331
 JA0331_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0331_STAMPING: 1018
 JA0331_MARK LOGO: USACE
 JA0331_PROJECTION: FLUSH
 JA0331_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0331
 JA0331  HISTORY     - Date     Condition        Report By
 JA0331  HISTORY     - 1947     MONUMENTED       USACE
 JA0331  HISTORY     - 1953     GOOD             CGS
 JA0331  HISTORY     - 1965     GOOD             CGS
 JA0331
 JA0331                          STATION DESCRIPTION
 JA0331
 JA0331'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1947 (CAE)
 JA0331'STATION IS IN THE SOUTHEAST EDGE OF LEAVENWORTH, ON THE NORTH BANK OF
 JA0331'THE OHIO RIVER, ON PROPERTY OWNED BY MRS. IDA LANG, 52 FEET
 JA0331'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 26 FEET EAST OF A
 JA0331'BLAZED 24-INCH LOCUST TREE, 11 FEET WEST OF A BLAZED 36-INCH MAPLE
 JA0331'TREE, AND ABOUT 10 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 JA0331'FRONT STREET.  THE SUB-SURFACE MARK IS A COPPER BOLT SET IN
 JA0331'CONCRETE, ABOUT 4 INCHES BELOW THE GROUND SURFACE, AND THE SURFACE
 JA0331'MARK IS A BRONZE 3-INCH CAP SET AT THE TOP OF A 2-INCH GALVANIZED
 JA0331'IRON PIPE, FLUSH WITH THE GROUND.  THE CAP BEARS A CROSS AND THE
 JA0331'LETTERS U.S., AND IS STAMPED 1018.
 JA0331'
 JA0331'REFERENCE MARK NO. 1 IS 79.53 FEET NORTH OF THE STATION AND 30 FEET
 JA0331'WEST OF THE WEST SIDE OF A SHED.  THE MARK PROJECTS 3 INCHES, AND
 JA0331'THE DISK IS STAMPED BM 1018 USED NO 1 1947.
 JA0331'
 JA0331'REFERENCE MARK NO. 2 IS 53.56 FEET WEST OF THE STATION AND 10 FEET
 JA0331'SOUTH OF THE APPROXIMATE CENTERLINE OF FRONT STREET.  THE MARK
 JA0331'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BM 1018 USED NO 2 1947.
 JA0331'
 JA0331'AZIMUTH MARK IS 1.0 MILE WEST OF THE STATION, ON THE NORTH BANK OF
 JA0331'THE RIVER, 65 FEET EAST OF THE EAST END OF A STEEL BRIDGE, 16 FEET
 JA0331'SOUTHWEST OF A RIVER BEACON, 10 FEET SOUTH OF THE APPROXIMATE
 JA0331'CENTERLINE OF A GRAVELED ROAD, AND 1 FOOT NORTHEAST OF A WHITE
 JA0331'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA0331'STAMPED BM 1018 USED 1947.
 JA0331'
 JA0331'TO REACH FROM THE HIGH SCHOOL IN EAST LEAVENWORTH, GO WEST ON STATE
 JA0331'HIGHWAY 62 FOR 0.2 MILE TO A MACADAM SIDE ROAD LEFT, TURN SHARP LEFT
 JA0331'AND FOLLOW WINDING ROAD DOWN HILL FOR 0.4 MILE TO CHICKS STORE,
 JA0331'TURN LEFT AND GO SOUTH FOR 0.15 MILE TO FRONT STREET AT THE EDGE OF
 JA0331'THE RIVER, THEN TURN LEFT AND GO 0.15 MILE TO STATION ON LEFT.
 JA0331'
 JA0331'TO REACH THE AZIMUTH MARK FROM CHICKS STORE, GO WESTERLY ON GRAVELED
 JA0331'ROAD FOR 1.25 MILES TO RIVER BEACON AND MARK ON LEFT.
 JA0331'
 JA0331'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA0331
 JA0331                          STATION RECOVERY (1953)
 JA0331
 JA0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JA0331'AT LEAVENWORTH.
 JA0331'AT LEAVENWORTH, AT THE INTERSECTION OF WOOD AND FRONT STREETS,
 JA0331'7 1/2 FEET NORTHEAST OF CENTER LINE OF FRONT STREET, 9 1/2 FEET
 JA0331'SOUTHEAST OF CENTER LINE OF WOOD STREET, 47 FEET WEST OF WEST
 JA0331'PORCH CORNER OF A 2-STORY HOUSE, 79 1/2 FEET SOUTH OF RM NO. 1,
 JA0331'53 1/2 FEET EAST OF RM NO. 2, 26.2 FEET SOUTHEAST AND ACROSS
 JA0331'WOOD STREET FROM A RAILROAD SPIKE IN A TRIANGULAR BLAZE ON
 JA0331'24-INCH LOCUST TREE, 11 1/2 FEET NORTHWEST OF TRIANGULAR BLAZE
 JA0331'ON 30-INCH MAPLE TREE, AND IS A 2-INCH PIPE AND CAP MOUNTED ON
 JA0331'TOP OF A CONCRETE PEDESTAL WITH BOLT AND PIPE IS ABOUT FLUSH
 JA0331'WITH GROUND.  NOTE-- IN STREET INTERSECTION AND IS BEING DRIVEN
 JA0331'OVER.  MARK SHOULD BE USED WITH CAUTION.
 JA0331
 JA0331                          STATION RECOVERY (1965)
 JA0331
 JA0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0330 ***********************************************************************
 JA0330  DESIGNATION -  1018 RM 1
 JA0330  PID         -  JA0330
 JA0330  STATE/COUNTY-  IN/CRAWFORD
 JA0330  COUNTRY     -  US
 JA0330  USGS QUAD   -  LEAVENWORTH (2019)
 JA0330
 JA0330                         *CURRENT SURVEY CONTROL
 JA0330  ______________________________________________________________________
 JA0330* NAD 83(1986) POSITION- 38 11 34.32   (N) 086 20 31.11   (W)   HD_HELD1
 JA0330* NAVD 88 ORTHO HEIGHT -   127.638 (meters)      418.76  (feet) ADJUSTED
 JA0330  ______________________________________________________________________
 JA0330  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 JA0330  DYNAMIC HEIGHT  -        127.547 (meters)      418.46  (feet) COMP
 JA0330  MODELED GRAVITY -    979,910.7   (mgal)                       NAVD 88
 JA0330
 JA0330  VERT ORDER      -  FIRST     CLASS II
 JA0330
 JA0330.The horizontal coordinates were determined by differentially corrected
 JA0330.hand held GPS observations or other comparable positioning techniques
 JA0330.and have an estimated accuracy of +/- 3 meters.
 JA0330
 JA0330.The orthometric height was determined by differential leveling and
 JA0330.adjusted by the NATIONAL GEODETIC SURVEY
 JA0330.in June 1991.
 JA0330
 JA0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0330.GEOID18 height accuracy estimate available here.
 JA0330
 JA0330.Click photographs - Photos may exist for this station.
 JA0330
 JA0330.The dynamic height is computed by dividing the NAVD 88
 JA0330.geopotential number by the normal gravity value computed on the
 JA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0330.degrees latitude (g = 980.6199 gals.).
 JA0330
 JA0330.The modeled gravity was interpolated from observed gravity values.
 JA0330
 JA0330;                    North         East    Units  Estimated Accuracy
 JA0330;SPC IN W     -   327,161.0     964,942.7     MT  (+/- 3 meters HH1 GPS) 
 JA0330
 JA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5762127418(NAD 83)
 JA0330
 JA0330                          SUPERSEDED SURVEY CONTROL
 JA0330
 JA0330  NGVD 29 (??/??/92)  127.750  (m)          419.13   (f) ADJ UNCH    1 2
 JA0330
 JA0330.Superseded values are not recommended for survey control.
 JA0330
 JA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0330.See file dsdata.pdf to determine how the superseded data were derived.
 JA0330
 JA0330_MARKER: DR = REFERENCE MARK DISK
 JA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0330_STAMPING: BM 1018 USED NO 1 1947
 JA0330_MARK LOGO: CGS
 JA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0330+STABILITY: SURFACE MOTION
 JA0330
 JA0330  HISTORY     - Date     Condition        Report By
 JA0330  HISTORY     - 1947     MONUMENTED       CGS
 JA0330  HISTORY     - 1953     GOOD             CGS
 JA0330  HISTORY     - 1965     GOOD             CGS
 JA0330
 JA0330                          STATION DESCRIPTION
 JA0330
 JA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0330'AT LEAVENWORTH.
 JA0330'AT LEAVENWORTH, AT INTERSECTION OF WOOD AND FRONT STREETS, 82 FEET
 JA0330'NORTHEAST OF CENTER LINE OF FRONT STREET, 23 FEET NORTHWEST OF CENTER
 JA0330'LINE OF WOOD STREET, 80 FEET NORTH OF WEST PORCH CORNER OF A 2-STORY
 JA0330'HOUSE, 79 1/2 FEET NORTH OF STATION MARK, ABOUT LEVEL WITH STREETS
 JA0330'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0330
 JA0330                          STATION RECOVERY (1965)
 JA0330
 JA0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0329 ***********************************************************************
 JA0329  DESIGNATION -  1018 RM 2
 JA0329  PID         -  JA0329
 JA0329  STATE/COUNTY-  IN/CRAWFORD
 JA0329  COUNTRY     -  US
 JA0329  USGS QUAD   -  LEAVENWORTH (2019)
 JA0329
 JA0329                         *CURRENT SURVEY CONTROL
 JA0329  ______________________________________________________________________
 JA0329* NAD 83(1986) POSITION- 38 11 33.78   (N) 086 20 32.06   (W)   HD_HELD1
 JA0329* NAVD 88 ORTHO HEIGHT -   127.313 (meters)      417.69  (feet) ADJUSTED
 JA0329  ______________________________________________________________________
 JA0329  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JA0329  DYNAMIC HEIGHT  -        127.222 (meters)      417.39  (feet) COMP
 JA0329  MODELED GRAVITY -    979,910.4   (mgal)                       NAVD 88
 JA0329
 JA0329  VERT ORDER      -  FIRST     CLASS II
 JA0329
 JA0329.The horizontal coordinates were determined by differentially corrected
 JA0329.hand held GPS observations or other comparable positioning techniques
 JA0329.and have an estimated accuracy of +/- 3 meters.
 JA0329
 JA0329.The orthometric height was determined by differential leveling and
 JA0329.adjusted by the NATIONAL GEODETIC SURVEY
 JA0329.in June 1991.
 JA0329
 JA0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0329.GEOID18 height accuracy estimate available here.
 JA0329
 JA0329.Click photographs - Photos may exist for this station.
 JA0329
 JA0329.The dynamic height is computed by dividing the NAVD 88
 JA0329.geopotential number by the normal gravity value computed on the
 JA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0329.degrees latitude (g = 980.6199 gals.).
 JA0329
 JA0329.The modeled gravity was interpolated from observed gravity values.
 JA0329
 JA0329;                    North         East    Units  Estimated Accuracy
 JA0329;SPC IN W     -   327,144.1     964,919.7     MT  (+/- 3 meters HH1 GPS) 
 JA0329
 JA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5759827402(NAD 83)
 JA0329
 JA0329                          SUPERSEDED SURVEY CONTROL
 JA0329
 JA0329  NGVD 29 (??/??/92)  127.422  (m)          418.05   (f) ADJ UNCH    1 2
 JA0329
 JA0329.Superseded values are not recommended for survey control.
 JA0329
 JA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0329.See file dsdata.pdf to determine how the superseded data were derived.
 JA0329
 JA0329_MARKER: DR = REFERENCE MARK DISK
 JA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0329_STAMPING: BM 1018 USED NO 2 1947
 JA0329_MARK LOGO: CGS
 JA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0329+STABILITY: SURFACE MOTION
 JA0329
 JA0329  HISTORY     - Date     Condition        Report By
 JA0329  HISTORY     - 1947     MONUMENTED       CGS
 JA0329  HISTORY     - 1965     POOR             CGS
 JA0329
 JA0329                          STATION DESCRIPTION
 JA0329
 JA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0329'AT LEAVENWORTH.
 JA0329'AT LEAVENWORTH, AT THE INTERSECTION OF WOOD AND FRONT STREETS,
 JA0329'10 FEET SOUTHWEST OF THE CENTER LINE OF FRONT STREET, 40 FEET
 JA0329'NORTHWEST OF EXTENDED CENTER LINE OF WOOD STREET, 99 1/2 FEET
 JA0329'WEST OF THE WEST PORCH CORNER OF A 2-STORY HOUSE, ABOUT 1/2 FOOT
 JA0329'BELOW THE LEVEL OF FRONT STREET AND SET IN THE TOP OF A CONCRETE
 JA0329'POST PROJECTING 1 1/2 FEET.  NOTE-- PART OF THE GROUND HAS BEEN
 JA0329'WASHED AWAY AND THE CONCRETE POST NOW PROJECTS 1 1/2 FEET BUT THE
 JA0329'MARK IS STILL SOLID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0391 ***********************************************************************
 ME0391  DESIGNATION -  102
 ME0391  PID         -  ME0391
 ME0391  STATE/COUNTY-  IN/FULTON
 ME0391  COUNTRY     -  US
 ME0391  USGS QUAD   -  ROCHESTER (2019)
 ME0391
 ME0391                         *CURRENT SURVEY CONTROL
 ME0391  ______________________________________________________________________
 ME0391* NAD 83(1986) POSITION- 41 02 08.     (N) 086 13 21.     (W)   SCALED
 ME0391* NAVD 88 ORTHO HEIGHT -   244.023 (meters)      800.60  (feet) ADJUSTED
 ME0391  ______________________________________________________________________
 ME0391  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 ME0391  DYNAMIC HEIGHT  -        243.916 (meters)      800.25  (feet) COMP
 ME0391  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 ME0391
 ME0391  VERT ORDER      -  SECOND    CLASS 0
 ME0391
 ME0391.The horizontal coordinates were scaled from a map and have
 ME0391.an estimated accuracy of +/- 6 seconds.
 ME0391
 ME0391.The orthometric height was determined by differential leveling and
 ME0391.adjusted by the NATIONAL GEODETIC SURVEY
 ME0391.in June 1991.
 ME0391
 ME0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0391.GEOID18 height accuracy estimate available here.
 ME0391
 ME0391.Click photographs - Photos may exist for this station.
 ME0391
 ME0391.The dynamic height is computed by dividing the NAVD 88
 ME0391.geopotential number by the normal gravity value computed on the
 ME0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0391.degrees latitude (g = 980.6199 gals.).
 ME0391
 ME0391.The modeled gravity was interpolated from observed gravity values.
 ME0391
 ME0391;                    North         East    Units  Estimated Accuracy
 ME0391;SPC IN E     -   642,660.       53,260.      MT  (+/- 180 meters Scaled)
 ME0391
 ME0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653429(NAD 83)
 ME0391
 ME0391                          SUPERSEDED SURVEY CONTROL
 ME0391
 ME0391  NGVD 29 (??/??/92)  244.144  (m)          801.00   (f) ADJ UNCH    2 0
 ME0391
 ME0391.Superseded values are not recommended for survey control.
 ME0391
 ME0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0391.See file dsdata.pdf to determine how the superseded data were derived.
 ME0391
 ME0391_MARKER: DD = SURVEY DISK
 ME0391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0391_STAMPING: 102
 ME0391_MARK LOGO: CGS+SS
 ME0391_PROJECTION: FLUSH
 ME0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0391
 ME0391  HISTORY     - Date     Condition        Report By
 ME0391  HISTORY     - 1934     MONUMENTED       INGS
 ME0391  HISTORY     - 1946     GOOD             CGS
 ME0391  HISTORY     - 1990     GOOD             USPSQD
 ME0391
 ME0391                          STATION DESCRIPTION
 ME0391
 ME0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0391'2.1 MI S FROM ROCHESTER.
 ME0391'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE COUNTY
 ME0391'COURT HOUSE AT ROCHESTER, 40 YARDS SOUTHWEST AND ACROSS THE HIGHWAY
 ME0391'FROM THE MAIN GATE TO THE FULTON COUNTY HOME, IN FRONT OF THE
 ME0391'PORTER HAIMBAUGH RESIDENCE, 32.5 FEET NORTHEAST OF THE SOUTHEAST
 ME0391'CORNER OF THE HOUSE, 48 FEET WEST OF THE CENTER LINE OF THE
 ME0391'HIGHWAY, 43 FEET SOUTH OF AN APPLE TREE, 56 FEET NORTH-NORTHWEST
 ME0391'OF A 16-INCH MAPLE TREE, 1 1/2 FEET SOUTHEAST OF A HIGHWAY
 ME0391'RIGHT-OF-WAY MARKER, 3.4 FEET EAST OF THE YARD FENCE, ABOUT 5
 ME0391'YARDS WEST OF A HEDGE ROW, 1 FOOT SOUTH OF THE SOUTH EDGE OF A
 ME0391'CONCRETE SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 ME0391'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- IT IS
 ME0391'PROBABLE THAT THIS MARK WILL BE COVERED WITH SOD UPON FUTURE
 ME0391'RECOVERY.
 ME0391
 ME0391                          STATION RECOVERY (1990)
 ME0391
 ME0391'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1505 ***********************************************************************
 JZ1505  DESIGNATION -  102 S
 JZ1505  PID         -  JZ1505
 JZ1505  STATE/COUNTY-  IN/HENRY
 JZ1505  COUNTRY     -  US
 JZ1505  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1505
 JZ1505                         *CURRENT SURVEY CONTROL
 JZ1505  ______________________________________________________________________
 JZ1505* NAD 83(1986) POSITION- 39 54 33.     (N) 085 28 57.     (W)   SCALED
 JZ1505* NAVD 88 ORTHO HEIGHT -   321.864 (meters)     1055.98  (feet) ADJUSTED
 JZ1505  ______________________________________________________________________
 JZ1505  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 JZ1505  DYNAMIC HEIGHT  -        321.684 (meters)     1055.39  (feet) COMP
 JZ1505  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 JZ1505
 JZ1505  VERT ORDER      -  SECOND    CLASS 0
 JZ1505
 JZ1505.The horizontal coordinates were scaled from a map and have
 JZ1505.an estimated accuracy of +/- 6 seconds.
 JZ1505
 JZ1505.The orthometric height was determined by differential leveling and
 JZ1505.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1505.in June 1991.
 JZ1505
 JZ1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1505.GEOID18 height accuracy estimate available here.
 JZ1505
 JZ1505.Click photographs - Photos may exist for this station.
 JZ1505
 JZ1505.The dynamic height is computed by dividing the NAVD 88
 JZ1505.geopotential number by the normal gravity value computed on the
 JZ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1505.degrees latitude (g = 980.6199 gals.).
 JZ1505
 JZ1505.The modeled gravity was interpolated from observed gravity values.
 JZ1505
 JZ1505;                    North         East    Units  Estimated Accuracy
 JZ1505;SPC IN E     -   517,450.      115,750.      MT  (+/- 180 meters Scaled)
 JZ1505
 JZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297187(NAD 83)
 JZ1505
 JZ1505                          SUPERSEDED SURVEY CONTROL
 JZ1505
 JZ1505  NGVD 29 (??/??/92)  321.994  (m)         1056.41   (f) ADJ UNCH    2 0
 JZ1505
 JZ1505.Superseded values are not recommended for survey control.
 JZ1505
 JZ1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1505.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1505
 JZ1505_MARKER: DD = SURVEY DISK
 JZ1505_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1505_STAMPING: 102 S
 JZ1505_MARK LOGO: CGS+SS
 JZ1505_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1505
 JZ1505  HISTORY     - Date     Condition        Report By
 JZ1505  HISTORY     - 1934     MONUMENTED       INGS
 JZ1505  HISTORY     - 1947     GOOD             CGS
 JZ1505
 JZ1505                          STATION DESCRIPTION
 JZ1505
 JZ1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1505'2 MI E FROM KENNARD.
 JZ1505'ABOUT 2.0 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ1505'AND ST. LOUIS RAILWAY FROM THE STATION AT KENNARD, ABOUT 12
 JZ1505'RAILS WEST OF A GRAVEL ROAD CROSSING, 305.5 FEET SOUTHWEST AND
 JZ1505'ACROSS THE TRACK FROM MILE POST SPG 102, 72 FEET SOUTHEAST AND
 JZ1505'ACROSS THE TRACK FROM POLE 102+3, 23.2 FEET SOUTH OF THE SOUTH
 JZ1505'RAIL, 24 FEET NORTH OF THE RIGHT-OF-WAY FENCE, ABOUT 4 FEET
 JZ1505'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1505'2 INCHES.  NOTE-- THIS MARK WAS FOUND UNSTAMPED.  IT WAS STAMPED
 JZ1505'AS SHOWN ABOVE BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1253 ***********************************************************************
 LB1253  DESIGNATION -  102.789
 LB1253  PID         -  LB1253
 LB1253  STATE/COUNTY-  IN/NEWTON
 LB1253  COUNTRY     -  US
 LB1253  USGS QUAD   -  KENTLAND (2019)
 LB1253
 LB1253                         *CURRENT SURVEY CONTROL
 LB1253  ______________________________________________________________________
 LB1253* NAD 83(1986) POSITION- 40 46 35.     (N) 087 27 00.     (W)   SCALED
 LB1253* NAVD 88 ORTHO HEIGHT -   205.807 (meters)      675.22  (feet) ADJUSTED
 LB1253  ______________________________________________________________________
 LB1253  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1253  DYNAMIC HEIGHT  -        205.714 (meters)      674.91  (feet) COMP
 LB1253  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 LB1253
 LB1253  VERT ORDER      -  FIRST     CLASS II
 LB1253
 LB1253.The horizontal coordinates were scaled from a map and have
 LB1253.an estimated accuracy of +/- 6 seconds.
 LB1253
 LB1253.The orthometric height was determined by differential leveling and
 LB1253.adjusted by the NATIONAL GEODETIC SURVEY
 LB1253.in June 1991.
 LB1253
 LB1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1253.GEOID18 height accuracy estimate available here.
 LB1253
 LB1253.Click photographs - Photos may exist for this station.
 LB1253
 LB1253.The dynamic height is computed by dividing the NAVD 88
 LB1253.geopotential number by the normal gravity value computed on the
 LB1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1253.degrees latitude (g = 980.6199 gals.).
 LB1253
 LB1253.The modeled gravity was interpolated from observed gravity values.
 LB1253
 LB1253;                    North         East    Units  Estimated Accuracy
 LB1253;SPC IN W     -   613,790.      869,050.      MT  (+/- 180 meters Scaled)
 LB1253
 LB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620140(NAD 83)
 LB1253
 LB1253                          SUPERSEDED SURVEY CONTROL
 LB1253
 LB1253  NGVD 29 (??/??/92)  205.870  (m)          675.43   (f) ADJ UNCH    1 2
 LB1253
 LB1253.Superseded values are not recommended for survey control.
 LB1253
 LB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1253.See file dsdata.pdf to determine how the superseded data were derived.
 LB1253
 LB1253_MARKER: B = BOLT
 LB1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1253_SP_SET: SIGNAL BASE
 LB1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1253
 LB1253  HISTORY     - Date     Condition        Report By
 LB1253  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1253  HISTORY     - 1934     GOOD             CGS
 LB1253
 LB1253                          STATION DESCRIPTION
 LB1253
 LB1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1253'0.5 MI N FROM KENTLAND.
 LB1253'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1253'AT KENTLAND, NEWTON COUNTY, 75 YARDS NORTH OF A WHISTLE POST,
 LB1253'IN THE TOP OF THE NORTHEAST CORNER OF A SIGNAL BASE, 20 FEET WEST
 LB1253'OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  THE
 LB1253'TOP OF AN ANCHOR BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1769 ***********************************************************************
 LB1769  DESIGNATION -  103
 LB1769  PID         -  LB1769
 LB1769  STATE/COUNTY-  IN/FOUNTAIN
 LB1769  COUNTRY     -  US
 LB1769  USGS QUAD   -  HILLSBORO (2019)
 LB1769
 LB1769                         *CURRENT SURVEY CONTROL
 LB1769  ______________________________________________________________________
 LB1769* NAD 83(1986) POSITION- 40 02 53.     (N) 087 14 35.     (W)   SCALED
 LB1769* NAVD 88 ORTHO HEIGHT -   206.750 (meters)      678.31  (feet) ADJUSTED
 LB1769  ______________________________________________________________________
 LB1769  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 LB1769  DYNAMIC HEIGHT  -        206.640 (meters)      677.95  (feet) COMP
 LB1769  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 LB1769
 LB1769  VERT ORDER      -  SECOND    CLASS 0
 LB1769
 LB1769.The horizontal coordinates were scaled from a map and have
 LB1769.an estimated accuracy of +/- 6 seconds.
 LB1769
 LB1769.The orthometric height was determined by differential leveling and
 LB1769.adjusted by the NATIONAL GEODETIC SURVEY
 LB1769.in June 1991.
 LB1769
 LB1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1769.GEOID18 height accuracy estimate available here.
 LB1769
 LB1769.Click photographs - Photos may exist for this station.
 LB1769
 LB1769.The dynamic height is computed by dividing the NAVD 88
 LB1769.geopotential number by the normal gravity value computed on the
 LB1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1769.degrees latitude (g = 980.6199 gals.).
 LB1769
 LB1769.The modeled gravity was interpolated from observed gravity values.
 LB1769
 LB1769;                    North         East    Units  Estimated Accuracy
 LB1769;SPC IN W     -   532,870.      886,370.      MT  (+/- 180 meters Scaled)
 LB1769
 LB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792331(NAD 83)
 LB1769
 LB1769                          SUPERSEDED SURVEY CONTROL
 LB1769
 LB1769  NGVD 29 (??/??/92)  206.823  (m)          678.55   (f) ADJ UNCH    2 0
 LB1769
 LB1769.Superseded values are not recommended for survey control.
 LB1769
 LB1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1769.See file dsdata.pdf to determine how the superseded data were derived.
 LB1769
 LB1769_MARKER: DD = SURVEY DISK
 LB1769_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1769_STAMPING: 103
 LB1769_MARK LOGO: CGS+SS
 LB1769_PROJECTION: FLUSH
 LB1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1769
 LB1769  HISTORY     - Date     Condition        Report By
 LB1769  HISTORY     - 1934     MONUMENTED       INGS
 LB1769  HISTORY     - 1946     GOOD             CGS
 LB1769
 LB1769                          STATION DESCRIPTION
 LB1769
 LB1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1769'0.4 MI N FROM STEAM CORNER.
 LB1769'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1769'AT STEAM CORNER, 133 FEET NORTH OF THE NORTHWEST CORNER OF A
 LB1769'FARM HOUSE, 50 FEET EAST OF AND ABOUT 2 FEET ABOVE THE CENTER
 LB1769'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET EAST
 LB1769'OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 LB1769'STAMPED 103 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LB1769'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0012 ***********************************************************************
 JA0012  DESIGNATION -  103/26 BORR
 JA0012  PID         -  JA0012
 JA0012  STATE/COUNTY-  IN/JACKSON
 JA0012  COUNTRY     -  US
 JA0012  USGS QUAD   -  MEDORA (2019)
 JA0012
 JA0012                         *CURRENT SURVEY CONTROL
 JA0012  ______________________________________________________________________
 JA0012* NAD 83(1986) POSITION- 38 50 02.     (N) 086 07 57.     (W)   SCALED
 JA0012* NAVD 88 ORTHO HEIGHT -   162.833 (meters)      534.23  (feet) ADJUSTED
 JA0012  ______________________________________________________________________
 JA0012  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 JA0012  DYNAMIC HEIGHT  -        162.729 (meters)      533.89  (feet) COMP
 JA0012  MODELED GRAVITY -    979,985.0   (mgal)                       NAVD 88
 JA0012
 JA0012  VERT ORDER      -  FIRST     CLASS II
 JA0012
 JA0012.The horizontal coordinates were scaled from a map and have
 JA0012.an estimated accuracy of +/- 6 seconds.
 JA0012
 JA0012.The orthometric height was determined by differential leveling and
 JA0012.adjusted by the NATIONAL GEODETIC SURVEY
 JA0012.in June 1991.
 JA0012
 JA0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0012.GEOID18 height accuracy estimate available here.
 JA0012
 JA0012.Click photographs - Photos may exist for this station.
 JA0012
 JA0012.The dynamic height is computed by dividing the NAVD 88
 JA0012.geopotential number by the normal gravity value computed on the
 JA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0012.degrees latitude (g = 980.6199 gals.).
 JA0012
 JA0012.The modeled gravity was interpolated from observed gravity values.
 JA0012
 JA0012;                    North         East    Units  Estimated Accuracy
 JA0012;SPC IN E     -   398,160.       59,550.      MT  (+/- 180 meters Scaled)
 JA0012
 JA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH752987(NAD 83)
 JA0012
 JA0012                          SUPERSEDED SURVEY CONTROL
 JA0012
 JA0012  NGVD 29 (??/??/92)  162.955  (m)          534.63   (f) ADJ UNCH    1 2
 JA0012
 JA0012.Superseded values are not recommended for survey control.
 JA0012
 JA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0012.See file dsdata.pdf to determine how the superseded data were derived.
 JA0012
 JA0012_MARKER: Q = CHISELED SQUARE
 JA0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0012_SP_SET: BRIDGE
 JA0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0012
 JA0012  HISTORY     - Date     Condition        Report By
 JA0012  HISTORY     - UNK      MONUMENTED       BORR
 JA0012  HISTORY     - 1934     GOOD             CGS
 JA0012
 JA0012                          STATION DESCRIPTION
 JA0012
 JA0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0012'2.5 MI SW FROM VALLONIA.
 JA0012'2.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0012'VALLONIA, JACKSON COUNTY, AT BRIDGE 103/26 OVER WHITE RIVER, AND
 JA0012'ON THE NORTH END OF THE WEST ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1247 ***********************************************************************
 JZ1247  DESIGNATION -  1035
 JZ1247  PID         -  JZ1247
 JZ1247  STATE/COUNTY-  IN/UNION
 JZ1247  COUNTRY     -  US
 JZ1247  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1247
 JZ1247                         *CURRENT SURVEY CONTROL
 JZ1247  ______________________________________________________________________
 JZ1247* NAD 83(1986) POSITION- 39 35 29.     (N) 084 51 09.     (W)   SCALED
 JZ1247* NAVD 88 ORTHO HEIGHT -   315.101 (meters)     1033.79  (feet) ADJUSTED
 JZ1247  ______________________________________________________________________
 JZ1247  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 JZ1247  DYNAMIC HEIGHT  -        314.919 (meters)     1033.20  (feet) COMP
 JZ1247  MODELED GRAVITY -    980,041.7   (mgal)                       NAVD 88
 JZ1247
 JZ1247  VERT ORDER      -  SECOND    CLASS 0
 JZ1247
 JZ1247.The horizontal coordinates were scaled from a map and have
 JZ1247.an estimated accuracy of +/- 6 seconds.
 JZ1247
 JZ1247.The orthometric height was determined by differential leveling and
 JZ1247.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1247.in June 1991.
 JZ1247
 JZ1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1247.GEOID18 height accuracy estimate available here.
 JZ1247
 JZ1247.Click photographs - Photos may exist for this station.
 JZ1247
 JZ1247.The dynamic height is computed by dividing the NAVD 88
 JZ1247.geopotential number by the normal gravity value computed on the
 JZ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1247.degrees latitude (g = 980.6199 gals.).
 JZ1247
 JZ1247.The modeled gravity was interpolated from observed gravity values.
 JZ1247
 JZ1247;                    North         East    Units  Estimated Accuracy
 JZ1247;SPC IN E     -   482,470.      169,940.      MT  (+/- 180 meters Scaled)
 JZ1247
 JZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844846(NAD 83)
 JZ1247
 JZ1247                          SUPERSEDED SURVEY CONTROL
 JZ1247
 JZ1247  NGVD 29 (??/??/92)  315.253  (m)         1034.29   (f) ADJ UNCH    2 0
 JZ1247
 JZ1247.Superseded values are not recommended for survey control.
 JZ1247
 JZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1247.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1247
 JZ1247_MARKER: Q = CHISELED SQUARE
 JZ1247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1247_SP_SET: CULVERT HEADWALL
 JZ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1247+STABILITY: SURFACE MOTION
 JZ1247
 JZ1247  HISTORY     - Date     Condition        Report By
 JZ1247  HISTORY     - UNK      MONUMENTED       USGS
 JZ1247  HISTORY     - 1947     GOOD             CGS
 JZ1247
 JZ1247                          STATION DESCRIPTION
 JZ1247
 JZ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1247'0.5 MI SE FROM COTTAGE GROVE.
 JZ1247'0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1247'THE STATION AT COTTAGE GROVE, IN THE NORTHWEST ANGLE OF THE
 JZ1247'FIRST NORTH-SOUTH ROAD CROSSING SOUTHEAST OF THE STATION, SET
 JZ1247'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF
 JZ1247'A 1-FOOT STEEL PIPE CULVERT UNDER THE GRAVEL ROAD, 21 FEET
 JZ1247'NORTHEAST OF THE NORTHEAST RAIL, 15.5 FEET WEST OF THE CENTER
 JZ1247'LINE OF THE ROAD AND 2 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0396 ***********************************************************************
 LB0396  DESIGNATION -  104
 LB0396  PID         -  LB0396
 LB0396  STATE/COUNTY-  IN/HAMILTON
 LB0396  COUNTRY     -  US
 LB0396  USGS QUAD   -  NOBLESVILLE (2019)
 LB0396
 LB0396                         *CURRENT SURVEY CONTROL
 LB0396  ______________________________________________________________________
 LB0396* NAD 83(1986) POSITION- 40 02 25.0    (N) 086 03 40.7    (W)   HD_HELD2
 LB0396* NAVD 88 ORTHO HEIGHT -   246.611 (meters)      809.09  (feet) ADJUSTED
 LB0396  ______________________________________________________________________
 LB0396  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 LB0396  DYNAMIC HEIGHT  -        246.475 (meters)      808.64  (feet) COMP
 LB0396  MODELED GRAVITY -    980,069.1   (mgal)                       NAVD 88
 LB0396
 LB0396  VERT ORDER      -  SECOND    CLASS 0
 LB0396
 LB0396.The horizontal coordinates were established by autonomous hand held GPS
 LB0396.observations and have an estimated accuracy of +/- 10 meters.
 LB0396
 LB0396.The orthometric height was determined by differential leveling and
 LB0396.adjusted by the NATIONAL GEODETIC SURVEY
 LB0396.in June 1991.
 LB0396
 LB0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0396.GEOID18 height accuracy estimate available here.
 LB0396
 LB0396.Click photographs - Photos may exist for this station.
 LB0396
 LB0396.The dynamic height is computed by dividing the NAVD 88
 LB0396.geopotential number by the normal gravity value computed on the
 LB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0396.degrees latitude (g = 980.6199 gals.).
 LB0396
 LB0396.The modeled gravity was interpolated from observed gravity values.
 LB0396
 LB0396;                    North         East    Units  Estimated Accuracy
 LB0396;SPC IN E     -   532,064.       66,321.      MT  (+/- 10 meters HH2 GPS)
 LB0396
 LB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8008032649(NAD 83)
 LB0396
 LB0396                          SUPERSEDED SURVEY CONTROL
 LB0396
 LB0396  NGVD 29 (??/??/92)  246.737  (m)          809.50   (f) ADJ UNCH    2 0
 LB0396
 LB0396.Superseded values are not recommended for survey control.
 LB0396
 LB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0396.See file dsdata.pdf to determine how the superseded data were derived.
 LB0396
 LB0396_MARKER: DD = SURVEY DISK
 LB0396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0396_STAMPING: 104
 LB0396_MARK LOGO: CGS+SS
 LB0396_PROJECTION: PROJECTING 61 CENTIMETERS
 LB0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0396+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 LB0396
 LB0396  HISTORY     - Date     Condition        Report By
 LB0396  HISTORY     - 1934     MONUMENTED       INGS
 LB0396  HISTORY     - 1935     GOOD             CGS
 LB0396  HISTORY     - 1977     GOOD             LOCENG
 LB0396  HISTORY     - 20090529 GOOD             MAJENG
 LB0396  HISTORY     - 20180927 GOOD             PICI
 LB0396  HISTORY     - 20221031 GOOD             IN-057
 LB0396
 LB0396                          STATION DESCRIPTION
 LB0396
 LB0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0396'2.5 MI W FROM NOBLESVILLE.
 LB0396'2.5 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LB0396'STATION AT NOBLESVILLE, HAMILTON COUNTY, IN THE SOUTHWEST ANGLE
 LB0396'OF THE CROSSING OF A GRAVEL ROAD, 54.7 FEET WEST OF THE CENTERLINE
 LB0396'OF THE ROAD, 10.7 FEET SOUTH OF THE SOUTH RAIL, 34.6 FEET WEST
 LB0396'OF A FENCE CORNER, 9.1 FEET NORTH OF THE FENCE LINE, AND
 LB0396'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD
 LB0396'DISK, STAMPED 104 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LB0396'WITH THE GROUND.
 LB0396
 LB0396                          STATION RECOVERY (1977)
 LB0396
 LB0396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0396'RECOVERED IN GOOD CONDITION.
 LB0396
 LB0396                          STATION RECOVERY (2009)
 LB0396
 LB0396'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2009 (MK)
 LB0396'RAILROAD NO LONGER THERE. MONUMENT IN THE OPEN AND SURVEY POST PLACED
 LB0396'BEHIND IT.
 LB0396
 LB0396                          STATION RECOVERY (2018)
 LB0396
 LB0396'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2018 (KM)
 LB0396'RECOVERED IN GOOD CONDITION.
 LB0396
 LB0396                          STATION RECOVERY (2022)
 LB0396
 LB0396'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0396'2.5 MI (4.0 KM) WEST FROM NOBLESVILLE ON SR 32.  0.25 MI (0.40 KM)
 LB0396'SOUTH ALONG MILL CREEK ROAD IN THE SOUTHWEST ANGLE OF THE CROSSING OF
 LB0396'MILL CREEK ROAD AND MIDLAND TRACE TRAIL.  26 FT (7.9 M) WEST OF CENTER
 LB0396'OF MILL CREEK ROAD, 7 FT (2.1 M) SOUTH OF THE CENTERLINE OF MIDLAND
 LB0396'TRACE TRAIL.  FROM GROUND LEVEL ON SOUTH FACE MARK IS ABOUT 8 INCHES
 LB0396'(20 CM) ABOVE SURFACE.  FROM SURFACE OF MIDLAND TRACE TRAIL ON NORTH
 LB0396'FACE MARK IS ABOUT 2 FT (0.6 M) ABOVE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1770 ***********************************************************************
 LB1770  DESIGNATION -  104
 LB1770  PID         -  LB1770
 LB1770  STATE/COUNTY-  IN/FOUNTAIN
 LB1770  COUNTRY     -  US
 LB1770  USGS QUAD   -  HILLSBORO (2019)
 LB1770
 LB1770                         *CURRENT SURVEY CONTROL
 LB1770  ______________________________________________________________________
 LB1770* NAD 83(1986) POSITION- 40 03 13.     (N) 087 14 36.     (W)   SCALED
 LB1770* NAVD 88 ORTHO HEIGHT -   209.387 (meters)      686.96  (feet) ADJUSTED
 LB1770  ______________________________________________________________________
 LB1770  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 LB1770  DYNAMIC HEIGHT  -        209.276 (meters)      686.60  (feet) COMP
 LB1770  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB1770
 LB1770  VERT ORDER      -  SECOND    CLASS 0
 LB1770
 LB1770.The horizontal coordinates were scaled from a map and have
 LB1770.an estimated accuracy of +/- 6 seconds.
 LB1770
 LB1770.The orthometric height was determined by differential leveling and
 LB1770.adjusted by the NATIONAL GEODETIC SURVEY
 LB1770.in June 1991.
 LB1770
 LB1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1770.GEOID18 height accuracy estimate available here.
 LB1770
 LB1770.Click photographs - Photos may exist for this station.
 LB1770
 LB1770.The dynamic height is computed by dividing the NAVD 88
 LB1770.geopotential number by the normal gravity value computed on the
 LB1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1770.degrees latitude (g = 980.6199 gals.).
 LB1770
 LB1770.The modeled gravity was interpolated from observed gravity values.
 LB1770
 LB1770;                    North         East    Units  Estimated Accuracy
 LB1770;SPC IN W     -   533,480.      886,350.      MT  (+/- 180 meters Scaled)
 LB1770
 LB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792337(NAD 83)
 LB1770
 LB1770                          SUPERSEDED SURVEY CONTROL
 LB1770
 LB1770  NGVD 29 (??/??/92)  209.460  (m)          687.20   (f) ADJ UNCH    2 0
 LB1770
 LB1770.Superseded values are not recommended for survey control.
 LB1770
 LB1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1770.See file dsdata.pdf to determine how the superseded data were derived.
 LB1770
 LB1770_MARKER: DD = SURVEY DISK
 LB1770_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1770_STAMPING: 104
 LB1770_MARK LOGO: CGS+SS
 LB1770_PROJECTION: PROJECTING 3 CENTIMETERS
 LB1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1770
 LB1770  HISTORY     - Date     Condition        Report By
 LB1770  HISTORY     - 1934     MONUMENTED       INGS
 LB1770  HISTORY     - 1946     GOOD             CGS
 LB1770
 LB1770                          STATION DESCRIPTION
 LB1770
 LB1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1770'0.7 MI N FROM STEAM CORNER.
 LB1770'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1770'AT STEAM CORNER, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1770'23 FEET WEST OF A ROUND CONCRETE FENCE CORNER POST, 17 FEET
 LB1770'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 1.5 FEET NORTH
 LB1770'OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LB1770'AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 LB1770'STAMPED 104 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1770'1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0630 ***********************************************************************
 MD0630  DESIGNATION -  104
 MD0630  PID         -  MD0630
 MD0630  STATE/COUNTY-  IN/ALLEN
 MD0630  COUNTRY     -  US
 MD0630  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0630
 MD0630                         *CURRENT SURVEY CONTROL
 MD0630  ______________________________________________________________________
 MD0630* NAD 83(1997) POSITION- 41 04 38.71392(N) 085 06 52.46925(W)   ADJUSTED
 MD0630* NAVD 88 ORTHO HEIGHT -   237.945 (meters)      780.66  (feet) ADJUSTED
 MD0630  ______________________________________________________________________
 MD0630  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 MD0630  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 MD0630  DYNAMIC HEIGHT  -        237.850 (meters)      780.35  (feet) COMP
 MD0630  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD0630
 MD0630  HORZ ORDER      -  SECOND
 MD0630  VERT ORDER      -  FIRST     CLASS I
 MD0630
 MD0630.The horizontal coordinates were established by classical geodetic methods
 MD0630.and adjusted by the National Geodetic Survey in May 1999.
 MD0630
 MD0630.The orthometric height was determined by differential leveling and
 MD0630.adjusted by the NATIONAL GEODETIC SURVEY
 MD0630.in June 1991.
 MD0630
 MD0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0630.GEOID18 height accuracy estimate available here.
 MD0630
 MD0630.Click photographs - Photos may exist for this station.
 MD0630
 MD0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0630
 MD0630.The dynamic height is computed by dividing the NAVD 88
 MD0630.geopotential number by the normal gravity value computed on the
 MD0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0630.degrees latitude (g = 980.6199 gals.).
 MD0630
 MD0630.The modeled gravity was interpolated from observed gravity values.
 MD0630
 MD0630. The following values were computed from the NAD 83(1997) position.
 MD0630
 MD0630;                    North         East     Units Scale Factor Converg.
 MD0630;SPC IN E     -   647,302.696   146,394.510   MT  0.99999315   +0 21 46.0
 MD0630;SPC IN E     - 2,123,692.26    480,295.99   sFT  0.99999315   +0 21 46.0
 MD0630;UTM  16      - 4,549,064.202   658,385.417   MT  0.99990875   +1 14 20.9
 MD0630
 MD0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0630!SPC IN E     -   0.99996785  x   0.99999315  =   0.99996100
 MD0630!UTM  16      -   0.99996785  x   0.99990875  =   0.99987661
 MD0630
 MD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5838549064(NAD 83)
 MD0630
 MD0630                          SUPERSEDED SURVEY CONTROL
 MD0630
 MD0630  NAD 83(1995)-  41 04 38.71478(N)    085 06 52.47349(W) AD(       ) 2
 MD0630  NAD 83(1986)-  41 04 38.71544(N)    085 06 52.48332(W) AD(       ) 2
 MD0630  NAD 27      -  41 04 38.54120(N)    085 06 52.59310(W) AD(       ) 2
 MD0630  NGVD 29 (01/19/93)  238.106  (m)          781.19   (f) ADJUSTED    1 1
 MD0630  NGVD 29 (??/??/92)  238.106  (m)          781.19   (f) SUPERSEDED  1 1
 MD0630  NGVD 29             238.11   (m)          781.2    (f) LEVELING    3  
 MD0630
 MD0630.Superseded values are not recommended for survey control.
 MD0630
 MD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0630.See file dsdata.pdf to determine how the superseded data were derived.
 MD0630
 MD0630_MARKER: DD = SURVEY DISK
 MD0630_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0630_STAMPING: 104
 MD0630_MARK LOGO: CGS+SS
 MD0630_PROJECTION: RECESSED 15 CENTIMETERS
 MD0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0630+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 MD0630
 MD0630  HISTORY     - Date     Condition        Report By
 MD0630  HISTORY     - 1934     MONUMENTED       INGS
 MD0630  HISTORY     - 1963     GOOD             CGS
 MD0630  HISTORY     - 1968     GOOD             CGS
 MD0630  HISTORY     - 19921011 GOOD             NGS
 MD0630  HISTORY     - 20060510 GOOD             CMT
 MD0630
 MD0630                          STATION DESCRIPTION
 MD0630
 MD0630'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 MD0630'THIS IS A TRAVERSE STATION.
 MD0630'
 MD0630'STATION IS LOCATED IN THE EAST SECTION OF FORT WAYNE UNDER A MANHOLE
 MD0630'COVER IN THE CENTER OF
 MD0630'ANTHONY BLVD. ABOUT 500 FEET NORTH OF MAUMEE STREET.  THE DISK IS A
 MD0630'STANDARD U.S.C. AND G.S AND STATE
 MD0630'SURVEY DISK STAMPED 104.  A TRAVERSE CONNECTION WAS MADE
 MD0630'FROM TRIANGULATION STATION CONCORDIA AND THE
 MD0630'DISTANCE WAS FOUND TO BE 24.182 METERS.
 MD0630
 MD0630                          STATION RECOVERY (1963)
 MD0630
 MD0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0630'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R. C. BOLSTAD UPON
 MD0630'TRAVERSE CONNECTION TO TRIANGULATION STATION CONCORDIA IN 1946.
 MD0630'THE 1946 DISTANCE IS APPARENTLY CORRECT THOUGH  IT WAS NOT
 MD0630'CHECKED BY OTHER THAN PACING DUE TO THE HEAVY TRAFFIC ALONG THE
 MD0630'STREET.
 MD0630
 MD0630                          STATION RECOVERY (1968)
 MD0630
 MD0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0630'AT FORT WAYNE.
 MD0630'AT FORT WAYNE, ABOUT 0.15 MILE SOUTH ALONG SOUTH ANTHONY BLVD
 MD0630'FROM THE INTERSECTION OF EAST WASHINGTON BLVD, ABOUT MIDWAY
 MD0630'BETWEEN EAST WASHINGTON BLVD AND MAUMEE AVENUE, ALONG THE EAST
 MD0630'SIDE OF THE ANTHONY PLAZA SHOPPING CENTER, IN THE CENTER OF
 MD0630'ANTHONY BLVD, 32 FEET EAST OF THE WEST CURB OF THE BLVD, 20 FEET
 MD0630'WEST OF THE EAST CURB OF THE BLVD, 79.3 FEET NORTHEAST OF
 MD0630'TRIANGULATION STATION CONCORDIA DESCRIBED, SET IN THE TOP OF A
 MD0630'CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE BLVD ACCESS TO
 MD0630'WHICH IS HAD BY REMOVING AN IRON MANHOLE COVER.  (IN SECTION 1
 MD0630'OR 6, R 13 E, T 30 N).
 MD0630
 MD0630                          STATION RECOVERY (1992)
 MD0630
 MD0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0630'0.4 KM (0.25 MI) NORTHERLY ALONG HARRISON STREET FROM THE CONRAIL
 MD0630'RAILROAD STATION IN FORT WAYNE, THENCE 1.4 KM (0.85 MI) EASTERLY
 MD0630'ALONG JEFFERSON STREET, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG MAUMEE
 MD0630'STREET, THENCE 0.2 KM (0.10 MI) NORTH ALONG ANTHONY STREET, 67.3 M
 MD0630'(220.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE INDIANA INSTITUTE
 MD0630'OF TECHNOLOGY RESEARCH AND DEVELOPMENT BUILDING, 24.2 M (79.4 FT)
 MD0630'NORTHEAST OF TRIANGULATION STATION CONCORDIA RESET, 9.8 M (32.2 FT)
 MD0630'EAST OF THE WEST CURB OF THE BOULEVARD, AND ON THE CENTERLINE OF
 MD0630'ANTHONY BOULEVARD.  NOTE--THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 MD0630'BELOW THE ROAD SURFACE.  ACCESS TO THE MONUMENT IS THROUGH A 24-INCH
 MD0630'MANHOLE COVER.
 MD0630
 MD0630                          STATION RECOVERY (2006)
 MD0630
 MD0630'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1269 ***********************************************************************
 LB1269  DESIGNATION -  104.394
 LB1269  PID         -  LB1269
 LB1269  STATE/COUNTY-  IN/NEWTON
 LB1269  COUNTRY     -  US
 LB1269  USGS QUAD   -  MOROCCO (2019)
 LB1269
 LB1269                         *CURRENT SURVEY CONTROL
 LB1269  ______________________________________________________________________
 LB1269* NAD 83(1986) POSITION- 40 54 33.     (N) 087 26 39.     (W)   SCALED
 LB1269* NAVD 88 ORTHO HEIGHT -   206.068 (meters)      676.07  (feet) ADJUSTED
 LB1269  ______________________________________________________________________
 LB1269  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 LB1269  DYNAMIC HEIGHT  -        205.978 (meters)      675.78  (feet) COMP
 LB1269  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LB1269
 LB1269  VERT ORDER      -  FIRST     CLASS II
 LB1269
 LB1269.The horizontal coordinates were scaled from a map and have
 LB1269.an estimated accuracy of +/- 6 seconds.
 LB1269
 LB1269.The orthometric height was determined by differential leveling and
 LB1269.adjusted by the NATIONAL GEODETIC SURVEY
 LB1269.in June 1991.
 LB1269
 LB1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1269.GEOID18 height accuracy estimate available here.
 LB1269
 LB1269.Click photographs - Photos may exist for this station.
 LB1269
 LB1269.The dynamic height is computed by dividing the NAVD 88
 LB1269.geopotential number by the normal gravity value computed on the
 LB1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1269.degrees latitude (g = 980.6199 gals.).
 LB1269
 LB1269.The modeled gravity was interpolated from observed gravity values.
 LB1269
 LB1269;                    North         East    Units  Estimated Accuracy
 LB1269;SPC IN W     -   628,530.      869,600.      MT  (+/- 180 meters Scaled)
 LB1269
 LB1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625287(NAD 83)
 LB1269
 LB1269                          SUPERSEDED SURVEY CONTROL
 LB1269
 LB1269  NGVD 29 (??/??/92)  206.140  (m)          676.31   (f) ADJ UNCH    1 2
 LB1269
 LB1269.Superseded values are not recommended for survey control.
 LB1269
 LB1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1269.See file dsdata.pdf to determine how the superseded data were derived.
 LB1269
 LB1269_MARKER: X = CHISELED CROSS
 LB1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1269_SP_SET: CULVERT
 LB1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1269
 LB1269  HISTORY     - Date     Condition        Report By
 LB1269  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1269  HISTORY     - 1934     GOOD             CGS
 LB1269
 LB1269                          STATION DESCRIPTION
 LB1269
 LB1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1269'2.7 MI S FROM MOROCCO.
 LB1269'2.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1269'STATION AT MOROCCO, NEWTON COUNTY, 0.4 MILE SOUTH OF MILEPOST 71,
 LB1269'45 FEET EAST OF SECTION POST 2745, AT CULVERT 71.38, ON THE TOP
 LB1269'OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 23 FEET EAST OF THE
 LB1269'EAST RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 6 FEET LOWER THAN
 LB1269'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1771 ***********************************************************************
 LB1771  DESIGNATION -  105
 LB1771  PID         -  LB1771
 LB1771  STATE/COUNTY-  IN/FOUNTAIN
 LB1771  COUNTRY     -  US
 LB1771  USGS QUAD   -  HILLSBORO (2019)
 LB1771
 LB1771                         *CURRENT SURVEY CONTROL
 LB1771  ______________________________________________________________________
 LB1771* NAD 83(1986) POSITION- 40 03 40.     (N) 087 14 34.     (W)   SCALED
 LB1771* NAVD 88 ORTHO HEIGHT -   202.606 (meters)      664.72  (feet) ADJUSTED
 LB1771  ______________________________________________________________________
 LB1771  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 LB1771  DYNAMIC HEIGHT  -        202.499 (meters)      664.37  (feet) COMP
 LB1771  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 LB1771
 LB1771  VERT ORDER      -  SECOND    CLASS 0
 LB1771
 LB1771.The horizontal coordinates were scaled from a map and have
 LB1771.an estimated accuracy of +/- 6 seconds.
 LB1771
 LB1771.The orthometric height was determined by differential leveling and
 LB1771.adjusted by the NATIONAL GEODETIC SURVEY
 LB1771.in June 1991.
 LB1771
 LB1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1771.GEOID18 height accuracy estimate available here.
 LB1771
 LB1771.Click photographs - Photos may exist for this station.
 LB1771
 LB1771.The dynamic height is computed by dividing the NAVD 88
 LB1771.geopotential number by the normal gravity value computed on the
 LB1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1771.degrees latitude (g = 980.6199 gals.).
 LB1771
 LB1771.The modeled gravity was interpolated from observed gravity values.
 LB1771
 LB1771;                    North         East    Units  Estimated Accuracy
 LB1771;SPC IN W     -   534,320.      886,400.      MT  (+/- 180 meters Scaled)
 LB1771
 LB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792345(NAD 83)
 LB1771
 LB1771                          SUPERSEDED SURVEY CONTROL
 LB1771
 LB1771  NGVD 29 (??/??/92)  202.680  (m)          664.96   (f) ADJ UNCH    2 0
 LB1771
 LB1771.Superseded values are not recommended for survey control.
 LB1771
 LB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1771.See file dsdata.pdf to determine how the superseded data were derived.
 LB1771
 LB1771_MARKER: DD = SURVEY DISK
 LB1771_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1771_STAMPING: 105
 LB1771_MARK LOGO: CGS+SS
 LB1771_PROJECTION: FLUSH
 LB1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1771
 LB1771  HISTORY     - Date     Condition        Report By
 LB1771  HISTORY     - 1934     MONUMENTED       INGS
 LB1771  HISTORY     - 1946     GOOD             CGS
 LB1771
 LB1771                          STATION DESCRIPTION
 LB1771
 LB1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1771'1.2 MI N FROM STEAM CORNER.
 LB1771'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1771'AT STEAM CORNER, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 LB1771'53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH
 LB1771'OF THE CENTER LINE OF THE ROAD EAST, 2.5 FEET EAST OF A TELEPHONE
 LB1771'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 LB1771'THE HIGHWAY, AND IN A FENCE LINE.  A STATE SURVEY STANDARD DISK,
 LB1771'STAMPED 105 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LB1771'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0164 ***********************************************************************
 LB0164  DESIGNATION -  105
 LB0164  PID         -  LB0164
 LB0164  STATE/COUNTY-  IN/FULTON
 LB0164  COUNTRY     -  US
 LB0164  USGS QUAD   -  MACY (2019)
 LB0164
 LB0164                         *CURRENT SURVEY CONTROL
 LB0164  ______________________________________________________________________
 LB0164* NAD 83(1986) POSITION- 40 59 51.     (N) 086 14 10.     (W)   SCALED
 LB0164* NAVD 88 ORTHO HEIGHT -   247.825 (meters)      813.07  (feet) ADJUSTED
 LB0164  ______________________________________________________________________
 LB0164  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 LB0164  DYNAMIC HEIGHT  -        247.717 (meters)      812.72  (feet) COMP
 LB0164  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 LB0164
 LB0164  VERT ORDER      -  SECOND    CLASS 0
 LB0164
 LB0164.The horizontal coordinates were scaled from a map and have
 LB0164.an estimated accuracy of +/- 6 seconds.
 LB0164
 LB0164.The orthometric height was determined by differential leveling and
 LB0164.adjusted by the NATIONAL GEODETIC SURVEY
 LB0164.in June 1991.
 LB0164
 LB0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0164.GEOID18 height accuracy estimate available here.
 LB0164
 LB0164.Click photographs - Photos may exist for this station.
 LB0164
 LB0164.The dynamic height is computed by dividing the NAVD 88
 LB0164.geopotential number by the normal gravity value computed on the
 LB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0164.degrees latitude (g = 980.6199 gals.).
 LB0164
 LB0164.The modeled gravity was interpolated from observed gravity values.
 LB0164
 LB0164;                    North         East    Units  Estimated Accuracy
 LB0164;SPC IN E     -   638,440.       52,090.      MT  (+/- 180 meters Scaled)
 LB0164
 LB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL642387(NAD 83)
 LB0164
 LB0164                          SUPERSEDED SURVEY CONTROL
 LB0164
 LB0164  NGVD 29 (??/??/92)  247.946  (m)          813.47   (f) ADJ UNCH    2 0
 LB0164
 LB0164.Superseded values are not recommended for survey control.
 LB0164
 LB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0164.See file dsdata.pdf to determine how the superseded data were derived.
 LB0164
 LB0164_MARKER: DD = SURVEY DISK
 LB0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0164_STAMPING: 105
 LB0164_MARK LOGO: CGS+SS
 LB0164_PROJECTION: FLUSH
 LB0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0164
 LB0164  HISTORY     - Date     Condition        Report By
 LB0164  HISTORY     - 1934     MONUMENTED       INGS
 LB0164  HISTORY     - 1946     GOOD             CGS
 LB0164  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0164  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 LB0164
 LB0164                          STATION DESCRIPTION
 LB0164
 LB0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0164'3.7 MI N FROM FULTON.
 LB0164'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0164'AT FULTON, ABOUT 65 YARDS SOUTH OF THE JUNCTION WITH A GRAVEL
 LB0164'ROAD LEADING WEST AND ABOUT 100 YARDS NORTH OF A PAVED ROAD
 LB0164'LEADING EAST, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB0164'48 FEET NORTHWEST OF THE NORTHWEST CORNER OF R.L. MILLERS RESIDENCE,
 LB0164'7 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET NORTHWEST OF A 36-INCH
 LB0164'MAPLE TREE, 38 FEET NORTHEAST OF A POWER LINE POLE NUMBER 3-154/125,
 LB0164'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF
 LB0164'A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS APT
 LB0164'TO BE COVERED WITH SOD UPON FUTURE RECOVERY.
 LB0164
 LB0164                          STATION RECOVERY (1989)
 LB0164
 LB0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0164'MARK NOT FOUND.
 LB0164
 LB0164                          STATION RECOVERY (1992)
 LB0164
 LB0164'RECOVERY NOTE BY US POWER SQUADRON 1992 (BW)
 LB0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2426 ***********************************************************************
 ME2426  DESIGNATION -  105
 ME2426  PID         -  ME2426
 ME2426  STATE/COUNTY-  IN/LA PORTE
 ME2426  COUNTRY     -  US
 ME2426  USGS QUAD   -  LAPORTE EAST (2019)
 ME2426
 ME2426                         *CURRENT SURVEY CONTROL
 ME2426  ______________________________________________________________________
 ME2426* NAD 83(1997) POSITION- 41 34 54.56438(N) 086 44 55.99786(W)   ADJUSTED
 ME2426* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 ME2426  ______________________________________________________________________
 ME2426  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME2426  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 ME2426  HORZ ORDER      -  SECOND
 ME2426
 ME2426.The horizontal coordinates were established by classical geodetic methods
 ME2426.and adjusted by the National Geodetic Survey in May 1999.
 ME2426
 ME2426.The orthometric height was scaled from a topographic map.
 ME2426
 ME2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2426.GEOID18 height accuracy estimate available here.
 ME2426
 ME2426.Click photographs - Photos may exist for this station.
 ME2426
 ME2426.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2426
 ME2426. The following values were computed from the NAD 83(1997) position.
 ME2426
 ME2426;                    North         East     Units Scale Factor Converg.
 ME2426;SPC IN W     -   703,227.106   927,888.791   MT  0.99997623   +0 13 19.1
 ME2426;SPC IN W     - 2,307,170.93  3,044,248.48   sFT  0.99997623   +0 13 19.1
 ME2426;UTM  16      - 4,603,378.700   520,932.085   MT  0.99960539   +0 09 60.0
 ME2426
 ME2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2426!SPC IN W     -   0.99996627  x   0.99997623  =   0.99994250
 ME2426!UTM  16      -   0.99996627  x   0.99960539  =   0.99957168
 ME2426
 ME2426:                Primary Azimuth Mark                     Grid Az
 ME2426:SPC IN W     -  104                                      015 48 44.5
 ME2426:UTM  16      -  104                                      015 52 03.6
 ME2426
 ME2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2093203378(NAD 83)
 ME2426
 ME2426|---------------------------------------------------------------------|
 ME2426| PID    Reference Object                     Distance      Geod. Az  |
 ME2426|                                                           dddmmss.s |
 ME2426| CM3230 104                                                0160203.6 |
 ME2426| ME2419 LAPORTE MAPLE TERRACE TANK          APPROX. 2.4 KM 0511707.5 |
 ME2426| CM3231 105 RM 1                             25.789 METERS 05703     |
 ME2426| CM3232 105 RM 2                             22.729 METERS 13406     |
 ME2426|---------------------------------------------------------------------|
 ME2426
 ME2426                          SUPERSEDED SURVEY CONTROL
 ME2426
 ME2426  NAD 83(1994)-  41 34 54.56788(N)    086 44 56.00215(W) AD(       ) 2
 ME2426  NAD 83(1986)-  41 34 54.56716(N)    086 44 56.00295(W) AD(       ) 2
 ME2426  NAD 27      -  41 34 54.41290(N)    086 44 55.92060(W) AD(       ) 2
 ME2426
 ME2426.Superseded values are not recommended for survey control.
 ME2426
 ME2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2426.See file dsdata.pdf to determine how the superseded data were derived.
 ME2426
 ME2426_MARKER: DD = SURVEY DISK
 ME2426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2426_STAMPING: NO 105
 ME2426_MARK LOGO: CGS+SS
 ME2426_PROJECTION: PROJECTING 8 CENTIMETERS
 ME2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2426
 ME2426  HISTORY     - Date     Condition        Report By
 ME2426  HISTORY     - 1934     MONUMENTED       INGS
 ME2426  HISTORY     - 1948     GOOD             CGS
 ME2426
 ME2426                          STATION DESCRIPTION
 ME2426
 ME2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2426'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF LAPORTE.  IT IS 58 FEET
 ME2426'NORTH OF A TELEPHONE POLE AND 44 WEST OF THE WEST RAIL OF THE PERE
 ME2426'MARQUETTE RAILROAD.  THE MARK IS A 4 BY 4 INCH CONCRETE POST WHICH
 ME2426'PROJECTS 3 INCHES WITH A STANDARD USC ANG GS AND SS DISK STAMPED NO
 ME2426'105.
 ME2426'
 ME2426'REFERENCE MARK NO. 1 IS 84.61 FEET NORTHEAST OF THE STATION.  IT IS 14
 ME2426'FEET EAST OF THE EAST RAIL OF THE RAILROAD.  THE MARK PROJECTS 8
 ME2426'INCHES AND THE DISK IS STAMPED NO 105 NO 1 1948.
 ME2426'
 ME2426'REFERENCE MARK NO. 2 IS 74.57 FEET SOUTHEAST OF THE STATION.  IT IS 72
 ME2426'FEET NORTH OF THE RAILROAD WHISTLE POST AND 14 FEET EAST OF THE EAST
 ME2426'RAIL OF RAILROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 ME2426'NO 105 NO 2 1948.
 ME2426'
 ME2426'NO 104 (INGS) WAS USED AS THE AZIMUTH MARK.  IT IS 0.3 MILE NORTH OF
 ME2426'THE STATION, 500 FEET SOUTH OF A RAILROAD WHISTLE POST, 40 FEET WEST
 ME2426'OF THE WEST RAIL OF RAILROAD, 2 FEET WEST OF A WHITE WITNESS POST AND
 ME2426'4 FEET EAST OF A NORTH-SOUTH FENCELINE.  THE MARK IS A 4 BY 4 INCH
 ME2426'CONCRETE POST WHICH PROJECTS 3 INCHES WITH A STANDARD USC AND GS AND
 ME2426'SS DISK STAMPED NO 104.
 ME2426'
 ME2426'TO REACH THE STATION FROM THE LAPORTE COUNTY COURTHOUSE IN LAPORTE GO
 ME2426'SOUTHWEST ON STATE HIGHWAY NO. 2 FOR 1 MILE TO A COUNTY CROSSROAD,
 ME2426'TURN LEFT AND GO SOUTH FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO
 ME2426'SOUTHWEST FOR 1.2 MILE TO RAILROAD CROSSING, TURN LEFT AND GO SOUTH ON
 ME2426'THE EAST SIDE OF RAILROAD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 ME2426'
 ME2426'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING GO NORTH ON THE
 ME2426'WEST SIDE OF RAILROAD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 ME2426'
 ME2426'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0782 ***********************************************************************
 HZ0782  DESIGNATION -  105 CAP
 HZ0782  PID         -  HZ0782
 HZ0782  STATE/COUNTY-  IN/OHIO
 HZ0782  COUNTRY     -  US
 HZ0782  USGS QUAD   -  RISING SUN (2019)
 HZ0782
 HZ0782                         *CURRENT SURVEY CONTROL
 HZ0782  ______________________________________________________________________
 HZ0782* NAD 83(1986) POSITION- 38 56 42.     (N) 084 51 30.     (W)   SCALED
 HZ0782* NAVD 88 ORTHO HEIGHT -   160.237 (meters)      525.71  (feet) ADJUSTED
 HZ0782  ______________________________________________________________________
 HZ0782  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 HZ0782  DYNAMIC HEIGHT  -        160.135 (meters)      525.38  (feet) COMP
 HZ0782  MODELED GRAVITY -    979,991.5   (mgal)                       NAVD 88
 HZ0782
 HZ0782  VERT ORDER      -  FIRST     CLASS II
 HZ0782
 HZ0782.The horizontal coordinates were scaled from a map and have
 HZ0782.an estimated accuracy of +/- 6 seconds.
 HZ0782
 HZ0782.The orthometric height was determined by differential leveling and
 HZ0782.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0782.in June 1991.
 HZ0782
 HZ0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0782.GEOID18 height accuracy estimate available here.
 HZ0782
 HZ0782.Click photographs - Photos may exist for this station.
 HZ0782
 HZ0782.The dynamic height is computed by dividing the NAVD 88
 HZ0782.geopotential number by the normal gravity value computed on the
 HZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0782.degrees latitude (g = 980.6199 gals.).
 HZ0782
 HZ0782.The modeled gravity was interpolated from observed gravity values.
 HZ0782
 HZ0782;                    North         East    Units  Estimated Accuracy
 HZ0782;SPC IN E     -   410,700.      170,080.      MT  (+/- 180 meters Scaled)
 HZ0782
 HZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856128(NAD 83)
 HZ0782
 HZ0782                          SUPERSEDED SURVEY CONTROL
 HZ0782
 HZ0782  NGVD 29 (??/??/92)  160.439  (m)          526.37   (f) ADJ UNCH    1 2
 HZ0782
 HZ0782.Superseded values are not recommended for survey control.
 HZ0782
 HZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0782.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0782
 HZ0782_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0782_STAMPING: 105
 HZ0782_MARK LOGO: USACE
 HZ0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0782
 HZ0782  HISTORY     - Date     Condition        Report By
 HZ0782  HISTORY     - UNK      MONUMENTED       USACE
 HZ0782  HISTORY     - 1965     GOOD             CGS
 HZ0782
 HZ0782                          STATION DESCRIPTION
 HZ0782
 HZ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0782'0.5 MI SW FROM RISING SUN.
 HZ0782'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 262 FROM THE
 HZ0782'COURTHOUSE AT RISING SUN, THENCE 0.4 MILE SOUTHWEST ALONG HIGH
 HZ0782'STREET, IN SECTION 10, T 3 N, R 1 W, AT THE WEST CORNER OF THE
 HZ0782'INTERSECTION OF HIGH STREET AND MAIDEN LANE, 38 FEET WEST OF THE
 HZ0782'CENTER OF THE INTERSECTION, 32 FEET SOUTHEAST OF THE CENTER LINE OF
 HZ0782'HIGH STREET, 21 FEET NORTHEAST OF THE CENTER LINE OF MAIDEN
 HZ0782'LANE, 2 FEET SOUTH OF A STREET MARKER POST, ABOUT LEVEL WITH
 HZ0782'MAIDEN LANE, ABOUT 2 FEET BELOW THE LEVEL OF THE STREET, A COPPER
 HZ0782'BOLT IN THE TOP OF AN 18 BY 18-INCH CONCRETE SLAB ABOUT 4 FEET BELOW
 HZ0782'THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 HZ0782'4-INCH IRON PIPE WHICH BEARS A U.S.E. CAP AND PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2427 ***********************************************************************
 JZ2427  DESIGNATION -  105.08
 JZ2427  PID         -  JZ2427
 JZ2427  STATE/COUNTY-  IN/HENRY
 JZ2427  COUNTRY     -  US
 JZ2427  USGS QUAD   -  SHIRLEY (2019)
 JZ2427
 JZ2427                         *CURRENT SURVEY CONTROL
 JZ2427  ______________________________________________________________________
 JZ2427* NAD 83(1986) POSITION- 39 53 56.     (N) 085 32 24.     (W)   SCALED
 JZ2427* NAVD 88 ORTHO HEIGHT -   315.742 (meters)     1035.90  (feet) ADJUSTED
 JZ2427  ______________________________________________________________________
 JZ2427  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 JZ2427  DYNAMIC HEIGHT  -        315.565 (meters)     1035.32  (feet) COMP
 JZ2427  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 JZ2427
 JZ2427  VERT ORDER      -  SECOND    CLASS 0
 JZ2427
 JZ2427.The horizontal coordinates were scaled from a map and have
 JZ2427.an estimated accuracy of +/- 6 seconds.
 JZ2427
 JZ2427.The orthometric height was determined by differential leveling and
 JZ2427.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2427.in June 1991.
 JZ2427
 JZ2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2427.GEOID18 height accuracy estimate available here.
 JZ2427
 JZ2427.Click photographs - Photos may exist for this station.
 JZ2427
 JZ2427.The dynamic height is computed by dividing the NAVD 88
 JZ2427.geopotential number by the normal gravity value computed on the
 JZ2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2427.degrees latitude (g = 980.6199 gals.).
 JZ2427
 JZ2427.The modeled gravity was interpolated from observed gravity values.
 JZ2427
 JZ2427;                    North         East    Units  Estimated Accuracy
 JZ2427;SPC IN E     -   516,300.      110,830.      MT  (+/- 180 meters Scaled)
 JZ2427
 JZ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK248175(NAD 83)
 JZ2427
 JZ2427                          SUPERSEDED SURVEY CONTROL
 JZ2427
 JZ2427  NGVD 29 (??/??/92)  315.868  (m)         1036.31   (f) ADJ UNCH    2 0
 JZ2427
 JZ2427.Superseded values are not recommended for survey control.
 JZ2427
 JZ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2427.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2427
 JZ2427_MARKER: DD = SURVEY DISK
 JZ2427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2427_MARK LOGO: CGS+SS
 JZ2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2427
 JZ2427  HISTORY     - Date     Condition        Report By
 JZ2427  HISTORY     - 1934     MONUMENTED       INGS
 JZ2427  HISTORY     - 1934     GOOD             CGS
 JZ2427
 JZ2427                          STATION DESCRIPTION
 JZ2427
 JZ2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2427'1 MI W FROM KENNARD.
 JZ2427'1.0 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ2427'LOUIS RAILWAY FROM THE STATION AT KENNARD, HENRY COUNTY, AT
 JZ2427'POLE 105/08, 38.9 FEET NORTH OF THE NORTH RAIL OF THE INDIANA
 JZ2427'RAILROAD, 29.4 FEET SOUTH OF THE SOUTH RAIL OF THE C.C.C. AND
 JZ2427'ST. L. RY. AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE
 JZ2427'RAIL.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 JZ2427'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1074 ***********************************************************************
 JA1074  DESIGNATION -  106
 JA1074  PID         -  JA1074
 JA1074  STATE/COUNTY-  IN/PIKE
 JA1074  COUNTRY     -  US
 JA1074  USGS QUAD   -  PETERSBURG (2019)
 JA1074
 JA1074                         *CURRENT SURVEY CONTROL
 JA1074  ______________________________________________________________________
 JA1074* NAD 83(1986) POSITION- 38 22 54.     (N) 087 18 58.     (W)   SCALED
 JA1074* NAVD 88 ORTHO HEIGHT -   130.309 (meters)      427.52  (feet) ADJUSTED
 JA1074  ______________________________________________________________________
 JA1074  GEOID HEIGHT    -        -31.854 (meters)                     GEOID18
 JA1074  DYNAMIC HEIGHT  -        130.223 (meters)      427.24  (feet) COMP
 JA1074  MODELED GRAVITY -    979,971.7   (mgal)                       NAVD 88
 JA1074
 JA1074  VERT ORDER      -  FIRST     CLASS II
 JA1074
 JA1074.The horizontal coordinates were scaled from a map and have
 JA1074.an estimated accuracy of +/- 6 seconds.
 JA1074
 JA1074.The orthometric height was determined by differential leveling and
 JA1074.adjusted by the NATIONAL GEODETIC SURVEY
 JA1074.in June 1991.
 JA1074
 JA1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1074.GEOID18 height accuracy estimate available here.
 JA1074
 JA1074.Click photographs - Photos may exist for this station.
 JA1074
 JA1074.The dynamic height is computed by dividing the NAVD 88
 JA1074.geopotential number by the normal gravity value computed on the
 JA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1074.degrees latitude (g = 980.6199 gals.).
 JA1074
 JA1074.The modeled gravity was interpolated from observed gravity values.
 JA1074
 JA1074;                    North         East    Units  Estimated Accuracy
 JA1074;SPC IN W     -   347,880.      879,660.      MT  (+/- 180 meters Scaled)
 JA1074
 JA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH723482(NAD 83)
 JA1074
 JA1074                          SUPERSEDED SURVEY CONTROL
 JA1074
 JA1074  NGVD 29 (??/??/??)  130.45   (m)          428.0    (f) RESET       3  
 JA1074
 JA1074.Superseded values are not recommended for survey control.
 JA1074
 JA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1074.See file dsdata.pdf to determine how the superseded data were derived.
 JA1074
 JA1074_MARKER: B = BOLT
 JA1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1074_SP_SET: BRIDGE
 JA1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1074
 JA1074  HISTORY     - Date     Condition        Report By
 JA1074  HISTORY     - UNK      MONUMENTED       SPRR
 JA1074  HISTORY     - 1965     GOOD             CGS
 JA1074  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1074
 JA1074                          STATION DESCRIPTION
 JA1074
 JA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1074'3.4 MI NE FROM OAKLAND CITY.
 JA1074'ABOUT 3.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1074'FROM THE STATION AT OAKLAND CITY, 1 TELEPHONE POLE NORTHEAST
 JA1074'OF MILEPOST 103, AT THE NORTHEAST END OF A RAILROAD BRIDGE OVER
 JA1074'THE PATOKA RIVER, SET IN THE SOUTHEAST END OF THE NORTHEAST
 JA1074'CONCRETE ABUTMENT OF THE BRIDGE, 6.1 FEET SOUTHEAST OF THE
 JA1074'SOUTHEAST RAIL, 1.7 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JA1074'ABUTMENT, AND ABOUT 5 INCHES BELOW THE LEVEL OF THE TRACK.
 JA1074
 JA1074                          STATION RECOVERY (1985)
 JA1074
 JA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0165 ***********************************************************************
 LB0165  CBN         -  This is a Cooperative Base Network Control Station.
 LB0165  DESIGNATION -  106
 LB0165  PID         -  LB0165
 LB0165  STATE/COUNTY-  IN/FULTON
 LB0165  COUNTRY     -  US
 LB0165  USGS QUAD   -  MACY (2019)
 LB0165
 LB0165                         *CURRENT SURVEY CONTROL
 LB0165  ______________________________________________________________________
 LB0165* NAD 83(2011) POSITION- 40 58 52.47936(N) 086 14 40.11175(W)   ADJUSTED
 LB0165* NAD 83(2011) ELLIP HT-   210.936 (meters)        (06/27/12)   ADJUSTED
 LB0165* NAD 83(2011) EPOCH   -  2010.00
 LB0165* NAVD 88 ORTHO HEIGHT -   244.675 (meters)      802.74  (feet) ADJUSTED
 LB0165  ______________________________________________________________________
 LB0165  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 LB0165  NAD 83(2011) X  -    315,845.465 (meters)                     COMP
 LB0165  NAD 83(2011) Y  - -4,811,761.547 (meters)                     COMP
 LB0165  NAD 83(2011) Z  -  4,160,989.331 (meters)                     COMP
 LB0165  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LB0165  DYNAMIC HEIGHT  -        244.567 (meters)      802.38  (feet) COMP
 LB0165  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 LB0165
 LB0165  VERT ORDER      -  SECOND    CLASS 0
 LB0165
 LB0165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0165  Standards:
 LB0165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0165  -------------------------------------------------------------------
 LB0165  NETWORK    0.78   1.76           0.35   0.28   0.90     -0.09939703
 LB0165  -------------------------------------------------------------------
 LB0165  Click here for local accuracies and other accuracy information.
 LB0165
 LB0165.The horizontal coordinates were established by GPS observations
 LB0165.and adjusted by the National Geodetic Survey in June 2012.
 LB0165
 LB0165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0165.been affixed to the stable North American tectonic plate. See 
 LB0165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0165
 LB0165.The horizontal coordinates are valid at the epoch date displayed above
 LB0165.which is a decimal equivalence of Year/Month/Day.
 LB0165
 LB0165.The orthometric height was determined by differential leveling and
 LB0165.adjusted by the NATIONAL GEODETIC SURVEY
 LB0165.in June 1991.
 LB0165
 LB0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0165.GEOID18 height accuracy estimate available here.
 LB0165
 LB0165.Click photographs - Photos may exist for this station.
 LB0165
 LB0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0165
 LB0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0165
 LB0165.The ellipsoidal height was determined by GPS observations
 LB0165.and is referenced to NAD 83.
 LB0165
 LB0165.The dynamic height is computed by dividing the NAVD 88
 LB0165.geopotential number by the normal gravity value computed on the
 LB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0165.degrees latitude (g = 980.6199 gals.).
 LB0165
 LB0165.The modeled gravity was interpolated from observed gravity values.
 LB0165
 LB0165. The following values were computed from the NAD 83(2011) position.
 LB0165
 LB0165;                    North         East     Units Scale Factor Converg.
 LB0165;SPC IN E     -   636,636.173    51,373.674   MT  0.99999576   -0 22 44.2
 LB0165;SPC IN E     - 2,088,697.18    168,548.46   sFT  0.99999576   -0 22 44.2
 LB0165;UTM  16      - 4,536,949.832   563,559.039   MT  0.99964972   +0 29 43.8
 LB0165
 LB0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0165!SPC IN E     -   0.99996691  x   0.99999576  =   0.99996267
 LB0165!UTM  16      -   0.99996691  x   0.99964972  =   0.99961665
 LB0165
 LB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6355936949(NAD 83)
 LB0165
 LB0165                          SUPERSEDED SURVEY CONTROL
 LB0165
 LB0165  NAD 83(2007)-  40 58 52.47949(N)    086 14 40.11272(W) AD(2002.00) 0
 LB0165  ELLIP H (02/10/07)  210.958  (m)                       GP(2002.00)    
 LB0165  NAD 83(1997)-  40 58 52.47927(N)    086 14 40.11260(W) AD(       ) B
 LB0165  ELLIP H (04/10/98)  210.970  (m)                       GP(       ) 4 1
 LB0165  NAD 83(1986)-  40 58 52.49631(N)    086 14 40.12219(W) AD(       ) 2
 LB0165  NAD 27      -  40 58 52.34640(N)    086 14 40.12270(W) AD(       ) 2
 LB0165  NAVD 88             244.68   (m)          802.8    (f) LEVELING    3  
 LB0165  NGVD 29 (??/??/92)  244.795  (m)          803.13   (f) ADJ UNCH    2 0
 LB0165  NGVD 29             244.80   (m)          803.1    (f) LEVELING    3  
 LB0165
 LB0165.Superseded values are not recommended for survey control.
 LB0165
 LB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0165.See file dsdata.pdf to determine how the superseded data were derived.
 LB0165
 LB0165_MARKER: DD = SURVEY DISK
 LB0165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0165_STAMPING: 106
 LB0165_MARK LOGO: CGS+SS
 LB0165_PROJECTION: FLUSH
 LB0165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0165+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1998
 LB0165
 LB0165  HISTORY     - Date     Condition        Report By
 LB0165  HISTORY     - 1934     MONUMENTED       INGS
 LB0165  HISTORY     - 1946     GOOD             CGS
 LB0165  HISTORY     - 1947     GOOD             CGS
 LB0165  HISTORY     - 1989     GOOD             USPSQD
 LB0165  HISTORY     - 1992     GOOD             INDNR
 LB0165  HISTORY     - 19970807 GOOD             SEC
 LB0165  HISTORY     - 19980725 GOOD             WOOLPT
 LB0165
 LB0165                          STATION DESCRIPTION
 LB0165
 LB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0165'2.6 MI N FROM FULTON.
 LB0165'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0165'AT FULTON, ABOUT 300 FEET SOUTH OF THE INTERSECTION WITH AN EAST-WEST
 LB0165'GRAVEL ROAD, IN THE SOUTHWEST CORNER OF THE YARD AT THE C. TRAINOR
 LB0165'RESIDENCE, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 68
 LB0165'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 13 FEET
 LB0165'NORTH OF THE CENTER LINE OF THE DRIVEWAY, 27 FEET NORTH-NORTHEAST
 LB0165'AND ACROSS THE DRIVEWAY FROM POWER LINE POLE NUMBER 3-154/93, 6
 LB0165'FEET SOUTHWEST OF A 42-INCH MAPLE TREE, 2 FEET ABOVE HIGHWAY LEVEL
 LB0165'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB0165
 LB0165                          STATION RECOVERY (1947)
 LB0165
 LB0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB0165'THIS IS A TRAVERSE STATION.
 LB0165'
 LB0165'STATION IS LOCATED ABOUT 6 MILES SOUTH OF ROCHESTER ON THE EAST SIDE
 LB0165'OF STATE HIGHWAY 25, ON LAND OWNED BY PAUL HOENE.  IT IS 55 FEET
 LB0165'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK PORCH ON THE WEST
 LB0165'END OF A FRAME HOUSE, 49 FEET EAST OF THE CENTER OF THE HIGHWAY, 27
 LB0165'FEET NORTHEAST OF A POWER POLE, AND 5 FEET SOUTHWEST OF A 4-FOOT
 LB0165'MAPLE TREE.  THE MARK IS A 4X4 INCH CONCRETE POST SET FLUSH WITH
 LB0165'THE SURFACE OF THE GROUND AND THE DISK IS A STANDARD USC AND GS AND
 LB0165'SS DISK STAMPED NO 106.  A TRAVERSE CONNECTION WAS MADE TO
 LB0165'TRIANGULATION STATION LAKE, AND THE DISTANCE WAS FOUND TO BE
 LB0165'84.52 FEET (25.762 METERS).
 LB0165'
 LB0165'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON
 LB0165'STATE HIGHWAY 25 FOR 6.05 MILES TO THE STATION ON THE RIGHT AS
 LB0165'DESCRIBED.
 LB0165
 LB0165                          STATION RECOVERY (1989)
 LB0165
 LB0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0165'RECOVERED IN GOOD CONDITION.
 LB0165
 LB0165                          STATION RECOVERY (1992)
 LB0165
 LB0165'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0165'RECOVERED IN GOOD CONDITION.
 LB0165
 LB0165                          STATION RECOVERY (1997)
 LB0165
 LB0165'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0165'STATION IS LOCATED 4.5 MILES (7.2 KM) EAST OF ROCHESTER AND 2.5 MILES
 LB0165'(4.0 KM) NORTH OF FULTON.  TO REACH THE STATION FROM THE INTERSECTION
 LB0165'OF U.S. HIGHWAY 31 AND STATE HIGHWAY 25, GO SOUTH ON STATE HIGHWAY 25
 LB0165'FOR 4.5 MILES (7.2 KM) TO THE STATION ON LEFT, IN THE RIGHT-OF-WAY OF
 LB0165'STATE HIGHWAY 25.  OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION,
 LB0165'100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LB0165'INDIANAPOLIS IN 46204, HENRY ALDRIDGE, 317-232-6764.  THE STATION IS
 LB0165'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 48.95
 LB0165'METERS (160.60 FT) SOUTH OF POWER POLE 827-3253, 31.3 METERS (102.7
 LB0165'FT) NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 16.76 METERS (54.99
 LB0165'FT) SOUTHWEST OF SOUTHWEST CORNER OF BRICK PORCH, 15.48 METERS (50.79
 LB0165'FT) NORTH OF CONCRETE RIGHT-OF-WAY MARKER AND 14.94 METERS (49.02 FT)
 LB0165'EAST OF THE CENTERLINE STATE HIGHWAY 25.
 LB0165
 LB0165                          STATION RECOVERY (1998)
 LB0165
 LB0165'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (CWH)
 LB0165'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (CWH).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2424 ***********************************************************************
 ME2424  DESIGNATION -  106
 ME2424  PID         -  ME2424
 ME2424  STATE/COUNTY-  IN/LA PORTE
 ME2424  COUNTRY     -  US
 ME2424  USGS QUAD   -  LAPORTE EAST (2019)
 ME2424
 ME2424                         *CURRENT SURVEY CONTROL
 ME2424  ______________________________________________________________________
 ME2424* NAD 83(1997) POSITION- 41 33 28.35059(N) 086 44 58.30362(W)   ADJUSTED
 ME2424* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 ME2424  ______________________________________________________________________
 ME2424  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME2424  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 ME2424  HORZ ORDER      -  SECOND
 ME2424
 ME2424.The horizontal coordinates were established by classical geodetic methods
 ME2424.and adjusted by the National Geodetic Survey in May 1999.
 ME2424
 ME2424.The orthometric height was scaled from a topographic map.
 ME2424
 ME2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2424.GEOID18 height accuracy estimate available here.
 ME2424
 ME2424.Click photographs - Photos may exist for this station.
 ME2424
 ME2424.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2424
 ME2424. The following values were computed from the NAD 83(1997) position.
 ME2424
 ME2424;                    North         East     Units Scale Factor Converg.
 ME2424;SPC IN W     -   700,567.168   927,845.664   MT  0.99997620   +0 13 17.2
 ME2424;SPC IN W     - 2,298,444.12  3,044,106.98   sFT  0.99997620   +0 13 17.2
 ME2424;UTM  16      - 4,600,719.792   520,886.407   MT  0.99960537   +0 09 58.2
 ME2424
 ME2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2424!SPC IN W     -   0.99996753  x   0.99997620  =   0.99994373
 ME2424!UTM  16      -   0.99996753  x   0.99960537  =   0.99957291
 ME2424
 ME2424:                Primary Azimuth Mark                     Grid Az
 ME2424:SPC IN W     -  106 AZ MK                                062 59 20.9
 ME2424:UTM  16      -  106 AZ MK                                063 02 39.9
 ME2424
 ME2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2088600719(NAD 83)
 ME2424
 ME2424|---------------------------------------------------------------------|
 ME2424| PID    Reference Object                     Distance      Geod. Az  |
 ME2424|                                                           dddmmss.s |
 ME2424| CM3234 106 RM 1                             26.993 METERS 00559     |
 ME2424| ME2423 LAPORTE MUN AIRPORT BEACON          APPROX. 2.6 KM 0384024.1 |
 ME2424| CM3233 106 AZ MK                                          0631238.1 |
 ME2424| CM3235 106 RM 2                             23.079 METERS 09214     |
 ME2424|---------------------------------------------------------------------|
 ME2424
 ME2424                          SUPERSEDED SURVEY CONTROL
 ME2424
 ME2424  NAD 83(1994)-  41 33 28.35417(N)    086 44 58.30822(W) AD(       ) 2
 ME2424  NAD 83(1986)-  41 33 28.35312(N)    086 44 58.30912(W) AD(       ) 2
 ME2424  NAD 27      -  41 33 28.19820(N)    086 44 58.22890(W) AD(       ) 2
 ME2424
 ME2424.Superseded values are not recommended for survey control.
 ME2424
 ME2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2424.See file dsdata.pdf to determine how the superseded data were derived.
 ME2424
 ME2424_MARKER: DD = SURVEY DISK
 ME2424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2424_STAMPING: 106
 ME2424_MARK LOGO: CGS+SS
 ME2424_PROJECTION: PROJECTING 5 CENTIMETERS
 ME2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2424
 ME2424  HISTORY     - Date     Condition        Report By
 ME2424  HISTORY     - 1934     MONUMENTED       INGS
 ME2424  HISTORY     - 1948     GOOD             CGS
 ME2424
 ME2424                          STATION DESCRIPTION
 ME2424
 ME2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2424'THE STATION IS LOCATED 4 MILES SOUTHWEST OF LAPORTE AND 3 MILES
 ME2424'NORTHWEST OF KINGSBURY ON THE PERE MARQUETTE RAILROAD RIGHT-OF-WAY.
 ME2424'IT IS 40 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 27 FEET
 ME2424'NORTH OF A 4 INCH WILD CHERRY TREE, 7 FEET WEST OF A FENCE CORNER AND
 ME2424'5 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A 6 BY 6 INCH
 ME2424'CONCRETE POST PROJECTING 2 INCHES WITH A STANDARD USC AND GS AND SS
 ME2424'DISK STAMPED NO 106.
 ME2424'
 ME2424'REFERENCE MARK NO. 1 IS 88.56 FEET NORTH OF THE STATION.  IT IS 47
 ME2424'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 1 FOOT EAST OF
 ME2424'THE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NO
 ME2424'106 NO 1 1948.
 ME2424'
 ME2424'REFERENCE MARK NO. 2 IS 75.72 FEET EAST OF THE STATION.  IT IS 1 FOOT
 ME2424'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2424'STAMPED NO 106 NO 2 1948.
 ME2424'
 ME2424'THE AZIMUTH MARK IS 0.6 MILES NORTHEAST OF THE STATION.  IT IS 83 FEET
 ME2424'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 41 FEET NORTHEAST OF THE
 ME2424'NORTHWEST CORNER OF A SHED, 40 FEET NORTHWEST OF THE NORTHEAST CORNER
 ME2424'OF A SHED, 25 FEET NORTH OF THE CENTER OF A FARM LANE, 3 FEET
 ME2424'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 ME2424'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED NO 106 1948.
 ME2424'
 ME2424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S.
 ME2424'HIGHWAY 35, 0.6 MILE SOUTH OF KINGSBURY, GO NORTH ON HIGHWAY 35 FOR
 ME2424'2.15 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON THE PAVED
 ME2424'ROAD FOR 2.55 MILE TO THE RAILROAD CROSSING.  TURN RIGHT AND GO NORTH
 ME2424'ALONG THE RAILROAD TRACKS FOR 0.85 MILE TO THE STATION ON THE RIGHT AS
 ME2424'DESCRIBED.
 ME2424'
 ME2424'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS THE
 ME2424'FIELD FOR 0.3 MILE TO A FARM LANE.  GO EAST ON THE FARM LANE FOR 0.4
 ME2424'MILE TO THE RESIDENCE OF MR. HERMAN SPIER AND THE AZIMUTH MARK AS
 ME2424'DESCRIBED.
 ME2424'
 ME2424'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2429 ***********************************************************************
 JZ2429  DESIGNATION -  106.03
 JZ2429  PID         -  JZ2429
 JZ2429  STATE/COUNTY-  IN/HENRY
 JZ2429  COUNTRY     -  US
 JZ2429  USGS QUAD   -  SHIRLEY (2019)
 JZ2429
 JZ2429                         *CURRENT SURVEY CONTROL
 JZ2429  ______________________________________________________________________
 JZ2429* NAD 83(1986) POSITION- 39 53 46.     (N) 085 33 21.     (W)   SCALED
 JZ2429* NAVD 88 ORTHO HEIGHT -   313.588 (meters)     1028.83  (feet) ADJUSTED
 JZ2429  ______________________________________________________________________
 JZ2429  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ2429  DYNAMIC HEIGHT  -        313.412 (meters)     1028.25  (feet) COMP
 JZ2429  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 JZ2429
 JZ2429  VERT ORDER      -  SECOND    CLASS 0
 JZ2429
 JZ2429.The horizontal coordinates were scaled from a map and have
 JZ2429.an estimated accuracy of +/- 6 seconds.
 JZ2429
 JZ2429.The orthometric height was determined by differential leveling and
 JZ2429.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2429.in June 1991.
 JZ2429
 JZ2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2429.GEOID18 height accuracy estimate available here.
 JZ2429
 JZ2429.Click photographs - Photos may exist for this station.
 JZ2429
 JZ2429.The dynamic height is computed by dividing the NAVD 88
 JZ2429.geopotential number by the normal gravity value computed on the
 JZ2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2429.degrees latitude (g = 980.6199 gals.).
 JZ2429
 JZ2429.The modeled gravity was interpolated from observed gravity values.
 JZ2429
 JZ2429;                    North         East    Units  Estimated Accuracy
 JZ2429;SPC IN E     -   515,990.      109,480.      MT  (+/- 180 meters Scaled)
 JZ2429
 JZ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK234172(NAD 83)
 JZ2429
 JZ2429                          SUPERSEDED SURVEY CONTROL
 JZ2429
 JZ2429  NGVD 29 (??/??/92)  313.714  (m)         1029.24   (f) ADJ UNCH    2 0
 JZ2429
 JZ2429.Superseded values are not recommended for survey control.
 JZ2429
 JZ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2429.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2429
 JZ2429_MARKER: DD = SURVEY DISK
 JZ2429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2429_MARK LOGO: CGS+SS
 JZ2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2429
 JZ2429  HISTORY     - Date     Condition        Report By
 JZ2429  HISTORY     - 1934     MONUMENTED       INGS
 JZ2429  HISTORY     - 1934     GOOD             CGS
 JZ2429
 JZ2429                          STATION DESCRIPTION
 JZ2429
 JZ2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2429'1.1 MI E FROM SHIRLEY.
 JZ2429'IN HENRY COUNTY, 1.1 MILES EAST ALONG THE CLEVELAND, CINCINNATI,
 JZ2429'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY,
 JZ2429'HANCOCK COUNTY, 6 RAILS WEST OF MILEPOST S 106-P 246, AT POLE
 JZ2429'106/03, 25.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 JZ2429'HIGHER THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 JZ2429'DISK, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1274 ***********************************************************************
 LB1274  DESIGNATION -  106.396
 LB1274  PID         -  LB1274
 LB1274  STATE/COUNTY-  IN/NEWTON
 LB1274  COUNTRY     -  US
 LB1274  USGS QUAD   -  MOROCCO (2019)
 LB1274
 LB1274                         *CURRENT SURVEY CONTROL
 LB1274  ______________________________________________________________________
 LB1274* NAD 83(1986) POSITION- 40 56 51.     (N) 087 26 38.     (W)   SCALED
 LB1274* NAVD 88 ORTHO HEIGHT -   206.674 (meters)      678.06  (feet) ADJUSTED
 LB1274  ______________________________________________________________________
 LB1274  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 LB1274  DYNAMIC HEIGHT  -        206.584 (meters)      677.77  (feet) COMP
 LB1274  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 LB1274
 LB1274  VERT ORDER      -  FIRST     CLASS II
 LB1274
 LB1274.The horizontal coordinates were scaled from a map and have
 LB1274.an estimated accuracy of +/- 6 seconds.
 LB1274
 LB1274.The orthometric height was determined by differential leveling and
 LB1274.adjusted by the NATIONAL GEODETIC SURVEY
 LB1274.in June 1991.
 LB1274
 LB1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1274.GEOID18 height accuracy estimate available here.
 LB1274
 LB1274.Click photographs - Photos may exist for this station.
 LB1274
 LB1274.The dynamic height is computed by dividing the NAVD 88
 LB1274.geopotential number by the normal gravity value computed on the
 LB1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1274.degrees latitude (g = 980.6199 gals.).
 LB1274
 LB1274.The modeled gravity was interpolated from observed gravity values.
 LB1274
 LB1274;                    North         East    Units  Estimated Accuracy
 LB1274;SPC IN W     -   632,790.      869,640.      MT  (+/- 180 meters Scaled)
 LB1274
 LB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626330(NAD 83)
 LB1274
 LB1274                          SUPERSEDED SURVEY CONTROL
 LB1274
 LB1274  NGVD 29 (??/??/92)  206.750  (m)          678.31   (f) ADJ UNCH    1 2
 LB1274
 LB1274.Superseded values are not recommended for survey control.
 LB1274
 LB1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1274.See file dsdata.pdf to determine how the superseded data were derived.
 LB1274
 LB1274_MARKER: B = BOLT
 LB1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1274_SP_SET: SIGNAL BASE
 LB1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1274
 LB1274  HISTORY     - Date     Condition        Report By
 LB1274  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1274  HISTORY     - 1944     MARK NOT FOUND   CGS
 LB1274  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1274
 LB1274                          STATION DESCRIPTION
 LB1274
 LB1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LB1274'AT MOROCCO.
 LB1274'AT MOROCCO, NEWTON COUNTY, 132 YARDS NORTH OF THE NEW YORK CENTRAL
 LB1274'RAILROAD STATION, IN THE TOP OF THE NORTHEAST CORNER OF A SIGNAL
 LB1274'BASE, 7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT
 LB1274'6 INCHES LOWER THAN THE RAIL.  THE TOP OF AN ANCHOR BOLT.
 LB1274
 LB1274                          STATION RECOVERY (2018)
 LB1274
 LB1274'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1274'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0719 ***********************************************************************
 MD0719  DESIGNATION -  107
 MD0719  PID         -  MD0719
 MD0719  STATE/COUNTY-  IN/ALLEN
 MD0719  COUNTRY     -  US
 MD0719  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0719
 MD0719                         *CURRENT SURVEY CONTROL
 MD0719  ______________________________________________________________________
 MD0719* NAD 83(1986) POSITION- 41 04 06.     (N) 085 06 13.     (W)   SCALED
 MD0719* NAVD 88 ORTHO HEIGHT -   247.437 (meters)      811.80  (feet) ADJUSTED
 MD0719  ______________________________________________________________________
 MD0719  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 MD0719  DYNAMIC HEIGHT  -        247.338 (meters)      811.47  (feet) COMP
 MD0719  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 MD0719
 MD0719  VERT ORDER      -  FIRST     CLASS I
 MD0719
 MD0719.The horizontal coordinates were scaled from a map and have
 MD0719.an estimated accuracy of +/- 6 seconds.
 MD0719
 MD0719.The orthometric height was determined by differential leveling and
 MD0719.adjusted by the NATIONAL GEODETIC SURVEY
 MD0719.in April 1995.
 MD0719
 MD0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0719.GEOID18 height accuracy estimate available here.
 MD0719
 MD0719.Click photographs - Photos may exist for this station.
 MD0719
 MD0719.The dynamic height is computed by dividing the NAVD 88
 MD0719.geopotential number by the normal gravity value computed on the
 MD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0719.degrees latitude (g = 980.6199 gals.).
 MD0719
 MD0719.The modeled gravity was interpolated from observed gravity values.
 MD0719
 MD0719;                    North         East    Units  Estimated Accuracy
 MD0719;SPC IN E     -   646,300.      147,320.      MT  (+/- 180 meters Scaled)
 MD0719
 MD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL593480(NAD 83)
 MD0719
 MD0719                          SUPERSEDED SURVEY CONTROL
 MD0719
 MD0719  NAVD 88 (06/15/91)  247.415  (m)          811.73   (f) SUPERSEDED  1 1
 MD0719  NGVD 29 (01/19/93)  247.601  (m)          812.34   (f) ADJUSTED    1 1
 MD0719  NGVD 29 (??/??/92)  247.578  (m)          812.26   (f) SUPERSEDED  1 1
 MD0719
 MD0719.Superseded values are not recommended for survey control.
 MD0719
 MD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0719.See file dsdata.pdf to determine how the superseded data were derived.
 MD0719
 MD0719_MARKER: DD = SURVEY DISK
 MD0719_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0719_STAMPING: 107
 MD0719_MARK LOGO: CGS+SS
 MD0719_PROJECTION: PROJECTING 3 CENTIMETERS
 MD0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0719+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0719
 MD0719  HISTORY     - Date     Condition        Report By
 MD0719  HISTORY     - 1934     MONUMENTED       INGS
 MD0719  HISTORY     - 1968     GOOD             CGS
 MD0719  HISTORY     - 19921015 GOOD             NGS
 MD0719  HISTORY     - 20101019 MARK NOT FOUND   PB
 MD0719
 MD0719                          STATION DESCRIPTION
 MD0719
 MD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0719'AT FORT WAYNE.
 MD0719'AT FORT WAYNE, ABOUT 0.3 MILE EAST ALONG NEW HAVEN AVENUE
 MD0719'FROM THE INTERSECTION OF WAYNE TRACE, IN FRONT OF THE ST.
 MD0719'ANDREWS CATHOLIC CHURCH, NEAR THE INTERSECTION OF NEW HAVEN
 MD0719'AVENUE AND LUMBARD STREET, 210 FEET EAST OF THE CENTER LINE OF
 MD0719'LUMBARD STREET, 2.7 FEET SOUTH OF THE SOUTH CURB OF NEW HAVEN
 MD0719'AVENUE, 43 FEET EAST OF THE CENTER LINE OF THE WALKWAY LEADING
 MD0719'TO MAIN ENTRANCE TO THE CHURCH, 2 FEET NORTH OF THE NORTH EDGE OF
 MD0719'SIDEWALK ALONG SOUTH SIDE OF NEW HAVEN AVENUE, 1 INCH ABOVE
 MD0719'THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A CONCRETE
 MD0719'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 7,
 MD0719'T 30N, R 13 E.
 MD0719
 MD0719                          STATION RECOVERY (1992)
 MD0719
 MD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0719'IN FORT WAYNE, AT THE INTERSECTION OF NEW HAVEN AVENUE AND LUMBARD
 MD0719'STREET, 64.0 M (210.0 FT) EAST OF THE STREET CENTER, 18.2 M (59.7 FT)
 MD0719'NORTH OF THE NORTHEAST CORNER OF THE ST. ANDREWS CATHOLIC CHURCH,
 MD0719'10.8 M (35.4 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 4.9 M (16.1 FT)
 MD0719'SOUTH OF AND LEVEL WITH THE AVENUE CENTERLINE, 4.0 M (13.1 FT) WEST
 MD0719'OF UTILITY POLE NUMBER 2813, 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE
 MD0719'OF A SIDEWALK, AND THE MONUMENT PROJECTS 0.09 M (0.30 FT) ABOVE THE
 MD0719'GROUND SURFACE.
 MD0719
 MD0719                          STATION RECOVERY (2010)
 MD0719
 MD0719'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 MD0719'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1772 ***********************************************************************
 LB1772  DESIGNATION -  107
 LB1772  PID         -  LB1772
 LB1772  STATE/COUNTY-  IN/FOUNTAIN
 LB1772  COUNTRY     -  US
 LB1772  USGS QUAD   -  HILLSBORO (2019)
 LB1772
 LB1772                         *CURRENT SURVEY CONTROL
 LB1772  ______________________________________________________________________
 LB1772* NAD 83(1986) POSITION- 40 04 24.     (N) 087 14 34.     (W)   SCALED
 LB1772* NAVD 88 ORTHO HEIGHT -   195.178 (meters)      640.35  (feet) ADJUSTED
 LB1772  ______________________________________________________________________
 LB1772  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 LB1772  DYNAMIC HEIGHT  -        195.075 (meters)      640.01  (feet) COMP
 LB1772  MODELED GRAVITY -    980,095.3   (mgal)                       NAVD 88
 LB1772
 LB1772  VERT ORDER      -  SECOND    CLASS 0
 LB1772
 LB1772.The horizontal coordinates were scaled from a map and have
 LB1772.an estimated accuracy of +/- 6 seconds.
 LB1772
 LB1772.The orthometric height was determined by differential leveling and
 LB1772.adjusted by the NATIONAL GEODETIC SURVEY
 LB1772.in June 1991.
 LB1772
 LB1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1772.GEOID18 height accuracy estimate available here.
 LB1772
 LB1772.Click photographs - Photos may exist for this station.
 LB1772
 LB1772.The dynamic height is computed by dividing the NAVD 88
 LB1772.geopotential number by the normal gravity value computed on the
 LB1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1772.degrees latitude (g = 980.6199 gals.).
 LB1772
 LB1772.The modeled gravity was interpolated from observed gravity values.
 LB1772
 LB1772;                    North         East    Units  Estimated Accuracy
 LB1772;SPC IN W     -   535,670.      886,400.      MT  (+/- 180 meters Scaled)
 LB1772
 LB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792359(NAD 83)
 LB1772
 LB1772                          SUPERSEDED SURVEY CONTROL
 LB1772
 LB1772  NGVD 29 (??/??/92)  195.254  (m)          640.60   (f) ADJ UNCH    2 0
 LB1772
 LB1772.Superseded values are not recommended for survey control.
 LB1772
 LB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1772.See file dsdata.pdf to determine how the superseded data were derived.
 LB1772
 LB1772_MARKER: DD = SURVEY DISK
 LB1772_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1772_STAMPING: 107
 LB1772_MARK LOGO: CGS+SS
 LB1772_PROJECTION: FLUSH
 LB1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1772
 LB1772  HISTORY     - Date     Condition        Report By
 LB1772  HISTORY     - 1934     MONUMENTED       INGS
 LB1772  HISTORY     - 1946     GOOD             CGS
 LB1772
 LB1772                          STATION DESCRIPTION
 LB1772
 LB1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1772'2.1 MI N FROM STEAM CORNER.
 LB1772'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1772'AT STEAM CORNER, 0.6 MILE SOUTH OF THE CROSS ROAD AT BONEBRAKE
 LB1772'CEMETERY, AT A CROSS FENCE RUNNING EAST, 45 FEET EAST OF THE
 LB1772'CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE CROSS FENCE
 LB1772'CORNER POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 LB1772'IN LINE WITH THE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 LB1772'107 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0166 ***********************************************************************
 LB0166  DESIGNATION -  107
 LB0166  PID         -  LB0166
 LB0166  STATE/COUNTY-  IN/FULTON
 LB0166  COUNTRY     -  US
 LB0166  USGS QUAD   -  MACY (2019)
 LB0166
 LB0166                         *CURRENT SURVEY CONTROL
 LB0166  ______________________________________________________________________
 LB0166* NAD 83(1986) POSITION- 40 58 18.     (N) 086 14 58.     (W)   SCALED
 LB0166* NAVD 88 ORTHO HEIGHT -   243.318 (meters)      798.29  (feet) ADJUSTED
 LB0166  ______________________________________________________________________
 LB0166  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 LB0166  DYNAMIC HEIGHT  -        243.211 (meters)      797.93  (feet) COMP
 LB0166  MODELED GRAVITY -    980,178.3   (mgal)                       NAVD 88
 LB0166
 LB0166  VERT ORDER      -  SECOND    CLASS 0
 LB0166
 LB0166.The horizontal coordinates were scaled from a map and have
 LB0166.an estimated accuracy of +/- 6 seconds.
 LB0166
 LB0166.The orthometric height was determined by differential leveling and
 LB0166.adjusted by the NATIONAL GEODETIC SURVEY
 LB0166.in June 1991.
 LB0166
 LB0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0166.GEOID18 height accuracy estimate available here.
 LB0166
 LB0166.Click photographs - Photos may exist for this station.
 LB0166
 LB0166.The dynamic height is computed by dividing the NAVD 88
 LB0166.geopotential number by the normal gravity value computed on the
 LB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0166.degrees latitude (g = 980.6199 gals.).
 LB0166
 LB0166.The modeled gravity was interpolated from observed gravity values.
 LB0166
 LB0166;                    North         East    Units  Estimated Accuracy
 LB0166;SPC IN E     -   635,580.       50,950.      MT  (+/- 180 meters Scaled)
 LB0166
 LB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL631358(NAD 83)
 LB0166
 LB0166                          SUPERSEDED SURVEY CONTROL
 LB0166
 LB0166  NGVD 29 (??/??/92)  243.438  (m)          798.68   (f) ADJ UNCH    2 0
 LB0166
 LB0166.Superseded values are not recommended for survey control.
 LB0166
 LB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0166.See file dsdata.pdf to determine how the superseded data were derived.
 LB0166
 LB0166_MARKER: DD = SURVEY DISK
 LB0166_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0166_STAMPING: 107
 LB0166_MARK LOGO: CGS+SS
 LB0166_PROJECTION: FLUSH
 LB0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0166
 LB0166  HISTORY     - Date     Condition        Report By
 LB0166  HISTORY     - 1934     MONUMENTED       INGS
 LB0166  HISTORY     - 1946     GOOD             CGS
 LB0166
 LB0166                          STATION DESCRIPTION
 LB0166
 LB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0166'1.8 MI N FROM FULTON.
 LB0166'ABOUT 1.85 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0166'AT FULTON, ABOUT 0.25 MILE NORTH OF THE INTERSECTION WITH AN
 LB0166'EAST-WEST ROAD, 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 LB0166'HIGHWAY, 32 FEET EAST-NORTHEAST OF THE EAST CORNER OF THE H.
 LB0166'STOOKEY RESIDENCE, 5.5 FEET SOUTH OF A CORNER FENCE POST, 21 FEET
 LB0166'NORTHWEST OF A 24-INCH MAPLE TREE, 30 FEET SOUTHWEST OF A 20-INCH
 LB0166'OAK TREE, 2.5 FEET SOUTHWEST OF POWER POLE NUMBER 135-050, 5 FEET
 LB0166'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, ABOUT 3 FEET ABOVE
 LB0166'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LB0166'GROUND.  NOTE-- THIS MARK IS APT TO BE COVERED WITH SOD UPON
 LB0166'FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0983 ***********************************************************************
 HZ0983  DESIGNATION -  107+200
 HZ0983  PID         -  HZ0983
 HZ0983  STATE/COUNTY-  IN/JEFFERSON
 HZ0983  COUNTRY     -  US
 HZ0983  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0983
 HZ0983                         *CURRENT SURVEY CONTROL
 HZ0983  ______________________________________________________________________
 HZ0983* NAD 83(1986) POSITION- 38 50 22.     (N) 085 27 45.     (W)   SCALED
 HZ0983* NAVD 88 ORTHO HEIGHT -   253.518 (meters)      831.75  (feet) ADJUSTED
 HZ0983  ______________________________________________________________________
 HZ0983  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 HZ0983  DYNAMIC HEIGHT  -        253.353 (meters)      831.21  (feet) COMP
 HZ0983  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 HZ0983
 HZ0983  VERT ORDER      -  SECOND    CLASS 0
 HZ0983
 HZ0983.The horizontal coordinates were scaled from a map and have
 HZ0983.an estimated accuracy of +/- 6 seconds.
 HZ0983
 HZ0983.The orthometric height was determined by differential leveling and
 HZ0983.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0983.in June 1991.
 HZ0983
 HZ0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0983.GEOID18 height accuracy estimate available here.
 HZ0983
 HZ0983.Click photographs - Photos may exist for this station.
 HZ0983
 HZ0983.The dynamic height is computed by dividing the NAVD 88
 HZ0983.geopotential number by the normal gravity value computed on the
 HZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0983.degrees latitude (g = 980.6199 gals.).
 HZ0983
 HZ0983.The modeled gravity was interpolated from observed gravity values.
 HZ0983
 HZ0983;                    North         East    Units  Estimated Accuracy
 HZ0983;SPC IN E     -   398,690.      117,730.      MT  (+/- 180 meters Scaled)
 HZ0983
 HZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ334000(NAD 83)
 HZ0983
 HZ0983                          SUPERSEDED SURVEY CONTROL
 HZ0983
 HZ0983  NGVD 29 (??/??/92)  253.662  (m)          832.22   (f) ADJ UNCH    2 0
 HZ0983
 HZ0983.Superseded values are not recommended for survey control.
 HZ0983
 HZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0983.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0983
 HZ0983_MARKER: DD = SURVEY DISK
 HZ0983_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ0983_STAMPING: STATION NO 107/200
 HZ0983_MARK LOGO: CGS+SS
 HZ0983_PROJECTION: FLUSH
 HZ0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0983
 HZ0983  HISTORY     - Date     Condition        Report By
 HZ0983  HISTORY     - 1934     MONUMENTED       INGS
 HZ0983  HISTORY     - 1935     GOOD             CGS
 HZ0983  HISTORY     - 1960     MARK NOT FOUND   INHD
 HZ0983
 HZ0983                          STATION DESCRIPTION
 HZ0983
 HZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0983'4.6 MI SE FROM DUPONT.
 HZ0983'4.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ0983'AT DUPONT, JEFFERSON COUNTY, AT CALLOWAYS SIDING, 0.2 MILE SOUTHEAST
 HZ0983'OF MILEPOST C 36, IN THE NORTHWEST ANGLE OF A DIRT-ROAD CROSSING,
 HZ0983'NEAR A CULVERT, AND 14.5 FEET SOUTHWEST OF THE SOUTHEAST RAIL.
 HZ0983'A STATE SURVEY STANDARD DISK, STAMPED STATION NO 107/200 AND SET
 HZ0983'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- JUNCTION
 HZ0983'OF ROADS RELOCATED.
 HZ0983
 HZ0983                          STATION RECOVERY (1960)
 HZ0983
 HZ0983'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1960
 HZ0983'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1265 ***********************************************************************
 JA1265  DESIGNATION -  108
 JA1265  PID         -  JA1265
 JA1265  STATE/COUNTY-  IN/VANDERBURGH
 JA1265  COUNTRY     -  US
 JA1265  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1265
 JA1265                         *CURRENT SURVEY CONTROL
 JA1265  ______________________________________________________________________
 JA1265* NAD 83(1986) POSITION- 38 02 59.     (N) 087 31 05.     (W)   SCALED
 JA1265* NAVD 88 ORTHO HEIGHT -   127.561 (meters)      418.51  (feet) ADJUSTED
 JA1265  ______________________________________________________________________
 JA1265  GEOID HEIGHT    -        -31.182 (meters)                     GEOID18
 JA1265  DYNAMIC HEIGHT  -        127.474 (meters)      418.22  (feet) COMP
 JA1265  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 JA1265
 JA1265  VERT ORDER      -  SECOND    CLASS 0
 JA1265
 JA1265.The horizontal coordinates were scaled from a map and have
 JA1265.an estimated accuracy of +/- 6 seconds.
 JA1265
 JA1265.The orthometric height was determined by differential leveling and
 JA1265.adjusted by the NATIONAL GEODETIC SURVEY
 JA1265.in June 1991.
 JA1265
 JA1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1265.GEOID18 height accuracy estimate available here.
 JA1265
 JA1265.Click photographs - Photos may exist for this station.
 JA1265
 JA1265.The dynamic height is computed by dividing the NAVD 88
 JA1265.geopotential number by the normal gravity value computed on the
 JA1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1265.degrees latitude (g = 980.6199 gals.).
 JA1265
 JA1265.The modeled gravity was interpolated from observed gravity values.
 JA1265
 JA1265;                    North         East    Units  Estimated Accuracy
 JA1265;SPC IN W     -   311,100.      861,840.      MT  (+/- 180 meters Scaled)
 JA1265
 JA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH545114(NAD 83)
 JA1265
 JA1265                          SUPERSEDED SURVEY CONTROL
 JA1265
 JA1265  NGVD 29 (??/??/92)  127.666  (m)          418.85   (f) ADJ UNCH    2 0
 JA1265
 JA1265.Superseded values are not recommended for survey control.
 JA1265
 JA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1265.See file dsdata.pdf to determine how the superseded data were derived.
 JA1265
 JA1265_MARKER: DD = SURVEY DISK
 JA1265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1265_STAMPING: STATION NO 108
 JA1265_MARK LOGO: CGS+SS
 JA1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1265
 JA1265  HISTORY     - Date     Condition        Report By
 JA1265  HISTORY     - 1934     MONUMENTED       INGS
 JA1265  HISTORY     - 1965     GOOD             CGS
 JA1265
 JA1265                          STATION DESCRIPTION
 JA1265
 JA1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1265'3.3 MI SW FROM DAYLIGHT.
 JA1265'3.3 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JA1265'AND ST. LOUIS RAILWAY FROM THE STATION AT DAYLIGHT, VANDERBURG
 JA1265'COUNTY, AT CENTER TOWNSHIP, 0.4 MILE SOUTHWEST OF MILEPOST 131,
 JA1265'AT THE CENTER OF A TRIANGLE FORMED BY THE INTERSECTION OF TWO
 JA1265'ROADS, 38 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, 19
 JA1265'FEET NORTHEAST OF THE CENTERLINE OF A TAR ROAD, 10.8 FEET WEST
 JA1265'OF THE WEST RAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.  A
 JA1265'STATE SURVEY STANDARD DISK, STAMPED STATION NO 108 AND SET IN THE
 JA1265'TOP OF A CONCRETE POST.  NOTE-- THE CENTRAL PORTION OF A MARK
 JA1265'BEARING THE SINGLE LETTER T WAS RECOVERED.  THE TOP OF THE
 JA1265'CONCRETE POST HAS ALSO BEEN MUTILATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0720 ***********************************************************************
 MD0720  DESIGNATION -  108
 MD0720  PID         -  MD0720
 MD0720  STATE/COUNTY-  IN/ALLEN
 MD0720  COUNTRY     -  US
 MD0720  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0720
 MD0720                         *CURRENT SURVEY CONTROL
 MD0720  ______________________________________________________________________
 MD0720* NAD 83(1986) POSITION- 41 04 08.     (N) 085 05 32.     (W)   SCALED
 MD0720* NAVD 88 ORTHO HEIGHT -   242.361 (meters)      795.15  (feet) ADJUSTED
 MD0720  ______________________________________________________________________
 MD0720  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 MD0720  DYNAMIC HEIGHT  -        242.264 (meters)      794.83  (feet) COMP
 MD0720  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD0720
 MD0720  VERT ORDER      -  FIRST     CLASS I
 MD0720
 MD0720.The horizontal coordinates were scaled from a map and have
 MD0720.an estimated accuracy of +/- 6 seconds.
 MD0720
 MD0720.The orthometric height was determined by differential leveling and
 MD0720.adjusted by the NATIONAL GEODETIC SURVEY
 MD0720.in June 1991.
 MD0720
 MD0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0720.GEOID18 height accuracy estimate available here.
 MD0720
 MD0720.Click photographs - Photos may exist for this station.
 MD0720
 MD0720.The dynamic height is computed by dividing the NAVD 88
 MD0720.geopotential number by the normal gravity value computed on the
 MD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0720.degrees latitude (g = 980.6199 gals.).
 MD0720
 MD0720.The modeled gravity was interpolated from observed gravity values.
 MD0720
 MD0720;                    North         East    Units  Estimated Accuracy
 MD0720;SPC IN E     -   646,370.      148,280.      MT  (+/- 180 meters Scaled)
 MD0720
 MD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL602481(NAD 83)
 MD0720
 MD0720                          SUPERSEDED SURVEY CONTROL
 MD0720
 MD0720  NGVD 29 (??/??/92)  242.524  (m)          795.68   (f) ADJ UNCH    1 1
 MD0720
 MD0720.Superseded values are not recommended for survey control.
 MD0720
 MD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0720.See file dsdata.pdf to determine how the superseded data were derived.
 MD0720
 MD0720_MARKER: DD = SURVEY DISK
 MD0720_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0720_STAMPING: 108
 MD0720_MARK LOGO: CGS+SS
 MD0720_PROJECTION: PROJECTING 5 CENTIMETERS
 MD0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0720
 MD0720  HISTORY     - Date     Condition        Report By
 MD0720  HISTORY     - 1934     MONUMENTED       INGS
 MD0720  HISTORY     - 1968     GOOD             CGS
 MD0720  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0720
 MD0720                          STATION DESCRIPTION
 MD0720
 MD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0720'AT FORT WAYNE.
 MD0720'AT FORT WAYNE, ABOUT 0.9 MILE EAST ALONG NEW HAVEN AVENUE FROM
 MD0720'THE JUNCTION OF WAYNE TRACE AT FORT WAYNE, AT THE INTERSECTION
 MD0720'OF NEW HAVEN AVENUE AND HOLLEY AVENUE, 35 FEET NORTHWEST OF THE
 MD0720'CENTER OF THE INTERSECTION OF THE AVENUES, 25 FEET WEST OF THE
 MD0720'CENTER LINE OF HOLLEY AVENUE, 11 FEET NORTH OF THE NORTH CURB
 MD0720'OF NEW HAVEN AVE, 1 FOOT NORTH OF THE NORTH EDGE OF THE SIDEWALK
 MD0720'ALONG THE NORTH SIDE OF NEW HAVEN AVENUE, ABOUT LEVEL WITH
 MD0720'THE TOP OF THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 MD0720'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 8, T
 MD0720'30N, R 13 E.
 MD0720
 MD0720                          STATION RECOVERY (1992)
 MD0720
 MD0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0720'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1773 ***********************************************************************
 LB1773  DESIGNATION -  108
 LB1773  PID         -  LB1773
 LB1773  STATE/COUNTY-  IN/FOUNTAIN
 LB1773  COUNTRY     -  US
 LB1773  USGS QUAD   -  HILLSBORO (2019)
 LB1773
 LB1773                         *CURRENT SURVEY CONTROL
 LB1773  ______________________________________________________________________
 LB1773* NAD 83(1986) POSITION- 40 04 57.     (N) 087 14 36.     (W)   SCALED
 LB1773* NAVD 88 ORTHO HEIGHT -   200.938 (meters)      659.24  (feet) ADJUSTED
 LB1773  ______________________________________________________________________
 LB1773  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 LB1773  DYNAMIC HEIGHT  -        200.833 (meters)      658.90  (feet) COMP
 LB1773  MODELED GRAVITY -    980,096.5   (mgal)                       NAVD 88
 LB1773
 LB1773  VERT ORDER      -  SECOND    CLASS 0
 LB1773
 LB1773.The horizontal coordinates were scaled from a map and have
 LB1773.an estimated accuracy of +/- 6 seconds.
 LB1773
 LB1773.The orthometric height was determined by differential leveling and
 LB1773.adjusted by the NATIONAL GEODETIC SURVEY
 LB1773.in June 1991.
 LB1773
 LB1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1773.GEOID18 height accuracy estimate available here.
 LB1773
 LB1773.Click photographs - Photos may exist for this station.
 LB1773
 LB1773.The dynamic height is computed by dividing the NAVD 88
 LB1773.geopotential number by the normal gravity value computed on the
 LB1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1773.degrees latitude (g = 980.6199 gals.).
 LB1773
 LB1773.The modeled gravity was interpolated from observed gravity values.
 LB1773
 LB1773;                    North         East    Units  Estimated Accuracy
 LB1773;SPC IN W     -   536,690.      886,350.      MT  (+/- 180 meters Scaled)
 LB1773
 LB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792369(NAD 83)
 LB1773
 LB1773                          SUPERSEDED SURVEY CONTROL
 LB1773
 LB1773  NGVD 29 (??/??/92)  201.013  (m)          659.49   (f) ADJ UNCH    2 0
 LB1773
 LB1773.Superseded values are not recommended for survey control.
 LB1773
 LB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1773.See file dsdata.pdf to determine how the superseded data were derived.
 LB1773
 LB1773_MARKER: DD = SURVEY DISK
 LB1773_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1773_STAMPING: 108
 LB1773_MARK LOGO: CGS+SS
 LB1773_PROJECTION: RECESSED 3 CENTIMETERS
 LB1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1773
 LB1773  HISTORY     - Date     Condition        Report By
 LB1773  HISTORY     - 1934     MONUMENTED       INGS
 LB1773  HISTORY     - 1946     GOOD             CGS
 LB1773
 LB1773                          STATION DESCRIPTION
 LB1773
 LB1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1773'2.7 MI N FROM STEAM CORNER.
 LB1773'ABOUT 2.7 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1773'AT STEAM CORNER, ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 41
 LB1773'FROM ITS JUNCTION WITH STATE HIGHWAY 34 AT STERLING, AT A CROSS
 LB1773'ROAD AND THE BONEBRAKE CEMETERY, 50 FEET WEST OF THE CENTER LINE
 LB1773'OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LB1773'LEADING WEST, 25 FEET WEST OF A 12 BY 12 INCH CONCRETE FENCE
 LB1773'CORNER POST, 1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST,AND
 LB1773'IN THE FENCE LINE.  A STATE SURVEY STANDARD DISK, STAMPED 108
 LB1773'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE
 LB1773'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0167 ***********************************************************************
 LB0167  DESIGNATION -  108
 LB0167  PID         -  LB0167
 LB0167  STATE/COUNTY-  IN/FULTON
 LB0167  COUNTRY     -  US
 LB0167  USGS QUAD   -  FULTON (2019)
 LB0167
 LB0167                         *CURRENT SURVEY CONTROL
 LB0167  ______________________________________________________________________
 LB0167* NAD 83(1986) POSITION- 40 57 55.     (N) 086 15 10.     (W)   SCALED
 LB0167* NAVD 88 ORTHO HEIGHT -   244.867 (meters)      803.37  (feet) ADJUSTED
 LB0167  ______________________________________________________________________
 LB0167  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 LB0167  DYNAMIC HEIGHT  -        244.759 (meters)      803.01  (feet) COMP
 LB0167  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 LB0167
 LB0167  VERT ORDER      -  SECOND    CLASS 0
 LB0167
 LB0167.The horizontal coordinates were scaled from a map and have
 LB0167.an estimated accuracy of +/- 6 seconds.
 LB0167
 LB0167.The orthometric height was determined by differential leveling and
 LB0167.adjusted by the NATIONAL GEODETIC SURVEY
 LB0167.in June 1991.
 LB0167
 LB0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0167.GEOID18 height accuracy estimate available here.
 LB0167
 LB0167.Click photographs - Photos may exist for this station.
 LB0167
 LB0167.The dynamic height is computed by dividing the NAVD 88
 LB0167.geopotential number by the normal gravity value computed on the
 LB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0167.degrees latitude (g = 980.6199 gals.).
 LB0167
 LB0167.The modeled gravity was interpolated from observed gravity values.
 LB0167
 LB0167;                    North         East    Units  Estimated Accuracy
 LB0167;SPC IN E     -   634,870.       50,660.      MT  (+/- 180 meters Scaled)
 LB0167
 LB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL628351(NAD 83)
 LB0167
 LB0167                          SUPERSEDED SURVEY CONTROL
 LB0167
 LB0167  NGVD 29 (??/??/92)  244.987  (m)          803.76   (f) ADJ UNCH    2 0
 LB0167
 LB0167.Superseded values are not recommended for survey control.
 LB0167
 LB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0167.See file dsdata.pdf to determine how the superseded data were derived.
 LB0167
 LB0167_MARKER: DD = SURVEY DISK
 LB0167_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0167_STAMPING: 108
 LB0167_MARK LOGO: CGS+SS
 LB0167_PROJECTION: FLUSH
 LB0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0167
 LB0167  HISTORY     - Date     Condition        Report By
 LB0167  HISTORY     - 1934     MONUMENTED       INGS
 LB0167  HISTORY     - 1946     GOOD             CGS
 LB0167
 LB0167                          STATION DESCRIPTION
 LB0167
 LB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0167'1.4 MI N FROM FULTON.
 LB0167'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0167'AT FULTON, ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION WITH AN
 LB0167'EAST-WEST ROAD, AT A 2-STORY WHITE FARM HOUSE ON THE NORTHWEST
 LB0167'SIDE OF THE HIGHWAY, 49 FEET NORTHWEST OF THE CENTER LINE OF THE
 LB0167'HIGHWAY, 42 FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE, 13 FEET
 LB0167'NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 25 FEET NORTHEAST
 LB0167'AND ACROSS THE DRIVEWAY FROM A TELEPHONE POLE, 2 FEET SOUTHWEST
 LB0167'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 LB0167'POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS APT TO BE COVERED
 LB0167'WITH SOD UPON FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0168 ***********************************************************************
 LB0168  DESIGNATION -  109
 LB0168  PID         -  LB0168
 LB0168  STATE/COUNTY-  IN/FULTON
 LB0168  COUNTRY     -  US
 LB0168  USGS QUAD   -  FULTON (2019)
 LB0168
 LB0168                         *CURRENT SURVEY CONTROL
 LB0168  ______________________________________________________________________
 LB0168* NAD 83(1986) POSITION- 40 57 27.     (N) 086 15 22.     (W)   SCALED
 LB0168* NAVD 88 ORTHO HEIGHT -   243.688 (meters)      799.50  (feet) ADJUSTED
 LB0168  ______________________________________________________________________
 LB0168  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 LB0168  DYNAMIC HEIGHT  -        243.580 (meters)      799.15  (feet) COMP
 LB0168  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 LB0168
 LB0168  VERT ORDER      -  SECOND    CLASS 0
 LB0168
 LB0168.The horizontal coordinates were scaled from a map and have
 LB0168.an estimated accuracy of +/- 6 seconds.
 LB0168
 LB0168.The orthometric height was determined by differential leveling and
 LB0168.adjusted by the NATIONAL GEODETIC SURVEY
 LB0168.in June 1991.
 LB0168
 LB0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0168.GEOID18 height accuracy estimate available here.
 LB0168
 LB0168.Click photographs - Photos may exist for this station.
 LB0168
 LB0168.The dynamic height is computed by dividing the NAVD 88
 LB0168.geopotential number by the normal gravity value computed on the
 LB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0168.degrees latitude (g = 980.6199 gals.).
 LB0168
 LB0168.The modeled gravity was interpolated from observed gravity values.
 LB0168
 LB0168;                    North         East    Units  Estimated Accuracy
 LB0168;SPC IN E     -   634,010.       50,380.      MT  (+/- 180 meters Scaled)
 LB0168
 LB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL626343(NAD 83)
 LB0168
 LB0168                          SUPERSEDED SURVEY CONTROL
 LB0168
 LB0168  NGVD 29 (??/??/92)  243.808  (m)          799.89   (f) ADJ UNCH    2 0
 LB0168
 LB0168.Superseded values are not recommended for survey control.
 LB0168
 LB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0168.See file dsdata.pdf to determine how the superseded data were derived.
 LB0168
 LB0168_MARKER: DD = SURVEY DISK
 LB0168_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0168_STAMPING: 109
 LB0168_MARK LOGO: CGS+SS
 LB0168_PROJECTION: PROJECTING 3 CENTIMETERS
 LB0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0168
 LB0168  HISTORY     - Date     Condition        Report By
 LB0168  HISTORY     - 1934     MONUMENTED       INGS
 LB0168  HISTORY     - 1946     GOOD             CGS
 LB0168
 LB0168                          STATION DESCRIPTION
 LB0168
 LB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0168'0.8 MI N FROM FULTON.
 LB0168'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0168'AT FULTON, ABOUT 120 YARDS NORTHWEST THE ENTRANCE TO THE FULTON
 LB0168'CEMETERY, AT A 2-STORY WHITE HOUSE ON THE SOUTHEAST SIDE OF THE
 LB0168'HIGHWAY, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LB0168'29.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 69 FEET
 LB0168'SOUTH-SOUTHWEST OF A POWER POLE NUMBER 3-154/48, 74 FEET NORTHEAST
 LB0168'OF THE CENTER LINE OF THE DRIVEWAY, 8 FEET SOUTHWEST OF A CORNER
 LB0168'FENCE POST, 6 FEET NORTH OF A 30-INCH TREE, 4 FEET ABOVE HIGHWAY
 LB0168'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0994 ***********************************************************************
 ME0994  DESIGNATION -  109 RESET
 ME0994  PID         -  ME0994
 ME0994  STATE/COUNTY-  IN/LAKE
 ME0994  COUNTRY     -  US
 ME0994  USGS QUAD   -  GARY (2019)
 ME0994
 ME0994                         *CURRENT SURVEY CONTROL
 ME0994  ______________________________________________________________________
 ME0994* NAD 83(1986) POSITION- 41 33 45.     (N) 087 18 10.     (W)   SCALED
 ME0994* NAVD 88 ORTHO HEIGHT -   185.254 (meters)      607.79  (feet) ADJUSTED
 ME0994  ______________________________________________________________________
 ME0994  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 ME0994  DYNAMIC HEIGHT  -        185.184 (meters)      607.56  (feet) COMP
 ME0994  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 ME0994
 ME0994  VERT ORDER      -  FIRST     CLASS I
 ME0994
 ME0994.The horizontal coordinates were scaled from a map and have
 ME0994.an estimated accuracy of +/- 6 seconds.
 ME0994
 ME0994.The orthometric height was determined by differential leveling and
 ME0994.adjusted by the NATIONAL GEODETIC SURVEY
 ME0994.in April 1995.
 ME0994
 ME0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0994.GEOID18 height accuracy estimate available here.
 ME0994
 ME0994.Click photographs - Photos may exist for this station.
 ME0994
 ME0994.The dynamic height is computed by dividing the NAVD 88
 ME0994.geopotential number by the normal gravity value computed on the
 ME0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0994.degrees latitude (g = 980.6199 gals.).
 ME0994
 ME0994.The modeled gravity was interpolated from observed gravity values.
 ME0994
 ME0994;                    North         East    Units  Estimated Accuracy
 ME0994;SPC IN W     -   701,050.      881,700.      MT  (+/- 180 meters Scaled)
 ME0994
 ME0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM747012(NAD 83)
 ME0994
 ME0994                          SUPERSEDED SURVEY CONTROL
 ME0994
 ME0994  NAVD 88 (06/15/91)  185.268  (m)          607.83   (f) SUPERSEDED  1 1
 ME0994  NGVD 29 (01/19/93)  185.354  (m)          608.12   (f) ADJUSTED    1 1
 ME0994  NGVD 29 (??/??/92)  185.368  (m)          608.16   (f) SUPERSEDED  1 1
 ME0994
 ME0994.Superseded values are not recommended for survey control.
 ME0994
 ME0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0994.See file dsdata.pdf to determine how the superseded data were derived.
 ME0994
 ME0994_MARKER: DD = SURVEY DISK
 ME0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0994_STAMPING: 109 RESET 1946
 ME0994_MARK LOGO: CGS+SS
 ME0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0994+STABILITY: SURFACE MOTION
 ME0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0994+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0994
 ME0994  HISTORY     - Date     Condition        Report By
 ME0994  HISTORY     - 1946     MONUMENTED       CGS
 ME0994  HISTORY     - 1968     GOOD             CGS
 ME0994  HISTORY     - 1973     GOOD             BRADY
 ME0994  HISTORY     - 19920906 GOOD             NGS
 ME0994
 ME0994                          STATION DESCRIPTION
 ME0994
 ME0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0994'0.6 MI NW FROM LIVERPOOL.
 ME0994'ABOUT 0.6 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0994'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, IN
 ME0994'SECTION 23, AT MILEPOST 438, 8.5 FEET NORTHEAST OF THE NORTHEAST
 ME0994'RAIL, 4 FEET NORTHWEST OF MILEPOST 438, 0.15 MILE SOUTHEAST OF
 ME0994'THE SOUTHEAST OVERPASS OF THE INTERSTATE HIGHWAY 65 OVERPASS
 ME0994'OVER THE TRACKS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0994'12 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 23, T 36 N, R 8 W.
 ME0994
 ME0994                          STATION RECOVERY (1973)
 ME0994
 ME0994'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 ME0994'RECOVERED IN GOOD CONDITION.
 ME0994
 ME0994                          STATION RECOVERY (1992)
 ME0994
 ME0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0994'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0994'HOBART, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG RIDGE ROAD,
 ME0994'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG WISCONSIN STREET, THENCE 3.6
 ME0994'M (11.8 FT) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, 280.0 M
 ME0994'(918.6 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND INTERSTATE
 ME0994'HIGHWAY 65 OVERPASS OF THE TRACK, 6.8 M (22.3 FT) NORTHEAST OF THE
 ME0994'NEAR RAIL, 1.1 M (3.6 FT) NORTHWEST OF MILEPOST 438, 0.3 M (1.0 FT)
 ME0994'BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS
 ME0994'POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 ME0994'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0020 ***********************************************************************
 JA0020  DESIGNATION -  109/35 BORR
 JA0020  PID         -  JA0020
 JA0020  STATE/COUNTY-  IN/JACKSON
 JA0020  COUNTRY     -  US
 JA0020  USGS QUAD   -  MEDORA (2019)
 JA0020
 JA0020                         *CURRENT SURVEY CONTROL
 JA0020  ______________________________________________________________________
 JA0020* NAD 83(1986) POSITION- 38 47 07.     (N) 086 13 12.     (W)   SCALED
 JA0020* NAVD 88 ORTHO HEIGHT -   158.140 (meters)      518.83  (feet) ADJUSTED
 JA0020  ______________________________________________________________________
 JA0020  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 JA0020  DYNAMIC HEIGHT  -        158.039 (meters)      518.50  (feet) COMP
 JA0020  MODELED GRAVITY -    979,983.6   (mgal)                       NAVD 88
 JA0020
 JA0020  VERT ORDER      -  FIRST     CLASS II
 JA0020
 JA0020.The horizontal coordinates were scaled from a map and have
 JA0020.an estimated accuracy of +/- 6 seconds.
 JA0020
 JA0020.The orthometric height was determined by differential leveling and
 JA0020.adjusted by the NATIONAL GEODETIC SURVEY
 JA0020.in June 1991.
 JA0020
 JA0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0020.GEOID18 height accuracy estimate available here.
 JA0020
 JA0020.Click photographs - Photos may exist for this station.
 JA0020
 JA0020.The dynamic height is computed by dividing the NAVD 88
 JA0020.geopotential number by the normal gravity value computed on the
 JA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0020.degrees latitude (g = 980.6199 gals.).
 JA0020
 JA0020.The modeled gravity was interpolated from observed gravity values.
 JA0020
 JA0020;                    North         East    Units  Estimated Accuracy
 JA0020;SPC IN E     -   392,810.       51,920.      MT  (+/- 180 meters Scaled)
 JA0020
 JA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH677932(NAD 83)
 JA0020
 JA0020                          SUPERSEDED SURVEY CONTROL
 JA0020
 JA0020  NGVD 29 (??/??/92)  158.264  (m)          519.24   (f) ADJ UNCH    1 2
 JA0020
 JA0020.Superseded values are not recommended for survey control.
 JA0020
 JA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0020.See file dsdata.pdf to determine how the superseded data were derived.
 JA0020
 JA0020_MARKER: Q = CHISELED SQUARE
 JA0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0020_SP_SET: CULVERT
 JA0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0020+STABILITY: SURFACE MOTION
 JA0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0020+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0020
 JA0020  HISTORY     - Date     Condition        Report By
 JA0020  HISTORY     - UNK      MONUMENTED       BORR
 JA0020  HISTORY     - 1934     GOOD             CGS
 JA0020  HISTORY     - 20231002 GOOD             INDOT
 JA0020
 JA0020                          STATION DESCRIPTION
 JA0020
 JA0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0020'1 MI NE FROM SPARKSVILLE.
 JA0020'1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0020'SPARKSVILLE, JACKSON COUNTY, AT CULVERT 109/35, AND ON THE EAST
 JA0020'END OF THE NORTH HEADWALL.  A CHISELED SQUARE.
 JA0020
 JA0020                          STATION RECOVERY (2023)
 JA0020
 JA0020'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0251 ***********************************************************************
 LA0251  DESIGNATION -  1097
 LA0251  PID         -  LA0251
 LA0251  STATE/COUNTY-  IN/RANDOLPH
 LA0251  COUNTRY     -  US
 LA0251  USGS QUAD   -  WINCHESTER (2019)
 LA0251
 LA0251                         *CURRENT SURVEY CONTROL
 LA0251  ______________________________________________________________________
 LA0251* NAD 83(1986) POSITION- 40 10 20.5    (N) 084 58 53.2    (W)   HD_HELD2
 LA0251* NAVD 88 ORTHO HEIGHT -   334.127 (meters)     1096.21  (feet) ADJUSTED
 LA0251  ______________________________________________________________________
 LA0251  GEOID HEIGHT    -        -33.558 (meters)                     GEOID18
 LA0251  DYNAMIC HEIGHT  -        333.949 (meters)     1095.63  (feet) COMP
 LA0251  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LA0251
 LA0251  VERT ORDER      -  SECOND    CLASS 0
 LA0251
 LA0251.The horizontal coordinates were established by autonomous hand held GPS
 LA0251.observations and have an estimated accuracy of +/- 10 meters.
 LA0251
 LA0251.The orthometric height was determined by differential leveling and
 LA0251.adjusted by the NATIONAL GEODETIC SURVEY
 LA0251.in June 1991.
 LA0251
 LA0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0251.GEOID18 height accuracy estimate available here.
 LA0251
 LA0251.Click photographs - Photos may exist for this station.
 LA0251
 LA0251.The dynamic height is computed by dividing the NAVD 88
 LA0251.geopotential number by the normal gravity value computed on the
 LA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0251.degrees latitude (g = 980.6199 gals.).
 LA0251
 LA0251.The modeled gravity was interpolated from observed gravity values.
 LA0251
 LA0251;                    North         East    Units  Estimated Accuracy
 LA0251;SPC IN E     -   546,880.      158,365.      MT  (+/- 10 meters HH2 GPS)
 LA0251
 LA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7187548841(NAD 83)
 LA0251
 LA0251                          SUPERSEDED SURVEY CONTROL
 LA0251
 LA0251  NGVD 29 (??/??/92)  334.270  (m)         1096.68   (f) ADJ UNCH    2 0
 LA0251
 LA0251.Superseded values are not recommended for survey control.
 LA0251
 LA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0251.See file dsdata.pdf to determine how the superseded data were derived.
 LA0251
 LA0251_MARKER: DB = BENCH MARK DISK
 LA0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0251_STAMPING: 1097
 LA0251_MARK LOGO: USGS
 LA0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0251+STABILITY: SURFACE MOTION
 LA0251
 LA0251  HISTORY     - Date     Condition        Report By
 LA0251  HISTORY     - UNK      MONUMENTED       USGS
 LA0251  HISTORY     - 1947     GOOD             CGS
 LA0251  HISTORY     - 20070109 GOOD             BEACON
 LA0251
 LA0251                          STATION DESCRIPTION
 LA0251
 LA0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0251'AT WINCHESTER.
 LA0251'AT WINCHESTER, RANDOLPH COUNTY, AT THE INTERSECTION OF WASHINGTON
 LA0251'AND MAIN STREETS, AT THE NORTHEAST CORNER OF THE COUNTY COURTHOUSE,
 LA0251'15.9 FEET SOUTH OF THE SOUTH CURB OF WASHINGTON STREET, 15.2 FEET
 LA0251'WEST OF THE WEST CURB OF MAIN STREET, AT THE SOLDIERS MONUMENT,
 LA0251'IN THE TOP OF THE NORTHEAST CORNER OF THE STONE PARAPET SURROUNDING
 LA0251'THE MONUMENT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 LA0251
 LA0251                          STATION RECOVERY (2007)
 LA0251
 LA0251'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 LA0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0601 ***********************************************************************
 LB0601  DESIGNATION -  110
 LB0601  PID         -  LB0601
 LB0601  STATE/COUNTY-  IN/HAMILTON
 LB0601  COUNTRY     -  US
 LB0601  USGS QUAD   -  WESTFIELD (2019)
 LB0601
 LB0601                         *CURRENT SURVEY CONTROL
 LB0601  ______________________________________________________________________
 LB0601* NAD 83(1986) POSITION- 40 00 52.     (N) 086 08 11.     (W)   SCALED
 LB0601* NAVD 88 ORTHO HEIGHT -   270.667 (meters)      888.01  (feet) ADJUSTED
 LB0601  ______________________________________________________________________
 LB0601  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 LB0601  DYNAMIC HEIGHT  -        270.517 (meters)      887.52  (feet) COMP
 LB0601  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 LB0601
 LB0601  VERT ORDER      -  SECOND    CLASS 0
 LB0601
 LB0601.The horizontal coordinates were scaled from a map and have
 LB0601.an estimated accuracy of +/- 6 seconds.
 LB0601
 LB0601.The orthometric height was determined by differential leveling and
 LB0601.adjusted by the NATIONAL GEODETIC SURVEY
 LB0601.in June 1991.
 LB0601
 LB0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0601.GEOID18 height accuracy estimate available here.
 LB0601
 LB0601.Click photographs - Photos may exist for this station.
 LB0601
 LB0601.The dynamic height is computed by dividing the NAVD 88
 LB0601.geopotential number by the normal gravity value computed on the
 LB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0601.degrees latitude (g = 980.6199 gals.).
 LB0601
 LB0601.The modeled gravity was interpolated from observed gravity values.
 LB0601
 LB0601;                    North         East    Units  Estimated Accuracy
 LB0601;SPC IN E     -   529,230.       59,900.      MT  (+/- 180 meters Scaled)
 LB0601
 LB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737297(NAD 83)
 LB0601
 LB0601                          SUPERSEDED SURVEY CONTROL
 LB0601
 LB0601  NGVD 29 (??/??/92)  270.786  (m)          888.40   (f) ADJ UNCH    2 0
 LB0601
 LB0601.Superseded values are not recommended for survey control.
 LB0601
 LB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0601.See file dsdata.pdf to determine how the superseded data were derived.
 LB0601
 LB0601_MARKER: DD = SURVEY DISK
 LB0601_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0601_STAMPING: 110
 LB0601_MARK LOGO: CGS+SS
 LB0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0601
 LB0601  HISTORY     - Date     Condition        Report By
 LB0601  HISTORY     - 1934     MONUMENTED       INGS
 LB0601  HISTORY     - 1935     GOOD             CGS
 LB0601  HISTORY     - 1977     GOOD             LOCENG
 LB0601  HISTORY     - 20221024 MARK NOT FOUND   IN-057
 LB0601
 LB0601                          STATION DESCRIPTION
 LB0601
 LB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0601'1.8 MI S FROM WESTFIELD.
 LB0601'1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0601'RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 8 RAILS
 LB0601'SOUTH OF CULVERT B 165.1, IN THE SOUTHEAST ANGLE OF A GRAVEL-ROAD
 LB0601'CROSSING, 12 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 7 YARDS
 LB0601'EAST OF THE EAST RAIL, AND ABOUT 7 FEET HIGHER THAN THE RAIL.
 LB0601'A STATE SURVEY STANDARD DISK, STAMPED 110 AND SET IN THE TOP OF
 LB0601'A CONCRETE POST.
 LB0601
 LB0601                          STATION RECOVERY (1977)
 LB0601
 LB0601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0601'RECOVERED IN GOOD CONDITION.
 LB0601
 LB0601                          STATION RECOVERY (2022)
 LB0601
 LB0601'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0601'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0169 ***********************************************************************
 LB0169  DESIGNATION -  110
 LB0169  PID         -  LB0169
 LB0169  STATE/COUNTY-  IN/FULTON
 LB0169  COUNTRY     -  US
 LB0169  USGS QUAD   -  FULTON (2019)
 LB0169
 LB0169                         *CURRENT SURVEY CONTROL
 LB0169  ______________________________________________________________________
 LB0169* NAD 83(1986) POSITION- 40 56 56.     (N) 086 15 41.     (W)   SCALED
 LB0169* NAVD 88 ORTHO HEIGHT -   243.020 (meters)      797.31  (feet) ADJUSTED
 LB0169  ______________________________________________________________________
 LB0169  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 LB0169  DYNAMIC HEIGHT  -        242.913 (meters)      796.96  (feet) COMP
 LB0169  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 LB0169
 LB0169  VERT ORDER      -  SECOND    CLASS 0
 LB0169
 LB0169.The horizontal coordinates were scaled from a map and have
 LB0169.an estimated accuracy of +/- 6 seconds.
 LB0169
 LB0169.The orthometric height was determined by differential leveling and
 LB0169.adjusted by the NATIONAL GEODETIC SURVEY
 LB0169.in June 1991.
 LB0169
 LB0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0169.GEOID18 height accuracy estimate available here.
 LB0169
 LB0169.Click photographs - Photos may exist for this station.
 LB0169
 LB0169.The dynamic height is computed by dividing the NAVD 88
 LB0169.geopotential number by the normal gravity value computed on the
 LB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0169.degrees latitude (g = 980.6199 gals.).
 LB0169
 LB0169.The modeled gravity was interpolated from observed gravity values.
 LB0169
 LB0169;                    North         East    Units  Estimated Accuracy
 LB0169;SPC IN E     -   633,050.       49,930.      MT  (+/- 180 meters Scaled)
 LB0169
 LB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621333(NAD 83)
 LB0169
 LB0169                          SUPERSEDED SURVEY CONTROL
 LB0169
 LB0169  NGVD 29 (??/??/92)  243.140  (m)          797.70   (f) ADJ UNCH    2 0
 LB0169
 LB0169.Superseded values are not recommended for survey control.
 LB0169
 LB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0169.See file dsdata.pdf to determine how the superseded data were derived.
 LB0169
 LB0169_MARKER: DD = SURVEY DISK
 LB0169_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0169_STAMPING: 110
 LB0169_MARK LOGO: CGS+SS
 LB0169_PROJECTION: FLUSH
 LB0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0169
 LB0169  HISTORY     - Date     Condition        Report By
 LB0169  HISTORY     - 1934     MONUMENTED       INGS
 LB0169  HISTORY     - 1946     GOOD             CGS
 LB0169
 LB0169                          STATION DESCRIPTION
 LB0169
 LB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0169'AT FULTON.
 LB0169'AT FULTON, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE
 LB0169'POST OFFICE, 2 BLOCKS NORTH OF DUNN STREET, IN THE EAST QUARTER
 LB0169'OF THE INTERSECTION OF THE HIGHWAY AND A PAVED STREET, 48 FEET
 LB0169'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST
 LB0169'OF THE WEST CORNER OF THE ZEKE RANNELS RESIDENCE, 34 FEET NORTHEAST
 LB0169'OF THE CENTER LINE OF THE PAVED STREET, 19 FEET SOUTH OF AN 8-INCH
 LB0169'MAPLE TREE, 18 FEET NORTHEAST OF A TRAFFIC STOP SIGN, ABOUT 2 1/2
 LB0169'FEET ABOVE HIGHWAY LEVEL AND IN THE TOP OF A CONCRETE POST SET
 LB0169'FLUSH WITH THE LAWN.  NOTE-- THIS MARK IS APT TO BE COVERED WITH
 LB0169'SOD UPON FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0430 ***********************************************************************
 LB0430  DESIGNATION -  111
 LB0430  PID         -  LB0430
 LB0430  STATE/COUNTY-  IN/HOWARD
 LB0430  COUNTRY     -  US
 LB0430  USGS QUAD   -  KOKOMO WEST (2019)
 LB0430
 LB0430                         *CURRENT SURVEY CONTROL
 LB0430  ______________________________________________________________________
 LB0430* NAD 83(1986) POSITION- 40 26 11.     (N) 086 13 21.     (W)   SCALED
 LB0430* NAVD 88 ORTHO HEIGHT -   250.896 (meters)      823.15  (feet) ADJUSTED
 LB0430  ______________________________________________________________________
 LB0430  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 LB0430  DYNAMIC HEIGHT  -        250.764 (meters)      822.71  (feet) COMP
 LB0430  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 LB0430
 LB0430  VERT ORDER      -  SECOND    CLASS 0
 LB0430
 LB0430.The horizontal coordinates were scaled from a map and have
 LB0430.an estimated accuracy of +/- 6 seconds.
 LB0430
 LB0430.The orthometric height was determined by differential leveling and
 LB0430.adjusted by the NATIONAL GEODETIC SURVEY
 LB0430.in June 1991.
 LB0430
 LB0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0430.GEOID18 height accuracy estimate available here.
 LB0430
 LB0430.Click photographs - Photos may exist for this station.
 LB0430
 LB0430.The dynamic height is computed by dividing the NAVD 88
 LB0430.geopotential number by the normal gravity value computed on the
 LB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0430.degrees latitude (g = 980.6199 gals.).
 LB0430
 LB0430.The modeled gravity was interpolated from observed gravity values.
 LB0430
 LB0430;                    North         East    Units  Estimated Accuracy
 LB0430;SPC IN E     -   576,120.       52,840.      MT  (+/- 180 meters Scaled)
 LB0430
 LB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK659764(NAD 83)
 LB0430
 LB0430                          SUPERSEDED SURVEY CONTROL
 LB0430
 LB0430  NGVD 29 (??/??/92)  251.009  (m)          823.52   (f) ADJ UNCH    2 0
 LB0430
 LB0430.Superseded values are not recommended for survey control.
 LB0430
 LB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0430.See file dsdata.pdf to determine how the superseded data were derived.
 LB0430
 LB0430_MARKER: DD = SURVEY DISK
 LB0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0430_STAMPING: 111
 LB0430_MARK LOGO: CGS+SS
 LB0430_PROJECTION: FLUSH
 LB0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0430
 LB0430  HISTORY     - Date     Condition        Report By
 LB0430  HISTORY     - 1934     MONUMENTED       INGS
 LB0430  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB0430
 LB0430                          STATION DESCRIPTION
 LB0430
 LB0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0430'0.4 MI SW FROM WEST MIDDLETON.
 LB0430'0.4 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0430'RAILROAD FROM THE STATION AT WEST MIDDLETON, HOWARD COUNTY, 42
 LB0430'YARDS WEST OF POLE 187/15, 35 YARDS WEST OF THE BART DOWNEY
 LB0430'HOME, IN THE WEST ANGLE OF THE FIRST GRAVEL-ROAD CROSSING
 LB0430'SOUTHWEST OF THE TOWN, 6 YARDS NORTHWEST OF THE NORTHWEST RAIL,
 LB0430'5 YARDS SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 6
 LB0430'INCHES LOWER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 LB0430'STAMPED 111 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LB0430'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0170 ***********************************************************************
 LB0170  DESIGNATION -  111
 LB0170  PID         -  LB0170
 LB0170  STATE/COUNTY-  IN/FULTON
 LB0170  COUNTRY     -  US
 LB0170  USGS QUAD   -  FULTON (2019)
 LB0170
 LB0170                         *CURRENT SURVEY CONTROL
 LB0170  ______________________________________________________________________
 LB0170* NAD 83(1986) POSITION- 40 56 41.     (N) 086 15 51.     (W)   SCALED
 LB0170* NAVD 88 ORTHO HEIGHT -   239.850 (meters)      786.91  (feet) ADJUSTED
 LB0170  ______________________________________________________________________
 LB0170  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 LB0170  DYNAMIC HEIGHT  -        239.744 (meters)      786.56  (feet) COMP
 LB0170  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 LB0170
 LB0170  VERT ORDER      -  SECOND    CLASS 0
 LB0170
 LB0170.The horizontal coordinates were scaled from a map and have
 LB0170.an estimated accuracy of +/- 6 seconds.
 LB0170
 LB0170.The orthometric height was determined by differential leveling and
 LB0170.adjusted by the NATIONAL GEODETIC SURVEY
 LB0170.in June 1991.
 LB0170
 LB0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0170.GEOID18 height accuracy estimate available here.
 LB0170
 LB0170.Click photographs - Photos may exist for this station.
 LB0170
 LB0170.The dynamic height is computed by dividing the NAVD 88
 LB0170.geopotential number by the normal gravity value computed on the
 LB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0170.degrees latitude (g = 980.6199 gals.).
 LB0170
 LB0170.The modeled gravity was interpolated from observed gravity values.
 LB0170
 LB0170;                    North         East    Units  Estimated Accuracy
 LB0170;SPC IN E     -   632,590.       49,690.      MT  (+/- 180 meters Scaled)
 LB0170
 LB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL619328(NAD 83)
 LB0170
 LB0170                          SUPERSEDED SURVEY CONTROL
 LB0170
 LB0170  NGVD 29 (??/??/92)  239.970  (m)          787.30   (f) ADJ UNCH    2 0
 LB0170
 LB0170.Superseded values are not recommended for survey control.
 LB0170
 LB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0170.See file dsdata.pdf to determine how the superseded data were derived.
 LB0170
 LB0170_MARKER: DD = SURVEY DISK
 LB0170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0170_STAMPING: 111
 LB0170_MARK LOGO: CGS+SS
 LB0170_PROJECTION: FLUSH
 LB0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0170
 LB0170  HISTORY     - Date     Condition        Report By
 LB0170  HISTORY     - 1934     MONUMENTED       INGS
 LB0170  HISTORY     - 1946     GOOD             CGS
 LB0170  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0170
 LB0170                          STATION DESCRIPTION
 LB0170
 LB0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0170'AT FULTON.
 LB0170'AT FULTON, IN THE WEST QUARTER OF THE CROSSING OF THE CHESAPEAKE
 LB0170'AND OHIO RAILROAD AND STATE HIGHWAY 25, ABOUT 213 FEET SOUTH
 LB0170'OF THE SOUTH CORNER OF THE C AND O RR STATION, 43 FEET NORTH
 LB0170'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE BRIDGE RAILING
 LB0170'OF A 32-FOOT CONCRETE BRIDGE OVER MILL CREEK, 44 FEET NORTHWEST
 LB0170'OF THE CENTER LINE OF THE HIGHWAY, 46.5 FEET SOUTHWEST OF THE
 LB0170'SOUTHWEST RAIL OF THE MAIN TRACK, 7 FEET NORTH OF A CORNER FENCE
 LB0170'POST, 3 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 LB0170'FENCE LINE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LB0170'1 FOOT BELOW TRACK LEVEL, IN THE TOP OF A CONCRETE POST FLUSH
 LB0170'WITH THE GROUND.  NOTE-- THIS MARK IS VERY LIKELY TO BE COVERED
 LB0170'BY GRAVEL AND DIRT REMOVED FROM A DITCH NEARBY UPON FUTURE RECOVERY.
 LB0170
 LB0170                          STATION RECOVERY (1992)
 LB0170
 LB0170'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1503 ***********************************************************************
 HA1503  DESIGNATION -  1118
 HA1503  PID         -  HA1503
 HA1503  STATE/COUNTY-  IN/PERRY
 HA1503  COUNTRY     -  US
 HA1503  USGS QUAD   -  TELL CITY (2019)
 HA1503
 HA1503                         *CURRENT SURVEY CONTROL
 HA1503  ______________________________________________________________________
 HA1503* NAD 83(1997) POSITION- 37 57 30.02470(N) 086 46 20.75831(W)   ADJUSTED
 HA1503* NAVD 88 ORTHO HEIGHT -   120.    (meters)      394.    (feet) SCALED
 HA1503  ______________________________________________________________________
 HA1503  GEOID HEIGHT    -        -31.945 (meters)                     GEOID18
 HA1503  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 HA1503  HORZ ORDER      -  SECOND
 HA1503
 HA1503.The horizontal coordinates were established by classical geodetic methods
 HA1503.and adjusted by the National Geodetic Survey in May 1999.
 HA1503
 HA1503.The orthometric height was scaled from a topographic map.
 HA1503
 HA1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1503.GEOID18 height accuracy estimate available here.
 HA1503
 HA1503.Click photographs - Photos may exist for this station.
 HA1503
 HA1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1503
 HA1503. The following values were computed from the NAD 83(1997) position.
 HA1503
 HA1503;                    North         East     Units Scale Factor Converg.
 HA1503;SPC IN W     -   300,915.701   927,321.716   MT  0.99997586   +0 11 28.4
 HA1503;SPC IN W     -   987,254.26  3,042,388.00   sFT  0.99997586   +0 11 28.4
 HA1503;UTM  16      - 4,201,217.214   519,991.097   MT  0.99960492   +0 08 23.9
 HA1503
 HA1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1503!SPC IN W     -   0.99998620  x   0.99997586  =   0.99996206
 HA1503!UTM  16      -   0.99998620  x   0.99960492  =   0.99959112
 HA1503
 HA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1999101217(NAD 83)
 HA1503
 HA1503                          SUPERSEDED SURVEY CONTROL
 HA1503
 HA1503  NAD 83(1993)-  37 57 30.02499(N)    086 46 20.75792(W) AD(       ) 2
 HA1503  NAD 83(1986)-  37 57 30.03151(N)    086 46 20.76126(W) AD(       ) 2
 HA1503  NAD 27      -  37 57 29.83000(N)    086 46 20.80500(W) AD(       ) 2
 HA1503
 HA1503.Superseded values are not recommended for survey control.
 HA1503
 HA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1503.See file dsdata.pdf to determine how the superseded data were derived.
 HA1503
 HA1503_MARKER: DD = SURVEY DISK
 HA1503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1503_STAMPING: 1118
 HA1503_MARK LOGO: USACE
 HA1503_PROJECTION: RECESSED 8 CENTIMETERS
 HA1503_MAGNETIC: P = MARKER IS A STEEL PIPE
 HA1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1503
 HA1503  HISTORY     - Date     Condition        Report By
 HA1503  HISTORY     - UNK      MONUMENTED       USACE
 HA1503  HISTORY     - 1946     GOOD             CGS
 HA1503
 HA1503                          STATION DESCRIPTION
 HA1503
 HA1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1503'STATION IS LOCATED ON THE NORTHWEST CORNER OF LAFAYETTE STREET AND
 HA1503'THE SOUTHERN RAIL ROAD IN THE CITY OF TELL CITY.  IT IS 17.373
 HA1503'METERS (57.00 FEET) SOUTHWEST OF TRIANGULATION STATION TELL CITY,
 HA1503'63.5 FEET SOUTH OF THE SOUTH END OF THE CONCRETE LEVEE ABUTMENT
 HA1503'AT THE WEST SIDE OF THE RAILROAD, 5.7 FEET NORTH OF THE APPROXIMATE
 HA1503'CENTER OF LAFAYETTE STREET AND 4.7 FEET WEST OF THE WEST RAIL OF
 HA1503'THE RAILROAD TRACKS.  THE MARK IS A 2 INCH GALANVIZED IRON PIPE SET
 HA1503'IN A 4 X 4 INCH CONCRETE BASE WITH A STANDARD USE BRONZE CAP
 HA1503'STAMPED 1118 AND IS ABOUT 3 INCHES BELOW THE GROUND.
 HA1503'
 HA1503'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1040 ***********************************************************************
 JA1040  DESIGNATION -  112
 JA1040  PID         -  JA1040
 JA1040  STATE/COUNTY-  IN/VANDERBURGH
 JA1040  COUNTRY     -  US
 JA1040  USGS QUAD   -  DAYLIGHT (2019)
 JA1040
 JA1040                         *CURRENT SURVEY CONTROL
 JA1040  ______________________________________________________________________
 JA1040* NAD 83(1986) POSITION- 38 05 31.     (N) 087 29 25.     (W)   SCALED
 JA1040* NAVD 88 ORTHO HEIGHT -   120.997 (meters)      396.97  (feet) ADJUSTED
 JA1040  ______________________________________________________________________
 JA1040  GEOID HEIGHT    -        -31.265 (meters)                     GEOID18
 JA1040  DYNAMIC HEIGHT  -        120.914 (meters)      396.70  (feet) COMP
 JA1040  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA1040
 JA1040  VERT ORDER      -  FIRST     CLASS II
 JA1040
 JA1040.The horizontal coordinates were scaled from a map and have
 JA1040.an estimated accuracy of +/- 6 seconds.
 JA1040
 JA1040.The orthometric height was determined by differential leveling and
 JA1040.adjusted by the NATIONAL GEODETIC SURVEY
 JA1040.in June 1991.
 JA1040
 JA1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1040.GEOID18 height accuracy estimate available here.
 JA1040
 JA1040.Click photographs - Photos may exist for this station.
 JA1040
 JA1040.The dynamic height is computed by dividing the NAVD 88
 JA1040.geopotential number by the normal gravity value computed on the
 JA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1040.degrees latitude (g = 980.6199 gals.).
 JA1040
 JA1040.The modeled gravity was interpolated from observed gravity values.
 JA1040
 JA1040;                    North         East    Units  Estimated Accuracy
 JA1040;SPC IN W     -   315,780.      864,300.      MT  (+/- 180 meters Scaled)
 JA1040
 JA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH570161(NAD 83)
 JA1040
 JA1040                          SUPERSEDED SURVEY CONTROL
 JA1040
 JA1040  NGVD 29 (??/??/92)  121.110  (m)          397.34   (f) ADJ UNCH    1 2
 JA1040
 JA1040.Superseded values are not recommended for survey control.
 JA1040
 JA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1040.See file dsdata.pdf to determine how the superseded data were derived.
 JA1040
 JA1040_MARKER: DD = SURVEY DISK
 JA1040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1040_STAMPING: 112
 JA1040_MARK LOGO: CGS+SS
 JA1040_PROJECTION: RECESSED 15 CENTIMETERS
 JA1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1040
 JA1040  HISTORY     - Date     Condition        Report By
 JA1040  HISTORY     - 1934     MONUMENTED       INGS
 JA1040  HISTORY     - 1965     GOOD             CGS
 JA1040  HISTORY     - 1985     GOOD             NGS
 JA1040  HISTORY     - 19910131 MARK NOT FOUND   USPSQD
 JA1040
 JA1040                          STATION DESCRIPTION
 JA1040
 JA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1040'AT DAYLIGHT.
 JA1040'AT DAYLIGHT, 74 FEET EAST ACROSS GREEN RIVER ROAD FROM THE
 JA1040'NORTHEAST CORNER OF IVOR JAQUESS STORE, 52 FEET SOUTHEAST ACROSS
 JA1040'GREEN RIVER ROAD FROM A POWER POLE, 35 FEET NORTHWEST OF THE
 JA1040'FIFTH TELEPHONE POLE SOUTHWEST OF MILEPOST 125, 25 FEET EAST OF
 JA1040'THE CENTER LINE OF GREEN RIVER ROAD, 20 FEET SOUTH OF THE SOUTH
 JA1040'EDGE OF OF A CONCRETE HEADWALL, 8 1/2 FEET NORTHWEST OF THE
 JA1040'NORTHWEST RAIL, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 JA1040'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JA1040'CONCRETE POST ABOUT 6 INCHES BELOW THE LEVEL OF THE GROUND.
 JA1040
 JA1040                          STATION RECOVERY (1985)
 JA1040
 JA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1040'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN DAYLIGHT, AT
 JA1040'THE INTERSECTION OF GREEN RIVER ROAD AND THE CONRAIL RAILROAD.
 JA1040
 JA1040                          STATION RECOVERY (1991)
 JA1040
 JA1040'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0429 ***********************************************************************
 LB0429  DESIGNATION -  112
 LB0429  PID         -  LB0429
 LB0429  STATE/COUNTY-  IN/HOWARD
 LB0429  COUNTRY     -  US
 LB0429  USGS QUAD   -  KOKOMO WEST (2019)
 LB0429
 LB0429                         *CURRENT SURVEY CONTROL
 LB0429  ______________________________________________________________________
 LB0429* NAD 83(1986) POSITION- 40 26 22.     (N) 086 12 56.     (W)   SCALED
 LB0429* NAVD 88 ORTHO HEIGHT -   252.221 (meters)      827.50  (feet) ADJUSTED
 LB0429  ______________________________________________________________________
 LB0429  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LB0429  DYNAMIC HEIGHT  -        252.088 (meters)      827.06  (feet) COMP
 LB0429  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 LB0429
 LB0429  VERT ORDER      -  SECOND    CLASS 0
 LB0429
 LB0429.The horizontal coordinates were scaled from a map and have
 LB0429.an estimated accuracy of +/- 6 seconds.
 LB0429
 LB0429.The orthometric height was determined by differential leveling and
 LB0429.adjusted by the NATIONAL GEODETIC SURVEY
 LB0429.in June 1991.
 LB0429
 LB0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0429.GEOID18 height accuracy estimate available here.
 LB0429
 LB0429.Click photographs - Photos may exist for this station.
 LB0429
 LB0429.The dynamic height is computed by dividing the NAVD 88
 LB0429.geopotential number by the normal gravity value computed on the
 LB0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0429.degrees latitude (g = 980.6199 gals.).
 LB0429
 LB0429.The modeled gravity was interpolated from observed gravity values.
 LB0429
 LB0429;                    North         East    Units  Estimated Accuracy
 LB0429;SPC IN E     -   576,460.       53,430.      MT  (+/- 180 meters Scaled)
 LB0429
 LB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK665768(NAD 83)
 LB0429
 LB0429                          SUPERSEDED SURVEY CONTROL
 LB0429
 LB0429  NGVD 29 (??/??/92)  252.334  (m)          827.87   (f) ADJ UNCH    2 0
 LB0429
 LB0429.Superseded values are not recommended for survey control.
 LB0429
 LB0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0429.See file dsdata.pdf to determine how the superseded data were derived.
 LB0429
 LB0429_MARKER: DD = SURVEY DISK
 LB0429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0429_STAMPING: 112
 LB0429_MARK LOGO: CGS+SS
 LB0429_PROJECTION: FLUSH
 LB0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0429
 LB0429  HISTORY     - Date     Condition        Report By
 LB0429  HISTORY     - 1934     MONUMENTED       INGS
 LB0429  HISTORY     - 1946     GOOD             CGS
 LB0429
 LB0429                          STATION DESCRIPTION
 LB0429
 LB0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0429'AT WEST MIDDLETON.
 LB0429'AT WEST MIDDLETON, HOWARD COUNTY, ON THE NEW YORK, CHICAGO AND
 LB0429'ST. LOUIS RAILROAD, 61 FEET SOUTHWEST OF MILEPOST 187, AT A
 LB0429'PAVED-ROAD CROSSING, 18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 LB0429'THE TRACK, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1
 LB0429'FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 LB0429'STANDARD DISK, STAMPED 112 AND SET IN THE TOP OF A CONCRETE
 LB0429'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1160 ***********************************************************************
 ME1160  DESIGNATION -  112.602
 ME1160  PID         -  ME1160
 ME1160  STATE/COUNTY-  IN/LAKE
 ME1160  COUNTRY     -  US
 ME1160  USGS QUAD   -  SAINT JOHN (2019)
 ME1160
 ME1160                         *CURRENT SURVEY CONTROL
 ME1160  ______________________________________________________________________
 ME1160* NAD 83(1986) POSITION- 41 25 47.     (N) 087 27 57.     (W)   SCALED
 ME1160* NAVD 88 ORTHO HEIGHT -   208.700 (meters)      684.71  (feet) ADJUSTED
 ME1160  ______________________________________________________________________
 ME1160  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 ME1160  DYNAMIC HEIGHT  -        208.616 (meters)      684.43  (feet) COMP
 ME1160  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 ME1160
 ME1160  VERT ORDER      -  FIRST     CLASS II
 ME1160
 ME1160.The horizontal coordinates were scaled from a map and have
 ME1160.an estimated accuracy of +/- 6 seconds.
 ME1160
 ME1160.The orthometric height was determined by differential leveling and
 ME1160.adjusted by the NATIONAL GEODETIC SURVEY
 ME1160.in June 1991.
 ME1160
 ME1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1160.GEOID18 height accuracy estimate available here.
 ME1160
 ME1160.Click photographs - Photos may exist for this station.
 ME1160
 ME1160.The dynamic height is computed by dividing the NAVD 88
 ME1160.geopotential number by the normal gravity value computed on the
 ME1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1160.degrees latitude (g = 980.6199 gals.).
 ME1160
 ME1160.The modeled gravity was interpolated from observed gravity values.
 ME1160
 ME1160;                    North         East    Units  Estimated Accuracy
 ME1160;SPC IN W     -   686,350.      868,030.      MT  (+/- 180 meters Scaled)
 ME1160
 ME1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610865(NAD 83)
 ME1160
 ME1160                          SUPERSEDED SURVEY CONTROL
 ME1160
 ME1160  NGVD 29 (??/??/92)  208.790  (m)          685.01   (f) ADJ UNCH    1 2
 ME1160
 ME1160.Superseded values are not recommended for survey control.
 ME1160
 ME1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1160.See file dsdata.pdf to determine how the superseded data were derived.
 ME1160
 ME1160_MARKER: X = CHISELED CROSS
 ME1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1160_SP_SET: CULVERT
 ME1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1160
 ME1160  HISTORY     - Date     Condition        Report By
 ME1160  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1160  HISTORY     - 1934     GOOD             CGS
 ME1160  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1160
 ME1160                          STATION DESCRIPTION
 ME1160
 ME1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1160'1.1 MI S FROM ST JOHN.
 ME1160'1.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1160'STATION AT ST. JOHN, LAKE COUNTY, 0.3 MILE SOUTH OF MILEPOST 35,
 ME1160'104 FEET NORTH OF STATION STAKE 845, AT CULVERT 35.38, ON THE
 ME1160'NORTHWEST CORNER OF THE WEST HEADWALL, 14.7 FEET WEST OF THE
 ME1160'WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 4 FEET BELOW THE
 ME1160'TOP OF THE RAIL.  A CHISELED CROSS.
 ME1160
 ME1160                          STATION RECOVERY (2021)
 ME1160
 ME1160'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1160'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0619 ***********************************************************************
 MD0619  DESIGNATION -  113
 MD0619  PID         -  MD0619
 MD0619  STATE/COUNTY-  IN/ALLEN
 MD0619  COUNTRY     -  US
 MD0619  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0619
 MD0619                         *CURRENT SURVEY CONTROL
 MD0619  ______________________________________________________________________
 MD0619* NAD 83(1986) POSITION- 41 04 13.     (N) 085 00 40.     (W)   SCALED
 MD0619* NAVD 88 ORTHO HEIGHT -   231.995 (meters)      761.14  (feet) ADJUSTED
 MD0619  ______________________________________________________________________
 MD0619  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 MD0619  DYNAMIC HEIGHT  -        231.901 (meters)      760.83  (feet) COMP
 MD0619  MODELED GRAVITY -    980,212.8   (mgal)                       NAVD 88
 MD0619
 MD0619  VERT ORDER      -  FIRST     CLASS I
 MD0619
 MD0619.The horizontal coordinates were scaled from a map and have
 MD0619.an estimated accuracy of +/- 6 seconds.
 MD0619
 MD0619.The orthometric height was determined by differential leveling and
 MD0619.adjusted by the NATIONAL GEODETIC SURVEY
 MD0619.in June 1991.
 MD0619
 MD0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0619.GEOID18 height accuracy estimate available here.
 MD0619
 MD0619.Click photographs - Photos may exist for this station.
 MD0619
 MD0619.The dynamic height is computed by dividing the NAVD 88
 MD0619.geopotential number by the normal gravity value computed on the
 MD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0619.degrees latitude (g = 980.6199 gals.).
 MD0619
 MD0619.The modeled gravity was interpolated from observed gravity values.
 MD0619
 MD0619;                    North         East    Units  Estimated Accuracy
 MD0619;SPC IN E     -   646,570.      155,100.      MT  (+/- 180 meters Scaled)
 MD0619
 MD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL670484(NAD 83)
 MD0619
 MD0619                          SUPERSEDED SURVEY CONTROL
 MD0619
 MD0619  NGVD 29 (??/??/92)  232.154  (m)          761.66   (f) ADJ UNCH    1 1
 MD0619
 MD0619.Superseded values are not recommended for survey control.
 MD0619
 MD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0619.See file dsdata.pdf to determine how the superseded data were derived.
 MD0619
 MD0619_MARKER: DD = SURVEY DISK
 MD0619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0619_STAMPING: 113
 MD0619_MARK LOGO: CGS+SS
 MD0619_PROJECTION: RECESSED 15 CENTIMETERS
 MD0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0619
 MD0619  HISTORY     - Date     Condition        Report By
 MD0619  HISTORY     - 1934     MONUMENTED       INGS
 MD0619  HISTORY     - 1968     GOOD             CGS
 MD0619  HISTORY     - 1968     GOOD             CGS
 MD0619  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0619
 MD0619                          STATION DESCRIPTION
 MD0619
 MD0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0619'AT NEW HAVEN.
 MD0619'AT NEW HAVEN, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 14 FROM
 MD0619'THE NORTH JUNCTION OF U.S. HIGHWAY 24, AT THE INTERSECTION OF
 MD0619'STATE HIGHWAY 14 AND GREEN STREET, IN THE CENTER LINE OF GREEN
 MD0619'STREET, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 MD0619'THE TOP OF A CONCRETE POST 1/2 FOOT UNDERGROUND ACCESS TO WHICH
 MD0619'IS HAD BY REMOVING A 2-FOOT IRON MANHOLE COVER.  SEC 12, T 30N, R
 MD0619'13E.
 MD0619
 MD0619                          STATION RECOVERY (1968)
 MD0619
 MD0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0619'RECOVERED IN GOOD CONDITION.
 MD0619
 MD0619                          STATION RECOVERY (1992)
 MD0619
 MD0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0619'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1148 ***********************************************************************
 ME1148  DESIGNATION -  114.718
 ME1148  PID         -  ME1148
 ME1148  STATE/COUNTY-  IN/LAKE
 ME1148  COUNTRY     -  US
 ME1148  USGS QUAD   -  LOWELL (2019)
 ME1148
 ME1148                         *CURRENT SURVEY CONTROL
 ME1148  ______________________________________________________________________
 ME1148* NAD 83(1986) POSITION- 41 16 42.     (N) 087 27 26.     (W)   SCALED
 ME1148* NAVD 88 ORTHO HEIGHT -   209.303 (meters)      686.69  (feet) ADJUSTED
 ME1148  ______________________________________________________________________
 ME1148  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1148  DYNAMIC HEIGHT  -        209.217 (meters)      686.41  (feet) COMP
 ME1148  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 ME1148
 ME1148  VERT ORDER      -  FIRST     CLASS II
 ME1148
 ME1148.The horizontal coordinates were scaled from a map and have
 ME1148.an estimated accuracy of +/- 6 seconds.
 ME1148
 ME1148.The orthometric height was determined by differential leveling and
 ME1148.adjusted by the NATIONAL GEODETIC SURVEY
 ME1148.in June 1991.
 ME1148
 ME1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1148.GEOID18 height accuracy estimate available here.
 ME1148
 ME1148.Click photographs - Photos may exist for this station.
 ME1148
 ME1148.The dynamic height is computed by dividing the NAVD 88
 ME1148.geopotential number by the normal gravity value computed on the
 ME1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1148.degrees latitude (g = 980.6199 gals.).
 ME1148
 ME1148.The modeled gravity was interpolated from observed gravity values.
 ME1148
 ME1148;                    North         East    Units  Estimated Accuracy
 ME1148;SPC IN W     -   669,540.      868,680.      MT  (+/- 180 meters Scaled)
 ME1148
 ME1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617697(NAD 83)
 ME1148
 ME1148                          SUPERSEDED SURVEY CONTROL
 ME1148
 ME1148  NGVD 29 (??/??/92)  209.390  (m)          686.97   (f) ADJ UNCH    1 2
 ME1148
 ME1148.Superseded values are not recommended for survey control.
 ME1148
 ME1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1148.See file dsdata.pdf to determine how the superseded data were derived.
 ME1148
 ME1148_MARKER: X = CHISELED CROSS
 ME1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1148_SP_SET: CULVERT
 ME1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1148
 ME1148  HISTORY     - Date     Condition        Report By
 ME1148  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1148  HISTORY     - 1946     GOOD             CGS
 ME1148
 ME1148                          STATION DESCRIPTION
 ME1148
 ME1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1148'0.8 MI S FROM NORTH HAYDEN.
 ME1148'0.8 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1148'STATION AT NORTH HAYDEN, LAKE COUNTY, 0.2 MILE NORTH OF MILEPOST
 ME1148'46, ABOUT 100 YARDS NORTH OF STATION STAKE 1400, AT CULVERT
 ME1148'45.85, ON THE NORTHWEST CORNER OF THE WEST PARAPET, 15 FEET WEST
 ME1148'OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND 4.5 FEET BELOW
 ME1148'THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2393 ***********************************************************************
 ME2393  DESIGNATION -  116
 ME2393  PID         -  ME2393
 ME2393  STATE/COUNTY-  IN/LA PORTE
 ME2393  COUNTRY     -  US
 ME2393  USGS QUAD   -  HANNA (2019)
 ME2393
 ME2393                         *CURRENT SURVEY CONTROL
 ME2393  ______________________________________________________________________
 ME2393* NAD 83(1997) POSITION- 41 29 18.16554(N) 086 50 05.67865(W)   ADJUSTED
 ME2393* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 ME2393  ______________________________________________________________________
 ME2393  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 ME2393  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 ME2393  HORZ ORDER      -  SECOND
 ME2393
 ME2393.The horizontal coordinates were established by classical geodetic methods
 ME2393.and adjusted by the National Geodetic Survey in May 1999.
 ME2393
 ME2393.The orthometric height was scaled from a topographic map.
 ME2393
 ME2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2393.GEOID18 height accuracy estimate available here.
 ME2393
 ME2393.Click photographs - Photos may exist for this station.
 ME2393
 ME2393.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2393
 ME2393. The following values were computed from the NAD 83(1997) position.
 ME2393
 ME2393;                    North         East     Units Scale Factor Converg.
 ME2393;SPC IN W     -   692,824.921   920,745.359   MT  0.99997196   +0 09 52.5
 ME2393;SPC IN W     - 2,273,043.09  3,020,812.07   sFT  0.99997196   +0 09 52.5
 ME2393;UTM  16      - 4,592,987.258   513,781.273   MT  0.99960234   +0 06 33.7
 ME2393
 ME2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2393!SPC IN W     -   0.99996878  x   0.99997196  =   0.99994074
 ME2393!UTM  16      -   0.99996878  x   0.99960234  =   0.99957113
 ME2393
 ME2393:                Primary Azimuth Mark                     Grid Az
 ME2393:SPC IN W     -  117                                      264 17 43.5
 ME2393:UTM  16      -  117                                      264 21 02.3
 ME2393
 ME2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1378192987(NAD 83)
 ME2393
 ME2393|---------------------------------------------------------------------|
 ME2393| PID    Reference Object                     Distance      Geod. Az  |
 ME2393|                                                           dddmmss.s |
 ME2393| CM3236 116 RM 1                             24.341 METERS 07358     |
 ME2393| CM3237 116 RM 2                             25.387 METERS 16310     |
 ME2393| CM3238 117                                                2642736.0 |
 ME2393|---------------------------------------------------------------------|
 ME2393
 ME2393                          SUPERSEDED SURVEY CONTROL
 ME2393
 ME2393  NAD 83(1986)-  41 29 18.16887(N)    086 50 05.68335(W) AD(       ) 2
 ME2393  NAD 27      -  41 29 18.01770(N)    086 50 05.59960(W) AD(       ) 2
 ME2393
 ME2393.Superseded values are not recommended for survey control.
 ME2393
 ME2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2393.See file dsdata.pdf to determine how the superseded data were derived.
 ME2393
 ME2393_MARKER: DD = SURVEY DISK
 ME2393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2393_STAMPING: 116
 ME2393_MARK LOGO: CGS+SS
 ME2393_PROJECTION: FLUSH
 ME2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2393
 ME2393  HISTORY     - Date     Condition        Report By
 ME2393  HISTORY     - 1934     MONUMENTED       INGS
 ME2393  HISTORY     - 1948     GOOD             CGS
 ME2393
 ME2393                          STATION DESCRIPTION
 ME2393
 ME2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2393'THE STATION IS LOCATED 5 MILES NORTHEAST OF WANATAH AND 4 MILES
 ME2393'SOUTHEAST OF WESTVILLE ON THE RIGHT-OF-WAY OF THE GRAND TRUNK
 ME2393'RAILROAD.  IT IS 50 FEET NORTHEAST OF THE INTERSECTION OF THE RAILROAD
 ME2393'TRACKS AND A GRAVEL ROAD, 30 FEET NORTH OF THE NORTH RAIL OF THE
 ME2393'TRACKS, 29 FEET EAST OF THE CENTER OF THE ROAD, 18 FEET SOUTHEAST OF A
 ME2393'FENCE CORNER AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK IS A
 ME2393'6 X 6 INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 ME2393'THE DISK IS A STANDARD USC AND GS AND SS DISK STAMPED NO 116.
 ME2393'
 ME2393'REFERENCE MARK NO. 1 IS 79.86 FEET EAST OF THE STATION.  IT IS 46 FEET
 ME2393'NORTH OF THE NORTH RAIL OF THE TRACKS AND 1 FOOT SOUTH OF A FENCE
 ME2393'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NO 116 NO 1
 ME2393'1948.
 ME2393'
 ME2393'REFERENCE MARK NO. 2 IS 83.29 FEET SOUTHEAST OF THE STATION.  IT IS 51
 ME2393'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 33 FEET SOUTH OF THE SOUTH
 ME2393'RAIL OF THE TRACKS AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 ME2393'PROJECTS 4 INCHES AND THE DISK IS STAMPED NO 116 NO 2 1948.
 ME2393'
 ME2393'NO 117 (INGS) IS 1.0 MILE WEST OF THE STATION AND WAS USED AS AN
 ME2393'AZIMUTH MARK.  IT IS 24 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 ME2393'TRACKS, 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 9 FEET NORTHEAST
 ME2393'OF A FENCE CORNER AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 ME2393'MARK IS A 6 X 6 INCH CONCRETE POST PROJECTING 2 INCHES AND THE DISK IS
 ME2393'A STANDARD USC AND GS AND SS DISK STAMPED NO 117.
 ME2393'
 ME2393'J 153 (USC AND GS) BM IS 0.35 MILE NORTH OF THE STATION.  IT IS 125
 ME2393'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 45 FEET SOUTH OF A
 ME2393'POWER LINE POLE, 29 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL
 ME2393'CROSSROADS, 6 FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A WHITE
 ME2393'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS A 8 X 8
 ME2393'INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 ME2393'DISK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED J 153 1946.
 ME2393'
 ME2393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2393'HIGHWAY 43, 1 MILE EAST OF WANATAH, GO NORTH ON HIGHWAY 43 FOR 2.1
 ME2393'MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EAST FOR 3.05 MILES TO
 ME2393'A GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO THE
 ME2393'RAILROAD CROSSING AND THE STATION ON THE LEFT AS DESCRIBED.
 ME2393'
 ME2393'TO REACH NO 117 FROM THE STATION GO WEST ON THE RAILROAD TRACKS FOR
 ME2393'1.0 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2393'
 ME2393'HEIGHT OF LIGHT AVOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2414 ***********************************************************************
 LB2414  DESIGNATION -  116 IGS
 LB2414  PID         -  LB2414
 LB2414  STATE/COUNTY-  IN/FULTON
 LB2414  COUNTRY     -  US
 LB2414  USGS QUAD   -  FULTON (2019)
 LB2414
 LB2414                         *CURRENT SURVEY CONTROL
 LB2414  ______________________________________________________________________
 LB2414* NAD 83(1997) POSITION- 40 59 23.66963(N) 086 20 11.52471(W)   ADJUSTED
 LB2414* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LB2414  ______________________________________________________________________
 LB2414  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 LB2414  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 LB2414  HORZ ORDER      -  SECOND
 LB2414
 LB2414.The horizontal coordinates were established by classical geodetic methods
 LB2414.and adjusted by the National Geodetic Survey in May 1999.
 LB2414
 LB2414.The orthometric height was scaled from a topographic map.
 LB2414
 LB2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2414.GEOID18 height accuracy estimate available here.
 LB2414
 LB2414.Click photographs - Photos may exist for this station.
 LB2414
 LB2414.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2414
 LB2414. The following values were computed from the NAD 83(1997) position.
 LB2414
 LB2414;                    North         East     Units Scale Factor Converg.
 LB2414;SPC IN E     -   637,653.638    43,633.636   MT  1.00000576   -0 26 21.8
 LB2414;SPC IN E     - 2,092,035.31    143,154.69   sFT  1.00000576   -0 26 21.8
 LB2414;UTM  16      - 4,537,848.724   555,807.139   MT  0.99963833   +0 26 06.7
 LB2414
 LB2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2414!SPC IN E     -   0.99996828  x   1.00000576  =   0.99997404
 LB2414!UTM  16      -   0.99996828  x   0.99963833  =   0.99960662
 LB2414
 LB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5580737848(NAD 83)
 LB2414
 LB2414                          SUPERSEDED SURVEY CONTROL
 LB2414
 LB2414  NAD 83(1986)-  40 59 23.67501(N)    086 20 11.53452(W) AD(       ) 2
 LB2414  NAD 27      -  40 59 23.52340(N)    086 20 11.52580(W) AD(       ) 2
 LB2414
 LB2414.Superseded values are not recommended for survey control.
 LB2414
 LB2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2414.See file dsdata.pdf to determine how the superseded data were derived.
 LB2414
 LB2414_MARKER: DD = SURVEY DISK
 LB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2414_STAMPING: 116
 LB2414_MARK LOGO: CGS+SS
 LB2414_PROJECTION: FLUSH
 LB2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2414+STABILITY: SURFACE MOTION
 LB2414
 LB2414  HISTORY     - Date     Condition        Report By
 LB2414  HISTORY     - 1934     MONUMENTED       INGS
 LB2414
 LB2414                          STATION DESCRIPTION
 LB2414
 LB2414'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LB2414'THIS IS A TRAVERSE STATION.
 LB2414'
 LB2414'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ROCHESTER AND 5 MILES
 LB2414'NORTH WEST OF FULTON.  IT IS ABOUT 500 FEET EAST OF THE INTERSECTION
 LB2414'OF THE GRAVEL ROAD AND RAIL ROAD CROSSING, 35 FEET NORTH OF THE
 LB2414'NORTH RAIL OF RAILROAD, 15 FEET WEST OF A TELEPHONE POLE AND 9 FEET
 LB2414'SOUTH OF A FENCELINE.  THE MARK IS A 6X6 INCH CONCRETE POST FLUSH
 LB2414'WITH THE GROUND WITH A STANDARD USC AND GS AND SS DISK STAMPED
 LB2414'NO 116.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 LB2414'STATION BLUEGRASS AND THE DISTANCE WAS FOUND TO BE 140.78 METERS
 LB2414'(461.889 FEET).
 LB2414'
 LB2414'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON
 LB2414'STATE HIGHWAY NO 25 FOR 4.75 MILE TO A GRAVEL T-ROAD RIGHT, TURN
 LB2414'RIGHT AND GO WEST FOR 1.1 MILE TO A GRAVEL T-ROAD INTERSECTION, TURN
 LB2414'LEFT AND GO WEST FOR 4.6 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND
 LB2414'GO SOUTH FOR 0.3 MILE TO A RAILROAD CROSSING AND STATION AS
 LB2414'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1865 ***********************************************************************
 LB1865  DESIGNATION -  116.113
 LB1865  PID         -  LB1865
 LB1865  STATE/COUNTY-  IN/WARREN
 LB1865  COUNTRY     -  US
 LB1865  USGS QUAD   -  DANVILLE NE (2018)
 LB1865
 LB1865                         *CURRENT SURVEY CONTROL
 LB1865  ______________________________________________________________________
 LB1865* NAD 83(1986) POSITION- 40 13 54.     (N) 087 30 49.     (W)   SCALED
 LB1865* NAVD 88 ORTHO HEIGHT -   209.799 (meters)      688.32  (feet) ADJUSTED
 LB1865  ______________________________________________________________________
 LB1865  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 LB1865  DYNAMIC HEIGHT  -        209.694 (meters)      687.97  (feet) COMP
 LB1865  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LB1865
 LB1865  VERT ORDER      -  FIRST     CLASS II
 LB1865
 LB1865.The horizontal coordinates were scaled from a map and have
 LB1865.an estimated accuracy of +/- 6 seconds.
 LB1865
 LB1865.The orthometric height was determined by differential leveling and
 LB1865.adjusted by the NATIONAL GEODETIC SURVEY
 LB1865.in June 1991.
 LB1865
 LB1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1865.GEOID18 height accuracy estimate available here.
 LB1865
 LB1865.Click photographs - Photos may exist for this station.
 LB1865
 LB1865.The dynamic height is computed by dividing the NAVD 88
 LB1865.geopotential number by the normal gravity value computed on the
 LB1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1865.degrees latitude (g = 980.6199 gals.).
 LB1865
 LB1865.The modeled gravity was interpolated from observed gravity values.
 LB1865
 LB1865;                    North         East    Units  Estimated Accuracy
 LB1865;SPC IN W     -   553,330.      863,380.      MT  (+/- 180 meters Scaled)
 LB1865
 LB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK563535(NAD 83)
 LB1865
 LB1865                          SUPERSEDED SURVEY CONTROL
 LB1865
 LB1865  NGVD 29 (??/??/92)  209.837  (m)          688.44   (f) ADJ UNCH    1 2
 LB1865
 LB1865.Superseded values are not recommended for survey control.
 LB1865
 LB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1865.See file dsdata.pdf to determine how the superseded data were derived.
 LB1865
 LB1865_MARKER: X = CHISELED CROSS
 LB1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1865_SP_SET: CULVERT
 LB1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1865
 LB1865  HISTORY     - Date     Condition        Report By
 LB1865  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1865  HISTORY     - 1946     GOOD             CGS
 LB1865
 LB1865                          STATION DESCRIPTION
 LB1865
 LB1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1865'9.6 MI NE FROM DANVILLE.
 LB1865'0.3 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1865'AT ALLISON, WARREN COUNTY, AT CULVERT 118.85, ON THE TOP OF THE
 LB1865'NORTHWEST CORNER OF THE WEST WING WALL, 26.5 FEET WEST OF THE WEST
 LB1865'RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 LB1865'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1149 ***********************************************************************
 ME1149  DESIGNATION -  116.235
 ME1149  PID         -  ME1149
 ME1149  STATE/COUNTY-  IN/LAKE
 ME1149  COUNTRY     -  US
 ME1149  USGS QUAD   -  LOWELL (2019)
 ME1149
 ME1149                         *CURRENT SURVEY CONTROL
 ME1149  ______________________________________________________________________
 ME1149* NAD 83(1986) POSITION- 41 16 44.     (N) 087 27 26.     (W)   SCALED
 ME1149* NAVD 88 ORTHO HEIGHT -   209.755 (meters)      688.17  (feet) ADJUSTED
 ME1149  ______________________________________________________________________
 ME1149  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1149  DYNAMIC HEIGHT  -        209.669 (meters)      687.89  (feet) COMP
 ME1149  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 ME1149
 ME1149  VERT ORDER      -  FIRST     CLASS II
 ME1149
 ME1149.The horizontal coordinates were scaled from a map and have
 ME1149.an estimated accuracy of +/- 6 seconds.
 ME1149
 ME1149.The orthometric height was determined by differential leveling and
 ME1149.adjusted by the NATIONAL GEODETIC SURVEY
 ME1149.in June 1991.
 ME1149
 ME1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1149.GEOID18 height accuracy estimate available here.
 ME1149
 ME1149.Click photographs - Photos may exist for this station.
 ME1149
 ME1149.The dynamic height is computed by dividing the NAVD 88
 ME1149.geopotential number by the normal gravity value computed on the
 ME1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1149.degrees latitude (g = 980.6199 gals.).
 ME1149
 ME1149.The modeled gravity was interpolated from observed gravity values.
 ME1149
 ME1149;                    North         East    Units  Estimated Accuracy
 ME1149;SPC IN W     -   669,600.      868,680.      MT  (+/- 180 meters Scaled)
 ME1149
 ME1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617698(NAD 83)
 ME1149
 ME1149                          SUPERSEDED SURVEY CONTROL
 ME1149
 ME1149  NGVD 29 (??/??/92)  209.842  (m)          688.46   (f) ADJ UNCH    1 2
 ME1149
 ME1149.Superseded values are not recommended for survey control.
 ME1149
 ME1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1149.See file dsdata.pdf to determine how the superseded data were derived.
 ME1149
 ME1149_MARKER: X = CHISELED CROSS
 ME1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1149_SP_SET: CULVERT
 ME1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1149
 ME1149  HISTORY     - Date     Condition        Report By
 ME1149  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1149  HISTORY     - 1946     GOOD             CGS
 ME1149
 ME1149                          STATION DESCRIPTION
 ME1149
 ME1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1149'0.8 MI S FROM NORTH HAYDEN.
 ME1149'ABOUT 3/4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1149'THE STATION AT NORTH HAYDEN, LAKE COUNTY, 0.3 MILE NORTH OF
 ME1149'MILEPOST 46, 110 FEET SOUTH OF STATION STAKE 1390, AT CULVERT
 ME1149'45.74, ON THE NORTHWEST CORNER OF THE WEST PARAPET, 16 FEET
 ME1149'WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 5
 ME1149'FEET BELOW THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0421 ***********************************************************************
 LA0421  DESIGNATION -  1186
 LA0421  PID         -  LA0421
 LA0421  STATE/COUNTY-  IN/WAYNE
 LA0421  COUNTRY     -  US
 LA0421  USGS QUAD   -  LYNN (2019)
 LA0421
 LA0421                         *CURRENT SURVEY CONTROL
 LA0421  ______________________________________________________________________
 LA0421* NAD 83(1986) POSITION- 40 00 18.43   (N) 084 59 47.37   (W)   HD_HELD1
 LA0421* NAVD 88 ORTHO HEIGHT -   361.034 (meters)     1184.49  (feet) ADJUSTED
 LA0421  ______________________________________________________________________
 LA0421  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LA0421  DYNAMIC HEIGHT  -        360.833 (meters)     1183.83  (feet) COMP
 LA0421  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 LA0421
 LA0421  VERT ORDER      -  SECOND    CLASS 0
 LA0421
 LA0421.The horizontal coordinates were determined by differentially corrected
 LA0421.hand held GPS observations or other comparable positioning techniques
 LA0421.and have an estimated accuracy of +/- 3 meters.
 LA0421
 LA0421.The orthometric height was determined by differential leveling and
 LA0421.adjusted by the NATIONAL GEODETIC SURVEY
 LA0421.in June 1991.
 LA0421
 LA0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0421.GEOID18 height accuracy estimate available here.
 LA0421
 LA0421.Click photographs - Photos may exist for this station.
 LA0421
 LA0421.The dynamic height is computed by dividing the NAVD 88
 LA0421.geopotential number by the normal gravity value computed on the
 LA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0421.degrees latitude (g = 980.6199 gals.).
 LA0421
 LA0421.The modeled gravity was interpolated from observed gravity values.
 LA0421
 LA0421;                    North         East    Units  Estimated Accuracy
 LA0421;SPC IN E     -   528,301.2     157,222.9     MT  (+/- 3 meters HH1 GPS) 
 LA0421
 LA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7101230247(NAD 83)
 LA0421
 LA0421                          SUPERSEDED SURVEY CONTROL
 LA0421
 LA0421  NGVD 29 (??/??/92)  361.172  (m)         1184.95   (f) ADJ UNCH    2 0
 LA0421
 LA0421.Superseded values are not recommended for survey control.
 LA0421
 LA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0421.See file dsdata.pdf to determine how the superseded data were derived.
 LA0421
 LA0421_MARKER: P = PIPE CAP
 LA0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0421_STAMPING: 1186
 LA0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0421
 LA0421  HISTORY     - Date     Condition        Report By
 LA0421  HISTORY     - UNK      MONUMENTED       USGS
 LA0421  HISTORY     - 1947     GOOD             CGS
 LA0421
 LA0421                          STATION DESCRIPTION
 LA0421
 LA0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0421'1.6 MI S FROM BLOOMINGPORT.
 LA0421'ABOUT 1.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0421'AT BLOOMINGPORT, AT A CROSS ROAD AND THE WAYNE-RANDOLPH COUNTY
 LA0421'LINE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH
 LA0421'OF THE COUNTY LINE ROAD, 14 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 LA0421'WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0421'POST, ABOUT LEVEL WITH THE ROAD AND SET ON THE TOP OF A PIPE
 LA0421'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0416 ***********************************************************************
 LA0416  DESIGNATION -  1188
 LA0416  PID         -  LA0416
 LA0416  STATE/COUNTY-  IN/RANDOLPH
 LA0416  COUNTRY     -  US
 LA0416  USGS QUAD   -  LYNN (2019)
 LA0416
 LA0416                         *CURRENT SURVEY CONTROL
 LA0416  ______________________________________________________________________
 LA0416* NAD 83(1986) POSITION- 40 05 32.     (N) 084 59 22.     (W)   SCALED
 LA0416* NAVD 88 ORTHO HEIGHT -   361.746 (meters)     1186.83  (feet) ADJUSTED
 LA0416  ______________________________________________________________________
 LA0416  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 LA0416  DYNAMIC HEIGHT  -        361.541 (meters)     1186.16  (feet) COMP
 LA0416  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 LA0416
 LA0416  VERT ORDER      -  SECOND    CLASS 0
 LA0416
 LA0416.The horizontal coordinates were scaled from a map and have
 LA0416.an estimated accuracy of +/- 6 seconds.
 LA0416
 LA0416.The orthometric height was determined by differential leveling and
 LA0416.adjusted by the NATIONAL GEODETIC SURVEY
 LA0416.in June 1991.
 LA0416
 LA0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0416.GEOID18 height accuracy estimate available here.
 LA0416
 LA0416.Click photographs - Photos may exist for this station.
 LA0416
 LA0416.The dynamic height is computed by dividing the NAVD 88
 LA0416.geopotential number by the normal gravity value computed on the
 LA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0416.degrees latitude (g = 980.6199 gals.).
 LA0416
 LA0416.The modeled gravity was interpolated from observed gravity values.
 LA0416
 LA0416;                    North         East    Units  Estimated Accuracy
 LA0416;SPC IN E     -   537,980.      157,750.      MT  (+/- 180 meters Scaled)
 LA0416
 LA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713399(NAD 83)
 LA0416
 LA0416                          SUPERSEDED SURVEY CONTROL
 LA0416
 LA0416  NGVD 29 (??/??/92)  361.875  (m)         1187.25   (f) ADJ UNCH    2 0
 LA0416
 LA0416.Superseded values are not recommended for survey control.
 LA0416
 LA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0416.See file dsdata.pdf to determine how the superseded data were derived.
 LA0416
 LA0416_MARKER: P = PIPE CAP
 LA0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0416_STAMPING: 1188
 LA0416_MARK LOGO: USGS
 LA0416_MAGNETIC: P = MARKER IS A STEEL PIPE
 LA0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0416
 LA0416  HISTORY     - Date     Condition        Report By
 LA0416  HISTORY     - UNK      MONUMENTED       USGS
 LA0416  HISTORY     - 1947     GOOD             CGS
 LA0416
 LA0416                          STATION DESCRIPTION
 LA0416
 LA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0416'5.8 MI S FROM WINCHESTER.
 LA0416'ABOUT 1.5 MILES SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0416'MERIDIAN STREET - PROLONGED), FROM THE SOUTHWEST CORNER OF THE
 LA0416'COURT HOUSE SQUARE AT WINCHESTER, THENCE ABOUT 4.25 MILES SOUTH
 LA0416'ALONG A BLACK TOP ROAD LEADING TO BLOOMINGPORT, ABOUT 4.65 MILE
 LA0416'NORTH OF THE CROSSROADS AT BLOOMINGPORT, AT A CROSS ROAD, 13
 LA0416'FEET EAST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE
 LA0416'CENTER LINE OF THE CROSS ROAD, 9.5 FEET WEST-NORTHWEST OF A FENCE
 LA0416'CORNER, 15.8 FEET SOUTHWEST OF USC AND GS BENCH MARK F 229 1947,
 LA0416'ABOUT LEVEL WITH THE ROAD AND PROJECTING ABOUT 3 INCHES.  NOTE-- PIPE
 LA0416'IS LEANING TO THE NORTHEAST.  THE ROD WAS HELD ON THE HIGH POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1144 ***********************************************************************
 JZ1144  DESIGNATION -  119
 JZ1144  PID         -  JZ1144
 JZ1144  STATE/COUNTY-  IN/WAYNE
 JZ1144  COUNTRY     -  US
 JZ1144  USGS QUAD   -  RICHMOND (2019)
 JZ1144
 JZ1144                         *CURRENT SURVEY CONTROL
 JZ1144  ______________________________________________________________________
 JZ1144* NAD 83(1986) POSITION- 39 51 37.     (N) 084 57 30.     (W)   SCALED
 JZ1144* NAVD 88 ORTHO HEIGHT -   311.629 (meters)     1022.40  (feet) ADJUSTED
 JZ1144  ______________________________________________________________________
 JZ1144  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 JZ1144  DYNAMIC HEIGHT  -        311.450 (meters)     1021.82  (feet) COMP
 JZ1144  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 JZ1144
 JZ1144  VERT ORDER      -  SECOND    CLASS 0
 JZ1144
 JZ1144.The horizontal coordinates were scaled from a map and have
 JZ1144.an estimated accuracy of +/- 6 seconds.
 JZ1144
 JZ1144.The orthometric height was determined by differential leveling and
 JZ1144.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1144.in June 1991.
 JZ1144
 JZ1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1144.GEOID18 height accuracy estimate available here.
 JZ1144
 JZ1144.Click photographs - Photos may exist for this station.
 JZ1144
 JZ1144.The dynamic height is computed by dividing the NAVD 88
 JZ1144.geopotential number by the normal gravity value computed on the
 JZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1144.degrees latitude (g = 980.6199 gals.).
 JZ1144
 JZ1144.The modeled gravity was interpolated from observed gravity values.
 JZ1144
 JZ1144;                    North         East    Units  Estimated Accuracy
 JZ1144;SPC IN E     -   512,240.      160,610.      MT  (+/- 180 meters Scaled)
 JZ1144
 JZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK746142(NAD 83)
 JZ1144
 JZ1144                          SUPERSEDED SURVEY CONTROL
 JZ1144
 JZ1144  NGVD 29 (??/??/92)  311.770  (m)         1022.87   (f) ADJ UNCH    2 0
 JZ1144
 JZ1144.Superseded values are not recommended for survey control.
 JZ1144
 JZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1144.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1144
 JZ1144_MARKER: DD = SURVEY DISK
 JZ1144_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1144_STAMPING: 119 1023
 JZ1144_MARK LOGO: CGS+SS
 JZ1144_PROJECTION: FLUSH
 JZ1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1144
 JZ1144  HISTORY     - Date     Condition        Report By
 JZ1144  HISTORY     - 1934     MONUMENTED       INGS
 JZ1144  HISTORY     - 1947     GOOD             CGS
 JZ1144
 JZ1144                          STATION DESCRIPTION
 JZ1144
 JZ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1144'4 MI NW FROM RICHMOND.
 JZ1144'4.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1144'STATION AT RICHMOND, AT THE HOGBACK CROSSROAD, 27 FEET NORTHEAST
 JZ1144'OF THE NORTHEAST RAIL, 11 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 JZ1144'ROAD, 6 FEET SOUTHEAST OF A POWER POLE, 5 FEET NORTHEAST OF THE
 JZ1144'CROSSING SIGN, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND
 JZ1144'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1272 ***********************************************************************
 LB1272  DESIGNATION -  119.039
 LB1272  PID         -  LB1272
 LB1272  STATE/COUNTY-  IN/NEWTON
 LB1272  COUNTRY     -  US
 LB1272  USGS QUAD   -  MOROCCO (2019)
 LB1272
 LB1272                         *CURRENT SURVEY CONTROL
 LB1272  ______________________________________________________________________
 LB1272* NAD 83(1986) POSITION- 40 56 15.     (N) 087 26 37.     (W)   SCALED
 LB1272* NAVD 88 ORTHO HEIGHT -   210.535 (meters)      690.73  (feet) ADJUSTED
 LB1272  ______________________________________________________________________
 LB1272  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 LB1272  DYNAMIC HEIGHT  -        210.443 (meters)      690.43  (feet) COMP
 LB1272  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LB1272
 LB1272  VERT ORDER      -  FIRST     CLASS II
 LB1272
 LB1272.The horizontal coordinates were scaled from a map and have
 LB1272.an estimated accuracy of +/- 6 seconds.
 LB1272
 LB1272.The orthometric height was determined by differential leveling and
 LB1272.adjusted by the NATIONAL GEODETIC SURVEY
 LB1272.in June 1991.
 LB1272
 LB1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1272.GEOID18 height accuracy estimate available here.
 LB1272
 LB1272.Click photographs - Photos may exist for this station.
 LB1272
 LB1272.The dynamic height is computed by dividing the NAVD 88
 LB1272.geopotential number by the normal gravity value computed on the
 LB1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1272.degrees latitude (g = 980.6199 gals.).
 LB1272
 LB1272.The modeled gravity was interpolated from observed gravity values.
 LB1272
 LB1272;                    North         East    Units  Estimated Accuracy
 LB1272;SPC IN W     -   631,680.      869,660.      MT  (+/- 180 meters Scaled)
 LB1272
 LB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626319(NAD 83)
 LB1272
 LB1272                          SUPERSEDED SURVEY CONTROL
 LB1272
 LB1272  NGVD 29 (??/??/92)  210.608  (m)          690.97   (f) ADJ UNCH    1 2
 LB1272
 LB1272.Superseded values are not recommended for survey control.
 LB1272
 LB1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1272.See file dsdata.pdf to determine how the superseded data were derived.
 LB1272
 LB1272_MARKER: X = CHISELED CROSS
 LB1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1272_SP_SET: SIGNAL BASE
 LB1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1272
 LB1272  HISTORY     - Date     Condition        Report By
 LB1272  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1272  HISTORY     - 1934     GOOD             CGS
 LB1272
 LB1272                          STATION DESCRIPTION
 LB1272
 LB1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1272'0.7 MI S FROM MOROCCO.
 LB1272'0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1272'STATION AT MOROCCO, NEWTON COUNTY, 175 YARDS NORTH OF OLD SIGNAL
 LB1272'TOWER RO, 55 YARDS NORTH OF SECTION POST 2640, AT SIGNAL E, ON THE
 LB1272'TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION, 22 FEET
 LB1272'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE
 LB1272'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1093 ***********************************************************************
 HA1093  DESIGNATION -  12 JEM
 HA1093  PID         -  HA1093
 HA1093  STATE/COUNTY-  IN/POSEY
 HA1093  COUNTRY     -  US
 HA1093  USGS QUAD   -  CABORN (2019)
 HA1093
 HA1093                         *CURRENT SURVEY CONTROL
 HA1093  ______________________________________________________________________
 HA1093* NAD 83(1986) POSITION- 37 56 31.85   (N) 087 45 18.06   (W)   HD_HELD1
 HA1093* NAVD 88 ORTHO HEIGHT -   123.861 (meters)      406.37  (feet) ADJUSTED
 HA1093  ______________________________________________________________________
 HA1093  GEOID HEIGHT    -        -30.758 (meters)                     GEOID18
 HA1093  DYNAMIC HEIGHT  -        123.775 (meters)      406.09  (feet) COMP
 HA1093  MODELED GRAVITY -    979,938.1   (mgal)                       NAVD 88
 HA1093
 HA1093  VERT ORDER      -  FIRST     CLASS II
 HA1093
 HA1093.The horizontal coordinates were determined by differentially corrected
 HA1093.hand held GPS observations or other comparable positioning techniques
 HA1093.and have an estimated accuracy of +/- 3 meters.
 HA1093
 HA1093.The orthometric height was determined by differential leveling and
 HA1093.adjusted by the NATIONAL GEODETIC SURVEY
 HA1093.in June 1991.
 HA1093
 HA1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1093.GEOID18 height accuracy estimate available here.
 HA1093
 HA1093.Click photographs - Photos may exist for this station.
 HA1093
 HA1093.The dynamic height is computed by dividing the NAVD 88
 HA1093.geopotential number by the normal gravity value computed on the
 HA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1093.degrees latitude (g = 980.6199 gals.).
 HA1093
 HA1093.The modeled gravity was interpolated from observed gravity values.
 HA1093
 HA1093;                    North         East    Units  Estimated Accuracy
 HA1093;SPC IN W     -   299,289.3     840,959.7     MT  (+/- 3 meters HH1 GPS) 
 HA1093
 HA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3365999668(NAD 83)
 HA1093
 HA1093                          SUPERSEDED SURVEY CONTROL
 HA1093
 HA1093  NGVD 29 (??/??/92)  123.957  (m)          406.68   (f) ADJ UNCH    1 2
 HA1093
 HA1093.Superseded values are not recommended for survey control.
 HA1093
 HA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1093.See file dsdata.pdf to determine how the superseded data were derived.
 HA1093
 HA1093_MARKER: DD = SURVEY DISK
 HA1093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1093_SP_SET: CULVERT HEADWALL
 HA1093_STAMPING: 12 JEM 407 1950
 HA1093_MARK LOGO: USGS
 HA1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1093+STABILITY: SURFACE MOTION
 HA1093
 HA1093  HISTORY     - Date     Condition        Report By
 HA1093  HISTORY     - 1950     MONUMENTED       USGS
 HA1093  HISTORY     - 1965     GOOD             CGS
 HA1093
 HA1093                          STATION DESCRIPTION
 HA1093
 HA1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1093'7.8 MI E FROM MT VERNON.
 HA1093'ABOUT 7.8 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1093'COURTHOUSE AT MT. VERNON, IN SECTION 3, T 7 S, R 12 E, 0.15
 HA1093'MILE WEST OF A SCHOOLHOUSE WHICH IS ON THE SOUTH SIDE OF THE
 HA1093'HIGHWAY, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19
 HA1093'FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 13 FEET
 HA1093'NORTH-NORTHWEST OF AN 18-INCH MAPLE TREE, SET IN THE TOP OF THE
 HA1093'NORTHWEST CORNER OF A CONCRETE HEADWALL OF A CULVERT, ABOUT
 HA1093'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1051 ***********************************************************************
 JA1051  DESIGNATION -  120.2
 JA1051  PID         -  JA1051
 JA1051  STATE/COUNTY-  IN/WARRICK
 JA1051  COUNTRY     -  US
 JA1051  USGS QUAD   -  ELBERFELD (2019)
 JA1051
 JA1051                         *CURRENT SURVEY CONTROL
 JA1051  ______________________________________________________________________
 JA1051* NAD 83(1986) POSITION- 38 11 43.     (N) 087 25 28.     (W)   SCALED
 JA1051* NAVD 88 ORTHO HEIGHT -   123.297 (meters)      404.52  (feet) ADJUSTED
 JA1051  ______________________________________________________________________
 JA1051  GEOID HEIGHT    -        -31.468 (meters)                     GEOID18
 JA1051  DYNAMIC HEIGHT  -        123.214 (meters)      404.24  (feet) COMP
 JA1051  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 JA1051
 JA1051  VERT ORDER      -  FIRST     CLASS II
 JA1051
 JA1051.The horizontal coordinates were scaled from a map and have
 JA1051.an estimated accuracy of +/- 6 seconds.
 JA1051
 JA1051.The orthometric height was determined by differential leveling and
 JA1051.adjusted by the NATIONAL GEODETIC SURVEY
 JA1051.in June 1991.
 JA1051
 JA1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1051.GEOID18 height accuracy estimate available here.
 JA1051
 JA1051.Click photographs - Photos may exist for this station.
 JA1051
 JA1051.The dynamic height is computed by dividing the NAVD 88
 JA1051.geopotential number by the normal gravity value computed on the
 JA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1051.degrees latitude (g = 980.6199 gals.).
 JA1051
 JA1051.The modeled gravity was interpolated from observed gravity values.
 JA1051
 JA1051;                    North         East    Units  Estimated Accuracy
 JA1051;SPC IN W     -   327,220.      870,120.      MT  (+/- 180 meters Scaled)
 JA1051
 JA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH628275(NAD 83)
 JA1051
 JA1051                          SUPERSEDED SURVEY CONTROL
 JA1051
 JA1051  NGVD 29 (??/??/92)  123.42   (m)          404.9    (f) COMPUTED    1 2
 JA1051
 JA1051.Superseded values are not recommended for survey control.
 JA1051
 JA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1051.See file dsdata.pdf to determine how the superseded data were derived.
 JA1051
 JA1051_MARKER: B = BOLT
 JA1051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1051_SP_SET: ABUTMENT
 JA1051_MARK LOGO: NONE
 JA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1051+STABILITY: SURFACE MOTION
 JA1051
 JA1051  HISTORY     - Date     Condition        Report By
 JA1051  HISTORY     - UNK      MONUMENTED       SPRR
 JA1051  HISTORY     - 1965     GOOD             CGS
 JA1051  HISTORY     - 1985     GOOD             NGS
 JA1051  HISTORY     - 1991     GOOD             USPSQD
 JA1051  HISTORY     - 20100817 GOOD             GEOCAC
 JA1051
 JA1051                          STATION DESCRIPTION
 JA1051
 JA1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1051'2.2 MI SW FROM BUCKSKIN.
 JA1051'ABOUT 2.2 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1051'FROM THE STATION AT BUCKSKIN, 5 TELEPHONE POLES SOUTHWEST OF
 JA1051'MILEPOST 177, 13 RAILS NORTHEAST OF A CROSSING OF THE RAILROAD
 JA1051'AND STATE HIGHWAY 68, A ROUND HEADED BOLT SET IN THE TOP OF THE
 JA1051'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A SMALL
 JA1051'RAILROAD BRIDGE OVER THE WABASH AND ERIE CANAL, 5 FEET SOUTHEAST
 JA1051'OF THE SOUTHEAST RAIL, AND ABOUT 5 INCHES BELOW THE LEVEL OF THE
 JA1051'TRACK.
 JA1051
 JA1051                          STATION RECOVERY (1985)
 JA1051
 JA1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1051'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.9 KM (13.0
 JA1051'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1051'HIGHWAY 357 IN OAKLAND CITY, THENCE 2.8 KM (1.75 MI) EAST ALONG STATE
 JA1051'HIGHWAY 68, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG THE CONRAIL
 JA1051'RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 JA1051
 JA1051                          STATION RECOVERY (1991)
 JA1051
 JA1051'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1051'RECOVERED IN GOOD CONDITION.
 JA1051
 JA1051                          STATION RECOVERY (2010)
 JA1051
 JA1051'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1164 ***********************************************************************
 ME1164  DESIGNATION -  120.399
 ME1164  PID         -  ME1164
 ME1164  STATE/COUNTY-  IN/LAKE
 ME1164  COUNTRY     -  US
 ME1164  USGS QUAD   -  SAINT JOHN (2019)
 ME1164
 ME1164                         *CURRENT SURVEY CONTROL
 ME1164  ______________________________________________________________________
 ME1164* NAD 83(1986) POSITION- 41 27 33.     (N) 087 27 58.     (W)   SCALED
 ME1164* NAVD 88 ORTHO HEIGHT -   211.067 (meters)      692.48  (feet) ADJUSTED
 ME1164  ______________________________________________________________________
 ME1164  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 ME1164  DYNAMIC HEIGHT  -        210.984 (meters)      692.20  (feet) COMP
 ME1164  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME1164
 ME1164  VERT ORDER      -  FIRST     CLASS II
 ME1164
 ME1164.The horizontal coordinates were scaled from a map and have
 ME1164.an estimated accuracy of +/- 6 seconds.
 ME1164
 ME1164.The orthometric height was determined by differential leveling and
 ME1164.adjusted by the NATIONAL GEODETIC SURVEY
 ME1164.in June 1991.
 ME1164
 ME1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1164.GEOID18 height accuracy estimate available here.
 ME1164
 ME1164.Click photographs - Photos may exist for this station.
 ME1164
 ME1164.The dynamic height is computed by dividing the NAVD 88
 ME1164.geopotential number by the normal gravity value computed on the
 ME1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1164.degrees latitude (g = 980.6199 gals.).
 ME1164
 ME1164.The modeled gravity was interpolated from observed gravity values.
 ME1164
 ME1164;                    North         East    Units  Estimated Accuracy
 ME1164;SPC IN W     -   689,620.      868,020.      MT  (+/- 180 meters Scaled)
 ME1164
 ME1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610898(NAD 83)
 ME1164
 ME1164                          SUPERSEDED SURVEY CONTROL
 ME1164
 ME1164  NGVD 29 (??/??/92)  211.157  (m)          692.77   (f) ADJ UNCH    1 2
 ME1164
 ME1164.Superseded values are not recommended for survey control.
 ME1164
 ME1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1164.See file dsdata.pdf to determine how the superseded data were derived.
 ME1164
 ME1164_MARKER: X = CHISELED CROSS
 ME1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1164_SP_SET: FOUNDATION
 ME1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1164
 ME1164  HISTORY     - Date     Condition        Report By
 ME1164  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1164  HISTORY     - 1934     GOOD             CGS
 ME1164  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1164
 ME1164                          STATION DESCRIPTION
 ME1164
 ME1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1164'1 MI N FROM ST JOHN.
 ME1164'1.0 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1164'STATION AT ST. JOHN, LAKE COUNTY, 238 FEET NORTH OF STATION
 ME1164'STAKE 740, AT SIGNAL W, ON THE NORTHEAST CORNER OF THE CONCRETE
 ME1164'FOUNDATION, 8 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 ME1164'TRACK, AND ABOUT 6 INCHES BELOW THE TOP OF THE RAIL.  A CHISELED
 ME1164'CROSS.
 ME1164
 ME1164                          STATION RECOVERY (2021)
 ME1164
 ME1164'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1164'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0121 ***********************************************************************
 ME0121  DESIGNATION -  123
 ME0121  PID         -  ME0121
 ME0121  STATE/COUNTY-  IN/ST JOSEPH
 ME0121  COUNTRY     -  US
 ME0121  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0121
 ME0121                         *CURRENT SURVEY CONTROL
 ME0121  ______________________________________________________________________
 ME0121* NAD 83(1986) POSITION- 41 31 55.     (N) 086 25 29.     (W)   SCALED
 ME0121* NAVD 88 ORTHO HEIGHT -   223.816 (meters)      734.30  (feet) ADJUSTED
 ME0121  ______________________________________________________________________
 ME0121  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0121  DYNAMIC HEIGHT  -        223.727 (meters)      734.01  (feet) COMP
 ME0121  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 ME0121
 ME0121  VERT ORDER      -  SECOND    CLASS 0
 ME0121
 ME0121.The horizontal coordinates were scaled from a map and have
 ME0121.an estimated accuracy of +/- 6 seconds.
 ME0121
 ME0121.The orthometric height was determined by differential leveling and
 ME0121.adjusted by the NATIONAL GEODETIC SURVEY
 ME0121.in June 1991.
 ME0121
 ME0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0121.GEOID18 height accuracy estimate available here.
 ME0121
 ME0121.Click photographs - Photos may exist for this station.
 ME0121
 ME0121.The dynamic height is computed by dividing the NAVD 88
 ME0121.geopotential number by the normal gravity value computed on the
 ME0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0121.degrees latitude (g = 980.6199 gals.).
 ME0121
 ME0121.The modeled gravity was interpolated from observed gravity values.
 ME0121
 ME0121;                    North         East    Units  Estimated Accuracy
 ME0121;SPC IN E     -   697,910.       36,740.      MT  (+/- 180 meters Scaled)
 ME0121
 ME0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL479979(NAD 83)
 ME0121
 ME0121                          SUPERSEDED SURVEY CONTROL
 ME0121
 ME0121  NGVD 29 (??/??/92)  223.923  (m)          734.65   (f) ADJ UNCH    2 0
 ME0121
 ME0121.Superseded values are not recommended for survey control.
 ME0121
 ME0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0121.See file dsdata.pdf to determine how the superseded data were derived.
 ME0121
 ME0121_MARKER: DD = SURVEY DISK
 ME0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0121_STAMPING: 123
 ME0121_MARK LOGO: CGS+SS
 ME0121_PROJECTION: PROJECTING 20 CENTIMETERS
 ME0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0121+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 ME0121
 ME0121  HISTORY     - Date     Condition        Report By
 ME0121  HISTORY     - 1934     MONUMENTED       INGS
 ME0121  HISTORY     - 1946     GOOD             CGS
 ME0121  HISTORY     - 1972     GOOD             NGS
 ME0121  HISTORY     - 1982     GOOD             INDNR
 ME0121  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0121  HISTORY     - 20100922 GOOD             DLZCOR
 ME0121
 ME0121                          STATION DESCRIPTION
 ME0121
 ME0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0121'AT NORTH LIBERTY.
 ME0121'AT NORTH LIBERTY, ALONG THE WABASH RAILROAD, ABOUT 9 RAILS
 ME0121'WEST OF SWITCH TOWER QN AT THE CROSSING OF THE NEW YORK CENTRAL
 ME0121'RAILROAD, 128 FEET SOUTHEAST OF A SEMAPHORE SIGNAL TOWER, 39
 ME0121'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE WABASH
 ME0121'RAILROAD, 10 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST
 ME0121'OF A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET ABOVE THE TRACK,
 ME0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 ME0121
 ME0121                          STATION RECOVERY (1972)
 ME0121
 ME0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0121'RECOVERED IN GOOD CONDITION.
 ME0121
 ME0121                          STATION RECOVERY (1982)
 ME0121
 ME0121'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0121'SWITCH TOWER QN IS GONE, SEMAPHORE TOWER IS GONE BUT, CON. BASE
 ME0121'REMAINS, THE WABASH RR IS NOW THE NW RR. THE NEW YORK CENT. RR IS
 ME0121'NOW CONRAIL. THE ORIGINAL R/W FENCE IS GONE. THE WOODEN WITNESS POST
 ME0121'IS GONE. MARK IS 20.8 FT. N.E. OF THE STEEL CORNER FENCE POST AT THE
 ME0121'N.W. CONRE OF THE WATER TREATMENT PLANT. AND 37.1' SOUTHWEST OF NEW
 ME0121'NW SIGNAL LIGHTS.
 ME0121
 ME0121                          STATION RECOVERY (2001)
 ME0121
 ME0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0121'MARK NOT FOUND.
 ME0121
 ME0121                          STATION RECOVERY (2010)
 ME0121
 ME0121'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME0121'DISC FOUND ON TOP OF 1FT BY 1FT CONRETE MONUMENT ABOUT 0.8FT ABOVE
 ME0121'GROUND 60FT NORTH AND 15FT WEST OF WATER TOWER
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1579 ***********************************************************************
 HZ1579  DESIGNATION -  123
 HZ1579  PID         -  HZ1579
 HZ1579  STATE/COUNTY-  IN/HARRISON
 HZ1579  COUNTRY     -  US
 HZ1579  USGS QUAD   -  LANESVILLE (2019)
 HZ1579
 HZ1579                         *CURRENT SURVEY CONTROL
 HZ1579  ______________________________________________________________________
 HZ1579* NAD 83(1986) POSITION- 38 10 34.     (N) 085 54 23.     (W)   SCALED
 HZ1579* NAVD 88 ORTHO HEIGHT -   131.069 (meters)      430.02  (feet) ADJUSTED
 HZ1579  ______________________________________________________________________
 HZ1579  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 HZ1579  DYNAMIC HEIGHT  -        130.979 (meters)      429.72  (feet) COMP
 HZ1579  MODELED GRAVITY -    979,938.2   (mgal)                       NAVD 88
 HZ1579
 HZ1579  VERT ORDER      -  FIRST     CLASS II
 HZ1579
 HZ1579.The horizontal coordinates were scaled from a map and have
 HZ1579.an estimated accuracy of +/- 6 seconds.
 HZ1579
 HZ1579.The orthometric height was determined by differential leveling and
 HZ1579.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1579.in June 1991.
 HZ1579
 HZ1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1579.GEOID18 height accuracy estimate available here.
 HZ1579
 HZ1579.Click photographs - Photos may exist for this station.
 HZ1579
 HZ1579.The dynamic height is computed by dividing the NAVD 88
 HZ1579.geopotential number by the normal gravity value computed on the
 HZ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1579.degrees latitude (g = 980.6199 gals.).
 HZ1579
 HZ1579.The modeled gravity was interpolated from observed gravity values.
 HZ1579
 HZ1579;                    North         East    Units  Estimated Accuracy
 HZ1579;SPC IN E     -   325,070.       79,000.      MT  (+/- 180 meters Scaled)
 HZ1579
 HZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH957259(NAD 83)
 HZ1579
 HZ1579                          SUPERSEDED SURVEY CONTROL
 HZ1579
 HZ1579  NGVD 29 (??/??/92)  131.204  (m)          430.46   (f) ADJ UNCH    1 2
 HZ1579
 HZ1579.Superseded values are not recommended for survey control.
 HZ1579
 HZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1579.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1579
 HZ1579_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1579_STAMPING: 123
 HZ1579_MARK LOGO: USACE
 HZ1579_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1579
 HZ1579  HISTORY     - Date     Condition        Report By
 HZ1579  HISTORY     - UNK      MONUMENTED       USACE
 HZ1579  HISTORY     - 1965     GOOD             CGS
 HZ1579
 HZ1579                          STATION DESCRIPTION
 HZ1579
 HZ1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1579'10.3 MI N FROM ROSEWOOD.
 HZ1579'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1579'METHODIST CHURCH AT ROSEWOOD, THENCE 9.9 MILES NORTH ALONG
 HZ1579'STATE HIGHWAY 111, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD,
 HZ1579'OR ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1579'STATION AT NEW ALBANY, THENCE 7.85 MILES SOUTHWEST ALONG STATE
 HZ1579'HIGHWAY 111, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, IN
 HZ1579'SECTION 12, T 4 S, R 5 E, 32 FEET SOUTHEAST OF THE CENTER OF THE
 HZ1579'JUNCTION OF THE GRAVELED ROAD AND A GRAVELED ROAD LEADING
 HZ1579'SOUTH, 28 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVELED
 HZ1579'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVELED
 HZ1579'ROAD, 90 FEET EAST OF A POWER POLE BEARING A TRANSFORMER, 0.7
 HZ1579'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1579'GRAVELED ROADS, A U.S. ENGINEERS CAP ON THE TOP OF A 4-INCH IRON
 HZ1579'PIPE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0122 ***********************************************************************
 ME0122  DESIGNATION -  124
 ME0122  PID         -  ME0122
 ME0122  STATE/COUNTY-  IN/ST JOSEPH
 ME0122  COUNTRY     -  US
 ME0122  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0122
 ME0122                         *CURRENT SURVEY CONTROL
 ME0122  ______________________________________________________________________
 ME0122* NAD 83(1986) POSITION- 41 32 08.     (N) 086 25 20.     (W)   SCALED
 ME0122* NAVD 88 ORTHO HEIGHT -   223.175 (meters)      732.20  (feet) ADJUSTED
 ME0122  ______________________________________________________________________
 ME0122  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0122  DYNAMIC HEIGHT  -        223.086 (meters)      731.91  (feet) COMP
 ME0122  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 ME0122
 ME0122  VERT ORDER      -  SECOND    CLASS 0
 ME0122
 ME0122.The horizontal coordinates were scaled from a map and have
 ME0122.an estimated accuracy of +/- 6 seconds.
 ME0122
 ME0122.The orthometric height was determined by differential leveling and
 ME0122.adjusted by the NATIONAL GEODETIC SURVEY
 ME0122.in June 1991.
 ME0122
 ME0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0122.GEOID18 height accuracy estimate available here.
 ME0122
 ME0122.Click photographs - Photos may exist for this station.
 ME0122
 ME0122.The dynamic height is computed by dividing the NAVD 88
 ME0122.geopotential number by the normal gravity value computed on the
 ME0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0122.degrees latitude (g = 980.6199 gals.).
 ME0122
 ME0122.The modeled gravity was interpolated from observed gravity values.
 ME0122
 ME0122;                    North         East    Units  Estimated Accuracy
 ME0122;SPC IN E     -   698,310.       36,950.      MT  (+/- 180 meters Scaled)
 ME0122
 ME0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL481983(NAD 83)
 ME0122
 ME0122                          SUPERSEDED SURVEY CONTROL
 ME0122
 ME0122  NGVD 29 (??/??/92)  223.286  (m)          732.56   (f) ADJ UNCH    2 0
 ME0122
 ME0122.Superseded values are not recommended for survey control.
 ME0122
 ME0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0122.See file dsdata.pdf to determine how the superseded data were derived.
 ME0122
 ME0122_MARKER: DD = SURVEY DISK
 ME0122_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0122_STAMPING: 124
 ME0122_MARK LOGO: CGS+SS
 ME0122_PROJECTION: FLUSH
 ME0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0122
 ME0122  HISTORY     - Date     Condition        Report By
 ME0122  HISTORY     - 1934     MONUMENTED       INGS
 ME0122  HISTORY     - 1946     GOOD             CGS
 ME0122  HISTORY     - 1970     GOOD             NGS
 ME0122  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0122
 ME0122                          STATION DESCRIPTION
 ME0122
 ME0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0122'AT NORTH LIBERTY.
 ME0122'AT NORTH LIBERTY, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT
 ME0122'13 RAILS NORTHEAST OF THE RAILROAD STATION, 164 FEET NORTHEAST
 ME0122'OF A SWITCH FOR A SIDE TRACK, 44 FEET SOUTHEAST OF THE SOUTHEAST
 ME0122'RAIL OF THE TRACK, 111 FEET EAST AND ACROSS THE TRACK FROM
 ME0122'POLE 13/20, 3.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.5
 ME0122'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 ME0122'ABOVE THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 ME0122'FLUSH WITH THE GROUND.
 ME0122
 ME0122                          STATION RECOVERY (1970)
 ME0122
 ME0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0122'RECOVERED IN GOOD CONDITION.
 ME0122
 ME0122                          STATION RECOVERY (2001)
 ME0122
 ME0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1271 ***********************************************************************
 LB1271  DESIGNATION -  126.603
 LB1271  PID         -  LB1271
 LB1271  STATE/COUNTY-  IN/NEWTON
 LB1271  COUNTRY     -  US
 LB1271  USGS QUAD   -  MOROCCO (2019)
 LB1271
 LB1271                         *CURRENT SURVEY CONTROL
 LB1271  ______________________________________________________________________
 LB1271* NAD 83(1986) POSITION- 40 55 51.     (N) 087 26 37.     (W)   SCALED
 LB1271* NAVD 88 ORTHO HEIGHT -   212.919 (meters)      698.55  (feet) ADJUSTED
 LB1271  ______________________________________________________________________
 LB1271  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 LB1271  DYNAMIC HEIGHT  -        212.826 (meters)      698.25  (feet) COMP
 LB1271  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 LB1271
 LB1271  VERT ORDER      -  FIRST     CLASS II
 LB1271
 LB1271.The horizontal coordinates were scaled from a map and have
 LB1271.an estimated accuracy of +/- 6 seconds.
 LB1271
 LB1271.The orthometric height was determined by differential leveling and
 LB1271.adjusted by the NATIONAL GEODETIC SURVEY
 LB1271.in June 1991.
 LB1271
 LB1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1271.GEOID18 height accuracy estimate available here.
 LB1271
 LB1271.Click photographs - Photos may exist for this station.
 LB1271
 LB1271.The dynamic height is computed by dividing the NAVD 88
 LB1271.geopotential number by the normal gravity value computed on the
 LB1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1271.degrees latitude (g = 980.6199 gals.).
 LB1271
 LB1271.The modeled gravity was interpolated from observed gravity values.
 LB1271
 LB1271;                    North         East    Units  Estimated Accuracy
 LB1271;SPC IN W     -   630,940.      869,660.      MT  (+/- 180 meters Scaled)
 LB1271
 LB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626311(NAD 83)
 LB1271
 LB1271                          SUPERSEDED SURVEY CONTROL
 LB1271
 LB1271  NGVD 29 (??/??/92)  212.991  (m)          698.79   (f) ADJ UNCH    1 2
 LB1271
 LB1271.Superseded values are not recommended for survey control.
 LB1271
 LB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1271.See file dsdata.pdf to determine how the superseded data were derived.
 LB1271
 LB1271_MARKER: X = CHISELED CROSS
 LB1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1271_SP_SET: SIGNAL TOWER BASE
 LB1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1271
 LB1271  HISTORY     - Date     Condition        Report By
 LB1271  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1271  HISTORY     - 1934     GOOD             CGS
 LB1271
 LB1271                          STATION DESCRIPTION
 LB1271
 LB1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1271'1.2 MI S FROM MOROCCO.
 LB1271'1.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1271'STATION AT MOROCCO, NEWTON COUNTY, 0.1 MILE NORTH OF MILEPOST 70,
 LB1271'IN THE TOP OF THE NORTHWEST CORNER OF A SIGNAL TOWER BASE, 7.4
 LB1271'FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, AND 1.5 FEET
 LB1271'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS ON THE TOP OF
 LB1271'AN ANCHOR BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1150 ***********************************************************************
 ME1150  DESIGNATION -  128.188
 ME1150  PID         -  ME1150
 ME1150  STATE/COUNTY-  IN/LAKE
 ME1150  COUNTRY     -  US
 ME1150  USGS QUAD   -  LOWELL (2019)
 ME1150
 ME1150                         *CURRENT SURVEY CONTROL
 ME1150  ______________________________________________________________________
 ME1150* NAD 83(1986) POSITION- 41 17 16.     (N) 087 27 31.     (W)   SCALED
 ME1150* NAVD 88 ORTHO HEIGHT -   213.397 (meters)      700.12  (feet) ADJUSTED
 ME1150  ______________________________________________________________________
 ME1150  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1150  DYNAMIC HEIGHT  -        213.308 (meters)      699.83  (feet) COMP
 ME1150  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME1150
 ME1150  VERT ORDER      -  FIRST     CLASS II
 ME1150
 ME1150.The horizontal coordinates were scaled from a map and have
 ME1150.an estimated accuracy of +/- 6 seconds.
 ME1150
 ME1150.The orthometric height was determined by differential leveling and
 ME1150.adjusted by the NATIONAL GEODETIC SURVEY
 ME1150.in June 1991.
 ME1150
 ME1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1150.GEOID18 height accuracy estimate available here.
 ME1150
 ME1150.Click photographs - Photos may exist for this station.
 ME1150
 ME1150.The dynamic height is computed by dividing the NAVD 88
 ME1150.geopotential number by the normal gravity value computed on the
 ME1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1150.degrees latitude (g = 980.6199 gals.).
 ME1150
 ME1150.The modeled gravity was interpolated from observed gravity values.
 ME1150
 ME1150;                    North         East    Units  Estimated Accuracy
 ME1150;SPC IN W     -   670,590.      868,570.      MT  (+/- 180 meters Scaled)
 ME1150
 ME1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL615708(NAD 83)
 ME1150
 ME1150                          SUPERSEDED SURVEY CONTROL
 ME1150
 ME1150  NGVD 29 (??/??/92)  213.482  (m)          700.40   (f) ADJ UNCH    1 2
 ME1150
 ME1150.Superseded values are not recommended for survey control.
 ME1150
 ME1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1150.See file dsdata.pdf to determine how the superseded data were derived.
 ME1150
 ME1150_MARKER: X = CHISELED CROSS
 ME1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1150_SP_SET: FOUNDATION
 ME1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1150
 ME1150  HISTORY     - Date     Condition        Report By
 ME1150  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1150  HISTORY     - 1946     GOOD             CGS
 ME1150
 ME1150                          STATION DESCRIPTION
 ME1150
 ME1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1150'AT NORTH HAYDEN.
 ME1150'AT NORTH HAYDEN, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 ME1150'80 YARDS SOUTH OF THE STATION, 45 FEET NORTH OF STATION STAKE
 ME1150'1360, ON THE SOUTHEAST CORNER OF CONCRETE SIGNAL FOUNDATION W,
 ME1150'6.3 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND
 ME1150'1.5 FEET BELOW THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1580 ***********************************************************************
 LB1580  DESIGNATION -  128.550
 LB1580  PID         -  LB1580
 LB1580  STATE/COUNTY-  IN/WARREN
 LB1580  COUNTRY     -  US
 LB1580  USGS QUAD   -  COVINGTON (2019)
 LB1580
 LB1580                         *CURRENT SURVEY CONTROL
 LB1580  ______________________________________________________________________
 LB1580* NAD 83(1986) POSITION- 40 14 50.     (N) 087 29 39.     (W)   SCALED
 LB1580* NAVD 88 ORTHO HEIGHT -   213.602 (meters)      700.79  (feet) ADJUSTED
 LB1580  ______________________________________________________________________
 LB1580  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 LB1580  DYNAMIC HEIGHT  -        213.494 (meters)      700.44  (feet) COMP
 LB1580  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB1580
 LB1580  VERT ORDER      -  FIRST     CLASS II
 LB1580
 LB1580.The horizontal coordinates were scaled from a map and have
 LB1580.an estimated accuracy of +/- 6 seconds.
 LB1580
 LB1580.The orthometric height was determined by differential leveling and
 LB1580.adjusted by the NATIONAL GEODETIC SURVEY
 LB1580.in June 1991.
 LB1580
 LB1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1580.GEOID18 height accuracy estimate available here.
 LB1580
 LB1580.Click photographs - Photos may exist for this station.
 LB1580
 LB1580.The dynamic height is computed by dividing the NAVD 88
 LB1580.geopotential number by the normal gravity value computed on the
 LB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1580.degrees latitude (g = 980.6199 gals.).
 LB1580
 LB1580.The modeled gravity was interpolated from observed gravity values.
 LB1580
 LB1580;                    North         East    Units  Estimated Accuracy
 LB1580;SPC IN W     -   555,050.      865,050.      MT  (+/- 180 meters Scaled)
 LB1580
 LB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK579553(NAD 83)
 LB1580
 LB1580                          SUPERSEDED SURVEY CONTROL
 LB1580
 LB1580  NGVD 29 (??/??/92)  213.649  (m)          700.95   (f) ADJ UNCH    1 2
 LB1580
 LB1580.Superseded values are not recommended for survey control.
 LB1580
 LB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1580.See file dsdata.pdf to determine how the superseded data were derived.
 LB1580
 LB1580_MARKER: Q = CHISELED SQUARE
 LB1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1580_SP_SET: CULVERT
 LB1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1580
 LB1580  HISTORY     - Date     Condition        Report By
 LB1580  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1580  HISTORY     - 1946     GOOD             CGS
 LB1580
 LB1580                          STATION DESCRIPTION
 LB1580
 LB1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1580'4.1 MI S FROM SLOAN.
 LB1580'4.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1580'STATION AT SLOAN, WARREN COUNTY, AT CULVERT 117.33, ON THE TOP
 LB1580'OF THE NORTHWEST CORNER OF THE WEST WING WALL, 32 FEET WEST
 LB1580'OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 4 FEET LOWER
 LB1580'THAN THE RAIL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1640 ***********************************************************************
 LB1640  DESIGNATION -  129
 LB1640  PID         -  LB1640
 LB1640  STATE/COUNTY-  IN/TIPPECANOE
 LB1640  COUNTRY     -  US
 LB1640  USGS QUAD   -  WESTPOINT (2019)
 LB1640
 LB1640                         *CURRENT SURVEY CONTROL
 LB1640  ______________________________________________________________________
 LB1640* NAD 83(1986) POSITION- 40 21 25.     (N) 087 01 22.     (W)   SCALED
 LB1640* NAVD 88 ORTHO HEIGHT -   184.077 (meters)      603.93  (feet) ADJUSTED
 LB1640  ______________________________________________________________________
 LB1640  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 LB1640  DYNAMIC HEIGHT  -        183.987 (meters)      603.63  (feet) COMP
 LB1640  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 LB1640
 LB1640  VERT ORDER      -  SECOND    CLASS 0
 LB1640
 LB1640.The horizontal coordinates were scaled from a map and have
 LB1640.an estimated accuracy of +/- 6 seconds.
 LB1640
 LB1640.The orthometric height was determined by differential leveling and
 LB1640.adjusted by the NATIONAL GEODETIC SURVEY
 LB1640.in June 1991.
 LB1640
 LB1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1640.GEOID18 height accuracy estimate available here.
 LB1640
 LB1640.Click photographs - Photos may exist for this station.
 LB1640
 LB1640.The dynamic height is computed by dividing the NAVD 88
 LB1640.geopotential number by the normal gravity value computed on the
 LB1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1640.degrees latitude (g = 980.6199 gals.).
 LB1640
 LB1640.The modeled gravity was interpolated from observed gravity values.
 LB1640
 LB1640;                    North         East    Units  Estimated Accuracy
 LB1640;SPC IN W     -   567,150.      905,140.      MT  (+/- 180 meters Scaled)
 LB1640
 LB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK980673(NAD 83)
 LB1640
 LB1640                          SUPERSEDED SURVEY CONTROL
 LB1640
 LB1640  NGVD 29 (??/??/92)  184.162  (m)          604.20   (f) ADJ UNCH    2 0
 LB1640
 LB1640.Superseded values are not recommended for survey control.
 LB1640
 LB1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1640.See file dsdata.pdf to determine how the superseded data were derived.
 LB1640
 LB1640_MARKER: DD = SURVEY DISK
 LB1640_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1640_STAMPING: 129
 LB1640_MARK LOGO: CGS+SS
 LB1640_PROJECTION: FLUSH
 LB1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1640
 LB1640  HISTORY     - Date     Condition        Report By
 LB1640  HISTORY     - 1934     MONUMENTED       INGS
 LB1640  HISTORY     - 1946     GOOD             CGS
 LB1640
 LB1640                          STATION DESCRIPTION
 LB1640
 LB1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1640'1.2 MI NE FROM WEST POINT.
 LB1640'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1640'TOWNSHIP SCHOOL AT WEST POINT, AT A FARM ROAD RUNNING NORTHEAST,
 LB1640'76 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WABASH RAILROAD,
 LB1640'32.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 LB1640'SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, MIDWAY BETWEEN
 LB1640'TWO HIGHWAY R/W MARKERS, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 LB1640'POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD
 LB1640'DISK, STAMPED 129 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LB1640'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0332 ***********************************************************************
 JA0332  DESIGNATION -  130
 JA0332  PID         -  JA0332
 JA0332  STATE/COUNTY-  IN/CRAWFORD
 JA0332  COUNTRY     -  US
 JA0332  USGS QUAD   -  LEAVENWORTH (2019)
 JA0332
 JA0332                         *CURRENT SURVEY CONTROL
 JA0332  ______________________________________________________________________
 JA0332* NAD 83(1986) POSITION- 38 11 35.     (N) 086 20 35.     (W)   SCALED
 JA0332* NAVD 88 ORTHO HEIGHT -   127.275 (meters)      417.57  (feet) ADJUSTED
 JA0332  ______________________________________________________________________
 JA0332  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JA0332  DYNAMIC HEIGHT  -        127.183 (meters)      417.27  (feet) COMP
 JA0332  MODELED GRAVITY -    979,909.9   (mgal)                       NAVD 88
 JA0332
 JA0332  VERT ORDER      -  FIRST     CLASS II
 JA0332
 JA0332.The horizontal coordinates were scaled from a map and have
 JA0332.an estimated accuracy of +/- 6 seconds.
 JA0332
 JA0332.The orthometric height was determined by differential leveling and
 JA0332.adjusted by the NATIONAL GEODETIC SURVEY
 JA0332.in June 1991.
 JA0332
 JA0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0332.GEOID18 height accuracy estimate available here.
 JA0332
 JA0332.Click photographs - Photos may exist for this station.
 JA0332
 JA0332.The dynamic height is computed by dividing the NAVD 88
 JA0332.geopotential number by the normal gravity value computed on the
 JA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0332.degrees latitude (g = 980.6199 gals.).
 JA0332
 JA0332.The modeled gravity was interpolated from observed gravity values.
 JA0332
 JA0332;                    North         East    Units  Estimated Accuracy
 JA0332;SPC IN W     -   327,180.      964,850.      MT  (+/- 180 meters Scaled)
 JA0332
 JA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH575274(NAD 83)
 JA0332
 JA0332                          SUPERSEDED SURVEY CONTROL
 JA0332
 JA0332  NGVD 29 (??/??/92)  127.383  (m)          417.92   (f) ADJ UNCH    1 2
 JA0332
 JA0332.Superseded values are not recommended for survey control.
 JA0332
 JA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0332.See file dsdata.pdf to determine how the superseded data were derived.
 JA0332
 JA0332_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0332_STAMPING: 130
 JA0332_MARK LOGO: USACE
 JA0332_PROJECTION: RECESSED 8 CENTIMETERS
 JA0332_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0332
 JA0332  HISTORY     - Date     Condition        Report By
 JA0332  HISTORY     - UNK      MONUMENTED       USACE
 JA0332  HISTORY     - 1953     GOOD             CGS
 JA0332  HISTORY     - 1965     GOOD             CGS
 JA0332
 JA0332                          STATION DESCRIPTION
 JA0332
 JA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0332'AT LEAVENWORTH.
 JA0332'AT LEAVENWORTH, AT INTERSECTION OF FRONT AND MAIN STREET, 1 BLOCK
 JA0332'SOUTHEAST OF NELSON STREET, 25 FEET NORTHEAST OF CENTER LINE OF
 JA0332'FRONT STREET, 25 1/2 FEET NORTHWEST OF CENTER LINE OF MAIN STREET,
 JA0332'50 1/2 FEET NORTH AND ACROSS STREET INTERSECTION FROM POWER POLE
 JA0332'NO. 456 267 WITH A TRANSFORMER, 64 FEET NORTHWEST AND ACROSS MAIN
 JA0332'STREET FROM THE WEST CORNER OF A SMALL HOUSE, 109 FEET
 JA0332'EAST-SOUTHEAST OF A 2-FOOT-HIGH PROPERTY MARKER POST (STONE),
 JA0332'43 1/2 FEET NORTHWEST AND ACROSS MAIN STREET FROM TRIANGULAR
 JA0332'BLAZE IN SOUTHEAST SIDE OF A 30-INCH MAPLE TREE, 28 FEET
 JA0332'SOUTH-SOUTHEAST OF A 30-INCH MAPLE TREE WHICH IS IN CENTER OF A LAWN,
 JA0332'8 FEET NORTH-NORTHEAST OF NORTH-NORTHEAST EDGE OF A STUMP OF A
 JA0332'POPLAR TREE, 59 FEET SOUTHEAST OF SOUTH PORCH CORNER OF A SMALL
 JA0332'HOUSE (CAMP JO-RU), ABOUT 1/2 FOOT ABOVE LEVEL OF FRONT STREET,
 JA0332'AND IS A 4-INCH PIPE AND CAP ON TOP OF A CONCRETE PEDESTAL WITH
 JA0332'BOLT, AND CAP IS ABOUT 3 INCHES BELOW SURFACE OF GROUND.
 JA0332
 JA0332                          STATION RECOVERY (1965)
 JA0332
 JA0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0332'0.8 MI SE FROM LEAVENWORTH.
 JA0332'0.25 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0332'LEAVENWORTH, THENCE 0.4 MILE SOUTHEAST ALONG OLD STATE HIGHWAY
 JA0332'62 TO MAIN STREET, THENCE 0.2 MILE SOUTH ALONG MAIN STREET TO
 JA0332'FRONT STREET, IN SECTION 6, T 4 S, R 2 E, 25 FEET NORTHEAST OF THE
 JA0332'CENTER LINE OF FRONT STREET, 25 1/2 FEET NORTHWEST OF THE CENTER
 JA0332'LINE OF MAIN STREET, 50 1/2 FEET NORTH OF A POWER POLE, 17 FEET
 JA0332'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF A CINDER BLOCK
 JA0332'HOUSE, A U.S. ENGINEERS CAP ON THE TOP OF AN IRON PIPE ABOUT
 JA0332'3 INCHES BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1639 ***********************************************************************
 LB1639  DESIGNATION -  131
 LB1639  PID         -  LB1639
 LB1639  STATE/COUNTY-  IN/TIPPECANOE
 LB1639  COUNTRY     -  US
 LB1639  USGS QUAD   -  WESTPOINT (2019)
 LB1639
 LB1639                         *CURRENT SURVEY CONTROL
 LB1639  ______________________________________________________________________
 LB1639* NAD 83(1986) POSITION- 40 21 34.     (N) 087 00 16.     (W)   SCALED
 LB1639* NAVD 88 ORTHO HEIGHT -   184.879 (meters)      606.56  (feet) ADJUSTED
 LB1639  ______________________________________________________________________
 LB1639  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LB1639  DYNAMIC HEIGHT  -        184.789 (meters)      606.26  (feet) COMP
 LB1639  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LB1639
 LB1639  VERT ORDER      -  SECOND    CLASS 0
 LB1639
 LB1639.The horizontal coordinates were scaled from a map and have
 LB1639.an estimated accuracy of +/- 6 seconds.
 LB1639
 LB1639.The orthometric height was determined by differential leveling and
 LB1639.adjusted by the NATIONAL GEODETIC SURVEY
 LB1639.in June 1991.
 LB1639
 LB1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1639.GEOID18 height accuracy estimate available here.
 LB1639
 LB1639.Click photographs - Photos may exist for this station.
 LB1639
 LB1639.The dynamic height is computed by dividing the NAVD 88
 LB1639.geopotential number by the normal gravity value computed on the
 LB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1639.degrees latitude (g = 980.6199 gals.).
 LB1639
 LB1639.The modeled gravity was interpolated from observed gravity values.
 LB1639
 LB1639;                    North         East    Units  Estimated Accuracy
 LB1639;SPC IN W     -   567,430.      906,700.      MT  (+/- 180 meters Scaled)
 LB1639
 LB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK996676(NAD 83)
 LB1639
 LB1639                          SUPERSEDED SURVEY CONTROL
 LB1639
 LB1639  NGVD 29 (??/??/92)  184.965  (m)          606.84   (f) ADJ UNCH    2 0
 LB1639
 LB1639.Superseded values are not recommended for survey control.
 LB1639
 LB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1639.See file dsdata.pdf to determine how the superseded data were derived.
 LB1639
 LB1639_MARKER: DD = SURVEY DISK
 LB1639_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1639_STAMPING: 131
 LB1639_MARK LOGO: CGS+SS
 LB1639_PROJECTION: RECESSED 5 CENTIMETERS
 LB1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1639
 LB1639  HISTORY     - Date     Condition        Report By
 LB1639  HISTORY     - 1934     MONUMENTED       INGS
 LB1639  HISTORY     - 1946     GOOD             CGS
 LB1639
 LB1639                          STATION DESCRIPTION
 LB1639
 LB1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1639'2.2 MI NE FROM WEST POINT.
 LB1639'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1639'TOWNSHIP SCHOOL AT WEST POINT, AT THE JUNCTION OF A GRAVEL ROAD
 LB1639'LEADING WEST ACROSS THE WABASH RAILROAD, ABOUT 150 FEET SOUTHWEST
 LB1639'OF A SEMAPHORE SIGNAL TOWER NO. 26/33, 84 FEET SOUTHEAST OF A W
 LB1639'SIGN ON THE RAILROAD, 37 FEET NORTHWEST OF THE CENTER OF THE
 LB1639'JUNCTION, 2 FEET NORTHWEST OF A HIGHWAY R/W MARKER POST, 2 FEET
 LB1639'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 0.5 FOOT BELOW
 LB1639'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 131 AND SET
 LB1639'IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1621 ***********************************************************************
 LB1621  DESIGNATION -  131
 LB1621  PID         -  LB1621
 LB1621  STATE/COUNTY-  IN/VERMILLION
 LB1621  COUNTRY     -  US
 LB1621  USGS QUAD   -  PERRYSVILLE (2019)
 LB1621
 LB1621                         *CURRENT SURVEY CONTROL
 LB1621  ______________________________________________________________________
 LB1621* NAD 83(1986) POSITION- 40 04 58.     (N) 087 29 54.     (W)   SCALED
 LB1621* NAVD 88 ORTHO HEIGHT -   188.298 (meters)      617.77  (feet) ADJUSTED
 LB1621  ______________________________________________________________________
 LB1621  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 LB1621  DYNAMIC HEIGHT  -        188.202 (meters)      617.46  (feet) COMP
 LB1621  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 LB1621
 LB1621  VERT ORDER      -  SECOND    CLASS 0
 LB1621
 LB1621.The horizontal coordinates were scaled from a map and have
 LB1621.an estimated accuracy of +/- 6 seconds.
 LB1621
 LB1621.The orthometric height was determined by differential leveling and
 LB1621.adjusted by the NATIONAL GEODETIC SURVEY
 LB1621.in June 1991.
 LB1621
 LB1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1621.GEOID18 height accuracy estimate available here.
 LB1621
 LB1621.Click photographs - Photos may exist for this station.
 LB1621
 LB1621.The dynamic height is computed by dividing the NAVD 88
 LB1621.geopotential number by the normal gravity value computed on the
 LB1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1621.degrees latitude (g = 980.6199 gals.).
 LB1621
 LB1621.The modeled gravity was interpolated from observed gravity values.
 LB1621
 LB1621;                    North         East    Units  Estimated Accuracy
 LB1621;SPC IN W     -   536,790.      864,610.      MT  (+/- 180 meters Scaled)
 LB1621
 LB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK575370(NAD 83)
 LB1621
 LB1621                          SUPERSEDED SURVEY CONTROL
 LB1621
 LB1621  NGVD 29 (??/??/92)  188.347  (m)          617.94   (f) ADJ UNCH    2 0
 LB1621
 LB1621.Superseded values are not recommended for survey control.
 LB1621
 LB1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1621.See file dsdata.pdf to determine how the superseded data were derived.
 LB1621
 LB1621_MARKER: Z = SEE DESCRIPTION
 LB1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1621+STABILITY: SURFACE MOTION
 LB1621
 LB1621  HISTORY     - Date     Condition        Report By
 LB1621  HISTORY     - UNK      MONUMENTED       LOCENG
 LB1621  HISTORY     - 1934     GOOD             CGS
 LB1621  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1621
 LB1621                          STATION DESCRIPTION
 LB1621
 LB1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1621'AT GESSIE.
 LB1621'AT GESSIE, VERMILLION COUNTY, 60 YARDS SOUTHEAST OF THE CHICAGO
 LB1621'AND EASTERN ILLINOIS RAILWAY STATION, IN BACK OF MILEPOST 131,
 LB1621'AND 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  THE TOP OF A 1- BY
 LB1621'1/2 METAL REINFORCING BAR, SET IN THE TOP OF A CONCRETE POST
 LB1621'PROJECTING 2 FEET ABOVE GROUND.
 LB1621
 LB1621                          STATION RECOVERY (1986)
 LB1621
 LB1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1620 ***********************************************************************
 LB1620  DESIGNATION -  131.8
 LB1620  PID         -  LB1620
 LB1620  STATE/COUNTY-  IN/VERMILLION
 LB1620  COUNTRY     -  US
 LB1620  USGS QUAD   -  PERRYSVILLE (2019)
 LB1620
 LB1620                         *CURRENT SURVEY CONTROL
 LB1620  ______________________________________________________________________
 LB1620* NAD 83(1986) POSITION- 40 04 28.     (N) 087 29 12.     (W)   SCALED
 LB1620* NAVD 88 ORTHO HEIGHT -   187.484 (meters)      615.10  (feet) ADJUSTED
 LB1620  ______________________________________________________________________
 LB1620  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 LB1620  DYNAMIC HEIGHT  -        187.388 (meters)      614.79  (feet) COMP
 LB1620  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 LB1620
 LB1620  VERT ORDER      -  SECOND    CLASS 0
 LB1620
 LB1620.The horizontal coordinates were scaled from a map and have
 LB1620.an estimated accuracy of +/- 6 seconds.
 LB1620
 LB1620.The orthometric height was determined by differential leveling and
 LB1620.adjusted by the NATIONAL GEODETIC SURVEY
 LB1620.in June 1991.
 LB1620
 LB1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1620.GEOID18 height accuracy estimate available here.
 LB1620
 LB1620.Click photographs - Photos may exist for this station.
 LB1620
 LB1620.The dynamic height is computed by dividing the NAVD 88
 LB1620.geopotential number by the normal gravity value computed on the
 LB1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1620.degrees latitude (g = 980.6199 gals.).
 LB1620
 LB1620.The modeled gravity was interpolated from observed gravity values.
 LB1620
 LB1620;                    North         East    Units  Estimated Accuracy
 LB1620;SPC IN W     -   535,860.      865,600.      MT  (+/- 180 meters Scaled)
 LB1620
 LB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK585361(NAD 83)
 LB1620
 LB1620                          SUPERSEDED SURVEY CONTROL
 LB1620
 LB1620  NGVD 29 (??/??/92)  187.534  (m)          615.27   (f) ADJ UNCH    2 0
 LB1620
 LB1620.Superseded values are not recommended for survey control.
 LB1620
 LB1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1620.See file dsdata.pdf to determine how the superseded data were derived.
 LB1620
 LB1620_MARKER: Q = CHISELED SQUARE
 LB1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1620_SP_SET: SIGNAL CONTROL BASE
 LB1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1620
 LB1620  HISTORY     - Date     Condition        Report By
 LB1620  HISTORY     - 1934     MONUMENTED       CGS
 LB1620  HISTORY     - 1934     GOOD             CGS
 LB1620  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1620
 LB1620                          STATION DESCRIPTION
 LB1620
 LB1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1620'0.8 MI SE FROM GESSIE.
 LB1620'0.8 MILE SOUTHEAST ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 LB1620'FROM THE STATION AT GESSIE, VERMILLION COUNTY, 2.5 MILES NORTHWEST
 LB1620'OF PERRYSVILLE, 1 FOOT SOUTHEAST OF SEMAPHORE 131.8, IN THE
 LB1620'CONCRETE BASE OF THE SIGNAL CONTROL, ON THE SOUTHWEST END OF THE
 LB1620'NORTHWEST SIDE, 8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 LB1620'10 INCHES LOWER THAN THE TRACK.  A CHISELED SQUARE.
 LB1620
 LB1620                          STATION RECOVERY (1986)
 LB1620
 LB1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0779 ***********************************************************************
 LB0779  DESIGNATION -  132
 LB0779  PID         -  LB0779
 LB0779  STATE/COUNTY-  IN/TIPPECANOE
 LB0779  COUNTRY     -  US
 LB0779  USGS QUAD   -  ROMNEY (2019)
 LB0779
 LB0779                         *CURRENT SURVEY CONTROL
 LB0779  ______________________________________________________________________
 LB0779* NAD 83(1986) POSITION- 40 21 33.     (N) 086 59 03.     (W)   SCALED
 LB0779* NAVD 88 ORTHO HEIGHT -   189.953 (meters)      623.20  (feet) ADJUSTED
 LB0779  ______________________________________________________________________
 LB0779  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 LB0779  DYNAMIC HEIGHT  -        189.861 (meters)      622.90  (feet) COMP
 LB0779  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB0779
 LB0779  VERT ORDER      -  SECOND    CLASS 0
 LB0779
 LB0779.The horizontal coordinates were scaled from a map and have
 LB0779.an estimated accuracy of +/- 6 seconds.
 LB0779
 LB0779.The orthometric height was determined by differential leveling and
 LB0779.adjusted by the NATIONAL GEODETIC SURVEY
 LB0779.in June 1991.
 LB0779
 LB0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0779.GEOID18 height accuracy estimate available here.
 LB0779
 LB0779.Click photographs - Photos may exist for this station.
 LB0779
 LB0779.The dynamic height is computed by dividing the NAVD 88
 LB0779.geopotential number by the normal gravity value computed on the
 LB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0779.degrees latitude (g = 980.6199 gals.).
 LB0779
 LB0779.The modeled gravity was interpolated from observed gravity values.
 LB0779
 LB0779;                    North         East    Units  Estimated Accuracy
 LB0779;SPC IN W     -   567,400.      908,420.      MT  (+/- 180 meters Scaled)
 LB0779
 LB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK013676(NAD 83)
 LB0779
 LB0779                          SUPERSEDED SURVEY CONTROL
 LB0779
 LB0779  NGVD 29 (??/??/92)  190.039  (m)          623.49   (f) ADJ UNCH    2 0
 LB0779
 LB0779.Superseded values are not recommended for survey control.
 LB0779
 LB0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0779.See file dsdata.pdf to determine how the superseded data were derived.
 LB0779
 LB0779_MARKER: DD = SURVEY DISK
 LB0779_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0779_STAMPING: 132
 LB0779_MARK LOGO: CGS+SS
 LB0779_PROJECTION: FLUSH
 LB0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0779
 LB0779  HISTORY     - Date     Condition        Report By
 LB0779  HISTORY     - 1934     MONUMENTED       INGS
 LB0779  HISTORY     - 1946     GOOD             CGS
 LB0779  HISTORY     - 1966     GOOD             CGS
 LB0779
 LB0779                          STATION DESCRIPTION
 LB0779
 LB0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0779'3.2 MI NE FROM WEST POINT.
 LB0779'ABOUT 3.25 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB0779'TOWNSHIP SCHOOL AT WEST POINT, ABOUT 2.2 MILES SOUTHWEST ALONG
 LB0779'STATE HIGHWAY 25 FROM THE PLAINS GRANGE BUILDING AT SHADELAND,
 LB0779'ABOUT 600 FEET WEST OF A BRIDGE OVER LOST CREEK, 54 FEET NORTHWEST
 LB0779'OF THE NORTHWEST CORNER OF A HOUSE, 32 FEET SOUTH OF THE CENTER
 LB0779'LINE OF THE HIGHWAY, 2 FEET NORTH OF A HIGHWAY R/W MARKER,
 LB0779'2 FEET NORTH OF A FENCE AROUND A GARDEN, DIRECTLY IN LINE WITH
 LB0779'A ROW OF TELEPHONE POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LB0779'POST, AND ABOUT 2.5 FEET ABOVE THE HIGHWAY.  A STATE SURVEY
 LB0779'STANDARD DISK, STAMPED 132 AND SET IN THE TOP OF A CONCRETE
 LB0779'POST FLUSH WITH THE GROUND.
 LB0779
 LB0779                          STATION RECOVERY (1966)
 LB0779
 LB0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0125 ***********************************************************************
 ME0125  DESIGNATION -  132
 ME0125  PID         -  ME0125
 ME0125  STATE/COUNTY-  IN/ST JOSEPH
 ME0125  COUNTRY     -  US
 ME0125  USGS QUAD   -  LAKEVILLE (2019)
 ME0125
 ME0125                         *CURRENT SURVEY CONTROL
 ME0125  ______________________________________________________________________
 ME0125* NAD 83(1986) POSITION- 41 36 57.     (N) 086 21 56.     (W)   SCALED
 ME0125* NAVD 88 ORTHO HEIGHT -   218.890 (meters)      718.14  (feet) ADJUSTED
 ME0125  ______________________________________________________________________
 ME0125  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 ME0125  DYNAMIC HEIGHT  -        218.804 (meters)      717.86  (feet) COMP
 ME0125  MODELED GRAVITY -    980,225.3   (mgal)                       NAVD 88
 ME0125
 ME0125  VERT ORDER      -  SECOND    CLASS 0
 ME0125
 ME0125.The horizontal coordinates were scaled from a map and have
 ME0125.an estimated accuracy of +/- 6 seconds.
 ME0125
 ME0125.The orthometric height was determined by differential leveling and
 ME0125.adjusted by the NATIONAL GEODETIC SURVEY
 ME0125.in June 1991.
 ME0125
 ME0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0125.GEOID18 height accuracy estimate available here.
 ME0125
 ME0125.Click photographs - Photos may exist for this station.
 ME0125
 ME0125.The dynamic height is computed by dividing the NAVD 88
 ME0125.geopotential number by the normal gravity value computed on the
 ME0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0125.degrees latitude (g = 980.6199 gals.).
 ME0125
 ME0125.The modeled gravity was interpolated from observed gravity values.
 ME0125
 ME0125;                    North         East    Units  Estimated Accuracy
 ME0125;SPC IN E     -   707,190.       41,750.      MT  (+/- 180 meters Scaled)
 ME0125
 ME0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM528073(NAD 83)
 ME0125
 ME0125                          SUPERSEDED SURVEY CONTROL
 ME0125
 ME0125  NGVD 29 (??/??/92)  219.004  (m)          718.52   (f) ADJ UNCH    2 0
 ME0125
 ME0125.Superseded values are not recommended for survey control.
 ME0125
 ME0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0125.See file dsdata.pdf to determine how the superseded data were derived.
 ME0125
 ME0125_MARKER: DD = SURVEY DISK
 ME0125_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0125_STAMPING: 132
 ME0125_MARK LOGO: CGS+SS
 ME0125_PROJECTION: PROJECTING 13 CENTIMETERS
 ME0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0125
 ME0125  HISTORY     - Date     Condition        Report By
 ME0125  HISTORY     - 1934     MONUMENTED       INGS
 ME0125  HISTORY     - 1934     GOOD             CGS
 ME0125  HISTORY     - 20220105 MARK NOT FOUND   INDOT
 ME0125  HISTORY     - 20231226 MARK NOT FOUND   LFA
 ME0125
 ME0125                          STATION DESCRIPTION
 ME0125
 ME0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0125'7 MI SW FROM SOUTH BEND.
 ME0125'7 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0125'STATION AT SOUTH BEND, ST. JOSEPH COUNTY, AT THE STEENBURG
 ME0125'FARMS (IN 1934), 75 FEET NORTHEAST OF A TWO-STORY STORAGE HOUSE
 ME0125'PAINTED YELLOW, IN THE WEST ANGLE OF A DIRT-ROAD CROSSING, 24
 ME0125'FEET NORTHWEST OF THE NORTHWEST RAIL, 19.5 FEET SOUTHWEST OF THE
 ME0125'CENTERLINE OF THE DIRT ROAD, AND 9 FEET NORTH OF A POLE.  A
 ME0125'STATE SURVEY STANDARD DISK, STAMPED 132 AND SET IN THE TOP OF A
 ME0125'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 ME0125
 ME0125                          STATION RECOVERY (2022)
 ME0125
 ME0125'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0125'MARK NOT FOUND.
 ME0125
 ME0125                          STATION RECOVERY (2023)
 ME0125
 ME0125'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 ME0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1536 ***********************************************************************
 LA1536  DESIGNATION -  132 GG 25
 LA1536  PID         -  LA1536
 LA1536  STATE/COUNTY-  IN/HENRY
 LA1536  COUNTRY     -  US
 LA1536  USGS QUAD   -  MIDDLETOWN (2019)
 LA1536
 LA1536                         *CURRENT SURVEY CONTROL
 LA1536  ______________________________________________________________________
 LA1536* NAD 83(1997) POSITION- 40 00 17.82350(N) 085 31 08.04487(W)   ADJUSTED
 LA1536* NAVD 88 ORTHO HEIGHT -   310.703 (meters)     1019.36  (feet) ADJUSTED
 LA1536  ______________________________________________________________________
 LA1536  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 LA1536  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 LA1536  DYNAMIC HEIGHT  -        310.532 (meters)     1018.80  (feet) COMP
 LA1536  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 LA1536
 LA1536  HORZ ORDER      -  SECOND
 LA1536  VERT ORDER      -  SECOND    CLASS 0
 LA1536
 LA1536.The horizontal coordinates were established by classical geodetic methods
 LA1536.and adjusted by the National Geodetic Survey in May 1999.
 LA1536
 LA1536.The orthometric height was determined by differential leveling and
 LA1536.adjusted by the NATIONAL GEODETIC SURVEY
 LA1536.in June 1991.
 LA1536
 LA1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1536.GEOID18 height accuracy estimate available here.
 LA1536
 LA1536.Click photographs - Photos may exist for this station.
 LA1536
 LA1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1536
 LA1536.The dynamic height is computed by dividing the NAVD 88
 LA1536.geopotential number by the normal gravity value computed on the
 LA1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1536.degrees latitude (g = 980.6199 gals.).
 LA1536
 LA1536.The modeled gravity was interpolated from observed gravity values.
 LA1536
 LA1536. The following values were computed from the NAD 83(1997) position.
 LA1536
 LA1536;                    North         East     Units Scale Factor Converg.
 LA1536;SPC IN E     -   528,077.807   112,616.921   MT  0.99996863   +0 05 42.0
 LA1536;SPC IN E     - 1,732,535.27    369,477.35   sFT  0.99996863   +0 05 42.0
 LA1536;UTM  16      - 4,429,357.263   626,419.478   MT  0.99979675   +0 57 08.1
 LA1536
 LA1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1536!SPC IN E     -   0.99995658  x   0.99996863  =   0.99992521
 LA1536!UTM  16      -   0.99995658  x   0.99979675  =   0.99975334
 LA1536
 LA1536:                Primary Azimuth Mark                     Grid Az
 LA1536:SPC IN E     -  NO 131 FF 25                             268 05 58.7
 LA1536:UTM  16      -  NO 131 FF 25                             267 14 32.6
 LA1536
 LA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2641929357(NAD 83)
 LA1536
 LA1536|---------------------------------------------------------------------|
 LA1536| PID    Reference Object                     Distance      Geod. Az  |
 LA1536|                                                           dddmmss.s |
 LA1536| LA2130 NO 131 FF 25                        APPROX. 0.7 KM 2681140.7 |
 LA1536| LA1537 FADELY                               87.137 METERS 34947     |
 LA1536|---------------------------------------------------------------------|
 LA1536
 LA1536                          SUPERSEDED SURVEY CONTROL
 LA1536
 LA1536  NAD 83(1995)-  40 00 17.82485(N)    085 31 08.05564(W) AD(       ) 2
 LA1536  NAD 83(1986)-  40 00 17.82579(N)    085 31 08.06001(W) AD(       ) 2
 LA1536  NAD 27      -  40 00 17.66000(N)    085 31 08.14700(W) AD(       ) 2
 LA1536  NGVD 29 (??/??/92)  310.832  (m)         1019.79   (f) ADJ UNCH    2 0
 LA1536
 LA1536.Superseded values are not recommended for survey control.
 LA1536
 LA1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1536.See file dsdata.pdf to determine how the superseded data were derived.
 LA1536
 LA1536_MARKER: DD = SURVEY DISK
 LA1536_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1536_STAMPING: 132 GG 25
 LA1536_MARK LOGO: CGS+SS
 LA1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1536
 LA1536  HISTORY     - Date     Condition        Report By
 LA1536  HISTORY     - 1934     MONUMENTED       INGS
 LA1536  HISTORY     - 1935     GOOD             INGS
 LA1536  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LA1536  HISTORY     - 1939     GOOD             CGS
 LA1536  HISTORY     - 1947     GOOD             CGS
 LA1536
 LA1536                          STATION DESCRIPTION
 LA1536
 LA1536'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LA1536'TWO AND ONE TENTH MILES EAST OF THE ROAD INTERSECTION AT
 LA1536'MECHANICSBURG, ON THE NORTH SIDE OF U.S. HIGHWAY 36 AND ON THE EAST
 LA1536'SIDE OF THE NORTH-SOUTH ROAD THAT INTERSECTS THE HIGHWAY.  THE STATION
 LA1536'IS JUST NORTH OF THE EXTENSION OF THE NORTH SIDE OF A BUILDING AT THE
 LA1536'NORTHWEST CORNER OF THE ROAD INTERSECTION.
 LA1536
 LA1536                          STATION RECOVERY (1935)
 LA1536
 LA1536'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1935 (JSB)
 LA1536'THE STATION MARK, WHICH CONSISTS OF A 6- BY 6-INCH CONCRETE POST WITH
 LA1536'A STATE SURVEYS STANDARD DISK IN ITS TOP CENTER AND PROJECTING 4
 LA1536'INCHES ABOVE GROUND, WAS RECOVERED.  IT IS ABOUT 2.0 MILES BY ROAD
 LA1536'EAST OF MECHANICSBURG, ON NORTH SIDE OF U.S.  HIGHWAY 36, IN THE
 LA1536'NORTHEAST ANGLE OF THE INTERSECTION OF A GRAVEL ROAD CROSSING U.S.
 LA1536'HIGHWAY 36, 32 PACES NORTH OF CENTER LINE OF THE HIGHWAY, 6 PACES EAST
 LA1536'OF CENTER LINE OF GRAVEL ROAD, 2 FEET EAST OF WOVEN-WIRE FENCE ON EAST
 LA1536'SIDE OF GRAVEL ROAD, AND INSIDE THE CULTIVATED FIELD.
 LA1536'
 LA1536'TO REACH FROM MECHANICSBURG, GO EAST ON U.S. HIGHWAY 36 FOR 2.0 MILES
 LA1536'TO A GRAVEL CROSS ROAD AND STATION SITE IN NORTHEAST ANGLE OF
 LA1536'INTERSECTION.
 LA1536'
 LA1536'NOTE 1- THIS STATION IS 97 PACES BEARING 167 DEG MAGNETIC FROM POINT
 LA1536'SELECTED FOR TRIANGULATION STATION FADELY.  (SEE DESCRIPTION OF
 LA1536'STATION FADELY.)
 LA1536'
 LA1536'NOTE 2- THE LOCATION OF THIS STATION CHECKS WITH THE DESCRIPTION OF
 LA1536'NO. 132 (GG 25) BUT THE DISK IS NOT STAMPED.  THIS IS PROBABLY STATION
 LA1536'NO. 132 (GG 25)
 LA1536
 LA1536                          STATION RECOVERY (1939)
 LA1536
 LA1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA1536'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION, ABOUT 4-1/2
 LA1536'MILES WEST OF SULPHUR SPRINGS AND ABOUT 2 MILES EAST OF MECHANICSBURG,
 LA1536'AT THE WEST EDGE OF A CULTIVATED FIELD, 2 FEET EAST OF A WIRE FENCE
 LA1536'LINE, 19 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 55 FEET NORTH
 LA1536'OF A FENCE CORNER AND 92 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 LA1536'36.
 LA1536'
 LA1536'MARK IS SET IN A 6- BY 6-INCH CONCRETE BLOCK FLUSH WITH THE GROUND,
 LA1536'STAMPED U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION.
 LA1536'THERE IS NO NUMBER STAMPED ON THE MARK BUT IT IS ASSUMED TO BE B.M.
 LA1536'NO. 132 ACCORDING TO DESCRIPTION OF B.M.  NO. 132.
 LA1536'
 LA1536'TO REACH FROM SULPHUR SPRINGS, GO WEST ON U.S. HIGHWAY 36 FOR 4.15
 LA1536'MILES TO GRAVEL CROSS ROAD, TURN RIGHT ON GRAVEL ROAD, AND CONTINUE
 LA1536'FOR ABOUT 92 FEET TO STATION ON THE RIGHT.
 LA1536'
 LA1536'DISTANCE TO TRIANGULATION STATION FADELY IS 87.093 METERS.  IT IS
 LA1536'SOUTH-SOUTHWEST OF STATION FADELY.
 LA1536
 LA1536                          STATION RECOVERY (1939)
 LA1536
 LA1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (OSR)
 LA1536'THIS MARK WAS RECOVERED AS DESCRIBED BY A.P. RATTI AND FOUND IN GOOD
 LA1536'CONDITION.  IT IS 2.0 MILES EAST OF MECHANICSBURG.  DESCRIPTION BY
 LA1536'A.P. RATTI, 1939, IS ADEQUATE.
 LA1536
 LA1536                          STATION RECOVERY (1947)
 LA1536
 LA1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1536'4 MI SE FROM MIDDLETOWN.
 LA1536'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1536'OFFICE AT MIDDLETOWN, THENCE ABOUT 0.5 MILE EAST ALONG U.S.
 LA1536'HIGHWAY 36, AT A CROSS ROAD, 92 FEET NORTH OF THE CENTER LINE
 LA1536'OF THE HIGHWAY, 19.5 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA1536'ROAD, 54.5 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE
 LA1536'LINE, INSIDE A CULTIVATED FIELD, ABOUT 1 FOOT ABOVE THE ROAD
 LA1536'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LA1536'NOTE-- MARK IS ABOUT 2.05 MILES EAST ALONG U.S. HIGHWAY 36
 LA1536'FROM THE MAIN CROSSROADS AT MECHANICSBURG, HENRY COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1600 ***********************************************************************
 LB1600  DESIGNATION -  132.883
 LB1600  PID         -  LB1600
 LB1600  STATE/COUNTY-  IN/WARREN
 LB1600  COUNTRY     -  US
 LB1600  USGS QUAD   -  TAB (2019)
 LB1600
 LB1600                         *CURRENT SURVEY CONTROL
 LB1600  ______________________________________________________________________
 LB1600* NAD 83(1986) POSITION- 40 22 59.     (N) 087 28 34.     (W)   SCALED
 LB1600* NAVD 88 ORTHO HEIGHT -   214.852 (meters)      704.89  (feet) ADJUSTED
 LB1600  ______________________________________________________________________
 LB1600  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 LB1600  DYNAMIC HEIGHT  -        214.745 (meters)      704.54  (feet) COMP
 LB1600  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 LB1600
 LB1600  VERT ORDER      -  FIRST     CLASS II
 LB1600
 LB1600.The horizontal coordinates were scaled from a map and have
 LB1600.an estimated accuracy of +/- 6 seconds.
 LB1600
 LB1600.The orthometric height was determined by differential leveling and
 LB1600.adjusted by the NATIONAL GEODETIC SURVEY
 LB1600.in June 1991.
 LB1600
 LB1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1600.GEOID18 height accuracy estimate available here.
 LB1600
 LB1600.Click photographs - Photos may exist for this station.
 LB1600
 LB1600.The dynamic height is computed by dividing the NAVD 88
 LB1600.geopotential number by the normal gravity value computed on the
 LB1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1600.degrees latitude (g = 980.6199 gals.).
 LB1600
 LB1600.The modeled gravity was interpolated from observed gravity values.
 LB1600
 LB1600;                    North         East    Units  Estimated Accuracy
 LB1600;SPC IN W     -   570,120.      866,650.      MT  (+/- 180 meters Scaled)
 LB1600
 LB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595703(NAD 83)
 LB1600
 LB1600                          SUPERSEDED SURVEY CONTROL
 LB1600
 LB1600  NGVD 29 (??/??/92)  214.894  (m)          705.03   (f) ADJ UNCH    1 2
 LB1600
 LB1600.Superseded values are not recommended for survey control.
 LB1600
 LB1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1600.See file dsdata.pdf to determine how the superseded data were derived.
 LB1600
 LB1600_MARKER: X = CHISELED CROSS
 LB1600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1600_SP_SET: BRIDGE PARAPET
 LB1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1600
 LB1600  HISTORY     - Date     Condition        Report By
 LB1600  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1600  HISTORY     - 1934     GOOD             CGS
 LB1600
 LB1600                          STATION DESCRIPTION
 LB1600
 LB1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1600'1.6 MI N FROM STEWART.
 LB1600'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1600'STATION AT STEWART, WARREN COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST
 LB1600'108, AT BRIDGE 107.73, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 LB1600'NORTH PARAPET, 7 FEET WEST OF THE WEST RAIL, AND 2.5 FEET LOWER
 LB1600'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0778 ***********************************************************************
 LB0778  DESIGNATION -  133
 LB0778  PID         -  LB0778
 LB0778  STATE/COUNTY-  IN/TIPPECANOE
 LB0778  COUNTRY     -  US
 LB0778  USGS QUAD   -  ROMNEY (2019)
 LB0778
 LB0778                         *CURRENT SURVEY CONTROL
 LB0778  ______________________________________________________________________
 LB0778* NAD 83(1997) POSITION- 40 21 34.16634(N) 086 58 16.41353(W)   ADJUSTED
 LB0778* NAVD 88 ORTHO HEIGHT -   191.210 (meters)      627.33  (feet) ADJUSTED
 LB0778  ______________________________________________________________________
 LB0778  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 LB0778  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 LB0778  DYNAMIC HEIGHT  -        191.117 (meters)      627.02  (feet) COMP
 LB0778  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LB0778
 LB0778  HORZ ORDER      -  THIRD
 LB0778  VERT ORDER      -  SECOND    CLASS 0
 LB0778
 LB0778.The horizontal coordinates were established by classical geodetic methods
 LB0778.and adjusted by the National Geodetic Survey in May 1999.
 LB0778
 LB0778.The orthometric height was determined by differential leveling and
 LB0778.adjusted by the NATIONAL GEODETIC SURVEY
 LB0778.in June 1991.
 LB0778
 LB0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0778.GEOID18 height accuracy estimate available here.
 LB0778
 LB0778.Click photographs - Photos may exist for this station.
 LB0778
 LB0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0778
 LB0778.The dynamic height is computed by dividing the NAVD 88
 LB0778.geopotential number by the normal gravity value computed on the
 LB0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0778.degrees latitude (g = 980.6199 gals.).
 LB0778
 LB0778.The modeled gravity was interpolated from observed gravity values.
 LB0778
 LB0778. The following values were computed from the NAD 83(1997) position.
 LB0778
 LB0778;                    North         East     Units Scale Factor Converg.
 LB0778;SPC IN W     -   567,439.494   909,522.571   MT  0.99996778   +0 04 21.4
 LB0778;SPC IN W     - 1,861,674.41  2,983,991.97   sFT  0.99996778   +0 04 21.4
 LB0778;UTM  16      - 4,467,658.804   502,443.213   MT  0.99960007   +0 01 07.1
 LB0778
 LB0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0778!SPC IN W     -   0.99997527  x   0.99996778  =   0.99994305
 LB0778!UTM  16      -   0.99997527  x   0.99960007  =   0.99957535
 LB0778
 LB0778:                Primary Azimuth Mark                     Grid Az
 LB0778:SPC IN W     -  132                                      268 57 03.4
 LB0778:UTM  16      -  132                                      269 00 17.7
 LB0778
 LB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0244367658(NAD 83)
 LB0778
 LB0778|---------------------------------------------------------------------|
 LB0778| PID    Reference Object                     Distance      Geod. Az  |
 LB0778|                                                           dddmmss.s |
 LB0778| CC9052 133 RM 1                             21.855 METERS 04322     |
 LB0778| LB0779 132                                                2690124.8 |
 LB0778|---------------------------------------------------------------------|
 LB0778
 LB0778                          SUPERSEDED SURVEY CONTROL
 LB0778
 LB0778  NAD 83(1986)-  40 21 34.17372(N)    086 58 16.42538(W) AD(       ) 3
 LB0778  NAD 27      -  40 21 34.03630(N)    086 58 16.37360(W) AD(       ) 3
 LB0778  NGVD 29 (??/??/92)  191.296  (m)          627.61   (f) ADJ UNCH    2 0
 LB0778  NGVD 29             191.30   (m)          627.6    (f) LEVELING    3  
 LB0778
 LB0778.Superseded values are not recommended for survey control.
 LB0778
 LB0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0778.See file dsdata.pdf to determine how the superseded data were derived.
 LB0778
 LB0778_MARKER: DD = SURVEY DISK
 LB0778_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0778_STAMPING: 133
 LB0778_MARK LOGO: CGS+SS
 LB0778_PROJECTION: FLUSH
 LB0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0778
 LB0778  HISTORY     - Date     Condition        Report By
 LB0778  HISTORY     - 1934     MONUMENTED       INGS
 LB0778  HISTORY     - 1946     GOOD             CGS
 LB0778  HISTORY     - 1966     GOOD             CGS
 LB0778  HISTORY     - 1966     GOOD             CGS
 LB0778
 LB0778                          STATION DESCRIPTION
 LB0778
 LB0778'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LB0778'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF LA FAYETTE ON THE
 LB0778'SOUTH SIDE OF STATE HIGHWAY NO. 25.  IT IS 65 FEET SOUTH OF THE
 LB0778'CENTER OF HIGHWAY, 34 FEET SOUTHWEST OF A TELEPHONE POLE, 33 FEET
 LB0778'SOUTH OF A FENCELINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 LB0778'THE MARK IS A 4X4 INCH CONCRETE POST SET FLUSH WITH THE GROUND
 LB0778'WITH A STANDARD USC AND GS AND SS BM DISK STAMPED NO 133.
 LB0778'
 LB0778'REFERENCE MARK NO. 1 IS 71.70 FEET NORTHEAST OF THE STATION.  IT IS
 LB0778'23 FEET SOUTH OF THE CENTER OF HIGHWAY, 21 FEET EAST OF A TELEPHONE
 LB0778'POLE AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES
 LB0778'AND THE DISK IS STAMPED NO 133 NO 1 1948.
 LB0778'
 LB0778'REFERENCE MARK NO. 2 IS 70.15 FEET SOUTHWEST OF THE STATION.  IT
 LB0778'IS 57 FEET SOUTH OF THE CENTER OF HIGHWAY, 24 FEET SOUTH OF A
 LB0778'TELEPHONE POLE AND 3 FEET NORTHEAST OF A FENCE CORNER.
 LB0778'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NO 133 NO 2
 LB0778'1948.
 LB0778'
 LB0778'NO 132 WAS USED AS THE AZIMUTH MARK AND IS 0.7 MILE WEST OF THE
 LB0778'STATION.  IT IS 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LB0778'HOUSE, 50 FEET NORTHWEST OF A TELEPHONE POLE, 33 FEET SOUTH OF THE
 LB0778'CENTER OF STATE HIGHWAY NO. 25, 3 FEET NORTH OF A FENCELINE AND 2
 LB0778'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A 4X4 INCH
 LB0778'CONCRETE POST FLUSH WITH THE GROUND WITH A STANDARD USC AND GS AND
 LB0778'SS BM DISK STAMPED NO 132.
 LB0778'
 LB0778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 25 AND
 LB0778'NO. 43 WHICH IS 2 MILES SOUTHWEST OF LA FAYETTE GO
 LB0778'SOUTHWEST ON STATE HIGHWAY NO. 25 FOR 4.2 MILES TO THE STATION
 LB0778'ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.7 MILE TO STATION
 LB0778'NO. 132, ON THE LEFT, WHICH WAS USED AS THE AZIMUTH MARK.
 LB0778'
 LB0778'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LB0778
 LB0778                          STATION RECOVERY (1946)
 LB0778
 LB0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0778'1.6 MI SW FROM SHADELAND.
 LB0778'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE
 LB0778'PLAINS GRANGE BUILDING AT SHADELAND, IN THE CENTER OF A CURVE
 LB0778'IN THE HIGHWAY WITH TANGENTS EXTENDING NORTHEAST AND WEST,
 LB0778'120 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 LB0778'OF A TWO STORY WHITE HOUSE, 108 FEET EAST OF THE SOUTHEAST
 LB0778'END OF AN 18 INCH CONCRETE CULVERT, 65 FEET SOUTHEAST OF THE
 LB0778'CENTERLINE OF THE HIGHWAY, 16 FEET NORTHWEST OF A 12 INCH ASH
 LB0778'TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 LB0778'ABOUT 3 FEET ABOVE THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 LB0778'STAMPED 133 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LB0778'THE GROUND.
 LB0778
 LB0778                          STATION RECOVERY (1966)
 LB0778
 LB0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB0778'133 RECOVERED IN GOOD CONDITION.  (IND. GEOD. S).
 LB0778'NO 133 NO. 1 1948 RECOVERED IN GOOD CONDITION.  (USC AND GS).
 LB0778'NO 133 NO. 2 1948 RECOVERED IN GOOD CONDITION.  (USC AND GS).
 LB0778'AZ MK 132 (I. G. S.) RECOVERED IN GOOD CONDITION.
 LB0778'
 LB0778'IN STA DESCRIPTION, DELETE REFERENCE TO WITNESS POST.
 LB0778'IN R. M. NO. 1 PORTION, DELETE REFERENCE TO FENCE LINE.
 LB0778'DESCRIPTION OTHERWISE CORRECT.
 LB0778
 LB0778                          STATION RECOVERY (1966)
 LB0778
 LB0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1535 ***********************************************************************
 LA1535  DESIGNATION -  133 HH 25 RESET
 LA1535  PID         -  LA1535
 LA1535  STATE/COUNTY-  IN/HENRY
 LA1535  COUNTRY     -  US
 LA1535  USGS QUAD   -  MIDDLETOWN (2019)
 LA1535
 LA1535                         *CURRENT SURVEY CONTROL
 LA1535  ______________________________________________________________________
 LA1535* NAD 83(1986) POSITION- 40 00 16.     (N) 085 30 23.     (W)   SCALED
 LA1535* NAVD 88 ORTHO HEIGHT -   314.14  (meters)     1030.6   (feet) RESET
 LA1535  ______________________________________________________________________
 LA1535  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 LA1535  VERT ORDER      -  THIRD
 LA1535
 LA1535.The horizontal coordinates were scaled from a map and have
 LA1535.an estimated accuracy of +/- 6 seconds.
 LA1535
 LA1535.The orthometric height was computed from unverified reset data.
 LA1535
 LA1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1535.GEOID18 height accuracy estimate available here.
 LA1535
 LA1535.Click photographs - Photos may exist for this station.
 LA1535
 LA1535;                    North         East    Units  Estimated Accuracy
 LA1535;SPC IN E     -   528,020.      113,690.      MT  (+/- 180 meters Scaled)
 LA1535
 LA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK274293(NAD 83)
 LA1535
 LA1535                          SUPERSEDED SURVEY CONTROL
 LA1535
 LA1535  NGVD 29 (??/??/??)  314.27   (m)         1031.1    (f) RESET       3  
 LA1535
 LA1535.Superseded values are not recommended for survey control.
 LA1535
 LA1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1535.See file dsdata.pdf to determine how the superseded data were derived.
 LA1535
 LA1535_MARKER: DD = SURVEY DISK
 LA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1535_STAMPING: 133 HH 25 IGS RESET 1961
 LA1535_MARK LOGO: CGS+SS
 LA1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1535+STABILITY: SURFACE MOTION
 LA1535
 LA1535  HISTORY     - Date     Condition        Report By
 LA1535  HISTORY     - 1961     MONUMENTED       CGS
 LA1535
 LA1535                          STATION DESCRIPTION
 LA1535
 LA1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1535'4.8 MI S FROM MIDDLETOWN.
 LA1535'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1535'OFFICE AT MIDDLETOWN, THENCE ABOUT 1.25 MILES EAST ALONG U.S.
 LA1535'HIGHWAY 36, ABOUT 0.6 MILE WEST OF A CROSS ROAD, ABOUT 0.15 MILE
 LA1535'EAST OF A 12-FOOT CONCRETE BRIDGE, IN THE NORTHEAST PART OF THE
 LA1535'FRONT YARD OF A FARM HOUSE, 45 FEET SOUTH OF THE CENTERLINE OF
 LA1535'THE HIGHWAY, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA1535'FARM HOUSE, 18 FEET WEST OF THE CENTERLINE OF THE DRIVE TO A
 LA1535'FARM, 29 FEET EAST OF THE EAST EDGE OF A SIDEWALK LEADING TO
 LA1535'THE FARM HOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1535'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1598 ***********************************************************************
 LB1598  DESIGNATION -  133.475
 LB1598  PID         -  LB1598
 LB1598  STATE/COUNTY-  IN/WARREN
 LB1598  COUNTRY     -  US
 LB1598  USGS QUAD   -  WEST LEBANON (2019)
 LB1598
 LB1598                         *CURRENT SURVEY CONTROL
 LB1598  ______________________________________________________________________
 LB1598* NAD 83(1986) POSITION- 40 22 19.     (N) 087 28 34.     (W)   SCALED
 LB1598* NAVD 88 ORTHO HEIGHT -   215.021 (meters)      705.45  (feet) ADJUSTED
 LB1598  ______________________________________________________________________
 LB1598  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 LB1598  DYNAMIC HEIGHT  -        214.914 (meters)      705.10  (feet) COMP
 LB1598  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LB1598
 LB1598  VERT ORDER      -  FIRST     CLASS II
 LB1598
 LB1598.The horizontal coordinates were scaled from a map and have
 LB1598.an estimated accuracy of +/- 6 seconds.
 LB1598
 LB1598.The orthometric height was determined by differential leveling and
 LB1598.adjusted by the NATIONAL GEODETIC SURVEY
 LB1598.in June 1991.
 LB1598
 LB1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1598.GEOID18 height accuracy estimate available here.
 LB1598
 LB1598.Click photographs - Photos may exist for this station.
 LB1598
 LB1598.The dynamic height is computed by dividing the NAVD 88
 LB1598.geopotential number by the normal gravity value computed on the
 LB1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1598.degrees latitude (g = 980.6199 gals.).
 LB1598
 LB1598.The modeled gravity was interpolated from observed gravity values.
 LB1598
 LB1598;                    North         East    Units  Estimated Accuracy
 LB1598;SPC IN W     -   568,890.      866,640.      MT  (+/- 180 meters Scaled)
 LB1598
 LB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595691(NAD 83)
 LB1598
 LB1598                          SUPERSEDED SURVEY CONTROL
 LB1598
 LB1598  NGVD 29 (??/??/92)  215.062  (m)          705.58   (f) ADJ UNCH    1 2
 LB1598
 LB1598.Superseded values are not recommended for survey control.
 LB1598
 LB1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1598.See file dsdata.pdf to determine how the superseded data were derived.
 LB1598
 LB1598_MARKER: X = CHISELED CROSS
 LB1598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1598_SP_SET: BRIDGE PARAPET
 LB1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1598
 LB1598  HISTORY     - Date     Condition        Report By
 LB1598  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1598  HISTORY     - 1946     GOOD             CGS
 LB1598
 LB1598                          STATION DESCRIPTION
 LB1598
 LB1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1598'0.8 MI N FROM STEWART.
 LB1598'0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1598'STATION AT STEWART, WARREN COUNTY, 0.5 MILE NORTH OF MILEPOST
 LB1598'109, AT BRIDGE 108.50, ON THE TOP OF THE SOUTHWEST CORNER
 LB1598'OF THE NORTH PARAPET, 7 FEET WEST OF THE WEST RAIL OF THE
 LB1598'MAIN TRACK, 2.5 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0903 ***********************************************************************
 MD0903  DESIGNATION -  134 M 936
 MD0903  PID         -  MD0903
 MD0903  STATE/COUNTY-  IN/WHITLEY
 MD0903  COUNTRY     -  US
 MD0903  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0903
 MD0903                         *CURRENT SURVEY CONTROL
 MD0903  ______________________________________________________________________
 MD0903* NAD 83(1986) POSITION- 41 14 59.77   (N) 085 27 45.63   (W)   HD_HELD1
 MD0903* NAVD 88 ORTHO HEIGHT -   285.250 (meters)      935.86  (feet) ADJUSTED
 MD0903  ______________________________________________________________________
 MD0903  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 MD0903  DYNAMIC HEIGHT  -        285.139 (meters)      935.49  (feet) COMP
 MD0903  MODELED GRAVITY -    980,226.5   (mgal)                       NAVD 88
 MD0903
 MD0903  VERT ORDER      -  SECOND    CLASS 0
 MD0903
 MD0903.The horizontal coordinates were determined by differentially corrected
 MD0903.hand held GPS observations or other comparable positioning techniques
 MD0903.and have an estimated accuracy of +/- 3 meters.
 MD0903
 MD0903.The orthometric height was determined by differential leveling and
 MD0903.adjusted by the NATIONAL GEODETIC SURVEY
 MD0903.in June 1991.
 MD0903
 MD0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0903.GEOID18 height accuracy estimate available here.
 MD0903
 MD0903.Click photographs - Photos may exist for this station.
 MD0903
 MD0903.The dynamic height is computed by dividing the NAVD 88
 MD0903.geopotential number by the normal gravity value computed on the
 MD0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0903.degrees latitude (g = 980.6199 gals.).
 MD0903
 MD0903.The modeled gravity was interpolated from observed gravity values.
 MD0903
 MD0903;                    North         East    Units  Estimated Accuracy
 MD0903;SPC IN E     -   666,334.3     117,097.3     MT  (+/- 3 meters HH1 GPS) 
 MD0903
 MD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2880367642(NAD 83)
 MD0903
 MD0903                          SUPERSEDED SURVEY CONTROL
 MD0903
 MD0903  NGVD 29 (??/??/92)  285.404  (m)          936.36   (f) ADJ UNCH    2 0
 MD0903
 MD0903.Superseded values are not recommended for survey control.
 MD0903
 MD0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0903.See file dsdata.pdf to determine how the superseded data were derived.
 MD0903
 MD0903_MARKER: DB = BENCH MARK DISK
 MD0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0903_STAMPING: 134 M 936 1945
 MD0903_MARK LOGO: USGS
 MD0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0903+STABILITY: SURFACE MOTION
 MD0903
 MD0903  HISTORY     - Date     Condition        Report By
 MD0903  HISTORY     - 1945     MONUMENTED       USGS
 MD0903  HISTORY     - 1962     GOOD             CGS
 MD0903
 MD0903                          STATION DESCRIPTION
 MD0903
 MD0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0903'3.2 MI SW FROM MERRIAM.
 MD0903'ABOUT 3.2 MILES SOUTHWESTERLY ALONG NO. 9 INDIANA HWY. FROM ITS
 MD0903'INTERSECTION WITH NO. 33 U.S. HIGHWAY AT MERRIAM, 32 FEET S OF
 MD0903'CENTER LINE OF BEAR ROAD THAT EXTENDS E, 31 FEET E OF CENTER
 MD0903'LINE OF HWY., 2.3 FEET HIGHER THAN SAME, 12.3 FEET SW OF CENTER OF
 MD0903'A TRANSFORMER POWER POLE, AND PROJECTING 0.9 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0776 ***********************************************************************
 LB0776  DESIGNATION -  135
 LB0776  PID         -  LB0776
 LB0776  STATE/COUNTY-  IN/TIPPECANOE
 LB0776  COUNTRY     -  US
 LB0776  USGS QUAD   -  ROMNEY (2019)
 LB0776
 LB0776                         *CURRENT SURVEY CONTROL
 LB0776  ______________________________________________________________________
 LB0776* NAD 83(1986) POSITION- 40 22 29.     (N) 086 56 44.     (W)   SCALED
 LB0776* NAVD 88 ORTHO HEIGHT -   190.081 (meters)      623.62  (feet) ADJUSTED
 LB0776  ______________________________________________________________________
 LB0776  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 LB0776  DYNAMIC HEIGHT  -        189.988 (meters)      623.32  (feet) COMP
 LB0776  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 LB0776
 LB0776  VERT ORDER      -  SECOND    CLASS 0
 LB0776
 LB0776.The horizontal coordinates were scaled from a map and have
 LB0776.an estimated accuracy of +/- 6 seconds.
 LB0776
 LB0776.The orthometric height was determined by differential leveling and
 LB0776.adjusted by the NATIONAL GEODETIC SURVEY
 LB0776.in June 1991.
 LB0776
 LB0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0776.GEOID18 height accuracy estimate available here.
 LB0776
 LB0776.Click photographs - Photos may exist for this station.
 LB0776
 LB0776.The dynamic height is computed by dividing the NAVD 88
 LB0776.geopotential number by the normal gravity value computed on the
 LB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0776.degrees latitude (g = 980.6199 gals.).
 LB0776
 LB0776.The modeled gravity was interpolated from observed gravity values.
 LB0776
 LB0776;                    North         East    Units  Estimated Accuracy
 LB0776;SPC IN W     -   569,130.      911,700.      MT  (+/- 180 meters Scaled)
 LB0776
 LB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK046693(NAD 83)
 LB0776
 LB0776                          SUPERSEDED SURVEY CONTROL
 LB0776
 LB0776  NGVD 29 (??/??/92)  190.168  (m)          623.91   (f) ADJ UNCH    2 0
 LB0776
 LB0776.Superseded values are not recommended for survey control.
 LB0776
 LB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0776.See file dsdata.pdf to determine how the superseded data were derived.
 LB0776
 LB0776_MARKER: DD = SURVEY DISK
 LB0776_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0776_STAMPING: 135
 LB0776_MARK LOGO: CGS+SS
 LB0776_PROJECTION: FLUSH
 LB0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0776
 LB0776  HISTORY     - Date     Condition        Report By
 LB0776  HISTORY     - 1934     MONUMENTED       INGS
 LB0776  HISTORY     - 1946     GOOD             CGS
 LB0776  HISTORY     - 1966     GOOD             CGS
 LB0776
 LB0776                          STATION DESCRIPTION
 LB0776
 LB0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0776'AT SHADELAND.
 LB0776'AT SHADELAND, ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 25
 LB0776'FROM THE PLAINS GRANGE BUILDING, 133 FEET NORTHEAST OF THE
 LB0776'CITY LIMIT SIGN, 47 FEET SOUTHWEST OF TELEPHONE POLE NO. 133,
 LB0776'33 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 LB0776'NORTHWEST OF THE NORTHWEST END OF THE CONCRETE HEAD WALL OF A
 LB0776'12 INCH CORRUGATED PIPE CULVERT, 7 FEET SOUTHWEST OF A PRIVATE
 LB0776'ROAD LEADING TO A FIELD, 2 FEET SOUTHEAST OF A FENCE CORNER,
 LB0776'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LB0776'LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 LB0776'135 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB0776
 LB0776                          STATION RECOVERY (1966)
 LB0776
 LB0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1255 ***********************************************************************
 LA1255  DESIGNATION -  135 JJ 25 RESET
 LA1255  PID         -  LA1255
 LA1255  STATE/COUNTY-  IN/HENRY
 LA1255  COUNTRY     -  US
 LA1255  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1255
 LA1255                         *CURRENT SURVEY CONTROL
 LA1255  ______________________________________________________________________
 LA1255* NAD 83(1986) POSITION- 40 00 16.     (N) 085 29 07.     (W)   SCALED
 LA1255* NAVD 88 ORTHO HEIGHT -   316.30  (meters)     1037.7   (feet) RESET
 LA1255  ______________________________________________________________________
 LA1255  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 LA1255  VERT ORDER      -  THIRD
 LA1255
 LA1255.The horizontal coordinates were scaled from a map and have
 LA1255.an estimated accuracy of +/- 6 seconds.
 LA1255
 LA1255.The orthometric height was computed from unverified reset data.
 LA1255
 LA1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1255.GEOID18 height accuracy estimate available here.
 LA1255
 LA1255.Click photographs - Photos may exist for this station.
 LA1255
 LA1255;                    North         East    Units  Estimated Accuracy
 LA1255;SPC IN E     -   528,030.      115,490.      MT  (+/- 180 meters Scaled)
 LA1255
 LA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK292293(NAD 83)
 LA1255
 LA1255                          SUPERSEDED SURVEY CONTROL
 LA1255
 LA1255  NGVD 29 (??/??/??)  316.43   (m)         1038.2    (f) RESET       3  
 LA1255
 LA1255.Superseded values are not recommended for survey control.
 LA1255
 LA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1255.See file dsdata.pdf to determine how the superseded data were derived.
 LA1255
 LA1255_MARKER: DD = SURVEY DISK
 LA1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1255_STAMPING: 135 JJ 25 IGS RESET 1961
 LA1255_MARK LOGO: CGS+SS
 LA1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1255+STABILITY: SURFACE MOTION
 LA1255
 LA1255  HISTORY     - Date     Condition        Report By
 LA1255  HISTORY     - 1961     MONUMENTED       CGS
 LA1255
 LA1255                          STATION DESCRIPTION
 LA1255
 LA1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1255'5.8 MI S FROM MIDDLETOWN.
 LA1255'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1255'OFFICE AT MIDDLETOWN, THENCE ABOUT 2.25 MILES EAST ALONG U.S.
 LA1255'HIGHWAY 36, AT THE T JUNCTION OF A ROAD LEADING NORTH TO HONEY
 LA1255'CREEK, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 94
 LA1255'FEET WEST AND ACROSS THE ROAD NORTH FROM THE SOUTHWEST CORNER
 LA1255'OF A WOODEN CHURCH BUILDING, 40 FEET WEST OF THE CENTERLINE
 LA1255'OF THE BLACK TOP ROAD NORTH, AND SET IN THE TOP OF A CONCRETE
 LA1255'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1590 ***********************************************************************
 LB1590  DESIGNATION -  135.801
 LB1590  PID         -  LB1590
 LB1590  STATE/COUNTY-  IN/WARREN
 LB1590  COUNTRY     -  US
 LB1590  USGS QUAD   -  WEST LEBANON (2019)
 LB1590
 LB1590                         *CURRENT SURVEY CONTROL
 LB1590  ______________________________________________________________________
 LB1590* NAD 83(1986) POSITION- 40 18 32.     (N) 087 28 35.     (W)   SCALED
 LB1590* NAVD 88 ORTHO HEIGHT -   215.760 (meters)      707.87  (feet) ADJUSTED
 LB1590  ______________________________________________________________________
 LB1590  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 LB1590  DYNAMIC HEIGHT  -        215.652 (meters)      707.52  (feet) COMP
 LB1590  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 LB1590
 LB1590  VERT ORDER      -  FIRST     CLASS II
 LB1590
 LB1590.The horizontal coordinates were scaled from a map and have
 LB1590.an estimated accuracy of +/- 6 seconds.
 LB1590
 LB1590.The orthometric height was determined by differential leveling and
 LB1590.adjusted by the NATIONAL GEODETIC SURVEY
 LB1590.in June 1991.
 LB1590
 LB1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1590.GEOID18 height accuracy estimate available here.
 LB1590
 LB1590.Click photographs - Photos may exist for this station.
 LB1590
 LB1590.The dynamic height is computed by dividing the NAVD 88
 LB1590.geopotential number by the normal gravity value computed on the
 LB1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1590.degrees latitude (g = 980.6199 gals.).
 LB1590
 LB1590.The modeled gravity was interpolated from observed gravity values.
 LB1590
 LB1590;                    North         East    Units  Estimated Accuracy
 LB1590;SPC IN W     -   561,890.      866,590.      MT  (+/- 180 meters Scaled)
 LB1590
 LB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595621(NAD 83)
 LB1590
 LB1590                          SUPERSEDED SURVEY CONTROL
 LB1590
 LB1590  NGVD 29 (??/??/92)  215.799  (m)          708.00   (f) ADJ UNCH    1 2
 LB1590
 LB1590.Superseded values are not recommended for survey control.
 LB1590
 LB1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1590.See file dsdata.pdf to determine how the superseded data were derived.
 LB1590
 LB1590_MARKER: X = CHISELED CROSS
 LB1590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1590_SP_SET: CULVERT
 LB1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1590
 LB1590  HISTORY     - Date     Condition        Report By
 LB1590  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1590  HISTORY     - 1934     GOOD             CGS
 LB1590
 LB1590                          STATION DESCRIPTION
 LB1590
 LB1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1590'0.5 MI N FROM SLOAN.
 LB1590'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1590'STATION AT SLOAN, WARREN COUNTY, 10 FEET SOUTHWEST OF SECTION
 LB1590'POST 4935, AT CULVERT 112.85, ON THE TOP OF THE NORTHWEST CORNER
 LB1590'OF THE WEST HEADWALL, 15 FEET WEST OF THE WEST RAIL, AND ABOUT
 LB1590'4 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1152 ***********************************************************************
 ME1152  DESIGNATION -  136.695
 ME1152  PID         -  ME1152
 ME1152  STATE/COUNTY-  IN/LAKE
 ME1152  COUNTRY     -  US
 ME1152  USGS QUAD   -  LOWELL (2019)
 ME1152
 ME1152                         *CURRENT SURVEY CONTROL
 ME1152  ______________________________________________________________________
 ME1152* NAD 83(1986) POSITION- 41 18 09.     (N) 087 27 18.     (W)   SCALED
 ME1152* NAVD 88 ORTHO HEIGHT -   216.012 (meters)      708.70  (feet) ADJUSTED
 ME1152  ______________________________________________________________________
 ME1152  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 ME1152  DYNAMIC HEIGHT  -        215.923 (meters)      708.41  (feet) COMP
 ME1152  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 ME1152
 ME1152  VERT ORDER      -  FIRST     CLASS II
 ME1152
 ME1152.The horizontal coordinates were scaled from a map and have
 ME1152.an estimated accuracy of +/- 6 seconds.
 ME1152
 ME1152.The orthometric height was determined by differential leveling and
 ME1152.adjusted by the NATIONAL GEODETIC SURVEY
 ME1152.in June 1991.
 ME1152
 ME1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1152.GEOID18 height accuracy estimate available here.
 ME1152
 ME1152.Click photographs - Photos may exist for this station.
 ME1152
 ME1152.The dynamic height is computed by dividing the NAVD 88
 ME1152.geopotential number by the normal gravity value computed on the
 ME1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1152.degrees latitude (g = 980.6199 gals.).
 ME1152
 ME1152.The modeled gravity was interpolated from observed gravity values.
 ME1152
 ME1152;                    North         East    Units  Estimated Accuracy
 ME1152;SPC IN W     -   672,220.      868,870.      MT  (+/- 180 meters Scaled)
 ME1152
 ME1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL619724(NAD 83)
 ME1152
 ME1152                          SUPERSEDED SURVEY CONTROL
 ME1152
 ME1152  NGVD 29 (??/??/92)  216.096  (m)          708.98   (f) ADJ UNCH    1 2
 ME1152
 ME1152.Superseded values are not recommended for survey control.
 ME1152
 ME1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1152.See file dsdata.pdf to determine how the superseded data were derived.
 ME1152
 ME1152_MARKER: X = CHISELED CROSS
 ME1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1152_SP_SET: CULVERT
 ME1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1152
 ME1152  HISTORY     - Date     Condition        Report By
 ME1152  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1152  HISTORY     - 1934     GOOD             CGS
 ME1152
 ME1152                          STATION DESCRIPTION
 ME1152
 ME1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1152'0.9 MI N FROM NORTH HAYDEN.
 ME1152'0.9 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1152'STATION AT NORTH HAYDEN, LAKE COUNTY, 0.1 MILE SOUTH OF MILEPOST
 ME1152'44, AT CULVERT 44.17, ON THE NORTHWEST CORNER OF THE WEST
 ME1152'PARAPET, 17.6 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 ME1152'TRACK, AND 4.5 FEET BELOW THE TOP OF THE RAIL.  A CHISELED
 ME1152'CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1591 ***********************************************************************
 LB1591  DESIGNATION -  137.992
 LB1591  PID         -  LB1591
 LB1591  STATE/COUNTY-  IN/WARREN
 LB1591  COUNTRY     -  US
 LB1591  USGS QUAD   -  WEST LEBANON (2019)
 LB1591
 LB1591                         *CURRENT SURVEY CONTROL
 LB1591  ______________________________________________________________________
 LB1591* NAD 83(1986) POSITION- 40 19 07.     (N) 087 28 34.     (W)   SCALED
 LB1591* NAVD 88 ORTHO HEIGHT -   216.442 (meters)      710.11  (feet) ADJUSTED
 LB1591  ______________________________________________________________________
 LB1591  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 LB1591  DYNAMIC HEIGHT  -        216.333 (meters)      709.75  (feet) COMP
 LB1591  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 LB1591
 LB1591  VERT ORDER      -  FIRST     CLASS II
 LB1591
 LB1591.The horizontal coordinates were scaled from a map and have
 LB1591.an estimated accuracy of +/- 6 seconds.
 LB1591
 LB1591.The orthometric height was determined by differential leveling and
 LB1591.adjusted by the NATIONAL GEODETIC SURVEY
 LB1591.in June 1991.
 LB1591
 LB1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1591.GEOID18 height accuracy estimate available here.
 LB1591
 LB1591.Click photographs - Photos may exist for this station.
 LB1591
 LB1591.The dynamic height is computed by dividing the NAVD 88
 LB1591.geopotential number by the normal gravity value computed on the
 LB1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1591.degrees latitude (g = 980.6199 gals.).
 LB1591
 LB1591.The modeled gravity was interpolated from observed gravity values.
 LB1591
 LB1591;                    North         East    Units  Estimated Accuracy
 LB1591;SPC IN W     -   562,970.      866,620.      MT  (+/- 180 meters Scaled)
 LB1591
 LB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595632(NAD 83)
 LB1591
 LB1591                          SUPERSEDED SURVEY CONTROL
 LB1591
 LB1591  NGVD 29 (??/??/92)  216.481  (m)          710.24   (f) ADJ UNCH    1 2
 LB1591
 LB1591.Superseded values are not recommended for survey control.
 LB1591
 LB1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1591.See file dsdata.pdf to determine how the superseded data were derived.
 LB1591
 LB1591_MARKER: X = CHISELED CROSS
 LB1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1591_SP_SET: CULVERT
 LB1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1591
 LB1591  HISTORY     - Date     Condition        Report By
 LB1591  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1591  HISTORY     - 1934     GOOD             CGS
 LB1591
 LB1591                          STATION DESCRIPTION
 LB1591
 LB1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1591'1.1 MI N FROM SLOAN.
 LB1591'1.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1591'STATION AT SLOAN, WARREN COUNTY, ABOUT 275 YARDS NORTH OF A
 LB1591'DIRT-ROAD CROSSING, 4 FEET NORTH OF SECTION POST 4900, AT
 LB1591'CULVERT 112.20, ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LB1591'HEADWALL, 11 FEET WEST OF THE WEST RAIL, AND 3.5 FEET LOWER
 LB1591'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0386 ***********************************************************************
 ME0386  DESIGNATION -  139
 ME0386  PID         -  ME0386
 ME0386  STATE/COUNTY-  IN/FULTON
 ME0386  COUNTRY     -  US
 ME0386  USGS QUAD   -  ROCHESTER (2019)
 ME0386
 ME0386                         *CURRENT SURVEY CONTROL
 ME0386  ______________________________________________________________________
 ME0386* NAD 83(1986) POSITION- 41 04 22.     (N) 086 12 57.     (W)   SCALED
 ME0386* NAVD 88 ORTHO HEIGHT -   235.286 (meters)      771.93  (feet) ADJUSTED
 ME0386  ______________________________________________________________________
 ME0386  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME0386  DYNAMIC HEIGHT  -        235.184 (meters)      771.60  (feet) COMP
 ME0386  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 ME0386
 ME0386  VERT ORDER      -  SECOND    CLASS 0
 ME0386
 ME0386.The horizontal coordinates were scaled from a map and have
 ME0386.an estimated accuracy of +/- 6 seconds.
 ME0386
 ME0386.The orthometric height was determined by differential leveling and
 ME0386.adjusted by the NATIONAL GEODETIC SURVEY
 ME0386.in June 1991.
 ME0386
 ME0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0386.GEOID18 height accuracy estimate available here.
 ME0386
 ME0386.Click photographs - Photos may exist for this station.
 ME0386
 ME0386.The dynamic height is computed by dividing the NAVD 88
 ME0386.geopotential number by the normal gravity value computed on the
 ME0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0386.degrees latitude (g = 980.6199 gals.).
 ME0386
 ME0386.The modeled gravity was interpolated from observed gravity values.
 ME0386
 ME0386;                    North         East    Units  Estimated Accuracy
 ME0386;SPC IN E     -   646,790.       53,850.      MT  (+/- 180 meters Scaled)
 ME0386
 ME0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL658471(NAD 83)
 ME0386
 ME0386                          SUPERSEDED SURVEY CONTROL
 ME0386
 ME0386  NGVD 29 (??/??/92)  235.408  (m)          772.33   (f) ADJ UNCH    2 0
 ME0386
 ME0386.Superseded values are not recommended for survey control.
 ME0386
 ME0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0386.See file dsdata.pdf to determine how the superseded data were derived.
 ME0386
 ME0386_MARKER: DD = SURVEY DISK
 ME0386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0386_STAMPING: 139
 ME0386_MARK LOGO: CGS+SS
 ME0386_PROJECTION: RECESSED 5 CENTIMETERS
 ME0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0386
 ME0386  HISTORY     - Date     Condition        Report By
 ME0386  HISTORY     - 1934     MONUMENTED       INGS
 ME0386  HISTORY     - 1946     GOOD             CGS
 ME0386  HISTORY     - 1960     MARK NOT FOUND   USGS
 ME0386
 ME0386                          STATION DESCRIPTION
 ME0386
 ME0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0386'AT ROCHESTER.
 ME0386'AT ROCHESTER, ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 31 FROM
 ME0386'THE COUNTY COURT HOUSE, IN THE SOUTHWEST QUARTER OF THE CROSSING
 ME0386'OF THE ERIE RAILROAD, 55 FEET WEST OF THE CENTER LINE OF THE
 ME0386'HIGHWAY (N. MAIN STREET), 33.5 FEET NORTHEAST OF THE NORTHEAST
 ME0386'CORNER OF HESS SERVICE STATION, 29 FEET SOUTH OF THE SOUTH RAIL
 ME0386'OF THE EAST BOUND TRACK, 1 1/2 FEET EAST OF A WHITE WOODEN
 ME0386'WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE CROSSING.
 ME0386'A BRONZE C AND GS AND STATE SURVEY DISK SET IN THE TOP OF A
 ME0386'CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ME0386
 ME0386                          STATION RECOVERY (1960)
 ME0386
 ME0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ME0386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1592 ***********************************************************************
 LB1592  DESIGNATION -  139.485
 LB1592  PID         -  LB1592
 LB1592  STATE/COUNTY-  IN/WARREN
 LB1592  COUNTRY     -  US
 LB1592  USGS QUAD   -  WEST LEBANON (2019)
 LB1592
 LB1592                         *CURRENT SURVEY CONTROL
 LB1592  ______________________________________________________________________
 LB1592* NAD 83(1986) POSITION- 40 19 29.     (N) 087 28 33.     (W)   SCALED
 LB1592* NAVD 88 ORTHO HEIGHT -   216.885 (meters)      711.56  (feet) ADJUSTED
 LB1592  ______________________________________________________________________
 LB1592  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 LB1592  DYNAMIC HEIGHT  -        216.776 (meters)      711.21  (feet) COMP
 LB1592  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 LB1592
 LB1592  VERT ORDER      -  FIRST     CLASS II
 LB1592
 LB1592.The horizontal coordinates were scaled from a map and have
 LB1592.an estimated accuracy of +/- 6 seconds.
 LB1592
 LB1592.The orthometric height was determined by differential leveling and
 LB1592.adjusted by the NATIONAL GEODETIC SURVEY
 LB1592.in June 1991.
 LB1592
 LB1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1592.GEOID18 height accuracy estimate available here.
 LB1592
 LB1592.Click photographs - Photos may exist for this station.
 LB1592
 LB1592.The dynamic height is computed by dividing the NAVD 88
 LB1592.geopotential number by the normal gravity value computed on the
 LB1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1592.degrees latitude (g = 980.6199 gals.).
 LB1592
 LB1592.The modeled gravity was interpolated from observed gravity values.
 LB1592
 LB1592;                    North         East    Units  Estimated Accuracy
 LB1592;SPC IN W     -   563,650.      866,640.      MT  (+/- 180 meters Scaled)
 LB1592
 LB1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595639(NAD 83)
 LB1592
 LB1592                          SUPERSEDED SURVEY CONTROL
 LB1592
 LB1592  NGVD 29 (??/??/92)  216.924  (m)          711.69   (f) ADJ UNCH    1 2
 LB1592
 LB1592.Superseded values are not recommended for survey control.
 LB1592
 LB1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1592.See file dsdata.pdf to determine how the superseded data were derived.
 LB1592
 LB1592_MARKER: X = CHISELED CROSS
 LB1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1592_SP_SET: CULVERT
 LB1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1592
 LB1592  HISTORY     - Date     Condition        Report By
 LB1592  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1592  HISTORY     - 1934     GOOD             CGS
 LB1592
 LB1592                          STATION DESCRIPTION
 LB1592
 LB1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1592'1.5 MI N FROM SLOAN.
 LB1592'1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1592'STATION AT SLOAN, WARREN COUNTY, AT CULVERT 111.78, ON THE
 LB1592'TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 24 FEET
 LB1592'EAST OF THE EAST RAIL, AND 1.5 FEET LOWER THAN THE RAIL.  A
 LB1592'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1097 ***********************************************************************
 HA1097  DESIGNATION -  14 JEM
 HA1097  PID         -  HA1097
 HA1097  STATE/COUNTY-  IN/VANDERBURGH
 HA1097  COUNTRY     -  US
 HA1097  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1097
 HA1097                         *CURRENT SURVEY CONTROL
 HA1097  ______________________________________________________________________
 HA1097* NAD 83(1986) POSITION- 37 56 34.     (N) 087 40 48.     (W)   SCALED
 HA1097* NAVD 88 ORTHO HEIGHT -   143.009 (meters)      469.19  (feet) ADJUSTED
 HA1097  ______________________________________________________________________
 HA1097  GEOID HEIGHT    -        -30.851 (meters)                     GEOID18
 HA1097  DYNAMIC HEIGHT  -        142.909 (meters)      468.86  (feet) COMP
 HA1097  MODELED GRAVITY -    979,933.0   (mgal)                       NAVD 88
 HA1097
 HA1097  VERT ORDER      -  FIRST     CLASS II
 HA1097
 HA1097.The horizontal coordinates were scaled from a map and have
 HA1097.an estimated accuracy of +/- 6 seconds.
 HA1097
 HA1097.The orthometric height was determined by differential leveling and
 HA1097.adjusted by the NATIONAL GEODETIC SURVEY
 HA1097.in June 1991.
 HA1097
 HA1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1097.GEOID18 height accuracy estimate available here.
 HA1097
 HA1097.Click photographs - Photos may exist for this station.
 HA1097
 HA1097.The dynamic height is computed by dividing the NAVD 88
 HA1097.geopotential number by the normal gravity value computed on the
 HA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1097.degrees latitude (g = 980.6199 gals.).
 HA1097
 HA1097.The modeled gravity was interpolated from observed gravity values.
 HA1097
 HA1097;                    North         East    Units  Estimated Accuracy
 HA1097;SPC IN W     -   299,310.      847,550.      MT  (+/- 180 meters Scaled)
 HA1097
 HA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG402996(NAD 83)
 HA1097
 HA1097                          SUPERSEDED SURVEY CONTROL
 HA1097
 HA1097  NGVD 29 (??/??/92)  143.105  (m)          469.50   (f) ADJ UNCH    1 2
 HA1097
 HA1097.Superseded values are not recommended for survey control.
 HA1097
 HA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1097.See file dsdata.pdf to determine how the superseded data were derived.
 HA1097
 HA1097_MARKER: DD = SURVEY DISK
 HA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1097_STAMPING: 14 JEM 469 1950
 HA1097_MARK LOGO: USGS
 HA1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1097+STABILITY: SURFACE MOTION
 HA1097
 HA1097  HISTORY     - Date     Condition        Report By
 HA1097  HISTORY     - 1950     MONUMENTED       USGS
 HA1097  HISTORY     - 1965     GOOD             CGS
 HA1097  HISTORY     - 19981107 GOOD             USPSQD
 HA1097
 HA1097                          STATION DESCRIPTION
 HA1097
 HA1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1097'10 MI W FROM EVANSVILLE.
 HA1097'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1097'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1097'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1097'1.6 MILES SOUTH ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1097'SOUTH ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG
 HA1097'WEST BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSTON
 HA1097'AVENUE, THENCE 2.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD,
 HA1097'THENCE 3.25 MILES NORTHWEST ALONG BAYOU CREEK ROAD, THENCE 0.45
 HA1097'MILE WEST ALONG OLD STATE HIGHWAY 62, OR ABOUT 10.05 MILES EAST
 HA1097'ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY COURTHOUSE AT MT.
 HA1097'VERNON, THENCE 1.9 MILES EAST ALONG OLD STATE HIGHWAY 62, IN
 HA1097'SECTION 6, T 7 S, R 11 W, AT A JUNCTION OF THE OLD HIGHWAY AND A
 HA1097'PAVED ROAD LEADING SOUTHWEST, 37 FEET SOUTHEAST OF THE CENTER
 HA1097'LINE OF THE HIGHWAY, 50 FEET NORTHWEST AND ACROSS THE PAVED ROAD
 HA1097'FROM A TELEPHONE POLE, 15 FEET NORTHEAST OF A BRACE POLE, 1.0
 HA1097'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HA1097'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 HA1097'PROJECTING 8 INCHES.
 HA1097
 HA1097                          STATION RECOVERY (1998)
 HA1097
 HA1097'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1064 ***********************************************************************
 KA1064  DESIGNATION -  14 M
 KA1064  PID         -  KA1064
 KA1064  STATE/COUNTY-  IN/MONTGOMERY
 KA1064  COUNTRY     -  US
 KA1064  USGS QUAD   -  ALAMO (2019)
 KA1064
 KA1064                         *CURRENT SURVEY CONTROL
 KA1064  ______________________________________________________________________
 KA1064* NAD 83(1986) POSITION- 39 59 46.39   (N) 087 03 26.79   (W)   HD_HELD1
 KA1064* NAVD 88 ORTHO HEIGHT -   236.400 (meters)      775.59  (feet) ADJUSTED
 KA1064  ______________________________________________________________________
 KA1064  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 KA1064  DYNAMIC HEIGHT  -        236.272 (meters)      775.17  (feet) COMP
 KA1064  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 KA1064
 KA1064  VERT ORDER      -  SECOND    CLASS 0
 KA1064
 KA1064.The horizontal coordinates were determined by differentially corrected
 KA1064.hand held GPS observations or other comparable positioning techniques
 KA1064.and have an estimated accuracy of +/- 3 meters.
 KA1064
 KA1064.The orthometric height was determined by differential leveling and
 KA1064.adjusted by the NATIONAL GEODETIC SURVEY
 KA1064.in June 1991.
 KA1064
 KA1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1064.GEOID18 height accuracy estimate available here.
 KA1064
 KA1064.Click photographs - Photos may exist for this station.
 KA1064
 KA1064.The dynamic height is computed by dividing the NAVD 88
 KA1064.geopotential number by the normal gravity value computed on the
 KA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1064.degrees latitude (g = 980.6199 gals.).
 KA1064
 KA1064.The modeled gravity was interpolated from observed gravity values.
 KA1064
 KA1064;                    North         East    Units  Estimated Accuracy
 KA1064;SPC IN W     -   527,098.2     902,211.0     MT  (+/- 3 meters HH1 GPS) 
 KA1064
 KA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9509627339(NAD 83)
 KA1064
 KA1064                          SUPERSEDED SURVEY CONTROL
 KA1064
 KA1064  NGVD 29 (??/??/92)  236.482  (m)          775.86   (f) ADJ UNCH    2 0
 KA1064
 KA1064.Superseded values are not recommended for survey control.
 KA1064
 KA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1064.See file dsdata.pdf to determine how the superseded data were derived.
 KA1064
 KA1064_MARKER: DD = SURVEY DISK
 KA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1064_STAMPING: 776 14 M 1946
 KA1064_MARK LOGO: USGS
 KA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1064+STABILITY: SURFACE MOTION
 KA1064
 KA1064  HISTORY     - Date     Condition        Report By
 KA1064  HISTORY     - 1946     MONUMENTED       USGS
 KA1064  HISTORY     - 1946     GOOD             CGS
 KA1064
 KA1064                          STATION DESCRIPTION
 KA1064
 KA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1064'1 MI N FROM ALAMO.
 KA1064'ABOUT 1.0 MILE NORTH ALONG A ROAD LEADING TO WAYNETOWN FROM THE
 KA1064'HIGH SCHOOL AT ALAMO, AT THE T JUNCTION OF AN EAST-WEST ROAD, 145
 KA1064'FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 21 FEET SOUTH
 KA1064'OF THE CENTER LINE OF THE ROAD EAST, 20.5 FEET WEST OF A POWER
 KA1064'LINE POLE, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE
 KA1064'WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD
 KA1064'EAST, AND DIRECTLY IN LINE WITH THE LINE OF POWER POLES.  A
 KA1064'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 776 14
 KA1064'M 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA1064'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1601 ***********************************************************************
 LB1601  DESIGNATION -  140.008
 LB1601  PID         -  LB1601
 LB1601  STATE/COUNTY-  IN/WARREN
 LB1601  COUNTRY     -  US
 LB1601  USGS QUAD   -  TAB (2019)
 LB1601
 LB1601                         *CURRENT SURVEY CONTROL
 LB1601  ______________________________________________________________________
 LB1601* NAD 83(1986) POSITION- 40 24 23.     (N) 087 28 33.     (W)   SCALED
 LB1601* NAVD 88 ORTHO HEIGHT -   217.026 (meters)      712.03  (feet) ADJUSTED
 LB1601  ______________________________________________________________________
 LB1601  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 LB1601  DYNAMIC HEIGHT  -        216.918 (meters)      711.67  (feet) COMP
 LB1601  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 LB1601
 LB1601  VERT ORDER      -  FIRST     CLASS II
 LB1601
 LB1601.The horizontal coordinates were scaled from a map and have
 LB1601.an estimated accuracy of +/- 6 seconds.
 LB1601
 LB1601.The orthometric height was determined by differential leveling and
 LB1601.adjusted by the NATIONAL GEODETIC SURVEY
 LB1601.in June 1991.
 LB1601
 LB1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1601.GEOID18 height accuracy estimate available here.
 LB1601
 LB1601.Click photographs - Photos may exist for this station.
 LB1601
 LB1601.The dynamic height is computed by dividing the NAVD 88
 LB1601.geopotential number by the normal gravity value computed on the
 LB1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1601.degrees latitude (g = 980.6199 gals.).
 LB1601
 LB1601.The modeled gravity was interpolated from observed gravity values.
 LB1601
 LB1601;                    North         East    Units  Estimated Accuracy
 LB1601;SPC IN W     -   572,720.      866,680.      MT  (+/- 180 meters Scaled)
 LB1601
 LB1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596729(NAD 83)
 LB1601
 LB1601                          SUPERSEDED SURVEY CONTROL
 LB1601
 LB1601  NGVD 29 (??/??/92)  217.067  (m)          712.16   (f) ADJ UNCH    1 2
 LB1601
 LB1601.Superseded values are not recommended for survey control.
 LB1601
 LB1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1601.See file dsdata.pdf to determine how the superseded data were derived.
 LB1601
 LB1601_MARKER: X = CHISELED CROSS
 LB1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1601_SP_SET: CULVERT
 LB1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1601
 LB1601  HISTORY     - Date     Condition        Report By
 LB1601  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1601  HISTORY     - 1934     GOOD             CGS
 LB1601
 LB1601                          STATION DESCRIPTION
 LB1601
 LB1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1601'0.6 MI S FROM TAB.
 LB1601'0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1601'STATION AT TAB, WARREN COUNTY, ABOUT 1/8 MILE SOUTH OF MILEPOST
 LB1601'106, ABOUT 125 YARDS SOUTH OF A WHISTLE POST, AT CULVERT 106.14,
 LB1601'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 21 FEET
 LB1601'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 LB1601'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0535 ***********************************************************************
 HA0535  DESIGNATION -  141
 HA0535  PID         -  HA0535
 HA0535  STATE/COUNTY-  IN/PERRY
 HA0535  COUNTRY     -  US
 HA0535  USGS QUAD   -  TELL CITY (2019)
 HA0535
 HA0535                         *CURRENT SURVEY CONTROL
 HA0535  ______________________________________________________________________
 HA0535* NAD 83(1986) POSITION- 37 57 05.     (N) 086 46 12.     (W)   SCALED
 HA0535* NAVD 88 ORTHO HEIGHT -   124.808 (meters)      409.47  (feet) ADJUSTED
 HA0535  ______________________________________________________________________
 HA0535  GEOID HEIGHT    -        -31.933 (meters)                     GEOID18
 HA0535  DYNAMIC HEIGHT  -        124.720 (meters)      409.19  (feet) COMP
 HA0535  MODELED GRAVITY -    979,923.3   (mgal)                       NAVD 88
 HA0535
 HA0535  VERT ORDER      -  FIRST     CLASS II
 HA0535
 HA0535.The horizontal coordinates were scaled from a map and have
 HA0535.an estimated accuracy of +/- 6 seconds.
 HA0535
 HA0535.The orthometric height was determined by differential leveling and
 HA0535.adjusted by the NATIONAL GEODETIC SURVEY
 HA0535.in June 1991.
 HA0535
 HA0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0535.GEOID18 height accuracy estimate available here.
 HA0535
 HA0535.Click photographs - Photos may exist for this station.
 HA0535
 HA0535.The dynamic height is computed by dividing the NAVD 88
 HA0535.geopotential number by the normal gravity value computed on the
 HA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0535.degrees latitude (g = 980.6199 gals.).
 HA0535
 HA0535.The modeled gravity was interpolated from observed gravity values.
 HA0535
 HA0535;                    North         East    Units  Estimated Accuracy
 HA0535;SPC IN W     -   300,150.      927,540.      MT  (+/- 180 meters Scaled)
 HA0535
 HA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH202004(NAD 83)
 HA0535
 HA0535                          SUPERSEDED SURVEY CONTROL
 HA0535
 HA0535  NGVD 29 (??/??/92)  124.915  (m)          409.83   (f) ADJ UNCH    1 2
 HA0535
 HA0535.Superseded values are not recommended for survey control.
 HA0535
 HA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0535.See file dsdata.pdf to determine how the superseded data were derived.
 HA0535
 HA0535_MARKER: P = PIPE CAP
 HA0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0535_STAMPING: 141
 HA0535_MARK LOGO: USACE
 HA0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0535
 HA0535  HISTORY     - Date     Condition        Report By
 HA0535  HISTORY     - UNK      MONUMENTED       USACE
 HA0535  HISTORY     - 1965     GOOD             CGS
 HA0535
 HA0535                          STATION DESCRIPTION
 HA0535
 HA0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0535'0.2 MI N FROM TELL CITY.
 HA0535'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HA0535'TELL CITY, AT THE CITY HALL BETWEEN JEFFERSON STREET AND MOZART
 HA0535'STREET, 150 FEET EAST OF THE CENTER LINE OF MAIN STREET, 29 FEET
 HA0535'SOUTHEAST OF THE CENTER LINE OF AN ASPHALT DRIVE, 6 FEET NORTH
 HA0535'OF A WINDOW SILL OF THE CITY HALL, 5 FEET WEST OF THE FACE OF THE
 HA0535'BUILDING, 1 FOOT WEST OF THE CONCRETE BASE OF AN AIR CONDITIONER,
 HA0535'A CAP ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1556 ***********************************************************************
 KA1556  DESIGNATION -  141.1
 KA1556  PID         -  KA1556
 KA1556  STATE/COUNTY-  IN/VERMILLION
 KA1556  COUNTRY     -  US
 KA1556  USGS QUAD   -  NEWPORT (2019)
 KA1556
 KA1556                         *CURRENT SURVEY CONTROL
 KA1556  ______________________________________________________________________
 KA1556* NAD 83(1986) POSITION- 39 56 58.     (N) 087 27 46.     (W)   SCALED
 KA1556* NAVD 88 ORTHO HEIGHT -   155.19  (+/-2cm)      509.2   (feet) VERTCON3
 KA1556  ______________________________________________________________________
 KA1556  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 KA1556  VERT ORDER      -  ? (See Below)
 KA1556
 KA1556.The horizontal coordinates were scaled from a map and have
 KA1556.an estimated accuracy of +/- 6 seconds.
 KA1556
 KA1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1556
 KA1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1556.GEOID18 height accuracy estimate available here.
 KA1556
 KA1556.The vertical order pertains to the NGVD 29 superseded value.
 KA1556
 KA1556.Click photographs - Photos may exist for this station.
 KA1556
 KA1556;                    North         East    Units  Estimated Accuracy
 KA1556;SPC IN W     -   521,970.      867,580.      MT  (+/- 180 meters Scaled)
 KA1556
 KA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK604222(NAD 83)
 KA1556
 KA1556                          SUPERSEDED SURVEY CONTROL
 KA1556
 KA1556  NGVD 29 (??/??/92)  155.246  (m)          509.34   (f) ADJ UNCH       
 KA1556
 KA1556.Superseded values are not recommended for survey control.
 KA1556
 KA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1556.See file dsdata.pdf to determine how the superseded data were derived.
 KA1556
 KA1556_MARKER: DB = BENCH MARK DISK
 KA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1556+STABILITY: SURFACE MOTION
 KA1556
 KA1556  HISTORY     - Date     Condition        Report By
 KA1556  HISTORY     - UNK      MONUMENTED       LOCENG
 KA1556  HISTORY     - 1935     GOOD             CGS
 KA1556  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1556
 KA1556                          STATION DESCRIPTION
 KA1556
 KA1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA1556'AT CAYUGA.
 KA1556'AT CAYUGA, VERMILLION COUNTY, ON THE CHICAGO AND EASTERN ILLINOIS
 KA1556'RAILROAD, 10 RAILS NORTH OF THE CROSSING OF THE NICKEL PLATE
 KA1556'RAILROAD, 29 YARDS NORTH OF THE CENTERLINE OF CURTISS STREET,
 KA1556'AND 4 YARDS EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK.  THE
 KA1556'TOP OF AN 8-INCH CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 KA1556'GROUND.
 KA1556
 KA1556                          STATION RECOVERY (1986)
 KA1556
 KA1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1594 ***********************************************************************
 LB1594  DESIGNATION -  141.508
 LB1594  PID         -  LB1594
 LB1594  STATE/COUNTY-  IN/WARREN
 LB1594  COUNTRY     -  US
 LB1594  USGS QUAD   -  WEST LEBANON (2019)
 LB1594
 LB1594                         *CURRENT SURVEY CONTROL
 LB1594  ______________________________________________________________________
 LB1594* NAD 83(1986) POSITION- 40 19 53.     (N) 087 28 34.     (W)   SCALED
 LB1594* NAVD 88 ORTHO HEIGHT -   217.496 (meters)      713.57  (feet) ADJUSTED
 LB1594  ______________________________________________________________________
 LB1594  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 LB1594  DYNAMIC HEIGHT  -        217.387 (meters)      713.21  (feet) COMP
 LB1594  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LB1594
 LB1594  VERT ORDER      -  FIRST     CLASS II
 LB1594
 LB1594.The horizontal coordinates were scaled from a map and have
 LB1594.an estimated accuracy of +/- 6 seconds.
 LB1594
 LB1594.The orthometric height was determined by differential leveling and
 LB1594.adjusted by the NATIONAL GEODETIC SURVEY
 LB1594.in June 1991.
 LB1594
 LB1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1594.GEOID18 height accuracy estimate available here.
 LB1594
 LB1594.Click photographs - Photos may exist for this station.
 LB1594
 LB1594.The dynamic height is computed by dividing the NAVD 88
 LB1594.geopotential number by the normal gravity value computed on the
 LB1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1594.degrees latitude (g = 980.6199 gals.).
 LB1594
 LB1594.The modeled gravity was interpolated from observed gravity values.
 LB1594
 LB1594;                    North         East    Units  Estimated Accuracy
 LB1594;SPC IN W     -   564,390.      866,620.      MT  (+/- 180 meters Scaled)
 LB1594
 LB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595646(NAD 83)
 LB1594
 LB1594                          SUPERSEDED SURVEY CONTROL
 LB1594
 LB1594  NGVD 29 (??/??/92)  217.536  (m)          713.70   (f) ADJ UNCH    1 2
 LB1594
 LB1594.Superseded values are not recommended for survey control.
 LB1594
 LB1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1594.See file dsdata.pdf to determine how the superseded data were derived.
 LB1594
 LB1594_MARKER: X = CHISELED CROSS
 LB1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1594_SP_SET: CULVERT
 LB1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1594
 LB1594  HISTORY     - Date     Condition        Report By
 LB1594  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1594  HISTORY     - 1934     GOOD             CGS
 LB1594
 LB1594                          STATION DESCRIPTION
 LB1594
 LB1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1594'2 MI S FROM STEWART.
 LB1594'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1594'STATION AT STEWART, WARREN COUNTY, 0.3 MILE SOUTH OF MILEPOST
 LB1594'111, ABOUT 125 YARDS NORTH OF A DIRT-ROAD CROSSING, AT CULVERT
 LB1594'111.29, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST HEADWALL,
 LB1594'8 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE
 LB1594'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1595 ***********************************************************************
 LB1595  DESIGNATION -  142.402
 LB1595  PID         -  LB1595
 LB1595  STATE/COUNTY-  IN/WARREN
 LB1595  COUNTRY     -  US
 LB1595  USGS QUAD   -  WEST LEBANON (2019)
 LB1595
 LB1595                         *CURRENT SURVEY CONTROL
 LB1595  ______________________________________________________________________
 LB1595* NAD 83(1986) POSITION- 40 20 20.     (N) 087 28 33.     (W)   SCALED
 LB1595* NAVD 88 ORTHO HEIGHT -   217.753 (meters)      714.41  (feet) ADJUSTED
 LB1595  ______________________________________________________________________
 LB1595  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 LB1595  DYNAMIC HEIGHT  -        217.644 (meters)      714.05  (feet) COMP
 LB1595  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LB1595
 LB1595  VERT ORDER      -  FIRST     CLASS II
 LB1595
 LB1595.The horizontal coordinates were scaled from a map and have
 LB1595.an estimated accuracy of +/- 6 seconds.
 LB1595
 LB1595.The orthometric height was determined by differential leveling and
 LB1595.adjusted by the NATIONAL GEODETIC SURVEY
 LB1595.in June 1991.
 LB1595
 LB1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1595.GEOID18 height accuracy estimate available here.
 LB1595
 LB1595.Click photographs - Photos may exist for this station.
 LB1595
 LB1595.The dynamic height is computed by dividing the NAVD 88
 LB1595.geopotential number by the normal gravity value computed on the
 LB1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1595.degrees latitude (g = 980.6199 gals.).
 LB1595
 LB1595.The modeled gravity was interpolated from observed gravity values.
 LB1595
 LB1595;                    North         East    Units  Estimated Accuracy
 LB1595;SPC IN W     -   565,220.      866,650.      MT  (+/- 180 meters Scaled)
 LB1595
 LB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595654(NAD 83)
 LB1595
 LB1595                          SUPERSEDED SURVEY CONTROL
 LB1595
 LB1595  NGVD 29 (??/??/92)  217.792  (m)          714.54   (f) ADJ UNCH    1 2
 LB1595
 LB1595.Superseded values are not recommended for survey control.
 LB1595
 LB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1595.See file dsdata.pdf to determine how the superseded data were derived.
 LB1595
 LB1595_MARKER: X = CHISELED CROSS
 LB1595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1595_SP_SET: CULVERT
 LB1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1595
 LB1595  HISTORY     - Date     Condition        Report By
 LB1595  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1595  HISTORY     - 1934     GOOD             CGS
 LB1595
 LB1595                          STATION DESCRIPTION
 LB1595
 LB1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1595'1.4 MI S FROM STEWART.
 LB1595'1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1595'STATION AT STEWART, WARREN COUNTY, ABOUT 1/4 MILE NORTH OF
 LB1595'MILEPOST 111, 60 FEET SOUTHEAST OF SECTION POST 4825, AT CULVERT
 LB1595'110.78, ON THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL,
 LB1595'29 FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 LB1595'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0612 ***********************************************************************
 JA0612  DESIGNATION -  144 WSM
 JA0612  PID         -  JA0612
 JA0612  STATE/COUNTY-  IN/SPENCER
 JA0612  COUNTRY     -  US
 JA0612  USGS QUAD   -  DALE (2019)
 JA0612
 JA0612                         *CURRENT SURVEY CONTROL
 JA0612  ______________________________________________________________________
 JA0612* NAD 83(1986) POSITION- 38 10 00.39   (N) 086 59 20.52   (W)   HD_HELD1
 JA0612* NAVD 88 ORTHO HEIGHT -   143.030 (meters)      469.26  (feet) ADJUSTED
 JA0612  ______________________________________________________________________
 JA0612  GEOID HEIGHT    -        -31.918 (meters)                     GEOID18
 JA0612  DYNAMIC HEIGHT  -        142.934 (meters)      468.94  (feet) COMP
 JA0612  MODELED GRAVITY -    979,956.6   (mgal)                       NAVD 88
 JA0612
 JA0612  VERT ORDER      -  FIRST     CLASS II
 JA0612
 JA0612.The horizontal coordinates were determined by differentially corrected
 JA0612.hand held GPS observations or other comparable positioning techniques
 JA0612.and have an estimated accuracy of +/- 3 meters.
 JA0612
 JA0612.The orthometric height was determined by differential leveling and
 JA0612.adjusted by the NATIONAL GEODETIC SURVEY
 JA0612.in June 1991.
 JA0612
 JA0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0612.GEOID18 height accuracy estimate available here.
 JA0612
 JA0612.Click photographs - Photos may exist for this station.
 JA0612
 JA0612.The dynamic height is computed by dividing the NAVD 88
 JA0612.geopotential number by the normal gravity value computed on the
 JA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0612.degrees latitude (g = 980.6199 gals.).
 JA0612
 JA0612.The modeled gravity was interpolated from observed gravity values.
 JA0612
 JA0612;                    North         East    Units  Estimated Accuracy
 JA0612;SPC IN W     -   324,009.3     908,263.5     MT  (+/- 3 meters HH1 GPS) 
 JA0612
 JA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0096024319(NAD 83)
 JA0612
 JA0612                          SUPERSEDED SURVEY CONTROL
 JA0612
 JA0612  NGVD 29 (??/??/92)  143.135  (m)          469.60   (f) ADJ UNCH    1 2
 JA0612
 JA0612.Superseded values are not recommended for survey control.
 JA0612
 JA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0612.See file dsdata.pdf to determine how the superseded data were derived.
 JA0612
 JA0612_MARKER: DB = BENCH MARK DISK
 JA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0612_STAMPING: 144 WSM 1958 470
 JA0612_MARK LOGO: USGS
 JA0612_PROJECTION: FLUSH
 JA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0612+STABILITY: SURFACE MOTION
 JA0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0612+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 JA0612
 JA0612  HISTORY     - Date     Condition        Report By
 JA0612  HISTORY     - 1958     MONUMENTED       USGS
 JA0612  HISTORY     - 1965     GOOD             CGS
 JA0612  HISTORY     - 20081002 GOOD             GEOCAC
 JA0612  HISTORY     - 20100323 GOOD             JCLS
 JA0612  HISTORY     - 20100831 GOOD             GEOCAC
 JA0612
 JA0612                          STATION DESCRIPTION
 JA0612
 JA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0612'0.2 MI S FROM DALE.
 JA0612'ABOUT 0.15 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 JA0612'DALE, IN SECTION 17, T 4 S, R 5 W, 43 FEET WEST OF THE CENTER
 JA0612'LINE OF MAIN STREET, 31 FEET SOUTH OF THE CENTER LINE OF VINE
 JA0612'STREET, SET IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 JA0612'CONCRETE FOOTING OF THE CITY WATER TOWER, ABOUT 3 FEET ABOVE THE
 JA0612'LEVEL OF THE STREETS.
 JA0612
 JA0612                          STATION RECOVERY (2008)
 JA0612
 JA0612'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA0612'THE WATER TOWER HAS BEEN REMOVED, AND THE FOOTING IS IN GOOD
 JA0612'CONDITION.
 JA0612
 JA0612                          STATION RECOVERY (2010)
 JA0612
 JA0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 JA0612'RECOVERED IN GOOD CONDITION.
 JA0612
 JA0612                          STATION RECOVERY (2010)
 JA0612
 JA0612'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA0612'MARK RECOVERED IN FOOTER IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1596 ***********************************************************************
 LB1596  DESIGNATION -  144.798
 LB1596  PID         -  LB1596
 LB1596  STATE/COUNTY-  IN/WARREN
 LB1596  COUNTRY     -  US
 LB1596  USGS QUAD   -  WEST LEBANON (2019)
 LB1596
 LB1596                         *CURRENT SURVEY CONTROL
 LB1596  ______________________________________________________________________
 LB1596* NAD 83(1986) POSITION- 40 21 04.     (N) 087 28 33.     (W)   SCALED
 LB1596* NAVD 88 ORTHO HEIGHT -   218.491 (meters)      716.83  (feet) ADJUSTED
 LB1596  ______________________________________________________________________
 LB1596  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 LB1596  DYNAMIC HEIGHT  -        218.381 (meters)      716.47  (feet) COMP
 LB1596  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 LB1596
 LB1596  VERT ORDER      -  FIRST     CLASS II
 LB1596
 LB1596.The horizontal coordinates were scaled from a map and have
 LB1596.an estimated accuracy of +/- 6 seconds.
 LB1596
 LB1596.The orthometric height was determined by differential leveling and
 LB1596.adjusted by the NATIONAL GEODETIC SURVEY
 LB1596.in June 1991.
 LB1596
 LB1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1596.GEOID18 height accuracy estimate available here.
 LB1596
 LB1596.Click photographs - Photos may exist for this station.
 LB1596
 LB1596.The dynamic height is computed by dividing the NAVD 88
 LB1596.geopotential number by the normal gravity value computed on the
 LB1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1596.degrees latitude (g = 980.6199 gals.).
 LB1596
 LB1596.The modeled gravity was interpolated from observed gravity values.
 LB1596
 LB1596;                    North         East    Units  Estimated Accuracy
 LB1596;SPC IN W     -   566,580.      866,660.      MT  (+/- 180 meters Scaled)
 LB1596
 LB1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595668(NAD 83)
 LB1596
 LB1596                          SUPERSEDED SURVEY CONTROL
 LB1596
 LB1596  NGVD 29 (??/??/92)  218.530  (m)          716.96   (f) ADJ UNCH    1 2
 LB1596
 LB1596.Superseded values are not recommended for survey control.
 LB1596
 LB1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1596.See file dsdata.pdf to determine how the superseded data were derived.
 LB1596
 LB1596_MARKER: B = BOLT
 LB1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1596_SP_SET: SIGNAL TOWER BASE
 LB1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1596
 LB1596  HISTORY     - Date     Condition        Report By
 LB1596  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1596  HISTORY     - 1934     GOOD             CGS
 LB1596
 LB1596                          STATION DESCRIPTION
 LB1596
 LB1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1596'0.6 MI S FROM STEWART.
 LB1596'0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1596'STATION AT STEWART, WARREN COUNTY, ABOUT 100 FEET SOUTH OF
 LB1596'SECTION POST 4780, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LB1596'BASE OF SIGNAL TOWER E, 20 FEET EAST OF THE EAST RAIL OF THE MAIN
 LB1596'TRACK, 7 FEET EAST OF THE EAST RAIL OF THE SIDETRACK, AND ABOUT
 LB1596'6 INCHES LOWER THAN THE RAIL.  THE TOP OF AN ANCHOR BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1249 ***********************************************************************
 LB1249  DESIGNATION -  144.807
 LB1249  PID         -  LB1249
 LB1249  STATE/COUNTY-  IN/NEWTON
 LB1249  COUNTRY     -  US
 LB1249  USGS QUAD   -  EARL PARK (2019)
 LB1249
 LB1249                         *CURRENT SURVEY CONTROL
 LB1249  ______________________________________________________________________
 LB1249* NAD 83(1986) POSITION- 40 44 26.     (N) 087 26 57.     (W)   SCALED
 LB1249* NAVD 88 ORTHO HEIGHT -   218.456 (meters)      716.72  (feet) ADJUSTED
 LB1249  ______________________________________________________________________
 LB1249  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 LB1249  DYNAMIC HEIGHT  -        218.356 (meters)      716.39  (feet) COMP
 LB1249  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 LB1249
 LB1249  VERT ORDER      -  FIRST     CLASS II
 LB1249
 LB1249.The horizontal coordinates were scaled from a map and have
 LB1249.an estimated accuracy of +/- 6 seconds.
 LB1249
 LB1249.The orthometric height was determined by differential leveling and
 LB1249.adjusted by the NATIONAL GEODETIC SURVEY
 LB1249.in June 1991.
 LB1249
 LB1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1249.GEOID18 height accuracy estimate available here.
 LB1249
 LB1249.Click photographs - Photos may exist for this station.
 LB1249
 LB1249.The dynamic height is computed by dividing the NAVD 88
 LB1249.geopotential number by the normal gravity value computed on the
 LB1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1249.degrees latitude (g = 980.6199 gals.).
 LB1249
 LB1249.The modeled gravity was interpolated from observed gravity values.
 LB1249
 LB1249;                    North         East    Units  Estimated Accuracy
 LB1249;SPC IN W     -   609,810.      869,100.      MT  (+/- 180 meters Scaled)
 LB1249
 LB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620100(NAD 83)
 LB1249
 LB1249                          SUPERSEDED SURVEY CONTROL
 LB1249
 LB1249  NGVD 29 (??/??/92)  218.513  (m)          716.90   (f) ADJ UNCH    1 2
 LB1249
 LB1249.Superseded values are not recommended for survey control.
 LB1249
 LB1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1249.See file dsdata.pdf to determine how the superseded data were derived.
 LB1249
 LB1249_MARKER: X = CHISELED CROSS
 LB1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1249_SP_SET: CULVERT PARAPET
 LB1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1249
 LB1249  HISTORY     - Date     Condition        Report By
 LB1249  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1249  HISTORY     - 1934     GOOD             CGS
 LB1249  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1249
 LB1249                          STATION DESCRIPTION
 LB1249
 LB1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1249'2.1 MI S FROM KENTLAND.
 LB1249'2.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1249'STATION AT KENTLAND, NEWTON COUNTY, 85 YARDS NORTH OF MILEPOST 83,
 LB1249'40 FEET NORTH OF A WHISTLE POST, AT CULVERT 83.00, ON THE TOP OF
 LB1249'THE NORTHWEST CORNER OF THE WEST PARAPET, 10 FEET WEST OF THE
 LB1249'WEST RAIL OF THE SOUTH-BOUND TRACK, AND 1.5 FEET LOWER THAN THE
 LB1249'RAIL.  A CHISELED CROSS.
 LB1249
 LB1249                          STATION RECOVERY (2018)
 LB1249
 LB1249'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1550 ***********************************************************************
 KA1550  DESIGNATION -  145
 KA1550  PID         -  KA1550
 KA1550  STATE/COUNTY-  IN/VERMILLION
 KA1550  COUNTRY     -  US
 KA1550  USGS QUAD   -  NEWPORT (2019)
 KA1550
 KA1550                         *CURRENT SURVEY CONTROL
 KA1550  ______________________________________________________________________
 KA1550* NAD 83(1986) POSITION- 39 54 20.     (N) 087 25 03.     (W)   SCALED
 KA1550* NAVD 88 ORTHO HEIGHT -   160.813 (meters)      527.60  (feet) ADJUSTED
 KA1550  ______________________________________________________________________
 KA1550  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 KA1550  DYNAMIC HEIGHT  -        160.727 (meters)      527.32  (feet) COMP
 KA1550  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 KA1550
 KA1550  VERT ORDER      -  SECOND    CLASS 0
 KA1550
 KA1550.The horizontal coordinates were scaled from a map and have
 KA1550.an estimated accuracy of +/- 6 seconds.
 KA1550
 KA1550.The orthometric height was determined by differential leveling and
 KA1550.adjusted by the NATIONAL GEODETIC SURVEY
 KA1550.in June 1991.
 KA1550
 KA1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1550.GEOID18 height accuracy estimate available here.
 KA1550
 KA1550.Click photographs - Photos may exist for this station.
 KA1550
 KA1550.The dynamic height is computed by dividing the NAVD 88
 KA1550.geopotential number by the normal gravity value computed on the
 KA1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1550.degrees latitude (g = 980.6199 gals.).
 KA1550
 KA1550.The modeled gravity was interpolated from observed gravity values.
 KA1550
 KA1550;                    North         East    Units  Estimated Accuracy
 KA1550;SPC IN W     -   517,090.      871,430.      MT  (+/- 180 meters Scaled)
 KA1550
 KA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK643173(NAD 83)
 KA1550
 KA1550                          SUPERSEDED SURVEY CONTROL
 KA1550
 KA1550  NGVD 29 (??/??/92)  160.884  (m)          527.83   (f) ADJ UNCH    2 0
 KA1550
 KA1550.Superseded values are not recommended for survey control.
 KA1550
 KA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1550.See file dsdata.pdf to determine how the superseded data were derived.
 KA1550
 KA1550_MARKER: Z = SEE DESCRIPTION
 KA1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1550+STABILITY: SURFACE MOTION
 KA1550
 KA1550  HISTORY     - Date     Condition        Report By
 KA1550  HISTORY     - UNK      MONUMENTED       LOCENG
 KA1550  HISTORY     - 1938     GOOD             CGS
 KA1550  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1550
 KA1550                          STATION DESCRIPTION
 KA1550
 KA1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1550'1.9 MI N FROM NEWPORT.
 KA1550'1.9 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1550'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, 10 YARDS WEST
 KA1550'OF MILEPOST 145, 12 YARDS WEST OF THE WEST RAIL OF THE WEST
 KA1550'TRACK, AND AT A FENCE.  A METAL PLATE, SET IN THE TOP OF A
 KA1550'CONCRETE POST PROJECTING 15 INCHES ABOVE GROUND.
 KA1550
 KA1550                          STATION RECOVERY (1986)
 KA1550
 KA1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9013 ***********************************************************************
 DG9013  CBN         -  This is a Cooperative Base Network Control Station.
 DG9013  DESIGNATION -  145 M
 DG9013  PID         -  DG9013
 DG9013  STATE/COUNTY-  IN/BARTHOLOMEW
 DG9013  COUNTRY     -  US
 DG9013  USGS QUAD   -  WAYMANSVILLE (2019)
 DG9013
 DG9013                         *CURRENT SURVEY CONTROL
 DG9013  ______________________________________________________________________
 DG9013* NAD 83(2011) POSITION- 39 04 54.41921(N) 086 00 38.74966(W)   ADJUSTED
 DG9013* NAD 83(2011) ELLIP HT-   150.086 (meters)        (06/27/12)   ADJUSTED
 DG9013* NAD 83(2011) EPOCH   -  2010.00
 DG9013* NAVD 88 ORTHO HEIGHT -   183.7   (meters)      603.    (feet) GPS OBS
 DG9013  ______________________________________________________________________
 DG9013  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9013  GEOID HEIGHT    -        -33.608 (meters)                     GEOID03
 DG9013  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 DG9013  NAD 83(2011) X  -    344,904.303 (meters)                     COMP
 DG9013  NAD 83(2011) Y  - -4,945,713.161 (meters)                     COMP
 DG9013  NAD 83(2011) Z  -  3,999,463.468 (meters)                     COMP
 DG9013  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DG9013
 DG9013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9013  Standards:
 DG9013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9013  -------------------------------------------------------------------
 DG9013  NETWORK    0.99   1.92           0.46   0.32   0.98     -0.10567341
 DG9013  -------------------------------------------------------------------
 DG9013  Click here for local accuracies and other accuracy information.
 DG9013
 DG9013.The horizontal coordinates were established by GPS observations
 DG9013.and adjusted by the National Geodetic Survey in June 2012.
 DG9013
 DG9013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9013.been affixed to the stable North American tectonic plate. See 
 DG9013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9013
 DG9013.The horizontal coordinates are valid at the epoch date displayed above
 DG9013.which is a decimal equivalence of Year/Month/Day.
 DG9013
 DG9013.The orthometric height was determined by GPS observations and a
 DG9013.high-resolution geoid model.
 DG9013
 DG9013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9013.GEOID18 height accuracy estimate available here.
 DG9013
 DG9013.Click photographs - Photos may exist for this station.
 DG9013
 DG9013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9013
 DG9013.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9013
 DG9013.The ellipsoidal height was determined by GPS observations
 DG9013.and is referenced to NAD 83.
 DG9013
 DG9013. The following values were computed from the NAD 83(2011) position.
 DG9013
 DG9013;                    North         East     Units Scale Factor Converg.
 DG9013;SPC IN E     -   425,631.607    70,227.403   MT  0.99997758   -0 13 00.9
 DG9013;SPC IN E     - 1,396,426.36    230,404.40   sFT  0.99997758   -0 13 00.9
 DG9013;UTM  16      - 4,326,317.887   585,561.882   MT  0.99969014   +0 37 25.3
 DG9013
 DG9013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9013!SPC IN E     -   0.99997645  x   0.99997758  =   0.99995403
 DG9013!UTM  16      -   0.99997645  x   0.99969014  =   0.99966660
 DG9013
 DG9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8556126317(NAD 83)
 DG9013
 DG9013                          SUPERSEDED SURVEY CONTROL
 DG9013
 DG9013  NAD 83(2007)-  39 04 54.41931(N)    086 00 38.75047(W) AD(2002.00) 0
 DG9013  ELLIP H (02/10/07)  150.106  (m)                       GP(2002.00)    
 DG9013  NAD 83(1997)-  39 04 54.41936(N)    086 00 38.75043(W) AD(       ) A
 DG9013  ELLIP H (01/19/05)  150.119  (m)                       GP(       ) 4 1
 DG9013
 DG9013.Superseded values are not recommended for survey control.
 DG9013
 DG9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9013.See file dsdata.pdf to determine how the superseded data were derived.
 DG9013
 DG9013_MARKER: DB = BENCH MARK DISK
 DG9013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9013_STAMPING: 604 145 M 1946
 DG9013_MARK LOGO: USGS
 DG9013_PROJECTION: FLUSH
 DG9013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9013+STABILITY: SURFACE MOTION
 DG9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9013+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 DG9013
 DG9013  HISTORY     - Date     Condition        Report By
 DG9013  HISTORY     - 1946     MONUMENTED       USGS
 DG9013  HISTORY     - 20030701 GOOD             IN-005
 DG9013
 DG9013                          STATION DESCRIPTION
 DG9013
 DG9013'DESCRIBED BY BARTHOLOMEW COUNTY INDIANA 2003 (GS)
 DG9013'THE STATION IS LOCATED ABOUT 12.4 MI NORTHWEST OF SEYMOUR, 9.7 MI
 DG9013'SOUTH-SOUTHWEST OF  COLUMBUS AND ON PRIVATE PROPERTY.
 DG9013'
 DG9013'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 DG9013'STATE HIGHWAY 58,  GO WEST ON HIGHWAY 58 FOR 1.5 MI TO A CROSSROAD.
 DG9013'TURN LEFT AND GO SOUTH ON COUNTY  ROAD 400 FOR 2.8 MI TO A CROSSROAD.
 DG9013'TURN RIGHT AND GO WEST ON COUNTY ROAD 700 FOR 0.2 MI  TO WEST SPRAY
 DG9013'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.5 MI TO
 DG9013'A  PRIVATE LANE ON THE RIGHT AND THE STATION ON THE RIGHT JUST PAST
 DG9013'THE LANE.
 DG9013'
 DG9013'THE STATION IS AN USGS BENCH MARK DISK SET IN TOP OF A SQUARE CONCRETE
 DG9013'MONUMENT SET  FLUSH WITH THE GROUND.  IT IS LOCATED 349.2 FT SOUTHWEST
 DG9013'OF A RAILROAD SPIKE IN POWER  POLE NUMBER OBA 22, 32 FT NORTHWEST OF
 DG9013'THE CENTER OF WEST SPRAY ROAD, 14.3 FT  NORTHEAST OF A RAILROAD SPIKE
 DG9013'IN A POWER POLE AND 14.2 FT WEST OF THE CENTER OF THE  PRIVATE LANE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0318 ***********************************************************************
 ME0318  DESIGNATION -  147.81
 ME0318  PID         -  ME0318
 ME0318  STATE/COUNTY-  IN/MARSHALL
 ME0318  COUNTRY     -  US
 ME0318  USGS QUAD   -  CULVER (2019)
 ME0318
 ME0318                         *CURRENT SURVEY CONTROL
 ME0318  ______________________________________________________________________
 ME0318* NAD 83(1986) POSITION- 41 12 19.     (N) 086 25 09.     (W)   SCALED
 ME0318* NAVD 88 ORTHO HEIGHT -   224.18  (+/-2cm)      735.5   (feet) VERTCON3
 ME0318  ______________________________________________________________________
 ME0318  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME0318  VERT ORDER      -  ? (See Below)
 ME0318
 ME0318.The horizontal coordinates were scaled from a map and have
 ME0318.an estimated accuracy of +/- 6 seconds.
 ME0318
 ME0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0318
 ME0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0318.GEOID18 height accuracy estimate available here.
 ME0318
 ME0318.The vertical order pertains to the NGVD 29 superseded value.
 ME0318
 ME0318.Click photographs - Photos may exist for this station.
 ME0318
 ME0318;                    North         East    Units  Estimated Accuracy
 ME0318;SPC IN E     -   661,630.       36,890.      MT  (+/- 180 meters Scaled)
 ME0318
 ME0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL486617(NAD 83)
 ME0318
 ME0318                          SUPERSEDED SURVEY CONTROL
 ME0318
 ME0318  NGVD 29 (??/??/92)  224.292  (m)          735.86   (f) ADJ UNCH       
 ME0318
 ME0318.Superseded values are not recommended for survey control.
 ME0318
 ME0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0318.See file dsdata.pdf to determine how the superseded data were derived.
 ME0318
 ME0318_MARKER: Q = CHISELED SQUARE
 ME0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0318_SP_SET: BRIDGE
 ME0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0318
 ME0318  HISTORY     - Date     Condition        Report By
 ME0318  HISTORY     - UNK      MONUMENTED       PRR
 ME0318  HISTORY     - 1946     GOOD             CGS
 ME0318
 ME0318                          STATION DESCRIPTION
 ME0318
 ME0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0318'1 MI S FROM CULVER.
 ME0318'ABOUT 1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0318'STATION AT CULVER, AT THE GRADE CROSSING OF STATE HIGHWAY 17,
 ME0318'88 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 ME0318'OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE WINGWALL OF
 ME0318'RAILROAD BRIDGE NUMBER 147-81, 8.4 FEET EAST OF THE EAST RAIL
 ME0318'OF THE TRACK AND 3 FEET BELOW TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1153 ***********************************************************************
 ME1153  DESIGNATION -  147.929
 ME1153  PID         -  ME1153
 ME1153  STATE/COUNTY-  IN/LAKE
 ME1153  COUNTRY     -  US
 ME1153  USGS QUAD   -  LOWELL (2019)
 ME1153
 ME1153                         *CURRENT SURVEY CONTROL
 ME1153  ______________________________________________________________________
 ME1153* NAD 83(1986) POSITION- 41 18 44.     (N) 087 27 20.     (W)   SCALED
 ME1153* NAVD 88 ORTHO HEIGHT -   219.437 (meters)      719.94  (feet) ADJUSTED
 ME1153  ______________________________________________________________________
 ME1153  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 ME1153  DYNAMIC HEIGHT  -        219.347 (meters)      719.64  (feet) COMP
 ME1153  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 ME1153
 ME1153  VERT ORDER      -  FIRST     CLASS II
 ME1153
 ME1153.The horizontal coordinates were scaled from a map and have
 ME1153.an estimated accuracy of +/- 6 seconds.
 ME1153
 ME1153.The orthometric height was determined by differential leveling and
 ME1153.adjusted by the NATIONAL GEODETIC SURVEY
 ME1153.in June 1991.
 ME1153
 ME1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1153.GEOID18 height accuracy estimate available here.
 ME1153
 ME1153.Click photographs - Photos may exist for this station.
 ME1153
 ME1153.The dynamic height is computed by dividing the NAVD 88
 ME1153.geopotential number by the normal gravity value computed on the
 ME1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1153.degrees latitude (g = 980.6199 gals.).
 ME1153
 ME1153.The modeled gravity was interpolated from observed gravity values.
 ME1153
 ME1153;                    North         East    Units  Estimated Accuracy
 ME1153;SPC IN W     -   673,300.      868,830.      MT  (+/- 180 meters Scaled)
 ME1153
 ME1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL618735(NAD 83)
 ME1153
 ME1153                          SUPERSEDED SURVEY CONTROL
 ME1153
 ME1153  NGVD 29 (??/??/92)  219.519  (m)          720.21   (f) ADJ UNCH    1 2
 ME1153
 ME1153.Superseded values are not recommended for survey control.
 ME1153
 ME1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1153.See file dsdata.pdf to determine how the superseded data were derived.
 ME1153
 ME1153_MARKER: X = CHISELED CROSS
 ME1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1153_SP_SET: CULVERT
 ME1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1153
 ME1153  HISTORY     - Date     Condition        Report By
 ME1153  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1153  HISTORY     - 1946     GOOD             CGS
 ME1153
 ME1153                          STATION DESCRIPTION
 ME1153
 ME1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1153'1.6 MI N FROM NORTH HAYDEN.
 ME1153'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1153'STATION AT NORTH HAYDEN, LAKE COUNTY, 0.4 MILE SOUTH OF MILEPOST
 ME1153'43, 12.6 FEET NORTH OF STATION STAKE 1270, AT CULVERT 43.44, ON
 ME1153'THE SOUTHWEST CORNER OF THE WEST HEADWALL, 9.6 FEET WEST OF THE
 ME1153'WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 3 FEET BELOW THE
 ME1153'TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1603 ***********************************************************************
 LB1603  DESIGNATION -  148.557
 LB1603  PID         -  LB1603
 LB1603  STATE/COUNTY-  IN/WARREN
 LB1603  COUNTRY     -  US
 LB1603  USGS QUAD   -  TAB (2019)
 LB1603
 LB1603                         *CURRENT SURVEY CONTROL
 LB1603  ______________________________________________________________________
 LB1603* NAD 83(1986) POSITION- 40 25 36.     (N) 087 28 33.     (W)   SCALED
 LB1603* NAVD 88 ORTHO HEIGHT -   219.628 (meters)      720.56  (feet) ADJUSTED
 LB1603  ______________________________________________________________________
 LB1603  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 LB1603  DYNAMIC HEIGHT  -        219.519 (meters)      720.21  (feet) COMP
 LB1603  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 LB1603
 LB1603  VERT ORDER      -  FIRST     CLASS II
 LB1603
 LB1603.The horizontal coordinates were scaled from a map and have
 LB1603.an estimated accuracy of +/- 6 seconds.
 LB1603
 LB1603.The orthometric height was determined by differential leveling and
 LB1603.adjusted by the NATIONAL GEODETIC SURVEY
 LB1603.in June 1991.
 LB1603
 LB1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1603.GEOID18 height accuracy estimate available here.
 LB1603
 LB1603.Click photographs - Photos may exist for this station.
 LB1603
 LB1603.The dynamic height is computed by dividing the NAVD 88
 LB1603.geopotential number by the normal gravity value computed on the
 LB1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1603.degrees latitude (g = 980.6199 gals.).
 LB1603
 LB1603.The modeled gravity was interpolated from observed gravity values.
 LB1603
 LB1603;                    North         East    Units  Estimated Accuracy
 LB1603;SPC IN W     -   574,970.      866,690.      MT  (+/- 180 meters Scaled)
 LB1603
 LB1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596752(NAD 83)
 LB1603
 LB1603                          SUPERSEDED SURVEY CONTROL
 LB1603
 LB1603  NGVD 29 (??/??/92)  219.669  (m)          720.70   (f) ADJ UNCH    1 2
 LB1603
 LB1603.Superseded values are not recommended for survey control.
 LB1603
 LB1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1603.See file dsdata.pdf to determine how the superseded data were derived.
 LB1603
 LB1603_MARKER: X = CHISELED CROSS
 LB1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1603_SP_SET: CULVERT
 LB1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1603
 LB1603  HISTORY     - Date     Condition        Report By
 LB1603  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1603  HISTORY     - 1934     GOOD             CGS
 LB1603
 LB1603                          STATION DESCRIPTION
 LB1603
 LB1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1603'0.8 MI N FROM TAB.
 LB1603'0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1603'AT TAB, WARREN COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST 105,
 LB1603'AT CULVERT 104.75, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 LB1603'HEADWALL, 9 FEET WEST OF THE WEST RAIL, AND 4.5 FEET LOWER THAN
 LB1603'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1884 ***********************************************************************
 LB1884  DESIGNATION -  15 E
 LB1884  PID         -  LB1884
 LB1884  STATE/COUNTY-  IN/BENTON
 LB1884  COUNTRY     -  US
 LB1884  USGS QUAD   -  AMBIA (2019)
 LB1884
 LB1884                         *CURRENT SURVEY CONTROL
 LB1884  ______________________________________________________________________
 LB1884* NAD 83(1986) POSITION- 40 29 29.     (N) 087 31 34.     (W)   SCALED
 LB1884* NAVD 88 ORTHO HEIGHT -   222.080 (meters)      728.61  (feet) ADJUSTED
 LB1884  ______________________________________________________________________
 LB1884  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 LB1884  DYNAMIC HEIGHT  -        221.972 (meters)      728.25  (feet) COMP
 LB1884  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 LB1884
 LB1884  VERT ORDER      -  SECOND    CLASS 0
 LB1884
 LB1884.The horizontal coordinates were scaled from a map and have
 LB1884.an estimated accuracy of +/- 6 seconds.
 LB1884
 LB1884.The orthometric height was determined by differential leveling and
 LB1884.adjusted by the NATIONAL GEODETIC SURVEY
 LB1884.in June 1991.
 LB1884
 LB1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1884.GEOID18 height accuracy estimate available here.
 LB1884
 LB1884.Click photographs - Photos may exist for this station.
 LB1884
 LB1884.The dynamic height is computed by dividing the NAVD 88
 LB1884.geopotential number by the normal gravity value computed on the
 LB1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1884.degrees latitude (g = 980.6199 gals.).
 LB1884
 LB1884.The modeled gravity was interpolated from observed gravity values.
 LB1884
 LB1884;                    North         East    Units  Estimated Accuracy
 LB1884;SPC IN W     -   582,170.      862,460.      MT  (+/- 180 meters Scaled)
 LB1884
 LB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK554824(NAD 83)
 LB1884
 LB1884                          SUPERSEDED SURVEY CONTROL
 LB1884
 LB1884  NGVD 29 (??/??/92)  222.126  (m)          728.76   (f) ADJ UNCH    2 0
 LB1884
 LB1884.Superseded values are not recommended for survey control.
 LB1884
 LB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1884.See file dsdata.pdf to determine how the superseded data were derived.
 LB1884
 LB1884_MARKER: DD = SURVEY DISK
 LB1884_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1884_STAMPING: 15 E 1931
 LB1884_MARK LOGO: USGS
 LB1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1884
 LB1884  HISTORY     - Date     Condition        Report By
 LB1884  HISTORY     - 1931     MONUMENTED       USGS
 LB1884  HISTORY     - 1935     GOOD             CGS
 LB1884
 LB1884                          STATION DESCRIPTION
 LB1884
 LB1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1884'0.5 MI SW FROM AMBIA.
 LB1884'0.5 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1884'RAILROAD FROM THE STATION AT AMBIA, BENTON COUNTY, THENCE 1/4
 LB1884'MILE NORTH ALONG THE STATE-LINE ROAD, 30 FEET NORTH OF THE
 LB1884'CENTERLINE OF AN EAST-AND-WEST ROAD, 33 FEET EAST OF THE
 LB1884'ILLINOIS-INDIANA STATE LINE, AND ONE FOOT SOUTH OF A POINT 8
 LB1884'FEET EAST OF A CONCRETE CORNER POST.  A UNITED STATES GEOLOGICAL
 LB1884'SURVEY STANDARD DISK, STAMPED 15 E 1931 AND SET IN THE TOP OF A
 LB1884'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0501 ***********************************************************************
 HA0501  DESIGNATION -  15 M
 HA0501  PID         -  HA0501
 HA0501  STATE/COUNTY-  IN/PERRY
 HA0501  COUNTRY     -  US
 HA0501  USGS QUAD   -  ROME (2019)
 HA0501
 HA0501                         *CURRENT SURVEY CONTROL
 HA0501  ______________________________________________________________________
 HA0501* NAD 83(1986) POSITION- 37 56 03.23   (N) 086 33 23.55   (W)   HD_HELD1
 HA0501* NAVD 88 ORTHO HEIGHT -   131.160 (meters)      430.31  (feet) ADJUSTED
 HA0501  ______________________________________________________________________
 HA0501  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 HA0501  DYNAMIC HEIGHT  -        131.065 (meters)      430.00  (feet) COMP
 HA0501  MODELED GRAVITY -    979,906.1   (mgal)                       NAVD 88
 HA0501
 HA0501  VERT ORDER      -  FIRST     CLASS II
 HA0501
 HA0501.The horizontal coordinates were determined by differentially corrected
 HA0501.hand held GPS observations or other comparable positioning techniques
 HA0501.and have an estimated accuracy of +/- 3 meters.
 HA0501
 HA0501.The orthometric height was determined by differential leveling and
 HA0501.adjusted by the NATIONAL GEODETIC SURVEY
 HA0501.in June 1991.
 HA0501
 HA0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0501.GEOID18 height accuracy estimate available here.
 HA0501
 HA0501.Click photographs - Photos may exist for this station.
 HA0501
 HA0501.The dynamic height is computed by dividing the NAVD 88
 HA0501.geopotential number by the normal gravity value computed on the
 HA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0501.degrees latitude (g = 980.6199 gals.).
 HA0501
 HA0501.The modeled gravity was interpolated from observed gravity values.
 HA0501
 HA0501;                    North         East    Units  Estimated Accuracy
 HA0501;SPC IN W     -   298,325.0     946,309.3     MT  (+/- 3 meters HH1 GPS) 
 HA0501
 HA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3896998610(NAD 83)
 HA0501
 HA0501                          SUPERSEDED SURVEY CONTROL
 HA0501
 HA0501  NGVD 29 (??/??/92)  131.262  (m)          430.65   (f) ADJ UNCH    1 2
 HA0501
 HA0501.Superseded values are not recommended for survey control.
 HA0501
 HA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0501.See file dsdata.pdf to determine how the superseded data were derived.
 HA0501
 HA0501_MARKER: DB = BENCH MARK DISK
 HA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0501_STAMPING: 15 M 1945 432
 HA0501_MARK LOGO: USGS
 HA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0501+STABILITY: SURFACE MOTION
 HA0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0501+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2015
 HA0501
 HA0501  HISTORY     - Date     Condition        Report By
 HA0501  HISTORY     - 1945     MONUMENTED       USGS
 HA0501  HISTORY     - 1965     GOOD             CGS
 HA0501  HISTORY     - 20150206 GOOD             GEOCAC
 HA0501
 HA0501                          STATION DESCRIPTION
 HA0501
 HA0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0501'2.2 MI W FROM ROME.
 HA0501'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0501'AT ROME, THENCE 1.45 MILES WEST ALONG STATE HIGHWAY 66, 27 FEET
 HA0501'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE
 HA0501'CENTER LINE OF A PRIVATE DRIVE LEADING NORTH, 71 FEET NORTHEAST
 HA0501'OF THE EAST END OF THE WEST HEADWALL OF A CULVERT, 3 1/2 FEET
 HA0501'SOUTH OF A POWER POLE BEARING A TRANSFORMER AND LIGHT, 1.0 FEET
 HA0501'WEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 HA0501'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HA0501
 HA0501                          STATION RECOVERY (2015)
 HA0501
 HA0501'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0501'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1620 ***********************************************************************
 MD1620  DESIGNATION -  153 M
 MD1620  PID         -  MD1620
 MD1620  STATE/COUNTY-  IN/WHITLEY
 MD1620  COUNTRY     -  US
 MD1620  USGS QUAD   -  MERRIAM (2019)
 MD1620
 MD1620                         *CURRENT SURVEY CONTROL
 MD1620  ______________________________________________________________________
 MD1620* NAD 83(1997) POSITION- 41 15 55.55542(N) 085 29 28.38060(W)   ADJUSTED
 MD1620* NAVD 88 ORTHO HEIGHT -   286.29  (+/-2cm)      939.3   (feet) VERTCON3
 MD1620  ______________________________________________________________________
 MD1620  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 MD1620  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 MD1620  HORZ ORDER      -  SECOND
 MD1620  VERT ORDER      -  THIRD ? (See Below)
 MD1620
 MD1620.The horizontal coordinates were established by classical geodetic methods
 MD1620.and adjusted by the National Geodetic Survey in May 1999.
 MD1620
 MD1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1620
 MD1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1620.GEOID18 height accuracy estimate available here.
 MD1620
 MD1620.The vertical order pertains to the NGVD 29 superseded value.
 MD1620
 MD1620.Click photographs - Photos may exist for this station.
 MD1620
 MD1620.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1620
 MD1620. The following values were computed from the NAD 83(1997) position.
 MD1620
 MD1620;                    North         East     Units Scale Factor Converg.
 MD1620;SPC IN E     -   668,050.009   114,701.639   MT  0.99996933   +0 06 56.6
 MD1620;SPC IN E     - 2,191,760.74    376,316.96   sFT  0.99996933   +0 06 56.6
 MD1620;UTM  16      - 4,569,320.864   626,382.486   MT  0.99979657   +0 59 42.9
 MD1620
 MD1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1620!SPC IN E     -   0.99996027  x   0.99996933  =   0.99992961
 MD1620!UTM  16      -   0.99996027  x   0.99979657  =   0.99975685
 MD1620
 MD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2638269320(NAD 83)
 MD1620
 MD1620                          SUPERSEDED SURVEY CONTROL
 MD1620
 MD1620  NAD 83(1995)-  41 15 55.55569(N)    085 29 28.39053(W) AD(       ) 2
 MD1620  NAD 83(1986)-  41 15 55.55503(N)    085 29 28.39468(W) AD(       ) 2
 MD1620  NAD 27      -  41 15 55.38700(N)    085 29 28.46420(W) AD(       ) 2
 MD1620  NGVD 29             286.44   (m)          939.8    (f) LEVELING    3  
 MD1620
 MD1620.Superseded values are not recommended for survey control.
 MD1620
 MD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1620.See file dsdata.pdf to determine how the superseded data were derived.
 MD1620
 MD1620_MARKER: DB = BENCH MARK DISK
 MD1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1620_STAMPING: 153 M 940 1934
 MD1620_MARK LOGO: USGS
 MD1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1620+STABILITY: SURFACE MOTION
 MD1620
 MD1620  HISTORY     - Date     Condition        Report By
 MD1620  HISTORY     - 1934     MONUMENTED       USGS
 MD1620  HISTORY     - 1946     GOOD             USGS
 MD1620  HISTORY     - 1958     GOOD             CGS
 MD1620  HISTORY     - 1963     GOOD             CGS
 MD1620  HISTORY     - 1966     GOOD             CGS
 MD1620
 MD1620                          STATION DESCRIPTION
 MD1620
 MD1620'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1620'STATION LOCATED IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 109 AND A
 MD1620'GRAVEL T-ROAD WEST
 MD1620'AND ABOUT 7.5 MILES NORTH OF COLUMBIA CITY.  IT IS 44 FEET WEST OF
 MD1620'THE CENTER OF HIGHWAY 109, 28 FEET
 MD1620'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 5 FEET SOUTH OF A
 MD1620'POWER POLE.  THE MARK IS AN 8 X 8 INCH
 MD1620'CONCRETE POST WITH A STANDARD U.S.G.S. DISK STAMPED
 MD1620'153 M 940 1934.  A TRAVERSE CONNECTION WAS MADE FROM
 MD1620'TRIANGULATION STATION BIG, THE
 MD1620'DISTANCE BEING 131.22 FEET.
 MD1620'
 MD1620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1620'HIGHWAY 109 IN COLUMBIA CITY,
 MD1620'GO NORTH ON HIGHWAY 109 FOR 7.5 MILES TO A T-ROAD LEFT AND STATION.
 MD1620'
 MD1620'THIS IS A TRAVERSE STATION.
 MD1620
 MD1620                          STATION RECOVERY (1958)
 MD1620
 MD1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1620'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 MD1620'CORRECT.
 MD1620
 MD1620                          STATION RECOVERY (1963)
 MD1620
 MD1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1620'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED
 MD1620'(COAST SURVEY R.C.B.), EXCEPT THAT
 MD1620'IT IS EVIDENTLY (S OF COUNTY LINE ROAD) IN WHITLEY COUNTY INSTEAD OF
 MD1620'NOBLE.
 MD1620'
 MD1620'ABOUT 7.5 MILES N OF COLUMBIA CITY, ABOUT 4.8 MILES S ALONG NO. 109
 MD1620'INDIANA HWY. FROM ITS
 MD1620'T-INTERSECTION WITH NO. 33 U. S. HWY. IN WOLF LAKE, ABOUT 0.1 MILE N
 MD1620'OF THE NEW BRICK BUILDING OF BIG LAKE
 MD1620'CHURCH OF GOD, 131.19 FEET OR 39.987 METERS ESE IN AZIMUTH 297 DEG 29
 MD1620'MIN 48.8 SEC FROM TRIANGULATION STATION
 MD1620'BIG, 44 FEET W OF CENTER LINE OF SAID HWY., 1.0 FEET
 MD1620'HIGHER THAN SAME, 28 FEET S OF CENTER LINE OF ASPHALT
 MD1620'COUNTY LINE ROAD, 5.3 FEET SSW OF
 MD1620'CENTER OF A POWER POLE, A STANDARD U.S. GEOLOGICAL SURVEY DISK IS
 MD1620'STAMPED 153 M 940 1934 AND SET IN TOP
 MD1620'OF A CONCRETE POST THAT PROJECTS 0.4 FOOT ABOVE GROUND.
 MD1620
 MD1620                          STATION RECOVERY (1966)
 MD1620
 MD1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1620'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MD1620'STATE ROUTE 109 AND COUNTY
 MD1620'LINE N ROAD, ABOUT 7.5 MILES NORTH OF COLUMBIA CITY.
 MD1620'
 MD1620'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 109 IN
 MD1620'COLUMBIA CITY, GO NORTH ON
 MD1620'STATE ROUTE 109 FOR 7.5 MILES TO COUNTY LINE N ROAD ON THE LEFT AND
 MD1620'THE MARK AS DESCRIBED.
 MD1620'
 MD1620'THE MARK IS 44 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 MD1620'109, 29 FEET SOUTH OF THE
 MD1620'APPROXIMATE CENTER OF COUNTY LINE N ROAD, 28 FEET NORTH OF A
 MD1620'TELEPHONE POLE, AND 5 FEET
 MD1620'SOUTH-SOUTHEAST OF A UTILITY AND LIGHT POLE.  IT IS A BRONZE DISK
 MD1620'SET IN THE TOP OF AN 8-INCH,
 MD1620'SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 MD1620'THE DISK IS STAMPED 153 M 940 1934.
 MD1620'
 MD1620'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 MD1620'STATION BIG 1946, THE
 MD1620'HORIZONTAL MEASURED DISTANCE BEING 131.22 FEET - 39.996 METERS.
 MD1620'
 MD1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.5 MILES NORTH OF
 MD1620'COLUMBIA CITY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1363 ***********************************************************************
 JA1363  DESIGNATION -  153+76.1 USE
 JA1363  PID         -  JA1363
 JA1363  STATE/COUNTY-  IN/KNOX
 JA1363  COUNTRY     -  US
 JA1363  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1363
 JA1363                         *CURRENT SURVEY CONTROL
 JA1363  ______________________________________________________________________
 JA1363* NAD 83(1986) POSITION- 38 30 00.     (N) 087 39 29.     (W)   SCALED
 JA1363* NAVD 88 ORTHO HEIGHT -   126.439 (meters)      414.83  (feet) ADJUSTED
 JA1363  ______________________________________________________________________
 JA1363  GEOID HEIGHT    -        -31.435 (meters)                     GEOID18
 JA1363  DYNAMIC HEIGHT  -        126.360 (meters)      414.57  (feet) COMP
 JA1363  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JA1363
 JA1363  VERT ORDER      -  FIRST     CLASS II
 JA1363
 JA1363.The horizontal coordinates were scaled from a map and have
 JA1363.an estimated accuracy of +/- 6 seconds.
 JA1363
 JA1363.The orthometric height was determined by differential leveling and
 JA1363.adjusted by the NATIONAL GEODETIC SURVEY
 JA1363.in June 1991.
 JA1363
 JA1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1363.GEOID18 height accuracy estimate available here.
 JA1363
 JA1363.Click photographs - Photos may exist for this station.
 JA1363
 JA1363.The dynamic height is computed by dividing the NAVD 88
 JA1363.geopotential number by the normal gravity value computed on the
 JA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1363.degrees latitude (g = 980.6199 gals.).
 JA1363
 JA1363.The modeled gravity was interpolated from observed gravity values.
 JA1363
 JA1363;                    North         East    Units  Estimated Accuracy
 JA1363;SPC IN W     -   361,150.      849,870.      MT  (+/- 180 meters Scaled)
 JA1363
 JA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH426614(NAD 83)
 JA1363
 JA1363                          SUPERSEDED SURVEY CONTROL
 JA1363
 JA1363  NGVD 29 (??/??/92)  126.574  (m)          415.27   (f) ADJ UNCH    1 2
 JA1363
 JA1363.Superseded values are not recommended for survey control.
 JA1363
 JA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1363.See file dsdata.pdf to determine how the superseded data were derived.
 JA1363
 JA1363_MARKER: DD = SURVEY DISK
 JA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1363_STAMPING: 153 + 76.1
 JA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1363+STABILITY: SURFACE MOTION
 JA1363
 JA1363  HISTORY     - Date     Condition        Report By
 JA1363  HISTORY     - UNK      MONUMENTED       USACE
 JA1363  HISTORY     - 1954     GOOD             CGS
 JA1363
 JA1363                          STATION DESCRIPTION
 JA1363
 JA1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1363'7.6 MI SW FROM BEAL.
 JA1363'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1363'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1363'GRAVEL ROAD, THENCE ABOUT 4.9 MILES SOUTHWEST AND SOUTH ALONG TOP
 JA1363'OF LEVEE ON LEFT BANK OF WABASH RIVER, ABOUT 0.2 MILE EAST OF A
 JA1363'10-FOOT CONCRETE CULVERT UNDER LEVEE, ABOUT 0.5 MILE EAST OF A
 JA1363'POINT WHERE A ROAD LEADS SOUTH FROM LEVEE, AT A SLIGHT TURN IN
 JA1363'LEVEE WITH TANGENTS EXTENDING WEST-NORTHWEST AND EAST-NORTHEAST,
 JA1363'3 FEET SOUTH OF CENTER OF TOP OF LEVEE, 3.8 FEET NORTH OF A WHITE
 JA1363'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JA1363'FLUSH WITH GROUND.  NOTE-- MARK MAY BE REACHED FROM THE FERRY
 JA1363'LANDING OPPOSITE MT. CARMEL, WABASH COUNTY, ILLINOIS BY GOING
 JA1363'ABOUT 10.0 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING LEFT
 JA1363'BANK OF WABASH RIVER, THENCE ABOUT 0.35 MILE NORTH ALONG A
 JA1363'GRADED ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG LEVEE ON
 JA1363'LEFT BANK OF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1537 ***********************************************************************
 KA1537  DESIGNATION -  155.8
 KA1537  PID         -  KA1537
 KA1537  STATE/COUNTY-  IN/VERMILLION
 KA1537  COUNTRY     -  US
 KA1537  USGS QUAD   -  DANA (2019)
 KA1537
 KA1537                         *CURRENT SURVEY CONTROL
 KA1537  ______________________________________________________________________
 KA1537* NAD 83(1986) POSITION- 39 45 27.     (N) 087 23 05.     (W)   SCALED
 KA1537* NAVD 88 ORTHO HEIGHT -   152.108 (meters)      499.04  (feet) ADJUSTED
 KA1537  ______________________________________________________________________
 KA1537  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA1537  DYNAMIC HEIGHT  -        152.024 (meters)      498.77  (feet) COMP
 KA1537  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 KA1537
 KA1537  VERT ORDER      -  SECOND    CLASS 0
 KA1537
 KA1537.The horizontal coordinates were scaled from a map and have
 KA1537.an estimated accuracy of +/- 6 seconds.
 KA1537
 KA1537.The orthometric height was determined by differential leveling and
 KA1537.adjusted by the NATIONAL GEODETIC SURVEY
 KA1537.in June 1991.
 KA1537
 KA1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1537.GEOID18 height accuracy estimate available here.
 KA1537
 KA1537.Click photographs - Photos may exist for this station.
 KA1537
 KA1537.The dynamic height is computed by dividing the NAVD 88
 KA1537.geopotential number by the normal gravity value computed on the
 KA1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1537.degrees latitude (g = 980.6199 gals.).
 KA1537
 KA1537.The modeled gravity was interpolated from observed gravity values.
 KA1537
 KA1537;                    North         East    Units  Estimated Accuracy
 KA1537;SPC IN W     -   500,640.      874,170.      MT  (+/- 180 meters Scaled)
 KA1537
 KA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK670009(NAD 83)
 KA1537
 KA1537                          SUPERSEDED SURVEY CONTROL
 KA1537
 KA1537  NGVD 29 (??/??/92)  152.209  (m)          499.37   (f) ADJ UNCH    2 0
 KA1537
 KA1537.Superseded values are not recommended for survey control.
 KA1537
 KA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1537.See file dsdata.pdf to determine how the superseded data were derived.
 KA1537
 KA1537_MARKER: B = BOLT
 KA1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1537_SP_SET: SEMAPHORE
 KA1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1537
 KA1537  HISTORY     - Date     Condition        Report By
 KA1537  HISTORY     - UNK      MONUMENTED       LOCENG
 KA1537  HISTORY     - 1935     GOOD             CGS
 KA1537
 KA1537                          STATION DESCRIPTION
 KA1537
 KA1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA1537'7.1 MI N FROM CLINTON.
 KA1537'7.1 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1537'FROM THE STATION AT CLINTON, VERMILLION COUNTY, 1.2 MILES SOUTH
 KA1537'OF HILLSDALE, AND IN THE SOUTHWEST CORNER OF THE CONCRETE BASE
 KA1537'OF SEMAPHORE 155.8.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1604 ***********************************************************************
 LB1604  DESIGNATION -  157.992
 LB1604  PID         -  LB1604
 LB1604  STATE/COUNTY-  IN/WARREN
 LB1604  COUNTRY     -  US
 LB1604  USGS QUAD   -  TAB (2019)
 LB1604
 LB1604                         *CURRENT SURVEY CONTROL
 LB1604  ______________________________________________________________________
 LB1604* NAD 83(1986) POSITION- 40 26 34.     (N) 087 28 33.     (W)   SCALED
 LB1604* NAVD 88 ORTHO HEIGHT -   222.532 (meters)      730.09  (feet) ADJUSTED
 LB1604  ______________________________________________________________________
 LB1604  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 LB1604  DYNAMIC HEIGHT  -        222.422 (meters)      729.73  (feet) COMP
 LB1604  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 LB1604
 LB1604  VERT ORDER      -  FIRST     CLASS II
 LB1604
 LB1604.The horizontal coordinates were scaled from a map and have
 LB1604.an estimated accuracy of +/- 6 seconds.
 LB1604
 LB1604.The orthometric height was determined by differential leveling and
 LB1604.adjusted by the NATIONAL GEODETIC SURVEY
 LB1604.in June 1991.
 LB1604
 LB1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1604.GEOID18 height accuracy estimate available here.
 LB1604
 LB1604.Click photographs - Photos may exist for this station.
 LB1604
 LB1604.The dynamic height is computed by dividing the NAVD 88
 LB1604.geopotential number by the normal gravity value computed on the
 LB1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1604.degrees latitude (g = 980.6199 gals.).
 LB1604
 LB1604.The modeled gravity was interpolated from observed gravity values.
 LB1604
 LB1604;                    North         East    Units  Estimated Accuracy
 LB1604;SPC IN W     -   576,760.      866,700.      MT  (+/- 180 meters Scaled)
 LB1604
 LB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596770(NAD 83)
 LB1604
 LB1604                          SUPERSEDED SURVEY CONTROL
 LB1604
 LB1604  NGVD 29 (??/??/92)  222.572  (m)          730.22   (f) ADJ UNCH    1 2
 LB1604
 LB1604.Superseded values are not recommended for survey control.
 LB1604
 LB1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1604.See file dsdata.pdf to determine how the superseded data were derived.
 LB1604
 LB1604_MARKER: X = CHISELED CROSS
 LB1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1604_SP_SET: CULVERT
 LB1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1604
 LB1604  HISTORY     - Date     Condition        Report By
 LB1604  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1604  HISTORY     - 1934     GOOD             CGS
 LB1604
 LB1604                          STATION DESCRIPTION
 LB1604
 LB1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1604'1.9 MI N FROM TAB.
 LB1604'1.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1604'AT TAB, WARREN COUNTY, ABOUT 1/8 MILE NORTH OF A DIRT-ROAD CROSSING,
 LB1604'AT CULVERT 103.62, ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LB1604'HEADWALL, 20 FEET WEST OF THE WEST RAIL, AND ABOUT 6 FEET LOWER
 LB1604'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1241 ***********************************************************************
 LB1241  DESIGNATION -  159.521
 LB1241  PID         -  LB1241
 LB1241  STATE/COUNTY-  IN/BENTON
 LB1241  COUNTRY     -  US
 LB1241  USGS QUAD   -  EARL PARK (2019)
 LB1241
 LB1241                         *CURRENT SURVEY CONTROL
 LB1241  ______________________________________________________________________
 LB1241* NAD 83(1986) POSITION- 40 39 06.     (N) 087 27 12.     (W)   SCALED
 LB1241* NAVD 88 ORTHO HEIGHT -   223.000 (meters)      731.63  (feet) ADJUSTED
 LB1241  ______________________________________________________________________
 LB1241  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 LB1241  DYNAMIC HEIGHT  -        222.894 (meters)      731.28  (feet) COMP
 LB1241  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 LB1241
 LB1241  VERT ORDER      -  FIRST     CLASS II
 LB1241
 LB1241.The horizontal coordinates were scaled from a map and have
 LB1241.an estimated accuracy of +/- 6 seconds.
 LB1241
 LB1241.The orthometric height was determined by differential leveling and
 LB1241.adjusted by the NATIONAL GEODETIC SURVEY
 LB1241.in June 1991.
 LB1241
 LB1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1241.GEOID18 height accuracy estimate available here.
 LB1241
 LB1241.Click photographs - Photos may exist for this station.
 LB1241
 LB1241.The dynamic height is computed by dividing the NAVD 88
 LB1241.geopotential number by the normal gravity value computed on the
 LB1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1241.degrees latitude (g = 980.6199 gals.).
 LB1241
 LB1241.The modeled gravity was interpolated from observed gravity values.
 LB1241
 LB1241;                    North         East    Units  Estimated Accuracy
 LB1241;SPC IN W     -   599,940.      868,710.      MT  (+/- 180 meters Scaled)
 LB1241
 LB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616001(NAD 83)
 LB1241
 LB1241                          SUPERSEDED SURVEY CONTROL
 LB1241
 LB1241  NGVD 29 (??/??/92)  223.049  (m)          731.79   (f) ADJ UNCH    1 2
 LB1241
 LB1241.Superseded values are not recommended for survey control.
 LB1241
 LB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1241.See file dsdata.pdf to determine how the superseded data were derived.
 LB1241
 LB1241_MARKER: X = CHISELED CROSS
 LB1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1241_SP_SET: BRIDGE PARAPET
 LB1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1241
 LB1241  HISTORY     - Date     Condition        Report By
 LB1241  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1241  HISTORY     - 1934     GOOD             CGS
 LB1241
 LB1241                          STATION DESCRIPTION
 LB1241
 LB1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1241'2 MI N FROM FREE.
 LB1241'2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1241'STATION AT FREE, BENTON COUNTY, AT HAWKINS, 1/8 MILE SOUTH OF
 LB1241'MILEPOST 89, ABOUT 300 YARDS NORTH OF A GRAIN ELEVATOR, AT BRIDGE
 LB1241'89.16, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTH PARAPET,
 LB1241'21 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 LB1241'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1455 ***********************************************************************
 HA1455  DESIGNATION -  16 M
 HA1455  PID         -  HA1455
 HA1455  STATE/COUNTY-  IN/PERRY
 HA1455  COUNTRY     -  US
 HA1455  USGS QUAD   -  ROME (2019)
 HA1455
 HA1455                         *CURRENT SURVEY CONTROL
 HA1455  ______________________________________________________________________
 HA1455* NAD 83(1997) POSITION- 37 56 39.40971(N) 086 34 50.14863(W)   ADJUSTED
 HA1455* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 HA1455  ______________________________________________________________________
 HA1455  GEOID HEIGHT    -        -32.325 (meters)                     GEOID18
 HA1455  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 HA1455  HORZ ORDER      -  SECOND
 HA1455
 HA1455.The horizontal coordinates were established by classical geodetic methods
 HA1455.and adjusted by the National Geodetic Survey in May 1999.
 HA1455
 HA1455.The orthometric height was scaled from a topographic map.
 HA1455
 HA1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1455.GEOID18 height accuracy estimate available here.
 HA1455
 HA1455.Click photographs - Photos may exist for this station.
 HA1455
 HA1455.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1455
 HA1455. The following values were computed from the NAD 83(1997) position.
 HA1455
 HA1455;                    North         East     Units Scale Factor Converg.
 HA1455;SPC IN W     -   299,428.799   944,188.639   MT  0.99999071   +0 18 32.9
 HA1455;SPC IN W     -   982,375.98  3,097,725.56   sFT  0.99999071   +0 18 32.9
 HA1455;UTM  16      - 4,199,715.785   536,850.401   MT  0.99961672   +0 15 28.4
 HA1455
 HA1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1455!SPC IN W     -   0.99996790  x   0.99999071  =   0.99995861
 HA1455!UTM  16      -   0.99996790  x   0.99961672  =   0.99958463
 HA1455
 HA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3685099715(NAD 83)
 HA1455
 HA1455                          SUPERSEDED SURVEY CONTROL
 HA1455
 HA1455  NAD 83(1993)-  37 56 39.41226(N)    086 34 50.14764(W) AD(       ) 2
 HA1455  NAD 83(1986)-  37 56 39.41932(N)    086 34 50.15122(W) AD(       ) 2
 HA1455  NAD 27      -  37 56 39.20400(N)    086 34 50.21900(W) AD(       ) 2
 HA1455
 HA1455.Superseded values are not recommended for survey control.
 HA1455
 HA1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1455.See file dsdata.pdf to determine how the superseded data were derived.
 HA1455
 HA1455_MARKER: DB = BENCH MARK DISK
 HA1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1455_STAMPING: 16 M 778 1945
 HA1455_MARK LOGO: USGS
 HA1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1455+STABILITY: SURFACE MOTION
 HA1455
 HA1455  HISTORY     - Date     Condition        Report By
 HA1455  HISTORY     - 1945     MONUMENTED       USGS
 HA1455
 HA1455                          STATION DESCRIPTION
 HA1455
 HA1455'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (WJC)
 HA1455'THIS BENCH MARK IS ABOUT 9 MILES EAST NORTHEAST OF CANNELTON, ABOUT 6
 HA1455'MILES SOUTH-SOUTHWEST OF DERBY, 15 FEET SOUTH OF THE CENTERLINE OF
 HA1455'STATE HIGHWAY 66 AND IN THE EDGE OF A WOODS. A TRAVERSE CONNECTION
 HA1455'WAS MADE TO TRIANGULATION STATION BEAR, THE DISTANCE BEING 27.784
 HA1455'METERS (91.15 FEET). THE MARK WAS FOUND IN GOOD CONDITION AND WAS A
 HA1455'STANDARD USGS BRONZE DISK SET IN CONCRETE. THE MARK PROJECTS 4 INCHES
 HA1455'AND THE DISK IS STAMPED USGS BM 16 M 778 FEET 1945.
 HA1455'
 HA1455'TO REACH FROM THE SOUTHWEST END OF WASHINGTON STREET IN CANNELTON, GO
 HA1455'EASTERLY ON STATE HIGHWAY 66 FOR 4.9 MILES TO THE JUNCTION WITH
 HA1455'STATE HIGHWAY 166, CONTINUE ON STATE HIGHWAY 66 FOR 6.3 MILES TO THE
 HA1455'MARK ON THE RIGHT JUST AFTER PASSING A GRAVEL SIDE ROAD ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2180 ***********************************************************************
 JZ2180  DESIGNATION -  16 WSM
 JZ2180  PID         -  JZ2180
 JZ2180  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2180  COUNTRY     -  US
 JZ2180  USGS QUAD   -  HOPE (2019)
 JZ2180
 JZ2180                         *CURRENT SURVEY CONTROL
 JZ2180  ______________________________________________________________________
 JZ2180* NAD 83(1986) POSITION- 39 18 13.     (N) 085 46 16.     (W)   SCALED
 JZ2180* NAVD 88 ORTHO HEIGHT -   218.257 (meters)      716.06  (feet) ADJUSTED
 JZ2180  ______________________________________________________________________
 JZ2180  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2180  DYNAMIC HEIGHT  -        218.123 (meters)      715.63  (feet) COMP
 JZ2180  MODELED GRAVITY -    980,009.7   (mgal)                       NAVD 88
 JZ2180
 JZ2180  VERT ORDER      -  SECOND    CLASS 0
 JZ2180
 JZ2180.The horizontal coordinates were scaled from a map and have
 JZ2180.an estimated accuracy of +/- 6 seconds.
 JZ2180
 JZ2180.The orthometric height was determined by differential leveling and
 JZ2180.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2180.in June 1991.
 JZ2180
 JZ2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2180.GEOID18 height accuracy estimate available here.
 JZ2180
 JZ2180.Click photographs - Photos may exist for this station.
 JZ2180
 JZ2180.The dynamic height is computed by dividing the NAVD 88
 JZ2180.geopotential number by the normal gravity value computed on the
 JZ2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2180.degrees latitude (g = 980.6199 gals.).
 JZ2180
 JZ2180.The modeled gravity was interpolated from observed gravity values.
 JZ2180
 JZ2180;                    North         East    Units  Estimated Accuracy
 JZ2180;SPC IN E     -   450,210.       90,990.      MT  (+/- 180 meters Scaled)
 JZ2180
 JZ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059511(NAD 83)
 JZ2180
 JZ2180                          SUPERSEDED SURVEY CONTROL
 JZ2180
 JZ2180  NGVD 29 (??/??/92)  218.376  (m)          716.46   (f) ADJ UNCH    2 0
 JZ2180
 JZ2180.Superseded values are not recommended for survey control.
 JZ2180
 JZ2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2180.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2180
 JZ2180_MARKER: DD = SURVEY DISK
 JZ2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2180_STAMPING: 717 16 WSM 1946
 JZ2180_MARK LOGO: USGS
 JZ2180_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2180+STABILITY: SURFACE MOTION
 JZ2180
 JZ2180  HISTORY     - Date     Condition        Report By
 JZ2180  HISTORY     - 1946     MONUMENTED       USGS
 JZ2180  HISTORY     - 1947     GOOD             CGS
 JZ2180
 JZ2180                          STATION DESCRIPTION
 JZ2180
 JZ2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2180'AT HOPE.
 JZ2180'AT HOPE, IN THE NORTHEAST CORNER OF THE TOWN PARK, 61 FEET EAST
 JZ2180'OF THE CENTER LINE OF STATE HIGHWAY 9, 62 FEET SOUTH OF THE
 JZ2180'CENTER LINE OF THE EAST-WEST STREET ALONG THE NORTH SIDE OF THE
 JZ2180'PARK, 3.7 FEET SOUTHWEST OF A STREET LAMP STANDARD, 13.6 FEET
 JZ2180'WEST OF A 28-INCH MAPLE TREE, 1 FOOT EAST OF A PIPE RAILING ALONG
 JZ2180'THE WEST SIDE OF THE PARK, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL
 JZ2180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1239 ***********************************************************************
 LB1239  DESIGNATION -  160.105
 LB1239  PID         -  LB1239
 LB1239  STATE/COUNTY-  IN/BENTON
 LB1239  COUNTRY     -  US
 LB1239  USGS QUAD   -  EARL PARK (2019)
 LB1239
 LB1239                         *CURRENT SURVEY CONTROL
 LB1239  ______________________________________________________________________
 LB1239* NAD 83(1986) POSITION- 40 38 24.     (N) 087 27 18.     (W)   SCALED
 LB1239* NAVD 88 ORTHO HEIGHT -   223.159 (meters)      732.15  (feet) ADJUSTED
 LB1239  ______________________________________________________________________
 LB1239  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 LB1239  DYNAMIC HEIGHT  -        223.053 (meters)      731.80  (feet) COMP
 LB1239  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 LB1239
 LB1239  VERT ORDER      -  FIRST     CLASS II
 LB1239
 LB1239.The horizontal coordinates were scaled from a map and have
 LB1239.an estimated accuracy of +/- 6 seconds.
 LB1239
 LB1239.The orthometric height was determined by differential leveling and
 LB1239.adjusted by the NATIONAL GEODETIC SURVEY
 LB1239.in June 1991.
 LB1239
 LB1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1239.GEOID18 height accuracy estimate available here.
 LB1239
 LB1239.Click photographs - Photos may exist for this station.
 LB1239
 LB1239.The dynamic height is computed by dividing the NAVD 88
 LB1239.geopotential number by the normal gravity value computed on the
 LB1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1239.degrees latitude (g = 980.6199 gals.).
 LB1239
 LB1239.The modeled gravity was interpolated from observed gravity values.
 LB1239
 LB1239;                    North         East    Units  Estimated Accuracy
 LB1239;SPC IN W     -   598,650.      868,560.      MT  (+/- 180 meters Scaled)
 LB1239
 LB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK615988(NAD 83)
 LB1239
 LB1239                          SUPERSEDED SURVEY CONTROL
 LB1239
 LB1239  NGVD 29 (??/??/92)  223.207  (m)          732.31   (f) ADJ UNCH    1 2
 LB1239
 LB1239.Superseded values are not recommended for survey control.
 LB1239
 LB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1239.See file dsdata.pdf to determine how the superseded data were derived.
 LB1239
 LB1239_MARKER: X = CHISELED CROSS
 LB1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1239_SP_SET: BRIDGE PARAPET
 LB1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1239
 LB1239  HISTORY     - Date     Condition        Report By
 LB1239  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1239  HISTORY     - 1946     POOR             CGS
 LB1239
 LB1239                          STATION DESCRIPTION
 LB1239
 LB1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1239'1.2 MI N FROM FREE.
 LB1239'1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1239'STATION AT FREE, BENTON COUNTY, 150 YARDS NORTH OF MILEPOST
 LB1239'90, AT BRIDGE 89.98, ON THE TOP OF THE NORTHWEST CORNER OF THE
 LB1239'NORTH PARAPET, 7 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 LB1239'LOWER THAN THE RAIL.  A CHISELED CROSS.  NOTE-- THE CONCRETE
 LB1239'PARAPET IS CRACKED AND THE PORTION IN WHICH THE MARK IS SET IS
 LB1239'IN POOR CONDITION.  THE MARK MAY HAVE BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0854 ***********************************************************************
 KA0854  DESIGNATION -  161.8
 KA0854  PID         -  KA0854
 KA0854  STATE/COUNTY-  IN/VERMILLION
 KA0854  COUNTRY     -  US
 KA0854  USGS QUAD   -  CLINTON (2019)
 KA0854
 KA0854                         *CURRENT SURVEY CONTROL
 KA0854  ______________________________________________________________________
 KA0854* NAD 83(1986) POSITION- 39 40 37.     (N) 087 24 09.     (W)   SCALED
 KA0854* NAVD 88 ORTHO HEIGHT -   153.955 (meters)      505.10  (feet) ADJUSTED
 KA0854  ______________________________________________________________________
 KA0854  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 KA0854  DYNAMIC HEIGHT  -        153.869 (meters)      504.82  (feet) COMP
 KA0854  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 KA0854
 KA0854  VERT ORDER      -  SECOND    CLASS 0
 KA0854
 KA0854.The horizontal coordinates were scaled from a map and have
 KA0854.an estimated accuracy of +/- 6 seconds.
 KA0854
 KA0854.The orthometric height was determined by differential leveling and
 KA0854.adjusted by the NATIONAL GEODETIC SURVEY
 KA0854.in June 1991.
 KA0854
 KA0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0854.GEOID18 height accuracy estimate available here.
 KA0854
 KA0854.Click photographs - Photos may exist for this station.
 KA0854
 KA0854.The dynamic height is computed by dividing the NAVD 88
 KA0854.geopotential number by the normal gravity value computed on the
 KA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0854.degrees latitude (g = 980.6199 gals.).
 KA0854
 KA0854.The modeled gravity was interpolated from observed gravity values.
 KA0854
 KA0854;                    North         East    Units  Estimated Accuracy
 KA0854;SPC IN W     -   491,700.      872,620.      MT  (+/- 180 meters Scaled)
 KA0854
 KA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654919(NAD 83)
 KA0854
 KA0854                          SUPERSEDED SURVEY CONTROL
 KA0854
 KA0854  NGVD 29 (??/??/92)  154.057  (m)          505.44   (f) ADJ UNCH    2 0
 KA0854
 KA0854.Superseded values are not recommended for survey control.
 KA0854
 KA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0854.See file dsdata.pdf to determine how the superseded data were derived.
 KA0854
 KA0854_MARKER: Q = CHISELED SQUARE
 KA0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0854_SP_SET: SEMAPHORE
 KA0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0854
 KA0854  HISTORY     - Date     Condition        Report By
 KA0854  HISTORY     - 1934     MONUMENTED       CGS
 KA0854  HISTORY     - 1935     GOOD             CGS
 KA0854  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0854
 KA0854                          STATION DESCRIPTION
 KA0854
 KA0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0854'1.5 MI NW FROM CLINTON.
 KA0854'1.5 MILES NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA0854'RAILROAD FROM THE STATION AT CLINTON, VERMILLION COUNTY, 6.8
 KA0854'MILES SOUTHEAST OF THE STATION AT HILLSDALE, AND ON THE NORTHWEST
 KA0854'CORNER OF THE BASE OF SEMAPHORE 161.8.  A CHISELED SQUARE.
 KA0854
 KA0854                          STATION RECOVERY (1986)
 KA0854
 KA0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0854'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0853 ***********************************************************************
 KA0853  DESIGNATION -  162.1
 KA0853  PID         -  KA0853
 KA0853  STATE/COUNTY-  IN/VERMILLION
 KA0853  COUNTRY     -  US
 KA0853  USGS QUAD   -  CLINTON (2019)
 KA0853
 KA0853                         *CURRENT SURVEY CONTROL
 KA0853  ______________________________________________________________________
 KA0853* NAD 83(1986) POSITION- 39 40 16.     (N) 087 24 10.     (W)   SCALED
 KA0853* NAVD 88 ORTHO HEIGHT -   152.098 (meters)      499.01  (feet) ADJUSTED
 KA0853  ______________________________________________________________________
 KA0853  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 KA0853  DYNAMIC HEIGHT  -        152.014 (meters)      498.73  (feet) COMP
 KA0853  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 KA0853
 KA0853  VERT ORDER      -  SECOND    CLASS 0
 KA0853
 KA0853.The horizontal coordinates were scaled from a map and have
 KA0853.an estimated accuracy of +/- 6 seconds.
 KA0853
 KA0853.The orthometric height was determined by differential leveling and
 KA0853.adjusted by the NATIONAL GEODETIC SURVEY
 KA0853.in June 1991.
 KA0853
 KA0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0853.GEOID18 height accuracy estimate available here.
 KA0853
 KA0853.Click photographs - Photos may exist for this station.
 KA0853
 KA0853.The dynamic height is computed by dividing the NAVD 88
 KA0853.geopotential number by the normal gravity value computed on the
 KA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0853.degrees latitude (g = 980.6199 gals.).
 KA0853
 KA0853.The modeled gravity was interpolated from observed gravity values.
 KA0853
 KA0853;                    North         East    Units  Estimated Accuracy
 KA0853;SPC IN W     -   491,050.      872,590.      MT  (+/- 180 meters Scaled)
 KA0853
 KA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654913(NAD 83)
 KA0853
 KA0853                          SUPERSEDED SURVEY CONTROL
 KA0853
 KA0853  NGVD 29 (??/??/92)  152.201  (m)          499.35   (f) ADJ UNCH    2 0
 KA0853
 KA0853.Superseded values are not recommended for survey control.
 KA0853
 KA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0853.See file dsdata.pdf to determine how the superseded data were derived.
 KA0853
 KA0853_MARKER: B = BOLT
 KA0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0853_SP_SET: WATER STANDPIPE
 KA0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0853
 KA0853  HISTORY     - Date     Condition        Report By
 KA0853  HISTORY     - 1934     MONUMENTED       CGS
 KA0853  HISTORY     - 1935     GOOD             CGS
 KA0853  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0853
 KA0853                          STATION DESCRIPTION
 KA0853
 KA0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0853'0.8 MI NW FROM CLINTON.
 KA0853'0.8 MILE NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA0853'RAILROAD FROM THE STATION AT CLINTON, VERMILLION COUNTY, 7.5
 KA0853'MILES SOUTH OF THE STATION AT HILLSDALE, EAST OF THE TRACK, ON
 KA0853'THE WEST SIDE OF A WATER STANDPIPE, AND ON THE NORTH CORNER OF
 KA0853'THE BASE.  A BOLT.
 KA0853
 KA0853                          STATION RECOVERY (1986)
 KA0853
 KA0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0853'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1238 ***********************************************************************
 LB1238  DESIGNATION -  162.496
 LB1238  PID         -  LB1238
 LB1238  STATE/COUNTY-  IN/BENTON
 LB1238  COUNTRY     -  US
 LB1238  USGS QUAD   -  EARL PARK (2019)
 LB1238
 LB1238                         *CURRENT SURVEY CONTROL
 LB1238  ______________________________________________________________________
 LB1238* NAD 83(1986) POSITION- 40 37 39.     (N) 087 27 22.     (W)   SCALED
 LB1238* NAVD 88 ORTHO HEIGHT -   223.893 (meters)      734.56  (feet) ADJUSTED
 LB1238  ______________________________________________________________________
 LB1238  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 LB1238  DYNAMIC HEIGHT  -        223.786 (meters)      734.20  (feet) COMP
 LB1238  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 LB1238
 LB1238  VERT ORDER      -  FIRST     CLASS II
 LB1238
 LB1238.The horizontal coordinates were scaled from a map and have
 LB1238.an estimated accuracy of +/- 6 seconds.
 LB1238
 LB1238.The orthometric height was determined by differential leveling and
 LB1238.adjusted by the NATIONAL GEODETIC SURVEY
 LB1238.in June 1991.
 LB1238
 LB1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1238.GEOID18 height accuracy estimate available here.
 LB1238
 LB1238.Click photographs - Photos may exist for this station.
 LB1238
 LB1238.The dynamic height is computed by dividing the NAVD 88
 LB1238.geopotential number by the normal gravity value computed on the
 LB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1238.degrees latitude (g = 980.6199 gals.).
 LB1238
 LB1238.The modeled gravity was interpolated from observed gravity values.
 LB1238
 LB1238;                    North         East    Units  Estimated Accuracy
 LB1238;SPC IN W     -   597,260.      868,460.      MT  (+/- 180 meters Scaled)
 LB1238
 LB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614975(NAD 83)
 LB1238
 LB1238                          SUPERSEDED SURVEY CONTROL
 LB1238
 LB1238  NGVD 29 (??/??/92)  223.941  (m)          734.71   (f) ADJ UNCH    1 2
 LB1238
 LB1238.Superseded values are not recommended for survey control.
 LB1238
 LB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1238.See file dsdata.pdf to determine how the superseded data were derived.
 LB1238
 LB1238_MARKER: X = CHISELED CROSS
 LB1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1238_SP_SET: CULVERT
 LB1238_STAMPING: 162.496 NYCRR
 LB1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1238
 LB1238  HISTORY     - Date     Condition        Report By
 LB1238  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1238  HISTORY     - 1946     GOOD             CGS
 LB1238
 LB1238                          STATION DESCRIPTION
 LB1238
 LB1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1238'0.4 MI N FROM FREE.
 LB1238'0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1238'STATION AT FREE, BENTON COUNTY, 0.2 MILE NORTH OF MILEPOST 91,
 LB1238'AT CULVERT 90.82, ON THE TOP OF THE NORTHEAST CORNER OF THE EAST
 LB1238'HEADWALL, 24 FEET EAST OF THE EAST RAIL, AND 1.5 FEET LOWER THAN
 LB1238'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0852 ***********************************************************************
 KA0852  DESIGNATION -  162.9
 KA0852  PID         -  KA0852
 KA0852  STATE/COUNTY-  IN/VERMILLION
 KA0852  COUNTRY     -  US
 KA0852  USGS QUAD   -  CLINTON (2019)
 KA0852
 KA0852                         *CURRENT SURVEY CONTROL
 KA0852  ______________________________________________________________________
 KA0852* NAD 83(1986) POSITION- 39 39 38.     (N) 087 23 54.     (W)   SCALED
 KA0852* NAVD 88 ORTHO HEIGHT -   151.460 (meters)      496.92  (feet) ADJUSTED
 KA0852  ______________________________________________________________________
 KA0852  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KA0852  DYNAMIC HEIGHT  -        151.375 (meters)      496.64  (feet) COMP
 KA0852  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 KA0852
 KA0852  VERT ORDER      -  SECOND    CLASS 0
 KA0852
 KA0852.The horizontal coordinates were scaled from a map and have
 KA0852.an estimated accuracy of +/- 6 seconds.
 KA0852
 KA0852.The orthometric height was determined by differential leveling and
 KA0852.adjusted by the NATIONAL GEODETIC SURVEY
 KA0852.in June 1991.
 KA0852
 KA0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0852.GEOID18 height accuracy estimate available here.
 KA0852
 KA0852.Click photographs - Photos may exist for this station.
 KA0852
 KA0852.The dynamic height is computed by dividing the NAVD 88
 KA0852.geopotential number by the normal gravity value computed on the
 KA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0852.degrees latitude (g = 980.6199 gals.).
 KA0852
 KA0852.The modeled gravity was interpolated from observed gravity values.
 KA0852
 KA0852;                    North         East    Units  Estimated Accuracy
 KA0852;SPC IN W     -   489,880.      872,970.      MT  (+/- 180 meters Scaled)
 KA0852
 KA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658901(NAD 83)
 KA0852
 KA0852                          SUPERSEDED SURVEY CONTROL
 KA0852
 KA0852  NGVD 29 (??/??/92)  151.561  (m)          497.25   (f) ADJ UNCH    2 0
 KA0852
 KA0852.Superseded values are not recommended for survey control.
 KA0852
 KA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0852.See file dsdata.pdf to determine how the superseded data were derived.
 KA0852
 KA0852_MARKER: Q = CHISELED SQUARE
 KA0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0852_SP_SET: SEMAPHORE
 KA0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0852
 KA0852  HISTORY     - Date     Condition        Report By
 KA0852  HISTORY     - 1934     MONUMENTED       CGS
 KA0852  HISTORY     - 1935     GOOD             CGS
 KA0852  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0852
 KA0852                          STATION DESCRIPTION
 KA0852
 KA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0852'AT CLINTON.
 KA0852'AT CLINTON, VERMILLION COUNTY, AT THE CHICAGO AND EASTERN
 KA0852'ILLINOIS RAILROAD STATION, AT A SEMAPHORE IN FRONT OF THE
 KA0852'STATION, AND ON THE NORTHEAST CORNER OF THE CONCRETE BASE.  A
 KA0852'CHISELED SQUARE.
 KA0852
 KA0852                          STATION RECOVERY (1986)
 KA0852
 KA0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0852'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0079 ***********************************************************************
 LB0079  DESIGNATION -  168.1
 LB0079  PID         -  LB0079
 LB0079  STATE/COUNTY-  IN/CASS
 LB0079  COUNTRY     -  US
 LB0079  USGS QUAD   -  GALVESTON (2019)
 LB0079
 LB0079                         *CURRENT SURVEY CONTROL
 LB0079  ______________________________________________________________________
 LB0079* NAD 83(1986) POSITION- 40 36 31.     (N) 086 12 20.     (W)   SCALED
 LB0079* NAVD 88 ORTHO HEIGHT -   235.924 (meters)      774.03  (feet) ADJUSTED
 LB0079  ______________________________________________________________________
 LB0079  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 LB0079  DYNAMIC HEIGHT  -        235.806 (meters)      773.64  (feet) COMP
 LB0079  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 LB0079
 LB0079  VERT ORDER      -  SECOND    CLASS 0
 LB0079
 LB0079.The horizontal coordinates were scaled from a map and have
 LB0079.an estimated accuracy of +/- 6 seconds.
 LB0079
 LB0079.The orthometric height was determined by differential leveling and
 LB0079.adjusted by the NATIONAL GEODETIC SURVEY
 LB0079.in June 1991.
 LB0079
 LB0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0079.GEOID18 height accuracy estimate available here.
 LB0079
 LB0079.Click photographs - Photos may exist for this station.
 LB0079
 LB0079.The dynamic height is computed by dividing the NAVD 88
 LB0079.geopotential number by the normal gravity value computed on the
 LB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0079.degrees latitude (g = 980.6199 gals.).
 LB0079
 LB0079.The modeled gravity was interpolated from observed gravity values.
 LB0079
 LB0079;                    North         East    Units  Estimated Accuracy
 LB0079;SPC IN E     -   595,240.       54,400.      MT  (+/- 180 meters Scaled)
 LB0079
 LB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK672956(NAD 83)
 LB0079
 LB0079                          SUPERSEDED SURVEY CONTROL
 LB0079
 LB0079  NGVD 29 (??/??/92)  236.044  (m)          774.42   (f) ADJ UNCH    2 0
 LB0079
 LB0079.Superseded values are not recommended for survey control.
 LB0079
 LB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0079.See file dsdata.pdf to determine how the superseded data were derived.
 LB0079
 LB0079_MARKER: I = METAL ROD
 LB0079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0079_SP_SET: CULVERT HEADWALL
 LB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0079+STABILITY: SURFACE MOTION
 LB0079
 LB0079  HISTORY     - Date     Condition        Report By
 LB0079  HISTORY     - UNK      MONUMENTED       PRR
 LB0079  HISTORY     - 1946     GOOD             CGS
 LB0079
 LB0079                          STATION DESCRIPTION
 LB0079
 LB0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0079'2.5 MI NW FROM GALVESTON.
 LB0079'2.5 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0079'PENNSYLVANIA RAILROAD FROM THE STATION AT GALVESTON, CASS COUNTY,
 LB0079'120 YARDS NORTHWEST OF MILEPOST 168, AT A CULVERT OVER A CREEK,
 LB0079'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, 35
 LB0079'FEET WEST OF A GRAVEL ROAD, 12 FEET EAST OF THE CENTERLINE OF THE
 LB0079'TRACK, AND ABOUT 12 INCHES LOWER THAN THE TRACK.  THE TOP OF A
 LB0079'1- BY 1-INCH REINFORCING BAR SET FLUSH WITH THE CONCRETE.
 LB0079'NOTE-- IN THE TOP OF THE EAST CULVERT OVER A CREEK SHOULD BE
 LB0079'AMENDED TO READ IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LB0079'HEADWALL OF A CULVERT OVER A CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1235 ***********************************************************************
 LB1235  DESIGNATION -  168.588
 LB1235  PID         -  LB1235
 LB1235  STATE/COUNTY-  IN/BENTON
 LB1235  COUNTRY     -  US
 LB1235  USGS QUAD   -  BOSWELL (2019)
 LB1235
 LB1235                         *CURRENT SURVEY CONTROL
 LB1235  ______________________________________________________________________
 LB1235* NAD 83(1986) POSITION- 40 36 39.     (N) 087 27 29.     (W)   SCALED
 LB1235* NAVD 88 ORTHO HEIGHT -   225.757 (meters)      740.67  (feet) ADJUSTED
 LB1235  ______________________________________________________________________
 LB1235  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 LB1235  DYNAMIC HEIGHT  -        225.649 (meters)      740.32  (feet) COMP
 LB1235  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 LB1235
 LB1235  VERT ORDER      -  FIRST     CLASS II
 LB1235
 LB1235.The horizontal coordinates were scaled from a map and have
 LB1235.an estimated accuracy of +/- 6 seconds.
 LB1235
 LB1235.The orthometric height was determined by differential leveling and
 LB1235.adjusted by the NATIONAL GEODETIC SURVEY
 LB1235.in June 1991.
 LB1235
 LB1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1235.GEOID18 height accuracy estimate available here.
 LB1235
 LB1235.Click photographs - Photos may exist for this station.
 LB1235
 LB1235.The dynamic height is computed by dividing the NAVD 88
 LB1235.geopotential number by the normal gravity value computed on the
 LB1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1235.degrees latitude (g = 980.6199 gals.).
 LB1235
 LB1235.The modeled gravity was interpolated from observed gravity values.
 LB1235
 LB1235;                    North         East    Units  Estimated Accuracy
 LB1235;SPC IN W     -   595,410.      868,290.      MT  (+/- 180 meters Scaled)
 LB1235
 LB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK612956(NAD 83)
 LB1235
 LB1235                          SUPERSEDED SURVEY CONTROL
 LB1235
 LB1235  NGVD 29 (??/??/92)  225.805  (m)          740.83   (f) ADJ UNCH    1 2
 LB1235
 LB1235.Superseded values are not recommended for survey control.
 LB1235
 LB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1235.See file dsdata.pdf to determine how the superseded data were derived.
 LB1235
 LB1235_MARKER: X = CHISELED CROSS
 LB1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1235_SP_SET: CULVERT
 LB1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1235
 LB1235  HISTORY     - Date     Condition        Report By
 LB1235  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1235  HISTORY     - 1946     GOOD             CGS
 LB1235
 LB1235                          STATION DESCRIPTION
 LB1235
 LB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1235'0.7 MI S FROM FREE.
 LB1235'0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1235'STATION AT FREE, BENTON COUNTY, 135 YARDS NORTH OF MILEPOST 92,
 LB1235'54 FEET NORTH OF A WHISTLE POST, 30 FEET SOUTH OF THE SWITCH TO
 LB1235'A SIDING, AT CULVERT 91.98, ON THE TOP OF THE NORTHWEST CORNER
 LB1235'OF THE WEST HEADWALL, 14 FEET WEST OF THE WEST RAIL, AND ABOUT
 LB1235'4 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0546 ***********************************************************************
 HA0546  DESIGNATION -  170 WSM
 HA0546  PID         -  HA0546
 HA0546  STATE/COUNTY-  IN/SPENCER
 HA0546  COUNTRY     -  US
 HA0546  USGS QUAD   -  LEWISPORT (2019)
 HA0546
 HA0546                         *CURRENT SURVEY CONTROL
 HA0546  ______________________________________________________________________
 HA0546* NAD 83(1986) POSITION- 37 58 37.     (N) 086 53 14.     (W)   SCALED
 HA0546* NAVD 88 ORTHO HEIGHT -   124.110 (meters)      407.18  (feet) ADJUSTED
 HA0546  ______________________________________________________________________
 HA0546  GEOID HEIGHT    -        -31.660 (meters)                     GEOID18
 HA0546  DYNAMIC HEIGHT  -        124.025 (meters)      406.91  (feet) COMP
 HA0546  MODELED GRAVITY -    979,945.0   (mgal)                       NAVD 88
 HA0546
 HA0546  VERT ORDER      -  FIRST     CLASS II
 HA0546
 HA0546.The horizontal coordinates were scaled from a map and have
 HA0546.an estimated accuracy of +/- 6 seconds.
 HA0546
 HA0546.The orthometric height was determined by differential leveling and
 HA0546.adjusted by the NATIONAL GEODETIC SURVEY
 HA0546.in June 1991.
 HA0546
 HA0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0546.GEOID18 height accuracy estimate available here.
 HA0546
 HA0546.Click photographs - Photos may exist for this station.
 HA0546
 HA0546.The dynamic height is computed by dividing the NAVD 88
 HA0546.geopotential number by the normal gravity value computed on the
 HA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0546.degrees latitude (g = 980.6199 gals.).
 HA0546
 HA0546.The modeled gravity was interpolated from observed gravity values.
 HA0546
 HA0546;                    North         East    Units  Estimated Accuracy
 HA0546;SPC IN W     -   302,950.      917,230.      MT  (+/- 180 meters Scaled)
 HA0546
 HA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH099032(NAD 83)
 HA0546
 HA0546                          SUPERSEDED SURVEY CONTROL
 HA0546
 HA0546  NGVD 29 (??/??/92)  124.218  (m)          407.54   (f) ADJ UNCH    1 2
 HA0546
 HA0546.Superseded values are not recommended for survey control.
 HA0546
 HA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0546.See file dsdata.pdf to determine how the superseded data were derived.
 HA0546
 HA0546_MARKER: DB = BENCH MARK DISK
 HA0546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0546_SP_SET: CULVERT HEADWALL
 HA0546_STAMPING: WSM 170 408 1958
 HA0546_MARK LOGO: USGS
 HA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0546+STABILITY: SURFACE MOTION
 HA0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0546+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 HA0546
 HA0546  HISTORY     - Date     Condition        Report By
 HA0546  HISTORY     - 1958     MONUMENTED       USGS
 HA0546  HISTORY     - 1965     GOOD             CGS
 HA0546  HISTORY     - 20100928 GOOD             GEOCAC
 HA0546
 HA0546                          STATION DESCRIPTION
 HA0546
 HA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0546'5.5 MI NW FROM TROY.
 HA0546'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS
 HA0546'CATHOLIC CHURCH AT TROY, OR ABOUT 6.6 MILES NORTHEAST ALONG STATE
 HA0546'HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, IN SECTION 20, T 6 S,
 HA0546'R 4 W, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 HA0546'IN THE CENTER OF THE TOP OF THE SOUTHEAST HEADWALL OF A CONCRETE
 HA0546'CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
 HA0546
 HA0546                          STATION RECOVERY (2010)
 HA0546
 HA0546'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0546'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1242 ***********************************************************************
 LB1242  DESIGNATION -  170.405
 LB1242  PID         -  LB1242
 LB1242  STATE/COUNTY-  IN/BENTON
 LB1242  COUNTRY     -  US
 LB1242  USGS QUAD   -  EARL PARK (2019)
 LB1242
 LB1242                         *CURRENT SURVEY CONTROL
 LB1242  ______________________________________________________________________
 LB1242* NAD 83(1986) POSITION- 40 39 51.     (N) 087 27 07.     (W)   SCALED
 LB1242* NAVD 88 ORTHO HEIGHT -   226.147 (meters)      741.95  (feet) ADJUSTED
 LB1242  ______________________________________________________________________
 LB1242  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 LB1242  DYNAMIC HEIGHT  -        226.041 (meters)      741.60  (feet) COMP
 LB1242  MODELED GRAVITY -    980,148.6   (mgal)                       NAVD 88
 LB1242
 LB1242  VERT ORDER      -  FIRST     CLASS II
 LB1242
 LB1242.The horizontal coordinates were scaled from a map and have
 LB1242.an estimated accuracy of +/- 6 seconds.
 LB1242
 LB1242.The orthometric height was determined by differential leveling and
 LB1242.adjusted by the NATIONAL GEODETIC SURVEY
 LB1242.in June 1991.
 LB1242
 LB1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1242.GEOID18 height accuracy estimate available here.
 LB1242
 LB1242.Click photographs - Photos may exist for this station.
 LB1242
 LB1242.The dynamic height is computed by dividing the NAVD 88
 LB1242.geopotential number by the normal gravity value computed on the
 LB1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1242.degrees latitude (g = 980.6199 gals.).
 LB1242
 LB1242.The modeled gravity was interpolated from observed gravity values.
 LB1242
 LB1242;                    North         East    Units  Estimated Accuracy
 LB1242;SPC IN W     -   601,330.      868,830.      MT  (+/- 180 meters Scaled)
 LB1242
 LB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617015(NAD 83)
 LB1242
 LB1242                          SUPERSEDED SURVEY CONTROL
 LB1242
 LB1242  NGVD 29 (??/??/92)  226.196  (m)          742.11   (f) ADJ UNCH    1 2
 LB1242
 LB1242.Superseded values are not recommended for survey control.
 LB1242
 LB1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1242.See file dsdata.pdf to determine how the superseded data were derived.
 LB1242
 LB1242_MARKER: X = CHISELED CROSS
 LB1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1242_SP_SET: BRIDGE PARAPET
 LB1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1242
 LB1242  HISTORY     - Date     Condition        Report By
 LB1242  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1242  HISTORY     - 1934     GOOD             CGS
 LB1242
 LB1242                          STATION DESCRIPTION
 LB1242
 LB1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1242'2.9 MI S FROM SHEFF.
 LB1242'2.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1242'STATION AT SHEFF, BENTON COUNTY, 0.3 MILE SOUTH OF MILEPOST 88,
 LB1242'AT BRIDGE 88.27, ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH
 LB1242'PARAPET, 9 FEET WEST OF THE WEST RAIL, AND 1.5 FEET LOWER THAN
 LB1242'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1224 ***********************************************************************
 LB1224  DESIGNATION -  174.608
 LB1224  PID         -  LB1224
 LB1224  STATE/COUNTY-  IN/BENTON
 LB1224  COUNTRY     -  US
 LB1224  USGS QUAD   -  BOSWELL (2019)
 LB1224
 LB1224                         *CURRENT SURVEY CONTROL
 LB1224  ______________________________________________________________________
 LB1224* NAD 83(1986) POSITION- 40 30 07.     (N) 087 28 16.     (W)   SCALED
 LB1224* NAVD 88 ORTHO HEIGHT -   228.032 (meters)      748.14  (feet) ADJUSTED
 LB1224  ______________________________________________________________________
 LB1224  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 LB1224  DYNAMIC HEIGHT  -        227.921 (meters)      747.77  (feet) COMP
 LB1224  MODELED GRAVITY -    980,130.6   (mgal)                       NAVD 88
 LB1224
 LB1224  VERT ORDER      -  FIRST     CLASS II
 LB1224
 LB1224.The horizontal coordinates were scaled from a map and have
 LB1224.an estimated accuracy of +/- 6 seconds.
 LB1224
 LB1224.The orthometric height was determined by differential leveling and
 LB1224.adjusted by the NATIONAL GEODETIC SURVEY
 LB1224.in June 1991.
 LB1224
 LB1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1224.GEOID18 height accuracy estimate available here.
 LB1224
 LB1224.Click photographs - Photos may exist for this station.
 LB1224
 LB1224.The dynamic height is computed by dividing the NAVD 88
 LB1224.geopotential number by the normal gravity value computed on the
 LB1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1224.degrees latitude (g = 980.6199 gals.).
 LB1224
 LB1224.The modeled gravity was interpolated from observed gravity values.
 LB1224
 LB1224;                    North         East    Units  Estimated Accuracy
 LB1224;SPC IN W     -   583,320.      867,130.      MT  (+/- 180 meters Scaled)
 LB1224
 LB1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600835(NAD 83)
 LB1224
 LB1224                          SUPERSEDED SURVEY CONTROL
 LB1224
 LB1224  NGVD 29 (??/??/92)  228.074  (m)          748.27   (f) ADJ UNCH    1 2
 LB1224
 LB1224.Superseded values are not recommended for survey control.
 LB1224
 LB1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1224.See file dsdata.pdf to determine how the superseded data were derived.
 LB1224
 LB1224_MARKER: X = CHISELED CROSS
 LB1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1224_SP_SET: SIGNAL FOUNDATION
 LB1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1224
 LB1224  HISTORY     - Date     Condition        Report By
 LB1224  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1224  HISTORY     - 1934     GOOD             CGS
 LB1224
 LB1224                          STATION DESCRIPTION
 LB1224
 LB1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1224'AT HANDY.
 LB1224'AT HANDY, ON THE NEW YORK CENTRAL RAILROAD, 140 YARDS NORTH OF
 LB1224'THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LB1224'AT SIGNAL W, ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 LB1224'FOUNDATION, 6 FEET WEST OF THE WEST RAIL OF THE N.Y.C.R.R. MAIN
 LB1224'TRACK, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1234 ***********************************************************************
 LB1234  DESIGNATION -  175.970
 LB1234  PID         -  LB1234
 LB1234  STATE/COUNTY-  IN/BENTON
 LB1234  COUNTRY     -  US
 LB1234  USGS QUAD   -  BOSWELL (2019)
 LB1234
 LB1234                         *CURRENT SURVEY CONTROL
 LB1234  ______________________________________________________________________
 LB1234* NAD 83(1986) POSITION- 40 36 11.     (N) 087 27 31.     (W)   SCALED
 LB1234* NAVD 88 ORTHO HEIGHT -   227.998 (meters)      748.02  (feet) ADJUSTED
 LB1234  ______________________________________________________________________
 LB1234  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 LB1234  DYNAMIC HEIGHT  -        227.889 (meters)      747.67  (feet) COMP
 LB1234  MODELED GRAVITY -    980,140.4   (mgal)                       NAVD 88
 LB1234
 LB1234  VERT ORDER      -  FIRST     CLASS II
 LB1234
 LB1234.The horizontal coordinates were scaled from a map and have
 LB1234.an estimated accuracy of +/- 6 seconds.
 LB1234
 LB1234.The orthometric height was determined by differential leveling and
 LB1234.adjusted by the NATIONAL GEODETIC SURVEY
 LB1234.in June 1991.
 LB1234
 LB1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1234.GEOID18 height accuracy estimate available here.
 LB1234
 LB1234.Click photographs - Photos may exist for this station.
 LB1234
 LB1234.The dynamic height is computed by dividing the NAVD 88
 LB1234.geopotential number by the normal gravity value computed on the
 LB1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1234.degrees latitude (g = 980.6199 gals.).
 LB1234
 LB1234.The modeled gravity was interpolated from observed gravity values.
 LB1234
 LB1234;                    North         East    Units  Estimated Accuracy
 LB1234;SPC IN W     -   594,550.      868,240.      MT  (+/- 180 meters Scaled)
 LB1234
 LB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK611947(NAD 83)
 LB1234
 LB1234                          SUPERSEDED SURVEY CONTROL
 LB1234
 LB1234  NGVD 29 (??/??/92)  228.044  (m)          748.17   (f) ADJ UNCH    1 2
 LB1234
 LB1234.Superseded values are not recommended for survey control.
 LB1234
 LB1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1234.See file dsdata.pdf to determine how the superseded data were derived.
 LB1234
 LB1234_MARKER: X = CHISELED CROSS
 LB1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1234_SP_SET: CULVERT
 LB1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1234
 LB1234  HISTORY     - Date     Condition        Report By
 LB1234  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1234  HISTORY     - 1934     GOOD             CGS
 LB1234
 LB1234                          STATION DESCRIPTION
 LB1234
 LB1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1234'1.3 MI S FROM FREE.
 LB1234'1.3 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1234'STATION AT FREE, BENTON COUNTY, 51 FEET SOUTH OF A WHISTLE POST,
 LB1234'AT CULVERT 92.50, ON THE TOP OF THE NORTHEAST CORNER OF THE EAST
 LB1234'HEADWALL, 24 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER
 LB1234'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1233 ***********************************************************************
 LB1233  DESIGNATION -  178.964
 LB1233  PID         -  LB1233
 LB1233  STATE/COUNTY-  IN/BENTON
 LB1233  COUNTRY     -  US
 LB1233  USGS QUAD   -  BOSWELL (2019)
 LB1233
 LB1233                         *CURRENT SURVEY CONTROL
 LB1233  ______________________________________________________________________
 LB1233* NAD 83(1986) POSITION- 40 35 36.     (N) 087 27 36.     (W)   SCALED
 LB1233* NAVD 88 ORTHO HEIGHT -   228.893 (meters)      750.96  (feet) ADJUSTED
 LB1233  ______________________________________________________________________
 LB1233  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 LB1233  DYNAMIC HEIGHT  -        228.783 (meters)      750.60  (feet) COMP
 LB1233  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 LB1233
 LB1233  VERT ORDER      -  FIRST     CLASS II
 LB1233
 LB1233.The horizontal coordinates were scaled from a map and have
 LB1233.an estimated accuracy of +/- 6 seconds.
 LB1233
 LB1233.The orthometric height was determined by differential leveling and
 LB1233.adjusted by the NATIONAL GEODETIC SURVEY
 LB1233.in June 1991.
 LB1233
 LB1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1233.GEOID18 height accuracy estimate available here.
 LB1233
 LB1233.Click photographs - Photos may exist for this station.
 LB1233
 LB1233.The dynamic height is computed by dividing the NAVD 88
 LB1233.geopotential number by the normal gravity value computed on the
 LB1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1233.degrees latitude (g = 980.6199 gals.).
 LB1233
 LB1233.The modeled gravity was interpolated from observed gravity values.
 LB1233
 LB1233;                    North         East    Units  Estimated Accuracy
 LB1233;SPC IN W     -   593,470.      868,120.      MT  (+/- 180 meters Scaled)
 LB1233
 LB1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK610937(NAD 83)
 LB1233
 LB1233                          SUPERSEDED SURVEY CONTROL
 LB1233
 LB1233  NGVD 29 (??/??/92)  228.939  (m)          751.11   (f) ADJ UNCH    1 2
 LB1233
 LB1233.Superseded values are not recommended for survey control.
 LB1233
 LB1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1233.See file dsdata.pdf to determine how the superseded data were derived.
 LB1233
 LB1233_MARKER: X = CHISELED CROSS
 LB1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1233_SP_SET: BRIDGE PARAPET
 LB1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1233
 LB1233  HISTORY     - Date     Condition        Report By
 LB1233  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1233  HISTORY     - 1946     GOOD             CGS
 LB1233
 LB1233                          STATION DESCRIPTION
 LB1233
 LB1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1233'2 MI S FROM FREE.
 LB1233'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1233'STATION AT FREE, BENTON COUNTY, 0.2 MILE SOUTH OF MILEPOST 93,
 LB1233'60 YARDS NORTH OF A DIRT-ROAD CROSSING, AT BRIDGE 93.19, ON THE
 LB1233'TOP OF THE SOUTHWEST CORNER OF THE WEST PARAPET, 19 FEET WEST
 LB1233'OF THE WEST RAIL, AND 6.5 FEET LOWER THAN THE RAIL.  A CHISELED
 LB1233'CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1362 ***********************************************************************
 JA1362  DESIGNATION -  180+45.2 USE
 JA1362  PID         -  JA1362
 JA1362  STATE/COUNTY-  IN/KNOX
 JA1362  COUNTRY     -  US
 JA1362  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1362
 JA1362                         *CURRENT SURVEY CONTROL
 JA1362  ______________________________________________________________________
 JA1362* NAD 83(1986) POSITION- 38 30 10.     (N) 087 38 58.     (W)   SCALED
 JA1362* NAVD 88 ORTHO HEIGHT -   126.597 (meters)      415.34  (feet) ADJUSTED
 JA1362  ______________________________________________________________________
 JA1362  GEOID HEIGHT    -        -31.449 (meters)                     GEOID18
 JA1362  DYNAMIC HEIGHT  -        126.517 (meters)      415.08  (feet) COMP
 JA1362  MODELED GRAVITY -    980,000.3   (mgal)                       NAVD 88
 JA1362
 JA1362  VERT ORDER      -  FIRST     CLASS II
 JA1362
 JA1362.The horizontal coordinates were scaled from a map and have
 JA1362.an estimated accuracy of +/- 6 seconds.
 JA1362
 JA1362.The orthometric height was determined by differential leveling and
 JA1362.adjusted by the NATIONAL GEODETIC SURVEY
 JA1362.in June 1991.
 JA1362
 JA1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1362.GEOID18 height accuracy estimate available here.
 JA1362
 JA1362.Click photographs - Photos may exist for this station.
 JA1362
 JA1362.The dynamic height is computed by dividing the NAVD 88
 JA1362.geopotential number by the normal gravity value computed on the
 JA1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1362.degrees latitude (g = 980.6199 gals.).
 JA1362
 JA1362.The modeled gravity was interpolated from observed gravity values.
 JA1362
 JA1362;                    North         East    Units  Estimated Accuracy
 JA1362;SPC IN W     -   361,450.      850,620.      MT  (+/- 180 meters Scaled)
 JA1362
 JA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH433618(NAD 83)
 JA1362
 JA1362                          SUPERSEDED SURVEY CONTROL
 JA1362
 JA1362  NGVD 29 (??/??/92)  126.731  (m)          415.78   (f) ADJ UNCH    1 2
 JA1362
 JA1362.Superseded values are not recommended for survey control.
 JA1362
 JA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1362.See file dsdata.pdf to determine how the superseded data were derived.
 JA1362
 JA1362_MARKER: DD = SURVEY DISK
 JA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1362_STAMPING: 180 + 45.2
 JA1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1362+STABILITY: SURFACE MOTION
 JA1362
 JA1362  HISTORY     - Date     Condition        Report By
 JA1362  HISTORY     - UNK      MONUMENTED       USACE
 JA1362  HISTORY     - 1954     GOOD             CGS
 JA1362
 JA1362                          STATION DESCRIPTION
 JA1362
 JA1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1362'7 MI SW FROM BEAL.
 JA1362'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1362'BATIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1362'GRAVEL ROAD, THENCE ABOUT 4.4 MILES SOUTHWEST AND SOUTH ALONG TOP
 JA1362'OF LEVEE ON LEFT BANK OF WABASH RIVER, ABOUT 0.2 MILE WEST OF
 JA1362'WABASH POND, ABOUT 0.1 MILE WEST OF A FARM HOUSE AND DEANS REST
 JA1362'HOME, AT A SLIGHT TURN IN LEVEE WITH TANGENTS EXTENDING NORTHEAST
 JA1362'AND WEST-SOUTHWEST, 139 FEET WEST OF A FENCE CORNER, 2 1/2 FEET
 JA1362'SOUTHEAST OF CENTER OF TOP OF LEVEE, 5 FEET NORTHWEST OF A WHITE
 JA1362'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JA1362'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1248 ***********************************************************************
 LB1248  DESIGNATION -  181.674
 LB1248  PID         -  LB1248
 LB1248  STATE/COUNTY-  IN/BENTON
 LB1248  COUNTRY     -  US
 LB1248  USGS QUAD   -  EARL PARK (2019)
 LB1248
 LB1248                         *CURRENT SURVEY CONTROL
 LB1248  ______________________________________________________________________
 LB1248* NAD 83(1986) POSITION- 40 42 47.     (N) 087 26 55.     (W)   SCALED
 LB1248* NAVD 88 ORTHO HEIGHT -   229.729 (meters)      753.70  (feet) ADJUSTED
 LB1248  ______________________________________________________________________
 LB1248  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1248  DYNAMIC HEIGHT  -        229.622 (meters)      753.35  (feet) COMP
 LB1248  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 LB1248
 LB1248  VERT ORDER      -  FIRST     CLASS II
 LB1248
 LB1248.The horizontal coordinates were scaled from a map and have
 LB1248.an estimated accuracy of +/- 6 seconds.
 LB1248
 LB1248.The orthometric height was determined by differential leveling and
 LB1248.adjusted by the NATIONAL GEODETIC SURVEY
 LB1248.in June 1991.
 LB1248
 LB1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1248.GEOID18 height accuracy estimate available here.
 LB1248
 LB1248.Click photographs - Photos may exist for this station.
 LB1248
 LB1248.The dynamic height is computed by dividing the NAVD 88
 LB1248.geopotential number by the normal gravity value computed on the
 LB1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1248.degrees latitude (g = 980.6199 gals.).
 LB1248
 LB1248.The modeled gravity was interpolated from observed gravity values.
 LB1248
 LB1248;                    North         East    Units  Estimated Accuracy
 LB1248;SPC IN W     -   606,760.      869,140.      MT  (+/- 180 meters Scaled)
 LB1248
 LB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621070(NAD 83)
 LB1248
 LB1248                          SUPERSEDED SURVEY CONTROL
 LB1248
 LB1248  NGVD 29 (??/??/92)  229.781  (m)          753.87   (f) ADJ UNCH    1 2
 LB1248
 LB1248.Superseded values are not recommended for survey control.
 LB1248
 LB1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1248.See file dsdata.pdf to determine how the superseded data were derived.
 LB1248
 LB1248_MARKER: B = BOLT
 LB1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1248_SP_SET: SIGNAL BASE
 LB1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1248
 LB1248  HISTORY     - Date     Condition        Report By
 LB1248  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1248  HISTORY     - 1934     GOOD             CGS
 LB1248  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1248
 LB1248                          STATION DESCRIPTION
 LB1248
 LB1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1248'0.5 MI N FROM SHEFF.
 LB1248'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1248'STATION AT SHEFF, BENTON COUNTY, 1/8 MILE NORTH OF MILEPOST 85,
 LB1248'IN THE TOP OF THE SOUTHEAST CORNER OF A SIGNAL BASE, 7 FEET WEST
 LB1248'OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT ONE FOOT
 LB1248'LOWER THAN THE RAIL.  THE TOP OF AN ANCHOR BOLT.
 LB1248
 LB1248                          STATION RECOVERY (2018)
 LB1248
 LB1248'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1248'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1606 ***********************************************************************
 LB1606  DESIGNATION -  181.908
 LB1606  PID         -  LB1606
 LB1606  STATE/COUNTY-  IN/BENTON
 LB1606  COUNTRY     -  US
 LB1606  USGS QUAD   -  TAB (2019)
 LB1606
 LB1606                         *CURRENT SURVEY CONTROL
 LB1606  ______________________________________________________________________
 LB1606* NAD 83(1986) POSITION- 40 29 32.     (N) 087 28 18.     (W)   SCALED
 LB1606* NAVD 88 ORTHO HEIGHT -   229.833 (meters)      754.04  (feet) ADJUSTED
 LB1606  ______________________________________________________________________
 LB1606  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 LB1606  DYNAMIC HEIGHT  -        229.721 (meters)      753.68  (feet) COMP
 LB1606  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 LB1606
 LB1606  VERT ORDER      -  FIRST     CLASS II
 LB1606
 LB1606.The horizontal coordinates were scaled from a map and have
 LB1606.an estimated accuracy of +/- 6 seconds.
 LB1606
 LB1606.The orthometric height was determined by differential leveling and
 LB1606.adjusted by the NATIONAL GEODETIC SURVEY
 LB1606.in June 1991.
 LB1606
 LB1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1606.GEOID18 height accuracy estimate available here.
 LB1606
 LB1606.Click photographs - Photos may exist for this station.
 LB1606
 LB1606.The dynamic height is computed by dividing the NAVD 88
 LB1606.geopotential number by the normal gravity value computed on the
 LB1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1606.degrees latitude (g = 980.6199 gals.).
 LB1606
 LB1606.The modeled gravity was interpolated from observed gravity values.
 LB1606
 LB1606;                    North         East    Units  Estimated Accuracy
 LB1606;SPC IN W     -   582,240.      867,080.      MT  (+/- 180 meters Scaled)
 LB1606
 LB1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600824(NAD 83)
 LB1606
 LB1606                          SUPERSEDED SURVEY CONTROL
 LB1606
 LB1606  NGVD 29 (??/??/92)  229.875  (m)          754.18   (f) ADJ UNCH    1 2
 LB1606
 LB1606.Superseded values are not recommended for survey control.
 LB1606
 LB1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1606.See file dsdata.pdf to determine how the superseded data were derived.
 LB1606
 LB1606_MARKER: X = CHISELED CROSS
 LB1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1606_SP_SET: SIGNAL FOUNDATION
 LB1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1606
 LB1606  HISTORY     - Date     Condition        Report By
 LB1606  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1606  HISTORY     - 1934     GOOD             CGS
 LB1606
 LB1606                          STATION DESCRIPTION
 LB1606
 LB1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1606'0.6 MI S FROM HANDY.
 LB1606'0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1606'STATION AT HANDY, BENTON COUNTY, 0.2 MILE SOUTH OF MILEPOST 100,
 LB1606'ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 LB1606'A SIGNAL, 21 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 LB1606'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1225 ***********************************************************************
 LB1225  DESIGNATION -  182.070
 LB1225  PID         -  LB1225
 LB1225  STATE/COUNTY-  IN/BENTON
 LB1225  COUNTRY     -  US
 LB1225  USGS QUAD   -  BOSWELL (2019)
 LB1225
 LB1225                         *CURRENT SURVEY CONTROL
 LB1225  ______________________________________________________________________
 LB1225* NAD 83(1986) POSITION- 40 30 59.     (N) 087 28 10.     (W)   SCALED
 LB1225* NAVD 88 ORTHO HEIGHT -   229.892 (meters)      754.24  (feet) ADJUSTED
 LB1225  ______________________________________________________________________
 LB1225  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 LB1225  DYNAMIC HEIGHT  -        229.780 (meters)      753.87  (feet) COMP
 LB1225  MODELED GRAVITY -    980,131.7   (mgal)                       NAVD 88
 LB1225
 LB1225  VERT ORDER      -  FIRST     CLASS II
 LB1225
 LB1225.The horizontal coordinates were scaled from a map and have
 LB1225.an estimated accuracy of +/- 6 seconds.
 LB1225
 LB1225.The orthometric height was determined by differential leveling and
 LB1225.adjusted by the NATIONAL GEODETIC SURVEY
 LB1225.in June 1991.
 LB1225
 LB1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1225.GEOID18 height accuracy estimate available here.
 LB1225
 LB1225.Click photographs - Photos may exist for this station.
 LB1225
 LB1225.The dynamic height is computed by dividing the NAVD 88
 LB1225.geopotential number by the normal gravity value computed on the
 LB1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1225.degrees latitude (g = 980.6199 gals.).
 LB1225
 LB1225.The modeled gravity was interpolated from observed gravity values.
 LB1225
 LB1225;                    North         East    Units  Estimated Accuracy
 LB1225;SPC IN W     -   584,930.      867,280.      MT  (+/- 180 meters Scaled)
 LB1225
 LB1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK602851(NAD 83)
 LB1225
 LB1225                          SUPERSEDED SURVEY CONTROL
 LB1225
 LB1225  NGVD 29 (??/??/92)  229.934  (m)          754.38   (f) ADJ UNCH    1 2
 LB1225
 LB1225.Superseded values are not recommended for survey control.
 LB1225
 LB1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1225.See file dsdata.pdf to determine how the superseded data were derived.
 LB1225
 LB1225_MARKER: X = CHISELED CROSS
 LB1225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1225_SP_SET: BRIDGE PARAPET
 LB1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1225
 LB1225  HISTORY     - Date     Condition        Report By
 LB1225  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1225  HISTORY     - 1934     GOOD             CGS
 LB1225
 LB1225                          STATION DESCRIPTION
 LB1225
 LB1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1225'1 MI N FROM HANDY.
 LB1225'1.0 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1225'AT HANDY, BENTON COUNTY, 35 YARDS SOUTH OF A WHISTLE POST, AT
 LB1225'BRIDGE 98.50, ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH
 LB1225'PARAPET, 7 FEET WEST OF THE WEST RAIL, AND 2.5 FEET LOWER THAN
 LB1225'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0815 ***********************************************************************
 MD0815  DESIGNATION -  19 RHP
 MD0815  PID         -  MD0815
 MD0815  STATE/COUNTY-  IN/ALLEN
 MD0815  COUNTRY     -  US
 MD0815  USGS QUAD   -  HUNTERTOWN (2019)
 MD0815
 MD0815                         *CURRENT SURVEY CONTROL
 MD0815  ______________________________________________________________________
 MD0815* NAD 83(1986) POSITION- 41 07 59.     (N) 085 14 45.     (W)   SCALED
 MD0815* NAVD 88 ORTHO HEIGHT -   258.105 (meters)      846.80  (feet) ADJUSTED
 MD0815  ______________________________________________________________________
 MD0815  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 MD0815  DYNAMIC HEIGHT  -        258.006 (meters)      846.47  (feet) COMP
 MD0815  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 MD0815
 MD0815  VERT ORDER      -  SECOND    CLASS 0
 MD0815
 MD0815.The horizontal coordinates were scaled from a map and have
 MD0815.an estimated accuracy of +/- 6 seconds.
 MD0815
 MD0815.The orthometric height was determined by differential leveling and
 MD0815.adjusted by the NATIONAL GEODETIC SURVEY
 MD0815.in June 1991.
 MD0815
 MD0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0815.GEOID18 height accuracy estimate available here.
 MD0815
 MD0815.Click photographs - Photos may exist for this station.
 MD0815
 MD0815.The dynamic height is computed by dividing the NAVD 88
 MD0815.geopotential number by the normal gravity value computed on the
 MD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0815.degrees latitude (g = 980.6199 gals.).
 MD0815
 MD0815.The modeled gravity was interpolated from observed gravity values.
 MD0815
 MD0815;                    North         East    Units  Estimated Accuracy
 MD0815;SPC IN E     -   653,420.      135,330.      MT  (+/- 180 meters Scaled)
 MD0815
 MD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL472550(NAD 83)
 MD0815
 MD0815                          SUPERSEDED SURVEY CONTROL
 MD0815
 MD0815  NGVD 29 (??/??/92)  258.262  (m)          847.31   (f) ADJ UNCH    2 0
 MD0815
 MD0815.Superseded values are not recommended for survey control.
 MD0815
 MD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0815.See file dsdata.pdf to determine how the superseded data were derived.
 MD0815
 MD0815_MARKER: DD = SURVEY DISK
 MD0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0815_STAMPING: 19 RHP 1951
 MD0815_MARK LOGO: USGS
 MD0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0815
 MD0815  HISTORY     - Date     Condition        Report By
 MD0815  HISTORY     - 1951     MONUMENTED       USGS
 MD0815  HISTORY     - 1963     GOOD             CGS
 MD0815
 MD0815                          STATION DESCRIPTION
 MD0815
 MD0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0815'3 MI ENE FROM ARCOLA.
 MD0815'LOCATED ABOUT 3 MILES EAST-NORTHEAST OF THE ARCOLA POST OFFICE
 MD0815'AND AT INTERSECTION OF OLD U.S. HIGHWAY 30 AND O DAY ROAD.  TO
 MD0815'REACH MARK FROM ARCOLA POST OFFICE, TRAVEL EAST ABOUT 2.5 MILES
 MD0815'ON ARCOLA ROAD, AND THEN PROCEED NORTH ON O DAY ROAD FOR 2.0
 MD0815'MILES TO THE INTERSECTION OF OLD U.S. HIGHWAY 30 WHERE MARK IS
 MD0815'LOCATED.  MARK IS 50.0 FEET NORTH OF CENTERLINE OF OLD U.S.
 MD0815'HIGHWAY 30, 47.0 FEET WEST OF CENTERLINE OF O DAY ROAD, 34.0
 MD0815'FEET WEST-NORTHWEST OF A STOP SIGN, 8.6 FEET EAST OF UTILITY
 MD0815'POLE NUMBER 86/011, AND 1.5 FEET SOUTHEAST OF A WIRE FENCE.  MARK
 MD0815'IS STAMPED 19 RHP 1951, AND IS SET IN A 6 INCH SQUARE CONCRETE
 MD0815'MONUMENT WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1605 ***********************************************************************
 LB1605  DESIGNATION -  191.097
 LB1605  PID         -  LB1605
 LB1605  STATE/COUNTY-  IN/WARREN
 LB1605  COUNTRY     -  US
 LB1605  USGS QUAD   -  TAB (2019)
 LB1605
 LB1605                         *CURRENT SURVEY CONTROL
 LB1605  ______________________________________________________________________
 LB1605* NAD 83(1986) POSITION- 40 28 33.     (N) 087 28 26.     (W)   SCALED
 LB1605* NAVD 88 ORTHO HEIGHT -   232.611 (meters)      763.16  (feet) ADJUSTED
 LB1605  ______________________________________________________________________
 LB1605  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 LB1605  DYNAMIC HEIGHT  -        232.497 (meters)      762.78  (feet) COMP
 LB1605  MODELED GRAVITY -    980,129.6   (mgal)                       NAVD 88
 LB1605
 LB1605  VERT ORDER      -  FIRST     CLASS II
 LB1605
 LB1605.The horizontal coordinates were scaled from a map and have
 LB1605.an estimated accuracy of +/- 6 seconds.
 LB1605
 LB1605.The orthometric height was determined by differential leveling and
 LB1605.adjusted by the NATIONAL GEODETIC SURVEY
 LB1605.in June 1991.
 LB1605
 LB1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1605.GEOID18 height accuracy estimate available here.
 LB1605
 LB1605.Click photographs - Photos may exist for this station.
 LB1605
 LB1605.The dynamic height is computed by dividing the NAVD 88
 LB1605.geopotential number by the normal gravity value computed on the
 LB1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1605.degrees latitude (g = 980.6199 gals.).
 LB1605
 LB1605.The modeled gravity was interpolated from observed gravity values.
 LB1605
 LB1605;                    North         East    Units  Estimated Accuracy
 LB1605;SPC IN W     -   580,430.      866,880.      MT  (+/- 180 meters Scaled)
 LB1605
 LB1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK598806(NAD 83)
 LB1605
 LB1605                          SUPERSEDED SURVEY CONTROL
 LB1605
 LB1605  NGVD 29 (??/??/92)  232.651  (m)          763.29   (f) ADJ UNCH    1 2
 LB1605
 LB1605.Superseded values are not recommended for survey control.
 LB1605
 LB1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1605.See file dsdata.pdf to determine how the superseded data were derived.
 LB1605
 LB1605_MARKER: X = CHISELED CROSS
 LB1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1605_SP_SET: CULVERT
 LB1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1605
 LB1605  HISTORY     - Date     Condition        Report By
 LB1605  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1605  HISTORY     - 1934     GOOD             CGS
 LB1605
 LB1605                          STATION DESCRIPTION
 LB1605
 LB1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1605'1.8 MI S FROM HANDY.
 LB1605'IN WARREN COUNTY, 1.8 MILES SOUTH ALONG THE NEW YORK CENTRAL
 LB1605'RAILROAD FROM THE STATION AT HANDY, BENTON COUNTY, ABOUT 3/8 MILE
 LB1605'SOUTH OF MILEPOST 101, 0.1 MILE SOUTH OF A DIRT-ROAD CROSSING,
 LB1605'AT CULVERT 101.36, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 LB1605'HEADWALL, 10 FEET WEST OF THE WEST RAIL, AND 2.5 FEET LOWER THAN
 LB1605'THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1244 ***********************************************************************
 LB1244  DESIGNATION -  191.800
 LB1244  PID         -  LB1244
 LB1244  STATE/COUNTY-  IN/BENTON
 LB1244  COUNTRY     -  US
 LB1244  USGS QUAD   -  EARL PARK (2019)
 LB1244
 LB1244                         *CURRENT SURVEY CONTROL
 LB1244  ______________________________________________________________________
 LB1244* NAD 83(1986) POSITION- 40 41 45.     (N) 087 26 54.     (W)   SCALED
 LB1244* NAVD 88 ORTHO HEIGHT -   232.812 (meters)      763.82  (feet) ADJUSTED
 LB1244  ______________________________________________________________________
 LB1244  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 LB1244  DYNAMIC HEIGHT  -        232.703 (meters)      763.46  (feet) COMP
 LB1244  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 LB1244
 LB1244  VERT ORDER      -  FIRST     CLASS II
 LB1244
 LB1244.The horizontal coordinates were scaled from a map and have
 LB1244.an estimated accuracy of +/- 6 seconds.
 LB1244
 LB1244.The orthometric height was determined by differential leveling and
 LB1244.adjusted by the NATIONAL GEODETIC SURVEY
 LB1244.in June 1991.
 LB1244
 LB1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1244.GEOID18 height accuracy estimate available here.
 LB1244
 LB1244.Click photographs - Photos may exist for this station.
 LB1244
 LB1244.The dynamic height is computed by dividing the NAVD 88
 LB1244.geopotential number by the normal gravity value computed on the
 LB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1244.degrees latitude (g = 980.6199 gals.).
 LB1244
 LB1244.The modeled gravity was interpolated from observed gravity values.
 LB1244
 LB1244;                    North         East    Units  Estimated Accuracy
 LB1244;SPC IN W     -   604,850.      869,150.      MT  (+/- 180 meters Scaled)
 LB1244
 LB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621050(NAD 83)
 LB1244
 LB1244                          SUPERSEDED SURVEY CONTROL
 LB1244
 LB1244  NGVD 29 (??/??/92)  232.862  (m)          763.98   (f) ADJ UNCH    1 2
 LB1244
 LB1244.Superseded values are not recommended for survey control.
 LB1244
 LB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1244.See file dsdata.pdf to determine how the superseded data were derived.
 LB1244
 LB1244_MARKER: X = CHISELED CROSS
 LB1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1244_SP_SET: CULVERT PARAPET
 LB1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1244
 LB1244  HISTORY     - Date     Condition        Report By
 LB1244  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1244  HISTORY     - 1934     GOOD             CGS
 LB1244
 LB1244                          STATION DESCRIPTION
 LB1244
 LB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1244'0.5 MI S FROM SHEFF.
 LB1244'0.5 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1244'AT SHEFF, BENTON COUNTY, 60 YARDS SOUTH OF MILEPOST 86, 41 FEET
 LB1244'WEST OF A SIGNAL TOWER, AT CULVERT 86.10, ON THE TOP OF THE
 LB1244'NORTHWEST CORNER OF THE WEST PARAPET, 9 FEET WEST OF THE WEST RAIL
 LB1244'OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 LB1244'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1231 ***********************************************************************
 LB1231  DESIGNATION -  192.703
 LB1231  PID         -  LB1231
 LB1231  STATE/COUNTY-  IN/BENTON
 LB1231  COUNTRY     -  US
 LB1231  USGS QUAD   -  BOSWELL (2019)
 LB1231
 LB1231                         *CURRENT SURVEY CONTROL
 LB1231  ______________________________________________________________________
 LB1231* NAD 83(1986) POSITION- 40 35 06.     (N) 087 27 40.     (W)   SCALED
 LB1231* NAVD 88 ORTHO HEIGHT -   233.119 (meters)      764.82  (feet) ADJUSTED
 LB1231  ______________________________________________________________________
 LB1231  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 LB1231  DYNAMIC HEIGHT  -        233.007 (meters)      764.46  (feet) COMP
 LB1231  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 LB1231
 LB1231  VERT ORDER      -  FIRST     CLASS II
 LB1231
 LB1231.The horizontal coordinates were scaled from a map and have
 LB1231.an estimated accuracy of +/- 6 seconds.
 LB1231
 LB1231.The orthometric height was determined by differential leveling and
 LB1231.adjusted by the NATIONAL GEODETIC SURVEY
 LB1231.in June 1991.
 LB1231
 LB1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1231.GEOID18 height accuracy estimate available here.
 LB1231
 LB1231.Click photographs - Photos may exist for this station.
 LB1231
 LB1231.The dynamic height is computed by dividing the NAVD 88
 LB1231.geopotential number by the normal gravity value computed on the
 LB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1231.degrees latitude (g = 980.6199 gals.).
 LB1231
 LB1231.The modeled gravity was interpolated from observed gravity values.
 LB1231
 LB1231;                    North         East    Units  Estimated Accuracy
 LB1231;SPC IN W     -   592,540.      868,020.      MT  (+/- 180 meters Scaled)
 LB1231
 LB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK609927(NAD 83)
 LB1231
 LB1231                          SUPERSEDED SURVEY CONTROL
 LB1231
 LB1231  NGVD 29 (??/??/92)  233.164  (m)          764.97   (f) ADJ UNCH    1 2
 LB1231
 LB1231.Superseded values are not recommended for survey control.
 LB1231
 LB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1231.See file dsdata.pdf to determine how the superseded data were derived.
 LB1231
 LB1231_MARKER: X = CHISELED CROSS
 LB1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1231_SP_SET: CULVERT
 LB1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1231
 LB1231  HISTORY     - Date     Condition        Report By
 LB1231  HISTORY     - 1934     MONUMENTED       CGS
 LB1231
 LB1231                          STATION DESCRIPTION
 LB1231
 LB1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1231'1.3 MI N FROM DUNN.
 LB1231'1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1231'STATION AT DUNN, BENTON COUNTY, 1/4 MILE NORTH OF MILEPOST 94,
 LB1231'AT CULVERT 93.77, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 LB1231'HEADWALL, 11 FEET WEST OF THE WEST RAIL, AND 2.5 FEET LOWER
 LB1231'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0064 ***********************************************************************
 LB0064  DESIGNATION -  194
 LB0064  PID         -  LB0064
 LB0064  STATE/COUNTY-  IN/CASS
 LB0064  COUNTRY     -  US
 LB0064  USGS QUAD   -  ANOKA (2019)
 LB0064
 LB0064                         *CURRENT SURVEY CONTROL
 LB0064  ______________________________________________________________________
 LB0064* NAD 83(1986) POSITION- 40 43 58.     (N) 086 18 42.     (W)   SCALED
 LB0064* NAVD 88 ORTHO HEIGHT -   197.270 (meters)      647.21  (feet) ADJUSTED
 LB0064  ______________________________________________________________________
 LB0064  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LB0064  DYNAMIC HEIGHT  -        197.175 (meters)      646.90  (feet) COMP
 LB0064  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LB0064
 LB0064  VERT ORDER      -  SECOND    CLASS 0
 LB0064
 LB0064.The horizontal coordinates were scaled from a map and have
 LB0064.an estimated accuracy of +/- 6 seconds.
 LB0064
 LB0064.The orthometric height was determined by differential leveling and
 LB0064.adjusted by the NATIONAL GEODETIC SURVEY
 LB0064.in June 1991.
 LB0064
 LB0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0064.GEOID18 height accuracy estimate available here.
 LB0064
 LB0064.Click photographs - Photos may exist for this station.
 LB0064
 LB0064.The dynamic height is computed by dividing the NAVD 88
 LB0064.geopotential number by the normal gravity value computed on the
 LB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0064.degrees latitude (g = 980.6199 gals.).
 LB0064
 LB0064.The modeled gravity was interpolated from observed gravity values.
 LB0064
 LB0064;                    North         East    Units  Estimated Accuracy
 LB0064;SPC IN E     -   609,080.       45,520.      MT  (+/- 180 meters Scaled)
 LB0064
 LB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581093(NAD 83)
 LB0064
 LB0064                          SUPERSEDED SURVEY CONTROL
 LB0064
 LB0064  NGVD 29 (??/??/92)  197.386  (m)          647.59   (f) ADJ UNCH    2 0
 LB0064
 LB0064.Superseded values are not recommended for survey control.
 LB0064
 LB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0064.See file dsdata.pdf to determine how the superseded data were derived.
 LB0064
 LB0064_MARKER: Z = SEE DESCRIPTION
 LB0064_SETTING: 0 = UNSPECIFIED SETTING
 LB0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0064
 LB0064  HISTORY     - Date     Condition        Report By
 LB0064  HISTORY     - UNK      MONUMENTED       PRR
 LB0064  HISTORY     - 1969     MARK NOT FOUND   CGS
 LB0064
 LB0064                          STATION DESCRIPTION
 LB0064
 LB0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LB0064'3.4 MI SE FROM LOGANSPORT.
 LB0064'3.4 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0064'PENNSYLVANIA RAILROAD FROM THE STATION AT LOGANSPORT, CASS COUNTY,
 LB0064'1.4 MILES NORTHWEST OF THE STATION AT ANOKA JUNCTION, OPPOSITE
 LB0064'MILEPOST C 194, 4-1/2 YARDS EAST OF THE CENTERLINE OF A DIRT ROAD,
 LB0064'AND 2 YARDS NORTH OF THE NORTH RAIL.  THE HIGHEST POINT OF A
 LB0064'SECTION OF RAIL SET VERTICALLY AND PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1226 ***********************************************************************
 LB1226  DESIGNATION -  194.265
 LB1226  PID         -  LB1226
 LB1226  STATE/COUNTY-  IN/BENTON
 LB1226  COUNTRY     -  US
 LB1226  USGS QUAD   -  BOSWELL (2019)
 LB1226
 LB1226                         *CURRENT SURVEY CONTROL
 LB1226  ______________________________________________________________________
 LB1226* NAD 83(1986) POSITION- 40 32 06.     (N) 087 28 02.     (W)   SCALED
 LB1226* NAVD 88 ORTHO HEIGHT -   233.602 (meters)      766.41  (feet) ADJUSTED
 LB1226  ______________________________________________________________________
 LB1226  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 LB1226  DYNAMIC HEIGHT  -        233.489 (meters)      766.04  (feet) COMP
 LB1226  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB1226
 LB1226  VERT ORDER      -  FIRST     CLASS II
 LB1226
 LB1226.The horizontal coordinates were scaled from a map and have
 LB1226.an estimated accuracy of +/- 6 seconds.
 LB1226
 LB1226.The orthometric height was determined by differential leveling and
 LB1226.adjusted by the NATIONAL GEODETIC SURVEY
 LB1226.in June 1991.
 LB1226
 LB1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1226.GEOID18 height accuracy estimate available here.
 LB1226
 LB1226.Click photographs - Photos may exist for this station.
 LB1226
 LB1226.The dynamic height is computed by dividing the NAVD 88
 LB1226.geopotential number by the normal gravity value computed on the
 LB1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1226.degrees latitude (g = 980.6199 gals.).
 LB1226
 LB1226.The modeled gravity was interpolated from observed gravity values.
 LB1226
 LB1226;                    North         East    Units  Estimated Accuracy
 LB1226;SPC IN W     -   586,990.      867,480.      MT  (+/- 180 meters Scaled)
 LB1226
 LB1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK604872(NAD 83)
 LB1226
 LB1226                          SUPERSEDED SURVEY CONTROL
 LB1226
 LB1226  NGVD 29 (??/??/92)  233.644  (m)          766.55   (f) ADJ UNCH    1 2
 LB1226
 LB1226.Superseded values are not recommended for survey control.
 LB1226
 LB1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1226.See file dsdata.pdf to determine how the superseded data were derived.
 LB1226
 LB1226_MARKER: X = CHISELED CROSS
 LB1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1226_SP_SET: CULVERT PARAPET
 LB1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1226
 LB1226  HISTORY     - Date     Condition        Report By
 LB1226  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1226  HISTORY     - 1934     GOOD             CGS
 LB1226
 LB1226                          STATION DESCRIPTION
 LB1226
 LB1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1226'2.4 MI N FROM HANDY.
 LB1226'2.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1226'STATION AT HANDY, BENTON COUNTY, 1/4 MILE SOUTH OF MILEPOST 91, 48
 LB1226'FEET SOUTH OF SECTION POST 4110, AT A DIRT-ROAD CROSSING, 16 FEET
 LB1226'SOUTH OF THE ROAD, AT CULVERT 97.24, ON THE TOP OF THE NORTHWEST
 LB1226'CORNER OF THE WEST PARAPET, 15 FEET WEST OF THE WEST RAIL, AND
 LB1226'3.5 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1230 ***********************************************************************
 LB1230  DESIGNATION -  197.722
 LB1230  PID         -  LB1230
 LB1230  STATE/COUNTY-  IN/BENTON
 LB1230  COUNTRY     -  US
 LB1230  USGS QUAD   -  BOSWELL (2019)
 LB1230
 LB1230                         *CURRENT SURVEY CONTROL
 LB1230  ______________________________________________________________________
 LB1230* NAD 83(1986) POSITION- 40 34 41.     (N) 087 27 42.     (W)   SCALED
 LB1230* NAVD 88 ORTHO HEIGHT -   234.657 (meters)      769.87  (feet) ADJUSTED
 LB1230  ______________________________________________________________________
 LB1230  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 LB1230  DYNAMIC HEIGHT  -        234.544 (meters)      769.50  (feet) COMP
 LB1230  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 LB1230
 LB1230  VERT ORDER      -  FIRST     CLASS II
 LB1230
 LB1230.The horizontal coordinates were scaled from a map and have
 LB1230.an estimated accuracy of +/- 6 seconds.
 LB1230
 LB1230.The orthometric height was determined by differential leveling and
 LB1230.adjusted by the NATIONAL GEODETIC SURVEY
 LB1230.in June 1991.
 LB1230
 LB1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1230.GEOID18 height accuracy estimate available here.
 LB1230
 LB1230.Click photographs - Photos may exist for this station.
 LB1230
 LB1230.The dynamic height is computed by dividing the NAVD 88
 LB1230.geopotential number by the normal gravity value computed on the
 LB1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1230.degrees latitude (g = 980.6199 gals.).
 LB1230
 LB1230.The modeled gravity was interpolated from observed gravity values.
 LB1230
 LB1230;                    North         East    Units  Estimated Accuracy
 LB1230;SPC IN W     -   591,770.      867,970.      MT  (+/- 180 meters Scaled)
 LB1230
 LB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK609920(NAD 83)
 LB1230
 LB1230                          SUPERSEDED SURVEY CONTROL
 LB1230
 LB1230  NGVD 29 (??/??/92)  234.701  (m)          770.01   (f) ADJ UNCH    1 2
 LB1230
 LB1230.Superseded values are not recommended for survey control.
 LB1230
 LB1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1230.See file dsdata.pdf to determine how the superseded data were derived.
 LB1230
 LB1230_MARKER: X = CHISELED CROSS
 LB1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1230_SP_SET: BRIDGE PARAPET
 LB1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1230
 LB1230  HISTORY     - Date     Condition        Report By
 LB1230  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1230  HISTORY     - 1934     GOOD             CGS
 LB1230
 LB1230                          STATION DESCRIPTION
 LB1230
 LB1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1230'0.8 MI N FROM DUNN.
 LB1230'0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1230'STATION AT DUNN, BENTON COUNTY, 1/4 MILE SOUTH OF MILEPOST
 LB1230'94, ABOUT 160 FEET SOUTH OF A DIRT-ROAD CROSSING, AT BRIDGE 94.25,
 LB1230'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST PARAPET, 29 FEET
 LB1230'EAST OF THE EAST RAIL, AND 3 FEET LOWER THAN THE RAIL.  A CHISELED
 LB1230'CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0238 ***********************************************************************
 LA0238  DESIGNATION -  199
 LA0238  PID         -  LA0238
 LA0238  STATE/COUNTY-  IN/RANDOLPH
 LA0238  COUNTRY     -  US
 LA0238  USGS QUAD   -  UNION CITY (2019)
 LA0238
 LA0238                         *CURRENT SURVEY CONTROL
 LA0238  ______________________________________________________________________
 LA0238* NAD 83(1986) POSITION- 40 11 41.     (N) 084 49 32.     (W)   SCALED
 LA0238* NAVD 88 ORTHO HEIGHT -   334.626 (meters)     1097.85  (feet) ADJUSTED
 LA0238  ______________________________________________________________________
 LA0238  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 LA0238  DYNAMIC HEIGHT  -        334.448 (meters)     1097.27  (feet) COMP
 LA0238  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 LA0238
 LA0238  VERT ORDER      -  SECOND    CLASS 0
 LA0238
 LA0238.The horizontal coordinates were scaled from a map and have
 LA0238.an estimated accuracy of +/- 6 seconds.
 LA0238
 LA0238.The orthometric height was determined by differential leveling and
 LA0238.adjusted by the NATIONAL GEODETIC SURVEY
 LA0238.in June 1991.
 LA0238
 LA0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0238.GEOID18 height accuracy estimate available here.
 LA0238
 LA0238.Click photographs - Photos may exist for this station.
 LA0238
 LA0238.The dynamic height is computed by dividing the NAVD 88
 LA0238.geopotential number by the normal gravity value computed on the
 LA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0238.degrees latitude (g = 980.6199 gals.).
 LA0238
 LA0238.The modeled gravity was interpolated from observed gravity values.
 LA0238
 LA0238;                    North         East    Units  Estimated Accuracy
 LA0238;SPC IN E     -   549,480.      171,620.      MT  (+/- 180 meters Scaled)
 LA0238
 LA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850516(NAD 83)
 LA0238
 LA0238                          SUPERSEDED SURVEY CONTROL
 LA0238
 LA0238  NGVD 29 (??/??/92)  334.774  (m)         1098.34   (f) ADJ UNCH    2 0
 LA0238
 LA0238.Superseded values are not recommended for survey control.
 LA0238
 LA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0238.See file dsdata.pdf to determine how the superseded data were derived.
 LA0238
 LA0238_MARKER: B = BOLT
 LA0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0238_SP_SET: ABUTMENT
 LA0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0238
 LA0238  HISTORY     - Date     Condition        Report By
 LA0238  HISTORY     - UNK      MONUMENTED       PCRR
 LA0238  HISTORY     - 1947     GOOD             CGS
 LA0238
 LA0238                          STATION DESCRIPTION
 LA0238
 LA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0238'0.9 MI W FROM UNION CITY.
 LA0238'ABOUT 0.9 MILE WEST ALONG THE CLEVELAND, CINCINNATI AND CHICAGO
 LA0238'AND ST. LOUIS RAILWAY FROM THE STATION AT UNION CITY, AT POLE
 LA0238'NO. 199.37, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 LA0238'OF A RAILROAD OVER PASS OVER A BLACK TOP ROAD, 9 FEET SOUTH
 LA0238'OF THE SOUTH RAIL OF THE EAST BOUND TRACK, AND 2 FEET BELOW THE
 LA0238'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0443 ***********************************************************************
 LB0443  DESIGNATION -  199.02
 LB0443  PID         -  LB0443
 LB0443  STATE/COUNTY-  IN/CLINTON
 LB0443  COUNTRY     -  US
 LB0443  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0443
 LB0443                         *CURRENT SURVEY CONTROL
 LB0443  ______________________________________________________________________
 LB0443* NAD 83(1986) POSITION- 40 19 47.     (N) 086 23 38.     (W)   SCALED
 LB0443* NAVD 88 ORTHO HEIGHT -   265.751 (meters)      871.88  (feet) ADJUSTED
 LB0443  ______________________________________________________________________
 LB0443  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LB0443  DYNAMIC HEIGHT  -        265.610 (meters)      871.42  (feet) COMP
 LB0443  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 LB0443
 LB0443  VERT ORDER      -  SECOND    CLASS 0
 LB0443
 LB0443.The horizontal coordinates were scaled from a map and have
 LB0443.an estimated accuracy of +/- 6 seconds.
 LB0443
 LB0443.The orthometric height was determined by differential leveling and
 LB0443.adjusted by the NATIONAL GEODETIC SURVEY
 LB0443.in June 1991.
 LB0443
 LB0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0443.GEOID18 height accuracy estimate available here.
 LB0443
 LB0443.Click photographs - Photos may exist for this station.
 LB0443
 LB0443.The dynamic height is computed by dividing the NAVD 88
 LB0443.geopotential number by the normal gravity value computed on the
 LB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0443.degrees latitude (g = 980.6199 gals.).
 LB0443
 LB0443.The modeled gravity was interpolated from observed gravity values.
 LB0443
 LB0443;                    North         East    Units  Estimated Accuracy
 LB0443;SPC IN W     -   564,360.      958,590.      MT  (+/- 180 meters Scaled)
 LB0443
 LB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514645(NAD 83)
 LB0443
 LB0443                          SUPERSEDED SURVEY CONTROL
 LB0443
 LB0443  NGVD 29 (??/??/92)  265.858  (m)          872.24   (f) ADJ UNCH    2 0
 LB0443
 LB0443.Superseded values are not recommended for survey control.
 LB0443
 LB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0443.See file dsdata.pdf to determine how the superseded data were derived.
 LB0443
 LB0443_MARKER: Q = CHISELED SQUARE
 LB0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0443_SP_SET: SIGNAL TOWER
 LB0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0443
 LB0443  HISTORY     - Date     Condition        Report By
 LB0443  HISTORY     - UNK      MONUMENTED       NYSLRR
 LB0443  HISTORY     - 1946     GOOD             CGS
 LB0443
 LB0443                          STATION DESCRIPTION
 LB0443
 LB0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0443'AT MICHIGANTOWN.
 LB0443'AT MICHIGANTOWN, CLINTON COUNTY, AT THE NEW YORK, CHICAGO AND
 LB0443'ST. LOUIS RAILROAD STATION, ON THE WEST CORNER OF A SEMAPHORE
 LB0443'SIGNAL TOWER, AND 3 YARDS SOUTHEAST OF THE SOUTHEAST RAIL.
 LB0443'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4000 ***********************************************************************
 DR4000  PACS        -  This is a Primary Airport Control Station.
 DR4000  DESIGNATION -  1I9 A
 DR4000  PID         -  DR4000
 DR4000  STATE/COUNTY-  IN/CARROLL
 DR4000  COUNTRY     -  US
 DR4000  USGS QUAD   -  DELPHI (2019)
 DR4000
 DR4000                         *CURRENT SURVEY CONTROL
 DR4000  ______________________________________________________________________
 DR4000* NAD 83(2011) POSITION- 40 32 49.19013(N) 086 40 55.51744(W)   ADJUSTED
 DR4000* NAD 83(2011) ELLIP HT-   170.302 (meters)        (02/10/20)   ADJUSTED
 DR4000* NAD 83(2011) EPOCH   -  2010.00
 DR4000* NAVD 88 ORTHO HEIGHT -   204.30  (meters)      670.3   (feet) GPS OBS
 DR4000  ______________________________________________________________________
 DR4000  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 DR4000  NAD 83(2011) X  -    280,906.033 (meters)                     COMP
 DR4000  NAD 83(2011) Y  - -4,845,437.836 (meters)                     COMP
 DR4000  NAD 83(2011) Z  -  4,124,437.611 (meters)                     COMP
 DR4000  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 DR4000
 DR4000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4000  Standards:
 DR4000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4000  -------------------------------------------------------------------
 DR4000  NETWORK    0.54   1.06           0.25   0.18   0.54     -0.00845083
 DR4000  -------------------------------------------------------------------
 DR4000  Click here for local accuracies and other accuracy information.
 DR4000
 DR4000.This mark is at Delphi Municipal Airport  (1I9)
 DR4000
 DR4000.The horizontal coordinates were established by GPS observations
 DR4000.and adjusted by the GEOPRO CONSULTANTS LLC in February 2020.
 DR4000
 DR4000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4000.been affixed to the stable North American tectonic plate. See 
 DR4000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4000
 DR4000.The horizontal coordinates are valid at the epoch date displayed above
 DR4000.which is a decimal equivalence of Year/Month/Day.
 DR4000
 DR4000.The orthometric height was determined by GPS observations and a
 DR4000.high-resolution geoid model.
 DR4000
 DR4000.GPS derived orthometric heights for airport stations designated as
 DR4000.PACS or SACS are published to 2 decimal places.  This maintains
 DR4000.centimeter relative accuracy between the PACS and SACS.  It does
 DR4000.not indicate centimeter accuracy relative to other marks which are
 DR4000.part of the published vertical control network.
 DR4000
 DR4000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4000.GEOID18 height accuracy estimate available here.
 DR4000
 DR4000.Click photographs - Photos may exist for this station.
 DR4000
 DR4000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4000
 DR4000.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4000
 DR4000.The ellipsoidal height was determined by GPS observations
 DR4000.and is referenced to NAD 83.
 DR4000
 DR4000. The following values were computed from the NAD 83(2011) position.
 DR4000
 DR4000;                    North         East     Units Scale Factor Converg.
 DR4000;SPC IN W     -   588,331.495   933,987.818   MT  0.99998088   +0 15 39.0
 DR4000;SPC IN W     - 1,930,217.58  3,064,258.37   sFT  0.99998088   +0 15 39.0
 DR4000;UTM  16      - 4,488,519.990   526,919.109   MT  0.99960892   +0 12 24.0
 DR4000
 DR4000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4000!SPC IN W     -   0.99997329  x   0.99998088  =   0.99995417
 DR4000!UTM  16      -   0.99997329  x   0.99960892  =   0.99958222
 DR4000
 DR4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2691988519(NAD 83)
 DR4000
 DR4000                          SUPERSEDED SURVEY CONTROL
 DR4000
 DR4000.No superseded survey control is available for this station.
 DR4000
 DR4000_MARKER: F = FLANGE-ENCASED ROD
 DR4000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR4000_STAMPING: 1I9 A 2019
 DR4000_MARK LOGO: NONE
 DR4000_PROJECTION: RECESSED 5 CENTIMETERS
 DR4000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4000+SATELLITE: SATELLITE OBSERVATIONS - August , 2019
 DR4000_ROD/PIPE-DEPTH: 5.5 meters
 DR4000_SLEEVE-DEPTH  : 1.1 meters
 DR4000
 DR4000  HISTORY     - Date     Condition        Report By
 DR4000  HISTORY     - 201908   MONUMENTED       GEOPRO
 DR4000
 DR4000                          STATION DESCRIPTION
 DR4000
 DR4000'DESCRIBED BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 DR4000'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF FLORA, 5.5 MI
 DR4000'(8.8 KM) NORTH OF PYRMONT AND 2.8 MI (4.5 KM) SOUTH OF DELPHI AT THE
 DR4000'DELPHI MUNICIPAL AIRPORT.  OWNERSHIP--DELPHI MUNICIPAL AIRPORT (1I9),
 DR4000'8296 W DIVISION LINE RD, DELPHI, IN 46923, PHONE 260-316-4262.
 DR4000'AIRPORT MANAGER IS ED NAGLE.
 DR4000'
 DR4000'TO REACH THE STATION FROM THE INTERSECTION OF HOOSIER HEARTLAND
 DR4000'HIGHWAY (STATE ROUTE 25) AND STATE ROAD 39 IN THE CITY OF DELPHI GO
 DR4000'SOUTH EAST 1.60 MI (2.57 KM) ON STATE ROAD 39 TO THE INTERSECTION OF
 DR4000'WEST DIVISION ROAD (STATE ROAD 18).  TURN RIGHT AND GO WEST ON
 DR4000'DIVISION ROAD FOR 2.02 MI (3.25 KM) TO THE AIRPORT ENTRANCE ROAD AND
 DR4000'THE STATION ON THE LEFT.
 DR4000'
 DR4000'THE STATION IS THE TOP-CENTER OF A 1.43 CM (9/16 IN) STAINLESS STEEL
 DR4000'ROD DRIVEN TO REFUSAL DEPTH OF 5.5 M (18 FT) THE LOGO CAP IS MOUNTED
 DR4000'ON A 13 CM (5 IN) DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG
 DR4000'GREASE-FILLED SLEEVE WAS INSTALLED.  LOGO CAP IS RECESSED 5 CM BELOW
 DR4000'THE GROUND AND TOP OF ROD IS 10 CM (4 IN) BELOW THE TOP OF THE LOGO
 DR4000'CAP. IT IS LOCATED 18.2 FT (5.5 M) SOUTH FROM A SOUTH CORNER OF
 DR4000'AIRPORT WELCOME SIGN, 33.5 FT (10.2 M) EAST FROM A PERPENDICULAR
 DR4000'CHAIN-LINK FENCE AND 48.3 FT (14.7 M) SOUTHEAST FROM A CHAIN-LINK
 DR4000'FENCE CORNER AND 0.5 FT (15 CM) SOUTH OF A WITNESS POST. THIS STATION
 DR4000'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR3998 ***********************************************************************
 DR3998  SACS        -  This is a Secondary Airport Control Station.
 DR3998  DESIGNATION -  1I9 B
 DR3998  PID         -  DR3998
 DR3998  STATE/COUNTY-  IN/CARROLL
 DR3998  COUNTRY     -  US
 DR3998  USGS QUAD   -  DELPHI (2019)
 DR3998
 DR3998                         *CURRENT SURVEY CONTROL
 DR3998  ______________________________________________________________________
 DR3998* NAD 83(2011) POSITION- 40 32 38.02563(N) 086 40 51.88882(W)   ADJUSTED
 DR3998* NAD 83(2011) ELLIP HT-   169.942 (meters)        (02/10/20)   ADJUSTED
 DR3998* NAD 83(2011) EPOCH   -  2010.00
 DR3998* NAVD 88 ORTHO HEIGHT -   203.95  (meters)      669.1   (feet) GPS OBS
 DR3998  ______________________________________________________________________
 DR3998  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 DR3998  NAD 83(2011) X  -    281,004.219 (meters)                     COMP
 DR3998  NAD 83(2011) Y  - -4,845,656.115 (meters)                     COMP
 DR3998  NAD 83(2011) Z  -  4,124,175.680 (meters)                     COMP
 DR3998  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 DR3998
 DR3998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3998  Standards:
 DR3998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3998  -------------------------------------------------------------------
 DR3998  NETWORK    0.94   1.55           0.43   0.32   0.79     -0.12824730
 DR3998  -------------------------------------------------------------------
 DR3998  Click here for local accuracies and other accuracy information.
 DR3998
 DR3998.This mark is at Delphi Municipal Airport  (1I9)
 DR3998
 DR3998.The horizontal coordinates were established by GPS observations
 DR3998.and adjusted by the GEOPRO CONSULTANTS LLC in February 2020.
 DR3998
 DR3998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3998.been affixed to the stable North American tectonic plate. See 
 DR3998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3998
 DR3998.The horizontal coordinates are valid at the epoch date displayed above
 DR3998.which is a decimal equivalence of Year/Month/Day.
 DR3998
 DR3998.The orthometric height was determined by GPS observations and a
 DR3998.high-resolution geoid model.
 DR3998
 DR3998.GPS derived orthometric heights for airport stations designated as
 DR3998.PACS or SACS are published to 2 decimal places.  This maintains
 DR3998.centimeter relative accuracy between the PACS and SACS.  It does
 DR3998.not indicate centimeter accuracy relative to other marks which are
 DR3998.part of the published vertical control network.
 DR3998
 DR3998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3998.GEOID18 height accuracy estimate available here.
 DR3998
 DR3998.Click photographs - Photos may exist for this station.
 DR3998
 DR3998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3998
 DR3998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3998
 DR3998.The ellipsoidal height was determined by GPS observations
 DR3998.and is referenced to NAD 83.
 DR3998
 DR3998. The following values were computed from the NAD 83(2011) position.
 DR3998
 DR3998;                    North         East     Units Scale Factor Converg.
 DR3998;SPC IN W     -   587,987.516   934,074.769   MT  0.99998095   +0 15 41.3
 DR3998;SPC IN W     - 1,929,089.04  3,064,543.64   sFT  0.99998095   +0 15 41.3
 DR3998;UTM  16      - 4,488,176.056   527,005.702   MT  0.99960898   +0 12 26.3
 DR3998
 DR3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3998!SPC IN W     -   0.99997334  x   0.99998095  =   0.99995429
 DR3998!UTM  16      -   0.99997334  x   0.99960898  =   0.99958233
 DR3998
 DR3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2700588176(NAD 83)
 DR3998
 DR3998                          SUPERSEDED SURVEY CONTROL
 DR3998
 DR3998.No superseded survey control is available for this station.
 DR3998
 DR3998_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3998_STAMPING: 1I9 B 2019
 DR3998_MARK LOGO: NONE
 DR3998_PROJECTION: RECESSED 5 CENTIMETERS
 DR3998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3998+STABILITY: SURFACE MOTION
 DR3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3998+SATELLITE: SATELLITE OBSERVATIONS - August , 2019
 DR3998
 DR3998  HISTORY     - Date     Condition        Report By
 DR3998  HISTORY     - 201908   MONUMENTED       GEOPRO
 DR3998
 DR3998                          STATION DESCRIPTION
 DR3998
 DR3998'DESCRIBED BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 DR3998'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF FLORA, 5.3 MI
 DR3998'(8.5 KM) NORTH OF PYRMONT AND 3.0 MI (4.8 KM) SOUTH OF DELPHI AT THE
 DR3998'DELPHI MUNICIPAL AIRPORT.  OWNERSHIP--DELPHI MUNICIPAL AIRPORT (1I9),
 DR3998'8296 W DIVISION LINE RD, DELPHI, IN 46923, PHONE 260-316-4262.
 DR3998'AIRPORT MANAGER IS ED NAGLE.
 DR3998'
 DR3998'TO REACH THE STATION FROM THE INTERSECTION OF HOOSIER HEARTLAND
 DR3998'HIGHWAY (STATE ROUTE 25) AND STATE ROAD 39 IN THE CITY OF DELPHI GO
 DR3998'SOUTH EAST 1.60 MI (2.57 KM) ON STATE ROAD 39 TO THE INTERSECTION OF
 DR3998'WEST DIVISION ROAD (STATE ROAD 18).  TURN RIGHT AND GO WEST ON
 DR3998'DIVISION ROAD FOR 2.02 MI (3.25 KM) TO THE AIRPORT ENTRANCE ROAD.
 DR3998'TURN LEFT AND GO SOUTH ON THE THE AIRPORT ENTRANCE ROAD FOR 0.10 MI
 DR3998'(0.16 KM) TO THE AIRPORT OFFICE OF THE RIGHT, AFTER OBTAINING APPROVAL
 DR3998'FROM THE AIRPORT MANAGER.  CONTINUE SOUTH ACROSS THE APRON FOR 150 FT
 DR3998'(45.7 M) TO THE RUNWAY ENTRANCE.  TURN LEFT AND CONTINUE ACROSS THE
 DR3998'RUNWAY FOR 300 FT (91.4 M) TO THE GRASS AREA EAST OF THE RUNWAY.  TURN
 DR3998'RIGHT AND GO SOUTH IN THE GRASS AREA FOR 630 FT (192.0 M) TO THE
 DR3998'STATION ON THE RIGHT.
 DR3998'
 DR3998'THE STATION IS A BRASS DISK, SET IN A ROUND 30 CM (12-INCH) CONCRETE
 DR3998'MONUMENT 1.5 M (5 FT) DEEP RECESSED 5 CM BELOW THE GROUND. IT IS
 DR3998'LOCATED 365.0 FT (111.3 M) SOUTH FROM THE EASTERN MOST PAPI LIGHT,
 DR3998'141.2 FT (43.0 M) SOUTHEAST FROM A RUNWAY EDGE LIGHT, 104.0 FT (31.7
 DR3998'M) NORTHEAST FROM A RUNWAY EDGE LIGHT AND 86.5 FT (26.4 M) EAST OF THE
 DR3998'EAST EDGE OF PAVEMENT OF RUNWAY 18/36 AND 0.5 FT (15 CM) WEST OF A
 DR3998'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DR3998'CONTROL STATION (SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR3999 ***********************************************************************
 DR3999  SACS        -  This is a Secondary Airport Control Station.
 DR3999  DESIGNATION -  1I9 C
 DR3999  PID         -  DR3999
 DR3999  STATE/COUNTY-  IN/CARROLL
 DR3999  COUNTRY     -  US
 DR3999  USGS QUAD   -  DELPHI (2019)
 DR3999
 DR3999                         *CURRENT SURVEY CONTROL
 DR3999  ______________________________________________________________________
 DR3999* NAD 83(2011) POSITION- 40 32 09.22386(N) 086 40 51.69747(W)   ADJUSTED
 DR3999* NAD 83(2011) ELLIP HT-   170.035 (meters)        (02/10/20)   ADJUSTED
 DR3999* NAD 83(2011) EPOCH   -  2010.00
 DR3999* NAVD 88 ORTHO HEIGHT -   204.04  (meters)      669.4   (feet) GPS OBS
 DR3999  ______________________________________________________________________
 DR3999  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 DR3999  NAD 83(2011) X  -    281,042.151 (meters)                     COMP
 DR3999  NAD 83(2011) Y  - -4,846,232.421 (meters)                     COMP
 DR3999  NAD 83(2011) Z  -  4,123,500.569 (meters)                     COMP
 DR3999  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DR3999
 DR3999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3999  Standards:
 DR3999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3999  -------------------------------------------------------------------
 DR3999  NETWORK    0.91   1.57           0.42   0.31   0.80     -0.08046210
 DR3999  -------------------------------------------------------------------
 DR3999  Click here for local accuracies and other accuracy information.
 DR3999
 DR3999.This mark is at Delphi Municipal Airport  (1I9)
 DR3999
 DR3999.The horizontal coordinates were established by GPS observations
 DR3999.and adjusted by the GEOPRO CONSULTANTS LLC in February 2020.
 DR3999
 DR3999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3999.been affixed to the stable North American tectonic plate. See 
 DR3999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3999
 DR3999.The horizontal coordinates are valid at the epoch date displayed above
 DR3999.which is a decimal equivalence of Year/Month/Day.
 DR3999
 DR3999.The orthometric height was determined by GPS observations and a
 DR3999.high-resolution geoid model.
 DR3999
 DR3999.GPS derived orthometric heights for airport stations designated as
 DR3999.PACS or SACS are published to 2 decimal places.  This maintains
 DR3999.centimeter relative accuracy between the PACS and SACS.  It does
 DR3999.not indicate centimeter accuracy relative to other marks which are
 DR3999.part of the published vertical control network.
 DR3999
 DR3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3999.GEOID18 height accuracy estimate available here.
 DR3999
 DR3999.Click photographs - Photos may exist for this station.
 DR3999
 DR3999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3999
 DR3999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3999
 DR3999.The ellipsoidal height was determined by GPS observations
 DR3999.and is referenced to NAD 83.
 DR3999
 DR3999. The following values were computed from the NAD 83(2011) position.
 DR3999
 DR3999;                    North         East     Units Scale Factor Converg.
 DR3999;SPC IN W     -   587,099.148   934,083.326   MT  0.99998096   +0 15 41.3
 DR3999;SPC IN W     - 1,926,174.45  3,064,571.71   sFT  0.99998096   +0 15 41.3
 DR3999;UTM  16      - 4,487,288.011   527,013.417   MT  0.99960898   +0 12 26.3
 DR3999
 DR3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3999!SPC IN W     -   0.99997333  x   0.99998096  =   0.99995429
 DR3999!UTM  16      -   0.99997333  x   0.99960898  =   0.99958232
 DR3999
 DR3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2701387288(NAD 83)
 DR3999
 DR3999                          SUPERSEDED SURVEY CONTROL
 DR3999
 DR3999.No superseded survey control is available for this station.
 DR3999
 DR3999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3999_STAMPING: 1I9 C 2019
 DR3999_MARK LOGO: NONE
 DR3999_PROJECTION: RECESSED 5 CENTIMETERS
 DR3999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3999+STABILITY: SURFACE MOTION
 DR3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3999+SATELLITE: SATELLITE OBSERVATIONS - August , 2019
 DR3999
 DR3999  HISTORY     - Date     Condition        Report By
 DR3999  HISTORY     - 201908   MONUMENTED       GEOPRO
 DR3999
 DR3999                          STATION DESCRIPTION
 DR3999
 DR3999'DESCRIBED BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 DR3999'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF FLORA, 4.7 MI
 DR3999'(7.6 KM) NORTH OF PYRMONT AND 3.6 MI (5.8 KM) SOUTH OF DELPHI AT THE
 DR3999'DELPHI MUNICIPAL AIRPORT.  OWNERSHIP--DELPHI MUNICIPAL AIRPORT (1I9),
 DR3999'8296 W DIVISION LINE RD, DELPHI, IN 46923, PHONE 260-316-4262.
 DR3999'AIRPORT MANAGER IS ED NAGLE.
 DR3999'
 DR3999'TO REACH THE STATION FROM THE INTERSECTION OF HOOSIER HEARTLAND
 DR3999'HIGHWAY (STATE ROUTE 25) AND STATE ROAD 39 IN THE CITY OF DELPHI GO
 DR3999'SOUTH EAST 1.60 MI (2.57 KM) ON STATE ROAD 39 TO THE INTERSECTION OF
 DR3999'WEST DIVISION ROAD (STATE ROAD 18).  TURN RIGHT AND GO WEST ON
 DR3999'DIVISION ROAD FOR 2.02 MI (3.25 KM) TO THE AIRPORT ENTRANCE ROAD.
 DR3999'TURN LEFT AND GO SOUTH ON THE THE AIRPORT ENTRANCE ROAD FOR 0.10 MI
 DR3999'(0.16 KM) TO THE AIRPORT OFFICE OF THE RIGHT, AFTER OBTAINING APPROVAL
 DR3999'FROM THE AIRPORT MANAGER.  CONTINUE SOUTH ACROSS THE APRON FOR 150 FT
 DR3999'(45.7 M) TO THE RUNWAY ENTRANCE.  TURN LEFT AND CONTINUE ACROSS THE
 DR3999'RUNWAY FOR 300 FT (91.4 M) TO THE GRASS AREA EAST OF THE RUNWAY.  TURN
 DR3999'RIGHT AND GO SOUTH IN THE GRASS AREA FOR 0.65 MI (1.05 KM) TO THE
 DR3999'STATION ON THE LEFT.
 DR3999'
 DR3999'THE STATION IS A BRASS DISK, SET IN A ROUND 30 CM (12-INCH) CONCRETE
 DR3999'MONUMENT 1.5 M (5 FT) DEEP RECESSED 5 CM BELOW THE GROUND. IT IS
 DR3999'LOCATED 248.4 FT (75.7 M) NORTH FROM THE EASTERN REIL FOR RUNWAY 36,
 DR3999'77.4 FT (23.6 M) EAST FROM A EASTERN EDGE OF RUNWAY18/36, 22.0 FT (6.7
 DR3999'M) WEST FROM A WESTERN EDGE OF CORNFIELD, AND 0.5 FT (15 CM) SOUTH OF
 DR3999'A WITNESS POST. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DR3999'CONTROL STATION (SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1131 ***********************************************************************
 KA1131  DESIGNATION -  2
 KA1131  PID         -  KA1131
 KA1131  STATE/COUNTY-  IN/VIGO
 KA1131  COUNTRY     -  US
 KA1131  USGS QUAD   -  TERRE HAUTE (2019)
 KA1131
 KA1131                         *CURRENT SURVEY CONTROL
 KA1131  ______________________________________________________________________
 KA1131* NAD 83(1986) POSITION- 39 28 36.     (N) 087 24 59.     (W)   SCALED
 KA1131* NAVD 88 ORTHO HEIGHT -   152.77  (+/-2cm)      501.2   (feet) VERTCON3
 KA1131  ______________________________________________________________________
 KA1131  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 KA1131  VERT ORDER      -  THIRD (See Below)
 KA1131
 KA1131.The horizontal coordinates were scaled from a map and have
 KA1131.an estimated accuracy of +/- 6 seconds.
 KA1131
 KA1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1131
 KA1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1131.GEOID18 height accuracy estimate available here.
 KA1131
 KA1131.The vertical order pertains to the NGVD 29 superseded value.
 KA1131
 KA1131.Click photographs - Photos may exist for this station.
 KA1131
 KA1131;                    North         East    Units  Estimated Accuracy
 KA1131;SPC IN W     -   469,470.      871,340.      MT  (+/- 180 meters Scaled)
 KA1131
 KA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ641697(NAD 83)
 KA1131
 KA1131                          SUPERSEDED SURVEY CONTROL
 KA1131
 KA1131  NGVD 29 (??/??/??)  152.87   (m)          501.5    (f) RESET       3  
 KA1131
 KA1131.Superseded values are not recommended for survey control.
 KA1131
 KA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1131.See file dsdata.pdf to determine how the superseded data were derived.
 KA1131
 KA1131_MARKER: P = PIPE CAP
 KA1131_SETTING: 0 = UNSPECIFIED SETTING
 KA1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1131
 KA1131  HISTORY     - Date     Condition        Report By
 KA1131  HISTORY     - UNK      MONUMENTED       DOD
 KA1131  HISTORY     - 1929     GOOD             DOD
 KA1131  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1131
 KA1131                          STATION DESCRIPTION
 KA1131
 KA1131'DESCRIBED BY US DEPARTMENT OF DEFENSE 1929
 KA1131'AT TERRE HAUTE.
 KA1131'AT THE WATERWORKS, AT THE SOUTHEAST CORNER OF THE RESERVOIR, AND
 KA1131'1.5 FEET FROM THE CORNER POST.
 KA1131
 KA1131                          STATION RECOVERY (1986)
 KA1131
 KA1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0812 ***********************************************************************
 HZ0812  DESIGNATION -  2
 HZ0812  PID         -  HZ0812
 HZ0812  STATE/COUNTY-  IN/SWITZERLAND
 HZ0812  COUNTRY     -  US
 HZ0812  USGS QUAD   -  FLORENCE (2019)
 HZ0812
 HZ0812                         *CURRENT SURVEY CONTROL
 HZ0812  ______________________________________________________________________
 HZ0812* NAD 83(1986) POSITION- 38 46 54.     (N) 084 57 49.     (W)   SCALED
 HZ0812* NAVD 88 ORTHO HEIGHT -   143.458 (meters)      470.66  (feet) ADJUSTED
 HZ0812  ______________________________________________________________________
 HZ0812  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0812  DYNAMIC HEIGHT  -        143.367 (meters)      470.36  (feet) COMP
 HZ0812  MODELED GRAVITY -    979,991.5   (mgal)                       NAVD 88
 HZ0812
 HZ0812  VERT ORDER      -  FIRST     CLASS II
 HZ0812
 HZ0812.The horizontal coordinates were scaled from a map and have
 HZ0812.an estimated accuracy of +/- 6 seconds.
 HZ0812
 HZ0812.The orthometric height was determined by differential leveling and
 HZ0812.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0812.in June 1991.
 HZ0812
 HZ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0812.GEOID18 height accuracy estimate available here.
 HZ0812
 HZ0812.Click photographs - Photos may exist for this station.
 HZ0812
 HZ0812.The dynamic height is computed by dividing the NAVD 88
 HZ0812.geopotential number by the normal gravity value computed on the
 HZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0812.degrees latitude (g = 980.6199 gals.).
 HZ0812
 HZ0812.The modeled gravity was interpolated from observed gravity values.
 HZ0812
 HZ0812;                    North         East    Units  Estimated Accuracy
 HZ0812;SPC IN E     -   392,490.      161,090.      MT  (+/- 180 meters Scaled)
 HZ0812
 HZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH768945(NAD 83)
 HZ0812
 HZ0812                          SUPERSEDED SURVEY CONTROL
 HZ0812
 HZ0812  NGVD 29 (??/??/92)  143.647  (m)          471.28   (f) ADJ UNCH    1 2
 HZ0812
 HZ0812.Superseded values are not recommended for survey control.
 HZ0812
 HZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0812.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0812
 HZ0812_MARKER: DD = SURVEY DISK
 HZ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0812_STAMPING: 2
 HZ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0812+STABILITY: SURFACE MOTION
 HZ0812
 HZ0812  HISTORY     - Date     Condition        Report By
 HZ0812  HISTORY     - UNK      MONUMENTED       USACE
 HZ0812  HISTORY     - 1965     GOOD             CGS
 HZ0812  HISTORY     - 20111224 MARK NOT FOUND   GEOCAC
 HZ0812
 HZ0812                          STATION DESCRIPTION
 HZ0812
 HZ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0812'2.2 MI W FROM FLORENCE.
 HZ0812'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0812'OFFICE AT FLORENCE, IN SECTION 2, T 1 N, R 2 W, ABOUT 0.2 MILE
 HZ0812'NORTH AND IN LINE WITH THE CENTER LINE OF THE MARKLAND DAM, 42
 HZ0812'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH OF THE
 HZ0812'SOUTHWEST CORNER OF AN OLD BARN, 1.0 FOOT WEST OF A METAL
 HZ0812'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HZ0812'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 HZ0812
 HZ0812                          STATION RECOVERY (2011)
 HZ0812
 HZ0812'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 HZ0812'THE NORTH EMBANKMENT FOR THE HIGHWAY ACROSS THE DAM IS CONSTRUCTED AT
 HZ0812'THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0240 ***********************************************************************
 LA0240  DESIGNATION -  201
 LA0240  PID         -  LA0240
 LA0240  STATE/COUNTY-  IN/RANDOLPH
 LA0240  COUNTRY     -  US
 LA0240  USGS QUAD   -  UNION CITY (2019)
 LA0240
 LA0240                         *CURRENT SURVEY CONTROL
 LA0240  ______________________________________________________________________
 LA0240* NAD 83(1986) POSITION- 40 11 28.     (N) 084 50 52.     (W)   SCALED
 LA0240* NAVD 88 ORTHO HEIGHT -   333.871 (meters)     1095.38  (feet) ADJUSTED
 LA0240  ______________________________________________________________________
 LA0240  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 LA0240  DYNAMIC HEIGHT  -        333.693 (meters)     1094.79  (feet) COMP
 LA0240  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA0240
 LA0240  VERT ORDER      -  SECOND    CLASS 0
 LA0240
 LA0240.The horizontal coordinates were scaled from a map and have
 LA0240.an estimated accuracy of +/- 6 seconds.
 LA0240
 LA0240.The orthometric height was determined by differential leveling and
 LA0240.adjusted by the NATIONAL GEODETIC SURVEY
 LA0240.in June 1991.
 LA0240
 LA0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0240.GEOID18 height accuracy estimate available here.
 LA0240
 LA0240.Click photographs - Photos may exist for this station.
 LA0240
 LA0240.The dynamic height is computed by dividing the NAVD 88
 LA0240.geopotential number by the normal gravity value computed on the
 LA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0240.degrees latitude (g = 980.6199 gals.).
 LA0240
 LA0240.The modeled gravity was interpolated from observed gravity values.
 LA0240
 LA0240;                    North         East    Units  Estimated Accuracy
 LA0240;SPC IN E     -   549,060.      169,730.      MT  (+/- 180 meters Scaled)
 LA0240
 LA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832511(NAD 83)
 LA0240
 LA0240                          SUPERSEDED SURVEY CONTROL
 LA0240
 LA0240  NGVD 29 (??/??/92)  334.018  (m)         1095.86   (f) ADJ UNCH    2 0
 LA0240
 LA0240.Superseded values are not recommended for survey control.
 LA0240
 LA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0240.See file dsdata.pdf to determine how the superseded data were derived.
 LA0240
 LA0240_MARKER: R = RIVET
 LA0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0240_SP_SET: BRIDGE
 LA0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0240
 LA0240  HISTORY     - Date     Condition        Report By
 LA0240  HISTORY     - UNK      MONUMENTED       PCRR
 LA0240  HISTORY     - 1934     GOOD             CGS
 LA0240
 LA0240                          STATION DESCRIPTION
 LA0240
 LA0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0240'2.2 MI W FROM UNION CITY.
 LA0240'2.2 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0240'ST. LOUIS RAILWAY FROM THE STATION AT UNION CITY, RANDOLPH
 LA0240'COUNTY, AT POLE 200/50, AT A CONCRETE BRIDGE OVER A SMALL
 LA0240'STREAM, IN THE TOP OF THE BACK WALL AT THE NORTHWEST CORNER OF
 LA0240'THE BRIDGE, 9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 LA0240'LOWER THAN THE TRACK.  AN IRON RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0865 ***********************************************************************
 LB0865  DESIGNATION -  201
 LB0865  PID         -  LB0865
 LB0865  STATE/COUNTY-  IN/TIPPECANOE
 LB0865  COUNTRY     -  US
 LB0865  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0865
 LB0865                         *CURRENT SURVEY CONTROL
 LB0865  ______________________________________________________________________
 LB0865* NAD 83(1986) POSITION- 40 25 15.     (N) 086 53 43.     (W)   SCALED
 LB0865* NAVD 88 ORTHO HEIGHT -   163.358 (meters)      535.95  (feet) ADJUSTED
 LB0865  ______________________________________________________________________
 LB0865  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 LB0865  DYNAMIC HEIGHT  -        163.277 (meters)      535.68  (feet) COMP
 LB0865  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 LB0865
 LB0865  VERT ORDER      -  SECOND    CLASS 0
 LB0865
 LB0865.The horizontal coordinates were scaled from a map and have
 LB0865.an estimated accuracy of +/- 6 seconds.
 LB0865
 LB0865.The orthometric height was determined by differential leveling and
 LB0865.adjusted by the NATIONAL GEODETIC SURVEY
 LB0865.in June 1991.
 LB0865
 LB0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0865.GEOID18 height accuracy estimate available here.
 LB0865
 LB0865.Click photographs - Photos may exist for this station.
 LB0865
 LB0865.The dynamic height is computed by dividing the NAVD 88
 LB0865.geopotential number by the normal gravity value computed on the
 LB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0865.degrees latitude (g = 980.6199 gals.).
 LB0865
 LB0865.The modeled gravity was interpolated from observed gravity values.
 LB0865
 LB0865;                    North         East    Units  Estimated Accuracy
 LB0865;SPC IN W     -   574,260.      915,960.      MT  (+/- 180 meters Scaled)
 LB0865
 LB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK088744(NAD 83)
 LB0865
 LB0865                          SUPERSEDED SURVEY CONTROL
 LB0865
 LB0865  NGVD 29 (??/??/92)  163.456  (m)          536.27   (f) ADJ UNCH    2 0
 LB0865
 LB0865.Superseded values are not recommended for survey control.
 LB0865
 LB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0865.See file dsdata.pdf to determine how the superseded data were derived.
 LB0865
 LB0865_MARKER: DD = SURVEY DISK
 LB0865_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0865_STAMPING: 201
 LB0865_MARK LOGO: CGS+SS
 LB0865_PROJECTION: PROJECTING 5 CENTIMETERS
 LB0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0865
 LB0865  HISTORY     - Date     Condition        Report By
 LB0865  HISTORY     - 1934     MONUMENTED       INGS
 LB0865  HISTORY     - 1941     MARK NOT FOUND   CGS
 LB0865
 LB0865                          STATION DESCRIPTION
 LB0865
 LB0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB0865'AT LA FAYETTE.
 LB0865'AT LA FAYETTE, TIPPECANOE COUNTY, AT LA FAYETTE MUNICIPAL
 LB0865'PARKING LOT, WEST OF THE INTERSECTION OF NORTH AND THIRD STREETS,
 LB0865'202 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CITY SCALE
 LB0865'BUILDING, 165 FEET NORTH OF THE NORTHWEST CORNER OF THE CRABBS
 LB0865'REYNOLDS TAYLOR ELEVATOR, 20.0 FEET EAST OF THE EAST RAIL OF THE
 LB0865'MONON FREIGHT HOUSE TRACKS, 2.0 FEET EAST OF THE WEST FENCE OF
 LB0865'THE PARKING LOT, AND 4 FEET HIGHER THAN THE TRACK.  A STATE
 LB0865'SURVEY STANDARD DISK, STAMPED 201 AND SET IN THE TOP OF A
 LB0865'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0243 ***********************************************************************
 KA0243  DESIGNATION -  201
 KA0243  PID         -  KA0243
 KA0243  STATE/COUNTY-  IN/HAMILTON
 KA0243  COUNTRY     -  US
 KA0243  USGS QUAD   -  CARMEL (2019)
 KA0243
 KA0243                         *CURRENT SURVEY CONTROL
 KA0243  ______________________________________________________________________
 KA0243* NAD 83(1986) POSITION- 39 59 19.     (N) 086 07 53.     (W)   SCALED
 KA0243* NAVD 88 ORTHO HEIGHT -   252.716 (meters)      829.12  (feet) ADJUSTED
 KA0243  ______________________________________________________________________
 KA0243  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 KA0243  DYNAMIC HEIGHT  -        252.577 (meters)      828.66  (feet) COMP
 KA0243  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 KA0243
 KA0243  VERT ORDER      -  SECOND    CLASS 0
 KA0243
 KA0243.The horizontal coordinates were scaled from a map and have
 KA0243.an estimated accuracy of +/- 6 seconds.
 KA0243
 KA0243.The orthometric height was determined by differential leveling and
 KA0243.adjusted by the NATIONAL GEODETIC SURVEY
 KA0243.in June 1991.
 KA0243
 KA0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0243.GEOID18 height accuracy estimate available here.
 KA0243
 KA0243.Click photographs - Photos may exist for this station.
 KA0243
 KA0243.The dynamic height is computed by dividing the NAVD 88
 KA0243.geopotential number by the normal gravity value computed on the
 KA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0243.degrees latitude (g = 980.6199 gals.).
 KA0243
 KA0243.The modeled gravity was interpolated from observed gravity values.
 KA0243
 KA0243;                    North         East    Units  Estimated Accuracy
 KA0243;SPC IN E     -   526,360.       60,310.      MT  (+/- 180 meters Scaled)
 KA0243
 KA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK741268(NAD 83)
 KA0243
 KA0243                          SUPERSEDED SURVEY CONTROL
 KA0243
 KA0243  NGVD 29 (??/??/92)  252.842  (m)          829.53   (f) ADJ UNCH    2 0
 KA0243
 KA0243.Superseded values are not recommended for survey control.
 KA0243
 KA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0243.See file dsdata.pdf to determine how the superseded data were derived.
 KA0243
 KA0243_MARKER: DD = SURVEY DISK
 KA0243_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA0243_STAMPING: 201
 KA0243_MARK LOGO: CGS+SS
 KA0243_PROJECTION: FLUSH
 KA0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0243
 KA0243  HISTORY     - Date     Condition        Report By
 KA0243  HISTORY     - 1934     MONUMENTED       INGS
 KA0243  HISTORY     - 1935     GOOD             CGS
 KA0243  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0243
 KA0243                          STATION DESCRIPTION
 KA0243
 KA0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0243'0.8 MI N FROM CARMEL.
 KA0243'0.8 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0243'RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 31 YARDS
 KA0243'SOUTH OF MILEPOST B 167, 87 YARDS SOUTH OF THE U.S. HIGHWAY 31
 KA0243'BRIDGE OVER THE TRACK, 7 YARDS EAST OF THE EAST RAIL, AND 1 YARD
 KA0243'WEST OF THE FENCE LINE.  A STATE SURVEY STANDARD DISK, STAMPED
 KA0243'201 AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 KA0243
 KA0243                          STATION RECOVERY (1967)
 KA0243
 KA0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0864 ***********************************************************************
 LB0864  DESIGNATION -  202
 LB0864  PID         -  LB0864
 LB0864  STATE/COUNTY-  IN/TIPPECANOE
 LB0864  COUNTRY     -  US
 LB0864  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0864
 LB0864                         *CURRENT SURVEY CONTROL
 LB0864  ______________________________________________________________________
 LB0864* NAD 83(1986) POSITION- 40 25 15.40   (N) 086 53 22.38   (W)   HD_HELD1
 LB0864* NAVD 88 ORTHO HEIGHT -   172.857 (meters)      567.12  (feet) ADJUSTED
 LB0864  ______________________________________________________________________
 LB0864  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 LB0864  DYNAMIC HEIGHT  -        172.772 (meters)      566.84  (feet) COMP
 LB0864  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB0864
 LB0864  VERT ORDER      -  SECOND    CLASS 0
 LB0864
 LB0864.The horizontal coordinates were determined by differentially corrected
 LB0864.hand held GPS observations or other comparable positioning techniques
 LB0864.and have an estimated accuracy of +/- 3 meters.
 LB0864
 LB0864.The orthometric height was determined by differential leveling and
 LB0864.adjusted by the NATIONAL GEODETIC SURVEY
 LB0864.in June 1991.
 LB0864
 LB0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0864.GEOID18 height accuracy estimate available here.
 LB0864
 LB0864.Click photographs - Photos may exist for this station.
 LB0864
 LB0864.The dynamic height is computed by dividing the NAVD 88
 LB0864.geopotential number by the normal gravity value computed on the
 LB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0864.degrees latitude (g = 980.6199 gals.).
 LB0864
 LB0864.The modeled gravity was interpolated from observed gravity values.
 LB0864
 LB0864;                    North         East    Units  Estimated Accuracy
 LB0864;SPC IN W     -   574,275.2     916,445.3     MT  (+/- 3 meters HH1 GPS) 
 LB0864
 LB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0936974485(NAD 83)
 LB0864
 LB0864                          SUPERSEDED SURVEY CONTROL
 LB0864
 LB0864  NGVD 29 (??/??/92)  172.955  (m)          567.44   (f) ADJ UNCH    2 0
 LB0864
 LB0864.Superseded values are not recommended for survey control.
 LB0864
 LB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0864.See file dsdata.pdf to determine how the superseded data were derived.
 LB0864
 LB0864_MARKER: DD = SURVEY DISK
 LB0864_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0864_STAMPING: 202
 LB0864_MARK LOGO: CGS+SS
 LB0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0864
 LB0864  HISTORY     - Date     Condition        Report By
 LB0864  HISTORY     - 1934     MONUMENTED       INGS
 LB0864  HISTORY     - 1935     GOOD             CGS
 LB0864
 LB0864                          STATION DESCRIPTION
 LB0864
 LB0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0864'AT LA FAYETTE.
 LB0864'AT LA FAYETTE, TIPPECANOE COUNTY, ALONG NORTH STREET, 30 YARDS
 LB0864'SOUTH OF THE SOUTHEAST CORNER OF THE ALBERT A. WELLS MEMORIAL
 LB0864'LIBRARY, 40.1 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB0864'INTERSECTION OF NORTH AND SEVENTH STREETS, 5.5 FEET NORTH OF THE
 LB0864'NORTH EDGE OF SOUTH SIDEWALK ALONG NORTH STREET, 1.1 FEET SOUTH
 LB0864'OF THE SOUTH CURB OF NORTH STREET, AND LEVEL WITH THE CURB.  A
 LB0864'STATE SURVEY STANDARD DISK, STAMPED 202 AND SET IN THE TOP OF A
 LB0864'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0245 ***********************************************************************
 KA0245  DESIGNATION -  202
 KA0245  PID         -  KA0245
 KA0245  STATE/COUNTY-  IN/HAMILTON
 KA0245  COUNTRY     -  US
 KA0245  USGS QUAD   -  CARMEL (2019)
 KA0245
 KA0245                         *CURRENT SURVEY CONTROL
 KA0245  ______________________________________________________________________
 KA0245* NAD 83(1986) POSITION- 39 59 07.     (N) 086 07 48.     (W)   SCALED
 KA0245* NAVD 88 ORTHO HEIGHT -   250.060 (meters)      820.41  (feet) ADJUSTED
 KA0245  ______________________________________________________________________
 KA0245  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 KA0245  DYNAMIC HEIGHT  -        249.922 (meters)      819.95  (feet) COMP
 KA0245  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 KA0245
 KA0245  VERT ORDER      -  SECOND    CLASS 0
 KA0245
 KA0245.The horizontal coordinates were scaled from a map and have
 KA0245.an estimated accuracy of +/- 6 seconds.
 KA0245
 KA0245.The orthometric height was determined by differential leveling and
 KA0245.adjusted by the NATIONAL GEODETIC SURVEY
 KA0245.in June 1991.
 KA0245
 KA0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0245.GEOID18 height accuracy estimate available here.
 KA0245
 KA0245.Click photographs - Photos may exist for this station.
 KA0245
 KA0245.The dynamic height is computed by dividing the NAVD 88
 KA0245.geopotential number by the normal gravity value computed on the
 KA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0245.degrees latitude (g = 980.6199 gals.).
 KA0245
 KA0245.The modeled gravity was interpolated from observed gravity values.
 KA0245
 KA0245;                    North         East    Units  Estimated Accuracy
 KA0245;SPC IN E     -   525,990.       60,430.      MT  (+/- 180 meters Scaled)
 KA0245
 KA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK742264(NAD 83)
 KA0245
 KA0245                          SUPERSEDED SURVEY CONTROL
 KA0245
 KA0245  NGVD 29 (??/??/92)  250.186  (m)          820.82   (f) ADJ UNCH    2 0
 KA0245
 KA0245.Superseded values are not recommended for survey control.
 KA0245
 KA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0245.See file dsdata.pdf to determine how the superseded data were derived.
 KA0245
 KA0245_MARKER: DD = SURVEY DISK
 KA0245_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA0245_STAMPING: 202
 KA0245_MARK LOGO: CGS+SS
 KA0245_PROJECTION: FLUSH
 KA0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0245
 KA0245  HISTORY     - Date     Condition        Report By
 KA0245  HISTORY     - 1934     MONUMENTED       INGS
 KA0245  HISTORY     - 1935     GOOD             CGS
 KA0245  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0245
 KA0245                          STATION DESCRIPTION
 KA0245
 KA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0245'0.5 MI N FROM CARMEL.
 KA0245'0.5 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0245'RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 0.3 MILE
 KA0245'SOUTH OF THE U.S. HIGHWAY 31 BRIDGE OVER THE TRACK, 18 1/2 RAILS
 KA0245'NORTH OF CULVERT 167.4, IN THE SOUTHEAST ANGLE OF A GRAVEL-ROAD
 KA0245'CROSSING, 9 YARDS EAST OF THE EAST RAIL, 7 RAILS SOUTH OF THE
 KA0245'CENTERLINE OF THE ROAD, AND 1 YARD WEST OF THE FENCE LINE.  A
 KA0245'STATE SURVEY STANDARD DISK, STAMPED 202 AND SET IN THE TOP OF A
 KA0245'CONCRETE POST LEVEL WITH THE GROUND.
 KA0245
 KA0245                          STATION RECOVERY (1967)
 KA0245
 KA0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0982 ***********************************************************************
 HZ0982  DESIGNATION -  202
 HZ0982  PID         -  HZ0982
 HZ0982  STATE/COUNTY-  IN/JEFFERSON
 HZ0982  COUNTRY     -  US
 HZ0982  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0982
 HZ0982                         *CURRENT SURVEY CONTROL
 HZ0982  ______________________________________________________________________
 HZ0982* NAD 83(1986) POSITION- 38 51 14.     (N) 085 28 42.     (W)   SCALED
 HZ0982* NAVD 88 ORTHO HEIGHT -   246.713 (meters)      809.42  (feet) ADJUSTED
 HZ0982  ______________________________________________________________________
 HZ0982  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 HZ0982  DYNAMIC HEIGHT  -        246.552 (meters)      808.90  (feet) COMP
 HZ0982  MODELED GRAVITY -    979,969.4   (mgal)                       NAVD 88
 HZ0982
 HZ0982  VERT ORDER      -  SECOND    CLASS 0
 HZ0982
 HZ0982.The horizontal coordinates were scaled from a map and have
 HZ0982.an estimated accuracy of +/- 6 seconds.
 HZ0982
 HZ0982.The orthometric height was determined by differential leveling and
 HZ0982.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0982.in June 1991.
 HZ0982
 HZ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0982.GEOID18 height accuracy estimate available here.
 HZ0982
 HZ0982.Click photographs - Photos may exist for this station.
 HZ0982
 HZ0982.The dynamic height is computed by dividing the NAVD 88
 HZ0982.geopotential number by the normal gravity value computed on the
 HZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0982.degrees latitude (g = 980.6199 gals.).
 HZ0982
 HZ0982.The modeled gravity was interpolated from observed gravity values.
 HZ0982
 HZ0982;                    North         East    Units  Estimated Accuracy
 HZ0982;SPC IN E     -   400,290.      116,350.      MT  (+/- 180 meters Scaled)
 HZ0982
 HZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ320016(NAD 83)
 HZ0982
 HZ0982                          SUPERSEDED SURVEY CONTROL
 HZ0982
 HZ0982  NGVD 29 (??/??/92)  246.857  (m)          809.90   (f) ADJ UNCH    2 0
 HZ0982
 HZ0982.Superseded values are not recommended for survey control.
 HZ0982
 HZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0982.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0982
 HZ0982_MARKER: DD = SURVEY DISK
 HZ0982_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ0982_STAMPING: STATION NO 202
 HZ0982_MARK LOGO: CGS+SS
 HZ0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0982
 HZ0982  HISTORY     - Date     Condition        Report By
 HZ0982  HISTORY     - 1934     MONUMENTED       INGS
 HZ0982  HISTORY     - 1935     GOOD             CGS
 HZ0982  HISTORY     - 20130716 MARK NOT FOUND   INDOT
 HZ0982
 HZ0982                          STATION DESCRIPTION
 HZ0982
 HZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0982'3.3 MI SE FROM DUPONT.
 HZ0982'3.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ0982'STATION AT DUPONT, JEFFERSON COUNTY, 240 FEET NORTHWEST ACROSS
 HZ0982'THE TRACK FROM MILEPOST C 35, 5.6 FEET SOUTHEAST OF THE SOUTHEAST
 HZ0982'END OF THE MIDDLE FORK STATION, IN THE NORTHWEST ANGLE OF A
 HZ0982'DIRT-ROAD CROSSING, 10.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HZ0982'AND LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK,
 HZ0982'STAMPED STATION NO 202 AND SET IN THE TOP OF A CONCRETE POST.
 HZ0982
 HZ0982                          STATION RECOVERY (2013)
 HZ0982
 HZ0982'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ0982'MONUMENT NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0863 ***********************************************************************
 LB0863  DESIGNATION -  203
 LB0863  PID         -  LB0863
 LB0863  STATE/COUNTY-  IN/TIPPECANOE
 LB0863  COUNTRY     -  US
 LB0863  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0863
 LB0863                         *CURRENT SURVEY CONTROL
 LB0863  ______________________________________________________________________
 LB0863* NAD 83(1986) POSITION- 40 25 14.     (N) 086 52 59.     (W)   SCALED
 LB0863* NAVD 88 ORTHO HEIGHT -   177.637 (meters)      582.80  (feet) ADJUSTED
 LB0863  ______________________________________________________________________
 LB0863  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 LB0863  DYNAMIC HEIGHT  -        177.550 (meters)      582.51  (feet) COMP
 LB0863  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 LB0863
 LB0863  VERT ORDER      -  SECOND    CLASS 0
 LB0863
 LB0863.The horizontal coordinates were scaled from a map and have
 LB0863.an estimated accuracy of +/- 6 seconds.
 LB0863
 LB0863.The orthometric height was determined by differential leveling and
 LB0863.adjusted by the NATIONAL GEODETIC SURVEY
 LB0863.in June 1991.
 LB0863
 LB0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0863.GEOID18 height accuracy estimate available here.
 LB0863
 LB0863.Click photographs - Photos may exist for this station.
 LB0863
 LB0863.The dynamic height is computed by dividing the NAVD 88
 LB0863.geopotential number by the normal gravity value computed on the
 LB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0863.degrees latitude (g = 980.6199 gals.).
 LB0863
 LB0863.The modeled gravity was interpolated from observed gravity values.
 LB0863
 LB0863;                    North         East    Units  Estimated Accuracy
 LB0863;SPC IN W     -   574,230.      917,000.      MT  (+/- 180 meters Scaled)
 LB0863
 LB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK099744(NAD 83)
 LB0863
 LB0863                          SUPERSEDED SURVEY CONTROL
 LB0863
 LB0863  NGVD 29 (??/??/92)  177.735  (m)          583.12   (f) ADJ UNCH    2 0
 LB0863
 LB0863.Superseded values are not recommended for survey control.
 LB0863
 LB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0863.See file dsdata.pdf to determine how the superseded data were derived.
 LB0863
 LB0863_MARKER: DD = SURVEY DISK
 LB0863_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0863_STAMPING: 203
 LB0863_MARK LOGO: CGS+SS
 LB0863_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0863
 LB0863  HISTORY     - Date     Condition        Report By
 LB0863  HISTORY     - 1934     MONUMENTED       INGS
 LB0863  HISTORY     - 1935     GOOD             CGS
 LB0863  HISTORY     - 1965     GOOD             CGS
 LB0863
 LB0863                          STATION DESCRIPTION
 LB0863
 LB0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0863'AT LA FAYETTE.
 LB0863'AT LA FAYETTE, TIPPECANOE COUNTY, ON THE WABASH RAILROAD, 44
 LB0863'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 42
 LB0863'YARDS SOUTH OF THE SOUTHEAST CORNER OF THE FREIGHT STATION, 51.0
 LB0863'FEET NORTH OF WATER SPOUT, 39.9 FEET SOUTHEAST OF INTERSECTION
 LB0863'OF THE CURBS OF NORTH AND ERIE STREETS, AND 7.2 FEET NORTHWEST
 LB0863'OF THE NORTHWEST RAIL OF THE MAIN LINE OF THE RAILROAD.  A
 LB0863'STATE SURVEY STANDARD DISK, STAMPED 203 AND SET IN THE TOP OF A
 LB0863'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0863
 LB0863                          STATION RECOVERY (1965)
 LB0863
 LB0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1054 ***********************************************************************
 ME1054  DESIGNATION -  206
 ME1054  PID         -  ME1054
 ME1054  STATE/COUNTY-  IN/LAKE
 ME1054  COUNTRY     -  US
 ME1054  USGS QUAD   -  GARY (2019)
 ME1054
 ME1054                         *CURRENT SURVEY CONTROL
 ME1054  ______________________________________________________________________
 ME1054* NAD 83(1986) POSITION- 41 36 22.     (N) 087 20 13.     (W)   SCALED
 ME1054* NAVD 88 ORTHO HEIGHT -   186.724 (meters)      612.61  (feet) ADJUSTED
 ME1054  ______________________________________________________________________
 ME1054  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 ME1054  DYNAMIC HEIGHT  -        186.655 (meters)      612.38  (feet) COMP
 ME1054  MODELED GRAVITY -    980,251.7   (mgal)                       NAVD 88
 ME1054
 ME1054  VERT ORDER      -  FIRST     CLASS II
 ME1054
 ME1054.The horizontal coordinates were scaled from a map and have
 ME1054.an estimated accuracy of +/- 6 seconds.
 ME1054
 ME1054.The orthometric height was determined by differential leveling and
 ME1054.adjusted by the NATIONAL GEODETIC SURVEY
 ME1054.in June 1991.
 ME1054
 ME1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1054.GEOID18 height accuracy estimate available here.
 ME1054
 ME1054.Click photographs - Photos may exist for this station.
 ME1054
 ME1054.The dynamic height is computed by dividing the NAVD 88
 ME1054.geopotential number by the normal gravity value computed on the
 ME1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1054.degrees latitude (g = 980.6199 gals.).
 ME1054
 ME1054.The modeled gravity was interpolated from observed gravity values.
 ME1054
 ME1054;                    North         East    Units  Estimated Accuracy
 ME1054;SPC IN W     -   705,900.      878,860.      MT  (+/- 180 meters Scaled)
 ME1054
 ME1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719060(NAD 83)
 ME1054
 ME1054                          SUPERSEDED SURVEY CONTROL
 ME1054
 ME1054  NGVD 29 (01/19/93)  186.839  (m)          612.99   (f) ADJUSTED    1 2
 ME1054  NGVD 29 (??/??/92)  186.839  (m)          612.99   (f) SUPERSEDED  1 2
 ME1054
 ME1054.Superseded values are not recommended for survey control.
 ME1054
 ME1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1054.See file dsdata.pdf to determine how the superseded data were derived.
 ME1054
 ME1054_MARKER: DD = SURVEY DISK
 ME1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1054_SP_SET: HEADWALL
 ME1054_STAMPING: 206
 ME1054_MARK LOGO: CGS+SS
 ME1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1054+STABILITY: SURFACE MOTION
 ME1054
 ME1054  HISTORY     - Date     Condition        Report By
 ME1054  HISTORY     - 1934     MONUMENTED       INGS
 ME1054  HISTORY     - 1934     GOOD             CGS
 ME1054  HISTORY     - 1985     GOOD             NGS
 ME1054
 ME1054                          STATION DESCRIPTION
 ME1054
 ME1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1054'AT GARY.
 ME1054'AT GARY, LAKE COUNTY, 30 YARDS NORTHWEST OF THE NEW YORK CENTRAL
 ME1054'RAILROAD STATION, AT THE BRIDGE OVER BROADWAY, IN THE EAST END
 ME1054'OF THE NORTH HEADWALL, 3 YARDS NORTH OF THE NORTH RAIL OF THE
 ME1054'WESTBOUND TRACK, AND ABOUT 15 FEET ABOVE THE STREET.  A STATE
 ME1054'SURVEY STANDARD DISK, STAMPED 206.
 ME1054
 ME1054                          STATION RECOVERY (1985)
 ME1054
 ME1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1054'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 ME1054'MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM ITS JUNCTION
 ME1054'WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, IN THE EAST END OF THE
 ME1054'NORTH CONCRETE HEADWALL OF THE 3RD 1 OF 4 RAILROAD BRIDGES SPANNING
 ME1054'BROADWAY, 13.7 M (44.9 FT) EAST OF THE CENTER OF THE HIGHWAY, AND
 ME1054'2.3 M (7.5 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD.
 ME1054'THE MARK IS 0.3 M BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0249 ***********************************************************************
 LA0249  DESIGNATION -  208
 LA0249  PID         -  LA0249
 LA0249  STATE/COUNTY-  IN/RANDOLPH
 LA0249  COUNTRY     -  US
 LA0249  USGS QUAD   -  WINCHESTER (2019)
 LA0249
 LA0249                         *CURRENT SURVEY CONTROL
 LA0249  ______________________________________________________________________
 LA0249* NAD 83(1986) POSITION- 40 10 29.     (N) 084 58 35.     (W)   SCALED
 LA0249* NAVD 88 ORTHO HEIGHT -   332.742 (meters)     1091.67  (feet) ADJUSTED
 LA0249  ______________________________________________________________________
 LA0249  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 LA0249  DYNAMIC HEIGHT  -        332.565 (meters)     1091.09  (feet) COMP
 LA0249  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LA0249
 LA0249  VERT ORDER      -  SECOND    CLASS 0
 LA0249
 LA0249.The horizontal coordinates were scaled from a map and have
 LA0249.an estimated accuracy of +/- 6 seconds.
 LA0249
 LA0249.The orthometric height was determined by differential leveling and
 LA0249.adjusted by the NATIONAL GEODETIC SURVEY
 LA0249.in June 1991.
 LA0249
 LA0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0249.GEOID18 height accuracy estimate available here.
 LA0249
 LA0249.Click photographs - Photos may exist for this station.
 LA0249
 LA0249.The dynamic height is computed by dividing the NAVD 88
 LA0249.geopotential number by the normal gravity value computed on the
 LA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0249.degrees latitude (g = 980.6199 gals.).
 LA0249
 LA0249.The modeled gravity was interpolated from observed gravity values.
 LA0249
 LA0249;                    North         East    Units  Estimated Accuracy
 LA0249;SPC IN E     -   547,150.      158,790.      MT  (+/- 180 meters Scaled)
 LA0249
 LA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722491(NAD 83)
 LA0249
 LA0249                          SUPERSEDED SURVEY CONTROL
 LA0249
 LA0249  NGVD 29 (??/??/92)  332.886  (m)         1092.14   (f) ADJ UNCH    2 0
 LA0249
 LA0249.Superseded values are not recommended for survey control.
 LA0249
 LA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0249.See file dsdata.pdf to determine how the superseded data were derived.
 LA0249
 LA0249_MARKER: B = BOLT
 LA0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0249_SP_SET: ABUTMENT
 LA0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0249
 LA0249  HISTORY     - Date     Condition        Report By
 LA0249  HISTORY     - UNK      MONUMENTED       PCRR
 LA0249  HISTORY     - 1947     GOOD             CGS
 LA0249
 LA0249                          STATION DESCRIPTION
 LA0249
 LA0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0249'AT WINCHESTER.
 LA0249'AT WINCHESTER, ABOUT 8 POLES EAST OF THE CLEVELAND, CINCINNATI,
 LA0249'CHICAGO AND ST. LOUIS RAILWAY STATION, IN THE TOP OF THE NORTH END
 LA0249'OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE OVER UNION STREET, AT
 LA0249'POLE NO. 207/45, 6 FEET NORTH OF THE NORTH RAIL OF THE WEST
 LA0249'BOUND TRACK AND ABOUT 2 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0254 ***********************************************************************
 LA0254  DESIGNATION -  209
 LA0254  PID         -  LA0254
 LA0254  STATE/COUNTY-  IN/RANDOLPH
 LA0254  COUNTRY     -  US
 LA0254  USGS QUAD   -  WINCHESTER (2019)
 LA0254
 LA0254                         *CURRENT SURVEY CONTROL
 LA0254  ______________________________________________________________________
 LA0254* NAD 83(1986) POSITION- 40 10 32.     (N) 084 59 24.     (W)   SCALED
 LA0254* NAVD 88 ORTHO HEIGHT -   332.540 (meters)     1091.01  (feet) ADJUSTED
 LA0254  ______________________________________________________________________
 LA0254  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 LA0254  DYNAMIC HEIGHT  -        332.363 (meters)     1090.43  (feet) COMP
 LA0254  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LA0254
 LA0254  VERT ORDER      -  SECOND    CLASS 0
 LA0254
 LA0254.The horizontal coordinates were scaled from a map and have
 LA0254.an estimated accuracy of +/- 6 seconds.
 LA0254
 LA0254.The orthometric height was determined by differential leveling and
 LA0254.adjusted by the NATIONAL GEODETIC SURVEY
 LA0254.in June 1991.
 LA0254
 LA0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0254.GEOID18 height accuracy estimate available here.
 LA0254
 LA0254.Click photographs - Photos may exist for this station.
 LA0254
 LA0254.The dynamic height is computed by dividing the NAVD 88
 LA0254.geopotential number by the normal gravity value computed on the
 LA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0254.degrees latitude (g = 980.6199 gals.).
 LA0254
 LA0254.The modeled gravity was interpolated from observed gravity values.
 LA0254
 LA0254;                    North         East    Units  Estimated Accuracy
 LA0254;SPC IN E     -   547,230.      157,630.      MT  (+/- 180 meters Scaled)
 LA0254
 LA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711491(NAD 83)
 LA0254
 LA0254                          SUPERSEDED SURVEY CONTROL
 LA0254
 LA0254  NGVD 29 (??/??/92)  332.682  (m)         1091.47   (f) ADJ UNCH    2 0
 LA0254
 LA0254.Superseded values are not recommended for survey control.
 LA0254
 LA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0254.See file dsdata.pdf to determine how the superseded data were derived.
 LA0254
 LA0254_MARKER: R = RIVET
 LA0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0254_SP_SET: ABUTMENT
 LA0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0254
 LA0254  HISTORY     - Date     Condition        Report By
 LA0254  HISTORY     - UNK      MONUMENTED       PCRR
 LA0254  HISTORY     - 1947     GOOD             CGS
 LA0254
 LA0254                          STATION DESCRIPTION
 LA0254
 LA0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0254'AT WINCHESTER.
 LA0254'AT WINCHESTER, ABOUT 0.35 MILE WEST ALONG THE CLEVELAND, CINCINNATI,
 LA0254'CHICAGO AND ST. LOUIS RAILWAY FROM ITS CROSSING WITH THE PENNSYLVANIA
 LA0254'RAILROAD, IN THE NORTHEAST CORNER OF THE EAST ABUTMENT OF BRIDGE
 LA0254'NO. 321, 10 FEET SOUTHWEST OF POLE NO. 208/31, 6 FEET NORTH OF THE
 LA0254'NORTH RAIL OF A SIDE TRACK, 2.5 FEET NORTH OF THE SOUTH EDGE OF
 LA0254'THE ABUTMENT AND ABOUT 2 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0966 ***********************************************************************
 KA0966  DESIGNATION -  21 M
 KA0966  PID         -  KA0966
 KA0966  STATE/COUNTY-  IN/PARKE
 KA0966  COUNTRY     -  US
 KA0966  USGS QUAD   -  WALLACE (2019)
 KA0966
 KA0966                         *CURRENT SURVEY CONTROL
 KA0966  ______________________________________________________________________
 KA0966* NAD 83(1986) POSITION- 39 54 41.14   (N) 087 14 32.54   (W)   HD_HELD1
 KA0966* NAVD 88 ORTHO HEIGHT -   164.730 (meters)      540.45  (feet) ADJUSTED
 KA0966  ______________________________________________________________________
 KA0966  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0966  DYNAMIC HEIGHT  -        164.640 (meters)      540.16  (feet) COMP
 KA0966  MODELED GRAVITY -    980,072.8   (mgal)                       NAVD 88
 KA0966
 KA0966  VERT ORDER      -  SECOND    CLASS 0
 KA0966
 KA0966.The horizontal coordinates were determined by differentially corrected
 KA0966.hand held GPS observations or other comparable positioning techniques
 KA0966.and have an estimated accuracy of +/- 3 meters.
 KA0966
 KA0966.The orthometric height was determined by differential leveling and
 KA0966.adjusted by the NATIONAL GEODETIC SURVEY
 KA0966.in June 1991.
 KA0966
 KA0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0966.GEOID18 height accuracy estimate available here.
 KA0966
 KA0966.Click photographs - Photos may exist for this station.
 KA0966
 KA0966.The dynamic height is computed by dividing the NAVD 88
 KA0966.geopotential number by the normal gravity value computed on the
 KA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0966.degrees latitude (g = 980.6199 gals.).
 KA0966
 KA0966.The modeled gravity was interpolated from observed gravity values.
 KA0966
 KA0966;                    North         East    Units  Estimated Accuracy
 KA0966;SPC IN W     -   517,695.6     886,402.0     MT  (+/- 3 meters HH1 GPS) 
 KA0966
 KA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7928417954(NAD 83)
 KA0966
 KA0966                          SUPERSEDED SURVEY CONTROL
 KA0966
 KA0966  NGVD 29 (??/??/92)  164.816  (m)          540.73   (f) ADJ UNCH    2 0
 KA0966
 KA0966.Superseded values are not recommended for survey control.
 KA0966
 KA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0966.See file dsdata.pdf to determine how the superseded data were derived.
 KA0966
 KA0966_MARKER: DD = SURVEY DISK
 KA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0966_STAMPING: 540 21M 1946
 KA0966_MARK LOGO: USGS
 KA0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0966+STABILITY: SURFACE MOTION
 KA0966
 KA0966  HISTORY     - Date     Condition        Report By
 KA0966  HISTORY     - 1946     MONUMENTED       USGS
 KA0966  HISTORY     - 1946     GOOD             CGS
 KA0966
 KA0966                          STATION DESCRIPTION
 KA0966
 KA0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0966'9.2 MI S FROM STEAM CORNER.
 KA0966'ABOUT 9.15 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0966'AT STEAM CORNER, AT THE JUNCTION OF A ROAD LEADING EAST, 25 FEET
 KA0966'WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 KA0966'CENTER LINE OF THE PROLONGNATION OF THE ROAD EAST, 17 FEET
 KA0966'SOUTHWEST OF THE SOUTH END OF THE WEST HEAD WALL OF AN 18 INCH
 KA0966'PIPE CULVERT, 3 FEET SOUTHEAST OF A CROSS FENCE CORNER, 2 FEET
 KA0966'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 KA0966'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KA0966'STANDARD DISK, STAMPED 540 21 M 1946 AND SET IN THE TOP OF A
 KA0966'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0509 ***********************************************************************
 JA0509  DESIGNATION -  21 M
 JA0509  PID         -  JA0509
 JA0509  STATE/COUNTY-  IN/PERRY
 JA0509  COUNTRY     -  US
 JA0509  USGS QUAD   -  BEECHWOOD (2019)
 JA0509
 JA0509                         *CURRENT SURVEY CONTROL
 JA0509  ______________________________________________________________________
 JA0509* NAD 83(1986) POSITION- 38 09 15.93   (N) 086 29 56.30   (W)   HD_HELD1
 JA0509* NAVD 88 ORTHO HEIGHT -   246.488 (meters)      808.69  (feet) ADJUSTED
 JA0509  ______________________________________________________________________
 JA0509  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 JA0509  DYNAMIC HEIGHT  -        246.309 (meters)      808.10  (feet) COMP
 JA0509  MODELED GRAVITY -    979,897.5   (mgal)                       NAVD 88
 JA0509
 JA0509  VERT ORDER      -  FIRST     CLASS II
 JA0509
 JA0509.The horizontal coordinates were determined by differentially corrected
 JA0509.hand held GPS observations or other comparable positioning techniques
 JA0509.and have an estimated accuracy of +/- 3 meters.
 JA0509
 JA0509.The orthometric height was determined by differential leveling and
 JA0509.adjusted by the NATIONAL GEODETIC SURVEY
 JA0509.in June 1991.
 JA0509
 JA0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0509.GEOID18 height accuracy estimate available here.
 JA0509
 JA0509.Click photographs - Photos may exist for this station.
 JA0509
 JA0509.The dynamic height is computed by dividing the NAVD 88
 JA0509.geopotential number by the normal gravity value computed on the
 JA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0509.degrees latitude (g = 980.6199 gals.).
 JA0509
 JA0509.The modeled gravity was interpolated from observed gravity values.
 JA0509
 JA0509;                    North         East    Units  Estimated Accuracy
 JA0509;SPC IN W     -   322,795.7     951,216.6     MT  (+/- 3 meters HH1 GPS) 
 JA0509
 JA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4389623067(NAD 83)
 JA0509
 JA0509                          SUPERSEDED SURVEY CONTROL
 JA0509
 JA0509  NGVD 29 (??/??/92)  246.588  (m)          809.01   (f) ADJ UNCH    1 2
 JA0509
 JA0509.Superseded values are not recommended for survey control.
 JA0509
 JA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0509.See file dsdata.pdf to determine how the superseded data were derived.
 JA0509
 JA0509_MARKER: DB = BENCH MARK DISK
 JA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0509_STAMPING: 21 M 1947 809
 JA0509_MARK LOGO: USGS
 JA0509_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0509+STABILITY: SURFACE MOTION
 JA0509
 JA0509  HISTORY     - Date     Condition        Report By
 JA0509  HISTORY     - 1947     MONUMENTED       USGS
 JA0509  HISTORY     - 1965     GOOD             CGS
 JA0509
 JA0509                          STATION DESCRIPTION
 JA0509
 JA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0509'6 MI S FROM SULPHUR.
 JA0509'5.95 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0509'SULPHUR, IN SECTION 22, T 4 S, R 1 W, 32 FEET EAST OF THE CENTER
 JA0509'LINE OF THE HIGHWAY, 48 FEET NORTHEAST OF THE CENTER OF THE
 JA0509'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING EAST, 2 1/2
 JA0509'FEET NORTH OF A POWER POLE, 0.7 FEET SOUTH OF A METAL WITNESS
 JA0509'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 JA0509'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0991 ***********************************************************************
 LA0991  DESIGNATION -  211
 LA0991  PID         -  LA0991
 LA0991  STATE/COUNTY-  IN/RANDOLPH
 LA0991  COUNTRY     -  US
 LA0991  USGS QUAD   -  MAXVILLE (2019)
 LA0991
 LA0991                         *CURRENT SURVEY CONTROL
 LA0991  ______________________________________________________________________
 LA0991* NAD 83(1986) POSITION- 40 10 51.     (N) 085 02 07.     (W)   SCALED
 LA0991* NAVD 88 ORTHO HEIGHT -   324.584 (meters)     1064.91  (feet) ADJUSTED
 LA0991  ______________________________________________________________________
 LA0991  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0991  DYNAMIC HEIGHT  -        324.409 (meters)     1064.33  (feet) COMP
 LA0991  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LA0991
 LA0991  VERT ORDER      -  SECOND    CLASS 0
 LA0991
 LA0991.The horizontal coordinates were scaled from a map and have
 LA0991.an estimated accuracy of +/- 6 seconds.
 LA0991
 LA0991.The orthometric height was determined by differential leveling and
 LA0991.adjusted by the NATIONAL GEODETIC SURVEY
 LA0991.in June 1991.
 LA0991
 LA0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0991.GEOID18 height accuracy estimate available here.
 LA0991
 LA0991.Click photographs - Photos may exist for this station.
 LA0991
 LA0991.The dynamic height is computed by dividing the NAVD 88
 LA0991.geopotential number by the normal gravity value computed on the
 LA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0991.degrees latitude (g = 980.6199 gals.).
 LA0991
 LA0991.The modeled gravity was interpolated from observed gravity values.
 LA0991
 LA0991;                    North         East    Units  Estimated Accuracy
 LA0991;SPC IN E     -   547,790.      153,770.      MT  (+/- 180 meters Scaled)
 LA0991
 LA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK672496(NAD 83)
 LA0991
 LA0991                          SUPERSEDED SURVEY CONTROL
 LA0991
 LA0991  NGVD 29 (??/??/92)  324.722  (m)         1065.36   (f) ADJ UNCH    2 0
 LA0991
 LA0991.Superseded values are not recommended for survey control.
 LA0991
 LA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0991.See file dsdata.pdf to determine how the superseded data were derived.
 LA0991
 LA0991_MARKER: R = RIVET
 LA0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0991_SP_SET: WALL
 LA0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0991
 LA0991  HISTORY     - Date     Condition        Report By
 LA0991  HISTORY     - UNK      MONUMENTED       PCRR
 LA0991  HISTORY     - 1934     GOOD             CGS
 LA0991
 LA0991                          STATION DESCRIPTION
 LA0991
 LA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0991'3 MI W FROM WINCHESTER.
 LA0991'3.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0991'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, RANDOLPH COUNTY,
 LA0991'2 RAILS EAST OF MILEPOST 211, AT A RAILROAD BRIDGE (DATED 1921)
 LA0991'OVER A DIRT ROAD, IN THE TOP OF THE NORTHEAST CONCRETE BACK WALL,
 LA0991'5.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 LA0991'TRACK.  AN IRON RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1557 ***********************************************************************
 KA1557  DESIGNATION -  212=TT 211
 KA1557  PID         -  KA1557
 KA1557  STATE/COUNTY-  IN/VERMILLION
 KA1557  COUNTRY     -  US
 KA1557  USGS QUAD   -  NEWPORT (2019)
 KA1557
 KA1557                         *CURRENT SURVEY CONTROL
 KA1557  ______________________________________________________________________
 KA1557* NAD 83(1986) POSITION- 39 57 10.     (N) 087 27 45.     (W)   SCALED
 KA1557* NAVD 88 ORTHO HEIGHT -   154.813 (meters)      507.92  (feet) ADJUSTED
 KA1557  ______________________________________________________________________
 KA1557  GEOID HEIGHT    -        -32.792 (meters)                     GEOID18
 KA1557  DYNAMIC HEIGHT  -        154.732 (meters)      507.65  (feet) COMP
 KA1557  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 KA1557
 KA1557  VERT ORDER      -  FIRST     CLASS II
 KA1557
 KA1557.The horizontal coordinates were scaled from a map and have
 KA1557.an estimated accuracy of +/- 6 seconds.
 KA1557
 KA1557.The orthometric height was determined by differential leveling and
 KA1557.adjusted by the NATIONAL GEODETIC SURVEY
 KA1557.in June 1991.
 KA1557
 KA1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1557.GEOID18 height accuracy estimate available here.
 KA1557
 KA1557.Click photographs - Photos may exist for this station.
 KA1557
 KA1557.The dynamic height is computed by dividing the NAVD 88
 KA1557.geopotential number by the normal gravity value computed on the
 KA1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1557.degrees latitude (g = 980.6199 gals.).
 KA1557
 KA1557.The modeled gravity was interpolated from observed gravity values.
 KA1557
 KA1557;                    North         East    Units  Estimated Accuracy
 KA1557;SPC IN W     -   522,340.      867,600.      MT  (+/- 180 meters Scaled)
 KA1557
 KA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK604226(NAD 83)
 KA1557
 KA1557                          SUPERSEDED SURVEY CONTROL
 KA1557
 KA1557  NGVD 29 (??/??/92)  154.870  (m)          508.10   (f) ADJ UNCH    1 2
 KA1557
 KA1557.Superseded values are not recommended for survey control.
 KA1557
 KA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1557.See file dsdata.pdf to determine how the superseded data were derived.
 KA1557
 KA1557_MARKER: DD = SURVEY DISK
 KA1557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1557_SP_SET: BRIDGE ABUTMENT
 KA1557_STAMPING: PBM 212 TT 211
 KA1557_MARK LOGO: USACE
 KA1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1557
 KA1557  HISTORY     - Date     Condition        Report By
 KA1557  HISTORY     - UNK      MONUMENTED       USACE
 KA1557  HISTORY     - 1938     GOOD             CGS
 KA1557  HISTORY     - 1986     GOOD             NGS
 KA1557
 KA1557                          STATION DESCRIPTION
 KA1557
 KA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1557'0.3 MI N FROM CAYUGA.
 KA1557'0.3 MILE NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1557'FROM THE STATION AT CAYUGA, VERMILLION COUNTY, 7 YARDS NORTH
 KA1557'OF SIGNAL TOWER 140.8, AT BRIDGE 140.8 OVER BIG VERMILLION
 KA1557'RIVER, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 2 YARDS
 KA1557'EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 1 FOOT LOWER
 KA1557'THAN THE TRACK.  A BRWE               STANDARD BRONZE DISK,
 KA1557'STAMPED PBM 212 TT 211.
 KA1557
 KA1557                          STATION RECOVERY (1986)
 KA1557
 KA1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1557'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CAYUGA,
 KA1557'AT THE INTERSECTION OF STATE HIGHWAY 234 AND THE LOUISVILLE AND
 KA1557'NASHVILLE RAILROAD, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 KA1557'A RAILROAD BRIDGE SPANNING THE VERMILLION RIVER, 63.5 M (208.3 FT)
 KA1557'NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) EAST OF THE
 KA1557'NEAR RAIL, AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE ABUTMENT.
 KA1557'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1554 ***********************************************************************
 MD1554  DESIGNATION -  215
 MD1554  PID         -  MD1554
 MD1554  STATE/COUNTY-  IN/ALLEN
 MD1554  COUNTRY     -  US
 MD1554  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1554
 MD1554                         *CURRENT SURVEY CONTROL
 MD1554  ______________________________________________________________________
 MD1554* NAD 83(1997) POSITION- 41 02 24.56556(N) 085 06 46.83022(W)   ADJUSTED
 MD1554* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 MD1554  ______________________________________________________________________
 MD1554  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 MD1554  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 MD1554  HORZ ORDER      -  SECOND
 MD1554
 MD1554.The horizontal coordinates were established by classical geodetic methods
 MD1554.and adjusted by the National Geodetic Survey in May 1999.
 MD1554
 MD1554.The orthometric height was scaled from a topographic map.
 MD1554
 MD1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1554.GEOID18 height accuracy estimate available here.
 MD1554
 MD1554.Click photographs - Photos may exist for this station.
 MD1554
 MD1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1554
 MD1554. The following values were computed from the NAD 83(1997) position.
 MD1554
 MD1554;                    North         East     Units Scale Factor Converg.
 MD1554;SPC IN E     -   643,165.349   146,552.407   MT  0.99999333   +0 21 48.7
 MD1554;SPC IN E     - 2,110,118.32    480,814.02   sFT  0.99999333   +0 21 48.7
 MD1554;UTM  16      - 4,544,930.100   658,606.534   MT  0.99990962   +1 14 21.2
 MD1554
 MD1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1554!SPC IN E     -   0.99996632  x   0.99999333  =   0.99995965
 MD1554!UTM  16      -   0.99996632  x   0.99990962  =   0.99987594
 MD1554
 MD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5860644930(NAD 83)
 MD1554
 MD1554                          SUPERSEDED SURVEY CONTROL
 MD1554
 MD1554  NAD 83(1995)-  41 02 24.56638(N)    085 06 46.83461(W) AD(       ) 2
 MD1554  NAD 83(1986)-  41 02 24.56726(N)    085 06 46.84446(W) AD(       ) 2
 MD1554  NAD 27      -  41 02 24.39730(N)    085 06 46.95500(W) AD(       ) 2
 MD1554
 MD1554.Superseded values are not recommended for survey control.
 MD1554
 MD1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1554.See file dsdata.pdf to determine how the superseded data were derived.
 MD1554
 MD1554_MARKER: DD = SURVEY DISK
 MD1554_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1554_STAMPING: 215
 MD1554_MARK LOGO: CGS+SS
 MD1554_PROJECTION: FLUSH
 MD1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1554
 MD1554  HISTORY     - Date     Condition        Report By
 MD1554  HISTORY     - 1934     MONUMENTED       INGS
 MD1554  HISTORY     - 1946     GOOD             CGS
 MD1554  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1554
 MD1554                          STATION DESCRIPTION
 MD1554
 MD1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1554'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FORT WAYNE ALONG
 MD1554'THE EAST SIDE OF
 MD1554'ANTHONY BLVD. ABOUT 500 FEET NORTH OF PETTIT AVE.  IT IS 26 FEET EAST
 MD1554'OF THE CENTERLINE OF ANTHONY BLVD.  A
 MD1554'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MD1554'WAYNE AND THE DISTANCE WAS FOUND TO BE 113.251
 MD1554'METERS.  THE MARK IS A 4 BY 4 CONCRETE POST
 MD1554'FLUSH WITH THE GROUND AND THE DISK IS A STANDARD USC AND GS AND
 MD1554'STATE SURVEY DISK STAMPED 215.
 MD1554'
 MD1554'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD1554'EAST ON HIGHWAY 30 FOR 01.3 MILES
 MD1554'TO THE STOP LIGHT AT THE INTERSECTION OF ANTHONY BLVD.  TURN RIGHT
 MD1554'AND GO SOUTH ON ANTHONY BLVD. FOR
 MD1554'02.45 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1554'
 MD1554'THIS IS A TRAVERSE STATION.
 MD1554
 MD1554                          STATION RECOVERY (1963)
 MD1554
 MD1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1554'NO EVIDENCE OF THE MARK WAS FOUND.  IT IS SUSPECTED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1158 ***********************************************************************
 LB1158  DESIGNATION -  216
 LB1158  PID         -  LB1158
 LB1158  STATE/COUNTY-  IN/TIPPECANOE
 LB1158  COUNTRY     -  US
 LB1158  USGS QUAD   -  BROOKSTON (2019)
 LB1158
 LB1158                         *CURRENT SURVEY CONTROL
 LB1158  ______________________________________________________________________
 LB1158* NAD 83(1986) POSITION- 40 30 23.     (N) 086 50 32.     (W)   SCALED
 LB1158* NAVD 88 ORTHO HEIGHT -   175.279 (meters)      575.06  (feet) ADJUSTED
 LB1158  ______________________________________________________________________
 LB1158  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 LB1158  DYNAMIC HEIGHT  -        175.194 (meters)      574.78  (feet) COMP
 LB1158  MODELED GRAVITY -    980,137.1   (mgal)                       NAVD 88
 LB1158
 LB1158  VERT ORDER      -  SECOND    CLASS 0
 LB1158
 LB1158.The horizontal coordinates were scaled from a map and have
 LB1158.an estimated accuracy of +/- 6 seconds.
 LB1158
 LB1158.The orthometric height was determined by differential leveling and
 LB1158.adjusted by the NATIONAL GEODETIC SURVEY
 LB1158.in June 1991.
 LB1158
 LB1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1158.GEOID18 height accuracy estimate available here.
 LB1158
 LB1158.Click photographs - Photos may exist for this station.
 LB1158
 LB1158.The dynamic height is computed by dividing the NAVD 88
 LB1158.geopotential number by the normal gravity value computed on the
 LB1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1158.degrees latitude (g = 980.6199 gals.).
 LB1158
 LB1158.The modeled gravity was interpolated from observed gravity values.
 LB1158
 LB1158;                    North         East    Units  Estimated Accuracy
 LB1158;SPC IN W     -   583,770.      920,440.      MT  (+/- 180 meters Scaled)
 LB1158
 LB1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK133839(NAD 83)
 LB1158
 LB1158                          SUPERSEDED SURVEY CONTROL
 LB1158
 LB1158  NGVD 29 (??/??/92)  175.380  (m)          575.39   (f) ADJ UNCH    2 0
 LB1158
 LB1158.Superseded values are not recommended for survey control.
 LB1158
 LB1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1158.See file dsdata.pdf to determine how the superseded data were derived.
 LB1158
 LB1158_MARKER: DD = SURVEY DISK
 LB1158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1158_STAMPING: 216
 LB1158_MARK LOGO: CGS+SS
 LB1158_PROJECTION: PROJECTING 8 CENTIMETERS
 LB1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1158
 LB1158  HISTORY     - Date     Condition        Report By
 LB1158  HISTORY     - 1934     MONUMENTED       INGS
 LB1158  HISTORY     - 1946     GOOD             CGS
 LB1158  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB1158
 LB1158                          STATION DESCRIPTION
 LB1158
 LB1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1158'6.8 MI N FROM LA FAYETTE.
 LB1158'6.8 MILES NORTH ALONG THE CHICAGO TO LOUISVILLE DIVISION OF THE
 LB1158'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION
 LB1158'AT LA FAYETTE, TIPPECANOE COUNTY, 0.4 MILE SOUTH FROM THE STATION
 LB1158'AT BATTLE GROUND, 0.15 MILE SOUTH OF MILEPOST 113, 222 FEET
 LB1158'NORTH OF THE CENTER OF A LARGE IRON-ARCH GATEWAY INSCRIBED BATTLE
 LB1158'GROUND CAMP GROUND, 44 FEET EAST OF THE CENTERLINE OF A PAVED
 LB1158'ROAD, 30 FEET NORTH OF A POINT OPPOSITE POLE E-4, 18 FEET WEST
 LB1158'OF THE WEST RAIL OF THE TRACK, ONE FEET NORTH OF A WHITE WOODEN
 LB1158'WITNESS POST, AND 2 FEET HIGHER THAN THE TRACK.  A STATE SURVEY
 LB1158'STANDARD DISK, STAMPED 216 AND SET IN THE TOP OF A CONCRETE POST
 LB1158'PROJECTING 3 INCHES ABOVE GROUND.
 LB1158
 LB1158                          STATION RECOVERY (2009)
 LB1158
 LB1158'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB1158'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1228 ***********************************************************************
 LB1228  DESIGNATION -  219.315
 LB1228  PID         -  LB1228
 LB1228  STATE/COUNTY-  IN/BENTON
 LB1228  COUNTRY     -  US
 LB1228  USGS QUAD   -  BOSWELL (2019)
 LB1228
 LB1228                         *CURRENT SURVEY CONTROL
 LB1228  ______________________________________________________________________
 LB1228* NAD 83(1986) POSITION- 40 33 40.     (N) 087 27 51.     (W)   SCALED
 LB1228* NAVD 88 ORTHO HEIGHT -   241.225 (meters)      791.42  (feet) ADJUSTED
 LB1228  ______________________________________________________________________
 LB1228  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 LB1228  DYNAMIC HEIGHT  -        241.108 (meters)      791.04  (feet) COMP
 LB1228  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 LB1228
 LB1228  VERT ORDER      -  FIRST     CLASS II
 LB1228
 LB1228.The horizontal coordinates were scaled from a map and have
 LB1228.an estimated accuracy of +/- 6 seconds.
 LB1228
 LB1228.The orthometric height was determined by differential leveling and
 LB1228.adjusted by the NATIONAL GEODETIC SURVEY
 LB1228.in June 1991.
 LB1228
 LB1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1228.GEOID18 height accuracy estimate available here.
 LB1228
 LB1228.Click photographs - Photos may exist for this station.
 LB1228
 LB1228.The dynamic height is computed by dividing the NAVD 88
 LB1228.geopotential number by the normal gravity value computed on the
 LB1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1228.degrees latitude (g = 980.6199 gals.).
 LB1228
 LB1228.The modeled gravity was interpolated from observed gravity values.
 LB1228
 LB1228;                    North         East    Units  Estimated Accuracy
 LB1228;SPC IN W     -   589,890.      867,750.      MT  (+/- 180 meters Scaled)
 LB1228
 LB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK607901(NAD 83)
 LB1228
 LB1228                          SUPERSEDED SURVEY CONTROL
 LB1228
 LB1228  NGVD 29 (??/??/92)  241.266  (m)          791.55   (f) ADJ UNCH    1 2
 LB1228
 LB1228.Superseded values are not recommended for survey control.
 LB1228
 LB1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1228.See file dsdata.pdf to determine how the superseded data were derived.
 LB1228
 LB1228_MARKER: X = CHISELED CROSS
 LB1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1228_SP_SET: CULVERT
 LB1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1228
 LB1228  HISTORY     - Date     Condition        Report By
 LB1228  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1228  HISTORY     - 1934     GOOD             CGS
 LB1228
 LB1228                          STATION DESCRIPTION
 LB1228
 LB1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1228'0.4 MI S FROM DUNN.
 LB1228'0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1228'STATION AT DUNN, BENTON COUNTY, 100 YARDS NORTH OF A WHISTLE POST,
 LB1228'AT CULVERT 95.42, ON THE TOP OF THE NORTHWEST CORNER OF THE
 LB1228'WEST HEADWALL, 10 FEET WEST OF THE WEST RAIL, AND 1.5 FEET LOWER
 LB1228'THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0629 ***********************************************************************
 JA0629  DESIGNATION -  22 M
 JA0629  PID         -  JA0629
 JA0629  STATE/COUNTY-  IN/PERRY
 JA0629  COUNTRY     -  US
 JA0629  USGS QUAD   -  DERBY (2019)
 JA0629
 JA0629                         *CURRENT SURVEY CONTROL
 JA0629  ______________________________________________________________________
 JA0629* NAD 83(1986) POSITION- 38 06 11.35   (N) 086 30 18.42   (W)   HD_HELD1
 JA0629* NAVD 88 ORTHO HEIGHT -   244.291 (meters)      801.48  (feet) ADJUSTED
 JA0629  ______________________________________________________________________
 JA0629  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 JA0629  DYNAMIC HEIGHT  -        244.113 (meters)      800.89  (feet) COMP
 JA0629  MODELED GRAVITY -    979,897.0   (mgal)                       NAVD 88
 JA0629
 JA0629  VERT ORDER      -  FIRST     CLASS II
 JA0629
 JA0629.The horizontal coordinates were determined by differentially corrected
 JA0629.hand held GPS observations or other comparable positioning techniques
 JA0629.and have an estimated accuracy of +/- 3 meters.
 JA0629
 JA0629.The orthometric height was determined by differential leveling and
 JA0629.adjusted by the NATIONAL GEODETIC SURVEY
 JA0629.in June 1991.
 JA0629
 JA0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0629.GEOID18 height accuracy estimate available here.
 JA0629
 JA0629.Click photographs - Photos may exist for this station.
 JA0629
 JA0629.The dynamic height is computed by dividing the NAVD 88
 JA0629.geopotential number by the normal gravity value computed on the
 JA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0629.degrees latitude (g = 980.6199 gals.).
 JA0629
 JA0629.The modeled gravity was interpolated from observed gravity values.
 JA0629
 JA0629;                    North         East    Units  Estimated Accuracy
 JA0629;SPC IN W     -   317,101.3     950,713.5     MT  (+/- 3 meters HH1 GPS) 
 JA0629
 JA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4338817375(NAD 83)
 JA0629
 JA0629                          SUPERSEDED SURVEY CONTROL
 JA0629
 JA0629  NGVD 29 (??/??/92)  244.391  (m)          801.81   (f) ADJ UNCH    1 2
 JA0629
 JA0629.Superseded values are not recommended for survey control.
 JA0629
 JA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0629.See file dsdata.pdf to determine how the superseded data were derived.
 JA0629
 JA0629_MARKER: DB = BENCH MARK DISK
 JA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0629_STAMPING: 22 M 1947 801
 JA0629_MARK LOGO: USGS
 JA0629_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0629+STABILITY: SURFACE MOTION
 JA0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0629+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2013
 JA0629
 JA0629  HISTORY     - Date     Condition        Report By
 JA0629  HISTORY     - 1947     MONUMENTED       USGS
 JA0629  HISTORY     - 1965     GOOD             CGS
 JA0629  HISTORY     - 20110706 GOOD             INDIV
 JA0629  HISTORY     - 20130626 GOOD             INDOT
 JA0629  HISTORY     - 20130808 GOOD             GEOCAC
 JA0629
 JA0629                          STATION DESCRIPTION
 JA0629
 JA0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0629'10.4 MI S FROM SULPHUR.
 JA0629'ABOUT 10.4 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST
 JA0629'OFFICE AT SULPHUR, OR ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM
 JA0629'THE BAPTIST CHURCH AT DERBY, THENCE 7.8 MILES NORTHEAST ALONG
 JA0629'STATE HIGHWAY 66, IN SECTION 3, T 5 S, R 1 W, 25 FEET NORTH OF
 JA0629'THE CENTER LINE OF THE HIGHWAY 25 FEET NORTHEAST OF THE CENTER
 JA0629'OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, 155 FEET
 JA0629'SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL WHICH IS ABANDONED,
 JA0629'87 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE OWNED BY
 JA0629'G.E. STRAHL, 7 FEET EAST OF A BRACE POLE FOR A TELEPHONE POLE,
 JA0629'1.6 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 JA0629'CONCRETE POST PROJECTING 4 INCHES.
 JA0629
 JA0629                          STATION RECOVERY (2011)
 JA0629
 JA0629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0629'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JA0629
 JA0629                          STATION RECOVERY (2013)
 JA0629
 JA0629'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0629'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF BRANCHVILLE,
 JA0629'5.2 MI (8.4 KM) NORTH-NORTHEAST OF DERBY AND 5.0 MI (8.0 KM)
 JA0629'WEST-SOUTHWEST OF ALTON AND 1.4 MI (2.3 KM) SOUTH OF MOUNT PLEASANT.
 JA0629'
 JA0629'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 66 AND STATE
 JA0629'ROUTE 70 IN DERBY, GO NORTH 8.0 MI (12.9 KM) ON STATE ROUTE 66 TO THE
 JA0629'INTERSECTION OF STATE ROUTE 66 AND PLEASANT RIDGE LANE (AKA ULYSSES
 JA0629'ROAD).  MONUMENT IS LOCATED IN NORTHEAST QUADRANT OF THE INTERSECTION.
 JA0629'THE MONUMENT IS 4.5 FT (1.4 M) NORTH OF THE 4X4 WOODEN POST FOR
 JA0629'MAILBOX NUMBER 6620, 8.3 FT (2.5 M) EAST OF A GUY POLE, 25 FT (7.6 M)
 JA0629'NORTH OF THE CENTERLINE OF STATE ROUTE 66, 24 FT (7.3 M) EAST OF THE
 JA0629'CENTERLINE OF PLEASANT RIDGE LANE (AKA ULYSSES ROAD)AND SET IN THE TOP
 JA0629'OF A CONCRETE MONUMENT PROJECTING 4 INCHES (10 CM).
 JA0629
 JA0629                          STATION RECOVERY (2013)
 JA0629
 JA0629'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0629'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1020 ***********************************************************************
 DQ1020  DESIGNATION -  22 M USGS RESET
 DQ1020  PID         -  DQ1020
 DQ1020  STATE/COUNTY-  IN/PERRY
 DQ1020  COUNTRY     -  US
 DQ1020  USGS QUAD   -  DERBY (2019)
 DQ1020
 DQ1020                         *CURRENT SURVEY CONTROL
 DQ1020  ______________________________________________________________________
 DQ1020* NAD 83(2011) POSITION- 38 06 11.26886(N) 086 30 23.27210(W)   ADJUSTED
 DQ1020* NAD 83(2011) ELLIP HT-   210.878 (meters)        (05/29/16)   ADJUSTED
 DQ1020* NAD 83(2011) EPOCH   -  2010.00
 DQ1020* NAVD 88 ORTHO HEIGHT -   243.75  (meters)      799.7   (feet) RESET
 DQ1020  ______________________________________________________________________
 DQ1020  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 DQ1020  NAD 83(2011) X  -    306,235.892 (meters)                     COMP
 DQ1020  NAD 83(2011) Y  - -5,016,200.490 (meters)                     COMP
 DQ1020  NAD 83(2011) Z  -  3,914,588.261 (meters)                     COMP
 DQ1020  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 DQ1020  VERT ORDER      -  THIRD
 DQ1020
 DQ1020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1020  Standards:
 DQ1020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1020  -------------------------------------------------------------------
 DQ1020  NETWORK    0.57   1.12           0.26   0.20   0.57      0.02186519
 DQ1020  -------------------------------------------------------------------
 DQ1020  Click here for local accuracies and other accuracy information.
 DQ1020
 DQ1020.The horizontal coordinates were established by GPS observations
 DQ1020.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1020
 DQ1020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1020.been affixed to the stable North American tectonic plate. See 
 DQ1020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1020
 DQ1020.The horizontal coordinates are valid at the epoch date displayed above
 DQ1020.which is a decimal equivalence of Year/Month/Day.
 DQ1020
 DQ1020.The orthometric height was computed from unverified reset data.
 DQ1020
 DQ1020.No vertical observational check was made to the station.
 DQ1020
 DQ1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1020.GEOID18 height accuracy estimate available here.
 DQ1020
 DQ1020.Click photographs - Photos may exist for this station.
 DQ1020
 DQ1020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1020
 DQ1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1020
 DQ1020.The ellipsoidal height was determined by GPS observations
 DQ1020.and is referenced to NAD 83.
 DQ1020
 DQ1020. The following values were computed from the NAD 83(2011) position.
 DQ1020
 DQ1020;                    North         East     Units Scale Factor Converg.
 DQ1020;SPC IN W     -   317,098.014   950,595.292   MT  0.99999818   +0 21 21.5
 DQ1020;SPC IN W     - 1,040,345.73  3,118,744.72   sFT  0.99999818   +0 21 21.5
 DQ1020;UTM  16      - 4,217,372.636   543,270.477   MT  0.99962306   +0 18 16.4
 DQ1020
 DQ1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1020!SPC IN W     -   0.99996691  x   0.99999818  =   0.99996509
 DQ1020!UTM  16      -   0.99996691  x   0.99962306  =   0.99958998
 DQ1020
 DQ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4327017372(NAD 83)
 DQ1020
 DQ1020                          SUPERSEDED SURVEY CONTROL
 DQ1020
 DQ1020.No superseded survey control is available for this station.
 DQ1020
 DQ1020_MARKER: F = FLANGE-ENCASED ROD
 DQ1020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1020_STAMPING: 22 M RESET 2014
 DQ1020_MARK LOGO: NONE
 DQ1020_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1020_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1020+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 DQ1020_ROD/PIPE-DEPTH: 4.3 meters
 DQ1020_SLEEVE-DEPTH  : 0.9 meters
 DQ1020
 DQ1020  HISTORY     - Date     Condition        Report By
 DQ1020  HISTORY     - 20140926 MONUMENTED       BFSINC
 DQ1020  HISTORY     - 20150217 GOOD             INDOT
 DQ1020
 DQ1020                          STATION DESCRIPTION
 DQ1020
 DQ1020'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1020'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF BRANCHVILLE,
 DQ1020'5.2 MI (8.4 KM) NORTH-NORTHEAST OF DERBY AND 5.0 MI (8.0 KM)
 DQ1020'WEST-SOUTHWEST OF ALTON AND 1.4 MI (2.3 KM) SOUTH OF MOUNT PLEASANT.
 DQ1020'
 DQ1020'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 66 AND STATE
 DQ1020'ROUTE 70 IN DERBY, GO NORTH 8.0 MI (12.9 KM) ON STATE ROUTE 66 TO THE
 DQ1020'INTERSECTION OF STATE ROUTE 66 AND PLEASANT RIDGE LANE (AKA ULYSSES
 DQ1020'ROAD).  CONTINUE WEST 350 FT (106.7 M) TO MONUMENT ON THE RIGHT,
 DQ1020'(NORTH) SIDE OF STATE ROUTE 66.
 DQ1020'
 DQ1020'ABOUT EVEN WITH THE LEVEL OF THE ROAD, NORTH OF THE NORTH TOP-OF-BANK,
 DQ1020'11 FT (3.4 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 11 FT (3.4 M)
 DQ1020'SOUTHWEST OF THE SECOND POWER POLE WEST OF PLEASANT RIDGE LANE (AKA
 DQ1020'ULYSSES ROAD).  SET ON STATE RIGHT-OF-WAY.
 DQ1020'
 DQ1020'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1020'CAP.  '22 M USGS' BENCH MARK IS NOT SCHEDULED TO BE REMOVED.  RESET
 DQ1020'MARK WAS ESTABLISHED TO FACILITATE GPS OBSERVATIONS.
 DQ1020
 DQ1020                          STATION RECOVERY (2015)
 DQ1020
 DQ1020'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (JH)
 DQ1020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2220 ***********************************************************************
 LB2220  DESIGNATION -  22 T
 LB2220  PID         -  LB2220
 LB2220  STATE/COUNTY-  IN/WARREN
 LB2220  COUNTRY     -  US
 LB2220  USGS QUAD   -  CHATTERTON (2019)
 LB2220
 LB2220                         *CURRENT SURVEY CONTROL
 LB2220  ______________________________________________________________________
 LB2220* NAD 83(1997) POSITION- 40 26 46.86126(N) 087 07 51.67353(W)   ADJUSTED
 LB2220* NAVD 88 ORTHO HEIGHT -   212.17  (+/-2cm)      696.1   (feet) VERTCON3
 LB2220  ______________________________________________________________________
 LB2220  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LB2220  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 LB2220  HORZ ORDER      -  SECOND
 LB2220  VERT ORDER      -  THIRD ? (See Below)
 LB2220
 LB2220.The horizontal coordinates were established by classical geodetic methods
 LB2220.and adjusted by the National Geodetic Survey in May 1999.
 LB2220
 LB2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2220
 LB2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2220.GEOID18 height accuracy estimate available here.
 LB2220
 LB2220.The vertical order pertains to the NGVD 29 superseded value.
 LB2220
 LB2220.Click photographs - Photos may exist for this station.
 LB2220
 LB2220.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2220
 LB2220. The following values were computed from the NAD 83(1997) position.
 LB2220
 LB2220;                    North         East     Units Scale Factor Converg.
 LB2220;SPC IN W     -   577,079.340   895,954.588   MT  0.99996687   -0 01 51.4
 LB2220;SPC IN W     - 1,893,301.13  2,939,477.68   sFT  0.99996687   -0 01 51.4
 LB2220;UTM  16      - 4,477,307.898   488,889.293   MT  0.99960152   -0 05 06.0
 LB2220
 LB2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2220!SPC IN W     -   0.99997197  x   0.99996687  =   0.99993884
 LB2220!UTM  16      -   0.99997197  x   0.99960152  =   0.99957350
 LB2220
 LB2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8888977307(NAD 83)
 LB2220
 LB2220                          SUPERSEDED SURVEY CONTROL
 LB2220
 LB2220  NAD 83(1986)-  40 26 46.86902(N)    087 07 51.68431(W) AD(       ) 2
 LB2220  NAD 27      -  40 26 46.73750(N)    087 07 51.64440(W) AD(       ) 2
 LB2220  NGVD 29             212.24   (m)          696.3    (f) LEVELING    3  
 LB2220
 LB2220.Superseded values are not recommended for survey control.
 LB2220
 LB2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2220.See file dsdata.pdf to determine how the superseded data were derived.
 LB2220
 LB2220_MARKER: DB = BENCH MARK DISK
 LB2220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2220_STAMPING: 22 T 1939
 LB2220_MARK LOGO: USGS
 LB2220_PROJECTION: FLUSH
 LB2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2220
 LB2220  HISTORY     - Date     Condition        Report By
 LB2220  HISTORY     - 1939     MONUMENTED       USGS
 LB2220  HISTORY     - 1948     GOOD             CGS
 LB2220
 LB2220                          STATION DESCRIPTION
 LB2220
 LB2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2220'THIS IS A TRAVERSE STATION.
 LB2220'
 LB2220'STATION IS LOCATED 7 MILES EAST OF PINE VILLAGE, 6 MILES SOUTHWEST
 LB2220'OF MONTMORENCI AND 2 MILES NORTHWEST OF GREEN HILL.  IT IS 24 FEET
 LB2220'SOUTH OF THE CENTER OF STATE HIGHWAY 26 AND 6 FEET SOUTHEAST OF A
 LB2220'FENCE CORNER.  THE MARK IS A 6 X 6 INCH CONCRETE POST SET FLUSH
 LB2220'WITH THE GROUND WITH A STANDARD USGS BENCH MARK DISK STAMPED 22 T
 LB2220'1939.
 LB2220'
 LB2220'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION MEDINA AND THE
 LB2220'DISTANCE WAS FOUND TO BE 20.498 METERS (67.25 FEET).
 LB2220'
 LB2220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 55
 LB2220'IN PINE VILLAGE GO EAST ON HIGHWAY 26 FOR 6.8 MILE TO THE STATION ON
 LB2220'THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0519 ***********************************************************************
 JA0519  DESIGNATION -  224.9 SOURR
 JA0519  PID         -  JA0519
 JA0519  STATE/COUNTY-  IN/CRAWFORD
 JA0519  COUNTRY     -  US
 JA0519  USGS QUAD   -  TASWELL (2019)
 JA0519
 JA0519                         *CURRENT SURVEY CONTROL
 JA0519  ______________________________________________________________________
 JA0519* NAD 83(1986) POSITION- 38 20 06.     (N) 086 31 07.     (W)   SCALED
 JA0519* NAVD 88 ORTHO HEIGHT -   223.817 (meters)      734.31  (feet) ADJUSTED
 JA0519  ______________________________________________________________________
 JA0519  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 JA0519  DYNAMIC HEIGHT  -        223.658 (meters)      733.78  (feet) COMP
 JA0519  MODELED GRAVITY -    979,915.2   (mgal)                       NAVD 88
 JA0519
 JA0519  VERT ORDER      -  FIRST     CLASS II
 JA0519
 JA0519.The horizontal coordinates were scaled from a map and have
 JA0519.an estimated accuracy of +/- 6 seconds.
 JA0519
 JA0519.The orthometric height was determined by differential leveling and
 JA0519.adjusted by the NATIONAL GEODETIC SURVEY
 JA0519.in June 1991.
 JA0519
 JA0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0519.GEOID18 height accuracy estimate available here.
 JA0519
 JA0519.Click photographs - Photos may exist for this station.
 JA0519
 JA0519.The dynamic height is computed by dividing the NAVD 88
 JA0519.geopotential number by the normal gravity value computed on the
 JA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0519.degrees latitude (g = 980.6199 gals.).
 JA0519
 JA0519.The modeled gravity was interpolated from observed gravity values.
 JA0519
 JA0519;                    North         East    Units  Estimated Accuracy
 JA0519;SPC IN W     -   342,830.      949,370.      MT  (+/- 180 meters Scaled)
 JA0519
 JA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH420430(NAD 83)
 JA0519
 JA0519                          SUPERSEDED SURVEY CONTROL
 JA0519
 JA0519  NGVD 29 (??/??/92)  223.921  (m)          734.65   (f) ADJ UNCH    1 2
 JA0519
 JA0519.Superseded values are not recommended for survey control.
 JA0519
 JA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0519.See file dsdata.pdf to determine how the superseded data were derived.
 JA0519
 JA0519_MARKER: Q = CHISELED SQUARE
 JA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0519+STABILITY: SURFACE MOTION
 JA0519
 JA0519  HISTORY     - Date     Condition        Report By
 JA0519  HISTORY     - UNK      MONUMENTED       SPRR
 JA0519  HISTORY     - 1965     GOOD             CGS
 JA0519
 JA0519                          STATION DESCRIPTION
 JA0519
 JA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0519'2.7 MI E FROM TASWELL.
 JA0519'ABOUT 2.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0519'OFFICE AT TASWELL, IN SECTION 21, T 2 S, R 1 W, 8 1/2 RAILS WEST
 JA0519'OF MILEPOST 225, 4 FEET SOUTH OF THE SOUTH RAIL, AN OUTLINED
 JA0519'SQUARE ON THE NORTHEAST CORNER OF THE STONE FOOTING AT THE
 JA0519'EAST END OF THE SOUTH WALL OF A TUNNEL, ABOUT 1 FOOT ABOVE THE
 JA0519'LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1361 ***********************************************************************
 JA1361  DESIGNATION -  227+91.17 USE
 JA1361  PID         -  JA1361
 JA1361  STATE/COUNTY-  IN/KNOX
 JA1361  COUNTRY     -  US
 JA1361  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1361
 JA1361                         *CURRENT SURVEY CONTROL
 JA1361  ______________________________________________________________________
 JA1361* NAD 83(1986) POSITION- 38 30 51.     (N) 087 38 37.     (W)   SCALED
 JA1361* NAVD 88 ORTHO HEIGHT -   126.348 (meters)      414.53  (feet) ADJUSTED
 JA1361  ______________________________________________________________________
 JA1361  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 JA1361  DYNAMIC HEIGHT  -        126.269 (meters)      414.27  (feet) COMP
 JA1361  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JA1361
 JA1361  VERT ORDER      -  FIRST     CLASS II
 JA1361
 JA1361.The horizontal coordinates were scaled from a map and have
 JA1361.an estimated accuracy of +/- 6 seconds.
 JA1361
 JA1361.The orthometric height was determined by differential leveling and
 JA1361.adjusted by the NATIONAL GEODETIC SURVEY
 JA1361.in June 1991.
 JA1361
 JA1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1361.GEOID18 height accuracy estimate available here.
 JA1361
 JA1361.Click photographs - Photos may exist for this station.
 JA1361
 JA1361.The dynamic height is computed by dividing the NAVD 88
 JA1361.geopotential number by the normal gravity value computed on the
 JA1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1361.degrees latitude (g = 980.6199 gals.).
 JA1361
 JA1361.The modeled gravity was interpolated from observed gravity values.
 JA1361
 JA1361;                    North         East    Units  Estimated Accuracy
 JA1361;SPC IN W     -   362,710.      851,140.      MT  (+/- 180 meters Scaled)
 JA1361
 JA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH438630(NAD 83)
 JA1361
 JA1361                          SUPERSEDED SURVEY CONTROL
 JA1361
 JA1361  NGVD 29 (??/??/92)  126.483  (m)          414.97   (f) ADJ UNCH    1 2
 JA1361
 JA1361.Superseded values are not recommended for survey control.
 JA1361
 JA1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1361.See file dsdata.pdf to determine how the superseded data were derived.
 JA1361
 JA1361_STAMPING: 227 + 91.17
 JA1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1361+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 JA1361
 JA1361  HISTORY     - Date     Condition        Report By
 JA1361  HISTORY     - UNK      MONUMENTED       USACE
 JA1361  HISTORY     - 1954     GOOD             CGS
 JA1361  HISTORY     - 20050328 GOOD             INDIV
 JA1361  HISTORY     - 20130627 MARK NOT FOUND   INDOT
 JA1361
 JA1361                          STATION DESCRIPTION
 JA1361
 JA1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1361'6.1 MI SW FROM BEAL.
 JA1361'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1361'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1361'GRAVEL ROAD, THENCE ABOUT 3.45 MILES SOUTHWEST AND SOUTH ALONG
 JA1361'TOP OF LEVEE ON LEFT BANK OF WABASH RIVER, ABOUT 0.45 MILE SOUTH
 JA1361'OF FLOOD GATE ACROSS MOUTH OF DESHEE RIVER, AT A TURN IN THE
 JA1361'LEVEE WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, 78 FEET WEST
 JA1361'OF CENTER LINE OF A ROAD AT A POINT WHERE LEVEE TURNS NORTHWEST
 JA1361'AWAY FROM ROAD AND PARALLELS ROAD TO THE SOUTH, 154 FEET
 JA1361'SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO 14-INCH SYCAMORE TREES,
 JA1361'2 FEET EAST OF CENTER OF TOP OF LEVEE, 4 1/2 FEET WEST OF A
 JA1361'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JA1361'POST ABOUT FLUSH WITH GROUND.
 JA1361
 JA1361                          STATION RECOVERY (2005)
 JA1361
 JA1361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA1361'RECOVERED IN GOOD CONDITION.
 JA1361
 JA1361                          STATION RECOVERY (2013)
 JA1361
 JA1361'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0512 ***********************************************************************
 JA0512  DESIGNATION -  23 M USGS
 JA0512  PID         -  JA0512
 JA0512  STATE/COUNTY-  IN/PERRY
 JA0512  COUNTRY     -  US
 JA0512  USGS QUAD   -  ALTON (2019)
 JA0512
 JA0512                         *CURRENT SURVEY CONTROL
 JA0512  ______________________________________________________________________
 JA0512* NAD 83(1986) POSITION- 38 05 18.     (N) 086 29 14.     (W)   SCALED
 JA0512* NAVD 88 ORTHO HEIGHT -   126.970 (meters)      416.57  (feet) ADJUSTED
 JA0512  ______________________________________________________________________
 JA0512  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 JA0512  DYNAMIC HEIGHT  -        126.880 (meters)      416.27  (feet) COMP
 JA0512  MODELED GRAVITY -    979,918.3   (mgal)                       NAVD 88
 JA0512
 JA0512  VERT ORDER      -  FIRST     CLASS II
 JA0512
 JA0512.The horizontal coordinates were scaled from a map and have
 JA0512.an estimated accuracy of +/- 6 seconds.
 JA0512
 JA0512.The orthometric height was determined by differential leveling and
 JA0512.adjusted by the NATIONAL GEODETIC SURVEY
 JA0512.in June 1991.
 JA0512
 JA0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0512.GEOID18 height accuracy estimate available here.
 JA0512
 JA0512.Click photographs - Photos may exist for this station.
 JA0512
 JA0512.The dynamic height is computed by dividing the NAVD 88
 JA0512.geopotential number by the normal gravity value computed on the
 JA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0512.degrees latitude (g = 980.6199 gals.).
 JA0512
 JA0512.The modeled gravity was interpolated from observed gravity values.
 JA0512
 JA0512;                    North         East    Units  Estimated Accuracy
 JA0512;SPC IN W     -   315,470.      952,290.      MT  (+/- 180 meters Scaled)
 JA0512
 JA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449157(NAD 83)
 JA0512
 JA0512                          SUPERSEDED SURVEY CONTROL
 JA0512
 JA0512  NGVD 29 (??/??/92)  127.074  (m)          416.91   (f) ADJ UNCH    1 2
 JA0512
 JA0512.Superseded values are not recommended for survey control.
 JA0512
 JA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0512.See file dsdata.pdf to determine how the superseded data were derived.
 JA0512
 JA0512_MARKER: DB = BENCH MARK DISK
 JA0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0512_STAMPING: 23 M 1947 417
 JA0512_MARK LOGO: USGS
 JA0512_PROJECTION: PROJECTING 22 CENTIMETERS
 JA0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0512+STABILITY: SURFACE MOTION
 JA0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0512+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 JA0512
 JA0512  HISTORY     - Date     Condition        Report By
 JA0512  HISTORY     - 1947     MONUMENTED       USGS
 JA0512  HISTORY     - 1965     GOOD             CGS
 JA0512  HISTORY     - 20130808 GOOD             GEOCAC
 JA0512  HISTORY     - 20230801 GOOD             INDOT
 JA0512
 JA0512                          STATION DESCRIPTION
 JA0512
 JA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0512'6 MI NE FROM DERBY.
 JA0512'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0512'DERBY, THENCE 5.85 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0512'SECTION 14, T 5 S, R 1 W, 16 FEET SOUTHWEST OF THE CENTER LINE
 JA0512'OF THE HIGHWAY, 21 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A
 JA0512'GRAVELED ROAD, 15 FEET SOUTHEAST OF A 16-INCH HICKORY TREE, 54
 JA0512'FEET WEST OF A POWER POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.0
 JA0512'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JA0512'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0512
 JA0512                          STATION RECOVERY (2013)
 JA0512
 JA0512'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0512'MARK FOUND IN GOOD CONDITION
 JA0512
 JA0512                          STATION RECOVERY (2023)
 JA0512
 JA0512'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3688 ***********************************************************************
 JZ3688  DESIGNATION -  24 5 24
 JZ3688  PID         -  JZ3688
 JZ3688  STATE/COUNTY-  IN/FRANKLIN
 JZ3688  COUNTRY     -  US
 JZ3688  USGS QUAD   -  CEDAR GROVE (2019)
 JZ3688
 JZ3688                         *CURRENT SURVEY CONTROL
 JZ3688  ______________________________________________________________________
 JZ3688* NAD 83(1986) POSITION- 39 18 53.     (N) 084 54 21.     (W)   SCALED
 JZ3688* NAVD 88 ORTHO HEIGHT -   169.81  (meters)      557.1   (feet) RESET
 JZ3688  ______________________________________________________________________
 JZ3688  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 JZ3688  VERT ORDER      -  THIRD
 JZ3688
 JZ3688.The horizontal coordinates were scaled from a map and have
 JZ3688.an estimated accuracy of +/- 6 seconds.
 JZ3688
 JZ3688.The orthometric height was computed from unverified reset data.
 JZ3688
 JZ3688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3688.GEOID18 height accuracy estimate available here.
 JZ3688
 JZ3688.Click photographs - Photos may exist for this station.
 JZ3688
 JZ3688;                    North         East    Units  Estimated Accuracy
 JZ3688;SPC IN E     -   451,710.      165,610.      MT  (+/- 180 meters Scaled)
 JZ3688
 JZ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ805537(NAD 83)
 JZ3688
 JZ3688                          SUPERSEDED SURVEY CONTROL
 JZ3688
 JZ3688  NGVD 29 (08/22/16)  169.99   (m)          557.7    (f) RESET       3  
 JZ3688
 JZ3688.Superseded values are not recommended for survey control.
 JZ3688
 JZ3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3688.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3688
 JZ3688_MARKER: DD = SURVEY DISK
 JZ3688_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ3688_SP_SET: BRIDGE WINGWALL
 JZ3688_STAMPING: INDOH 24-5-24
 JZ3688_MARK LOGO: INHD
 JZ3688_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3688
 JZ3688  HISTORY     - Date     Condition        Report By
 JZ3688  HISTORY     - 1991     MONUMENTED       LOCENG
 JZ3688
 JZ3688                          STATION DESCRIPTION
 JZ3688
 JZ3688'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 JZ3688'0.25 MILE (0.40 KM) NORTH ALONG US HIGHWAY 52 FROM THE POST OFFICE IN
 JZ3688'NEW TRENTON, IN NWQ SEC 32 T8N R1W, .4 MILES (0.6 KM) WEST OF US
 JZ3688'HIGHWAY 52 ON COUNTY ROAD NO. 7005, IN THE TOP OF THE SOUTHEAST
 JZ3688'WINGWALL OF THE END BENT ON THE EAST SIDE OF A 6 SPAN CONCRETE I-BEAM
 JZ3688'BRIDGE OVER WHITEWATER RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0515 ***********************************************************************
 JA0515  DESIGNATION -  24 M
 JA0515  PID         -  JA0515
 JA0515  STATE/COUNTY-  IN/PERRY
 JA0515  COUNTRY     -  US
 JA0515  USGS QUAD   -  ALTON (2019)
 JA0515
 JA0515                         *CURRENT SURVEY CONTROL
 JA0515  ______________________________________________________________________
 JA0515* NAD 83(1986) POSITION- 38 03 33.     (N) 086 29 15.     (W)   SCALED
 JA0515* NAVD 88 ORTHO HEIGHT -   132.012 (meters)      433.11  (feet) ADJUSTED
 JA0515  ______________________________________________________________________
 JA0515  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 JA0515  DYNAMIC HEIGHT  -        131.917 (meters)      432.80  (feet) COMP
 JA0515  MODELED GRAVITY -    979,910.5   (mgal)                       NAVD 88
 JA0515
 JA0515  VERT ORDER      -  FIRST     CLASS II
 JA0515
 JA0515.The horizontal coordinates were scaled from a map and have
 JA0515.an estimated accuracy of +/- 6 seconds.
 JA0515
 JA0515.The orthometric height was determined by differential leveling and
 JA0515.adjusted by the NATIONAL GEODETIC SURVEY
 JA0515.in June 1991.
 JA0515
 JA0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0515.GEOID18 height accuracy estimate available here.
 JA0515
 JA0515.Click photographs - Photos may exist for this station.
 JA0515
 JA0515.The dynamic height is computed by dividing the NAVD 88
 JA0515.geopotential number by the normal gravity value computed on the
 JA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0515.degrees latitude (g = 980.6199 gals.).
 JA0515
 JA0515.The modeled gravity was interpolated from observed gravity values.
 JA0515
 JA0515;                    North         East    Units  Estimated Accuracy
 JA0515;SPC IN W     -   312,230.      952,290.      MT  (+/- 180 meters Scaled)
 JA0515
 JA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449125(NAD 83)
 JA0515
 JA0515                          SUPERSEDED SURVEY CONTROL
 JA0515
 JA0515  NGVD 29 (??/??/92)  132.114  (m)          433.44   (f) ADJ UNCH    1 2
 JA0515
 JA0515.Superseded values are not recommended for survey control.
 JA0515
 JA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0515.See file dsdata.pdf to determine how the superseded data were derived.
 JA0515
 JA0515_MARKER: DB = BENCH MARK DISK
 JA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0515_STAMPING: 433 24 M 1947
 JA0515_MARK LOGO: USGS
 JA0515_PROJECTION: FLUSH
 JA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0515+STABILITY: SURFACE MOTION
 JA0515
 JA0515  HISTORY     - Date     Condition        Report By
 JA0515  HISTORY     - 1947     MONUMENTED       USGS
 JA0515  HISTORY     - 1965     GOOD             CGS
 JA0515  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 JA0515
 JA0515                          STATION DESCRIPTION
 JA0515
 JA0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0515'3.6 MI NE FROM DERBY.
 JA0515'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0515'DERBY, THENCE 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0515'SECTION 23, T 5 S, R 1 W, AT A T-ROAD JUNCTION OF A SMALL
 JA0515'DWELLING AND STORE AT DEXTER, 20 FEET NORTHWEST OF THE NORTHWEST
 JA0515'CORNER OF THE STORE, 25 1/2 FEET SOUTH OF THE SOUTHWEST CORNER
 JA0515'OF A GARAGE, 3 FEET SOUTHWEST OF A 14-INCH MAPLE TREE, ABOUT
 JA0515'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH
 JA0515'WITH THE HIGHWAY.
 JA0515
 JA0515                          STATION RECOVERY (2023)
 JA0515
 JA0515'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0970 ***********************************************************************
 KA0970  DESIGNATION -  24 M
 KA0970  PID         -  KA0970
 KA0970  STATE/COUNTY-  IN/PARKE
 KA0970  COUNTRY     -  US
 KA0970  USGS QUAD   -  WALLACE (2019)
 KA0970
 KA0970                         *CURRENT SURVEY CONTROL
 KA0970  ______________________________________________________________________
 KA0970* NAD 83(1986) POSITION- 39 56 36.     (N) 087 14 16.     (W)   SCALED
 KA0970* NAVD 88 ORTHO HEIGHT -   210.380 (meters)      690.22  (feet) ADJUSTED
 KA0970  ______________________________________________________________________
 KA0970  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 KA0970  DYNAMIC HEIGHT  -        210.265 (meters)      689.84  (feet) COMP
 KA0970  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 KA0970
 KA0970  VERT ORDER      -  SECOND    CLASS 0
 KA0970
 KA0970.The horizontal coordinates were scaled from a map and have
 KA0970.an estimated accuracy of +/- 6 seconds.
 KA0970
 KA0970.The orthometric height was determined by differential leveling and
 KA0970.adjusted by the NATIONAL GEODETIC SURVEY
 KA0970.in June 1991.
 KA0970
 KA0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0970.GEOID18 height accuracy estimate available here.
 KA0970
 KA0970.Click photographs - Photos may exist for this station.
 KA0970
 KA0970.The dynamic height is computed by dividing the NAVD 88
 KA0970.geopotential number by the normal gravity value computed on the
 KA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0970.degrees latitude (g = 980.6199 gals.).
 KA0970
 KA0970.The modeled gravity was interpolated from observed gravity values.
 KA0970
 KA0970;                    North         East    Units  Estimated Accuracy
 KA0970;SPC IN W     -   521,240.      886,800.      MT  (+/- 180 meters Scaled)
 KA0970
 KA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796214(NAD 83)
 KA0970
 KA0970                          SUPERSEDED SURVEY CONTROL
 KA0970
 KA0970  NGVD 29 (??/??/92)  210.458  (m)          690.48   (f) ADJ UNCH    2 0
 KA0970
 KA0970.Superseded values are not recommended for survey control.
 KA0970
 KA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0970.See file dsdata.pdf to determine how the superseded data were derived.
 KA0970
 KA0970_MARKER: DD = SURVEY DISK
 KA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0970_STAMPING: 690 24M 1946
 KA0970_MARK LOGO: USGS
 KA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0970+STABILITY: SURFACE MOTION
 KA0970
 KA0970  HISTORY     - Date     Condition        Report By
 KA0970  HISTORY     - 1946     MONUMENTED       USGS
 KA0970  HISTORY     - 1946     GOOD             CGS
 KA0970
 KA0970                          STATION DESCRIPTION
 KA0970
 KA0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0970'7 MI S FROM STEAM CORNER.
 KA0970'ABOUT 6.95 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0970'AT STEAM CORNER, AT A CROSS ROAD, 30 FEET SOUTH OF THE CENTER
 KA0970'LINE OF THE ROAD WEST, 28 FEET WEST OF THE CENTER LINE OF THE
 KA0970'HIGHWAY, 3 FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT EAST OF A
 KA0970'WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA0970'LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KA0970'STANDARD DISK, STAMPED 690 24 M 1946 AND SET IN THE TOP OF A
 KA0970'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0230 ***********************************************************************
 LB0230  DESIGNATION -  243
 LB0230  PID         -  LB0230
 LB0230  STATE/COUNTY-  IN/CASS
 LB0230  COUNTRY     -  US
 LB0230  USGS QUAD   -  LOGANSPORT (2019)
 LB0230
 LB0230                         *CURRENT SURVEY CONTROL
 LB0230  ______________________________________________________________________
 LB0230* NAD 83(1986) POSITION- 40 45 05.     (N) 086 18 00.     (W)   SCALED
 LB0230* NAVD 88 ORTHO HEIGHT -   186.467 (meters)      611.77  (feet) ADJUSTED
 LB0230  ______________________________________________________________________
 LB0230  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 LB0230  DYNAMIC HEIGHT  -        186.378 (meters)      611.48  (feet) COMP
 LB0230  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB0230
 LB0230  VERT ORDER      -  SECOND    CLASS 0
 LB0230
 LB0230.The horizontal coordinates were scaled from a map and have
 LB0230.an estimated accuracy of +/- 6 seconds.
 LB0230
 LB0230.The orthometric height was determined by differential leveling and
 LB0230.adjusted by the NATIONAL GEODETIC SURVEY
 LB0230.in June 1991.
 LB0230
 LB0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0230.GEOID18 height accuracy estimate available here.
 LB0230
 LB0230.Click photographs - Photos may exist for this station.
 LB0230
 LB0230.The dynamic height is computed by dividing the NAVD 88
 LB0230.geopotential number by the normal gravity value computed on the
 LB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0230.degrees latitude (g = 980.6199 gals.).
 LB0230
 LB0230.The modeled gravity was interpolated from observed gravity values.
 LB0230
 LB0230;                    North         East    Units  Estimated Accuracy
 LB0230;SPC IN E     -   611,140.       46,520.      MT  (+/- 180 meters Scaled)
 LB0230
 LB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL590113(NAD 83)
 LB0230
 LB0230                          SUPERSEDED SURVEY CONTROL
 LB0230
 LB0230  NGVD 29 (??/??/92)  186.588  (m)          612.16   (f) ADJ UNCH    2 0
 LB0230
 LB0230.Superseded values are not recommended for survey control.
 LB0230
 LB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0230.See file dsdata.pdf to determine how the superseded data were derived.
 LB0230
 LB0230_MARKER: P = PIPE CAP
 LB0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0230_STAMPING: PBM 243 TT 221
 LB0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0230
 LB0230  HISTORY     - Date     Condition        Report By
 LB0230  HISTORY     - UNK      MONUMENTED       DOD
 LB0230  HISTORY     - 1934     GOOD             CGS
 LB0230  HISTORY     - 1969     GOOD             BRADY
 LB0230
 LB0230                          STATION DESCRIPTION
 LB0230
 LB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0230'3.8 MI E FROM LOGANSPORT.
 LB0230'3.8 MILES EAST ALONG THE WABASH RAILROAD FROM THE PENNSYLVANIA
 LB0230'RAILROAD STATION AT LOGANSPORT, CASS COUNTY, 25 RAILS WEST OF
 LB0230'MILEPOST 273, 100 YARDS NORTH OF THE OLD SURFACE-CAR STOP
 LB0230'CALLED MIAMI BEND, IN THE NORTHWEST QUARTER OF A MACADAM-ROAD
 LB0230'CROSSING, 13 YARDS NORTH OF THE NORTH RAIL, 6 YARDS WEST OF THE
 LB0230'CENTERLINE OF THE ROAD, AND 1-1/2 YARDS NORTHWEST OF THE LARGE
 LB0230'CONCRETE CORNER POST OF A FENCE.  A CORPS OF ENGINEERS, U.S.
 LB0230'ARMY, STANDARD CAP, STAMPED PBM 243 TT 221 AND RIVETED ON THE
 LB0230'TOP OF AN IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 LB0230
 LB0230                          STATION RECOVERY (1969)
 LB0230
 LB0230'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0630 ***********************************************************************
 JA0630  DESIGNATION -  25 M
 JA0630  PID         -  JA0630
 JA0630  STATE/COUNTY-  IN/PERRY
 JA0630  COUNTRY     -  US
 JA0630  USGS QUAD   -  DERBY (2019)
 JA0630
 JA0630                         *CURRENT SURVEY CONTROL
 JA0630  ______________________________________________________________________
 JA0630* NAD 83(1986) POSITION- 38 02 34.     (N) 086 30 49.     (W)   SCALED
 JA0630* NAVD 88 ORTHO HEIGHT -   129.241 (meters)      424.02  (feet) ADJUSTED
 JA0630  ______________________________________________________________________
 JA0630  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 JA0630  DYNAMIC HEIGHT  -        129.148 (meters)      423.71  (feet) COMP
 JA0630  MODELED GRAVITY -    979,908.4   (mgal)                       NAVD 88
 JA0630
 JA0630  VERT ORDER      -  FIRST     CLASS II
 JA0630
 JA0630.The horizontal coordinates were scaled from a map and have
 JA0630.an estimated accuracy of +/- 6 seconds.
 JA0630
 JA0630.The orthometric height was determined by differential leveling and
 JA0630.adjusted by the NATIONAL GEODETIC SURVEY
 JA0630.in June 1991.
 JA0630
 JA0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0630.GEOID18 height accuracy estimate available here.
 JA0630
 JA0630.Click photographs - Photos may exist for this station.
 JA0630
 JA0630.The dynamic height is computed by dividing the NAVD 88
 JA0630.geopotential number by the normal gravity value computed on the
 JA0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0630.degrees latitude (g = 980.6199 gals.).
 JA0630
 JA0630.The modeled gravity was interpolated from observed gravity values.
 JA0630
 JA0630;                    North         East    Units  Estimated Accuracy
 JA0630;SPC IN W     -   310,400.      950,010.      MT  (+/- 180 meters Scaled)
 JA0630
 JA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH426106(NAD 83)
 JA0630
 JA0630                          SUPERSEDED SURVEY CONTROL
 JA0630
 JA0630  NGVD 29 (??/??/92)  129.343  (m)          424.35   (f) ADJ UNCH    1 2
 JA0630
 JA0630.Superseded values are not recommended for survey control.
 JA0630
 JA0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0630.See file dsdata.pdf to determine how the superseded data were derived.
 JA0630
 JA0630_MARKER: DB = BENCH MARK DISK
 JA0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0630_STAMPING: 25 M 1947 424
 JA0630_MARK LOGO: USGS
 JA0630_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0630+STABILITY: SURFACE MOTION
 JA0630
 JA0630  HISTORY     - Date     Condition        Report By
 JA0630  HISTORY     - 1947     MONUMENTED       USGS
 JA0630  HISTORY     - 1965     GOOD             CGS
 JA0630  HISTORY     - 20180127 POOR             GEOCAC
 JA0630
 JA0630                          STATION DESCRIPTION
 JA0630
 JA0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0630'1.6 MI NE FROM DERBY.
 JA0630'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 JA0630'AT DERBY, THENCE 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0630'SECTION 27, T 5 S, R 1 W, 32 FEET SOUTH OF THE CENTER LINE OF
 JA0630'THE HIGHWAY, 73 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 20
 JA0630'FEET EAST OF THE EAST EDGE OF A SIDEWALK, 20 FEET WEST OF A
 JA0630'FENCE, 12.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JA0630'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 JA0630'POST PROJECTING 5 INCHES.
 JA0630
 JA0630                          STATION RECOVERY (2018)
 JA0630
 JA0630'RECOVERY NOTE BY GEOCACHING 2018 (DSA)
 JA0630'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1635 ***********************************************************************
 LA1635  DESIGNATION -  251
 LA1635  PID         -  LA1635
 LA1635  STATE/COUNTY-  IN/WABASH
 LA1635  COUNTRY     -  US
 LA1635  USGS QUAD   -  WABASH (2019)
 LA1635
 LA1635                         *CURRENT SURVEY CONTROL
 LA1635  ______________________________________________________________________
 LA1635* NAD 83(1986) POSITION- 40 47 43.     (N) 085 48 50.     (W)   SCALED
 LA1635* NAVD 88 ORTHO HEIGHT -   207.123 (meters)      679.54  (feet) ADJUSTED
 LA1635  ______________________________________________________________________
 LA1635  GEOID HEIGHT    -        -34.238 (meters)                     GEOID18
 LA1635  DYNAMIC HEIGHT  -        207.024 (meters)      679.21  (feet) COMP
 LA1635  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 LA1635
 LA1635  VERT ORDER      -  FIRST     CLASS II
 LA1635
 LA1635.The horizontal coordinates were scaled from a map and have
 LA1635.an estimated accuracy of +/- 6 seconds.
 LA1635
 LA1635.The orthometric height was determined by differential leveling and
 LA1635.adjusted by the NATIONAL GEODETIC SURVEY
 LA1635.in June 1991.
 LA1635
 LA1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1635.GEOID18 height accuracy estimate available here.
 LA1635
 LA1635.Click photographs - Photos may exist for this station.
 LA1635
 LA1635.The dynamic height is computed by dividing the NAVD 88
 LA1635.geopotential number by the normal gravity value computed on the
 LA1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1635.degrees latitude (g = 980.6199 gals.).
 LA1635
 LA1635.The modeled gravity was interpolated from observed gravity values.
 LA1635
 LA1635;                    North         East    Units  Estimated Accuracy
 LA1635;SPC IN E     -   615,840.       87,580.      MT  (+/- 180 meters Scaled)
 LA1635
 LA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000167(NAD 83)
 LA1635
 LA1635                          SUPERSEDED SURVEY CONTROL
 LA1635
 LA1635  NGVD 29 (??/??/92)  207.246  (m)          679.94   (f) ADJ UNCH    1 2
 LA1635
 LA1635.Superseded values are not recommended for survey control.
 LA1635
 LA1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1635.See file dsdata.pdf to determine how the superseded data were derived.
 LA1635
 LA1635_MARKER: DD = SURVEY DISK
 LA1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1635_SP_SET: BRIDGE SEAT
 LA1635_STAMPING: 251
 LA1635_MARK LOGO: USACE
 LA1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1635
 LA1635  HISTORY     - Date     Condition        Report By
 LA1635  HISTORY     - UNK      MONUMENTED       USACE
 LA1635  HISTORY     - 1946     GOOD             CGS
 LA1635  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1635
 LA1635                          STATION DESCRIPTION
 LA1635
 LA1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1635'AT WABASH.
 LA1635'AT WABASH, ABOUT 210 YARDS SOUTH OF THE NEW YORK CENTRAL RAILROAD
 LA1635'STATION, AT RAILROAD BRIDGE NO. 273 OVER THE WABASH RIVER, SET
 LA1635'IN THE TOP OF THE WEST END OF THE NORTH STONE BRIDGE SEAT, 3.5
 LA1635'FEET WEST OF AND ABOUT 2 FEET BELOW THE WEST RAIL OF THE TRACK.
 LA1635'NOTE-- DISK IS SCARRED UP AND NOT TOO LEVEL BUT IS STILL TIGHTLY
 LA1635'IN PLACE.
 LA1635
 LA1635                          STATION RECOVERY (2006)
 LA1635
 LA1635'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1635'NOT RECOVERED - NOT FOUND
 LA1635'NEW RAILROAD BRIDGE ABUTMENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0974 ***********************************************************************
 KA0974  DESIGNATION -  27 M
 KA0974  PID         -  KA0974
 KA0974  STATE/COUNTY-  IN/FOUNTAIN
 KA0974  COUNTRY     -  US
 KA0974  USGS QUAD   -  WALLACE (2019)
 KA0974
 KA0974                         *CURRENT SURVEY CONTROL
 KA0974  ______________________________________________________________________
 KA0974* NAD 83(1986) POSITION- 39 58 03.36   (N) 087 14 34.34   (W)   HD_HELD1
 KA0974* NAVD 88 ORTHO HEIGHT -   217.606 (meters)      713.93  (feet) ADJUSTED
 KA0974  ______________________________________________________________________
 KA0974  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 KA0974  DYNAMIC HEIGHT  -        217.489 (meters)      713.55  (feet) COMP
 KA0974  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 KA0974
 KA0974  VERT ORDER      -  SECOND    CLASS 0
 KA0974
 KA0974.The horizontal coordinates were determined by differentially corrected
 KA0974.hand held GPS observations or other comparable positioning techniques
 KA0974.and have an estimated accuracy of +/- 3 meters.
 KA0974
 KA0974.The orthometric height was determined by differential leveling and
 KA0974.adjusted by the NATIONAL GEODETIC SURVEY
 KA0974.in June 1991.
 KA0974
 KA0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0974.GEOID18 height accuracy estimate available here.
 KA0974
 KA0974.Click photographs - Photos may exist for this station.
 KA0974
 KA0974.The dynamic height is computed by dividing the NAVD 88
 KA0974.geopotential number by the normal gravity value computed on the
 KA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0974.degrees latitude (g = 980.6199 gals.).
 KA0974
 KA0974.The modeled gravity was interpolated from observed gravity values.
 KA0974
 KA0974;                    North         East    Units  Estimated Accuracy
 KA0974;SPC IN W     -   523,932.4     886,370.4     MT  (+/- 3 meters HH1 GPS) 
 KA0974
 KA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7925824189(NAD 83)
 KA0974
 KA0974                          SUPERSEDED SURVEY CONTROL
 KA0974
 KA0974  NGVD 29 (??/??/92)  217.680  (m)          714.17   (f) ADJ UNCH    2 0
 KA0974
 KA0974.Superseded values are not recommended for survey control.
 KA0974
 KA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0974.See file dsdata.pdf to determine how the superseded data were derived.
 KA0974
 KA0974_MARKER: DD = SURVEY DISK
 KA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0974_STAMPING: 714 27M 1946
 KA0974_MARK LOGO: USGS
 KA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0974+STABILITY: SURFACE MOTION
 KA0974
 KA0974  HISTORY     - Date     Condition        Report By
 KA0974  HISTORY     - 1946     MONUMENTED       USGS
 KA0974  HISTORY     - 1946     GOOD             CGS
 KA0974
 KA0974                          STATION DESCRIPTION
 KA0974
 KA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0974'5.2 MI S FROM STEAM CORNER.
 KA0974'ABOUT 5.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0974'AT STEAM CORNER, AT THE INTERSECTION OF STATE HIGHWAY 234, 2.0
 KA0974'MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE AT
 KA0974'KINGMAN, 46 FEET NORTH OF THE CENTER LINE OF HIGHWAY 234, 132
 KA0974'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 41, 0.5 FOOT
 KA0974'SOUTHEAST OF A FENCE LINE, AND 2 FEET NORTHEAST OF A WHITE WOODEN
 KA0974'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KA0974'STAMPED 714 27 M 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0974'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0565 ***********************************************************************
 JZ0565  DESIGNATION -  27.36
 JZ0565  PID         -  JZ0565
 JZ0565  STATE/COUNTY-  IN/DEARBORN
 JZ0565  COUNTRY     -  US
 JZ0565  USGS QUAD   -  AURORA (2019)
 JZ0565
 JZ0565                         *CURRENT SURVEY CONTROL
 JZ0565  ______________________________________________________________________
 JZ0565* NAD 83(1986) POSITION- 39 03 07.     (N) 084 55 44.     (W)   SCALED
 JZ0565* NAVD 88 ORTHO HEIGHT -   149.986 (meters)      492.08  (feet) POSTED
 JZ0565  ______________________________________________________________________
 JZ0565  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 JZ0565  DYNAMIC HEIGHT  -        149.89  (meters)      491.8   (feet) COMP
 JZ0565  MODELED GRAVITY -    979,989.2   (mgal)                       NAVD 88
 JZ0565
 JZ0565  VERT ORDER      -  * POSTED, SEE BELOW
 JZ0565
 JZ0565.The horizontal coordinates were scaled from a map and have
 JZ0565.an estimated accuracy of +/- 6 seconds.
 JZ0565
 JZ0565.The orthometric height was determined by differential leveling
 JZ0565.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ0565
 JZ0565.* This is a POSTED BENCH MARK height.
 JZ0565
 JZ0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0565.GEOID18 height accuracy estimate available here.
 JZ0565
 JZ0565.Click photographs - Photos may exist for this station.
 JZ0565
 JZ0565.The dynamic height is computed by dividing the NAVD 88
 JZ0565.geopotential number by the normal gravity value computed on the
 JZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0565.degrees latitude (g = 980.6199 gals.).
 JZ0565
 JZ0565.The modeled gravity was interpolated from observed gravity values.
 JZ0565
 JZ0565;                    North         East    Units  Estimated Accuracy
 JZ0565;SPC IN E     -   422,520.      163,860.      MT  (+/- 180 meters Scaled)
 JZ0565
 JZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ792245(NAD 83)
 JZ0565
 JZ0565                          SUPERSEDED SURVEY CONTROL
 JZ0565
 JZ0565  NGVD 29 (??/??/92)  150.195  (m)          492.76   (f) ADJ UNCH    1 2
 JZ0565
 JZ0565.Superseded values are not recommended for survey control.
 JZ0565
 JZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0565.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0565
 JZ0565_MARKER: Q = CHISELED SQUARE
 JZ0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0565_SP_SET: SEMAPHORE BASE
 JZ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0565
 JZ0565  HISTORY     - Date     Condition        Report By
 JZ0565  HISTORY     - UNK      MONUMENTED       BORR
 JZ0565  HISTORY     - 1938     GOOD             CGS
 JZ0565
 JZ0565                          STATION DESCRIPTION
 JZ0565
 JZ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ0565'1.5 MI W FROM AURORA.
 JZ0565'1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0565'STATION AT AURORA, DEARBORN COUNTY, ON THE TOP OF THE CONCRETE
 JZ0565'BASE OF A SEMAPHORE, AND OPPOSITE SWITCH TOWER COCHRANE.  A
 JZ0565'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0977 ***********************************************************************
 KA0977  DESIGNATION -  28 M
 KA0977  PID         -  KA0977
 KA0977  STATE/COUNTY-  IN/FOUNTAIN
 KA0977  COUNTRY     -  US
 KA0977  USGS QUAD   -  WALLACE (2019)
 KA0977
 KA0977                         *CURRENT SURVEY CONTROL
 KA0977  ______________________________________________________________________
 KA0977* NAD 83(1986) POSITION- 39 59 47.92   (N) 087 14 35.48   (W)   HD_HELD1
 KA0977* NAVD 88 ORTHO HEIGHT -   218.292 (meters)      716.18  (feet) ADJUSTED
 KA0977  ______________________________________________________________________
 KA0977  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 KA0977  DYNAMIC HEIGHT  -        218.175 (meters)      715.80  (feet) COMP
 KA0977  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 KA0977
 KA0977  VERT ORDER      -  SECOND    CLASS 0
 KA0977
 KA0977.The horizontal coordinates were determined by differentially corrected
 KA0977.hand held GPS observations or other comparable positioning techniques
 KA0977.and have an estimated accuracy of +/- 3 meters.
 KA0977
 KA0977.The orthometric height was determined by differential leveling and
 KA0977.adjusted by the NATIONAL GEODETIC SURVEY
 KA0977.in June 1991.
 KA0977
 KA0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0977.GEOID18 height accuracy estimate available here.
 KA0977
 KA0977.Click photographs - Photos may exist for this station.
 KA0977
 KA0977.The dynamic height is computed by dividing the NAVD 88
 KA0977.geopotential number by the normal gravity value computed on the
 KA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0977.degrees latitude (g = 980.6199 gals.).
 KA0977
 KA0977.The modeled gravity was interpolated from observed gravity values.
 KA0977
 KA0977;                    North         East    Units  Estimated Accuracy
 KA0977;SPC IN W     -   527,157.3     886,349.1     MT  (+/- 3 meters HH1 GPS) 
 KA0977
 KA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7924027413(NAD 83)
 KA0977
 KA0977                          SUPERSEDED SURVEY CONTROL
 KA0977
 KA0977  NGVD 29 (??/??/92)  218.365  (m)          716.42   (f) ADJ UNCH    2 0
 KA0977
 KA0977.Superseded values are not recommended for survey control.
 KA0977
 KA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0977.See file dsdata.pdf to determine how the superseded data were derived.
 KA0977
 KA0977_MARKER: DD = SURVEY DISK
 KA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0977_STAMPING: 716 28M 1946
 KA0977_MARK LOGO: USGS
 KA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0977+STABILITY: SURFACE MOTION
 KA0977
 KA0977  HISTORY     - Date     Condition        Report By
 KA0977  HISTORY     - 1946     MONUMENTED       USGS
 KA0977  HISTORY     - 1946     GOOD             CGS
 KA0977
 KA0977                          STATION DESCRIPTION
 KA0977
 KA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0977'3.2 MI S FROM STEAM CORNER.
 KA0977'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0977'AT STEAM CORNER, AT A CROSS ROAD, 108 FEET NORTH OF THE NORTHEAST
 KA0977'CORNER OF A HOUSE, 70 FEET WEST OF THE CENTER LINE OF THE
 KA0977'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 KA0977'WEST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA0977'LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KA0977'STANDARD DISK, STAMPED 716 28 M 1946 AND SET IN THE TOP OF A
 KA0977'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0564 ***********************************************************************
 JZ0564  DESIGNATION -  28.04
 JZ0564  PID         -  JZ0564
 JZ0564  STATE/COUNTY-  IN/DEARBORN
 JZ0564  COUNTRY     -  US
 JZ0564  USGS QUAD   -  AURORA (2019)
 JZ0564
 JZ0564                         *CURRENT SURVEY CONTROL
 JZ0564  ______________________________________________________________________
 JZ0564* NAD 83(1986) POSITION- 39 02 59.     (N) 084 56 27.     (W)   SCALED
 JZ0564* NAVD 88 ORTHO HEIGHT -   148.59  (+/-2cm)      487.5   (feet) VERTCON3
 JZ0564  ______________________________________________________________________
 JZ0564  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 JZ0564  VERT ORDER      -  ? (See Below)
 JZ0564
 JZ0564.The horizontal coordinates were scaled from a map and have
 JZ0564.an estimated accuracy of +/- 6 seconds.
 JZ0564
 JZ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0564
 JZ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0564.GEOID18 height accuracy estimate available here.
 JZ0564
 JZ0564.The vertical order pertains to the NGVD 29 superseded value.
 JZ0564
 JZ0564.Click photographs - Photos may exist for this station.
 JZ0564
 JZ0564;                    North         East    Units  Estimated Accuracy
 JZ0564;SPC IN E     -   422,270.      162,830.      MT  (+/- 180 meters Scaled)
 JZ0564
 JZ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ781243(NAD 83)
 JZ0564
 JZ0564                          SUPERSEDED SURVEY CONTROL
 JZ0564
 JZ0564  NGVD 29 (??/??/92)  148.796  (m)          488.17   (f) ADJ UNCH       
 JZ0564
 JZ0564.Superseded values are not recommended for survey control.
 JZ0564
 JZ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0564.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0564
 JZ0564_MARKER: Q = CHISELED SQUARE
 JZ0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0564_SP_SET: CULVERT
 JZ0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0564
 JZ0564  HISTORY     - Date     Condition        Report By
 JZ0564  HISTORY     - UNK      MONUMENTED       BORR
 JZ0564  HISTORY     - 1946     GOOD             CGS
 JZ0564
 JZ0564                          STATION DESCRIPTION
 JZ0564
 JZ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JZ0564'2.2 MI W FROM AURORA.
 JZ0564'2.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0564'STATION AT AURORA, DEARBORN COUNTY, AT A STONE CULVERT, ON THE TOP
 JZ0564'OF THE WEST END OF THE SOUTH HEADWALL, 6 FEET SOUTH OF THE SOUTH
 JZ0564'RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0704 ***********************************************************************
 HA0704  DESIGNATION -  29
 HA0704  PID         -  HA0704
 HA0704  STATE/COUNTY-  IN/VANDERBURGH
 HA0704  COUNTRY     -  US
 HA0704  USGS QUAD   -  NEWBURGH (2019)
 HA0704
 HA0704                         *CURRENT SURVEY CONTROL
 HA0704  ______________________________________________________________________
 HA0704* NAD 83(1986) POSITION- 37 54 43.     (N) 087 29 48.     (W)   SCALED
 HA0704* NAVD 88 ORTHO HEIGHT -   113.408 (meters)      372.07  (feet) ADJUSTED
 HA0704  ______________________________________________________________________
 HA0704  GEOID HEIGHT    -        -30.944 (meters)                     GEOID18
 HA0704  DYNAMIC HEIGHT  -        113.330 (meters)      371.82  (feet) COMP
 HA0704  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 HA0704
 HA0704  VERT ORDER      -  SECOND    CLASS 0
 HA0704
 HA0704.The horizontal coordinates were scaled from a map and have
 HA0704.an estimated accuracy of +/- 6 seconds.
 HA0704
 HA0704.The orthometric height was determined by differential leveling and
 HA0704.adjusted by the NATIONAL GEODETIC SURVEY
 HA0704.in June 1991.
 HA0704
 HA0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0704.GEOID18 height accuracy estimate available here.
 HA0704
 HA0704.Click photographs - Photos may exist for this station.
 HA0704
 HA0704.The dynamic height is computed by dividing the NAVD 88
 HA0704.geopotential number by the normal gravity value computed on the
 HA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0704.degrees latitude (g = 980.6199 gals.).
 HA0704
 HA0704.The modeled gravity was interpolated from observed gravity values.
 HA0704
 HA0704;                    North         East    Units  Estimated Accuracy
 HA0704;SPC IN W     -   295,800.      863,650.      MT  (+/- 180 meters Scaled)
 HA0704
 HA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG563961(NAD 83)
 HA0704
 HA0704                          SUPERSEDED SURVEY CONTROL
 HA0704
 HA0704  NGVD 29 (??/??/92)  113.516  (m)          372.43   (f) ADJ UNCH    2 0
 HA0704
 HA0704.Superseded values are not recommended for survey control.
 HA0704
 HA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0704.See file dsdata.pdf to determine how the superseded data were derived.
 HA0704
 HA0704_MARKER: DD = SURVEY DISK
 HA0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0704_STAMPING: 29 373.16 FEET
 HA0704_MARK LOGO: USACE
 HA0704_PROJECTION: FLUSH
 HA0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0704+STABILITY: SURFACE MOTION
 HA0704
 HA0704  HISTORY     - Date     Condition        Report By
 HA0704  HISTORY     - UNK      MONUMENTED       USACE
 HA0704  HISTORY     - 1935     GOOD             CGS
 HA0704
 HA0704                          STATION DESCRIPTION
 HA0704
 HA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0704'1.9 MI S FROM EVANSVILLE.
 HA0704'1.9 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE SOUTH CITY LIMITS
 HA0704'OF EVANSVILLE, VANDERBURGH COUNTY, THENCE 3.3 MILES EAST ALONG
 HA0704'A DIRT ROAD ON THE INDIANA SIDE OF OHIO RIVER, OPPOSITE THE MOUTH
 HA0704'OF GREEN RIVER, 0.4 MILE UPSTREAM FROM A GROUP OF HOUSES AT
 HA0704'AIKEN LANDING, 0.1 MILE DOWNSTREAM FROM A LARGE BARN ON THE
 HA0704'CHARLES STINCHFIELD PROPERTY IN 1935, 24 FEET NORTH OF THE
 HA0704'CENTERLINE OF THE ROAD, AND AT THE RIVER EDGE.  A CORPS OF
 HA0704'ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED 29 373.16 FEET AND
 HA0704'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1359 ***********************************************************************
 JA1359  DESIGNATION -  293+77.3 USE
 JA1359  PID         -  JA1359
 JA1359  STATE/COUNTY-  IN/KNOX
 JA1359  COUNTRY     -  US
 JA1359  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1359
 JA1359                         *CURRENT SURVEY CONTROL
 JA1359  ______________________________________________________________________
 JA1359* NAD 83(1986) POSITION- 38 31 47.     (N) 087 39 15.     (W)   SCALED
 JA1359* NAVD 88 ORTHO HEIGHT -   127.334 (meters)      417.76  (feet) ADJUSTED
 JA1359  ______________________________________________________________________
 JA1359  GEOID HEIGHT    -        -31.461 (meters)                     GEOID18
 JA1359  DYNAMIC HEIGHT  -        127.255 (meters)      417.50  (feet) COMP
 JA1359  MODELED GRAVITY -    980,003.5   (mgal)                       NAVD 88
 JA1359
 JA1359  VERT ORDER      -  FIRST     CLASS II
 JA1359
 JA1359.The horizontal coordinates were scaled from a map and have
 JA1359.an estimated accuracy of +/- 6 seconds.
 JA1359
 JA1359.The orthometric height was determined by differential leveling and
 JA1359.adjusted by the NATIONAL GEODETIC SURVEY
 JA1359.in June 1991.
 JA1359
 JA1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1359.GEOID18 height accuracy estimate available here.
 JA1359
 JA1359.Click photographs - Photos may exist for this station.
 JA1359
 JA1359.The dynamic height is computed by dividing the NAVD 88
 JA1359.geopotential number by the normal gravity value computed on the
 JA1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1359.degrees latitude (g = 980.6199 gals.).
 JA1359
 JA1359.The modeled gravity was interpolated from observed gravity values.
 JA1359
 JA1359;                    North         East    Units  Estimated Accuracy
 JA1359;SPC IN W     -   364,450.      850,230.      MT  (+/- 180 meters Scaled)
 JA1359
 JA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH429647(NAD 83)
 JA1359
 JA1359                          SUPERSEDED SURVEY CONTROL
 JA1359
 JA1359  NGVD 29 (??/??/92)  127.468  (m)          418.20   (f) ADJ UNCH    1 2
 JA1359
 JA1359.Superseded values are not recommended for survey control.
 JA1359
 JA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1359.See file dsdata.pdf to determine how the superseded data were derived.
 JA1359
 JA1359_MARKER: DB = BENCH MARK DISK
 JA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1359_STAMPING: 293 + 77.3
 JA1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1359+STABILITY: SURFACE MOTION
 JA1359
 JA1359  HISTORY     - Date     Condition        Report By
 JA1359  HISTORY     - UNK      MONUMENTED       USACE
 JA1359  HISTORY     - 1954     GOOD             CGS
 JA1359
 JA1359                          STATION DESCRIPTION
 JA1359
 JA1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1359'4.8 MI SW FROM BEAL.
 JA1359'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1359'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1359'GRAVEL ROAD, THENCE ABOUT 2.15 MILES SOUTHWEST ALONG TOP OF LEVEE
 JA1359'ON LEFT BANK OF WABASH RIVER, ABOUT 0.3 MILE SOUTH OF A FARM
 JA1359'HOUSE AND BARN WHICH IS EAST OF LEVEE, ABOUT 0.85 MILE NORTH OF
 JA1359'FLOOD GATE ACROSS MOUTH OF DESHEE RIVER, AT THE SECOND TURN IN
 JA1359'THE LEVEE SOUTH OF FARM HOUSE (LEVEE TURNS WITH TANGENT
 JA1359'EXTENDING NORTH AND SOUTH-SOUTHEAST) ABOUT 0.3 MILE SOUTH OF
 JA1359'THE FIRST ROAD WHICH CROSSES THE LEVEE NORTH OF DESHEE RIVER
 JA1359'FLOOD GATE, 3 FEET WEST OF CENTER OF TOP OF LEVEE, 3 FEET EAST
 JA1359'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JA1359'POST ABOUT 2 INCHES BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1500 ***********************************************************************
 JZ1500  DESIGNATION -  294
 JZ1500  PID         -  JZ1500
 JZ1500  STATE/COUNTY-  IN/HENRY
 JZ1500  COUNTRY     -  US
 JZ1500  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1500
 JZ1500                         *CURRENT SURVEY CONTROL
 JZ1500  ______________________________________________________________________
 JZ1500* NAD 83(1986) POSITION- 39 55 24.     (N) 085 24 04.     (W)   SCALED
 JZ1500* NAVD 88 ORTHO HEIGHT -   316.553 (meters)     1038.56  (feet) ADJUSTED
 JZ1500  ______________________________________________________________________
 JZ1500  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 JZ1500  DYNAMIC HEIGHT  -        316.376 (meters)     1037.98  (feet) COMP
 JZ1500  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 JZ1500
 JZ1500  VERT ORDER      -  SECOND    CLASS 0
 JZ1500
 JZ1500.The horizontal coordinates were scaled from a map and have
 JZ1500.an estimated accuracy of +/- 6 seconds.
 JZ1500
 JZ1500.The orthometric height was determined by differential leveling and
 JZ1500.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1500.in June 1991.
 JZ1500
 JZ1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1500.GEOID18 height accuracy estimate available here.
 JZ1500
 JZ1500.Click photographs - Photos may exist for this station.
 JZ1500
 JZ1500.The dynamic height is computed by dividing the NAVD 88
 JZ1500.geopotential number by the normal gravity value computed on the
 JZ1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1500.degrees latitude (g = 980.6199 gals.).
 JZ1500
 JZ1500.The modeled gravity was interpolated from observed gravity values.
 JZ1500
 JZ1500;                    North         East    Units  Estimated Accuracy
 JZ1500;SPC IN E     -   519,040.      122,700.      MT  (+/- 180 meters Scaled)
 JZ1500
 JZ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK366204(NAD 83)
 JZ1500
 JZ1500                          SUPERSEDED SURVEY CONTROL
 JZ1500
 JZ1500  NGVD 29 (??/??/92)  316.681  (m)         1038.98   (f) ADJ UNCH    2 0
 JZ1500
 JZ1500.Superseded values are not recommended for survey control.
 JZ1500
 JZ1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1500.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1500
 JZ1500_MARKER: DD = SURVEY DISK
 JZ1500_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1500_STAMPING: 294
 JZ1500_MARK LOGO: CGS+SS
 JZ1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1500
 JZ1500  HISTORY     - Date     Condition        Report By
 JZ1500  HISTORY     - 1934     MONUMENTED       INGS
 JZ1500  HISTORY     - 1934     GOOD             CGS
 JZ1500  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1500
 JZ1500                          STATION DESCRIPTION
 JZ1500
 JZ1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1500'1.5 MI W FROM NEW CASTLE.
 JZ1500'1.5 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ1500'LOUIS RAILWAY FROM THE STATION AT NEW CASTLE, HENRY COUNTY, 20
 JZ1500'YARDS WEST OF CULVERT 294, AT THE CROSSING OF A POWER LINE,
 JZ1500'BETWEEN POLES 97/26 AND 97/27, 21.6 FEET SOUTH OF THE SOUTH RAIL,
 JZ1500'AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STATE
 JZ1500'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 JZ1500
 JZ1500                          STATION RECOVERY (1960)
 JZ1500
 JZ1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ1500'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0813 ***********************************************************************
 HZ0813  DESIGNATION -  3
 HZ0813  PID         -  HZ0813
 HZ0813  STATE/COUNTY-  IN/SWITZERLAND
 HZ0813  COUNTRY     -  US
 HZ0813  USGS QUAD   -  FLORENCE (2019)
 HZ0813
 HZ0813                         *CURRENT SURVEY CONTROL
 HZ0813  ______________________________________________________________________
 HZ0813* NAD 83(1986) POSITION- 38 46 54.1    (N) 084 58 01.7    (W)   HD_HELD2
 HZ0813* NAVD 88 ORTHO HEIGHT -   142.111 (meters)      466.24  (feet) ADJUSTED
 HZ0813  ______________________________________________________________________
 HZ0813  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0813  DYNAMIC HEIGHT  -        142.021 (meters)      465.95  (feet) COMP
 HZ0813  MODELED GRAVITY -    979,991.4   (mgal)                       NAVD 88
 HZ0813
 HZ0813  VERT ORDER      -  FIRST     CLASS II
 HZ0813
 HZ0813.The horizontal coordinates were established by autonomous hand held GPS
 HZ0813.observations and have an estimated accuracy of +/- 10 meters.
 HZ0813
 HZ0813.The orthometric height was determined by differential leveling and
 HZ0813.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0813.in June 1991.
 HZ0813
 HZ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0813.GEOID18 height accuracy estimate available here.
 HZ0813
 HZ0813.Click photographs - Photos may exist for this station.
 HZ0813
 HZ0813.The dynamic height is computed by dividing the NAVD 88
 HZ0813.geopotential number by the normal gravity value computed on the
 HZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0813.degrees latitude (g = 980.6199 gals.).
 HZ0813
 HZ0813.The modeled gravity was interpolated from observed gravity values.
 HZ0813
 HZ0813;                    North         East    Units  Estimated Accuracy
 HZ0813;SPC IN E     -   392,495.      160,782.      MT  (+/- 10 meters HH2 GPS)
 HZ0813
 HZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7657694513(NAD 83)
 HZ0813
 HZ0813                          SUPERSEDED SURVEY CONTROL
 HZ0813
 HZ0813  NGVD 29 (??/??/92)  142.301  (m)          466.87   (f) ADJ UNCH    1 2
 HZ0813
 HZ0813.Superseded values are not recommended for survey control.
 HZ0813
 HZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0813.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0813
 HZ0813_MARKER: DD = SURVEY DISK
 HZ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0813_STAMPING: PROPERTY LINE 3 LOUISVILLE DIST.
 HZ0813_MARK LOGO: USACE
 HZ0813_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0813+STABILITY: SURFACE MOTION
 HZ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0813+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ0813
 HZ0813  HISTORY     - Date     Condition        Report By
 HZ0813  HISTORY     - UNK      MONUMENTED       USACE
 HZ0813  HISTORY     - 1965     GOOD             CGS
 HZ0813  HISTORY     - 20111224 GOOD             GEOCAC
 HZ0813  HISTORY     - 20190915 GOOD             USPSQD
 HZ0813
 HZ0813                          STATION DESCRIPTION
 HZ0813
 HZ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0813'2.4 MI W FROM FLORENCE.
 HZ0813'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0813'OFFICE AT FLORENCE, IN SECTION 2, T 1 N, R 2 W, AT THE NORTHEAST
 HZ0813'CORNER OF THE HASTIE CEMETERY, 50 FEET SOUTH OF THE CENTER LINE
 HZ0813'OF THE HIGHWAY, 1 1/2 FEET NORTHWEST OF A CORNER FENCE POST,
 HZ0813'1.0 FOOT WEST OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE
 HZ0813'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ0813'PROJECTING 4 INCHES.
 HZ0813
 HZ0813                          STATION RECOVERY (2011)
 HZ0813
 HZ0813'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 HZ0813'AT THE NORTHEAST CORNER OF THE HASTIE CEMETERY, ABOUT 15 FEET NORTH OF
 HZ0813'A CONCRETE R/W POST, ABOUT 8 FEET EAST OF A CONCRETE R/W POST, 1 FOOT
 HZ0813'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HZ0813'PROJECTING 4 INCHES.
 HZ0813
 HZ0813                          STATION RECOVERY (2019)
 HZ0813
 HZ0813'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0703 ***********************************************************************
 HA0703  DESIGNATION -  30
 HA0703  PID         -  HA0703
 HA0703  STATE/COUNTY-  IN/VANDERBURGH
 HA0703  COUNTRY     -  US
 HA0703  USGS QUAD   -  NEWBURGH (2019)
 HA0703
 HA0703                         *CURRENT SURVEY CONTROL
 HA0703  ______________________________________________________________________
 HA0703* NAD 83(1986) POSITION- 37 54 39.     (N) 087 29 56.     (W)   SCALED
 HA0703* NAVD 88 ORTHO HEIGHT -   113.417 (meters)      372.10  (feet) ADJUSTED
 HA0703  ______________________________________________________________________
 HA0703  GEOID HEIGHT    -        -30.940 (meters)                     GEOID18
 HA0703  DYNAMIC HEIGHT  -        113.340 (meters)      371.85  (feet) COMP
 HA0703  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 HA0703
 HA0703  VERT ORDER      -  SECOND    CLASS 0
 HA0703
 HA0703.The horizontal coordinates were scaled from a map and have
 HA0703.an estimated accuracy of +/- 6 seconds.
 HA0703
 HA0703.The orthometric height was determined by differential leveling and
 HA0703.adjusted by the NATIONAL GEODETIC SURVEY
 HA0703.in June 1991.
 HA0703
 HA0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0703.GEOID18 height accuracy estimate available here.
 HA0703
 HA0703.Click photographs - Photos may exist for this station.
 HA0703
 HA0703.The dynamic height is computed by dividing the NAVD 88
 HA0703.geopotential number by the normal gravity value computed on the
 HA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0703.degrees latitude (g = 980.6199 gals.).
 HA0703
 HA0703.The modeled gravity was interpolated from observed gravity values.
 HA0703
 HA0703;                    North         East    Units  Estimated Accuracy
 HA0703;SPC IN W     -   295,680.      863,460.      MT  (+/- 180 meters Scaled)
 HA0703
 HA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG561960(NAD 83)
 HA0703
 HA0703                          SUPERSEDED SURVEY CONTROL
 HA0703
 HA0703  NGVD 29 (??/??/92)  113.506  (m)          372.39   (f) ADJ UNCH    2 0
 HA0703
 HA0703.Superseded values are not recommended for survey control.
 HA0703
 HA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0703.See file dsdata.pdf to determine how the superseded data were derived.
 HA0703
 HA0703_MARKER: DD = SURVEY DISK
 HA0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0703_STAMPING: 30 373.14 FEET
 HA0703_MARK LOGO: USACE
 HA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0703+STABILITY: SURFACE MOTION
 HA0703
 HA0703  HISTORY     - Date     Condition        Report By
 HA0703  HISTORY     - UNK      MONUMENTED       USACE
 HA0703  HISTORY     - 1935     GOOD             CGS
 HA0703
 HA0703                          STATION DESCRIPTION
 HA0703
 HA0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA0703'1.9 MI S FROM EVANSVILLE.
 HA0703'1.9 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE SOUTH CITY LIMITS
 HA0703'OF EVANSVILLE, VANDER BURGH COUNTY, THENCE 3.2 MILES EAST ALONG
 HA0703'A DIRT ROAD ON THE INDIANA SIDE OF OHIO RIVER, OPPOSITE THE MOUTH
 HA0703'OF GREEN RIVER, 0.3 MILE UPSTREAM FROM A GROUP OF HOUSES AT AIKEN
 HA0703'LANDING, 0.2 MILE DOWNSTREAM FROM A LARGE BARN ON THE CHARLES
 HA0703'STINCHFIELD PROPERTY IN 1935, NEAR THE RIVERBANK, AT THE EDGE
 HA0703'OF A CULTIVATED FIELD, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 HA0703'ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 HA0703'30 373.14 FEET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0703'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0559 ***********************************************************************
 JZ0559  DESIGNATION -  30.64
 JZ0559  PID         -  JZ0559
 JZ0559  STATE/COUNTY-  IN/DEARBORN
 JZ0559  COUNTRY     -  US
 JZ0559  USGS QUAD   -  AURORA (2019)
 JZ0559
 JZ0559                         *CURRENT SURVEY CONTROL
 JZ0559  ______________________________________________________________________
 JZ0559* NAD 83(1986) POSITION- 39 02 57.     (N) 084 59 14.     (W)   SCALED
 JZ0559* NAVD 88 ORTHO HEIGHT -   151.41  (+/-2cm)      496.8   (feet) VERTCON3
 JZ0559  ______________________________________________________________________
 JZ0559  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 JZ0559  VERT ORDER      -  ? (See Below)
 JZ0559
 JZ0559.The horizontal coordinates were scaled from a map and have
 JZ0559.an estimated accuracy of +/- 6 seconds.
 JZ0559
 JZ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0559
 JZ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0559.GEOID18 height accuracy estimate available here.
 JZ0559
 JZ0559.The vertical order pertains to the NGVD 29 superseded value.
 JZ0559
 JZ0559.Click photographs - Photos may exist for this station.
 JZ0559
 JZ0559;                    North         East    Units  Estimated Accuracy
 JZ0559;SPC IN E     -   422,170.      158,820.      MT  (+/- 180 meters Scaled)
 JZ0559
 JZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ741241(NAD 83)
 JZ0559
 JZ0559                          SUPERSEDED SURVEY CONTROL
 JZ0559
 JZ0559  NGVD 29 (??/??/92)  151.611  (m)          497.41   (f) ADJ UNCH       
 JZ0559
 JZ0559.Superseded values are not recommended for survey control.
 JZ0559
 JZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0559.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0559
 JZ0559_MARKER: Q = CHISELED SQUARE
 JZ0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0559_SP_SET: BRIDGE
 JZ0559_STAMPING: 1946
 JZ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0559
 JZ0559  HISTORY     - Date     Condition        Report By
 JZ0559  HISTORY     - 1946     MONUMENTED       BORR
 JZ0559
 JZ0559                          STATION DESCRIPTION
 JZ0559
 JZ0559'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1946
 JZ0559'5.4 MI W FROM AURORA.
 JZ0559'5.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0559'STATION AT AURORA, DEARBORN COUNTY, AT BRIDGE NO. 30.64, ON
 JZ0559'THE TOP OF THE NORTH END OF THE EAST WING WALL, 3 FEET NORTH
 JZ0559'OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 JZ0559'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2722 ***********************************************************************
 LB2722  DESIGNATION -  303 RESET
 LB2722  PID         -  LB2722
 LB2722  STATE/COUNTY-  IN/TIPPECANOE
 LB2722  COUNTRY     -  US
 LB2722  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2722
 LB2722                         *CURRENT SURVEY CONTROL
 LB2722  ______________________________________________________________________
 LB2722* NAD 83(1997) POSITION- 40 25 20.27111(N) 086 54 52.44823(W)   ADJUSTED
 LB2722  ______________________________________________________________________
 LB2722  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB2722  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 LB2722  HORZ ORDER      -  SECOND
 LB2722
 LB2722.The horizontal coordinates were established by classical geodetic methods
 LB2722.and adjusted by the National Geodetic Survey in May 1999.
 LB2722
 LB2722.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2722.GEOID18 height accuracy estimate available here.
 LB2722
 LB2722.Click photographs - Photos may exist for this station.
 LB2722
 LB2722.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2722
 LB2722. The following values were computed from the NAD 83(1997) position.
 LB2722
 LB2722;                    North         East     Units Scale Factor Converg.
 LB2722;SPC IN W     -   574,421.117   914,321.797   MT  0.99996919   +0 06 33.9
 LB2722;SPC IN W     - 1,884,579.95  2,999,737.43   sFT  0.99996919   +0 06 33.9
 LB2722;UTM  16      - 4,474,633.332   507,247.248   MT  0.99960065   +0 03 19.4
 LB2722
 LB2722:                Primary Azimuth Mark                     Grid Az
 LB2722:SPC IN W     -  LAFAYETTE                                101 12 27.6
 LB2722:UTM  16      -  LAFAYETTE                                101 15 42.1
 LB2722
 LB2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0724774633(NAD 83)
 LB2722
 LB2722|---------------------------------------------------------------------|
 LB2722| PID    Reference Object                     Distance      Geod. Az  |
 LB2722|                                                           dddmmss.s |
 LB2722| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 0.6 KM 0103807.4 |
 LB2722| LB2601 PURDUE UNIV HEAVILON HALL TWR       475.338 METERS 0263658.1 |
 LB2722| LB2606 LAFAYETTE GAS PLANT STACK           APPROX. 1.8 KM 0864257.1 |
 LB2722| CC9057 303 RM 3                             47.936 METERS 10007     |
 LB2722| LB2614 LAFAYETTE ST MARYS CATH SPIRE       APPROX. 2.6 KM 1003344.3 |
 LB2722| LB2581 LAFAYETTE                           APPROX. 3.9 KM 1011901.5 |
 LB2722| LB2610 LAFAYETTE CO CTHSE STATUE           APPROX. 1.8 KM 1024546.6 |
 LB2722| LB0869 303 RM 1                             35.299 METERS 19440     |
 LB2722| CC9054 303 AZ MK                                          2175943.9 |
 LB2722| LB2612 PURDUE UNIV AIRPORT BEACON          APPROX. 1.4 KM 2432549.9 |
 LB2722| CC9058 303 RM 4                             21.059 METERS 27359     |
 LB2722| LB0870 303 RM 2                             67.279 METERS 28455     |
 LB2722| LB2598 PURDUE UNIV EDUCAT BLDG SPIRE       323.730 METERS 35205     |
 LB2722|---------------------------------------------------------------------|
 LB2722
 LB2722                          SUPERSEDED SURVEY CONTROL
 LB2722
 LB2722  NAD 83(1986)-  40 25 20.27810(N)    086 54 52.45966(W) AD(       ) 2
 LB2722  NAD 27      -  40 25 20.16400(N)    086 54 52.40830(W) AD(       ) 2
 LB2722
 LB2722.Superseded values are not recommended for survey control.
 LB2722
 LB2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2722.See file dsdata.pdf to determine how the superseded data were derived.
 LB2722
 LB2722_MARKER: DS = TRIANGULATION STATION DISK
 LB2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2722_STAMPING: NO 303 IGS 1934 1968
 LB2722_MARK LOGO: CGS
 LB2722_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2722+STABILITY: SURFACE MOTION
 LB2722
 LB2722  HISTORY     - Date     Condition        Report By
 LB2722  HISTORY     - 1968     MONUMENTED       CGS
 LB2722  HISTORY     - 1979     GOOD             NGS
 LB2722  HISTORY     - 1986     GOOD             INDNR
 LB2722
 LB2722                          STATION DESCRIPTION
 LB2722
 LB2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2722'REFERENCE MARK 1 AND 2 ALONG WITH THE AZIMUTH MARK WERE FOUND IN
 LB2722'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY A BUILDING AND
 LB2722'THERE WERE NO OBJECTS VISIBLE TO ESTABLISH A NEW ONE.  THE STATION
 LB2722'MARKS WERE DESTROYED BY SEWER CONSTRUCTION.  A NEW STATION MARK
 LB2722'WAS ESTABLISHED BY USING MEASUREMENTS FROM THE REFERENCE MARKS
 LB2722'AND THE ANGLE BETWEEN THEM.  A NEW DESCRIPTION FOLLOWS.
 LB2722'
 LB2722'THE STATION MARK IS 221 FEET WEST OF THE CENTERLINE OF MARSTELLAR
 LB2722'STREET, 125 FEET EAST OF THE CENTERLINE OF HORT DRIVE, 84 FEET
 LB2722'NORTH OF THE CENTERLINE OF WOOD STREET (EAST BOUND LANE), 69 FEET
 LB2722'EAST OF THE EAST EDGE OF A METAL GRATING COVERED CONCRETE VENT (8
 LB2722'X 17 FEET) 27 FEET EAST OF A SMALL ELM TREE, 27 FEET SOUTH OF THE
 LB2722'CENTERLINE OF WOOD STREET (WEST BOUND LANE), 12 FEET SOUTH OF
 LB2722'THE SOUTH CURB OF WOOD STREET AND SET IN THE GRASSY MALL NORTH
 LB2722'NORTHWEST OF THE NORTH ENTRANCE TO THE PURDUE UNIVERSITY
 LB2722'HORTICULTURE BUILDING ON THE CAMPUS AT WEST LAFAYETTE.  THE
 LB2722'MONUMENT IS FLUSH AND THE DISK IS STAMPED NO 303 IGS 1934
 LB2722'1968.
 LB2722'
 LB2722'REFERENCE MARK 1 IS 91 FEET EAST OF THE CENTERLINE OF HORT DRIVE,
 LB2722'85 FEET NORTHWEST OF THE NORTH ENTRANCE TO THE HORTICULTURE
 LB2722'BUILDING, 29 FEET SOUTH OF THE CENTERLINE OF WOOD STREET (EAST
 LB2722'BOUND LANE), 2 FEET SOUTH OF AN 8 INCH ELM TREE AND 1 FOOT NORTH OF
 LB2722'THE NORTH EDGE OF AN EAST-WEST SIDEWALK.  THE MONUMENT IS FLUSH
 LB2722'AND THE DISK IS STAMPED TRAVERSE NO 1 1934 NO 303.
 LB2722'
 LB2722'REFERENCE MARK 2 IS 92 FEET WEST OF THE CENTERLINE OF HORT DRIVE,
 LB2722'42 FEET EAST OF THE CENTERLINE OF A DRIVEWAY NORTH TO PARKING LOT,
 LB2722'23 FEET NORTH OF THE CENTERLINE OF WOOD STREET (WEST BOUND LANE) 6
 LB2722'FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK AND 5 FEET
 LB2722'WEST OF A 10 INCH ELM TREE.  THE MONUMENT PROJECTS 10 INCHES AND
 LB2722'THE DISK IS STAMPED TRAVERSE NO 11 1934 NO 303.
 LB2722'
 LB2722'THE AZIMUTH MARK IS 125 FEET WEST OF THE CENTERLINE OF S
 LB2722'UNIVERSITY DRIVE, 61 FEET SOUTH OF THE SOUTH EDGE OF THE CENTRAL
 LB2722'MACHINE SHOP, 36 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 5
 LB2722'FEET EAST OF A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LB2722'DISK IS STAMPED TRAVERSE NO 303 1934 AZIMUTH.
 LB2722'
 LB2722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2722'
 LB2722'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2722
 LB2722                          STATION RECOVERY (1979)
 LB2722
 LB2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB2722'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LB2722'CONDITION.  RM 2 WAS IN THE WAY OF CONSTRUCTION OF AN ADDITION TO A
 LB2722'BUILDING.  THE AZIMUTH MARK AND RM 1 WERE BOTH OBSTRUCTED.  RM 1 BY A
 LB2722'TREE.  THE AZIMUTH MARK BY A BUILDING.  THERE WAS NOT A REQUIRED
 LB2722'DISTANCE TO SET A NEW AZIMUTH MARK.  THE DISTANCE TO RM 2 CHECKED.  RM
 LB2722'1 COULD NOT BE MEASURED OR OBSERVED.  RM 3 AND 4 WERE ESTABLISHED AT
 LB2722'THIS TIME.
 LB2722'
 LB2722'THE 1968 DESCRIPTION IS ADEQUATE WITH THE ADDITION OF RM 3 AND 4.  RM
 LB2722'3 IS 66 FT W OF THE CENTER LINE OF MARSTELLAR STREET, 50 FT S OF THE
 LB2722'CENTER LINE OF WOOD STREET AND 0.5 FT E OF THE W EDGE OF A CONCRETE
 LB2722'BASE TO AN ELECTRICAL UNDERGROUND CABLE.  THE DISK IS STAMPED NO 303
 LB2722'IGS 1934 NO 3 1979.
 LB2722'
 LB2722'RM 4 IS LOCATED AT THE NE CORNER OF A CONCRETE BASE OF A TUNNEL VENT,
 LB2722'50 FT E OF THE CENTER LINE OF HORT DRIVE, 25 FT S OF THE CENTER LINE
 LB2722'OF WOOD STREET AND 9 FT S OF THE CURBING.  THE DISK IS STAMPED NO 303
 LB2722'IGS 1934 NO 4 1979.
 LB2722
 LB2722                          STATION RECOVERY (1986)
 LB2722
 LB2722'RECOVERY NOTE BY IN DEPT OF NAT RES 1986 (LC)
 LB2722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0869 ***********************************************************************
 LB0869  DESIGNATION -  303 RM 1
 LB0869  PID         -  LB0869
 LB0869  STATE/COUNTY-  IN/TIPPECANOE
 LB0869  COUNTRY     -  US
 LB0869  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0869
 LB0869                         *CURRENT SURVEY CONTROL
 LB0869  ______________________________________________________________________
 LB0869* NAD 83(1986) POSITION- 40 25 19.16   (N) 086 54 52.83   (W)   HD_HELD1
 LB0869* NAVD 88 ORTHO HEIGHT -   187.535 (meters)      615.27  (feet) ADJUSTED
 LB0869  ______________________________________________________________________
 LB0869  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB0869  DYNAMIC HEIGHT  -        187.443 (meters)      614.97  (feet) COMP
 LB0869  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 LB0869
 LB0869  VERT ORDER      -  SECOND    CLASS 0
 LB0869
 LB0869.The horizontal coordinates were determined by differentially corrected
 LB0869.hand held GPS observations or other comparable positioning techniques
 LB0869.and have an estimated accuracy of +/- 3 meters.
 LB0869
 LB0869.The orthometric height was determined by differential leveling and
 LB0869.adjusted by the NATIONAL GEODETIC SURVEY
 LB0869.in June 1991.
 LB0869
 LB0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0869.GEOID18 height accuracy estimate available here.
 LB0869
 LB0869.Click photographs - Photos may exist for this station.
 LB0869
 LB0869.The dynamic height is computed by dividing the NAVD 88
 LB0869.geopotential number by the normal gravity value computed on the
 LB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0869.degrees latitude (g = 980.6199 gals.).
 LB0869
 LB0869.The modeled gravity was interpolated from observed gravity values.
 LB0869
 LB0869;                    North         East    Units  Estimated Accuracy
 LB0869;SPC IN W     -   574,386.8     914,312.9     MT  (+/- 3 meters HH1 GPS) 
 LB0869
 LB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0723874599(NAD 83)
 LB0869
 LB0869                          SUPERSEDED SURVEY CONTROL
 LB0869
 LB0869  NGVD 29 (??/??/92)  187.634  (m)          615.60   (f) ADJ UNCH    2 0
 LB0869
 LB0869.Superseded values are not recommended for survey control.
 LB0869
 LB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0869.See file dsdata.pdf to determine how the superseded data were derived.
 LB0869
 LB0869_MARKER: DR = REFERENCE MARK DISK
 LB0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0869_STAMPING: TRAVERSE NO 1 1934 303
 LB0869_MARK LOGO: CGS
 LB0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0869+STABILITY: SURFACE MOTION
 LB0869
 LB0869  HISTORY     - Date     Condition        Report By
 LB0869  HISTORY     - 1934     MONUMENTED       CGS
 LB0869  HISTORY     - 1935     GOOD             CGS
 LB0869
 LB0869                          STATION DESCRIPTION
 LB0869
 LB0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0869'AT WEST LA FAYETTE.
 LB0869'AT WEST LA FAYETTE, TIPPECANOE COUNTY, ON THE PURDUE UNIVERSITY
 LB0869'CAMPUS, 85 FEET NORTHWEST OF THE NORTH ENTRANCE TO THE
 LB0869'HORICULTURE BUILDING, 28 FEET SOUTH OF THE CENTERLINE OF THE
 LB0869'SOUTH LANE OF WEST WOOD STREET, MIDWAY BETWEEN TWO ELM TREES,
 LB0869'AND 1 FOOT NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD
 LB0869'REFERENCE-MARK DISK, STAMPED TRAVERSE NO 1 1934 303 AND SET IN
 LB0869'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0870 ***********************************************************************
 LB0870  DESIGNATION -  303 RM 2
 LB0870  PID         -  LB0870
 LB0870  STATE/COUNTY-  IN/TIPPECANOE
 LB0870  COUNTRY     -  US
 LB0870  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0870
 LB0870                         *CURRENT SURVEY CONTROL
 LB0870  ______________________________________________________________________
 LB0870* NAD 83(1986) POSITION- 40 25 20.83   (N) 086 54 55.21   (W)   HD_HELD1
 LB0870* NAVD 88 ORTHO HEIGHT -   188.747 (meters)      619.25  (feet) ADJUSTED
 LB0870  ______________________________________________________________________
 LB0870  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 LB0870  DYNAMIC HEIGHT  -        188.655 (meters)      618.95  (feet) COMP
 LB0870  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 LB0870
 LB0870  VERT ORDER      -  SECOND    CLASS 0
 LB0870
 LB0870.The horizontal coordinates were determined by differentially corrected
 LB0870.hand held GPS observations or other comparable positioning techniques
 LB0870.and have an estimated accuracy of +/- 3 meters.
 LB0870
 LB0870.The orthometric height was determined by differential leveling and
 LB0870.adjusted by the NATIONAL GEODETIC SURVEY
 LB0870.in June 1991.
 LB0870
 LB0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0870.GEOID18 height accuracy estimate available here.
 LB0870
 LB0870.Click photographs - Photos may exist for this station.
 LB0870
 LB0870.The dynamic height is computed by dividing the NAVD 88
 LB0870.geopotential number by the normal gravity value computed on the
 LB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0870.degrees latitude (g = 980.6199 gals.).
 LB0870
 LB0870.The modeled gravity was interpolated from observed gravity values.
 LB0870
 LB0870;                    North         East    Units  Estimated Accuracy
 LB0870;SPC IN W     -   574,438.2     914,256.7     MT  (+/- 3 meters HH1 GPS) 
 LB0870
 LB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0718274650(NAD 83)
 LB0870
 LB0870                          SUPERSEDED SURVEY CONTROL
 LB0870
 LB0870  NGVD 29 (??/??/92)  188.846  (m)          619.57   (f) ADJ UNCH    2 0
 LB0870
 LB0870.Superseded values are not recommended for survey control.
 LB0870
 LB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0870.See file dsdata.pdf to determine how the superseded data were derived.
 LB0870
 LB0870_MARKER: DR = REFERENCE MARK DISK
 LB0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0870_STAMPING: TRAVERSE NO II 1934 NO 303
 LB0870_MARK LOGO: CGS
 LB0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0870+STABILITY: SURFACE MOTION
 LB0870
 LB0870  HISTORY     - Date     Condition        Report By
 LB0870  HISTORY     - 1934     MONUMENTED       CGS
 LB0870  HISTORY     - 1935     GOOD             CGS
 LB0870
 LB0870                          STATION DESCRIPTION
 LB0870
 LB0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0870'AT WEST LA FAYETTE.
 LB0870'AT WEST LA FAYETTE, TIPPECANOE COUNTY, ON THE PURDUE UNIVERSITY
 LB0870'CAMPUS, 90 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 LB0870'HORICULTURE BUILDING, 220 FEET NORTHWEST OF BENCH MARK 303
 LB0870'(IND. GEOD. S.) DESCRIBED ABOVE, 24 FEET NORTH OF THE CENTERLINE
 LB0870'OF THE NORTH LANE OF WEST WOOD STREET, 20.5 FEET SOUTH OF THE
 LB0870'CORNER OF AN IRON FENCE, AND IN THE PARKAGE BETWEEN THE SIDEWALK
 LB0870'AND THE STREET.  A STANDARD REFERENCE-MARK DISK, STAMPED TRAVERSE
 LB0870'NO II 1934 NO 303 AND SET IN THE TOP OF A CONCRETE POST
 LB0870'PROJECTING 18 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1503 ***********************************************************************
 JZ1503  DESIGNATION -  305
 JZ1503  PID         -  JZ1503
 JZ1503  STATE/COUNTY-  IN/HENRY
 JZ1503  COUNTRY     -  US
 JZ1503  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1503
 JZ1503                         *CURRENT SURVEY CONTROL
 JZ1503  ______________________________________________________________________
 JZ1503* NAD 83(1986) POSITION- 39 54 46.     (N) 085 27 44.     (W)   SCALED
 JZ1503* NAVD 88 ORTHO HEIGHT -   312.444 (meters)     1025.08  (feet) ADJUSTED
 JZ1503  ______________________________________________________________________
 JZ1503  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 JZ1503  DYNAMIC HEIGHT  -        312.269 (meters)     1024.50  (feet) COMP
 JZ1503  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 JZ1503
 JZ1503  VERT ORDER      -  SECOND    CLASS 0
 JZ1503
 JZ1503.The horizontal coordinates were scaled from a map and have
 JZ1503.an estimated accuracy of +/- 6 seconds.
 JZ1503
 JZ1503.The orthometric height was determined by differential leveling and
 JZ1503.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1503.in June 1991.
 JZ1503
 JZ1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1503.GEOID18 height accuracy estimate available here.
 JZ1503
 JZ1503.Click photographs - Photos may exist for this station.
 JZ1503
 JZ1503.The dynamic height is computed by dividing the NAVD 88
 JZ1503.geopotential number by the normal gravity value computed on the
 JZ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1503.degrees latitude (g = 980.6199 gals.).
 JZ1503
 JZ1503.The modeled gravity was interpolated from observed gravity values.
 JZ1503
 JZ1503;                    North         East    Units  Estimated Accuracy
 JZ1503;SPC IN E     -   517,850.      117,480.      MT  (+/- 180 meters Scaled)
 JZ1503
 JZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK314192(NAD 83)
 JZ1503
 JZ1503                          SUPERSEDED SURVEY CONTROL
 JZ1503
 JZ1503  NGVD 29 (??/??/92)  312.571  (m)         1025.49   (f) ADJ UNCH    2 0
 JZ1503
 JZ1503.Superseded values are not recommended for survey control.
 JZ1503
 JZ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1503.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1503
 JZ1503_MARKER: B = BOLT
 JZ1503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1503_SP_SET: ABUTMENT
 JZ1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1503
 JZ1503  HISTORY     - Date     Condition        Report By
 JZ1503  HISTORY     - UNK      MONUMENTED       SPRR
 JZ1503  HISTORY     - 1947     GOOD             CGS
 JZ1503  HISTORY     - 20051026 MARK NOT FOUND   GEOCAC
 JZ1503
 JZ1503                          STATION DESCRIPTION
 JZ1503
 JZ1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1503'4.9 MI W FROM NEW CASTLE.
 JZ1503'ABOUT 4.9 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ1503'AND ST. LOUIS RAILWAY FROM THE STATION AT NEW CASTLE, AT MILEAGE
 JZ1503'POLE 100/40, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JZ1503'ABUTMENT OF RAILROAD OVERPASS NO. 305 OVER A BLACK TOP ROAD,
 JZ1503'ACROSS THE TRACKS FROM THE MT. LAWN PARK, 4.8 FEET NORTH OF THE NORTH
 JZ1503'RAIL, 22.8 FEET WEST OF THE SIGN 305, AND ABOUT LEVEL WITH THE
 JZ1503'TRACK.
 JZ1503
 JZ1503                          STATION RECOVERY (2005)
 JZ1503
 JZ1503'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1503'THERE IS NO LONGER A RAILWAY HERE AND NO OVERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1211 ***********************************************************************
 KA1211  DESIGNATION -  308
 KA1211  PID         -  KA1211
 KA1211  STATE/COUNTY-  IN/CLAY
 KA1211  COUNTRY     -  US
 KA1211  USGS QUAD   -  CLAY CITY (2019)
 KA1211
 KA1211                         *CURRENT SURVEY CONTROL
 KA1211  ______________________________________________________________________
 KA1211* NAD 83(1986) POSITION- 39 19 41.     (N) 087 07 26.     (W)   SCALED
 KA1211* NAVD 88 ORTHO HEIGHT -   171.565 (meters)      562.88  (feet) ADJUSTED
 KA1211  ______________________________________________________________________
 KA1211  GEOID HEIGHT    -        -32.753 (meters)                     GEOID18
 KA1211  DYNAMIC HEIGHT  -        171.465 (meters)      562.55  (feet) COMP
 KA1211  MODELED GRAVITY -    980,045.3   (mgal)                       NAVD 88
 KA1211
 KA1211  VERT ORDER      -  FIRST     CLASS II
 KA1211
 KA1211.The horizontal coordinates were scaled from a map and have
 KA1211.an estimated accuracy of +/- 6 seconds.
 KA1211
 KA1211.The orthometric height was determined by differential leveling and
 KA1211.adjusted by the NATIONAL GEODETIC SURVEY
 KA1211.in June 1991.
 KA1211
 KA1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1211.GEOID18 height accuracy estimate available here.
 KA1211
 KA1211.Click photographs - Photos may exist for this station.
 KA1211
 KA1211.The dynamic height is computed by dividing the NAVD 88
 KA1211.geopotential number by the normal gravity value computed on the
 KA1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1211.degrees latitude (g = 980.6199 gals.).
 KA1211
 KA1211.The modeled gravity was interpolated from observed gravity values.
 KA1211
 KA1211;                    North         East    Units  Estimated Accuracy
 KA1211;SPC IN W     -   452,920.      896,500.      MT  (+/- 180 meters Scaled)
 KA1211
 KA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893531(NAD 83)
 KA1211
 KA1211                          SUPERSEDED SURVEY CONTROL
 KA1211
 KA1211  NGVD 29 (??/??/92)  171.675  (m)          563.24   (f) ADJ UNCH    1 2
 KA1211
 KA1211.Superseded values are not recommended for survey control.
 KA1211
 KA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1211.See file dsdata.pdf to determine how the superseded data were derived.
 KA1211
 KA1211_MARKER: DD = SURVEY DISK
 KA1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1211_SP_SET: BRIDGE
 KA1211_STAMPING: 308 305
 KA1211_MARK LOGO: USACE
 KA1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1211
 KA1211  HISTORY     - Date     Condition        Report By
 KA1211  HISTORY     - UNK      MONUMENTED       USACE
 KA1211  HISTORY     - 1946     GOOD             CGS
 KA1211  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1211
 KA1211                          STATION DESCRIPTION
 KA1211
 KA1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1211'2.7 MI S FROM SALINE CITY.
 KA1211'ABOUT 2.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1211'THE STATION AT SALINE CITY, SET IN THE TOP OF THE SOUTH END OF
 KA1211'THE WEST RETAINING WALL OF THE SOUTH ABUTMENT OF THE NEW YORK
 KA1211'CENTRAL RAILROAD BRIDGE NO. 22.4 OVER THE EEL RIVER, 8.5 FEET
 KA1211'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK.  A
 KA1211'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 308 305.
 KA1211
 KA1211                          STATION RECOVERY (1985)
 KA1211
 KA1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1211'THE BRIDGE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2320 ***********************************************************************
 JZ2320  DESIGNATION -  308
 JZ2320  PID         -  JZ2320
 JZ2320  STATE/COUNTY-  IN/HAMILTON
 JZ2320  COUNTRY     -  US
 JZ2320  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2320
 JZ2320                         *CURRENT SURVEY CONTROL
 JZ2320  ______________________________________________________________________
 JZ2320* NAD 83(1986) POSITION- 39 58 20.     (N) 085 55 06.     (W)   SCALED
 JZ2320* NAVD 88 ORTHO HEIGHT -   254.985 (meters)      836.56  (feet) ADJUSTED
 JZ2320  ______________________________________________________________________
 JZ2320  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 JZ2320  DYNAMIC HEIGHT  -        254.845 (meters)      836.10  (feet) COMP
 JZ2320  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 JZ2320
 JZ2320  VERT ORDER      -  SECOND    CLASS 0
 JZ2320
 JZ2320.The horizontal coordinates were scaled from a map and have
 JZ2320.an estimated accuracy of +/- 6 seconds.
 JZ2320
 JZ2320.The orthometric height was determined by differential leveling and
 JZ2320.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2320.in June 1991.
 JZ2320
 JZ2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2320.GEOID18 height accuracy estimate available here.
 JZ2320
 JZ2320.Click photographs - Photos may exist for this station.
 JZ2320
 JZ2320.The dynamic height is computed by dividing the NAVD 88
 JZ2320.geopotential number by the normal gravity value computed on the
 JZ2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2320.degrees latitude (g = 980.6199 gals.).
 JZ2320
 JZ2320.The modeled gravity was interpolated from observed gravity values.
 JZ2320
 JZ2320;                    North         East    Units  Estimated Accuracy
 JZ2320;SPC IN E     -   524,460.       78,500.      MT  (+/- 180 meters Scaled)
 JZ2320
 JZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK923252(NAD 83)
 JZ2320
 JZ2320                          SUPERSEDED SURVEY CONTROL
 JZ2320
 JZ2320  NGVD 29 (??/??/92)  255.118  (m)          837.00   (f) ADJ UNCH    2 0
 JZ2320
 JZ2320.Superseded values are not recommended for survey control.
 JZ2320
 JZ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2320.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2320
 JZ2320_MARKER: DD = SURVEY DISK
 JZ2320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2320_STAMPING: 308
 JZ2320_MARK LOGO: CGS+SS
 JZ2320_PROJECTION: FLUSH
 JZ2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2320
 JZ2320  HISTORY     - Date     Condition        Report By
 JZ2320  HISTORY     - 1934     MONUMENTED       INGS
 JZ2320  HISTORY     - 1947     GOOD             CGS
 JZ2320  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2320
 JZ2320                          STATION DESCRIPTION
 JZ2320
 JZ2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2320'AT OLIO FROM OLIO.
 JZ2320'AT OLIO, 114 FEET SOUTHEAST AND ACROSS THE CROSSROADS FROM THE
 JZ2320'SOUTHEAST CORNER OF THE BAPTIST CHURCH, 14.5 FEET SOUTH OF THE
 JZ2320'CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 13.5 FEET EAST OF THE
 JZ2320'CENTER LINE OF THE NORTH-SOUTH BLACK TOP ROAD, 21 FEET WEST OF
 JZ2320'POWER POLE NO. 68-09, 6 FEET NORTHWEST OF A STEEL FENCE CORNER
 JZ2320'POST, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2320'WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JZ2320'THE GROUND.
 JZ2320
 JZ2320                          STATION RECOVERY (1988)
 JZ2320
 JZ2320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1323 ***********************************************************************
 HZ1323  DESIGNATION -  312.8=A 122
 HZ1323  PID         -  HZ1323
 HZ1323  STATE/COUNTY-  IN/FLOYD
 HZ1323  COUNTRY     -  US
 HZ1323  USGS QUAD   -  NEW ALBANY (2019)
 HZ1323
 HZ1323                         *CURRENT SURVEY CONTROL
 HZ1323  ______________________________________________________________________
 HZ1323* NAD 83(1986) POSITION- 38 21 08.     (N) 085 49 14.     (W)   SCALED
 HZ1323* NAVD 88 ORTHO HEIGHT -   163.774 (meters)      537.32  (feet) ADJUSTED
 HZ1323  ______________________________________________________________________
 HZ1323  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 HZ1323  DYNAMIC HEIGHT  -        163.662 (meters)      536.95  (feet) COMP
 HZ1323  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 HZ1323
 HZ1323  VERT ORDER      -  FIRST     CLASS II
 HZ1323
 HZ1323.The horizontal coordinates were scaled from a map and have
 HZ1323.an estimated accuracy of +/- 6 seconds.
 HZ1323
 HZ1323.The orthometric height was determined by differential leveling and
 HZ1323.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1323.in June 1991.
 HZ1323
 HZ1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1323.GEOID18 height accuracy estimate available here.
 HZ1323
 HZ1323.Click photographs - Photos may exist for this station.
 HZ1323
 HZ1323.The dynamic height is computed by dividing the NAVD 88
 HZ1323.geopotential number by the normal gravity value computed on the
 HZ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1323.degrees latitude (g = 980.6199 gals.).
 HZ1323
 HZ1323.The modeled gravity was interpolated from observed gravity values.
 HZ1323
 HZ1323;                    North         East    Units  Estimated Accuracy
 HZ1323;SPC IN E     -   344,600.       86,550.      MT  (+/- 180 meters Scaled)
 HZ1323
 HZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH030455(NAD 83)
 HZ1323
 HZ1323                          SUPERSEDED SURVEY CONTROL
 HZ1323
 HZ1323  NGVD 29 (??/??/92)  163.912  (m)          537.77   (f) ADJ UNCH    1 2
 HZ1323
 HZ1323.Superseded values are not recommended for survey control.
 HZ1323
 HZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1323.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1323
 HZ1323_MARKER: DB = BENCH MARK DISK
 HZ1323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1323_SP_SET: CULVERT
 HZ1323_STAMPING: 312.8 A 122 1940
 HZ1323_MARK LOGO: CGS
 HZ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1323+STABILITY: SURFACE MOTION
 HZ1323
 HZ1323  HISTORY     - Date     Condition        Report By
 HZ1323  HISTORY     - 1940     MONUMENTED       CGS
 HZ1323  HISTORY     - 1954     GOOD             CGS
 HZ1323  HISTORY     - 20000916 GOOD             INDNR
 HZ1323
 HZ1323                          STATION DESCRIPTION
 HZ1323
 HZ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1323'4.7 MI N FROM NEW ALBANY.
 HZ1323'ABOUT 4.7 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1323'LOUISVILLE RAILWAY FROM THE STATION AT NEW ALBANY, AT THE CROSSING
 HZ1323'OF BALD KNOB ROAD, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 HZ1323'WALL OF A 6-FOOT CONCRETE AND STONE CULVERT, 124.5 FEET NORTH OF
 HZ1323'CENTER LINE OF CROSSING, 7.5 FEET EAST OF EAST RAIL AND ABOUT
 HZ1323'3 FEET BELOW LEVEL OF TRACK.  NOTE-- THE DISK WAS ORIGINALLY
 HZ1323'STAMPED A 122 AND HAS BEEN BATTERED BUT IS STILL LEGIBLE.
 HZ1323
 HZ1323                          STATION RECOVERY (2000)
 HZ1323
 HZ1323'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 HZ1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1326 ***********************************************************************
 HZ1326  DESIGNATION -  315.7
 HZ1326  PID         -  HZ1326
 HZ1326  STATE/COUNTY-  IN/FLOYD
 HZ1326  COUNTRY     -  US
 HZ1326  USGS QUAD   -  NEW ALBANY (2019)
 HZ1326
 HZ1326                         *CURRENT SURVEY CONTROL
 HZ1326  ______________________________________________________________________
 HZ1326* NAD 83(1986) POSITION- 38 18 48.     (N) 085 49 01.     (W)   SCALED
 HZ1326* NAVD 88 ORTHO HEIGHT -   140.278 (meters)      460.23  (feet) ADJUSTED
 HZ1326  ______________________________________________________________________
 HZ1326  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 HZ1326  DYNAMIC HEIGHT  -        140.184 (meters)      459.92  (feet) COMP
 HZ1326  MODELED GRAVITY -    979,951.1   (mgal)                       NAVD 88
 HZ1326
 HZ1326  VERT ORDER      -  FIRST     CLASS II
 HZ1326
 HZ1326.The horizontal coordinates were scaled from a map and have
 HZ1326.an estimated accuracy of +/- 6 seconds.
 HZ1326
 HZ1326.The orthometric height was determined by differential leveling and
 HZ1326.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1326.in June 1991.
 HZ1326
 HZ1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1326.GEOID18 height accuracy estimate available here.
 HZ1326
 HZ1326.Click photographs - Photos may exist for this station.
 HZ1326
 HZ1326.The dynamic height is computed by dividing the NAVD 88
 HZ1326.geopotential number by the normal gravity value computed on the
 HZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1326.degrees latitude (g = 980.6199 gals.).
 HZ1326
 HZ1326.The modeled gravity was interpolated from observed gravity values.
 HZ1326
 HZ1326;                    North         East    Units  Estimated Accuracy
 HZ1326;SPC IN E     -   340,280.       86,860.      MT  (+/- 180 meters Scaled)
 HZ1326
 HZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034412(NAD 83)
 HZ1326
 HZ1326                          SUPERSEDED SURVEY CONTROL
 HZ1326
 HZ1326  NGVD 29 (??/??/92)  140.42   (m)          460.7    (f) COMPUTED    1 2
 HZ1326
 HZ1326.Superseded values are not recommended for survey control.
 HZ1326
 HZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1326.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1326
 HZ1326_MARKER: DB = BENCH MARK DISK
 HZ1326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1326_SP_SET: CULVERT
 HZ1326_STAMPING: 315.7 1940
 HZ1326_MARK LOGO: CGS
 HZ1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1326+STABILITY: SURFACE MOTION
 HZ1326
 HZ1326  HISTORY     - Date     Condition        Report By
 HZ1326  HISTORY     - 1940     MONUMENTED       CGS
 HZ1326
 HZ1326                          STATION DESCRIPTION
 HZ1326
 HZ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HZ1326'1.8 MI N FROM NEW ALBANY.
 HZ1326'315.7- IS 1.8 MILE N. OF THE RR. STA. OF THE C.I. AND L.R.R. AT
 HZ1326'NEW ALBANY, ALONG RR., IN N. END OF THE E. CONCRETE HEADWALL OF
 HZ1326'RR. CULVERT 315.7, 3 POLES N. OF ROAD CROSSING, 5.9 FT. E.
 HZ1326'OF THE E. RAIL, 5.8 FT. S. OF WHITE MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1223 ***********************************************************************
 KA1223  DESIGNATION -  332
 KA1223  PID         -  KA1223
 KA1223  STATE/COUNTY-  IN/CLAY
 KA1223  COUNTRY     -  US
 KA1223  USGS QUAD   -  STAUNTON (2019)
 KA1223
 KA1223                         *CURRENT SURVEY CONTROL
 KA1223  ______________________________________________________________________
 KA1223* NAD 83(1986) POSITION- 39 22 57.     (N) 087 14 22.     (W)   SCALED
 KA1223* NAVD 88 ORTHO HEIGHT -   183.795 (meters)      603.00  (feet) ADJUSTED
 KA1223  ______________________________________________________________________
 KA1223  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 KA1223  DYNAMIC HEIGHT  -        183.689 (meters)      602.65  (feet) COMP
 KA1223  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 KA1223
 KA1223  VERT ORDER      -  FIRST     CLASS II
 KA1223
 KA1223.The horizontal coordinates were scaled from a map and have
 KA1223.an estimated accuracy of +/- 6 seconds.
 KA1223
 KA1223.The orthometric height was determined by differential leveling and
 KA1223.adjusted by the NATIONAL GEODETIC SURVEY
 KA1223.in June 1991.
 KA1223
 KA1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1223.GEOID18 height accuracy estimate available here.
 KA1223
 KA1223.Click photographs - Photos may exist for this station.
 KA1223
 KA1223.The dynamic height is computed by dividing the NAVD 88
 KA1223.geopotential number by the normal gravity value computed on the
 KA1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1223.degrees latitude (g = 980.6199 gals.).
 KA1223
 KA1223.The modeled gravity was interpolated from observed gravity values.
 KA1223
 KA1223;                    North         East    Units  Estimated Accuracy
 KA1223;SPC IN W     -   458,970.      886,550.      MT  (+/- 180 meters Scaled)
 KA1223
 KA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ793592(NAD 83)
 KA1223
 KA1223                          SUPERSEDED SURVEY CONTROL
 KA1223
 KA1223  NGVD 29 (??/??/92)  183.901  (m)          603.35   (f) ADJ UNCH    1 2
 KA1223
 KA1223.Superseded values are not recommended for survey control.
 KA1223
 KA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1223.See file dsdata.pdf to determine how the superseded data were derived.
 KA1223
 KA1223_MARKER: DD = SURVEY DISK
 KA1223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1223_STAMPING: 332
 KA1223_MARK LOGO: CGS+SS
 KA1223_PROJECTION: FLUSH
 KA1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1223
 KA1223  HISTORY     - Date     Condition        Report By
 KA1223  HISTORY     - 1934     MONUMENTED       INGS
 KA1223  HISTORY     - 1946     GOOD             CGS
 KA1223  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1223
 KA1223                          STATION DESCRIPTION
 KA1223
 KA1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1223'1.9 MI W FROM CORY.
 KA1223'ABOUT 1.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1223'STATION AT CORY, AT THE VIGO-CLAY COUNTY LINE, AND A ROAD
 KA1223'CROSSING, 24.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA1223'LINE OF THE TRACK, 10 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KA1223'2.5 FEET NORTHWEST OF THE CROSSING SIGN.  A STATE SURVEY STANDARD
 KA1223'DISK, STAMPED 332 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KA1223'WITH THE GROUND.
 KA1223
 KA1223                          STATION RECOVERY (1985)
 KA1223
 KA1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0993 ***********************************************************************
 LA0993  DESIGNATION -  336 A
 LA0993  PID         -  LA0993
 LA0993  STATE/COUNTY-  IN/RANDOLPH
 LA0993  COUNTRY     -  US
 LA0993  USGS QUAD   -  MAXVILLE (2019)
 LA0993
 LA0993                         *CURRENT SURVEY CONTROL
 LA0993  ______________________________________________________________________
 LA0993* NAD 83(1986) POSITION- 40 11 08.     (N) 085 04 23.     (W)   SCALED
 LA0993* NAVD 88 ORTHO HEIGHT -   321.376 (meters)     1054.38  (feet) ADJUSTED
 LA0993  ______________________________________________________________________
 LA0993  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 LA0993  DYNAMIC HEIGHT  -        321.204 (meters)     1053.82  (feet) COMP
 LA0993  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 LA0993
 LA0993  VERT ORDER      -  SECOND    CLASS 0
 LA0993
 LA0993.The horizontal coordinates were scaled from a map and have
 LA0993.an estimated accuracy of +/- 6 seconds.
 LA0993
 LA0993.The orthometric height was determined by differential leveling and
 LA0993.adjusted by the NATIONAL GEODETIC SURVEY
 LA0993.in June 1991.
 LA0993
 LA0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0993.GEOID18 height accuracy estimate available here.
 LA0993
 LA0993.Click photographs - Photos may exist for this station.
 LA0993
 LA0993.The dynamic height is computed by dividing the NAVD 88
 LA0993.geopotential number by the normal gravity value computed on the
 LA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0993.degrees latitude (g = 980.6199 gals.).
 LA0993
 LA0993.The modeled gravity was interpolated from observed gravity values.
 LA0993
 LA0993;                    North         East    Units  Estimated Accuracy
 LA0993;SPC IN E     -   548,290.      150,550.      MT  (+/- 180 meters Scaled)
 LA0993
 LA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK640501(NAD 83)
 LA0993
 LA0993                          SUPERSEDED SURVEY CONTROL
 LA0993
 LA0993  NGVD 29 (??/??/92)  321.514  (m)         1054.83   (f) ADJ UNCH    2 0
 LA0993
 LA0993.Superseded values are not recommended for survey control.
 LA0993
 LA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0993.See file dsdata.pdf to determine how the superseded data were derived.
 LA0993
 LA0993_MARKER: R = RIVET
 LA0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0993_SP_SET: WALL
 LA0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0993
 LA0993  HISTORY     - Date     Condition        Report By
 LA0993  HISTORY     - UNK      MONUMENTED       PCRR
 LA0993  HISTORY     - 1934     GOOD             CGS
 LA0993
 LA0993                          STATION DESCRIPTION
 LA0993
 LA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0993'5 MI W FROM WINCHESTER.
 LA0993'5.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0993'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, RANDOLPH COUNTY,
 LA0993'3 RAILS WEST OF MILEPOST 213, 5 RAILS WEST OF SIGNAL 2121, AT
 LA0993'CONCRETE BRIDGE 336 A OVER A DIRT ROAD, IN THE TOP OF THE NORTHEAST
 LA0993'BACK WALL, 9.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET
 LA0993'LOWER THAN THE TRACK.  AN IRON RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1921 ***********************************************************************
 JZ1921  DESIGNATION -  34.36
 JZ1921  PID         -  JZ1921
 JZ1921  STATE/COUNTY-  IN/DEARBORN
 JZ1921  COUNTRY     -  US
 JZ1921  USGS QUAD   -  DILLSBORO (2019)
 JZ1921
 JZ1921                         *CURRENT SURVEY CONTROL
 JZ1921  ______________________________________________________________________
 JZ1921* NAD 83(1986) POSITION- 39 02 25.     (N) 085 02 55.     (W)   SCALED
 JZ1921* NAVD 88 ORTHO HEIGHT -   199.75  (+/-2cm)      655.3   (feet) VERTCON3
 JZ1921  ______________________________________________________________________
 JZ1921  GEOID HEIGHT    -        -34.179 (meters)                     GEOID18
 JZ1921  VERT ORDER      -  ? (See Below)
 JZ1921
 JZ1921.The horizontal coordinates were scaled from a map and have
 JZ1921.an estimated accuracy of +/- 6 seconds.
 JZ1921
 JZ1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1921
 JZ1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1921.GEOID18 height accuracy estimate available here.
 JZ1921
 JZ1921.The vertical order pertains to the NGVD 29 superseded value.
 JZ1921
 JZ1921.Click photographs - Photos may exist for this station.
 JZ1921
 JZ1921;                    North         East    Units  Estimated Accuracy
 JZ1921;SPC IN E     -   421,150.      153,510.      MT  (+/- 180 meters Scaled)
 JZ1921
 JZ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ688230(NAD 83)
 JZ1921
 JZ1921                          SUPERSEDED SURVEY CONTROL
 JZ1921
 JZ1921  NGVD 29 (??/??/92)  199.936  (m)          655.96   (f) ADJ UNCH       
 JZ1921
 JZ1921.Superseded values are not recommended for survey control.
 JZ1921
 JZ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1921.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1921
 JZ1921_MARKER: Q = CHISELED SQUARE
 JZ1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1921_SP_SET: RETAINING WALL
 JZ1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1921
 JZ1921  HISTORY     - Date     Condition        Report By
 JZ1921  HISTORY     - UNK      MONUMENTED       BORR
 JZ1921  HISTORY     - 1938     GOOD             CGS
 JZ1921
 JZ1921                          STATION DESCRIPTION
 JZ1921
 JZ1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1921'1 MI W FROM DILLSBORO.
 JZ1921'ABOUT 1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1921'THE STATION AT DILLSBORO, DEARBORN COUNTY, AT A 500-YARD RETAINING
 JZ1921'WALL, ON THE TOP OF THE EXTREME SOUTH END, 10 FEET WEST OF THE
 JZ1921'WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A CHISELED
 JZ1921'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1918 ***********************************************************************
 JZ1918  DESIGNATION -  35.49
 JZ1918  PID         -  JZ1918
 JZ1918  STATE/COUNTY-  IN/DEARBORN
 JZ1918  COUNTRY     -  US
 JZ1918  USGS QUAD   -  DILLSBORO (2019)
 JZ1918
 JZ1918                         *CURRENT SURVEY CONTROL
 JZ1918  ______________________________________________________________________
 JZ1918* NAD 83(1986) POSITION- 39 02 40.     (N) 085 03 16.     (W)   SCALED
 JZ1918* NAVD 88 ORTHO HEIGHT -   209.84  (+/-2cm)      688.5   (feet) VERTCON3
 JZ1918  ______________________________________________________________________
 JZ1918  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 JZ1918  VERT ORDER      -  ? (See Below)
 JZ1918
 JZ1918.The horizontal coordinates were scaled from a map and have
 JZ1918.an estimated accuracy of +/- 6 seconds.
 JZ1918
 JZ1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1918
 JZ1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1918.GEOID18 height accuracy estimate available here.
 JZ1918
 JZ1918.The vertical order pertains to the NGVD 29 superseded value.
 JZ1918
 JZ1918.Click photographs - Photos may exist for this station.
 JZ1918
 JZ1918;                    North         East    Units  Estimated Accuracy
 JZ1918;SPC IN E     -   421,610.      153,000.      MT  (+/- 180 meters Scaled)
 JZ1918
 JZ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ683235(NAD 83)
 JZ1918
 JZ1918                          SUPERSEDED SURVEY CONTROL
 JZ1918
 JZ1918  NGVD 29 (??/??/92)  210.029  (m)          689.07   (f) ADJ UNCH       
 JZ1918
 JZ1918.Superseded values are not recommended for survey control.
 JZ1918
 JZ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1918.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1918
 JZ1918_MARKER: Q = CHISELED SQUARE
 JZ1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1918_SP_SET: CULVERT
 JZ1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1918
 JZ1918  HISTORY     - Date     Condition        Report By
 JZ1918  HISTORY     - UNK      MONUMENTED       BORR
 JZ1918  HISTORY     - 1938     GOOD             CGS
 JZ1918
 JZ1918                          STATION DESCRIPTION
 JZ1918
 JZ1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1918'1.4 MI W FROM DILLSBORO.
 JZ1918'1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1918'STATION AT DILLSBORO, DEARBORN COUNTY, AT A CONCRETE CULVERT,
 JZ1918'ON THE TOP OF THE WEST END OF THE NORTH WING WALL, AND ABOUT 3
 JZ1918'FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0928 ***********************************************************************
 HA0928  DESIGNATION -  352 3 STA 2+
 HA0928  PID         -  HA0928
 HA0928  STATE/COUNTY-  IN/POSEY
 HA0928  COUNTRY     -  US
 HA0928  USGS QUAD   -  UNIONTOWN (2019)
 HA0928
 HA0928                         *CURRENT SURVEY CONTROL
 HA0928  ______________________________________________________________________
 HA0928* NAD 83(1986) POSITION- 37 47 30.     (N) 087 58 46.     (W)   SCALED
 HA0928* NAVD 88 ORTHO HEIGHT -   107.121 (meters)      351.45  (feet) ADJUSTED
 HA0928  ______________________________________________________________________
 HA0928  GEOID HEIGHT    -        -30.237 (meters)                     GEOID18
 HA0928  DYNAMIC HEIGHT  -        107.047 (meters)      351.20  (feet) COMP
 HA0928  MODELED GRAVITY -    979,936.9   (mgal)                       NAVD 88
 HA0928
 HA0928  VERT ORDER      -  FIRST     CLASS II
 HA0928
 HA0928.The horizontal coordinates were scaled from a map and have
 HA0928.an estimated accuracy of +/- 6 seconds.
 HA0928
 HA0928.The orthometric height was determined by differential leveling and
 HA0928.adjusted by the NATIONAL GEODETIC SURVEY
 HA0928.in June 1991.
 HA0928
 HA0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0928.GEOID18 height accuracy estimate available here.
 HA0928
 HA0928.Click photographs - Photos may exist for this station.
 HA0928
 HA0928.The dynamic height is computed by dividing the NAVD 88
 HA0928.geopotential number by the normal gravity value computed on the
 HA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0928.degrees latitude (g = 980.6199 gals.).
 HA0928
 HA0928.The modeled gravity was interpolated from observed gravity values.
 HA0928
 HA0928;                    North         East    Units  Estimated Accuracy
 HA0928;SPC IN W     -   282,750.      821,070.      MT  (+/- 180 meters Scaled)
 HA0928
 HA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG137831(NAD 83)
 HA0928
 HA0928                          SUPERSEDED SURVEY CONTROL
 HA0928
 HA0928  NGVD 29 (??/??/92)  107.224  (m)          351.78   (f) ADJ UNCH    1 2
 HA0928
 HA0928.Superseded values are not recommended for survey control.
 HA0928
 HA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0928.See file dsdata.pdf to determine how the superseded data were derived.
 HA0928
 HA0928_MARKER: DD = SURVEY DISK
 HA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0928_STAMPING: 352 3 225 2+
 HA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0928+STABILITY: SURFACE MOTION
 HA0928
 HA0928  HISTORY     - Date     Condition        Report By
 HA0928  HISTORY     - UNK      MONUMENTED       USACE
 HA0928  HISTORY     - 1954     GOOD             CGS
 HA0928
 HA0928                          STATION DESCRIPTION
 HA0928
 HA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0928'3 MI NW FROM UNIONTOWN.
 HA0928'IN POSEY COUNTY, INDIANA, ABOUT 3 MILES BELOW UNIONTOWN, UNION
 HA0928'COUNTY, KENTUCKY, ABOUT 0.4 MILE BELOW LOCK AND DAM 49, ON RIGHT
 HA0928'BANK OF OHIO RIVER, LOCATED ON THE LEFT BANK OF THE SECOND DITCH
 HA0928'BELOW THE DAM, 92 FEET NORTH OF RIVER BANK, 25 FEET EAST OF
 HA0928'CENTER LINE OF DITCH, 15 FEET NORTHEAST OF A SPIKE IN BUT OF A
 HA0928'MULTIPLE BODIED MAPLE TREE, 17 FEET SOUTHEAST OF A SPIKE IN
 HA0928'THE SOUTHEAST FACE OF A 14-INCH ELM TREE AND IN THE TOP OF A
 HA0928'CONCRETE POST ABOUT FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0929 ***********************************************************************
 HA0929  DESIGNATION -  352 91
 HA0929  PID         -  HA0929
 HA0929  STATE/COUNTY-  IN/POSEY
 HA0929  COUNTRY     -  US
 HA0929  USGS QUAD   -  UNIONTOWN (2019)
 HA0929
 HA0929                         *CURRENT SURVEY CONTROL
 HA0929  ______________________________________________________________________
 HA0929* NAD 83(1986) POSITION- 37 47 24.     (N) 087 58 36.     (W)   SCALED
 HA0929* NAVD 88 ORTHO HEIGHT -   107.320 (meters)      352.10  (feet) ADJUSTED
 HA0929  ______________________________________________________________________
 HA0929  GEOID HEIGHT    -        -30.238 (meters)                     GEOID18
 HA0929  DYNAMIC HEIGHT  -        107.246 (meters)      351.86  (feet) COMP
 HA0929  MODELED GRAVITY -    979,936.6   (mgal)                       NAVD 88
 HA0929
 HA0929  VERT ORDER      -  FIRST     CLASS II
 HA0929
 HA0929.The horizontal coordinates were scaled from a map and have
 HA0929.an estimated accuracy of +/- 6 seconds.
 HA0929
 HA0929.The orthometric height was determined by differential leveling and
 HA0929.adjusted by the NATIONAL GEODETIC SURVEY
 HA0929.in June 1991.
 HA0929
 HA0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0929.GEOID18 height accuracy estimate available here.
 HA0929
 HA0929.Click photographs - Photos may exist for this station.
 HA0929
 HA0929.The dynamic height is computed by dividing the NAVD 88
 HA0929.geopotential number by the normal gravity value computed on the
 HA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0929.degrees latitude (g = 980.6199 gals.).
 HA0929
 HA0929.The modeled gravity was interpolated from observed gravity values.
 HA0929
 HA0929;                    North         East    Units  Estimated Accuracy
 HA0929;SPC IN W     -   282,560.      821,320.      MT  (+/- 180 meters Scaled)
 HA0929
 HA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG140829(NAD 83)
 HA0929
 HA0929                          SUPERSEDED SURVEY CONTROL
 HA0929
 HA0929  NGVD 29 (??/??/92)  107.423  (m)          352.44   (f) ADJ UNCH    1 2
 HA0929
 HA0929.Superseded values are not recommended for survey control.
 HA0929
 HA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0929.See file dsdata.pdf to determine how the superseded data were derived.
 HA0929
 HA0929_MARKER: DD = SURVEY DISK
 HA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0929_STAMPING: 352 91 0 + 265
 HA0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0929+STABILITY: SURFACE MOTION
 HA0929
 HA0929  HISTORY     - Date     Condition        Report By
 HA0929  HISTORY     - UNK      MONUMENTED       USACE
 HA0929  HISTORY     - 1954     GOOD             CGS
 HA0929  HISTORY     - 1979     MARK NOT FOUND   USGS
 HA0929  HISTORY     - 1979     MARK NOT FOUND   USGS
 HA0929
 HA0929                          STATION DESCRIPTION
 HA0929
 HA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0929'2.8 MI NW FROM UNIONTOWN.
 HA0929'IN POSEY COUNTY, INDIANA, ABOUT 2 3/4 MILES BELOW UNIONTOWN,
 HA0929'UNION COUNTY, KENTUCKY, ABOUT 0.2 MILE BELOW LOCK AND DAM 49,
 HA0929'ON THE RIGHT BANK OF OHIO RIVER, ON THE RIGHT BANK OF THE FIRST
 HA0929'DITCH BELOW THE DAM, 46 FEET EAST-NORTHEAST OF CENTER LINE OF
 HA0929'A FARM ROAD, 40 1/2 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 HA0929'A 16-FOOT WOODEN BRIDGE OVER DITCH, 0 1/2 FEET NORTH-NORTHWEST
 HA0929'OF A SPIKE IN THE NORTH FACE OF A 10-INCH BLACK LOCUST TREE,
 HA0929'5 FEET SOUTH OF SOUTH EDGE OF A CULTIVATED FIELD, 70 FEET
 HA0929'EAST-NORTHEAST OF RIVER BANK, AND SET IN THE TOP OF A CONCRETE
 HA0929'POST ABOUT FLUSH WITH GROUND.
 HA0929
 HA0929                          STATION RECOVERY (1979)
 HA0929
 HA0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HA0929'MARK NOT FOUND.
 HA0929
 HA0929                          STATION RECOVERY (1979)
 HA0929
 HA0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HA0929'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1358 ***********************************************************************
 JA1358  DESIGNATION -  353+32.6 USE
 JA1358  PID         -  JA1358
 JA1358  STATE/COUNTY-  IN/KNOX
 JA1358  COUNTRY     -  US
 JA1358  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1358
 JA1358                         *CURRENT SURVEY CONTROL
 JA1358  ______________________________________________________________________
 JA1358* NAD 83(1986) POSITION- 38 32 42.     (N) 087 39 41.     (W)   SCALED
 JA1358* NAVD 88 ORTHO HEIGHT -   127.009 (meters)      416.70  (feet) ADJUSTED
 JA1358  ______________________________________________________________________
 JA1358  GEOID HEIGHT    -        -31.464 (meters)                     GEOID18
 JA1358  DYNAMIC HEIGHT  -        126.930 (meters)      416.44  (feet) COMP
 JA1358  MODELED GRAVITY -    980,005.3   (mgal)                       NAVD 88
 JA1358
 JA1358  VERT ORDER      -  FIRST     CLASS II
 JA1358
 JA1358.The horizontal coordinates were scaled from a map and have
 JA1358.an estimated accuracy of +/- 6 seconds.
 JA1358
 JA1358.The orthometric height was determined by differential leveling and
 JA1358.adjusted by the NATIONAL GEODETIC SURVEY
 JA1358.in June 1991.
 JA1358
 JA1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1358.GEOID18 height accuracy estimate available here.
 JA1358
 JA1358.Click photographs - Photos may exist for this station.
 JA1358
 JA1358.The dynamic height is computed by dividing the NAVD 88
 JA1358.geopotential number by the normal gravity value computed on the
 JA1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1358.degrees latitude (g = 980.6199 gals.).
 JA1358
 JA1358.The modeled gravity was interpolated from observed gravity values.
 JA1358
 JA1358;                    North         East    Units  Estimated Accuracy
 JA1358;SPC IN W     -   366,150.      849,610.      MT  (+/- 180 meters Scaled)
 JA1358
 JA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH423664(NAD 83)
 JA1358
 JA1358                          SUPERSEDED SURVEY CONTROL
 JA1358
 JA1358  NGVD 29 (??/??/92)  127.143  (m)          417.14   (f) ADJ UNCH    1 2
 JA1358
 JA1358.Superseded values are not recommended for survey control.
 JA1358
 JA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1358.See file dsdata.pdf to determine how the superseded data were derived.
 JA1358
 JA1358_MARKER: DB = BENCH MARK DISK
 JA1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1358_STAMPING: 353 + 32.6
 JA1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1358+STABILITY: SURFACE MOTION
 JA1358
 JA1358  HISTORY     - Date     Condition        Report By
 JA1358  HISTORY     - UNK      MONUMENTED       USACE
 JA1358  HISTORY     - 1954     GOOD             CGS
 JA1358
 JA1358                          STATION DESCRIPTION
 JA1358
 JA1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1358'3.6 MI SW FROM BEAL.
 JA1358'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1358'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1358'GRAVEL ROAD, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG LEVEE ON LEFT
 JA1358'BANK OF WABASH RIVER, ON TOP OF LEVEE, AT A TURN IN THE LEVEE
 JA1358'WITH TANGENTS EXTENDING NORTH AND SOUTH-SOUTHEAST, ABOUT 0.5
 JA1358'MILE NORTH-NORTHWEST OF THE SECOND ROAD WHICH CROSSES THE LEVEE
 JA1358'NORTH OF FLOOD GATE ACROSS MOUTH OF DESHEE RIVER, 2 FEET WEST
 JA1358'OF CENTER OF TOP OF LEVEE, 3.8 FEET EAST OF A WHITE WOODEN
 JA1358'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH
 JA1358'BELOW SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1266 ***********************************************************************
 JZ1266  DESIGNATION -  36 M
 JZ1266  PID         -  JZ1266
 JZ1266  STATE/COUNTY-  IN/FRANKLIN
 JZ1266  COUNTRY     -  US
 JZ1266  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1266
 JZ1266                         *CURRENT SURVEY CONTROL
 JZ1266  ______________________________________________________________________
 JZ1266* NAD 83(1986) POSITION- 39 30 33.65   (N) 084 52 28.56   (W)   HD_HELD1
 JZ1266* NAVD 88 ORTHO HEIGHT -   314.663 (meters)     1032.36  (feet) ADJUSTED
 JZ1266  ______________________________________________________________________
 JZ1266  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 JZ1266  DYNAMIC HEIGHT  -        314.481 (meters)     1031.76  (feet) COMP
 JZ1266  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 JZ1266
 JZ1266  VERT ORDER      -  SECOND    CLASS 0
 JZ1266
 JZ1266.The horizontal coordinates were determined by differentially corrected
 JZ1266.hand held GPS observations or other comparable positioning techniques
 JZ1266.and have an estimated accuracy of +/- 3 meters.
 JZ1266
 JZ1266.The orthometric height was determined by differential leveling and
 JZ1266.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1266.in June 1991.
 JZ1266
 JZ1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1266.GEOID18 height accuracy estimate available here.
 JZ1266
 JZ1266.Click photographs - Photos may exist for this station.
 JZ1266
 JZ1266.The dynamic height is computed by dividing the NAVD 88
 JZ1266.geopotential number by the normal gravity value computed on the
 JZ1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1266.degrees latitude (g = 980.6199 gals.).
 JZ1266
 JZ1266.The modeled gravity was interpolated from observed gravity values.
 JZ1266
 JZ1266;                    North         East    Units  Estimated Accuracy
 JZ1266;SPC IN E     -   473,341.9     168,117.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1266
 JZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8272375458(NAD 83)
 JZ1266
 JZ1266                          SUPERSEDED SURVEY CONTROL
 JZ1266
 JZ1266  NGVD 29 (??/??/92)  314.826  (m)         1032.89   (f) ADJ UNCH    2 0
 JZ1266
 JZ1266.Superseded values are not recommended for survey control.
 JZ1266
 JZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1266.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1266
 JZ1266_MARKER: DD = SURVEY DISK
 JZ1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1266_STAMPING: 1033 36M 1946
 JZ1266_MARK LOGO: USGS
 JZ1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1266+STABILITY: SURFACE MOTION
 JZ1266
 JZ1266  HISTORY     - Date     Condition        Report By
 JZ1266  HISTORY     - 1946     MONUMENTED       USGS
 JZ1266  HISTORY     - 1947     GOOD             CGS
 JZ1266
 JZ1266                          STATION DESCRIPTION
 JZ1266
 JZ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1266'0.7 MI W FROM NEW BATH.
 JZ1266'0.7 MILE WEST ALONG A PAVED ROAD FROM THE STATE BANK AT NEW
 JZ1266'BATH, ABOUT 0.9 MILE EAST OF THE CROSSROADS AT OLD BATH, AT
 JZ1266'BATH SCHOOL, IN THE SOUTHWEST QUARTER OF THE LAWN, 50 FEET
 JZ1266'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 29 FEET NORTH
 JZ1266'OF THE CENTER LINE OF THE EAST-WEST ROAD, 50 FEET WEST OF A
 JZ1266'WATER PUMP, ABOUT 1 FOOT INSIDE A PIPE FENCE AROUND THE YARD,
 JZ1266'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1266'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1917 ***********************************************************************
 JZ1917  DESIGNATION -  36.18
 JZ1917  PID         -  JZ1917
 JZ1917  STATE/COUNTY-  IN/DEARBORN
 JZ1917  COUNTRY     -  US
 JZ1917  USGS QUAD   -  DILLSBORO (2019)
 JZ1917
 JZ1917                         *CURRENT SURVEY CONTROL
 JZ1917  ______________________________________________________________________
 JZ1917* NAD 83(1986) POSITION- 39 03 25.     (N) 085 03 35.     (W)   SCALED
 JZ1917* NAVD 88 ORTHO HEIGHT -   220.08  (+/-2cm)      722.0   (feet) VERTCON3
 JZ1917  ______________________________________________________________________
 JZ1917  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 JZ1917  VERT ORDER      -  ? (See Below)
 JZ1917
 JZ1917.The horizontal coordinates were scaled from a map and have
 JZ1917.an estimated accuracy of +/- 6 seconds.
 JZ1917
 JZ1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1917
 JZ1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1917.GEOID18 height accuracy estimate available here.
 JZ1917
 JZ1917.The vertical order pertains to the NGVD 29 superseded value.
 JZ1917
 JZ1917.Click photographs - Photos may exist for this station.
 JZ1917
 JZ1917;                    North         East    Units  Estimated Accuracy
 JZ1917;SPC IN E     -   422,990.      152,530.      MT  (+/- 180 meters Scaled)
 JZ1917
 JZ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ678248(NAD 83)
 JZ1917
 JZ1917                          SUPERSEDED SURVEY CONTROL
 JZ1917
 JZ1917  NGVD 29 (??/??/92)  220.259  (m)          722.63   (f) ADJ UNCH       
 JZ1917
 JZ1917.Superseded values are not recommended for survey control.
 JZ1917
 JZ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1917.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1917
 JZ1917_MARKER: Q = CHISELED SQUARE
 JZ1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1917_SP_SET: ABUTMENT
 JZ1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1917
 JZ1917  HISTORY     - Date     Condition        Report By
 JZ1917  HISTORY     - UNK      MONUMENTED       BORR
 JZ1917  HISTORY     - 1938     GOOD             CGS
 JZ1917
 JZ1917                          STATION DESCRIPTION
 JZ1917
 JZ1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1917'2.3 MI W FROM DILLSBORO.
 JZ1917'2.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1917'STATION AT DILLSBORO, DEARBORN COUNTY, AT TRESTLE NO. 36.18, ON
 JZ1917'THE TOP STEP OF THE NORTHWEST ABUTMENT, 10 FEET SOUTHWEST OF THE
 JZ1917'SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 JZ1917'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1078 ***********************************************************************
 HA1078  DESIGNATION -  369.48
 HA1078  PID         -  HA1078
 HA1078  STATE/COUNTY-  IN/POSEY
 HA1078  COUNTRY     -  US
 HA1078  USGS QUAD   -  MOUNT VERNON (2019)
 HA1078
 HA1078                         *CURRENT SURVEY CONTROL
 HA1078  ______________________________________________________________________
 HA1078* NAD 83(1986) POSITION- 37 55 43.     (N) 087 53 44.     (W)   SCALED
 HA1078* NAVD 88 ORTHO HEIGHT -   113.427 (meters)      372.14  (feet) ADJUSTED
 HA1078  ______________________________________________________________________
 HA1078  GEOID HEIGHT    -        -30.562 (meters)                     GEOID18
 HA1078  DYNAMIC HEIGHT  -        113.350 (meters)      371.88  (feet) COMP
 HA1078  MODELED GRAVITY -    979,947.2   (mgal)                       NAVD 88
 HA1078
 HA1078  VERT ORDER      -  FIRST     CLASS II
 HA1078
 HA1078.The horizontal coordinates were scaled from a map and have
 HA1078.an estimated accuracy of +/- 6 seconds.
 HA1078
 HA1078.The orthometric height was determined by differential leveling and
 HA1078.adjusted by the NATIONAL GEODETIC SURVEY
 HA1078.in June 1991.
 HA1078
 HA1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1078.GEOID18 height accuracy estimate available here.
 HA1078
 HA1078.Click photographs - Photos may exist for this station.
 HA1078
 HA1078.The dynamic height is computed by dividing the NAVD 88
 HA1078.geopotential number by the normal gravity value computed on the
 HA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1078.degrees latitude (g = 980.6199 gals.).
 HA1078
 HA1078.The modeled gravity was interpolated from observed gravity values.
 HA1078
 HA1078;                    North         East    Units  Estimated Accuracy
 HA1078;SPC IN W     -   297,880.      828,590.      MT  (+/- 180 meters Scaled)
 HA1078
 HA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG212982(NAD 83)
 HA1078
 HA1078                          SUPERSEDED SURVEY CONTROL
 HA1078
 HA1078  NGVD 29 (??/??/92)  113.527  (m)          372.46   (f) ADJ UNCH    1 2
 HA1078
 HA1078.Superseded values are not recommended for survey control.
 HA1078
 HA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1078.See file dsdata.pdf to determine how the superseded data were derived.
 HA1078
 HA1078_MARKER: DD = SURVEY DISK
 HA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1078_STAMPING: 369.48
 HA1078_MARK LOGO: USWB
 HA1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1078+STABILITY: SURFACE MOTION
 HA1078
 HA1078  HISTORY     - Date     Condition        Report By
 HA1078  HISTORY     - UNK      MONUMENTED       USWB
 HA1078  HISTORY     - 1965     GOOD             CGS
 HA1078
 HA1078                          STATION DESCRIPTION
 HA1078
 HA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1078'0.2 MI SW FROM MT VERNON.
 HA1078'ABOUT 0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE POSEY
 HA1078'COUNTY COURTHOUSE AT MT. VERNON, THENCE 0.05 MILE WEST ALONG
 HA1078'WEST WATER STREET, IN SECTION 8, T 7 S, R 14 W, 27 FEET EAST OF
 HA1078'THE CENTER LINE OF COLLEGE STREET, 45 FEET SOUTH OF THE CENTER
 HA1078'LINE OF WEST WATER STREET, 20 FEET SOUTH OF THE SOUTH RAIL OF A
 HA1078'SPUR TRACK, 2 FEET SOUTHEAST OF A CONCRETE PILLAR, ABOUT 2 FEET
 HA1078'BELOW THE LEVEL OF WEST WATER STREET, SET IN THE TOP OF A 2 FOOT
 HA1078'BY 2 FOOT CONCRETE POST PROJECTING 2 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1264 ***********************************************************************
 JZ1264  DESIGNATION -  37 M
 JZ1264  PID         -  JZ1264
 JZ1264  STATE/COUNTY-  IN/FRANKLIN
 JZ1264  COUNTRY     -  US
 JZ1264  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1264
 JZ1264                         *CURRENT SURVEY CONTROL
 JZ1264  ______________________________________________________________________
 JZ1264* NAD 83(1986) POSITION- 39 30 35.09   (N) 084 54 37.99   (W)   HD_HELD1
 JZ1264* NAVD 88 ORTHO HEIGHT -   310.947 (meters)     1020.17  (feet) ADJUSTED
 JZ1264  ______________________________________________________________________
 JZ1264  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 JZ1264  DYNAMIC HEIGHT  -        310.765 (meters)     1019.57  (feet) COMP
 JZ1264  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 JZ1264
 JZ1264  VERT ORDER      -  SECOND    CLASS 0
 JZ1264
 JZ1264.The horizontal coordinates were determined by differentially corrected
 JZ1264.hand held GPS observations or other comparable positioning techniques
 JZ1264.and have an estimated accuracy of +/- 3 meters.
 JZ1264
 JZ1264.The orthometric height was determined by differential leveling and
 JZ1264.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1264.in June 1991.
 JZ1264
 JZ1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1264.GEOID18 height accuracy estimate available here.
 JZ1264
 JZ1264.Click photographs - Photos may exist for this station.
 JZ1264
 JZ1264.The dynamic height is computed by dividing the NAVD 88
 JZ1264.geopotential number by the normal gravity value computed on the
 JZ1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1264.degrees latitude (g = 980.6199 gals.).
 JZ1264
 JZ1264.The modeled gravity was interpolated from observed gravity values.
 JZ1264
 JZ1264;                    North         East    Units  Estimated Accuracy
 JZ1264;SPC IN E     -   473,359.7     165,025.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1264
 JZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7963175430(NAD 83)
 JZ1264
 JZ1264                          SUPERSEDED SURVEY CONTROL
 JZ1264
 JZ1264  NGVD 29 (??/??/92)  311.112  (m)         1020.71   (f) ADJ UNCH    2 0
 JZ1264
 JZ1264.Superseded values are not recommended for survey control.
 JZ1264
 JZ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1264.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1264
 JZ1264_MARKER: DB = BENCH MARK DISK
 JZ1264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1264_STAMPING: 1021 37M 1946
 JZ1264_MARK LOGO: USGS
 JZ1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1264
 JZ1264  HISTORY     - Date     Condition        Report By
 JZ1264  HISTORY     - 1946     MONUMENTED       USGS
 JZ1264  HISTORY     - 1947     GOOD             CGS
 JZ1264  HISTORY     - 20050930 POOR             GEOCAC
 JZ1264  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ1264
 JZ1264                          STATION DESCRIPTION
 JZ1264
 JZ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1264'1.1 MI W FROM OLD BATH.
 JZ1264'1.1 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT OLD
 JZ1264'BATH, AT THE INTERSECTION OF A NORTH-SOUTH BLACK TOP ROAD, 49
 JZ1264'FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 18 FEET NORTH
 JZ1264'OF THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET WEST OF A FENCE
 JZ1264'CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE
 JZ1264'WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 JZ1264'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1264
 JZ1264                          STATION RECOVERY (2005)
 JZ1264
 JZ1264'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1264'DISK IS 75 PERCENT GONE.  MARK IS 10 FEET WEST OF PSI ENERGY POLE
 JZ1264'561-504.
 JZ1264
 JZ1264                          STATION RECOVERY (2018)
 JZ1264
 JZ1264'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1264'THE CONCRETE REMAINS BUT THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0259 ***********************************************************************
 MD0259  DESIGNATION -  38 RHP
 MD0259  PID         -  MD0259
 MD0259  STATE/COUNTY-  IN/ALLEN
 MD0259  COUNTRY     -  US
 MD0259  USGS QUAD   -  MAPLES (2019)
 MD0259
 MD0259                         *CURRENT SURVEY CONTROL
 MD0259  ______________________________________________________________________
 MD0259* NAD 83(1986) POSITION- 41 04 18.     (N) 084 56 34.     (W)   SCALED
 MD0259* NAVD 88 ORTHO HEIGHT -   234.602 (meters)      769.69  (feet) ADJUSTED
 MD0259  ______________________________________________________________________
 MD0259  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 MD0259  DYNAMIC HEIGHT  -        234.506 (meters)      769.38  (feet) COMP
 MD0259  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 MD0259
 MD0259  VERT ORDER      -  FIRST     CLASS I
 MD0259
 MD0259.The horizontal coordinates were scaled from a map and have
 MD0259.an estimated accuracy of +/- 6 seconds.
 MD0259
 MD0259.The orthometric height was determined by differential leveling and
 MD0259.adjusted by the NATIONAL GEODETIC SURVEY
 MD0259.in June 1991.
 MD0259
 MD0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0259.GEOID18 height accuracy estimate available here.
 MD0259
 MD0259.Click photographs - Photos may exist for this station.
 MD0259
 MD0259.The dynamic height is computed by dividing the NAVD 88
 MD0259.geopotential number by the normal gravity value computed on the
 MD0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0259.degrees latitude (g = 980.6199 gals.).
 MD0259
 MD0259.The modeled gravity was interpolated from observed gravity values.
 MD0259
 MD0259;                    North         East    Units  Estimated Accuracy
 MD0259;SPC IN E     -   646,770.      160,840.      MT  (+/- 180 meters Scaled)
 MD0259
 MD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL728487(NAD 83)
 MD0259
 MD0259                          SUPERSEDED SURVEY CONTROL
 MD0259
 MD0259  NGVD 29 (??/??/92)  234.756  (m)          770.20   (f) ADJ UNCH    1 1
 MD0259
 MD0259.Superseded values are not recommended for survey control.
 MD0259
 MD0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0259.See file dsdata.pdf to determine how the superseded data were derived.
 MD0259
 MD0259_MARKER: DD = SURVEY DISK
 MD0259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0259_STAMPING: 38 RHP 1951 770
 MD0259_MARK LOGO: USGS
 MD0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0259
 MD0259  HISTORY     - Date     Condition        Report By
 MD0259  HISTORY     - 1951     MONUMENTED       USGS
 MD0259  HISTORY     - 1968     GOOD             CGS
 MD0259  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0259
 MD0259                          STATION DESCRIPTION
 MD0259
 MD0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0259'3.9 MI E FROM NEW HAVEN.
 MD0259'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0259'U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, AT THE JUNCTION OF
 MD0259'BERTHAUD ROAD LEADING SOUTH, 83 FEET SOUTHEAST OF THE APPROXIMATE
 MD0259'CENTER OF THE JUNCTION, 82 FEET SOUTH OF THE CENTER LINE OF THE
 MD0259'HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 MD0259'NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET EAST OF
 MD0259'POWER LINE POLE 32, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 MD0259'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 MD0259'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 10,
 MD0259'R 14 E, T 30 N.
 MD0259
 MD0259                          STATION RECOVERY (1992)
 MD0259
 MD0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0259'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1214 ***********************************************************************
 JA1214  DESIGNATION -  382 VIN
 JA1214  PID         -  JA1214
 JA1214  STATE/COUNTY-  IN/POSEY
 JA1214  COUNTRY     -  US
 JA1214  USGS QUAD   -  NEW HARMONY (2019)
 JA1214
 JA1214                         *CURRENT SURVEY CONTROL
 JA1214  ______________________________________________________________________
 JA1214* NAD 83(1986) POSITION- 38 07 46.3    (N) 087 56 06.5    (W)   HD_HELD2
 JA1214* NAVD 88 ORTHO HEIGHT -   116.832 (meters)      383.31  (feet) ADJUSTED
 JA1214  ______________________________________________________________________
 JA1214  GEOID HEIGHT    -        -30.828 (meters)                     GEOID18
 JA1214  DYNAMIC HEIGHT  -        116.753 (meters)      383.05  (feet) COMP
 JA1214  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 JA1214
 JA1214  VERT ORDER      -  FIRST     CLASS II
 JA1214
 JA1214.The horizontal coordinates were established by autonomous hand held GPS
 JA1214.observations and have an estimated accuracy of +/- 10 meters.
 JA1214
 JA1214.The orthometric height was determined by differential leveling and
 JA1214.adjusted by the NATIONAL GEODETIC SURVEY
 JA1214.in June 1991.
 JA1214
 JA1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1214.GEOID18 height accuracy estimate available here.
 JA1214
 JA1214.Click photographs - Photos may exist for this station.
 JA1214
 JA1214.The dynamic height is computed by dividing the NAVD 88
 JA1214.geopotential number by the normal gravity value computed on the
 JA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1214.degrees latitude (g = 980.6199 gals.).
 JA1214
 JA1214.The modeled gravity was interpolated from observed gravity values.
 JA1214
 JA1214;                    North         East    Units  Estimated Accuracy
 JA1214;SPC IN W     -   320,214.      825,317.      MT  (+/- 10 meters HH2 GPS)
 JA1214
 JA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1804120599(NAD 83)
 JA1214
 JA1214                          SUPERSEDED SURVEY CONTROL
 JA1214
 JA1214  NGVD 29 (??/??/92)  116.953  (m)          383.70   (f) ADJ UNCH    1 2
 JA1214
 JA1214.Superseded values are not recommended for survey control.
 JA1214
 JA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1214.See file dsdata.pdf to determine how the superseded data were derived.
 JA1214
 JA1214_MARKER: DB = BENCH MARK DISK
 JA1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1214_SP_SET: BUILDING
 JA1214_STAMPING: 382 VIN
 JA1214_MARK LOGO: USGS
 JA1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1214+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2008
 JA1214
 JA1214  HISTORY     - Date     Condition        Report By
 JA1214  HISTORY     - 1901     MONUMENTED       USGS
 JA1214  HISTORY     - 1954     GOOD             CGS
 JA1214  HISTORY     - 20060727 GOOD             ILDT
 JA1214  HISTORY     - 20070717 GOOD             GEOCAC
 JA1214  HISTORY     - 20080929 GOOD             GEOCAC
 JA1214
 JA1214                          STATION DESCRIPTION
 JA1214
 JA1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1214'AT NEW HARMONY.
 JA1214'AT NEW HARMONY, AT THE SOUTHWEST QUARTER OF INTERSECTION OF WEST
 JA1214'CHURCH AND SOUTH MAIN STREETS, SET IN THE TOP OF THE SLANTING
 JA1214'WATER TABLE OF EAST FACE OF OLD NEW HARMONY BANKING COMPANY
 JA1214'BUILDING NOW OCCUPIED BY DOCTOR H.E. ROPP, 4 1/2 FEET SOUTH OF
 JA1214'NORTHEAST CORNER OF BUILDING, 8 1/2 FEET NORTH OF CENTER OF EAST
 JA1214'ENTRANCE AND 2-3/4 FEET ABOVE LEVEL OF SIDE WALK.  NOTE-- THE
 JA1214'DISK IS SET FLUSH IN SLANTING WATER TABLE SO THAT THE WEST SIDE
 JA1214'OF DISK IS THE HIGH POINT.
 JA1214
 JA1214                          STATION RECOVERY (2006)
 JA1214
 JA1214'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JA1214'RECOVERED IN GOOD CONDITION.
 JA1214
 JA1214                          STATION RECOVERY (2007)
 JA1214
 JA1214'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JA1214'RECOVERED IN GOOD CONDITION.
 JA1214
 JA1214                          STATION RECOVERY (2008)
 JA1214
 JA1214'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1255 ***********************************************************************
 JA1255  DESIGNATION -  385
 JA1255  PID         -  JA1255
 JA1255  STATE/COUNTY-  IN/VANDERBURGH
 JA1255  COUNTRY     -  US
 JA1255  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1255
 JA1255                         *CURRENT SURVEY CONTROL
 JA1255  ______________________________________________________________________
 JA1255* NAD 83(1986) POSITION- 38 00 59.     (N) 087 32 21.     (W)   SCALED
 JA1255* NAVD 88 ORTHO HEIGHT -   117.247 (meters)      384.67  (feet) ADJUSTED
 JA1255  ______________________________________________________________________
 JA1255  GEOID HEIGHT    -        -31.114 (meters)                     GEOID18
 JA1255  DYNAMIC HEIGHT  -        117.167 (meters)      384.41  (feet) COMP
 JA1255  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 JA1255
 JA1255  VERT ORDER      -  SECOND    CLASS 0
 JA1255
 JA1255.The horizontal coordinates were scaled from a map and have
 JA1255.an estimated accuracy of +/- 6 seconds.
 JA1255
 JA1255.The orthometric height was determined by differential leveling and
 JA1255.adjusted by the NATIONAL GEODETIC SURVEY
 JA1255.in June 1991.
 JA1255
 JA1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1255.GEOID18 height accuracy estimate available here.
 JA1255
 JA1255.Click photographs - Photos may exist for this station.
 JA1255
 JA1255.The dynamic height is computed by dividing the NAVD 88
 JA1255.geopotential number by the normal gravity value computed on the
 JA1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1255.degrees latitude (g = 980.6199 gals.).
 JA1255
 JA1255.The modeled gravity was interpolated from observed gravity values.
 JA1255
 JA1255;                    North         East    Units  Estimated Accuracy
 JA1255;SPC IN W     -   307,410.      859,970.      MT  (+/- 180 meters Scaled)
 JA1255
 JA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH526077(NAD 83)
 JA1255
 JA1255                          SUPERSEDED SURVEY CONTROL
 JA1255
 JA1255  NGVD 29 (??/??/92)  117.354  (m)          385.02   (f) ADJ UNCH    2 0
 JA1255
 JA1255.Superseded values are not recommended for survey control.
 JA1255
 JA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1255.See file dsdata.pdf to determine how the superseded data were derived.
 JA1255
 JA1255_MARKER: P = PIPE CAP
 JA1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1255_STAMPING: 385 VIN
 JA1255_MARK LOGO: USGS
 JA1255_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1255
 JA1255  HISTORY     - Date     Condition        Report By
 JA1255  HISTORY     - 1901     MONUMENTED       USGS
 JA1255  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1255
 JA1255                          STATION DESCRIPTION
 JA1255
 JA1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1255'3.4 MI N FROM EVANSVILLE.
 JA1255'3.4 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JA1255'FROM THE STATION AT EVANSVILLE, VANDERBURG COUNTY, 0.8 MILE NORTH
 JA1255'OF THE STATION AT WANSFORD, AT THE JUNCTION OF THE CLEVELAND,
 JA1255'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, TWO RAILS NORTH ACROSS
 JA1255'THE TRACK FROM MILEPOST 283, 17.3 FEET NORTH OF SEMAPHORE 283,
 JA1255'64.7 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 41, 5.2 FEET
 JA1255'NORTHWEST OF THE NORTHWEST CORNER OF A SECTIONHOUSE, 8.6 FEET
 JA1255'EAST OF THE EAST RAIL, AND LEVEL WITH THE TRACK.  A UNITED
 JA1255'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 385 VIN AND
 JA1255'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- CAP HAS
 JA1255'BEEN DAMAGED BY A BLOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1023 ***********************************************************************
 LA1023  DESIGNATION -  387
 LA1023  PID         -  LA1023
 LA1023  STATE/COUNTY-  IN/DELAWARE
 LA1023  COUNTRY     -  US
 LA1023  USGS QUAD   -  MUNCIE WEST (2019)
 LA1023
 LA1023                         *CURRENT SURVEY CONTROL
 LA1023  ______________________________________________________________________
 LA1023* NAD 83(1986) POSITION- 40 10 13.     (N) 085 29 13.     (W)   SCALED
 LA1023* NAVD 88 ORTHO HEIGHT -   281.792 (meters)      924.51  (feet) ADJUSTED
 LA1023  ______________________________________________________________________
 LA1023  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 LA1023  DYNAMIC HEIGHT  -        281.643 (meters)      924.02  (feet) COMP
 LA1023  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 LA1023
 LA1023  VERT ORDER      -  SECOND    CLASS 0
 LA1023
 LA1023.The horizontal coordinates were scaled from a map and have
 LA1023.an estimated accuracy of +/- 6 seconds.
 LA1023
 LA1023.The orthometric height was determined by differential leveling and
 LA1023.adjusted by the NATIONAL GEODETIC SURVEY
 LA1023.in June 1991.
 LA1023
 LA1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1023.GEOID18 height accuracy estimate available here.
 LA1023
 LA1023.Click photographs - Photos may exist for this station.
 LA1023
 LA1023.The dynamic height is computed by dividing the NAVD 88
 LA1023.geopotential number by the normal gravity value computed on the
 LA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1023.degrees latitude (g = 980.6199 gals.).
 LA1023
 LA1023.The modeled gravity was interpolated from observed gravity values.
 LA1023
 LA1023;                    North         East    Units  Estimated Accuracy
 LA1023;SPC IN E     -   546,440.      115,310.      MT  (+/- 180 meters Scaled)
 LA1023
 LA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK288477(NAD 83)
 LA1023
 LA1023                          SUPERSEDED SURVEY CONTROL
 LA1023
 LA1023  NGVD 29 (??/??/92)  281.930  (m)          924.97   (f) ADJ UNCH    2 0
 LA1023
 LA1023.Superseded values are not recommended for survey control.
 LA1023
 LA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1023.See file dsdata.pdf to determine how the superseded data were derived.
 LA1023
 LA1023_MARKER: R = RIVET
 LA1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1023_SP_SET: BRIDGE
 LA1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1023
 LA1023  HISTORY     - Date     Condition        Report By
 LA1023  HISTORY     - UNK      MONUMENTED       PCRR
 LA1023  HISTORY     - 1947     GOOD             CGS
 LA1023
 LA1023                          STATION DESCRIPTION
 LA1023
 LA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1023'0.4 MI E FROM YORKTOWN.
 LA1023'0.4 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1023'LOUIS RAILWAY FROM THE STATION AT YORKTOWN, DELAWARE COUNTY,
 LA1023'13.5 RAILS WEST OF MILEPOST 235, BETWEEN POLES 235/06 AND 235/07,
 LA1023'AT TWO-SPAN PLATE-GIRDER BRIDGE 387, IN THE TOP OF THE CONCRETE
 LA1023'BACK WALL AT THE NORTHEAST CORNER OF THE BRIDGE, 9.4 FEET NORTH
 LA1023'OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN
 LA1023'IRON RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1215 ***********************************************************************
 JA1215  DESIGNATION -  387 VIN
 JA1215  PID         -  JA1215
 JA1215  STATE/COUNTY-  IN/POSEY
 JA1215  COUNTRY     -  US
 JA1215  USGS QUAD   -  NEW HARMONY (2019)
 JA1215
 JA1215                         *CURRENT SURVEY CONTROL
 JA1215  ______________________________________________________________________
 JA1215* NAD 83(1986) POSITION- 38 07 43.36   (N) 087 56 10.97   (W)   HD_HELD1
 JA1215* NAVD 88 ORTHO HEIGHT -   117.593 (meters)      385.80  (feet) ADJUSTED
 JA1215  ______________________________________________________________________
 JA1215  GEOID HEIGHT    -        -30.825 (meters)                     GEOID18
 JA1215  DYNAMIC HEIGHT  -        117.514 (meters)      385.54  (feet) COMP
 JA1215  MODELED GRAVITY -    979,955.1   (mgal)                       NAVD 88
 JA1215
 JA1215  VERT ORDER      -  FIRST     CLASS II
 JA1215
 JA1215.The horizontal coordinates were determined by differentially corrected
 JA1215.hand held GPS observations or other comparable positioning techniques
 JA1215.and have an estimated accuracy of +/- 3 meters.
 JA1215
 JA1215.The orthometric height was determined by differential leveling and
 JA1215.adjusted by the NATIONAL GEODETIC SURVEY
 JA1215.in June 1991.
 JA1215
 JA1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1215.GEOID18 height accuracy estimate available here.
 JA1215
 JA1215.Click photographs - Photos may exist for this station.
 JA1215
 JA1215.The dynamic height is computed by dividing the NAVD 88
 JA1215.geopotential number by the normal gravity value computed on the
 JA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1215.degrees latitude (g = 980.6199 gals.).
 JA1215
 JA1215.The modeled gravity was interpolated from observed gravity values.
 JA1215
 JA1215;                    North         East    Units  Estimated Accuracy
 JA1215;SPC IN W     -   320,124.0     825,207.7     MT  (+/- 3 meters HH1 GPS) 
 JA1215
 JA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1793120510(NAD 83)
 JA1215
 JA1215                          SUPERSEDED SURVEY CONTROL
 JA1215
 JA1215  NGVD 29 (??/??/92)  117.715  (m)          386.20   (f) ADJ UNCH    1 2
 JA1215
 JA1215.Superseded values are not recommended for survey control.
 JA1215
 JA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1215.See file dsdata.pdf to determine how the superseded data were derived.
 JA1215
 JA1215_MARKER: DB = BENCH MARK DISK
 JA1215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1215_SP_SET: STEP
 JA1215_STAMPING: 387 VIN
 JA1215_MARK LOGO: USGS
 JA1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1215+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2008
 JA1215
 JA1215  HISTORY     - Date     Condition        Report By
 JA1215  HISTORY     - 1901     MONUMENTED       USGS
 JA1215  HISTORY     - 1954     GOOD             CGS
 JA1215  HISTORY     - 20060727 GOOD             ILDT
 JA1215  HISTORY     - 20080929 GOOD             GEOCAC
 JA1215
 JA1215                          STATION DESCRIPTION
 JA1215
 JA1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1215'AT NEW HARMONY.
 JA1215'AT NEW HARMONY, IN THE SOUTHEAST ANGLE OF SOUTH WEST STREET AND
 JA1215'WEST TAVERN STREET AND IN THE NORTHEAST ANGLE OF SOUTH WEST
 JA1215'STREET AND WEST STEAM MILL STREET, IN THE TOP OF THE TOP STEP
 JA1215'OF THE NORTH ENTRANCE TO MURPHY LIBRARY, 4 FEET WEST OF CENTER
 JA1215'OF NORTH ENTRANCE, 1 FOOT EAST OF WEST END OF TOP STEP AND
 JA1215'ABOUT 4 1/2 FEET ABOVE GROUND.
 JA1215
 JA1215                          STATION RECOVERY (2006)
 JA1215
 JA1215'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JA1215'RECOVERED IN GOOD CONDITION.
 JA1215
 JA1215                          STATION RECOVERY (2008)
 JA1215
 JA1215'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1055 ***********************************************************************
 HA1055  DESIGNATION -  388.22
 HA1055  PID         -  HA1055
 HA1055  STATE/COUNTY-  IN/VANDERBURGH
 HA1055  COUNTRY     -  US
 HA1055  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1055
 HA1055                         *CURRENT SURVEY CONTROL
 HA1055  ______________________________________________________________________
 HA1055* NAD 83(1986) POSITION- 37 58 17.1    (N) 087 34 16.2    (W)   HD_HELD2
 HA1055* NAVD 88 ORTHO HEIGHT -   118.159 (meters)      387.66  (feet) ADJUSTED
 HA1055  ______________________________________________________________________
 HA1055  GEOID HEIGHT    -        -31.012 (meters)                     GEOID18
 HA1055  DYNAMIC HEIGHT  -        118.078 (meters)      387.39  (feet) COMP
 HA1055  MODELED GRAVITY -    979,938.7   (mgal)                       NAVD 88
 HA1055
 HA1055  VERT ORDER      -  FIRST     CLASS II
 HA1055
 HA1055.The horizontal coordinates were established by autonomous hand held GPS
 HA1055.observations and have an estimated accuracy of +/- 10 meters.
 HA1055
 HA1055.The orthometric height was determined by differential leveling and
 HA1055.adjusted by the NATIONAL GEODETIC SURVEY
 HA1055.in June 1991.
 HA1055
 HA1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1055.GEOID18 height accuracy estimate available here.
 HA1055
 HA1055.Click photographs - Photos may exist for this station.
 HA1055
 HA1055.The dynamic height is computed by dividing the NAVD 88
 HA1055.geopotential number by the normal gravity value computed on the
 HA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1055.degrees latitude (g = 980.6199 gals.).
 HA1055
 HA1055.The modeled gravity was interpolated from observed gravity values.
 HA1055
 HA1055;                    North         East    Units  Estimated Accuracy
 HA1055;SPC IN W     -   302,434.      857,137.      MT  (+/- 10 meters HH2 GPS)
 HA1055
 HA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4983302797(NAD 83)
 HA1055
 HA1055                          SUPERSEDED SURVEY CONTROL
 HA1055
 HA1055  NGVD 29 (??/??/92)  118.254  (m)          387.97   (f) ADJ UNCH    1 2
 HA1055
 HA1055.Superseded values are not recommended for survey control.
 HA1055
 HA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1055.See file dsdata.pdf to determine how the superseded data were derived.
 HA1055
 HA1055_MARKER: DB = BENCH MARK DISK
 HA1055_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1055_SP_SET: SIDEWALK
 HA1055_STAMPING: 388.22
 HA1055_MARK LOGO: USWB
 HA1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1055+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2017
 HA1055
 HA1055  HISTORY     - Date     Condition        Report By
 HA1055  HISTORY     - UNK      MONUMENTED       USWB
 HA1055  HISTORY     - 1965     GOOD             CGS
 HA1055  HISTORY     - 1985     GOOD             NGS
 HA1055  HISTORY     - 20070707 GOOD             BERNAR
 HA1055  HISTORY     - 20080929 GOOD             GEOCAC
 HA1055  HISTORY     - 20171113 GOOD             USGS
 HA1055
 HA1055                          STATION DESCRIPTION
 HA1055
 HA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1055'0.3 MI NE FROM EVANSVILLE.
 HA1055'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE
 HA1055'POST OFFICE AT EVANSVILLE, THENCE 0.15 MILE NORTHEAST ALONG MAIN
 HA1055'STREET, AT THE INTERSECTION OF MAIN STREET AND 4TH STREET, AT
 HA1055'THE NORTHWEST ENTRANCE TO THE CITIZEN NATIONAL BANK BUILDING,
 HA1055'A U.S. WEATHER BUREAU DISK SET IN THE TOP OF THE SOUTHWEST END
 HA1055'OF A GRANITE STEP TO THE BUILDING, 24 FEET SOUTHWEST OF THE
 HA1055'NORTH CORNER OF THE BUILDING, 11 FEET SOUTHEAST OF THE SOUTHEAST
 HA1055'CURBING OF MAIN STREET, 5.2 FEET SOUTHWEST OF THE CENTER OF AN
 HA1055'ENTRANCE TO THE BUILDING, 1 FOOT NORTHWEST OF THE NORTHWEST FACE
 HA1055'OF THE BUILDING, AND LEVEL WITH THE SIDEWALK.
 HA1055
 HA1055                          STATION RECOVERY (1985)
 HA1055
 HA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1055'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE BANK
 HA1055'BUILDING IS NOW THE SOUTHERN SECURITIES BUILDING.  NOTE--THE STAMPING
 HA1055'IS NO LONGER LEGIBLE.
 HA1055
 HA1055                          STATION RECOVERY (2007)
 HA1055
 HA1055'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2007 (MGB)
 HA1055'RECOVERED IN GOOD CONDITION.
 HA1055
 HA1055                          STATION RECOVERY (2008)
 HA1055
 HA1055'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1055'RECOVERED IN GOOD CONDITION.
 HA1055
 HA1055                          STATION RECOVERY (2017)
 HA1055
 HA1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2017 (KTK)
 HA1055'U.S. WATER BUREAU BRASS DISK SET IN CONCRETE AND GRANITE, LOCATED AT
 HA1055'THE SOUTH-SOUTHWEST CORNER OF MAIN ST AND NW FOURTH ST, IN FRONT OF
 HA1055'THE HILLARD LYONS BUILDING, NORTH-NORTHWEST ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1202 ***********************************************************************
 ME1202  DESIGNATION -  39 RESET
 ME1202  PID         -  ME1202
 ME1202  STATE/COUNTY-  IN/PORTER
 ME1202  COUNTRY     -  US
 ME1202  USGS QUAD   -  VALPARAISO (2019)
 ME1202
 ME1202                         *CURRENT SURVEY CONTROL
 ME1202  ______________________________________________________________________
 ME1202* NAD 83(1986) POSITION- 41 27 04.     (N) 087 01 38.     (W)   SCALED
 ME1202* NAVD 88 ORTHO HEIGHT -   230.873 (meters)      757.46  (feet) ADJUSTED
 ME1202  ______________________________________________________________________
 ME1202  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 ME1202  DYNAMIC HEIGHT  -        230.780 (meters)      757.15  (feet) COMP
 ME1202  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 ME1202
 ME1202  VERT ORDER      -  FIRST     CLASS I
 ME1202
 ME1202.The horizontal coordinates were scaled from a map and have
 ME1202.an estimated accuracy of +/- 6 seconds.
 ME1202
 ME1202.The orthometric height was determined by differential leveling and
 ME1202.adjusted by the NATIONAL GEODETIC SURVEY
 ME1202.in June 1991.
 ME1202
 ME1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1202.GEOID18 height accuracy estimate available here.
 ME1202
 ME1202.Click photographs - Photos may exist for this station.
 ME1202
 ME1202.The dynamic height is computed by dividing the NAVD 88
 ME1202.geopotential number by the normal gravity value computed on the
 ME1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1202.degrees latitude (g = 980.6199 gals.).
 ME1202
 ME1202.The modeled gravity was interpolated from observed gravity values.
 ME1202
 ME1202;                    North         East    Units  Estimated Accuracy
 ME1202;SPC IN W     -   688,660.      904,690.      MT  (+/- 180 meters Scaled)
 ME1202
 ME1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977888(NAD 83)
 ME1202
 ME1202                          SUPERSEDED SURVEY CONTROL
 ME1202
 ME1202  NGVD 29 (??/??/92)  230.96   (m)          757.7    (f) COMPUTED    1 1
 ME1202
 ME1202.Superseded values are not recommended for survey control.
 ME1202
 ME1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1202.See file dsdata.pdf to determine how the superseded data were derived.
 ME1202
 ME1202_MARKER: DD = SURVEY DISK
 ME1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1202_STAMPING: TT 39 ARK 1952 RESET 1956
 ME1202_MARK LOGO: USGS
 ME1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1202+STABILITY: SURFACE MOTION
 ME1202
 ME1202  HISTORY     - Date     Condition        Report By
 ME1202  HISTORY     - 1956     MONUMENTED       USGS
 ME1202  HISTORY     - 1968     GOOD             CGS
 ME1202  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1202  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME1202
 ME1202                          STATION DESCRIPTION
 ME1202
 ME1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1202'2.4 MI E FROM VALPARAISO.
 ME1202'ABOUT 2.35 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1202'STATION AT VALPARAISO, IN SECTION 30, R 5 W, T 35 N, 135 FEET
 ME1202'NORTH OF AND ACROSS A BLACKTOP ROAD FROM THE NORTH RAIL OF THE
 ME1202'NORTH TRACK, 98 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 ME1202'49, 62 FEET NORTH OF THE CENTER LINE OF A BLACK TOPPED ROAD
 ME1202'(OLD HIGHWAY 49) 3 FEET NORTHWEST OF A CONCRETE HIGHWAY
 ME1202'RIGHT-OF-WAY MARKER, 4 FEET NORTHEAST OF A POWER LINE POLE, 2
 ME1202'FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 ME1202'POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME1202
 ME1202                          STATION RECOVERY (1990)
 ME1202
 ME1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (LCR)
 ME1202'HWY 49 HAS BEEN REBUILT AND BM HAS PROBABLY BEEN DESTROYED BY HIGHWAY
 ME1202'CONSTRUCTION.
 ME1202
 ME1202                          STATION RECOVERY (1992)
 ME1202
 ME1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1202'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1054 ***********************************************************************
 HA1054  DESIGNATION -  394
 HA1054  PID         -  HA1054
 HA1054  STATE/COUNTY-  IN/VANDERBURGH
 HA1054  COUNTRY     -  US
 HA1054  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1054
 HA1054                         *CURRENT SURVEY CONTROL
 HA1054  ______________________________________________________________________
 HA1054* NAD 83(1986) POSITION- 37 58 18.0    (N) 087 34 28.1    (W)   HD_HELD2
 HA1054* NAVD 88 ORTHO HEIGHT -   119.888 (meters)      393.33  (feet) ADJUSTED
 HA1054  ______________________________________________________________________
 HA1054  GEOID HEIGHT    -        -31.009 (meters)                     GEOID18
 HA1054  DYNAMIC HEIGHT  -        119.805 (meters)      393.06  (feet) COMP
 HA1054  MODELED GRAVITY -    979,938.4   (mgal)                       NAVD 88
 HA1054
 HA1054  VERT ORDER      -  FIRST     CLASS II
 HA1054
 HA1054.The horizontal coordinates were established by autonomous hand held GPS
 HA1054.observations and have an estimated accuracy of +/- 10 meters.
 HA1054
 HA1054.The orthometric height was determined by differential leveling and
 HA1054.adjusted by the NATIONAL GEODETIC SURVEY
 HA1054.in June 1991.
 HA1054
 HA1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1054.GEOID18 height accuracy estimate available here.
 HA1054
 HA1054.Click photographs - Photos may exist for this station.
 HA1054
 HA1054.The dynamic height is computed by dividing the NAVD 88
 HA1054.geopotential number by the normal gravity value computed on the
 HA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1054.degrees latitude (g = 980.6199 gals.).
 HA1054
 HA1054.The modeled gravity was interpolated from observed gravity values.
 HA1054
 HA1054;                    North         East    Units  Estimated Accuracy
 HA1054;SPC IN W     -   302,463.      856,847.      MT  (+/- 10 meters HH2 GPS)
 HA1054
 HA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4954302827(NAD 83)
 HA1054
 HA1054                          SUPERSEDED SURVEY CONTROL
 HA1054
 HA1054  NGVD 29 (??/??/92)  119.981  (m)          393.64   (f) ADJ UNCH    1 2
 HA1054
 HA1054.Superseded values are not recommended for survey control.
 HA1054
 HA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1054.See file dsdata.pdf to determine how the superseded data were derived.
 HA1054
 HA1054_MARKER: DB = BENCH MARK DISK
 HA1054_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HA1054_SP_SET: BUILDING
 HA1054_STAMPING: VIN 394
 HA1054_MARK LOGO: USGS
 HA1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1054+STABILITY: POSITION/ELEVATION WELL
 HA1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1054+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2017
 HA1054
 HA1054  HISTORY     - Date     Condition        Report By
 HA1054  HISTORY     - 1901     MONUMENTED       USGS
 HA1054  HISTORY     - 1965     GOOD             CGS
 HA1054  HISTORY     - 1985     GOOD             NGS
 HA1054  HISTORY     - 19981107 GOOD             USPSQD
 HA1054  HISTORY     - 20080929 GOOD             GEOCAC
 HA1054  HISTORY     - 20171113 GOOD             USGS
 HA1054
 HA1054                          STATION DESCRIPTION
 HA1054
 HA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1054'AT EVANSVILLE.
 HA1054'AT THE POST OFFICE IN EVANSVILLE, 36 FEET SOUTHWEST OF THE
 HA1054'SOUTHWEST CONCRETE CURB OF 2ND STREET NORTHWEST, 35 FEET SOUTHEAST
 HA1054'OF THE NORTH CORNER OF THE POST OFFICE, SET IN TOP AND NEAR THE
 HA1054'CENTER OF A LARGE STONE SILL, ABOUT 2 FEET BELOW A WINDOW, 5.5
 HA1054'FEET NORTHWEST OF THE MOST NORTHWESTERLY OF FOUR LARGE STONE
 HA1054'AND MARBLE PILLARS AT THE NORTHEAST ENTRANCE TO THE POST OFFICE,
 HA1054'AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 HA1054
 HA1054                          STATION RECOVERY (1985)
 HA1054
 HA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1054'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE POST
 HA1054'OFFICE BUILDING IS BEING RESTORED AND WILL BE A SMALL SHOPPING MALL IN
 HA1054'THE FUTURE.  ADD--69.5 M (228 FT) NORTHWEST OF THE CENTER OF SYCAMORE
 HA1054'STREET.
 HA1054
 HA1054                          STATION RECOVERY (1998)
 HA1054
 HA1054'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1054'RECOVERED IN GOOD CONDITION.
 HA1054
 HA1054                          STATION RECOVERY (2008)
 HA1054
 HA1054'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1054'RECOVERED IN GOOD CONDITION.
 HA1054
 HA1054                          STATION RECOVERY (2017)
 HA1054
 HA1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2017 (KTK)
 HA1054'U.S. GEOLOGICAL SURVEY BRONZE MARKER TABLET SET IN CONCRETE ON NE
 HA1054'WINDOW LEDGE FACING THE BLOCK OF NW SECOND ST BETWEEN VINE ST AND
 HA1054'SYCAMORE ST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0814 ***********************************************************************
 HZ0814  DESIGNATION -  4
 HZ0814  PID         -  HZ0814
 HZ0814  STATE/COUNTY-  IN/SWITZERLAND
 HZ0814  COUNTRY     -  US
 HZ0814  USGS QUAD   -  FLORENCE (2019)
 HZ0814
 HZ0814                         *CURRENT SURVEY CONTROL
 HZ0814  ______________________________________________________________________
 HZ0814* NAD 83(1986) POSITION- 38 46 53.0    (N) 084 58 05.2    (W)   HD_HELD2
 HZ0814* NAVD 88 ORTHO HEIGHT -   142.696 (meters)      468.16  (feet) ADJUSTED
 HZ0814  ______________________________________________________________________
 HZ0814  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0814  DYNAMIC HEIGHT  -        142.606 (meters)      467.87  (feet) COMP
 HZ0814  MODELED GRAVITY -    979,991.5   (mgal)                       NAVD 88
 HZ0814
 HZ0814  VERT ORDER      -  FIRST     CLASS II
 HZ0814
 HZ0814.The horizontal coordinates were established by autonomous hand held GPS
 HZ0814.observations and have an estimated accuracy of +/- 10 meters.
 HZ0814
 HZ0814.The orthometric height was determined by differential leveling and
 HZ0814.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0814.in June 1991.
 HZ0814
 HZ0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0814.GEOID18 height accuracy estimate available here.
 HZ0814
 HZ0814.Click photographs - Photos may exist for this station.
 HZ0814
 HZ0814.The dynamic height is computed by dividing the NAVD 88
 HZ0814.geopotential number by the normal gravity value computed on the
 HZ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0814.degrees latitude (g = 980.6199 gals.).
 HZ0814
 HZ0814.The modeled gravity was interpolated from observed gravity values.
 HZ0814
 HZ0814;                    North         East    Units  Estimated Accuracy
 HZ0814;SPC IN E     -   392,460.      160,697.      MT  (+/- 10 meters HH2 GPS)
 HZ0814
 HZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH7649394478(NAD 83)
 HZ0814
 HZ0814                          SUPERSEDED SURVEY CONTROL
 HZ0814
 HZ0814  NGVD 29 (??/??/92)  142.886  (m)          468.79   (f) ADJ UNCH    1 2
 HZ0814
 HZ0814.Superseded values are not recommended for survey control.
 HZ0814
 HZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0814.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0814
 HZ0814_MARKER: DD = SURVEY DISK
 HZ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0814_STAMPING: PROPERTY LINE 4 LOUSIVILLE DIST.
 HZ0814_MARK LOGO: USACE
 HZ0814_PROJECTION: PROJECTING 5 CENTIMETERS
 HZ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0814+STABILITY: SURFACE MOTION
 HZ0814
 HZ0814  HISTORY     - Date     Condition        Report By
 HZ0814  HISTORY     - UNK      MONUMENTED       USACE
 HZ0814  HISTORY     - 1965     GOOD             CGS
 HZ0814  HISTORY     - 20111224 GOOD             GEOCAC
 HZ0814  HISTORY     - 20190915 GOOD             USPSQD
 HZ0814
 HZ0814                          STATION DESCRIPTION
 HZ0814
 HZ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0814'2.4 MI W FROM FLORENCE.
 HZ0814'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 HZ0814'AT FLORENCE, THENCE 0.05 MILE SOUTH ALONG A PAVED ROAD, IN
 HZ0814'SECTION 2, T 1 N, R 2 W, AT THE SOUTHWEST CORNER OF THE HASTIE
 HZ0814'CEMETERY, 11 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 HZ0814'ROAD, 5 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTHWEST OF A
 HZ0814'CORNER FENCE POST, 1.0 FOOT WEST OF A METAL WITNESS POST,
 HZ0814'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HZ0814'PROJECTING 4 INCHES.
 HZ0814
 HZ0814                          STATION RECOVERY (2011)
 HZ0814
 HZ0814'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 HZ0814'AT THE SOUTHWEST CORNER OF THE HASTIE CEMETERY, 11 FEET EAST OF THE
 HZ0814'CENTER LINE OF A DIRT ROAD, ABOUT 5 FEET EAST OF A SQUARE, WOOD GATE
 HZ0814'POST, 1.5 FEET SOUTH OF A WOOD UTILITY POLE, AND SET IN THE TOP OF A 6
 HZ0814'INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 HZ0814
 HZ0814                          STATION RECOVERY (2019)
 HZ0814
 HZ0814'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1470 ***********************************************************************
 HA1470  DESIGNATION -  4 M
 HA1470  PID         -  HA1470
 HA1470  STATE/COUNTY-  IN/PERRY
 HA1470  COUNTRY     -  US
 HA1470  USGS QUAD   -  CANNELTON (2019)
 HA1470
 HA1470                         *CURRENT SURVEY CONTROL
 HA1470  ______________________________________________________________________
 HA1470* NAD 83(1997) POSITION- 37 59 25.75137(N) 086 42 27.06135(W)   ADJUSTED
 HA1470* NAVD 88 ORTHO HEIGHT -   194.73  (+/-2cm)      638.9   (feet) VERTCON3
 HA1470  ______________________________________________________________________
 HA1470  GEOID HEIGHT    -        -32.173 (meters)                     GEOID18
 HA1470  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 HA1470  HORZ ORDER      -  SECOND
 HA1470  VERT ORDER      -  THIRD ? (See Below)
 HA1470
 HA1470.The horizontal coordinates were established by classical geodetic methods
 HA1470.and adjusted by the National Geodetic Survey in May 1999.
 HA1470
 HA1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 HA1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HA1470
 HA1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1470.GEOID18 height accuracy estimate available here.
 HA1470
 HA1470.The vertical order pertains to the NGVD 29 superseded value.
 HA1470
 HA1470.Click photographs - Photos may exist for this station.
 HA1470
 HA1470.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1470
 HA1470. The following values were computed from the NAD 83(1997) position.
 HA1470
 HA1470;                    North         East     Units Scale Factor Converg.
 HA1470;SPC IN W     -   304,504.739   933,012.091   MT  0.99998008   +0 13 52.8
 HA1470;SPC IN W     -   999,029.30  3,061,057.17   sFT  0.99998008   +0 13 52.8
 HA1470;UTM  16      - 4,204,799.827   525,682.567   MT  0.99960812   +0 10 48.1
 HA1470
 HA1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1470!SPC IN W     -   0.99997449  x   0.99998008  =   0.99995457
 HA1470!UTM  16      -   0.99997449  x   0.99960812  =   0.99958262
 HA1470
 HA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2568204799(NAD 83)
 HA1470
 HA1470                          SUPERSEDED SURVEY CONTROL
 HA1470
 HA1470  NAD 83(1993)-  37 59 25.75237(N)    086 42 27.06189(W) AD(       ) 2
 HA1470  NAD 83(1986)-  37 59 25.75874(N)    086 42 27.06486(W) AD(       ) 2
 HA1470  NAD 27      -  37 59 25.55200(N)    086 42 27.11300(W) AD(       ) 2
 HA1470  NGVD 29             194.77   (m)          639.0    (f) LEVELING    3  
 HA1470
 HA1470.Superseded values are not recommended for survey control.
 HA1470
 HA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1470.See file dsdata.pdf to determine how the superseded data were derived.
 HA1470
 HA1470_MARKER: DB = BENCH MARK DISK
 HA1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1470_STAMPING: 4 M 640 1945
 HA1470_MARK LOGO: USGS
 HA1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1470+STABILITY: SURFACE MOTION
 HA1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1470+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 HA1470
 HA1470  HISTORY     - Date     Condition        Report By
 HA1470  HISTORY     - 1945     MONUMENTED       USGS
 HA1470  HISTORY     - 20141014 GOOD             GEOCAC
 HA1470
 HA1470                          STATION DESCRIPTION
 HA1470
 HA1470'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (WJC)
 HA1470'USGS BM 4M 1945 IS 202.878 METERS (665.608 FT) NORTH OF THE STATION,
 HA1470'75 FT NORTH OF POWERLINE POLE NO. PBM 6397 AND 40 FEET WEST OF THE
 HA1470'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 8 INCHES AND THE DISK
 HA1470'IS STAMPED 640 EL SL 4M 1945.
 HA1470'
 HA1470'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 66 AND 37 IN
 HA1470'TELL CITY, GO NORTH ON STATE ROUTE 37 FOR 4.4 MILES TO THE
 HA1470'STATION ON THE LEFT.
 HA1470'
 HA1470'THIS STATION IS CONNECTED BY TRAVERSE TO TRIANGULATION STATION MOUND.
 HA1470
 HA1470                          STATION RECOVERY (2014)
 HA1470
 HA1470'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 HA1470'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1791 ***********************************************************************
 JZ1791  DESIGNATION -  40 M
 JZ1791  PID         -  JZ1791
 JZ1791  STATE/COUNTY-  IN/UNION
 JZ1791  COUNTRY     -  US
 JZ1791  USGS QUAD   -  EVERTON (2019)
 JZ1791
 JZ1791                         *CURRENT SURVEY CONTROL
 JZ1791  ______________________________________________________________________
 JZ1791* NAD 83(1986) POSITION- 39 31 36.12   (N) 085 00 20.30   (W)   HD_HELD1
 JZ1791* NAVD 88 ORTHO HEIGHT -   215.797 (meters)      707.99  (feet) ADJUSTED
 JZ1791  ______________________________________________________________________
 JZ1791  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JZ1791  DYNAMIC HEIGHT  -        215.669 (meters)      707.57  (feet) COMP
 JZ1791  MODELED GRAVITY -    980,026.1   (mgal)                       NAVD 88
 JZ1791
 JZ1791  VERT ORDER      -  SECOND    CLASS 0
 JZ1791
 JZ1791.The horizontal coordinates were determined by differentially corrected
 JZ1791.hand held GPS observations or other comparable positioning techniques
 JZ1791.and have an estimated accuracy of +/- 3 meters.
 JZ1791
 JZ1791.The orthometric height was determined by differential leveling and
 JZ1791.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1791.in June 1991.
 JZ1791
 JZ1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1791.GEOID18 height accuracy estimate available here.
 JZ1791
 JZ1791.Click photographs - Photos may exist for this station.
 JZ1791
 JZ1791.The dynamic height is computed by dividing the NAVD 88
 JZ1791.geopotential number by the normal gravity value computed on the
 JZ1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1791.degrees latitude (g = 980.6199 gals.).
 JZ1791
 JZ1791.The modeled gravity was interpolated from observed gravity values.
 JZ1791
 JZ1791;                    North         East    Units  Estimated Accuracy
 JZ1791;SPC IN E     -   475,177.5     156,833.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1791
 JZ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7141477126(NAD 83)
 JZ1791
 JZ1791                          SUPERSEDED SURVEY CONTROL
 JZ1791
 JZ1791  NGVD 29 (??/??/92)  215.960  (m)          708.53   (f) ADJ UNCH    2 0
 JZ1791
 JZ1791.Superseded values are not recommended for survey control.
 JZ1791
 JZ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1791.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1791
 JZ1791_MARKER: DD = SURVEY DISK
 JZ1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1791_STAMPING: 709 40M 1946
 JZ1791_MARK LOGO: USGS
 JZ1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1791+STABILITY: SURFACE MOTION
 JZ1791
 JZ1791  HISTORY     - Date     Condition        Report By
 JZ1791  HISTORY     - 1946     MONUMENTED       USGS
 JZ1791  HISTORY     - 1947     GOOD             CGS
 JZ1791
 JZ1791                          STATION DESCRIPTION
 JZ1791
 JZ1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1791'1.8 MI W FROM FAIRFIELD.
 JZ1791'ABOUT 0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE VILLAGE
 JZ1791'SQUARE AT FAIRFIELD, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK
 JZ1791'TOP ROAD AND 1.2 MILES NORTH ALONG A GRAVEL ROAD, ABOUT 0.15
 JZ1791'MILE NORTH OF A FARM HOUSE ON THE WEST SIDE OF THE ROAD, AT THE
 JZ1791'ENTRANCE TO A FARM BARN YARD AND THE RUINS OF AN OLD FARM HOUSE,
 JZ1791'AT A CURVE IN THE ROAD WITH TANGENTS SOUTH AND NORTHEAST, 39 FEET
 JZ1791'NORTHEAST OF THE CENTER OF A FORD ACROSS A SMALL WASH, 14 FEET
 JZ1791'NORTHEAST OF THE CENTER LINE OF THE DRIVE, 17 FEET NORTHWEST OF
 JZ1791'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A FENCE POST,
 JZ1791'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1791'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1910 ***********************************************************************
 JZ1910  DESIGNATION -  40.90
 JZ1910  PID         -  JZ1910
 JZ1910  STATE/COUNTY-  IN/DEARBORN
 JZ1910  COUNTRY     -  US
 JZ1910  USGS QUAD   -  DILLSBORO (2019)
 JZ1910
 JZ1910                         *CURRENT SURVEY CONTROL
 JZ1910  ______________________________________________________________________
 JZ1910* NAD 83(1986) POSITION- 39 06 20.     (N) 085 05 36.     (W)   SCALED
 JZ1910* NAVD 88 ORTHO HEIGHT -   280.60  (+/-2cm)      920.6   (feet) VERTCON3
 JZ1910  ______________________________________________________________________
 JZ1910  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1910  VERT ORDER      -  ? (See Below)
 JZ1910
 JZ1910.The horizontal coordinates were scaled from a map and have
 JZ1910.an estimated accuracy of +/- 6 seconds.
 JZ1910
 JZ1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1910
 JZ1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1910.GEOID18 height accuracy estimate available here.
 JZ1910
 JZ1910.The vertical order pertains to the NGVD 29 superseded value.
 JZ1910
 JZ1910.Click photographs - Photos may exist for this station.
 JZ1910
 JZ1910;                    North         East    Units  Estimated Accuracy
 JZ1910;SPC IN E     -   428,370.      149,590.      MT  (+/- 180 meters Scaled)
 JZ1910
 JZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ648302(NAD 83)
 JZ1910
 JZ1910                          SUPERSEDED SURVEY CONTROL
 JZ1910
 JZ1910  NGVD 29 (??/??/92)  280.772  (m)          921.17   (f) ADJ UNCH       
 JZ1910
 JZ1910.Superseded values are not recommended for survey control.
 JZ1910
 JZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1910.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1910
 JZ1910_MARKER: Q = CHISELED SQUARE
 JZ1910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1910_SP_SET: PLATFORM CURB
 JZ1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1910
 JZ1910  HISTORY     - Date     Condition        Report By
 JZ1910  HISTORY     - UNK      MONUMENTED       BORR
 JZ1910  HISTORY     - 1938     GOOD             CGS
 JZ1910
 JZ1910                          STATION DESCRIPTION
 JZ1910
 JZ1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1910'6.2 MI W FROM DILLSBORO.
 JZ1910'6.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1910'STATION AT DILLSBORO, DEARBORN COUNTY, AT MOORES HILL, AT THE
 JZ1910'ABANDONED STATION, AND ON THE TOP OF THE CORNER OF THE SOUTHWEST
 JZ1910'END OF THE PLATFORM CURB.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0712 ***********************************************************************
 HA0712  DESIGNATION -  400
 HA0712  PID         -  HA0712
 HA0712  STATE/COUNTY-  IN/WARRICK
 HA0712  COUNTRY     -  US
 HA0712  USGS QUAD   -  NEWBURGH (2019)
 HA0712
 HA0712                         *CURRENT SURVEY CONTROL
 HA0712  ______________________________________________________________________
 HA0712* NAD 83(1986) POSITION- 37 56 40.5    (N) 087 24 17.9    (W)   HD_HELD2
 HA0712* NAVD 88 ORTHO HEIGHT -   121.649 (meters)      399.11  (feet) ADJUSTED
 HA0712  ______________________________________________________________________
 HA0712  GEOID HEIGHT    -        -31.075 (meters)                     GEOID18
 HA0712  DYNAMIC HEIGHT  -        121.566 (meters)      398.84  (feet) COMP
 HA0712  MODELED GRAVITY -    979,942.3   (mgal)                       NAVD 88
 HA0712
 HA0712  VERT ORDER      -  FIRST     CLASS II
 HA0712
 HA0712.The horizontal coordinates were established by autonomous hand held GPS
 HA0712.observations and have an estimated accuracy of +/- 10 meters.
 HA0712
 HA0712.The orthometric height was determined by differential leveling and
 HA0712.adjusted by the NATIONAL GEODETIC SURVEY
 HA0712.in June 1991.
 HA0712
 HA0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0712.GEOID18 height accuracy estimate available here.
 HA0712
 HA0712.Click photographs - Photos may exist for this station.
 HA0712
 HA0712.The dynamic height is computed by dividing the NAVD 88
 HA0712.geopotential number by the normal gravity value computed on the
 HA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0712.degrees latitude (g = 980.6199 gals.).
 HA0712
 HA0712.The modeled gravity was interpolated from observed gravity values.
 HA0712
 HA0712;                    North         East    Units  Estimated Accuracy
 HA0712;SPC IN W     -   299,392.      871,729.      MT  (+/- 10 meters HH2 GPS)
 HA0712
 HA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6441799743(NAD 83)
 HA0712
 HA0712                          SUPERSEDED SURVEY CONTROL
 HA0712
 HA0712  NGVD 29 (??/??/92)  121.738  (m)          399.40   (f) ADJ UNCH    1 2
 HA0712
 HA0712.Superseded values are not recommended for survey control.
 HA0712
 HA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0712.See file dsdata.pdf to determine how the superseded data were derived.
 HA0712
 HA0712_MARKER: DB = BENCH MARK DISK
 HA0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0712_SP_SET: BUILDING
 HA0712_STAMPING: 400 LOUISVILLE
 HA0712_MARK LOGO: USGS
 HA0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0712+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 HA0712
 HA0712  HISTORY     - Date     Condition        Report By
 HA0712  HISTORY     - 1903     MONUMENTED       USGS
 HA0712  HISTORY     - 1965     GOOD             CGS
 HA0712  HISTORY     - 1988     GOOD             USPSQD
 HA0712  HISTORY     - 20080930 GOOD             GEOCAC
 HA0712  HISTORY     - 20101117 GOOD             GEOCAC
 HA0712
 HA0712                          STATION DESCRIPTION
 HA0712
 HA0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0712'0.4 MI W FROM NEWBURGH.
 HA0712'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0712'DAM NUMBER 47 AT NEWBURGH, IN SECTION 3, T 7 S, R 9 W, SET
 HA0712'VERTICALLY IN THE NORTH FACE OF A LARGE STONE BLOCK AT THE EAST
 HA0712'EDGE OF A LARGE WINDOW IN A VACANT BRICK BUILDING WHICH WAS
 HA0712'FORMERLY THE CITIZENS STATE BANK BUILDING, 49 FEET SOUTHEAST OF
 HA0712'THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 662 AND 261, 28
 HA0712'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE
 HA0712'CENTER LINE OF STATE HIGHWAY 261, 56 FEET WEST OF THE WEST EDGE
 HA0712'OF THE ENTRANCE TO A FIREHOUSE, 11 FEET EAST OF THE NORTHWEST
 HA0712'CORNER OF THE BUILDING, AND 1.7 FEET ABOVE A SIDEWALK.
 HA0712
 HA0712                          STATION RECOVERY (1988)
 HA0712
 HA0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0712'RECOVERED IN GOOD CONDITION.
 HA0712
 HA0712                          STATION RECOVERY (2008)
 HA0712
 HA0712'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA0712'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF JENNINGS STREET AND
 HA0712'STATE STREET.
 HA0712
 HA0712                          STATION RECOVERY (2010)
 HA0712
 HA0712'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0712'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0734 ***********************************************************************
 LB0734  DESIGNATION -  405
 LB0734  PID         -  LB0734
 LB0734  STATE/COUNTY-  IN/TIPPECANOE
 LB0734  COUNTRY     -  US
 LB0734  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0734
 LB0734                         *CURRENT SURVEY CONTROL
 LB0734  ______________________________________________________________________
 LB0734* NAD 83(1986) POSITION- 40 22 40.10   (N) 086 52 23.35   (W)   HD_HELD1
 LB0734* NAVD 88 ORTHO HEIGHT -   198.327 (meters)      650.68  (feet) ADJUSTED
 LB0734  ______________________________________________________________________
 LB0734  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 LB0734  DYNAMIC HEIGHT  -        198.229 (meters)      650.36  (feet) COMP
 LB0734  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 LB0734
 LB0734  VERT ORDER      -  SECOND    CLASS 0
 LB0734
 LB0734.The horizontal coordinates were determined by differentially corrected
 LB0734.hand held GPS observations or other comparable positioning techniques
 LB0734.and have an estimated accuracy of +/- 3 meters.
 LB0734
 LB0734.The orthometric height was determined by differential leveling and
 LB0734.adjusted by the NATIONAL GEODETIC SURVEY
 LB0734.in June 1991.
 LB0734
 LB0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0734.GEOID18 height accuracy estimate available here.
 LB0734
 LB0734.Click photographs - Photos may exist for this station.
 LB0734
 LB0734.The dynamic height is computed by dividing the NAVD 88
 LB0734.geopotential number by the normal gravity value computed on the
 LB0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0734.degrees latitude (g = 980.6199 gals.).
 LB0734
 LB0734.The modeled gravity was interpolated from observed gravity values.
 LB0734
 LB0734;                    North         East    Units  Estimated Accuracy
 LB0734;SPC IN W     -   569,488.3     917,848.2     MT  (+/- 3 meters HH1 GPS) 
 LB0734
 LB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1076769699(NAD 83)
 LB0734
 LB0734                          SUPERSEDED SURVEY CONTROL
 LB0734
 LB0734  NGVD 29 (??/??/92)  198.431  (m)          651.02   (f) ADJ UNCH    2 0
 LB0734
 LB0734.Superseded values are not recommended for survey control.
 LB0734
 LB0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0734.See file dsdata.pdf to determine how the superseded data were derived.
 LB0734
 LB0734_MARKER: DD = SURVEY DISK
 LB0734_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0734_STAMPING: 405
 LB0734_MARK LOGO: CGS+SS
 LB0734_PROJECTION: FLUSH
 LB0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0734
 LB0734  HISTORY     - Date     Condition        Report By
 LB0734  HISTORY     - 1934     MONUMENTED       INGS
 LB0734  HISTORY     - 1946     GOOD             CGS
 LB0734
 LB0734                          STATION DESCRIPTION
 LB0734
 LB0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0734'3.7 MI SE FROM LAFAYETTE.
 LB0734'3.7 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0734'RAILROAD FROM THE STATION AT LAFAYETTE, TIPPECANOE COUNTY, AT
 LB0734'ALTAMONT JUNCTION, 500 FEET NORTHWEST OF MILEPOST P 161, 47.1
 LB0734'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE, 3.8 FEET SOUTH
 LB0734'OF THE SOUTHWEST CORNER OF THE ALTAMONT SWITCH TOWER, AND 2 FEET
 LB0734'EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 LB0734'STAMPED 405 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LB0734'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0632 ***********************************************************************
 JA0632  DESIGNATION -  409
 JA0632  PID         -  JA0632
 JA0632  STATE/COUNTY-  IN/PERRY
 JA0632  COUNTRY     -  US
 JA0632  USGS QUAD   -  DERBY (2019)
 JA0632
 JA0632                         *CURRENT SURVEY CONTROL
 JA0632  ______________________________________________________________________
 JA0632* NAD 83(1986) POSITION- 38 01 26.     (N) 086 31 37.     (W)   SCALED
 JA0632* NAVD 88 ORTHO HEIGHT -   124.325 (meters)      407.89  (feet) ADJUSTED
 JA0632  ______________________________________________________________________
 JA0632  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 JA0632  DYNAMIC HEIGHT  -        124.235 (meters)      407.59  (feet) COMP
 JA0632  MODELED GRAVITY -    979,909.2   (mgal)                       NAVD 88
 JA0632
 JA0632  VERT ORDER      -  FIRST     CLASS II
 JA0632
 JA0632.The horizontal coordinates were scaled from a map and have
 JA0632.an estimated accuracy of +/- 6 seconds.
 JA0632
 JA0632.The orthometric height was determined by differential leveling and
 JA0632.adjusted by the NATIONAL GEODETIC SURVEY
 JA0632.in June 1991.
 JA0632
 JA0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0632.GEOID18 height accuracy estimate available here.
 JA0632
 JA0632.Click photographs - Photos may exist for this station.
 JA0632
 JA0632.The dynamic height is computed by dividing the NAVD 88
 JA0632.geopotential number by the normal gravity value computed on the
 JA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0632.degrees latitude (g = 980.6199 gals.).
 JA0632
 JA0632.The modeled gravity was interpolated from observed gravity values.
 JA0632
 JA0632;                    North         East    Units  Estimated Accuracy
 JA0632;SPC IN W     -   308,290.      948,850.      MT  (+/- 180 meters Scaled)
 JA0632
 JA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH415085(NAD 83)
 JA0632
 JA0632                          SUPERSEDED SURVEY CONTROL
 JA0632
 JA0632  NGVD 29 (??/??/92)  124.427  (m)          408.22   (f) ADJ UNCH    1 2
 JA0632
 JA0632.Superseded values are not recommended for survey control.
 JA0632
 JA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0632.See file dsdata.pdf to determine how the superseded data were derived.
 JA0632
 JA0632_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0632_MARK LOGO: USACE
 JA0632_PROJECTION: FLUSH
 JA0632_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0632
 JA0632  HISTORY     - Date     Condition        Report By
 JA0632  HISTORY     - UNK      MONUMENTED       USACE
 JA0632  HISTORY     - 1965     GOOD             CGS
 JA0632  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 JA0632
 JA0632                          STATION DESCRIPTION
 JA0632
 JA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0632'0.2 MI SE FROM DERBY.
 JA0632'ABOUT 0.1 MILE WEST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 JA0632'AT DERBY, THENCE 0.05 MILE SOUTH ALONG STATE HIGHWAY 66, IN
 JA0632'SECTION 4, T 6 S, R 1 W, 22 FEET WEST OF THE CENTER LINE OF THE
 JA0632'HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF A STREET LEADING
 JA0632'WEST, 8 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 3 1/2 FEET
 JA0632'SOUTH OF THE CENTER OF THE WEST END OF A 20-INCH CONCRETE
 JA0632'CULVERT, ABOUT LEVEL WITH THE ROADS, A 4-INCH IRON CAP BOLTED
 JA0632'ON THE TOP OF AN IRON PIPE FLUSH WITH THE GROUND.
 JA0632
 JA0632                          STATION RECOVERY (2023)
 JA0632
 JA0632'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1905 ***********************************************************************
 JZ1905  DESIGNATION -  42.50
 JZ1905  PID         -  JZ1905
 JZ1905  STATE/COUNTY-  IN/RIPLEY
 JZ1905  COUNTRY     -  US
 JZ1905  USGS QUAD   -  MILAN (2019)
 JZ1905
 JZ1905                         *CURRENT SURVEY CONTROL
 JZ1905  ______________________________________________________________________
 JZ1905* NAD 83(1986) POSITION- 39 07 23.     (N) 085 07 54.     (W)   SCALED
 JZ1905* NAVD 88 ORTHO HEIGHT -   301.488 (meters)      989.13  (feet) POSTED
 JZ1905  ______________________________________________________________________
 JZ1905  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ1905  DYNAMIC HEIGHT  -        301.29  (meters)      988.5   (feet) COMP
 JZ1905  MODELED GRAVITY -    979,978.7   (mgal)                       NAVD 88
 JZ1905
 JZ1905  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1905
 JZ1905.The horizontal coordinates were scaled from a map and have
 JZ1905.an estimated accuracy of +/- 6 seconds.
 JZ1905
 JZ1905.The orthometric height was determined by differential leveling
 JZ1905.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1905
 JZ1905.* This is a POSTED BENCH MARK height.
 JZ1905
 JZ1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1905.GEOID18 height accuracy estimate available here.
 JZ1905
 JZ1905.Click photographs - Photos may exist for this station.
 JZ1905
 JZ1905.The dynamic height is computed by dividing the NAVD 88
 JZ1905.geopotential number by the normal gravity value computed on the
 JZ1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1905.degrees latitude (g = 980.6199 gals.).
 JZ1905
 JZ1905.The modeled gravity was interpolated from observed gravity values.
 JZ1905
 JZ1905;                    North         East    Units  Estimated Accuracy
 JZ1905;SPC IN E     -   430,290.      146,260.      MT  (+/- 180 meters Scaled)
 JZ1905
 JZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ615320(NAD 83)
 JZ1905
 JZ1905                          SUPERSEDED SURVEY CONTROL
 JZ1905
 JZ1905  NGVD 29 (??/??/92)  301.648  (m)          989.66   (f) ADJ UNCH    1 2
 JZ1905
 JZ1905.Superseded values are not recommended for survey control.
 JZ1905
 JZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1905.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1905
 JZ1905_MARKER: Q = CHISELED SQUARE
 JZ1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1905_SP_SET: PLATFORM CURB
 JZ1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1905
 JZ1905  HISTORY     - Date     Condition        Report By
 JZ1905  HISTORY     - UNK      MONUMENTED       BORR
 JZ1905  HISTORY     - 1938     GOOD             CGS
 JZ1905
 JZ1905                          STATION DESCRIPTION
 JZ1905
 JZ1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1905'AT MILAN.
 JZ1905'AT MILAN, RIPLEY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 150
 JZ1905'FEET EAST OF THE STATION, ON THE TOP OF THE PLATFORM CURB,
 JZ1905'OPPOSITE POLE 42/25, 50 FEET WEST OF THE WATER TANK, AND 2 FEET
 JZ1905'NORTH OF THE NORTH RAIL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0821 ***********************************************************************
 LB0821  DESIGNATION -  424
 LB0821  PID         -  LB0821
 LB0821  STATE/COUNTY-  IN/TIPPECANOE
 LB0821  COUNTRY     -  US
 LB0821  USGS QUAD   -  ROMNEY (2019)
 LB0821
 LB0821                         *CURRENT SURVEY CONTROL
 LB0821  ______________________________________________________________________
 LB0821* NAD 83(1986) POSITION- 40 20 42.     (N) 086 54 14.     (W)   SCALED
 LB0821* NAVD 88 ORTHO HEIGHT -   202.307 (meters)      663.74  (feet) ADJUSTED
 LB0821  ______________________________________________________________________
 LB0821  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LB0821  DYNAMIC HEIGHT  -        202.207 (meters)      663.41  (feet) COMP
 LB0821  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 LB0821
 LB0821  VERT ORDER      -  SECOND    CLASS 0
 LB0821
 LB0821.The horizontal coordinates were scaled from a map and have
 LB0821.an estimated accuracy of +/- 6 seconds.
 LB0821
 LB0821.The orthometric height was determined by differential leveling and
 LB0821.adjusted by the NATIONAL GEODETIC SURVEY
 LB0821.in June 1991.
 LB0821
 LB0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0821.GEOID18 height accuracy estimate available here.
 LB0821
 LB0821.Click photographs - Photos may exist for this station.
 LB0821
 LB0821.The dynamic height is computed by dividing the NAVD 88
 LB0821.geopotential number by the normal gravity value computed on the
 LB0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0821.degrees latitude (g = 980.6199 gals.).
 LB0821
 LB0821.The modeled gravity was interpolated from observed gravity values.
 LB0821
 LB0821;                    North         East    Units  Estimated Accuracy
 LB0821;SPC IN W     -   565,840.      915,250.      MT  (+/- 180 meters Scaled)
 LB0821
 LB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081660(NAD 83)
 LB0821
 LB0821                          SUPERSEDED SURVEY CONTROL
 LB0821
 LB0821  NGVD 29 (??/??/92)  202.394  (m)          664.02   (f) ADJ UNCH    2 0
 LB0821
 LB0821.Superseded values are not recommended for survey control.
 LB0821
 LB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0821.See file dsdata.pdf to determine how the superseded data were derived.
 LB0821
 LB0821_MARKER: DD = SURVEY DISK
 LB0821_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0821_STAMPING: 424
 LB0821_MARK LOGO: CGS+SS
 LB0821_PROJECTION: FLUSH
 LB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0821
 LB0821  HISTORY     - Date     Condition        Report By
 LB0821  HISTORY     - 1934     MONUMENTED       INGS
 LB0821  HISTORY     - 1946     GOOD             CGS
 LB0821  HISTORY     - 1966     MARK NOT FOUND   CGS
 LB0821
 LB0821                          STATION DESCRIPTION
 LB0821
 LB0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0821'5.4 MI S FROM LA FAYETTE.
 LB0821'ABOUT 5.35 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT
 LB0821'HOUSE AT LA FAYETTE, AT AN EAST-WEST CROSS ROAD, THE ROAD WEST
 LB0821'LEADING TO TAYLORS STATION, 71 FEET WEST OF THE CENTER LINE OF
 LB0821'THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0821'9 FEET SOUTHWEST OF A STOP SIGN, 2 FEET SOUTH OF A WHITE WOODEN
 LB0821'WITNESS POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A STATE
 LB0821'SURVEY STANDARD DISK, STAMPED 424 AND SET IN THE TOP OF A
 LB0821'CONCRETE POST FLUSH WITH THE GROUND.
 LB0821
 LB0821                          STATION RECOVERY (1966)
 LB0821
 LB0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0821'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0262 ***********************************************************************
 JA0262  DESIGNATION -  44
 JA0262  PID         -  JA0262
 JA0262  STATE/COUNTY-  IN/CRAWFORD
 JA0262  COUNTRY     -  US
 JA0262  USGS QUAD   -  MILLTOWN (2019)
 JA0262
 JA0262                         *CURRENT SURVEY CONTROL
 JA0262  ______________________________________________________________________
 JA0262* NAD 83(1986) POSITION- 38 20 48.     (N) 086 16 27.     (W)   SCALED
 JA0262* NAVD 88 ORTHO HEIGHT -   175.476 (meters)      575.71  (feet) ADJUSTED
 JA0262  ______________________________________________________________________
 JA0262  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 JA0262  DYNAMIC HEIGHT  -        175.354 (meters)      575.31  (feet) COMP
 JA0262  MODELED GRAVITY -    979,927.5   (mgal)                       NAVD 88
 JA0262
 JA0262  VERT ORDER      -  FIRST     CLASS II
 JA0262
 JA0262.The horizontal coordinates were scaled from a map and have
 JA0262.an estimated accuracy of +/- 6 seconds.
 JA0262
 JA0262.The orthometric height was determined by differential leveling and
 JA0262.adjusted by the NATIONAL GEODETIC SURVEY
 JA0262.in June 1991.
 JA0262
 JA0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0262.GEOID18 height accuracy estimate available here.
 JA0262
 JA0262.Click photographs - Photos may exist for this station.
 JA0262
 JA0262.The dynamic height is computed by dividing the NAVD 88
 JA0262.geopotential number by the normal gravity value computed on the
 JA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0262.degrees latitude (g = 980.6199 gals.).
 JA0262
 JA0262.The modeled gravity was interpolated from observed gravity values.
 JA0262
 JA0262;                    North         East    Units  Estimated Accuracy
 JA0262;SPC IN W     -   344,280.      970,730.      MT  (+/- 180 meters Scaled)
 JA0262
 JA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH634445(NAD 83)
 JA0262
 JA0262                          SUPERSEDED SURVEY CONTROL
 JA0262
 JA0262  NGVD 29 (??/??/92)  175.596  (m)          576.10   (f) ADJ UNCH    1 2
 JA0262
 JA0262.Superseded values are not recommended for survey control.
 JA0262
 JA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0262.See file dsdata.pdf to determine how the superseded data were derived.
 JA0262
 JA0262_MARKER: DB = BENCH MARK DISK
 JA0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0262_SP_SET: BRIDGE
 JA0262_STAMPING: CRA 44 1964
 JA0262_MARK LOGO: INFCC
 JA0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0262
 JA0262  HISTORY     - Date     Condition        Report By
 JA0262  HISTORY     - 1964     MONUMENTED       INFCC
 JA0262  HISTORY     - 1965     GOOD             CGS
 JA0262
 JA0262                          STATION DESCRIPTION
 JA0262
 JA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0262'AT MILLTOWN.
 JA0262'AT MILLTOWN, ON THE SOUTHERN RAILROAD AT THE WEST END OF THE
 JA0262'BRIDGE OVER BLUE RIVER, 7 RAILS EAST OF THE CROSSING OF THE
 JA0262'RAILROAD AND A ROAD, 5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE
 JA0262'TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE BRIDGE, ABOUT
 JA0262'1/2 FOOT BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0326 ***********************************************************************
 JA0326  DESIGNATION -  44 1
 JA0326  PID         -  JA0326
 JA0326  STATE/COUNTY-  IN/CRAWFORD
 JA0326  COUNTRY     -  US
 JA0326  USGS QUAD   -  LEAVENWORTH (2019)
 JA0326
 JA0326                         *CURRENT SURVEY CONTROL
 JA0326  ______________________________________________________________________
 JA0326* NAD 83(1986) POSITION- 38 11 02.     (N) 086 19 56.     (W)   SCALED
 JA0326* NAVD 88 ORTHO HEIGHT -   115.305 (meters)      378.30  (feet) ADJUSTED
 JA0326  ______________________________________________________________________
 JA0326  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 JA0326  DYNAMIC HEIGHT  -        115.222 (meters)      378.02  (feet) COMP
 JA0326  MODELED GRAVITY -    979,916.7   (mgal)                       NAVD 88
 JA0326
 JA0326  VERT ORDER      -  FIRST     CLASS II
 JA0326
 JA0326.The horizontal coordinates were scaled from a map and have
 JA0326.an estimated accuracy of +/- 6 seconds.
 JA0326
 JA0326.The orthometric height was determined by differential leveling and
 JA0326.adjusted by the NATIONAL GEODETIC SURVEY
 JA0326.in June 1991.
 JA0326
 JA0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0326.GEOID18 height accuracy estimate available here.
 JA0326
 JA0326.Click photographs - Photos may exist for this station.
 JA0326
 JA0326.The dynamic height is computed by dividing the NAVD 88
 JA0326.geopotential number by the normal gravity value computed on the
 JA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0326.degrees latitude (g = 980.6199 gals.).
 JA0326
 JA0326.The modeled gravity was interpolated from observed gravity values.
 JA0326
 JA0326;                    North         East    Units  Estimated Accuracy
 JA0326;SPC IN W     -   326,170.      965,810.      MT  (+/- 180 meters Scaled)
 JA0326
 JA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH584264(NAD 83)
 JA0326
 JA0326                          SUPERSEDED SURVEY CONTROL
 JA0326
 JA0326  NGVD 29 (??/??/92)  115.415  (m)          378.66   (f) ADJ UNCH    1 2
 JA0326
 JA0326.Superseded values are not recommended for survey control.
 JA0326
 JA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0326.See file dsdata.pdf to determine how the superseded data were derived.
 JA0326
 JA0326_MARKER: DD = SURVEY DISK
 JA0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0326_SP_SET: WALL
 JA0326_STAMPING: 44 1
 JA0326_MARK LOGO: USACE
 JA0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0326+STABILITY: SURFACE MOTION
 JA0326
 JA0326  HISTORY     - Date     Condition        Report By
 JA0326  HISTORY     - UNK      MONUMENTED       USACE
 JA0326  HISTORY     - 1953     GOOD             CGS
 JA0326  HISTORY     - 1965     GOOD             CGS
 JA0326
 JA0326                          STATION DESCRIPTION
 JA0326
 JA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0326'1 MI SE FROM LEAVENWORTH.
 JA0326'1 MILE ABOVE LEAVENWORTH, AT NAVAGATION DAM NO. 44 ON THE OHIO
 JA0326'RIVER, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE WALL
 JA0326'AROUND THE MECHANISM TO OPERATE THE UPPER GATE LOCK, 20 FEET
 JA0326'NORTHEAST OF NORTHEAST EDGE OF LOCK.
 JA0326
 JA0326                          STATION RECOVERY (1965)
 JA0326
 JA0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0327 ***********************************************************************
 JA0327  DESIGNATION -  44 2
 JA0327  PID         -  JA0327
 JA0327  STATE/COUNTY-  IN/CRAWFORD
 JA0327  COUNTRY     -  US
 JA0327  USGS QUAD   -  LEAVENWORTH (2019)
 JA0327
 JA0327                         *CURRENT SURVEY CONTROL
 JA0327  ______________________________________________________________________
 JA0327* NAD 83(1986) POSITION- 38 10 59.     (N) 086 19 51.     (W)   SCALED
 JA0327* NAVD 88 ORTHO HEIGHT -   126.034 (meters)      413.50  (feet) ADJUSTED
 JA0327  ______________________________________________________________________
 JA0327  GEOID HEIGHT    -        -33.199 (meters)                     GEOID18
 JA0327  DYNAMIC HEIGHT  -        125.945 (meters)      413.20  (feet) COMP
 JA0327  MODELED GRAVITY -    979,917.3   (mgal)                       NAVD 88
 JA0327
 JA0327  VERT ORDER      -  FIRST     CLASS II
 JA0327
 JA0327.The horizontal coordinates were scaled from a map and have
 JA0327.an estimated accuracy of +/- 6 seconds.
 JA0327
 JA0327.The orthometric height was determined by differential leveling and
 JA0327.adjusted by the NATIONAL GEODETIC SURVEY
 JA0327.in June 1991.
 JA0327
 JA0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0327.GEOID18 height accuracy estimate available here.
 JA0327
 JA0327.Click photographs - Photos may exist for this station.
 JA0327
 JA0327.The dynamic height is computed by dividing the NAVD 88
 JA0327.geopotential number by the normal gravity value computed on the
 JA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0327.degrees latitude (g = 980.6199 gals.).
 JA0327
 JA0327.The modeled gravity was interpolated from observed gravity values.
 JA0327
 JA0327;                    North         East    Units  Estimated Accuracy
 JA0327;SPC IN W     -   326,080.      965,930.      MT  (+/- 180 meters Scaled)
 JA0327
 JA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH586263(NAD 83)
 JA0327
 JA0327                          SUPERSEDED SURVEY CONTROL
 JA0327
 JA0327  NGVD 29 (??/??/92)  126.145  (m)          413.86   (f) ADJ UNCH    1 2
 JA0327
 JA0327.Superseded values are not recommended for survey control.
 JA0327
 JA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0327.See file dsdata.pdf to determine how the superseded data were derived.
 JA0327
 JA0327_MARKER: DD = SURVEY DISK
 JA0327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0327_SP_SET: STEP
 JA0327_STAMPING: 44 2
 JA0327_MARK LOGO: USACE
 JA0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0327
 JA0327  HISTORY     - Date     Condition        Report By
 JA0327  HISTORY     - UNK      MONUMENTED       USACE
 JA0327  HISTORY     - 1953     GOOD             CGS
 JA0327  HISTORY     - 1965     GOOD             CGS
 JA0327
 JA0327                          STATION DESCRIPTION
 JA0327
 JA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0327'1 MI SE FROM LEAVENWORTH.
 JA0327'1 MILE ABOVE LEAVENWORTH, AT LOCK AND DAM NO. 44 ON THE OHIO
 JA0327'RIVER, IN THE TOP OF THE SOUTHEAST END OF THE FIRST STEP BELOW
 JA0327'LEVEL OF BASEMENT FLOOR OF FLIGHT OF CONCRETE STEPS LEADING TO
 JA0327'POWER HOUSE, 27.8 FEET SOUTHWEST OF SOUTH CORNER OF POWER HOUSE
 JA0327'AND ABOUT 1/2 FOOT BELOW LEVEL OF BASEMENT FLOOR.
 JA0327
 JA0327                          STATION RECOVERY (1965)
 JA0327
 JA0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7546 ***********************************************************************
 DR7546  DESIGNATION -  44 F 294
 DR7546  PID         -  DR7546
 DR7546  STATE/COUNTY-  IN/LAGRANGE
 DR7546  COUNTRY     -  US
 DR7546  USGS QUAD   -  MONGO (2019)
 DR7546
 DR7546                         *CURRENT SURVEY CONTROL
 DR7546  ______________________________________________________________________
 DR7546* NAD 83(1986) POSITION- 41 38 28.66   (N) 085 15 17.25   (W)   HD_HELD1
 DR7546* NAVD 88 ORTHO HEIGHT -   281.154 (meters)      922.42  (feet) ADJUSTED
 DR7546  ______________________________________________________________________
 DR7546  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 DR7546  DYNAMIC HEIGHT  -        281.045 (meters)      922.06  (feet) COMP
 DR7546  MODELED GRAVITY -    980,229.5   (mgal)                       NAVD 88
 DR7546
 DR7546  VERT ORDER      -  SECOND    CLASS I
 DR7546
 DR7546.The horizontal coordinates were determined by differentially corrected
 DR7546.hand held GPS observations or other comparable positioning techniques
 DR7546.and have an estimated accuracy of +/- 3 meters.
 DR7546
 DR7546.The orthometric height was determined by differential leveling and
 DR7546.adjusted by the NATIONAL GEODETIC SURVEY
 DR7546.in March 2022.
 DR7546
 DR7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7546.GEOID18 height accuracy estimate available here.
 DR7546
 DR7546.Click photographs - Photos may exist for this station.
 DR7546
 DR7546.The dynamic height is computed by dividing the NAVD 88
 DR7546.geopotential number by the normal gravity value computed on the
 DR7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7546.degrees latitude (g = 980.6199 gals.).
 DR7546
 DR7546.The modeled gravity was interpolated from observed gravity values.
 DR7546
 DR7546;                    North         East    Units  Estimated Accuracy
 DR7546;SPC IN E     -   709,860.0     134,314.0     MT  (+/- 3 meters HH1 GPS) 
 DR7546
 DR7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4534511421(NAD 83)
 DR7546
 DR7546                          SUPERSEDED SURVEY CONTROL
 DR7546
 DR7546.No superseded survey control is available for this station.
 DR7546
 DR7546_MARKER: DB = BENCH MARK DISK
 DR7546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7546_SP_SET: BRIDGE FOUNDATION
 DR7546_STAMPING: 44 F 294
 DR7546_MARK LOGO: INDOT
 DR7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7546+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2020
 DR7546
 DR7546  HISTORY     - Date     Condition        Report By
 DR7546  HISTORY     - 2020     MONUMENTED       INDOT
 DR7546  HISTORY     - 20201111 GOOD             INDOT
 DR7546
 DR7546                          STATION DESCRIPTION
 DR7546
 DR7546'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2020 (BLS)
 DR7546'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF ORLAND, 5.0 MI
 DR7546'(8.0 KM) NORTHWEST OF STROH AND 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF
 DR7546'MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7546'
 DR7546'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7546'TRAVEL EAST 1.16 MI (1.87 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7546'THE LEFT (NORTH) SIDE OF THE ROAD, LOCATED IN THE BRIDGE FOUNDATION.
 DR7546'
 DR7546'THE STATION IS NEAR THE EAST END OF THE NORTHWEST BRIDGE FOUNDATION.
 DR7546'IT IS LOCATED 89.0 FT (27.1 M) WEST OF THE NORTHEAST CORNER OF THE
 DR7546'CONCRETE BRIDGE RAILING, 85.7 FT (26.1 M) NORTH-NORTHEAST OF POWER
 DR7546'POLE 10382 AND 182 FT (55.5 M) EAST OF THE EAST FACE OF POWER POLE
 DR7546'14770.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0992 ***********************************************************************
 HZ0992  DESIGNATION -  450
 HZ0992  PID         -  HZ0992
 HZ0992  STATE/COUNTY-  IN/JEFFERSON
 HZ0992  COUNTRY     -  US
 HZ0992  USGS QUAD   -  MADISON EAST (2019)
 HZ0992
 HZ0992                         *CURRENT SURVEY CONTROL
 HZ0992  ______________________________________________________________________
 HZ0992* NAD 83(1986) POSITION- 38 43 56.     (N) 085 22 25.     (W)   SCALED
 HZ0992* NAVD 88 ORTHO HEIGHT -   137.147 (meters)      449.96  (feet) ADJUSTED
 HZ0992  ______________________________________________________________________
 HZ0992  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 HZ0992  DYNAMIC HEIGHT  -        137.055 (meters)      449.65  (feet) COMP
 HZ0992  MODELED GRAVITY -    979,960.9   (mgal)                       NAVD 88
 HZ0992
 HZ0992  VERT ORDER      -  SECOND    CLASS 0
 HZ0992
 HZ0992.The horizontal coordinates were scaled from a map and have
 HZ0992.an estimated accuracy of +/- 6 seconds.
 HZ0992
 HZ0992.The orthometric height was determined by differential leveling and
 HZ0992.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0992.in June 1991.
 HZ0992
 HZ0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0992.GEOID18 height accuracy estimate available here.
 HZ0992
 HZ0992.Click photographs - Photos may exist for this station.
 HZ0992
 HZ0992.The dynamic height is computed by dividing the NAVD 88
 HZ0992.geopotential number by the normal gravity value computed on the
 HZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0992.degrees latitude (g = 980.6199 gals.).
 HZ0992
 HZ0992.The modeled gravity was interpolated from observed gravity values.
 HZ0992
 HZ0992;                    North         East    Units  Estimated Accuracy
 HZ0992;SPC IN E     -   386,810.      125,480.      MT  (+/- 180 meters Scaled)
 HZ0992
 HZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH413883(NAD 83)
 HZ0992
 HZ0992                          SUPERSEDED SURVEY CONTROL
 HZ0992
 HZ0992  NGVD 29 (??/??/92)  137.29   (m)          450.4    (f) COMPUTED    2 0
 HZ0992
 HZ0992.Superseded values are not recommended for survey control.
 HZ0992
 HZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0992.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0992
 HZ0992_MARKER: P = PIPE CAP
 HZ0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0992_MARK LOGO: USACE
 HZ0992_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0992
 HZ0992  HISTORY     - Date     Condition        Report By
 HZ0992  HISTORY     - UNK      MONUMENTED       USACE
 HZ0992  HISTORY     - 1935     GOOD             CGS
 HZ0992  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ0992
 HZ0992                          STATION DESCRIPTION
 HZ0992
 HZ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ0992'AT MADISON.
 HZ0992'AT MADISON, JEFFERSON COUNTY, ON FRONT STREET, MIDWAY BETWEEN EAST
 HZ0992'AND CHURCH STREETS, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HZ0992'THE WILL CLARK RESIDENCE (IN 1935), 40 FEET SOUTHEAST OF A
 HZ0992'32-INCH LOCUST TREE, 13.8 FEET SOUTH OF THE CENTERLINE OF FRONT
 HZ0992'STREET, 3.6 FEET WEST OF THE WEST FENCELINE OF AN ALLEY (KNOWN
 HZ0992'AS MARSH STREET) EXTENDED ACROSS FRONT STREET, ONE FOOT NORTH OF
 HZ0992'THE NORTH RAIL OF AN ABANDONED RAILROAD TRACK, AND ONE FOOT
 HZ0992'UNDERGROUND.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP,
 HZ0992'RIVETED ON THE TOP OF AN IRON PIPE.  NOTE-- IT IS BELIEVED TO
 HZ0992'HAVE BEEN DESTROYED BY CONSTRUCTION WHEN THE STREET WAS REPAVED.
 HZ0992
 HZ0992                          STATION RECOVERY (1965)
 HZ0992
 HZ0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ0992'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1602 ***********************************************************************
 HZ1602  DESIGNATION -  456
 HZ1602  PID         -  HZ1602
 HZ1602  STATE/COUNTY-  IN/HARRISON
 HZ1602  COUNTRY     -  US
 HZ1602  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1602
 HZ1602                         *CURRENT SURVEY CONTROL
 HZ1602  ______________________________________________________________________
 HZ1602* NAD 83(1986) POSITION- 38 00 23.     (N) 085 59 12.     (W)   SCALED
 HZ1602* NAVD 88 ORTHO HEIGHT -   138.752 (meters)      455.22  (feet) ADJUSTED
 HZ1602  ______________________________________________________________________
 HZ1602  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 HZ1602  DYNAMIC HEIGHT  -        138.654 (meters)      454.90  (feet) COMP
 HZ1602  MODELED GRAVITY -    979,921.4   (mgal)                       NAVD 88
 HZ1602
 HZ1602  VERT ORDER      -  FIRST     CLASS II
 HZ1602
 HZ1602.The horizontal coordinates were scaled from a map and have
 HZ1602.an estimated accuracy of +/- 6 seconds.
 HZ1602
 HZ1602.The orthometric height was determined by differential leveling and
 HZ1602.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1602.in June 1991.
 HZ1602
 HZ1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1602.GEOID18 height accuracy estimate available here.
 HZ1602
 HZ1602.Click photographs - Photos may exist for this station.
 HZ1602
 HZ1602.The dynamic height is computed by dividing the NAVD 88
 HZ1602.geopotential number by the normal gravity value computed on the
 HZ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1602.degrees latitude (g = 980.6199 gals.).
 HZ1602
 HZ1602.The modeled gravity was interpolated from observed gravity values.
 HZ1602
 HZ1602;                    North         East    Units  Estimated Accuracy
 HZ1602;SPC IN E     -   306,250.       71,900.      MT  (+/- 180 meters Scaled)
 HZ1602
 HZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH889070(NAD 83)
 HZ1602
 HZ1602                          SUPERSEDED SURVEY CONTROL
 HZ1602
 HZ1602  NGVD 29 (??/??/92)  138.88   (m)          455.6    (f) COMPUTED    1 2
 HZ1602
 HZ1602.Superseded values are not recommended for survey control.
 HZ1602
 HZ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1602.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1602
 HZ1602_MARKER: P = PIPE CAP
 HZ1602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1602_STAMPING: IND 456
 HZ1602_MARK LOGO: USGS
 HZ1602_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1602
 HZ1602  HISTORY     - Date     Condition        Report By
 HZ1602  HISTORY     - 1910     MONUMENTED       USGS
 HZ1602  HISTORY     - 1965     GOOD             CGS
 HZ1602
 HZ1602                          STATION DESCRIPTION
 HZ1602
 HZ1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1602'AT EVANS LANDING.
 HZ1602'AT EVANS LANDING, AT THE PRESBYTERIAN CHURCH, IN SECTION 8,
 HZ1602'T 6 S, R 5 E, ABOUT 0.2 MILE NORTHEAST OF STATE HIGHWAY 111,
 HZ1602'50 1/2 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 HZ1602'49 1/2 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH,
 HZ1602'3 1/2 FEET NORTHEAST OF A CORNER FENCE POST, 2 FEET EAST OF A
 HZ1602'FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, A U.S. GEOLOGICAL
 HZ1602'SURVEY CAP ON THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 3
 HZ1602'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1329 ***********************************************************************
 HZ1329  DESIGNATION -  456
 HZ1329  PID         -  HZ1329
 HZ1329  STATE/COUNTY-  IN/FLOYD
 HZ1329  COUNTRY     -  US
 HZ1329  USGS QUAD   -  NEW ALBANY (2019)
 HZ1329
 HZ1329                         *CURRENT SURVEY CONTROL
 HZ1329  ______________________________________________________________________
 HZ1329* NAD 83(1986) POSITION- 38 17 54.     (N) 085 49 00.     (W)   SCALED
 HZ1329* NAVD 88 ORTHO HEIGHT -   138.645 (meters)      454.87  (feet) ADJUSTED
 HZ1329  ______________________________________________________________________
 HZ1329  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 HZ1329  DYNAMIC HEIGHT  -        138.551 (meters)      454.56  (feet) COMP
 HZ1329  MODELED GRAVITY -    979,950.3   (mgal)                       NAVD 88
 HZ1329
 HZ1329  VERT ORDER      -  FIRST     CLASS II
 HZ1329
 HZ1329.The horizontal coordinates were scaled from a map and have
 HZ1329.an estimated accuracy of +/- 6 seconds.
 HZ1329
 HZ1329.The orthometric height was determined by differential leveling and
 HZ1329.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1329.in June 1991.
 HZ1329
 HZ1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1329.GEOID18 height accuracy estimate available here.
 HZ1329
 HZ1329.Click photographs - Photos may exist for this station.
 HZ1329
 HZ1329.The dynamic height is computed by dividing the NAVD 88
 HZ1329.geopotential number by the normal gravity value computed on the
 HZ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1329.degrees latitude (g = 980.6199 gals.).
 HZ1329
 HZ1329.The modeled gravity was interpolated from observed gravity values.
 HZ1329
 HZ1329;                    North         East    Units  Estimated Accuracy
 HZ1329;SPC IN E     -   338,620.       86,880.      MT  (+/- 180 meters Scaled)
 HZ1329
 HZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034395(NAD 83)
 HZ1329
 HZ1329                          SUPERSEDED SURVEY CONTROL
 HZ1329
 HZ1329  NGVD 29 (??/??/92)  138.790  (m)          455.35   (f) ADJ UNCH    1 2
 HZ1329
 HZ1329.Superseded values are not recommended for survey control.
 HZ1329
 HZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1329.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1329
 HZ1329_MARKER: DB = BENCH MARK DISK
 HZ1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1329_SP_SET: OVERPASS
 HZ1329_STAMPING: 456
 HZ1329_MARK LOGO: USGS
 HZ1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1329
 HZ1329  HISTORY     - Date     Condition        Report By
 HZ1329  HISTORY     - 1911     MONUMENTED       USGS
 HZ1329  HISTORY     - 1954     GOOD             CGS
 HZ1329  HISTORY     - 1963     GOOD             CGS
 HZ1329  HISTORY     - 20000916 GOOD             INDNR
 HZ1329
 HZ1329                          STATION DESCRIPTION
 HZ1329
 HZ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1329'AT NEW ALBANY.
 HZ1329'AT NEW ALBANY, ABOUT 0.9 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS
 HZ1329'AND LOUISVILLE RAILWAY FROM THE STATION, AT RAILWAY OVERPASS OVER
 HZ1329'CHARLESTON ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTH
 HZ1329'STONE WING WALL AT SOUTHEAST END OF OVERPASS, 9 1/2 FEET SOUTHWEST
 HZ1329'OF SOUTHWEST RAIL, 1.3 FEET NORTHWEST OF SOUTHEAST END OF WING
 HZ1329'WALL, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.  NOTE-- THE WEST 1/3
 HZ1329'OF DISK HAS BEEN BROKEN OFF BUT THE REMAINDER OF DISK APPEARS TO
 HZ1329'BE TIGHT AND WILL APPARENTLY RETAIN ITS PRESENT ELEVATION.  THE
 HZ1329'STAMPING IS NO LONGER LEGIBLE.
 HZ1329
 HZ1329                          STATION RECOVERY (1963)
 HZ1329
 HZ1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ1329'RECOVERED IN GOOD CONDITION.
 HZ1329
 HZ1329                          STATION RECOVERY (2000)
 HZ1329
 HZ1329'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 HZ1329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2404 ***********************************************************************
 JZ2404  DESIGNATION -  457
 JZ2404  PID         -  JZ2404
 JZ2404  STATE/COUNTY-  IN/MADISON
 JZ2404  COUNTRY     -  US
 JZ2404  USGS QUAD   -  SHIRLEY (2019)
 JZ2404
 JZ2404                         *CURRENT SURVEY CONTROL
 JZ2404  ______________________________________________________________________
 JZ2404* NAD 83(1986) POSITION- 39 58 14.     (N) 085 36 52.     (W)   SCALED
 JZ2404* NAVD 88 ORTHO HEIGHT -   290.015 (meters)      951.49  (feet) ADJUSTED
 JZ2404  ______________________________________________________________________
 JZ2404  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 JZ2404  DYNAMIC HEIGHT  -        289.855 (meters)      950.97  (feet) COMP
 JZ2404  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 JZ2404
 JZ2404  VERT ORDER      -  SECOND    CLASS 0
 JZ2404
 JZ2404.The horizontal coordinates were scaled from a map and have
 JZ2404.an estimated accuracy of +/- 6 seconds.
 JZ2404
 JZ2404.The orthometric height was determined by differential leveling and
 JZ2404.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2404.in June 1991.
 JZ2404
 JZ2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2404.GEOID18 height accuracy estimate available here.
 JZ2404
 JZ2404.Click photographs - Photos may exist for this station.
 JZ2404
 JZ2404.The dynamic height is computed by dividing the NAVD 88
 JZ2404.geopotential number by the normal gravity value computed on the
 JZ2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2404.degrees latitude (g = 980.6199 gals.).
 JZ2404
 JZ2404.The modeled gravity was interpolated from observed gravity values.
 JZ2404
 JZ2404;                    North         East    Units  Estimated Accuracy
 JZ2404;SPC IN E     -   524,250.      104,460.      MT  (+/- 180 meters Scaled)
 JZ2404
 JZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK183254(NAD 83)
 JZ2404
 JZ2404                          SUPERSEDED SURVEY CONTROL
 JZ2404
 JZ2404  NGVD 29 (??/??/92)  290.146  (m)          951.92   (f) ADJ UNCH    2 0
 JZ2404
 JZ2404.Superseded values are not recommended for survey control.
 JZ2404
 JZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2404.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2404
 JZ2404_MARKER: R = RIVET
 JZ2404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2404_SP_SET: BRIDGE
 JZ2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2404
 JZ2404  HISTORY     - Date     Condition        Report By
 JZ2404  HISTORY     - UNK      MONUMENTED       SPRR
 JZ2404  HISTORY     - 1947     GOOD             CGS
 JZ2404
 JZ2404                          STATION DESCRIPTION
 JZ2404
 JZ2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2404'0.4 MI S FROM MARKLEVILLE.
 JZ2404'0.4 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ2404'LOUIS RAILWAY FROM THE STATION AT MARKLEVILLE, MADISON COUNTY, 3
 JZ2404'RAILS NORTH OF A DIRT-ROAD CROSSING, 2 RAILS SOUTH OF A SWITCH
 JZ2404'TARGET, AT POLE 175/09, AT THE NORTHEAST CORNER OF BRIDGE 457,
 JZ2404'IN THE TOP OF THE CONCRETE BACK WALL, 8.9 FEET EAST OF THE EAST
 JZ2404'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1891 ***********************************************************************
 JZ1891  DESIGNATION -  46.70 CHIS SQ BORR
 JZ1891  PID         -  JZ1891
 JZ1891  STATE/COUNTY-  IN/RIPLEY
 JZ1891  COUNTRY     -  US
 JZ1891  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1891
 JZ1891                         *CURRENT SURVEY CONTROL
 JZ1891  ______________________________________________________________________
 JZ1891* NAD 83(1986) POSITION- 39 08 12.     (N) 085 12 21.     (W)   SCALED
 JZ1891* NAVD 88 ORTHO HEIGHT -   297.319 (meters)      975.45  (feet) POSTED
 JZ1891  ______________________________________________________________________
 JZ1891  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1891  DYNAMIC HEIGHT  -        297.13  (meters)      974.8   (feet) COMP
 JZ1891  MODELED GRAVITY -    979,977.6   (mgal)                       NAVD 88
 JZ1891
 JZ1891  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1891
 JZ1891.The horizontal coordinates were scaled from a map and have
 JZ1891.an estimated accuracy of +/- 6 seconds.
 JZ1891
 JZ1891.The orthometric height was determined by differential leveling
 JZ1891.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1891
 JZ1891.* This is a POSTED BENCH MARK height.
 JZ1891
 JZ1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1891.GEOID18 height accuracy estimate available here.
 JZ1891
 JZ1891.Click photographs - Photos may exist for this station.
 JZ1891
 JZ1891.The dynamic height is computed by dividing the NAVD 88
 JZ1891.geopotential number by the normal gravity value computed on the
 JZ1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1891.degrees latitude (g = 980.6199 gals.).
 JZ1891
 JZ1891.The modeled gravity was interpolated from observed gravity values.
 JZ1891
 JZ1891;                    North         East    Units  Estimated Accuracy
 JZ1891;SPC IN E     -   431,770.      139,840.      MT  (+/- 180 meters Scaled)
 JZ1891
 JZ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550334(NAD 83)
 JZ1891
 JZ1891                          SUPERSEDED SURVEY CONTROL
 JZ1891
 JZ1891  NGVD 29 (??/??/92)  297.471  (m)          975.95   (f) ADJ UNCH    1 2
 JZ1891
 JZ1891.Superseded values are not recommended for survey control.
 JZ1891
 JZ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1891.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1891
 JZ1891_MARKER: Q = CHISELED SQUARE
 JZ1891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1891_SP_SET: BRIDGE
 JZ1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1891
 JZ1891  HISTORY     - Date     Condition        Report By
 JZ1891  HISTORY     - UNK      MONUMENTED       BORR
 JZ1891  HISTORY     - 1938     GOOD             CGS
 JZ1891
 JZ1891                          STATION DESCRIPTION
 JZ1891
 JZ1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1891'5 MI E FROM OSGOOD.
 JZ1891'5.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1891'STATION AT OSGOOD, RIPLEY COUNTY, AT BRIDGE NO. 46.70, AND
 JZ1891'ON THE TOP OF THE NORTH END OF THE WEST WING WALL.  A CHISELED
 JZ1891'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1103 ***********************************************************************
 JA1103  DESIGNATION -  464
 JA1103  PID         -  JA1103
 JA1103  STATE/COUNTY-  IN/SPENCER
 JA1103  COUNTRY     -  US
 JA1103  USGS QUAD   -  CHRISNEY (2019)
 JA1103
 JA1103                         *CURRENT SURVEY CONTROL
 JA1103  ______________________________________________________________________
 JA1103* NAD 83(1986) POSITION- 38 00 54.     (N) 087 02 15.     (W)   SCALED
 JA1103* NAVD 88 ORTHO HEIGHT -   133.974 (meters)      439.55  (feet) ADJUSTED
 JA1103  ______________________________________________________________________
 JA1103  GEOID HEIGHT    -        -31.415 (meters)                     GEOID18
 JA1103  DYNAMIC HEIGHT  -        133.885 (meters)      439.25  (feet) COMP
 JA1103  MODELED GRAVITY -    979,962.8   (mgal)                       NAVD 88
 JA1103
 JA1103  VERT ORDER      -  SECOND    CLASS 0
 JA1103
 JA1103.The horizontal coordinates were scaled from a map and have
 JA1103.an estimated accuracy of +/- 6 seconds.
 JA1103
 JA1103.The orthometric height was determined by differential leveling and
 JA1103.adjusted by the NATIONAL GEODETIC SURVEY
 JA1103.in June 1991.
 JA1103
 JA1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1103.GEOID18 height accuracy estimate available here.
 JA1103
 JA1103.Click photographs - Photos may exist for this station.
 JA1103
 JA1103.The dynamic height is computed by dividing the NAVD 88
 JA1103.geopotential number by the normal gravity value computed on the
 JA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1103.degrees latitude (g = 980.6199 gals.).
 JA1103
 JA1103.The modeled gravity was interpolated from observed gravity values.
 JA1103
 JA1103;                    North         East    Units  Estimated Accuracy
 JA1103;SPC IN W     -   307,160.      904,030.      MT  (+/- 180 meters Scaled)
 JA1103
 JA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH967074(NAD 83)
 JA1103
 JA1103                          SUPERSEDED SURVEY CONTROL
 JA1103
 JA1103  NGVD 29 (??/??/92)  134.092  (m)          439.93   (f) ADJ UNCH    2 0
 JA1103
 JA1103.Superseded values are not recommended for survey control.
 JA1103
 JA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1103.See file dsdata.pdf to determine how the superseded data were derived.
 JA1103
 JA1103_MARKER: P = PIPE CAP
 JA1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1103_STAMPING: 464 VIN
 JA1103_MARK LOGO: USGS
 JA1103_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1103
 JA1103  HISTORY     - Date     Condition        Report By
 JA1103  HISTORY     - 1900     MONUMENTED       USGS
 JA1103  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1103
 JA1103                          STATION DESCRIPTION
 JA1103
 JA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1103'AT CHRISNEY.
 JA1103'AT CHRISNEY, SPENCER COUNTY, ON THE SOUTHERN RAILWAY, 42 YARDS
 JA1103'SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 42 YARDS NORTHWEST
 JA1103'OF THE NORTHWEST CORNER OF THE HARTZ FLOUR MILL, 45.7 FEET
 JA1103'NORTHWEST OF THE CENTER OF A PAVED-STREET CROSSING, 35.2 FEET
 JA1103'SOUTHEAST OF A POLE, AT THE SOUTHEAST CORNER OF A LAWN SOUTH OF
 JA1103'THE STATION, 12.3 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE
 JA1103'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JA1103'464 VIN AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1363 ***********************************************************************
 HZ1363  DESIGNATION -  464
 HZ1363  PID         -  HZ1363
 HZ1363  STATE/COUNTY-  IN/CLARK
 HZ1363  COUNTRY     -  US
 HZ1363  USGS QUAD   -  NEW ALBANY (2019)
 HZ1363
 HZ1363                         *CURRENT SURVEY CONTROL
 HZ1363  ______________________________________________________________________
 HZ1363* NAD 83(1986) POSITION- 38 16 35.     (N) 085 45 24.     (W)   SCALED
 HZ1363* NAVD 88 ORTHO HEIGHT -   141.303 (meters)      463.59  (feet) ADJUSTED
 HZ1363  ______________________________________________________________________
 HZ1363  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 HZ1363  DYNAMIC HEIGHT  -        141.208 (meters)      463.28  (feet) COMP
 HZ1363  MODELED GRAVITY -    979,954.3   (mgal)                       NAVD 88
 HZ1363
 HZ1363  VERT ORDER      -  SECOND    CLASS 0
 HZ1363
 HZ1363.The horizontal coordinates were scaled from a map and have
 HZ1363.an estimated accuracy of +/- 6 seconds.
 HZ1363
 HZ1363.The orthometric height was determined by differential leveling and
 HZ1363.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1363.in June 1991.
 HZ1363
 HZ1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1363.GEOID18 height accuracy estimate available here.
 HZ1363
 HZ1363.Click photographs - Photos may exist for this station.
 HZ1363
 HZ1363.The dynamic height is computed by dividing the NAVD 88
 HZ1363.geopotential number by the normal gravity value computed on the
 HZ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1363.degrees latitude (g = 980.6199 gals.).
 HZ1363
 HZ1363.The modeled gravity was interpolated from observed gravity values.
 HZ1363
 HZ1363;                    North         East    Units  Estimated Accuracy
 HZ1363;SPC IN E     -   336,180.       92,130.      MT  (+/- 180 meters Scaled)
 HZ1363
 HZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH087372(NAD 83)
 HZ1363
 HZ1363                          SUPERSEDED SURVEY CONTROL
 HZ1363
 HZ1363  NGVD 29 (??/??/92)  141.456  (m)          464.09   (f) ADJ UNCH    2 0
 HZ1363
 HZ1363.Superseded values are not recommended for survey control.
 HZ1363
 HZ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1363.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1363
 HZ1363_MARKER: DB = BENCH MARK DISK
 HZ1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1363_SP_SET: ABUTMENT
 HZ1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1363
 HZ1363  HISTORY     - Date     Condition        Report By
 HZ1363  HISTORY     - 1965     MONUMENTED       CGS
 HZ1363
 HZ1363                          STATION DESCRIPTION
 HZ1363
 HZ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1363'ABOUT 0.25 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1363'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1363'CLARKSVILLE, AT THE RAILROAD OVERPASS OVER CLARK BOULEVARD, 25
 HZ1363'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 HZ1363'SOUTHEAST END OF THE STONE ABUTMENT OF THE OVERPASS 1.2 FEET
 HZ1363'NORTHWEST OF THE SOUTHEAST END OF THE TOP LAYER OF STONE IN THE
 HZ1363'ABUTMENT, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0579 ***********************************************************************
 JA0579  DESIGNATION -  472 VIN
 JA0579  PID         -  JA0579
 JA0579  STATE/COUNTY-  IN/DUBOIS
 JA0579  COUNTRY     -  US
 JA0579  USGS QUAD   -  HUNTINGBURG (2019)
 JA0579
 JA0579                         *CURRENT SURVEY CONTROL
 JA0579  ______________________________________________________________________
 JA0579* NAD 83(1986) POSITION- 38 17 54.     (N) 086 56 54.     (W)   SCALED
 JA0579* NAVD 88 ORTHO HEIGHT -   143.587 (meters)      471.09  (feet) ADJUSTED
 JA0579  ______________________________________________________________________
 JA0579  GEOID HEIGHT    -        -32.287 (meters)                     GEOID18
 JA0579  DYNAMIC HEIGHT  -        143.490 (meters)      470.77  (feet) COMP
 JA0579  MODELED GRAVITY -    979,955.6   (mgal)                       NAVD 88
 JA0579
 JA0579  VERT ORDER      -  SECOND    CLASS 0
 JA0579
 JA0579.The horizontal coordinates were scaled from a map and have
 JA0579.an estimated accuracy of +/- 6 seconds.
 JA0579
 JA0579.The orthometric height was determined by differential leveling and
 JA0579.adjusted by the NATIONAL GEODETIC SURVEY
 JA0579.in June 1991.
 JA0579
 JA0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0579.GEOID18 height accuracy estimate available here.
 JA0579
 JA0579.Click photographs - Photos may exist for this station.
 JA0579
 JA0579.The dynamic height is computed by dividing the NAVD 88
 JA0579.geopotential number by the normal gravity value computed on the
 JA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0579.degrees latitude (g = 980.6199 gals.).
 JA0579
 JA0579.The modeled gravity was interpolated from observed gravity values.
 JA0579
 JA0579;                    North         East    Units  Estimated Accuracy
 JA0579;SPC IN W     -   338,620.      911,810.      MT  (+/- 180 meters Scaled)
 JA0579
 JA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH045389(NAD 83)
 JA0579
 JA0579                          SUPERSEDED SURVEY CONTROL
 JA0579
 JA0579  NGVD 29 (??/??/92)  143.68   (m)          471.4    (f) COMPUTED    2 0
 JA0579
 JA0579.Superseded values are not recommended for survey control.
 JA0579
 JA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0579.See file dsdata.pdf to determine how the superseded data were derived.
 JA0579
 JA0579_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0579_STAMPING: 472 VIN
 JA0579_MARK LOGO: USGS
 JA0579_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0579
 JA0579  HISTORY     - Date     Condition        Report By
 JA0579  HISTORY     - 1900     MONUMENTED       USGS
 JA0579  HISTORY     - 1935     GOOD             CGS
 JA0579  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0579
 JA0579                          STATION DESCRIPTION
 JA0579
 JA0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0579'AT HUNTINGBURG.
 JA0579'AT HUNTINGBURG, DUBOIS COUNTY, ON THE SOUTHERN RAILWAY, 30 YARDS
 JA0579'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 100 YARDS EAST
 JA0579'OF A HIGHWAY CROSSING, 30 FEET NORTH OF THE STATION PLATFORM,
 JA0579'26 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A
 JA0579'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 472 VIN AND
 JA0579'RIVETED ON THE TOP OF A 3-1/2-INCH IRON CAP.
 JA0579
 JA0579                          STATION RECOVERY (1965)
 JA0579
 JA0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0916 ***********************************************************************
 ME0916  DESIGNATION -  48.889
 ME0916  PID         -  ME0916
 ME0916  STATE/COUNTY-  IN/LAKE
 ME0916  COUNTRY     -  US
 ME0916  USGS QUAD   -  HIGHLAND (2019)
 ME0916
 ME0916                         *CURRENT SURVEY CONTROL
 ME0916  ______________________________________________________________________
 ME0916* NAD 83(1986) POSITION- 41 31 45.     (N) 087 27 59.     (W)   SCALED
 ME0916* NAVD 88 ORTHO HEIGHT -   189.255 (meters)      620.91  (feet) ADJUSTED
 ME0916  ______________________________________________________________________
 ME0916  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME0916  DYNAMIC HEIGHT  -        189.183 (meters)      620.68  (feet) COMP
 ME0916  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 ME0916
 ME0916  VERT ORDER      -  FIRST     CLASS II
 ME0916
 ME0916.The horizontal coordinates were scaled from a map and have
 ME0916.an estimated accuracy of +/- 6 seconds.
 ME0916
 ME0916.The orthometric height was determined by differential leveling and
 ME0916.adjusted by the NATIONAL GEODETIC SURVEY
 ME0916.in June 1991.
 ME0916
 ME0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0916.GEOID18 height accuracy estimate available here.
 ME0916
 ME0916.Click photographs - Photos may exist for this station.
 ME0916
 ME0916.The dynamic height is computed by dividing the NAVD 88
 ME0916.geopotential number by the normal gravity value computed on the
 ME0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0916.degrees latitude (g = 980.6199 gals.).
 ME0916
 ME0916.The modeled gravity was interpolated from observed gravity values.
 ME0916
 ME0916;                    North         East    Units  Estimated Accuracy
 ME0916;SPC IN W     -   697,400.      868,030.      MT  (+/- 180 meters Scaled)
 ME0916
 ME0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610976(NAD 83)
 ME0916
 ME0916                          SUPERSEDED SURVEY CONTROL
 ME0916
 ME0916  NGVD 29 (??/??/92)  189.353  (m)          621.24   (f) ADJ UNCH    1 2
 ME0916
 ME0916.Superseded values are not recommended for survey control.
 ME0916
 ME0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0916.See file dsdata.pdf to determine how the superseded data were derived.
 ME0916
 ME0916_MARKER: X = CHISELED CROSS
 ME0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0916_SP_SET: CULVERT
 ME0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0916
 ME0916  HISTORY     - Date     Condition        Report By
 ME0916  HISTORY     - UNK      MONUMENTED       NYCRR
 ME0916  HISTORY     - 1934     GOOD             CGS
 ME0916  HISTORY     - 20080715 MARK NOT FOUND   LFA
 ME0916
 ME0916                          STATION DESCRIPTION
 ME0916
 ME0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0916'2.2 MI S FROM HIGHLAND.
 ME0916'2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0916'STATION AT HIGHLAND, LAKE COUNTY, ABOUT 0.2 MILE SOUTH OF
 ME0916'MILEPOST 28, ABOUT 128 YARDS SOUTH OF THE CROSSING OF THE GRAND
 ME0916'TRUNK RAILWAY, AT CULVERT 28.50, ON THE TOP OF THE NORTHWEST
 ME0916'CORNER OF THE WEST HEADWALL, 10.3 FEET WEST OF THE WEST RAIL OF
 ME0916'THE SOUTH-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 ME0916'CHISELED CROSS.
 ME0916
 ME0916                          STATION RECOVERY (2008)
 ME0916
 ME0916'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME0916'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1096 ***********************************************************************
 JA1096  DESIGNATION -  480 3 A 1
 JA1096  PID         -  JA1096
 JA1096  STATE/COUNTY-  IN/PIKE
 JA1096  COUNTRY     -  US
 JA1096  USGS QUAD   -  PETERSBURG (2019)
 JA1096
 JA1096                         *CURRENT SURVEY CONTROL
 JA1096  ______________________________________________________________________
 JA1096* NAD 83(1986) POSITION- 38 29 31.     (N) 087 16 36.     (W)   SCALED
 JA1096* NAVD 88 ORTHO HEIGHT -   145.817 (meters)      478.40  (feet) ADJUSTED
 JA1096  ______________________________________________________________________
 JA1096  GEOID HEIGHT    -        -32.016 (meters)                     GEOID18
 JA1096  DYNAMIC HEIGHT  -        145.722 (meters)      478.09  (feet) COMP
 JA1096  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA1096
 JA1096  VERT ORDER      -  FIRST     CLASS II
 JA1096
 JA1096.The horizontal coordinates were scaled from a map and have
 JA1096.an estimated accuracy of +/- 6 seconds.
 JA1096
 JA1096.The orthometric height was determined by differential leveling and
 JA1096.adjusted by the NATIONAL GEODETIC SURVEY
 JA1096.in June 1991.
 JA1096
 JA1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1096.GEOID18 height accuracy estimate available here.
 JA1096
 JA1096.Click photographs - Photos may exist for this station.
 JA1096
 JA1096.The dynamic height is computed by dividing the NAVD 88
 JA1096.geopotential number by the normal gravity value computed on the
 JA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1096.degrees latitude (g = 980.6199 gals.).
 JA1096
 JA1096.The modeled gravity was interpolated from observed gravity values.
 JA1096
 JA1096;                    North         East    Units  Estimated Accuracy
 JA1096;SPC IN W     -   360,120.      883,130.      MT  (+/- 180 meters Scaled)
 JA1096
 JA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH758604(NAD 83)
 JA1096
 JA1096                          SUPERSEDED SURVEY CONTROL
 JA1096
 JA1096  NGVD 29 (??/??/92)  145.955  (m)          478.85   (f) ADJ UNCH    1 2
 JA1096
 JA1096.Superseded values are not recommended for survey control.
 JA1096
 JA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1096.See file dsdata.pdf to determine how the superseded data were derived.
 JA1096
 JA1096_MARKER: DD = SURVEY DISK
 JA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1096_STAMPING: 480 3 A 1 1923
 JA1096_MARK LOGO: USGS
 JA1096_PROJECTION: RECESSED 15 CENTIMETERS
 JA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1096+STABILITY: SURFACE MOTION
 JA1096
 JA1096  HISTORY     - Date     Condition        Report By
 JA1096  HISTORY     - 1923     MONUMENTED       USGS
 JA1096  HISTORY     - 1965     GOOD             CGS
 JA1096  HISTORY     - 1985     GOOD             NGS
 JA1096  HISTORY     - 20130702 MARK NOT FOUND   INDOT
 JA1096
 JA1096                          STATION DESCRIPTION
 JA1096
 JA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1096'AT PETERSBURG.
 JA1096'ABOUT 1/2 BLOCK SOUTHEAST ALONG 9TH STREET FROM THE PIKE COUNTY
 JA1096'COURTHOUSE AT PETERSBURG, THENCE 1 BLOCK NORTHEAST ALONG WALNUT
 JA1096'STREET, 29 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF 10TH
 JA1096'STREET, 35 FEET SOUTHEAST OF THE CENTER LINE OF WALNUT STREET,
 JA1096'14.6 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE
 JA1096'PETERSBURG HIGH SCHOOOL GYM, 11 1/2 FEET NORTHWEST OF THE
 JA1096'NORTHWEST WALL OF THE GYM, AND SET IN THE TOP OF A CONCRETE POST
 JA1096'WHICH IS 6-INCHES BELOW THE LEVEL OF THE SIDEWALK ACCESS TO WHICH
 JA1096'IS HAD THRU A 6-INCH PIPE WHICH HAS A METAL COVER.
 JA1096
 JA1096                          STATION RECOVERY (1985)
 JA1096
 JA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1096'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN PETERSBURG,
 JA1096'AT THE INTERSECTION OF WALNUT AND 1OTH STREETS.
 JA1096
 JA1096                          STATION RECOVERY (2013)
 JA1096
 JA1096'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA1096'STATION APPEARS TO NOW BE LOCATED UNDER CEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1093 ***********************************************************************
 JA1093  DESIGNATION -  484
 JA1093  PID         -  JA1093
 JA1093  STATE/COUNTY-  IN/PIKE
 JA1093  COUNTRY     -  US
 JA1093  USGS QUAD   -  PETERSBURG (2019)
 JA1093
 JA1093                         *CURRENT SURVEY CONTROL
 JA1093  ______________________________________________________________________
 JA1093* NAD 83(1986) POSITION- 38 29 29.9    (N) 087 16 44.4    (W)   HD_HELD2
 JA1093* NAVD 88 ORTHO HEIGHT -   147.101 (meters)      482.61  (feet) ADJUSTED
 JA1093  ______________________________________________________________________
 JA1093  GEOID HEIGHT    -        -32.013 (meters)                     GEOID18
 JA1093  DYNAMIC HEIGHT  -        147.006 (meters)      482.30  (feet) COMP
 JA1093  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA1093
 JA1093  VERT ORDER      -  FIRST     CLASS II
 JA1093
 JA1093.The horizontal coordinates were established by autonomous hand held GPS
 JA1093.observations and have an estimated accuracy of +/- 10 meters.
 JA1093
 JA1093.The orthometric height was determined by differential leveling and
 JA1093.adjusted by the NATIONAL GEODETIC SURVEY
 JA1093.in June 1991.
 JA1093
 JA1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1093.GEOID18 height accuracy estimate available here.
 JA1093
 JA1093.Click photographs - Photos may exist for this station.
 JA1093
 JA1093.The dynamic height is computed by dividing the NAVD 88
 JA1093.geopotential number by the normal gravity value computed on the
 JA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1093.degrees latitude (g = 980.6199 gals.).
 JA1093
 JA1093.The modeled gravity was interpolated from observed gravity values.
 JA1093
 JA1093;                    North         East    Units  Estimated Accuracy
 JA1093;SPC IN W     -   360,083.      882,930.      MT  (+/- 10 meters HH2 GPS)
 JA1093
 JA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7566860402(NAD 83)
 JA1093
 JA1093                          SUPERSEDED SURVEY CONTROL
 JA1093
 JA1093  NGVD 29 (??/??/92)  147.237  (m)          483.06   (f) ADJ UNCH    1 2
 JA1093
 JA1093.Superseded values are not recommended for survey control.
 JA1093
 JA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1093.See file dsdata.pdf to determine how the superseded data were derived.
 JA1093
 JA1093_MARKER: DD = SURVEY DISK
 JA1093_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JA1093_SP_SET: BUILDING
 JA1093_STAMPING: 484 3 A 2 1923
 JA1093_MARK LOGO: USGS
 JA1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1093+STABILITY: POSITION/ELEVATION WELL
 JA1093
 JA1093  HISTORY     - Date     Condition        Report By
 JA1093  HISTORY     - 1923     MONUMENTED       USGS
 JA1093  HISTORY     - 1965     GOOD             CGS
 JA1093  HISTORY     - 1985     GOOD             NGS
 JA1093
 JA1093                          STATION DESCRIPTION
 JA1093
 JA1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1093'AT PETERSBURG.
 JA1093'AT THE NORTHWEST ENTRANCE TO THE PIKE COUNTY COURTHOUSE AT
 JA1093'PETERSBURG, 14 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST
 JA1093'ENTRANCE, SET IN THE CENTER OF THE TOP OF A LIMESTONE WINDOWN
 JA1093'SILL, ABOUT 2.8 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2
 JA1093'FEET BELOW THE LEVEL OF A WOODEN WINDOW SILL.
 JA1093
 JA1093                          STATION RECOVERY (1985)
 JA1093
 JA1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1235 ***********************************************************************
 KA1235  DESIGNATION -  493
 KA1235  PID         -  KA1235
 KA1235  STATE/COUNTY-  IN/VIGO
 KA1235  COUNTRY     -  US
 KA1235  USGS QUAD   -  TERRE HAUTE (2019)
 KA1235
 KA1235                         *CURRENT SURVEY CONTROL
 KA1235  ______________________________________________________________________
 KA1235* NAD 83(1986) POSITION- 39 25 30.     (N) 087 23 11.     (W)   SCALED
 KA1235* NAVD 88 ORTHO HEIGHT -   149.816 (meters)      491.52  (feet) ADJUSTED
 KA1235  ______________________________________________________________________
 KA1235  GEOID HEIGHT    -        -32.690 (meters)                     GEOID18
 KA1235  DYNAMIC HEIGHT  -        149.731 (meters)      491.24  (feet) COMP
 KA1235  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA1235
 KA1235  VERT ORDER      -  FIRST     CLASS II
 KA1235
 KA1235.The horizontal coordinates were scaled from a map and have
 KA1235.an estimated accuracy of +/- 6 seconds.
 KA1235
 KA1235.The orthometric height was determined by differential leveling and
 KA1235.adjusted by the NATIONAL GEODETIC SURVEY
 KA1235.in June 1991.
 KA1235
 KA1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1235.GEOID18 height accuracy estimate available here.
 KA1235
 KA1235.Click photographs - Photos may exist for this station.
 KA1235
 KA1235.The dynamic height is computed by dividing the NAVD 88
 KA1235.geopotential number by the normal gravity value computed on the
 KA1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1235.degrees latitude (g = 980.6199 gals.).
 KA1235
 KA1235.The modeled gravity was interpolated from observed gravity values.
 KA1235
 KA1235;                    North         East    Units  Estimated Accuracy
 KA1235;SPC IN W     -   463,720.      873,910.      MT  (+/- 180 meters Scaled)
 KA1235
 KA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ667640(NAD 83)
 KA1235
 KA1235                          SUPERSEDED SURVEY CONTROL
 KA1235
 KA1235  NGVD 29 (??/??/92)  149.924  (m)          491.88   (f) ADJ UNCH    1 2
 KA1235
 KA1235.Superseded values are not recommended for survey control.
 KA1235
 KA1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1235.See file dsdata.pdf to determine how the superseded data were derived.
 KA1235
 KA1235_MARKER: DB = BENCH MARK DISK
 KA1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1235_SP_SET: BRIDGE
 KA1235_STAMPING: 493
 KA1235_MARK LOGO: USGS
 KA1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1235
 KA1235  HISTORY     - Date     Condition        Report By
 KA1235  HISTORY     - 1907     MONUMENTED       USGS
 KA1235  HISTORY     - 1946     GOOD             CGS
 KA1235  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1235
 KA1235                          STATION DESCRIPTION
 KA1235
 KA1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1235'1 MI N FROM SPRING HILL.
 KA1235'ONLY THE CENTER PART OF THE DISK IS LEFT IN THE FORM OF A 1 INCH
 KA1235'SQUARE, THE REST OF THE DISK HAS BEEN CHISELED OFF, NO LETTERS
 KA1235'OR NUMBERS ARE LEGIBLE, RECOVERED AS FOLLOWS-- ABOUT 1.0 MILE
 KA1235'NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY FROM THE
 KA1235'TOWER AT SPRING HILL, 126 FEET NORTH OF THE CROSSING OF THE
 KA1235'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, SET IN THE
 KA1235'TOP OF THE NORTHEAST END OF THE STONE ABUTMENT OF A 21 FOOT
 KA1235'RAILROAD BRIDGE UNDER THE CHICAGO AND EASTERN ILLINOIS RAILWAY,
 KA1235'12 FEET NORTHEAST OF AND ABOUT 4 FEET LOWER THAN THE CENTER
 KA1235'LINE OF THE TRACK.
 KA1235
 KA1235                          STATION RECOVERY (1985)
 KA1235
 KA1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1105 ***********************************************************************
 KA1105  DESIGNATION -  495
 KA1105  PID         -  KA1105
 KA1105  STATE/COUNTY-  IN/VIGO
 KA1105  COUNTRY     -  US
 KA1105  USGS QUAD   -  TERRE HAUTE (2019)
 KA1105
 KA1105                         *CURRENT SURVEY CONTROL
 KA1105  ______________________________________________________________________
 KA1105* NAD 83(1986) POSITION- 39 28 24.     (N) 087 24 11.     (W)   SCALED
 KA1105* NAVD 88 ORTHO HEIGHT -   150.480 (meters)      493.70  (feet) ADJUSTED
 KA1105  ______________________________________________________________________
 KA1105  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1105  DYNAMIC HEIGHT  -        150.395 (meters)      493.42  (feet) COMP
 KA1105  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA1105
 KA1105  VERT ORDER      -  FIRST     CLASS II
 KA1105
 KA1105.The horizontal coordinates were scaled from a map and have
 KA1105.an estimated accuracy of +/- 6 seconds.
 KA1105
 KA1105.The orthometric height was determined by differential leveling and
 KA1105.adjusted by the NATIONAL GEODETIC SURVEY
 KA1105.in June 1991.
 KA1105
 KA1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1105.GEOID18 height accuracy estimate available here.
 KA1105
 KA1105.Click photographs - Photos may exist for this station.
 KA1105
 KA1105.The dynamic height is computed by dividing the NAVD 88
 KA1105.geopotential number by the normal gravity value computed on the
 KA1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1105.degrees latitude (g = 980.6199 gals.).
 KA1105
 KA1105.The modeled gravity was interpolated from observed gravity values.
 KA1105
 KA1105;                    North         East    Units  Estimated Accuracy
 KA1105;SPC IN W     -   469,090.      872,490.      MT  (+/- 180 meters Scaled)
 KA1105
 KA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653693(NAD 83)
 KA1105
 KA1105                          SUPERSEDED SURVEY CONTROL
 KA1105
 KA1105  NGVD 29 (??/??/92)  150.584  (m)          494.04   (f) ADJ UNCH    1 2
 KA1105
 KA1105.Superseded values are not recommended for survey control.
 KA1105
 KA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1105.See file dsdata.pdf to determine how the superseded data were derived.
 KA1105
 KA1105_MARKER: DB = BENCH MARK DISK
 KA1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1105_SP_SET: BUILDING
 KA1105_STAMPING: 495 494.041
 KA1105_MARK LOGO: USGS
 KA1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1105
 KA1105  HISTORY     - Date     Condition        Report By
 KA1105  HISTORY     - 1907     MONUMENTED       USGS
 KA1105  HISTORY     - 1956     GOOD             CGS
 KA1105  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1105
 KA1105                          STATION DESCRIPTION
 KA1105
 KA1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1105'AT TERRE HAUTE.
 KA1105'AT TERRE HAUTE, AT THE UNION STATION, SET VERTICALLY IN THE
 KA1105'SOUTHWEST FACE OF BUILDING, 14.8 FEET NORTHWEST OF SOUTH CORNER
 KA1105'AND 3 FEET ABOVE LEVEL OF SIDE WALK.
 KA1105
 KA1105                          STATION RECOVERY (1986)
 KA1105
 KA1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1106 ***********************************************************************
 KA1106  DESIGNATION -  495 RESET
 KA1106  PID         -  KA1106
 KA1106  STATE/COUNTY-  IN/VIGO
 KA1106  COUNTRY     -  US
 KA1106  USGS QUAD   -  TERRE HAUTE (2019)
 KA1106
 KA1106                         *CURRENT SURVEY CONTROL
 KA1106  ______________________________________________________________________
 KA1106* NAD 83(1986) POSITION- 39 28 24.     (N) 087 24 11.     (W)   SCALED
 KA1106* NAVD 88 ORTHO HEIGHT -   149.752 (meters)      491.31  (feet) ADJUSTED
 KA1106  ______________________________________________________________________
 KA1106  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1106  DYNAMIC HEIGHT  -        149.667 (meters)      491.03  (feet) COMP
 KA1106  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA1106
 KA1106  VERT ORDER      -  FIRST     CLASS II
 KA1106
 KA1106.The horizontal coordinates were scaled from a map and have
 KA1106.an estimated accuracy of +/- 6 seconds.
 KA1106
 KA1106.The orthometric height was determined by differential leveling and
 KA1106.adjusted by the NATIONAL GEODETIC SURVEY
 KA1106.in June 1991.
 KA1106
 KA1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1106.GEOID18 height accuracy estimate available here.
 KA1106
 KA1106.Click photographs - Photos may exist for this station.
 KA1106
 KA1106.The dynamic height is computed by dividing the NAVD 88
 KA1106.geopotential number by the normal gravity value computed on the
 KA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1106.degrees latitude (g = 980.6199 gals.).
 KA1106
 KA1106.The modeled gravity was interpolated from observed gravity values.
 KA1106
 KA1106;                    North         East    Units  Estimated Accuracy
 KA1106;SPC IN W     -   469,090.      872,490.      MT  (+/- 180 meters Scaled)
 KA1106
 KA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653693(NAD 83)
 KA1106
 KA1106                          SUPERSEDED SURVEY CONTROL
 KA1106
 KA1106  NGVD 29 (??/??/??)  149.49   (m)          490.5    (f) RESET       3  
 KA1106
 KA1106.Superseded values are not recommended for survey control.
 KA1106
 KA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1106.See file dsdata.pdf to determine how the superseded data were derived.
 KA1106
 KA1106_MARKER: DD = SURVEY DISK
 KA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1106_STAMPING: 495 RESET 1960
 KA1106_MARK LOGO: PRR
 KA1106_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1106+STABILITY: SURFACE MOTION
 KA1106
 KA1106  HISTORY     - Date     Condition        Report By
 KA1106  HISTORY     - 1960     MONUMENTED       PRR
 KA1106  HISTORY     - 1985     GOOD             NGS
 KA1106
 KA1106                          STATION DESCRIPTION
 KA1106
 KA1106'DESCRIBED BY PENNSYLVANIA RAILROAD 1960
 KA1106'AT TERRE HAUTE.
 KA1106'AT TERRE HAUTE, AT THE UNION STATION, AT THE SOUTHEAST CORNER
 KA1106'OF THE NEW STATION, 2 FEET-7 1/2 INCHES WEST OF THE EAST WALL, 1
 KA1106'FOOT-2 1/4 INCHES SOUTH OF THE SOUTH WALL, AND SET IN A 12 INCH
 KA1106'BY 12 INCH CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KA1106
 KA1106                          STATION RECOVERY (1985)
 KA1106
 KA1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1106'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1106'HAUTE, AT THE INTERSECTION OF 9TH AND SPRUCE STREETS, 88.6 M (290.7
 KA1106'FT) EAST OF THE CENTERLINE OF 9TH STREET, 86.5 M (283.8 FT) SOUTH OF
 KA1106'THE CENTER OF SPRUCE STREET, 2.5 M (8.2 FT) EAST OF THE SOUTHEAST
 KA1106'ENTRANCE INTO THE AFRO-AMERICAN CULTURE CENTER BUILDING (OLD RAILROAD
 KA1106'STATION), 0.8 M (2.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 KA1106'AND 0.7 M (2.3 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.
 KA1106'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0815 ***********************************************************************
 HZ0815  DESIGNATION -  5
 HZ0815  PID         -  HZ0815
 HZ0815  STATE/COUNTY-  IN/SWITZERLAND
 HZ0815  COUNTRY     -  US
 HZ0815  USGS QUAD   -  FLORENCE (2019)
 HZ0815
 HZ0815                         *CURRENT SURVEY CONTROL
 HZ0815  ______________________________________________________________________
 HZ0815* NAD 83(1986) POSITION- 38 46 48.     (N) 084 58 05.     (W)   SCALED
 HZ0815* NAVD 88 ORTHO HEIGHT -   144.218 (meters)      473.16  (feet) ADJUSTED
 HZ0815  ______________________________________________________________________
 HZ0815  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0815  DYNAMIC HEIGHT  -        144.127 (meters)      472.86  (feet) COMP
 HZ0815  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 HZ0815
 HZ0815  VERT ORDER      -  FIRST     CLASS II
 HZ0815
 HZ0815.The horizontal coordinates were scaled from a map and have
 HZ0815.an estimated accuracy of +/- 6 seconds.
 HZ0815
 HZ0815.The orthometric height was determined by differential leveling and
 HZ0815.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0815.in June 1991.
 HZ0815
 HZ0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0815.GEOID18 height accuracy estimate available here.
 HZ0815
 HZ0815.Click photographs - Photos may exist for this station.
 HZ0815
 HZ0815.The dynamic height is computed by dividing the NAVD 88
 HZ0815.geopotential number by the normal gravity value computed on the
 HZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0815.degrees latitude (g = 980.6199 gals.).
 HZ0815
 HZ0815.The modeled gravity was interpolated from observed gravity values.
 HZ0815
 HZ0815;                    North         East    Units  Estimated Accuracy
 HZ0815;SPC IN E     -   392,310.      160,700.      MT  (+/- 180 meters Scaled)
 HZ0815
 HZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH765943(NAD 83)
 HZ0815
 HZ0815                          SUPERSEDED SURVEY CONTROL
 HZ0815
 HZ0815  NGVD 29 (??/??/92)  144.408  (m)          473.78   (f) ADJ UNCH    1 2
 HZ0815
 HZ0815.Superseded values are not recommended for survey control.
 HZ0815
 HZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0815.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0815
 HZ0815_MARKER: DD = SURVEY DISK
 HZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0815_STAMPING: 5
 HZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0815+STABILITY: SURFACE MOTION
 HZ0815
 HZ0815  HISTORY     - Date     Condition        Report By
 HZ0815  HISTORY     - UNK      MONUMENTED       USACE
 HZ0815  HISTORY     - 1965     GOOD             CGS
 HZ0815
 HZ0815                          STATION DESCRIPTION
 HZ0815
 HZ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0815'2.6 MI SW FROM FLORENCE.
 HZ0815'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 HZ0815'AT FLORENCE, THENCE 0.15 MILE SOUTH ALONG A PAVED ROAD, IN
 HZ0815'SECTION 2, T 1 N, R 2 W, ABOUT 0.1 MILE SOUTH OF THE HASTIE
 HZ0815'CEMETERY, 7 FEET WEST OF THE CENTER LINE OF THE ROAD, 154 FEET
 HZ0815'NORTH OF THE NORTH BANK OF THE OHIO RIVER, 16 FEET WEST OF A 6-FOOT
 HZ0815'CHAIN LINK FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HZ0815'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1127 ***********************************************************************
 JA1127  DESIGNATION -  501 VIN
 JA1127  PID         -  JA1127
 JA1127  STATE/COUNTY-  IN/GIBSON
 JA1127  COUNTRY     -  US
 JA1127  USGS QUAD   -  PRINCETON (2019)
 JA1127
 JA1127                         *CURRENT SURVEY CONTROL
 JA1127  ______________________________________________________________________
 JA1127* NAD 83(1986) POSITION- 38 21 20.0    (N) 087 34 05.2    (W)   HD_HELD2
 JA1127* NAVD 88 ORTHO HEIGHT -   152.350 (meters)      499.84  (feet) ADJUSTED
 JA1127  ______________________________________________________________________
 JA1127  GEOID HEIGHT    -        -31.491 (meters)                     GEOID18
 JA1127  DYNAMIC HEIGHT  -        152.249 (meters)      499.50  (feet) COMP
 JA1127  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 JA1127
 JA1127  VERT ORDER      -  FIRST     CLASS II
 JA1127
 JA1127.The horizontal coordinates were established by autonomous hand held GPS
 JA1127.observations and have an estimated accuracy of +/- 10 meters.
 JA1127
 JA1127.The orthometric height was determined by differential leveling and
 JA1127.adjusted by the NATIONAL GEODETIC SURVEY
 JA1127.in June 1991.
 JA1127
 JA1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1127.GEOID18 height accuracy estimate available here.
 JA1127
 JA1127.Click photographs - Photos may exist for this station.
 JA1127
 JA1127.The dynamic height is computed by dividing the NAVD 88
 JA1127.geopotential number by the normal gravity value computed on the
 JA1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1127.degrees latitude (g = 980.6199 gals.).
 JA1127
 JA1127.The modeled gravity was interpolated from observed gravity values.
 JA1127
 JA1127;                    North         East    Units  Estimated Accuracy
 JA1127;SPC IN W     -   345,071.      857,628.      MT  (+/- 10 meters HH2 GPS)
 JA1127
 JA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036245418(NAD 83)
 JA1127
 JA1127                          SUPERSEDED SURVEY CONTROL
 JA1127
 JA1127  NGVD 29 (??/??/92)  152.487  (m)          500.28   (f) ADJ UNCH    1 2
 JA1127
 JA1127.Superseded values are not recommended for survey control.
 JA1127
 JA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1127.See file dsdata.pdf to determine how the superseded data were derived.
 JA1127
 JA1127_MARKER: DB = BENCH MARK DISK
 JA1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1127_SP_SET: BUILDING
 JA1127_STAMPING: 501 VIN
 JA1127_MARK LOGO: USGS
 JA1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1127+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2013
 JA1127
 JA1127  HISTORY     - Date     Condition        Report By
 JA1127  HISTORY     - 1901     MONUMENTED       USGS
 JA1127  HISTORY     - 1965     GOOD             CGS
 JA1127  HISTORY     - 20130827 GOOD             GEOCAC
 JA1127
 JA1127                          STATION DESCRIPTION
 JA1127
 JA1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1127'AT PRINCETON.
 JA1127'AT PRINCETON, AT THE EAST SIDE OF THE SOUTH ENTRANCE TO THE
 JA1127'GIBSON COUNTY COURTHOUSE, SET IN THE TOP OF THE NORTH END OF A
 JA1127'STONE SILL IN AN ARCHED ENTRANCE TO THE BASEMENT WHICH IS IN THE
 JA1127'SIDE OF A STAIRWAY TO THE MAIN ENTRANCE TO THE BUILDING, 68 FEET
 JA1127'NORTH OF THE NORTH CURB OF STATE HIGHWAY 64, 46 1/2 FEET NORTHWEST
 JA1127'OF A 20-INCH OAK TREE, 5.3 FEET SOUTH OF THE SOUTH FACE OF THE
 JA1127'BUILDING, AND ABOUT LEVEL WITH THE GROUND.
 JA1127
 JA1127                          STATION RECOVERY (2013)
 JA1127
 JA1127'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1127'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1312 ***********************************************************************
 HZ1312  DESIGNATION -  501.3
 HZ1312  PID         -  HZ1312
 HZ1312  STATE/COUNTY-  IN/CLARK
 HZ1312  COUNTRY     -  US
 HZ1312  USGS QUAD   -  SPEED (2019)
 HZ1312
 HZ1312                         *CURRENT SURVEY CONTROL
 HZ1312  ______________________________________________________________________
 HZ1312* NAD 83(1986) POSITION- 38 26 54.     (N) 085 51 53.     (W)   SCALED
 HZ1312* NAVD 88 ORTHO HEIGHT -   152.651 (meters)      500.82  (feet) ADJUSTED
 HZ1312  ______________________________________________________________________
 HZ1312  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 HZ1312  DYNAMIC HEIGHT  -        152.549 (meters)      500.49  (feet) COMP
 HZ1312  MODELED GRAVITY -    979,959.3   (mgal)                       NAVD 88
 HZ1312
 HZ1312  VERT ORDER      -  FIRST     CLASS II
 HZ1312
 HZ1312.The horizontal coordinates were scaled from a map and have
 HZ1312.an estimated accuracy of +/- 6 seconds.
 HZ1312
 HZ1312.The orthometric height was determined by differential leveling and
 HZ1312.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1312.in June 1991.
 HZ1312
 HZ1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1312.GEOID18 height accuracy estimate available here.
 HZ1312
 HZ1312.Click photographs - Photos may exist for this station.
 HZ1312
 HZ1312.The dynamic height is computed by dividing the NAVD 88
 HZ1312.geopotential number by the normal gravity value computed on the
 HZ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1312.degrees latitude (g = 980.6199 gals.).
 HZ1312
 HZ1312.The modeled gravity was interpolated from observed gravity values.
 HZ1312
 HZ1312;                    North         East    Units  Estimated Accuracy
 HZ1312;SPC IN E     -   355,280.       82,710.      MT  (+/- 180 meters Scaled)
 HZ1312
 HZ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH990561(NAD 83)
 HZ1312
 HZ1312                          SUPERSEDED SURVEY CONTROL
 HZ1312
 HZ1312  NGVD 29 (??/??/92)  152.789  (m)          501.28   (f) ADJ UNCH    1 2
 HZ1312
 HZ1312.Superseded values are not recommended for survey control.
 HZ1312
 HZ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1312.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1312
 HZ1312_MARKER: Q = CHISELED SQUARE
 HZ1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1312_SP_SET: ABUTMENT
 HZ1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1312
 HZ1312  HISTORY     - Date     Condition        Report By
 HZ1312  HISTORY     - UNK      MONUMENTED       USGS
 HZ1312  HISTORY     - 1949     GOOD             CGS
 HZ1312
 HZ1312                          STATION DESCRIPTION
 HZ1312
 HZ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1312'4.6 MI SE FROM BORDEN.
 HZ1312'ABOUT 4.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1312'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ABOUT 100
 HZ1312'YARDS WEST OF THE ROAD CROSSING AT CARWOOD, IN TOP OF THE NORTHWEST
 HZ1312'CORNER OF THE EAST STONE ABUTMENT OF RAILROAD BRIDGE 303.7
 HZ1312'OVER MUDDY FORK CREEK, 10.5 FEET NORTH OF THE NORTH RAIL AND
 HZ1312'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0781 ***********************************************************************
 HZ0781  DESIGNATION -  504 B
 HZ0781  PID         -  HZ0781
 HZ0781  STATE/COUNTY-  IN/OHIO
 HZ0781  COUNTRY     -  US
 HZ0781  USGS QUAD   -  RISING SUN (2019)
 HZ0781
 HZ0781                         *CURRENT SURVEY CONTROL
 HZ0781  ______________________________________________________________________
 HZ0781* NAD 83(1986) POSITION- 38 56 49.     (N) 084 51 21.     (W)   SCALED
 HZ0781* NAVD 88 ORTHO HEIGHT -   150.707 (meters)      494.44  (feet) ADJUSTED
 HZ0781  ______________________________________________________________________
 HZ0781  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 HZ0781  DYNAMIC HEIGHT  -        150.612 (meters)      494.13  (feet) COMP
 HZ0781  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 HZ0781
 HZ0781  VERT ORDER      -  FIRST     CLASS II
 HZ0781
 HZ0781.The horizontal coordinates were scaled from a map and have
 HZ0781.an estimated accuracy of +/- 6 seconds.
 HZ0781
 HZ0781.The orthometric height was determined by differential leveling and
 HZ0781.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0781.in June 1991.
 HZ0781
 HZ0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0781.GEOID18 height accuracy estimate available here.
 HZ0781
 HZ0781.Click photographs - Photos may exist for this station.
 HZ0781
 HZ0781.The dynamic height is computed by dividing the NAVD 88
 HZ0781.geopotential number by the normal gravity value computed on the
 HZ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0781.degrees latitude (g = 980.6199 gals.).
 HZ0781
 HZ0781.The modeled gravity was interpolated from observed gravity values.
 HZ0781
 HZ0781;                    North         East    Units  Estimated Accuracy
 HZ0781;SPC IN E     -   410,920.      170,290.      MT  (+/- 180 meters Scaled)
 HZ0781
 HZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ858130(NAD 83)
 HZ0781
 HZ0781                          SUPERSEDED SURVEY CONTROL
 HZ0781
 HZ0781  NGVD 29 (??/??/92)  150.911  (m)          495.11   (f) ADJ UNCH    1 2
 HZ0781
 HZ0781.Superseded values are not recommended for survey control.
 HZ0781
 HZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0781.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0781
 HZ0781_MARKER: Q = CHISELED SQUARE
 HZ0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0781_SP_SET: FOUNDATION
 HZ0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0781
 HZ0781  HISTORY     - Date     Condition        Report By
 HZ0781  HISTORY     - UNK      MONUMENTED       USACE
 HZ0781  HISTORY     - 1965     GOOD             CGS
 HZ0781  HISTORY     - 20190915 GOOD             USPSQD
 HZ0781
 HZ0781                          STATION DESCRIPTION
 HZ0781
 HZ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0781'0.3 MI E FROM RISING SUN.
 HZ0781'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0781'AT RISING SUN, THENCE 0.2 MILES SOUTHEAST ALONG MAIN STREET, IN
 HZ0781'SECTION 2, T 4 N, R 1 W, AT THE WEST CORNER OF THE INTERSECTION
 HZ0781'OF MAIN STREET AND POPLAR STREET, 1 1/4 FOOT NORTHWEST OF THE
 HZ0781'NORTHWEST CURB OF POPLAR STREET, 17 FEET SOUTHWEST OF THE SOUTHWEST
 HZ0781'CURB OF MAIN STREET, A CHISELED SQUARE ON TOP OF THE FOUNDATION AND
 HZ0781'AT THE WEST CORNER OF A BRICK BUILDING OCCUPIED BY A SUPER STORE,
 HZ0781'WITH THE CHISELED LETTERS USBM BELOW THE TOP OF THE FOUNDATION,
 HZ0781'2.0 FEET SOUTHWEST OF THE WEST CORNER OF THE BUILDING, ABOUT
 HZ0781'1 1/4 FEET ABOVE THE LEVEL OF THE STREET.
 HZ0781
 HZ0781                          STATION RECOVERY (2019)
 HZ0781
 HZ0781'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0817 ***********************************************************************
 JA0817  DESIGNATION -  506.7 USGS
 JA0817  PID         -  JA0817
 JA0817  STATE/COUNTY-  IN/LAWRENCE
 JA0817  COUNTRY     -  US
 JA0817  USGS QUAD   -  OOLITIC (2019)
 JA0817
 JA0817                         *CURRENT SURVEY CONTROL
 JA0817  ______________________________________________________________________
 JA0817* NAD 83(1986) POSITION- 38 55 38.     (N) 086 30 18.     (W)   SCALED
 JA0817* NAVD 88 ORTHO HEIGHT -   154.319 (meters)      506.29  (feet) ADJUSTED
 JA0817  ______________________________________________________________________
 JA0817  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 JA0817  DYNAMIC HEIGHT  -        154.223 (meters)      505.98  (feet) COMP
 JA0817  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 JA0817
 JA0817  VERT ORDER      -  SECOND    CLASS 0
 JA0817
 JA0817.The horizontal coordinates were scaled from a map and have
 JA0817.an estimated accuracy of +/- 6 seconds.
 JA0817
 JA0817.The orthometric height was determined by differential leveling and
 JA0817.adjusted by the NATIONAL GEODETIC SURVEY
 JA0817.in June 1991.
 JA0817
 JA0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0817.GEOID18 height accuracy estimate available here.
 JA0817
 JA0817.Click photographs - Photos may exist for this station.
 JA0817
 JA0817.The dynamic height is computed by dividing the NAVD 88
 JA0817.geopotential number by the normal gravity value computed on the
 JA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0817.degrees latitude (g = 980.6199 gals.).
 JA0817
 JA0817.The modeled gravity was interpolated from observed gravity values.
 JA0817
 JA0817;                    North         East    Units  Estimated Accuracy
 JA0817;SPC IN W     -   408,580.      950,150.      MT  (+/- 180 meters Scaled)
 JA0817
 JA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ429088(NAD 83)
 JA0817
 JA0817                          SUPERSEDED SURVEY CONTROL
 JA0817
 JA0817  NGVD 29 (??/??/92)  154.444  (m)          506.71   (f) ADJ UNCH    2 0
 JA0817
 JA0817.Superseded values are not recommended for survey control.
 JA0817
 JA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0817.See file dsdata.pdf to determine how the superseded data were derived.
 JA0817
 JA0817_MARKER: Q = CHISELED SQUARE
 JA0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0817_SP_SET: BRIDGE
 JA0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0817
 JA0817  HISTORY     - Date     Condition        Report By
 JA0817  HISTORY     - UNK      MONUMENTED       USGS
 JA0817  HISTORY     - 1935     GOOD             CGS
 JA0817
 JA0817                          STATION DESCRIPTION
 JA0817
 JA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0817'4.6 MI S FROM GUTHRIE.
 JA0817'4.6 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0817'RAILWAY FROM THE STATION AT GUTHRIE, LAWRENCE COUNTY, 0.2 MILE
 JA0817'NORTH OF PEERLESS, 20 YARDS NORTH OF MILEPOST 240, AT A LARGE
 JA0817'STEEL BRIDGE OVER A STREAM, IN THE TOP OF THE NORTHEAST CORNER
 JA0817'OF THE SOUTH BRIDGE SEAT, 9 FEET EAST OF THE EAST RAIL, AND ABOUT
 JA0817'7 FEET LOWER THAN THE TRACK.  A 1-1/4-INCH OUTLINED SQUARE,
 JA0817'PAINTED BM 506.7.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0120 ***********************************************************************
 JA0120  DESIGNATION -  508
 JA0120  PID         -  JA0120
 JA0120  STATE/COUNTY-  IN/LAWRENCE
 JA0120  COUNTRY     -  US
 JA0120  USGS QUAD   -  BEDFORD WEST (2019)
 JA0120
 JA0120                         *CURRENT SURVEY CONTROL
 JA0120  ______________________________________________________________________
 JA0120* NAD 83(1986) POSITION- 38 48 47.     (N) 086 30 01.     (W)   SCALED
 JA0120* NAVD 88 ORTHO HEIGHT -   154.501 (meters)      506.89  (feet) ADJUSTED
 JA0120  ______________________________________________________________________
 JA0120  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JA0120  DYNAMIC HEIGHT  -        154.404 (meters)      506.57  (feet) COMP
 JA0120  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JA0120
 JA0120  VERT ORDER      -  FIRST     CLASS II
 JA0120
 JA0120.The horizontal coordinates were scaled from a map and have
 JA0120.an estimated accuracy of +/- 6 seconds.
 JA0120
 JA0120.The orthometric height was determined by differential leveling and
 JA0120.adjusted by the NATIONAL GEODETIC SURVEY
 JA0120.in June 1991.
 JA0120
 JA0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0120.GEOID18 height accuracy estimate available here.
 JA0120
 JA0120.Click photographs - Photos may exist for this station.
 JA0120
 JA0120.The dynamic height is computed by dividing the NAVD 88
 JA0120.geopotential number by the normal gravity value computed on the
 JA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0120.degrees latitude (g = 980.6199 gals.).
 JA0120
 JA0120.The modeled gravity was interpolated from observed gravity values.
 JA0120
 JA0120;                    North         East    Units  Estimated Accuracy
 JA0120;SPC IN W     -   395,910.      950,640.      MT  (+/- 180 meters Scaled)
 JA0120
 JA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433961(NAD 83)
 JA0120
 JA0120                          SUPERSEDED SURVEY CONTROL
 JA0120
 JA0120  NGVD 29 (??/??/92)  154.615  (m)          507.27   (f) ADJ UNCH    1 2
 JA0120
 JA0120.Superseded values are not recommended for survey control.
 JA0120
 JA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0120.See file dsdata.pdf to determine how the superseded data were derived.
 JA0120
 JA0120_MARKER: DB = BENCH MARK DISK
 JA0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0120_SP_SET: BRIDGE
 JA0120_STAMPING: 508 507.371
 JA0120_MARK LOGO: USGS
 JA0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0120
 JA0120  HISTORY     - Date     Condition        Report By
 JA0120  HISTORY     - 1906     MONUMENTED       USGS
 JA0120  HISTORY     - 1949     GOOD             CGS
 JA0120
 JA0120                          STATION DESCRIPTION
 JA0120
 JA0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0120'4 MI S FROM BEDFORD.
 JA0120'ABOUT 4.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0120'LOUISVILLE RAILWAY FROM THE STATION AT BEDFORD, SET IN THE WEST
 JA0120'END OF THE NORTH MAIN ABUTMENT OF THE RAILROAD BRIDGE OVER WHITE
 JA0120'RIVER, 5 FEET WEST OF THE WEST RAIL, 0.5 FOOT SOUTH OF THE
 JA0120'HEADWALL THAT GOES TO THE SAME LEVEL AS THE TRACK, 1.5 FEET
 JA0120'WEST OF THE NORTH END OF A STEEL GIRDER AND ABOUT 7 FEET BELOW
 JA0120'THE LEVEL OF THE TRACK.  NOTE-- 508 IN THE STAMPING IS VERY DIM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0811 ***********************************************************************
 JA0811  DESIGNATION -  509 A
 JA0811  PID         -  JA0811
 JA0811  STATE/COUNTY-  IN/GREENE
 JA0811  COUNTRY     -  US
 JA0811  USGS QUAD   -  KOLEEN (2019)
 JA0811
 JA0811                         *CURRENT SURVEY CONTROL
 JA0811  ______________________________________________________________________
 JA0811* NAD 83(1986) POSITION- 38 59 31.     (N) 086 52 26.     (W)   SCALED
 JA0811* NAVD 88 ORTHO HEIGHT -   154.821 (meters)      507.94  (feet) ADJUSTED
 JA0811  ______________________________________________________________________
 JA0811  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 JA0811  DYNAMIC HEIGHT  -        154.725 (meters)      507.63  (feet) COMP
 JA0811  MODELED GRAVITY -    980,010.6   (mgal)                       NAVD 88
 JA0811
 JA0811  VERT ORDER      -  FIRST     CLASS II
 JA0811
 JA0811.The horizontal coordinates were scaled from a map and have
 JA0811.an estimated accuracy of +/- 6 seconds.
 JA0811
 JA0811.The orthometric height was determined by differential leveling and
 JA0811.adjusted by the NATIONAL GEODETIC SURVEY
 JA0811.in June 1991.
 JA0811
 JA0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0811.GEOID18 height accuracy estimate available here.
 JA0811
 JA0811.Click photographs - Photos may exist for this station.
 JA0811
 JA0811.The dynamic height is computed by dividing the NAVD 88
 JA0811.geopotential number by the normal gravity value computed on the
 JA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0811.degrees latitude (g = 980.6199 gals.).
 JA0811
 JA0811.The modeled gravity was interpolated from observed gravity values.
 JA0811
 JA0811;                    North         East    Units  Estimated Accuracy
 JA0811;SPC IN W     -   415,620.      918,150.      MT  (+/- 180 meters Scaled)
 JA0811
 JA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ109158(NAD 83)
 JA0811
 JA0811                          SUPERSEDED SURVEY CONTROL
 JA0811
 JA0811  NGVD 29 (??/??/92)  154.951  (m)          508.37   (f) ADJ UNCH    1 2
 JA0811
 JA0811.Superseded values are not recommended for survey control.
 JA0811
 JA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0811.See file dsdata.pdf to determine how the superseded data were derived.
 JA0811
 JA0811_MARKER: DB = BENCH MARK DISK
 JA0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0811_STAMPING: 509 1906
 JA0811_MARK LOGO: USGS
 JA0811_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0811
 JA0811  HISTORY     - Date     Condition        Report By
 JA0811  HISTORY     - 1906     MONUMENTED       USGS
 JA0811  HISTORY     - 1949     GOOD             CGS
 JA0811
 JA0811                          STATION DESCRIPTION
 JA0811
 JA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0811'0.5 MI SE FROM MINERAL.
 JA0811'ABOUT 0.5 MILE SOUTHEAST ALONG PAVED ROAD FROM THE POST OFFICE
 JA0811'AT MINERAL, 123 FEET NORTH OF THE NORTHEAST CORNER OF HOTE
 JA0811'HAYWOODS RESIDENCE, 92 FEET NORTHWEST OF A TELEPHONE POLE, 87
 JA0811'FEET WEST OF THE CENTER LINE OF THE ROAD, 72 FEET WEST OF A
 JA0811'PASTURE FENCE, 39.5 FEET NORTHWEST OF A 3 FOOT MAPLE TREE, 2 FEET
 JA0811'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JA0811'ROAD AND PROJECTS 1 FOOT.  NOTE-- PIPE IS LEANING SLIGHTLY BUT
 JA0811'IS SOLID IN GROUND.  ROD HELD ON VEY OF SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1842 ***********************************************************************
 LA1842  DESIGNATION -  51 M
 LA1842  PID         -  LA1842
 LA1842  STATE/COUNTY-  IN/WABASH
 LA1842  COUNTRY     -  US
 LA1842  USGS QUAD   -  SOMERSET (2019)
 LA1842
 LA1842                         *CURRENT SURVEY CONTROL
 LA1842  ______________________________________________________________________
 LA1842* NAD 83(1986) POSITION- 40 40 11.     (N) 085 49 28.     (W)   SCALED
 LA1842* NAVD 88 ORTHO HEIGHT -   247.724 (meters)      812.74  (feet) ADJUSTED
 LA1842  ______________________________________________________________________
 LA1842  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 LA1842  DYNAMIC HEIGHT  -        247.601 (meters)      812.34  (feet) COMP
 LA1842  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 LA1842
 LA1842  VERT ORDER      -  SECOND    CLASS 0
 LA1842
 LA1842.The horizontal coordinates were scaled from a map and have
 LA1842.an estimated accuracy of +/- 6 seconds.
 LA1842
 LA1842.The orthometric height was determined by differential leveling and
 LA1842.adjusted by the NATIONAL GEODETIC SURVEY
 LA1842.in June 1991.
 LA1842
 LA1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1842.GEOID18 height accuracy estimate available here.
 LA1842
 LA1842.Click photographs - Photos may exist for this station.
 LA1842
 LA1842.The dynamic height is computed by dividing the NAVD 88
 LA1842.geopotential number by the normal gravity value computed on the
 LA1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1842.degrees latitude (g = 980.6199 gals.).
 LA1842
 LA1842.The modeled gravity was interpolated from observed gravity values.
 LA1842
 LA1842;                    North         East    Units  Estimated Accuracy
 LA1842;SPC IN E     -   601,890.       86,660.      MT  (+/- 180 meters Scaled)
 LA1842
 LA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL993027(NAD 83)
 LA1842
 LA1842                          SUPERSEDED SURVEY CONTROL
 LA1842
 LA1842  NGVD 29 (??/??/92)  247.850  (m)          813.15   (f) ADJ UNCH    2 0
 LA1842
 LA1842.Superseded values are not recommended for survey control.
 LA1842
 LA1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1842.See file dsdata.pdf to determine how the superseded data were derived.
 LA1842
 LA1842_MARKER: DD = SURVEY DISK
 LA1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1842_STAMPING: 813 51M 1945
 LA1842_MARK LOGO: USGS
 LA1842_PROJECTION: PROJECTING 5 CENTIMETERS
 LA1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1842+STABILITY: SURFACE MOTION
 LA1842
 LA1842  HISTORY     - Date     Condition        Report By
 LA1842  HISTORY     - 1945     MONUMENTED       USGS
 LA1842  HISTORY     - 1946     GOOD             CGS
 LA1842  HISTORY     - 1962     GOOD             CGS
 LA1842
 LA1842                          STATION DESCRIPTION
 LA1842
 LA1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1842'AT MOUNT VERNON.
 LA1842'AT MOUNT VERNON, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 LA1842'OF A BLACK TOP ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 LA1842'HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LA1842'25 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME GARAGE, 2.3
 LA1842'FEET SOUTHWEST OF POWER POLE NO. 6-202-260, ABOUT LEVEL WITH
 LA1842'THE CROSSING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1842'2 INCHES.
 LA1842
 LA1842                          STATION RECOVERY (1962)
 LA1842
 LA1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1884 ***********************************************************************
 JZ1884  DESIGNATION -  51.20
 JZ1884  PID         -  JZ1884
 JZ1884  STATE/COUNTY-  IN/RIPLEY
 JZ1884  COUNTRY     -  US
 JZ1884  USGS QUAD   -  OSGOOD (2019)
 JZ1884
 JZ1884                         *CURRENT SURVEY CONTROL
 JZ1884  ______________________________________________________________________
 JZ1884* NAD 83(1986) POSITION- 39 07 57.     (N) 085 17 19.     (W)   SCALED
 JZ1884* NAVD 88 ORTHO HEIGHT -   297.20  (+/-2cm)      975.1   (feet) VERTCON3
 JZ1884  ______________________________________________________________________
 JZ1884  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 JZ1884  VERT ORDER      -  ? (See Below)
 JZ1884
 JZ1884.The horizontal coordinates were scaled from a map and have
 JZ1884.an estimated accuracy of +/- 6 seconds.
 JZ1884
 JZ1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1884
 JZ1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1884.GEOID18 height accuracy estimate available here.
 JZ1884
 JZ1884.The vertical order pertains to the NGVD 29 superseded value.
 JZ1884
 JZ1884.Click photographs - Photos may exist for this station.
 JZ1884
 JZ1884;                    North         East    Units  Estimated Accuracy
 JZ1884;SPC IN E     -   431,270.      132,690.      MT  (+/- 180 meters Scaled)
 JZ1884
 JZ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ479328(NAD 83)
 JZ1884
 JZ1884                          SUPERSEDED SURVEY CONTROL
 JZ1884
 JZ1884  NGVD 29 (??/??/92)  297.338  (m)          975.52   (f) ADJ UNCH       
 JZ1884
 JZ1884.Superseded values are not recommended for survey control.
 JZ1884
 JZ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1884.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1884
 JZ1884_MARKER: Q = CHISELED SQUARE
 JZ1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1884_SP_SET: BRIDGE
 JZ1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1884
 JZ1884  HISTORY     - Date     Condition        Report By
 JZ1884  HISTORY     - UNK      MONUMENTED       BORR
 JZ1884  HISTORY     - 1938     GOOD             CGS
 JZ1884
 JZ1884                          STATION DESCRIPTION
 JZ1884
 JZ1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1884'0.3 MI E FROM OSGOOD.
 JZ1884'0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1884'STATION AT OSGOOD, RIPLEY COUNTY, AT BRIDGE NO. 51.20, AND ON
 JZ1884'THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST WING WALL.
 JZ1884'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0816 ***********************************************************************
 JA0816  DESIGNATION -  514.0 USGS
 JA0816  PID         -  JA0816
 JA0816  STATE/COUNTY-  IN/LAWRENCE
 JA0816  COUNTRY     -  US
 JA0816  USGS QUAD   -  OOLITIC (2019)
 JA0816
 JA0816                         *CURRENT SURVEY CONTROL
 JA0816  ______________________________________________________________________
 JA0816* NAD 83(1986) POSITION- 38 56 34.     (N) 086 30 39.     (W)   SCALED
 JA0816* NAVD 88 ORTHO HEIGHT -   156.532 (meters)      513.56  (feet) ADJUSTED
 JA0816  ______________________________________________________________________
 JA0816  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 JA0816  DYNAMIC HEIGHT  -        156.435 (meters)      513.24  (feet) COMP
 JA0816  MODELED GRAVITY -    980,005.6   (mgal)                       NAVD 88
 JA0816
 JA0816  VERT ORDER      -  SECOND    CLASS 0
 JA0816
 JA0816.The horizontal coordinates were scaled from a map and have
 JA0816.an estimated accuracy of +/- 6 seconds.
 JA0816
 JA0816.The orthometric height was determined by differential leveling and
 JA0816.adjusted by the NATIONAL GEODETIC SURVEY
 JA0816.in June 1991.
 JA0816
 JA0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0816.GEOID18 height accuracy estimate available here.
 JA0816
 JA0816.Click photographs - Photos may exist for this station.
 JA0816
 JA0816.The dynamic height is computed by dividing the NAVD 88
 JA0816.geopotential number by the normal gravity value computed on the
 JA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0816.degrees latitude (g = 980.6199 gals.).
 JA0816
 JA0816.The modeled gravity was interpolated from observed gravity values.
 JA0816
 JA0816;                    North         East    Units  Estimated Accuracy
 JA0816;SPC IN W     -   410,300.      949,630.      MT  (+/- 180 meters Scaled)
 JA0816
 JA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ423105(NAD 83)
 JA0816
 JA0816                          SUPERSEDED SURVEY CONTROL
 JA0816
 JA0816  NGVD 29 (??/??/92)  156.657  (m)          513.97   (f) ADJ UNCH    2 0
 JA0816
 JA0816.Superseded values are not recommended for survey control.
 JA0816
 JA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0816.See file dsdata.pdf to determine how the superseded data were derived.
 JA0816
 JA0816_MARKER: Q = CHISELED SQUARE
 JA0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0816_SP_SET: BRIDGE
 JA0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0816
 JA0816  HISTORY     - Date     Condition        Report By
 JA0816  HISTORY     - UNK      MONUMENTED       USGS
 JA0816  HISTORY     - 1935     GOOD             CGS
 JA0816
 JA0816                          STATION DESCRIPTION
 JA0816
 JA0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0816'3 MI S FROM GUTHRIE.
 JA0816'3.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0816'RAILWAY FROM THE STATION AT GUTHRIE, LAWRENCE COUNTY, 75 YARDS
 JA0816'SOUTH OF SIGNAL TOWER 238+5, AT A BRIDGE OVER A LARGE STREAM, ON
 JA0816'THE TOP OF THE NORTHWEST CORNER OF THE WEST RETAINING WALL OF
 JA0816'THE NORTH ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 JA0816'1-1/4-INCH OUTLINED SQUARE, PAINTED BM 514.0.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0745 ***********************************************************************
 HA0745  DESIGNATION -  515
 HA0745  PID         -  HA0745
 HA0745  STATE/COUNTY-  IN/WARRICK
 HA0745  COUNTRY     -  US
 HA0745  USGS QUAD   -  YANKEETOWN (2019)
 HA0745
 HA0745                         *CURRENT SURVEY CONTROL
 HA0745  ______________________________________________________________________
 HA0745* NAD 83(1986) POSITION- 37 55 15.     (N) 087 17 54.     (W)   SCALED
 HA0745* NAVD 88 ORTHO HEIGHT -   155.788 (meters)      511.11  (feet) ADJUSTED
 HA0745  ______________________________________________________________________
 HA0745  GEOID HEIGHT    -        -31.077 (meters)                     GEOID18
 HA0745  DYNAMIC HEIGHT  -        155.681 (meters)      510.76  (feet) COMP
 HA0745  MODELED GRAVITY -    979,938.6   (mgal)                       NAVD 88
 HA0745
 HA0745  VERT ORDER      -  FIRST     CLASS II
 HA0745
 HA0745.The horizontal coordinates were scaled from a map and have
 HA0745.an estimated accuracy of +/- 6 seconds.
 HA0745
 HA0745.The orthometric height was determined by differential leveling and
 HA0745.adjusted by the NATIONAL GEODETIC SURVEY
 HA0745.in June 1991.
 HA0745
 HA0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0745.GEOID18 height accuracy estimate available here.
 HA0745
 HA0745.Click photographs - Photos may exist for this station.
 HA0745
 HA0745.The dynamic height is computed by dividing the NAVD 88
 HA0745.geopotential number by the normal gravity value computed on the
 HA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0745.degrees latitude (g = 980.6199 gals.).
 HA0745
 HA0745.The modeled gravity was interpolated from observed gravity values.
 HA0745
 HA0745;                    North         East    Units  Estimated Accuracy
 HA0745;SPC IN W     -   296,730.      881,100.      MT  (+/- 180 meters Scaled)
 HA0745
 HA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG737970(NAD 83)
 HA0745
 HA0745                          SUPERSEDED SURVEY CONTROL
 HA0745
 HA0745  NGVD 29 (??/??/92)  155.873  (m)          511.39   (f) ADJ UNCH    1 2
 HA0745
 HA0745.Superseded values are not recommended for survey control.
 HA0745
 HA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0745.See file dsdata.pdf to determine how the superseded data were derived.
 HA0745
 HA0745_MARKER: DB = BENCH MARK DISK
 HA0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0745_SP_SET: BUILDING WALL
 HA0745_STAMPING: 515 LOUISVILLE
 HA0745_MARK LOGO: USGS
 HA0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0745+STABILITY: SURFACE MOTION
 HA0745
 HA0745  HISTORY     - Date     Condition        Report By
 HA0745  HISTORY     - 1903     MONUMENTED       USGS
 HA0745  HISTORY     - 1965     GOOD             CGS
 HA0745
 HA0745                          STATION DESCRIPTION
 HA0745
 HA0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0745'0.3 MI N FROM YANKEETOWN.
 HA0745'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAYS 66 AND 61 FROM THE
 HA0745'JUNCTION OF THE HIGHWAYS AT YANKEETOWN, IN SECTION 10, T 7 S, R 8
 HA0745'W, SET VERTICALLY IN THE NORTHWEST FACE OF THE BRICK FOUNDATION
 HA0745'OF A WINDOW ON THE WEST SIDE OF A HOUSE BELONGING TO VICTOR
 HA0745'SCHWOEPPE, 159 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD
 HA0745'LEADING EAST, 168 FEET SOUTH OF POWER POLE NUMBER 7 WHICH IS
 HA0745'BRACED BY A GUY WIRE, ABOUT 30 FEET ABOVE THE LEVEL OF THE ROAD,
 HA0745'1 1/2 FEET BELOW THE WOODEN FRAMEWORK OF THE HOUSE, AND ABOUT
 HA0745'2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0145 ***********************************************************************
 JA0145  DESIGNATION -  517.1 USGS
 JA0145  PID         -  JA0145
 JA0145  STATE/COUNTY-  IN/LAWRENCE
 JA0145  COUNTRY     -  US
 JA0145  USGS QUAD   -  OOLITIC (2019)
 JA0145
 JA0145                         *CURRENT SURVEY CONTROL
 JA0145  ______________________________________________________________________
 JA0145* NAD 83(1986) POSITION- 38 56 00.     (N) 086 29 59.     (W)   SCALED
 JA0145* NAVD 88 ORTHO HEIGHT -   157.487 (meters)      516.69  (feet) ADJUSTED
 JA0145  ______________________________________________________________________
 JA0145  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JA0145  DYNAMIC HEIGHT  -        157.389 (meters)      516.37  (feet) COMP
 JA0145  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA0145
 JA0145  VERT ORDER      -  SECOND    CLASS 0
 JA0145
 JA0145.The horizontal coordinates were scaled from a map and have
 JA0145.an estimated accuracy of +/- 6 seconds.
 JA0145
 JA0145.The orthometric height was determined by differential leveling and
 JA0145.adjusted by the NATIONAL GEODETIC SURVEY
 JA0145.in June 1991.
 JA0145
 JA0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0145.GEOID18 height accuracy estimate available here.
 JA0145
 JA0145.Click photographs - Photos may exist for this station.
 JA0145
 JA0145.The dynamic height is computed by dividing the NAVD 88
 JA0145.geopotential number by the normal gravity value computed on the
 JA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0145.degrees latitude (g = 980.6199 gals.).
 JA0145
 JA0145.The modeled gravity was interpolated from observed gravity values.
 JA0145
 JA0145;                    North         East    Units  Estimated Accuracy
 JA0145;SPC IN W     -   409,260.      950,600.      MT  (+/- 180 meters Scaled)
 JA0145
 JA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ433094(NAD 83)
 JA0145
 JA0145                          SUPERSEDED SURVEY CONTROL
 JA0145
 JA0145  NGVD 29 (??/??/92)  157.61   (m)          517.1    (f) COMPUTED    2 0
 JA0145
 JA0145.Superseded values are not recommended for survey control.
 JA0145
 JA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0145.See file dsdata.pdf to determine how the superseded data were derived.
 JA0145
 JA0145_MARKER: B = BOLT
 JA0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0145_SP_SET: SEMAPHORE
 JA0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0145
 JA0145  HISTORY     - Date     Condition        Report By
 JA0145  HISTORY     - UNK      MONUMENTED       USGS
 JA0145  HISTORY     - 1935     GOOD             CGS
 JA0145
 JA0145                          STATION DESCRIPTION
 JA0145
 JA0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0145'4 MI S FROM GUTHRIE.
 JA0145'4.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0145'RAILWAY FROM THE STATION AT GUTHRIE, LAWRENCE COUNTY, 19 YARDS
 JA0145'SOUTH OF THE SOUTH END OF A STEEL BRIDGE OVER A STREAM, 6 FEET
 JA0145'WEST OF THE WEST RAIL, AND AT SEMAPHORE 239+5.  THE TOP OF THE
 JA0145'SOUTHEAST FOUNDATION BOLT, PAINTED BM 517.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1335 ***********************************************************************
 JA1335  DESIGNATION -  52 A BOLT
 JA1335  PID         -  JA1335
 JA1335  STATE/COUNTY-  IN/KNOX
 JA1335  COUNTRY     -  US
 JA1335  USGS QUAD   -  VINCENNES (2019)
 JA1335
 JA1335                         *CURRENT SURVEY CONTROL
 JA1335  ______________________________________________________________________
 JA1335* NAD 83(1986) POSITION- 38 39 59.30   (N) 087 35 16.47   (W)   HD_HELD1
 JA1335* NAVD 88 ORTHO HEIGHT -   124.709 (meters)      409.15  (feet) ADJUSTED
 JA1335  ______________________________________________________________________
 JA1335  GEOID HEIGHT    -        -31.684 (meters)                     GEOID18
 JA1335  DYNAMIC HEIGHT  -        124.632 (meters)      408.90  (feet) COMP
 JA1335  MODELED GRAVITY -    980,010.9   (mgal)                       NAVD 88
 JA1335
 JA1335  VERT ORDER      -  FIRST     CLASS II
 JA1335
 JA1335.The horizontal coordinates were determined by differentially corrected
 JA1335.hand held GPS observations or other comparable positioning techniques
 JA1335.and have an estimated accuracy of +/- 3 meters.
 JA1335
 JA1335.The orthometric height was determined by differential leveling and
 JA1335.adjusted by the NATIONAL GEODETIC SURVEY
 JA1335.in June 1991.
 JA1335
 JA1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1335.GEOID18 height accuracy estimate available here.
 JA1335
 JA1335.Click photographs - Photos may exist for this station.
 JA1335
 JA1335.The dynamic height is computed by dividing the NAVD 88
 JA1335.geopotential number by the normal gravity value computed on the
 JA1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1335.degrees latitude (g = 980.6199 gals.).
 JA1335
 JA1335.The modeled gravity was interpolated from observed gravity values.
 JA1335
 JA1335;                    North         East    Units  Estimated Accuracy
 JA1335;SPC IN W     -   379,592.6     856,087.4     MT  (+/- 3 meters HH1 GPS) 
 JA1335
 JA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4885379929(NAD 83)
 JA1335
 JA1335                          SUPERSEDED SURVEY CONTROL
 JA1335
 JA1335  NGVD 29 (??/??/92)  124.85   (m)          409.6    (f) COMPUTED    1 2
 JA1335
 JA1335.Superseded values are not recommended for survey control.
 JA1335
 JA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1335.See file dsdata.pdf to determine how the superseded data were derived.
 JA1335
 JA1335_MARKER: B = BOLT
 JA1335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1335_STAMPING: 52 A
 JA1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1335
 JA1335  HISTORY     - Date     Condition        Report By
 JA1335  HISTORY     - UNK      MONUMENTED       USACE
 JA1335  HISTORY     - 1954     GOOD             CGS
 JA1335
 JA1335                          STATION DESCRIPTION
 JA1335
 JA1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1335'2.9 MI SW FROM VINCENNES.
 JA1335'ABOUT 2.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1335'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1335'AT VINCENNES, ON PROPERTY OF HOMER HENDERSON, 331 FEET SOUTH OF
 JA1335'CENTER LINE OF ROAD, 403 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER
 JA1335'OF HENDERSON RESIDENCE (A WHITE FRAME HOUSE WITH CONCRETE BLOCK
 JA1335'FOUNDATION), 263 FEET SOUTH OF A POWER POLE WITH GUY WIRE, 44 1/2
 JA1335'FEET NORTH OF A LONE 28-INCH HACKENBERRY TREE IN A NORTH-SOUTH
 JA1335'FENCE LINE, 15 1/2 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET
 JA1335'WEST OF FENCE LINE NORTH, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD
 JA1335'AND IS A U.S.E. BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1334 ***********************************************************************
 JA1334  DESIGNATION -  52 A CAP
 JA1334  PID         -  JA1334
 JA1334  STATE/COUNTY-  IN/KNOX
 JA1334  COUNTRY     -  US
 JA1334  USGS QUAD   -  VINCENNES (2019)
 JA1334
 JA1334                         *CURRENT SURVEY CONTROL
 JA1334  ______________________________________________________________________
 JA1334* NAD 83(1986) POSITION- 38 39 59.30   (N) 087 35 16.47   (W)   HD_HELD1
 JA1334* NAVD 88 ORTHO HEIGHT -   125.936 (meters)      413.18  (feet) ADJUSTED
 JA1334  ______________________________________________________________________
 JA1334  GEOID HEIGHT    -        -31.684 (meters)                     GEOID18
 JA1334  DYNAMIC HEIGHT  -        125.858 (meters)      412.92  (feet) COMP
 JA1334  MODELED GRAVITY -    980,010.9   (mgal)                       NAVD 88
 JA1334
 JA1334  VERT ORDER      -  FIRST     CLASS II
 JA1334
 JA1334.The horizontal coordinates were determined by differentially corrected
 JA1334.hand held GPS observations or other comparable positioning techniques
 JA1334.and have an estimated accuracy of +/- 3 meters.
 JA1334
 JA1334.The orthometric height was determined by differential leveling and
 JA1334.adjusted by the NATIONAL GEODETIC SURVEY
 JA1334.in June 1991.
 JA1334
 JA1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1334.GEOID18 height accuracy estimate available here.
 JA1334
 JA1334.Click photographs - Photos may exist for this station.
 JA1334
 JA1334.The dynamic height is computed by dividing the NAVD 88
 JA1334.geopotential number by the normal gravity value computed on the
 JA1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1334.degrees latitude (g = 980.6199 gals.).
 JA1334
 JA1334.The modeled gravity was interpolated from observed gravity values.
 JA1334
 JA1334;                    North         East    Units  Estimated Accuracy
 JA1334;SPC IN W     -   379,592.6     856,087.4     MT  (+/- 3 meters HH1 GPS) 
 JA1334
 JA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4885379929(NAD 83)
 JA1334
 JA1334                          SUPERSEDED SURVEY CONTROL
 JA1334
 JA1334  NGVD 29 (??/??/92)  126.079  (m)          413.64   (f) ADJ UNCH    1 2
 JA1334
 JA1334.Superseded values are not recommended for survey control.
 JA1334
 JA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1334.See file dsdata.pdf to determine how the superseded data were derived.
 JA1334
 JA1334_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1334_STAMPING: 52 A
 JA1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1334
 JA1334  HISTORY     - Date     Condition        Report By
 JA1334  HISTORY     - UNK      MONUMENTED       USACE
 JA1334  HISTORY     - 1954     GOOD             CGS
 JA1334
 JA1334                          STATION DESCRIPTION
 JA1334
 JA1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1334'2.9 MI SW FROM VINCENNES.
 JA1334'ABOUT 2.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1334'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1334'AT VINCENNES, ON PROPERTY OF HOMER HENDERSON, 331 FEET SOUTH OF
 JA1334'CENTER LINE OF ROAD, 403 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER
 JA1334'OF HENDERSON RESIDENCE (A WHITE FRAME HOUSE WITH CONCRETE BLOCK
 JA1334'FOUNDATION), 263 FEET SOUTH OF A POWER POLE WITH GUY WIRE, 44 1/2
 JA1334'FEET NORTH OF A LONE 28-INCH HACKENBERRY TREE IN A NORTH-SOUTH
 JA1334'FENCE LINE, 15 1/2 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET WEST
 JA1334'OF FENCE LINE NORTH, ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD AND IS
 JA1334'A U.S.E. CAP ON TOP OF A 4-INCH IRON PIPE AND PROJECTING ABOUT
 JA1334'12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1802 ***********************************************************************
 LA1802  DESIGNATION -  52 M
 LA1802  PID         -  LA1802
 LA1802  STATE/COUNTY-  IN/WABASH
 LA1802  COUNTRY     -  US
 LA1802  USGS QUAD   -  SOMERSET (2019)
 LA1802
 LA1802                         *CURRENT SURVEY CONTROL
 LA1802  ______________________________________________________________________
 LA1802* NAD 83(1986) POSITION- 40 39 57.     (N) 085 50 51.     (W)   SCALED
 LA1802* NAVD 88 ORTHO HEIGHT -   224.415 (meters)      736.27  (feet) ADJUSTED
 LA1802  ______________________________________________________________________
 LA1802  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 LA1802  DYNAMIC HEIGHT  -        224.304 (meters)      735.90  (feet) COMP
 LA1802  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 LA1802
 LA1802  VERT ORDER      -  SECOND    CLASS 0
 LA1802
 LA1802.The horizontal coordinates were scaled from a map and have
 LA1802.an estimated accuracy of +/- 6 seconds.
 LA1802
 LA1802.The orthometric height was determined by differential leveling and
 LA1802.adjusted by the NATIONAL GEODETIC SURVEY
 LA1802.in June 1991.
 LA1802
 LA1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1802.GEOID18 height accuracy estimate available here.
 LA1802
 LA1802.Click photographs - Photos may exist for this station.
 LA1802
 LA1802.The dynamic height is computed by dividing the NAVD 88
 LA1802.geopotential number by the normal gravity value computed on the
 LA1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1802.degrees latitude (g = 980.6199 gals.).
 LA1802
 LA1802.The modeled gravity was interpolated from observed gravity values.
 LA1802
 LA1802;                    North         East    Units  Estimated Accuracy
 LA1802;SPC IN E     -   601,470.       84,710.      MT  (+/- 180 meters Scaled)
 LA1802
 LA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL974023(NAD 83)
 LA1802
 LA1802                          SUPERSEDED SURVEY CONTROL
 LA1802
 LA1802  NGVD 29 (??/??/92)  224.541  (m)          736.68   (f) ADJ UNCH    2 0
 LA1802
 LA1802.Superseded values are not recommended for survey control.
 LA1802
 LA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1802.See file dsdata.pdf to determine how the superseded data were derived.
 LA1802
 LA1802_MARKER: DD = SURVEY DISK
 LA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1802_STAMPING: 52M 737 1945
 LA1802_MARK LOGO: USGS
 LA1802_PROJECTION: FLUSH
 LA1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1802+STABILITY: SURFACE MOTION
 LA1802
 LA1802  HISTORY     - Date     Condition        Report By
 LA1802  HISTORY     - 1945     MONUMENTED       USGS
 LA1802  HISTORY     - 1946     GOOD             CGS
 LA1802
 LA1802                          STATION DESCRIPTION
 LA1802
 LA1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1802'AT SOMERSET.
 LA1802'AT SOMERSET, 73 FEET WEST AND ACROSS THE STREET FROM THE WEST
 LA1802'CORNER OF THE POST OFFICE, 27 FEET NORTHWEST OF THE CENTER LINE
 LA1802'OF THE STREET, 19.5 FEET EAST OF THE EAST CORNER OF THE NESBITT
 LA1802'LUNCH BUILDING, 10 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE
 LA1802'WAY, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDE WALK,
 LA1802'ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE
 LA1802'POST FLUSH WITH THE GROUND.  NOTE-- IT IS PROBABLE THAT THIS POST
 LA1802'WILL BE COVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1309 ***********************************************************************
 HZ1309  DESIGNATION -  520
 HZ1309  PID         -  HZ1309
 HZ1309  STATE/COUNTY-  IN/CLARK
 HZ1309  COUNTRY     -  US
 HZ1309  USGS QUAD   -  BORDEN (2019)
 HZ1309
 HZ1309                         *CURRENT SURVEY CONTROL
 HZ1309  ______________________________________________________________________
 HZ1309* NAD 83(1986) POSITION- 38 27 05.     (N) 085 53 44.     (W)   SCALED
 HZ1309* NAVD 88 ORTHO HEIGHT -   158.308 (meters)      519.38  (feet) ADJUSTED
 HZ1309  ______________________________________________________________________
 HZ1309  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 HZ1309  DYNAMIC HEIGHT  -        158.201 (meters)      519.03  (feet) COMP
 HZ1309  MODELED GRAVITY -    979,952.4   (mgal)                       NAVD 88
 HZ1309
 HZ1309  VERT ORDER      -  FIRST     CLASS II
 HZ1309
 HZ1309.The horizontal coordinates were scaled from a map and have
 HZ1309.an estimated accuracy of +/- 6 seconds.
 HZ1309
 HZ1309.The orthometric height was determined by differential leveling and
 HZ1309.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1309.in June 1991.
 HZ1309
 HZ1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1309.GEOID18 height accuracy estimate available here.
 HZ1309
 HZ1309.Click photographs - Photos may exist for this station.
 HZ1309
 HZ1309.The dynamic height is computed by dividing the NAVD 88
 HZ1309.geopotential number by the normal gravity value computed on the
 HZ1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1309.degrees latitude (g = 980.6199 gals.).
 HZ1309
 HZ1309.The modeled gravity was interpolated from observed gravity values.
 HZ1309
 HZ1309;                    North         East    Units  Estimated Accuracy
 HZ1309;SPC IN E     -   355,620.       80,020.      MT  (+/- 180 meters Scaled)
 HZ1309
 HZ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH963564(NAD 83)
 HZ1309
 HZ1309                          SUPERSEDED SURVEY CONTROL
 HZ1309
 HZ1309  NGVD 29 (??/??/92)  158.443  (m)          519.83   (f) ADJ UNCH    1 2
 HZ1309
 HZ1309.Superseded values are not recommended for survey control.
 HZ1309
 HZ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1309.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1309
 HZ1309_MARKER: DB = BENCH MARK DISK
 HZ1309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1309_SP_SET: CULVERT HEADWALL
 HZ1309_STAMPING: 520
 HZ1309_MARK LOGO: USGS
 HZ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1309+STABILITY: SURFACE MOTION
 HZ1309
 HZ1309  HISTORY     - Date     Condition        Report By
 HZ1309  HISTORY     - 1911     MONUMENTED       USGS
 HZ1309  HISTORY     - 1949     GOOD             CGS
 HZ1309
 HZ1309                          STATION DESCRIPTION
 HZ1309
 HZ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1309'3 MI SE FROM BORDEN.
 HZ1309'ABOUT 3 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1309'LOUISVILLE RAILWAY FROM BORDEN, CLARK COUNTY, ABOUT 120 FEET
 HZ1309'NORTHWEST OF MILEPOST 302, AT STONE CULVERT 301.9, 2 STEPS
 HZ1309'DOWN FROM THE TOP OF THE SOUTHEAST HEAD WALL, IN THE TOP OF THE
 HZ1309'WING WALL, 11 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 HZ1309'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 HZ1309'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 520.  NOTE-- THE
 HZ1309'STAMPING IS VERY DIM AND HARDLY ABLE TO BE DISCERNED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0918 ***********************************************************************
 JZ0918  DESIGNATION -  522.4
 JZ0918  PID         -  JZ0918
 JZ0918  STATE/COUNTY-  IN/DEARBORN
 JZ0918  COUNTRY     -  US
 JZ0918  USGS QUAD   -  HOOVEN (2016)
 JZ0918
 JZ0918                         *CURRENT SURVEY CONTROL
 JZ0918  ______________________________________________________________________
 JZ0918* NAD 83(1986) POSITION- 39 14 03.     (N) 084 49 33.     (W)   SCALED
 JZ0918* NAVD 88 ORTHO HEIGHT -   159.042 (meters)      521.79  (feet) ADJUSTED
 JZ0918  ______________________________________________________________________
 JZ0918  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 JZ0918  DYNAMIC HEIGHT  -        158.947 (meters)      521.48  (feet) COMP
 JZ0918  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 JZ0918
 JZ0918  VERT ORDER      -  SECOND    CLASS 0
 JZ0918
 JZ0918.The horizontal coordinates were scaled from a map and have
 JZ0918.an estimated accuracy of +/- 6 seconds.
 JZ0918
 JZ0918.The orthometric height was determined by differential leveling and
 JZ0918.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0918.in June 1991.
 JZ0918
 JZ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0918.GEOID18 height accuracy estimate available here.
 JZ0918
 JZ0918.Click photographs - Photos may exist for this station.
 JZ0918
 JZ0918.The dynamic height is computed by dividing the NAVD 88
 JZ0918.geopotential number by the normal gravity value computed on the
 JZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0918.degrees latitude (g = 980.6199 gals.).
 JZ0918
 JZ0918.The modeled gravity was interpolated from observed gravity values.
 JZ0918
 JZ0918;                    North         East    Units  Estimated Accuracy
 JZ0918;SPC IN E     -   442,830.      172,600.      MT  (+/- 180 meters Scaled)
 JZ0918
 JZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876450(NAD 83)
 JZ0918
 JZ0918                          SUPERSEDED SURVEY CONTROL
 JZ0918
 JZ0918  NGVD 29 (??/??/92)  159.237  (m)          522.43   (f) ADJ UNCH    2 0
 JZ0918
 JZ0918.Superseded values are not recommended for survey control.
 JZ0918
 JZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0918.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0918
 JZ0918_MARKER: S = SPIKE
 JZ0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0918_SP_SET: POPLAR TREE
 JZ0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0918
 JZ0918  HISTORY     - Date     Condition        Report By
 JZ0918  HISTORY     - UNK      MONUMENTED       USGS
 JZ0918  HISTORY     - 1947     GOOD             CGS
 JZ0918
 JZ0918                          STATION DESCRIPTION
 JZ0918
 JZ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0918'2 MI SW FROM HARRISON.
 JZ0918'0.65 MILE SOUTH ALONG THE INDIANA-OHIO STATE LINE ROAD FROM
 JZ0918'THE HARRISON GOSPEL CHAPEL AT HARRISON, THENCE ABOUT 1.3 MILES
 JZ0918'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BRIGHT, AT THE JUNCTION
 JZ0918'OF A FARM LANE LEADING EAST THRU A CREEK, 73 FEET EAST OF THE
 JZ0918'CENTER LINE OF THE MAIN ROAD, 15 FEET NORTH OF THE CENTER LINE
 JZ0918'OF THE FARM LANE, ABOUT 2 FEET BELOW THE ROAD AND 1.5 FEET
 JZ0918'ABOVE THE GROUND.  A RAILROAD SPIKE IN THE WEST FACE OF A TWIN
 JZ0918'28-INCH POPLAR TREE ON THE WEST BANK OF THE CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1233 ***********************************************************************
 KA1233  DESIGNATION -  524
 KA1233  PID         -  KA1233
 KA1233  STATE/COUNTY-  IN/VIGO
 KA1233  COUNTRY     -  US
 KA1233  USGS QUAD   -  TERRE HAUTE (2019)
 KA1233
 KA1233                         *CURRENT SURVEY CONTROL
 KA1233  ______________________________________________________________________
 KA1233* NAD 83(1986) POSITION- 39 24 18.     (N) 087 22 33.     (W)   SCALED
 KA1233* NAVD 88 ORTHO HEIGHT -   159.299 (meters)      522.63  (feet) ADJUSTED
 KA1233  ______________________________________________________________________
 KA1233  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 KA1233  DYNAMIC HEIGHT  -        159.208 (meters)      522.33  (feet) COMP
 KA1233  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 KA1233
 KA1233  VERT ORDER      -  FIRST     CLASS II
 KA1233
 KA1233.The horizontal coordinates were scaled from a map and have
 KA1233.an estimated accuracy of +/- 6 seconds.
 KA1233
 KA1233.The orthometric height was determined by differential leveling and
 KA1233.adjusted by the NATIONAL GEODETIC SURVEY
 KA1233.in June 1991.
 KA1233
 KA1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1233.GEOID18 height accuracy estimate available here.
 KA1233
 KA1233.Click photographs - Photos may exist for this station.
 KA1233
 KA1233.The dynamic height is computed by dividing the NAVD 88
 KA1233.geopotential number by the normal gravity value computed on the
 KA1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1233.degrees latitude (g = 980.6199 gals.).
 KA1233
 KA1233.The modeled gravity was interpolated from observed gravity values.
 KA1233
 KA1233;                    North         East    Units  Estimated Accuracy
 KA1233;SPC IN W     -   461,500.      874,810.      MT  (+/- 180 meters Scaled)
 KA1233
 KA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ676617(NAD 83)
 KA1233
 KA1233                          SUPERSEDED SURVEY CONTROL
 KA1233
 KA1233  NGVD 29 (??/??/92)  159.41   (m)          523.0    (f) COMPUTED    1 2
 KA1233
 KA1233.Superseded values are not recommended for survey control.
 KA1233
 KA1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1233.See file dsdata.pdf to determine how the superseded data were derived.
 KA1233
 KA1233_MARKER: DB = BENCH MARK DISK
 KA1233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1233_SP_SET: HEADWALL
 KA1233_STAMPING: 524
 KA1233_MARK LOGO: USGS
 KA1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1233+STABILITY: SURFACE MOTION
 KA1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1233+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2008
 KA1233
 KA1233  HISTORY     - Date     Condition        Report By
 KA1233  HISTORY     - 1907     MONUMENTED       USGS
 KA1233  HISTORY     - 1946     GOOD             CGS
 KA1233  HISTORY     - 1985     GOOD             NGS
 KA1233  HISTORY     - 20080828 GOOD             PICI
 KA1233  HISTORY     - 20110824 MARK NOT FOUND   INDIV
 KA1233
 KA1233                          STATION DESCRIPTION
 KA1233
 KA1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1233'10.5 MI SE FROM SPRING HILL.
 KA1233'ABOUT 0.5 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 KA1233'AND PACIFIC RAILROAD, FROM THE TOWER AT SPRING HILL, 50 FEET
 KA1233'NORTH OF THE CENTER LINE OF A GRAVEL ROAD CROSSING, 27 FEET
 KA1233'NORTHEAST OF THE CENTER LINE OF THE TRACK, SET IN THE TOP OF
 KA1233'THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A STONE CULVERT,
 KA1233'AND ABOUT LEVEL WITH THE TRACK.  A U.S.G.S. DISK SET IN A DRILL
 KA1233'HOLE.
 KA1233
 KA1233                          STATION RECOVERY (1985)
 KA1233
 KA1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1233'RECOVERED IN GOOD CONDITION.
 KA1233
 KA1233                          STATION RECOVERY (2008)
 KA1233
 KA1233'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 KA1233'RECOVERED IN GOOD CONDITION.
 KA1233
 KA1233                          STATION RECOVERY (2011)
 KA1233
 KA1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (VCL)
 KA1233'DRAINAGE PIPE RECONSTRUCTION, HEADWALL NO LONGER PRESENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0360 ***********************************************************************
 KA0360  DESIGNATION -  526
 KA0360  PID         -  KA0360
 KA0360  STATE/COUNTY-  IN/GREENE
 KA0360  COUNTRY     -  US
 KA0360  USGS QUAD   -  BLOOMFIELD (2019)
 KA0360
 KA0360                         *CURRENT SURVEY CONTROL
 KA0360  ______________________________________________________________________
 KA0360* NAD 83(1986) POSITION- 39 07 07.91   (N) 086 58 31.32   (W)   HD_HELD1
 KA0360* NAVD 88 ORTHO HEIGHT -   160.038 (meters)      525.06  (feet) ADJUSTED
 KA0360  ______________________________________________________________________
 KA0360  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KA0360  DYNAMIC HEIGHT  -        159.942 (meters)      524.74  (feet) COMP
 KA0360  MODELED GRAVITY -    980,027.0   (mgal)                       NAVD 88
 KA0360
 KA0360  VERT ORDER      -  FIRST     CLASS II
 KA0360
 KA0360.The horizontal coordinates were determined by differentially corrected
 KA0360.hand held GPS observations or other comparable positioning techniques
 KA0360.and have an estimated accuracy of +/- 3 meters.
 KA0360
 KA0360.The orthometric height was determined by differential leveling and
 KA0360.adjusted by the NATIONAL GEODETIC SURVEY
 KA0360.in June 1991.
 KA0360
 KA0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0360.GEOID18 height accuracy estimate available here.
 KA0360
 KA0360.Click photographs - Photos may exist for this station.
 KA0360
 KA0360.The dynamic height is computed by dividing the NAVD 88
 KA0360.geopotential number by the normal gravity value computed on the
 KA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0360.degrees latitude (g = 980.6199 gals.).
 KA0360
 KA0360.The modeled gravity was interpolated from observed gravity values.
 KA0360
 KA0360;                    North         East    Units  Estimated Accuracy
 KA0360;SPC IN W     -   429,697.3     909,336.8     MT  (+/- 3 meters HH1 GPS) 
 KA0360
 KA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0212929967(NAD 83)
 KA0360
 KA0360                          SUPERSEDED SURVEY CONTROL
 KA0360
 KA0360  NGVD 29 (??/??/92)  160.171  (m)          525.49   (f) ADJ UNCH    1 2
 KA0360
 KA0360.Superseded values are not recommended for survey control.
 KA0360
 KA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0360.See file dsdata.pdf to determine how the superseded data were derived.
 KA0360
 KA0360_MARKER: DB = BENCH MARK DISK
 KA0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0360_SP_SET: BUILDING
 KA0360_STAMPING: 526 525.511
 KA0360_MARK LOGO: USGS
 KA0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0360
 KA0360  HISTORY     - Date     Condition        Report By
 KA0360  HISTORY     - 1906     MONUMENTED       USGS
 KA0360  HISTORY     - 1946     GOOD             CGS
 KA0360  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0360
 KA0360                          STATION DESCRIPTION
 KA0360
 KA0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0360'AT WORTHINGTON.
 KA0360'AT WORTHINGTON, GREENE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 KA0360'3 POLES NORTHEAST OF MILEPOST 40, AT THE SOUTH CORNER OF THE
 KA0360'TAYLOR BUILDING IN THE SOUTHWEST FACE OF THE BUILDING, 1.5 FEET
 KA0360'NORTHWEST OF THE SOUTHEAST END OF THE SANDSTONE COPING, AND
 KA0360'2 FEET ABOVE THE SIDEWALK.  A UNITES STATES GEOLOGICAL SURVEY
 KA0360'STANDARD DISK, STAMPED 526 525.511 AND SET VERTICALLY.
 KA0360
 KA0360                          STATION RECOVERY (1985)
 KA0360
 KA0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0360'THE BUILDING HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0963 ***********************************************************************
 KA0963  DESIGNATION -  526.662
 KA0963  PID         -  KA0963
 KA0963  STATE/COUNTY-  IN/PARKE
 KA0963  COUNTRY     -  US
 KA0963  USGS QUAD   -  WALLACE (2019)
 KA0963
 KA0963                         *CURRENT SURVEY CONTROL
 KA0963  ______________________________________________________________________
 KA0963* NAD 83(1986) POSITION- 39 53 21.     (N) 087 13 54.     (W)   SCALED
 KA0963* NAVD 88 ORTHO HEIGHT -   160.522 (meters)      526.65  (feet) ADJUSTED
 KA0963  ______________________________________________________________________
 KA0963  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA0963  DYNAMIC HEIGHT  -        160.433 (meters)      526.35  (feet) COMP
 KA0963  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0963
 KA0963  VERT ORDER      -  SECOND    CLASS 0
 KA0963
 KA0963.The horizontal coordinates were scaled from a map and have
 KA0963.an estimated accuracy of +/- 6 seconds.
 KA0963
 KA0963.The orthometric height was determined by differential leveling and
 KA0963.adjusted by the NATIONAL GEODETIC SURVEY
 KA0963.in June 1991.
 KA0963
 KA0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0963.GEOID18 height accuracy estimate available here.
 KA0963
 KA0963.Click photographs - Photos may exist for this station.
 KA0963
 KA0963.The dynamic height is computed by dividing the NAVD 88
 KA0963.geopotential number by the normal gravity value computed on the
 KA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0963.degrees latitude (g = 980.6199 gals.).
 KA0963
 KA0963.The modeled gravity was interpolated from observed gravity values.
 KA0963
 KA0963;                    North         East    Units  Estimated Accuracy
 KA0963;SPC IN W     -   515,220.      887,310.      MT  (+/- 180 meters Scaled)
 KA0963
 KA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801154(NAD 83)
 KA0963
 KA0963                          SUPERSEDED SURVEY CONTROL
 KA0963
 KA0963  NGVD 29 (??/??/92)  160.610  (m)          526.93   (f) ADJ UNCH    2 0
 KA0963
 KA0963.Superseded values are not recommended for survey control.
 KA0963
 KA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0963.See file dsdata.pdf to determine how the superseded data were derived.
 KA0963
 KA0963_MARKER: Q = CHISELED SQUARE
 KA0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0963_SP_SET: BRIDGE
 KA0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0963
 KA0963  HISTORY     - Date     Condition        Report By
 KA0963  HISTORY     - UNK      MONUMENTED       USGS
 KA0963  HISTORY     - 1946     GOOD             CGS
 KA0963
 KA0963                          STATION DESCRIPTION
 KA0963
 KA0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0963'9.1 MI N FROM ROCKVILLE.
 KA0963'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0963'AT ROCKVILLE, THENCE ABOUT 8.75 MILES NORTH ALONG U.S. HIGHWAY
 KA0963'41, SET IN THE EAST CONCRETE FOOTING OF THE GUARD RAIL OF A
 KA0963'LARGE BRIDGE OVER SUGAR CREEK, 10 FEET SOUTH OF THE NORTH END OF
 KA0963'THE RAILING, 11 FEET EAST OF THE CENTER LINE OF THE BRIDGE
 KA0963'FLOOR, 8.4 FEET SOUTH OF U.S.C. AND G.S. BENCH MARK V 101, AND
 KA0963'ABOUT 0.6 FOOT ABOVE THE BRIDGE FLOOR LEVEL.  A 1.5-INCH CHISELED
 KA0963'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1338 ***********************************************************************
 JA1338  DESIGNATION -  53 A BOLT
 JA1338  PID         -  JA1338
 JA1338  STATE/COUNTY-  IN/KNOX
 JA1338  COUNTRY     -  US
 JA1338  USGS QUAD   -  VINCENNES (2019)
 JA1338
 JA1338                         *CURRENT SURVEY CONTROL
 JA1338  ______________________________________________________________________
 JA1338* NAD 83(1986) POSITION- 38 39 23.64   (N) 087 35 53.36   (W)   HD_HELD1
 JA1338* NAVD 88 ORTHO HEIGHT -   123.815 (meters)      406.22  (feet) ADJUSTED
 JA1338  ______________________________________________________________________
 JA1338  GEOID HEIGHT    -        -31.662 (meters)                     GEOID18
 JA1338  DYNAMIC HEIGHT  -        123.739 (meters)      405.97  (feet) COMP
 JA1338  MODELED GRAVITY -    980,010.3   (mgal)                       NAVD 88
 JA1338
 JA1338  VERT ORDER      -  FIRST     CLASS II
 JA1338
 JA1338.The horizontal coordinates were determined by differentially corrected
 JA1338.hand held GPS observations or other comparable positioning techniques
 JA1338.and have an estimated accuracy of +/- 3 meters.
 JA1338
 JA1338.The orthometric height was determined by differential leveling and
 JA1338.adjusted by the NATIONAL GEODETIC SURVEY
 JA1338.in June 1991.
 JA1338
 JA1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1338.GEOID18 height accuracy estimate available here.
 JA1338
 JA1338.Click photographs - Photos may exist for this station.
 JA1338
 JA1338.The dynamic height is computed by dividing the NAVD 88
 JA1338.geopotential number by the normal gravity value computed on the
 JA1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1338.degrees latitude (g = 980.6199 gals.).
 JA1338
 JA1338.The modeled gravity was interpolated from observed gravity values.
 JA1338
 JA1338;                    North         East    Units  Estimated Accuracy
 JA1338;SPC IN W     -   378,498.0     855,189.4     MT  (+/- 3 meters HH1 GPS) 
 JA1338
 JA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4795478836(NAD 83)
 JA1338
 JA1338                          SUPERSEDED SURVEY CONTROL
 JA1338
 JA1338  NGVD 29 (??/??/92)  123.95   (m)          406.7    (f) COMPUTED    1 2
 JA1338
 JA1338.Superseded values are not recommended for survey control.
 JA1338
 JA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1338.See file dsdata.pdf to determine how the superseded data were derived.
 JA1338
 JA1338_MARKER: B = BOLT
 JA1338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1338_STAMPING: 53 A
 JA1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1338
 JA1338  HISTORY     - Date     Condition        Report By
 JA1338  HISTORY     - UNK      MONUMENTED       USACE
 JA1338  HISTORY     - 1954     GOOD             CGS
 JA1338
 JA1338                          STATION DESCRIPTION
 JA1338
 JA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1338'3.9 MI SW FROM VINCENNES.
 JA1338'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1338'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS STATE MEMORIAL
 JA1338'AT VINCENNES, LOCATED IN THE SOUTHEAST PART OF A GROVE OF BLACK
 JA1338'LOCUST TREES, 218 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 347
 JA1338'FEET NORTHEAST AND ACROSS ROAD FROM THE NORTHEAST CORNER OF
 JA1338'MEINORD KLINE RESIDENCE, 235 FEET NORTHEAST OF CENTER OF JUNCTION
 JA1338'OF GRAVEL ROAD AND A ROAD LEADING SOUTHWEST PARALLEL TO LEVEE
 JA1338'ALONG RIVER, 136 FEET WEST OF A NORTH-SOUTH FENCE LINE, ABOUT
 JA1338'3 1/2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1337 ***********************************************************************
 JA1337  DESIGNATION -  53 A CAP
 JA1337  PID         -  JA1337
 JA1337  STATE/COUNTY-  IN/KNOX
 JA1337  COUNTRY     -  US
 JA1337  USGS QUAD   -  VINCENNES (2019)
 JA1337
 JA1337                         *CURRENT SURVEY CONTROL
 JA1337  ______________________________________________________________________
 JA1337* NAD 83(1986) POSITION- 38 39 23.64   (N) 087 35 53.36   (W)   HD_HELD1
 JA1337* NAVD 88 ORTHO HEIGHT -   125.048 (meters)      410.26  (feet) ADJUSTED
 JA1337  ______________________________________________________________________
 JA1337  GEOID HEIGHT    -        -31.662 (meters)                     GEOID18
 JA1337  DYNAMIC HEIGHT  -        124.971 (meters)      410.01  (feet) COMP
 JA1337  MODELED GRAVITY -    980,010.3   (mgal)                       NAVD 88
 JA1337
 JA1337  VERT ORDER      -  FIRST     CLASS II
 JA1337
 JA1337.The horizontal coordinates were determined by differentially corrected
 JA1337.hand held GPS observations or other comparable positioning techniques
 JA1337.and have an estimated accuracy of +/- 3 meters.
 JA1337
 JA1337.The orthometric height was determined by differential leveling and
 JA1337.adjusted by the NATIONAL GEODETIC SURVEY
 JA1337.in June 1991.
 JA1337
 JA1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1337.GEOID18 height accuracy estimate available here.
 JA1337
 JA1337.Click photographs - Photos may exist for this station.
 JA1337
 JA1337.The dynamic height is computed by dividing the NAVD 88
 JA1337.geopotential number by the normal gravity value computed on the
 JA1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1337.degrees latitude (g = 980.6199 gals.).
 JA1337
 JA1337.The modeled gravity was interpolated from observed gravity values.
 JA1337
 JA1337;                    North         East    Units  Estimated Accuracy
 JA1337;SPC IN W     -   378,498.0     855,189.4     MT  (+/- 3 meters HH1 GPS) 
 JA1337
 JA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4795478836(NAD 83)
 JA1337
 JA1337                          SUPERSEDED SURVEY CONTROL
 JA1337
 JA1337  NGVD 29 (??/??/92)  125.182  (m)          410.70   (f) ADJ UNCH    1 2
 JA1337
 JA1337.Superseded values are not recommended for survey control.
 JA1337
 JA1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1337.See file dsdata.pdf to determine how the superseded data were derived.
 JA1337
 JA1337_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1337_STAMPING: 53 A
 JA1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1337
 JA1337  HISTORY     - Date     Condition        Report By
 JA1337  HISTORY     - UNK      MONUMENTED       USACE
 JA1337  HISTORY     - 1954     GOOD             CGS
 JA1337
 JA1337                          STATION DESCRIPTION
 JA1337
 JA1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1337'3.9 MI SW FROM VINCENNES.
 JA1337'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1337'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1337'AT VINCENNES, LOCATED IN THE SOUTHEAST PART OF A GROVE OF BLACK
 JA1337'LOCUST TREES, 218 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 347
 JA1337'FEET NORTHEAST AND ACROSS ROAD FROM THE NORTHEAST CORNER OF
 JA1337'MEINORD KLINE RESIDENCE, 235 FEET NORTHEAST OF CENTER OF JUNCTION
 JA1337'OF GRAVEL ROAD AND A ROAD LEADING SOUTHWEST PARALLEL TO LEVEE
 JA1337'ALONG RIVER, 136 FEET WEST OF A NORTH-SOUTH FENCE LINE, ABOUT
 JA1337'3 1/2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. CAP ON A 4-INCH
 JA1337'IRON PIPE AND PROJECTING 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1795 ***********************************************************************
 LA1795  DESIGNATION -  53 M
 LA1795  PID         -  LA1795
 LA1795  STATE/COUNTY-  IN/WABASH
 LA1795  COUNTRY     -  US
 LA1795  USGS QUAD   -  PEORIA (2019)
 LA1795
 LA1795                         *CURRENT SURVEY CONTROL
 LA1795  ______________________________________________________________________
 LA1795* NAD 83(1986) POSITION- 40 40 02.     (N) 085 53 19.     (W)   SCALED
 LA1795* NAVD 88 ORTHO HEIGHT -   244.359 (meters)      801.70  (feet) ADJUSTED
 LA1795  ______________________________________________________________________
 LA1795  GEOID HEIGHT    -        -34.351 (meters)                     GEOID18
 LA1795  DYNAMIC HEIGHT  -        244.238 (meters)      801.30  (feet) COMP
 LA1795  MODELED GRAVITY -    980,124.8   (mgal)                       NAVD 88
 LA1795
 LA1795  VERT ORDER      -  SECOND    CLASS 0
 LA1795
 LA1795.The horizontal coordinates were scaled from a map and have
 LA1795.an estimated accuracy of +/- 6 seconds.
 LA1795
 LA1795.The orthometric height was determined by differential leveling and
 LA1795.adjusted by the NATIONAL GEODETIC SURVEY
 LA1795.in June 1991.
 LA1795
 LA1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1795.GEOID18 height accuracy estimate available here.
 LA1795
 LA1795.Click photographs - Photos may exist for this station.
 LA1795
 LA1795.The dynamic height is computed by dividing the NAVD 88
 LA1795.geopotential number by the normal gravity value computed on the
 LA1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1795.degrees latitude (g = 980.6199 gals.).
 LA1795
 LA1795.The modeled gravity was interpolated from observed gravity values.
 LA1795
 LA1795;                    North         East    Units  Estimated Accuracy
 LA1795;SPC IN E     -   601,630.       81,230.      MT  (+/- 180 meters Scaled)
 LA1795
 LA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939024(NAD 83)
 LA1795
 LA1795                          SUPERSEDED SURVEY CONTROL
 LA1795
 LA1795  NGVD 29 (??/??/92)  244.484  (m)          802.11   (f) ADJ UNCH    2 0
 LA1795
 LA1795.Superseded values are not recommended for survey control.
 LA1795
 LA1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1795.See file dsdata.pdf to determine how the superseded data were derived.
 LA1795
 LA1795_MARKER: DD = SURVEY DISK
 LA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1795_STAMPING: 53 M 802 1945
 LA1795_MARK LOGO: USGS
 LA1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1795+STABILITY: SURFACE MOTION
 LA1795
 LA1795  HISTORY     - Date     Condition        Report By
 LA1795  HISTORY     - 1945     MONUMENTED       USGS
 LA1795  HISTORY     - 1946     GOOD             CGS
 LA1795
 LA1795                          STATION DESCRIPTION
 LA1795
 LA1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1795'2.2 MI W FROM SOMERSET.
 LA1795'ABOUT 2.25 MILES WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1795'POST OFFICE AT SOMERSET, ABOUT 0.15 MILE NORTHWEST OF THE
 LA1795'JUNCTION OF A ROAD LEADING WEST, ABOUT 85 YARDS NORTHWEST OF
 LA1795'THE NORTH CORNER OF A BARN, AT A WOODEN GATE IN THE SOUTHWEST
 LA1795'RIGHT OF WAY FENCE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LA1795'TRAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE WAY
 LA1795'TO THE BARN YARD, 14 FEET NORTHWEST OF THE NORTHWEST GATE POST,
 LA1795'1 FOOT NORTHEAST OF THE FENCE LINE, AND SET IN THE TOP OF A
 LA1795'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0967 ***********************************************************************
 KA0967  DESIGNATION -  539.775
 KA0967  PID         -  KA0967
 KA0967  STATE/COUNTY-  IN/PARKE
 KA0967  COUNTRY     -  US
 KA0967  USGS QUAD   -  WALLACE (2019)
 KA0967
 KA0967                         *CURRENT SURVEY CONTROL
 KA0967  ______________________________________________________________________
 KA0967* NAD 83(1986) POSITION- 39 54 42.     (N) 087 14 32.     (W)   SCALED
 KA0967* NAVD 88 ORTHO HEIGHT -   164.508 (meters)      539.72  (feet) ADJUSTED
 KA0967  ______________________________________________________________________
 KA0967  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0967  DYNAMIC HEIGHT  -        164.418 (meters)      539.43  (feet) COMP
 KA0967  MODELED GRAVITY -    980,072.8   (mgal)                       NAVD 88
 KA0967
 KA0967  VERT ORDER      -  SECOND    CLASS 0
 KA0967
 KA0967.The horizontal coordinates were scaled from a map and have
 KA0967.an estimated accuracy of +/- 6 seconds.
 KA0967
 KA0967.The orthometric height was determined by differential leveling and
 KA0967.adjusted by the NATIONAL GEODETIC SURVEY
 KA0967.in June 1991.
 KA0967
 KA0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0967.GEOID18 height accuracy estimate available here.
 KA0967
 KA0967.Click photographs - Photos may exist for this station.
 KA0967
 KA0967.The dynamic height is computed by dividing the NAVD 88
 KA0967.geopotential number by the normal gravity value computed on the
 KA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0967.degrees latitude (g = 980.6199 gals.).
 KA0967
 KA0967.The modeled gravity was interpolated from observed gravity values.
 KA0967
 KA0967;                    North         East    Units  Estimated Accuracy
 KA0967;SPC IN W     -   517,720.      886,420.      MT  (+/- 180 meters Scaled)
 KA0967
 KA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792179(NAD 83)
 KA0967
 KA0967                          SUPERSEDED SURVEY CONTROL
 KA0967
 KA0967  NGVD 29 (??/??/92)  164.594  (m)          540.01   (f) ADJ UNCH    2 0
 KA0967
 KA0967.Superseded values are not recommended for survey control.
 KA0967
 KA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0967.See file dsdata.pdf to determine how the superseded data were derived.
 KA0967
 KA0967_MARKER: Q = CHISELED SQUARE
 KA0967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0967_SP_SET: CULVERT HEADWALL
 KA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0967+STABILITY: SURFACE MOTION
 KA0967
 KA0967  HISTORY     - Date     Condition        Report By
 KA0967  HISTORY     - UNK      MONUMENTED       USGS
 KA0967  HISTORY     - 1946     GOOD             CGS
 KA0967
 KA0967                          STATION DESCRIPTION
 KA0967
 KA0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0967'9.2 MI S FROM STEAM CORNER.
 KA0967'ABOUT 9.15 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0967'AT STEAM CORNER, AT THE JUNCTION OF AND ABOUT IN LINE WITH THE
 KA0967'CENTER LINE OF A ROAD LEADING EAST, 18 FEET WEST OF THE CENTER
 KA0967'LINE OF THE HIGHWAY, 20.5 FEET NORTHEAST OF U.S.G.S. B. M. 540 21M,
 KA0967'AND SET IN THE TOP AND IN THE APPROXIMATE CENTER OF THE WEST
 KA0967'CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT.  A CHISELED
 KA0967'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1344 ***********************************************************************
 JA1344  DESIGNATION -  54 A BOLT
 JA1344  PID         -  JA1344
 JA1344  STATE/COUNTY-  IN/KNOX
 JA1344  COUNTRY     -  US
 JA1344  USGS QUAD   -  VINCENNES (2019)
 JA1344
 JA1344                         *CURRENT SURVEY CONTROL
 JA1344  ______________________________________________________________________
 JA1344* NAD 83(1986) POSITION- 38 38 03.     (N) 087 36 36.     (W)   SCALED
 JA1344* NAVD 88 ORTHO HEIGHT -   123.137 (meters)      403.99  (feet) ADJUSTED
 JA1344  ______________________________________________________________________
 JA1344  GEOID HEIGHT    -        -31.626 (meters)                     GEOID18
 JA1344  DYNAMIC HEIGHT  -        123.061 (meters)      403.74  (feet) COMP
 JA1344  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 JA1344
 JA1344  VERT ORDER      -  FIRST     CLASS II
 JA1344
 JA1344.The horizontal coordinates were scaled from a map and have
 JA1344.an estimated accuracy of +/- 6 seconds.
 JA1344
 JA1344.The orthometric height was determined by differential leveling and
 JA1344.adjusted by the NATIONAL GEODETIC SURVEY
 JA1344.in June 1991.
 JA1344
 JA1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1344.GEOID18 height accuracy estimate available here.
 JA1344
 JA1344.Click photographs - Photos may exist for this station.
 JA1344
 JA1344.The dynamic height is computed by dividing the NAVD 88
 JA1344.geopotential number by the normal gravity value computed on the
 JA1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1344.degrees latitude (g = 980.6199 gals.).
 JA1344
 JA1344.The modeled gravity was interpolated from observed gravity values.
 JA1344
 JA1344;                    North         East    Units  Estimated Accuracy
 JA1344;SPC IN W     -   376,020.      854,140.      MT  (+/- 180 meters Scaled)
 JA1344
 JA1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH469763(NAD 83)
 JA1344
 JA1344                          SUPERSEDED SURVEY CONTROL
 JA1344
 JA1344  NGVD 29 (??/??/92)  123.27   (m)          404.4    (f) COMPUTED    1 2
 JA1344
 JA1344.Superseded values are not recommended for survey control.
 JA1344
 JA1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1344.See file dsdata.pdf to determine how the superseded data were derived.
 JA1344
 JA1344_MARKER: B = BOLT
 JA1344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1344_STAMPING: 54 A
 JA1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1344
 JA1344  HISTORY     - Date     Condition        Report By
 JA1344  HISTORY     - UNK      MONUMENTED       USACE
 JA1344  HISTORY     - 1954     GOOD             CGS
 JA1344
 JA1344                          STATION DESCRIPTION
 JA1344
 JA1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1344'5.8 MI SW FROM VINCENNES.
 JA1344'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1344'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1344'AT VINCENNES, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD
 JA1344'FOLLOWING RIVER LEVEE, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A
 JA1344'FARM ROAD FOLLOWING OLD LEVEE, THENCE ABOUT 0.45 MILE SOUTHWEST
 JA1344'ALONG A GRAVEL ROAD, ABOUT 0.25 MILE NORTHEAST OF A POINT WHERE
 JA1344'ROAD TURNS NORTHEAST AWAY FROM RIVER LEVEE AND FOLLOWS LEVEE TO
 JA1344'THE SOUTH, ABOUT 0.25 MILE SOUTHWEST AND ACROSS ROAD FROM A LONE
 JA1344'CONCRETE SILO ON A CULTIVATED FIELD, 9 FEET SOUTHEAST OF CENTER
 JA1344'LINE OF ROAD, 82 FEET NORTH AND ACROSS A CULTIVATED FIELD FROM A
 JA1344'TRIANGULAR BLAZED 24-INCH ASH TREE WHICH IS ON THE NORTH SIDE OF
 JA1344'A WOODED SWAMPY AREA SURROUNDED BY CULTIVATED FIELDS, ABOUT 35
 JA1344'YARDS NORTHEAST OF A NARROW POINT OF CULTIVATED FIELD BETWEEN
 JA1344'THE ROAD AND SWAMPY AREA, 1 1/2 FEET NORTHEAST OF WHITE WOODEN
 JA1344'WITNESS POST, ABOUT LEVEL WITH ROAD AND IS A U.S.E. BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1343 ***********************************************************************
 JA1343  DESIGNATION -  54 A CAP
 JA1343  PID         -  JA1343
 JA1343  STATE/COUNTY-  IN/KNOX
 JA1343  COUNTRY     -  US
 JA1343  USGS QUAD   -  VINCENNES (2019)
 JA1343
 JA1343                         *CURRENT SURVEY CONTROL
 JA1343  ______________________________________________________________________
 JA1343* NAD 83(1986) POSITION- 38 38 03.     (N) 087 36 36.     (W)   SCALED
 JA1343* NAVD 88 ORTHO HEIGHT -   124.378 (meters)      408.06  (feet) ADJUSTED
 JA1343  ______________________________________________________________________
 JA1343  GEOID HEIGHT    -        -31.626 (meters)                     GEOID18
 JA1343  DYNAMIC HEIGHT  -        124.301 (meters)      407.81  (feet) COMP
 JA1343  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 JA1343
 JA1343  VERT ORDER      -  FIRST     CLASS II
 JA1343
 JA1343.The horizontal coordinates were scaled from a map and have
 JA1343.an estimated accuracy of +/- 6 seconds.
 JA1343
 JA1343.The orthometric height was determined by differential leveling and
 JA1343.adjusted by the NATIONAL GEODETIC SURVEY
 JA1343.in June 1991.
 JA1343
 JA1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1343.GEOID18 height accuracy estimate available here.
 JA1343
 JA1343.Click photographs - Photos may exist for this station.
 JA1343
 JA1343.The dynamic height is computed by dividing the NAVD 88
 JA1343.geopotential number by the normal gravity value computed on the
 JA1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1343.degrees latitude (g = 980.6199 gals.).
 JA1343
 JA1343.The modeled gravity was interpolated from observed gravity values.
 JA1343
 JA1343;                    North         East    Units  Estimated Accuracy
 JA1343;SPC IN W     -   376,020.      854,140.      MT  (+/- 180 meters Scaled)
 JA1343
 JA1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH469763(NAD 83)
 JA1343
 JA1343                          SUPERSEDED SURVEY CONTROL
 JA1343
 JA1343  NGVD 29 (??/??/92)  124.520  (m)          408.53   (f) ADJ UNCH    1 2
 JA1343
 JA1343.Superseded values are not recommended for survey control.
 JA1343
 JA1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1343.See file dsdata.pdf to determine how the superseded data were derived.
 JA1343
 JA1343_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1343_STAMPING: 54 A
 JA1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1343
 JA1343  HISTORY     - Date     Condition        Report By
 JA1343  HISTORY     - UNK      MONUMENTED       USACE
 JA1343  HISTORY     - 1954     GOOD             CGS
 JA1343
 JA1343                          STATION DESCRIPTION
 JA1343
 JA1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1343'5.8 MI SW FROM VINCENNES.
 JA1343'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1343'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1343'AT VINCENNES, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD
 JA1343'FOLLOWING RIVER LEVEE, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A
 JA1343'FARM ROAD FOLLOWING OLD LEVEE, THENCE ABOUT 0.45 MILE SOUTHWEST
 JA1343'ALONG A GRAVEL ROAD, ABOUT 0.25 MILE NORTHEAST OF A POINT WHERE
 JA1343'ROAD TURNS NORTHEAST AWAY FROM RIVER LEVEE AND FOLLOWS LEVEE TO
 JA1343'THE SOUTH, ABOUT 0.25 MILE SOUTHWEST AND ACROSS ROAD FROM A LONE
 JA1343'CONCRETE SILO ON A CULTIVATED FIELD, 9 FEET SOUTHEAST OF CENTER
 JA1343'LINE OF ROAD, 82 FEET NORTH AND ACROSS A CULTIVATED FIELD FROM
 JA1343'A TRIANGULAR BLAZED 24-INCH ASH TREE WHICH IS ON THE NORTH SIDE
 JA1343'OF A WOODED SWAMPY AREA SURROUNED BY CULTIVATED FIELDS, ABOUT
 JA1343'35 YARDS NORTHEAST OF A NARROW POINT OF CULTIVATED FIELD BETWEEN
 JA1343'THE ROAD AND SWAMPY AREA, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 JA1343'WITNESS POST, ABOUT LEVEL WITH ROAD AND IS A U.S.E. CAP ON TOP
 JA1343'OF A 4-INCH IRON PIPE AND PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1341 ***********************************************************************
 JA1341  DESIGNATION -  54 B BOLT
 JA1341  PID         -  JA1341
 JA1341  STATE/COUNTY-  IN/KNOX
 JA1341  COUNTRY     -  US
 JA1341  USGS QUAD   -  VINCENNES (2019)
 JA1341
 JA1341                         *CURRENT SURVEY CONTROL
 JA1341  ______________________________________________________________________
 JA1341* NAD 83(1986) POSITION- 38 38 31.95   (N) 087 36 17.44   (W)   HD_HELD1
 JA1341* NAVD 88 ORTHO HEIGHT -   126.357 (meters)      414.56  (feet) ADJUSTED
 JA1341  ______________________________________________________________________
 JA1341  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 JA1341  DYNAMIC HEIGHT  -        126.279 (meters)      414.30  (feet) COMP
 JA1341  MODELED GRAVITY -    980,009.3   (mgal)                       NAVD 88
 JA1341
 JA1341  VERT ORDER      -  FIRST     CLASS II
 JA1341
 JA1341.The horizontal coordinates were determined by differentially corrected
 JA1341.hand held GPS observations or other comparable positioning techniques
 JA1341.and have an estimated accuracy of +/- 3 meters.
 JA1341
 JA1341.The orthometric height was determined by differential leveling and
 JA1341.adjusted by the NATIONAL GEODETIC SURVEY
 JA1341.in June 1991.
 JA1341
 JA1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1341.GEOID18 height accuracy estimate available here.
 JA1341
 JA1341.Click photographs - Photos may exist for this station.
 JA1341
 JA1341.The dynamic height is computed by dividing the NAVD 88
 JA1341.geopotential number by the normal gravity value computed on the
 JA1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1341.degrees latitude (g = 980.6199 gals.).
 JA1341
 JA1341.The modeled gravity was interpolated from observed gravity values.
 JA1341
 JA1341;                    North         East    Units  Estimated Accuracy
 JA1341;SPC IN W     -   376,907.5     854,598.1     MT  (+/- 3 meters HH1 GPS) 
 JA1341
 JA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4736277246(NAD 83)
 JA1341
 JA1341                          SUPERSEDED SURVEY CONTROL
 JA1341
 JA1341  NGVD 29 (??/??/92)  126.492  (m)          415.00   (f) ADJ UNCH    1 2
 JA1341
 JA1341.Superseded values are not recommended for survey control.
 JA1341
 JA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1341.See file dsdata.pdf to determine how the superseded data were derived.
 JA1341
 JA1341_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1341_STAMPING: 54 B
 JA1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1341
 JA1341  HISTORY     - Date     Condition        Report By
 JA1341  HISTORY     - UNK      MONUMENTED       USACE
 JA1341  HISTORY     - 1954     GOOD             CGS
 JA1341
 JA1341                          STATION DESCRIPTION
 JA1341
 JA1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1341'5 MI SW FROM VINCENNES.
 JA1341'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1341'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1341'AT VINCENNES, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD
 JA1341'FOLLOWING RIVER LEVEE, LOCATED ON TOP OF THE OLD LEVEE, AT THE
 JA1341'FIRST TURN IN OLD LEVEE SOUTHEAST OF THE NEW LEVEE (THE OLD
 JA1341'LEVEE EXTENDS NORTHWEST AND EAST AT THIS POINT), 24 FEET
 JA1341'NORTHEAST OF CENTER LINE OF DIRT ROAD PARALLELING OLD LEVEE, 363
 JA1341'FEET SOUTHEAST OF CENTER LINE OF ROAD AT POINT WHERE ROAD CROSSES
 JA1341'THE OLD LEVEE AT FOOT OF NEW LEVEE, 20 FEET NORTHWEST OF A
 JA1341'TRIANGULAR BLAZED 12-INCH PECAN TREE, ABOUT 10 FEET ABOVE LEVEL
 JA1341'OF ROAD AND IS A U.S.E BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1340 ***********************************************************************
 JA1340  DESIGNATION -  54 B CAP
 JA1340  PID         -  JA1340
 JA1340  STATE/COUNTY-  IN/KNOX
 JA1340  COUNTRY     -  US
 JA1340  USGS QUAD   -  VINCENNES (2019)
 JA1340
 JA1340                         *CURRENT SURVEY CONTROL
 JA1340  ______________________________________________________________________
 JA1340* NAD 83(1986) POSITION- 38 38 31.95   (N) 087 36 17.44   (W)   HD_HELD1
 JA1340* NAVD 88 ORTHO HEIGHT -   127.590 (meters)      418.60  (feet) ADJUSTED
 JA1340  ______________________________________________________________________
 JA1340  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 JA1340  DYNAMIC HEIGHT  -        127.511 (meters)      418.34  (feet) COMP
 JA1340  MODELED GRAVITY -    980,009.3   (mgal)                       NAVD 88
 JA1340
 JA1340  VERT ORDER      -  FIRST     CLASS II
 JA1340
 JA1340.The horizontal coordinates were determined by differentially corrected
 JA1340.hand held GPS observations or other comparable positioning techniques
 JA1340.and have an estimated accuracy of +/- 3 meters.
 JA1340
 JA1340.The orthometric height was determined by differential leveling and
 JA1340.adjusted by the NATIONAL GEODETIC SURVEY
 JA1340.in June 1991.
 JA1340
 JA1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1340.GEOID18 height accuracy estimate available here.
 JA1340
 JA1340.Click photographs - Photos may exist for this station.
 JA1340
 JA1340.The dynamic height is computed by dividing the NAVD 88
 JA1340.geopotential number by the normal gravity value computed on the
 JA1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1340.degrees latitude (g = 980.6199 gals.).
 JA1340
 JA1340.The modeled gravity was interpolated from observed gravity values.
 JA1340
 JA1340;                    North         East    Units  Estimated Accuracy
 JA1340;SPC IN W     -   376,907.5     854,598.1     MT  (+/- 3 meters HH1 GPS) 
 JA1340
 JA1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4736277246(NAD 83)
 JA1340
 JA1340                          SUPERSEDED SURVEY CONTROL
 JA1340
 JA1340  NGVD 29 (??/??/92)  127.723  (m)          419.04   (f) ADJ UNCH    1 2
 JA1340
 JA1340.Superseded values are not recommended for survey control.
 JA1340
 JA1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1340.See file dsdata.pdf to determine how the superseded data were derived.
 JA1340
 JA1340_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1340_STAMPING: 54 B
 JA1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1340
 JA1340  HISTORY     - Date     Condition        Report By
 JA1340  HISTORY     - UNK      MONUMENTED       USACE
 JA1340  HISTORY     - 1954     GOOD             CGS
 JA1340
 JA1340                          STATION DESCRIPTION
 JA1340
 JA1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1340'5 MI SW FROM VINCENNES.
 JA1340'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1340'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1340'AT VINCENNES, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD
 JA1340'FOLLOWING RIVER LEVEE, LOCATED ON TOP OF THE OLD LEVEE, AT THE
 JA1340'FIRST TURN IN OLD LEVEE SOUTHEAST OF THE NEW LEVEE (THE OLD
 JA1340'LEVEE EXTENDS NORTHWEST AND EAST AT THIS POINT), 24 FEET
 JA1340'NORTHEAST OF CENTER LINE OF DIRT ROAD PARALLELING OLD LEVEE, 363
 JA1340'FEET SOUTHEAST OF CENTER LINE OF ROAD AT POINT WHERE ROAD
 JA1340'CROSSES THE OLD LEVEE AT FOOT OF NEW LEVEE, 20 FEET NORTHWEST OF
 JA1340'A TRIANGULAR BLAZED 12-INCH PECAN TREE, ABOUT 10 FEET ABOVE
 JA1340'LEVEL OF ROAD AND IS A U.S.E. CAP ON TOP OF A 4-INCH IRON PIPE
 JA1340'AND PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1790 ***********************************************************************
 LA1790  DESIGNATION -  54 M
 LA1790  PID         -  LA1790
 LA1790  STATE/COUNTY-  IN/WABASH
 LA1790  COUNTRY     -  US
 LA1790  USGS QUAD   -  PEORIA (2019)
 LA1790
 LA1790                         *CURRENT SURVEY CONTROL
 LA1790  ______________________________________________________________________
 LA1790* NAD 83(1986) POSITION- 40 40 55.     (N) 085 55 14.     (W)   SCALED
 LA1790* NAVD 88 ORTHO HEIGHT -   243.855 (meters)      800.05  (feet) ADJUSTED
 LA1790  ______________________________________________________________________
 LA1790  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LA1790  DYNAMIC HEIGHT  -        243.735 (meters)      799.65  (feet) COMP
 LA1790  MODELED GRAVITY -    980,127.7   (mgal)                       NAVD 88
 LA1790
 LA1790  VERT ORDER      -  SECOND    CLASS 0
 LA1790
 LA1790.The horizontal coordinates were scaled from a map and have
 LA1790.an estimated accuracy of +/- 6 seconds.
 LA1790
 LA1790.The orthometric height was determined by differential leveling and
 LA1790.adjusted by the NATIONAL GEODETIC SURVEY
 LA1790.in June 1991.
 LA1790
 LA1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1790.GEOID18 height accuracy estimate available here.
 LA1790
 LA1790.Click photographs - Photos may exist for this station.
 LA1790
 LA1790.The dynamic height is computed by dividing the NAVD 88
 LA1790.geopotential number by the normal gravity value computed on the
 LA1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1790.degrees latitude (g = 980.6199 gals.).
 LA1790
 LA1790.The modeled gravity was interpolated from observed gravity values.
 LA1790
 LA1790;                    North         East    Units  Estimated Accuracy
 LA1790;SPC IN E     -   603,270.       78,540.      MT  (+/- 180 meters Scaled)
 LA1790
 LA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL912040(NAD 83)
 LA1790
 LA1790                          SUPERSEDED SURVEY CONTROL
 LA1790
 LA1790  NGVD 29 (??/??/92)  243.980  (m)          800.46   (f) ADJ UNCH    2 0
 LA1790
 LA1790.Superseded values are not recommended for survey control.
 LA1790
 LA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1790.See file dsdata.pdf to determine how the superseded data were derived.
 LA1790
 LA1790_MARKER: DD = SURVEY DISK
 LA1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1790_STAMPING: 54 M 801 1945
 LA1790_MARK LOGO: USGS
 LA1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1790+STABILITY: SURFACE MOTION
 LA1790
 LA1790  HISTORY     - Date     Condition        Report By
 LA1790  HISTORY     - 1945     MONUMENTED       USGS
 LA1790  HISTORY     - 1946     GOOD             CGS
 LA1790  HISTORY     - 1961     GOOD             CGS
 LA1790
 LA1790                          STATION DESCRIPTION
 LA1790
 LA1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1790'3.6 MI SE FROM PEORIA.
 LA1790'ABOUT 3.6 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1790'BENDERS STORE AT PEORIA, ABOUT 0.2 MILE SOUTHEAST OF A TWO
 LA1790'STORY BRICK HOUSE ON THE SOUTHWEST SIDE OF THE TRAIL, AT THE
 LA1790'JUNCTION OF A ROAD LEADING SOUTH, 46 FEET EAST OF THE CENTER
 LA1790'LINE OF THE SIDE ROAD, 20 FEET NORTHEAST OF AN 8 BY 8 INCH
 LA1790'GATE POST, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL,
 LA1790'12 FEET NORTHEAST OF A FIELD ENTRANCE, ABOUT 2.5 FEET ABOVE THE
 LA1790'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1790
 LA1790                          STATION RECOVERY (1961)
 LA1790
 LA1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0964 ***********************************************************************
 KA0964  DESIGNATION -  543.584
 KA0964  PID         -  KA0964
 KA0964  STATE/COUNTY-  IN/PARKE
 KA0964  COUNTRY     -  US
 KA0964  USGS QUAD   -  WALLACE (2019)
 KA0964
 KA0964                         *CURRENT SURVEY CONTROL
 KA0964  ______________________________________________________________________
 KA0964* NAD 83(1986) POSITION- 39 53 55.     (N) 087 14 07.     (W)   SCALED
 KA0964* NAVD 88 ORTHO HEIGHT -   165.981 (meters)      544.56  (feet) ADJUSTED
 KA0964  ______________________________________________________________________
 KA0964  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 KA0964  DYNAMIC HEIGHT  -        165.889 (meters)      544.25  (feet) COMP
 KA0964  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 KA0964
 KA0964  VERT ORDER      -  SECOND    CLASS 0
 KA0964
 KA0964.The horizontal coordinates were scaled from a map and have
 KA0964.an estimated accuracy of +/- 6 seconds.
 KA0964
 KA0964.The orthometric height was determined by differential leveling and
 KA0964.adjusted by the NATIONAL GEODETIC SURVEY
 KA0964.in June 1991.
 KA0964
 KA0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0964.GEOID18 height accuracy estimate available here.
 KA0964
 KA0964.Click photographs - Photos may exist for this station.
 KA0964
 KA0964.The dynamic height is computed by dividing the NAVD 88
 KA0964.geopotential number by the normal gravity value computed on the
 KA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0964.degrees latitude (g = 980.6199 gals.).
 KA0964
 KA0964.The modeled gravity was interpolated from observed gravity values.
 KA0964
 KA0964;                    North         East    Units  Estimated Accuracy
 KA0964;SPC IN W     -   516,270.      887,010.      MT  (+/- 180 meters Scaled)
 KA0964
 KA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798165(NAD 83)
 KA0964
 KA0964                          SUPERSEDED SURVEY CONTROL
 KA0964
 KA0964  NGVD 29 (??/??/92)  166.068  (m)          544.84   (f) ADJ UNCH    2 0
 KA0964
 KA0964.Superseded values are not recommended for survey control.
 KA0964
 KA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0964.See file dsdata.pdf to determine how the superseded data were derived.
 KA0964
 KA0964_MARKER: Q = CHISELED SQUARE
 KA0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0964_SP_SET: GAS PUMP BASE
 KA0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0964
 KA0964  HISTORY     - Date     Condition        Report By
 KA0964  HISTORY     - UNK      MONUMENTED       USGS
 KA0964  HISTORY     - 1946     GOOD             CGS
 KA0964
 KA0964                          STATION DESCRIPTION
 KA0964
 KA0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0964'9.8 MI N FROM ROCKVILLE.
 KA0964'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0964'AT ROCKVILLE, THENCE ABOUT 9.45 MILES NORTH ALONG U.S. HIGHWAY
 KA0964'41, 1.6 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 47, AT THE
 KA0964'JUNCTION OF A ROAD LEADING EAST, SET IN THE TOP OF THE NORTH END
 KA0964'OF A GAS PUMP BASE, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KA0964'EAST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A 1.5-INCH
 KA0964'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1315 ***********************************************************************
 HZ1315  DESIGNATION -  545
 HZ1315  PID         -  HZ1315
 HZ1315  STATE/COUNTY-  IN/CLARK
 HZ1315  COUNTRY     -  US
 HZ1315  USGS QUAD   -  SPEED (2019)
 HZ1315
 HZ1315                         *CURRENT SURVEY CONTROL
 HZ1315  ______________________________________________________________________
 HZ1315* NAD 83(1986) POSITION- 38 26 20.     (N) 085 49 00.     (W)   SCALED
 HZ1315* NAVD 88 ORTHO HEIGHT -   165.827 (meters)      544.05  (feet) ADJUSTED
 HZ1315  ______________________________________________________________________
 HZ1315  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 HZ1315  DYNAMIC HEIGHT  -        165.715 (meters)      543.68  (feet) COMP
 HZ1315  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1315
 HZ1315  VERT ORDER      -  FIRST     CLASS II
 HZ1315
 HZ1315.The horizontal coordinates were scaled from a map and have
 HZ1315.an estimated accuracy of +/- 6 seconds.
 HZ1315
 HZ1315.The orthometric height was determined by differential leveling and
 HZ1315.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1315.in June 1991.
 HZ1315
 HZ1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1315.GEOID18 height accuracy estimate available here.
 HZ1315
 HZ1315.Click photographs - Photos may exist for this station.
 HZ1315
 HZ1315.The dynamic height is computed by dividing the NAVD 88
 HZ1315.geopotential number by the normal gravity value computed on the
 HZ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1315.degrees latitude (g = 980.6199 gals.).
 HZ1315
 HZ1315.The modeled gravity was interpolated from observed gravity values.
 HZ1315
 HZ1315;                    North         East    Units  Estimated Accuracy
 HZ1315;SPC IN E     -   354,220.       86,900.      MT  (+/- 180 meters Scaled)
 HZ1315
 HZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH032551(NAD 83)
 HZ1315
 HZ1315                          SUPERSEDED SURVEY CONTROL
 HZ1315
 HZ1315  NGVD 29 (??/??/92)  165.963  (m)          544.50   (f) ADJ UNCH    1 2
 HZ1315
 HZ1315.Superseded values are not recommended for survey control.
 HZ1315
 HZ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1315.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1315
 HZ1315_MARKER: DB = BENCH MARK DISK
 HZ1315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1315_SP_SET: CULVERT HEADWALL
 HZ1315_STAMPING: 545
 HZ1315_MARK LOGO: USGS
 HZ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1315+STABILITY: SURFACE MOTION
 HZ1315
 HZ1315  HISTORY     - Date     Condition        Report By
 HZ1315  HISTORY     - 1911     MONUMENTED       USGS
 HZ1315  HISTORY     - 1949     GOOD             CGS
 HZ1315
 HZ1315                          STATION DESCRIPTION
 HZ1315
 HZ1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1315'7.4 MI SE FROM BORDEN.
 HZ1315'ABOUT 7.4 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1315'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ABOUT 85 YARDS
 HZ1315'SOUTH-SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, SET
 HZ1315'IN THE TOP OF THE SOUTHWEST STONE HEADWALL OF A 4 BY 5 FOOT
 HZ1315'STONE BOX CULVERT UNDER THE RAILROAD, 7 FEET SOUTHWEST OF THE
 HZ1315'SOUTHWEST RAIL, 1 FOOT SOUTHEAST OF THE MIDDLE OF THE HEADWALL,
 HZ1315'8.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT
 HZ1315'4 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1350 ***********************************************************************
 JA1350  DESIGNATION -  55 A BOLT
 JA1350  PID         -  JA1350
 JA1350  STATE/COUNTY-  IN/KNOX
 JA1350  COUNTRY     -  US
 JA1350  USGS QUAD   -  DECKER (2019)
 JA1350
 JA1350                         *CURRENT SURVEY CONTROL
 JA1350  ______________________________________________________________________
 JA1350* NAD 83(1986) POSITION- 38 35 10.     (N) 087 36 44.     (W)   SCALED
 JA1350* NAVD 88 ORTHO HEIGHT -   122.143 (meters)      400.73  (feet) ADJUSTED
 JA1350  ______________________________________________________________________
 JA1350  GEOID HEIGHT    -        -31.576 (meters)                     GEOID18
 JA1350  DYNAMIC HEIGHT  -        122.067 (meters)      400.48  (feet) COMP
 JA1350  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JA1350
 JA1350  VERT ORDER      -  FIRST     CLASS II
 JA1350
 JA1350.The horizontal coordinates were scaled from a map and have
 JA1350.an estimated accuracy of +/- 6 seconds.
 JA1350
 JA1350.The orthometric height was determined by differential leveling and
 JA1350.adjusted by the NATIONAL GEODETIC SURVEY
 JA1350.in June 1991.
 JA1350
 JA1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1350.GEOID18 height accuracy estimate available here.
 JA1350
 JA1350.Click photographs - Photos may exist for this station.
 JA1350
 JA1350.The dynamic height is computed by dividing the NAVD 88
 JA1350.geopotential number by the normal gravity value computed on the
 JA1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1350.degrees latitude (g = 980.6199 gals.).
 JA1350
 JA1350.The modeled gravity was interpolated from observed gravity values.
 JA1350
 JA1350;                    North         East    Units  Estimated Accuracy
 JA1350;SPC IN W     -   370,680.      853,920.      MT  (+/- 180 meters Scaled)
 JA1350
 JA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH466710(NAD 83)
 JA1350
 JA1350                          SUPERSEDED SURVEY CONTROL
 JA1350
 JA1350  NGVD 29 (??/??/92)  122.278  (m)          401.17   (f) ADJ UNCH    1 2
 JA1350
 JA1350.Superseded values are not recommended for survey control.
 JA1350
 JA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1350.See file dsdata.pdf to determine how the superseded data were derived.
 JA1350
 JA1350_MARKER: B = BOLT
 JA1350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1350_STAMPING: 55 A 1954
 JA1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1350
 JA1350  HISTORY     - Date     Condition        Report By
 JA1350  HISTORY     - 1954     MONUMENTED       USACE
 JA1350
 JA1350                          STATION DESCRIPTION
 JA1350
 JA1350'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1954
 JA1350'1.4 MI NE FROM BEAL.
 JA1350'ABOUT 0.75 MILE NORTH AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JA1350'THE BAPTIST CHURCH AT BEAL, THENCE ABOUT 0.7 MILE EAST ALONG A
 JA1350'PAVED ROAD, ABOUT 0.55 MILE WEST OF THE T JUNCTION OF A
 JA1350'NORTH-SOUTH PAVED ROAD, 16 FEET NORTH OF CENTER LINE OF ROAD, 518
 JA1350'FEET EAST OF A LONE 12-INCH PECAN TREE WHICH IS LOCATED AT A
 JA1350'POINT WHERE THE PAVED ROAD TURNS WEST-SOUTHWEST PARALLELING RIVER
 JA1350'LEVEE AND EAST AWAY FROM LEVEE, 213 FEET SOUTH-SOUTHEAST AND
 JA1350'ACROSS A PLOWED FIELD FROM FOOT OF LEVEE, 16 FEET NORTH OF NORTH
 JA1350'EDGE OF PAVEMENT, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 JA1350'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF PAVEMENT AND IS A U.S.E.
 JA1350'BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1349 ***********************************************************************
 JA1349  DESIGNATION -  55 A CAP
 JA1349  PID         -  JA1349
 JA1349  STATE/COUNTY-  IN/KNOX
 JA1349  COUNTRY     -  US
 JA1349  USGS QUAD   -  DECKER (2019)
 JA1349
 JA1349                         *CURRENT SURVEY CONTROL
 JA1349  ______________________________________________________________________
 JA1349* NAD 83(1986) POSITION- 38 35 10.     (N) 087 36 44.     (W)   SCALED
 JA1349* NAVD 88 ORTHO HEIGHT -   123.368 (meters)      404.75  (feet) ADJUSTED
 JA1349  ______________________________________________________________________
 JA1349  GEOID HEIGHT    -        -31.576 (meters)                     GEOID18
 JA1349  DYNAMIC HEIGHT  -        123.292 (meters)      404.50  (feet) COMP
 JA1349  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JA1349
 JA1349  VERT ORDER      -  FIRST     CLASS II
 JA1349
 JA1349.The horizontal coordinates were scaled from a map and have
 JA1349.an estimated accuracy of +/- 6 seconds.
 JA1349
 JA1349.The orthometric height was determined by differential leveling and
 JA1349.adjusted by the NATIONAL GEODETIC SURVEY
 JA1349.in June 1991.
 JA1349
 JA1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1349.GEOID18 height accuracy estimate available here.
 JA1349
 JA1349.Click photographs - Photos may exist for this station.
 JA1349
 JA1349.The dynamic height is computed by dividing the NAVD 88
 JA1349.geopotential number by the normal gravity value computed on the
 JA1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1349.degrees latitude (g = 980.6199 gals.).
 JA1349
 JA1349.The modeled gravity was interpolated from observed gravity values.
 JA1349
 JA1349;                    North         East    Units  Estimated Accuracy
 JA1349;SPC IN W     -   370,680.      853,920.      MT  (+/- 180 meters Scaled)
 JA1349
 JA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH466710(NAD 83)
 JA1349
 JA1349                          SUPERSEDED SURVEY CONTROL
 JA1349
 JA1349  NGVD 29 (??/??/92)  123.513  (m)          405.23   (f) ADJ UNCH    1 2
 JA1349
 JA1349.Superseded values are not recommended for survey control.
 JA1349
 JA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1349.See file dsdata.pdf to determine how the superseded data were derived.
 JA1349
 JA1349_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1349_STAMPING: 55 A 1954
 JA1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1349
 JA1349  HISTORY     - Date     Condition        Report By
 JA1349  HISTORY     - UNK      MONUMENTED       USACE
 JA1349  HISTORY     - 1954     GOOD             CGS
 JA1349
 JA1349                          STATION DESCRIPTION
 JA1349
 JA1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1349'1.4 MI NE FROM BEAL.
 JA1349'ABOUT 0.75 MILE NORTH AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JA1349'THE BAPTIST CHURCH AT BEAL, THENCE ABOUT 0.7 MILE EAST ALONG A
 JA1349'PAVED ROAD, ABOUT 0.55 MILE WEST OF THE T JUNCTION OF A
 JA1349'NORTH-SOUTH PAVED ROAD, 16 FEET NORTH OF CENTER LINE OF ROAD, 518
 JA1349'FEET EAST OF A LONE 12-INCH PECAN TREE WHICH IS LOCATED AT A
 JA1349'POINT WHERE THE PAVED ROAD TURNS WEST-SOUTHWEST PARALLELING
 JA1349'RIVER LEVEE AND EAST AWAY FROM LEVEE, 213 FEET SOUTH-SOUTHEAST
 JA1349'AND ACROSS A PLOWED FIELD FROM FOOT OF LEVEE, 6 FEET NORTH OF
 JA1349'NORTH EDGE OF PAVEMENT, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 JA1349'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF PAVEMENT AND IS A U.S.E. CAP
 JA1349'ON A 4-INCH IRON PIPE AND PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1786 ***********************************************************************
 LA1786  DESIGNATION -  55 M
 LA1786  PID         -  LA1786
 LA1786  STATE/COUNTY-  IN/MIAMI
 LA1786  COUNTRY     -  US
 LA1786  USGS QUAD   -  PEORIA (2019)
 LA1786
 LA1786                         *CURRENT SURVEY CONTROL
 LA1786  ______________________________________________________________________
 LA1786* NAD 83(1986) POSITION- 40 42 20.     (N) 085 56 25.     (W)   SCALED
 LA1786* NAVD 88 ORTHO HEIGHT -   230.223 (meters)      755.32  (feet) ADJUSTED
 LA1786  ______________________________________________________________________
 LA1786  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LA1786  DYNAMIC HEIGHT  -        230.111 (meters)      754.96  (feet) COMP
 LA1786  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 LA1786
 LA1786  VERT ORDER      -  SECOND    CLASS 0
 LA1786
 LA1786.The horizontal coordinates were scaled from a map and have
 LA1786.an estimated accuracy of +/- 6 seconds.
 LA1786
 LA1786.The orthometric height was determined by differential leveling and
 LA1786.adjusted by the NATIONAL GEODETIC SURVEY
 LA1786.in June 1991.
 LA1786
 LA1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1786.GEOID18 height accuracy estimate available here.
 LA1786
 LA1786.Click photographs - Photos may exist for this station.
 LA1786
 LA1786.The dynamic height is computed by dividing the NAVD 88
 LA1786.geopotential number by the normal gravity value computed on the
 LA1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1786.degrees latitude (g = 980.6199 gals.).
 LA1786
 LA1786.The modeled gravity was interpolated from observed gravity values.
 LA1786
 LA1786;                    North         East    Units  Estimated Accuracy
 LA1786;SPC IN E     -   605,900.       76,880.      MT  (+/- 180 meters Scaled)
 LA1786
 LA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL895066(NAD 83)
 LA1786
 LA1786                          SUPERSEDED SURVEY CONTROL
 LA1786
 LA1786  NGVD 29 (??/??/92)  230.349  (m)          755.74   (f) ADJ UNCH    2 0
 LA1786
 LA1786.Superseded values are not recommended for survey control.
 LA1786
 LA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1786.See file dsdata.pdf to determine how the superseded data were derived.
 LA1786
 LA1786_MARKER: DB = BENCH MARK DISK
 LA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1786_STAMPING: 55 M 756 1945
 LA1786_MARK LOGO: USGS
 LA1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1786+STABILITY: SURFACE MOTION
 LA1786
 LA1786  HISTORY     - Date     Condition        Report By
 LA1786  HISTORY     - 1945     MONUMENTED       USGS
 LA1786  HISTORY     - 1946     GOOD             CGS
 LA1786  HISTORY     - 1962     GOOD             CGS
 LA1786  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1786
 LA1786                          STATION DESCRIPTION
 LA1786
 LA1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1786'1.5 MI SE FROM PEORIA.
 LA1786'ABOUT 1.5 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1786'THE BENDERS STORE AT PEORIA, AT THE MIAMI-WABASH COUNTY LINE,
 LA1786'38 FEET NORTHWEST OF THE COUNTY LINE SIGN, 19 FEET SOUTHWEST OF
 LA1786'THE TRAIL, 10 FEET NORTHWEST OF THE CENTER LINE OF A FIELD
 LA1786'ENTRANCE, 1 FOOT NORTHEAST OF THE FENCE LINE, ABOUT 1.5 FEET
 LA1786'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1786'2 INCHES.
 LA1786
 LA1786                          STATION RECOVERY (1962)
 LA1786
 LA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1786'RECOVERED IN GOOD CONDITION.
 LA1786
 LA1786                          STATION RECOVERY (2023)
 LA1786
 LA1786'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 LA1786'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0796 ***********************************************************************
 JA0796  DESIGNATION -  551
 JA0796  PID         -  JA0796
 JA0796  STATE/COUNTY-  IN/LAWRENCE
 JA0796  COUNTRY     -  US
 JA0796  USGS QUAD   -  OWENSBURG (2019)
 JA0796
 JA0796                         *CURRENT SURVEY CONTROL
 JA0796  ______________________________________________________________________
 JA0796* NAD 83(1986) POSITION- 38 54 35.12   (N) 086 39 20.06   (W)   HD_HELD1
 JA0796* NAVD 88 ORTHO HEIGHT -   167.448 (meters)      549.37  (feet) ADJUSTED
 JA0796  ______________________________________________________________________
 JA0796  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JA0796  DYNAMIC HEIGHT  -        167.343 (meters)      549.02  (feet) COMP
 JA0796  MODELED GRAVITY -    980,000.3   (mgal)                       NAVD 88
 JA0796
 JA0796  VERT ORDER      -  FIRST     CLASS II
 JA0796
 JA0796.The horizontal coordinates were determined by differentially corrected
 JA0796.hand held GPS observations or other comparable positioning techniques
 JA0796.and have an estimated accuracy of +/- 3 meters.
 JA0796
 JA0796.The orthometric height was determined by differential leveling and
 JA0796.adjusted by the NATIONAL GEODETIC SURVEY
 JA0796.in June 1991.
 JA0796
 JA0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0796.GEOID18 height accuracy estimate available here.
 JA0796
 JA0796.Click photographs - Photos may exist for this station.
 JA0796
 JA0796.The dynamic height is computed by dividing the NAVD 88
 JA0796.geopotential number by the normal gravity value computed on the
 JA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0796.degrees latitude (g = 980.6199 gals.).
 JA0796
 JA0796.The modeled gravity was interpolated from observed gravity values.
 JA0796
 JA0796;                    North         East    Units  Estimated Accuracy
 JA0796;SPC IN W     -   406,565.2     937,101.3     MT  (+/- 3 meters HH1 GPS) 
 JA0796
 JA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2986206818(NAD 83)
 JA0796
 JA0796                          SUPERSEDED SURVEY CONTROL
 JA0796
 JA0796  NGVD 29 (??/??/92)  167.565  (m)          549.75   (f) ADJ UNCH    1 2
 JA0796
 JA0796.Superseded values are not recommended for survey control.
 JA0796
 JA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0796.See file dsdata.pdf to determine how the superseded data were derived.
 JA0796
 JA0796_MARKER: DB = BENCH MARK DISK
 JA0796_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0796+WITH SETTING: PAVEMENT
 JA0796_SP_SET: TANK FOUNDATION
 JA0796_STAMPING: 551
 JA0796_MARK LOGO: USGS
 JA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0796+STABILITY: SURFACE MOTION
 JA0796
 JA0796  HISTORY     - Date     Condition        Report By
 JA0796  HISTORY     - 1906     MONUMENTED       USGS
 JA0796  HISTORY     - 1949     GOOD             CGS
 JA0796
 JA0796                          STATION DESCRIPTION
 JA0796
 JA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0796'2 MI SW FROM SPRINGVILLE.
 JA0796'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE
 JA0796'JUNCTION OF STATE HIGHWAYS 54 AND 58 AT SPRINGVILLE, SET
 JA0796'VERTICALLY IN THE NORTHWEST FACE OF AN ABANDONED CHICAGO,
 JA0796'INDIANAPOLIS AND LOUISVILLE RAILWAY WATER TANK CONCRETE
 JA0796'FOUNDATION LEG IN THE SOUTH QUARTER OF THE INTERSECTION OF TWO
 JA0796'GRAVEL ROADS, ABOUT 50 YARDS SOUTHEAST OF STATE HIGHWAY 58, 233
 JA0796'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 58 AT THE JUNCTION
 JA0796'OF A GRAVEL ROAD SOUTHEAST, 51 FEET SOUTHEAST OF THE CENTER LINE
 JA0796'OF THE ROAD WEST, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JA0796'ROAD SOUTHEAST, ABOUT 80 YARDS NORTHWEST OF THE NORTHWEST END OF
 JA0796'A STEEL BRIDGE OVER A STREAM, 5 FEET EAST OF A WHITE WOODEN
 JA0796'WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL OF STATE HIGHWAY
 JA0796'58.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0993 ***********************************************************************
 HZ0993  DESIGNATION -  555 B
 HZ0993  PID         -  HZ0993
 HZ0993  STATE/COUNTY-  IN/JEFFERSON
 HZ0993  COUNTRY     -  US
 HZ0993  USGS QUAD   -  MADISON WEST (2019)
 HZ0993
 HZ0993                         *CURRENT SURVEY CONTROL
 HZ0993  ______________________________________________________________________
 HZ0993* NAD 83(1986) POSITION- 38 44 09.6    (N) 085 22 37.2    (W)   HD_HELD2
 HZ0993* NAVD 88 ORTHO HEIGHT -   152.390 (meters)      499.97  (feet) ADJUSTED
 HZ0993  ______________________________________________________________________
 HZ0993  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 HZ0993  DYNAMIC HEIGHT  -        152.289 (meters)      499.63  (feet) COMP
 HZ0993  MODELED GRAVITY -    979,960.7   (mgal)                       NAVD 88
 HZ0993
 HZ0993  VERT ORDER      -  FIRST     CLASS II
 HZ0993
 HZ0993.The horizontal coordinates were established by autonomous hand held GPS
 HZ0993.observations and have an estimated accuracy of +/- 10 meters.
 HZ0993
 HZ0993.The orthometric height was determined by differential leveling and
 HZ0993.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0993.in June 1991.
 HZ0993
 HZ0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0993.GEOID18 height accuracy estimate available here.
 HZ0993
 HZ0993.Click photographs - Photos may exist for this station.
 HZ0993
 HZ0993.The dynamic height is computed by dividing the NAVD 88
 HZ0993.geopotential number by the normal gravity value computed on the
 HZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0993.degrees latitude (g = 980.6199 gals.).
 HZ0993
 HZ0993.The modeled gravity was interpolated from observed gravity values.
 HZ0993
 HZ0993;                    North         East    Units  Estimated Accuracy
 HZ0993;SPC IN E     -   387,230.      125,185.      MT  (+/- 10 meters HH2 GPS)
 HZ0993
 HZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4106388731(NAD 83)
 HZ0993
 HZ0993                          SUPERSEDED SURVEY CONTROL
 HZ0993
 HZ0993  NGVD 29 (??/??/92)  152.554  (m)          500.50   (f) ADJ UNCH    1 2
 HZ0993
 HZ0993.Superseded values are not recommended for survey control.
 HZ0993
 HZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0993.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0993
 HZ0993_MARKER: Q = CHISELED SQUARE
 HZ0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ0993_SP_SET: STEP
 HZ0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0993
 HZ0993  HISTORY     - Date     Condition        Report By
 HZ0993  HISTORY     - UNK      MONUMENTED       USACE
 HZ0993  HISTORY     - 1965     GOOD             CGS
 HZ0993
 HZ0993                          STATION DESCRIPTION
 HZ0993
 HZ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0993'AT MADISON.
 HZ0993'AT MADISON, IN SECTION 2, T 3 N, R 10 E, AT THE SOUTHEAST CORNER
 HZ0993'OF THE INTERSECTION OF MAIN AND JEFFERSON STREETS, A CHISELED
 HZ0993'SQUARE IN THE TOP OF THE NORTH END OF THE TOP STEP AT THE WEST
 HZ0993'ENTRANCE TO THE JEFFERSON COUNTY COURTHOUSE AND SURROUNDED BY
 HZ0993'THE LETTERS U S B M, 69 FEET SOUTH OF THE SOUTH CURB OF MAIN
 HZ0993'STREET, 43 1/2 FEET EAST OF THE EAST CURB OF JEFFERSON STREET,
 HZ0993'AND ABOUT 3 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0788 ***********************************************************************
 JA0788  DESIGNATION -  557
 JA0788  PID         -  JA0788
 JA0788  STATE/COUNTY-  IN/LAWRENCE
 JA0788  COUNTRY     -  US
 JA0788  USGS QUAD   -  OOLITIC (2019)
 JA0788
 JA0788                         *CURRENT SURVEY CONTROL
 JA0788  ______________________________________________________________________
 JA0788* NAD 83(1986) POSITION- 38 54 48.     (N) 086 33 06.     (W)   SCALED
 JA0788* NAVD 88 ORTHO HEIGHT -   169.365 (meters)      555.66  (feet) ADJUSTED
 JA0788  ______________________________________________________________________
 JA0788  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 JA0788  DYNAMIC HEIGHT  -        169.259 (meters)      555.31  (feet) COMP
 JA0788  MODELED GRAVITY -    980,000.0   (mgal)                       NAVD 88
 JA0788
 JA0788  VERT ORDER      -  FIRST     CLASS II
 JA0788
 JA0788.The horizontal coordinates were scaled from a map and have
 JA0788.an estimated accuracy of +/- 6 seconds.
 JA0788
 JA0788.The orthometric height was determined by differential leveling and
 JA0788.adjusted by the NATIONAL GEODETIC SURVEY
 JA0788.in June 1991.
 JA0788
 JA0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0788.GEOID18 height accuracy estimate available here.
 JA0788
 JA0788.Click photographs - Photos may exist for this station.
 JA0788
 JA0788.The dynamic height is computed by dividing the NAVD 88
 JA0788.geopotential number by the normal gravity value computed on the
 JA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0788.degrees latitude (g = 980.6199 gals.).
 JA0788
 JA0788.The modeled gravity was interpolated from observed gravity values.
 JA0788
 JA0788;                    North         East    Units  Estimated Accuracy
 JA0788;SPC IN W     -   407,010.      946,110.      MT  (+/- 180 meters Scaled)
 JA0788
 JA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388072(NAD 83)
 JA0788
 JA0788                          SUPERSEDED SURVEY CONTROL
 JA0788
 JA0788  NGVD 29 (??/??/92)  169.480  (m)          556.04   (f) ADJ UNCH    1 2
 JA0788
 JA0788.Superseded values are not recommended for survey control.
 JA0788
 JA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0788.See file dsdata.pdf to determine how the superseded data were derived.
 JA0788
 JA0788_MARKER: DB = BENCH MARK DISK
 JA0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0788_SP_SET: BUILDING
 JA0788_STAMPING: 557
 JA0788_MARK LOGO: USGS
 JA0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0788
 JA0788  HISTORY     - Date     Condition        Report By
 JA0788  HISTORY     - 1906     MONUMENTED       USGS
 JA0788  HISTORY     - 1949     GOOD             CGS
 JA0788
 JA0788                          STATION DESCRIPTION
 JA0788
 JA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0788'AT AVOCA.
 JA0788'AT AVOCA, ABOUT 135 YARDS WEST-NORTHWEST AND ACROSS STATE HIGHWAY
 JA0788'54 AND A SMALL STREAM FROM THE POST OFFICE, SET IN THE TOP OF A
 JA0788'ROCK WALL ON THE EAST SIDE OF THE LAWN OF A WHITE HOUSE, 25 FEET
 JA0788'EAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE HOUSE, 13 FEET
 JA0788'WEST OF THE CENTER LINE OF THE ROAD AT THE FRONT OF THE HOUSE
 JA0788'AND 3 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS IN
 JA0788'A CUT STONE WALL WHICH IS BEGINNING TO SETTLE,  NO NOTICEABLE
 JA0788'SETTELMENT AS YET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1781 ***********************************************************************
 LA1781  DESIGNATION -  56 M
 LA1781  PID         -  LA1781
 LA1781  STATE/COUNTY-  IN/MIAMI
 LA1781  COUNTRY     -  US
 LA1781  USGS QUAD   -  PEORIA (2019)
 LA1781
 LA1781                         *CURRENT SURVEY CONTROL
 LA1781  ______________________________________________________________________
 LA1781* NAD 83(1986) POSITION- 40 43 04.     (N) 085 57 25.     (W)   SCALED
 LA1781* NAVD 88 ORTHO HEIGHT -   207.157 (meters)      679.65  (feet) ADJUSTED
 LA1781  ______________________________________________________________________
 LA1781  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA1781  DYNAMIC HEIGHT  -        207.056 (meters)      679.32  (feet) COMP
 LA1781  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 LA1781
 LA1781  VERT ORDER      -  SECOND    CLASS 0
 LA1781
 LA1781.The horizontal coordinates were scaled from a map and have
 LA1781.an estimated accuracy of +/- 6 seconds.
 LA1781
 LA1781.The orthometric height was determined by differential leveling and
 LA1781.adjusted by the NATIONAL GEODETIC SURVEY
 LA1781.in June 1991.
 LA1781
 LA1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1781.GEOID18 height accuracy estimate available here.
 LA1781
 LA1781.Click photographs - Photos may exist for this station.
 LA1781
 LA1781.The dynamic height is computed by dividing the NAVD 88
 LA1781.geopotential number by the normal gravity value computed on the
 LA1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1781.degrees latitude (g = 980.6199 gals.).
 LA1781
 LA1781.The modeled gravity was interpolated from observed gravity values.
 LA1781
 LA1781;                    North         East    Units  Estimated Accuracy
 LA1781;SPC IN E     -   607,260.       75,470.      MT  (+/- 180 meters Scaled)
 LA1781
 LA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL880079(NAD 83)
 LA1781
 LA1781                          SUPERSEDED SURVEY CONTROL
 LA1781
 LA1781  NGVD 29 (??/??/92)  207.282  (m)          680.06   (f) ADJ UNCH    2 0
 LA1781
 LA1781.Superseded values are not recommended for survey control.
 LA1781
 LA1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1781.See file dsdata.pdf to determine how the superseded data were derived.
 LA1781
 LA1781_MARKER: DD = SURVEY DISK
 LA1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1781_SP_SET: BRIDGE
 LA1781_STAMPING: 680 56 M 1945
 LA1781_MARK LOGO: USGS
 LA1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1781
 LA1781  HISTORY     - Date     Condition        Report By
 LA1781  HISTORY     - 1945     MONUMENTED       USGS
 LA1781  HISTORY     - 1946     GOOD             CGS
 LA1781  HISTORY     - 1961     GOOD             CGS
 LA1781  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1781
 LA1781                          STATION DESCRIPTION
 LA1781
 LA1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1781'AT PEORIA.
 LA1781'ABOUT 0.1 MILE SOUTHEAST OF BENDERS STORE IN PEORIA, IN THE TOP
 LA1781'OF THE NORTHWEST END OF THE NORTHWEST WINGWALL OF A STEEL
 LA1781'BRIDGE OVER MISSISSINEWA RIVER, 164 FEET NORTHEAST OF THE CENTER
 LA1781'OF FRANCES SLOCUM TRAIL, 24 FEET NORTHWEST OF THE CENTER OF
 LA1781'THE GRAVEL ROAD THAT CROSSES THE BRIDGE AND ABOUT 1.5 FEET
 LA1781'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LA1781
 LA1781                          STATION RECOVERY (1961)
 LA1781
 LA1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1781'RECOVERED IN GOOD CONDITION.
 LA1781
 LA1781                          STATION RECOVERY (2023)
 LA1781
 LA1781'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1781'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1196 ***********************************************************************
 KA1196  DESIGNATION -  562
 KA1196  PID         -  KA1196
 KA1196  STATE/COUNTY-  IN/OWEN
 KA1196  COUNTRY     -  US
 KA1196  USGS QUAD   -  COAL CITY (2019)
 KA1196
 KA1196                         *CURRENT SURVEY CONTROL
 KA1196  ______________________________________________________________________
 KA1196* NAD 83(1986) POSITION- 39 11 35.     (N) 087 01 31.     (W)   SCALED
 KA1196* NAVD 88 ORTHO HEIGHT -   170.848 (meters)      560.52  (feet) POSTED
 KA1196  ______________________________________________________________________
 KA1196  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1196  DYNAMIC HEIGHT  -        170.75  (meters)      560.2   (feet) COMP
 KA1196  MODELED GRAVITY -    980,036.7   (mgal)                       NAVD 88
 KA1196
 KA1196  VERT ORDER      -  * POSTED, SEE BELOW
 KA1196
 KA1196.The horizontal coordinates were scaled from a map and have
 KA1196.an estimated accuracy of +/- 6 seconds.
 KA1196
 KA1196.The orthometric height was determined by differential leveling
 KA1196.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1196
 KA1196.* This is a POSTED BENCH MARK height.
 KA1196
 KA1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1196.GEOID18 height accuracy estimate available here.
 KA1196
 KA1196.Click photographs - Photos may exist for this station.
 KA1196
 KA1196.The dynamic height is computed by dividing the NAVD 88
 KA1196.geopotential number by the normal gravity value computed on the
 KA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1196.degrees latitude (g = 980.6199 gals.).
 KA1196
 KA1196.The modeled gravity was interpolated from observed gravity values.
 KA1196
 KA1196;                    North         East    Units  Estimated Accuracy
 KA1196;SPC IN W     -   437,930.      905,020.      MT  (+/- 180 meters Scaled)
 KA1196
 KA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ978382(NAD 83)
 KA1196
 KA1196                          SUPERSEDED SURVEY CONTROL
 KA1196
 KA1196  NGVD 29 (??/??/92)  170.975  (m)          560.94   (f) ADJ UNCH    1 2
 KA1196
 KA1196.Superseded values are not recommended for survey control.
 KA1196
 KA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1196.See file dsdata.pdf to determine how the superseded data were derived.
 KA1196
 KA1196_MARKER: DB = BENCH MARK DISK
 KA1196_SETTING: 80 = SET IN A BOULDER
 KA1196_STAMPING: 562
 KA1196_MARK LOGO: USGS
 KA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1196+STABILITY: SURFACE MOTION
 KA1196
 KA1196  HISTORY     - Date     Condition        Report By
 KA1196  HISTORY     - 1906     MONUMENTED       USGS
 KA1196  HISTORY     - 1946     GOOD             CGS
 KA1196  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1196
 KA1196                          STATION DESCRIPTION
 KA1196
 KA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1196'2.8 MI SE FROM COAL CITY.
 KA1196'ABOUT 2.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1196'THE STATION AT COAL CITY, 12 1/2 POLES NORTH OF A GRADE CROSSING
 KA1196'OF AN EAST-WEST ROAD, 7 1/4 RAILS NORTH OF A WHISTLE SIGN, 7 2/3
 KA1196'POLES NORTH OF MILE POST NO. 34, 1 2/3 POLES NORTH OF POLE NO.
 KA1196'33/35, 14 FEET EAST OF THE EAST RAIL AND SET VERTICALLY IN THE
 KA1196'SOUTHWEST FACE OF A SANDSTONE BOULDER ABOUT 2.5 FEET ABOVE THE
 KA1196'TRACK LEVEL.
 KA1196
 KA1196                          STATION RECOVERY (1985)
 KA1196
 KA1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1966 ***********************************************************************
 JA1966  DESIGNATION -  563
 JA1966  PID         -  JA1966
 JA1966  STATE/COUNTY-  IN/PIKE
 JA1966  COUNTRY     -  US
 JA1966  USGS QUAD   -  VELPEN (2019)
 JA1966
 JA1966                         *CURRENT SURVEY CONTROL
 JA1966  ______________________________________________________________________
 JA1966* NAD 83(1997) POSITION- 38 16 08.68186(N) 087 04 23.00112(W)   ADJUSTED
 JA1966* NAVD 88 ORTHO HEIGHT -   171.45  (+/-2cm)      562.5   (feet) VERTCON3
 JA1966  ______________________________________________________________________
 JA1966  GEOID HEIGHT    -        -31.987 (meters)                     GEOID18
 JA1966  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 JA1966  HORZ ORDER      -  SECOND
 JA1966  VERT ORDER      -  THIRD ? (See Below)
 JA1966
 JA1966.The horizontal coordinates were established by classical geodetic methods
 JA1966.and adjusted by the National Geodetic Survey in May 1999.
 JA1966
 JA1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1966
 JA1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1966.GEOID18 height accuracy estimate available here.
 JA1966
 JA1966.The vertical order pertains to the NGVD 29 superseded value.
 JA1966
 JA1966.Click photographs - Photos may exist for this station.
 JA1966
 JA1966.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1966
 JA1966. The following values were computed from the NAD 83(1997) position.
 JA1966
 JA1966;                    North         East     Units Scale Factor Converg.
 JA1966;SPC IN W     -   335,360.509   900,899.357   MT  0.99996668   +0 00 22.9
 JA1966;SPC IN W     - 1,100,261.94  2,955,700.64   sFT  0.99996668   +0 00 22.9
 JA1966;UTM  16      - 4,235,673.025   493,609.397   MT  0.99960050   -0 02 42.9
 JA1966
 JA1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1966!SPC IN W     -   0.99997812  x   0.99996668  =   0.99994480
 JA1966!UTM  16      -   0.99997812  x   0.99960050  =   0.99957863
 JA1966
 JA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9360935673(NAD 83)
 JA1966
 JA1966                          SUPERSEDED SURVEY CONTROL
 JA1966
 JA1966  NAD 83(1993)-  38 16 08.68578(N)    087 04 23.00448(W) AD(       ) 2
 JA1966  NAD 83(1986)-  38 16 08.68958(N)    087 04 23.00390(W) AD(       ) 2
 JA1966  NAD 27      -  38 16 08.50300(N)    087 04 23.00000(W) AD(       ) 2
 JA1966  NGVD 29             171.56   (m)          562.9    (f) LEVELING    3  
 JA1966
 JA1966.Superseded values are not recommended for survey control.
 JA1966
 JA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1966.See file dsdata.pdf to determine how the superseded data were derived.
 JA1966
 JA1966_MARKER: P = PIPE CAP
 JA1966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1966_STAMPING: 563
 JA1966_MARK LOGO: USGS
 JA1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1966
 JA1966  HISTORY     - Date     Condition        Report By
 JA1966  HISTORY     - 1900     MONUMENTED       USGS
 JA1966  HISTORY     - 1946     GOOD             CGS
 JA1966  HISTORY     - 20130709 GOOD             GEOCAC
 JA1966
 JA1966                          STATION DESCRIPTION
 JA1966
 JA1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1966'THE USGS MARK IS BESIDE STATE HIGHWAY 64 AT THE LINE BETWEEN DUBOIS
 JA1966'AND PIKE COUNTIES AT
 JA1966'THE ZOAR SCHOOLHOUSE, 35.5 FEET NORTH OF THE
 JA1966'NORTHWEST CORNER OF THE SCHOOL, 40
 JA1966'FEET SOUTH OF THE SCHOOL DIRT
 JA1966'DRIVEWAY AND 157.5 FEET SOUTH-SOUTHEAST OF THE
 JA1966'CENTERLINE OF STATE
 JA1966'HIGHWAY 64.  THE MARK IS A STANDARD USGS BRONZE CAP ON A
 JA1966'GALVANIZED PIPE
 JA1966'AND PROJECTS 2 INCHES AND IS STAMPED USGS 563 B M
 JA1966'
 JA1966'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 45 AND 64 IN HUNTINBURG,
 JA1966'GO WEST ON STATE HIGHWAY 64
 JA1966'FOR 6.9 MILES TO THE COUNTY LINE AT ZOAR, TURN LEFT
 JA1966'ALONG COUNTY LINE FOR ABOUT 50
 JA1966'YARDS AND THE USGS IS IN FRONT OF THE SCHOOLHOUSE.
 JA1966
 JA1966                          STATION RECOVERY (2013)
 JA1966
 JA1966'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1966'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0800 ***********************************************************************
 JA0800  DESIGNATION -  565
 JA0800  PID         -  JA0800
 JA0800  STATE/COUNTY-  IN/GREENE
 JA0800  COUNTRY     -  US
 JA0800  USGS QUAD   -  OWENSBURG (2019)
 JA0800
 JA0800                         *CURRENT SURVEY CONTROL
 JA0800  ______________________________________________________________________
 JA0800* NAD 83(1986) POSITION- 38 54 57.     (N) 086 41 31.     (W)   SCALED
 JA0800* NAVD 88 ORTHO HEIGHT -   171.654 (meters)      563.17  (feet) ADJUSTED
 JA0800  ______________________________________________________________________
 JA0800  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JA0800  DYNAMIC HEIGHT  -        171.546 (meters)      562.81  (feet) COMP
 JA0800  MODELED GRAVITY -    979,995.7   (mgal)                       NAVD 88
 JA0800
 JA0800  VERT ORDER      -  FIRST     CLASS II
 JA0800
 JA0800.The horizontal coordinates were scaled from a map and have
 JA0800.an estimated accuracy of +/- 6 seconds.
 JA0800
 JA0800.The orthometric height was determined by differential leveling and
 JA0800.adjusted by the NATIONAL GEODETIC SURVEY
 JA0800.in June 1991.
 JA0800
 JA0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0800.GEOID18 height accuracy estimate available here.
 JA0800
 JA0800.Click photographs - Photos may exist for this station.
 JA0800
 JA0800.The dynamic height is computed by dividing the NAVD 88
 JA0800.geopotential number by the normal gravity value computed on the
 JA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0800.degrees latitude (g = 980.6199 gals.).
 JA0800
 JA0800.The modeled gravity was interpolated from observed gravity values.
 JA0800
 JA0800;                    North         East    Units  Estimated Accuracy
 JA0800;SPC IN W     -   407,230.      933,940.      MT  (+/- 180 meters Scaled)
 JA0800
 JA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ267074(NAD 83)
 JA0800
 JA0800                          SUPERSEDED SURVEY CONTROL
 JA0800
 JA0800  NGVD 29 (??/??/92)  171.770  (m)          563.55   (f) ADJ UNCH    1 2
 JA0800
 JA0800.Superseded values are not recommended for survey control.
 JA0800
 JA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0800.See file dsdata.pdf to determine how the superseded data were derived.
 JA0800
 JA0800_MARKER: DB = BENCH MARK DISK
 JA0800_SETTING: 66 = SET IN ROCK OUTCROP
 JA0800_STAMPING: 565
 JA0800_MARK LOGO: USGS
 JA0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0800+STABILITY: POSITION/ELEVATION WELL
 JA0800
 JA0800  HISTORY     - Date     Condition        Report By
 JA0800  HISTORY     - 1906     MONUMENTED       USGS
 JA0800  HISTORY     - 1949     GOOD             CGS
 JA0800
 JA0800                          STATION DESCRIPTION
 JA0800
 JA0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0800'2.3 MI E FROM OWENSBURG.
 JA0800'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JA0800'OFFICE AT OWENSBURG THENCE ABOUT 2.05 MILES EAST ALONG STATE
 JA0800'HIGHWAY 58, ABOUT 0.5 MILE NORTHWEST OF THE LAWRENCE-GREENE
 JA0800'COUNTY LINE, ABOUT 100 YARDS SOUTHWEST OF THE SOUTHEAST END OF A
 JA0800'100 FOOT BRIDGE UNDER STATE HIGHWAY 58, ABOUT 30 YARDS SOUTHEAST
 JA0800'ALONG THE ABANDONED CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 JA0800'FROM THE SOUTHEAST BANK OF INDIAN CREEK, SET IN THE TOP OF A
 JA0800'LARGE ROCK SLAB, 10 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 JA0800'RAILROAD BED, 5.5 FEET WEST-NORTHWEST OF A TRIANGLE BLAZED
 JA0800'SYCAMORE TREE, 2.3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 JA0800'ROCK SLAB AND 1 FOOT BELOW THE LEVEL OF THE OLD RAILROAD BED.
 JA0800'NOTE-- THE ROCK IN WHICH THE MARK IS SET IN APPEARS TO HAVE NO
 JA0800'FOUNDATION AND IS JUST LAYING ON TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0968 ***********************************************************************
 KA0968  DESIGNATION -  568.677
 KA0968  PID         -  KA0968
 KA0968  STATE/COUNTY-  IN/PARKE
 KA0968  COUNTRY     -  US
 KA0968  USGS QUAD   -  WALLACE (2019)
 KA0968
 KA0968                         *CURRENT SURVEY CONTROL
 KA0968  ______________________________________________________________________
 KA0968* NAD 83(1986) POSITION- 39 55 10.     (N) 087 14 23.     (W)   SCALED
 KA0968* NAVD 88 ORTHO HEIGHT -   173.306 (meters)      568.59  (feet) ADJUSTED
 KA0968  ______________________________________________________________________
 KA0968  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0968  DYNAMIC HEIGHT  -        173.211 (meters)      568.28  (feet) COMP
 KA0968  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 KA0968
 KA0968  VERT ORDER      -  SECOND    CLASS 0
 KA0968
 KA0968.The horizontal coordinates were scaled from a map and have
 KA0968.an estimated accuracy of +/- 6 seconds.
 KA0968
 KA0968.The orthometric height was determined by differential leveling and
 KA0968.adjusted by the NATIONAL GEODETIC SURVEY
 KA0968.in June 1991.
 KA0968
 KA0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0968.GEOID18 height accuracy estimate available here.
 KA0968
 KA0968.Click photographs - Photos may exist for this station.
 KA0968
 KA0968.The dynamic height is computed by dividing the NAVD 88
 KA0968.geopotential number by the normal gravity value computed on the
 KA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0968.degrees latitude (g = 980.6199 gals.).
 KA0968
 KA0968.The modeled gravity was interpolated from observed gravity values.
 KA0968
 KA0968;                    North         East    Units  Estimated Accuracy
 KA0968;SPC IN W     -   518,590.      886,630.      MT  (+/- 180 meters Scaled)
 KA0968
 KA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK795188(NAD 83)
 KA0968
 KA0968                          SUPERSEDED SURVEY CONTROL
 KA0968
 KA0968  NGVD 29 (??/??/92)  173.389  (m)          568.86   (f) ADJ UNCH    2 0
 KA0968
 KA0968.Superseded values are not recommended for survey control.
 KA0968
 KA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0968.See file dsdata.pdf to determine how the superseded data were derived.
 KA0968
 KA0968_MARKER: Q = CHISELED SQUARE
 KA0968_SETTING: 0 = UNSPECIFIED SETTING
 KA0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0968
 KA0968  HISTORY     - Date     Condition        Report By
 KA0968  HISTORY     - UNK      MONUMENTED       USGS
 KA0968  HISTORY     - 1946     GOOD             CGS
 KA0968
 KA0968                          STATION DESCRIPTION
 KA0968
 KA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0968'8.6 MI S FROM STEAM CORNER.
 KA0968'ABOUT 8.65 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0968'AT STEAM CORNER, 0.2 MILE NORTH OF A SOUVENIR SHOP, 0.1 MILE SOUTH
 KA0968'OF A CONCRETE BRIDGE, AT THE T JUNCTION AND ABOUT IN LINE WITH
 KA0968'THE CENTER LINE OF A ROAD LEADING WEST, 8.7 FEET EAST OF THE
 KA0968'CENTER LINE OF THE HIGHWAY, 3.5 INCHES WEST OF THE EAST EDGE OF
 KA0968'THE CONCRETE PAVEMENT OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1215 ***********************************************************************
 KA1215  DESIGNATION -  569
 KA1215  PID         -  KA1215
 KA1215  STATE/COUNTY-  IN/CLAY
 KA1215  COUNTRY     -  US
 KA1215  USGS QUAD   -  SALINE CITY (2019)
 KA1215
 KA1215                         *CURRENT SURVEY CONTROL
 KA1215  ______________________________________________________________________
 KA1215* NAD 83(1986) POSITION- 39 21 55.     (N) 087 08 00.     (W)   SCALED
 KA1215* NAVD 88 ORTHO HEIGHT -   172.574 (meters)      566.19  (feet) ADJUSTED
 KA1215  ______________________________________________________________________
 KA1215  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 KA1215  DYNAMIC HEIGHT  -        172.475 (meters)      565.86  (feet) COMP
 KA1215  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 KA1215
 KA1215  VERT ORDER      -  FIRST     CLASS II
 KA1215
 KA1215.The horizontal coordinates were scaled from a map and have
 KA1215.an estimated accuracy of +/- 6 seconds.
 KA1215
 KA1215.The orthometric height was determined by differential leveling and
 KA1215.adjusted by the NATIONAL GEODETIC SURVEY
 KA1215.in June 1991.
 KA1215
 KA1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1215.GEOID18 height accuracy estimate available here.
 KA1215
 KA1215.Click photographs - Photos may exist for this station.
 KA1215
 KA1215.The dynamic height is computed by dividing the NAVD 88
 KA1215.geopotential number by the normal gravity value computed on the
 KA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1215.degrees latitude (g = 980.6199 gals.).
 KA1215
 KA1215.The modeled gravity was interpolated from observed gravity values.
 KA1215
 KA1215;                    North         East    Units  Estimated Accuracy
 KA1215;SPC IN W     -   457,050.      895,690.      MT  (+/- 180 meters Scaled)
 KA1215
 KA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ885573(NAD 83)
 KA1215
 KA1215                          SUPERSEDED SURVEY CONTROL
 KA1215
 KA1215  NGVD 29 (??/??/92)  172.683  (m)          566.54   (f) ADJ UNCH    1 2
 KA1215
 KA1215.Superseded values are not recommended for survey control.
 KA1215
 KA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1215.See file dsdata.pdf to determine how the superseded data were derived.
 KA1215
 KA1215_MARKER: DB = BENCH MARK DISK
 KA1215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1215_SP_SET: CULVERT HEADWALL
 KA1215_STAMPING: 569
 KA1215_MARK LOGO: USGS
 KA1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1215+STABILITY: SURFACE MOTION
 KA1215
 KA1215  HISTORY     - Date     Condition        Report By
 KA1215  HISTORY     - 1906     MONUMENTED       USGS
 KA1215  HISTORY     - 1946     POOR             CGS
 KA1215  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1215
 KA1215                          STATION DESCRIPTION
 KA1215
 KA1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1215'AT SALINE CITY.
 KA1215'AT SALINE CITY, 261 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 KA1215'TRACK OF THE NEW YORK CENTRAL RAILROAD, 78 FEET SOUTHWEST OF
 KA1215'THE SOUTHWEST CORNER OF BROWN HOTEL (NOT IN USE AT PRESENT), SET IN
 KA1215'THE TOP OF THE SOUTHEAST END OF A STONE CULVERT AT A ROAD
 KA1215'CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD.
 KA1215'18 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH.  NOTE-- DISK IS
 KA1215'BADLY BATTERED AND THE STAMPING IS NOT LEGIBLE THE STONE IS WELL
 KA1215'SEATED IN PLACE SO THAT IT MAY BE FAIRLY SOUND, BUT STABILITY OF
 KA1215'THE MARK IS DOUBTFUL.
 KA1215
 KA1215                          STATION RECOVERY (1985)
 KA1215
 KA1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1215'THE HOTEL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0313 ***********************************************************************
 LB0313  DESIGNATION -  57 M
 LB0313  PID         -  LB0313
 LB0313  STATE/COUNTY-  IN/MIAMI
 LB0313  COUNTRY     -  US
 LB0313  USGS QUAD   -  BUNKER HILL (2019)
 LB0313
 LB0313                         *CURRENT SURVEY CONTROL
 LB0313  ______________________________________________________________________
 LB0313* NAD 83(1986) POSITION- 40 43 51.     (N) 086 00 12.     (W)   SCALED
 LB0313* NAVD 88 ORTHO HEIGHT -   209.242 (meters)      686.49  (feet) ADJUSTED
 LB0313  ______________________________________________________________________
 LB0313  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 LB0313  DYNAMIC HEIGHT  -        209.141 (meters)      686.16  (feet) COMP
 LB0313  MODELED GRAVITY -    980,136.6   (mgal)                       NAVD 88
 LB0313
 LB0313  VERT ORDER      -  SECOND    CLASS 0
 LB0313
 LB0313.The horizontal coordinates were scaled from a map and have
 LB0313.an estimated accuracy of +/- 6 seconds.
 LB0313
 LB0313.The orthometric height was determined by differential leveling and
 LB0313.adjusted by the NATIONAL GEODETIC SURVEY
 LB0313.in June 1991.
 LB0313
 LB0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0313.GEOID18 height accuracy estimate available here.
 LB0313
 LB0313.Click photographs - Photos may exist for this station.
 LB0313
 LB0313.The dynamic height is computed by dividing the NAVD 88
 LB0313.geopotential number by the normal gravity value computed on the
 LB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0313.degrees latitude (g = 980.6199 gals.).
 LB0313
 LB0313.The modeled gravity was interpolated from observed gravity values.
 LB0313
 LB0313;                    North         East    Units  Estimated Accuracy
 LB0313;SPC IN E     -   608,720.       71,560.      MT  (+/- 180 meters Scaled)
 LB0313
 LB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL841093(NAD 83)
 LB0313
 LB0313                          SUPERSEDED SURVEY CONTROL
 LB0313
 LB0313  NGVD 29 (??/??/92)  209.367  (m)          686.90   (f) ADJ UNCH    2 0
 LB0313
 LB0313.Superseded values are not recommended for survey control.
 LB0313
 LB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0313.See file dsdata.pdf to determine how the superseded data were derived.
 LB0313
 LB0313_MARKER: DD = SURVEY DISK
 LB0313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0313_SP_SET: FENCE POST BASE
 LB0313_STAMPING: 57M 687 1945
 LB0313_MARK LOGO: USGS
 LB0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0313
 LB0313  HISTORY     - Date     Condition        Report By
 LB0313  HISTORY     - 1945     MONUMENTED       USGS
 LB0313  HISTORY     - 1946     GOOD             CGS
 LB0313
 LB0313                          STATION DESCRIPTION
 LB0313
 LB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0313'2.4 MI NW FROM PEORIA.
 LB0313'ABOUT 2.4 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0313'THE BENDERS STORE AT PEORIA, AT MRS KATE PORTERS FARM, AT A
 LB0313'T FENCE CORNER POST, SET IN THE CONCRETE BASE OF A 10 INCH
 LB0313'IRON PIPE T FENCE CORNER POST, 28 FEET NORTH OF THE CENTER
 LB0313'LINE OF THE TRAIL, 5 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET
 LB0313'SOUTHWEST OF THE POST, ABOUT 1.5 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1356 ***********************************************************************
 JA1356  DESIGNATION -  58 A BOLT USE
 JA1356  PID         -  JA1356
 JA1356  STATE/COUNTY-  IN/KNOX
 JA1356  COUNTRY     -  US
 JA1356  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1356
 JA1356                         *CURRENT SURVEY CONTROL
 JA1356  ______________________________________________________________________
 JA1356* NAD 83(1986) POSITION- 38 33 13.     (N) 087 38 52.     (W)   SCALED
 JA1356* NAVD 88 ORTHO HEIGHT -   121.201 (meters)      397.64  (feet) ADJUSTED
 JA1356  ______________________________________________________________________
 JA1356  GEOID HEIGHT    -        -31.493 (meters)                     GEOID18
 JA1356  DYNAMIC HEIGHT  -        121.126 (meters)      397.39  (feet) COMP
 JA1356  MODELED GRAVITY -    980,004.8   (mgal)                       NAVD 88
 JA1356
 JA1356  VERT ORDER      -  FIRST     CLASS II
 JA1356
 JA1356.The horizontal coordinates were scaled from a map and have
 JA1356.an estimated accuracy of +/- 6 seconds.
 JA1356
 JA1356.The orthometric height was determined by differential leveling and
 JA1356.adjusted by the NATIONAL GEODETIC SURVEY
 JA1356.in June 1991.
 JA1356
 JA1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1356.GEOID18 height accuracy estimate available here.
 JA1356
 JA1356.Click photographs - Photos may exist for this station.
 JA1356
 JA1356.The dynamic height is computed by dividing the NAVD 88
 JA1356.geopotential number by the normal gravity value computed on the
 JA1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1356.degrees latitude (g = 980.6199 gals.).
 JA1356
 JA1356.The modeled gravity was interpolated from observed gravity values.
 JA1356
 JA1356;                    North         East    Units  Estimated Accuracy
 JA1356;SPC IN W     -   367,100.      850,800.      MT  (+/- 180 meters Scaled)
 JA1356
 JA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH435674(NAD 83)
 JA1356
 JA1356                          SUPERSEDED SURVEY CONTROL
 JA1356
 JA1356  NGVD 29 (??/??/92)  121.336  (m)          398.08   (f) ADJ UNCH    1 2
 JA1356
 JA1356.Superseded values are not recommended for survey control.
 JA1356
 JA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1356.See file dsdata.pdf to determine how the superseded data were derived.
 JA1356
 JA1356_MARKER: B = BOLT
 JA1356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1356_STAMPING: 58 A
 JA1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1356
 JA1356  HISTORY     - Date     Condition        Report By
 JA1356  HISTORY     - UNK      MONUMENTED       USACE
 JA1356  HISTORY     - 1954     GOOD             CGS
 JA1356
 JA1356                          STATION DESCRIPTION
 JA1356
 JA1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1356'2.6 MI SW FROM BEAL.
 JA1356'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1356'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.05 MILES WEST ALONG A
 JA1356'GRAVEL ROAD, ABOUT 215 YARDS EAST OF A POINT WHERE DEAD ENDS AT
 JA1356'RIVER LEVEE, 14 FEET NORTH OF CENTER LINE OF ROAD, 133 FEET
 JA1356'NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER OF THOMAS
 JA1356'RANEY RESIDENCE, 19 FEET EAST OF A LONE 40-INCH SYCAMORE TREE,
 JA1356'1/2 FOOT NORTH OF A WOVEN WIRE FENCE, 115 FEET NORTH AND ACROSS
 JA1356'ROAD FROM POWER POLE WITH METER (POLE NO. 61 D 62.2A) ABOUT 2
 JA1356'FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1355 ***********************************************************************
 JA1355  DESIGNATION -  58 A CAP USE
 JA1355  PID         -  JA1355
 JA1355  STATE/COUNTY-  IN/KNOX
 JA1355  COUNTRY     -  US
 JA1355  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1355
 JA1355                         *CURRENT SURVEY CONTROL
 JA1355  ______________________________________________________________________
 JA1355* NAD 83(1986) POSITION- 38 33 13.     (N) 087 38 52.     (W)   SCALED
 JA1355* NAVD 88 ORTHO HEIGHT -   122.435 (meters)      401.69  (feet) ADJUSTED
 JA1355  ______________________________________________________________________
 JA1355  GEOID HEIGHT    -        -31.493 (meters)                     GEOID18
 JA1355  DYNAMIC HEIGHT  -        122.359 (meters)      401.44  (feet) COMP
 JA1355  MODELED GRAVITY -    980,004.8   (mgal)                       NAVD 88
 JA1355
 JA1355  VERT ORDER      -  FIRST     CLASS II
 JA1355
 JA1355.The horizontal coordinates were scaled from a map and have
 JA1355.an estimated accuracy of +/- 6 seconds.
 JA1355
 JA1355.The orthometric height was determined by differential leveling and
 JA1355.adjusted by the NATIONAL GEODETIC SURVEY
 JA1355.in June 1991.
 JA1355
 JA1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1355.GEOID18 height accuracy estimate available here.
 JA1355
 JA1355.Click photographs - Photos may exist for this station.
 JA1355
 JA1355.The dynamic height is computed by dividing the NAVD 88
 JA1355.geopotential number by the normal gravity value computed on the
 JA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1355.degrees latitude (g = 980.6199 gals.).
 JA1355
 JA1355.The modeled gravity was interpolated from observed gravity values.
 JA1355
 JA1355;                    North         East    Units  Estimated Accuracy
 JA1355;SPC IN W     -   367,100.      850,800.      MT  (+/- 180 meters Scaled)
 JA1355
 JA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH435674(NAD 83)
 JA1355
 JA1355                          SUPERSEDED SURVEY CONTROL
 JA1355
 JA1355  NGVD 29 (??/??/92)  122.579  (m)          402.16   (f) ADJ UNCH    1 2
 JA1355
 JA1355.Superseded values are not recommended for survey control.
 JA1355
 JA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1355.See file dsdata.pdf to determine how the superseded data were derived.
 JA1355
 JA1355_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1355_STAMPING: 58 A
 JA1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1355
 JA1355  HISTORY     - Date     Condition        Report By
 JA1355  HISTORY     - UNK      MONUMENTED       USACE
 JA1355  HISTORY     - 1954     GOOD             CGS
 JA1355
 JA1355                          STATION DESCRIPTION
 JA1355
 JA1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1355'2.6 MI SW FROM BEAL.
 JA1355'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1355'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.05 MILES WEST ALONG A
 JA1355'GRAVEL ROAD, ABOUT 215 YARDS EAST OF A POINT WHERE ROAD DEAD ENDS
 JA1355'AT RIVER LEVEE, 14 FEET NORTH OF CENTER LINE OF ROAD, 133 FEET
 JA1355'NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER OF THOMAS
 JA1355'RANEY RESIDENCE, 19 FEET EAST OF A LONE 40-INCH SYCAMORE TREE,
 JA1355'1/2 FOOT NORTH OF A WOVEN WIRE FENCE, 115 FEET NORTH AND ACROSS
 JA1355'ROAD FROM POWER POLE WITH METER (POLE NO. 61 D 62.2A) ABOUT 2
 JA1355'FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. CAP ON 4-INCH IRON PIPE
 JA1355'AND PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1777 ***********************************************************************
 LA1777  DESIGNATION -  58 M
 LA1777  PID         -  LA1777
 LA1777  STATE/COUNTY-  IN/MIAMI
 LA1777  COUNTRY     -  US
 LA1777  USGS QUAD   -  PEORIA (2019)
 LA1777
 LA1777                         *CURRENT SURVEY CONTROL
 LA1777  ______________________________________________________________________
 LA1777* NAD 83(1986) POSITION- 40 43 29.     (N) 085 59 08.     (W)   SCALED
 LA1777* NAVD 88 ORTHO HEIGHT -   205.293 (meters)      673.53  (feet) ADJUSTED
 LA1777  ______________________________________________________________________
 LA1777  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 LA1777  DYNAMIC HEIGHT  -        205.193 (meters)      673.20  (feet) COMP
 LA1777  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 LA1777
 LA1777  VERT ORDER      -  SECOND    CLASS 0
 LA1777
 LA1777.The horizontal coordinates were scaled from a map and have
 LA1777.an estimated accuracy of +/- 6 seconds.
 LA1777
 LA1777.The orthometric height was determined by differential leveling and
 LA1777.adjusted by the NATIONAL GEODETIC SURVEY
 LA1777.in June 1991.
 LA1777
 LA1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1777.GEOID18 height accuracy estimate available here.
 LA1777
 LA1777.Click photographs - Photos may exist for this station.
 LA1777
 LA1777.The dynamic height is computed by dividing the NAVD 88
 LA1777.geopotential number by the normal gravity value computed on the
 LA1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1777.degrees latitude (g = 980.6199 gals.).
 LA1777
 LA1777.The modeled gravity was interpolated from observed gravity values.
 LA1777
 LA1777;                    North         East    Units  Estimated Accuracy
 LA1777;SPC IN E     -   608,040.       73,060.      MT  (+/- 180 meters Scaled)
 LA1777
 LA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856086(NAD 83)
 LA1777
 LA1777                          SUPERSEDED SURVEY CONTROL
 LA1777
 LA1777  NGVD 29 (??/??/92)  205.418  (m)          673.94   (f) ADJ UNCH    2 0
 LA1777
 LA1777.Superseded values are not recommended for survey control.
 LA1777
 LA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1777.See file dsdata.pdf to determine how the superseded data were derived.
 LA1777
 LA1777_MARKER: DD = SURVEY DISK
 LA1777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1777_SP_SET: BRIDGE
 LA1777_STAMPING: 58 M 674 1945
 LA1777_MARK LOGO: USGS
 LA1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1777
 LA1777  HISTORY     - Date     Condition        Report By
 LA1777  HISTORY     - 1945     MONUMENTED       USGS
 LA1777  HISTORY     - 1946     GOOD             CGS
 LA1777  HISTORY     - 1961     GOOD             CGS
 LA1777
 LA1777                          STATION DESCRIPTION
 LA1777
 LA1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1777'1.4 MI NW FROM PEORIA.
 LA1777'ABOUT 1.4 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1777'BENDERS STORE AT PEORIA, AT A STEEL BRIDGE OVER MISSISSINEWA
 LA1777'RIVER, IN THE TOP OF THE NORTH END OF THE CENTER CONCRETE PIER
 LA1777'OF THE BRIDGE, 12 FEET NORTH AND ABOUT 1 FOOT BELOW THE CENTER
 LA1777'OF THE BRIDGE.
 LA1777
 LA1777                          STATION RECOVERY (1961)
 LA1777
 LA1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1087 ***********************************************************************
 KA1087  DESIGNATION -  587.7
 KA1087  PID         -  KA1087
 KA1087  STATE/COUNTY-  IN/VIGO
 KA1087  COUNTRY     -  US
 KA1087  USGS QUAD   -  SEELYVILLE (2019)
 KA1087
 KA1087                         *CURRENT SURVEY CONTROL
 KA1087  ______________________________________________________________________
 KA1087* NAD 83(1986) POSITION- 39 29 38.     (N) 087 16 01.     (W)   SCALED
 KA1087* NAVD 88 ORTHO HEIGHT -   179.088 (meters)      587.56  (feet) ADJUSTED
 KA1087  ______________________________________________________________________
 KA1087  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA1087  DYNAMIC HEIGHT  -        178.986 (meters)      587.22  (feet) COMP
 KA1087  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 KA1087
 KA1087  VERT ORDER      -  SECOND    CLASS 0
 KA1087
 KA1087.The horizontal coordinates were scaled from a map and have
 KA1087.an estimated accuracy of +/- 6 seconds.
 KA1087
 KA1087.The orthometric height was determined by differential leveling and
 KA1087.adjusted by the NATIONAL GEODETIC SURVEY
 KA1087.in June 1991.
 KA1087
 KA1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1087.GEOID18 height accuracy estimate available here.
 KA1087
 KA1087.Click photographs - Photos may exist for this station.
 KA1087
 KA1087.The dynamic height is computed by dividing the NAVD 88
 KA1087.geopotential number by the normal gravity value computed on the
 KA1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1087.degrees latitude (g = 980.6199 gals.).
 KA1087
 KA1087.The modeled gravity was interpolated from observed gravity values.
 KA1087
 KA1087;                    North         East    Units  Estimated Accuracy
 KA1087;SPC IN W     -   471,340.      884,210.      MT  (+/- 180 meters Scaled)
 KA1087
 KA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770716(NAD 83)
 KA1087
 KA1087                          SUPERSEDED SURVEY CONTROL
 KA1087
 KA1087  NGVD 29 (??/??/92)  179.187  (m)          587.88   (f) ADJ UNCH    2 0
 KA1087
 KA1087.Superseded values are not recommended for survey control.
 KA1087
 KA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1087.See file dsdata.pdf to determine how the superseded data were derived.
 KA1087
 KA1087_MARKER: Q = CHISELED SQUARE
 KA1087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA1087_SP_SET: CURB
 KA1087_STAMPING: 587.7 1946
 KA1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1087
 KA1087  HISTORY     - Date     Condition        Report By
 KA1087  HISTORY     - 1946     MONUMENTED       USGS
 KA1087  HISTORY     - 1946     GOOD             CGS
 KA1087  HISTORY     - 19900428 POOR             USPSQD
 KA1087
 KA1087                          STATION DESCRIPTION
 KA1087
 KA1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1087'AT SEELYVILLE.
 KA1087'AT SEELYVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND A
 KA1087'CROSS ROAD RUNNING NORTH AND SOUTH, AT THE CORNER OCCUPIED BY
 KA1087'THE KLEPTZ TAVERN, 47 FEET SOUTH OF THE CENTER LINE OF THE
 KA1087'HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 1
 KA1087'FOOT NORTH OF POWER LINE POLE NO. 385 -087.  USGS DESIGNATION
 KA1087'IS 587.6.  A CHISELED SQUARE IN THE TOP OF THE CURB.
 KA1087
 KA1087                          STATION RECOVERY (1990)
 KA1087
 KA1087'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1087'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1206 ***********************************************************************
 KA1206  DESIGNATION -  588
 KA1206  PID         -  KA1206
 KA1206  STATE/COUNTY-  IN/CLAY
 KA1206  COUNTRY     -  US
 KA1206  USGS QUAD   -  CLAY CITY (2019)
 KA1206
 KA1206                         *CURRENT SURVEY CONTROL
 KA1206  ______________________________________________________________________
 KA1206* NAD 83(1986) POSITION- 39 16 35.     (N) 087 06 52.     (W)   SCALED
 KA1206* NAVD 88 ORTHO HEIGHT -   178.829 (meters)      586.71  (feet) ADJUSTED
 KA1206  ______________________________________________________________________
 KA1206  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 KA1206  DYNAMIC HEIGHT  -        178.725 (meters)      586.37  (feet) COMP
 KA1206  MODELED GRAVITY -    980,041.8   (mgal)                       NAVD 88
 KA1206
 KA1206  VERT ORDER      -  FIRST     CLASS II
 KA1206
 KA1206.The horizontal coordinates were scaled from a map and have
 KA1206.an estimated accuracy of +/- 6 seconds.
 KA1206
 KA1206.The orthometric height was determined by differential leveling and
 KA1206.adjusted by the NATIONAL GEODETIC SURVEY
 KA1206.in June 1991.
 KA1206
 KA1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1206.GEOID18 height accuracy estimate available here.
 KA1206
 KA1206.Click photographs - Photos may exist for this station.
 KA1206
 KA1206.The dynamic height is computed by dividing the NAVD 88
 KA1206.geopotential number by the normal gravity value computed on the
 KA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1206.degrees latitude (g = 980.6199 gals.).
 KA1206
 KA1206.The modeled gravity was interpolated from observed gravity values.
 KA1206
 KA1206;                    North         East    Units  Estimated Accuracy
 KA1206;SPC IN W     -   447,180.      897,320.      MT  (+/- 180 meters Scaled)
 KA1206
 KA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ901474(NAD 83)
 KA1206
 KA1206                          SUPERSEDED SURVEY CONTROL
 KA1206
 KA1206  NGVD 29 (??/??/92)  178.942  (m)          587.08   (f) ADJ UNCH    1 2
 KA1206
 KA1206.Superseded values are not recommended for survey control.
 KA1206
 KA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1206.See file dsdata.pdf to determine how the superseded data were derived.
 KA1206
 KA1206_MARKER: DB = BENCH MARK DISK
 KA1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1206_SP_SET: BUILDING
 KA1206_STAMPING: 588
 KA1206_MARK LOGO: USGS
 KA1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1206
 KA1206  HISTORY     - Date     Condition        Report By
 KA1206  HISTORY     - 1906     MONUMENTED       USGS
 KA1206  HISTORY     - 1946     GOOD             CGS
 KA1206  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1206
 KA1206                          STATION DESCRIPTION
 KA1206
 KA1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1206'AT CLAY CITY.
 KA1206'AT CLAY CITY, 1 BLOCK SOUTH OF THE NEW YORK CENTRAL RAILROAD
 KA1206'STATION, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER
 KA1206'OF THE GRIFFITH AND COMPANY FEED MILL BUILDING, 44 FEET WEST
 KA1206'OF THE CENTER LINE OF THE MAIN TRACK, 24 FEET SOUTH OF THE CENTER
 KA1206'LINE OF HIGHWAY 59, ABOUT 3 FEET ABOVE THE SIDEWALK, AND SET IN
 KA1206'THE BRICK PORTION OF THE STRUCTURE, ABOUT 2 FEET ABOVE THE
 KA1206'MASONERY FOUNDATION, 1.8 FEET WEST OF THE NORTHEAST CORNER.
 KA1206
 KA1206                          STATION RECOVERY (1985)
 KA1206
 KA1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1206'THE BUILDING HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0307 ***********************************************************************
 LB0307  DESIGNATION -  59 M
 LB0307  PID         -  LB0307
 LB0307  STATE/COUNTY-  IN/MIAMI
 LB0307  COUNTRY     -  US
 LB0307  USGS QUAD   -  PERU (2019)
 LB0307
 LB0307                         *CURRENT SURVEY CONTROL
 LB0307  ______________________________________________________________________
 LB0307* NAD 83(1986) POSITION- 40 45 12.     (N) 086 01 24.     (W)   SCALED
 LB0307* NAVD 88 ORTHO HEIGHT -   199.775 (meters)      655.43  (feet) ADJUSTED
 LB0307  ______________________________________________________________________
 LB0307  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 LB0307  DYNAMIC HEIGHT  -        199.679 (meters)      655.11  (feet) COMP
 LB0307  MODELED GRAVITY -    980,139.9   (mgal)                       NAVD 88
 LB0307
 LB0307  VERT ORDER      -  SECOND    CLASS 0
 LB0307
 LB0307.The horizontal coordinates were scaled from a map and have
 LB0307.an estimated accuracy of +/- 6 seconds.
 LB0307
 LB0307.The orthometric height was determined by differential leveling and
 LB0307.adjusted by the NATIONAL GEODETIC SURVEY
 LB0307.in June 1991.
 LB0307
 LB0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0307.GEOID18 height accuracy estimate available here.
 LB0307
 LB0307.Click photographs - Photos may exist for this station.
 LB0307
 LB0307.The dynamic height is computed by dividing the NAVD 88
 LB0307.geopotential number by the normal gravity value computed on the
 LB0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0307.degrees latitude (g = 980.6199 gals.).
 LB0307
 LB0307.The modeled gravity was interpolated from observed gravity values.
 LB0307
 LB0307;                    North         East    Units  Estimated Accuracy
 LB0307;SPC IN E     -   611,230.       69,880.      MT  (+/- 180 meters Scaled)
 LB0307
 LB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL824118(NAD 83)
 LB0307
 LB0307                          SUPERSEDED SURVEY CONTROL
 LB0307
 LB0307  NGVD 29 (??/??/92)  199.899  (m)          655.84   (f) ADJ UNCH    2 0
 LB0307
 LB0307.Superseded values are not recommended for survey control.
 LB0307
 LB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0307.See file dsdata.pdf to determine how the superseded data were derived.
 LB0307
 LB0307_MARKER: DD = SURVEY DISK
 LB0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0307_SP_SET: BRIDGE WINGWALL
 LB0307_STAMPING: 59 M 656 1945
 LB0307_MARK LOGO: USGS
 LB0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0307
 LB0307  HISTORY     - Date     Condition        Report By
 LB0307  HISTORY     - 1945     MONUMENTED       USGS
 LB0307  HISTORY     - 1946     GOOD             CGS
 LB0307  HISTORY     - 1961     GOOD             LOCSUR
 LB0307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0307
 LB0307                          STATION DESCRIPTION
 LB0307
 LB0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0307'1.8 MI SE FROM PERU.
 LB0307'ABOUT 1.8 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0307'THE SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0307'IN PERU, AT A STEEL BRIDGE OVER MISSISSINEWA RIVER, IN THE
 LB0307'CENTER OF THE TOP OF THE SOUTHWEST STONE WING WALL OF THE
 LB0307'BRIDGE, AND ABOUT 1 FOOT LOWER THAN THE BRIDGE FLOOR.
 LB0307
 LB0307                          STATION RECOVERY (1961)
 LB0307
 LB0307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0307'RECOVERED IN GOOD CONDITION.
 LB0307
 LB0307                          STATION RECOVERY (1989)
 LB0307
 LB0307'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1057 ***********************************************************************
 ME1057  DESIGNATION -  593.011
 ME1057  PID         -  ME1057
 ME1057  STATE/COUNTY-  IN/LAKE
 ME1057  COUNTRY     -  US
 ME1057  USGS QUAD   -  HIGHLAND (2019)
 ME1057
 ME1057                         *CURRENT SURVEY CONTROL
 ME1057  ______________________________________________________________________
 ME1057* NAD 83(1986) POSITION- 41 36 34.     (N) 087 23 14.     (W)   SCALED
 ME1057* NAVD 88 ORTHO HEIGHT -   180.591 (meters)      592.49  (feet) ADJUSTED
 ME1057  ______________________________________________________________________
 ME1057  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 ME1057  DYNAMIC HEIGHT  -        180.525 (meters)      592.27  (feet) COMP
 ME1057  MODELED GRAVITY -    980,252.4   (mgal)                       NAVD 88
 ME1057
 ME1057  VERT ORDER      -  FIRST     CLASS II
 ME1057
 ME1057.The horizontal coordinates were scaled from a map and have
 ME1057.an estimated accuracy of +/- 6 seconds.
 ME1057
 ME1057.The orthometric height was determined by differential leveling and
 ME1057.adjusted by the NATIONAL GEODETIC SURVEY
 ME1057.in April 1995.
 ME1057
 ME1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1057.GEOID18 height accuracy estimate available here.
 ME1057
 ME1057.Click photographs - Photos may exist for this station.
 ME1057
 ME1057.The dynamic height is computed by dividing the NAVD 88
 ME1057.geopotential number by the normal gravity value computed on the
 ME1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1057.degrees latitude (g = 980.6199 gals.).
 ME1057
 ME1057.The modeled gravity was interpolated from observed gravity values.
 ME1057
 ME1057;                    North         East    Units  Estimated Accuracy
 ME1057;SPC IN W     -   706,290.      874,670.      MT  (+/- 180 meters Scaled)
 ME1057
 ME1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM677064(NAD 83)
 ME1057
 ME1057                          SUPERSEDED SURVEY CONTROL
 ME1057
 ME1057  NAVD 88 (06/15/91)  180.583  (m)          592.46   (f) SUPERSEDED  1 2
 ME1057  NGVD 29 (01/19/93)  180.691  (m)          592.82   (f) ADJUSTED    1 2
 ME1057  NGVD 29 (??/??/92)  180.691  (m)          592.82   (f) SUPERSEDED  1 2
 ME1057
 ME1057.Superseded values are not recommended for survey control.
 ME1057
 ME1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1057.See file dsdata.pdf to determine how the superseded data were derived.
 ME1057
 ME1057_MARKER: DD = SURVEY DISK
 ME1057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1057_SP_SET: ABUTMENT
 ME1057_STAMPING: 593.011
 ME1057_MARK LOGO: USGS
 ME1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1057+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 ME1057
 ME1057  HISTORY     - Date     Condition        Report By
 ME1057  HISTORY     - UNK      MONUMENTED       USGS
 ME1057  HISTORY     - 1968     GOOD             CGS
 ME1057  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1057  HISTORY     - 19920807 GOOD             NGS
 ME1057
 ME1057                          STATION DESCRIPTION
 ME1057
 ME1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1057'0.8 MI NW FROM GARY.
 ME1057'ABOUT 0.75 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1057'THE STATION AT GARY, ABOUT 100 YARDS NORTHWEST OF THE OVERPASS
 ME1057'FOR THE INDIANA TURNPIKE, AT THE INSIDE OF A CHAIN LINK FENCE
 ME1057'AROUND A STORAGE TANK, SET ON THE TOP OF THE SOUTHEAST END
 ME1057'OF THE NORTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER THE GRAND
 ME1057'CALUMET RIVER, 28.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 ME1057'1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 31, T 37 N, R 8 W.
 ME1057'NOTE-- THE ABUTMENT HAS A CRACK IN IT ABOUT 10 FEET FROM THE MARK.
 ME1057'PROBABLY SHOULD BE USED WITH CAUTION.
 ME1057
 ME1057                          STATION RECOVERY (1990)
 ME1057
 ME1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (LCR)
 ME1057'AREA COVERED BY FILL - NO EVIDENCE OF DESTRUCTION.  BM MAY STILL
 ME1057'EXIST.
 ME1057
 ME1057                          STATION RECOVERY (1992)
 ME1057
 ME1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1057'1.6 KM (1.00 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1057'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 1.0 KM (0.60 MI)
 ME1057'NORTHWESTERLY ALONG THE CONRAIL RAILROAD, IN TOP OF AND 0.5 M
 ME1057'(1.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 ME1057'A RAILROAD BRIDGE SPANNING THE GRAND CALUMET, 13.7 M (44.9 FT)
 ME1057'NORTHEAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 ME1057'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1009 ***********************************************************************
 KA1009  DESIGNATION -  6 M
 KA1009  PID         -  KA1009
 KA1009  STATE/COUNTY-  IN/MONTGOMERY
 KA1009  COUNTRY     -  US
 KA1009  USGS QUAD   -  ALAMO (2019)
 KA1009
 KA1009                         *CURRENT SURVEY CONTROL
 KA1009  ______________________________________________________________________
 KA1009* NAD 83(1986) POSITION- 39 55 30.     (N) 087 03 11.     (W)   SCALED
 KA1009* NAVD 88 ORTHO HEIGHT -   225.420 (meters)      739.57  (feet) ADJUSTED
 KA1009  ______________________________________________________________________
 KA1009  GEOID HEIGHT    -        -33.301 (meters)                     GEOID18
 KA1009  DYNAMIC HEIGHT  -        225.295 (meters)      739.16  (feet) COMP
 KA1009  MODELED GRAVITY -    980,068.7   (mgal)                       NAVD 88
 KA1009
 KA1009  VERT ORDER      -  SECOND    CLASS 0
 KA1009
 KA1009.The horizontal coordinates were scaled from a map and have
 KA1009.an estimated accuracy of +/- 6 seconds.
 KA1009
 KA1009.The orthometric height was determined by differential leveling and
 KA1009.adjusted by the NATIONAL GEODETIC SURVEY
 KA1009.in June 1991.
 KA1009
 KA1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1009.GEOID18 height accuracy estimate available here.
 KA1009
 KA1009.Click photographs - Photos may exist for this station.
 KA1009
 KA1009.The dynamic height is computed by dividing the NAVD 88
 KA1009.geopotential number by the normal gravity value computed on the
 KA1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1009.degrees latitude (g = 980.6199 gals.).
 KA1009
 KA1009.The modeled gravity was interpolated from observed gravity values.
 KA1009
 KA1009;                    North         East    Units  Estimated Accuracy
 KA1009;SPC IN W     -   519,190.      902,590.      MT  (+/- 180 meters Scaled)
 KA1009
 KA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK954194(NAD 83)
 KA1009
 KA1009                          SUPERSEDED SURVEY CONTROL
 KA1009
 KA1009  NGVD 29 (??/??/92)  225.506  (m)          739.85   (f) ADJ UNCH    2 0
 KA1009
 KA1009.Superseded values are not recommended for survey control.
 KA1009
 KA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1009.See file dsdata.pdf to determine how the superseded data were derived.
 KA1009
 KA1009_MARKER: DD = SURVEY DISK
 KA1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1009_STAMPING: 740 6M 1946
 KA1009_MARK LOGO: USGS
 KA1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1009+STABILITY: SURFACE MOTION
 KA1009
 KA1009  HISTORY     - Date     Condition        Report By
 KA1009  HISTORY     - 1946     MONUMENTED       USGS
 KA1009  HISTORY     - 1946     GOOD             CGS
 KA1009
 KA1009                          STATION DESCRIPTION
 KA1009
 KA1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1009'6.5 MI NW FROM BROWNS VALLEY.
 KA1009'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1009'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 4.8 MILES WEST ALONG
 KA1009'STATE HIGHWAY 234, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A
 KA1009'ROAD LEADING SOUTH TO WAVELAND, AT THE T JUNCTION OF A ROAD
 KA1009'LEADING SOUTH, 80 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 KA1009'OF A ROAD LEADING NORTH TO A BARN, 50 FEET EAST OF THE CENTER
 KA1009'LINE OF THE ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER
 KA1009'LINE OF THE HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST
 KA1009'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 KA1009'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 740 6
 KA1009'M 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KA1009'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0147 ***********************************************************************
 JA0147  DESIGNATION -  602.8 USGS
 JA0147  PID         -  JA0147
 JA0147  STATE/COUNTY-  IN/LAWRENCE
 JA0147  COUNTRY     -  US
 JA0147  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0147
 JA0147                         *CURRENT SURVEY CONTROL
 JA0147  ______________________________________________________________________
 JA0147* NAD 83(1986) POSITION- 38 54 04.     (N) 086 29 35.     (W)   SCALED
 JA0147* NAVD 88 ORTHO HEIGHT -   183.587 (meters)      602.32  (feet) ADJUSTED
 JA0147  ______________________________________________________________________
 JA0147  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JA0147  DYNAMIC HEIGHT  -        183.473 (meters)      601.94  (feet) COMP
 JA0147  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 JA0147
 JA0147  VERT ORDER      -  SECOND    CLASS 0
 JA0147
 JA0147.The horizontal coordinates were scaled from a map and have
 JA0147.an estimated accuracy of +/- 6 seconds.
 JA0147
 JA0147.The orthometric height was determined by differential leveling and
 JA0147.adjusted by the NATIONAL GEODETIC SURVEY
 JA0147.in June 1991.
 JA0147
 JA0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0147.GEOID18 height accuracy estimate available here.
 JA0147
 JA0147.Click photographs - Photos may exist for this station.
 JA0147
 JA0147.The dynamic height is computed by dividing the NAVD 88
 JA0147.geopotential number by the normal gravity value computed on the
 JA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0147.degrees latitude (g = 980.6199 gals.).
 JA0147
 JA0147.The modeled gravity was interpolated from observed gravity values.
 JA0147
 JA0147;                    North         East    Units  Estimated Accuracy
 JA0147;SPC IN W     -   405,680.      951,200.      MT  (+/- 180 meters Scaled)
 JA0147
 JA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ439059(NAD 83)
 JA0147
 JA0147                          SUPERSEDED SURVEY CONTROL
 JA0147
 JA0147  NGVD 29 (??/??/92)  183.709  (m)          602.72   (f) ADJ UNCH    2 0
 JA0147
 JA0147.Superseded values are not recommended for survey control.
 JA0147
 JA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0147.See file dsdata.pdf to determine how the superseded data were derived.
 JA0147
 JA0147_MARKER: Q = CHISELED SQUARE
 JA0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0147_SP_SET: SIGNAL FOUNDATION
 JA0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0147
 JA0147  HISTORY     - Date     Condition        Report By
 JA0147  HISTORY     - UNK      MONUMENTED       USGS
 JA0147  HISTORY     - 1935     GOOD             CGS
 JA0147
 JA0147                          STATION DESCRIPTION
 JA0147
 JA0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0147'2.7 MI N FROM BEDFORD.
 JA0147'2.7 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0147'RAILWAY FROM THE STATION AT BEDFORD, LAWRENCE COUNTY, 15 FEET
 JA0147'NORTH OF CULVERT 243+2, IN THE SOUTHEAST ANGLE OF THE CROSSING
 JA0147'OF STATE HIGHWAY 58, 15 FEET SOUTH OF THE CENTERLINE OF THE
 JA0147'HIGHWAY, 9 FEET EAST OF THE EAST RAIL, AT A CROSSING-WARNING
 JA0147'SIGNAL, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE FOUNDATION.
 JA0147'A 1-1/4-INCH OUTLINED SQUARE, PAINTED BM 602.8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1303 ***********************************************************************
 HZ1303  DESIGNATION -  603.2
 HZ1303  PID         -  HZ1303
 HZ1303  STATE/COUNTY-  IN/CLARK
 HZ1303  COUNTRY     -  US
 HZ1303  USGS QUAD   -  BORDEN (2019)
 HZ1303
 HZ1303                         *CURRENT SURVEY CONTROL
 HZ1303  ______________________________________________________________________
 HZ1303* NAD 83(1986) POSITION- 38 28 44.     (N) 085 58 21.     (W)   SCALED
 HZ1303* NAVD 88 ORTHO HEIGHT -   183.689 (meters)      602.65  (feet) ADJUSTED
 HZ1303  ______________________________________________________________________
 HZ1303  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 HZ1303  DYNAMIC HEIGHT  -        183.566 (meters)      602.25  (feet) COMP
 HZ1303  MODELED GRAVITY -    979,952.8   (mgal)                       NAVD 88
 HZ1303
 HZ1303  VERT ORDER      -  FIRST     CLASS II
 HZ1303
 HZ1303.The horizontal coordinates were scaled from a map and have
 HZ1303.an estimated accuracy of +/- 6 seconds.
 HZ1303
 HZ1303.The orthometric height was determined by differential leveling and
 HZ1303.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1303.in June 1991.
 HZ1303
 HZ1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1303.GEOID18 height accuracy estimate available here.
 HZ1303
 HZ1303.Click photographs - Photos may exist for this station.
 HZ1303
 HZ1303.The dynamic height is computed by dividing the NAVD 88
 HZ1303.geopotential number by the normal gravity value computed on the
 HZ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1303.degrees latitude (g = 980.6199 gals.).
 HZ1303
 HZ1303.The modeled gravity was interpolated from observed gravity values.
 HZ1303
 HZ1303;                    North         East    Units  Estimated Accuracy
 HZ1303;SPC IN E     -   358,690.       73,310.      MT  (+/- 180 meters Scaled)
 HZ1303
 HZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH896594(NAD 83)
 HZ1303
 HZ1303                          SUPERSEDED SURVEY CONTROL
 HZ1303
 HZ1303  NGVD 29 (??/??/92)  183.819  (m)          603.08   (f) ADJ UNCH    1 2
 HZ1303
 HZ1303.Superseded values are not recommended for survey control.
 HZ1303
 HZ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1303.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1303
 HZ1303_MARKER: Q = CHISELED SQUARE
 HZ1303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1303_SP_SET: ABUTMENT
 HZ1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1303
 HZ1303  HISTORY     - Date     Condition        Report By
 HZ1303  HISTORY     - UNK      MONUMENTED       USGS
 HZ1303  HISTORY     - 1949     GOOD             CGS
 HZ1303
 HZ1303                          STATION DESCRIPTION
 HZ1303
 HZ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1303'1.6 MI NW FROM BORDEN.
 HZ1303'ABOUT 1.6 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1303'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ALSO ABOUT 3.15
 HZ1303'MILES SOUTHEAST ALONG THE C I AND L RR FROM THE STATION AT
 HZ1303'NEW PEKIN, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 HZ1303'OF RAILROAD BRIDGE 297.4, 13 FEET SOUTHWEST OF THE SOUTHWEST
 HZ1303'RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1861 ***********************************************************************
 LA1861  DESIGNATION -  61 M
 LA1861  PID         -  LA1861
 LA1861  STATE/COUNTY-  IN/GRANT
 LA1861  COUNTRY     -  US
 LA1861  USGS QUAD   -  LA FONTAINE (2019)
 LA1861
 LA1861                         *CURRENT SURVEY CONTROL
 LA1861  ______________________________________________________________________
 LA1861* NAD 83(1986) POSITION- 40 37 32.     (N) 085 43 52.     (W)   SCALED
 LA1861* NAVD 88 ORTHO HEIGHT -   232.274 (meters)      762.05  (feet) ADJUSTED
 LA1861  ______________________________________________________________________
 LA1861  GEOID HEIGHT    -        -34.351 (meters)                     GEOID18
 LA1861  DYNAMIC HEIGHT  -        232.158 (meters)      761.67  (feet) COMP
 LA1861  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 LA1861
 LA1861  VERT ORDER      -  SECOND    CLASS 0
 LA1861
 LA1861.The horizontal coordinates were scaled from a map and have
 LA1861.an estimated accuracy of +/- 6 seconds.
 LA1861
 LA1861.The orthometric height was determined by differential leveling and
 LA1861.adjusted by the NATIONAL GEODETIC SURVEY
 LA1861.in June 1991.
 LA1861
 LA1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1861.GEOID18 height accuracy estimate available here.
 LA1861
 LA1861.Click photographs - Photos may exist for this station.
 LA1861
 LA1861.The dynamic height is computed by dividing the NAVD 88
 LA1861.geopotential number by the normal gravity value computed on the
 LA1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1861.degrees latitude (g = 980.6199 gals.).
 LA1861
 LA1861.The modeled gravity was interpolated from observed gravity values.
 LA1861
 LA1861;                    North         East    Units  Estimated Accuracy
 LA1861;SPC IN E     -   596,980.       94,550.      MT  (+/- 180 meters Scaled)
 LA1861
 LA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK073979(NAD 83)
 LA1861
 LA1861                          SUPERSEDED SURVEY CONTROL
 LA1861
 LA1861  NGVD 29 (??/??/92)  232.402  (m)          762.47   (f) ADJ UNCH    2 0
 LA1861
 LA1861.Superseded values are not recommended for survey control.
 LA1861
 LA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1861.See file dsdata.pdf to determine how the superseded data were derived.
 LA1861
 LA1861_MARKER: DD = SURVEY DISK
 LA1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1861_SP_SET: ABUTMENT
 LA1861_STAMPING: 762 61M 1945
 LA1861_MARK LOGO: USGS
 LA1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1861
 LA1861  HISTORY     - Date     Condition        Report By
 LA1861  HISTORY     - 1945     MONUMENTED       USGS
 LA1861  HISTORY     - 1946     GOOD             CGS
 LA1861  HISTORY     - 1962     GOOD             CGS
 LA1861
 LA1861                          STATION DESCRIPTION
 LA1861
 LA1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1861'0.5 MI NE FROM JALAPA.
 LA1861'ABOUT 0.5 MILE NORTHEAST ALONG A WINDING COUNTY ROAD FROM THE
 LA1861'CROSSROADS AT JALAPA, SET IN THE TOP OF THE EAST END OF THE
 LA1861'CENTER CONCRETE PIER OF A STEEL BRIDGE OVER MISSISSNEWA RIVER,
 LA1861'16 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET WEST OF THE
 LA1861'EAST END OF THE ABUTMENT, AND 1.5 FEET BELOW THE BRIDGE FLOOR.
 LA1861
 LA1861                          STATION RECOVERY (1962)
 LA1861
 LA1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1060 ***********************************************************************
 KA1060  DESIGNATION -  612.519
 KA1060  PID         -  KA1060
 KA1060  STATE/COUNTY-  IN/PARKE
 KA1060  COUNTRY     -  US
 KA1060  USGS QUAD   -  WALLACE (2019)
 KA1060
 KA1060                         *CURRENT SURVEY CONTROL
 KA1060  ______________________________________________________________________
 KA1060* NAD 83(1986) POSITION- 39 52 54.     (N) 087 12 13.     (W)   SCALED
 KA1060* NAVD 88 ORTHO HEIGHT -   186.672 (meters)      612.44  (feet) ADJUSTED
 KA1060  ______________________________________________________________________
 KA1060  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 KA1060  DYNAMIC HEIGHT  -        186.568 (meters)      612.10  (feet) COMP
 KA1060  MODELED GRAVITY -    980,066.8   (mgal)                       NAVD 88
 KA1060
 KA1060  VERT ORDER      -  SECOND    CLASS 0
 KA1060
 KA1060.The horizontal coordinates were scaled from a map and have
 KA1060.an estimated accuracy of +/- 6 seconds.
 KA1060
 KA1060.The orthometric height was determined by differential leveling and
 KA1060.adjusted by the NATIONAL GEODETIC SURVEY
 KA1060.in June 1991.
 KA1060
 KA1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1060.GEOID18 height accuracy estimate available here.
 KA1060
 KA1060.Click photographs - Photos may exist for this station.
 KA1060
 KA1060.The dynamic height is computed by dividing the NAVD 88
 KA1060.geopotential number by the normal gravity value computed on the
 KA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1060.degrees latitude (g = 980.6199 gals.).
 KA1060
 KA1060.The modeled gravity was interpolated from observed gravity values.
 KA1060
 KA1060;                    North         East    Units  Estimated Accuracy
 KA1060;SPC IN W     -   514,390.      889,710.      MT  (+/- 180 meters Scaled)
 KA1060
 KA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK825146(NAD 83)
 KA1060
 KA1060                          SUPERSEDED SURVEY CONTROL
 KA1060
 KA1060  NGVD 29 (??/??/92)  186.764  (m)          612.74   (f) ADJ UNCH    2 0
 KA1060
 KA1060.Superseded values are not recommended for survey control.
 KA1060
 KA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1060.See file dsdata.pdf to determine how the superseded data were derived.
 KA1060
 KA1060_MARKER: Q = CHISELED SQUARE
 KA1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1060_SP_SET: BRIDGE
 KA1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1060
 KA1060  HISTORY     - Date     Condition        Report By
 KA1060  HISTORY     - UNK      MONUMENTED       USGS
 KA1060  HISTORY     - 1946     GOOD             CGS
 KA1060
 KA1060                          STATION DESCRIPTION
 KA1060
 KA1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1060'8.8 MI W FROM WAVELAND.
 KA1060'ABOUT 8.8 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1060'WITH STATE HIGHWAY 59 AT WAVELAND, ABOUT 1.65 MILES EAST OF THE
 KA1060'JUNCTION OF U.S. HIGHWAY 41, 0.1 MILE WEST OF THE ENTRANCE TO
 KA1060'THE TURKEY RUN STATE PARK, SET IN THE SOUTHEAST CORNER OF THE
 KA1060'NORTH SIDE WALK OF A 350 FOOT CONCRETE BRIDGE, 14 FEET NORTH OF
 KA1060'AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.  A
 KA1060'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0920 ***********************************************************************
 ME0920  DESIGNATION -  618
 ME0920  PID         -  ME0920
 ME0920  STATE/COUNTY-  IN/LAKE
 ME0920  COUNTRY     -  US
 ME0920  USGS QUAD   -  HIGHLAND (2019)
 ME0920
 ME0920                         *CURRENT SURVEY CONTROL
 ME0920  ______________________________________________________________________
 ME0920* NAD 83(1986) POSITION- 41 33 19.     (N) 087 27 31.     (W)   SCALED
 ME0920* NAVD 88 ORTHO HEIGHT -   188.441 (meters)      618.24  (feet) ADJUSTED
 ME0920  ______________________________________________________________________
 ME0920  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 ME0920  DYNAMIC HEIGHT  -        188.370 (meters)      618.01  (feet) COMP
 ME0920  MODELED GRAVITY -    980,241.2   (mgal)                       NAVD 88
 ME0920
 ME0920  VERT ORDER      -  FIRST     CLASS II
 ME0920
 ME0920.The horizontal coordinates were scaled from a map and have
 ME0920.an estimated accuracy of +/- 6 seconds.
 ME0920
 ME0920.The orthometric height was determined by differential leveling and
 ME0920.adjusted by the NATIONAL GEODETIC SURVEY
 ME0920.in June 1991.
 ME0920
 ME0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0920.GEOID18 height accuracy estimate available here.
 ME0920
 ME0920.Click photographs - Photos may exist for this station.
 ME0920
 ME0920.The dynamic height is computed by dividing the NAVD 88
 ME0920.geopotential number by the normal gravity value computed on the
 ME0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0920.degrees latitude (g = 980.6199 gals.).
 ME0920
 ME0920.The modeled gravity was interpolated from observed gravity values.
 ME0920
 ME0920;                    North         East    Units  Estimated Accuracy
 ME0920;SPC IN W     -   700,290.      868,690.      MT  (+/- 180 meters Scaled)
 ME0920
 ME0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM617005(NAD 83)
 ME0920
 ME0920                          SUPERSEDED SURVEY CONTROL
 ME0920
 ME0920  NGVD 29 (??/??/92)  188.542  (m)          618.57   (f) ADJ UNCH    1 2
 ME0920
 ME0920.Superseded values are not recommended for survey control.
 ME0920
 ME0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0920.See file dsdata.pdf to determine how the superseded data were derived.
 ME0920
 ME0920_MARKER: DB = BENCH MARK DISK
 ME0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0920_SP_SET: FOUNDATION
 ME0920_STAMPING: 618
 ME0920_MARK LOGO: USGS
 ME0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0920
 ME0920  HISTORY     - Date     Condition        Report By
 ME0920  HISTORY     - 1897     MONUMENTED       USGS
 ME0920  HISTORY     - 1955     GOOD             CGS
 ME0920  HISTORY     - 20100224 MARK NOT FOUND   LFA
 ME0920
 ME0920                          STATION DESCRIPTION
 ME0920
 ME0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 ME0920'AT HIGHLAND.
 ME0920'AT HIGHLAND, LAKE COUNTY, AT THE TOWN HALL, IN THE SOUTH FACE
 ME0920'OF THE FRONT PROJECTION OF THE COURSE OF FOUNDATION STONES, 6 FEET
 ME0920'WEST OF THE CENTER OF THE DOORWAY, 48 FEET NORTH OF THE
 ME0920'CENTERLINE OF U.S. HIGHWAY 6, AND LEVEL WITH THE GROUND.  A
 ME0920'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 618 AND
 ME0920'SET VERTICALLY.  NOTE-- U.S. HIGHWAY 6 HAS BEEN MOVED AND WHAT
 ME0920'WAS U.S. 6 IS NOW HIGHWAY AVENUE.
 ME0920
 ME0920                          STATION RECOVERY (2010)
 ME0920
 ME0920'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0920'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1840 ***********************************************************************
 LA1840  DESIGNATION -  62 M
 LA1840  PID         -  LA1840
 LA1840  STATE/COUNTY-  IN/WABASH
 LA1840  COUNTRY     -  US
 LA1840  USGS QUAD   -  SOMERSET (2019)
 LA1840
 LA1840                         *CURRENT SURVEY CONTROL
 LA1840  ______________________________________________________________________
 LA1840* NAD 83(1986) POSITION- 40 40 38.     (N) 085 49 36.     (W)   SCALED
 LA1840* NAVD 88 ORTHO HEIGHT -   223.761 (meters)      734.12  (feet) ADJUSTED
 LA1840  ______________________________________________________________________
 LA1840  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 LA1840  DYNAMIC HEIGHT  -        223.650 (meters)      733.76  (feet) COMP
 LA1840  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 LA1840
 LA1840  VERT ORDER      -  SECOND    CLASS 0
 LA1840
 LA1840.The horizontal coordinates were scaled from a map and have
 LA1840.an estimated accuracy of +/- 6 seconds.
 LA1840
 LA1840.The orthometric height was determined by differential leveling and
 LA1840.adjusted by the NATIONAL GEODETIC SURVEY
 LA1840.in June 1991.
 LA1840
 LA1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1840.GEOID18 height accuracy estimate available here.
 LA1840
 LA1840.Click photographs - Photos may exist for this station.
 LA1840
 LA1840.The dynamic height is computed by dividing the NAVD 88
 LA1840.geopotential number by the normal gravity value computed on the
 LA1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1840.degrees latitude (g = 980.6199 gals.).
 LA1840
 LA1840.The modeled gravity was interpolated from observed gravity values.
 LA1840
 LA1840;                    North         East    Units  Estimated Accuracy
 LA1840;SPC IN E     -   602,730.       86,470.      MT  (+/- 180 meters Scaled)
 LA1840
 LA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991035(NAD 83)
 LA1840
 LA1840                          SUPERSEDED SURVEY CONTROL
 LA1840
 LA1840  NGVD 29 (??/??/92)  223.887  (m)          734.54   (f) ADJ UNCH    2 0
 LA1840
 LA1840.Superseded values are not recommended for survey control.
 LA1840
 LA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1840.See file dsdata.pdf to determine how the superseded data were derived.
 LA1840
 LA1840_MARKER: DD = SURVEY DISK
 LA1840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1840_SP_SET: ABUTMENT
 LA1840_STAMPING: 735 62M 1945
 LA1840_MARK LOGO: USGS
 LA1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1840
 LA1840  HISTORY     - Date     Condition        Report By
 LA1840  HISTORY     - 1945     MONUMENTED       USGS
 LA1840  HISTORY     - 1946     GOOD             CGS
 LA1840
 LA1840                          STATION DESCRIPTION
 LA1840
 LA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1840'0.6 MI N FROM MOUNT VERNON.
 LA1840'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1840'AT MOUNT VERNON, AT A STEEL BRIDGE OVER MISSISSINEWA RIVER, SET
 LA1840'IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT, 8 FEET WEST OF
 LA1840'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE SOUTH END
 LA1840'OF THE STEEL GIRDER, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1131 ***********************************************************************
 ME1131  DESIGNATION -  62.461
 ME1131  PID         -  ME1131
 ME1131  STATE/COUNTY-  IN/LAKE
 ME1131  COUNTRY     -  US
 ME1131  USGS QUAD   -  SCHNEIDER (2019)
 ME1131
 ME1131                         *CURRENT SURVEY CONTROL
 ME1131  ______________________________________________________________________
 ME1131* NAD 83(1986) POSITION- 41 12 07.     (N) 087 26 48.     (W)   SCALED
 ME1131* NAVD 88 ORTHO HEIGHT -   193.329 (meters)      634.28  (feet) ADJUSTED
 ME1131  ______________________________________________________________________
 ME1131  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 ME1131  DYNAMIC HEIGHT  -        193.248 (meters)      634.01  (feet) COMP
 ME1131  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 ME1131
 ME1131  VERT ORDER      -  FIRST     CLASS II
 ME1131
 ME1131.The horizontal coordinates were scaled from a map and have
 ME1131.an estimated accuracy of +/- 6 seconds.
 ME1131
 ME1131.The orthometric height was determined by differential leveling and
 ME1131.adjusted by the NATIONAL GEODETIC SURVEY
 ME1131.in June 1991.
 ME1131
 ME1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1131.GEOID18 height accuracy estimate available here.
 ME1131
 ME1131.Click photographs - Photos may exist for this station.
 ME1131
 ME1131.The dynamic height is computed by dividing the NAVD 88
 ME1131.geopotential number by the normal gravity value computed on the
 ME1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1131.degrees latitude (g = 980.6199 gals.).
 ME1131
 ME1131.The modeled gravity was interpolated from observed gravity values.
 ME1131
 ME1131;                    North         East    Units  Estimated Accuracy
 ME1131;SPC IN W     -   661,050.      869,530.      MT  (+/- 180 meters Scaled)
 ME1131
 ME1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625612(NAD 83)
 ME1131
 ME1131                          SUPERSEDED SURVEY CONTROL
 ME1131
 ME1131  NGVD 29 (??/??/92)  193.416  (m)          634.57   (f) ADJ UNCH    1 2
 ME1131
 ME1131.Superseded values are not recommended for survey control.
 ME1131
 ME1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1131.See file dsdata.pdf to determine how the superseded data were derived.
 ME1131
 ME1131_MARKER: X = CHISELED CROSS
 ME1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1131_SP_SET: ABUTMENT
 ME1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1131
 ME1131  HISTORY     - Date     Condition        Report By
 ME1131  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1131  HISTORY     - 1954     POOR             CGS
 ME1131
 ME1131                          STATION DESCRIPTION
 ME1131
 ME1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1131'1 MI N FROM SCHNEIDER.
 ME1131'ABOUT 0.95 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1131'THE STATION AT SCHNEIDER, ABOUT 125 YARDS SOUTH OF RAILROAD
 ME1131'STATION STAKE NO. 1670, A CHISELED CROSS ON THE TOP OF THE
 ME1131'NORTHWEST CORNER OF CONCRETE BACKWALL OF SOUTH CONCRETE ABUTMENT
 ME1131'OF RAILROAD BRIDGE NO. 51.09 OVER A CREEK, 7 FEET WEST OF WEST
 ME1131'RAIL OF WEST TRACK AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 ME1131'NOTE-- CONCRETE IS CRACKED AND THE STRUCTURE APPEARS TO BE
 ME1131'UNSTABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0163 ***********************************************************************
 JA0163  DESIGNATION -  636
 JA0163  PID         -  JA0163
 JA0163  STATE/COUNTY-  IN/ORANGE
 JA0163  COUNTRY     -  US
 JA0163  USGS QUAD   -  MITCHELL (2019)
 JA0163
 JA0163                         *CURRENT SURVEY CONTROL
 JA0163  ______________________________________________________________________
 JA0163* NAD 83(1986) POSITION- 38 40 00.     (N) 086 27 05.     (W)   SCALED
 JA0163* NAVD 88 ORTHO HEIGHT -   193.574 (meters)      635.08  (feet) ADJUSTED
 JA0163  ______________________________________________________________________
 JA0163  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 JA0163  DYNAMIC HEIGHT  -        193.446 (meters)      634.66  (feet) COMP
 JA0163  MODELED GRAVITY -    979,961.0   (mgal)                       NAVD 88
 JA0163
 JA0163  VERT ORDER      -  FIRST     CLASS II
 JA0163
 JA0163.The horizontal coordinates were scaled from a map and have
 JA0163.an estimated accuracy of +/- 6 seconds.
 JA0163
 JA0163.The orthometric height was determined by differential leveling and
 JA0163.adjusted by the NATIONAL GEODETIC SURVEY
 JA0163.in June 1991.
 JA0163
 JA0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0163.GEOID18 height accuracy estimate available here.
 JA0163
 JA0163.Click photographs - Photos may exist for this station.
 JA0163
 JA0163.The dynamic height is computed by dividing the NAVD 88
 JA0163.geopotential number by the normal gravity value computed on the
 JA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0163.degrees latitude (g = 980.6199 gals.).
 JA0163
 JA0163.The modeled gravity was interpolated from observed gravity values.
 JA0163
 JA0163;                    North         East    Units  Estimated Accuracy
 JA0163;SPC IN W     -   379,680.      955,000.      MT  (+/- 180 meters Scaled)
 JA0163
 JA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477799(NAD 83)
 JA0163
 JA0163                          SUPERSEDED SURVEY CONTROL
 JA0163
 JA0163  NGVD 29 (??/??/92)  193.683  (m)          635.44   (f) ADJ UNCH    1 2
 JA0163
 JA0163.Superseded values are not recommended for survey control.
 JA0163
 JA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0163.See file dsdata.pdf to determine how the superseded data were derived.
 JA0163
 JA0163_MARKER: P = PIPE CAP
 JA0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0163_STAMPING: 636
 JA0163_MARK LOGO: USGS
 JA0163_PROJECTION: PROJECTING 20 CENTIMETERS
 JA0163_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0163
 JA0163  HISTORY     - Date     Condition        Report By
 JA0163  HISTORY     - 1911     MONUMENTED       USGS
 JA0163  HISTORY     - 1965     GOOD             CGS
 JA0163  HISTORY     - 1967     GOOD             CGS
 JA0163  HISTORY     - 1983     GOOD             USACE
 JA0163
 JA0163                          STATION DESCRIPTION
 JA0163
 JA0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0163'0.4 MI N FROM ORLEANS.
 JA0163'ABOUT 0.35 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0163'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 30,
 JA0163'T 3 N, R 1 E, AT A CROSSING OF THE RAILROAD AND WILSON STREET,
 JA0163'25 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 31 FEET NORTH
 JA0163'OF THE CENTER LINE OF WILSON STREET, 1 1/2 FEET SOUTHEAST OF A
 JA0163'6-INCH MULBERRY TREE, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS,
 JA0163'A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF AN IRON PIPE
 JA0163'PROJECTING 8 INCHES.
 JA0163
 JA0163                          STATION RECOVERY (1967)
 JA0163
 JA0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0163'RECOVERED IN GOOD CONDITION.
 JA0163
 JA0163                          STATION RECOVERY (1983)
 JA0163
 JA0163'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 JA0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0303 ***********************************************************************
 LB0303  DESIGNATION -  647.8
 LB0303  PID         -  LB0303
 LB0303  STATE/COUNTY-  IN/MIAMI
 LB0303  COUNTRY     -  US
 LB0303  USGS QUAD   -  PERU (2019)
 LB0303
 LB0303                         *CURRENT SURVEY CONTROL
 LB0303  ______________________________________________________________________
 LB0303* NAD 83(1986) POSITION- 40 45 09.     (N) 086 03 22.     (W)   SCALED
 LB0303* NAVD 88 ORTHO HEIGHT -   197.332 (meters)      647.41  (feet) ADJUSTED
 LB0303  ______________________________________________________________________
 LB0303  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 LB0303  DYNAMIC HEIGHT  -        197.237 (meters)      647.10  (feet) COMP
 LB0303  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 LB0303
 LB0303  VERT ORDER      -  SECOND    CLASS 0
 LB0303
 LB0303.The horizontal coordinates were scaled from a map and have
 LB0303.an estimated accuracy of +/- 6 seconds.
 LB0303
 LB0303.The orthometric height was determined by differential leveling and
 LB0303.adjusted by the NATIONAL GEODETIC SURVEY
 LB0303.in June 1991.
 LB0303
 LB0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0303.GEOID18 height accuracy estimate available here.
 LB0303
 LB0303.Click photographs - Photos may exist for this station.
 LB0303
 LB0303.The dynamic height is computed by dividing the NAVD 88
 LB0303.geopotential number by the normal gravity value computed on the
 LB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0303.degrees latitude (g = 980.6199 gals.).
 LB0303
 LB0303.The modeled gravity was interpolated from observed gravity values.
 LB0303
 LB0303;                    North         East    Units  Estimated Accuracy
 LB0303;SPC IN E     -   611,150.       67,110.      MT  (+/- 180 meters Scaled)
 LB0303
 LB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796117(NAD 83)
 LB0303
 LB0303                          SUPERSEDED SURVEY CONTROL
 LB0303
 LB0303  NGVD 29 (??/??/92)  197.455  (m)          647.82   (f) ADJ UNCH    2 0
 LB0303
 LB0303.Superseded values are not recommended for survey control.
 LB0303
 LB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0303.See file dsdata.pdf to determine how the superseded data were derived.
 LB0303
 LB0303_MARKER: Q = CHISELED SQUARE
 LB0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0303_SP_SET: BRIDGE CURBING
 LB0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0303
 LB0303  HISTORY     - Date     Condition        Report By
 LB0303  HISTORY     - UNK      MONUMENTED       USGS
 LB0303  HISTORY     - 1946     GOOD             CGS
 LB0303
 LB0303                          STATION DESCRIPTION
 LB0303
 LB0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0303'AT PERU.
 LB0303'AT PERU, ABOUT 0.4 MILE SOUTH ALONG SOUTH WAYNE STREET FROM
 LB0303'ITS INTERSECTION WITH MAIN STREET, SET AT THE SOUTH END OF A
 LB0303'SIX SPAN ARCH BRIDGE OVER THE WABASH RIVER, SET IN THE TOP OF
 LB0303'THE CONCRETE CURBING, 18 FEET WEST OF THE CENTER LINE OF
 LB0303'WAYNE STREET AND ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0305 ***********************************************************************
 LB0305  DESIGNATION -  649.4
 LB0305  PID         -  LB0305
 LB0305  STATE/COUNTY-  IN/MIAMI
 LB0305  COUNTRY     -  US
 LB0305  USGS QUAD   -  PERU (2019)
 LB0305
 LB0305                         *CURRENT SURVEY CONTROL
 LB0305  ______________________________________________________________________
 LB0305* NAD 83(1986) POSITION- 40 45 12.     (N) 086 02 14.     (W)   SCALED
 LB0305* NAVD 88 ORTHO HEIGHT -   197.808 (meters)      648.98  (feet) ADJUSTED
 LB0305  ______________________________________________________________________
 LB0305  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 LB0305  DYNAMIC HEIGHT  -        197.713 (meters)      648.66  (feet) COMP
 LB0305  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 LB0305
 LB0305  VERT ORDER      -  SECOND    CLASS 0
 LB0305
 LB0305.The horizontal coordinates were scaled from a map and have
 LB0305.an estimated accuracy of +/- 6 seconds.
 LB0305
 LB0305.The orthometric height was determined by differential leveling and
 LB0305.adjusted by the NATIONAL GEODETIC SURVEY
 LB0305.in June 1991.
 LB0305
 LB0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0305.GEOID18 height accuracy estimate available here.
 LB0305
 LB0305.Click photographs - Photos may exist for this station.
 LB0305
 LB0305.The dynamic height is computed by dividing the NAVD 88
 LB0305.geopotential number by the normal gravity value computed on the
 LB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0305.degrees latitude (g = 980.6199 gals.).
 LB0305
 LB0305.The modeled gravity was interpolated from observed gravity values.
 LB0305
 LB0305;                    North         East    Units  Estimated Accuracy
 LB0305;SPC IN E     -   611,230.       68,710.      MT  (+/- 180 meters Scaled)
 LB0305
 LB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL812118(NAD 83)
 LB0305
 LB0305                          SUPERSEDED SURVEY CONTROL
 LB0305
 LB0305  NGVD 29 (??/??/92)  197.932  (m)          649.38   (f) ADJ UNCH    2 0
 LB0305
 LB0305.Superseded values are not recommended for survey control.
 LB0305
 LB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0305.See file dsdata.pdf to determine how the superseded data were derived.
 LB0305
 LB0305_MARKER: Q = CHISELED SQUARE
 LB0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0305_SP_SET: BRIDGE RETAINING WALL
 LB0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0305
 LB0305  HISTORY     - Date     Condition        Report By
 LB0305  HISTORY     - UNK      MONUMENTED       USGS
 LB0305  HISTORY     - 1946     GOOD             CGS
 LB0305  HISTORY     - 1961     GOOD             LOCSUR
 LB0305  HISTORY     - 1989     GOOD             USPSQD
 LB0305
 LB0305                          STATION DESCRIPTION
 LB0305
 LB0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0305'1 MI E FROM PERU.
 LB0305'ABOUT 1.0 MILE EAST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LB0305'SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER AT
 LB0305'PERU, AT A STEEL BRIDGE OVER A CREEK, SET IN THE TOP OF THE
 LB0305'WEST CONCRETE RETAINING WALL ALONG DITCH, 37.5 FEET SOUTH OF
 LB0305'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET BELOW THE
 LB0305'ROAD.
 LB0305
 LB0305                          STATION RECOVERY (1961)
 LB0305
 LB0305'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0305'RECOVERED IN GOOD CONDITION.
 LB0305
 LB0305                          STATION RECOVERY (1989)
 LB0305
 LB0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1127 ***********************************************************************
 ME1127  DESIGNATION -  65.150
 ME1127  PID         -  ME1127
 ME1127  STATE/COUNTY-  IN/LAKE
 ME1127  COUNTRY     -  US
 ME1127  USGS QUAD   -  SCHNEIDER (2019)
 ME1127
 ME1127                         *CURRENT SURVEY CONTROL
 ME1127  ______________________________________________________________________
 ME1127* NAD 83(1986) POSITION- 41 10 48.     (N) 087 26 51.     (W)   SCALED
 ME1127* NAVD 88 ORTHO HEIGHT -   194.107 (meters)      636.83  (feet) ADJUSTED
 ME1127  ______________________________________________________________________
 ME1127  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 ME1127  DYNAMIC HEIGHT  -        194.025 (meters)      636.56  (feet) COMP
 ME1127  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME1127
 ME1127  VERT ORDER      -  FIRST     CLASS II
 ME1127
 ME1127.The horizontal coordinates were scaled from a map and have
 ME1127.an estimated accuracy of +/- 6 seconds.
 ME1127
 ME1127.The orthometric height was determined by differential leveling and
 ME1127.adjusted by the NATIONAL GEODETIC SURVEY
 ME1127.in June 1991.
 ME1127
 ME1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1127.GEOID18 height accuracy estimate available here.
 ME1127
 ME1127.Click photographs - Photos may exist for this station.
 ME1127
 ME1127.The dynamic height is computed by dividing the NAVD 88
 ME1127.geopotential number by the normal gravity value computed on the
 ME1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1127.degrees latitude (g = 980.6199 gals.).
 ME1127
 ME1127.The modeled gravity was interpolated from observed gravity values.
 ME1127
 ME1127;                    North         East    Units  Estimated Accuracy
 ME1127;SPC IN W     -   658,610.      869,450.      MT  (+/- 180 meters Scaled)
 ME1127
 ME1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624588(NAD 83)
 ME1127
 ME1127                          SUPERSEDED SURVEY CONTROL
 ME1127
 ME1127  NGVD 29 (??/??/92)  194.196  (m)          637.12   (f) ADJ UNCH    1 2
 ME1127
 ME1127.Superseded values are not recommended for survey control.
 ME1127
 ME1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1127.See file dsdata.pdf to determine how the superseded data were derived.
 ME1127
 ME1127_MARKER: X = CHISELED CROSS
 ME1127_SETTING: 0 = UNSPECIFIED SETTING
 ME1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1127
 ME1127  HISTORY     - Date     Condition        Report By
 ME1127  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1127  HISTORY     - 1954     GOOD             CGS
 ME1127
 ME1127                          STATION DESCRIPTION
 ME1127
 ME1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1127'0.6 MI S FROM SCHNEIDER.
 ME1127'ABOUT 0.65 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1127'THE STATION AT SCHNEIDER, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 ME1127'60 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 6 1/2 FEET EAST OF EAST
 ME1127'RAIL OF EAST TRACK, A 1-INCH CHISELED CROSS ON THE TOP OF THE
 ME1127'SOUTHWEST CORNER OF A 3-FOOT ABANDONED CONCRETE BASE AND ABOUT
 ME1127'LEVEL WITH TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1134 ***********************************************************************
 ME1134  DESIGNATION -  65.241
 ME1134  PID         -  ME1134
 ME1134  STATE/COUNTY-  IN/LAKE
 ME1134  COUNTRY     -  US
 ME1134  USGS QUAD   -  SCHNEIDER (2019)
 ME1134
 ME1134                         *CURRENT SURVEY CONTROL
 ME1134  ______________________________________________________________________
 ME1134* NAD 83(1986) POSITION- 41 12 46.     (N) 087 26 52.     (W)   SCALED
 ME1134* NAVD 88 ORTHO HEIGHT -   194.131 (meters)      636.91  (feet) ADJUSTED
 ME1134  ______________________________________________________________________
 ME1134  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 ME1134  DYNAMIC HEIGHT  -        194.050 (meters)      636.65  (feet) COMP
 ME1134  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 ME1134
 ME1134  VERT ORDER      -  FIRST     CLASS II
 ME1134
 ME1134.The horizontal coordinates were scaled from a map and have
 ME1134.an estimated accuracy of +/- 6 seconds.
 ME1134
 ME1134.The orthometric height was determined by differential leveling and
 ME1134.adjusted by the NATIONAL GEODETIC SURVEY
 ME1134.in June 1991.
 ME1134
 ME1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1134.GEOID18 height accuracy estimate available here.
 ME1134
 ME1134.Click photographs - Photos may exist for this station.
 ME1134
 ME1134.The dynamic height is computed by dividing the NAVD 88
 ME1134.geopotential number by the normal gravity value computed on the
 ME1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1134.degrees latitude (g = 980.6199 gals.).
 ME1134
 ME1134.The modeled gravity was interpolated from observed gravity values.
 ME1134
 ME1134;                    North         East    Units  Estimated Accuracy
 ME1134;SPC IN W     -   662,250.      869,440.      MT  (+/- 180 meters Scaled)
 ME1134
 ME1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624624(NAD 83)
 ME1134
 ME1134                          SUPERSEDED SURVEY CONTROL
 ME1134
 ME1134  NGVD 29 (??/??/92)  194.218  (m)          637.20   (f) ADJ UNCH    1 2
 ME1134
 ME1134.Superseded values are not recommended for survey control.
 ME1134
 ME1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1134.See file dsdata.pdf to determine how the superseded data were derived.
 ME1134
 ME1134_MARKER: X = CHISELED CROSS
 ME1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1134_SP_SET: ABUTMENT
 ME1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1134
 ME1134  HISTORY     - Date     Condition        Report By
 ME1134  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1134  HISTORY     - 1954     GOOD             CGS
 ME1134
 ME1134                          STATION DESCRIPTION
 ME1134
 ME1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1134'1.6 MI N FROM SCHNEIDER.
 ME1134'ABOUT 1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1134'THE STATION AT SCHNEIDER, ABOUT 40 YARDS NORTH OF RAILROAD
 ME1134'STATION STAKE NO. 1640, A CHISELED CROSS ON THE TOP OF THE
 ME1134'NORTHEAST CORNER OF BACK WALL OF NORTH CONCRETE ABUTMENT OF
 ME1134'RAILROAD STEEL BRIDGE NO. 5044 OVER A CREEK, 8 FEET EAST OF EAST
 ME1134'RAIL OF EAST TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0321 ***********************************************************************
 KA0321  DESIGNATION -  654
 KA0321  PID         -  KA0321
 KA0321  STATE/COUNTY-  IN/MONROE
 KA0321  COUNTRY     -  US
 KA0321  USGS QUAD   -  UNIONVILLE (2019)
 KA0321
 KA0321                         *CURRENT SURVEY CONTROL
 KA0321  ______________________________________________________________________
 KA0321* NAD 83(1986) POSITION- 39 09 43.     (N) 086 24 53.     (W)   SCALED
 KA0321* NAVD 88 ORTHO HEIGHT -   170.67  (+/-2cm)      559.9   (feet) VERTCON3
 KA0321  ______________________________________________________________________
 KA0321  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 KA0321  VERT ORDER      -  ? (See Below)
 KA0321
 KA0321.The horizontal coordinates were scaled from a map and have
 KA0321.an estimated accuracy of +/- 6 seconds.
 KA0321
 KA0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0321
 KA0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0321.GEOID18 height accuracy estimate available here.
 KA0321
 KA0321.The vertical order pertains to the NGVD 29 superseded value.
 KA0321
 KA0321.Click photographs - Photos may exist for this station.
 KA0321
 KA0321;                    North         East    Units  Estimated Accuracy
 KA0321;SPC IN W     -   434,690.      957,790.      MT  (+/- 180 meters Scaled)
 KA0321
 KA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ505349(NAD 83)
 KA0321
 KA0321                          SUPERSEDED SURVEY CONTROL
 KA0321
 KA0321  NGVD 29 (??/??/92)  170.785  (m)          560.32   (f) ADJ UNCH       
 KA0321
 KA0321.Superseded values are not recommended for survey control.
 KA0321
 KA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0321.See file dsdata.pdf to determine how the superseded data were derived.
 KA0321
 KA0321_MARKER: S = SPIKE
 KA0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0321_SP_SET: SYCAMORE TREE
 KA0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0321
 KA0321  HISTORY     - Date     Condition        Report By
 KA0321  HISTORY     - UNK      MONUMENTED       INHD
 KA0321  HISTORY     - 1935     GOOD             CGS
 KA0321  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 KA0321
 KA0321                          STATION DESCRIPTION
 KA0321
 KA0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0321'6.4 MI E FROM BLOOMINGTON.
 KA0321'6.4 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CITY HALL AT
 KA0321'BLOOMINGTON, MONROE COUNTY, 77 FEET EAST OF STATION 75+69, ABOUT
 KA0321'125 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTH SIDE
 KA0321'OF THE BASE OF A 10-AND-18-INCH TWIN SYCAMORE TREE, AND ABOUT
 KA0321'1-1/2 FEET ABOVE THE GROUND.  AN IRON SPIKE.
 KA0321
 KA0321                          STATION RECOVERY (2003)
 KA0321
 KA0321'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0148 ***********************************************************************
 JA0148  DESIGNATION -  655.1 USGS
 JA0148  PID         -  JA0148
 JA0148  STATE/COUNTY-  IN/LAWRENCE
 JA0148  COUNTRY     -  US
 JA0148  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0148
 JA0148                         *CURRENT SURVEY CONTROL
 JA0148  ______________________________________________________________________
 JA0148* NAD 83(1986) POSITION- 38 53 23.     (N) 086 29 15.     (W)   SCALED
 JA0148* NAVD 88 ORTHO HEIGHT -   199.579 (meters)      654.79  (feet) ADJUSTED
 JA0148  ______________________________________________________________________
 JA0148  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 JA0148  DYNAMIC HEIGHT  -        199.454 (meters)      654.38  (feet) COMP
 JA0148  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 JA0148
 JA0148  VERT ORDER      -  SECOND    CLASS 0
 JA0148
 JA0148.The horizontal coordinates were scaled from a map and have
 JA0148.an estimated accuracy of +/- 6 seconds.
 JA0148
 JA0148.The orthometric height was determined by differential leveling and
 JA0148.adjusted by the NATIONAL GEODETIC SURVEY
 JA0148.in June 1991.
 JA0148
 JA0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0148.GEOID18 height accuracy estimate available here.
 JA0148
 JA0148.Click photographs - Photos may exist for this station.
 JA0148
 JA0148.The dynamic height is computed by dividing the NAVD 88
 JA0148.geopotential number by the normal gravity value computed on the
 JA0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0148.degrees latitude (g = 980.6199 gals.).
 JA0148
 JA0148.The modeled gravity was interpolated from observed gravity values.
 JA0148
 JA0148;                    North         East    Units  Estimated Accuracy
 JA0148;SPC IN W     -   404,420.      951,690.      MT  (+/- 180 meters Scaled)
 JA0148
 JA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ444046(NAD 83)
 JA0148
 JA0148                          SUPERSEDED SURVEY CONTROL
 JA0148
 JA0148  NGVD 29 (??/??/92)  199.699  (m)          655.18   (f) ADJ UNCH    2 0
 JA0148
 JA0148.Superseded values are not recommended for survey control.
 JA0148
 JA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0148.See file dsdata.pdf to determine how the superseded data were derived.
 JA0148
 JA0148_MARKER: Q = CHISELED SQUARE
 JA0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0148_SP_SET: SEMAPHORE
 JA0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0148
 JA0148  HISTORY     - Date     Condition        Report By
 JA0148  HISTORY     - UNK      MONUMENTED       USGS
 JA0148  HISTORY     - 1935     GOOD             CGS
 JA0148
 JA0148                          STATION DESCRIPTION
 JA0148
 JA0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0148'1.7 MI N FROM BEDFORD.
 JA0148'1.7 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0148'RAILWAY FROM THE STATION AT BEDFORD, LAWRENCE COUNTY, 7 RAILS
 JA0148'NORTH OF A GRAVEL-ROAD CROSSING, AT SEMAPHORE-SIGNAL TOWER
 JA0148'244+2, ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 JA0148'FOUNDATION, AND 7.5 FEET EAST OF THE EAST RAIL.  A 1-1/4-INCH
 JA0148'OUTLINED SQUARE, PAINTED BM 655.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1063 ***********************************************************************
 KA1063  DESIGNATION -  655.617
 KA1063  PID         -  KA1063
 KA1063  STATE/COUNTY-  IN/PARKE
 KA1063  COUNTRY     -  US
 KA1063  USGS QUAD   -  WALLACE (2019)
 KA1063
 KA1063                         *CURRENT SURVEY CONTROL
 KA1063  ______________________________________________________________________
 KA1063* NAD 83(1986) POSITION- 39 52 39.     (N) 087 13 09.     (W)   SCALED
 KA1063* NAVD 88 ORTHO HEIGHT -   199.830 (meters)      655.61  (feet) ADJUSTED
 KA1063  ______________________________________________________________________
 KA1063  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 KA1063  DYNAMIC HEIGHT  -        199.719 (meters)      655.24  (feet) COMP
 KA1063  MODELED GRAVITY -    980,066.8   (mgal)                       NAVD 88
 KA1063
 KA1063  VERT ORDER      -  SECOND    CLASS 0
 KA1063
 KA1063.The horizontal coordinates were scaled from a map and have
 KA1063.an estimated accuracy of +/- 6 seconds.
 KA1063
 KA1063.The orthometric height was determined by differential leveling and
 KA1063.adjusted by the NATIONAL GEODETIC SURVEY
 KA1063.in June 1991.
 KA1063
 KA1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1063.GEOID18 height accuracy estimate available here.
 KA1063
 KA1063.Click photographs - Photos may exist for this station.
 KA1063
 KA1063.The dynamic height is computed by dividing the NAVD 88
 KA1063.geopotential number by the normal gravity value computed on the
 KA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1063.degrees latitude (g = 980.6199 gals.).
 KA1063
 KA1063.The modeled gravity was interpolated from observed gravity values.
 KA1063
 KA1063;                    North         East    Units  Estimated Accuracy
 KA1063;SPC IN W     -   513,930.      888,380.      MT  (+/- 180 meters Scaled)
 KA1063
 KA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK812141(NAD 83)
 KA1063
 KA1063                          SUPERSEDED SURVEY CONTROL
 KA1063
 KA1063  NGVD 29 (??/??/92)  199.921  (m)          655.91   (f) ADJ UNCH    2 0
 KA1063
 KA1063.Superseded values are not recommended for survey control.
 KA1063
 KA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1063.See file dsdata.pdf to determine how the superseded data were derived.
 KA1063
 KA1063_MARKER: Q = CHISELED SQUARE
 KA1063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1063_SP_SET: CULVERT HEADWALL
 KA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1063+STABILITY: SURFACE MOTION
 KA1063
 KA1063  HISTORY     - Date     Condition        Report By
 KA1063  HISTORY     - UNK      MONUMENTED       USGS
 KA1063  HISTORY     - 1946     GOOD             CGS
 KA1063
 KA1063                          STATION DESCRIPTION
 KA1063
 KA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1063'9.7 MI W FROM WAVELAND.
 KA1063'ABOUT 9.7 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1063'WITH STATE HIGHWAY 59 AT WAVELAND, 0.75 MILE EAST OF THE JUNCTION
 KA1063'OF U.S. HIGHWAY 41, 1.0 MILE WEST OF THE ENTRANCE TO THE TURKEY
 KA1063'RUN STATE PARK, AT A CROSS ROAD, 340 FEET EAST OF THE CENTER
 KA1063'LINE OF THE CROSS ROAD, 23 FEET SOUTH OF AND ABOUT 1.5 FEET
 KA1063'BELOW THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE
 KA1063'CENTER OF THE SOUTH CONCRETE HEAD WALL OF AN 18 INCH CORRUGATED
 KA1063'PIPE CULVERT.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST
 KA1063'OFFICE AT ROCKVILLE BY GOING 0.35 MILE WEST ALONG U.S. HIGHWAY
 KA1063'36, THENCE ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY 41, THENCE
 KA1063'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 47.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0308 ***********************************************************************
 LB0308  DESIGNATION -  655.8
 LB0308  PID         -  LB0308
 LB0308  STATE/COUNTY-  IN/MIAMI
 LB0308  COUNTRY     -  US
 LB0308  USGS QUAD   -  PERU (2019)
 LB0308
 LB0308                         *CURRENT SURVEY CONTROL
 LB0308  ______________________________________________________________________
 LB0308* NAD 83(1986) POSITION- 40 45 15.     (N) 086 01 23.     (W)   SCALED
 LB0308* NAVD 88 ORTHO HEIGHT -   199.729 (meters)      655.28  (feet) ADJUSTED
 LB0308  ______________________________________________________________________
 LB0308  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LB0308  DYNAMIC HEIGHT  -        199.632 (meters)      654.96  (feet) COMP
 LB0308  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LB0308
 LB0308  VERT ORDER      -  SECOND    CLASS 0
 LB0308
 LB0308.The horizontal coordinates were scaled from a map and have
 LB0308.an estimated accuracy of +/- 6 seconds.
 LB0308
 LB0308.The orthometric height was determined by differential leveling and
 LB0308.adjusted by the NATIONAL GEODETIC SURVEY
 LB0308.in June 1991.
 LB0308
 LB0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0308.GEOID18 height accuracy estimate available here.
 LB0308
 LB0308.Click photographs - Photos may exist for this station.
 LB0308
 LB0308.The dynamic height is computed by dividing the NAVD 88
 LB0308.geopotential number by the normal gravity value computed on the
 LB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0308.degrees latitude (g = 980.6199 gals.).
 LB0308
 LB0308.The modeled gravity was interpolated from observed gravity values.
 LB0308
 LB0308;                    North         East    Units  Estimated Accuracy
 LB0308;SPC IN E     -   611,320.       69,910.      MT  (+/- 180 meters Scaled)
 LB0308
 LB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL824119(NAD 83)
 LB0308
 LB0308                          SUPERSEDED SURVEY CONTROL
 LB0308
 LB0308  NGVD 29 (??/??/92)  199.853  (m)          655.68   (f) ADJ UNCH    2 0
 LB0308
 LB0308.Superseded values are not recommended for survey control.
 LB0308
 LB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0308.See file dsdata.pdf to determine how the superseded data were derived.
 LB0308
 LB0308_MARKER: Q = CHISELED SQUARE
 LB0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0308_SP_SET: BRIDGE WINGWALL
 LB0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0308
 LB0308  HISTORY     - Date     Condition        Report By
 LB0308  HISTORY     - UNK      MONUMENTED       CGS
 LB0308  HISTORY     - 1946     GOOD             CGS
 LB0308  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0308
 LB0308                          STATION DESCRIPTION
 LB0308
 LB0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0308'1.8 MI SE FROM PERU.
 LB0308'ABOUT 1.8 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0308'THE SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0308'AT PERU, AT A STEEL BRIDGE OVER THE MISSISSINEWA RIVER, A
 LB0308'CHISELED SQUARE IN THE TOP OF THE NORTHWEST STONE WING WALL
 LB0308'OF THE BRIDGE, 15 FEET WEST OF THE CENTER LINE OF THE TRAIL,
 LB0308'1.5 FEET BELOW THE BRIDGE.
 LB0308
 LB0308                          STATION RECOVERY (1989)
 LB0308
 LB0308'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1199 ***********************************************************************
 KA1199  DESIGNATION -  659
 KA1199  PID         -  KA1199
 KA1199  STATE/COUNTY-  IN/OWEN
 KA1199  COUNTRY     -  US
 KA1199  USGS QUAD   -  COAL CITY (2019)
 KA1199
 KA1199                         *CURRENT SURVEY CONTROL
 KA1199  ______________________________________________________________________
 KA1199* NAD 83(1986) POSITION- 39 13 49.     (N) 087 02 43.     (W)   SCALED
 KA1199* NAVD 88 ORTHO HEIGHT -   200.658 (meters)      658.33  (feet) POSTED
 KA1199  ______________________________________________________________________
 KA1199  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1199  DYNAMIC HEIGHT  -        200.54  (meters)      657.9   (feet) COMP
 KA1199  MODELED GRAVITY -    980,038.0   (mgal)                       NAVD 88
 KA1199
 KA1199  VERT ORDER      -  * POSTED, SEE BELOW
 KA1199
 KA1199.The horizontal coordinates were scaled from a map and have
 KA1199.an estimated accuracy of +/- 6 seconds.
 KA1199
 KA1199.The orthometric height was determined by differential leveling
 KA1199.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1199
 KA1199.* This is a POSTED BENCH MARK height.
 KA1199
 KA1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1199.GEOID18 height accuracy estimate available here.
 KA1199
 KA1199.Click photographs - Photos may exist for this station.
 KA1199
 KA1199.The dynamic height is computed by dividing the NAVD 88
 KA1199.geopotential number by the normal gravity value computed on the
 KA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1199.degrees latitude (g = 980.6199 gals.).
 KA1199
 KA1199.The modeled gravity was interpolated from observed gravity values.
 KA1199
 KA1199;                    North         East    Units  Estimated Accuracy
 KA1199;SPC IN W     -   442,060.      903,290.      MT  (+/- 180 meters Scaled)
 KA1199
 KA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ960423(NAD 83)
 KA1199
 KA1199                          SUPERSEDED SURVEY CONTROL
 KA1199
 KA1199  NGVD 29 (??/??/92)  200.776  (m)          658.71   (f) ADJ UNCH    1 2
 KA1199
 KA1199.Superseded values are not recommended for survey control.
 KA1199
 KA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1199.See file dsdata.pdf to determine how the superseded data were derived.
 KA1199
 KA1199_MARKER: DB = BENCH MARK DISK
 KA1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1199_SP_SET: BUILDING
 KA1199_STAMPING: 659
 KA1199_MARK LOGO: USGS
 KA1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1199
 KA1199  HISTORY     - Date     Condition        Report By
 KA1199  HISTORY     - 1906     MONUMENTED       USGS
 KA1199  HISTORY     - 1946     GOOD             CGS
 KA1199  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1199
 KA1199                          STATION DESCRIPTION
 KA1199
 KA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1199'AT COAL CITY.
 KA1199'AT COAL CITY, SET IN THE WEST FACE OF THE NORTHWEST CORNER OF
 KA1199'A TWO STORY BRICK BUILDING HOUSING THE MERCANTILE GENERAL STORE
 KA1199'(FORMERLY THE RED MANS HALL), 150 YARDS EAST OF THE NEW YORK
 KA1199'CENTRAL RAILROAD STATION, 34 FEET EAST OF THE CENTER LINE OF STATE
 KA1199'HIGHWAY 157, AND 2.3 FEET ABOVE THE SIDEWALK.  NOTE-- ONLY A
 KA1199'PORTION OF THE DISK REMAINS, THE LOWER LEFT SIDE IS BROKEN OFF,
 KA1199'THE CENTER (CROSS) IS STILL INTACT AND APPEARS SOLID AND IN GOOD
 KA1199'CONDITION.  NO STAMPING LEFT ON THE REMAINING PORTION OF THE DISK
 KA1199'BUT THE STORE OWNER HAS THE BROKEN PART OF THE DISK IN HIS
 KA1199'POSSESSION AND IT IS STAMPED 659.
 KA1199
 KA1199                          STATION RECOVERY (1985)
 KA1199
 KA1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1199'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0366 ***********************************************************************
 KA0366  DESIGNATION -  66.8
 KA0366  PID         -  KA0366
 KA0366  STATE/COUNTY-  IN/GREENE
 KA0366  COUNTRY     -  US
 KA0366  USGS QUAD   -  ARNEY (2019)
 KA0366
 KA0366                         *CURRENT SURVEY CONTROL
 KA0366  ______________________________________________________________________
 KA0366* NAD 83(1986) POSITION- 39 09 48.     (N) 086 54 03.     (W)   SCALED
 KA0366* NAVD 88 ORTHO HEIGHT -   162.931 (meters)      534.55  (feet) ADJUSTED
 KA0366  ______________________________________________________________________
 KA0366  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KA0366  DYNAMIC HEIGHT  -        162.834 (meters)      534.23  (feet) COMP
 KA0366  MODELED GRAVITY -    980,028.2   (mgal)                       NAVD 88
 KA0366
 KA0366  VERT ORDER      -  FIRST     CLASS II
 KA0366
 KA0366.The horizontal coordinates were scaled from a map and have
 KA0366.an estimated accuracy of +/- 6 seconds.
 KA0366
 KA0366.The orthometric height was determined by differential leveling and
 KA0366.adjusted by the NATIONAL GEODETIC SURVEY
 KA0366.in June 1991.
 KA0366
 KA0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0366.GEOID18 height accuracy estimate available here.
 KA0366
 KA0366.Click photographs - Photos may exist for this station.
 KA0366
 KA0366.The dynamic height is computed by dividing the NAVD 88
 KA0366.geopotential number by the normal gravity value computed on the
 KA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0366.degrees latitude (g = 980.6199 gals.).
 KA0366
 KA0366.The modeled gravity was interpolated from observed gravity values.
 KA0366
 KA0366;                    North         East    Units  Estimated Accuracy
 KA0366;SPC IN W     -   434,640.      915,770.      MT  (+/- 180 meters Scaled)
 KA0366
 KA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085349(NAD 83)
 KA0366
 KA0366                          SUPERSEDED SURVEY CONTROL
 KA0366
 KA0366  NGVD 29 (??/??/92)  163.063  (m)          534.98   (f) ADJ UNCH    1 2
 KA0366
 KA0366.Superseded values are not recommended for survey control.
 KA0366
 KA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0366.See file dsdata.pdf to determine how the superseded data were derived.
 KA0366
 KA0366_MARKER: Q = CHISELED SQUARE
 KA0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0366_SP_SET: CULVERT
 KA0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0366
 KA0366  HISTORY     - Date     Condition        Report By
 KA0366  HISTORY     - UNK      MONUMENTED       PRR
 KA0366  HISTORY     - 1944     GOOD             CGS
 KA0366
 KA0366                          STATION DESCRIPTION
 KA0366
 KA0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0366'1.1 MI SW FROM FARMERS.
 KA0366'1.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM FARMERS,
 KA0366'OWEN COUNTY, AT A PIPE CULVERT NEAR POLE 66/40, AND ON THE
 KA0366'NORTHWEST COPING.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0333 ***********************************************************************
 JA0333  DESIGNATION -  661 A
 JA0333  PID         -  JA0333
 JA0333  STATE/COUNTY-  IN/CRAWFORD
 JA0333  COUNTRY     -  US
 JA0333  USGS QUAD   -  LEAVENWORTH (2019)
 JA0333
 JA0333                         *CURRENT SURVEY CONTROL
 JA0333  ______________________________________________________________________
 JA0333* NAD 83(1986) POSITION- 38 11 38.     (N) 086 20 39.     (W)   SCALED
 JA0333* NAVD 88 ORTHO HEIGHT -   127.841 (meters)      419.43  (feet) ADJUSTED
 JA0333  ______________________________________________________________________
 JA0333  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 JA0333  DYNAMIC HEIGHT  -        127.749 (meters)      419.12  (feet) COMP
 JA0333  MODELED GRAVITY -    979,909.0   (mgal)                       NAVD 88
 JA0333
 JA0333  VERT ORDER      -  FIRST     CLASS II
 JA0333
 JA0333.The horizontal coordinates were scaled from a map and have
 JA0333.an estimated accuracy of +/- 6 seconds.
 JA0333
 JA0333.The orthometric height was determined by differential leveling and
 JA0333.adjusted by the NATIONAL GEODETIC SURVEY
 JA0333.in June 1991.
 JA0333
 JA0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0333.GEOID18 height accuracy estimate available here.
 JA0333
 JA0333.Click photographs - Photos may exist for this station.
 JA0333
 JA0333.The dynamic height is computed by dividing the NAVD 88
 JA0333.geopotential number by the normal gravity value computed on the
 JA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0333.degrees latitude (g = 980.6199 gals.).
 JA0333
 JA0333.The modeled gravity was interpolated from observed gravity values.
 JA0333
 JA0333;                    North         East    Units  Estimated Accuracy
 JA0333;SPC IN W     -   327,270.      964,750.      MT  (+/- 180 meters Scaled)
 JA0333
 JA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574275(NAD 83)
 JA0333
 JA0333                          SUPERSEDED SURVEY CONTROL
 JA0333
 JA0333  NGVD 29 (??/??/92)  127.950  (m)          419.78   (f) ADJ UNCH    1 2
 JA0333
 JA0333.Superseded values are not recommended for survey control.
 JA0333
 JA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0333.See file dsdata.pdf to determine how the superseded data were derived.
 JA0333
 JA0333_MARKER: Q = CHISELED SQUARE
 JA0333_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA0333_SP_SET: STONE FOUNDATION
 JA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0333+STABILITY: SURFACE MOTION
 JA0333
 JA0333  HISTORY     - Date     Condition        Report By
 JA0333  HISTORY     - UNK      MONUMENTED       USACE
 JA0333  HISTORY     - 1953     GOOD             CGS
 JA0333  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0333
 JA0333                          STATION DESCRIPTION
 JA0333
 JA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JA0333'AT LEAVENWORTH.
 JA0333'AT LEAVENWORTH, AT THE INTERSECTION OF NELSON STREET AND FRONT
 JA0333'STREET, 38 FEET SOUTHEAST OF CENTER LINE OF NELSON STREET, 22 1/2
 JA0333'FEET NORTHEAST OF CENTER LINE OF FRONT STREET, AN OUTLINED SQUARE
 JA0333'IN THE TOP OF ABANDONED STONE FOUNDATION, 11.2 FEET SOUTHEAST
 JA0333'OF NORTHWEST END OF FOUNDATION AND ABOUT 2 FEET ABOVE LEVEL OF
 JA0333'FRONT STREET.  THE LETTERS B M ARE CUT IN STONE AROUND OUTLINED
 JA0333'SQUARE.
 JA0333
 JA0333                          STATION RECOVERY (1965)
 JA0333
 JA0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0406 ***********************************************************************
 KA0406  DESIGNATION -  662.7
 KA0406  PID         -  KA0406
 KA0406  STATE/COUNTY-  IN/GREENE
 KA0406  COUNTRY     -  US
 KA0406  USGS QUAD   -  SOLSBERRY (2019)
 KA0406
 KA0406                         *CURRENT SURVEY CONTROL
 KA0406  ______________________________________________________________________
 KA0406* NAD 83(1986) POSITION- 39 00 56.     (N) 086 50 58.     (W)   SCALED
 KA0406* NAVD 88 ORTHO HEIGHT -   201.801 (meters)      662.08  (feet) ADJUSTED
 KA0406  ______________________________________________________________________
 KA0406  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 KA0406  DYNAMIC HEIGHT  -        201.676 (meters)      661.67  (feet) COMP
 KA0406  MODELED GRAVITY -    980,002.6   (mgal)                       NAVD 88
 KA0406
 KA0406  VERT ORDER      -  FIRST     CLASS II
 KA0406
 KA0406.The horizontal coordinates were scaled from a map and have
 KA0406.an estimated accuracy of +/- 6 seconds.
 KA0406
 KA0406.The orthometric height was determined by differential leveling and
 KA0406.adjusted by the NATIONAL GEODETIC SURVEY
 KA0406.in June 1991.
 KA0406
 KA0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0406.GEOID18 height accuracy estimate available here.
 KA0406
 KA0406.Click photographs - Photos may exist for this station.
 KA0406
 KA0406.The dynamic height is computed by dividing the NAVD 88
 KA0406.geopotential number by the normal gravity value computed on the
 KA0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0406.degrees latitude (g = 980.6199 gals.).
 KA0406
 KA0406.The modeled gravity was interpolated from observed gravity values.
 KA0406
 KA0406;                    North         East    Units  Estimated Accuracy
 KA0406;SPC IN W     -   418,250.      920,260.      MT  (+/- 180 meters Scaled)
 KA0406
 KA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ130185(NAD 83)
 KA0406
 KA0406                          SUPERSEDED SURVEY CONTROL
 KA0406
 KA0406  NGVD 29 (??/??/92)  201.929  (m)          662.50   (f) ADJ UNCH    1 2
 KA0406
 KA0406.Superseded values are not recommended for survey control.
 KA0406
 KA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0406.See file dsdata.pdf to determine how the superseded data were derived.
 KA0406
 KA0406_MARKER: Q = CHISELED SQUARE
 KA0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0406_SP_SET: CONCRETE PORCH
 KA0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0406
 KA0406  HISTORY     - Date     Condition        Report By
 KA0406  HISTORY     - UNK      MONUMENTED       USGS
 KA0406  HISTORY     - 1949     GOOD             CGS
 KA0406
 KA0406                          STATION DESCRIPTION
 KA0406
 KA0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0406'AT PARK.
 KA0406'AT PARK, A 1-INCH CHISELED SQUARE AT THE SOUTHEAST CORNER OF
 KA0406'THE CONCRETE PORCH OF THE PARK STORE, 37 FEET SOUTH OF THE CENTER
 KA0406'LINE OF THE EAST-WEST GRAVEL ROAD, 25 FEET WEST OF THE CENTER LINE
 KA0406'OF THE NORTH-SOUTH GRAVEL ROAD, 1.5 FEET NORTH OF THE NORTHEAST
 KA0406'CORNER OF THE STORE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KA0406'ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0311 ***********************************************************************
 LB0311  DESIGNATION -  664.7
 LB0311  PID         -  LB0311
 LB0311  STATE/COUNTY-  IN/MIAMI
 LB0311  COUNTRY     -  US
 LB0311  USGS QUAD   -  BUNKER HILL (2019)
 LB0311
 LB0311                         *CURRENT SURVEY CONTROL
 LB0311  ______________________________________________________________________
 LB0311* NAD 83(1986) POSITION- 40 44 52.     (N) 086 00 37.     (W)   SCALED
 LB0311* NAVD 88 ORTHO HEIGHT -   202.473 (meters)      664.28  (feet) ADJUSTED
 LB0311  ______________________________________________________________________
 LB0311  GEOID HEIGHT    -        -34.258 (meters)                     GEOID18
 LB0311  DYNAMIC HEIGHT  -        202.376 (meters)      663.96  (feet) COMP
 LB0311  MODELED GRAVITY -    980,139.1   (mgal)                       NAVD 88
 LB0311
 LB0311  VERT ORDER      -  SECOND    CLASS 0
 LB0311
 LB0311.The horizontal coordinates were scaled from a map and have
 LB0311.an estimated accuracy of +/- 6 seconds.
 LB0311
 LB0311.The orthometric height was determined by differential leveling and
 LB0311.adjusted by the NATIONAL GEODETIC SURVEY
 LB0311.in June 1991.
 LB0311
 LB0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0311.GEOID18 height accuracy estimate available here.
 LB0311
 LB0311.Click photographs - Photos may exist for this station.
 LB0311
 LB0311.The dynamic height is computed by dividing the NAVD 88
 LB0311.geopotential number by the normal gravity value computed on the
 LB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0311.degrees latitude (g = 980.6199 gals.).
 LB0311
 LB0311.The modeled gravity was interpolated from observed gravity values.
 LB0311
 LB0311;                    North         East    Units  Estimated Accuracy
 LB0311;SPC IN E     -   610,610.       70,980.      MT  (+/- 180 meters Scaled)
 LB0311
 LB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835112(NAD 83)
 LB0311
 LB0311                          SUPERSEDED SURVEY CONTROL
 LB0311
 LB0311  NGVD 29 (??/??/92)  202.598  (m)          664.69   (f) ADJ UNCH    2 0
 LB0311
 LB0311.Superseded values are not recommended for survey control.
 LB0311
 LB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0311.See file dsdata.pdf to determine how the superseded data were derived.
 LB0311
 LB0311_MARKER: Q = CHISELED SQUARE
 LB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0311+STABILITY: SURFACE MOTION
 LB0311
 LB0311  HISTORY     - Date     Condition        Report By
 LB0311  HISTORY     - UNK      MONUMENTED       USGS
 LB0311  HISTORY     - 1946     GOOD             CGS
 LB0311
 LB0311                          STATION DESCRIPTION
 LB0311
 LB0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0311'2.8 MI SE FROM PERU.
 LB0311'ABOUT 2.75 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0311'THE SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0311'AT PERU, AT THE JUNCTION OF A SIDE ROAD LEADING EAST, SET IN THE
 LB0311'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 12
 LB0311'INCH PIPE CULVERT, 22 FEET NORTH OF THE CENTER LINE OF THE SIDE
 LB0311'ROAD, 20 FEET EAST OF THE CENTER LINE OF THE TRAIL, 2 FEET
 LB0311'WEST OF THE SOUTHWEST CORNER OF A STONE POST WITH THE NAME
 LB0311'WALLACE IN CONCRETE ON TOP, AND ABOUT 1.5 FOOT ABOVE THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1227 ***********************************************************************
 KA1227  DESIGNATION -  669
 KA1227  PID         -  KA1227
 KA1227  STATE/COUNTY-  IN/VIGO
 KA1227  COUNTRY     -  US
 KA1227  USGS QUAD   -  SEELYVILLE (2019)
 KA1227
 KA1227                         *CURRENT SURVEY CONTROL
 KA1227  ______________________________________________________________________
 KA1227* NAD 83(1986) POSITION- 39 23 22.     (N) 087 17 56.     (W)   SCALED
 KA1227* NAVD 88 ORTHO HEIGHT -   173.041 (meters)      567.72  (feet) ADJUSTED
 KA1227  ______________________________________________________________________
 KA1227  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 KA1227  DYNAMIC HEIGHT  -        172.942 (meters)      567.39  (feet) COMP
 KA1227  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 KA1227
 KA1227  VERT ORDER      -  FIRST     CLASS II
 KA1227
 KA1227.The horizontal coordinates were scaled from a map and have
 KA1227.an estimated accuracy of +/- 6 seconds.
 KA1227
 KA1227.The orthometric height was determined by differential leveling and
 KA1227.adjusted by the NATIONAL GEODETIC SURVEY
 KA1227.in June 1991.
 KA1227
 KA1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1227.GEOID18 height accuracy estimate available here.
 KA1227
 KA1227.Click photographs - Photos may exist for this station.
 KA1227
 KA1227.The dynamic height is computed by dividing the NAVD 88
 KA1227.geopotential number by the normal gravity value computed on the
 KA1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1227.degrees latitude (g = 980.6199 gals.).
 KA1227
 KA1227.The modeled gravity was interpolated from observed gravity values.
 KA1227
 KA1227;                    North         East    Units  Estimated Accuracy
 KA1227;SPC IN W     -   459,750.      881,430.      MT  (+/- 180 meters Scaled)
 KA1227
 KA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ742600(NAD 83)
 KA1227
 KA1227                          SUPERSEDED SURVEY CONTROL
 KA1227
 KA1227  NGVD 29 (??/??/92)  173.162  (m)          568.12   (f) ADJ UNCH    1 2
 KA1227
 KA1227.Superseded values are not recommended for survey control.
 KA1227
 KA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1227.See file dsdata.pdf to determine how the superseded data were derived.
 KA1227
 KA1227_MARKER: DB = BENCH MARK DISK
 KA1227_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA1227_SP_SET: BUILDING
 KA1227_STAMPING: 669
 KA1227_MARK LOGO: USGS
 KA1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1227+STABILITY: SURFACE MOTION
 KA1227
 KA1227  HISTORY     - Date     Condition        Report By
 KA1227  HISTORY     - 1907     MONUMENTED       USGS
 KA1227  HISTORY     - 1946     GOOD             CGS
 KA1227  HISTORY     - 1985     GOOD             NGS
 KA1227  HISTORY     - 20200426 GOOD             USPSQD
 KA1227
 KA1227                          STATION DESCRIPTION
 KA1227
 KA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1227'AT RILEY.
 KA1227'RECOVERED AS FOLLOWS-- AT RILEY, SET VERTICALLY IN THE SOUTH
 KA1227'WALL AND NEAR THE SOUTHEAST CORNER OF THE I.O.O.F. BUILDING, 262
 KA1227'FEET NORTH OF THE NEW YORK CENTRAL RAILROAD TRACK, 2 FEET ABOVE
 KA1227'THE GROUND.  NOTE-- THIS MARK IS DEFINITELY STAMPED 569.
 KA1227
 KA1227                          STATION RECOVERY (1985)
 KA1227
 KA1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1227'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN RILEY, AT
 KA1227'THE JUNCTION OF FIRST AND SOUTH WASHINGTON STREETS, SET VERTICALLY IN
 KA1227'THE SOUTH FACE OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF THE J
 KA1227'AND F MARKET, 10.3 M (33.8 FT) NORTH OF THE CENTER OF FIRST STREET,
 KA1227'7.4 M (24.3 FT) WEST OF THE CENTER OF SOUTH WASHINGTON STREET, AND
 KA1227'0.3 M (1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 KA1227'THE MARK IS 0.6 M ABOVE THE GROUND.
 KA1227
 KA1227                          STATION RECOVERY (2020)
 KA1227
 KA1227'RECOVERY NOTE BY US POWER SQUADRON 2020 (DLG)
 KA1227'LOCATION DESCRIPTION ADEQUATE.  BUILDING IS NOW RILEY GYPSY SOUL
 KA1227'ANTIQUES AND SUCH.  DISK HAS SURFACE SCRATCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0959 ***********************************************************************
 KA0959  DESIGNATION -  669 20 M
 KA0959  PID         -  KA0959
 KA0959  STATE/COUNTY-  IN/PARKE
 KA0959  COUNTRY     -  US
 KA0959  USGS QUAD   -  WALLACE (2019)
 KA0959
 KA0959                         *CURRENT SURVEY CONTROL
 KA0959  ______________________________________________________________________
 KA0959* NAD 83(1986) POSITION- 39 52 37.     (N) 087 13 57.     (W)   SCALED
 KA0959* NAVD 88 ORTHO HEIGHT -   203.845 (meters)      668.78  (feet) ADJUSTED
 KA0959  ______________________________________________________________________
 KA0959  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 KA0959  DYNAMIC HEIGHT  -        203.732 (meters)      668.41  (feet) COMP
 KA0959  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 KA0959
 KA0959  VERT ORDER      -  SECOND    CLASS 0
 KA0959
 KA0959.The horizontal coordinates were scaled from a map and have
 KA0959.an estimated accuracy of +/- 6 seconds.
 KA0959
 KA0959.The orthometric height was determined by differential leveling and
 KA0959.adjusted by the NATIONAL GEODETIC SURVEY
 KA0959.in June 1991.
 KA0959
 KA0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0959.GEOID18 height accuracy estimate available here.
 KA0959
 KA0959.Click photographs - Photos may exist for this station.
 KA0959
 KA0959.The dynamic height is computed by dividing the NAVD 88
 KA0959.geopotential number by the normal gravity value computed on the
 KA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0959.degrees latitude (g = 980.6199 gals.).
 KA0959
 KA0959.The modeled gravity was interpolated from observed gravity values.
 KA0959
 KA0959;                    North         East    Units  Estimated Accuracy
 KA0959;SPC IN W     -   513,870.      887,240.      MT  (+/- 180 meters Scaled)
 KA0959
 KA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801141(NAD 83)
 KA0959
 KA0959                          SUPERSEDED SURVEY CONTROL
 KA0959
 KA0959  NGVD 29 (??/??/92)  203.934  (m)          669.07   (f) ADJ UNCH    2 0
 KA0959
 KA0959.Superseded values are not recommended for survey control.
 KA0959
 KA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0959.See file dsdata.pdf to determine how the superseded data were derived.
 KA0959
 KA0959_MARKER: DD = SURVEY DISK
 KA0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0959_STAMPING: 669 20 M 1946
 KA0959_MARK LOGO: USGS
 KA0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0959+STABILITY: SURFACE MOTION
 KA0959
 KA0959  HISTORY     - Date     Condition        Report By
 KA0959  HISTORY     - 1946     MONUMENTED       USGS
 KA0959  HISTORY     - 1946     GOOD             CGS
 KA0959
 KA0959                          STATION DESCRIPTION
 KA0959
 KA0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0959'8.2 MI N FROM ROCKVILLE.
 KA0959'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0959'AT ROCKVILLE, THENCE ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY
 KA0959'41, AT THE JUNCTION OF STATE HIGHWAY 47, 89 FEET EAST OF THE
 KA0959'CENTER LINE OF HIGHWAY 41, 76 FEET SOUTH OF THE CENTER LINE OF
 KA0959'HIGHWAY 47, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH
 KA0959'FORK OF THE JUNCTION, 127 FEET NORTH OF THE NORTHEAST CORNER OF
 KA0959'A SERVICE STATION, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KA0959'AND ABOUT LEVEL WITH THE CENTER LINE OF HIGHWAY 41.  A UNITED
 KA0959'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 669 20 M 1946 AND
 KA0959'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS SLIGHTLY
 KA0959'SLANTING AS IT HAS BEEN HIT BY A TRUCK OR TRACTOR, BUT MARK IS
 KA0959'STABLE FOR ALL PRACTICAL PURPOSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0960 ***********************************************************************
 KA0960  DESIGNATION -  669.345
 KA0960  PID         -  KA0960
 KA0960  STATE/COUNTY-  IN/PARKE
 KA0960  COUNTRY     -  US
 KA0960  USGS QUAD   -  WALLACE (2019)
 KA0960
 KA0960                         *CURRENT SURVEY CONTROL
 KA0960  ______________________________________________________________________
 KA0960* NAD 83(1986) POSITION- 39 52 42.     (N) 087 13 58.     (W)   SCALED
 KA0960* NAVD 88 ORTHO HEIGHT -   204.017 (meters)      669.35  (feet) ADJUSTED
 KA0960  ______________________________________________________________________
 KA0960  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 KA0960  DYNAMIC HEIGHT  -        203.904 (meters)      668.98  (feet) COMP
 KA0960  MODELED GRAVITY -    980,067.6   (mgal)                       NAVD 88
 KA0960
 KA0960  VERT ORDER      -  SECOND    CLASS 0
 KA0960
 KA0960.The horizontal coordinates were scaled from a map and have
 KA0960.an estimated accuracy of +/- 6 seconds.
 KA0960
 KA0960.The orthometric height was determined by differential leveling and
 KA0960.adjusted by the NATIONAL GEODETIC SURVEY
 KA0960.in June 1991.
 KA0960
 KA0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0960.GEOID18 height accuracy estimate available here.
 KA0960
 KA0960.Click photographs - Photos may exist for this station.
 KA0960
 KA0960.The dynamic height is computed by dividing the NAVD 88
 KA0960.geopotential number by the normal gravity value computed on the
 KA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0960.degrees latitude (g = 980.6199 gals.).
 KA0960
 KA0960.The modeled gravity was interpolated from observed gravity values.
 KA0960
 KA0960;                    North         East    Units  Estimated Accuracy
 KA0960;SPC IN W     -   514,020.      887,220.      MT  (+/- 180 meters Scaled)
 KA0960
 KA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK800142(NAD 83)
 KA0960
 KA0960                          SUPERSEDED SURVEY CONTROL
 KA0960
 KA0960  NGVD 29 (??/??/92)  204.106  (m)          669.64   (f) ADJ UNCH    2 0
 KA0960
 KA0960.Superseded values are not recommended for survey control.
 KA0960
 KA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0960.See file dsdata.pdf to determine how the superseded data were derived.
 KA0960
 KA0960_MARKER: Q = CHISELED SQUARE
 KA0960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0960_SP_SET: CULVERT HEADWALL
 KA0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0960+STABILITY: SURFACE MOTION
 KA0960
 KA0960  HISTORY     - Date     Condition        Report By
 KA0960  HISTORY     - 1946     MONUMENTED       CGS
 KA0960
 KA0960                          STATION DESCRIPTION
 KA0960
 KA0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0960'8.3 MI N FROM ROCKVILLE.
 KA0960'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0960'AT ROCKVILLE, THENCE ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY
 KA0960'41, 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 47, IN THE
 KA0960'TOP AND CENTER OF THE EAST CONCRETE HEAD WALL OF AN 18 INCH PIPE
 KA0960'CULVERT, 18 FEET EAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE
 KA0960'OF THE HIGHWAY.  AN OUTLINED 1.5-INCH CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1776 ***********************************************************************
 LA1776  DESIGNATION -  673.4
 LA1776  PID         -  LA1776
 LA1776  STATE/COUNTY-  IN/MIAMI
 LA1776  COUNTRY     -  US
 LA1776  USGS QUAD   -  PEORIA (2019)
 LA1776
 LA1776                         *CURRENT SURVEY CONTROL
 LA1776  ______________________________________________________________________
 LA1776* NAD 83(1986) POSITION- 40 43 29.     (N) 085 59 08.     (W)   SCALED
 LA1776* NAVD 88 ORTHO HEIGHT -   205.110 (meters)      672.93  (feet) ADJUSTED
 LA1776  ______________________________________________________________________
 LA1776  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 LA1776  DYNAMIC HEIGHT  -        205.010 (meters)      672.60  (feet) COMP
 LA1776  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 LA1776
 LA1776  VERT ORDER      -  SECOND    CLASS 0
 LA1776
 LA1776.The horizontal coordinates were scaled from a map and have
 LA1776.an estimated accuracy of +/- 6 seconds.
 LA1776
 LA1776.The orthometric height was determined by differential leveling and
 LA1776.adjusted by the NATIONAL GEODETIC SURVEY
 LA1776.in June 1991.
 LA1776
 LA1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1776.GEOID18 height accuracy estimate available here.
 LA1776
 LA1776.Click photographs - Photos may exist for this station.
 LA1776
 LA1776.The dynamic height is computed by dividing the NAVD 88
 LA1776.geopotential number by the normal gravity value computed on the
 LA1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1776.degrees latitude (g = 980.6199 gals.).
 LA1776
 LA1776.The modeled gravity was interpolated from observed gravity values.
 LA1776
 LA1776;                    North         East    Units  Estimated Accuracy
 LA1776;SPC IN E     -   608,040.       73,060.      MT  (+/- 180 meters Scaled)
 LA1776
 LA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856086(NAD 83)
 LA1776
 LA1776                          SUPERSEDED SURVEY CONTROL
 LA1776
 LA1776  NGVD 29 (??/??/92)  205.235  (m)          673.34   (f) ADJ UNCH    2 0
 LA1776
 LA1776.Superseded values are not recommended for survey control.
 LA1776
 LA1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1776.See file dsdata.pdf to determine how the superseded data were derived.
 LA1776
 LA1776_MARKER: Q = CHISELED SQUARE
 LA1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1776_SP_SET: BRIDGE
 LA1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1776
 LA1776  HISTORY     - Date     Condition        Report By
 LA1776  HISTORY     - UNK      MONUMENTED       CGS
 LA1776  HISTORY     - 1946     GOOD             CGS
 LA1776
 LA1776                          STATION DESCRIPTION
 LA1776
 LA1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1776'1.4 MI NW FROM PEORIA.
 LA1776'ABOUT 1.4 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1776'THE BENDERS STORE AT PEORIA, AT A STEEL BRIDGE OVER THE
 LA1776'MISSISSINEWA RIVER, 140 FEET WEST OF B.M. 58M, A CHISELED SQUARE
 LA1776'IN THE TOP OF THE NORTHWEST STONE WING WALL OF THE BRIDGE, 14
 LA1776'FEET NORTH OF THE CENTER LINE OF THE TRAIL, AND ABOUT 1.5 FEET
 LA1776'BELOW THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1782 ***********************************************************************
 LA1782  DESIGNATION -  673.9
 LA1782  PID         -  LA1782
 LA1782  STATE/COUNTY-  IN/MIAMI
 LA1782  COUNTRY     -  US
 LA1782  USGS QUAD   -  PEORIA (2019)
 LA1782
 LA1782                         *CURRENT SURVEY CONTROL
 LA1782  ______________________________________________________________________
 LA1782* NAD 83(1986) POSITION- 40 43 04.     (N) 085 57 25.     (W)   SCALED
 LA1782* NAVD 88 ORTHO HEIGHT -   205.228 (meters)      673.32  (feet) ADJUSTED
 LA1782  ______________________________________________________________________
 LA1782  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA1782  DYNAMIC HEIGHT  -        205.128 (meters)      672.99  (feet) COMP
 LA1782  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 LA1782
 LA1782  VERT ORDER      -  SECOND    CLASS 0
 LA1782
 LA1782.The horizontal coordinates were scaled from a map and have
 LA1782.an estimated accuracy of +/- 6 seconds.
 LA1782
 LA1782.The orthometric height was determined by differential leveling and
 LA1782.adjusted by the NATIONAL GEODETIC SURVEY
 LA1782.in June 1991.
 LA1782
 LA1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1782.GEOID18 height accuracy estimate available here.
 LA1782
 LA1782.Click photographs - Photos may exist for this station.
 LA1782
 LA1782.The dynamic height is computed by dividing the NAVD 88
 LA1782.geopotential number by the normal gravity value computed on the
 LA1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1782.degrees latitude (g = 980.6199 gals.).
 LA1782
 LA1782.The modeled gravity was interpolated from observed gravity values.
 LA1782
 LA1782;                    North         East    Units  Estimated Accuracy
 LA1782;SPC IN E     -   607,260.       75,470.      MT  (+/- 180 meters Scaled)
 LA1782
 LA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL880079(NAD 83)
 LA1782
 LA1782                          SUPERSEDED SURVEY CONTROL
 LA1782
 LA1782  NGVD 29 (??/??/92)  205.353  (m)          673.73   (f) ADJ UNCH    2 0
 LA1782
 LA1782.Superseded values are not recommended for survey control.
 LA1782
 LA1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1782.See file dsdata.pdf to determine how the superseded data were derived.
 LA1782
 LA1782_MARKER: S = SPIKE
 LA1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1782_SP_SET: POPLAR TREE ROOT
 LA1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1782
 LA1782  HISTORY     - Date     Condition        Report By
 LA1782  HISTORY     - UNK      MONUMENTED       USGS
 LA1782  HISTORY     - 1946     GOOD             CGS
 LA1782  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1782
 LA1782                          STATION DESCRIPTION
 LA1782
 LA1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1782'AT PEORIA.
 LA1782'AT PEORIA ABOUT 0.1 MILE SOUTHEAST ALONG THE FRANCES SLOCUM
 LA1782'TRAIL FROM BENDERS STORE AT PEORIA, ABOUT 175 FEET SOUTHWEST OF
 LA1782'B.M. 56M WHICH IS IN THE NORTHWEST END OF THE NORTHWEST STONE
 LA1782'WING WALL OF A STEEL BRIDGE OVER MISSISSINEWA RIVER, SET IN
 LA1782'THE NORTH ROOT OF A 4 FOOT SILVER POPLAR TREE, 10 FEET SOUTHWEST
 LA1782'OF THE TRAIL AT THE JUNCTION OF A ROAD LEADING EAST.
 LA1782
 LA1782                          STATION RECOVERY (2023)
 LA1782
 LA1782'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1782'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0114 ***********************************************************************
 JA0114  DESIGNATION -  674.6 USGS
 JA0114  PID         -  JA0114
 JA0114  STATE/COUNTY-  IN/LAWRENCE
 JA0114  COUNTRY     -  US
 JA0114  USGS QUAD   -  BEDFORD EAST (2019)
 JA0114
 JA0114                         *CURRENT SURVEY CONTROL
 JA0114  ______________________________________________________________________
 JA0114* NAD 83(1986) POSITION- 38 45 37.     (N) 086 29 55.     (W)   SCALED
 JA0114* NAVD 88 ORTHO HEIGHT -   205.480 (meters)      674.15  (feet) ADJUSTED
 JA0114  ______________________________________________________________________
 JA0114  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 JA0114  DYNAMIC HEIGHT  -        205.347 (meters)      673.71  (feet) COMP
 JA0114  MODELED GRAVITY -    979,979.4   (mgal)                       NAVD 88
 JA0114
 JA0114  VERT ORDER      -  FIRST     CLASS II
 JA0114
 JA0114.The horizontal coordinates were scaled from a map and have
 JA0114.an estimated accuracy of +/- 6 seconds.
 JA0114
 JA0114.The orthometric height was determined by differential leveling and
 JA0114.adjusted by the NATIONAL GEODETIC SURVEY
 JA0114.in June 1991.
 JA0114
 JA0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0114.GEOID18 height accuracy estimate available here.
 JA0114
 JA0114.Click photographs - Photos may exist for this station.
 JA0114
 JA0114.The dynamic height is computed by dividing the NAVD 88
 JA0114.geopotential number by the normal gravity value computed on the
 JA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0114.degrees latitude (g = 980.6199 gals.).
 JA0114
 JA0114.The modeled gravity was interpolated from observed gravity values.
 JA0114
 JA0114;                    North         East    Units  Estimated Accuracy
 JA0114;SPC IN W     -   390,050.      950,820.      MT  (+/- 180 meters Scaled)
 JA0114
 JA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435902(NAD 83)
 JA0114
 JA0114                          SUPERSEDED SURVEY CONTROL
 JA0114
 JA0114  NGVD 29 (??/??/92)  205.592  (m)          674.51   (f) ADJ UNCH    1 2
 JA0114
 JA0114.Superseded values are not recommended for survey control.
 JA0114
 JA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0114.See file dsdata.pdf to determine how the superseded data were derived.
 JA0114
 JA0114_MARKER: Q = CHISELED SQUARE
 JA0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0114_SP_SET: CULVERT
 JA0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0114
 JA0114  HISTORY     - Date     Condition        Report By
 JA0114  HISTORY     - UNK      MONUMENTED       USGS
 JA0114  HISTORY     - 1949     GOOD             CGS
 JA0114
 JA0114                          STATION DESCRIPTION
 JA0114
 JA0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0114'2.6 MI NW FROM MITCHELL.
 JA0114'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0114'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0114'0.9 MILE WEST ALONG A GRAVEL ROAD, A CHISELED SQUARE ON THE TOP
 JA0114'AT THE EAST END OF THE NORTH HEADWALL OF A 12 FOOT BOX CULVERT,
 JA0114'168 FEET WEST OF THE CENTER LINE OF HIGHWAY 37, 24.5 FEET
 JA0114'NORTHEAST AND ACROSS THE ROAD FROM BM C 281, 10 FEET NORTH OF
 JA0114'THE CENTER LINE OF THE GRAVEL ROAD AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1058 ***********************************************************************
 KA1058  DESIGNATION -  675.099
 KA1058  PID         -  KA1058
 KA1058  STATE/COUNTY-  IN/PARKE
 KA1058  COUNTRY     -  US
 KA1058  USGS QUAD   -  WALLACE (2019)
 KA1058
 KA1058                         *CURRENT SURVEY CONTROL
 KA1058  ______________________________________________________________________
 KA1058* NAD 83(1986) POSITION- 39 52 51.     (N) 087 11 08.     (W)   SCALED
 KA1058* NAVD 88 ORTHO HEIGHT -   205.743 (meters)      675.01  (feet) ADJUSTED
 KA1058  ______________________________________________________________________
 KA1058  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 KA1058  DYNAMIC HEIGHT  -        205.628 (meters)      674.63  (feet) COMP
 KA1058  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 KA1058
 KA1058  VERT ORDER      -  SECOND    CLASS 0
 KA1058
 KA1058.The horizontal coordinates were scaled from a map and have
 KA1058.an estimated accuracy of +/- 6 seconds.
 KA1058
 KA1058.The orthometric height was determined by differential leveling and
 KA1058.adjusted by the NATIONAL GEODETIC SURVEY
 KA1058.in June 1991.
 KA1058
 KA1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1058.GEOID18 height accuracy estimate available here.
 KA1058
 KA1058.Click photographs - Photos may exist for this station.
 KA1058
 KA1058.The dynamic height is computed by dividing the NAVD 88
 KA1058.geopotential number by the normal gravity value computed on the
 KA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1058.degrees latitude (g = 980.6199 gals.).
 KA1058
 KA1058.The modeled gravity was interpolated from observed gravity values.
 KA1058
 KA1058;                    North         East    Units  Estimated Accuracy
 KA1058;SPC IN W     -   514,290.      891,260.      MT  (+/- 180 meters Scaled)
 KA1058
 KA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK841145(NAD 83)
 KA1058
 KA1058                          SUPERSEDED SURVEY CONTROL
 KA1058
 KA1058  NGVD 29 (??/??/92)  205.833  (m)          675.30   (f) ADJ UNCH    2 0
 KA1058
 KA1058.Superseded values are not recommended for survey control.
 KA1058
 KA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1058.See file dsdata.pdf to determine how the superseded data were derived.
 KA1058
 KA1058_MARKER: Q = CHISELED SQUARE
 KA1058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1058_SP_SET: CULVERT HEADWALL
 KA1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1058+STABILITY: SURFACE MOTION
 KA1058
 KA1058  HISTORY     - Date     Condition        Report By
 KA1058  HISTORY     - UNK      MONUMENTED       USGS
 KA1058  HISTORY     - 1946     GOOD             CGS
 KA1058
 KA1058                          STATION DESCRIPTION
 KA1058
 KA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1058'7.8 MI W FROM WAVELAND.
 KA1058'ABOUT 7.8 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1058'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 43 FEET
 KA1058'NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE
 KA1058'CENTERLINE OF THE NORTH ROAD, AND SET IN THE TOP OF THE CENTER OF THE
 KA1058'NORTHEAST HEAD WALL OF A 20 INCH CULVERT ABOUT 1 FOOT BELOW THE
 KA1058'CENTER OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1059 ***********************************************************************
 KA1059  DESIGNATION -  676 19 M
 KA1059  PID         -  KA1059
 KA1059  STATE/COUNTY-  IN/PARKE
 KA1059  COUNTRY     -  US
 KA1059  USGS QUAD   -  WALLACE (2019)
 KA1059
 KA1059                         *CURRENT SURVEY CONTROL
 KA1059  ______________________________________________________________________
 KA1059* NAD 83(1986) POSITION- 39 52 51.     (N) 087 11 09.     (W)   SCALED
 KA1059* NAVD 88 ORTHO HEIGHT -   206.030 (meters)      675.95  (feet) ADJUSTED
 KA1059  ______________________________________________________________________
 KA1059  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 KA1059  DYNAMIC HEIGHT  -        205.916 (meters)      675.58  (feet) COMP
 KA1059  MODELED GRAVITY -    980,066.1   (mgal)                       NAVD 88
 KA1059
 KA1059  VERT ORDER      -  SECOND    CLASS 0
 KA1059
 KA1059.The horizontal coordinates were scaled from a map and have
 KA1059.an estimated accuracy of +/- 6 seconds.
 KA1059
 KA1059.The orthometric height was determined by differential leveling and
 KA1059.adjusted by the NATIONAL GEODETIC SURVEY
 KA1059.in June 1991.
 KA1059
 KA1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1059.GEOID18 height accuracy estimate available here.
 KA1059
 KA1059.Click photographs - Photos may exist for this station.
 KA1059
 KA1059.The dynamic height is computed by dividing the NAVD 88
 KA1059.geopotential number by the normal gravity value computed on the
 KA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1059.degrees latitude (g = 980.6199 gals.).
 KA1059
 KA1059.The modeled gravity was interpolated from observed gravity values.
 KA1059
 KA1059;                    North         East    Units  Estimated Accuracy
 KA1059;SPC IN W     -   514,290.      891,230.      MT  (+/- 180 meters Scaled)
 KA1059
 KA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK841145(NAD 83)
 KA1059
 KA1059                          SUPERSEDED SURVEY CONTROL
 KA1059
 KA1059  NGVD 29 (??/??/92)  206.121  (m)          676.25   (f) ADJ UNCH    2 0
 KA1059
 KA1059.Superseded values are not recommended for survey control.
 KA1059
 KA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1059.See file dsdata.pdf to determine how the superseded data were derived.
 KA1059
 KA1059_MARKER: DD = SURVEY DISK
 KA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1059_STAMPING: 676 19M 1946
 KA1059_MARK LOGO: USGS
 KA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1059+STABILITY: SURFACE MOTION
 KA1059
 KA1059  HISTORY     - Date     Condition        Report By
 KA1059  HISTORY     - 1946     MONUMENTED       USGS
 KA1059  HISTORY     - 1946     GOOD             CGS
 KA1059
 KA1059                          STATION DESCRIPTION
 KA1059
 KA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1059'7.8 MI W FROM WAVELAND.
 KA1059'ABOUT 7.8 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1059'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 41.5 FEET
 KA1059'NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE
 KA1059'CENTER LINE OF THE ROAD NORTH, 24 FEET SOUTHWEST OF A TELEPHONE
 KA1059'POLE, AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A
 KA1059'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 676 19 M
 KA1059'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KA1059'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0312 ***********************************************************************
 LB0312  DESIGNATION -  678.5
 LB0312  PID         -  LB0312
 LB0312  STATE/COUNTY-  IN/MIAMI
 LB0312  COUNTRY     -  US
 LB0312  USGS QUAD   -  BUNKER HILL (2019)
 LB0312
 LB0312                         *CURRENT SURVEY CONTROL
 LB0312  ______________________________________________________________________
 LB0312* NAD 83(1986) POSITION- 40 44 16.     (N) 086 00 32.     (W)   SCALED
 LB0312* NAVD 88 ORTHO HEIGHT -   206.663 (meters)      678.03  (feet) ADJUSTED
 LB0312  ______________________________________________________________________
 LB0312  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 LB0312  DYNAMIC HEIGHT  -        206.563 (meters)      677.70  (feet) COMP
 LB0312  MODELED GRAVITY -    980,137.7   (mgal)                       NAVD 88
 LB0312
 LB0312  VERT ORDER      -  SECOND    CLASS 0
 LB0312
 LB0312.The horizontal coordinates were scaled from a map and have
 LB0312.an estimated accuracy of +/- 6 seconds.
 LB0312
 LB0312.The orthometric height was determined by differential leveling and
 LB0312.adjusted by the NATIONAL GEODETIC SURVEY
 LB0312.in June 1991.
 LB0312
 LB0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0312.GEOID18 height accuracy estimate available here.
 LB0312
 LB0312.Click photographs - Photos may exist for this station.
 LB0312
 LB0312.The dynamic height is computed by dividing the NAVD 88
 LB0312.geopotential number by the normal gravity value computed on the
 LB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0312.degrees latitude (g = 980.6199 gals.).
 LB0312
 LB0312.The modeled gravity was interpolated from observed gravity values.
 LB0312
 LB0312;                    North         East    Units  Estimated Accuracy
 LB0312;SPC IN E     -   609,500.       71,090.      MT  (+/- 180 meters Scaled)
 LB0312
 LB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL836101(NAD 83)
 LB0312
 LB0312                          SUPERSEDED SURVEY CONTROL
 LB0312
 LB0312  NGVD 29 (??/??/92)  206.788  (m)          678.44   (f) ADJ UNCH    2 0
 LB0312
 LB0312.Superseded values are not recommended for survey control.
 LB0312
 LB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0312.See file dsdata.pdf to determine how the superseded data were derived.
 LB0312
 LB0312_MARKER: Q = CHISELED SQUARE
 LB0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0312_SP_SET: CONCRETE BASE
 LB0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0312
 LB0312  HISTORY     - Date     Condition        Report By
 LB0312  HISTORY     - UNK      MONUMENTED       USGS
 LB0312  HISTORY     - 1946     GOOD             CGS
 LB0312
 LB0312                          STATION DESCRIPTION
 LB0312
 LB0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0312'3.4 MI SE FROM PERU.
 LB0312'ABOUT 3.45 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0312'THE SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0312'AT PERU, ABOUT 0.3 MILE NORTHWEST OF THE KATE PORTER TWO
 LB0312'STORY BRICK HOUSE, AT A FIELD ENTRANCE GATE, A CHISELED SQUARE
 LB0312'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST IRON PIPE
 LB0312'GATE POST, 46 FEET EAST OF TELEPHONE POLE NO. 125, 18 FEET
 LB0312'NORTHEAST OF THE CENTER LINE OF THE TRAIL, ABOUT LEVEL WITH
 LB0312'THE TRAIL, AND 8 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LB0312'FIELD ENTRANCE.  MARK MAY BE REACHED FROM THE BENDERS STORE
 LB0312'AT PEORIA BY GOING ABOUT 2.9 MILES NORTHWEST ALONG THE FRANCES
 LB0312'SLOCUM TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1887 ***********************************************************************
 JA1887  DESIGNATION -  68 CH
 JA1887  PID         -  JA1887
 JA1887  STATE/COUNTY-  IN/DUBOIS
 JA1887  COUNTRY     -  US
 JA1887  USGS QUAD   -  JASPER (2019)
 JA1887
 JA1887                         *CURRENT SURVEY CONTROL
 JA1887  ______________________________________________________________________
 JA1887* NAD 83(1997) POSITION- 38 26 13.63793(N) 086 56 16.88206(W)   ADJUSTED
 JA1887* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 JA1887  ______________________________________________________________________
 JA1887  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 JA1887  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 JA1887  HORZ ORDER      -  SECOND
 JA1887
 JA1887.The horizontal coordinates were established by classical geodetic methods
 JA1887.and adjusted by the National Geodetic Survey in May 1999.
 JA1887
 JA1887.The orthometric height was scaled from a topographic map.
 JA1887
 JA1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1887.GEOID18 height accuracy estimate available here.
 JA1887
 JA1887.Click photographs - Photos may exist for this station.
 JA1887
 JA1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1887
 JA1887. The following values were computed from the NAD 83(1997) position.
 JA1887
 JA1887;                    North         East     Units Scale Factor Converg.
 JA1887;SPC IN W     -   354,023.183   912,686.433   MT  0.99996865   +0 05 25.2
 JA1887;SPC IN W     - 1,161,491.06  2,994,372.07   sFT  0.99996865   +0 05 25.2
 JA1887;UTM  16      - 4,254,318.203   505,408.976   MT  0.99960036   +0 02 18.7
 JA1887
 JA1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1887!SPC IN W     -   0.99998205  x   0.99996865  =   0.99995070
 JA1887!UTM  16      -   0.99998205  x   0.99960036  =   0.99958242
 JA1887
 JA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0540854318(NAD 83)
 JA1887
 JA1887                          SUPERSEDED SURVEY CONTROL
 JA1887
 JA1887  NAD 83(1993)-  38 26 13.64296(N)    086 56 16.88502(W) AD(       ) 2
 JA1887  NAD 83(1986)-  38 26 13.64504(N)    086 56 16.88488(W) AD(       ) 2
 JA1887  NAD 27      -  38 26 13.45000(N)    086 56 16.88600(W) AD(       ) 2
 JA1887
 JA1887.Superseded values are not recommended for survey control.
 JA1887
 JA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1887.See file dsdata.pdf to determine how the superseded data were derived.
 JA1887
 JA1887_MARKER: DD = SURVEY DISK
 JA1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1887_STAMPING: 68 CH 1941
 JA1887_MARK LOGO: USGS
 JA1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1887+STABILITY: SURFACE MOTION
 JA1887
 JA1887  HISTORY     - Date     Condition        Report By
 JA1887  HISTORY     - 1941     MONUMENTED       USGS
 JA1887  HISTORY     - 1946     GOOD             CGS
 JA1887
 JA1887                          STATION DESCRIPTION
 JA1887
 JA1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1887'STATION IS APPROXIMATELY 3.7 MILES NORTH FROM THE MAIN SQUARE IN
 JA1887'JASPER, 2.0 MILES NORTH
 JA1887'FROM INDIANA STATE POLICE POST NO 8, AND 0.5 MILE SOUTH
 JA1887'FROM TRIANGULATION STATION
 JA1887'JASPER N BASE.  IT IS LOCATED IN THE
 JA1887'SOUTHWEST CORNER OF THE INTERSECTION OF STATE
 JA1887'HIGHWAY 56 AND A GRAVEL
 JA1887'ROAD.  IT WAS LOCATED BY TRAVERSE MEASUREMENT FROM THE JASPER
 JA1887'BASE LINE AND
 JA1887'WAS ALSO TIED IN WITH THE LEVELS RUN ALONG THAT BASE LINE.
 JA1887'THE MARK IS A STANDARD U S
 JA1887'G S DISK SET IN A CONCRETE POST.  THE MARK
 JA1887'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JA1887'STAMPED 68 CH 1941.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2284 ***********************************************************************
 LB2284  DESIGNATION -  68 W
 LB2284  PID         -  LB2284
 LB2284  STATE/COUNTY-  IN/NEWTON
 LB2284  COUNTRY     -  US
 LB2284  USGS QUAD   -  DONOVAN (2018)
 LB2284
 LB2284                         *CURRENT SURVEY CONTROL
 LB2284  ______________________________________________________________________
 LB2284* NAD 83(1997) POSITION- 40 54 30.93515(N) 087 31 33.31269(W)   ADJUSTED
 LB2284* NAVD 88 ORTHO HEIGHT -   209.58  (+/-2cm)      687.6   (feet) VERTCON3
 LB2284  ______________________________________________________________________
 LB2284  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 LB2284  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 LB2284  HORZ ORDER      -  SECOND
 LB2284  VERT ORDER      -  THIRD ? (See Below)
 LB2284
 LB2284.The horizontal coordinates were established by classical geodetic methods
 LB2284.and adjusted by the National Geodetic Survey in May 1999.
 LB2284
 LB2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2284
 LB2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2284.GEOID18 height accuracy estimate available here.
 LB2284
 LB2284.The vertical order pertains to the NGVD 29 superseded value.
 LB2284
 LB2284.Click photographs - Photos may exist for this station.
 LB2284
 LB2284.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2284
 LB2284. The following values were computed from the NAD 83(1997) position.
 LB2284
 LB2284;                    North         East     Units Scale Factor Converg.
 LB2284;SPC IN W     -   628,501.831   862,712.666   MT  0.99998377   -0 17 23.4
 LB2284;SPC IN W     - 2,062,009.76  2,830,416.47   sFT  0.99998377   -0 17 23.4
 LB2284;UTM  16      - 4,528,743.229   455,708.168   MT  0.99962414   -0 20 39.9
 LB2284
 LB2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2284!SPC IN W     -   0.99997233  x   0.99998377  =   0.99995610
 LB2284!UTM  16      -   0.99997233  x   0.99962414  =   0.99959648
 LB2284
 LB2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5570828743(NAD 83)
 LB2284
 LB2284                          SUPERSEDED SURVEY CONTROL
 LB2284
 LB2284  NAD 83(1986)-  40 54 30.94080(N)    087 31 33.32106(W) AD(       ) 2
 LB2284  NAD 27      -  40 54 30.81710(N)    087 31 33.21250(W) AD(       ) 2
 LB2284  NGVD 29             209.66   (m)          687.9    (f) LEVELING    3  
 LB2284
 LB2284.Superseded values are not recommended for survey control.
 LB2284
 LB2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2284.See file dsdata.pdf to determine how the superseded data were derived.
 LB2284
 LB2284_MARKER: DB = BENCH MARK DISK
 LB2284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB2284_STAMPING: PRIM TRAV STA NO 68 W 1921 ILL
 LB2284_MARK LOGO: USGS
 LB2284_PROJECTION: PROJECTING 20 CENTIMETERS
 LB2284_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB2284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2284
 LB2284  HISTORY     - Date     Condition        Report By
 LB2284  HISTORY     - 1921     MONUMENTED       USGS
 LB2284  HISTORY     - 1952     GOOD             USGS
 LB2284  HISTORY     - 20160204 GOOD             AMESC
 LB2284
 LB2284                          STATION DESCRIPTION
 LB2284
 LB2284'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 LB2284'PRIMARY TRAVERSE STATION NO. 68 W IS 0.6 MILE WEST OF STATION
 LB2284'TRIPLETT.  IT IS 20 FEET EAST OF THE CENTER OF A T-ROAD INTERSECTION
 LB2284'AND 3 FEET WEST OF A FENCELINE.  IT IS A STANDARD USGS BENCH MARK
 LB2284'DISK CAPPED ON A 3 INCH IRON PIPE WHICH PROJECTS 8 INCHES.  THE
 LB2284'DISK IS STAMPED PRIM TRAV STA NO 68 W 1921 ILL.
 LB2284
 LB2284                          STATION RECOVERY (1952)
 LB2284
 LB2284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (LWS)
 LB2284'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LB2284'DIRECTION ON THE 1947 LIST OF DIRECTIONS WAS FOUND TO BE IN ERROR OF
 LB2284'100 DEGREES DUE TO AN ERROR IN TRANSFER OF INITIALS.  THIS STATION
 LB2284'WAS LOCATED BY A SHORT BASE IN 1947 AND THE GEOGRAPHIC POSTION IS
 LB2284'ALSO IN ERROR AND WAS CORRECTED BY THIS PARTY.
 LB2284'
 LB2284'THE OLD GEOGRAPHIC POSITION OF THIS STATION SHOULD BE DESTROYED.
 LB2284
 LB2284                          STATION RECOVERY (2016)
 LB2284
 LB2284'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB2284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0916 ***********************************************************************
 JZ0916  DESIGNATION -  682.3
 JZ0916  PID         -  JZ0916
 JZ0916  STATE/COUNTY-  IN/DEARBORN
 JZ0916  COUNTRY     -  US
 JZ0916  USGS QUAD   -  HOOVEN (2016)
 JZ0916
 JZ0916                         *CURRENT SURVEY CONTROL
 JZ0916  ______________________________________________________________________
 JZ0916* NAD 83(1986) POSITION- 39 13 26.     (N) 084 50 33.     (W)   SCALED
 JZ0916* NAVD 88 ORTHO HEIGHT -   207.777 (meters)      681.68  (feet) ADJUSTED
 JZ0916  ______________________________________________________________________
 JZ0916  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ0916  DYNAMIC HEIGHT  -        207.650 (meters)      681.27  (feet) COMP
 JZ0916  MODELED GRAVITY -    980,012.9   (mgal)                       NAVD 88
 JZ0916
 JZ0916  VERT ORDER      -  SECOND    CLASS 0
 JZ0916
 JZ0916.The horizontal coordinates were scaled from a map and have
 JZ0916.an estimated accuracy of +/- 6 seconds.
 JZ0916
 JZ0916.The orthometric height was determined by differential leveling and
 JZ0916.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0916.in June 1991.
 JZ0916
 JZ0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0916.GEOID18 height accuracy estimate available here.
 JZ0916
 JZ0916.Click photographs - Photos may exist for this station.
 JZ0916
 JZ0916.The dynamic height is computed by dividing the NAVD 88
 JZ0916.geopotential number by the normal gravity value computed on the
 JZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0916.degrees latitude (g = 980.6199 gals.).
 JZ0916
 JZ0916.The modeled gravity was interpolated from observed gravity values.
 JZ0916
 JZ0916;                    North         East    Units  Estimated Accuracy
 JZ0916;SPC IN E     -   441,680.      171,170.      MT  (+/- 180 meters Scaled)
 JZ0916
 JZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862438(NAD 83)
 JZ0916
 JZ0916                          SUPERSEDED SURVEY CONTROL
 JZ0916
 JZ0916  NGVD 29 (??/??/92)  207.972  (m)          682.32   (f) ADJ UNCH    2 0
 JZ0916
 JZ0916.Superseded values are not recommended for survey control.
 JZ0916
 JZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0916.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0916
 JZ0916_MARKER: Q = CHISELED SQUARE
 JZ0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0916_SP_SET: BRIDGE
 JZ0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0916
 JZ0916  HISTORY     - Date     Condition        Report By
 JZ0916  HISTORY     - UNK      MONUMENTED       USGS
 JZ0916  HISTORY     - 1947     GOOD             CGS
 JZ0916
 JZ0916                          STATION DESCRIPTION
 JZ0916
 JZ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0916'1 MI NE FROM BRIGHT.
 JZ0916'0.95 MILE NORTHEAST ALONG A ROAD LEADING TO HARRISON, OHIO FROM
 JZ0916'THE PROVIDENCE CHURCH AT BRIGHT, A CHISELED SQUARE IN THE TOP OF
 JZ0916'THE EAST WING WALL OF A 15-FOOT CONCRETE BRIDGE OVER A CREEK,
 JZ0916'12.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 JZ0916'SOUTHEAST OF THE HEAD WALL AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0314 ***********************************************************************
 LB0314  DESIGNATION -  685.8
 LB0314  PID         -  LB0314
 LB0314  STATE/COUNTY-  IN/MIAMI
 LB0314  COUNTRY     -  US
 LB0314  USGS QUAD   -  BUNKER HILL (2019)
 LB0314
 LB0314                         *CURRENT SURVEY CONTROL
 LB0314  ______________________________________________________________________
 LB0314* NAD 83(1986) POSITION- 40 43 51.     (N) 086 00 10.     (W)   SCALED
 LB0314* NAVD 88 ORTHO HEIGHT -   208.903 (meters)      685.38  (feet) ADJUSTED
 LB0314  ______________________________________________________________________
 LB0314  GEOID HEIGHT    -        -34.275 (meters)                     GEOID18
 LB0314  DYNAMIC HEIGHT  -        208.802 (meters)      685.04  (feet) COMP
 LB0314  MODELED GRAVITY -    980,136.6   (mgal)                       NAVD 88
 LB0314
 LB0314  VERT ORDER      -  SECOND    CLASS 0
 LB0314
 LB0314.The horizontal coordinates were scaled from a map and have
 LB0314.an estimated accuracy of +/- 6 seconds.
 LB0314
 LB0314.The orthometric height was determined by differential leveling and
 LB0314.adjusted by the NATIONAL GEODETIC SURVEY
 LB0314.in June 1991.
 LB0314
 LB0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0314.GEOID18 height accuracy estimate available here.
 LB0314
 LB0314.Click photographs - Photos may exist for this station.
 LB0314
 LB0314.The dynamic height is computed by dividing the NAVD 88
 LB0314.geopotential number by the normal gravity value computed on the
 LB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0314.degrees latitude (g = 980.6199 gals.).
 LB0314
 LB0314.The modeled gravity was interpolated from observed gravity values.
 LB0314
 LB0314;                    North         East    Units  Estimated Accuracy
 LB0314;SPC IN E     -   608,720.       71,610.      MT  (+/- 180 meters Scaled)
 LB0314
 LB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL842093(NAD 83)
 LB0314
 LB0314                          SUPERSEDED SURVEY CONTROL
 LB0314
 LB0314  NGVD 29 (??/??/92)  209.028  (m)          685.79   (f) ADJ UNCH    2 0
 LB0314
 LB0314.Superseded values are not recommended for survey control.
 LB0314
 LB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0314.See file dsdata.pdf to determine how the superseded data were derived.
 LB0314
 LB0314_MARKER: N = NAIL
 LB0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0314_SP_SET: TREE ROOT
 LB0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0314
 LB0314  HISTORY     - Date     Condition        Report By
 LB0314  HISTORY     - UNK      MONUMENTED       USGS
 LB0314  HISTORY     - 1946     GOOD             CGS
 LB0314
 LB0314                          STATION DESCRIPTION
 LB0314
 LB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0314'2.4 MI NW FROM PEORIA.
 LB0314'ABOUT 2.4 MILES NORTHWEST ALONG THE FRANCES SLOCUM FROM BENDERS
 LB0314'STORE AT PEORIA, 120 FEET SOUTHEAST OF MARK 57M, A COPPER NAIL
 LB0314'AND WASHER IN THE NORTH ROOT OF AN 18 INCH MAPLE TREE, 23 FEET
 LB0314'NORTHEAST OF THE TRAIL, 2 FEET SOUTHWEST OF A FENCE LINE,
 LB0314'AND ABOUT 1.5 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0049 ***********************************************************************
 JA0049  DESIGNATION -  688
 JA0049  PID         -  JA0049
 JA0049  STATE/COUNTY-  IN/LAWRENCE
 JA0049  COUNTRY     -  US
 JA0049  USGS QUAD   -  MITCHELL (2019)
 JA0049
 JA0049                         *CURRENT SURVEY CONTROL
 JA0049  ______________________________________________________________________
 JA0049* NAD 83(1986) POSITION- 38 43 58.     (N) 086 28 18.     (W)   SCALED
 JA0049* NAVD 88 ORTHO HEIGHT -   209.392 (meters)      686.98  (feet) ADJUSTED
 JA0049  ______________________________________________________________________
 JA0049  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JA0049  DYNAMIC HEIGHT  -        209.256 (meters)      686.53  (feet) COMP
 JA0049  MODELED GRAVITY -    979,974.5   (mgal)                       NAVD 88
 JA0049
 JA0049  VERT ORDER      -  FIRST     CLASS II
 JA0049
 JA0049.The horizontal coordinates were scaled from a map and have
 JA0049.an estimated accuracy of +/- 6 seconds.
 JA0049
 JA0049.The orthometric height was determined by differential leveling and
 JA0049.adjusted by the NATIONAL GEODETIC SURVEY
 JA0049.in June 1991.
 JA0049
 JA0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0049.GEOID18 height accuracy estimate available here.
 JA0049
 JA0049.Click photographs - Photos may exist for this station.
 JA0049
 JA0049.The dynamic height is computed by dividing the NAVD 88
 JA0049.geopotential number by the normal gravity value computed on the
 JA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0049.degrees latitude (g = 980.6199 gals.).
 JA0049
 JA0049.The modeled gravity was interpolated from observed gravity values.
 JA0049
 JA0049;                    North         East    Units  Estimated Accuracy
 JA0049;SPC IN W     -   387,010.      953,180.      MT  (+/- 180 meters Scaled)
 JA0049
 JA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH459872(NAD 83)
 JA0049
 JA0049                          SUPERSEDED SURVEY CONTROL
 JA0049
 JA0049  NGVD 29 (??/??/92)  209.505  (m)          687.35   (f) ADJ UNCH    1 2
 JA0049
 JA0049.Superseded values are not recommended for survey control.
 JA0049
 JA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0049.See file dsdata.pdf to determine how the superseded data were derived.
 JA0049
 JA0049_MARKER: DB = BENCH MARK DISK
 JA0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0049_SP_SET: BUILDING
 JA0049_STAMPING: 688 687.351
 JA0049_MARK LOGO: USGS
 JA0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0049
 JA0049  HISTORY     - Date     Condition        Report By
 JA0049  HISTORY     - 1906     MONUMENTED       USGS
 JA0049  HISTORY     - 1965     GOOD             CGS
 JA0049  HISTORY     - 1967     GOOD             CGS
 JA0049
 JA0049                          STATION DESCRIPTION
 JA0049
 JA0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0049'AT MITCHELL.
 JA0049'AT MITCHELL, 1 BLOCK NORTH AND 1 BLOCK WEST OF THE CHICAGO,
 JA0049'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION, AT THE SOUTHWEST
 JA0049'CORNER OF THE INTERSECTION OF 6TH STREET AND WEST MAIN STREET,
 JA0049'SET VERTICALLY IN THE EAST FACE OF THE BANK OF MITCHELL BUILDING,
 JA0049'2.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 8.7
 JA0049'FEET WEST OF A FIRE HYDRANT, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 JA0049'THE SIDEWALK.
 JA0049
 JA0049                          STATION RECOVERY (1967)
 JA0049
 JA0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1057 ***********************************************************************
 KA1057  DESIGNATION -  688.6
 KA1057  PID         -  KA1057
 KA1057  STATE/COUNTY-  IN/PARKE
 KA1057  COUNTRY     -  US
 KA1057  USGS QUAD   -  WALLACE (2019)
 KA1057
 KA1057                         *CURRENT SURVEY CONTROL
 KA1057  ______________________________________________________________________
 KA1057* NAD 83(1986) POSITION- 39 52 30.     (N) 087 10 29.     (W)   SCALED
 KA1057* NAVD 88 ORTHO HEIGHT -   209.850 (meters)      688.48  (feet) ADJUSTED
 KA1057  ______________________________________________________________________
 KA1057  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 KA1057  DYNAMIC HEIGHT  -        209.733 (meters)      688.10  (feet) COMP
 KA1057  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA1057
 KA1057  VERT ORDER      -  SECOND    CLASS 0
 KA1057
 KA1057.The horizontal coordinates were scaled from a map and have
 KA1057.an estimated accuracy of +/- 6 seconds.
 KA1057
 KA1057.The orthometric height was determined by differential leveling and
 KA1057.adjusted by the NATIONAL GEODETIC SURVEY
 KA1057.in June 1991.
 KA1057
 KA1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1057.GEOID18 height accuracy estimate available here.
 KA1057
 KA1057.Click photographs - Photos may exist for this station.
 KA1057
 KA1057.The dynamic height is computed by dividing the NAVD 88
 KA1057.geopotential number by the normal gravity value computed on the
 KA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1057.degrees latitude (g = 980.6199 gals.).
 KA1057
 KA1057.The modeled gravity was interpolated from observed gravity values.
 KA1057
 KA1057;                    North         East    Units  Estimated Accuracy
 KA1057;SPC IN W     -   513,640.      892,180.      MT  (+/- 180 meters Scaled)
 KA1057
 KA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK850138(NAD 83)
 KA1057
 KA1057                          SUPERSEDED SURVEY CONTROL
 KA1057
 KA1057  NGVD 29 (??/??/92)  209.940  (m)          688.78   (f) ADJ UNCH    2 0
 KA1057
 KA1057.Superseded values are not recommended for survey control.
 KA1057
 KA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1057.See file dsdata.pdf to determine how the superseded data were derived.
 KA1057
 KA1057_MARKER: Q = CHISELED SQUARE
 KA1057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1057_SP_SET: CULVERT HEADWALL
 KA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1057+STABILITY: SURFACE MOTION
 KA1057
 KA1057  HISTORY     - Date     Condition        Report By
 KA1057  HISTORY     - UNK      MONUMENTED       USGS
 KA1057  HISTORY     - 1946     GOOD             CGS
 KA1057
 KA1057                          STATION DESCRIPTION
 KA1057
 KA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1057'7.1 MI W FROM WAVELAND.
 KA1057'ABOUT 7.1 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1057'WITH STATE HIGHWAY 59 AT WAVELAND, 0.4 MILE WEST OF A ROAD
 KA1057'LEADING SOUTH, AT A CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING
 KA1057'NORTHWEST AND EAST AND THE Y JUNCTION OF A ROAD LEADING WEST,
 KA1057'ABOUT 200 FEET WEST OF A PRIVATE ROAD LEADING NORTH TO A FARM
 KA1057'HOUSE ABOUT 0.2 MILE NORTH OF THE HIGHWAY, SET IN THE TOP OF AND
 KA1057'IN THE APPROXIMATE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A
 KA1057'24 INCH CORRUGATED PIPE CULVERT, 25 FEET SOUTH OF THE CENTER
 KA1057'LINE OF THE HIGHWAY AND THE JUNCTION OF THE ROAD WEST.  A
 KA1057'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0971 ***********************************************************************
 KA0971  DESIGNATION -  689.1
 KA0971  PID         -  KA0971
 KA0971  STATE/COUNTY-  IN/PARKE
 KA0971  COUNTRY     -  US
 KA0971  USGS QUAD   -  WALLACE (2019)
 KA0971
 KA0971                         *CURRENT SURVEY CONTROL
 KA0971  ______________________________________________________________________
 KA0971* NAD 83(1986) POSITION- 39 56 37.     (N) 087 14 16.     (W)   SCALED
 KA0971* NAVD 88 ORTHO HEIGHT -   210.006 (meters)      688.99  (feet) ADJUSTED
 KA0971  ______________________________________________________________________
 KA0971  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 KA0971  DYNAMIC HEIGHT  -        209.892 (meters)      688.62  (feet) COMP
 KA0971  MODELED GRAVITY -    980,077.3   (mgal)                       NAVD 88
 KA0971
 KA0971  VERT ORDER      -  SECOND    CLASS 0
 KA0971
 KA0971.The horizontal coordinates were scaled from a map and have
 KA0971.an estimated accuracy of +/- 6 seconds.
 KA0971
 KA0971.The orthometric height was determined by differential leveling and
 KA0971.adjusted by the NATIONAL GEODETIC SURVEY
 KA0971.in June 1991.
 KA0971
 KA0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0971.GEOID18 height accuracy estimate available here.
 KA0971
 KA0971.Click photographs - Photos may exist for this station.
 KA0971
 KA0971.The dynamic height is computed by dividing the NAVD 88
 KA0971.geopotential number by the normal gravity value computed on the
 KA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0971.degrees latitude (g = 980.6199 gals.).
 KA0971
 KA0971.The modeled gravity was interpolated from observed gravity values.
 KA0971
 KA0971;                    North         East    Units  Estimated Accuracy
 KA0971;SPC IN W     -   521,270.      886,800.      MT  (+/- 180 meters Scaled)
 KA0971
 KA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796215(NAD 83)
 KA0971
 KA0971                          SUPERSEDED SURVEY CONTROL
 KA0971
 KA0971  NGVD 29 (??/??/92)  210.084  (m)          689.25   (f) ADJ UNCH    2 0
 KA0971
 KA0971.Superseded values are not recommended for survey control.
 KA0971
 KA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0971.See file dsdata.pdf to determine how the superseded data were derived.
 KA0971
 KA0971_MARKER: Q = CHISELED SQUARE
 KA0971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0971_SP_SET: CULVERT HEADWALL
 KA0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0971+STABILITY: SURFACE MOTION
 KA0971
 KA0971  HISTORY     - Date     Condition        Report By
 KA0971  HISTORY     - UNK      MONUMENTED       USGS
 KA0971  HISTORY     - 1946     GOOD             CGS
 KA0971
 KA0971                          STATION DESCRIPTION
 KA0971
 KA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0971'7 MI S FROM STEAM CORNER.
 KA0971'ABOUT 6.95 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0971'AT STEAM CORNER, AT A CROSS ROAD, 18 FEET EAST OF THE CENTER LINE
 KA0971'OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KA0971'EAST, 9.5 FEET WEST OF A POWER LINE BRACE POLE, AND SET IN THE
 KA0971'TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A CONCRETE CULVERT.
 KA0971'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1121 ***********************************************************************
 ME1121  DESIGNATION -  69.075
 ME1121  PID         -  ME1121
 ME1121  STATE/COUNTY-  IN/NEWTON
 ME1121  COUNTRY     -  US
 ME1121  USGS QUAD   -  SCHNEIDER (2019)
 ME1121
 ME1121                         *CURRENT SURVEY CONTROL
 ME1121  ______________________________________________________________________
 ME1121* NAD 83(1986) POSITION- 41 09 05.     (N) 087 26 46.     (W)   SCALED
 ME1121* NAVD 88 ORTHO HEIGHT -   195.336 (meters)      640.86  (feet) ADJUSTED
 ME1121  ______________________________________________________________________
 ME1121  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 ME1121  DYNAMIC HEIGHT  -        195.253 (meters)      640.59  (feet) COMP
 ME1121  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME1121
 ME1121  VERT ORDER      -  FIRST     CLASS II
 ME1121
 ME1121.The horizontal coordinates were scaled from a map and have
 ME1121.an estimated accuracy of +/- 6 seconds.
 ME1121
 ME1121.The orthometric height was determined by differential leveling and
 ME1121.adjusted by the NATIONAL GEODETIC SURVEY
 ME1121.in June 1991.
 ME1121
 ME1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1121.GEOID18 height accuracy estimate available here.
 ME1121
 ME1121.Click photographs - Photos may exist for this station.
 ME1121
 ME1121.The dynamic height is computed by dividing the NAVD 88
 ME1121.geopotential number by the normal gravity value computed on the
 ME1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1121.degrees latitude (g = 980.6199 gals.).
 ME1121
 ME1121.The modeled gravity was interpolated from observed gravity values.
 ME1121
 ME1121;                    North         East    Units  Estimated Accuracy
 ME1121;SPC IN W     -   655,430.      869,550.      MT  (+/- 180 meters Scaled)
 ME1121
 ME1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625556(NAD 83)
 ME1121
 ME1121                          SUPERSEDED SURVEY CONTROL
 ME1121
 ME1121  NGVD 29 (??/??/92)  195.423  (m)          641.15   (f) ADJ UNCH    1 2
 ME1121
 ME1121.Superseded values are not recommended for survey control.
 ME1121
 ME1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1121.See file dsdata.pdf to determine how the superseded data were derived.
 ME1121
 ME1121_MARKER: X = CHISELED CROSS
 ME1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1121_SP_SET: CULVERT
 ME1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1121
 ME1121  HISTORY     - Date     Condition        Report By
 ME1121  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1121  HISTORY     - 1954     GOOD             CGS
 ME1121
 ME1121                          STATION DESCRIPTION
 ME1121
 ME1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1121'1 MI N FROM LAKE VILLAGE.
 ME1121'ABOUT 0.95 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1121'THE STATION AT LAKE VILLAGE, ABOUT 0.45 MILE NORTH OF CROSSING
 ME1121'OF STATE HIGHWAY 10, A CHISELED 1 1/2-INCH CROSS ON THE TOP OF
 ME1121'THE BELL OF EAST END OF THE SOUTH PIPE OF A TWIN 25-INCH IRON
 ME1121'PIPE CULVERT UNDER TRACK, 22 1/2 FEET EAST OF EAST RAIL, 71 FEET
 ME1121'SOUTHEAST AND ACROSS TRACK FROM RAILROAD STAKE NO. 1860 AND
 ME1121'ABOUT 3 FEET BELOW LEVEL OF TRACK.  THERE IS NO CONCRETE HEADWALLS
 ME1121'ON CULVERT AND IT IS DOUBTFUL IF PIPE CULVERTS ARE STABLE.
 ME1121'MARK SHOULD BE USED WITH CAUTION.  THIS MARK IS REACHED FROM
 ME1121'SCHNEIDER BY GOING ABOUT 2.6 MILES SOUTH ALONG THE NEW YORK
 ME1121'CENTRAL RAILROAD FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2118 ***********************************************************************
 JZ2118  DESIGNATION -  69.1
 JZ2118  PID         -  JZ2118
 JZ2118  STATE/COUNTY-  IN/JENNINGS
 JZ2118  COUNTRY     -  US
 JZ2118  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2118
 JZ2118                         *CURRENT SURVEY CONTROL
 JZ2118  ______________________________________________________________________
 JZ2118* NAD 83(1986) POSITION- 39 00 58.     (N) 085 34 27.     (W)   SCALED
 JZ2118* NAVD 88 ORTHO HEIGHT -   231.289 (meters)      758.82  (feet) POSTED
 JZ2118  ______________________________________________________________________
 JZ2118  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 JZ2118  DYNAMIC HEIGHT  -        231.14  (meters)      758.3   (feet) COMP
 JZ2118  MODELED GRAVITY -    979,980.7   (mgal)                       NAVD 88
 JZ2118
 JZ2118  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2118
 JZ2118.The horizontal coordinates were scaled from a map and have
 JZ2118.an estimated accuracy of +/- 6 seconds.
 JZ2118
 JZ2118.The orthometric height was determined by differential leveling
 JZ2118.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2118
 JZ2118.* This is a POSTED BENCH MARK height.
 JZ2118
 JZ2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2118.GEOID18 height accuracy estimate available here.
 JZ2118
 JZ2118.Click photographs - Photos may exist for this station.
 JZ2118
 JZ2118.The dynamic height is computed by dividing the NAVD 88
 JZ2118.geopotential number by the normal gravity value computed on the
 JZ2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2118.degrees latitude (g = 980.6199 gals.).
 JZ2118
 JZ2118.The modeled gravity was interpolated from observed gravity values.
 JZ2118
 JZ2118;                    North         East    Units  Estimated Accuracy
 JZ2118;SPC IN E     -   418,290.      108,010.      MT  (+/- 180 meters Scaled)
 JZ2118
 JZ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ234195(NAD 83)
 JZ2118
 JZ2118                          SUPERSEDED SURVEY CONTROL
 JZ2118
 JZ2118  NGVD 29 (??/??/92)  231.410  (m)          759.22   (f) ADJ UNCH    1 2
 JZ2118
 JZ2118.Superseded values are not recommended for survey control.
 JZ2118
 JZ2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2118.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2118
 JZ2118_MARKER: Q = CHISELED SQUARE
 JZ2118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2118_SP_SET: CULVERT
 JZ2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2118
 JZ2118  HISTORY     - Date     Condition        Report By
 JZ2118  HISTORY     - UNK      MONUMENTED       BORR
 JZ2118  HISTORY     - 1938     GOOD             CGS
 JZ2118  HISTORY     - 1979     GOOD             DOD
 JZ2118
 JZ2118                          STATION DESCRIPTION
 JZ2118
 JZ2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2118'3.2 MI E FROM NORTH VERNON.
 JZ2118'3.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2118'STATION AT NORTH VERNON, JENNINGS COUNTY, AT POLE 69/06, AT A
 JZ2118'15-FOOT CONCRETE CULVERT, ON THE TOP OF THE SOUTHEAST CORNER,
 JZ2118'AND 12 FEET EAST OF THE EAST RAIL.  A CHISELED SQUARE.
 JZ2118
 JZ2118                          STATION RECOVERY (1979)
 JZ2118
 JZ2118'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1784 ***********************************************************************
 LA1784  DESIGNATION -  693.3
 LA1784  PID         -  LA1784
 LA1784  STATE/COUNTY-  IN/MIAMI
 LA1784  COUNTRY     -  US
 LA1784  USGS QUAD   -  PEORIA (2019)
 LA1784
 LA1784                         *CURRENT SURVEY CONTROL
 LA1784  ______________________________________________________________________
 LA1784* NAD 83(1986) POSITION- 40 42 43.     (N) 085 56 31.     (W)   SCALED
 LA1784* NAVD 88 ORTHO HEIGHT -   211.141 (meters)      692.72  (feet) ADJUSTED
 LA1784  ______________________________________________________________________
 LA1784  GEOID HEIGHT    -        -34.308 (meters)                     GEOID18
 LA1784  DYNAMIC HEIGHT  -        211.038 (meters)      692.38  (feet) COMP
 LA1784  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 LA1784
 LA1784  VERT ORDER      -  SECOND    CLASS 0
 LA1784
 LA1784.The horizontal coordinates were scaled from a map and have
 LA1784.an estimated accuracy of +/- 6 seconds.
 LA1784
 LA1784.The orthometric height was determined by differential leveling and
 LA1784.adjusted by the NATIONAL GEODETIC SURVEY
 LA1784.in June 1991.
 LA1784
 LA1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1784.GEOID18 height accuracy estimate available here.
 LA1784
 LA1784.Click photographs - Photos may exist for this station.
 LA1784
 LA1784.The dynamic height is computed by dividing the NAVD 88
 LA1784.geopotential number by the normal gravity value computed on the
 LA1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1784.degrees latitude (g = 980.6199 gals.).
 LA1784
 LA1784.The modeled gravity was interpolated from observed gravity values.
 LA1784
 LA1784;                    North         East    Units  Estimated Accuracy
 LA1784;SPC IN E     -   606,610.       76,740.      MT  (+/- 180 meters Scaled)
 LA1784
 LA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL893073(NAD 83)
 LA1784
 LA1784                          SUPERSEDED SURVEY CONTROL
 LA1784
 LA1784  NGVD 29 (??/??/92)  211.266  (m)          693.13   (f) ADJ UNCH    2 0
 LA1784
 LA1784.Superseded values are not recommended for survey control.
 LA1784
 LA1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1784.See file dsdata.pdf to determine how the superseded data were derived.
 LA1784
 LA1784_MARKER: Q = CHISELED SQUARE
 LA1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1784_SP_SET: CULVERT
 LA1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1784
 LA1784  HISTORY     - Date     Condition        Report By
 LA1784  HISTORY     - UNK      MONUMENTED       USGS
 LA1784  HISTORY     - 1946     GOOD             CGS
 LA1784
 LA1784                          STATION DESCRIPTION
 LA1784
 LA1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1784'1.1 MI SE FROM PEORIA.
 LA1784'ABOUT 1.1 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1784'THE BENDERS STORE AT PEORIA, AT THE JUNCTION OF A GRAVEL ROAD
 LA1784'LEADING SOUTH, 23 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LA1784'ROAD LEADING SOUTH, 15 FEET SOUTHWEST OF THE TRAIL, 100 FEET
 LA1784'SOUTHWEST AND ACROSS THE TRAIL FROM STONE MONUMENT HISTORICAL
 LA1784'MARKER, SET IN THE NORTHEAST END OF THE CONCRETE HEAD WALL OF
 LA1784'A 20 INCH PIPE CULVERT UNDER THE ROAD SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0149 ***********************************************************************
 JA0149  DESIGNATION -  697.4 USGS
 JA0149  PID         -  JA0149
 JA0149  STATE/COUNTY-  IN/LAWRENCE
 JA0149  COUNTRY     -  US
 JA0149  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0149
 JA0149                         *CURRENT SURVEY CONTROL
 JA0149  ______________________________________________________________________
 JA0149* NAD 83(1986) POSITION- 38 52 51.     (N) 086 29 12.     (W)   SCALED
 JA0149* NAVD 88 ORTHO HEIGHT -   212.485 (meters)      697.13  (feet) ADJUSTED
 JA0149  ______________________________________________________________________
 JA0149  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 JA0149  DYNAMIC HEIGHT  -        212.352 (meters)      696.69  (feet) COMP
 JA0149  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JA0149
 JA0149  VERT ORDER      -  SECOND    CLASS 0
 JA0149
 JA0149.The horizontal coordinates were scaled from a map and have
 JA0149.an estimated accuracy of +/- 6 seconds.
 JA0149
 JA0149.The orthometric height was determined by differential leveling and
 JA0149.adjusted by the NATIONAL GEODETIC SURVEY
 JA0149.in June 1991.
 JA0149
 JA0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0149.GEOID18 height accuracy estimate available here.
 JA0149
 JA0149.Click photographs - Photos may exist for this station.
 JA0149
 JA0149.The dynamic height is computed by dividing the NAVD 88
 JA0149.geopotential number by the normal gravity value computed on the
 JA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0149.degrees latitude (g = 980.6199 gals.).
 JA0149
 JA0149.The modeled gravity was interpolated from observed gravity values.
 JA0149
 JA0149;                    North         East    Units  Estimated Accuracy
 JA0149;SPC IN W     -   403,440.      951,770.      MT  (+/- 180 meters Scaled)
 JA0149
 JA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ445036(NAD 83)
 JA0149
 JA0149                          SUPERSEDED SURVEY CONTROL
 JA0149
 JA0149  NGVD 29 (??/??/92)  212.604  (m)          697.52   (f) ADJ UNCH    2 0
 JA0149
 JA0149.Superseded values are not recommended for survey control.
 JA0149
 JA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0149.See file dsdata.pdf to determine how the superseded data were derived.
 JA0149
 JA0149_MARKER: B = BOLT
 JA0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0149_SP_SET: SEMAPHORE
 JA0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0149
 JA0149  HISTORY     - Date     Condition        Report By
 JA0149  HISTORY     - UNK      MONUMENTED       USGS
 JA0149  HISTORY     - 1935     GOOD             CGS
 JA0149  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0149
 JA0149                          STATION DESCRIPTION
 JA0149
 JA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0149'1 MI N FROM BEDFORD.
 JA0149'1.0 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0149'RAILWAY FROM THE STATION AT BEDFORD, LAWRENCE COUNTY, 7 RAILS
 JA0149'SOUTH OF AN OVERPASS, 6 FEET WEST OF THE WEST RAIL, AND AT
 JA0149'SEMAPHORE 244+9.  THE TOP OF THE NORTHEAST FOUNDATION BOLT,
 JA0149'PAINTED BM 697.4.
 JA0149
 JA0149                          STATION RECOVERY (2010)
 JA0149
 JA0149'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1012 ***********************************************************************
 KA1012  DESIGNATION -  7 M
 KA1012  PID         -  KA1012
 KA1012  STATE/COUNTY-  IN/MONTGOMERY
 KA1012  COUNTRY     -  US
 KA1012  USGS QUAD   -  ALAMO (2019)
 KA1012
 KA1012                         *CURRENT SURVEY CONTROL
 KA1012  ______________________________________________________________________
 KA1012* NAD 83(1986) POSITION- 39 55 29.     (N) 087 01 18.     (W)   SCALED
 KA1012* NAVD 88 ORTHO HEIGHT -   240.744 (meters)      789.84  (feet) ADJUSTED
 KA1012  ______________________________________________________________________
 KA1012  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 KA1012  DYNAMIC HEIGHT  -        240.611 (meters)      789.40  (feet) COMP
 KA1012  MODELED GRAVITY -    980,068.4   (mgal)                       NAVD 88
 KA1012
 KA1012  VERT ORDER      -  SECOND    CLASS 0
 KA1012
 KA1012.The horizontal coordinates were scaled from a map and have
 KA1012.an estimated accuracy of +/- 6 seconds.
 KA1012
 KA1012.The orthometric height was determined by differential leveling and
 KA1012.adjusted by the NATIONAL GEODETIC SURVEY
 KA1012.in June 1991.
 KA1012
 KA1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1012.GEOID18 height accuracy estimate available here.
 KA1012
 KA1012.Click photographs - Photos may exist for this station.
 KA1012
 KA1012.The dynamic height is computed by dividing the NAVD 88
 KA1012.geopotential number by the normal gravity value computed on the
 KA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1012.degrees latitude (g = 980.6199 gals.).
 KA1012
 KA1012.The modeled gravity was interpolated from observed gravity values.
 KA1012
 KA1012;                    North         East    Units  Estimated Accuracy
 KA1012;SPC IN W     -   519,160.      905,270.      MT  (+/- 180 meters Scaled)
 KA1012
 KA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK981194(NAD 83)
 KA1012
 KA1012                          SUPERSEDED SURVEY CONTROL
 KA1012
 KA1012  NGVD 29 (??/??/92)  240.832  (m)          790.13   (f) ADJ UNCH    2 0
 KA1012
 KA1012.Superseded values are not recommended for survey control.
 KA1012
 KA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1012.See file dsdata.pdf to determine how the superseded data were derived.
 KA1012
 KA1012_MARKER: DD = SURVEY DISK
 KA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1012_STAMPING: 790 7M 1946
 KA1012_MARK LOGO: USGS
 KA1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1012+STABILITY: SURFACE MOTION
 KA1012
 KA1012  HISTORY     - Date     Condition        Report By
 KA1012  HISTORY     - 1946     MONUMENTED       USGS
 KA1012  HISTORY     - 1946     GOOD             CGS
 KA1012
 KA1012                          STATION DESCRIPTION
 KA1012
 KA1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1012'4.8 MI NW FROM BROWNS VALLEY.
 KA1012'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1012'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 3.1 MILES WEST ALONG
 KA1012'STATE HIGHWAY 234, ABOUT 0.35 MILE WEST OF THE FREEDOM BAPTIST
 KA1012'CHURCH, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH TANGENTS
 KA1012'EXTENDING WEST AND SOUTH AND THE JUNCTION OF A ROAD LEADING
 KA1012'EAST, 62 FEET WEST OF THE CENTER LINE OF THE SOUTH TANGENT, 29
 KA1012'FEET SOUTH OF THE WEST TANGENT, IN LINE WITH AND ACROSS THE
 KA1012'HIGHWAY FROM A CONCRETE WALK LEADING TO A FARM HOUSE, 2 FEET
 KA1012'WEST OF A WHITE WOODEN WITNESS POST, 1.2 FEET NORTH OF A WIRE
 KA1012'FENCE, AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A
 KA1012'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 790 7 M
 KA1012'1946 AND SET IN THE TOP OF A CONRETE POST PROJECTING 5 INCHES
 KA1012'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2250 ***********************************************************************
 JZ2250  DESIGNATION -  7 WSM
 JZ2250  PID         -  JZ2250
 JZ2250  STATE/COUNTY-  IN/SHELBY
 JZ2250  COUNTRY     -  US
 JZ2250  USGS QUAD   -  HOPE (2019)
 JZ2250
 JZ2250                         *CURRENT SURVEY CONTROL
 JZ2250  ______________________________________________________________________
 JZ2250* NAD 83(1986) POSITION- 39 22 20.52   (N) 085 47 46.30   (W)   HD_HELD1
 JZ2250* NAVD 88 ORTHO HEIGHT -   218.937 (meters)      718.30  (feet) ADJUSTED
 JZ2250  ______________________________________________________________________
 JZ2250  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ2250  DYNAMIC HEIGHT  -        218.804 (meters)      717.86  (feet) COMP
 JZ2250  MODELED GRAVITY -    980,017.5   (mgal)                       NAVD 88
 JZ2250
 JZ2250  VERT ORDER      -  SECOND    CLASS 0
 JZ2250
 JZ2250.The horizontal coordinates were determined by differentially corrected
 JZ2250.hand held GPS observations or other comparable positioning techniques
 JZ2250.and have an estimated accuracy of +/- 3 meters.
 JZ2250
 JZ2250.The orthometric height was determined by differential leveling and
 JZ2250.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2250.in June 1991.
 JZ2250
 JZ2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2250.GEOID18 height accuracy estimate available here.
 JZ2250
 JZ2250.Click photographs - Photos may exist for this station.
 JZ2250
 JZ2250.The dynamic height is computed by dividing the NAVD 88
 JZ2250.geopotential number by the normal gravity value computed on the
 JZ2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2250.degrees latitude (g = 980.6199 gals.).
 JZ2250
 JZ2250.The modeled gravity was interpolated from observed gravity values.
 JZ2250
 JZ2250;                    North         East    Units  Estimated Accuracy
 JZ2250;SPC IN E     -   457,842.7      88,838.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2250
 JZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0369258790(NAD 83)
 JZ2250
 JZ2250                          SUPERSEDED SURVEY CONTROL
 JZ2250
 JZ2250  NGVD 29 (??/??/92)  219.054  (m)          718.68   (f) ADJ UNCH    2 0
 JZ2250
 JZ2250.Superseded values are not recommended for survey control.
 JZ2250
 JZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2250.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2250
 JZ2250_MARKER: DD = SURVEY DISK
 JZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2250_STAMPING: 719 7 WSM 1946
 JZ2250_MARK LOGO: USGS
 JZ2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2250+STABILITY: SURFACE MOTION
 JZ2250
 JZ2250  HISTORY     - Date     Condition        Report By
 JZ2250  HISTORY     - 1946     MONUMENTED       USGS
 JZ2250  HISTORY     - 1947     GOOD             CGS
 JZ2250
 JZ2250                          STATION DESCRIPTION
 JZ2250
 JZ2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2250'2.3 MI E FROM FLAT ROCK.
 JZ2250'ABOUT 2.3 MILES EAST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM THE
 JZ2250'POST OFFICE AT FLAT ROCK, IN THE EAST ANGLE OF A Y JUNCTION OF
 JZ2250'THE MAIN ROAD AND A GRAVEL ROAD LEADING EAST, 13 FEET SOUTH OF
 JZ2250'THE CENTER LINE OF THE GRAVEL ROAD, 23.5 FEET NORTHEAST OF THE
 JZ2250'CENTER LINE OF THE MAIN ROAD, 2 FEET NORTHWEST OF A FENCE LINE,
 JZ2250'5.0 FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 JZ2250'WHITE WOODEN WITNESS POST, 1 FOOT BELOW ROAD LEVEL AND SET IN
 JZ2250'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  THIS
 JZ2250'MARK IS ABOUT 2.05 MILES WEST ALONG THE FLAT ROCK ROAD FROM
 JZ2250'UNION CHURCH AT NORRISTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0124 ***********************************************************************
 JA0124  DESIGNATION -  700
 JA0124  PID         -  JA0124
 JA0124  STATE/COUNTY-  IN/LAWRENCE
 JA0124  COUNTRY     -  US
 JA0124  USGS QUAD   -  BEDFORD EAST (2019)
 JA0124
 JA0124                         *CURRENT SURVEY CONTROL
 JA0124  ______________________________________________________________________
 JA0124* NAD 83(1986) POSITION- 38 51 39.29   (N) 086 29 08.62   (W)   HD_HELD1
 JA0124* NAVD 88 ORTHO HEIGHT -   212.911 (meters)      698.53  (feet) ADJUSTED
 JA0124  ______________________________________________________________________
 JA0124  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 JA0124  DYNAMIC HEIGHT  -        212.778 (meters)      698.09  (feet) COMP
 JA0124  MODELED GRAVITY -    980,000.8   (mgal)                       NAVD 88
 JA0124
 JA0124  VERT ORDER      -  FIRST     CLASS II
 JA0124
 JA0124.The horizontal coordinates were determined by differentially corrected
 JA0124.hand held GPS observations or other comparable positioning techniques
 JA0124.and have an estimated accuracy of +/- 3 meters.
 JA0124
 JA0124.The orthometric height was determined by differential leveling and
 JA0124.adjusted by the NATIONAL GEODETIC SURVEY
 JA0124.in June 1991.
 JA0124
 JA0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0124.GEOID18 height accuracy estimate available here.
 JA0124
 JA0124.Click photographs - Photos may exist for this station.
 JA0124
 JA0124.The dynamic height is computed by dividing the NAVD 88
 JA0124.geopotential number by the normal gravity value computed on the
 JA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0124.degrees latitude (g = 980.6199 gals.).
 JA0124
 JA0124.The modeled gravity was interpolated from observed gravity values.
 JA0124
 JA0124;                    North         East    Units  Estimated Accuracy
 JA0124;SPC IN W     -   401,226.0     951,868.1     MT  (+/- 3 meters HH1 GPS) 
 JA0124
 JA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4461801467(NAD 83)
 JA0124
 JA0124                          SUPERSEDED SURVEY CONTROL
 JA0124
 JA0124  NGVD 29 (??/??/92)  213.027  (m)          698.91   (f) ADJ UNCH    1 2
 JA0124
 JA0124.Superseded values are not recommended for survey control.
 JA0124
 JA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0124.See file dsdata.pdf to determine how the superseded data were derived.
 JA0124
 JA0124_MARKER: DB = BENCH MARK DISK
 JA0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0124_SP_SET: BUILDING
 JA0124_STAMPING: 700 698.847
 JA0124_MARK LOGO: USGS
 JA0124_PROJECTION: PROJECTING 76 CENTIMETERS
 JA0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0124+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2025
 JA0124
 JA0124  HISTORY     - Date     Condition        Report By
 JA0124  HISTORY     - 1906     MONUMENTED       USGS
 JA0124  HISTORY     - 1949     GOOD             CGS
 JA0124  HISTORY     - 1967     GOOD             CGS
 JA0124  HISTORY     - 20180403 GOOD             MCA
 JA0124  HISTORY     - 20250701 GOOD             INDIV
 JA0124
 JA0124                          STATION DESCRIPTION
 JA0124
 JA0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0124'AT BEDFORD.
 JA0124'AT BEDFORD, AT THE CITY HALL ON THE CORNER OF K AND 16TH STREET,
 JA0124'SET VERTICALLY IN THE NORTH FACE OF THE NORTH WALL OF THE CITY
 JA0124'HALL, 18.5 FEET WEST OF THE NORTHEAST CORNER, 3.6 FEET EAST OF
 JA0124'THE EAST EDGE OF THE MAIN ENTRANCE AND ABOUT 2.5 FEET ABOVE THE
 JA0124'LEVEL OF THE GROUND.
 JA0124
 JA0124                          STATION RECOVERY (1967)
 JA0124
 JA0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0124'RECOVERED IN GOOD CONDITION.
 JA0124
 JA0124                          STATION RECOVERY (2018)
 JA0124
 JA0124'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JA0124'THE MARK HAS BEEN PAINTED OVER AND THE STAMPING IS NOW UNREADABLE.
 JA0124
 JA0124                          STATION RECOVERY (2025)
 JA0124
 JA0124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (KAW)
 JA0124'IN 2018 THE MARK WAS PAINTED OVER BUT SINCE THEN THE BUILDING HAS BEEN
 JA0124'SAND BLASTED AND THE MARK WAS UNCOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2247 ***********************************************************************
 JZ2247  DESIGNATION -  701.2
 JZ2247  PID         -  JZ2247
 JZ2247  STATE/COUNTY-  IN/SHELBY
 JZ2247  COUNTRY     -  US
 JZ2247  USGS QUAD   -  HOPE (2019)
 JZ2247
 JZ2247                         *CURRENT SURVEY CONTROL
 JZ2247  ______________________________________________________________________
 JZ2247* NAD 83(1986) POSITION- 39 22 12.     (N) 085 48 53.     (W)   SCALED
 JZ2247* NAVD 88 ORTHO HEIGHT -   213.617 (meters)      700.84  (feet) ADJUSTED
 JZ2247  ______________________________________________________________________
 JZ2247  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 JZ2247  DYNAMIC HEIGHT  -        213.488 (meters)      700.42  (feet) COMP
 JZ2247  MODELED GRAVITY -    980,017.9   (mgal)                       NAVD 88
 JZ2247
 JZ2247  VERT ORDER      -  SECOND    CLASS 0
 JZ2247
 JZ2247.The horizontal coordinates were scaled from a map and have
 JZ2247.an estimated accuracy of +/- 6 seconds.
 JZ2247
 JZ2247.The orthometric height was determined by differential leveling and
 JZ2247.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2247.in June 1991.
 JZ2247
 JZ2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2247.GEOID18 height accuracy estimate available here.
 JZ2247
 JZ2247.Click photographs - Photos may exist for this station.
 JZ2247
 JZ2247.The dynamic height is computed by dividing the NAVD 88
 JZ2247.geopotential number by the normal gravity value computed on the
 JZ2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2247.degrees latitude (g = 980.6199 gals.).
 JZ2247
 JZ2247.The modeled gravity was interpolated from observed gravity values.
 JZ2247
 JZ2247;                    North         East    Units  Estimated Accuracy
 JZ2247;SPC IN E     -   457,580.       87,240.      MT  (+/- 180 meters Scaled)
 JZ2247
 JZ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ021585(NAD 83)
 JZ2247
 JZ2247                          SUPERSEDED SURVEY CONTROL
 JZ2247
 JZ2247  NGVD 29 (??/??/92)  213.733  (m)          701.22   (f) ADJ UNCH    2 0
 JZ2247
 JZ2247.Superseded values are not recommended for survey control.
 JZ2247
 JZ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2247.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2247
 JZ2247_MARKER: Q = CHISELED SQUARE
 JZ2247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2247_SP_SET: RETAINING WALL
 JZ2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2247
 JZ2247  HISTORY     - Date     Condition        Report By
 JZ2247  HISTORY     - UNK      MONUMENTED       USGS
 JZ2247  HISTORY     - 1947     GOOD             CGS
 JZ2247
 JZ2247                          STATION DESCRIPTION
 JZ2247
 JZ2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2247'1.2 MI E FROM FLAT ROCK.
 JZ2247'ABOUT 1.25 MILE EAST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM
 JZ2247'THE POST OFFICE AT FLAT ROCK, ON THE WEST SIDE OF A BARN SOUTH
 JZ2247'OF THE ROAD, IN THE TOP OF THE WEST END OF A CONCRETE RETAINING
 JZ2247'WALL, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 JZ2247'WEST OF THE WEST FACE OF THE BARN AND ABOUT 1 FOOT BELOW
 JZ2247'ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2249 ***********************************************************************
 JZ2249  DESIGNATION -  702.2
 JZ2249  PID         -  JZ2249
 JZ2249  STATE/COUNTY-  IN/SHELBY
 JZ2249  COUNTRY     -  US
 JZ2249  USGS QUAD   -  HOPE (2019)
 JZ2249
 JZ2249                         *CURRENT SURVEY CONTROL
 JZ2249  ______________________________________________________________________
 JZ2249* NAD 83(1986) POSITION- 39 22 20.     (N) 085 48 03.     (W)   SCALED
 JZ2249* NAVD 88 ORTHO HEIGHT -   217.425 (meters)      713.34  (feet) ADJUSTED
 JZ2249  ______________________________________________________________________
 JZ2249  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 JZ2249  DYNAMIC HEIGHT  -        217.294 (meters)      712.91  (feet) COMP
 JZ2249  MODELED GRAVITY -    980,017.7   (mgal)                       NAVD 88
 JZ2249
 JZ2249  VERT ORDER      -  SECOND    CLASS 0
 JZ2249
 JZ2249.The horizontal coordinates were scaled from a map and have
 JZ2249.an estimated accuracy of +/- 6 seconds.
 JZ2249
 JZ2249.The orthometric height was determined by differential leveling and
 JZ2249.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2249.in June 1991.
 JZ2249
 JZ2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2249.GEOID18 height accuracy estimate available here.
 JZ2249
 JZ2249.Click photographs - Photos may exist for this station.
 JZ2249
 JZ2249.The dynamic height is computed by dividing the NAVD 88
 JZ2249.geopotential number by the normal gravity value computed on the
 JZ2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2249.degrees latitude (g = 980.6199 gals.).
 JZ2249
 JZ2249.The modeled gravity was interpolated from observed gravity values.
 JZ2249
 JZ2249;                    North         East    Units  Estimated Accuracy
 JZ2249;SPC IN E     -   457,830.       88,440.      MT  (+/- 180 meters Scaled)
 JZ2249
 JZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ032587(NAD 83)
 JZ2249
 JZ2249                          SUPERSEDED SURVEY CONTROL
 JZ2249
 JZ2249  NGVD 29 (??/??/92)  217.542  (m)          713.72   (f) ADJ UNCH    2 0
 JZ2249
 JZ2249.Superseded values are not recommended for survey control.
 JZ2249
 JZ2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2249.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2249
 JZ2249_MARKER: Q = CHISELED SQUARE
 JZ2249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2249_SP_SET: CULVERT
 JZ2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2249
 JZ2249  HISTORY     - Date     Condition        Report By
 JZ2249  HISTORY     - UNK      MONUMENTED       USGS
 JZ2249  HISTORY     - 1947     GOOD             CGS
 JZ2249
 JZ2249                          STATION DESCRIPTION
 JZ2249
 JZ2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2249'2 MI E FROM FLAT ROCK.
 JZ2249'ABOUT 2.05 MILES EAST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM THE
 JZ2249'POST OFFICE AT FLAT ROCK, 0.4 MILE EAST OF THE JUNCTION WITH
 JZ2249'A ROAD LEADING NORTH, IN THE TOP OF THE CENTER OF THE HEADWALL
 JZ2249'OF A 3-FOOT CONCRETE BOX CULVERT, 13 FEET SOUTH OF THE CENTER
 JZ2249'LINE OF THE ROAD AND ABOUT ONE-HALF FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1470 ***********************************************************************
 JZ1470  DESIGNATION -  702.7
 JZ1470  PID         -  JZ1470
 JZ1470  STATE/COUNTY-  IN/FRANKLIN
 JZ1470  COUNTRY     -  US
 JZ1470  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1470
 JZ1470                         *CURRENT SURVEY CONTROL
 JZ1470  ______________________________________________________________________
 JZ1470* NAD 83(1986) POSITION- 39 30 41.     (N) 084 59 53.     (W)   SCALED
 JZ1470* NAVD 88 ORTHO HEIGHT -   214.000 (meters)      702.10  (feet) ADJUSTED
 JZ1470  ______________________________________________________________________
 JZ1470  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 JZ1470  DYNAMIC HEIGHT  -        213.873 (meters)      701.68  (feet) COMP
 JZ1470  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1470
 JZ1470  VERT ORDER      -  SECOND    CLASS 0
 JZ1470
 JZ1470.The horizontal coordinates were scaled from a map and have
 JZ1470.an estimated accuracy of +/- 6 seconds.
 JZ1470
 JZ1470.The orthometric height was determined by differential leveling and
 JZ1470.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1470.in June 1991.
 JZ1470
 JZ1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1470.GEOID18 height accuracy estimate available here.
 JZ1470
 JZ1470.Click photographs - Photos may exist for this station.
 JZ1470
 JZ1470.The dynamic height is computed by dividing the NAVD 88
 JZ1470.geopotential number by the normal gravity value computed on the
 JZ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1470.degrees latitude (g = 980.6199 gals.).
 JZ1470
 JZ1470.The modeled gravity was interpolated from observed gravity values.
 JZ1470
 JZ1470;                    North         East    Units  Estimated Accuracy
 JZ1470;SPC IN E     -   473,480.      157,500.      MT  (+/- 180 meters Scaled)
 JZ1470
 JZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721754(NAD 83)
 JZ1470
 JZ1470                          SUPERSEDED SURVEY CONTROL
 JZ1470
 JZ1470  NGVD 29 (??/??/92)  214.165  (m)          702.64   (f) ADJ UNCH    2 0
 JZ1470
 JZ1470.Superseded values are not recommended for survey control.
 JZ1470
 JZ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1470.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1470
 JZ1470_MARKER: Q = CHISELED SQUARE
 JZ1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1470_SP_SET: ABUTMENT
 JZ1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1470
 JZ1470  HISTORY     - Date     Condition        Report By
 JZ1470  HISTORY     - UNK      MONUMENTED       USGS
 JZ1470  HISTORY     - 1947     GOOD             CGS
 JZ1470
 JZ1470                          STATION DESCRIPTION
 JZ1470
 JZ1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1470'0.5 MI SW FROM FAIRFIELD.
 JZ1470'0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE VILLAGE SQUARE AT
 JZ1470'FAIRFIELD, THENCE ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD,
 JZ1470'AT THE WEST END OF A COVERED BRIDGE, SET IN THE TOP OF THE
 JZ1470'NORTH END OF THE WEST STONE ABUTMENT, 14 FEET NORTH OF THE CENTER
 JZ1470'LINE OF THE ROAD, 3.6 FEET NORTH OF THE NORTH WALL OF THE BRIDGE
 JZ1470'AND ABOUT 2.5 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0231 ***********************************************************************
 JA0231  DESIGNATION -  704
 JA0231  PID         -  JA0231
 JA0231  STATE/COUNTY-  IN/WASHINGTON
 JA0231  COUNTRY     -  US
 JA0231  USGS QUAD   -  SALEM (2019)
 JA0231
 JA0231                         *CURRENT SURVEY CONTROL
 JA0231  ______________________________________________________________________
 JA0231* NAD 83(1986) POSITION- 38 30 09.48   (N) 086 00 51.16   (W)   HD_HELD1
 JA0231* NAVD 88 ORTHO HEIGHT -   214.275 (meters)      703.00  (feet) ADJUSTED
 JA0231  ______________________________________________________________________
 JA0231  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 JA0231  DYNAMIC HEIGHT  -        214.129 (meters)      702.52  (feet) COMP
 JA0231  MODELED GRAVITY -    979,945.3   (mgal)                       NAVD 88
 JA0231
 JA0231  VERT ORDER      -  FIRST     CLASS II
 JA0231
 JA0231.The horizontal coordinates were determined by differentially corrected
 JA0231.hand held GPS observations or other comparable positioning techniques
 JA0231.and have an estimated accuracy of +/- 3 meters.
 JA0231
 JA0231.The orthometric height was determined by differential leveling and
 JA0231.adjusted by the NATIONAL GEODETIC SURVEY
 JA0231.in June 1991.
 JA0231
 JA0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0231.GEOID18 height accuracy estimate available here.
 JA0231
 JA0231.Click photographs - Photos may exist for this station.
 JA0231
 JA0231.The dynamic height is computed by dividing the NAVD 88
 JA0231.geopotential number by the normal gravity value computed on the
 JA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0231.degrees latitude (g = 980.6199 gals.).
 JA0231
 JA0231.The modeled gravity was interpolated from observed gravity values.
 JA0231
 JA0231;                    North         East    Units  Estimated Accuracy
 JA0231;SPC IN E     -   361,342.3      69,684.8     MT  (+/- 3 meters HH1 GPS) 
 JA0231
 JA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8595662045(NAD 83)
 JA0231
 JA0231                          SUPERSEDED SURVEY CONTROL
 JA0231
 JA0231  NGVD 29 (??/??/92)  214.400  (m)          703.41   (f) ADJ UNCH    1 2
 JA0231
 JA0231.Superseded values are not recommended for survey control.
 JA0231
 JA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0231.See file dsdata.pdf to determine how the superseded data were derived.
 JA0231
 JA0231_MARKER: R = RIVET
 JA0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0231_STAMPING: 704
 JA0231_MARK LOGO: USGS
 JA0231_PROJECTION: PROJECTING 61 CENTIMETERS
 JA0231_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0231+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2015
 JA0231
 JA0231  HISTORY     - Date     Condition        Report By
 JA0231  HISTORY     - 1911     MONUMENTED       USGS
 JA0231  HISTORY     - 1949     GOOD             CGS
 JA0231  HISTORY     - 20151201 GOOD             INDOT
 JA0231
 JA0231                          STATION DESCRIPTION
 JA0231
 JA0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0231'AT NEW PEKIN.
 JA0231'AT NEW PEKIN, 279 FEET SOUTH AND ACROSS ROAD FROM THE SOUTHWEST
 JA0231'CORNER OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 JA0231'STATION, 67 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD
 JA0231'CROSSING, 62.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 JA0231'WEST OF THE WEST RAIL OF THE MAIN TRACK, 1 FOOT NORTH OF A WHITE
 JA0231'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 JA0231'AND PROJECTS 9 INCHES.
 JA0231
 JA0231                          STATION RECOVERY (2015)
 JA0231
 JA0231'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0231'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF BECKS
 JA0231'MILL, 5.8 MI (9.4 KM) SOUTH-SOUTHWEST OF SOUTH BOSTON AND 4.5 MI (7.2
 JA0231'KM) NORTHWEST OF BORDEN.
 JA0231'
 JA0231'TO REACH FROM THE INTERSECTION OF SHORTS CORNER ROAD AND STATE ROAD 60
 JA0231'IN PEKIN, TRAVEL EAST 165 FT (50.3 M) ON SHORTS CORNER ROAD TO
 JA0231'RAILROAD STREET, TURN RIGHT (SOUTHEAST) AND TRAVEL SOUTHEAST 0.22 MI
 JA0231'(0.35 KM) ON RAILROAD STREET TO THE MONUMENT ON THE LEFT (NORTHEAST).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0153 ***********************************************************************
 JA0153  DESIGNATION -  707
 JA0153  PID         -  JA0153
 JA0153  STATE/COUNTY-  IN/LAWRENCE
 JA0153  COUNTRY     -  US
 JA0153  USGS QUAD   -  MITCHELL (2019)
 JA0153
 JA0153                         *CURRENT SURVEY CONTROL
 JA0153  ______________________________________________________________________
 JA0153* NAD 83(1986) POSITION- 38 43 02.     (N) 086 27 48.     (W)   SCALED
 JA0153* NAVD 88 ORTHO HEIGHT -   215.144 (meters)      705.85  (feet) ADJUSTED
 JA0153  ______________________________________________________________________
 JA0153  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 JA0153  DYNAMIC HEIGHT  -        215.004 (meters)      705.39  (feet) COMP
 JA0153  MODELED GRAVITY -    979,971.5   (mgal)                       NAVD 88
 JA0153
 JA0153  VERT ORDER      -  FIRST     CLASS II
 JA0153
 JA0153.The horizontal coordinates were scaled from a map and have
 JA0153.an estimated accuracy of +/- 6 seconds.
 JA0153
 JA0153.The orthometric height was determined by differential leveling and
 JA0153.adjusted by the NATIONAL GEODETIC SURVEY
 JA0153.in June 1991.
 JA0153
 JA0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0153.GEOID18 height accuracy estimate available here.
 JA0153
 JA0153.Click photographs - Photos may exist for this station.
 JA0153
 JA0153.The dynamic height is computed by dividing the NAVD 88
 JA0153.geopotential number by the normal gravity value computed on the
 JA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0153.degrees latitude (g = 980.6199 gals.).
 JA0153
 JA0153.The modeled gravity was interpolated from observed gravity values.
 JA0153
 JA0153;                    North         East    Units  Estimated Accuracy
 JA0153;SPC IN W     -   385,290.      953,920.      MT  (+/- 180 meters Scaled)
 JA0153
 JA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466855(NAD 83)
 JA0153
 JA0153                          SUPERSEDED SURVEY CONTROL
 JA0153
 JA0153  NGVD 29 (??/??/92)  215.257  (m)          706.22   (f) ADJ UNCH    1 2
 JA0153
 JA0153.Superseded values are not recommended for survey control.
 JA0153
 JA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0153.See file dsdata.pdf to determine how the superseded data were derived.
 JA0153
 JA0153_MARKER: P = PIPE CAP
 JA0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0153_STAMPING: 707
 JA0153_MARK LOGO: USGS
 JA0153_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0153
 JA0153  HISTORY     - Date     Condition        Report By
 JA0153  HISTORY     - 1911     MONUMENTED       USGS
 JA0153  HISTORY     - 1965     GOOD             CGS
 JA0153  HISTORY     - 1967     GOOD             CGS
 JA0153
 JA0153                          STATION DESCRIPTION
 JA0153
 JA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0153'1.2 MI S FROM MITCHELL.
 JA0153'ABOUT 1.15 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0153'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, IN SECTION 12,
 JA0153'T 3 N, R 1 W, AT A CROSSING OF THE RAILROAD AND A ROAD, ABOUT
 JA0153'0.1 MILE SOUTH OF MILE POST 2.57, 43 FEET EAST OF THE CENTER OF
 JA0153'THE CROSSING, 28 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET
 JA0153'EAST OF A VERTICAL SECTION OF RAIL SUPPORTING A ROAD CROSSING
 JA0153'SIGN, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, NORTH OF A
 JA0153'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS,
 JA0153'AND SET ON THE TOP OF AN IRON PIPE PROJECTING 8 INCHES.
 JA0153
 JA0153                          STATION RECOVERY (1967)
 JA0153
 JA0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0168 ***********************************************************************
 JA0168  DESIGNATION -  709
 JA0168  PID         -  JA0168
 JA0168  STATE/COUNTY-  IN/ORANGE
 JA0168  COUNTRY     -  US
 JA0168  USGS QUAD   -  MITCHELL (2019)
 JA0168
 JA0168                         *CURRENT SURVEY CONTROL
 JA0168  ______________________________________________________________________
 JA0168* NAD 83(1986) POSITION- 38 40 01.     (N) 086 23 17.     (W)   SCALED
 JA0168* NAVD 88 ORTHO HEIGHT -   215.787 (meters)      707.96  (feet) ADJUSTED
 JA0168  ______________________________________________________________________
 JA0168  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 JA0168  DYNAMIC HEIGHT  -        215.644 (meters)      707.49  (feet) COMP
 JA0168  MODELED GRAVITY -    979,960.5   (mgal)                       NAVD 88
 JA0168
 JA0168  VERT ORDER      -  FIRST     CLASS II
 JA0168
 JA0168.The horizontal coordinates were scaled from a map and have
 JA0168.an estimated accuracy of +/- 6 seconds.
 JA0168
 JA0168.The orthometric height was determined by differential leveling and
 JA0168.adjusted by the NATIONAL GEODETIC SURVEY
 JA0168.in June 1991.
 JA0168
 JA0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0168.GEOID18 height accuracy estimate available here.
 JA0168
 JA0168.Click photographs - Photos may exist for this station.
 JA0168
 JA0168.The dynamic height is computed by dividing the NAVD 88
 JA0168.geopotential number by the normal gravity value computed on the
 JA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0168.degrees latitude (g = 980.6199 gals.).
 JA0168
 JA0168.The modeled gravity was interpolated from observed gravity values.
 JA0168
 JA0168;                    North         East    Units  Estimated Accuracy
 JA0168;SPC IN W     -   379,750.      960,510.      MT  (+/- 180 meters Scaled)
 JA0168
 JA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH532799(NAD 83)
 JA0168
 JA0168                          SUPERSEDED SURVEY CONTROL
 JA0168
 JA0168  NGVD 29 (??/??/92)  215.895  (m)          708.32   (f) ADJ UNCH    1 2
 JA0168
 JA0168.Superseded values are not recommended for survey control.
 JA0168
 JA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0168.See file dsdata.pdf to determine how the superseded data were derived.
 JA0168
 JA0168_MARKER: DB = BENCH MARK DISK
 JA0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0168_SP_SET: CULVERT HEADWALL
 JA0168_STAMPING: 709
 JA0168_MARK LOGO: USGS
 JA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0168+STABILITY: SURFACE MOTION
 JA0168
 JA0168  HISTORY     - Date     Condition        Report By
 JA0168  HISTORY     - 1911     MONUMENTED       USGS
 JA0168  HISTORY     - 1949     GOOD             CGS
 JA0168
 JA0168                          STATION DESCRIPTION
 JA0168
 JA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0168'3.4 MI SE FROM ORLEANS.
 JA0168'ABOUT 3.45 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0168'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, SET IN THE TOP
 JA0168'AT THE WEST END OF THE NORTH CONCRETE HEADWALL OF STONE RAILROAD
 JA0168'CULVERT 264.6, 6.5 FEET NORTH OF THE NORTH RAIL AND ABOUT 3 FEET
 JA0168'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0992 ***********************************************************************
 KA0992  DESIGNATION -  709.9
 KA0992  PID         -  KA0992
 KA0992  STATE/COUNTY-  IN/FOUNTAIN
 KA0992  COUNTRY     -  US
 KA0992  USGS QUAD   -  KINGMAN (2019)
 KA0992
 KA0992                         *CURRENT SURVEY CONTROL
 KA0992  ______________________________________________________________________
 KA0992* NAD 83(1986) POSITION- 39 58 03.     (N) 087 15 40.     (W)   SCALED
 KA0992* NAVD 88 ORTHO HEIGHT -   216.361 (meters)      709.84  (feet) ADJUSTED
 KA0992  ______________________________________________________________________
 KA0992  GEOID HEIGHT    -        -33.139 (meters)                     GEOID18
 KA0992  DYNAMIC HEIGHT  -        216.245 (meters)      709.46  (feet) COMP
 KA0992  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 KA0992
 KA0992  VERT ORDER      -  SECOND    CLASS 0
 KA0992
 KA0992.The horizontal coordinates were scaled from a map and have
 KA0992.an estimated accuracy of +/- 6 seconds.
 KA0992
 KA0992.The orthometric height was determined by differential leveling and
 KA0992.adjusted by the NATIONAL GEODETIC SURVEY
 KA0992.in June 1991.
 KA0992
 KA0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0992.GEOID18 height accuracy estimate available here.
 KA0992
 KA0992.Click photographs - Photos may exist for this station.
 KA0992
 KA0992.The dynamic height is computed by dividing the NAVD 88
 KA0992.geopotential number by the normal gravity value computed on the
 KA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0992.degrees latitude (g = 980.6199 gals.).
 KA0992
 KA0992.The modeled gravity was interpolated from observed gravity values.
 KA0992
 KA0992;                    North         East    Units  Estimated Accuracy
 KA0992;SPC IN W     -   523,920.      884,810.      MT  (+/- 180 meters Scaled)
 KA0992
 KA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK777241(NAD 83)
 KA0992
 KA0992                          SUPERSEDED SURVEY CONTROL
 KA0992
 KA0992  NGVD 29 (??/??/92)  216.434  (m)          710.08   (f) ADJ UNCH    2 0
 KA0992
 KA0992.Superseded values are not recommended for survey control.
 KA0992
 KA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0992.See file dsdata.pdf to determine how the superseded data were derived.
 KA0992
 KA0992_MARKER: Q = CHISELED SQUARE
 KA0992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0992_SP_SET: CULVERT HEADWALL
 KA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0992+STABILITY: SURFACE MOTION
 KA0992
 KA0992  HISTORY     - Date     Condition        Report By
 KA0992  HISTORY     - UNK      MONUMENTED       USGS
 KA0992  HISTORY     - 1946     GOOD             CGS
 KA0992
 KA0992                          STATION DESCRIPTION
 KA0992
 KA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0992'1 MI E FROM KINGMAN.
 KA0992'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0992'AT KINGMAN, AT A T JUNCTION OF A ROAD LEADING SOUTH, 40 FEET
 KA0992'EAST OF THE ROAD SOUTH, 20 FEET NORTH OF THE CENTER LINE OF
 KA0992'STATE HIGHWAY 234, AND IS A CHISELED SQUARE IN THE CENTER OF THE
 KA0992'WEST HEAD WALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0169 ***********************************************************************
 JA0169  DESIGNATION -  71 M
 JA0169  PID         -  JA0169
 JA0169  STATE/COUNTY-  IN/ORANGE
 JA0169  COUNTRY     -  US
 JA0169  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0169
 JA0169                         *CURRENT SURVEY CONTROL
 JA0169  ______________________________________________________________________
 JA0169* NAD 83(1986) POSITION- 38 40 14.40   (N) 086 22 10.20   (W)   HD_HELD1
 JA0169* NAVD 88 ORTHO HEIGHT -   220.874 (meters)      724.65  (feet) ADJUSTED
 JA0169  ______________________________________________________________________
 JA0169  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 JA0169  DYNAMIC HEIGHT  -        220.728 (meters)      724.17  (feet) COMP
 JA0169  MODELED GRAVITY -    979,961.2   (mgal)                       NAVD 88
 JA0169
 JA0169  VERT ORDER      -  FIRST     CLASS II
 JA0169
 JA0169.The horizontal coordinates were determined by differentially corrected
 JA0169.hand held GPS observations or other comparable positioning techniques
 JA0169.and have an estimated accuracy of +/- 3 meters.
 JA0169
 JA0169.The orthometric height was determined by differential leveling and
 JA0169.adjusted by the NATIONAL GEODETIC SURVEY
 JA0169.in June 1991.
 JA0169
 JA0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0169.GEOID18 height accuracy estimate available here.
 JA0169
 JA0169.Click photographs - Photos may exist for this station.
 JA0169
 JA0169.The dynamic height is computed by dividing the NAVD 88
 JA0169.geopotential number by the normal gravity value computed on the
 JA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0169.degrees latitude (g = 980.6199 gals.).
 JA0169
 JA0169.The modeled gravity was interpolated from observed gravity values.
 JA0169
 JA0169;                    North         East    Units  Estimated Accuracy
 JA0169;SPC IN W     -   380,179.3     962,120.7     MT  (+/- 3 meters HH1 GPS) 
 JA0169
 JA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5484880419(NAD 83)
 JA0169
 JA0169                          SUPERSEDED SURVEY CONTROL
 JA0169
 JA0169  NGVD 29 (??/??/92)  220.982  (m)          725.01   (f) ADJ UNCH    1 2
 JA0169
 JA0169.Superseded values are not recommended for survey control.
 JA0169
 JA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0169.See file dsdata.pdf to determine how the superseded data were derived.
 JA0169
 JA0169_MARKER: DD = SURVEY DISK
 JA0169_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0169_SP_SET: CONTROL BOX FOUNDATION
 JA0169_STAMPING: 71 M 725 1946
 JA0169_MARK LOGO: USGS
 JA0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0169+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0169
 JA0169  HISTORY     - Date     Condition        Report By
 JA0169  HISTORY     - 1946     MONUMENTED       USGS
 JA0169  HISTORY     - 1949     GOOD             CGS
 JA0169  HISTORY     - 1967     GOOD             CGS
 JA0169  HISTORY     - 20231002 GOOD             INDOT
 JA0169
 JA0169                          STATION DESCRIPTION
 JA0169
 JA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0169'4.4 MI SE FROM ORLEANS.
 JA0169'ABOUT 4.45 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0169'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, AT A BLACK TOP
 JA0169'ROAD CROSSING AT LEIPSIC, SET IN THE TOP OF THE SOUTHWEST CORNER
 JA0169'OF RAILWAY SIGNAL CONTROL BOX FOUNDATION, 36 FEET EAST-NORTHEAST
 JA0169'OF THE CENTER OF THE CROSSING, 31.5 FEET EAST OF THE CENTER LINE
 JA0169'OF THE BLACK TOP ROAD, 10.5 FEET NORTH OF THE NORTH RAIL OF THE
 JA0169'MAIN TRACK, 4.7 FEET EAST OF A TELEPHONE POLE, AND ABOUT LEVEL
 JA0169'WITH THE TRACK.  NOTE-- THE LEIPSIC RAILWAY STATION HAS BEEN
 JA0169'DESTROYED.
 JA0169
 JA0169                          STATION RECOVERY (1967)
 JA0169
 JA0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0169'RECOVERED IN GOOD CONDITION.
 JA0169
 JA0169                          STATION RECOVERY (2023)
 JA0169
 JA0169'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0137 ***********************************************************************
 JA0137  DESIGNATION -  713
 JA0137  PID         -  JA0137
 JA0137  STATE/COUNTY-  IN/LAWRENCE
 JA0137  COUNTRY     -  US
 JA0137  USGS QUAD   -  BEDFORD EAST (2019)
 JA0137
 JA0137                         *CURRENT SURVEY CONTROL
 JA0137  ______________________________________________________________________
 JA0137* NAD 83(1986) POSITION- 38 51 49.0    (N) 086 29 09.2    (W)   HD_HELD2
 JA0137* NAVD 88 ORTHO HEIGHT -   217.078 (meters)      712.20  (feet) ADJUSTED
 JA0137  ______________________________________________________________________
 JA0137  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 JA0137  DYNAMIC HEIGHT  -        216.943 (meters)      711.75  (feet) COMP
 JA0137  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JA0137
 JA0137  VERT ORDER      -  FIRST     CLASS II
 JA0137
 JA0137.The horizontal coordinates were established by autonomous hand held GPS
 JA0137.observations and have an estimated accuracy of +/- 10 meters.
 JA0137
 JA0137.The orthometric height was determined by differential leveling and
 JA0137.adjusted by the NATIONAL GEODETIC SURVEY
 JA0137.in June 1991.
 JA0137
 JA0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0137.GEOID18 height accuracy estimate available here.
 JA0137
 JA0137.Click photographs - Photos may exist for this station.
 JA0137
 JA0137.The dynamic height is computed by dividing the NAVD 88
 JA0137.geopotential number by the normal gravity value computed on the
 JA0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0137.degrees latitude (g = 980.6199 gals.).
 JA0137
 JA0137.The modeled gravity was interpolated from observed gravity values.
 JA0137
 JA0137;                    North         East    Units  Estimated Accuracy
 JA0137;SPC IN W     -   401,525.      951,852.      MT  (+/- 10 meters HH2 GPS)
 JA0137
 JA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4460301767(NAD 83)
 JA0137
 JA0137                          SUPERSEDED SURVEY CONTROL
 JA0137
 JA0137  NGVD 29 (??/??/92)  217.193  (m)          712.57   (f) ADJ UNCH    1 2
 JA0137
 JA0137.Superseded values are not recommended for survey control.
 JA0137
 JA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0137.See file dsdata.pdf to determine how the superseded data were derived.
 JA0137
 JA0137_MARKER: DB = BENCH MARK DISK
 JA0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0137_SP_SET: BUILDING
 JA0137_STAMPING: 713 712.581
 JA0137_MARK LOGO: USGS
 JA0137_PROJECTION: FLUSH
 JA0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0137+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2025
 JA0137
 JA0137  HISTORY     - Date     Condition        Report By
 JA0137  HISTORY     - UNK      MONUMENTED       USGS
 JA0137  HISTORY     - 1949     GOOD             CGS
 JA0137  HISTORY     - 1967     GOOD             CGS
 JA0137  HISTORY     - 20250526 GOOD             INDIV
 JA0137
 JA0137                          STATION DESCRIPTION
 JA0137
 JA0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0137'AT BEDFORD.
 JA0137'AT BEDFORD, AT THE PUBLIC LIBRARY, IN THE NORTHEAST CORNER OF THE
 JA0137'BASEMENT WINDOW SILL OF THE FIRST WINDOW SOUTH OF THE MAIN
 JA0137'ENTRANCE, 19 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING
 JA0137'AND ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.  PUBLIC LIBRARY
 JA0137'AT THE INTERSECTION OF K AND 14TH STREETS.
 JA0137
 JA0137                          STATION RECOVERY (1967)
 JA0137
 JA0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0137'RECOVERED IN GOOD CONDITION.
 JA0137
 JA0137                          STATION RECOVERY (2025)
 JA0137
 JA0137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (KAW)
 JA0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0973 ***********************************************************************
 KA0973  DESIGNATION -  713.7
 KA0973  PID         -  KA0973
 KA0973  STATE/COUNTY-  IN/FOUNTAIN
 KA0973  COUNTRY     -  US
 KA0973  USGS QUAD   -  WALLACE (2019)
 KA0973
 KA0973                         *CURRENT SURVEY CONTROL
 KA0973  ______________________________________________________________________
 KA0973* NAD 83(1986) POSITION- 39 58 03.     (N) 087 14 34.     (W)   SCALED
 KA0973* NAVD 88 ORTHO HEIGHT -   217.530 (meters)      713.68  (feet) ADJUSTED
 KA0973  ______________________________________________________________________
 KA0973  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 KA0973  DYNAMIC HEIGHT  -        217.413 (meters)      713.30  (feet) COMP
 KA0973  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 KA0973
 KA0973  VERT ORDER      -  SECOND    CLASS 0
 KA0973
 KA0973.The horizontal coordinates were scaled from a map and have
 KA0973.an estimated accuracy of +/- 6 seconds.
 KA0973
 KA0973.The orthometric height was determined by differential leveling and
 KA0973.adjusted by the NATIONAL GEODETIC SURVEY
 KA0973.in June 1991.
 KA0973
 KA0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0973.GEOID18 height accuracy estimate available here.
 KA0973
 KA0973.Click photographs - Photos may exist for this station.
 KA0973
 KA0973.The dynamic height is computed by dividing the NAVD 88
 KA0973.geopotential number by the normal gravity value computed on the
 KA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0973.degrees latitude (g = 980.6199 gals.).
 KA0973
 KA0973.The modeled gravity was interpolated from observed gravity values.
 KA0973
 KA0973;                    North         East    Units  Estimated Accuracy
 KA0973;SPC IN W     -   523,920.      886,380.      MT  (+/- 180 meters Scaled)
 KA0973
 KA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792241(NAD 83)
 KA0973
 KA0973                          SUPERSEDED SURVEY CONTROL
 KA0973
 KA0973  NGVD 29 (??/??/92)  217.604  (m)          713.92   (f) ADJ UNCH    2 0
 KA0973
 KA0973.Superseded values are not recommended for survey control.
 KA0973
 KA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0973.See file dsdata.pdf to determine how the superseded data were derived.
 KA0973
 KA0973_MARKER: Q = CHISELED SQUARE
 KA0973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0973_SP_SET: MARKER POST
 KA0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0973
 KA0973  HISTORY     - Date     Condition        Report By
 KA0973  HISTORY     - UNK      MONUMENTED       USGS
 KA0973  HISTORY     - 1946     GOOD             CGS
 KA0973
 KA0973                          STATION DESCRIPTION
 KA0973
 KA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0973'2 MI E FROM KINGMAN.
 KA0973'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0973'AT KINGMAN, AT THE INTERSECTION OF U.S. HIGHWAY 41, 110 FEET
 KA0973'NORTHEAST OF U.S.G.S.B. M. 27M, 50 FEET WEST OF THE CENTER LINE
 KA0973'OF U.S. HIGHWAY 41, AND IS A CHISELED SQUARE ON TOP OF A CONCRETE
 KA0973'RIGHT-OF-WAY MARKER POST, PAINTED ON POST 713.7.  A CHISELED
 KA0973'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0978 ***********************************************************************
 KA0978  DESIGNATION -  715.7
 KA0978  PID         -  KA0978
 KA0978  STATE/COUNTY-  IN/FOUNTAIN
 KA0978  COUNTRY     -  US
 KA0978  USGS QUAD   -  WALLACE (2019)
 KA0978
 KA0978                         *CURRENT SURVEY CONTROL
 KA0978  ______________________________________________________________________
 KA0978* NAD 83(1986) POSITION- 39 59 47.     (N) 087 14 35.     (W)   SCALED
 KA0978* NAVD 88 ORTHO HEIGHT -   218.159 (meters)      715.74  (feet) ADJUSTED
 KA0978  ______________________________________________________________________
 KA0978  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 KA0978  DYNAMIC HEIGHT  -        218.042 (meters)      715.36  (feet) COMP
 KA0978  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 KA0978
 KA0978  VERT ORDER      -  SECOND    CLASS 0
 KA0978
 KA0978.The horizontal coordinates were scaled from a map and have
 KA0978.an estimated accuracy of +/- 6 seconds.
 KA0978
 KA0978.The orthometric height was determined by differential leveling and
 KA0978.adjusted by the NATIONAL GEODETIC SURVEY
 KA0978.in June 1991.
 KA0978
 KA0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0978.GEOID18 height accuracy estimate available here.
 KA0978
 KA0978.Click photographs - Photos may exist for this station.
 KA0978
 KA0978.The dynamic height is computed by dividing the NAVD 88
 KA0978.geopotential number by the normal gravity value computed on the
 KA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0978.degrees latitude (g = 980.6199 gals.).
 KA0978
 KA0978.The modeled gravity was interpolated from observed gravity values.
 KA0978
 KA0978;                    North         East    Units  Estimated Accuracy
 KA0978;SPC IN W     -   527,130.      886,360.      MT  (+/- 180 meters Scaled)
 KA0978
 KA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792273(NAD 83)
 KA0978
 KA0978                          SUPERSEDED SURVEY CONTROL
 KA0978
 KA0978  NGVD 29 (??/??/92)  218.233  (m)          715.99   (f) ADJ UNCH    2 0
 KA0978
 KA0978.Superseded values are not recommended for survey control.
 KA0978
 KA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0978.See file dsdata.pdf to determine how the superseded data were derived.
 KA0978
 KA0978_MARKER: Q = CHISELED SQUARE
 KA0978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0978_SP_SET: CULVERT HEADWALL
 KA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0978+STABILITY: SURFACE MOTION
 KA0978
 KA0978  HISTORY     - Date     Condition        Report By
 KA0978  HISTORY     - UNK      MONUMENTED       USGS
 KA0978  HISTORY     - 1946     GOOD             CGS
 KA0978
 KA0978                          STATION DESCRIPTION
 KA0978
 KA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0978'3.2 MI S FROM STEAM CORNER.
 KA0978'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0978'AT STEAM CORNER, AT A CROSS ROAD, 13 FEET SOUTH OF THE CENTER
 KA0978'LINE OF THE ROAD LEADING EAST, 20 FEET EAST OF AND ABOUT LEVEL
 KA0978'WITH THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE
 KA0978'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 14 INCH PIPE
 KA0978'CULVERT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0976 ***********************************************************************
 KA0976  DESIGNATION -  718.8
 KA0976  PID         -  KA0976
 KA0976  STATE/COUNTY-  IN/FOUNTAIN
 KA0976  COUNTRY     -  US
 KA0976  USGS QUAD   -  WALLACE (2019)
 KA0976
 KA0976                         *CURRENT SURVEY CONTROL
 KA0976  ______________________________________________________________________
 KA0976* NAD 83(1986) POSITION- 39 58 55.     (N) 087 14 33.     (W)   SCALED
 KA0976* NAVD 88 ORTHO HEIGHT -   219.072 (meters)      718.74  (feet) ADJUSTED
 KA0976  ______________________________________________________________________
 KA0976  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 KA0976  DYNAMIC HEIGHT  -        218.954 (meters)      718.35  (feet) COMP
 KA0976  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 KA0976
 KA0976  VERT ORDER      -  SECOND    CLASS 0
 KA0976
 KA0976.The horizontal coordinates were scaled from a map and have
 KA0976.an estimated accuracy of +/- 6 seconds.
 KA0976
 KA0976.The orthometric height was determined by differential leveling and
 KA0976.adjusted by the NATIONAL GEODETIC SURVEY
 KA0976.in June 1991.
 KA0976
 KA0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0976.GEOID18 height accuracy estimate available here.
 KA0976
 KA0976.Click photographs - Photos may exist for this station.
 KA0976
 KA0976.The dynamic height is computed by dividing the NAVD 88
 KA0976.geopotential number by the normal gravity value computed on the
 KA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0976.degrees latitude (g = 980.6199 gals.).
 KA0976
 KA0976.The modeled gravity was interpolated from observed gravity values.
 KA0976
 KA0976;                    North         East    Units  Estimated Accuracy
 KA0976;SPC IN W     -   525,530.      886,410.      MT  (+/- 180 meters Scaled)
 KA0976
 KA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792257(NAD 83)
 KA0976
 KA0976                          SUPERSEDED SURVEY CONTROL
 KA0976
 KA0976  NGVD 29 (??/??/92)  219.146  (m)          718.98   (f) ADJ UNCH    2 0
 KA0976
 KA0976.Superseded values are not recommended for survey control.
 KA0976
 KA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0976.See file dsdata.pdf to determine how the superseded data were derived.
 KA0976
 KA0976_MARKER: Q = CHISELED SQUARE
 KA0976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0976_SP_SET: CULVERT HEADWALL
 KA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0976+STABILITY: SURFACE MOTION
 KA0976
 KA0976  HISTORY     - Date     Condition        Report By
 KA0976  HISTORY     - UNK      MONUMENTED       USGS
 KA0976  HISTORY     - 1946     GOOD             CGS
 KA0976  HISTORY     - 20090713 GOOD             INDOT
 KA0976
 KA0976                          STATION DESCRIPTION
 KA0976
 KA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0976'4.2 MI S FROM STEAM CORNER.
 KA0976'ABOUT 4.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0976'AT STEAM CORNER, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF
 KA0976'STATE HIGHWAY 234, AT A CROSS ROAD, 22 FEET NORTH OF THE CENTER
 KA0976'LINE OF THE ROAD LEADING WEST, 16.5 FEET WEST OF AND ABOUT 0.3 FOOT
 KA0976'ABOVE THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE CENTER
 KA0976'OF THE WEST CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT.  A CHISELED
 KA0976'SQUARE.
 KA0976
 KA0976                          STATION RECOVERY (2009)
 KA0976
 KA0976'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 KA0976'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1055 ***********************************************************************
 KA1055  DESIGNATION -  719.895
 KA1055  PID         -  KA1055
 KA1055  STATE/COUNTY-  IN/PARKE
 KA1055  COUNTRY     -  US
 KA1055  USGS QUAD   -  ROCKVILLE (2019)
 KA1055
 KA1055                         *CURRENT SURVEY CONTROL
 KA1055  ______________________________________________________________________
 KA1055* NAD 83(1986) POSITION- 39 52 29.     (N) 087 09 28.     (W)   SCALED
 KA1055* NAVD 88 ORTHO HEIGHT -   219.369 (meters)      719.71  (feet) ADJUSTED
 KA1055  ______________________________________________________________________
 KA1055  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 KA1055  DYNAMIC HEIGHT  -        219.247 (meters)      719.31  (feet) COMP
 KA1055  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 KA1055
 KA1055  VERT ORDER      -  SECOND    CLASS 0
 KA1055
 KA1055.The horizontal coordinates were scaled from a map and have
 KA1055.an estimated accuracy of +/- 6 seconds.
 KA1055
 KA1055.The orthometric height was determined by differential leveling and
 KA1055.adjusted by the NATIONAL GEODETIC SURVEY
 KA1055.in June 1991.
 KA1055
 KA1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1055.GEOID18 height accuracy estimate available here.
 KA1055
 KA1055.Click photographs - Photos may exist for this station.
 KA1055
 KA1055.The dynamic height is computed by dividing the NAVD 88
 KA1055.geopotential number by the normal gravity value computed on the
 KA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1055.degrees latitude (g = 980.6199 gals.).
 KA1055
 KA1055.The modeled gravity was interpolated from observed gravity values.
 KA1055
 KA1055;                    North         East    Units  Estimated Accuracy
 KA1055;SPC IN W     -   513,610.      893,630.      MT  (+/- 180 meters Scaled)
 KA1055
 KA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK865138(NAD 83)
 KA1055
 KA1055                          SUPERSEDED SURVEY CONTROL
 KA1055
 KA1055  NGVD 29 (??/??/92)  219.458  (m)          720.01   (f) ADJ UNCH    2 0
 KA1055
 KA1055.Superseded values are not recommended for survey control.
 KA1055
 KA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1055.See file dsdata.pdf to determine how the superseded data were derived.
 KA1055
 KA1055_MARKER: Q = CHISELED SQUARE
 KA1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1055_SP_SET: CULVERT HEADWALL
 KA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1055+STABILITY: SURFACE MOTION
 KA1055
 KA1055  HISTORY     - Date     Condition        Report By
 KA1055  HISTORY     - UNK      MONUMENTED       USGS
 KA1055  HISTORY     - 1946     GOOD             CGS
 KA1055
 KA1055                          STATION DESCRIPTION
 KA1055
 KA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1055'6.2 MI W FROM WAVELAND.
 KA1055'ABOUT 6.15 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1055'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, SET IN THE
 KA1055'TOP OF AND A IN THE APPROXIMATE CENTER OF THE SOUTH CONCRETE
 KA1055'HEAD WALL OF A 20 INCH CORRUGATED PIPE CULVERT, 110 FEET WEST OF
 KA1055'THE CENTER OF THE CROSSING, 23 FEET SOUTH OF AND ABOUT 3 FEET
 KA1055'BELOW THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1000 ***********************************************************************
 KA1000  DESIGNATION -  719.9 USGS
 KA1000  PID         -  KA1000
 KA1000  STATE/COUNTY-  IN/FOUNTAIN
 KA1000  COUNTRY     -  US
 KA1000  USGS QUAD   -  ALAMO (2019)
 KA1000
 KA1000                         *CURRENT SURVEY CONTROL
 KA1000  ______________________________________________________________________
 KA1000* NAD 83(1986) POSITION- 39 58 03.     (N) 087 07 27.     (W)   SCALED
 KA1000* NAVD 88 ORTHO HEIGHT -   219.316 (meters)      719.54  (feet) ADJUSTED
 KA1000  ______________________________________________________________________
 KA1000  GEOID HEIGHT    -        -33.273 (meters)                     GEOID18
 KA1000  DYNAMIC HEIGHT  -        219.197 (meters)      719.15  (feet) COMP
 KA1000  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 KA1000
 KA1000  VERT ORDER      -  SECOND    CLASS 0
 KA1000
 KA1000.The horizontal coordinates were scaled from a map and have
 KA1000.an estimated accuracy of +/- 6 seconds.
 KA1000
 KA1000.The orthometric height was determined by differential leveling and
 KA1000.adjusted by the NATIONAL GEODETIC SURVEY
 KA1000.in June 1991.
 KA1000
 KA1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1000.GEOID18 height accuracy estimate available here.
 KA1000
 KA1000.Click photographs - Photos may exist for this station.
 KA1000
 KA1000.The dynamic height is computed by dividing the NAVD 88
 KA1000.geopotential number by the normal gravity value computed on the
 KA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1000.degrees latitude (g = 980.6199 gals.).
 KA1000
 KA1000.The modeled gravity was interpolated from observed gravity values.
 KA1000
 KA1000;                    North         East    Units  Estimated Accuracy
 KA1000;SPC IN W     -   523,910.      896,510.      MT  (+/- 180 meters Scaled)
 KA1000
 KA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK893241(NAD 83)
 KA1000
 KA1000                          SUPERSEDED SURVEY CONTROL
 KA1000
 KA1000  NGVD 29 (??/??/92)  219.395  (m)          719.80   (f) ADJ UNCH    2 0
 KA1000
 KA1000.Superseded values are not recommended for survey control.
 KA1000
 KA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1000.See file dsdata.pdf to determine how the superseded data were derived.
 KA1000
 KA1000_MARKER: Q = CHISELED SQUARE
 KA1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1000_SP_SET: BRIDGE
 KA1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1000
 KA1000  HISTORY     - Date     Condition        Report By
 KA1000  HISTORY     - UNK      MONUMENTED       USGS
 KA1000  HISTORY     - 1946     GOOD             CGS
 KA1000
 KA1000                          STATION DESCRIPTION
 KA1000
 KA1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1000'8.3 MI E FROM KINGMAN.
 KA1000'ABOUT 8.3 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA1000'AT KINGMAN, 1.2 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 341,
 KA1000'110 YARDS EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 100
 KA1000'YARDS WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, SET IN THE
 KA1000'TOP OF THE CENTER OF THE NORTH HEAD WALL OF A 10 FOOT CONCRETE
 KA1000'BRIDGE, 25.8 FEET NORTH OF U.S.C. AND G.S. BENCH MARK D 103, 14
 KA1000'FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE
 KA1000'HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2065 ***********************************************************************
 JA2065  DESIGNATION -  72 DRD
 JA2065  PID         -  JA2065
 JA2065  STATE/COUNTY-  IN/GIBSON
 JA2065  COUNTRY     -  US
 JA2065  USGS QUAD   -  KEENSBURG (2018)
 JA2065
 JA2065                         *CURRENT SURVEY CONTROL
 JA2065  ______________________________________________________________________
 JA2065* NAD 83(1997) POSITION- 38 20 25.66312(N) 087 46 50.36031(W)   ADJUSTED
 JA2065* NAVD 88 ORTHO HEIGHT -   119.23  (+/-2cm)      391.2   (feet) VERTCON3
 JA2065  ______________________________________________________________________
 JA2065  GEOID HEIGHT    -        -31.218 (meters)                     GEOID18
 JA2065  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 JA2065  HORZ ORDER      -  SECOND
 JA2065  VERT ORDER      -  THIRD ? (See Below)
 JA2065
 JA2065.The horizontal coordinates were established by classical geodetic methods
 JA2065.and adjusted by the National Geodetic Survey in May 1999.
 JA2065
 JA2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2065
 JA2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2065.GEOID18 height accuracy estimate available here.
 JA2065
 JA2065.The vertical order pertains to the NGVD 29 superseded value.
 JA2065
 JA2065.Click photographs - Photos may exist for this station.
 JA2065
 JA2065.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2065
 JA2065. The following values were computed from the NAD 83(1997) position.
 JA2065
 JA2065;                    North         East     Units Scale Factor Converg.
 JA2065;SPC IN W     -   343,514.075   839,038.390   MT  1.00001242   -0 25 57.3
 JA2065;SPC IN W     - 1,127,012.43  2,752,745.12   sFT  1.00001242   -0 25 57.3
 JA2065;UTM  16      - 4,243,879.398   431,778.113   MT  0.99965732   -0 29 03.4
 JA2065
 JA2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2065!SPC IN W     -   0.99998619  x   1.00001242  =   0.99999861
 JA2065!UTM  16      -   0.99998619  x   0.99965732  =   0.99964352
 JA2065
 JA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3177843879(NAD 83)
 JA2065
 JA2065                          SUPERSEDED SURVEY CONTROL
 JA2065
 JA2065  NAD 83(1993)-  38 20 25.67118(N)    087 46 50.36017(W) AD(       ) 2
 JA2065  NAD 83(1986)-  38 20 25.67293(N)    087 46 50.36108(W) AD(       ) 2
 JA2065  NAD 27      -  38 20 25.50980(N)    087 46 50.25717(W) AD(       ) 2
 JA2065  NGVD 29             119.36   (m)          391.6    (f) LEVELING    3  
 JA2065
 JA2065.Superseded values are not recommended for survey control.
 JA2065
 JA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2065.See file dsdata.pdf to determine how the superseded data were derived.
 JA2065
 JA2065_MARKER: DD = SURVEY DISK
 JA2065_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA2065_STAMPING: 391 72 DRD 1957
 JA2065_MARK LOGO: USGS
 JA2065_PROJECTION: FLUSH
 JA2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA2065
 JA2065  HISTORY     - Date     Condition        Report By
 JA2065  HISTORY     - 1957     MONUMENTED       USGS
 JA2065  HISTORY     - 1967     GOOD             CGS
 JA2065
 JA2065                          STATION DESCRIPTION
 JA2065
 JA2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA2065'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF OWENSVILLE, 4.5
 JA2065'MILES EAST OF
 JA2065'KEENSBURG, 5 MILES SOUTH OF MT CARMEL AND ON PROPERTY
 JA2065'OF THE PRINCETON FARMS.
 JA2065'
 JA2065'BM 72 DRD 1957 (RM NO 1), STAMPED BM 391 FEET 72 DRD 1957 IS A U S
 JA2065'GEOLOGICAL SURVEY
 JA2065'DISK SET IN THE TOP OF A 6X6 INCH SQUARE CONCRETE
 JA2065'MONUMENT WHICH IS SET FLUSH WITH THE
 JA2065'GROUND SURFACE.  IT IS 19 FEET
 JA2065'SOUTH OF THE CENTER OF A GRAVELED ROAD, 10.8 FEET NORTH
 JA2065'OF A METAL
 JA2065'WITNESS POST, 3.3 FEET EAST OF A FENCE CORNER AND 2.8 FEET SOUTHEAST
 JA2065'OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1778 ***********************************************************************
 LA1778  DESIGNATION -  722.1
 LA1778  PID         -  LA1778
 LA1778  STATE/COUNTY-  IN/MIAMI
 LA1778  COUNTRY     -  US
 LA1778  USGS QUAD   -  PEORIA (2019)
 LA1778
 LA1778                         *CURRENT SURVEY CONTROL
 LA1778  ______________________________________________________________________
 LA1778* NAD 83(1986) POSITION- 40 43 23.     (N) 085 58 44.     (W)   SCALED
 LA1778* NAVD 88 ORTHO HEIGHT -   219.957 (meters)      721.64  (feet) ADJUSTED
 LA1778  ______________________________________________________________________
 LA1778  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 LA1778  DYNAMIC HEIGHT  -        219.850 (meters)      721.29  (feet) COMP
 LA1778  MODELED GRAVITY -    980,134.6   (mgal)                       NAVD 88
 LA1778
 LA1778  VERT ORDER      -  SECOND    CLASS 0
 LA1778
 LA1778.The horizontal coordinates were scaled from a map and have
 LA1778.an estimated accuracy of +/- 6 seconds.
 LA1778
 LA1778.The orthometric height was determined by differential leveling and
 LA1778.adjusted by the NATIONAL GEODETIC SURVEY
 LA1778.in June 1991.
 LA1778
 LA1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1778.GEOID18 height accuracy estimate available here.
 LA1778
 LA1778.Click photographs - Photos may exist for this station.
 LA1778
 LA1778.The dynamic height is computed by dividing the NAVD 88
 LA1778.geopotential number by the normal gravity value computed on the
 LA1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1778.degrees latitude (g = 980.6199 gals.).
 LA1778
 LA1778.The modeled gravity was interpolated from observed gravity values.
 LA1778
 LA1778;                    North         East    Units  Estimated Accuracy
 LA1778;SPC IN E     -   607,850.       73,620.      MT  (+/- 180 meters Scaled)
 LA1778
 LA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL862085(NAD 83)
 LA1778
 LA1778                          SUPERSEDED SURVEY CONTROL
 LA1778
 LA1778  NGVD 29 (??/??/92)  220.082  (m)          722.05   (f) ADJ UNCH    2 0
 LA1778
 LA1778.Superseded values are not recommended for survey control.
 LA1778
 LA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1778.See file dsdata.pdf to determine how the superseded data were derived.
 LA1778
 LA1778_MARKER: Q = CHISELED SQUARE
 LA1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1778_SP_SET: CULVERT
 LA1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1778
 LA1778  HISTORY     - Date     Condition        Report By
 LA1778  HISTORY     - UNK      MONUMENTED       USGS
 LA1778  HISTORY     - 1946     GOOD             CGS
 LA1778
 LA1778                          STATION DESCRIPTION
 LA1778
 LA1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1778'1 MI NW FROM PEORIA.
 LA1778'ABOUT 1.05 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1778'THE BENDERS STORE AT PEORIA, ABOUT 460 FEET NORTHWEST OF THE
 LA1778'JUNCTION OF A SIDE ROAD LEADING SOUTH, A CHISELED SQUARE IN THE
 LA1778'TOP OF THE NORTH CONCRETE HEAD WALL OF A 20 INCH PIPE CULVERT,
 LA1778'12.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1778'TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2253 ***********************************************************************
 JZ2253  DESIGNATION -  723.4
 JZ2253  PID         -  JZ2253
 JZ2253  STATE/COUNTY-  IN/SHELBY
 JZ2253  COUNTRY     -  US
 JZ2253  USGS QUAD   -  HOPE (2019)
 JZ2253
 JZ2253                         *CURRENT SURVEY CONTROL
 JZ2253  ______________________________________________________________________
 JZ2253* NAD 83(1986) POSITION- 39 21 53.     (N) 085 46 13.     (W)   SCALED
 JZ2253* NAVD 88 ORTHO HEIGHT -   220.341 (meters)      722.90  (feet) ADJUSTED
 JZ2253  ______________________________________________________________________
 JZ2253  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2253  DYNAMIC HEIGHT  -        220.207 (meters)      722.46  (feet) COMP
 JZ2253  MODELED GRAVITY -    980,015.4   (mgal)                       NAVD 88
 JZ2253
 JZ2253  VERT ORDER      -  SECOND    CLASS 0
 JZ2253
 JZ2253.The horizontal coordinates were scaled from a map and have
 JZ2253.an estimated accuracy of +/- 6 seconds.
 JZ2253
 JZ2253.The orthometric height was determined by differential leveling and
 JZ2253.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2253.in June 1991.
 JZ2253
 JZ2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2253.GEOID18 height accuracy estimate available here.
 JZ2253
 JZ2253.Click photographs - Photos may exist for this station.
 JZ2253
 JZ2253.The dynamic height is computed by dividing the NAVD 88
 JZ2253.geopotential number by the normal gravity value computed on the
 JZ2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2253.degrees latitude (g = 980.6199 gals.).
 JZ2253
 JZ2253.The modeled gravity was interpolated from observed gravity values.
 JZ2253
 JZ2253;                    North         East    Units  Estimated Accuracy
 JZ2253;SPC IN E     -   456,990.       91,070.      MT  (+/- 180 meters Scaled)
 JZ2253
 JZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059579(NAD 83)
 JZ2253
 JZ2253                          SUPERSEDED SURVEY CONTROL
 JZ2253
 JZ2253  NGVD 29 (??/??/92)  220.459  (m)          723.29   (f) ADJ UNCH    2 0
 JZ2253
 JZ2253.Superseded values are not recommended for survey control.
 JZ2253
 JZ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2253.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2253
 JZ2253_MARKER: Q = CHISELED SQUARE
 JZ2253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2253_SP_SET: CULVERT
 JZ2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2253
 JZ2253  HISTORY     - Date     Condition        Report By
 JZ2253  HISTORY     - UNK      MONUMENTED       USGS
 JZ2253  HISTORY     - 1947     GOOD             CGS
 JZ2253
 JZ2253                          STATION DESCRIPTION
 JZ2253
 JZ2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2253'0.4 MI W FROM NORRISTOWN.
 JZ2253'ABOUT 0.45 MILE WEST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM
 JZ2253'THE UNION CHURCH AT NORRISTOWN, IN THE TOP OF THE SOUTH CONCRETE
 JZ2253'HEADWALL OF A 12-INCH PIPE CULVERT UNDER A FARM ENTRANCE ROAD
 JZ2253'LEADING WEST FROM THE MAIN ROAD, 14 FEET WEST OF THE CENTER LINE
 JZ2253'OF THE MAIN ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE FARM
 JZ2253'ROAD, 1 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1045 ***********************************************************************
 KA1045  DESIGNATION -  725.5
 KA1045  PID         -  KA1045
 KA1045  STATE/COUNTY-  IN/MONTGOMERY
 KA1045  COUNTRY     -  US
 KA1045  USGS QUAD   -  ALAMO (2019)
 KA1045
 KA1045                         *CURRENT SURVEY CONTROL
 KA1045  ______________________________________________________________________
 KA1045* NAD 83(1986) POSITION- 39 52 53.     (N) 087 04 21.     (W)   SCALED
 KA1045* NAVD 88 ORTHO HEIGHT -   221.077 (meters)      725.32  (feet) ADJUSTED
 KA1045  ______________________________________________________________________
 KA1045  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 KA1045  DYNAMIC HEIGHT  -        220.954 (meters)      724.91  (feet) COMP
 KA1045  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 KA1045
 KA1045  VERT ORDER      -  SECOND    CLASS 0
 KA1045
 KA1045.The horizontal coordinates were scaled from a map and have
 KA1045.an estimated accuracy of +/- 6 seconds.
 KA1045
 KA1045.The orthometric height was determined by differential leveling and
 KA1045.adjusted by the NATIONAL GEODETIC SURVEY
 KA1045.in June 1991.
 KA1045
 KA1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1045.GEOID18 height accuracy estimate available here.
 KA1045
 KA1045.Click photographs - Photos may exist for this station.
 KA1045
 KA1045.The dynamic height is computed by dividing the NAVD 88
 KA1045.geopotential number by the normal gravity value computed on the
 KA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1045.degrees latitude (g = 980.6199 gals.).
 KA1045
 KA1045.The modeled gravity was interpolated from observed gravity values.
 KA1045
 KA1045;                    North         East    Units  Estimated Accuracy
 KA1045;SPC IN W     -   514,350.      900,930.      MT  (+/- 180 meters Scaled)
 KA1045
 KA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK938145(NAD 83)
 KA1045
 KA1045                          SUPERSEDED SURVEY CONTROL
 KA1045
 KA1045  NGVD 29 (??/??/92)  221.167  (m)          725.61   (f) ADJ UNCH    2 0
 KA1045
 KA1045.Superseded values are not recommended for survey control.
 KA1045
 KA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1045.See file dsdata.pdf to determine how the superseded data were derived.
 KA1045
 KA1045_MARKER: Q = CHISELED SQUARE
 KA1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1045_SP_SET: CULVERT
 KA1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1045
 KA1045  HISTORY     - Date     Condition        Report By
 KA1045  HISTORY     - UNK      MONUMENTED       USGS
 KA1045  HISTORY     - 1946     GOOD             CGS
 KA1045
 KA1045                          STATION DESCRIPTION
 KA1045
 KA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1045'1.4 MI W FROM WAVELAND.
 KA1045'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1045'WITH STATE HIGHWAY 59 AT WAVELAND, 0.25 MILE WEST OF THE ISAAK
 KA1045'E. WYATTS FARM, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 KA1045'NORTH HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 25 FEET NORTH OF
 KA1045'AND ABOUT 3 FEET BELOW THE CENTER LINE OF THE HIGHWAY.  A
 KA1045'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0213 ***********************************************************************
 JA0213  DESIGNATION -  728 A
 JA0213  PID         -  JA0213
 JA0213  STATE/COUNTY-  IN/WASHINGTON
 JA0213  COUNTRY     -  US
 JA0213  USGS QUAD   -  SALEM (2019)
 JA0213
 JA0213                         *CURRENT SURVEY CONTROL
 JA0213  ______________________________________________________________________
 JA0213* NAD 83(1986) POSITION- 38 36 31.     (N) 086 05 26.     (W)   SCALED
 JA0213* NAVD 88 ORTHO HEIGHT -   221.651 (meters)      727.20  (feet) ADJUSTED
 JA0213  ______________________________________________________________________
 JA0213  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JA0213  DYNAMIC HEIGHT  -        221.503 (meters)      726.71  (feet) COMP
 JA0213  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 JA0213
 JA0213  VERT ORDER      -  FIRST     CLASS II
 JA0213
 JA0213.The horizontal coordinates were scaled from a map and have
 JA0213.an estimated accuracy of +/- 6 seconds.
 JA0213
 JA0213.The orthometric height was determined by differential leveling and
 JA0213.adjusted by the NATIONAL GEODETIC SURVEY
 JA0213.in June 1991.
 JA0213
 JA0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0213.GEOID18 height accuracy estimate available here.
 JA0213
 JA0213.Click photographs - Photos may exist for this station.
 JA0213
 JA0213.The dynamic height is computed by dividing the NAVD 88
 JA0213.geopotential number by the normal gravity value computed on the
 JA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0213.degrees latitude (g = 980.6199 gals.).
 JA0213
 JA0213.The modeled gravity was interpolated from observed gravity values.
 JA0213
 JA0213;                    North         East    Units  Estimated Accuracy
 JA0213;SPC IN E     -   373,130.       63,080.      MT  (+/- 180 meters Scaled)
 JA0213
 JA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH791737(NAD 83)
 JA0213
 JA0213                          SUPERSEDED SURVEY CONTROL
 JA0213
 JA0213  NGVD 29 (??/??/92)  221.768  (m)          727.58   (f) ADJ UNCH    1 2
 JA0213
 JA0213.Superseded values are not recommended for survey control.
 JA0213
 JA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0213.See file dsdata.pdf to determine how the superseded data were derived.
 JA0213
 JA0213_MARKER: P = PIPE CAP
 JA0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0213_STAMPING: 728
 JA0213_MARK LOGO: USGS
 JA0213_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0213
 JA0213  HISTORY     - Date     Condition        Report By
 JA0213  HISTORY     - 1911     MONUMENTED       USGS
 JA0213  HISTORY     - 1949     GOOD             CGS
 JA0213
 JA0213                          STATION DESCRIPTION
 JA0213
 JA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0213'0.8 MI SE FROM SALEM.
 JA0213'ABOUT 0.8 MILE SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0213'LOUISVILLE RAILWAY FROM SALEM, WASHINGTON COUNTY, ABOUT 0.2 MILE
 JA0213'NORTHWEST OF THE SWITCH TO A SAWMILL, 43 FEET SOUTHEAST OF STONE
 JA0213'CULVERT 283.1, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN
 JA0213'TRACK, OPPOSITE THE CENTER OF A RAIL RACK, AND 5 FEET OUTSIDE THE
 JA0213'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JA0213'CAP, STAMPED 728 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 JA0213'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1097 ***********************************************************************
 KA1097  DESIGNATION -  73.64
 KA1097  PID         -  KA1097
 KA1097  STATE/COUNTY-  IN/VIGO
 KA1097  COUNTRY     -  US
 KA1097  USGS QUAD   -  TERRE HAUTE (2019)
 KA1097
 KA1097                         *CURRENT SURVEY CONTROL
 KA1097  ______________________________________________________________________
 KA1097* NAD 83(1986) POSITION- 39 28 22.     (N) 087 25 06.     (W)   SCALED
 KA1097* NAVD 88 ORTHO HEIGHT -   150.796 (meters)      494.74  (feet) ADJUSTED
 KA1097  ______________________________________________________________________
 KA1097  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 KA1097  DYNAMIC HEIGHT  -        150.710 (meters)      494.45  (feet) COMP
 KA1097  MODELED GRAVITY -    980,058.4   (mgal)                       NAVD 88
 KA1097
 KA1097  VERT ORDER      -  FIRST     CLASS II
 KA1097
 KA1097.The horizontal coordinates were scaled from a map and have
 KA1097.an estimated accuracy of +/- 6 seconds.
 KA1097
 KA1097.The orthometric height was determined by differential leveling and
 KA1097.adjusted by the NATIONAL GEODETIC SURVEY
 KA1097.in June 1991.
 KA1097
 KA1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1097.GEOID18 height accuracy estimate available here.
 KA1097
 KA1097.Click photographs - Photos may exist for this station.
 KA1097
 KA1097.The dynamic height is computed by dividing the NAVD 88
 KA1097.geopotential number by the normal gravity value computed on the
 KA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1097.degrees latitude (g = 980.6199 gals.).
 KA1097
 KA1097.The modeled gravity was interpolated from observed gravity values.
 KA1097
 KA1097;                    North         East    Units  Estimated Accuracy
 KA1097;SPC IN W     -   469,040.      871,180.      MT  (+/- 180 meters Scaled)
 KA1097
 KA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ640693(NAD 83)
 KA1097
 KA1097                          SUPERSEDED SURVEY CONTROL
 KA1097
 KA1097  NGVD 29 (??/??/92)  150.897  (m)          495.07   (f) ADJ UNCH    1 2
 KA1097
 KA1097.Superseded values are not recommended for survey control.
 KA1097
 KA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1097.See file dsdata.pdf to determine how the superseded data were derived.
 KA1097
 KA1097_MARKER: Q = CHISELED SQUARE
 KA1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1097_SP_SET: BRIDGE
 KA1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1097
 KA1097  HISTORY     - Date     Condition        Report By
 KA1097  HISTORY     - UNK      MONUMENTED       PRR
 KA1097  HISTORY     - 1941     GOOD             CGS
 KA1097  HISTORY     - 1956     GOOD             CGS
 KA1097
 KA1097                          STATION DESCRIPTION
 KA1097
 KA1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KA1097'0.9 MI W FROM TERRE HAUTE.
 KA1097'0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA1097'AT TERRE HAUTE, VIGO COUNTY, 60 YARDS NORTH OF THE NORTH END OF
 KA1097'THE AMERICAN CAN CO. PROPERTY, AT BRIDGE 73.64 OVER WABASH RIVER,
 KA1097'ON THE NORTHEAST CORNER OF THE EAST END OF THE SOUTH WING WALL,
 KA1097'AND LEVEL WITH THE TRACK.  AN OUTLINED SQUARE.
 KA1097
 KA1097                          STATION RECOVERY (1956)
 KA1097
 KA1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KA1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1042 ***********************************************************************
 KA1042  DESIGNATION -  733.1
 KA1042  PID         -  KA1042
 KA1042  STATE/COUNTY-  IN/MONTGOMERY
 KA1042  COUNTRY     -  US
 KA1042  USGS QUAD   -  ALAMO (2019)
 KA1042
 KA1042                         *CURRENT SURVEY CONTROL
 KA1042  ______________________________________________________________________
 KA1042* NAD 83(1986) POSITION- 39 52 54.     (N) 087 02 51.     (W)   SCALED
 KA1042* NAVD 88 ORTHO HEIGHT -   223.413 (meters)      732.98  (feet) ADJUSTED
 KA1042  ______________________________________________________________________
 KA1042  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 KA1042  DYNAMIC HEIGHT  -        223.288 (meters)      732.57  (feet) COMP
 KA1042  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 KA1042
 KA1042  VERT ORDER      -  SECOND    CLASS 0
 KA1042
 KA1042.The horizontal coordinates were scaled from a map and have
 KA1042.an estimated accuracy of +/- 6 seconds.
 KA1042
 KA1042.The orthometric height was determined by differential leveling and
 KA1042.adjusted by the NATIONAL GEODETIC SURVEY
 KA1042.in June 1991.
 KA1042
 KA1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1042.GEOID18 height accuracy estimate available here.
 KA1042
 KA1042.Click photographs - Photos may exist for this station.
 KA1042
 KA1042.The dynamic height is computed by dividing the NAVD 88
 KA1042.geopotential number by the normal gravity value computed on the
 KA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1042.degrees latitude (g = 980.6199 gals.).
 KA1042
 KA1042.The modeled gravity was interpolated from observed gravity values.
 KA1042
 KA1042;                    North         East    Units  Estimated Accuracy
 KA1042;SPC IN W     -   514,380.      903,070.      MT  (+/- 180 meters Scaled)
 KA1042
 KA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK959146(NAD 83)
 KA1042
 KA1042                          SUPERSEDED SURVEY CONTROL
 KA1042
 KA1042  NGVD 29 (??/??/92)  223.505  (m)          733.28   (f) ADJ UNCH    2 0
 KA1042
 KA1042.Superseded values are not recommended for survey control.
 KA1042
 KA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1042.See file dsdata.pdf to determine how the superseded data were derived.
 KA1042
 KA1042_MARKER: Q = CHISELED SQUARE
 KA1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1042_SP_SET: BRIDGE
 KA1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1042
 KA1042  HISTORY     - Date     Condition        Report By
 KA1042  HISTORY     - UNK      MONUMENTED       USGS
 KA1042  HISTORY     - 1946     GOOD             CGS
 KA1042
 KA1042                          STATION DESCRIPTION
 KA1042
 KA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1042'AT WAVELAND.
 KA1042'AT WAVELAND, AT THE JUNCTION OF STATE HIGHWAYS 47 AND 59, SET IN
 KA1042'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A 10
 KA1042'FOOT CONCRETE BRIDGE UNDER HIGHWAY 47, 81 FEET SOUTHWEST OF THE
 KA1042'CENTER LINE OF HIGHWAY 59, 16.4 FEET NORTHWEST OF AND ABOUT LEVEL
 KA1042'WITH THE CENTER LINE OF HIGHWAY 47.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1841 ***********************************************************************
 LA1841  DESIGNATION -  734.6
 LA1841  PID         -  LA1841
 LA1841  STATE/COUNTY-  IN/WABASH
 LA1841  COUNTRY     -  US
 LA1841  USGS QUAD   -  SOMERSET (2019)
 LA1841
 LA1841                         *CURRENT SURVEY CONTROL
 LA1841  ______________________________________________________________________
 LA1841* NAD 83(1986) POSITION- 40 40 37.     (N) 085 49 36.     (W)   SCALED
 LA1841* NAVD 88 ORTHO HEIGHT -   223.770 (meters)      734.15  (feet) ADJUSTED
 LA1841  ______________________________________________________________________
 LA1841  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 LA1841  DYNAMIC HEIGHT  -        223.660 (meters)      733.79  (feet) COMP
 LA1841  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 LA1841
 LA1841  VERT ORDER      -  SECOND    CLASS 0
 LA1841
 LA1841.The horizontal coordinates were scaled from a map and have
 LA1841.an estimated accuracy of +/- 6 seconds.
 LA1841
 LA1841.The orthometric height was determined by differential leveling and
 LA1841.adjusted by the NATIONAL GEODETIC SURVEY
 LA1841.in June 1991.
 LA1841
 LA1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1841.GEOID18 height accuracy estimate available here.
 LA1841
 LA1841.Click photographs - Photos may exist for this station.
 LA1841
 LA1841.The dynamic height is computed by dividing the NAVD 88
 LA1841.geopotential number by the normal gravity value computed on the
 LA1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1841.degrees latitude (g = 980.6199 gals.).
 LA1841
 LA1841.The modeled gravity was interpolated from observed gravity values.
 LA1841
 LA1841;                    North         East    Units  Estimated Accuracy
 LA1841;SPC IN E     -   602,700.       86,470.      MT  (+/- 180 meters Scaled)
 LA1841
 LA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991035(NAD 83)
 LA1841
 LA1841                          SUPERSEDED SURVEY CONTROL
 LA1841
 LA1841  NGVD 29 (??/??/92)  223.897  (m)          734.57   (f) ADJ UNCH    2 0
 LA1841
 LA1841.Superseded values are not recommended for survey control.
 LA1841
 LA1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1841.See file dsdata.pdf to determine how the superseded data were derived.
 LA1841
 LA1841_MARKER: Q = CHISELED SQUARE
 LA1841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1841_SP_SET: ABUTMENT
 LA1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1841
 LA1841  HISTORY     - Date     Condition        Report By
 LA1841  HISTORY     - UNK      MONUMENTED       USGS
 LA1841  HISTORY     - 1946     GOOD             CGS
 LA1841
 LA1841                          STATION DESCRIPTION
 LA1841
 LA1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1841'0.6 MI N FROM MOUNT VERNON.
 LA1841'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1841'AT MOUNT VERNON, AT A STEEL BRIDGE OVER MISSISSINEWA RIVER, ON
 LA1841'THE EAST END OF THE SOUTH ABUTMENT, 18 FEET EAST OF U.S.G.S.
 LA1841'B.M. 62M, AND LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0170 ***********************************************************************
 JA0170  DESIGNATION -  735
 JA0170  PID         -  JA0170
 JA0170  STATE/COUNTY-  IN/ORANGE
 JA0170  COUNTRY     -  US
 JA0170  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0170
 JA0170                         *CURRENT SURVEY CONTROL
 JA0170  ______________________________________________________________________
 JA0170* NAD 83(1986) POSITION- 38 40 17.     (N) 086 21 32.     (W)   SCALED
 JA0170* NAVD 88 ORTHO HEIGHT -   223.644 (meters)      733.74  (feet) ADJUSTED
 JA0170  ______________________________________________________________________
 JA0170  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 JA0170  DYNAMIC HEIGHT  -        223.495 (meters)      733.25  (feet) COMP
 JA0170  MODELED GRAVITY -    979,961.3   (mgal)                       NAVD 88
 JA0170
 JA0170  VERT ORDER      -  FIRST     CLASS II
 JA0170
 JA0170.The horizontal coordinates were scaled from a map and have
 JA0170.an estimated accuracy of +/- 6 seconds.
 JA0170
 JA0170.The orthometric height was determined by differential leveling and
 JA0170.adjusted by the NATIONAL GEODETIC SURVEY
 JA0170.in June 1991.
 JA0170
 JA0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0170.GEOID18 height accuracy estimate available here.
 JA0170
 JA0170.Click photographs - Photos may exist for this station.
 JA0170
 JA0170.The dynamic height is computed by dividing the NAVD 88
 JA0170.geopotential number by the normal gravity value computed on the
 JA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0170.degrees latitude (g = 980.6199 gals.).
 JA0170
 JA0170.The modeled gravity was interpolated from observed gravity values.
 JA0170
 JA0170;                    North         East    Units  Estimated Accuracy
 JA0170;SPC IN W     -   380,270.      963,040.      MT  (+/- 180 meters Scaled)
 JA0170
 JA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH557805(NAD 83)
 JA0170
 JA0170                          SUPERSEDED SURVEY CONTROL
 JA0170
 JA0170  NGVD 29 (??/??/92)  223.751  (m)          734.09   (f) ADJ UNCH    1 2
 JA0170
 JA0170.Superseded values are not recommended for survey control.
 JA0170
 JA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0170.See file dsdata.pdf to determine how the superseded data were derived.
 JA0170
 JA0170_MARKER: P = PIPE CAP
 JA0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0170_STAMPING: 735
 JA0170_MARK LOGO: USGS
 JA0170_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0170_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0170+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0170
 JA0170  HISTORY     - Date     Condition        Report By
 JA0170  HISTORY     - 1911     MONUMENTED       USGS
 JA0170  HISTORY     - 1949     GOOD             CGS
 JA0170  HISTORY     - 1967     GOOD             CGS
 JA0170  HISTORY     - 20231002 GOOD             INDOT
 JA0170
 JA0170                          STATION DESCRIPTION
 JA0170
 JA0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0170'5.1 MI SE FROM ORLEANS.
 JA0170'ABOUT 5.1 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0170'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, ABOUT 5.6 MILES
 JA0170'NORTHWEST OF THE STATION AT CAMPBELLSBURG, 296 FEET WEST OF A
 JA0170'DIM FARM ROAD CROSSING, 245 FEET EAST OF MILE POST 266, 115 FEET
 JA0170'WEST OF A FENCE CORNER, 25.7 FEET NORTH OF THE NORTH RAIL, 21
 JA0170'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 19.3 FEET
 JA0170'NORTH-NORTHWEST OF SIGNAL CONTROL BOX POST, 1 FOOT SOUTH OF THE
 JA0170'R/W FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 1
 JA0170'FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES.
 JA0170'NOTE-- ORCHARD HAS BEEN DESTROYED.
 JA0170
 JA0170                          STATION RECOVERY (1967)
 JA0170
 JA0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0170'RECOVERED IN GOOD CONDITION.
 JA0170
 JA0170                          STATION RECOVERY (2023)
 JA0170
 JA0170'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1803 ***********************************************************************
 LA1803  DESIGNATION -  735.1
 LA1803  PID         -  LA1803
 LA1803  STATE/COUNTY-  IN/WABASH
 LA1803  COUNTRY     -  US
 LA1803  USGS QUAD   -  SOMERSET (2019)
 LA1803
 LA1803                         *CURRENT SURVEY CONTROL
 LA1803  ______________________________________________________________________
 LA1803* NAD 83(1986) POSITION- 40 39 58.     (N) 085 50 25.     (W)   SCALED
 LA1803* NAVD 88 ORTHO HEIGHT -   223.863 (meters)      734.46  (feet) ADJUSTED
 LA1803  ______________________________________________________________________
 LA1803  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LA1803  DYNAMIC HEIGHT  -        223.752 (meters)      734.09  (feet) COMP
 LA1803  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 LA1803
 LA1803  VERT ORDER      -  SECOND    CLASS 0
 LA1803
 LA1803.The horizontal coordinates were scaled from a map and have
 LA1803.an estimated accuracy of +/- 6 seconds.
 LA1803
 LA1803.The orthometric height was determined by differential leveling and
 LA1803.adjusted by the NATIONAL GEODETIC SURVEY
 LA1803.in June 1991.
 LA1803
 LA1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1803.GEOID18 height accuracy estimate available here.
 LA1803
 LA1803.Click photographs - Photos may exist for this station.
 LA1803
 LA1803.The dynamic height is computed by dividing the NAVD 88
 LA1803.geopotential number by the normal gravity value computed on the
 LA1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1803.degrees latitude (g = 980.6199 gals.).
 LA1803
 LA1803.The modeled gravity was interpolated from observed gravity values.
 LA1803
 LA1803;                    North         East    Units  Estimated Accuracy
 LA1803;SPC IN E     -   601,500.       85,320.      MT  (+/- 180 meters Scaled)
 LA1803
 LA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL980023(NAD 83)
 LA1803
 LA1803                          SUPERSEDED SURVEY CONTROL
 LA1803
 LA1803  NGVD 29 (??/??/92)  223.989  (m)          734.87   (f) ADJ UNCH    2 0
 LA1803
 LA1803.Superseded values are not recommended for survey control.
 LA1803
 LA1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1803.See file dsdata.pdf to determine how the superseded data were derived.
 LA1803
 LA1803_MARKER: Q = CHISELED SQUARE
 LA1803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1803_SP_SET: CULVERT
 LA1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1803
 LA1803  HISTORY     - Date     Condition        Report By
 LA1803  HISTORY     - UNK      MONUMENTED       USGS
 LA1803  HISTORY     - 1946     GOOD             CGS
 LA1803  HISTORY     - 1962     GOOD             CGS
 LA1803
 LA1803                          STATION DESCRIPTION
 LA1803
 LA1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1803'AT SOMERSET.
 LA1803'AT SOMERSET, ABOUT 0.3 MILE EAST OF THE POST OFFICE, SET IN THE
 LA1803'TOP OF AN L SHAPED CONCRETE HEAD WALL OF A 12 INCH PIPE CULVERT,
 LA1803'20 FEET SOUTH OF THE CENTER LINE OF WATER STREET, 35 FEET WEST OF
 LA1803'THE CENTER LINE OF A SIDE STREET LEADING SOUTH, AND ABOUT 2 FEET
 LA1803'ABOVE THE STREET.
 LA1803
 LA1803                          STATION RECOVERY (1962)
 LA1803
 LA1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1799 ***********************************************************************
 LA1799  DESIGNATION -  736.6
 LA1799  PID         -  LA1799
 LA1799  STATE/COUNTY-  IN/WABASH
 LA1799  COUNTRY     -  US
 LA1799  USGS QUAD   -  SOMERSET (2019)
 LA1799
 LA1799                         *CURRENT SURVEY CONTROL
 LA1799  ______________________________________________________________________
 LA1799* NAD 83(1986) POSITION- 40 39 40.     (N) 085 51 26.     (W)   SCALED
 LA1799* NAVD 88 ORTHO HEIGHT -   224.331 (meters)      735.99  (feet) ADJUSTED
 LA1799  ______________________________________________________________________
 LA1799  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 LA1799  DYNAMIC HEIGHT  -        224.219 (meters)      735.63  (feet) COMP
 LA1799  MODELED GRAVITY -    980,123.3   (mgal)                       NAVD 88
 LA1799
 LA1799  VERT ORDER      -  SECOND    CLASS 0
 LA1799
 LA1799.The horizontal coordinates were scaled from a map and have
 LA1799.an estimated accuracy of +/- 6 seconds.
 LA1799
 LA1799.The orthometric height was determined by differential leveling and
 LA1799.adjusted by the NATIONAL GEODETIC SURVEY
 LA1799.in June 1991.
 LA1799
 LA1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1799.GEOID18 height accuracy estimate available here.
 LA1799
 LA1799.Click photographs - Photos may exist for this station.
 LA1799
 LA1799.The dynamic height is computed by dividing the NAVD 88
 LA1799.geopotential number by the normal gravity value computed on the
 LA1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1799.degrees latitude (g = 980.6199 gals.).
 LA1799
 LA1799.The modeled gravity was interpolated from observed gravity values.
 LA1799
 LA1799;                    North         East    Units  Estimated Accuracy
 LA1799;SPC IN E     -   600,940.       83,890.      MT  (+/- 180 meters Scaled)
 LA1799
 LA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL966017(NAD 83)
 LA1799
 LA1799                          SUPERSEDED SURVEY CONTROL
 LA1799
 LA1799  NGVD 29 (??/??/92)  224.456  (m)          736.40   (f) ADJ UNCH    2 0
 LA1799
 LA1799.Superseded values are not recommended for survey control.
 LA1799
 LA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1799.See file dsdata.pdf to determine how the superseded data were derived.
 LA1799
 LA1799_MARKER: Q = CHISELED SQUARE
 LA1799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1799_SP_SET: BRIDGE
 LA1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1799
 LA1799  HISTORY     - Date     Condition        Report By
 LA1799  HISTORY     - UNK      MONUMENTED       USGS
 LA1799  HISTORY     - 1946     GOOD             CGS
 LA1799
 LA1799                          STATION DESCRIPTION
 LA1799
 LA1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1799'0.7 MI W FROM SOMERSET.
 LA1799'ABOUT 0.7 MILE WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE POST
 LA1799'OFFICE AT SOMERSET, ABOUT 0.8 MILE EAST OF THE INTERSECTION
 LA1799'OF STATE HIGHWAY 513, 167 FEET WEST OF THE T JUNCTION OF A GRAVEL
 LA1799'ROAD LEADING SOUTH, A CHISELED SQUARE IN THE TOP OF THE WEST
 LA1799'END OF THE NORTH CONCRETE RAILING OF A 10 FOOT ARCH CONCRETE
 LA1799'BRIDGE, 12 FEET NORTH OF AND ABOUT 2 FEET ABOVE THE CENTER
 LA1799'LINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1801 ***********************************************************************
 LA1801  DESIGNATION -  737.8
 LA1801  PID         -  LA1801
 LA1801  STATE/COUNTY-  IN/WABASH
 LA1801  COUNTRY     -  US
 LA1801  USGS QUAD   -  SOMERSET (2019)
 LA1801
 LA1801                         *CURRENT SURVEY CONTROL
 LA1801  ______________________________________________________________________
 LA1801* NAD 83(1986) POSITION- 40 39 51.     (N) 085 51 00.     (W)   SCALED
 LA1801* NAVD 88 ORTHO HEIGHT -   224.709 (meters)      737.23  (feet) ADJUSTED
 LA1801  ______________________________________________________________________
 LA1801  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 LA1801  DYNAMIC HEIGHT  -        224.598 (meters)      736.87  (feet) COMP
 LA1801  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LA1801
 LA1801  VERT ORDER      -  SECOND    CLASS 0
 LA1801
 LA1801.The horizontal coordinates were scaled from a map and have
 LA1801.an estimated accuracy of +/- 6 seconds.
 LA1801
 LA1801.The orthometric height was determined by differential leveling and
 LA1801.adjusted by the NATIONAL GEODETIC SURVEY
 LA1801.in June 1991.
 LA1801
 LA1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1801.GEOID18 height accuracy estimate available here.
 LA1801
 LA1801.Click photographs - Photos may exist for this station.
 LA1801
 LA1801.The dynamic height is computed by dividing the NAVD 88
 LA1801.geopotential number by the normal gravity value computed on the
 LA1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1801.degrees latitude (g = 980.6199 gals.).
 LA1801
 LA1801.The modeled gravity was interpolated from observed gravity values.
 LA1801
 LA1801;                    North         East    Units  Estimated Accuracy
 LA1801;SPC IN E     -   601,280.       84,500.      MT  (+/- 180 meters Scaled)
 LA1801
 LA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL972021(NAD 83)
 LA1801
 LA1801                          SUPERSEDED SURVEY CONTROL
 LA1801
 LA1801  NGVD 29 (??/??/92)  224.835  (m)          737.65   (f) ADJ UNCH    2 0
 LA1801
 LA1801.Superseded values are not recommended for survey control.
 LA1801
 LA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1801.See file dsdata.pdf to determine how the superseded data were derived.
 LA1801
 LA1801_MARKER: Z = SEE DESCRIPTION
 LA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1801+STABILITY: SURFACE MOTION
 LA1801
 LA1801  HISTORY     - Date     Condition        Report By
 LA1801  HISTORY     - UNK      MONUMENTED       USGS
 LA1801  HISTORY     - 1946     GOOD             CGS
 LA1801
 LA1801                          STATION DESCRIPTION
 LA1801
 LA1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1801'AT SOMERSET.
 LA1801'AT SOMERSET, AT THE CORNER OF WATER AND JEFFERSON STREET, 11.5
 LA1801'FEET WEST OF THE WEST CORNER OF THE MASONIC HALL BUILDING, 25 FEET
 LA1801'SOUTHEAST OF WATER STREET, 19 FEET NORTHEAST OF JEFFERSON STREET,
 LA1801'AND IS A 1 1/2 INCH PIN IN THE SOUTHEAST END OF A STONE STILE
 LA1801'BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1136 ***********************************************************************
 ME1136  DESIGNATION -  74.177
 ME1136  PID         -  ME1136
 ME1136  STATE/COUNTY-  IN/LAKE
 ME1136  COUNTRY     -  US
 ME1136  USGS QUAD   -  SCHNEIDER (2019)
 ME1136
 ME1136                         *CURRENT SURVEY CONTROL
 ME1136  ______________________________________________________________________
 ME1136* NAD 83(1986) POSITION- 41 13 44.     (N) 087 26 54.     (W)   SCALED
 ME1136* NAVD 88 ORTHO HEIGHT -   196.949 (meters)      646.16  (feet) ADJUSTED
 ME1136  ______________________________________________________________________
 ME1136  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 ME1136  DYNAMIC HEIGHT  -        196.867 (meters)      645.89  (feet) COMP
 ME1136  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 ME1136
 ME1136  VERT ORDER      -  FIRST     CLASS II
 ME1136
 ME1136.The horizontal coordinates were scaled from a map and have
 ME1136.an estimated accuracy of +/- 6 seconds.
 ME1136
 ME1136.The orthometric height was determined by differential leveling and
 ME1136.adjusted by the NATIONAL GEODETIC SURVEY
 ME1136.in June 1991.
 ME1136
 ME1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1136.GEOID18 height accuracy estimate available here.
 ME1136
 ME1136.Click photographs - Photos may exist for this station.
 ME1136
 ME1136.The dynamic height is computed by dividing the NAVD 88
 ME1136.geopotential number by the normal gravity value computed on the
 ME1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1136.degrees latitude (g = 980.6199 gals.).
 ME1136
 ME1136.The modeled gravity was interpolated from observed gravity values.
 ME1136
 ME1136;                    North         East    Units  Estimated Accuracy
 ME1136;SPC IN W     -   664,040.      869,400.      MT  (+/- 180 meters Scaled)
 ME1136
 ME1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624642(NAD 83)
 ME1136
 ME1136                          SUPERSEDED SURVEY CONTROL
 ME1136
 ME1136  NGVD 29 (??/??/92)  197.035  (m)          646.44   (f) ADJ UNCH    1 2
 ME1136
 ME1136.Superseded values are not recommended for survey control.
 ME1136
 ME1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1136.See file dsdata.pdf to determine how the superseded data were derived.
 ME1136
 ME1136_MARKER: X = CHISELED CROSS
 ME1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1136_SP_SET: ABUTMENT
 ME1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1136
 ME1136  HISTORY     - Date     Condition        Report By
 ME1136  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1136  HISTORY     - 1954     GOOD             CGS
 ME1136
 ME1136                          STATION DESCRIPTION
 ME1136
 ME1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1136'2 MI S FROM BELSHAW.
 ME1136'ABOUT 2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1136'CROSSING OF BLACK TOP ROAD AT BELSHAW, A CHISELED CROSS IN THE
 ME1136'TOP OF THE NORTHWEST CORNER OF BACKWALL OF THE NORTH CONCRETE
 ME1136'ABUTMENT OF RAILROAD BRIDGE NO. 49.29 OVER A CREEK, 7.3 FEET
 ME1136'WEST OF WEST RAIL OF WEST TRACK AND ABOUT 1 1/2 FEET BELOW
 ME1136'LEVEL OF TRACK.  NOTE-- ABUTMENT HAS SOME CRACKS AND APPEARS TO
 ME1136'BE UNSTABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1793 ***********************************************************************
 JZ1793  DESIGNATION -  741.2
 JZ1793  PID         -  JZ1793
 JZ1793  STATE/COUNTY-  IN/UNION
 JZ1793  COUNTRY     -  US
 JZ1793  USGS QUAD   -  EVERTON (2019)
 JZ1793
 JZ1793                         *CURRENT SURVEY CONTROL
 JZ1793  ______________________________________________________________________
 JZ1793* NAD 83(1986) POSITION- 39 32 11.     (N) 085 00 13.     (W)   SCALED
 JZ1793* NAVD 88 ORTHO HEIGHT -   225.729 (meters)      740.58  (feet) ADJUSTED
 JZ1793  ______________________________________________________________________
 JZ1793  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JZ1793  DYNAMIC HEIGHT  -        225.595 (meters)      740.14  (feet) COMP
 JZ1793  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 JZ1793
 JZ1793  VERT ORDER      -  SECOND    CLASS 0
 JZ1793
 JZ1793.The horizontal coordinates were scaled from a map and have
 JZ1793.an estimated accuracy of +/- 6 seconds.
 JZ1793
 JZ1793.The orthometric height was determined by differential leveling and
 JZ1793.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1793.in June 1991.
 JZ1793
 JZ1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1793.GEOID18 height accuracy estimate available here.
 JZ1793
 JZ1793.Click photographs - Photos may exist for this station.
 JZ1793
 JZ1793.The dynamic height is computed by dividing the NAVD 88
 JZ1793.geopotential number by the normal gravity value computed on the
 JZ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1793.degrees latitude (g = 980.6199 gals.).
 JZ1793
 JZ1793.The modeled gravity was interpolated from observed gravity values.
 JZ1793
 JZ1793;                    North         East    Units  Estimated Accuracy
 JZ1793;SPC IN E     -   476,250.      157,000.      MT  (+/- 180 meters Scaled)
 JZ1793
 JZ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715782(NAD 83)
 JZ1793
 JZ1793                          SUPERSEDED SURVEY CONTROL
 JZ1793
 JZ1793  NGVD 29 (??/??/92)  225.890  (m)          741.11   (f) ADJ UNCH    2 0
 JZ1793
 JZ1793.Superseded values are not recommended for survey control.
 JZ1793
 JZ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1793.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1793
 JZ1793_MARKER: Q = CHISELED SQUARE
 JZ1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1793_SP_SET: BRIDGE
 JZ1793_STAMPING: 741.2 1947
 JZ1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1793
 JZ1793  HISTORY     - Date     Condition        Report By
 JZ1793  HISTORY     - 1947     MONUMENTED       USGS
 JZ1793  HISTORY     - 1947     GOOD             CGS
 JZ1793
 JZ1793                          STATION DESCRIPTION
 JZ1793
 JZ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1793'2.6 MI NW FROM FAIRFIELD.
 JZ1793'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM
 JZ1793'THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES NORTH
 JZ1793'ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTH OF THE UNION-FRANKLIN
 JZ1793'COUNTY LINE, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, SET IN
 JZ1793'THE TOP OF THE NORTHWEST CONCRETE WING WALL OF A 30-FOOT BRIDGE
 JZ1793'OVER A SMALL STREAM, 73.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1793'EAST-WEST ROAD, 8.5 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH
 JZ1793'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2252 ***********************************************************************
 JZ2252  DESIGNATION -  742.1
 JZ2252  PID         -  JZ2252
 JZ2252  STATE/COUNTY-  IN/SHELBY
 JZ2252  COUNTRY     -  US
 JZ2252  USGS QUAD   -  HOPE (2019)
 JZ2252
 JZ2252                         *CURRENT SURVEY CONTROL
 JZ2252  ______________________________________________________________________
 JZ2252* NAD 83(1986) POSITION- 39 22 04.     (N) 085 46 56.     (W)   SCALED
 JZ2252* NAVD 88 ORTHO HEIGHT -   226.039 (meters)      741.60  (feet) ADJUSTED
 JZ2252  ______________________________________________________________________
 JZ2252  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ2252  DYNAMIC HEIGHT  -        225.902 (meters)      741.15  (feet) COMP
 JZ2252  MODELED GRAVITY -    980,016.3   (mgal)                       NAVD 88
 JZ2252
 JZ2252  VERT ORDER      -  SECOND    CLASS 0
 JZ2252
 JZ2252.The horizontal coordinates were scaled from a map and have
 JZ2252.an estimated accuracy of +/- 6 seconds.
 JZ2252
 JZ2252.The orthometric height was determined by differential leveling and
 JZ2252.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2252.in June 1991.
 JZ2252
 JZ2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2252.GEOID18 height accuracy estimate available here.
 JZ2252
 JZ2252.Click photographs - Photos may exist for this station.
 JZ2252
 JZ2252.The dynamic height is computed by dividing the NAVD 88
 JZ2252.geopotential number by the normal gravity value computed on the
 JZ2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2252.degrees latitude (g = 980.6199 gals.).
 JZ2252
 JZ2252.The modeled gravity was interpolated from observed gravity values.
 JZ2252
 JZ2252;                    North         East    Units  Estimated Accuracy
 JZ2252;SPC IN E     -   457,330.       90,040.      MT  (+/- 180 meters Scaled)
 JZ2252
 JZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ049582(NAD 83)
 JZ2252
 JZ2252                          SUPERSEDED SURVEY CONTROL
 JZ2252
 JZ2252  NGVD 29 (??/??/92)  226.156  (m)          741.98   (f) ADJ UNCH    2 0
 JZ2252
 JZ2252.Superseded values are not recommended for survey control.
 JZ2252
 JZ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2252.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2252
 JZ2252_MARKER: Q = CHISELED SQUARE
 JZ2252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2252_SP_SET: CULVERT
 JZ2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2252
 JZ2252  HISTORY     - Date     Condition        Report By
 JZ2252  HISTORY     - UNK      MONUMENTED       USGS
 JZ2252  HISTORY     - 1947     GOOD             CGS
 JZ2252
 JZ2252                          STATION DESCRIPTION
 JZ2252
 JZ2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2252'1.2 MI W FROM NORRISTOWN.
 JZ2252'ABOUT 1.15 MILE WEST ALONG THE NORRISTOWN-FLAT ROCK ROAD FROM
 JZ2252'UNION CHURCH AT NORRISTOWN, 0.1 MILE EAST OF A SIDE ROAD LEADING
 JZ2252'SOUTH, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL
 JZ2252'OF AN 18-INCH PIPE CULVERT, 14 FEET NORTH OF THE CENTER LINE
 JZ2252'OF THE ROAD AND ABOUT ONE-HALF FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1779 ***********************************************************************
 LA1779  DESIGNATION -  742.9
 LA1779  PID         -  LA1779
 LA1779  STATE/COUNTY-  IN/MIAMI
 LA1779  COUNTRY     -  US
 LA1779  USGS QUAD   -  PEORIA (2019)
 LA1779
 LA1779                         *CURRENT SURVEY CONTROL
 LA1779  ______________________________________________________________________
 LA1779* NAD 83(1986) POSITION- 40 43 11.     (N) 085 58 10.     (W)   SCALED
 LA1779* NAVD 88 ORTHO HEIGHT -   226.270 (meters)      742.35  (feet) ADJUSTED
 LA1779  ______________________________________________________________________
 LA1779  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 LA1779  DYNAMIC HEIGHT  -        226.160 (meters)      741.99  (feet) COMP
 LA1779  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LA1779
 LA1779  VERT ORDER      -  SECOND    CLASS 0
 LA1779
 LA1779.The horizontal coordinates were scaled from a map and have
 LA1779.an estimated accuracy of +/- 6 seconds.
 LA1779
 LA1779.The orthometric height was determined by differential leveling and
 LA1779.adjusted by the NATIONAL GEODETIC SURVEY
 LA1779.in June 1991.
 LA1779
 LA1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1779.GEOID18 height accuracy estimate available here.
 LA1779
 LA1779.Click photographs - Photos may exist for this station.
 LA1779
 LA1779.The dynamic height is computed by dividing the NAVD 88
 LA1779.geopotential number by the normal gravity value computed on the
 LA1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1779.degrees latitude (g = 980.6199 gals.).
 LA1779
 LA1779.The modeled gravity was interpolated from observed gravity values.
 LA1779
 LA1779;                    North         East    Units  Estimated Accuracy
 LA1779;SPC IN E     -   607,480.       74,420.      MT  (+/- 180 meters Scaled)
 LA1779
 LA1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL870081(NAD 83)
 LA1779
 LA1779                          SUPERSEDED SURVEY CONTROL
 LA1779
 LA1779  NGVD 29 (??/??/92)  226.395  (m)          742.76   (f) ADJ UNCH    2 0
 LA1779
 LA1779.Superseded values are not recommended for survey control.
 LA1779
 LA1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1779.See file dsdata.pdf to determine how the superseded data were derived.
 LA1779
 LA1779_MARKER: Q = CHISELED SQUARE
 LA1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1779_SP_SET: CULVERT
 LA1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1779
 LA1779  HISTORY     - Date     Condition        Report By
 LA1779  HISTORY     - UNK      MONUMENTED       USGS
 LA1779  HISTORY     - 1946     GOOD             CGS
 LA1779
 LA1779                          STATION DESCRIPTION
 LA1779
 LA1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1779'0.5 MI NW FROM PEORIA.
 LA1779'ABOUT 0.5 MILE NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1779'BENDERS STORE AT PEORIA, AT A GRAVEL CROSS ROAD, A CHISELED
 LA1779'SQUARE IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF A 15 INCH
 LA1779'PIPE CULVERT, 27 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LA1779'CROSS ROAD, 9 FEET NORTH OF AND ABOUT 1 FOOT BELOW THE CENTER
 LA1779'LINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1052 ***********************************************************************
 KA1052  DESIGNATION -  744 18 M
 KA1052  PID         -  KA1052
 KA1052  STATE/COUNTY-  IN/PARKE
 KA1052  COUNTRY     -  US
 KA1052  USGS QUAD   -  ROCKVILLE (2019)
 KA1052
 KA1052                         *CURRENT SURVEY CONTROL
 KA1052  ______________________________________________________________________
 KA1052* NAD 83(1986) POSITION- 39 52 28.     (N) 087 08 19.     (W)   SCALED
 KA1052* NAVD 88 ORTHO HEIGHT -   226.689 (meters)      743.73  (feet) ADJUSTED
 KA1052  ______________________________________________________________________
 KA1052  GEOID HEIGHT    -        -33.259 (meters)                     GEOID18
 KA1052  DYNAMIC HEIGHT  -        226.562 (meters)      743.31  (feet) COMP
 KA1052  MODELED GRAVITY -    980,063.9   (mgal)                       NAVD 88
 KA1052
 KA1052  VERT ORDER      -  SECOND    CLASS 0
 KA1052
 KA1052.The horizontal coordinates were scaled from a map and have
 KA1052.an estimated accuracy of +/- 6 seconds.
 KA1052
 KA1052.The orthometric height was determined by differential leveling and
 KA1052.adjusted by the NATIONAL GEODETIC SURVEY
 KA1052.in June 1991.
 KA1052
 KA1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1052.GEOID18 height accuracy estimate available here.
 KA1052
 KA1052.Click photographs - Photos may exist for this station.
 KA1052
 KA1052.The dynamic height is computed by dividing the NAVD 88
 KA1052.geopotential number by the normal gravity value computed on the
 KA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1052.degrees latitude (g = 980.6199 gals.).
 KA1052
 KA1052.The modeled gravity was interpolated from observed gravity values.
 KA1052
 KA1052;                    North         East    Units  Estimated Accuracy
 KA1052;SPC IN W     -   513,580.      895,270.      MT  (+/- 180 meters Scaled)
 KA1052
 KA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK881138(NAD 83)
 KA1052
 KA1052                          SUPERSEDED SURVEY CONTROL
 KA1052
 KA1052  NGVD 29 (??/??/92)  226.778  (m)          744.02   (f) ADJ UNCH    2 0
 KA1052
 KA1052.Superseded values are not recommended for survey control.
 KA1052
 KA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1052.See file dsdata.pdf to determine how the superseded data were derived.
 KA1052
 KA1052_MARKER: DD = SURVEY DISK
 KA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1052_STAMPING: 744 18M 1946
 KA1052_MARK LOGO: USGS
 KA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1052+STABILITY: SURFACE MOTION
 KA1052
 KA1052  HISTORY     - Date     Condition        Report By
 KA1052  HISTORY     - 1946     MONUMENTED       USGS
 KA1052  HISTORY     - 1946     GOOD             CGS
 KA1052
 KA1052                          STATION DESCRIPTION
 KA1052
 KA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1052'5.2 MI W FROM WAVELAND.
 KA1052'ABOUT 5.15 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1052'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 42 FEET SOUTH
 KA1052'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER
 KA1052'LINE OF A ROAD LEADING SOUTH, 1 FOOT NORTHEAST OF A WIRE FENCE,
 KA1052'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 KA1052'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KA1052'DISK, STAMPED 744 18 M 1946 AND SET IN THE TOP OF A CONCRETE
 KA1052'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1053 ***********************************************************************
 KA1053  DESIGNATION -  745.0
 KA1053  PID         -  KA1053
 KA1053  STATE/COUNTY-  IN/PARKE
 KA1053  COUNTRY     -  US
 KA1053  USGS QUAD   -  WALLACE (2019)
 KA1053
 KA1053                         *CURRENT SURVEY CONTROL
 KA1053  ______________________________________________________________________
 KA1053* NAD 83(1986) POSITION- 39 52 30.3    (N) 087 08 19.3    (W)   HD_HELD2
 KA1053* NAVD 88 ORTHO HEIGHT -   227.038 (meters)      744.87  (feet) ADJUSTED
 KA1053  ______________________________________________________________________
 KA1053  GEOID HEIGHT    -        -33.259 (meters)                     GEOID18
 KA1053  DYNAMIC HEIGHT  -        226.911 (meters)      744.46  (feet) COMP
 KA1053  MODELED GRAVITY -    980,063.9   (mgal)                       NAVD 88
 KA1053
 KA1053  VERT ORDER      -  SECOND    CLASS 0
 KA1053
 KA1053.The horizontal coordinates were established by autonomous hand held GPS
 KA1053.observations and have an estimated accuracy of +/- 10 meters.
 KA1053
 KA1053.The orthometric height was determined by differential leveling and
 KA1053.adjusted by the NATIONAL GEODETIC SURVEY
 KA1053.in June 1991.
 KA1053
 KA1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1053.GEOID18 height accuracy estimate available here.
 KA1053
 KA1053.Click photographs - Photos may exist for this station.
 KA1053
 KA1053.The dynamic height is computed by dividing the NAVD 88
 KA1053.geopotential number by the normal gravity value computed on the
 KA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1053.degrees latitude (g = 980.6199 gals.).
 KA1053
 KA1053.The modeled gravity was interpolated from observed gravity values.
 KA1053
 KA1053;                    North         East    Units  Estimated Accuracy
 KA1053;SPC IN W     -   513,650.      895,264.      MT  (+/- 10 meters HH2 GPS)
 KA1053
 KA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8813913902(NAD 83)
 KA1053
 KA1053                          SUPERSEDED SURVEY CONTROL
 KA1053
 KA1053  NGVD 29 (??/??/92)  227.126  (m)          745.16   (f) ADJ UNCH    2 0
 KA1053
 KA1053.Superseded values are not recommended for survey control.
 KA1053
 KA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1053.See file dsdata.pdf to determine how the superseded data were derived.
 KA1053
 KA1053_MARKER: Q = CHISELED SQUARE
 KA1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1053_SP_SET: CULVERT HEADWALL
 KA1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1053+STABILITY: SURFACE MOTION
 KA1053
 KA1053  HISTORY     - Date     Condition        Report By
 KA1053  HISTORY     - UNK      MONUMENTED       USGS
 KA1053  HISTORY     - 1946     GOOD             CGS
 KA1053
 KA1053                          STATION DESCRIPTION
 KA1053
 KA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1053'5.2 MI W FROM WAVELAND.
 KA1053'ABOUT 5.15 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1053'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 49 FEET NORTH
 KA1053'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER
 KA1053'LINE OF THE ROAD LEADING NORTH, AND SET IN THE TOP OF THE
 KA1053'APPROXIMATE CENTER OF THE NORTHWEST HEAD WALL OF A CONCRETE
 KA1053'CULVERT UNDER THE SIDE ROAD.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1008 ***********************************************************************
 KA1008  DESIGNATION -  745.2
 KA1008  PID         -  KA1008
 KA1008  STATE/COUNTY-  IN/MONTGOMERY
 KA1008  COUNTRY     -  US
 KA1008  USGS QUAD   -  ALAMO (2019)
 KA1008
 KA1008                         *CURRENT SURVEY CONTROL
 KA1008  ______________________________________________________________________
 KA1008* NAD 83(1986) POSITION- 39 55 31.     (N) 087 03 28.     (W)   SCALED
 KA1008* NAVD 88 ORTHO HEIGHT -   227.072 (meters)      744.99  (feet) ADJUSTED
 KA1008  ______________________________________________________________________
 KA1008  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 KA1008  DYNAMIC HEIGHT  -        226.947 (meters)      744.58  (feet) COMP
 KA1008  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 KA1008
 KA1008  VERT ORDER      -  SECOND    CLASS 0
 KA1008
 KA1008.The horizontal coordinates were scaled from a map and have
 KA1008.an estimated accuracy of +/- 6 seconds.
 KA1008
 KA1008.The orthometric height was determined by differential leveling and
 KA1008.adjusted by the NATIONAL GEODETIC SURVEY
 KA1008.in June 1991.
 KA1008
 KA1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1008.GEOID18 height accuracy estimate available here.
 KA1008
 KA1008.Click photographs - Photos may exist for this station.
 KA1008
 KA1008.The dynamic height is computed by dividing the NAVD 88
 KA1008.geopotential number by the normal gravity value computed on the
 KA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1008.degrees latitude (g = 980.6199 gals.).
 KA1008
 KA1008.The modeled gravity was interpolated from observed gravity values.
 KA1008
 KA1008;                    North         East    Units  Estimated Accuracy
 KA1008;SPC IN W     -   519,220.      902,190.      MT  (+/- 180 meters Scaled)
 KA1008
 KA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK950194(NAD 83)
 KA1008
 KA1008                          SUPERSEDED SURVEY CONTROL
 KA1008
 KA1008  NGVD 29 (??/??/92)  227.158  (m)          745.27   (f) ADJ UNCH    2 0
 KA1008
 KA1008.Superseded values are not recommended for survey control.
 KA1008
 KA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1008.See file dsdata.pdf to determine how the superseded data were derived.
 KA1008
 KA1008_MARKER: Q = CHISELED SQUARE
 KA1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1008_SP_SET: CULVERT
 KA1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1008
 KA1008  HISTORY     - Date     Condition        Report By
 KA1008  HISTORY     - UNK      MONUMENTED       USGS
 KA1008  HISTORY     - 1946     GOOD             CGS
 KA1008
 KA1008                          STATION DESCRIPTION
 KA1008
 KA1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1008'6.8 MI NW FROM BROWNS VALLEY.
 KA1008'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1008'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 5.05 MILES NORTHWEST
 KA1008'ALONG STATE HIGHWAY 234, AT A RIGHT ANGLE TURN IN THE HIGHWAY
 KA1008'WITH TANGENTS EXTENDING NORTH AND EAST, AND THE JUNCTION OF A
 KA1008'ROAD LEADING WEST TO THE SHADES PARK, 34 FEET NORTH OF THE
 KA1008'CENTER LINE OF THE EAST TANGENT, 14 FEET EAST OF THE CENTER
 KA1008'LINE OF THE NORTH TANGENT, SET IN THE TOP OF THE CENTER OF THE
 KA1008'EAST HEAD WALL OF AN 18 INCH TRIPLE PIPE CULVERT.  A CHISELED
 KA1008'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1785 ***********************************************************************
 LA1785  DESIGNATION -  752.8
 LA1785  PID         -  LA1785
 LA1785  STATE/COUNTY-  IN/MIAMI
 LA1785  COUNTRY     -  US
 LA1785  USGS QUAD   -  PEORIA (2019)
 LA1785
 LA1785                         *CURRENT SURVEY CONTROL
 LA1785  ______________________________________________________________________
 LA1785* NAD 83(1986) POSITION- 40 42 23.     (N) 085 56 26.     (W)   SCALED
 LA1785* NAVD 88 ORTHO HEIGHT -   229.247 (meters)      752.12  (feet) ADJUSTED
 LA1785  ______________________________________________________________________
 LA1785  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 LA1785  DYNAMIC HEIGHT  -        229.135 (meters)      751.75  (feet) COMP
 LA1785  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 LA1785
 LA1785  VERT ORDER      -  SECOND    CLASS 0
 LA1785
 LA1785.The horizontal coordinates were scaled from a map and have
 LA1785.an estimated accuracy of +/- 6 seconds.
 LA1785
 LA1785.The orthometric height was determined by differential leveling and
 LA1785.adjusted by the NATIONAL GEODETIC SURVEY
 LA1785.in June 1991.
 LA1785
 LA1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1785.GEOID18 height accuracy estimate available here.
 LA1785
 LA1785.Click photographs - Photos may exist for this station.
 LA1785
 LA1785.The dynamic height is computed by dividing the NAVD 88
 LA1785.geopotential number by the normal gravity value computed on the
 LA1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1785.degrees latitude (g = 980.6199 gals.).
 LA1785
 LA1785.The modeled gravity was interpolated from observed gravity values.
 LA1785
 LA1785;                    North         East    Units  Estimated Accuracy
 LA1785;SPC IN E     -   605,990.       76,860.      MT  (+/- 180 meters Scaled)
 LA1785
 LA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL894067(NAD 83)
 LA1785
 LA1785                          SUPERSEDED SURVEY CONTROL
 LA1785
 LA1785  NGVD 29 (??/??/92)  229.373  (m)          752.53   (f) ADJ UNCH    2 0
 LA1785
 LA1785.Superseded values are not recommended for survey control.
 LA1785
 LA1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1785.See file dsdata.pdf to determine how the superseded data were derived.
 LA1785
 LA1785_MARKER: N = NAIL
 LA1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1785_SP_SET: CHERRY TREE ROOT
 LA1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1785
 LA1785  HISTORY     - Date     Condition        Report By
 LA1785  HISTORY     - UNK      MONUMENTED       USGS
 LA1785  HISTORY     - 1946     GOOD             CGS
 LA1785  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1785
 LA1785                          STATION DESCRIPTION
 LA1785
 LA1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1785'1.5 MI SE FROM PEORIA.
 LA1785'ABOUT 1.5 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1785'BENDERS STORE AT PEORIA, AT THE MIAMI-WABASH COUNTY LINE, 105
 LA1785'FEET NORTH OF TABLET 55M, IN THE TOP OF A ROOT ON THE EAST SIDE
 LA1785'OF A 20 INCH WILD CHERRY TREE, 12 FEET WEST OF FENCE LINE, 30
 LA1785'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN A CULTIVATED
 LA1785'FIELD.
 LA1785
 LA1785                          STATION RECOVERY (2023)
 LA1785
 LA1785'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1785'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1792 ***********************************************************************
 LA1792  DESIGNATION -  753.0
 LA1792  PID         -  LA1792
 LA1792  STATE/COUNTY-  IN/WABASH
 LA1792  COUNTRY     -  US
 LA1792  USGS QUAD   -  PEORIA (2019)
 LA1792
 LA1792                         *CURRENT SURVEY CONTROL
 LA1792  ______________________________________________________________________
 LA1792* NAD 83(1986) POSITION- 40 40 40.     (N) 085 54 39.     (W)   SCALED
 LA1792* NAVD 88 ORTHO HEIGHT -   229.305 (meters)      752.31  (feet) ADJUSTED
 LA1792  ______________________________________________________________________
 LA1792  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 LA1792  DYNAMIC HEIGHT  -        229.192 (meters)      751.94  (feet) COMP
 LA1792  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 LA1792
 LA1792  VERT ORDER      -  SECOND    CLASS 0
 LA1792
 LA1792.The horizontal coordinates were scaled from a map and have
 LA1792.an estimated accuracy of +/- 6 seconds.
 LA1792
 LA1792.The orthometric height was determined by differential leveling and
 LA1792.adjusted by the NATIONAL GEODETIC SURVEY
 LA1792.in June 1991.
 LA1792
 LA1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1792.GEOID18 height accuracy estimate available here.
 LA1792
 LA1792.Click photographs - Photos may exist for this station.
 LA1792
 LA1792.The dynamic height is computed by dividing the NAVD 88
 LA1792.geopotential number by the normal gravity value computed on the
 LA1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1792.degrees latitude (g = 980.6199 gals.).
 LA1792
 LA1792.The modeled gravity was interpolated from observed gravity values.
 LA1792
 LA1792;                    North         East    Units  Estimated Accuracy
 LA1792;SPC IN E     -   602,810.       79,360.      MT  (+/- 180 meters Scaled)
 LA1792
 LA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL920035(NAD 83)
 LA1792
 LA1792                          SUPERSEDED SURVEY CONTROL
 LA1792
 LA1792  NGVD 29 (??/??/92)  229.430  (m)          752.72   (f) ADJ UNCH    2 0
 LA1792
 LA1792.Superseded values are not recommended for survey control.
 LA1792
 LA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1792.See file dsdata.pdf to determine how the superseded data were derived.
 LA1792
 LA1792_MARKER: Q = CHISELED SQUARE
 LA1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1792_SP_SET: BRIDGE
 LA1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1792
 LA1792  HISTORY     - Date     Condition        Report By
 LA1792  HISTORY     - UNK      MONUMENTED       USGS
 LA1792  HISTORY     - 1946     GOOD             CGS
 LA1792
 LA1792                          STATION DESCRIPTION
 LA1792
 LA1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1792'4.2 MI SE FROM PEORIA.
 LA1792'ABOUT 4.15 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1792'THE BENDERS STORE AT PEORIA, ABOUT 5.25 MILES NORTHWEST OF THE
 LA1792'POST OFFICE AT SOMERSET, A CHISELED SQUARE IN THE TOP OF THE
 LA1792'SOUTH CONCRETE RAILING OF A 47 FOOT CONCRETE BRIDGE OVER A
 LA1792'CREEK, 19 FEET EAST OF THE WEST END OF THE BRIDGE, 10.5 FEET
 LA1792'SOUTH OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1789 ***********************************************************************
 LA1789  DESIGNATION -  755.0
 LA1789  PID         -  LA1789
 LA1789  STATE/COUNTY-  IN/WABASH
 LA1789  COUNTRY     -  US
 LA1789  USGS QUAD   -  PEORIA (2019)
 LA1789
 LA1789                         *CURRENT SURVEY CONTROL
 LA1789  ______________________________________________________________________
 LA1789* NAD 83(1986) POSITION- 40 41 14.     (N) 085 55 45.     (W)   SCALED
 LA1789* NAVD 88 ORTHO HEIGHT -   229.914 (meters)      754.31  (feet) ADJUSTED
 LA1789  ______________________________________________________________________
 LA1789  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1789  DYNAMIC HEIGHT  -        229.801 (meters)      753.94  (feet) COMP
 LA1789  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 LA1789
 LA1789  VERT ORDER      -  SECOND    CLASS 0
 LA1789
 LA1789.The horizontal coordinates were scaled from a map and have
 LA1789.an estimated accuracy of +/- 6 seconds.
 LA1789
 LA1789.The orthometric height was determined by differential leveling and
 LA1789.adjusted by the NATIONAL GEODETIC SURVEY
 LA1789.in June 1991.
 LA1789
 LA1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1789.GEOID18 height accuracy estimate available here.
 LA1789
 LA1789.Click photographs - Photos may exist for this station.
 LA1789
 LA1789.The dynamic height is computed by dividing the NAVD 88
 LA1789.geopotential number by the normal gravity value computed on the
 LA1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1789.degrees latitude (g = 980.6199 gals.).
 LA1789
 LA1789.The modeled gravity was interpolated from observed gravity values.
 LA1789
 LA1789;                    North         East    Units  Estimated Accuracy
 LA1789;SPC IN E     -   603,860.       77,810.      MT  (+/- 180 meters Scaled)
 LA1789
 LA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL904045(NAD 83)
 LA1789
 LA1789                          SUPERSEDED SURVEY CONTROL
 LA1789
 LA1789  NGVD 29 (??/??/92)  230.039  (m)          754.72   (f) ADJ UNCH    2 0
 LA1789
 LA1789.Superseded values are not recommended for survey control.
 LA1789
 LA1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1789.See file dsdata.pdf to determine how the superseded data were derived.
 LA1789
 LA1789_MARKER: Q = CHISELED SQUARE
 LA1789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1789_SP_SET: BRIDGE
 LA1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1789
 LA1789  HISTORY     - Date     Condition        Report By
 LA1789  HISTORY     - UNK      MONUMENTED       USGS
 LA1789  HISTORY     - 1946     GOOD             CGS
 LA1789
 LA1789                          STATION DESCRIPTION
 LA1789
 LA1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1789'3 MI SE FROM PEORIA.
 LA1789'ABOUT 2.95 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1789'THE BENDERS STORE AT PEORIA, ABOUT 410 FEET NORTHWEST OF A
 LA1789'CROSSROAD, A CHISELED SQUARE IN THE CENTER OF THE TOP OF THE
 LA1789'SOUTHWEST HEAD WALL OF A 15 FOOT CONCRETE BRIDGE OVER A CREEK,
 LA1789'10.5 FEET SOUTHWEST OF AND ABOUT 1.3 FOOT ABOVE THE CENTER LINE
 LA1789'OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1787 ***********************************************************************
 LA1787  DESIGNATION -  758.3
 LA1787  PID         -  LA1787
 LA1787  STATE/COUNTY-  IN/WABASH
 LA1787  COUNTRY     -  US
 LA1787  USGS QUAD   -  PEORIA (2019)
 LA1787
 LA1787                         *CURRENT SURVEY CONTROL
 LA1787  ______________________________________________________________________
 LA1787* NAD 83(1986) POSITION- 40 41 45.     (N) 085 56 09.     (W)   SCALED
 LA1787* NAVD 88 ORTHO HEIGHT -   230.958 (meters)      757.73  (feet) ADJUSTED
 LA1787  ______________________________________________________________________
 LA1787  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LA1787  DYNAMIC HEIGHT  -        230.844 (meters)      757.36  (feet) COMP
 LA1787  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LA1787
 LA1787  VERT ORDER      -  SECOND    CLASS 0
 LA1787
 LA1787.The horizontal coordinates were scaled from a map and have
 LA1787.an estimated accuracy of +/- 6 seconds.
 LA1787
 LA1787.The orthometric height was determined by differential leveling and
 LA1787.adjusted by the NATIONAL GEODETIC SURVEY
 LA1787.in June 1991.
 LA1787
 LA1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1787.GEOID18 height accuracy estimate available here.
 LA1787
 LA1787.Click photographs - Photos may exist for this station.
 LA1787
 LA1787.The dynamic height is computed by dividing the NAVD 88
 LA1787.geopotential number by the normal gravity value computed on the
 LA1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1787.degrees latitude (g = 980.6199 gals.).
 LA1787
 LA1787.The modeled gravity was interpolated from observed gravity values.
 LA1787
 LA1787;                    North         East    Units  Estimated Accuracy
 LA1787;SPC IN E     -   604,820.       77,250.      MT  (+/- 180 meters Scaled)
 LA1787
 LA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL899055(NAD 83)
 LA1787
 LA1787                          SUPERSEDED SURVEY CONTROL
 LA1787
 LA1787  NGVD 29 (??/??/92)  231.083  (m)          758.14   (f) ADJ UNCH    2 0
 LA1787
 LA1787.Superseded values are not recommended for survey control.
 LA1787
 LA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1787.See file dsdata.pdf to determine how the superseded data were derived.
 LA1787
 LA1787_MARKER: N = NAIL
 LA1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1787_SP_SET: HICKORY TREE ROOT
 LA1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1787
 LA1787  HISTORY     - Date     Condition        Report By
 LA1787  HISTORY     - UNK      MONUMENTED       USGS
 LA1787  HISTORY     - 1946     GOOD             CGS
 LA1787
 LA1787                          STATION DESCRIPTION
 LA1787
 LA1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1787'2.2 MI SE FROM PEORIA.
 LA1787'ABOUT 2.2 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1787'BENDERS STORE AT PEORIA, AT THE JUNCTION OF A ROAD LEADING
 LA1787'EAST, 46 FEET EAST OF THE CENTER LINE OF THE TRAIL, 10 FEET SOUTH
 LA1787'OF THE CENTER LINE OF THE ROAD LEADING EAST, ABOUT 1.5 FOOT
 LA1787'ABOVE THE ROAD, AND SET IN THE NORTHWEST ROOT OF A 26 INCH
 LA1787'HICKORY TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0209 ***********************************************************************
 JA0209  DESIGNATION -  76 M
 JA0209  PID         -  JA0209
 JA0209  STATE/COUNTY-  IN/WASHINGTON
 JA0209  COUNTRY     -  US
 JA0209  USGS QUAD   -  SALEM (2019)
 JA0209
 JA0209                         *CURRENT SURVEY CONTROL
 JA0209  ______________________________________________________________________
 JA0209* NAD 83(1986) POSITION- 38 36 19.     (N) 086 06 02.     (W)   SCALED
 JA0209* NAVD 88 ORTHO HEIGHT -   227.713 (meters)      747.09  (feet) ADJUSTED
 JA0209  ______________________________________________________________________
 JA0209  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 JA0209  DYNAMIC HEIGHT  -        227.561 (meters)      746.59  (feet) COMP
 JA0209  MODELED GRAVITY -    979,957.1   (mgal)                       NAVD 88
 JA0209
 JA0209  VERT ORDER      -  FIRST     CLASS II
 JA0209
 JA0209.The horizontal coordinates were scaled from a map and have
 JA0209.an estimated accuracy of +/- 6 seconds.
 JA0209
 JA0209.The orthometric height was determined by differential leveling and
 JA0209.adjusted by the NATIONAL GEODETIC SURVEY
 JA0209.in June 1991.
 JA0209
 JA0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0209.GEOID18 height accuracy estimate available here.
 JA0209
 JA0209.Click photographs - Photos may exist for this station.
 JA0209
 JA0209.The dynamic height is computed by dividing the NAVD 88
 JA0209.geopotential number by the normal gravity value computed on the
 JA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0209.degrees latitude (g = 980.6199 gals.).
 JA0209
 JA0209.The modeled gravity was interpolated from observed gravity values.
 JA0209
 JA0209;                    North         East    Units  Estimated Accuracy
 JA0209;SPC IN E     -   372,770.       62,210.      MT  (+/- 180 meters Scaled)
 JA0209
 JA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH783733(NAD 83)
 JA0209
 JA0209                          SUPERSEDED SURVEY CONTROL
 JA0209
 JA0209  NGVD 29 (??/??/92)  227.830  (m)          747.47   (f) ADJ UNCH    1 2
 JA0209
 JA0209.Superseded values are not recommended for survey control.
 JA0209
 JA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0209.See file dsdata.pdf to determine how the superseded data were derived.
 JA0209
 JA0209_MARKER: DD = SURVEY DISK
 JA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0209_STAMPING: 76 M 748 1947
 JA0209_MARK LOGO: USGS
 JA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0209+STABILITY: SURFACE MOTION
 JA0209
 JA0209  HISTORY     - Date     Condition        Report By
 JA0209  HISTORY     - 1947     MONUMENTED       USGS
 JA0209  HISTORY     - 1949     GOOD             CGS
 JA0209  HISTORY     - 1967     GOOD             CGS
 JA0209
 JA0209                          STATION DESCRIPTION
 JA0209
 JA0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0209'AT SALEM.
 JA0209'AT SALEM, AT THE SOUTH EDGE OF THE COURT HOUSE LAWN, 82.5 FEET
 JA0209'SOUTHEAST OF THE SOUTHWEST CORNER OF THE COURT HOUSE, 16.5 FEET
 JA0209'WEST OF THE WEST EDGE OF THE SOUTH ENTRANCE SIDEWALK, 10.5 FEET
 JA0209'WEST OF A LIGHT POST, 5 FEET NORTH OF THE NORTH CURBING OF THE
 JA0209'STREET, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A
 JA0209'CONCRETE POST PROJECTING 1 INCH.
 JA0209
 JA0209                          STATION RECOVERY (1967)
 JA0209
 JA0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1142 ***********************************************************************
 JZ1142  DESIGNATION -  76.15
 JZ1142  PID         -  JZ1142
 JZ1142  STATE/COUNTY-  IN/WAYNE
 JZ1142  COUNTRY     -  US
 JZ1142  USGS QUAD   -  RICHMOND (2019)
 JZ1142
 JZ1142                         *CURRENT SURVEY CONTROL
 JZ1142  ______________________________________________________________________
 JZ1142* NAD 83(1986) POSITION- 39 50 37.     (N) 084 55 00.     (W)   SCALED
 JZ1142* NAVD 88 ORTHO HEIGHT -   301.85  (+/-2cm)      990.3   (feet) VERTCON3
 JZ1142  ______________________________________________________________________
 JZ1142  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 JZ1142  VERT ORDER      -  ? (See Below)
 JZ1142
 JZ1142.The horizontal coordinates were scaled from a map and have
 JZ1142.an estimated accuracy of +/- 6 seconds.
 JZ1142
 JZ1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1142
 JZ1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1142.GEOID18 height accuracy estimate available here.
 JZ1142
 JZ1142.The vertical order pertains to the NGVD 29 superseded value.
 JZ1142
 JZ1142.Click photographs - Photos may exist for this station.
 JZ1142
 JZ1142;                    North         East    Units  Estimated Accuracy
 JZ1142;SPC IN E     -   510,420.      164,190.      MT  (+/- 180 meters Scaled)
 JZ1142
 JZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK782124(NAD 83)
 JZ1142
 JZ1142                          SUPERSEDED SURVEY CONTROL
 JZ1142
 JZ1142  NGVD 29 (??/??/92)  301.995  (m)          990.80   (f) ADJ UNCH       
 JZ1142
 JZ1142.Superseded values are not recommended for survey control.
 JZ1142
 JZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1142.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1142
 JZ1142_MARKER: X = CHISELED CROSS
 JZ1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1142_SP_SET: BRIDGE
 JZ1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1142
 JZ1142  HISTORY     - Date     Condition        Report By
 JZ1142  HISTORY     - UNK      MONUMENTED       PRR
 JZ1142  HISTORY     - 1942     GOOD             CGS
 JZ1142
 JZ1142                          STATION DESCRIPTION
 JZ1142
 JZ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1142'1.6 MI NW FROM RICHMOND.
 JZ1142'1.6 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1142'STATION AT RICHMOND, WAYNE COUNTY, AT BRIDGE 76/15, ON THE TOP
 JZ1142'OF THE SOUTHEAST CORNER, 9.8 FEET SOUTH OF THE SOUTH RAIL, AND
 JZ1142'ABOUT 1 FOOT LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0215 ***********************************************************************
 JA0215  DESIGNATION -  760
 JA0215  PID         -  JA0215
 JA0215  STATE/COUNTY-  IN/WASHINGTON
 JA0215  COUNTRY     -  US
 JA0215  USGS QUAD   -  SALEM (2019)
 JA0215
 JA0215                         *CURRENT SURVEY CONTROL
 JA0215  ______________________________________________________________________
 JA0215* NAD 83(1986) POSITION- 38 36 25.     (N) 086 03 25.     (W)   SCALED
 JA0215* NAVD 88 ORTHO HEIGHT -   231.251 (meters)      758.70  (feet) ADJUSTED
 JA0215  ______________________________________________________________________
 JA0215  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 JA0215  DYNAMIC HEIGHT  -        231.095 (meters)      758.18  (feet) COMP
 JA0215  MODELED GRAVITY -    979,952.3   (mgal)                       NAVD 88
 JA0215
 JA0215  VERT ORDER      -  FIRST     CLASS II
 JA0215
 JA0215.The horizontal coordinates were scaled from a map and have
 JA0215.an estimated accuracy of +/- 6 seconds.
 JA0215
 JA0215.The orthometric height was determined by differential leveling and
 JA0215.adjusted by the NATIONAL GEODETIC SURVEY
 JA0215.in June 1991.
 JA0215
 JA0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0215.GEOID18 height accuracy estimate available here.
 JA0215
 JA0215.Click photographs - Photos may exist for this station.
 JA0215
 JA0215.The dynamic height is computed by dividing the NAVD 88
 JA0215.geopotential number by the normal gravity value computed on the
 JA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0215.degrees latitude (g = 980.6199 gals.).
 JA0215
 JA0215.The modeled gravity was interpolated from observed gravity values.
 JA0215
 JA0215;                    North         East    Units  Estimated Accuracy
 JA0215;SPC IN E     -   372,940.       66,010.      MT  (+/- 180 meters Scaled)
 JA0215
 JA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH821735(NAD 83)
 JA0215
 JA0215                          SUPERSEDED SURVEY CONTROL
 JA0215
 JA0215  NGVD 29 (??/??/92)  231.367  (m)          759.08   (f) ADJ UNCH    1 2
 JA0215
 JA0215.Superseded values are not recommended for survey control.
 JA0215
 JA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0215.See file dsdata.pdf to determine how the superseded data were derived.
 JA0215
 JA0215_MARKER: DB = BENCH MARK DISK
 JA0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0215_SP_SET: BRIDGE
 JA0215_STAMPING: 760
 JA0215_MARK LOGO: USGS
 JA0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0215
 JA0215  HISTORY     - Date     Condition        Report By
 JA0215  HISTORY     - 1911     MONUMENTED       USGS
 JA0215  HISTORY     - 1949     GOOD             CGS
 JA0215  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0215
 JA0215                          STATION DESCRIPTION
 JA0215
 JA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0215'2.6 MI SE FROM SALEM.
 JA0215'ABOUT 2.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0215'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, ABOUT 0.35 MILE
 JA0215'SOUTHEAST OF A ROAD CROSSING, IN TOP OF THE SOUTH END OF THE
 JA0215'WEST ABUTMENT OF CONCRETE-STEEL BRIDGE OVER A CREEK, 135 FEET
 JA0215'WEST-SOUTHWEST AND ACROSS TRACK FROM MILE POST 285, 6 FEET
 JA0215'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 4 FEET BELOW THE LEVEL
 JA0215'OF THE TRACK.  NOTE-- 760 USGS WAS REPORTED DESTROYED PRIOR TO
 JA0215'1929 AND IT WAS NOT KNOWN WHETHER THIS WAS THE SAME MARK OR THE
 JA0215'STAMPING OF 760 JUST HAPPENED TO COINCIDE.
 JA0215
 JA0215                          STATION RECOVERY (2023)
 JA0215
 JA0215'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0215'BRIDGE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1862 ***********************************************************************
 LA1862  DESIGNATION -  762.0
 LA1862  PID         -  LA1862
 LA1862  STATE/COUNTY-  IN/GRANT
 LA1862  COUNTRY     -  US
 LA1862  USGS QUAD   -  LA FONTAINE (2019)
 LA1862
 LA1862                         *CURRENT SURVEY CONTROL
 LA1862  ______________________________________________________________________
 LA1862* NAD 83(1986) POSITION- 40 37 32.     (N) 085 43 52.     (W)   SCALED
 LA1862* NAVD 88 ORTHO HEIGHT -   232.122 (meters)      761.55  (feet) ADJUSTED
 LA1862  ______________________________________________________________________
 LA1862  GEOID HEIGHT    -        -34.351 (meters)                     GEOID18
 LA1862  DYNAMIC HEIGHT  -        232.006 (meters)      761.17  (feet) COMP
 LA1862  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 LA1862
 LA1862  VERT ORDER      -  SECOND    CLASS 0
 LA1862
 LA1862.The horizontal coordinates were scaled from a map and have
 LA1862.an estimated accuracy of +/- 6 seconds.
 LA1862
 LA1862.The orthometric height was determined by differential leveling and
 LA1862.adjusted by the NATIONAL GEODETIC SURVEY
 LA1862.in June 1991.
 LA1862
 LA1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1862.GEOID18 height accuracy estimate available here.
 LA1862
 LA1862.Click photographs - Photos may exist for this station.
 LA1862
 LA1862.The dynamic height is computed by dividing the NAVD 88
 LA1862.geopotential number by the normal gravity value computed on the
 LA1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1862.degrees latitude (g = 980.6199 gals.).
 LA1862
 LA1862.The modeled gravity was interpolated from observed gravity values.
 LA1862
 LA1862;                    North         East    Units  Estimated Accuracy
 LA1862;SPC IN E     -   596,980.       94,550.      MT  (+/- 180 meters Scaled)
 LA1862
 LA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK073979(NAD 83)
 LA1862
 LA1862                          SUPERSEDED SURVEY CONTROL
 LA1862
 LA1862  NGVD 29 (??/??/92)  232.250  (m)          761.97   (f) ADJ UNCH    2 0
 LA1862
 LA1862.Superseded values are not recommended for survey control.
 LA1862
 LA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1862.See file dsdata.pdf to determine how the superseded data were derived.
 LA1862
 LA1862_MARKER: Q = CHISELED SQUARE
 LA1862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1862_SP_SET: ABUTMENT
 LA1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1862
 LA1862  HISTORY     - Date     Condition        Report By
 LA1862  HISTORY     - UNK      MONUMENTED       USGS
 LA1862  HISTORY     - 1946     GOOD             CGS
 LA1862
 LA1862                          STATION DESCRIPTION
 LA1862
 LA1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1862'0.5 MI NE FROM JALAPA.
 LA1862'ABOUT 0.5 MILE NORTHEAST ALONG A WINDING COUNTRY ROAD FROM THE
 LA1862'CROSSROADS AT JALAPA, IN THE TOP OF THE EAST END OF THE SOUTH
 LA1862'ABUTMENT OF A BRIDGE OVER MISSISSINEWA RIVER, 11 FEET EAST AND
 LA1862'ABOUT 1.5 FEET LOWER THAN THE CENTER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0262 ***********************************************************************
 KA0262  DESIGNATION -  762.7 RM
 KA0262  PID         -  KA0262
 KA0262  STATE/COUNTY-  IN/MARION
 KA0262  COUNTRY     -  US
 KA0262  USGS QUAD   -  FISHERS (2019)
 KA0262
 KA0262                         *CURRENT SURVEY CONTROL
 KA0262  ______________________________________________________________________
 KA0262* NAD 83(1986) POSITION- 39 53 02.     (N) 086 00 23.     (W)   SCALED
 KA0262* NAVD 88 ORTHO HEIGHT -   232.391 (meters)      762.44  (feet) ADJUSTED
 KA0262  ______________________________________________________________________
 KA0262  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 KA0262  DYNAMIC HEIGHT  -        232.261 (meters)      762.01  (feet) COMP
 KA0262  MODELED GRAVITY -    980,061.8   (mgal)                       NAVD 88
 KA0262
 KA0262  VERT ORDER      -  SECOND    CLASS 0
 KA0262
 KA0262.The horizontal coordinates were scaled from a map and have
 KA0262.an estimated accuracy of +/- 6 seconds.
 KA0262
 KA0262.The orthometric height was determined by differential leveling and
 KA0262.adjusted by the NATIONAL GEODETIC SURVEY
 KA0262.in June 1991.
 KA0262
 KA0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0262.GEOID18 height accuracy estimate available here.
 KA0262
 KA0262.Click photographs - Photos may exist for this station.
 KA0262
 KA0262.The dynamic height is computed by dividing the NAVD 88
 KA0262.geopotential number by the normal gravity value computed on the
 KA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0262.degrees latitude (g = 980.6199 gals.).
 KA0262
 KA0262.The modeled gravity was interpolated from observed gravity values.
 KA0262
 KA0262;                    North         East    Units  Estimated Accuracy
 KA0262;SPC IN E     -   514,680.       70,940.      MT  (+/- 180 meters Scaled)
 KA0262
 KA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK849153(NAD 83)
 KA0262
 KA0262                          SUPERSEDED SURVEY CONTROL
 KA0262
 KA0262  NGVD 29 (??/??/92)  232.527  (m)          762.88   (f) ADJ UNCH    2 0
 KA0262
 KA0262.Superseded values are not recommended for survey control.
 KA0262
 KA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0262.See file dsdata.pdf to determine how the superseded data were derived.
 KA0262
 KA0262_MARKER: Q = CHISELED SQUARE
 KA0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0262_SP_SET: BRIDGE
 KA0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0262
 KA0262  HISTORY     - Date     Condition        Report By
 KA0262  HISTORY     - UNK      MONUMENTED       USGS
 KA0262  HISTORY     - 1947     GOOD             CGS
 KA0262  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0262  HISTORY     - 20220216 MARK NOT FOUND   MCSO
 KA0262
 KA0262                          STATION DESCRIPTION
 KA0262
 KA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0262'3 MI N FROM FORT BENJAMIN HARRISON.
 KA0262'ABOUT 0.9 MILE NORTH ALONG GREENE AVENUE, THENCE ABOUT 0.5 MILE
 KA0262'EAST ALONG SHAFTER AVENUE, THENCE ABOUT 1.35 MILE NORTH ALONG LEE
 KA0262'ROAD, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE
 KA0262'NEW YORK CENTRAL RAILROAD STATION AT FORT BENJAMIN HARRISON, AN
 KA0262'OUTLINE SQUARE IN THE TOP OF THE NORTHWEST CONCRETE WING WALL
 KA0262'OF WOODEN DECK STEEL BRIDGE OVER FALL CREEK, 10.5 FEET NORTH OF
 KA0262'THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE WEST END
 KA0262'OF THE STEEL RAILING.  NOTE-- BRIDGE IS CLOSED TO AUTOMOTIVE
 KA0262'TRAFFIC.
 KA0262
 KA0262                          STATION RECOVERY (1998)
 KA0262
 KA0262'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0262'MARK NOT FOUND.
 KA0262
 KA0262                          STATION RECOVERY (2022)
 KA0262
 KA0262'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2022 (RP)
 KA0262'BENCH MARK WAS DESTROYED DURING BRIDGE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1047 ***********************************************************************
 KA1047  DESIGNATION -  763.9
 KA1047  PID         -  KA1047
 KA1047  STATE/COUNTY-  IN/PARKE
 KA1047  COUNTRY     -  US
 KA1047  USGS QUAD   -  ALAMO (2019)
 KA1047
 KA1047                         *CURRENT SURVEY CONTROL
 KA1047  ______________________________________________________________________
 KA1047* NAD 83(1986) POSITION- 39 52 53.     (N) 087 05 39.     (W)   SCALED
 KA1047* NAVD 88 ORTHO HEIGHT -   232.808 (meters)      763.80  (feet) ADJUSTED
 KA1047  ______________________________________________________________________
 KA1047  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 KA1047  DYNAMIC HEIGHT  -        232.679 (meters)      763.38  (feet) COMP
 KA1047  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 KA1047
 KA1047  VERT ORDER      -  SECOND    CLASS 0
 KA1047
 KA1047.The horizontal coordinates were scaled from a map and have
 KA1047.an estimated accuracy of +/- 6 seconds.
 KA1047
 KA1047.The orthometric height was determined by differential leveling and
 KA1047.adjusted by the NATIONAL GEODETIC SURVEY
 KA1047.in June 1991.
 KA1047
 KA1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1047.GEOID18 height accuracy estimate available here.
 KA1047
 KA1047.Click photographs - Photos may exist for this station.
 KA1047
 KA1047.The dynamic height is computed by dividing the NAVD 88
 KA1047.geopotential number by the normal gravity value computed on the
 KA1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1047.degrees latitude (g = 980.6199 gals.).
 KA1047
 KA1047.The modeled gravity was interpolated from observed gravity values.
 KA1047
 KA1047;                    North         East    Units  Estimated Accuracy
 KA1047;SPC IN W     -   514,350.      899,070.      MT  (+/- 180 meters Scaled)
 KA1047
 KA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK919145(NAD 83)
 KA1047
 KA1047                          SUPERSEDED SURVEY CONTROL
 KA1047
 KA1047  NGVD 29 (??/??/92)  232.898  (m)          764.10   (f) ADJ UNCH    2 0
 KA1047
 KA1047.Superseded values are not recommended for survey control.
 KA1047
 KA1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1047.See file dsdata.pdf to determine how the superseded data were derived.
 KA1047
 KA1047_MARKER: Q = CHISELED SQUARE
 KA1047_SETTING: 80 = SET IN A BOULDER
 KA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1047+STABILITY: SURFACE MOTION
 KA1047
 KA1047  HISTORY     - Date     Condition        Report By
 KA1047  HISTORY     - UNK      MONUMENTED       USGS
 KA1047  HISTORY     - 1946     GOOD             CGS
 KA1047
 KA1047                          STATION DESCRIPTION
 KA1047
 KA1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1047'2.6 MI W FROM WAVELAND.
 KA1047'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1047'WITH STATE HIGHWAY 59 AT WAVELAND, 0.2 MILE WEST OF THE
 KA1047'PARKE-MONTGOMERY COUNTY LINE, 310 FEET SOUTHWEST OF THE CENTER
 KA1047'LINE OF THE JUNCTION OF A ROAD LEADING WEST, SET IN THE TOP AND
 KA1047'IN THE APPROXIMATE CENTER OF A TRIANGULAR SHAPED GRANITE BOULDER,
 KA1047'29 FEET SOUTHEAST AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE
 KA1047'HIGHWAY, 6 FEET NORTHWEST OF A WIRE FENCE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2257 ***********************************************************************
 JZ2257  DESIGNATION -  765.9
 JZ2257  PID         -  JZ2257
 JZ2257  STATE/COUNTY-  IN/SHELBY
 JZ2257  COUNTRY     -  US
 JZ2257  USGS QUAD   -  LEWIS CREEK (2019)
 JZ2257
 JZ2257                         *CURRENT SURVEY CONTROL
 JZ2257  ______________________________________________________________________
 JZ2257* NAD 83(1986) POSITION- 39 22 47.     (N) 085 45 37.     (W)   SCALED
 JZ2257* NAVD 88 ORTHO HEIGHT -   233.301 (meters)      765.42  (feet) ADJUSTED
 JZ2257  ______________________________________________________________________
 JZ2257  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 JZ2257  DYNAMIC HEIGHT  -        233.160 (meters)      764.96  (feet) COMP
 JZ2257  MODELED GRAVITY -    980,016.5   (mgal)                       NAVD 88
 JZ2257
 JZ2257  VERT ORDER      -  SECOND    CLASS 0
 JZ2257
 JZ2257.The horizontal coordinates were scaled from a map and have
 JZ2257.an estimated accuracy of +/- 6 seconds.
 JZ2257
 JZ2257.The orthometric height was determined by differential leveling and
 JZ2257.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2257.in June 1991.
 JZ2257
 JZ2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2257.GEOID18 height accuracy estimate available here.
 JZ2257
 JZ2257.Click photographs - Photos may exist for this station.
 JZ2257
 JZ2257.The dynamic height is computed by dividing the NAVD 88
 JZ2257.geopotential number by the normal gravity value computed on the
 JZ2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2257.degrees latitude (g = 980.6199 gals.).
 JZ2257
 JZ2257.The modeled gravity was interpolated from observed gravity values.
 JZ2257
 JZ2257;                    North         East    Units  Estimated Accuracy
 JZ2257;SPC IN E     -   458,660.       91,940.      MT  (+/- 180 meters Scaled)
 JZ2257
 JZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067596(NAD 83)
 JZ2257
 JZ2257                          SUPERSEDED SURVEY CONTROL
 JZ2257
 JZ2257  NGVD 29 (??/??/92)  233.419  (m)          765.81   (f) ADJ UNCH    2 0
 JZ2257
 JZ2257.Superseded values are not recommended for survey control.
 JZ2257
 JZ2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2257.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2257
 JZ2257_MARKER: Q = CHISELED SQUARE
 JZ2257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2257_SP_SET: CULVERT
 JZ2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2257
 JZ2257  HISTORY     - Date     Condition        Report By
 JZ2257  HISTORY     - UNK      MONUMENTED       USGS
 JZ2257  HISTORY     - 1947     GOOD             CGS
 JZ2257  HISTORY     - 1964     GOOD             CGS
 JZ2257
 JZ2257                          STATION DESCRIPTION
 JZ2257
 JZ2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2257'1.2 MI N FROM NORRISTOWN.
 JZ2257'ABOUT 1.25 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE UNION CHURCH
 JZ2257'AT NORRISTOWN, 1.0 MILE NORTH OF THE MASONIC TEMPLE, IN THE
 JZ2257'SOUTHEAST ANGLE OF THE JUNCTION WITH A SIDE ROAD EAST, IN THE
 JZ2257'TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 3-FOOT CONCRETE
 JZ2257'CULVERT UNDER THE SIDE ROAD, 19.5 FEET EAST OF THE CENTER LINE
 JZ2257'OF THE HIGHWAY, 12.5 FEET SOUTH OF THE CENTER LINE OF THE SIDE
 JZ2257'ROAD, 2 FEET EAST OF THE WEST END OF THE HEADWALL, 1 1/2 FEET
 JZ2257'ABOVE HIGHWAY LEVEL.  NOTE-- IT IS DOOMED BY PROPOSED RECONSTRUCTION
 JZ2257'OF NO. 9 INDIANA HWY. WHICH IS PRESENTLY SCHEDULED FOR SOMETIME
 JZ2257'IN 1965.
 JZ2257
 JZ2257                          STATION RECOVERY (1964)
 JZ2257
 JZ2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JZ2257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1011 ***********************************************************************
 KA1011  DESIGNATION -  768.2
 KA1011  PID         -  KA1011
 KA1011  STATE/COUNTY-  IN/MONTGOMERY
 KA1011  COUNTRY     -  US
 KA1011  USGS QUAD   -  ALAMO (2019)
 KA1011
 KA1011                         *CURRENT SURVEY CONTROL
 KA1011  ______________________________________________________________________
 KA1011* NAD 83(1986) POSITION- 39 55 30.     (N) 087 02 38.     (W)   SCALED
 KA1011* NAVD 88 ORTHO HEIGHT -   234.072 (meters)      767.95  (feet) ADJUSTED
 KA1011  ______________________________________________________________________
 KA1011  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 KA1011  DYNAMIC HEIGHT  -        233.943 (meters)      767.53  (feet) COMP
 KA1011  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA1011
 KA1011  VERT ORDER      -  SECOND    CLASS 0
 KA1011
 KA1011.The horizontal coordinates were scaled from a map and have
 KA1011.an estimated accuracy of +/- 6 seconds.
 KA1011
 KA1011.The orthometric height was determined by differential leveling and
 KA1011.adjusted by the NATIONAL GEODETIC SURVEY
 KA1011.in June 1991.
 KA1011
 KA1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1011.GEOID18 height accuracy estimate available here.
 KA1011
 KA1011.Click photographs - Photos may exist for this station.
 KA1011
 KA1011.The dynamic height is computed by dividing the NAVD 88
 KA1011.geopotential number by the normal gravity value computed on the
 KA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1011.degrees latitude (g = 980.6199 gals.).
 KA1011
 KA1011.The modeled gravity was interpolated from observed gravity values.
 KA1011
 KA1011;                    North         East    Units  Estimated Accuracy
 KA1011;SPC IN W     -   519,190.      903,370.      MT  (+/- 180 meters Scaled)
 KA1011
 KA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK962194(NAD 83)
 KA1011
 KA1011                          SUPERSEDED SURVEY CONTROL
 KA1011
 KA1011  NGVD 29 (??/??/92)  234.159  (m)          768.24   (f) ADJ UNCH    2 0
 KA1011
 KA1011.Superseded values are not recommended for survey control.
 KA1011
 KA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1011.See file dsdata.pdf to determine how the superseded data were derived.
 KA1011
 KA1011_MARKER: Z = SEE DESCRIPTION
 KA1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1011_SP_SET: CONCRETE FENCE POST
 KA1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1011
 KA1011  HISTORY     - Date     Condition        Report By
 KA1011  HISTORY     - UNK      MONUMENTED       USGS
 KA1011  HISTORY     - 1946     GOOD             CGS
 KA1011
 KA1011                          STATION DESCRIPTION
 KA1011
 KA1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1011'6 MI NW FROM BROWNS VALLEY.
 KA1011'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1011'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 4.3 MILES WEST ALONG
 KA1011'STATE HIGHWAY 234, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH
 KA1011'TO WAVELAND, 3.0 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY
 KA1011'59 AND 47 AT WAVELAND, 26 FEET NORTH OF THE CENTER LINE OF THE
 KA1011'HIGHWAY, ABOUT IN LINE WITH THE CENTER LINE OF THE ROAD SOUTH,
 KA1011'19.6 FEET EAST OF U.S.C. AND G.S. BENCH MARK W 102, AND IN THE
 KA1011'TOP OF THE LOWEST OF THREE NUTS OF THE SOUTH FACE OF A LARGE
 KA1011'CONCRETE FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1798 ***********************************************************************
 JA1798  DESIGNATION -  77 CH
 JA1798  PID         -  JA1798
 JA1798  STATE/COUNTY-  IN/DUBOIS
 JA1798  COUNTRY     -  US
 JA1798  USGS QUAD   -  CUZCO (2019)
 JA1798
 JA1798                         *CURRENT SURVEY CONTROL
 JA1798  ______________________________________________________________________
 JA1798* NAD 83(1997) POSITION- 38 28 55.06951(N) 086 44 54.94930(W)   ADJUSTED
 JA1798* NAVD 88 ORTHO HEIGHT -   225.79  (+/-2cm)      740.8   (feet) VERTCON3
 JA1798  ______________________________________________________________________
 JA1798  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 JA1798  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 JA1798  HORZ ORDER      -  SECOND
 JA1798  VERT ORDER      -  THIRD ? (See Below)
 JA1798
 JA1798.The horizontal coordinates were established by classical geodetic methods
 JA1798.and adjusted by the National Geodetic Survey in May 1999.
 JA1798
 JA1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1798
 JA1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1798.GEOID18 height accuracy estimate available here.
 JA1798
 JA1798.The vertical order pertains to the NGVD 29 superseded value.
 JA1798
 JA1798.Click photographs - Photos may exist for this station.
 JA1798
 JA1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1798
 JA1798. The following values were computed from the NAD 83(1997) position.
 JA1798
 JA1798;                    North         East     Units Scale Factor Converg.
 JA1798;SPC IN W     -   359,043.812   929,206.318   MT  0.99997717   +0 12 29.9
 JA1798;SPC IN W     - 1,177,962.91  3,048,571.06   sFT  0.99997717   +0 12 29.9
 JA1798;UTM  16      - 4,259,322.035   521,927.286   MT  0.99960592   +0 09 23.2
 JA1798
 JA1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1798!SPC IN W     -   0.99996972  x   0.99997717  =   0.99994689
 JA1798!UTM  16      -   0.99996972  x   0.99960592  =   0.99957566
 JA1798
 JA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2192759322(NAD 83)
 JA1798
 JA1798                          SUPERSEDED SURVEY CONTROL
 JA1798
 JA1798  NAD 83(1993)-  38 28 55.07606(N)    086 44 54.95062(W) AD(       ) 2
 JA1798  NAD 83(1986)-  38 28 55.07627(N)    086 44 54.95223(W) AD(       ) 2
 JA1798  NAD 27      -  38 28 54.87900(N)    086 44 54.97600(W) AD(       ) 2
 JA1798  NGVD 29             225.91   (m)          741.2    (f) LEVELING    3  
 JA1798
 JA1798.Superseded values are not recommended for survey control.
 JA1798
 JA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1798.See file dsdata.pdf to determine how the superseded data were derived.
 JA1798
 JA1798_MARKER: DB = BENCH MARK DISK
 JA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1798_STAMPING: 77 CH 1941
 JA1798_MARK LOGO: USGS
 JA1798_PROJECTION: FLUSH
 JA1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1798+STABILITY: SURFACE MOTION
 JA1798
 JA1798  HISTORY     - Date     Condition        Report By
 JA1798  HISTORY     - 1941     MONUMENTED       USGS
 JA1798  HISTORY     - 1946     GOOD             CGS
 JA1798  HISTORY     - 19970101 GOOD             INDNR
 JA1798
 JA1798                          STATION DESCRIPTION
 JA1798
 JA1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1798'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HALL,
 JA1798'DISTANCE BEING
 JA1798'29.139 METERS (95.60 FEET) NORTHEAST OF THE STATION.  IT IS 14
 JA1798'FEET EAST OF A WIRE
 JA1798'FENCE, 40 FEET NORTH OF A 25-INCH BLACK OAK AND
 JA1798'14 FEET WEST OF A FARM DIRT ROAD.  THE
 JA1798'MARK PROJECTS 6 INCHES AND THE
 JA1798'DISK IS STAMPED 77 CH 1941 (USGS).
 JA1798'
 JA1798'TO REACH THE MARK FROM HAYSVILLE, GO EAST ON STATE HIGHWAY 64 FROM
 JA1798'THE JUNCTION WITH 45, 09.2
 JA1798'MILES TO THE SMALL TILE CHURCH ON THE RIGHT WHICH IS IN
 JA1798'THE WEST PART OF THE SMALL
 JA1798'CRYSTAL SETTLEMENT, TURN RIGHT AT THE WEST
 JA1798'SIDE OF THE CHURCH AND GO SOUTH ON A NARROW
 JA1798'ROAD 0.4 MILE, TAKE THE
 JA1798'LEFT FORK AND GO SOUTHEAST UP THE STEEP HILL ROAD 0.5 MILE TO
 JA1798'A T-ROAD TO
 JA1798'THE RIGHT AT THE TOP OF THE GRADE, TURN RIGHT HERE AND GO
 JA1798'SOUTH ABOUT 50 YARDS TO THE
 JA1798'TOP OF THE HILL AT THE BIG BLACK OAK AND THE MARK.
 JA1798
 JA1798                          STATION RECOVERY (1997)
 JA1798
 JA1798'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA1798'FAIR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0206 ***********************************************************************
 JA0206  DESIGNATION -  77 M
 JA0206  PID         -  JA0206
 JA0206  STATE/COUNTY-  IN/WASHINGTON
 JA0206  COUNTRY     -  US
 JA0206  USGS QUAD   -  BECKS MILL (2019)
 JA0206
 JA0206                         *CURRENT SURVEY CONTROL
 JA0206  ______________________________________________________________________
 JA0206* NAD 83(1986) POSITION- 38 36 24.     (N) 086 07 36.     (W)   SCALED
 JA0206* NAVD 88 ORTHO HEIGHT -   228.861 (meters)      750.85  (feet) ADJUSTED
 JA0206  ______________________________________________________________________
 JA0206  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 JA0206  DYNAMIC HEIGHT  -        228.709 (meters)      750.36  (feet) COMP
 JA0206  MODELED GRAVITY -    979,957.6   (mgal)                       NAVD 88
 JA0206
 JA0206  VERT ORDER      -  FIRST     CLASS II
 JA0206
 JA0206.The horizontal coordinates were scaled from a map and have
 JA0206.an estimated accuracy of +/- 6 seconds.
 JA0206
 JA0206.The orthometric height was determined by differential leveling and
 JA0206.adjusted by the NATIONAL GEODETIC SURVEY
 JA0206.in June 1991.
 JA0206
 JA0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0206.GEOID18 height accuracy estimate available here.
 JA0206
 JA0206.Click photographs - Photos may exist for this station.
 JA0206
 JA0206.The dynamic height is computed by dividing the NAVD 88
 JA0206.geopotential number by the normal gravity value computed on the
 JA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0206.degrees latitude (g = 980.6199 gals.).
 JA0206
 JA0206.The modeled gravity was interpolated from observed gravity values.
 JA0206
 JA0206;                    North         East    Units  Estimated Accuracy
 JA0206;SPC IN E     -   372,930.       59,930.      MT  (+/- 180 meters Scaled)
 JA0206
 JA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH760734(NAD 83)
 JA0206
 JA0206                          SUPERSEDED SURVEY CONTROL
 JA0206
 JA0206  NGVD 29 (??/??/92)  228.978  (m)          751.24   (f) ADJ UNCH    1 2
 JA0206
 JA0206.Superseded values are not recommended for survey control.
 JA0206
 JA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0206.See file dsdata.pdf to determine how the superseded data were derived.
 JA0206
 JA0206_MARKER: DD = SURVEY DISK
 JA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0206_STAMPING: 77 M 751 1947
 JA0206_MARK LOGO: USGS
 JA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0206+STABILITY: SURFACE MOTION
 JA0206
 JA0206  HISTORY     - Date     Condition        Report By
 JA0206  HISTORY     - 1947     MONUMENTED       USGS
 JA0206  HISTORY     - 1949     GOOD             CGS
 JA0206
 JA0206                          STATION DESCRIPTION
 JA0206
 JA0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0206'1.5 MI NW FROM SALEM.
 JA0206'ABOUT 1.5 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0206'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, ABOUT 400 FEET
 JA0206'WEST OF THE NORTHWEST CORNER OF STATE HIGHWAY 60 OVERPASS OVER
 JA0206'THE RAILWAY, AT THE JUNCTION OF STATE HIGHWAYS 60 AND 56, 195
 JA0206'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 195 FEET NORTHEAST
 JA0206'OF THE CENTER LINE OF HIGHWAY 60, 76 FEET NORTHWEST OF THE CENTER
 JA0206'LINE OF HIGHWAY 56, 8.5 FEET WEST OF A FENCE CORNER, 2.8 FEET
 JA0206'EAST OF HIGHWAY R/W POST, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 JA0206'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD JUNCTION AND SET
 JA0206'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0177 ***********************************************************************
 JA0177  DESIGNATION -  774
 JA0177  PID         -  JA0177
 JA0177  STATE/COUNTY-  IN/ORANGE
 JA0177  COUNTRY     -  US
 JA0177  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0177
 JA0177                         *CURRENT SURVEY CONTROL
 JA0177  ______________________________________________________________________
 JA0177* NAD 83(1986) POSITION- 38 40 22.     (N) 086 18 40.     (W)   SCALED
 JA0177* NAVD 88 ORTHO HEIGHT -   235.495 (meters)      772.62  (feet) ADJUSTED
 JA0177  ______________________________________________________________________
 JA0177  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 JA0177  DYNAMIC HEIGHT  -        235.339 (meters)      772.11  (feet) COMP
 JA0177  MODELED GRAVITY -    979,961.0   (mgal)                       NAVD 88
 JA0177
 JA0177  VERT ORDER      -  FIRST     CLASS II
 JA0177
 JA0177.The horizontal coordinates were scaled from a map and have
 JA0177.an estimated accuracy of +/- 6 seconds.
 JA0177
 JA0177.The orthometric height was determined by differential leveling and
 JA0177.adjusted by the NATIONAL GEODETIC SURVEY
 JA0177.in June 1991.
 JA0177
 JA0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0177.GEOID18 height accuracy estimate available here.
 JA0177
 JA0177.Click photographs - Photos may exist for this station.
 JA0177
 JA0177.The dynamic height is computed by dividing the NAVD 88
 JA0177.geopotential number by the normal gravity value computed on the
 JA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0177.degrees latitude (g = 980.6199 gals.).
 JA0177
 JA0177.The modeled gravity was interpolated from observed gravity values.
 JA0177
 JA0177;                    North         East    Units  Estimated Accuracy
 JA0177;SPC IN W     -   380,460.      967,200.      MT  (+/- 180 meters Scaled)
 JA0177
 JA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH599806(NAD 83)
 JA0177
 JA0177                          SUPERSEDED SURVEY CONTROL
 JA0177
 JA0177  NGVD 29 (??/??/92)  235.604  (m)          772.98   (f) ADJ UNCH    1 2
 JA0177
 JA0177.Superseded values are not recommended for survey control.
 JA0177
 JA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0177.See file dsdata.pdf to determine how the superseded data were derived.
 JA0177
 JA0177_MARKER: DB = BENCH MARK DISK
 JA0177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0177_SP_SET: CULVERT HEADWALL
 JA0177_STAMPING: 774
 JA0177_MARK LOGO: USGS
 JA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0177+STABILITY: SURFACE MOTION
 JA0177
 JA0177  HISTORY     - Date     Condition        Report By
 JA0177  HISTORY     - 1911     MONUMENTED       USGS
 JA0177  HISTORY     - 1949     GOOD             CGS
 JA0177
 JA0177                          STATION DESCRIPTION
 JA0177
 JA0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0177'3.2 MI NW FROM CAMPBELLSBURG.
 JA0177'IN ORANGE COUNTY, 1.4 MILES WEST ALONG THE CHICAGO,
 JA0177'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM SALTILLO, WASHINGTON
 JA0177'COUNTY, 0.2 MILE WEST OF THE ORANGE-WASHINGTON COUNTY LINE, IN
 JA0177'THE TOP OF CULVERT 268.7, AND 10 FEET NORTH OF THE TRACK.  A
 JA0177'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 774.
 JA0177'NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THIS MARK HAS BEEN
 JA0177'DISTURBED BY SLIPPAGE OF THE STONE IN WHICH THE DISK IS SET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1778 ***********************************************************************
 JZ1778  DESIGNATION -  774.1
 JZ1778  PID         -  JZ1778
 JZ1778  STATE/COUNTY-  IN/FAYETTE
 JZ1778  COUNTRY     -  US
 JZ1778  USGS QUAD   -  ALPINE (2019)
 JZ1778
 JZ1778                         *CURRENT SURVEY CONTROL
 JZ1778  ______________________________________________________________________
 JZ1778* NAD 83(1986) POSITION- 39 35 03.     (N) 085 09 29.     (W)   SCALED
 JZ1778* NAVD 88 ORTHO HEIGHT -   235.775 (meters)      773.54  (feet) ADJUSTED
 JZ1778  ______________________________________________________________________
 JZ1778  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JZ1778  DYNAMIC HEIGHT  -        235.633 (meters)      773.07  (feet) COMP
 JZ1778  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ1778
 JZ1778  VERT ORDER      -  SECOND    CLASS 0
 JZ1778
 JZ1778.The horizontal coordinates were scaled from a map and have
 JZ1778.an estimated accuracy of +/- 6 seconds.
 JZ1778
 JZ1778.The orthometric height was determined by differential leveling and
 JZ1778.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1778.in June 1991.
 JZ1778
 JZ1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1778.GEOID18 height accuracy estimate available here.
 JZ1778
 JZ1778.Click photographs - Photos may exist for this station.
 JZ1778
 JZ1778.The dynamic height is computed by dividing the NAVD 88
 JZ1778.geopotential number by the normal gravity value computed on the
 JZ1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1778.degrees latitude (g = 980.6199 gals.).
 JZ1778
 JZ1778.The modeled gravity was interpolated from observed gravity values.
 JZ1778
 JZ1778;                    North         East    Units  Estimated Accuracy
 JZ1778;SPC IN E     -   481,470.      143,690.      MT  (+/- 180 meters Scaled)
 JZ1778
 JZ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ581832(NAD 83)
 JZ1778
 JZ1778                          SUPERSEDED SURVEY CONTROL
 JZ1778
 JZ1778  NGVD 29 (??/??/92)  235.920  (m)          774.01   (f) ADJ UNCH    2 0
 JZ1778
 JZ1778.Superseded values are not recommended for survey control.
 JZ1778
 JZ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1778.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1778
 JZ1778_MARKER: DD = SURVEY DISK
 JZ1778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1778_SP_SET: ABUTMENT
 JZ1778_STAMPING: 774.1 1947
 JZ1778_MARK LOGO: USGS
 JZ1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1778
 JZ1778  HISTORY     - Date     Condition        Report By
 JZ1778  HISTORY     - 1947     MONUMENTED       USGS
 JZ1778  HISTORY     - 1947     GOOD             CGS
 JZ1778
 JZ1778                          STATION DESCRIPTION
 JZ1778
 JZ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1778'0.3 MI N FROM NULLTOWN.
 JZ1778'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 121 FROM THE CROSSROADS
 JZ1778'AT NULLTOWN, AT THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 JZ1778'RAILWAY BRIDGE NO. 137 OPPOSITE A STONE ARCH HIGHWAY BRIDGE,
 JZ1778'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 JZ1778'BRIDGE, 4 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH THE
 JZ1778'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1050 ***********************************************************************
 KA1050  DESIGNATION -  782.4
 KA1050  PID         -  KA1050
 KA1050  STATE/COUNTY-  IN/PARKE
 KA1050  COUNTRY     -  US
 KA1050  USGS QUAD   -  BELLMORE (2019)
 KA1050
 KA1050                         *CURRENT SURVEY CONTROL
 KA1050  ______________________________________________________________________
 KA1050* NAD 83(1986) POSITION- 39 52 29.     (N) 087 06 36.     (W)   SCALED
 KA1050* NAVD 88 ORTHO HEIGHT -   238.448 (meters)      782.31  (feet) ADJUSTED
 KA1050  ______________________________________________________________________
 KA1050  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 KA1050  DYNAMIC HEIGHT  -        238.315 (meters)      781.87  (feet) COMP
 KA1050  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA1050
 KA1050  VERT ORDER      -  SECOND    CLASS 0
 KA1050
 KA1050.The horizontal coordinates were scaled from a map and have
 KA1050.an estimated accuracy of +/- 6 seconds.
 KA1050
 KA1050.The orthometric height was determined by differential leveling and
 KA1050.adjusted by the NATIONAL GEODETIC SURVEY
 KA1050.in June 1991.
 KA1050
 KA1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1050.GEOID18 height accuracy estimate available here.
 KA1050
 KA1050.Click photographs - Photos may exist for this station.
 KA1050
 KA1050.The dynamic height is computed by dividing the NAVD 88
 KA1050.geopotential number by the normal gravity value computed on the
 KA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1050.degrees latitude (g = 980.6199 gals.).
 KA1050
 KA1050.The modeled gravity was interpolated from observed gravity values.
 KA1050
 KA1050;                    North         East    Units  Estimated Accuracy
 KA1050;SPC IN W     -   513,610.      897,720.      MT  (+/- 180 meters Scaled)
 KA1050
 KA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK905138(NAD 83)
 KA1050
 KA1050                          SUPERSEDED SURVEY CONTROL
 KA1050
 KA1050  NGVD 29 (??/??/92)  238.538  (m)          782.60   (f) ADJ UNCH    2 0
 KA1050
 KA1050.Superseded values are not recommended for survey control.
 KA1050
 KA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1050.See file dsdata.pdf to determine how the superseded data were derived.
 KA1050
 KA1050_MARKER: Q = CHISELED SQUARE
 KA1050_SETTING: 0 = UNSPECIFIED SETTING
 KA1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1050
 KA1050  HISTORY     - Date     Condition        Report By
 KA1050  HISTORY     - UNK      MONUMENTED       USGS
 KA1050  HISTORY     - 1946     GOOD             CGS
 KA1050
 KA1050                          STATION DESCRIPTION
 KA1050
 KA1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1050'3.6 MI W FROM WAVELAND.
 KA1050'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1050'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 55 FEET
 KA1050'NORTHWEST OF U.S.G.S. B.M. 783 2M, ABOUT 35 FEET NORTH OF THE
 KA1050'CENTER LINE OF HIGHWAY 47, 25 FEET EAST OF THE CENTER LINE OF
 KA1050'THE ROAD NORTH.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0716 ***********************************************************************
 KA0716  DESIGNATION -  782.7
 KA0716  PID         -  KA0716
 KA0716  STATE/COUNTY-  IN/MONTGOMERY
 KA0716  COUNTRY     -  US
 KA0716  USGS QUAD   -  NEW MARKET (2019)
 KA0716
 KA0716                         *CURRENT SURVEY CONTROL
 KA0716  ______________________________________________________________________
 KA0716* NAD 83(1986) POSITION- 39 55 28.     (N) 086 59 49.     (W)   SCALED
 KA0716* NAVD 88 ORTHO HEIGHT -   238.473 (meters)      782.39  (feet) ADJUSTED
 KA0716  ______________________________________________________________________
 KA0716  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KA0716  DYNAMIC HEIGHT  -        238.342 (meters)      781.96  (feet) COMP
 KA0716  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA0716
 KA0716  VERT ORDER      -  SECOND    CLASS 0
 KA0716
 KA0716.The horizontal coordinates were scaled from a map and have
 KA0716.an estimated accuracy of +/- 6 seconds.
 KA0716
 KA0716.The orthometric height was determined by differential leveling and
 KA0716.adjusted by the NATIONAL GEODETIC SURVEY
 KA0716.in June 1991.
 KA0716
 KA0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0716.GEOID18 height accuracy estimate available here.
 KA0716
 KA0716.Click photographs - Photos may exist for this station.
 KA0716
 KA0716.The dynamic height is computed by dividing the NAVD 88
 KA0716.geopotential number by the normal gravity value computed on the
 KA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0716.degrees latitude (g = 980.6199 gals.).
 KA0716
 KA0716.The modeled gravity was interpolated from observed gravity values.
 KA0716
 KA0716;                    North         East    Units  Estimated Accuracy
 KA0716;SPC IN W     -   519,130.      907,390.      MT  (+/- 180 meters Scaled)
 KA0716
 KA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK002193(NAD 83)
 KA0716
 KA0716                          SUPERSEDED SURVEY CONTROL
 KA0716
 KA0716  NGVD 29 (??/??/92)  238.564  (m)          782.69   (f) ADJ UNCH    2 0
 KA0716
 KA0716.Superseded values are not recommended for survey control.
 KA0716
 KA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0716.See file dsdata.pdf to determine how the superseded data were derived.
 KA0716
 KA0716_MARKER: Q = CHISELED SQUARE
 KA0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0716_SP_SET: CULVERT
 KA0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0716
 KA0716  HISTORY     - Date     Condition        Report By
 KA0716  HISTORY     - UNK      MONUMENTED       USGS
 KA0716  HISTORY     - 1946     GOOD             CGS
 KA0716
 KA0716                          STATION DESCRIPTION
 KA0716
 KA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0716'2.9 MI NW FROM BROWNS VALLEY.
 KA0716'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA0716'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 1.2 MILES WEST ALONG
 KA0716'STATE HIGHWAY 234, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, SET
 KA0716'IN THE TOP AND 2.5 FEET NORTH OF THE SOUTH END OF THE WEST
 KA0716'CONCRETE HEAD WALL OF A 20 INCH PIPE CULVERT, 26 FEET SOUTH OF
 KA0716'THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE
 KA0716'OF THE GRAVEL ROAD, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.  A
 KA0716'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1049 ***********************************************************************
 KA1049  DESIGNATION -  783 2 M
 KA1049  PID         -  KA1049
 KA1049  STATE/COUNTY-  IN/PARKE
 KA1049  COUNTRY     -  US
 KA1049  USGS QUAD   -  BELLMORE (2019)
 KA1049
 KA1049                         *CURRENT SURVEY CONTROL
 KA1049  ______________________________________________________________________
 KA1049* NAD 83(1986) POSITION- 39 52 29.     (N) 087 06 36.     (W)   SCALED
 KA1049* NAVD 88 ORTHO HEIGHT -   238.510 (meters)      782.51  (feet) ADJUSTED
 KA1049  ______________________________________________________________________
 KA1049  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 KA1049  DYNAMIC HEIGHT  -        238.377 (meters)      782.08  (feet) COMP
 KA1049  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA1049
 KA1049  VERT ORDER      -  SECOND    CLASS 0
 KA1049
 KA1049.The horizontal coordinates were scaled from a map and have
 KA1049.an estimated accuracy of +/- 6 seconds.
 KA1049
 KA1049.The orthometric height was determined by differential leveling and
 KA1049.adjusted by the NATIONAL GEODETIC SURVEY
 KA1049.in June 1991.
 KA1049
 KA1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1049.GEOID18 height accuracy estimate available here.
 KA1049
 KA1049.Click photographs - Photos may exist for this station.
 KA1049
 KA1049.The dynamic height is computed by dividing the NAVD 88
 KA1049.geopotential number by the normal gravity value computed on the
 KA1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1049.degrees latitude (g = 980.6199 gals.).
 KA1049
 KA1049.The modeled gravity was interpolated from observed gravity values.
 KA1049
 KA1049;                    North         East    Units  Estimated Accuracy
 KA1049;SPC IN W     -   513,610.      897,720.      MT  (+/- 180 meters Scaled)
 KA1049
 KA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK905138(NAD 83)
 KA1049
 KA1049                          SUPERSEDED SURVEY CONTROL
 KA1049
 KA1049  NGVD 29 (??/??/92)  238.600  (m)          782.81   (f) ADJ UNCH    2 0
 KA1049
 KA1049.Superseded values are not recommended for survey control.
 KA1049
 KA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1049.See file dsdata.pdf to determine how the superseded data were derived.
 KA1049
 KA1049_MARKER: DD = SURVEY DISK
 KA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1049_STAMPING: 783 2M 1946
 KA1049_MARK LOGO: USGS
 KA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1049+STABILITY: SURFACE MOTION
 KA1049
 KA1049  HISTORY     - Date     Condition        Report By
 KA1049  HISTORY     - 1946     MONUMENTED       USGS
 KA1049  HISTORY     - 1946     GOOD             CGS
 KA1049
 KA1049                          STATION DESCRIPTION
 KA1049
 KA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1049'3.6 MI W FROM WAVELAND.
 KA1049'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1049'WITH STATE HIGHWAY 59 AT WAVELAND, AT A CROSS ROAD, 73 FEET EAST
 KA1049'OF THE CENTER LINE OF THE ROAD LEADING NORTH, 30 FEET NORTH OF
 KA1049'THE CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF POWER LINE POLE
 KA1049'PAINTED P.B.M. 782.6, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST
 KA1049'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER
 KA1049'LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KA1049'DISK, STAMPED 783 2 M 1946 AND SET IN THE TOP OF A CONCRETE
 KA1049'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1796 ***********************************************************************
 LA1796  DESIGNATION -  783.2
 LA1796  PID         -  LA1796
 LA1796  STATE/COUNTY-  IN/WABASH
 LA1796  COUNTRY     -  US
 LA1796  USGS QUAD   -  PEORIA (2019)
 LA1796
 LA1796                         *CURRENT SURVEY CONTROL
 LA1796  ______________________________________________________________________
 LA1796* NAD 83(1986) POSITION- 40 39 59.     (N) 085 53 13.     (W)   SCALED
 LA1796* NAVD 88 ORTHO HEIGHT -   238.530 (meters)      782.58  (feet) ADJUSTED
 LA1796  ______________________________________________________________________
 LA1796  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 LA1796  DYNAMIC HEIGHT  -        238.412 (meters)      782.19  (feet) COMP
 LA1796  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 LA1796
 LA1796  VERT ORDER      -  SECOND    CLASS 0
 LA1796
 LA1796.The horizontal coordinates were scaled from a map and have
 LA1796.an estimated accuracy of +/- 6 seconds.
 LA1796
 LA1796.The orthometric height was determined by differential leveling and
 LA1796.adjusted by the NATIONAL GEODETIC SURVEY
 LA1796.in June 1991.
 LA1796
 LA1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1796.GEOID18 height accuracy estimate available here.
 LA1796
 LA1796.Click photographs - Photos may exist for this station.
 LA1796
 LA1796.The dynamic height is computed by dividing the NAVD 88
 LA1796.geopotential number by the normal gravity value computed on the
 LA1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1796.degrees latitude (g = 980.6199 gals.).
 LA1796
 LA1796.The modeled gravity was interpolated from observed gravity values.
 LA1796
 LA1796;                    North         East    Units  Estimated Accuracy
 LA1796;SPC IN E     -   601,540.       81,370.      MT  (+/- 180 meters Scaled)
 LA1796
 LA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL940023(NAD 83)
 LA1796
 LA1796                          SUPERSEDED SURVEY CONTROL
 LA1796
 LA1796  NGVD 29 (??/??/92)  238.655  (m)          782.99   (f) ADJ UNCH    2 0
 LA1796
 LA1796.Superseded values are not recommended for survey control.
 LA1796
 LA1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1796.See file dsdata.pdf to determine how the superseded data were derived.
 LA1796
 LA1796_MARKER: Q = CHISELED SQUARE
 LA1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1796_SP_SET: CULVERT
 LA1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1796
 LA1796  HISTORY     - Date     Condition        Report By
 LA1796  HISTORY     - UNK      MONUMENTED       USGS
 LA1796  HISTORY     - 1946     GOOD             CGS
 LA1796  HISTORY     - 1963     GOOD             CGS
 LA1796
 LA1796                          STATION DESCRIPTION
 LA1796
 LA1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1796'2.1 MI W FROM SOMERSET.
 LA1796'ABOUT 2.1 MILES WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1796'POST OFFICE AT SOMERSET, 94 FEET NORTHWEST OF THE CENTER LINE
 LA1796'OF THE JUNCTION OF A ROAD LEADING WEST, SET IN THE WEST END OF
 LA1796'THE NORTH HEAD WALL OF A CULVERT, 19 FEET NORTH OF AND ABOUT
 LA1796'3 FEET BELOW THE CENTER LINE OF THE TRAIL.
 LA1796
 LA1796                          STATION RECOVERY (1963)
 LA1796
 LA1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LA1796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0448 ***********************************************************************
 KA0448  DESIGNATION -  785
 KA0448  PID         -  KA0448
 KA0448  STATE/COUNTY-  IN/MONROE
 KA0448  COUNTRY     -  US
 KA0448  USGS QUAD   -  BLOOMINGTON (2019)
 KA0448
 KA0448                         *CURRENT SURVEY CONTROL
 KA0448  ______________________________________________________________________
 KA0448* NAD 83(1986) POSITION- 39 10 00.84   (N) 086 31 31.73   (W)   HD_HELD1
 KA0448* NAVD 88 ORTHO HEIGHT -   238.801 (meters)      783.47  (feet) ADJUSTED
 KA0448  ______________________________________________________________________
 KA0448  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KA0448  DYNAMIC HEIGHT  -        238.655 (meters)      782.99  (feet) COMP
 KA0448  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 KA0448
 KA0448  VERT ORDER      -  SECOND    CLASS 0
 KA0448
 KA0448.The horizontal coordinates were determined by differentially corrected
 KA0448.hand held GPS observations or other comparable positioning techniques
 KA0448.and have an estimated accuracy of +/- 3 meters.
 KA0448
 KA0448.The orthometric height was determined by differential leveling and
 KA0448.adjusted by the NATIONAL GEODETIC SURVEY
 KA0448.in June 1991.
 KA0448
 KA0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0448.GEOID18 height accuracy estimate available here.
 KA0448
 KA0448.Click photographs - Photos may exist for this station.
 KA0448
 KA0448.The dynamic height is computed by dividing the NAVD 88
 KA0448.geopotential number by the normal gravity value computed on the
 KA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0448.degrees latitude (g = 980.6199 gals.).
 KA0448
 KA0448.The modeled gravity was interpolated from observed gravity values.
 KA0448
 KA0448;                    North         East    Units  Estimated Accuracy
 KA0448;SPC IN W     -   435,172.7     948,209.6     MT  (+/- 3 meters HH1 GPS) 
 KA0448
 KA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4099235405(NAD 83)
 KA0448
 KA0448                          SUPERSEDED SURVEY CONTROL
 KA0448
 KA0448  NGVD 29 (??/??/92)  238.914  (m)          783.84   (f) ADJ UNCH    2 0
 KA0448
 KA0448.Superseded values are not recommended for survey control.
 KA0448
 KA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0448.See file dsdata.pdf to determine how the superseded data were derived.
 KA0448
 KA0448_MARKER: DB = BENCH MARK DISK
 KA0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0448_SP_SET: BUILDING
 KA0448_STAMPING: 785
 KA0448_MARK LOGO: USGS
 KA0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0448+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2024
 KA0448
 KA0448  HISTORY     - Date     Condition        Report By
 KA0448  HISTORY     - 1906     MONUMENTED       USGS
 KA0448  HISTORY     - 1941     GOOD             CGS
 KA0448  HISTORY     - 1964     GOOD             CGS
 KA0448  HISTORY     - 20020707 GOOD             GEOCAC
 KA0448  HISTORY     - 20241127 GOOD             INDIV
 KA0448
 KA0448                          STATION DESCRIPTION
 KA0448
 KA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KA0448'AT BLOOMINGTON.
 KA0448'AT BLOOMINGTON, MONROE COUNTY, AT THE INDIANA UNIVERSITY, IN
 KA0448'THE TOP OF THE EAST BUTTRESS OF THE SOUTH ENTRANCE TO THE
 KA0448'STUDENT BUILDING, AND 3-1/2 FEET ABOVE THE SIDEWALK.  A UNITED
 KA0448'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 785.
 KA0448
 KA0448                          STATION RECOVERY (1964)
 KA0448
 KA0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KA0448'RECOVERED IN GOOD CONDITION.
 KA0448
 KA0448                          STATION RECOVERY (2002)
 KA0448
 KA0448'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA0448'RECOVERED IN GOOD CONDITION.
 KA0448
 KA0448                          STATION RECOVERY (2024)
 KA0448
 KA0448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KAW)
 KA0448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0077 ***********************************************************************
 KA0077  DESIGNATION -  789
 KA0077  PID         -  KA0077
 KA0077  STATE/COUNTY-  IN/MARION
 KA0077  COUNTRY     -  US
 KA0077  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0077
 KA0077                         *CURRENT SURVEY CONTROL
 KA0077  ______________________________________________________________________
 KA0077* NAD 83(1986) POSITION- 39 52 05.04   (N) 086 12 05.54   (W)   HD_HELD1
 KA0077* NAVD 88 ORTHO HEIGHT -   240.331 (meters)      788.49  (feet) ADJUSTED
 KA0077  ______________________________________________________________________
 KA0077  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 KA0077  DYNAMIC HEIGHT  -        240.199 (meters)      788.05  (feet) COMP
 KA0077  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 KA0077
 KA0077  VERT ORDER      -  SECOND    CLASS 0
 KA0077
 KA0077.The horizontal coordinates were determined by differentially corrected
 KA0077.hand held GPS observations or other comparable positioning techniques
 KA0077.and have an estimated accuracy of +/- 3 meters.
 KA0077
 KA0077.The orthometric height was determined by differential leveling and
 KA0077.adjusted by the NATIONAL GEODETIC SURVEY
 KA0077.in June 1991.
 KA0077
 KA0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0077.GEOID18 height accuracy estimate available here.
 KA0077
 KA0077.Click photographs - Photos may exist for this station.
 KA0077
 KA0077.The dynamic height is computed by dividing the NAVD 88
 KA0077.geopotential number by the normal gravity value computed on the
 KA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0077.degrees latitude (g = 980.6199 gals.).
 KA0077
 KA0077.The modeled gravity was interpolated from observed gravity values.
 KA0077
 KA0077;                    North         East    Units  Estimated Accuracy
 KA0077;SPC IN E     -   513,006.0      54,238.8     MT  (+/- 3 meters HH1 GPS) 
 KA0077
 KA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6828713419(NAD 83)
 KA0077
 KA0077                          SUPERSEDED SURVEY CONTROL
 KA0077
 KA0077  NGVD 29 (??/??/92)  240.458  (m)          788.90   (f) ADJ UNCH    2 0
 KA0077
 KA0077.Superseded values are not recommended for survey control.
 KA0077
 KA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0077.See file dsdata.pdf to determine how the superseded data were derived.
 KA0077
 KA0077_MARKER: DD = SURVEY DISK
 KA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0077_STAMPING: 789 101 M 1945
 KA0077_MARK LOGO: USGS
 KA0077_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0077+STABILITY: SURFACE MOTION
 KA0077
 KA0077  HISTORY     - Date     Condition        Report By
 KA0077  HISTORY     - 1945     MONUMENTED       USGS
 KA0077  HISTORY     - 1946     GOOD             CGS
 KA0077  HISTORY     - 1973     POOR             NGS
 KA0077
 KA0077                          STATION DESCRIPTION
 KA0077
 KA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0077'1.2 MI SE FROM AUGUSTA.
 KA0077'ABOUT 1.2 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KA0077'WITH 71ST STREET AT AUGUSTA, 50 FEET EAST OF THE JUNCTION WITH
 KA0077'62ND STREET 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 KA0077'1.9 FEET WEST OF A WHITE WOODEN WITNESS POST, 46 FEET NORTHEAST
 KA0077'OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTH OF THE CENTER LINE
 KA0077'OF A DRIVEWAY TO THE HOUSE, ABOUT 2 FEET ABOVE HIGHWAY LEVEL.
 KA0077'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 789 101
 KA0077'M 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KA0077'ABOVE GROUND.
 KA0077
 KA0077                          STATION RECOVERY (1973)
 KA0077
 KA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0077'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1794 ***********************************************************************
 LA1794  DESIGNATION -  789.5
 LA1794  PID         -  LA1794
 LA1794  STATE/COUNTY-  IN/WABASH
 LA1794  COUNTRY     -  US
 LA1794  USGS QUAD   -  PEORIA (2019)
 LA1794
 LA1794                         *CURRENT SURVEY CONTROL
 LA1794  ______________________________________________________________________
 LA1794* NAD 83(1986) POSITION- 40 40 28.     (N) 085 54 06.     (W)   SCALED
 LA1794* NAVD 88 ORTHO HEIGHT -   240.431 (meters)      788.81  (feet) ADJUSTED
 LA1794  ______________________________________________________________________
 LA1794  GEOID HEIGHT    -        -34.344 (meters)                     GEOID18
 LA1794  DYNAMIC HEIGHT  -        240.313 (meters)      788.43  (feet) COMP
 LA1794  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 LA1794
 LA1794  VERT ORDER      -  SECOND    CLASS 0
 LA1794
 LA1794.The horizontal coordinates were scaled from a map and have
 LA1794.an estimated accuracy of +/- 6 seconds.
 LA1794
 LA1794.The orthometric height was determined by differential leveling and
 LA1794.adjusted by the NATIONAL GEODETIC SURVEY
 LA1794.in June 1991.
 LA1794
 LA1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1794.GEOID18 height accuracy estimate available here.
 LA1794
 LA1794.Click photographs - Photos may exist for this station.
 LA1794
 LA1794.The dynamic height is computed by dividing the NAVD 88
 LA1794.geopotential number by the normal gravity value computed on the
 LA1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1794.degrees latitude (g = 980.6199 gals.).
 LA1794
 LA1794.The modeled gravity was interpolated from observed gravity values.
 LA1794
 LA1794;                    North         East    Units  Estimated Accuracy
 LA1794;SPC IN E     -   602,430.       80,130.      MT  (+/- 180 meters Scaled)
 LA1794
 LA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL928031(NAD 83)
 LA1794
 LA1794                          SUPERSEDED SURVEY CONTROL
 LA1794
 LA1794  NGVD 29 (??/??/92)  240.556  (m)          789.22   (f) ADJ UNCH    2 0
 LA1794
 LA1794.Superseded values are not recommended for survey control.
 LA1794
 LA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1794.See file dsdata.pdf to determine how the superseded data were derived.
 LA1794
 LA1794_MARKER: Q = CHISELED SQUARE
 LA1794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1794_SP_SET: CULVERT
 LA1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1794
 LA1794  HISTORY     - Date     Condition        Report By
 LA1794  HISTORY     - UNK      MONUMENTED       USGS
 LA1794  HISTORY     - 1946     GOOD             CGS
 LA1794
 LA1794                          STATION DESCRIPTION
 LA1794
 LA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1794'3 MI NW FROM SOMERSET.
 LA1794'ABOUT 3.05 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1794'THE POST OFFICE AT SOMERSET, AT A CROSS ROAD, A CHISELED SQUARE
 LA1794'IN THE TOP OF THE SOUTH HEAD WALL OF A CULVERT, 27 FEET WEST
 LA1794'OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET SOUTH OF THE
 LA1794'CENTER LINE OF THE TRAIL, 17 FEET NORTH OF A POWER POLE, AND
 LA1794'ABOUT 1 FOOT ABOVE THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1257 ***********************************************************************
 LB1257  DESIGNATION -  79.196
 LB1257  PID         -  LB1257
 LB1257  STATE/COUNTY-  IN/NEWTON
 LB1257  COUNTRY     -  US
 LB1257  USGS QUAD   -  KENTLAND (2019)
 LB1257
 LB1257                         *CURRENT SURVEY CONTROL
 LB1257  ______________________________________________________________________
 LB1257* NAD 83(1986) POSITION- 40 49 00.     (N) 087 26 53.     (W)   SCALED
 LB1257* NAVD 88 ORTHO HEIGHT -   198.399 (meters)      650.91  (feet) ADJUSTED
 LB1257  ______________________________________________________________________
 LB1257  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 LB1257  DYNAMIC HEIGHT  -        198.310 (meters)      650.62  (feet) COMP
 LB1257  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 LB1257
 LB1257  VERT ORDER      -  FIRST     CLASS II
 LB1257
 LB1257.The horizontal coordinates were scaled from a map and have
 LB1257.an estimated accuracy of +/- 6 seconds.
 LB1257
 LB1257.The orthometric height was determined by differential leveling and
 LB1257.adjusted by the NATIONAL GEODETIC SURVEY
 LB1257.in June 1991.
 LB1257
 LB1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1257.GEOID18 height accuracy estimate available here.
 LB1257
 LB1257.Click photographs - Photos may exist for this station.
 LB1257
 LB1257.The dynamic height is computed by dividing the NAVD 88
 LB1257.geopotential number by the normal gravity value computed on the
 LB1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1257.degrees latitude (g = 980.6199 gals.).
 LB1257
 LB1257.The modeled gravity was interpolated from observed gravity values.
 LB1257
 LB1257;                    North         East    Units  Estimated Accuracy
 LB1257;SPC IN W     -   618,260.      869,230.      MT  (+/- 180 meters Scaled)
 LB1257
 LB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL622185(NAD 83)
 LB1257
 LB1257                          SUPERSEDED SURVEY CONTROL
 LB1257
 LB1257  NGVD 29 (??/??/92)  198.467  (m)          651.14   (f) ADJ UNCH    1 2
 LB1257
 LB1257.Superseded values are not recommended for survey control.
 LB1257
 LB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1257.See file dsdata.pdf to determine how the superseded data were derived.
 LB1257
 LB1257_MARKER: X = CHISELED CROSS
 LB1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1257_SP_SET: BRIDGE PARAPET
 LB1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1257
 LB1257  HISTORY     - Date     Condition        Report By
 LB1257  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1257  HISTORY     - 1934     GOOD             CGS
 LB1257
 LB1257                          STATION DESCRIPTION
 LB1257
 LB1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1257'3.2 MI N FROM KENTLAND.
 LB1257'3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1257'STATION AT KENTLAND, NEWTON COUNTY, 140 YARDS NORTH OF A DIRT-ROAD
 LB1257'CROSSING, AT BRIDGE 77.72, ON THE TOP OF THE NORTHWEST CORNER OF
 LB1257'THE SOUTH PARAPET, 7 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 LB1257'TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1797 ***********************************************************************
 LA1797  DESIGNATION -  792.4
 LA1797  PID         -  LA1797
 LA1797  STATE/COUNTY-  IN/WABASH
 LA1797  COUNTRY     -  US
 LA1797  USGS QUAD   -  PEORIA (2019)
 LA1797
 LA1797                         *CURRENT SURVEY CONTROL
 LA1797  ______________________________________________________________________
 LA1797* NAD 83(1986) POSITION- 40 39 42.     (N) 085 52 29.     (W)   SCALED
 LA1797* NAVD 88 ORTHO HEIGHT -   241.352 (meters)      791.84  (feet) ADJUSTED
 LA1797  ______________________________________________________________________
 LA1797  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 LA1797  DYNAMIC HEIGHT  -        241.233 (meters)      791.45  (feet) COMP
 LA1797  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LA1797
 LA1797  VERT ORDER      -  SECOND    CLASS 0
 LA1797
 LA1797.The horizontal coordinates were scaled from a map and have
 LA1797.an estimated accuracy of +/- 6 seconds.
 LA1797
 LA1797.The orthometric height was determined by differential leveling and
 LA1797.adjusted by the NATIONAL GEODETIC SURVEY
 LA1797.in June 1991.
 LA1797
 LA1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1797.GEOID18 height accuracy estimate available here.
 LA1797
 LA1797.Click photographs - Photos may exist for this station.
 LA1797
 LA1797.The dynamic height is computed by dividing the NAVD 88
 LA1797.geopotential number by the normal gravity value computed on the
 LA1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1797.degrees latitude (g = 980.6199 gals.).
 LA1797
 LA1797.The modeled gravity was interpolated from observed gravity values.
 LA1797
 LA1797;                    North         East    Units  Estimated Accuracy
 LA1797;SPC IN E     -   601,010.       82,410.      MT  (+/- 180 meters Scaled)
 LA1797
 LA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL951018(NAD 83)
 LA1797
 LA1797                          SUPERSEDED SURVEY CONTROL
 LA1797
 LA1797  NGVD 29 (??/??/92)  241.478  (m)          792.25   (f) ADJ UNCH    2 0
 LA1797
 LA1797.Superseded values are not recommended for survey control.
 LA1797
 LA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1797.See file dsdata.pdf to determine how the superseded data were derived.
 LA1797
 LA1797_MARKER: N = NAIL
 LA1797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1797_SP_SET: POPLAR TREE ROOT
 LA1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1797
 LA1797  HISTORY     - Date     Condition        Report By
 LA1797  HISTORY     - UNK      MONUMENTED       USGS
 LA1797  HISTORY     - 1946     GOOD             CGS
 LA1797
 LA1797                          STATION DESCRIPTION
 LA1797
 LA1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1797'1.5 MI W FROM SOMERSET.
 LA1797'ABOUT 1.5 MILES WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1797'POST OFFICE AT SOMERSET, AT THE JUNCTION OF STATE HIGHWAY 513,
 LA1797'SET IN THE SOUTH ROOT OF A 30 INCH SILVER POPLAR TREE, 74 FEET
 LA1797'NORTH OF THE CENTER LINE OF THE TRAIL, 16 FEET EAST OF THE CENTER
 LA1797'LINE OF THE PROLONGED HIGHWAY, AND ABOUT LEVEL WITH THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1791 ***********************************************************************
 LA1791  DESIGNATION -  799.4
 LA1791  PID         -  LA1791
 LA1791  STATE/COUNTY-  IN/WABASH
 LA1791  COUNTRY     -  US
 LA1791  USGS QUAD   -  PEORIA (2019)
 LA1791
 LA1791                         *CURRENT SURVEY CONTROL
 LA1791  ______________________________________________________________________
 LA1791* NAD 83(1986) POSITION- 40 40 55.     (N) 085 55 13.     (W)   SCALED
 LA1791* NAVD 88 ORTHO HEIGHT -   243.441 (meters)      798.69  (feet) ADJUSTED
 LA1791  ______________________________________________________________________
 LA1791  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LA1791  DYNAMIC HEIGHT  -        243.322 (meters)      798.30  (feet) COMP
 LA1791  MODELED GRAVITY -    980,127.7   (mgal)                       NAVD 88
 LA1791
 LA1791  VERT ORDER      -  SECOND    CLASS 0
 LA1791
 LA1791.The horizontal coordinates were scaled from a map and have
 LA1791.an estimated accuracy of +/- 6 seconds.
 LA1791
 LA1791.The orthometric height was determined by differential leveling and
 LA1791.adjusted by the NATIONAL GEODETIC SURVEY
 LA1791.in June 1991.
 LA1791
 LA1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1791.GEOID18 height accuracy estimate available here.
 LA1791
 LA1791.Click photographs - Photos may exist for this station.
 LA1791
 LA1791.The dynamic height is computed by dividing the NAVD 88
 LA1791.geopotential number by the normal gravity value computed on the
 LA1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1791.degrees latitude (g = 980.6199 gals.).
 LA1791
 LA1791.The modeled gravity was interpolated from observed gravity values.
 LA1791
 LA1791;                    North         East    Units  Estimated Accuracy
 LA1791;SPC IN E     -   603,270.       78,560.      MT  (+/- 180 meters Scaled)
 LA1791
 LA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL912040(NAD 83)
 LA1791
 LA1791                          SUPERSEDED SURVEY CONTROL
 LA1791
 LA1791  NGVD 29 (??/??/92)  243.567  (m)          799.10   (f) ADJ UNCH    2 0
 LA1791
 LA1791.Superseded values are not recommended for survey control.
 LA1791
 LA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1791.See file dsdata.pdf to determine how the superseded data were derived.
 LA1791
 LA1791_MARKER: N = NAIL
 LA1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1791_SP_SET: ELM TREE ROOT
 LA1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1791
 LA1791  HISTORY     - Date     Condition        Report By
 LA1791  HISTORY     - UNK      MONUMENTED       USGS
 LA1791  HISTORY     - 1946     GOOD             CGS
 LA1791
 LA1791                          STATION DESCRIPTION
 LA1791
 LA1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1791'3.6 MI SE FROM PEORIA.
 LA1791'ABOUT 3.6 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1791'BENDERS STORE AT PEORIA, AT THE JUNCTION OF A GRAVEL ROAD
 LA1791'LEADING SOUTH, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LA1791'TRAIL, 16 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, SET IN
 LA1791'THE NORTHWEST ROOT OF A 30 INCH ELM TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1258 ***********************************************************************
 JZ1258  DESIGNATION -  805
 JZ1258  PID         -  JZ1258
 JZ1258  STATE/COUNTY-  IN/UNION
 JZ1258  COUNTRY     -  US
 JZ1258  USGS QUAD   -  LIBERTY (2019)
 JZ1258
 JZ1258                         *CURRENT SURVEY CONTROL
 JZ1258  ______________________________________________________________________
 JZ1258* NAD 83(1986) POSITION- 39 38 26.     (N) 084 59 33.     (W)   SCALED
 JZ1258* NAVD 88 ORTHO HEIGHT -   245.092 (meters)      804.11  (feet) ADJUSTED
 JZ1258  ______________________________________________________________________
 JZ1258  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 JZ1258  DYNAMIC HEIGHT  -        244.951 (meters)      803.64  (feet) COMP
 JZ1258  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ1258
 JZ1258  VERT ORDER      -  SECOND    CLASS 0
 JZ1258
 JZ1258.The horizontal coordinates were scaled from a map and have
 JZ1258.an estimated accuracy of +/- 6 seconds.
 JZ1258
 JZ1258.The orthometric height was determined by differential leveling and
 JZ1258.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1258.in June 1991.
 JZ1258
 JZ1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1258.GEOID18 height accuracy estimate available here.
 JZ1258
 JZ1258.Click photographs - Photos may exist for this station.
 JZ1258
 JZ1258.The dynamic height is computed by dividing the NAVD 88
 JZ1258.geopotential number by the normal gravity value computed on the
 JZ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1258.degrees latitude (g = 980.6199 gals.).
 JZ1258
 JZ1258.The modeled gravity was interpolated from observed gravity values.
 JZ1258
 JZ1258;                    North         East    Units  Estimated Accuracy
 JZ1258;SPC IN E     -   487,830.      157,870.      MT  (+/- 180 meters Scaled)
 JZ1258
 JZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ722897(NAD 83)
 JZ1258
 JZ1258                          SUPERSEDED SURVEY CONTROL
 JZ1258
 JZ1258  NGVD 29 (??/??/92)  245.247  (m)          804.61   (f) ADJ UNCH    2 0
 JZ1258
 JZ1258.Superseded values are not recommended for survey control.
 JZ1258
 JZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1258.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1258
 JZ1258_MARKER: Q = CHISELED SQUARE
 JZ1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1258_SP_SET: BRIDGE
 JZ1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1258
 JZ1258  HISTORY     - Date     Condition        Report By
 JZ1258  HISTORY     - UNK      MONUMENTED       USGS
 JZ1258  HISTORY     - 1934     GOOD             CGS
 JZ1258
 JZ1258                          STATION DESCRIPTION
 JZ1258
 JZ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1258'1.9 MI E FROM BROWNSVILLE.
 JZ1258'1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1258'STATION AT BROWNSVILLE, UNION COUNTY, AT A BRIDGE OVER WHITE
 JZ1258'WATER RIVER, ON THE TOP OF THE SOUTHWEST CORNER OF THE STONE
 JZ1258'WING WALL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 JZ1258'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1805 ***********************************************************************
 LA1805  DESIGNATION -  808.6
 LA1805  PID         -  LA1805
 LA1805  STATE/COUNTY-  IN/WABASH
 LA1805  COUNTRY     -  US
 LA1805  USGS QUAD   -  SOMERSET (2019)
 LA1805
 LA1805                         *CURRENT SURVEY CONTROL
 LA1805  ______________________________________________________________________
 LA1805* NAD 83(1986) POSITION- 40 39 59.     (N) 085 50 03.     (W)   SCALED
 LA1805* NAVD 88 ORTHO HEIGHT -   246.283 (meters)      808.01  (feet) ADJUSTED
 LA1805  ______________________________________________________________________
 LA1805  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LA1805  DYNAMIC HEIGHT  -        246.161 (meters)      807.61  (feet) COMP
 LA1805  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 LA1805
 LA1805  VERT ORDER      -  SECOND    CLASS 0
 LA1805
 LA1805.The horizontal coordinates were scaled from a map and have
 LA1805.an estimated accuracy of +/- 6 seconds.
 LA1805
 LA1805.The orthometric height was determined by differential leveling and
 LA1805.adjusted by the NATIONAL GEODETIC SURVEY
 LA1805.in June 1991.
 LA1805
 LA1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1805.GEOID18 height accuracy estimate available here.
 LA1805
 LA1805.Click photographs - Photos may exist for this station.
 LA1805
 LA1805.The dynamic height is computed by dividing the NAVD 88
 LA1805.geopotential number by the normal gravity value computed on the
 LA1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1805.degrees latitude (g = 980.6199 gals.).
 LA1805
 LA1805.The modeled gravity was interpolated from observed gravity values.
 LA1805
 LA1805;                    North         East    Units  Estimated Accuracy
 LA1805;SPC IN E     -   601,530.       85,840.      MT  (+/- 180 meters Scaled)
 LA1805
 LA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL985023(NAD 83)
 LA1805
 LA1805                          SUPERSEDED SURVEY CONTROL
 LA1805
 LA1805  NGVD 29 (??/??/92)  246.409  (m)          808.43   (f) ADJ UNCH    2 0
 LA1805
 LA1805.Superseded values are not recommended for survey control.
 LA1805
 LA1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1805.See file dsdata.pdf to determine how the superseded data were derived.
 LA1805
 LA1805_MARKER: Q = CHISELED SQUARE
 LA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1805+STABILITY: SURFACE MOTION
 LA1805
 LA1805  HISTORY     - Date     Condition        Report By
 LA1805  HISTORY     - UNK      MONUMENTED       USGS
 LA1805  HISTORY     - 1946     GOOD             CGS
 LA1805
 LA1805                          STATION DESCRIPTION
 LA1805
 LA1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1805'1 MI E FROM SOMERSET.
 LA1805'ABOUT 1.0 MILE EAST ALONG THE FRANCES SLOCUM TRAIL FROM THE POST
 LA1805'OFFICE AT SOMERSET, ABOUT 0.4 MILE WEST OF THE JUNCTION OF STATE
 LA1805'HIGHWAY 13, 74 FEET EAST OF POWER POLE NO. 6-202/238, A CHISELED
 LA1805'SQUARE IN THE TOP OF THE SOUTH SIDE OF A CONCRETE BASE OF A 12
 LA1805'INCH CONCRETE T FENCE CORNER POST, 24 FEET NORTH OF AND ABOUT
 LA1805'LEVEL WITH THE CENTER LINE OF THE TRAIL.  NOTE-- MARK MAY BE
 LA1805'REACHED FROM THE CROSSROADS AT MOUNT VERNON BY GOING ABOUT 0.2
 LA1805'MILE SOUTHWEST ALONG STATE HIGHWAY 13, THENCE ABOUT 0.4 MILE WEST
 LA1805'ALONG THE FRANCES SLOCUM TRAIL TO SIDE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1680 ***********************************************************************
 HZ1680  DESIGNATION -  81.02
 HZ1680  PID         -  HZ1680
 HZ1680  STATE/COUNTY-  IN/SCOTT
 HZ1680  COUNTRY     -  US
 HZ1680  USGS QUAD   -  SCOTTSBURG (2019)
 HZ1680
 HZ1680                         *CURRENT SURVEY CONTROL
 HZ1680  ______________________________________________________________________
 HZ1680* NAD 83(1986) POSITION- 38 39 29.     (N) 085 46 17.     (W)   SCALED
 HZ1680* NAVD 88 ORTHO HEIGHT -   170.154 (meters)      558.25  (feet) ADJUSTED
 HZ1680  ______________________________________________________________________
 HZ1680  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 HZ1680  DYNAMIC HEIGHT  -        170.042 (meters)      557.88  (feet) COMP
 HZ1680  MODELED GRAVITY -    979,969.7   (mgal)                       NAVD 88
 HZ1680
 HZ1680  VERT ORDER      -  SECOND    CLASS 0
 HZ1680
 HZ1680.The horizontal coordinates were scaled from a map and have
 HZ1680.an estimated accuracy of +/- 6 seconds.
 HZ1680
 HZ1680.The orthometric height was determined by differential leveling and
 HZ1680.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1680.in June 1991.
 HZ1680
 HZ1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1680.GEOID18 height accuracy estimate available here.
 HZ1680
 HZ1680.Click photographs - Photos may exist for this station.
 HZ1680
 HZ1680.The dynamic height is computed by dividing the NAVD 88
 HZ1680.geopotential number by the normal gravity value computed on the
 HZ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1680.degrees latitude (g = 980.6199 gals.).
 HZ1680
 HZ1680.The modeled gravity was interpolated from observed gravity values.
 HZ1680
 HZ1680;                    North         East    Units  Estimated Accuracy
 HZ1680;SPC IN E     -   378,540.       90,890.      MT  (+/- 180 meters Scaled)
 HZ1680
 HZ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH068795(NAD 83)
 HZ1680
 HZ1680                          SUPERSEDED SURVEY CONTROL
 HZ1680
 HZ1680  NGVD 29 (??/??/92)  170.281  (m)          558.66   (f) ADJ UNCH    2 0
 HZ1680
 HZ1680.Superseded values are not recommended for survey control.
 HZ1680
 HZ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1680.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1680
 HZ1680_MARKER: DB = BENCH MARK DISK
 HZ1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1680_SP_SET: BRIDGE
 HZ1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1680+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 HZ1680
 HZ1680  HISTORY     - Date     Condition        Report By
 HZ1680  HISTORY     - UNK      MONUMENTED       PRR
 HZ1680  HISTORY     - 1934     GOOD             CGS
 HZ1680  HISTORY     - 20060116 GOOD             INDIV
 HZ1680  HISTORY     - 20100928 GOOD             INDIV
 HZ1680
 HZ1680                          STATION DESCRIPTION
 HZ1680
 HZ1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1680'0.6 MI N FROM VIENNA.
 HZ1680'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1680'TRACTION-LINE FLAG STOP AT VIENNA, SCOTT COUNTY, 34 YARDS
 HZ1680'SOUTHWEST OF MILEPOST 81, AT BRIDGE NO. 81/02, IN THE TOP OF THE
 HZ1680'SECOND STEP FROM THE BOTTOM OF THE RETAINING WALL, 8.8 FEET
 HZ1680'WEST OF THE WEST RAIL, AND 3.8 FEET LOWER THAN THE TRACK.  A
 HZ1680'2-3/4-INCH OUTLINED SQUARE.
 HZ1680
 HZ1680                          STATION RECOVERY (2006)
 HZ1680
 HZ1680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HZ1680'RECOVERED IN GOOD CONDITION.
 HZ1680
 HZ1680                          STATION RECOVERY (2010)
 HZ1680
 HZ1680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 HZ1680'GOOD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0398 ***********************************************************************
 KA0398  DESIGNATION -  811.7
 KA0398  PID         -  KA0398
 KA0398  STATE/COUNTY-  IN/GREENE
 KA0398  COUNTRY     -  US
 KA0398  USGS QUAD   -  STANFORD (2019)
 KA0398
 KA0398                         *CURRENT SURVEY CONTROL
 KA0398  ______________________________________________________________________
 KA0398* NAD 83(1986) POSITION- 39 01 47.     (N) 086 44 10.     (W)   SCALED
 KA0398* NAVD 88 ORTHO HEIGHT -   247.163 (meters)      810.90  (feet) ADJUSTED
 KA0398  ______________________________________________________________________
 KA0398  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 KA0398  DYNAMIC HEIGHT  -        247.008 (meters)      810.39  (feet) COMP
 KA0398  MODELED GRAVITY -    979,996.2   (mgal)                       NAVD 88
 KA0398
 KA0398  VERT ORDER      -  FIRST     CLASS II
 KA0398
 KA0398.The horizontal coordinates were scaled from a map and have
 KA0398.an estimated accuracy of +/- 6 seconds.
 KA0398
 KA0398.The orthometric height was determined by differential leveling and
 KA0398.adjusted by the NATIONAL GEODETIC SURVEY
 KA0398.in June 1991.
 KA0398
 KA0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0398.GEOID18 height accuracy estimate available here.
 KA0398
 KA0398.Click photographs - Photos may exist for this station.
 KA0398
 KA0398.The dynamic height is computed by dividing the NAVD 88
 KA0398.geopotential number by the normal gravity value computed on the
 KA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0398.degrees latitude (g = 980.6199 gals.).
 KA0398
 KA0398.The modeled gravity was interpolated from observed gravity values.
 KA0398
 KA0398;                    North         East    Units  Estimated Accuracy
 KA0398;SPC IN W     -   419,850.      930,070.      MT  (+/- 180 meters Scaled)
 KA0398
 KA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ228201(NAD 83)
 KA0398
 KA0398                          SUPERSEDED SURVEY CONTROL
 KA0398
 KA0398  NGVD 29 (??/??/92)  247.285  (m)          811.30   (f) ADJ UNCH    1 2
 KA0398
 KA0398.Superseded values are not recommended for survey control.
 KA0398
 KA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0398.See file dsdata.pdf to determine how the superseded data were derived.
 KA0398
 KA0398_MARKER: Q = CHISELED SQUARE
 KA0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0398_SP_SET: CULVERT
 KA0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0398
 KA0398  HISTORY     - Date     Condition        Report By
 KA0398  HISTORY     - UNK      MONUMENTED       USGS
 KA0398  HISTORY     - 1949     GOOD             CGS
 KA0398
 KA0398                          STATION DESCRIPTION
 KA0398
 KA0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0398'0.6 MI NW FROM CINCINNATI.
 KA0398'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE CHRISTIAN
 KA0398'CHURCH AT CINCINNATI, ABOUT 0.5 MILE SOUTHEAST ALONG STATE
 KA0398'HIGHWAY 54 FROM THE JUNCTION OF STATE HIGHWAYS 445 AND 54, AT
 KA0398'THE JUNCTION OF A GRAVEL ROAD WEST, SET IN THE SOUTHEAST CORNER
 KA0398'OF A V SHAPED CONCRETE HEADWALL TO A 18-INCH PIPE CULVERT UNDER
 KA0398'THE ROAD WEST, 29 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KA0398'HIGHWAY 54, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 13
 KA0398'FEET NORTHEAST OF TELEPHONE POLE THAT IS PAINTED BM 811/7 AND 1
 KA0398'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1843 ***********************************************************************
 LA1843  DESIGNATION -  814.0
 LA1843  PID         -  LA1843
 LA1843  STATE/COUNTY-  IN/WABASH
 LA1843  COUNTRY     -  US
 LA1843  USGS QUAD   -  SOMERSET (2019)
 LA1843
 LA1843                         *CURRENT SURVEY CONTROL
 LA1843  ______________________________________________________________________
 LA1843* NAD 83(1986) POSITION- 40 40 11.     (N) 085 49 28.     (W)   SCALED
 LA1843* NAVD 88 ORTHO HEIGHT -   247.909 (meters)      813.35  (feet) ADJUSTED
 LA1843  ______________________________________________________________________
 LA1843  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 LA1843  DYNAMIC HEIGHT  -        247.786 (meters)      812.94  (feet) COMP
 LA1843  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 LA1843
 LA1843  VERT ORDER      -  SECOND    CLASS 0
 LA1843
 LA1843.The horizontal coordinates were scaled from a map and have
 LA1843.an estimated accuracy of +/- 6 seconds.
 LA1843
 LA1843.The orthometric height was determined by differential leveling and
 LA1843.adjusted by the NATIONAL GEODETIC SURVEY
 LA1843.in June 1991.
 LA1843
 LA1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1843.GEOID18 height accuracy estimate available here.
 LA1843
 LA1843.Click photographs - Photos may exist for this station.
 LA1843
 LA1843.The dynamic height is computed by dividing the NAVD 88
 LA1843.geopotential number by the normal gravity value computed on the
 LA1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1843.degrees latitude (g = 980.6199 gals.).
 LA1843
 LA1843.The modeled gravity was interpolated from observed gravity values.
 LA1843
 LA1843;                    North         East    Units  Estimated Accuracy
 LA1843;SPC IN E     -   601,890.       86,660.      MT  (+/- 180 meters Scaled)
 LA1843
 LA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL993027(NAD 83)
 LA1843
 LA1843                          SUPERSEDED SURVEY CONTROL
 LA1843
 LA1843  NGVD 29 (??/??/92)  248.035  (m)          813.76   (f) ADJ UNCH    2 0
 LA1843
 LA1843.Superseded values are not recommended for survey control.
 LA1843
 LA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1843.See file dsdata.pdf to determine how the superseded data were derived.
 LA1843
 LA1843_MARKER: Q = CHISELED SQUARE
 LA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1843+STABILITY: SURFACE MOTION
 LA1843
 LA1843  HISTORY     - Date     Condition        Report By
 LA1843  HISTORY     - UNK      MONUMENTED       USGS
 LA1843  HISTORY     - 1946     GOOD             CGS
 LA1843
 LA1843                          STATION DESCRIPTION
 LA1843
 LA1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1843'AT MOUNT VERNON.
 LA1843'AT MOUNT VERNON, 95 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 LA1843'U.S.G.S. MARK 51M, AT A GASOLINE STATION, A CHISELED SQUARE IN
 LA1843'THE TOP OF THE SOUTH WEST CORNER OF THE SOUTH CONCRETE BASE OF
 LA1843'A CANOPY POST OF THE STATION, AND ABOUT 1.5 FOOT ABOVE THE
 LA1843'DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0426 ***********************************************************************
 LB0426  DESIGNATION -  817.6
 LB0426  PID         -  LB0426
 LB0426  STATE/COUNTY-  IN/HOWARD
 LB0426  COUNTRY     -  US
 LB0426  USGS QUAD   -  KOKOMO WEST (2019)
 LB0426
 LB0426                         *CURRENT SURVEY CONTROL
 LB0426  ______________________________________________________________________
 LB0426* NAD 83(1986) POSITION- 40 29 34.     (N) 086 08 03.     (W)   SCALED
 LB0426* NAVD 88 ORTHO HEIGHT -   249.119 (meters)      817.32  (feet) ADJUSTED
 LB0426  ______________________________________________________________________
 LB0426  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0426  DYNAMIC HEIGHT  -        248.990 (meters)      816.89  (feet) COMP
 LB0426  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 LB0426
 LB0426  VERT ORDER      -  SECOND    CLASS 0
 LB0426
 LB0426.The horizontal coordinates were scaled from a map and have
 LB0426.an estimated accuracy of +/- 6 seconds.
 LB0426
 LB0426.The orthometric height was determined by differential leveling and
 LB0426.adjusted by the NATIONAL GEODETIC SURVEY
 LB0426.in June 1991.
 LB0426
 LB0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0426.GEOID18 height accuracy estimate available here.
 LB0426
 LB0426.Click photographs - Photos may exist for this station.
 LB0426
 LB0426.The dynamic height is computed by dividing the NAVD 88
 LB0426.geopotential number by the normal gravity value computed on the
 LB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0426.degrees latitude (g = 980.6199 gals.).
 LB0426
 LB0426.The modeled gravity was interpolated from observed gravity values.
 LB0426
 LB0426;                    North         East    Units  Estimated Accuracy
 LB0426;SPC IN E     -   582,340.       60,370.      MT  (+/- 180 meters Scaled)
 LB0426
 LB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 LB0426
 LB0426                          SUPERSEDED SURVEY CONTROL
 LB0426
 LB0426  NGVD 29 (??/??/92)  249.242  (m)          817.72   (f) ADJ UNCH    2 0
 LB0426
 LB0426.Superseded values are not recommended for survey control.
 LB0426
 LB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0426.See file dsdata.pdf to determine how the superseded data were derived.
 LB0426
 LB0426_MARKER: Q = CHISELED SQUARE
 LB0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0426_SP_SET: STEP
 LB0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0426
 LB0426  HISTORY     - Date     Condition        Report By
 LB0426  HISTORY     - UNK      MONUMENTED       NYSLRR
 LB0426  HISTORY     - 1946     GOOD             CGS
 LB0426
 LB0426                          STATION DESCRIPTION
 LB0426
 LB0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0426'AT KOKOMO.
 LB0426'AT KOKOMO, HOWARD COUNTY, AT THE OLD NEW YORK, CHICAGO AND ST.
 LB0426'LOUIS RAILROAD STATION (NOW LEASED TO THE CENTRAL STATES PRODUCTS
 LB0426'CORP) ON THE TOP OF THE WEST EDGE OF THE STEP LEADING TO THE
 LB0426'WAITING ROOM, 6 INCHES SOUTH OF THE SOUTH SIDE OF THE BUILDING,
 LB0426'AND 2 INCHES HIGHER THAN THE BRICK SIDEWALK.  AN OUTLINED SQUARE.
 LB0426'NOTE-- RECOVERED AS DESCRIBED EXCEPT THAT THE BUILDING HAS NOW
 LB0426'BEEN LEASED TO THE CENTRAL STATES PRODUCTS CORP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1863 ***********************************************************************
 LA1863  DESIGNATION -  819.6
 LA1863  PID         -  LA1863
 LA1863  STATE/COUNTY-  IN/GRANT
 LA1863  COUNTRY     -  US
 LA1863  USGS QUAD   -  LA FONTAINE (2019)
 LA1863
 LA1863                         *CURRENT SURVEY CONTROL
 LA1863  ______________________________________________________________________
 LA1863* NAD 83(1986) POSITION- 40 37 34.     (N) 085 44 40.     (W)   SCALED
 LA1863* NAVD 88 ORTHO HEIGHT -   249.663 (meters)      819.10  (feet) ADJUSTED
 LA1863  ______________________________________________________________________
 LA1863  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LA1863  DYNAMIC HEIGHT  -        249.538 (meters)      818.69  (feet) COMP
 LA1863  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 LA1863
 LA1863  VERT ORDER      -  SECOND    CLASS 0
 LA1863
 LA1863.The horizontal coordinates were scaled from a map and have
 LA1863.an estimated accuracy of +/- 6 seconds.
 LA1863
 LA1863.The orthometric height was determined by differential leveling and
 LA1863.adjusted by the NATIONAL GEODETIC SURVEY
 LA1863.in June 1991.
 LA1863
 LA1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1863.GEOID18 height accuracy estimate available here.
 LA1863
 LA1863.Click photographs - Photos may exist for this station.
 LA1863
 LA1863.The dynamic height is computed by dividing the NAVD 88
 LA1863.geopotential number by the normal gravity value computed on the
 LA1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1863.degrees latitude (g = 980.6199 gals.).
 LA1863
 LA1863.The modeled gravity was interpolated from observed gravity values.
 LA1863
 LA1863;                    North         East    Units  Estimated Accuracy
 LA1863;SPC IN E     -   597,040.       93,420.      MT  (+/- 180 meters Scaled)
 LA1863
 LA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK061980(NAD 83)
 LA1863
 LA1863                          SUPERSEDED SURVEY CONTROL
 LA1863
 LA1863  NGVD 29 (??/??/92)  249.790  (m)          819.52   (f) ADJ UNCH    2 0
 LA1863
 LA1863.Superseded values are not recommended for survey control.
 LA1863
 LA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1863.See file dsdata.pdf to determine how the superseded data were derived.
 LA1863
 LA1863_MARKER: Q = CHISELED SQUARE
 LA1863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1863_SP_SET: GASOLINE PUMP BASE
 LA1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1863
 LA1863  HISTORY     - Date     Condition        Report By
 LA1863  HISTORY     - UNK      MONUMENTED       USGS
 LA1863  HISTORY     - 1946     GOOD             CGS
 LA1863  HISTORY     - 1961     GOOD             CGS
 LA1863
 LA1863                          STATION DESCRIPTION
 LA1863
 LA1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1863'AT JALAPA.
 LA1863'AT JALAPA, AT THE CROSSROADS, SET ON THE NORTHEAST CORNER OF A
 LA1863'SHELL GASOLINE PUMP BASE, IN THE NORTHWEST QUARTER OF THE
 LA1863'INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LA1863'ROAD, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LA1863'NORTHWEST-SOUTHEAST ROAD, AND ABOUT 1.5 FEET ABOVE THE
 LA1863'INTERSECTION.
 LA1863
 LA1863                          STATION RECOVERY (1961)
 LA1863
 LA1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1260 ***********************************************************************
 LB1260  DESIGNATION -  83.308
 LB1260  PID         -  LB1260
 LB1260  STATE/COUNTY-  IN/NEWTON
 LB1260  COUNTRY     -  US
 LB1260  USGS QUAD   -  KENTLAND (2019)
 LB1260
 LB1260                         *CURRENT SURVEY CONTROL
 LB1260  ______________________________________________________________________
 LB1260* NAD 83(1986) POSITION- 40 51 05.     (N) 087 26 47.     (W)   SCALED
 LB1260* NAVD 88 ORTHO HEIGHT -   199.637 (meters)      654.98  (feet) ADJUSTED
 LB1260  ______________________________________________________________________
 LB1260  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 LB1260  DYNAMIC HEIGHT  -        199.548 (meters)      654.68  (feet) COMP
 LB1260  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 LB1260
 LB1260  VERT ORDER      -  FIRST     CLASS II
 LB1260
 LB1260.The horizontal coordinates were scaled from a map and have
 LB1260.an estimated accuracy of +/- 6 seconds.
 LB1260
 LB1260.The orthometric height was determined by differential leveling and
 LB1260.adjusted by the NATIONAL GEODETIC SURVEY
 LB1260.in June 1991.
 LB1260
 LB1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1260.GEOID18 height accuracy estimate available here.
 LB1260
 LB1260.Click photographs - Photos may exist for this station.
 LB1260
 LB1260.The dynamic height is computed by dividing the NAVD 88
 LB1260.geopotential number by the normal gravity value computed on the
 LB1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1260.degrees latitude (g = 980.6199 gals.).
 LB1260
 LB1260.The modeled gravity was interpolated from observed gravity values.
 LB1260
 LB1260;                    North         East    Units  Estimated Accuracy
 LB1260;SPC IN W     -   622,120.      869,390.      MT  (+/- 180 meters Scaled)
 LB1260
 LB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623223(NAD 83)
 LB1260
 LB1260                          SUPERSEDED SURVEY CONTROL
 LB1260
 LB1260  NGVD 29 (??/??/92)  199.707  (m)          655.21   (f) ADJ UNCH    1 2
 LB1260
 LB1260.Superseded values are not recommended for survey control.
 LB1260
 LB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1260.See file dsdata.pdf to determine how the superseded data were derived.
 LB1260
 LB1260_MARKER: X = CHISELED CROSS
 LB1260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1260_SP_SET: CULVERT
 LB1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1260
 LB1260  HISTORY     - Date     Condition        Report By
 LB1260  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1260  HISTORY     - 1934     GOOD             CGS
 LB1260
 LB1260                          STATION DESCRIPTION
 LB1260
 LB1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1260'1.2 MI S FROM ADE.
 LB1260'1.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1260'STATION AT ADE, NEWTON COUNTY, 22 FEET SOUTH OF A DIRT-ROAD
 LB1260'CROSSING, 12 FEET SOUTHEAST OF A CROSSING SIGN, AT CULVERT 75.35,
 LB1260'ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST HEADWALL, 15 FEET
 LB1260'WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 4 FEET
 LB1260'LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1258 ***********************************************************************
 LB1258  DESIGNATION -  83.520
 LB1258  PID         -  LB1258
 LB1258  STATE/COUNTY-  IN/NEWTON
 LB1258  COUNTRY     -  US
 LB1258  USGS QUAD   -  KENTLAND (2019)
 LB1258
 LB1258                         *CURRENT SURVEY CONTROL
 LB1258  ______________________________________________________________________
 LB1258* NAD 83(1986) POSITION- 40 49 47.     (N) 087 26 49.     (W)   SCALED
 LB1258* NAVD 88 ORTHO HEIGHT -   199.701 (meters)      655.19  (feet) ADJUSTED
 LB1258  ______________________________________________________________________
 LB1258  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 LB1258  DYNAMIC HEIGHT  -        199.612 (meters)      654.89  (feet) COMP
 LB1258  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 LB1258
 LB1258  VERT ORDER      -  FIRST     CLASS II
 LB1258
 LB1258.The horizontal coordinates were scaled from a map and have
 LB1258.an estimated accuracy of +/- 6 seconds.
 LB1258
 LB1258.The orthometric height was determined by differential leveling and
 LB1258.adjusted by the NATIONAL GEODETIC SURVEY
 LB1258.in June 1991.
 LB1258
 LB1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1258.GEOID18 height accuracy estimate available here.
 LB1258
 LB1258.Click photographs - Photos may exist for this station.
 LB1258
 LB1258.The dynamic height is computed by dividing the NAVD 88
 LB1258.geopotential number by the normal gravity value computed on the
 LB1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1258.degrees latitude (g = 980.6199 gals.).
 LB1258
 LB1258.The modeled gravity was interpolated from observed gravity values.
 LB1258
 LB1258;                    North         East    Units  Estimated Accuracy
 LB1258;SPC IN W     -   619,710.      869,330.      MT  (+/- 180 meters Scaled)
 LB1258
 LB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623199(NAD 83)
 LB1258
 LB1258                          SUPERSEDED SURVEY CONTROL
 LB1258
 LB1258  NGVD 29 (??/??/92)  199.770  (m)          655.41   (f) ADJ UNCH    1 2
 LB1258
 LB1258.Superseded values are not recommended for survey control.
 LB1258
 LB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1258.See file dsdata.pdf to determine how the superseded data were derived.
 LB1258
 LB1258_MARKER: X = CHISELED CROSS
 LB1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1258_SP_SET: BRIDGE PARAPET
 LB1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1258
 LB1258  HISTORY     - Date     Condition        Report By
 LB1258  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1258  HISTORY     - 1934     GOOD             CGS
 LB1258
 LB1258                          STATION DESCRIPTION
 LB1258
 LB1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1258'2.7 MI S FROM ADE.
 LB1258'2.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1258'AT ADE, NEWTON COUNTY, 1/8 MILE NORTH OF MILEPOST 77, 40 FEET
 LB1258'NORTH OF A DIRT-ROAD CROSSING, AT BRIDGE 76.85, ON THE TOP OF THE
 LB1258'NORTHEAST CORNER OF THE EAST PARAPET, 7 FEET EAST OF THE EAST RAIL
 LB1258'OF THE NORTH-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 LB1258'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0221 ***********************************************************************
 JA0221  DESIGNATION -  835
 JA0221  PID         -  JA0221
 JA0221  STATE/COUNTY-  IN/WASHINGTON
 JA0221  COUNTRY     -  US
 JA0221  USGS QUAD   -  SALEM (2019)
 JA0221
 JA0221                         *CURRENT SURVEY CONTROL
 JA0221  ______________________________________________________________________
 JA0221* NAD 83(1986) POSITION- 38 35 12.     (N) 086 01 37.     (W)   SCALED
 JA0221* NAVD 88 ORTHO HEIGHT -   254.204 (meters)      834.00  (feet) ADJUSTED
 JA0221  ______________________________________________________________________
 JA0221  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 JA0221  DYNAMIC HEIGHT  -        254.033 (meters)      833.44  (feet) COMP
 JA0221  MODELED GRAVITY -    979,947.1   (mgal)                       NAVD 88
 JA0221
 JA0221  VERT ORDER      -  FIRST     CLASS II
 JA0221
 JA0221.The horizontal coordinates were scaled from a map and have
 JA0221.an estimated accuracy of +/- 6 seconds.
 JA0221
 JA0221.The orthometric height was determined by differential leveling and
 JA0221.adjusted by the NATIONAL GEODETIC SURVEY
 JA0221.in June 1991.
 JA0221
 JA0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0221.GEOID18 height accuracy estimate available here.
 JA0221
 JA0221.Click photographs - Photos may exist for this station.
 JA0221
 JA0221.The dynamic height is computed by dividing the NAVD 88
 JA0221.geopotential number by the normal gravity value computed on the
 JA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0221.degrees latitude (g = 980.6199 gals.).
 JA0221
 JA0221.The modeled gravity was interpolated from observed gravity values.
 JA0221
 JA0221;                    North         East    Units  Estimated Accuracy
 JA0221;SPC IN E     -   370,680.       68,610.      MT  (+/- 180 meters Scaled)
 JA0221
 JA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH847713(NAD 83)
 JA0221
 JA0221                          SUPERSEDED SURVEY CONTROL
 JA0221
 JA0221  NGVD 29 (??/??/92)  254.320  (m)          834.38   (f) ADJ UNCH    1 2
 JA0221
 JA0221.Superseded values are not recommended for survey control.
 JA0221
 JA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0221.See file dsdata.pdf to determine how the superseded data were derived.
 JA0221
 JA0221_MARKER: DB = BENCH MARK DISK
 JA0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0221_SP_SET: BRIDGE
 JA0221_STAMPING: 835
 JA0221_MARK LOGO: USGS
 JA0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0221
 JA0221  HISTORY     - Date     Condition        Report By
 JA0221  HISTORY     - 1911     MONUMENTED       USGS
 JA0221  HISTORY     - 1949     GOOD             CGS
 JA0221  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0221
 JA0221                          STATION DESCRIPTION
 JA0221
 JA0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0221'5.4 MI SE FROM SALEM.
 JA0221'ABOUT 5.35 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0221'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, ABOUT 0.2 MILE
 JA0221'SOUTH-SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 160, SET IN
 JA0221'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 JA0221'RAILROAD BRIDGE 287.7, 13.7 FEET NORTHWEST OF THE NORTHWEST RAIL
 JA0221'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 JA0221
 JA0221                          STATION RECOVERY (2023)
 JA0221
 JA0221'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0221'BRIDGE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0185 ***********************************************************************
 JA0185  DESIGNATION -  839
 JA0185  PID         -  JA0185
 JA0185  STATE/COUNTY-  IN/WASHINGTON
 JA0185  COUNTRY     -  US
 JA0185  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0185
 JA0185                         *CURRENT SURVEY CONTROL
 JA0185  ______________________________________________________________________
 JA0185* NAD 83(1986) POSITION- 38 38 57.     (N) 086 15 23.     (W)   SCALED
 JA0185* NAVD 88 ORTHO HEIGHT -   255.386 (meters)      837.88  (feet) ADJUSTED
 JA0185  ______________________________________________________________________
 JA0185  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 JA0185  DYNAMIC HEIGHT  -        255.216 (meters)      837.32  (feet) COMP
 JA0185  MODELED GRAVITY -    979,959.6   (mgal)                       NAVD 88
 JA0185
 JA0185  VERT ORDER      -  FIRST     CLASS II
 JA0185
 JA0185.The horizontal coordinates were scaled from a map and have
 JA0185.an estimated accuracy of +/- 6 seconds.
 JA0185
 JA0185.The orthometric height was determined by differential leveling and
 JA0185.adjusted by the NATIONAL GEODETIC SURVEY
 JA0185.in June 1991.
 JA0185
 JA0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0185.GEOID18 height accuracy estimate available here.
 JA0185
 JA0185.Click photographs - Photos may exist for this station.
 JA0185
 JA0185.The dynamic height is computed by dividing the NAVD 88
 JA0185.geopotential number by the normal gravity value computed on the
 JA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0185.degrees latitude (g = 980.6199 gals.).
 JA0185
 JA0185.The modeled gravity was interpolated from observed gravity values.
 JA0185
 JA0185;                    North         East    Units  Estimated Accuracy
 JA0185;SPC IN E     -   377,720.       48,670.      MT  (+/- 180 meters Scaled)
 JA0185
 JA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH647781(NAD 83)
 JA0185
 JA0185                          SUPERSEDED SURVEY CONTROL
 JA0185
 JA0185  NGVD 29 (??/??/92)  255.495  (m)          838.24   (f) ADJ UNCH    1 2
 JA0185
 JA0185.Superseded values are not recommended for survey control.
 JA0185
 JA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0185.See file dsdata.pdf to determine how the superseded data were derived.
 JA0185
 JA0185_MARKER: P = PIPE CAP
 JA0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0185_STAMPING: 839
 JA0185_MARK LOGO: USGS
 JA0185_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0185
 JA0185  HISTORY     - Date     Condition        Report By
 JA0185  HISTORY     - 1911     MONUMENTED       USGS
 JA0185  HISTORY     - 1941     GOOD             CGS
 JA0185
 JA0185                          STATION DESCRIPTION
 JA0185
 JA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JA0185'AT CAMPBELLSBURG.
 JA0185'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0185'LOUISVILLE RAILWAY FROM CAMPBELLSBURG, WASHINGTON COUNTY, ABOUT
 JA0185'100 FEET WEST OF A BRICK WALL AT THE EAST END OF A CANNING
 JA0185'FACTORY, ABOUT 95 FEET EAST OF THE CANNING FACTORY SWITCHSTAND,
 JA0185'30 FEET SOUTH OF THE TRACK, AND 18 FEET EAST OF A FENCE LEADING
 JA0185'SOUTH AT THE CROSSING OF A SET OF STEPS OVER THE RIGHT-OF-WAY
 JA0185'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JA0185'839 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT
 JA0185'11 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0263 ***********************************************************************
 KA0263  DESIGNATION -  84 M
 KA0263  PID         -  KA0263
 KA0263  STATE/COUNTY-  IN/MARION
 KA0263  COUNTRY     -  US
 KA0263  USGS QUAD   -  FISHERS (2019)
 KA0263
 KA0263                         *CURRENT SURVEY CONTROL
 KA0263  ______________________________________________________________________
 KA0263* NAD 83(1986) POSITION- 39 53 01.08   (N) 086 00 23.33   (W)   HD_HELD1
 KA0263* NAVD 88 ORTHO HEIGHT -   232.287 (meters)      762.09  (feet) ADJUSTED
 KA0263  ______________________________________________________________________
 KA0263  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 KA0263  DYNAMIC HEIGHT  -        232.157 (meters)      761.67  (feet) COMP
 KA0263  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 KA0263
 KA0263  VERT ORDER      -  SECOND    CLASS 0
 KA0263
 KA0263.The horizontal coordinates were determined by differentially corrected
 KA0263.hand held GPS observations or other comparable positioning techniques
 KA0263.and have an estimated accuracy of +/- 3 meters.
 KA0263
 KA0263.The orthometric height was determined by differential leveling and
 KA0263.adjusted by the NATIONAL GEODETIC SURVEY
 KA0263.in June 1991.
 KA0263
 KA0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0263.GEOID18 height accuracy estimate available here.
 KA0263
 KA0263.Click photographs - Photos may exist for this station.
 KA0263
 KA0263.The dynamic height is computed by dividing the NAVD 88
 KA0263.geopotential number by the normal gravity value computed on the
 KA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0263.degrees latitude (g = 980.6199 gals.).
 KA0263
 KA0263.The modeled gravity was interpolated from observed gravity values.
 KA0263
 KA0263;                    North         East    Units  Estimated Accuracy
 KA0263;SPC IN E     -   514,652.7      70,933.7     MT  (+/- 3 meters HH1 GPS) 
 KA0263
 KA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8495115314(NAD 83)
 KA0263
 KA0263                          SUPERSEDED SURVEY CONTROL
 KA0263
 KA0263  NGVD 29 (??/??/92)  232.423  (m)          762.54   (f) ADJ UNCH    2 0
 KA0263
 KA0263.Superseded values are not recommended for survey control.
 KA0263
 KA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0263.See file dsdata.pdf to determine how the superseded data were derived.
 KA0263
 KA0263_MARKER: DD = SURVEY DISK
 KA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0263_STAMPING: 84 M 762 1945
 KA0263_MARK LOGO: USGS
 KA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0263+STABILITY: SURFACE MOTION
 KA0263
 KA0263  HISTORY     - Date     Condition        Report By
 KA0263  HISTORY     - 1945     MONUMENTED       USGS
 KA0263  HISTORY     - 1947     GOOD             CGS
 KA0263  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 KA0263  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0263  HISTORY     - 20220106 MARK NOT FOUND   MCSO
 KA0263
 KA0263                          STATION DESCRIPTION
 KA0263
 KA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0263'3.2 MI N FROM FORT BENJAMIN HARRISON.
 KA0263'ABOUT 0.9 MILE NORTH ALONG GREENE STREET FROM THE NEW YORK
 KA0263'CENTRAL RAILROAD STATION AT FORT BENJAMIN HARRISON, THENCE ABOUT
 KA0263'0.5 MILE EAST ALONG SHAFTER AVENUE, THENCE ABOUT 1.35 MILES NORTH
 KA0263'ALONG THE LEE ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 KA0263'ROAD, 0.1 MILE WEST OF THE BRIDGE (NOW CLOSED) OVER FALL CREEK,
 KA0263'AT THE JUNCTION OF THE FALL CREEK ROAD, 24 FEET SOUTH OF THE CENTER
 KA0263'LINE OF THE ROAD EAST (71ST STREET), 41.5 FEET SOUTHEAST OF THE
 KA0263'FALL CREEK ROAD, SET MIDWAY BETWEEN TWO 16-INCH ELM TREES WHICH
 KA0263'ARE 15 FEET APART, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 KA0263'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA0263'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE HIGH
 KA0263'SCHOOL AT FISHERS, HAMILTON COUNTY BY GOING ABOUT 1.9 MILES
 KA0263'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 1.0 MILE EAST ALONG
 KA0263'THE HAMILTON-MARION COUNTY LINE ROAD, THENCE ABOUT 1.65 MILE
 KA0263'SOUTH AND EAST ALONG A GRAVEL ROAD, THENCE 1.75 MILES SOUTHWEST
 KA0263'ALONG FALL CREEK ROAD TO 71ST STREET AND SITE OF MARK.
 KA0263
 KA0263                          STATION RECOVERY (1995)
 KA0263
 KA0263'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0263'MARK NOT FOUND.
 KA0263
 KA0263                          STATION RECOVERY (1998)
 KA0263
 KA0263'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0263'MARK NOT FOUND.
 KA0263
 KA0263                          STATION RECOVERY (2022)
 KA0263
 KA0263'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2022 (RP)
 KA0263'MARK WAS DESTROYED FROM BRIDGE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2504 ***********************************************************************
 JZ2504  DESIGNATION -  845.9
 JZ2504  PID         -  JZ2504
 JZ2504  STATE/COUNTY-  IN/MARION
 JZ2504  COUNTRY     -  US
 JZ2504  USGS QUAD   -  CUMBERLAND (2019)
 JZ2504
 JZ2504                         *CURRENT SURVEY CONTROL
 JZ2504  ______________________________________________________________________
 JZ2504* NAD 83(1986) POSITION- 39 46 28.     (N) 085 59 25.     (W)   SCALED
 JZ2504* NAVD 88 ORTHO HEIGHT -   257.733 (meters)      845.58  (feet) POSTED
 JZ2504  ______________________________________________________________________
 JZ2504  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 JZ2504  DYNAMIC HEIGHT  -        257.59  (meters)      845.1   (feet) COMP
 JZ2504  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 JZ2504
 JZ2504  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2504
 JZ2504.The horizontal coordinates were scaled from a map and have
 JZ2504.an estimated accuracy of +/- 6 seconds.
 JZ2504
 JZ2504.The orthometric height was determined by differential leveling
 JZ2504.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2504
 JZ2504.* This is a POSTED BENCH MARK height.
 JZ2504
 JZ2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2504.GEOID18 height accuracy estimate available here.
 JZ2504
 JZ2504.Click photographs - Photos may exist for this station.
 JZ2504
 JZ2504.The dynamic height is computed by dividing the NAVD 88
 JZ2504.geopotential number by the normal gravity value computed on the
 JZ2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2504.degrees latitude (g = 980.6199 gals.).
 JZ2504
 JZ2504.The modeled gravity was interpolated from observed gravity values.
 JZ2504
 JZ2504;                    North         East    Units  Estimated Accuracy
 JZ2504;SPC IN E     -   502,530.       72,280.      MT  (+/- 180 meters Scaled)
 JZ2504
 JZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK864032(NAD 83)
 JZ2504
 JZ2504                          SUPERSEDED SURVEY CONTROL
 JZ2504
 JZ2504  NGVD 29 (??/??/92)  257.848  (m)          845.96   (f) ADJ UNCH    2 0
 JZ2504
 JZ2504.Superseded values are not recommended for survey control.
 JZ2504
 JZ2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2504.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2504
 JZ2504_MARKER: Q = CHISELED SQUARE
 JZ2504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2504_SP_SET: CULVERT HEADWALL
 JZ2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2504+STABILITY: SURFACE MOTION
 JZ2504
 JZ2504  HISTORY     - Date     Condition        Report By
 JZ2504  HISTORY     - UNK      MONUMENTED       USGS
 JZ2504  HISTORY     - 1947     GOOD             CGS
 JZ2504  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2504  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 JZ2504
 JZ2504                          STATION DESCRIPTION
 JZ2504
 JZ2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2504'1.8 MI W FROM CUMBERLAND.
 JZ2504'ABOUT 1.85 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2504'AT CUMBERLAND, AT THE INTERSECTION WITH MITTHOEFER ROAD, IN THE
 JZ2504'NORTHWEST ANGLE OF THE INTERSECTION, ON TOP OF AN L SHAPED
 JZ2504'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 31.5 FEET NORTH OF
 JZ2504'THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY, 15.5 FEET WEST OF THE
 JZ2504'CENTER LINE OF MITTHOEFER ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ2504
 JZ2504                          STATION RECOVERY (1988)
 JZ2504
 JZ2504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2504'MARK NOT FOUND.
 JZ2504
 JZ2504                          STATION RECOVERY (1998)
 JZ2504
 JZ2504'RECOVERY NOTE BY US POWER SQUADRON 1998
 JZ2504'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1262 ***********************************************************************
 LB1262  DESIGNATION -  85.050
 LB1262  PID         -  LB1262
 LB1262  STATE/COUNTY-  IN/NEWTON
 LB1262  COUNTRY     -  US
 LB1262  USGS QUAD   -  KENTLAND (2019)
 LB1262
 LB1262                         *CURRENT SURVEY CONTROL
 LB1262  ______________________________________________________________________
 LB1262* NAD 83(1986) POSITION- 40 51 42.07   (N) 087 26 47.41   (W)   HD_HELD1
 LB1262* NAVD 88 ORTHO HEIGHT -   200.192 (meters)      656.80  (feet) ADJUSTED
 LB1262  ______________________________________________________________________
 LB1262  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 LB1262  DYNAMIC HEIGHT  -        200.103 (meters)      656.50  (feet) COMP
 LB1262  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 LB1262
 LB1262  VERT ORDER      -  SECOND    CLASS I
 LB1262
 LB1262.The horizontal coordinates were determined by differentially corrected
 LB1262.hand held GPS observations or other comparable positioning techniques
 LB1262.and have an estimated accuracy of +/- 3 meters.
 LB1262
 LB1262.The orthometric height was determined by differential leveling and
 LB1262.adjusted by the NATIONAL GEODETIC SURVEY
 LB1262.in May 2016.
 LB1262
 LB1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1262.GEOID18 height accuracy estimate available here.
 LB1262
 LB1262.Click photographs - Photos may exist for this station.
 LB1262
 LB1262.The dynamic height is computed by dividing the NAVD 88
 LB1262.geopotential number by the normal gravity value computed on the
 LB1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1262.degrees latitude (g = 980.6199 gals.).
 LB1262
 LB1262.The modeled gravity was interpolated from observed gravity values.
 LB1262
 LB1262;                    North         East    Units  Estimated Accuracy
 LB1262;SPC IN W     -   623,262.1     869,381.9     MT  (+/- 3 meters HH1 GPS) 
 LB1262
 LB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6236923499(NAD 83)
 LB1262
 LB1262                          SUPERSEDED SURVEY CONTROL
 LB1262
 LB1262  NAVD 88 (06/15/91)  200.180  (m)          656.76   (f) SUPERSEDED  1 2
 LB1262  NGVD 29 (??/??/92)  200.250  (m)          656.99   (f) ADJ UNCH    1 2
 LB1262
 LB1262.Superseded values are not recommended for survey control.
 LB1262
 LB1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1262.See file dsdata.pdf to determine how the superseded data were derived.
 LB1262
 LB1262_MARKER: X = CHISELED CROSS
 LB1262_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB1262_SP_SET: BRIDGE PARAPET
 LB1262_MARK LOGO: NONE
 LB1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1262+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2016
 LB1262
 LB1262  HISTORY     - Date     Condition        Report By
 LB1262  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1262  HISTORY     - 1946     GOOD             CGS
 LB1262  HISTORY     - 20160205 GOOD             AMESC
 LB1262
 LB1262                          STATION DESCRIPTION
 LB1262
 LB1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1262'0.4 MI S FROM ADE.
 LB1262'0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1262'STATION AT ADE, NEWTON COUNTY, 1/3 MILE NORTH OF MILEPOST 75,
 LB1262'75 YARDS SOUTH OF A WHISTLE POST, AT BRIDGE 74.66, ON THE TOP OF
 LB1262'THE NORTHEAST CORNER OF THE NORTH PARAPET, 7 FEET EAST OF THE
 LB1262'EAST RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN
 LB1262'THE RAIL.  A CHISELED CROSS.
 LB1262
 LB1262                          STATION RECOVERY (2016)
 LB1262
 LB1262'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1262'RECOVERED IN GOOD CONDITION.
 LB1262'
 LB1262'NOTE-THE STATION IS 20 FT (6.1 M) EAST OF THE EAST RAIL OF THE WEST
 LB1262'SET OF TRACKS, 28 INCHES (71 CM) NORTH OF THE SOUTH FACE OF THE
 LB1262'PARAPET, 2 INCHES (5 CM) SOUTH OF THE NORTH EDGE OF THE PARAPET AND
 LB1262'1.5 INCHES (4 CM) WEST OF THE EAST EDGE OF THE PARAPET.
 LB1262'
 LB1262'THE TRACKS ARE ABANDONED AND OVER GROWN, THE EAST SET OF TRACK HAS
 LB1262'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1111 ***********************************************************************
 ME1111  DESIGNATION -  85.564
 ME1111  PID         -  ME1111
 ME1111  STATE/COUNTY-  IN/NEWTON
 ME1111  COUNTRY     -  US
 ME1111  USGS QUAD   -  SCHNEIDER (2019)
 ME1111
 ME1111                         *CURRENT SURVEY CONTROL
 ME1111  ______________________________________________________________________
 ME1111* NAD 83(1986) POSITION- 41 07 38.     (N) 087 26 45.     (W)   SCALED
 ME1111* NAVD 88 ORTHO HEIGHT -   200.369 (meters)      657.38  (feet) ADJUSTED
 ME1111  ______________________________________________________________________
 ME1111  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 ME1111  DYNAMIC HEIGHT  -        200.284 (meters)      657.10  (feet) COMP
 ME1111  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 ME1111
 ME1111  VERT ORDER      -  FIRST     CLASS II
 ME1111
 ME1111.The horizontal coordinates were scaled from a map and have
 ME1111.an estimated accuracy of +/- 6 seconds.
 ME1111
 ME1111.The orthometric height was determined by differential leveling and
 ME1111.adjusted by the NATIONAL GEODETIC SURVEY
 ME1111.in June 1991.
 ME1111
 ME1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1111.GEOID18 height accuracy estimate available here.
 ME1111
 ME1111.Click photographs - Photos may exist for this station.
 ME1111
 ME1111.The dynamic height is computed by dividing the NAVD 88
 ME1111.geopotential number by the normal gravity value computed on the
 ME1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1111.degrees latitude (g = 980.6199 gals.).
 ME1111
 ME1111.The modeled gravity was interpolated from observed gravity values.
 ME1111
 ME1111;                    North         East    Units  Estimated Accuracy
 ME1111;SPC IN W     -   652,750.      869,560.      MT  (+/- 180 meters Scaled)
 ME1111
 ME1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625529(NAD 83)
 ME1111
 ME1111                          SUPERSEDED SURVEY CONTROL
 ME1111
 ME1111  NGVD 29 (??/??/92)  200.454  (m)          657.66   (f) ADJ UNCH    1 2
 ME1111
 ME1111.Superseded values are not recommended for survey control.
 ME1111
 ME1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1111.See file dsdata.pdf to determine how the superseded data were derived.
 ME1111
 ME1111_MARKER: X = CHISELED CROSS
 ME1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1111_SP_SET: CULVERT
 ME1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1111
 ME1111  HISTORY     - Date     Condition        Report By
 ME1111  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1111  HISTORY     - 1934     GOOD             CGS
 ME1111
 ME1111                          STATION DESCRIPTION
 ME1111
 ME1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1111'0.7 MI S FROM LAKE VILLAGE.
 ME1111'0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1111'STATION AT LAKE VILLAGE, NEWTON COUNTY, 0.2 MILE SOUTH OF MILEPOST
 ME1111'56, AT 36-INCH CAST-IRON PIPE CULVERT 56.18, ON THE EAST END OF
 ME1111'THE SOUTH PIPE, 29.2 FEET EAST OF THE EAST RAIL, AND ABOUT 4
 ME1111'FEET BELOW THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1255 ***********************************************************************
 LB1255  DESIGNATION -  86.100
 LB1255  PID         -  LB1255
 LB1255  STATE/COUNTY-  IN/NEWTON
 LB1255  COUNTRY     -  US
 LB1255  USGS QUAD   -  KENTLAND (2019)
 LB1255
 LB1255                         *CURRENT SURVEY CONTROL
 LB1255  ______________________________________________________________________
 LB1255* NAD 83(1986) POSITION- 40 48 18.     (N) 087 26 54.     (W)   SCALED
 LB1255* NAVD 88 ORTHO HEIGHT -   200.512 (meters)      657.85  (feet) ADJUSTED
 LB1255  ______________________________________________________________________
 LB1255  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 LB1255  DYNAMIC HEIGHT  -        200.422 (meters)      657.55  (feet) COMP
 LB1255  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 LB1255
 LB1255  VERT ORDER      -  FIRST     CLASS II
 LB1255
 LB1255.The horizontal coordinates were scaled from a map and have
 LB1255.an estimated accuracy of +/- 6 seconds.
 LB1255
 LB1255.The orthometric height was determined by differential leveling and
 LB1255.adjusted by the NATIONAL GEODETIC SURVEY
 LB1255.in June 1991.
 LB1255
 LB1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1255.GEOID18 height accuracy estimate available here.
 LB1255
 LB1255.Click photographs - Photos may exist for this station.
 LB1255
 LB1255.The dynamic height is computed by dividing the NAVD 88
 LB1255.geopotential number by the normal gravity value computed on the
 LB1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1255.degrees latitude (g = 980.6199 gals.).
 LB1255
 LB1255.The modeled gravity was interpolated from observed gravity values.
 LB1255
 LB1255;                    North         East    Units  Estimated Accuracy
 LB1255;SPC IN W     -   616,970.      869,200.      MT  (+/- 180 meters Scaled)
 LB1255
 LB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621172(NAD 83)
 LB1255
 LB1255                          SUPERSEDED SURVEY CONTROL
 LB1255
 LB1255  NGVD 29 (??/??/92)  200.579  (m)          658.07   (f) ADJ UNCH    1 2
 LB1255
 LB1255.Superseded values are not recommended for survey control.
 LB1255
 LB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1255.See file dsdata.pdf to determine how the superseded data were derived.
 LB1255
 LB1255_MARKER: X = CHISELED CROSS
 LB1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1255_SP_SET: BRIDGE PARAPET
 LB1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1255
 LB1255  HISTORY     - Date     Condition        Report By
 LB1255  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1255  HISTORY     - 1934     GOOD             CGS
 LB1255
 LB1255                          STATION DESCRIPTION
 LB1255
 LB1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1255'2.4 MI N FROM KENTLAND.
 LB1255'2.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1255'STATION AT KENTLAND, NEWTON COUNTY, 1/2 MILE NORTH OF MILEPOST 79,
 LB1255'AT BRIDGE 78.55, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 LB1255'PARAPET, 7.5 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK,
 LB1255'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1265 ***********************************************************************
 LB1265  DESIGNATION -  86.748
 LB1265  PID         -  LB1265
 LB1265  STATE/COUNTY-  IN/NEWTON
 LB1265  COUNTRY     -  US
 LB1265  USGS QUAD   -  MOROCCO (2019)
 LB1265
 LB1265                         *CURRENT SURVEY CONTROL
 LB1265  ______________________________________________________________________
 LB1265* NAD 83(1986) POSITION- 40 52 54.77   (N) 087 26 44.42   (W)   HD_HELD1
 LB1265* NAVD 88 ORTHO HEIGHT -   200.619 (meters)      658.20  (feet) ADJUSTED
 LB1265  ______________________________________________________________________
 LB1265  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 LB1265  DYNAMIC HEIGHT  -        200.531 (meters)      657.91  (feet) COMP
 LB1265  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 LB1265
 LB1265  VERT ORDER      -  SECOND    CLASS I
 LB1265
 LB1265.The horizontal coordinates were determined by differentially corrected
 LB1265.hand held GPS observations or other comparable positioning techniques
 LB1265.and have an estimated accuracy of +/- 3 meters.
 LB1265
 LB1265.The orthometric height was determined by differential leveling and
 LB1265.adjusted by the NATIONAL GEODETIC SURVEY
 LB1265.in May 2016.
 LB1265
 LB1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1265.GEOID18 height accuracy estimate available here.
 LB1265
 LB1265.Click photographs - Photos may exist for this station.
 LB1265
 LB1265.The dynamic height is computed by dividing the NAVD 88
 LB1265.geopotential number by the normal gravity value computed on the
 LB1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1265.degrees latitude (g = 980.6199 gals.).
 LB1265
 LB1265.The modeled gravity was interpolated from observed gravity values.
 LB1265
 LB1265;                    North         East    Units  Estimated Accuracy
 LB1265;SPC IN W     -   625,504.3     869,461.2     MT  (+/- 3 meters HH1 GPS) 
 LB1265
 LB1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6245125740(NAD 83)
 LB1265
 LB1265                          SUPERSEDED SURVEY CONTROL
 LB1265
 LB1265  NAVD 88 (06/15/91)  200.678  (m)          658.39   (f) SUPERSEDED  1 2
 LB1265  NGVD 29 (??/??/92)  200.750  (m)          658.63   (f) ADJ UNCH    1 2
 LB1265
 LB1265.Superseded values are not recommended for survey control.
 LB1265
 LB1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1265.See file dsdata.pdf to determine how the superseded data were derived.
 LB1265
 LB1265_MARKER: X = CHISELED CROSS
 LB1265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1265_SP_SET: CULVERT
 LB1265_MARK LOGO: NONE
 LB1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1265+STABILITY: SURFACE MOTION
 LB1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1265+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 LB1265
 LB1265  HISTORY     - Date     Condition        Report By
 LB1265  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1265  HISTORY     - 1934     GOOD             CGS
 LB1265  HISTORY     - 20160204 GOOD             AMESC
 LB1265
 LB1265                          STATION DESCRIPTION
 LB1265
 LB1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1265'0.9 MI N FROM ADE.
 LB1265'0.9 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1265'STATION AT ADE, NEWTON COUNTY, 1/4 MILE SOUTH OF MILEPOST 73, 35
 LB1265'YARDS NORTHEAST OF SECTION POST 2845, AT CULVERT 73.26, ON THE
 LB1265'TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 12 FEET EAST
 LB1265'OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET LOWER THAN
 LB1265'THE RAIL.  A CHISELED CROSS.
 LB1265
 LB1265                          STATION RECOVERY (2016)
 LB1265
 LB1265'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1265'RECOVERED IN GOOD CONDITION.
 LB1265'
 LB1265'NOTE-THE STATION IS 1.5 INCHES (4 CM) SOUTH OF THE NORTH END OF AN 8.5
 LB1265'FT (2.6 M) LONG HEADWALL AND 1.5 INCHES (4 CM) WEST OF THE EAST FACE
 LB1265'OF THE HEADWALL.
 LB1265'
 LB1265'THE TRACKS ARE ABANDONED AND OVER GROWN, THE EAST SET OF TRACK HAS
 LB1265'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0891 ***********************************************************************
 MD0891  DESIGNATION -  865.4 RM
 MD0891  PID         -  MD0891
 MD0891  STATE/COUNTY-  IN/WHITLEY
 MD0891  COUNTRY     -  US
 MD0891  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0891
 MD0891                         *CURRENT SURVEY CONTROL
 MD0891  ______________________________________________________________________
 MD0891* NAD 83(1986) POSITION- 41 11 59.     (N) 085 27 45.     (W)   SCALED
 MD0891* NAVD 88 ORTHO HEIGHT -   263.622 (meters)      864.90  (feet) ADJUSTED
 MD0891  ______________________________________________________________________
 MD0891  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 MD0891  DYNAMIC HEIGHT  -        263.521 (meters)      864.57  (feet) COMP
 MD0891  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 MD0891
 MD0891  VERT ORDER      -  SECOND    CLASS 0
 MD0891
 MD0891.The horizontal coordinates were scaled from a map and have
 MD0891.an estimated accuracy of +/- 6 seconds.
 MD0891
 MD0891.The orthometric height was determined by differential leveling and
 MD0891.adjusted by the NATIONAL GEODETIC SURVEY
 MD0891.in June 1991.
 MD0891
 MD0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0891.GEOID18 height accuracy estimate available here.
 MD0891
 MD0891.Click photographs - Photos may exist for this station.
 MD0891
 MD0891.The dynamic height is computed by dividing the NAVD 88
 MD0891.geopotential number by the normal gravity value computed on the
 MD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0891.degrees latitude (g = 980.6199 gals.).
 MD0891
 MD0891.The modeled gravity was interpolated from observed gravity values.
 MD0891
 MD0891;                    North         East    Units  Estimated Accuracy
 MD0891;SPC IN E     -   660,760.      117,130.      MT  (+/- 180 meters Scaled)
 MD0891
 MD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289620(NAD 83)
 MD0891
 MD0891                          SUPERSEDED SURVEY CONTROL
 MD0891
 MD0891  NGVD 29 (??/??/92)  263.783  (m)          865.43   (f) ADJ UNCH    2 0
 MD0891
 MD0891.Superseded values are not recommended for survey control.
 MD0891
 MD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0891.See file dsdata.pdf to determine how the superseded data were derived.
 MD0891
 MD0891_MARKER: Q = CHISELED SQUARE
 MD0891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0891_SP_SET: CULVERT HEADWALL
 MD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0891+STABILITY: SURFACE MOTION
 MD0891
 MD0891  HISTORY     - Date     Condition        Report By
 MD0891  HISTORY     - UNK      MONUMENTED       USGS
 MD0891  HISTORY     - 1962     GOOD             CGS
 MD0891
 MD0891                          STATION DESCRIPTION
 MD0891
 MD0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0891'3.6 MI NE FROM COLUMBIA CITY.
 MD0891'ABOUT 3.6 MILES N ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0891'IN COLUMBIA CITY, ABOUT 70 YARDS S OF SE CORNER OF THORN CREEK
 MD0891'BETHEL CHURCH, 24 FEET W OF CENTER LINE OF HWY., ABOUT LEVEL WITH
 MD0891'SAME, 21 FEET N OF CENTER LINE OF A ROAD LEADING W, A CHISELED
 MD0891'SQUARE IN THE SE CORNER OF A RIGHT-ANGLED 4-FOOT-EAST-WING CONCRETE
 MD0891'HEADWALL OF A 15-INCH IRON PIPE CULVERT UNDER THE ROAD LEADING W,
 MD0891'AND ON THE PROJECTED CENTER LINE OF THE ASPHALT ROAD FROM THE
 MD0891'EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0890 ***********************************************************************
 MD0890  DESIGNATION -  868 125 M
 MD0890  PID         -  MD0890
 MD0890  STATE/COUNTY-  IN/WHITLEY
 MD0890  COUNTRY     -  US
 MD0890  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0890
 MD0890                         *CURRENT SURVEY CONTROL
 MD0890  ______________________________________________________________________
 MD0890* NAD 83(1986) POSITION- 41 11 59.     (N) 085 27 45.     (W)   SCALED
 MD0890* NAVD 88 ORTHO HEIGHT -   264.394 (meters)      867.43  (feet) ADJUSTED
 MD0890  ______________________________________________________________________
 MD0890  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 MD0890  DYNAMIC HEIGHT  -        264.293 (meters)      867.10  (feet) COMP
 MD0890  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 MD0890
 MD0890  VERT ORDER      -  SECOND    CLASS 0
 MD0890
 MD0890.The horizontal coordinates were scaled from a map and have
 MD0890.an estimated accuracy of +/- 6 seconds.
 MD0890
 MD0890.The orthometric height was determined by differential leveling and
 MD0890.adjusted by the NATIONAL GEODETIC SURVEY
 MD0890.in June 1991.
 MD0890
 MD0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0890.GEOID18 height accuracy estimate available here.
 MD0890
 MD0890.Click photographs - Photos may exist for this station.
 MD0890
 MD0890.The dynamic height is computed by dividing the NAVD 88
 MD0890.geopotential number by the normal gravity value computed on the
 MD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0890.degrees latitude (g = 980.6199 gals.).
 MD0890
 MD0890.The modeled gravity was interpolated from observed gravity values.
 MD0890
 MD0890;                    North         East    Units  Estimated Accuracy
 MD0890;SPC IN E     -   660,760.      117,130.      MT  (+/- 180 meters Scaled)
 MD0890
 MD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289620(NAD 83)
 MD0890
 MD0890                          SUPERSEDED SURVEY CONTROL
 MD0890
 MD0890  NGVD 29 (??/??/92)  264.556  (m)          867.96   (f) ADJ UNCH    2 0
 MD0890
 MD0890.Superseded values are not recommended for survey control.
 MD0890
 MD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0890.See file dsdata.pdf to determine how the superseded data were derived.
 MD0890
 MD0890_MARKER: DD = SURVEY DISK
 MD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0890_STAMPING: 868 125 M 1945
 MD0890_MARK LOGO: USGS
 MD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0890+STABILITY: SURFACE MOTION
 MD0890
 MD0890  HISTORY     - Date     Condition        Report By
 MD0890  HISTORY     - 1945     MONUMENTED       USGS
 MD0890  HISTORY     - 1962     GOOD             CGS
 MD0890  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0890
 MD0890                          STATION DESCRIPTION
 MD0890
 MD0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0890'3.6 MI N FROM COLUMBIA CITY.
 MD0890'ABOUT 3.6 MILES N ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0890'IN COLUMBIA CITY, ABOUT 84 YARDS S OF SE CORNER OF THORN CREEK
 MD0890'BETHEL CHURCH, 46-1/2 FEET W OF CENTER LINE OF HWY., 2.5 FEET
 MD0890'HIGHER THAN SAME, 19 FEET S OF CENTER LINE OF ROAD LEADING W, 5.5
 MD0890'FEET W OF FENCE CORNER, AND PROJECTING 0.3 FOOT ABOVE GROUND.
 MD0890
 MD0890                          STATION RECOVERY (1992)
 MD0890
 MD0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0890'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0135 ***********************************************************************
 JA0135  DESIGNATION -  87 CH
 JA0135  PID         -  JA0135
 JA0135  STATE/COUNTY-  IN/LAWRENCE
 JA0135  COUNTRY     -  US
 JA0135  USGS QUAD   -  BEDFORD EAST (2019)
 JA0135
 JA0135                         *CURRENT SURVEY CONTROL
 JA0135  ______________________________________________________________________
 JA0135* NAD 83(1986) POSITION- 38 51 49.1    (N) 086 29 08.2    (W)   HD_HELD2
 JA0135* NAVD 88 ORTHO HEIGHT -   216.142 (meters)      709.13  (feet) ADJUSTED
 JA0135  ______________________________________________________________________
 JA0135  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 JA0135  DYNAMIC HEIGHT  -        216.008 (meters)      708.69  (feet) COMP
 JA0135  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JA0135
 JA0135  VERT ORDER      -  FIRST     CLASS II
 JA0135
 JA0135.The horizontal coordinates were established by autonomous hand held GPS
 JA0135.observations and have an estimated accuracy of +/- 10 meters.
 JA0135
 JA0135.The orthometric height was determined by differential leveling and
 JA0135.adjusted by the NATIONAL GEODETIC SURVEY
 JA0135.in June 1991.
 JA0135
 JA0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0135.GEOID18 height accuracy estimate available here.
 JA0135
 JA0135.Click photographs - Photos may exist for this station.
 JA0135
 JA0135.The dynamic height is computed by dividing the NAVD 88
 JA0135.geopotential number by the normal gravity value computed on the
 JA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0135.degrees latitude (g = 980.6199 gals.).
 JA0135
 JA0135.The modeled gravity was interpolated from observed gravity values.
 JA0135
 JA0135;                    North         East    Units  Estimated Accuracy
 JA0135;SPC IN W     -   401,529.      951,876.      MT  (+/- 10 meters HH2 GPS)
 JA0135
 JA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4462701770(NAD 83)
 JA0135
 JA0135                          SUPERSEDED SURVEY CONTROL
 JA0135
 JA0135  NGVD 29 (??/??/92)  216.258  (m)          709.51   (f) ADJ UNCH    1 2
 JA0135
 JA0135.Superseded values are not recommended for survey control.
 JA0135
 JA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0135.See file dsdata.pdf to determine how the superseded data were derived.
 JA0135
 JA0135_MARKER: DD = SURVEY DISK
 JA0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0135_SP_SET: BUILDING
 JA0135_STAMPING: 709 87 HC 1941
 JA0135_MARK LOGO: USGS
 JA0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0135+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2025
 JA0135
 JA0135  HISTORY     - Date     Condition        Report By
 JA0135  HISTORY     - 1941     MONUMENTED       USGS
 JA0135  HISTORY     - 1949     GOOD             CGS
 JA0135  HISTORY     - 20250601 GOOD             INDIV
 JA0135
 JA0135                          STATION DESCRIPTION
 JA0135
 JA0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0135'AT BEDFORD.
 JA0135'AT BEDFORD, AT THE POST OFFICE ON THE CORNER OF K AND 14TH
 JA0135'STREET, SET IN THE TOP OF A CONCRETE BLOCK AT THE END OF THE
 JA0135'SOUTH BANNISTER AT THE MAIN ENTRANCE AND ABOUT 2 FEET ABOVE
 JA0135'THE LEVEL OF THE SIDEWALK.
 JA0135
 JA0135                          STATION RECOVERY (2025)
 JA0135
 JA0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (KAW)
 JA0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1110 ***********************************************************************
 ME1110  DESIGNATION -  87.325
 ME1110  PID         -  ME1110
 ME1110  STATE/COUNTY-  IN/NEWTON
 ME1110  COUNTRY     -  US
 ME1110  USGS QUAD   -  ENOS (2019)
 ME1110
 ME1110                         *CURRENT SURVEY CONTROL
 ME1110  ______________________________________________________________________
 ME1110* NAD 83(1986) POSITION- 41 07 06.     (N) 087 26 44.     (W)   SCALED
 ME1110* NAVD 88 ORTHO HEIGHT -   200.906 (meters)      659.14  (feet) ADJUSTED
 ME1110  ______________________________________________________________________
 ME1110  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 ME1110  DYNAMIC HEIGHT  -        200.820 (meters)      658.86  (feet) COMP
 ME1110  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 ME1110
 ME1110  VERT ORDER      -  FIRST     CLASS II
 ME1110
 ME1110.The horizontal coordinates were scaled from a map and have
 ME1110.an estimated accuracy of +/- 6 seconds.
 ME1110
 ME1110.The orthometric height was determined by differential leveling and
 ME1110.adjusted by the NATIONAL GEODETIC SURVEY
 ME1110.in June 1991.
 ME1110
 ME1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1110.GEOID18 height accuracy estimate available here.
 ME1110
 ME1110.Click photographs - Photos may exist for this station.
 ME1110
 ME1110.The dynamic height is computed by dividing the NAVD 88
 ME1110.geopotential number by the normal gravity value computed on the
 ME1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1110.degrees latitude (g = 980.6199 gals.).
 ME1110
 ME1110.The modeled gravity was interpolated from observed gravity values.
 ME1110
 ME1110;                    North         East    Units  Estimated Accuracy
 ME1110;SPC IN W     -   651,760.      869,580.      MT  (+/- 180 meters Scaled)
 ME1110
 ME1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625519(NAD 83)
 ME1110
 ME1110                          SUPERSEDED SURVEY CONTROL
 ME1110
 ME1110  NGVD 29 (??/??/92)  200.991  (m)          659.42   (f) ADJ UNCH    1 2
 ME1110
 ME1110.Superseded values are not recommended for survey control.
 ME1110
 ME1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1110.See file dsdata.pdf to determine how the superseded data were derived.
 ME1110
 ME1110_MARKER: X = CHISELED CROSS
 ME1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1110_SP_SET: CULVERT
 ME1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1110
 ME1110  HISTORY     - Date     Condition        Report By
 ME1110  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1110  HISTORY     - 1934     GOOD             CGS
 ME1110
 ME1110                          STATION DESCRIPTION
 ME1110
 ME1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1110'0.8 MI N FROM CONRAD.
 ME1110'0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ME1110'AT CONRAD, NEWTON COUNTY, 0.2 MILE NORTH OF MILEPOST 57, 40 YARDS
 ME1110'EAST OF STATION STAKE 1980, AT THE EAST END OF CAST-IRON PIPE
 ME1110'CULVERT 56.87, ON THE TOP OF THE BELL, 29.5 FEET EAST OF THE
 ME1110'EAST RAIL, AND 3.5 FEET BELOW THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1259 ***********************************************************************
 LB1259  DESIGNATION -  87.707
 LB1259  PID         -  LB1259
 LB1259  STATE/COUNTY-  IN/NEWTON
 LB1259  COUNTRY     -  US
 LB1259  USGS QUAD   -  KENTLAND (2019)
 LB1259
 LB1259                         *CURRENT SURVEY CONTROL
 LB1259  ______________________________________________________________________
 LB1259* NAD 83(1986) POSITION- 40 50 53.     (N) 087 26 46.     (W)   SCALED
 LB1259* NAVD 88 ORTHO HEIGHT -   200.975 (meters)      659.37  (feet) ADJUSTED
 LB1259  ______________________________________________________________________
 LB1259  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 LB1259  DYNAMIC HEIGHT  -        200.886 (meters)      659.07  (feet) COMP
 LB1259  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 LB1259
 LB1259  VERT ORDER      -  FIRST     CLASS II
 LB1259
 LB1259.The horizontal coordinates were scaled from a map and have
 LB1259.an estimated accuracy of +/- 6 seconds.
 LB1259
 LB1259.The orthometric height was determined by differential leveling and
 LB1259.adjusted by the NATIONAL GEODETIC SURVEY
 LB1259.in June 1991.
 LB1259
 LB1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1259.GEOID18 height accuracy estimate available here.
 LB1259
 LB1259.Click photographs - Photos may exist for this station.
 LB1259
 LB1259.The dynamic height is computed by dividing the NAVD 88
 LB1259.geopotential number by the normal gravity value computed on the
 LB1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1259.degrees latitude (g = 980.6199 gals.).
 LB1259
 LB1259.The modeled gravity was interpolated from observed gravity values.
 LB1259
 LB1259;                    North         East    Units  Estimated Accuracy
 LB1259;SPC IN W     -   621,750.      869,410.      MT  (+/- 180 meters Scaled)
 LB1259
 LB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623219(NAD 83)
 LB1259
 LB1259                          SUPERSEDED SURVEY CONTROL
 LB1259
 LB1259  NGVD 29 (??/??/92)  201.045  (m)          659.60   (f) ADJ UNCH    1 2
 LB1259
 LB1259.Superseded values are not recommended for survey control.
 LB1259
 LB1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1259.See file dsdata.pdf to determine how the superseded data were derived.
 LB1259
 LB1259_MARKER: X = CHISELED CROSS
 LB1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1259_SP_SET: CULVERT
 LB1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1259
 LB1259  HISTORY     - Date     Condition        Report By
 LB1259  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1259  HISTORY     - 1934     GOOD             CGS
 LB1259
 LB1259                          STATION DESCRIPTION
 LB1259
 LB1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1259'1.5 MI S FROM ADE.
 LB1259'1.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1259'STATION AT ADE, NEWTON COUNTY, 0.4 MILE NORTH OF MILEPOST 76,
 LB1259'30 YARDS SOUTH OF A WHISTLE POST, AT CULVERT 75.60, ON THE TOP
 LB1259'OF THE NORTHEAST CORNER OF THE EAST HEADWALL, 10 FEET EAST OF THE
 LB1259'EAST RAIL OF THE NORTH-BOUND TRACK, AND 1.5 FEET LOWER THAN THE
 LB1259'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1264 ***********************************************************************
 LB1264  DESIGNATION -  87.742
 LB1264  PID         -  LB1264
 LB1264  STATE/COUNTY-  IN/NEWTON
 LB1264  COUNTRY     -  US
 LB1264  USGS QUAD   -  MOROCCO (2019)
 LB1264
 LB1264                         *CURRENT SURVEY CONTROL
 LB1264  ______________________________________________________________________
 LB1264* NAD 83(1986) POSITION- 40 52 35.29   (N) 087 26 45.26   (W)   HD_HELD1
 LB1264* NAVD 88 ORTHO HEIGHT -   200.994 (meters)      659.43  (feet) ADJUSTED
 LB1264  ______________________________________________________________________
 LB1264  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 LB1264  DYNAMIC HEIGHT  -        200.905 (meters)      659.14  (feet) COMP
 LB1264  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 LB1264
 LB1264  VERT ORDER      -  FIRST     CLASS II
 LB1264
 LB1264.The horizontal coordinates were determined by differentially corrected
 LB1264.hand held GPS observations or other comparable positioning techniques
 LB1264.and have an estimated accuracy of +/- 3 meters.
 LB1264
 LB1264.The orthometric height was determined by differential leveling and
 LB1264.adjusted by the NATIONAL GEODETIC SURVEY
 LB1264.in June 1991.
 LB1264
 LB1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1264.GEOID18 height accuracy estimate available here.
 LB1264
 LB1264.Click photographs - Photos may exist for this station.
 LB1264
 LB1264.The dynamic height is computed by dividing the NAVD 88
 LB1264.geopotential number by the normal gravity value computed on the
 LB1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1264.degrees latitude (g = 980.6199 gals.).
 LB1264
 LB1264.The modeled gravity was interpolated from observed gravity values.
 LB1264
 LB1264;                    North         East    Units  Estimated Accuracy
 LB1264;SPC IN W     -   624,903.5     869,439.0     MT  (+/- 3 meters HH1 GPS) 
 LB1264
 LB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6242825139(NAD 83)
 LB1264
 LB1264                          SUPERSEDED SURVEY CONTROL
 LB1264
 LB1264  NGVD 29 (??/??/92)  201.065  (m)          659.66   (f) ADJ UNCH    1 2
 LB1264
 LB1264.Superseded values are not recommended for survey control.
 LB1264
 LB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1264.See file dsdata.pdf to determine how the superseded data were derived.
 LB1264
 LB1264_MARKER: X = CHISELED CROSS
 LB1264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB1264_SP_SET: BRIDGE ABUTMENT
 LB1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1264+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 LB1264
 LB1264  HISTORY     - Date     Condition        Report By
 LB1264  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1264  HISTORY     - 1946     GOOD             CGS
 LB1264  HISTORY     - 20160204 GOOD             AMESC
 LB1264
 LB1264                          STATION DESCRIPTION
 LB1264
 LB1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1264'0.5 MI N FROM ADE.
 LB1264'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1264'STATION AT ADE, NEWTON COUNTY, 0.4 MILE NORTH OF MILEPOST 74,
 LB1264'AT BRIDGE 73.63, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 LB1264'ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND 2.5 FEET LOWER THAN
 LB1264'THE RAIL.  A CHISELED CROSS.
 LB1264
 LB1264                          STATION RECOVERY (2016)
 LB1264
 LB1264'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1264'RECOVERED IN GOOD CONDITIN.
 LB1264'
 LB1264'NOTE-THE STATION IS 22 FT (6.7 M) EAST OF THE EAST RAIL OF THE WEST
 LB1264'SET OF TRACKS, 45 INCHES (114 CM) NORTH OF THE SOUTH FACE OF THE
 LB1264'ABUTMENT, 1.5 INCHES (4 CM) SOUTH OF THE BACK OF ABUTMENT, 1.5 INCHES
 LB1264'(4 CM) WEST OF THE EAST END OF THE ABUTMENT AND ABOUT 1 FT (0.3 M)
 LB1264'DEEP.
 LB1264'
 LB1264'THE TRACKS HAVE BEEN ABANDONED AND OVER GROWN, THE EAST SET OF TRACKS
 LB1264'HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0823 ***********************************************************************
 MD0823  DESIGNATION -  873.5
 MD0823  PID         -  MD0823
 MD0823  STATE/COUNTY-  IN/WHITLEY
 MD0823  COUNTRY     -  US
 MD0823  USGS QUAD   -  CHURUBUSCO (2019)
 MD0823
 MD0823                         *CURRENT SURVEY CONTROL
 MD0823  ______________________________________________________________________
 MD0823* NAD 83(1986) POSITION- 41 11 10.     (N) 085 21 11.     (W)   SCALED
 MD0823* NAVD 88 ORTHO HEIGHT -   266.064 (meters)      872.91  (feet) ADJUSTED
 MD0823  ______________________________________________________________________
 MD0823  GEOID HEIGHT    -        -32.773 (meters)                     GEOID18
 MD0823  DYNAMIC HEIGHT  -        265.965 (meters)      872.59  (feet) COMP
 MD0823  MODELED GRAVITY -    980,243.2   (mgal)                       NAVD 88
 MD0823
 MD0823  VERT ORDER      -  SECOND    CLASS 0
 MD0823
 MD0823.The horizontal coordinates were scaled from a map and have
 MD0823.an estimated accuracy of +/- 6 seconds.
 MD0823
 MD0823.The orthometric height was determined by differential leveling and
 MD0823.adjusted by the NATIONAL GEODETIC SURVEY
 MD0823.in June 1991.
 MD0823
 MD0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0823.GEOID18 height accuracy estimate available here.
 MD0823
 MD0823.Click photographs - Photos may exist for this station.
 MD0823
 MD0823.The dynamic height is computed by dividing the NAVD 88
 MD0823.geopotential number by the normal gravity value computed on the
 MD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0823.degrees latitude (g = 980.6199 gals.).
 MD0823
 MD0823.The modeled gravity was interpolated from observed gravity values.
 MD0823
 MD0823;                    North         East    Units  Estimated Accuracy
 MD0823;SPC IN E     -   659,270.      126,310.      MT  (+/- 180 meters Scaled)
 MD0823
 MD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL381607(NAD 83)
 MD0823
 MD0823                          SUPERSEDED SURVEY CONTROL
 MD0823
 MD0823  NGVD 29 (??/??/92)  266.220  (m)          873.42   (f) ADJ UNCH    2 0
 MD0823
 MD0823.Superseded values are not recommended for survey control.
 MD0823
 MD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0823.See file dsdata.pdf to determine how the superseded data were derived.
 MD0823
 MD0823_MARKER: Q = CHISELED SQUARE
 MD0823_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD0823_SP_SET: FENCE POST FOOTING
 MD0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0823
 MD0823  HISTORY     - Date     Condition        Report By
 MD0823  HISTORY     - UNK      MONUMENTED       USGS
 MD0823  HISTORY     - 1962     GOOD             CGS
 MD0823
 MD0823                          STATION DESCRIPTION
 MD0823
 MD0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0823'4.7 MI SW FROM CHURUBUSCO.
 MD0823'ABOUT 3.0 MILES SW LY ALONG NO. 205 INDIANA HWY. FROM ITS
 MD0823'INTERSECTION WITH NO. 33 U.S. HWY. AT THE CORNER OF WHITLEY AND
 MD0823'MAIN STREETS IN CHURUBURSCO, THENCE 0.5 MILE S ON COUNTY ROAD,
 MD0823'THENCE 0.2 MILE E, THENCE 1.0 MILE S ON JOHNSON ROAD TO CONCORD
 MD0823'CEMETERY AND THE MARK ON THE LEFT, 40 FEET N OF CENTER LINE OF
 MD0823'NO. 150 N COUNTY ROAD, 19 FEET E OF CENTER LINE OF JOHNSON ROAD,
 MD0823'1.5 FEET HIGHER THAN SAME, 0.6 FOOT SW OF A RAILROAD-RAIL STEEL
 MD0823'FENCE POST, A SMALL SQUARE CHISELED IN THE TOP OF THE CONCRETE
 MD0823'ANCHOR-FOOTING OF THE POST.  IT IS ABOUT 60 YARDS WNW OF BENCH
 MD0823'MARK X 196.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0509 ***********************************************************************
 LB0509  DESIGNATION -  875.50
 LB0509  PID         -  LB0509
 LB0509  STATE/COUNTY-  IN/TIPTON
 LB0509  COUNTRY     -  US
 LB0509  USGS QUAD   -  TIPTON (2019)
 LB0509
 LB0509                         *CURRENT SURVEY CONTROL
 LB0509  ______________________________________________________________________
 LB0509* NAD 83(1986) POSITION- 40 16 54.26   (N) 086 02 27.44   (W)   HD_HELD1
 LB0509* NAVD 88 ORTHO HEIGHT -   267.114 (meters)      876.36  (feet) ADJUSTED
 LB0509  ______________________________________________________________________
 LB0509  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB0509  DYNAMIC HEIGHT  -        266.970 (meters)      875.88  (feet) COMP
 LB0509  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LB0509
 LB0509  VERT ORDER      -  SECOND    CLASS 0
 LB0509
 LB0509.The horizontal coordinates were determined by differentially corrected
 LB0509.hand held GPS observations or other comparable positioning techniques
 LB0509.and have an estimated accuracy of +/- 3 meters.
 LB0509
 LB0509.The orthometric height was determined by differential leveling and
 LB0509.adjusted by the NATIONAL GEODETIC SURVEY
 LB0509.in June 1991.
 LB0509
 LB0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0509.GEOID18 height accuracy estimate available here.
 LB0509
 LB0509.Click photographs - Photos may exist for this station.
 LB0509
 LB0509.The dynamic height is computed by dividing the NAVD 88
 LB0509.geopotential number by the normal gravity value computed on the
 LB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0509.degrees latitude (g = 980.6199 gals.).
 LB0509
 LB0509.The modeled gravity was interpolated from observed gravity values.
 LB0509
 LB0509;                    North         East    Units  Estimated Accuracy
 LB0509;SPC IN E     -   558,867.3      68,170.8     MT  (+/- 3 meters HH1 GPS) 
 LB0509
 LB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8152659469(NAD 83)
 LB0509
 LB0509                          SUPERSEDED SURVEY CONTROL
 LB0509
 LB0509  NGVD 29 (??/??/92)  267.235  (m)          876.75   (f) ADJ UNCH    2 0
 LB0509
 LB0509.Superseded values are not recommended for survey control.
 LB0509
 LB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0509.See file dsdata.pdf to determine how the superseded data were derived.
 LB0509
 LB0509_MARKER: Z = SEE DESCRIPTION
 LB0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0509_SP_SET: BUILDING
 LB0509_STAMPING: 875.50 FT ABOVE SEA LEVEL
 LB0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0509
 LB0509  HISTORY     - Date     Condition        Report By
 LB0509  HISTORY     - UNK      MONUMENTED       LOCENG
 LB0509  HISTORY     - 1946     GOOD             CGS
 LB0509
 LB0509                          STATION DESCRIPTION
 LB0509
 LB0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0509'IN TIPTON.
 LB0509'AT TIPTON, IN THE NORTH FACE AT THE NORTHWEST CORNER OF THE
 LB0509'COURT HOUSE, IN THE FIRST ROW OF STONE ABOVE THE WATER TABLE,
 LB0509'5.5 FEET ABOVE THE GROUND, 3 FEET EAST OF THE NORTHWEST CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1266 ***********************************************************************
 LB1266  DESIGNATION -  88.780
 LB1266  PID         -  LB1266
 LB1266  STATE/COUNTY-  IN/NEWTON
 LB1266  COUNTRY     -  US
 LB1266  USGS QUAD   -  MOROCCO (2019)
 LB1266
 LB1266                         *CURRENT SURVEY CONTROL
 LB1266  ______________________________________________________________________
 LB1266* NAD 83(1986) POSITION- 40 53 05.69   (N) 087 26 44.14   (W)   HD_HELD1
 LB1266* NAVD 88 ORTHO HEIGHT -   201.327 (meters)      660.52  (feet) ADJUSTED
 LB1266  ______________________________________________________________________
 LB1266  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 LB1266  DYNAMIC HEIGHT  -        201.238 (meters)      660.23  (feet) COMP
 LB1266  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 LB1266
 LB1266  VERT ORDER      -  FIRST     CLASS II
 LB1266
 LB1266.The horizontal coordinates were determined by differentially corrected
 LB1266.hand held GPS observations or other comparable positioning techniques
 LB1266.and have an estimated accuracy of +/- 3 meters.
 LB1266
 LB1266.The orthometric height was determined by differential leveling and
 LB1266.adjusted by the NATIONAL GEODETIC SURVEY
 LB1266.in June 1991.
 LB1266
 LB1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1266.GEOID18 height accuracy estimate available here.
 LB1266
 LB1266.Click photographs - Photos may exist for this station.
 LB1266
 LB1266.The dynamic height is computed by dividing the NAVD 88
 LB1266.geopotential number by the normal gravity value computed on the
 LB1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1266.degrees latitude (g = 980.6199 gals.).
 LB1266
 LB1266.The modeled gravity was interpolated from observed gravity values.
 LB1266
 LB1266;                    North         East    Units  Estimated Accuracy
 LB1266;SPC IN W     -   625,841.2     869,469.1     MT  (+/- 3 meters HH1 GPS) 
 LB1266
 LB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6245926077(NAD 83)
 LB1266
 LB1266                          SUPERSEDED SURVEY CONTROL
 LB1266
 LB1266  NGVD 29 (??/??/92)  201.398  (m)          660.75   (f) ADJ UNCH    1 2
 LB1266
 LB1266.Superseded values are not recommended for survey control.
 LB1266
 LB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1266.See file dsdata.pdf to determine how the superseded data were derived.
 LB1266
 LB1266_MARKER: X = CHISELED CROSS
 LB1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1266_SP_SET: CULVERT
 LB1266_MARK LOGO: NONE
 LB1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1266+STABILITY: SURFACE MOTION
 LB1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1266+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 LB1266
 LB1266  HISTORY     - Date     Condition        Report By
 LB1266  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1266  HISTORY     - 1934     GOOD             CGS
 LB1266  HISTORY     - 20160204 GOOD             AMESC
 LB1266
 LB1266                          STATION DESCRIPTION
 LB1266
 LB1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1266'1.1 MI N FROM ADE.
 LB1266'1.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1266'STATION AT ADE, NEWTON COUNTY, 100 FEET NORTHEAST OF MILEPOST 73,
 LB1266'AT CULVERT 73.05, ON THE TOP OF THE NORTHEAST CORNER OF THE EAST
 LB1266'HEADWALL, 9 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK,
 LB1266'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
 LB1266
 LB1266                          STATION RECOVERY (2016)
 LB1266
 LB1266'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1266'RECOVERED IN GOOD CONDITION.
 LB1266'
 LB1266'NOTE-THE STATION IS 1 INCH SOUTH OF THE NORTH END OF THE HEADWALL, 1.5
 LB1266'INCHES (4 CM) WEST OF THE EAST FACE OF THE HEADWALL AND ABOUT 1 FT
 LB1266'(0.3 M) DEEP.
 LB1266'
 LB1266'THE TRACKS ARE ABANDONED AND OVER GROWN, THE EAST SET OF TRACK HAS
 LB1266'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0395 ***********************************************************************
 KA0395  DESIGNATION -  880
 KA0395  PID         -  KA0395
 KA0395  STATE/COUNTY-  IN/GREENE
 KA0395  COUNTRY     -  US
 KA0395  USGS QUAD   -  STANFORD (2019)
 KA0395
 KA0395                         *CURRENT SURVEY CONTROL
 KA0395  ______________________________________________________________________
 KA0395* NAD 83(1986) POSITION- 39 00 52.92   (N) 086 43 26.57   (W)   HD_HELD1
 KA0395* NAVD 88 ORTHO HEIGHT -   268.027 (meters)      879.35  (feet) ADJUSTED
 KA0395  ______________________________________________________________________
 KA0395  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 KA0395  DYNAMIC HEIGHT  -        267.859 (meters)      878.80  (feet) COMP
 KA0395  MODELED GRAVITY -    979,993.6   (mgal)                       NAVD 88
 KA0395
 KA0395  VERT ORDER      -  FIRST     CLASS II
 KA0395
 KA0395.The horizontal coordinates were determined by differentially corrected
 KA0395.hand held GPS observations or other comparable positioning techniques
 KA0395.and have an estimated accuracy of +/- 3 meters.
 KA0395
 KA0395.The orthometric height was determined by differential leveling and
 KA0395.adjusted by the NATIONAL GEODETIC SURVEY
 KA0395.in June 1991.
 KA0395
 KA0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0395.GEOID18 height accuracy estimate available here.
 KA0395
 KA0395.Click photographs - Photos may exist for this station.
 KA0395
 KA0395.The dynamic height is computed by dividing the NAVD 88
 KA0395.geopotential number by the normal gravity value computed on the
 KA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0395.degrees latitude (g = 980.6199 gals.).
 KA0395
 KA0395.The modeled gravity was interpolated from observed gravity values.
 KA0395
 KA0395;                    North         East    Units  Estimated Accuracy
 KA0395;SPC IN W     -   418,189.6     931,116.2     MT  (+/- 3 meters HH1 GPS) 
 KA0395
 KA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2389018444(NAD 83)
 KA0395
 KA0395                          SUPERSEDED SURVEY CONTROL
 KA0395
 KA0395  NGVD 29 (??/??/92)  268.148  (m)          879.75   (f) ADJ UNCH    1 2
 KA0395
 KA0395.Superseded values are not recommended for survey control.
 KA0395
 KA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0395.See file dsdata.pdf to determine how the superseded data were derived.
 KA0395
 KA0395_MARKER: P = PIPE CAP
 KA0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0395_STAMPING: PRIM TRAV STA NO 7 880
 KA0395_MARK LOGO: USGS
 KA0395_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0395
 KA0395  HISTORY     - Date     Condition        Report By
 KA0395  HISTORY     - 1906     MONUMENTED       USGS
 KA0395  HISTORY     - 1949     GOOD             CGS
 KA0395
 KA0395                          STATION DESCRIPTION
 KA0395
 KA0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0395'0.4 MI SE FROM CINCINNATI.
 KA0395'0.45 MILES SOUTHEAST ALONG STATE HIGHWAY 45 AND 54 FROM THE
 KA0395'CHRISTIAN CHURCH AT CINCINNATI, AT THE SOUTHEAST JUNCTION OF
 KA0395'STATE HIGHWAYS 54 AND 45, AT THE SOUTHEAST CORNER OF THE TRIANGLE
 KA0395'FORMED BY THE JUNCTION OF THE HIGHWAYS AND A EAST-WEST GRAVEL
 KA0395'ROAD, IN THE NORTHEAST CORNER OF THE YARD OF BRICK SIDED HOUSE,
 KA0395'81 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 54, 49 FEET
 KA0395'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 39 FEET WEST
 KA0395'OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 22 FEET
 KA0395'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD AT THE FRONT OF THE
 KA0395'HOUSE, 16 FEET EAST OF A 10-INCH BOX ELDER TREE, 3 FEET SOUTH
 KA0395'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 KA0395'OF STATE HIGHWAY 54 AND PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0197 ***********************************************************************
 JA0197  DESIGNATION -  880
 JA0197  PID         -  JA0197
 JA0197  STATE/COUNTY-  IN/WASHINGTON
 JA0197  COUNTRY     -  US
 JA0197  USGS QUAD   -  SMEDLEY (2019)
 JA0197
 JA0197                         *CURRENT SURVEY CONTROL
 JA0197  ______________________________________________________________________
 JA0197* NAD 83(1986) POSITION- 38 38 19.     (N) 086 10 21.     (W)   SCALED
 JA0197* NAVD 88 ORTHO HEIGHT -   267.990 (meters)      879.23  (feet) ADJUSTED
 JA0197  ______________________________________________________________________
 JA0197  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 JA0197  DYNAMIC HEIGHT  -        267.812 (meters)      878.65  (feet) COMP
 JA0197  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 JA0197
 JA0197  VERT ORDER      -  FIRST     CLASS II
 JA0197
 JA0197.The horizontal coordinates were scaled from a map and have
 JA0197.an estimated accuracy of +/- 6 seconds.
 JA0197
 JA0197.The orthometric height was determined by differential leveling and
 JA0197.adjusted by the NATIONAL GEODETIC SURVEY
 JA0197.in June 1991.
 JA0197
 JA0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0197.GEOID18 height accuracy estimate available here.
 JA0197
 JA0197.Click photographs - Photos may exist for this station.
 JA0197
 JA0197.The dynamic height is computed by dividing the NAVD 88
 JA0197.geopotential number by the normal gravity value computed on the
 JA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0197.degrees latitude (g = 980.6199 gals.).
 JA0197
 JA0197.The modeled gravity was interpolated from observed gravity values.
 JA0197
 JA0197;                    North         East    Units  Estimated Accuracy
 JA0197;SPC IN E     -   376,500.       55,960.      MT  (+/- 180 meters Scaled)
 JA0197
 JA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH720769(NAD 83)
 JA0197
 JA0197                          SUPERSEDED SURVEY CONTROL
 JA0197
 JA0197  NGVD 29 (??/??/92)  268.101  (m)          879.59   (f) ADJ UNCH    1 2
 JA0197
 JA0197.Superseded values are not recommended for survey control.
 JA0197
 JA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0197.See file dsdata.pdf to determine how the superseded data were derived.
 JA0197
 JA0197_MARKER: P = PIPE CAP
 JA0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0197_STAMPING: 880
 JA0197_MARK LOGO: USGS
 JA0197_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0197
 JA0197  HISTORY     - Date     Condition        Report By
 JA0197  HISTORY     - 1911     MONUMENTED       USGS
 JA0197  HISTORY     - 1949     GOOD             CGS
 JA0197
 JA0197                          STATION DESCRIPTION
 JA0197
 JA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0197'5.1 MI NW FROM SALEM.
 JA0197'ABOUT 5.1 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0197'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, ABOUT 5.1 MILES
 JA0197'SOUTHEAST OF THE STATION AT CAMPBELLSBURG, AT HITCHCOCK, ABOUT
 JA0197'0.1 MILE WEST AND ACROSS TRACK FROM DENNIS STORE, ABOUT 7 RAILS
 JA0197'EAST AND ACROSS TRACK FROM MILE POST 277, 26 FEET SOUTH OF THE
 JA0197'SOUTH RAIL, 11 FEET WEST OF A T FENCE CORNER, 1.5 FEET NORTH OF
 JA0197'THE R/W FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 JA0197'1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0944 ***********************************************************************
 MD0944  DESIGNATION -  880 130 M
 MD0944  PID         -  MD0944
 MD0944  STATE/COUNTY-  IN/WHITLEY
 MD0944  COUNTRY     -  US
 MD0944  USGS QUAD   -  EGE (2019)
 MD0944
 MD0944                         *CURRENT SURVEY CONTROL
 MD0944  ______________________________________________________________________
 MD0944* NAD 83(1986) POSITION- 41 15 25.     (N) 085 21 59.     (W)   SCALED
 MD0944* NAVD 88 ORTHO HEIGHT -   268.052 (meters)      879.43  (feet) ADJUSTED
 MD0944  ______________________________________________________________________
 MD0944  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 MD0944  DYNAMIC HEIGHT  -        267.949 (meters)      879.10  (feet) COMP
 MD0944  MODELED GRAVITY -    980,234.9   (mgal)                       NAVD 88
 MD0944
 MD0944  VERT ORDER      -  SECOND    CLASS 0
 MD0944
 MD0944.The horizontal coordinates were scaled from a map and have
 MD0944.an estimated accuracy of +/- 6 seconds.
 MD0944
 MD0944.The orthometric height was determined by differential leveling and
 MD0944.adjusted by the NATIONAL GEODETIC SURVEY
 MD0944.in June 1991.
 MD0944
 MD0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0944.GEOID18 height accuracy estimate available here.
 MD0944
 MD0944.Click photographs - Photos may exist for this station.
 MD0944
 MD0944.The dynamic height is computed by dividing the NAVD 88
 MD0944.geopotential number by the normal gravity value computed on the
 MD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0944.degrees latitude (g = 980.6199 gals.).
 MD0944
 MD0944.The modeled gravity was interpolated from observed gravity values.
 MD0944
 MD0944;                    North         East    Units  Estimated Accuracy
 MD0944;SPC IN E     -   667,140.      125,170.      MT  (+/- 180 meters Scaled)
 MD0944
 MD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL368685(NAD 83)
 MD0944
 MD0944                          SUPERSEDED SURVEY CONTROL
 MD0944
 MD0944  NGVD 29 (??/??/92)  268.21   (m)          880.0    (f) COMPUTED    2 0
 MD0944
 MD0944.Superseded values are not recommended for survey control.
 MD0944
 MD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0944.See file dsdata.pdf to determine how the superseded data were derived.
 MD0944
 MD0944_MARKER: DD = SURVEY DISK
 MD0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0944_STAMPING: 880 130M 1945
 MD0944_MARK LOGO: USGS
 MD0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0944+STABILITY: SURFACE MOTION
 MD0944
 MD0944  HISTORY     - Date     Condition        Report By
 MD0944  HISTORY     - 1945     MONUMENTED       USGS
 MD0944  HISTORY     - 1946     GOOD             CGS
 MD0944
 MD0944                          STATION DESCRIPTION
 MD0944
 MD0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0944'3.2 MI NW FROM CHURUBUSCO.
 MD0944'ABOUT 3.25 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM ITS
 MD0944'INTERSECTION WITH STATE HIGHWAY 205 AT CHURUBUSCO, AT A
 MD0944'NORTH-SOUTH CROSS ROAD, 44 FEET WEST OF THE CENTER LINE OF THE
 MD0944'ROAD LEADING NORTH TO LONG LAKE, 28 FEET NORTH OF THE CENTER
 MD0944'LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF A SIGN POINTING TO
 MD0944'LONG LAKE, 4.5 FEET EAST OF A RAILROAD RAIL CORNER FENCE POST,
 MD0944'1 FOOT SOUTHEAST OF THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 MD0944'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0192 ***********************************************************************
 JA0192  DESIGNATION -  886
 JA0192  PID         -  JA0192
 JA0192  STATE/COUNTY-  IN/WASHINGTON
 JA0192  COUNTRY     -  US
 JA0192  USGS QUAD   -  SMEDLEY (2019)
 JA0192
 JA0192                         *CURRENT SURVEY CONTROL
 JA0192  ______________________________________________________________________
 JA0192* NAD 83(1986) POSITION- 38 37 58.     (N) 086 12 06.     (W)   SCALED
 JA0192* NAVD 88 ORTHO HEIGHT -   269.715 (meters)      884.89  (feet) ADJUSTED
 JA0192  ______________________________________________________________________
 JA0192  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 JA0192  DYNAMIC HEIGHT  -        269.536 (meters)      884.30  (feet) COMP
 JA0192  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 JA0192
 JA0192  VERT ORDER      -  FIRST     CLASS II
 JA0192
 JA0192.The horizontal coordinates were scaled from a map and have
 JA0192.an estimated accuracy of +/- 6 seconds.
 JA0192
 JA0192.The orthometric height was determined by differential leveling and
 JA0192.adjusted by the NATIONAL GEODETIC SURVEY
 JA0192.in June 1991.
 JA0192
 JA0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0192.GEOID18 height accuracy estimate available here.
 JA0192
 JA0192.Click photographs - Photos may exist for this station.
 JA0192
 JA0192.The dynamic height is computed by dividing the NAVD 88
 JA0192.geopotential number by the normal gravity value computed on the
 JA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0192.degrees latitude (g = 980.6199 gals.).
 JA0192
 JA0192.The modeled gravity was interpolated from observed gravity values.
 JA0192
 JA0192;                    North         East    Units  Estimated Accuracy
 JA0192;SPC IN E     -   375,870.       53,420.      MT  (+/- 180 meters Scaled)
 JA0192
 JA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH694763(NAD 83)
 JA0192
 JA0192                          SUPERSEDED SURVEY CONTROL
 JA0192
 JA0192  NGVD 29 (??/??/92)  269.824  (m)          885.25   (f) ADJ UNCH    1 2
 JA0192
 JA0192.Superseded values are not recommended for survey control.
 JA0192
 JA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0192.See file dsdata.pdf to determine how the superseded data were derived.
 JA0192
 JA0192_MARKER: DB = BENCH MARK DISK
 JA0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0192_SP_SET: CULVERT HEADWALL
 JA0192_STAMPING: 886
 JA0192_MARK LOGO: USGS
 JA0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0192+STABILITY: SURFACE MOTION
 JA0192
 JA0192  HISTORY     - Date     Condition        Report By
 JA0192  HISTORY     - 1911     MONUMENTED       USGS
 JA0192  HISTORY     - 1949     GOOD             CGS
 JA0192
 JA0192                          STATION DESCRIPTION
 JA0192
 JA0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0192'3.5 MI SE FROM CAMPBELLSBURG.
 JA0192'ABOUT 3.6 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0192'LOUISVILLE RAILWAY FROM THE STATION AT CAMPELLSBURG, ABOUT 0.2
 JA0192'MILE WEST OF A ROAD CROSSING, SET IN THE TOP OF A STONE CULVERT,
 JA0192'58.8 FEET NORTH AND ACROSS TRACKS FROM A 30-INCH IRREGULAR
 JA0192'BODIED OAK TREE, 20 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JA0192'TRACK, 38 FEET EAST OF A TELEPHONE POLE, 4.5 FEET SOUTH OF THE
 JA0192'NORTH EDGE OF THE HEADWALL, ABOUT 12 FEET BELOW THE LEVEL OF THE
 JA0192'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2039 ***********************************************************************
 HZ2039  DESIGNATION -  888
 HZ2039  PID         -  HZ2039
 HZ2039  STATE/COUNTY-  IN/CLARK
 HZ2039  COUNTRY     -  US
 HZ2039  USGS QUAD   -  BETHLEHEM (2019)
 HZ2039
 HZ2039                         *CURRENT SURVEY CONTROL
 HZ2039  ______________________________________________________________________
 HZ2039* NAD 83(1997) POSITION- 38 31 50.57651(N) 085 25 45.00021(W)   ADJUSTED
 HZ2039* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 HZ2039  ______________________________________________________________________
 HZ2039  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 HZ2039  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HZ2039  HORZ ORDER      -  SECOND
 HZ2039
 HZ2039.The horizontal coordinates were established by classical geodetic methods
 HZ2039.and adjusted by the National Geodetic Survey in May 1999.
 HZ2039
 HZ2039.The orthometric height was scaled from a topographic map.
 HZ2039
 HZ2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2039.GEOID18 height accuracy estimate available here.
 HZ2039
 HZ2039.Click photographs - Photos may exist for this station.
 HZ2039
 HZ2039.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2039
 HZ2039. The following values were computed from the NAD 83(1997) position.
 HZ2039
 HZ2039;                    North         East     Units Scale Factor Converg.
 HZ2039;SPC IN E     -   364,429.041   120,708.299   MT  0.99997195   +0 08 52.6
 HZ2039;SPC IN E     - 1,195,630.95    396,023.81   sFT  0.99997195   +0 08 52.6
 HZ2039;SPC KY1Z     - 1,243,925.214 1,527,974.392   MT  0.99997006   +0 11 49.1
 HZ2039;SPC KY1Z     - 4,081,111.31  5,013,029.32   sFT  0.99997006   +0 11 49.1
 HZ2039;SPC KY N     -   115,064.967   397,188.367   MT  0.99996269   -0 44 00.7
 HZ2039;SPC KY N     -   377,508.98  1,303,108.83   sFT  0.99996269   -0 44 00.7
 HZ2039;UTM  16      - 4,265,871.047   636,919.014   MT  0.99983086   +0 58 43.2
 HZ2039
 HZ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2039!SPC IN E     -   0.99998288  x   0.99997195  =   0.99995483
 HZ2039!SPC KY1Z     -   0.99998288  x   0.99997006  =   0.99995294
 HZ2039!SPC KY N     -   0.99998288  x   0.99996269  =   0.99994557
 HZ2039!UTM  16      -   0.99998288  x   0.99983086  =   0.99981374
 HZ2039
 HZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3691965871(NAD 83)
 HZ2039
 HZ2039                          SUPERSEDED SURVEY CONTROL
 HZ2039
 HZ2039  NAD 83(1995)-  38 31 50.57653(N)    085 25 45.00010(W) AD(       ) 2
 HZ2039  NAD 83(1993)-  38 31 50.57654(N)    085 25 45.00013(W) AD(       ) 2
 HZ2039  NAD 83(1986)-  38 31 50.57930(N)    085 25 45.00772(W) AD(       ) 2
 HZ2039  NAD 27      -  38 31 50.35500(N)    085 25 45.16000(W) AD(       ) 2
 HZ2039
 HZ2039.Superseded values are not recommended for survey control.
 HZ2039
 HZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2039.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2039
 HZ2039_MARKER: P = PIPE CAP
 HZ2039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2039_STAMPING: 888
 HZ2039_MARK LOGO: USACE
 HZ2039_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2039
 HZ2039  HISTORY     - Date     Condition        Report By
 HZ2039  HISTORY     - 1947     MONUMENTED       USACE
 HZ2039
 HZ2039                          STATION DESCRIPTION
 HZ2039
 HZ2039'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1947 (FXP)
 HZ2039'THE STATION IS LOCATED IN THE OHIO RIVER BOTTOMS, ABOUT 6 MILES
 HZ2039'EAST-NORTHEAST OF SOLON AND 1 MILE SOUTHWEST OF BETHLEHEM ON
 HZ2039'PROPERTY OWNED BY MR. C.R. REDWINE. IT IS 22.107 METERS 72.53 FEET
 HZ2039'NORTHEAST OF TRIANGULATION STATION BETHLEHEM, 51 FEET
 HZ2039'WEST-NORTHWEST OF THE NORTHWEST CORNER OF MR. REDWINES HOUSE, AND 23
 HZ2039'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 HZ2039'ROAD. THE MARK IS A 2-INCH CAP COVERING A 2 INCH PIPE, AND IT IS
 HZ2039'STAMPED 888.
 HZ2039'
 HZ2039'TO REACH THE STATION FROM THE NEW WASHINGTON STATE BANK IN NEW
 HZ2039'WASHINGTON, GO E ON A BLACK TOP RD. FOR 4 MILES TO A SIDE ROAD
 HZ2039'LEFT, CONTINUE STRAIGHT AHEAD THROUGH THE SMALL VILLAGE OF OTTO
 HZ2039'AND GO 4 MILES TO A CROSSROAD IN THE SOUTHWEST EDGE OF
 HZ2039'BETHLEHEM, TURN RIGHT ON A GRAVEL ROAD AND GO 0.65 MILE TO THE
 HZ2039'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1109 ***********************************************************************
 ME1109  DESIGNATION -  89.411
 ME1109  PID         -  ME1109
 ME1109  STATE/COUNTY-  IN/NEWTON
 ME1109  COUNTRY     -  US
 ME1109  USGS QUAD   -  ENOS (2019)
 ME1109
 ME1109                         *CURRENT SURVEY CONTROL
 ME1109  ______________________________________________________________________
 ME1109* NAD 83(1986) POSITION- 41 06 55.     (N) 087 26 45.     (W)   SCALED
 ME1109* NAVD 88 ORTHO HEIGHT -   201.414 (meters)      660.81  (feet) ADJUSTED
 ME1109  ______________________________________________________________________
 ME1109  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 ME1109  DYNAMIC HEIGHT  -        201.328 (meters)      660.52  (feet) COMP
 ME1109  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 ME1109
 ME1109  VERT ORDER      -  FIRST     CLASS II
 ME1109
 ME1109.The horizontal coordinates were scaled from a map and have
 ME1109.an estimated accuracy of +/- 6 seconds.
 ME1109
 ME1109.The orthometric height was determined by differential leveling and
 ME1109.adjusted by the NATIONAL GEODETIC SURVEY
 ME1109.in June 1991.
 ME1109
 ME1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1109.GEOID18 height accuracy estimate available here.
 ME1109
 ME1109.Click photographs - Photos may exist for this station.
 ME1109
 ME1109.The dynamic height is computed by dividing the NAVD 88
 ME1109.geopotential number by the normal gravity value computed on the
 ME1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1109.degrees latitude (g = 980.6199 gals.).
 ME1109
 ME1109.The modeled gravity was interpolated from observed gravity values.
 ME1109
 ME1109;                    North         East    Units  Estimated Accuracy
 ME1109;SPC IN W     -   651,420.      869,560.      MT  (+/- 180 meters Scaled)
 ME1109
 ME1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625516(NAD 83)
 ME1109
 ME1109                          SUPERSEDED SURVEY CONTROL
 ME1109
 ME1109  NGVD 29 (??/??/92)  201.499  (m)          661.08   (f) ADJ UNCH    1 2
 ME1109
 ME1109.Superseded values are not recommended for survey control.
 ME1109
 ME1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1109.See file dsdata.pdf to determine how the superseded data were derived.
 ME1109
 ME1109_MARKER: X = CHISELED CROSS
 ME1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1109_SP_SET: CULVERT
 ME1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1109
 ME1109  HISTORY     - Date     Condition        Report By
 ME1109  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1109  HISTORY     - 1934     GOOD             CGS
 ME1109
 ME1109                          STATION DESCRIPTION
 ME1109
 ME1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1109'0.6 MI N FROM CONRAD.
 ME1109'0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ME1109'AT CONRAD, NEWTON COUNTY, 0.1 MILE SOUTH OF MILEPOST 57, AT A
 ME1109'DIRT-ROAD CROSSING, 23.4 FEET SOUTH OF THE DIRT ROAD, 9 FEET WEST
 ME1109'OF THE WEST RAIL, AT CULVERT 57.12, ON THE SOUTHWEST CORNER OF THE
 ME1109'WEST PARAPET, AND 2.5 FEET BELOW THE TOP OF THE RAIL.  A CHISELED
 ME1109'CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1165 ***********************************************************************
 ME1165  DESIGNATION -  89.815
 ME1165  PID         -  ME1165
 ME1165  STATE/COUNTY-  IN/LAKE
 ME1165  COUNTRY     -  US
 ME1165  USGS QUAD   -  SAINT JOHN (2019)
 ME1165
 ME1165                         *CURRENT SURVEY CONTROL
 ME1165  ______________________________________________________________________
 ME1165* NAD 83(1986) POSITION- 41 28 43.     (N) 087 27 57.     (W)   SCALED
 ME1165* NAVD 88 ORTHO HEIGHT -   201.743 (meters)      661.89  (feet) ADJUSTED
 ME1165  ______________________________________________________________________
 ME1165  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 ME1165  DYNAMIC HEIGHT  -        201.664 (meters)      661.63  (feet) COMP
 ME1165  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 ME1165
 ME1165  VERT ORDER      -  FIRST     CLASS II
 ME1165
 ME1165.The horizontal coordinates were scaled from a map and have
 ME1165.an estimated accuracy of +/- 6 seconds.
 ME1165
 ME1165.The orthometric height was determined by differential leveling and
 ME1165.adjusted by the NATIONAL GEODETIC SURVEY
 ME1165.in June 1991.
 ME1165
 ME1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1165.GEOID18 height accuracy estimate available here.
 ME1165
 ME1165.Click photographs - Photos may exist for this station.
 ME1165
 ME1165.The dynamic height is computed by dividing the NAVD 88
 ME1165.geopotential number by the normal gravity value computed on the
 ME1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1165.degrees latitude (g = 980.6199 gals.).
 ME1165
 ME1165.The modeled gravity was interpolated from observed gravity values.
 ME1165
 ME1165;                    North         East    Units  Estimated Accuracy
 ME1165;SPC IN W     -   691,780.      868,050.      MT  (+/- 180 meters Scaled)
 ME1165
 ME1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL611919(NAD 83)
 ME1165
 ME1165                          SUPERSEDED SURVEY CONTROL
 ME1165
 ME1165  NGVD 29 (??/??/92)  201.835  (m)          662.19   (f) ADJ UNCH    1 2
 ME1165
 ME1165.Superseded values are not recommended for survey control.
 ME1165
 ME1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1165.See file dsdata.pdf to determine how the superseded data were derived.
 ME1165
 ME1165_MARKER: X = CHISELED CROSS
 ME1165_SETTING: 0 = UNSPECIFIED SETTING
 ME1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1165
 ME1165  HISTORY     - Date     Condition        Report By
 ME1165  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1165  HISTORY     - 1934     GOOD             CGS
 ME1165
 ME1165                          STATION DESCRIPTION
 ME1165
 ME1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1165'2.3 MI N FROM ST JOHN.
 ME1165'2.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1165'STATION AT ST. JOHN, LAKE COUNTY, 0.1 MILE NORTH OF MILEPOST
 ME1165'32, 24 FEET NORTH OF STATION STAKE 665, AT A DIRT-ROAD CROSSING,
 ME1165'19 FEET SOUTH OF THE CENTER-LINE OF THE DIRT ROAD, 15.1 FEET
 ME1165'EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 4
 ME1165'FEET BELOW THE TOP OF THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1256 ***********************************************************************
 JZ1256  DESIGNATION -  892
 JZ1256  PID         -  JZ1256
 JZ1256  STATE/COUNTY-  IN/UNION
 JZ1256  COUNTRY     -  US
 JZ1256  USGS QUAD   -  LIBERTY (2019)
 JZ1256
 JZ1256                         *CURRENT SURVEY CONTROL
 JZ1256  ______________________________________________________________________
 JZ1256* NAD 83(1986) POSITION- 39 39 08.     (N) 084 58 19.     (W)   SCALED
 JZ1256* NAVD 88 ORTHO HEIGHT -   271.74  (+/-2cm)      891.5   (feet) VERTCON3
 JZ1256  ______________________________________________________________________
 JZ1256  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 JZ1256  VERT ORDER      -  ? (See Below)
 JZ1256
 JZ1256.The horizontal coordinates were scaled from a map and have
 JZ1256.an estimated accuracy of +/- 6 seconds.
 JZ1256
 JZ1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1256
 JZ1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1256.GEOID18 height accuracy estimate available here.
 JZ1256
 JZ1256.The vertical order pertains to the NGVD 29 superseded value.
 JZ1256
 JZ1256.Click photographs - Photos may exist for this station.
 JZ1256
 JZ1256;                    North         East    Units  Estimated Accuracy
 JZ1256;SPC IN E     -   489,140.      159,620.      MT  (+/- 180 meters Scaled)
 JZ1256
 JZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ739911(NAD 83)
 JZ1256
 JZ1256                          SUPERSEDED SURVEY CONTROL
 JZ1256
 JZ1256  NGVD 29 (??/??/92)  271.893  (m)          892.04   (f) ADJ UNCH       
 JZ1256
 JZ1256.Superseded values are not recommended for survey control.
 JZ1256
 JZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1256.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1256
 JZ1256_MARKER: Q = CHISELED SQUARE
 JZ1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1256_SP_SET: ABUTMENT
 JZ1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1256
 JZ1256  HISTORY     - Date     Condition        Report By
 JZ1256  HISTORY     - UNK      MONUMENTED       USGS
 JZ1256  HISTORY     - 1934     GOOD             CGS
 JZ1256
 JZ1256                          STATION DESCRIPTION
 JZ1256
 JZ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1256'2.8 MI W FROM LIBERTY.
 JZ1256'2.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1256'STATION AT LIBERTY, UNION COUNTY, AT PLATE-GIRDER BRIDGE 17
 JZ1256'OVER THE LIBERTY-BROWNEVILLE ROAD, ON THE TOP OF THE SOUTHEAST
 JZ1256'CORNER OF THE STONE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE
 JZ1256'TOP OF THE RAIL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0715 ***********************************************************************
 KA0715  DESIGNATION -  9 M
 KA0715  PID         -  KA0715
 KA0715  STATE/COUNTY-  IN/MONTGOMERY
 KA0715  COUNTRY     -  US
 KA0715  USGS QUAD   -  NEW MARKET (2019)
 KA0715
 KA0715                         *CURRENT SURVEY CONTROL
 KA0715  ______________________________________________________________________
 KA0715* NAD 83(1986) POSITION- 39 55 24.51   (N) 086 59 49.41   (W)   HD_HELD1
 KA0715* NAVD 88 ORTHO HEIGHT -   244.186 (meters)      801.13  (feet) ADJUSTED
 KA0715  ______________________________________________________________________
 KA0715  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 KA0715  DYNAMIC HEIGHT  -        244.052 (meters)      800.69  (feet) COMP
 KA0715  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 KA0715
 KA0715  VERT ORDER      -  SECOND    CLASS 0
 KA0715
 KA0715.The horizontal coordinates were determined by differentially corrected
 KA0715.hand held GPS observations or other comparable positioning techniques
 KA0715.and have an estimated accuracy of +/- 3 meters.
 KA0715
 KA0715.The orthometric height was determined by differential leveling and
 KA0715.adjusted by the NATIONAL GEODETIC SURVEY
 KA0715.in June 1991.
 KA0715
 KA0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0715.GEOID18 height accuracy estimate available here.
 KA0715
 KA0715.Click photographs - Photos may exist for this station.
 KA0715
 KA0715.The dynamic height is computed by dividing the NAVD 88
 KA0715.geopotential number by the normal gravity value computed on the
 KA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0715.degrees latitude (g = 980.6199 gals.).
 KA0715
 KA0715.The modeled gravity was interpolated from observed gravity values.
 KA0715
 KA0715;                    North         East    Units  Estimated Accuracy
 KA0715;SPC IN W     -   519,024.6     907,375.3     MT  (+/- 3 meters HH1 GPS) 
 KA0715
 KA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0025119263(NAD 83)
 KA0715
 KA0715                          SUPERSEDED SURVEY CONTROL
 KA0715
 KA0715  NGVD 29 (??/??/92)  244.277  (m)          801.43   (f) ADJ UNCH    2 0
 KA0715
 KA0715.Superseded values are not recommended for survey control.
 KA0715
 KA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0715.See file dsdata.pdf to determine how the superseded data were derived.
 KA0715
 KA0715_MARKER: DD = SURVEY DISK
 KA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0715_STAMPING: 801 9 M 1946
 KA0715_MARK LOGO: USGS
 KA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0715+STABILITY: SURFACE MOTION
 KA0715
 KA0715  HISTORY     - Date     Condition        Report By
 KA0715  HISTORY     - 1946     MONUMENTED       USGS
 KA0715  HISTORY     - 1946     GOOD             CGS
 KA0715
 KA0715                          STATION DESCRIPTION
 KA0715
 KA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0715'3 MI NW FROM BROWNS VALLEY.
 KA0715'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA0715'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 1.2 MILES WEST ALONG
 KA0715'STATE HIGHWAY 234, THENCE ABOUT 0.1 MILE SOUTH ALONG A GRAVEL
 KA0715'ROAD, 144 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY
 KA0715'FARM HOUSE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 KA0715'EAST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0715'POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.  A UNITED
 KA0715'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 801 9 M 1946 AND
 KA0715'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0715'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0942 ***********************************************************************
 MD0942  DESIGNATION -  906.0
 MD0942  PID         -  MD0942
 MD0942  STATE/COUNTY-  IN/WHITLEY
 MD0942  COUNTRY     -  US
 MD0942  USGS QUAD   -  MERRIAM (2019)
 MD0942
 MD0942                         *CURRENT SURVEY CONTROL
 MD0942  ______________________________________________________________________
 MD0942* NAD 83(1986) POSITION- 41 15 43.     (N) 085 23 06.     (W)   SCALED
 MD0942* NAVD 88 ORTHO HEIGHT -   275.987 (meters)      905.47  (feet) ADJUSTED
 MD0942  ______________________________________________________________________
 MD0942  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 MD0942  DYNAMIC HEIGHT  -        275.882 (meters)      905.12  (feet) COMP
 MD0942  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 MD0942
 MD0942  VERT ORDER      -  SECOND    CLASS 0
 MD0942
 MD0942.The horizontal coordinates were scaled from a map and have
 MD0942.an estimated accuracy of +/- 6 seconds.
 MD0942
 MD0942.The orthometric height was determined by differential leveling and
 MD0942.adjusted by the NATIONAL GEODETIC SURVEY
 MD0942.in June 1991.
 MD0942
 MD0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0942.GEOID18 height accuracy estimate available here.
 MD0942
 MD0942.Click photographs - Photos may exist for this station.
 MD0942
 MD0942.The dynamic height is computed by dividing the NAVD 88
 MD0942.geopotential number by the normal gravity value computed on the
 MD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0942.degrees latitude (g = 980.6199 gals.).
 MD0942
 MD0942.The modeled gravity was interpolated from observed gravity values.
 MD0942
 MD0942;                    North         East    Units  Estimated Accuracy
 MD0942;SPC IN E     -   667,690.      123,600.      MT  (+/- 180 meters Scaled)
 MD0942
 MD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL352690(NAD 83)
 MD0942
 MD0942                          SUPERSEDED SURVEY CONTROL
 MD0942
 MD0942  NGVD 29 (??/??/92)  276.140  (m)          905.97   (f) ADJ UNCH    2 0
 MD0942
 MD0942.Superseded values are not recommended for survey control.
 MD0942
 MD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0942.See file dsdata.pdf to determine how the superseded data were derived.
 MD0942
 MD0942_MARKER: Q = CHISELED SQUARE
 MD0942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0942_SP_SET: CULVERT HEADWALL
 MD0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0942+STABILITY: SURFACE MOTION
 MD0942
 MD0942  HISTORY     - Date     Condition        Report By
 MD0942  HISTORY     - UNK      MONUMENTED       USGS
 MD0942  HISTORY     - 1961     GOOD             CGS
 MD0942
 MD0942                          STATION DESCRIPTION
 MD0942
 MD0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0942'3.2 MI SE FROM MERRIAM.
 MD0942'ABOUT 3.2 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0942'INTERSECTION WITH NO. 9 INDIANA HIGHWAY AT MERRIAM, AT N-S CROSS
 MD0942'ROAD (N BRANCH TO SAND LAKE), 18 FEET S OF CENTER LINE OF 22-FOOT
 MD0942'ASPHALT HWY. PAVEMENT, 14 FEET E OF CENTER LINE OF COUNTY ROAD,
 MD0942'0.5 FOOT HIGHER THAN SAME, IN THE TOP OF THE NW CORNER OF THE
 MD0942'L-SHAPED HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2153 ***********************************************************************
 ME2153  WATER LEVEL -  This is a Water Level Survey Control Monument.
 ME2153  DESIGNATION -  908 7038 1
 ME2153  PID         -  ME2153
 ME2153  STATE/COUNTY-  IN/LA PORTE
 ME2153  COUNTRY     -  US
 ME2153  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2153
 ME2153                         *CURRENT SURVEY CONTROL
 ME2153  ______________________________________________________________________
 ME2153* NAD 83(1986) POSITION- 41 43 22.     (N) 086 54 21.     (W)   SCALED
 ME2153* NAVD 88 ORTHO HEIGHT -   182.661 (meters)      599.28  (feet) ADJUSTED
 ME2153  ______________________________________________________________________
 ME2153  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 ME2153  DYNAMIC HEIGHT  -        182.595 (meters)      599.06  (feet) COMP
 ME2153  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 ME2153
 ME2153  VERT ORDER      -  FIRST     CLASS II
 ME2153
 ME2153.The horizontal coordinates were scaled from a map and have
 ME2153.an estimated accuracy of +/- 6 seconds.
 ME2153
 ME2153.The orthometric height was determined by differential leveling and
 ME2153.adjusted by the NATIONAL GEODETIC SURVEY
 ME2153.in June 1991.
 ME2153
 ME2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2153.GEOID18 height accuracy estimate available here.
 ME2153
 ME2153.This Water Level Mark is designated as VM 21404
 ME2153.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 ME2153
 ME2153.Click photographs - Photos may exist for this station.
 ME2153
 ME2153.The dynamic height is computed by dividing the NAVD 88
 ME2153.geopotential number by the normal gravity value computed on the
 ME2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2153.degrees latitude (g = 980.6199 gals.).
 ME2153
 ME2153.The modeled gravity was interpolated from observed gravity values.
 ME2153
 ME2153;                    North         East    Units  Estimated Accuracy
 ME2153;SPC IN W     -   718,840.      914,770.      MT  (+/- 180 meters Scaled)
 ME2153
 ME2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM078190(NAD 83)
 ME2153
 ME2153                          SUPERSEDED SURVEY CONTROL
 ME2153
 ME2153  NGVD 29 (01/19/93)  182.770  (m)          599.64   (f) ADJUSTED    1 2
 ME2153
 ME2153.Superseded values are not recommended for survey control.
 ME2153
 ME2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2153.See file dsdata.pdf to determine how the superseded data were derived.
 ME2153
 ME2153_MARKER: Q = CHISELED SQUARE
 ME2153_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME2153_SP_SET: BUILDING
 ME2153_MARK LOGO: NONE
 ME2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2153+STABILITY: SURFACE MOTION
 ME2153
 ME2153  HISTORY     - Date     Condition        Report By
 ME2153  HISTORY     - UNK      MONUMENTED       USACE
 ME2153  HISTORY     - 1985     GOOD             NGS
 ME2153
 ME2153                          STATION DESCRIPTION
 ME2153
 ME2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2153'IN MICHIGAN CITY.
 ME2153'IN MICHIGAN CITY, AT THE INTERSECTION OF FRANKLIN STREET AND HEISMAN
 ME2153'HARBOR ROAD, A CHISELED SQUARE AT THE NORTH CORNER OF THE LIGHTHOUSE
 ME2153'MUSEUM, AT THE ENTRANCE TO WASHINGTON PARK, 110.6 M (362.9 FT)
 ME2153'SOUTHWEST OF THE CENTERLINE OF THE STREET, AND 48.5 M (159.1 FT)
 ME2153'SOUTHEAST OF THE CENTER OF THE ROAD.
 ME2153'THE MARK IS 0.9 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DS3965 ***********************************************************************
 DS3965  DESIGNATION -  908 7038 A
 DS3965  PID         -  DS3965
 DS3965  STATE/COUNTY-  IN/LA PORTE
 DS3965  COUNTRY     -  US
 DS3965  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 DS3965
 DS3965                         *CURRENT SURVEY CONTROL
 DS3965  ______________________________________________________________________
 DS3965* NAD 83(2011) POSITION- 41 43 25.46424(N) 086 54 28.05239(W)   ADJUSTED
 DS3965* NAD 83(2011) ELLIP HT-   144.616 (meters)        (12/02/25)   ADJUSTED
 DS3965* NAD 83(2011) EPOCH   -  2010.00
 DS3965* NAVD 88 ORTHO HEIGHT -   178.5   (meters)      586.    (feet) GPS OBS
 DS3965  ______________________________________________________________________
 DS3965  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 DS3965  NAD 83(2011) X  -    257,177.813 (meters)                     COMP
 DS3965  NAD 83(2011) Y  - -4,760,642.168 (meters)                     COMP
 DS3965  NAD 83(2011) Z  -  4,222,847.753 (meters)                     COMP
 DS3965  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DS3965
 DS3965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3965  Standards:
 DS3965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3965  -------------------------------------------------------------------
 DS3965  NETWORK    0.51   1.00           0.23   0.18   0.51     -0.04563200
 DS3965  -------------------------------------------------------------------
 DS3965  Click here for local accuracies and other accuracy information.
 DS3965
 DS3965.The horizontal coordinates were established by GPS observations
 DS3965.and adjusted by the National Geodetic Survey in December 2025.
 DS3965
 DS3965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3965.been affixed to the stable North American tectonic plate. See 
 DS3965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3965
 DS3965.The horizontal coordinates are valid at the epoch date displayed above
 DS3965.which is a decimal equivalence of Year/Month/Day.
 DS3965
 DS3965.The orthometric height was determined by GPS observations and a
 DS3965.high-resolution geoid model.
 DS3965
 DS3965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3965.GEOID18 height accuracy estimate available here.
 DS3965
 DS3965.Click photographs - Photos may exist for this station.
 DS3965
 DS3965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3965
 DS3965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3965
 DS3965.The ellipsoidal height was determined by GPS observations
 DS3965.and is referenced to NAD 83.
 DS3965
 DS3965. The following values were computed from the NAD 83(2011) position.
 DS3965
 DS3965;                    North         East     Units Scale Factor Converg.
 DS3965;SPC IN W     -   718,949.639   914,605.958   MT  0.99996929   +0 07 00.6
 DS3965;SPC IN W     - 2,358,753.94  3,000,669.71   sFT  0.99996929   +0 07 00.6
 DS3965;UTM  16      - 4,619,108.248   507,669.361   MT  0.99960072   +0 03 40.9
 DS3965
 DS3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3965!SPC IN W     -   0.99997732  x   0.99996929  =   0.99994661
 DS3965!UTM  16      -   0.99997732  x   0.99960072  =   0.99957805
 DS3965
 DS3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0766919108(NAD 83)
 DS3965
 DS3965                          SUPERSEDED SURVEY CONTROL
 DS3965
 DS3965.No superseded survey control is available for this station.
 DS3965
 DS3965_MARKER: DJ = TIDAL STATION DISK
 DS3965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3965_SP_SET: CONCRETE STRUCTURE
 DS3965_STAMPING: 7038 A 2015
 DS3965_MARK LOGO: NOS
 DS3965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3965+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 DS3965
 DS3965  HISTORY     - Date     Condition        Report By
 DS3965  HISTORY     - UNK      MONUMENTED       NOS
 DS3965  HISTORY     - 20220804 GOOD             NGS
 DS3965
 DS3965                          STATION DESCRIPTION
 DS3965
 DS3965'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3965'THE MARK IS NEAR MICHIGAN CITY, IN.
 DS3965'
 DS3965'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) NORTH OF WESTVILLE, 11.2
 DS3965'MI (18.0 KM) NORTHEAST OF CHESTERTON, 10.5 MI (16.9 KM) EAST-NORTHEAST
 DS3965'OF DUNE ACRES, 9.2 MI (14.8 KM) WEST-NORTHWEST OF SPRINGVILLE AND 1.3
 DS3965'MI (2.1 KM) NORTH-NORTHWEST OF MICHIGAN CITY.
 DS3965'
 DS3965'THE MARK IS A BRASS NOS DISK SET IN THE SOUTH SIDE OF THE BOAT BASIN
 DS3965'OF THE USCG STATION, MICHIGAN CITY, IN AND IS 26.22 M (86.0 FT) WEST
 DS3965'OF THE USCG STATION HOUSE, 3.2 M (10.5 FT) NORTH OF AN EAST-WEST
 DS3965'CYCLONE FENCE AND 1.78 M (5.8 FT) EAST OF THE MOST PROMINENT POINT OF
 DS3965'A NORTH-SOUTH SHEET PILE BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2156 ***********************************************************************
 ME2156  DESIGNATION -  908 7038 BREAKER
 ME2156  PID         -  ME2156
 ME2156  STATE/COUNTY-  IN/LA PORTE
 ME2156  COUNTRY     -  US
 ME2156  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2156
 ME2156                         *CURRENT SURVEY CONTROL
 ME2156  ______________________________________________________________________
 ME2156* NAD 83(1986) POSITION- 41 43 14.     (N) 086 54 31.     (W)   SCALED
 ME2156* NAVD 88 ORTHO HEIGHT -   185.631 (meters)      609.02  (feet) ADJUSTED
 ME2156  ______________________________________________________________________
 ME2156  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 ME2156  DYNAMIC HEIGHT  -        185.563 (meters)      608.80  (feet) COMP
 ME2156  MODELED GRAVITY -    980,256.9   (mgal)                       NAVD 88
 ME2156
 ME2156  VERT ORDER      -  FIRST     CLASS II
 ME2156
 ME2156.The horizontal coordinates were scaled from a map and have
 ME2156.an estimated accuracy of +/- 6 seconds.
 ME2156
 ME2156.The orthometric height was determined by differential leveling and
 ME2156.adjusted by the NATIONAL GEODETIC SURVEY
 ME2156.in June 1991.
 ME2156
 ME2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2156.GEOID18 height accuracy estimate available here.
 ME2156
 ME2156.Click photographs - Photos may exist for this station.
 ME2156
 ME2156.The dynamic height is computed by dividing the NAVD 88
 ME2156.geopotential number by the normal gravity value computed on the
 ME2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2156.degrees latitude (g = 980.6199 gals.).
 ME2156
 ME2156.The modeled gravity was interpolated from observed gravity values.
 ME2156
 ME2156;                    North         East    Units  Estimated Accuracy
 ME2156;SPC IN W     -   718,600.      914,540.      MT  (+/- 180 meters Scaled)
 ME2156
 ME2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076187(NAD 83)
 ME2156
 ME2156                          SUPERSEDED SURVEY CONTROL
 ME2156
 ME2156  NGVD 29 (01/19/93)  185.740  (m)          609.38   (f) ADJUSTED    1 2
 ME2156
 ME2156.Superseded values are not recommended for survey control.
 ME2156
 ME2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2156.See file dsdata.pdf to determine how the superseded data were derived.
 ME2156
 ME2156_MARKER: DJ = TIDAL STATION DISK
 ME2156_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME2156_SP_SET: BUILDING
 ME2156_STAMPING: BREAKER 1946
 ME2156_MARK LOGO: USLS
 ME2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2156+STABILITY: SURFACE MOTION
 ME2156
 ME2156  HISTORY     - Date     Condition        Report By
 ME2156  HISTORY     - 1946     MONUMENTED       USLS
 ME2156  HISTORY     - 1985     GOOD             NGS
 ME2156
 ME2156                          STATION DESCRIPTION
 ME2156
 ME2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2156'0.5 KM (0.3 MI) WEST FROM MICHIGAN CITY.
 ME2156'0.2 KM (0.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE IN
 ME2156'MICHIGAN CITY, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG WABASH STREET,
 ME2156'SET VERTICALLY IN THE NORTH FACE OF THE NORTHERN INDIANA PUBLIC
 ME2156'SERVICE COMPANY BREAKER BUILDING, 97.8 M (320.9 FT) SOUTHWEST OF THE
 ME2156'CENTER OF THE STREET, AND 0.5 M (1.6 FT) NORTHWEST OF THE NORTH CORNER
 ME2156'OF THE BUILDING.
 ME2156'THE MARK IS 1.2 M ABOVE A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2155 ***********************************************************************
 ME2155  DESIGNATION -  908 7038 DEPOT
 ME2155  PID         -  ME2155
 ME2155  STATE/COUNTY-  IN/LA PORTE
 ME2155  COUNTRY     -  US
 ME2155  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2155
 ME2155                         *CURRENT SURVEY CONTROL
 ME2155  ______________________________________________________________________
 ME2155* NAD 83(1986) POSITION- 41 43 15.     (N) 086 54 21.     (W)   SCALED
 ME2155* NAVD 88 ORTHO HEIGHT -   183.930 (meters)      603.44  (feet) ADJUSTED
 ME2155  ______________________________________________________________________
 ME2155  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2155  DYNAMIC HEIGHT  -        183.863 (meters)      603.22  (feet) COMP
 ME2155  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 ME2155
 ME2155  VERT ORDER      -  FIRST     CLASS II
 ME2155
 ME2155.The horizontal coordinates were scaled from a map and have
 ME2155.an estimated accuracy of +/- 6 seconds.
 ME2155
 ME2155.The orthometric height was determined by differential leveling and
 ME2155.adjusted by the NATIONAL GEODETIC SURVEY
 ME2155.in June 1991.
 ME2155
 ME2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2155.GEOID18 height accuracy estimate available here.
 ME2155
 ME2155.Click photographs - Photos may exist for this station.
 ME2155
 ME2155.The dynamic height is computed by dividing the NAVD 88
 ME2155.geopotential number by the normal gravity value computed on the
 ME2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2155.degrees latitude (g = 980.6199 gals.).
 ME2155
 ME2155.The modeled gravity was interpolated from observed gravity values.
 ME2155
 ME2155;                    North         East    Units  Estimated Accuracy
 ME2155;SPC IN W     -   718,630.      914,770.      MT  (+/- 180 meters Scaled)
 ME2155
 ME2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM078187(NAD 83)
 ME2155
 ME2155                          SUPERSEDED SURVEY CONTROL
 ME2155
 ME2155  NGVD 29 (01/19/93)  184.039  (m)          603.80   (f) ADJUSTED    1 2
 ME2155
 ME2155.Superseded values are not recommended for survey control.
 ME2155
 ME2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2155.See file dsdata.pdf to determine how the superseded data were derived.
 ME2155
 ME2155_MARKER: T = CHISELED TRIANGLE
 ME2155_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME2155_SP_SET: BUILDING
 ME2155_MARK LOGO: NONE
 ME2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2155+STABILITY: SURFACE MOTION
 ME2155
 ME2155  HISTORY     - Date     Condition        Report By
 ME2155  HISTORY     - UNK      MONUMENTED       USLS
 ME2155  HISTORY     - 1985     GOOD             NGS
 ME2155
 ME2155                          STATION DESCRIPTION
 ME2155
 ME2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2155'IN MICHIGAN CITY.
 ME2155'IN MICHIGAN CITY, AT THE INTERSECTION OF WABASH STREET AND THE CONRAIL
 ME2155'RAILROAD, A CHISLED TRIANGLE AT THE WEST CORNER OF THE CABOOSE BAR AND
 ME2155'DINNING ROOM (OLD RAILROAD STATION), 84.7 M (277.9 FT) NORTHEAST OF
 ME2155'THE CENTER OF THE STREET, AND 16.6 M (54.5 FT) SOUTHEAST OF THE NEAR
 ME2155'RAIL.
 ME2155'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2152 ***********************************************************************
 ME2152  WATER LEVEL -  This is a Water Level Survey Control Monument.
 ME2152  DESIGNATION -  908 7038 GAR
 ME2152  PID         -  ME2152
 ME2152  STATE/COUNTY-  IN/LA PORTE
 ME2152  COUNTRY     -  US
 ME2152  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2152
 ME2152                         *CURRENT SURVEY CONTROL
 ME2152  ______________________________________________________________________
 ME2152* NAD 83(1986) POSITION- 41 43 24.7    (N) 086 54 17.9    (W)   HD_HELD2
 ME2152* NAVD 88 ORTHO HEIGHT -   180.973 (meters)      593.74  (feet) ADJUSTED
 ME2152  ______________________________________________________________________
 ME2152  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2152  DYNAMIC HEIGHT  -        180.907 (meters)      593.53  (feet) COMP
 ME2152  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 ME2152
 ME2152  VERT ORDER      -  FIRST     CLASS II
 ME2152
 ME2152.The horizontal coordinates were established by autonomous hand held GPS
 ME2152.observations and have an estimated accuracy of +/- 10 meters.
 ME2152
 ME2152.The orthometric height was determined by differential leveling and
 ME2152.adjusted by the NATIONAL GEODETIC SURVEY
 ME2152.in June 1991.
 ME2152
 ME2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2152.GEOID18 height accuracy estimate available here.
 ME2152
 ME2152.This Water Level Mark is designated as VM 21405
 ME2152.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 ME2152
 ME2152.Click photographs - Photos may exist for this station.
 ME2152
 ME2152.The dynamic height is computed by dividing the NAVD 88
 ME2152.geopotential number by the normal gravity value computed on the
 ME2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2152.degrees latitude (g = 980.6199 gals.).
 ME2152
 ME2152.The modeled gravity was interpolated from observed gravity values.
 ME2152
 ME2152;                    North         East    Units  Estimated Accuracy
 ME2152;SPC IN W     -   718,927.      914,841.      MT  (+/- 10 meters HH2 GPS)
 ME2152
 ME2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0790319084(NAD 83)
 ME2152
 ME2152                          SUPERSEDED SURVEY CONTROL
 ME2152
 ME2152  NGVD 29 (01/19/93)  181.082  (m)          594.10   (f) ADJUSTED    1 2
 ME2152
 ME2152.Superseded values are not recommended for survey control.
 ME2152
 ME2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2152.See file dsdata.pdf to determine how the superseded data were derived.
 ME2152
 ME2152_MARKER: V = STONE MONUMENT
 ME2152_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2152+WITH SETTING: PAVEMENT
 ME2152_SP_SET: MONUMENT BASE
 ME2152_STAMPING: ELEV. 15.00
 ME2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2152+STABILITY: SURFACE MOTION
 ME2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2152+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 ME2152
 ME2152  HISTORY     - Date     Condition        Report By
 ME2152  HISTORY     - UNK      MONUMENTED       LOCENG
 ME2152  HISTORY     - 1985     GOOD             NGS
 ME2152  HISTORY     - 20220705 GOOD             MIDT
 ME2152  HISTORY     - 20230624 GOOD             USPSQD
 ME2152  HISTORY     - 20250717 GOOD             USPSQD
 ME2152
 ME2152                          STATION DESCRIPTION
 ME2152
 ME2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2152'IN MICHIGAN CITY.
 ME2152'IN MICHIGAN CITY, AT THE INTERSECTION OF FRANKLIN STREET AND HEISMAN
 ME2152'HARBOR ROAD, AT THE ENTRANCE TO WASHINGTON PARK, A 1 7/8 INCH BRASS
 ME2152'PLATE FASTENED NEAR THE CENTER OF THE SECOND STEP OF THE CIVIL WAR
 ME2152'MEMORIAL MONUMENT, 7.6 M (24.9 FT) NORTHWEST OF THE CENTER OF THE
 ME2152'ROAD, 2.6 M (8.5 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 ME2152'MONUMENT, AND 0.3 M (1.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 ME2152'STREET.
 ME2152'THE MARK IS 0.3 M ABOVE THE GROUND.
 ME2152
 ME2152                          STATION RECOVERY (2022)
 ME2152
 ME2152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (SMA)
 ME2152'AT THE TRAFFIC CIRCLE OF INTERSECTIONS LAKESHORE DR., BROWNBASIN,
 ME2152'HEISMAN HARBOR, BENCHMARK IS LOCATED ON THE MONUMENT IN THE CENTER OF
 ME2152'TRAFFIC CIRCLE, 100 FT FROM THE EDGE OF THE METAL BRIDGE APPROACHING
 ME2152'THE TRAFFIC CIRCLE, SOUTHWEST OF A GAZEBO TOWARDS THE NORTHEAST CORNER
 ME2152'OF MONUMENT. NORTH OF THE MARK IS THE ENTRANCE TO THE HARBOR.
 ME2152
 ME2152                          STATION RECOVERY (2023)
 ME2152
 ME2152'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 ME2152'RECOVERED IN GOOD CONDITION.
 ME2152
 ME2152                          STATION RECOVERY (2025)
 ME2152
 ME2152'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 ME2152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2159 ***********************************************************************
 ME2159  DESIGNATION -  908 7038 INTAKE
 ME2159  PID         -  ME2159
 ME2159  STATE/COUNTY-  IN/LA PORTE
 ME2159  COUNTRY     -  US
 ME2159  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2159
 ME2159                         *CURRENT SURVEY CONTROL
 ME2159  ______________________________________________________________________
 ME2159* NAD 83(1986) POSITION- 41 43 18.     (N) 086 54 29.     (W)   SCALED
 ME2159* NAVD 88 ORTHO HEIGHT -   178.837 (meters)      586.73  (feet) ADJUSTED
 ME2159  ______________________________________________________________________
 ME2159  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2159  DYNAMIC HEIGHT  -        178.773 (meters)      586.52  (feet) COMP
 ME2159  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 ME2159
 ME2159  VERT ORDER      -  FIRST     CLASS II
 ME2159
 ME2159.The horizontal coordinates were scaled from a map and have
 ME2159.an estimated accuracy of +/- 6 seconds.
 ME2159
 ME2159.The orthometric height was determined by differential leveling and
 ME2159.adjusted by the NATIONAL GEODETIC SURVEY
 ME2159.in June 1991.
 ME2159
 ME2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2159.GEOID18 height accuracy estimate available here.
 ME2159
 ME2159.Click photographs - Photos may exist for this station.
 ME2159
 ME2159.The dynamic height is computed by dividing the NAVD 88
 ME2159.geopotential number by the normal gravity value computed on the
 ME2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2159.degrees latitude (g = 980.6199 gals.).
 ME2159
 ME2159.The modeled gravity was interpolated from observed gravity values.
 ME2159
 ME2159;                    North         East    Units  Estimated Accuracy
 ME2159;SPC IN W     -   718,720.      914,590.      MT  (+/- 180 meters Scaled)
 ME2159
 ME2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076188(NAD 83)
 ME2159
 ME2159                          SUPERSEDED SURVEY CONTROL
 ME2159
 ME2159  NGVD 29 (01/19/93)  178.946  (m)          587.09   (f) ADJUSTED    1 2
 ME2159
 ME2159.Superseded values are not recommended for survey control.
 ME2159
 ME2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2159.See file dsdata.pdf to determine how the superseded data were derived.
 ME2159
 ME2159_MARKER: Q = CHISELED SQUARE
 ME2159_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2159+WITH SETTING: PAVEMENT
 ME2159_SP_SET: CONCRETE WATER INTAKE
 ME2159_MARK LOGO: NONE
 ME2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2159+STABILITY: SURFACE MOTION
 ME2159
 ME2159  HISTORY     - Date     Condition        Report By
 ME2159  HISTORY     - UNK      MONUMENTED       USLS
 ME2159  HISTORY     - 1985     GOOD             NGS
 ME2159
 ME2159                          STATION DESCRIPTION
 ME2159
 ME2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2159'0.6 KM (0.4 MI) WEST FROM MICHIGAN CITY.
 ME2159'0.2 KM (0.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2159'COURTHOUSE IN MICHIGAN CITY, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG
 ME2159'WABASH STREET, A CHISELED SQUARE AT THE SOUTHEAST CORNER OF THE WATER
 ME2159'INTAKE OF THE NORTHERN INDIANA PUBLIC SERVICE COMPANY BUILDING, 22.9 M
 ME2159'(75.1 FT) NORTHEAST OF THE CENTER OF THE STREET, AND 0.3 M (1.0 FT)
 ME2159'SOUTHWEST OF THE SOUTHEAST CORNER OF THE INTAKE.
 ME2159'THE MARK IS ABOVE LEVEL WITH THE INTAKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2158 ***********************************************************************
 ME2158  DESIGNATION -  908 7038 NIPS A
 ME2158  PID         -  ME2158
 ME2158  STATE/COUNTY-  IN/LA PORTE
 ME2158  COUNTRY     -  US
 ME2158  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2158
 ME2158                         *CURRENT SURVEY CONTROL
 ME2158  ______________________________________________________________________
 ME2158* NAD 83(1986) POSITION- 41 43 19.     (N) 086 54 30.     (W)   SCALED
 ME2158* NAVD 88 ORTHO HEIGHT -   180.503 (meters)      592.20  (feet) ADJUSTED
 ME2158  ______________________________________________________________________
 ME2158  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2158  DYNAMIC HEIGHT  -        180.438 (meters)      591.99  (feet) COMP
 ME2158  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 ME2158
 ME2158  VERT ORDER      -  FIRST     CLASS II
 ME2158
 ME2158.The horizontal coordinates were scaled from a map and have
 ME2158.an estimated accuracy of +/- 6 seconds.
 ME2158
 ME2158.The orthometric height was determined by differential leveling and
 ME2158.adjusted by the NATIONAL GEODETIC SURVEY
 ME2158.in June 1991.
 ME2158
 ME2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2158.GEOID18 height accuracy estimate available here.
 ME2158
 ME2158.Click photographs - Photos may exist for this station.
 ME2158
 ME2158.The dynamic height is computed by dividing the NAVD 88
 ME2158.geopotential number by the normal gravity value computed on the
 ME2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2158.degrees latitude (g = 980.6199 gals.).
 ME2158
 ME2158.The modeled gravity was interpolated from observed gravity values.
 ME2158
 ME2158;                    North         East    Units  Estimated Accuracy
 ME2158;SPC IN W     -   718,750.      914,560.      MT  (+/- 180 meters Scaled)
 ME2158
 ME2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076189(NAD 83)
 ME2158
 ME2158                          SUPERSEDED SURVEY CONTROL
 ME2158
 ME2158  NGVD 29 (01/19/93)  180.612  (m)          592.56   (f) ADJUSTED    1 2
 ME2158
 ME2158.Superseded values are not recommended for survey control.
 ME2158
 ME2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2158.See file dsdata.pdf to determine how the superseded data were derived.
 ME2158
 ME2158_MARKER: DJ = TIDAL STATION DISK
 ME2158_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME2158_SP_SET: FOUNDATION WALL
 ME2158_STAMPING: NIPS 1946 LDK
 ME2158_MARK LOGO: USLS
 ME2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2158+STABILITY: SURFACE MOTION
 ME2158
 ME2158  HISTORY     - Date     Condition        Report By
 ME2158  HISTORY     - 1946     MONUMENTED       USLS
 ME2158  HISTORY     - 1985     GOOD             NGS
 ME2158
 ME2158                          STATION DESCRIPTION
 ME2158
 ME2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2158'0.6 KM (0.4 MI) WEST FROM MICHIGAN CITY.
 ME2158'0.2 KM (0.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE IN
 ME2158'MICHIGAN CITY, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG WABASH STREET,
 ME2158'SET VERTICALLY IN THE NORTHWEST FACE OF THE EAST WING OF THE NORTHERN
 ME2158'INDIANA PUBLIC SERVICE COMPANY BUILDING, 27.8 M (91.2 FT) SOUTHWEST OF
 ME2158'THE CENTER OF THE STREET, AND 5.0 M (61.4 FT) SOUTHWEST OF THE
 ME2158'NORTHEAST CORNER OF THE EAST WING OF THE BUILDING.
 ME2158'THE MARK IS 1.3 M ABOVE A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2157 ***********************************************************************
 ME2157  DESIGNATION -  908 7038 WALL
 ME2157  PID         -  ME2157
 ME2157  STATE/COUNTY-  IN/LA PORTE
 ME2157  COUNTRY     -  US
 ME2157  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2157
 ME2157                         *CURRENT SURVEY CONTROL
 ME2157  ______________________________________________________________________
 ME2157* NAD 83(1986) POSITION- 41 43 18.     (N) 086 54 30.     (W)   SCALED
 ME2157* NAVD 88 ORTHO HEIGHT -   183.074 (meters)      600.64  (feet) ADJUSTED
 ME2157  ______________________________________________________________________
 ME2157  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2157  DYNAMIC HEIGHT  -        183.008 (meters)      600.42  (feet) COMP
 ME2157  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 ME2157
 ME2157  VERT ORDER      -  FIRST     CLASS II
 ME2157
 ME2157.The horizontal coordinates were scaled from a map and have
 ME2157.an estimated accuracy of +/- 6 seconds.
 ME2157
 ME2157.The orthometric height was determined by differential leveling and
 ME2157.adjusted by the NATIONAL GEODETIC SURVEY
 ME2157.in June 1991.
 ME2157
 ME2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2157.GEOID18 height accuracy estimate available here.
 ME2157
 ME2157.Click photographs - Photos may exist for this station.
 ME2157
 ME2157.The dynamic height is computed by dividing the NAVD 88
 ME2157.geopotential number by the normal gravity value computed on the
 ME2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2157.degrees latitude (g = 980.6199 gals.).
 ME2157
 ME2157.The modeled gravity was interpolated from observed gravity values.
 ME2157
 ME2157;                    North         East    Units  Estimated Accuracy
 ME2157;SPC IN W     -   718,720.      914,560.      MT  (+/- 180 meters Scaled)
 ME2157
 ME2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076188(NAD 83)
 ME2157
 ME2157                          SUPERSEDED SURVEY CONTROL
 ME2157
 ME2157  NGVD 29 (01/19/93)  183.183  (m)          600.99   (f) ADJUSTED    1 2
 ME2157
 ME2157.Superseded values are not recommended for survey control.
 ME2157
 ME2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2157.See file dsdata.pdf to determine how the superseded data were derived.
 ME2157
 ME2157_MARKER: DJ = TIDAL STATION DISK
 ME2157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME2157_SP_SET: RETAINING WALL
 ME2157_MARK LOGO: USLS
 ME2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2157+STABILITY: SURFACE MOTION
 ME2157
 ME2157  HISTORY     - Date     Condition        Report By
 ME2157  HISTORY     - 1949     MONUMENTED       USLS
 ME2157  HISTORY     - 1985     GOOD             NGS
 ME2157
 ME2157                          STATION DESCRIPTION
 ME2157
 ME2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2157'0.6 KM (0.4 MI) WEST FROM MICHIGAN CITY.
 ME2157'0.2 KM (0.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE IN
 ME2157'MICHIGAN CITY, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG WABASH STREET,
 ME2157'SET VERTICALLY IN THE NORTHEAST FACE OF THE BRICK RETAINING WALL AT
 ME2157'THE SOUTHEAST CORNER OF THE NORTHERN INDIANA PUBLIC SERVICE COMPANY
 ME2157'BUILDING, 22.9 M (75.1 FT) SOUTHWEST OF THE CENTER OF THE STREET, AND
 ME2157'8.3 M (27.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL.
 ME2157'THE DISK IS NOT STAMPED.
 ME2157'THE MARK IS 1.2 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2154 ***********************************************************************
 ME2154  WATER LEVEL -  This is a Water Level Survey Control Monument.
 ME2154  DESIGNATION -  908 7038 WL 238
 ME2154  PID         -  ME2154
 ME2154  STATE/COUNTY-  IN/LA PORTE
 ME2154  COUNTRY     -  US
 ME2154  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2154
 ME2154                         *CURRENT SURVEY CONTROL
 ME2154  ______________________________________________________________________
 ME2154* NAD 83(1986) POSITION- 41 43 21.5    (N) 086 54 21.8    (W)   HD_HELD2
 ME2154* NAVD 88 ORTHO HEIGHT -   181.457 (meters)      595.33  (feet) ADJUSTED
 ME2154  ______________________________________________________________________
 ME2154  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2154  DYNAMIC HEIGHT  -        181.391 (meters)      595.11  (feet) COMP
 ME2154  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 ME2154
 ME2154  VERT ORDER      -  FIRST     CLASS II
 ME2154
 ME2154.The horizontal coordinates were established by autonomous hand held GPS
 ME2154.observations and have an estimated accuracy of +/- 10 meters.
 ME2154
 ME2154.The orthometric height was determined by differential leveling and
 ME2154.adjusted by the NATIONAL GEODETIC SURVEY
 ME2154.in June 1991.
 ME2154
 ME2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2154.GEOID18 height accuracy estimate available here.
 ME2154
 ME2154.This Water Level Mark is designated as VM 21403
 ME2154.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 ME2154
 ME2154.Click photographs - Photos may exist for this station.
 ME2154
 ME2154.The dynamic height is computed by dividing the NAVD 88
 ME2154.geopotential number by the normal gravity value computed on the
 ME2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2154.degrees latitude (g = 980.6199 gals.).
 ME2154
 ME2154.The modeled gravity was interpolated from observed gravity values.
 ME2154
 ME2154;                    North         East    Units  Estimated Accuracy
 ME2154;SPC IN W     -   718,828.      914,751.      MT  (+/- 10 meters HH2 GPS)
 ME2154
 ME2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0781318986(NAD 83)
 ME2154
 ME2154                          SUPERSEDED SURVEY CONTROL
 ME2154
 ME2154  NGVD 29 (01/19/93)  181.566  (m)          595.69   (f) ADJUSTED    1 2
 ME2154
 ME2154.Superseded values are not recommended for survey control.
 ME2154
 ME2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2154.See file dsdata.pdf to determine how the superseded data were derived.
 ME2154
 ME2154_MARKER: DJ = TIDAL STATION DISK
 ME2154_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME2154_SP_SET: BUILDING
 ME2154_STAMPING: WL 238 RCH 1935
 ME2154_MARK LOGO: USLS
 ME2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2154+STABILITY: SURFACE MOTION
 ME2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2154+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 ME2154
 ME2154  HISTORY     - Date     Condition        Report By
 ME2154  HISTORY     - 1935     MONUMENTED       USLS
 ME2154  HISTORY     - 1985     GOOD             NGS
 ME2154  HISTORY     - 20060811 GOOD             GEOCAC
 ME2154  HISTORY     - 20220706 GOOD             MIDT
 ME2154  HISTORY     - 20250717 GOOD             USPSQD
 ME2154
 ME2154                          STATION DESCRIPTION
 ME2154
 ME2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2154'IN MICHIGAN CITY, AT THE INTERSECTION OF FRANKLIN STREET AND HEISMAN
 ME2154'HARBOR ROAD, SET VERTICALLY IN THE SOUTHEAST FACE AT THE SOUTH CORNER
 ME2154'OF THE LIGHTHOUSE MUSEUM, AT THE ENTRANCE TO WASHINGTON PARK, 124.9 M
 ME2154'(409.8 FT) SOUTHWEST OF THE CENTERLINE OF THE STREET, 65.8 M (215.9
 ME2154'FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) NORTHWEST
 ME2154'OF THE SOUTH CORNER.  THE MARK IS 1.4 M ABOVE THE GROUND.
 ME2154
 ME2154                          STATION RECOVERY (2006)
 ME2154
 ME2154'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME2154'RECOVERED IN GOOD CONDITION.
 ME2154
 ME2154                          STATION RECOVERY (2022)
 ME2154
 ME2154'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (SMA)
 ME2154'LEADING FROM THE SOUTH STEPS 20 FT FROM SOUTH CORNER OF BUILDING. 50
 ME2154'FT EAST OF WHITE BANNER POLE. NORTHEAST OF SMALL BUILDING. WITHIN A 20
 ME2154'FT PERIMETER OF CHAIN LINK FENCE. MARK IS SET IN A LARGE BRICK
 ME2154'BUILDING 5 FT FROM THE GROUND.
 ME2154
 ME2154                          STATION RECOVERY (2025)
 ME2154
 ME2154'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 ME2154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2136 ***********************************************************************
 ME2136  DESIGNATION -  908 7039 BURNS
 ME2136  PID         -  ME2136
 ME2136  STATE/COUNTY-  IN/PORTER
 ME2136  COUNTRY     -  US
 ME2136  USGS QUAD   -  OGDEN DUNES (2019)
 ME2136
 ME2136                         *CURRENT SURVEY CONTROL
 ME2136  ______________________________________________________________________
 ME2136* NAD 83(1986) POSITION- 41 37 55.     (N) 087 10 34.     (W)   SCALED
 ME2136* NAVD 88 ORTHO HEIGHT -   183.742 (meters)      602.83  (feet) ADJUSTED
 ME2136  ______________________________________________________________________
 ME2136  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME2136  DYNAMIC HEIGHT  -        183.675 (meters)      602.61  (feet) COMP
 ME2136  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 ME2136
 ME2136  VERT ORDER      -  FIRST     CLASS II
 ME2136
 ME2136.The horizontal coordinates were scaled from a map and have
 ME2136.an estimated accuracy of +/- 6 seconds.
 ME2136
 ME2136.The orthometric height was determined by differential leveling and
 ME2136.adjusted by the NATIONAL GEODETIC SURVEY
 ME2136.in June 1991.
 ME2136
 ME2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2136.GEOID18 height accuracy estimate available here.
 ME2136
 ME2136.Click photographs - Photos may exist for this station.
 ME2136
 ME2136.The dynamic height is computed by dividing the NAVD 88
 ME2136.geopotential number by the normal gravity value computed on the
 ME2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2136.degrees latitude (g = 980.6199 gals.).
 ME2136
 ME2136.The modeled gravity was interpolated from observed gravity values.
 ME2136
 ME2136;                    North         East    Units  Estimated Accuracy
 ME2136;SPC IN W     -   708,740.      892,270.      MT  (+/- 180 meters Scaled)
 ME2136
 ME2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM853089(NAD 83)
 ME2136
 ME2136                          SUPERSEDED SURVEY CONTROL
 ME2136
 ME2136  NGVD 29 (01/19/93)  183.836  (m)          603.14   (f) ADJUSTED    1 2
 ME2136  NGVD 29 (??/??/92)  183.829  (m)          603.11   (f) SUPERSEDED  1 2
 ME2136
 ME2136.Superseded values are not recommended for survey control.
 ME2136
 ME2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2136.See file dsdata.pdf to determine how the superseded data were derived.
 ME2136
 ME2136_MARKER: DD = SURVEY DISK
 ME2136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME2136_SP_SET: RETAINING WALL
 ME2136_STAMPING: BURNS 1962 CBF
 ME2136_MARK LOGO: USACE
 ME2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2136+STABILITY: SURFACE MOTION
 ME2136
 ME2136  HISTORY     - Date     Condition        Report By
 ME2136  HISTORY     - 1962     MONUMENTED       USLS
 ME2136  HISTORY     - 1985     GOOD             NGS
 ME2136
 ME2136                          STATION DESCRIPTION
 ME2136
 ME2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2136'16.5 KM (10.25 MI) EAST FROM GARY.
 ME2136'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2136'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, THENCE 0.2 KM (0.1
 ME2136'MI) NORTH ALONG THE NATIONAL STEEL CORPORATION ENTRANCE ROAD, THENCE
 ME2136'1.6 KM (1.0 MI) WEST AND NORTH ALONG A PAVED ROAD, THENCE 0.1 KM (0.05
 ME2136'MI) WEST ALONG A GRAVELED ROAD, IN TOP OF A CONCRETE RETAING WALL
 ME2136'ALONG THE BURNS WATERWAY, 16.3 M (53.5 FT) EAST OF THE WEST EDGE OF A
 ME2136'DOCK, AND 11.7 M (38.3 FT) SOUTH OF THE NORTH END OF THE WALL.
 ME2136'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2137 ***********************************************************************
 ME2137  DESIGNATION -  908 7039 DITCH
 ME2137  PID         -  ME2137
 ME2137  STATE/COUNTY-  IN/PORTER
 ME2137  COUNTRY     -  US
 ME2137  USGS QUAD   -  OGDEN DUNES (2019)
 ME2137
 ME2137                         *CURRENT SURVEY CONTROL
 ME2137  ______________________________________________________________________
 ME2137* NAD 83(1986) POSITION- 41 37 55.     (N) 087 10 34.     (W)   SCALED
 ME2137* NAVD 88 ORTHO HEIGHT -   179.051 (meters)      587.44  (feet) ADJUSTED
 ME2137  ______________________________________________________________________
 ME2137  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME2137  DYNAMIC HEIGHT  -        178.986 (meters)      587.22  (feet) COMP
 ME2137  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 ME2137
 ME2137  VERT ORDER      -  FIRST     CLASS II
 ME2137
 ME2137.The horizontal coordinates were scaled from a map and have
 ME2137.an estimated accuracy of +/- 6 seconds.
 ME2137
 ME2137.The orthometric height was determined by differential leveling and
 ME2137.adjusted by the NATIONAL GEODETIC SURVEY
 ME2137.in June 1991.
 ME2137
 ME2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2137.GEOID18 height accuracy estimate available here.
 ME2137
 ME2137.Click photographs - Photos may exist for this station.
 ME2137
 ME2137.The dynamic height is computed by dividing the NAVD 88
 ME2137.geopotential number by the normal gravity value computed on the
 ME2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2137.degrees latitude (g = 980.6199 gals.).
 ME2137
 ME2137.The modeled gravity was interpolated from observed gravity values.
 ME2137
 ME2137;                    North         East    Units  Estimated Accuracy
 ME2137;SPC IN W     -   708,740.      892,270.      MT  (+/- 180 meters Scaled)
 ME2137
 ME2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM853089(NAD 83)
 ME2137
 ME2137                          SUPERSEDED SURVEY CONTROL
 ME2137
 ME2137  NGVD 29 (01/19/93)  179.146  (m)          587.75   (f) ADJUSTED    1 2
 ME2137  NGVD 29 (??/??/92)  179.138  (m)          587.72   (f) SUPERSEDED  1 2
 ME2137
 ME2137.Superseded values are not recommended for survey control.
 ME2137
 ME2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2137.See file dsdata.pdf to determine how the superseded data were derived.
 ME2137
 ME2137_MARKER: Q = CHISELED SQUARE
 ME2137_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 ME2137_SP_SET: PILE
 ME2137_MARK LOGO: NONE
 ME2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2137
 ME2137  HISTORY     - Date     Condition        Report By
 ME2137  HISTORY     - UNK      MONUMENTED       USLS
 ME2137  HISTORY     - 1985     GOOD             NGS
 ME2137
 ME2137                          STATION DESCRIPTION
 ME2137
 ME2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2137'16.5 KM (10.25 MI) EAST FROM GARY.
 ME2137'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2137'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, THENCE 0.2 KM (0.1
 ME2137'MI) NORTH ALONG THE NATIONAL STEEL CORPORATION ENTRANCE ROAD, THENCE
 ME2137'1.6 KM (1.0 MI) WEST AND NORTH ALONG A PAVED ROAD, THENCE 0.1 KM (0.05
 ME2137'MI) WEST ALONG A GRAVELED ROAD, A 1/2 INCH CHISELED SQUARE IN TOP OF A
 ME2137'STEEL PILE AT THE WEST END OF A DOCK, 19.2 M (63.0 FT) SOUTHWEST OF
 ME2137'THE NORTH END OF A LEVEE, AND 0.7 M (2.3 FT) SOUTH OF THE NORTHWEST
 ME2137'CORNER OF THE DOCK.
 ME2137'THE MARK IS ABOVE LEVEL WITH THE DOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2134 ***********************************************************************
 ME2134  DESIGNATION -  908 7039 E
 ME2134  PID         -  ME2134
 ME2134  STATE/COUNTY-  IN/PORTER
 ME2134  COUNTRY     -  US
 ME2134  USGS QUAD   -  OGDEN DUNES (2019)
 ME2134
 ME2134                         *CURRENT SURVEY CONTROL
 ME2134  ______________________________________________________________________
 ME2134* NAD 83(1986) POSITION- 41 37 53.     (N) 087 10 26.     (W)   SCALED
 ME2134* NAVD 88 ORTHO HEIGHT -   184.788 (meters)      606.26  (feet) ADJUSTED
 ME2134  ______________________________________________________________________
 ME2134  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 ME2134  DYNAMIC HEIGHT  -        184.721 (meters)      606.04  (feet) COMP
 ME2134  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 ME2134
 ME2134  VERT ORDER      -  FIRST     CLASS II
 ME2134
 ME2134.The horizontal coordinates were scaled from a map and have
 ME2134.an estimated accuracy of +/- 6 seconds.
 ME2134
 ME2134.The orthometric height was determined by differential leveling and
 ME2134.adjusted by the NATIONAL GEODETIC SURVEY
 ME2134.in June 1991.
 ME2134
 ME2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2134.GEOID18 height accuracy estimate available here.
 ME2134
 ME2134.Click photographs - Photos may exist for this station.
 ME2134
 ME2134.The dynamic height is computed by dividing the NAVD 88
 ME2134.geopotential number by the normal gravity value computed on the
 ME2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2134.degrees latitude (g = 980.6199 gals.).
 ME2134
 ME2134.The modeled gravity was interpolated from observed gravity values.
 ME2134
 ME2134;                    North         East    Units  Estimated Accuracy
 ME2134;SPC IN W     -   708,680.      892,460.      MT  (+/- 180 meters Scaled)
 ME2134
 ME2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM855088(NAD 83)
 ME2134
 ME2134                          SUPERSEDED SURVEY CONTROL
 ME2134
 ME2134  NGVD 29 (01/19/93)  184.883  (m)          606.57   (f) ADJUSTED    1 2
 ME2134  NGVD 29 (??/??/92)  184.876  (m)          606.55   (f) SUPERSEDED  1 2
 ME2134
 ME2134.Superseded values are not recommended for survey control.
 ME2134
 ME2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2134.See file dsdata.pdf to determine how the superseded data were derived.
 ME2134
 ME2134_MARKER: DD = SURVEY DISK
 ME2134_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME2134_SP_SET: BUILDING FOUNDATION
 ME2134_STAMPING: 7039 E 1977
 ME2134_MARK LOGO: NOS
 ME2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2134+STABILITY: POSITION/ELEVATION WELL
 ME2134
 ME2134  HISTORY     - Date     Condition        Report By
 ME2134  HISTORY     - 1977     MONUMENTED       NOS
 ME2134  HISTORY     - 1985     GOOD             NGS
 ME2134
 ME2134                          STATION DESCRIPTION
 ME2134
 ME2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2134'16.3 KM (10.1 MI) EAST FROM GARY.
 ME2134'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2134'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, THENCE 0.2 KM (0.1
 ME2134'MI) NORTH ALONG THE ENTRANCE ROAD TO THE NATIONAL STEEL CORPORATION,
 ME2134'THENCE 1.5 KM (0.95 MI) WEST AND NORTH ALONG A PAVED ROAD, IN TOP OF
 ME2134'THE CONCRETE FOUNDATION OF THE MILL BUILDING, 53.6 M (175.9 FT) EAST
 ME2134'OF THE CENTER OF THE ROAD, 1.0 M (3.3 FT) NORTH OF THE SOUTH EDGE OF
 ME2134'THE FOUNDATION, 0.6 M (2.0 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 ME2134'BUILDING, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE FOUNDATION.
 ME2134'THE MARK IS 1.2 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2133 ***********************************************************************
 ME2133  DESIGNATION -  908 7039 MILL
 ME2133  PID         -  ME2133
 ME2133  STATE/COUNTY-  IN/PORTER
 ME2133  COUNTRY     -  US
 ME2133  USGS QUAD   -  OGDEN DUNES (2019)
 ME2133
 ME2133                         *CURRENT SURVEY CONTROL
 ME2133  ______________________________________________________________________
 ME2133* NAD 83(1986) POSITION- 41 37 51.     (N) 087 10 26.     (W)   SCALED
 ME2133* NAVD 88 ORTHO HEIGHT -   184.476 (meters)      605.24  (feet) ADJUSTED
 ME2133  ______________________________________________________________________
 ME2133  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 ME2133  DYNAMIC HEIGHT  -        184.409 (meters)      605.02  (feet) COMP
 ME2133  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 ME2133
 ME2133  VERT ORDER      -  FIRST     CLASS II
 ME2133
 ME2133.The horizontal coordinates were scaled from a map and have
 ME2133.an estimated accuracy of +/- 6 seconds.
 ME2133
 ME2133.The orthometric height was determined by differential leveling and
 ME2133.adjusted by the NATIONAL GEODETIC SURVEY
 ME2133.in June 1991.
 ME2133
 ME2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2133.GEOID18 height accuracy estimate available here.
 ME2133
 ME2133.Click photographs - Photos may exist for this station.
 ME2133
 ME2133.The dynamic height is computed by dividing the NAVD 88
 ME2133.geopotential number by the normal gravity value computed on the
 ME2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2133.degrees latitude (g = 980.6199 gals.).
 ME2133
 ME2133.The modeled gravity was interpolated from observed gravity values.
 ME2133
 ME2133;                    North         East    Units  Estimated Accuracy
 ME2133;SPC IN W     -   708,620.      892,450.      MT  (+/- 180 meters Scaled)
 ME2133
 ME2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM855088(NAD 83)
 ME2133
 ME2133                          SUPERSEDED SURVEY CONTROL
 ME2133
 ME2133  NGVD 29 (01/19/93)  184.570  (m)          605.54   (f) ADJUSTED    1 2
 ME2133  NGVD 29 (??/??/92)  184.563  (m)          605.52   (f) SUPERSEDED  1 2
 ME2133
 ME2133.Superseded values are not recommended for survey control.
 ME2133
 ME2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2133.See file dsdata.pdf to determine how the superseded data were derived.
 ME2133
 ME2133_MARKER: DJ = TIDAL STATION DISK
 ME2133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2133_SP_SET: BUILDING PIER
 ME2133_STAMPING: MILL 1962
 ME2133_MARK LOGO: USLS
 ME2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2133
 ME2133  HISTORY     - Date     Condition        Report By
 ME2133  HISTORY     - 1962     MONUMENTED       USLS
 ME2133  HISTORY     - 1985     GOOD             NGS
 ME2133
 ME2133                          STATION DESCRIPTION
 ME2133
 ME2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2133'16.2 KM (10.05 MI) EAST FROM GARY.
 ME2133'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2133'WITH STATE HIGHWAY 53 IN GARY, THENCE 0.2 KM (0.1 MI) NORTH ALONG THE
 ME2133'ENTRANCE ROAD TO THE NATIONAL STEEL CORPORATION, THENCE 1.4 KM (0.85
 ME2133'MI) WEST AND NORTH ALONG A PAVED ROAD, SET VERTICALLY IN THE WEST FACE
 ME2133'OF A BUILDING PIER, 86.9 M (285.1 FT) SOUTH OF THE NORTHWEST CORNER OF
 ME2133'THE BUILDING, 53.6 M (175.9 FT) EAST OF THE CENTER OF THE ROAD, 16.0 M
 ME2133'(52.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE WEST ENTRACE TO THE
 ME2133'BUILDING, 13.4 M (44.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 ME2133'MANHOLE COVER, AND 7.2 M (23.6 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A
 ME2133'PIPELINE TOWER.  NOTE--THIS MARK IS ON PROPRETY OWNED BY NATIONAL
 ME2133'STEEL CORPORATION AND PERMISSION WILL HAVE TO BE OBTAINED TO VISIT THE
 ME2133'MARK.
 ME2133'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2135 ***********************************************************************
 ME2135  DESIGNATION -  908 7039 RAIL
 ME2135  PID         -  ME2135
 ME2135  STATE/COUNTY-  IN/PORTER
 ME2135  COUNTRY     -  US
 ME2135  USGS QUAD   -  OGDEN DUNES (2019)
 ME2135
 ME2135                         *CURRENT SURVEY CONTROL
 ME2135  ______________________________________________________________________
 ME2135* NAD 83(1986) POSITION- 41 37 55.85   (N) 087 10 29.39   (W)   HD_HELD1
 ME2135* NAVD 88 ORTHO HEIGHT -   183.487 (meters)      601.99  (feet) ADJUSTED
 ME2135  ______________________________________________________________________
 ME2135  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME2135  DYNAMIC HEIGHT  -        183.421 (meters)      601.77  (feet) COMP
 ME2135  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 ME2135
 ME2135  VERT ORDER      -  FIRST     CLASS II
 ME2135
 ME2135.The horizontal coordinates were determined by differentially corrected
 ME2135.hand held GPS observations or other comparable positioning techniques
 ME2135.and have an estimated accuracy of +/- 3 meters.
 ME2135
 ME2135.The orthometric height was determined by differential leveling and
 ME2135.adjusted by the NATIONAL GEODETIC SURVEY
 ME2135.in June 1991.
 ME2135
 ME2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2135.GEOID18 height accuracy estimate available here.
 ME2135
 ME2135.Click photographs - Photos may exist for this station.
 ME2135
 ME2135.The dynamic height is computed by dividing the NAVD 88
 ME2135.geopotential number by the normal gravity value computed on the
 ME2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2135.degrees latitude (g = 980.6199 gals.).
 ME2135
 ME2135.The modeled gravity was interpolated from observed gravity values.
 ME2135
 ME2135;                    North         East    Units  Estimated Accuracy
 ME2135;SPC IN W     -   708,769.9     892,376.1     MT  (+/- 3 meters HH1 GPS) 
 ME2135
 ME2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8543708953(NAD 83)
 ME2135
 ME2135                          SUPERSEDED SURVEY CONTROL
 ME2135
 ME2135  NGVD 29 (01/19/93)  183.582  (m)          602.30   (f) ADJUSTED    1 2
 ME2135  NGVD 29 (??/??/92)  183.575  (m)          602.28   (f) SUPERSEDED  1 2
 ME2135
 ME2135.Superseded values are not recommended for survey control.
 ME2135
 ME2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2135.See file dsdata.pdf to determine how the superseded data were derived.
 ME2135
 ME2135_MARKER: Z = SEE DESCRIPTION
 ME2135_SETTING: 0 = UNSPECIFIED SETTING
 ME2135_MARK LOGO: NONE
 ME2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2135
 ME2135  HISTORY     - Date     Condition        Report By
 ME2135  HISTORY     - UNK      MONUMENTED       USLS
 ME2135  HISTORY     - 1985     GOOD             NGS
 ME2135
 ME2135                          STATION DESCRIPTION
 ME2135
 ME2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2135'16.4 KM (10.2 MI) EAST FROM GARY.
 ME2135'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2135'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, THENCE 0.2 KM (0.1
 ME2135'MI) NORTH ALONG THE NATIONAL STEEL CORPORATION ENTRANCE ROAD, THENCE
 ME2135'1.6 KM (1.0 MI) WEST AND NORTH ALONG A PAVED ROAD, 17.6 M (57.7 FT)
 ME2135'NORTH OF A UTILITY POLE WITH A STREET LIGHT, 5.7 M (18.7 FT) WEST OF
 ME2135'THE CENTER OF THE ROAD, AND 5.7 M (18.7 FT) NORTH OF THE NORTHEAST
 ME2135'CORNER OF A STEEL CLEANOUT PIT.  NOTE--THE MARK IS A SECTION OF RAIL
 ME2135'EMBEDDED IN A CONCRETE FLUSH WITH THE GROUND.
 ME2135'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 ME2135'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2121 ***********************************************************************
 ME2121  DESIGNATION -  908 7040 SUPPORT
 ME2121  PID         -  ME2121
 ME2121  STATE/COUNTY-  IN/LAKE
 ME2121  COUNTRY     -  US
 ME2121  USGS QUAD   -  GARY (2019)
 ME2121
 ME2121                         *CURRENT SURVEY CONTROL
 ME2121  ______________________________________________________________________
 ME2121* NAD 83(1986) POSITION- 41 36 31.     (N) 087 19 26.     (W)   SCALED
 ME2121* NAVD 88 ORTHO HEIGHT -   181.112 (meters)      594.20  (feet) ADJUSTED
 ME2121  ______________________________________________________________________
 ME2121  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 ME2121  DYNAMIC HEIGHT  -        181.045 (meters)      593.98  (feet) COMP
 ME2121  MODELED GRAVITY -    980,252.2   (mgal)                       NAVD 88
 ME2121
 ME2121  VERT ORDER      -  FIRST     CLASS II
 ME2121
 ME2121.The horizontal coordinates were scaled from a map and have
 ME2121.an estimated accuracy of +/- 6 seconds.
 ME2121
 ME2121.The orthometric height was determined by differential leveling and
 ME2121.adjusted by the NATIONAL GEODETIC SURVEY
 ME2121.in June 1991.
 ME2121
 ME2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2121.GEOID18 height accuracy estimate available here.
 ME2121
 ME2121.Click photographs - Photos may exist for this station.
 ME2121
 ME2121.The dynamic height is computed by dividing the NAVD 88
 ME2121.geopotential number by the normal gravity value computed on the
 ME2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2121.degrees latitude (g = 980.6199 gals.).
 ME2121
 ME2121.The modeled gravity was interpolated from observed gravity values.
 ME2121
 ME2121;                    North         East    Units  Estimated Accuracy
 ME2121;SPC IN W     -   706,180.      879,950.      MT  (+/- 180 meters Scaled)
 ME2121
 ME2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM730063(NAD 83)
 ME2121
 ME2121                          SUPERSEDED SURVEY CONTROL
 ME2121
 ME2121  NGVD 29 (01/19/93)  181.227  (m)          594.58   (f) ADJUSTED    1 2
 ME2121  NGVD 29 (??/??/92)  181.226  (m)          594.57   (f) SUPERSEDED  1 2
 ME2121
 ME2121.Superseded values are not recommended for survey control.
 ME2121
 ME2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2121.See file dsdata.pdf to determine how the superseded data were derived.
 ME2121
 ME2121_MARKER: B = BOLT
 ME2121_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2121+WITH SETTING: PAVEMENT
 ME2121_SP_SET: TOWER BASE
 ME2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2121+STABILITY: SURFACE MOTION
 ME2121
 ME2121  HISTORY     - Date     Condition        Report By
 ME2121  HISTORY     - UNK      MONUMENTED       NOS
 ME2121  HISTORY     - 1985     GOOD             NGS
 ME2121
 ME2121                          STATION DESCRIPTION
 ME2121
 ME2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2121'1.8 KM (1.1 MI) NE FROM GARY.
 ME2121'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM
 ME2121'ITS JUNCTION WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, THENCE 1.1 KM
 ME2121'(0.7 MI) EASTERLY ALONG A PAVED ROAD, A BRASS BOLT IN THE NORTHWEST
 ME2121'CORNER OF THE CONCRETE BASE OF A 4-LEGGED STEEL TOWER SUPPORTING A
 ME2121'10-FOOT DIAMETER PIPE AT THE SOUTH END OF THE U.S. STEEL CORPORATION
 ME2121'SHIP LOADING DOCK, 27.8 M (91.2 FT) EAST OF THE NORTHWEST CORNER OF
 ME2121'THE HARBOR MASTERS OFFICE, 13.7 M (44.9 FT) NORTH OF THE CENTER OF THE
 ME2121'ROAD, 4.5 M (14.8 FT) WEST OF THE SOUTHEAST CORNER OF A WASH ROOM, AND
 ME2121'0.2 M (0.7 FT) NORTHWEST OF THE NORTHWEST LEG OF THE TOWER.  NOTE--THE
 ME2121'MARK IS ON THE PROPERTY OF U.S. STEEL CORPORATION AND PERMISSION MUST
 ME2121'BE OBTAINED TO VISIT THE MARK.
 ME2121'THE MARK IS 0.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DS3970 ***********************************************************************
 DS3970  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3970  DESIGNATION -  908 7042 F
 DS3970  PID         -  DS3970
 DS3970  STATE/COUNTY-  IN/LAKE
 DS3970  COUNTRY     -  US
 DS3970  USGS QUAD   -  WHITING (2019)
 DS3970
 DS3970                         *CURRENT SURVEY CONTROL
 DS3970  ______________________________________________________________________
 DS3970* NAD 83(2011) POSITION- 41 39 14.49782(N) 087 25 59.91688(W)   ADJUSTED
 DS3970* NAD 83(2011) ELLIP HT-   146.723 (meters)        (12/02/25)   ADJUSTED
 DS3970* NAD 83(2011) EPOCH   -  2010.00
 DS3970* NAVD 88 ORTHO HEIGHT -   180.29  (meters)      591.5   (feet) GPS OBS
 DS3970  ______________________________________________________________________
 DS3970  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 DS3970  NAD 83(2011) X  -    213,733.601 (meters)                     COMP
 DS3970  NAD 83(2011) Y  - -4,767,946.889 (meters)                     COMP
 DS3970  NAD 83(2011) Z  -  4,217,066.938 (meters)                     COMP
 DS3970  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 DS3970
 DS3970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3970  Standards:
 DS3970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3970  -------------------------------------------------------------------
 DS3970  NETWORK    0.50   0.96           0.23   0.17   0.49     -0.04333891
 DS3970  -------------------------------------------------------------------
 DS3970  Click here for local accuracies and other accuracy information.
 DS3970
 DS3970.The horizontal coordinates were established by GPS observations
 DS3970.and adjusted by the National Geodetic Survey in December 2025.
 DS3970
 DS3970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3970.been affixed to the stable North American tectonic plate. See 
 DS3970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3970
 DS3970.The horizontal coordinates are valid at the epoch date displayed above
 DS3970.which is a decimal equivalence of Year/Month/Day.
 DS3970
 DS3970.The orthometric height was determined by GPS observations and a
 DS3970.high-resolution geoid model using precise GPS observation and
 DS3970.processing techniques.
 DS3970
 DS3970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3970.GEOID18 height accuracy estimate available here.
 DS3970
 DS3970.Click photographs - Photos may exist for this station.
 DS3970
 DS3970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3970
 DS3970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3970
 DS3970.The ellipsoidal height was determined by GPS observations
 DS3970.and is referenced to NAD 83.
 DS3970
 DS3970. The following values were computed from the NAD 83(2011) position.
 DS3970
 DS3970;                    North         East     Units Scale Factor Converg.
 DS3970;SPC IN W     -   711,251.361   870,848.564   MT  0.99997712   -0 13 57.4
 DS3970;SPC IN W     - 2,333,497.17  2,857,109.00   sFT  0.99997712   -0 13 57.4
 DS3970;UTM  16      - 4,611,455.095   463,920.508   MT  0.99961602   -0 17 16.8
 DS3970
 DS3970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3970!SPC IN W     -   0.99997699  x   0.99997712  =   0.99995411
 DS3970!UTM  16      -   0.99997699  x   0.99961602  =   0.99959302
 DS3970
 DS3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6392011455(NAD 83)
 DS3970
 DS3970                          SUPERSEDED SURVEY CONTROL
 DS3970
 DS3970.No superseded survey control is available for this station.
 DS3970
 DS3970_MARKER: DJ = TIDAL STATION DISK
 DS3970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3970_SP_SET: BREAKWATER
 DS3970_STAMPING: 7042 F 2017
 DS3970_MARK LOGO: NOS
 DS3970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3970+STABILITY: SURFACE MOTION
 DS3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3970+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 DS3970
 DS3970  HISTORY     - Date     Condition        Report By
 DS3970  HISTORY     - UNK      MONUMENTED       NOS
 DS3970  HISTORY     - 20220804 GOOD             NGS
 DS3970
 DS3970                          STATION DESCRIPTION
 DS3970
 DS3970'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (KSJ)
 DS3970'LOCATED IN COOK COUNTY, IL.
 DS3970'
 DS3970'THE MARK IS LOCATED ABOUT 16.5 MI (26.5 KM) NORTHEAST OF STEGER, 14.0
 DS3970'MI (22.5 KM) SOUTHEAST OF ENGLEWOOD, 12.8 MI (20.6 KM) EAST OF BLUE
 DS3970'ISLAND, 11.5 MI (18.5 KM) EAST-NORTHEAST OF HARVEY AND 5.6 MI (9.0 KM)
 DS3970'EAST-NORTHEAST OF CALUMET CITY.
 DS3970'
 DS3970'THE BENCH MARK IS A DISK SET AT THE END OF THE NORTH BREAKWATER FOR
 DS3970'THE EAST CHICAGO MARINA IN A SEMI-CIRCLE CONCRETE LEDGE, 59.4 M (194.9
 DS3970'FT) EAST OF THE NUMBER 4 NAVIGATION AID AT A CORNER OF THE BREAKWATER,
 DS3970'9.00 M (29.5 FT) SOUTH OF THE NUMBER 2 NAVIGATION AID, 8.48 M (27.8
 DS3970'FT) SOUTHEAST OF THE INSIDE CORNER BETWEEN THE SECOND AND THIRD
 DS3970'BREAKWATER CELLS, 1.15 M (3.8 FT) EAST OF THE WEST END OF THE LEDGE,
 DS3970'0.58 M (1.9 FT) NORTH OF THE SHEET PILE WALL AND 1.20 M (3.9 FT) ABOVE
 DS3970'THE CONCRETE WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1675 ***********************************************************************
 HZ1675  DESIGNATION -  91.14
 HZ1675  PID         -  HZ1675
 HZ1675  STATE/COUNTY-  IN/CLARK
 HZ1675  COUNTRY     -  US
 HZ1675  USGS QUAD   -  HENRYVILLE (2019)
 HZ1675
 HZ1675                         *CURRENT SURVEY CONTROL
 HZ1675  ______________________________________________________________________
 HZ1675* NAD 83(1986) POSITION- 38 30 50.     (N) 085 45 57.     (W)   SCALED
 HZ1675* NAVD 88 ORTHO HEIGHT -   148.404 (meters)      486.89  (feet) ADJUSTED
 HZ1675  ______________________________________________________________________
 HZ1675  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 HZ1675  DYNAMIC HEIGHT  -        148.306 (meters)      486.57  (feet) COMP
 HZ1675  MODELED GRAVITY -    979,965.4   (mgal)                       NAVD 88
 HZ1675
 HZ1675  VERT ORDER      -  SECOND    CLASS 0
 HZ1675
 HZ1675.The horizontal coordinates were scaled from a map and have
 HZ1675.an estimated accuracy of +/- 6 seconds.
 HZ1675
 HZ1675.The orthometric height was determined by differential leveling and
 HZ1675.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1675.in June 1991.
 HZ1675
 HZ1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1675.GEOID18 height accuracy estimate available here.
 HZ1675
 HZ1675.Click photographs - Photos may exist for this station.
 HZ1675
 HZ1675.The dynamic height is computed by dividing the NAVD 88
 HZ1675.geopotential number by the normal gravity value computed on the
 HZ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1675.degrees latitude (g = 980.6199 gals.).
 HZ1675
 HZ1675.The modeled gravity was interpolated from observed gravity values.
 HZ1675
 HZ1675;                    North         East    Units  Estimated Accuracy
 HZ1675;SPC IN E     -   362,540.       91,350.      MT  (+/- 180 meters Scaled)
 HZ1675
 HZ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH075635(NAD 83)
 HZ1675
 HZ1675                          SUPERSEDED SURVEY CONTROL
 HZ1675
 HZ1675  NGVD 29 (??/??/92)  148.542  (m)          487.34   (f) ADJ UNCH    2 0
 HZ1675
 HZ1675.Superseded values are not recommended for survey control.
 HZ1675
 HZ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1675.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1675
 HZ1675_MARKER: DD = SURVEY DISK
 HZ1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1675_SP_SET: ABUTMENT
 HZ1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1675
 HZ1675  HISTORY     - Date     Condition        Report By
 HZ1675  HISTORY     - UNK      MONUMENTED       PRR
 HZ1675  HISTORY     - 1934     GOOD             CGS
 HZ1675  HISTORY     - 20230329 MARK NOT FOUND   INDOT
 HZ1675
 HZ1675                          STATION DESCRIPTION
 HZ1675
 HZ1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1675'2.2 MI N FROM MEMPHIS.
 HZ1675'2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1675'AT MEMPHIS, CLARK COUNTY, 75 YARDS EAST OF THE CENTERLINE OF
 HZ1675'U.S. HIGHWAY 31 E, AT BRIDGE NO. 91/14 OVER SMALL CREEK, ON THE
 HZ1675'SOUTHWEST CORNER OF THE WEST END OF THE NORTH ABUTMENT, 7.3
 HZ1675'FEET WEST OF THE WEST RAIL, AND 1.2 FEET LOWER THAN THE TRACK.
 HZ1675'A 2-3/4-INCH OUTLINED SQUARE.
 HZ1675
 HZ1675                          STATION RECOVERY (2023)
 HZ1675
 HZ1675'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0825 ***********************************************************************
 MD0825  DESIGNATION -  911 122 M
 MD0825  PID         -  MD0825
 MD0825  STATE/COUNTY-  IN/WHITLEY
 MD0825  COUNTRY     -  US
 MD0825  USGS QUAD   -  CHURUBUSCO (2019)
 MD0825
 MD0825                         *CURRENT SURVEY CONTROL
 MD0825  ______________________________________________________________________
 MD0825* NAD 83(1986) POSITION- 41 12 02.     (N) 085 21 45.     (W)   SCALED
 MD0825* NAVD 88 ORTHO HEIGHT -   277.780 (meters)      911.35  (feet) ADJUSTED
 MD0825  ______________________________________________________________________
 MD0825  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 MD0825  DYNAMIC HEIGHT  -        277.676 (meters)      911.01  (feet) COMP
 MD0825  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 MD0825
 MD0825  VERT ORDER      -  SECOND    CLASS 0
 MD0825
 MD0825.The horizontal coordinates were scaled from a map and have
 MD0825.an estimated accuracy of +/- 6 seconds.
 MD0825
 MD0825.The orthometric height was determined by differential leveling and
 MD0825.adjusted by the NATIONAL GEODETIC SURVEY
 MD0825.in June 1991.
 MD0825
 MD0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0825.GEOID18 height accuracy estimate available here.
 MD0825
 MD0825.Click photographs - Photos may exist for this station.
 MD0825
 MD0825.The dynamic height is computed by dividing the NAVD 88
 MD0825.geopotential number by the normal gravity value computed on the
 MD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0825.degrees latitude (g = 980.6199 gals.).
 MD0825
 MD0825.The modeled gravity was interpolated from observed gravity values.
 MD0825
 MD0825;                    North         East    Units  Estimated Accuracy
 MD0825;SPC IN E     -   660,880.      125,510.      MT  (+/- 180 meters Scaled)
 MD0825
 MD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL373623(NAD 83)
 MD0825
 MD0825                          SUPERSEDED SURVEY CONTROL
 MD0825
 MD0825  NGVD 29 (??/??/92)  277.936  (m)          911.86   (f) ADJ UNCH    2 0
 MD0825
 MD0825.Superseded values are not recommended for survey control.
 MD0825
 MD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0825.See file dsdata.pdf to determine how the superseded data were derived.
 MD0825
 MD0825_MARKER: DB = BENCH MARK DISK
 MD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0825_STAMPING: 911 122 M 1945
 MD0825_MARK LOGO: USGS
 MD0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0825+STABILITY: SURFACE MOTION
 MD0825
 MD0825  HISTORY     - Date     Condition        Report By
 MD0825  HISTORY     - 1945     MONUMENTED       USGS
 MD0825  HISTORY     - 1962     GOOD             CGS
 MD0825
 MD0825                          STATION DESCRIPTION
 MD0825
 MD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0825'3.5 MI SW FROM CHURUBUSCO.
 MD0825'ABOUT 3.0 MILES SW LY ALONG NO. 205 INDIANA HWY. FROM ITS
 MD0825'INTERSECTION WITH NO. 33 U.S. HWY. AT THE CORNER OF WHITLEY AND
 MD0825'MAIN STREETS IN CHURUBUSCO, THENCE 0.5 MILE S ON COUNTY ROAD TO
 MD0825'T-INTERSECTION AND THE MARK, 49 FEET N OF CENTER LINE OF JOHNSON
 MD0825'ROAD, 20 FEET E OF CENTER LINE OF THE OTHER ROAD, A FOOT HIGHER
 MD0825'THAN SAME, AND PROJECTING 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8315 ***********************************************************************
 AJ8315  SACS        -  This is a Secondary Airport Control Station.
 AJ8315  DESIGNATION -  92 13
 AJ8315  PID         -  AJ8315
 AJ8315  STATE/COUNTY-  IN/ALLEN
 AJ8315  COUNTRY     -  US
 AJ8315  USGS QUAD   -  OSSIAN (2019)
 AJ8315
 AJ8315                         *CURRENT SURVEY CONTROL
 AJ8315  ______________________________________________________________________
 AJ8315* NAD 83(2011) POSITION- 40 59 12.67351(N) 085 11 35.68177(W)   ADJUSTED
 AJ8315* NAD 83(2011) ELLIP HT-   209.831 (meters)        (06/27/12)   ADJUSTED
 AJ8315* NAD 83(2011) EPOCH   -  2010.00
 AJ8315* NAVD 88 ORTHO HEIGHT -   243.11  (meters)      797.6   (feet) GPS OBS
 AJ8315  ______________________________________________________________________
 AJ8315  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8315  GEOID HEIGHT    -        -33.211 (meters)                     GEOID99
 AJ8315  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 AJ8315  NAD 83(2011) X  -    404,036.524 (meters)                     COMP
 AJ8315  NAD 83(2011) Y  - -4,804,749.082 (meters)                     COMP
 AJ8315  NAD 83(2011) Z  -  4,161,458.885 (meters)                     COMP
 AJ8315  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 AJ8315
 AJ8315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8315  Standards:
 AJ8315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8315  -------------------------------------------------------------------
 AJ8315  NETWORK    0.68   1.43           0.30   0.25   0.73      0.10983533
 AJ8315  -------------------------------------------------------------------
 AJ8315  Click here for local accuracies and other accuracy information.
 AJ8315
 AJ8315.This mark is at Fort Wayne Int'l Airport (FWA)
 AJ8315
 AJ8315.The horizontal coordinates were established by GPS observations
 AJ8315.and adjusted by the National Geodetic Survey in June 2012.
 AJ8315
 AJ8315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8315.been affixed to the stable North American tectonic plate. See 
 AJ8315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8315
 AJ8315.The horizontal coordinates are valid at the epoch date displayed above
 AJ8315.which is a decimal equivalence of Year/Month/Day.
 AJ8315
 AJ8315.The orthometric height was determined by GPS observations and a
 AJ8315.high-resolution geoid model.
 AJ8315
 AJ8315.GPS derived orthometric heights for airport stations designated as
 AJ8315.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8315.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8315.not indicate centimeter accuracy relative to other marks which are
 AJ8315.part of the published vertical control network.
 AJ8315
 AJ8315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8315.GEOID18 height accuracy estimate available here.
 AJ8315
 AJ8315.Click photographs - Photos may exist for this station.
 AJ8315
 AJ8315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8315
 AJ8315.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8315
 AJ8315.The ellipsoidal height was determined by GPS observations
 AJ8315.and is referenced to NAD 83.
 AJ8315
 AJ8315. The following values were computed from the NAD 83(2011) position.
 AJ8315
 AJ8315;                    North         East     Units Scale Factor Converg.
 AJ8315;SPC IN E     -   637,206.256   139,838.074   MT  0.99998619   +0 18 37.9
 AJ8315;SPC IN E     - 2,090,567.52    458,785.41   sFT  0.99998619   +0 18 37.9
 AJ8315;UTM  16      - 4,538,869.704   651,984.623   MT  0.99988431   +1 11 06.9
 AJ8315
 AJ8315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8315!SPC IN E     -   0.99996709  x   0.99998619  =   0.99995328
 AJ8315!UTM  16      -   0.99996709  x   0.99988431  =   0.99985140
 AJ8315
 AJ8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5198438869(NAD 83)
 AJ8315
 AJ8315                          SUPERSEDED SURVEY CONTROL
 AJ8315
 AJ8315  NAD 83(2007)-  40 59 12.67358(N)    085 11 35.68281(W) AD(2002.00) 0
 AJ8315  ELLIP H (02/10/07)  209.858  (m)                       GP(2002.00)    
 AJ8315  ELLIP H (06/15/04)  209.862  (m)                       GP(       ) 4 1
 AJ8315  NAD 83(1997)-  40 59 12.67367(N)    085 11 35.68265(W) AD(       ) 1
 AJ8315  ELLIP H (11/27/02)  209.870  (m)                       GP(       ) 4 1
 AJ8315  NAD 83(1997)-  40 59 12.67356(N)    085 11 35.68273(W) AD(       ) 1
 AJ8315  ELLIP H (03/18/02)  209.871  (m)                       GP(       ) 4 1
 AJ8315
 AJ8315.Superseded values are not recommended for survey control.
 AJ8315
 AJ8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8315.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8315
 AJ8315_MARKER: DD = SURVEY DISK
 AJ8315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8315_STAMPING: 92 13 798.14
 AJ8315_MARK LOGO: NONE
 AJ8315_PROJECTION: FLUSH
 AJ8315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8315+STABILITY: SURFACE MOTION
 AJ8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8315+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 AJ8315
 AJ8315  HISTORY     - Date     Condition        Report By
 AJ8315  HISTORY     - 19920101 MONUMENTED       LOCSUR
 AJ8315  HISTORY     - 20020704 GOOD             NGS
 AJ8315  HISTORY     - 20091116 GOOD             OPTGEO
 AJ8315
 AJ8315                          STATION DESCRIPTION
 AJ8315
 AJ8315'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (ARL)
 AJ8315'THE STATION IS LOCATED APPROXIMATELY 4 MI SOUTHWEST OF
 AJ8315'WAYNEDALE, 2 MI EAST OF NINE MILE,  3 MI NORTH OF YODER, AND IS AT
 AJ8315'THE FORT WAYNE INTERNATIONAL AIRPORT, NEAR HANGAR 40. OWNERSHIP-- FORT
 AJ8315'WAYNE
 AJ8315'INTERNATIONAL AIRPORT, AIRPORT MANAGER CHARLES MILLER,
 AJ8315'OPERATIONS MANAGER BILL PRASUHN, PHONE NUMBER (219) 747-4146. THIS
 AJ8315'STATION IS IN THE AIRFIELD RESTRICTED AREA AND SHOULD BE
 AJ8315'CONSIDERED INACCESSIBLE FOR NON-AIRPORT PERSONNEL.
 AJ8315'
 AJ8315'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 469 (EXIT 6)
 AJ8315'AND INDIANA ROUTE 1 SOUTH OF FORT WAYNE, PROCEED NORTH 1.3 MI TO
 AJ8315'THE JUNCTION OF WINTERS ROAD. TURN LEFT AND PROCEED WEST 0.85 MI
 AJ8315'TO THE ENTRANCE TO THE AIRPORT SAFETY BUILDING ON THE RIGHT, WITH
 AJ8315'A GATE ON THE EAST SIDE OF THE BUILDING. PROCEED NORTH THROUGH
 AJ8315'THE GATE AND THEN EASTERLY AND NORTHERLY 0.45 MI ALONG A
 AJ8315'PERIMETER ROAD TO THE JUNCTION OF A RAMP AND TAXIWAY Y. PROCEED
 AJ8315'NORTHWEST 0.75 MI ALONG TAXIWAY Y, CROSSING RUNWAY 5-23 AFTER 0.3
 AJ8315'MI, TO THE STATION ON THE LEFT, JUST BEFORE THE JUNCTION OF Y4.
 AJ8315'
 AJ8315'THE STATION IS LOCATED 59.42 M ON AN AZIMUTH OF 55 DEGREES FROM
 AJ8315'THE NORTHEAST CORNER OF A SIGN-- Y4 32-14--, 30.59 M ON AN AZIMUTH OF
 AJ8315'280 DEGREES FROM THE NORTHWEST CORNER OF A SIGN-- GATES--, AND
 AJ8315'16.64 M ON AN AZIMUTH OF 210 DEGREES FROM THE EDGE OF PAVEMENT AT
 AJ8315'THE THIRD TAXIWAY LIGHT EAST OF THE HOLD SHORT LINE. THE STATION IS
 AJ8315'A FWACAA DISK STAMPED-- 92 13 798.14-- SET IN THE TOP OF A 0.27 M
 AJ8315'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. THIS STATION
 AJ8315'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8315
 AJ8315                          STATION RECOVERY (2002)
 AJ8315
 AJ8315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8315'RECOVERED AS DESCRIBED.
 AJ8315
 AJ8315                          STATION RECOVERY (2009)
 AJ8315
 AJ8315'RECOVERY NOTE BY OPTIMAL GEOMATICS 2009 (HAK)
 AJ8315'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8314 ***********************************************************************
 AJ8314  SACS        -  This is a Secondary Airport Control Station.
 AJ8314  DESIGNATION -  92 16
 AJ8314  PID         -  AJ8314
 AJ8314  STATE/COUNTY-  IN/ALLEN
 AJ8314  COUNTRY     -  US
 AJ8314  USGS QUAD   -  OSSIAN (2019)
 AJ8314
 AJ8314                         *CURRENT SURVEY CONTROL
 AJ8314  ______________________________________________________________________
 AJ8314* NAD 83(2011) POSITION- 40 58 07.89045(N) 085 12 11.66679(W)   ADJUSTED
 AJ8314* NAD 83(2011) ELLIP HT-   207.459 (meters)        (06/27/12)   ADJUSTED
 AJ8314* NAD 83(2011) EPOCH   -  2010.00
 AJ8314* NAVD 88 ORTHO HEIGHT -   240.81  (meters)      790.1   (feet) GPS OBS
 AJ8314  ______________________________________________________________________
 AJ8314  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8314  GEOID HEIGHT    -        -33.276 (meters)                     GEOID99
 AJ8314  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 AJ8314  NAD 83(2011) X  -    403,307.721 (meters)                     COMP
 AJ8314  NAD 83(2011) Y  - -4,806,123.677 (meters)                     COMP
 AJ8314  NAD 83(2011) Z  -  4,159,948.531 (meters)                     COMP
 AJ8314  LAPLACE CORR    -          2.58  (seconds)                    DEFLEC18
 AJ8314
 AJ8314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8314  Standards:
 AJ8314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8314  -------------------------------------------------------------------
 AJ8314  NETWORK    0.67   1.43           0.30   0.24   0.73      0.09503249
 AJ8314  -------------------------------------------------------------------
 AJ8314  Click here for local accuracies and other accuracy information.
 AJ8314
 AJ8314.This mark is at Fort Wayne Int'l Airport (FWA)
 AJ8314
 AJ8314.The horizontal coordinates were established by GPS observations
 AJ8314.and adjusted by the National Geodetic Survey in June 2012.
 AJ8314
 AJ8314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8314.been affixed to the stable North American tectonic plate. See 
 AJ8314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8314
 AJ8314.The horizontal coordinates are valid at the epoch date displayed above
 AJ8314.which is a decimal equivalence of Year/Month/Day.
 AJ8314
 AJ8314.The orthometric height was determined by GPS observations and a
 AJ8314.high-resolution geoid model.
 AJ8314
 AJ8314.GPS derived orthometric heights for airport stations designated as
 AJ8314.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8314.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8314.not indicate centimeter accuracy relative to other marks which are
 AJ8314.part of the published vertical control network.
 AJ8314
 AJ8314.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8314.GEOID18 height accuracy estimate available here.
 AJ8314
 AJ8314.Click photographs - Photos may exist for this station.
 AJ8314
 AJ8314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8314
 AJ8314.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8314
 AJ8314.The ellipsoidal height was determined by GPS observations
 AJ8314.and is referenced to NAD 83.
 AJ8314
 AJ8314. The following values were computed from the NAD 83(2011) position.
 AJ8314
 AJ8314;                    North         East     Units Scale Factor Converg.
 AJ8314;SPC IN E     -   635,203.362   139,007.529   MT  0.99998539   +0 18 13.9
 AJ8314;SPC IN E     - 2,083,996.36    456,060.53   sFT  0.99998539   +0 18 13.9
 AJ8314;UTM  16      - 4,536,854.574   651,184.829   MT  0.99988132   +1 10 41.8
 AJ8314
 AJ8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8314!SPC IN E     -   0.99996746  x   0.99998539  =   0.99995285
 AJ8314!UTM  16      -   0.99996746  x   0.99988132  =   0.99984878
 AJ8314
 AJ8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5118436854(NAD 83)
 AJ8314
 AJ8314                          SUPERSEDED SURVEY CONTROL
 AJ8314
 AJ8314  NAD 83(2007)-  40 58 07.89052(N)    085 12 11.66782(W) AD(2002.00) 0
 AJ8314  ELLIP H (02/10/07)  207.487  (m)                       GP(2002.00)    
 AJ8314  NAD 83(1997)-  40 58 07.89063(N)    085 12 11.66765(W) AD(       ) 1
 AJ8314  ELLIP H (11/27/02)  207.499  (m)                       GP(       ) 4 1
 AJ8314  NAD 83(1997)-  40 58 07.89052(N)    085 12 11.66773(W) AD(       ) 1
 AJ8314  ELLIP H (03/18/02)  207.500  (m)                       GP(       ) 4 1
 AJ8314
 AJ8314.Superseded values are not recommended for survey control.
 AJ8314
 AJ8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8314.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8314
 AJ8314_MARKER: DD = SURVEY DISK
 AJ8314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8314_STAMPING: 92 16 790.60
 AJ8314_MARK LOGO: NONE
 AJ8314_PROJECTION: FLUSH
 AJ8314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8314+STABILITY: SURFACE MOTION
 AJ8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8314+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 AJ8314
 AJ8314  HISTORY     - Date     Condition        Report By
 AJ8314  HISTORY     - 19920101 MONUMENTED       LOCSUR
 AJ8314  HISTORY     - 20020704 GOOD             NGS
 AJ8314  HISTORY     - 20091103 GOOD             OPTGEO
 AJ8314
 AJ8314                          STATION DESCRIPTION
 AJ8314
 AJ8314'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (ARL)
 AJ8314'THE STATION IS LOCATED APPROXIMATELY 4 MI SOUTHWEST OF
 AJ8314'WAYNEDALE, 2 MI EAST OF NINE MILE,  3 MI NORTH OF YODER, AND IS AT
 AJ8314'THE FORT WAYNE INTERNATIONAL AIRPORT. OWNERSHIP-- FORT WAYNE
 AJ8314'INTERNATIONAL AIRPORT, AIRPORT MANAGER CHARLES MILLER,
 AJ8314'OPERATIONS MANAGER BILL PRASUHN, PHONE NUMBER (219) 747-4146. THIS
 AJ8314'STATION IS IN THE AIRFIELD RESTRICTED AREA AND SHOULD BE
 AJ8314'CONSIDERED INACCESSIBLE FOR NON-AIRPORT PERSONNEL.
 AJ8314'
 AJ8314'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 469 (EXIT 6)
 AJ8314'AND INDIANA ROUTE 1 SOUTH OF FORT WAYNE, PROCEED NORTH 1.3 MI TO
 AJ8314'THE JUNCTION OF WINTERS ROAD. TURN LEFT AND PROCEED WEST 0.85 MI
 AJ8314'TO THE ENTRANCE TO THE AIRPORT SAFETY BUILDING ON THE RIGHT, WITH
 AJ8314'A GATE ON THE EAST SIDE OF THE BUILDING. PROCEED NORTH THROUGH
 AJ8314'THE GATE AND THEN WESTERLY 0.65 MI ALONG A PERIMETER ROAD
 AJ8314'ALONGSIDE THE FENCE TO A FENCE CORNER LEADING SOUTHWEST.
 AJ8314'CONTINUE WEST TO TAXIWAY B. TURN LEFT AND PROCEED SOUTHWEST
 AJ8314'0.55 MI ALONG TAXIWAY B TO A RUN-UP AREA ON THE LEFT AND THE
 AJ8314'STATION ON THE RIGHT.
 AJ8314'
 AJ8314'THE STATION IS LOCATED 103.63 M ON AN AZIMUTH OF 60 DEGREES FROM
 AJ8314'THE EDGE OF PAVEMENT OF TAXIWAY B2, 72.61 M ON AN AZIMUTH OF 60
 AJ8314'DEGREES FROM A SIGN-- B2--, AND 61.05 M ON AN AZIMUTH OF 320 DEGREES
 AJ8314'FROM THE EDGE OF PAVEMENT OF TAXIWAY B. THE STATION IS A FWACAA
 AJ8314'DISK STAMPED-- 92 16 790.60-- SET IN THE TOP OF A 0.27 M DIAMETER
 AJ8314'CONCRETE MONUMENT FLUSH WITH THE GROUND. THIS STATION IS
 AJ8314'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8314
 AJ8314                          STATION RECOVERY (2002)
 AJ8314
 AJ8314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8314'RECOVERED AS DESCRIBED.
 AJ8314
 AJ8314                          STATION RECOVERY (2009)
 AJ8314
 AJ8314'RECOVERY NOTE BY OPTIMAL GEOMATICS 2009 (HAK)
 AJ8314'RECOVERED AS DESCRIBED EXCEPT SIGN B2 HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1106 ***********************************************************************
 ME1106  DESIGNATION -  92.758
 ME1106  PID         -  ME1106
 ME1106  STATE/COUNTY-  IN/NEWTON
 ME1106  COUNTRY     -  US
 ME1106  USGS QUAD   -  ENOS (2019)
 ME1106
 ME1106                         *CURRENT SURVEY CONTROL
 ME1106  ______________________________________________________________________
 ME1106* NAD 83(1986) POSITION- 41 04 58.     (N) 087 26 44.     (W)   SCALED
 ME1106* NAVD 88 ORTHO HEIGHT -   202.524 (meters)      664.45  (feet) ADJUSTED
 ME1106  ______________________________________________________________________
 ME1106  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 ME1106  DYNAMIC HEIGHT  -        202.437 (meters)      664.16  (feet) COMP
 ME1106  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 ME1106
 ME1106  VERT ORDER      -  FIRST     CLASS II
 ME1106
 ME1106.The horizontal coordinates were scaled from a map and have
 ME1106.an estimated accuracy of +/- 6 seconds.
 ME1106
 ME1106.The orthometric height was determined by differential leveling and
 ME1106.adjusted by the NATIONAL GEODETIC SURVEY
 ME1106.in June 1991.
 ME1106
 ME1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1106.GEOID18 height accuracy estimate available here.
 ME1106
 ME1106.Click photographs - Photos may exist for this station.
 ME1106
 ME1106.The dynamic height is computed by dividing the NAVD 88
 ME1106.geopotential number by the normal gravity value computed on the
 ME1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1106.degrees latitude (g = 980.6199 gals.).
 ME1106
 ME1106.The modeled gravity was interpolated from observed gravity values.
 ME1106
 ME1106;                    North         East    Units  Estimated Accuracy
 ME1106;SPC IN W     -   647,810.      869,560.      MT  (+/- 180 meters Scaled)
 ME1106
 ME1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625480(NAD 83)
 ME1106
 ME1106                          SUPERSEDED SURVEY CONTROL
 ME1106
 ME1106  NGVD 29 (??/??/92)  202.607  (m)          664.72   (f) ADJ UNCH    1 2
 ME1106
 ME1106.Superseded values are not recommended for survey control.
 ME1106
 ME1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1106.See file dsdata.pdf to determine how the superseded data were derived.
 ME1106
 ME1106_MARKER: X = CHISELED CROSS
 ME1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1106_SP_SET: CULVERT
 ME1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1106
 ME1106  HISTORY     - Date     Condition        Report By
 ME1106  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1106  HISTORY     - 1934     GOOD             CGS
 ME1106
 ME1106                          STATION DESCRIPTION
 ME1106
 ME1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1106'1.6 MI S FROM CONRAD.
 ME1106'1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1106'STATION AT CONRAD, NEWTON COUNTY, 0.3 MILE SOUTH OF MILEPOST 59,
 ME1106'114 FEET SOUTH OF STATION STAKE 2110, AT 36- INCH CAST-IRON PIPE
 ME1106'CULVERT 59.28, ON THE TOP OF THE BELL AT THE WEST END, 14.8 FEET
 ME1106'WEST OF THE WEST RAIL, AND 3.5 FEET BELOW THE TOP OF THE RAIL.
 ME1106'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0913 ***********************************************************************
 JZ0913  DESIGNATION -  929.3
 JZ0913  PID         -  JZ0913
 JZ0913  STATE/COUNTY-  IN/DEARBORN
 JZ0913  COUNTRY     -  US
 JZ0913  USGS QUAD   -  HOOVEN (2016)
 JZ0913
 JZ0913                         *CURRENT SURVEY CONTROL
 JZ0913  ______________________________________________________________________
 JZ0913* NAD 83(1986) POSITION- 39 13 06.     (N) 084 51 25.     (W)   SCALED
 JZ0913* NAVD 88 ORTHO HEIGHT -   283.039 (meters)      928.60  (feet) ADJUSTED
 JZ0913  ______________________________________________________________________
 JZ0913  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ0913  DYNAMIC HEIGHT  -        282.864 (meters)      928.03  (feet) COMP
 JZ0913  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 JZ0913
 JZ0913  VERT ORDER      -  SECOND    CLASS 0
 JZ0913
 JZ0913.The horizontal coordinates were scaled from a map and have
 JZ0913.an estimated accuracy of +/- 6 seconds.
 JZ0913
 JZ0913.The orthometric height was determined by differential leveling and
 JZ0913.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0913.in June 1991.
 JZ0913
 JZ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0913.GEOID18 height accuracy estimate available here.
 JZ0913
 JZ0913.Click photographs - Photos may exist for this station.
 JZ0913
 JZ0913.The dynamic height is computed by dividing the NAVD 88
 JZ0913.geopotential number by the normal gravity value computed on the
 JZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0913.degrees latitude (g = 980.6199 gals.).
 JZ0913
 JZ0913.The modeled gravity was interpolated from observed gravity values.
 JZ0913
 JZ0913;                    North         East    Units  Estimated Accuracy
 JZ0913;SPC IN E     -   441,050.      169,930.      MT  (+/- 180 meters Scaled)
 JZ0913
 JZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ850431(NAD 83)
 JZ0913
 JZ0913                          SUPERSEDED SURVEY CONTROL
 JZ0913
 JZ0913  NGVD 29 (??/??/92)  283.234  (m)          929.24   (f) ADJ UNCH    2 0
 JZ0913
 JZ0913.Superseded values are not recommended for survey control.
 JZ0913
 JZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0913.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0913
 JZ0913_MARKER: Q = CHISELED SQUARE
 JZ0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0913_SP_SET: STEP
 JZ0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0913
 JZ0913  HISTORY     - Date     Condition        Report By
 JZ0913  HISTORY     - UNK      MONUMENTED       USGS
 JZ0913  HISTORY     - 1947     GOOD             CGS
 JZ0913
 JZ0913                          STATION DESCRIPTION
 JZ0913
 JZ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0913'AT BRIGHT.
 JZ0913'AT BRIGHT, A CHISELED SQUARE IN THE SOUTH END OF THE BOTTOM CONCRETE
 JZ0913'STEP AT THE EAST ENTRANCE TO THE PROVIDENCE PRESBYTERIAN CHURCH
 JZ0913'AND 0.6 FOOT ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1267 ***********************************************************************
 LB1267  DESIGNATION -  93.432
 LB1267  PID         -  LB1267
 LB1267  STATE/COUNTY-  IN/NEWTON
 LB1267  COUNTRY     -  US
 LB1267  USGS QUAD   -  MOROCCO (2019)
 LB1267
 LB1267                         *CURRENT SURVEY CONTROL
 LB1267  ______________________________________________________________________
 LB1267* NAD 83(1986) POSITION- 40 53 33.     (N) 087 26 43.     (W)   SCALED
 LB1267* NAVD 88 ORTHO HEIGHT -   202.750 (meters)      665.19  (feet) ADJUSTED
 LB1267  ______________________________________________________________________
 LB1267  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 LB1267  DYNAMIC HEIGHT  -        202.660 (meters)      664.89  (feet) COMP
 LB1267  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 LB1267
 LB1267  VERT ORDER      -  FIRST     CLASS II
 LB1267
 LB1267.The horizontal coordinates were scaled from a map and have
 LB1267.an estimated accuracy of +/- 6 seconds.
 LB1267
 LB1267.The orthometric height was determined by differential leveling and
 LB1267.adjusted by the NATIONAL GEODETIC SURVEY
 LB1267.in June 1991.
 LB1267
 LB1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1267.GEOID18 height accuracy estimate available here.
 LB1267
 LB1267.Click photographs - Photos may exist for this station.
 LB1267
 LB1267.The dynamic height is computed by dividing the NAVD 88
 LB1267.geopotential number by the normal gravity value computed on the
 LB1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1267.degrees latitude (g = 980.6199 gals.).
 LB1267
 LB1267.The modeled gravity was interpolated from observed gravity values.
 LB1267
 LB1267;                    North         East    Units  Estimated Accuracy
 LB1267;SPC IN W     -   626,680.      869,500.      MT  (+/- 180 meters Scaled)
 LB1267
 LB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624269(NAD 83)
 LB1267
 LB1267                          SUPERSEDED SURVEY CONTROL
 LB1267
 LB1267  NGVD 29 (??/??/92)  202.822  (m)          665.43   (f) ADJ UNCH    1 2
 LB1267
 LB1267.Superseded values are not recommended for survey control.
 LB1267
 LB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1267.See file dsdata.pdf to determine how the superseded data were derived.
 LB1267
 LB1267
 LB1267  HISTORY     - Date     Condition        Report By
 LB1267  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1267  HISTORY     - 1934     GOOD             CGS
 LB1267  HISTORY     - 20160205 MARK NOT FOUND   AMESC
 LB1267
 LB1267                          STATION DESCRIPTION
 LB1267
 LB1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1267'1.6 MI N FROM ADE.
 LB1267'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1267'STATION AT ADE, NEWTON COUNTY, 12 FEET NORTHWEST OF SECTION POST
 LB1267'2805, AT CULVERT 72.52, ON THE TOP OF THE NORTHWEST CORNER OF
 LB1267'THE WEST HEAD-WALL, 15 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 LB1267'TRACK, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
 LB1267
 LB1267                          STATION RECOVERY (2016)
 LB1267
 LB1267'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1267'THE RAILROAD IS ABANDONED AND OVERGROWN.  I WAS NOT ABLE TO FIND A
 LB1267'CULVERT FITTING THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1103 ***********************************************************************
 ME1103  DESIGNATION -  93.899
 ME1103  PID         -  ME1103
 ME1103  STATE/COUNTY-  IN/NEWTON
 ME1103  COUNTRY     -  US
 ME1103  USGS QUAD   -  ENOS (2019)
 ME1103
 ME1103                         *CURRENT SURVEY CONTROL
 ME1103  ______________________________________________________________________
 ME1103* NAD 83(1986) POSITION- 41 02 19.     (N) 087 26 42.     (W)   SCALED
 ME1103* NAVD 88 ORTHO HEIGHT -   202.859 (meters)      665.55  (feet) ADJUSTED
 ME1103  ______________________________________________________________________
 ME1103  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 ME1103  DYNAMIC HEIGHT  -        202.772 (meters)      665.26  (feet) COMP
 ME1103  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 ME1103
 ME1103  VERT ORDER      -  FIRST     CLASS II
 ME1103
 ME1103.The horizontal coordinates were scaled from a map and have
 ME1103.an estimated accuracy of +/- 6 seconds.
 ME1103
 ME1103.The orthometric height was determined by differential leveling and
 ME1103.adjusted by the NATIONAL GEODETIC SURVEY
 ME1103.in June 1991.
 ME1103
 ME1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1103.GEOID18 height accuracy estimate available here.
 ME1103
 ME1103.Click photographs - Photos may exist for this station.
 ME1103
 ME1103.The dynamic height is computed by dividing the NAVD 88
 ME1103.geopotential number by the normal gravity value computed on the
 ME1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1103.degrees latitude (g = 980.6199 gals.).
 ME1103
 ME1103.The modeled gravity was interpolated from observed gravity values.
 ME1103
 ME1103;                    North         East    Units  Estimated Accuracy
 ME1103;SPC IN W     -   642,910.      869,590.      MT  (+/- 180 meters Scaled)
 ME1103
 ME1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625431(NAD 83)
 ME1103
 ME1103                          SUPERSEDED SURVEY CONTROL
 ME1103
 ME1103  NGVD 29 (??/??/92)  202.940  (m)          665.81   (f) ADJ UNCH    1 2
 ME1103
 ME1103.Superseded values are not recommended for survey control.
 ME1103
 ME1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1103.See file dsdata.pdf to determine how the superseded data were derived.
 ME1103
 ME1103_MARKER: X = CHISELED CROSS
 ME1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1103_SP_SET: CULVERT
 ME1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1103
 ME1103  HISTORY     - Date     Condition        Report By
 ME1103  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1103  HISTORY     - 1934     GOOD             CGS
 ME1103
 ME1103                          STATION DESCRIPTION
 ME1103
 ME1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1103'1.6 MI N FROM ENOS.
 ME1103'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1103'STATION AT ENOS, NEWTON COUNTY, 30 YARDS SOUTH ACROSS THE TRACK
 ME1103'FROM STATION STAKE 2270, AT 36-INCH CAST-IRON PIPE CULVERT 62.41,
 ME1103'ON THE TOP OF THE EAST END OF THE MIDDLE PIPE, 22 FEET EAST OF
 ME1103'THE EAST RAIL, AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A
 ME1103'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1156 ***********************************************************************
 MD1156  DESIGNATION -  938 150 M
 MD1156  PID         -  MD1156
 MD1156  STATE/COUNTY-  IN/WHITLEY
 MD1156  COUNTRY     -  US
 MD1156  USGS QUAD   -  ORMAS (2019)
 MD1156
 MD1156                         *CURRENT SURVEY CONTROL
 MD1156  ______________________________________________________________________
 MD1156* NAD 83(1986) POSITION- 41 15 58.     (N) 085 34 18.     (W)   SCALED
 MD1156* NAVD 88 ORTHO HEIGHT -   285.855 (meters)      937.84  (feet) ADJUSTED
 MD1156  ______________________________________________________________________
 MD1156  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 MD1156  DYNAMIC HEIGHT  -        285.739 (meters)      937.46  (feet) COMP
 MD1156  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 MD1156
 MD1156  VERT ORDER      -  SECOND    CLASS 0
 MD1156
 MD1156.The horizontal coordinates were scaled from a map and have
 MD1156.an estimated accuracy of +/- 6 seconds.
 MD1156
 MD1156.The orthometric height was determined by differential leveling and
 MD1156.adjusted by the NATIONAL GEODETIC SURVEY
 MD1156.in June 1991.
 MD1156
 MD1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1156.GEOID18 height accuracy estimate available here.
 MD1156
 MD1156.Click photographs - Photos may exist for this station.
 MD1156
 MD1156.The dynamic height is computed by dividing the NAVD 88
 MD1156.geopotential number by the normal gravity value computed on the
 MD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1156.degrees latitude (g = 980.6199 gals.).
 MD1156
 MD1156.The modeled gravity was interpolated from observed gravity values.
 MD1156
 MD1156;                    North         East    Units  Estimated Accuracy
 MD1156;SPC IN E     -   668,120.      107,960.      MT  (+/- 180 meters Scaled)
 MD1156
 MD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196692(NAD 83)
 MD1156
 MD1156                          SUPERSEDED SURVEY CONTROL
 MD1156
 MD1156  NGVD 29 (??/??/92)  285.995  (m)          938.30   (f) ADJ UNCH    2 0
 MD1156
 MD1156.Superseded values are not recommended for survey control.
 MD1156
 MD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1156.See file dsdata.pdf to determine how the superseded data were derived.
 MD1156
 MD1156_MARKER: DB = BENCH MARK DISK
 MD1156_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1156_SP_SET: RAIL CORNER FENCE POST
 MD1156_STAMPING: 938 150M 1945
 MD1156_MARK LOGO: USGS
 MD1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1156
 MD1156  HISTORY     - Date     Condition        Report By
 MD1156  HISTORY     - 1945     MONUMENTED       USGS
 MD1156  HISTORY     - 1946     GOOD             CGS
 MD1156  HISTORY     - 1961     GOOD             USGS
 MD1156
 MD1156                          STATION DESCRIPTION
 MD1156
 MD1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1156'0.5 MI S FROM ETNA.
 MD1156'0.5 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSSROADS AT ETNA,
 MD1156'AT THE JUNCTION OF A ROAD WEST AND AN ABANDONED ROAD EAST, 25
 MD1156'FEET SOUTH OF THE CENTER LINE OF THE ABANDONED ROAD, 23 FEET EAST
 MD1156'OF THE CENTER LINE OF THE PAVED ROAD, AND SET IN THE TOP OF THE
 MD1156'CONCRETE BASE OF A RAILROAD RAIL CORNER FENCE POST, 1 FOOT WEST
 MD1156'OF THE RAIL,  ABOUT 2.5 FEET ABOVE THE PAVED ROAD,  AND SET
 MD1156'IN A DRILL HOLE.
 MD1156
 MD1156                          STATION RECOVERY (1961)
 MD1156
 MD1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1157 ***********************************************************************
 MD1157  DESIGNATION -  938.9 RM
 MD1157  PID         -  MD1157
 MD1157  STATE/COUNTY-  IN/WHITLEY
 MD1157  COUNTRY     -  US
 MD1157  USGS QUAD   -  ORMAS (2019)
 MD1157
 MD1157                         *CURRENT SURVEY CONTROL
 MD1157  ______________________________________________________________________
 MD1157* NAD 83(1986) POSITION- 41 15 58.     (N) 085 34 18.     (W)   SCALED
 MD1157* NAVD 88 ORTHO HEIGHT -   286.113 (meters)      938.69  (feet) ADJUSTED
 MD1157  ______________________________________________________________________
 MD1157  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 MD1157  DYNAMIC HEIGHT  -        285.996 (meters)      938.31  (feet) COMP
 MD1157  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 MD1157
 MD1157  VERT ORDER      -  SECOND    CLASS 0
 MD1157
 MD1157.The horizontal coordinates were scaled from a map and have
 MD1157.an estimated accuracy of +/- 6 seconds.
 MD1157
 MD1157.The orthometric height was determined by differential leveling and
 MD1157.adjusted by the NATIONAL GEODETIC SURVEY
 MD1157.in June 1991.
 MD1157
 MD1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1157.GEOID18 height accuracy estimate available here.
 MD1157
 MD1157.Click photographs - Photos may exist for this station.
 MD1157
 MD1157.The dynamic height is computed by dividing the NAVD 88
 MD1157.geopotential number by the normal gravity value computed on the
 MD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1157.degrees latitude (g = 980.6199 gals.).
 MD1157
 MD1157.The modeled gravity was interpolated from observed gravity values.
 MD1157
 MD1157;                    North         East    Units  Estimated Accuracy
 MD1157;SPC IN E     -   668,120.      107,960.      MT  (+/- 180 meters Scaled)
 MD1157
 MD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196692(NAD 83)
 MD1157
 MD1157                          SUPERSEDED SURVEY CONTROL
 MD1157
 MD1157  NGVD 29 (??/??/92)  286.252  (m)          939.15   (f) ADJ UNCH    2 0
 MD1157
 MD1157.Superseded values are not recommended for survey control.
 MD1157
 MD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1157.See file dsdata.pdf to determine how the superseded data were derived.
 MD1157
 MD1157_MARKER: Q = CHISELED SQUARE
 MD1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1157_SP_SET: POST FOUNDATION
 MD1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1157
 MD1157  HISTORY     - Date     Condition        Report By
 MD1157  HISTORY     - UNK      MONUMENTED       USGS
 MD1157  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MD1157
 MD1157                          STATION DESCRIPTION
 MD1157
 MD1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1157'0.5 MI S FROM ETNA.
 MD1157'ABOUT 0.5 MILE S ALONG ETNA ROAD FROM THE CROSSROADS AT ETNA, AT
 MD1157'THE JUNCTION OF A ROAD LEADING W AND AN ABANDONED OLD ROAD
 MD1157'LEADING EAST NOW A PARTIALLY OVERGROWN LANE, 24 FEET N OF CENTER
 MD1157'LINE OF SAID LANE, ABOUT 23 FEET E OF CENTER LINE OF ETNA ROAD,
 MD1157'IN THE SURFACE OF THE CONCRETE FOUNDATION OF A R.R.-RAIL CORNER
 MD1157'FENCE POST, ORIGINALLY DESCRIBED AS 1 FOOT SW OF THE RAIL POST.
 MD1157'TO THE PRESENT WRITER, NO CHISELED SQUARE WAS APPARENT, THE POST
 MD1157'LEANED NORTHERLY, AND THE S EDGE OF THE CONCRETE FOUNDATION
 MD1157'APPEARED TILTED UP, BUT THE GENERAL SURFACE OF THE FOUNDATION AT
 MD1157'THE DESCRIBED POINT WAS HAND-LEVEL DETERMINED TO BE 0.8 OR 0.9
 MD1157'FOOT ABOVE THE APPARENTLY GOOD CONDITION CLOSEBY 938 150 M
 MD1157'(U.S.G.S.) WHICH IS THE SAME DIFFEENCE DETERMINED BY THE COAST
 MD1157'SURVEY 1946 LEVELS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1105 ***********************************************************************
 ME1105  DESIGNATION -  95.396
 ME1105  PID         -  ME1105
 ME1105  STATE/COUNTY-  IN/NEWTON
 ME1105  COUNTRY     -  US
 ME1105  USGS QUAD   -  ENOS (2019)
 ME1105
 ME1105                         *CURRENT SURVEY CONTROL
 ME1105  ______________________________________________________________________
 ME1105* NAD 83(1986) POSITION- 41 04 27.     (N) 087 26 44.     (W)   SCALED
 ME1105* NAVD 88 ORTHO HEIGHT -   203.332 (meters)      667.10  (feet) ADJUSTED
 ME1105  ______________________________________________________________________
 ME1105  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 ME1105  DYNAMIC HEIGHT  -        203.245 (meters)      666.81  (feet) COMP
 ME1105  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 ME1105
 ME1105  VERT ORDER      -  FIRST     CLASS II
 ME1105
 ME1105.The horizontal coordinates were scaled from a map and have
 ME1105.an estimated accuracy of +/- 6 seconds.
 ME1105
 ME1105.The orthometric height was determined by differential leveling and
 ME1105.adjusted by the NATIONAL GEODETIC SURVEY
 ME1105.in June 1991.
 ME1105
 ME1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1105.GEOID18 height accuracy estimate available here.
 ME1105
 ME1105.Click photographs - Photos may exist for this station.
 ME1105
 ME1105.The dynamic height is computed by dividing the NAVD 88
 ME1105.geopotential number by the normal gravity value computed on the
 ME1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1105.degrees latitude (g = 980.6199 gals.).
 ME1105
 ME1105.The modeled gravity was interpolated from observed gravity values.
 ME1105
 ME1105;                    North         East    Units  Estimated Accuracy
 ME1105;SPC IN W     -   646,860.      869,560.      MT  (+/- 180 meters Scaled)
 ME1105
 ME1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625470(NAD 83)
 ME1105
 ME1105                          SUPERSEDED SURVEY CONTROL
 ME1105
 ME1105  NGVD 29 (??/??/92)  203.414  (m)          667.37   (f) ADJ UNCH    1 2
 ME1105
 ME1105.Superseded values are not recommended for survey control.
 ME1105
 ME1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1105.See file dsdata.pdf to determine how the superseded data were derived.
 ME1105
 ME1105_MARKER: X = CHISELED CROSS
 ME1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1105_SP_SET: BRIDGE
 ME1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1105
 ME1105  HISTORY     - Date     Condition        Report By
 ME1105  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1105  HISTORY     - 1934     GOOD             CGS
 ME1105
 ME1105                          STATION DESCRIPTION
 ME1105
 ME1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1105'2.2 MI S FROM CONRAD.
 ME1105'2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1105'STATION AT CONRAD, NEWTON COUNTY, ABOUT 250 YARDS NORTH OF A
 ME1105'DIRT-ROAD CROSSING, ABOUT 140 YARDS NORTH OF MILEPOST 60, AT
 ME1105'BRIDGE 66.00, ON THE SOUTHWEST CORNER OF THE SOUTH PARAPET, 6.9
 ME1105'FEET WEST OF THE WEST RAIL, AND 1.5 FEET BELOW THE TOP OF THE
 ME1105'RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1846 ***********************************************************************
 JA1846  DESIGNATION -  97 CH
 JA1846  PID         -  JA1846
 JA1846  STATE/COUNTY-  IN/DUBOIS
 JA1846  COUNTRY     -  US
 JA1846  USGS QUAD   -  DALE (2019)
 JA1846
 JA1846                         *CURRENT SURVEY CONTROL
 JA1846  ______________________________________________________________________
 JA1846* NAD 83(1997) POSITION- 38 14 50.62255(N) 086 59 53.73076(W)   ADJUSTED
 JA1846* NAVD 88 ORTHO HEIGHT -   160.92  (+/-2cm)      528.0   (feet) VERTCON3
 JA1846  ______________________________________________________________________
 JA1846  GEOID HEIGHT    -        -32.090 (meters)                     GEOID18
 JA1846  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 JA1846  HORZ ORDER      -  SECOND
 JA1846  VERT ORDER      -  THIRD ? (See Below)
 JA1846
 JA1846.The horizontal coordinates were established by classical geodetic methods
 JA1846.and adjusted by the National Geodetic Survey in May 1999.
 JA1846
 JA1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1846
 JA1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1846.GEOID18 height accuracy estimate available here.
 JA1846
 JA1846.The vertical order pertains to the NGVD 29 superseded value.
 JA1846
 JA1846.Click photographs - Photos may exist for this station.
 JA1846
 JA1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1846
 JA1846. The following values were computed from the NAD 83(1997) position.
 JA1846
 JA1846;                    North         East     Units Scale Factor Converg.
 JA1846;SPC IN W     -   332,957.104   907,446.908   MT  0.99996735   +0 03 09.6
 JA1846;SPC IN W     - 1,092,376.77  2,977,182.06   sFT  0.99996735   +0 03 09.6
 JA1846;UTM  16      - 4,233,264.607   500,152.380   MT  0.99960000   +0 00 03.9
 JA1846
 JA1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1846!SPC IN W     -   0.99997979  x   0.99996735  =   0.99994714
 JA1846!UTM  16      -   0.99997979  x   0.99960000  =   0.99957979
 JA1846
 JA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0015233264(NAD 83)
 JA1846
 JA1846                          SUPERSEDED SURVEY CONTROL
 JA1846
 JA1846  NAD 83(1993)-  38 14 50.62615(N)    086 59 53.73304(W) AD(       ) 2
 JA1846  NAD 83(1986)-  38 14 50.63019(N)    086 59 53.73369(W) AD(       ) 2
 JA1846  NAD 27      -  38 14 50.43900(N)    086 59 53.74300(W) AD(       ) 2
 JA1846  NGVD 29             161.02   (m)          528.3    (f) LEVELING    3  
 JA1846
 JA1846.Superseded values are not recommended for survey control.
 JA1846
 JA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1846.See file dsdata.pdf to determine how the superseded data were derived.
 JA1846
 JA1846_MARKER: DB = BENCH MARK DISK
 JA1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1846_STAMPING: 97 CH 1941
 JA1846_MARK LOGO: USGS
 JA1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1846+STABILITY: SURFACE MOTION
 JA1846
 JA1846  HISTORY     - Date     Condition        Report By
 JA1846  HISTORY     - 1941     MONUMENTED       USGS
 JA1846  HISTORY     - 1946     GOOD             CGS
 JA1846
 JA1846                          STATION DESCRIPTION
 JA1846
 JA1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1846'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LOW, DISTANCE
 JA1846'BEING 29.686 METERS
 JA1846'(97.40 FEET) EAST OF STATION LOW.  IT IS 47 FEET
 JA1846'NORTHWEST OF THE T-INTERSECTION,
 JA1846'16 FEET SOUTH OF A TELEPHONE POLE.
 JA1846'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1846'97 CH BM 1941 (USGS).
 JA1846'
 JA1846'TO REACH FROM THE JUNCTION OF THE MAIN STREET IN HUNTINGBURG AND
 JA1846'STATE HIGHWAY 45, GO SOUTH
 JA1846'ON STATE HIGHWAY 45 FOR 3.5 MILES TO A CROSSROAD, TURN
 JA1846'RIGHT AND GO WEST FOR 1.8 MILES
 JA1846'TO A T-INTERSECTION AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0440 ***********************************************************************
 JA0440  DESIGNATION -  972
 JA0440  PID         -  JA0440
 JA0440  STATE/COUNTY-  IN/HARRISON
 JA0440  COUNTRY     -  US
 JA0440  USGS QUAD   -  LACONIA (2019)
 JA0440
 JA0440                         *CURRENT SURVEY CONTROL
 JA0440  ______________________________________________________________________
 JA0440* NAD 83(1986) POSITION- 38 00 03.     (N) 086 00 26.     (W)   SCALED
 JA0440* NAVD 88 ORTHO HEIGHT -   129.156 (meters)      423.74  (feet) ADJUSTED
 JA0440  ______________________________________________________________________
 JA0440  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JA0440  DYNAMIC HEIGHT  -        129.064 (meters)      423.44  (feet) COMP
 JA0440  MODELED GRAVITY -    979,917.9   (mgal)                       NAVD 88
 JA0440
 JA0440  VERT ORDER      -  FIRST     CLASS II
 JA0440
 JA0440.The horizontal coordinates were scaled from a map and have
 JA0440.an estimated accuracy of +/- 6 seconds.
 JA0440
 JA0440.The orthometric height was determined by differential leveling and
 JA0440.adjusted by the NATIONAL GEODETIC SURVEY
 JA0440.in June 1991.
 JA0440
 JA0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0440.GEOID18 height accuracy estimate available here.
 JA0440
 JA0440.Click photographs - Photos may exist for this station.
 JA0440
 JA0440.The dynamic height is computed by dividing the NAVD 88
 JA0440.geopotential number by the normal gravity value computed on the
 JA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0440.degrees latitude (g = 980.6199 gals.).
 JA0440
 JA0440.The modeled gravity was interpolated from observed gravity values.
 JA0440
 JA0440;                    North         East    Units  Estimated Accuracy
 JA0440;SPC IN E     -   305,640.       70,090.      MT  (+/- 180 meters Scaled)
 JA0440
 JA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH871063(NAD 83)
 JA0440
 JA0440                          SUPERSEDED SURVEY CONTROL
 JA0440
 JA0440  NGVD 29 (??/??/92)  129.280  (m)          424.15   (f) ADJ UNCH    1 2
 JA0440
 JA0440.Superseded values are not recommended for survey control.
 JA0440
 JA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0440.See file dsdata.pdf to determine how the superseded data were derived.
 JA0440
 JA0440_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0440_STAMPING: 972
 JA0440_MARK LOGO: USACE
 JA0440_PROJECTION: RECESSED 30 CENTIMETERS
 JA0440_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0440
 JA0440  HISTORY     - Date     Condition        Report By
 JA0440  HISTORY     - UNK      MONUMENTED       USACE
 JA0440  HISTORY     - 1965     GOOD             CGS
 JA0440
 JA0440                          STATION DESCRIPTION
 JA0440
 JA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0440'2 MI W FROM EVANS LANDING.
 JA0440'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0440'CHURCH AT EVANS LANDING, THENCE 1.7 MILES WEST AND SOUTH ALONG
 JA0440'STATE HIGHWAY 111, THENCE 0.2 MILE EAST ALONG THE ACCESS ROAD TO
 JA0440'THE ARMY ENGINEERS LOCK AND DAM 43, 31 FEET NORTH OF THE CENTER
 JA0440'LINE OF THE ACCESS ROAD, 128 FEET WEST-NORTHWEST OF THE
 JA0440'NORTHWEST CORNER OF THE OPERATIONS BUILDING, 19.8 FEET NORTH
 JA0440'OF THE SOUTH EDGE OF THE NORTH CONCRETE CURB OF THE ROAD, 14 FEET
 JA0440'NORTH OF A 24-INCH HACKENBERRY TREE, A U.S. ENGINEERS CAP ON A
 JA0440'2-INCH IRON PIPE WHICH IS 1 FOOT BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1857 ***********************************************************************
 JA1857  DESIGNATION -  98 CH
 JA1857  PID         -  JA1857
 JA1857  STATE/COUNTY-  IN/DUBOIS
 JA1857  COUNTRY     -  US
 JA1857  USGS QUAD   -  DALE (2019)
 JA1857
 JA1857                         *CURRENT SURVEY CONTROL
 JA1857  ______________________________________________________________________
 JA1857* NAD 83(1997) POSITION- 38 14 49.96269(N) 086 57 52.42544(W)   ADJUSTED
 JA1857* NAVD 88 ORTHO HEIGHT -   153.48  (+/-2cm)      503.5   (feet) VERTCON3
 JA1857  ______________________________________________________________________
 JA1857  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 JA1857  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 JA1857  HORZ ORDER      -  SECOND
 JA1857  VERT ORDER      -  THIRD ? (See Below)
 JA1857
 JA1857.The horizontal coordinates were established by classical geodetic methods
 JA1857.and adjusted by the National Geodetic Survey in May 1999.
 JA1857
 JA1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1857
 JA1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1857.GEOID18 height accuracy estimate available here.
 JA1857
 JA1857.The vertical order pertains to the NGVD 29 superseded value.
 JA1857
 JA1857.Click photographs - Photos may exist for this station.
 JA1857
 JA1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1857
 JA1857. The following values were computed from the NAD 83(1997) position.
 JA1857
 JA1857;                    North         East     Units Scale Factor Converg.
 JA1857;SPC IN W     -   332,940.007   910,396.462   MT  0.99996800   +0 04 24.7
 JA1857;SPC IN W     - 1,092,320.67  2,986,859.06   sFT  0.99996800   +0 04 24.7
 JA1857;UTM  16      - 4,233,244.861   503,100.834   MT  0.99960012   +0 01 19.0
 JA1857
 JA1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1857!SPC IN W     -   0.99998096  x   0.99996800  =   0.99994897
 JA1857!UTM  16      -   0.99998096  x   0.99960012  =   0.99958109
 JA1857
 JA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0310033244(NAD 83)
 JA1857
 JA1857                          SUPERSEDED SURVEY CONTROL
 JA1857
 JA1857  NAD 83(1993)-  38 14 49.96629(N)    086 57 52.42721(W) AD(       ) 2
 JA1857  NAD 83(1986)-  38 14 49.97027(N)    086 57 52.42843(W) AD(       ) 2
 JA1857  NAD 27      -  38 14 49.77800(N)    086 57 52.44200(W) AD(       ) 2
 JA1857  NGVD 29             153.58   (m)          503.9    (f) LEVELING    3  
 JA1857
 JA1857.Superseded values are not recommended for survey control.
 JA1857
 JA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1857.See file dsdata.pdf to determine how the superseded data were derived.
 JA1857
 JA1857_MARKER: DB = BENCH MARK DISK
 JA1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1857_STAMPING: 98 CH 1941
 JA1857_MARK LOGO: USGS
 JA1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1857+STABILITY: SURFACE MOTION
 JA1857
 JA1857  HISTORY     - Date     Condition        Report By
 JA1857  HISTORY     - 1941     MONUMENTED       USGS
 JA1857  HISTORY     - 1946     GOOD             CGS
 JA1857
 JA1857                          STATION DESCRIPTION
 JA1857
 JA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1857'USGS 98 CH 1941 WAS USED AS REFERENCE MARK NO 2.  IT IS 92.70 FEET
 JA1857'WEST OF THE STATION, 63
 JA1857'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES
 JA1857'OF THE CROSSROADS, 27 FEET WEST OF
 JA1857'A POWER POLE AND 37 FEET NORTH OF
 JA1857'THE NORTHEAST CORNER OF A HOUSE.  THE MARK PROJECTS 2
 JA1857'INCHES AND THE
 JA1857'DISK IS STAMPED 98 CH 1941.
 JA1857'
 JA1857'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN STREET IN
 JA1857'HUNTINGBURG AND STATE
 JA1857'HIGHWAY 45 BY GOING SOUTH ON HIGHWAY 45 FOR 3.5 MILES TO A
 JA1857'CROSSROAD.  THE STATION IS
 JA1857'LOCATED IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1276 ***********************************************************************
 LB1276  DESIGNATION -  98.284
 LB1276  PID         -  LB1276
 LB1276  STATE/COUNTY-  IN/NEWTON
 LB1276  COUNTRY     -  US
 LB1276  USGS QUAD   -  MOROCCO (2019)
 LB1276
 LB1276                         *CURRENT SURVEY CONTROL
 LB1276  ______________________________________________________________________
 LB1276* NAD 83(1986) POSITION- 40 57 55.     (N) 087 26 39.     (W)   SCALED
 LB1276* NAVD 88 ORTHO HEIGHT -   204.207 (meters)      669.97  (feet) ADJUSTED
 LB1276  ______________________________________________________________________
 LB1276  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 LB1276  DYNAMIC HEIGHT  -        204.118 (meters)      669.68  (feet) COMP
 LB1276  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 LB1276
 LB1276  VERT ORDER      -  FIRST     CLASS II
 LB1276
 LB1276.The horizontal coordinates were scaled from a map and have
 LB1276.an estimated accuracy of +/- 6 seconds.
 LB1276
 LB1276.The orthometric height was determined by differential leveling and
 LB1276.adjusted by the NATIONAL GEODETIC SURVEY
 LB1276.in June 1991.
 LB1276
 LB1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1276.GEOID18 height accuracy estimate available here.
 LB1276
 LB1276.Click photographs - Photos may exist for this station.
 LB1276
 LB1276.The dynamic height is computed by dividing the NAVD 88
 LB1276.geopotential number by the normal gravity value computed on the
 LB1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1276.degrees latitude (g = 980.6199 gals.).
 LB1276
 LB1276.The modeled gravity was interpolated from observed gravity values.
 LB1276
 LB1276;                    North         East    Units  Estimated Accuracy
 LB1276;SPC IN W     -   634,770.      869,630.      MT  (+/- 180 meters Scaled)
 LB1276
 LB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626349(NAD 83)
 LB1276
 LB1276                          SUPERSEDED SURVEY CONTROL
 LB1276
 LB1276  NGVD 29 (??/??/92)  204.284  (m)          670.22   (f) ADJ UNCH    1 2
 LB1276
 LB1276.Superseded values are not recommended for survey control.
 LB1276
 LB1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1276.See file dsdata.pdf to determine how the superseded data were derived.
 LB1276
 LB1276_MARKER: X = CHISELED CROSS
 LB1276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1276_SP_SET: BRIDGE PARAPET
 LB1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1276
 LB1276  HISTORY     - Date     Condition        Report By
 LB1276  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1276  HISTORY     - 1934     GOOD             CGS
 LB1276
 LB1276                          STATION DESCRIPTION
 LB1276
 LB1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1276'1.2 MI N FROM MOROCCO.
 LB1276'1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1276'STATION AT MOROCCO, NEWTON COUNTY, 67 YARDS SOUTH OF A WHISTLE
 LB1276'POST, AT BRIDGE 67.49, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 LB1276'SOUTH PARAPET, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 LB1276'LOWER THAN THE RAIL.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1380 ***********************************************************************
 HZ1380  DESIGNATION -  98.95
 HZ1380  PID         -  HZ1380
 HZ1380  STATE/COUNTY-  IN/CLARK
 HZ1380  COUNTRY     -  US
 HZ1380  USGS QUAD   -  SPEED (2019)
 HZ1380
 HZ1380                         *CURRENT SURVEY CONTROL
 HZ1380  ______________________________________________________________________
 HZ1380* NAD 83(1986) POSITION- 38 24 12.     (N) 085 45 06.     (W)   SCALED
 HZ1380* NAVD 88 ORTHO HEIGHT -   143.739 (meters)      471.58  (feet) ADJUSTED
 HZ1380  ______________________________________________________________________
 HZ1380  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 HZ1380  DYNAMIC HEIGHT  -        143.643 (meters)      471.27  (feet) COMP
 HZ1380  MODELED GRAVITY -    979,961.4   (mgal)                       NAVD 88
 HZ1380
 HZ1380  VERT ORDER      -  SECOND    CLASS 0
 HZ1380
 HZ1380.The horizontal coordinates were scaled from a map and have
 HZ1380.an estimated accuracy of +/- 6 seconds.
 HZ1380
 HZ1380.The orthometric height was determined by differential leveling and
 HZ1380.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1380.in June 1991.
 HZ1380
 HZ1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1380.GEOID18 height accuracy estimate available here.
 HZ1380
 HZ1380.Click photographs - Photos may exist for this station.
 HZ1380
 HZ1380.The dynamic height is computed by dividing the NAVD 88
 HZ1380.geopotential number by the normal gravity value computed on the
 HZ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1380.degrees latitude (g = 980.6199 gals.).
 HZ1380
 HZ1380.The modeled gravity was interpolated from observed gravity values.
 HZ1380
 HZ1380;                    North         East    Units  Estimated Accuracy
 HZ1380;SPC IN E     -   350,270.       92,580.      MT  (+/- 180 meters Scaled)
 HZ1380
 HZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH089513(NAD 83)
 HZ1380
 HZ1380                          SUPERSEDED SURVEY CONTROL
 HZ1380
 HZ1380  NGVD 29 (??/??/92)  143.882  (m)          472.05   (f) ADJ UNCH    2 0
 HZ1380
 HZ1380.Superseded values are not recommended for survey control.
 HZ1380
 HZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1380.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1380
 HZ1380_MARKER: Q = CHISELED SQUARE
 HZ1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1380_SP_SET: BRIDGE
 HZ1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1380
 HZ1380  HISTORY     - Date     Condition        Report By
 HZ1380  HISTORY     - UNK      MONUMENTED       PRR
 HZ1380  HISTORY     - 1934     GOOD             CGS
 HZ1380
 HZ1380                          STATION DESCRIPTION
 HZ1380
 HZ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1380'0.7 MI S FROM SPEED.
 HZ1380'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1380'AT SPEED, CLARK COUNTY, 229 FEET NORTH OF MILEPOST 99, AT BRIDGE
 HZ1380'NO. 98/95 OVER SMALL CREEK, IN THE TOP OF THE NORTH END OF THE
 HZ1380'WEST HEADWALL, 9.1 FEET WEST OF THE WEST RAIL, AND 2.7 FEET LOWER
 HZ1380'THAN THE TRACK.  A 2-3/4-INCH OUT-LINED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1254 ***********************************************************************
 LB1254  DESIGNATION -  99.143
 LB1254  PID         -  LB1254
 LB1254  STATE/COUNTY-  IN/NEWTON
 LB1254  COUNTRY     -  US
 LB1254  USGS QUAD   -  KENTLAND (2019)
 LB1254
 LB1254                         *CURRENT SURVEY CONTROL
 LB1254  ______________________________________________________________________
 LB1254* NAD 83(1986) POSITION- 40 46 52.     (N) 087 26 58.     (W)   SCALED
 LB1254* NAVD 88 ORTHO HEIGHT -   204.492 (meters)      670.90  (feet) ADJUSTED
 LB1254  ______________________________________________________________________
 LB1254  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 LB1254  DYNAMIC HEIGHT  -        204.399 (meters)      670.60  (feet) COMP
 LB1254  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 LB1254
 LB1254  VERT ORDER      -  FIRST     CLASS II
 LB1254
 LB1254.The horizontal coordinates were scaled from a map and have
 LB1254.an estimated accuracy of +/- 6 seconds.
 LB1254
 LB1254.The orthometric height was determined by differential leveling and
 LB1254.adjusted by the NATIONAL GEODETIC SURVEY
 LB1254.in June 1991.
 LB1254
 LB1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1254.GEOID18 height accuracy estimate available here.
 LB1254
 LB1254.Click photographs - Photos may exist for this station.
 LB1254
 LB1254.The dynamic height is computed by dividing the NAVD 88
 LB1254.geopotential number by the normal gravity value computed on the
 LB1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1254.degrees latitude (g = 980.6199 gals.).
 LB1254
 LB1254.The modeled gravity was interpolated from observed gravity values.
 LB1254
 LB1254;                    North         East    Units  Estimated Accuracy
 LB1254;SPC IN W     -   614,320.      869,100.      MT  (+/- 180 meters Scaled)
 LB1254
 LB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620145(NAD 83)
 LB1254
 LB1254                          SUPERSEDED SURVEY CONTROL
 LB1254
 LB1254  NGVD 29 (??/??/92)  204.556  (m)          671.11   (f) ADJ UNCH    1 2
 LB1254
 LB1254.Superseded values are not recommended for survey control.
 LB1254
 LB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1254.See file dsdata.pdf to determine how the superseded data were derived.
 LB1254
 LB1254_MARKER: X = CHISELED CROSS
 LB1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1254_SP_SET: STANDPIPE FOUNDATION
 LB1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1254
 LB1254  HISTORY     - Date     Condition        Report By
 LB1254  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1254  HISTORY     - 1934     GOOD             CGS
 LB1254
 LB1254                          STATION DESCRIPTION
 LB1254
 LB1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1254'0.8 MI N FROM KENTLAND.
 LB1254'0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 LB1254'AT KENTLAND, NEWTON COUNTY, 65 YARDS SOUTH OF MILEPOST 80, 87
 LB1254'FEET WEST OF A WATER TANK, ON THE TOP OF THE SOUTHWEST CORNER
 LB1254'OF A CONCRETE STANDPIPE FOUNDATION, 6.4 FEET EAST OF THE EAST RAIL
 LB1254'OF THE NORTH-BOUND TRACK, AND ABOUT 4 INCHES LOWER THAN THE RAIL.
 LB1254'A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1280 ***********************************************************************
 LB1280  DESIGNATION -  99.144
 LB1280  PID         -  LB1280
 LB1280  STATE/COUNTY-  IN/NEWTON
 LB1280  COUNTRY     -  US
 LB1280  USGS QUAD   -  MOROCCO (2019)
 LB1280
 LB1280                         *CURRENT SURVEY CONTROL
 LB1280  ______________________________________________________________________
 LB1280* NAD 83(1986) POSITION- 40 59 29.     (N) 087 26 39.     (W)   SCALED
 LB1280* NAVD 88 ORTHO HEIGHT -   204.467 (meters)      670.82  (feet) ADJUSTED
 LB1280  ______________________________________________________________________
 LB1280  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 LB1280  DYNAMIC HEIGHT  -        204.379 (meters)      670.53  (feet) COMP
 LB1280  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LB1280
 LB1280  VERT ORDER      -  FIRST     CLASS II
 LB1280
 LB1280.The horizontal coordinates were scaled from a map and have
 LB1280.an estimated accuracy of +/- 6 seconds.
 LB1280
 LB1280.The orthometric height was determined by differential leveling and
 LB1280.adjusted by the NATIONAL GEODETIC SURVEY
 LB1280.in June 1991.
 LB1280
 LB1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1280.GEOID18 height accuracy estimate available here.
 LB1280
 LB1280.Click photographs - Photos may exist for this station.
 LB1280
 LB1280.The dynamic height is computed by dividing the NAVD 88
 LB1280.geopotential number by the normal gravity value computed on the
 LB1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1280.degrees latitude (g = 980.6199 gals.).
 LB1280
 LB1280.The modeled gravity was interpolated from observed gravity values.
 LB1280
 LB1280;                    North         East    Units  Estimated Accuracy
 LB1280;SPC IN W     -   637,670.      869,640.      MT  (+/- 180 meters Scaled)
 LB1280
 LB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626378(NAD 83)
 LB1280
 LB1280                          SUPERSEDED SURVEY CONTROL
 LB1280
 LB1280  NGVD 29 (??/??/92)  204.546  (m)          671.08   (f) ADJ UNCH    1 2
 LB1280
 LB1280.Superseded values are not recommended for survey control.
 LB1280
 LB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1280.See file dsdata.pdf to determine how the superseded data were derived.
 LB1280
 LB1280_MARKER: X = CHISELED CROSS
 LB1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1280_SP_SET: CULVERT
 LB1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1280
 LB1280  HISTORY     - Date     Condition        Report By
 LB1280  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1280  HISTORY     - 1946     GOOD             CGS
 LB1280  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1280
 LB1280                          STATION DESCRIPTION
 LB1280
 LB1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1280'1.7 MI S FROM ENOS.
 LB1280'1.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1280'STATION AT ENOS, NEWTON COUNTY, 0.3 MILE NORTH OF MILEPOST 66,
 LB1280'27 FEET NORTH OF SECTION POST 2445, AT CULVERT 65.69, ON THE TOP
 LB1280'OF THE SOUTHWEST CORNER OF THE WEST HEADWALL, 9 FEET WEST OF THE
 LB1280'WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
 LB1280
 LB1280                          STATION RECOVERY (2018)
 LB1280
 LB1280'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1280'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1139 ***********************************************************************
 ME1139  DESIGNATION -  99.239
 ME1139  PID         -  ME1139
 ME1139  STATE/COUNTY-  IN/LAKE
 ME1139  COUNTRY     -  US
 ME1139  USGS QUAD   -  LOWELL (2019)
 ME1139
 ME1139                         *CURRENT SURVEY CONTROL
 ME1139  ______________________________________________________________________
 ME1139* NAD 83(1986) POSITION- 41 15 18.     (N) 087 27 11.     (W)   SCALED
 ME1139* NAVD 88 ORTHO HEIGHT -   204.574 (meters)      671.17  (feet) ADJUSTED
 ME1139  ______________________________________________________________________
 ME1139  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 ME1139  DYNAMIC HEIGHT  -        204.489 (meters)      670.89  (feet) COMP
 ME1139  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 ME1139
 ME1139  VERT ORDER      -  FIRST     CLASS II
 ME1139
 ME1139.The horizontal coordinates were scaled from a map and have
 ME1139.an estimated accuracy of +/- 6 seconds.
 ME1139
 ME1139.The orthometric height was determined by differential leveling and
 ME1139.adjusted by the NATIONAL GEODETIC SURVEY
 ME1139.in June 1991.
 ME1139
 ME1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1139.GEOID18 height accuracy estimate available here.
 ME1139
 ME1139.Click photographs - Photos may exist for this station.
 ME1139
 ME1139.The dynamic height is computed by dividing the NAVD 88
 ME1139.geopotential number by the normal gravity value computed on the
 ME1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1139.degrees latitude (g = 980.6199 gals.).
 ME1139
 ME1139.The modeled gravity was interpolated from observed gravity values.
 ME1139
 ME1139;                    North         East    Units  Estimated Accuracy
 ME1139;SPC IN W     -   666,940.      869,020.      MT  (+/- 180 meters Scaled)
 ME1139
 ME1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620671(NAD 83)
 ME1139
 ME1139                          SUPERSEDED SURVEY CONTROL
 ME1139
 ME1139  NGVD 29 (??/??/92)  204.658  (m)          671.45   (f) ADJ UNCH    1 2
 ME1139
 ME1139.Superseded values are not recommended for survey control.
 ME1139
 ME1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1139.See file dsdata.pdf to determine how the superseded data were derived.
 ME1139
 ME1139_MARKER: X = CHISELED CROSS
 ME1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1139_SP_SET: SIGNAL CONCRETE BASE
 ME1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1139
 ME1139  HISTORY     - Date     Condition        Report By
 ME1139  HISTORY     - UNK      MONUMENTED       NYCRR
 ME1139  HISTORY     - 1954     GOOD             CGS
 ME1139
 ME1139                          STATION DESCRIPTION
 ME1139
 ME1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1139'AT BELSHAW.
 ME1139'AT BELSHAW, ALONG THE NEW YORK CENTRAL RAILROAD, 266 FEET SOUTH
 ME1139'OF CENTER OF CROSSING OF AN EAST-WEST BLACK TOP ROAD, ABOUT 0.15
 ME1139'MILE SOUTH OF ELEVATOR, 7 1/2 FEET WEST OF WEST RAIL OF MAIN
 ME1139'TRACK, 250 FEET SOUTH OF CROSSING WARNING SIGNAL, A 1 1/2-INCH
 ME1139'CHISELED CROSS ON THE TOP OF THE NORTHEAST CORNER OF A 2 3/4-FOOT
 ME1139'SQUARE ABANDONED CONCRETE SIGNAL BASE, 27 1/2 FEET NORTH OF A
 ME1139'SWITCH STAND AT SOUTH END OF SIDING AND ABOUT 1 FOOT BELOW
 ME1139'LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1227 ***********************************************************************
 JZ1227  DESIGNATION -  993.786
 JZ1227  PID         -  JZ1227
 JZ1227  STATE/COUNTY-  IN/WAYNE
 JZ1227  COUNTRY     -  US
 JZ1227  USGS QUAD   -  RICHMOND (2019)
 JZ1227
 JZ1227                         *CURRENT SURVEY CONTROL
 JZ1227  ______________________________________________________________________
 JZ1227* NAD 83(1986) POSITION- 39 49 45.     (N) 084 53 42.     (W)   SCALED
 JZ1227* NAVD 88 ORTHO HEIGHT -   298.660 (meters)      979.85  (feet) ADJUSTED
 JZ1227  ______________________________________________________________________
 JZ1227  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 JZ1227  DYNAMIC HEIGHT  -        298.487 (meters)      979.29  (feet) COMP
 JZ1227  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 JZ1227
 JZ1227  VERT ORDER      -  SECOND    CLASS 0
 JZ1227
 JZ1227.The horizontal coordinates were scaled from a map and have
 JZ1227.an estimated accuracy of +/- 6 seconds.
 JZ1227
 JZ1227.The orthometric height was determined by differential leveling and
 JZ1227.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1227.in June 1991.
 JZ1227
 JZ1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1227.GEOID18 height accuracy estimate available here.
 JZ1227
 JZ1227.Click photographs - Photos may exist for this station.
 JZ1227
 JZ1227.The dynamic height is computed by dividing the NAVD 88
 JZ1227.geopotential number by the normal gravity value computed on the
 JZ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1227.degrees latitude (g = 980.6199 gals.).
 JZ1227
 JZ1227.The modeled gravity was interpolated from observed gravity values.
 JZ1227
 JZ1227;                    North         East    Units  Estimated Accuracy
 JZ1227;SPC IN E     -   508,840.      166,060.      MT  (+/- 180 meters Scaled)
 JZ1227
 JZ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK801109(NAD 83)
 JZ1227
 JZ1227                          SUPERSEDED SURVEY CONTROL
 JZ1227
 JZ1227  NGVD 29 (??/??/92)  298.809  (m)          980.34   (f) ADJ UNCH    2 0
 JZ1227
 JZ1227.Superseded values are not recommended for survey control.
 JZ1227
 JZ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1227.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1227
 JZ1227_MARKER: DD = SURVEY DISK
 JZ1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1227_SP_SET: PILLAR
 JZ1227_STAMPING: STANDARD BENCH MARK 993.786 S E E
 JZ1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1227
 JZ1227  HISTORY     - Date     Condition        Report By
 JZ1227  HISTORY     - UNK      MONUMENTED       LOCENG
 JZ1227  HISTORY     - 1942     GOOD             CGS
 JZ1227  HISTORY     - 20020705 MARK NOT FOUND   GEOCAC
 JZ1227  HISTORY     - 20030308 MARK NOT FOUND   GEOCAC
 JZ1227
 JZ1227                          STATION DESCRIPTION
 JZ1227
 JZ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1227'AT RICHMOND.
 JZ1227'AT RICHMOND, WAYNE COUNTY, AT THE INTERSECTION OF EAST MAIN
 JZ1227'STREET AND NORTH FIFTH STREET, 45 YARDS NORTH OF THE NORTH CURB
 JZ1227'OF EAST MAIN STREET, 8.4 FEET EAST OF THE EAST CURB OF NORTH
 JZ1227'FIFTY STREET, AT THE CITY HALL, IN THE STONE BASE OF A PILLAR AT
 JZ1227'THE NORTH SIDE OF THE MAIN ENTRANCE, AND 2.7 FEET ABOVE THE
 JZ1227'PAVEMENT SURFACE.  A CITY OF RICHMOND STANDARD DISK, STAMPED
 JZ1227'STANDARD BENCH MARK 993.786 S E E AND SET VERTICALLY.
 JZ1227
 JZ1227                          STATION RECOVERY (2002)
 JZ1227
 JZ1227'RECOVERY NOTE BY GEOCACHING 2002
 JZ1227'MARK NOT FOUND.
 JZ1227
 JZ1227                          STATION RECOVERY (2003)
 JZ1227
 JZ1227'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1227'I BELIEVE THIS IS DESTROYED.  THE OLD CITY HALL WAS TORN DOWN AND
 JZ1227'REPLACED BY A NEWER STRUCTURE TO THE NORTH.  THIS MARK IS DESCRIBED AS
 JZ1227'BEING IN THE STONE BASE OF A PILLAR AT THE SIDE OF THE MAIN ENTRANCE
 JZ1227'OF THE OLD CITY HALL, 2.7 FEET ABOVE THE PAVEMENT SURFACE.  THERE IS
 JZ1227'NO LONGER ANY SUCH PILLAR AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1228 ***********************************************************************
 JZ1228  DESIGNATION -  993.786 RESET
 JZ1228  PID         -  JZ1228
 JZ1228  STATE/COUNTY-  IN/WAYNE
 JZ1228  COUNTRY     -  US
 JZ1228  USGS QUAD   -  RICHMOND (2019)
 JZ1228
 JZ1228                         *CURRENT SURVEY CONTROL
 JZ1228  ______________________________________________________________________
 JZ1228* NAD 83(1986) POSITION- 39 49 45.69   (N) 084 53 43.98   (W)   HD_HELD1
 JZ1228* NAVD 88 ORTHO HEIGHT -   298.12  (meters)      978.1   (feet) RESET
 JZ1228  ______________________________________________________________________
 JZ1228  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 JZ1228  VERT ORDER      -  THIRD
 JZ1228
 JZ1228.The horizontal coordinates were determined by differentially corrected
 JZ1228.hand held GPS observations or other comparable positioning techniques
 JZ1228.and have an estimated accuracy of +/- 3 meters.
 JZ1228
 JZ1228.The orthometric height was computed from unverified reset data.
 JZ1228
 JZ1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1228.GEOID18 height accuracy estimate available here.
 JZ1228
 JZ1228.Click photographs - Photos may exist for this station.
 JZ1228
 JZ1228;                    North         East    Units  Estimated Accuracy
 JZ1228;SPC IN E     -   508,855.9     166,010.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1228
 JZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8008810936(NAD 83)
 JZ1228
 JZ1228                          SUPERSEDED SURVEY CONTROL
 JZ1228
 JZ1228  NGVD 29 (??/??/??)  298.27   (m)          978.6    (f) RESET       3  
 JZ1228
 JZ1228.Superseded values are not recommended for survey control.
 JZ1228
 JZ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1228.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1228
 JZ1228_MARKER: DB = BENCH MARK DISK
 JZ1228_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1228+WITH SETTING: PAVEMENT
 JZ1228_SP_SET: FLAGPOLE BASE
 JZ1228_STAMPING: CITY OF RICHMOND RESET 1969
 JZ1228_MARK LOGO: CGS
 JZ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1228+STABILITY: SURFACE MOTION
 JZ1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1228+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2018
 JZ1228
 JZ1228  HISTORY     - Date     Condition        Report By
 JZ1228  HISTORY     - 1969     MONUMENTED       LOCENG
 JZ1228  HISTORY     - 20020705 GOOD             GEOCAC
 JZ1228  HISTORY     - 20130728 GOOD             GEOCAC
 JZ1228  HISTORY     - 20180217 GOOD             GEOCAC
 JZ1228
 JZ1228                          STATION DESCRIPTION
 JZ1228
 JZ1228'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 JZ1228'AT RICHMOND.
 JZ1228'AT RICHMOND, AT THE INTERSECTION OF EAST MAIN STREET AND NORTH
 JZ1228'5TH STREET, 33 YARDS NORTH OF THE NORTH CURB OF MAIN STREET, 20
 JZ1228'YARDS WEST OF THE WEST BACK OF WALK OF NORTH 5TH STREET, SET IN
 JZ1228'THE TOP OF THE CONCRETE FOUNDATION OF THE FLAG POLE AND ABOUT
 JZ1228'1 FOOT ABOVE THE GROUND.
 JZ1228
 JZ1228                          STATION RECOVERY (2002)
 JZ1228
 JZ1228'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 JZ1228'RECOVERED IN GOOD CONDITION.
 JZ1228
 JZ1228                          STATION RECOVERY (2013)
 JZ1228
 JZ1228'RECOVERY NOTE BY GEOCACHING 2013 (APC)
 JZ1228'RECOVERED IN GOOD CONDITION.
 JZ1228
 JZ1228                          STATION RECOVERY (2018)
 JZ1228
 JZ1228'RECOVERY NOTE BY GEOCACHING 2018 (MFM)
 JZ1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0531 ***********************************************************************
 JZ0531  DESIGNATION -  A 1
 JZ0531  PID         -  JZ0531
 JZ0531  STATE/COUNTY-  IN/DEARBORN
 JZ0531  COUNTRY     -  US
 JZ0531  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0531
 JZ0531                         *CURRENT SURVEY CONTROL
 JZ0531  ______________________________________________________________________
 JZ0531* NAD 83(1986) POSITION- 39 05 30.     (N) 084 50 56.     (W)   SCALED
 JZ0531* NAVD 88 ORTHO HEIGHT -   147.525 (meters)      484.00  (feet) ADJUSTED
 JZ0531  ______________________________________________________________________
 JZ0531  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 JZ0531  DYNAMIC HEIGHT  -        147.433 (meters)      483.70  (feet) COMP
 JZ0531  MODELED GRAVITY -    980,002.2   (mgal)                       NAVD 88
 JZ0531
 JZ0531  VERT ORDER      -  FIRST     CLASS II
 JZ0531
 JZ0531.The horizontal coordinates were scaled from a map and have
 JZ0531.an estimated accuracy of +/- 6 seconds.
 JZ0531
 JZ0531.The orthometric height was determined by differential leveling and
 JZ0531.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0531.in June 1991.
 JZ0531
 JZ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0531.GEOID18 height accuracy estimate available here.
 JZ0531
 JZ0531.Click photographs - Photos may exist for this station.
 JZ0531
 JZ0531.The dynamic height is computed by dividing the NAVD 88
 JZ0531.geopotential number by the normal gravity value computed on the
 JZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0531.degrees latitude (g = 980.6199 gals.).
 JZ0531
 JZ0531.The modeled gravity was interpolated from observed gravity values.
 JZ0531
 JZ0531;                    North         East    Units  Estimated Accuracy
 JZ0531;SPC IN E     -   426,990.      170,750.      MT  (+/- 180 meters Scaled)
 JZ0531
 JZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860291(NAD 83)
 JZ0531
 JZ0531                          SUPERSEDED SURVEY CONTROL
 JZ0531
 JZ0531  NGVD 29 (??/??/92)  147.73   (m)          484.7    (f) COMPUTED    1 2
 JZ0531
 JZ0531.Superseded values are not recommended for survey control.
 JZ0531
 JZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0531.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0531
 JZ0531_MARKER: DB = BENCH MARK DISK
 JZ0531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0531_SP_SET: STEP
 JZ0531_STAMPING: A 1
 JZ0531_MARK LOGO: CGS
 JZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0531
 JZ0531  HISTORY     - Date     Condition        Report By
 JZ0531  HISTORY     - 1917     MONUMENTED       CGS
 JZ0531  HISTORY     - 1947     MARK NOT FOUND   CGS
 JZ0531  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0531  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0531  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0531
 JZ0531                          STATION DESCRIPTION
 JZ0531
 JZ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0531'AT LAWRENCEBURG.
 JZ0531'AT LAWRENCEBURG, ALONG HIGH STREET, AT THE PUBLIC LIBRARY, SET
 JZ0531'IN THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP AT THE
 JZ0531'SOUTHEAST ENTRANCE, 0.4 FOOT NORTHEAST OF THE SOUTHWEST END OF
 JZ0531'THE STEP AND ABOUT 0.5 FOOT ABOVE THE SIDE WALK.  NOTE-- THIS
 JZ0531'MARK WAS MOVED TO THE COURTHOUSE, IN THE CONSTRUCTION OF A NEW
 JZ0531'ADDITION OF THE FRONT OF THE PUBLIC LIBRARY.
 JZ0531
 JZ0531                          STATION RECOVERY (1961)
 JZ0531
 JZ0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0531'MARK NOT FOUND.
 JZ0531
 JZ0531                          STATION RECOVERY (1977)
 JZ0531
 JZ0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0531'MARK NOT FOUND.
 JZ0531
 JZ0531                          STATION RECOVERY (1986)
 JZ0531
 JZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0531'NOTE--THERE IS A NEW LIBRARY ADDITION AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1665 ***********************************************************************
 HZ1665  DESIGNATION -  A 10
 HZ1665  PID         -  HZ1665
 HZ1665  STATE/COUNTY-  IN/JACKSON
 HZ1665  COUNTRY     -  US
 HZ1665  USGS QUAD   -  SEYMOUR (2019)
 HZ1665
 HZ1665                         *CURRENT SURVEY CONTROL
 HZ1665  ______________________________________________________________________
 HZ1665* NAD 83(1986) POSITION- 38 56 36.     (N) 085 55 31.     (W)   SCALED
 HZ1665* NAVD 88 ORTHO HEIGHT -   172.360 (meters)      565.48  (feet) ADJUSTED
 HZ1665  ______________________________________________________________________
 HZ1665  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 HZ1665  DYNAMIC HEIGHT  -        172.251 (meters)      565.13  (feet) COMP
 HZ1665  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 HZ1665
 HZ1665  VERT ORDER      -  FIRST     CLASS II
 HZ1665
 HZ1665.The horizontal coordinates were scaled from a map and have
 HZ1665.an estimated accuracy of +/- 6 seconds.
 HZ1665
 HZ1665.The orthometric height was determined by differential leveling and
 HZ1665.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1665.in June 1991.
 HZ1665
 HZ1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1665.GEOID18 height accuracy estimate available here.
 HZ1665
 HZ1665.Click photographs - Photos may exist for this station.
 HZ1665
 HZ1665.The dynamic height is computed by dividing the NAVD 88
 HZ1665.geopotential number by the normal gravity value computed on the
 HZ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1665.degrees latitude (g = 980.6199 gals.).
 HZ1665
 HZ1665.The modeled gravity was interpolated from observed gravity values.
 HZ1665
 HZ1665;                    North         East    Units  Estimated Accuracy
 HZ1665;SPC IN E     -   410,240.       77,580.      MT  (+/- 180 meters Scaled)
 HZ1665
 HZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ931110(NAD 83)
 HZ1665
 HZ1665                          SUPERSEDED SURVEY CONTROL
 HZ1665
 HZ1665  NGVD 29 (??/??/92)  172.480  (m)          565.88   (f) ADJ UNCH    1 2
 HZ1665
 HZ1665.Superseded values are not recommended for survey control.
 HZ1665
 HZ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1665.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1665
 HZ1665_MARKER: DB = BENCH MARK DISK
 HZ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1665_STAMPING: 565.878 A 10 1930
 HZ1665_MARK LOGO: CGS
 HZ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1665+STABILITY: SURFACE MOTION
 HZ1665
 HZ1665  HISTORY     - Date     Condition        Report By
 HZ1665  HISTORY     - 1930     MONUMENTED       CGS
 HZ1665  HISTORY     - 1934     GOOD             CGS
 HZ1665  HISTORY     - 1983     POOR             LOCSUR
 HZ1665
 HZ1665                          STATION DESCRIPTION
 HZ1665
 HZ1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1665'1.5 MI SW FROM SEYMOUR.
 HZ1665'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HZ1665'FROM SEYMOUR, JACKSON COUNTY, MIDWAY BETWEEN POLES 88/24 AND 88/25,
 HZ1665'100 FEET WEST OF THE CENTER OF THE CROSSING OF OLD U.S. HIGHWAY
 HZ1665'50, 57.8 FEET WEST OF THE WEST HEADWALL OF A PIPE CULVERT UNDER
 HZ1665'THE OLD HIGHWAY, 39.4 FEET NORTH OF THE NORTH HEADWALL OF A
 HZ1665'PIPE CULVERT UNDER THE NEW HIGHWAY, 30.5 FEET SOUTH OF THE
 HZ1665'SOUTH RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE RAIL.  A STANDARD
 HZ1665'DISK, STAMPED 565.878 A 10 1960 AND SET IN THE TOP OF A CONCRETE
 HZ1665'POST PROJECTING 6 INCHES ABOVE GROUND.
 HZ1665
 HZ1665                          STATION RECOVERY (1983)
 HZ1665
 HZ1665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 HZ1665'MARK HAS BEEN DISTURBED, PART OF CONCRETE BUSTED AWAY, TABLET STILL
 HZ1665'INTACT, BUT SLIGHTLY MUTILATED, APPEARS TO HAVE BEEN SHAVED SIDEWAYS
 HZ1665'SLIGHTLY ELEV PROBALY DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2630 ***********************************************************************
 HZ2630  DESIGNATION -  A 10 RESET
 HZ2630  PID         -  HZ2630
 HZ2630  STATE/COUNTY-  IN/JACKSON
 HZ2630  COUNTRY     -  US
 HZ2630  USGS QUAD   -  SEYMOUR (2019)
 HZ2630
 HZ2630                         *CURRENT SURVEY CONTROL
 HZ2630  ______________________________________________________________________
 HZ2630* NAD 83(1986) POSITION- 38 56 36.     (N) 085 55 31.     (W)   SCALED
 HZ2630* NAVD 88 ORTHO HEIGHT -   173.12  (meters)      568.0   (feet) RESET
 HZ2630  ______________________________________________________________________
 HZ2630  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 HZ2630  VERT ORDER      -  THIRD
 HZ2630
 HZ2630.The horizontal coordinates were scaled from a map and have
 HZ2630.an estimated accuracy of +/- 6 seconds.
 HZ2630
 HZ2630.The orthometric height was computed from unverified reset data.
 HZ2630
 HZ2630.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2630.GEOID18 height accuracy estimate available here.
 HZ2630
 HZ2630.Click photographs - Photos may exist for this station.
 HZ2630
 HZ2630;                    North         East    Units  Estimated Accuracy
 HZ2630;SPC IN E     -   410,240.       77,580.      MT  (+/- 180 meters Scaled)
 HZ2630
 HZ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ931110(NAD 83)
 HZ2630
 HZ2630                          SUPERSEDED SURVEY CONTROL
 HZ2630
 HZ2630  NGVD 29 (08/22/16)  173.24   (m)          568.4    (f) RESET       3  
 HZ2630
 HZ2630.Superseded values are not recommended for survey control.
 HZ2630
 HZ2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2630.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2630
 HZ2630_MARKER: DV = VERTICAL CONTROL DISK
 HZ2630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ2630_SP_SET: CULVERT
 HZ2630_STAMPING: A 10 RESET 1986
 HZ2630_MARK LOGO: NGS
 HZ2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2630+STABILITY: SURFACE MOTION
 HZ2630
 HZ2630  HISTORY     - Date     Condition        Report By
 HZ2630  HISTORY     - 1986     MONUMENTED       NGS
 HZ2630
 HZ2630                          STATION DESCRIPTION
 HZ2630
 HZ2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2630'IN SEYMOUR.
 HZ2630'FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE ROUTE 11 SOUTH IN
 HZ2630'SEYMOUR, GO WESTERLY ON  HIGHWAY 50 FOR 2.15 MILES, 3.45 KM (2.15 MI)
 HZ2630'TO A REVERSE Y, OLD HIGHWAY 50 ON RIGHT AND THE STATION ON RIGHT.
 HZ2630'14.5 M (47.6 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF RAILROAD TRACK,
 HZ2630'11.826 M (38.8 FT) NORTH-NORTHWEST OF CENTER OF U.S. HIGHWAY 50, 5.1
 HZ2630'M (16.7 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AMD 0.30 M (1.0 FT)
 HZ2630'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1745 ***********************************************************************
 LB1745  DESIGNATION -  A 100
 LB1745  PID         -  LB1745
 LB1745  STATE/COUNTY-  IN/WARREN
 LB1745  COUNTRY     -  US
 LB1745  USGS QUAD   -  WEST LEBANON (2019)
 LB1745
 LB1745                         *CURRENT SURVEY CONTROL
 LB1745  ______________________________________________________________________
 LB1745* NAD 83(1986) POSITION- 40 15 02.     (N) 087 28 16.     (W)   SCALED
 LB1745* NAVD 88 ORTHO HEIGHT -   208.780 (meters)      684.97  (feet) ADJUSTED
 LB1745  ______________________________________________________________________
 LB1745  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 LB1745  DYNAMIC HEIGHT  -        208.675 (meters)      684.63  (feet) COMP
 LB1745  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 LB1745
 LB1745  VERT ORDER      -  SECOND    CLASS 0
 LB1745
 LB1745.The horizontal coordinates were scaled from a map and have
 LB1745.an estimated accuracy of +/- 6 seconds.
 LB1745
 LB1745.The orthometric height was determined by differential leveling and
 LB1745.adjusted by the NATIONAL GEODETIC SURVEY
 LB1745.in June 1991.
 LB1745
 LB1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1745.GEOID18 height accuracy estimate available here.
 LB1745
 LB1745.Click photographs - Photos may exist for this station.
 LB1745
 LB1745.The dynamic height is computed by dividing the NAVD 88
 LB1745.geopotential number by the normal gravity value computed on the
 LB1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1745.degrees latitude (g = 980.6199 gals.).
 LB1745
 LB1745.The modeled gravity was interpolated from observed gravity values.
 LB1745
 LB1745;                    North         East    Units  Estimated Accuracy
 LB1745;SPC IN W     -   555,410.      867,010.      MT  (+/- 180 meters Scaled)
 LB1745
 LB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK599556(NAD 83)
 LB1745
 LB1745                          SUPERSEDED SURVEY CONTROL
 LB1745
 LB1745  NGVD 29 (??/??/92)  208.818  (m)          685.10   (f) ADJ UNCH    2 0
 LB1745
 LB1745.Superseded values are not recommended for survey control.
 LB1745
 LB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1745.See file dsdata.pdf to determine how the superseded data were derived.
 LB1745
 LB1745_MARKER: DB = BENCH MARK DISK
 LB1745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1745_SP_SET: BOX CULVERT HEADWALL
 LB1745_STAMPING: A 100 1946
 LB1745_MARK LOGO: CGS
 LB1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1745+STABILITY: SURFACE MOTION
 LB1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1745+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LB1745
 LB1745  HISTORY     - Date     Condition        Report By
 LB1745  HISTORY     - 1946     MONUMENTED       CGS
 LB1745  HISTORY     - 20050608 GOOD             CMT
 LB1745
 LB1745                          STATION DESCRIPTION
 LB1745
 LB1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1745'1 MI W FROM MARSHFIELD.
 LB1745'ABOUT 0.95 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING
 LB1745'OF THE WABASH RAILWAY AT MARSHFIELD, ABOUT 225 FEET EAST OF A
 LB1745'GRAVEL ROAD LEADING NORTH, SET IN THE WEST END OF THE SOUTH
 LB1745'CONCRETE HEAD WALL OF A 4 FOOT CONCRETE BOX CULVERT, 16 FEET
 LB1745'SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FOOT EAST OF THE WEST
 LB1745'END OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE ROAD LEVEL.
 LB1745'A STANDARD DISK, STAMPED A 100 1946.
 LB1745
 LB1745                          STATION RECOVERY (2005)
 LB1745
 LB1745'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2005 (KWS)
 LB1745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1023 ***********************************************************************
 KA1023  DESIGNATION -  A 102
 KA1023  PID         -  KA1023
 KA1023  STATE/COUNTY-  IN/PARKE
 KA1023  COUNTRY     -  US
 KA1023  USGS QUAD   -  MONTEZUMA (2019)
 KA1023
 KA1023                         *CURRENT SURVEY CONTROL
 KA1023  ______________________________________________________________________
 KA1023* NAD 83(1986) POSITION- 39 49 17.     (N) 087 16 31.     (W)   SCALED
 KA1023* NAVD 88 ORTHO HEIGHT -   182.746 (meters)      599.56  (feet) ADJUSTED
 KA1023  ______________________________________________________________________
 KA1023  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 KA1023  DYNAMIC HEIGHT  -        182.643 (meters)      599.22  (feet) COMP
 KA1023  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 KA1023
 KA1023  VERT ORDER      -  SECOND    CLASS 0
 KA1023
 KA1023.The horizontal coordinates were scaled from a map and have
 KA1023.an estimated accuracy of +/- 6 seconds.
 KA1023
 KA1023.The orthometric height was determined by differential leveling and
 KA1023.adjusted by the NATIONAL GEODETIC SURVEY
 KA1023.in June 1991.
 KA1023
 KA1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1023.GEOID18 height accuracy estimate available here.
 KA1023
 KA1023.Click photographs - Photos may exist for this station.
 KA1023
 KA1023.The dynamic height is computed by dividing the NAVD 88
 KA1023.geopotential number by the normal gravity value computed on the
 KA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1023.degrees latitude (g = 980.6199 gals.).
 KA1023
 KA1023.The modeled gravity was interpolated from observed gravity values.
 KA1023
 KA1023;                    North         East    Units  Estimated Accuracy
 KA1023;SPC IN W     -   507,700.      883,570.      MT  (+/- 180 meters Scaled)
 KA1023
 KA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK764079(NAD 83)
 KA1023
 KA1023                          SUPERSEDED SURVEY CONTROL
 KA1023
 KA1023  NGVD 29 (??/??/92)  182.839  (m)          599.86   (f) ADJ UNCH    2 0
 KA1023
 KA1023.Superseded values are not recommended for survey control.
 KA1023
 KA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1023.See file dsdata.pdf to determine how the superseded data were derived.
 KA1023
 KA1023_MARKER: DB = BENCH MARK DISK
 KA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1023_STAMPING: A 102 1946
 KA1023_MARK LOGO: CGS
 KA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1023+STABILITY: SURFACE MOTION
 KA1023
 KA1023  HISTORY     - Date     Condition        Report By
 KA1023  HISTORY     - 1946     MONUMENTED       CGS
 KA1023
 KA1023                          STATION DESCRIPTION
 KA1023
 KA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1023'2.2 MI SW FROM BLOOMINGDALE.
 KA1023'ABOUT 0.7 MILE SOUTH ALONG THE MAIN ROAD FROM THE POST OFFICE
 KA1023'AT BLOOMINGDALE, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A
 KA1023'WINDING ROAD LEADING TO MONTEZUMA, 0.1 MILE WEST OF A SMALL STEEL
 KA1023'BRIDGE, AT A FARM, 59 FEET EAST OF THE NORTHEAST CORNER OF A
 KA1023'LARGE BARN, 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 KA1023'HOUSE, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET
 KA1023'EAST OF THE CENTER LINE OF A GATE LEADING TO THE BARN YARD, 3.3
 KA1023'FEET EAST OF A POWER LINE POLE, 1.5 FEET NORTH OF A WIRE FENCE,
 KA1023'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1023'DISK, STAMPED A 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1023'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1003 ***********************************************************************
 KA1003  DESIGNATION -  A 103
 KA1003  PID         -  KA1003
 KA1003  STATE/COUNTY-  IN/FOUNTAIN
 KA1003  COUNTRY     -  US
 KA1003  USGS QUAD   -  ALAMO (2019)
 KA1003
 KA1003                         *CURRENT SURVEY CONTROL
 KA1003  ______________________________________________________________________
 KA1003* NAD 83(1986) POSITION- 39 58 03.     (N) 087 05 25.     (W)   SCALED
 KA1003* NAVD 88 ORTHO HEIGHT -   227.365 (meters)      745.95  (feet) ADJUSTED
 KA1003  ______________________________________________________________________
 KA1003  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 KA1003  DYNAMIC HEIGHT  -        227.241 (meters)      745.54  (feet) COMP
 KA1003  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 KA1003
 KA1003  VERT ORDER      -  SECOND    CLASS 0
 KA1003
 KA1003.The horizontal coordinates were scaled from a map and have
 KA1003.an estimated accuracy of +/- 6 seconds.
 KA1003
 KA1003.The orthometric height was determined by differential leveling and
 KA1003.adjusted by the NATIONAL GEODETIC SURVEY
 KA1003.in June 1991.
 KA1003
 KA1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1003.GEOID18 height accuracy estimate available here.
 KA1003
 KA1003.Click photographs - Photos may exist for this station.
 KA1003
 KA1003.The dynamic height is computed by dividing the NAVD 88
 KA1003.geopotential number by the normal gravity value computed on the
 KA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1003.degrees latitude (g = 980.6199 gals.).
 KA1003
 KA1003.The modeled gravity was interpolated from observed gravity values.
 KA1003
 KA1003;                    North         East    Units  Estimated Accuracy
 KA1003;SPC IN W     -   523,910.      899,410.      MT  (+/- 180 meters Scaled)
 KA1003
 KA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK922241(NAD 83)
 KA1003
 KA1003                          SUPERSEDED SURVEY CONTROL
 KA1003
 KA1003  NGVD 29 (??/??/92)  227.445  (m)          746.21   (f) ADJ UNCH    2 0
 KA1003
 KA1003.Superseded values are not recommended for survey control.
 KA1003
 KA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1003.See file dsdata.pdf to determine how the superseded data were derived.
 KA1003
 KA1003_MARKER: DB = BENCH MARK DISK
 KA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1003_STAMPING: A 103 1946
 KA1003_MARK LOGO: CGS
 KA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1003+STABILITY: SURFACE MOTION
 KA1003
 KA1003  HISTORY     - Date     Condition        Report By
 KA1003  HISTORY     - 1946     MONUMENTED       CGS
 KA1003
 KA1003                          STATION DESCRIPTION
 KA1003
 KA1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1003'10.2 MI E FROM KINGMAN.
 KA1003'ABOUT 10.2 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST
 KA1003'OFFICE AT KINGMAN, AT THE JUNCTION OF A ROAD LEADING NORTH AND
 KA1003'FOUNTAIN-MONTGOMERY COUNTY LINE, 36 FEET NORTH OF THE CENTER
 KA1003'LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE
 KA1003'ROAD LEADING NORTH, 15 FEET NORTH OF A FENCE CORNER POST, 1 FOOT
 KA1003'EAST OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA1003'POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA1003'A 103 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1003'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1755 ***********************************************************************
 LB1755  DESIGNATION -  A 104
 LB1755  PID         -  LB1755
 LB1755  STATE/COUNTY-  IN/FOUNTAIN
 LB1755  COUNTRY     -  US
 LB1755  USGS QUAD   -  COVINGTON (2019)
 LB1755
 LB1755                         *CURRENT SURVEY CONTROL
 LB1755  ______________________________________________________________________
 LB1755* NAD 83(1986) POSITION- 40 07 42.     (N) 087 23 08.     (W)   SCALED
 LB1755* NAVD 88 ORTHO HEIGHT -   182.048 (meters)      597.27  (feet) ADJUSTED
 LB1755  ______________________________________________________________________
 LB1755  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 LB1755  DYNAMIC HEIGHT  -        181.954 (meters)      596.96  (feet) COMP
 LB1755  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 LB1755
 LB1755  VERT ORDER      -  SECOND    CLASS 0
 LB1755
 LB1755.The horizontal coordinates were scaled from a map and have
 LB1755.an estimated accuracy of +/- 6 seconds.
 LB1755
 LB1755.The orthometric height was determined by differential leveling and
 LB1755.adjusted by the NATIONAL GEODETIC SURVEY
 LB1755.in June 1991.
 LB1755
 LB1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1755.GEOID18 height accuracy estimate available here.
 LB1755
 LB1755.Click photographs - Photos may exist for this station.
 LB1755
 LB1755.The dynamic height is computed by dividing the NAVD 88
 LB1755.geopotential number by the normal gravity value computed on the
 LB1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1755.degrees latitude (g = 980.6199 gals.).
 LB1755
 LB1755.The modeled gravity was interpolated from observed gravity values.
 LB1755
 LB1755;                    North         East    Units  Estimated Accuracy
 LB1755;SPC IN W     -   541,810.      874,240.      MT  (+/- 180 meters Scaled)
 LB1755
 LB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671420(NAD 83)
 LB1755
 LB1755                          SUPERSEDED SURVEY CONTROL
 LB1755
 LB1755  NGVD 29 (??/??/92)  182.109  (m)          597.47   (f) ADJ UNCH    2 0
 LB1755
 LB1755.Superseded values are not recommended for survey control.
 LB1755
 LB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1755.See file dsdata.pdf to determine how the superseded data were derived.
 LB1755
 LB1755_MARKER: DB = BENCH MARK DISK
 LB1755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1755_SP_SET: CULVERT HEADWALL
 LB1755_STAMPING: A 104 1946
 LB1755_MARK LOGO: CGS
 LB1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1755+STABILITY: SURFACE MOTION
 LB1755
 LB1755  HISTORY     - Date     Condition        Report By
 LB1755  HISTORY     - 1946     MONUMENTED       CGS
 LB1755
 LB1755                          STATION DESCRIPTION
 LB1755
 LB1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1755'1.2 MI SE FROM COVINGTON.
 LB1755'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1755'AT COVINGTON, THENCE ABOUT 0.7 MILE SOUTH ALONG A BLACK TOP ROAD,
 LB1755'0.4 MILE SOUTH OF A STEEL BRIDGE OVER A RAILROAD AND CREEK, 100
 LB1755'YARDS SOUTH OF THE CENTER OF A Y JUNCTION OF A ROAD LEADING
 LB1755'NORTHEAST, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 LB1755'OF A 3.5 FOOT CONCRETE CULVERT, 19 FEET EAST OF AND ABOUT LEVEL
 LB1755'WITH THE CENTER LINE OF THE PAVED ROAD.  A STANDARD DISK, STAMPED
 LB1755'A 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0639 ***********************************************************************
 KA0639  CBN         -  This is a Cooperative Base Network Control Station.
 KA0639  DESIGNATION -  A 105
 KA0639  PID         -  KA0639
 KA0639  STATE/COUNTY-  IN/MONTGOMERY
 KA0639  COUNTRY     -  US
 KA0639  USGS QUAD   -  NEW MARKET (2019)
 KA0639
 KA0639                         *CURRENT SURVEY CONTROL
 KA0639  ______________________________________________________________________
 KA0639* NAD 83(2011) POSITION- 39 58 52.16850(N) 086 54 59.02450(W)   ADJUSTED
 KA0639* NAD 83(2011) ELLIP HT-   211.269 (meters)        (06/27/12)   ADJUSTED
 KA0639* NAD 83(2011) EPOCH   -  2010.00
 KA0639* NAVD 88 ORTHO HEIGHT -   244.629 (meters)      802.59  (feet) ADJUSTED
 KA0639  ______________________________________________________________________
 KA0639  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 KA0639  NAD 83(2011) X  -    263,274.800 (meters)                     COMP
 KA0639  NAD 83(2011) Y  - -4,887,127.702 (meters)                     COMP
 KA0639  NAD 83(2011) Z  -  4,076,518.442 (meters)                     COMP
 KA0639  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 KA0639  DYNAMIC HEIGHT  -        244.496 (meters)      802.15  (feet) COMP
 KA0639  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 KA0639
 KA0639  VERT ORDER      -  SECOND    CLASS 0
 KA0639
 KA0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0639  Standards:
 KA0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0639  -------------------------------------------------------------------
 KA0639  NETWORK    0.79   1.74           0.37   0.25   0.89     -0.05655509
 KA0639  -------------------------------------------------------------------
 KA0639  Click here for local accuracies and other accuracy information.
 KA0639
 KA0639.This mark is at Crawfordville Airport (CFJ)
 KA0639
 KA0639.The horizontal coordinates were established by GPS observations
 KA0639.and adjusted by the National Geodetic Survey in June 2012.
 KA0639
 KA0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0639.been affixed to the stable North American tectonic plate. See 
 KA0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0639
 KA0639.The horizontal coordinates are valid at the epoch date displayed above
 KA0639.which is a decimal equivalence of Year/Month/Day.
 KA0639
 KA0639.The orthometric height was determined by differential leveling and
 KA0639.adjusted by the NATIONAL GEODETIC SURVEY
 KA0639.in June 1991.
 KA0639
 KA0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0639.GEOID18 height accuracy estimate available here.
 KA0639
 KA0639.Click photographs - Photos may exist for this station.
 KA0639
 KA0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0639
 KA0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0639
 KA0639.The ellipsoidal height was determined by GPS observations
 KA0639.and is referenced to NAD 83.
 KA0639
 KA0639.The dynamic height is computed by dividing the NAVD 88
 KA0639.geopotential number by the normal gravity value computed on the
 KA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0639.degrees latitude (g = 980.6199 gals.).
 KA0639
 KA0639.The modeled gravity was interpolated from observed gravity values.
 KA0639
 KA0639. The following values were computed from the NAD 83(2011) position.
 KA0639
 KA0639;                    North         East     Units Scale Factor Converg.
 KA0639;SPC IN W     -   525,438.933   914,258.895   MT  0.99996917   +0 06 26.1
 KA0639;SPC IN W     - 1,723,877.57  2,999,531.06   sFT  0.99996917   +0 06 26.1
 KA0639;UTM  16      - 4,425,669.281   507,138.400   MT  0.99960063   +0 03 13.4
 KA0639
 KA0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0639!SPC IN W     -   0.99996686  x   0.99996917  =   0.99993603
 KA0639!UTM  16      -   0.99996686  x   0.99960063  =   0.99956750
 KA0639
 KA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0713825669(NAD 83)
 KA0639
 KA0639|---------------------------------------------------------------------|
 KA0639| PID    Reference Object                     Distance      Geod. Az  |
 KA0639|                                                           dddmmss.s |
 KA0639| KA2029 CRAPORT                             239.911 METERS 17109     |
 KA0639|---------------------------------------------------------------------|
 KA0639
 KA0639                          SUPERSEDED SURVEY CONTROL
 KA0639
 KA0639  NAD 83(2007)-  39 58 52.16859(N)    086 54 59.02542(W) AD(2002.00) 0
 KA0639  ELLIP H (02/10/07)  211.290  (m)                       GP(2002.00)    
 KA0639  NAD 83(1997)-  39 58 52.16866(N)    086 54 59.02572(W) AD(       ) B
 KA0639  ELLIP H (04/10/98)  211.289  (m)                       GP(       ) 4 1
 KA0639  NAD 83(1986)-  39 58 52.17284(N)    086 54 59.03260(W) AD(       ) 3
 KA0639  NAD 27      -  39 58 52.02341(N)    086 54 58.97765(W) AD(       ) 3
 KA0639  NAVD 88             244.63   (m)          802.6    (f) LEVELING    3  
 KA0639  NGVD 29 (??/??/92)  244.726  (m)          802.91   (f) ADJ UNCH    2 0
 KA0639  NGVD 29 (02/23/89)  245.     (m)  RAPSU86  model used  GPS OBS        
 KA0639
 KA0639.Superseded values are not recommended for survey control.
 KA0639
 KA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0639.See file dsdata.pdf to determine how the superseded data were derived.
 KA0639
 KA0639_MARKER: DB = BENCH MARK DISK
 KA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0639_STAMPING: A 105 1946
 KA0639_MARK LOGO: CGS
 KA0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0639+STABILITY: SURFACE MOTION
 KA0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0639+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 KA0639
 KA0639  HISTORY     - Date     Condition        Report By
 KA0639  HISTORY     - 1946     MONUMENTED       CGS
 KA0639  HISTORY     - 19880515 GOOD             NGS
 KA0639  HISTORY     - 19970808 GOOD             SEC
 KA0639  HISTORY     - 19980723 GOOD             WOOLPT
 KA0639  HISTORY     - 20030817 GOOD             INDIV
 KA0639  HISTORY     - 20090713 GOOD             INDOT
 KA0639
 KA0639                          STATION DESCRIPTION
 KA0639
 KA0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0639'4.7 MI SW FROM CRAWFORDSVILLE.
 KA0639'4.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURTHOUSE AT
 KA0639'CRAWFORDSVILLE, THENCE 0.6 MILE WEST ALONG A GRAVEL ROAD, AT THE
 KA0639'ENTRANCE TO CRAWFORDSVILLE MUNICIPAL AIRPORT, 73 FEET SOUTH OF
 KA0639'THE CENTERLINE OF THE GRAVEL ROAD, 40.5 FEET EAST OF THE
 KA0639'CENTERLINE OF THE DRIVEWAY TO THE OFFICE BUILDING, 1.5 FEET WEST
 KA0639'OF THE WEST LEG OF A CRAWFORDSVILLE MUNICIPAL AIRPORT SIGN, 2
 KA0639'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 KA0639'GRAVEL ROAD.  A STANDARD DISK, STAMPED A 105 1946 AND SET IN THE
 KA0639'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0639
 KA0639                          STATION RECOVERY (1988)
 KA0639
 KA0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KA0639'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) WEST OF INTERSTATE
 KA0639'HIGHWAY 74, 6.8 KM (4.25 MI) SOUTH OF CRAWFORDSVILLE AND AT THE
 KA0639'CRAWFORDSVILLE MUNICIPAL AIRPORT.  OWNERSHIP--INDIANA DEPARTMENT OF
 KA0639'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 KA0639'INDIANAPOLIS, INDIANA 46204, PHONE 317-232-5533.
 KA0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 231
 KA0639'IN CRAWFORDSVILLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 7.4 KM (4.60 MI)
 KA0639'TO THE INTERSECTION WITH COUNTY ROAD 400S.  TURN RIGHT AND GO WEST ON
 KA0639'COUNTY ROAD 400S FOR 1.3 KM (0.80 MI) TO AIRPORT ENTRANCE AND MARK ON
 KA0639'THE LEFT.
 KA0639'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---A 105
 KA0639'1946---, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 KA0639'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  LOCATED 22.2 M (72.8 FT)
 KA0639'SOUTH FROM CENTER OF COUNTY ROAD 400S, 12.6 M (41.3 FT) EAST FROM
 KA0639'CENTER OF AIRPORT ENTRANCE ROAD AND 10.8 M (35.4 FT) SOUTHWEST FROM
 KA0639'SOUTHEAST LEG OF WELCOME TO CRAWFORDSVILLE MUNICIPAL AIRPORT SIGN.
 KA0639'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA0639'DESCRIBED BY D.L. ADAMS.
 KA0639
 KA0639                          STATION RECOVERY (1997)
 KA0639
 KA0639'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0639'STATION IS LOCATED 4.7 MILES (7.6 KM) SOUTHWEST OF CRAWFORDSVILLE, AT
 KA0639'THE CRAWFORDSVILLE MUNICIPAL AIRPORT, 0.8 MILES (1.3 KM) WEST OF THE
 KA0639'INTERSECTION OF STATE ROAD 231 AND COUNTY ROAD 400 SOUTH, 17.5 METERS
 KA0639'(57.4 FT) SOUTH OF CENTERLINE OF COUNTY ROAD 400 SOUTH, 12.25 METERS
 KA0639'(40.19 FT) EAST OF CENTERLINE OF THE AIRPORT MAIN ENTRANCE ROAD
 KA0639'(PAVED), 5 METERS (16.4 FT) SOUTH OF CENTER OF CRABAPPLE TREE TRUNK,
 KA0639'AND PROJECTS 15 CM ABOVE GRADE.
 KA0639
 KA0639                          STATION RECOVERY (1998)
 KA0639
 KA0639'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 KA0639'RECOVERED AS DESCRIBED.  WOOLPERT CONSULTANTS 1988 (EJR).
 KA0639
 KA0639                          STATION RECOVERY (2003)
 KA0639
 KA0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 KA0639'RECOVERED AS DESCRIBED,
 KA0639
 KA0639                          STATION RECOVERY (2009)
 KA0639
 KA0639'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 KA0639'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1313 ***********************************************************************
 LB1313  DESIGNATION -  A 106
 LB1313  PID         -  LB1313
 LB1313  STATE/COUNTY-  IN/NEWTON
 LB1313  COUNTRY     -  US
 LB1313  USGS QUAD   -  MOUNT AYR (2019)
 LB1313
 LB1313                         *CURRENT SURVEY CONTROL
 LB1313  ______________________________________________________________________
 LB1313* NAD 83(1986) POSITION- 40 57 18.     (N) 087 17 43.     (W)   SCALED
 LB1313* NAVD 88 ORTHO HEIGHT -   210.424 (meters)      690.37  (feet) ADJUSTED
 LB1313  ______________________________________________________________________
 LB1313  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 LB1313  DYNAMIC HEIGHT  -        210.333 (meters)      690.07  (feet) COMP
 LB1313  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 LB1313
 LB1313  VERT ORDER      -  SECOND    CLASS 0
 LB1313
 LB1313.The horizontal coordinates were scaled from a map and have
 LB1313.an estimated accuracy of +/- 6 seconds.
 LB1313
 LB1313.The orthometric height was determined by differential leveling and
 LB1313.adjusted by the NATIONAL GEODETIC SURVEY
 LB1313.in June 1991.
 LB1313
 LB1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1313.GEOID18 height accuracy estimate available here.
 LB1313
 LB1313.Click photographs - Photos may exist for this station.
 LB1313
 LB1313.The dynamic height is computed by dividing the NAVD 88
 LB1313.geopotential number by the normal gravity value computed on the
 LB1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1313.degrees latitude (g = 980.6199 gals.).
 LB1313
 LB1313.The modeled gravity was interpolated from observed gravity values.
 LB1313
 LB1313;                    North         East    Units  Estimated Accuracy
 LB1313;SPC IN W     -   633,580.      882,160.      MT  (+/- 180 meters Scaled)
 LB1313
 LB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL751338(NAD 83)
 LB1313
 LB1313                          SUPERSEDED SURVEY CONTROL
 LB1313
 LB1313  NGVD 29 (??/??/92)  210.503  (m)          690.63   (f) ADJ UNCH    2 0
 LB1313
 LB1313.Superseded values are not recommended for survey control.
 LB1313
 LB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1313.See file dsdata.pdf to determine how the superseded data were derived.
 LB1313
 LB1313_MARKER: DB = BENCH MARK DISK
 LB1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1313_STAMPING: A 106 1946
 LB1313_MARK LOGO: CGS
 LB1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1313+STABILITY: SURFACE MOTION
 LB1313
 LB1313  HISTORY     - Date     Condition        Report By
 LB1313  HISTORY     - 1946     MONUMENTED       CGS
 LB1313  HISTORY     - 20061219 MARK NOT FOUND   BFSINC
 LB1313
 LB1313                          STATION DESCRIPTION
 LB1313
 LB1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1313'AT MT AYR.
 LB1313'AT MT. AYR, AT THE NORTHEAST CORNER OF THE VILLAGE, ABOUT 0.2
 LB1313'MILE NORTHEAST OF THE SCHOOL BUILDING, AT A CROSS ROAD FORMED
 LB1313'BY STATE HIGHWAY 55 LEADING SOUTH AND WEST AND GRAVEL ROADS
 LB1313'LEADING EAST AND NORTH, IN THE NORTHWEST QUARTER OF THE CROSS
 LB1313'ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE TANGENT OF THE
 LB1313'HIGHWAY LEADING WEST, 24 FEET WEST OF THE CENTER LINE OF THE
 LB1313'GRAVEL ROAD LEADING NORTH, 11.5 FEET NORTH OF A FENCE CORNER,
 LB1313'1 FOOT EAST OF A WIRE FENCE LINE, SET IN THE TOP OF A CONCRETE
 LB1313'POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1313'INTERSECTION.
 LB1313
 LB1313                          STATION RECOVERY (2006)
 LB1313
 LB1313'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1356 ***********************************************************************
 LB1356  DESIGNATION -  A 107
 LB1356  PID         -  LB1356
 LB1356  STATE/COUNTY-  IN/JASPER
 LB1356  COUNTRY     -  US
 LB1356  USGS QUAD   -  RENSSELAER (2019)
 LB1356
 LB1356                         *CURRENT SURVEY CONTROL
 LB1356  ______________________________________________________________________
 LB1356* NAD 83(1986) POSITION- 40 56 04.     (N) 087 08 59.     (W)   SCALED
 LB1356* NAVD 88 ORTHO HEIGHT -   202.247 (meters)      663.54  (feet) ADJUSTED
 LB1356  ______________________________________________________________________
 LB1356  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 LB1356  DYNAMIC HEIGHT  -        202.160 (meters)      663.25  (feet) COMP
 LB1356  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 LB1356
 LB1356  VERT ORDER      -  SECOND    CLASS 0
 LB1356
 LB1356.The horizontal coordinates were scaled from a map and have
 LB1356.an estimated accuracy of +/- 6 seconds.
 LB1356
 LB1356.The orthometric height was determined by differential leveling and
 LB1356.adjusted by the NATIONAL GEODETIC SURVEY
 LB1356.in June 1991.
 LB1356
 LB1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1356.GEOID18 height accuracy estimate available here.
 LB1356
 LB1356.Click photographs - Photos may exist for this station.
 LB1356
 LB1356.The dynamic height is computed by dividing the NAVD 88
 LB1356.geopotential number by the normal gravity value computed on the
 LB1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1356.degrees latitude (g = 980.6199 gals.).
 LB1356
 LB1356.The modeled gravity was interpolated from observed gravity values.
 LB1356
 LB1356;                    North         East    Units  Estimated Accuracy
 LB1356;SPC IN W     -   631,280.      894,410.      MT  (+/- 180 meters Scaled)
 LB1356
 LB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873314(NAD 83)
 LB1356
 LB1356                          SUPERSEDED SURVEY CONTROL
 LB1356
 LB1356  NGVD 29 (??/??/92)  202.334  (m)          663.82   (f) ADJ UNCH    2 0
 LB1356
 LB1356.Superseded values are not recommended for survey control.
 LB1356
 LB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1356.See file dsdata.pdf to determine how the superseded data were derived.
 LB1356
 LB1356_MARKER: DB = BENCH MARK DISK
 LB1356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1356_SP_SET: STEP
 LB1356_STAMPING: A 107 1946
 LB1356_MARK LOGO: CGS
 LB1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1356+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 LB1356
 LB1356  HISTORY     - Date     Condition        Report By
 LB1356  HISTORY     - 1946     MONUMENTED       CGS
 LB1356  HISTORY     - 20071110 GOOD             GEOCAC
 LB1356  HISTORY     - 20080808 GOOD             GEOCAC
 LB1356  HISTORY     - 20120327 GOOD             IN-073
 LB1356  HISTORY     - 20171003 GOOD             INDOT
 LB1356
 LB1356                          STATION DESCRIPTION
 LB1356
 LB1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1356'AT RENSSELAER.
 LB1356'AT RENSSELAER, AT THE EAST CORNER OF THE POST OFFICE BUILDING,
 LB1356'SET IN THE TOP OF THE NORTHWEST END OF THE TOP STEP TO THE
 LB1356'EMPLOYEES BASEMENT ENTRANCE, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST
 LB1356'WALL OF THE BUILDING AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 LB1356'CONCRETE PARKING AREA.
 LB1356
 LB1356                          STATION RECOVERY (2007)
 LB1356
 LB1356'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1356'RECOVERED IN GOOD CONDITION.
 LB1356
 LB1356                          STATION RECOVERY (2008)
 LB1356
 LB1356'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1356'RECOVERED IN GOOD CONDITION.
 LB1356
 LB1356                          STATION RECOVERY (2012)
 LB1356
 LB1356'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1356'RECOVERED IN GOOD CONDITION.
 LB1356
 LB1356                          STATION RECOVERY (2017)
 LB1356
 LB1356'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 LB1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1337 ***********************************************************************
 LB1337  DESIGNATION -  A 108 RESET
 LB1337  PID         -  LB1337
 LB1337  STATE/COUNTY-  IN/JASPER
 LB1337  COUNTRY     -  US
 LB1337  USGS QUAD   -  REMINGTON (2019)
 LB1337
 LB1337                         *CURRENT SURVEY CONTROL
 LB1337  ______________________________________________________________________
 LB1337* NAD 83(1986) POSITION- 40 46 08.     (N) 087 09 12.     (W)   SCALED
 LB1337* NAVD 88 ORTHO HEIGHT -   218.30  (meters)      716.2   (feet) RESET
 LB1337  ______________________________________________________________________
 LB1337  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB1337  VERT ORDER      -  THIRD
 LB1337
 LB1337.The horizontal coordinates were scaled from a map and have
 LB1337.an estimated accuracy of +/- 6 seconds.
 LB1337
 LB1337.The orthometric height was computed from unverified reset data.
 LB1337
 LB1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1337.GEOID18 height accuracy estimate available here.
 LB1337
 LB1337.Click photographs - Photos may exist for this station.
 LB1337
 LB1337;                    North         East    Units  Estimated Accuracy
 LB1337;SPC IN W     -   612,900.      894,090.      MT  (+/- 180 meters Scaled)
 LB1337
 LB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870131(NAD 83)
 LB1337
 LB1337                          SUPERSEDED SURVEY CONTROL
 LB1337
 LB1337  NGVD 29 (??/??/??)  218.37   (m)          716.4    (f) RESET       3  
 LB1337
 LB1337.Superseded values are not recommended for survey control.
 LB1337
 LB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1337.See file dsdata.pdf to determine how the superseded data were derived.
 LB1337
 LB1337_MARKER: DB = BENCH MARK DISK
 LB1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1337_SP_SET: BRIDGE
 LB1337_STAMPING: A 108 RESET 1955
 LB1337_MARK LOGO: CGS
 LB1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1337+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1337
 LB1337  HISTORY     - Date     Condition        Report By
 LB1337  HISTORY     - 1955     MONUMENTED       INHD
 LB1337  HISTORY     - 20071110 GOOD             GEOCAC
 LB1337  HISTORY     - 20080808 GOOD             GEOCAC
 LB1337  HISTORY     - 20120327 GOOD             IN-073
 LB1337
 LB1337                          STATION DESCRIPTION
 LB1337
 LB1337'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1955
 LB1337'AT REMINGTON.
 LB1337'AT REMINGTON, JASPER COUNTY, 0.2 MILE NORTH ALONG STATE HIGHWAY
 LB1337'53 FROM ITS JUNCTION WITH U.S. HIGHWAY 24, 50 YARDS SOUTH OF THE
 LB1337'CITY LIMITS, AT A 50-FOOT CONCRETE-ARCH BRIDGE, IN THE TOP OF
 LB1337'THE NORTHEAST WING WALL, 26.5 FEET EAST OF THE CENTERLINE OF
 LB1337'THE HIGHWAY, AND 1.8 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 LB1337'DISK, STAMPED A 108 RESET 1955.
 LB1337
 LB1337                          STATION RECOVERY (2007)
 LB1337
 LB1337'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1337'RECOVERED IN GOOD CONDITION.
 LB1337
 LB1337                          STATION RECOVERY (2008)
 LB1337
 LB1337'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1337'RECOVERED IN GOOD CONDITION.
 LB1337
 LB1337                          STATION RECOVERY (2012)
 LB1337
 LB1337'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0694 ***********************************************************************
 JA0694  DESIGNATION -  A 11
 JA0694  PID         -  JA0694
 JA0694  STATE/COUNTY-  IN/MARTIN
 JA0694  COUNTRY     -  US
 JA0694  USGS QUAD   -  SHOALS (2019)
 JA0694
 JA0694                         *CURRENT SURVEY CONTROL
 JA0694  ______________________________________________________________________
 JA0694* NAD 83(1986) POSITION- 38 40 12.0    (N) 086 47 50.3    (W)   HD_HELD2
 JA0694* NAVD 88 ORTHO HEIGHT -   158.967 (meters)      521.54  (feet) ADJUSTED
 JA0694  ______________________________________________________________________
 JA0694  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 JA0694  DYNAMIC HEIGHT  -        158.863 (meters)      521.20  (feet) COMP
 JA0694  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0694
 JA0694  VERT ORDER      -  FIRST     CLASS II
 JA0694
 JA0694.The horizontal coordinates were established by autonomous hand held GPS
 JA0694.observations and have an estimated accuracy of +/- 10 meters.
 JA0694
 JA0694.The orthometric height was determined by differential leveling and
 JA0694.adjusted by the NATIONAL GEODETIC SURVEY
 JA0694.in June 1991.
 JA0694
 JA0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0694.GEOID18 height accuracy estimate available here.
 JA0694
 JA0694.Click photographs - Photos may exist for this station.
 JA0694
 JA0694.The dynamic height is computed by dividing the NAVD 88
 JA0694.geopotential number by the normal gravity value computed on the
 JA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0694.degrees latitude (g = 980.6199 gals.).
 JA0694
 JA0694.The modeled gravity was interpolated from observed gravity values.
 JA0694
 JA0694;                    North         East    Units  Estimated Accuracy
 JA0694;SPC IN W     -   379,902.      924,891.      MT  (+/- 10 meters HH2 GPS)
 JA0694
 JA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1763280176(NAD 83)
 JA0694
 JA0694                          SUPERSEDED SURVEY CONTROL
 JA0694
 JA0694  NGVD 29 (??/??/92)  159.089  (m)          521.94   (f) ADJ UNCH    1 2
 JA0694
 JA0694.Superseded values are not recommended for survey control.
 JA0694
 JA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0694.See file dsdata.pdf to determine how the superseded data were derived.
 JA0694
 JA0694_MARKER: DB = BENCH MARK DISK
 JA0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0694_SP_SET: BUILDING
 JA0694_STAMPING: A 11 1930 521.944
 JA0694_MARK LOGO: CGS
 JA0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0694
 JA0694  HISTORY     - Date     Condition        Report By
 JA0694  HISTORY     - 1930     MONUMENTED       CGS
 JA0694  HISTORY     - 1965     GOOD             CGS
 JA0694  HISTORY     - 20130214 GOOD             GEOCAC
 JA0694
 JA0694                          STATION DESCRIPTION
 JA0694
 JA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0694'0.6 MI W FROM SHOALS.
 JA0694'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0694'THE STATION AT SHOALS, THENCE 0.15 MILE NORTH ALONG MAPLE STREET
 JA0694'TO THE MARTIN COUNTY COURTHOUSE, SET IN THE TOP OF THE WEST
 JA0694'WALL OF THE STEPS AT THE FRONT ENTRANCE TO THE COURTHOUSE, 20.6
 JA0694'FEET EAST OF THE SOUTHWEST CORNER OF THE COURTHOUSE.
 JA0694
 JA0694                          STATION RECOVERY (2013)
 JA0694
 JA0694'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0694'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1362 ***********************************************************************
 LB1362  DESIGNATION -  A 110
 LB1362  PID         -  LB1362
 LB1362  STATE/COUNTY-  IN/JASPER
 LB1362  COUNTRY     -  US
 LB1362  USGS QUAD   -  MCCOYSBURG (2019)
 LB1362
 LB1362                         *CURRENT SURVEY CONTROL
 LB1362  ______________________________________________________________________
 LB1362* NAD 83(1986) POSITION- 40 59 32.50   (N) 087 00 10.86   (W)   HD_HELD1
 LB1362* NAVD 88 ORTHO HEIGHT -   212.635 (meters)      697.62  (feet) ADJUSTED
 LB1362  ______________________________________________________________________
 LB1362  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LB1362  DYNAMIC HEIGHT  -        212.542 (meters)      697.31  (feet) COMP
 LB1362  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 LB1362
 LB1362  VERT ORDER      -  SECOND    CLASS 0
 LB1362
 LB1362.The horizontal coordinates were determined by differentially corrected
 LB1362.hand held GPS observations or other comparable positioning techniques
 LB1362.and have an estimated accuracy of +/- 3 meters.
 LB1362
 LB1362.The orthometric height was determined by differential leveling and
 LB1362.adjusted by the NATIONAL GEODETIC SURVEY
 LB1362.in June 1991.
 LB1362
 LB1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1362.GEOID18 height accuracy estimate available here.
 LB1362
 LB1362.Click photographs - Photos may exist for this station.
 LB1362
 LB1362.The dynamic height is computed by dividing the NAVD 88
 LB1362.geopotential number by the normal gravity value computed on the
 LB1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1362.degrees latitude (g = 980.6199 gals.).
 LB1362
 LB1362.The modeled gravity was interpolated from observed gravity values.
 LB1362
 LB1362;                    North         East    Units  Estimated Accuracy
 LB1362;SPC IN W     -   637,713.0     906,758.0     MT  (+/- 3 meters HH1 GPS) 
 LB1362
 LB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9974637909(NAD 83)
 LB1362
 LB1362                          SUPERSEDED SURVEY CONTROL
 LB1362
 LB1362  NGVD 29 (??/??/92)  212.729  (m)          697.93   (f) ADJ UNCH    2 0
 LB1362
 LB1362.Superseded values are not recommended for survey control.
 LB1362
 LB1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1362.See file dsdata.pdf to determine how the superseded data were derived.
 LB1362
 LB1362_MARKER: DB = BENCH MARK DISK
 LB1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1362_STAMPING: A 110 1946
 LB1362_MARK LOGO: CGS
 LB1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1362+STABILITY: SURFACE MOTION
 LB1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1362+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1362
 LB1362  HISTORY     - Date     Condition        Report By
 LB1362  HISTORY     - 1946     MONUMENTED       CGS
 LB1362  HISTORY     - 20120327 GOOD             IN-073
 LB1362
 LB1362                          STATION DESCRIPTION
 LB1362
 LB1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1362'0.9 MI E FROM MOODY.
 LB1362'ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD FROM THE VILLAGE OF
 LB1362'MOODY, 0.7 MILE EAST OF A POWER TRANSFORMER SUBSTATION, 0.2
 LB1362'MILE NORTH OF THE JUNCTION WITH A PAVED ROAD EAST TO
 LB1362'FRANCESVILLE, AT THE T JUNCTION OF A NORTH-SOUTH ROAD AND THE
 LB1362'ROAD LEADING WEST TO MOODY, 22 FEET NORTH OF THE CENTER LINE OF
 LB1362'THE ROAD LEADING WEST, 31 FEET WEST OF THE CENTER LINE OF THE
 LB1362'NORTH-SOUTH ROAD, 9.5 FEET WEST OF THE FENCE CORNER, 1 FOOT SOUTH
 LB1362'OF A FENCE LINE, ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE
 LB1362'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.  THIS MARK
 LB1362'MAY BE REACHED FROM THE SCHOOL BUILDING AT HANGING GROVE BY
 LB1362'GOING 1.0 MILE WEST ALONG STATE HIGHWAY 114, THENCE 4.0 MILES
 LB1362'NORTH ALONG A GRAVEL ROAD.
 LB1362
 LB1362                          STATION RECOVERY (2012)
 LB1362
 LB1362'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0627 ***********************************************************************
 LB0627  DESIGNATION -  A 111
 LB0627  PID         -  LB0627
 LB0627  STATE/COUNTY-  IN/BOONE
 LB0627  COUNTRY     -  US
 LB0627  USGS QUAD   -  LEBANON (2019)
 LB0627
 LB0627                         *CURRENT SURVEY CONTROL
 LB0627  ______________________________________________________________________
 LB0627* NAD 83(1986) POSITION- 40 02 03.69   (N) 086 27 55.61   (W)   HD_HELD1
 LB0627* NAVD 88 ORTHO HEIGHT -   289.201 (meters)      948.82  (feet) ADJUSTED
 LB0627  ______________________________________________________________________
 LB0627  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 LB0627  DYNAMIC HEIGHT  -        289.041 (meters)      948.30  (feet) COMP
 LB0627  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 LB0627
 LB0627  VERT ORDER      -  SECOND    CLASS 0
 LB0627
 LB0627.The horizontal coordinates were determined by differentially corrected
 LB0627.hand held GPS observations or other comparable positioning techniques
 LB0627.and have an estimated accuracy of +/- 3 meters.
 LB0627
 LB0627.The orthometric height was determined by differential leveling and
 LB0627.adjusted by the NATIONAL GEODETIC SURVEY
 LB0627.in June 1991.
 LB0627
 LB0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0627.GEOID18 height accuracy estimate available here.
 LB0627
 LB0627.Click photographs - Photos may exist for this station.
 LB0627
 LB0627.The dynamic height is computed by dividing the NAVD 88
 LB0627.geopotential number by the normal gravity value computed on the
 LB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0627.degrees latitude (g = 980.6199 gals.).
 LB0627
 LB0627.The modeled gravity was interpolated from observed gravity values.
 LB0627
 LB0627;                    North         East    Units  Estimated Accuracy
 LB0627;SPC IN W     -   531,515.4     952,735.6     MT  (+/- 3 meters HH1 GPS) 
 LB0627
 LB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4560631707(NAD 83)
 LB0627
 LB0627                          SUPERSEDED SURVEY CONTROL
 LB0627
 LB0627  NGVD 29 (??/??/92)  289.302  (m)          949.15   (f) ADJ UNCH    2 0
 LB0627
 LB0627.Superseded values are not recommended for survey control.
 LB0627
 LB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0627.See file dsdata.pdf to determine how the superseded data were derived.
 LB0627
 LB0627_MARKER: DB = BENCH MARK DISK
 LB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0627_STAMPING: A 111 1946
 LB0627_MARK LOGO: CGS
 LB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0627+STABILITY: SURFACE MOTION
 LB0627
 LB0627  HISTORY     - Date     Condition        Report By
 LB0627  HISTORY     - 1946     MONUMENTED       CGS
 LB0627
 LB0627                          STATION DESCRIPTION
 LB0627
 LB0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0627'AT LEBANON.
 LB0627'AT LEBANON, AT THE SOUTH SIDE OF TOWN, AT THE LEBANON AIRPORT,
 LB0627'AT THE ENTRANCE TO THE AIR PORT, 17 FEET NORTH OF THE CENTER
 LB0627'LINE OF THE ENTRANCE ROAD, 10.5 FEET NORTH OF THE NORTH ENTRANCE
 LB0627'GATE POST, 1.6 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND
 LB0627'1.5 FOOT EAST OF THE WEST BOUNDARY FENCE LINE.  A STANDARD DISK,
 LB0627'STAMPED A 111 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0627'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0621 ***********************************************************************
 LB0621  DESIGNATION -  A 113
 LB0621  PID         -  LB0621
 LB0621  STATE/COUNTY-  IN/BOONE
 LB0621  COUNTRY     -  US
 LB0621  USGS QUAD   -  LEBANON (2019)
 LB0621
 LB0621                         *CURRENT SURVEY CONTROL
 LB0621  ______________________________________________________________________
 LB0621* NAD 83(1986) POSITION- 40 02 47.     (N) 086 28 48.     (W)   SCALED
 LB0621* NAVD 88 ORTHO HEIGHT -   286.209 (meters)      939.00  (feet) ADJUSTED
 LB0621  ______________________________________________________________________
 LB0621  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 LB0621  DYNAMIC HEIGHT  -        286.051 (meters)      938.49  (feet) COMP
 LB0621  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 LB0621
 LB0621  VERT ORDER      -  SECOND    CLASS 0
 LB0621
 LB0621.The horizontal coordinates were scaled from a map and have
 LB0621.an estimated accuracy of +/- 6 seconds.
 LB0621
 LB0621.The orthometric height was determined by differential leveling and
 LB0621.adjusted by the NATIONAL GEODETIC SURVEY
 LB0621.in June 1991.
 LB0621
 LB0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0621.GEOID18 height accuracy estimate available here.
 LB0621
 LB0621.Click photographs - Photos may exist for this station.
 LB0621
 LB0621.The dynamic height is computed by dividing the NAVD 88
 LB0621.geopotential number by the normal gravity value computed on the
 LB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0621.degrees latitude (g = 980.6199 gals.).
 LB0621
 LB0621.The modeled gravity was interpolated from observed gravity values.
 LB0621
 LB0621;                    North         East    Units  Estimated Accuracy
 LB0621;SPC IN W     -   532,840.      951,490.      MT  (+/- 180 meters Scaled)
 LB0621
 LB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK443330(NAD 83)
 LB0621
 LB0621                          SUPERSEDED SURVEY CONTROL
 LB0621
 LB0621  NGVD 29 (??/??/92)  286.310  (m)          939.34   (f) ADJ UNCH    2 0
 LB0621
 LB0621.Superseded values are not recommended for survey control.
 LB0621
 LB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0621.See file dsdata.pdf to determine how the superseded data were derived.
 LB0621
 LB0621_MARKER: DB = BENCH MARK DISK
 LB0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0621_SP_SET: OVERPASS WINGWALL
 LB0621_STAMPING: A 113 1946
 LB0621_MARK LOGO: CGS
 LB0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0621
 LB0621  HISTORY     - Date     Condition        Report By
 LB0621  HISTORY     - 1946     MONUMENTED       CGS
 LB0621  HISTORY     - 1977     GOOD             LOCENG
 LB0621
 LB0621                          STATION DESCRIPTION
 LB0621
 LB0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0621'0.6 MI W FROM LEBANON.
 LB0621'AT LEBANON, ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 32 FROM THE
 LB0621'COUNTY COURT HOUSE AT LEBANON, AT A CONCRETE UNDERPASS OF THE
 LB0621'HIGHWAY UNDER THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE
 LB0621'WEST END OF THE SOUTHWEST WINGWALL OF THE OVERPASS, 30 FEET
 LB0621'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3.5 FEET
 LB0621'ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED A 113 1946.
 LB0621
 LB0621                          STATION RECOVERY (1977)
 LB0621
 LB0621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0583 ***********************************************************************
 LB0583  DESIGNATION -  A 114
 LB0583  PID         -  LB0583
 LB0583  STATE/COUNTY-  IN/BOONE
 LB0583  COUNTRY     -  US
 LB0583  USGS QUAD   -  MECHANICSBURG (2019)
 LB0583
 LB0583                         *CURRENT SURVEY CONTROL
 LB0583  ______________________________________________________________________
 LB0583* NAD 83(2011) POSITION- 40 07 36.65753(N) 086 22 31.56765(W)   ADJUSTED
 LB0583* NAD 83(2011) ELLIP HT-   249.832 (meters)        (06/14/23)   ADJUSTED
 LB0583* NAD 83(2011) EPOCH   -  2010.00
 LB0583* NAVD 88 ORTHO HEIGHT -   283.812 (meters)      931.14  (feet) ADJUSTED
 LB0583  ______________________________________________________________________
 LB0583  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 LB0583  NAD 83(2011) X  -    308,748.116 (meters)                     COMP
 LB0583  NAD 83(2011) Y  - -4,874,064.090 (meters)                     COMP
 LB0583  NAD 83(2011) Z  -  4,088,926.153 (meters)                     COMP
 LB0583  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LB0583  DYNAMIC HEIGHT  -        283.656 (meters)      930.63  (feet) COMP
 LB0583  MODELED GRAVITY -    980,067.4   (mgal)                       NAVD 88
 LB0583
 LB0583  VERT ORDER      -  SECOND    CLASS 0
 LB0583
 LB0583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0583  Standards:
 LB0583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0583  -------------------------------------------------------------------
 LB0583  NETWORK    1.01   1.53           0.43   0.39   0.78     -0.08368087
 LB0583  -------------------------------------------------------------------
 LB0583  Click here for local accuracies and other accuracy information.
 LB0583
 LB0583.The horizontal coordinates were established by GPS observations
 LB0583.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0583
 LB0583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0583.been affixed to the stable North American tectonic plate. See 
 LB0583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0583
 LB0583.The horizontal coordinates are valid at the epoch date displayed above
 LB0583.which is a decimal equivalence of Year/Month/Day.
 LB0583
 LB0583.The orthometric height was determined by differential leveling and
 LB0583.adjusted by the NATIONAL GEODETIC SURVEY
 LB0583.in June 1991.
 LB0583
 LB0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0583.GEOID18 height accuracy estimate available here.
 LB0583
 LB0583.Click photographs - Photos may exist for this station.
 LB0583
 LB0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0583
 LB0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0583
 LB0583.The ellipsoidal height was determined by GPS observations
 LB0583.and is referenced to NAD 83.
 LB0583
 LB0583.The dynamic height is computed by dividing the NAVD 88
 LB0583.geopotential number by the normal gravity value computed on the
 LB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0583.degrees latitude (g = 980.6199 gals.).
 LB0583
 LB0583.The modeled gravity was interpolated from observed gravity values.
 LB0583
 LB0583. The following values were computed from the NAD 83(2011) position.
 LB0583
 LB0583;                    North         East     Units Scale Factor Converg.
 LB0583;SPC IN W     -   541,842.215   960,336.377   MT  1.00001146   +0 27 22.5
 LB0583;SPC IN W     - 1,777,694.00  3,150,703.60   sFT  1.00001146   +0 27 22.5
 LB0583;UTM  16      - 4,442,023.333   553,214.042   MT  0.99963486   +0 24 09.1
 LB0583
 LB0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0583!SPC IN W     -   0.99996081  x   1.00001146  =   0.99997227
 LB0583!UTM  16      -   0.99996081  x   0.99963486  =   0.99959568
 LB0583
 LB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5321442023(NAD 83)
 LB0583
 LB0583                          SUPERSEDED SURVEY CONTROL
 LB0583
 LB0583  NAVD 88 (06/14/23)  283.8    (m)  GEOID18  model used  GPS OBS        
 LB0583  NGVD 29 (??/??/92)  283.914  (m)          931.47   (f) ADJ UNCH    2 0
 LB0583
 LB0583.Superseded values are not recommended for survey control.
 LB0583
 LB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0583.See file dsdata.pdf to determine how the superseded data were derived.
 LB0583
 LB0583_MARKER: DB = BENCH MARK DISK
 LB0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0583_SP_SET: BRIDGE WINGWALL
 LB0583_STAMPING: A 114 1946
 LB0583_MARK LOGO: CGS
 LB0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0583+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2023
 LB0583
 LB0583  HISTORY     - Date     Condition        Report By
 LB0583  HISTORY     - 1946     MONUMENTED       CGS
 LB0583  HISTORY     - 20230427 GOOD             INDOT
 LB0583
 LB0583                          STATION DESCRIPTION
 LB0583
 LB0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0583'AT ELIZAVILLE.
 LB0583'AT ELIZAVILLE, 109 FEET EAST OF THE CENTER OF THE CROSS ROADS,
 LB0583'SET IN THE TOP OF THE NORTHWEST WINGWALL OF A 12-FOOT CONCRETE
 LB0583'BRIDGE, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 LB0583'ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0583'A 114 1946.
 LB0583
 LB0583                          STATION RECOVERY (2023)
 LB0583
 LB0583'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0583'MARK WAS RECOVERED IN GOOD CONDITION PER THE NATIONAL GEODETIC SURVEY
 LB0583'DATA SHEET.  MARK IS STABLE, HOWEVER, CONCRETE ON STRUCTURE IS
 LB0583'DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0033 ***********************************************************************
 LB0033  DESIGNATION -  A 115
 LB0033  PID         -  LB0033
 LB0033  STATE/COUNTY-  IN/HOWARD
 LB0033  COUNTRY     -  US
 LB0033  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0033
 LB0033                         *CURRENT SURVEY CONTROL
 LB0033  ______________________________________________________________________
 LB0033* NAD 83(1986) POSITION- 40 31 58.     (N) 086 16 15.     (W)   SCALED
 LB0033* NAVD 88 ORTHO HEIGHT -   244.981 (meters)      803.74  (feet) ADJUSTED
 LB0033  ______________________________________________________________________
 LB0033  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 LB0033  DYNAMIC HEIGHT  -        244.857 (meters)      803.34  (feet) COMP
 LB0033  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 LB0033
 LB0033  VERT ORDER      -  SECOND    CLASS 0
 LB0033
 LB0033.The horizontal coordinates were scaled from a map and have
 LB0033.an estimated accuracy of +/- 6 seconds.
 LB0033
 LB0033.The orthometric height was determined by differential leveling and
 LB0033.adjusted by the NATIONAL GEODETIC SURVEY
 LB0033.in June 1991.
 LB0033
 LB0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0033.GEOID18 height accuracy estimate available here.
 LB0033
 LB0033.Click photographs - Photos may exist for this station.
 LB0033
 LB0033.The dynamic height is computed by dividing the NAVD 88
 LB0033.geopotential number by the normal gravity value computed on the
 LB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0033.degrees latitude (g = 980.6199 gals.).
 LB0033
 LB0033.The modeled gravity was interpolated from observed gravity values.
 LB0033
 LB0033;                    North         East    Units  Estimated Accuracy
 LB0033;SPC IN E     -   586,850.       48,810.      MT  (+/- 180 meters Scaled)
 LB0033
 LB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617871(NAD 83)
 LB0033
 LB0033                          SUPERSEDED SURVEY CONTROL
 LB0033
 LB0033  NGVD 29 (??/??/92)  245.092  (m)          804.11   (f) ADJ UNCH    2 0
 LB0033
 LB0033.Superseded values are not recommended for survey control.
 LB0033
 LB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0033.See file dsdata.pdf to determine how the superseded data were derived.
 LB0033
 LB0033_MARKER: DB = BENCH MARK DISK
 LB0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0033_STAMPING: A 115 1946
 LB0033_MARK LOGO: CGS
 LB0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0033+STABILITY: SURFACE MOTION
 LB0033
 LB0033  HISTORY     - Date     Condition        Report By
 LB0033  HISTORY     - 1946     MONUMENTED       CGS
 LB0033
 LB0033                          STATION DESCRIPTION
 LB0033
 LB0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0033'2 MI N FROM JUDSON.
 LB0033'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0033'AT JUDSON, AT A T JUNCTION WITH AN EAST-WEST ROAD, IN THE
 LB0033'SOUTHWEST QUARTER OF THE JUNCTION, 17 FEET WEST OF THE CENTER
 LB0033'LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER LINE
 LB0033'OF THE EAST-WEST ROAD, 7.5 FEET SOUTH OF A FENCE CORNER, 1.5
 LB0033'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST OF THE
 LB0033'RIGHT-OF-WAY FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.  A
 LB0033'STANDARD DISK, STAMPED A 115 1946 AND SET IN THE TOP OF A
 LB0033'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0316 ***********************************************************************
 LB0316  DESIGNATION -  A 116
 LB0316  PID         -  LB0316
 LB0316  STATE/COUNTY-  IN/CLINTON
 LB0316  COUNTRY     -  US
 LB0316  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0316
 LB0316                         *CURRENT SURVEY CONTROL
 LB0316  ______________________________________________________________________
 LB0316* NAD 83(1986) POSITION- 40 21 33.     (N) 086 23 34.     (W)   SCALED
 LB0316* NAVD 88 ORTHO HEIGHT -   260.594 (meters)      854.97  (feet) ADJUSTED
 LB0316  ______________________________________________________________________
 LB0316  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 LB0316  DYNAMIC HEIGHT  -        260.457 (meters)      854.52  (feet) COMP
 LB0316  MODELED GRAVITY -    980,091.4   (mgal)                       NAVD 88
 LB0316
 LB0316  VERT ORDER      -  SECOND    CLASS 0
 LB0316
 LB0316.The horizontal coordinates were scaled from a map and have
 LB0316.an estimated accuracy of +/- 6 seconds.
 LB0316
 LB0316.The orthometric height was determined by differential leveling and
 LB0316.adjusted by the NATIONAL GEODETIC SURVEY
 LB0316.in June 1991.
 LB0316
 LB0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0316.GEOID18 height accuracy estimate available here.
 LB0316
 LB0316.Click photographs - Photos may exist for this station.
 LB0316
 LB0316.The dynamic height is computed by dividing the NAVD 88
 LB0316.geopotential number by the normal gravity value computed on the
 LB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0316.degrees latitude (g = 980.6199 gals.).
 LB0316
 LB0316.The modeled gravity was interpolated from observed gravity values.
 LB0316
 LB0316;                    North         East    Units  Estimated Accuracy
 LB0316;SPC IN W     -   567,630.      958,660.      MT  (+/- 180 meters Scaled)
 LB0316
 LB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515677(NAD 83)
 LB0316
 LB0316                          SUPERSEDED SURVEY CONTROL
 LB0316
 LB0316  NGVD 29 (??/??/92)  260.701  (m)          855.32   (f) ADJ UNCH    2 0
 LB0316
 LB0316.Superseded values are not recommended for survey control.
 LB0316
 LB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0316.See file dsdata.pdf to determine how the superseded data were derived.
 LB0316
 LB0316_MARKER: DB = BENCH MARK DISK
 LB0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0316_STAMPING: A 116 1946
 LB0316_MARK LOGO: CGS
 LB0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0316+STABILITY: SURFACE MOTION
 LB0316
 LB0316  HISTORY     - Date     Condition        Report By
 LB0316  HISTORY     - 1946     MONUMENTED       CGS
 LB0316
 LB0316                          STATION DESCRIPTION
 LB0316
 LB0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0316'2 MI N FROM MICHIGANTOWN.
 LB0316'ABOUT 1.95 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE NEW
 LB0316'YORK, CHICAGO AND ST. LOUIS RAILROAD STATION AT MICHIGANTOWN,
 LB0316'IN THE NORTHEAST QUARTER OF A CROSS ROAD, 49 FEET EAST OF THE
 LB0316'CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE
 LB0316'OF THE CROSS ROAD, 2 FEET NORTHWEST OF A CORNER FENCE POST, 1 1/2
 LB0316'FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET SOUTH
 LB0316'OF A TELEPHONE POLE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB0316'DISK, STAMPED A 116 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0316'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0388 ***********************************************************************
 LB0388  DESIGNATION -  A 117
 LB0388  PID         -  LB0388
 LB0388  STATE/COUNTY-  IN/HOWARD
 LB0388  COUNTRY     -  US
 LB0388  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0388
 LB0388                         *CURRENT SURVEY CONTROL
 LB0388  ______________________________________________________________________
 LB0388* NAD 83(1986) POSITION- 40 29 20.     (N) 086 21 26.     (W)   SCALED
 LB0388* NAVD 88 ORTHO HEIGHT -   227.317 (meters)      745.79  (feet) ADJUSTED
 LB0388  ______________________________________________________________________
 LB0388  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 LB0388  DYNAMIC HEIGHT  -        227.200 (meters)      745.41  (feet) COMP
 LB0388  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LB0388
 LB0388  VERT ORDER      -  SECOND    CLASS 0
 LB0388
 LB0388.The horizontal coordinates were scaled from a map and have
 LB0388.an estimated accuracy of +/- 6 seconds.
 LB0388
 LB0388.The orthometric height was determined by differential leveling and
 LB0388.adjusted by the NATIONAL GEODETIC SURVEY
 LB0388.in June 1991.
 LB0388
 LB0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0388.GEOID18 height accuracy estimate available here.
 LB0388
 LB0388.Click photographs - Photos may exist for this station.
 LB0388
 LB0388.The dynamic height is computed by dividing the NAVD 88
 LB0388.geopotential number by the normal gravity value computed on the
 LB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0388.degrees latitude (g = 980.6199 gals.).
 LB0388
 LB0388.The modeled gravity was interpolated from observed gravity values.
 LB0388
 LB0388;                    North         East    Units  Estimated Accuracy
 LB0388;SPC IN E     -   582,030.       41,460.      MT  (+/- 180 meters Scaled)
 LB0388
 LB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK544822(NAD 83)
 LB0388
 LB0388                          SUPERSEDED SURVEY CONTROL
 LB0388
 LB0388  NGVD 29 (??/??/92)  227.428  (m)          746.15   (f) ADJ UNCH    2 0
 LB0388
 LB0388.Superseded values are not recommended for survey control.
 LB0388
 LB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0388.See file dsdata.pdf to determine how the superseded data were derived.
 LB0388
 LB0388_MARKER: DB = BENCH MARK DISK
 LB0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0388_SP_SET: BRIDGE WINGWALL
 LB0388_STAMPING: A 117 1946
 LB0388_MARK LOGO: CGS
 LB0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0388
 LB0388  HISTORY     - Date     Condition        Report By
 LB0388  HISTORY     - 1946     MONUMENTED       CGS
 LB0388
 LB0388                          STATION DESCRIPTION
 LB0388
 LB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0388'2.2 MI E FROM BURLINGTON.
 LB0388'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 LB0388'WITH STATE HIGHWAY 29 AT BURLINGTON, ABOUT 0.65 MILE EAST OF
 LB0388'WILDCAT CREEK, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 LB0388'40-FOOT CONCRETE BRIDGE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LB0388'HIGHWAY AND ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK,
 LB0388'STAMPED A 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0016 ***********************************************************************
 LB0016  DESIGNATION -  A 118 RESET
 LB0016  PID         -  LB0016
 LB0016  STATE/COUNTY-  IN/CARROLL
 LB0016  COUNTRY     -  US
 LB0016  USGS QUAD   -  CLYMERS (2019)
 LB0016
 LB0016                         *CURRENT SURVEY CONTROL
 LB0016  ______________________________________________________________________
 LB0016* NAD 83(1986) POSITION- 40 40 40.     (N) 086 23 29.     (W)   SCALED
 LB0016* NAVD 88 ORTHO HEIGHT -   215.61  (meters)      707.4   (feet) RESET
 LB0016  ______________________________________________________________________
 LB0016  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LB0016  VERT ORDER      -  THIRD
 LB0016
 LB0016.The horizontal coordinates were scaled from a map and have
 LB0016.an estimated accuracy of +/- 6 seconds.
 LB0016
 LB0016.The orthometric height was computed from unverified reset data.
 LB0016
 LB0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0016.GEOID18 height accuracy estimate available here.
 LB0016
 LB0016.Click photographs - Photos may exist for this station.
 LB0016
 LB0016;                    North         East    Units  Estimated Accuracy
 LB0016;SPC IN W     -   603,010.      958,500.      MT  (+/- 180 meters Scaled)
 LB0016
 LB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514031(NAD 83)
 LB0016
 LB0016                          SUPERSEDED SURVEY CONTROL
 LB0016
 LB0016.No superseded survey control is available for this station.
 LB0016
 LB0016_MARKER: DB = BENCH MARK DISK
 LB0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0016_SP_SET: BRIDGE CURB
 LB0016_STAMPING: A 118 RESET 1961
 LB0016_MARK LOGO: CGS
 LB0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0016
 LB0016  HISTORY     - Date     Condition        Report By
 LB0016  HISTORY     - 1961     MONUMENTED       INHD
 LB0016  HISTORY     - 20100630 MARK NOT FOUND   INDOT
 LB0016
 LB0016                          STATION DESCRIPTION
 LB0016
 LB0016'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1961
 LB0016'4.5 MI N FROM DEER CREEK.
 LB0016'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0016'WITH STATE HIGHWAY 218 AT DEER CREEK, AT A CROSSROAD, ON A
 LB0016'CONCRETE BRIDGE OVER LITTLE ROCK CREEK, AT APPROXIMATELY 4.4
 LB0016'MILES NORTH OF DEER CREEK, INDIANA, AND SET ON THE TOP OF EAST
 LB0016'CURB AT APPROXIMATELY 3 FEET NORTH OF THE SOUTH END OF SAID CURB,
 LB0016'ABOUT 8 INCHES ABOVE THE PAVEMENT.  THIS BRIDGE HAS BEEN WIDENED
 LB0016'NECESSITATING THE RESETTING OF THE BENCH MARK.
 LB0016
 LB0016                          STATION RECOVERY (2010)
 LB0016
 LB0016'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 LB0016'BRIDGE HAS BEEN REPLACED BY A NEW STRUCTURE AND A NEW INDOT BENCH MARK
 LB0016'TABLET HAS BEEN PUT INTO STRUCTURE STAMPED  L 753
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0685 ***********************************************************************
 LB0685  DESIGNATION -  A 119
 LB0685  PID         -  LB0685
 LB0685  STATE/COUNTY-  IN/CLINTON
 LB0685  COUNTRY     -  US
 LB0685  USGS QUAD   -  ROSSVILLE (2019)
 LB0685
 LB0685                         *CURRENT SURVEY CONTROL
 LB0685  ______________________________________________________________________
 LB0685* NAD 83(1986) POSITION- 40 24 08.60   (N) 086 35 27.54   (W)   HD_HELD1
 LB0685* NAVD 88 ORTHO HEIGHT -   227.089 (meters)      745.04  (feet) ADJUSTED
 LB0685  ______________________________________________________________________
 LB0685  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 LB0685  DYNAMIC HEIGHT  -        226.973 (meters)      744.66  (feet) COMP
 LB0685  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 LB0685
 LB0685  VERT ORDER      -  SECOND    CLASS 0
 LB0685
 LB0685.The horizontal coordinates were determined by differentially corrected
 LB0685.hand held GPS observations or other comparable positioning techniques
 LB0685.and have an estimated accuracy of +/- 3 meters.
 LB0685
 LB0685.The orthometric height was determined by differential leveling and
 LB0685.adjusted by the NATIONAL GEODETIC SURVEY
 LB0685.in June 1991.
 LB0685
 LB0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0685.GEOID18 height accuracy estimate available here.
 LB0685
 LB0685.Click photographs - Photos may exist for this station.
 LB0685
 LB0685.The dynamic height is computed by dividing the NAVD 88
 LB0685.geopotential number by the normal gravity value computed on the
 LB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0685.degrees latitude (g = 980.6199 gals.).
 LB0685
 LB0685.The modeled gravity was interpolated from observed gravity values.
 LB0685
 LB0685;                    North         East    Units  Estimated Accuracy
 LB0685;SPC IN W     -   572,313.2     941,794.5     MT  (+/- 3 meters HH1 GPS) 
 LB0685
 LB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3470772500(NAD 83)
 LB0685
 LB0685                          SUPERSEDED SURVEY CONTROL
 LB0685
 LB0685  NGVD 29 (??/??/92)  227.195  (m)          745.39   (f) ADJ UNCH    2 0
 LB0685
 LB0685.Superseded values are not recommended for survey control.
 LB0685
 LB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0685.See file dsdata.pdf to determine how the superseded data were derived.
 LB0685
 LB0685_MARKER: DB = BENCH MARK DISK
 LB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0685_STAMPING: A 119 1946
 LB0685_MARK LOGO: CGS
 LB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0685+STABILITY: SURFACE MOTION
 LB0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0685+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB0685
 LB0685  HISTORY     - Date     Condition        Report By
 LB0685  HISTORY     - 1946     MONUMENTED       CGS
 LB0685  HISTORY     - 20110706 GOOD             INDIV
 LB0685
 LB0685                          STATION DESCRIPTION
 LB0685
 LB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0685'1 MI SE FROM ROSSVILLE.
 LB0685'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0685'OFFICE AT ROSSVILLE, IN THE SOUTHEAST QUARTER OF AN EAST-WEST ROAD
 LB0685'INTERSECTION, 28.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25
 LB0685'FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 6 FEET SOUTH OF A
 LB0685'FENCE CORNER, 6 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET WEST
 LB0685'OF A FENCE LINE AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB0685'DISK, STAMPED A 119 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0685'PROJECTING 5 INCHES ABOVE GROUND.
 LB0685
 LB0685                          STATION RECOVERY (2011)
 LB0685
 LB0685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0685'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0923 ***********************************************************************
 JA0923  DESIGNATION -  A 12
 JA0923  PID         -  JA0923
 JA0923  STATE/COUNTY-  IN/PIKE
 JA0923  COUNTRY     -  US
 JA0923  USGS QUAD   -  MONROE CITY (2019)
 JA0923
 JA0923                         *CURRENT SURVEY CONTROL
 JA0923  ______________________________________________________________________
 JA0923* NAD 83(1986) POSITION- 38 30 23.     (N) 087 16 42.     (W)   SCALED
 JA0923* NAVD 88 ORTHO HEIGHT -   137.074 (meters)      449.72  (feet) ADJUSTED
 JA0923  ______________________________________________________________________
 JA0923  GEOID HEIGHT    -        -32.029 (meters)                     GEOID18
 JA0923  DYNAMIC HEIGHT  -        136.984 (meters)      449.42  (feet) COMP
 JA0923  MODELED GRAVITY -    979,975.3   (mgal)                       NAVD 88
 JA0923
 JA0923  VERT ORDER      -  FIRST     CLASS II
 JA0923
 JA0923.The horizontal coordinates were scaled from a map and have
 JA0923.an estimated accuracy of +/- 6 seconds.
 JA0923
 JA0923.The orthometric height was determined by differential leveling and
 JA0923.adjusted by the NATIONAL GEODETIC SURVEY
 JA0923.in June 1991.
 JA0923
 JA0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0923.GEOID18 height accuracy estimate available here.
 JA0923
 JA0923.Click photographs - Photos may exist for this station.
 JA0923
 JA0923.The dynamic height is computed by dividing the NAVD 88
 JA0923.geopotential number by the normal gravity value computed on the
 JA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0923.degrees latitude (g = 980.6199 gals.).
 JA0923
 JA0923.The modeled gravity was interpolated from observed gravity values.
 JA0923
 JA0923;                    North         East    Units  Estimated Accuracy
 JA0923;SPC IN W     -   361,720.      882,990.      MT  (+/- 180 meters Scaled)
 JA0923
 JA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH757620(NAD 83)
 JA0923
 JA0923                          SUPERSEDED SURVEY CONTROL
 JA0923
 JA0923  NGVD 29 (??/??/92)  137.212  (m)          450.17   (f) ADJ UNCH    1 2
 JA0923
 JA0923.Superseded values are not recommended for survey control.
 JA0923
 JA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0923.See file dsdata.pdf to determine how the superseded data were derived.
 JA0923
 JA0923_MARKER: DB = BENCH MARK DISK
 JA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0923_STAMPING: A 12 1930
 JA0923_MARK LOGO: CGS
 JA0923_PROJECTION: FLUSH
 JA0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0923+STABILITY: SURFACE MOTION
 JA0923
 JA0923  HISTORY     - Date     Condition        Report By
 JA0923  HISTORY     - 1930     MONUMENTED       CGS
 JA0923  HISTORY     - 1965     GOOD             CGS
 JA0923  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0923
 JA0923                          STATION DESCRIPTION
 JA0923
 JA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0923'1.3 MI NE FROM PETERSBURG.
 JA0923'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0923'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0923'STREET, THENCE 9.5 MILE NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0923'RAILROAD, 50 FEET SOUTH OF THE CENTER OF A CROSSING OF THE
 JA0923'RAILROAD AND A GRAVELED ROAD, 22 FEET SOUTHWEST OF THE CENTER
 JA0923'LINE OF THE GRAVELED ROAD, 10 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 JA0923'RAIL, 65 FEET NORTHEAST OF A TELEPHONE POLE, 9 FEET NORTH OF A
 JA0923'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 JA0923'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0923
 JA0923                          STATION RECOVERY (1985)
 JA0923
 JA0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0782 ***********************************************************************
 LB0782  DESIGNATION -  A 120
 LB0782  PID         -  LB0782
 LB0782  STATE/COUNTY-  IN/TIPPECANOE
 LB0782  COUNTRY     -  US
 LB0782  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0782
 LB0782                         *CURRENT SURVEY CONTROL
 LB0782  ______________________________________________________________________
 LB0782* NAD 83(1986) POSITION- 40 23 59.     (N) 086 45 09.     (W)   SCALED
 LB0782* NAVD 88 ORTHO HEIGHT -   205.008 (meters)      672.60  (feet) ADJUSTED
 LB0782  ______________________________________________________________________
 LB0782  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 LB0782  DYNAMIC HEIGHT  -        204.904 (meters)      672.26  (feet) COMP
 LB0782  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 LB0782
 LB0782  VERT ORDER      -  SECOND    CLASS 0
 LB0782
 LB0782.The horizontal coordinates were scaled from a map and have
 LB0782.an estimated accuracy of +/- 6 seconds.
 LB0782
 LB0782.The orthometric height was determined by differential leveling and
 LB0782.adjusted by the NATIONAL GEODETIC SURVEY
 LB0782.in June 1991.
 LB0782
 LB0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0782.GEOID18 height accuracy estimate available here.
 LB0782
 LB0782.Click photographs - Photos may exist for this station.
 LB0782
 LB0782.The dynamic height is computed by dividing the NAVD 88
 LB0782.geopotential number by the normal gravity value computed on the
 LB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0782.degrees latitude (g = 980.6199 gals.).
 LB0782
 LB0782.The modeled gravity was interpolated from observed gravity values.
 LB0782
 LB0782;                    North         East    Units  Estimated Accuracy
 LB0782;SPC IN W     -   571,950.      928,090.      MT  (+/- 180 meters Scaled)
 LB0782
 LB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK210721(NAD 83)
 LB0782
 LB0782                          SUPERSEDED SURVEY CONTROL
 LB0782
 LB0782  NGVD 29 (??/??/92)  205.114  (m)          672.94   (f) ADJ UNCH    2 0
 LB0782
 LB0782.Superseded values are not recommended for survey control.
 LB0782
 LB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0782.See file dsdata.pdf to determine how the superseded data were derived.
 LB0782
 LB0782_MARKER: DB = BENCH MARK DISK
 LB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0782_STAMPING: A 120 1946
 LB0782_MARK LOGO: CGS
 LB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0782+STABILITY: SURFACE MOTION
 LB0782
 LB0782  HISTORY     - Date     Condition        Report By
 LB0782  HISTORY     - 1946     MONUMENTED       CGS
 LB0782  HISTORY     - 1965     GOOD             CGS
 LB0782  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0782  HISTORY     - 20100602 MARK NOT FOUND   INDIV
 LB0782
 LB0782                          STATION DESCRIPTION
 LB0782
 LB0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0782'2.6 MI NE FROM DAYTON.
 LB0782'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 LB0782'AT DAYTON THENCE 1.75 MILE NORTH ALONG THE BUCK CREEK-DAYTON
 LB0782'ROAD, 17.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 79 FEET
 LB0782'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE AT THE
 LB0782'E.C. FULTZ FARM, 21 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY
 LB0782'TO THE HOUSE, 4 FEET SOUTHWEST OF A FENCE CORNER AND ABOUT 1 FOOT
 LB0782'ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED A 120 1946 AND
 LB0782'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0782'GROUND.
 LB0782
 LB0782                          STATION RECOVERY (1965)
 LB0782
 LB0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0782'RECOVERED IN GOOD CONDITION.
 LB0782
 LB0782                          STATION RECOVERY (2002)
 LB0782
 LB0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0782'MARK NOT FOUND, DUE TO THE ROAD NOT BEING THERE ANYMORE.
 LB0782
 LB0782                          STATION RECOVERY (2010)
 LB0782
 LB0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SAP)
 LB0782'MONUMENT DESTROYED. CONCRETE FOUNDATION STILL EXISTS, FOUND 17.5 FEET
 LB0782'FROM CENTER LINE OF COUNTY ROAD. LOCATION IS ABOUT 1.6 MILES SOUTH
 LB0782'ALONG COUNTY ROAD 775E FROM THE INTERSECTION OF STATE ROAD 26 AND
 LB0782'COUNTY ROAD 775E. THE FARM HOUSE AT THE E.C. FULTZ FARM IS DESTROYED
 LB0782'BUT REMANTS OF FOUNDATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0593 ***********************************************************************
 KA0593  DESIGNATION -  A 121
 KA0593  PID         -  KA0593
 KA0593  STATE/COUNTY-  IN/PUTNAM
 KA0593  COUNTRY     -  US
 KA0593  USGS QUAD   -  GREENCASTLE (2019)
 KA0593
 KA0593                         *CURRENT SURVEY CONTROL
 KA0593  ______________________________________________________________________
 KA0593* NAD 83(1986) POSITION- 39 38 39.9    (N) 086 51 55.0    (W)   HD_HELD2
 KA0593* NAVD 88 ORTHO HEIGHT -   258.238 (meters)      847.24  (feet) ADJUSTED
 KA0593  ______________________________________________________________________
 KA0593  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 KA0593  DYNAMIC HEIGHT  -        258.092 (meters)      846.76  (feet) COMP
 KA0593  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA0593
 KA0593  VERT ORDER      -  FIRST     CLASS II
 KA0593
 KA0593.The horizontal coordinates were established by autonomous hand held GPS
 KA0593.observations and have an estimated accuracy of +/- 10 meters.
 KA0593
 KA0593.The orthometric height was determined by differential leveling and
 KA0593.adjusted by the NATIONAL GEODETIC SURVEY
 KA0593.in June 1991.
 KA0593
 KA0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0593.GEOID18 height accuracy estimate available here.
 KA0593
 KA0593.Click photographs - Photos may exist for this station.
 KA0593
 KA0593.The dynamic height is computed by dividing the NAVD 88
 KA0593.geopotential number by the normal gravity value computed on the
 KA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0593.degrees latitude (g = 980.6199 gals.).
 KA0593
 KA0593.The modeled gravity was interpolated from observed gravity values.
 KA0593
 KA0593;                    North         East    Units  Estimated Accuracy
 KA0593;SPC IN W     -   488,061.      918,716.      MT  (+/- 10 meters HH2 GPS)
 KA0593
 KA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1155988300(NAD 83)
 KA0593
 KA0593                          SUPERSEDED SURVEY CONTROL
 KA0593
 KA0593  NGVD 29 (??/??/92)  258.348  (m)          847.60   (f) ADJ UNCH    1 2
 KA0593
 KA0593.Superseded values are not recommended for survey control.
 KA0593
 KA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0593.See file dsdata.pdf to determine how the superseded data were derived.
 KA0593
 KA0593_MARKER: DB = BENCH MARK DISK
 KA0593_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0593_SP_SET: BUILDING FOUNDATION
 KA0593_STAMPING: A 121 1946
 KA0593_MARK LOGO: CGS
 KA0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0593+STABILITY: POSITION/ELEVATION WELL
 KA0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0593+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 KA0593
 KA0593  HISTORY     - Date     Condition        Report By
 KA0593  HISTORY     - 1946     MONUMENTED       CGS
 KA0593  HISTORY     - 1985     GOOD             NGS
 KA0593  HISTORY     - 20051230 GOOD             GEOCAC
 KA0593  HISTORY     - 20081202 GOOD             INDNR
 KA0593  HISTORY     - 20180725 GOOD             PICI
 KA0593
 KA0593                          STATION DESCRIPTION
 KA0593
 KA0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0593'AT GREENCASTLE.
 KA0593'AT GREENCASTLE, SET VERTICALLY ON THE NORTH SIDE OF THE WEST
 KA0593'ENTRANCE TO PUTNAM COUNTY COURTHOUSE, 16.0 FEET NORTH OF THE
 KA0593'CENTER OF THE CENTER PILLAR OF THE ENTRANCE, 2.8 FEET ABOVE THE
 KA0593'SIDEWALK AND IN THE THIRD COURSE OF MASONRY ABOVE THE FOUNDATION.
 KA0593'A STANDARD DISK, STAMPED A 121 1946.
 KA0593
 KA0593                          STATION RECOVERY (1985)
 KA0593
 KA0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0593'RECOVERED IN GOOD CONDITION.
 KA0593
 KA0593                          STATION RECOVERY (2005)
 KA0593
 KA0593'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA0593'RECOVERED IN GOOD CONDITION.
 KA0593
 KA0593                          STATION RECOVERY (2008)
 KA0593
 KA0593'RECOVERY NOTE BY IN DEPT OF NAT RES 2008
 KA0593'RECOVERED IN GOOD CONDITION.
 KA0593
 KA0593                          STATION RECOVERY (2018)
 KA0593
 KA0593'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2018 (ER)
 KA0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0112 ***********************************************************************
 KA0112  DESIGNATION -  A 122
 KA0112  PID         -  KA0112
 KA0112  STATE/COUNTY-  IN/HENDRICKS
 KA0112  COUNTRY     -  US
 KA0112  USGS QUAD   -  FAYETTE (2019)
 KA0112
 KA0112                         *CURRENT SURVEY CONTROL
 KA0112  ______________________________________________________________________
 KA0112* NAD 83(1986) POSITION- 39 52 30.     (N) 086 29 46.     (W)   SCALED
 KA0112* NAVD 88 ORTHO HEIGHT -   289.154 (meters)      948.67  (feet) ADJUSTED
 KA0112  ______________________________________________________________________
 KA0112  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KA0112  DYNAMIC HEIGHT  -        288.996 (meters)      948.15  (feet) COMP
 KA0112  MODELED GRAVITY -    980,069.9   (mgal)                       NAVD 88
 KA0112
 KA0112  VERT ORDER      -  SECOND    CLASS 0
 KA0112
 KA0112.The horizontal coordinates were scaled from a map and have
 KA0112.an estimated accuracy of +/- 6 seconds.
 KA0112
 KA0112.The orthometric height was determined by differential leveling and
 KA0112.adjusted by the NATIONAL GEODETIC SURVEY
 KA0112.in June 1991.
 KA0112
 KA0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0112.GEOID18 height accuracy estimate available here.
 KA0112
 KA0112.Click photographs - Photos may exist for this station.
 KA0112
 KA0112.The dynamic height is computed by dividing the NAVD 88
 KA0112.geopotential number by the normal gravity value computed on the
 KA0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0112.degrees latitude (g = 980.6199 gals.).
 KA0112
 KA0112.The modeled gravity was interpolated from observed gravity values.
 KA0112
 KA0112;                    North         East    Units  Estimated Accuracy
 KA0112;SPC IN W     -   513,800.      950,240.      MT  (+/- 180 meters Scaled)
 KA0112
 KA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK430140(NAD 83)
 KA0112
 KA0112                          SUPERSEDED SURVEY CONTROL
 KA0112
 KA0112  NGVD 29 (??/??/92)  289.256  (m)          949.00   (f) ADJ UNCH    2 0
 KA0112
 KA0112.Superseded values are not recommended for survey control.
 KA0112
 KA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0112.See file dsdata.pdf to determine how the superseded data were derived.
 KA0112
 KA0112_MARKER: DB = BENCH MARK DISK
 KA0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0112_STAMPING: A 122 1946
 KA0112_MARK LOGO: CGS
 KA0112_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0112+STABILITY: SURFACE MOTION
 KA0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0112+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2022
 KA0112
 KA0112  HISTORY     - Date     Condition        Report By
 KA0112  HISTORY     - 1946     MONUMENTED       CGS
 KA0112  HISTORY     - 20220104 GOOD             LOCSUR
 KA0112
 KA0112                          STATION DESCRIPTION
 KA0112
 KA0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0112'2.7 MI SE FROM LIZTON.
 KA0112'ABOUT 2.7 MILES SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY
 KA0112'FROM THE STATION AT LIZTON, AT A NORTH-SOUTH GRAVEL ROAD
 KA0112'CROSSING, 49.5 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING,
 KA0112'46.5 FEET NORTHWEST OF POLE NO. 19/28, 28.5 FEET EAST OF THE
 KA0112'CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST
 KA0112'RAIL OF THE TRACK, 24.5 FEET SOUTHEAST OF A CROSSING WARNING
 KA0112'SIGN, 4 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 1.5
 KA0112'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 KA0112'LOWER THAN THE CENTER OF THE CROSSING.  A STANDARD DISK, STAMPED
 KA0112'A 122 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0112'6 INCHES ABOVE GROUND.
 KA0112
 KA0112                          STATION RECOVERY (2022)
 KA0112
 KA0112'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2022 (MN)
 KA0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1393 ***********************************************************************
 LB1393  DESIGNATION -  A 123
 LB1393  PID         -  LB1393
 LB1393  STATE/COUNTY-  IN/BENTON
 LB1393  COUNTRY     -  US
 LB1393  USGS QUAD   -  TEMPLETON (2019)
 LB1393
 LB1393                         *CURRENT SURVEY CONTROL
 LB1393  ______________________________________________________________________
 LB1393* NAD 83(1986) POSITION- 40 36 21.     (N) 087 11 53.     (W)   SCALED
 LB1393* NAVD 88 ORTHO HEIGHT -   227.681 (meters)      746.98  (feet) ADJUSTED
 LB1393  ______________________________________________________________________
 LB1393  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 LB1393  DYNAMIC HEIGHT  -        227.570 (meters)      746.62  (feet) COMP
 LB1393  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 LB1393
 LB1393  VERT ORDER      -  SECOND    CLASS 0
 LB1393
 LB1393.The horizontal coordinates were scaled from a map and have
 LB1393.an estimated accuracy of +/- 6 seconds.
 LB1393
 LB1393.The orthometric height was determined by differential leveling and
 LB1393.adjusted by the NATIONAL GEODETIC SURVEY
 LB1393.in June 1991.
 LB1393
 LB1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1393.GEOID18 height accuracy estimate available here.
 LB1393
 LB1393.Click photographs - Photos may exist for this station.
 LB1393
 LB1393.The dynamic height is computed by dividing the NAVD 88
 LB1393.geopotential number by the normal gravity value computed on the
 LB1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1393.degrees latitude (g = 980.6199 gals.).
 LB1393
 LB1393.The modeled gravity was interpolated from observed gravity values.
 LB1393
 LB1393;                    North         East    Units  Estimated Accuracy
 LB1393;SPC IN W     -   594,790.      890,290.      MT  (+/- 180 meters Scaled)
 LB1393
 LB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832950(NAD 83)
 LB1393
 LB1393                          SUPERSEDED SURVEY CONTROL
 LB1393
 LB1393  NGVD 29 (??/??/92)  227.749  (m)          747.21   (f) ADJ UNCH    2 0
 LB1393
 LB1393.Superseded values are not recommended for survey control.
 LB1393
 LB1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1393.See file dsdata.pdf to determine how the superseded data were derived.
 LB1393
 LB1393_MARKER: DB = BENCH MARK DISK
 LB1393_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB1393_SP_SET: BRIDGE WINGWALL
 LB1393_STAMPING: A 123 1946
 LB1393_MARK LOGO: CGS
 LB1393_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1393
 LB1393  HISTORY     - Date     Condition        Report By
 LB1393  HISTORY     - 1946     MONUMENTED       CGS
 LB1393  HISTORY     - 19880430 GOOD             INHD
 LB1393  HISTORY     - 19881017 MARK NOT FOUND   USPSQD
 LB1393
 LB1393                          STATION DESCRIPTION
 LB1393
 LB1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1393'6.8 MI SE FROM FOWLER.
 LB1393'ABOUT 6.8 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1393'THE COUNTY COURT HOUSE AT FOWLER, ABOUT 40 YARDS WEST OF A
 LB1393'TWO-STORY HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE TOP
 LB1393'OF THE SOUTHEAST WINGWALL OF A 32-FOOT CONCRETE BRIDGE OVER A
 LB1393'SMALL STREAM AND SLANTING DIAGONALLY FROM NORTHEAST TO SOUTHWEST
 LB1393'UNDER THE HIGHWAY, 35.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 LB1393'FENCE LINE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.3
 LB1393'FOOT SOUTH OF THE SOUTH RAILING OF THE BRIDGE, AND ABOUT 1 FOOT
 LB1393'HIGHER THAN THE LEVEL OF THE BRIDGE FLOOR.  A STANDARD DISK,
 LB1393'STAMPED A 123 1946.
 LB1393
 LB1393                          STATION RECOVERY (1988)
 LB1393
 LB1393'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1988
 LB1393'RECOVERED IN GOOD CONDITION.
 LB1393
 LB1393                          STATION RECOVERY (1988)
 LB1393
 LB1393'RECOVERY NOTE BY US POWER SQUADRON 1988 (SH)
 LB1393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2725 ***********************************************************************
 LB2725  DESIGNATION -  A 123 RESET
 LB2725  PID         -  LB2725
 LB2725  STATE/COUNTY-  IN/BENTON
 LB2725  COUNTRY     -  US
 LB2725  USGS QUAD   -  TEMPLETON (2019)
 LB2725
 LB2725                         *CURRENT SURVEY CONTROL
 LB2725  ______________________________________________________________________
 LB2725* NAD 83(1986) POSITION- 40 36 21.     (N) 087 11 53.     (W)   SCALED
 LB2725* NAVD 88 ORTHO HEIGHT -   223.60  (meters)      733.6   (feet) RESET
 LB2725  ______________________________________________________________________
 LB2725  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 LB2725  VERT ORDER      -  THIRD
 LB2725
 LB2725.The horizontal coordinates were scaled from a map and have
 LB2725.an estimated accuracy of +/- 6 seconds.
 LB2725
 LB2725.The orthometric height was computed from unverified reset data.
 LB2725
 LB2725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2725.GEOID18 height accuracy estimate available here.
 LB2725
 LB2725.Click photographs - Photos may exist for this station.
 LB2725
 LB2725;                    North         East    Units  Estimated Accuracy
 LB2725;SPC IN W     -   594,790.      890,290.      MT  (+/- 180 meters Scaled)
 LB2725
 LB2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832950(NAD 83)
 LB2725
 LB2725                          SUPERSEDED SURVEY CONTROL
 LB2725
 LB2725  NGVD 29 (08/22/16)  223.67   (m)          733.8    (f) RESET       3  
 LB2725
 LB2725.Superseded values are not recommended for survey control.
 LB2725
 LB2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2725.See file dsdata.pdf to determine how the superseded data were derived.
 LB2725
 LB2725_MARKER: DV = VERTICAL CONTROL DISK
 LB2725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB2725_SP_SET: PIPE ANCHOR BASE
 LB2725_STAMPING: A 123 RESET 1988
 LB2725_MARK LOGO: NGS
 LB2725_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2725
 LB2725  HISTORY     - Date     Condition        Report By
 LB2725  HISTORY     - 1988     MONUMENTED       INHD
 LB2725
 LB2725                          STATION DESCRIPTION
 LB2725
 LB2725'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1988
 LB2725'6.8 MILES (10.9 KM) SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM THE
 LB2725'COUNTY COURTHOUSE IN FOWLER, ABOUT 300 FEET (91.4 M) WEST OF A SINGLE
 LB2725'STORY RANCH STYLE HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, IN THE TOP
 LB2725'OF THE SOUTH PIPE ANCHOR OF A TWIN MULTIPLATE PIPE STRUCTURE
 LB2725'SERVICING GREEWOOD DITCH AND SLANTING DIAGONALLY FROM NORTHEAST TO
 LB2725'SOUTHWEST UNDER THE HIGHWAY, 59 FEET (18.0 M) SOUTH OF THE CENTERLINE
 LB2725'OF THE HIGHWAY, 2.2 FEET (0.7 M) NORTHWEST OF THE WEST EDGE OF THE
 LB2725'SOUTHWEST END OF THE 188 FOOT (57.3 M) LONG EAST MULTIPLATE PIPE AND
 LB2725'2.4 FEET (0.7 M) EAST OF THE EAST EDGE OF THE SOUTHWEST END OF THE
 LB2725'188 FOOT (57.3 M) LONG WEST MULTIPLATE PIPE, AND ABOUT 2 FEET
 LB2725'(0.6 M) ABOVE THE PIPE BOTTOM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1329 ***********************************************************************
 LB1329  DESIGNATION -  A 124
 LB1329  PID         -  LB1329
 LB1329  STATE/COUNTY-  IN/BENTON
 LB1329  COUNTRY     -  US
 LB1329  USGS QUAD   -  WADENA (2019)
 LB1329
 LB1329                         *CURRENT SURVEY CONTROL
 LB1329  ______________________________________________________________________
 LB1329* NAD 83(1986) POSITION- 40 40 43.     (N) 087 16 01.     (W)   SCALED
 LB1329* NAVD 88 ORTHO HEIGHT -   232.401 (meters)      762.47  (feet) ADJUSTED
 LB1329  ______________________________________________________________________
 LB1329  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 LB1329  DYNAMIC HEIGHT  -        232.290 (meters)      762.10  (feet) COMP
 LB1329  MODELED GRAVITY -    980,144.4   (mgal)                       NAVD 88
 LB1329
 LB1329  VERT ORDER      -  SECOND    CLASS 0
 LB1329
 LB1329.The horizontal coordinates were scaled from a map and have
 LB1329.an estimated accuracy of +/- 6 seconds.
 LB1329
 LB1329.The orthometric height was determined by differential leveling and
 LB1329.adjusted by the NATIONAL GEODETIC SURVEY
 LB1329.in June 1991.
 LB1329
 LB1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1329.GEOID18 height accuracy estimate available here.
 LB1329
 LB1329.Click photographs - Photos may exist for this station.
 LB1329
 LB1329.The dynamic height is computed by dividing the NAVD 88
 LB1329.geopotential number by the normal gravity value computed on the
 LB1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1329.degrees latitude (g = 980.6199 gals.).
 LB1329
 LB1329.The modeled gravity was interpolated from observed gravity values.
 LB1329
 LB1329;                    North         East    Units  Estimated Accuracy
 LB1329;SPC IN W     -   602,890.      884,480.      MT  (+/- 180 meters Scaled)
 LB1329
 LB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774031(NAD 83)
 LB1329
 LB1329                          SUPERSEDED SURVEY CONTROL
 LB1329
 LB1329  NGVD 29 (??/??/92)  232.461  (m)          762.67   (f) ADJ UNCH    2 0
 LB1329
 LB1329.Superseded values are not recommended for survey control.
 LB1329
 LB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1329.See file dsdata.pdf to determine how the superseded data were derived.
 LB1329
 LB1329_MARKER: DB = BENCH MARK DISK
 LB1329_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1329_SP_SET: BOX CULVERT RETAINING WALL
 LB1329_STAMPING: A 124 1946
 LB1329_MARK LOGO: CGS
 LB1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1329+STABILITY: SURFACE MOTION
 LB1329
 LB1329  HISTORY     - Date     Condition        Report By
 LB1329  HISTORY     - 1946     MONUMENTED       CGS
 LB1329
 LB1329                          STATION DESCRIPTION
 LB1329
 LB1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1329'7.3 MI SE FROM GOODLAND.
 LB1329'ABOUT 1.0 MILE SOUTH OF UNION TOWNSHIP SCHOOL AND WADENA CROSS
 LB1329'ROADS, REACHED FROM GOODLAND BY GOING 0.8 MILE EAST ALONG THE
 LB1329'PENNSYLVANIA RAILROAD FROM THE STATION, THENCE 1.9 MILE SOUTH,
 LB1329'0.5 MILE EAST, AND 4.1 MILES SOUTH ALONG A GRAVEL ROAD TO AN
 LB1329'EAST-WEST CROSS ROADS AND THE SITE OF THE MARK.  MARK IS IN THE
 LB1329'SOUTHWEST QUARTER OF THE CROSS ROADS, SET IN THE TOP OF THE NORTH
 LB1329'END OF A CONCRETE RETAINING WALL AT THE SOUTH END OF THE WEST
 LB1329'HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT, 13 FEET SOUTH OF THE
 LB1329'CENTER OF CULVERT, 13.5 FEET WEST OF THE CENTER LINE OF THE
 LB1329'NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE
 LB1329'EAST-WEST ROAD, 7.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 LB1329'LINE, AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.  THIS MARK MAY BE
 LB1329'REACHED FROM THE COUNTY COURT HOUSE AT FOWLER BY GOING SOUTHEAST
 LB1329'AND EAST ALONG STATE HIGHWAY 18 FOR 3.15 MILE, THENCE NORTH ALONG
 LB1329'A GRAVEL ROAD FOR 5 MILES TO THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1460 ***********************************************************************
 LB1460  DESIGNATION -  A 125
 LB1460  PID         -  LB1460
 LB1460  STATE/COUNTY-  IN/WHITE
 LB1460  COUNTRY     -  US
 LB1460  USGS QUAD   -  WOLCOTT (2019)
 LB1460
 LB1460                         *CURRENT SURVEY CONTROL
 LB1460  ______________________________________________________________________
 LB1460* NAD 83(1986) POSITION- 40 45 01.86   (N) 087 00 19.83   (W)   HD_HELD1
 LB1460* NAVD 88 ORTHO HEIGHT -   213.506 (meters)      700.48  (feet) ADJUSTED
 LB1460  ______________________________________________________________________
 LB1460  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB1460  DYNAMIC HEIGHT  -        213.407 (meters)      700.15  (feet) COMP
 LB1460  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 LB1460
 LB1460  VERT ORDER      -  SECOND    CLASS 0
 LB1460
 LB1460.The horizontal coordinates were determined by differentially corrected
 LB1460.hand held GPS observations or other comparable positioning techniques
 LB1460.and have an estimated accuracy of +/- 3 meters.
 LB1460
 LB1460.The orthometric height was determined by differential leveling and
 LB1460.adjusted by the NATIONAL GEODETIC SURVEY
 LB1460.in June 1991.
 LB1460
 LB1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1460.GEOID18 height accuracy estimate available here.
 LB1460
 LB1460.Click photographs - Photos may exist for this station.
 LB1460
 LB1460.The dynamic height is computed by dividing the NAVD 88
 LB1460.geopotential number by the normal gravity value computed on the
 LB1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1460.degrees latitude (g = 980.6199 gals.).
 LB1460
 LB1460.The modeled gravity was interpolated from observed gravity values.
 LB1460
 LB1460;                    North         East    Units  Estimated Accuracy
 LB1460;SPC IN W     -   610,856.5     906,572.2     MT  (+/- 3 meters HH1 GPS) 
 LB1460
 LB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9953411062(NAD 83)
 LB1460
 LB1460                          SUPERSEDED SURVEY CONTROL
 LB1460
 LB1460  NGVD 29 (??/??/92)  213.592  (m)          700.76   (f) ADJ UNCH    2 0
 LB1460
 LB1460.Superseded values are not recommended for survey control.
 LB1460
 LB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1460.See file dsdata.pdf to determine how the superseded data were derived.
 LB1460
 LB1460_MARKER: DB = BENCH MARK DISK
 LB1460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1460_SP_SET: CULVERT HEADWALL
 LB1460_STAMPING: A 125 1946
 LB1460_MARK LOGO: CGS
 LB1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1460+STABILITY: SURFACE MOTION
 LB1460
 LB1460  HISTORY     - Date     Condition        Report By
 LB1460  HISTORY     - 1946     MONUMENTED       CGS
 LB1460
 LB1460                          STATION DESCRIPTION
 LB1460
 LB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1460'2.4 MI SE FROM WOLCOTT.
 LB1460'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1460'STATION AT WOLCOTT, THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD,
 LB1460'AT THE INTERSECTION WITH U.S. HIGHWAY 24, IN THE NORTHWEST QUARTER
 LB1460'OF THE INTERSECTION, SET IN THE EAST END OF THE NORTH CONCRETE
 LB1460'HEADWALL OF AN 18-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY,
 LB1460'19.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST
 LB1460'OF THE CENTER LINE OF THE GRAVEL ROAD, 1.6 FOOT WEST OF THE
 LB1460'EAST END OF THE HEADWALL AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1460'INTERSECTION.  A STANDARD DISK, STAMPED A 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1737 ***********************************************************************
 LB1737  DESIGNATION -  A 126
 LB1737  PID         -  LB1737
 LB1737  STATE/COUNTY-  IN/WARREN
 LB1737  COUNTRY     -  US
 LB1737  USGS QUAD   -  PINE VILLAGE (2019)
 LB1737
 LB1737                         *CURRENT SURVEY CONTROL
 LB1737  ______________________________________________________________________
 LB1737* NAD 83(1986) POSITION- 40 24 52.     (N) 087 20 38.     (W)   SCALED
 LB1737* NAVD 88 ORTHO HEIGHT -   195.243 (meters)      640.56  (feet) ADJUSTED
 LB1737  ______________________________________________________________________
 LB1737  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB1737  DYNAMIC HEIGHT  -        195.145 (meters)      640.24  (feet) COMP
 LB1737  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 LB1737
 LB1737  VERT ORDER      -  SECOND    CLASS 0
 LB1737
 LB1737.The horizontal coordinates were scaled from a map and have
 LB1737.an estimated accuracy of +/- 6 seconds.
 LB1737
 LB1737.The orthometric height was determined by differential leveling and
 LB1737.adjusted by the NATIONAL GEODETIC SURVEY
 LB1737.in June 1991.
 LB1737
 LB1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1737.GEOID18 height accuracy estimate available here.
 LB1737
 LB1737.Click photographs - Photos may exist for this station.
 LB1737
 LB1737.The dynamic height is computed by dividing the NAVD 88
 LB1737.geopotential number by the normal gravity value computed on the
 LB1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1737.degrees latitude (g = 980.6199 gals.).
 LB1737
 LB1737.The modeled gravity was interpolated from observed gravity values.
 LB1737
 LB1737;                    North         East    Units  Estimated Accuracy
 LB1737;SPC IN W     -   573,570.      877,890.      MT  (+/- 180 meters Scaled)
 LB1737
 LB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708738(NAD 83)
 LB1737
 LB1737                          SUPERSEDED SURVEY CONTROL
 LB1737
 LB1737  NGVD 29 (??/??/92)  195.298  (m)          640.74   (f) ADJ UNCH    2 0
 LB1737
 LB1737.Superseded values are not recommended for survey control.
 LB1737
 LB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1737.See file dsdata.pdf to determine how the superseded data were derived.
 LB1737
 LB1737_MARKER: DB = BENCH MARK DISK
 LB1737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1737_SP_SET: BRIDGE
 LB1737_STAMPING: A 126 1946
 LB1737_MARK LOGO: CGS
 LB1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1737
 LB1737  HISTORY     - Date     Condition        Report By
 LB1737  HISTORY     - 1946     MONUMENTED       CGS
 LB1737
 LB1737                          STATION DESCRIPTION
 LB1737
 LB1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1737'1.9 MI W FROM RAINSVILLE.
 LB1737'ABOUT 1.9 MILES WEST ALONG A BLACK TOP ROAD LEADING TO U.S.
 LB1737'HIGHWAY 41 FROM THE PINE TOWNSHIP SCHOOL AT RAINSVILLE, ABOUT
 LB1737'0.8 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 41, SET IN THE
 LB1737'SOUTHEAST RETAINING WALL OF A STEEL BRIDGE OVER MUD CREEK, 14
 LB1737'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 LB1737'SOUTHEAST END OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH
 LB1737'THE ROAD.  A STANDARD DISK, STAMPED A 126 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1738 ***********************************************************************
 LB1738  DESIGNATION -  A 126 RESET
 LB1738  PID         -  LB1738
 LB1738  STATE/COUNTY-  IN/WARREN
 LB1738  COUNTRY     -  US
 LB1738  USGS QUAD   -  PINE VILLAGE (2019)
 LB1738
 LB1738                         *CURRENT SURVEY CONTROL
 LB1738  ______________________________________________________________________
 LB1738* NAD 83(1986) POSITION- 40 24 52.     (N) 087 20 38.     (W)   SCALED
 LB1738* NAVD 88 ORTHO HEIGHT -   196.28  (meters)      644.0   (feet) RESET
 LB1738  ______________________________________________________________________
 LB1738  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB1738  VERT ORDER      -  THIRD
 LB1738
 LB1738.The horizontal coordinates were scaled from a map and have
 LB1738.an estimated accuracy of +/- 6 seconds.
 LB1738
 LB1738.The orthometric height was computed from unverified reset data.
 LB1738
 LB1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1738.GEOID18 height accuracy estimate available here.
 LB1738
 LB1738.Click photographs - Photos may exist for this station.
 LB1738
 LB1738;                    North         East    Units  Estimated Accuracy
 LB1738;SPC IN W     -   573,570.      877,890.      MT  (+/- 180 meters Scaled)
 LB1738
 LB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708738(NAD 83)
 LB1738
 LB1738                          SUPERSEDED SURVEY CONTROL
 LB1738
 LB1738  NGVD 29 (??/??/??)  196.33   (m)          644.1    (f) RESET       3  
 LB1738
 LB1738.Superseded values are not recommended for survey control.
 LB1738
 LB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1738.See file dsdata.pdf to determine how the superseded data were derived.
 LB1738
 LB1738_MARKER: DB = BENCH MARK DISK
 LB1738_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1738_SP_SET: WALK
 LB1738_STAMPING: A 126 RESET 1965
 LB1738_MARK LOGO: CGS
 LB1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1738
 LB1738  HISTORY     - Date     Condition        Report By
 LB1738  HISTORY     - 1965     MONUMENTED       INHD
 LB1738
 LB1738                          STATION DESCRIPTION
 LB1738
 LB1738'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LB1738'1.9 MI W FROM RAINSVILLE.
 LB1738'ABOUT 1.9 MILES WEST ALONG A GRAVEL ROAD LEADING TO U.S. HIGHWAY
 LB1738'41 FROM THE PINE TOWNSHIP SCHOOL AT RAINSVILLE, ABOUT 0.8
 LB1738'MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 41, SET IN THE SOUTH
 LB1738'CURB WALK OF A CONCRETE BRIDGE OVER MUD PINE CREEK, 15.5 FEET
 LB1738'BACK FROM THE EAST END OF THE CURB WALK, 13 FEET SOUTH OF THE
 LB1738'CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0142 ***********************************************************************
 LB0142  DESIGNATION -  A 127
 LB0142  PID         -  LB0142
 LB0142  STATE/COUNTY-  IN/CASS
 LB0142  COUNTRY     -  US
 LB0142  USGS QUAD   -  LUCERNE (2019)
 LB0142
 LB0142                         *CURRENT SURVEY CONTROL
 LB0142  ______________________________________________________________________
 LB0142* NAD 83(1986) POSITION- 40 51 58.     (N) 086 28 00.     (W)   SCALED
 LB0142* NAVD 88 ORTHO HEIGHT -   232.403 (meters)      762.48  (feet) ADJUSTED
 LB0142  ______________________________________________________________________
 LB0142  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 LB0142  DYNAMIC HEIGHT  -        232.298 (meters)      762.13  (feet) COMP
 LB0142  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 LB0142
 LB0142  VERT ORDER      -  SECOND    CLASS 0
 LB0142
 LB0142.The horizontal coordinates were scaled from a map and have
 LB0142.an estimated accuracy of +/- 6 seconds.
 LB0142
 LB0142.The orthometric height was determined by differential leveling and
 LB0142.adjusted by the NATIONAL GEODETIC SURVEY
 LB0142.in June 1991.
 LB0142
 LB0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0142.GEOID18 height accuracy estimate available here.
 LB0142
 LB0142.Click photographs - Photos may exist for this station.
 LB0142
 LB0142.The dynamic height is computed by dividing the NAVD 88
 LB0142.geopotential number by the normal gravity value computed on the
 LB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0142.degrees latitude (g = 980.6199 gals.).
 LB0142
 LB0142.The modeled gravity was interpolated from observed gravity values.
 LB0142
 LB0142;                    North         East    Units  Estimated Accuracy
 LB0142;SPC IN E     -   624,000.       32,560.      MT  (+/- 180 meters Scaled)
 LB0142
 LB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL449240(NAD 83)
 LB0142
 LB0142                          SUPERSEDED SURVEY CONTROL
 LB0142
 LB0142  NGVD 29 (??/??/92)  232.513  (m)          762.84   (f) ADJ UNCH    2 0
 LB0142
 LB0142.Superseded values are not recommended for survey control.
 LB0142
 LB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0142.See file dsdata.pdf to determine how the superseded data were derived.
 LB0142
 LB0142_MARKER: DB = BENCH MARK DISK
 LB0142_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0142_SP_SET: BOX CULVERT HEADWALL
 LB0142_STAMPING: A 127 1946
 LB0142_MARK LOGO: CGS
 LB0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0142+STABILITY: SURFACE MOTION
 LB0142
 LB0142  HISTORY     - Date     Condition        Report By
 LB0142  HISTORY     - 1946     MONUMENTED       CGS
 LB0142  HISTORY     - 1977     GOOD             LOCSUR
 LB0142
 LB0142                          STATION DESCRIPTION
 LB0142
 LB0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0142'1.8 MI E FROM ROYAL CENTER.
 LB0142'ABOUT 1.75 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB0142'BUILDING AT ROYAL CENTER, ABOUT 75 FEET EAST OF THE EAST END
 LB0142'OF A SHARP S TURN, SET IN THE TOP OF THE EAST END OF THE SOUTH
 LB0142'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 12 FEET SOUTH OF THE
 LB0142'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF THE EAST END OF
 LB0142'THE HEADWALL, 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LB0142
 LB0142                          STATION RECOVERY (1977)
 LB0142
 LB0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LB0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1042 ***********************************************************************
 LB1042  DESIGNATION -  A 129
 LB1042  PID         -  LB1042
 LB1042  STATE/COUNTY-  IN/CASS
 LB1042  COUNTRY     -  US
 LB1042  USGS QUAD   -  STAR CITY (2019)
 LB1042
 LB1042                         *CURRENT SURVEY CONTROL
 LB1042  ______________________________________________________________________
 LB1042* NAD 83(1986) POSITION- 40 53 39.     (N) 086 31 04.     (W)   SCALED
 LB1042* NAVD 88 ORTHO HEIGHT -   220.701 (meters)      724.08  (feet) ADJUSTED
 LB1042  ______________________________________________________________________
 LB1042  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LB1042  DYNAMIC HEIGHT  -        220.602 (meters)      723.76  (feet) COMP
 LB1042  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 LB1042
 LB1042  VERT ORDER      -  SECOND    CLASS 0
 LB1042
 LB1042.The horizontal coordinates were scaled from a map and have
 LB1042.an estimated accuracy of +/- 6 seconds.
 LB1042
 LB1042.The orthometric height was determined by differential leveling and
 LB1042.adjusted by the NATIONAL GEODETIC SURVEY
 LB1042.in June 1991.
 LB1042
 LB1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1042.GEOID18 height accuracy estimate available here.
 LB1042
 LB1042.Click photographs - Photos may exist for this station.
 LB1042
 LB1042.The dynamic height is computed by dividing the NAVD 88
 LB1042.geopotential number by the normal gravity value computed on the
 LB1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1042.degrees latitude (g = 980.6199 gals.).
 LB1042
 LB1042.The modeled gravity was interpolated from observed gravity values.
 LB1042
 LB1042;                    North         East    Units  Estimated Accuracy
 LB1042;SPC IN E     -   627,150.       28,280.      MT  (+/- 180 meters Scaled)
 LB1042
 LB1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL406271(NAD 83)
 LB1042
 LB1042                          SUPERSEDED SURVEY CONTROL
 LB1042
 LB1042  NGVD 29 (??/??/92)  220.812  (m)          724.45   (f) ADJ UNCH    2 0
 LB1042
 LB1042.Superseded values are not recommended for survey control.
 LB1042
 LB1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1042.See file dsdata.pdf to determine how the superseded data were derived.
 LB1042
 LB1042_MARKER: DB = BENCH MARK DISK
 LB1042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1042_SP_SET: BOX CULVERT HEADWALL
 LB1042_STAMPING: A 129 1946
 LB1042_MARK LOGO: CGS
 LB1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1042+STABILITY: SURFACE MOTION
 LB1042
 LB1042  HISTORY     - Date     Condition        Report By
 LB1042  HISTORY     - 1946     MONUMENTED       CGS
 LB1042
 LB1042                          STATION DESCRIPTION
 LB1042
 LB1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1042'2.2 MI NW FROM ROYAL CENTER.
 LB1042'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB1042'BUILDING AT ROYAL CENTER, ABOUT 0.15 MILE SOUTHEAST OF THE
 LB1042'INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE
 LB1042'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4-FOOT CONCRETE
 LB1042'BOX CULVERT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1042'1.4 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND
 LB1042'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS ABOUT 2.2
 LB1042'MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE CROSS ROADS AT
 LB1042'THORNHOPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0374 ***********************************************************************
 KA0374  DESIGNATION -  A 13
 KA0374  PID         -  KA0374
 KA0374  STATE/COUNTY-  IN/OWEN
 KA0374  COUNTRY     -  US
 KA0374  USGS QUAD   -  FREEDOM (2019)
 KA0374
 KA0374                         *CURRENT SURVEY CONTROL
 KA0374  ______________________________________________________________________
 KA0374* NAD 83(1986) POSITION- 39 13 33.     (N) 086 49 30.     (W)   SCALED
 KA0374* NAVD 88 ORTHO HEIGHT -   173.179 (meters)      568.17  (feet) ADJUSTED
 KA0374  ______________________________________________________________________
 KA0374  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KA0374  DYNAMIC HEIGHT  -        173.076 (meters)      567.83  (feet) COMP
 KA0374  MODELED GRAVITY -    980,030.1   (mgal)                       NAVD 88
 KA0374
 KA0374  VERT ORDER      -  FIRST     CLASS II
 KA0374
 KA0374.The horizontal coordinates were scaled from a map and have
 KA0374.an estimated accuracy of +/- 6 seconds.
 KA0374
 KA0374.The orthometric height was determined by differential leveling and
 KA0374.adjusted by the NATIONAL GEODETIC SURVEY
 KA0374.in June 1991.
 KA0374
 KA0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0374.GEOID18 height accuracy estimate available here.
 KA0374
 KA0374.Click photographs - Photos may exist for this station.
 KA0374
 KA0374.The dynamic height is computed by dividing the NAVD 88
 KA0374.geopotential number by the normal gravity value computed on the
 KA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0374.degrees latitude (g = 980.6199 gals.).
 KA0374
 KA0374.The modeled gravity was interpolated from observed gravity values.
 KA0374
 KA0374;                    North         East    Units  Estimated Accuracy
 KA0374;SPC IN W     -   441,600.      922,310.      MT  (+/- 180 meters Scaled)
 KA0374
 KA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ151418(NAD 83)
 KA0374
 KA0374                          SUPERSEDED SURVEY CONTROL
 KA0374
 KA0374  NGVD 29 (??/??/92)  173.306  (m)          568.59   (f) ADJ UNCH    1 2
 KA0374
 KA0374.Superseded values are not recommended for survey control.
 KA0374
 KA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0374.See file dsdata.pdf to determine how the superseded data were derived.
 KA0374
 KA0374_MARKER: DB = BENCH MARK DISK
 KA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0374_STAMPING: 568.588 A 13 1930
 KA0374_MARK LOGO: CGS
 KA0374_PROJECTION: PROJECTING
 KA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0374+STABILITY: SURFACE MOTION
 KA0374
 KA0374  HISTORY     - Date     Condition        Report By
 KA0374  HISTORY     - 1930     MONUMENTED       CGS
 KA0374  HISTORY     - 1944     GOOD             CGS
 KA0374
 KA0374                          STATION DESCRIPTION
 KA0374
 KA0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0374'3 MI NE FROM FREEDOM.
 KA0374'3.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM FREEDOM,
 KA0374'OWEN COUNTY, ABOUT 1/4 MILE EAST OF AN OVERHEAD BRIDGE, OPPOSITE
 KA0374'POLE 59/38, AT A PRIVATE-ROAD CROSSING (WHERE A RAIL FENCE FROM
 KA0374'THE NORTH INTERSECTS THE RIGHT-OF-WAY FENCE), 25 FEET WEST OF THE
 KA0374'CROSSING, AND 45.8 FEET NORTHWEST OF THE NORTHWEST RAIL.  A
 KA0374'STANDARD DISK, STAMPED 568.588 A 13 1930 AND SET IN THE TOP OF
 KA0374'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0708 ***********************************************************************
 ME0708  DESIGNATION -  A 130
 ME0708  PID         -  ME0708
 ME0708  STATE/COUNTY-  IN/PULASKI
 ME0708  COUNTRY     -  US
 ME0708  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0708
 ME0708                         *CURRENT SURVEY CONTROL
 ME0708  ______________________________________________________________________
 ME0708* NAD 83(1986) POSITION- 41 04 52.     (N) 086 52 23.     (W)   SCALED
 ME0708* NAVD 88 ORTHO HEIGHT -   206.348 (meters)      676.99  (feet) ADJUSTED
 ME0708  ______________________________________________________________________
 ME0708  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 ME0708  DYNAMIC HEIGHT  -        206.258 (meters)      676.70  (feet) COMP
 ME0708  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 ME0708
 ME0708  VERT ORDER      -  SECOND    CLASS 0
 ME0708
 ME0708.The horizontal coordinates were scaled from a map and have
 ME0708.an estimated accuracy of +/- 6 seconds.
 ME0708
 ME0708.The orthometric height was determined by differential leveling and
 ME0708.adjusted by the NATIONAL GEODETIC SURVEY
 ME0708.in June 1991.
 ME0708
 ME0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0708.GEOID18 height accuracy estimate available here.
 ME0708
 ME0708.Click photographs - Photos may exist for this station.
 ME0708
 ME0708.The dynamic height is computed by dividing the NAVD 88
 ME0708.geopotential number by the normal gravity value computed on the
 ME0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0708.degrees latitude (g = 980.6199 gals.).
 ME0708
 ME0708.The modeled gravity was interpolated from observed gravity values.
 ME0708
 ME0708;                    North         East    Units  Estimated Accuracy
 ME0708;SPC IN W     -   647,590.      917,670.      MT  (+/- 180 meters Scaled)
 ME0708
 ME0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106477(NAD 83)
 ME0708
 ME0708                          SUPERSEDED SURVEY CONTROL
 ME0708
 ME0708  NGVD 29 (??/??/92)  206.450  (m)          677.33   (f) ADJ UNCH    2 0
 ME0708
 ME0708.Superseded values are not recommended for survey control.
 ME0708
 ME0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0708.See file dsdata.pdf to determine how the superseded data were derived.
 ME0708
 ME0708_MARKER: DB = BENCH MARK DISK
 ME0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0708_STAMPING: A 130 1946
 ME0708_MARK LOGO: CGS
 ME0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0708+STABILITY: SURFACE MOTION
 ME0708
 ME0708  HISTORY     - Date     Condition        Report By
 ME0708  HISTORY     - 1946     MONUMENTED       CGS
 ME0708  HISTORY     - 1969     GOOD             CGS
 ME0708  HISTORY     - 20110505 GOOD             JCLS
 ME0708
 ME0708                          STATION DESCRIPTION
 ME0708
 ME0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0708'0.8 MI E FROM MEDARYVILLE.
 ME0708'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 ME0708'MEDARYVILLE, AT THE JUNCTION WITH A PAVED ROAD LEADING NORTH,
 ME0708'0.2 MILE EAST OF A STEEL BRIDGE OVER BIG MONON CREEK, 79 FEET
 ME0708'WEST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH TO A WHITE
 ME0708'FARM HOUSE, 85 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD
 ME0708'LEADING NORTH, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ME0708'66 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 13 FEET
 ME0708'NORTHWEST OF A 12-INCH MAPLE TREE, 13 FEET NORTHEAST OF A 24-INCH
 ME0708'MAPLE TREE, 3 FEET NORTHEAST OF A T FENCE CORNER, ABOUT LEVEL
 ME0708'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0708'ABOUT 4 INCHES.  NOTE-- IT IS 20 FT. NORTHWEST OF A 12 IN. BIRCH
 ME0708'TREE, 22 FT. E. OF THE CENTERLINE OF A DRIVEWAY, IN THE NW
 ME0708'CORNER OF A LAWN AND PROJECTS 2 INCHES.
 ME0708
 ME0708                          STATION RECOVERY (1969)
 ME0708
 ME0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0708'RECOVERED IN GOOD CONDITION.
 ME0708
 ME0708                          STATION RECOVERY (2011)
 ME0708
 ME0708'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 ME0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0465 ***********************************************************************
 ME0465  DESIGNATION -  A 131
 ME0465  PID         -  ME0465
 ME0465  STATE/COUNTY-  IN/FULTON
 ME0465  COUNTRY     -  US
 ME0465  USGS QUAD   -  KEWANNA (2019)
 ME0465
 ME0465                         *CURRENT SURVEY CONTROL
 ME0465  ______________________________________________________________________
 ME0465* NAD 83(1986) POSITION- 41 01 07.     (N) 086 25 22.     (W)   SCALED
 ME0465* NAVD 88 ORTHO HEIGHT -   239.538 (meters)      785.88  (feet) ADJUSTED
 ME0465  ______________________________________________________________________
 ME0465  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 ME0465  DYNAMIC HEIGHT  -        239.436 (meters)      785.55  (feet) COMP
 ME0465  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 ME0465
 ME0465  VERT ORDER      -  SECOND    CLASS 0
 ME0465
 ME0465.The horizontal coordinates were scaled from a map and have
 ME0465.an estimated accuracy of +/- 6 seconds.
 ME0465
 ME0465.The orthometric height was determined by differential leveling and
 ME0465.adjusted by the NATIONAL GEODETIC SURVEY
 ME0465.in June 1991.
 ME0465
 ME0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0465.GEOID18 height accuracy estimate available here.
 ME0465
 ME0465.Click photographs - Photos may exist for this station.
 ME0465
 ME0465.The dynamic height is computed by dividing the NAVD 88
 ME0465.geopotential number by the normal gravity value computed on the
 ME0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0465.degrees latitude (g = 980.6199 gals.).
 ME0465
 ME0465.The modeled gravity was interpolated from observed gravity values.
 ME0465
 ME0465;                    North         East    Units  Estimated Accuracy
 ME0465;SPC IN E     -   640,900.       36,400.      MT  (+/- 180 meters Scaled)
 ME0465
 ME0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL485409(NAD 83)
 ME0465
 ME0465                          SUPERSEDED SURVEY CONTROL
 ME0465
 ME0465  NGVD 29 (??/??/92)  239.661  (m)          786.29   (f) ADJ UNCH    2 0
 ME0465
 ME0465.Superseded values are not recommended for survey control.
 ME0465
 ME0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0465.See file dsdata.pdf to determine how the superseded data were derived.
 ME0465
 ME0465_MARKER: DB = BENCH MARK DISK
 ME0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0465_STAMPING: A 131 1946
 ME0465_MARK LOGO: CGS
 ME0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0465+STABILITY: SURFACE MOTION
 ME0465
 ME0465  HISTORY     - Date     Condition        Report By
 ME0465  HISTORY     - 1946     MONUMENTED       CGS
 ME0465
 ME0465                          STATION DESCRIPTION
 ME0465
 ME0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0465'0.7 MI W FROM KEWANNA.
 ME0465'ABOUT 0.7 MILE WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0465'RAILROAD STATION AT KEWANNA, 21 FEET NORTH OF THE CENTER LINE OF
 ME0465'THE ROAD, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BARN,
 ME0465'89 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING TO
 ME0465'A WHITE BRICK HOUSE, 40 FEET WEST OF THE CENTER LINE OF A
 ME0465'DRIVEWAY TO THE BARN, 18 FEET WEST OF A TWIN-TRUNKED TREE, 2
 ME0465'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT SOUTH OF
 ME0465'THE NORTH RIGHT-OF-WAY FENCE LINE AND SET IN THE TOP OF A
 ME0465'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0660 ***********************************************************************
 ME0660  DESIGNATION -  A 132
 ME0660  PID         -  ME0660
 ME0660  STATE/COUNTY-  IN/PULASKI
 ME0660  COUNTRY     -  US
 ME0660  USGS QUAD   -  RIPLEY (2019)
 ME0660
 ME0660                         *CURRENT SURVEY CONTROL
 ME0660  ______________________________________________________________________
 ME0660* NAD 83(1986) POSITION- 41 06 59.     (N) 086 43 04.     (W)   SCALED
 ME0660* NAVD 88 ORTHO HEIGHT -   212.635 (meters)      697.62  (feet) ADJUSTED
 ME0660  ______________________________________________________________________
 ME0660  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME0660  DYNAMIC HEIGHT  -        212.544 (meters)      697.32  (feet) COMP
 ME0660  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 ME0660
 ME0660  VERT ORDER      -  SECOND    CLASS 0
 ME0660
 ME0660.The horizontal coordinates were scaled from a map and have
 ME0660.an estimated accuracy of +/- 6 seconds.
 ME0660
 ME0660.The orthometric height was determined by differential leveling and
 ME0660.adjusted by the NATIONAL GEODETIC SURVEY
 ME0660.in June 1991.
 ME0660
 ME0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0660.GEOID18 height accuracy estimate available here.
 ME0660
 ME0660.Click photographs - Photos may exist for this station.
 ME0660
 ME0660.The dynamic height is computed by dividing the NAVD 88
 ME0660.geopotential number by the normal gravity value computed on the
 ME0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0660.degrees latitude (g = 980.6199 gals.).
 ME0660
 ME0660.The modeled gravity was interpolated from observed gravity values.
 ME0660
 ME0660;                    North         East    Units  Estimated Accuracy
 ME0660;SPC IN W     -   651,550.      930,700.      MT  (+/- 180 meters Scaled)
 ME0660
 ME0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236517(NAD 83)
 ME0660
 ME0660                          SUPERSEDED SURVEY CONTROL
 ME0660
 ME0660  NGVD 29 (??/??/92)  212.747  (m)          697.99   (f) ADJ UNCH    2 0
 ME0660
 ME0660.Superseded values are not recommended for survey control.
 ME0660
 ME0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0660.See file dsdata.pdf to determine how the superseded data were derived.
 ME0660
 ME0660_MARKER: DB = BENCH MARK DISK
 ME0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0660_SP_SET: BRIDGE
 ME0660_STAMPING: A 132 1946
 ME0660_MARK LOGO: CGS
 ME0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0660
 ME0660  HISTORY     - Date     Condition        Report By
 ME0660  HISTORY     - 1946     MONUMENTED       CGS
 ME0660  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0660
 ME0660                          STATION DESCRIPTION
 ME0660
 ME0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0660'2.8 MI S FROM DENHAM.
 ME0660'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0660'AT DENHAM, ABOUT 0.35 MILE SOUTH OF A RIGHT-ANGLE TURN HAVING
 ME0660'TANGENTS EXTENDING EAST AND SOUTH, 0.15 MILE NORTH OF THE
 ME0660'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, SET IN THE TOP OF THE
 ME0660'SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL OF AN 18-FOOT
 ME0660'BRIDGE, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FOOT
 ME0660'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL, AND ABOUT LEVEL
 ME0660'WITH THE BRIDGE FLOOR.
 ME0660
 ME0660                          STATION RECOVERY (2018)
 ME0660
 ME0660'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0660'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0399 ***********************************************************************
 ME0399  DESIGNATION -  A 134
 ME0399  PID         -  ME0399
 ME0399  STATE/COUNTY-  IN/MARSHALL
 ME0399  COUNTRY     -  US
 ME0399  USGS QUAD   -  CULVER (2019)
 ME0399
 ME0399                         *CURRENT SURVEY CONTROL
 ME0399  ______________________________________________________________________
 ME0399* NAD 83(1986) POSITION- 41 13 34.     (N) 086 25 54.     (W)   SCALED
 ME0399* NAVD 88 ORTHO HEIGHT -   231.319 (meters)      758.92  (feet) ADJUSTED
 ME0399  ______________________________________________________________________
 ME0399  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0399  DYNAMIC HEIGHT  -        231.223 (meters)      758.60  (feet) COMP
 ME0399  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME0399
 ME0399  VERT ORDER      -  SECOND    CLASS 0
 ME0399
 ME0399.The horizontal coordinates were scaled from a map and have
 ME0399.an estimated accuracy of +/- 6 seconds.
 ME0399
 ME0399.The orthometric height was determined by differential leveling and
 ME0399.adjusted by the NATIONAL GEODETIC SURVEY
 ME0399.in June 1991.
 ME0399
 ME0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0399.GEOID18 height accuracy estimate available here.
 ME0399
 ME0399.Click photographs - Photos may exist for this station.
 ME0399
 ME0399.The dynamic height is computed by dividing the NAVD 88
 ME0399.geopotential number by the normal gravity value computed on the
 ME0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0399.degrees latitude (g = 980.6199 gals.).
 ME0399
 ME0399.The modeled gravity was interpolated from observed gravity values.
 ME0399
 ME0399;                    North         East    Units  Estimated Accuracy
 ME0399;SPC IN E     -   663,950.       35,860.      MT  (+/- 180 meters Scaled)
 ME0399
 ME0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL476640(NAD 83)
 ME0399
 ME0399                          SUPERSEDED SURVEY CONTROL
 ME0399
 ME0399  NGVD 29 (??/??/92)  231.432  (m)          759.29   (f) ADJ UNCH    2 0
 ME0399
 ME0399.Superseded values are not recommended for survey control.
 ME0399
 ME0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0399.See file dsdata.pdf to determine how the superseded data were derived.
 ME0399
 ME0399_MARKER: DB = BENCH MARK DISK
 ME0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0399_SP_SET: CULVERT HEADWALL
 ME0399_STAMPING: A 134 1946
 ME0399_MARK LOGO: CGS
 ME0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0399+STABILITY: SURFACE MOTION
 ME0399
 ME0399  HISTORY     - Date     Condition        Report By
 ME0399  HISTORY     - 1946     MONUMENTED       CGS
 ME0399  HISTORY     - 1984     POOR             USPSQD
 ME0399  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0399  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0399  HISTORY     - 19900430 MARK NOT FOUND   USPSQD
 ME0399
 ME0399                          STATION DESCRIPTION
 ME0399
 ME0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0399'1.5 MI W FROM CULVER.
 ME0399'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0399'RAILROAD STATION AT CULVER, THENCE 0.9 MILE WEST ALONG STATE
 ME0399'HIGHWAY 10, ABOUT 0.1 MILE EAST OF A NORTH-SOUTH PAVED ROAD
 ME0399'INTERSECTION, SET IN THE TOP OF THE EAST END OF THE SOUTH
 ME0399'SOUTH HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 18 FEET SOUTH
 ME0399'OF THE CENTER LINE OF THE HIGHWAY, 1.2 FOOT WEST OF THE EAST
 ME0399'END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 ME0399
 ME0399                          STATION RECOVERY (1984)
 ME0399
 ME0399'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0399'HEADWALL BADLY ERODED AND CRUMBLING. ABOUT 0.1 MILE EAST OF JUNCTION
 ME0399'OF STATE HIGHWAYS 10 AND 17 LEADING SOUTH.
 ME0399
 ME0399                          STATION RECOVERY (1988)
 ME0399
 ME0399'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSH)
 ME0399'MARK NOT FOUND.
 ME0399
 ME0399                          STATION RECOVERY (1990)
 ME0399
 ME0399'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0399'MARK NOT FOUND.
 ME0399
 ME0399                          STATION RECOVERY (1990)
 ME0399
 ME0399'RECOVERY NOTE BY US POWER SQUADRON 1990
 ME0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1102 ***********************************************************************
 MD1102  DESIGNATION -  A 135
 MD1102  PID         -  MD1102
 MD1102  STATE/COUNTY-  IN/KOSCIUSKO
 MD1102  COUNTRY     -  US
 MD1102  USGS QUAD   -  PIERCETON (2019)
 MD1102
 MD1102                         *CURRENT SURVEY CONTROL
 MD1102  ______________________________________________________________________
 MD1102* NAD 83(1986) POSITION- 41 11 58.1    (N) 085 44 53.9    (W)   HD_HELD2
 MD1102* NAVD 88 ORTHO HEIGHT -   278.024 (meters)      912.15  (feet) ADJUSTED
 MD1102  ______________________________________________________________________
 MD1102  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 MD1102  DYNAMIC HEIGHT  -        277.906 (meters)      911.76  (feet) COMP
 MD1102  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 MD1102
 MD1102  VERT ORDER      -  FIRST     CLASS II
 MD1102
 MD1102.The horizontal coordinates were established by autonomous hand held GPS
 MD1102.observations and have an estimated accuracy of +/- 10 meters.
 MD1102
 MD1102.The orthometric height was determined by differential leveling and
 MD1102.adjusted by the NATIONAL GEODETIC SURVEY
 MD1102.in April 1995.
 MD1102
 MD1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1102.GEOID18 height accuracy estimate available here.
 MD1102
 MD1102.Click photographs - Photos may exist for this station.
 MD1102
 MD1102.The dynamic height is computed by dividing the NAVD 88
 MD1102.geopotential number by the normal gravity value computed on the
 MD1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1102.degrees latitude (g = 980.6199 gals.).
 MD1102
 MD1102.The modeled gravity was interpolated from observed gravity values.
 MD1102
 MD1102;                    North         East    Units  Estimated Accuracy
 MD1102;SPC IN E     -   660,713.       93,152.      MT  (+/- 10 meters HH2 GPS)
 MD1102
 MD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0495261655(NAD 83)
 MD1102
 MD1102                          SUPERSEDED SURVEY CONTROL
 MD1102
 MD1102  NAVD 88 (06/15/91)  278.031  (m)          912.17   (f) SUPERSEDED  1 2
 MD1102  NGVD 29 (01/19/93)  278.167  (m)          912.62   (f) ADJUSTED    1 2
 MD1102  NGVD 29 (??/??/92)  278.152  (m)          912.57   (f) SUPERSEDED  1 2
 MD1102
 MD1102.Superseded values are not recommended for survey control.
 MD1102
 MD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1102.See file dsdata.pdf to determine how the superseded data were derived.
 MD1102
 MD1102_MARKER: DB = BENCH MARK DISK
 MD1102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1102_SP_SET: HEADWALL
 MD1102_STAMPING: A 135 1946
 MD1102_MARK LOGO: CGS
 MD1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1102+STABILITY: SURFACE MOTION
 MD1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1102+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1102
 MD1102  HISTORY     - Date     Condition        Report By
 MD1102  HISTORY     - 1946     MONUMENTED       CGS
 MD1102  HISTORY     - 1990     GOOD             USPSQD
 MD1102  HISTORY     - 19921008 GOOD             NGS
 MD1102  HISTORY     - 19971125 GOOD             USPSQD
 MD1102
 MD1102                          STATION DESCRIPTION
 MD1102
 MD1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1102'3.2 MI SW FROM PIERCETON.
 MD1102'2.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MD1102'AT PIERCETON, THENCE ABOUT 0.05 MILE SOUTH, 0.5 MILE WEST AND 0.5
 MD1102'MILE SOUTH ALONG GRAVEL ROADS, AT THE INTERSECTION WITH AN
 MD1102'EAST-WEST PAVED ROAD, IN THE SOUTHWEST QUARTER OF THE
 MD1102'INTERSECTION, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 MD1102'HEADWALL OF 14-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE
 MD1102'EAST-WEST PAVED ROAD, 83 FEET WEST OF THE CENTER OF THE INTERSECTION,
 MD1102'14 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 MD1102'1 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT 0.5
 MD1102'FOOT BELOW THE PAVEMENT LEVEL.  NOTE-- THIS MARK MAY BE REACHED
 MD1102'FROM THE POST OFFICE AT PIERCETON BY GOING ABOUT 0.3 MILE WEST
 MD1102'ALONG A BITUMINOUS PAVED ROAD, THENCE 1.9 MILE WEST ALONG A
 MD1102'CONCRETE PAVED ROAD TO THE CROSS ROAD AND THE SITE OF THE BENCH
 MD1102'MARK.
 MD1102
 MD1102                          STATION RECOVERY (1990)
 MD1102
 MD1102'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1102'RECOVERED IN GOOD CONDITION.
 MD1102
 MD1102                          STATION RECOVERY (1992)
 MD1102
 MD1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1102'3.3 KM (2.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1102'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, THENCE 1.1 KM (0.70 MI)
 MD1102'SOUTHERLY ALONG VAN NESS ROAD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 MD1102'WOOSTER ROAD, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG COUNTY ROAD 500
 MD1102'E, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH
 MD1102'CONCRETE HEADWALL OF A PIPE CULVERT, 25.1 M (82.3 FT) WEST OF THE
 MD1102'ROAD CENTER, 4.1 M (13.5 FT) SOUTH OF THE CENTERLINE OF PIERCETON
 MD1102'ROAD, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD.
 MD1102
 MD1102                          STATION RECOVERY (1997)
 MD1102
 MD1102'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1161 ***********************************************************************
 LB1161  DESIGNATION -  A 136
 LB1161  PID         -  LB1161
 LB1161  STATE/COUNTY-  IN/TIPPECANOE
 LB1161  COUNTRY     -  US
 LB1161  USGS QUAD   -  BROOKSTON (2019)
 LB1161
 LB1161                         *CURRENT SURVEY CONTROL
 LB1161  ______________________________________________________________________
 LB1161* NAD 83(1986) POSITION- 40 31 56.     (N) 086 50 27.     (W)   SCALED
 LB1161* NAVD 88 ORTHO HEIGHT -   196.050 (meters)      643.21  (feet) ADJUSTED
 LB1161  ______________________________________________________________________
 LB1161  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 LB1161  DYNAMIC HEIGHT  -        195.955 (meters)      642.90  (feet) COMP
 LB1161  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 LB1161
 LB1161  VERT ORDER      -  SECOND    CLASS 0
 LB1161
 LB1161.The horizontal coordinates were scaled from a map and have
 LB1161.an estimated accuracy of +/- 6 seconds.
 LB1161
 LB1161.The orthometric height was determined by differential leveling and
 LB1161.adjusted by the NATIONAL GEODETIC SURVEY
 LB1161.in June 1991.
 LB1161
 LB1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1161.GEOID18 height accuracy estimate available here.
 LB1161
 LB1161.Click photographs - Photos may exist for this station.
 LB1161
 LB1161.The dynamic height is computed by dividing the NAVD 88
 LB1161.geopotential number by the normal gravity value computed on the
 LB1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1161.degrees latitude (g = 980.6199 gals.).
 LB1161
 LB1161.The modeled gravity was interpolated from observed gravity values.
 LB1161
 LB1161;                    North         East    Units  Estimated Accuracy
 LB1161;SPC IN W     -   586,640.      920,550.      MT  (+/- 180 meters Scaled)
 LB1161
 LB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK134868(NAD 83)
 LB1161
 LB1161                          SUPERSEDED SURVEY CONTROL
 LB1161
 LB1161  NGVD 29 (??/??/92)  196.147  (m)          643.53   (f) ADJ UNCH    2 0
 LB1161
 LB1161.Superseded values are not recommended for survey control.
 LB1161
 LB1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1161.See file dsdata.pdf to determine how the superseded data were derived.
 LB1161
 LB1161_MARKER: DB = BENCH MARK DISK
 LB1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1161_STAMPING: A 136 1946
 LB1161_MARK LOGO: CGS
 LB1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1161+STABILITY: SURFACE MOTION
 LB1161
 LB1161  HISTORY     - Date     Condition        Report By
 LB1161  HISTORY     - 1946     MONUMENTED       CGS
 LB1161  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB1161
 LB1161                          STATION DESCRIPTION
 LB1161
 LB1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1161'1.7 MI N FROM BATTLE GROUND.
 LB1161'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY 1.7 MILE
 LB1161'NORTH OF THE STATION AT BATTLE GROUND, 0.25 MILE SOUTH OF MILE
 LB1161'POST 111, IN FRONT OF A LARGE 2-STORY WHITE FARM HOUSE, ON THE
 LB1161'SOUTH SIDE OF A PRIVATE CROSSING, 95 FEET SOUTHEAST OF THE
 LB1161'SOUTHEAST CORNER OF THE HOUSE, 32 FEET WEST OF THE WEST RAIL OF THE
 LB1161'TRACK, 38 FEET SOUTHEAST OF A 20-INCH ELM TREE, 2 FEET NORTH OF
 LB1161'THE NORTH END OF A FENCE LINE AND ABOUT 1 FOOT BELOW THE LEVEL
 LB1161'OF THE TRACK.  A STANDARD DISK, STAMPED A 136 1946 AND SET IN THE
 LB1161'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1161
 LB1161                          STATION RECOVERY (2009)
 LB1161
 LB1161'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB1161'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1228 ***********************************************************************
 ME1228  DESIGNATION -  A 138
 ME1228  PID         -  ME1228
 ME1228  STATE/COUNTY-  IN/LAKE
 ME1228  COUNTRY     -  US
 ME1228  USGS QUAD   -  SAINT JOHN (2019)
 ME1228
 ME1228                         *CURRENT SURVEY CONTROL
 ME1228  ______________________________________________________________________
 ME1228* NAD 83(1986) POSITION- 41 22 42.     (N) 087 25 16.     (W)   SCALED
 ME1228* NAVD 88 ORTHO HEIGHT -   213.868 (meters)      701.67  (feet) ADJUSTED
 ME1228  ______________________________________________________________________
 ME1228  GEOID HEIGHT    -        -33.562 (meters)                     GEOID18
 ME1228  DYNAMIC HEIGHT  -        213.781 (meters)      701.38  (feet) COMP
 ME1228  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 ME1228
 ME1228  VERT ORDER      -  SECOND    CLASS 0
 ME1228
 ME1228.The horizontal coordinates were scaled from a map and have
 ME1228.an estimated accuracy of +/- 6 seconds.
 ME1228
 ME1228.The orthometric height was determined by differential leveling and
 ME1228.adjusted by the NATIONAL GEODETIC SURVEY
 ME1228.in June 1991.
 ME1228
 ME1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1228.GEOID18 height accuracy estimate available here.
 ME1228
 ME1228.Click photographs - Photos may exist for this station.
 ME1228
 ME1228.The dynamic height is computed by dividing the NAVD 88
 ME1228.geopotential number by the normal gravity value computed on the
 ME1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1228.degrees latitude (g = 980.6199 gals.).
 ME1228
 ME1228.The modeled gravity was interpolated from observed gravity values.
 ME1228
 ME1228;                    North         East    Units  Estimated Accuracy
 ME1228;SPC IN W     -   680,630.      871,750.      MT  (+/- 180 meters Scaled)
 ME1228
 ME1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL647808(NAD 83)
 ME1228
 ME1228                          SUPERSEDED SURVEY CONTROL
 ME1228
 ME1228  NGVD 29 (??/??/92)  213.954  (m)          701.95   (f) ADJ UNCH    2 0
 ME1228
 ME1228.Superseded values are not recommended for survey control.
 ME1228
 ME1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1228.See file dsdata.pdf to determine how the superseded data were derived.
 ME1228
 ME1228_MARKER: DB = BENCH MARK DISK
 ME1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1228_STAMPING: A 138 1946
 ME1228_MARK LOGO: CGS
 ME1228_PROJECTION: RECESSED 15 CENTIMETERS
 ME1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1228+STABILITY: SURFACE MOTION
 ME1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1228+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 ME1228
 ME1228  HISTORY     - Date     Condition        Report By
 ME1228  HISTORY     - 1946     MONUMENTED       CGS
 ME1228  HISTORY     - 1979     GOOD             LOCSUR
 ME1228  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1228  HISTORY     - 20050623 GOOD             INDIV
 ME1228  HISTORY     - 20070414 GOOD             GEOCAC
 ME1228  HISTORY     - 20070702 GOOD             GEOCAC
 ME1228  HISTORY     - 20230508 GOOD             PROFLN
 ME1228
 ME1228                          STATION DESCRIPTION
 ME1228
 ME1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1228'0.1 MI N FROM CEDAR LAKE.
 ME1228'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE COLEMAN HOTEL
 ME1228'AT CEDAR LAKE, SET AT THE SOUTHWEST CORNER OF A FENCE AROUND
 ME1228'THE NORTHERN INDIANA PUBLIC SERVICE ELECTRIC SUB-STATION, 40 FEET
 ME1228'EAST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHWEST OF THE
 ME1228'NORTHWEST CORNER OF A JOHNSON OIL SERVICE STATION, 13 FEET
 ME1228'SOUTHEAST OF POWER POLE NO. 370/483, 2.1 FOOT NORTH OF THE
 ME1228'SOUTHWEST CORNER POST OF THE FENCE, 1 FOOT WEST OF THE FENCE
 ME1228'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 ME1228'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME1228'6 INCHES.
 ME1228
 ME1228                          STATION RECOVERY (1979)
 ME1228
 ME1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1228'RECOVERED IN GOOD CONDITION.
 ME1228
 ME1228                          STATION RECOVERY (1990)
 ME1228
 ME1228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1228'MARK NOT FOUND.
 ME1228
 ME1228                          STATION RECOVERY (2005)
 ME1228
 ME1228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1228'KRULL AND SON INC. FOUND THIS MARK WHICH IS 2.5 FEET NORTH AND 2.0
 ME1228'FEET WEST OF THE SOUTHWEST FENCE CORNER OF THE NIPSCO SUB. STATION,
 ME1228'3.3 FEET NORTH OF THE NORTH EDGE OF A CONCRETE RETAINING WALL,0.5 FEET
 ME1228'DEEP.
 ME1228
 ME1228                          STATION RECOVERY (2007)
 ME1228
 ME1228'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1228'RECOVERED IN GOOD CONDITION.
 ME1228
 ME1228                          STATION RECOVERY (2007)
 ME1228
 ME1228'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1228'APPROX 6 INCHES BELOW SURFACE
 ME1228
 ME1228                          STATION RECOVERY (2023)
 ME1228
 ME1228'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2023 (DW)
 ME1228'FOUND AS DESCRIBED IN THE 2005 RECOVERY NOTES AND IS ABOUT 6 INCHES
 ME1228'(15 CM) BELOW GRAVEL SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1273 ***********************************************************************
 ME1273  DESIGNATION -  A 139
 ME1273  PID         -  ME1273
 ME1273  STATE/COUNTY-  IN/LAKE
 ME1273  COUNTRY     -  US
 ME1273  USGS QUAD   -  LEROY (2019)
 ME1273
 ME1273                         *CURRENT SURVEY CONTROL
 ME1273  ______________________________________________________________________
 ME1273* NAD 83(1986) POSITION- 41 17 22.36   (N) 087 20 44.05   (W)   HD_HELD1
 ME1273* NAVD 88 ORTHO HEIGHT -   205.588 (meters)      674.50  (feet) ADJUSTED
 ME1273  ______________________________________________________________________
 ME1273  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME1273  DYNAMIC HEIGHT  -        205.502 (meters)      674.22  (feet) COMP
 ME1273  MODELED GRAVITY -    980,201.1   (mgal)                       NAVD 88
 ME1273
 ME1273  VERT ORDER      -  SECOND    CLASS 0
 ME1273
 ME1273.The horizontal coordinates were determined by differentially corrected
 ME1273.hand held GPS observations or other comparable positioning techniques
 ME1273.and have an estimated accuracy of +/- 3 meters.
 ME1273
 ME1273.The orthometric height was determined by differential leveling and
 ME1273.adjusted by the NATIONAL GEODETIC SURVEY
 ME1273.in June 1991.
 ME1273
 ME1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1273.GEOID18 height accuracy estimate available here.
 ME1273
 ME1273.Click photographs - Photos may exist for this station.
 ME1273
 ME1273.The dynamic height is computed by dividing the NAVD 88
 ME1273.geopotential number by the normal gravity value computed on the
 ME1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1273.degrees latitude (g = 980.6199 gals.).
 ME1273
 ME1273.The modeled gravity was interpolated from observed gravity values.
 ME1273
 ME1273;                    North         East    Units  Estimated Accuracy
 ME1273;SPC IN W     -   670,746.1     878,034.3     MT  (+/- 3 meters HH1 GPS) 
 ME1273
 ME1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7106470957(NAD 83)
 ME1273
 ME1273                          SUPERSEDED SURVEY CONTROL
 ME1273
 ME1273  NGVD 29 (??/??/92)  205.675  (m)          674.79   (f) ADJ UNCH    2 0
 ME1273
 ME1273.Superseded values are not recommended for survey control.
 ME1273
 ME1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1273.See file dsdata.pdf to determine how the superseded data were derived.
 ME1273
 ME1273_MARKER: DB = BENCH MARK DISK
 ME1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1273_STAMPING: A 139 1946
 ME1273_MARK LOGO: CGS
 ME1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1273+STABILITY: SURFACE MOTION
 ME1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1273+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 ME1273
 ME1273  HISTORY     - Date     Condition        Report By
 ME1273  HISTORY     - 1946     MONUMENTED       CGS
 ME1273  HISTORY     - 20031103 GOOD             INDIV
 ME1273  HISTORY     - 20070414 GOOD             GEOCAC
 ME1273  HISTORY     - 20121126 GOOD             INDIV
 ME1273
 ME1273                          STATION DESCRIPTION
 ME1273
 ME1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1273'0.4 MI E FROM ORCHARD GROVE.
 ME1273'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 ME1273'STATE HIGHWAY 55 AT ORCHARD GROVE, ABOUT 0.1 MILE WEST OF THE
 ME1273'JUNCTION OF STATE HIGHWAY 55 LEADING SOUTH, AT THE SOUTHWEST
 ME1273'CORNER OF THE FRONT YARD AT THE FRED E. EBERTS FARM, 76 FEET
 ME1273'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29 FEET NORTH
 ME1273'OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTHWEST OF POWER
 ME1273'POLE NO. 366/405, 3 FEET WEST OF A FENCE CORNER POST, 2 FEET
 ME1273'EAST OF A WHITE WOODEN WTINESS POST, ABOUT LEVEL WITH THE
 ME1273'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME1273'INCHES.
 ME1273
 ME1273                          STATION RECOVERY (2003)
 ME1273
 ME1273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KW)
 ME1273'RECOVERED IN GOOD CONDITION.
 ME1273
 ME1273                          STATION RECOVERY (2007)
 ME1273
 ME1273'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1273'RECOVERED IN GOOD CONDITION.
 ME1273
 ME1273                          STATION RECOVERY (2012)
 ME1273
 ME1273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DGI)
 ME1273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1254 ***********************************************************************
 ME1254  DESIGNATION -  A 140
 ME1254  PID         -  ME1254
 ME1254  STATE/COUNTY-  IN/LAKE
 ME1254  COUNTRY     -  US
 ME1254  USGS QUAD   -  PALMER (2019)
 ME1254
 ME1254                         *CURRENT SURVEY CONTROL
 ME1254  ______________________________________________________________________
 ME1254* NAD 83(1986) POSITION- 41 27 21.     (N) 087 14 21.     (W)   SCALED
 ME1254* NAVD 88 ORTHO HEIGHT -   207.319 (meters)      680.18  (feet) ADJUSTED
 ME1254  ______________________________________________________________________
 ME1254  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME1254  DYNAMIC HEIGHT  -        207.237 (meters)      679.91  (feet) COMP
 ME1254  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 ME1254
 ME1254  VERT ORDER      -  SECOND    CLASS 0
 ME1254
 ME1254.The horizontal coordinates were scaled from a map and have
 ME1254.an estimated accuracy of +/- 6 seconds.
 ME1254
 ME1254.The orthometric height was determined by differential leveling and
 ME1254.adjusted by the NATIONAL GEODETIC SURVEY
 ME1254.in June 1991.
 ME1254
 ME1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1254.GEOID18 height accuracy estimate available here.
 ME1254
 ME1254.Click photographs - Photos may exist for this station.
 ME1254
 ME1254.The dynamic height is computed by dividing the NAVD 88
 ME1254.geopotential number by the normal gravity value computed on the
 ME1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1254.degrees latitude (g = 980.6199 gals.).
 ME1254
 ME1254.The modeled gravity was interpolated from observed gravity values.
 ME1254
 ME1254;                    North         East    Units  Estimated Accuracy
 ME1254;SPC IN W     -   689,190.      886,980.      MT  (+/- 180 meters Scaled)
 ME1254
 ME1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800893(NAD 83)
 ME1254
 ME1254                          SUPERSEDED SURVEY CONTROL
 ME1254
 ME1254  NGVD 29 (??/??/92)  207.410  (m)          680.48   (f) ADJ UNCH    2 0
 ME1254
 ME1254.Superseded values are not recommended for survey control.
 ME1254
 ME1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1254.See file dsdata.pdf to determine how the superseded data were derived.
 ME1254
 ME1254_MARKER: DB = BENCH MARK DISK
 ME1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1254_STAMPING: A 140 1946
 ME1254_MARK LOGO: CGS
 ME1254_PROJECTION: PROJECTING 30 CENTIMETERS
 ME1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1254+STABILITY: SURFACE MOTION
 ME1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1254+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2020
 ME1254
 ME1254  HISTORY     - Date     Condition        Report By
 ME1254  HISTORY     - 1946     MONUMENTED       CGS
 ME1254  HISTORY     - 1968     GOOD             CGS
 ME1254  HISTORY     - 20200702 GOOD             IN-089
 ME1254
 ME1254                          STATION DESCRIPTION
 ME1254
 ME1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1254'4.6 MI N FROM PALMER.
 ME1254'ABOUT 4.65 MILES NORTH ALONG A PAVED ROAD FROM THE PALMER SCHOOL
 ME1254'AT PALMER, ABOUT 0.95 MILE NORTH OF THE CROSSING OF THE
 ME1254'CHESAPEAKE AND OHIO RAILWAY, ABOUT 70 YARDS SOUTH OF THE JUNCTION
 ME1254'OF A T ROAD LEADING EAST, AT THE V.J. HURLBURTS FARM, 62 FEET
 ME1254'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 76 FEET NORTH
 ME1254'OF THE NORTHEAST CORNER OF A GARAGE, 25 FEET WEST OF THE CENTER
 ME1254'LINE OF THE ROAD, 18 FEET SOUTHWEST OF POWER POLE NO. 314/031,
 ME1254'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET ABOVE
 ME1254'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME1254'6 INCHES.  ABOUT 4.5 MILES N ALONG RANDLOPH STREET FROM ITS
 ME1254'INTERSECTION WITH 125TH AVE. AT PALMER.
 ME1254
 ME1254                          STATION RECOVERY (1968)
 ME1254
 ME1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1254'RECOVERED IN GOOD CONDITION.
 ME1254
 ME1254                          STATION RECOVERY (2020)
 ME1254
 ME1254'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0618 ***********************************************************************
 ME0618  DESIGNATION -  A 142
 ME0618  PID         -  ME0618
 ME0618  STATE/COUNTY-  IN/LA PORTE
 ME0618  COUNTRY     -  US
 ME0618  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0618
 ME0618                         *CURRENT SURVEY CONTROL
 ME0618  ______________________________________________________________________
 ME0618* NAD 83(1986) POSITION- 41 19 02.     (N) 086 50 02.     (W)   SCALED
 ME0618* NAVD 88 ORTHO HEIGHT -   204.085 (meters)      669.57  (feet) ADJUSTED
 ME0618  ______________________________________________________________________
 ME0618  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 ME0618  DYNAMIC HEIGHT  -        204.000 (meters)      669.29  (feet) COMP
 ME0618  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 ME0618
 ME0618  VERT ORDER      -  SECOND    CLASS 0
 ME0618
 ME0618.The horizontal coordinates were scaled from a map and have
 ME0618.an estimated accuracy of +/- 6 seconds.
 ME0618
 ME0618.The orthometric height was determined by differential leveling and
 ME0618.adjusted by the NATIONAL GEODETIC SURVEY
 ME0618.in June 1991.
 ME0618
 ME0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0618.GEOID18 height accuracy estimate available here.
 ME0618
 ME0618.Click photographs - Photos may exist for this station.
 ME0618
 ME0618.The dynamic height is computed by dividing the NAVD 88
 ME0618.geopotential number by the normal gravity value computed on the
 ME0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0618.degrees latitude (g = 980.6199 gals.).
 ME0618
 ME0618.The modeled gravity was interpolated from observed gravity values.
 ME0618
 ME0618;                    North         East    Units  Estimated Accuracy
 ME0618;SPC IN W     -   673,820.      920,890.      MT  (+/- 180 meters Scaled)
 ME0618
 ME0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL139739(NAD 83)
 ME0618
 ME0618                          SUPERSEDED SURVEY CONTROL
 ME0618
 ME0618  NGVD 29 (??/??/92)  204.183  (m)          669.89   (f) ADJ UNCH    2 0
 ME0618
 ME0618.Superseded values are not recommended for survey control.
 ME0618
 ME0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0618.See file dsdata.pdf to determine how the superseded data were derived.
 ME0618
 ME0618_MARKER: DB = BENCH MARK DISK
 ME0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0618_STAMPING: A 142 1946
 ME0618_MARK LOGO: CGS
 ME0618_PROJECTION: PROJECTING
 ME0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0618+STABILITY: SURFACE MOTION
 ME0618
 ME0618  HISTORY     - Date     Condition        Report By
 ME0618  HISTORY     - 1946     MONUMENTED       CGS
 ME0618  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0618  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0618
 ME0618                          STATION DESCRIPTION
 ME0618
 ME0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0618'3 MI E FROM LA CROSSE.
 ME0618'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0618'OF STATE HIGHWAY 43 AT LA CROSSE, ABOUT 60 YARDS WEST OF THE
 ME0618'DRIVE WAY LEADING NORTH OF MERRILL BEECHERS FARM, SET ON THE
 ME0618'WEST BANK OF A DITCH RUNNING NORTH AND SOUTH, AND IN THE
 ME0618'SOUTHEAST CORNER OF A CULTIVATED FIELD, 67 FEET NORTH AND ACROSS
 ME0618'THE HIGHWAY FROM A POWER POLE, 34 FEET NORTH OF THE CENTER LINE
 ME0618'OF THE HIGHWAY, ABOUT 40 FEET NORTHWEST OF THE NORTH END OF A
 ME0618'4 FOOT CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 4 FEET
 ME0618'NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE CORNER
 ME0618'POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 ME0618'WITH THE HIGHWAY, AND SET IN A CONCRETE POST PROJECTING 6 INCHES.
 ME0618
 ME0618                          STATION RECOVERY (1988)
 ME0618
 ME0618'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0618'MARK NOT FOUND.
 ME0618
 ME0618                          STATION RECOVERY (2007)
 ME0618
 ME0618'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0591 ***********************************************************************
 ME0591  DESIGNATION -  A 143
 ME0591  PID         -  ME0591
 ME0591  STATE/COUNTY-  IN/LA PORTE
 ME0591  COUNTRY     -  US
 ME0591  USGS QUAD   -  LA CROSSE (2019)
 ME0591
 ME0591                         *CURRENT SURVEY CONTROL
 ME0591  ______________________________________________________________________
 ME0591* NAD 83(1986) POSITION- 41 17 48.     (N) 086 53 28.     (W)   SCALED
 ME0591* NAVD 88 ORTHO HEIGHT -   203.817 (meters)      668.69  (feet) ADJUSTED
 ME0591  ______________________________________________________________________
 ME0591  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME0591  DYNAMIC HEIGHT  -        203.731 (meters)      668.41  (feet) COMP
 ME0591  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 ME0591
 ME0591  VERT ORDER      -  SECOND    CLASS 0
 ME0591
 ME0591.The horizontal coordinates were scaled from a map and have
 ME0591.an estimated accuracy of +/- 6 seconds.
 ME0591
 ME0591.The orthometric height was determined by differential leveling and
 ME0591.adjusted by the NATIONAL GEODETIC SURVEY
 ME0591.in June 1991.
 ME0591
 ME0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0591.GEOID18 height accuracy estimate available here.
 ME0591
 ME0591.Click photographs - Photos may exist for this station.
 ME0591
 ME0591.The dynamic height is computed by dividing the NAVD 88
 ME0591.geopotential number by the normal gravity value computed on the
 ME0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0591.degrees latitude (g = 980.6199 gals.).
 ME0591
 ME0591.The modeled gravity was interpolated from observed gravity values.
 ME0591
 ME0591;                    North         East    Units  Estimated Accuracy
 ME0591;SPC IN W     -   671,520.      916,100.      MT  (+/- 180 meters Scaled)
 ME0591
 ME0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091716(NAD 83)
 ME0591
 ME0591                          SUPERSEDED SURVEY CONTROL
 ME0591
 ME0591  NGVD 29 (??/??/92)  203.898  (m)          668.96   (f) ADJ UNCH    2 0
 ME0591
 ME0591.Superseded values are not recommended for survey control.
 ME0591
 ME0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0591.See file dsdata.pdf to determine how the superseded data were derived.
 ME0591
 ME0591_MARKER: DB = BENCH MARK DISK
 ME0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0591_STAMPING: A 143 1946
 ME0591_MARK LOGO: CGS
 ME0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0591+STABILITY: SURFACE MOTION
 ME0591
 ME0591  HISTORY     - Date     Condition        Report By
 ME0591  HISTORY     - 1946     MONUMENTED       CGS
 ME0591  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0591
 ME0591                          STATION DESCRIPTION
 ME0591
 ME0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0591'1.4 MI S FROM LA CROSSE.
 ME0591'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 ME0591'WITH STATE HIGHWAY 8 IN LA CROSSE, 0.3 MILE NORTH OF A TWO
 ME0591'STORY WHITE HOUSE ON THE EAST SIDE OF THE HIGHWAY, AT A GATE
 ME0591'ENTRANCE TO A FIELD ON THE WEST OF THE HIGHWAY, 107 FEET SOUTHWEST
 ME0591'AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 409/062, 31 FEET
 ME0591'WEST OF AND ABOUT 1 FOOT BELOW THE CENTER OF THE HIGHWAY, 12
 ME0591'FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET SOUTH OF THE SOUTH
 ME0591'GATE POST, AND ABOUT 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 ME0591'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0591'ABOUT 6-INCHES.
 ME0591
 ME0591                          STATION RECOVERY (2007)
 ME0591
 ME0591'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0591'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0240 ***********************************************************************
 ME0240  DESIGNATION -  A 145
 ME0240  PID         -  ME0240
 ME0240  STATE/COUNTY-  IN/MARSHALL
 ME0240  COUNTRY     -  US
 ME0240  USGS QUAD   -  INWOOD (2019)
 ME0240
 ME0240                         *CURRENT SURVEY CONTROL
 ME0240  ______________________________________________________________________
 ME0240* NAD 83(1986) POSITION- 41 17 58.     (N) 086 08 10.     (W)   SCALED
 ME0240* NAVD 88 ORTHO HEIGHT -   256.160 (meters)      840.42  (feet) ADJUSTED
 ME0240  ______________________________________________________________________
 ME0240  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 ME0240  DYNAMIC HEIGHT  -        256.053 (meters)      840.07  (feet) COMP
 ME0240  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 ME0240
 ME0240  VERT ORDER      -  FIRST     CLASS I
 ME0240
 ME0240.The horizontal coordinates were scaled from a map and have
 ME0240.an estimated accuracy of +/- 6 seconds.
 ME0240
 ME0240.The orthometric height was determined by differential leveling and
 ME0240.adjusted by the NATIONAL GEODETIC SURVEY
 ME0240.in April 1995.
 ME0240
 ME0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0240.GEOID18 height accuracy estimate available here.
 ME0240
 ME0240.Click photographs - Photos may exist for this station.
 ME0240
 ME0240.The dynamic height is computed by dividing the NAVD 88
 ME0240.geopotential number by the normal gravity value computed on the
 ME0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0240.degrees latitude (g = 980.6199 gals.).
 ME0240
 ME0240.The modeled gravity was interpolated from observed gravity values.
 ME0240
 ME0240;                    North         East    Units  Estimated Accuracy
 ME0240;SPC IN E     -   671,920.       60,680.      MT  (+/- 180 meters Scaled)
 ME0240
 ME0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL723723(NAD 83)
 ME0240
 ME0240                          SUPERSEDED SURVEY CONTROL
 ME0240
 ME0240  NAVD 88 (06/15/91)  256.159  (m)          840.42   (f) SUPERSEDED  1 1
 ME0240  NGVD 29 (01/19/93)  256.289  (m)          840.84   (f) ADJUSTED    1 1
 ME0240  NGVD 29 (??/??/92)  256.280  (m)          840.81   (f) SUPERSEDED  1 1
 ME0240
 ME0240.Superseded values are not recommended for survey control.
 ME0240
 ME0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0240.See file dsdata.pdf to determine how the superseded data were derived.
 ME0240
 ME0240_MARKER: DB = BENCH MARK DISK
 ME0240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0240_SP_SET: FOOTING
 ME0240_STAMPING: A 145 1946
 ME0240_MARK LOGO: CGS
 ME0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0240+STABILITY: SURFACE MOTION
 ME0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0240+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0240
 ME0240  HISTORY     - Date     Condition        Report By
 ME0240  HISTORY     - 1946     MONUMENTED       CGS
 ME0240  HISTORY     - 1968     GOOD             CGS
 ME0240  HISTORY     - 1983     GOOD             USPSQD
 ME0240  HISTORY     - 19920909 GOOD             NGS
 ME0240
 ME0240                          STATION DESCRIPTION
 ME0240
 ME0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0240'1.1 MI NW FROM BOURBON.
 ME0240'ABOUT 1.1 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0240'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, ABOUT 8 RAILS
 ME0240'NORTHWEST OF THE CROSSING OF SOUTH ELM ROAD, SET ON THE TOP OF
 ME0240'THE EAST CORNER OF THE 2 1/2 FOOT SQUARE CONCRETE BASE FOR SEMAPHORE
 ME0240'374.1, 8.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND
 ME0240'TRACK AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 23, T 33 N,
 ME0240'R 3 E.
 ME0240
 ME0240                          STATION RECOVERY (1983)
 ME0240
 ME0240'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0240'RECOVERED IN GOOD CONDITION.
 ME0240
 ME0240                          STATION RECOVERY (1992)
 ME0240
 ME0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0240'14.9 KM (9.25 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0240'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, NEAR THE
 ME0240'EAST CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 ME0240'REMOVED), 20.5 M (67.3 FT) SOUTHWEST OF THE CENTERLINE OF OLD HIGHWAY
 ME0240'30, 6.6 M (21.7 FT) NORTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW
 ME0240'THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0946 ***********************************************************************
 LB0946  DESIGNATION -  A 146
 LB0946  PID         -  LB0946
 LB0946  STATE/COUNTY-  IN/CARROLL
 LB0946  COUNTRY     -  US
 LB0946  USGS QUAD   -  BURROWS (2019)
 LB0946
 LB0946                         *CURRENT SURVEY CONTROL
 LB0946  ______________________________________________________________________
 LB0946* NAD 83(1986) POSITION- 40 42 51.     (N) 086 34 52.     (W)   SCALED
 LB0946* NAVD 88 ORTHO HEIGHT -   192.337 (meters)      631.03  (feet) ADJUSTED
 LB0946  ______________________________________________________________________
 LB0946  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 LB0946  DYNAMIC HEIGHT  -        192.248 (meters)      630.73  (feet) COMP
 LB0946  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 LB0946
 LB0946  VERT ORDER      -  SECOND    CLASS 0
 LB0946
 LB0946.The horizontal coordinates were scaled from a map and have
 LB0946.an estimated accuracy of +/- 6 seconds.
 LB0946
 LB0946.The orthometric height was determined by differential leveling and
 LB0946.adjusted by the NATIONAL GEODETIC SURVEY
 LB0946.in June 1991.
 LB0946
 LB0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0946.GEOID18 height accuracy estimate available here.
 LB0946
 LB0946.Click photographs - Photos may exist for this station.
 LB0946
 LB0946.The dynamic height is computed by dividing the NAVD 88
 LB0946.geopotential number by the normal gravity value computed on the
 LB0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0946.degrees latitude (g = 980.6199 gals.).
 LB0946
 LB0946.The modeled gravity was interpolated from observed gravity values.
 LB0946
 LB0946;                    North         East    Units  Estimated Accuracy
 LB0946;SPC IN W     -   606,940.      942,440.      MT  (+/- 180 meters Scaled)
 LB0946
 LB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL353071(NAD 83)
 LB0946
 LB0946                          SUPERSEDED SURVEY CONTROL
 LB0946
 LB0946  NGVD 29 (??/??/92)  192.448  (m)          631.39   (f) ADJ UNCH    2 0
 LB0946
 LB0946.Superseded values are not recommended for survey control.
 LB0946
 LB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0946.See file dsdata.pdf to determine how the superseded data were derived.
 LB0946
 LB0946_MARKER: DB = BENCH MARK DISK
 LB0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0946_STAMPING: A 146 1946
 LB0946_MARK LOGO: CGS
 LB0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0946+STABILITY: SURFACE MOTION
 LB0946
 LB0946  HISTORY     - Date     Condition        Report By
 LB0946  HISTORY     - 1946     MONUMENTED       CGS
 LB0946
 LB0946                          STATION DESCRIPTION
 LB0946
 LB0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0946'1.3 MI N FROM LOCKPORT.
 LB0946'ALONG THE BURNETTSVILLE-LOCKPORT ROAD ABOUT 1.3 MILE NORTH OF
 LB0946'THE CROSS ROADS AT LOCKPORT, 12 FEET EAST OF THE CENTER LINE OF THE
 LB0946'ROAD, 50 SOUTH OF THE SOUTHWEST CORNER OF A FARM HOUSE AT THE
 LB0946'HARRY NICOLL FARM, 1.5 FOOT SOUTHWEST OF A FENCE CORNER, AT THE
 LB0946'SOUTHWEST CORNER OF A GARDEN AREA, AND ABOUT 1 1/2 FOOT ABOVE
 LB0946'ROAD LEVEL.  A STANDARD DISK, STAMPED A 146 1946 AND SET IN THE
 LB0946'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0984 ***********************************************************************
 LB0984  DESIGNATION -  A 147 RESET
 LB0984  PID         -  LB0984
 LB0984  STATE/COUNTY-  IN/CARROLL
 LB0984  COUNTRY     -  US
 LB0984  USGS QUAD   -  BROOKSTON (2019)
 LB0984
 LB0984                         *CURRENT SURVEY CONTROL
 LB0984  ______________________________________________________________________
 LB0984* NAD 83(1986) POSITION- 40 35 40.     (N) 086 46 11.     (W)   SCALED
 LB0984* NAVD 88 ORTHO HEIGHT -   170.70  (meters)      560.0   (feet) RESET
 LB0984  ______________________________________________________________________
 LB0984  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 LB0984  VERT ORDER      -  THIRD
 LB0984
 LB0984.The horizontal coordinates were scaled from a map and have
 LB0984.an estimated accuracy of +/- 6 seconds.
 LB0984
 LB0984.The orthometric height was computed from unverified reset data.
 LB0984
 LB0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0984.GEOID18 height accuracy estimate available here.
 LB0984
 LB0984.Click photographs - Photos may exist for this station.
 LB0984
 LB0984;                    North         East    Units  Estimated Accuracy
 LB0984;SPC IN W     -   593,570.      926,550.      MT  (+/- 180 meters Scaled)
 LB0984
 LB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194937(NAD 83)
 LB0984
 LB0984                          SUPERSEDED SURVEY CONTROL
 LB0984
 LB0984  NGVD 29 (??/??/??)  170.81   (m)          560.4    (f) RESET       3  
 LB0984
 LB0984.Superseded values are not recommended for survey control.
 LB0984
 LB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0984.See file dsdata.pdf to determine how the superseded data were derived.
 LB0984
 LB0984_MARKER: DB = BENCH MARK DISK
 LB0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0984_SP_SET: BRIDGE
 LB0984_STAMPING: A 147 RESET 1956
 LB0984_MARK LOGO: CGS
 LB0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0984
 LB0984  HISTORY     - Date     Condition        Report By
 LB0984  HISTORY     - 1956     MONUMENTED       INHD
 LB0984  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB0984
 LB0984                          STATION DESCRIPTION
 LB0984
 LB0984'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 LB0984'6.2 MI W FROM DELPHI.
 LB0984'5.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY COURTHOUSE
 LB0984'AT DELPHI, CARROLL COUNTY, 5.2 MILES EAST OF BROOKSTON, AT THE
 LB0984'CARROLL-WHITE COUNTY LINE, AT THE EAST END OF A 4-SPAN STEEL
 LB0984'BRIDGE OVER TIPPECANOE RIVER, IN THE TOP OF THE SOUTHEAST WING
 LB0984'WALL, 11.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LB0984'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 147 RESET 1956.
 LB0984
 LB0984                          STATION RECOVERY (2009)
 LB0984
 LB0984'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0984'MARK NOT FOUND (GONE)NEW BRIDGE (INDOT L-566)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0020 ***********************************************************************
 LB0020  DESIGNATION -  A 148
 LB0020  PID         -  LB0020
 LB0020  STATE/COUNTY-  IN/CASS
 LB0020  COUNTRY     -  US
 LB0020  USGS QUAD   -  CLYMERS (2019)
 LB0020
 LB0020                         *CURRENT SURVEY CONTROL
 LB0020  ______________________________________________________________________
 LB0020* NAD 83(1986) POSITION- 40 42 45.     (N) 086 24 20.     (W)   SCALED
 LB0020* NAVD 88 ORTHO HEIGHT -   223.157 (meters)      732.14  (feet) ADJUSTED
 LB0020  ______________________________________________________________________
 LB0020  GEOID HEIGHT    -        -34.179 (meters)                     GEOID18
 LB0020  DYNAMIC HEIGHT  -        223.050 (meters)      731.79  (feet) COMP
 LB0020  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 LB0020
 LB0020  VERT ORDER      -  SECOND    CLASS 0
 LB0020
 LB0020.This mark is at Logansport Airport (GGP)
 LB0020
 LB0020.The horizontal coordinates were scaled from a map and have
 LB0020.an estimated accuracy of +/- 6 seconds.
 LB0020
 LB0020.The orthometric height was determined by differential leveling and
 LB0020.adjusted by the NATIONAL GEODETIC SURVEY
 LB0020.in June 1991.
 LB0020
 LB0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0020.GEOID18 height accuracy estimate available here.
 LB0020
 LB0020.Click photographs - Photos may exist for this station.
 LB0020
 LB0020.The dynamic height is computed by dividing the NAVD 88
 LB0020.geopotential number by the normal gravity value computed on the
 LB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0020.degrees latitude (g = 980.6199 gals.).
 LB0020
 LB0020.The modeled gravity was interpolated from observed gravity values.
 LB0020
 LB0020;                    North         East    Units  Estimated Accuracy
 LB0020;SPC IN E     -   606,900.       37,570.      MT  (+/- 180 meters Scaled)
 LB0020
 LB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502070(NAD 83)
 LB0020
 LB0020                          SUPERSEDED SURVEY CONTROL
 LB0020
 LB0020  NGVD 29 (??/??/92)  223.271  (m)          732.51   (f) ADJ UNCH    2 0
 LB0020
 LB0020.Superseded values are not recommended for survey control.
 LB0020
 LB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0020.See file dsdata.pdf to determine how the superseded data were derived.
 LB0020
 LB0020_MARKER: DB = BENCH MARK DISK
 LB0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0020_STAMPING: A 148 1946
 LB0020_MARK LOGO: CGS
 LB0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0020+STABILITY: SURFACE MOTION
 LB0020
 LB0020  HISTORY     - Date     Condition        Report By
 LB0020  HISTORY     - 1946     MONUMENTED       CGS
 LB0020
 LB0020                          STATION DESCRIPTION
 LB0020
 LB0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0020'4.4 MI SW FROM LOGANSPORT.
 LB0020'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH END
 LB0020'OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT,
 LB0020'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH
 LB0020'ALONG A ROAD TO LOGANSPORT AIRPORT, AT THE ENTRANCE TO THE AIRPORT,
 LB0020'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 43 FEET SOUTH OF
 LB0020'THE CENTER LINE OF THE ENTRANCE ROAD, 15 FEET NORTHWEST OF A
 LB0020'TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE LINE AND ABOUT 1
 LB0020'FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED A 148 1946
 LB0020'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0020'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0764 ***********************************************************************
 ME0764  DESIGNATION -  A 149
 ME0764  PID         -  ME0764
 ME0764  STATE/COUNTY-  IN/LA PORTE
 ME0764  COUNTRY     -  US
 ME0764  USGS QUAD   -  WESTVILLE (2019)
 ME0764
 ME0764                         *CURRENT SURVEY CONTROL
 ME0764  ______________________________________________________________________
 ME0764* NAD 83(1986) POSITION- 41 35 25.     (N) 086 53 48.     (W)   SCALED
 ME0764* NAVD 88 ORTHO HEIGHT -   235.028 (meters)      771.09  (feet) ADJUSTED
 ME0764  ______________________________________________________________________
 ME0764  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 ME0764  DYNAMIC HEIGHT  -        234.938 (meters)      770.79  (feet) COMP
 ME0764  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 ME0764
 ME0764  VERT ORDER      -  SECOND    CLASS 0
 ME0764
 ME0764.The horizontal coordinates were scaled from a map and have
 ME0764.an estimated accuracy of +/- 6 seconds.
 ME0764
 ME0764.The orthometric height was determined by differential leveling and
 ME0764.adjusted by the NATIONAL GEODETIC SURVEY
 ME0764.in June 1991.
 ME0764
 ME0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0764.GEOID18 height accuracy estimate available here.
 ME0764
 ME0764.Click photographs - Photos may exist for this station.
 ME0764
 ME0764.The dynamic height is computed by dividing the NAVD 88
 ME0764.geopotential number by the normal gravity value computed on the
 ME0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0764.degrees latitude (g = 980.6199 gals.).
 ME0764
 ME0764.The modeled gravity was interpolated from observed gravity values.
 ME0764
 ME0764;                    North         East    Units  Estimated Accuracy
 ME0764;SPC IN W     -   704,130.      915,560.      MT  (+/- 180 meters Scaled)
 ME0764
 ME0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086042(NAD 83)
 ME0764
 ME0764                          SUPERSEDED SURVEY CONTROL
 ME0764
 ME0764  NGVD 29 (??/??/92)  235.124  (m)          771.40   (f) ADJ UNCH    2 0
 ME0764
 ME0764.Superseded values are not recommended for survey control.
 ME0764
 ME0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0764.See file dsdata.pdf to determine how the superseded data were derived.
 ME0764
 ME0764_MARKER: DB = BENCH MARK DISK
 ME0764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0764_SP_SET: BOX CULVERT HEADWALL
 ME0764_STAMPING: A 149 1946
 ME0764_MARK LOGO: CGS
 ME0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0764+STABILITY: SURFACE MOTION
 ME0764
 ME0764  HISTORY     - Date     Condition        Report By
 ME0764  HISTORY     - 1946     MONUMENTED       CGS
 ME0764
 ME0764                          STATION DESCRIPTION
 ME0764
 ME0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0764'3.5 MI N FROM WESTVILLE.
 ME0764'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0764'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 0.65 MILE
 ME0764'SOUTH OF THE OVERHEAD CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 ME0764'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING EAST,
 ME0764'AT A 5- BY 3-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTH
 ME0764'END OF THE EAST HEAD WALL, 44 FEET EAST OF THE CENTER LINE OF THE
 ME0764'HIGHWAY, AND ABOUT 5-1/2 FEET LOWER THAN THE HIGHWAY.  A BRONZE
 ME0764'DISK, STAMPED A 149 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0651 ***********************************************************************
 MD0651  DESIGNATION -  A 15
 MD0651  PID         -  MD0651
 MD0651  STATE/COUNTY-  IN/ALLEN
 MD0651  COUNTRY     -  US
 MD0651  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0651
 MD0651                         *CURRENT SURVEY CONTROL
 MD0651  ______________________________________________________________________
 MD0651* NAD 83(1986) POSITION- 41 05 25.     (N) 085 14 37.     (W)   SCALED
 MD0651* NAVD 88 ORTHO HEIGHT -   257.662 (meters)      845.35  (feet) ADJUSTED
 MD0651  ______________________________________________________________________
 MD0651  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 MD0651  DYNAMIC HEIGHT  -        257.561 (meters)      845.01  (feet) COMP
 MD0651  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD0651
 MD0651  VERT ORDER      -  FIRST     CLASS I
 MD0651
 MD0651.The horizontal coordinates were scaled from a map and have
 MD0651.an estimated accuracy of +/- 6 seconds.
 MD0651
 MD0651.The orthometric height was determined by differential leveling and
 MD0651.adjusted by the NATIONAL GEODETIC SURVEY
 MD0651.in June 1991.
 MD0651
 MD0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0651.GEOID18 height accuracy estimate available here.
 MD0651
 MD0651.Click photographs - Photos may exist for this station.
 MD0651
 MD0651.The dynamic height is computed by dividing the NAVD 88
 MD0651.geopotential number by the normal gravity value computed on the
 MD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0651.degrees latitude (g = 980.6199 gals.).
 MD0651
 MD0651.The modeled gravity was interpolated from observed gravity values.
 MD0651
 MD0651;                    North         East    Units  Estimated Accuracy
 MD0651;SPC IN E     -   648,670.      135,540.      MT  (+/- 180 meters Scaled)
 MD0651
 MD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL475502(NAD 83)
 MD0651
 MD0651                          SUPERSEDED SURVEY CONTROL
 MD0651
 MD0651  NGVD 29 (??/??/92)  257.825  (m)          845.88   (f) ADJ UNCH    1 1
 MD0651
 MD0651.Superseded values are not recommended for survey control.
 MD0651
 MD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0651.See file dsdata.pdf to determine how the superseded data were derived.
 MD0651
 MD0651_MARKER: DB = BENCH MARK DISK
 MD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0651_STAMPING: 845.881 A 15 1930
 MD0651_MARK LOGO: CGS
 MD0651_PROJECTION: FLUSH
 MD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0651+STABILITY: SURFACE MOTION
 MD0651
 MD0651  HISTORY     - Date     Condition        Report By
 MD0651  HISTORY     - 1930     MONUMENTED       CGS
 MD0651  HISTORY     - 1968     GOOD             CGS
 MD0651  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0651
 MD0651                          STATION DESCRIPTION
 MD0651
 MD0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0651'2.9 MI SE FROM ARCOLA.
 MD0651'ABOUT 2.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0651'THE CROSSING OF ARCOLA ROAD AT ARCOLA, ABOUT 0.35 MILE NORTHWEST
 MD0651'OF MILEPOST 325, 19.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MD0651'EAST-BOUND TRACK, 5 1/2 FEET NORTHWEST OF A TELEGRAPH POLE,
 MD0651'1 1/2 FEET NORTHEAST OF THE LINE OF POLES, 3.1 FEET NORTHEAST OF
 MD0651'A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK
 MD0651'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MD0651'SEC 36, T 31 N, R 11 E.
 MD0651
 MD0651                          STATION RECOVERY (1992)
 MD0651
 MD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0651'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1201 ***********************************************************************
 ME1201  DESIGNATION -  A 150
 ME1201  PID         -  ME1201
 ME1201  STATE/COUNTY-  IN/PORTER
 ME1201  COUNTRY     -  US
 ME1201  USGS QUAD   -  VALPARAISO (2019)
 ME1201
 ME1201                         *CURRENT SURVEY CONTROL
 ME1201  ______________________________________________________________________
 ME1201* NAD 83(1986) POSITION- 41 26 53.68   (N) 087 00 51.34   (W)   HD_HELD1
 ME1201* NAVD 88 ORTHO HEIGHT -   232.433 (meters)      762.57  (feet) ADJUSTED
 ME1201  ______________________________________________________________________
 ME1201  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME1201  DYNAMIC HEIGHT  -        232.340 (meters)      762.27  (feet) COMP
 ME1201  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 ME1201
 ME1201  VERT ORDER      -  FIRST     CLASS I
 ME1201
 ME1201.The horizontal coordinates were determined by differentially corrected
 ME1201.hand held GPS observations or other comparable positioning techniques
 ME1201.and have an estimated accuracy of +/- 3 meters.
 ME1201
 ME1201.The orthometric height was determined by differential leveling and
 ME1201.adjusted by the NATIONAL GEODETIC SURVEY
 ME1201.in April 1995.
 ME1201
 ME1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1201.GEOID18 height accuracy estimate available here.
 ME1201
 ME1201.Click photographs - Photos may exist for this station.
 ME1201
 ME1201.The dynamic height is computed by dividing the NAVD 88
 ME1201.geopotential number by the normal gravity value computed on the
 ME1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1201.degrees latitude (g = 980.6199 gals.).
 ME1201
 ME1201.The modeled gravity was interpolated from observed gravity values.
 ME1201
 ME1201;                    North         East    Units  Estimated Accuracy
 ME1201;SPC IN W     -   688,340.1     905,771.7     MT  (+/- 3 meters HH1 GPS) 
 ME1201
 ME1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9880888518(NAD 83)
 ME1201
 ME1201                          SUPERSEDED SURVEY CONTROL
 ME1201
 ME1201  NAVD 88 (06/15/91)  232.427  (m)          762.55   (f) SUPERSEDED  1 1
 ME1201  NGVD 29 (01/19/93)  232.524  (m)          762.87   (f) ADJUSTED    1 1
 ME1201  NGVD 29 (??/??/92)  232.516  (m)          762.85   (f) SUPERSEDED  1 1
 ME1201
 ME1201.Superseded values are not recommended for survey control.
 ME1201
 ME1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1201.See file dsdata.pdf to determine how the superseded data were derived.
 ME1201
 ME1201_MARKER: DB = BENCH MARK DISK
 ME1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1201_STAMPING: A 150 1946
 ME1201_MARK LOGO: CGS
 ME1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1201+STABILITY: SURFACE MOTION
 ME1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1201+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2023
 ME1201
 ME1201  HISTORY     - Date     Condition        Report By
 ME1201  HISTORY     - 1946     MONUMENTED       CGS
 ME1201  HISTORY     - 1968     GOOD             CGS
 ME1201  HISTORY     - 19920906 GOOD             NGS
 ME1201  HISTORY     - 20230412 SEE DESCRIPTION  IN-127
 ME1201
 ME1201                          STATION DESCRIPTION
 ME1201
 ME1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1201'3 MI E FROM VALPARAISO.
 ME1201'ABOUT 3.05 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1201'STATION AT VALPARAISO, 0.7 MILE EAST OF THE CROSSING OF STATE
 ME1201'HIGHWAY 49, NEAR MILEPOST 421, 40 FEET SOUTH OF THE CENTER LINE
 ME1201'OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 38 FEET NORTH OF THE
 ME1201'NORTH RAIL OF THE NORTH TRACK, 20 FEET NORTH OF MILEPOST 420,
 ME1201'4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME1201'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME1201'32T 35 N 5 W.  NOTE-- ABOUT HALF OF THE DISK IS GONE BUT MARK
 ME1201'IS SOLID.  THE ONLY STAMPING THAT REMAINS ON THE DISK IS AS
 ME1201'SHOWN ABOVE.
 ME1201
 ME1201                          STATION RECOVERY (1992)
 ME1201
 ME1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1201'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME1201'STATE HIGHWAY 49 IN VALPARAISO, 15.6 M (51.2 FT) NORTH-NORTHEAST OF
 ME1201'THE NEAR RAIL OF THE CONRAIL RAILROAD, 12.5 M (41.0 FT)
 ME1201'SOUTH-SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 ME1201'LANES OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTH OF MILEPOST 421, 0.2 M
 ME1201'(0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 ME1201'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN HIT
 ME1201'AND ABOUT 1/2 OF THE DISK IS MISSING.  ALL THAT REMAINS OF THE
 ME1201'ORIGINAL STAMPING IS AS ABOVE.
 ME1201
 ME1201                          STATION RECOVERY (2023)
 ME1201
 ME1201'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1201'TO REACH FROM THE INTERSECTION OF INDUSTRIAL DRIVE AND U.S. HIGHWAY
 ME1201'30, (0.6 MILE EAST OF STATE HIGHWAY 49) GO EAST ON U.S. HIGHWAY 30 FOR
 ME1201'0.16 MI (0.26 KM) AND STATION IS ON THE RIGHT, 41.0 FT (12.5 M) SOUTH
 ME1201'OF CENTER OF EASTBOUND LANES OF U.S. 30, 19.7 FT (6.0 M) NORTH OF OLD
 ME1201'MILEPOST 421, 0.7 FT (21 CM) SOUTHWEST OF A WITNESS POST.  MONUMENT IS
 ME1201'0.2 FT (6 CM) ABOVE GROUND AND ABOUT THREE FOURTHS OF THE DISK IS
 ME1201'MISSING, THE MARK AND THE LETTERS A 15 AND PART OF THE 0 ARE STILL
 ME1201'READABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0506 ***********************************************************************
 ME0506  DESIGNATION -  A 151
 ME0506  PID         -  ME0506
 ME0506  STATE/COUNTY-  IN/LA PORTE
 ME0506  COUNTRY     -  US
 ME0506  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0506
 ME0506                         *CURRENT SURVEY CONTROL
 ME0506  ______________________________________________________________________
 ME0506* NAD 83(1986) POSITION- 41 26 24.     (N) 086 40 43.     (W)   SCALED
 ME0506* NAVD 88 ORTHO HEIGHT -   210.968 (meters)      692.15  (feet) ADJUSTED
 ME0506  ______________________________________________________________________
 ME0506  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0506  DYNAMIC HEIGHT  -        210.884 (meters)      691.88  (feet) COMP
 ME0506  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 ME0506
 ME0506  VERT ORDER      -  SECOND    CLASS 0
 ME0506
 ME0506.The horizontal coordinates were scaled from a map and have
 ME0506.an estimated accuracy of +/- 6 seconds.
 ME0506
 ME0506.The orthometric height was determined by differential leveling and
 ME0506.adjusted by the NATIONAL GEODETIC SURVEY
 ME0506.in June 1991.
 ME0506
 ME0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0506.GEOID18 height accuracy estimate available here.
 ME0506
 ME0506.Click photographs - Photos may exist for this station.
 ME0506
 ME0506.The dynamic height is computed by dividing the NAVD 88
 ME0506.geopotential number by the normal gravity value computed on the
 ME0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0506.degrees latitude (g = 980.6199 gals.).
 ME0506
 ME0506.The modeled gravity was interpolated from observed gravity values.
 ME0506
 ME0506;                    North         East    Units  Estimated Accuracy
 ME0506;SPC IN W     -   687,500.      933,820.      MT  (+/- 180 meters Scaled)
 ME0506
 ME0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL268876(NAD 83)
 ME0506
 ME0506                          SUPERSEDED SURVEY CONTROL
 ME0506
 ME0506  NGVD 29 (??/??/92)  211.087  (m)          692.54   (f) ADJ UNCH    2 0
 ME0506
 ME0506.Superseded values are not recommended for survey control.
 ME0506
 ME0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0506.See file dsdata.pdf to determine how the superseded data were derived.
 ME0506
 ME0506_MARKER: DB = BENCH MARK DISK
 ME0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0506_STAMPING: A 151 1946
 ME0506_MARK LOGO: CGS
 ME0506_PROJECTION: PROJECTING 5 CENTIMETERS
 ME0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0506+STABILITY: SURFACE MOTION
 ME0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0506+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 ME0506
 ME0506  HISTORY     - Date     Condition        Report By
 ME0506  HISTORY     - 1946     MONUMENTED       CGS
 ME0506  HISTORY     - 20220921 GOOD             INDOT
 ME0506
 ME0506                          STATION DESCRIPTION
 ME0506
 ME0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0506'3.3 MI N FROM HANNA.
 ME0506'ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE PENNSYLVANIA
 ME0506'RAILROAD STATION AT HANNA, LA PORTE COUNTY, THENCE ABOUT 2.3
 ME0506'MILES NORTH, 0.5 MILE EAST, AND 0.5 MILE NORTH ALONG COUNTY
 ME0506'ROADS, 2.85 MILES SOUTH OF THE JUNCTION WITH U.S. HIGHWAY 6
 ME0506'AT BLUHMS CORNER, AT A RIGHT-ANGLE TURN WITH TANGENTS SOUTH AND
 ME0506'EAST, 31 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 ME0506'TANGENT, 13 FEET SOUTH OF A 12-INCH HICKORY TREE IN A FENCE
 ME0506'CORNER, 5.0 FEET NORTH OF A POLE, 1.0 FOOT EAST OF THE FENCE, 1.5
 ME0506'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 ME0506'THE ROAD.  A BRONZE DISK, STAMPED A 151 1946 AND SET IN THE TOP
 ME0506'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0506'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE JUNCTION OF U.S.
 ME0506'HIGHWAY 6 AT BLUHMS CORNER BY GOING ABOUT 0.6 MILE SOUTHEAST,
 ME0506'0.75 MILE SOUTH, 0.15 MILE WEST, 1.25 MILES SOUTH, AND 0.1
 ME0506'MILE WEST ALONG COUNTY ROADS.
 ME0506
 ME0506                          STATION RECOVERY (2022)
 ME0506
 ME0506'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0506'17.7 FT (5.4 M) NORTH OF NAIL IN DOG TAG EAST SIDE OF BRACE POLE 41887
 ME0506'41.9 FT (12.8 M) WEST OF NAIL IN DOG TAG WEST SIDE OF POWER POLE 41886
 ME0506'10 FT (3.0 M) SOUTH OF WOOD CORNER POST 18 FT (5.5 M) WEST OF TANGENT
 ME0506'OF ROAD HEADING SOUTH 17 FT (5.2 M) SOUTH OF TANGENT OF ROAD HEADED
 ME0506'EAST NO FENCE NORTH AND SOUTH ABOUT 2 INCHES (5 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0892 ***********************************************************************
 ME0892  DESIGNATION -  A 152
 ME0892  PID         -  ME0892
 ME0892  STATE/COUNTY-  IN/PORTER
 ME0892  COUNTRY     -  US
 ME0892  USGS QUAD   -  WESTVILLE (2019)
 ME0892
 ME0892                         *CURRENT SURVEY CONTROL
 ME0892  ______________________________________________________________________
 ME0892* NAD 83(1986) POSITION- 41 32 56.     (N) 086 59 30.     (W)   SCALED
 ME0892* NAVD 88 ORTHO HEIGHT -   244.679 (meters)      802.75  (feet) ADJUSTED
 ME0892  ______________________________________________________________________
 ME0892  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 ME0892  DYNAMIC HEIGHT  -        244.585 (meters)      802.44  (feet) COMP
 ME0892  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 ME0892
 ME0892  VERT ORDER      -  SECOND    CLASS 0
 ME0892
 ME0892.The horizontal coordinates were scaled from a map and have
 ME0892.an estimated accuracy of +/- 6 seconds.
 ME0892
 ME0892.The orthometric height was determined by differential leveling and
 ME0892.adjusted by the NATIONAL GEODETIC SURVEY
 ME0892.in June 1991.
 ME0892
 ME0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0892.GEOID18 height accuracy estimate available here.
 ME0892
 ME0892.Click photographs - Photos may exist for this station.
 ME0892
 ME0892.The dynamic height is computed by dividing the NAVD 88
 ME0892.geopotential number by the normal gravity value computed on the
 ME0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0892.degrees latitude (g = 980.6199 gals.).
 ME0892
 ME0892.The modeled gravity was interpolated from observed gravity values.
 ME0892
 ME0892;                    North         East    Units  Estimated Accuracy
 ME0892;SPC IN W     -   699,520.      907,650.      MT  (+/- 180 meters Scaled)
 ME0892
 ME0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL006996(NAD 83)
 ME0892
 ME0892                          SUPERSEDED SURVEY CONTROL
 ME0892
 ME0892  NGVD 29 (??/??/92)  244.771  (m)          803.05   (f) ADJ UNCH    2 0
 ME0892
 ME0892.Superseded values are not recommended for survey control.
 ME0892
 ME0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0892.See file dsdata.pdf to determine how the superseded data were derived.
 ME0892
 ME0892_MARKER: DB = BENCH MARK DISK
 ME0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0892_STAMPING: A 152 1946
 ME0892_MARK LOGO: CGS
 ME0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0892+STABILITY: SURFACE MOTION
 ME0892
 ME0892  HISTORY     - Date     Condition        Report By
 ME0892  HISTORY     - 1946     MONUMENTED       CGS
 ME0892  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0892  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0892  HISTORY     - 20191029 MARK NOT FOUND   IN-127
 ME0892
 ME0892                          STATION DESCRIPTION
 ME0892
 ME0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0892'2.4 MI E FROM WOODSVILLE JUNCTION.
 ME0892'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 ME0892'OF STATE HIGHWAY 49 AT WOODSVILLE JUNCTION, PORTER COUNTY, ABOUT
 ME0892'1.0 MILE EAST OF THE BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 ME0892'ABOUT 117 YARDS EAST OF THE TOP OF A LONG HILL, AT THE G.H. BOWERS
 ME0892'RESIDENCE, 34 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY
 ME0892'PAVEMENT, 12 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 ME0892'11 FEET EAST OF POWER POLE 422/794, 6.0 FEET WEST OF A GATEPOST,
 ME0892'1.5 FEET NORTH OF THE FENCE, 2.0 FEET EAST OF A WHITE WOODEN
 ME0892'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A BRONZE DISK,
 ME0892'STAMPED A 152 1946 AND SET IN THE TOP OF A CONCRETE POST
 ME0892'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0892
 ME0892                          STATION RECOVERY (1978)
 ME0892
 ME0892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0892'MARK NOT FOUND.
 ME0892
 ME0892                          STATION RECOVERY (1988)
 ME0892
 ME0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0892'MARK NOT FOUND.
 ME0892
 ME0892                          STATION RECOVERY (2019)
 ME0892
 ME0892'RECOVERY NOTE BY PORTER COUNTY INDIANA 2019 (WEE)
 ME0892'SEARCHED AREA THREE DIFFERENT TIMES BASED ON DATA SHEET WITNESSES,
 ME0892'PROBING AND METAL DETECTING.  FOUND A BAR THAT MAY HAVE BE AT THIS
 ME0892'LOCATION BUT NO DISK WAS FOUND.  DOUBTFUL THAT A GOOD GPS OBSERVATION
 ME0892'COULD BE MADE DUE TO FORESTS ON BOTH SIDES OF ROAD.  AREA APPEARS TO
 ME0892'HAVE BEEN DISTURBED AND USED BY INDOT FOR STAGING MAINTENANCE WORK ON
 ME0892'US HIGHWAY 6 DURING THE LAST 20 YEARS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0791 ***********************************************************************
 ME0791  DESIGNATION -  A 153
 ME0791  PID         -  ME0791
 ME0791  STATE/COUNTY-  IN/LA PORTE
 ME0791  COUNTRY     -  US
 ME0791  USGS QUAD   -  LAPORTE WEST (2019)
 ME0791
 ME0791                         *CURRENT SURVEY CONTROL
 ME0791  ______________________________________________________________________
 ME0791* NAD 83(1986) POSITION- 41 30 07.     (N) 086 45 31.     (W)   SCALED
 ME0791* NAVD 88 ORTHO HEIGHT -   228.685 (meters)      750.28  (feet) ADJUSTED
 ME0791  ______________________________________________________________________
 ME0791  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0791  DYNAMIC HEIGHT  -        228.594 (meters)      749.98  (feet) COMP
 ME0791  MODELED GRAVITY -    980,220.5   (mgal)                       NAVD 88
 ME0791
 ME0791  VERT ORDER      -  SECOND    CLASS 0
 ME0791
 ME0791.The horizontal coordinates were scaled from a map and have
 ME0791.an estimated accuracy of +/- 6 seconds.
 ME0791
 ME0791.The orthometric height was determined by differential leveling and
 ME0791.adjusted by the NATIONAL GEODETIC SURVEY
 ME0791.in June 1991.
 ME0791
 ME0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0791.GEOID18 height accuracy estimate available here.
 ME0791
 ME0791.Click photographs - Photos may exist for this station.
 ME0791
 ME0791.The dynamic height is computed by dividing the NAVD 88
 ME0791.geopotential number by the normal gravity value computed on the
 ME0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0791.degrees latitude (g = 980.6199 gals.).
 ME0791
 ME0791.The modeled gravity was interpolated from observed gravity values.
 ME0791
 ME0791;                    North         East    Units  Estimated Accuracy
 ME0791;SPC IN W     -   694,350.      927,110.      MT  (+/- 180 meters Scaled)
 ME0791
 ME0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201945(NAD 83)
 ME0791
 ME0791                          SUPERSEDED SURVEY CONTROL
 ME0791
 ME0791  NGVD 29 (??/??/92)  228.787  (m)          750.61   (f) ADJ UNCH    2 0
 ME0791
 ME0791.Superseded values are not recommended for survey control.
 ME0791
 ME0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0791.See file dsdata.pdf to determine how the superseded data were derived.
 ME0791
 ME0791_MARKER: DB = BENCH MARK DISK
 ME0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0791_STAMPING: A 153 1946
 ME0791_MARK LOGO: CGS
 ME0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0791+STABILITY: SURFACE MOTION
 ME0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0791+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 ME0791
 ME0791  HISTORY     - Date     Condition        Report By
 ME0791  HISTORY     - 1946     MONUMENTED       CGS
 ME0791  HISTORY     - 20140701 GOOD             INDOT
 ME0791
 ME0791                          STATION DESCRIPTION
 ME0791
 ME0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0791'0.4 MI N FROM WELLSBORO.
 ME0791'ABOUT 0.35 MILE NORTH ALONG A TARVIA COUNTY ROAD FROM THE
 ME0791'HUNDING DAIRY CO. PLANT AT WELLSBORO, LA PORTE COUNTY, ABOUT 0.4
 ME0791'MILE NORTH OF THE JUNCTION OF THE ROAD LEADING INTO THE TOWN,
 ME0791'AT THE MARTIN LINDBORG FARM, 29 FEET WEST OF THE CENTER LINE
 ME0791'OF THE ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE NORTH
 ME0791'DRIVEWAY, 4.0 FEET NORTHWEST OF A POLE, 3.0 FEET NORTH OF A
 ME0791'FENCE CORNER, 1.0 FOOT EAST OF THE FENCE, 2.5 FEET SOUTH OF A
 ME0791'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A
 ME0791'BRONZE DISK, STAMPED A 153 1946 AND SET IN THE TOP OF A CONCRETE
 ME0791'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ME0791
 ME0791                          STATION RECOVERY (2014)
 ME0791
 ME0791'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0500 ***********************************************************************
 ME0500  DESIGNATION -  A 154
 ME0500  PID         -  ME0500
 ME0500  STATE/COUNTY-  IN/LA PORTE
 ME0500  COUNTRY     -  US
 ME0500  USGS QUAD   -  HAMLET (2019)
 ME0500
 ME0500                         *CURRENT SURVEY CONTROL
 ME0500  ______________________________________________________________________
 ME0500* NAD 83(1986) POSITION- 41 28 34.     (N) 086 32 47.     (W)   SCALED
 ME0500* NAVD 88 ORTHO HEIGHT -   210.225 (meters)      689.71  (feet) ADJUSTED
 ME0500  ______________________________________________________________________
 ME0500  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME0500  DYNAMIC HEIGHT  -        210.142 (meters)      689.44  (feet) COMP
 ME0500  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 ME0500
 ME0500  VERT ORDER      -  SECOND    CLASS 0
 ME0500
 ME0500.The horizontal coordinates were scaled from a map and have
 ME0500.an estimated accuracy of +/- 6 seconds.
 ME0500
 ME0500.The orthometric height was determined by differential leveling and
 ME0500.adjusted by the NATIONAL GEODETIC SURVEY
 ME0500.in June 1991.
 ME0500
 ME0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0500.GEOID18 height accuracy estimate available here.
 ME0500
 ME0500.Click photographs - Photos may exist for this station.
 ME0500
 ME0500.The dynamic height is computed by dividing the NAVD 88
 ME0500.geopotential number by the normal gravity value computed on the
 ME0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0500.degrees latitude (g = 980.6199 gals.).
 ME0500
 ME0500.The modeled gravity was interpolated from observed gravity values.
 ME0500
 ME0500;                    North         East    Units  Estimated Accuracy
 ME0500;SPC IN W     -   691,570.      944,850.      MT  (+/- 180 meters Scaled)
 ME0500
 ME0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL378917(NAD 83)
 ME0500
 ME0500                          SUPERSEDED SURVEY CONTROL
 ME0500
 ME0500  NGVD 29 (??/??/92)  210.336  (m)          690.08   (f) ADJ UNCH    2 0
 ME0500
 ME0500.Superseded values are not recommended for survey control.
 ME0500
 ME0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0500.See file dsdata.pdf to determine how the superseded data were derived.
 ME0500
 ME0500_MARKER: DB = BENCH MARK DISK
 ME0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0500_STAMPING: A 154 1946
 ME0500_MARK LOGO: CGS
 ME0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0500+STABILITY: SURFACE MOTION
 ME0500
 ME0500  HISTORY     - Date     Condition        Report By
 ME0500  HISTORY     - 1946     MONUMENTED       CGS
 ME0500  HISTORY     - 1987     GOOD             USPSQD
 ME0500
 ME0500                          STATION DESCRIPTION
 ME0500
 ME0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0500'3.2 MI W FROM WALKERTON.
 ME0500'IN LA PORTE COUNTY, ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 6
 ME0500'FROM THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, AT THE WEST
 ME0500'EDGE OF LA SALLE ROADSIDE PARK, 30 FEET NORTH OF THE CENTER LINE
 ME0500'OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE EASTERNMOST
 ME0500'DRIVE INTO THE PARK, 23.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ME0500'OF A BRICK FIRE PLACE, 13.5 FEET SOUTHWEST OF A 20-INCH OAK TREE,
 ME0500'16 FEET EAST OF A 28-INCH TWIN OAK TREE, 1.5 FEET SOUTH OF A
 ME0500'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 ME0500'HIGHWAY.  A BRONZE DISK, STAMPED A 154 1946 AND SET IN THE TOP OF
 ME0500'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0500
 ME0500                          STATION RECOVERY (1987)
 ME0500
 ME0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0811 ***********************************************************************
 ME0811  DESIGNATION -  A 155
 ME0811  PID         -  ME0811
 ME0811  STATE/COUNTY-  IN/LA PORTE
 ME0811  COUNTRY     -  US
 ME0811  USGS QUAD   -  LAPORTE EAST (2019)
 ME0811
 ME0811                         *CURRENT SURVEY CONTROL
 ME0811  ______________________________________________________________________
 ME0811* NAD 83(1986) POSITION- 41 35 30.72   (N) 086 39 37.85   (W)   HD_HELD1
 ME0811* NAVD 88 ORTHO HEIGHT -   238.134 (meters)      781.28  (feet) ADJUSTED
 ME0811  ______________________________________________________________________
 ME0811  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 ME0811  DYNAMIC HEIGHT  -        238.040 (meters)      780.97  (feet) COMP
 ME0811  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 ME0811
 ME0811  VERT ORDER      -  SECOND    CLASS 0
 ME0811
 ME0811.The horizontal coordinates were determined by differentially corrected
 ME0811.hand held GPS observations or other comparable positioning techniques
 ME0811.and have an estimated accuracy of +/- 3 meters.
 ME0811
 ME0811.The orthometric height was determined by differential leveling and
 ME0811.adjusted by the NATIONAL GEODETIC SURVEY
 ME0811.in June 1991.
 ME0811
 ME0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0811.GEOID18 height accuracy estimate available here.
 ME0811
 ME0811.Click photographs - Photos may exist for this station.
 ME0811
 ME0811.The dynamic height is computed by dividing the NAVD 88
 ME0811.geopotential number by the normal gravity value computed on the
 ME0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0811.degrees latitude (g = 980.6199 gals.).
 ME0811
 ME0811.The modeled gravity was interpolated from observed gravity values.
 ME0811
 ME0811;                    North         East    Units  Estimated Accuracy
 ME0811;SPC IN W     -   704,374.8     935,252.7     MT  (+/- 3 meters HH1 GPS) 
 ME0811
 ME0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2829404518(NAD 83)
 ME0811
 ME0811                          SUPERSEDED SURVEY CONTROL
 ME0811
 ME0811  NGVD 29 (??/??/92)  238.237  (m)          781.62   (f) ADJ UNCH    2 0
 ME0811
 ME0811.Superseded values are not recommended for survey control.
 ME0811
 ME0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0811.See file dsdata.pdf to determine how the superseded data were derived.
 ME0811
 ME0811_MARKER: DB = BENCH MARK DISK
 ME0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0811_STAMPING: A 155 1946
 ME0811_MARK LOGO: CGS
 ME0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0811+STABILITY: SURFACE MOTION
 ME0811
 ME0811  HISTORY     - Date     Condition        Report By
 ME0811  HISTORY     - 1946     MONUMENTED       CGS
 ME0811
 ME0811                          STATION DESCRIPTION
 ME0811
 ME0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0811'3.6 MI SE FROM LA PORTE.
 ME0811'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0811'HOUSE AT LA PORTE, AT THE CROSSING OF THE NEW YORK, CHICAGO AND
 ME0811'ST. LOUIS RAILROAD, 40 FEET NORTH OF THE CENTER LINE OF THE
 ME0811'HIGHWAY, 56 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 ME0811'50 FEET NORTHWEST OF A FENCE CORNER, 21 FEET NORTH OF A TELEPHONE
 ME0811'POLE, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 ME0811'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ME0811'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0747 ***********************************************************************
 ME0747  DESIGNATION -  A 156
 ME0747  PID         -  ME0747
 ME0747  STATE/COUNTY-  IN/JASPER
 ME0747  COUNTRY     -  US
 ME0747  USGS QUAD   -  MEDARYVILLE (2019)
 ME0747
 ME0747                         *CURRENT SURVEY CONTROL
 ME0747  ______________________________________________________________________
 ME0747* NAD 83(1986) POSITION- 41 06 00.     (N) 086 59 52.     (W)   SCALED
 ME0747* NAVD 88 ORTHO HEIGHT -   210.029 (meters)      689.07  (feet) ADJUSTED
 ME0747  ______________________________________________________________________
 ME0747  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0747  DYNAMIC HEIGHT  -        209.937 (meters)      688.77  (feet) COMP
 ME0747  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 ME0747
 ME0747  VERT ORDER      -  SECOND    CLASS 0
 ME0747
 ME0747.The horizontal coordinates were scaled from a map and have
 ME0747.an estimated accuracy of +/- 6 seconds.
 ME0747
 ME0747.The orthometric height was determined by differential leveling and
 ME0747.adjusted by the NATIONAL GEODETIC SURVEY
 ME0747.in June 1991.
 ME0747
 ME0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0747.GEOID18 height accuracy estimate available here.
 ME0747
 ME0747.Click photographs - Photos may exist for this station.
 ME0747
 ME0747.The dynamic height is computed by dividing the NAVD 88
 ME0747.geopotential number by the normal gravity value computed on the
 ME0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0747.degrees latitude (g = 980.6199 gals.).
 ME0747
 ME0747.The modeled gravity was interpolated from observed gravity values.
 ME0747
 ME0747;                    North         East    Units  Estimated Accuracy
 ME0747;SPC IN W     -   649,670.      907,190.      MT  (+/- 180 meters Scaled)
 ME0747
 ME0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL001498(NAD 83)
 ME0747
 ME0747                          SUPERSEDED SURVEY CONTROL
 ME0747
 ME0747  NGVD 29 (??/??/92)  210.124  (m)          689.38   (f) ADJ UNCH    2 0
 ME0747
 ME0747.Superseded values are not recommended for survey control.
 ME0747
 ME0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0747.See file dsdata.pdf to determine how the superseded data were derived.
 ME0747
 ME0747_MARKER: DB = BENCH MARK DISK
 ME0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0747_STAMPING: A 156 1946
 ME0747_MARK LOGO: CGS
 ME0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0747+STABILITY: SURFACE MOTION
 ME0747
 ME0747  HISTORY     - Date     Condition        Report By
 ME0747  HISTORY     - 1946     MONUMENTED       CGS
 ME0747  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME0747
 ME0747                          STATION DESCRIPTION
 ME0747
 ME0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0747'7.4 MI NW FROM MEDARYVILLE.
 ME0747'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0747'BUILDING AT MEDARYVILLE, THENCE 5.5 MILES WEST AND 0.5 MILE
 ME0747'SOUTH ALONG GRAVEL ROADS, 0.5 MILE SOUTH OF THE ROAD JUNCTION OF
 ME0747'ASPHAULTUM, AT THE JUNCTION OF THE NORTH-SOUTH ROAD WITH A ROAD
 ME0747'LEADING WEST, 51 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0747'ROAD, 27 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 ME0747'23 FEET WEST OF POWER POLE NUMBER BO 178, 24.5 FEET WEST OF A
 ME0747'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 ME0747'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME0747'INCHES.  NOTE-- JASPER-PULASI COUNTY LINE.
 ME0747
 ME0747                          STATION RECOVERY (2012)
 ME0747
 ME0747'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME0747'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1382 ***********************************************************************
 ME1382  DESIGNATION -  A 157
 ME1382  PID         -  ME1382
 ME1382  STATE/COUNTY-  IN/JASPER
 ME1382  COUNTRY     -  US
 ME1382  USGS QUAD   -  PARR (2019)
 ME1382
 ME1382                         *CURRENT SURVEY CONTROL
 ME1382  ______________________________________________________________________
 ME1382* NAD 83(1986) POSITION- 41 06 02.     (N) 087 10 47.     (W)   SCALED
 ME1382* NAVD 88 ORTHO HEIGHT -   210.049 (meters)      689.14  (feet) ADJUSTED
 ME1382  ______________________________________________________________________
 ME1382  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 ME1382  DYNAMIC HEIGHT  -        209.959 (meters)      688.84  (feet) COMP
 ME1382  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME1382
 ME1382  VERT ORDER      -  SECOND    CLASS 0
 ME1382
 ME1382.The horizontal coordinates were scaled from a map and have
 ME1382.an estimated accuracy of +/- 6 seconds.
 ME1382
 ME1382.The orthometric height was determined by differential leveling and
 ME1382.adjusted by the NATIONAL GEODETIC SURVEY
 ME1382.in June 1991.
 ME1382
 ME1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1382.GEOID18 height accuracy estimate available here.
 ME1382
 ME1382.Click photographs - Photos may exist for this station.
 ME1382
 ME1382.The dynamic height is computed by dividing the NAVD 88
 ME1382.geopotential number by the normal gravity value computed on the
 ME1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1382.degrees latitude (g = 980.6199 gals.).
 ME1382
 ME1382.The modeled gravity was interpolated from observed gravity values.
 ME1382
 ME1382;                    North         East    Units  Estimated Accuracy
 ME1382;SPC IN W     -   649,730.      891,900.      MT  (+/- 180 meters Scaled)
 ME1382
 ME1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL849499(NAD 83)
 ME1382
 ME1382                          SUPERSEDED SURVEY CONTROL
 ME1382
 ME1382  NGVD 29 (??/??/92)  210.137  (m)          689.42   (f) ADJ UNCH    2 0
 ME1382
 ME1382.Superseded values are not recommended for survey control.
 ME1382
 ME1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1382.See file dsdata.pdf to determine how the superseded data were derived.
 ME1382
 ME1382_MARKER: DB = BENCH MARK DISK
 ME1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1382_STAMPING: A 157 1946
 ME1382_MARK LOGO: CGS
 ME1382_PROJECTION: FLUSH
 ME1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1382+STABILITY: SURFACE MOTION
 ME1382
 ME1382  HISTORY     - Date     Condition        Report By
 ME1382  HISTORY     - 1946     MONUMENTED       CGS
 ME1382  HISTORY     - 1968     GOOD             CGS
 ME1382  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1382  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1382
 ME1382                          STATION DESCRIPTION
 ME1382
 ME1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1382'1 MI S FROM VIRGIE.
 ME1382'ABOUT 1.0 MILE SOUTH ON CO. RD. 700 W FROM THE CROSS ROADS AT
 ME1382'VIRGIE, AT THE T JUNCTION WITH A GRAVEL ROAD LEADING WEST, 0.1
 ME1382'MILE NORTH OF THE T JUNCTION WITH A ROAD LEADING EAST, 16 FEET
 ME1382'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, IN LINE WITH THE
 ME1382'CENTER LINE OF THE ROAD LEADING WEST, 3 FEET WEST OF A T FENCE
 ME1382'CORNER, 4.5 FEET SOUTH OF A POWER LINE POLE AND ABOUT LEVEL WITH
 ME1382'THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 ME1382'ONE FOOT NORTH OF A METAL WITNESS POST.
 ME1382
 ME1382                          STATION RECOVERY (1968)
 ME1382
 ME1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1382'RECOVERED IN GOOD CONDITION.
 ME1382
 ME1382                          STATION RECOVERY (2008)
 ME1382
 ME1382'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1382'MARK NOT FOUND.
 ME1382
 ME1382                          STATION RECOVERY (2012)
 ME1382
 ME1382'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1049 ***********************************************************************
 MD1049  DESIGNATION -  A 158
 MD1049  PID         -  MD1049
 MD1049  STATE/COUNTY-  IN/KOSCIUSKO
 MD1049  COUNTRY     -  US
 MD1049  USGS QUAD   -  LEESBURG (2019)
 MD1049
 MD1049                         *CURRENT SURVEY CONTROL
 MD1049  ______________________________________________________________________
 MD1049* NAD 83(1986) POSITION- 41 17 03.     (N) 085 51 01.     (W)   SCALED
 MD1049* NAVD 88 ORTHO HEIGHT -   254.989 (meters)      836.58  (feet) ADJUSTED
 MD1049  ______________________________________________________________________
 MD1049  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 MD1049  DYNAMIC HEIGHT  -        254.882 (meters)      836.23  (feet) COMP
 MD1049  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 MD1049
 MD1049  VERT ORDER      -  FIRST     CLASS II
 MD1049
 MD1049.The horizontal coordinates were scaled from a map and have
 MD1049.an estimated accuracy of +/- 6 seconds.
 MD1049
 MD1049.The orthometric height was determined by differential leveling and
 MD1049.adjusted by the NATIONAL GEODETIC SURVEY
 MD1049.in June 1991.
 MD1049
 MD1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1049.GEOID18 height accuracy estimate available here.
 MD1049
 MD1049.Click photographs - Photos may exist for this station.
 MD1049
 MD1049.The dynamic height is computed by dividing the NAVD 88
 MD1049.geopotential number by the normal gravity value computed on the
 MD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1049.degrees latitude (g = 980.6199 gals.).
 MD1049
 MD1049.The modeled gravity was interpolated from observed gravity values.
 MD1049
 MD1049;                    North         East    Units  Estimated Accuracy
 MD1049;SPC IN E     -   670,130.       84,620.      MT  (+/- 180 meters Scaled)
 MD1049
 MD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962709(NAD 83)
 MD1049
 MD1049                          SUPERSEDED SURVEY CONTROL
 MD1049
 MD1049  NGVD 29 (??/??/92)  255.121  (m)          837.01   (f) ADJ UNCH    1 2
 MD1049
 MD1049.Superseded values are not recommended for survey control.
 MD1049
 MD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1049.See file dsdata.pdf to determine how the superseded data were derived.
 MD1049
 MD1049_MARKER: DB = BENCH MARK DISK
 MD1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1049_STAMPING: A 158 1946
 MD1049_MARK LOGO: CGS
 MD1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1049+STABILITY: SURFACE MOTION
 MD1049
 MD1049  HISTORY     - Date     Condition        Report By
 MD1049  HISTORY     - 1946     MONUMENTED       CGS
 MD1049  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1049
 MD1049                          STATION DESCRIPTION
 MD1049
 MD1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1049'3.4 MI N FROM WARSAW.
 MD1049'3.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1049'STATION AT WARSAW, ABOUT 3.4 MILES SOUTH OF THE STATION AT
 MD1049'LEESBURG, AT A PAVED ROAD CROSSING, 62.5 FEET SOUTHWEST OF AND
 MD1049'ACROSS THE TRACK FROM POLE NO. 76/18, 34 FEET SOUTH OF THE
 MD1049'CENTER LINE OF THE PAVED ROAD, 29.5 FEET WEST OF THE WEST RAIL
 MD1049'OF THE TRACK, 11.7 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF
 MD1049'THE FENCE LINE, ABOUT 1.5 FOOT BELOW THE TRACK, AND SET IN THE
 MD1049'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1049
 MD1049                          STATION RECOVERY (1993)
 MD1049
 MD1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1049'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1187 ***********************************************************************
 MD1187  DESIGNATION -  A 159
 MD1187  PID         -  MD1187
 MD1187  STATE/COUNTY-  IN/NOBLE
 MD1187  COUNTRY     -  US
 MD1187  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1187
 MD1187                         *CURRENT SURVEY CONTROL
 MD1187  ______________________________________________________________________
 MD1187* NAD 83(1986) POSITION- 41 27 06.     (N) 085 38 38.     (W)   SCALED
 MD1187* NAVD 88 ORTHO HEIGHT -   272.907 (meters)      895.36  (feet) ADJUSTED
 MD1187  ______________________________________________________________________
 MD1187  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 MD1187  DYNAMIC HEIGHT  -        272.795 (meters)      894.99  (feet) COMP
 MD1187  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 MD1187
 MD1187  VERT ORDER      -  SECOND    CLASS 0
 MD1187
 MD1187.The horizontal coordinates were scaled from a map and have
 MD1187.an estimated accuracy of +/- 6 seconds.
 MD1187
 MD1187.The orthometric height was determined by differential leveling and
 MD1187.adjusted by the NATIONAL GEODETIC SURVEY
 MD1187.in June 1991.
 MD1187
 MD1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1187.GEOID18 height accuracy estimate available here.
 MD1187
 MD1187.Click photographs - Photos may exist for this station.
 MD1187
 MD1187.The dynamic height is computed by dividing the NAVD 88
 MD1187.geopotential number by the normal gravity value computed on the
 MD1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1187.degrees latitude (g = 980.6199 gals.).
 MD1187
 MD1187.The modeled gravity was interpolated from observed gravity values.
 MD1187
 MD1187;                    North         East    Units  Estimated Accuracy
 MD1187;SPC IN E     -   688,720.      101,900.      MT  (+/- 180 meters Scaled)
 MD1187
 MD1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL132897(NAD 83)
 MD1187
 MD1187                          SUPERSEDED SURVEY CONTROL
 MD1187
 MD1187  NGVD 29 (??/??/92)  273.035  (m)          895.78   (f) ADJ UNCH    2 0
 MD1187
 MD1187.Superseded values are not recommended for survey control.
 MD1187
 MD1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1187.See file dsdata.pdf to determine how the superseded data were derived.
 MD1187
 MD1187_MARKER: DB = BENCH MARK DISK
 MD1187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1187_SP_SET: CULVERT HEADWALL
 MD1187_STAMPING: A 159 1946
 MD1187_MARK LOGO: CGS
 MD1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1187+STABILITY: SURFACE MOTION
 MD1187
 MD1187  HISTORY     - Date     Condition        Report By
 MD1187  HISTORY     - 1946     MONUMENTED       CGS
 MD1187  HISTORY     - 1961     GOOD             CGS
 MD1187
 MD1187                          STATION DESCRIPTION
 MD1187
 MD1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1187'3 MI W FROM LIGONIER.
 MD1187'ABOUT 1.0 MILES S ALONG NO. 33 U.S. HIGHWAY (S. CAVIN STREET)
 MD1187'FROM THE POST OFFICE IN LIGONIER, THENCE 3.0 MILES W ALONG NO. 6
 MD1187'U.S. HWY. TO MARK ON THE RIGHT, ABOUT 0.5 MILE E OF THE ELKHART-NOBLE
 MD1187'COUNTY LINE, AT E-W AND N ROAD T-INTERSECTION, 40-1/2 FEET N OF
 MD1187'CENTER LINE OF HWY., ABOUT LEVEL WITH SAME, 18 FEET W OF CENTER
 MD1187'LINE OF GRAVEL ROAD, IN A DRILL HOLE 1.0 FEET S OF N END OF A
 MD1187'6-1/2-FOOT WIDELY-OPEN-V-SHAPE CONCRETE HEADWALL OF A 14-INCH
 MD1187'PIPE CULVERT UNDER THE GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1051 ***********************************************************************
 MD1051  DESIGNATION -  A 160
 MD1051  PID         -  MD1051
 MD1051  STATE/COUNTY-  IN/KOSCIUSKO
 MD1051  COUNTRY     -  US
 MD1051  USGS QUAD   -  LEESBURG (2019)
 MD1051
 MD1051                         *CURRENT SURVEY CONTROL
 MD1051  ______________________________________________________________________
 MD1051* NAD 83(1986) POSITION- 41 17 31.     (N) 085 51 28.     (W)   SCALED
 MD1051* NAVD 88 ORTHO HEIGHT -   253.809 (meters)      832.71  (feet) ADJUSTED
 MD1051  ______________________________________________________________________
 MD1051  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 MD1051  DYNAMIC HEIGHT  -        253.703 (meters)      832.36  (feet) COMP
 MD1051  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 MD1051
 MD1051  VERT ORDER      -  FIRST     CLASS II
 MD1051
 MD1051.The horizontal coordinates were scaled from a map and have
 MD1051.an estimated accuracy of +/- 6 seconds.
 MD1051
 MD1051.The orthometric height was determined by differential leveling and
 MD1051.adjusted by the NATIONAL GEODETIC SURVEY
 MD1051.in June 1991.
 MD1051
 MD1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1051.GEOID18 height accuracy estimate available here.
 MD1051
 MD1051.Click photographs - Photos may exist for this station.
 MD1051
 MD1051.The dynamic height is computed by dividing the NAVD 88
 MD1051.geopotential number by the normal gravity value computed on the
 MD1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1051.degrees latitude (g = 980.6199 gals.).
 MD1051
 MD1051.The modeled gravity was interpolated from observed gravity values.
 MD1051
 MD1051;                    North         East    Units  Estimated Accuracy
 MD1051;SPC IN E     -   671,000.       83,990.      MT  (+/- 180 meters Scaled)
 MD1051
 MD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL956717(NAD 83)
 MD1051
 MD1051                          SUPERSEDED SURVEY CONTROL
 MD1051
 MD1051  NGVD 29 (??/??/92)  253.940  (m)          833.13   (f) ADJ UNCH    1 2
 MD1051
 MD1051.Superseded values are not recommended for survey control.
 MD1051
 MD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1051.See file dsdata.pdf to determine how the superseded data were derived.
 MD1051
 MD1051_MARKER: DB = BENCH MARK DISK
 MD1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1051_STAMPING: A 160 1946
 MD1051_MARK LOGO: CGS
 MD1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1051+STABILITY: SURFACE MOTION
 MD1051
 MD1051  HISTORY     - Date     Condition        Report By
 MD1051  HISTORY     - 1946     MONUMENTED       CGS
 MD1051  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1051  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1051
 MD1051                          STATION DESCRIPTION
 MD1051
 MD1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1051'2.8 MI S FROM LEESBURG.
 MD1051'2.8 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MAIN STREET
 MD1051'CROSSING AT LEESBURG, ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY
 MD1051'15 FROM THE NEW YORK CENTRAL RAILROAD STATION AT WARSAW, AT THE
 MD1051'ENTRANCE TO THE VICTORY AIR FIELD, 100.5 FEET NORTH OF THE
 MD1051'NORTHEAST CORNER OF THE OFFICE BUILDING, 39 FEET WEST OF THE
 MD1051'CENTER LINE OF STATE HIGHWAY 15, 310 FEET NORTH OF THE CENTER
 MD1051'LINE OF A PAVED ROAD LEADING WEST, 2.5 FEET SOUTHWEST OF TELEPHONE
 MD1051'POLE NO. 183, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 MD1051'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MD1051'PROJECTING 4 INCHES.  NOTE-- VICTORY AIR FIELD NOW CALLED SMITH
 MD1051'FIELD.
 MD1051
 MD1051                          STATION RECOVERY (1989)
 MD1051
 MD1051'RECOVERY NOTE BY US POWER SQUADRON 1989 (JNC)
 MD1051'MARK NOT FOUND.
 MD1051
 MD1051                          STATION RECOVERY (1993)
 MD1051
 MD1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1051'THE OLD AIRPORT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0873 ***********************************************************************
 MD0873  DESIGNATION -  A 162
 MD0873  PID         -  MD0873
 MD0873  STATE/COUNTY-  IN/NOBLE
 MD0873  COUNTRY     -  US
 MD0873  USGS QUAD   -  GARRETT (2019)
 MD0873
 MD0873                         *CURRENT SURVEY CONTROL
 MD0873  ______________________________________________________________________
 MD0873* NAD 83(1986) POSITION- 41 21 54.     (N) 085 13 01.     (W)   SCALED
 MD0873* NAVD 88 ORTHO HEIGHT -   284.087 (meters)      932.04  (feet) ADJUSTED
 MD0873  ______________________________________________________________________
 MD0873  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 MD0873  DYNAMIC HEIGHT  -        283.975 (meters)      931.67  (feet) COMP
 MD0873  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 MD0873
 MD0873  VERT ORDER      -  SECOND    CLASS 0
 MD0873
 MD0873.The horizontal coordinates were scaled from a map and have
 MD0873.an estimated accuracy of +/- 6 seconds.
 MD0873
 MD0873.The orthometric height was determined by differential leveling and
 MD0873.adjusted by the NATIONAL GEODETIC SURVEY
 MD0873.in June 1991.
 MD0873
 MD0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0873.GEOID18 height accuracy estimate available here.
 MD0873
 MD0873.Click photographs - Photos may exist for this station.
 MD0873
 MD0873.The dynamic height is computed by dividing the NAVD 88
 MD0873.geopotential number by the normal gravity value computed on the
 MD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0873.degrees latitude (g = 980.6199 gals.).
 MD0873
 MD0873.The modeled gravity was interpolated from observed gravity values.
 MD0873
 MD0873;                    North         East    Units  Estimated Accuracy
 MD0873;SPC IN E     -   679,190.      137,630.      MT  (+/- 180 meters Scaled)
 MD0873
 MD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL491808(NAD 83)
 MD0873
 MD0873                          SUPERSEDED SURVEY CONTROL
 MD0873
 MD0873  NGVD 29 (??/??/92)  284.232  (m)          932.52   (f) ADJ UNCH    2 0
 MD0873
 MD0873.Superseded values are not recommended for survey control.
 MD0873
 MD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0873.See file dsdata.pdf to determine how the superseded data were derived.
 MD0873
 MD0873_MARKER: DB = BENCH MARK DISK
 MD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0873_STAMPING: A 162 1946
 MD0873_MARK LOGO: CGS
 MD0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0873+STABILITY: SURFACE MOTION
 MD0873
 MD0873  HISTORY     - Date     Condition        Report By
 MD0873  HISTORY     - 1946     MONUMENTED       CGS
 MD0873  HISTORY     - 1962     GOOD             CGS
 MD0873
 MD0873                          STATION DESCRIPTION
 MD0873
 MD0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0873'1.2 MI E FROM AVILLA.
 MD0873'ABOUT 1.2 MILES E ALONG NO. 8 INDIANA HWY. FROM ITS JUNCTION
 MD0873'WITH NO. 3 INDIANA HWY. AT THE MAIN CORNER IN AVILLA,
 MD0873'APPROXIMATELY 135 YARDS E OF A 4-FOOT PIPE CULVERT, 42 FEET N
 MD0873'OF CENTER LINE OF HWY., 1.9 FEET LOWER THAN SAME, 17.5 FEET W
 MD0873'OF FENCE T-INTERSECTION, 7.5 FEET E OF A TELEPHONE POLE, ONE FOOT
 MD0873'S OF FENCE, 1.5 FEET W OF STEEL WITNESS POST, AND PROJECTING
 MD0873'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0858 ***********************************************************************
 MD0858  DESIGNATION -  A 163
 MD0858  PID         -  MD0858
 MD0858  STATE/COUNTY-  IN/NOBLE
 MD0858  COUNTRY     -  US
 MD0858  USGS QUAD   -  GARRETT (2019)
 MD0858
 MD0858                         *CURRENT SURVEY CONTROL
 MD0858  ______________________________________________________________________
 MD0858* NAD 83(1986) POSITION- 41 17 46.     (N) 085 11 56.     (W)   SCALED
 MD0858* NAVD 88 ORTHO HEIGHT -   263.329 (meters)      863.94  (feet) ADJUSTED
 MD0858  ______________________________________________________________________
 MD0858  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 MD0858  DYNAMIC HEIGHT  -        263.225 (meters)      863.60  (feet) COMP
 MD0858  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 MD0858
 MD0858  VERT ORDER      -  SECOND    CLASS 0
 MD0858
 MD0858.The horizontal coordinates were scaled from a map and have
 MD0858.an estimated accuracy of +/- 6 seconds.
 MD0858
 MD0858.The orthometric height was determined by differential leveling and
 MD0858.adjusted by the NATIONAL GEODETIC SURVEY
 MD0858.in June 1991.
 MD0858
 MD0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0858.GEOID18 height accuracy estimate available here.
 MD0858
 MD0858.Click photographs - Photos may exist for this station.
 MD0858
 MD0858.The dynamic height is computed by dividing the NAVD 88
 MD0858.geopotential number by the normal gravity value computed on the
 MD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0858.degrees latitude (g = 980.6199 gals.).
 MD0858
 MD0858.The modeled gravity was interpolated from observed gravity values.
 MD0858
 MD0858;                    North         East    Units  Estimated Accuracy
 MD0858;SPC IN E     -   671,550.      139,180.      MT  (+/- 180 meters Scaled)
 MD0858
 MD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL507731(NAD 83)
 MD0858
 MD0858                          SUPERSEDED SURVEY CONTROL
 MD0858
 MD0858  NGVD 29 (??/??/92)  263.477  (m)          864.42   (f) ADJ UNCH    2 0
 MD0858
 MD0858.Superseded values are not recommended for survey control.
 MD0858
 MD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0858.See file dsdata.pdf to determine how the superseded data were derived.
 MD0858
 MD0858_MARKER: DB = BENCH MARK DISK
 MD0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0858_STAMPING: A 163 1946
 MD0858_MARK LOGO: CGS
 MD0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0858+STABILITY: SURFACE MOTION
 MD0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0858+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2013
 MD0858
 MD0858  HISTORY     - Date     Condition        Report By
 MD0858  HISTORY     - 1946     MONUMENTED       CGS
 MD0858  HISTORY     - 1962     GOOD             CGS
 MD0858  HISTORY     - 20131210 GOOD             INDIV
 MD0858
 MD0858                          STATION DESCRIPTION
 MD0858
 MD0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0858'0.4 MI N FROM LAOTTO.
 MD0858'ABOUT 0.4 MILE N ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION
 MD0858'WITH NO. 205 INDIANA HWY. IN LAOTTO, AT A CROSSROADS, 81 FEET S
 MD0858'OF CENTER LINE OF GRAVELED NO. 375 S COUNTY ROAD, 38 FEET E OF
 MD0858'CENTER LINE OF 22-FOOT HWY. PAVEMENT, 27.5 FEET S OF A HWY. R/W
 MD0858'MARKER, 3.0 FEET S OF NO. 90/160 POWER POLE, 0.5 FOOT HIGHER
 MD0858'THAN CENTER OF THE HWY., AND 1.5 FEET N OF STEEL WITNESS POST,
 MD0858'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0858
 MD0858                          STATION RECOVERY (2013)
 MD0858
 MD0858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DAB)
 MD0858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1163 ***********************************************************************
 MD1163  DESIGNATION -  A 164
 MD1163  PID         -  MD1163
 MD1163  STATE/COUNTY-  IN/NOBLE
 MD1163  COUNTRY     -  US
 MD1163  USGS QUAD   -  ORMAS (2019)
 MD1163
 MD1163                         *CURRENT SURVEY CONTROL
 MD1163  ______________________________________________________________________
 MD1163* NAD 83(1986) POSITION- 41 20 05.     (N) 085 34 29.     (W)   SCALED
 MD1163* NAVD 88 ORTHO HEIGHT -   284.224 (meters)      932.49  (feet) ADJUSTED
 MD1163  ______________________________________________________________________
 MD1163  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 MD1163  DYNAMIC HEIGHT  -        284.105 (meters)      932.10  (feet) COMP
 MD1163  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 MD1163
 MD1163  VERT ORDER      -  SECOND    CLASS 0
 MD1163
 MD1163.The horizontal coordinates were scaled from a map and have
 MD1163.an estimated accuracy of +/- 6 seconds.
 MD1163
 MD1163.The orthometric height was determined by differential leveling and
 MD1163.adjusted by the NATIONAL GEODETIC SURVEY
 MD1163.in June 1991.
 MD1163
 MD1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1163.GEOID18 height accuracy estimate available here.
 MD1163
 MD1163.Click photographs - Photos may exist for this station.
 MD1163
 MD1163.The dynamic height is computed by dividing the NAVD 88
 MD1163.geopotential number by the normal gravity value computed on the
 MD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1163.degrees latitude (g = 980.6199 gals.).
 MD1163
 MD1163.The modeled gravity was interpolated from observed gravity values.
 MD1163
 MD1163;                    North         East    Units  Estimated Accuracy
 MD1163;SPC IN E     -   675,730.      107,700.      MT  (+/- 180 meters Scaled)
 MD1163
 MD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL192768(NAD 83)
 MD1163
 MD1163                          SUPERSEDED SURVEY CONTROL
 MD1163
 MD1163  NGVD 29 (??/??/92)  284.356  (m)          932.92   (f) ADJ UNCH    2 0
 MD1163
 MD1163.Superseded values are not recommended for survey control.
 MD1163
 MD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1163.See file dsdata.pdf to determine how the superseded data were derived.
 MD1163
 MD1163_MARKER: DB = BENCH MARK DISK
 MD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1163_STAMPING: A 164 1946
 MD1163_MARK LOGO: CGS
 MD1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1163+STABILITY: SURFACE MOTION
 MD1163
 MD1163  HISTORY     - Date     Condition        Report By
 MD1163  HISTORY     - 1946     MONUMENTED       CGS
 MD1163  HISTORY     - 1961     GOOD             CGS
 MD1163
 MD1163                          STATION DESCRIPTION
 MD1163
 MD1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1163'6.1 MI S FROM KIMMELL.
 MD1163'ABOUT 1.1 MILES SOUTHERLY ALONG NO. 33 U.S. HIGHWAY FROM THE
 MD1163'BRIDGE OVER R.R. ON W EDGE OF KIMMELL, THENCE S FOR 3.3 MILES,
 MD1163'THENCE 0.8 MILE W TO CHURCH AND CEMETERY, THENCE 0.9 MILE
 MD1163'SOUTHWESTERLY TO CROSSROADS AND THE MARK ON THE RIGHT, 1.1 MILES
 MD1163'N OF BENCH MARK B 164, 67 FEET NNW AND ACROSS ROAD FROM NO. F179F13
 MD1163'POWER POLE, 44 FEET W OF CENTER LINE OF ONE ROAD, 32 FEET N OF
 MD1163'CENTER LINE OF THE OTHER, 2 FEET HIGHER THAN THE INTERSECTION, 33
 MD1163'FEET SE OF SE CORNER OF CONCRETE FOUNDATION OF A BARN, 1.6 FEET
 MD1163'W OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0908 ***********************************************************************
 MD0908  DESIGNATION -  A 165
 MD0908  PID         -  MD0908
 MD0908  STATE/COUNTY-  IN/NOBLE
 MD0908  COUNTRY     -  US
 MD0908  USGS QUAD   -  MERRIAM (2019)
 MD0908
 MD0908                         *CURRENT SURVEY CONTROL
 MD0908  ______________________________________________________________________
 MD0908* NAD 83(1986) POSITION- 41 18 18.     (N) 085 25 57.     (W)   SCALED
 MD0908* NAVD 88 ORTHO HEIGHT -   282.325 (meters)      926.26  (feet) ADJUSTED
 MD0908  ______________________________________________________________________
 MD0908  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 MD0908  DYNAMIC HEIGHT  -        282.213 (meters)      925.89  (feet) COMP
 MD0908  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 MD0908
 MD0908  VERT ORDER      -  SECOND    CLASS 0
 MD0908
 MD0908.The horizontal coordinates were scaled from a map and have
 MD0908.an estimated accuracy of +/- 6 seconds.
 MD0908
 MD0908.The orthometric height was determined by differential leveling and
 MD0908.adjusted by the NATIONAL GEODETIC SURVEY
 MD0908.in June 1991.
 MD0908
 MD0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0908.GEOID18 height accuracy estimate available here.
 MD0908
 MD0908.Click photographs - Photos may exist for this station.
 MD0908
 MD0908.The dynamic height is computed by dividing the NAVD 88
 MD0908.geopotential number by the normal gravity value computed on the
 MD0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0908.degrees latitude (g = 980.6199 gals.).
 MD0908
 MD0908.The modeled gravity was interpolated from observed gravity values.
 MD0908
 MD0908;                    North         East    Units  Estimated Accuracy
 MD0908;SPC IN E     -   672,460.      119,610.      MT  (+/- 180 meters Scaled)
 MD0908
 MD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL312738(NAD 83)
 MD0908
 MD0908                          SUPERSEDED SURVEY CONTROL
 MD0908
 MD0908  NGVD 29 (??/??/92)  282.471  (m)          926.74   (f) ADJ UNCH    2 0
 MD0908
 MD0908.Superseded values are not recommended for survey control.
 MD0908
 MD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0908.See file dsdata.pdf to determine how the superseded data were derived.
 MD0908
 MD0908_MARKER: DB = BENCH MARK DISK
 MD0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0908_STAMPING: A 165 1946
 MD0908_MARK LOGO: CGS
 MD0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0908+STABILITY: SURFACE MOTION
 MD0908
 MD0908  HISTORY     - Date     Condition        Report By
 MD0908  HISTORY     - 1946     MONUMENTED       CGS
 MD0908  HISTORY     - 1962     GOOD             CGS
 MD0908  HISTORY     - 1966     GOOD             CGS
 MD0908
 MD0908                          STATION DESCRIPTION
 MD0908
 MD0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0908'1.3 MI N FROM MERRIAM.
 MD0908'ABOUT 1.3 MILES N ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION
 MD0908'WITH NO. 33 U.S. HWY. AT MERRIAM, JUST S OF THE NW CORNER OF A
 MD0908'CEMETERY, 61.5 FEET W OF TOMBSTONE OF HENRY L BUSZ, 21 FEET ENE
 MD0908'OF CENTER LINE OF HWY., 0.5 FOOT LOWER THAN SAME, ON PROJECTED
 MD0908'LINE OF A FENCE FROM W, AND PROJECTING 0.3 FOOT ABOVE GROUND.
 MD0908
 MD0908                          STATION RECOVERY (1966)
 MD0908
 MD0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0207 ***********************************************************************
 ME0207  DESIGNATION -  A 166
 ME0207  PID         -  ME0207
 ME0207  STATE/COUNTY-  IN/MARSHALL
 ME0207  COUNTRY     -  US
 ME0207  USGS QUAD   -  WALKERTON (2019)
 ME0207
 ME0207                         *CURRENT SURVEY CONTROL
 ME0207  ______________________________________________________________________
 ME0207* NAD 83(1986) POSITION- 41 26 52.     (N) 086 26 04.     (W)   SCALED
 ME0207* NAVD 88 ORTHO HEIGHT -   221.596 (meters)      727.02  (feet) ADJUSTED
 ME0207  ______________________________________________________________________
 ME0207  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0207  DYNAMIC HEIGHT  -        221.507 (meters)      726.73  (feet) COMP
 ME0207  MODELED GRAVITY -    980,217.0   (mgal)                       NAVD 88
 ME0207
 ME0207  VERT ORDER      -  SECOND    CLASS 0
 ME0207
 ME0207.The horizontal coordinates were scaled from a map and have
 ME0207.an estimated accuracy of +/- 6 seconds.
 ME0207
 ME0207.The orthometric height was determined by differential leveling and
 ME0207.adjusted by the NATIONAL GEODETIC SURVEY
 ME0207.in June 1991.
 ME0207
 ME0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0207.GEOID18 height accuracy estimate available here.
 ME0207
 ME0207.Click photographs - Photos may exist for this station.
 ME0207
 ME0207.The dynamic height is computed by dividing the NAVD 88
 ME0207.geopotential number by the normal gravity value computed on the
 ME0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0207.degrees latitude (g = 980.6199 gals.).
 ME0207
 ME0207.The modeled gravity was interpolated from observed gravity values.
 ME0207
 ME0207;                    North         East    Units  Estimated Accuracy
 ME0207;SPC IN E     -   688,570.       35,840.      MT  (+/- 180 meters Scaled)
 ME0207
 ME0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL472886(NAD 83)
 ME0207
 ME0207                          SUPERSEDED SURVEY CONTROL
 ME0207
 ME0207  NGVD 29 (??/??/92)  221.707  (m)          727.38   (f) ADJ UNCH    2 0
 ME0207
 ME0207.Superseded values are not recommended for survey control.
 ME0207
 ME0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0207.See file dsdata.pdf to determine how the superseded data were derived.
 ME0207
 ME0207_MARKER: DB = BENCH MARK DISK
 ME0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0207_STAMPING: A 166 1946
 ME0207_MARK LOGO: CGS
 ME0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0207+STABILITY: SURFACE MOTION
 ME0207
 ME0207  HISTORY     - Date     Condition        Report By
 ME0207  HISTORY     - 1946     MONUMENTED       CGS
 ME0207  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0207
 ME0207                          STATION DESCRIPTION
 ME0207
 ME0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0207'3 MI SE FROM WALKERTON.
 ME0207'IN MARSHALL COUNTY, ABOUT 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 ME0207'6 FROM THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, ABOUT
 ME0207'0.2 MILE EAST OF THE SOUTHEAST END OF A LONG S-CURVE, IN THE
 ME0207'NORTHEAST ANGLE OF THE T-JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 ME0207'66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST
 ME0207'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF A FENCE
 ME0207'CORNER, 4.0 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 1.0 FOOT
 ME0207'WEST OF THE FENCE, ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY, AND
 ME0207'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0207
 ME0207                          STATION RECOVERY (1985)
 ME0207
 ME0207'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0014 ***********************************************************************
 ME0014  DESIGNATION -  A 168
 ME0014  PID         -  ME0014
 ME0014  STATE/COUNTY-  IN/ST JOSEPH
 ME0014  COUNTRY     -  US
 ME0014  USGS QUAD   -  OSCEOLA (2019)
 ME0014
 ME0014                         *CURRENT SURVEY CONTROL
 ME0014  ______________________________________________________________________
 ME0014* NAD 83(1986) POSITION- 41 38 36.     (N) 086 06 50.     (W)   SCALED
 ME0014* NAVD 88 ORTHO HEIGHT -   226.705 (meters)      743.78  (feet) ADJUSTED
 ME0014  ______________________________________________________________________
 ME0014  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 ME0014  DYNAMIC HEIGHT  -        226.615 (meters)      743.49  (feet) COMP
 ME0014  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 ME0014
 ME0014  VERT ORDER      -  SECOND    CLASS 0
 ME0014
 ME0014.The horizontal coordinates were scaled from a map and have
 ME0014.an estimated accuracy of +/- 6 seconds.
 ME0014
 ME0014.The orthometric height was determined by differential leveling and
 ME0014.adjusted by the NATIONAL GEODETIC SURVEY
 ME0014.in June 1991.
 ME0014
 ME0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0014.GEOID18 height accuracy estimate available here.
 ME0014
 ME0014.Click photographs - Photos may exist for this station.
 ME0014
 ME0014.The dynamic height is computed by dividing the NAVD 88
 ME0014.geopotential number by the normal gravity value computed on the
 ME0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0014.degrees latitude (g = 980.6199 gals.).
 ME0014
 ME0014.The modeled gravity was interpolated from observed gravity values.
 ME0014
 ME0014;                    North         East    Units  Estimated Accuracy
 ME0014;SPC IN E     -   710,100.       62,740.      MT  (+/- 180 meters Scaled)
 ME0014
 ME0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM737105(NAD 83)
 ME0014
 ME0014                          SUPERSEDED SURVEY CONTROL
 ME0014
 ME0014  NGVD 29 (??/??/92)  226.825  (m)          744.18   (f) ADJ UNCH    2 0
 ME0014
 ME0014.Superseded values are not recommended for survey control.
 ME0014
 ME0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0014.See file dsdata.pdf to determine how the superseded data were derived.
 ME0014
 ME0014_MARKER: DB = BENCH MARK DISK
 ME0014_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0014_SP_SET: BRIDGE WING WALL
 ME0014_STAMPING: A 168 1946
 ME0014_MARK LOGO: CGS
 ME0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0014+STABILITY: SURFACE MOTION
 ME0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0014+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 ME0014
 ME0014  HISTORY     - Date     Condition        Report By
 ME0014  HISTORY     - 1946     MONUMENTED       CGS
 ME0014  HISTORY     - 1984     GOOD             NGS
 ME0014  HISTORY     - 19950725 GOOD             USPSQD
 ME0014  HISTORY     - 20010930 GOOD             USPSQD
 ME0014  HISTORY     - 20041209 GOOD             ABCI
 ME0014  HISTORY     - 20060222 GOOD             INDIV
 ME0014  HISTORY     - 20080508 GOOD             LFA
 ME0014  HISTORY     - 20211229 GOOD             INDOT
 ME0014
 ME0014                          STATION DESCRIPTION
 ME0014
 ME0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0014'3.7 MI SE FROM MISHAWAKA.
 ME0014'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL
 ME0014'AT MISHAWAKA, THENCE ABOUT 1.3 MILES SOUTH ALONG ELDER STREET
 ME0014'AND BLACKBERRY ROAD, 53 FEET NORTH OF THE CENTER OF THE
 ME0014'INTERSECTION OF A ROAD LEADING SOUTHEAST ALONG THE SOUTHWEST SIDE
 ME0014'OF A DITCH, AT A 20-FOOT CONCRETE BRIDGE OVER THE DITCH, IN THE
 ME0014'TOP OF THE EAST END OF THE SOUTHWEST WING WALL, 14.5 FEET WEST
 ME0014'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 ME0014
 ME0014                          STATION RECOVERY (1984)
 ME0014
 ME0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (1995)
 ME0014
 ME0014'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (2001)
 ME0014
 ME0014'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (2004)
 ME0014
 ME0014'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2004 (NWF)
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (2006)
 ME0014
 ME0014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (2008)
 ME0014
 ME0014'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME0014'RECOVERED IN GOOD CONDITION.
 ME0014
 ME0014                          STATION RECOVERY (2021)
 ME0014
 ME0014'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DF)
 ME0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0159 ***********************************************************************
 ME0159  DESIGNATION -  A 169
 ME0159  PID         -  ME0159
 ME0159  STATE/COUNTY-  IN/MARSHALL
 ME0159  COUNTRY     -  US
 ME0159  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0159
 ME0159                         *CURRENT SURVEY CONTROL
 ME0159  ______________________________________________________________________
 ME0159* NAD 83(1986) POSITION- 41 24 18.     (N) 086 07 01.     (W)   SCALED
 ME0159* NAVD 88 ORTHO HEIGHT -   247.627 (meters)      812.42  (feet) ADJUSTED
 ME0159  ______________________________________________________________________
 ME0159  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0159  DYNAMIC HEIGHT  -        247.525 (meters)      812.09  (feet) COMP
 ME0159  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 ME0159
 ME0159  VERT ORDER      -  SECOND    CLASS 0
 ME0159
 ME0159.The horizontal coordinates were scaled from a map and have
 ME0159.an estimated accuracy of +/- 6 seconds.
 ME0159
 ME0159.The orthometric height was determined by differential leveling and
 ME0159.adjusted by the NATIONAL GEODETIC SURVEY
 ME0159.in June 1991.
 ME0159
 ME0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0159.GEOID18 height accuracy estimate available here.
 ME0159
 ME0159.Click photographs - Photos may exist for this station.
 ME0159
 ME0159.The dynamic height is computed by dividing the NAVD 88
 ME0159.geopotential number by the normal gravity value computed on the
 ME0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0159.degrees latitude (g = 980.6199 gals.).
 ME0159
 ME0159.The modeled gravity was interpolated from observed gravity values.
 ME0159
 ME0159;                    North         East    Units  Estimated Accuracy
 ME0159;SPC IN E     -   683,630.       62,350.      MT  (+/- 180 meters Scaled)
 ME0159
 ME0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738840(NAD 83)
 ME0159
 ME0159                          SUPERSEDED SURVEY CONTROL
 ME0159
 ME0159  NGVD 29 (??/??/92)  247.747  (m)          812.82   (f) ADJ UNCH    2 0
 ME0159
 ME0159.Superseded values are not recommended for survey control.
 ME0159
 ME0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0159.See file dsdata.pdf to determine how the superseded data were derived.
 ME0159
 ME0159_MARKER: DB = BENCH MARK DISK
 ME0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0159_STAMPING: A 169 1946
 ME0159_MARK LOGO: CGS
 ME0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0159+STABILITY: SURFACE MOTION
 ME0159
 ME0159  HISTORY     - Date     Condition        Report By
 ME0159  HISTORY     - 1946     MONUMENTED       CGS
 ME0159  HISTORY     - 19940826 GOOD             USPSQD
 ME0159
 ME0159                          STATION DESCRIPTION
 ME0159
 ME0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0159'4.2 MI S FROM BREMEN.
 ME0159'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0159'STATE BANK AT BREMEN, ABOUT 0.1 MILE SOUTH OF THE NORTH UNION
 ME0159'UNITED BRETHREN CHURCH, AT MUNCIE CORNER, ABOUT 350 FEET SOUTH
 ME0159'OF THE OLD GERMAN TOWNSHIP SCHOOL BUILDING USED AS A PRIVATE
 ME0159'RESIDENCE IN 1946, IN THE NORTHWEST QUARTER OF THE INTERSECTION
 ME0159'OF AN EAST-AND-WEST GRAVEL ROAD, 33 FEET WEST OF THE CENTER
 ME0159'LINE OF THE HIGHWAY, 47 FEET NORTH OF THE CENTER LINE OF THE
 ME0159'ROAD, 3.3 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A FENCE
 ME0159'LINE LEADING NORTH, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 ME0159'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0159
 ME0159                          STATION RECOVERY (1994)
 ME0159
 ME0159'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1104 ***********************************************************************
 ME1104  DESIGNATION -  A 17
 ME1104  PID         -  ME1104
 ME1104  STATE/COUNTY-  IN/NEWTON
 ME1104  COUNTRY     -  US
 ME1104  USGS QUAD   -  ENOS (2019)
 ME1104
 ME1104                         *CURRENT SURVEY CONTROL
 ME1104  ______________________________________________________________________
 ME1104* NAD 83(1986) POSITION- 41 03 25.     (N) 087 26 44.     (W)   SCALED
 ME1104* NAVD 88 ORTHO HEIGHT -   202.776 (meters)      665.27  (feet) ADJUSTED
 ME1104  ______________________________________________________________________
 ME1104  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 ME1104  DYNAMIC HEIGHT  -        202.689 (meters)      664.99  (feet) COMP
 ME1104  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 ME1104
 ME1104  VERT ORDER      -  FIRST     CLASS II
 ME1104
 ME1104.The horizontal coordinates were scaled from a map and have
 ME1104.an estimated accuracy of +/- 6 seconds.
 ME1104
 ME1104.The orthometric height was determined by differential leveling and
 ME1104.adjusted by the NATIONAL GEODETIC SURVEY
 ME1104.in June 1991.
 ME1104
 ME1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1104.GEOID18 height accuracy estimate available here.
 ME1104
 ME1104.Click photographs - Photos may exist for this station.
 ME1104
 ME1104.The dynamic height is computed by dividing the NAVD 88
 ME1104.geopotential number by the normal gravity value computed on the
 ME1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1104.degrees latitude (g = 980.6199 gals.).
 ME1104
 ME1104.The modeled gravity was interpolated from observed gravity values.
 ME1104
 ME1104;                    North         East    Units  Estimated Accuracy
 ME1104;SPC IN W     -   644,950.      869,550.      MT  (+/- 180 meters Scaled)
 ME1104
 ME1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625451(NAD 83)
 ME1104
 ME1104                          SUPERSEDED SURVEY CONTROL
 ME1104
 ME1104  NGVD 29 (??/??/92)  202.858  (m)          665.54   (f) ADJ UNCH    1 2
 ME1104
 ME1104.Superseded values are not recommended for survey control.
 ME1104
 ME1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1104.See file dsdata.pdf to determine how the superseded data were derived.
 ME1104
 ME1104_MARKER: DB = BENCH MARK DISK
 ME1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1104_STAMPING: A 17 1934
 ME1104_MARK LOGO: CGS
 ME1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1104+STABILITY: SURFACE MOTION
 ME1104
 ME1104  HISTORY     - Date     Condition        Report By
 ME1104  HISTORY     - 1934     MONUMENTED       CGS
 ME1104  HISTORY     - 1941     GOOD             GULF
 ME1104
 ME1104                          STATION DESCRIPTION
 ME1104
 ME1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1104'3 MI N FROM ENOS.
 ME1104'3.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 ME1104'STATION AT ENOS, NEWTON COUNTY, ABOUT 120 YARDS SOUTH OF MILEPOST
 ME1104'61, AT A DIRT-ROAD CROSSING, 37.2 FEET WEST OF THE WEST RAIL,
 ME1104'31.8 FEET SOUTH OF THE DIRT ROAD, AND 2.5 FEET BELOW THE TOP OF
 ME1104'THE RAIL.  A STANDARD DISK, STAMPED A 17 1934 AND SET IN THE TOP
 ME1104'OF A CONCRETE POST.  NOTE-- DIRT ROAD HAS BEEN GRAVELED.
 ME1104
 ME1104                          STATION RECOVERY (1941)
 ME1104
 ME1104'RECOVERY NOTE BY GULF REFINING COMPANY 1941
 ME1104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0187 ***********************************************************************
 ME0187  DESIGNATION -  A 170
 ME0187  PID         -  ME0187
 ME0187  STATE/COUNTY-  IN/KOSCIUSKO
 ME0187  COUNTRY     -  US
 ME0187  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0187
 ME0187                         *CURRENT SURVEY CONTROL
 ME0187  ______________________________________________________________________
 ME0187* NAD 83(1986) POSITION- 41 24 42.     (N) 086 03 30.     (W)   SCALED
 ME0187* NAVD 88 ORTHO HEIGHT -   253.415 (meters)      831.41  (feet) ADJUSTED
 ME0187  ______________________________________________________________________
 ME0187  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME0187  DYNAMIC HEIGHT  -        253.311 (meters)      831.07  (feet) COMP
 ME0187  MODELED GRAVITY -    980,206.6   (mgal)                       NAVD 88
 ME0187
 ME0187  VERT ORDER      -  SECOND    CLASS 0
 ME0187
 ME0187.The horizontal coordinates were scaled from a map and have
 ME0187.an estimated accuracy of +/- 6 seconds.
 ME0187
 ME0187.The orthometric height was determined by differential leveling and
 ME0187.adjusted by the NATIONAL GEODETIC SURVEY
 ME0187.in June 1991.
 ME0187
 ME0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0187.GEOID18 height accuracy estimate available here.
 ME0187
 ME0187.Click photographs - Photos may exist for this station.
 ME0187
 ME0187.The dynamic height is computed by dividing the NAVD 88
 ME0187.geopotential number by the normal gravity value computed on the
 ME0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0187.degrees latitude (g = 980.6199 gals.).
 ME0187
 ME0187.The modeled gravity was interpolated from observed gravity values.
 ME0187
 ME0187;                    North         East    Units  Estimated Accuracy
 ME0187;SPC IN E     -   684,350.       67,250.      MT  (+/- 180 meters Scaled)
 ME0187
 ME0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL787848(NAD 83)
 ME0187
 ME0187                          SUPERSEDED SURVEY CONTROL
 ME0187
 ME0187  NGVD 29 (??/??/92)  253.537  (m)          831.81   (f) ADJ UNCH    2 0
 ME0187
 ME0187.Superseded values are not recommended for survey control.
 ME0187
 ME0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0187.See file dsdata.pdf to determine how the superseded data were derived.
 ME0187
 ME0187_MARKER: DB = BENCH MARK DISK
 ME0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0187_STAMPING: A 170 1946
 ME0187_MARK LOGO: CGS
 ME0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0187+STABILITY: SURFACE MOTION
 ME0187
 ME0187  HISTORY     - Date     Condition        Report By
 ME0187  HISTORY     - 1946     MONUMENTED       CGS
 ME0187  HISTORY     - 19960530 GOOD             USPSQD
 ME0187
 ME0187                          STATION DESCRIPTION
 ME0187
 ME0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0187'3.4 MI E FROM MUNCIE CORNER.
 ME0187'IN KOSCIUSKO COUNTY, ABOUT 1.7 MILES EAST, 0.5 MILE NORTH, AND
 ME0187'1.2 MILES EAST ALONG GRAVEL ROADS FROM THE OLD GERMAN TOWNSHIP
 ME0187'SCHOOL BUILDING AT MUNCIE CORNER, AT THE INTERSECTION OF THE
 ME0187'MARSHALL-KOSCIUSKO COUNTY-LINE ROAD, 103 FEET NORTHEAST ACROSS
 ME0187'THE COUNTY-LINE ROAD FROM THE NORTHEAST CORNER OF EBENEZER COUNTY
 ME0187'LINE EVANGELICAL CHURCH, 45 FEET EAST OF THE CENTER LINE OF THE
 ME0187'COUNTY-LINE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE
 ME0187'EAST-AND-WEST ROAD, 5.5 FEET WEST OF A FENCE CORNER, 2.0 FEET
 ME0187'NORTHWEST OF THE FENCE, ABOUT 2 FEET LOWER THAN THE ROADS, AND
 ME0187'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0187'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE INTERSECTION
 ME0187'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 19 AT NAPPANEE, ELKHART
 ME0187'COUNTY, BY GOING ABOUT 2.6 MILES SOUTH ALONG ST. HWY. 19, THENCE
 ME0187'ABOUT 0.95 MILE WEST ALONG A BLACK-TOP ROAD, AND THENCE ABOUT
 ME0187'1.5 MILES NORTHWEST AND 0.7 MILE WEST ALONG GRAVEL ROADS.
 ME0187
 ME0187                          STATION RECOVERY (1996)
 ME0187
 ME0187'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0146 ***********************************************************************
 ME0146  DESIGNATION -  A 171
 ME0146  PID         -  ME0146
 ME0146  STATE/COUNTY-  IN/ELKHART
 ME0146  COUNTRY     -  US
 ME0146  USGS QUAD   -  WAKARUSA (2019)
 ME0146
 ME0146                         *CURRENT SURVEY CONTROL
 ME0146  ______________________________________________________________________
 ME0146* NAD 83(1986) POSITION- 41 32 09.41   (N) 086 02 25.39   (W)   HD_HELD1
 ME0146* NAVD 88 ORTHO HEIGHT -   250.840 (meters)      822.96  (feet) ADJUSTED
 ME0146  ______________________________________________________________________
 ME0146  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0146  DYNAMIC HEIGHT  -        250.737 (meters)      822.63  (feet) COMP
 ME0146  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 ME0146
 ME0146  VERT ORDER      -  SECOND    CLASS 0
 ME0146
 ME0146.The horizontal coordinates were determined by differentially corrected
 ME0146.hand held GPS observations or other comparable positioning techniques
 ME0146.and have an estimated accuracy of +/- 3 meters.
 ME0146
 ME0146.The orthometric height was determined by differential leveling and
 ME0146.adjusted by the NATIONAL GEODETIC SURVEY
 ME0146.in June 1991.
 ME0146
 ME0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0146.GEOID18 height accuracy estimate available here.
 ME0146
 ME0146.Click photographs - Photos may exist for this station.
 ME0146
 ME0146.The dynamic height is computed by dividing the NAVD 88
 ME0146.geopotential number by the normal gravity value computed on the
 ME0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0146.degrees latitude (g = 980.6199 gals.).
 ME0146
 ME0146.The modeled gravity was interpolated from observed gravity values.
 ME0146
 ME0146;                    North         East    Units  Estimated Accuracy
 ME0146;SPC IN E     -   698,145.5      68,814.1     MT  (+/- 3 meters HH1 GPS) 
 ME0146
 ME0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8004898699(NAD 83)
 ME0146
 ME0146                          SUPERSEDED SURVEY CONTROL
 ME0146
 ME0146  NGVD 29 (??/??/92)  250.958  (m)          823.35   (f) ADJ UNCH    2 0
 ME0146
 ME0146.Superseded values are not recommended for survey control.
 ME0146
 ME0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0146.See file dsdata.pdf to determine how the superseded data were derived.
 ME0146
 ME0146_MARKER: DB = BENCH MARK DISK
 ME0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0146_STAMPING: A 171 1946
 ME0146_MARK LOGO: CGS
 ME0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0146+STABILITY: SURFACE MOTION
 ME0146
 ME0146  HISTORY     - Date     Condition        Report By
 ME0146  HISTORY     - 1946     MONUMENTED       CGS
 ME0146  HISTORY     - 1968     GOOD             CGS
 ME0146  HISTORY     - 1982     GOOD             INDNR
 ME0146  HISTORY     - 19950914 GOOD             USPSQD
 ME0146  HISTORY     - 20221116 MARK NOT FOUND   IN-039
 ME0146
 ME0146                          STATION DESCRIPTION
 ME0146
 ME0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0146'1 MI W FROM WAKARUSA.
 ME0146'ABOUT 1.0 MILE WEST ALONG A PAVED ROAD FROM THE EXCHANGE STATE
 ME0146'BANK AT WAKARUSA, AT A GRAVEL CROSSROAD SET IN THE SOUTHWEST
 ME0146'QUARTER OF THE INTERSECTION 33 FT. SOUTH OF THE C/L OF THE PAVED
 ME0146'ROAD, 19 FT. WEST OF THE C/L OF THE GRAVEL ROAD, 13 FT SOUTH
 ME0146'OF A 20 INCH MAPLE TREE, 12 FT. SOUTH OF A FENCE CORNER, 1 FT.
 ME0146'EAST OF THE FENCE, 1 FT. EAST OF A STEEL WITNESS POST, ABOUT
 ME0146'LEVEL WITH THE INTERSECTION AND SET IN TOP OF A CONC. POST PROJ.
 ME0146'6 INCHES.
 ME0146
 ME0146                          STATION RECOVERY (1982)
 ME0146
 ME0146'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0146'RECOVERED IN GOOD CONDITION.
 ME0146
 ME0146                          STATION RECOVERY (1995)
 ME0146
 ME0146'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0146'RECOVERED IN GOOD CONDITION.
 ME0146
 ME0146                          STATION RECOVERY (2022)
 ME0146
 ME0146'RECOVERY NOTE BY ELKHART COUNTY INDIANA 2022 (IH)
 ME0146'MARK WAS NOT LOCATED AFTER EXTENSIVE SEARCH.  MARK MAY HAVE BEEN LOST
 ME0146'WHEN INTERSECTION WAS WIDENED BETWEEN 2005-2006.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1317 ***********************************************************************
 MD1317  DESIGNATION -  A 172
 MD1317  PID         -  MD1317
 MD1317  STATE/COUNTY-  IN/KOSCIUSKO
 MD1317  COUNTRY     -  US
 MD1317  USGS QUAD   -  ATWOOD (2019)
 MD1317
 MD1317                         *CURRENT SURVEY CONTROL
 MD1317  ______________________________________________________________________
 MD1317* NAD 83(1986) POSITION- 41 16 30.     (N) 085 59 56.     (W)   SCALED
 MD1317* NAVD 88 ORTHO HEIGHT -   242.132 (meters)      794.39  (feet) ADJUSTED
 MD1317  ______________________________________________________________________
 MD1317  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 MD1317  DYNAMIC HEIGHT  -        242.031 (meters)      794.06  (feet) COMP
 MD1317  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 MD1317
 MD1317  VERT ORDER      -  SECOND    CLASS 0
 MD1317
 MD1317.The horizontal coordinates were scaled from a map and have
 MD1317.an estimated accuracy of +/- 6 seconds.
 MD1317
 MD1317.The orthometric height was determined by differential leveling and
 MD1317.adjusted by the NATIONAL GEODETIC SURVEY
 MD1317.in June 1991.
 MD1317
 MD1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1317.GEOID18 height accuracy estimate available here.
 MD1317
 MD1317.Click photographs - Photos may exist for this station.
 MD1317
 MD1317.The dynamic height is computed by dividing the NAVD 88
 MD1317.geopotential number by the normal gravity value computed on the
 MD1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1317.degrees latitude (g = 980.6199 gals.).
 MD1317
 MD1317.The modeled gravity was interpolated from observed gravity values.
 MD1317
 MD1317;                    North         East    Units  Estimated Accuracy
 MD1317;SPC IN E     -   669,150.       72,170.      MT  (+/- 180 meters Scaled)
 MD1317
 MD1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL838697(NAD 83)
 MD1317
 MD1317                          SUPERSEDED SURVEY CONTROL
 MD1317
 MD1317  NGVD 29 (??/??/92)  242.257  (m)          794.80   (f) ADJ UNCH    2 0
 MD1317
 MD1317.Superseded values are not recommended for survey control.
 MD1317
 MD1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1317.See file dsdata.pdf to determine how the superseded data were derived.
 MD1317
 MD1317_MARKER: DB = BENCH MARK DISK
 MD1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1317_STAMPING: A 172 1946
 MD1317_MARK LOGO: CGS
 MD1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1317+STABILITY: SURFACE MOTION
 MD1317
 MD1317  HISTORY     - Date     Condition        Report By
 MD1317  HISTORY     - 1946     MONUMENTED       CGS
 MD1317  HISTORY     - 1966     POOR             CGS
 MD1317
 MD1317                          STATION DESCRIPTION
 MD1317
 MD1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1317'1.8 MI NW FROM ATWOOD.
 MD1317'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MD1317'ATWOOD, THENCE ABOUT 0.65 MILE NORTH ALONG A COUNTY ROAD LEADING
 MD1317'TO HOFFMAN LAKE AND EAST MILLWOOD SCHOOL, SET IN THE NORTHWEST
 MD1317'QUARTER OF THE INTERSECTION OF A CROSSROAD (BLACK TOP ROAD SOUTH
 MD1317'AND WEST, GRAVEL ROAD EAST AND NORTH), 26 FEET WEST OF THE CENTER
 MD1317'LINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTER LINE
 MD1317'OF THE EAST-WEST ROAD, 7 FEET WEST OF A FENCE CORNER, 6 FEET WEST
 MD1317'OF R.E.A. POWER POLE NO. BJ C 8, 1 FOOT SOUTH OF THE FENCE LINE,
 MD1317'ABOUT 1 FOOT BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MD1317'POST PROJECTING 5 INCHES.
 MD1317
 MD1317                          STATION RECOVERY (1966)
 MD1317
 MD1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD1317'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1629 ***********************************************************************
 LA1629  DESIGNATION -  A 173
 LA1629  PID         -  LA1629
 LA1629  STATE/COUNTY-  IN/WABASH
 LA1629  COUNTRY     -  US
 LA1629  USGS QUAD   -  SOMERSET (2019)
 LA1629
 LA1629                         *CURRENT SURVEY CONTROL
 LA1629  ______________________________________________________________________
 LA1629* NAD 83(1986) POSITION- 40 44 19.     (N) 085 47 35.     (W)   SCALED
 LA1629* NAVD 88 ORTHO HEIGHT -   244.459 (meters)      802.03  (feet) ADJUSTED
 LA1629  ______________________________________________________________________
 LA1629  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 LA1629  DYNAMIC HEIGHT  -        244.340 (meters)      801.64  (feet) COMP
 LA1629  MODELED GRAVITY -    980,134.5   (mgal)                       NAVD 88
 LA1629
 LA1629  VERT ORDER      -  FIRST     CLASS II
 LA1629
 LA1629.The horizontal coordinates were scaled from a map and have
 LA1629.an estimated accuracy of +/- 6 seconds.
 LA1629
 LA1629.The orthometric height was determined by differential leveling and
 LA1629.adjusted by the NATIONAL GEODETIC SURVEY
 LA1629.in June 1991.
 LA1629
 LA1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1629.GEOID18 height accuracy estimate available here.
 LA1629
 LA1629.Click photographs - Photos may exist for this station.
 LA1629
 LA1629.The dynamic height is computed by dividing the NAVD 88
 LA1629.geopotential number by the normal gravity value computed on the
 LA1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1629.degrees latitude (g = 980.6199 gals.).
 LA1629
 LA1629.The modeled gravity was interpolated from observed gravity values.
 LA1629
 LA1629;                    North         East    Units  Estimated Accuracy
 LA1629;SPC IN E     -   609,540.       89,330.      MT  (+/- 180 meters Scaled)
 LA1629
 LA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019104(NAD 83)
 LA1629
 LA1629                          SUPERSEDED SURVEY CONTROL
 LA1629
 LA1629  NGVD 29 (??/??/92)  244.587  (m)          802.45   (f) ADJ UNCH    1 2
 LA1629
 LA1629.Superseded values are not recommended for survey control.
 LA1629
 LA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1629.See file dsdata.pdf to determine how the superseded data were derived.
 LA1629
 LA1629_MARKER: DB = BENCH MARK DISK
 LA1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1629_STAMPING: A 173 1946
 LA1629_MARK LOGO: CGS
 LA1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1629+STABILITY: SURFACE MOTION
 LA1629
 LA1629  HISTORY     - Date     Condition        Report By
 LA1629  HISTORY     - 1946     MONUMENTED       CGS
 LA1629
 LA1629                          STATION DESCRIPTION
 LA1629
 LA1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1629'4.4 MI SE FROM WABASH.
 LA1629'ABOUT 4.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1629'FROM THE STATION AT WABASH, ABOUT 1.1 MILES NORTHWEST OF THE ROAD
 LA1629'CROSSING AT TREATY, AT THE CROSSING OF STATE HIGHWAY 124, SET
 LA1629'IN THE SOUTHEAST ANGLE OF THE CROSSING, 55 FEET SOUTH OF THE
 LA1629'CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST
 LA1629'RAIL OF THE TRACK, 3 FEET SOUTH OF A CONCRETE FENCE CORNER POST,
 LA1629'1.5 FEET SOUTHWEST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE
 LA1629'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1860 ***********************************************************************
 LA1860  DESIGNATION -  A 174
 LA1860  PID         -  LA1860
 LA1860  STATE/COUNTY-  IN/GRANT
 LA1860  COUNTRY     -  US
 LA1860  USGS QUAD   -  LA FONTAINE (2019)
 LA1860
 LA1860                         *CURRENT SURVEY CONTROL
 LA1860  ______________________________________________________________________
 LA1860* NAD 83(1986) POSITION- 40 37 30.8    (N) 085 42 07.8    (W)   HD_HELD2
 LA1860* NAVD 88 ORTHO HEIGHT -   252.449 (meters)      828.24  (feet) ADJUSTED
 LA1860  ______________________________________________________________________
 LA1860  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 LA1860  DYNAMIC HEIGHT  -        252.323 (meters)      827.83  (feet) COMP
 LA1860  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LA1860
 LA1860  VERT ORDER      -  SECOND    CLASS 0
 LA1860
 LA1860.The horizontal coordinates were established by autonomous hand held GPS
 LA1860.observations and have an estimated accuracy of +/- 10 meters.
 LA1860
 LA1860.The orthometric height was determined by differential leveling and
 LA1860.adjusted by the NATIONAL GEODETIC SURVEY
 LA1860.in June 1991.
 LA1860
 LA1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1860.GEOID18 height accuracy estimate available here.
 LA1860
 LA1860.Click photographs - Photos may exist for this station.
 LA1860
 LA1860.The dynamic height is computed by dividing the NAVD 88
 LA1860.geopotential number by the normal gravity value computed on the
 LA1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1860.degrees latitude (g = 980.6199 gals.).
 LA1860
 LA1860.The modeled gravity was interpolated from observed gravity values.
 LA1860
 LA1860;                    North         East    Units  Estimated Accuracy
 LA1860;SPC IN E     -   596,941.       96,996.      MT  (+/- 10 meters HH2 GPS)
 LA1860
 LA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0976797964(NAD 83)
 LA1860
 LA1860                          SUPERSEDED SURVEY CONTROL
 LA1860
 LA1860  NGVD 29 (??/??/92)  252.576  (m)          828.66   (f) ADJ UNCH    2 0
 LA1860
 LA1860.Superseded values are not recommended for survey control.
 LA1860
 LA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1860.See file dsdata.pdf to determine how the superseded data were derived.
 LA1860
 LA1860_MARKER: DB = BENCH MARK DISK
 LA1860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1860_SP_SET: BUILDING
 LA1860_STAMPING: A 174 1946
 LA1860_MARK LOGO: CGS
 LA1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1860+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 LA1860
 LA1860  HISTORY     - Date     Condition        Report By
 LA1860  HISTORY     - 1946     MONUMENTED       CGS
 LA1860  HISTORY     - 1961     GOOD             LOCSUR
 LA1860  HISTORY     - 20140903 GOOD             INDIV
 LA1860
 LA1860                          STATION DESCRIPTION
 LA1860
 LA1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1860'2.4 MI E FROM JALAPA.
 LA1860'ABOUT 0.55 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE CROSSROADS
 LA1860'AT JALAPA, THENCE ABOUT 0.3 MILE SOUTHEAST, THENCE ABOUT 1.5 MILES
 LA1860'EAST ALONG A BLACK TOP ROAD LEADING TO THE HENDRICKS SCHOOL.  MARK
 LA1860'IS AT THE JUNCTION OF STATE HIGHWAY 15 AND SET VERTICALLY IN
 LA1860'THE NORTH FACE OF THE BRICK WALL OF THE HENDRICKS SCHOOL BUILDING,
 LA1860'2.1 FEET WEST OF THE NORTHEAST CORNER, AND 2.7 FEET ABOVE THE
 LA1860'GROUND.  NOTE-- UNDISTURBED EXCEPT FOR HAVING BEEN PAINTED WHITE.
 LA1860
 LA1860                          STATION RECOVERY (1961)
 LA1860
 LA1860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LA1860'RECOVERED IN GOOD CONDITION.
 LA1860
 LA1860                          STATION RECOVERY (2014)
 LA1860
 LA1860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BFS)
 LA1860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1328 ***********************************************************************
 LA1328  DESIGNATION -  A 175
 LA1328  PID         -  LA1328
 LA1328  STATE/COUNTY-  IN/GRANT
 LA1328  COUNTRY     -  US
 LA1328  USGS QUAD   -  FAIRMOUNT (2019)
 LA1328
 LA1328                         *CURRENT SURVEY CONTROL
 LA1328  ______________________________________________________________________
 LA1328* NAD 83(1986) POSITION- 40 29 52.     (N) 085 40 14.     (W)   SCALED
 LA1328* NAVD 88 ORTHO HEIGHT -   258.461 (meters)      847.97  (feet) ADJUSTED
 LA1328  ______________________________________________________________________
 LA1328  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA1328  DYNAMIC HEIGHT  -        258.329 (meters)      847.53  (feet) COMP
 LA1328  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1328
 LA1328  VERT ORDER      -  FIRST     CLASS II
 LA1328
 LA1328.This mark is at Marion Airport (MZZ)
 LA1328
 LA1328.The horizontal coordinates were scaled from a map and have
 LA1328.an estimated accuracy of +/- 6 seconds.
 LA1328
 LA1328.The orthometric height was determined by differential leveling and
 LA1328.adjusted by the NATIONAL GEODETIC SURVEY
 LA1328.in June 1991.
 LA1328
 LA1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1328.GEOID18 height accuracy estimate available here.
 LA1328
 LA1328.Click photographs - Photos may exist for this station.
 LA1328
 LA1328.The dynamic height is computed by dividing the NAVD 88
 LA1328.geopotential number by the normal gravity value computed on the
 LA1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1328.degrees latitude (g = 980.6199 gals.).
 LA1328
 LA1328.The modeled gravity was interpolated from observed gravity values.
 LA1328
 LA1328;                    North         East    Units  Estimated Accuracy
 LA1328;SPC IN E     -   582,790.       99,670.      MT  (+/- 180 meters Scaled)
 LA1328
 LA1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK126838(NAD 83)
 LA1328
 LA1328                          SUPERSEDED SURVEY CONTROL
 LA1328
 LA1328  NGVD 29 (??/??/92)  258.586  (m)          848.38   (f) ADJ UNCH    1 2
 LA1328
 LA1328.Superseded values are not recommended for survey control.
 LA1328
 LA1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1328.See file dsdata.pdf to determine how the superseded data were derived.
 LA1328
 LA1328_MARKER: DB = BENCH MARK DISK
 LA1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1328_SP_SET: FOUNDATION
 LA1328_STAMPING: A 175 1946
 LA1328_MARK LOGO: CGS
 LA1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1328
 LA1328  HISTORY     - Date     Condition        Report By
 LA1328  HISTORY     - 1946     MONUMENTED       CGS
 LA1328  HISTORY     - 1968     GOOD             CGS
 LA1328  HISTORY     - 1976     MARK NOT FOUND   NGS
 LA1328
 LA1328                          STATION DESCRIPTION
 LA1328
 LA1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA1328'4.4 MI S FROM MARION.
 LA1328'THE MARK IS 1.0 MILE SOUTH ALONG STATE ROUTE 9 FROM ITS
 LA1328'INTERSECTION WITH STATE ROUTE 37 ON THE SOUTHWEST SIDE OF MARION,
 LA1328'INDIANA.  THE MARK IS SET VERTICALLY IN THE WEST FACE OF THE
 LA1328'CONCRETE FOUNDATION OF RAZED OLD NORTH HANGER, 0.4 FEET NORTH
 LA1328'OF SOUTHWEST CORNER OF FOUNDATION, APPROXIMATELY 215 FEET
 LA1328'NORTHWEST OF NORTHWEST CORNER OF THE CIVIL AIR PATROL BUILDING
 LA1328'(THE OLD AIRPORT TERMINAL BUILDING), APPROXIMATELY 220 FEET WEST
 LA1328'OF THE WEST EDGE OF STATE ROUTE 9 AND FLUSH WITH THE GROUND.
 LA1328
 LA1328                          STATION RECOVERY (1976)
 LA1328
 LA1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LA1328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0452 ***********************************************************************
 ME0452  DESIGNATION -  A 177
 ME0452  PID         -  ME0452
 ME0452  STATE/COUNTY-  IN/FULTON
 ME0452  COUNTRY     -  US
 ME0452  USGS QUAD   -  ROCHESTER (2019)
 ME0452
 ME0452                         *CURRENT SURVEY CONTROL
 ME0452  ______________________________________________________________________
 ME0452* NAD 83(1986) POSITION- 41 03 42.     (N) 086 11 27.     (W)   SCALED
 ME0452* NAVD 88 ORTHO HEIGHT -   239.779 (meters)      786.67  (feet) ADJUSTED
 ME0452  ______________________________________________________________________
 ME0452  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0452  DYNAMIC HEIGHT  -        239.674 (meters)      786.33  (feet) COMP
 ME0452  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 ME0452
 ME0452  VERT ORDER      -  SECOND    CLASS 0
 ME0452
 ME0452.This mark is at Fulton County Airport (RCR)
 ME0452
 ME0452.The horizontal coordinates were scaled from a map and have
 ME0452.an estimated accuracy of +/- 6 seconds.
 ME0452
 ME0452.The orthometric height was determined by differential leveling and
 ME0452.adjusted by the NATIONAL GEODETIC SURVEY
 ME0452.in June 1991.
 ME0452
 ME0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0452.GEOID18 height accuracy estimate available here.
 ME0452
 ME0452.Click photographs - Photos may exist for this station.
 ME0452
 ME0452.The dynamic height is computed by dividing the NAVD 88
 ME0452.geopotential number by the normal gravity value computed on the
 ME0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0452.degrees latitude (g = 980.6199 gals.).
 ME0452
 ME0452.The modeled gravity was interpolated from observed gravity values.
 ME0452
 ME0452;                    North         East    Units  Estimated Accuracy
 ME0452;SPC IN E     -   645,540.       55,940.      MT  (+/- 180 meters Scaled)
 ME0452
 ME0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL679459(NAD 83)
 ME0452
 ME0452                          SUPERSEDED SURVEY CONTROL
 ME0452
 ME0452  NGVD 29 (??/??/92)  239.900  (m)          787.07   (f) ADJ UNCH    2 0
 ME0452
 ME0452.Superseded values are not recommended for survey control.
 ME0452
 ME0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0452.See file dsdata.pdf to determine how the superseded data were derived.
 ME0452
 ME0452_MARKER: DB = BENCH MARK DISK
 ME0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0452_STAMPING: A 177 1946
 ME0452_MARK LOGO: CGS
 ME0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0452+STABILITY: SURFACE MOTION
 ME0452
 ME0452  HISTORY     - Date     Condition        Report By
 ME0452  HISTORY     - 1946     MONUMENTED       CGS
 ME0452  HISTORY     - 1990     POOR             USPSQD
 ME0452  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 ME0452
 ME0452                          STATION DESCRIPTION
 ME0452
 ME0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0452'1.3 MI E FROM ROCHESTER.
 ME0452'ABOUT 1.3 MILE EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY COURT
 ME0452'HOUSE AT ROCHESTER, AT THE SOUTHWEST ENTRANCE TO THE ROCHESTER
 ME0452'AIRPORT, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE A.R.
 ME0452'FANSLER LUMBER COMPANY OFFICE BUILDING, 99 FEET SOUTH OF THE
 ME0452'SOUTHEAST CORNER OF THE AIRPORT OFFICE BUILDING, 39 FEET NORTH OF
 ME0452'THE CENTER LINE OF THE HIGHWAY, 7.5 FEET EAST OF A POWER POLE, 2
 ME0452'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 ME0452'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0452'ABOUT 6 INCHES.
 ME0452
 ME0452                          STATION RECOVERY (1990)
 ME0452
 ME0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0452'MARK RECOVERED IN POOR CONDITION.
 ME0452
 ME0452                          STATION RECOVERY (1992)
 ME0452
 ME0452'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 ME0452'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1290 ***********************************************************************
 MD1290  DESIGNATION -  A 178
 MD1290  PID         -  MD1290
 MD1290  STATE/COUNTY-  IN/WABASH
 MD1290  COUNTRY     -  US
 MD1290  USGS QUAD   -  SILVER LAKE (2019)
 MD1290
 MD1290                         *CURRENT SURVEY CONTROL
 MD1290  ______________________________________________________________________
 MD1290* NAD 83(1986) POSITION- 41 00 50.     (N) 085 53 25.     (W)   SCALED
 MD1290* NAVD 88 ORTHO HEIGHT -   258.578 (meters)      848.35  (feet) ADJUSTED
 MD1290  ______________________________________________________________________
 MD1290  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 MD1290  DYNAMIC HEIGHT  -        258.461 (meters)      847.97  (feet) COMP
 MD1290  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 MD1290
 MD1290  VERT ORDER      -  SECOND    CLASS 0
 MD1290
 MD1290.The horizontal coordinates were scaled from a map and have
 MD1290.an estimated accuracy of +/- 6 seconds.
 MD1290
 MD1290.The orthometric height was determined by differential leveling and
 MD1290.adjusted by the NATIONAL GEODETIC SURVEY
 MD1290.in June 1991.
 MD1290
 MD1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1290.GEOID18 height accuracy estimate available here.
 MD1290
 MD1290.Click photographs - Photos may exist for this station.
 MD1290
 MD1290.The dynamic height is computed by dividing the NAVD 88
 MD1290.geopotential number by the normal gravity value computed on the
 MD1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1290.degrees latitude (g = 980.6199 gals.).
 MD1290
 MD1290.The modeled gravity was interpolated from observed gravity values.
 MD1290
 MD1290;                    North         East    Units  Estimated Accuracy
 MD1290;SPC IN E     -   640,130.       81,190.      MT  (+/- 180 meters Scaled)
 MD1290
 MD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933408(NAD 83)
 MD1290
 MD1290                          SUPERSEDED SURVEY CONTROL
 MD1290
 MD1290  NGVD 29 (??/??/92)  258.703  (m)          848.76   (f) ADJ UNCH    2 0
 MD1290
 MD1290.Superseded values are not recommended for survey control.
 MD1290
 MD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1290.See file dsdata.pdf to determine how the superseded data were derived.
 MD1290
 MD1290_MARKER: DB = BENCH MARK DISK
 MD1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1290_STAMPING: A 178 1946
 MD1290_MARK LOGO: CGS
 MD1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1290+STABILITY: SURFACE MOTION
 MD1290
 MD1290  HISTORY     - Date     Condition        Report By
 MD1290  HISTORY     - 1946     MONUMENTED       CGS
 MD1290
 MD1290                          STATION DESCRIPTION
 MD1290
 MD1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1290'4 MI S FROM SILVER LAKE.
 MD1290'4.0 MILES SOUTH ALONG THE STATE HIGHWAY 15 FROM THE POST OFFICE
 MD1290'AT SILVER LAKE, 1.0 MILE SOUTH OF MT. PLEASANT CHURCH AND
 MD1290'CEMETERY, IN THE SOUTHEAST QUARTER OF AN EAST-WEST GRAVEL ROAD
 MD1290'INTERSECTION, 55 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MD1290'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 MD1290'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 MD1290'OF THE EUREKA SILO COMPANY, 9 FEET SOUTH OF A HIGHWAY
 MD1290'RIGHT-OF-WAY MARKER, 5.5 FEET SOUTH OF TELEPHONE POLE NUMBER 295,
 MD1290'51 FEET NORTH OF A CORNER FENCE POST, 1 1/2 FEET ABOVE HIGHWAY
 MD1290'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1290'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0459 ***********************************************************************
 ME0459  DESIGNATION -  A 179
 ME0459  PID         -  ME0459
 ME0459  STATE/COUNTY-  IN/FULTON
 ME0459  COUNTRY     -  US
 ME0459  USGS QUAD   -  PERSHING (2019)
 ME0459
 ME0459                         *CURRENT SURVEY CONTROL
 ME0459  ______________________________________________________________________
 ME0459* NAD 83(1986) POSITION- 41 03 16.     (N) 086 19 07.     (W)   SCALED
 ME0459* NAVD 88 ORTHO HEIGHT -   228.864 (meters)      750.86  (feet) ADJUSTED
 ME0459  ______________________________________________________________________
 ME0459  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 ME0459  DYNAMIC HEIGHT  -        228.767 (meters)      750.55  (feet) COMP
 ME0459  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 ME0459
 ME0459  VERT ORDER      -  SECOND    CLASS 0
 ME0459
 ME0459.The horizontal coordinates were scaled from a map and have
 ME0459.an estimated accuracy of +/- 6 seconds.
 ME0459
 ME0459.The orthometric height was determined by differential leveling and
 ME0459.adjusted by the NATIONAL GEODETIC SURVEY
 ME0459.in June 1991.
 ME0459
 ME0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0459.GEOID18 height accuracy estimate available here.
 ME0459
 ME0459.Click photographs - Photos may exist for this station.
 ME0459
 ME0459.The dynamic height is computed by dividing the NAVD 88
 ME0459.geopotential number by the normal gravity value computed on the
 ME0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0459.degrees latitude (g = 980.6199 gals.).
 ME0459
 ME0459.The modeled gravity was interpolated from observed gravity values.
 ME0459
 ME0459;                    North         East    Units  Estimated Accuracy
 ME0459;SPC IN E     -   644,810.       45,200.      MT  (+/- 180 meters Scaled)
 ME0459
 ME0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572450(NAD 83)
 ME0459
 ME0459                          SUPERSEDED SURVEY CONTROL
 ME0459
 ME0459  NGVD 29 (??/??/92)  228.990  (m)          751.28   (f) ADJ UNCH    2 0
 ME0459
 ME0459.Superseded values are not recommended for survey control.
 ME0459
 ME0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0459.See file dsdata.pdf to determine how the superseded data were derived.
 ME0459
 ME0459_MARKER: DB = BENCH MARK DISK
 ME0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0459_STAMPING: A 179 1946
 ME0459_MARK LOGO: CGS
 ME0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0459+STABILITY: SURFACE MOTION
 ME0459
 ME0459  HISTORY     - Date     Condition        Report By
 ME0459  HISTORY     - 1946     MONUMENTED       CGS
 ME0459  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0459
 ME0459                          STATION DESCRIPTION
 ME0459
 ME0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0459'6.1 MI SW FROM ROCHESTER.
 ME0459'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 ME0459'AT ROCHESTER, THENCE ABOUT 5.4 MILES WEST ALONG STATE HIGHWAY
 ME0459'14, ABOUT 0.35 MILE EAST OF THE BRIDGE OVER MUD CREEK, SET IN
 ME0459'THE SOUTHEAST QUARTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL
 ME0459'ROAD, 60 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTH
 ME0459'END OF THE EAST HEAD WALL OF A 6 FOOT CONCRETE ARCH BRIDGE UNDER
 ME0459'THE NORTH-SOUTH ROAD, 52 FEET EAST OF THE CENTER LINE OF THE
 ME0459'GRAVEL ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5
 ME0459'FEET WEST OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, ABOUT
 ME0459'LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 ME0459'PROJECTING 6 INCHES.
 ME0459
 ME0459                          STATION RECOVERY (1992)
 ME0459
 ME0459'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0921 ***********************************************************************
 ME0921  DESIGNATION -  A 18
 ME0921  PID         -  ME0921
 ME0921  STATE/COUNTY-  IN/LAKE
 ME0921  COUNTRY     -  US
 ME0921  USGS QUAD   -  HIGHLAND (2019)
 ME0921
 ME0921                         *CURRENT SURVEY CONTROL
 ME0921  ______________________________________________________________________
 ME0921* NAD 83(1986) POSITION- 41 33 34.     (N) 087 27 58.     (W)   SCALED
 ME0921* NAVD 88 ORTHO HEIGHT -   185.236 (meters)      607.73  (feet) ADJUSTED
 ME0921  ______________________________________________________________________
 ME0921  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 ME0921  DYNAMIC HEIGHT  -        185.166 (meters)      607.50  (feet) COMP
 ME0921  MODELED GRAVITY -    980,242.0   (mgal)                       NAVD 88
 ME0921
 ME0921  VERT ORDER      -  FIRST     CLASS II
 ME0921
 ME0921.The horizontal coordinates were scaled from a map and have
 ME0921.an estimated accuracy of +/- 6 seconds.
 ME0921
 ME0921.The orthometric height was determined by differential leveling and
 ME0921.adjusted by the NATIONAL GEODETIC SURVEY
 ME0921.in June 1991.
 ME0921
 ME0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0921.GEOID18 height accuracy estimate available here.
 ME0921
 ME0921.Click photographs - Photos may exist for this station.
 ME0921
 ME0921.The dynamic height is computed by dividing the NAVD 88
 ME0921.geopotential number by the normal gravity value computed on the
 ME0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0921.degrees latitude (g = 980.6199 gals.).
 ME0921
 ME0921.The modeled gravity was interpolated from observed gravity values.
 ME0921
 ME0921;                    North         East    Units  Estimated Accuracy
 ME0921;SPC IN W     -   700,760.      868,070.      MT  (+/- 180 meters Scaled)
 ME0921
 ME0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM611009(NAD 83)
 ME0921
 ME0921                          SUPERSEDED SURVEY CONTROL
 ME0921
 ME0921  NGVD 29 (??/??/92)  185.337  (m)          608.06   (f) ADJ UNCH    1 2
 ME0921
 ME0921.Superseded values are not recommended for survey control.
 ME0921
 ME0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0921.See file dsdata.pdf to determine how the superseded data were derived.
 ME0921
 ME0921_MARKER: DB = BENCH MARK DISK
 ME0921_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0921+WITH SETTING: PAVEMENT
 ME0921_SP_SET: RAILROAD SIGNAL BASE
 ME0921_STAMPING: A 18 1934
 ME0921_MARK LOGO: CGS
 ME0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0921+STABILITY: SURFACE MOTION
 ME0921
 ME0921  HISTORY     - Date     Condition        Report By
 ME0921  HISTORY     - 1934     MONUMENTED       CGS
 ME0921  HISTORY     - 1955     GOOD             CGS
 ME0921  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0921  HISTORY     - 20011116 GOOD             LOCSUR
 ME0921  HISTORY     - 20081201 POOR             LFA
 ME0921
 ME0921                          STATION DESCRIPTION
 ME0921
 ME0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 ME0921'AT HIGHLAND.
 ME0921'AT HIGHLAND, LAKE COUNTY, ABOUT 300 YARDS SOUTH OF THE NEW
 ME0921'YORK CENTRAL RAILROAD STATION, 65 FEET NORTH OF THE CROSSING
 ME0921'OF THE CHESAPEAKE AND OHIO RAILWAY TRACK, 50 FEET SOUTHEAST OF
 ME0921'TOWER HI, IN THE TOP OF THE CONCRETE FOUNDATION OF A SIGNAL
 ME0921'MECHANISM, 20.8 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND
 ME0921'N.Y.C.R.R. TRACK, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A
 ME0921'STANDARD DISK, STAMPED A 18 1934.  NOTE-- THE NEW YORK CENTRAL
 ME0921'STATION HAS BEEN REMOVED, AND THE SIGNAL TOWER IS ND NOT HI.
 ME0921
 ME0921                          STATION RECOVERY (1990)
 ME0921
 ME0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0921'MARK NOT FOUND.
 ME0921
 ME0921                          STATION RECOVERY (2001)
 ME0921
 ME0921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DH)
 ME0921'RECOVERED IN GOOD CONDITION.
 ME0921
 ME0921                          STATION RECOVERY (2008)
 ME0921
 ME0921'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME0921'MARK HAS BEEN DAMAGED   ONLY THE CENTER OF THE DISC REMAINS   UNABLE
 ME0921'TO READ STAMPING.
 ME0921'LOCATED AT APPROX. LAT 41 33 34.15483 /// W LON 87 27 59.73366
 ME0921'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0240 ***********************************************************************
 LB0240  DESIGNATION -  A 180
 LB0240  PID         -  LB0240
 LB0240  STATE/COUNTY-  IN/MIAMI
 LB0240  COUNTRY     -  US
 LB0240  USGS QUAD   -  PERU (2019)
 LB0240
 LB0240                         *CURRENT SURVEY CONTROL
 LB0240  ______________________________________________________________________
 LB0240* NAD 83(1986) POSITION- 40 47 52.     (N) 086 02 32.     (W)   SCALED
 LB0240* NAVD 88 ORTHO HEIGHT -   242.497 (meters)      795.59  (feet) ADJUSTED
 LB0240  ______________________________________________________________________
 LB0240  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 LB0240  DYNAMIC HEIGHT  -        242.382 (meters)      795.21  (feet) COMP
 LB0240  MODELED GRAVITY -    980,144.6   (mgal)                       NAVD 88
 LB0240
 LB0240  VERT ORDER      -  SECOND    CLASS 0
 LB0240
 LB0240.The horizontal coordinates were scaled from a map and have
 LB0240.an estimated accuracy of +/- 6 seconds.
 LB0240
 LB0240.The orthometric height was determined by differential leveling and
 LB0240.adjusted by the NATIONAL GEODETIC SURVEY
 LB0240.in June 1991.
 LB0240
 LB0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0240.GEOID18 height accuracy estimate available here.
 LB0240
 LB0240.Click photographs - Photos may exist for this station.
 LB0240
 LB0240.The dynamic height is computed by dividing the NAVD 88
 LB0240.geopotential number by the normal gravity value computed on the
 LB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0240.degrees latitude (g = 980.6199 gals.).
 LB0240
 LB0240.The modeled gravity was interpolated from observed gravity values.
 LB0240
 LB0240;                    North         East    Units  Estimated Accuracy
 LB0240;SPC IN E     -   616,170.       68,310.      MT  (+/- 180 meters Scaled)
 LB0240
 LB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807167(NAD 83)
 LB0240
 LB0240                          SUPERSEDED SURVEY CONTROL
 LB0240
 LB0240  NGVD 29 (??/??/92)  242.618  (m)          795.99   (f) ADJ UNCH    2 0
 LB0240
 LB0240.Superseded values are not recommended for survey control.
 LB0240
 LB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0240.See file dsdata.pdf to determine how the superseded data were derived.
 LB0240
 LB0240_MARKER: DB = BENCH MARK DISK
 LB0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0240_SP_SET: BUILDING
 LB0240_STAMPING: A 180 1946
 LB0240_MARK LOGO: CGS
 LB0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0240
 LB0240  HISTORY     - Date     Condition        Report By
 LB0240  HISTORY     - 1946     MONUMENTED       CGS
 LB0240  HISTORY     - 1989     GOOD             USPSQD
 LB0240
 LB0240                          STATION DESCRIPTION
 LB0240
 LB0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0240'4.6 MI S FROM CHILI.
 LB0240'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0240'OFFICE AT CHILI, ABOUT 3.85 MILES NORTHEAST ALONG STATE HIGHWAY
 LB0240'19 FROM THE COURT HOUSE AT PERU, AT THE PERU TOWNSHIP SCHOOL,
 LB0240'SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE
 LB0240'BUILDING, 1 FOOT WEST OF THE NORTHEAST CORNER, 1.3 FEET ABOVE THE
 LB0240'GROUND.
 LB0240
 LB0240                          STATION RECOVERY (1989)
 LB0240
 LB0240'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0195 ***********************************************************************
 LB0195  DESIGNATION -  A 181
 LB0195  PID         -  LB0195
 LB0195  STATE/COUNTY-  IN/FULTON
 LB0195  COUNTRY     -  US
 LB0195  USGS QUAD   -  MACY (2019)
 LB0195
 LB0195                         *CURRENT SURVEY CONTROL
 LB0195  ______________________________________________________________________
 LB0195* NAD 83(1986) POSITION- 40 56 43.     (N) 086 14 02.     (W)   SCALED
 LB0195* NAVD 88 ORTHO HEIGHT -   245.210 (meters)      804.49  (feet) ADJUSTED
 LB0195  ______________________________________________________________________
 LB0195  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LB0195  DYNAMIC HEIGHT  -        245.101 (meters)      804.14  (feet) COMP
 LB0195  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 LB0195
 LB0195  VERT ORDER      -  SECOND    CLASS 0
 LB0195
 LB0195.The horizontal coordinates were scaled from a map and have
 LB0195.an estimated accuracy of +/- 6 seconds.
 LB0195
 LB0195.The orthometric height was determined by differential leveling and
 LB0195.adjusted by the NATIONAL GEODETIC SURVEY
 LB0195.in June 1991.
 LB0195
 LB0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0195.GEOID18 height accuracy estimate available here.
 LB0195
 LB0195.Click photographs - Photos may exist for this station.
 LB0195
 LB0195.The dynamic height is computed by dividing the NAVD 88
 LB0195.geopotential number by the normal gravity value computed on the
 LB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0195.degrees latitude (g = 980.6199 gals.).
 LB0195
 LB0195.The modeled gravity was interpolated from observed gravity values.
 LB0195
 LB0195;                    North         East    Units  Estimated Accuracy
 LB0195;SPC IN E     -   632,640.       52,240.      MT  (+/- 180 meters Scaled)
 LB0195
 LB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644329(NAD 83)
 LB0195
 LB0195                          SUPERSEDED SURVEY CONTROL
 LB0195
 LB0195  NGVD 29 (??/??/92)  245.330  (m)          804.89   (f) ADJ UNCH    2 0
 LB0195
 LB0195.Superseded values are not recommended for survey control.
 LB0195
 LB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0195.See file dsdata.pdf to determine how the superseded data were derived.
 LB0195
 LB0195_MARKER: DB = BENCH MARK DISK
 LB0195_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0195_STAMPING: A 181 1946
 LB0195_MARK LOGO: CGS
 LB0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0195
 LB0195  HISTORY     - Date     Condition        Report By
 LB0195  HISTORY     - 1946     MONUMENTED       CGS
 LB0195  HISTORY     - 1989     GOOD             USPSQD
 LB0195
 LB0195                          STATION DESCRIPTION
 LB0195
 LB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0195'1.6 MI E FROM FULTON.
 LB0195'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0195'AT FULTON, THENCE ABOUT 1.5 MILE EAST ALONG A GRAVEL ROAD LEADING
 LB0195'TO NYONA LAKE, ABOUT 0.15 MILE WEST OF A CURVE IN THE ROAD WITH
 LB0195'TANGENTS EXTENDING SOUTHEAST AND WEST, SET VERTICALLY IN THE NORTH
 LB0195'FACE OF A 24 BY 24 INCH CNCRETE FENCE POST AT A T FENCE LEADING
 LB0195'SOUTH IN THE SOUTH RIGHT-OF-WAY FENCE, 164 FEET SOUTH AND ACROSS
 LB0195'THE ROAD FROM A SILO, 88 FEET WEST OF THE CENTER LINE OF A DRIVE
 LB0195'WAY LEADING TO A TWO STORY HOUSE ON THE SOUTH SIDE OF THE ROAD,
 LB0195'24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND SET VERTICALLY
 LB0195'IN A DRILL HOLE.
 LB0195
 LB0195                          STATION RECOVERY (1989)
 LB0195
 LB0195'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1040 ***********************************************************************
 MD1040  DESIGNATION -  A 182
 MD1040  PID         -  MD1040
 MD1040  STATE/COUNTY-  IN/KOSCIUSKO
 MD1040  COUNTRY     -  US
 MD1040  USGS QUAD   -  WARSAW (2019)
 MD1040
 MD1040                         *CURRENT SURVEY CONTROL
 MD1040  ______________________________________________________________________
 MD1040* NAD 83(1986) POSITION- 41 11 58.     (N) 085 52 00.     (W)   SCALED
 MD1040* NAVD 88 ORTHO HEIGHT -   257.803 (meters)      845.81  (feet) ADJUSTED
 MD1040  ______________________________________________________________________
 MD1040  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 MD1040  DYNAMIC HEIGHT  -        257.693 (meters)      845.45  (feet) COMP
 MD1040  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 MD1040
 MD1040  VERT ORDER      -  FIRST     CLASS II
 MD1040
 MD1040.The horizontal coordinates were scaled from a map and have
 MD1040.an estimated accuracy of +/- 6 seconds.
 MD1040
 MD1040.The orthometric height was determined by differential leveling and
 MD1040.adjusted by the NATIONAL GEODETIC SURVEY
 MD1040.in June 1991.
 MD1040
 MD1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1040.GEOID18 height accuracy estimate available here.
 MD1040
 MD1040.Click photographs - Photos may exist for this station.
 MD1040
 MD1040.The dynamic height is computed by dividing the NAVD 88
 MD1040.geopotential number by the normal gravity value computed on the
 MD1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1040.degrees latitude (g = 980.6199 gals.).
 MD1040
 MD1040.The modeled gravity was interpolated from observed gravity values.
 MD1040
 MD1040;                    North         East    Units  Estimated Accuracy
 MD1040;SPC IN E     -   660,730.       83,220.      MT  (+/- 180 meters Scaled)
 MD1040
 MD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL950615(NAD 83)
 MD1040
 MD1040                          SUPERSEDED SURVEY CONTROL
 MD1040
 MD1040  NGVD 29 (??/??/92)  257.935  (m)          846.24   (f) ADJ UNCH    1 2
 MD1040
 MD1040.Superseded values are not recommended for survey control.
 MD1040
 MD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1040.See file dsdata.pdf to determine how the superseded data were derived.
 MD1040
 MD1040_MARKER: DB = BENCH MARK DISK
 MD1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1040_SP_SET: ABUTMENT
 MD1040_STAMPING: A 182 1946
 MD1040_MARK LOGO: CGS
 MD1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1040
 MD1040  HISTORY     - Date     Condition        Report By
 MD1040  HISTORY     - 1946     MONUMENTED       CGS
 MD1040  HISTORY     - 1983     GOOD             USACE
 MD1040  HISTORY     - 1987     GOOD             USPSQD
 MD1040
 MD1040                          STATION DESCRIPTION
 MD1040
 MD1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1040'3 MI S FROM WARSAW.
 MD1040'2.95 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1040'STATION AT WARSAW, ABOUT 0.35 MILE SOUTH OF A GRAVEL ROAD
 MD1040'CROSSING, AT POLE NO. 82/25, SET IN THE TOP OF THE EAST END OF
 MD1040'THE SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 162, 6 FEET EAST OF
 MD1040'THE EAST RAIL, AND ABOUT 0.5 FOOT BELOW THE TRACK.
 MD1040
 MD1040                          STATION RECOVERY (1983)
 MD1040
 MD1040'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1040'RECOVERED IN GOOD CONDITION.
 MD1040
 MD1040                          STATION RECOVERY (1987)
 MD1040
 MD1040'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBB)
 MD1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0146 ***********************************************************************
 LB0146  DESIGNATION -  A 183
 LB0146  PID         -  LB0146
 LB0146  STATE/COUNTY-  IN/CASS
 LB0146  COUNTRY     -  US
 LB0146  USGS QUAD   -  LOGANSPORT (2019)
 LB0146
 LB0146                         *CURRENT SURVEY CONTROL
 LB0146  ______________________________________________________________________
 LB0146* NAD 83(1986) POSITION- 40 51 59.     (N) 086 21 53.     (W)   SCALED
 LB0146* NAVD 88 ORTHO HEIGHT -   242.087 (meters)      794.25  (feet) ADJUSTED
 LB0146  ______________________________________________________________________
 LB0146  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 LB0146  DYNAMIC HEIGHT  -        241.978 (meters)      793.89  (feet) COMP
 LB0146  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 LB0146
 LB0146  VERT ORDER      -  SECOND    CLASS 0
 LB0146
 LB0146.The horizontal coordinates were scaled from a map and have
 LB0146.an estimated accuracy of +/- 6 seconds.
 LB0146
 LB0146.The orthometric height was determined by differential leveling and
 LB0146.adjusted by the NATIONAL GEODETIC SURVEY
 LB0146.in June 1991.
 LB0146
 LB0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0146.GEOID18 height accuracy estimate available here.
 LB0146
 LB0146.Click photographs - Photos may exist for this station.
 LB0146
 LB0146.The dynamic height is computed by dividing the NAVD 88
 LB0146.geopotential number by the normal gravity value computed on the
 LB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0146.degrees latitude (g = 980.6199 gals.).
 LB0146
 LB0146.The modeled gravity was interpolated from observed gravity values.
 LB0146
 LB0146;                    North         East    Units  Estimated Accuracy
 LB0146;SPC IN E     -   623,960.       41,150.      MT  (+/- 180 meters Scaled)
 LB0146
 LB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL535241(NAD 83)
 LB0146
 LB0146                          SUPERSEDED SURVEY CONTROL
 LB0146
 LB0146  NGVD 29 (??/??/92)  242.200  (m)          794.62   (f) ADJ UNCH    2 0
 LB0146
 LB0146.Superseded values are not recommended for survey control.
 LB0146
 LB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0146.See file dsdata.pdf to determine how the superseded data were derived.
 LB0146
 LB0146_MARKER: DB = BENCH MARK DISK
 LB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0146_STAMPING: A 183 1946
 LB0146_MARK LOGO: CGS
 LB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0146+STABILITY: SURFACE MOTION
 LB0146
 LB0146  HISTORY     - Date     Condition        Report By
 LB0146  HISTORY     - 1946     MONUMENTED       CGS
 LB0146
 LB0146                          STATION DESCRIPTION
 LB0146
 LB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0146'2 MI E FROM LUCERNE.
 LB0146'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 16 FROM THE
 LB0146'PENNSYLVANIA RAILROAD STATION AT LUCERNE, ABOUT 0.55 MILE EAST
 LB0146'OF THE INTERSECTION OF STATE HIGHWAY 17, AT LEASES CORNER, ABOUT
 LB0146'2.65 MILES WEST ALONG STATE HIGHWAY 16 FROM THE INTERSECTION
 LB0146'OF STATE HIGHWAY 25 AT METEA, 155 FEET SOUTHWEST OF THE SOUTHWEST
 LB0146'CORNER OF A BARN, 178 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LB0146'OF A TWO STORY SHINGLE FARM HOUSE, 70 FEET WEST OF A 24 INCH
 LB0146'CONCRETE CORNER GATE POST, 15 FEET NORTH OF THE CENTER
 LB0146'LINE OF THE HIGHWAY, 6 FEET EAST OF POWER POLE NO. 125/908,
 LB0146'1 FOOT SOUTH OF THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LB0146'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0405 ***********************************************************************
 LB0405  DESIGNATION -  A 184
 LB0405  PID         -  LB0405
 LB0405  STATE/COUNTY-  IN/HAMILTON
 LB0405  COUNTRY     -  US
 LB0405  USGS QUAD   -  SHERIDAN (2019)
 LB0405
 LB0405                         *CURRENT SURVEY CONTROL
 LB0405  ______________________________________________________________________
 LB0405* NAD 83(1986) POSITION- 40 08 01.     (N) 086 13 18.     (W)   SCALED
 LB0405* NAVD 88 ORTHO HEIGHT -   289.095 (meters)      948.47  (feet) ADJUSTED
 LB0405  ______________________________________________________________________
 LB0405  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 LB0405  DYNAMIC HEIGHT  -        288.935 (meters)      947.95  (feet) COMP
 LB0405  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 LB0405
 LB0405  VERT ORDER      -  SECOND    CLASS 0
 LB0405
 LB0405.The horizontal coordinates were scaled from a map and have
 LB0405.an estimated accuracy of +/- 6 seconds.
 LB0405
 LB0405.The orthometric height was determined by differential leveling and
 LB0405.adjusted by the NATIONAL GEODETIC SURVEY
 LB0405.in June 1991.
 LB0405
 LB0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0405.GEOID18 height accuracy estimate available here.
 LB0405
 LB0405.Click photographs - Photos may exist for this station.
 LB0405
 LB0405.The dynamic height is computed by dividing the NAVD 88
 LB0405.geopotential number by the normal gravity value computed on the
 LB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0405.degrees latitude (g = 980.6199 gals.).
 LB0405
 LB0405.The modeled gravity was interpolated from observed gravity values.
 LB0405
 LB0405;                    North         East    Units  Estimated Accuracy
 LB0405;SPC IN E     -   542,500.       52,700.      MT  (+/- 180 meters Scaled)
 LB0405
 LB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663428(NAD 83)
 LB0405
 LB0405                          SUPERSEDED SURVEY CONTROL
 LB0405
 LB0405  NGVD 29 (??/??/92)  289.203  (m)          948.83   (f) ADJ UNCH    2 0
 LB0405
 LB0405.Superseded values are not recommended for survey control.
 LB0405
 LB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0405.See file dsdata.pdf to determine how the superseded data were derived.
 LB0405
 LB0405_MARKER: DB = BENCH MARK DISK
 LB0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0405_SP_SET: BUILDING
 LB0405_STAMPING: A 184 1946
 LB0405_MARK LOGO: CGS
 LB0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0405+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 LB0405
 LB0405  HISTORY     - Date     Condition        Report By
 LB0405  HISTORY     - 1946     MONUMENTED       CGS
 LB0405  HISTORY     - 1961     GOOD             CGS
 LB0405  HISTORY     - 20050914 GOOD             INDIV
 LB0405  HISTORY     - 20070721 GOOD             SURVFI
 LB0405  HISTORY     - 20071017 GOOD             INDIV
 LB0405
 LB0405                          STATION DESCRIPTION
 LB0405
 LB0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0405'AT SHERIDAN.
 LB0405'AT SHERIDAN, ABOUT 0.1 MILE WEST OF THE CHICAGO, INDIANAPOLIS AND
 LB0405'LOUISVILLE RAILWAY STATION, SET VERTICALLY IN THE NORTH FACE OF
 LB0405'THE NORTHWEST CORNER OF THE CITY WATER AND ICE PLANT BUILDING,
 LB0405'1 FOOT EAST OF THE NORTHWEST CORNER AND 1.5 FEET ABOVE THE
 LB0405'GROUND.
 LB0405
 LB0405                          STATION RECOVERY (1961)
 LB0405
 LB0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0405'RECOVERED IN GOOD CONDITION.
 LB0405
 LB0405                          STATION RECOVERY (2005)
 LB0405
 LB0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLN)
 LB0405'RECOVERED IN GOOD CONDITION.
 LB0405
 LB0405                          STATION RECOVERY (2007)
 LB0405
 LB0405'RECOVERY NOTE BY SURVEY FIRST LLC 2007 (RGC)
 LB0405'RECOVERED AS DESCRIBED
 LB0405
 LB0405                          STATION RECOVERY (2007)
 LB0405
 LB0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 LB0405'LB0405 (A 184) IS LOCATED ON A BUILDING THAT IS SLATED TO BE TORN
 LB0405'DOWN.  JOE MULLINS SURVEY MANAGER HAMILTON COUNTY SURVEYOR'S OFFICE
 LB0405'NOBLESVILLE, IN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0277 ***********************************************************************
 ME0277  DESIGNATION -  A 185
 ME0277  PID         -  ME0277
 ME0277  STATE/COUNTY-  IN/MARSHALL
 ME0277  COUNTRY     -  US
 ME0277  USGS QUAD   -  PLYMOUTH (2019)
 ME0277
 ME0277                         *CURRENT SURVEY CONTROL
 ME0277  ______________________________________________________________________
 ME0277* NAD 83(1986) POSITION- 41 20 47.     (N) 086 21 28.     (W)   SCALED
 ME0277* NAVD 88 ORTHO HEIGHT -   249.355 (meters)      818.09  (feet) ADJUSTED
 ME0277  ______________________________________________________________________
 ME0277  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME0277  DYNAMIC HEIGHT  -        249.252 (meters)      817.75  (feet) COMP
 ME0277  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 ME0277
 ME0277  VERT ORDER      -  FIRST     CLASS I
 ME0277
 ME0277.The horizontal coordinates were scaled from a map and have
 ME0277.an estimated accuracy of +/- 6 seconds.
 ME0277
 ME0277.The orthometric height was determined by differential leveling and
 ME0277.adjusted by the NATIONAL GEODETIC SURVEY
 ME0277.in April 1995.
 ME0277
 ME0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0277.GEOID18 height accuracy estimate available here.
 ME0277
 ME0277.Click photographs - Photos may exist for this station.
 ME0277
 ME0277.The dynamic height is computed by dividing the NAVD 88
 ME0277.geopotential number by the normal gravity value computed on the
 ME0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0277.degrees latitude (g = 980.6199 gals.).
 ME0277
 ME0277.The modeled gravity was interpolated from observed gravity values.
 ME0277
 ME0277;                    North         East    Units  Estimated Accuracy
 ME0277;SPC IN E     -   677,260.       42,160.      MT  (+/- 180 meters Scaled)
 ME0277
 ME0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL537774(NAD 83)
 ME0277
 ME0277                          SUPERSEDED SURVEY CONTROL
 ME0277
 ME0277  NAVD 88 (06/15/91)  249.353  (m)          818.09   (f) SUPERSEDED  1 1
 ME0277  NGVD 29 (01/19/93)  249.471  (m)          818.47   (f) ADJUSTED    1 1
 ME0277  NGVD 29 (??/??/92)  249.471  (m)          818.47   (f) SUPERSEDED  1 1
 ME0277
 ME0277.Superseded values are not recommended for survey control.
 ME0277
 ME0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0277.See file dsdata.pdf to determine how the superseded data were derived.
 ME0277
 ME0277_MARKER: DB = BENCH MARK DISK
 ME0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0277_SP_SET: FOOTING
 ME0277_STAMPING: A 185 1946
 ME0277_MARK LOGO: CGS
 ME0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0277+STABILITY: SURFACE MOTION
 ME0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0277+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0277
 ME0277  HISTORY     - Date     Condition        Report By
 ME0277  HISTORY     - 1946     MONUMENTED       CGS
 ME0277  HISTORY     - 1968     GOOD             CGS
 ME0277  HISTORY     - 1984     GOOD             USPSQD
 ME0277  HISTORY     - 1987     GOOD             USPSQD
 ME0277  HISTORY     - 1988     GOOD             USPSQD
 ME0277  HISTORY     - 1990     GOOD             USPSQD
 ME0277  HISTORY     - 19920907 GOOD             NGS
 ME0277
 ME0277                          STATION DESCRIPTION
 ME0277
 ME0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0277'2.3 MI W FROM PLYMOUTH.
 ME0277'ABOUT 2.3 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0277'STATION AT PLYMOUTH, ABOUT 0.2 MILE WEST OF MILEPOST 386, ABOUT
 ME0277'0.2 MILE EAST OF THE CROSSING OF COUNTY ROAD WEST 9 TH B ROAD,
 ME0277'SET ON THE TOP OF THE SOUTHEAST CORNER OF A 3-FOOT SQUARE
 ME0277'CONCRETE BASE, 6.1 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 ME0277'TRACK, 9 1/2 FEET EAST OF A SEMAPHORE AND 1 FOOT BELOW THE LEVEL
 ME0277'OF THE TRACK.  SEC 1, T 33 N, R 1 E.
 ME0277
 ME0277                          STATION RECOVERY (1984)
 ME0277
 ME0277'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0277'RECOVERED IN GOOD CONDITION.
 ME0277
 ME0277                          STATION RECOVERY (1987)
 ME0277
 ME0277'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0277'RECOVERED IN GOOD CONDITION.
 ME0277
 ME0277                          STATION RECOVERY (1988)
 ME0277
 ME0277'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0277'RECOVERED IN GOOD CONDITION.
 ME0277
 ME0277                          STATION RECOVERY (1990)
 ME0277
 ME0277'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0277'RECOVERED IN GOOD CONDITION.
 ME0277
 ME0277                          STATION RECOVERY (1992)
 ME0277
 ME0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0277'4.3 KM (2.65 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0277'OF STATE HIGHWAY 17 IN PLYMOUTH, 27.0 M (88.6 FT) EAST OF THE CENTER
 ME0277'OF WEST 9TH ROAD, 15.9 M (52.2 FT) NORTH-NORTHEAST OF THE EAST CORNER
 ME0277'OF A CONTROL BOX, 12.2 M (40.0 FT) SOUTH OF A FENCE, 5.7 M (18.7 FT)
 ME0277'NORTH OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK,
 ME0277'AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1315 ***********************************************************************
 MD1315  DESIGNATION -  A 186
 MD1315  PID         -  MD1315
 MD1315  STATE/COUNTY-  IN/WHITLEY
 MD1315  COUNTRY     -  US
 MD1315  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1315
 MD1315                         *CURRENT SURVEY CONTROL
 MD1315  ______________________________________________________________________
 MD1315* NAD 83(1986) POSITION- 41 00 14.     (N) 085 30 50.     (W)   SCALED
 MD1315* NAVD 88 ORTHO HEIGHT -   257.645 (meters)      845.29  (feet) ADJUSTED
 MD1315  ______________________________________________________________________
 MD1315  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 MD1315  DYNAMIC HEIGHT  -        257.529 (meters)      844.91  (feet) COMP
 MD1315  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 MD1315
 MD1315  VERT ORDER      -  SECOND    CLASS 0
 MD1315
 MD1315.The horizontal coordinates were scaled from a map and have
 MD1315.an estimated accuracy of +/- 6 seconds.
 MD1315
 MD1315.The orthometric height was determined by differential leveling and
 MD1315.adjusted by the NATIONAL GEODETIC SURVEY
 MD1315.in June 1991.
 MD1315
 MD1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1315.GEOID18 height accuracy estimate available here.
 MD1315
 MD1315.Click photographs - Photos may exist for this station.
 MD1315
 MD1315.The dynamic height is computed by dividing the NAVD 88
 MD1315.geopotential number by the normal gravity value computed on the
 MD1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1315.degrees latitude (g = 980.6199 gals.).
 MD1315
 MD1315.The modeled gravity was interpolated from observed gravity values.
 MD1315
 MD1315;                    North         East    Units  Estimated Accuracy
 MD1315;SPC IN E     -   639,000.      112,850.      MT  (+/- 180 meters Scaled)
 MD1315
 MD1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL249402(NAD 83)
 MD1315
 MD1315                          SUPERSEDED SURVEY CONTROL
 MD1315
 MD1315  NGVD 29 (??/??/92)  257.780  (m)          845.73   (f) ADJ UNCH    2 0
 MD1315
 MD1315.Superseded values are not recommended for survey control.
 MD1315
 MD1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1315.See file dsdata.pdf to determine how the superseded data were derived.
 MD1315
 MD1315_MARKER: DB = BENCH MARK DISK
 MD1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1315_STAMPING: A 186 1946
 MD1315_MARK LOGO: CGS
 MD1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1315+STABILITY: SURFACE MOTION
 MD1315
 MD1315  HISTORY     - Date     Condition        Report By
 MD1315  HISTORY     - 1946     MONUMENTED       CGS
 MD1315  HISTORY     - 1961     GOOD             CGS
 MD1315  HISTORY     - 1973     GOOD             BRADY
 MD1315  HISTORY     - 1990     GOOD             USPSQD
 MD1315
 MD1315                          STATION DESCRIPTION
 MD1315
 MD1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1315'3.1 MI E FROM LUTHER.
 MD1315'ABOUT 3.1 MILES E ALONG NO. 114 INDIANA HIGHWAY FROM ITS
 MD1315'INTERSECTION WITH NO. 5 INDIANA HWY. AT LUTHER, 0.25 MILE W OF
 MD1315'E-W AND S ROAD (NO. 300 W) T-INTERSECTION, 31 FEET E AND ACROSS
 MD1315'A DRIVEWAY FROM NO. 142 POWER POLE, 22 FEET N OF CENTER LINE OF
 MD1315'20-FOOT ASPHALT HWY. PAVEMENT, 1.0 FEET LOWER THAN SAME, 18 FEET
 MD1315'E OF CENTER LINE OF GRAVEL DRIVEWAY, 1.8 FEET W OF STEEL WITNESS
 MD1315'POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD1315
 MD1315                          STATION RECOVERY (1973)
 MD1315
 MD1315'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 MD1315'RECOVERED IN GOOD CONDITION.
 MD1315
 MD1315                          STATION RECOVERY (1990)
 MD1315
 MD1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJU)
 MD1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1316 ***********************************************************************
 MD1316  DESIGNATION -  A 186 RESET
 MD1316  PID         -  MD1316
 MD1316  STATE/COUNTY-  IN/WHITLEY
 MD1316  COUNTRY     -  US
 MD1316  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1316
 MD1316                         *CURRENT SURVEY CONTROL
 MD1316  ______________________________________________________________________
 MD1316* NAD 83(1986) POSITION- 41 00 14.     (N) 085 30 50.     (W)   SCALED
 MD1316* NAVD 88 ORTHO HEIGHT -   257.73  (meters)      845.6   (feet) RESET
 MD1316  ______________________________________________________________________
 MD1316  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 MD1316  VERT ORDER      -  THIRD
 MD1316
 MD1316.The horizontal coordinates were scaled from a map and have
 MD1316.an estimated accuracy of +/- 6 seconds.
 MD1316
 MD1316.The orthometric height was computed from unverified reset data.
 MD1316
 MD1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1316.GEOID18 height accuracy estimate available here.
 MD1316
 MD1316.Click photographs - Photos may exist for this station.
 MD1316
 MD1316;                    North         East    Units  Estimated Accuracy
 MD1316;SPC IN E     -   639,000.      112,850.      MT  (+/- 180 meters Scaled)
 MD1316
 MD1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL249402(NAD 83)
 MD1316
 MD1316                          SUPERSEDED SURVEY CONTROL
 MD1316
 MD1316.No superseded survey control is available for this station.
 MD1316
 MD1316_MARKER: DB = BENCH MARK DISK
 MD1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1316_STAMPING: A 186 1946 RESET 1966
 MD1316_MARK LOGO: CGS
 MD1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1316+STABILITY: SURFACE MOTION
 MD1316
 MD1316  HISTORY     - Date     Condition        Report By
 MD1316  HISTORY     - 1966     MONUMENTED       CGS
 MD1316
 MD1316                          STATION DESCRIPTION
 MD1316
 MD1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1316'3.1 MI E FROM LUTHER.
 MD1316'THE MARK IS 3.1 MILES WEST ALONG STATE ROUTE 114 FROM THE
 MD1316'INTERSECTION OF STATE ROUTE 5 AT LUTHER 2.25 MILES WEST OF THE
 MD1316'INTERSECTION OF STATE ROUTES 9 AND 114, AND ABOUT 0.25 MILE WEST
 MD1316'OF THE JUNCTION OF A T-ROAD LEADING NORTH.  IT IS 50 FEET NORTH
 MD1316'OF THE APPROXIMATE CENTER OF STATE ROUTE 114, 50 FEET SOUTH OF
 MD1316'A 12-INCH CEDAR TREE, 32 FEET EAST OF A 12-INCH CEDAR TREE, 30
 MD1316'FEET SOUTH OF BRACED TELEPHONE POLE NO. 86.1, 13 FEET EAST OF
 MD1316'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, AND 2.3 FEET SOUTH
 MD1316'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 MD1316'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 MD1316'INCHES AND THE DISK IS STAMPED A 186 1946 RESET 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1089 ***********************************************************************
 MD1089  DESIGNATION -  A 187
 MD1089  PID         -  MD1089
 MD1089  STATE/COUNTY-  IN/WHITLEY
 MD1089  COUNTRY     -  US
 MD1089  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1089
 MD1089                         *CURRENT SURVEY CONTROL
 MD1089  ______________________________________________________________________
 MD1089* NAD 83(1986) POSITION- 41 01 53.     (N) 085 37 30.     (W)   SCALED
 MD1089* NAVD 88 ORTHO HEIGHT -   261.393 (meters)      857.59  (feet) ADJUSTED
 MD1089  ______________________________________________________________________
 MD1089  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 MD1089  DYNAMIC HEIGHT  -        261.275 (meters)      857.20  (feet) COMP
 MD1089  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 MD1089
 MD1089  VERT ORDER      -  SECOND    CLASS 0
 MD1089
 MD1089.The horizontal coordinates were scaled from a map and have
 MD1089.an estimated accuracy of +/- 6 seconds.
 MD1089
 MD1089.The orthometric height was determined by differential leveling and
 MD1089.adjusted by the NATIONAL GEODETIC SURVEY
 MD1089.in June 1991.
 MD1089
 MD1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1089.GEOID18 height accuracy estimate available here.
 MD1089
 MD1089.Click photographs - Photos may exist for this station.
 MD1089
 MD1089.The dynamic height is computed by dividing the NAVD 88
 MD1089.geopotential number by the normal gravity value computed on the
 MD1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1089.degrees latitude (g = 980.6199 gals.).
 MD1089
 MD1089.The modeled gravity was interpolated from observed gravity values.
 MD1089
 MD1089;                    North         East    Units  Estimated Accuracy
 MD1089;SPC IN E     -   642,050.      103,500.      MT  (+/- 180 meters Scaled)
 MD1089
 MD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL155431(NAD 83)
 MD1089
 MD1089                          SUPERSEDED SURVEY CONTROL
 MD1089
 MD1089  NGVD 29 (??/??/92)  261.522  (m)          858.01   (f) ADJ UNCH    2 0
 MD1089
 MD1089.Superseded values are not recommended for survey control.
 MD1089
 MD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1089.See file dsdata.pdf to determine how the superseded data were derived.
 MD1089
 MD1089_MARKER: DB = BENCH MARK DISK
 MD1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1089_STAMPING: A 187 1946
 MD1089_MARK LOGO: CGS
 MD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1089+STABILITY: SURFACE MOTION
 MD1089
 MD1089  HISTORY     - Date     Condition        Report By
 MD1089  HISTORY     - 1946     MONUMENTED       CGS
 MD1089  HISTORY     - 1961     GOOD             CGS
 MD1089
 MD1089                          STATION DESCRIPTION
 MD1089
 MD1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1089'3.9 MI S FROM SOUTH WHITLEY.
 MD1089'ABOUT 0.9 MILE SE ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1089'OFFICE IN SOUTH WHITLEY, THENCE 0.2 MILE WSW AND 3.0 MILES S
 MD1089'ALONG NO. 105 INDIANA HIGHWAY TO ASPHALT CROSSROADS AND MARK
 MD1089'ON THE RIGHT, 73 FEET N OF CENTER LINE OF NO. 900 S COUNTY ROAD,
 MD1089'51 FEET N OF A FENCE CORNER, 26 FEET W OF CENTER LINE OF 18-FOOT
 MD1089'ASPHALT HIGHWAY PAVEMENT, 0.7 FOOT LOWER THAN SAME, 1.5 FEET
 MD1089'W OF FENCE, 1.7 FEET SW OF STEEL WITNESS POST, AND PROJECTING
 MD1089'0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1293 ***********************************************************************
 MD1293  DESIGNATION -  A 188
 MD1293  PID         -  MD1293
 MD1293  STATE/COUNTY-  IN/WABASH
 MD1293  COUNTRY     -  US
 MD1293  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1293
 MD1293                         *CURRENT SURVEY CONTROL
 MD1293  ______________________________________________________________________
 MD1293* NAD 83(1986) POSITION- 41 00 01.6    (N) 085 47 16.3    (W)   HD_HELD2
 MD1293* NAVD 88 ORTHO HEIGHT -   236.905 (meters)      777.25  (feet) ADJUSTED
 MD1293  ______________________________________________________________________
 MD1293  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 MD1293  DYNAMIC HEIGHT  -        236.797 (meters)      776.89  (feet) COMP
 MD1293  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 MD1293
 MD1293  VERT ORDER      -  SECOND    CLASS 0
 MD1293
 MD1293.The horizontal coordinates were established by autonomous hand held GPS
 MD1293.observations and have an estimated accuracy of +/- 10 meters.
 MD1293
 MD1293.The orthometric height was determined by differential leveling and
 MD1293.adjusted by the NATIONAL GEODETIC SURVEY
 MD1293.in June 1991.
 MD1293
 MD1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1293.GEOID18 height accuracy estimate available here.
 MD1293
 MD1293.Click photographs - Photos may exist for this station.
 MD1293
 MD1293.The dynamic height is computed by dividing the NAVD 88
 MD1293.geopotential number by the normal gravity value computed on the
 MD1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1293.degrees latitude (g = 980.6199 gals.).
 MD1293
 MD1293.The modeled gravity was interpolated from observed gravity values.
 MD1293
 MD1293;                    North         East    Units  Estimated Accuracy
 MD1293;SPC IN E     -   638,615.       89,804.      MT  (+/- 10 meters HH2 GPS)
 MD1293
 MD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0194339513(NAD 83)
 MD1293
 MD1293                          SUPERSEDED SURVEY CONTROL
 MD1293
 MD1293  NGVD 29 (??/??/92)  237.031  (m)          777.66   (f) ADJ UNCH    2 0
 MD1293
 MD1293.Superseded values are not recommended for survey control.
 MD1293
 MD1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1293.See file dsdata.pdf to determine how the superseded data were derived.
 MD1293
 MD1293_MARKER: DB = BENCH MARK DISK
 MD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1293_STAMPING: A 188 1946
 MD1293_MARK LOGO: CGS
 MD1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1293+STABILITY: SURFACE MOTION
 MD1293
 MD1293  HISTORY     - Date     Condition        Report By
 MD1293  HISTORY     - 1946     MONUMENTED       CGS
 MD1293
 MD1293                          STATION DESCRIPTION
 MD1293
 MD1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1293'AT NORTH MANCHESTER.
 MD1293'AT NORTH MANCHESTER AIRPORT, AT THE SOUTHWEST CORNER OF THE
 MD1293'FIELD, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR,
 MD1293'62 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 114, 11 FEET
 MD1293'NORTH OF A FENCE CORNER, 2 FEET EAST OF THE WEST AIRPORT BOUNDRY
 MD1293'FENCE, 33 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE
 MD1293'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1293'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0867 ***********************************************************************
 LA0867  DESIGNATION -  A 189
 LA0867  PID         -  LA0867
 LA0867  STATE/COUNTY-  IN/ALLEN
 LA0867  COUNTRY     -  US
 LA0867  USGS QUAD   -  ZANESVILLE (2019)
 LA0867
 LA0867                         *CURRENT SURVEY CONTROL
 LA0867  ______________________________________________________________________
 LA0867* NAD 83(1986) POSITION- 40 55 53.     (N) 085 19 08.     (W)   SCALED
 LA0867* NAVD 88 ORTHO HEIGHT -   242.814 (meters)      796.63  (feet) ADJUSTED
 LA0867  ______________________________________________________________________
 LA0867  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 LA0867  DYNAMIC HEIGHT  -        242.705 (meters)      796.27  (feet) COMP
 LA0867  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 LA0867
 LA0867  VERT ORDER      -  SECOND    CLASS 0
 LA0867
 LA0867.The horizontal coordinates were scaled from a map and have
 LA0867.an estimated accuracy of +/- 6 seconds.
 LA0867
 LA0867.The orthometric height was determined by differential leveling and
 LA0867.adjusted by the NATIONAL GEODETIC SURVEY
 LA0867.in June 1991.
 LA0867
 LA0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0867.GEOID18 height accuracy estimate available here.
 LA0867
 LA0867.Click photographs - Photos may exist for this station.
 LA0867
 LA0867.The dynamic height is computed by dividing the NAVD 88
 LA0867.geopotential number by the normal gravity value computed on the
 LA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0867.degrees latitude (g = 980.6199 gals.).
 LA0867
 LA0867.The modeled gravity was interpolated from observed gravity values.
 LA0867
 LA0867;                    North         East    Units  Estimated Accuracy
 LA0867;SPC IN E     -   631,000.      129,290.      MT  (+/- 180 meters Scaled)
 LA0867
 LA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL415325(NAD 83)
 LA0867
 LA0867                          SUPERSEDED SURVEY CONTROL
 LA0867
 LA0867  NGVD 29 (??/??/92)  242.956  (m)          797.10   (f) ADJ UNCH    2 0
 LA0867
 LA0867.Superseded values are not recommended for survey control.
 LA0867
 LA0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0867.See file dsdata.pdf to determine how the superseded data were derived.
 LA0867
 LA0867_MARKER: DB = BENCH MARK DISK
 LA0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0867_STAMPING: A 189 1946
 LA0867_MARK LOGO: CGS
 LA0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0867+STABILITY: SURFACE MOTION
 LA0867
 LA0867  HISTORY     - Date     Condition        Report By
 LA0867  HISTORY     - 1946     MONUMENTED       CGS
 LA0867  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0867
 LA0867                          STATION DESCRIPTION
 LA0867
 LA0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0867'4.8 MI S FROM ABOITE.
 LA0867'ABOUT 4.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0867'RAILWAY CROSSING AT ABOITE, 1.0 MILE NORTH OF THE WELLS-ALLEN
 LA0867'COUNTY LINE, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD,
 LA0867'IN THE NORTHEAST QUARTER OF THE INTERSECTION, 68 FEET NORTH
 LA0867'OF THE CENTER LINE OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 LA0867'CENTER LINE OF THE NORTH-SOUTH ROAD, 1.1 FOOT SOUTH OF THE NORTH
 LA0867'END OF THE HEADWALL, AND ABOUT 0.5 FOOT BELOW THE ROAD LEVEL.
 LA0867'NOTE-- TO REACH THIS MARK FROM THE POST OFFICE AT ZANESVILLE,
 LA0867'PROCEED WEST ALONG A PAVED STREET FOR 0.15 MILE TO THE INTERSECTION
 LA0867'WITH STATE HIGHWAY 3, CONTINUE WEST ALONG THE WELLS-ALLEN COUNTY
 LA0867'LINE ROAD FOR 1.85 MILE TO A NORTH-SOUTH ROAD INTERSECTION.
 LA0867'TURN NORTH ALONG THE GRAVEL ROAD AND GO 1.0 MILE TO A CROSS
 LA0867'ROAD AND THE SITE OF THE MARK.
 LA0867
 LA0867                          STATION RECOVERY (2014)
 LA0867
 LA0867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0867'T-E, INC. MARK NOT FOUND.  GROUND ELEVATIONS APPEAR TO HAVE BEEN
 LA0867'LOWERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0803 ***********************************************************************
 MD0803  DESIGNATION -  A 190
 MD0803  PID         -  MD0803
 MD0803  STATE/COUNTY-  IN/ALLEN
 MD0803  COUNTRY     -  US
 MD0803  USGS QUAD   -  ARCOLA (2019)
 MD0803
 MD0803                         *CURRENT SURVEY CONTROL
 MD0803  ______________________________________________________________________
 MD0803* NAD 83(1986) POSITION- 41 00 50.     (N) 085 19 21.     (W)   SCALED
 MD0803* NAVD 88 ORTHO HEIGHT -   233.815 (meters)      767.11  (feet) ADJUSTED
 MD0803  ______________________________________________________________________
 MD0803  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 MD0803  DYNAMIC HEIGHT  -        233.716 (meters)      766.78  (feet) COMP
 MD0803  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 MD0803
 MD0803  VERT ORDER      -  SECOND    CLASS 0
 MD0803
 MD0803.The horizontal coordinates were scaled from a map and have
 MD0803.an estimated accuracy of +/- 6 seconds.
 MD0803
 MD0803.The orthometric height was determined by differential leveling and
 MD0803.adjusted by the NATIONAL GEODETIC SURVEY
 MD0803.in June 1991.
 MD0803
 MD0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0803.GEOID18 height accuracy estimate available here.
 MD0803
 MD0803.Click photographs - Photos may exist for this station.
 MD0803
 MD0803.The dynamic height is computed by dividing the NAVD 88
 MD0803.geopotential number by the normal gravity value computed on the
 MD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0803.degrees latitude (g = 980.6199 gals.).
 MD0803
 MD0803.The modeled gravity was interpolated from observed gravity values.
 MD0803
 MD0803;                    North         East    Units  Estimated Accuracy
 MD0803;SPC IN E     -   640,160.      128,950.      MT  (+/- 180 meters Scaled)
 MD0803
 MD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL410416(NAD 83)
 MD0803
 MD0803                          SUPERSEDED SURVEY CONTROL
 MD0803
 MD0803  NGVD 29 (??/??/92)  233.963  (m)          767.59   (f) ADJ UNCH    2 0
 MD0803
 MD0803.Superseded values are not recommended for survey control.
 MD0803
 MD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0803.See file dsdata.pdf to determine how the superseded data were derived.
 MD0803
 MD0803_MARKER: DB = BENCH MARK DISK
 MD0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0803_SP_SET: BRIDGE
 MD0803_STAMPING: A 190 1946
 MD0803_MARK LOGO: CGS
 MD0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0803
 MD0803  HISTORY     - Date     Condition        Report By
 MD0803  HISTORY     - 1946     MONUMENTED       CGS
 MD0803  HISTORY     - 1968     GOOD             INHD
 MD0803
 MD0803                          STATION DESCRIPTION
 MD0803
 MD0803'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0803'1 MI N FROM ABOITE.
 MD0803'1.05 MILES NORTH ALONG A PAVED ROAD FROM THE WABASH RAILWAY
 MD0803'CROSSING AT ABOITE, AT THE INTERSECTION OF U.S. 24 IN THE NORTH
 MD0803'WINGWALL OF THE NORTHEAST END OF THE SOUTHEASTERLY OF THE TWO
 MD0803'IDENTICALLY 76 FT. CONCRETE BRIDGES UNDER THE DUAL LANE HIGHWAY,
 MD0803'17 FT. NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE,
 MD0803'1.6 FT. NORTHWEST OF THE CONCRETE GUARDRAIL AND ABOUT 0.5 FT.
 MD0803'ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0297 ***********************************************************************
 LB0297  DESIGNATION -  A 191
 LB0297  PID         -  LB0297
 LB0297  STATE/COUNTY-  IN/MIAMI
 LB0297  COUNTRY     -  US
 LB0297  USGS QUAD   -  MIAMI (2019)
 LB0297
 LB0297                         *CURRENT SURVEY CONTROL
 LB0297  ______________________________________________________________________
 LB0297* NAD 83(1986) POSITION- 40 35 06.     (N) 086 05 20.     (W)   SCALED
 LB0297* NAVD 88 ORTHO HEIGHT -   249.636 (meters)      819.01  (feet) ADJUSTED
 LB0297  ______________________________________________________________________
 LB0297  GEOID HEIGHT    -        -34.372 (meters)                     GEOID18
 LB0297  DYNAMIC HEIGHT  -        249.510 (meters)      818.60  (feet) COMP
 LB0297  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 LB0297
 LB0297  VERT ORDER      -  SECOND    CLASS 0
 LB0297
 LB0297.The horizontal coordinates were scaled from a map and have
 LB0297.an estimated accuracy of +/- 6 seconds.
 LB0297
 LB0297.The orthometric height was determined by differential leveling and
 LB0297.adjusted by the NATIONAL GEODETIC SURVEY
 LB0297.in June 1991.
 LB0297
 LB0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0297.GEOID18 height accuracy estimate available here.
 LB0297
 LB0297.Click photographs - Photos may exist for this station.
 LB0297
 LB0297.The dynamic height is computed by dividing the NAVD 88
 LB0297.geopotential number by the normal gravity value computed on the
 LB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0297.degrees latitude (g = 980.6199 gals.).
 LB0297
 LB0297.The modeled gravity was interpolated from observed gravity values.
 LB0297
 LB0297;                    North         East    Units  Estimated Accuracy
 LB0297;SPC IN E     -   592,560.       64,260.      MT  (+/- 180 meters Scaled)
 LB0297
 LB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK771930(NAD 83)
 LB0297
 LB0297                          SUPERSEDED SURVEY CONTROL
 LB0297
 LB0297  NGVD 29 (??/??/92)  249.758  (m)          819.41   (f) ADJ UNCH    2 0
 LB0297
 LB0297.Superseded values are not recommended for survey control.
 LB0297
 LB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0297.See file dsdata.pdf to determine how the superseded data were derived.
 LB0297
 LB0297_MARKER: DB = BENCH MARK DISK
 LB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0297_STAMPING: A 191 1946
 LB0297_MARK LOGO: CGS
 LB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0297+STABILITY: SURFACE MOTION
 LB0297
 LB0297  HISTORY     - Date     Condition        Report By
 LB0297  HISTORY     - 1946     MONUMENTED       CGS
 LB0297
 LB0297                          STATION DESCRIPTION
 LB0297
 LB0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0297'1.2 MI E FROM BENNETTS SWITCH.
 LB0297'ABOUT 1.2 MILE EAST ALONG STATE HIGHWAY 18 FROM THE M.E. CHURCH
 LB0297'AT BENNETTS SWITCH, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LB0297'OF A GRAVEL ROAD, 96 FEET EAST AND ACROSS THE NORTH-SOUTH ROAD
 LB0297'FROM A TWO STORY WHITE HOUSE, 42 FEET SOUTH OF THE CENTER LINE OF
 LB0297'THE HIGHWAY, 20 FEET EAST OF THE GRAVEL ROAD, 3.5 FEET SOUTH OF
 LB0297'TELEPHONE POLE NO. 45, 1 FOOT WEST OF A FENCE LINE, ABOUT 1.5
 LB0297'FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LB0297'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1890 ***********************************************************************
 LA1890  DESIGNATION -  A 192
 LA1890  PID         -  LA1890
 LA1890  STATE/COUNTY-  IN/HOWARD
 LA1890  COUNTRY     -  US
 LA1890  USGS QUAD   -  AMBOY (2019)
 LA1890
 LA1890                         *CURRENT SURVEY CONTROL
 LA1890  ______________________________________________________________________
 LA1890* NAD 83(1986) POSITION- 40 33 51.59   (N) 085 58 36.62   (W)   HD_HELD1
 LA1890* NAVD 88 ORTHO HEIGHT -   253.092 (meters)      830.35  (feet) ADJUSTED
 LA1890  ______________________________________________________________________
 LA1890  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 LA1890  DYNAMIC HEIGHT  -        252.964 (meters)      829.93  (feet) COMP
 LA1890  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 LA1890
 LA1890  VERT ORDER      -  SECOND    CLASS 0
 LA1890
 LA1890.The horizontal coordinates were determined by differentially corrected
 LA1890.hand held GPS observations or other comparable positioning techniques
 LA1890.and have an estimated accuracy of +/- 3 meters.
 LA1890
 LA1890.The orthometric height was determined by differential leveling and
 LA1890.adjusted by the NATIONAL GEODETIC SURVEY
 LA1890.in June 1991.
 LA1890
 LA1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1890.GEOID18 height accuracy estimate available here.
 LA1890
 LA1890.Click photographs - Photos may exist for this station.
 LA1890
 LA1890.The dynamic height is computed by dividing the NAVD 88
 LA1890.geopotential number by the normal gravity value computed on the
 LA1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1890.degrees latitude (g = 980.6199 gals.).
 LA1890
 LA1890.The modeled gravity was interpolated from observed gravity values.
 LA1890
 LA1890;                    North         East    Units  Estimated Accuracy
 LA1890;SPC IN E     -   590,225.1      73,733.4     MT  (+/- 3 meters HH1 GPS) 
 LA1890
 LA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8661490898(NAD 83)
 LA1890
 LA1890                          SUPERSEDED SURVEY CONTROL
 LA1890
 LA1890  NGVD 29 (??/??/92)  253.217  (m)          830.76   (f) ADJ UNCH    2 0
 LA1890
 LA1890.Superseded values are not recommended for survey control.
 LA1890
 LA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1890.See file dsdata.pdf to determine how the superseded data were derived.
 LA1890
 LA1890_MARKER: DB = BENCH MARK DISK
 LA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1890_STAMPING: A 192 1946
 LA1890_MARK LOGO: CGS
 LA1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1890+STABILITY: SURFACE MOTION
 LA1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1890+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LA1890
 LA1890  HISTORY     - Date     Condition        Report By
 LA1890  HISTORY     - 1946     MONUMENTED       CGS
 LA1890  HISTORY     - 1960     GOOD             USGS
 LA1890  HISTORY     - 20100401 GOOD             INDIV
 LA1890  HISTORY     - 20110706 GOOD             INDIV
 LA1890
 LA1890                          STATION DESCRIPTION
 LA1890
 LA1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1890'2 MI N FROM PLEVANA.
 LA1890'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE DUNKARD BRETHREN
 LA1890'CHURCH AT HOWARD-MIAMI COUNTY LINE CROSS ROAD, 32 FEET SOUTH
 LA1890'OF THE COUNTY LINE ROAD, 25 FEET WEST OF THE CENTER LINE OF THE
 LA1890'NORTH-SOUTH ROAD, 15 FEET SOUTHWEST OF POWER POLE NO. 6/201/441,
 LA1890'13 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 LA1890'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 LA1890'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED
 LA1890'FROM THE UNITED BRETHREN CHURCH AT WAWPECONG BY GOING ABOUT
 LA1890'3.6 MILES EAST ALONG STATE HIGHWAY 18, THENCE ABOUT 1.0 MILE
 LA1890'SOUTH ALONG A GRAVEL ROAD AND SITE OF MARK.  NOTE-- USE WITH
 LA1890'CAUTION.
 LA1890
 LA1890                          STATION RECOVERY (1960)
 LA1890
 LA1890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1890'RECOVERED IN GOOD CONDITION.
 LA1890
 LA1890                          STATION RECOVERY (2010)
 LA1890
 LA1890'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRH)
 LA1890'RECOVERED IN GOOD CONDITION.
 LA1890
 LA1890                          STATION RECOVERY (2011)
 LA1890
 LA1890'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1890'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1483 ***********************************************************************
 LA1483  DESIGNATION -  A 194
 LA1483  PID         -  LA1483
 LA1483  STATE/COUNTY-  IN/MADISON
 LA1483  COUNTRY     -  US
 LA1483  USGS QUAD   -  FRANKTON (2019)
 LA1483
 LA1483                         *CURRENT SURVEY CONTROL
 LA1483  ______________________________________________________________________
 LA1483* NAD 83(1986) POSITION- 40 10 42.     (N) 085 47 09.     (W)   SCALED
 LA1483* NAVD 88 ORTHO HEIGHT -   261.093 (meters)      856.60  (feet) ADJUSTED
 LA1483  ______________________________________________________________________
 LA1483  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LA1483  DYNAMIC HEIGHT  -        260.952 (meters)      856.14  (feet) COMP
 LA1483  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LA1483
 LA1483  VERT ORDER      -  SECOND    CLASS 0
 LA1483
 LA1483.The horizontal coordinates were scaled from a map and have
 LA1483.an estimated accuracy of +/- 6 seconds.
 LA1483
 LA1483.The orthometric height was determined by differential leveling and
 LA1483.adjusted by the NATIONAL GEODETIC SURVEY
 LA1483.in June 1991.
 LA1483
 LA1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1483.GEOID18 height accuracy estimate available here.
 LA1483
 LA1483.Click photographs - Photos may exist for this station.
 LA1483
 LA1483.The dynamic height is computed by dividing the NAVD 88
 LA1483.geopotential number by the normal gravity value computed on the
 LA1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1483.degrees latitude (g = 980.6199 gals.).
 LA1483
 LA1483.The modeled gravity was interpolated from observed gravity values.
 LA1483
 LA1483;                    North         East    Units  Estimated Accuracy
 LA1483;SPC IN E     -   547,330.       89,850.      MT  (+/- 180 meters Scaled)
 LA1483
 LA1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK033482(NAD 83)
 LA1483
 LA1483                          SUPERSEDED SURVEY CONTROL
 LA1483
 LA1483  NGVD 29 (??/??/92)  261.23   (m)          857.1    (f) COMPUTED    2 0
 LA1483
 LA1483.Superseded values are not recommended for survey control.
 LA1483
 LA1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1483.See file dsdata.pdf to determine how the superseded data were derived.
 LA1483
 LA1483_MARKER: DB = BENCH MARK DISK
 LA1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1483_STAMPING: A 194 1946
 LA1483_MARK LOGO: CGS
 LA1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1483+STABILITY: SURFACE MOTION
 LA1483
 LA1483  HISTORY     - Date     Condition        Report By
 LA1483  HISTORY     - 1946     MONUMENTED       CGS
 LA1483  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1483
 LA1483                          STATION DESCRIPTION
 LA1483
 LA1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1483'6.6 MI W FROM LINWOOD.
 LA1483'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1483'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, THENCE ABOUT 1.05 MILES
 LA1483'SOUTH ALONG A COUNTY PAVED ROAD, THENCE ABOUT 1.1 MILES WEST ALONG
 LA1483'A GRAVEL ROAD, AT A CORRECTION JOG IN THE EAST-WEST SECTION LINE
 LA1483'ROAD, SET IN THE SOUTHWEST ANGLE OF A NORTH-SOUTH GRAVEL ROAD AND
 LA1483'THE WEST TANGENT OF THE SECTION LINE ROAD, ABOUT 200 FEET
 LA1483'SOUTH OF THE CENTER LINE OF THE EAST TANGENT OF THE SECTION
 LA1483'LINE ROAD, 17 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1483'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF
 LA1483'THE ROAD, 9.3 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE
 LA1483'FENCE LINE, 8.2 FEET SOUTH OF POWER POLE MA 595, ABOUT LEVEL
 LA1483'WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1483'6 INCHES.
 LA1483
 LA1483                          STATION RECOVERY (2023)
 LA1483
 LA1483'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1355 ***********************************************************************
 LA1355  DESIGNATION -  A 195
 LA1355  PID         -  LA1355
 LA1355  STATE/COUNTY-  IN/MADISON
 LA1355  COUNTRY     -  US
 LA1355  USGS QUAD   -  ELWOOD (2019)
 LA1355
 LA1355                         *CURRENT SURVEY CONTROL
 LA1355  ______________________________________________________________________
 LA1355* NAD 83(1986) POSITION- 40 15 46.32   (N) 085 49 13.02   (W)   HD_HELD1
 LA1355* NAVD 88 ORTHO HEIGHT -   264.616 (meters)      868.16  (feet) ADJUSTED
 LA1355  ______________________________________________________________________
 LA1355  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 LA1355  DYNAMIC HEIGHT  -        264.476 (meters)      867.70  (feet) COMP
 LA1355  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 LA1355
 LA1355  VERT ORDER      -  SECOND    CLASS 0
 LA1355
 LA1355.The horizontal coordinates were determined by differentially corrected
 LA1355.hand held GPS observations or other comparable positioning techniques
 LA1355.and have an estimated accuracy of +/- 3 meters.
 LA1355
 LA1355.The orthometric height was determined by differential leveling and
 LA1355.adjusted by the NATIONAL GEODETIC SURVEY
 LA1355.in June 1991.
 LA1355
 LA1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1355.GEOID18 height accuracy estimate available here.
 LA1355
 LA1355.Click photographs - Photos may exist for this station.
 LA1355
 LA1355.The dynamic height is computed by dividing the NAVD 88
 LA1355.geopotential number by the normal gravity value computed on the
 LA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1355.degrees latitude (g = 980.6199 gals.).
 LA1355
 LA1355.The modeled gravity was interpolated from observed gravity values.
 LA1355
 LA1355;                    North         East    Units  Estimated Accuracy
 LA1355;SPC IN E     -   556,716.0      86,933.0     MT  (+/- 3 meters HH1 GPS) 
 LA1355
 LA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0031457601(NAD 83)
 LA1355
 LA1355                          SUPERSEDED SURVEY CONTROL
 LA1355
 LA1355  NGVD 29 (??/??/92)  264.748  (m)          868.59   (f) ADJ UNCH    2 0
 LA1355
 LA1355.Superseded values are not recommended for survey control.
 LA1355
 LA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1355.See file dsdata.pdf to determine how the superseded data were derived.
 LA1355
 LA1355_MARKER: DB = BENCH MARK DISK
 LA1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1355_STAMPING: A 195 1946
 LA1355_MARK LOGO: CGS
 LA1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1355+STABILITY: SURFACE MOTION
 LA1355
 LA1355  HISTORY     - Date     Condition        Report By
 LA1355  HISTORY     - 1946     MONUMENTED       CGS
 LA1355
 LA1355                          STATION DESCRIPTION
 LA1355
 LA1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1355'2.8 MI SE FROM ELWOOD.
 LA1355'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1355'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 1.2 MILES SOUTHWEST
 LA1355'ALONG STATE HIGHWAY 37, 0.2 MILES NORTHEAST OF THE CROSSING OF
 LA1355'THE PENNSYLVANIA RAILROAD, AT THE INTERSECTION OF AN EAST-WEST
 LA1355'PAVED ROAD, 106 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 LA1355'50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 LA1355'NORTH EAST OF A FENCE CORNER, 13 FEET NORTHEAST OF TELEPHONE
 LA1355'POLE 121/2, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP
 LA1355'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0517 ***********************************************************************
 ME0517  DESIGNATION -  A 196
 ME0517  PID         -  ME0517
 ME0517  STATE/COUNTY-  IN/STARKE
 ME0517  COUNTRY     -  US
 ME0517  USGS QUAD   -  HAMLET (2019)
 ME0517
 ME0517                         *CURRENT SURVEY CONTROL
 ME0517  ______________________________________________________________________
 ME0517* NAD 83(1986) POSITION- 41 22 37.     (N) 086 32 38.     (W)   SCALED
 ME0517* NAVD 88 ORTHO HEIGHT -   213.948 (meters)      701.93  (feet) ADJUSTED
 ME0517  ______________________________________________________________________
 ME0517  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME0517  DYNAMIC HEIGHT  -        213.861 (meters)      701.64  (feet) COMP
 ME0517  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 ME0517
 ME0517  VERT ORDER      -  FIRST     CLASS I
 ME0517
 ME0517.The horizontal coordinates were scaled from a map and have
 ME0517.an estimated accuracy of +/- 6 seconds.
 ME0517
 ME0517.The orthometric height was determined by differential leveling and
 ME0517.adjusted by the NATIONAL GEODETIC SURVEY
 ME0517.in June 1991.
 ME0517
 ME0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0517.GEOID18 height accuracy estimate available here.
 ME0517
 ME0517.Click photographs - Photos may exist for this station.
 ME0517
 ME0517.The dynamic height is computed by dividing the NAVD 88
 ME0517.geopotential number by the normal gravity value computed on the
 ME0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0517.degrees latitude (g = 980.6199 gals.).
 ME0517
 ME0517.The modeled gravity was interpolated from observed gravity values.
 ME0517
 ME0517;                    North         East    Units  Estimated Accuracy
 ME0517;SPC IN W     -   680,560.      945,130.      MT  (+/- 180 meters Scaled)
 ME0517
 ME0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381807(NAD 83)
 ME0517
 ME0517                          SUPERSEDED SURVEY CONTROL
 ME0517
 ME0517  NGVD 29 (01/19/93)  214.051  (m)          702.27   (f) ADJUSTED    1 1
 ME0517  NGVD 29 (??/??/92)  214.051  (m)          702.27   (f) SUPERSEDED  1 1
 ME0517
 ME0517.Superseded values are not recommended for survey control.
 ME0517
 ME0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0517.See file dsdata.pdf to determine how the superseded data were derived.
 ME0517
 ME0517_MARKER: DB = BENCH MARK DISK
 ME0517_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0517_SP_SET: ABUTMENT
 ME0517_STAMPING: A 196 1946
 ME0517_MARK LOGO: CGS
 ME0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0517+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 ME0517
 ME0517  HISTORY     - Date     Condition        Report By
 ME0517  HISTORY     - 1946     MONUMENTED       CGS
 ME0517  HISTORY     - 1968     GOOD             CGS
 ME0517  HISTORY     - 1976     GOOD             LOCENG
 ME0517  HISTORY     - 19920907 GOOD             NGS
 ME0517  HISTORY     - 19990623 GOOD             USPSQD
 ME0517  HISTORY     - 20220727 GOOD             INDOT
 ME0517
 ME0517                          STATION DESCRIPTION
 ME0517
 ME0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0517'2 MI E FROM HAMLET.
 ME0517'ABOUT 2.0 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0517'CROSSING OF STARKE STREET AT HAMLET, IN SECTION 20, R 1 W, T 34
 ME0517'N, ABOUT 1.9 MILES WEST OF THE CROSSING OF STATE HIGHWAY 23 AT
 ME0517'GROVERTOWN, ABOUT 9 1/2 RAILS WEST OF MILEPOST 396, SET ON THE
 ME0517'TOP OF THE NORTH END OF THE WEST BRIDGE SEAT FOR A 40-FOOT
 ME0517'STONE BRIDGE OVER JAIN DITCH, 60 FEET NORTHWEST OF AND ACROSS THE
 ME0517'TRACK FROM BENCH MARK E 7 DESCRIBED, 11.0 FEET NORTH OF THE
 ME0517'NORTH RAIL OF THE WESTBOUND TRACK AND 4 1/2 FEET BELOW THE LEVEL
 ME0517'OF THE TRACK.  SEC 20, T 34 N, R 1 W.
 ME0517
 ME0517                          STATION RECOVERY (1976)
 ME0517
 ME0517'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 ME0517'RECOVERED IN GOOD CONDITION.
 ME0517
 ME0517                          STATION RECOVERY (1992)
 ME0517
 ME0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0517'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0517'HAMLET, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0517'IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE WEST STONE
 ME0517'ABUTMENT OF A RAILROAD BRIDGE SPANNING A DITCH, 8.0 M (26.2 FT) NORTH
 ME0517'OF THE NEAR RAIL, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK.
 ME0517
 ME0517                          STATION RECOVERY (1999)
 ME0517
 ME0517'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0517'RECOVERED IN GOOD CONDITION.
 ME0517
 ME0517                          STATION RECOVERY (2022)
 ME0517
 ME0517'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0517'TREE FOLIAGE ABOVE MARK MAKES IT UNSUITABLE FOR ACCURATE GPS
 ME0517'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0832 ***********************************************************************
 MD0832  DESIGNATION -  A 197
 MD0832  PID         -  MD0832
 MD0832  STATE/COUNTY-  IN/ALLEN
 MD0832  COUNTRY     -  US
 MD0832  USGS QUAD   -  HUNTERTOWN (2019)
 MD0832
 MD0832                         *CURRENT SURVEY CONTROL
 MD0832  ______________________________________________________________________
 MD0832* NAD 83(1986) POSITION- 41 11 28.     (N) 085 12 34.     (W)   SCALED
 MD0832* NAVD 88 ORTHO HEIGHT -   255.167 (meters)      837.16  (feet) ADJUSTED
 MD0832  ______________________________________________________________________
 MD0832  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 MD0832  DYNAMIC HEIGHT  -        255.069 (meters)      836.84  (feet) COMP
 MD0832  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 MD0832
 MD0832  VERT ORDER      -  SECOND    CLASS 0
 MD0832
 MD0832.The horizontal coordinates were scaled from a map and have
 MD0832.an estimated accuracy of +/- 6 seconds.
 MD0832
 MD0832.The orthometric height was determined by differential leveling and
 MD0832.adjusted by the NATIONAL GEODETIC SURVEY
 MD0832.in June 1991.
 MD0832
 MD0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0832.GEOID18 height accuracy estimate available here.
 MD0832
 MD0832.Click photographs - Photos may exist for this station.
 MD0832
 MD0832.The dynamic height is computed by dividing the NAVD 88
 MD0832.geopotential number by the normal gravity value computed on the
 MD0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0832.degrees latitude (g = 980.6199 gals.).
 MD0832
 MD0832.The modeled gravity was interpolated from observed gravity values.
 MD0832
 MD0832;                    North         East    Units  Estimated Accuracy
 MD0832;SPC IN E     -   659,880.      138,360.      MT  (+/- 180 meters Scaled)
 MD0832
 MD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL501615(NAD 83)
 MD0832
 MD0832                          SUPERSEDED SURVEY CONTROL
 MD0832
 MD0832  NGVD 29 (??/??/92)  255.320  (m)          837.66   (f) ADJ UNCH    2 0
 MD0832
 MD0832.Superseded values are not recommended for survey control.
 MD0832
 MD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0832.See file dsdata.pdf to determine how the superseded data were derived.
 MD0832
 MD0832_MARKER: DB = BENCH MARK DISK
 MD0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0832_STAMPING: A 197 1946
 MD0832_MARK LOGO: CGS
 MD0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0832+STABILITY: SURFACE MOTION
 MD0832
 MD0832  HISTORY     - Date     Condition        Report By
 MD0832  HISTORY     - 1946     MONUMENTED       CGS
 MD0832  HISTORY     - 1968     GOOD             INHD
 MD0832  HISTORY     - 1969     GOOD             CGS
 MD0832
 MD0832                          STATION DESCRIPTION
 MD0832
 MD0832'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0832'4.8 MI SW FROM HUNTERTOWN.
 MD0832'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 MD0832'AT HUNTERTOWN, THENCE ABOUT 2.25 MILES WEST ALONG A PAVED ROAD,
 MD0832'AT A CROSS ROAD AND THE ANDERSON MENNONITE CHURCH, ABOUT 120
 MD0832'FEET NORTHWEST AND ACROSS THE PAVED ROAD FROM THE NORTHWEST
 MD0832'CORNER OF THE CHURCH, 37 FEET EAST OF THE CENTER LINE OF THE
 MD0832'GRAVEL ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 MD0832'26.5 FEET SOUTHEAST OF POWER POLE NO. DD 1 45, 1 FOOT SOUTHWEST
 MD0832'OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MD0832'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- CROSSROAD-- HAND
 MD0832'ROAD AND CARROLL ROAD.
 MD0832
 MD0832                          STATION RECOVERY (1969)
 MD0832
 MD0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0957 ***********************************************************************
 MD0957  DESIGNATION -  A 198
 MD0957  PID         -  MD0957
 MD0957  STATE/COUNTY-  IN/ALLEN
 MD0957  COUNTRY     -  US
 MD0957  USGS QUAD   -  CEDARVILLE (2019)
 MD0957
 MD0957                         *CURRENT SURVEY CONTROL
 MD0957  ______________________________________________________________________
 MD0957* NAD 83(1986) POSITION- 41 13 37.     (N) 085 03 45.     (W)   SCALED
 MD0957* NAVD 88 ORTHO HEIGHT -   254.803 (meters)      835.97  (feet) ADJUSTED
 MD0957  ______________________________________________________________________
 MD0957  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 MD0957  DYNAMIC HEIGHT  -        254.700 (meters)      835.63  (feet) COMP
 MD0957  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 MD0957
 MD0957  VERT ORDER      -  SECOND    CLASS 0
 MD0957
 MD0957.The horizontal coordinates were scaled from a map and have
 MD0957.an estimated accuracy of +/- 6 seconds.
 MD0957
 MD0957.The orthometric height was determined by differential leveling and
 MD0957.adjusted by the NATIONAL GEODETIC SURVEY
 MD0957.in June 1991.
 MD0957
 MD0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0957.GEOID18 height accuracy estimate available here.
 MD0957
 MD0957.Click photographs - Photos may exist for this station.
 MD0957
 MD0957.The dynamic height is computed by dividing the NAVD 88
 MD0957.geopotential number by the normal gravity value computed on the
 MD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0957.degrees latitude (g = 980.6199 gals.).
 MD0957
 MD0957.The modeled gravity was interpolated from observed gravity values.
 MD0957
 MD0957;                    North         East    Units  Estimated Accuracy
 MD0957;SPC IN E     -   663,940.      150,660.      MT  (+/- 180 meters Scaled)
 MD0957
 MD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL623657(NAD 83)
 MD0957
 MD0957                          SUPERSEDED SURVEY CONTROL
 MD0957
 MD0957  NGVD 29 (??/??/92)  254.951  (m)          836.45   (f) ADJ UNCH    2 0
 MD0957
 MD0957.Superseded values are not recommended for survey control.
 MD0957
 MD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0957.See file dsdata.pdf to determine how the superseded data were derived.
 MD0957
 MD0957_MARKER: DB = BENCH MARK DISK
 MD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0957_STAMPING: A 198 1946
 MD0957_MARK LOGO: CGS
 MD0957_PROJECTION: RECESSED 6 CENTIMETERS
 MD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0957+STABILITY: SURFACE MOTION
 MD0957
 MD0957  HISTORY     - Date     Condition        Report By
 MD0957  HISTORY     - 1946     MONUMENTED       CGS
 MD0957  HISTORY     - 1962     GOOD             CGS
 MD0957
 MD0957                          STATION DESCRIPTION
 MD0957
 MD0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0957'3 MI W FROM LEO.
 MD0957'ABOUT 3.0 MILE W ALONG HOSLER ROAD FROM ITS INTERSECTION WITH
 MD0957'NO. 1 INDIANA HWY. AT NW CORNER OF CEMETERY IN LEO, 0.25 MILE
 MD0957'W OF A TURN IN THE ROAD WITH TANGENT EXTENDING W AND SE, 24
 MD0957'FEET S OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 0.3 FOOT
 MD0957'LOWER THAN SAME, 15 FEET SW OF THE GRILL-COVERED INLET FOR HWY.
 MD0957'CULVERT, 11.5 FEET W OF A PROPERTY-LINE FENCE CORNER, 11.5
 MD0957'FEET E OF PROJECTED PLANE OF E WALL OF CONCRETE FOUNDATION OF
 MD0957'A GARAGE ON S SIDE OF ROAD, AND NOW ABOUT 0.2 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2336 ***********************************************************************
 JZ2336  DESIGNATION -  A 2 RESET
 JZ2336  PID         -  JZ2336
 JZ2336  STATE/COUNTY-  IN/SHELBY
 JZ2336  COUNTRY     -  US
 JZ2336  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2336
 JZ2336                         *CURRENT SURVEY CONTROL
 JZ2336  ______________________________________________________________________
 JZ2336* NAD 83(1986) POSITION- 39 31 16.     (N) 085 46 37.     (W)   SCALED
 JZ2336* NAVD 88 ORTHO HEIGHT -   232.772 (meters)      763.69  (feet) ADJUSTED
 JZ2336  ______________________________________________________________________
 JZ2336  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JZ2336  DYNAMIC HEIGHT  -        232.635 (meters)      763.24  (feet) COMP
 JZ2336  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 JZ2336
 JZ2336  VERT ORDER      -  FIRST     CLASS II
 JZ2336
 JZ2336.The horizontal coordinates were scaled from a map and have
 JZ2336.an estimated accuracy of +/- 6 seconds.
 JZ2336
 JZ2336.The orthometric height was determined by differential leveling and
 JZ2336.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2336.in June 1991.
 JZ2336
 JZ2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2336.GEOID18 height accuracy estimate available here.
 JZ2336
 JZ2336.Click photographs - Photos may exist for this station.
 JZ2336
 JZ2336.The dynamic height is computed by dividing the NAVD 88
 JZ2336.geopotential number by the normal gravity value computed on the
 JZ2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2336.degrees latitude (g = 980.6199 gals.).
 JZ2336
 JZ2336.The modeled gravity was interpolated from observed gravity values.
 JZ2336
 JZ2336;                    North         East    Units  Estimated Accuracy
 JZ2336;SPC IN E     -   474,350.       90,520.      MT  (+/- 180 meters Scaled)
 JZ2336
 JZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ051753(NAD 83)
 JZ2336
 JZ2336                          SUPERSEDED SURVEY CONTROL
 JZ2336
 JZ2336  NGVD 29 (??/??/92)  232.883  (m)          764.05   (f) ADJ UNCH    1 2
 JZ2336
 JZ2336.Superseded values are not recommended for survey control.
 JZ2336
 JZ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2336.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2336
 JZ2336_MARKER: DB = BENCH MARK DISK
 JZ2336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2336_SP_SET: STEP
 JZ2336_STAMPING: A 2 RESET 1936
 JZ2336_MARK LOGO: CGS
 JZ2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2336
 JZ2336  HISTORY     - Date     Condition        Report By
 JZ2336  HISTORY     - 1936     MONUMENTED       LOCENG
 JZ2336  HISTORY     - 1947     GOOD             CGS
 JZ2336  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 JZ2336
 JZ2336                          STATION DESCRIPTION
 JZ2336
 JZ2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2336'AT SHELBYVILLE.
 JZ2336'AT SHELBYVILLE, SET IN THE TOP OF THE NORTH END OF THE BOTTOM
 JZ2336'STEP AT THE EAST ENTRANCE TO THE SHELBY COUNTY COURT HOUSE, 0.8
 JZ2336'FOOT ABOVE THE SIDE WALK.
 JZ2336
 JZ2336                          STATION RECOVERY (1977)
 JZ2336
 JZ2336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 JZ2336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0517 ***********************************************************************
 MD0517  DESIGNATION -  A 200
 MD0517  PID         -  MD0517
 MD0517  STATE/COUNTY-  IN/ALLEN
 MD0517  COUNTRY     -  US
 MD0517  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0517
 MD0517                         *CURRENT SURVEY CONTROL
 MD0517  ______________________________________________________________________
 MD0517* NAD 83(1986) POSITION- 41 13 11.     (N) 084 48 27.     (W)   SCALED
 MD0517* NAVD 88 ORTHO HEIGHT -   226.108 (meters)      741.82  (feet) ADJUSTED
 MD0517  ______________________________________________________________________
 MD0517  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 MD0517  DYNAMIC HEIGHT  -        226.018 (meters)      741.53  (feet) COMP
 MD0517  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 MD0517
 MD0517  VERT ORDER      -  SECOND    CLASS 0
 MD0517
 MD0517.The horizontal coordinates were scaled from a map and have
 MD0517.an estimated accuracy of +/- 6 seconds.
 MD0517
 MD0517.The orthometric height was determined by differential leveling and
 MD0517.adjusted by the NATIONAL GEODETIC SURVEY
 MD0517.in June 1991.
 MD0517
 MD0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0517.GEOID18 height accuracy estimate available here.
 MD0517
 MD0517.Click photographs - Photos may exist for this station.
 MD0517
 MD0517.The dynamic height is computed by dividing the NAVD 88
 MD0517.geopotential number by the normal gravity value computed on the
 MD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0517.degrees latitude (g = 980.6199 gals.).
 MD0517
 MD0517.The modeled gravity was interpolated from observed gravity values.
 MD0517
 MD0517;                    North         East    Units  Estimated Accuracy
 MD0517;SPC IN E     -   663,320.      172,040.      MT  (+/- 180 meters Scaled)
 MD0517
 MD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL837654(NAD 83)
 MD0517
 MD0517                          SUPERSEDED SURVEY CONTROL
 MD0517
 MD0517  NGVD 29 (??/??/92)  226.258  (m)          742.31   (f) ADJ UNCH    2 0
 MD0517
 MD0517.Superseded values are not recommended for survey control.
 MD0517
 MD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0517.See file dsdata.pdf to determine how the superseded data were derived.
 MD0517
 MD0517_MARKER: DB = BENCH MARK DISK
 MD0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0517_SP_SET: BRIDGE
 MD0517_STAMPING: A 200 1946
 MD0517_MARK LOGO: CGS
 MD0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0517
 MD0517  HISTORY     - Date     Condition        Report By
 MD0517  HISTORY     - 1946     MONUMENTED       CGS
 MD0517  HISTORY     - 1962     GOOD             CGS
 MD0517
 MD0517                          STATION DESCRIPTION
 MD0517
 MD0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0517'7.7 MI E FROM HARLAN.
 MD0517'ABOUT 2.9 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0517'WITH NO. 37 INDIANA HWY. IN THE HEART OF HARLAN, THENCE 1.0 MILES
 MD0517'N, THENCE 1.8 MILES E, THENCE 0.5 MILE NORTHWESTERLY, THENCE 1.5 MILES
 MD0517'E ON WORDEN ROAD TO THE MARK ON THE RIGHT, 0.2 MILE W OF STATE
 MD0517'LINE ROAD, 14 FEET S OF CENTER LINE OF ROAD, 1.0 FEET LOWER THAN
 MD0517'SAME, IN THE TOP OF THE E END OF THE S HEADWALL OF 16-FOOT
 MD0517'CONCRETE BRIDGE.  NOTE-- THE MARK MAY BE REACHED FROM THE POST
 MD0517'OFFICE IN ANTWERP, OHIO, BY GOING 3.05 MILES N ALONG NO. 49
 MD0517'OHIO HWY., THENCE 2.7 MILES W ON COUNTY ROAD, THENCE 0.2 MILE S
 MD0517'ALONG STATE LINE ROAD, THENCE 0.2 W ON BORDEN ROAD TO THE MARK
 MD0517'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0490 ***********************************************************************
 MD0490  DESIGNATION -  A 201
 MD0490  PID         -  MD0490
 MD0490  STATE/COUNTY-  IN/DE KALB
 MD0490  COUNTRY     -  US
 MD0490  USGS QUAD   -  SAINT JOE (2019)
 MD0490
 MD0490                         *CURRENT SURVEY CONTROL
 MD0490  ______________________________________________________________________
 MD0490* NAD 83(1986) POSITION- 41 16 53.     (N) 084 54 54.     (W)   SCALED
 MD0490* NAVD 88 ORTHO HEIGHT -   243.869 (meters)      800.09  (feet) ADJUSTED
 MD0490  ______________________________________________________________________
 MD0490  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 MD0490  DYNAMIC HEIGHT  -        243.771 (meters)      799.77  (feet) COMP
 MD0490  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 MD0490
 MD0490  VERT ORDER      -  SECOND    CLASS 0
 MD0490
 MD0490.The horizontal coordinates were scaled from a map and have
 MD0490.an estimated accuracy of +/- 6 seconds.
 MD0490
 MD0490.The orthometric height was determined by differential leveling and
 MD0490.adjusted by the NATIONAL GEODETIC SURVEY
 MD0490.in June 1991.
 MD0490
 MD0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0490.GEOID18 height accuracy estimate available here.
 MD0490
 MD0490.Click photographs - Photos may exist for this station.
 MD0490
 MD0490.The dynamic height is computed by dividing the NAVD 88
 MD0490.geopotential number by the normal gravity value computed on the
 MD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0490.degrees latitude (g = 980.6199 gals.).
 MD0490
 MD0490.The modeled gravity was interpolated from observed gravity values.
 MD0490
 MD0490;                    North         East    Units  Estimated Accuracy
 MD0490;SPC IN E     -   670,080.      162,970.      MT  (+/- 180 meters Scaled)
 MD0490
 MD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746720(NAD 83)
 MD0490
 MD0490                          SUPERSEDED SURVEY CONTROL
 MD0490
 MD0490  NGVD 29 (??/??/92)  244.017  (m)          800.58   (f) ADJ UNCH    2 0
 MD0490
 MD0490.Superseded values are not recommended for survey control.
 MD0490
 MD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0490.See file dsdata.pdf to determine how the superseded data were derived.
 MD0490
 MD0490_MARKER: DB = BENCH MARK DISK
 MD0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0490_SP_SET: RETAINING WALL
 MD0490_STAMPING: A 201 1946
 MD0490_MARK LOGO: CGS
 MD0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0490
 MD0490  HISTORY     - Date     Condition        Report By
 MD0490  HISTORY     - 1946     MONUMENTED       CGS
 MD0490  HISTORY     - 1962     GOOD             CGS
 MD0490
 MD0490                          STATION DESCRIPTION
 MD0490
 MD0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0490'0.5 MI E FROM SPENCERVILLE.
 MD0490'ABOUT 0.6 MILE E ALONG A PAVED ROAD FROM ITS INTERSECTION
 MD0490'WITH NO. 1 INDIANA HIGHWAY AT POINT ABOUT 0.1 MILE S OF THE MAIN
 MD0490'CORNER AND POST OFFICE IN SPENCERVILLE, 55 FEET W OF W END OF
 MD0490'THE COVERED PART OF THE BRIDGE OVER ST. JOSEPH RIVER, 8.5 FEET
 MD0490'N OF CENTER LINE OF ROAD, 1.5 FEET HIGHER THAN SAME, IN A DRILL
 MD0490'HOLE IN TOP OF CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0775 ***********************************************************************
 MD0775  DESIGNATION -  A 202 RESET
 MD0775  PID         -  MD0775
 MD0775  STATE/COUNTY-  IN/ALLEN
 MD0775  COUNTRY     -  US
 MD0775  USGS QUAD   -  CEDARVILLE (2019)
 MD0775
 MD0775                         *CURRENT SURVEY CONTROL
 MD0775  ______________________________________________________________________
 MD0775* NAD 83(1986) POSITION- 41 08 07.     (N) 085 01 26.     (W)   SCALED
 MD0775* NAVD 88 ORTHO HEIGHT -   237.55  (meters)      779.4   (feet) RESET
 MD0775  ______________________________________________________________________
 MD0775  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 MD0775  VERT ORDER      -  THIRD
 MD0775
 MD0775.The horizontal coordinates were scaled from a map and have
 MD0775.an estimated accuracy of +/- 6 seconds.
 MD0775
 MD0775.The orthometric height was computed from unverified reset data.
 MD0775
 MD0775.No vertical observational check was made to the station.
 MD0775
 MD0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0775.GEOID18 height accuracy estimate available here.
 MD0775
 MD0775.Click photographs - Photos may exist for this station.
 MD0775
 MD0775;                    North         East    Units  Estimated Accuracy
 MD0775;SPC IN E     -   653,780.      153,970.      MT  (+/- 180 meters Scaled)
 MD0775
 MD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL658556(NAD 83)
 MD0775
 MD0775                          SUPERSEDED SURVEY CONTROL
 MD0775
 MD0775  NGVD 29 (??/??/??)  237.71   (m)          779.9    (f) RESET       3  
 MD0775
 MD0775.Superseded values are not recommended for survey control.
 MD0775
 MD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0775.See file dsdata.pdf to determine how the superseded data were derived.
 MD0775
 MD0775_MARKER: DB = BENCH MARK DISK
 MD0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0775_STAMPING: A 202 1946 RESET 1965
 MD0775_MARK LOGO: CGS
 MD0775_PROJECTION: PROJECTING 5 CENTIMETERS
 MD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0775+STABILITY: SURFACE MOTION
 MD0775
 MD0775  HISTORY     - Date     Condition        Report By
 MD0775  HISTORY     - 1965     MONUMENTED       CGS
 MD0775
 MD0775                          STATION DESCRIPTION
 MD0775
 MD0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MD0775'4.6 MI N FROM NEW HAVEN.
 MD0775'THIS MARK WAS ESTABLISHED THROUGH THREE TEMPORARY BENCH MARKS SET
 MD0775'BY THE ALLEN COUNTY SURVEYORS.  THE MARK IS 0.1 MILE EAST ALONG
 MD0775'STATE HIGHWAY 1 FROM THE BRIDGE OVER THE ST. JOSEPH RIVER AT
 MD0775'CEDARVILLE, THENCE SOUTH ON HALTER ROAD FOR 0.8 MILE TO ST. JOE
 MD0775'STREET, THENCE SOUTHWEST ON ST. JOE STREET FOR 0.75 MILE TO
 MD0775'WHEELOCK ROAD, THENCE SOUTHERLY ON WHEELOCK ROAD FOR 3.75 MILE TO
 MD0775'ST. JOE CENTER ROAD AND STOP SIGN.  CONTINUE SOUTHERLY ON
 MD0775'WHEELOCK ROAD FOR 0.05 MILE TO MARK ON THE LEFT.  THE MARK IS
 MD0775'160 FEET SOUTH OF THE APPROXIMATE INTERSECTION OF WHEELER ROAD
 MD0775'AND ST. JOE CENTER ROAD, 113 FEET NORTHWEST OF THE NORTHWEST
 MD0775'CORNER OF RESIDENCE 5828, 86 FEET NORTH OF THE NORTHWEST CORNER
 MD0775'OF A CONCRETE DRIVEWAY SLAB, 28 FEET EAST OF THE APPROXIMATE
 MD0775'CENTER OF WHEELOCK ROAD, 2.6 FEET NORTHWEST OF A TELEPHONE GUY
 MD0775'POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE
 MD0775'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 MD0775'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED A 202 1946 RESET
 MD0775'1965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1771 ***********************************************************************
 LA1771  DESIGNATION -  A 203
 LA1771  PID         -  LA1771
 LA1771  STATE/COUNTY-  IN/GRANT
 LA1771  COUNTRY     -  US
 LA1771  USGS QUAD   -  VAN BUREN (2019)
 LA1771
 LA1771                         *CURRENT SURVEY CONTROL
 LA1771  ______________________________________________________________________
 LA1771* NAD 83(1986) POSITION- 40 34 00.     (N) 085 30 13.     (W)   SCALED
 LA1771* NAVD 88 ORTHO HEIGHT -   262.857 (meters)      862.39  (feet) ADJUSTED
 LA1771  ______________________________________________________________________
 LA1771  GEOID HEIGHT    -        -34.238 (meters)                     GEOID18
 LA1771  DYNAMIC HEIGHT  -        262.724 (meters)      861.95  (feet) COMP
 LA1771  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 LA1771
 LA1771  VERT ORDER      -  SECOND    CLASS 0
 LA1771
 LA1771.The horizontal coordinates were scaled from a map and have
 LA1771.an estimated accuracy of +/- 6 seconds.
 LA1771
 LA1771.The orthometric height was determined by differential leveling and
 LA1771.adjusted by the NATIONAL GEODETIC SURVEY
 LA1771.in June 1991.
 LA1771
 LA1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1771.GEOID18 height accuracy estimate available here.
 LA1771
 LA1771.Click photographs - Photos may exist for this station.
 LA1771
 LA1771.The dynamic height is computed by dividing the NAVD 88
 LA1771.geopotential number by the normal gravity value computed on the
 LA1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1771.degrees latitude (g = 980.6199 gals.).
 LA1771
 LA1771.The modeled gravity was interpolated from observed gravity values.
 LA1771
 LA1771;                    North         East    Units  Estimated Accuracy
 LA1771;SPC IN E     -   590,450.      113,810.      MT  (+/- 180 meters Scaled)
 LA1771
 LA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK266917(NAD 83)
 LA1771
 LA1771                          SUPERSEDED SURVEY CONTROL
 LA1771
 LA1771  NGVD 29 (??/??/92)  262.987  (m)          862.82   (f) ADJ UNCH    2 0
 LA1771
 LA1771.Superseded values are not recommended for survey control.
 LA1771
 LA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1771.See file dsdata.pdf to determine how the superseded data were derived.
 LA1771
 LA1771_MARKER: DB = BENCH MARK DISK
 LA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1771_STAMPING: A 203 1946
 LA1771_MARK LOGO: CGS
 LA1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1771+STABILITY: SURFACE MOTION
 LA1771
 LA1771  HISTORY     - Date     Condition        Report By
 LA1771  HISTORY     - 1946     MONUMENTED       CGS
 LA1771  HISTORY     - 1965     GOOD             INHD
 LA1771
 LA1771                          STATION DESCRIPTION
 LA1771
 LA1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1771'3.2 MI S FROM VAN BUREN.
 LA1771'ABOUT 3.25 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE VAN BUREN
 LA1771'TOWNSHIP SCHOOL AT VAN BUREN, 0.95 MILE NORTH OF THE INTERSECTION
 LA1771'OF STATE HIGHWAY 18, AT A JOG IN THE HIGHWAY, ABOUT 100 YARDS
 LA1771'NORTH OF THE CENTER LINE OF A DRIVE WAY TO A FARM, 51 FEET EAST
 LA1771'OF THE CENTER LINE OF THE NORTH TANGENT OF THE HIGHWAY, 24 FEET
 LA1771'EAST OF THE CENTER LINE OF THE SOUTH TANGENT, 26 FEET SOUTH OF A
 LA1771'FENCE CORNER, 15 FEET SOUTH OF A 14 INCH HICKORY TREE, 1 FOOT
 LA1771'WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LA1771'IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.  NOTE-- DESCRIPTION
 LA1771'SHOULD STATE 25 FT SOUTH OF T.P. GR. 4320 INSTEAD OF 14 FT
 LA1771'HICKORY.
 LA1771
 LA1771                          STATION RECOVERY (1965)
 LA1771
 LA1771'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 LA1771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1731 ***********************************************************************
 LA1731  DESIGNATION -  A 204
 LA1731  PID         -  LA1731
 LA1731  STATE/COUNTY-  IN/HUNTINGTON
 LA1731  COUNTRY     -  US
 LA1731  USGS QUAD   -  MOUNT ETNA (2019)
 LA1731
 LA1731                         *CURRENT SURVEY CONTROL
 LA1731  ______________________________________________________________________
 LA1731* NAD 83(1986) POSITION- 40 39 27.28   (N) 085 37 11.15   (W)   HD_HELD1
 LA1731* NAVD 88 ORTHO HEIGHT -   271.215 (meters)      889.81  (feet) ADJUSTED
 LA1731  ______________________________________________________________________
 LA1731  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 LA1731  DYNAMIC HEIGHT  -        271.080 (meters)      889.37  (feet) COMP
 LA1731  MODELED GRAVITY -    980,122.0   (mgal)                       NAVD 88
 LA1731
 LA1731  VERT ORDER      -  SECOND    CLASS 0
 LA1731
 LA1731.The horizontal coordinates were determined by differentially corrected
 LA1731.hand held GPS observations or other comparable positioning techniques
 LA1731.and have an estimated accuracy of +/- 3 meters.
 LA1731
 LA1731.The orthometric height was determined by differential leveling and
 LA1731.adjusted by the NATIONAL GEODETIC SURVEY
 LA1731.in June 1991.
 LA1731
 LA1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1731.GEOID18 height accuracy estimate available here.
 LA1731
 LA1731.Click photographs - Photos may exist for this station.
 LA1731
 LA1731.The dynamic height is computed by dividing the NAVD 88
 LA1731.geopotential number by the normal gravity value computed on the
 LA1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1731.degrees latitude (g = 980.6199 gals.).
 LA1731
 LA1731.The modeled gravity was interpolated from observed gravity values.
 LA1731
 LA1731;                    North         East    Units  Estimated Accuracy
 LA1731;SPC IN E     -   600,534.3     103,966.4     MT  (+/- 3 meters HH1 GPS) 
 LA1731
 LA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1668001661(NAD 83)
 LA1731
 LA1731                          SUPERSEDED SURVEY CONTROL
 LA1731
 LA1731  NGVD 29 (??/??/92)  271.341  (m)          890.22   (f) ADJ UNCH    2 0
 LA1731
 LA1731.Superseded values are not recommended for survey control.
 LA1731
 LA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1731.See file dsdata.pdf to determine how the superseded data were derived.
 LA1731
 LA1731_MARKER: DB = BENCH MARK DISK
 LA1731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1731_SP_SET: CULVERT HEADWALL
 LA1731_STAMPING: A 204 1946
 LA1731_MARK LOGO: CGS
 LA1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1731+STABILITY: SURFACE MOTION
 LA1731
 LA1731  HISTORY     - Date     Condition        Report By
 LA1731  HISTORY     - 1946     MONUMENTED       CGS
 LA1731
 LA1731                          STATION DESCRIPTION
 LA1731
 LA1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1731'2.7 MI S FROM BANQUO.
 LA1731'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1731'BANQUO, AT THE JUNCTION OF STATE HIGHWAY 9 AND 37, ABOUT 0.3
 LA1731'MILE NORTHEAST ALONG HIGHWAY 9 AND 37 FROM THE GRANT-HUNTINGTON
 LA1731'COUNTY LINE, 43 FEET WEST OF THE CENTER LINE OF HIGHWAY 105,
 LA1731'32 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 9 AND 37, SET
 LA1731'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 LA1731'WALL OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY 9 AND 37, 18 FEET
 LA1731'SOUTH OF TELEPHONE POLE 3496 AND ABOUT LEVEL WITH THE JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1391 ***********************************************************************
 LA1391  DESIGNATION -  A 205
 LA1391  PID         -  LA1391
 LA1391  STATE/COUNTY-  IN/TIPTON
 LA1391  COUNTRY     -  US
 LA1391  USGS QUAD   -  WINDFALL (2019)
 LA1391
 LA1391                         *CURRENT SURVEY CONTROL
 LA1391  ______________________________________________________________________
 LA1391* NAD 83(1986) POSITION- 40 20 02.     (N) 085 57 24.     (W)   SCALED
 LA1391* NAVD 88 ORTHO HEIGHT -   263.199 (meters)      863.51  (feet) ADJUSTED
 LA1391  ______________________________________________________________________
 LA1391  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 LA1391  DYNAMIC HEIGHT  -        263.060 (meters)      863.06  (feet) COMP
 LA1391  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 LA1391
 LA1391  VERT ORDER      -  SECOND    CLASS 0
 LA1391
 LA1391.The horizontal coordinates were scaled from a map and have
 LA1391.an estimated accuracy of +/- 6 seconds.
 LA1391
 LA1391.The orthometric height was determined by differential leveling and
 LA1391.adjusted by the NATIONAL GEODETIC SURVEY
 LA1391.in June 1991.
 LA1391
 LA1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1391.GEOID18 height accuracy estimate available here.
 LA1391
 LA1391.Click photographs - Photos may exist for this station.
 LA1391
 LA1391.The dynamic height is computed by dividing the NAVD 88
 LA1391.geopotential number by the normal gravity value computed on the
 LA1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1391.degrees latitude (g = 980.6199 gals.).
 LA1391
 LA1391.The modeled gravity was interpolated from observed gravity values.
 LA1391
 LA1391;                    North         East    Units  Estimated Accuracy
 LA1391;SPC IN E     -   564,630.       75,360.      MT  (+/- 180 meters Scaled)
 LA1391
 LA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886653(NAD 83)
 LA1391
 LA1391                          SUPERSEDED SURVEY CONTROL
 LA1391
 LA1391  NGVD 29 (??/??/92)  263.324  (m)          863.92   (f) ADJ UNCH    2 0
 LA1391
 LA1391.Superseded values are not recommended for survey control.
 LA1391
 LA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1391.See file dsdata.pdf to determine how the superseded data were derived.
 LA1391
 LA1391_MARKER: DB = BENCH MARK DISK
 LA1391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1391_SP_SET: CULVERT HEADWALL
 LA1391_STAMPING: A 205 1946
 LA1391_MARK LOGO: CGS
 LA1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1391+STABILITY: SURFACE MOTION
 LA1391
 LA1391  HISTORY     - Date     Condition        Report By
 LA1391  HISTORY     - 1946     MONUMENTED       CGS
 LA1391
 LA1391                          STATION DESCRIPTION
 LA1391
 LA1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1391'2 MI S FROM WINDFALL.
 LA1391'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1391'CROSS ROAD AT WINDFALL, AT A CROSS ROAD, 30 FEET NORTH OF THE
 LA1391'CENTER LINE OF THE CROSS ROAD, 40 FEET WEST OF THE CENTER LINE
 LA1391'OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST END OF THE
 LA1391'ANGLE SHAPED HEAD WALL FOR A 36 INCH PIPE CULVERT UNDER THE
 LA1391'HIGHWAY, AND A 16 INCH PIPE CULVERT UNDER THE SIDE ROAD, AND
 LA1391'ABOUT 3 FEET BELOW THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0735 ***********************************************************************
 MD0735  DESIGNATION -  A 206
 MD0735  PID         -  MD0735
 MD0735  STATE/COUNTY-  IN/WHITLEY
 MD0735  COUNTRY     -  US
 MD0735  USGS QUAD   -  LAUD (2019)
 MD0735
 MD0735                         *CURRENT SURVEY CONTROL
 MD0735  ______________________________________________________________________
 MD0735* NAD 83(1986) POSITION- 41 02 53.     (N) 085 28 14.     (W)   SCALED
 MD0735* NAVD 88 ORTHO HEIGHT -   257.024 (meters)      843.25  (feet) ADJUSTED
 MD0735  ______________________________________________________________________
 MD0735  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 MD0735  DYNAMIC HEIGHT  -        256.915 (meters)      842.90  (feet) COMP
 MD0735  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 MD0735
 MD0735  VERT ORDER      -  SECOND    CLASS 0
 MD0735
 MD0735.The horizontal coordinates were scaled from a map and have
 MD0735.an estimated accuracy of +/- 6 seconds.
 MD0735
 MD0735.The orthometric height was determined by differential leveling and
 MD0735.adjusted by the NATIONAL GEODETIC SURVEY
 MD0735.in June 1991.
 MD0735
 MD0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0735.GEOID18 height accuracy estimate available here.
 MD0735
 MD0735.Click photographs - Photos may exist for this station.
 MD0735
 MD0735.The dynamic height is computed by dividing the NAVD 88
 MD0735.geopotential number by the normal gravity value computed on the
 MD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0735.degrees latitude (g = 980.6199 gals.).
 MD0735
 MD0735.The modeled gravity was interpolated from observed gravity values.
 MD0735
 MD0735;                    North         East    Units  Estimated Accuracy
 MD0735;SPC IN E     -   643,910.      116,490.      MT  (+/- 180 meters Scaled)
 MD0735
 MD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285452(NAD 83)
 MD0735
 MD0735                          SUPERSEDED SURVEY CONTROL
 MD0735
 MD0735  NGVD 29 (??/??/92)  257.170  (m)          843.73   (f) ADJ UNCH    2 0
 MD0735
 MD0735.Superseded values are not recommended for survey control.
 MD0735
 MD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0735.See file dsdata.pdf to determine how the superseded data were derived.
 MD0735
 MD0735_MARKER: DB = BENCH MARK DISK
 MD0735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0735_SP_SET: CULVERT HEADWALL
 MD0735_STAMPING: A 206 1946
 MD0735_MARK LOGO: CGS
 MD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0735+STABILITY: SURFACE MOTION
 MD0735
 MD0735  HISTORY     - Date     Condition        Report By
 MD0735  HISTORY     - 1946     MONUMENTED       CGS
 MD0735  HISTORY     - 1961     GOOD             CGS
 MD0735  HISTORY     - 1966     GOOD             CGS
 MD0735
 MD0735                          STATION DESCRIPTION
 MD0735
 MD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0735'7.5 MI S FROM COLUMBIA CITY.
 MD0735'ABOUT 7.5 MILES S ALONG NO. 9 INDIANA HWY. FROM COURTHOUSE IN
 MD0735'COLUMBIA CITY, 55 FEET S OF CENTER LINE OF NO. 800 S PAVED COUNTY
 MD0735'ROAD, 22-1/2 FEET W OF CENTER LINE OF 20-FOOT CONCRETE HWY.
 MD0735'PAVEMENT, ABOUT LEVEL THEREWITH, SET IN DRILL HOLE 2.5 FEET S OF
 MD0735'N END OF 8-FOOT CONCRETE HEADWALL OF 14-INCH PIPE CULVERT UNDER
 MD0735'THE HIGHWAY.
 MD0735
 MD0735                          STATION RECOVERY (1966)
 MD0735
 MD0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0510 ***********************************************************************
 LB0510  DESIGNATION -  A 207
 LB0510  PID         -  LB0510
 LB0510  STATE/COUNTY-  IN/TIPTON
 LB0510  COUNTRY     -  US
 LB0510  USGS QUAD   -  TIPTON (2019)
 LB0510
 LB0510                         *CURRENT SURVEY CONTROL
 LB0510  ______________________________________________________________________
 LB0510* NAD 83(1986) POSITION- 40 16 54.26   (N) 086 02 27.44   (W)   HD_HELD1
 LB0510* NAVD 88 ORTHO HEIGHT -   266.109 (meters)      873.06  (feet) ADJUSTED
 LB0510  ______________________________________________________________________
 LB0510  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB0510  DYNAMIC HEIGHT  -        265.966 (meters)      872.59  (feet) COMP
 LB0510  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LB0510
 LB0510  VERT ORDER      -  SECOND    CLASS 0
 LB0510
 LB0510.The horizontal coordinates were determined by differentially corrected
 LB0510.hand held GPS observations or other comparable positioning techniques
 LB0510.and have an estimated accuracy of +/- 3 meters.
 LB0510
 LB0510.The orthometric height was determined by differential leveling and
 LB0510.adjusted by the NATIONAL GEODETIC SURVEY
 LB0510.in June 1991.
 LB0510
 LB0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0510.GEOID18 height accuracy estimate available here.
 LB0510
 LB0510.Click photographs - Photos may exist for this station.
 LB0510
 LB0510.The dynamic height is computed by dividing the NAVD 88
 LB0510.geopotential number by the normal gravity value computed on the
 LB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0510.degrees latitude (g = 980.6199 gals.).
 LB0510
 LB0510.The modeled gravity was interpolated from observed gravity values.
 LB0510
 LB0510;                    North         East    Units  Estimated Accuracy
 LB0510;SPC IN E     -   558,867.3      68,170.8     MT  (+/- 3 meters HH1 GPS) 
 LB0510
 LB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8152659469(NAD 83)
 LB0510
 LB0510                          SUPERSEDED SURVEY CONTROL
 LB0510
 LB0510  NGVD 29 (??/??/92)  266.230  (m)          873.46   (f) ADJ UNCH    2 0
 LB0510
 LB0510.Superseded values are not recommended for survey control.
 LB0510
 LB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0510.See file dsdata.pdf to determine how the superseded data were derived.
 LB0510
 LB0510_MARKER: DB = BENCH MARK DISK
 LB0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0510_SP_SET: BUILDING
 LB0510_STAMPING: A 207 1946
 LB0510_MARK LOGO: CGS
 LB0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0510+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2013
 LB0510
 LB0510  HISTORY     - Date     Condition        Report By
 LB0510  HISTORY     - 1946     MONUMENTED       CGS
 LB0510  HISTORY     - 20130826 GOOD             GEOCAC
 LB0510
 LB0510                          STATION DESCRIPTION
 LB0510
 LB0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0510'AT TIPTON.
 LB0510'AT TIPTON, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 LB0510'CORNER OF THE COUNTY COURT HOUSE, 1 FOOT EAST OF THE NORTHWEST
 LB0510'CORNER, AND ABOUT 2.4 FEET ABOVE THE SIDE WALK.
 LB0510
 LB0510                          STATION RECOVERY (2013)
 LB0510
 LB0510'RECOVERY NOTE BY GEOCACHING 2013 (TJT)
 LB0510'RECOVERED AS DESCRIBED, SERVICEABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0458 ***********************************************************************
 LB0458  DESIGNATION -  A 208
 LB0458  PID         -  LB0458
 LB0458  STATE/COUNTY-  IN/TIPTON
 LB0458  COUNTRY     -  US
 LB0458  USGS QUAD   -  KEMPTON (2019)
 LB0458
 LB0458                         *CURRENT SURVEY CONTROL
 LB0458  ______________________________________________________________________
 LB0458* NAD 83(1986) POSITION- 40 22 25.     (N) 086 14 09.     (W)   SCALED
 LB0458* NAVD 88 ORTHO HEIGHT -   272.644 (meters)      894.50  (feet) ADJUSTED
 LB0458  ______________________________________________________________________
 LB0458  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB0458  DYNAMIC HEIGHT  -        272.499 (meters)      894.02  (feet) COMP
 LB0458  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LB0458
 LB0458  VERT ORDER      -  SECOND    CLASS 0
 LB0458
 LB0458.The horizontal coordinates were scaled from a map and have
 LB0458.an estimated accuracy of +/- 6 seconds.
 LB0458
 LB0458.The orthometric height was determined by differential leveling and
 LB0458.adjusted by the NATIONAL GEODETIC SURVEY
 LB0458.in June 1991.
 LB0458
 LB0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0458.GEOID18 height accuracy estimate available here.
 LB0458
 LB0458.Click photographs - Photos may exist for this station.
 LB0458
 LB0458.The dynamic height is computed by dividing the NAVD 88
 LB0458.geopotential number by the normal gravity value computed on the
 LB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0458.degrees latitude (g = 980.6199 gals.).
 LB0458
 LB0458.The modeled gravity was interpolated from observed gravity values.
 LB0458
 LB0458;                    North         East    Units  Estimated Accuracy
 LB0458;SPC IN E     -   569,160.       51,660.      MT  (+/- 180 meters Scaled)
 LB0458
 LB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK648695(NAD 83)
 LB0458
 LB0458                          SUPERSEDED SURVEY CONTROL
 LB0458
 LB0458  NGVD 29 (??/??/92)  272.756  (m)          894.87   (f) ADJ UNCH    2 0
 LB0458
 LB0458.Superseded values are not recommended for survey control.
 LB0458
 LB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0458.See file dsdata.pdf to determine how the superseded data were derived.
 LB0458
 LB0458_MARKER: DB = BENCH MARK DISK
 LB0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0458_STAMPING: A 208 1946
 LB0458_MARK LOGO: CGS
 LB0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0458+STABILITY: SURFACE MOTION
 LB0458
 LB0458  HISTORY     - Date     Condition        Report By
 LB0458  HISTORY     - 1946     MONUMENTED       CGS
 LB0458
 LB0458                          STATION DESCRIPTION
 LB0458
 LB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0458'5.1 MI E FROM FOREST.
 LB0458'ABOUT 5.1 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0458'AT FOREST, ABOUT 0.25 MILE EAST OF THE CLINTON-TIPTON COUNTY
 LB0458'LINE, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF A
 LB0458'NORTH-SOUTH GRAVEL ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE
 LB0458'EAST-WEST ROAD, 17 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB0458'ROAD, 13 FEET SOUTH OF A FENCE CORNER POST, 8 FEET NORTH OF A
 LB0458'6 INCH TELEPHONE POLE, 6 FEET SOUTH OF A 10 INCH TELEPHONE POLE,
 LB0458'ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A
 LB0458'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1571 ***********************************************************************
 LA1571  DESIGNATION -  A 209
 LA1571  PID         -  LA1571
 LA1571  STATE/COUNTY-  IN/MADISON
 LA1571  COUNTRY     -  US
 LA1571  USGS QUAD   -  ELWOOD (2019)
 LA1571
 LA1571                         *CURRENT SURVEY CONTROL
 LA1571  ______________________________________________________________________
 LA1571* NAD 83(1986) POSITION- 40 21 49.     (N) 085 49 26.     (W)   SCALED
 LA1571* NAVD 88 ORTHO HEIGHT -   264.432 (meters)      867.56  (feet) ADJUSTED
 LA1571  ______________________________________________________________________
 LA1571  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 LA1571  DYNAMIC HEIGHT  -        264.294 (meters)      867.10  (feet) COMP
 LA1571  MODELED GRAVITY -    980,095.7   (mgal)                       NAVD 88
 LA1571
 LA1571  VERT ORDER      -  SECOND    CLASS 0
 LA1571
 LA1571.The horizontal coordinates were scaled from a map and have
 LA1571.an estimated accuracy of +/- 6 seconds.
 LA1571
 LA1571.The orthometric height was determined by differential leveling and
 LA1571.adjusted by the NATIONAL GEODETIC SURVEY
 LA1571.in June 1991.
 LA1571
 LA1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1571.GEOID18 height accuracy estimate available here.
 LA1571
 LA1571.Click photographs - Photos may exist for this station.
 LA1571
 LA1571.The dynamic height is computed by dividing the NAVD 88
 LA1571.geopotential number by the normal gravity value computed on the
 LA1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1571.degrees latitude (g = 980.6199 gals.).
 LA1571
 LA1571.The modeled gravity was interpolated from observed gravity values.
 LA1571
 LA1571;                    North         East    Units  Estimated Accuracy
 LA1571;SPC IN E     -   567,900.       86,650.      MT  (+/- 180 meters Scaled)
 LA1571
 LA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998687(NAD 83)
 LA1571
 LA1571                          SUPERSEDED SURVEY CONTROL
 LA1571
 LA1571  NGVD 29 (??/??/92)  264.562  (m)          867.98   (f) ADJ UNCH    2 0
 LA1571
 LA1571.Superseded values are not recommended for survey control.
 LA1571
 LA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1571.See file dsdata.pdf to determine how the superseded data were derived.
 LA1571
 LA1571_MARKER: DB = BENCH MARK DISK
 LA1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1571_STAMPING: A 209 1946
 LA1571_MARK LOGO: CGS
 LA1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1571+STABILITY: SURFACE MOTION
 LA1571
 LA1571  HISTORY     - Date     Condition        Report By
 LA1571  HISTORY     - 1946     MONUMENTED       CGS
 LA1571
 LA1571                          STATION DESCRIPTION
 LA1571
 LA1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1571'1.1 MI E FROM LEISURE.
 LA1571'ABOUT 1.1 MILES EAST ALONG A COUNTY ROAD FROM A HARMONY CHRISTIAN
 LA1571'CHURCH AT LEISURE, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 LA1571'OF A NORTH-SOUTH CROSS ROAD, 40 FEET SOUTHWEST AND ACROSS THE
 LA1571'NORTH-SOUTH ROAD FROM THE SOUTH END OF A 36 INCH PIPE CULVERT
 LA1571'UNDER THE EAST-WEST ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LA1571'EAST-WEST ROAD, 13 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1571'ROAD, ABOUT 0.5 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP OF
 LA1571'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1077 ***********************************************************************
 MD1077  DESIGNATION -  A 21
 MD1077  PID         -  MD1077
 MD1077  STATE/COUNTY-  IN/NOBLE
 MD1077  COUNTRY     -  US
 MD1077  USGS QUAD   -  LIGONIER (2019)
 MD1077
 MD1077                         *CURRENT SURVEY CONTROL
 MD1077  ______________________________________________________________________
 MD1077* NAD 83(1986) POSITION- 41 27 39.     (N) 085 30 38.     (W)   SCALED
 MD1077* NAVD 88 ORTHO HEIGHT -   271.900 (meters)      892.06  (feet) ADJUSTED
 MD1077  ______________________________________________________________________
 MD1077  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 MD1077  DYNAMIC HEIGHT  -        271.787 (meters)      891.69  (feet) COMP
 MD1077  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 MD1077
 MD1077  VERT ORDER      -  SECOND    CLASS 0
 MD1077
 MD1077.The horizontal coordinates were scaled from a map and have
 MD1077.an estimated accuracy of +/- 6 seconds.
 MD1077
 MD1077.The orthometric height was determined by differential leveling and
 MD1077.adjusted by the NATIONAL GEODETIC SURVEY
 MD1077.in June 1991.
 MD1077
 MD1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1077.GEOID18 height accuracy estimate available here.
 MD1077
 MD1077.Click photographs - Photos may exist for this station.
 MD1077
 MD1077.The dynamic height is computed by dividing the NAVD 88
 MD1077.geopotential number by the normal gravity value computed on the
 MD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1077.degrees latitude (g = 980.6199 gals.).
 MD1077
 MD1077.The modeled gravity was interpolated from observed gravity values.
 MD1077
 MD1077;                    North         East    Units  Estimated Accuracy
 MD1077;SPC IN E     -   689,750.      113,040.      MT  (+/- 180 meters Scaled)
 MD1077
 MD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL243909(NAD 83)
 MD1077
 MD1077                          SUPERSEDED SURVEY CONTROL
 MD1077
 MD1077  NGVD 29 (??/??/92)  272.031  (m)          892.49   (f) ADJ UNCH    2 0
 MD1077
 MD1077.Superseded values are not recommended for survey control.
 MD1077
 MD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1077.See file dsdata.pdf to determine how the superseded data were derived.
 MD1077
 MD1077_MARKER: DB = BENCH MARK DISK
 MD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1077_STAMPING: A 21 1934
 MD1077_MARK LOGO: CGS
 MD1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1077+STABILITY: SURFACE MOTION
 MD1077
 MD1077  HISTORY     - Date     Condition        Report By
 MD1077  HISTORY     - 1934     MONUMENTED       CGS
 MD1077  HISTORY     - 1961     GOOD             CGS
 MD1077  HISTORY     - 20180207 MARK NOT FOUND   INDOT
 MD1077
 MD1077                          STATION DESCRIPTION
 MD1077
 MD1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1077'1.4 MI W FROM WAWAKA.
 MD1077'ABOUT 1.4 MILES W ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1077'STATION IN WAWAKA, AT A ROAD CROSSING, 48 FEET W OF CENTER LINE
 MD1077'OF GRAVEL ROAD, 34.8 FEET N OF THE N RAIL OF DOUBLE TRACKS, 0.8
 MD1077'FOOT LOWER THAN TOP OF SAME, AND PROJECTING 0.3 FOOT.
 MD1077
 MD1077                          STATION RECOVERY (2018)
 MD1077
 MD1077'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1077'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0545 ***********************************************************************
 LB0545  DESIGNATION -  A 210
 LB0545  PID         -  LB0545
 LB0545  STATE/COUNTY-  IN/CLINTON
 LB0545  COUNTRY     -  US
 LB0545  USGS QUAD   -  KIRKLIN (2019)
 LB0545
 LB0545                         *CURRENT SURVEY CONTROL
 LB0545  ______________________________________________________________________
 LB0545* NAD 83(1986) POSITION- 40 13 13.     (N) 086 22 25.     (W)   SCALED
 LB0545* NAVD 88 ORTHO HEIGHT -   275.545 (meters)      904.02  (feet) ADJUSTED
 LB0545  ______________________________________________________________________
 LB0545  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 LB0545  DYNAMIC HEIGHT  -        275.395 (meters)      903.53  (feet) COMP
 LB0545  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LB0545
 LB0545  VERT ORDER      -  SECOND    CLASS 0
 LB0545
 LB0545.The horizontal coordinates were scaled from a map and have
 LB0545.an estimated accuracy of +/- 6 seconds.
 LB0545
 LB0545.The orthometric height was determined by differential leveling and
 LB0545.adjusted by the NATIONAL GEODETIC SURVEY
 LB0545.in June 1991.
 LB0545
 LB0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0545.GEOID18 height accuracy estimate available here.
 LB0545
 LB0545.Click photographs - Photos may exist for this station.
 LB0545
 LB0545.The dynamic height is computed by dividing the NAVD 88
 LB0545.geopotential number by the normal gravity value computed on the
 LB0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0545.degrees latitude (g = 980.6199 gals.).
 LB0545
 LB0545.The modeled gravity was interpolated from observed gravity values.
 LB0545
 LB0545;                    North         East    Units  Estimated Accuracy
 LB0545;SPC IN W     -   552,220.      960,410.      MT  (+/- 180 meters Scaled)
 LB0545
 LB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK532523(NAD 83)
 LB0545
 LB0545                          SUPERSEDED SURVEY CONTROL
 LB0545
 LB0545  NGVD 29 (??/??/92)  275.650  (m)          904.36   (f) ADJ UNCH    2 0
 LB0545
 LB0545.Superseded values are not recommended for survey control.
 LB0545
 LB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0545.See file dsdata.pdf to determine how the superseded data were derived.
 LB0545
 LB0545_MARKER: DB = BENCH MARK DISK
 LB0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0545_SP_SET: BRIDGE WINGWALL
 LB0545_STAMPING: A 210 1946
 LB0545_MARK LOGO: CGS
 LB0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0545
 LB0545  HISTORY     - Date     Condition        Report By
 LB0545  HISTORY     - 1946     MONUMENTED       CGS
 LB0545
 LB0545                          STATION DESCRIPTION
 LB0545
 LB0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0545'2 MI NW FROM KIRKLIN.
 LB0545'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0545'LIBRARY AT KIRKLIN, ABOUT 0.5 MILE NORTH OF A CROSS ROAD, SET IN
 LB0545'THE TOP OF THE EAST END OF THE NORTHWEST WING WALL OF A 35
 LB0545'FOOT CONCRETE BRIDGE OVER A CREEK, 14.1 FEET WEST OF AND ABOUT
 LB0545'0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0129 ***********************************************************************
 LB0129  DESIGNATION -  A 211
 LB0129  PID         -  LB0129
 LB0129  STATE/COUNTY-  IN/HOWARD
 LB0129  COUNTRY     -  US
 LB0129  USGS QUAD   -  MIAMI (2019)
 LB0129
 LB0129                         *CURRENT SURVEY CONTROL
 LB0129  ______________________________________________________________________
 LB0129* NAD 83(1986) POSITION- 40 31 41.3    (N) 086 04 10.1    (W)   HD_HELD2
 LB0129* NAVD 88 ORTHO HEIGHT -   253.625 (meters)      832.10  (feet) ADJUSTED
 LB0129  ______________________________________________________________________
 LB0129  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 LB0129  DYNAMIC HEIGHT  -        253.495 (meters)      831.67  (feet) COMP
 LB0129  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 LB0129
 LB0129  VERT ORDER      -  SECOND    CLASS 0
 LB0129
 LB0129.The horizontal coordinates were established by autonomous hand held GPS
 LB0129.observations and have an estimated accuracy of +/- 10 meters.
 LB0129
 LB0129.The orthometric height was determined by differential leveling and
 LB0129.adjusted by the NATIONAL GEODETIC SURVEY
 LB0129.in June 1991.
 LB0129
 LB0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0129.GEOID18 height accuracy estimate available here.
 LB0129
 LB0129.Click photographs - Photos may exist for this station.
 LB0129
 LB0129.The dynamic height is computed by dividing the NAVD 88
 LB0129.geopotential number by the normal gravity value computed on the
 LB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0129.degrees latitude (g = 980.6199 gals.).
 LB0129
 LB0129.The modeled gravity was interpolated from observed gravity values.
 LB0129
 LB0129;                    North         East    Units  Estimated Accuracy
 LB0129;SPC IN E     -   586,238.       65,870.      MT  (+/- 10 meters HH2 GPS)
 LB0129
 LB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7881486794(NAD 83)
 LB0129
 LB0129                          SUPERSEDED SURVEY CONTROL
 LB0129
 LB0129  NGVD 29 (??/??/92)  253.748  (m)          832.50   (f) ADJ UNCH    2 0
 LB0129
 LB0129.Superseded values are not recommended for survey control.
 LB0129
 LB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0129.See file dsdata.pdf to determine how the superseded data were derived.
 LB0129
 LB0129_MARKER: DB = BENCH MARK DISK
 LB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0129_SP_SET: BUILDING FOUNDATION
 LB0129_STAMPING: A 211 1946
 LB0129_MARK LOGO: CGS
 LB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0129+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2017
 LB0129
 LB0129  HISTORY     - Date     Condition        Report By
 LB0129  HISTORY     - 1946     MONUMENTED       CGS
 LB0129  HISTORY     - 1964     GOOD             CGS
 LB0129  HISTORY     - 1975     GOOD             NGS
 LB0129  HISTORY     - 20170507 GOOD             GEOCAC
 LB0129
 LB0129                          STATION DESCRIPTION
 LB0129
 LB0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0129'5.6 MI NE FROM KOKOMO.
 LB0129'3.4 MILES EAST ALONG A PAVED ROAD, (SYCAMORE STREET-PROLONGED),
 LB0129'FROM THE COURT HOUSE AT KOKOMO, THENCE 2.15 MILES NORTH ALONG
 LB0129'A BLACK TOP ROAD, SET VERTICALLY IN THE WEST FACE OF THE STONE
 LB0129'FOUNDATION OF THE HOWARD TOWNSHIP SCHOOL, 1.5 FEET NORTH OF
 LB0129'THE SOUTHWEST CORNER OF THE BUILDING AND 1.1 FEET ABOVE THE
 LB0129'GROUND.
 LB0129
 LB0129                          STATION RECOVERY (1964)
 LB0129
 LB0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LB0129'RECOVERED IN GOOD CONDITION.
 LB0129
 LB0129                          STATION RECOVERY (1975)
 LB0129
 LB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LB0129'RECOVERED IN GOOD CONDITION.
 LB0129
 LB0129                          STATION RECOVERY (2017)
 LB0129
 LB0129'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 LB0129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1833 ***********************************************************************
 LA1833  DESIGNATION -  A 213
 LA1833  PID         -  LA1833
 LA1833  STATE/COUNTY-  IN/HUNTINGTON
 LA1833  COUNTRY     -  US
 LA1833  USGS QUAD   -  MOUNT ETNA (2019)
 LA1833
 LA1833                         *CURRENT SURVEY CONTROL
 LA1833  ______________________________________________________________________
 LA1833* NAD 83(1986) POSITION- 40 44 17.     (N) 085 31 34.     (W)   SCALED
 LA1833* NAVD 88 ORTHO HEIGHT -   246.176 (meters)      807.66  (feet) ADJUSTED
 LA1833  ______________________________________________________________________
 LA1833  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 LA1833  DYNAMIC HEIGHT  -        246.056 (meters)      807.27  (feet) COMP
 LA1833  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LA1833
 LA1833  VERT ORDER      -  SECOND    CLASS 0
 LA1833
 LA1833.The horizontal coordinates were scaled from a map and have
 LA1833.an estimated accuracy of +/- 6 seconds.
 LA1833
 LA1833.The orthometric height was determined by differential leveling and
 LA1833.adjusted by the NATIONAL GEODETIC SURVEY
 LA1833.in June 1991.
 LA1833
 LA1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1833.GEOID18 height accuracy estimate available here.
 LA1833
 LA1833.Click photographs - Photos may exist for this station.
 LA1833
 LA1833.The dynamic height is computed by dividing the NAVD 88
 LA1833.geopotential number by the normal gravity value computed on the
 LA1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1833.degrees latitude (g = 980.6199 gals.).
 LA1833
 LA1833.The modeled gravity was interpolated from observed gravity values.
 LA1833
 LA1833;                    North         East    Units  Estimated Accuracy
 LA1833;SPC IN E     -   609,480.      111,870.      MT  (+/- 180 meters Scaled)
 LA1833
 LA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL244107(NAD 83)
 LA1833
 LA1833                          SUPERSEDED SURVEY CONTROL
 LA1833
 LA1833  NGVD 29 (??/??/92)  246.307  (m)          808.09   (f) ADJ UNCH    2 0
 LA1833
 LA1833.Superseded values are not recommended for survey control.
 LA1833
 LA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1833.See file dsdata.pdf to determine how the superseded data were derived.
 LA1833
 LA1833_MARKER: DB = BENCH MARK DISK
 LA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1833_STAMPING: A 213 1947
 LA1833_MARK LOGO: CGS
 LA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1833+STABILITY: SURFACE MOTION
 LA1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1833+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2016
 LA1833
 LA1833  HISTORY     - Date     Condition        Report By
 LA1833  HISTORY     - 1947     MONUMENTED       CGS
 LA1833  HISTORY     - 20160623 GOOD             INDIV
 LA1833
 LA1833                          STATION DESCRIPTION
 LA1833
 LA1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1833'2 MI E FROM MT ETNA.
 LA1833'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA1833'WITH STATE HIGHWAY 9 AND 37 AT MT. ETNA, AT A GRAVEL CROSS ROAD,
 LA1833'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF
 LA1833'THE CENTER LINE OF THE CROSS ROAD, 6 FEET NORTHEAST OF A 30-INCH
 LA1833'TREE IN THE NORTH-SOUTH FENCE LINE, 4.5 FEET EAST OF A FENCE CORNER
 LA1833'POST, 1.2 FEET NORTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE
 LA1833'WOODEN WITNESS POST, ABOUT 2.5 FEET ABOVE THE HIGHWAY AND SET IN
 LA1833'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1833
 LA1833                          STATION RECOVERY (2016)
 LA1833
 LA1833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEF)
 LA1833'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0949 ***********************************************************************
 LA0949  DESIGNATION -  A 215
 LA0949  PID         -  LA0949
 LA0949  STATE/COUNTY-  IN/GRANT
 LA0949  COUNTRY     -  US
 LA0949  USGS QUAD   -  ROLL (2019)
 LA0949
 LA0949                         *CURRENT SURVEY CONTROL
 LA0949  ______________________________________________________________________
 LA0949* NAD 83(1986) POSITION- 40 33 07.     (N) 085 29 02.     (W)   SCALED
 LA0949* NAVD 88 ORTHO HEIGHT -   263.920 (meters)      865.88  (feet) ADJUSTED
 LA0949  ______________________________________________________________________
 LA0949  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 LA0949  DYNAMIC HEIGHT  -        263.786 (meters)      865.44  (feet) COMP
 LA0949  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 LA0949
 LA0949  VERT ORDER      -  SECOND    CLASS 0
 LA0949
 LA0949.The horizontal coordinates were scaled from a map and have
 LA0949.an estimated accuracy of +/- 6 seconds.
 LA0949
 LA0949.The orthometric height was determined by differential leveling and
 LA0949.adjusted by the NATIONAL GEODETIC SURVEY
 LA0949.in June 1991.
 LA0949
 LA0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0949.GEOID18 height accuracy estimate available here.
 LA0949
 LA0949.Click photographs - Photos may exist for this station.
 LA0949
 LA0949.The dynamic height is computed by dividing the NAVD 88
 LA0949.geopotential number by the normal gravity value computed on the
 LA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0949.degrees latitude (g = 980.6199 gals.).
 LA0949
 LA0949.The modeled gravity was interpolated from observed gravity values.
 LA0949
 LA0949;                    North         East    Units  Estimated Accuracy
 LA0949;SPC IN E     -   588,820.      115,480.      MT  (+/- 180 meters Scaled)
 LA0949
 LA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK283901(NAD 83)
 LA0949
 LA0949                          SUPERSEDED SURVEY CONTROL
 LA0949
 LA0949  NGVD 29 (??/??/92)  264.051  (m)          866.31   (f) ADJ UNCH    2 0
 LA0949
 LA0949.Superseded values are not recommended for survey control.
 LA0949
 LA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0949.See file dsdata.pdf to determine how the superseded data were derived.
 LA0949
 LA0949_MARKER: DB = BENCH MARK DISK
 LA0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0949_STAMPING: A 215 1947
 LA0949_MARK LOGO: CGS
 LA0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0949+STABILITY: SURFACE MOTION
 LA0949
 LA0949  HISTORY     - Date     Condition        Report By
 LA0949  HISTORY     - 1947     MONUMENTED       CGS
 LA0949  HISTORY     - 1970     GOOD             NGS
 LA0949
 LA0949                          STATION DESCRIPTION
 LA0949
 LA0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0949'4.8 MI W FROM ROLL.
 LA0949'ABOUT 4.85 MILES WEST ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL
 LA0949'AT ROLL, AT A GRAVEL CROSS ROAD, 34 FEET SOUTH OF THE CENTER
 LA0949'LINE OF THE HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA0949'ROAD, 3.4 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF THE
 LA0949'FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, 1.5
 LA0949'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0949'PROJECTING 5 IN.  NOTE-- MARK MAY BE REACHED FROM THE VAN BUREN
 LA0949'TOWNSHIP SCHOOL AT VAN BUREN BY GOING ABOUT 4.2 MILES SOUTH ALONG
 LA0949'STATE HIGHWAY 221, THENCE ABOUT 1.0 MILE EAST ALONG STATE
 LA0949'HIGHWAY 18.  NOTE-- THE CROSSROAD IS NOW PAVED AND CO. ROAD
 LA0949'100 E, A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK AND
 LA0949'THE MARK IS 4 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST.
 LA0949
 LA0949                          STATION RECOVERY (1970)
 LA0949
 LA0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0966 ***********************************************************************
 LA0966  DESIGNATION -  A 216
 LA0966  PID         -  LA0966
 LA0966  STATE/COUNTY-  IN/HUNTINGTON
 LA0966  COUNTRY     -  US
 LA0966  USGS QUAD   -  WARREN (2019)
 LA0966
 LA0966                         *CURRENT SURVEY CONTROL
 LA0966  ______________________________________________________________________
 LA0966* NAD 83(1986) POSITION- 40 40 57.5    (N) 085 25 36.8    (W)   HD_HELD2
 LA0966* NAVD 88 ORTHO HEIGHT -   252.222 (meters)      827.50  (feet) ADJUSTED
 LA0966  ______________________________________________________________________
 LA0966  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 LA0966  DYNAMIC HEIGHT  -        252.097 (meters)      827.09  (feet) COMP
 LA0966  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 LA0966
 LA0966  VERT ORDER      -  SECOND    CLASS 0
 LA0966
 LA0966.The horizontal coordinates were established by autonomous hand held GPS
 LA0966.observations and have an estimated accuracy of +/- 10 meters.
 LA0966
 LA0966.The orthometric height was determined by differential leveling and
 LA0966.adjusted by the NATIONAL GEODETIC SURVEY
 LA0966.in June 1991.
 LA0966
 LA0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0966.GEOID18 height accuracy estimate available here.
 LA0966
 LA0966.Click photographs - Photos may exist for this station.
 LA0966
 LA0966.The dynamic height is computed by dividing the NAVD 88
 LA0966.geopotential number by the normal gravity value computed on the
 LA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0966.degrees latitude (g = 980.6199 gals.).
 LA0966
 LA0966.The modeled gravity was interpolated from observed gravity values.
 LA0966
 LA0966;                    North         East    Units  Estimated Accuracy
 LA0966;SPC IN E     -   603,344.      120,270.      MT  (+/- 10 meters HH2 GPS)
 LA0966
 LA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3293604717(NAD 83)
 LA0966
 LA0966                          SUPERSEDED SURVEY CONTROL
 LA0966
 LA0966  NGVD 29 (??/??/92)  252.354  (m)          827.93   (f) ADJ UNCH    2 0
 LA0966
 LA0966.Superseded values are not recommended for survey control.
 LA0966
 LA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0966.See file dsdata.pdf to determine how the superseded data were derived.
 LA0966
 LA0966_MARKER: DB = BENCH MARK DISK
 LA0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0966_SP_SET: FOUNDATION
 LA0966_STAMPING: A 216 1947
 LA0966_MARK LOGO: CGS
 LA0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0966
 LA0966  HISTORY     - Date     Condition        Report By
 LA0966  HISTORY     - 1947     MONUMENTED       CGS
 LA0966  HISTORY     - 1962     GOOD             CGS
 LA0966
 LA0966                          STATION DESCRIPTION
 LA0966
 LA0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0966'AT WARREN.
 LA0966'AT WARREN, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 LA0966'FOUNDATION OF THE TOWN HALL, 1.3 FEET SOUTHWEST OF THE NORTH
 LA0966'CORNER OF THE BUILDING AND 1.5 FEET ABOVE THE SIDE WALK.
 LA0966
 LA0966                          STATION RECOVERY (1962)
 LA0966
 LA0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1496 ***********************************************************************
 LA1496  DESIGNATION -  A 217
 LA1496  PID         -  LA1496
 LA1496  STATE/COUNTY-  IN/GRANT
 LA1496  COUNTRY     -  US
 LA1496  USGS QUAD   -  GAS CITY (2019)
 LA1496
 LA1496                         *CURRENT SURVEY CONTROL
 LA1496  ______________________________________________________________________
 LA1496* NAD 83(1986) POSITION- 40 23 37.     (N) 085 37 00.     (W)   SCALED
 LA1496* NAVD 88 ORTHO HEIGHT -   268.478 (meters)      880.83  (feet) ADJUSTED
 LA1496  ______________________________________________________________________
 LA1496  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 LA1496  DYNAMIC HEIGHT  -        268.339 (meters)      880.38  (feet) COMP
 LA1496  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 LA1496
 LA1496  VERT ORDER      -  SECOND    CLASS 0
 LA1496
 LA1496.The horizontal coordinates were scaled from a map and have
 LA1496.an estimated accuracy of +/- 6 seconds.
 LA1496
 LA1496.The orthometric height was determined by differential leveling and
 LA1496.adjusted by the NATIONAL GEODETIC SURVEY
 LA1496.in June 1991.
 LA1496
 LA1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1496.GEOID18 height accuracy estimate available here.
 LA1496
 LA1496.Click photographs - Photos may exist for this station.
 LA1496
 LA1496.The dynamic height is computed by dividing the NAVD 88
 LA1496.geopotential number by the normal gravity value computed on the
 LA1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1496.degrees latitude (g = 980.6199 gals.).
 LA1496
 LA1496.The modeled gravity was interpolated from observed gravity values.
 LA1496
 LA1496;                    North         East    Units  Estimated Accuracy
 LA1496;SPC IN E     -   571,220.      104,250.      MT  (+/- 180 meters Scaled)
 LA1496
 LA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK174723(NAD 83)
 LA1496
 LA1496                          SUPERSEDED SURVEY CONTROL
 LA1496
 LA1496  NGVD 29 (??/??/92)  268.616  (m)          881.28   (f) ADJ UNCH    2 0
 LA1496
 LA1496.Superseded values are not recommended for survey control.
 LA1496
 LA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1496.See file dsdata.pdf to determine how the superseded data were derived.
 LA1496
 LA1496_MARKER: DB = BENCH MARK DISK
 LA1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1496_STAMPING: A 217 1947
 LA1496_MARK LOGO: CGS
 LA1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1496+STABILITY: SURFACE MOTION
 LA1496
 LA1496  HISTORY     - Date     Condition        Report By
 LA1496  HISTORY     - 1947     MONUMENTED       CGS
 LA1496
 LA1496                          STATION DESCRIPTION
 LA1496
 LA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1496'3 MI SE FROM FAIRMOUNT.
 LA1496'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1496'FROM THE STATION AT FAIRMOUNT, THENCE ABOUT 1.45 MILES EAST
 LA1496'ALONG A GRAVEL COUNTY ROAD, AT THE JUNCTION OF A ROAD LEADING
 LA1496'SOUTH, ABOUT 78 YARDS EAST AND ACROSS THE ROAD SOUTH FROM GRANT
 LA1496'CHURCH, 194 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 18
 LA1496'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 144.5 FEET NORTHEAST
 LA1496'OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION OF AN
 LA1496'ABANDONED SCHOOL, 21 FEET WEST OF TELEPHONE POLE NO. 2540,
 LA1496'2 FEET WEST OF A CONCRETE FENCE CORNER POST, 1.5 FEET NORTH OF
 LA1496'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN
 LA1496'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1507 ***********************************************************************
 LA1507  DESIGNATION -  A 219
 LA1507  PID         -  LA1507
 LA1507  STATE/COUNTY-  IN/MADISON
 LA1507  COUNTRY     -  US
 LA1507  USGS QUAD   -  GILMAN (2019)
 LA1507
 LA1507                         *CURRENT SURVEY CONTROL
 LA1507  ______________________________________________________________________
 LA1507* NAD 83(1986) POSITION- 40 11 37.     (N) 085 36 48.     (W)   SCALED
 LA1507* NAVD 88 ORTHO HEIGHT -   269.539 (meters)      884.31  (feet) ADJUSTED
 LA1507  ______________________________________________________________________
 LA1507  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LA1507  DYNAMIC HEIGHT  -        269.396 (meters)      883.84  (feet) COMP
 LA1507  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 LA1507
 LA1507  VERT ORDER      -  SECOND    CLASS 0
 LA1507
 LA1507.The horizontal coordinates were scaled from a map and have
 LA1507.an estimated accuracy of +/- 6 seconds.
 LA1507
 LA1507.The orthometric height was determined by differential leveling and
 LA1507.adjusted by the NATIONAL GEODETIC SURVEY
 LA1507.in June 1991.
 LA1507
 LA1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1507.GEOID18 height accuracy estimate available here.
 LA1507
 LA1507.Click photographs - Photos may exist for this station.
 LA1507
 LA1507.The dynamic height is computed by dividing the NAVD 88
 LA1507.geopotential number by the normal gravity value computed on the
 LA1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1507.degrees latitude (g = 980.6199 gals.).
 LA1507
 LA1507.The modeled gravity was interpolated from observed gravity values.
 LA1507
 LA1507;                    North         East    Units  Estimated Accuracy
 LA1507;SPC IN E     -   549,020.      104,540.      MT  (+/- 180 meters Scaled)
 LA1507
 LA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK180501(NAD 83)
 LA1507
 LA1507                          SUPERSEDED SURVEY CONTROL
 LA1507
 LA1507  NGVD 29 (??/??/92)  269.681  (m)          884.78   (f) ADJ UNCH    2 0
 LA1507
 LA1507.Superseded values are not recommended for survey control.
 LA1507
 LA1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1507.See file dsdata.pdf to determine how the superseded data were derived.
 LA1507
 LA1507_MARKER: DB = BENCH MARK DISK
 LA1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1507_STAMPING: A 219 1947
 LA1507_MARK LOGO: CGS
 LA1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1507+STABILITY: SURFACE MOTION
 LA1507
 LA1507  HISTORY     - Date     Condition        Report By
 LA1507  HISTORY     - 1947     MONUMENTED       CGS
 LA1507
 LA1507                          STATION DESCRIPTION
 LA1507
 LA1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1507'0.6 MI W FROM MOONVILLE.
 LA1507'ABOUT 0.65 MILE WEST ALONG A COUNTY ROAD FROM THE CROSSROADS
 LA1507'AT MOONVILLE, AT A GRAVEL CROSS ROAD, 47.5 FEET WEST OF THE
 LA1507'CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE
 LA1507'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET WEST OF THE WEST
 LA1507'CONCRETE GATEPOST, 32 FEET WEST OF A CONCRETE GATE POST AND
 LA1507'FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 1.5 FEET
 LA1507'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 LA1507'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0592 ***********************************************************************
 MD0592  DESIGNATION -  A 22
 MD0592  PID         -  MD0592
 MD0592  STATE/COUNTY-  IN/STEUBEN
 MD0592  COUNTRY     -  US
 MD0592  USGS QUAD   -  ANGOLA EAST (2019)
 MD0592
 MD0592                         *CURRENT SURVEY CONTROL
 MD0592  ______________________________________________________________________
 MD0592* NAD 83(1986) POSITION- 41 40 20.     (N) 084 58 52.     (W)   SCALED
 MD0592* NAVD 88 ORTHO HEIGHT -   315.785 (meters)     1036.04  (feet) ADJUSTED
 MD0592  ______________________________________________________________________
 MD0592  GEOID HEIGHT    -        -33.330 (meters)                     GEOID18
 MD0592  DYNAMIC HEIGHT  -        315.666 (meters)     1035.65  (feet) COMP
 MD0592  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 MD0592
 MD0592  VERT ORDER      -  SECOND    CLASS 0
 MD0592
 MD0592.The horizontal coordinates were scaled from a map and have
 MD0592.an estimated accuracy of +/- 6 seconds.
 MD0592
 MD0592.The orthometric height was determined by differential leveling and
 MD0592.adjusted by the NATIONAL GEODETIC SURVEY
 MD0592.in June 1991.
 MD0592
 MD0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0592.GEOID18 height accuracy estimate available here.
 MD0592
 MD0592.Click photographs - Photos may exist for this station.
 MD0592
 MD0592.The dynamic height is computed by dividing the NAVD 88
 MD0592.geopotential number by the normal gravity value computed on the
 MD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0592.degrees latitude (g = 980.6199 gals.).
 MD0592
 MD0592.The modeled gravity was interpolated from observed gravity values.
 MD0592
 MD0592;                    North         East    Units  Estimated Accuracy
 MD0592;SPC IN E     -   713,440.      157,090.      MT  (+/- 180 meters Scaled)
 MD0592
 MD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM680153(NAD 83)
 MD0592
 MD0592                          SUPERSEDED SURVEY CONTROL
 MD0592
 MD0592  NGVD 29 (??/??/92)  315.919  (m)         1036.48   (f) ADJ UNCH    2 0
 MD0592
 MD0592.Superseded values are not recommended for survey control.
 MD0592
 MD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0592.See file dsdata.pdf to determine how the superseded data were derived.
 MD0592
 MD0592_MARKER: DB = BENCH MARK DISK
 MD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0592_STAMPING: A 22 1934
 MD0592_MARK LOGO: CGS
 MD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0592+STABILITY: SURFACE MOTION
 MD0592
 MD0592  HISTORY     - Date     Condition        Report By
 MD0592  HISTORY     - 1934     MONUMENTED       CGS
 MD0592  HISTORY     - 1960     GOOD             CGS
 MD0592  HISTORY     - 1965     GOOD             CGS
 MD0592  HISTORY     - 20180717 MARK NOT FOUND   INDOT
 MD0592
 MD0592                          STATION DESCRIPTION
 MD0592
 MD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0592'2.9 MI NNE FROM ANGOLA.
 MD0592'2.9 MILES NNE ALONG NEW YORK CENTRAL RAILROAD FROM THE STATION
 MD0592'AT ANGOLA, OR 2.5 MILES N ALONG NO. 27 U.S. HIGHWAY FROM THE
 MD0592'TOWN SQUARE IN ANGOLA AND THENCE E ON ASPHALT COUNTY ROAD 0.9
 MD0592'MILE TO RAILROAD CROSSING AND MARK ON THE LEFT, 28 FEET N OF
 MD0592'CENTER LINE OF 20-FOOT PAVEMENT, 0.7 FOOT LOWER THAN SAME, 28.4
 MD0592'FEET ESE OF E RAIL, 0.2 FOOT LOWER THAN TOP OF SAME, 21 FEET W
 MD0592'OF AND OLD FENCE CORNER, AND PROJECTING 1.1 FEET ABOVE GROUND.
 MD0592
 MD0592                          STATION RECOVERY (1965)
 MD0592
 MD0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MD0592'RECOVERED IN GOOD CONDITION.
 MD0592
 MD0592                          STATION RECOVERY (2018)
 MD0592
 MD0592'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0592'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1210 ***********************************************************************
 LA1210  DESIGNATION -  A 220
 LA1210  PID         -  LA1210
 LA1210  STATE/COUNTY-  IN/DELAWARE
 LA1210  COUNTRY     -  US
 LA1210  USGS QUAD   -  WHEELING (2019)
 LA1210
 LA1210                         *CURRENT SURVEY CONTROL
 LA1210  ______________________________________________________________________
 LA1210* NAD 83(1986) POSITION- 40 18 21.91   (N) 085 24 19.25   (W)   HD_HELD1
 LA1210* NAVD 88 ORTHO HEIGHT -   276.069 (meters)      905.74  (feet) ADJUSTED
 LA1210  ______________________________________________________________________
 LA1210  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 LA1210  DYNAMIC HEIGHT  -        275.925 (meters)      905.26  (feet) COMP
 LA1210  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 LA1210
 LA1210  VERT ORDER      -  SECOND    CLASS 0
 LA1210
 LA1210.The horizontal coordinates were determined by differentially corrected
 LA1210.hand held GPS observations or other comparable positioning techniques
 LA1210.and have an estimated accuracy of +/- 3 meters.
 LA1210
 LA1210.The orthometric height was determined by differential leveling and
 LA1210.adjusted by the NATIONAL GEODETIC SURVEY
 LA1210.in June 1991.
 LA1210
 LA1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1210.GEOID18 height accuracy estimate available here.
 LA1210
 LA1210.Click photographs - Photos may exist for this station.
 LA1210
 LA1210.The dynamic height is computed by dividing the NAVD 88
 LA1210.geopotential number by the normal gravity value computed on the
 LA1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1210.degrees latitude (g = 980.6199 gals.).
 LA1210
 LA1210.The modeled gravity was interpolated from observed gravity values.
 LA1210
 LA1210;                    North         East    Units  Estimated Accuracy
 LA1210;SPC IN E     -   561,536.3     122,214.4     MT  (+/- 3 meters HH1 GPS) 
 LA1210
 LA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3551262950(NAD 83)
 LA1210
 LA1210                          SUPERSEDED SURVEY CONTROL
 LA1210
 LA1210  NGVD 29 (??/??/92)  276.204  (m)          906.18   (f) ADJ UNCH    2 0
 LA1210
 LA1210.Superseded values are not recommended for survey control.
 LA1210
 LA1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1210.See file dsdata.pdf to determine how the superseded data were derived.
 LA1210
 LA1210_MARKER: DB = BENCH MARK DISK
 LA1210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1210_SP_SET: CULVERT HEADWALL
 LA1210_STAMPING: A 220 1947
 LA1210_MARK LOGO: CGS
 LA1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1210+STABILITY: SURFACE MOTION
 LA1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1210+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 LA1210
 LA1210  HISTORY     - Date     Condition        Report By
 LA1210  HISTORY     - 1947     MONUMENTED       CGS
 LA1210  HISTORY     - 20231017 GOOD             INDOT
 LA1210
 LA1210                          STATION DESCRIPTION
 LA1210
 LA1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1210'4.9 MI NW FROM ROYERTON.
 LA1210'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1210'AT ROYERTON, THENCE ABOUT 1.9 MILES WEST ALONG A COUNTY ROAD,
 LA1210'AT THE JUNCTION OF A ROAD LEADING SOUTH, SET IN THE TOP OF THE
 LA1210'SOUTH END OF AN ANGLE CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT
 LA1210'UNDER BOTH ROADS, 13 FEET EAST OF THE CENTER LINE OF THE SIDE
 LA1210'ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1210'1.5 FEET NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT 1 FOOT
 LA1210'ABOVE THE ROAD.
 LA1210
 LA1210                          STATION RECOVERY (2023)
 LA1210
 LA1210'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0659 ***********************************************************************
 LA0659  DESIGNATION -  A 221
 LA0659  PID         -  LA0659
 LA0659  STATE/COUNTY-  IN/ADAMS
 LA0659  COUNTRY     -  US
 LA0659  USGS QUAD   -  HOAGLAND (2019)
 LA0659
 LA0659                         *CURRENT SURVEY CONTROL
 LA0659  ______________________________________________________________________
 LA0659* NAD 83(1986) POSITION- 40 53 32.     (N) 084 58 35.     (W)   SCALED
 LA0659* NAVD 88 ORTHO HEIGHT -   246.006 (meters)      807.10  (feet) ADJUSTED
 LA0659  ______________________________________________________________________
 LA0659  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 LA0659  DYNAMIC HEIGHT  -        245.899 (meters)      806.75  (feet) COMP
 LA0659  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 LA0659
 LA0659  VERT ORDER      -  SECOND    CLASS 0
 LA0659
 LA0659.The horizontal coordinates were scaled from a map and have
 LA0659.an estimated accuracy of +/- 6 seconds.
 LA0659
 LA0659.The orthometric height was determined by differential leveling and
 LA0659.adjusted by the NATIONAL GEODETIC SURVEY
 LA0659.in June 1991.
 LA0659
 LA0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0659.GEOID18 height accuracy estimate available here.
 LA0659
 LA0659.Click photographs - Photos may exist for this station.
 LA0659
 LA0659.The dynamic height is computed by dividing the NAVD 88
 LA0659.geopotential number by the normal gravity value computed on the
 LA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0659.degrees latitude (g = 980.6199 gals.).
 LA0659
 LA0659.The modeled gravity was interpolated from observed gravity values.
 LA0659
 LA0659;                    North         East    Units  Estimated Accuracy
 LA0659;SPC IN E     -   626,820.      158,170.      MT  (+/- 180 meters Scaled)
 LA0659
 LA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL704287(NAD 83)
 LA0659
 LA0659                          SUPERSEDED SURVEY CONTROL
 LA0659
 LA0659  NGVD 29 (??/??/92)  246.159  (m)          807.61   (f) ADJ UNCH    2 0
 LA0659
 LA0659.Superseded values are not recommended for survey control.
 LA0659
 LA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0659.See file dsdata.pdf to determine how the superseded data were derived.
 LA0659
 LA0659_MARKER: DB = BENCH MARK DISK
 LA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0659_STAMPING: A 221 1947
 LA0659_MARK LOGO: CGS
 LA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0659+STABILITY: SURFACE MOTION
 LA0659
 LA0659  HISTORY     - Date     Condition        Report By
 LA0659  HISTORY     - 1947     MONUMENTED       CGS
 LA0659  HISTORY     - 1955     GOOD             CGS
 LA0659
 LA0659                          STATION DESCRIPTION
 LA0659
 LA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LA0659'4.5 MI NW FROM DECATUR.
 LA0659'5.4 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE ERIE RAILROAD
 LA0659'CROSSING AT DECATUR, 0.2 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 LA0659'LEADING EAST, 88 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 LA0659'ROAD LEADING EAST, 88 FEET EAST OF THE CENTER OF THE JUNCTION
 LA0659'OF A COUNTY GRAVEL ROAD LEADING NORTH, 138 FEET NORTHWEST OF
 LA0659'A FENCE CORNER AT THE WEST CORNER OF THE FRONT YARD OF A
 LA0659'FARMHOUSE WITH A GROUP OF FIR TREES IN THE FRONT YARD, 56 FEET
 LA0659'NORTHEAST OF THE CENTERLINE OF THE CONCRETE PAVEMENT (FUTURE
 LA0659'NORTH-BOUND LANE), 8 FEET SOUTHEAST OF A POLE, 1 FOOT SOUTHWEST
 LA0659'OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0659'AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 LA0659'STAMPED A 221 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0659'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0856 ***********************************************************************
 LA0856  DESIGNATION -  A 222
 LA0856  PID         -  LA0856
 LA0856  STATE/COUNTY-  IN/ALLEN
 LA0856  COUNTRY     -  US
 LA0856  USGS QUAD   -  POE (2019)
 LA0856
 LA0856                         *CURRENT SURVEY CONTROL
 LA0856  ______________________________________________________________________
 LA0856* NAD 83(1986) POSITION- 40 56 49.     (N) 085 03 20.     (W)   SCALED
 LA0856* NAVD 88 ORTHO HEIGHT -   239.525 (meters)      785.84  (feet) ADJUSTED
 LA0856  ______________________________________________________________________
 LA0856  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LA0856  DYNAMIC HEIGHT  -        239.423 (meters)      785.51  (feet) COMP
 LA0856  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 LA0856
 LA0856  VERT ORDER      -  SECOND    CLASS 0
 LA0856
 LA0856.The horizontal coordinates were scaled from a map and have
 LA0856.an estimated accuracy of +/- 6 seconds.
 LA0856
 LA0856.The orthometric height was determined by differential leveling and
 LA0856.adjusted by the NATIONAL GEODETIC SURVEY
 LA0856.in June 1991.
 LA0856
 LA0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0856.GEOID18 height accuracy estimate available here.
 LA0856
 LA0856.Click photographs - Photos may exist for this station.
 LA0856
 LA0856.The dynamic height is computed by dividing the NAVD 88
 LA0856.geopotential number by the normal gravity value computed on the
 LA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0856.degrees latitude (g = 980.6199 gals.).
 LA0856
 LA0856.The modeled gravity was interpolated from observed gravity values.
 LA0856
 LA0856;                    North         East    Units  Estimated Accuracy
 LA0856;SPC IN E     -   632,850.      151,460.      MT  (+/- 180 meters Scaled)
 LA0856
 LA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL636346(NAD 83)
 LA0856
 LA0856                          SUPERSEDED SURVEY CONTROL
 LA0856
 LA0856  NGVD 29 (??/??/92)  239.68   (m)          786.4    (f) COMPUTED    2 0
 LA0856
 LA0856.Superseded values are not recommended for survey control.
 LA0856
 LA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0856.See file dsdata.pdf to determine how the superseded data were derived.
 LA0856
 LA0856_MARKER: DB = BENCH MARK DISK
 LA0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0856_SP_SET: CULVERT HEADWALL
 LA0856_STAMPING: A 222 1947
 LA0856_MARK LOGO: CGS
 LA0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0856+STABILITY: SURFACE MOTION
 LA0856
 LA0856  HISTORY     - Date     Condition        Report By
 LA0856  HISTORY     - 1947     MONUMENTED       CGS
 LA0856
 LA0856                          STATION DESCRIPTION
 LA0856
 LA0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0856'2 MI NE FROM POE.
 LA0856'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE M.E.
 LA0856'CHURCH AT POE, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND 33,
 LA0856'ACROSS THE HIGHWAY FROM A TWO STORY BRICK SERVICE STATION
 LA0856'BUILDING, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0856'28 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, AND SET
 LA0856'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF
 LA0856'A 6-FOOT CONCRETE CULVERT RUNNING DIAGONALLY SOUTHEAST-NORTHWEST
 LA0856'UNDER THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0857 ***********************************************************************
 LA0857  DESIGNATION -  A 222 RESET
 LA0857  PID         -  LA0857
 LA0857  STATE/COUNTY-  IN/ALLEN
 LA0857  COUNTRY     -  US
 LA0857  USGS QUAD   -  POE (2019)
 LA0857
 LA0857                         *CURRENT SURVEY CONTROL
 LA0857  ______________________________________________________________________
 LA0857* NAD 83(1986) POSITION- 40 56 48.8    (N) 085 03 19.5    (W)   HD_HELD2
 LA0857* NAVD 88 ORTHO HEIGHT -   239.47  (meters)      785.7   (feet) RESET
 LA0857  ______________________________________________________________________
 LA0857  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LA0857  VERT ORDER      -  THIRD
 LA0857
 LA0857.The horizontal coordinates were established by autonomous hand held GPS
 LA0857.observations and have an estimated accuracy of +/- 10 meters.
 LA0857
 LA0857.The orthometric height was computed from unverified reset data.
 LA0857
 LA0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0857.GEOID18 height accuracy estimate available here.
 LA0857
 LA0857.Click photographs - Photos may exist for this station.
 LA0857
 LA0857;                    North         East    Units  Estimated Accuracy
 LA0857;SPC IN E     -   632,840.      151,467.      MT  (+/- 10 meters HH2 GPS)
 LA0857
 LA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6367834681(NAD 83)
 LA0857
 LA0857                          SUPERSEDED SURVEY CONTROL
 LA0857
 LA0857  NGVD 29 (??/??/??)  239.62   (m)          786.2    (f) RESET       3  
 LA0857
 LA0857.Superseded values are not recommended for survey control.
 LA0857
 LA0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0857.See file dsdata.pdf to determine how the superseded data were derived.
 LA0857
 LA0857_MARKER: DB = BENCH MARK DISK
 LA0857_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0857_SP_SET: BOX CULVERT WINGWALL
 LA0857_STAMPING: A 222 RESET 1955
 LA0857_MARK LOGO: CGS
 LA0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0857+STABILITY: SURFACE MOTION
 LA0857
 LA0857  HISTORY     - Date     Condition        Report By
 LA0857  HISTORY     - 1955     MONUMENTED       CGS
 LA0857  HISTORY     - 1968     GOOD             CGS
 LA0857
 LA0857                          STATION DESCRIPTION
 LA0857
 LA0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0857'2 MI NE FROM POE.
 LA0857'ABOUT 2 MILES NORTHEAST ALONG A BLACKTOP ROAD FROM THE METHODIST
 LA0857'CHURCH AT POE, AT THE INTERSECTION OF U.S. 27 AND 33, ACROSS THE
 LA0857'HIGHWAY FROM A TWO STORY BLDG. 74 FT. NORTHWEST OF THE C/L OF THE
 LA0857'HIGHWAY, 48 FT. SOUTH OF THE C/L OF THE HOAGLAND-POE ROAD, AT A
 LA0857'6 BY 5 FT. CONCRETE BOX CULVERT EXTENDING SOUTHEAST AND NORTHWEST
 LA0857'UNDER THE INTERSECTION AND IN THE TOP OF THE SOUTH WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0556 ***********************************************************************
 MD0556  DESIGNATION -  A 223
 MD0556  PID         -  MD0556
 MD0556  STATE/COUNTY-  IN/ALLEN
 MD0556  COUNTRY     -  US
 MD0556  USGS QUAD   -  MAPLES (2019)
 MD0556
 MD0556                         *CURRENT SURVEY CONTROL
 MD0556  ______________________________________________________________________
 MD0556* NAD 83(1986) POSITION- 41 00 23.     (N) 084 57 07.     (W)   SCALED
 MD0556* NAVD 88 ORTHO HEIGHT -   242.430 (meters)      795.37  (feet) ADJUSTED
 MD0556  ______________________________________________________________________
 MD0556  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 MD0556  DYNAMIC HEIGHT  -        242.329 (meters)      795.04  (feet) COMP
 MD0556  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 MD0556
 MD0556  VERT ORDER      -  SECOND    CLASS 0
 MD0556
 MD0556.The horizontal coordinates were scaled from a map and have
 MD0556.an estimated accuracy of +/- 6 seconds.
 MD0556
 MD0556.The orthometric height was determined by differential leveling and
 MD0556.adjusted by the NATIONAL GEODETIC SURVEY
 MD0556.in June 1991.
 MD0556
 MD0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0556.GEOID18 height accuracy estimate available here.
 MD0556
 MD0556.Click photographs - Photos may exist for this station.
 MD0556
 MD0556.The dynamic height is computed by dividing the NAVD 88
 MD0556.geopotential number by the normal gravity value computed on the
 MD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0556.degrees latitude (g = 980.6199 gals.).
 MD0556
 MD0556.The modeled gravity was interpolated from observed gravity values.
 MD0556
 MD0556;                    North         East    Units  Estimated Accuracy
 MD0556;SPC IN E     -   639,510.      160,130.      MT  (+/- 180 meters Scaled)
 MD0556
 MD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL722414(NAD 83)
 MD0556
 MD0556                          SUPERSEDED SURVEY CONTROL
 MD0556
 MD0556  NGVD 29 (??/??/92)  242.585  (m)          795.88   (f) ADJ UNCH    2 0
 MD0556
 MD0556.Superseded values are not recommended for survey control.
 MD0556
 MD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0556.See file dsdata.pdf to determine how the superseded data were derived.
 MD0556
 MD0556_MARKER: DB = BENCH MARK DISK
 MD0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0556_SP_SET: ABUTMENT
 MD0556_STAMPING: A 223 1947
 MD0556_MARK LOGO: CGS
 MD0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0556
 MD0556  HISTORY     - Date     Condition        Report By
 MD0556  HISTORY     - 1947     MONUMENTED       CGS
 MD0556  HISTORY     - 1962     GOOD             CGS
 MD0556
 MD0556                          STATION DESCRIPTION
 MD0556
 MD0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0556'1.1 MI SE FROM MAPLES.
 MD0556'ABOUT 1.1 MILES SOUTHEASTERLY ALONG ROAD ON NORTHEASTERN SIDE
 MD0556'OF PENNSYLVANIA RAILROAD FROM ITS CROSSING WITH FRANKE ROAD AT
 MD0556'MAPLES, ABOUT 140 YARDS WNW OF GERARDOT ROAD-RAILROAD CROSSING,
 MD0556'AN ESTIMATED 65 YARDS S OF MAPLES ROAD, ABOUT 130 YARDS ESE OF
 MD0556'NO. 309 RAILROAD MILEPOST, 7.2 FEET NNE OF NNE RAIL OF MAIN
 MD0556'LINE DOUBLE TRACKS, 3.0 FEET LOWER THAN TOP OF SAME.  2.7 FEET
 MD0556'SSW OF NNE END AND 2.4 FEET WNW OF ESE FACE OF THE CONCRETE
 MD0556'CAP OF STONE MASONRY ABUTMENT OF 60-FOOT RAILROAD BRIDGE OVER A
 MD0556'CREEK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN TOP OF THE
 MD0556'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0814 ***********************************************************************
 LA0814  DESIGNATION -  A 225
 LA0814  PID         -  LA0814
 LA0814  STATE/COUNTY-  IN/WELLS
 LA0814  COUNTRY     -  US
 LA0814  USGS QUAD   -  BLUFFTON (2019)
 LA0814
 LA0814                         *CURRENT SURVEY CONTROL
 LA0814  ______________________________________________________________________
 LA0814* NAD 83(1986) POSITION- 40 38 25.     (N) 085 09 05.     (W)   SCALED
 LA0814* NAVD 88 ORTHO HEIGHT -   261.018 (meters)      856.36  (feet) ADJUSTED
 LA0814  ______________________________________________________________________
 LA0814  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 LA0814  DYNAMIC HEIGHT  -        260.891 (meters)      855.94  (feet) COMP
 LA0814  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LA0814
 LA0814  VERT ORDER      -  SECOND    CLASS 0
 LA0814
 LA0814.The horizontal coordinates were scaled from a map and have
 LA0814.an estimated accuracy of +/- 6 seconds.
 LA0814
 LA0814.The orthometric height was determined by differential leveling and
 LA0814.adjusted by the NATIONAL GEODETIC SURVEY
 LA0814.in June 1991.
 LA0814
 LA0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0814.GEOID18 height accuracy estimate available here.
 LA0814
 LA0814.Click photographs - Photos may exist for this station.
 LA0814
 LA0814.The dynamic height is computed by dividing the NAVD 88
 LA0814.geopotential number by the normal gravity value computed on the
 LA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0814.degrees latitude (g = 980.6199 gals.).
 LA0814
 LA0814.The modeled gravity was interpolated from observed gravity values.
 LA0814
 LA0814;                    North         East    Units  Estimated Accuracy
 LA0814;SPC IN E     -   598,740.      143,590.      MT  (+/- 180 meters Scaled)
 LA0814
 LA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL563004(NAD 83)
 LA0814
 LA0814                          SUPERSEDED SURVEY CONTROL
 LA0814
 LA0814  NGVD 29 (??/??/92)  261.157  (m)          856.81   (f) ADJ UNCH    2 0
 LA0814
 LA0814.Superseded values are not recommended for survey control.
 LA0814
 LA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0814.See file dsdata.pdf to determine how the superseded data were derived.
 LA0814
 LA0814_MARKER: DB = BENCH MARK DISK
 LA0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0814_STAMPING: A 225 1947
 LA0814_MARK LOGO: CGS
 LA0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0814+STABILITY: SURFACE MOTION
 LA0814
 LA0814  HISTORY     - Date     Condition        Report By
 LA0814  HISTORY     - 1947     MONUMENTED       CGS
 LA0814  HISTORY     - 1968     GOOD             CGS
 LA0814
 LA0814                          STATION DESCRIPTION
 LA0814
 LA0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0814'1 MI S FROM REIFFSBURG.
 LA0814'1.0 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 LA0814'STATE HIGHWAY 118 AT REIFFSBURG, AT THE T JUNCTION OF A ROAD
 LA0814'LEADING WEST, 34.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0814'19 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 29
 LA0814'FEET EAST OF A 14-INCH TREE, 4.5 FEET WEST OF THE SOUTH END
 LA0814'POST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A STEEL
 LA0814'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 LA0814'A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2560 ***********************************************************************
 LA2560  DESIGNATION -  A 226 RESET
 LA2560  PID         -  LA2560
 LA2560  STATE/COUNTY-  IN/ADAMS
 LA2560  COUNTRY     -  US
 LA2560  USGS QUAD   -  GENEVA (2019)
 LA2560
 LA2560                         *CURRENT SURVEY CONTROL
 LA2560  ______________________________________________________________________
 LA2560* NAD 83(1986) POSITION- 40 36 24.     (N) 084 57 18.     (W)   SCALED
 LA2560* NAVD 88 ORTHO HEIGHT -   259.29  (meters)      850.7   (feet) RESET
 LA2560  ______________________________________________________________________
 LA2560  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA2560  VERT ORDER      -  THIRD
 LA2560
 LA2560.The horizontal coordinates were scaled from a map and have
 LA2560.an estimated accuracy of +/- 6 seconds.
 LA2560
 LA2560.The orthometric height was computed from unverified reset data.
 LA2560
 LA2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2560.GEOID18 height accuracy estimate available here.
 LA2560
 LA2560.Click photographs - Photos may exist for this station.
 LA2560
 LA2560;                    North         East    Units  Estimated Accuracy
 LA2560;SPC IN E     -   595,120.      160,230.      MT  (+/- 180 meters Scaled)
 LA2560
 LA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK730971(NAD 83)
 LA2560
 LA2560                          SUPERSEDED SURVEY CONTROL
 LA2560
 LA2560  NGVD 29 (08/22/16)  259.44   (m)          851.2    (f) RESET       3  
 LA2560
 LA2560.Superseded values are not recommended for survey control.
 LA2560
 LA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2560.See file dsdata.pdf to determine how the superseded data were derived.
 LA2560
 LA2560_MARKER: DV = VERTICAL CONTROL DISK
 LA2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2560_STAMPING: A 226 RESET 1992
 LA2560_MARK LOGO: NGS
 LA2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2560+STABILITY: SURFACE MOTION
 LA2560
 LA2560  HISTORY     - Date     Condition        Report By
 LA2560  HISTORY     - 1992     MONUMENTED       INHD
 LA2560
 LA2560                          STATION DESCRIPTION
 LA2560
 LA2560'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1992
 LA2560'1.1 MILES (1.8 KM) NORTH ALONG US HIGHWAY 27 FROM ITS INTERSECTION
 LA2560'WITH STATE HIGHWAY 116 IN GENEVA, ABOUT 0.7 MILE (1.1 KM) SOUTH OF A
 LA2560'BRIDGE, NEAR A CROSSROAD (CR 950 S) 28 FEET (8.5 M) EAST OF THE
 LA2560'CENTERLINE OF THE HIGHWAY, ABOUT 227 FEET (69.2 M) SOUTH OF THE
 LA2560'CENTERLINE OF THE CROSSROAD, ABOUT 1 FOOT (0.3 M) ABOVE THE HIGHWAY
 LA2560'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT (0.3 M) ABOVE
 LA2560'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0573 ***********************************************************************
 LA0573  DESIGNATION -  A 227
 LA0573  PID         -  LA0573
 LA0573  STATE/COUNTY-  IN/ADAMS
 LA0573  COUNTRY     -  US
 LA0573  USGS QUAD   -  WILLSHIRE (2016)
 LA0573
 LA0573                         *CURRENT SURVEY CONTROL
 LA0573  ______________________________________________________________________
 LA0573* NAD 83(1986) POSITION- 40 39 35.     (N) 084 50 11.     (W)   SCALED
 LA0573* NAVD 88 ORTHO HEIGHT -   253.329 (meters)      831.13  (feet) ADJUSTED
 LA0573  ______________________________________________________________________
 LA0573  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 LA0573  DYNAMIC HEIGHT  -        253.211 (meters)      830.74  (feet) COMP
 LA0573  MODELED GRAVITY -    980,151.9   (mgal)                       NAVD 88
 LA0573
 LA0573  VERT ORDER      -  SECOND    CLASS 0
 LA0573
 LA0573.The horizontal coordinates were scaled from a map and have
 LA0573.an estimated accuracy of +/- 6 seconds.
 LA0573
 LA0573.The orthometric height was determined by differential leveling and
 LA0573.adjusted by the NATIONAL GEODETIC SURVEY
 LA0573.in June 1991.
 LA0573
 LA0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0573.GEOID18 height accuracy estimate available here.
 LA0573
 LA0573.Click photographs - Photos may exist for this station.
 LA0573
 LA0573.The dynamic height is computed by dividing the NAVD 88
 LA0573.geopotential number by the normal gravity value computed on the
 LA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0573.degrees latitude (g = 980.6199 gals.).
 LA0573
 LA0573.The modeled gravity was interpolated from observed gravity values.
 LA0573
 LA0573;                    North         East    Units  Estimated Accuracy
 LA0573;SPC IN E     -   601,100.      170,210.      MT  (+/- 180 meters Scaled)
 LA0573
 LA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL829032(NAD 83)
 LA0573
 LA0573                          SUPERSEDED SURVEY CONTROL
 LA0573
 LA0573  NGVD 29 (??/??/92)  253.483  (m)          831.64   (f) ADJ UNCH    2 0
 LA0573
 LA0573.Superseded values are not recommended for survey control.
 LA0573
 LA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0573.See file dsdata.pdf to determine how the superseded data were derived.
 LA0573
 LA0573_MARKER: DB = BENCH MARK DISK
 LA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0573_STAMPING: A 227 1947
 LA0573_MARK LOGO: CGS
 LA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0573+STABILITY: SURFACE MOTION
 LA0573
 LA0573  HISTORY     - Date     Condition        Report By
 LA0573  HISTORY     - 1947     MONUMENTED       CGS
 LA0573  HISTORY     - 1983     GOOD             NGS
 LA0573
 LA0573                          STATION DESCRIPTION
 LA0573
 LA0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0573'5.9 MI E FROM BERNE.
 LA0573'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE
 LA0573'AT BERNE, ABOUT 1.7 MILES WEST OF THE INDIANA-OHIO STATE LINE,
 LA0573'ABOUT 0.4 MILE WEST OF A CONCRETE BRIDGE, ABOUT 0.25 MILE WEST
 LA0573'OF THE JUNCTION OF A ROAD SOUTH, AT THE JUNCTION OF A ROAD
 LA0573'LEADING NORTH, 292 FEET WEST OF THE CENTER LINE OF THE ROAD
 LA0573'NORTH, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.5
 LA0573'FEET EAST OF A TELEPHONE POLE, 3.7 FEET EAST OF A HIGHWAY R/W
 LA0573'MARKER POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 2 FEET WEST
 LA0573'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0573'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0573
 LA0573                          STATION RECOVERY (1983)
 LA0573
 LA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0573'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0442 ***********************************************************************
 LA0442  DESIGNATION -  A 228
 LA0442  PID         -  LA0442
 LA0442  STATE/COUNTY-  IN/RANDOLPH
 LA0442  COUNTRY     -  US
 LA0442  USGS QUAD   -  UNION CITY (2019)
 LA0442
 LA0442                         *CURRENT SURVEY CONTROL
 LA0442  ______________________________________________________________________
 LA0442* NAD 83(1986) POSITION- 40 07 45.     (N) 084 49 38.     (W)   SCALED
 LA0442* NAVD 88 ORTHO HEIGHT -   345.241 (meters)     1132.68  (feet) ADJUSTED
 LA0442  ______________________________________________________________________
 LA0442  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 LA0442  DYNAMIC HEIGHT  -        345.053 (meters)     1132.06  (feet) COMP
 LA0442  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 LA0442
 LA0442  VERT ORDER      -  SECOND    CLASS 0
 LA0442
 LA0442.The horizontal coordinates were scaled from a map and have
 LA0442.an estimated accuracy of +/- 6 seconds.
 LA0442
 LA0442.The orthometric height was determined by differential leveling and
 LA0442.adjusted by the NATIONAL GEODETIC SURVEY
 LA0442.in June 1991.
 LA0442
 LA0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0442.GEOID18 height accuracy estimate available here.
 LA0442
 LA0442.Click photographs - Photos may exist for this station.
 LA0442
 LA0442.The dynamic height is computed by dividing the NAVD 88
 LA0442.geopotential number by the normal gravity value computed on the
 LA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0442.degrees latitude (g = 980.6199 gals.).
 LA0442
 LA0442.The modeled gravity was interpolated from observed gravity values.
 LA0442
 LA0442;                    North         East    Units  Estimated Accuracy
 LA0442;SPC IN E     -   542,200.      171,550.      MT  (+/- 180 meters Scaled)
 LA0442
 LA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851443(NAD 83)
 LA0442
 LA0442                          SUPERSEDED SURVEY CONTROL
 LA0442
 LA0442  NGVD 29 (??/??/92)  345.382  (m)         1133.14   (f) ADJ UNCH    2 0
 LA0442
 LA0442.Superseded values are not recommended for survey control.
 LA0442
 LA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0442.See file dsdata.pdf to determine how the superseded data were derived.
 LA0442
 LA0442_MARKER: DB = BENCH MARK DISK
 LA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0442_STAMPING: A 228 1947
 LA0442_MARK LOGO: CGS
 LA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0442+STABILITY: SURFACE MOTION
 LA0442
 LA0442  HISTORY     - Date     Condition        Report By
 LA0442  HISTORY     - 1947     MONUMENTED       CGS
 LA0442
 LA0442                          STATION DESCRIPTION
 LA0442
 LA0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0442'5.6 MI S FROM UNION CITY.
 LA0442'ABOUT 5.6 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 LA0442'PENNSYLVANIA RAILROAD STATION AT UNION CITY, ABOUT 0.55 MILE
 LA0442'NORTH OF THE STEEL BRIDGE OVER GREENVILLE CREEK, AT A CROSS
 LA0442'ROAD WITH AN ABANDONED BRICK SCHOOL HOUSE IN THE SOUTHWEST
 LA0442'QUARTER OF THE INTERSECTION, 96 FEET WEST OF THE CENTER LINE
 LA0442'OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 LA0442'ROAD, 52 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA0442'SCHOOL BUILDING, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0442'ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0442'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0410 ***********************************************************************
 LA0410  DESIGNATION -  A 229
 LA0410  PID         -  LA0410
 LA0410  STATE/COUNTY-  IN/RANDOLPH
 LA0410  COUNTRY     -  US
 LA0410  USGS QUAD   -  WINCHESTER (2019)
 LA0410
 LA0410                         *CURRENT SURVEY CONTROL
 LA0410  ______________________________________________________________________
 LA0410* NAD 83(1986) POSITION- 40 09 47.63   (N) 084 59 13.36   (W)   HD_HELD1
 LA0410* NAVD 88 ORTHO HEIGHT -   335.728 (meters)     1101.47  (feet) ADJUSTED
 LA0410  ______________________________________________________________________
 LA0410  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LA0410  DYNAMIC HEIGHT  -        335.548 (meters)     1100.88  (feet) COMP
 LA0410  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 LA0410
 LA0410  VERT ORDER      -  SECOND    CLASS 0
 LA0410
 LA0410.The horizontal coordinates were determined by differentially corrected
 LA0410.hand held GPS observations or other comparable positioning techniques
 LA0410.and have an estimated accuracy of +/- 3 meters.
 LA0410
 LA0410.The orthometric height was determined by differential leveling and
 LA0410.adjusted by the NATIONAL GEODETIC SURVEY
 LA0410.in June 1991.
 LA0410
 LA0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0410.GEOID18 height accuracy estimate available here.
 LA0410
 LA0410.Click photographs - Photos may exist for this station.
 LA0410
 LA0410.The dynamic height is computed by dividing the NAVD 88
 LA0410.geopotential number by the normal gravity value computed on the
 LA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0410.degrees latitude (g = 980.6199 gals.).
 LA0410
 LA0410.The modeled gravity was interpolated from observed gravity values.
 LA0410
 LA0410;                    North         East    Units  Estimated Accuracy
 LA0410;SPC IN E     -   545,863.0     157,895.4     MT  (+/- 3 meters HH1 GPS) 
 LA0410
 LA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7142147817(NAD 83)
 LA0410
 LA0410                          SUPERSEDED SURVEY CONTROL
 LA0410
 LA0410  NGVD 29 (??/??/92)  335.870  (m)         1101.93   (f) ADJ UNCH    2 0
 LA0410
 LA0410.Superseded values are not recommended for survey control.
 LA0410
 LA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0410.See file dsdata.pdf to determine how the superseded data were derived.
 LA0410
 LA0410_MARKER: DB = BENCH MARK DISK
 LA0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0410_STAMPING: A 229 1947
 LA0410_MARK LOGO: CGS
 LA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0410+STABILITY: SURFACE MOTION
 LA0410
 LA0410  HISTORY     - Date     Condition        Report By
 LA0410  HISTORY     - 1947     MONUMENTED       CGS
 LA0410
 LA0410                          STATION DESCRIPTION
 LA0410
 LA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0410'0.7 MI SW FROM WINCHESTER.
 LA0410'ABOUT 0.7 MILE SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0410'MERIDIAN STREET - PROLONGED), FROM THE SOUTHWEST CORNER OF THE
 LA0410'COURT HOUSE SQUARE AT WINCHESTER, ABOUT 0.25 MILE SOUTHWEST OF ITS
 LA0410'CROSSING WITH THE PENNSYLVANIA RAILROAD, AT A CURVE IN THE
 LA0410'ROAD WITH TANGENTS SOUTH AND NORTHEAST, 19.5 FEET WEST OF THE CENTER
 LA0410'LINE OF THE SOUTH TANGENT OF THE ROAD, 75 FEET NORTH OF THE NORTH
 LA0410'END OF THE WEST CONCRETE BANISTER OF A BRIDGE, 5.5 FEET SOUTH OF
 LA0410'A FENCE CORNER, 1.2 FEET EAST OF A WIRE FENCE, 2.5 FEET SOUTH OF
 LA0410'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LA0410'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0434 ***********************************************************************
 LA0434  DESIGNATION -  A 230
 LA0434  PID         -  LA0434
 LA0434  STATE/COUNTY-  IN/RANDOLPH
 LA0434  COUNTRY     -  US
 LA0434  USGS QUAD   -  LYNN (2019)
 LA0434
 LA0434                         *CURRENT SURVEY CONTROL
 LA0434  ______________________________________________________________________
 LA0434* NAD 83(1986) POSITION- 40 02 54.     (N) 084 57 33.     (W)   SCALED
 LA0434* NAVD 88 ORTHO HEIGHT -   346.897 (meters)     1138.11  (feet) ADJUSTED
 LA0434  ______________________________________________________________________
 LA0434  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 LA0434  DYNAMIC HEIGHT  -        346.706 (meters)     1137.48  (feet) COMP
 LA0434  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LA0434
 LA0434  VERT ORDER      -  SECOND    CLASS 0
 LA0434
 LA0434.The horizontal coordinates were scaled from a map and have
 LA0434.an estimated accuracy of +/- 6 seconds.
 LA0434
 LA0434.The orthometric height was determined by differential leveling and
 LA0434.adjusted by the NATIONAL GEODETIC SURVEY
 LA0434.in June 1991.
 LA0434
 LA0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0434.GEOID18 height accuracy estimate available here.
 LA0434
 LA0434.Click photographs - Photos may exist for this station.
 LA0434
 LA0434.The dynamic height is computed by dividing the NAVD 88
 LA0434.geopotential number by the normal gravity value computed on the
 LA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0434.degrees latitude (g = 980.6199 gals.).
 LA0434
 LA0434.The modeled gravity was interpolated from observed gravity values.
 LA0434
 LA0434;                    North         East    Units  Estimated Accuracy
 LA0434;SPC IN E     -   533,120.      160,370.      MT  (+/- 180 meters Scaled)
 LA0434
 LA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK740351(NAD 83)
 LA0434
 LA0434                          SUPERSEDED SURVEY CONTROL
 LA0434
 LA0434  NGVD 29 (??/??/92)  347.038  (m)         1138.57   (f) ADJ UNCH    2 0
 LA0434
 LA0434.Superseded values are not recommended for survey control.
 LA0434
 LA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0434.See file dsdata.pdf to determine how the superseded data were derived.
 LA0434
 LA0434_MARKER: DB = BENCH MARK DISK
 LA0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0434_SP_SET: CULVERT HEADWALL
 LA0434_STAMPING: A 230 1947
 LA0434_MARK LOGO: CGS
 LA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0434+STABILITY: SURFACE MOTION
 LA0434
 LA0434  HISTORY     - Date     Condition        Report By
 LA0434  HISTORY     - 1947     MONUMENTED       CGS
 LA0434
 LA0434                          STATION DESCRIPTION
 LA0434
 LA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0434'1 MI W FROM LYNN.
 LA0434'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0434'WITH U.S. HIGHWAY 27 AT LYNN, AT A CROSS ROAD, 41 FEET SOUTH OF
 LA0434'THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE
 LA0434'OF THE CROSS ROAD, IN THE TOP OF THE SOUTHWEST END OF THE 6 1/2
 LA0434'FOOT CONCRETE HEAD WALL OF A 22-INCH PIPE CULVERT UNDER THE CROSS
 LA0434'ROAD AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1973 ***********************************************************************
 LA1973  DESIGNATION -  A 230 RESET
 LA1973  PID         -  LA1973
 LA1973  STATE/COUNTY-  IN/RANDOLPH
 LA1973  COUNTRY     -  US
 LA1973  USGS QUAD   -  LYNN (2019)
 LA1973
 LA1973                         *CURRENT SURVEY CONTROL
 LA1973  ______________________________________________________________________
 LA1973* NAD 83(1986) POSITION- 40 02 54.     (N) 084 57 33.     (W)   SCALED
 LA1973* NAVD 88 ORTHO HEIGHT -   347.22  (meters)     1139.2   (feet) RESET
 LA1973  ______________________________________________________________________
 LA1973  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 LA1973  VERT ORDER      -  THIRD
 LA1973
 LA1973.The horizontal coordinates were scaled from a map and have
 LA1973.an estimated accuracy of +/- 6 seconds.
 LA1973
 LA1973.The orthometric height was computed from unverified reset data.
 LA1973
 LA1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1973.GEOID18 height accuracy estimate available here.
 LA1973
 LA1973.Click photographs - Photos may exist for this station.
 LA1973
 LA1973;                    North         East    Units  Estimated Accuracy
 LA1973;SPC IN E     -   533,120.      160,370.      MT  (+/- 180 meters Scaled)
 LA1973
 LA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK740351(NAD 83)
 LA1973
 LA1973                          SUPERSEDED SURVEY CONTROL
 LA1973
 LA1973.No superseded survey control is available for this station.
 LA1973
 LA1973_MARKER: DB = BENCH MARK DISK
 LA1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1973_STAMPING: A 230 RESET 1971
 LA1973_MARK LOGO: CGS
 LA1973_PROJECTION: FLUSH
 LA1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1973+STABILITY: SURFACE MOTION
 LA1973
 LA1973  HISTORY     - Date     Condition        Report By
 LA1973  HISTORY     - 1971     MONUMENTED       INHD
 LA1973
 LA1973                          STATION DESCRIPTION
 LA1973
 LA1973'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1971
 LA1973'1.0 MI WEST FROM LYNN.
 LA1973'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION OF U.S.
 LA1973'HIGHWAY 27 IN LYNN, AT A CROSS ROADS, 73 FEET SOUTH OF THE CENTERLINE
 LA1973'OF THE HIGHWAY, 47 FEET EAST OF THE CENTERLINE OF THE ROAD SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0346 ***********************************************************************
 LA0346  DESIGNATION -  A 231
 LA0346  PID         -  LA0346
 LA0346  STATE/COUNTY-  IN/JAY
 LA0346  COUNTRY     -  US
 LA0346  USGS QUAD   -  PORTLAND (2019)
 LA0346
 LA0346                         *CURRENT SURVEY CONTROL
 LA0346  ______________________________________________________________________
 LA0346* NAD 83(1986) POSITION- 40 25 03.     (N) 084 59 51.     (W)   SCALED
 LA0346* NAVD 88 ORTHO HEIGHT -   275.495 (meters)      903.85  (feet) ADJUSTED
 LA0346  ______________________________________________________________________
 LA0346  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 LA0346  DYNAMIC HEIGHT  -        275.358 (meters)      903.40  (feet) COMP
 LA0346  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 LA0346
 LA0346  VERT ORDER      -  SECOND    CLASS 0
 LA0346
 LA0346.The horizontal coordinates were scaled from a map and have
 LA0346.an estimated accuracy of +/- 6 seconds.
 LA0346
 LA0346.The orthometric height was determined by differential leveling and
 LA0346.adjusted by the NATIONAL GEODETIC SURVEY
 LA0346.in June 1991.
 LA0346
 LA0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0346.GEOID18 height accuracy estimate available here.
 LA0346
 LA0346.Click photographs - Photos may exist for this station.
 LA0346
 LA0346.The dynamic height is computed by dividing the NAVD 88
 LA0346.geopotential number by the normal gravity value computed on the
 LA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0346.degrees latitude (g = 980.6199 gals.).
 LA0346
 LA0346.The modeled gravity was interpolated from observed gravity values.
 LA0346
 LA0346;                    North         East    Units  Estimated Accuracy
 LA0346;SPC IN E     -   574,090.      156,790.      MT  (+/- 180 meters Scaled)
 LA0346
 LA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK698760(NAD 83)
 LA0346
 LA0346                          SUPERSEDED SURVEY CONTROL
 LA0346
 LA0346  NGVD 29 (??/??/92)  275.646  (m)          904.35   (f) ADJ UNCH    2 0
 LA0346
 LA0346.Superseded values are not recommended for survey control.
 LA0346
 LA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0346.See file dsdata.pdf to determine how the superseded data were derived.
 LA0346
 LA0346_MARKER: DB = BENCH MARK DISK
 LA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0346_STAMPING: A 231 1947
 LA0346_MARK LOGO: CGS
 LA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0346+STABILITY: SURFACE MOTION
 LA0346
 LA0346  HISTORY     - Date     Condition        Report By
 LA0346  HISTORY     - 1947     MONUMENTED       CGS
 LA0346
 LA0346                          STATION DESCRIPTION
 LA0346
 LA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0346'1.2 MI SW FROM PORTLAND.
 LA0346'ABOUT 1.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO NEW
 LA0346'MT. PLEASANT FROM ITS CROSSING WITH THE NEW YORK, CHICAGO AND ST.
 LA0346'LOUIS RAILROAD, AT THE JUNCTION OF A ROAD LEADING WEST, 45 FEET
 LA0346'NORTH OF THE NORTHWEST CORNER OF THE NORTHEASTERLY ONE OF TWO SINGLE
 LA0346'SPAN STEEL TRUSS BRIDGES, 24 FEET NORTH OF THE CENTER LINE OF THE
 LA0346'ROAD WEST, 27 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP
 LA0346'ROAD, 1.5 FEET NORTH OF A FENCE CORNER, 3.5 FEET NORTH OF A WHITE
 LA0346'WOODEN WITNESS POST, 1.5 FEET BELOW THE CENTER OF THE ROAD AND SET
 LA0346'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0308 ***********************************************************************
 LA0308  DESIGNATION -  A 232
 LA0308  PID         -  LA0308
 LA0308  STATE/COUNTY-  IN/RANDOLPH
 LA0308  COUNTRY     -  US
 LA0308  USGS QUAD   -  COSMOS (2016)
 LA0308
 LA0308                         *CURRENT SURVEY CONTROL
 LA0308  ______________________________________________________________________
 LA0308* NAD 83(1986) POSITION- 40 18 33.     (N) 084 50 35.     (W)   SCALED
 LA0308* NAVD 88 ORTHO HEIGHT -   311.741 (meters)     1022.77  (feet) ADJUSTED
 LA0308  ______________________________________________________________________
 LA0308  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 LA0308  DYNAMIC HEIGHT  -        311.583 (meters)     1022.25  (feet) COMP
 LA0308  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LA0308
 LA0308  VERT ORDER      -  SECOND    CLASS 0
 LA0308
 LA0308.The horizontal coordinates were scaled from a map and have
 LA0308.an estimated accuracy of +/- 6 seconds.
 LA0308
 LA0308.The orthometric height was determined by differential leveling and
 LA0308.adjusted by the NATIONAL GEODETIC SURVEY
 LA0308.in June 1991.
 LA0308
 LA0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0308.GEOID18 height accuracy estimate available here.
 LA0308
 LA0308.Click photographs - Photos may exist for this station.
 LA0308
 LA0308.The dynamic height is computed by dividing the NAVD 88
 LA0308.geopotential number by the normal gravity value computed on the
 LA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0308.degrees latitude (g = 980.6199 gals.).
 LA0308
 LA0308.The modeled gravity was interpolated from observed gravity values.
 LA0308
 LA0308;                    North         East    Units  Estimated Accuracy
 LA0308;SPC IN E     -   562,170.      170,010.      MT  (+/- 180 meters Scaled)
 LA0308
 LA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832643(NAD 83)
 LA0308
 LA0308                          SUPERSEDED SURVEY CONTROL
 LA0308
 LA0308  NGVD 29 (??/??/92)  311.894  (m)         1023.27   (f) ADJ UNCH    2 0
 LA0308
 LA0308.Superseded values are not recommended for survey control.
 LA0308
 LA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0308.See file dsdata.pdf to determine how the superseded data were derived.
 LA0308
 LA0308_MARKER: DB = BENCH MARK DISK
 LA0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0308_SP_SET: CULVERT HEADWALL
 LA0308_STAMPING: A 232 1947
 LA0308_MARK LOGO: CGS
 LA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0308+STABILITY: SURFACE MOTION
 LA0308
 LA0308  HISTORY     - Date     Condition        Report By
 LA0308  HISTORY     - 1947     MONUMENTED       CGS
 LA0308
 LA0308                          STATION DESCRIPTION
 LA0308
 LA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0308'AT SALEM.
 LA0308'AT SALEM, AT THE CROSSROADS, SET IN THE TOP OF THE SOUTH END
 LA0308'OF THE EAST CONCRETE HEAD WALL OF A 32-INCH CORRUGATED PIPE
 LA0308'CULVERT UNDER THE NORTH-SOUTH ROAD, 170 FEET SOUTH OF THE CENTER
 LA0308'LINE OF THE COUNTY LINE ROAD, 75 FEET EAST-SOUTHEAST AND
 LA0308'ACROSS THE NORTH-SOUTH ROAD FROM THE SOUTHEAST CORNER OF A
 LA0308'CONCRETE BLOCK GARAGE, 12 FEET EAST OF THE CENTER LINE OF THE
 LA0308'NORTH-SOUTH ROAD AND ABOUT 0.5 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0349 ***********************************************************************
 LA0349  DESIGNATION -  A 233
 LA0349  PID         -  LA0349
 LA0349  STATE/COUNTY-  IN/JAY
 LA0349  COUNTRY     -  US
 LA0349  USGS QUAD   -  PORTLAND (2019)
 LA0349
 LA0349                         *CURRENT SURVEY CONTROL
 LA0349  ______________________________________________________________________
 LA0349* NAD 83(1986) POSITION- 40 22 55.     (N) 084 54 03.     (W)   SCALED
 LA0349* NAVD 88 ORTHO HEIGHT -   291.831 (meters)      957.45  (feet) ADJUSTED
 LA0349  ______________________________________________________________________
 LA0349  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LA0349  DYNAMIC HEIGHT  -        291.686 (meters)      956.97  (feet) COMP
 LA0349  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 LA0349
 LA0349  VERT ORDER      -  SECOND    CLASS 0
 LA0349
 LA0349.The horizontal coordinates were scaled from a map and have
 LA0349.an estimated accuracy of +/- 6 seconds.
 LA0349
 LA0349.The orthometric height was determined by differential leveling and
 LA0349.adjusted by the NATIONAL GEODETIC SURVEY
 LA0349.in June 1991.
 LA0349
 LA0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0349.GEOID18 height accuracy estimate available here.
 LA0349
 LA0349.Click photographs - Photos may exist for this station.
 LA0349
 LA0349.The dynamic height is computed by dividing the NAVD 88
 LA0349.geopotential number by the normal gravity value computed on the
 LA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0349.degrees latitude (g = 980.6199 gals.).
 LA0349
 LA0349.The modeled gravity was interpolated from observed gravity values.
 LA0349
 LA0349;                    North         East    Units  Estimated Accuracy
 LA0349;SPC IN E     -   570,210.      165,030.      MT  (+/- 180 meters Scaled)
 LA0349
 LA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK781722(NAD 83)
 LA0349
 LA0349                          SUPERSEDED SURVEY CONTROL
 LA0349
 LA0349  NGVD 29 (??/??/92)  291.985  (m)          957.95   (f) ADJ UNCH    2 0
 LA0349
 LA0349.Superseded values are not recommended for survey control.
 LA0349
 LA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0349.See file dsdata.pdf to determine how the superseded data were derived.
 LA0349
 LA0349_MARKER: DB = BENCH MARK DISK
 LA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0349_STAMPING: A 233 1947
 LA0349_MARK LOGO: CGS
 LA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0349+STABILITY: SURFACE MOTION
 LA0349
 LA0349  HISTORY     - Date     Condition        Report By
 LA0349  HISTORY     - 1947     MONUMENTED       CGS
 LA0349
 LA0349                          STATION DESCRIPTION
 LA0349
 LA0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0349'2.8 MI S FROM BRICE.
 LA0349'ABOUT 2.85 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO NEW PITTSBURG
 LA0349'FROM THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD SIDING AT BRICE,
 LA0349'AT A BLACK TOP ROAD CROSSING, 77 FEET SOUTHWEST OF THE SOUTHWEST
 LA0349'CORNER OF A TWO STORY FARM HOUSE, 47 FEET EAST OF THE CENTER LINE
 LA0349'OF THE NORTH-SOUTH ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE
 LA0349'BLACK TOP ROAD, 128 FEET WEST OF THE CENTER LINE OF THE DRIVE
 LA0349'TO THE FARM HOUSE, 7 FEET EAST OF A TELEPHONE POLE AND IN LINE
 LA0349'WITH THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA0349'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 LA0349'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1201 ***********************************************************************
 LA1201  DESIGNATION -  A 234
 LA1201  PID         -  LA1201
 LA1201  STATE/COUNTY-  IN/DELAWARE
 LA1201  COUNTRY     -  US
 LA1201  USGS QUAD   -  EATON (2019)
 LA1201
 LA1201                         *CURRENT SURVEY CONTROL
 LA1201  ______________________________________________________________________
 LA1201* NAD 83(1986) POSITION- 40 19 46.     (N) 085 18 16.     (W)   SCALED
 LA1201* NAVD 88 ORTHO HEIGHT -   283.287 (meters)      929.42  (feet) ADJUSTED
 LA1201  ______________________________________________________________________
 LA1201  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LA1201  DYNAMIC HEIGHT  -        283.140 (meters)      928.94  (feet) COMP
 LA1201  MODELED GRAVITY -    980,099.9   (mgal)                       NAVD 88
 LA1201
 LA1201  VERT ORDER      -  SECOND    CLASS 0
 LA1201
 LA1201.The horizontal coordinates were scaled from a map and have
 LA1201.an estimated accuracy of +/- 6 seconds.
 LA1201
 LA1201.The orthometric height was determined by differential leveling and
 LA1201.adjusted by the NATIONAL GEODETIC SURVEY
 LA1201.in June 1991.
 LA1201
 LA1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1201.GEOID18 height accuracy estimate available here.
 LA1201
 LA1201.Click photographs - Photos may exist for this station.
 LA1201
 LA1201.The dynamic height is computed by dividing the NAVD 88
 LA1201.geopotential number by the normal gravity value computed on the
 LA1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1201.degrees latitude (g = 980.6199 gals.).
 LA1201
 LA1201.The modeled gravity was interpolated from observed gravity values.
 LA1201
 LA1201;                    North         East    Units  Estimated Accuracy
 LA1201;SPC IN E     -   564,160.      130,780.      MT  (+/- 180 meters Scaled)
 LA1201
 LA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK440657(NAD 83)
 LA1201
 LA1201                          SUPERSEDED SURVEY CONTROL
 LA1201
 LA1201  NGVD 29 (??/??/92)  283.422  (m)          929.86   (f) ADJ UNCH    2 0
 LA1201
 LA1201.Superseded values are not recommended for survey control.
 LA1201
 LA1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1201.See file dsdata.pdf to determine how the superseded data were derived.
 LA1201
 LA1201_MARKER: DB = BENCH MARK DISK
 LA1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1201_STAMPING: A 234 1947
 LA1201_MARK LOGO: CGS
 LA1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1201+STABILITY: SURFACE MOTION
 LA1201
 LA1201  HISTORY     - Date     Condition        Report By
 LA1201  HISTORY     - 1947     MONUMENTED       CGS
 LA1201
 LA1201                          STATION DESCRIPTION
 LA1201
 LA1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1201'3 MI E FROM EATON.
 LA1201'ABOUT 3.0 MILES EAST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 LA1201'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT EATON, AT
 LA1201'A GRAVEL CROSS ROAD, 50 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP
 LA1201'ROAD, 15 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 28 FEET
 LA1201'NORTH OF A FENCE CORNER POST, 30.5 FEET NORTH OF A POWER POLE,
 LA1201'1.5 FEET WEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA1201'WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 LA1201'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2374 ***********************************************************************
 JZ2374  DESIGNATION -  A 235
 JZ2374  PID         -  JZ2374
 JZ2374  STATE/COUNTY-  IN/MADISON
 JZ2374  COUNTRY     -  US
 JZ2374  USGS QUAD   -  INGALLS (2019)
 JZ2374
 JZ2374                         *CURRENT SURVEY CONTROL
 JZ2374  ______________________________________________________________________
 JZ2374* NAD 83(1986) POSITION- 39 58 06.     (N) 085 46 52.     (W)   SCALED
 JZ2374* NAVD 88 ORTHO HEIGHT -   262.857 (meters)      862.39  (feet) ADJUSTED
 JZ2374  ______________________________________________________________________
 JZ2374  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2374  DYNAMIC HEIGHT  -        262.712 (meters)      861.91  (feet) COMP
 JZ2374  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 JZ2374
 JZ2374  VERT ORDER      -  FIRST     CLASS II
 JZ2374
 JZ2374.The horizontal coordinates were scaled from a map and have
 JZ2374.an estimated accuracy of +/- 6 seconds.
 JZ2374
 JZ2374.The orthometric height was determined by differential leveling and
 JZ2374.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2374.in June 1991.
 JZ2374
 JZ2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2374.GEOID18 height accuracy estimate available here.
 JZ2374
 JZ2374.Click photographs - Photos may exist for this station.
 JZ2374
 JZ2374.The dynamic height is computed by dividing the NAVD 88
 JZ2374.geopotential number by the normal gravity value computed on the
 JZ2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2374.degrees latitude (g = 980.6199 gals.).
 JZ2374
 JZ2374.The modeled gravity was interpolated from observed gravity values.
 JZ2374
 JZ2374;                    North         East    Units  Estimated Accuracy
 JZ2374;SPC IN E     -   524,010.       90,220.      MT  (+/- 180 meters Scaled)
 JZ2374
 JZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK040249(NAD 83)
 JZ2374
 JZ2374                          SUPERSEDED SURVEY CONTROL
 JZ2374
 JZ2374  NGVD 29 (??/??/92)  262.989  (m)          862.82   (f) ADJ UNCH    1 2
 JZ2374
 JZ2374.Superseded values are not recommended for survey control.
 JZ2374
 JZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2374.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2374
 JZ2374_MARKER: DB = BENCH MARK DISK
 JZ2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2374_STAMPING: A 235 1947
 JZ2374_MARK LOGO: CGS
 JZ2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2374+STABILITY: SURFACE MOTION
 JZ2374
 JZ2374  HISTORY     - Date     Condition        Report By
 JZ2374  HISTORY     - 1947     MONUMENTED       CGS
 JZ2374
 JZ2374                          STATION DESCRIPTION
 JZ2374
 JZ2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2374'1.6 MI NE FROM INGALLS.
 JZ2374'ABOUT 1.6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2374'FROM THE POST OFFICE AT INGALLS, ABOUT 3 1/2 POLES SOUTHWEST
 JZ2374'OF A SEMAPHORE SIGNAL TOWER, 46 FEET SOUTHEAST AND ACROSS THE
 JZ2374'TRACK FROM MILE POST 259, 18.5 FEET NORTHEAST OF POLE NO. 258/53,
 JZ2374'18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET NORTHWEST
 JZ2374'OF THE NORTHWEST EDGE OF THE PAVEMENT OF STATE HIGHWAY 67, 2
 JZ2374'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 JZ2374'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2374'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0199 ***********************************************************************
 KA0199  DESIGNATION -  A 236
 KA0199  PID         -  KA0199
 KA0199  STATE/COUNTY-  IN/MARION
 KA0199  COUNTRY     -  US
 KA0199  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0199
 KA0199                         *CURRENT SURVEY CONTROL
 KA0199  ______________________________________________________________________
 KA0199* NAD 83(1986) POSITION- 39 47 48.     (N) 086 01 01.     (W)   SCALED
 KA0199* NAVD 88 ORTHO HEIGHT -   264.664 (meters)      868.32  (feet) POSTED
 KA0199  ______________________________________________________________________
 KA0199  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 KA0199  DYNAMIC HEIGHT  -        264.51  (meters)      867.8   (feet) COMP
 KA0199  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 KA0199
 KA0199  VERT ORDER      -  * POSTED, SEE BELOW
 KA0199
 KA0199.The horizontal coordinates were scaled from a map and have
 KA0199.an estimated accuracy of +/- 6 seconds.
 KA0199
 KA0199.The orthometric height was determined by differential leveling
 KA0199.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0199
 KA0199.* This is a POSTED BENCH MARK height.
 KA0199
 KA0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0199.GEOID18 height accuracy estimate available here.
 KA0199
 KA0199.Click photographs - Photos may exist for this station.
 KA0199
 KA0199.The dynamic height is computed by dividing the NAVD 88
 KA0199.geopotential number by the normal gravity value computed on the
 KA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0199.degrees latitude (g = 980.6199 gals.).
 KA0199
 KA0199.The modeled gravity was interpolated from observed gravity values.
 KA0199
 KA0199;                    North         East    Units  Estimated Accuracy
 KA0199;SPC IN E     -   505,000.       70,000.      MT  (+/- 180 meters Scaled)
 KA0199
 KA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK841056(NAD 83)
 KA0199
 KA0199                          SUPERSEDED SURVEY CONTROL
 KA0199
 KA0199  NGVD 29 (??/??/92)  264.780  (m)          868.70   (f) ADJ UNCH    2 0
 KA0199
 KA0199.Superseded values are not recommended for survey control.
 KA0199
 KA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0199.See file dsdata.pdf to determine how the superseded data were derived.
 KA0199
 KA0199_MARKER: DB = BENCH MARK DISK
 KA0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0199_SP_SET: BUILDING
 KA0199_STAMPING: A 236 1947
 KA0199_MARK LOGO: CGS
 KA0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0199
 KA0199  HISTORY     - Date     Condition        Report By
 KA0199  HISTORY     - 1947     MONUMENTED       CGS
 KA0199  HISTORY     - 1950     GOOD             CGS
 KA0199  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0199
 KA0199                          STATION DESCRIPTION
 KA0199
 KA0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0199'4.8 MI NW FROM CUMBERLAND.
 KA0199'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0199'AT CUMBERLAND, THENCE ABOUT 1.6 MILE NORTH ALONG POST ROAD,
 KA0199'THENCE ABOUT 0.4 MILE WEST ALONG EAST 21ST STREET, AT THE SKY
 KA0199'HARBOR AIRPORT, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE
 KA0199'BLOCK HANGAR BUILDING, IN THE SOUTH FACE OF THE SOUTHWEST
 KA0199'CORNER OF THE BUILDING, 0.6 FOOT EAST OF THE CORNER AND 66.5
 KA0199'FEET NORTH OF THE CENTER LINE OF 21ST STREET, AND ABOUT 2.3
 KA0199'FEET ABOVE THE GROUND.
 KA0199
 KA0199                          STATION RECOVERY (1950)
 KA0199
 KA0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0199'RECOVERED IN GOOD CONDITION.
 KA0199
 KA0199                          STATION RECOVERY (1976)
 KA0199
 KA0199'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2552 ***********************************************************************
 JZ2552  DESIGNATION -  A 240
 JZ2552  PID         -  JZ2552
 JZ2552  STATE/COUNTY-  IN/SHELBY
 JZ2552  COUNTRY     -  US
 JZ2552  USGS QUAD   -  MORRISTOWN (2019)
 JZ2552
 JZ2552                         *CURRENT SURVEY CONTROL
 JZ2552  ______________________________________________________________________
 JZ2552* NAD 83(1986) POSITION- 39 37 59.3    (N) 085 41 12.7    (W)   HD_HELD2
 JZ2552* NAVD 88 ORTHO HEIGHT -   267.335 (meters)      877.08  (feet) ADJUSTED
 JZ2552  ______________________________________________________________________
 JZ2552  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ2552  DYNAMIC HEIGHT  -        267.178 (meters)      876.57  (feet) COMP
 JZ2552  MODELED GRAVITY -    980,034.1   (mgal)                       NAVD 88
 JZ2552
 JZ2552  VERT ORDER      -  SECOND    CLASS 0
 JZ2552
 JZ2552.The horizontal coordinates were established by autonomous hand held GPS
 JZ2552.observations and have an estimated accuracy of +/- 10 meters.
 JZ2552
 JZ2552.The orthometric height was determined by differential leveling and
 JZ2552.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2552.in June 1991.
 JZ2552
 JZ2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2552.GEOID18 height accuracy estimate available here.
 JZ2552
 JZ2552.Click photographs - Photos may exist for this station.
 JZ2552
 JZ2552.The dynamic height is computed by dividing the NAVD 88
 JZ2552.geopotential number by the normal gravity value computed on the
 JZ2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2552.degrees latitude (g = 980.6199 gals.).
 JZ2552
 JZ2552.The modeled gravity was interpolated from observed gravity values.
 JZ2552
 JZ2552;                    North         East    Units  Estimated Accuracy
 JZ2552;SPC IN E     -   486,786.       98,266.      MT  (+/- 10 meters HH2 GPS)
 JZ2552
 JZ2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1268887864(NAD 83)
 JZ2552
 JZ2552                          SUPERSEDED SURVEY CONTROL
 JZ2552
 JZ2552  NGVD 29 (??/??/92)  267.455  (m)          877.48   (f) ADJ UNCH    2 0
 JZ2552
 JZ2552.Superseded values are not recommended for survey control.
 JZ2552
 JZ2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2552.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2552
 JZ2552_MARKER: DB = BENCH MARK DISK
 JZ2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2552_STAMPING: A 240 1947
 JZ2552_MARK LOGO: CGS
 JZ2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2552+STABILITY: SURFACE MOTION
 JZ2552
 JZ2552  HISTORY     - Date     Condition        Report By
 JZ2552  HISTORY     - 1947     MONUMENTED       CGS
 JZ2552
 JZ2552                          STATION DESCRIPTION
 JZ2552
 JZ2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2552'3.4 MI SE FROM MORRISTOWN.
 JZ2552'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2552'BUILDING AT MORRISTOWN, THENCE 2.6 MILES SOUTH ALONG A GRAVEL
 JZ2552'ROAD, IN THE SOUTHWEST QUARTER OF THE JUNCTION WITH A ROAD
 JZ2552'LEADING WEST, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 JZ2552'LEADING WEST, 21 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2552'ROAD, 21 FEET SOUTH OF A CONCRETE FENCE POST, 1 FOOT EAST OF
 JZ2552'A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2552'1 FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2552'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2488 ***********************************************************************
 JZ2488  DESIGNATION -  A 241
 JZ2488  PID         -  JZ2488
 JZ2488  STATE/COUNTY-  IN/HANCOCK
 JZ2488  COUNTRY     -  US
 JZ2488  USGS QUAD   -  GREENFIELD (2019)
 JZ2488
 JZ2488                         *CURRENT SURVEY CONTROL
 JZ2488  ______________________________________________________________________
 JZ2488* NAD 83(1986) POSITION- 39 49 39.     (N) 085 50 25.     (W)   SCALED
 JZ2488* NAVD 88 ORTHO HEIGHT -   261.326 (meters)      857.37  (feet) ADJUSTED
 JZ2488  ______________________________________________________________________
 JZ2488  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JZ2488  DYNAMIC HEIGHT  -        261.177 (meters)      856.88  (feet) COMP
 JZ2488  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 JZ2488
 JZ2488  VERT ORDER      -  SECOND    CLASS 0
 JZ2488
 JZ2488.The horizontal coordinates were scaled from a map and have
 JZ2488.an estimated accuracy of +/- 6 seconds.
 JZ2488
 JZ2488.The orthometric height was determined by differential leveling and
 JZ2488.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2488.in June 1991.
 JZ2488
 JZ2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2488.GEOID18 height accuracy estimate available here.
 JZ2488
 JZ2488.Click photographs - Photos may exist for this station.
 JZ2488
 JZ2488.The dynamic height is computed by dividing the NAVD 88
 JZ2488.geopotential number by the normal gravity value computed on the
 JZ2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2488.degrees latitude (g = 980.6199 gals.).
 JZ2488
 JZ2488.The modeled gravity was interpolated from observed gravity values.
 JZ2488
 JZ2488;                    North         East    Units  Estimated Accuracy
 JZ2488;SPC IN E     -   508,380.       85,140.      MT  (+/- 180 meters Scaled)
 JZ2488
 JZ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK992092(NAD 83)
 JZ2488
 JZ2488                          SUPERSEDED SURVEY CONTROL
 JZ2488
 JZ2488  NGVD 29 (??/??/92)  261.448  (m)          857.77   (f) ADJ UNCH    2 0
 JZ2488
 JZ2488.Superseded values are not recommended for survey control.
 JZ2488
 JZ2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2488.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2488
 JZ2488_MARKER: DB = BENCH MARK DISK
 JZ2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2488_STAMPING: A 241 1947
 JZ2488_MARK LOGO: CGS
 JZ2488_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2488+STABILITY: SURFACE MOTION
 JZ2488
 JZ2488  HISTORY     - Date     Condition        Report By
 JZ2488  HISTORY     - 1947     MONUMENTED       CGS
 JZ2488  HISTORY     - 19921029 MARK NOT FOUND   LOCENG
 JZ2488  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2488
 JZ2488                          STATION DESCRIPTION
 JZ2488
 JZ2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2488'1.2 MI S FROM MOHAWK.
 JZ2488'ABOUT 1.15 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2488'AT MOHAWK, IN THE SOUTHEAST QUARTER OF AN INTERSECTION WITH AN
 JZ2488'EAST-WEST ROAD, 28.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2488'EAST-WEST ROAD, 17 FEET EAST OF THE CENTER LINE OF THE
 JZ2488'NORTH-SOUTH ROAD, 11 FEET SOUTH OF A FENCE CORNER, 14 FEET SOUTH
 JZ2488'OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A
 JZ2488'WHITE WOODEN WITNESS POST ABOUT 1 FOOT BELOW ROAD LEVEL AND SET
 JZ2488'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2488
 JZ2488                          STATION RECOVERY (1992)
 JZ2488
 JZ2488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ2488'MARK NOT FOUND.
 JZ2488
 JZ2488                          STATION RECOVERY (2009)
 JZ2488
 JZ2488'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2488'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3689 ***********************************************************************
 JZ3689  DESIGNATION -  A 241 RESET
 JZ3689  PID         -  JZ3689
 JZ3689  STATE/COUNTY-  IN/HANCOCK
 JZ3689  COUNTRY     -  US
 JZ3689  USGS QUAD   -  GREENFIELD (2019)
 JZ3689
 JZ3689                         *CURRENT SURVEY CONTROL
 JZ3689  ______________________________________________________________________
 JZ3689* NAD 83(1986) POSITION- 39 49 39.2    (N) 085 50 25.3    (W)   HD_HELD2
 JZ3689* NAVD 88 ORTHO HEIGHT -   261.18  (meters)      856.9   (feet) RESET
 JZ3689  ______________________________________________________________________
 JZ3689  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JZ3689  VERT ORDER      -  THIRD
 JZ3689
 JZ3689.The horizontal coordinates were established by autonomous hand held GPS
 JZ3689.observations and have an estimated accuracy of +/- 10 meters.
 JZ3689
 JZ3689.The orthometric height was computed from unverified reset data.
 JZ3689
 JZ3689.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3689.GEOID18 height accuracy estimate available here.
 JZ3689
 JZ3689.Click photographs - Photos may exist for this station.
 JZ3689
 JZ3689;                    North         East    Units  Estimated Accuracy
 JZ3689;SPC IN E     -   508,386.       85,131.      MT  (+/- 10 meters HH2 GPS)
 JZ3689
 JZ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9923609261(NAD 83)
 JZ3689
 JZ3689                          SUPERSEDED SURVEY CONTROL
 JZ3689
 JZ3689  NGVD 29 (08/22/16)  261.30   (m)          857.3    (f) RESET       3  
 JZ3689
 JZ3689.Superseded values are not recommended for survey control.
 JZ3689
 JZ3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3689.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3689
 JZ3689_MARKER: DV = VERTICAL CONTROL DISK
 JZ3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3689_STAMPING: A 241 RESET 1992
 JZ3689_MARK LOGO: NGS
 JZ3689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3689+STABILITY: SURFACE MOTION
 JZ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3689+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2022
 JZ3689
 JZ3689  HISTORY     - Date     Condition        Report By
 JZ3689  HISTORY     - 1992     MONUMENTED       LOCENG
 JZ3689  HISTORY     - 20090203 GOOD             IN-059
 JZ3689  HISTORY     - 20221208 GOOD             INDOT
 JZ3689
 JZ3689                          STATION DESCRIPTION
 JZ3689
 JZ3689'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ3689'ABOUT 1.5 MILES (2.4 KM) SOUTH ALONG A PAVED ROAD (HANCOCK COUNTY ROAD
 JZ3689'200 WEST) FROM THE OLD POST OFFICE IN MOHAWK, IN THE SOUTHEAST
 JZ3689'QUARTER OF AN INTERSECTION WITH AN EAST-WEST ROAD (HANCOCK COUNTY
 JZ3689'ROAD 300 NORTH), 44 FEET (13.4 M) SOUTH OF THE CENTERLINE OF COUNTY
 JZ3689'ROAD 300 NORTH, 23 FEET (7.0 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 JZ3689'200 WEST, 9.5 FEET (2.9 M) NORTHEAST OF A WOODEN FENCE CORNER POST,
 JZ3689'39 FEET (11.9 M) SOUTHWEST OF POWER POLE NO. 543-287, 2 FEET (0.6 M)
 JZ3689'NORTHWEST OF A FENCE LINE, 2.3 FEET (0.7 M) BELOW ELEVATION OF THE
 JZ3689'ROAD INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ3689'ABOUT 3 INCHES.
 JZ3689
 JZ3689                          STATION RECOVERY (2009)
 JZ3689
 JZ3689'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3689'RECOVERED IN GOOD CONDITION.
 JZ3689
 JZ3689                          STATION RECOVERY (2022)
 JZ3689
 JZ3689'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ3689'MARK WAS RECOVERED AS DESCRIBED ON THE NATIONAL GEODETIC SURVEY DATA
 JZ3689'SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2401 ***********************************************************************
 JZ2401  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2401  DESIGNATION -  A 242
 JZ2401  PID         -  JZ2401
 JZ2401  STATE/COUNTY-  IN/HANCOCK
 JZ2401  COUNTRY     -  US
 JZ2401  USGS QUAD   -  SHIRLEY (2019)
 JZ2401
 JZ2401                         *CURRENT SURVEY CONTROL
 JZ2401  ______________________________________________________________________
 JZ2401* NAD 83(2011) POSITION- 39 54 06.71211(N) 085 35 01.51204(W)   ADJUSTED
 JZ2401* NAD 83(2011) ELLIP HT-   276.737 (meters)        (06/27/12)   ADJUSTED
 JZ2401* NAD 83(2011) EPOCH   -  2010.00
 JZ2401* NAVD 88 ORTHO HEIGHT -   310.701 (meters)     1019.36  (feet) ADJUSTED
 JZ2401  ______________________________________________________________________
 JZ2401  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 JZ2401  NAD 83(2011) X  -    377,302.152 (meters)                     COMP
 JZ2401  NAD 83(2011) Y  - -4,885,368.725 (meters)                     COMP
 JZ2401  NAD 83(2011) Z  -  4,069,810.010 (meters)                     COMP
 JZ2401  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 JZ2401  DYNAMIC HEIGHT  -        310.527 (meters)     1018.79  (feet) COMP
 JZ2401  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 JZ2401
 JZ2401  VERT ORDER      -  SECOND    CLASS 0
 JZ2401
 JZ2401  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2401  Standards:
 JZ2401         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2401            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2401  -------------------------------------------------------------------
 JZ2401  NETWORK    1.50   2.80           0.67   0.54   1.43     -0.11667325
 JZ2401  -------------------------------------------------------------------
 JZ2401  Click here for local accuracies and other accuracy information.
 JZ2401
 JZ2401.The horizontal coordinates were established by GPS observations
 JZ2401.and adjusted by the National Geodetic Survey in June 2012.
 JZ2401
 JZ2401.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2401.been affixed to the stable North American tectonic plate. See 
 JZ2401.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2401
 JZ2401.The horizontal coordinates are valid at the epoch date displayed above
 JZ2401.which is a decimal equivalence of Year/Month/Day.
 JZ2401
 JZ2401.The orthometric height was determined by differential leveling and
 JZ2401.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2401.in June 1991.
 JZ2401
 JZ2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2401.GEOID18 height accuracy estimate available here.
 JZ2401
 JZ2401.Click photographs - Photos may exist for this station.
 JZ2401
 JZ2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2401
 JZ2401.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2401
 JZ2401.The ellipsoidal height was determined by GPS observations
 JZ2401.and is referenced to NAD 83.
 JZ2401
 JZ2401.The dynamic height is computed by dividing the NAVD 88
 JZ2401.geopotential number by the normal gravity value computed on the
 JZ2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2401.degrees latitude (g = 980.6199 gals.).
 JZ2401
 JZ2401.The modeled gravity was interpolated from observed gravity values.
 JZ2401
 JZ2401. The following values were computed from the NAD 83(2011) position.
 JZ2401
 JZ2401;                    North         East     Units Scale Factor Converg.
 JZ2401;SPC IN E     -   516,624.941   107,090.178   MT  0.99996729   +0 03 11.5
 JZ2401;SPC IN E     - 1,694,960.33    351,345.03   sFT  0.99996729   +0 03 11.5
 JZ2401;UTM  16      - 4,417,825.147   621,065.480   MT  0.99978044   +0 54 30.9
 JZ2401
 JZ2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2401!SPC IN E     -   0.99995659  x   0.99996729  =   0.99992388
 JZ2401!UTM  16      -   0.99995659  x   0.99978044  =   0.99973704
 JZ2401
 JZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2106517825(NAD 83)
 JZ2401
 JZ2401                          SUPERSEDED SURVEY CONTROL
 JZ2401
 JZ2401  NAD 83(2007)-  39 54 06.71224(N)    085 35 01.51285(W) AD(2002.00) 0
 JZ2401  ELLIP H (02/10/07)  276.756  (m)                       GP(2002.00)    
 JZ2401  NAD 83(1997)-  39 54 06.71229(N)    085 35 01.51282(W) AD(       ) A
 JZ2401  ELLIP H (01/19/05)  276.761  (m)                       GP(       ) 4 1
 JZ2401  NAVD 88             310.70   (m)         1019.4    (f) LEVELING    3  
 JZ2401  NGVD 29 (??/??/92)  310.827  (m)         1019.77   (f) ADJ UNCH    2 0
 JZ2401
 JZ2401.Superseded values are not recommended for survey control.
 JZ2401
 JZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2401.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2401
 JZ2401_MARKER: DB = BENCH MARK DISK
 JZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2401_STAMPING: A 242 1947
 JZ2401_MARK LOGO: CGS
 JZ2401_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2401+STABILITY: SURFACE MOTION
 JZ2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2401+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 JZ2401
 JZ2401  HISTORY     - Date     Condition        Report By
 JZ2401  HISTORY     - 1947     MONUMENTED       CGS
 JZ2401  HISTORY     - 20030701 GOOD             IN-059
 JZ2401  HISTORY     - 20090203 GOOD             IN-059
 JZ2401  HISTORY     - 20130719 GOOD             WOOLPT
 JZ2401  HISTORY     - 20160727 GOOD             INDOT
 JZ2401
 JZ2401                          STATION DESCRIPTION
 JZ2401
 JZ2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2401'0.9 MI NW FROM SHIRLEY.
 JZ2401'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2401'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, AT THE
 JZ2401'INTERSECTION WITH STATE HIGHWAY 234, IN THE SOUTHWEST ANGLE OF
 JZ2401'THE CROSSING, 41.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JZ2401'24.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 6 FEET
 JZ2401'NORTHEAST OF THE SOUTHWEST RAILWAY RIGHT-OF-WAY FENCE LINE, 3
 JZ2401'FEET NORTHWEST OF POLE NUMBER 180/13, 1 FOOT NORTHEAST OF A WHITE
 JZ2401'WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN
 JZ2401'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2401
 JZ2401                          STATION RECOVERY (2003)
 JZ2401
 JZ2401'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2003 (CW)
 JZ2401'THE STATION IS LOCATED ABOUT 11.7 MI WEST-SOUTHWEST OF NEW CASTLE, AND
 JZ2401'0.75 MI  NORTH-NORTHWEST OF SHIRLEY AND IN THE RIGHT-OF-WAY.
 JZ2401'
 JZ2401'TO REACH THE STATION FROM WHERE STATE HIGHWAY 109 CROSSES INTERSTATE
 JZ2401'HIGHWAY 70, GO  NORTHWEST ON HIGHWAY 109 FOR 5.75 MI TO THE
 JZ2401'INTERSECTION WITH STATE HIGHWAY 234.  TURN  RIGHT AND GO EAST ON
 JZ2401'HIGHWAY 234 FOR 2.3 MI TO AN ABANDONED RAILROAD AND THE STATION ON
 JZ2401'THE RIGHT, JUST BEFORE THE CROSSING THE ABANDONED RAILROAD.
 JZ2401'
 JZ2401'THE MONUMENT IS A LOCATED 70.5 FT WEST OF A POWER POLE, 36 FT SOUTH OF
 JZ2401'THE CENTER OF  HIGHWAY 234 AND 8 FT EAST OF A RIGHT-OF-WAY MONUMENT.
 JZ2401
 JZ2401                          STATION RECOVERY (2009)
 JZ2401
 JZ2401'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2401'RECOVERED IN GOOD CONDITION.
 JZ2401
 JZ2401                          STATION RECOVERY (2013)
 JZ2401
 JZ2401'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2013 (CJS)
 JZ2401'RECOVERED AS DESCRIBED.  STAMPING IS PARTIALLY OBSCURED.
 JZ2401
 JZ2401                          STATION RECOVERY (2016)
 JZ2401
 JZ2401'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (BR)
 JZ2401'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0192 ***********************************************************************
 KA0192  DESIGNATION -  A 243
 KA0192  PID         -  KA0192
 KA0192  STATE/COUNTY-  IN/MARION
 KA0192  COUNTRY     -  US
 KA0192  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0192
 KA0192                         *CURRENT SURVEY CONTROL
 KA0192  ______________________________________________________________________
 KA0192* NAD 83(1986) POSITION- 39 46 17.     (N) 086 03 22.     (W)   SCALED
 KA0192* NAVD 88 ORTHO HEIGHT -   249.097 (meters)      817.25  (feet) POSTED
 KA0192  ______________________________________________________________________
 KA0192  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 KA0192  DYNAMIC HEIGHT  -        248.96  (meters)      816.8   (feet) COMP
 KA0192  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA0192
 KA0192  VERT ORDER      -  * POSTED, SEE BELOW
 KA0192
 KA0192.The horizontal coordinates were scaled from a map and have
 KA0192.an estimated accuracy of +/- 6 seconds.
 KA0192
 KA0192.The orthometric height was determined by differential leveling
 KA0192.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0192
 KA0192.* This is a POSTED BENCH MARK height.
 KA0192
 KA0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0192.GEOID18 height accuracy estimate available here.
 KA0192
 KA0192.Click photographs - Photos may exist for this station.
 KA0192
 KA0192.The dynamic height is computed by dividing the NAVD 88
 KA0192.geopotential number by the normal gravity value computed on the
 KA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0192.degrees latitude (g = 980.6199 gals.).
 KA0192
 KA0192.The modeled gravity was interpolated from observed gravity values.
 KA0192
 KA0192;                    North         East    Units  Estimated Accuracy
 KA0192;SPC IN E     -   502,210.       66,630.      MT  (+/- 180 meters Scaled)
 KA0192
 KA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK808028(NAD 83)
 KA0192
 KA0192                          SUPERSEDED SURVEY CONTROL
 KA0192
 KA0192  NGVD 29 (??/??/92)  249.221  (m)          817.65   (f) ADJ UNCH    2 0
 KA0192
 KA0192.Superseded values are not recommended for survey control.
 KA0192
 KA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0192.See file dsdata.pdf to determine how the superseded data were derived.
 KA0192
 KA0192_MARKER: DB = BENCH MARK DISK
 KA0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0192_SP_SET: CULVERT HEADWALL
 KA0192_STAMPING: A 243 1947
 KA0192_MARK LOGO: CGS
 KA0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0192+STABILITY: SURFACE MOTION
 KA0192
 KA0192  HISTORY     - Date     Condition        Report By
 KA0192  HISTORY     - 1947     MONUMENTED       CGS
 KA0192  HISTORY     - 1954     GOOD             CGS
 KA0192  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0192
 KA0192                          STATION DESCRIPTION
 KA0192
 KA0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0192'AT INDIANAPOLIS.
 KA0192'AT INDIANAPOLIS, ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY 40
 KA0192'FROM THE MARION COUNTY COURTHOUSE, AT ABOUT THE MIDDLE OF THE
 KA0192'6400 BLOCK ON EAST WASHINGTON STREET, IN THE TOP OF THE WEST END
 KA0192'OF AN L SHAPED CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT, 15.6
 KA0192'FEET SOUTH OF THE SOUTH CURB OF THE STREET, AND ABOUT 1.5 FEET
 KA0192'BELOW STREET LEVEL.  NOTE-- THIS MARK IS ABOUT 5.3 MILES WEST
 KA0192'ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT CUMBERLAND.
 KA0192
 KA0192                          STATION RECOVERY (1954)
 KA0192
 KA0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KA0192'RECOVERED IN GOOD CONDITION.
 KA0192
 KA0192                          STATION RECOVERY (1976)
 KA0192
 KA0192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2527 ***********************************************************************
 JZ2527  DESIGNATION -  A 244
 JZ2527  PID         -  JZ2527
 JZ2527  STATE/COUNTY-  IN/HENRY
 JZ2527  COUNTRY     -  US
 JZ2527  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2527
 JZ2527                         *CURRENT SURVEY CONTROL
 JZ2527  ______________________________________________________________________
 JZ2527* NAD 83(1986) POSITION- 39 47 29.89   (N) 085 35 48.59   (W)   HD_HELD1
 JZ2527* NAVD 88 ORTHO HEIGHT -   292.528 (meters)      959.74  (feet) ADJUSTED
 JZ2527  ______________________________________________________________________
 JZ2527  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 JZ2527  DYNAMIC HEIGHT  -        292.361 (meters)      959.19  (feet) COMP
 JZ2527  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 JZ2527
 JZ2527  VERT ORDER      -  SECOND    CLASS 0
 JZ2527
 JZ2527.The horizontal coordinates were determined by differentially corrected
 JZ2527.hand held GPS observations or other comparable positioning techniques
 JZ2527.and have an estimated accuracy of +/- 3 meters.
 JZ2527
 JZ2527.The orthometric height was determined by differential leveling and
 JZ2527.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2527.in June 1991.
 JZ2527
 JZ2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2527.GEOID18 height accuracy estimate available here.
 JZ2527
 JZ2527.Click photographs - Photos may exist for this station.
 JZ2527
 JZ2527.The dynamic height is computed by dividing the NAVD 88
 JZ2527.geopotential number by the normal gravity value computed on the
 JZ2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2527.degrees latitude (g = 980.6199 gals.).
 JZ2527
 JZ2527.The modeled gravity was interpolated from observed gravity values.
 JZ2527
 JZ2527;                    North         East    Units  Estimated Accuracy
 JZ2527;SPC IN E     -   504,385.5     105,981.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2527
 JZ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2013905572(NAD 83)
 JZ2527
 JZ2527                          SUPERSEDED SURVEY CONTROL
 JZ2527
 JZ2527  NGVD 29 (??/??/92)  292.652  (m)          960.14   (f) ADJ UNCH    2 0
 JZ2527
 JZ2527.Superseded values are not recommended for survey control.
 JZ2527
 JZ2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2527.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2527
 JZ2527_MARKER: DB = BENCH MARK DISK
 JZ2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2527_STAMPING: A 244 1947
 JZ2527_MARK LOGO: CGS
 JZ2527_PROJECTION: PROJECTING 6 CENTIMETERS
 JZ2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2527+STABILITY: SURFACE MOTION
 JZ2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2527+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 JZ2527
 JZ2527  HISTORY     - Date     Condition        Report By
 JZ2527  HISTORY     - 1947     MONUMENTED       CGS
 JZ2527  HISTORY     - 20230213 GOOD             INDOT
 JZ2527
 JZ2527                          STATION DESCRIPTION
 JZ2527
 JZ2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2527'0.9 MI E FROM CHARLOTTESVILLE.
 JZ2527'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JZ2527'CHARLOTTESVILLE, AT THE HENRY-HANCOCK COUNTY LINE, 44 FEET SOUTH
 JZ2527'OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY,
 JZ2527'6.5 FEET EAST OF POWER POLE NO. 538/530, 5 FEET EAST OF A T FENCE
 JZ2527'CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 1.5 FEET WEST OF A
 JZ2527'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY AND SET
 JZ2527'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2527
 JZ2527                          STATION RECOVERY (2023)
 JZ2527
 JZ2527'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2608 ***********************************************************************
 JZ2608  DESIGNATION -  A 245
 JZ2608  PID         -  JZ2608
 JZ2608  STATE/COUNTY-  IN/SHELBY
 JZ2608  COUNTRY     -  US
 JZ2608  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2608
 JZ2608                         *CURRENT SURVEY CONTROL
 JZ2608  ______________________________________________________________________
 JZ2608* NAD 83(1986) POSITION- 39 41 00.     (N) 085 49 10.     (W)   SCALED
 JZ2608* NAVD 88 ORTHO HEIGHT -   252.874 (meters)      829.64  (feet) ADJUSTED
 JZ2608  ______________________________________________________________________
 JZ2608  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 JZ2608  DYNAMIC HEIGHT  -        252.728 (meters)      829.16  (feet) COMP
 JZ2608  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 JZ2608
 JZ2608  VERT ORDER      -  SECOND    CLASS 0
 JZ2608
 JZ2608.The horizontal coordinates were scaled from a map and have
 JZ2608.an estimated accuracy of +/- 6 seconds.
 JZ2608
 JZ2608.The orthometric height was determined by differential leveling and
 JZ2608.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2608.in June 1991.
 JZ2608
 JZ2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2608.GEOID18 height accuracy estimate available here.
 JZ2608
 JZ2608.Click photographs - Photos may exist for this station.
 JZ2608
 JZ2608.The dynamic height is computed by dividing the NAVD 88
 JZ2608.geopotential number by the normal gravity value computed on the
 JZ2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2608.degrees latitude (g = 980.6199 gals.).
 JZ2608
 JZ2608.The modeled gravity was interpolated from observed gravity values.
 JZ2608
 JZ2608;                    North         East    Units  Estimated Accuracy
 JZ2608;SPC IN E     -   492,370.       86,890.      MT  (+/- 180 meters Scaled)
 JZ2608
 JZ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012932(NAD 83)
 JZ2608
 JZ2608                          SUPERSEDED SURVEY CONTROL
 JZ2608
 JZ2608  NGVD 29 (??/??/92)  252.988  (m)          830.01   (f) ADJ UNCH    2 0
 JZ2608
 JZ2608.Superseded values are not recommended for survey control.
 JZ2608
 JZ2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2608.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2608
 JZ2608_MARKER: DB = BENCH MARK DISK
 JZ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2608_STAMPING: A 245 1947
 JZ2608_MARK LOGO: CGS
 JZ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2608+STABILITY: SURFACE MOTION
 JZ2608
 JZ2608  HISTORY     - Date     Condition        Report By
 JZ2608  HISTORY     - 1947     MONUMENTED       CGS
 JZ2608  HISTORY     - 1973     GOOD             NGS
 JZ2608
 JZ2608                          STATION DESCRIPTION
 JZ2608
 JZ2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2608'1.5 MI S FROM CARROLLTON.
 JZ2608'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2608'CHURCH AT CARROLLTON, THENCE 1.4 MILE SOUTH ALONG A COUNTY ROAD,
 JZ2608'IN THE SOUTHEAST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 JZ2608'GRAVEL ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2608'ROAD, 21 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2608'15.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE,
 JZ2608'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2608'ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2608'5 INCHES.
 JZ2608
 JZ2608                          STATION RECOVERY (1973)
 JZ2608
 JZ2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1153 ***********************************************************************
 JZ1153  DESIGNATION -  A 246
 JZ1153  PID         -  JZ1153
 JZ1153  STATE/COUNTY-  IN/WAYNE
 JZ1153  COUNTRY     -  US
 JZ1153  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1153
 JZ1153                         *CURRENT SURVEY CONTROL
 JZ1153  ______________________________________________________________________
 JZ1153* NAD 83(1986) POSITION- 39 53 20.3    (N) 084 59 46.1    (W)   HD_HELD2
 JZ1153* NAVD 88 ORTHO HEIGHT -   328.046 (meters)     1076.26  (feet) ADJUSTED
 JZ1153  ______________________________________________________________________
 JZ1153  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 JZ1153  DYNAMIC HEIGHT  -        327.859 (meters)     1075.65  (feet) COMP
 JZ1153  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 JZ1153
 JZ1153  VERT ORDER      -  SECOND    CLASS 0
 JZ1153
 JZ1153.The horizontal coordinates were established by autonomous hand held GPS
 JZ1153.observations and have an estimated accuracy of +/- 10 meters.
 JZ1153
 JZ1153.The orthometric height was determined by differential leveling and
 JZ1153.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1153.in June 1991.
 JZ1153
 JZ1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1153.GEOID18 height accuracy estimate available here.
 JZ1153
 JZ1153.Click photographs - Photos may exist for this station.
 JZ1153
 JZ1153.The dynamic height is computed by dividing the NAVD 88
 JZ1153.geopotential number by the normal gravity value computed on the
 JZ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1153.degrees latitude (g = 980.6199 gals.).
 JZ1153
 JZ1153.The modeled gravity was interpolated from observed gravity values.
 JZ1153
 JZ1153;                    North         East    Units  Estimated Accuracy
 JZ1153;SPC IN E     -   515,405.      157,350.      MT  (+/- 10 meters HH2 GPS)
 JZ1153
 JZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7133117356(NAD 83)
 JZ1153
 JZ1153                          SUPERSEDED SURVEY CONTROL
 JZ1153
 JZ1153  NGVD 29 (??/??/92)  328.188  (m)         1076.73   (f) ADJ UNCH    2 0
 JZ1153
 JZ1153.Superseded values are not recommended for survey control.
 JZ1153
 JZ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1153.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1153
 JZ1153_MARKER: DB = BENCH MARK DISK
 JZ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1153_STAMPING: A 246 1947
 JZ1153_MARK LOGO: CGS
 JZ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1153+STABILITY: SURFACE MOTION
 JZ1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1153+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 JZ1153
 JZ1153  HISTORY     - Date     Condition        Report By
 JZ1153  HISTORY     - 1947     MONUMENTED       CGS
 JZ1153  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1153  HISTORY     - 20090623 GOOD             JCLS
 JZ1153  HISTORY     - 20110505 GOOD             JCLS
 JZ1153
 JZ1153                          STATION DESCRIPTION
 JZ1153
 JZ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1153'4.3 MI S FROM WILLIAMSBURG.
 JZ1153'4.3 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1153'WILLIAMSBURG, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF STATE
 JZ1153'HIGHWAY 38, ABOUT 0.3 MILE NORTH OF A POWER TRANSMISSION LINE
 JZ1153'CROSSING, AT AN EAST-WEST FENCE CORNER POST, 26 FEET WEST OF THE
 JZ1153'CENTER LINE OF THE ROAD, 2.5 FEET NORTHEAST OF THE FENCE CORNER,
 JZ1153'1.3 FEET EAST OF THE FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ1153'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1153'POST PROJECTING 4 INCHES.
 JZ1153
 JZ1153                          STATION RECOVERY (2003)
 JZ1153
 JZ1153'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1153'THE ROAD IS NORTH CENTERVILLE ROAD.
 JZ1153
 JZ1153                          STATION RECOVERY (2009)
 JZ1153
 JZ1153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 JZ1153'RECOVERED IN GOOD CONDITION.
 JZ1153
 JZ1153                          STATION RECOVERY (2011)
 JZ1153
 JZ1153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ1153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1120 ***********************************************************************
 LA1120  DESIGNATION -  A 247
 LA1120  PID         -  LA1120
 LA1120  STATE/COUNTY-  IN/HENRY
 LA1120  COUNTRY     -  US
 LA1120  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1120
 LA1120                         *CURRENT SURVEY CONTROL
 LA1120  ______________________________________________________________________
 LA1120* NAD 83(1986) POSITION- 40 03 43.     (N) 085 18 48.     (W)   SCALED
 LA1120* NAVD 88 ORTHO HEIGHT -   317.921 (meters)     1043.05  (feet) ADJUSTED
 LA1120  ______________________________________________________________________
 LA1120  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 LA1120  DYNAMIC HEIGHT  -        317.748 (meters)     1042.48  (feet) COMP
 LA1120  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LA1120
 LA1120  VERT ORDER      -  SECOND    CLASS 0
 LA1120
 LA1120.The horizontal coordinates were scaled from a map and have
 LA1120.an estimated accuracy of +/- 6 seconds.
 LA1120
 LA1120.The orthometric height was determined by differential leveling and
 LA1120.adjusted by the NATIONAL GEODETIC SURVEY
 LA1120.in June 1991.
 LA1120
 LA1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1120.GEOID18 height accuracy estimate available here.
 LA1120
 LA1120.Click photographs - Photos may exist for this station.
 LA1120
 LA1120.The dynamic height is computed by dividing the NAVD 88
 LA1120.geopotential number by the normal gravity value computed on the
 LA1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1120.degrees latitude (g = 980.6199 gals.).
 LA1120
 LA1120.The modeled gravity was interpolated from observed gravity values.
 LA1120
 LA1120;                    North         East    Units  Estimated Accuracy
 LA1120;SPC IN E     -   534,460.      130,140.      MT  (+/- 180 meters Scaled)
 LA1120
 LA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK438359(NAD 83)
 LA1120
 LA1120                          SUPERSEDED SURVEY CONTROL
 LA1120
 LA1120  NGVD 29 (??/??/92)  318.056  (m)         1043.49   (f) ADJ UNCH    2 0
 LA1120
 LA1120.Superseded values are not recommended for survey control.
 LA1120
 LA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1120.See file dsdata.pdf to determine how the superseded data were derived.
 LA1120
 LA1120_MARKER: DB = BENCH MARK DISK
 LA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1120_STAMPING: A 247 1947
 LA1120_MARK LOGO: CGS
 LA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1120+STABILITY: SURFACE MOTION
 LA1120
 LA1120  HISTORY     - Date     Condition        Report By
 LA1120  HISTORY     - 1947     MONUMENTED       CGS
 LA1120
 LA1120                          STATION DESCRIPTION
 LA1120
 LA1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1120'4 MI W FROM BLOUNTSVILLE.
 LA1120'ABOUT 0.85 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE
 LA1120'CHESAPEAKE AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE
 LA1120'ABOUT 0.15 MILE SOUTH AND 3.0 MILES WEST ALONG A GRAVEL ROAD,
 LA1120'ABOUT 0.9 MILE WEST OF A SOUTHWEST-NORTHEAST GRAVEL CROSSROAD,
 LA1120'AT THE WEST FOOT OF A HILL AND THE JUNCTION OF A ROAD LEADING
 LA1120'NORTH, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 LA1120'EAST OF THE CENTER LINE OF THE ROAD NORTH, 33 FEET NORTH OF AN
 LA1120'IRON RAIL FENCE CORNER AND GATE POST, 39 FEET NORTH OF A POWER
 LA1120'POLE, 1 FOOT WEST OF THE FENCE, ABOUT LEVEL WITH THE ROAD
 LA1120'NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1263 ***********************************************************************
 LA1263  CBN         -  This is a Cooperative Base Network Control Station.
 LA1263  DESIGNATION -  A 248
 LA1263  PID         -  LA1263
 LA1263  STATE/COUNTY-  IN/DELAWARE
 LA1263  COUNTRY     -  US
 LA1263  USGS QUAD   -  MUNCIE WEST (2019)
 LA1263
 LA1263                         *CURRENT SURVEY CONTROL
 LA1263  ______________________________________________________________________
 LA1263* NAD 83(2011) POSITION- 40 08 56.73001(N) 085 29 58.24262(W)   ADJUSTED
 LA1263* NAD 83(2011) ELLIP HT-   251.317 (meters)        (06/27/12)   ADJUSTED
 LA1263* NAD 83(2011) EPOCH   -  2010.00
 LA1263* NAVD 88 ORTHO HEIGHT -   285.254 (meters)      935.87  (feet) ADJUSTED
 LA1263  ______________________________________________________________________
 LA1263  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LA1263  NAD 83(2011) X  -    383,097.773 (meters)                     COMP
 LA1263  NAD 83(2011) Y  - -4,867,188.563 (meters)                     COMP
 LA1263  NAD 83(2011) Z  -  4,090,815.280 (meters)                     COMP
 LA1263  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 LA1263  DYNAMIC HEIGHT  -        285.102 (meters)      935.37  (feet) COMP
 LA1263  MODELED GRAVITY -    980,085.4   (mgal)                       NAVD 88
 LA1263
 LA1263  VERT ORDER      -  SECOND    CLASS 0
 LA1263
 LA1263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1263  Standards:
 LA1263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1263  -------------------------------------------------------------------
 LA1263  NETWORK    0.57   1.25           0.27   0.18   0.64     -0.02734139
 LA1263  -------------------------------------------------------------------
 LA1263  Click here for local accuracies and other accuracy information.
 LA1263
 LA1263.The horizontal coordinates were established by GPS observations
 LA1263.and adjusted by the National Geodetic Survey in June 2012.
 LA1263
 LA1263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1263.been affixed to the stable North American tectonic plate. See 
 LA1263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1263
 LA1263.The horizontal coordinates are valid at the epoch date displayed above
 LA1263.which is a decimal equivalence of Year/Month/Day.
 LA1263
 LA1263.The orthometric height was determined by differential leveling and
 LA1263.adjusted by the NATIONAL GEODETIC SURVEY
 LA1263.in June 1991.
 LA1263
 LA1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1263.GEOID18 height accuracy estimate available here.
 LA1263
 LA1263.Click photographs - Photos may exist for this station.
 LA1263
 LA1263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1263
 LA1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1263
 LA1263.The ellipsoidal height was determined by GPS observations
 LA1263.and is referenced to NAD 83.
 LA1263
 LA1263.The dynamic height is computed by dividing the NAVD 88
 LA1263.geopotential number by the normal gravity value computed on the
 LA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1263.degrees latitude (g = 980.6199 gals.).
 LA1263
 LA1263.The modeled gravity was interpolated from observed gravity values.
 LA1263
 LA1263. The following values were computed from the NAD 83(2011) position.
 LA1263
 LA1263;                    North         East     Units Scale Factor Converg.
 LA1263;SPC IN E     -   544,085.033   114,242.432   MT  0.99996916   +0 06 28.0
 LA1263;SPC IN E     - 1,785,052.31    374,810.38   sFT  0.99996916   +0 06 28.0
 LA1263;UTM  16      - 4,445,384.324   627,804.719   MT  0.99980108   +0 58 03.4
 LA1263
 LA1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1263!SPC IN E     -   0.99996058  x   0.99996916  =   0.99992974
 LA1263!UTM  16      -   0.99996058  x   0.99980108  =   0.99976166
 LA1263
 LA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2780445384(NAD 83)
 LA1263
 LA1263                          SUPERSEDED SURVEY CONTROL
 LA1263
 LA1263  NAD 83(2007)-  40 08 56.73009(N)    085 29 58.24355(W) AD(2002.00) 0
 LA1263  ELLIP H (02/10/07)  251.338  (m)                       GP(2002.00)    
 LA1263  NAD 83(1997)-  40 08 56.73032(N)    085 29 58.24291(W) AD(       ) B
 LA1263  ELLIP H (04/10/98)  251.380  (m)                       GP(       ) 4 1
 LA1263  NAVD 88             285.25   (m)          935.9    (f) LEVELING    3  
 LA1263  NGVD 29 (??/??/92)  285.391  (m)          936.32   (f) ADJ UNCH    2 0
 LA1263
 LA1263.Superseded values are not recommended for survey control.
 LA1263
 LA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1263.See file dsdata.pdf to determine how the superseded data were derived.
 LA1263
 LA1263_MARKER: DB = BENCH MARK DISK
 LA1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1263_STAMPING: A 248 1947
 LA1263_MARK LOGO: CGS
 LA1263_PROJECTION: FLUSH
 LA1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1263+STABILITY: SURFACE MOTION
 LA1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1263+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 LA1263
 LA1263  HISTORY     - Date     Condition        Report By
 LA1263  HISTORY     - 1947     MONUMENTED       CGS
 LA1263  HISTORY     - 19970808 GOOD             SEC
 LA1263  HISTORY     - 19980722 GOOD             WOOLPT
 LA1263  HISTORY     - 20010529 GOOD             WOOLPT
 LA1263  HISTORY     - 20050406 GOOD             BFSINC
 LA1263  HISTORY     - 20110811 GOOD             JCLS
 LA1263
 LA1263                          STATION DESCRIPTION
 LA1263
 LA1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1263'2 MI SW FROM YORKTOWN.
 LA1263'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 LA1263'AT YORKTOWN, THENCE ABOUT 0.3 MILE SOUTH ALONG SOUTH VINE
 LA1263'STREET, THENCE 0.2 MILE WEST ALONG DEPOT STREET, THENCE ABOUT
 LA1263'1.35 MILES SOUTH ALONG A BLACK TOP ROAD TO CROSSROADS, ABOUT 1.1
 LA1263'MILES SOUTH OF THE INTERSECTION OF THE CLEVELAND, CINCINNATI,
 LA1263'CHICAGO AND ST. LOUIS RAILWAY, ABOUT 0.55 MILE SOUTH OF THE WHITE
 LA1263'OAK FARM, ABOUT 1.0 MILE NORTH OF A JOG IN THE ROAD WITH
 LA1263'CROSS ROAD AND THE CROSSING OF A POWER TRANSMISSION LINE, AT
 LA1263'AN EAST-WEST SECTION LINE FENCE, 18 FEET EAST OF THE CENTER LINE
 LA1263'OF THE ROAD, 12.5 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD
 LA1263'LEADING EAST, 5 FEET NORTH OF THE FENCE CORNER, 1 FOOT WEST
 LA1263'OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LA1263'OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1263
 LA1263                          STATION RECOVERY (1997)
 LA1263
 LA1263'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA1263'STATION IS 2 MILES (3.2 KM) SOUTHWEST OF YORKTOWN.  FROM JUNCTION
 LA1263'STATE ROAD 32 AND BROADWAY STREET AT YORKTOWN, GO WEST ON STATE ROAD
 LA1263'32 0.3 MILES (0.5 KM) TO MARSH AVENUE, TURN LEFT (SOUTH) OR FROM NEW
 LA1263'POST OFFICE 0.2 MILES (0.3 KM) TO MARSH AVENUE.  TURN LEFT, SOUTH FOR
 LA1263'1.6 MILES (2.6 KM) TO STATION.  0.4 MILES (0.6 KM) SOUTH OF CABLE TV
 LA1263'TOWER, ABOUT 0.6 MILES (1.0 KM) SOUTH OF WHITE OAK FARM DRIVE, 1.1
 LA1263'MILES (1.8 KM) SOUTH OF JUNCTION OF RAILROAD, 15.33 SOUTHEAST OF POWER
 LA1263'POLE DE83-218, 5.8 EAST OF CENTERLINE BLACKTOP ROAD 2.6 WEST OF WOOD
 LA1263'FENCE POST, 0.9 METERS (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 LA1263'POST, 2.3 METERS (7.5 FT) NORTHEAST OF A SPEED LIMIT SIGN 40 AND FLUSH
 LA1263'WITH GROUND.
 LA1263
 LA1263                          STATION RECOVERY (1998)
 LA1263
 LA1263'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 LA1263'RECOVERED AS DESCRIBED WOOLPERT LLP 1998 (ARL).
 LA1263
 LA1263                          STATION RECOVERY (2001)
 LA1263
 LA1263'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LA1263'RECOVERED AS DESCRIBED.
 LA1263
 LA1263                          STATION RECOVERY (2005)
 LA1263
 LA1263'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA1263'RECOVERED IN GOOD CONDITION.
 LA1263
 LA1263                          STATION RECOVERY (2011)
 LA1263
 LA1263'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LA1263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1708 ***********************************************************************
 JZ1708  DESIGNATION -  A 249
 JZ1708  PID         -  JZ1708
 JZ1708  STATE/COUNTY-  IN/HENRY
 JZ1708  COUNTRY     -  US
 JZ1708  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1708
 JZ1708                         *CURRENT SURVEY CONTROL
 JZ1708  ______________________________________________________________________
 JZ1708* NAD 83(1986) POSITION- 39 55 56.     (N) 085 15 07.     (W)   SCALED
 JZ1708* NAVD 88 ORTHO HEIGHT -   348.418 (meters)     1143.10  (feet) ADJUSTED
 JZ1708  ______________________________________________________________________
 JZ1708  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JZ1708  DYNAMIC HEIGHT  -        348.219 (meters)     1142.45  (feet) COMP
 JZ1708  MODELED GRAVITY -    980,045.7   (mgal)                       NAVD 88
 JZ1708
 JZ1708  VERT ORDER      -  SECOND    CLASS 0
 JZ1708
 JZ1708.The horizontal coordinates were scaled from a map and have
 JZ1708.an estimated accuracy of +/- 6 seconds.
 JZ1708
 JZ1708.The orthometric height was determined by differential leveling and
 JZ1708.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1708.in June 1991.
 JZ1708
 JZ1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1708.GEOID18 height accuracy estimate available here.
 JZ1708
 JZ1708.Click photographs - Photos may exist for this station.
 JZ1708
 JZ1708.The dynamic height is computed by dividing the NAVD 88
 JZ1708.geopotential number by the normal gravity value computed on the
 JZ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1708.degrees latitude (g = 980.6199 gals.).
 JZ1708
 JZ1708.The modeled gravity was interpolated from observed gravity values.
 JZ1708
 JZ1708;                    North         East    Units  Estimated Accuracy
 JZ1708;SPC IN E     -   520,080.      135,450.      MT  (+/- 180 meters Scaled)
 JZ1708
 JZ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493216(NAD 83)
 JZ1708
 JZ1708                          SUPERSEDED SURVEY CONTROL
 JZ1708
 JZ1708  NGVD 29 (??/??/92)  348.547  (m)         1143.52   (f) ADJ UNCH    2 0
 JZ1708
 JZ1708.Superseded values are not recommended for survey control.
 JZ1708
 JZ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1708.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1708
 JZ1708_MARKER: DB = BENCH MARK DISK
 JZ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1708_STAMPING: A 249 1947
 JZ1708_MARK LOGO: CGS
 JZ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1708+STABILITY: SURFACE MOTION
 JZ1708
 JZ1708  HISTORY     - Date     Condition        Report By
 JZ1708  HISTORY     - 1947     MONUMENTED       CGS
 JZ1708
 JZ1708                          STATION DESCRIPTION
 JZ1708
 JZ1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1708'0.6 MI N FROM MILLVILLE.
 JZ1708'ABOUT 0.65 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1708'AT MILLVILLE, IN THE NORTHWEST QUARTER OF A CROSS ROAD, 23 FEET
 JZ1708'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 53 FEET NORTH
 JZ1708'OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET NORTH OF A FENCE
 JZ1708'CORNER, 1 FOOT EAST OF A WIRE FENCE LINE, 2 FEET SOUTH OF A WHITE
 JZ1708'WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 JZ1708'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1483 ***********************************************************************
 JZ1483  DESIGNATION -  A 250
 JZ1483  PID         -  JZ1483
 JZ1483  STATE/COUNTY-  IN/HENRY
 JZ1483  COUNTRY     -  US
 JZ1483  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1483
 JZ1483                         *CURRENT SURVEY CONTROL
 JZ1483  ______________________________________________________________________
 JZ1483* NAD 83(1986) POSITION- 39 55 28.     (N) 085 14 34.     (W)   SCALED
 JZ1483* NAVD 88 ORTHO HEIGHT -   353.191 (meters)     1158.76  (feet) ADJUSTED
 JZ1483  ______________________________________________________________________
 JZ1483  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JZ1483  DYNAMIC HEIGHT  -        352.989 (meters)     1158.10  (feet) COMP
 JZ1483  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 JZ1483
 JZ1483  VERT ORDER      -  SECOND    CLASS 0
 JZ1483
 JZ1483.The horizontal coordinates were scaled from a map and have
 JZ1483.an estimated accuracy of +/- 6 seconds.
 JZ1483
 JZ1483.The orthometric height was determined by differential leveling and
 JZ1483.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1483.in June 1991.
 JZ1483
 JZ1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1483.GEOID18 height accuracy estimate available here.
 JZ1483
 JZ1483.Click photographs - Photos may exist for this station.
 JZ1483
 JZ1483.The dynamic height is computed by dividing the NAVD 88
 JZ1483.geopotential number by the normal gravity value computed on the
 JZ1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1483.degrees latitude (g = 980.6199 gals.).
 JZ1483
 JZ1483.The modeled gravity was interpolated from observed gravity values.
 JZ1483
 JZ1483;                    North         East    Units  Estimated Accuracy
 JZ1483;SPC IN E     -   519,220.      136,240.      MT  (+/- 180 meters Scaled)
 JZ1483
 JZ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK501208(NAD 83)
 JZ1483
 JZ1483                          SUPERSEDED SURVEY CONTROL
 JZ1483
 JZ1483  NGVD 29 (??/??/92)  353.319  (m)         1159.18   (f) ADJ UNCH    2 0
 JZ1483
 JZ1483.Superseded values are not recommended for survey control.
 JZ1483
 JZ1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1483.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1483
 JZ1483_MARKER: DB = BENCH MARK DISK
 JZ1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1483_STAMPING: A 250 1947
 JZ1483_MARK LOGO: CGS
 JZ1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1483+STABILITY: SURFACE MOTION
 JZ1483
 JZ1483  HISTORY     - Date     Condition        Report By
 JZ1483  HISTORY     - 1947     MONUMENTED       CGS
 JZ1483
 JZ1483                          STATION DESCRIPTION
 JZ1483
 JZ1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1483'0.5 MI E FROM MILLVILLE.
 JZ1483'ABOUT 0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1483'ROAD CROSSING AT MILLVILLE, 39.8 FEET SOUTH AND ACROSS THE TRACK
 JZ1483'FROM MILE POST 95, 27 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH
 JZ1483'OF THE FENCE LINE, 6.5 FEET EAST OF A T FENCE CORNER POST, 2
 JZ1483'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 JZ1483'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JZ1483'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1622 ***********************************************************************
 JZ1622  DESIGNATION -  A 252
 JZ1622  PID         -  JZ1622
 JZ1622  STATE/COUNTY-  IN/RUSH
 JZ1622  COUNTRY     -  US
 JZ1622  USGS QUAD   -  MAYS (2019)
 JZ1622
 JZ1622                         *CURRENT SURVEY CONTROL
 JZ1622  ______________________________________________________________________
 JZ1622* NAD 83(1986) POSITION- 39 38 18.     (N) 085 26 41.     (W)   SCALED
 JZ1622* NAVD 88 ORTHO HEIGHT -   303.123 (meters)      994.50  (feet) ADJUSTED
 JZ1622  ______________________________________________________________________
 JZ1622  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 JZ1622  DYNAMIC HEIGHT  -        302.943 (meters)      993.91  (feet) COMP
 JZ1622  MODELED GRAVITY -    980,024.6   (mgal)                       NAVD 88
 JZ1622
 JZ1622  VERT ORDER      -  SECOND    CLASS 0
 JZ1622
 JZ1622.The horizontal coordinates were scaled from a map and have
 JZ1622.an estimated accuracy of +/- 6 seconds.
 JZ1622
 JZ1622.The orthometric height was determined by differential leveling and
 JZ1622.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1622.in June 1991.
 JZ1622
 JZ1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1622.GEOID18 height accuracy estimate available here.
 JZ1622
 JZ1622.Click photographs - Photos may exist for this station.
 JZ1622
 JZ1622.The dynamic height is computed by dividing the NAVD 88
 JZ1622.geopotential number by the normal gravity value computed on the
 JZ1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1622.degrees latitude (g = 980.6199 gals.).
 JZ1622
 JZ1622.The modeled gravity was interpolated from observed gravity values.
 JZ1622
 JZ1622;                    North         East    Units  Estimated Accuracy
 JZ1622;SPC IN E     -   487,390.      119,050.      MT  (+/- 180 meters Scaled)
 JZ1622
 JZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ334887(NAD 83)
 JZ1622
 JZ1622                          SUPERSEDED SURVEY CONTROL
 JZ1622
 JZ1622  NGVD 29 (??/??/92)  303.250  (m)          994.91   (f) ADJ UNCH    2 0
 JZ1622
 JZ1622.Superseded values are not recommended for survey control.
 JZ1622
 JZ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1622.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1622
 JZ1622_MARKER: DB = BENCH MARK DISK
 JZ1622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1622_SP_SET: CULVERT HEADWALL
 JZ1622_STAMPING: A 252 1947
 JZ1622_MARK LOGO: CGS
 JZ1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1622+STABILITY: SURFACE MOTION
 JZ1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1622+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 JZ1622
 JZ1622  HISTORY     - Date     Condition        Report By
 JZ1622  HISTORY     - 1947     MONUMENTED       CGS
 JZ1622  HISTORY     - 20060606 GOOD             BFSINC
 JZ1622  HISTORY     - 20110505 GOOD             JCLS
 JZ1622
 JZ1622                          STATION DESCRIPTION
 JZ1622
 JZ1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1622'2.2 MI N FROM RUSHVILLE.
 JZ1622'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1622'AT RUSHVILLE, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF THE NEW
 JZ1622'YORK, CHICAGO AND ST. LOUIS RAILROAD, 0.15 MILE SOUTH OF A
 JZ1622'CROSSROAD, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 JZ1622'3-FOOT CONCRETE CULVERT NUMBER 10, 18 FEET EAST OF THE CENTER
 JZ1622'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 JZ1622
 JZ1622                          STATION RECOVERY (2006)
 JZ1622
 JZ1622'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1622'RECOVERED IN GOOD CONDITION.
 JZ1622
 JZ1622                          STATION RECOVERY (2011)
 JZ1622
 JZ1622'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ1622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1550 ***********************************************************************
 JZ1550  DESIGNATION -  A 253
 JZ1550  PID         -  JZ1550
 JZ1550  STATE/COUNTY-  IN/RUSH
 JZ1550  COUNTRY     -  US
 JZ1550  USGS QUAD   -  FALMOUTH (2019)
 JZ1550
 JZ1550                         *CURRENT SURVEY CONTROL
 JZ1550  ______________________________________________________________________
 JZ1550* NAD 83(1986) POSITION- 39 41 34.4    (N) 085 21 19.5    (W)   HD_HELD2
 JZ1550* NAVD 88 ORTHO HEIGHT -   304.994 (meters)     1000.63  (feet) ADJUSTED
 JZ1550  ______________________________________________________________________
 JZ1550  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1550  DYNAMIC HEIGHT  -        304.814 (meters)     1000.04  (feet) COMP
 JZ1550  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ1550
 JZ1550  VERT ORDER      -  SECOND    CLASS 0
 JZ1550
 JZ1550.The horizontal coordinates were established by autonomous hand held GPS
 JZ1550.observations and have an estimated accuracy of +/- 10 meters.
 JZ1550
 JZ1550.The orthometric height was determined by differential leveling and
 JZ1550.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1550.in June 1991.
 JZ1550
 JZ1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1550.GEOID18 height accuracy estimate available here.
 JZ1550
 JZ1550.Click photographs - Photos may exist for this station.
 JZ1550
 JZ1550.The dynamic height is computed by dividing the NAVD 88
 JZ1550.geopotential number by the normal gravity value computed on the
 JZ1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1550.degrees latitude (g = 980.6199 gals.).
 JZ1550
 JZ1550.The modeled gravity was interpolated from observed gravity values.
 JZ1550
 JZ1550;                    North         East    Units  Estimated Accuracy
 JZ1550;SPC IN E     -   493,466.      126,697.      MT  (+/- 10 meters HH2 GPS)
 JZ1550
 JZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4101194964(NAD 83)
 JZ1550
 JZ1550                          SUPERSEDED SURVEY CONTROL
 JZ1550
 JZ1550  NGVD 29 (??/??/92)  305.124  (m)         1001.06   (f) ADJ UNCH    2 0
 JZ1550
 JZ1550.Superseded values are not recommended for survey control.
 JZ1550
 JZ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1550.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1550
 JZ1550_MARKER: DB = BENCH MARK DISK
 JZ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1550_STAMPING: A 253 1947
 JZ1550_MARK LOGO: CGS
 JZ1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1550+STABILITY: SURFACE MOTION
 JZ1550
 JZ1550  HISTORY     - Date     Condition        Report By
 JZ1550  HISTORY     - 1947     MONUMENTED       CGS
 JZ1550
 JZ1550                          STATION DESCRIPTION
 JZ1550
 JZ1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1550'3.6 MI W FROM FALMOUTH.
 JZ1550'ABOUT 2.0 MILES WEST ALONG A TAR AND GRAVEL ROAD FROM THE CROSSROADS
 JZ1550'AT FALMOUTH, THENCE 0.6 MILE SOUTH, AND 0.95 MILE WEST ALONG
 JZ1550'GRAVEL ROADS, AT THE JUNCTION WITH A ROAD LEADING NORTH, ABOUT 0.7
 JZ1550'MILE EAST OF PLUM CREEK CHRISTIAN CHURCH, 15 FEET NORTH OF
 JZ1550'THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET WEST OF THE
 JZ1550'CENTER LINE OF THE ROAD LEADING NORTH, 19 FEET WEST OF A FENCE
 JZ1550'CORNER, 1 FOOT SOUTH OF A WIRE FENCE LINE, 2 FEET WEST OF A
 JZ1550'WHITE WOODEN WITNESS POST, 0.5 FOOT BELOW ROAD LEVEL AND SET
 JZ1550'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1556 ***********************************************************************
 JZ1556  DESIGNATION -  A 254
 JZ1556  PID         -  JZ1556
 JZ1556  STATE/COUNTY-  IN/FAYETTE
 JZ1556  COUNTRY     -  US
 JZ1556  USGS QUAD   -  FALMOUTH (2019)
 JZ1556
 JZ1556                         *CURRENT SURVEY CONTROL
 JZ1556  ______________________________________________________________________
 JZ1556* NAD 83(1986) POSITION- 39 38 52.2    (N) 085 18 01.2    (W)   HD_HELD2
 JZ1556* NAVD 88 ORTHO HEIGHT -   328.988 (meters)     1079.35  (feet) ADJUSTED
 JZ1556  ______________________________________________________________________
 JZ1556  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 JZ1556  DYNAMIC HEIGHT  -        328.791 (meters)     1078.71  (feet) COMP
 JZ1556  MODELED GRAVITY -    980,019.7   (mgal)                       NAVD 88
 JZ1556
 JZ1556  VERT ORDER      -  SECOND    CLASS 0
 JZ1556
 JZ1556.The horizontal coordinates were established by autonomous hand held GPS
 JZ1556.observations and have an estimated accuracy of +/- 10 meters.
 JZ1556
 JZ1556.The orthometric height was determined by differential leveling and
 JZ1556.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1556.in June 1991.
 JZ1556
 JZ1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1556.GEOID18 height accuracy estimate available here.
 JZ1556
 JZ1556.Click photographs - Photos may exist for this station.
 JZ1556
 JZ1556.The dynamic height is computed by dividing the NAVD 88
 JZ1556.geopotential number by the normal gravity value computed on the
 JZ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1556.degrees latitude (g = 980.6199 gals.).
 JZ1556
 JZ1556.The modeled gravity was interpolated from observed gravity values.
 JZ1556
 JZ1556;                    North         East    Units  Estimated Accuracy
 JZ1556;SPC IN E     -   488,482.      131,442.      MT  (+/- 10 meters HH2 GPS)
 JZ1556
 JZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4582990051(NAD 83)
 JZ1556
 JZ1556                          SUPERSEDED SURVEY CONTROL
 JZ1556
 JZ1556  NGVD 29 (??/??/92)  329.118  (m)         1079.78   (f) ADJ UNCH    2 0
 JZ1556
 JZ1556.Superseded values are not recommended for survey control.
 JZ1556
 JZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1556.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1556
 JZ1556_MARKER: DB = BENCH MARK DISK
 JZ1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1556_SP_SET: CULVERT HEADWALL
 JZ1556_STAMPING: A 254 1947
 JZ1556_MARK LOGO: CGS
 JZ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1556+STABILITY: SURFACE MOTION
 JZ1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1556+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1556
 JZ1556  HISTORY     - Date     Condition        Report By
 JZ1556  HISTORY     - 1947     MONUMENTED       CGS
 JZ1556  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1556
 JZ1556                          STATION DESCRIPTION
 JZ1556
 JZ1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1556'1.3 MI N FROM GLENWOOD.
 JZ1556'ABOUT 1.3 MILE NORTH ALONG THE COUNTY LINE ROAD FROM THE BALTIMORE
 JZ1556'AND OHIO RAILROAD STATION AT GLENWOOD, 0.1 MILE SOUTH OF A
 JZ1556'CROSSROAD, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 JZ1556'OF A 6-FOOT CONCRETE CULVERT, 12 FEET EAST OF THE CENTER LINE
 JZ1556'OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 JZ1556
 JZ1556                          STATION RECOVERY (2005)
 JZ1556
 JZ1556'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1588 ***********************************************************************
 JZ1588  DESIGNATION -  A 255
 JZ1588  PID         -  JZ1588
 JZ1588  STATE/COUNTY-  IN/WAYNE
 JZ1588  COUNTRY     -  US
 JZ1588  USGS QUAD   -  JACKSONBURG (2019)
 JZ1588
 JZ1588                         *CURRENT SURVEY CONTROL
 JZ1588  ______________________________________________________________________
 JZ1588* NAD 83(1986) POSITION- 39 45 30.5    (N) 085 03 09.0    (W)   HD_HELD2
 JZ1588* NAVD 88 ORTHO HEIGHT -   295.748 (meters)      970.30  (feet) ADJUSTED
 JZ1588  ______________________________________________________________________
 JZ1588  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 JZ1588  DYNAMIC HEIGHT  -        295.573 (meters)      969.73  (feet) COMP
 JZ1588  MODELED GRAVITY -    980,029.6   (mgal)                       NAVD 88
 JZ1588
 JZ1588  VERT ORDER      -  SECOND    CLASS 0
 JZ1588
 JZ1588.The horizontal coordinates were established by autonomous hand held GPS
 JZ1588.observations and have an estimated accuracy of +/- 10 meters.
 JZ1588
 JZ1588.The orthometric height was determined by differential leveling and
 JZ1588.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1588.in June 1991.
 JZ1588
 JZ1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1588.GEOID18 height accuracy estimate available here.
 JZ1588
 JZ1588.Click photographs - Photos may exist for this station.
 JZ1588
 JZ1588.The dynamic height is computed by dividing the NAVD 88
 JZ1588.geopotential number by the normal gravity value computed on the
 JZ1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1588.degrees latitude (g = 980.6199 gals.).
 JZ1588
 JZ1588.The modeled gravity was interpolated from observed gravity values.
 JZ1588
 JZ1588;                    North         East    Units  Estimated Accuracy
 JZ1588;SPC IN E     -   500,882.      152,629.      MT  (+/- 10 meters HH2 GPS)
 JZ1588
 JZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6682802764(NAD 83)
 JZ1588
 JZ1588                          SUPERSEDED SURVEY CONTROL
 JZ1588
 JZ1588  NGVD 29 (??/??/92)  295.887  (m)          970.76   (f) ADJ UNCH    2 0
 JZ1588
 JZ1588.Superseded values are not recommended for survey control.
 JZ1588
 JZ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1588.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1588
 JZ1588_MARKER: DB = BENCH MARK DISK
 JZ1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1588_STAMPING: A 255 1947
 JZ1588_MARK LOGO: CGS
 JZ1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1588+STABILITY: SURFACE MOTION
 JZ1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1588+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 JZ1588
 JZ1588  HISTORY     - Date     Condition        Report By
 JZ1588  HISTORY     - 1947     MONUMENTED       CGS
 JZ1588  HISTORY     - 1974     GOOD             NGS
 JZ1588  HISTORY     - 20030410 GOOD             GEOCAC
 JZ1588
 JZ1588                          STATION DESCRIPTION
 JZ1588
 JZ1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1588'7.2 MI N FROM LYONSVILLE.
 JZ1588'ABOUT 7.15 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1588'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, AT THE
 JZ1588'JUNCTION WITH A ROAD LEADING EAST, 37 FEET EAST OF THE CENTER
 JZ1588'LINE OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE
 JZ1588'OF THE ROAD LEADING EAST, 20.5 FEET EAST OF A FENCE CORNER, 1
 JZ1588'FOOT NORTH OF A WIRE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ1588'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE JUNCTION AND
 JZ1588'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1588
 JZ1588                          STATION RECOVERY (1974)
 JZ1588
 JZ1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JZ1588'RECOVERED IN GOOD CONDITION.
 JZ1588
 JZ1588                          STATION RECOVERY (2003)
 JZ1588
 JZ1588'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1588'ROAD LEADING EAST IS TICE ROAD.  WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0944 ***********************************************************************
 ME0944  DESIGNATION -  A 256
 ME0944  PID         -  ME0944
 ME0944  STATE/COUNTY-  IN/LAKE
 ME0944  COUNTRY     -  US
 ME0944  USGS QUAD   -  GARY (2019)
 ME0944
 ME0944                         *CURRENT SURVEY CONTROL
 ME0944  ______________________________________________________________________
 ME0944* NAD 83(1986) POSITION- 41 32 06.     (N) 087 20 12.     (W)   SCALED
 ME0944* NAVD 88 ORTHO HEIGHT -   197.808 (meters)      648.98  (feet) ADJUSTED
 ME0944  ______________________________________________________________________
 ME0944  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 ME0944  DYNAMIC HEIGHT  -        197.732 (meters)      648.73  (feet) COMP
 ME0944  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 ME0944
 ME0944  VERT ORDER      -  SECOND    CLASS 0
 ME0944
 ME0944.The horizontal coordinates were scaled from a map and have
 ME0944.an estimated accuracy of +/- 6 seconds.
 ME0944
 ME0944.The orthometric height was determined by differential leveling and
 ME0944.adjusted by the NATIONAL GEODETIC SURVEY
 ME0944.in June 1991.
 ME0944
 ME0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0944.GEOID18 height accuracy estimate available here.
 ME0944
 ME0944.Click photographs - Photos may exist for this station.
 ME0944
 ME0944.The dynamic height is computed by dividing the NAVD 88
 ME0944.geopotential number by the normal gravity value computed on the
 ME0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0944.degrees latitude (g = 980.6199 gals.).
 ME0944
 ME0944.The modeled gravity was interpolated from observed gravity values.
 ME0944
 ME0944;                    North         East    Units  Estimated Accuracy
 ME0944;SPC IN W     -   698,000.      878,860.      MT  (+/- 180 meters Scaled)
 ME0944
 ME0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719982(NAD 83)
 ME0944
 ME0944                          SUPERSEDED SURVEY CONTROL
 ME0944
 ME0944  NGVD 29 (??/??/92)  197.905  (m)          649.29   (f) ADJ UNCH    2 0
 ME0944
 ME0944.Superseded values are not recommended for survey control.
 ME0944
 ME0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0944.See file dsdata.pdf to determine how the superseded data were derived.
 ME0944
 ME0944_MARKER: DB = BENCH MARK DISK
 ME0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0944_SP_SET: BUILDING
 ME0944_STAMPING: A 256 1947
 ME0944_MARK LOGO: CGS
 ME0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0944
 ME0944  HISTORY     - Date     Condition        Report By
 ME0944  HISTORY     - 1947     MONUMENTED       CGS
 ME0944
 ME0944                          STATION DESCRIPTION
 ME0944
 ME0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0944'1 MI S FROM GARY.
 ME0944'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 53 FROM ITS INTERSECTION
 ME0944'WITH U.S. HIGHWAY 6 AT GARY, IN THE NORTHWEST QUARTER OF THE
 ME0944'INTERSECTION OF 46TH AVENUE, SET VERTICALLY IN THE EAST FACE OF
 ME0944'THE SOUTHEAST CORNER OF THE SEVENTH DAY ADVENTIST SCHOOL, 1.3
 ME0944'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND 3.0 FEET
 ME0944'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2064 ***********************************************************************
 JZ2064  DESIGNATION -  A 257
 JZ2064  PID         -  JZ2064
 JZ2064  STATE/COUNTY-  IN/RUSH
 JZ2064  COUNTRY     -  US
 JZ2064  USGS QUAD   -  MILROY (2019)
 JZ2064
 JZ2064                         *CURRENT SURVEY CONTROL
 JZ2064  ______________________________________________________________________
 JZ2064* NAD 83(1986) POSITION- 39 29 48.     (N) 085 29 51.     (W)   SCALED
 JZ2064* NAVD 88 ORTHO HEIGHT -   295.378 (meters)      969.09  (feet) ADJUSTED
 JZ2064  ______________________________________________________________________
 JZ2064  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 JZ2064  DYNAMIC HEIGHT  -        295.198 (meters)      968.50  (feet) COMP
 JZ2064  MODELED GRAVITY -    980,009.0   (mgal)                       NAVD 88
 JZ2064
 JZ2064  VERT ORDER      -  SECOND    CLASS 0
 JZ2064
 JZ2064.The horizontal coordinates were scaled from a map and have
 JZ2064.an estimated accuracy of +/- 6 seconds.
 JZ2064
 JZ2064.The orthometric height was determined by differential leveling and
 JZ2064.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2064.in June 1991.
 JZ2064
 JZ2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2064.GEOID18 height accuracy estimate available here.
 JZ2064
 JZ2064.Click photographs - Photos may exist for this station.
 JZ2064
 JZ2064.The dynamic height is computed by dividing the NAVD 88
 JZ2064.geopotential number by the normal gravity value computed on the
 JZ2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2064.degrees latitude (g = 980.6199 gals.).
 JZ2064
 JZ2064.The modeled gravity was interpolated from observed gravity values.
 JZ2064
 JZ2064;                    North         East    Units  Estimated Accuracy
 JZ2064;SPC IN E     -   471,650.      114,550.      MT  (+/- 180 meters Scaled)
 JZ2064
 JZ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ291729(NAD 83)
 JZ2064
 JZ2064                          SUPERSEDED SURVEY CONTROL
 JZ2064
 JZ2064  NGVD 29 (??/??/92)  295.503  (m)          969.50   (f) ADJ UNCH    2 0
 JZ2064
 JZ2064.Superseded values are not recommended for survey control.
 JZ2064
 JZ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2064.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2064
 JZ2064_MARKER: DB = BENCH MARK DISK
 JZ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2064_STAMPING: A 257 1947
 JZ2064_MARK LOGO: CGS
 JZ2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2064+STABILITY: SURFACE MOTION
 JZ2064
 JZ2064  HISTORY     - Date     Condition        Report By
 JZ2064  HISTORY     - 1947     MONUMENTED       CGS
 JZ2064
 JZ2064                          STATION DESCRIPTION
 JZ2064
 JZ2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2064'1.6 MI W FROM MILROY.
 JZ2064'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ2064'NATIONAL BANK AT MILROY, ABOUT 1.15 MILES WEST OF THE INTERSECTION
 JZ2064'OF STATE HIGHWAY 3, AT A T FENCE CORNER POST IN THE SOUTH
 JZ2064'RIGHT-OF-WAY FENCE LINE, 275 FEET EAST OF THE PROLONGED CENTER
 JZ2064'LINE OF A DRIVEWAY LEADING TO A 1-STORY FARM HOUSE, 22 FEET
 JZ2064'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET WEST OF A
 JZ2064'POWER POLE AND IN LINE WITH THE ROW OF POLES, 3.5 FEET EAST
 JZ2064'OF THE T FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 2
 JZ2064'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 JZ2064'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ2064'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1938 ***********************************************************************
 JZ1938  DESIGNATION -  A 258
 JZ1938  PID         -  JZ1938
 JZ1938  STATE/COUNTY-  IN/DECATUR
 JZ1938  COUNTRY     -  US
 JZ1938  USGS QUAD   -  GREENSBURG (2019)
 JZ1938
 JZ1938                         *CURRENT SURVEY CONTROL
 JZ1938  ______________________________________________________________________
 JZ1938* NAD 83(1986) POSITION- 39 20 58.     (N) 085 28 45.     (W)   SCALED
 JZ1938* NAVD 88 ORTHO HEIGHT -   285.857 (meters)      937.85  (feet) ADJUSTED
 JZ1938  ______________________________________________________________________
 JZ1938  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ1938  DYNAMIC HEIGHT  -        285.679 (meters)      937.27  (feet) COMP
 JZ1938  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 JZ1938
 JZ1938  VERT ORDER      -  SECOND    CLASS 0
 JZ1938
 JZ1938.The horizontal coordinates were scaled from a map and have
 JZ1938.an estimated accuracy of +/- 6 seconds.
 JZ1938
 JZ1938.The orthometric height was determined by differential leveling and
 JZ1938.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1938.in June 1991.
 JZ1938
 JZ1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1938.GEOID18 height accuracy estimate available here.
 JZ1938
 JZ1938.Click photographs - Photos may exist for this station.
 JZ1938
 JZ1938.The dynamic height is computed by dividing the NAVD 88
 JZ1938.geopotential number by the normal gravity value computed on the
 JZ1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1938.degrees latitude (g = 980.6199 gals.).
 JZ1938
 JZ1938.The modeled gravity was interpolated from observed gravity values.
 JZ1938
 JZ1938;                    North         East    Units  Estimated Accuracy
 JZ1938;SPC IN E     -   455,310.      116,160.      MT  (+/- 180 meters Scaled)
 JZ1938
 JZ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ310566(NAD 83)
 JZ1938
 JZ1938                          SUPERSEDED SURVEY CONTROL
 JZ1938
 JZ1938  NGVD 29 (??/??/92)  285.984  (m)          938.27   (f) ADJ UNCH    2 0
 JZ1938
 JZ1938.Superseded values are not recommended for survey control.
 JZ1938
 JZ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1938.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1938
 JZ1938_MARKER: DB = BENCH MARK DISK
 JZ1938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1938_SP_SET: BOX CULVERT
 JZ1938_STAMPING: A 258 1947
 JZ1938_MARK LOGO: CGS
 JZ1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1938+STABILITY: SURFACE MOTION
 JZ1938
 JZ1938  HISTORY     - Date     Condition        Report By
 JZ1938  HISTORY     - 1947     MONUMENTED       CGS
 JZ1938
 JZ1938                          STATION DESCRIPTION
 JZ1938
 JZ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1938'1.2 MI N FROM GREENSBURG.
 JZ1938'ABOUT 1.15 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1938'AT GREENSBURG, ABOUT 0.2 MILE NORTH OF THE NORTH GREENSBURG CITY
 JZ1938'LIMIT SIGN, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 JZ1938'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 21 FEET WEST OF THE
 JZ1938'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE
 JZ1938'HEAD WALL, ABOUT 60 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM
 JZ1938'A TEXACO SERVICE STATION AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1751 ***********************************************************************
 JZ1751  DESIGNATION -  A 259
 JZ1751  PID         -  JZ1751
 JZ1751  STATE/COUNTY-  IN/RUSH
 JZ1751  COUNTRY     -  US
 JZ1751  USGS QUAD   -  RUSHVILLE (2019)
 JZ1751
 JZ1751                         *CURRENT SURVEY CONTROL
 JZ1751  ______________________________________________________________________
 JZ1751* NAD 83(1986) POSITION- 39 31 31.     (N) 085 23 10.     (W)   SCALED
 JZ1751* NAVD 88 ORTHO HEIGHT -   310.356 (meters)     1018.23  (feet) ADJUSTED
 JZ1751  ______________________________________________________________________
 JZ1751  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JZ1751  DYNAMIC HEIGHT  -        310.166 (meters)     1017.60  (feet) COMP
 JZ1751  MODELED GRAVITY -    980,008.9   (mgal)                       NAVD 88
 JZ1751
 JZ1751  VERT ORDER      -  SECOND    CLASS 0
 JZ1751
 JZ1751.The horizontal coordinates were scaled from a map and have
 JZ1751.an estimated accuracy of +/- 6 seconds.
 JZ1751
 JZ1751.The orthometric height was determined by differential leveling and
 JZ1751.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1751.in June 1991.
 JZ1751
 JZ1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1751.GEOID18 height accuracy estimate available here.
 JZ1751
 JZ1751.Click photographs - Photos may exist for this station.
 JZ1751
 JZ1751.The dynamic height is computed by dividing the NAVD 88
 JZ1751.geopotential number by the normal gravity value computed on the
 JZ1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1751.degrees latitude (g = 980.6199 gals.).
 JZ1751
 JZ1751.The modeled gravity was interpolated from observed gravity values.
 JZ1751
 JZ1751;                    North         East    Units  Estimated Accuracy
 JZ1751;SPC IN E     -   474,850.      124,120.      MT  (+/- 180 meters Scaled)
 JZ1751
 JZ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ387763(NAD 83)
 JZ1751
 JZ1751                          SUPERSEDED SURVEY CONTROL
 JZ1751
 JZ1751  NGVD 29 (??/??/92)  310.483  (m)         1018.64   (f) ADJ UNCH    2 0
 JZ1751
 JZ1751.Superseded values are not recommended for survey control.
 JZ1751
 JZ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1751.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1751
 JZ1751_MARKER: DB = BENCH MARK DISK
 JZ1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1751_STAMPING: A 259 1947
 JZ1751_MARK LOGO: CGS
 JZ1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1751+STABILITY: SURFACE MOTION
 JZ1751
 JZ1751  HISTORY     - Date     Condition        Report By
 JZ1751  HISTORY     - 1947     MONUMENTED       CGS
 JZ1751  HISTORY     - 20060627 MARK NOT FOUND   BFSINC
 JZ1751
 JZ1751                          STATION DESCRIPTION
 JZ1751
 JZ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1751'6.7 MI NE FROM MILROY.
 JZ1751'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1751'NATIONAL BANK AT MILROY, THENCE ABOUT 2.25 MILES NORTH ALONG
 JZ1751'STATE HIGHWAY 3, THENCE ABOUT 4.05 MILES EAST ALONG A GRAVEL ROAD,
 JZ1751'ABOUT 0.5 MILE WEST OF THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD,
 JZ1751'AT A T FENCE CORNER POST IN THE NORTH RIGHT-OF-WAY FENCE, 380
 JZ1751'FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A T FENCE CORNER
 JZ1751'POST IN THE SOUTH RIGHT-OF-WAY FENCE, 23 FEET EAST OF THE T FENCE
 JZ1751'CORNER POST, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JZ1751'SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 JZ1751'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1751'POST PROJECTING 4 INCHES.
 JZ1751
 JZ1751                          STATION RECOVERY (2006)
 JZ1751
 JZ1751'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1751'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1956 ***********************************************************************
 JZ1956  DESIGNATION -  A 260
 JZ1956  PID         -  JZ1956
 JZ1956  STATE/COUNTY-  IN/FRANKLIN
 JZ1956  COUNTRY     -  US
 JZ1956  USGS QUAD   -  CLARKSBURG (2019)
 JZ1956
 JZ1956                         *CURRENT SURVEY CONTROL
 JZ1956  ______________________________________________________________________
 JZ1956* NAD 83(1986) POSITION- 39 29 57.     (N) 085 17 21.     (W)   SCALED
 JZ1956* NAVD 88 ORTHO HEIGHT -   317.431 (meters)     1041.44  (feet) ADJUSTED
 JZ1956  ______________________________________________________________________
 JZ1956  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 JZ1956  DYNAMIC HEIGHT  -        317.236 (meters)     1040.80  (feet) COMP
 JZ1956  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 JZ1956
 JZ1956  VERT ORDER      -  SECOND    CLASS 0
 JZ1956
 JZ1956.The horizontal coordinates were scaled from a map and have
 JZ1956.an estimated accuracy of +/- 6 seconds.
 JZ1956
 JZ1956.The orthometric height was determined by differential leveling and
 JZ1956.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1956.in June 1991.
 JZ1956
 JZ1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1956.GEOID18 height accuracy estimate available here.
 JZ1956
 JZ1956.Click photographs - Photos may exist for this station.
 JZ1956
 JZ1956.The dynamic height is computed by dividing the NAVD 88
 JZ1956.geopotential number by the normal gravity value computed on the
 JZ1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1956.degrees latitude (g = 980.6199 gals.).
 JZ1956
 JZ1956.The modeled gravity was interpolated from observed gravity values.
 JZ1956
 JZ1956;                    North         East    Units  Estimated Accuracy
 JZ1956;SPC IN E     -   471,980.      132,470.      MT  (+/- 180 meters Scaled)
 JZ1956
 JZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471735(NAD 83)
 JZ1956
 JZ1956                          SUPERSEDED SURVEY CONTROL
 JZ1956
 JZ1956  NGVD 29 (??/??/92)  317.567  (m)         1041.88   (f) ADJ UNCH    2 0
 JZ1956
 JZ1956.Superseded values are not recommended for survey control.
 JZ1956
 JZ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1956.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1956
 JZ1956_MARKER: DB = BENCH MARK DISK
 JZ1956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1956_SP_SET: BOX CULVERT HEADWALL
 JZ1956_STAMPING: A 260 1947
 JZ1956_MARK LOGO: CGS
 JZ1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1956+STABILITY: SURFACE MOTION
 JZ1956
 JZ1956  HISTORY     - Date     Condition        Report By
 JZ1956  HISTORY     - 1947     MONUMENTED       CGS
 JZ1956
 JZ1956                          STATION DESCRIPTION
 JZ1956
 JZ1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1956'AT ANDERSONVILLE.
 JZ1956'AT ANDERSONVILLE, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 52 FROM
 JZ1956'ITS JUNCTION WITH STATE HIGHWAY 244, ABOUT 0.15 MILE EAST OF THE
 JZ1956'ANDERSONVILLE GRAMMAR SCHOOL, SET IN THE TOP OF THE CENTER OF THE
 JZ1956'SOUTH HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE
 JZ1956'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 JZ1956'EAST OF THE PROLONGED CENTER LINE OF A GRAVEL ROAD NORTH, AND
 JZ1956'ABOUT 1 FOOT BELOW THE JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1770 ***********************************************************************
 JZ1770  DESIGNATION -  A 262
 JZ1770  PID         -  JZ1770
 JZ1770  STATE/COUNTY-  IN/FRANKLIN
 JZ1770  COUNTRY     -  US
 JZ1770  USGS QUAD   -  ALPINE (2019)
 JZ1770
 JZ1770                         *CURRENT SURVEY CONTROL
 JZ1770  ______________________________________________________________________
 JZ1770* NAD 83(1986) POSITION- 39 30 10.     (N) 085 11 18.     (W)   SCALED
 JZ1770* NAVD 88 ORTHO HEIGHT -   225.068 (meters)      738.41  (feet) ADJUSTED
 JZ1770  ______________________________________________________________________
 JZ1770  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1770  DYNAMIC HEIGHT  -        224.930 (meters)      737.96  (feet) COMP
 JZ1770  MODELED GRAVITY -    980,007.8   (mgal)                       NAVD 88
 JZ1770
 JZ1770  VERT ORDER      -  SECOND    CLASS 0
 JZ1770
 JZ1770.The horizontal coordinates were scaled from a map and have
 JZ1770.an estimated accuracy of +/- 6 seconds.
 JZ1770
 JZ1770.The orthometric height was determined by differential leveling and
 JZ1770.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1770.in June 1991.
 JZ1770
 JZ1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1770.GEOID18 height accuracy estimate available here.
 JZ1770
 JZ1770.Click photographs - Photos may exist for this station.
 JZ1770
 JZ1770.The dynamic height is computed by dividing the NAVD 88
 JZ1770.geopotential number by the normal gravity value computed on the
 JZ1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1770.degrees latitude (g = 980.6199 gals.).
 JZ1770
 JZ1770.The modeled gravity was interpolated from observed gravity values.
 JZ1770
 JZ1770;                    North         East    Units  Estimated Accuracy
 JZ1770;SPC IN E     -   472,420.      141,140.      MT  (+/- 180 meters Scaled)
 JZ1770
 JZ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ557741(NAD 83)
 JZ1770
 JZ1770                          SUPERSEDED SURVEY CONTROL
 JZ1770
 JZ1770  NGVD 29 (??/??/92)  225.213  (m)          738.89   (f) ADJ UNCH    2 0
 JZ1770
 JZ1770.Superseded values are not recommended for survey control.
 JZ1770
 JZ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1770.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1770
 JZ1770_MARKER: DB = BENCH MARK DISK
 JZ1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1770_SP_SET: FOUNDATION
 JZ1770_STAMPING: A 262 1947
 JZ1770_MARK LOGO: CGS
 JZ1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1770
 JZ1770  HISTORY     - Date     Condition        Report By
 JZ1770  HISTORY     - 1947     MONUMENTED       CGS
 JZ1770  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1770  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JZ1770
 JZ1770                          STATION DESCRIPTION
 JZ1770
 JZ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1770'AT LAUREL.
 JZ1770'AT LAUREL, ABOUT 0.15 MILE WEST OF THE MAIN CROSSROADS, SET
 JZ1770'VERTICALLY IN THE SOUTHWEST FACE AT THE SOUTH CORNER OF THE
 JZ1770'LIMESTONE FOUNDATION OF THE HIGH SCHOOL BUILDING, 3.7 FEET
 JZ1770'NORTHWEST OF THE SOUTH CORNER AND 3.2 FEET ABOVE THE GROUND.
 JZ1770
 JZ1770                          STATION RECOVERY (1986)
 JZ1770
 JZ1770'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1770'MARK NOT FOUND.
 JZ1770
 JZ1770                          STATION RECOVERY (2005)
 JZ1770
 JZ1770'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1770'THE SCHOOL BUILDING IS NO LONGER HERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1798 ***********************************************************************
 JZ1798  DESIGNATION -  A 263
 JZ1798  PID         -  JZ1798
 JZ1798  STATE/COUNTY-  IN/FRANKLIN
 JZ1798  COUNTRY     -  US
 JZ1798  USGS QUAD   -  EVERTON (2019)
 JZ1798
 JZ1798                         *CURRENT SURVEY CONTROL
 JZ1798  ______________________________________________________________________
 JZ1798* NAD 83(1986) POSITION- 39 31 31.     (N) 085 04 22.     (W)   SCALED
 JZ1798* NAVD 88 ORTHO HEIGHT -   272.974 (meters)      895.58  (feet) ADJUSTED
 JZ1798  ______________________________________________________________________
 JZ1798  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ1798  DYNAMIC HEIGHT  -        272.806 (meters)      895.03  (feet) COMP
 JZ1798  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JZ1798
 JZ1798  VERT ORDER      -  SECOND    CLASS 0
 JZ1798
 JZ1798.The horizontal coordinates were scaled from a map and have
 JZ1798.an estimated accuracy of +/- 6 seconds.
 JZ1798
 JZ1798.The orthometric height was determined by differential leveling and
 JZ1798.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1798.in June 1991.
 JZ1798
 JZ1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1798.GEOID18 height accuracy estimate available here.
 JZ1798
 JZ1798.Click photographs - Photos may exist for this station.
 JZ1798
 JZ1798.The dynamic height is computed by dividing the NAVD 88
 JZ1798.geopotential number by the normal gravity value computed on the
 JZ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1798.degrees latitude (g = 980.6199 gals.).
 JZ1798
 JZ1798.The modeled gravity was interpolated from observed gravity values.
 JZ1798
 JZ1798;                    North         East    Units  Estimated Accuracy
 JZ1798;SPC IN E     -   474,980.      151,060.      MT  (+/- 180 meters Scaled)
 JZ1798
 JZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ656768(NAD 83)
 JZ1798
 JZ1798                          SUPERSEDED SURVEY CONTROL
 JZ1798
 JZ1798  NGVD 29 (??/??/92)  273.122  (m)          896.07   (f) ADJ UNCH    2 0
 JZ1798
 JZ1798.Superseded values are not recommended for survey control.
 JZ1798
 JZ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1798.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1798
 JZ1798_MARKER: DB = BENCH MARK DISK
 JZ1798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1798_SP_SET: BRIDGE
 JZ1798_STAMPING: A 263 1947
 JZ1798_MARK LOGO: CGS
 JZ1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1798
 JZ1798  HISTORY     - Date     Condition        Report By
 JZ1798  HISTORY     - 1947     MONUMENTED       CGS
 JZ1798
 JZ1798                          STATION DESCRIPTION
 JZ1798
 JZ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1798'7.9 MI W FROM FAIRFIELD.
 JZ1798'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM
 JZ1798'THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES NORTH,
 JZ1798'ABOUT 2.9 MILES WEST, ABOUT 1.15 MILES SOUTH AND ABOUT 1.25 MILES
 JZ1798'WEST ALONG GRAVEL ROADS, AT A CONCRETE BRIDGE OVER THE EAST FORK
 JZ1798'OF DUCK CREEK, SET IN THE TOP OF THE NORTHEAST END OF THE
 JZ1798'SOUTHEAST HEAD WALL OF THE BRIDGE, 8.5 FEET SOUTHEAST AND ABOUT
 JZ1798'LEVEL WITH THE CENTER LINE OF THE ROAD.  NOTE-- MARK MAY BE
 JZ1798'REACHED FROM THE MAIN CROSSROADS AT LAUREL, FRANKLIN COUNTY BY
 JZ1798'GOING ABOUT 7.05 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD TO
 JZ1798'THE JUNCTION OF STATE HIGHWAY 1, THENCE ABOUT 0.15 MILE NORTH
 JZ1798'ALONG HIGHWAY 1, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0588 ***********************************************************************
 JZ0588  DESIGNATION -  A 264
 JZ0588  PID         -  JZ0588
 JZ0588  STATE/COUNTY-  IN/DEARBORN
 JZ0588  COUNTRY     -  US
 JZ0588  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0588
 JZ0588                         *CURRENT SURVEY CONTROL
 JZ0588  ______________________________________________________________________
 JZ0588* NAD 83(1986) POSITION- 39 17 07.     (N) 084 58 07.     (W)   SCALED
 JZ0588* NAVD 88 ORTHO HEIGHT -   311.534 (meters)     1022.09  (feet) ADJUSTED
 JZ0588  ______________________________________________________________________
 JZ0588  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ0588  DYNAMIC HEIGHT  -        311.341 (meters)     1021.46  (feet) COMP
 JZ0588  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ0588
 JZ0588  VERT ORDER      -  SECOND    CLASS 0
 JZ0588
 JZ0588.The horizontal coordinates were scaled from a map and have
 JZ0588.an estimated accuracy of +/- 6 seconds.
 JZ0588
 JZ0588.The orthometric height was determined by differential leveling and
 JZ0588.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0588.in June 1991.
 JZ0588
 JZ0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0588.GEOID18 height accuracy estimate available here.
 JZ0588
 JZ0588.Click photographs - Photos may exist for this station.
 JZ0588
 JZ0588.The dynamic height is computed by dividing the NAVD 88
 JZ0588.geopotential number by the normal gravity value computed on the
 JZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0588.degrees latitude (g = 980.6199 gals.).
 JZ0588
 JZ0588.The modeled gravity was interpolated from observed gravity values.
 JZ0588
 JZ0588;                    North         East    Units  Estimated Accuracy
 JZ0588;SPC IN E     -   448,400.      160,230.      MT  (+/- 180 meters Scaled)
 JZ0588
 JZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ752504(NAD 83)
 JZ0588
 JZ0588                          SUPERSEDED SURVEY CONTROL
 JZ0588
 JZ0588  NGVD 29 (??/??/92)  311.718  (m)         1022.69   (f) ADJ UNCH    2 0
 JZ0588
 JZ0588.Superseded values are not recommended for survey control.
 JZ0588
 JZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0588.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0588
 JZ0588_MARKER: DB = BENCH MARK DISK
 JZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0588_STAMPING: A 264 1947
 JZ0588_MARK LOGO: CGS
 JZ0588_PROJECTION: PROJECTING 12 CENTIMETERS
 JZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0588+STABILITY: SURFACE MOTION
 JZ0588
 JZ0588  HISTORY     - Date     Condition        Report By
 JZ0588  HISTORY     - 1947     MONUMENTED       CGS
 JZ0588
 JZ0588                          STATION DESCRIPTION
 JZ0588
 JZ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0588'1.2 MI SW FROM ST LEON.
 JZ0588'0.7 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0588'ST. LEON, THENCE ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 46,
 JZ0588'AT THE ST. LEON AIRPORT, ALONG THE WEST BOUNDARY FENCE LINE
 JZ0588'ABOUT 0.2 MILE NORTH OF THE MAIN HANGAR, 4 FEET SOUTH OF A T
 JZ0588'FENCE CORNER IN THE WEST BOUNDARY FENCE LINE, 2 FEET EAST OF THE
 JZ0588'NORTH-SOUTH FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ0588'POST, ABOUT LEVEL WITH THE LANDING STRIP AND SET IN THE TOP OF A
 JZ0588'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2029 ***********************************************************************
 JZ2029  DESIGNATION -  A 265
 JZ2029  PID         -  JZ2029
 JZ2029  STATE/COUNTY-  IN/FRANKLIN
 JZ2029  COUNTRY     -  US
 JZ2029  USGS QUAD   -  SPADES (2019)
 JZ2029
 JZ2029                         *CURRENT SURVEY CONTROL
 JZ2029  ______________________________________________________________________
 JZ2029* NAD 83(1986) POSITION- 39 21 31.     (N) 085 04 17.     (W)   SCALED
 JZ2029* NAVD 88 ORTHO HEIGHT -   298.899 (meters)      980.64  (feet) ADJUSTED
 JZ2029  ______________________________________________________________________
 JZ2029  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ2029  DYNAMIC HEIGHT  -        298.713 (meters)      980.03  (feet) COMP
 JZ2029  MODELED GRAVITY -    979,997.0   (mgal)                       NAVD 88
 JZ2029
 JZ2029  VERT ORDER      -  SECOND    CLASS 0
 JZ2029
 JZ2029.The horizontal coordinates were scaled from a map and have
 JZ2029.an estimated accuracy of +/- 6 seconds.
 JZ2029
 JZ2029.The orthometric height was determined by differential leveling and
 JZ2029.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2029.in June 1991.
 JZ2029
 JZ2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2029.GEOID18 height accuracy estimate available here.
 JZ2029
 JZ2029.Click photographs - Photos may exist for this station.
 JZ2029
 JZ2029.The dynamic height is computed by dividing the NAVD 88
 JZ2029.geopotential number by the normal gravity value computed on the
 JZ2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2029.degrees latitude (g = 980.6199 gals.).
 JZ2029
 JZ2029.The modeled gravity was interpolated from observed gravity values.
 JZ2029
 JZ2029;                    North         East    Units  Estimated Accuracy
 JZ2029;SPC IN E     -   456,480.      151,300.      MT  (+/- 180 meters Scaled)
 JZ2029
 JZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ661583(NAD 83)
 JZ2029
 JZ2029                          SUPERSEDED SURVEY CONTROL
 JZ2029
 JZ2029  NGVD 29 (??/??/92)  299.067  (m)          981.19   (f) ADJ UNCH    2 0
 JZ2029
 JZ2029.Superseded values are not recommended for survey control.
 JZ2029
 JZ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2029.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2029
 JZ2029_MARKER: DB = BENCH MARK DISK
 JZ2029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2029_SP_SET: TOWER FOUNDATION
 JZ2029_STAMPING: A 265 1947
 JZ2029_MARK LOGO: CGS
 JZ2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2029
 JZ2029  HISTORY     - Date     Condition        Report By
 JZ2029  HISTORY     - 1947     MONUMENTED       CGS
 JZ2029  HISTORY     - 20230314 MARK NOT FOUND   INDOT
 JZ2029
 JZ2029                          STATION DESCRIPTION
 JZ2029
 JZ2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2029'5.2 MI NW FROM ST PETER.
 JZ2029'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JZ2029'CATHOLIC CHURCH AT ST. PETER, THENCE ABOUT 1.05 MILE NORTH,
 JZ2029'ABOUT 0.25 MILE EAST AND 1.3 MILE NORTH ALONG GRAVEL ROADS, AT
 JZ2029'THE T JUNCTION OF AN EAST-WEST GRAVEL ROAD AND AT AN AIRWAY
 JZ2029'BEACON, 47 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2029'44 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET
 JZ2029'IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF THE
 JZ2029'BEACON TOWER AND ABOUT 2 FEET ABOVE THE JUNCTION.
 JZ2029
 JZ2029                          STATION RECOVERY (2023)
 JZ2029
 JZ2029'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0180 ***********************************************************************
 KA0180  DESIGNATION -  A 266
 KA0180  PID         -  KA0180
 KA0180  STATE/COUNTY-  IN/MARION
 KA0180  COUNTRY     -  US
 KA0180  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0180
 KA0180                         *CURRENT SURVEY CONTROL
 KA0180  ______________________________________________________________________
 KA0180* NAD 83(1986) POSITION- 39 45 16.     (N) 086 07 15.     (W)   SCALED
 KA0180* NAVD 88 ORTHO HEIGHT -   230.682 (meters)      756.83  (feet) POSTED
 KA0180  ______________________________________________________________________
 KA0180  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 KA0180  DYNAMIC HEIGHT  -        230.55  (meters)      756.4   (feet) COMP
 KA0180  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 KA0180
 KA0180  VERT ORDER      -  * POSTED, SEE BELOW
 KA0180
 KA0180.The horizontal coordinates were scaled from a map and have
 KA0180.an estimated accuracy of +/- 6 seconds.
 KA0180
 KA0180.The orthometric height was determined by differential leveling
 KA0180.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0180
 KA0180.* This is a POSTED BENCH MARK height.
 KA0180
 KA0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0180.GEOID18 height accuracy estimate available here.
 KA0180
 KA0180.Click photographs - Photos may exist for this station.
 KA0180
 KA0180.The dynamic height is computed by dividing the NAVD 88
 KA0180.geopotential number by the normal gravity value computed on the
 KA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0180.degrees latitude (g = 980.6199 gals.).
 KA0180
 KA0180.The modeled gravity was interpolated from observed gravity values.
 KA0180
 KA0180;                    North         East    Units  Estimated Accuracy
 KA0180;SPC IN E     -   500,350.       61,080.      MT  (+/- 180 meters Scaled)
 KA0180
 KA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK753008(NAD 83)
 KA0180
 KA0180                          SUPERSEDED SURVEY CONTROL
 KA0180
 KA0180  NGVD 29 (??/??/92)  230.816  (m)          757.27   (f) ADJ UNCH    1 2
 KA0180
 KA0180.Superseded values are not recommended for survey control.
 KA0180
 KA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0180.See file dsdata.pdf to determine how the superseded data were derived.
 KA0180
 KA0180_MARKER: DB = BENCH MARK DISK
 KA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0180_STAMPING: A 266 1947
 KA0180_MARK LOGO: CGS
 KA0180_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0180+STABILITY: SURFACE MOTION
 KA0180
 KA0180  HISTORY     - Date     Condition        Report By
 KA0180  HISTORY     - 1947     MONUMENTED       CGS
 KA0180  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0180  HISTORY     - 1976     GOOD             LOCSUR
 KA0180  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0180  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA0180  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 KA0180
 KA0180                          STATION DESCRIPTION
 KA0180
 KA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0180'AT INDIANAPOLIS.
 KA0180'AT INDIANAPOLIS, ABOUT 2.15 MILES SOUTHEAST ALONG THE NEW YORK
 KA0180'CENTRAL RAILROAD FROM THE UNION STATION AT INDIANAPOLIS, SET IN
 KA0180'THE NORTHEAST ANGLE OF THE CROSSING OF SOUTH KEYSTONE AVENUE,
 KA0180'23 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET EAST OF THE
 KA0180'CENTER LINE OF SOUTH KEYSTONE AVENUE, 9.5 FEET EAST OF POLE 107/17,
 KA0180'8.5 FEET NORTHWEST OF THE NORTHWEST LEG OF SIGNAL CONTROL BOX,
 KA0180'6 FEET EAST OF A SWITCH STAND FOR A SIDE TRACK, 1.5 FEET EAST OF A
 KA0180'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 KA0180'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0180
 KA0180                          STATION RECOVERY (1967)
 KA0180
 KA0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0180'MARK NOT FOUND.
 KA0180
 KA0180                          STATION RECOVERY (1976)
 KA0180
 KA0180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0180'RECOVERED IN GOOD CONDITION.
 KA0180
 KA0180                          STATION RECOVERY (1986)
 KA0180
 KA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0180'MARK NOT FOUND.
 KA0180
 KA0180                          STATION RECOVERY (1995)
 KA0180
 KA0180'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0180'MARK NOT FOUND.
 KA0180
 KA0180                          STATION RECOVERY (1998)
 KA0180
 KA0180'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2242 ***********************************************************************
 JZ2242  DESIGNATION -  A 267
 JZ2242  PID         -  JZ2242
 JZ2242  STATE/COUNTY-  IN/DECATUR
 JZ2242  COUNTRY     -  US
 JZ2242  USGS QUAD   -  HARTSVILLE (2019)
 JZ2242
 JZ2242                         *CURRENT SURVEY CONTROL
 JZ2242  ______________________________________________________________________
 JZ2242* NAD 83(1986) POSITION- 39 15 56.     (N) 085 37 37.     (W)   SCALED
 JZ2242* NAVD 88 ORTHO HEIGHT -   249.929 (meters)      819.98  (feet) ADJUSTED
 JZ2242  ______________________________________________________________________
 JZ2242  GEOID HEIGHT    -        -34.108 (meters)                     GEOID18
 JZ2242  DYNAMIC HEIGHT  -        249.773 (meters)      819.46  (feet) COMP
 JZ2242  MODELED GRAVITY -    979,997.9   (mgal)                       NAVD 88
 JZ2242
 JZ2242  VERT ORDER      -  SECOND    CLASS 0
 JZ2242
 JZ2242.The horizontal coordinates were scaled from a map and have
 JZ2242.an estimated accuracy of +/- 6 seconds.
 JZ2242
 JZ2242.The orthometric height was determined by differential leveling and
 JZ2242.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2242.in June 1991.
 JZ2242
 JZ2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2242.GEOID18 height accuracy estimate available here.
 JZ2242
 JZ2242.Click photographs - Photos may exist for this station.
 JZ2242
 JZ2242.The dynamic height is computed by dividing the NAVD 88
 JZ2242.geopotential number by the normal gravity value computed on the
 JZ2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2242.degrees latitude (g = 980.6199 gals.).
 JZ2242
 JZ2242.The modeled gravity was interpolated from observed gravity values.
 JZ2242
 JZ2242;                    North         East    Units  Estimated Accuracy
 JZ2242;SPC IN E     -   445,980.      103,430.      MT  (+/- 180 meters Scaled)
 JZ2242
 JZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ184471(NAD 83)
 JZ2242
 JZ2242                          SUPERSEDED SURVEY CONTROL
 JZ2242
 JZ2242  NGVD 29 (??/??/92)  250.048  (m)          820.37   (f) ADJ UNCH    2 0
 JZ2242
 JZ2242.Superseded values are not recommended for survey control.
 JZ2242
 JZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2242.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2242
 JZ2242_MARKER: DB = BENCH MARK DISK
 JZ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2242_STAMPING: A 267 1947
 JZ2242_MARK LOGO: CGS
 JZ2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2242+STABILITY: SURFACE MOTION
 JZ2242
 JZ2242  HISTORY     - Date     Condition        Report By
 JZ2242  HISTORY     - 1947     MONUMENTED       CGS
 JZ2242
 JZ2242                          STATION DESCRIPTION
 JZ2242
 JZ2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2242'4.2 MI SE FROM BURNEY.
 JZ2242'ABOUT 3.7 MILES SOUTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ2242'POST OFFICE AT BURNEY, THENCE 0.5 MILE EAST ALONG A GRAVEL
 JZ2242'ROAD, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A ROAD LEADING
 JZ2242'NORTH, 19 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2242'43 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD NORTH, 5 FEET
 JZ2242'NORTHEAST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A FENCE LINE,
 JZ2242'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2242'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2242'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2234 ***********************************************************************
 JZ2234  DESIGNATION -  A 268
 JZ2234  PID         -  JZ2234
 JZ2234  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2234  COUNTRY     -  US
 JZ2234  USGS QUAD   -  HARTSVILLE (2019)
 JZ2234
 JZ2234                         *CURRENT SURVEY CONTROL
 JZ2234  ______________________________________________________________________
 JZ2234* NAD 83(1986) POSITION- 39 15 24.     (N) 085 42 33.     (W)   SCALED
 JZ2234* NAVD 88 ORTHO HEIGHT -   208.587 (meters)      684.34  (feet) ADJUSTED
 JZ2234  ______________________________________________________________________
 JZ2234  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 JZ2234  DYNAMIC HEIGHT  -        208.458 (meters)      683.92  (feet) COMP
 JZ2234  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 JZ2234
 JZ2234  VERT ORDER      -  SECOND    CLASS 0
 JZ2234
 JZ2234.The horizontal coordinates were scaled from a map and have
 JZ2234.an estimated accuracy of +/- 6 seconds.
 JZ2234
 JZ2234.The orthometric height was determined by differential leveling and
 JZ2234.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2234.in June 1991.
 JZ2234
 JZ2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2234.GEOID18 height accuracy estimate available here.
 JZ2234
 JZ2234.Click photographs - Photos may exist for this station.
 JZ2234
 JZ2234.The dynamic height is computed by dividing the NAVD 88
 JZ2234.geopotential number by the normal gravity value computed on the
 JZ2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2234.degrees latitude (g = 980.6199 gals.).
 JZ2234
 JZ2234.The modeled gravity was interpolated from observed gravity values.
 JZ2234
 JZ2234;                    North         East    Units  Estimated Accuracy
 JZ2234;SPC IN E     -   444,990.       96,330.      MT  (+/- 180 meters Scaled)
 JZ2234
 JZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ113460(NAD 83)
 JZ2234
 JZ2234                          SUPERSEDED SURVEY CONTROL
 JZ2234
 JZ2234  NGVD 29 (??/??/92)  208.707  (m)          684.73   (f) ADJ UNCH    2 0
 JZ2234
 JZ2234.Superseded values are not recommended for survey control.
 JZ2234
 JZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2234.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2234
 JZ2234_MARKER: DB = BENCH MARK DISK
 JZ2234_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2234_SP_SET: BOX CULVERT HEADWALL
 JZ2234_STAMPING: A 268 1947
 JZ2234_MARK LOGO: CGS
 JZ2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2234+STABILITY: SURFACE MOTION
 JZ2234
 JZ2234  HISTORY     - Date     Condition        Report By
 JZ2234  HISTORY     - 1947     MONUMENTED       CGS
 JZ2234  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2234
 JZ2234                          STATION DESCRIPTION
 JZ2234
 JZ2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2234'1.1 MI SW FROM HARTSVILLE.
 JZ2234'ABOUT 1.1 MILE SOUTHWEST ALONG STATE HIGHWAY 46 FROM THE VILLAGE
 JZ2234'PARK AT HARTSVILLE, AT WAYNE MOBLEY AND SONS FARM, 30.5 FEET
 JZ2234'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTHEAST
 JZ2234'OF THE CENTER LINE OF THE DRIVEWAY TO THE FARM HOUSE, SET IN
 JZ2234'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 JZ2234'6-FOOT CONCRETE BOX CULVERT ABOUT 3 1/2 FEET BELOW HIGHWAY LEVEL.
 JZ2234
 JZ2234                          STATION RECOVERY (2022)
 JZ2234
 JZ2234'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2341 ***********************************************************************
 JZ2341  DESIGNATION -  A 269
 JZ2341  PID         -  JZ2341
 JZ2341  STATE/COUNTY-  IN/SHELBY
 JZ2341  COUNTRY     -  US
 JZ2341  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2341
 JZ2341                         *CURRENT SURVEY CONTROL
 JZ2341  ______________________________________________________________________
 JZ2341* NAD 83(1986) POSITION- 39 33 26.     (N) 085 49 05.     (W)   SCALED
 JZ2341* NAVD 88 ORTHO HEIGHT -   234.251 (meters)      768.54  (feet) ADJUSTED
 JZ2341  ______________________________________________________________________
 JZ2341  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 JZ2341  DYNAMIC HEIGHT  -        234.115 (meters)      768.09  (feet) COMP
 JZ2341  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 JZ2341
 JZ2341  VERT ORDER      -  FIRST     CLASS II
 JZ2341
 JZ2341.The horizontal coordinates were scaled from a map and have
 JZ2341.an estimated accuracy of +/- 6 seconds.
 JZ2341
 JZ2341.The orthometric height was determined by differential leveling and
 JZ2341.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2341.in June 1991.
 JZ2341
 JZ2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2341.GEOID18 height accuracy estimate available here.
 JZ2341
 JZ2341.Click photographs - Photos may exist for this station.
 JZ2341
 JZ2341.The dynamic height is computed by dividing the NAVD 88
 JZ2341.geopotential number by the normal gravity value computed on the
 JZ2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2341.degrees latitude (g = 980.6199 gals.).
 JZ2341
 JZ2341.The modeled gravity was interpolated from observed gravity values.
 JZ2341
 JZ2341;                    North         East    Units  Estimated Accuracy
 JZ2341;SPC IN E     -   478,370.       86,990.      MT  (+/- 180 meters Scaled)
 JZ2341
 JZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ015792(NAD 83)
 JZ2341
 JZ2341                          SUPERSEDED SURVEY CONTROL
 JZ2341
 JZ2341  NGVD 29 (??/??/92)  234.366  (m)          768.92   (f) ADJ UNCH    1 2
 JZ2341
 JZ2341.Superseded values are not recommended for survey control.
 JZ2341
 JZ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2341.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2341
 JZ2341_MARKER: DB = BENCH MARK DISK
 JZ2341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2341_SP_SET: HEADWALL
 JZ2341_STAMPING: A 269 1947
 JZ2341_MARK LOGO: CGS
 JZ2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2341+STABILITY: SURFACE MOTION
 JZ2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2341+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2024
 JZ2341
 JZ2341  HISTORY     - Date     Condition        Report By
 JZ2341  HISTORY     - 1947     MONUMENTED       CGS
 JZ2341  HISTORY     - 1986     GOOD             NGS
 JZ2341  HISTORY     - 20081014 MARK NOT FOUND   INDNR
 JZ2341  HISTORY     - 20240424 POOR             MCA
 JZ2341
 JZ2341                          STATION DESCRIPTION
 JZ2341
 JZ2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2341'3.4 MI NW FROM SHELBYVILLE.
 JZ2341'ABOUT 3.35 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2341'FROM THE STATION AT SHELBYVILLE, SET IN THE TOP OF THE SOUTHEAST
 JZ2341'END OF THE NORTHEAST HEAD WALL OF 12-FOOT CONCRETE CULVERT NO.
 JZ2341'418, 7 FEET NORTHEAST OF AND ABOUT 1 FOOT BELOW THE NORTHEAST
 JZ2341'RAIL.  NOTE-- MARK IS ABOUT 3.2 MILES SOUTHEAST OF THE STATION
 JZ2341'AT FAIRLAND.
 JZ2341
 JZ2341                          STATION RECOVERY (1986)
 JZ2341
 JZ2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2341'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.4 KM (2.75
 JZ2341'MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2341'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.3 KM (1.45 MI) SOUTHERLY
 JZ2341'ALONG STATE HIGHWAY 9, THENCE 4.6 KM (2.85 MI) NORTHWESTERLY ALONG THE
 JZ2341'CONRAIL RAILROAD.
 JZ2341
 JZ2341                          STATION RECOVERY (2008)
 JZ2341
 JZ2341'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RWW)
 JZ2341'RAILROAD HAS PERFORMED MAINTENANCE WORK ON THE CULVERT.  THE MARK IS
 JZ2341'EITHER COVERED BY THE REPAIR WORK OR DESTROYED.
 JZ2341
 JZ2341                          STATION RECOVERY (2024)
 JZ2341
 JZ2341'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 JZ2341'THE RAILROAD TRACKS AND BALLAST HAVE BEEN MODIFIED.  A LARGE CONCRETE
 JZ2341'RETAINING WALL HAS BEEN PLACED ON TOP OF THE ORIGINAL HEAD WALL.  THE
 JZ2341'ORIGINAL DISK IS THERE AND IS UNUSABLE.  THE ORIGINAL HEAD WALL
 JZ2341'CONCRETE HAS DETERIORATED ALLOWING THE DISC TO BE VIEWED IF YOU CROUCH
 JZ2341'DOWN AND LOOK BENEATH THE NEW CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0417 ***********************************************************************
 LB0417  DESIGNATION -  A 27
 LB0417  PID         -  LB0417
 LB0417  STATE/COUNTY-  IN/HOWARD
 LB0417  COUNTRY     -  US
 LB0417  USGS QUAD   -  KOKOMO EAST (2019)
 LB0417
 LB0417                         *CURRENT SURVEY CONTROL
 LB0417  ______________________________________________________________________
 LB0417* NAD 83(1986) POSITION- 40 29 32.     (N) 086 00 06.     (W)   SCALED
 LB0417* NAVD 88 ORTHO HEIGHT -   253.425 (meters)      831.45  (feet) ADJUSTED
 LB0417  ______________________________________________________________________
 LB0417  GEOID HEIGHT    -        -34.407 (meters)                     GEOID18
 LB0417  DYNAMIC HEIGHT  -        253.294 (meters)      831.02  (feet) COMP
 LB0417  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 LB0417
 LB0417  VERT ORDER      -  SECOND    CLASS 0
 LB0417
 LB0417.The horizontal coordinates were scaled from a map and have
 LB0417.an estimated accuracy of +/- 6 seconds.
 LB0417
 LB0417.The orthometric height was determined by differential leveling and
 LB0417.adjusted by the NATIONAL GEODETIC SURVEY
 LB0417.in June 1991.
 LB0417
 LB0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0417.GEOID18 height accuracy estimate available here.
 LB0417
 LB0417.Click photographs - Photos may exist for this station.
 LB0417
 LB0417.The dynamic height is computed by dividing the NAVD 88
 LB0417.geopotential number by the normal gravity value computed on the
 LB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0417.degrees latitude (g = 980.6199 gals.).
 LB0417
 LB0417.The modeled gravity was interpolated from observed gravity values.
 LB0417
 LB0417;                    North         East    Units  Estimated Accuracy
 LB0417;SPC IN E     -   582,230.       71,600.      MT  (+/- 180 meters Scaled)
 LB0417
 LB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK846828(NAD 83)
 LB0417
 LB0417                          SUPERSEDED SURVEY CONTROL
 LB0417
 LB0417  NGVD 29 (??/??/92)  253.548  (m)          831.85   (f) ADJ UNCH    2 0
 LB0417
 LB0417.Superseded values are not recommended for survey control.
 LB0417
 LB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0417.See file dsdata.pdf to determine how the superseded data were derived.
 LB0417
 LB0417_MARKER: DB = BENCH MARK DISK
 LB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0417_STAMPING: A 27 1934
 LB0417_MARK LOGO: CGS
 LB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0417+STABILITY: SURFACE MOTION
 LB0417
 LB0417  HISTORY     - Date     Condition        Report By
 LB0417  HISTORY     - 1934     MONUMENTED       CGS
 LB0417  HISTORY     - 1946     GOOD             CGS
 LB0417  HISTORY     - 1960     POOR             USGS
 LB0417
 LB0417                          STATION DESCRIPTION
 LB0417
 LB0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0417'2 MI W FROM GREENTOWN.
 LB0417'2.0 MILES WEST ALONG THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD FROM
 LB0417'THE STATION AT GREENTOWN, 14 1/2 RAILS WEST OF BRIDGE NO. 173/79,
 LB0417'ABOUT 80 YARDS SOUTHWEST OF A.W. MILLERS FARM HOUSE, AT A BLACK
 LB0417'TOP ROAD CROSSING, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LB0417'24 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 2 POLES
 LB0417'WEST OF POLE NO. 173/35, 10 FEET NORTHEAST OF A TELEPHONE POLE,
 LB0417'ABOUT 3.5 FEET BELOW THE RAIL, AND SET IN THE TOP OF A CONCRETE
 LB0417'POST PROJECTING 5 INCHES.
 LB0417
 LB0417                          STATION RECOVERY (1960)
 LB0417
 LB0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB0417'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2171 ***********************************************************************
 JZ2171  DESIGNATION -  A 270
 JZ2171  PID         -  JZ2171
 JZ2171  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2171  COUNTRY     -  US
 JZ2171  USGS QUAD   -  GRAMMER (2019)
 JZ2171
 JZ2171                         *CURRENT SURVEY CONTROL
 JZ2171  ______________________________________________________________________
 JZ2171* NAD 83(1986) POSITION- 39 12 37.     (N) 085 44 36.     (W)   SCALED
 JZ2171* NAVD 88 ORTHO HEIGHT -   216.019 (meters)      708.72  (feet) ADJUSTED
 JZ2171  ______________________________________________________________________
 JZ2171  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ2171  DYNAMIC HEIGHT  -        215.885 (meters)      708.28  (feet) COMP
 JZ2171  MODELED GRAVITY -    980,002.5   (mgal)                       NAVD 88
 JZ2171
 JZ2171  VERT ORDER      -  SECOND    CLASS 0
 JZ2171
 JZ2171.The horizontal coordinates were scaled from a map and have
 JZ2171.an estimated accuracy of +/- 6 seconds.
 JZ2171
 JZ2171.The orthometric height was determined by differential leveling and
 JZ2171.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2171.in June 1991.
 JZ2171
 JZ2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2171.GEOID18 height accuracy estimate available here.
 JZ2171
 JZ2171.Click photographs - Photos may exist for this station.
 JZ2171
 JZ2171.The dynamic height is computed by dividing the NAVD 88
 JZ2171.geopotential number by the normal gravity value computed on the
 JZ2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2171.degrees latitude (g = 980.6199 gals.).
 JZ2171
 JZ2171.The modeled gravity was interpolated from observed gravity values.
 JZ2171
 JZ2171;                    North         East    Units  Estimated Accuracy
 JZ2171;SPC IN E     -   439,840.       93,380.      MT  (+/- 180 meters Scaled)
 JZ2171
 JZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ084408(NAD 83)
 JZ2171
 JZ2171                          SUPERSEDED SURVEY CONTROL
 JZ2171
 JZ2171  NGVD 29 (??/??/92)  216.138  (m)          709.11   (f) ADJ UNCH    2 0
 JZ2171
 JZ2171.Superseded values are not recommended for survey control.
 JZ2171
 JZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2171.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2171
 JZ2171_MARKER: DB = BENCH MARK DISK
 JZ2171_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2171_SP_SET: BOX CULVERT HEADWALL
 JZ2171_STAMPING: A 270 1947
 JZ2171_MARK LOGO: CGS
 JZ2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2171+STABILITY: SURFACE MOTION
 JZ2171
 JZ2171  HISTORY     - Date     Condition        Report By
 JZ2171  HISTORY     - 1947     MONUMENTED       CGS
 JZ2171
 JZ2171                          STATION DESCRIPTION
 JZ2171
 JZ2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2171'1.6 MI SE FROM NEWBERN.
 JZ2171'ABOUT 1.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2171'NEWBERN, THENCE ABOUT 0.15 MILE EAST ALONG A COUNTY ROAD, SET
 JZ2171'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 10-FOOT
 JZ2171'CONCRETE BOX CULVERT, 13.5 FEET SOUTH OF AND ABOUT 2 FEET ABOVE
 JZ2171'THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2084 ***********************************************************************
 JZ2084  DESIGNATION -  A 271
 JZ2084  PID         -  JZ2084
 JZ2084  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2084  COUNTRY     -  US
 JZ2084  USGS QUAD   -  COLUMBUS (2019)
 JZ2084
 JZ2084                         *CURRENT SURVEY CONTROL
 JZ2084  ______________________________________________________________________
 JZ2084* NAD 83(2011) POSITION- 39 14 45.66004(N) 085 53 40.88686(W)   ADJUSTED
 JZ2084* NAD 83(2011) ELLIP HT-   162.749 (meters)        (10/06/17)   ADJUSTED
 JZ2084* NAD 83(2011) EPOCH   -  2010.00
 JZ2084* NAVD 88 ORTHO HEIGHT -   196.638 (meters)      645.14  (feet) ADJUSTED
 JZ2084  ______________________________________________________________________
 JZ2084  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 JZ2084  NAD 83(2011) X  -    354,099.226 (meters)                     COMP
 JZ2084  NAD 83(2011) Y  - -4,933,528.472 (meters)                     COMP
 JZ2084  NAD 83(2011) Z  -  4,013,608.615 (meters)                     COMP
 JZ2084  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 JZ2084  DYNAMIC HEIGHT  -        196.518 (meters)      644.74  (feet) COMP
 JZ2084  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JZ2084
 JZ2084  VERT ORDER      -  SECOND    CLASS 0
 JZ2084
 JZ2084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2084  Standards:
 JZ2084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2084  -------------------------------------------------------------------
 JZ2084  NETWORK    0.46   1.12           0.20   0.17   0.57      0.01434678
 JZ2084  -------------------------------------------------------------------
 JZ2084  Click here for local accuracies and other accuracy information.
 JZ2084
 JZ2084.This mark is at Columbus Airport (BAK)
 JZ2084
 JZ2084.The horizontal coordinates were established by GPS observations
 JZ2084.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 JZ2084
 JZ2084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2084.been affixed to the stable North American tectonic plate. See 
 JZ2084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2084
 JZ2084.The horizontal coordinates are valid at the epoch date displayed above
 JZ2084.which is a decimal equivalence of Year/Month/Day.
 JZ2084
 JZ2084.The orthometric height was determined by differential leveling and
 JZ2084.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2084.in June 1991.
 JZ2084
 JZ2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2084.GEOID18 height accuracy estimate available here.
 JZ2084
 JZ2084.Click photographs - Photos may exist for this station.
 JZ2084
 JZ2084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2084
 JZ2084.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2084
 JZ2084.The ellipsoidal height was determined by GPS observations
 JZ2084.and is referenced to NAD 83.
 JZ2084
 JZ2084.The dynamic height is computed by dividing the NAVD 88
 JZ2084.geopotential number by the normal gravity value computed on the
 JZ2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2084.degrees latitude (g = 980.6199 gals.).
 JZ2084
 JZ2084.The modeled gravity was interpolated from observed gravity values.
 JZ2084
 JZ2084. The following values were computed from the NAD 83(2011) position.
 JZ2084
 JZ2084;                    North         East     Units Scale Factor Converg.
 JZ2084;SPC IN E     -   443,832.399    80,316.322   MT  0.99997144   -0 08 39.3
 JZ2084;SPC IN E     - 1,456,140.13    263,504.47   sFT  0.99997144   -0 08 39.3
 JZ2084;UTM  16      - 4,344,659.973   595,379.530   MT  0.99971201   +0 41 57.6
 JZ2084
 JZ2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2084!SPC IN E     -   0.99997447  x   0.99997144  =   0.99994591
 JZ2084!UTM  16      -   0.99997447  x   0.99971201  =   0.99968648
 JZ2084
 JZ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9537944659(NAD 83)
 JZ2084
 JZ2084                          SUPERSEDED SURVEY CONTROL
 JZ2084
 JZ2084  NGVD 29 (??/??/92)  196.760  (m)          645.54   (f) ADJ UNCH    2 0
 JZ2084
 JZ2084.Superseded values are not recommended for survey control.
 JZ2084
 JZ2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2084.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2084
 JZ2084_MARKER: DB = BENCH MARK DISK
 JZ2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2084_STAMPING: A 271 1947
 JZ2084_MARK LOGO: CGS
 JZ2084_PROJECTION: FLUSH
 JZ2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2084+STABILITY: SURFACE MOTION
 JZ2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2084+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2016
 JZ2084
 JZ2084  HISTORY     - Date     Condition        Report By
 JZ2084  HISTORY     - 1947     MONUMENTED       CGS
 JZ2084  HISTORY     - 20120617 GOOD             WOOLPT
 JZ2084  HISTORY     - 20160126 GOOD             INDOT
 JZ2084
 JZ2084                          STATION DESCRIPTION
 JZ2084
 JZ2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2084'3.6 MI N FROM COLUMBUS.
 JZ2084'ABOUT 3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2084'STATION AT COLUMBUS, THENCE ABOUT 0.55 MILES NORTH ALONG A BLACK
 JZ2084'TOP ROAD, AT THE MAIN ENTRANCE TO THE ATTERBURY ARMY AIR BASE, 38.5
 JZ2084'FEET EAST OF THE CENTER LINE OF THE ENTRANCE ROAD, 34 FEET EAST
 JZ2084'OF THE GATE POST, 151 FEET NORTH OF THE CENTER LINE OF A DRIVE
 JZ2084'LEADING TO A 2-STORY BRICK HOUSE, 2.4 FEET WEST OF A TELEPHONE
 JZ2084'POLE NO. 12, 1.3 FEET NORTH OF THE FENCE LINE, 2 FEET EAST
 JZ2084'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ2084'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- NOW
 JZ2084'ATTERBURY AIR FORCE BASE.
 JZ2084
 JZ2084                          STATION RECOVERY (2012)
 JZ2084
 JZ2084'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 JZ2084'THE STATION IS LOCATED NEAR THE COLUMBUS MUNICIPLAL AIRPORT IN
 JZ2084'COLUMBUS, IN.  THE STATION IS LOCATED APPROXIMATELY 2.77 MI SOUTHWEST
 JZ2084'OF CLIFFORD, IN, 4.55 MI SOUTHEAST OF TAYLORSVILLE, IN, AND 10.65 MI
 JZ2084'WEST OF HARTSVILLE, IN.
 JZ2084'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 46 AND U.S.
 JZ2084'ROUTE 31, CONTINUE NORTHWEST ON US 31 FOR APPROXIMATELY 0.47 MI TO THE
 JZ2084'INTERSECTION W/ MIDDLE ROAD. TURN RIGHT ON MIDDLE ROAD, AND CONTINUE
 JZ2084'NORTH ON MIDDLE ROAD FOR APPROXIMATELY 1.30 MI TO THE STATION ON THE
 JZ2084'RIGHT.
 JZ2084'THE STATION IS LOCATED 38.5 FT EAST OF THE CENTER LINE OF MIDDLE ROAD,
 JZ2084'31 FT SOUTHWEST OF THE NEAREST TREE, APPROXIMATELY 0.5 FT BELOW LEVEL
 JZ2084'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 JZ2084'WITH THE GROUND.  THE STATION IS SUITABLE FOR GPS OBSERVATIONS.
 JZ2084
 JZ2084                          STATION RECOVERY (2016)
 JZ2084
 JZ2084'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CS)
 JZ2084'GENERAL DESCRIPTION AND TO REACH NARRATIVE ARE ADEQUATE.
 JZ2084'
 JZ2084'STATION IS LOCATED 40 FEET (12.2 M) EAST OF THE CENTERLINE OF MIDDLE
 JZ2084'ROAD, 160 FT (48.8 M) NORTH OF THE CENTERLINE OF DOUP DRIVE, 75 FT
 JZ2084'(22.9 M) NORTHEAST OF POWER POLE 739-459, AND 75 FT (22.9 M) SOUTHWEST
 JZ2084'OF POWER POLE 224-226.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2196 ***********************************************************************
 JZ2196  DESIGNATION -  A 272
 JZ2196  PID         -  JZ2196
 JZ2196  STATE/COUNTY-  IN/DECATUR
 JZ2196  COUNTRY     -  US
 JZ2196  USGS QUAD   -  WESTPORT (2019)
 JZ2196
 JZ2196                         *CURRENT SURVEY CONTROL
 JZ2196  ______________________________________________________________________
 JZ2196* NAD 83(1986) POSITION- 39 08 46.     (N) 085 35 26.     (W)   SCALED
 JZ2196* NAVD 88 ORTHO HEIGHT -   235.900 (meters)      773.95  (feet) ADJUSTED
 JZ2196  ______________________________________________________________________
 JZ2196  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ2196  DYNAMIC HEIGHT  -        235.750 (meters)      773.46  (feet) COMP
 JZ2196  MODELED GRAVITY -    979,985.4   (mgal)                       NAVD 88
 JZ2196
 JZ2196  VERT ORDER      -  SECOND    CLASS 0
 JZ2196
 JZ2196.The horizontal coordinates were scaled from a map and have
 JZ2196.an estimated accuracy of +/- 6 seconds.
 JZ2196
 JZ2196.The orthometric height was determined by differential leveling and
 JZ2196.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2196.in June 1991.
 JZ2196
 JZ2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2196.GEOID18 height accuracy estimate available here.
 JZ2196
 JZ2196.Click photographs - Photos may exist for this station.
 JZ2196
 JZ2196.The dynamic height is computed by dividing the NAVD 88
 JZ2196.geopotential number by the normal gravity value computed on the
 JZ2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2196.degrees latitude (g = 980.6199 gals.).
 JZ2196
 JZ2196.The modeled gravity was interpolated from observed gravity values.
 JZ2196
 JZ2196;                    North         East    Units  Estimated Accuracy
 JZ2196;SPC IN E     -   432,720.      106,580.      MT  (+/- 180 meters Scaled)
 JZ2196
 JZ2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ217339(NAD 83)
 JZ2196
 JZ2196                          SUPERSEDED SURVEY CONTROL
 JZ2196
 JZ2196  NGVD 29 (??/??/92)  236.020  (m)          774.34   (f) ADJ UNCH    2 0
 JZ2196
 JZ2196.Superseded values are not recommended for survey control.
 JZ2196
 JZ2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2196.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2196
 JZ2196_MARKER: DB = BENCH MARK DISK
 JZ2196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2196_SP_SET: CULVERT HEADWALL
 JZ2196_STAMPING: A 272 1947
 JZ2196_MARK LOGO: CGS
 JZ2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2196+STABILITY: SURFACE MOTION
 JZ2196
 JZ2196  HISTORY     - Date     Condition        Report By
 JZ2196  HISTORY     - 1947     MONUMENTED       CGS
 JZ2196
 JZ2196                          STATION DESCRIPTION
 JZ2196
 JZ2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2196'2.5 MI SW FROM WESTPORT.
 JZ2196'ABOUT 2.5 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI,
 JZ2196'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, 191
 JZ2196'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVEL CROSS ROAD,
 JZ2196'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 JZ2196'HEAD WALL OF AN 18-INCH PIPE CULVERT NO. 609A UNDER THE RAILROAD
 JZ2196'6.8 FEET SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE SOUTHEAST
 JZ2196'RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1807 ***********************************************************************
 JZ1807  DESIGNATION -  A 273
 JZ1807  PID         -  JZ1807
 JZ1807  STATE/COUNTY-  IN/DEARBORN
 JZ1807  COUNTRY     -  US
 JZ1807  USGS QUAD   -  SUNMAN (2019)
 JZ1807
 JZ1807                         *CURRENT SURVEY CONTROL
 JZ1807  ______________________________________________________________________
 JZ1807* NAD 83(1986) POSITION- 39 11 43.     (N) 085 00 22.     (W)   SCALED
 JZ1807* NAVD 88 ORTHO HEIGHT -   236.187 (meters)      774.89  (feet) ADJUSTED
 JZ1807  ______________________________________________________________________
 JZ1807  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 JZ1807  DYNAMIC HEIGHT  -        236.038 (meters)      774.40  (feet) COMP
 JZ1807  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 JZ1807
 JZ1807  VERT ORDER      -  FIRST     CLASS II
 JZ1807
 JZ1807.The horizontal coordinates were scaled from a map and have
 JZ1807.an estimated accuracy of +/- 6 seconds.
 JZ1807
 JZ1807.The orthometric height was determined by differential leveling and
 JZ1807.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1807.in June 1991.
 JZ1807
 JZ1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1807.GEOID18 height accuracy estimate available here.
 JZ1807
 JZ1807.Click photographs - Photos may exist for this station.
 JZ1807
 JZ1807.The dynamic height is computed by dividing the NAVD 88
 JZ1807.geopotential number by the normal gravity value computed on the
 JZ1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1807.degrees latitude (g = 980.6199 gals.).
 JZ1807
 JZ1807.The modeled gravity was interpolated from observed gravity values.
 JZ1807
 JZ1807;                    North         East    Units  Estimated Accuracy
 JZ1807;SPC IN E     -   438,380.      157,060.      MT  (+/- 180 meters Scaled)
 JZ1807
 JZ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721403(NAD 83)
 JZ1807
 JZ1807                          SUPERSEDED SURVEY CONTROL
 JZ1807
 JZ1807  NGVD 29 (??/??/92)  236.37   (m)          775.5    (f) COMPUTED    1 2
 JZ1807
 JZ1807.Superseded values are not recommended for survey control.
 JZ1807
 JZ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1807.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1807
 JZ1807_MARKER: DB = BENCH MARK DISK
 JZ1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1807_SP_SET: OVERPASS WING WALL
 JZ1807_STAMPING: A 273 1947
 JZ1807_MARK LOGO: CGS
 JZ1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1807
 JZ1807  HISTORY     - Date     Condition        Report By
 JZ1807  HISTORY     - 1947     MONUMENTED       CGS
 JZ1807
 JZ1807                          STATION DESCRIPTION
 JZ1807
 JZ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1807'2.8 MI SE FROM WEISBURG.
 JZ1807'ABOUT 2.75 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1807'FROM THE STATION AT WEISBURG, ABOUT 7 RAILS NORTHWEST OF MILE
 JZ1807'POST NO. 34, SET IN THE TOP OF THE SOUTH CONCRETE WING WALL OF
 JZ1807'OVER PASS NO. 237 OVER A GRAVEL ROAD, 11 FEET SOUTHWEST OF THE
 JZ1807'SOUTHWEST RAIL AND ABOUT 3 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1808 ***********************************************************************
 JZ1808  DESIGNATION -  A 273 RESET
 JZ1808  PID         -  JZ1808
 JZ1808  STATE/COUNTY-  IN/DEARBORN
 JZ1808  COUNTRY     -  US
 JZ1808  USGS QUAD   -  SUNMAN (2019)
 JZ1808
 JZ1808                         *CURRENT SURVEY CONTROL
 JZ1808  ______________________________________________________________________
 JZ1808* NAD 83(1986) POSITION- 39 11 42.     (N) 085 00 22.     (W)   SCALED
 JZ1808* NAVD 88 ORTHO HEIGHT -   237.65  (meters)      779.7   (feet) RESET
 JZ1808  ______________________________________________________________________
 JZ1808  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JZ1808  VERT ORDER      -  THIRD
 JZ1808
 JZ1808.The horizontal coordinates were scaled from a map and have
 JZ1808.an estimated accuracy of +/- 6 seconds.
 JZ1808
 JZ1808.The orthometric height was computed from unverified reset data.
 JZ1808
 JZ1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1808.GEOID18 height accuracy estimate available here.
 JZ1808
 JZ1808.Click photographs - Photos may exist for this station.
 JZ1808
 JZ1808;                    North         East    Units  Estimated Accuracy
 JZ1808;SPC IN E     -   438,350.      157,060.      MT  (+/- 180 meters Scaled)
 JZ1808
 JZ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721403(NAD 83)
 JZ1808
 JZ1808                          SUPERSEDED SURVEY CONTROL
 JZ1808
 JZ1808.No superseded survey control is available for this station.
 JZ1808
 JZ1808_MARKER: DB = BENCH MARK DISK
 JZ1808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1808_SP_SET: UNDERPASS PARAPET
 JZ1808_STAMPING: A 273 1947 RESET 1953
 JZ1808_MARK LOGO: CGS
 JZ1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1808
 JZ1808  HISTORY     - Date     Condition        Report By
 JZ1808  HISTORY     - 1953     MONUMENTED       NYCRR
 JZ1808  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1808
 JZ1808                          STATION DESCRIPTION
 JZ1808
 JZ1808'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1953
 JZ1808'2.8 MI SE FROM WEISBURG.
 JZ1808'2.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JZ1808'STATION AT WEISBURG, DEARBORN COUNTY, 7 RAILS NORTHWEST OF
 JZ1808'MILEPOST 34, AT GRAVEL-ROAD UNDERPASS 227, AND IN THE TOP OF THE
 JZ1808'EAST END OF THE SOUTH PARAPET.
 JZ1808
 JZ1808                          STATION RECOVERY (1986)
 JZ1808
 JZ1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1808'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0925 ***********************************************************************
 JZ0925  DESIGNATION -  A 274
 JZ0925  PID         -  JZ0925
 JZ0925  STATE/COUNTY-  IN/FRANKLIN
 JZ0925  COUNTRY     -  US
 JZ0925  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0925
 JZ0925                         *CURRENT SURVEY CONTROL
 JZ0925  ______________________________________________________________________
 JZ0925* NAD 83(1986) POSITION- 39 19 26.     (N) 084 56 16.     (W)   SCALED
 JZ0925* NAVD 88 ORTHO HEIGHT -   301.992 (meters)      990.79  (feet) ADJUSTED
 JZ0925  ______________________________________________________________________
 JZ0925  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 JZ0925  DYNAMIC HEIGHT  -        301.807 (meters)      990.18  (feet) COMP
 JZ0925  MODELED GRAVITY -    980,006.8   (mgal)                       NAVD 88
 JZ0925
 JZ0925  VERT ORDER      -  SECOND    CLASS 0
 JZ0925
 JZ0925.The horizontal coordinates were scaled from a map and have
 JZ0925.an estimated accuracy of +/- 6 seconds.
 JZ0925
 JZ0925.The orthometric height was determined by differential leveling and
 JZ0925.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0925.in June 1991.
 JZ0925
 JZ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0925.GEOID18 height accuracy estimate available here.
 JZ0925
 JZ0925.Click photographs - Photos may exist for this station.
 JZ0925
 JZ0925.The dynamic height is computed by dividing the NAVD 88
 JZ0925.geopotential number by the normal gravity value computed on the
 JZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0925.degrees latitude (g = 980.6199 gals.).
 JZ0925
 JZ0925.The modeled gravity was interpolated from observed gravity values.
 JZ0925
 JZ0925;                    North         East    Units  Estimated Accuracy
 JZ0925;SPC IN E     -   452,710.      162,850.      MT  (+/- 180 meters Scaled)
 JZ0925
 JZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ777547(NAD 83)
 JZ0925
 JZ0925                          SUPERSEDED SURVEY CONTROL
 JZ0925
 JZ0925  NGVD 29 (??/??/92)  302.175  (m)          991.39   (f) ADJ UNCH    2 0
 JZ0925
 JZ0925.Superseded values are not recommended for survey control.
 JZ0925
 JZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0925.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0925
 JZ0925_MARKER: DB = BENCH MARK DISK
 JZ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0925_STAMPING: A 274 1947
 JZ0925_MARK LOGO: CGS
 JZ0925_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0925+STABILITY: SURFACE MOTION
 JZ0925
 JZ0925  HISTORY     - Date     Condition        Report By
 JZ0925  HISTORY     - 1947     MONUMENTED       CGS
 JZ0925
 JZ0925                          STATION DESCRIPTION
 JZ0925
 JZ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0925'1.1 MI E FROM SOUTH GATE.
 JZ0925'1.1 MILES EAST ALONG A WINDING COUNTY ROAD FROM THE CROSSROADS
 JZ0925'AT SOUTH GATE, ABOUT 1.05 MILES EAST OF THE SCHOOL, SET IN THE
 JZ0925'SOUTHEAST ANGLE OF THE INTERSECTION OF A NORTH-SOUTH CROSS ROAD,
 JZ0925'60 FEET SOUTH AND ACROSS THE ROAD FROM THE HUSTON HALL FARM
 JZ0925'HOUSE, 30 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ0925'25 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 21.5
 JZ0925'FEET SOUTHWEST OF A 24-INCH TREE IN THE FENCE CORNER, 1 FOOT
 JZ0925'NORTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 JZ0925'WITNESS POST, ABOUT 1 FOOT ABOVE THE EAST-WEST ROAD AND SET IN
 JZ0925'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0328 ***********************************************************************
 JA0328  DESIGNATION -  A 275
 JA0328  PID         -  JA0328
 JA0328  STATE/COUNTY-  IN/CRAWFORD
 JA0328  COUNTRY     -  US
 JA0328  USGS QUAD   -  LEAVENWORTH (2019)
 JA0328
 JA0328                         *CURRENT SURVEY CONTROL
 JA0328  ______________________________________________________________________
 JA0328* NAD 83(1986) POSITION- 38 11 14.     (N) 086 19 44.     (W)   SCALED
 JA0328* NAVD 88 ORTHO HEIGHT -   138.320 (meters)      453.80  (feet) ADJUSTED
 JA0328  ______________________________________________________________________
 JA0328  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JA0328  DYNAMIC HEIGHT  -        138.222 (meters)      453.48  (feet) COMP
 JA0328  MODELED GRAVITY -    979,918.1   (mgal)                       NAVD 88
 JA0328
 JA0328  VERT ORDER      -  FIRST     CLASS II
 JA0328
 JA0328.The horizontal coordinates were scaled from a map and have
 JA0328.an estimated accuracy of +/- 6 seconds.
 JA0328
 JA0328.The orthometric height was determined by differential leveling and
 JA0328.adjusted by the NATIONAL GEODETIC SURVEY
 JA0328.in June 1991.
 JA0328
 JA0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0328.GEOID18 height accuracy estimate available here.
 JA0328
 JA0328.Click photographs - Photos may exist for this station.
 JA0328
 JA0328.The dynamic height is computed by dividing the NAVD 88
 JA0328.geopotential number by the normal gravity value computed on the
 JA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0328.degrees latitude (g = 980.6199 gals.).
 JA0328
 JA0328.The modeled gravity was interpolated from observed gravity values.
 JA0328
 JA0328;                    North         East    Units  Estimated Accuracy
 JA0328;SPC IN W     -   326,540.      966,090.      MT  (+/- 180 meters Scaled)
 JA0328
 JA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH587268(NAD 83)
 JA0328
 JA0328                          SUPERSEDED SURVEY CONTROL
 JA0328
 JA0328  NGVD 29 (??/??/92)  138.430  (m)          454.17   (f) ADJ UNCH    1 2
 JA0328
 JA0328.Superseded values are not recommended for survey control.
 JA0328
 JA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0328.See file dsdata.pdf to determine how the superseded data were derived.
 JA0328
 JA0328_MARKER: DB = BENCH MARK DISK
 JA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0328_STAMPING: A 275 1953
 JA0328_MARK LOGO: CGS
 JA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0328+STABILITY: SURFACE MOTION
 JA0328
 JA0328  HISTORY     - Date     Condition        Report By
 JA0328  HISTORY     - 1953     MONUMENTED       CGS
 JA0328  HISTORY     - 1965     GOOD             CGS
 JA0328
 JA0328                          STATION DESCRIPTION
 JA0328
 JA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0328'1.6 MI SE FROM LEAVENWORTH.
 JA0328'0.25 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0328'LEAVENWORTH, THENCE 1.35 MILES EAST ALONG OLD HIGHWAY 62 TO THE
 JA0328'GOVERNMENT RESERVATION FOR A NAVIGATION DAM AND LOCK NUMBER
 JA0328'44, IN SECTION 8, T 4 S, R 2 E, IN THE EXTREME NORTH CORNER OF
 JA0328'THE RESERVATION, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JA0328'HIGHWAY, 7 FEET SOUTHWEST OF A FENCE CORNER, 0.8 FOOT EAST OF A
 JA0328'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 JA0328'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2396 ***********************************************************************
 JZ2396  DESIGNATION -  A 276
 JZ2396  PID         -  JZ2396
 JZ2396  STATE/COUNTY-  IN/HENRY
 JZ2396  COUNTRY     -  US
 JZ2396  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2396
 JZ2396                         *CURRENT SURVEY CONTROL
 JZ2396  ______________________________________________________________________
 JZ2396* NAD 83(1986) POSITION- 39 51 59.     (N) 085 33 49.     (W)   SCALED
 JZ2396* NAVD 88 ORTHO HEIGHT -   310.128 (meters)     1017.48  (feet) ADJUSTED
 JZ2396  ______________________________________________________________________
 JZ2396  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 JZ2396  DYNAMIC HEIGHT  -        309.953 (meters)     1016.90  (feet) COMP
 JZ2396  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 JZ2396
 JZ2396  VERT ORDER      -  SECOND    CLASS 0
 JZ2396
 JZ2396.The horizontal coordinates were scaled from a map and have
 JZ2396.an estimated accuracy of +/- 6 seconds.
 JZ2396
 JZ2396.The orthometric height was determined by differential leveling and
 JZ2396.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2396.in June 1991.
 JZ2396
 JZ2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2396.GEOID18 height accuracy estimate available here.
 JZ2396
 JZ2396.Click photographs - Photos may exist for this station.
 JZ2396
 JZ2396.The dynamic height is computed by dividing the NAVD 88
 JZ2396.geopotential number by the normal gravity value computed on the
 JZ2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2396.degrees latitude (g = 980.6199 gals.).
 JZ2396
 JZ2396.The modeled gravity was interpolated from observed gravity values.
 JZ2396
 JZ2396;                    North         East    Units  Estimated Accuracy
 JZ2396;SPC IN E     -   512,690.      108,820.      MT  (+/- 180 meters Scaled)
 JZ2396
 JZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK228139(NAD 83)
 JZ2396
 JZ2396                          SUPERSEDED SURVEY CONTROL
 JZ2396
 JZ2396  NGVD 29 (??/??/92)  310.254  (m)         1017.89   (f) ADJ UNCH    2 0
 JZ2396
 JZ2396.Superseded values are not recommended for survey control.
 JZ2396
 JZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2396.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2396
 JZ2396_MARKER: DB = BENCH MARK DISK
 JZ2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2396_STAMPING: A 276 1947
 JZ2396_MARK LOGO: CGS
 JZ2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2396+STABILITY: SURFACE MOTION
 JZ2396
 JZ2396  HISTORY     - Date     Condition        Report By
 JZ2396  HISTORY     - 1947     MONUMENTED       CGS
 JZ2396
 JZ2396                          STATION DESCRIPTION
 JZ2396
 JZ2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2396'1.9 MI SE FROM SHIRLEY.
 JZ2396'ABOUT 1.9 MILE SOUTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2396'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, ABOUT 125
 JZ2396'YARDS NORTHWEST OF MILEPOST ST. J 183, 73 FEET SOUTHWEST OF THE
 JZ2396'SOUTHWEST RAIL OF THE TRACK, 17 FEET NORTH OF THE CENTER LINE
 JZ2396'OF AN EAST-WEST GRAVEL ROAD CROSSING THE TRACK, 12 FEET WEST
 JZ2396'OF THE WEST GATE POST AT A FIELD ENTRANCE, 8 FEET EAST OF A POWER
 JZ2396'POLE, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 JZ2396'WOODEN WITNESS POST, 3.5 FEET BELOW TRACK LEVEL, ABOUT LEVEL
 JZ2396'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2396'ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1460 ***********************************************************************
 JZ1460  DESIGNATION -  A 277
 JZ1460  PID         -  JZ1460
 JZ1460  STATE/COUNTY-  IN/WAYNE
 JZ1460  COUNTRY     -  US
 JZ1460  USGS QUAD   -  RICHMOND (2019)
 JZ1460
 JZ1460                         *CURRENT SURVEY CONTROL
 JZ1460  ______________________________________________________________________
 JZ1460* NAD 83(1986) POSITION- 39 46 41.     (N) 084 53 24.     (W)   SCALED
 JZ1460* NAVD 88 ORTHO HEIGHT -   291.972 (meters)      957.91  (feet) ADJUSTED
 JZ1460  ______________________________________________________________________
 JZ1460  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 JZ1460  DYNAMIC HEIGHT  -        291.801 (meters)      957.35  (feet) COMP
 JZ1460  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 JZ1460
 JZ1460  VERT ORDER      -  SECOND    CLASS 0
 JZ1460
 JZ1460.The horizontal coordinates were scaled from a map and have
 JZ1460.an estimated accuracy of +/- 6 seconds.
 JZ1460
 JZ1460.The orthometric height was determined by differential leveling and
 JZ1460.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1460.in June 1991.
 JZ1460
 JZ1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1460.GEOID18 height accuracy estimate available here.
 JZ1460
 JZ1460.Click photographs - Photos may exist for this station.
 JZ1460
 JZ1460.The dynamic height is computed by dividing the NAVD 88
 JZ1460.geopotential number by the normal gravity value computed on the
 JZ1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1460.degrees latitude (g = 980.6199 gals.).
 JZ1460
 JZ1460.The modeled gravity was interpolated from observed gravity values.
 JZ1460
 JZ1460;                    North         East    Units  Estimated Accuracy
 JZ1460;SPC IN E     -   503,160.      166,540.      MT  (+/- 180 meters Scaled)
 JZ1460
 JZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK806052(NAD 83)
 JZ1460
 JZ1460                          SUPERSEDED SURVEY CONTROL
 JZ1460
 JZ1460  NGVD 29 (??/??/92)  292.118  (m)          958.39   (f) ADJ UNCH    2 0
 JZ1460
 JZ1460.Superseded values are not recommended for survey control.
 JZ1460
 JZ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1460.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1460
 JZ1460_MARKER: DB = BENCH MARK DISK
 JZ1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1460_SP_SET: ABUTMENT
 JZ1460_STAMPING: A 277 1947
 JZ1460_MARK LOGO: CGS
 JZ1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1460+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 JZ1460
 JZ1460  HISTORY     - Date     Condition        Report By
 JZ1460  HISTORY     - 1947     MONUMENTED       CGS
 JZ1460  HISTORY     - 20030623 GOOD             GEOCAC
 JZ1460
 JZ1460                          STATION DESCRIPTION
 JZ1460
 JZ1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1460'4.8 MI NW FROM BOSTON.
 JZ1460'3.4 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS
 JZ1460'INTERSECTION WITH STATE HIGHWAY 122 AT BOSTON, THENCE ABOUT 0.45
 JZ1460'MILE SOUTH ALONG A GRAVEL ROAD AND ABOUT 1.0 MILE WEST ALONG A
 JZ1460'GRAVEL ROAD, ABOUT 1.0 MILE EAST OF U.S. HIGHWAY 27, AT A
 JZ1460'NORTH-SOUTH GRAVEL ROAD, 60 YARDS NORTH OF THE CENTER LINE OF THE
 JZ1460'EAST-WEST ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH
 JZ1460'ABUTMENT OF A 10-FOOT CONCRETE BRIDGE ON THE NORTH-SOUTH ROAD,
 JZ1460'14 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT WEST
 JZ1460'OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.
 JZ1460
 JZ1460                          STATION RECOVERY (2003)
 JZ1460
 JZ1460'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1460'39 46.687 84 53.400 (24 FT ACCURACY)
 JZ1460'NORTH-SOUTH ROAD IS STRAIGHTLINE PIKE.  EAST-WEST ROAD IS FARLOW ROAD.
 JZ1460'ALL ROADS IN 1947 DESCRIPTION ARE NOW PAVED.
 JZ1460'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1366 ***********************************************************************
 HZ1366  DESIGNATION -  A 278
 HZ1366  PID         -  HZ1366
 HZ1366  STATE/COUNTY-  IN/CLARK
 HZ1366  COUNTRY     -  US
 HZ1366  USGS QUAD   -  NEW ALBANY (2019)
 HZ1366
 HZ1366                         *CURRENT SURVEY CONTROL
 HZ1366  ______________________________________________________________________
 HZ1366* NAD 83(1986) POSITION- 38 18 00.     (N) 085 45 12.     (W)   SCALED
 HZ1366* NAVD 88 ORTHO HEIGHT -   139.990 (meters)      459.28  (feet) ADJUSTED
 HZ1366  ______________________________________________________________________
 HZ1366  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 HZ1366  DYNAMIC HEIGHT  -        139.896 (meters)      458.98  (feet) COMP
 HZ1366  MODELED GRAVITY -    979,955.3   (mgal)                       NAVD 88
 HZ1366
 HZ1366  VERT ORDER      -  SECOND    CLASS 0
 HZ1366
 HZ1366.The horizontal coordinates were scaled from a map and have
 HZ1366.an estimated accuracy of +/- 6 seconds.
 HZ1366
 HZ1366.The orthometric height was determined by differential leveling and
 HZ1366.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1366.in June 1991.
 HZ1366
 HZ1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1366.GEOID18 height accuracy estimate available here.
 HZ1366
 HZ1366.Click photographs - Photos may exist for this station.
 HZ1366
 HZ1366.The dynamic height is computed by dividing the NAVD 88
 HZ1366.geopotential number by the normal gravity value computed on the
 HZ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1366.degrees latitude (g = 980.6199 gals.).
 HZ1366
 HZ1366.The modeled gravity was interpolated from observed gravity values.
 HZ1366
 HZ1366;                    North         East    Units  Estimated Accuracy
 HZ1366;SPC IN E     -   338,800.       92,420.      MT  (+/- 180 meters Scaled)
 HZ1366
 HZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090398(NAD 83)
 HZ1366
 HZ1366                          SUPERSEDED SURVEY CONTROL
 HZ1366
 HZ1366  NGVD 29 (??/??/92)  140.14   (m)          459.8    (f) COMPUTED    2 0
 HZ1366
 HZ1366.Superseded values are not recommended for survey control.
 HZ1366
 HZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1366.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1366
 HZ1366_MARKER: DB = BENCH MARK DISK
 HZ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1366_STAMPING: A 278 1949
 HZ1366_MARK LOGO: CGS
 HZ1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1366+STABILITY: SURFACE MOTION
 HZ1366
 HZ1366  HISTORY     - Date     Condition        Report By
 HZ1366  HISTORY     - 1949     MONUMENTED       CGS
 HZ1366  HISTORY     - 1979     POOR             USGS
 HZ1366
 HZ1366                          STATION DESCRIPTION
 HZ1366
 HZ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1366'2 MI N FROM JEFFERSONVILLE.
 HZ1366'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 31 E FROM JEFFERSONVILLE,
 HZ1366'ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 31 E AND
 HZ1366'STATE HIGHWAY 231, AT A CROSS ROAD LEADING SOUTHWEST TO NEW
 HZ1366'ALBANY - JEFFERSONVILLE AIRPORT, 84 FEET SOUTH-SOUTHWEST OF THE
 HZ1366'CENTER OF THE CROSS ROADS, 35 FEET WEST OF THE CENTER LINE OF
 HZ1366'U.S. HIGHWAY 31 E, 42 FEET NORTH-NORTHEAST OF TELEPHONE POLE E 1-1,
 HZ1366'34 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST,
 HZ1366'40 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE CULVERT
 HZ1366'UNDER THE ROAD SOUTHWEST, 30 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 HZ1366'615, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HZ1366'WITH U.S. HIGHWAY 31 E AND SET IN THE TOP OF A CONCRETE POST
 HZ1366'PROJECTING 3 INCHES.
 HZ1366
 HZ1366                          STATION RECOVERY (1979)
 HZ1366
 HZ1366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1366'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1367 ***********************************************************************
 HZ1367  DESIGNATION -  A 278 RESET
 HZ1367  PID         -  HZ1367
 HZ1367  STATE/COUNTY-  IN/CLARK
 HZ1367  COUNTRY     -  US
 HZ1367  USGS QUAD   -  NEW ALBANY (2019)
 HZ1367
 HZ1367                         *CURRENT SURVEY CONTROL
 HZ1367  ______________________________________________________________________
 HZ1367* NAD 83(1986) POSITION- 38 18 00.     (N) 085 45 12.     (W)   SCALED
 HZ1367* NAVD 88 ORTHO HEIGHT -   139.992 (meters)      459.29  (feet) ADJUSTED
 HZ1367  ______________________________________________________________________
 HZ1367  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 HZ1367  DYNAMIC HEIGHT  -        139.898 (meters)      458.98  (feet) COMP
 HZ1367  MODELED GRAVITY -    979,955.3   (mgal)                       NAVD 88
 HZ1367
 HZ1367  VERT ORDER      -  FIRST     CLASS II
 HZ1367
 HZ1367.The horizontal coordinates were scaled from a map and have
 HZ1367.an estimated accuracy of +/- 6 seconds.
 HZ1367
 HZ1367.The orthometric height was determined by differential leveling and
 HZ1367.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1367.in June 1991.
 HZ1367
 HZ1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1367.GEOID18 height accuracy estimate available here.
 HZ1367
 HZ1367.Click photographs - Photos may exist for this station.
 HZ1367
 HZ1367.The dynamic height is computed by dividing the NAVD 88
 HZ1367.geopotential number by the normal gravity value computed on the
 HZ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1367.degrees latitude (g = 980.6199 gals.).
 HZ1367
 HZ1367.The modeled gravity was interpolated from observed gravity values.
 HZ1367
 HZ1367;                    North         East    Units  Estimated Accuracy
 HZ1367;SPC IN E     -   338,800.       92,420.      MT  (+/- 180 meters Scaled)
 HZ1367
 HZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090398(NAD 83)
 HZ1367
 HZ1367                          SUPERSEDED SURVEY CONTROL
 HZ1367
 HZ1367  NGVD 29 (??/??/92)  140.145  (m)          459.79   (f) ADJ UNCH    1 2
 HZ1367
 HZ1367.Superseded values are not recommended for survey control.
 HZ1367
 HZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1367.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1367
 HZ1367_MARKER: DB = BENCH MARK DISK
 HZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1367_STAMPING: A 278 RESET 1955
 HZ1367_MARK LOGO: CGS
 HZ1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1367+STABILITY: SURFACE MOTION
 HZ1367
 HZ1367  HISTORY     - Date     Condition        Report By
 HZ1367  HISTORY     - 1955     MONUMENTED       CGS
 HZ1367  HISTORY     - 1965     GOOD             CGS
 HZ1367
 HZ1367                          STATION DESCRIPTION
 HZ1367
 HZ1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1367'2 MI N FROM CLARKSVILLE.
 HZ1367'ABOUT 1.95 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1367'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1367'CLARKSVILLE, THENCE 0.1 MILE WEST ACROSS INTERSTATE HIGHWAY 65,
 HZ1367'AT THE NORTHEAST END OF KOPP LANE 112 FEET WEST OF THE CENTER
 HZ1367'LINE OF THE WEST TRAFFIC LANE OF THE HIGHWAY, 43 FEET SOUTHEAST
 HZ1367'OF THE CENTER LINE OF KOPP LANE, 9 FEET SOUTHWEST OF A POWER
 HZ1367'POLE BRACED BY 5 GUY WIRES, 30 FEET NORTHWEST OF BENCH MARK CLARK
 HZ1367'S37 (S.H.C.) 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 HZ1367'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1367'1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0223 ***********************************************************************
 JA0223  DESIGNATION -  A 279
 JA0223  PID         -  JA0223
 JA0223  STATE/COUNTY-  IN/WASHINGTON
 JA0223  COUNTRY     -  US
 JA0223  USGS QUAD   -  SALEM (2019)
 JA0223
 JA0223                         *CURRENT SURVEY CONTROL
 JA0223  ______________________________________________________________________
 JA0223* NAD 83(1986) POSITION- 38 34 09.     (N) 086 01 53.     (W)   SCALED
 JA0223* NAVD 88 ORTHO HEIGHT -   227.463 (meters)      746.27  (feet) ADJUSTED
 JA0223  ______________________________________________________________________
 JA0223  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 JA0223  DYNAMIC HEIGHT  -        227.309 (meters)      745.76  (feet) COMP
 JA0223  MODELED GRAVITY -    979,947.6   (mgal)                       NAVD 88
 JA0223
 JA0223  VERT ORDER      -  FIRST     CLASS II
 JA0223
 JA0223.The horizontal coordinates were scaled from a map and have
 JA0223.an estimated accuracy of +/- 6 seconds.
 JA0223
 JA0223.The orthometric height was determined by differential leveling and
 JA0223.adjusted by the NATIONAL GEODETIC SURVEY
 JA0223.in June 1991.
 JA0223
 JA0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0223.GEOID18 height accuracy estimate available here.
 JA0223
 JA0223.Click photographs - Photos may exist for this station.
 JA0223
 JA0223.The dynamic height is computed by dividing the NAVD 88
 JA0223.geopotential number by the normal gravity value computed on the
 JA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0223.degrees latitude (g = 980.6199 gals.).
 JA0223
 JA0223.The modeled gravity was interpolated from observed gravity values.
 JA0223
 JA0223;                    North         East    Units  Estimated Accuracy
 JA0223;SPC IN E     -   368,730.       68,220.      MT  (+/- 180 meters Scaled)
 JA0223
 JA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH843694(NAD 83)
 JA0223
 JA0223                          SUPERSEDED SURVEY CONTROL
 JA0223
 JA0223  NGVD 29 (??/??/92)  227.582  (m)          746.66   (f) ADJ UNCH    1 2
 JA0223
 JA0223.Superseded values are not recommended for survey control.
 JA0223
 JA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0223.See file dsdata.pdf to determine how the superseded data were derived.
 JA0223
 JA0223_MARKER: DB = BENCH MARK DISK
 JA0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0223_SP_SET: BRIDGE
 JA0223_STAMPING: A 279 1949
 JA0223_MARK LOGO: CGS
 JA0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0223
 JA0223  HISTORY     - Date     Condition        Report By
 JA0223  HISTORY     - 1949     MONUMENTED       CGS
 JA0223  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0223
 JA0223                          STATION DESCRIPTION
 JA0223
 JA0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0223'5.4 MI NW FROM NEW PEKIN.
 JA0223'ABOUT 5.4 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0223'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, IN TOP OF THE
 JA0223'TOP STEP OF THE SOUTH ABUTMENT OF A 6 BY 6 FOOT STONE BRIDGE
 JA0223'UNDER THE RAILWAY, 126 FEET NORTH-NORTHWEST AND ACROSS THE TRACK
 JA0223'FROM MILE POST 289, 30 FEET NORTHWEST AND ACROSS THE TRACK FROM
 JA0223'RAILWAY SIGNAL SWITCH BOX, 11 FEET WEST OF THE WEST RAIL AND
 JA0223'ABOUT 9 FEET BELOW THE LEVEL OF THE TRACK.
 JA0223
 JA0223                          STATION RECOVERY (2023)
 JA0223
 JA0223'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0222 ***********************************************************************
 LB0222  DESIGNATION -  A 28
 LB0222  PID         -  LB0222
 LB0222  STATE/COUNTY-  IN/MIAMI
 LB0222  COUNTRY     -  US
 LB0222  USGS QUAD   -  BUNKER HILL (2019)
 LB0222
 LB0222                         *CURRENT SURVEY CONTROL
 LB0222  ______________________________________________________________________
 LB0222* NAD 83(1986) POSITION- 40 44 52.     (N) 086 06 12.     (W)   SCALED
 LB0222* NAVD 88 ORTHO HEIGHT -   197.229 (meters)      647.08  (feet) ADJUSTED
 LB0222  ______________________________________________________________________
 LB0222  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LB0222  DYNAMIC HEIGHT  -        197.134 (meters)      646.76  (feet) COMP
 LB0222  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 LB0222
 LB0222  VERT ORDER      -  SECOND    CLASS 0
 LB0222
 LB0222.The horizontal coordinates were scaled from a map and have
 LB0222.an estimated accuracy of +/- 6 seconds.
 LB0222
 LB0222.The orthometric height was determined by differential leveling and
 LB0222.adjusted by the NATIONAL GEODETIC SURVEY
 LB0222.in June 1991.
 LB0222
 LB0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0222.GEOID18 height accuracy estimate available here.
 LB0222
 LB0222.Click photographs - Photos may exist for this station.
 LB0222
 LB0222.The dynamic height is computed by dividing the NAVD 88
 LB0222.geopotential number by the normal gravity value computed on the
 LB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0222.degrees latitude (g = 980.6199 gals.).
 LB0222
 LB0222.The modeled gravity was interpolated from observed gravity values.
 LB0222
 LB0222;                    North         East    Units  Estimated Accuracy
 LB0222;SPC IN E     -   610,640.       63,120.      MT  (+/- 180 meters Scaled)
 LB0222
 LB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL756111(NAD 83)
 LB0222
 LB0222                          SUPERSEDED SURVEY CONTROL
 LB0222
 LB0222  NGVD 29 (??/??/92)  197.354  (m)          647.49   (f) ADJ UNCH    2 0
 LB0222
 LB0222.Superseded values are not recommended for survey control.
 LB0222
 LB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0222.See file dsdata.pdf to determine how the superseded data were derived.
 LB0222
 LB0222_MARKER: DB = BENCH MARK DISK
 LB0222_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0222+WITH SETTING: PAVEMENT
 LB0222_SP_SET: SWITCH COMPENSATOR BASE
 LB0222_STAMPING: A 28 1934
 LB0222_MARK LOGO: CGS
 LB0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0222+STABILITY: SURFACE MOTION
 LB0222
 LB0222  HISTORY     - Date     Condition        Report By
 LB0222  HISTORY     - 1934     MONUMENTED       CGS
 LB0222  HISTORY     - 1946     GOOD             CGS
 LB0222  HISTORY     - 1961     GOOD             LOCSUR
 LB0222  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0222  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0222
 LB0222                          STATION DESCRIPTION
 LB0222
 LB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0222'1.8 MI W FROM PERU.
 LB0222'ABOUT 1.8 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0222'AT PERU, 96 FEET WEST OF THE INTERSECTION OF THE CHESAPEAKE AND
 LB0222'OHIO RAILROAD, 25 FEET NORTH OF THE NORTHEAST CORNER OF SWITCH
 LB0222'TOWER CW, 7 FEET SOUTH OF THE SOUTH RAIL OF THE C. AND O. RR,
 LB0222'6.5 FEET NORTH OF THE NORTH RAIL OF THE WABASH RAILWAY, SET IN
 LB0222'THE TOP OF THE CONCRETE BASE OF SWITCH COMPENSATOR IN THE WEST
 LB0222'ANGLE OF THE INTERSECTION.
 LB0222
 LB0222                          STATION RECOVERY (1961)
 LB0222
 LB0222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0222'RECOVERED IN GOOD CONDITION.
 LB0222
 LB0222                          STATION RECOVERY (1989)
 LB0222
 LB0222'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0222'MARK NOT FOUND.
 LB0222
 LB0222                          STATION RECOVERY (2005)
 LB0222
 LB0222'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0222'MARK LIKELY DESTROYED WHEN C AND O RAILS WERE REMOVED.  NO EVIDENCE OF
 LB0222'SWITCH TOWER OR SWITCH COMPENSATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0801 ***********************************************************************
 JA0801  DESIGNATION -  A 280
 JA0801  PID         -  JA0801
 JA0801  STATE/COUNTY-  IN/GREENE
 JA0801  COUNTRY     -  US
 JA0801  USGS QUAD   -  OWENSBURG (2019)
 JA0801
 JA0801                         *CURRENT SURVEY CONTROL
 JA0801  ______________________________________________________________________
 JA0801* NAD 83(1986) POSITION- 38 55 12.     (N) 086 42 25.     (W)   SCALED
 JA0801* NAVD 88 ORTHO HEIGHT -   181.993 (meters)      597.09  (feet) ADJUSTED
 JA0801  ______________________________________________________________________
 JA0801  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 JA0801  DYNAMIC HEIGHT  -        181.878 (meters)      596.71  (feet) COMP
 JA0801  MODELED GRAVITY -    979,994.4   (mgal)                       NAVD 88
 JA0801
 JA0801  VERT ORDER      -  FIRST     CLASS II
 JA0801
 JA0801.The horizontal coordinates were scaled from a map and have
 JA0801.an estimated accuracy of +/- 6 seconds.
 JA0801
 JA0801.The orthometric height was determined by differential leveling and
 JA0801.adjusted by the NATIONAL GEODETIC SURVEY
 JA0801.in June 1991.
 JA0801
 JA0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0801.GEOID18 height accuracy estimate available here.
 JA0801
 JA0801.Click photographs - Photos may exist for this station.
 JA0801
 JA0801.The dynamic height is computed by dividing the NAVD 88
 JA0801.geopotential number by the normal gravity value computed on the
 JA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0801.degrees latitude (g = 980.6199 gals.).
 JA0801
 JA0801.The modeled gravity was interpolated from observed gravity values.
 JA0801
 JA0801;                    North         East    Units  Estimated Accuracy
 JA0801;SPC IN W     -   407,680.      932,640.      MT  (+/- 180 meters Scaled)
 JA0801
 JA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ254079(NAD 83)
 JA0801
 JA0801                          SUPERSEDED SURVEY CONTROL
 JA0801
 JA0801  NGVD 29 (??/??/92)  182.110  (m)          597.47   (f) ADJ UNCH    1 2
 JA0801
 JA0801.Superseded values are not recommended for survey control.
 JA0801
 JA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0801.See file dsdata.pdf to determine how the superseded data were derived.
 JA0801
 JA0801_MARKER: DB = BENCH MARK DISK
 JA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0801_STAMPING: A 280 1949
 JA0801_MARK LOGO: CGS
 JA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0801+STABILITY: SURFACE MOTION
 JA0801
 JA0801  HISTORY     - Date     Condition        Report By
 JA0801  HISTORY     - 1949     MONUMENTED       CGS
 JA0801
 JA0801                          STATION DESCRIPTION
 JA0801
 JA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0801'1.4 MI E FROM OWENSBURG.
 JA0801'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JA0801'OFFICE AT OWENSBURG THENCE ABOUT 1.1 MILE EAST ALONG STATE HIGHWAY
 JA0801'58, ABOUT 1.45 MILES WEST OF THE LAWRENCE-GREENE COUNTY LINE,
 JA0801'ABOUT 0.15 MILE WEST OF A WHITE FRAME HOUSE, ABOUT 0.95 MILE WEST
 JA0801'OF THE BRIDGE OVER INDIAN CREEK, 94 FEET WEST OF THE WEST END OF
 JA0801'THE SOUTH CONCRETE HEADWALL TO A PIPE CULVERT, 59 FEET SOUTH OF
 JA0801'THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHEAST OF THE EAST END
 JA0801'OF A CONCRETE HEADWALL TO A PIPE CULVERT, 11 FEET NORTH OF A POWER
 JA0801'LINE POLE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 JA0801'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 JA0801'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0138 ***********************************************************************
 JA0138  DESIGNATION -  A 281
 JA0138  PID         -  JA0138
 JA0138  STATE/COUNTY-  IN/LAWRENCE
 JA0138  COUNTRY     -  US
 JA0138  USGS QUAD   -  BEDFORD EAST (2019)
 JA0138
 JA0138                         *CURRENT SURVEY CONTROL
 JA0138  ______________________________________________________________________
 JA0138* NAD 83(1986) POSITION- 38 52 12.     (N) 086 29 19.     (W)   SCALED
 JA0138* NAVD 88 ORTHO HEIGHT -   211.953 (meters)      695.38  (feet) ADJUSTED
 JA0138  ______________________________________________________________________
 JA0138  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 JA0138  DYNAMIC HEIGHT  -        211.821 (meters)      694.95  (feet) COMP
 JA0138  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JA0138
 JA0138  VERT ORDER      -  FIRST     CLASS II
 JA0138
 JA0138.The horizontal coordinates were scaled from a map and have
 JA0138.an estimated accuracy of +/- 6 seconds.
 JA0138
 JA0138.The orthometric height was determined by differential leveling and
 JA0138.adjusted by the NATIONAL GEODETIC SURVEY
 JA0138.in June 1991.
 JA0138
 JA0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0138.GEOID18 height accuracy estimate available here.
 JA0138
 JA0138.Click photographs - Photos may exist for this station.
 JA0138
 JA0138.The dynamic height is computed by dividing the NAVD 88
 JA0138.geopotential number by the normal gravity value computed on the
 JA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0138.degrees latitude (g = 980.6199 gals.).
 JA0138
 JA0138.The modeled gravity was interpolated from observed gravity values.
 JA0138
 JA0138;                    North         East    Units  Estimated Accuracy
 JA0138;SPC IN W     -   402,230.      951,610.      MT  (+/- 180 meters Scaled)
 JA0138
 JA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ443024(NAD 83)
 JA0138
 JA0138                          SUPERSEDED SURVEY CONTROL
 JA0138
 JA0138  NGVD 29 (??/??/92)  212.068  (m)          695.76   (f) ADJ UNCH    1 2
 JA0138
 JA0138.Superseded values are not recommended for survey control.
 JA0138
 JA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0138.See file dsdata.pdf to determine how the superseded data were derived.
 JA0138
 JA0138_MARKER: DB = BENCH MARK DISK
 JA0138_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0138_SP_SET: STEP
 JA0138_STAMPING: A 281 1949
 JA0138_MARK LOGO: CGS
 JA0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0138
 JA0138  HISTORY     - Date     Condition        Report By
 JA0138  HISTORY     - 1949     MONUMENTED       CGS
 JA0138  HISTORY     - 1967     GOOD             CGS
 JA0138
 JA0138                          STATION DESCRIPTION
 JA0138
 JA0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0138'AT BEDFORD.
 JA0138'AT BEDFORD, ABOUT 0.65 MILE NORTH ALONG HIGHWAY 37 FROM THE
 JA0138'JUNCTION OF HIGHWAYS 37 AND 50, SET IN THE TOP OF THE NORTH END
 JA0138'OF THE FIRST STEP OF THE EAST ABUTMENT OF THE CHICAGO,
 JA0138'INDIANAPOLIS AND LOUISVILLE RAILROAD SPUR TO THE DARK HALLOW
 JA0138'MINES OVERPASS, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 JA0138'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0138
 JA0138                          STATION RECOVERY (1967)
 JA0138
 JA0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0782 ***********************************************************************
 JA0782  DESIGNATION -  A 282
 JA0782  PID         -  JA0782
 JA0782  STATE/COUNTY-  IN/LAWRENCE
 JA0782  COUNTRY     -  US
 JA0782  USGS QUAD   -  OOLITIC (2019)
 JA0782
 JA0782                         *CURRENT SURVEY CONTROL
 JA0782  ______________________________________________________________________
 JA0782* NAD 83(1986) POSITION- 38 53 18.     (N) 086 30 28.     (W)   SCALED
 JA0782* NAVD 88 ORTHO HEIGHT -   166.935 (meters)      547.69  (feet) ADJUSTED
 JA0782  ______________________________________________________________________
 JA0782  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 JA0782  DYNAMIC HEIGHT  -        166.832 (meters)      547.35  (feet) COMP
 JA0782  MODELED GRAVITY -    980,002.5   (mgal)                       NAVD 88
 JA0782
 JA0782  VERT ORDER      -  FIRST     CLASS II
 JA0782
 JA0782.The horizontal coordinates were scaled from a map and have
 JA0782.an estimated accuracy of +/- 6 seconds.
 JA0782
 JA0782.The orthometric height was determined by differential leveling and
 JA0782.adjusted by the NATIONAL GEODETIC SURVEY
 JA0782.in June 1991.
 JA0782
 JA0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0782.GEOID18 height accuracy estimate available here.
 JA0782
 JA0782.Click photographs - Photos may exist for this station.
 JA0782
 JA0782.The dynamic height is computed by dividing the NAVD 88
 JA0782.geopotential number by the normal gravity value computed on the
 JA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0782.degrees latitude (g = 980.6199 gals.).
 JA0782
 JA0782.The modeled gravity was interpolated from observed gravity values.
 JA0782
 JA0782;                    North         East    Units  Estimated Accuracy
 JA0782;SPC IN W     -   404,260.      949,940.      MT  (+/- 180 meters Scaled)
 JA0782
 JA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ426045(NAD 83)
 JA0782
 JA0782                          SUPERSEDED SURVEY CONTROL
 JA0782
 JA0782  NGVD 29 (??/??/92)  167.05   (m)          548.1    (f) COMPUTED    1 2
 JA0782
 JA0782.Superseded values are not recommended for survey control.
 JA0782
 JA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0782.See file dsdata.pdf to determine how the superseded data were derived.
 JA0782
 JA0782_MARKER: DB = BENCH MARK DISK
 JA0782_SETTING: 66 = SET IN ROCK OUTCROP
 JA0782_STAMPING: A 282 1949
 JA0782_MARK LOGO: CGS
 JA0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0782+STABILITY: POSITION/ELEVATION WELL
 JA0782
 JA0782  HISTORY     - Date     Condition        Report By
 JA0782  HISTORY     - 1949     MONUMENTED       CGS
 JA0782
 JA0782                          STATION DESCRIPTION
 JA0782
 JA0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0782'2.3 MI NW FROM BEDFORD.
 JA0782'ABOUT 2.3 MILES NORTHWEST ALONG HIGHWAY 37 FROM THE JUNCTION OF
 JA0782'THE HIGHWAYS 37 AND 50, ABOUT 1.2 MILES SOUTHEAST ALONG HIGHWAY
 JA0782'37 FROM THE GRADE SCHOOL AT OOLITIC, SET IN A LARGE ROCK OUTCROP
 JA0782'NEAR A 150 FOOT BRIDGE, 60 FEET NORTHEAST OF THE NORTHEAST CORNER
 JA0782'OF THE BRIDGE, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JA0782'ABOUT 12 FEET SOUTH OF THE NORTH EDGE OF THE ROCK LEDGE AND ABOUT
 JA0782'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1219 ***********************************************************************
 JA1219  DESIGNATION -  A 283
 JA1219  PID         -  JA1219
 JA1219  STATE/COUNTY-  IN/POSEY
 JA1219  COUNTRY     -  US
 JA1219  USGS QUAD   -  SOLITUDE (2019)
 JA1219
 JA1219                         *CURRENT SURVEY CONTROL
 JA1219  ______________________________________________________________________
 JA1219* NAD 83(1986) POSITION- 38 07 13.     (N) 087 56 07.     (W)   SCALED
 JA1219* NAVD 88 ORTHO HEIGHT -   122.473 (meters)      401.81  (feet) ADJUSTED
 JA1219  ______________________________________________________________________
 JA1219  GEOID HEIGHT    -        -30.812 (meters)                     GEOID18
 JA1219  DYNAMIC HEIGHT  -        122.391 (meters)      401.54  (feet) COMP
 JA1219  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 JA1219
 JA1219  VERT ORDER      -  FIRST     CLASS II
 JA1219
 JA1219.The horizontal coordinates were scaled from a map and have
 JA1219.an estimated accuracy of +/- 6 seconds.
 JA1219
 JA1219.The orthometric height was determined by differential leveling and
 JA1219.adjusted by the NATIONAL GEODETIC SURVEY
 JA1219.in June 1991.
 JA1219
 JA1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1219.GEOID18 height accuracy estimate available here.
 JA1219
 JA1219.Click photographs - Photos may exist for this station.
 JA1219
 JA1219.The dynamic height is computed by dividing the NAVD 88
 JA1219.geopotential number by the normal gravity value computed on the
 JA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1219.degrees latitude (g = 980.6199 gals.).
 JA1219
 JA1219.The modeled gravity was interpolated from observed gravity values.
 JA1219
 JA1219;                    North         East    Units  Estimated Accuracy
 JA1219;SPC IN W     -   319,190.      825,300.      MT  (+/- 180 meters Scaled)
 JA1219
 JA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH180195(NAD 83)
 JA1219
 JA1219                          SUPERSEDED SURVEY CONTROL
 JA1219
 JA1219  NGVD 29 (??/??/92)  122.593  (m)          402.21   (f) ADJ UNCH    1 2
 JA1219
 JA1219.Superseded values are not recommended for survey control.
 JA1219
 JA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1219.See file dsdata.pdf to determine how the superseded data were derived.
 JA1219
 JA1219_MARKER: DB = BENCH MARK DISK
 JA1219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1219_SP_SET: CULVERT HEADWALL
 JA1219_STAMPING: A 283 1954
 JA1219_MARK LOGO: CGS
 JA1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1219+STABILITY: SURFACE MOTION
 JA1219
 JA1219  HISTORY     - Date     Condition        Report By
 JA1219  HISTORY     - 1954     MONUMENTED       CGS
 JA1219
 JA1219                          STATION DESCRIPTION
 JA1219
 JA1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1219'0.6 MI S FROM NEW HARMONY.
 JA1219'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1219'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1219'ABOUT 0.1 MILE SOUTH OF SOUTH CITY LIMITS, NEAR NEW HARMONY
 JA1219'CEMETERY, IN THE TOP OF A HEAVY CONCRETE RETAINING WALL ALONG THE
 JA1219'SOUTH EDGE OF A DRAINAGE DITCH, 169 FEET WEST OF CENTER OF
 JA1219'JUNCTION OF HIGHWAY AND A GRAVEL ROAD LEADING SOUTHWEST, 43 FEET
 JA1219'NORTH OF CENTER OF ENTRANCE DRIVE TO CEMETERY, 7 FEET NORTH OF
 JA1219'THE CENTER LINE OF THE NORTH MOST PEDESTRAIN ENTRANCE TO
 JA1219'CEMETERY, 2 FEET NORTHWEST OF AN ANGLE IN RETAINING WALL, 46 FEET
 JA1219'WEST OF WEST END OF SOUTH ABUTMENT OF A CULVERT UNDER A DRIVE NORTH
 JA1219'TO A HOUSE, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1181 ***********************************************************************
 JA1181  DESIGNATION -  A 284
 JA1181  PID         -  JA1181
 JA1181  STATE/COUNTY-  IN/GIBSON
 JA1181  COUNTRY     -  US
 JA1181  USGS QUAD   -  KEENSBURG (2018)
 JA1181
 JA1181                         *CURRENT SURVEY CONTROL
 JA1181  ______________________________________________________________________
 JA1181* NAD 83(1986) POSITION- 38 17 06.70   (N) 087 50 02.26   (W)   HD_HELD1
 JA1181* NAVD 88 ORTHO HEIGHT -   118.979 (meters)      390.35  (feet) ADJUSTED
 JA1181  ______________________________________________________________________
 JA1181  GEOID HEIGHT    -        -31.118 (meters)                     GEOID18
 JA1181  DYNAMIC HEIGHT  -        118.901 (meters)      390.09  (feet) COMP
 JA1181  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 JA1181
 JA1181  VERT ORDER      -  FIRST     CLASS II
 JA1181
 JA1181.The horizontal coordinates were determined by differentially corrected
 JA1181.hand held GPS observations or other comparable positioning techniques
 JA1181.and have an estimated accuracy of +/- 3 meters.
 JA1181
 JA1181.The orthometric height was determined by differential leveling and
 JA1181.adjusted by the NATIONAL GEODETIC SURVEY
 JA1181.in June 1991.
 JA1181
 JA1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1181.GEOID18 height accuracy estimate available here.
 JA1181
 JA1181.Click photographs - Photos may exist for this station.
 JA1181
 JA1181.The dynamic height is computed by dividing the NAVD 88
 JA1181.geopotential number by the normal gravity value computed on the
 JA1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1181.degrees latitude (g = 980.6199 gals.).
 JA1181
 JA1181.The modeled gravity was interpolated from observed gravity values.
 JA1181
 JA1181;                    North         East    Units  Estimated Accuracy
 JA1181;SPC IN W     -   337,415.9     834,328.4     MT  (+/- 3 meters HH1 GPS) 
 JA1181
 JA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2706437787(NAD 83)
 JA1181
 JA1181                          SUPERSEDED SURVEY CONTROL
 JA1181
 JA1181  NGVD 29 (??/??/92)  119.111  (m)          390.78   (f) ADJ UNCH    1 2
 JA1181
 JA1181.Superseded values are not recommended for survey control.
 JA1181
 JA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1181.See file dsdata.pdf to determine how the superseded data were derived.
 JA1181
 JA1181_MARKER: DB = BENCH MARK DISK
 JA1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1181_SP_SET: BRIDGE
 JA1181_STAMPING: A 284 1954
 JA1181_MARK LOGO: CGS
 JA1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1181
 JA1181  HISTORY     - Date     Condition        Report By
 JA1181  HISTORY     - 1954     MONUMENTED       CGS
 JA1181
 JA1181                          STATION DESCRIPTION
 JA1181
 JA1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1181'AT CROWLEYVILLE.
 JA1181'AT CROWLEYVILLE, ALONG GRAVEL ROAD PARALLELING LEFT BANK OF
 JA1181'WABASH RIVER, AT 90-FOOT STEEL BRIDGE OVER SUMNER DITCH, IN THE
 JA1181'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 JA1181'BRIDGE, 9 FEET NORTHEAST OF CENTER LINE OF ROAD, 1.8 FEET
 JA1181'NORTHEAST OF NORTH CORNER OF STEEL SPAN OF BRIDGE AND ABOUT
 JA1181'1 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1491 ***********************************************************************
 ME1491  DESIGNATION -  A 286
 ME1491  PID         -  ME1491
 ME1491  STATE/COUNTY-  IN/LAKE
 ME1491  COUNTRY     -  US
 ME1491  USGS QUAD   -  ILLIANA HEIGHTS (2018)
 ME1491
 ME1491                         *CURRENT SURVEY CONTROL
 ME1491  ______________________________________________________________________
 ME1491* NAD 83(1986) POSITION- 41 11 20.     (N) 087 30 02.     (W)   SCALED
 ME1491* NAVD 88 ORTHO HEIGHT -   191.869 (meters)      629.49  (feet) ADJUSTED
 ME1491  ______________________________________________________________________
 ME1491  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 ME1491  DYNAMIC HEIGHT  -        191.788 (meters)      629.22  (feet) COMP
 ME1491  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 ME1491
 ME1491  VERT ORDER      -  SECOND    CLASS 0
 ME1491
 ME1491.The horizontal coordinates were scaled from a map and have
 ME1491.an estimated accuracy of +/- 6 seconds.
 ME1491
 ME1491.The orthometric height was determined by differential leveling and
 ME1491.adjusted by the NATIONAL GEODETIC SURVEY
 ME1491.in June 1991.
 ME1491
 ME1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1491.GEOID18 height accuracy estimate available here.
 ME1491
 ME1491.Click photographs - Photos may exist for this station.
 ME1491
 ME1491.The dynamic height is computed by dividing the NAVD 88
 ME1491.geopotential number by the normal gravity value computed on the
 ME1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1491.degrees latitude (g = 980.6199 gals.).
 ME1491
 ME1491.The modeled gravity was interpolated from observed gravity values.
 ME1491
 ME1491;                    North         East    Units  Estimated Accuracy
 ME1491;SPC IN W     -   659,620.      865,000.      MT  (+/- 180 meters Scaled)
 ME1491
 ME1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL580598(NAD 83)
 ME1491
 ME1491                          SUPERSEDED SURVEY CONTROL
 ME1491
 ME1491  NGVD 29 (??/??/92)  191.957  (m)          629.78   (f) ADJ UNCH    2 0
 ME1491
 ME1491.Superseded values are not recommended for survey control.
 ME1491
 ME1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1491.See file dsdata.pdf to determine how the superseded data were derived.
 ME1491
 ME1491_MARKER: DB = BENCH MARK DISK
 ME1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1491_STAMPING: A 286 1954
 ME1491_MARK LOGO: CGS
 ME1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1491+STABILITY: SURFACE MOTION
 ME1491
 ME1491  HISTORY     - Date     Condition        Report By
 ME1491  HISTORY     - 1954     MONUMENTED       CGS
 ME1491
 ME1491                          STATION DESCRIPTION
 ME1491
 ME1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1491'2.8 MI W FROM SCHNEIDER.
 ME1491'ABOUT 2.75 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1491'THE STATION AT SCHNEIDER, ABOUT 1.2 MILES EAST OF INTERSECTION
 ME1491'OF THE INDIANA-ILLINOIS STATE LINE ROAD AT ILLINOI, ABOUT 120
 ME1491'YARDS EAST OF A POINT WHERE A LARGE DRAINAGE DITCH TURNS NORTHEAST
 ME1491'AWAY FROM TRACK AND PARALLELS THE NORTH SIDE OF TRACK TO THE
 ME1491'WEST, ABOUT 32 YARDS SOUTHEAST OF TOP OF SOUTHEAST BANK OF DITCH,
 ME1491'46 FEET NORTH OF NORTH RAIL, 12 FEET NORTHWEST OF THE THIRD TELEPHONE
 ME1491'POLE EAST OF POINT WHERE DITCH LEAVES THE TRACK, 1 FOOT SOUTH OF
 ME1491'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME1491'6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1491'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1433 ***********************************************************************
 LB1433  DESIGNATION -  A 29
 LB1433  PID         -  LB1433
 LB1433  STATE/COUNTY-  IN/WHITE
 LB1433  COUNTRY     -  US
 LB1433  USGS QUAD   -  WOLCOTT (2019)
 LB1433
 LB1433                         *CURRENT SURVEY CONTROL
 LB1433  ______________________________________________________________________
 LB1433* NAD 83(1986) POSITION- 40 45 33.     (N) 087 04 47.     (W)   SCALED
 LB1433* NAVD 88 ORTHO HEIGHT -   222.237 (meters)      729.12  (feet) ADJUSTED
 LB1433  ______________________________________________________________________
 LB1433  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 LB1433  DYNAMIC HEIGHT  -        222.135 (meters)      728.79  (feet) COMP
 LB1433  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 LB1433
 LB1433  VERT ORDER      -  SECOND    CLASS 0
 LB1433
 LB1433.The horizontal coordinates were scaled from a map and have
 LB1433.an estimated accuracy of +/- 6 seconds.
 LB1433
 LB1433.The orthometric height was determined by differential leveling and
 LB1433.adjusted by the NATIONAL GEODETIC SURVEY
 LB1433.in June 1991.
 LB1433
 LB1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1433.GEOID18 height accuracy estimate available here.
 LB1433
 LB1433.Click photographs - Photos may exist for this station.
 LB1433
 LB1433.The dynamic height is computed by dividing the NAVD 88
 LB1433.geopotential number by the normal gravity value computed on the
 LB1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1433.degrees latitude (g = 980.6199 gals.).
 LB1433
 LB1433.The modeled gravity was interpolated from observed gravity values.
 LB1433
 LB1433;                    North         East    Units  Estimated Accuracy
 LB1433;SPC IN W     -   611,810.      900,310.      MT  (+/- 180 meters Scaled)
 LB1433
 LB1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL932120(NAD 83)
 LB1433
 LB1433                          SUPERSEDED SURVEY CONTROL
 LB1433
 LB1433  NGVD 29 (??/??/92)  222.317  (m)          729.39   (f) ADJ UNCH    2 0
 LB1433
 LB1433.Superseded values are not recommended for survey control.
 LB1433
 LB1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1433.See file dsdata.pdf to determine how the superseded data were derived.
 LB1433
 LB1433_MARKER: DB = BENCH MARK DISK
 LB1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1433_STAMPING: A 29 1934
 LB1433_MARK LOGO: CGS
 LB1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1433+STABILITY: SURFACE MOTION
 LB1433
 LB1433  HISTORY     - Date     Condition        Report By
 LB1433  HISTORY     - 1934     MONUMENTED       CGS
 LB1433  HISTORY     - 1946     GOOD             CGS
 LB1433  HISTORY     - 20120626 MARK NOT FOUND   GEOCAC
 LB1433
 LB1433                          STATION DESCRIPTION
 LB1433
 LB1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1433'1.9 MI W FROM WOLCOTT.
 LB1433'1.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1433'AT WOLCOTT, WHITE COUNTY, ONE RAIL EAST OF MILEPOST 38, AT A
 LB1433'DIRT-ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 LB1433'35 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 13 FEET WEST
 LB1433'OF A FENCE CORNER, 1.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 LB1433'LINE, AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1433'A 29 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH
 LB1433'ABOVE GROUND.
 LB1433
 LB1433                          STATION RECOVERY (2012)
 LB1433
 LB1433'RECOVERY NOTE BY GEOCACHING 2012 (BPS)
 LB1433'CORN IS PLANTED OVER WHERE MARK SHOULD BE.  PROBABLY DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1014 ***********************************************************************
 ME1014  DESIGNATION -  A 291
 ME1014  PID         -  ME1014
 ME1014  STATE/COUNTY-  IN/LAKE
 ME1014  COUNTRY     -  US
 ME1014  USGS QUAD   -  HIGHLAND (2019)
 ME1014
 ME1014                         *CURRENT SURVEY CONTROL
 ME1014  ______________________________________________________________________
 ME1014* NAD 83(1986) POSITION- 41 37 07.     (N) 087 24 37.     (W)   SCALED
 ME1014* NAVD 88 ORTHO HEIGHT -   179.911 (meters)      590.26  (feet) ADJUSTED
 ME1014  ______________________________________________________________________
 ME1014  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 ME1014  DYNAMIC HEIGHT  -        179.845 (meters)      590.04  (feet) COMP
 ME1014  MODELED GRAVITY -    980,254.1   (mgal)                       NAVD 88
 ME1014
 ME1014  VERT ORDER      -  FIRST     CLASS I
 ME1014
 ME1014.This mark is at Gary Airport (GYY)
 ME1014
 ME1014.The horizontal coordinates were scaled from a map and have
 ME1014.an estimated accuracy of +/- 6 seconds.
 ME1014
 ME1014.The orthometric height was determined by differential leveling and
 ME1014.adjusted by the NATIONAL GEODETIC SURVEY
 ME1014.in June 1991.
 ME1014
 ME1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1014.GEOID18 height accuracy estimate available here.
 ME1014
 ME1014.Click photographs - Photos may exist for this station.
 ME1014
 ME1014.The dynamic height is computed by dividing the NAVD 88
 ME1014.geopotential number by the normal gravity value computed on the
 ME1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1014.degrees latitude (g = 980.6199 gals.).
 ME1014
 ME1014.The modeled gravity was interpolated from observed gravity values.
 ME1014
 ME1014;                    North         East    Units  Estimated Accuracy
 ME1014;SPC IN W     -   707,310.      872,750.      MT  (+/- 180 meters Scaled)
 ME1014
 ME1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM658075(NAD 83)
 ME1014
 ME1014                          SUPERSEDED SURVEY CONTROL
 ME1014
 ME1014  NGVD 29 (01/19/93)  180.019  (m)          590.61   (f) ADJUSTED    1 1
 ME1014  NGVD 29 (??/??/92)  180.019  (m)          590.61   (f) SUPERSEDED  1 1
 ME1014
 ME1014.Superseded values are not recommended for survey control.
 ME1014
 ME1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1014.See file dsdata.pdf to determine how the superseded data were derived.
 ME1014
 ME1014_MARKER: DB = BENCH MARK DISK
 ME1014_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1014_SP_SET: THRESHOLD
 ME1014_STAMPING: A 291 1955
 ME1014_MARK LOGO: CGS
 ME1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1014+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1014
 ME1014  HISTORY     - Date     Condition        Report By
 ME1014  HISTORY     - 1955     MONUMENTED       CGS
 ME1014  HISTORY     - 1968     GOOD             CGS
 ME1014  HISTORY     - 1980     GOOD             NGS
 ME1014  HISTORY     - 19920806 GOOD             NGS
 ME1014
 ME1014                          STATION DESCRIPTION
 ME1014
 ME1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1014'AT GARY.
 ME1014'AT THE GARY MUNICIPAL AIRPORT, SET ON THE TOP OF THE SOUTHWEST
 ME1014'END OF THE CONCRETE DOOR CARRIAGE TO THE NORTHWEST DOOR FOR THE
 ME1014'SOUTHWEST ONE OF TWO LARGE HANGARS WITH METAL SIDING, 1.2 FEET
 ME1014'NORTHEAST OF THE SOUTHWEST EDGE OF THE DOOR AND ABOUT LEVEL
 ME1014'WITH THE CONCRETE RAMP.  SEC 36, T 37 N, R 9 W.
 ME1014
 ME1014                          STATION RECOVERY (1980)
 ME1014
 ME1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ME1014'RECOVERED IN GOOD CONDITION.
 ME1014
 ME1014                          STATION RECOVERY (1992)
 ME1014
 ME1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1014'2.0 KM (1.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1014'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 0.2 SOUTHWESTERLY ALONG AN
 ME1014'APRON NORTHWEST OF THE CONFEDERATE AIR FORCE HANGAR, AT THE GARY
 ME1014'MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE THRESHOLD OF THE
 ME1014'NORTHWEST DOOR OF THE MOST SOUTHWESTERLY OF 2 LARGE HANGARS, AND 0.1
 ME1014'M (0.3 FT) NORTHWEST OD THE DOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1309 ***********************************************************************
 JA1309  DESIGNATION -  A 292
 JA1309  PID         -  JA1309
 JA1309  STATE/COUNTY-  IN/KNOX
 JA1309  COUNTRY     -  US
 JA1309  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1309
 JA1309                         *CURRENT SURVEY CONTROL
 JA1309  ______________________________________________________________________
 JA1309* NAD 83(1986) POSITION- 38 49 05.46   (N) 087 31 34.20   (W)   HD_HELD1
 JA1309* NAVD 88 ORTHO HEIGHT -   127.893 (meters)      419.60  (feet) ADJUSTED
 JA1309  ______________________________________________________________________
 JA1309  GEOID HEIGHT    -        -31.877 (meters)                     GEOID18
 JA1309  DYNAMIC HEIGHT  -        127.815 (meters)      419.34  (feet) COMP
 JA1309  MODELED GRAVITY -    980,020.6   (mgal)                       NAVD 88
 JA1309
 JA1309  VERT ORDER      -  FIRST     CLASS II
 JA1309
 JA1309.The horizontal coordinates were determined by differentially corrected
 JA1309.hand held GPS observations or other comparable positioning techniques
 JA1309.and have an estimated accuracy of +/- 3 meters.
 JA1309
 JA1309.The orthometric height was determined by differential leveling and
 JA1309.adjusted by the NATIONAL GEODETIC SURVEY
 JA1309.in June 1991.
 JA1309
 JA1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1309.GEOID18 height accuracy estimate available here.
 JA1309
 JA1309.Click photographs - Photos may exist for this station.
 JA1309
 JA1309.The dynamic height is computed by dividing the NAVD 88
 JA1309.geopotential number by the normal gravity value computed on the
 JA1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1309.degrees latitude (g = 980.6199 gals.).
 JA1309
 JA1309.The modeled gravity was interpolated from observed gravity values.
 JA1309
 JA1309;                    North         East    Units  Estimated Accuracy
 JA1309;SPC IN W     -   396,406.0     861,542.2     MT  (+/- 3 meters HH1 GPS) 
 JA1309
 JA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5432196731(NAD 83)
 JA1309
 JA1309                          SUPERSEDED SURVEY CONTROL
 JA1309
 JA1309  NGVD 29 (??/??/92)  128.023  (m)          420.02   (f) ADJ UNCH    1 2
 JA1309
 JA1309.Superseded values are not recommended for survey control.
 JA1309
 JA1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1309.See file dsdata.pdf to determine how the superseded data were derived.
 JA1309
 JA1309_MARKER: DB = BENCH MARK DISK
 JA1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1309_STAMPING: A 292 1956
 JA1309_MARK LOGO: CGS
 JA1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1309+STABILITY: SURFACE MOTION
 JA1309
 JA1309  HISTORY     - Date     Condition        Report By
 JA1309  HISTORY     - 1956     MONUMENTED       CGS
 JA1309
 JA1309                          STATION DESCRIPTION
 JA1309
 JA1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1309'NEAR RUSSELLVILLE.
 JA1309'ON THE LEFT BANK OF WABASH RIVER, OPPOSITE RUSSELLVILLE, LAWRENCE
 JA1309'COUNTY, ILLINOIS, IN SECTION 4, T.4 N., R.10 W., AT OLD ABANDONED
 JA1309'FERRY LANDING, 76 FEET NORTH OF CENTER LINE OF OLD FERRY ROAD,
 JA1309'82 1/2 FEET EAST OF A WELL WITH PUMP AT A CAMP SITE, 36 FEET
 JA1309'EAST OF CENTER LINE OF DRIVE TO CAMP SITE, 19 FEET SOUTHWEST
 JA1309'OF A TRIANGULAR BLAZED 16-INCH ELM TREE, 11 FEET NORTH-NORHTEAST
 JA1309'OF A TRIANGULAR BLAZED TWIN 26-INCH ELM TREE, 2 1/2 FEET
 JA1309'SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 JA1309'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1309'PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM OAKTOWN,
 JA1309'KNOX COUNTY, BY GOING ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41,
 JA1309'FROM THE CEMETERY, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST
 JA1309'ALONG A BLACK TOP ROAD, THENCE ABOUT 2.1 MILES SOUTH ALONG A
 JA1309'GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD,
 JA1309'THENCE ABOUT 1.0 MILE SOUTH ALONG A ROAD FOLLOWING EAST SIDE OF
 JA1309'LEVEE, THENCE ABOUT 0.45 MILE WEST ALONG A ROAD TO ABANDONED
 JA1309'FERRY LANDING AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1095 ***********************************************************************
 KA1095  DESIGNATION -  A 293
 KA1095  PID         -  KA1095
 KA1095  STATE/COUNTY-  IN/VIGO
 KA1095  COUNTRY     -  US
 KA1095  USGS QUAD   -  TERRE HAUTE (2019)
 KA1095
 KA1095                         *CURRENT SURVEY CONTROL
 KA1095  ______________________________________________________________________
 KA1095* NAD 83(1986) POSITION- 39 28 25.     (N) 087 24 43.     (W)   SCALED
 KA1095* NAVD 88 ORTHO HEIGHT -   150.838 (meters)      494.87  (feet) ADJUSTED
 KA1095  ______________________________________________________________________
 KA1095  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 KA1095  DYNAMIC HEIGHT  -        150.753 (meters)      494.60  (feet) COMP
 KA1095  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 KA1095
 KA1095  VERT ORDER      -  FIRST     CLASS II
 KA1095
 KA1095.The horizontal coordinates were scaled from a map and have
 KA1095.an estimated accuracy of +/- 6 seconds.
 KA1095
 KA1095.The orthometric height was determined by differential leveling and
 KA1095.adjusted by the NATIONAL GEODETIC SURVEY
 KA1095.in June 1991.
 KA1095
 KA1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1095.GEOID18 height accuracy estimate available here.
 KA1095
 KA1095.Click photographs - Photos may exist for this station.
 KA1095
 KA1095.The dynamic height is computed by dividing the NAVD 88
 KA1095.geopotential number by the normal gravity value computed on the
 KA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1095.degrees latitude (g = 980.6199 gals.).
 KA1095
 KA1095.The modeled gravity was interpolated from observed gravity values.
 KA1095
 KA1095;                    North         East    Units  Estimated Accuracy
 KA1095;SPC IN W     -   469,130.      871,730.      MT  (+/- 180 meters Scaled)
 KA1095
 KA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ645694(NAD 83)
 KA1095
 KA1095                          SUPERSEDED SURVEY CONTROL
 KA1095
 KA1095  NGVD 29 (??/??/92)  150.940  (m)          495.21   (f) ADJ UNCH    1 2
 KA1095
 KA1095.Superseded values are not recommended for survey control.
 KA1095
 KA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1095.See file dsdata.pdf to determine how the superseded data were derived.
 KA1095
 KA1095_MARKER: DB = BENCH MARK DISK
 KA1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1095_SP_SET: BUILDING
 KA1095_STAMPING: A 293 1956
 KA1095_MARK LOGO: CGS
 KA1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1095
 KA1095  HISTORY     - Date     Condition        Report By
 KA1095  HISTORY     - 1956     MONUMENTED       CGS
 KA1095  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1095  HISTORY     - 19900609 MARK NOT FOUND   USPSQD
 KA1095
 KA1095                          STATION DESCRIPTION
 KA1095
 KA1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1095'AT TERRE HAUTE.
 KA1095'AT TERRE HAUTE, ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA
 KA1095'RAILROAD FROM THE UNION STATION, AT CROSSING OF P.R.R. AND NORTH
 KA1095'FOURTH STREET, SET VERTICALLY IN THE NORTH BRICK FACE OF
 KA1095'WAREHOUSE OF H.P. SHIRLEY AND COMPANY WHOLESALE GROCERS, 41 FEET
 KA1095'SOUTH OF SOUTH RAIL OF MAIN TRACK, 36 FEET EAST OF CENTER LINE
 KA1095'OF NORTH 4TH STREET, 2 FEET EAST OF NORTHWEST CORNER OF BUILDING
 KA1095'AND 3 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 KA1095
 KA1095                          STATION RECOVERY (1985)
 KA1095
 KA1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1095'THE BUILDING HAS BEEN REMOVED.
 KA1095
 KA1095                          STATION RECOVERY (1990)
 KA1095
 KA1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1110 ***********************************************************************
 KA1110  DESIGNATION -  A 294
 KA1110  PID         -  KA1110
 KA1110  STATE/COUNTY-  IN/VIGO
 KA1110  COUNTRY     -  US
 KA1110  USGS QUAD   -  TERRE HAUTE (2019)
 KA1110
 KA1110                         *CURRENT SURVEY CONTROL
 KA1110  ______________________________________________________________________
 KA1110* NAD 83(1986) POSITION- 39 27 28.     (N) 087 24 58.     (W)   SCALED
 KA1110* NAVD 88 ORTHO HEIGHT -   148.619 (meters)      487.59  (feet) ADJUSTED
 KA1110  ______________________________________________________________________
 KA1110  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KA1110  DYNAMIC HEIGHT  -        148.534 (meters)      487.32  (feet) COMP
 KA1110  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA1110
 KA1110  VERT ORDER      -  FIRST     CLASS II
 KA1110
 KA1110.The horizontal coordinates were scaled from a map and have
 KA1110.an estimated accuracy of +/- 6 seconds.
 KA1110
 KA1110.The orthometric height was determined by differential leveling and
 KA1110.adjusted by the NATIONAL GEODETIC SURVEY
 KA1110.in June 1991.
 KA1110
 KA1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1110.GEOID18 height accuracy estimate available here.
 KA1110
 KA1110.Click photographs - Photos may exist for this station.
 KA1110
 KA1110.The dynamic height is computed by dividing the NAVD 88
 KA1110.geopotential number by the normal gravity value computed on the
 KA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1110.degrees latitude (g = 980.6199 gals.).
 KA1110
 KA1110.The modeled gravity was interpolated from observed gravity values.
 KA1110
 KA1110;                    North         East    Units  Estimated Accuracy
 KA1110;SPC IN W     -   467,370.      871,360.      MT  (+/- 180 meters Scaled)
 KA1110
 KA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642676(NAD 83)
 KA1110
 KA1110                          SUPERSEDED SURVEY CONTROL
 KA1110
 KA1110  NGVD 29 (??/??/92)  148.717  (m)          487.92   (f) ADJ UNCH    1 2
 KA1110
 KA1110.Superseded values are not recommended for survey control.
 KA1110
 KA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1110.See file dsdata.pdf to determine how the superseded data were derived.
 KA1110
 KA1110_MARKER: DB = BENCH MARK DISK
 KA1110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1110_STAMPING: A 294 1956
 KA1110_MARK LOGO: CGS
 KA1110_PROJECTION: FLUSH
 KA1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1110
 KA1110  HISTORY     - Date     Condition        Report By
 KA1110  HISTORY     - 1956     MONUMENTED       CGS
 KA1110  HISTORY     - 19900609 POOR             USPSQD
 KA1110
 KA1110                          STATION DESCRIPTION
 KA1110
 KA1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1110'AT TERRE HAUTE.
 KA1110'AT TERRE HAUTE, ABOUT 0.6 MILE SOUTH ALONG FIRST STREET FROM THE
 KA1110'INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), 33 FEET WEST OF
 KA1110'WEST CURB OF FIRST STREET, 65 FEET SOUTHWEST OF CENTER OF
 KA1110'JUNCTION OF FIRST STREET AND PARK STREET LEADING EAST, 28 FEET
 KA1110'SOUTH OF CENTER LINE OF MAIN ENTRANCE TO FAIRBANKS PARK, 22 FEET
 KA1110'NORTHWEST OF A 14-INCH MAPLE TREE, 10 1/2 FEET NORTH-NORTHEAST
 KA1110'OF A 14-INCH SYCAMORE TREE, 1 1/2 FEET NORTHEAST OF NORTHEAST
 KA1110'CORNER OF AN ANGLE IN A CONCRETE CURB ON PARK GROUNDS, ABOUT
 KA1110'1 1/2 FEET ABOVE LEVEL OF STREET AND IS A DISK ON COPPER COATED
 KA1110'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH
 KA1110'TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A DEPTH OF
 KA1110'60-FEET IN GROUND.
 KA1110
 KA1110                          STATION RECOVERY (1990)
 KA1110
 KA1110'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1110'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0103 ***********************************************************************
 ME0103  DESIGNATION -  A 295
 ME0103  PID         -  ME0103
 ME0103  STATE/COUNTY-  IN/ST JOSEPH
 ME0103  COUNTRY     -  US
 ME0103  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0103
 ME0103                         *CURRENT SURVEY CONTROL
 ME0103  ______________________________________________________________________
 ME0103* NAD 83(1986) POSITION- 41 42 03.     (N) 086 18 44.     (W)   SCALED
 ME0103* NAVD 88 ORTHO HEIGHT -   233.960 (meters)      767.58  (feet) ADJUSTED
 ME0103  ______________________________________________________________________
 ME0103  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 ME0103  DYNAMIC HEIGHT  -        233.871 (meters)      767.29  (feet) COMP
 ME0103  MODELED GRAVITY -    980,237.5   (mgal)                       NAVD 88
 ME0103
 ME0103  VERT ORDER      -  SECOND    CLASS 0
 ME0103
 ME0103.This mark is at Michiana Regional Trans Center Airport (SBN)
 ME0103
 ME0103.The horizontal coordinates were scaled from a map and have
 ME0103.an estimated accuracy of +/- 6 seconds.
 ME0103
 ME0103.The orthometric height was determined by differential leveling and
 ME0103.adjusted by the NATIONAL GEODETIC SURVEY
 ME0103.in June 1991.
 ME0103
 ME0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0103.GEOID18 height accuracy estimate available here.
 ME0103
 ME0103.Click photographs - Photos may exist for this station.
 ME0103
 ME0103.The dynamic height is computed by dividing the NAVD 88
 ME0103.geopotential number by the normal gravity value computed on the
 ME0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0103.degrees latitude (g = 980.6199 gals.).
 ME0103
 ME0103.The modeled gravity was interpolated from observed gravity values.
 ME0103
 ME0103;                    North         East    Units  Estimated Accuracy
 ME0103;SPC IN E     -   716,590.       46,270.      MT  (+/- 180 meters Scaled)
 ME0103
 ME0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM572167(NAD 83)
 ME0103
 ME0103                          SUPERSEDED SURVEY CONTROL
 ME0103
 ME0103  NGVD 29 (??/??/92)  234.078  (m)          767.97   (f) ADJ UNCH    2 0
 ME0103
 ME0103.Superseded values are not recommended for survey control.
 ME0103
 ME0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0103.See file dsdata.pdf to determine how the superseded data were derived.
 ME0103
 ME0103_MARKER: DB = BENCH MARK DISK
 ME0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0103_SP_SET: BUILDING
 ME0103_STAMPING: A 295 1958
 ME0103_MARK LOGO: CGS
 ME0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0103
 ME0103  HISTORY     - Date     Condition        Report By
 ME0103  HISTORY     - 1958     MONUMENTED       CGS
 ME0103  HISTORY     - 1970     GOOD             NGS
 ME0103
 ME0103                          STATION DESCRIPTION
 ME0103
 ME0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0103'4 MI NW FROM SOUTH BEND.
 ME0103'THE STATION IS LOCATED ON BENDIX FIELD, ST. JOSEPH CO. AIRPORT,
 ME0103'SOUTH BEND, INDIANA.  IT IS ON THE NORTH SIDE OF THE ADMINISTRATION
 ME0103'BUILDING AND CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF
 ME0103'THE FIRST OVERHEAD LIGHT EAST OF THE CONTROL TOWER, 26 FEET
 ME0103'EAST OF THE PASSENGER ENTRANCE.  A STANDARD DISK, STAMPED
 ME0103'A 295 1958.
 ME0103
 ME0103                          STATION RECOVERY (1970)
 ME0103
 ME0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1058 ***********************************************************************
 HA1058  DESIGNATION -  A 296
 HA1058  PID         -  HA1058
 HA1058  STATE/COUNTY-  IN/VANDERBURGH
 HA1058  COUNTRY     -  US
 HA1058  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1058
 HA1058                         *CURRENT SURVEY CONTROL
 HA1058  ______________________________________________________________________
 HA1058* NAD 83(1986) POSITION- 37 58 46.7    (N) 087 33 10.5    (W)   HD_HELD2
 HA1058* NAVD 88 ORTHO HEIGHT -   118.201 (meters)      387.80  (feet) ADJUSTED
 HA1058  ______________________________________________________________________
 HA1058  GEOID HEIGHT    -        -31.041 (meters)                     GEOID18
 HA1058  DYNAMIC HEIGHT  -        118.120 (meters)      387.53  (feet) COMP
 HA1058  MODELED GRAVITY -    979,940.0   (mgal)                       NAVD 88
 HA1058
 HA1058  VERT ORDER      -  FIRST     CLASS II
 HA1058
 HA1058.The horizontal coordinates were established by autonomous hand held GPS
 HA1058.observations and have an estimated accuracy of +/- 10 meters.
 HA1058
 HA1058.The orthometric height was determined by differential leveling and
 HA1058.adjusted by the NATIONAL GEODETIC SURVEY
 HA1058.in June 1991.
 HA1058
 HA1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1058.GEOID18 height accuracy estimate available here.
 HA1058
 HA1058.Click photographs - Photos may exist for this station.
 HA1058
 HA1058.The dynamic height is computed by dividing the NAVD 88
 HA1058.geopotential number by the normal gravity value computed on the
 HA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1058.degrees latitude (g = 980.6199 gals.).
 HA1058
 HA1058.The modeled gravity was interpolated from observed gravity values.
 HA1058
 HA1058;                    North         East    Units  Estimated Accuracy
 HA1058;SPC IN W     -   303,338.      858,745.      MT  (+/- 10 meters HH2 GPS)
 HA1058
 HA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5144103700(NAD 83)
 HA1058
 HA1058                          SUPERSEDED SURVEY CONTROL
 HA1058
 HA1058  NGVD 29 (??/??/92)  118.294  (m)          388.10   (f) ADJ UNCH    1 2
 HA1058
 HA1058.Superseded values are not recommended for survey control.
 HA1058
 HA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1058.See file dsdata.pdf to determine how the superseded data were derived.
 HA1058
 HA1058_MARKER: DB = BENCH MARK DISK
 HA1058_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1058+WITH SETTING: PAVEMENT
 HA1058_SP_SET: ELECTRIC BOX BASE
 HA1058_STAMPING: A 296 1960
 HA1058_MARK LOGO: CGS
 HA1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1058+STABILITY: SURFACE MOTION
 HA1058
 HA1058  HISTORY     - Date     Condition        Report By
 HA1058  HISTORY     - 1960     MONUMENTED       CGS
 HA1058  HISTORY     - 1965     GOOD             CGS
 HA1058  HISTORY     - 1985     GOOD             NGS
 HA1058  HISTORY     - 1987     GOOD             USPSQD
 HA1058  HISTORY     - 19950110 GOOD             USPSQD
 HA1058  HISTORY     - 19981107 GOOD             USPSQD
 HA1058  HISTORY     - 20150505 GOOD             GEOCAC
 HA1058
 HA1058                          STATION DESCRIPTION
 HA1058
 HA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1058'1.5 MI NE FROM EVANSVILLE.
 HA1058'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE
 HA1058'POST OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN
 HA1058'STREET TO THE INTERSECTION OF MAIN STREET AND DIVISION STREET,
 HA1058'THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE 0.3 MILE
 HA1058'NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD AT A CROSSING OF
 HA1058'THE RAILROAD AND FRANKLIN STREET, 176 FEET SOUTHWEST OF THE CENTER
 HA1058'OF THE CROSSING, SET IN THE CENTER OF THE TOP OF AN ABANDONED
 HA1058'FOOTING, AT THE NORTH SIDE OF AN ELECTRICAL JUNCTION BOX, 23.6
 HA1058'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6.5 FEET SOUTH
 HA1058'OF THE SOUTH RAIL OF A SIDETRACK LEADING TO THE WHIRLPOOL
 HA1058'CORPORATION BUILDING, ABOUT LEVEL WITH THE RAILS, AND ABOUT 7
 HA1058'INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE NEW YORK CENTRAL
 HA1058'RAILROAD IS NOW THE PENN CENTRAL COMPANY.
 HA1058
 HA1058                          STATION RECOVERY (1985)
 HA1058
 HA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1058'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1058'AT THE INTERSECTION OF FRANKLIN STREET AND LINDWOOD AVENUE.  ADD--34.2
 HA1058'M (112.2 FT) SOUTH OF THE STREET CENTER, AND 25.9 M (85.0 FT) EAST OF
 HA1058'THE EXTENDED AVENUE CENTER.
 HA1058
 HA1058                          STATION RECOVERY (1987)
 HA1058
 HA1058'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1058'RECOVERED IN GOOD CONDITION.
 HA1058
 HA1058                          STATION RECOVERY (1995)
 HA1058
 HA1058'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1058'RECOVERED IN GOOD CONDITION.
 HA1058
 HA1058                          STATION RECOVERY (1998)
 HA1058
 HA1058'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1058'RECOVERED IN GOOD CONDITION.
 HA1058
 HA1058                          STATION RECOVERY (2015)
 HA1058
 HA1058'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1058'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1279 ***********************************************************************
 JA1279  DESIGNATION -  A 3
 JA1279  PID         -  JA1279
 JA1279  STATE/COUNTY-  IN/KNOX
 JA1279  COUNTRY     -  US
 JA1279  USGS QUAD   -  VINCENNES (2019)
 JA1279
 JA1279                         *CURRENT SURVEY CONTROL
 JA1279  ______________________________________________________________________
 JA1279* NAD 83(1986) POSITION- 38 40 35.6    (N) 087 31 37.7    (W)   HD_HELD2
 JA1279* NAVD 88 ORTHO HEIGHT -   131.818 (meters)      432.47  (feet) ADJUSTED
 JA1279  ______________________________________________________________________
 JA1279  GEOID HEIGHT    -        -31.773 (meters)                     GEOID18
 JA1279  DYNAMIC HEIGHT  -        131.736 (meters)      432.20  (feet) COMP
 JA1279  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 JA1279
 JA1279  VERT ORDER      -  FIRST     CLASS II
 JA1279
 JA1279.The horizontal coordinates were established by autonomous hand held GPS
 JA1279.observations and have an estimated accuracy of +/- 10 meters.
 JA1279
 JA1279.The orthometric height was determined by differential leveling and
 JA1279.adjusted by the NATIONAL GEODETIC SURVEY
 JA1279.in June 1991.
 JA1279
 JA1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1279.GEOID18 height accuracy estimate available here.
 JA1279
 JA1279.Click photographs - Photos may exist for this station.
 JA1279
 JA1279.The dynamic height is computed by dividing the NAVD 88
 JA1279.geopotential number by the normal gravity value computed on the
 JA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1279.degrees latitude (g = 980.6199 gals.).
 JA1279
 JA1279.The modeled gravity was interpolated from observed gravity values.
 JA1279
 JA1279;                    North         East    Units  Estimated Accuracy
 JA1279;SPC IN W     -   380,685.      861,382.      MT  (+/- 10 meters HH2 GPS)
 JA1279
 JA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5414681016(NAD 83)
 JA1279
 JA1279                          SUPERSEDED SURVEY CONTROL
 JA1279
 JA1279  NGVD 29 (??/??/92)  131.951  (m)          432.91   (f) ADJ UNCH    1 2
 JA1279
 JA1279.Superseded values are not recommended for survey control.
 JA1279
 JA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1279.See file dsdata.pdf to determine how the superseded data were derived.
 JA1279
 JA1279_MARKER: Q = CHISELED SQUARE
 JA1279_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JA1279_SP_SET: FOUNDATION
 JA1279_MARK LOGO: NONE
 JA1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1279+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 JA1279
 JA1279  HISTORY     - Date     Condition        Report By
 JA1279  HISTORY     - 1882     MONUMENTED       CGS
 JA1279  HISTORY     - 1965     GOOD             CGS
 JA1279  HISTORY     - 1986     GOOD             NGS
 JA1279  HISTORY     - 20080930 GOOD             GEOCAC
 JA1279  HISTORY     - 20130712 GOOD             PATRIC
 JA1279
 JA1279                          STATION DESCRIPTION
 JA1279
 JA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1279'0.7 MI SW FROM VINCENNES.
 JA1279'ABOUT 0.7 MILE SOUTHWEST ALONG 7TH STREET, WHICH IS ALSO U.S.
 JA1279'HIGHWAY 50, FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JA1279'VINCENNES, AT THE KNOX COUNTY COURTHOUSE, 119 FEET SOUTHEAST OF
 JA1279'THE CENTER LINE OF 7TH STREET, 5 FEET SOUTHWEST OF THE SOUTHWEST
 JA1279'STONE BANNISTER AT THE NORTHWEST ENTRANCE TO THE BUILDING, 18.0
 JA1279'FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING, ABOUT 5 FEET
 JA1279'ABOVE THE TOP STEP OF A STAIRWAY LEADING TO THE BASEMENT, ON
 JA1279'THE TOP OF A SLOPING GRANITE LEDGE, THE BOTTOM OF A SQUARE HOLE,
 JA1279'SUROUNDED BY THE CHISELED LETTERS A 3 USC AND GS BM 1882, ABOUT
 JA1279'5 1/2 FEET ABOVE THE GROUND.  NOTE-- THE BALTIMORE AND OHIO
 JA1279'RAILROAD STATION IS ALSO THE UNION STATION.
 JA1279
 JA1279                          STATION RECOVERY (1986)
 JA1279
 JA1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1279'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 JA1279'DELETE--ABOUT 5 FEET ABOVE THE TOP STEP OF A STAIRWAY LEADING TO THE
 JA1279'BASEMENT.
 JA1279
 JA1279                          STATION RECOVERY (2008)
 JA1279
 JA1279'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1279'THE STAIRWAY TO THE BASEMENT HAS BEEN CLOSED.
 JA1279
 JA1279                          STATION RECOVERY (2013)
 JA1279
 JA1279'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2013 (SAL)
 JA1279'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1188 ***********************************************************************
 LB1188  DESIGNATION -  A 30
 LB1188  PID         -  LB1188
 LB1188  STATE/COUNTY-  IN/WHITE
 LB1188  COUNTRY     -  US
 LB1188  USGS QUAD   -  MONON (2019)
 LB1188
 LB1188                         *CURRENT SURVEY CONTROL
 LB1188  ______________________________________________________________________
 LB1188* NAD 83(1986) POSITION- 40 48 50.     (N) 086 52 33.     (W)   SCALED
 LB1188* NAVD 88 ORTHO HEIGHT -   208.371 (meters)      683.63  (feet) ADJUSTED
 LB1188  ______________________________________________________________________
 LB1188  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 LB1188  DYNAMIC HEIGHT  -        208.277 (meters)      683.32  (feet) COMP
 LB1188  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 LB1188
 LB1188  VERT ORDER      -  SECOND    CLASS 0
 LB1188
 LB1188.The horizontal coordinates were scaled from a map and have
 LB1188.an estimated accuracy of +/- 6 seconds.
 LB1188
 LB1188.The orthometric height was determined by differential leveling and
 LB1188.adjusted by the NATIONAL GEODETIC SURVEY
 LB1188.in June 1991.
 LB1188
 LB1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1188.GEOID18 height accuracy estimate available here.
 LB1188
 LB1188.Click photographs - Photos may exist for this station.
 LB1188
 LB1188.The dynamic height is computed by dividing the NAVD 88
 LB1188.geopotential number by the normal gravity value computed on the
 LB1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1188.degrees latitude (g = 980.6199 gals.).
 LB1188
 LB1188.The modeled gravity was interpolated from observed gravity values.
 LB1188
 LB1188;                    North         East    Units  Estimated Accuracy
 LB1188;SPC IN W     -   617,910.      917,510.      MT  (+/- 180 meters Scaled)
 LB1188
 LB1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL104181(NAD 83)
 LB1188
 LB1188                          SUPERSEDED SURVEY CONTROL
 LB1188
 LB1188  NGVD 29 (??/??/92)  208.469  (m)          683.95   (f) ADJ UNCH    2 0
 LB1188
 LB1188.Superseded values are not recommended for survey control.
 LB1188
 LB1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1188.See file dsdata.pdf to determine how the superseded data were derived.
 LB1188
 LB1188_MARKER: DB = BENCH MARK DISK
 LB1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1188_STAMPING: A 30 1934
 LB1188_MARK LOGO: CGS
 LB1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1188+STABILITY: SURFACE MOTION
 LB1188
 LB1188  HISTORY     - Date     Condition        Report By
 LB1188  HISTORY     - 1934     MONUMENTED       CGS
 LB1188
 LB1188                          STATION DESCRIPTION
 LB1188
 LB1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1188'4.2 MI N FROM REYNOLDS.
 LB1188'4.2 MILES NORTH ALONG THE CHICAGO TO LOUISVILLE DIVISION OF THE
 LB1188'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT
 LB1188'REYNOLDS, WHITE COUNTY, 2.8 MILES SOUTH OF THE STATION AT MONON,
 LB1188'29 RAILS SOUTH OF THE CENTER OF THE RAILWAY BRIDGE 91.2 OVER
 LB1188'HOAGLAND DITCH, 8-1/2 RAILS NORTH OF RAILWAY BRIDGE 91.6, 14
 LB1188'YARDS WEST OF THE WEST RAIL, 8 YARDS EAST OF THE CENTERLINE OF
 LB1188'STATE HIGHWAY 43, AND 18 INCHES EAST OF A FENCE LINE.  A STANDARD
 LB1188'DISK, STAMPED A 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB1188'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0797 ***********************************************************************
 MD0797  DESIGNATION -  A 305
 MD0797  PID         -  MD0797
 MD0797  STATE/COUNTY-  IN/WHITLEY
 MD0797  COUNTRY     -  US
 MD0797  USGS QUAD   -  ARCOLA (2019)
 MD0797
 MD0797                         *CURRENT SURVEY CONTROL
 MD0797  ______________________________________________________________________
 MD0797* NAD 83(1986) POSITION- 41 05 22.     (N) 085 22 26.     (W)   SCALED
 MD0797* NAVD 88 ORTHO HEIGHT -   266.663 (meters)      874.88  (feet) ADJUSTED
 MD0797  ______________________________________________________________________
 MD0797  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 MD0797  DYNAMIC HEIGHT  -        266.557 (meters)      874.53  (feet) COMP
 MD0797  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 MD0797
 MD0797  VERT ORDER      -  SECOND    CLASS 0
 MD0797
 MD0797.The horizontal coordinates were scaled from a map and have
 MD0797.an estimated accuracy of +/- 6 seconds.
 MD0797
 MD0797.The orthometric height was determined by differential leveling and
 MD0797.adjusted by the NATIONAL GEODETIC SURVEY
 MD0797.in June 1991.
 MD0797
 MD0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0797.GEOID18 height accuracy estimate available here.
 MD0797
 MD0797.Click photographs - Photos may exist for this station.
 MD0797
 MD0797.The dynamic height is computed by dividing the NAVD 88
 MD0797.geopotential number by the normal gravity value computed on the
 MD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0797.degrees latitude (g = 980.6199 gals.).
 MD0797
 MD0797.The modeled gravity was interpolated from observed gravity values.
 MD0797
 MD0797;                    North         East    Units  Estimated Accuracy
 MD0797;SPC IN E     -   648,530.      124,600.      MT  (+/- 180 meters Scaled)
 MD0797
 MD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL365499(NAD 83)
 MD0797
 MD0797                          SUPERSEDED SURVEY CONTROL
 MD0797
 MD0797  NGVD 29 (??/??/92)  266.817  (m)          875.38   (f) ADJ UNCH    2 0
 MD0797
 MD0797.Superseded values are not recommended for survey control.
 MD0797
 MD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0797.See file dsdata.pdf to determine how the superseded data were derived.
 MD0797
 MD0797_MARKER: DB = BENCH MARK DISK
 MD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0797_STAMPING: A 305 1963
 MD0797_MARK LOGO: CGS
 MD0797_PROJECTION: FLUSH
 MD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0797+STABILITY: SURFACE MOTION
 MD0797
 MD0797  HISTORY     - Date     Condition        Report By
 MD0797  HISTORY     - 1963     MONUMENTED       CGS
 MD0797
 MD0797                          STATION DESCRIPTION
 MD0797
 MD0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0797'4.2 MI WSW FROM ARCOLA.
 MD0797'LOCATED 4.2 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ARCOLA.
 MD0797'TO REACH THE MARK FROM THE ARCOLA POST OFFICE, GO 0.1 MILE TO
 MD0797'EME ROAD, CONTINUE SOUTH ALONG EME ROAD FOR 0.9 MILE TO BASS
 MD0797'ROAD, THENCE GO 4.0 MILES WEST ALONG BASS ROAD TO THE PROPERTY
 MD0797'OF THOMAS E. HINEN.  THE MARK IS ABOUT 450 FEET EAST OF THE
 MD0797'INTERSECTION OF COUNTY ROADS 600 E AND 500 S, 98.1 FEET SOUTHEAST
 MD0797'OF THE SOUTHEAST CORNER OF MR. HINENS HOUSE, 26.7 FEET NORTH OF
 MD0797'THE CENTERLINE OF THE ROAD, 8.8 FEET WEST OF THE WEST EDGE OF
 MD0797'MR. HINENS DRIVEWAY AND 7.2 FEET NORTHWEST OF POWER POLE 99/724.
 MD0797'A STANDARD DISK, STAMPED A 305 1963, SET IN THE TOP OF AN 8
 MD0797'INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0581 ***********************************************************************
 JZ0581  DESIGNATION -  A 306
 JZ0581  PID         -  JZ0581
 JZ0581  STATE/COUNTY-  IN/DEARBORN
 JZ0581  COUNTRY     -  US
 JZ0581  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0581
 JZ0581                         *CURRENT SURVEY CONTROL
 JZ0581  ______________________________________________________________________
 JZ0581* NAD 83(1986) POSITION- 39 04 32.     (N) 084 52 18.     (W)   SCALED
 JZ0581* NAVD 88 ORTHO HEIGHT -   141.888 (meters)      465.51  (feet) ADJUSTED
 JZ0581  ______________________________________________________________________
 JZ0581  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 JZ0581  DYNAMIC HEIGHT  -        141.799 (meters)      465.22  (feet) COMP
 JZ0581  MODELED GRAVITY -    979,998.3   (mgal)                       NAVD 88
 JZ0581
 JZ0581  VERT ORDER      -  FIRST     CLASS II
 JZ0581
 JZ0581.The horizontal coordinates were scaled from a map and have
 JZ0581.an estimated accuracy of +/- 6 seconds.
 JZ0581
 JZ0581.The orthometric height was determined by differential leveling and
 JZ0581.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0581.in June 1991.
 JZ0581
 JZ0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0581.GEOID18 height accuracy estimate available here.
 JZ0581
 JZ0581.Click photographs - Photos may exist for this station.
 JZ0581
 JZ0581.The dynamic height is computed by dividing the NAVD 88
 JZ0581.geopotential number by the normal gravity value computed on the
 JZ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0581.degrees latitude (g = 980.6199 gals.).
 JZ0581
 JZ0581.The modeled gravity was interpolated from observed gravity values.
 JZ0581
 JZ0581;                    North         East    Units  Estimated Accuracy
 JZ0581;SPC IN E     -   425,190.      168,790.      MT  (+/- 180 meters Scaled)
 JZ0581
 JZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841273(NAD 83)
 JZ0581
 JZ0581                          SUPERSEDED SURVEY CONTROL
 JZ0581
 JZ0581  NGVD 29 (??/??/92)  142.098  (m)          466.20   (f) ADJ UNCH    1 2
 JZ0581
 JZ0581.Superseded values are not recommended for survey control.
 JZ0581
 JZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0581.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0581
 JZ0581_MARKER: DB = BENCH MARK DISK
 JZ0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JZ0581_STAMPING: A 306 1964
 JZ0581_MARK LOGO: CGS
 JZ0581_PROJECTION: PROJECTING 12 CENTIMETERS
 JZ0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0581
 JZ0581  HISTORY     - Date     Condition        Report By
 JZ0581  HISTORY     - 1964     MONUMENTED       CGS
 JZ0581  HISTORY     - 1977     POOR             USGS
 JZ0581
 JZ0581                          STATION DESCRIPTION
 JZ0581
 JZ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0581'1.8 MI SW FROM LAWRENCEBURG.
 JZ0581'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0581'THE STATION AT LAWRENCEBURG, THENCE ABOUT 0.3 MILE SOUTH ALONG
 JZ0581'A FARM THAT PARALLELS TANNERS CREEK, NEAR THE CONFLUENCE OF
 JZ0581'TANNERS CREEK AND THE OHIO RIVER, ABOUT 100 YARDS NORTHWEST OF
 JZ0581'THE CONFLUENCE, ABOUT 100 YARDS NORTH OF THE NORTH BANK OF THE
 JZ0581'OHIO RIVER, 55 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 JZ0581'ABOUT 95 YARDS NORTH OF BENCH MARK C 306 DESCRIBED, 8 FEET
 JZ0581'SOUTHWEST OF A 4-FOOT SYCAMORE TREE, 2 1/2 FEET SOUTHEAST OF A
 JZ0581'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE FARM
 JZ0581'ROAD AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 JZ0581'0.4 FOOT AND PROTECTED BY A 4 INCH TILE PROJECTING 0.6 FOOT.
 JZ0581'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15 FEET.
 JZ0581
 JZ0581                          STATION RECOVERY (1977)
 JZ0581
 JZ0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0581'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0440 ***********************************************************************
 KA0440  DESIGNATION -  A 308
 KA0440  PID         -  KA0440
 KA0440  STATE/COUNTY-  IN/MONROE
 KA0440  COUNTRY     -  US
 KA0440  USGS QUAD   -  BLOOMINGTON (2019)
 KA0440
 KA0440                         *CURRENT SURVEY CONTROL
 KA0440  ______________________________________________________________________
 KA0440* NAD 83(1986) POSITION- 39 10 08.     (N) 086 32 58.     (W)   SCALED
 KA0440* NAVD 88 ORTHO HEIGHT -   251.921 (meters)      826.51  (feet) ADJUSTED
 KA0440  ______________________________________________________________________
 KA0440  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 KA0440  DYNAMIC HEIGHT  -        251.767 (meters)      826.01  (feet) COMP
 KA0440  MODELED GRAVITY -    980,009.0   (mgal)                       NAVD 88
 KA0440
 KA0440  VERT ORDER      -  SECOND    CLASS 0
 KA0440
 KA0440.The horizontal coordinates were scaled from a map and have
 KA0440.an estimated accuracy of +/- 6 seconds.
 KA0440
 KA0440.The orthometric height was determined by differential leveling and
 KA0440.adjusted by the NATIONAL GEODETIC SURVEY
 KA0440.in June 1991.
 KA0440
 KA0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0440.GEOID18 height accuracy estimate available here.
 KA0440
 KA0440.Click photographs - Photos may exist for this station.
 KA0440
 KA0440.The dynamic height is computed by dividing the NAVD 88
 KA0440.geopotential number by the normal gravity value computed on the
 KA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0440.degrees latitude (g = 980.6199 gals.).
 KA0440
 KA0440.The modeled gravity was interpolated from observed gravity values.
 KA0440
 KA0440;                    North         East    Units  Estimated Accuracy
 KA0440;SPC IN W     -   435,380.      946,140.      MT  (+/- 180 meters Scaled)
 KA0440
 KA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ389356(NAD 83)
 KA0440
 KA0440                          SUPERSEDED SURVEY CONTROL
 KA0440
 KA0440  NGVD 29 (??/??/92)  252.035  (m)          826.88   (f) ADJ UNCH    2 0
 KA0440
 KA0440.Superseded values are not recommended for survey control.
 KA0440
 KA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0440.See file dsdata.pdf to determine how the superseded data were derived.
 KA0440
 KA0440_MARKER: DB = BENCH MARK DISK
 KA0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0440_SP_SET: BRIDGE
 KA0440_STAMPING: A 308 1964
 KA0440_MARK LOGO: CGS
 KA0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0440
 KA0440  HISTORY     - Date     Condition        Report By
 KA0440  HISTORY     - 1964     MONUMENTED       CGS
 KA0440  HISTORY     - 1973     GOOD             NGS
 KA0440  HISTORY     - 1973     GOOD             INDNR
 KA0440
 KA0440                          STATION DESCRIPTION
 KA0440
 KA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0440'IN BLOOMINGTON.
 KA0440'THE STATION IS LOCATED AT THE ADAMS STREET CROSSING OF THE
 KA0440'ILLINOIS CENTRAL RAILROAD ON BRIDGE NUMBER X56-9, IN THE SECOND
 KA0440'STEP FROM THE TOP OF THE SOUTH WINGWALL OF THE CAST BRIDGE
 KA0440'ABUTMENT, 10 FEET SOUTH OF THE SOUTH RAIL, 3 1/2 FEET LOWER
 KA0440'THAN THE TRACKS.  THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE.
 KA0440
 KA0440                          STATION RECOVERY (1973)
 KA0440
 KA0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0440'RECOVERED IN GOOD CONDITION.
 KA0440
 KA0440                          STATION RECOVERY (1973)
 KA0440
 KA0440'RECOVERY NOTE BY IN DEPT OF NAT RES 1973
 KA0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0152 ***********************************************************************
 JA0152  DESIGNATION -  A 309
 JA0152  PID         -  JA0152
 JA0152  STATE/COUNTY-  IN/LAWRENCE
 JA0152  COUNTRY     -  US
 JA0152  USGS QUAD   -  MITCHELL (2019)
 JA0152
 JA0152                         *CURRENT SURVEY CONTROL
 JA0152  ______________________________________________________________________
 JA0152* NAD 83(1986) POSITION- 38 43 24.82   (N) 086 28 04.95   (W)   HD_HELD1
 JA0152* NAVD 88 ORTHO HEIGHT -   214.736 (meters)      704.51  (feet) ADJUSTED
 JA0152  ______________________________________________________________________
 JA0152  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 JA0152  DYNAMIC HEIGHT  -        214.596 (meters)      704.05  (feet) COMP
 JA0152  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 JA0152
 JA0152  VERT ORDER      -  FIRST     CLASS II
 JA0152
 JA0152.The horizontal coordinates were determined by differentially corrected
 JA0152.hand held GPS observations or other comparable positioning techniques
 JA0152.and have an estimated accuracy of +/- 3 meters.
 JA0152
 JA0152.The orthometric height was determined by differential leveling and
 JA0152.adjusted by the NATIONAL GEODETIC SURVEY
 JA0152.in June 1991.
 JA0152
 JA0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0152.GEOID18 height accuracy estimate available here.
 JA0152
 JA0152.Click photographs - Photos may exist for this station.
 JA0152
 JA0152.The dynamic height is computed by dividing the NAVD 88
 JA0152.geopotential number by the normal gravity value computed on the
 JA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0152.degrees latitude (g = 980.6199 gals.).
 JA0152
 JA0152.The modeled gravity was interpolated from observed gravity values.
 JA0152
 JA0152;                    North         East    Units  Estimated Accuracy
 JA0152;SPC IN W     -   385,988.8     953,505.7     MT  (+/- 3 meters HH1 GPS) 
 JA0152
 JA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4624286234(NAD 83)
 JA0152
 JA0152                          SUPERSEDED SURVEY CONTROL
 JA0152
 JA0152  NGVD 29 (??/??/92)  214.848  (m)          704.88   (f) ADJ UNCH    1 2
 JA0152
 JA0152.Superseded values are not recommended for survey control.
 JA0152
 JA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0152.See file dsdata.pdf to determine how the superseded data were derived.
 JA0152
 JA0152_MARKER: DB = BENCH MARK DISK
 JA0152_SETTING: 66 = SET IN ROCK OUTCROP
 JA0152_STAMPING: A 309 1965
 JA0152_MARK LOGO: CGS
 JA0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0152+STABILITY: POSITION/ELEVATION WELL
 JA0152
 JA0152  HISTORY     - Date     Condition        Report By
 JA0152  HISTORY     - 1965     MONUMENTED       CGS
 JA0152
 JA0152                          STATION DESCRIPTION
 JA0152
 JA0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0152'0.6 MI S FROM MITCHELL.
 JA0152'ABOUT 0.6 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0152'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, IN SECTION 1,
 JA0152'T 3 W, R 1 N, AT THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 JA0152'60, 290 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF A ROCK
 JA0152'OUTCROP, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.3
 JA0152'FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE
 JA0152'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0089 ***********************************************************************
 JA0089  DESIGNATION -  A 310
 JA0089  PID         -  JA0089
 JA0089  STATE/COUNTY-  IN/ORANGE
 JA0089  COUNTRY     -  US
 JA0089  USGS QUAD   -  PAOLI (2019)
 JA0089
 JA0089                         *CURRENT SURVEY CONTROL
 JA0089  ______________________________________________________________________
 JA0089* NAD 83(1986) POSITION- 38 34 44.     (N) 086 27 35.     (W)   SCALED
 JA0089* NAVD 88 ORTHO HEIGHT -   240.207 (meters)      788.08  (feet) ADJUSTED
 JA0089  ______________________________________________________________________
 JA0089  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 JA0089  DYNAMIC HEIGHT  -        240.044 (meters)      787.54  (feet) COMP
 JA0089  MODELED GRAVITY -    979,941.9   (mgal)                       NAVD 88
 JA0089
 JA0089  VERT ORDER      -  FIRST     CLASS II
 JA0089
 JA0089.The horizontal coordinates were scaled from a map and have
 JA0089.an estimated accuracy of +/- 6 seconds.
 JA0089
 JA0089.The orthometric height was determined by differential leveling and
 JA0089.adjusted by the NATIONAL GEODETIC SURVEY
 JA0089.in June 1991.
 JA0089
 JA0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0089.GEOID18 height accuracy estimate available here.
 JA0089
 JA0089.Click photographs - Photos may exist for this station.
 JA0089
 JA0089.The dynamic height is computed by dividing the NAVD 88
 JA0089.geopotential number by the normal gravity value computed on the
 JA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0089.degrees latitude (g = 980.6199 gals.).
 JA0089
 JA0089.The modeled gravity was interpolated from observed gravity values.
 JA0089
 JA0089;                    North         East    Units  Estimated Accuracy
 JA0089;SPC IN W     -   369,930.      954,340.      MT  (+/- 180 meters Scaled)
 JA0089
 JA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470701(NAD 83)
 JA0089
 JA0089                          SUPERSEDED SURVEY CONTROL
 JA0089
 JA0089  NGVD 29 (??/??/92)  240.308  (m)          788.41   (f) ADJ UNCH    1 2
 JA0089
 JA0089.Superseded values are not recommended for survey control.
 JA0089
 JA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0089.See file dsdata.pdf to determine how the superseded data were derived.
 JA0089
 JA0089_MARKER: DB = BENCH MARK DISK
 JA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0089_STAMPING: A 310 1965
 JA0089_MARK LOGO: CGS
 JA0089_PROJECTION: FLUSH
 JA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0089+STABILITY: SURFACE MOTION
 JA0089
 JA0089  HISTORY     - Date     Condition        Report By
 JA0089  HISTORY     - 1965     MONUMENTED       CGS
 JA0089
 JA0089                          STATION DESCRIPTION
 JA0089
 JA0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0089'1.7 MI N FROM PAOLI.
 JA0089'ABOUT 1.45 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0089'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, THENCE 0.1 MILE WEST
 JA0089'ALONG A GRAVELED ROAD, THENCE 0.05 MILE NORTH ALONG U.S. HIGHWAY
 JA0089'150, THENCE 0.1 MILE WEST ALONG THE PAOLI AIRPORT ROAD, 154 FEET
 JA0089'WEST OF THE SOUTHEAST CORNER OF AIRPORT OFFICE BUILDING, 82 FEET
 JA0089'NORTH OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET WEST OF THE
 JA0089'SOUTHWEST CORNER OF A GARAGE, 2 FEET SOUTHWEST OF A FENCE CORNER,
 JA0089'1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JA0089'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0684 ***********************************************************************
 JA0684  DESIGNATION -  A 311
 JA0684  PID         -  JA0684
 JA0684  STATE/COUNTY-  IN/MARTIN
 JA0684  COUNTRY     -  US
 JA0684  USGS QUAD   -  SHOALS (2019)
 JA0684
 JA0684                         *CURRENT SURVEY CONTROL
 JA0684  ______________________________________________________________________
 JA0684* NAD 83(1986) POSITION- 38 39 52.     (N) 086 45 14.     (W)   SCALED
 JA0684* NAVD 88 ORTHO HEIGHT -   145.177 (meters)      476.30  (feet) ADJUSTED
 JA0684  ______________________________________________________________________
 JA0684  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 JA0684  DYNAMIC HEIGHT  -        145.083 (meters)      475.99  (feet) COMP
 JA0684  MODELED GRAVITY -    979,980.1   (mgal)                       NAVD 88
 JA0684
 JA0684  VERT ORDER      -  FIRST     CLASS II
 JA0684
 JA0684.The horizontal coordinates were scaled from a map and have
 JA0684.an estimated accuracy of +/- 6 seconds.
 JA0684
 JA0684.The orthometric height was determined by differential leveling and
 JA0684.adjusted by the NATIONAL GEODETIC SURVEY
 JA0684.in June 1991.
 JA0684
 JA0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0684.GEOID18 height accuracy estimate available here.
 JA0684
 JA0684.Click photographs - Photos may exist for this station.
 JA0684
 JA0684.The dynamic height is computed by dividing the NAVD 88
 JA0684.geopotential number by the normal gravity value computed on the
 JA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0684.degrees latitude (g = 980.6199 gals.).
 JA0684
 JA0684.The modeled gravity was interpolated from observed gravity values.
 JA0684
 JA0684;                    North         East    Units  Estimated Accuracy
 JA0684;SPC IN W     -   379,300.      928,670.      MT  (+/- 180 meters Scaled)
 JA0684
 JA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH214795(NAD 83)
 JA0684
 JA0684                          SUPERSEDED SURVEY CONTROL
 JA0684
 JA0684  NGVD 29 (??/??/92)  145.307  (m)          476.73   (f) ADJ UNCH    1 2
 JA0684
 JA0684.Superseded values are not recommended for survey control.
 JA0684
 JA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0684.See file dsdata.pdf to determine how the superseded data were derived.
 JA0684
 JA0684_MARKER: DB = BENCH MARK DISK
 JA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0684_STAMPING: A 311 1965
 JA0684_MARK LOGO: CGS
 JA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0684+STABILITY: SURFACE MOTION
 JA0684
 JA0684  HISTORY     - Date     Condition        Report By
 JA0684  HISTORY     - 1965     MONUMENTED       CGS
 JA0684
 JA0684                          STATION DESCRIPTION
 JA0684
 JA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0684'2.2 MI E FROM SHOALS.
 JA0684'ABOUT 2.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0684'THE STATION AT SHOALS, 91.2 FEET NORTH OF THE NORTHWEST CORNER
 JA0684'OF A RAILROAD TELEPHONE BOOTH, 108 FEET NORTHEAST OF THE NORTHEAST
 JA0684'RAIL OF A SIDETRACK, 20 FEET NORTHEAST OF THE CENTER LINE OF
 JA0684'A PAVED ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST
 JA0684'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0684'PAVED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0684'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0838 ***********************************************************************
 JA0838  DESIGNATION -  A 312
 JA0838  PID         -  JA0838
 JA0838  STATE/COUNTY-  IN/DAVIESS
 JA0838  COUNTRY     -  US
 JA0838  USGS QUAD   -  WASHINGTON (2019)
 JA0838
 JA0838                         *CURRENT SURVEY CONTROL
 JA0838  ______________________________________________________________________
 JA0838* NAD 83(1986) POSITION- 38 39 19.2    (N) 087 10 04.1    (W)   HD_HELD2
 JA0838* NAVD 88 ORTHO HEIGHT -   153.298 (meters)      502.95  (feet) ADJUSTED
 JA0838  ______________________________________________________________________
 JA0838  GEOID HEIGHT    -        -32.314 (meters)                     GEOID18
 JA0838  DYNAMIC HEIGHT  -        153.201 (meters)      502.63  (feet) COMP
 JA0838  MODELED GRAVITY -    979,990.3   (mgal)                       NAVD 88
 JA0838
 JA0838  VERT ORDER      -  FIRST     CLASS II
 JA0838
 JA0838.The horizontal coordinates were established by autonomous hand held GPS
 JA0838.observations and have an estimated accuracy of +/- 10 meters.
 JA0838
 JA0838.The orthometric height was determined by differential leveling and
 JA0838.adjusted by the NATIONAL GEODETIC SURVEY
 JA0838.in June 1991.
 JA0838
 JA0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0838.GEOID18 height accuracy estimate available here.
 JA0838
 JA0838.Click photographs - Photos may exist for this station.
 JA0838
 JA0838.The dynamic height is computed by dividing the NAVD 88
 JA0838.geopotential number by the normal gravity value computed on the
 JA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0838.degrees latitude (g = 980.6199 gals.).
 JA0838
 JA0838.The modeled gravity was interpolated from observed gravity values.
 JA0838
 JA0838;                    North         East    Units  Estimated Accuracy
 JA0838;SPC IN W     -   378,239.      892,647.      MT  (+/- 10 meters HH2 GPS)
 JA0838
 JA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8539978543(NAD 83)
 JA0838
 JA0838                          SUPERSEDED SURVEY CONTROL
 JA0838
 JA0838  NGVD 29 (??/??/92)  153.428  (m)          503.37   (f) ADJ UNCH    1 2
 JA0838
 JA0838.Superseded values are not recommended for survey control.
 JA0838
 JA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0838.See file dsdata.pdf to determine how the superseded data were derived.
 JA0838
 JA0838_MARKER: DB = BENCH MARK DISK
 JA0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0838_STAMPING: A 312 1965
 JA0838_MARK LOGO: CGS
 JA0838_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0838+STABILITY: SURFACE MOTION
 JA0838
 JA0838  HISTORY     - Date     Condition        Report By
 JA0838  HISTORY     - 1965     MONUMENTED       CGS
 JA0838  HISTORY     - 20090605 GOOD             GEOCAC
 JA0838
 JA0838                          STATION DESCRIPTION
 JA0838
 JA0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0838'0.4 MI E FROM WASHINGTON.
 JA0838'ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0838'THE STATION AT WASHINGTON, IN SECTION 27, T 3 N, R 7 W, 1 POLE
 JA0838'EAST OF MILEPOST 169-10, AT A CROSSING OF THE RAILROAD AND
 JA0838'SOUTHEAST 7TH STREET, 15 FEET SOUTH OF THE SOUTH RAIL, 36 FEET
 JA0838'WEST OF THE CENTER LINE OF SOUTHEAST 7TH STREET, 13 1/2 FEET
 JA0838'NORTH OF THE CENTER LINE OF RAILROAD STREET, 1.8 FEET NORTHWEST
 JA0838'OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JA0838'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0838'PROJECTING 6 INCHES.
 JA0838
 JA0838                          STATION RECOVERY (2009)
 JA0838
 JA0838'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0842 ***********************************************************************
 JA0842  DESIGNATION -  A 314
 JA0842  PID         -  JA0842
 JA0842  STATE/COUNTY-  IN/DAVIESS
 JA0842  COUNTRY     -  US
 JA0842  USGS QUAD   -  WASHINGTON (2019)
 JA0842
 JA0842                         *CURRENT SURVEY CONTROL
 JA0842  ______________________________________________________________________
 JA0842* NAD 83(1986) POSITION- 38 39 21.8    (N) 087 11 24.2    (W)   HD_HELD2
 JA0842* NAVD 88 ORTHO HEIGHT -   145.621 (meters)      477.76  (feet) ADJUSTED
 JA0842  ______________________________________________________________________
 JA0842  GEOID HEIGHT    -        -32.282 (meters)                     GEOID18
 JA0842  DYNAMIC HEIGHT  -        145.528 (meters)      477.45  (feet) COMP
 JA0842  MODELED GRAVITY -    979,990.8   (mgal)                       NAVD 88
 JA0842
 JA0842  VERT ORDER      -  FIRST     CLASS II
 JA0842
 JA0842.The horizontal coordinates were established by autonomous hand held GPS
 JA0842.observations and have an estimated accuracy of +/- 10 meters.
 JA0842
 JA0842.The orthometric height was determined by differential leveling and
 JA0842.adjusted by the NATIONAL GEODETIC SURVEY
 JA0842.in June 1991.
 JA0842
 JA0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0842.GEOID18 height accuracy estimate available here.
 JA0842
 JA0842.Click photographs - Photos may exist for this station.
 JA0842
 JA0842.The dynamic height is computed by dividing the NAVD 88
 JA0842.geopotential number by the normal gravity value computed on the
 JA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0842.degrees latitude (g = 980.6199 gals.).
 JA0842
 JA0842.The modeled gravity was interpolated from observed gravity values.
 JA0842
 JA0842;                    North         East    Units  Estimated Accuracy
 JA0842;SPC IN W     -   378,321.      890,711.      MT  (+/- 10 meters HH2 GPS)
 JA0842
 JA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8346378626(NAD 83)
 JA0842
 JA0842                          SUPERSEDED SURVEY CONTROL
 JA0842
 JA0842  NGVD 29 (??/??/92)  145.767  (m)          478.24   (f) ADJ UNCH    1 2
 JA0842
 JA0842.Superseded values are not recommended for survey control.
 JA0842
 JA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0842.See file dsdata.pdf to determine how the superseded data were derived.
 JA0842
 JA0842_MARKER: DB = BENCH MARK DISK
 JA0842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA0842_SP_SET: FOUNDATION
 JA0842_STAMPING: A 314 1965
 JA0842_MARK LOGO: CGS
 JA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0842+STABILITY: SURFACE MOTION
 JA0842
 JA0842  HISTORY     - Date     Condition        Report By
 JA0842  HISTORY     - 1965     MONUMENTED       CGS
 JA0842  HISTORY     - 1986     GOOD             NGS
 JA0842  HISTORY     - 20090605 GOOD             GEOCAC
 JA0842
 JA0842                          STATION DESCRIPTION
 JA0842
 JA0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0842'0.8 MI W FROM WASHINGTON.
 JA0842'ABOUT 0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0842'THE STATION AT WASHINGTON, IN SECTION 33, T 3 N, R 7 W, 2 POLES
 JA0842'WEST OF MILEPOST 170-20, 66 FEET NORTH OF THE NORTH RAIL OF THE
 JA0842'MAIN TRACK, 37 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK,
 JA0842'SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF
 JA0842'THE RAILROAD YARD OFFICE BUILDING, 1.0 FOOT EAST OF THE SOUTHWEST
 JA0842'CORNER OF THE BUILDING, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0842'GROUND.
 JA0842
 JA0842                          STATION RECOVERY (1986)
 JA0842
 JA0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0842'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0842'RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.  ADD--0.3 M (1.0 FT) EAST
 JA0842'OF THE SOUTHWEST CORNER OF THE BUILDING.
 JA0842
 JA0842                          STATION RECOVERY (2009)
 JA0842
 JA0842'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0968 ***********************************************************************
 JA0968  DESIGNATION -  A 315
 JA0968  PID         -  JA0968
 JA0968  STATE/COUNTY-  IN/DAVIESS
 JA0968  COUNTRY     -  US
 JA0968  USGS QUAD   -  SANDY HOOK (2019)
 JA0968
 JA0968                         *CURRENT SURVEY CONTROL
 JA0968  ______________________________________________________________________
 JA0968* NAD 83(1986) POSITION- 38 37 24.     (N) 087 14 24.     (W)   SCALED
 JA0968* NAVD 88 ORTHO HEIGHT -   135.365 (meters)      444.11  (feet) ADJUSTED
 JA0968  ______________________________________________________________________
 JA0968  GEOID HEIGHT    -        -32.187 (meters)                     GEOID18
 JA0968  DYNAMIC HEIGHT  -        135.278 (meters)      443.82  (feet) COMP
 JA0968  MODELED GRAVITY -    979,988.2   (mgal)                       NAVD 88
 JA0968
 JA0968  VERT ORDER      -  FIRST     CLASS II
 JA0968
 JA0968.The horizontal coordinates were scaled from a map and have
 JA0968.an estimated accuracy of +/- 6 seconds.
 JA0968
 JA0968.The orthometric height was determined by differential leveling and
 JA0968.adjusted by the NATIONAL GEODETIC SURVEY
 JA0968.in June 1991.
 JA0968
 JA0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0968.GEOID18 height accuracy estimate available here.
 JA0968
 JA0968.Click photographs - Photos may exist for this station.
 JA0968
 JA0968.The dynamic height is computed by dividing the NAVD 88
 JA0968.geopotential number by the normal gravity value computed on the
 JA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0968.degrees latitude (g = 980.6199 gals.).
 JA0968
 JA0968.The modeled gravity was interpolated from observed gravity values.
 JA0968
 JA0968;                    North         East    Units  Estimated Accuracy
 JA0968;SPC IN W     -   374,700.      886,360.      MT  (+/- 180 meters Scaled)
 JA0968
 JA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791750(NAD 83)
 JA0968
 JA0968                          SUPERSEDED SURVEY CONTROL
 JA0968
 JA0968  NGVD 29 (??/??/92)  135.563  (m)          444.76   (f) ADJ UNCH    1 2
 JA0968
 JA0968.Superseded values are not recommended for survey control.
 JA0968
 JA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0968.See file dsdata.pdf to determine how the superseded data were derived.
 JA0968
 JA0968_MARKER: DB = BENCH MARK DISK
 JA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0968_STAMPING: A 315 1965
 JA0968_MARK LOGO: CGS
 JA0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0968+STABILITY: SURFACE MOTION
 JA0968
 JA0968  HISTORY     - Date     Condition        Report By
 JA0968  HISTORY     - 1965     MONUMENTED       CGS
 JA0968  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0968
 JA0968                          STATION DESCRIPTION
 JA0968
 JA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0968'5.4 MI SW FROM WASHINGTON.
 JA0968'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0968'THE STATION AT WASHINGTON, THENCE 2.8 MILES SOUTH ALONG THE
 JA0968'NEW YORK CENTRAL RAILROAD, 75 FEET SOUTHEAST OF THE SOUTHEAST
 JA0968'CORNER OF A VACANT HOUSE, 28 FEET WEST OF THE WEST RAIL, 47 FEET
 JA0968'EAST-SOUTHEAST OF A 26-INCH MAPLE TREE, 21 FEET SOUTHEAST OF POWER
 JA0968'POLE NUMBER A16-19 WHICH BEARS A TRANSFORMER, 10 FEET SOUTH OF THE
 JA0968'CENTER OF A WOODEN GATE, 1 1/2 FEET WEST OF A METAL WITNESS POST,
 JA0968'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA0968'OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0968
 JA0968                          STATION RECOVERY (1985)
 JA0968
 JA0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0968'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1046 ***********************************************************************
 HA1046  DESIGNATION -  A 317
 HA1046  PID         -  HA1046
 HA1046  STATE/COUNTY-  IN/VANDERBURGH
 HA1046  COUNTRY     -  US
 HA1046  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1046
 HA1046                         *CURRENT SURVEY CONTROL
 HA1046  ______________________________________________________________________
 HA1046* NAD 83(1986) POSITION- 37 56 27.     (N) 087 32 54.     (W)   SCALED
 HA1046* NAVD 88 ORTHO HEIGHT -   117.724 (meters)      386.23  (feet) ADJUSTED
 HA1046  ______________________________________________________________________
 HA1046  GEOID HEIGHT    -        -30.972 (meters)                     GEOID18
 HA1046  DYNAMIC HEIGHT  -        117.643 (meters)      385.97  (feet) COMP
 HA1046  MODELED GRAVITY -    979,940.6   (mgal)                       NAVD 88
 HA1046
 HA1046  VERT ORDER      -  FIRST     CLASS II
 HA1046
 HA1046.The horizontal coordinates were scaled from a map and have
 HA1046.an estimated accuracy of +/- 6 seconds.
 HA1046
 HA1046.The orthometric height was determined by differential leveling and
 HA1046.adjusted by the NATIONAL GEODETIC SURVEY
 HA1046.in June 1991.
 HA1046
 HA1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1046.GEOID18 height accuracy estimate available here.
 HA1046
 HA1046.Click photographs - Photos may exist for this station.
 HA1046
 HA1046.The dynamic height is computed by dividing the NAVD 88
 HA1046.geopotential number by the normal gravity value computed on the
 HA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1046.degrees latitude (g = 980.6199 gals.).
 HA1046
 HA1046.The modeled gravity was interpolated from observed gravity values.
 HA1046
 HA1046;                    North         East    Units  Estimated Accuracy
 HA1046;SPC IN W     -   299,030.      859,130.      MT  (+/- 180 meters Scaled)
 HA1046
 HA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG518993(NAD 83)
 HA1046
 HA1046                          SUPERSEDED SURVEY CONTROL
 HA1046
 HA1046  NGVD 29 (??/??/92)  117.819  (m)          386.54   (f) ADJ UNCH    1 2
 HA1046
 HA1046.Superseded values are not recommended for survey control.
 HA1046
 HA1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1046.See file dsdata.pdf to determine how the superseded data were derived.
 HA1046
 HA1046_MARKER: DB = BENCH MARK DISK
 HA1046_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HA1046_SP_SET: MASSIVE RETAINING WALL
 HA1046_STAMPING: A 317 1965
 HA1046_MARK LOGO: CGS
 HA1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1046
 HA1046  HISTORY     - Date     Condition        Report By
 HA1046  HISTORY     - 1965     MONUMENTED       CGS
 HA1046  HISTORY     - 1985     GOOD             NGS
 HA1046
 HA1046                          STATION DESCRIPTION
 HA1046
 HA1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1046'3.2 MI SE FROM EVANSVILLE.
 HA1046'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1046'OFFICE AT EVANSVILLE, THENCE 2.2 MILES SOUTHEAST ALONG RIVERSIDE
 HA1046'DRIVE, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 41, 21 FEET
 HA1046'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP NEAR THE
 HA1046'CENTER OF A CONCRETE RETAINING WALL AT A FLOOD GATE IN A LEVEE,
 HA1046'48 1/2 FEET SOUTHEAST OF A POWER POLE, AND ABOUT 7 FEET ABOVE
 HA1046'THE LEVEL OF THE HIGHWAY.
 HA1046
 HA1046                          STATION RECOVERY (1985)
 HA1046
 HA1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1046'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM (2.3 MI)
 HA1046'SOUTHERLY ALONG U.S. HIGHWAY 41 FROM  ITS SOUTH JUNCTION WITH STATE
 HA1046'HIGHWAY 66 IN EVANSVILLE, THENCE 0.4 KM (0.25 MI) EAST ALONG SOUTH
 HA1046'LANE, THENCE 0.2 KM (0.1 MI) SOUTH ALONG KENTUCKY AVENUE (OLD U.S.
 HA1046'HIGHWAY 41).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1104 ***********************************************************************
 JA1104  DESIGNATION -  A 318
 JA1104  PID         -  JA1104
 JA1104  STATE/COUNTY-  IN/SPENCER
 JA1104  COUNTRY     -  US
 JA1104  USGS QUAD   -  CHRISNEY (2019)
 JA1104
 JA1104                         *CURRENT SURVEY CONTROL
 JA1104  ______________________________________________________________________
 JA1104* NAD 83(1986) POSITION- 38 00 09.     (N) 087 02 07.     (W)   SCALED
 JA1104* NAVD 88 ORTHO HEIGHT -   140.659 (meters)      461.48  (feet) ADJUSTED
 JA1104  ______________________________________________________________________
 JA1104  GEOID HEIGHT    -        -31.391 (meters)                     GEOID18
 JA1104  DYNAMIC HEIGHT  -        140.566 (meters)      461.17  (feet) COMP
 JA1104  MODELED GRAVITY -    979,961.4   (mgal)                       NAVD 88
 JA1104
 JA1104  VERT ORDER      -  FIRST     CLASS II
 JA1104
 JA1104.The horizontal coordinates were scaled from a map and have
 JA1104.an estimated accuracy of +/- 6 seconds.
 JA1104
 JA1104.The orthometric height was determined by differential leveling and
 JA1104.adjusted by the NATIONAL GEODETIC SURVEY
 JA1104.in June 1991.
 JA1104
 JA1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1104.GEOID18 height accuracy estimate available here.
 JA1104
 JA1104.Click photographs - Photos may exist for this station.
 JA1104
 JA1104.The dynamic height is computed by dividing the NAVD 88
 JA1104.geopotential number by the normal gravity value computed on the
 JA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1104.degrees latitude (g = 980.6199 gals.).
 JA1104
 JA1104.The modeled gravity was interpolated from observed gravity values.
 JA1104
 JA1104;                    North         East    Units  Estimated Accuracy
 JA1104;SPC IN W     -   305,770.      904,220.      MT  (+/- 180 meters Scaled)
 JA1104
 JA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH969060(NAD 83)
 JA1104
 JA1104                          SUPERSEDED SURVEY CONTROL
 JA1104
 JA1104  NGVD 29 (??/??/92)  140.758  (m)          461.80   (f) ADJ UNCH    1 2
 JA1104
 JA1104.Superseded values are not recommended for survey control.
 JA1104
 JA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1104.See file dsdata.pdf to determine how the superseded data were derived.
 JA1104
 JA1104_MARKER: DB = BENCH MARK DISK
 JA1104_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1104_STAMPING: A 318 1965
 JA1104_MARK LOGO: CGS
 JA1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1104
 JA1104  HISTORY     - Date     Condition        Report By
 JA1104  HISTORY     - 1965     MONUMENTED       CGS
 JA1104  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1104
 JA1104                          STATION DESCRIPTION
 JA1104
 JA1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1104'0.9 MI S FROM CHRISNEY.
 JA1104'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1104'OFFICE AT CHRISNEY, IN SECTION 14, T 6 S, R 6 W, 283 FEET EAST
 JA1104'OF THE EAST RAIL, 67 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 JA1104'INTERSECTION OF U.S. HIGHWAY 231 AND STATE HIGHWAY 70, 62 FEET
 JA1104'WEST OF THE CENTER LINE OF HIGHWAY 231, 33 FEET WEST OF A POWER
 JA1104'POLE, 26 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 70, 2.0 FEET
 JA1104'NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JA1104'OF HIGHWWAY 231, SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JA1104'THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED IN A 5-INCH
 JA1104'CAST IRON PIPE PROJECTING 6 INCHES.
 JA1104
 JA1104                          STATION RECOVERY (2022)
 JA1104
 JA1104'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0283 ***********************************************************************
 JA0283  DESIGNATION -  A 319
 JA0283  PID         -  JA0283
 JA0283  STATE/COUNTY-  IN/CRAWFORD
 JA0283  COUNTRY     -  US
 JA0283  USGS QUAD   -  ENGLISH (2019)
 JA0283
 JA0283                         *CURRENT SURVEY CONTROL
 JA0283  ______________________________________________________________________
 JA0283* NAD 83(1986) POSITION- 38 20 42.     (N) 086 26 02.     (W)   SCALED
 JA0283* NAVD 88 ORTHO HEIGHT -   164.676 (meters)      540.27  (feet) ADJUSTED
 JA0283  ______________________________________________________________________
 JA0283  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 JA0283  DYNAMIC HEIGHT  -        164.561 (meters)      539.90  (feet) COMP
 JA0283  MODELED GRAVITY -    979,927.7   (mgal)                       NAVD 88
 JA0283
 JA0283  VERT ORDER      -  FIRST     CLASS II
 JA0283
 JA0283.The horizontal coordinates were scaled from a map and have
 JA0283.an estimated accuracy of +/- 6 seconds.
 JA0283
 JA0283.The orthometric height was determined by differential leveling and
 JA0283.adjusted by the NATIONAL GEODETIC SURVEY
 JA0283.in June 1991.
 JA0283
 JA0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0283.GEOID18 height accuracy estimate available here.
 JA0283
 JA0283.Click photographs - Photos may exist for this station.
 JA0283
 JA0283.The dynamic height is computed by dividing the NAVD 88
 JA0283.geopotential number by the normal gravity value computed on the
 JA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0283.degrees latitude (g = 980.6199 gals.).
 JA0283
 JA0283.The modeled gravity was interpolated from observed gravity values.
 JA0283
 JA0283;                    North         East    Units  Estimated Accuracy
 JA0283;SPC IN W     -   343,990.      956,770.      MT  (+/- 180 meters Scaled)
 JA0283
 JA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH494442(NAD 83)
 JA0283
 JA0283                          SUPERSEDED SURVEY CONTROL
 JA0283
 JA0283  NGVD 29 (??/??/92)  164.788  (m)          540.64   (f) ADJ UNCH    1 2
 JA0283
 JA0283.Superseded values are not recommended for survey control.
 JA0283
 JA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0283.See file dsdata.pdf to determine how the superseded data were derived.
 JA0283
 JA0283_MARKER: DB = BENCH MARK DISK
 JA0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0283_SP_SET: CULVERT HEADWALL
 JA0283_STAMPING: A 319 1965
 JA0283_MARK LOGO: CGS
 JA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0283+STABILITY: SURFACE MOTION
 JA0283
 JA0283  HISTORY     - Date     Condition        Report By
 JA0283  HISTORY     - 1965     MONUMENTED       CGS
 JA0283
 JA0283                          STATION DESCRIPTION
 JA0283
 JA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0283'1.8 MI E FROM ENGLISH.
 JA0283'1.8 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0283'ENGLISH, IN SECTION 17, T 2 S, R 1 E, 6 RAILS WEST OF A CROSSING
 JA0283'OF THE RAILROAD AND A PRIVATE ROAD, 20 FEET NORTH OF THE NORTH
 JA0283'RAIL, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL
 JA0283'OF A CONCRETE CULVERT, 6 FEET SOUTH OF A FENCE, 2.2 FEET NORTH
 JA0283'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 JA0283'RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0409 ***********************************************************************
 LB0409  DESIGNATION -  A 32
 LB0409  PID         -  LB0409
 LB0409  STATE/COUNTY-  IN/BOONE
 LB0409  COUNTRY     -  US
 LB0409  USGS QUAD   -  KIRKLIN (2019)
 LB0409
 LB0409                         *CURRENT SURVEY CONTROL
 LB0409  ______________________________________________________________________
 LB0409* NAD 83(1986) POSITION- 40 09 46.     (N) 086 16 52.     (W)   SCALED
 LB0409* NAVD 88 ORTHO HEIGHT -   286.864 (meters)      941.15  (feet) ADJUSTED
 LB0409  ______________________________________________________________________
 LB0409  GEOID HEIGHT    -        -34.108 (meters)                     GEOID18
 LB0409  DYNAMIC HEIGHT  -        286.706 (meters)      940.63  (feet) COMP
 LB0409  MODELED GRAVITY -    980,065.8   (mgal)                       NAVD 88
 LB0409
 LB0409  VERT ORDER      -  SECOND    CLASS 0
 LB0409
 LB0409.The horizontal coordinates were scaled from a map and have
 LB0409.an estimated accuracy of +/- 6 seconds.
 LB0409
 LB0409.The orthometric height was determined by differential leveling and
 LB0409.adjusted by the NATIONAL GEODETIC SURVEY
 LB0409.in June 1991.
 LB0409
 LB0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0409.GEOID18 height accuracy estimate available here.
 LB0409
 LB0409.Click photographs - Photos may exist for this station.
 LB0409
 LB0409.The dynamic height is computed by dividing the NAVD 88
 LB0409.geopotential number by the normal gravity value computed on the
 LB0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0409.degrees latitude (g = 980.6199 gals.).
 LB0409
 LB0409.The modeled gravity was interpolated from observed gravity values.
 LB0409
 LB0409;                    North         East    Units  Estimated Accuracy
 LB0409;SPC IN W     -   545,900.      968,340.      MT  (+/- 180 meters Scaled)
 LB0409
 LB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK612460(NAD 83)
 LB0409
 LB0409                          SUPERSEDED SURVEY CONTROL
 LB0409
 LB0409  NGVD 29 (??/??/92)  286.97   (m)          941.5    (f) COMPUTED    2 0
 LB0409
 LB0409.Superseded values are not recommended for survey control.
 LB0409
 LB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0409.See file dsdata.pdf to determine how the superseded data were derived.
 LB0409
 LB0409_MARKER: DB = BENCH MARK DISK
 LB0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0409_STAMPING: A 32 1934
 LB0409_MARK LOGO: CGS
 LB0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0409+STABILITY: SURFACE MOTION
 LB0409
 LB0409  HISTORY     - Date     Condition        Report By
 LB0409  HISTORY     - 1934     MONUMENTED       CGS
 LB0409  HISTORY     - 1935     GOOD             CGS
 LB0409
 LB0409                          STATION DESCRIPTION
 LB0409
 LB0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0409'AT TERHUNE.
 LB0409'ON THE CHICAGO TO INDIANAPOLIS DIVISION OF THE CHICAGO, INDIANAPOLIS
 LB0409'AND LOUISVILLE RAILWAY, IN THE EAST ANGLE OF THE CROSSING OF THE
 LB0409'RAILWAY AND A COUNTY HIGHWAY, 36.8 FEET NORTHWEST OF THE WEST
 LB0409'CORNER OF THE STATION, 21.8 FEET SOUTHEAST OF THE CENTER LINE OF
 LB0409'THE COUNTY HIGHWAY, 13.4 FEET NORTHEAST OF THE NORTHEAST RAIL, A
 LB0409'CONCRETE POST, 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0818 ***********************************************************************
 HZ0818  DESIGNATION -  A 320
 HZ0818  PID         -  HZ0818
 HZ0818  STATE/COUNTY-  IN/SWITZERLAND
 HZ0818  COUNTRY     -  US
 HZ0818  USGS QUAD   -  FLORENCE (2019)
 HZ0818
 HZ0818                         *CURRENT SURVEY CONTROL
 HZ0818  ______________________________________________________________________
 HZ0818* NAD 83(1986) POSITION- 38 46 37.     (N) 084 59 52.     (W)   SCALED
 HZ0818* NAVD 88 ORTHO HEIGHT -   148.797 (meters)      488.18  (feet) ADJUSTED
 HZ0818  ______________________________________________________________________
 HZ0818  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 HZ0818  DYNAMIC HEIGHT  -        148.702 (meters)      487.87  (feet) COMP
 HZ0818  MODELED GRAVITY -    979,989.8   (mgal)                       NAVD 88
 HZ0818
 HZ0818  VERT ORDER      -  FIRST     CLASS II
 HZ0818
 HZ0818.The horizontal coordinates were scaled from a map and have
 HZ0818.an estimated accuracy of +/- 6 seconds.
 HZ0818
 HZ0818.The orthometric height was determined by differential leveling and
 HZ0818.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0818.in June 1991.
 HZ0818
 HZ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0818.GEOID18 height accuracy estimate available here.
 HZ0818
 HZ0818.Click photographs - Photos may exist for this station.
 HZ0818
 HZ0818.The dynamic height is computed by dividing the NAVD 88
 HZ0818.geopotential number by the normal gravity value computed on the
 HZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0818.degrees latitude (g = 980.6199 gals.).
 HZ0818
 HZ0818.The modeled gravity was interpolated from observed gravity values.
 HZ0818
 HZ0818;                    North         East    Units  Estimated Accuracy
 HZ0818;SPC IN E     -   391,950.      158,120.      MT  (+/- 180 meters Scaled)
 HZ0818
 HZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH739939(NAD 83)
 HZ0818
 HZ0818                          SUPERSEDED SURVEY CONTROL
 HZ0818
 HZ0818  NGVD 29 (??/??/92)  148.985  (m)          488.80   (f) ADJ UNCH    1 2
 HZ0818
 HZ0818.Superseded values are not recommended for survey control.
 HZ0818
 HZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0818.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0818
 HZ0818_MARKER: DB = BENCH MARK DISK
 HZ0818_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0818_SP_SET: CULVERT HEADWALL
 HZ0818_STAMPING: A 320 1965
 HZ0818_MARK LOGO: CGS
 HZ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0818+STABILITY: SURFACE MOTION
 HZ0818
 HZ0818  HISTORY     - Date     Condition        Report By
 HZ0818  HISTORY     - 1965     MONUMENTED       CGS
 HZ0818  HISTORY     - 19910727 GOOD             USPSQD
 HZ0818
 HZ0818                          STATION DESCRIPTION
 HZ0818
 HZ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0818'4.2 MI W FROM FLORENCE.
 HZ0818'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0818'OFFICE AT FLORENCE, OR ABOUT 4.65 MILES NORTHEAST ALONG STATE
 HZ0818'HIGHWAY 156 FROM THE COURTHOUSE AT VEVAY, IN SECTION 4, T 1 N,
 HZ0818'R 2 W, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HZ0818'SET IN THE TOP OF THE NORTHEAST END OF NORTHWEST CONCRETE
 HZ0818'HEADWALL OF A CORRUGATED METEAL CULVERT, 1.3 FEET SOUTHWEST OF A
 HZ0818'METAL WITNESS POST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 HZ0818'HIGHWAY.
 HZ0818
 HZ0818                          STATION RECOVERY (1991)
 HZ0818
 HZ0818'RECOVERY NOTE BY US POWER SQUADRON 1991 (RGK)
 HZ0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1057 ***********************************************************************
 HZ1057  DESIGNATION -  A 321
 HZ1057  PID         -  HZ1057
 HZ1057  STATE/COUNTY-  IN/JEFFERSON
 HZ1057  COUNTRY     -  US
 HZ1057  USGS QUAD   -  MADISON WEST (2019)
 HZ1057
 HZ1057                         *CURRENT SURVEY CONTROL
 HZ1057  ______________________________________________________________________
 HZ1057* NAD 83(1986) POSITION- 38 44 24.     (N) 085 25 23.     (W)   SCALED
 HZ1057* NAVD 88 ORTHO HEIGHT -   142.035 (meters)      465.99  (feet) ADJUSTED
 HZ1057  ______________________________________________________________________
 HZ1057  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 HZ1057  DYNAMIC HEIGHT  -        141.942 (meters)      465.69  (feet) COMP
 HZ1057  MODELED GRAVITY -    979,975.6   (mgal)                       NAVD 88
 HZ1057
 HZ1057  VERT ORDER      -  FIRST     CLASS II
 HZ1057
 HZ1057.The horizontal coordinates were scaled from a map and have
 HZ1057.an estimated accuracy of +/- 6 seconds.
 HZ1057
 HZ1057.The orthometric height was determined by differential leveling and
 HZ1057.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1057.in June 1991.
 HZ1057
 HZ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1057.GEOID18 height accuracy estimate available here.
 HZ1057
 HZ1057.Click photographs - Photos may exist for this station.
 HZ1057
 HZ1057.The dynamic height is computed by dividing the NAVD 88
 HZ1057.geopotential number by the normal gravity value computed on the
 HZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1057.degrees latitude (g = 980.6199 gals.).
 HZ1057
 HZ1057.The modeled gravity was interpolated from observed gravity values.
 HZ1057
 HZ1057;                    North         East    Units  Estimated Accuracy
 HZ1057;SPC IN E     -   387,660.      121,180.      MT  (+/- 180 meters Scaled)
 HZ1057
 HZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH370891(NAD 83)
 HZ1057
 HZ1057                          SUPERSEDED SURVEY CONTROL
 HZ1057
 HZ1057  NGVD 29 (??/??/92)  142.200  (m)          466.53   (f) ADJ UNCH    1 2
 HZ1057
 HZ1057.Superseded values are not recommended for survey control.
 HZ1057
 HZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1057.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1057
 HZ1057_MARKER: DB = BENCH MARK DISK
 HZ1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1057_SP_SET: BRIDGE
 HZ1057_STAMPING: A 321 1965
 HZ1057_MARK LOGO: CGS
 HZ1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1057
 HZ1057  HISTORY     - Date     Condition        Report By
 HZ1057  HISTORY     - 1965     MONUMENTED       CGS
 HZ1057
 HZ1057                          STATION DESCRIPTION
 HZ1057
 HZ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1057'2.6 MI W FROM MADISON.
 HZ1057'2.6 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1057'AT MADISON, IN SECTION 33, T 4 N, R 10 E, 16 FEET NORTH OF THE
 HZ1057'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 HZ1057'NORTH CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER BIG CLIFTY
 HZ1057'CREEK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1614 ***********************************************************************
 HZ1614  DESIGNATION -  A 322
 HZ1614  PID         -  HZ1614
 HZ1614  STATE/COUNTY-  IN/CLARK
 HZ1614  COUNTRY     -  US
 HZ1614  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1614
 HZ1614                         *CURRENT SURVEY CONTROL
 HZ1614  ______________________________________________________________________
 HZ1614* NAD 83(1986) POSITION- 38 26 53.     (N) 085 38 56.     (W)   SCALED
 HZ1614* NAVD 88 ORTHO HEIGHT -   180.696 (meters)      592.83  (feet) ADJUSTED
 HZ1614  ______________________________________________________________________
 HZ1614  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 HZ1614  DYNAMIC HEIGHT  -        180.576 (meters)      592.44  (feet) COMP
 HZ1614  MODELED GRAVITY -    979,960.5   (mgal)                       NAVD 88
 HZ1614
 HZ1614  VERT ORDER      -  FIRST     CLASS II
 HZ1614
 HZ1614.The horizontal coordinates were scaled from a map and have
 HZ1614.an estimated accuracy of +/- 6 seconds.
 HZ1614
 HZ1614.The orthometric height was determined by differential leveling and
 HZ1614.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1614.in June 1991.
 HZ1614
 HZ1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1614.GEOID18 height accuracy estimate available here.
 HZ1614
 HZ1614.Click photographs - Photos may exist for this station.
 HZ1614
 HZ1614.The dynamic height is computed by dividing the NAVD 88
 HZ1614.geopotential number by the normal gravity value computed on the
 HZ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1614.degrees latitude (g = 980.6199 gals.).
 HZ1614
 HZ1614.The modeled gravity was interpolated from observed gravity values.
 HZ1614
 HZ1614;                    North         East    Units  Estimated Accuracy
 HZ1614;SPC IN E     -   355,230.      101,550.      MT  (+/- 180 meters Scaled)
 HZ1614
 HZ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH179563(NAD 83)
 HZ1614
 HZ1614                          SUPERSEDED SURVEY CONTROL
 HZ1614
 HZ1614  NGVD 29 (??/??/92)  180.855  (m)          593.36   (f) ADJ UNCH    1 2
 HZ1614
 HZ1614.Superseded values are not recommended for survey control.
 HZ1614
 HZ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1614.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1614
 HZ1614_MARKER: DB = BENCH MARK DISK
 HZ1614_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1614_STAMPING: A 322 1965
 HZ1614_MARK LOGO: CGS
 HZ1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1614+STABILITY: POSITION/ELEVATION WELL
 HZ1614
 HZ1614  HISTORY     - Date     Condition        Report By
 HZ1614  HISTORY     - 1965     MONUMENTED       CGS
 HZ1614
 HZ1614                          STATION DESCRIPTION
 HZ1614
 HZ1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1614'0.8 MI NE FROM CHARLESTOWN.
 HZ1614'ABOUT 0.85 MILE NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1614'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, 28 FEET NORTHWEST OF
 HZ1614'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP
 HZ1614'WHICH IS ON THE NORTHWEST SIDE OF THE HIGHWAY, AND ABOUT 2 FEET
 HZ1614'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1641 ***********************************************************************
 HZ1641  DESIGNATION -  A 323
 HZ1641  PID         -  HZ1641
 HZ1641  STATE/COUNTY-  IN/FLOYD
 HZ1641  COUNTRY     -  US
 HZ1641  USGS QUAD   -  NEW ALBANY (2019)
 HZ1641
 HZ1641                         *CURRENT SURVEY CONTROL
 HZ1641  ______________________________________________________________________
 HZ1641* NAD 83(1986) POSITION- 38 17 32.     (N) 085 48 26.     (W)   SCALED
 HZ1641* NAVD 88 ORTHO HEIGHT -   140.556 (meters)      461.14  (feet) ADJUSTED
 HZ1641  ______________________________________________________________________
 HZ1641  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 HZ1641  DYNAMIC HEIGHT  -        140.461 (meters)      460.83  (feet) COMP
 HZ1641  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 HZ1641
 HZ1641  VERT ORDER      -  FIRST     CLASS II
 HZ1641
 HZ1641.The horizontal coordinates were scaled from a map and have
 HZ1641.an estimated accuracy of +/- 6 seconds.
 HZ1641
 HZ1641.The orthometric height was determined by differential leveling and
 HZ1641.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1641.in June 1991.
 HZ1641
 HZ1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1641.GEOID18 height accuracy estimate available here.
 HZ1641
 HZ1641.Click photographs - Photos may exist for this station.
 HZ1641
 HZ1641.The dynamic height is computed by dividing the NAVD 88
 HZ1641.geopotential number by the normal gravity value computed on the
 HZ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1641.degrees latitude (g = 980.6199 gals.).
 HZ1641
 HZ1641.The modeled gravity was interpolated from observed gravity values.
 HZ1641
 HZ1641;                    North         East    Units  Estimated Accuracy
 HZ1641;SPC IN E     -   337,940.       87,700.      MT  (+/- 180 meters Scaled)
 HZ1641
 HZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043389(NAD 83)
 HZ1641
 HZ1641                          SUPERSEDED SURVEY CONTROL
 HZ1641
 HZ1641  NGVD 29 (??/??/92)  140.700  (m)          461.61   (f) ADJ UNCH    1 2
 HZ1641
 HZ1641.Superseded values are not recommended for survey control.
 HZ1641
 HZ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1641.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1641
 HZ1641_MARKER: DB = BENCH MARK DISK
 HZ1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1641_SP_SET: SIGNAL BASE
 HZ1641_STAMPING: A 323 1965
 HZ1641_MARK LOGO: CGS
 HZ1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1641
 HZ1641  HISTORY     - Date     Condition        Report By
 HZ1641  HISTORY     - 1965     MONUMENTED       CGS
 HZ1641  HISTORY     - 20070211 MARK NOT FOUND   GEOCAC
 HZ1641
 HZ1641                          STATION DESCRIPTION
 HZ1641
 HZ1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1641'0.2 MI NW FROM NEW ALBANY.
 HZ1641'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S.
 HZ1641'HIGHWAY 460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO
 HZ1641'RAILROAD STATION AT NEW ALBANY, AT THE INTERSECTION OF VINCENNES
 HZ1641'STREET AND SPRING STREET, 3 FEET SOUTHWEST OF THE SOUTHWEST
 HZ1641'CURBING OF VINCENNES STREET, SET IN THE TOP OF THE WEST
 HZ1641'CORNER OF THE CONCRETE BASE OF A STEEL POLE SUPPORTING A TRAFFIC
 HZ1641'SIGNAL LIGHT AND A HIGHWAY MARKER SIGN, 48 FEET SOUTHEAST OF
 HZ1641'THE CENTER LINE OF SPRING STREET, 53 FEET SOUTHEAST ACROSS
 HZ1641'VINCENNES STREET FROM THE WEST CORNER OF THE FLOYD COUNTY BANK,
 HZ1641'10 FEET EAST OF THE NORTH CORNER OF THE WALK DRUG STORE, 1 FOOT
 HZ1641'WEST OF THE CENTER OF THE STEEL POLE, AND ABOUT 1/2 FOOT ABOVE
 HZ1641'THE LEVEL OF THE STREETS.
 HZ1641
 HZ1641                          STATION RECOVERY (2007)
 HZ1641
 HZ1641'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 HZ1641'THE CURBS, SIDEWALKS AND TRAFFIC SIGNAL BASE ALL APPEAR TO HAVE BEEN
 HZ1641'REPLACED SINCE A 323 WAS MONUMENTED IN 1965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0442 ***********************************************************************
 JA0442  DESIGNATION -  A 324
 JA0442  PID         -  JA0442
 JA0442  STATE/COUNTY-  IN/HARRISON
 JA0442  COUNTRY     -  US
 JA0442  USGS QUAD   -  LACONIA (2019)
 JA0442
 JA0442                         *CURRENT SURVEY CONTROL
 JA0442  ______________________________________________________________________
 JA0442* NAD 83(1986) POSITION- 38 00 50.     (N) 086 00 40.     (W)   SCALED
 JA0442* NAVD 88 ORTHO HEIGHT -   127.822 (meters)      419.36  (feet) ADJUSTED
 JA0442  ______________________________________________________________________
 JA0442  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 JA0442  DYNAMIC HEIGHT  -        127.731 (meters)      419.06  (feet) COMP
 JA0442  MODELED GRAVITY -    979,918.4   (mgal)                       NAVD 88
 JA0442
 JA0442  VERT ORDER      -  FIRST     CLASS II
 JA0442
 JA0442.The horizontal coordinates were scaled from a map and have
 JA0442.an estimated accuracy of +/- 6 seconds.
 JA0442
 JA0442.The orthometric height was determined by differential leveling and
 JA0442.adjusted by the NATIONAL GEODETIC SURVEY
 JA0442.in June 1991.
 JA0442
 JA0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0442.GEOID18 height accuracy estimate available here.
 JA0442
 JA0442.Click photographs - Photos may exist for this station.
 JA0442
 JA0442.The dynamic height is computed by dividing the NAVD 88
 JA0442.geopotential number by the normal gravity value computed on the
 JA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0442.degrees latitude (g = 980.6199 gals.).
 JA0442
 JA0442.The modeled gravity was interpolated from observed gravity values.
 JA0442
 JA0442;                    North         East    Units  Estimated Accuracy
 JA0442;SPC IN E     -   307,090.       69,750.      MT  (+/- 180 meters Scaled)
 JA0442
 JA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH868078(NAD 83)
 JA0442
 JA0442                          SUPERSEDED SURVEY CONTROL
 JA0442
 JA0442  NGVD 29 (??/??/92)  127.944  (m)          419.76   (f) ADJ UNCH    1 2
 JA0442
 JA0442.Superseded values are not recommended for survey control.
 JA0442
 JA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0442.See file dsdata.pdf to determine how the superseded data were derived.
 JA0442
 JA0442_MARKER: DB = BENCH MARK DISK
 JA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0442_STAMPING: A 324 1965
 JA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0442+STABILITY: SURFACE MOTION
 JA0442
 JA0442  HISTORY     - Date     Condition        Report By
 JA0442  HISTORY     - 1965     MONUMENTED       CGS
 JA0442
 JA0442                          STATION DESCRIPTION
 JA0442
 JA0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0442'2.3 MI NW FROM EVANS LANDING.
 JA0442'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0442'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE
 JA0442'HIGHWAY 111, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, IN
 JA0442'SECTION 1, T 6 S, R 4 E, AT A SHARP TURN IN THE ROAD, 51 FEET
 JA0442'EAST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE CENTER
 JA0442'LINE OF A PRIVATE TRAIL ROAD LEADING INTO A WOODS, 29 FEET
 JA0442'SOUTHEAST OF A 16-INCH SYCAMORE TREE, 1.1 FEET WEST OF A METAL
 JA0442'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JA0442'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1112 ***********************************************************************
 HA1112  DESIGNATION -  A 325
 HA1112  PID         -  HA1112
 HA1112  STATE/COUNTY-  IN/VANDERBURGH
 HA1112  COUNTRY     -  US
 HA1112  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1112
 HA1112                         *CURRENT SURVEY CONTROL
 HA1112  ______________________________________________________________________
 HA1112* NAD 83(1986) POSITION- 37 58 39.     (N) 087 34 54.     (W)   SCALED
 HA1112* NAVD 88 ORTHO HEIGHT -   117.382 (meters)      385.11  (feet) ADJUSTED
 HA1112  ______________________________________________________________________
 HA1112  GEOID HEIGHT    -        -31.013 (meters)                     GEOID18
 HA1112  DYNAMIC HEIGHT  -        117.301 (meters)      384.85  (feet) COMP
 HA1112  MODELED GRAVITY -    979,937.8   (mgal)                       NAVD 88
 HA1112
 HA1112  VERT ORDER      -  FIRST     CLASS II
 HA1112
 HA1112.The horizontal coordinates were scaled from a map and have
 HA1112.an estimated accuracy of +/- 6 seconds.
 HA1112
 HA1112.The orthometric height was determined by differential leveling and
 HA1112.adjusted by the NATIONAL GEODETIC SURVEY
 HA1112.in June 1991.
 HA1112
 HA1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1112.GEOID18 height accuracy estimate available here.
 HA1112
 HA1112.Click photographs - Photos may exist for this station.
 HA1112
 HA1112.The dynamic height is computed by dividing the NAVD 88
 HA1112.geopotential number by the normal gravity value computed on the
 HA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1112.degrees latitude (g = 980.6199 gals.).
 HA1112
 HA1112.The modeled gravity was interpolated from observed gravity values.
 HA1112
 HA1112;                    North         East    Units  Estimated Accuracy
 HA1112;SPC IN W     -   303,110.      856,220.      MT  (+/- 180 meters Scaled)
 HA1112
 HA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH489034(NAD 83)
 HA1112
 HA1112                          SUPERSEDED SURVEY CONTROL
 HA1112
 HA1112  NGVD 29 (??/??/92)  117.475  (m)          385.42   (f) ADJ UNCH    1 2
 HA1112
 HA1112.Superseded values are not recommended for survey control.
 HA1112
 HA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1112.See file dsdata.pdf to determine how the superseded data were derived.
 HA1112
 HA1112_MARKER: DB = BENCH MARK DISK
 HA1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1112_SP_SET: RETAINING WALL
 HA1112_STAMPING: A 325 1965
 HA1112_MARK LOGO: CGS
 HA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1112+STABILITY: SURFACE MOTION
 HA1112
 HA1112  HISTORY     - Date     Condition        Report By
 HA1112  HISTORY     - 1965     MONUMENTED       CGS
 HA1112  HISTORY     - 1985     GOOD             NGS
 HA1112  HISTORY     - 1987     GOOD             USPSQD
 HA1112  HISTORY     - 1988     GOOD             USPSQD
 HA1112  HISTORY     - 19981107 GOOD             USPSQD
 HA1112
 HA1112                          STATION DESCRIPTION
 HA1112
 HA1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1112'0.8 MI NW FROM EVANSVILLE.
 HA1112'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1112'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1112'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, 170 FEET
 HA1112'WEST OF THE CENTER LINE OF SOUTH FULTON STREET, 54 FEET SOUTH OF
 HA1112'A CONCRETE FLOOD BARRIER IN THE CENTER OF PENNSYLVANIA AVENUE,
 HA1112'SET IN THE TOP OF THE NORTH END OF A CONCRETE FLOOD WALL ALONG
 HA1112'THE EAST SIDE OF A LARGE ASPHALT PARKING AREA, 176 FEET EAST OF
 HA1112'THE NORTHEAST CORNER OF THE OHIO VALLEY HARDWARE BUILDING, ABOUT
 HA1112'2 FEET ABOVE THE LEVEL OF THE PARKING AREA.
 HA1112
 HA1112                          STATION RECOVERY (1985)
 HA1112
 HA1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1112'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1112'AT THE INTERSECTION OF PENNSYLVANIA AVENUE AND SOUTH FULTON STREET.
 HA1112'ADD--12.0 M (39.4 FT) SOUTH OF THE EAST BOUND AVENUE CENTERLINE.
 HA1112
 HA1112                          STATION RECOVERY (1987)
 HA1112
 HA1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1112'RECOVERED IN GOOD CONDITION.
 HA1112
 HA1112                          STATION RECOVERY (1988)
 HA1112
 HA1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1112'RECOVERED IN GOOD CONDITION.
 HA1112
 HA1112                          STATION RECOVERY (1998)
 HA1112
 HA1112'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1115 ***********************************************************************
 HA1115  DESIGNATION -  A 326
 HA1115  PID         -  HA1115
 HA1115  STATE/COUNTY-  IN/VANDERBURGH
 HA1115  COUNTRY     -  US
 HA1115  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1115
 HA1115                         *CURRENT SURVEY CONTROL
 HA1115  ______________________________________________________________________
 HA1115* NAD 83(1986) POSITION- 37 56 53.67   (N) 087 31 31.05   (W)   HD_HELD1
 HA1115* NAVD 88 ORTHO HEIGHT -   115.202 (meters)      377.96  (feet) ADJUSTED
 HA1115  ______________________________________________________________________
 HA1115  GEOID HEIGHT    -        -31.003 (meters)                     GEOID18
 HA1115  DYNAMIC HEIGHT  -        115.123 (meters)      377.70  (feet) COMP
 HA1115  MODELED GRAVITY -    979,941.8   (mgal)                       NAVD 88
 HA1115
 HA1115  VERT ORDER      -  FIRST     CLASS II
 HA1115
 HA1115.The horizontal coordinates were determined by differentially corrected
 HA1115.hand held GPS observations or other comparable positioning techniques
 HA1115.and have an estimated accuracy of +/- 3 meters.
 HA1115
 HA1115.The orthometric height was determined by differential leveling and
 HA1115.adjusted by the NATIONAL GEODETIC SURVEY
 HA1115.in June 1991.
 HA1115
 HA1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1115.GEOID18 height accuracy estimate available here.
 HA1115
 HA1115.Click photographs - Photos may exist for this station.
 HA1115
 HA1115.The dynamic height is computed by dividing the NAVD 88
 HA1115.geopotential number by the normal gravity value computed on the
 HA1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1115.degrees latitude (g = 980.6199 gals.).
 HA1115
 HA1115.The modeled gravity was interpolated from observed gravity values.
 HA1115
 HA1115;                    North         East    Units  Estimated Accuracy
 HA1115;SPC IN W     -   299,841.4     861,155.6     MT  (+/- 3 meters HH1 GPS) 
 HA1115
 HA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5384800202(NAD 83)
 HA1115
 HA1115                          SUPERSEDED SURVEY CONTROL
 HA1115
 HA1115  NGVD 29 (??/??/92)  115.293  (m)          378.26   (f) ADJ UNCH    1 2
 HA1115
 HA1115.Superseded values are not recommended for survey control.
 HA1115
 HA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1115.See file dsdata.pdf to determine how the superseded data were derived.
 HA1115
 HA1115_MARKER: DB = BENCH MARK DISK
 HA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1115_STAMPING: A 326 1965
 HA1115_MARK LOGO: CGS
 HA1115_PROJECTION: FLUSH
 HA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1115+STABILITY: SURFACE MOTION
 HA1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1115+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 HA1115
 HA1115  HISTORY     - Date     Condition        Report By
 HA1115  HISTORY     - 1965     MONUMENTED       CGS
 HA1115  HISTORY     - 20100614 GOOD             GEOCAC
 HA1115
 HA1115                          STATION DESCRIPTION
 HA1115
 HA1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1115'3.8 MI E FROM EVANSVILLE.
 HA1115'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1115'OFFICE AT EVANSVILLE, THENCE 2.9 MILES SOUTHEAST ALONG RIVERSIDE
 HA1115'DRIVE, THENCE 0.7 MILE EAST ALONG POLLACK AVENUE, IN SECTION
 HA1115'34, T 6 S, R 10 W, ABOUT 110 YARDS SOUTHEAST OF THE SOUTHEAST
 HA1115'CORNER OF THE FAIRLAWN SCHOOL, 68 FEET NORTHWEST OF THE CENTER
 HA1115'OF THE INTERSECTION OF SOUTH ALVORD BOULEVARD, 59 FEET NORTH OF
 HA1115'THE CENTER LINE OF THE AVENUE, 28 FEET WEST OF THE CENTER LINE
 HA1115'OF THE BOULEVARD, 89 FEET NORTHEAST OF AND ACROSS POLLACK
 HA1115'AVENUE FROM A 28-INCH OAK TREE, 20 FEET NORTH OF A POWER POLE
 HA1115'THAT IS BRACED BY 2 GUY WIRES, 1.8 FEET WEST OF THE WEST EDGE OF
 HA1115'A CONCRETE SIDEWALK, ABOUT 8 INCHES ABOVE THE LEVEL OF THE
 HA1115'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HA1115'LAWN.
 HA1115
 HA1115                          STATION RECOVERY (2010)
 HA1115
 HA1115'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 HA1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0500 ***********************************************************************
 JA0500  DESIGNATION -  A 327
 JA0500  PID         -  JA0500
 JA0500  STATE/COUNTY-  IN/CRAWFORD
 JA0500  COUNTRY     -  US
 JA0500  USGS QUAD   -  LEAVENWORTH (2019)
 JA0500
 JA0500                         *CURRENT SURVEY CONTROL
 JA0500  ______________________________________________________________________
 JA0500* NAD 83(1986) POSITION- 38 11 30.     (N) 086 19 26.     (W)   SCALED
 JA0500* NAVD 88 ORTHO HEIGHT -   136.599 (meters)      448.16  (feet) ADJUSTED
 JA0500  ______________________________________________________________________
 JA0500  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 JA0500  DYNAMIC HEIGHT  -        136.502 (meters)      447.84  (feet) COMP
 JA0500  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0500
 JA0500  VERT ORDER      -  FIRST     CLASS II
 JA0500
 JA0500.The horizontal coordinates were scaled from a map and have
 JA0500.an estimated accuracy of +/- 6 seconds.
 JA0500
 JA0500.The orthometric height was determined by differential leveling and
 JA0500.adjusted by the NATIONAL GEODETIC SURVEY
 JA0500.in June 1991.
 JA0500
 JA0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0500.GEOID18 height accuracy estimate available here.
 JA0500
 JA0500.Click photographs - Photos may exist for this station.
 JA0500
 JA0500.The dynamic height is computed by dividing the NAVD 88
 JA0500.geopotential number by the normal gravity value computed on the
 JA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0500.degrees latitude (g = 980.6199 gals.).
 JA0500
 JA0500.The modeled gravity was interpolated from observed gravity values.
 JA0500
 JA0500;                    North         East    Units  Estimated Accuracy
 JA0500;SPC IN W     -   327,040.      966,530.      MT  (+/- 180 meters Scaled)
 JA0500
 JA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH592272(NAD 83)
 JA0500
 JA0500                          SUPERSEDED SURVEY CONTROL
 JA0500
 JA0500  NGVD 29 (??/??/92)  136.708  (m)          448.52   (f) ADJ UNCH    1 2
 JA0500
 JA0500.Superseded values are not recommended for survey control.
 JA0500
 JA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0500.See file dsdata.pdf to determine how the superseded data were derived.
 JA0500
 JA0500_MARKER: DB = BENCH MARK DISK
 JA0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0500_SP_SET: BRIDGE
 JA0500_STAMPING: A 327 1965
 JA0500_MARK LOGO: CGS
 JA0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0500+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2010
 JA0500
 JA0500  HISTORY     - Date     Condition        Report By
 JA0500  HISTORY     - 1965     MONUMENTED       CGS
 JA0500  HISTORY     - 20100817 GOOD             GEOCAC
 JA0500
 JA0500                          STATION DESCRIPTION
 JA0500
 JA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0500'1.5 MI SE FROM LEAVENWORTH.
 JA0500'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0500'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0500'PARALLELS U.S. HIGHWAY 460, THENCE 1.45 MILES SOUTHEAST ALONG
 JA0500'U.S. HIGHWAY 460, IN SECTION 5, T 4 S, R 2 E, 18 FEET NORTH OF
 JA0500'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 JA0500'CONCRETE ABUTMENT OF THE BRIDGE OVER TEXAS CREEK, 4 FEET NORTH
 JA0500'OF THE SOUTH EDGE OF THE NORTH CONCRETE WALKWAY FOR THE BRIDGE,
 JA0500'3.0 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND ABOUT
 JA0500'LEVEL WITH THE HIGHWAY.
 JA0500
 JA0500                          STATION RECOVERY (2010)
 JA0500
 JA0500'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0500'A CONCRETE BEAM PARTIALLY OBSTRUCTS THE DISK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0531 ***********************************************************************
 JA0531  DESIGNATION -  A 328
 JA0531  PID         -  JA0531
 JA0531  STATE/COUNTY-  IN/CRAWFORD
 JA0531  COUNTRY     -  US
 JA0531  USGS QUAD   -  TASWELL (2019)
 JA0531
 JA0531                         *CURRENT SURVEY CONTROL
 JA0531  ______________________________________________________________________
 JA0531* NAD 83(1986) POSITION- 38 19 05.     (N) 086 35 44.     (W)   SCALED
 JA0531* NAVD 88 ORTHO HEIGHT -   214.485 (meters)      703.69  (feet) ADJUSTED
 JA0531  ______________________________________________________________________
 JA0531  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 JA0531  DYNAMIC HEIGHT  -        214.335 (meters)      703.20  (feet) COMP
 JA0531  MODELED GRAVITY -    979,928.8   (mgal)                       NAVD 88
 JA0531
 JA0531  VERT ORDER      -  FIRST     CLASS II
 JA0531
 JA0531.The horizontal coordinates were scaled from a map and have
 JA0531.an estimated accuracy of +/- 6 seconds.
 JA0531
 JA0531.The orthometric height was determined by differential leveling and
 JA0531.adjusted by the NATIONAL GEODETIC SURVEY
 JA0531.in June 1991.
 JA0531
 JA0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0531.GEOID18 height accuracy estimate available here.
 JA0531
 JA0531.Click photographs - Photos may exist for this station.
 JA0531
 JA0531.The dynamic height is computed by dividing the NAVD 88
 JA0531.geopotential number by the normal gravity value computed on the
 JA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0531.degrees latitude (g = 980.6199 gals.).
 JA0531
 JA0531.The modeled gravity was interpolated from observed gravity values.
 JA0531
 JA0531;                    North         East    Units  Estimated Accuracy
 JA0531;SPC IN W     -   340,910.      942,660.      MT  (+/- 180 meters Scaled)
 JA0531
 JA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH353411(NAD 83)
 JA0531
 JA0531                          SUPERSEDED SURVEY CONTROL
 JA0531
 JA0531  NGVD 29 (??/??/92)  214.592  (m)          704.04   (f) ADJ UNCH    1 2
 JA0531
 JA0531.Superseded values are not recommended for survey control.
 JA0531
 JA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0531.See file dsdata.pdf to determine how the superseded data were derived.
 JA0531
 JA0531_MARKER: DB = BENCH MARK DISK
 JA0531_SETTING: 66 = SET IN ROCK OUTCROP
 JA0531_STAMPING: A 328 1965
 JA0531_MARK LOGO: CGS
 JA0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0531+STABILITY: POSITION/ELEVATION WELL
 JA0531
 JA0531  HISTORY     - Date     Condition        Report By
 JA0531  HISTORY     - 1965     MONUMENTED       CGS
 JA0531
 JA0531                          STATION DESCRIPTION
 JA0531
 JA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0531'1 MI E FROM ECKERTY.
 JA0531'ABOUT 1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0531'OFFICE AT ECKERTY, OR ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY
 JA0531'64 FROM THE POST OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG
 JA0531'A GRAVELED ROAD, THENCE 0.4 MILES SOUTHWEST ALONG A GRAVELED
 JA0531'ROAD, THENCE 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY, IN
 JA0531'SECTION 26, T 2 S, R 2 W, 32 FEET NORTHWEST OF THE CENTER OF A
 JA0531'CROSSING OF A ROAD AND THE RAILROAD, 23 FEET NORTH OF THE NORTH
 JA0531'RAIL, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 JA0531'IN THE SOUTHEAST FACE OF A ROCK OUTCROP, 0.05 MILE WEST OF
 JA0531'MILEPOST 220, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0738 ***********************************************************************
 HA0738  DESIGNATION -  A 329
 HA0738  PID         -  HA0738
 HA0738  STATE/COUNTY-  IN/SPENCER
 HA0738  COUNTRY     -  US
 HA0738  USGS QUAD   -  RICHLAND CITY (2019)
 HA0738
 HA0738                         *CURRENT SURVEY CONTROL
 HA0738  ______________________________________________________________________
 HA0738* NAD 83(1986) POSITION- 37 54 05.     (N) 087 07 50.     (W)   SCALED
 HA0738* NAVD 88 ORTHO HEIGHT -   131.202 (meters)      430.45  (feet) ADJUSTED
 HA0738  ______________________________________________________________________
 HA0738  GEOID HEIGHT    -        -31.108 (meters)                     GEOID18
 HA0738  DYNAMIC HEIGHT  -        131.113 (meters)      430.16  (feet) COMP
 HA0738  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 HA0738
 HA0738  VERT ORDER      -  FIRST     CLASS II
 HA0738
 HA0738.The horizontal coordinates were scaled from a map and have
 HA0738.an estimated accuracy of +/- 6 seconds.
 HA0738
 HA0738.The orthometric height was determined by differential leveling and
 HA0738.adjusted by the NATIONAL GEODETIC SURVEY
 HA0738.in June 1991.
 HA0738
 HA0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0738.GEOID18 height accuracy estimate available here.
 HA0738
 HA0738.Click photographs - Photos may exist for this station.
 HA0738
 HA0738.The dynamic height is computed by dividing the NAVD 88
 HA0738.geopotential number by the normal gravity value computed on the
 HA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0738.degrees latitude (g = 980.6199 gals.).
 HA0738
 HA0738.The modeled gravity was interpolated from observed gravity values.
 HA0738
 HA0738;                    North         East    Units  Estimated Accuracy
 HA0738;SPC IN W     -   294,550.      895,850.      MT  (+/- 180 meters Scaled)
 HA0738
 HA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG885948(NAD 83)
 HA0738
 HA0738                          SUPERSEDED SURVEY CONTROL
 HA0738
 HA0738  NGVD 29 (??/??/92)  131.297  (m)          430.76   (f) ADJ UNCH    1 2
 HA0738
 HA0738.Superseded values are not recommended for survey control.
 HA0738
 HA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0738.See file dsdata.pdf to determine how the superseded data were derived.
 HA0738
 HA0738_MARKER: DB = BENCH MARK DISK
 HA0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0738_STAMPING: A 329 1965
 HA0738_MARK LOGO: CGS
 HA0738_PROJECTION: FLUSH
 HA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0738+STABILITY: SURFACE MOTION
 HA0738
 HA0738  HISTORY     - Date     Condition        Report By
 HA0738  HISTORY     - 1965     MONUMENTED       CGS
 HA0738
 HA0738                          STATION DESCRIPTION
 HA0738
 HA0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0738'5.2 MI E FROM HATFIELD.
 HA0738'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0738'AT HATFIELD, OR ABOUT 0.45 MILES NORTH ALONG STATE HIGHWAY 45
 HA0738'FROM THE POST OFFICE AT ROCKPORT, THENCE 4.75 MILES WEST ALONG
 HA0738'STATE HIGHWAY 66, IN SECTION 18, T 7 S, R 6 W, 0.1 MILE EAST OF
 HA0738'THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING SOUTH,
 HA0738'ON THE PROPERTY OF H.W. HORN 45 1/2 FEET NORTH OF THE CENTER LINE
 HA0738'OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 HA0738'6 1/2 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 2 1/2
 HA0738'FEET SOUTH OF AN 8-INCH ASH TREE, ABOUT 4 1/2 FEET ABOVE THE
 HA0738'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH
 HA0738'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0637 ***********************************************************************
 KA0637  DESIGNATION -  A 33
 KA0637  PID         -  KA0637
 KA0637  STATE/COUNTY-  IN/MONTGOMERY
 KA0637  COUNTRY     -  US
 KA0637  USGS QUAD   -  NEW MARKET (2019)
 KA0637
 KA0637                         *CURRENT SURVEY CONTROL
 KA0637  ______________________________________________________________________
 KA0637* NAD 83(1986) POSITION- 39 59 45.     (N) 086 53 16.     (W)   SCALED
 KA0637* NAVD 88 ORTHO HEIGHT -   249.189 (meters)      817.55  (feet) ADJUSTED
 KA0637  ______________________________________________________________________
 KA0637  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 KA0637  DYNAMIC HEIGHT  -        249.054 (meters)      817.10  (feet) COMP
 KA0637  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 KA0637
 KA0637  VERT ORDER      -  SECOND    CLASS 0
 KA0637
 KA0637.The horizontal coordinates were scaled from a map and have
 KA0637.an estimated accuracy of +/- 6 seconds.
 KA0637
 KA0637.The orthometric height was determined by differential leveling and
 KA0637.adjusted by the NATIONAL GEODETIC SURVEY
 KA0637.in June 1991.
 KA0637
 KA0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0637.GEOID18 height accuracy estimate available here.
 KA0637
 KA0637.Click photographs - Photos may exist for this station.
 KA0637
 KA0637.The dynamic height is computed by dividing the NAVD 88
 KA0637.geopotential number by the normal gravity value computed on the
 KA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0637.degrees latitude (g = 980.6199 gals.).
 KA0637
 KA0637.The modeled gravity was interpolated from observed gravity values.
 KA0637
 KA0637;                    North         East    Units  Estimated Accuracy
 KA0637;SPC IN W     -   527,070.      916,700.      MT  (+/- 180 meters Scaled)
 KA0637
 KA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK095273(NAD 83)
 KA0637
 KA0637                          SUPERSEDED SURVEY CONTROL
 KA0637
 KA0637  NGVD 29 (??/??/92)  249.286  (m)          817.87   (f) ADJ UNCH    2 0
 KA0637
 KA0637.Superseded values are not recommended for survey control.
 KA0637
 KA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0637.See file dsdata.pdf to determine how the superseded data were derived.
 KA0637
 KA0637_MARKER: DB = BENCH MARK DISK
 KA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0637_STAMPING: A 33 1934
 KA0637_MARK LOGO: CGS
 KA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0637+STABILITY: SURFACE MOTION
 KA0637
 KA0637  HISTORY     - Date     Condition        Report By
 KA0637  HISTORY     - 1934     MONUMENTED       CGS
 KA0637  HISTORY     - 1946     GOOD             CGS
 KA0637
 KA0637                          STATION DESCRIPTION
 KA0637
 KA0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0637'3.3 MI S FROM CRAWFORDSVILLE.
 KA0637'3.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0637'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, 0.3 MILE NORTH OF MILEPOST
 KA0637'49, IN THE NORTHEAST ANGLE OF A GRAVEL-ROAD CROSSING, 44 FEET
 KA0637'EAST OF THE EAST RAIL, 20 FEET NORTH OF THE CENTERLINE OF THE
 KA0637'GRAVEL ROAD, 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST
 KA0637'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 KA0637'TRACK.  A STANDARD DISK, STAMPED A 33 1934 AND SET IN THE TOP
 KA0637'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0494 ***********************************************************************
 HA0494  DESIGNATION -  A 330
 HA0494  PID         -  HA0494
 HA0494  STATE/COUNTY-  IN/PERRY
 HA0494  COUNTRY     -  US
 HA0494  USGS QUAD   -  ROME (2019)
 HA0494
 HA0494                         *CURRENT SURVEY CONTROL
 HA0494  ______________________________________________________________________
 HA0494* NAD 83(1986) POSITION- 37 59 08.     (N) 086 31 58.     (W)   SCALED
 HA0494* NAVD 88 ORTHO HEIGHT -   124.348 (meters)      407.97  (feet) ADJUSTED
 HA0494  ______________________________________________________________________
 HA0494  GEOID HEIGHT    -        -32.543 (meters)                     GEOID18
 HA0494  DYNAMIC HEIGHT  -        124.259 (meters)      407.67  (feet) COMP
 HA0494  MODELED GRAVITY -    979,909.4   (mgal)                       NAVD 88
 HA0494
 HA0494  VERT ORDER      -  FIRST     CLASS II
 HA0494
 HA0494.The horizontal coordinates were scaled from a map and have
 HA0494.an estimated accuracy of +/- 6 seconds.
 HA0494
 HA0494.The orthometric height was determined by differential leveling and
 HA0494.adjusted by the NATIONAL GEODETIC SURVEY
 HA0494.in June 1991.
 HA0494
 HA0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0494.GEOID18 height accuracy estimate available here.
 HA0494
 HA0494.Click photographs - Photos may exist for this station.
 HA0494
 HA0494.The dynamic height is computed by dividing the NAVD 88
 HA0494.geopotential number by the normal gravity value computed on the
 HA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0494.degrees latitude (g = 980.6199 gals.).
 HA0494
 HA0494.The modeled gravity was interpolated from observed gravity values.
 HA0494
 HA0494;                    North         East    Units  Estimated Accuracy
 HA0494;SPC IN W     -   304,030.      948,370.      MT  (+/- 180 meters Scaled)
 HA0494
 HA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410043(NAD 83)
 HA0494
 HA0494                          SUPERSEDED SURVEY CONTROL
 HA0494
 HA0494  NGVD 29 (??/??/92)  124.451  (m)          408.30   (f) ADJ UNCH    1 2
 HA0494
 HA0494.Superseded values are not recommended for survey control.
 HA0494
 HA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0494.See file dsdata.pdf to determine how the superseded data were derived.
 HA0494
 HA0494_MARKER: DB = BENCH MARK DISK
 HA0494_SETTING: 66 = SET IN ROCK OUTCROP
 HA0494_STAMPING: A 330 1965
 HA0494_MARK LOGO: CGS
 HA0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0494+STABILITY: POSITION/ELEVATION WELL
 HA0494
 HA0494  HISTORY     - Date     Condition        Report By
 HA0494  HISTORY     - 1965     MONUMENTED       CGS
 HA0494
 HA0494                          STATION DESCRIPTION
 HA0494
 HA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0494'3.6 MI S FROM DERBY.
 HA0494'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 HA0494'AT DERBY, THENCE 3.45 MILES SOUTH ALONG STATE HIGHWAY 66, IN
 HA0494'SECTION 16, T 6 S, R 1 W, 145 FEET WEST OF THE CENTER LINE OF
 HA0494'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST EDGE OF A ROCK
 HA0494'OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 125 FEET WEST
 HA0494'OF A POWER POLE, 27 FEET SOUTHWEST OF THE EDGE OF A FIELD, 22
 HA0494'FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL ROAD, 4 1/2 FEET
 HA0494'WEST OF A 25-INCH MAPLE TREE BEARING A WITNESS TAG, ABOUT 6 1/2
 HA0494'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1138 ***********************************************************************
 JA1138  DESIGNATION -  A 331
 JA1138  PID         -  JA1138
 JA1138  STATE/COUNTY-  IN/GIBSON
 JA1138  COUNTRY     -  US
 JA1138  USGS QUAD   -  OWENSVILLE (2019)
 JA1138
 JA1138                         *CURRENT SURVEY CONTROL
 JA1138  ______________________________________________________________________
 JA1138* NAD 83(1986) POSITION- 38 21 52.     (N) 087 37 56.     (W)   SCALED
 JA1138* NAVD 88 ORTHO HEIGHT -   125.555 (meters)      411.93  (feet) ADJUSTED
 JA1138  ______________________________________________________________________
 JA1138  GEOID HEIGHT    -        -31.417 (meters)                     GEOID18
 JA1138  DYNAMIC HEIGHT  -        125.473 (meters)      411.66  (feet) COMP
 JA1138  MODELED GRAVITY -    979,972.3   (mgal)                       NAVD 88
 JA1138
 JA1138  VERT ORDER      -  FIRST     CLASS II
 JA1138
 JA1138.The horizontal coordinates were scaled from a map and have
 JA1138.an estimated accuracy of +/- 6 seconds.
 JA1138
 JA1138.The orthometric height was determined by differential leveling and
 JA1138.adjusted by the NATIONAL GEODETIC SURVEY
 JA1138.in June 1991.
 JA1138
 JA1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1138.GEOID18 height accuracy estimate available here.
 JA1138
 JA1138.Click photographs - Photos may exist for this station.
 JA1138
 JA1138.The dynamic height is computed by dividing the NAVD 88
 JA1138.geopotential number by the normal gravity value computed on the
 JA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1138.degrees latitude (g = 980.6199 gals.).
 JA1138
 JA1138.The modeled gravity was interpolated from observed gravity values.
 JA1138
 JA1138;                    North         East    Units  Estimated Accuracy
 JA1138;SPC IN W     -   346,090.      852,030.      MT  (+/- 180 meters Scaled)
 JA1138
 JA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH447464(NAD 83)
 JA1138
 JA1138                          SUPERSEDED SURVEY CONTROL
 JA1138
 JA1138  NGVD 29 (??/??/92)  125.692  (m)          412.37   (f) ADJ UNCH    1 2
 JA1138
 JA1138.Superseded values are not recommended for survey control.
 JA1138
 JA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1138.See file dsdata.pdf to determine how the superseded data were derived.
 JA1138
 JA1138_MARKER: DB = BENCH MARK DISK
 JA1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1138_STAMPING: A 331 1965
 JA1138_MARK LOGO: CGS
 JA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1138+STABILITY: SURFACE MOTION
 JA1138
 JA1138  HISTORY     - Date     Condition        Report By
 JA1138  HISTORY     - 1965     MONUMENTED       CGS
 JA1138
 JA1138                          STATION DESCRIPTION
 JA1138
 JA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1138'3.6 MI W FROM PRINCETON.
 JA1138'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 JA1138'COURTHOUSE TO THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION,
 JA1138'THENCE 3.3 MILES WEST ALONG THE SOUTHERN RAILWAY, AT SEMAPHORE
 JA1138'NUMBER 158.4, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 JA1138'CONCRETE FOUNDATION OF THE SEMAPHORE, ABOUT LEVEL WITH THE RAILS,
 JA1138'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1028 ***********************************************************************
 JA1028  DESIGNATION -  A 332
 JA1028  PID         -  JA1028
 JA1028  STATE/COUNTY-  IN/GIBSON
 JA1028  COUNTRY     -  US
 JA1028  USGS QUAD   -  FRANCISCO (2019)
 JA1028
 JA1028                         *CURRENT SURVEY CONTROL
 JA1028  ______________________________________________________________________
 JA1028* NAD 83(1986) POSITION- 38 19 58.     (N) 087 24 27.     (W)   SCALED
 JA1028* NAVD 88 ORTHO HEIGHT -   129.434 (meters)      424.65  (feet) ADJUSTED
 JA1028  ______________________________________________________________________
 JA1028  GEOID HEIGHT    -        -31.683 (meters)                     GEOID18
 JA1028  DYNAMIC HEIGHT  -        129.348 (meters)      424.37  (feet) COMP
 JA1028  MODELED GRAVITY -    979,963.7   (mgal)                       NAVD 88
 JA1028
 JA1028  VERT ORDER      -  FIRST     CLASS II
 JA1028
 JA1028.The horizontal coordinates were scaled from a map and have
 JA1028.an estimated accuracy of +/- 6 seconds.
 JA1028
 JA1028.The orthometric height was determined by differential leveling and
 JA1028.adjusted by the NATIONAL GEODETIC SURVEY
 JA1028.in June 1991.
 JA1028
 JA1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1028.GEOID18 height accuracy estimate available here.
 JA1028
 JA1028.Click photographs - Photos may exist for this station.
 JA1028
 JA1028.The dynamic height is computed by dividing the NAVD 88
 JA1028.geopotential number by the normal gravity value computed on the
 JA1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1028.degrees latitude (g = 980.6199 gals.).
 JA1028
 JA1028.The modeled gravity was interpolated from observed gravity values.
 JA1028
 JA1028;                    North         East    Units  Estimated Accuracy
 JA1028;SPC IN W     -   342,480.      871,660.      MT  (+/- 180 meters Scaled)
 JA1028
 JA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH643428(NAD 83)
 JA1028
 JA1028                          SUPERSEDED SURVEY CONTROL
 JA1028
 JA1028  NGVD 29 (??/??/92)  129.572  (m)          425.10   (f) ADJ UNCH    1 2
 JA1028
 JA1028.Superseded values are not recommended for survey control.
 JA1028
 JA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1028.See file dsdata.pdf to determine how the superseded data were derived.
 JA1028
 JA1028_MARKER: DB = BENCH MARK DISK
 JA1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1028_SP_SET: BRIDGE
 JA1028_STAMPING: A 332 1965
 JA1028_MARK LOGO: CGS
 JA1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1028
 JA1028  HISTORY     - Date     Condition        Report By
 JA1028  HISTORY     - 1965     MONUMENTED       CGS
 JA1028  HISTORY     - 1991     GOOD             USPSQD
 JA1028
 JA1028                          STATION DESCRIPTION
 JA1028
 JA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1028'2.4 MI E FROM FRANCISCO.
 JA1028'ABOUT 0.15 MILE NORTHEAST ALONG NORTH 3RD STREET FROM THE POST
 JA1028'OFFICE AT FRANCISCO, THENCE 2.2 MILES EAST ALONG THE SOUTHERN
 JA1028'RAILWAY, OR ABOUT 3.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM
 JA1028'THE STATION AT OAKLAND CITY, IN SECTION 21, T 2 S, R 9 W, 126
 JA1028'YARDS SOUTH ALONG GRAVELED ROAD NUMBER 850E FROM THE CENTER OF
 JA1028'THE CROSSING OF THE RAILROAD AND THE GRAVELED ROAD, SET IN THE
 JA1028'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A NARROW
 JA1028'BRIDGE, 14 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 JA1028'AND ABOUT LEVEL WITH THE ROAD.
 JA1028
 JA1028                          STATION RECOVERY (1991)
 JA1028
 JA1028'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0625 ***********************************************************************
 MD0625  DESIGNATION -  A 333
 MD0625  PID         -  MD0625
 MD0625  STATE/COUNTY-  IN/ALLEN
 MD0625  COUNTRY     -  US
 MD0625  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0625
 MD0625                         *CURRENT SURVEY CONTROL
 MD0625  ______________________________________________________________________
 MD0625* NAD 83(1986) POSITION- 41 04 07.     (N) 085 04 37.     (W)   SCALED
 MD0625* NAVD 88 ORTHO HEIGHT -   239.790 (meters)      786.71  (feet) ADJUSTED
 MD0625  ______________________________________________________________________
 MD0625  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 MD0625  DYNAMIC HEIGHT  -        239.694 (meters)      786.40  (feet) COMP
 MD0625  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 MD0625
 MD0625  VERT ORDER      -  FIRST     CLASS I
 MD0625
 MD0625.The horizontal coordinates were scaled from a map and have
 MD0625.an estimated accuracy of +/- 6 seconds.
 MD0625
 MD0625.The orthometric height was determined by differential leveling and
 MD0625.adjusted by the NATIONAL GEODETIC SURVEY
 MD0625.in April 1995.
 MD0625
 MD0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0625.GEOID18 height accuracy estimate available here.
 MD0625
 MD0625.Click photographs - Photos may exist for this station.
 MD0625
 MD0625.The dynamic height is computed by dividing the NAVD 88
 MD0625.geopotential number by the normal gravity value computed on the
 MD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0625.degrees latitude (g = 980.6199 gals.).
 MD0625
 MD0625.The modeled gravity was interpolated from observed gravity values.
 MD0625
 MD0625;                    North         East    Units  Estimated Accuracy
 MD0625;SPC IN E     -   646,350.      149,560.      MT  (+/- 180 meters Scaled)
 MD0625
 MD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL615481(NAD 83)
 MD0625
 MD0625                          SUPERSEDED SURVEY CONTROL
 MD0625
 MD0625  NAVD 88 (06/15/91)  239.795  (m)          786.73   (f) SUPERSEDED  1 1
 MD0625  NGVD 29 (01/19/93)  239.958  (m)          787.26   (f) ADJUSTED    1 1
 MD0625  NGVD 29 (??/??/92)  239.958  (m)          787.26   (f) SUPERSEDED  1 1
 MD0625
 MD0625.Superseded values are not recommended for survey control.
 MD0625
 MD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0625.See file dsdata.pdf to determine how the superseded data were derived.
 MD0625
 MD0625_MARKER: DB = BENCH MARK DISK
 MD0625_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD0625_SP_SET: BUILDING
 MD0625_STAMPING: A 333 1968
 MD0625_MARK LOGO: CGS
 MD0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD0625+STABILITY: POSITION/ELEVATION WELL
 MD0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0625+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0625
 MD0625  HISTORY     - Date     Condition        Report By
 MD0625  HISTORY     - 1968     MONUMENTED       CGS
 MD0625  HISTORY     - 19921015 GOOD             NGS
 MD0625
 MD0625                          STATION DESCRIPTION
 MD0625
 MD0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0625'AT FORT WAYNE.
 MD0625'AT FORT WAYNE, ABOUT 1.7 MILES EAST ALONG NEW HAVEN AVENUE FROM
 MD0625'THE JUNCTION OF WAYNE TRACE AT FORT WAYNE, NEAR THE INTERSECTION
 MD0625'OF NEW HAVEN AVENUE AND MEYER ROAD, SET VERTICALLY IN THE EAST
 MD0625'FACE OF THE CONCRETE FOUNDATION OF THE EAST WING OF THE BRICK
 MD0625'OFFICE BUILDING OF THE NORTH AMERICAN VAN LINES, 105 YARDS EAST
 MD0625'OF THE CENTER LINE OF MEYER ROAD, 179 FEET SOUTH OF THE CENTER
 MD0625'LINE OF NEW HAVEN AVENUE, 1.2 FEET SOUTH OF THE NORTHEAST CORNER
 MD0625'OF THE BUILDING AND 2 1/2 FEET ABOVE THE LEVEL OF THE DRIVEWAY.
 MD0625'(IN SECTION 10, R 13 E, T 30 N).  NOTE-- MARK MAY BE REACHED
 MD0625'BY GOING 2.5 MILES WEST ALONG STATE HIGHWAY 14 AND U.S. HIGHWAY
 MD0625'24 FROM THE JUNCTION OF U.S. HIGHWAY LEADING NORTH AT NEW HAVEN,
 MD0625'THENCE 0.65 MILE WEST ALONG NEW HAVEN AVENUE TO MARK ON LEFT.
 MD0625
 MD0625                          STATION RECOVERY (1992)
 MD0625
 MD0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0625'IN FORT WAYNE, SET VERTICALLY IN THE EAST FACE OF THE DEPARTMENT OF
 MD0625'PUBLIC WELFARE FOOD STAMP OFFICE AT 4820 NEW HAVEN AVENUE, 96.0 M
 MD0625'(315.0 FT) EAST OF THE CENTERLINE OF MEYERS ROAD, 54.6 M (179.1 FT)
 MD0625'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE, 4.2 M
 MD0625'(13.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.7 M (2.3 FT) ABOVE THE
 MD0625'LEVEL OF THE DRIVEWAY, AND 0.35 M (1.15 FT) SOUTH OF THE NORTHEAST
 MD0625'CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1020 ***********************************************************************
 MD1020  DESIGNATION -  A 334
 MD1020  PID         -  MD1020
 MD1020  STATE/COUNTY-  IN/KOSCIUSKO
 MD1020  COUNTRY     -  US
 MD1020  USGS QUAD   -  WARSAW (2019)
 MD1020
 MD1020                         *CURRENT SURVEY CONTROL
 MD1020  ______________________________________________________________________
 MD1020* NAD 83(1986) POSITION- 41 14 17.54   (N) 085 51 24.62   (W)   HD_HELD1
 MD1020* NAVD 88 ORTHO HEIGHT -   250.907 (meters)      823.18  (feet) ADJUSTED
 MD1020  ______________________________________________________________________
 MD1020  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 MD1020  DYNAMIC HEIGHT  -        250.800 (meters)      822.83  (feet) COMP
 MD1020  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 MD1020
 MD1020  VERT ORDER      -  FIRST     CLASS I
 MD1020
 MD1020.The horizontal coordinates were determined by differentially corrected
 MD1020.hand held GPS observations or other comparable positioning techniques
 MD1020.and have an estimated accuracy of +/- 3 meters.
 MD1020
 MD1020.The orthometric height was determined by differential leveling and
 MD1020.adjusted by the NATIONAL GEODETIC SURVEY
 MD1020.in June 1991.
 MD1020
 MD1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1020.GEOID18 height accuracy estimate available here.
 MD1020
 MD1020.Click photographs - Photos may exist for this station.
 MD1020
 MD1020.The dynamic height is computed by dividing the NAVD 88
 MD1020.geopotential number by the normal gravity value computed on the
 MD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1020.degrees latitude (g = 980.6199 gals.).
 MD1020
 MD1020.The modeled gravity was interpolated from observed gravity values.
 MD1020
 MD1020;                    North         East    Units  Estimated Accuracy
 MD1020;SPC IN E     -   665,029.0      84,058.1     MT  (+/- 3 meters HH1 GPS) 
 MD1020
 MD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9579565830(NAD 83)
 MD1020
 MD1020                          SUPERSEDED SURVEY CONTROL
 MD1020
 MD1020  NGVD 29 (01/19/93)  251.039  (m)          823.62   (f) ADJUSTED    1 1
 MD1020  NGVD 29 (??/??/92)  251.039  (m)          823.62   (f) SUPERSEDED  1 1
 MD1020
 MD1020.Superseded values are not recommended for survey control.
 MD1020
 MD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1020.See file dsdata.pdf to determine how the superseded data were derived.
 MD1020
 MD1020_MARKER: DB = BENCH MARK DISK
 MD1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1020_STAMPING: A 334 1968
 MD1020_MARK LOGO: CGS
 MD1020_PROJECTION: RECESSED 1 CENTIMETERS
 MD1020_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1020+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 MD1020_ROD/PIPE-DEPTH: 24.7 meters
 MD1020
 MD1020  HISTORY     - Date     Condition        Report By
 MD1020  HISTORY     - 1968     MONUMENTED       CGS
 MD1020  HISTORY     - 1984     GOOD             USPSQD
 MD1020  HISTORY     - 1989     GOOD             USPSQD
 MD1020  HISTORY     - 1990     GOOD             USPSQD
 MD1020  HISTORY     - 19920910 GOOD             NGS
 MD1020  HISTORY     - 20140722 GOOD             GRWAS
 MD1020  HISTORY     - 20160525 GOOD             LFA
 MD1020
 MD1020                          STATION DESCRIPTION
 MD1020
 MD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1020'AT WARSAW.
 MD1020'AT WARSAW, AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST
 MD1020'CENTRAL AND NORTH BUFFALO STREET, ON THE LAWN OF THE COURTHOUSE,
 MD1020'119.8 FEET SOUTHEAST OF BENCH MARK J 8 DESCRIBED, 41 1/2 FEET
 MD1020'SOUTHEAST OF THE FLAGPOLE, 17 1/2 FEET SOUTHWEST OF A FIREPLUG, 28
 MD1020'FEET WEST OF THE WEST CURB LINE OF NORTH BUFFALO STREET, 11.1
 MD1020'FEET NORTH OF THE NORTH CURB LINE OF WEST CENTER STREET, 0.8 FOOT
 MD1020'NORTHEAST OF THE GROUND END OF A GUY WIRE, 1.1 FEET NORTH OF THE
 MD1020'NORTH EDGE OF A SIDEWALK, AND IS A DISK ON THE TOP OF A COPPER
 MD1020'COATED STEEL ROD 0.4 FOOT UNDERGROUND AND PROTECTED BY A 4 INCH
 MD1020'METAL PIPE WHICH IS 3 INCHES BELOW THE LEVEL OF THE GROUND.  THE
 MD1020'ROD WAS DRIVEN TO A DEPTH OF 81 FEET TO REFUSAL.
 MD1020
 MD1020                          STATION RECOVERY (1984)
 MD1020
 MD1020'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1020'RECOVERED IN GOOD CONDITION.
 MD1020
 MD1020                          STATION RECOVERY (1989)
 MD1020
 MD1020'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEW)
 MD1020'RECOVERED IN GOOD CONDITION.
 MD1020
 MD1020                          STATION RECOVERY (1990)
 MD1020
 MD1020'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1020'RECOVERED IN GOOD CONDITION.
 MD1020
 MD1020                          STATION RECOVERY (1992)
 MD1020
 MD1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1020'IN WARSAW, AT THE INTERSECTION OF WEST CENTER AND NORTH BUFFALO
 MD1020'STREETS, 15.4 M (50.5 FT) WEST OF THE CENTERLINE OF BUFFALO STREET,
 MD1020'10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF CENTER STREET, 7.1 M
 MD1020'(23.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A WAR MEMORIAL, 5.7 M
 MD1020'(18.7 FT) SOUTHWEST OF A FIRE HYDRANT, 3.9 M (12.8 FT) NORTHWEST OF A
 MD1020'UTILITY LIGHT POLE WITH TRAFFIC SIGNALS ATTACHED, 2.2 M (7.2 FT) WEST
 MD1020'OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF THE NORTH EDGE OF A
 MD1020'SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS
 MD1020'RECESSED 0.08 M (0.26 FT) BELOW THE GROUND SURFACE.
 MD1020
 MD1020                          STATION RECOVERY (2014)
 MD1020
 MD1020'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BRN)
 MD1020'RECOVERED IN GOOD CONDITION.
 MD1020
 MD1020                          STATION RECOVERY (2016)
 MD1020
 MD1020'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 MD1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0276 ***********************************************************************
 ME0276  DESIGNATION -  A 335
 ME0276  PID         -  ME0276
 ME0276  STATE/COUNTY-  IN/MARSHALL
 ME0276  COUNTRY     -  US
 ME0276  USGS QUAD   -  PLYMOUTH (2019)
 ME0276
 ME0276                         *CURRENT SURVEY CONTROL
 ME0276  ______________________________________________________________________
 ME0276* NAD 83(1986) POSITION- 41 20 50.     (N) 086 20 51.     (W)   SCALED
 ME0276* NAVD 88 ORTHO HEIGHT -   248.605 (meters)      815.63  (feet) ADJUSTED
 ME0276  ______________________________________________________________________
 ME0276  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME0276  DYNAMIC HEIGHT  -        248.502 (meters)      815.29  (feet) COMP
 ME0276  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 ME0276
 ME0276  VERT ORDER      -  FIRST     CLASS I
 ME0276
 ME0276.The horizontal coordinates were scaled from a map and have
 ME0276.an estimated accuracy of +/- 6 seconds.
 ME0276
 ME0276.The orthometric height was determined by differential leveling and
 ME0276.adjusted by the NATIONAL GEODETIC SURVEY
 ME0276.in April 1995.
 ME0276
 ME0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0276.GEOID18 height accuracy estimate available here.
 ME0276
 ME0276.Click photographs - Photos may exist for this station.
 ME0276
 ME0276.The dynamic height is computed by dividing the NAVD 88
 ME0276.geopotential number by the normal gravity value computed on the
 ME0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0276.degrees latitude (g = 980.6199 gals.).
 ME0276
 ME0276.The modeled gravity was interpolated from observed gravity values.
 ME0276
 ME0276;                    North         East    Units  Estimated Accuracy
 ME0276;SPC IN E     -   677,340.       43,020.      MT  (+/- 180 meters Scaled)
 ME0276
 ME0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL545775(NAD 83)
 ME0276
 ME0276                          SUPERSEDED SURVEY CONTROL
 ME0276
 ME0276  NAVD 88 (06/15/91)  248.600  (m)          815.62   (f) SUPERSEDED  1 1
 ME0276  NGVD 29 (01/19/93)  248.720  (m)          816.01   (f) ADJUSTED    1 1
 ME0276  NGVD 29 (??/??/92)  248.720  (m)          816.01   (f) SUPERSEDED  1 1
 ME0276
 ME0276.Superseded values are not recommended for survey control.
 ME0276
 ME0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0276.See file dsdata.pdf to determine how the superseded data were derived.
 ME0276
 ME0276_MARKER: DB = BENCH MARK DISK
 ME0276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0276_STAMPING: A 335 1968
 ME0276_MARK LOGO: CGS
 ME0276_PROJECTION: PROJECTING 1 CENTIMETERS
 ME0276_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0276+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 ME0276_ROD/PIPE-DEPTH: 17.1 meters
 ME0276
 ME0276  HISTORY     - Date     Condition        Report By
 ME0276  HISTORY     - 1968     MONUMENTED       CGS
 ME0276  HISTORY     - 1987     GOOD             USPSQD
 ME0276  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0276  HISTORY     - 19920907 GOOD             NGS
 ME0276  HISTORY     - 20040601 POOR             PICI
 ME0276  HISTORY     - 20090623 GOOD             JCLS
 ME0276
 ME0276                          STATION DESCRIPTION
 ME0276
 ME0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0276'1.9 MI W FROM PLYMOUTH.
 ME0276'ABOUT 0.8 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0276'STATION AT PLYMOUTH, THENCE 1.1 MILES WEST ALONG BUSINESS ROUTE
 ME0276'OF U.S. HIGHWAY 30, (LINCOLN HIGHWAY ), AT A Y JUNCTION, 60 FEET
 ME0276'SOUTH OF THE CENTER OF THE JUNCTION OF NORTH PINE ROAD, 55 1/2
 ME0276'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTH
 ME0276'OF THE CENTER LINE OF W 9 TH ROAD, 5 FEET SOUTH OF A 5 FOOT HIGH
 ME0276'VERTICAL RAIL, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 ME0276'WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 ME0276'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH METAL
 ME0276'PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 ME0276'ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 ME0276
 ME0276                          STATION RECOVERY (1987)
 ME0276
 ME0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0276'RECOVERED IN GOOD CONDITION.
 ME0276
 ME0276                          STATION RECOVERY (1990)
 ME0276
 ME0276'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0276'MARK NOT FOUND.
 ME0276
 ME0276                          STATION RECOVERY (1992)
 ME0276
 ME0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0276'1.8 KM (1.10 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0276'OF STATE HIGHWAY 17 IN PLYMOUTH, THENCE 0.1 KM (0.05 MI) NORTHERLY
 ME0276'ALONG NORTH OAK ROAD, THENCE 1.7 KM (1.05 MI) NORTHWESTERLY ALONG
 ME0276'JEFFERSON STREET, 16.9 M (55.4 FT) NORTH OF THE CENTER OF WEST 9TH
 ME0276'ROAD, 16.6 M (54.5 FT) SOUTHWEST OF AND LEVEL WITH THE STREET CENTER,
 ME0276'3.3 M (10.8 FT) NORTHEAST OF A UTILITY POLE, 1.4 M (4.6 FT) SOUTH OF
 ME0276'A 4-FOOT VERTICAL SECTION OF RAIL AND AN UNDERGROUND CABLE JUNCTION
 ME0276'BOX, AND 1.0 M (3.3 FT) EAST OF THE EXTENDED CENTER OF NORTH PINE
 ME0276'ROAD. NOTE--THE DISK IS ENCASED IN A 6-INCH METAL PIPE AND IS FLUSH
 ME0276'WITH THE GROUND SURFACE.
 ME0276
 ME0276                          STATION RECOVERY (2004)
 ME0276
 ME0276'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0276'MONUMENT HAS 0.05' HORIZONTAL 'WIGGLE' TO IT, BUT HAS NO 'GIVE'
 ME0276'VERTICALLY.
 ME0276
 ME0276                          STATION RECOVERY (2009)
 ME0276
 ME0276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 ME0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0564 ***********************************************************************
 ME0564  DESIGNATION -  A 336
 ME0564  PID         -  ME0564
 ME0564  STATE/COUNTY-  IN/LA PORTE
 ME0564  COUNTRY     -  US
 ME0564  USGS QUAD   -  WANATAH (2019)
 ME0564
 ME0564                         *CURRENT SURVEY CONTROL
 ME0564  ______________________________________________________________________
 ME0564* NAD 83(1986) POSITION- 41 25 42.     (N) 086 53 26.     (W)   SCALED
 ME0564* NAVD 88 ORTHO HEIGHT -   221.909 (meters)      728.05  (feet) ADJUSTED
 ME0564  ______________________________________________________________________
 ME0564  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME0564  DYNAMIC HEIGHT  -        221.818 (meters)      727.75  (feet) COMP
 ME0564  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 ME0564
 ME0564  VERT ORDER      -  FIRST     CLASS I
 ME0564
 ME0564.The horizontal coordinates were scaled from a map and have
 ME0564.an estimated accuracy of +/- 6 seconds.
 ME0564
 ME0564.The orthometric height was determined by differential leveling and
 ME0564.adjusted by the NATIONAL GEODETIC SURVEY
 ME0564.in June 1991.
 ME0564
 ME0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0564.GEOID18 height accuracy estimate available here.
 ME0564
 ME0564.Click photographs - Photos may exist for this station.
 ME0564
 ME0564.The dynamic height is computed by dividing the NAVD 88
 ME0564.geopotential number by the normal gravity value computed on the
 ME0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0564.degrees latitude (g = 980.6199 gals.).
 ME0564
 ME0564.The modeled gravity was interpolated from observed gravity values.
 ME0564
 ME0564;                    North         East    Units  Estimated Accuracy
 ME0564;SPC IN W     -   686,140.      916,110.      MT  (+/- 180 meters Scaled)
 ME0564
 ME0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091863(NAD 83)
 ME0564
 ME0564                          SUPERSEDED SURVEY CONTROL
 ME0564
 ME0564  NGVD 29 (01/19/93)  222.005  (m)          728.36   (f) ADJUSTED    1 1
 ME0564  NGVD 29 (??/??/92)  222.005  (m)          728.36   (f) SUPERSEDED  1 1
 ME0564
 ME0564.Superseded values are not recommended for survey control.
 ME0564
 ME0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0564.See file dsdata.pdf to determine how the superseded data were derived.
 ME0564
 ME0564_MARKER: DB = BENCH MARK DISK
 ME0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0564_SP_SET: ABUTMENT
 ME0564_STAMPING: A 336 1968
 ME0564_MARK LOGO: CGS
 ME0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0564+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0564
 ME0564  HISTORY     - Date     Condition        Report By
 ME0564  HISTORY     - 1968     MONUMENTED       CGS
 ME0564  HISTORY     - 1988     GOOD             USPSQD
 ME0564  HISTORY     - 19920907 GOOD             NGS
 ME0564  HISTORY     - 20071103 GOOD             GEOCAC
 ME0564
 ME0564                          STATION DESCRIPTION
 ME0564
 ME0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0564'AT WANATAH.
 ME0564'AT WANATAH, ALONG THE PENN CENTRAL RAILROAD, IN SECTION 4,
 ME0564'R 4 W, T 34 N, SET ON THE TOP OF THE NORTH END OF THE EAST
 ME0564'CONCRETE ABUTMENT OF A 16-FOOT BRIDGE OVER A SMALL STREAM, 100
 ME0564'FEET EAST OF THE CENTER OF THE U.S. HIGHWAY 421 OVERPASS OVER
 ME0564'THE TRACKS, 23.2 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 ME0564'TRACK AND 5 FEET BELOW THE LEVEL OF THE TRACK.
 ME0564
 ME0564                          STATION RECOVERY (1988)
 ME0564
 ME0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0564'RECOVERED IN GOOD CONDITION.
 ME0564
 ME0564                          STATION RECOVERY (1992)
 ME0564
 ME0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0564'IN WANATAH, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND U.S.
 ME0564'HIGHWAY 421, IN TOP OF AND 1.5 M (4.9 FT) SOUTH OF THE NORTH END OF
 ME0564'THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING A DITCH,
 ME0564'30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT)
 ME0564'NORTH OF THE NEAR RAIL, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 ME0564'TRACK.
 ME0564
 ME0564                          STATION RECOVERY (2007)
 ME0564
 ME0564'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1094 ***********************************************************************
 KA1094  DESIGNATION -  A 34
 KA1094  PID         -  KA1094
 KA1094  STATE/COUNTY-  IN/VIGO
 KA1094  COUNTRY     -  US
 KA1094  USGS QUAD   -  TERRE HAUTE (2019)
 KA1094
 KA1094                         *CURRENT SURVEY CONTROL
 KA1094  ______________________________________________________________________
 KA1094* NAD 83(1986) POSITION- 39 28 26.     (N) 087 24 08.     (W)   SCALED
 KA1094* NAVD 88 ORTHO HEIGHT -   149.642 (meters)      490.95  (feet) ADJUSTED
 KA1094  ______________________________________________________________________
 KA1094  GEOID HEIGHT    -        -32.720 (meters)                     GEOID18
 KA1094  DYNAMIC HEIGHT  -        149.557 (meters)      490.67  (feet) COMP
 KA1094  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA1094
 KA1094  VERT ORDER      -  FIRST     CLASS II
 KA1094
 KA1094.The horizontal coordinates were scaled from a map and have
 KA1094.an estimated accuracy of +/- 6 seconds.
 KA1094
 KA1094.The orthometric height was determined by differential leveling and
 KA1094.adjusted by the NATIONAL GEODETIC SURVEY
 KA1094.in June 1991.
 KA1094
 KA1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1094.GEOID18 height accuracy estimate available here.
 KA1094
 KA1094.Click photographs - Photos may exist for this station.
 KA1094
 KA1094.The dynamic height is computed by dividing the NAVD 88
 KA1094.geopotential number by the normal gravity value computed on the
 KA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1094.degrees latitude (g = 980.6199 gals.).
 KA1094
 KA1094.The modeled gravity was interpolated from observed gravity values.
 KA1094
 KA1094;                    North         East    Units  Estimated Accuracy
 KA1094;SPC IN W     -   469,150.      872,560.      MT  (+/- 180 meters Scaled)
 KA1094
 KA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654694(NAD 83)
 KA1094
 KA1094                          SUPERSEDED SURVEY CONTROL
 KA1094
 KA1094  NGVD 29 (??/??/92)  149.746  (m)          491.29   (f) ADJ UNCH    1 2
 KA1094
 KA1094.Superseded values are not recommended for survey control.
 KA1094
 KA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1094.See file dsdata.pdf to determine how the superseded data were derived.
 KA1094
 KA1094_MARKER: DB = BENCH MARK DISK
 KA1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1094_STAMPING: A 34 1934
 KA1094_MARK LOGO: CGS
 KA1094_PROJECTION: RECESSED 5 CENTIMETERS
 KA1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1094+STABILITY: SURFACE MOTION
 KA1094
 KA1094  HISTORY     - Date     Condition        Report By
 KA1094  HISTORY     - 1934     MONUMENTED       CGS
 KA1094  HISTORY     - 1956     GOOD             CGS
 KA1094  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1094
 KA1094                          STATION DESCRIPTION
 KA1094
 KA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1094'AT TERRE HAUTE.
 KA1094'AT TERRE HAUTE, 225 FEET NORTHEAST OF NORTHEAST CORNER OF THE
 KA1094'UNION STATION, 42 FEET EAST OF EAST RAIL OF MAIN TRACK OF THE
 KA1094'CHICAGO AND EASTERN ILLINOIS RAILWAY, 53.5 FEET SOUTH OF
 KA1094'SOUTHWEST CORNER OF CAR INSPECTORS BUILDING, 16.5 FEET NORTH OF
 KA1094'NORTH FREIGHT RAIL OF THE PENNSYLVANIA RAILROAD, 9 FEET NORTHEAST
 KA1094'OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KA1094'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 KA1094
 KA1094                          STATION RECOVERY (1985)
 KA1094
 KA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2132 ***********************************************************************
 ME2132  DESIGNATION -  A 349
 ME2132  PID         -  ME2132
 ME2132  STATE/COUNTY-  IN/PORTER
 ME2132  COUNTRY     -  US
 ME2132  USGS QUAD   -  PORTAGE (2019)
 ME2132
 ME2132                         *CURRENT SURVEY CONTROL
 ME2132  ______________________________________________________________________
 ME2132* NAD 83(1986) POSITION- 41 37 07.55   (N) 087 10 33.11   (W)   HD_HELD1
 ME2132* NAVD 88 ORTHO HEIGHT -   186.383 (meters)      611.49  (feet) ADJUSTED
 ME2132  ______________________________________________________________________
 ME2132  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 ME2132  DYNAMIC HEIGHT  -        186.315 (meters)      611.27  (feet) COMP
 ME2132  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME2132
 ME2132  VERT ORDER      -  FIRST     CLASS II
 ME2132
 ME2132.The horizontal coordinates were determined by differentially corrected
 ME2132.hand held GPS observations or other comparable positioning techniques
 ME2132.and have an estimated accuracy of +/- 3 meters.
 ME2132
 ME2132.The orthometric height was determined by differential leveling and
 ME2132.adjusted by the NATIONAL GEODETIC SURVEY
 ME2132.in June 1991.
 ME2132
 ME2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2132.GEOID18 height accuracy estimate available here.
 ME2132
 ME2132.Click photographs - Photos may exist for this station.
 ME2132
 ME2132.The dynamic height is computed by dividing the NAVD 88
 ME2132.geopotential number by the normal gravity value computed on the
 ME2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2132.degrees latitude (g = 980.6199 gals.).
 ME2132
 ME2132.The modeled gravity was interpolated from observed gravity values.
 ME2132
 ME2132;                    North         East    Units  Estimated Accuracy
 ME2132;SPC IN W     -   707,279.9     892,288.4     MT  (+/- 3 meters HH1 GPS) 
 ME2132
 ME2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8534807464(NAD 83)
 ME2132
 ME2132                          SUPERSEDED SURVEY CONTROL
 ME2132
 ME2132  NGVD 29 (01/19/93)  186.478  (m)          611.80   (f) ADJUSTED    1 2
 ME2132  NGVD 29 (??/??/92)  186.470  (m)          611.78   (f) SUPERSEDED  1 2
 ME2132
 ME2132.Superseded values are not recommended for survey control.
 ME2132
 ME2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2132.See file dsdata.pdf to determine how the superseded data were derived.
 ME2132
 ME2132_MARKER: DV = VERTICAL CONTROL DISK
 ME2132_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2132_SP_SET: BRIDGE ABUTMENT
 ME2132_STAMPING: A 349 1985
 ME2132_MARK LOGO: NGS
 ME2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2132+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 ME2132
 ME2132  HISTORY     - Date     Condition        Report By
 ME2132  HISTORY     - 1985     MONUMENTED       NGS
 ME2132  HISTORY     - 20100729 GOOD             INDIV
 ME2132  HISTORY     - 20220816 GOOD             IN-127
 ME2132
 ME2132                          STATION DESCRIPTION
 ME2132
 ME2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2132'14.1 KM (8.75 MI) EAST FROM GARY.
 ME2132'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2132'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, NEAR THE CENTER OF
 ME2132'THE EAST CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY BRIDGE SPANNING
 ME2132'THE BURNS WATERWAY, 13.3 M (43.6 FT) SOUTH OF THE NEAR RAIL OF THE
 ME2132'SOUTH SHORE RAILROAD, 7.3 M (24.0 FT) NORTH OF THE CENTER OF THE WEST
 ME2132'BOUND LANES OF THE HIGHWAY, AND 1.3 M (3.9 FT) WEST OF THE EAST END OF
 ME2132'A RETAINING WALL.
 ME2132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2132
 ME2132                          STATION RECOVERY (2010)
 ME2132
 ME2132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SRK)
 ME2132'RECOVERED IN GOOD CONDITION.
 ME2132
 ME2132                          STATION RECOVERY (2022)
 ME2132
 ME2132'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (KBP)
 ME2132'FROM THE INTERSECTION OF SR 53 (BROADWAY ST) AND U.S. HIGHWAY 12 IN
 ME2132'GARY GO EAST ON U.S. HIGHWAY 12 FOR ABOUT 8.75 MILES AND STATION IS ON
 ME2132'THE LEFT AT THE CENTER OF THE EAST CONCRETE ABUTMENT OF THE WESTBOUND
 ME2132'HIGHWAY BRIDGE SPANNING THE BURNS WATERWAY, 43.6 FEET SOUTH OF THE
 ME2132'NEAR RAIL OF THE SOUTH SHORE RAILROAD, 24.0 FEET NORTH OF THE CENTER
 ME2132'OF THE WEST BOUND LANES OF THE HIGHWAY, AND 3.9 FEET WEST OF THE EAST
 ME2132'END OF THE RETAINING WALL. MARK IS LEVEL WITH HIGHWAY. SEE OPUS
 ME2132'SOLUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0479 ***********************************************************************
 LA0479  DESIGNATION -  A 35
 LA0479  PID         -  LA0479
 LA0479  STATE/COUNTY-  IN/ADAMS
 LA0479  COUNTRY     -  US
 LA0479  USGS QUAD   -  WREN (2016)
 LA0479
 LA0479                         *CURRENT SURVEY CONTROL
 LA0479  ______________________________________________________________________
 LA0479* NAD 83(1986) POSITION- 40 48 33.     (N) 084 49 58.     (W)   SCALED
 LA0479* NAVD 88 ORTHO HEIGHT -   250.654 (meters)      822.35  (feet) ADJUSTED
 LA0479  ______________________________________________________________________
 LA0479  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 LA0479  DYNAMIC HEIGHT  -        250.543 (meters)      821.99  (feet) COMP
 LA0479  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 LA0479
 LA0479  VERT ORDER      -  SECOND    CLASS 0
 LA0479
 LA0479.The horizontal coordinates were scaled from a map and have
 LA0479.an estimated accuracy of +/- 6 seconds.
 LA0479
 LA0479.The orthometric height was determined by differential leveling and
 LA0479.adjusted by the NATIONAL GEODETIC SURVEY
 LA0479.in June 1991.
 LA0479
 LA0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0479.GEOID18 height accuracy estimate available here.
 LA0479
 LA0479.Click photographs - Photos may exist for this station.
 LA0479
 LA0479.The dynamic height is computed by dividing the NAVD 88
 LA0479.geopotential number by the normal gravity value computed on the
 LA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0479.degrees latitude (g = 980.6199 gals.).
 LA0479
 LA0479.The modeled gravity was interpolated from observed gravity values.
 LA0479
 LA0479;                    North         East    Units  Estimated Accuracy
 LA0479;SPC IN E     -   617,700.      170,360.      MT  (+/- 180 meters Scaled)
 LA0479
 LA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL827198(NAD 83)
 LA0479
 LA0479                          SUPERSEDED SURVEY CONTROL
 LA0479
 LA0479  NGVD 29 (??/??/92)  250.813  (m)          822.88   (f) ADJ UNCH    2 0
 LA0479
 LA0479.Superseded values are not recommended for survey control.
 LA0479
 LA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0479.See file dsdata.pdf to determine how the superseded data were derived.
 LA0479
 LA0479_MARKER: DB = BENCH MARK DISK
 LA0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0479_STAMPING: A 35 1934
 LA0479_MARK LOGO: CGS
 LA0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0479+STABILITY: SURFACE MOTION
 LA0479
 LA0479  HISTORY     - Date     Condition        Report By
 LA0479  HISTORY     - 1934     MONUMENTED       CGS
 LA0479  HISTORY     - 1947     GOOD             CGS
 LA0479
 LA0479                          STATION DESCRIPTION
 LA0479
 LA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0479'3.2 MI W FROM WREN.
 LA0479'ABOUT 3.2 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0479'AT WREN, OHIO, ABOUT 5.0 MILES EAST OF THE STATION AT DECATUR,
 LA0479'ADAMS COUNTY, ABOUT 0.55 MILE EAST OF THE CROSSING OF STATE
 LA0479'HIGHWAY 101 AT BOBO, 130 YARDS WEST OF MILE POST M 91, 12 FEET
 LA0479'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 31 FEET SOUTHEAST
 LA0479'OF A TELEPHONE POLE, 85 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 LA0479'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW
 LA0479'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2161 ***********************************************************************
 ME2161  DESIGNATION -  A 350
 ME2161  PID         -  ME2161
 ME2161  STATE/COUNTY-  IN/LA PORTE
 ME2161  COUNTRY     -  US
 ME2161  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2161
 ME2161                         *CURRENT SURVEY CONTROL
 ME2161  ______________________________________________________________________
 ME2161* NAD 83(1986) POSITION- 41 43 26.8    (N) 086 52 46.4    (W)   HD_HELD2
 ME2161* NAVD 88 ORTHO HEIGHT -   184.522 (meters)      605.39  (feet) ADJUSTED
 ME2161  ______________________________________________________________________
 ME2161  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 ME2161  DYNAMIC HEIGHT  -        184.455 (meters)      605.17  (feet) COMP
 ME2161  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 ME2161
 ME2161  VERT ORDER      -  FIRST     CLASS II
 ME2161
 ME2161.The horizontal coordinates were established by autonomous hand held GPS
 ME2161.observations and have an estimated accuracy of +/- 10 meters.
 ME2161
 ME2161.The orthometric height was determined by differential leveling and
 ME2161.adjusted by the NATIONAL GEODETIC SURVEY
 ME2161.in June 1991.
 ME2161
 ME2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2161.GEOID18 height accuracy estimate available here.
 ME2161
 ME2161.Click photographs - Photos may exist for this station.
 ME2161
 ME2161.The dynamic height is computed by dividing the NAVD 88
 ME2161.geopotential number by the normal gravity value computed on the
 ME2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2161.degrees latitude (g = 980.6199 gals.).
 ME2161
 ME2161.The modeled gravity was interpolated from observed gravity values.
 ME2161
 ME2161;                    North         East    Units  Estimated Accuracy
 ME2161;SPC IN W     -   718,996.      916,955.      MT  (+/- 10 meters HH2 GPS)
 ME2161
 ME2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1001719152(NAD 83)
 ME2161
 ME2161                          SUPERSEDED SURVEY CONTROL
 ME2161
 ME2161  NGVD 29 (01/19/93)  184.632  (m)          605.75   (f) ADJUSTED    1 2
 ME2161
 ME2161.Superseded values are not recommended for survey control.
 ME2161
 ME2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2161.See file dsdata.pdf to determine how the superseded data were derived.
 ME2161
 ME2161_MARKER: F = FLANGE-ENCASED ROD
 ME2161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2161_STAMPING: A 350 1985
 ME2161_MARK LOGO: NGS
 ME2161_PROJECTION: FLUSH
 ME2161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2161+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 ME2161_ROD/PIPE-DEPTH: 15.8 meters
 ME2161
 ME2161  HISTORY     - Date     Condition        Report By
 ME2161  HISTORY     - 1985     MONUMENTED       NGS
 ME2161  HISTORY     - 20060811 GOOD             GEOCAC
 ME2161  HISTORY     - 20210803 GOOD             LFA
 ME2161
 ME2161                          STATION DESCRIPTION
 ME2161
 ME2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2161'2.3 KM (1.4 MI) NE FROM MICHIGAN CITY.
 ME2161'2.3 KM (1.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2161'COURTHOUSE IN MICHIGAN CITY, 0.3 KM (0.2 MI) WEST OF THE INTERSECTION
 ME2161'OF LIBERTY TRAIL STREET, 40.2 M (131.9 FT) WEST OF UTILITY POLE NUMBER
 ME2161'231 530, 13.0 M (42.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.1
 ME2161'M (23.3 FT) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE
 ME2161'SURROUNDING THE SULLAIR BUILDING, AND 2.8 M (9.2 FT) EAST OF A FIRE
 ME2161'HYDRANT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2161'CAP.
 ME2161'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST AND FENCE
 ME2161'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 ME2161
 ME2161                          STATION RECOVERY (2006)
 ME2161
 ME2161'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME2161'RECOVERED IN GOOD CONDITION.
 ME2161
 ME2161                          STATION RECOVERY (2021)
 ME2161
 ME2161'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME2161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1667 ***********************************************************************
 KA1667  DESIGNATION -  A 351
 KA1667  PID         -  KA1667
 KA1667  STATE/COUNTY-  IN/HENDRICKS
 KA1667  COUNTRY     -  US
 KA1667  USGS QUAD   -  COATESVILLE (2019)
 KA1667
 KA1667                         *CURRENT SURVEY CONTROL
 KA1667  ______________________________________________________________________
 KA1667* NAD 83(1986) POSITION- 39 38 02.     (N) 086 39 00.     (W)   SCALED
 KA1667* NAVD 88 ORTHO HEIGHT -   239.585 (meters)      786.04  (feet) ADJUSTED
 KA1667  ______________________________________________________________________
 KA1667  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 KA1667  DYNAMIC HEIGHT  -        239.451 (meters)      785.60  (feet) COMP
 KA1667  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 KA1667
 KA1667  VERT ORDER      -  FIRST     CLASS II
 KA1667
 KA1667.The horizontal coordinates were scaled from a map and have
 KA1667.an estimated accuracy of +/- 6 seconds.
 KA1667
 KA1667.The orthometric height was determined by differential leveling and
 KA1667.adjusted by the NATIONAL GEODETIC SURVEY
 KA1667.in June 1991.
 KA1667
 KA1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1667.GEOID18 height accuracy estimate available here.
 KA1667
 KA1667.Click photographs - Photos may exist for this station.
 KA1667
 KA1667.The dynamic height is computed by dividing the NAVD 88
 KA1667.geopotential number by the normal gravity value computed on the
 KA1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1667.degrees latitude (g = 980.6199 gals.).
 KA1667
 KA1667.The modeled gravity was interpolated from observed gravity values.
 KA1667
 KA1667;                    North         East    Units  Estimated Accuracy
 KA1667;SPC IN W     -   486,960.      937,200.      MT  (+/- 180 meters Scaled)
 KA1667
 KA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ300871(NAD 83)
 KA1667
 KA1667                          SUPERSEDED SURVEY CONTROL
 KA1667
 KA1667.No superseded survey control is available for this station.
 KA1667
 KA1667_MARKER: F = FLANGE-ENCASED ROD
 KA1667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1667_STAMPING: A 351 1985
 KA1667_MARK LOGO: NGS
 KA1667_PROJECTION: FLUSH
 KA1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1667+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2021
 KA1667_ROD/PIPE-DEPTH: 4.0 meters
 KA1667
 KA1667  HISTORY     - Date     Condition        Report By
 KA1667  HISTORY     - 1985     MONUMENTED       NGS
 KA1667  HISTORY     - 20210610 GOOD             INDIV
 KA1667
 KA1667                          STATION DESCRIPTION
 KA1667
 KA1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1667'14.7 KM (9.15 MI) WEST FROM BELLEVILLE.
 KA1667'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1667'WITH STATE HIGHWAY 39 IN BELLEVILLE, 1.9 KM (1.2 MI) EAST OF THE
 KA1667'INTERSECTION OF STATE HIGHWAY 75, 23.2 M (76.1 FT) NORTH OF THE
 KA1667'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 6.4 M (21.0 FT)
 KA1667'WEST OF THE CENTER OF COUNTY ROAD 700 WEST, AND 0.6 M (2.0 FT) NORTH
 KA1667'OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1667'THROUGH A 5-INCH LOGO CAP.
 KA1667'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1667'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KA1667
 KA1667                          STATION RECOVERY (2021)
 KA1667
 KA1667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (BFC)
 KA1667'MARK WAS FOUND 2 INCHES (5 CM) DOWN.  MARK IS 1 FT (0.3 M) SOUTH OF A
 KA1667'WITNESS POST AND 2 FT (0.6 M) WEST OF HENDRICKS POWER COOPERATIVE POLE
 KA1667'NUMBER S88L24R23.  MARK IS UNSUITABLE FOR GPS DUE TO TREE CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1686 ***********************************************************************
 KA1686  DESIGNATION -  A 352
 KA1686  PID         -  KA1686
 KA1686  STATE/COUNTY-  IN/VIGO
 KA1686  COUNTRY     -  US
 KA1686  USGS QUAD   -  SEELYVILLE (2019)
 KA1686
 KA1686                         *CURRENT SURVEY CONTROL
 KA1686  ______________________________________________________________________
 KA1686* NAD 83(1986) POSITION- 39 29 41.     (N) 087 15 52.     (W)   SCALED
 KA1686* NAVD 88 ORTHO HEIGHT -   175.447 (meters)      575.61  (feet) ADJUSTED
 KA1686  ______________________________________________________________________
 KA1686  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 KA1686  DYNAMIC HEIGHT  -        175.347 (meters)      575.28  (feet) COMP
 KA1686  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 KA1686
 KA1686  VERT ORDER      -  FIRST     CLASS II
 KA1686
 KA1686.The horizontal coordinates were scaled from a map and have
 KA1686.an estimated accuracy of +/- 6 seconds.
 KA1686
 KA1686.The orthometric height was determined by differential leveling and
 KA1686.adjusted by the NATIONAL GEODETIC SURVEY
 KA1686.in June 1991.
 KA1686
 KA1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1686.GEOID18 height accuracy estimate available here.
 KA1686
 KA1686.Click photographs - Photos may exist for this station.
 KA1686
 KA1686.The dynamic height is computed by dividing the NAVD 88
 KA1686.geopotential number by the normal gravity value computed on the
 KA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1686.degrees latitude (g = 980.6199 gals.).
 KA1686
 KA1686.The modeled gravity was interpolated from observed gravity values.
 KA1686
 KA1686;                    North         East    Units  Estimated Accuracy
 KA1686;SPC IN W     -   471,430.      884,420.      MT  (+/- 180 meters Scaled)
 KA1686
 KA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ772717(NAD 83)
 KA1686
 KA1686                          SUPERSEDED SURVEY CONTROL
 KA1686
 KA1686.No superseded survey control is available for this station.
 KA1686
 KA1686_MARKER: I = METAL ROD
 KA1686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1686_STAMPING: A 352 1985
 KA1686_MARK LOGO: NGS
 KA1686_PROJECTION: RECESSED 2 CENTIMETERS
 KA1686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1686+STABILITY: POSITION/ELEVATION WELL
 KA1686_ROD/PIPE-DEPTH: 5.8 meters
 KA1686_SLEEVE-DEPTH  : 3.1 meters
 KA1686
 KA1686  HISTORY     - Date     Condition        Report By
 KA1686  HISTORY     - 1985     MONUMENTED       NGS
 KA1686
 KA1686                          STATION DESCRIPTION
 KA1686
 KA1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1686'IN SEELYVILLE.
 KA1686'IN SEELYVILLE, AT THE INTERSECTION OF SECOND STREET AND NATIONAL
 KA1686'AVENUE (U.S. HIGHWAY 40), 40.8 M (133.9 FT) WEST OF THE CENTER OF A
 KA1686'PAVED DRIVEWAY, 39.6 M (129.9 FT) EAST OF THE EXTENDED CENTER OF THE
 KA1686'STREET, 16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 KA1686'LANES OF THE AVENUE, 1.2 M (3.9 FT) NORTH OF THE MOST NORTHERLY LEG OF
 KA1686'A SIGN, AND 0.9 M (3.0 FT) EAST OF A UTILITY POLE WITH A GUY WIRE.
 KA1686'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1686'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1721 ***********************************************************************
 KA1721  DESIGNATION -  A 353
 KA1721  PID         -  KA1721
 KA1721  STATE/COUNTY-  IN/GREENE
 KA1721  COUNTRY     -  US
 KA1721  USGS QUAD   -  SWITZ CITY (2019)
 KA1721
 KA1721                         *CURRENT SURVEY CONTROL
 KA1721  ______________________________________________________________________
 KA1721* NAD 83(1986) POSITION- 39 01 56.68   (N) 087 00 40.60   (W)   HD_HELD1
 KA1721* NAVD 88 ORTHO HEIGHT -   154.784 (meters)      507.82  (feet) ADJUSTED
 KA1721  ______________________________________________________________________
 KA1721  GEOID HEIGHT    -        -32.716 (meters)                     GEOID18
 KA1721  DYNAMIC HEIGHT  -        154.690 (meters)      507.51  (feet) COMP
 KA1721  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 KA1721
 KA1721  VERT ORDER      -  FIRST     CLASS II
 KA1721
 KA1721.The horizontal coordinates were determined by differentially corrected
 KA1721.hand held GPS observations or other comparable positioning techniques
 KA1721.and have an estimated accuracy of +/- 3 meters.
 KA1721
 KA1721.The orthometric height was determined by differential leveling and
 KA1721.adjusted by the NATIONAL GEODETIC SURVEY
 KA1721.in June 1991.
 KA1721
 KA1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1721.GEOID18 height accuracy estimate available here.
 KA1721
 KA1721.Click photographs - Photos may exist for this station.
 KA1721
 KA1721.The dynamic height is computed by dividing the NAVD 88
 KA1721.geopotential number by the normal gravity value computed on the
 KA1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1721.degrees latitude (g = 980.6199 gals.).
 KA1721
 KA1721.The modeled gravity was interpolated from observed gravity values.
 KA1721
 KA1721;                    North         East    Units  Estimated Accuracy
 KA1721;SPC IN W     -   420,096.8     906,238.9     MT  (+/- 3 meters HH1 GPS) 
 KA1721
 KA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9902320373(NAD 83)
 KA1721
 KA1721                          SUPERSEDED SURVEY CONTROL
 KA1721
 KA1721.No superseded survey control is available for this station.
 KA1721
 KA1721_MARKER: I = METAL ROD
 KA1721_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1721_STAMPING: A 353 1985
 KA1721_MARK LOGO: NGS
 KA1721_PROJECTION: RECESSED 2 CENTIMETERS
 KA1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1721+STABILITY: POSITION/ELEVATION WELL
 KA1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1721+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 KA1721_ROD/PIPE-DEPTH: 15.8 meters
 KA1721_SLEEVE-DEPTH  : 3.1 meters
 KA1721
 KA1721  HISTORY     - Date     Condition        Report By
 KA1721  HISTORY     - 1985     MONUMENTED       NGS
 KA1721  HISTORY     - 20070421 GOOD             INDIV
 KA1721  HISTORY     - 20100511 GOOD             AEROME
 KA1721
 KA1721                          STATION DESCRIPTION
 KA1721
 KA1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1721'10.6 KM (6.6 MI) SW FROM WORTHINGTON.
 KA1721'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 KA1721'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 5.2 KM (3.25
 KA1721'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 0.1 KM (0.05 MI) NORTH OF THE
 KA1721'JUNCTION OF STATE HIGHWAY 54, 32.5 M (106.6 FT) SOUTH OF THE CENTER OF
 KA1721'A DRIVEWAY, 22.8 M (74.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 KA1721'AND 8.5 M (27.9 FT) EAST-NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 KA1721'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1721'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST AND FENCE
 KA1721'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1721
 KA1721                          STATION RECOVERY (2007)
 KA1721
 KA1721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JAB)
 KA1721'RECOVERED BY M D WESSLER AND ASSOCIATES
 KA1721
 KA1721                          STATION RECOVERY (2010)
 KA1721
 KA1721'RECOVERY NOTE BY AERO METRIC INC 2010
 KA1721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1609 ***********************************************************************
 JA1609  DESIGNATION -  A 354
 JA1609  PID         -  JA1609
 JA1609  STATE/COUNTY-  IN/GREENE
 JA1609  COUNTRY     -  US
 JA1609  USGS QUAD   -  LYONS (2019)
 JA1609
 JA1609                         *CURRENT SURVEY CONTROL
 JA1609  ______________________________________________________________________
 JA1609* NAD 83(1986) POSITION- 38 57 54.     (N) 087 01 01.     (W)   SCALED
 JA1609* NAVD 88 ORTHO HEIGHT -   169.540 (meters)      556.23  (feet) ADJUSTED
 JA1609  ______________________________________________________________________
 JA1609  GEOID HEIGHT    -        -32.703 (meters)                     GEOID18
 JA1609  DYNAMIC HEIGHT  -        169.436 (meters)      555.89  (feet) COMP
 JA1609  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JA1609
 JA1609  VERT ORDER      -  FIRST     CLASS II
 JA1609
 JA1609.The horizontal coordinates were scaled from a map and have
 JA1609.an estimated accuracy of +/- 6 seconds.
 JA1609
 JA1609.The orthometric height was determined by differential leveling and
 JA1609.adjusted by the NATIONAL GEODETIC SURVEY
 JA1609.in June 1991.
 JA1609
 JA1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1609.GEOID18 height accuracy estimate available here.
 JA1609
 JA1609.Click photographs - Photos may exist for this station.
 JA1609
 JA1609.The dynamic height is computed by dividing the NAVD 88
 JA1609.geopotential number by the normal gravity value computed on the
 JA1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1609.degrees latitude (g = 980.6199 gals.).
 JA1609
 JA1609.The modeled gravity was interpolated from observed gravity values.
 JA1609
 JA1609;                    North         East    Units  Estimated Accuracy
 JA1609;SPC IN W     -   412,610.      905,750.      MT  (+/- 180 meters Scaled)
 JA1609
 JA1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ985128(NAD 83)
 JA1609
 JA1609                          SUPERSEDED SURVEY CONTROL
 JA1609
 JA1609.No superseded survey control is available for this station.
 JA1609
 JA1609_MARKER: I = METAL ROD
 JA1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1609_STAMPING: A 354 1985
 JA1609_MARK LOGO: NGS
 JA1609_PROJECTION: FLUSH
 JA1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1609_ROD/PIPE-DEPTH: 16.5 meters
 JA1609
 JA1609  HISTORY     - Date     Condition        Report By
 JA1609  HISTORY     - 1985     MONUMENTED       NGS
 JA1609  HISTORY     - 20100919 GOOD             PB
 JA1609
 JA1609                          STATION DESCRIPTION
 JA1609
 JA1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1609'18.2 KM (11.3 MI) SW FROM WORTHINGTON.
 JA1609'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1609'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 12.8 KM (7.95
 JA1609'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 1.5 KM (0.95 MI) SOUTH OF THE
 JA1609'JUNCTION OF COUNTY ROAD 175 SOUTH, 43.8 M (143.7 FT) WEST OF THE
 JA1609'CENTERLINE OF THE HIGHWAY, 40.5 M (132.9 FT) EAST OF THE NORTHEAST
 JA1609'CORNER OF A FENCE AROUND A GRAVE, AND 0.4 M (1.3 FT) WEST OF A FENCE
 JA1609'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1609'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JA1609'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 JA1609
 JA1609                          STATION RECOVERY (2010)
 JA1609
 JA1609'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 JA1609'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1576 ***********************************************************************
 JA1576  DESIGNATION -  A 355
 JA1576  PID         -  JA1576
 JA1576  STATE/COUNTY-  IN/PIKE
 JA1576  COUNTRY     -  US
 JA1576  USGS QUAD   -  SANDY HOOK (2019)
 JA1576
 JA1576                         *CURRENT SURVEY CONTROL
 JA1576  ______________________________________________________________________
 JA1576* NAD 83(1986) POSITION- 38 31 16.     (N) 087 14 19.     (W)   SCALED
 JA1576* NAVD 88 ORTHO HEIGHT -   144.621 (meters)      474.48  (feet) ADJUSTED
 JA1576  ______________________________________________________________________
 JA1576  GEOID HEIGHT    -        -32.103 (meters)                     GEOID18
 JA1576  DYNAMIC HEIGHT  -        144.526 (meters)      474.17  (feet) COMP
 JA1576  MODELED GRAVITY -    979,976.3   (mgal)                       NAVD 88
 JA1576
 JA1576  VERT ORDER      -  FIRST     CLASS II
 JA1576
 JA1576.The horizontal coordinates were scaled from a map and have
 JA1576.an estimated accuracy of +/- 6 seconds.
 JA1576
 JA1576.The orthometric height was determined by differential leveling and
 JA1576.adjusted by the NATIONAL GEODETIC SURVEY
 JA1576.in June 1991.
 JA1576
 JA1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1576.GEOID18 height accuracy estimate available here.
 JA1576
 JA1576.Click photographs - Photos may exist for this station.
 JA1576
 JA1576.The dynamic height is computed by dividing the NAVD 88
 JA1576.geopotential number by the normal gravity value computed on the
 JA1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1576.degrees latitude (g = 980.6199 gals.).
 JA1576
 JA1576.The modeled gravity was interpolated from observed gravity values.
 JA1576
 JA1576;                    North         East    Units  Estimated Accuracy
 JA1576;SPC IN W     -   363,350.      886,460.      MT  (+/- 180 meters Scaled)
 JA1576
 JA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791636(NAD 83)
 JA1576
 JA1576                          SUPERSEDED SURVEY CONTROL
 JA1576
 JA1576.No superseded survey control is available for this station.
 JA1576
 JA1576_MARKER: I = METAL ROD
 JA1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1576_STAMPING: A 355 1986
 JA1576_MARK LOGO: NGS
 JA1576_PROJECTION: FLUSH
 JA1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1576_ROD/PIPE-DEPTH: 4.1 meters
 JA1576
 JA1576  HISTORY     - Date     Condition        Report By
 JA1576  HISTORY     - 1986     MONUMENTED       NGS
 JA1576
 JA1576                          STATION DESCRIPTION
 JA1576
 JA1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1576'16.3 KM (10.1 MI) SW FROM WASHINGTON.
 JA1576'16.3 KM (10.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1576'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 2.0 KM (1.5 MI) SOUTHWEST
 JA1576'OF THE SOUTH END OF A HIGHWAY BRIDGE SPANNING THE EAST FORK OF THE
 JA1576'WHITE RIVER, 50.3 M (165.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 JA1576'37.8 M (124.0 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 16.6 M
 JA1576'(54.5 FT) SOUTHEAST OF THE HIGHWAY CENTER, AND 1.0 M (3.3 FT)
 JA1576'SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1576'THROUGH A 5-INCH LOGO CAP.
 JA1576'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JA1576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1586 ***********************************************************************
 JA1586  DESIGNATION -  A 356
 JA1586  PID         -  JA1586
 JA1586  STATE/COUNTY-  IN/GIBSON
 JA1586  COUNTRY     -  US
 JA1586  USGS QUAD   -  OAKLAND CITY (2019)
 JA1586
 JA1586                         *CURRENT SURVEY CONTROL
 JA1586  ______________________________________________________________________
 JA1586* NAD 83(1986) POSITION- 38 22 20.17   (N) 087 20 21.63   (W)   HD_HELD1
 JA1586* NAVD 88 ORTHO HEIGHT -   137.124 (meters)      449.88  (feet) ADJUSTED
 JA1586  ______________________________________________________________________
 JA1586  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 JA1586  DYNAMIC HEIGHT  -        137.034 (meters)      449.59  (feet) COMP
 JA1586  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 JA1586
 JA1586  VERT ORDER      -  FIRST     CLASS II
 JA1586
 JA1586.The horizontal coordinates were determined by differentially corrected
 JA1586.hand held GPS observations or other comparable positioning techniques
 JA1586.and have an estimated accuracy of +/- 3 meters.
 JA1586
 JA1586.The orthometric height was determined by differential leveling and
 JA1586.adjusted by the NATIONAL GEODETIC SURVEY
 JA1586.in June 1991.
 JA1586
 JA1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1586.GEOID18 height accuracy estimate available here.
 JA1586
 JA1586.Click photographs - Photos may exist for this station.
 JA1586
 JA1586.The dynamic height is computed by dividing the NAVD 88
 JA1586.geopotential number by the normal gravity value computed on the
 JA1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1586.degrees latitude (g = 980.6199 gals.).
 JA1586
 JA1586.The modeled gravity was interpolated from observed gravity values.
 JA1586
 JA1586;                    North         East    Units  Estimated Accuracy
 JA1586;SPC IN W     -   346,845.6     877,629.0     MT  (+/- 3 meters HH1 GPS) 
 JA1586
 JA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7035747174(NAD 83)
 JA1586
 JA1586                          SUPERSEDED SURVEY CONTROL
 JA1586
 JA1586.No superseded survey control is available for this station.
 JA1586
 JA1586_MARKER: I = METAL ROD
 JA1586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1586_STAMPING: A 356 1986
 JA1586_MARK LOGO: NGS
 JA1586_PROJECTION: FLUSH
 JA1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1586+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 JA1586_ROD/PIPE-DEPTH: 4.9 meters
 JA1586
 JA1586  HISTORY     - Date     Condition        Report By
 JA1586  HISTORY     - 1986     MONUMENTED       NGS
 JA1586  HISTORY     - 20080425 GOOD             ACCU
 JA1586
 JA1586                          STATION DESCRIPTION
 JA1586
 JA1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1586'2.5 KM (1.55 MI) NE FROM OAKLAND CITY.
 JA1586'2.5 KM (1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1586'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 52.1 M (170.9 FT)
 JA1586'NORTH OF THE CENTER OF COUNTY ROAD 100 NORTH, 18.7 M (61.4 FT) SOUTH
 JA1586'OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE, 14.8 M (48.6
 JA1586'FT) WEST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) NORTH OF A UTILITY
 JA1586'POLE WITH A GUY WIRE, AND 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE.
 JA1586'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1586'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 JA1586
 JA1586                          STATION RECOVERY (2008)
 JA1586
 JA1586'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA1586'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1291 ***********************************************************************
 HA1291  DESIGNATION -  A 357
 HA1291  PID         -  HA1291
 HA1291  STATE/COUNTY-  IN/VANDERBURGH
 HA1291  COUNTRY     -  US
 HA1291  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1291
 HA1291                         *CURRENT SURVEY CONTROL
 HA1291  ______________________________________________________________________
 HA1291* NAD 83(1986) POSITION- 37 58 31.2    (N) 087 33 41.3    (W)   HD_HELD2
 HA1291* NAVD 88 ORTHO HEIGHT -   118.516 (meters)      388.83  (feet) ADJUSTED
 HA1291  ______________________________________________________________________
 HA1291  GEOID HEIGHT    -        -31.026 (meters)                     GEOID18
 HA1291  DYNAMIC HEIGHT  -        118.434 (meters)      388.56  (feet) COMP
 HA1291  MODELED GRAVITY -    979,939.4   (mgal)                       NAVD 88
 HA1291
 HA1291  VERT ORDER      -  FIRST     CLASS II
 HA1291
 HA1291.The horizontal coordinates were established by autonomous hand held GPS
 HA1291.observations and have an estimated accuracy of +/- 10 meters.
 HA1291
 HA1291.The orthometric height was determined by differential leveling and
 HA1291.adjusted by the NATIONAL GEODETIC SURVEY
 HA1291.in June 1991.
 HA1291
 HA1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1291.GEOID18 height accuracy estimate available here.
 HA1291
 HA1291.Click photographs - Photos may exist for this station.
 HA1291
 HA1291.The dynamic height is computed by dividing the NAVD 88
 HA1291.geopotential number by the normal gravity value computed on the
 HA1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1291.degrees latitude (g = 980.6199 gals.).
 HA1291
 HA1291.The modeled gravity was interpolated from observed gravity values.
 HA1291
 HA1291;                    North         East    Units  Estimated Accuracy
 HA1291;SPC IN W     -   302,864.      857,991.      MT  (+/- 10 meters HH2 GPS)
 HA1291
 HA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5068703226(NAD 83)
 HA1291
 HA1291                          SUPERSEDED SURVEY CONTROL
 HA1291
 HA1291.No superseded survey control is available for this station.
 HA1291
 HA1291_MARKER: F = FLANGE-ENCASED ROD
 HA1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1291_STAMPING: A 357 1986
 HA1291_MARK LOGO: NGS
 HA1291_PROJECTION: RECESSED 1 CENTIMETERS
 HA1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1291+STABILITY: POSITION/ELEVATION WELL
 HA1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1291+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 HA1291_ROD/PIPE-DEPTH: 22.6 meters
 HA1291
 HA1291  HISTORY     - Date     Condition        Report By
 HA1291  HISTORY     - 1986     MONUMENTED       NGS
 HA1291  HISTORY     - 20080930 GOOD             GEOCAC
 HA1291
 HA1291                          STATION DESCRIPTION
 HA1291
 HA1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1291'IN EVANSVILLE.
 HA1291'IN EVANSVILLE, AT THE INTERSECTION OF SYCAMORE STREET AND HEIDELBACH
 HA1291'AVENUE, 24.3 M (79.7 FT) SOUTH OF THE STREET CENTERLINE, 15.2 M (49.9
 HA1291'FT) EAST OF THE CENTER OF A SIDEWALK LEADING TO THE COMMUNITY CENTER,
 HA1291'10.5 M (34.4 FT) WEST OF THE SOUTH BOUND AVENUE CENTERLINE, 2.8 M (9.2
 HA1291'FT) SOUTH OF THE CENTER OF A PARKING LOT ENTRANCE, AND 0.6 M (2.0 FT)
 HA1291'SOUTH OF THE NORTH EDGE OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1291'THROUGH A 5-INCH LOGO CAP.
 HA1291'THE MARK IS 0.2 M ABOVE THE AVENUE.
 HA1291
 HA1291                          STATION RECOVERY (2008)
 HA1291
 HA1291'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1291'SOUTH OF THE PARKING LOT AT THE NORTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2828 ***********************************************************************
 JZ2828  DESIGNATION -  A 358
 JZ2828  PID         -  JZ2828
 JZ2828  STATE/COUNTY-  IN/DECATUR
 JZ2828  COUNTRY     -  US
 JZ2828  USGS QUAD   -  GREENSBURG (2019)
 JZ2828
 JZ2828                         *CURRENT SURVEY CONTROL
 JZ2828  ______________________________________________________________________
 JZ2828* NAD 83(1986) POSITION- 39 21 44.     (N) 085 28 47.     (W)   SCALED
 JZ2828* NAVD 88 ORTHO HEIGHT -   291.843 (meters)      957.49  (feet) ADJUSTED
 JZ2828  ______________________________________________________________________
 JZ2828  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 JZ2828  DYNAMIC HEIGHT  -        291.661 (meters)      956.89  (feet) COMP
 JZ2828  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 JZ2828
 JZ2828  VERT ORDER      -  FIRST     CLASS II
 JZ2828
 JZ2828.The horizontal coordinates were scaled from a map and have
 JZ2828.an estimated accuracy of +/- 6 seconds.
 JZ2828
 JZ2828.The orthometric height was determined by differential leveling and
 JZ2828.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2828.in June 1991.
 JZ2828
 JZ2828.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2828.GEOID18 height accuracy estimate available here.
 JZ2828
 JZ2828.Click photographs - Photos may exist for this station.
 JZ2828
 JZ2828.The dynamic height is computed by dividing the NAVD 88
 JZ2828.geopotential number by the normal gravity value computed on the
 JZ2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2828.degrees latitude (g = 980.6199 gals.).
 JZ2828
 JZ2828.The modeled gravity was interpolated from observed gravity values.
 JZ2828
 JZ2828;                    North         East    Units  Estimated Accuracy
 JZ2828;SPC IN E     -   456,730.      116,110.      MT  (+/- 180 meters Scaled)
 JZ2828
 JZ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ309580(NAD 83)
 JZ2828
 JZ2828                          SUPERSEDED SURVEY CONTROL
 JZ2828
 JZ2828.No superseded survey control is available for this station.
 JZ2828
 JZ2828_MARKER: DV = VERTICAL CONTROL DISK
 JZ2828_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2828_SP_SET: PIER
 JZ2828_STAMPING: A 358 1986
 JZ2828_MARK LOGO: NGS
 JZ2828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2828+STABILITY: POSITION/ELEVATION WELL
 JZ2828
 JZ2828  HISTORY     - Date     Condition        Report By
 JZ2828  HISTORY     - 1986     MONUMENTED       NGS
 JZ2828
 JZ2828                          STATION DESCRIPTION
 JZ2828
 JZ2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2828'IN GREENSBURG.
 JZ2828'IN GREENSBURG, AT THE JUNCTION OF INTERSTATE HIGHWAY 74 AND STATE
 JZ2828'HIGHWAY 3, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY 1 OF
 JZ2828'8 COLUMNS OF THE CENTER PIER OF THE STATE HIGHWAY OVERPASS OF THE
 JZ2828'INTERSTATE HIGHWAY, 14.0 M (45.9 FT) WEST OF THE CENTER OF THE STATE
 JZ2828'HIGHWAY, 13.4 M (44.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 JZ2828'LANES OF THE INTERSTATE HIGHWAY, AND 12.7 M (41.7 FT) SOUTH OF THE
 JZ2828'CENTERLINE OF THE WEST BOUND LANES OF THE INTERSTATE HIGHWAY.
 JZ2828'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2802 ***********************************************************************
 JZ2802  DESIGNATION -  A 359
 JZ2802  PID         -  JZ2802
 JZ2802  STATE/COUNTY-  IN/DEARBORN
 JZ2802  COUNTRY     -  US
 JZ2802  USGS QUAD   -  CEDAR GROVE (2019)
 JZ2802
 JZ2802                         *CURRENT SURVEY CONTROL
 JZ2802  ______________________________________________________________________
 JZ2802* NAD 83(1986) POSITION- 39 15 28.     (N) 084 56 51.     (W)   SCALED
 JZ2802* NAVD 88 ORTHO HEIGHT -   286.140 (meters)      938.78  (feet) ADJUSTED
 JZ2802  ______________________________________________________________________
 JZ2802  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 JZ2802  DYNAMIC HEIGHT  -        285.963 (meters)      938.20  (feet) COMP
 JZ2802  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JZ2802
 JZ2802  VERT ORDER      -  FIRST     CLASS II
 JZ2802
 JZ2802.The horizontal coordinates were scaled from a map and have
 JZ2802.an estimated accuracy of +/- 6 seconds.
 JZ2802
 JZ2802.The orthometric height was determined by differential leveling and
 JZ2802.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2802.in June 1991.
 JZ2802
 JZ2802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2802.GEOID18 height accuracy estimate available here.
 JZ2802
 JZ2802.Click photographs - Photos may exist for this station.
 JZ2802
 JZ2802.The dynamic height is computed by dividing the NAVD 88
 JZ2802.geopotential number by the normal gravity value computed on the
 JZ2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2802.degrees latitude (g = 980.6199 gals.).
 JZ2802
 JZ2802.The modeled gravity was interpolated from observed gravity values.
 JZ2802
 JZ2802;                    North         East    Units  Estimated Accuracy
 JZ2802;SPC IN E     -   445,360.      162,070.      MT  (+/- 180 meters Scaled)
 JZ2802
 JZ2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ770473(NAD 83)
 JZ2802
 JZ2802                          SUPERSEDED SURVEY CONTROL
 JZ2802
 JZ2802.No superseded survey control is available for this station.
 JZ2802
 JZ2802_MARKER: I = METAL ROD
 JZ2802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ2802+WITH SETTING: INFORMATION.
 JZ2802_STAMPING: A 359 1986
 JZ2802_MARK LOGO: NGS
 JZ2802_PROJECTION: FLUSH
 JZ2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2802_ROD/PIPE-DEPTH: 1.2 meters
 JZ2802
 JZ2802  HISTORY     - Date     Condition        Report By
 JZ2802  HISTORY     - 1986     MONUMENTED       NGS
 JZ2802
 JZ2802                          STATION DESCRIPTION
 JZ2802
 JZ2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2802'24.1 KM (15.0 MI) NORTH FROM LAWRENCEBURG.
 JZ2802'24.1 KM (14.95 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2802'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 2.6 KM (1.6 MI) SOUTH OF THE
 JZ2802'INTERSECTION OF INTERSTATE HIGHWAY 74, 11.6 M (38.1 FT) EAST OF THE
 JZ2802'CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE.
 JZ2802'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2802'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JZ2802'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0771 ***********************************************************************
 LA0771  DESIGNATION -  A 36
 LA0771  PID         -  LA0771
 LA0771  STATE/COUNTY-  IN/HUNTINGTON
 LA0771  COUNTRY     -  US
 LA0771  USGS QUAD   -  HUNTINGTON (2019)
 LA0771
 LA0771                         *CURRENT SURVEY CONTROL
 LA0771  ______________________________________________________________________
 LA0771* NAD 83(1986) POSITION- 40 52 59.     (N) 085 29 03.     (W)   SCALED
 LA0771* NAVD 88 ORTHO HEIGHT -   226.239 (meters)      742.25  (feet) ADJUSTED
 LA0771  ______________________________________________________________________
 LA0771  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 LA0771  DYNAMIC HEIGHT  -        226.133 (meters)      741.90  (feet) COMP
 LA0771  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 LA0771
 LA0771  VERT ORDER      -  SECOND    CLASS 0
 LA0771
 LA0771.The horizontal coordinates were scaled from a map and have
 LA0771.an estimated accuracy of +/- 6 seconds.
 LA0771
 LA0771.The orthometric height was determined by differential leveling and
 LA0771.adjusted by the NATIONAL GEODETIC SURVEY
 LA0771.in June 1991.
 LA0771
 LA0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0771.GEOID18 height accuracy estimate available here.
 LA0771
 LA0771.Click photographs - Photos may exist for this station.
 LA0771
 LA0771.The dynamic height is computed by dividing the NAVD 88
 LA0771.geopotential number by the normal gravity value computed on the
 LA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0771.degrees latitude (g = 980.6199 gals.).
 LA0771
 LA0771.The modeled gravity was interpolated from observed gravity values.
 LA0771
 LA0771;                    North         East    Units  Estimated Accuracy
 LA0771;SPC IN E     -   625,590.      115,380.      MT  (+/- 180 meters Scaled)
 LA0771
 LA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL277268(NAD 83)
 LA0771
 LA0771                          SUPERSEDED SURVEY CONTROL
 LA0771
 LA0771  NGVD 29 (??/??/92)  226.378  (m)          742.71   (f) ADJ UNCH    2 0
 LA0771
 LA0771.Superseded values are not recommended for survey control.
 LA0771
 LA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0771.See file dsdata.pdf to determine how the superseded data were derived.
 LA0771
 LA0771_MARKER: DB = BENCH MARK DISK
 LA0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0771_STAMPING: A 36 1934
 LA0771_MARK LOGO: CGS
 LA0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0771+STABILITY: SURFACE MOTION
 LA0771
 LA0771  HISTORY     - Date     Condition        Report By
 LA0771  HISTORY     - 1934     MONUMENTED       CGS
 LA0771  HISTORY     - 1965     MARK NOT FOUND   CGS
 LA0771
 LA0771                          STATION DESCRIPTION
 LA0771
 LA0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0771'AT HUNTINGTON.
 LA0771'AT HUNTINGTON, HUNTINGTON COUNTY, ON THE ERIE RAILROAD, 150
 LA0771'YARDS EAST ACROSS THE TRACKS FROM THE EAST END OF THE STATION,
 LA0771'35 YARDS EAST ACROSS THE TRACKS FROM THE EAST END OF THE WATER
 LA0771'TOWER, AT THE CROSSING OF THE WABASH RAILROAD, 27 FEET EAST
 LA0771'OF THE EAST RAIL OF THE W.R.R. TRACK, 15 FEET NORTH OF THE
 LA0771'NORTH RAIL OF THE E.R.R. TRACK, AND LEVEL WITH THE TRACK.  A
 LA0771'STANDARD DISK, STAMPED A 36 1934 AND SET IN THE TOP OF A CONCRETE
 LA0771'POST.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED
 LA0771'IN 1941.  IT WAS REPORTED AT THAT TIME THAT THE DESCRIPTION
 LA0771'WAS IN ERROR.  ANYONE RECOVERING THIS MARK WILL CONFER A FAVOR
 LA0771'BY SENDING A COMPLETE DESCRIPTION TO THE DIRECTOR, COAST AND
 LA0771'GEODETIC SURVEY, WASHINGTON 25, D.C.
 LA0771
 LA0771                          STATION RECOVERY (1965)
 LA0771
 LA0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0771'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1742 ***********************************************************************
 KA1742  DESIGNATION -  A 360
 KA1742  PID         -  KA1742
 KA1742  STATE/COUNTY-  IN/VERMILLION
 KA1742  COUNTRY     -  US
 KA1742  USGS QUAD   -  CLINTON (2019)
 KA1742
 KA1742                         *CURRENT SURVEY CONTROL
 KA1742  ______________________________________________________________________
 KA1742* NAD 83(1986) POSITION- 39 43 54.     (N) 087 23 51.     (W)   SCALED
 KA1742* NAVD 88 ORTHO HEIGHT -   158.223 (meters)      519.10  (feet) ADJUSTED
 KA1742  ______________________________________________________________________
 KA1742  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 KA1742  DYNAMIC HEIGHT  -        158.135 (meters)      518.81  (feet) COMP
 KA1742  MODELED GRAVITY -    980,069.9   (mgal)                       NAVD 88
 KA1742
 KA1742  VERT ORDER      -  FIRST     CLASS II
 KA1742
 KA1742.The horizontal coordinates were scaled from a map and have
 KA1742.an estimated accuracy of +/- 6 seconds.
 KA1742
 KA1742.The orthometric height was determined by differential leveling and
 KA1742.adjusted by the NATIONAL GEODETIC SURVEY
 KA1742.in June 1991.
 KA1742
 KA1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1742.GEOID18 height accuracy estimate available here.
 KA1742
 KA1742.Click photographs - Photos may exist for this station.
 KA1742
 KA1742.The dynamic height is computed by dividing the NAVD 88
 KA1742.geopotential number by the normal gravity value computed on the
 KA1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1742.degrees latitude (g = 980.6199 gals.).
 KA1742
 KA1742.The modeled gravity was interpolated from observed gravity values.
 KA1742
 KA1742;                    North         East    Units  Estimated Accuracy
 KA1742;SPC IN W     -   497,770.      873,070.      MT  (+/- 180 meters Scaled)
 KA1742
 KA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ659980(NAD 83)
 KA1742
 KA1742                          SUPERSEDED SURVEY CONTROL
 KA1742
 KA1742.No superseded survey control is available for this station.
 KA1742
 KA1742_MARKER: I = METAL ROD
 KA1742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1742_STAMPING: A 360 1986
 KA1742_MARK LOGO: NGS
 KA1742_PROJECTION: FLUSH
 KA1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1742_ROD/PIPE-DEPTH: 24.3 meters
 KA1742
 KA1742  HISTORY     - Date     Condition        Report By
 KA1742  HISTORY     - 1986     MONUMENTED       NGS
 KA1742
 KA1742                          STATION DESCRIPTION
 KA1742
 KA1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1742'9.2 KM (5.7 MI) NORTH FROM CLINTON.
 KA1742'9.2 KM (5.7 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1742'WITH STATE HIGHWAY 163 IN CLINTON, 46.5 M (152.6 FT) SOUTHEAST OF THE
 KA1742'SOUTHEAST CORNER OF THE SALEM UNITED METHODIST CHURCH, 27.7 M (90.9
 KA1742'FT) SOUTH OF THE CENTER OF COUNTY ROAD 1050 LEADING WEST, 23.4 M (76.8
 KA1742'FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 KA1742'5.6 M (18.4 FT) SOUTH OF UTILITY POLE NUMBER 294-155, AND 0.3 M (1.0
 KA1742'FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1742'5-INCH LOGO CAP.
 KA1742'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 KA1742'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1738 ***********************************************************************
 KA1738  DESIGNATION -  A 361
 KA1738  PID         -  KA1738
 KA1738  STATE/COUNTY-  IN/VERMILLION
 KA1738  COUNTRY     -  US
 KA1738  USGS QUAD   -  CLINTON (2019)
 KA1738
 KA1738                         *CURRENT SURVEY CONTROL
 KA1738  ______________________________________________________________________
 KA1738* NAD 83(1986) POSITION- 39 39 28.4    (N) 087 24 04.8    (W)   HD_HELD2
 KA1738* NAVD 88 ORTHO HEIGHT -   152.599 (meters)      500.65  (feet) ADJUSTED
 KA1738  ______________________________________________________________________
 KA1738  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 KA1738  DYNAMIC HEIGHT  -        152.514 (meters)      500.37  (feet) COMP
 KA1738  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 KA1738
 KA1738  VERT ORDER      -  FIRST     CLASS II
 KA1738
 KA1738.The horizontal coordinates were established by autonomous hand held GPS
 KA1738.observations and have an estimated accuracy of +/- 10 meters.
 KA1738
 KA1738.The orthometric height was determined by differential leveling and
 KA1738.adjusted by the NATIONAL GEODETIC SURVEY
 KA1738.in June 1991.
 KA1738
 KA1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1738.GEOID18 height accuracy estimate available here.
 KA1738
 KA1738.Click photographs - Photos may exist for this station.
 KA1738
 KA1738.The dynamic height is computed by dividing the NAVD 88
 KA1738.geopotential number by the normal gravity value computed on the
 KA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1738.degrees latitude (g = 980.6199 gals.).
 KA1738
 KA1738.The modeled gravity was interpolated from observed gravity values.
 KA1738
 KA1738;                    North         East    Units  Estimated Accuracy
 KA1738;SPC IN W     -   489,582.      872,711.      MT  (+/- 10 meters HH2 GPS)
 KA1738
 KA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6557189864(NAD 83)
 KA1738
 KA1738                          SUPERSEDED SURVEY CONTROL
 KA1738
 KA1738.No superseded survey control is available for this station.
 KA1738
 KA1738_MARKER: I = METAL ROD
 KA1738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1738_STAMPING: A 361 1986
 KA1738_MARK LOGO: NGS
 KA1738_PROJECTION: FLUSH
 KA1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1738_ROD/PIPE-DEPTH: 29.3 meters
 KA1738
 KA1738  HISTORY     - Date     Condition        Report By
 KA1738  HISTORY     - 1986     MONUMENTED       NGS
 KA1738
 KA1738                          STATION DESCRIPTION
 KA1738
 KA1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1738'IN CLINTON.
 KA1738'IN CLINTON, AT THE INTERSECTION OF BLACKMAN AND SOUTH 4TH STREETS,
 KA1738'27.4 M (89.9 FT) SOUTH OF THE CENTER OF BLACKMAN STREET, 7.4 M
 KA1738'(24.3 FT) WEST OF THE CENTER OF 4TH STREET, 9.4 M (30.8 FT) SOUTHEAST
 KA1738'OF THE NORTHEAST CORNER OF THE CLINTON PUBLIC LIBRARY, AND 0.9 M
 KA1738'(3.0 FT) NORTH OF THE MOST NORTHERLY 1 OF 2 FLAGPOLES.  NOTE--ACCESS
 KA1738'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1738'THE MARK IS 0.3 M ABOVE SOUTH 4TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2109 ***********************************************************************
 LB2109  DESIGNATION -  A 366
 LB2109  PID         -  LB2109
 LB2109  STATE/COUNTY-  IN/WARREN
 LB2109  COUNTRY     -  US
 LB2109  USGS QUAD   -  COVINGTON (2019)
 LB2109
 LB2109                         *CURRENT SURVEY CONTROL
 LB2109  ______________________________________________________________________
 LB2109* NAD 83(1986) POSITION- 40 07 57.     (N) 087 27 57.     (W)   SCALED
 LB2109* NAVD 88 ORTHO HEIGHT -   192.052 (meters)      630.09  (feet) ADJUSTED
 LB2109  ______________________________________________________________________
 LB2109  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 LB2109  DYNAMIC HEIGHT  -        191.954 (meters)      629.77  (feet) COMP
 LB2109  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 LB2109
 LB2109  VERT ORDER      -  FIRST     CLASS II
 LB2109
 LB2109.The horizontal coordinates were scaled from a map and have
 LB2109.an estimated accuracy of +/- 6 seconds.
 LB2109
 LB2109.The orthometric height was determined by differential leveling and
 LB2109.adjusted by the NATIONAL GEODETIC SURVEY
 LB2109.in June 1991.
 LB2109
 LB2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2109.GEOID18 height accuracy estimate available here.
 LB2109
 LB2109.Click photographs - Photos may exist for this station.
 LB2109
 LB2109.The dynamic height is computed by dividing the NAVD 88
 LB2109.geopotential number by the normal gravity value computed on the
 LB2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2109.degrees latitude (g = 980.6199 gals.).
 LB2109
 LB2109.The modeled gravity was interpolated from observed gravity values.
 LB2109
 LB2109;                    North         East    Units  Estimated Accuracy
 LB2109;SPC IN W     -   542,300.      867,400.      MT  (+/- 180 meters Scaled)
 LB2109
 LB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK603425(NAD 83)
 LB2109
 LB2109                          SUPERSEDED SURVEY CONTROL
 LB2109
 LB2109.No superseded survey control is available for this station.
 LB2109
 LB2109_MARKER: I = METAL ROD
 LB2109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2109_STAMPING: A 366 1986
 LB2109_MARK LOGO: NGS
 LB2109_PROJECTION: RECESSED 2 CENTIMETERS
 LB2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2109_ROD/PIPE-DEPTH: 8.2 meters
 LB2109
 LB2109  HISTORY     - Date     Condition        Report By
 LB2109  HISTORY     - 1986     MONUMENTED       NGS
 LB2109
 LB2109                          STATION DESCRIPTION
 LB2109
 LB2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2109'15.0 KM (9.3 MI) EAST FROM DANVILLE IL.
 LB2109'15.0 KM (9.3 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LB2109'WITH U.S. HIGHWAY 150 IN DANVILLE IL, 0.4 KM (0.25 MI) EAST OF THE
 LB2109'INTERSECTION OF COUNTY ROAD 800 W, 11.4 M (37.4 FT) NORTH OF THE
 LB2109'CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) SOUTHWEST OF THE SOUTHWEST
 LB2109'CORNER OF THE MIKE WOODROW RESIDENCE, 4.2 M (13.8 FT) NORTH OF A FENCE
 LB2109'CORNER, AND 2.7 M (8.9 FT) WEST OF THE CENTER OF THE WEST ENTRANCE OF
 LB2109'A CIRCLE DRIVEWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LB2109'5-INCH LOGO CAP.
 LB2109'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LB2109'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3358 ***********************************************************************
 ME3358  DESIGNATION -  A 367
 ME3358  PID         -  ME3358
 ME3358  STATE/COUNTY-  IN/LAKE
 ME3358  COUNTRY     -  US
 ME3358  USGS QUAD   -  LAKE CALUMET (2018)
 ME3358
 ME3358                         *CURRENT SURVEY CONTROL
 ME3358  ______________________________________________________________________
 ME3358* NAD 83(1986) POSITION- 41 41 54.     (N) 087 31 12.     (W)   SCALED
 ME3358* NAVD 88 ORTHO HEIGHT -   179.668 (meters)      589.46  (feet) ADJUSTED
 ME3358  ______________________________________________________________________
 ME3358  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 ME3358  DYNAMIC HEIGHT  -        179.604 (meters)      589.25  (feet) COMP
 ME3358  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 ME3358
 ME3358  VERT ORDER      -  FIRST     CLASS II
 ME3358
 ME3358.The horizontal coordinates were scaled from a map and have
 ME3358.an estimated accuracy of +/- 6 seconds.
 ME3358
 ME3358.The orthometric height was determined by differential leveling and
 ME3358.adjusted by the NATIONAL GEODETIC SURVEY
 ME3358.in April 1995.
 ME3358
 ME3358.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3358.GEOID18 height accuracy estimate available here.
 ME3358
 ME3358.Click photographs - Photos may exist for this station.
 ME3358
 ME3358.The dynamic height is computed by dividing the NAVD 88
 ME3358.geopotential number by the normal gravity value computed on the
 ME3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3358.degrees latitude (g = 980.6199 gals.).
 ME3358
 ME3358.The modeled gravity was interpolated from observed gravity values.
 ME3358
 ME3358;                    North         East    Units  Estimated Accuracy
 ME3358;SPC IN W     -   716,210.      863,650.      MT  (+/- 180 meters Scaled)
 ME3358
 ME3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM567164(NAD 83)
 ME3358
 ME3358                          SUPERSEDED SURVEY CONTROL
 ME3358
 ME3358  NGVD 29 (01/19/93)  179.777  (m)          589.82   (f) ADJUSTED    1 2
 ME3358
 ME3358.Superseded values are not recommended for survey control.
 ME3358
 ME3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3358.See file dsdata.pdf to determine how the superseded data were derived.
 ME3358
 ME3358_MARKER: DV = VERTICAL CONTROL DISK
 ME3358_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3358_SP_SET: PIER
 ME3358_STAMPING: A 367 1992
 ME3358_MARK LOGO: NGS
 ME3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3358+STABILITY: POSITION/ELEVATION WELL
 ME3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3358+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3358
 ME3358  HISTORY     - Date     Condition        Report By
 ME3358  HISTORY     - 1992     MONUMENTED       NGS
 ME3358
 ME3358                          STATION DESCRIPTION
 ME3358
 ME3358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3358'IN WHITING, AT THE INTERSECTION OF INDIANAPOLIS BOULEVARD AND
 ME3358'INTERSTATE HIGHWAY 90, SET VERTICALLY IN THE EAST FACE OF THE MOST
 ME3358'NORTHEASTERLY COLUMN OF THE 1ST PIER NORTH OF THE SOUTH ABUTMENT OF
 ME3358'THE INTERSTATE HIGHWAY OFF-RAMP, 10.1 M (33.1 FT) SOUTHWEST OF THE
 ME3358'CENTER OF EASTBOUND LANES OF THE BOULEVARD, 6.1 M (20.0 FT) WEST OF A
 ME3358'UTILITY POLE, 4.5 M (14.8 FT) EAST OF THE CENTER OF THE OFF-RAMP, 1.7
 ME3358'M (5.6 FT) NORTHEAST OF A FENCE, AND 1.2 M (3.9 FT) ABOVE THE GROUND
 ME3358'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3395 ***********************************************************************
 ME3395  DESIGNATION -  A 368
 ME3395  PID         -  ME3395
 ME3395  STATE/COUNTY-  IN/MARSHALL
 ME3395  COUNTRY     -  US
 ME3395  USGS QUAD   -  INWOOD (2019)
 ME3395
 ME3395                         *CURRENT SURVEY CONTROL
 ME3395  ______________________________________________________________________
 ME3395* NAD 83(1986) POSITION- 41 19 08.47   (N) 086 12 53.97   (W)   HD_HELD1
 ME3395* NAVD 88 ORTHO HEIGHT -   256.617 (meters)      841.92  (feet) ADJUSTED
 ME3395  ______________________________________________________________________
 ME3395  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME3395  DYNAMIC HEIGHT  -        256.507 (meters)      841.56  (feet) COMP
 ME3395  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 ME3395
 ME3395  VERT ORDER      -  FIRST     CLASS II
 ME3395
 ME3395.The horizontal coordinates were determined by differentially corrected
 ME3395.hand held GPS observations or other comparable positioning techniques
 ME3395.and have an estimated accuracy of +/- 3 meters.
 ME3395
 ME3395.The orthometric height was determined by differential leveling and
 ME3395.adjusted by the NATIONAL GEODETIC SURVEY
 ME3395.in April 1995.
 ME3395
 ME3395.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3395.GEOID18 height accuracy estimate available here.
 ME3395
 ME3395.Click photographs - Photos may exist for this station.
 ME3395
 ME3395.The dynamic height is computed by dividing the NAVD 88
 ME3395.geopotential number by the normal gravity value computed on the
 ME3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3395.degrees latitude (g = 980.6199 gals.).
 ME3395
 ME3395.The modeled gravity was interpolated from observed gravity values.
 ME3395
 ME3395;                    North         East    Units  Estimated Accuracy
 ME3395;SPC IN E     -   674,131.4      54,091.2     MT  (+/- 3 meters HH1 GPS) 
 ME3395
 ME3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6570174469(NAD 83)
 ME3395
 ME3395                          SUPERSEDED SURVEY CONTROL
 ME3395
 ME3395  NGVD 29 (01/19/93)  256.739  (m)          842.32   (f) ADJUSTED    1 2
 ME3395
 ME3395.Superseded values are not recommended for survey control.
 ME3395
 ME3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3395.See file dsdata.pdf to determine how the superseded data were derived.
 ME3395
 ME3395_MARKER: I = METAL ROD
 ME3395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3395_STAMPING: A 368 1992
 ME3395_MARK LOGO: NGS
 ME3395_PROJECTION: FLUSH
 ME3395_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3395+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3395_ROD/PIPE-DEPTH: 6.1 meters
 ME3395_SLEEVE-DEPTH  : 0.9 meters
 ME3395
 ME3395  HISTORY     - Date     Condition        Report By
 ME3395  HISTORY     - 1992     MONUMENTED       NGS
 ME3395
 ME3395                          STATION DESCRIPTION
 ME3395
 ME3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3395'7.9 KM (4.90 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME3395'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 18.5 M
 ME3395'(60.7 FT) SOUTHWEST OF THE CENTERLINE OF LINCOLN HIGHWAY, 8.9 M
 ME3395'(29.2 FT) NORTHEAST OF THE NEAR RAIL, 3.4 M (11.2 FT) SOUTHEAST OF
 ME3395'THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A HOUSE AT 8154 LINCOLN
 ME3395'HIGHWAY, 1.4 M (4.6 FT) NORTHEAST OF A WITNESS POST, AND 0.7 M
 ME3395'(2.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 ME3395'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 ME3395'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1408 ***********************************************************************
 LA1408  DESIGNATION -  A 37
 LA1408  PID         -  LA1408
 LA1408  STATE/COUNTY-  IN/GRANT
 LA1408  COUNTRY     -  US
 LA1408  USGS QUAD   -  GAS CITY (2019)
 LA1408
 LA1408                         *CURRENT SURVEY CONTROL
 LA1408  ______________________________________________________________________
 LA1408* NAD 83(1986) POSITION- 40 28 26.     (N) 085 35 49.     (W)   SCALED
 LA1408* NAVD 88 ORTHO HEIGHT -   263.224 (meters)      863.59  (feet) ADJUSTED
 LA1408  ______________________________________________________________________
 LA1408  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 LA1408  DYNAMIC HEIGHT  -        263.090 (meters)      863.15  (feet) COMP
 LA1408  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 LA1408
 LA1408  VERT ORDER      -  SECOND    CLASS 0
 LA1408
 LA1408.The horizontal coordinates were scaled from a map and have
 LA1408.an estimated accuracy of +/- 6 seconds.
 LA1408
 LA1408.The orthometric height was determined by differential leveling and
 LA1408.adjusted by the NATIONAL GEODETIC SURVEY
 LA1408.in June 1991.
 LA1408
 LA1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1408.GEOID18 height accuracy estimate available here.
 LA1408
 LA1408.Click photographs - Photos may exist for this station.
 LA1408
 LA1408.The dynamic height is computed by dividing the NAVD 88
 LA1408.geopotential number by the normal gravity value computed on the
 LA1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1408.degrees latitude (g = 980.6199 gals.).
 LA1408
 LA1408.The modeled gravity was interpolated from observed gravity values.
 LA1408
 LA1408;                    North         East    Units  Estimated Accuracy
 LA1408;SPC IN E     -   580,140.      105,910.      MT  (+/- 180 meters Scaled)
 LA1408
 LA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK189813(NAD 83)
 LA1408
 LA1408                          SUPERSEDED SURVEY CONTROL
 LA1408
 LA1408  NGVD 29 (??/??/92)  263.354  (m)          864.02   (f) ADJ UNCH    2 0
 LA1408
 LA1408.Superseded values are not recommended for survey control.
 LA1408
 LA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1408.See file dsdata.pdf to determine how the superseded data were derived.
 LA1408
 LA1408_MARKER: DB = BENCH MARK DISK
 LA1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1408_STAMPING: A 37 1934
 LA1408_MARK LOGO: CGS
 LA1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1408+STABILITY: SURFACE MOTION
 LA1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1408+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 LA1408
 LA1408  HISTORY     - Date     Condition        Report By
 LA1408  HISTORY     - 1934     MONUMENTED       CGS
 LA1408  HISTORY     - 1977     GOOD             DOD
 LA1408  HISTORY     - 20041026 GOOD             INDIV
 LA1408
 LA1408                          STATION DESCRIPTION
 LA1408
 LA1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1408'1.7 MI E FROM GAS CITY.
 LA1408'1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1408'AT GAS CITY, GRANT COUNTY, IN THE SOUTHEAST ANGLE OF A DIRT-ROAD
 LA1408'CROSSING, 24.4 FEET SOUTH OF THE SOUTH RAIL, 21 FEET EAST OF THE
 LA1408'CENTERLINE OF THE ROAD, 11.3 FEET NORHTEAST OF A FENCE CORNER,
 LA1408'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LA1408'DISK, STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA1408
 LA1408                          STATION RECOVERY (1977)
 LA1408
 LA1408'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1408'RECOVERED IN GOOD CONDITION.
 LA1408
 LA1408                          STATION RECOVERY (2004)
 LA1408
 LA1408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JJ)
 LA1408'1.2 MILES SOUTH OF GAS CITY. 1.2 MILES FROM MAIN STREET (ST RD 22) AND
 LA1408'S.7TH STREET. TAKE S. 7TH STREET SOUTH FROM MAIN STREET TO SOUTH H
 LA1408'STREET, TAKE SOUTH H STREET EAST TO COUNTY ROAD 400E, TAKE COUNTY RD
 LA1408'400E SOUTH TO RAIL ROAD CROSSING.
 LA1408'THE MARK IS LOCATED IN THE SOUTH EAST QUADRANT OF THE RR CROSSING.
 LA1408'24.60' SOUTH OF WOOD RR CROSSING POST. 40.30' NORTH EAST OF POWER POLE
 LA1408'LOCATED ON THE WEST SIDE OF PAVED COUNTY ROAD. 51.85' NORTH EAST OF
 LA1408'GUY WIRE BASE. 24.60' SOUTH OF THE SOUTH RAIL OF THE TRACKS. 19.85'
 LA1408'EAST OF THE CENTERLINE OF COUNTY RD 400E.
 LA1408'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AA6380 ***********************************************************************
 AA6380  DESIGNATION -  A 374
 AA6380  PID         -  AA6380
 AA6380  STATE/COUNTY-  IN/MARION
 AA6380  COUNTRY     -  US
 AA6380  USGS QUAD   -  CLERMONT (2019)
 AA6380
 AA6380                         *CURRENT SURVEY CONTROL
 AA6380  ______________________________________________________________________
 AA6380* NAD 83(1986) POSITION- 39 45 50.     (N) 086 17 25.     (W)   SCALED
 AA6380* NAVD 88 ORTHO HEIGHT -   238.987 (meters)      784.08  (feet) ADJUSTED
 AA6380  ______________________________________________________________________
 AA6380  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 AA6380  DYNAMIC HEIGHT  -        238.858 (meters)      783.65  (feet) COMP
 AA6380  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 AA6380
 AA6380  VERT ORDER      -  FIRST     CLASS II
 AA6380
 AA6380.The horizontal coordinates were scaled from a map and have
 AA6380.an estimated accuracy of +/- 6 seconds.
 AA6380
 AA6380.The orthometric height was determined by differential leveling and
 AA6380.adjusted by the NATIONAL GEODETIC SURVEY
 AA6380.in April 2001.
 AA6380
 AA6380.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6380.GEOID18 height accuracy estimate available here.
 AA6380
 AA6380.Click photographs - Photos may exist for this station.
 AA6380
 AA6380.The dynamic height is computed by dividing the NAVD 88
 AA6380.geopotential number by the normal gravity value computed on the
 AA6380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6380.degrees latitude (g = 980.6199 gals.).
 AA6380
 AA6380.The modeled gravity was interpolated from observed gravity values.
 AA6380
 AA6380;                    North         East    Units  Estimated Accuracy
 AA6380;SPC IN E     -   501,490.       46,570.      MT  (+/- 180 meters Scaled)
 AA6380
 AA6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK607017(NAD 83)
 AA6380
 AA6380                          SUPERSEDED SURVEY CONTROL
 AA6380
 AA6380.No superseded survey control is available for this station.
 AA6380
 AA6380_MARKER: DD = SURVEY DISK
 AA6380_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA6380_SP_SET: RAILROAD CONDUIT
 AA6380_STAMPING: A 374 1995
 AA6380_MARK LOGO: NOS
 AA6380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6380+STABILITY: SURFACE MOTION
 AA6380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6380+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA6380
 AA6380  HISTORY     - Date     Condition        Report By
 AA6380  HISTORY     - 1995     MONUMENTED       NGS
 AA6380  HISTORY     - 19980223 GOOD             USPSQD
 AA6380
 AA6380                          STATION DESCRIPTION
 AA6380
 AA6380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6380'LOCATED ON THE SOUTHWEST SIDE OF METROPOLITAN INDIANAPOLIS ABOUT 2.6
 AA6380'KM (1.60 MI) NORTHWEST OF MICKLEYVILLE AND ABOUT 2.6 KM (1.60 MI)
 AA6380'NORTH OF THE INDIANAPOLIS INTERNATIONAL AIRPORT ALONG THE SOUTH SIDE
 AA6380'OF THE DUAL CONRAIL TRACKS ABOUT 0.4 KM (0.25 MI) SOUTH OF U.S.
 AA6380'HIGHWAY 36 (ROCKVILLE ROAD) AND ABOUT 90 M (295.3 FT) WEST OF THE RR
 AA6380'GRADE CROSSING OF GIRLS SCHOOL ROAD.  TO REACH FROM THE CENTER OF THE
 AA6380'U.S.  HIGHWAY 36 (ROCKVILLE ROAD) OVERPASS OVER INTERSTATE 465 ON THE
 AA6380'WEST SIDE OF INDIANAPOLIS, GO WEST ON U.S.  HIGHWAY 36 FOR 1.9 KM
 AA6380'(1.20 MI) TO THE CROSSROADS AT GIRLS SCHOOL ROAD, TURN LEFT AND
 AA6380'PROCEED SOUTH ON GIRLS SCHOOL ROAD FOR 0.4 KM (0.25 MI) TO A TRACK
 AA6380'GRAVEL ROAD RIGHT JUST BEFORE THE RR GRADE, TURN RIGHT AND PROCEED
 AA6380'WEST FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND THE STATION TO THE
 AA6380'SOUTH OF THE SOUTHERLY TRACK IN A CONCRETE ENCASED CONDUIT WHICH RUNS
 AA6380'UNDER THE TRACKS.  THE STATION IS AN NOS BRONZE DISK CEMENTED INTO A
 AA6380'HOLE IN THE CONCRETE CASEMENT.  IT IS, 80 M (262.5 FT) WEST OF GIRLS
 AA6380'SCHOOL ROAD, 4.1 M (13.5 FT) WEST OF SEMAPHORE SIGNAL 62W, 3.2 M (10.5
 AA6380'FT) SOUTH OF THE MOST SOUTHERLY TRACK, 3.1 M (10.2 FT) EAST OF AN
 AA6380'ELECTRICAL VAULT AND ABOUT 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AA6380'TRACKS.  DESCRIBED BY C.S. MIDDLETON, JR.
 AA6380
 AA6380                          STATION RECOVERY (1998)
 AA6380
 AA6380'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA6380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7507 ***********************************************************************
 DR7507  DESIGNATION -  A 375
 DR7507  PID         -  DR7507
 DR7507  STATE/COUNTY-  IN/ELKHART
 DR7507  COUNTRY     -  US
 DR7507  USGS QUAD   -  GOSHEN (2019)
 DR7507
 DR7507                         *CURRENT SURVEY CONTROL
 DR7507  ______________________________________________________________________
 DR7507* NAD 83(1986) POSITION- 41 35 29.59   (N) 085 48 25.06   (W)   HD_HELD1
 DR7507* NAVD 88 ORTHO HEIGHT -   257.876 (meters)      846.05  (feet) ADJUSTED
 DR7507  ______________________________________________________________________
 DR7507  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 DR7507  DYNAMIC HEIGHT  -        257.775 (meters)      845.72  (feet) COMP
 DR7507  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 DR7507
 DR7507  VERT ORDER      -  SECOND    CLASS I
 DR7507
 DR7507.The horizontal coordinates were determined by differentially corrected
 DR7507.hand held GPS observations or other comparable positioning techniques
 DR7507.and have an estimated accuracy of +/- 3 meters.
 DR7507
 DR7507.The orthometric height was determined by differential leveling and
 DR7507.adjusted by the NATIONAL GEODETIC SURVEY
 DR7507.in March 2022.
 DR7507
 DR7507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7507.GEOID18 height accuracy estimate available here.
 DR7507
 DR7507.Click photographs - Photos may exist for this station.
 DR7507
 DR7507.The dynamic height is computed by dividing the NAVD 88
 DR7507.geopotential number by the normal gravity value computed on the
 DR7507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7507.degrees latitude (g = 980.6199 gals.).
 DR7507
 DR7507.The modeled gravity was interpolated from observed gravity values.
 DR7507
 DR7507;                    North         East    Units  Estimated Accuracy
 DR7507;SPC IN E     -   704,263.1      88,302.9     MT  (+/- 3 meters HH1 GPS) 
 DR7507
 DR7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9943405115(NAD 83)
 DR7507
 DR7507                          SUPERSEDED SURVEY CONTROL
 DR7507
 DR7507.No superseded survey control is available for this station.
 DR7507
 DR7507_MARKER: F = FLANGE-ENCASED ROD
 DR7507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7507_STAMPING: A 375 2018
 DR7507_MARK LOGO: NONE
 DR7507_PROJECTION: RECESSED 8 CENTIMETERS
 DR7507_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7507+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2021
 DR7507_ROD/PIPE-DEPTH: 4.0 meters
 DR7507_SLEEVE-DEPTH  : 0.9 meters
 DR7507
 DR7507  HISTORY     - Date     Condition        Report By
 DR7507  HISTORY     - 20180604 MONUMENTED       INDOT
 DR7507  HISTORY     - 20211130 GOOD             IN-039
 DR7507
 DR7507                          STATION DESCRIPTION
 DR7507
 DR7507'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7507'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF MIDDLEBURY,
 DR7507'7.3 MI (11.7 KM) NORTHWEST OF MILLERSBURG AND 1.6 MI (2.6 KM)
 DR7507'EAST-NORTHEAST OF GOSHEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7507'
 DR7507'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST LINCOLN AVENUE
 DR7507'(AKA STATE ROAD 4) IN THE TOWN OF GOSHEN, TRAVEL EAST AND NORTHEAST
 DR7507'1.49 MI (2.40 KM) ALONG EAST LINCOLN AVENUE TO THE MONUMENT ON THE
 DR7507'LEFT (NORTH) SIDE OF THE ROAD.
 DR7507'
 DR7507'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 70 FT (21.3 M)
 DR7507'EAST OF THE CENTERLINE OF THE EAST DRIVE ENTRANCE TO EAST GOSHEN
 DR7507'MENNONITE CHURCH AND APPROXIMATELY 26 FT (7.9 M) NORTH OF THE ROAD
 DR7507'CENTERLINE.  IT IS LOCATED 28.27 FT (8.6 M) EAST OF THE CENTER OF THE
 DR7507'SOUTH WOODEN POST OF THE EAST GOSHEN RECYCLING SIGN, 95.68 FT (29.2 M)
 DR7507'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK WING WALL OF EAST
 DR7507'GOSHEN MENNONITE CHURCH, 69.3 FT (21.1 M) WEST-SOUTHWEST OF A MAG NAIL
 DR7507'SET IN THE SOUTHWEST FACE OF POWER POLE 545-972 AND 11.1 FT (3.4 M)
 DR7507'NORTH OF THE NORTH EDGE OF THE ROAD PAVEMENT.
 DR7507'
 DR7507'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7507'CAP.
 DR7507
 DR7507                          STATION RECOVERY (2021)
 DR7507
 DR7507'RECOVERY NOTE BY ELKHART COUNTY INDIANA 2021 (IH)
 DR7507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7532 ***********************************************************************
 DR7532  DESIGNATION -  A 376
 DR7532  PID         -  DR7532
 DR7532  STATE/COUNTY-  IN/LAGRANGE
 DR7532  COUNTRY     -  US
 DR7532  USGS QUAD   -  LAGRANGE (2019)
 DR7532
 DR7532                         *CURRENT SURVEY CONTROL
 DR7532  ______________________________________________________________________
 DR7532* NAD 83(1986) POSITION- 41 38 27.02   (N) 085 28 55.18   (W)   HD_HELD1
 DR7532* NAVD 88 ORTHO HEIGHT -   284.438 (meters)      933.19  (feet) ADJUSTED
 DR7532  ______________________________________________________________________
 DR7532  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 DR7532  DYNAMIC HEIGHT  -        284.329 (meters)      932.84  (feet) COMP
 DR7532  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 DR7532
 DR7532  VERT ORDER      -  SECOND    CLASS I
 DR7532
 DR7532.The horizontal coordinates were determined by differentially corrected
 DR7532.hand held GPS observations or other comparable positioning techniques
 DR7532.and have an estimated accuracy of +/- 3 meters.
 DR7532
 DR7532.The orthometric height was determined by differential leveling and
 DR7532.adjusted by the NATIONAL GEODETIC SURVEY
 DR7532.in March 2022.
 DR7532
 DR7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7532.GEOID18 height accuracy estimate available here.
 DR7532
 DR7532.Click photographs - Photos may exist for this station.
 DR7532
 DR7532.The dynamic height is computed by dividing the NAVD 88
 DR7532.geopotential number by the normal gravity value computed on the
 DR7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7532.degrees latitude (g = 980.6199 gals.).
 DR7532
 DR7532.The modeled gravity was interpolated from observed gravity values.
 DR7532
 DR7532;                    North         East    Units  Estimated Accuracy
 DR7532;SPC IN E     -   709,743.9     115,385.5     MT  (+/- 3 meters HH1 GPS) 
 DR7532
 DR7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2642311013(NAD 83)
 DR7532
 DR7532                          SUPERSEDED SURVEY CONTROL
 DR7532
 DR7532.No superseded survey control is available for this station.
 DR7532
 DR7532_MARKER: F = FLANGE-ENCASED ROD
 DR7532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7532_STAMPING: A 376 2018
 DR7532_MARK LOGO: NONE
 DR7532_PROJECTION: RECESSED 8 CENTIMETERS
 DR7532_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7532+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2018
 DR7532_ROD/PIPE-DEPTH: 3.1 meters
 DR7532_SLEEVE-DEPTH  : 0.9 meters
 DR7532
 DR7532  HISTORY     - Date     Condition        Report By
 DR7532  HISTORY     - 20180620 MONUMENTED       INDOT
 DR7532
 DR7532                          STATION DESCRIPTION
 DR7532
 DR7532'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7532'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF TOPEKA,
 DR7532'5.5 MI (8.8 KM) EAST-SOUTHEAST OF SHIPSHEWANA AND 3.4 MI (5.5 KM) WEST
 DR7532'OF LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7532'
 DR7532'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7532'LAGRANGE, TRAVEL WEST 3.32 MI (5.34 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7532'MONUMENT ON THE LEFT (SOUTH) SIDE OF THE ROAD, LOCATED ON THE OPPOSITE
 DR7532'SIDE THE ROAD FROM 2995 U.S. HIGHWAY 20.
 DR7532'
 DR7532'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 35 FT (10.7 M)
 DR7532'SOUTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 234 FT (71.3
 DR7532'M) EAST OF THE COUNTY ROAD SOUTH 300 WEST CENTERLINE.  IT IS LOCATED
 DR7532'102.79 FT (31.3 M) SOUTHEAST OF A MAG NAIL SET IN THE NORTH FACE OF A
 DR7532'FENCE POST, 86.84 FT (26.5 M) SOUTH-SOUTHEAST OF A MAG NAIL SET IN THE
 DR7532'SOUTHEAST FACE OF POWER POLE 1-065-682, 48.89 FT (14.9 M) WEST OF A
 DR7532'MAG NAIL SET IN THE SOUTHEAST FACE OF POWER POLE 493-504 AND 85.52 FT
 DR7532'(26.1 M) EAST OF A MAG NAIL SET IN THE NORTH FACE OF A FENCE POST.
 DR7532'
 DR7532'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7532'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7557 ***********************************************************************
 DR7557  DESIGNATION -  A 377
 DR7557  PID         -  DR7557
 DR7557  STATE/COUNTY-  IN/STEUBEN
 DR7557  COUNTRY     -  US
 DR7557  USGS QUAD   -  ANGOLA WEST (2019)
 DR7557
 DR7557                         *CURRENT SURVEY CONTROL
 DR7557  ______________________________________________________________________
 DR7557* NAD 83(1986) POSITION- 41 38 01.65   (N) 085 05 45.99   (W)   HD_HELD1
 DR7557* NAVD 88 ORTHO HEIGHT -   302.241 (meters)      991.60  (feet) ADJUSTED
 DR7557  ______________________________________________________________________
 DR7557  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 DR7557  DYNAMIC HEIGHT  -        302.127 (meters)      991.23  (feet) COMP
 DR7557  MODELED GRAVITY -    980,234.9   (mgal)                       NAVD 88
 DR7557
 DR7557  VERT ORDER      -  SECOND    CLASS I
 DR7557
 DR7557.The horizontal coordinates were determined by differentially corrected
 DR7557.hand held GPS observations or other comparable positioning techniques
 DR7557.and have an estimated accuracy of +/- 3 meters.
 DR7557
 DR7557.The orthometric height was determined by differential leveling and
 DR7557.adjusted by the NATIONAL GEODETIC SURVEY
 DR7557.in March 2022.
 DR7557
 DR7557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7557.GEOID18 height accuracy estimate available here.
 DR7557
 DR7557.Click photographs - Photos may exist for this station.
 DR7557
 DR7557.The dynamic height is computed by dividing the NAVD 88
 DR7557.geopotential number by the normal gravity value computed on the
 DR7557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7557.degrees latitude (g = 980.6199 gals.).
 DR7557
 DR7557.The modeled gravity was interpolated from observed gravity values.
 DR7557
 DR7557;                    North         East    Units  Estimated Accuracy
 DR7557;SPC IN E     -   709,102.0     147,539.8     MT  (+/- 3 meters HH1 GPS) 
 DR7557
 DR7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5858010868(NAD 83)
 DR7557
 DR7557                          SUPERSEDED SURVEY CONTROL
 DR7557
 DR7557.No superseded survey control is available for this station.
 DR7557
 DR7557_MARKER: F = FLANGE-ENCASED ROD
 DR7557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7557_STAMPING: A 377 2018
 DR7557_MARK LOGO: NONE
 DR7557_PROJECTION: RECESSED 8 CENTIMETERS
 DR7557_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7557+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 DR7557_ROD/PIPE-DEPTH: 3.7 meters
 DR7557_SLEEVE-DEPTH  : 0.9 meters
 DR7557
 DR7557  HISTORY     - Date     Condition        Report By
 DR7557  HISTORY     - 20180712 MONUMENTED       INDOT
 DR7557
 DR7557                          STATION DESCRIPTION
 DR7557
 DR7557'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7557'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF ASHLEY,
 DR7557'6.5 MI (10.5 KM) NORTHEAST OF STROH AND 5.0 MI (8.0 KM) WEST OF
 DR7557'ANGOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7557'
 DR7557'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND INTERSTATE 69,
 DR7557'TRAVEL WEST AND SOUTHWEST 2.51 MI (4.04 KM) ALONG U.S. HIGHWAY 20 TO
 DR7557'THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED IN THE
 DR7557'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND OLD U.S.
 DR7557'HIGHWAY 20.
 DR7557'
 DR7557'THE STATION IS FLUSH WITH THE GROUND, 46.6 FT (14.2 M) NORTH OF THE
 DR7557'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20 AND APPROXIMATELY 8 FT (2.4
 DR7557'M) NORTHEAST OF THE EAST EDGE OF PAVEMENT OF THE INTERSECTION.  IT IS
 DR7557'LOCATED 114.45 FT (34.9 M) SOUTH OF A MAG NAIL SET IN THE SOUTH FACE
 DR7557'OF POWER POLE 481-102, 111.12 FT (33.9 M) SOUTHWEST OF THE SOUTHWEST
 DR7557'CORNER OF A 1 STORY WOOD FRAME GARAGE AND 169.07 FT (51.5 M)
 DR7557'WEST-SOUTHWEST OF A MAG NAIL SET IN THE SOUTHWEST FACE OF POWER POLE
 DR7557'481-101.
 DR7557'
 DR7557'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7557'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7582 ***********************************************************************
 DR7582  DESIGNATION -  A 378
 DR7582  PID         -  DR7582
 DR7582  STATE/COUNTY-  IN/NOBLE
 DR7582  COUNTRY     -  US
 DR7582  USGS QUAD   -  KENDALLVILLE (2019)
 DR7582
 DR7582                         *CURRENT SURVEY CONTROL
 DR7582  ______________________________________________________________________
 DR7582* NAD 83(1986) POSITION- 41 27 09.15   (N) 085 16 12.90   (W)   HD_HELD1
 DR7582* NAVD 88 ORTHO HEIGHT -   293.587 (meters)      963.21  (feet) ADJUSTED
 DR7582  ______________________________________________________________________
 DR7582  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 DR7582  DYNAMIC HEIGHT  -        293.470 (meters)      962.83  (feet) COMP
 DR7582  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 DR7582
 DR7582  VERT ORDER      -  SECOND    CLASS I
 DR7582
 DR7582.The horizontal coordinates were determined by differentially corrected
 DR7582.hand held GPS observations or other comparable positioning techniques
 DR7582.and have an estimated accuracy of +/- 3 meters.
 DR7582
 DR7582.The orthometric height was determined by differential leveling and
 DR7582.adjusted by the NATIONAL GEODETIC SURVEY
 DR7582.in March 2022.
 DR7582
 DR7582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7582.GEOID18 height accuracy estimate available here.
 DR7582
 DR7582.Click photographs - Photos may exist for this station.
 DR7582
 DR7582.The dynamic height is computed by dividing the NAVD 88
 DR7582.geopotential number by the normal gravity value computed on the
 DR7582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7582.degrees latitude (g = 980.6199 gals.).
 DR7582
 DR7582.The modeled gravity was interpolated from observed gravity values.
 DR7582
 DR7582;                    North         East    Units  Estimated Accuracy
 DR7582;SPC IN E     -   688,890.9     133,122.4     MT  (+/- 3 meters HH1 GPS) 
 DR7582
 DR7582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4447790439(NAD 83)
 DR7582
 DR7582                          SUPERSEDED SURVEY CONTROL
 DR7582
 DR7582.No superseded survey control is available for this station.
 DR7582
 DR7582_MARKER: DV = VERTICAL CONTROL DISK
 DR7582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7582_SP_SET: RETAINING WALL
 DR7582_STAMPING: 2018 A 378
 DR7582_MARK LOGO: INDOT
 DR7582_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7582+STABILITY: SURFACE MOTION
 DR7582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7582+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DR7582
 DR7582  HISTORY     - Date     Condition        Report By
 DR7582  HISTORY     - 20180731 MONUMENTED       INDOT
 DR7582
 DR7582                          STATION DESCRIPTION
 DR7582
 DR7582'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7582'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF WOLCOTTVILLE,
 DR7582'6.5 MI (10.5 KM) WEST OF CORUNNA AND 0.8 MI (1.3 KM) NORTH-NORTHWEST
 DR7582'OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7582'
 DR7582'THE MONUMENT IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 DR7582'OF NORTH LIMA ROAD (AKA STATE ROAD 3) AND U.S. HIGHWAY 6 IN FRONT OF A
 DR7582'KROGER GAS STATION.
 DR7582'
 DR7582'THE STATION IS ON THE CONCRETE WALL THAT RUNS ALONG THE SOUTHEAST
 DR7582'PORTION OF THE KROGER AS STATION PARKING LOT.  IT IS LOCATED 9.17 FT
 DR7582'(2.8 M) NORTHEAST OF A CUT-X IN THE NORTH ANCHOR BOLT OF A TRAFFIC
 DR7582'SIGNAL POLE, 30.56 FT (9.3 M) NORTHEAST OF A CUT-X IN THE NORTH BONNET
 DR7582'BOLT OF A FIRE HYDRANT, 90.30 FT (27.5 M) SOUTH OF A MAG NAIL SET IN
 DR7582'THE SOUTH FACE OF A POWER POLE (NO NUMBER) AND 37.71 FT (11.5 M)
 DR7582'SOUTH-SOUTHWEST OF A CUT-X IN THE SOUTHWEST RIM OF A TRAFFIC MANHOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0326 ***********************************************************************
 LA0326  DESIGNATION -  A 38
 LA0326  PID         -  LA0326
 LA0326  STATE/COUNTY-  IN/JAY
 LA0326  COUNTRY     -  US
 LA0326  USGS QUAD   -  PORTLAND (2019)
 LA0326
 LA0326                         *CURRENT SURVEY CONTROL
 LA0326  ______________________________________________________________________
 LA0326* NAD 83(1986) POSITION- 40 25 56.9    (N) 084 58 39.1    (W)   HD_HELD2
 LA0326* NAVD 88 ORTHO HEIGHT -   277.618 (meters)      910.82  (feet) ADJUSTED
 LA0326  ______________________________________________________________________
 LA0326  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 LA0326  DYNAMIC HEIGHT  -        277.481 (meters)      910.37  (feet) COMP
 LA0326  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 LA0326
 LA0326  VERT ORDER      -  SECOND    CLASS 0
 LA0326
 LA0326.The horizontal coordinates were established by autonomous hand held GPS
 LA0326.observations and have an estimated accuracy of +/- 10 meters.
 LA0326
 LA0326.The orthometric height was determined by differential leveling and
 LA0326.adjusted by the NATIONAL GEODETIC SURVEY
 LA0326.in June 1991.
 LA0326
 LA0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0326.GEOID18 height accuracy estimate available here.
 LA0326
 LA0326.Click photographs - Photos may exist for this station.
 LA0326
 LA0326.The dynamic height is computed by dividing the NAVD 88
 LA0326.geopotential number by the normal gravity value computed on the
 LA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0326.degrees latitude (g = 980.6199 gals.).
 LA0326
 LA0326.The modeled gravity was interpolated from observed gravity values.
 LA0326
 LA0326;                    North         East    Units  Estimated Accuracy
 LA0326;SPC IN E     -   575,765.      158,474.      MT  (+/- 10 meters HH2 GPS)
 LA0326
 LA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7154977723(NAD 83)
 LA0326
 LA0326                          SUPERSEDED SURVEY CONTROL
 LA0326
 LA0326  NGVD 29 (??/??/92)  277.770  (m)          911.32   (f) ADJ UNCH    2 0
 LA0326
 LA0326.Superseded values are not recommended for survey control.
 LA0326
 LA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0326.See file dsdata.pdf to determine how the superseded data were derived.
 LA0326
 LA0326_MARKER: DB = BENCH MARK DISK
 LA0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0326_SP_SET: BUILDING
 LA0326_STAMPING: A 38 1934
 LA0326_MARK LOGO: CGS
 LA0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0326
 LA0326  HISTORY     - Date     Condition        Report By
 LA0326  HISTORY     - 1934     MONUMENTED       CGS
 LA0326  HISTORY     - 1947     GOOD             CGS
 LA0326  HISTORY     - 20070711 GOOD             INDNR
 LA0326
 LA0326                          STATION DESCRIPTION
 LA0326
 LA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0326'AT PORTLAND.
 LA0326'AT PORTLAND, JAY COUNTY, AT THE INTERSECTION OF WATER AND MERIDIAN
 LA0326'STREETS, AT THE POST OFFICE, IN THE WEST FACE OF THE BUILDING,
 LA0326'36.8 FEET SOUTH OF THE MAIN ENTRANCE, 0.8 FOOT NORTH OF THE SOUTHWEST
 LA0326'CORNER OF THE BUILDING, AND 0.9 FOOT ABOVE THE GROUND.
 LA0326
 LA0326                          STATION RECOVERY (2007)
 LA0326
 LA0326'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 LA0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1030 ***********************************************************************
 LA1030  DESIGNATION -  A 39 X
 LA1030  PID         -  LA1030
 LA1030  STATE/COUNTY-  IN/JAY
 LA1030  COUNTRY     -  US
 LA1030  USGS QUAD   -  PENNVILLE (2019)
 LA1030
 LA1030                         *CURRENT SURVEY CONTROL
 LA1030  ______________________________________________________________________
 LA1030* NAD 83(1986) POSITION- 40 27 53.     (N) 085 09 03.     (W)   SCALED
 LA1030* NAVD 88 ORTHO HEIGHT -   271.321 (meters)      890.16  (feet) ADJUSTED
 LA1030  ______________________________________________________________________
 LA1030  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 LA1030  DYNAMIC HEIGHT  -        271.184 (meters)      889.71  (feet) COMP
 LA1030  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 LA1030
 LA1030  VERT ORDER      -  SECOND    CLASS 0
 LA1030
 LA1030.The horizontal coordinates were scaled from a map and have
 LA1030.an estimated accuracy of +/- 6 seconds.
 LA1030
 LA1030.The orthometric height was determined by differential leveling and
 LA1030.adjusted by the NATIONAL GEODETIC SURVEY
 LA1030.in June 1991.
 LA1030
 LA1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1030.GEOID18 height accuracy estimate available here.
 LA1030
 LA1030.Click photographs - Photos may exist for this station.
 LA1030
 LA1030.The dynamic height is computed by dividing the NAVD 88
 LA1030.geopotential number by the normal gravity value computed on the
 LA1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1030.degrees latitude (g = 980.6199 gals.).
 LA1030
 LA1030.The modeled gravity was interpolated from observed gravity values.
 LA1030
 LA1030;                    North         East    Units  Estimated Accuracy
 LA1030;SPC IN E     -   579,250.      143,750.      MT  (+/- 180 meters Scaled)
 LA1030
 LA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK567809(NAD 83)
 LA1030
 LA1030                          SUPERSEDED SURVEY CONTROL
 LA1030
 LA1030  NGVD 29 (??/??/92)  271.463  (m)          890.62   (f) ADJ UNCH    2 0
 LA1030
 LA1030.Superseded values are not recommended for survey control.
 LA1030
 LA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1030.See file dsdata.pdf to determine how the superseded data were derived.
 LA1030
 LA1030_MARKER: DB = BENCH MARK DISK
 LA1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1030_SP_SET: BUILDING
 LA1030_STAMPING: A 39 X 1934
 LA1030_MARK LOGO: CGS
 LA1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1030
 LA1030  HISTORY     - Date     Condition        Report By
 LA1030  HISTORY     - 1934     MONUMENTED       CGS
 LA1030  HISTORY     - 1947     GOOD             CGS
 LA1030
 LA1030                          STATION DESCRIPTION
 LA1030
 LA1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1030'2 MI S FROM PENNVILLE.
 LA1030'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST
 LA1030'OFFICE AT PENNVILLE, 1.0 MILE NORTH OF THE JUNCTION WITH
 LA1030'STATE HIGHWAY 26, SET VERTICALLY IN THE EAST FACE OF KNOX TOWNSHIP
 LA1030'SCHOOL BUILDING, 64.5 FEET WEST OF THE CENTER LINE OF THE
 LA1030'HIGHWAY, 4.5 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE,
 LA1030'AND ABOUT 2.5 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0110 ***********************************************************************
 KA0110  DESIGNATION -  A 4
 KA0110  PID         -  KA0110
 KA0110  STATE/COUNTY-  IN/MARION
 KA0110  COUNTRY     -  US
 KA0110  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0110
 KA0110                         *CURRENT SURVEY CONTROL
 KA0110  ______________________________________________________________________
 KA0110* NAD 83(1986) POSITION- 39 45 47.9    (N) 086 09 35.3    (W)   HD_HELD2
 KA0110* NAVD 88 ORTHO HEIGHT -   216.581 (meters)      710.57  (feet) ADJUSTED
 KA0110  ______________________________________________________________________
 KA0110  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 KA0110  DYNAMIC HEIGHT  -        216.461 (meters)      710.17  (feet) COMP
 KA0110  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 KA0110
 KA0110  VERT ORDER      -  FIRST     CLASS II
 KA0110
 KA0110.The horizontal coordinates were established by autonomous hand held GPS
 KA0110.observations and have an estimated accuracy of +/- 10 meters.
 KA0110
 KA0110.The orthometric height was determined by differential leveling and
 KA0110.adjusted by the NATIONAL GEODETIC SURVEY
 KA0110.in June 1991.
 KA0110
 KA0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0110.GEOID18 height accuracy estimate available here.
 KA0110
 KA0110.Click photographs - Photos may exist for this station.
 KA0110
 KA0110.The dynamic height is computed by dividing the NAVD 88
 KA0110.geopotential number by the normal gravity value computed on the
 KA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0110.degrees latitude (g = 980.6199 gals.).
 KA0110
 KA0110.The modeled gravity was interpolated from observed gravity values.
 KA0110
 KA0110;                    North         East    Units  Estimated Accuracy
 KA0110;SPC IN E     -   501,354.       57,745.      MT  (+/- 10 meters HH2 GPS)
 KA0110
 KA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7196601824(NAD 83)
 KA0110
 KA0110                          SUPERSEDED SURVEY CONTROL
 KA0110
 KA0110  NGVD 29 (??/??/92)  216.718  (m)          711.02   (f) ADJ UNCH    1 2
 KA0110
 KA0110.Superseded values are not recommended for survey control.
 KA0110
 KA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0110.See file dsdata.pdf to determine how the superseded data were derived.
 KA0110
 KA0110_MARKER: DB = BENCH MARK DISK
 KA0110_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0110_SP_SET: BUILDING
 KA0110_STAMPING: A 4 ELEV 711.016 FT
 KA0110_MARK LOGO: CGS
 KA0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0110+STABILITY: POSITION/ELEVATION WELL
 KA0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0110+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 KA0110
 KA0110  HISTORY     - Date     Condition        Report By
 KA0110  HISTORY     - 1916     MONUMENTED       CGS
 KA0110  HISTORY     - 1947     GOOD             CGS
 KA0110  HISTORY     - 1985     GOOD             NGS
 KA0110  HISTORY     - 1986     GOOD             NGS
 KA0110  HISTORY     - 19980223 GOOD             USPSQD
 KA0110  HISTORY     - 20050309 GOOD             INDNR
 KA0110  HISTORY     - 20070314 GOOD             INDNR
 KA0110  HISTORY     - 20110920 GOOD             INDNR
 KA0110  HISTORY     - 20140524 GOOD             GEOCAC
 KA0110  HISTORY     - 20180910 GOOD             USPSQD
 KA0110
 KA0110                          STATION DESCRIPTION
 KA0110
 KA0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0110'AT INDIANAPOLIS.
 KA0110'AT INDIANAPOLIS, SET VERTICALLY IN THE NORTH FACE OF THE STONE
 KA0110'WALL OF THE UNION STATION, 14.5 FEET EAST OF THE NORTHWEST CORNER
 KA0110'AND ABOUT 3.5 FEET ABOVE THE SIDE WALK.
 KA0110
 KA0110                          STATION RECOVERY (1985)
 KA0110
 KA0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0110'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT 100
 KA0110'WEST JACKSON STREET.
 KA0110
 KA0110                          STATION RECOVERY (1986)
 KA0110
 KA0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0110'RECOVERED IN GOOD CONDITION.
 KA0110
 KA0110                          STATION RECOVERY (1998)
 KA0110
 KA0110'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0110'RECOVERED IN GOOD CONDITION.
 KA0110
 KA0110                          STATION RECOVERY (2005)
 KA0110
 KA0110'RECOVERY NOTE BY IN DEPT OF NAT RES 2005 (RWW)
 KA0110'RECOVERED IN GOOD CONDITION.
 KA0110
 KA0110                          STATION RECOVERY (2007)
 KA0110
 KA0110'RECOVERY NOTE BY IN DEPT OF NAT RES 2007
 KA0110'RECOVERED IN GOOD CONDITION.
 KA0110
 KA0110                          STATION RECOVERY (2011)
 KA0110
 KA0110'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 KA0110'RECOVERED IN GOOD CONDITION.
 KA0110
 KA0110                          STATION RECOVERY (2014)
 KA0110
 KA0110'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0110'RECOVERED AS DESCRIBED.
 KA0110
 KA0110                          STATION RECOVERY (2018)
 KA0110
 KA0110'RECOVERY NOTE BY US POWER SQUADRON 2018 (TJH)
 KA0110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1001 ***********************************************************************
 LA1001  DESIGNATION -  A 41
 LA1001  PID         -  LA1001
 LA1001  STATE/COUNTY-  IN/DELAWARE
 LA1001  COUNTRY     -  US
 LA1001  USGS QUAD   -  MUNCIE EAST (2019)
 LA1001
 LA1001                         *CURRENT SURVEY CONTROL
 LA1001  ______________________________________________________________________
 LA1001* NAD 83(1986) POSITION- 40 11 26.     (N) 085 16 06.     (W)   SCALED
 LA1001* NAVD 88 ORTHO HEIGHT -   307.531 (meters)     1008.96  (feet) ADJUSTED
 LA1001  ______________________________________________________________________
 LA1001  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 LA1001  DYNAMIC HEIGHT  -        307.367 (meters)     1008.42  (feet) COMP
 LA1001  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA1001
 LA1001  VERT ORDER      -  SECOND    CLASS 0
 LA1001
 LA1001.The horizontal coordinates were scaled from a map and have
 LA1001.an estimated accuracy of +/- 6 seconds.
 LA1001
 LA1001.The orthometric height was determined by differential leveling and
 LA1001.adjusted by the NATIONAL GEODETIC SURVEY
 LA1001.in June 1991.
 LA1001
 LA1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1001.GEOID18 height accuracy estimate available here.
 LA1001
 LA1001.Click photographs - Photos may exist for this station.
 LA1001
 LA1001.The dynamic height is computed by dividing the NAVD 88
 LA1001.geopotential number by the normal gravity value computed on the
 LA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1001.degrees latitude (g = 980.6199 gals.).
 LA1001
 LA1001.The modeled gravity was interpolated from observed gravity values.
 LA1001
 LA1001;                    North         East    Units  Estimated Accuracy
 LA1001;SPC IN E     -   548,750.      133,920.      MT  (+/- 180 meters Scaled)
 LA1001
 LA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK474503(NAD 83)
 LA1001
 LA1001                          SUPERSEDED SURVEY CONTROL
 LA1001
 LA1001  NGVD 29 (??/??/92)  307.668  (m)         1009.41   (f) ADJ UNCH    2 0
 LA1001
 LA1001.Superseded values are not recommended for survey control.
 LA1001
 LA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1001.See file dsdata.pdf to determine how the superseded data were derived.
 LA1001
 LA1001_MARKER: DB = BENCH MARK DISK
 LA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1001_STAMPING: A 41 1934
 LA1001_MARK LOGO: CGS
 LA1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1001+STABILITY: SURFACE MOTION
 LA1001
 LA1001  HISTORY     - Date     Condition        Report By
 LA1001  HISTORY     - 1934     MONUMENTED       CGS
 LA1001  HISTORY     - 1947     GOOD             CGS
 LA1001  HISTORY     - 1969     GOOD             CGS
 LA1001
 LA1001                          STATION DESCRIPTION
 LA1001
 LA1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1001'AT SELMA.
 LA1001'AT SELMA, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1001'LOUIS RAILWAY, AT THE CROSSING OF ALBANY STREET, 7 RAILS EAST
 LA1001'AND ACROSS ALBANY STREET FROM THE STATION, 48 FEET EAST OF THE
 LA1001'CENTER LINE OF ALBANY STREET, 15 FEET NORTH OF THE NORTH RAIL
 LA1001'OF THE NORTH TRACK, 17.5 FEET EAST OF POLE 223/20, 2.8 FEET
 LA1001'SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST CONCRETE BASE OF
 LA1001'A SIGNAL BOX, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA1001'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA1001'POST PROJECTING 4 INCHES.
 LA1001
 LA1001                          STATION RECOVERY (1969)
 LA1001
 LA1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA1001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1424 ***********************************************************************
 LA1424  DESIGNATION -  A 42
 LA1424  PID         -  LA1424
 LA1424  STATE/COUNTY-  IN/MADISON
 LA1424  COUNTRY     -  US
 LA1424  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1424
 LA1424                         *CURRENT SURVEY CONTROL
 LA1424  ______________________________________________________________________
 LA1424* NAD 83(1986) POSITION- 40 06 00.     (N) 085 40 27.     (W)   SCALED
 LA1424* NAVD 88 ORTHO HEIGHT -   269.446 (meters)      884.01  (feet) ADJUSTED
 LA1424  ______________________________________________________________________
 LA1424  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 LA1424  DYNAMIC HEIGHT  -        269.302 (meters)      883.54  (feet) COMP
 LA1424  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 LA1424
 LA1424  VERT ORDER      -  SECOND    CLASS 0
 LA1424
 LA1424.The horizontal coordinates were scaled from a map and have
 LA1424.an estimated accuracy of +/- 6 seconds.
 LA1424
 LA1424.The orthometric height was determined by differential leveling and
 LA1424.adjusted by the NATIONAL GEODETIC SURVEY
 LA1424.in June 1991.
 LA1424
 LA1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1424.GEOID18 height accuracy estimate available here.
 LA1424
 LA1424.Click photographs - Photos may exist for this station.
 LA1424
 LA1424.The dynamic height is computed by dividing the NAVD 88
 LA1424.geopotential number by the normal gravity value computed on the
 LA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1424.degrees latitude (g = 980.6199 gals.).
 LA1424
 LA1424.The modeled gravity was interpolated from observed gravity values.
 LA1424
 LA1424;                    North         East    Units  Estimated Accuracy
 LA1424;SPC IN E     -   538,620.       99,360.      MT  (+/- 180 meters Scaled)
 LA1424
 LA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK130396(NAD 83)
 LA1424
 LA1424                          SUPERSEDED SURVEY CONTROL
 LA1424
 LA1424  NGVD 29 (??/??/92)  269.586  (m)          884.47   (f) ADJ UNCH    2 0
 LA1424
 LA1424.Superseded values are not recommended for survey control.
 LA1424
 LA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1424.See file dsdata.pdf to determine how the superseded data were derived.
 LA1424
 LA1424_MARKER: DB = BENCH MARK DISK
 LA1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1424_STAMPING: A 42 1934
 LA1424_MARK LOGO: CGS
 LA1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1424+STABILITY: SURFACE MOTION
 LA1424
 LA1424  HISTORY     - Date     Condition        Report By
 LA1424  HISTORY     - 1934     MONUMENTED       CGS
 LA1424  HISTORY     - 1947     GOOD             CGS
 LA1424
 LA1424                          STATION DESCRIPTION
 LA1424
 LA1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1424'AT ANDERSON.
 LA1424'AT ANDERSON, MADISON COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 LA1424'AND ST. LOUIS RAILWAY, IN THE SOUTHEAST ANGLE OF THE CROSSING OF
 LA1424'PEARL STREET, 25.2 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH
 LA1424'TRACK, 17.2 FEET NORTH OF THE NORTH RAIL OF THE SOUTH TRACK, 13.9
 LA1424'FEET EAST OF THE EAST CURB OF THE STREET, 2.3 FEET NORTH OF A
 LA1424'CONCRETE PROPERTY-LINE MARKER, AND ABOUT 1 FOOT HIGHER THAN THE
 LA1424'TRACK.  A STANDARD DISK, STAMPED A 42 1934 AND SET IN THE TOP OF A
 LA1424'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0250 ***********************************************************************
 KA0250  DESIGNATION -  A 43
 KA0250  PID         -  KA0250
 KA0250  STATE/COUNTY-  IN/MARION
 KA0250  COUNTRY     -  US
 KA0250  USGS QUAD   -  CARMEL (2019)
 KA0250
 KA0250                         *CURRENT SURVEY CONTROL
 KA0250  ______________________________________________________________________
 KA0250* NAD 83(1986) POSITION- 39 53 25.     (N) 086 08 27.     (W)   SCALED
 KA0250* NAVD 88 ORTHO HEIGHT -   225.444 (meters)      739.64  (feet) ADJUSTED
 KA0250  ______________________________________________________________________
 KA0250  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 KA0250  DYNAMIC HEIGHT  -        225.319 (meters)      739.23  (feet) COMP
 KA0250  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA0250
 KA0250  VERT ORDER      -  SECOND    CLASS 0
 KA0250
 KA0250.The horizontal coordinates were scaled from a map and have
 KA0250.an estimated accuracy of +/- 6 seconds.
 KA0250
 KA0250.The orthometric height was determined by differential leveling and
 KA0250.adjusted by the NATIONAL GEODETIC SURVEY
 KA0250.in June 1991.
 KA0250
 KA0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0250.GEOID18 height accuracy estimate available here.
 KA0250
 KA0250.Click photographs - Photos may exist for this station.
 KA0250
 KA0250.The dynamic height is computed by dividing the NAVD 88
 KA0250.geopotential number by the normal gravity value computed on the
 KA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0250.degrees latitude (g = 980.6199 gals.).
 KA0250
 KA0250.The modeled gravity was interpolated from observed gravity values.
 KA0250
 KA0250;                    North         East    Units  Estimated Accuracy
 KA0250;SPC IN E     -   515,440.       59,450.      MT  (+/- 180 meters Scaled)
 KA0250
 KA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK734159(NAD 83)
 KA0250
 KA0250                          SUPERSEDED SURVEY CONTROL
 KA0250
 KA0250  NGVD 29 (??/??/92)  225.572  (m)          740.06   (f) ADJ UNCH    2 0
 KA0250
 KA0250.Superseded values are not recommended for survey control.
 KA0250
 KA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0250.See file dsdata.pdf to determine how the superseded data were derived.
 KA0250
 KA0250_MARKER: DB = BENCH MARK DISK
 KA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0250_STAMPING: A 43 1934
 KA0250_MARK LOGO: CGS
 KA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0250+STABILITY: SURFACE MOTION
 KA0250
 KA0250  HISTORY     - Date     Condition        Report By
 KA0250  HISTORY     - 1934     MONUMENTED       CGS
 KA0250  HISTORY     - 1947     GOOD             CGS
 KA0250  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KA0250
 KA0250                          STATION DESCRIPTION
 KA0250
 KA0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0250'6.1 MI S FROM CARMEL.
 KA0250'ABOUT 6.1 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0250'LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, AT THE GRADE
 KA0250'CROSSING OF 75TH STREET, 10 FEET EAST OF THE EAST RAIL OF THE
 KA0250'MAIN TRACK, 25 FEET SOUTH OF THE CENTER LINE OF 75TH STREET, 41
 KA0250'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 431, 14 FEET
 KA0250'SOUTHWEST OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0250'POST, ABOUT 0.5 FOOT BELOW THE RAIL AND SET IN THE TOP OF A
 KA0250'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK IS SET ON
 KA0250'RAILROAD FILL AND IS SUBJECT TO MOVEMENT FROM THE VIBRATION OF
 KA0250'PASSING TRAINS.
 KA0250
 KA0250                          STATION RECOVERY (1990)
 KA0250
 KA0250'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRP)
 KA0250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2395 ***********************************************************************
 JZ2395  DESIGNATION -  A 44
 JZ2395  PID         -  JZ2395
 JZ2395  STATE/COUNTY-  IN/HENRY
 JZ2395  COUNTRY     -  US
 JZ2395  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2395
 JZ2395                         *CURRENT SURVEY CONTROL
 JZ2395  ______________________________________________________________________
 JZ2395* NAD 83(1986) POSITION- 39 51 07.43   (N) 085 33 17.97   (W)   HD_HELD1
 JZ2395* NAVD 88 ORTHO HEIGHT -   306.383 (meters)     1005.19  (feet) ADJUSTED
 JZ2395  ______________________________________________________________________
 JZ2395  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 JZ2395  DYNAMIC HEIGHT  -        306.210 (meters)     1004.62  (feet) COMP
 JZ2395  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 JZ2395
 JZ2395  VERT ORDER      -  SECOND    CLASS 0
 JZ2395
 JZ2395.The horizontal coordinates were determined by differentially corrected
 JZ2395.hand held GPS observations or other comparable positioning techniques
 JZ2395.and have an estimated accuracy of +/- 3 meters.
 JZ2395
 JZ2395.The orthometric height was determined by differential leveling and
 JZ2395.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2395.in June 1991.
 JZ2395
 JZ2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2395.GEOID18 height accuracy estimate available here.
 JZ2395
 JZ2395.Click photographs - Photos may exist for this station.
 JZ2395
 JZ2395.The dynamic height is computed by dividing the NAVD 88
 JZ2395.geopotential number by the normal gravity value computed on the
 JZ2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2395.degrees latitude (g = 980.6199 gals.).
 JZ2395
 JZ2395.The modeled gravity was interpolated from observed gravity values.
 JZ2395
 JZ2395;                    North         East    Units  Estimated Accuracy
 JZ2395;SPC IN E     -   511,098.3     109,556.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2395
 JZ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2361312336(NAD 83)
 JZ2395
 JZ2395                          SUPERSEDED SURVEY CONTROL
 JZ2395
 JZ2395  NGVD 29 (??/??/92)  306.510  (m)         1005.61   (f) ADJ UNCH    2 0
 JZ2395
 JZ2395.Superseded values are not recommended for survey control.
 JZ2395
 JZ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2395.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2395
 JZ2395_MARKER: DB = BENCH MARK DISK
 JZ2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2395_STAMPING: A 44 1934
 JZ2395_MARK LOGO: CGS
 JZ2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2395+STABILITY: SURFACE MOTION
 JZ2395
 JZ2395  HISTORY     - Date     Condition        Report By
 JZ2395  HISTORY     - 1934     MONUMENTED       CGS
 JZ2395  HISTORY     - 1947     GOOD             CGS
 JZ2395
 JZ2395                          STATION DESCRIPTION
 JZ2395
 JZ2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2395'3 MI SE FROM SHIRLEY.
 JZ2395'ABOUT 3.0 MILES SOUTHEAST ALONG THE CLEVELAND, CINCINNATI,
 JZ2395'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY,
 JZ2395'202 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST ST. J
 JZ2395'184, IN THE NORTHEAST ANGLE OF AN EAST-WEST GRAVEL ROAD
 JZ2395'CROSSING, 28.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.5
 JZ2395'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT
 JZ2395'WEST OF A CONCRETE CORNER FENCE POST, 1 1/2 FEET SOUTHEAST OF
 JZ2395'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW CROSSING LEVEL AND
 JZ2395'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1477 ***********************************************************************
 JZ1477  DESIGNATION -  A 45
 JZ1477  PID         -  JZ1477
 JZ1477  STATE/COUNTY-  IN/WAYNE
 JZ1477  COUNTRY     -  US
 JZ1477  USGS QUAD   -  GREENS FORK (2019)
 JZ1477
 JZ1477                         *CURRENT SURVEY CONTROL
 JZ1477  ______________________________________________________________________
 JZ1477* NAD 83(1986) POSITION- 39 53 26.     (N) 085 06 31.     (W)   SCALED
 JZ1477* NAVD 88 ORTHO HEIGHT -   309.131 (meters)     1014.21  (feet) ADJUSTED
 JZ1477  ______________________________________________________________________
 JZ1477  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JZ1477  DYNAMIC HEIGHT  -        308.956 (meters)     1013.63  (feet) COMP
 JZ1477  MODELED GRAVITY -    980,051.9   (mgal)                       NAVD 88
 JZ1477
 JZ1477  VERT ORDER      -  SECOND    CLASS 0
 JZ1477
 JZ1477.The horizontal coordinates were scaled from a map and have
 JZ1477.an estimated accuracy of +/- 6 seconds.
 JZ1477
 JZ1477.The orthometric height was determined by differential leveling and
 JZ1477.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1477.in June 1991.
 JZ1477
 JZ1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1477.GEOID18 height accuracy estimate available here.
 JZ1477
 JZ1477.Click photographs - Photos may exist for this station.
 JZ1477
 JZ1477.The dynamic height is computed by dividing the NAVD 88
 JZ1477.geopotential number by the normal gravity value computed on the
 JZ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1477.degrees latitude (g = 980.6199 gals.).
 JZ1477
 JZ1477.The modeled gravity was interpolated from observed gravity values.
 JZ1477
 JZ1477;                    North         East    Units  Estimated Accuracy
 JZ1477;SPC IN E     -   515,520.      147,730.      MT  (+/- 180 meters Scaled)
 JZ1477
 JZ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK617173(NAD 83)
 JZ1477
 JZ1477                          SUPERSEDED SURVEY CONTROL
 JZ1477
 JZ1477  NGVD 29 (??/??/92)  309.271  (m)         1014.67   (f) ADJ UNCH    2 0
 JZ1477
 JZ1477.Superseded values are not recommended for survey control.
 JZ1477
 JZ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1477.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1477
 JZ1477_MARKER: DB = BENCH MARK DISK
 JZ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1477_STAMPING: A 45 1934
 JZ1477_MARK LOGO: CGS
 JZ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1477+STABILITY: SURFACE MOTION
 JZ1477
 JZ1477  HISTORY     - Date     Condition        Report By
 JZ1477  HISTORY     - 1934     MONUMENTED       CGS
 JZ1477  HISTORY     - 1947     GOOD             CGS
 JZ1477
 JZ1477                          STATION DESCRIPTION
 JZ1477
 JZ1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1477'3.1 MI SE FROM HAGERSTOWN.
 JZ1477'ABOUT 3.1 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ1477'THE STATION AT HAGERSTOWN, IN THE NORTHWEST ANGLE OF A PAVED
 JZ1477'ROAD CROSSING, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 25
 JZ1477'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 9.2 FEET WEST OF THE
 JZ1477'END OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 150 YARDS WEST OF
 JZ1477'MILEPOST 87, 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE ABOUT
 JZ1477'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 JZ1477'BELOW CROSSING LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1477'PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1245 ***********************************************************************
 JZ1245  DESIGNATION -  A 46
 JZ1245  PID         -  JZ1245
 JZ1245  STATE/COUNTY-  IN/UNION
 JZ1245  COUNTRY     -  US
 JZ1245  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1245
 JZ1245                         *CURRENT SURVEY CONTROL
 JZ1245  ______________________________________________________________________
 JZ1245* NAD 83(1986) POSITION- 39 34 01.     (N) 084 48 57.     (W)   SCALED
 JZ1245* NAVD 88 ORTHO HEIGHT -   301.234 (meters)      988.30  (feet) ADJUSTED
 JZ1245  ______________________________________________________________________
 JZ1245  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 JZ1245  DYNAMIC HEIGHT  -        301.063 (meters)      987.74  (feet) COMP
 JZ1245  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 JZ1245
 JZ1245  VERT ORDER      -  SECOND    CLASS 0
 JZ1245
 JZ1245.The horizontal coordinates were scaled from a map and have
 JZ1245.an estimated accuracy of +/- 6 seconds.
 JZ1245
 JZ1245.The orthometric height was determined by differential leveling and
 JZ1245.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1245.in June 1991.
 JZ1245
 JZ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1245.GEOID18 height accuracy estimate available here.
 JZ1245
 JZ1245.Click photographs - Photos may exist for this station.
 JZ1245
 JZ1245.The dynamic height is computed by dividing the NAVD 88
 JZ1245.geopotential number by the normal gravity value computed on the
 JZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1245.degrees latitude (g = 980.6199 gals.).
 JZ1245
 JZ1245.The modeled gravity was interpolated from observed gravity values.
 JZ1245
 JZ1245;                    North         East    Units  Estimated Accuracy
 JZ1245;SPC IN E     -   479,780.      173,110.      MT  (+/- 180 meters Scaled)
 JZ1245
 JZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876819(NAD 83)
 JZ1245
 JZ1245                          SUPERSEDED SURVEY CONTROL
 JZ1245
 JZ1245  NGVD 29 (??/??/92)  301.398  (m)          988.84   (f) ADJ UNCH    2 0
 JZ1245
 JZ1245.Superseded values are not recommended for survey control.
 JZ1245
 JZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1245.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1245
 JZ1245_MARKER: DB = BENCH MARK DISK
 JZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1245_STAMPING: A 46 1934
 JZ1245_MARK LOGO: CGS
 JZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1245+STABILITY: SURFACE MOTION
 JZ1245
 JZ1245  HISTORY     - Date     Condition        Report By
 JZ1245  HISTORY     - 1934     MONUMENTED       CGS
 JZ1245
 JZ1245                          STATION DESCRIPTION
 JZ1245
 JZ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1245'AT COLLEGE CORNER.
 JZ1245'AT COLLEGE CORNER, UNION COUNTY, ON THE BALTIMORE AND OHIO
 JZ1245'RAILROAD ONE RAIL WEST OF THE SOUTHWEST CORNER OF THE STATION,
 JZ1245'8 RAILS WEST OF THE INDIANA-OHIO STATE LINE, AT THE NORTH POINT
 JZ1245'OF A TRIANGULAR PARK, 26.1 FEET WEST OF THE WEST RAIL, AND
 JZ1245'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JZ1245'STAMPED A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2710 ***********************************************************************
 JZ2710  DESIGNATION -  A 47 RESET
 JZ2710  PID         -  JZ2710
 JZ2710  STATE/COUNTY-  IN/RUSH
 JZ2710  COUNTRY     -  US
 JZ2710  USGS QUAD   -  RUSHVILLE (2019)
 JZ2710
 JZ2710                         *CURRENT SURVEY CONTROL
 JZ2710  ______________________________________________________________________
 JZ2710* NAD 83(1986) POSITION- 39 36 26.     (N) 085 27 16.     (W)   SCALED
 JZ2710* NAVD 88 ORTHO HEIGHT -   291.71  (+/-2cm)      957.1   (feet) VERTCON3
 JZ2710  ______________________________________________________________________
 JZ2710  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 JZ2710  VERT ORDER      -  THIRD (See Below)
 JZ2710
 JZ2710.The horizontal coordinates were scaled from a map and have
 JZ2710.an estimated accuracy of +/- 6 seconds.
 JZ2710
 JZ2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2710
 JZ2710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2710.GEOID18 height accuracy estimate available here.
 JZ2710
 JZ2710.The vertical order pertains to the NGVD 29 superseded value.
 JZ2710
 JZ2710.Click photographs - Photos may exist for this station.
 JZ2710
 JZ2710;                    North         East    Units  Estimated Accuracy
 JZ2710;SPC IN E     -   483,930.      118,230.      MT  (+/- 180 meters Scaled)
 JZ2710
 JZ2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ326853(NAD 83)
 JZ2710
 JZ2710                          SUPERSEDED SURVEY CONTROL
 JZ2710
 JZ2710  NGVD 29 (08/22/16)  291.84   (m)          957.5    (f) RESET       3  
 JZ2710
 JZ2710.Superseded values are not recommended for survey control.
 JZ2710
 JZ2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2710.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2710
 JZ2710_MARKER: DV = VERTICAL CONTROL DISK
 JZ2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2710_STAMPING: A 47 RESET 1978
 JZ2710_MARK LOGO: NGS
 JZ2710_PROJECTION: FLUSH
 JZ2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2710+STABILITY: SURFACE MOTION
 JZ2710
 JZ2710  HISTORY     - Date     Condition        Report By
 JZ2710  HISTORY     - 1978     MONUMENTED       NGS
 JZ2710
 JZ2710                          STATION DESCRIPTION
 JZ2710
 JZ2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JZ2710'IN RUSHVILLE.
 JZ2710'FROM THE COURTHOUSE IN RUSHVILLE, GO WEST ON FIRST STREET FOR 0.5
 JZ2710'MILE TO MARK ON LEFT, 38 FEET SOUTH OF CENTERLINE OF FIRST STREET,
 JZ2710'16 FEET EAST OF POWER LINE POLE 481 923, 2 FEET WEST OF A TELEPHONE
 JZ2710'POLE, 0.5 FOOT WEST OF A CONCRETE RIGHT-OF-WAY POST.
 JZ2710'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 JZ2710'THE MARK IS 1.0 FT BELOW FIRST STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0599 ***********************************************************************
 JZ0599  DESIGNATION -  A 48
 JZ0599  PID         -  JZ0599
 JZ0599  STATE/COUNTY-  IN/DEARBORN
 JZ0599  COUNTRY     -  US
 JZ0599  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0599
 JZ0599                         *CURRENT SURVEY CONTROL
 JZ0599  ______________________________________________________________________
 JZ0599* NAD 83(1986) POSITION- 39 16 03.     (N) 084 56 50.     (W)   SCALED
 JZ0599* NAVD 88 ORTHO HEIGHT -   295.226 (meters)      968.59  (feet) ADJUSTED
 JZ0599  ______________________________________________________________________
 JZ0599  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ0599  DYNAMIC HEIGHT  -        295.044 (meters)      967.99  (feet) COMP
 JZ0599  MODELED GRAVITY -    980,003.1   (mgal)                       NAVD 88
 JZ0599
 JZ0599  VERT ORDER      -  SECOND    CLASS 0
 JZ0599
 JZ0599.The horizontal coordinates were scaled from a map and have
 JZ0599.an estimated accuracy of +/- 6 seconds.
 JZ0599
 JZ0599.The orthometric height was determined by differential leveling and
 JZ0599.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0599.in June 1991.
 JZ0599
 JZ0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0599.GEOID18 height accuracy estimate available here.
 JZ0599
 JZ0599.Click photographs - Photos may exist for this station.
 JZ0599
 JZ0599.The dynamic height is computed by dividing the NAVD 88
 JZ0599.geopotential number by the normal gravity value computed on the
 JZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0599.degrees latitude (g = 980.6199 gals.).
 JZ0599
 JZ0599.The modeled gravity was interpolated from observed gravity values.
 JZ0599
 JZ0599;                    North         East    Units  Estimated Accuracy
 JZ0599;SPC IN E     -   446,440.      162,090.      MT  (+/- 180 meters Scaled)
 JZ0599
 JZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ770484(NAD 83)
 JZ0599
 JZ0599                          SUPERSEDED SURVEY CONTROL
 JZ0599
 JZ0599  NGVD 29 (??/??/92)  295.419  (m)          969.22   (f) ADJ UNCH    2 0
 JZ0599
 JZ0599.Superseded values are not recommended for survey control.
 JZ0599
 JZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0599.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0599
 JZ0599_MARKER: DB = BENCH MARK DISK
 JZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0599_STAMPING: A 48 1934
 JZ0599_MARK LOGO: CGS
 JZ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0599+STABILITY: SURFACE MOTION
 JZ0599
 JZ0599  HISTORY     - Date     Condition        Report By
 JZ0599  HISTORY     - 1934     MONUMENTED       CGS
 JZ0599  HISTORY     - 1947     GOOD             CGS
 JZ0599
 JZ0599                          STATION DESCRIPTION
 JZ0599
 JZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0599'2.1 MI N FROM DOVER.
 JZ0599'2.1 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0599'DOVER, DEARBORN COUNTY, 196 YARDS SOUTH OF A DRIVEWAY LEADING
 JZ0599'TO THREE ABANDONED FRAME BUILDINGS, 24.6 FEET WEST OF THE
 JZ0599'CENTERLINE OF THE HIGHWAY, 14.4 FEET SOUTHWEST OF THE WEST
 JZ0599'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 4.4 FEET NORTH
 JZ0599'OF A POLE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 JZ0599'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 48 1934
 JZ0599'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2191 ***********************************************************************
 JZ2191  DESIGNATION -  A 49
 JZ2191  PID         -  JZ2191
 JZ2191  STATE/COUNTY-  IN/DECATUR
 JZ2191  COUNTRY     -  US
 JZ2191  USGS QUAD   -  WESTPORT (2019)
 JZ2191
 JZ2191                         *CURRENT SURVEY CONTROL
 JZ2191  ______________________________________________________________________
 JZ2191* NAD 83(1986) POSITION- 39 11 53.0    (N) 085 33 52.5    (W)   HD_HELD2
 JZ2191* NAVD 88 ORTHO HEIGHT -   259.742 (meters)      852.17  (feet) ADJUSTED
 JZ2191  ______________________________________________________________________
 JZ2191  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 JZ2191  DYNAMIC HEIGHT  -        259.577 (meters)      851.63  (feet) COMP
 JZ2191  MODELED GRAVITY -    979,987.8   (mgal)                       NAVD 88
 JZ2191
 JZ2191  VERT ORDER      -  SECOND    CLASS 0
 JZ2191
 JZ2191.The horizontal coordinates were established by autonomous hand held GPS
 JZ2191.observations and have an estimated accuracy of +/- 10 meters.
 JZ2191
 JZ2191.The orthometric height was determined by differential leveling and
 JZ2191.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2191.in June 1991.
 JZ2191
 JZ2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2191.GEOID18 height accuracy estimate available here.
 JZ2191
 JZ2191.Click photographs - Photos may exist for this station.
 JZ2191
 JZ2191.The dynamic height is computed by dividing the NAVD 88
 JZ2191.geopotential number by the normal gravity value computed on the
 JZ2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2191.degrees latitude (g = 980.6199 gals.).
 JZ2191
 JZ2191.The modeled gravity was interpolated from observed gravity values.
 JZ2191
 JZ2191;                    North         East    Units  Estimated Accuracy
 JZ2191;SPC IN E     -   438,488.      108,818.      MT  (+/- 10 meters HH2 GPS)
 JZ2191
 JZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2395039736(NAD 83)
 JZ2191
 JZ2191                          SUPERSEDED SURVEY CONTROL
 JZ2191
 JZ2191  NGVD 29 (??/??/92)  259.858  (m)          852.55   (f) ADJ UNCH    2 0
 JZ2191
 JZ2191.Superseded values are not recommended for survey control.
 JZ2191
 JZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2191.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2191
 JZ2191_MARKER: DB = BENCH MARK DISK
 JZ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2191_STAMPING: A 49 1934
 JZ2191_MARK LOGO: CGS
 JZ2191_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2191+STABILITY: SURFACE MOTION
 JZ2191
 JZ2191  HISTORY     - Date     Condition        Report By
 JZ2191  HISTORY     - 1934     MONUMENTED       CGS
 JZ2191  HISTORY     - 19860730 GOOD             NGS
 JZ2191  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2191
 JZ2191                          STATION DESCRIPTION
 JZ2191
 JZ2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2191'1.4 MI N FROM WESTPORT.
 JZ2191'1.4 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2191'ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, DECATUR COUNTY,
 JZ2191'8-1/2 RAILS SOUTH ACROSS THE TRACK FROM MILEPOST ST. J. 235,
 JZ2191'IN THE NORTHEAST ANGLE OF A GRAVEL-ROAD CROSSING, 23.3 FEET
 JZ2191'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 21.8 FEET EAST OF THE
 JZ2191'EAST RAIL, 8.9 FEET NORTH OF A FENCE CORNER, AND LEVEL WITH THE
 JZ2191'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 49 1934 AND SET
 JZ2191'IN THE TOP OF A CONCRETE POST.
 JZ2191
 JZ2191                          STATION RECOVERY (1986)
 JZ2191
 JZ2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2191'FROM THE CAUTION LIGHT AT THE JUNCTION OF STATE HIGHWAY 3 AND W.
 JZ2191'MAIN STREET AT THE WEST SIDE OF WESTPORT, GO NORTH ON HIGHWAY 3 FOR
 JZ2191'1.7 MILES (2.7 KM) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.6
 JZ2191'MILES (1.0 KM) TO MARK ON LEFT BY A FIELD ENTRANCE ROAD.  23.3 FEET
 JZ2191'(7.1 M) NORTH OF THE CENTER OF ROAD AND 1.0 FOOT (0.3 M) WEST OF A
 JZ2191'WITNESS POST.
 JZ2191
 JZ2191                          STATION RECOVERY (2022)
 JZ2191
 JZ2191'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0683 ***********************************************************************
 KA0683  DESIGNATION -  A 50
 KA0683  PID         -  KA0683
 KA0683  STATE/COUNTY-  IN/BOONE
 KA0683  COUNTRY     -  US
 KA0683  USGS QUAD   -  NEW ROSS (2019)
 KA0683
 KA0683                         *CURRENT SURVEY CONTROL
 KA0683  ______________________________________________________________________
 KA0683* NAD 83(1986) POSITION- 39 57 12.     (N) 086 41 25.     (W)   SCALED
 KA0683* NAVD 88 ORTHO HEIGHT -   275.227 (meters)      902.97  (feet) ADJUSTED
 KA0683  ______________________________________________________________________
 KA0683  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 KA0683  DYNAMIC HEIGHT  -        275.078 (meters)      902.49  (feet) COMP
 KA0683  MODELED GRAVITY -    980,076.5   (mgal)                       NAVD 88
 KA0683
 KA0683  VERT ORDER      -  SECOND    CLASS 0
 KA0683
 KA0683.The horizontal coordinates were scaled from a map and have
 KA0683.an estimated accuracy of +/- 6 seconds.
 KA0683
 KA0683.The orthometric height was determined by differential leveling and
 KA0683.adjusted by the NATIONAL GEODETIC SURVEY
 KA0683.in June 1991.
 KA0683
 KA0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0683.GEOID18 height accuracy estimate available here.
 KA0683
 KA0683.Click photographs - Photos may exist for this station.
 KA0683
 KA0683.The dynamic height is computed by dividing the NAVD 88
 KA0683.geopotential number by the normal gravity value computed on the
 KA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0683.degrees latitude (g = 980.6199 gals.).
 KA0683
 KA0683.The modeled gravity was interpolated from observed gravity values.
 KA0683
 KA0683;                    North         East    Units  Estimated Accuracy
 KA0683;SPC IN W     -   522,410.      933,590.      MT  (+/- 180 meters Scaled)
 KA0683
 KA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK264226(NAD 83)
 KA0683
 KA0683                          SUPERSEDED SURVEY CONTROL
 KA0683
 KA0683  NGVD 29 (??/??/92)  275.324  (m)          903.29   (f) ADJ UNCH    2 0
 KA0683
 KA0683.Superseded values are not recommended for survey control.
 KA0683
 KA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0683.See file dsdata.pdf to determine how the superseded data were derived.
 KA0683
 KA0683_MARKER: DB = BENCH MARK DISK
 KA0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0683_STAMPING: A 50 1934
 KA0683_MARK LOGO: CGS
 KA0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0683+STABILITY: SURFACE MOTION
 KA0683
 KA0683  HISTORY     - Date     Condition        Report By
 KA0683  HISTORY     - 1934     MONUMENTED       CGS
 KA0683
 KA0683                          STATION DESCRIPTION
 KA0683
 KA0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0683'3.6 MI NW FROM JAMESTOWN.
 KA0683'3.6 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0683'STATION AT JAMESTOWN, BOONE COUNTY, 1.5 MILES SOUTHEAST OF NEW
 KA0683'ROSS, 5 YARDS SOUTH OF POLE 31+16, ABOUT 150 YARDS SOUTH OF A
 KA0683'CEMENT SILO, AT A RED BRICK-ROAD CROSSING, 12 YARDS SOUTHEAST
 KA0683'OF THE CENTERLINE OF THE BRICK ROAD, 8 YARDS SOUTHWEST OF THE
 KA0683'SOUTHWEST RAIL, 6 YARDS SOUTHEAST OF A FENCE CORNER, AND ABOUT
 KA0683'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 50
 KA0683'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1544 ***********************************************************************
 KA1544  DESIGNATION -  A 51
 KA1544  PID         -  KA1544
 KA1544  STATE/COUNTY-  IN/VERMILLION
 KA1544  COUNTRY     -  US
 KA1544  USGS QUAD   -  DANA (2019)
 KA1544
 KA1544                         *CURRENT SURVEY CONTROL
 KA1544  ______________________________________________________________________
 KA1544* NAD 83(1986) POSITION- 39 49 01.     (N) 087 23 14.     (W)   SCALED
 KA1544* NAVD 88 ORTHO HEIGHT -   150.625 (meters)      494.18  (feet) ADJUSTED
 KA1544  ______________________________________________________________________
 KA1544  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KA1544  DYNAMIC HEIGHT  -        150.543 (meters)      493.91  (feet) COMP
 KA1544  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 KA1544
 KA1544  VERT ORDER      -  SECOND    CLASS 0
 KA1544
 KA1544.The horizontal coordinates were scaled from a map and have
 KA1544.an estimated accuracy of +/- 6 seconds.
 KA1544
 KA1544.The orthometric height was determined by differential leveling and
 KA1544.adjusted by the NATIONAL GEODETIC SURVEY
 KA1544.in June 1991.
 KA1544
 KA1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1544.GEOID18 height accuracy estimate available here.
 KA1544
 KA1544.Click photographs - Photos may exist for this station.
 KA1544
 KA1544.The dynamic height is computed by dividing the NAVD 88
 KA1544.geopotential number by the normal gravity value computed on the
 KA1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1544.degrees latitude (g = 980.6199 gals.).
 KA1544
 KA1544.The modeled gravity was interpolated from observed gravity values.
 KA1544
 KA1544;                    North         East    Units  Estimated Accuracy
 KA1544;SPC IN W     -   507,240.      873,980.      MT  (+/- 180 meters Scaled)
 KA1544
 KA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK668075(NAD 83)
 KA1544
 KA1544                          SUPERSEDED SURVEY CONTROL
 KA1544
 KA1544  NGVD 29 (??/??/92)  150.72   (m)          494.5    (f) COMPUTED    2 0
 KA1544
 KA1544.Superseded values are not recommended for survey control.
 KA1544
 KA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1544.See file dsdata.pdf to determine how the superseded data were derived.
 KA1544
 KA1544_MARKER: DB = BENCH MARK DISK
 KA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1544_STAMPING: A 51 1934
 KA1544_MARK LOGO: CGS
 KA1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1544+STABILITY: SURFACE MOTION
 KA1544
 KA1544  HISTORY     - Date     Condition        Report By
 KA1544  HISTORY     - 1934     MONUMENTED       CGS
 KA1544  HISTORY     - 1961     MARK NOT FOUND   CGS
 KA1544
 KA1544                          STATION DESCRIPTION
 KA1544
 KA1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KA1544'1.5 MI N FROM MONTEZUMA.
 KA1544'1.5 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1544'FROM THE STATION AT MONTEZUMA, VERMILLION COUNTY, 0.2 MILE NORTH
 KA1544'OF MILEPOST 152, 2 POLES SOUTH OF POLE 151/30, 50 YARDS WEST OF
 KA1544'WABASH RIVER, 25 YARDS WEST OF A BOX-CAR SHAPED HOME, AND ABOUT
 KA1544'4 YARDS EAST OF THE EAST RAIL OF THE EAST TRACK.  A STANDARD
 KA1544'DISK, STAMPED A 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA1544'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0431 ***********************************************************************
 KA0431  DESIGNATION -  A 52
 KA0431  PID         -  KA0431
 KA0431  STATE/COUNTY-  IN/OWEN
 KA0431  COUNTRY     -  US
 KA0431  USGS QUAD   -  GOSPORT (2019)
 KA0431
 KA0431                         *CURRENT SURVEY CONTROL
 KA0431  ______________________________________________________________________
 KA0431* NAD 83(1986) POSITION- 39 21 34.     (N) 086 39 31.     (W)   SCALED
 KA0431* NAVD 88 ORTHO HEIGHT -   174.153 (meters)      571.37  (feet) ADJUSTED
 KA0431  ______________________________________________________________________
 KA0431  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 KA0431  DYNAMIC HEIGHT  -        174.052 (meters)      571.04  (feet) COMP
 KA0431  MODELED GRAVITY -    980,042.1   (mgal)                       NAVD 88
 KA0431
 KA0431  VERT ORDER      -  SECOND    CLASS 0
 KA0431
 KA0431.The horizontal coordinates were scaled from a map and have
 KA0431.an estimated accuracy of +/- 6 seconds.
 KA0431
 KA0431.The orthometric height was determined by differential leveling and
 KA0431.adjusted by the NATIONAL GEODETIC SURVEY
 KA0431.in June 1991.
 KA0431
 KA0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0431.GEOID18 height accuracy estimate available here.
 KA0431
 KA0431.Click photographs - Photos may exist for this station.
 KA0431
 KA0431.The dynamic height is computed by dividing the NAVD 88
 KA0431.geopotential number by the normal gravity value computed on the
 KA0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0431.degrees latitude (g = 980.6199 gals.).
 KA0431
 KA0431.The modeled gravity was interpolated from observed gravity values.
 KA0431
 KA0431;                    North         East    Units  Estimated Accuracy
 KA0431;SPC IN W     -   456,490.      936,600.      MT  (+/- 180 meters Scaled)
 KA0431
 KA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ294567(NAD 83)
 KA0431
 KA0431                          SUPERSEDED SURVEY CONTROL
 KA0431
 KA0431  NGVD 29 (??/??/92)  174.280  (m)          571.78   (f) ADJ UNCH    2 0
 KA0431
 KA0431.Superseded values are not recommended for survey control.
 KA0431
 KA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0431.See file dsdata.pdf to determine how the superseded data were derived.
 KA0431
 KA0431_MARKER: DB = BENCH MARK DISK
 KA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0431_STAMPING: A 52 1934
 KA0431_MARK LOGO: CGS
 KA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0431+STABILITY: SURFACE MOTION
 KA0431
 KA0431  HISTORY     - Date     Condition        Report By
 KA0431  HISTORY     - 1934     MONUMENTED       CGS
 KA0431  HISTORY     - 1946     GOOD             CGS
 KA0431
 KA0431                          STATION DESCRIPTION
 KA0431
 KA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0431'0.7 MI N FROM GOSPORT.
 KA0431'0.7 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0431'RAILWAY FROM THE STATION AT GOSPORT, OWEN COUNTY, 95 YARDS SOUTH
 KA0431'OF AN OVERPASS IN THE SOUTH ANGLE OF THE CROSSING OF THE
 KA0431'PENNSYLVANIA RAILROAD, 65 YARDS SOUTH OF THE CENTER OF THE
 KA0431'CROSSING, 3 RAILS SOUTH OF A C.I. AND L. RY. SIGNAL TOWER, 15
 KA0431'FEET EAST OF THE EAST RAIL OF THE P.R.R. TRACK, AND 15 FEET
 KA0431'WEST OF THE WEST RAIL OF THE C.I. AND L. RY. TRACK.  A STANDARD
 KA0431'DISK, STAMPED A 52 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0431'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0431'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0320 ***********************************************************************
 KA0320  DESIGNATION -  A 53 X
 KA0320  PID         -  KA0320
 KA0320  STATE/COUNTY-  IN/MONROE
 KA0320  COUNTRY     -  US
 KA0320  USGS QUAD   -  UNIONVILLE (2019)
 KA0320
 KA0320                         *CURRENT SURVEY CONTROL
 KA0320  ______________________________________________________________________
 KA0320* NAD 83(1986) POSITION- 39 09 48.0    (N) 086 26 35.9    (W)   HD_HELD2
 KA0320* NAVD 88 ORTHO HEIGHT -   250.950 (meters)      823.33  (feet) ADJUSTED
 KA0320  ______________________________________________________________________
 KA0320  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 KA0320  DYNAMIC HEIGHT  -        250.797 (meters)      822.82  (feet) COMP
 KA0320  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 KA0320
 KA0320  VERT ORDER      -  SECOND    CLASS 0
 KA0320
 KA0320.The horizontal coordinates were established by autonomous hand held GPS
 KA0320.observations and have an estimated accuracy of +/- 10 meters.
 KA0320
 KA0320.The orthometric height was determined by differential leveling and
 KA0320.adjusted by the NATIONAL GEODETIC SURVEY
 KA0320.in June 1991.
 KA0320
 KA0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0320.GEOID18 height accuracy estimate available here.
 KA0320
 KA0320.Click photographs - Photos may exist for this station.
 KA0320
 KA0320.The dynamic height is computed by dividing the NAVD 88
 KA0320.geopotential number by the normal gravity value computed on the
 KA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0320.degrees latitude (g = 980.6199 gals.).
 KA0320
 KA0320.The modeled gravity was interpolated from observed gravity values.
 KA0320
 KA0320;                    North         East    Units  Estimated Accuracy
 KA0320;SPC IN W     -   434,824.      955,314.      MT  (+/- 10 meters HH2 GPS)
 KA0320
 KA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4809435049(NAD 83)
 KA0320
 KA0320                          SUPERSEDED SURVEY CONTROL
 KA0320
 KA0320  NGVD 29 (??/??/92)  251.067  (m)          823.71   (f) ADJ UNCH    2 0
 KA0320
 KA0320.Superseded values are not recommended for survey control.
 KA0320
 KA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0320.See file dsdata.pdf to determine how the superseded data were derived.
 KA0320
 KA0320_MARKER: DB = BENCH MARK DISK
 KA0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0320_STAMPING: A 53 X
 KA0320_MARK LOGO: CGS
 KA0320_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0320+STABILITY: SURFACE MOTION
 KA0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0320+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2013
 KA0320
 KA0320  HISTORY     - Date     Condition        Report By
 KA0320  HISTORY     - 1934     MONUMENTED       CGS
 KA0320  HISTORY     - 1966     GOOD             CGS
 KA0320  HISTORY     - 20031213 GOOD             GEOCAC
 KA0320  HISTORY     - 20130715 GOOD             INDOT
 KA0320
 KA0320                          STATION DESCRIPTION
 KA0320
 KA0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0320'5 MI E FROM BLOOMINGTON.
 KA0320'5.0 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CITY HALL AT
 KA0320'BLOOMINGTON, MONROE COUNTY, 85 YARDS EAST OF THE DILLON DECKARD
 KA0320'LOG CABIN, 80 YARDS SOUTHEAST OF THE LOG CABIN SERVICE STATION,
 KA0320'10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE FENCE IN
 KA0320'FRONT OF THE TILLIE DECKARD HOUSE, AND ABOUT 6 FEET HIGHER THAN
 KA0320'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 53 X 1934 AND SET IN THE
 KA0320'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 KA0320
 KA0320                          STATION RECOVERY (2003)
 KA0320
 KA0320'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0320'MARKED AS A53X.
 KA0320
 KA0320                          STATION RECOVERY (2013)
 KA0320
 KA0320'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 KA0320'UPDATED MONUMENT MEASUREMENTS.
 KA0320'
 KA0320'THE STATION IS 8 FT (2.4 M) NORTHWEST OF A 6 INCH (15 CM) SPRUCE TREE,
 KA0320'40 FT (12.2 M) SOUTH OF STATE ROUTE 46, 25 FT (7.6 M) WEST OF THE
 KA0320'SOUTHERN COMFORT BED AND BREAKFAST SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1025 ***********************************************************************
 DQ1025  DESIGNATION -  A 53 X RESET
 DQ1025  PID         -  DQ1025
 DQ1025  STATE/COUNTY-  IN/MONROE
 DQ1025  COUNTRY     -  US
 DQ1025  USGS QUAD   -  UNIONVILLE (2019)
 DQ1025
 DQ1025                         *CURRENT SURVEY CONTROL
 DQ1025  ______________________________________________________________________
 DQ1025* NAD 83(2011) POSITION- 39 09 48.35226(N) 086 26 33.38876(W)   ADJUSTED
 DQ1025* NAD 83(2011) ELLIP HT-   215.068 (meters)        (05/29/16)   ADJUSTED
 DQ1025* NAD 83(2011) EPOCH   -  2010.00
 DQ1025* NAVD 88 ORTHO HEIGHT -   248.23  (meters)      814.4   (feet) RESET
 DQ1025  ______________________________________________________________________
 DQ1025  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 DQ1025  NAD 83(2011) X  -    307,266.745 (meters)                     COMP
 DQ1025  NAD 83(2011) Y  - -4,942,513.944 (meters)                     COMP
 DQ1025  NAD 83(2011) Z  -  4,006,536.803 (meters)                     COMP
 DQ1025  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DQ1025  VERT ORDER      -  THIRD
 DQ1025
 DQ1025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1025  Standards:
 DQ1025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1025  -------------------------------------------------------------------
 DQ1025  NETWORK    0.72   1.53           0.33   0.24   0.78      0.05771966
 DQ1025  -------------------------------------------------------------------
 DQ1025  Click here for local accuracies and other accuracy information.
 DQ1025
 DQ1025.The horizontal coordinates were established by GPS observations
 DQ1025.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1025
 DQ1025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1025.been affixed to the stable North American tectonic plate. See 
 DQ1025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1025
 DQ1025.The horizontal coordinates are valid at the epoch date displayed above
 DQ1025.which is a decimal equivalence of Year/Month/Day.
 DQ1025
 DQ1025.The orthometric height was computed from unverified reset data.
 DQ1025
 DQ1025.No vertical observational check was made to the station.
 DQ1025
 DQ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1025.GEOID18 height accuracy estimate available here.
 DQ1025
 DQ1025.Click photographs - Photos may exist for this station.
 DQ1025
 DQ1025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1025
 DQ1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1025
 DQ1025.The ellipsoidal height was determined by GPS observations
 DQ1025.and is referenced to NAD 83.
 DQ1025
 DQ1025. The following values were computed from the NAD 83(2011) position.
 DQ1025
 DQ1025;                    North         East     Units Scale Factor Converg.
 DQ1025;SPC IN W     -   434,834.873   955,374.212   MT  1.00000441   +0 24 16.7
 DQ1025;SPC IN W     - 1,426,620.75  3,134,423.56   sFT  1.00000441   +0 24 16.7
 DQ1025;UTM  16      - 4,335,060.900   548,154.476   MT  0.99962855   +0 21 07.3
 DQ1025
 DQ1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1025!SPC IN W     -   0.99996626  x   1.00000441  =   0.99997067
 DQ1025!UTM  16      -   0.99996626  x   0.99962855  =   0.99959482
 DQ1025
 DQ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4815435060(NAD 83)
 DQ1025
 DQ1025                          SUPERSEDED SURVEY CONTROL
 DQ1025
 DQ1025.No superseded survey control is available for this station.
 DQ1025
 DQ1025_MARKER: F = FLANGE-ENCASED ROD
 DQ1025_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ1025+WITH SETTING: INFORMATION.
 DQ1025_STAMPING: A 53 X RESET 2014
 DQ1025_MARK LOGO: NONE
 DQ1025_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1025_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1025+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2015
 DQ1025_ROD/PIPE-DEPTH: 2.4 meters
 DQ1025_SLEEVE-DEPTH  : 0.9 meters
 DQ1025
 DQ1025  HISTORY     - Date     Condition        Report By
 DQ1025  HISTORY     - 20141003 MONUMENTED       BFSINC
 DQ1025  HISTORY     - 20150216 GOOD             INDOT
 DQ1025
 DQ1025                          STATION DESCRIPTION
 DQ1025
 DQ1025'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1025'THE STATION IS LOCATED 4.5 MI (7.2 KM) EAST OF BLOOMINGTON, 5.2 MI
 DQ1025'(8.4 KM) WEST OF BELMONT, 3.5 MI (5.6 KM) SOUTH OF NEW UNIONVILLE.
 DQ1025'
 DQ1025'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 46 AND STATE
 DQ1025'ROUTE 446 TRAVEL EAST 1.67 MI (2.7 KM) ON STATE ROUTE 46 TO MONUMENT
 DQ1025'LOCATION ON THE NORTH SIDE OF THE ROADWAY.
 DQ1025'
 DQ1025'THE STATION LIES APPROXIMATELY 34 FT (10.4 M) NORTH OF THE CENTERLINE
 DQ1025'OF STATE ROUTE 46, 80 FT (24.4 M) EAST-SOUTHEAST FROM A POWER POLE
 DQ1025'LOCATED NEAR THE NORTHWEST CORNER OF THE INTERSECTION OF STATE ROUTE
 DQ1025'46 AND A PRIVATE GRAVEL DRIVE (AKA EAST TRAILWAYS ROAD), 94.6 FT (28.8
 DQ1025'M) SOUTHEAST FROM A POWER POLE LOCATED WEST OF SAID GRAVEL DRIVE AND 1
 DQ1025'POLE NORTH OF THE PRIOR REFERENCED POWER POLE AND 85 FT (25.9 M) WEST
 DQ1025'FROM THE FIRST POWER POLE ON EAST OF THE NORTHEAST CORNER OF SAID
 DQ1025'INTERSECTION OF STATE ROUTE 46 AND A PRIVATE GRAVEL DRIVE (AKA EAST
 DQ1025'TRAILWAYS ROAD).
 DQ1025'
 DQ1025'NOTES--(1) MONUMENT IS AN 8 FT (2.4 M) BY 9/16 INCH STAINLESS STEEL
 DQ1025'ROD WITHIN A 3 FT (0.9 M) GREASED SLEEVE AND TIPPED WITH AT STAINLESS
 DQ1025'STEEL DRIVE POINT, DRIVEN TO REFUSAL.  LOGO CAP.  3) A 53 X IS NOT
 DQ1025'SCHEDULED TO BE REMOVED.  A 53 X RESET WAS ESTABLISHED TO FACILITATE
 DQ1025'CLEAR-SKY GPS OBSERVATIONS.
 DQ1025
 DQ1025                          STATION RECOVERY (2015)
 DQ1025
 DQ1025'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (SM)
 DQ1025'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0096 ***********************************************************************
 JA0096  DESIGNATION -  A 55
 JA0096  PID         -  JA0096
 JA0096  STATE/COUNTY-  IN/ORANGE
 JA0096  COUNTRY     -  US
 JA0096  USGS QUAD   -  PAOLI (2019)
 JA0096
 JA0096                         *CURRENT SURVEY CONTROL
 JA0096  ______________________________________________________________________
 JA0096* NAD 83(1986) POSITION- 38 33 14.     (N) 086 28 10.     (W)   SCALED
 JA0096* NAVD 88 ORTHO HEIGHT -   176.849 (meters)      580.21  (feet) ADJUSTED
 JA0096  ______________________________________________________________________
 JA0096  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JA0096  DYNAMIC HEIGHT  -        176.727 (meters)      579.81  (feet) COMP
 JA0096  MODELED GRAVITY -    979,938.7   (mgal)                       NAVD 88
 JA0096
 JA0096  VERT ORDER      -  SECOND    CLASS 0
 JA0096
 JA0096.The horizontal coordinates were scaled from a map and have
 JA0096.an estimated accuracy of +/- 6 seconds.
 JA0096
 JA0096.The orthometric height was determined by differential leveling and
 JA0096.adjusted by the NATIONAL GEODETIC SURVEY
 JA0096.in June 1991.
 JA0096
 JA0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0096.GEOID18 height accuracy estimate available here.
 JA0096
 JA0096.Click photographs - Photos may exist for this station.
 JA0096
 JA0096.The dynamic height is computed by dividing the NAVD 88
 JA0096.geopotential number by the normal gravity value computed on the
 JA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0096.degrees latitude (g = 980.6199 gals.).
 JA0096
 JA0096.The modeled gravity was interpolated from observed gravity values.
 JA0096
 JA0096;                    North         East    Units  Estimated Accuracy
 JA0096;SPC IN W     -   367,150.      953,510.      MT  (+/- 180 meters Scaled)
 JA0096
 JA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462674(NAD 83)
 JA0096
 JA0096                          SUPERSEDED SURVEY CONTROL
 JA0096
 JA0096  NGVD 29 (??/??/92)  176.95   (m)          580.5    (f) COMPUTED    2 0
 JA0096
 JA0096.Superseded values are not recommended for survey control.
 JA0096
 JA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0096.See file dsdata.pdf to determine how the superseded data were derived.
 JA0096
 JA0096_MARKER: DB = BENCH MARK DISK
 JA0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0096_STAMPING: A 55 1934
 JA0096_MARK LOGO: CGS
 JA0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0096+STABILITY: SURFACE MOTION
 JA0096
 JA0096  HISTORY     - Date     Condition        Report By
 JA0096  HISTORY     - 1934     MONUMENTED       CGS
 JA0096  HISTORY     - 1967     MARK NOT FOUND   CGS
 JA0096
 JA0096                          STATION DESCRIPTION
 JA0096
 JA0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0096'0.2 MI S FROM PAOLI.
 JA0096'0.2 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0096'RAILWAY FROM THE COUNTY COURTHOUSE AT PAOLI, ORANGE COUNTY, ON
 JA0096'STATE HIGHWAY 37, 25 YARDS EAST OF A CREEK, 75 FEET SOUTH OF THE
 JA0096'SOUTHEAST CORNER OF THE C.B. WILSON BUNGALOW IN 1935, 24.7 FEET
 JA0096'EAST OF THE CENTERLINE OF THE HIGHWAY, 23.7 FEET NORTH OF THE
 JA0096'NORTHWEST CORNER OF A BROWN TILE GARAGE, AND LEVEL WITH THE
 JA0096'HIGHWAY.  A STANDARD DISK, STAMPED A 55 1934 AND SET IN THE TOP
 JA0096'OF A CONCRETE POST.
 JA0096
 JA0096                          STATION RECOVERY (1967)
 JA0096
 JA0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1382 ***********************************************************************
 HZ1382  DESIGNATION -  A 60
 HZ1382  PID         -  HZ1382
 HZ1382  STATE/COUNTY-  IN/CLARK
 HZ1382  COUNTRY     -  US
 HZ1382  USGS QUAD   -  SPEED (2019)
 HZ1382
 HZ1382                         *CURRENT SURVEY CONTROL
 HZ1382  ______________________________________________________________________
 HZ1382* NAD 83(1986) POSITION- 38 28 47.34   (N) 085 45 43.99   (W)   HD_HELD1
 HZ1382* NAVD 88 ORTHO HEIGHT -   145.132 (meters)      476.15  (feet) ADJUSTED
 HZ1382  ______________________________________________________________________
 HZ1382  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 HZ1382  DYNAMIC HEIGHT  -        145.036 (meters)      475.84  (feet) COMP
 HZ1382  MODELED GRAVITY -    979,965.7   (mgal)                       NAVD 88
 HZ1382
 HZ1382  VERT ORDER      -  SECOND    CLASS 0
 HZ1382
 HZ1382.The horizontal coordinates were determined by differentially corrected
 HZ1382.hand held GPS observations or other comparable positioning techniques
 HZ1382.and have an estimated accuracy of +/- 3 meters.
 HZ1382
 HZ1382.The orthometric height was determined by differential leveling and
 HZ1382.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1382.in June 1991.
 HZ1382
 HZ1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1382.GEOID18 height accuracy estimate available here.
 HZ1382
 HZ1382.Click photographs - Photos may exist for this station.
 HZ1382
 HZ1382.The dynamic height is computed by dividing the NAVD 88
 HZ1382.geopotential number by the normal gravity value computed on the
 HZ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1382.degrees latitude (g = 980.6199 gals.).
 HZ1382
 HZ1382.The modeled gravity was interpolated from observed gravity values.
 HZ1382
 HZ1382;                    North         East    Units  Estimated Accuracy
 HZ1382;SPC IN E     -   358,756.7      91,662.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1382
 HZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0796359779(NAD 83)
 HZ1382
 HZ1382                          SUPERSEDED SURVEY CONTROL
 HZ1382
 HZ1382  NGVD 29 (??/??/92)  145.272  (m)          476.61   (f) ADJ UNCH    2 0
 HZ1382
 HZ1382.Superseded values are not recommended for survey control.
 HZ1382
 HZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1382.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1382
 HZ1382_MARKER: DB = BENCH MARK DISK
 HZ1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1382_SP_SET: ABUTMENT
 HZ1382_STAMPING: A 60 1934
 HZ1382_MARK LOGO: CGS
 HZ1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1382
 HZ1382  HISTORY     - Date     Condition        Report By
 HZ1382  HISTORY     - 1934     MONUMENTED       CGS
 HZ1382
 HZ1382                          STATION DESCRIPTION
 HZ1382
 HZ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1382'AT MEMPHIS.
 HZ1382'AT MEMPHIS, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD, 75 FEET
 HZ1382'EAST OF THE CENTERLINE OF U.S. HIGHWAY 31 E, 29 FEET EAST OF THE
 HZ1382'CENTERLINE OF A DIRT ROAD, 11.8 FEET WEST OF THE WEST RAIL, AT
 HZ1382'BRIDGE NO. 93/53, IN THE TOP OF THE THIRD STEP FROM THE BOTTOM
 HZ1382'AT THE WEST END OF THE SOUTH ABUTMENT, 9.5 FEET SOUTH OF THE NORTH
 HZ1382'EDGE OF THE STEP, 9 FEET EAST OF THE WEST EDGE, AND 4.5 FEET LOWER
 HZ1382'THAN THE TRACK.  A STANDARD DISK, STAMPED A 60 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0088 ***********************************************************************
 KA0088  DESIGNATION -  A 61
 KA0088  PID         -  KA0088
 KA0088  STATE/COUNTY-  IN/HENDRICKS
 KA0088  COUNTRY     -  US
 KA0088  USGS QUAD   -  BROWNSBURG (2019)
 KA0088
 KA0088                         *CURRENT SURVEY CONTROL
 KA0088  ______________________________________________________________________
 KA0088* NAD 83(1986) POSITION- 39 45 22.     (N) 086 29 12.     (W)   SCALED
 KA0088* NAVD 88 ORTHO HEIGHT -   273.521 (meters)      897.38  (feet) ADJUSTED
 KA0088  ______________________________________________________________________
 KA0088  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 KA0088  DYNAMIC HEIGHT  -        273.372 (meters)      896.89  (feet) COMP
 KA0088  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 KA0088
 KA0088  VERT ORDER      -  FIRST     CLASS II
 KA0088
 KA0088.The horizontal coordinates were scaled from a map and have
 KA0088.an estimated accuracy of +/- 6 seconds.
 KA0088
 KA0088.The orthometric height was determined by differential leveling and
 KA0088.adjusted by the NATIONAL GEODETIC SURVEY
 KA0088.in June 1991.
 KA0088
 KA0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0088.GEOID18 height accuracy estimate available here.
 KA0088
 KA0088.Click photographs - Photos may exist for this station.
 KA0088
 KA0088.The dynamic height is computed by dividing the NAVD 88
 KA0088.geopotential number by the normal gravity value computed on the
 KA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0088.degrees latitude (g = 980.6199 gals.).
 KA0088
 KA0088.The modeled gravity was interpolated from observed gravity values.
 KA0088
 KA0088;                    North         East    Units  Estimated Accuracy
 KA0088;SPC IN W     -   500,610.      951,130.      MT  (+/- 180 meters Scaled)
 KA0088
 KA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK439008(NAD 83)
 KA0088
 KA0088                          SUPERSEDED SURVEY CONTROL
 KA0088
 KA0088  NGVD 29 (??/??/92)  273.632  (m)          897.74   (f) ADJ UNCH    1 2
 KA0088
 KA0088.Superseded values are not recommended for survey control.
 KA0088
 KA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0088.See file dsdata.pdf to determine how the superseded data were derived.
 KA0088
 KA0088_MARKER: DB = BENCH MARK DISK
 KA0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0088_STAMPING: A 61 1946
 KA0088_MARK LOGO: CGS
 KA0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0088+STABILITY: SURFACE MOTION
 KA0088
 KA0088  HISTORY     - Date     Condition        Report By
 KA0088  HISTORY     - 1946     MONUMENTED       CGS
 KA0088  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0088
 KA0088                          STATION DESCRIPTION
 KA0088
 KA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0088'2 MI E FROM DANVILLE.
 KA0088'ABOUT 2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0088'THE STATION AT DANVILLE, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 KA0088'38 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 20
 KA0088'FEET WEST OF THE CENTER LINE OF THE ROAD, 55 FEET EAST OF POLE
 KA0088'NUMBER 17/24, 4 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET
 KA0088'WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN
 KA0088'TRACK LEVEL.  A STANDARD DISK, STAMPED A 61 1946 AND SET IN
 KA0088'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 KA0088
 KA0088                          STATION RECOVERY (1985)
 KA0088
 KA0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0088'THE MONUMENT WAS FOUND ON TOP OF THE GROUND WITH THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0609 ***********************************************************************
 KA0609  DESIGNATION -  A 62
 KA0609  PID         -  KA0609
 KA0609  STATE/COUNTY-  IN/PUTNAM
 KA0609  COUNTRY     -  US
 KA0609  USGS QUAD   -  CLOVERDALE (2019)
 KA0609
 KA0609                         *CURRENT SURVEY CONTROL
 KA0609  ______________________________________________________________________
 KA0609* NAD 83(1986) POSITION- 39 35 28.     (N) 086 52 09.     (W)   SCALED
 KA0609* NAVD 88 ORTHO HEIGHT -   224.261 (meters)      735.76  (feet) ADJUSTED
 KA0609  ______________________________________________________________________
 KA0609  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 KA0609  DYNAMIC HEIGHT  -        224.134 (meters)      735.35  (feet) COMP
 KA0609  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 KA0609
 KA0609  VERT ORDER      -  SECOND    CLASS 0
 KA0609
 KA0609.The horizontal coordinates were scaled from a map and have
 KA0609.an estimated accuracy of +/- 6 seconds.
 KA0609
 KA0609.The orthometric height was determined by differential leveling and
 KA0609.adjusted by the NATIONAL GEODETIC SURVEY
 KA0609.in June 1991.
 KA0609
 KA0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0609.GEOID18 height accuracy estimate available here.
 KA0609
 KA0609.Click photographs - Photos may exist for this station.
 KA0609
 KA0609.The dynamic height is computed by dividing the NAVD 88
 KA0609.geopotential number by the normal gravity value computed on the
 KA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0609.degrees latitude (g = 980.6199 gals.).
 KA0609
 KA0609.The modeled gravity was interpolated from observed gravity values.
 KA0609
 KA0609;                    North         East    Units  Estimated Accuracy
 KA0609;SPC IN W     -   482,140.      918,400.      MT  (+/- 180 meters Scaled)
 KA0609
 KA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112823(NAD 83)
 KA0609
 KA0609                          SUPERSEDED SURVEY CONTROL
 KA0609
 KA0609  NGVD 29 (??/??/92)  224.376  (m)          736.14   (f) ADJ UNCH    2 0
 KA0609
 KA0609.Superseded values are not recommended for survey control.
 KA0609
 KA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0609.See file dsdata.pdf to determine how the superseded data were derived.
 KA0609
 KA0609_MARKER: DB = BENCH MARK DISK
 KA0609_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0609+WITH SETTING: PAVEMENT
 KA0609_SP_SET: SEMAPHORE BASE
 KA0609_STAMPING: A 62 1946
 KA0609_MARK LOGO: CGS
 KA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0609+STABILITY: SURFACE MOTION
 KA0609
 KA0609  HISTORY     - Date     Condition        Report By
 KA0609  HISTORY     - 1946     MONUMENTED       CGS
 KA0609
 KA0609                          STATION DESCRIPTION
 KA0609
 KA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0609'1 MI N FROM PUTNAMVILLE.
 KA0609'1.05 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0609'RAILROAD FROM THE STATION AT PUTNAMVILLE, 8 RAILS NORTH OF MILE
 KA0609'POST 182, 44 FEET SOUTH OF THE CROSSING OF A TELEPHONE CABLE
 KA0609'LINE, AT A POINT WHERE A BLACK TOP ROAD RUNNING PARALLEL TO THE
 KA0609'TRACK TURNS SHARP TO THE WEST LEAVING THE TRACK, SET IN THE
 KA0609'NORTHEAST CORNER OF THE CONCRETE BASE OF AN ABANDONED SEMAPHORE
 KA0609'TOWER, 10 FEET WEST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF
 KA0609'THE TRACK.  A STANDARD DISK, STAMPED A 62 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0060 ***********************************************************************
 KA0060  DESIGNATION -  A 63
 KA0060  PID         -  KA0060
 KA0060  STATE/COUNTY-  IN/HENDRICKS
 KA0060  COUNTRY     -  US
 KA0060  USGS QUAD   -  PLAINFIELD (2019)
 KA0060
 KA0060                         *CURRENT SURVEY CONTROL
 KA0060  ______________________________________________________________________
 KA0060* NAD 83(1986) POSITION- 39 41 50.     (N) 086 25 04.     (W)   SCALED
 KA0060* NAVD 88 ORTHO HEIGHT -   234.904 (meters)      770.68  (feet) ADJUSTED
 KA0060  ______________________________________________________________________
 KA0060  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 KA0060  DYNAMIC HEIGHT  -        234.777 (meters)      770.26  (feet) COMP
 KA0060  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 KA0060
 KA0060  VERT ORDER      -  SECOND    CLASS 0
 KA0060
 KA0060.The horizontal coordinates were scaled from a map and have
 KA0060.an estimated accuracy of +/- 6 seconds.
 KA0060
 KA0060.The orthometric height was determined by differential leveling and
 KA0060.adjusted by the NATIONAL GEODETIC SURVEY
 KA0060.in June 1991.
 KA0060
 KA0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0060.GEOID18 height accuracy estimate available here.
 KA0060
 KA0060.Click photographs - Photos may exist for this station.
 KA0060
 KA0060.The dynamic height is computed by dividing the NAVD 88
 KA0060.geopotential number by the normal gravity value computed on the
 KA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0060.degrees latitude (g = 980.6199 gals.).
 KA0060
 KA0060.The modeled gravity was interpolated from observed gravity values.
 KA0060
 KA0060;                    North         East    Units  Estimated Accuracy
 KA0060;SPC IN W     -   494,110.      957,080.      MT  (+/- 180 meters Scaled)
 KA0060
 KA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ499943(NAD 83)
 KA0060
 KA0060                          SUPERSEDED SURVEY CONTROL
 KA0060
 KA0060  NGVD 29 (??/??/92)  235.014  (m)          771.04   (f) ADJ UNCH    2 0
 KA0060
 KA0060.Superseded values are not recommended for survey control.
 KA0060
 KA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0060.See file dsdata.pdf to determine how the superseded data were derived.
 KA0060
 KA0060_MARKER: DB = BENCH MARK DISK
 KA0060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0060_SP_SET: CULVERT HEADWALL
 KA0060_STAMPING: A 63 1946
 KA0060_MARK LOGO: CGS
 KA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0060+STABILITY: SURFACE MOTION
 KA0060
 KA0060  HISTORY     - Date     Condition        Report By
 KA0060  HISTORY     - 1946     MONUMENTED       CGS
 KA0060
 KA0060                          STATION DESCRIPTION
 KA0060
 KA0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0060'1 MI W FROM PLAINFIELD.
 KA0060'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0060'AT PLAINFIELD, AT THE INTERSECTION OF A ROAD LEADING SOUTH, SET
 KA0060'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 4-FOOT
 KA0060'CONCRETE CULVERT, ABOUT 125 FEET EAST OF THE CENTER LINE OF THE
 KA0060'ROAD LEADING SOUTH, 27 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE
 KA0060'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 63 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0134 ***********************************************************************
 KA0134  DESIGNATION -  A 65
 KA0134  PID         -  KA0134
 KA0134  STATE/COUNTY-  IN/MARION
 KA0134  COUNTRY     -  US
 KA0134  USGS QUAD   -  MAYWOOD (2019)
 KA0134
 KA0134                         *CURRENT SURVEY CONTROL
 KA0134  ______________________________________________________________________
 KA0134* NAD 83(1986) POSITION- 39 44 23.     (N) 086 13 31.     (W)   SCALED
 KA0134* NAVD 88 ORTHO HEIGHT -   214.992 (meters)      705.35  (feet) ADJUSTED
 KA0134  ______________________________________________________________________
 KA0134  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 KA0134  DYNAMIC HEIGHT  -        214.875 (meters)      704.97  (feet) COMP
 KA0134  MODELED GRAVITY -    980,079.2   (mgal)                       NAVD 88
 KA0134
 KA0134  VERT ORDER      -  SECOND    CLASS 0
 KA0134
 KA0134.The horizontal coordinates were scaled from a map and have
 KA0134.an estimated accuracy of +/- 6 seconds.
 KA0134
 KA0134.The orthometric height was determined by differential leveling and
 KA0134.adjusted by the NATIONAL GEODETIC SURVEY
 KA0134.in June 1991.
 KA0134
 KA0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0134.GEOID18 height accuracy estimate available here.
 KA0134
 KA0134.Click photographs - Photos may exist for this station.
 KA0134
 KA0134.The dynamic height is computed by dividing the NAVD 88
 KA0134.geopotential number by the normal gravity value computed on the
 KA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0134.degrees latitude (g = 980.6199 gals.).
 KA0134
 KA0134.The modeled gravity was interpolated from observed gravity values.
 KA0134
 KA0134;                    North         East    Units  Estimated Accuracy
 KA0134;SPC IN E     -   498,770.       52,120.      MT  (+/- 180 meters Scaled)
 KA0134
 KA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ663991(NAD 83)
 KA0134
 KA0134                          SUPERSEDED SURVEY CONTROL
 KA0134
 KA0134  NGVD 29 (??/??/92)  215.128  (m)          705.80   (f) ADJ UNCH    2 0
 KA0134
 KA0134.Superseded values are not recommended for survey control.
 KA0134
 KA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0134.See file dsdata.pdf to determine how the superseded data were derived.
 KA0134
 KA0134_MARKER: DB = BENCH MARK DISK
 KA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0134_STAMPING: A 65 1946
 KA0134_MARK LOGO: CGS
 KA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0134+STABILITY: SURFACE MOTION
 KA0134
 KA0134  HISTORY     - Date     Condition        Report By
 KA0134  HISTORY     - 1946     MONUMENTED       CGS
 KA0134  HISTORY     - 1975     GOOD             LOCSUR
 KA0134  HISTORY     - 19980223 GOOD             USPSQD
 KA0134  HISTORY     - 20220812 MARK NOT FOUND   PICI
 KA0134
 KA0134                          STATION DESCRIPTION
 KA0134
 KA0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0134'1.3 MI N FROM MARS HILL.
 KA0134'ABOUT 1.3 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 67
 KA0134'AND HOLT ROAD AT MARS HILL, AT THE STOUT NATIONAL GUARD AIR FIELD,
 KA0134'AT THE MAIN ENTRANCE TO THE FIELD, 29 FEET WEST OF THE CENTER LINE
 KA0134'OF HOLT ROAD, 17.5 FEET SOUTH OF THE SOUTH GATE POST AT THE
 KA0134'ENTRANCE GATE, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KA0134'BUILDING 33, 2 FEET EAST OF THE BOUNDRY FENCE LINE, 2 FEET NORTH
 KA0134'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 KA0134'A STANDARD DISK, STAMPED A 65 1946 AND SET IN THE TOP OF A CONCRETE
 KA0134'POST PROJECTING 3 INCHES ABOVE GROUND.
 KA0134
 KA0134                          STATION RECOVERY (1975)
 KA0134
 KA0134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA0134'RECOVERED IN GOOD CONDITION.
 KA0134
 KA0134                          STATION RECOVERY (1998)
 KA0134
 KA0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0134'RECOVERED IN GOOD CONDITION.
 KA0134
 KA0134                          STATION RECOVERY (2022)
 KA0134
 KA0134'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2022 (KSM)
 KA0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0948 ***********************************************************************
 KA0948  DESIGNATION -  A 67
 KA0948  PID         -  KA0948
 KA0948  STATE/COUNTY-  IN/CLAY
 KA0948  COUNTRY     -  US
 KA0948  USGS QUAD   -  BRAZIL WEST (2019)
 KA0948
 KA0948                         *CURRENT SURVEY CONTROL
 KA0948  ______________________________________________________________________
 KA0948* NAD 83(1986) POSITION- 39 31 25.5    (N) 087 07 34.0    (W)   HD_HELD2
 KA0948* NAVD 88 ORTHO HEIGHT -   200.952 (meters)      659.29  (feet) ADJUSTED
 KA0948  ______________________________________________________________________
 KA0948  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 KA0948  DYNAMIC HEIGHT  -        200.836 (meters)      658.91  (feet) COMP
 KA0948  MODELED GRAVITY -    980,043.6   (mgal)                       NAVD 88
 KA0948
 KA0948  VERT ORDER      -  FIRST     CLASS II
 KA0948
 KA0948.The horizontal coordinates were established by autonomous hand held GPS
 KA0948.observations and have an estimated accuracy of +/- 10 meters.
 KA0948
 KA0948.The orthometric height was determined by differential leveling and
 KA0948.adjusted by the NATIONAL GEODETIC SURVEY
 KA0948.in June 1991.
 KA0948
 KA0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0948.GEOID18 height accuracy estimate available here.
 KA0948
 KA0948.Click photographs - Photos may exist for this station.
 KA0948
 KA0948.The dynamic height is computed by dividing the NAVD 88
 KA0948.geopotential number by the normal gravity value computed on the
 KA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0948.degrees latitude (g = 980.6199 gals.).
 KA0948
 KA0948.The modeled gravity was interpolated from observed gravity values.
 KA0948
 KA0948;                    North         East    Units  Estimated Accuracy
 KA0948;SPC IN W     -   474,642.      896,322.      MT  (+/- 10 meters HH2 GPS)
 KA0948
 KA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8916074907(NAD 83)
 KA0948
 KA0948                          SUPERSEDED SURVEY CONTROL
 KA0948
 KA0948  NGVD 29 (??/??/92)  201.050  (m)          659.61   (f) ADJ UNCH    1 2
 KA0948
 KA0948.Superseded values are not recommended for survey control.
 KA0948
 KA0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0948.See file dsdata.pdf to determine how the superseded data were derived.
 KA0948
 KA0948_MARKER: DB = BENCH MARK DISK
 KA0948_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0948_SP_SET: BUILDING
 KA0948_STAMPING: A 67 1946
 KA0948_MARK LOGO: CGS
 KA0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0948+STABILITY: POSITION/ELEVATION WELL
 KA0948
 KA0948  HISTORY     - Date     Condition        Report By
 KA0948  HISTORY     - 1946     MONUMENTED       CGS
 KA0948  HISTORY     - 1985     GOOD             NGS
 KA0948
 KA0948                          STATION DESCRIPTION
 KA0948
 KA0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0948'AT BRAZIL.
 KA0948'AT BRAZIL, AT THE U.S. POST OFFICE, 2.1 FEET EAST OF THE NORTHWEST
 KA0948'CORNER OF THE POST OFFICE BUILDING, SET IN THE NORTH FACE OF THE
 KA0948'GRANITE FOUNDATION, 4.3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 KA0948'STAMPED A 67 1946 AND SET VERTICALLY.
 KA0948
 KA0948                          STATION RECOVERY (1985)
 KA0948
 KA0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0948'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BRAZIL,
 KA0948'AT 214 EAST NATIONAL AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE
 KA0948'CLAY COUNTY HISTORICAL SOCIETY (OLD POST OFFICE BUILDING), AND 0.8 M
 KA0948'(2.6 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 KA0948'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1093 ***********************************************************************
 KA1093  DESIGNATION -  A 68
 KA1093  PID         -  KA1093
 KA1093  STATE/COUNTY-  IN/CLAY
 KA1093  COUNTRY     -  US
 KA1093  USGS QUAD   -  STAUNTON (2019)
 KA1093
 KA1093                         *CURRENT SURVEY CONTROL
 KA1093  ______________________________________________________________________
 KA1093* NAD 83(1986) POSITION- 39 29 15.     (N) 087 11 59.     (W)   SCALED
 KA1093* NAVD 88 ORTHO HEIGHT -   191.097 (meters)      626.96  (feet) ADJUSTED
 KA1093  ______________________________________________________________________
 KA1093  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KA1093  DYNAMIC HEIGHT  -        190.987 (meters)      626.60  (feet) COMP
 KA1093  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 KA1093
 KA1093  VERT ORDER      -  SECOND    CLASS 0
 KA1093
 KA1093.The horizontal coordinates were scaled from a map and have
 KA1093.an estimated accuracy of +/- 6 seconds.
 KA1093
 KA1093.The orthometric height was determined by differential leveling and
 KA1093.adjusted by the NATIONAL GEODETIC SURVEY
 KA1093.in June 1991.
 KA1093
 KA1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1093.GEOID18 height accuracy estimate available here.
 KA1093
 KA1093.Click photographs - Photos may exist for this station.
 KA1093
 KA1093.The dynamic height is computed by dividing the NAVD 88
 KA1093.geopotential number by the normal gravity value computed on the
 KA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1093.degrees latitude (g = 980.6199 gals.).
 KA1093
 KA1093.The modeled gravity was interpolated from observed gravity values.
 KA1093
 KA1093;                    North         East    Units  Estimated Accuracy
 KA1093;SPC IN W     -   470,620.      889,990.      MT  (+/- 180 meters Scaled)
 KA1093
 KA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ828708(NAD 83)
 KA1093
 KA1093                          SUPERSEDED SURVEY CONTROL
 KA1093
 KA1093  NGVD 29 (??/??/92)  191.196  (m)          627.28   (f) ADJ UNCH    2 0
 KA1093
 KA1093.Superseded values are not recommended for survey control.
 KA1093
 KA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1093.See file dsdata.pdf to determine how the superseded data were derived.
 KA1093
 KA1093_MARKER: DB = BENCH MARK DISK
 KA1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1093_STAMPING: A 68 1946
 KA1093_MARK LOGO: CGS
 KA1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1093+STABILITY: SURFACE MOTION
 KA1093
 KA1093  HISTORY     - Date     Condition        Report By
 KA1093  HISTORY     - 1946     MONUMENTED       CGS
 KA1093  HISTORY     - 19900428 GOOD             USPSQD
 KA1093
 KA1093                          STATION DESCRIPTION
 KA1093
 KA1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1093'0.6 MI W FROM STAUNTON.
 KA1093'ABOUT 0.6 MILE WEST ALONG A ROAD LEADING TO SEELYVILLE FROM THE
 KA1093'POST OFFICE AT STAUNTON, IN A FENCE CORNER, ABOUT 60 YARDS EAST
 KA1093'OF A SHARP CURVE FROM EAST TO SOUTH, 76 FEET NORTHWEST OF THE
 KA1093'NORTHWEST CORNER OF A STEEP GABLED HOUSE, 22 FEET SOUTH OF AND
 KA1093'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF
 KA1093'A FENCE, 2.5 FEET WEST OF A FENCE, 2.0 FEET EAST OF A WHITE
 KA1093'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 68 1946 AND SET
 KA1093'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA1093
 KA1093                          STATION RECOVERY (1990)
 KA1093
 KA1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1149 ***********************************************************************
 KA1149  DESIGNATION -  A 69
 KA1149  PID         -  KA1149
 KA1149  STATE/COUNTY-  IN/CLAY
 KA1149  COUNTRY     -  US
 KA1149  USGS QUAD   -  CENTER POINT (2019)
 KA1149
 KA1149                         *CURRENT SURVEY CONTROL
 KA1149  ______________________________________________________________________
 KA1149* NAD 83(1986) POSITION- 39 26 43.     (N) 087 04 17.     (W)   SCALED
 KA1149* NAVD 88 ORTHO HEIGHT -   196.298 (meters)      644.02  (feet) ADJUSTED
 KA1149  ______________________________________________________________________
 KA1149  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KA1149  DYNAMIC HEIGHT  -        196.185 (meters)      643.65  (feet) COMP
 KA1149  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 KA1149
 KA1149  VERT ORDER      -  SECOND    CLASS 0
 KA1149
 KA1149.The horizontal coordinates were scaled from a map and have
 KA1149.an estimated accuracy of +/- 6 seconds.
 KA1149
 KA1149.The orthometric height was determined by differential leveling and
 KA1149.adjusted by the NATIONAL GEODETIC SURVEY
 KA1149.in June 1991.
 KA1149
 KA1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1149.GEOID18 height accuracy estimate available here.
 KA1149
 KA1149.Click photographs - Photos may exist for this station.
 KA1149
 KA1149.The dynamic height is computed by dividing the NAVD 88
 KA1149.geopotential number by the normal gravity value computed on the
 KA1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1149.degrees latitude (g = 980.6199 gals.).
 KA1149
 KA1149.The modeled gravity was interpolated from observed gravity values.
 KA1149
 KA1149;                    North         East    Units  Estimated Accuracy
 KA1149;SPC IN W     -   465,930.      901,030.      MT  (+/- 180 meters Scaled)
 KA1149
 KA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ938661(NAD 83)
 KA1149
 KA1149                          SUPERSEDED SURVEY CONTROL
 KA1149
 KA1149  NGVD 29 (??/??/92)  196.407  (m)          644.38   (f) ADJ UNCH    2 0
 KA1149
 KA1149.Superseded values are not recommended for survey control.
 KA1149
 KA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1149.See file dsdata.pdf to determine how the superseded data were derived.
 KA1149
 KA1149_MARKER: DB = BENCH MARK DISK
 KA1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1149_STAMPING: A 69 1946
 KA1149_MARK LOGO: CGS
 KA1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1149+STABILITY: SURFACE MOTION
 KA1149
 KA1149  HISTORY     - Date     Condition        Report By
 KA1149  HISTORY     - 1946     MONUMENTED       CGS
 KA1149
 KA1149                          STATION DESCRIPTION
 KA1149
 KA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1149'2 MI S FROM ASHERVILLE.
 KA1149'ABOUT 2.0 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO CENTER
 KA1149'POINT FROM THE CROSS ROADS AT ASHERVILLE, AT STATE HIGHWAY 42, 123
 KA1149'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 KA1149'OF A BRICK BUILDING (FORMERLY SCHOOL BUILDING), 46 FEET WEST
 KA1149'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA1149'37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET EAST OF
 KA1149'A TELEPHONE POLE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 KA1149'A STANDARD DISK, STAMPED A 69 1946 AND SET IN THE TOP OF A CONCRETE
 KA1149'POST PROJECTING 4 INCHES ABOVE GROUND.  THIS MARK MAY BE REACHED
 KA1149'FROM THE POST OFFICE AT CENTER POINT BY GOING NORTH 2.1 MILES
 KA1149'ALONG A PAVED ROAD TO STATE HIGHWAY 42.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0536 ***********************************************************************
 ME0536  DESIGNATION -  A 7
 ME0536  PID         -  ME0536
 ME0536  STATE/COUNTY-  IN/STARKE
 ME0536  COUNTRY     -  US
 ME0536  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0536
 ME0536                         *CURRENT SURVEY CONTROL
 ME0536  ______________________________________________________________________
 ME0536* NAD 83(1986) POSITION- 41 23 54.     (N) 086 41 37.     (W)   SCALED
 ME0536* NAVD 88 ORTHO HEIGHT -   207.284 (meters)      680.06  (feet) ADJUSTED
 ME0536  ______________________________________________________________________
 ME0536  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 ME0536  DYNAMIC HEIGHT  -        207.200 (meters)      679.79  (feet) COMP
 ME0536  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 ME0536
 ME0536  VERT ORDER      -  FIRST     CLASS I
 ME0536
 ME0536.The horizontal coordinates were scaled from a map and have
 ME0536.an estimated accuracy of +/- 6 seconds.
 ME0536
 ME0536.The orthometric height was determined by differential leveling and
 ME0536.adjusted by the NATIONAL GEODETIC SURVEY
 ME0536.in June 1991.
 ME0536
 ME0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0536.GEOID18 height accuracy estimate available here.
 ME0536
 ME0536.Click photographs - Photos may exist for this station.
 ME0536
 ME0536.The dynamic height is computed by dividing the NAVD 88
 ME0536.geopotential number by the normal gravity value computed on the
 ME0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0536.degrees latitude (g = 980.6199 gals.).
 ME0536
 ME0536.The modeled gravity was interpolated from observed gravity values.
 ME0536
 ME0536;                    North         East    Units  Estimated Accuracy
 ME0536;SPC IN W     -   682,870.      932,590.      MT  (+/- 180 meters Scaled)
 ME0536
 ME0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL256830(NAD 83)
 ME0536
 ME0536                          SUPERSEDED SURVEY CONTROL
 ME0536
 ME0536  NGVD 29 (??/??/92)  207.384  (m)          680.39   (f) ADJ UNCH    1 1
 ME0536
 ME0536.Superseded values are not recommended for survey control.
 ME0536
 ME0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0536.See file dsdata.pdf to determine how the superseded data were derived.
 ME0536
 ME0536_MARKER: DB = BENCH MARK DISK
 ME0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0536_STAMPING: ELEV 680.310 FT A 7
 ME0536_MARK LOGO: CGS
 ME0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0536+STABILITY: SURFACE MOTION
 ME0536
 ME0536  HISTORY     - Date     Condition        Report By
 ME0536  HISTORY     - 1916     MONUMENTED       CGS
 ME0536  HISTORY     - 1968     GOOD             CGS
 ME0536  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0536
 ME0536                          STATION DESCRIPTION
 ME0536
 ME0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0536'4.6 MI E FROM HANNA.
 ME0536'ABOUT 4.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0536'CROSSING OF THOMPSON STREET AT HANNA, LA PORTE COUNTY, ABOUT
 ME0536'51 YARDS SOUTH AND ACROSS THE TRACKS FROM MILEPOST 404, IN THE
 ME0536'SOUTHEAST CORNER OF A YARD, 125 FEET SOUTH OF THE SOUTH RAIL OF
 ME0536'THE EASTBOUND TRACK, 28 FEET NORTH OF THE CENTER LINE OF RANGE
 ME0536'ROAD, 23 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 5.8
 ME0536'FEET WEST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE
 ME0536'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 ME0536'ABOVE THE LEVEL OF THE GROUND.  SEC 18, T 34 W, R 2 W.
 ME0536
 ME0536                          STATION RECOVERY (1992)
 ME0536
 ME0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0536'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0950 ***********************************************************************
 KA0950  DESIGNATION -  A 70
 KA0950  PID         -  KA0950
 KA0950  STATE/COUNTY-  IN/CLAY
 KA0950  COUNTRY     -  US
 KA0950  USGS QUAD   -  BRAZIL WEST (2019)
 KA0950
 KA0950                         *CURRENT SURVEY CONTROL
 KA0950  ______________________________________________________________________
 KA0950* NAD 83(1986) POSITION- 39 30 39.     (N) 087 09 46.     (W)   SCALED
 KA0950* NAVD 88 ORTHO HEIGHT -   196.325 (meters)      644.11  (feet) ADJUSTED
 KA0950  ______________________________________________________________________
 KA0950  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KA0950  DYNAMIC HEIGHT  -        196.211 (meters)      643.74  (feet) COMP
 KA0950  MODELED GRAVITY -    980,041.6   (mgal)                       NAVD 88
 KA0950
 KA0950  VERT ORDER      -  SECOND    CLASS 0
 KA0950
 KA0950.The horizontal coordinates were scaled from a map and have
 KA0950.an estimated accuracy of +/- 6 seconds.
 KA0950
 KA0950.The orthometric height was determined by differential leveling and
 KA0950.adjusted by the NATIONAL GEODETIC SURVEY
 KA0950.in June 1991.
 KA0950
 KA0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0950.GEOID18 height accuracy estimate available here.
 KA0950
 KA0950.Click photographs - Photos may exist for this station.
 KA0950
 KA0950.The dynamic height is computed by dividing the NAVD 88
 KA0950.geopotential number by the normal gravity value computed on the
 KA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0950.degrees latitude (g = 980.6199 gals.).
 KA0950
 KA0950.The modeled gravity was interpolated from observed gravity values.
 KA0950
 KA0950;                    North         East    Units  Estimated Accuracy
 KA0950;SPC IN W     -   473,210.      893,170.      MT  (+/- 180 meters Scaled)
 KA0950
 KA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860734(NAD 83)
 KA0950
 KA0950                          SUPERSEDED SURVEY CONTROL
 KA0950
 KA0950  NGVD 29 (??/??/92)  196.421  (m)          644.42   (f) ADJ UNCH    2 0
 KA0950
 KA0950.Superseded values are not recommended for survey control.
 KA0950
 KA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0950.See file dsdata.pdf to determine how the superseded data were derived.
 KA0950
 KA0950_MARKER: DB = BENCH MARK DISK
 KA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0950_STAMPING: A 70 1946
 KA0950_MARK LOGO: CGS
 KA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0950+STABILITY: SURFACE MOTION
 KA0950
 KA0950  HISTORY     - Date     Condition        Report By
 KA0950  HISTORY     - 1946     MONUMENTED       CGS
 KA0950
 KA0950                          STATION DESCRIPTION
 KA0950
 KA0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0950'0.8 MI N FROM TURNER.
 KA0950'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE HOFFMAN GROCERY
 KA0950'STORE AT THE RAILROAD CROSSING AT TURNER, AT THE INTERSECTION
 KA0950'OF U.S. HIGHWAY 40, 121 FEET NORTH OF THE NORTHEAST CORNER OF AN
 KA0950'OVERPASS OVER THE PENNSYLVANIA RAILROAD, 83 FEET SOUTH OF AND
 KA0950'ABOUT LEVEL WITH THE CENTER LINE OF THE SOUTH LANE OF U.S. HIGHWAY
 KA0950'40, 29 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE
 KA0950'OF THE ROAD SOUTH, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA0950'POST.  A STANDARD DISK, STAMPED A 70 1946 AND SET IN THE TOP OF
 KA0950'A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST
 KA0950'OFFICE AT BRAZIL BY GOING WEST 2.2 MILES ALONG U.S. HIGHWAY 40
 KA0950'TO A CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0825 ***********************************************************************
 KA0825  DESIGNATION -  A 71
 KA0825  PID         -  KA0825
 KA0825  STATE/COUNTY-  IN/PARKE
 KA0825  COUNTRY     -  US
 KA0825  USGS QUAD   -  BRAZIL EAST (2019)
 KA0825
 KA0825                         *CURRENT SURVEY CONTROL
 KA0825  ______________________________________________________________________
 KA0825* NAD 83(1986) POSITION- 39 36 45.     (N) 087 06 25.     (W)   SCALED
 KA0825* NAVD 88 ORTHO HEIGHT -   192.355 (meters)      631.08  (feet) ADJUSTED
 KA0825  ______________________________________________________________________
 KA0825  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 KA0825  DYNAMIC HEIGHT  -        192.245 (meters)      630.72  (feet) COMP
 KA0825  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 KA0825
 KA0825  VERT ORDER      -  SECOND    CLASS 0
 KA0825
 KA0825.The horizontal coordinates were scaled from a map and have
 KA0825.an estimated accuracy of +/- 6 seconds.
 KA0825
 KA0825.The orthometric height was determined by differential leveling and
 KA0825.adjusted by the NATIONAL GEODETIC SURVEY
 KA0825.in June 1991.
 KA0825
 KA0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0825.GEOID18 height accuracy estimate available here.
 KA0825
 KA0825.Click photographs - Photos may exist for this station.
 KA0825
 KA0825.The dynamic height is computed by dividing the NAVD 88
 KA0825.geopotential number by the normal gravity value computed on the
 KA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0825.degrees latitude (g = 980.6199 gals.).
 KA0825
 KA0825.The modeled gravity was interpolated from observed gravity values.
 KA0825
 KA0825;                    North         East    Units  Estimated Accuracy
 KA0825;SPC IN W     -   484,500.      897,970.      MT  (+/- 180 meters Scaled)
 KA0825
 KA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908847(NAD 83)
 KA0825
 KA0825                          SUPERSEDED SURVEY CONTROL
 KA0825
 KA0825  NGVD 29 (??/??/92)  192.461  (m)          631.43   (f) ADJ UNCH    2 0
 KA0825
 KA0825.Superseded values are not recommended for survey control.
 KA0825
 KA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0825.See file dsdata.pdf to determine how the superseded data were derived.
 KA0825
 KA0825_MARKER: DB = BENCH MARK DISK
 KA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0825_STAMPING: A 71 1946
 KA0825_MARK LOGO: CGS
 KA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0825+STABILITY: SURFACE MOTION
 KA0825
 KA0825  HISTORY     - Date     Condition        Report By
 KA0825  HISTORY     - 1946     MONUMENTED       CGS
 KA0825
 KA0825                          STATION DESCRIPTION
 KA0825
 KA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0825'1.1 MI N FROM CARBON.
 KA0825'ABOUT 1.1 MILE NORTH ALONG STATE HIGHWAY 59 FROM THE NEW YORK
 KA0825'CENTRAL RAILROAD STATION AT CARBON, 122 FEET SOUTHEAST OF THE
 KA0825'SOUTHEAST CORNER OF A FARM HOUSE, 22 FEET NORTHWEST OF THE WEST
 KA0825'END OF A 14-INCH TILE PIPE CULVERT, 16.5 FEET WEST OF THE CENTER
 KA0825'LINE OF THE HIGHWAY, 12.5 FEET NORTH OF POWER LINE POLE NUMBER
 KA0825'279-827, 20 FEET NORTHEAST OF THE NORTHEAST BANK OF A SMALL
 KA0825'STREAM, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 KA0825'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 71 1946 AND
 KA0825'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0825'GROUND.  NOTE-- STATE HWY 59 WAS RELOCATED IN 1956 AND THIS MARK
 KA0825'IS ON THE 1946 ROUTE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0556 ***********************************************************************
 KA0556  DESIGNATION -  A 72
 KA0556  PID         -  KA0556
 KA0556  STATE/COUNTY-  IN/PUTNAM
 KA0556  COUNTRY     -  US
 KA0556  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0556
 KA0556                         *CURRENT SURVEY CONTROL
 KA0556  ______________________________________________________________________
 KA0556* NAD 83(1986) POSITION- 39 45 24.72   (N) 086 59 51.03   (W)   HD_HELD1
 KA0556* NAVD 88 ORTHO HEIGHT -   255.234 (meters)      837.38  (feet) ADJUSTED
 KA0556  ______________________________________________________________________
 KA0556  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 KA0556  DYNAMIC HEIGHT  -        255.089 (meters)      836.90  (feet) COMP
 KA0556  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA0556
 KA0556  VERT ORDER      -  SECOND    CLASS 0
 KA0556
 KA0556.The horizontal coordinates were determined by differentially corrected
 KA0556.hand held GPS observations or other comparable positioning techniques
 KA0556.and have an estimated accuracy of +/- 3 meters.
 KA0556
 KA0556.The orthometric height was determined by differential leveling and
 KA0556.adjusted by the NATIONAL GEODETIC SURVEY
 KA0556.in June 1991.
 KA0556
 KA0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0556.GEOID18 height accuracy estimate available here.
 KA0556
 KA0556.Click photographs - Photos may exist for this station.
 KA0556
 KA0556.The dynamic height is computed by dividing the NAVD 88
 KA0556.geopotential number by the normal gravity value computed on the
 KA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0556.degrees latitude (g = 980.6199 gals.).
 KA0556
 KA0556.The modeled gravity was interpolated from observed gravity values.
 KA0556
 KA0556;                    North         East    Units  Estimated Accuracy
 KA0556;SPC IN W     -   500,526.4     907,354.6     MT  (+/- 3 meters HH1 GPS) 
 KA0556
 KA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0021300772(NAD 83)
 KA0556
 KA0556                          SUPERSEDED SURVEY CONTROL
 KA0556
 KA0556  NGVD 29 (??/??/92)  255.333  (m)          837.71   (f) ADJ UNCH    2 0
 KA0556
 KA0556.Superseded values are not recommended for survey control.
 KA0556
 KA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0556.See file dsdata.pdf to determine how the superseded data were derived.
 KA0556
 KA0556_MARKER: DB = BENCH MARK DISK
 KA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0556_STAMPING: A 72 1946
 KA0556_MARK LOGO: CGS
 KA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0556+STABILITY: SURFACE MOTION
 KA0556
 KA0556  HISTORY     - Date     Condition        Report By
 KA0556  HISTORY     - 1946     MONUMENTED       CGS
 KA0556
 KA0556                          STATION DESCRIPTION
 KA0556
 KA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0556'3.4 MI W FROM MORTON.
 KA0556'ABOUT 3.4 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0556'AT MORTON AND ABOUT 5.9 MILES EAST OF THE COMMUNITY HALL AT BELLMORE,
 KA0556'ABOUT 0.4 MILE WEST OF A LARGE BARN ON THE SOUTH SIDE OF THE ROAD
 KA0556'WITH A MAIL POUCH TOBBACCO SIGN PAINTED ON THE WEST FACE, 35.5
 KA0556'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE NORTHEAST
 KA0556'CORNER OF A CULTIVATED FIELD, 5 FEET SOUTHWEST OF A CORNER FENCE
 KA0556'POST AT A T FENCE CORNER, 5.5 FEET NORTHWEST OF A 4-INCH ELM
 KA0556'TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 KA0556'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 72 1946 AND SET IN
 KA0556'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0793 ***********************************************************************
 KA0793  DESIGNATION -  A 73
 KA0793  PID         -  KA0793
 KA0793  STATE/COUNTY-  IN/HENDRICKS
 KA0793  COUNTRY     -  US
 KA0793  USGS QUAD   -  NORTH SALEM (2019)
 KA0793
 KA0793                         *CURRENT SURVEY CONTROL
 KA0793  ______________________________________________________________________
 KA0793* NAD 83(1986) POSITION- 39 47 59.     (N) 086 39 07.     (W)   SCALED
 KA0793* NAVD 88 ORTHO HEIGHT -   271.601 (meters)      891.08  (feet) ADJUSTED
 KA0793  ______________________________________________________________________
 KA0793  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 KA0793  DYNAMIC HEIGHT  -        271.452 (meters)      890.59  (feet) COMP
 KA0793  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 KA0793
 KA0793  VERT ORDER      -  SECOND    CLASS 0
 KA0793
 KA0793.The horizontal coordinates were scaled from a map and have
 KA0793.an estimated accuracy of +/- 6 seconds.
 KA0793
 KA0793.The orthometric height was determined by differential leveling and
 KA0793.adjusted by the NATIONAL GEODETIC SURVEY
 KA0793.in June 1991.
 KA0793
 KA0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0793.GEOID18 height accuracy estimate available here.
 KA0793
 KA0793.Click photographs - Photos may exist for this station.
 KA0793
 KA0793.The dynamic height is computed by dividing the NAVD 88
 KA0793.geopotential number by the normal gravity value computed on the
 KA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0793.degrees latitude (g = 980.6199 gals.).
 KA0793
 KA0793.The modeled gravity was interpolated from observed gravity values.
 KA0793
 KA0793;                    North         East    Units  Estimated Accuracy
 KA0793;SPC IN W     -   505,370.      936,940.      MT  (+/- 180 meters Scaled)
 KA0793
 KA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK297055(NAD 83)
 KA0793
 KA0793                          SUPERSEDED SURVEY CONTROL
 KA0793
 KA0793  NGVD 29 (??/??/92)  271.718  (m)          891.46   (f) ADJ UNCH    2 0
 KA0793
 KA0793.Superseded values are not recommended for survey control.
 KA0793
 KA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0793.See file dsdata.pdf to determine how the superseded data were derived.
 KA0793
 KA0793_MARKER: DB = BENCH MARK DISK
 KA0793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0793_SP_SET: BOX CULVERT HEADWALL
 KA0793_STAMPING: A 73 1946
 KA0793_MARK LOGO: CGS
 KA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0793+STABILITY: SURFACE MOTION
 KA0793
 KA0793  HISTORY     - Date     Condition        Report By
 KA0793  HISTORY     - 1946     MONUMENTED       CGS
 KA0793  HISTORY     - 20081118 MARK NOT FOUND   INDOT
 KA0793
 KA0793                          STATION DESCRIPTION
 KA0793
 KA0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0793'2.8 MI N FROM NEW WINCHESTER.
 KA0793'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE HIGH SCHOOL
 KA0793'BUILDING AT NEW WINCHESTER, ABOUT 5.0 MILES SOUTH OF THE WATER TOWER
 KA0793'AT NORTH SALEM, 0.65 MILE NORTH OF THE INTERSECTION WITH AN EAST-WEST
 KA0793'PAVED ROAD, 210 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING
 KA0793'TO A BRICK FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY, SET IN THE
 KA0793'TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3-FOOT CONCRETE
 KA0793'BOX CULVERT, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 KA0793'FEET SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT LEVEL
 KA0793'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 73 1946.
 KA0793
 KA0793                          STATION RECOVERY (2008)
 KA0793
 KA0793'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0793'MARK NOT FOUND (GONE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0773 ***********************************************************************
 KA0773  DESIGNATION -  A 74
 KA0773  PID         -  KA0773
 KA0773  STATE/COUNTY-  IN/PUTNAM
 KA0773  COUNTRY     -  US
 KA0773  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0773
 KA0773                         *CURRENT SURVEY CONTROL
 KA0773  ______________________________________________________________________
 KA0773* NAD 83(1986) POSITION- 39 49 47.     (N) 086 58 47.     (W)   SCALED
 KA0773* NAVD 88 ORTHO HEIGHT -   255.620 (meters)      838.65  (feet) ADJUSTED
 KA0773  ______________________________________________________________________
 KA0773  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 KA0773  DYNAMIC HEIGHT  -        255.476 (meters)      838.17  (feet) COMP
 KA0773  MODELED GRAVITY -    980,059.0   (mgal)                       NAVD 88
 KA0773
 KA0773  VERT ORDER      -  SECOND    CLASS 0
 KA0773
 KA0773.The horizontal coordinates were scaled from a map and have
 KA0773.an estimated accuracy of +/- 6 seconds.
 KA0773
 KA0773.The orthometric height was determined by differential leveling and
 KA0773.adjusted by the NATIONAL GEODETIC SURVEY
 KA0773.in June 1991.
 KA0773
 KA0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0773.GEOID18 height accuracy estimate available here.
 KA0773
 KA0773.Click photographs - Photos may exist for this station.
 KA0773
 KA0773.The dynamic height is computed by dividing the NAVD 88
 KA0773.geopotential number by the normal gravity value computed on the
 KA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0773.degrees latitude (g = 980.6199 gals.).
 KA0773
 KA0773.The modeled gravity was interpolated from observed gravity values.
 KA0773
 KA0773;                    North         East    Units  Estimated Accuracy
 KA0773;SPC IN W     -   508,620.      908,870.      MT  (+/- 180 meters Scaled)
 KA0773
 KA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK017088(NAD 83)
 KA0773
 KA0773                          SUPERSEDED SURVEY CONTROL
 KA0773
 KA0773  NGVD 29 (??/??/92)  255.716  (m)          838.96   (f) ADJ UNCH    2 0
 KA0773
 KA0773.Superseded values are not recommended for survey control.
 KA0773
 KA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0773.See file dsdata.pdf to determine how the superseded data were derived.
 KA0773
 KA0773_MARKER: DB = BENCH MARK DISK
 KA0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0773_STAMPING: A 74 1946
 KA0773_MARK LOGO: CGS
 KA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0773+STABILITY: SURFACE MOTION
 KA0773
 KA0773  HISTORY     - Date     Condition        Report By
 KA0773  HISTORY     - 1946     MONUMENTED       CGS
 KA0773
 KA0773                          STATION DESCRIPTION
 KA0773
 KA0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0773'2 MI S FROM RUSSELLVILLE.
 KA0773'ABOUT 2.0 MILES SOUTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM
 KA0773'THE BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE, AT THE
 KA0773'JUNCTION WITH A GRAVEL ROAD LEADING WEST, 51 FEET WEST OF THE CENTER
 KA0773'LINE OF THE MAIN ROAD AT THE APPROXIMATE CENTER OF A CURVE, 23 FEET
 KA0773'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 5 FEET NORTHWEST
 KA0773'OF AN IRON CORNER FENCE POST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA0773'POST, AND ABOUT LEVEL WITH THE JUNCTION.  A STANDARD DISK, STAMPED
 KA0773'A 74 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0773'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0732 ***********************************************************************
 KA0732  DESIGNATION -  A 75
 KA0732  PID         -  KA0732
 KA0732  STATE/COUNTY-  IN/MONTGOMERY
 KA0732  COUNTRY     -  US
 KA0732  USGS QUAD   -  LADOGA (2019)
 KA0732
 KA0732                         *CURRENT SURVEY CONTROL
 KA0732  ______________________________________________________________________
 KA0732* NAD 83(1986) POSITION- 39 53 38.     (N) 086 47 55.     (W)   SCALED
 KA0732* NAVD 88 ORTHO HEIGHT -   252.408 (meters)      828.11  (feet) ADJUSTED
 KA0732  ______________________________________________________________________
 KA0732  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 KA0732  DYNAMIC HEIGHT  -        252.270 (meters)      827.66  (feet) COMP
 KA0732  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 KA0732
 KA0732  VERT ORDER      -  SECOND    CLASS 0
 KA0732
 KA0732.The horizontal coordinates were scaled from a map and have
 KA0732.an estimated accuracy of +/- 6 seconds.
 KA0732
 KA0732.The orthometric height was determined by differential leveling and
 KA0732.adjusted by the NATIONAL GEODETIC SURVEY
 KA0732.in June 1991.
 KA0732
 KA0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0732.GEOID18 height accuracy estimate available here.
 KA0732
 KA0732.Click photographs - Photos may exist for this station.
 KA0732
 KA0732.The dynamic height is computed by dividing the NAVD 88
 KA0732.geopotential number by the normal gravity value computed on the
 KA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0732.degrees latitude (g = 980.6199 gals.).
 KA0732
 KA0732.The modeled gravity was interpolated from observed gravity values.
 KA0732
 KA0732;                    North         East    Units  Estimated Accuracy
 KA0732;SPC IN W     -   515,780.      924,350.      MT  (+/- 180 meters Scaled)
 KA0732
 KA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK172159(NAD 83)
 KA0732
 KA0732                          SUPERSEDED SURVEY CONTROL
 KA0732
 KA0732  NGVD 29 (??/??/92)  252.511  (m)          828.45   (f) ADJ UNCH    2 0
 KA0732
 KA0732.Superseded values are not recommended for survey control.
 KA0732
 KA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0732.See file dsdata.pdf to determine how the superseded data were derived.
 KA0732
 KA0732_MARKER: DB = BENCH MARK DISK
 KA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0732_STAMPING: A 75 1946
 KA0732_MARK LOGO: CGS
 KA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0732+STABILITY: SURFACE MOTION
 KA0732
 KA0732  HISTORY     - Date     Condition        Report By
 KA0732  HISTORY     - 1946     MONUMENTED       CGS
 KA0732
 KA0732                          STATION DESCRIPTION
 KA0732
 KA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0732'1.3 MI S FROM LADOGA.
 KA0732'ABOUT 1.3 MILE SOUTH ALONG THE ROACHDALE-LADOGA ROAD FROM THE
 KA0732'POST OFFICE AT LADOGA, AT THE INTERSECTION WITH A GRAVEL ROAD
 KA0732'LEADING WEST AND A PAVED ROAD LEADING EAST, IN THE NORTHEAST
 KA0732'QUARTER OF THE INTERSECTION, 65.5 FEET WEST OF THE WEST RAIL OF
 KA0732'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY TRACK, 29 FEET
 KA0732'EAST OF THE CENTER LINE OF THE MAIN ROAD, 29 FEET NORTH OF THE CENTER
 KA0732'LINE OF THE EAST-WEST ROAD, 15 FEET NORTH OF THE EAST END OF THE
 KA0732'NORTH HEADWALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER THE
 KA0732'EAST-WEST ROAD, 8 FEET EAST OF A TELEPHONE POLE, 2 FEET EAST OF A
 KA0732'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE
 KA0732'INTERSECTION.  A STANDARD DISK, STAMPED A 75 1946 AND SET IN THE
 KA0732'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0748 ***********************************************************************
 KA0748  DESIGNATION -  A 76 RESET
 KA0748  PID         -  KA0748
 KA0748  STATE/COUNTY-  IN/HENDRICKS
 KA0748  COUNTRY     -  US
 KA0748  USGS QUAD   -  COATESVILLE (2019)
 KA0748
 KA0748                         *CURRENT SURVEY CONTROL
 KA0748  ______________________________________________________________________
 KA0748* NAD 83(1986) POSITION- 39 39 33.     (N) 086 40 11.     (W)   SCALED
 KA0748* NAVD 88 ORTHO HEIGHT -   256.48  (+/-2cm)      841.5   (feet) VERTCON3
 KA0748  ______________________________________________________________________
 KA0748  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 KA0748  VERT ORDER      -  THIRD (See Below)
 KA0748
 KA0748.The horizontal coordinates were scaled from a map and have
 KA0748.an estimated accuracy of +/- 6 seconds.
 KA0748
 KA0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0748
 KA0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0748.GEOID18 height accuracy estimate available here.
 KA0748
 KA0748.The vertical order pertains to the NGVD 29 superseded value.
 KA0748
 KA0748.Click photographs - Photos may exist for this station.
 KA0748
 KA0748;                    North         East    Units  Estimated Accuracy
 KA0748;SPC IN W     -   489,760.      935,490.      MT  (+/- 180 meters Scaled)
 KA0748
 KA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283899(NAD 83)
 KA0748
 KA0748                          SUPERSEDED SURVEY CONTROL
 KA0748
 KA0748  NGVD 29 (??/??/??)  256.57   (m)          841.8    (f) RESET       3  
 KA0748
 KA0748.Superseded values are not recommended for survey control.
 KA0748
 KA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0748.See file dsdata.pdf to determine how the superseded data were derived.
 KA0748
 KA0748_MARKER: DB = BENCH MARK DISK
 KA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0748_STAMPING: A 76 RESET 1947
 KA0748_MARK LOGO: CGS
 KA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0748+STABILITY: SURFACE MOTION
 KA0748
 KA0748  HISTORY     - Date     Condition        Report By
 KA0748  HISTORY     - 1947     MONUMENTED       INHD
 KA0748
 KA0748                          STATION DESCRIPTION
 KA0748
 KA0748'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1947
 KA0748'2.3 MI S FROM COATESVILLE.
 KA0748'2.3 MILES SOUTH ALONG THE 1948 ROUTE OF STATE HIGHWAY 75 FROM THE
 KA0748'PENNSYLVANIA RAILROAD STATION AT COATESVILLE, HENDRICKS COUNTY, AT
 KA0748'THE CORNER COMMON TO SECTIONS 7, 8, 17 AND 18, T 14 N, R 2 W, AT
 KA0748'A ROAD INTERSECTION, 96 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KA0748'17 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD LEADING WEST,
 KA0748'AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0748'STAMPED A 76 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST
 KA0748'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0597 ***********************************************************************
 LB0597  DESIGNATION -  A 78
 LB0597  PID         -  LB0597
 LB0597  STATE/COUNTY-  IN/BOONE
 LB0597  COUNTRY     -  US
 LB0597  USGS QUAD   -  KIRKLIN (2019)
 LB0597
 LB0597                         *CURRENT SURVEY CONTROL
 LB0597  ______________________________________________________________________
 LB0597* NAD 83(1986) POSITION- 40 10 17.     (N) 086 20 57.     (W)   SCALED
 LB0597* NAVD 88 ORTHO HEIGHT -   283.353 (meters)      929.63  (feet) ADJUSTED
 LB0597  ______________________________________________________________________
 LB0597  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 LB0597  DYNAMIC HEIGHT  -        283.197 (meters)      929.12  (feet) COMP
 LB0597  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 LB0597
 LB0597  VERT ORDER      -  SECOND    CLASS 0
 LB0597
 LB0597.The horizontal coordinates were scaled from a map and have
 LB0597.an estimated accuracy of +/- 6 seconds.
 LB0597
 LB0597.The orthometric height was determined by differential leveling and
 LB0597.adjusted by the NATIONAL GEODETIC SURVEY
 LB0597.in June 1991.
 LB0597
 LB0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0597.GEOID18 height accuracy estimate available here.
 LB0597
 LB0597.Click photographs - Photos may exist for this station.
 LB0597
 LB0597.The dynamic height is computed by dividing the NAVD 88
 LB0597.geopotential number by the normal gravity value computed on the
 LB0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0597.degrees latitude (g = 980.6199 gals.).
 LB0597
 LB0597.The modeled gravity was interpolated from observed gravity values.
 LB0597
 LB0597;                    North         East    Units  Estimated Accuracy
 LB0597;SPC IN W     -   546,810.      962,540.      MT  (+/- 180 meters Scaled)
 LB0597
 LB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK554469(NAD 83)
 LB0597
 LB0597                          SUPERSEDED SURVEY CONTROL
 LB0597
 LB0597  NGVD 29 (??/??/92)  283.456  (m)          929.97   (f) ADJ UNCH    2 0
 LB0597
 LB0597.Superseded values are not recommended for survey control.
 LB0597
 LB0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0597.See file dsdata.pdf to determine how the superseded data were derived.
 LB0597
 LB0597_MARKER: DB = BENCH MARK DISK
 LB0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0597_STAMPING: A 78 1946
 LB0597_MARK LOGO: CGS
 LB0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0597+STABILITY: SURFACE MOTION
 LB0597
 LB0597  HISTORY     - Date     Condition        Report By
 LB0597  HISTORY     - 1946     MONUMENTED       CGS
 LB0597  HISTORY     - 1981     GOOD             LOCENG
 LB0597
 LB0597                          STATION DESCRIPTION
 LB0597
 LB0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0597'1.6 MI SE FROM KIRKLIN.
 LB0597'ABOUT 1.6 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0597'LIBRARY AT KIRKLIN, AT A GRAVEL ROAD INTERSECTION, 49 FEET
 LB0597'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE
 LB0597'CENTER LINE OF THE CROSS ROAD, 3.5 FEET WEST OF A FENCE CORNER,
 LB0597'1.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 LB0597'LOWER THAN THE INTERSECTION.  A STANDARD DISK, STAMPED A 78
 LB0597'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB0597'ABOVE GROUND.
 LB0597
 LB0597                          STATION RECOVERY (1981)
 LB0597
 LB0597'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LB0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0072 ***********************************************************************
 KA0072  DESIGNATION -  A 79
 KA0072  PID         -  KA0072
 KA0072  STATE/COUNTY-  IN/MARION
 KA0072  COUNTRY     -  US
 KA0072  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0072
 KA0072                         *CURRENT SURVEY CONTROL
 KA0072  ______________________________________________________________________
 KA0072* NAD 83(1986) POSITION- 39 49 28.     (N) 086 10 52.     (W)   SCALED
 KA0072* NAVD 88 ORTHO HEIGHT -   231.717 (meters)      760.22  (feet) ADJUSTED
 KA0072  ______________________________________________________________________
 KA0072  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 KA0072  DYNAMIC HEIGHT  -        231.589 (meters)      759.80  (feet) COMP
 KA0072  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA0072
 KA0072  VERT ORDER      -  SECOND    CLASS 0
 KA0072
 KA0072.The horizontal coordinates were scaled from a map and have
 KA0072.an estimated accuracy of +/- 6 seconds.
 KA0072
 KA0072.The orthometric height was determined by differential leveling and
 KA0072.adjusted by the NATIONAL GEODETIC SURVEY
 KA0072.in June 1991.
 KA0072
 KA0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0072.GEOID18 height accuracy estimate available here.
 KA0072
 KA0072.Click photographs - Photos may exist for this station.
 KA0072
 KA0072.The dynamic height is computed by dividing the NAVD 88
 KA0072.geopotential number by the normal gravity value computed on the
 KA0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0072.degrees latitude (g = 980.6199 gals.).
 KA0072
 KA0072.The modeled gravity was interpolated from observed gravity values.
 KA0072
 KA0072;                    North         East    Units  Estimated Accuracy
 KA0072;SPC IN E     -   508,150.       55,960.      MT  (+/- 180 meters Scaled)
 KA0072
 KA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK700085(NAD 83)
 KA0072
 KA0072                          SUPERSEDED SURVEY CONTROL
 KA0072
 KA0072  NGVD 29 (??/??/92)  231.847  (m)          760.65   (f) ADJ UNCH    2 0
 KA0072
 KA0072.Superseded values are not recommended for survey control.
 KA0072
 KA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0072.See file dsdata.pdf to determine how the superseded data were derived.
 KA0072
 KA0072_MARKER: DB = BENCH MARK DISK
 KA0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0072_STAMPING: A 79 1946
 KA0072_MARK LOGO: CGS
 KA0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0072+STABILITY: SURFACE MOTION
 KA0072
 KA0072  HISTORY     - Date     Condition        Report By
 KA0072  HISTORY     - 1946     MONUMENTED       CGS
 KA0072  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0072  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0072
 KA0072                          STATION DESCRIPTION
 KA0072
 KA0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0072'AT INDIANAPOLIS.
 KA0072'AT INDIANAPOLIS, ALONG STATE HIGHWAY 29, AT THE INTERSECTION OF
 KA0072'NORTHWESTERN AVENUE AND MAPLE ROAD, 63 FEET WEST OF THE CENTER
 KA0072'LINE OF NORTHWESTERN AVENUE, 30 FEET SOUTH OF THE CENTER LINE OF
 KA0072'THE EAST BOUND TRAFFIC LANE OF MAPLE ROAD, 11 FEET SOUTHEAST OF A
 KA0072'POWER AND LIGHT POLE, AT THE NORTHEAST CORNER OF WOODSTOCK GOLF
 KA0072'COURSE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 KA0072'1 1/2 FEET LOWER THAN STREET LEVEL.  A STANDARD DISK, STAMPED A 79
 KA0072'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0072'ABOVE GROUND.
 KA0072
 KA0072                          STATION RECOVERY (1967)
 KA0072
 KA0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0072'MARK NOT FOUND.
 KA0072
 KA0072                          STATION RECOVERY (1976)
 KA0072
 KA0072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1263 ***********************************************************************
 MD1263  DESIGNATION -  A 8
 MD1263  PID         -  MD1263
 MD1263  STATE/COUNTY-  IN/KOSCIUSKO
 MD1263  COUNTRY     -  US
 MD1263  USGS QUAD   -  ATWOOD (2019)
 MD1263
 MD1263                         *CURRENT SURVEY CONTROL
 MD1263  ______________________________________________________________________
 MD1263* NAD 83(1986) POSITION- 41 15 22.     (N) 085 57 44.     (W)   SCALED
 MD1263* NAVD 88 ORTHO HEIGHT -   245.824 (meters)      806.51  (feet) ADJUSTED
 MD1263  ______________________________________________________________________
 MD1263  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 MD1263  DYNAMIC HEIGHT  -        245.722 (meters)      806.17  (feet) COMP
 MD1263  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 MD1263
 MD1263  VERT ORDER      -  FIRST     CLASS II
 MD1263
 MD1263.The horizontal coordinates were scaled from a map and have
 MD1263.an estimated accuracy of +/- 6 seconds.
 MD1263
 MD1263.The orthometric height was determined by differential leveling and
 MD1263.adjusted by the NATIONAL GEODETIC SURVEY
 MD1263.in June 1991.
 MD1263
 MD1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1263.GEOID18 height accuracy estimate available here.
 MD1263
 MD1263.Click photographs - Photos may exist for this station.
 MD1263
 MD1263.The dynamic height is computed by dividing the NAVD 88
 MD1263.geopotential number by the normal gravity value computed on the
 MD1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1263.degrees latitude (g = 980.6199 gals.).
 MD1263
 MD1263.The modeled gravity was interpolated from observed gravity values.
 MD1263
 MD1263;                    North         East    Units  Estimated Accuracy
 MD1263;SPC IN E     -   667,040.       75,230.      MT  (+/- 180 meters Scaled)
 MD1263
 MD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL869677(NAD 83)
 MD1263
 MD1263                          SUPERSEDED SURVEY CONTROL
 MD1263
 MD1263  NGVD 29 (??/??/92)  245.956  (m)          806.94   (f) ADJ UNCH    1 2
 MD1263
 MD1263.Superseded values are not recommended for survey control.
 MD1263
 MD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1263.See file dsdata.pdf to determine how the superseded data were derived.
 MD1263
 MD1263_MARKER: Q = CHISELED SQUARE
 MD1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1263_SP_SET: BRIDGE PARAPET WALL
 MD1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1263
 MD1263  HISTORY     - Date     Condition        Report By
 MD1263  HISTORY     - 1916     MONUMENTED       CGS
 MD1263  HISTORY     - 1946     GOOD             CGS
 MD1263  HISTORY     - 1968     MARK NOT FOUND   CGS
 MD1263  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD1263  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1263
 MD1263                          STATION DESCRIPTION
 MD1263
 MD1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1263'0.9 MI E FROM ATWOOD.
 MD1263'THE INSIDE OF THE SQUARE IS ROUGH SO THAT THERE IS NO WELL
 MD1263'DEFINED POINT.  NEW DESCRIPTION AS FOLLOWS-- ABOUT 0.9 MILE
 MD1263'EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT ATWOOD,
 MD1263'ABOUT 150 YARDS WEST OF ELECTRIC SIGNAL NUMBER 364.6, AT BRIDGE
 MD1263'NUMBER 364/66, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 MD1263'LIMESTONE MASONRY PARAPET WALL, 8 FEET NORTH OF THE NORTH RAIL
 MD1263'OF THE WEST BOUND TRACK, 3.5 FEET SOUTHEAST OF THE BRIDGE
 MD1263'NUMBER IDENTIFICATION SIGN AND ABOUT 2 1/2 FEET BELOW TRACK
 MD1263'LEVEL.
 MD1263
 MD1263                          STATION RECOVERY (1968)
 MD1263
 MD1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1263'MARK NOT FOUND.
 MD1263
 MD1263                          STATION RECOVERY (1984)
 MD1263
 MD1263'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1263'MARK NOT FOUND.
 MD1263
 MD1263                          STATION RECOVERY (1996)
 MD1263
 MD1263'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0211 ***********************************************************************
 KA0211  DESIGNATION -  A 80
 KA0211  PID         -  KA0211
 KA0211  STATE/COUNTY-  IN/BOONE
 KA0211  COUNTRY     -  US
 KA0211  USGS QUAD   -  ZIONSVILLE (2019)
 KA0211
 KA0211                         *CURRENT SURVEY CONTROL
 KA0211  ______________________________________________________________________
 KA0211* NAD 83(1986) POSITION- 39 56 44.     (N) 086 20 41.     (W)   SCALED
 KA0211* NAVD 88 ORTHO HEIGHT -   281.887 (meters)      924.82  (feet) ADJUSTED
 KA0211  ______________________________________________________________________
 KA0211  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 KA0211  DYNAMIC HEIGHT  -        281.731 (meters)      924.31  (feet) COMP
 KA0211  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 KA0211
 KA0211  VERT ORDER      -  SECOND    CLASS 0
 KA0211
 KA0211.The horizontal coordinates were scaled from a map and have
 KA0211.an estimated accuracy of +/- 6 seconds.
 KA0211
 KA0211.The orthometric height was determined by differential leveling and
 KA0211.adjusted by the NATIONAL GEODETIC SURVEY
 KA0211.in June 1991.
 KA0211
 KA0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0211.GEOID18 height accuracy estimate available here.
 KA0211
 KA0211.Click photographs - Photos may exist for this station.
 KA0211
 KA0211.The dynamic height is computed by dividing the NAVD 88
 KA0211.geopotential number by the normal gravity value computed on the
 KA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0211.degrees latitude (g = 980.6199 gals.).
 KA0211
 KA0211.The modeled gravity was interpolated from observed gravity values.
 KA0211
 KA0211;                    North         East    Units  Estimated Accuracy
 KA0211;SPC IN W     -   521,730.      963,120.      MT  (+/- 180 meters Scaled)
 KA0211
 KA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK559219(NAD 83)
 KA0211
 KA0211                          SUPERSEDED SURVEY CONTROL
 KA0211
 KA0211  NGVD 29 (??/??/92)  281.996  (m)          925.18   (f) ADJ UNCH    2 0
 KA0211
 KA0211.Superseded values are not recommended for survey control.
 KA0211
 KA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0211.See file dsdata.pdf to determine how the superseded data were derived.
 KA0211
 KA0211_MARKER: DB = BENCH MARK DISK
 KA0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0211_STAMPING: A 80 1946
 KA0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0211+STABILITY: SURFACE MOTION
 KA0211
 KA0211  HISTORY     - Date     Condition        Report By
 KA0211  HISTORY     - 1946     MONUMENTED       CGS
 KA0211
 KA0211                          STATION DESCRIPTION
 KA0211
 KA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0211'4.6 MI W FROM ZIONSVILLE.
 KA0211'ABOUT 4.55 MILES WEST ALONG STATE HIGHWAY 334 FROM THE FARMERS
 KA0211'STATE BANK BUILDING AT ZIONSVILLE, AT A NORTH-SOUTH CROSS
 KA0211'ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION, 42 FEET
 KA0211'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST OF THE
 KA0211'CENTER LINE OF THE CROSS ROAD, 2.5 FEET WEST OF A FENCE CORNER,
 KA0211'2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 KA0211'LOWER THAN THE INTERSECTION.  A STANDARD DISK, STAMPED A 80
 KA0211'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0211'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0706 ***********************************************************************
 KA0706  DESIGNATION -  A 81
 KA0706  PID         -  KA0706
 KA0706  STATE/COUNTY-  IN/PUTNAM
 KA0706  COUNTRY     -  US
 KA0706  USGS QUAD   -  REELSVILLE (2019)
 KA0706
 KA0706                         *CURRENT SURVEY CONTROL
 KA0706  ______________________________________________________________________
 KA0706* NAD 83(1986) POSITION- 39 33 24.     (N) 086 55 02.     (W)   SCALED
 KA0706* NAVD 88 ORTHO HEIGHT -   207.530 (meters)      680.87  (feet) ADJUSTED
 KA0706  ______________________________________________________________________
 KA0706  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 KA0706  DYNAMIC HEIGHT  -        207.412 (meters)      680.48  (feet) COMP
 KA0706  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 KA0706
 KA0706  VERT ORDER      -  FIRST     CLASS II
 KA0706
 KA0706.The horizontal coordinates were scaled from a map and have
 KA0706.an estimated accuracy of +/- 6 seconds.
 KA0706
 KA0706.The orthometric height was determined by differential leveling and
 KA0706.adjusted by the NATIONAL GEODETIC SURVEY
 KA0706.in June 1991.
 KA0706
 KA0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0706.GEOID18 height accuracy estimate available here.
 KA0706
 KA0706.Click photographs - Photos may exist for this station.
 KA0706
 KA0706.The dynamic height is computed by dividing the NAVD 88
 KA0706.geopotential number by the normal gravity value computed on the
 KA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0706.degrees latitude (g = 980.6199 gals.).
 KA0706
 KA0706.The modeled gravity was interpolated from observed gravity values.
 KA0706
 KA0706;                    North         East    Units  Estimated Accuracy
 KA0706;SPC IN W     -   478,310.      914,280.      MT  (+/- 180 meters Scaled)
 KA0706
 KA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ071785(NAD 83)
 KA0706
 KA0706                          SUPERSEDED SURVEY CONTROL
 KA0706
 KA0706  NGVD 29 (??/??/92)  207.681  (m)          681.37   (f) ADJ UNCH    1 2
 KA0706
 KA0706.Superseded values are not recommended for survey control.
 KA0706
 KA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0706.See file dsdata.pdf to determine how the superseded data were derived.
 KA0706
 KA0706_MARKER: DB = BENCH MARK DISK
 KA0706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0706_SP_SET: HEADWALL
 KA0706_STAMPING: A 81 1946
 KA0706_MARK LOGO: CGS
 KA0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0706+STABILITY: SURFACE MOTION
 KA0706
 KA0706  HISTORY     - Date     Condition        Report By
 KA0706  HISTORY     - 1946     MONUMENTED       CGS
 KA0706  HISTORY     - 1985     GOOD             NGS
 KA0706  HISTORY     - 20110714 MARK NOT FOUND   GEOCAC
 KA0706
 KA0706                          STATION DESCRIPTION
 KA0706
 KA0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0706'0.5 MI E FROM MANHATTAN.
 KA0706'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE CROSS ROAD
 KA0706'AT MANHATTAN, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 KA0706'WALL OF A 3 FOOT CONCRETE CULVERT, 30 FEET SOUTH OF AND ABOUT 2
 KA0706'FEET LOWER THAN THE CENTER LINE OF THE SOUTH LANE OF THE
 KA0706'HIGHWAY, ABOUT 150 FEET NORTHWEST OF THE NORTHWEST LINE OF THE
 KA0706'SOUTH LANE OF THE HIGHWAY, ABOUT 150 FEET NORTHWEST OF THE
 KA0706'NORTHWEST CORNER OF A FARM HOUSE.  A STANDARD DISK, STAMPED A
 KA0706'81 1946.
 KA0706
 KA0706                          STATION RECOVERY (1985)
 KA0706
 KA0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0706'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.5 KM (11.5
 KA0706'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0706'HIGHWAY 59 IN BRAZIL.
 KA0706
 KA0706                          STATION RECOVERY (2011)
 KA0706
 KA0706'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0706'THE TOP OF THE HEADWALL HAS BEEN MOWN OFF, AND A HOLE REMAINS WHERE
 KA0706'THE STATION DISK SHANK WOULD BE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1220 ***********************************************************************
 KA1220  DESIGNATION -  A 82
 KA1220  PID         -  KA1220
 KA1220  STATE/COUNTY-  IN/CLAY
 KA1220  COUNTRY     -  US
 KA1220  USGS QUAD   -  STAUNTON (2019)
 KA1220
 KA1220                         *CURRENT SURVEY CONTROL
 KA1220  ______________________________________________________________________
 KA1220* NAD 83(1986) POSITION- 39 22 54.     (N) 087 12 06.     (W)   SCALED
 KA1220* NAVD 88 ORTHO HEIGHT -   189.115 (meters)      620.45  (feet) ADJUSTED
 KA1220  ______________________________________________________________________
 KA1220  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 KA1220  DYNAMIC HEIGHT  -        189.006 (meters)      620.10  (feet) COMP
 KA1220  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA1220
 KA1220  VERT ORDER      -  FIRST     CLASS II
 KA1220
 KA1220.The horizontal coordinates were scaled from a map and have
 KA1220.an estimated accuracy of +/- 6 seconds.
 KA1220
 KA1220.The orthometric height was determined by differential leveling and
 KA1220.adjusted by the NATIONAL GEODETIC SURVEY
 KA1220.in June 1991.
 KA1220
 KA1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1220.GEOID18 height accuracy estimate available here.
 KA1220
 KA1220.Click photographs - Photos may exist for this station.
 KA1220
 KA1220.The dynamic height is computed by dividing the NAVD 88
 KA1220.geopotential number by the normal gravity value computed on the
 KA1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1220.degrees latitude (g = 980.6199 gals.).
 KA1220
 KA1220.The modeled gravity was interpolated from observed gravity values.
 KA1220
 KA1220;                    North         East    Units  Estimated Accuracy
 KA1220;SPC IN W     -   458,870.      889,810.      MT  (+/- 180 meters Scaled)
 KA1220
 KA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826591(NAD 83)
 KA1220
 KA1220                          SUPERSEDED SURVEY CONTROL
 KA1220
 KA1220  NGVD 29 (??/??/92)  189.220  (m)          620.80   (f) ADJ UNCH    1 2
 KA1220
 KA1220.Superseded values are not recommended for survey control.
 KA1220
 KA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1220.See file dsdata.pdf to determine how the superseded data were derived.
 KA1220
 KA1220_MARKER: DB = BENCH MARK DISK
 KA1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1220_STAMPING: A 82 1946
 KA1220_MARK LOGO: CGS
 KA1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1220+STABILITY: SURFACE MOTION
 KA1220
 KA1220  HISTORY     - Date     Condition        Report By
 KA1220  HISTORY     - 1946     MONUMENTED       CGS
 KA1220  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1220
 KA1220                          STATION DESCRIPTION
 KA1220
 KA1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1220'AT CORY.
 KA1220'AT CORY, ABOUT 0.2 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1220'FROM THE STATION, AT A ROAD CROSSING, 49 FEET NORTH OF AND ABOUT
 KA1220'2 FEET LOWER THAN THE CENTER LINE OF THE MAIN TRACK, 32 FEET EAST
 KA1220'OF THE CENTER LINE OF THE ROAD, 29.5 FEET NORTH OF POLE NO.
 KA1220'15/29, 14 FEET EAST OF THE WEST END OF THE RIGHT-OF-WAY FENCE,
 KA1220'2.5 FEET SOUTH OF THE FENCE LINE, AND 2 FEET WEST OF A WHITE
 KA1220'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 82 1946 AND SET
 KA1220'IN THE TOP OF A CONCRETE POST.
 KA1220
 KA1220                          STATION RECOVERY (1985)
 KA1220
 KA1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0522 ***********************************************************************
 KA0522  DESIGNATION -  A 83
 KA0522  PID         -  KA0522
 KA0522  STATE/COUNTY-  IN/OWEN
 KA0522  COUNTRY     -  US
 KA0522  USGS QUAD   -  POLAND (2019)
 KA0522
 KA0522                         *CURRENT SURVEY CONTROL
 KA0522  ______________________________________________________________________
 KA0522* NAD 83(1986) POSITION- 39 24 10.     (N) 086 54 50.     (W)   SCALED
 KA0522* NAVD 88 ORTHO HEIGHT -   185.806 (meters)      609.60  (feet) ADJUSTED
 KA0522  ______________________________________________________________________
 KA0522  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KA0522  DYNAMIC HEIGHT  -        185.699 (meters)      609.25  (feet) COMP
 KA0522  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 KA0522
 KA0522  VERT ORDER      -  SECOND    CLASS 0
 KA0522
 KA0522.The horizontal coordinates were scaled from a map and have
 KA0522.an estimated accuracy of +/- 6 seconds.
 KA0522
 KA0522.The orthometric height was determined by differential leveling and
 KA0522.adjusted by the NATIONAL GEODETIC SURVEY
 KA0522.in June 1991.
 KA0522
 KA0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0522.GEOID18 height accuracy estimate available here.
 KA0522
 KA0522.Click photographs - Photos may exist for this station.
 KA0522
 KA0522.The dynamic height is computed by dividing the NAVD 88
 KA0522.geopotential number by the normal gravity value computed on the
 KA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0522.degrees latitude (g = 980.6199 gals.).
 KA0522
 KA0522.The modeled gravity was interpolated from observed gravity values.
 KA0522
 KA0522;                    North         East    Units  Estimated Accuracy
 KA0522;SPC IN W     -   461,230.      914,590.      MT  (+/- 180 meters Scaled)
 KA0522
 KA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ074614(NAD 83)
 KA0522
 KA0522                          SUPERSEDED SURVEY CONTROL
 KA0522
 KA0522  NGVD 29 (??/??/92)  185.926  (m)          609.99   (f) ADJ UNCH    2 0
 KA0522
 KA0522.Superseded values are not recommended for survey control.
 KA0522
 KA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0522.See file dsdata.pdf to determine how the superseded data were derived.
 KA0522
 KA0522_MARKER: DB = BENCH MARK DISK
 KA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0522_STAMPING: A 83 1946
 KA0522_MARK LOGO: CGS
 KA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0522+STABILITY: SURFACE MOTION
 KA0522
 KA0522  HISTORY     - Date     Condition        Report By
 KA0522  HISTORY     - 1946     MONUMENTED       CGS
 KA0522
 KA0522                          STATION DESCRIPTION
 KA0522
 KA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0522'0.4 MI NE FROM JORDAN.
 KA0522'ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD LEADING TO POLAND FROM THE
 KA0522'COMMUNITY PRESBYTERIAN CHURCH AT JORDAN, AT THE T JUNCTION OF A
 KA0522'ROAD LEADING EAST TO CATARACT, 0.25 MILE WEST OF THE CHICAGO,
 KA0522'INDIANAPOLIS AND LOUISVILLE RAILWAY CROSSING, 0.1 MILE NORTH OF A
 KA0522'STEEL BRIDGE ACROSS A CREEK, 45 FEET EAST OF THE CENTER LINE OF THE
 KA0522'ROAD LEADING NORTH TO POLAND, 28.5 FEET EAST OF THE SOUTHWEST
 KA0522'FENCE CORNER OF A PASTURE, 18 FEET NORTH OF AND ABOUT LEVEL WITH THE
 KA0522'CENTER LINE OF THE ROAD LEADING EAST TO CATARACT, 1.5 FOOT SOUTH
 KA0522'OF A WIRE FENCE, AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS
 KA0522'POST.  A STANDARD DISK, STAMPED A 83 1946 AND SET IN THE TOP OF A
 KA0522'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE
 KA0522'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON
 KA0522'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0485 ***********************************************************************
 KA0485  DESIGNATION -  A 84
 KA0485  PID         -  KA0485
 KA0485  STATE/COUNTY-  IN/OWEN
 KA0485  COUNTRY     -  US
 KA0485  USGS QUAD   -  CATARACT (2019)
 KA0485
 KA0485                         *CURRENT SURVEY CONTROL
 KA0485  ______________________________________________________________________
 KA0485* NAD 83(1986) POSITION- 39 25 26.     (N) 086 48 12.     (W)   SCALED
 KA0485* NAVD 88 ORTHO HEIGHT -   235.966 (meters)      774.17  (feet) ADJUSTED
 KA0485  ______________________________________________________________________
 KA0485  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA0485  DYNAMIC HEIGHT  -        235.829 (meters)      773.72  (feet) COMP
 KA0485  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 KA0485
 KA0485  VERT ORDER      -  SECOND    CLASS 0
 KA0485
 KA0485.The horizontal coordinates were scaled from a map and have
 KA0485.an estimated accuracy of +/- 6 seconds.
 KA0485
 KA0485.The orthometric height was determined by differential leveling and
 KA0485.adjusted by the NATIONAL GEODETIC SURVEY
 KA0485.in June 1991.
 KA0485
 KA0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0485.GEOID18 height accuracy estimate available here.
 KA0485
 KA0485.Click photographs - Photos may exist for this station.
 KA0485
 KA0485.The dynamic height is computed by dividing the NAVD 88
 KA0485.geopotential number by the normal gravity value computed on the
 KA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0485.degrees latitude (g = 980.6199 gals.).
 KA0485
 KA0485.The modeled gravity was interpolated from observed gravity values.
 KA0485
 KA0485;                    North         East    Units  Estimated Accuracy
 KA0485;SPC IN W     -   463,590.      924,110.      MT  (+/- 180 meters Scaled)
 KA0485
 KA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ169638(NAD 83)
 KA0485
 KA0485                          SUPERSEDED SURVEY CONTROL
 KA0485
 KA0485  NGVD 29 (??/??/92)  236.086  (m)          774.56   (f) ADJ UNCH    2 0
 KA0485
 KA0485.Superseded values are not recommended for survey control.
 KA0485
 KA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0485.See file dsdata.pdf to determine how the superseded data were derived.
 KA0485
 KA0485_MARKER: DB = BENCH MARK DISK
 KA0485_SETTING: 66 = SET IN ROCK OUTCROP
 KA0485_STAMPING: A 84 1946
 KA0485_MARK LOGO: CGS
 KA0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0485+STABILITY: POSITION/ELEVATION WELL
 KA0485
 KA0485  HISTORY     - Date     Condition        Report By
 KA0485  HISTORY     - 1946     MONUMENTED       CGS
 KA0485
 KA0485                          STATION DESCRIPTION
 KA0485
 KA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0485'0.9 MI S FROM CATARACT.
 KA0485'0.9 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO CUBA FROM THE
 KA0485'COVERED BRIDGE OVER MILL CREEK AT THE ENTRANCE TO THE CATARACT
 KA0485'FALLS AT CATARACT, AT THE CROSSING OF THE CHICAGO, INDIANAPOLIS
 KA0485'AND LOUISVILLE RAILWAY, 30 FEET SOUTHWEST OF THE CENTER LINE
 KA0485'OF THE ROAD, 18 FEET NORTH OF AND ABOUT 3 FEET ABOVE THE CENTER
 KA0485'LINE OF THE TRACK, SET IN THE TOP OF THE NORTHEAST END OF A
 KA0485'ROCK OUTCROP ABOUT 4 FEET LONG AND PROJECTING ABOUT 1 FOOT ABOVE
 KA0485'THE GROUND.  A STANDARD DISK, STAMPED A 84 1946, SET IN A DRILL
 KA0485'HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0462 ***********************************************************************
 KA0462  DESIGNATION -  A 85
 KA0462  PID         -  KA0462
 KA0462  STATE/COUNTY-  IN/OWEN
 KA0462  COUNTRY     -  US
 KA0462  USGS QUAD   -  ARNEY (2019)
 KA0462
 KA0462                         *CURRENT SURVEY CONTROL
 KA0462  ______________________________________________________________________
 KA0462* NAD 83(1986) POSITION- 39 13 48.88   (N) 086 56 25.25   (W)   HD_HELD1
 KA0462* NAVD 88 ORTHO HEIGHT -   212.091 (meters)      695.84  (feet) ADJUSTED
 KA0462  ______________________________________________________________________
 KA0462  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 KA0462  DYNAMIC HEIGHT  -        211.966 (meters)      695.43  (feet) COMP
 KA0462  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 KA0462
 KA0462  VERT ORDER      -  SECOND    CLASS 0
 KA0462
 KA0462.The horizontal coordinates were determined by differentially corrected
 KA0462.hand held GPS observations or other comparable positioning techniques
 KA0462.and have an estimated accuracy of +/- 3 meters.
 KA0462
 KA0462.The orthometric height was determined by differential leveling and
 KA0462.adjusted by the NATIONAL GEODETIC SURVEY
 KA0462.in June 1991.
 KA0462
 KA0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0462.GEOID18 height accuracy estimate available here.
 KA0462
 KA0462.Click photographs - Photos may exist for this station.
 KA0462
 KA0462.The dynamic height is computed by dividing the NAVD 88
 KA0462.geopotential number by the normal gravity value computed on the
 KA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0462.degrees latitude (g = 980.6199 gals.).
 KA0462
 KA0462.The modeled gravity was interpolated from observed gravity values.
 KA0462
 KA0462;                    North         East    Units  Estimated Accuracy
 KA0462;SPC IN W     -   442,066.4     912,345.7     MT  (+/- 3 meters HH1 GPS) 
 KA0462
 KA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0514842329(NAD 83)
 KA0462
 KA0462                          SUPERSEDED SURVEY CONTROL
 KA0462
 KA0462  NGVD 29 (??/??/92)  212.216  (m)          696.25   (f) ADJ UNCH    2 0
 KA0462
 KA0462.Superseded values are not recommended for survey control.
 KA0462
 KA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0462.See file dsdata.pdf to determine how the superseded data were derived.
 KA0462
 KA0462_MARKER: DB = BENCH MARK DISK
 KA0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0462_STAMPING: A 85 1946
 KA0462_MARK LOGO: CGS
 KA0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0462+STABILITY: SURFACE MOTION
 KA0462
 KA0462  HISTORY     - Date     Condition        Report By
 KA0462  HISTORY     - 1946     MONUMENTED       CGS
 KA0462
 KA0462                          STATION DESCRIPTION
 KA0462
 KA0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0462'0.9 MI NW FROM ARNEY.
 KA0462'0.9 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING TO PATRICKSBURG
 KA0462'FROM THE CROSS ROAD AT ARNEY, AT THE JUNCTION OF A ROAD
 KA0462'LEADING WEST, 72.8 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 KA0462'SOUTHWEST CORNER OF A TOW STORY FARM HOUSE, 31 FEET SOUTHWEST OF
 KA0462'THE CENTER LINE OF THE MAIN ROAD, 14 FEET SOUTHWEST OF A FENCE
 KA0462'CORNER, 20 FEET NORTHWEST OF THE CENTER LINE OF A DRIVE WAY TO A
 KA0462'BARN YARD, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 KA0462'A STANDARD DISK, STAMPED A 85 1946 AND SET IN THE TOP OF A
 KA0462'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0787 ***********************************************************************
 KA0787  DESIGNATION -  A 86
 KA0787  PID         -  KA0787
 KA0787  STATE/COUNTY-  IN/HENDRICKS
 KA0787  COUNTRY     -  US
 KA0787  USGS QUAD   -  DANVILLE (2019)
 KA0787
 KA0787                         *CURRENT SURVEY CONTROL
 KA0787  ______________________________________________________________________
 KA0787* NAD 83(1986) POSITION- 39 51 48.     (N) 086 32 36.     (W)   SCALED
 KA0787* NAVD 88 ORTHO HEIGHT -   293.103 (meters)      961.62  (feet) ADJUSTED
 KA0787  ______________________________________________________________________
 KA0787  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 KA0787  DYNAMIC HEIGHT  -        292.942 (meters)      961.09  (feet) COMP
 KA0787  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 KA0787
 KA0787  VERT ORDER      -  SECOND    CLASS 0
 KA0787
 KA0787.The horizontal coordinates were scaled from a map and have
 KA0787.an estimated accuracy of +/- 6 seconds.
 KA0787
 KA0787.The orthometric height was determined by differential leveling and
 KA0787.adjusted by the NATIONAL GEODETIC SURVEY
 KA0787.in June 1991.
 KA0787
 KA0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0787.GEOID18 height accuracy estimate available here.
 KA0787
 KA0787.Click photographs - Photos may exist for this station.
 KA0787
 KA0787.The dynamic height is computed by dividing the NAVD 88
 KA0787.geopotential number by the normal gravity value computed on the
 KA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0787.degrees latitude (g = 980.6199 gals.).
 KA0787
 KA0787.The modeled gravity was interpolated from observed gravity values.
 KA0787
 KA0787;                    North         East    Units  Estimated Accuracy
 KA0787;SPC IN W     -   512,480.      946,200.      MT  (+/- 180 meters Scaled)
 KA0787
 KA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390126(NAD 83)
 KA0787
 KA0787                          SUPERSEDED SURVEY CONTROL
 KA0787
 KA0787  NGVD 29 (??/??/92)  293.205  (m)          961.96   (f) ADJ UNCH    2 0
 KA0787
 KA0787.Superseded values are not recommended for survey control.
 KA0787
 KA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0787.See file dsdata.pdf to determine how the superseded data were derived.
 KA0787
 KA0787_MARKER: DB = BENCH MARK DISK
 KA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0787_STAMPING: A 86 1946
 KA0787_MARK LOGO: CGS
 KA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0787+STABILITY: SURFACE MOTION
 KA0787
 KA0787  HISTORY     - Date     Condition        Report By
 KA0787  HISTORY     - 1946     MONUMENTED       CGS
 KA0787
 KA0787                          STATION DESCRIPTION
 KA0787
 KA0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0787'1.6 MI S FROM LIZTON.
 KA0787'ABOUT 1.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0787'AT LIZTON, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 KA0787'FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY, 38 FEET WEST OF THE
 KA0787'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF THE
 KA0787'DRIVEWAY TO THE HOUSE, 6 FEET SOUTH OF A CONCRETE CORNER FENCE POST,
 KA0787'2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET
 KA0787'HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED A 86 1946 AND
 KA0787'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0840 ***********************************************************************
 LB0840  DESIGNATION -  A 87
 LB0840  PID         -  LB0840
 LB0840  STATE/COUNTY-  IN/TIPPECANOE
 LB0840  COUNTRY     -  US
 LB0840  USGS QUAD   -  MULBERRY (2019)
 LB0840
 LB0840                         *CURRENT SURVEY CONTROL
 LB0840  ______________________________________________________________________
 LB0840* NAD 83(1986) POSITION- 40 18 28.     (N) 086 43 59.     (W)   SCALED
 LB0840* NAVD 88 ORTHO HEIGHT -   232.059 (meters)      761.35  (feet) ADJUSTED
 LB0840  ______________________________________________________________________
 LB0840  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 LB0840  DYNAMIC HEIGHT  -        231.940 (meters)      760.96  (feet) COMP
 LB0840  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 LB0840
 LB0840  VERT ORDER      -  SECOND    CLASS 0
 LB0840
 LB0840.The horizontal coordinates were scaled from a map and have
 LB0840.an estimated accuracy of +/- 6 seconds.
 LB0840
 LB0840.The orthometric height was determined by differential leveling and
 LB0840.adjusted by the NATIONAL GEODETIC SURVEY
 LB0840.in June 1991.
 LB0840
 LB0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0840.GEOID18 height accuracy estimate available here.
 LB0840
 LB0840.Click photographs - Photos may exist for this station.
 LB0840
 LB0840.The dynamic height is computed by dividing the NAVD 88
 LB0840.geopotential number by the normal gravity value computed on the
 LB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0840.degrees latitude (g = 980.6199 gals.).
 LB0840
 LB0840.The modeled gravity was interpolated from observed gravity values.
 LB0840
 LB0840;                    North         East    Units  Estimated Accuracy
 LB0840;SPC IN W     -   561,750.      929,780.      MT  (+/- 180 meters Scaled)
 LB0840
 LB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226619(NAD 83)
 LB0840
 LB0840                          SUPERSEDED SURVEY CONTROL
 LB0840
 LB0840  NGVD 29 (??/??/92)  232.159  (m)          761.68   (f) ADJ UNCH    2 0
 LB0840
 LB0840.Superseded values are not recommended for survey control.
 LB0840
 LB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0840.See file dsdata.pdf to determine how the superseded data were derived.
 LB0840
 LB0840_MARKER: DB = BENCH MARK DISK
 LB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0840_STAMPING: A 87 1946
 LB0840_MARK LOGO: CGS
 LB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0840+STABILITY: SURFACE MOTION
 LB0840
 LB0840  HISTORY     - Date     Condition        Report By
 LB0840  HISTORY     - 1946     MONUMENTED       CGS
 LB0840  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0840
 LB0840                          STATION DESCRIPTION
 LB0840
 LB0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0840'1.4 MI N FROM MONROE.
 LB0840'ABOUT 1.4 MILE NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 LB0840'U.S. HIGHWAY 52 AT MONROE, ABOUT 0.2 MILE SOUTH OF A
 LB0840'NORTHWEST-SOUTHEAST CROSS ROAD, 57 FEET SOUTHEAST OF THE
 LB0840'SOUTHEAST CORNER OF THE HOUSE, 45 FEET SOUTHWEST AND ACROSS THE
 LB0840'ROAD FROM A 20-INCH ELM TREE, 22 FEET SOUTH OF A GARDEN FENCE
 LB0840'CORNER, 4 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET EAST
 LB0840'OF A WIRE FENCE, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 2
 LB0840'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 LB0840'THE ROAD.  A STANDARD DISK, STAMPED A 87 1946 AND SET IN THE
 LB0840'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0840
 LB0840                          STATION RECOVERY (2002)
 LB0840
 LB0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0840'MARK NOT FOUND, POSSIBLY DUE TO INTERSTATE 65 AND THE CROSSROAD BEING
 LB0840'REALIGNED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0815 ***********************************************************************
 LB0815  DESIGNATION -  A 88
 LB0815  PID         -  LB0815
 LB0815  STATE/COUNTY-  IN/MONTGOMERY
 LB0815  COUNTRY     -  US
 LB0815  USGS QUAD   -  LINDEN (2019)
 LB0815
 LB0815                         *CURRENT SURVEY CONTROL
 LB0815  ______________________________________________________________________
 LB0815* NAD 83(1986) POSITION- 40 08 05.88   (N) 086 57 48.28   (W)   HD_HELD1
 LB0815* NAVD 88 ORTHO HEIGHT -   250.201 (meters)      820.87  (feet) ADJUSTED
 LB0815  ______________________________________________________________________
 LB0815  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB0815  DYNAMIC HEIGHT  -        250.069 (meters)      820.43  (feet) COMP
 LB0815  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 LB0815
 LB0815  VERT ORDER      -  SECOND    CLASS 0
 LB0815
 LB0815.The horizontal coordinates were determined by differentially corrected
 LB0815.hand held GPS observations or other comparable positioning techniques
 LB0815.and have an estimated accuracy of +/- 3 meters.
 LB0815
 LB0815.The orthometric height was determined by differential leveling and
 LB0815.adjusted by the NATIONAL GEODETIC SURVEY
 LB0815.in June 1991.
 LB0815
 LB0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0815.GEOID18 height accuracy estimate available here.
 LB0815
 LB0815.Click photographs - Photos may exist for this station.
 LB0815
 LB0815.The dynamic height is computed by dividing the NAVD 88
 LB0815.geopotential number by the normal gravity value computed on the
 LB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0815.degrees latitude (g = 980.6199 gals.).
 LB0815
 LB0815.The modeled gravity was interpolated from observed gravity values.
 LB0815
 LB0815;                    North         East    Units  Estimated Accuracy
 LB0815;SPC IN W     -   542,510.2     910,220.1     MT  (+/- 3 meters HH1 GPS) 
 LB0815
 LB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0311742738(NAD 83)
 LB0815
 LB0815                          SUPERSEDED SURVEY CONTROL
 LB0815
 LB0815  NGVD 29 (??/??/92)  250.284  (m)          821.14   (f) ADJ UNCH    2 0
 LB0815
 LB0815.Superseded values are not recommended for survey control.
 LB0815
 LB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0815.See file dsdata.pdf to determine how the superseded data were derived.
 LB0815
 LB0815_MARKER: DB = BENCH MARK DISK
 LB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0815_STAMPING: A 88 1946
 LB0815_MARK LOGO: CGS
 LB0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0815+STABILITY: SURFACE MOTION
 LB0815
 LB0815  HISTORY     - Date     Condition        Report By
 LB0815  HISTORY     - 1946     MONUMENTED       CGS
 LB0815
 LB0815                          STATION DESCRIPTION
 LB0815
 LB0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0815'2.7 MI E FROM ELMDALE.
 LB0815'ABOUT 2.7 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB0815'JUNCTION OF HIGHWAY 55 AT ELMDALE, ABOUT 0.1 MILE EAST OF A
 LB0815'GRAVEL ROAD LEADING SOUTH, 21 FEET SOUTH OF AND ABOUT LEVEL WITH
 LB0815'THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A CORNER
 LB0815'FENCE POST AT A T FENCE LEADING SOUTH, 6 FEET NORTHEAST OF A
 LB0815'30 INCH TREE, 2 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A
 LB0815'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 88 1946
 LB0815'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0815'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1677 ***********************************************************************
 LB1677  DESIGNATION -  A 89
 LB1677  PID         -  LB1677
 LB1677  STATE/COUNTY-  IN/TIPPECANOE
 LB1677  COUNTRY     -  US
 LB1677  USGS QUAD   -  WESTPOINT (2019)
 LB1677
 LB1677                         *CURRENT SURVEY CONTROL
 LB1677  ______________________________________________________________________
 LB1677* NAD 83(1986) POSITION- 40 17 18.     (N) 087 03 25.     (W)   SCALED
 LB1677* NAVD 88 ORTHO HEIGHT -   226.046 (meters)      741.62  (feet) ADJUSTED
 LB1677  ______________________________________________________________________
 LB1677  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 LB1677  DYNAMIC HEIGHT  -        225.934 (meters)      741.25  (feet) COMP
 LB1677  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LB1677
 LB1677  VERT ORDER      -  SECOND    CLASS 0
 LB1677
 LB1677.The horizontal coordinates were scaled from a map and have
 LB1677.an estimated accuracy of +/- 6 seconds.
 LB1677
 LB1677.The orthometric height was determined by differential leveling and
 LB1677.adjusted by the NATIONAL GEODETIC SURVEY
 LB1677.in June 1991.
 LB1677
 LB1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1677.GEOID18 height accuracy estimate available here.
 LB1677
 LB1677.Click photographs - Photos may exist for this station.
 LB1677
 LB1677.The dynamic height is computed by dividing the NAVD 88
 LB1677.geopotential number by the normal gravity value computed on the
 LB1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1677.degrees latitude (g = 980.6199 gals.).
 LB1677
 LB1677.The modeled gravity was interpolated from observed gravity values.
 LB1677
 LB1677;                    North         East    Units  Estimated Accuracy
 LB1677;SPC IN W     -   559,530.      902,240.      MT  (+/- 180 meters Scaled)
 LB1677
 LB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK951597(NAD 83)
 LB1677
 LB1677                          SUPERSEDED SURVEY CONTROL
 LB1677
 LB1677  NGVD 29 (??/??/92)  226.128  (m)          741.89   (f) ADJ UNCH    2 0
 LB1677
 LB1677.Superseded values are not recommended for survey control.
 LB1677
 LB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1677.See file dsdata.pdf to determine how the superseded data were derived.
 LB1677
 LB1677_MARKER: DB = BENCH MARK DISK
 LB1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1677_STAMPING: A 89 1946
 LB1677_MARK LOGO: CGS
 LB1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1677+STABILITY: SURFACE MOTION
 LB1677
 LB1677  HISTORY     - Date     Condition        Report By
 LB1677  HISTORY     - 1946     MONUMENTED       CGS
 LB1677  HISTORY     - 1958     GOOD             CGS
 LB1677
 LB1677                          STATION DESCRIPTION
 LB1677
 LB1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1677'0.8 MI E FROM ODELL.
 LB1677'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB1677'WITH STATE HIGHWAY 25 AT ODELL, 140 FEET SOUTHEAST OF THE
 LB1677'SOUTHEAST CORNER OF A TWO STORY WHITE HOUSE, 29 FEET EAST OF THE
 LB1677'CENTER LINE OF THE DRIVE-WAY TO THE HOUSE, 28.5 FEET NORTH OF
 LB1677'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 22 FEET
 LB1677'EAST OF POWER POLE NO. 141-168, 8 FEET NORTH OF THE EAST END
 LB1677'OF A 14 INCH CONCRETE PIPE CULVERT, AND 2 FEET EAST OF A WHITE
 LB1677'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 89 1946 AND SET
 LB1677'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB1677'NOTE-- 44 FEET EAST OF THE CENTER OF A POWER POLE, 22 FEET EAST
 LB1677'OF THE CENTERLINE OF THE DRIVEWAY, AND 1 FOOT SOUTH OF A FENCE.
 LB1677
 LB1677                          STATION RECOVERY (1958)
 LB1677
 LB1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LB1677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1360 ***********************************************************************
 MD1360  DESIGNATION -  A 9
 MD1360  PID         -  MD1360
 MD1360  STATE/COUNTY-  IN/ELKHART
 MD1360  COUNTRY     -  US
 MD1360  USGS QUAD   -  ELKHART (2019)
 MD1360
 MD1360                         *CURRENT SURVEY CONTROL
 MD1360  ______________________________________________________________________
 MD1360* NAD 83(1986) POSITION- 41 41 42.     (N) 085 53 55.     (W)   SCALED
 MD1360* NAVD 88 ORTHO HEIGHT -   231.219 (meters)      758.59  (feet) ADJUSTED
 MD1360  ______________________________________________________________________
 MD1360  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 MD1360  DYNAMIC HEIGHT  -        231.131 (meters)      758.30  (feet) COMP
 MD1360  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 MD1360
 MD1360  VERT ORDER      -  FIRST     CLASS II
 MD1360
 MD1360.The horizontal coordinates were scaled from a map and have
 MD1360.an estimated accuracy of +/- 6 seconds.
 MD1360
 MD1360.The orthometric height was determined by differential leveling and
 MD1360.adjusted by the NATIONAL GEODETIC SURVEY
 MD1360.in June 1991.
 MD1360
 MD1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1360.GEOID18 height accuracy estimate available here.
 MD1360
 MD1360.Click photographs - Photos may exist for this station.
 MD1360
 MD1360.The dynamic height is computed by dividing the NAVD 88
 MD1360.geopotential number by the normal gravity value computed on the
 MD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1360.degrees latitude (g = 980.6199 gals.).
 MD1360
 MD1360.The modeled gravity was interpolated from observed gravity values.
 MD1360
 MD1360;                    North         East    Units  Estimated Accuracy
 MD1360;SPC IN E     -   715,770.       80,690.      MT  (+/- 180 meters Scaled)
 MD1360
 MD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM916164(NAD 83)
 MD1360
 MD1360                          SUPERSEDED SURVEY CONTROL
 MD1360
 MD1360  NGVD 29 (??/??/92)  231.350  (m)          759.02   (f) ADJ UNCH    1 2
 MD1360
 MD1360.Superseded values are not recommended for survey control.
 MD1360
 MD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1360.See file dsdata.pdf to determine how the superseded data were derived.
 MD1360
 MD1360_MARKER: Q = CHISELED SQUARE
 MD1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1360_SP_SET: ABUTMENT
 MD1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1360
 MD1360  HISTORY     - Date     Condition        Report By
 MD1360  HISTORY     - 1916     MONUMENTED       CGS
 MD1360  HISTORY     - 1934     GOOD             CGS
 MD1360  HISTORY     - 1959     MARK NOT FOUND   CGS
 MD1360
 MD1360                          STATION DESCRIPTION
 MD1360
 MD1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1360'AT MOREHOUS.
 MD1360'AT MOREHOUS, ELKHART COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD1360'AT A BRIDGE OVER SPINE CREEK, AND ON THE NORTH END OF THE EAST
 MD1360'ABUTMENT.  AN OUTLINED SQUARE.
 MD1360
 MD1360                          STATION RECOVERY (1959)
 MD1360
 MD1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MD1360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1443 ***********************************************************************
 ME1443  DESIGNATION -  A 90 RESET
 ME1443  PID         -  ME1443
 ME1443  STATE/COUNTY-  IN/LAKE
 ME1443  COUNTRY     -  US
 ME1443  USGS QUAD   -  DYER (2019)
 ME1443
 ME1443                         *CURRENT SURVEY CONTROL
 ME1443  ______________________________________________________________________
 ME1443* NAD 83(1986) POSITION- 41 29 55.     (N) 087 31 15.     (W)   SCALED
 ME1443* NAVD 88 ORTHO HEIGHT -   193.54  (meters)      635.0   (feet) RESET
 ME1443  ______________________________________________________________________
 ME1443  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1443  VERT ORDER      -  THIRD
 ME1443
 ME1443.The horizontal coordinates were scaled from a map and have
 ME1443.an estimated accuracy of +/- 6 seconds.
 ME1443
 ME1443.The orthometric height was computed from unverified reset data.
 ME1443
 ME1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1443.GEOID18 height accuracy estimate available here.
 ME1443
 ME1443.Click photographs - Photos may exist for this station.
 ME1443
 ME1443;                    North         East    Units  Estimated Accuracy
 ME1443;SPC IN W     -   694,020.      863,470.      MT  (+/- 180 meters Scaled)
 ME1443
 ME1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL565942(NAD 83)
 ME1443
 ME1443                          SUPERSEDED SURVEY CONTROL
 ME1443
 ME1443.No superseded survey control is available for this station.
 ME1443
 ME1443_MARKER: DB = BENCH MARK DISK
 ME1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1443_STAMPING: A 90 RESET 1970
 ME1443_MARK LOGO: CGS
 ME1443_PROJECTION: FLUSH
 ME1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1443+STABILITY: SURFACE MOTION
 ME1443
 ME1443  HISTORY     - Date     Condition        Report By
 ME1443  HISTORY     - 1970     MONUMENTED       NGS
 ME1443
 ME1443                          STATION DESCRIPTION
 ME1443
 ME1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ME1443'AT DYER.
 ME1443'AT THE NORTH EDGE OF DYER, ABOUT 200 FEET NORTHEAST OF THE
 ME1443'INTERSECTION OF MATTESON AND HART STREETS, 20 FEET SOUTH OF
 ME1443'SOUTH RAIL OF RAILROAD, 3 FEET SOUTH OF A TELEPHONE POLE,
 ME1443'45 FEET NORTH OF THE NORTHWEST CORNER OF KEILMAN CO. FEED MILL,
 ME1443'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0085 ***********************************************************************
 LB0085  DESIGNATION -  A 91
 LB0085  PID         -  LB0085
 LB0085  STATE/COUNTY-  IN/HOWARD
 LB0085  COUNTRY     -  US
 LB0085  USGS QUAD   -  GALVESTON (2019)
 LB0085
 LB0085                         *CURRENT SURVEY CONTROL
 LB0085  ______________________________________________________________________
 LB0085* NAD 83(1986) POSITION- 40 32 54.     (N) 086 09 53.     (W)   SCALED
 LB0085* NAVD 88 ORTHO HEIGHT -   250.294 (meters)      821.17  (feet) ADJUSTED
 LB0085  ______________________________________________________________________
 LB0085  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 LB0085  DYNAMIC HEIGHT  -        250.167 (meters)      820.76  (feet) COMP
 LB0085  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 LB0085
 LB0085  VERT ORDER      -  SECOND    CLASS 0
 LB0085
 LB0085.The horizontal coordinates were scaled from a map and have
 LB0085.an estimated accuracy of +/- 6 seconds.
 LB0085
 LB0085.The orthometric height was determined by differential leveling and
 LB0085.adjusted by the NATIONAL GEODETIC SURVEY
 LB0085.in June 1991.
 LB0085
 LB0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0085.GEOID18 height accuracy estimate available here.
 LB0085
 LB0085.Click photographs - Photos may exist for this station.
 LB0085
 LB0085.The dynamic height is computed by dividing the NAVD 88
 LB0085.geopotential number by the normal gravity value computed on the
 LB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0085.degrees latitude (g = 980.6199 gals.).
 LB0085
 LB0085.The modeled gravity was interpolated from observed gravity values.
 LB0085
 LB0085;                    North         East    Units  Estimated Accuracy
 LB0085;SPC IN E     -   588,520.       57,810.      MT  (+/- 180 meters Scaled)
 LB0085
 LB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK707889(NAD 83)
 LB0085
 LB0085                          SUPERSEDED SURVEY CONTROL
 LB0085
 LB0085  NGVD 29 (??/??/92)  250.416  (m)          821.57   (f) ADJ UNCH    2 0
 LB0085
 LB0085.Superseded values are not recommended for survey control.
 LB0085
 LB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0085.See file dsdata.pdf to determine how the superseded data were derived.
 LB0085
 LB0085_MARKER: DB = BENCH MARK DISK
 LB0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0085_SP_SET: CULVERT HEADWALL
 LB0085_STAMPING: A 91 1938
 LB0085_MARK LOGO: CGS
 LB0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0085+STABILITY: SURFACE MOTION
 LB0085
 LB0085  HISTORY     - Date     Condition        Report By
 LB0085  HISTORY     - 1938     MONUMENTED       CGS
 LB0085
 LB0085                          STATION DESCRIPTION
 LB0085
 LB0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0085'4 MI NW FROM KOKOMO.
 LB0085'4.0 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0085'PENNSYLVANIA RAILROAD FROM THE STATION AT KOKOMO, HOWARD COUNTY,
 LB0085'0.4 MILE NORTHWEST OF MILEPOST 163, 0.1 MILE NORTH OF A
 LB0085'NORTH-AND-SOUTH GRAVEL-ROAD CROSSING, IN THE TOP OF A CONCRETE
 LB0085'CULVERT, 30 INCHES NORTH OF THE SOUTH END, 10 FEET WEST OF THE
 LB0085'CENTERLINE OF A GRAVEL ROAD, AND ABOUT 2 FEET HIGHER THAN THE
 LB0085'ROAD.  A STANDARD DISK, STAMPED A 91 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1854 ***********************************************************************
 JZ1854  DESIGNATION -  A 93
 JZ1854  PID         -  JZ1854
 JZ1854  STATE/COUNTY-  IN/JENNINGS
 JZ1854  COUNTRY     -  US
 JZ1854  USGS QUAD   -  HOLTON (2019)
 JZ1854
 JZ1854                         *CURRENT SURVEY CONTROL
 JZ1854  ______________________________________________________________________
 JZ1854* NAD 83(1986) POSITION- 39 03 04.     (N) 085 28 50.     (W)   SCALED
 JZ1854* NAVD 88 ORTHO HEIGHT -   249.591 (meters)      818.87  (feet) POSTED
 JZ1854  ______________________________________________________________________
 JZ1854  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ1854  DYNAMIC HEIGHT  -        249.43  (meters)      818.3   (feet) COMP
 JZ1854  MODELED GRAVITY -    979,974.9   (mgal)                       NAVD 88
 JZ1854
 JZ1854  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1854
 JZ1854.The horizontal coordinates were scaled from a map and have
 JZ1854.an estimated accuracy of +/- 6 seconds.
 JZ1854
 JZ1854.The orthometric height was determined by differential leveling
 JZ1854.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1854
 JZ1854.* This is a POSTED BENCH MARK height.
 JZ1854
 JZ1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1854.GEOID18 height accuracy estimate available here.
 JZ1854
 JZ1854.Click photographs - Photos may exist for this station.
 JZ1854
 JZ1854.The dynamic height is computed by dividing the NAVD 88
 JZ1854.geopotential number by the normal gravity value computed on the
 JZ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1854.degrees latitude (g = 980.6199 gals.).
 JZ1854
 JZ1854.The modeled gravity was interpolated from observed gravity values.
 JZ1854
 JZ1854;                    North         East    Units  Estimated Accuracy
 JZ1854;SPC IN E     -   422,190.      116,110.      MT  (+/- 180 meters Scaled)
 JZ1854
 JZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ314235(NAD 83)
 JZ1854
 JZ1854                          SUPERSEDED SURVEY CONTROL
 JZ1854
 JZ1854  NGVD 29 (??/??/92)  249.715  (m)          819.27   (f) ADJ UNCH    1 2
 JZ1854
 JZ1854.Superseded values are not recommended for survey control.
 JZ1854
 JZ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1854.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1854
 JZ1854_MARKER: DB = BENCH MARK DISK
 JZ1854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1854_SP_SET: CULVERT HEADWALL
 JZ1854_STAMPING: A 93 1938
 JZ1854_MARK LOGO: CGS
 JZ1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1854+STABILITY: SURFACE MOTION
 JZ1854
 JZ1854  HISTORY     - Date     Condition        Report By
 JZ1854  HISTORY     - 1938     MONUMENTED       CGS
 JZ1854  HISTORY     - 20230803 MARK NOT FOUND   INDOT
 JZ1854
 JZ1854                          STATION DESCRIPTION
 JZ1854
 JZ1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1854'8.6 MI E FROM NORTH VERNON.
 JZ1854'8.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1854'STATION AT NORTH VERNON, JENNINGS COUNTY, 35 FEET SOUTHWEST OF
 JZ1854'POLE 63/26, 42 FEET SOUTHEAST OF A RAILROAD CULVERT, AT A CONCRETE
 JZ1854'CULVERT UNDER U.S. HIGHWAY 50, IN THE NORTH END OF THE WEST
 JZ1854'WING WALL, 54 FEET SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF THE
 JZ1854'CENTERLINE OF THE HIGHWAY, ABOUT 6-1/2 FEET LOWER THAN THE TRACK,
 JZ1854'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JZ1854'STAMPED A 93 1938.
 JZ1854
 JZ1854                          STATION RECOVERY (2023)
 JZ1854
 JZ1854'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1854'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0775 ***********************************************************************
 LB0775  DESIGNATION -  A 94
 LB0775  PID         -  LB0775
 LB0775  STATE/COUNTY-  IN/TIPPECANOE
 LB0775  COUNTRY     -  US
 LB0775  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0775
 LB0775                         *CURRENT SURVEY CONTROL
 LB0775  ______________________________________________________________________
 LB0775* NAD 83(1986) POSITION- 40 22 39.     (N) 086 56 26.     (W)   SCALED
 LB0775* NAVD 88 ORTHO HEIGHT -   169.150 (meters)      554.95  (feet) ADJUSTED
 LB0775  ______________________________________________________________________
 LB0775  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 LB0775  DYNAMIC HEIGHT  -        169.067 (meters)      554.68  (feet) COMP
 LB0775  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 LB0775
 LB0775  VERT ORDER      -  SECOND    CLASS 0
 LB0775
 LB0775.The horizontal coordinates were scaled from a map and have
 LB0775.an estimated accuracy of +/- 6 seconds.
 LB0775
 LB0775.The orthometric height was determined by differential leveling and
 LB0775.adjusted by the NATIONAL GEODETIC SURVEY
 LB0775.in June 1991.
 LB0775
 LB0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0775.GEOID18 height accuracy estimate available here.
 LB0775
 LB0775.Click photographs - Photos may exist for this station.
 LB0775
 LB0775.The dynamic height is computed by dividing the NAVD 88
 LB0775.geopotential number by the normal gravity value computed on the
 LB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0775.degrees latitude (g = 980.6199 gals.).
 LB0775
 LB0775.The modeled gravity was interpolated from observed gravity values.
 LB0775
 LB0775;                    North         East    Units  Estimated Accuracy
 LB0775;SPC IN W     -   569,440.      912,130.      MT  (+/- 180 meters Scaled)
 LB0775
 LB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK050696(NAD 83)
 LB0775
 LB0775                          SUPERSEDED SURVEY CONTROL
 LB0775
 LB0775  NGVD 29 (??/??/92)  169.237  (m)          555.24   (f) ADJ UNCH    2 0
 LB0775
 LB0775.Superseded values are not recommended for survey control.
 LB0775
 LB0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0775.See file dsdata.pdf to determine how the superseded data were derived.
 LB0775
 LB0775_MARKER: DB = BENCH MARK DISK
 LB0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0775_STAMPING: A 94 1946
 LB0775_MARK LOGO: CGS
 LB0775_PROJECTION: PROJECTING 5 CENTIMETERS
 LB0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0775+STABILITY: SURFACE MOTION
 LB0775
 LB0775  HISTORY     - Date     Condition        Report By
 LB0775  HISTORY     - 1946     MONUMENTED       CGS
 LB0775  HISTORY     - 1966     GOOD             CGS
 LB0775  HISTORY     - 20230516 GOOD             INDOT
 LB0775
 LB0775                          STATION DESCRIPTION
 LB0775
 LB0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0775'0.5 MI NE FROM SHADELAND.
 LB0775'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE PLAINS
 LB0775'GRANGE BUILDING AT SHADELAND, ABOUT 0.3 MILE SOUTHWEST OF
 LB0775'THE BRIDGE OVER BIG WEA CREEK, 81 FEET NORTHEAST OF AND ACROSS
 LB0775'THE HIGHWAY FROM POLE NO. 32-856, 82 FEET NORTHWEST OF AND ACROSS
 LB0775'THE ROAD FROM A BLAZED OAK TREE, 33 FEET NORTHWEST OF THE
 LB0775'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF TELEPHONE POLE
 LB0775'NO. 119, 5 FEET SOUTHEAST OF A HEDGE FENCE LINE, 2 FEET
 LB0775'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB0775'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 94 1946 AND
 LB0775'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0775'GROUND.
 LB0775
 LB0775                          STATION RECOVERY (1966)
 LB0775
 LB0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0775'RECOVERED IN GOOD CONDITION.
 LB0775
 LB0775                          STATION RECOVERY (2023)
 LB0775
 LB0775'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (CB)
 LB0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1907 ***********************************************************************
 JZ1907  DESIGNATION -  A 94 RESET
 JZ1907  PID         -  JZ1907
 JZ1907  STATE/COUNTY-  IN/RIPLEY
 JZ1907  COUNTRY     -  US
 JZ1907  USGS QUAD   -  DILLSBORO (2019)
 JZ1907
 JZ1907                         *CURRENT SURVEY CONTROL
 JZ1907  ______________________________________________________________________
 JZ1907* NAD 83(1986) POSITION- 39 07 10.     (N) 085 06 59.     (W)   SCALED
 JZ1907* NAVD 88 ORTHO HEIGHT -   304.44  (+/-2cm)      998.8   (feet) VERTCON3
 JZ1907  ______________________________________________________________________
 JZ1907  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ1907  VERT ORDER      -  THIRD (See Below)
 JZ1907
 JZ1907.The horizontal coordinates were scaled from a map and have
 JZ1907.an estimated accuracy of +/- 6 seconds.
 JZ1907
 JZ1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1907
 JZ1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1907.GEOID18 height accuracy estimate available here.
 JZ1907
 JZ1907.The vertical order pertains to the NGVD 29 superseded value.
 JZ1907
 JZ1907.Click photographs - Photos may exist for this station.
 JZ1907
 JZ1907;                    North         East    Units  Estimated Accuracy
 JZ1907;SPC IN E     -   429,900.      147,590.      MT  (+/- 180 meters Scaled)
 JZ1907
 JZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ628317(NAD 83)
 JZ1907
 JZ1907                          SUPERSEDED SURVEY CONTROL
 JZ1907
 JZ1907  NGVD 29 (??/??/??)  304.60   (m)          999.3    (f) RESET       3  
 JZ1907
 JZ1907.Superseded values are not recommended for survey control.
 JZ1907
 JZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1907.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1907
 JZ1907_MARKER: DB = BENCH MARK DISK
 JZ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1907_STAMPING: A 94 RESET 1957
 JZ1907_MARK LOGO: CGS
 JZ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1907+STABILITY: SURFACE MOTION
 JZ1907
 JZ1907  HISTORY     - Date     Condition        Report By
 JZ1907  HISTORY     - 1957     MONUMENTED       CGS
 JZ1907  HISTORY     - 1957     GOOD             CGS
 JZ1907
 JZ1907                          STATION DESCRIPTION
 JZ1907
 JZ1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1907'0.9 MI E FROM MILAN.
 JZ1907'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1907'STATION AT MILAN, 0.3 MILE EAST OF A ROAD CROSSING AND SCHOOL,
 JZ1907'11 POLES WEST OF PRIVATE ROAD CROSSING, 200 YARDS NORTH OF THE
 JZ1907'CENTER OF STATE HIGHWAY 350, SOUTH AND ACROSS TRACKS FROM A
 JZ1907'GOLF COURSE, 3 1/2 RAILS WEST OF A CUT SECTION BOX, 21 FEET
 JZ1907'SOUTH OF SOUTH RAIL, 6 FEET WEST OF TELEPHONE POLE NO. 41-30,
 JZ1907'3.4 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE LINE, 1.5 FEET ABOVE
 JZ1907'LEVEL OF TRACK, SET IN THE TOP OF PRECAST CONCRETE POST, PROJECTING
 JZ1907'6 INCHES.  NOTE-- THESE POLES ARE NUMBERED EVERY TENTH POLE
 JZ1907'FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1713 ***********************************************************************
 LB1713  DESIGNATION -  A 95
 LB1713  PID         -  LB1713
 LB1713  STATE/COUNTY-  IN/WARREN
 LB1713  COUNTRY     -  US
 LB1713  USGS QUAD   -  OTTERBEIN (2019)
 LB1713
 LB1713                         *CURRENT SURVEY CONTROL
 LB1713  ______________________________________________________________________
 LB1713* NAD 83(1986) POSITION- 40 26 33.     (N) 087 06 26.     (W)   SCALED
 LB1713* NAVD 88 ORTHO HEIGHT -   210.449 (meters)      690.45  (feet) ADJUSTED
 LB1713  ______________________________________________________________________
 LB1713  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 LB1713  DYNAMIC HEIGHT  -        210.346 (meters)      690.11  (feet) COMP
 LB1713  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LB1713
 LB1713  VERT ORDER      -  SECOND    CLASS 0
 LB1713
 LB1713.The horizontal coordinates were scaled from a map and have
 LB1713.an estimated accuracy of +/- 6 seconds.
 LB1713
 LB1713.The orthometric height was determined by differential leveling and
 LB1713.adjusted by the NATIONAL GEODETIC SURVEY
 LB1713.in June 1991.
 LB1713
 LB1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1713.GEOID18 height accuracy estimate available here.
 LB1713
 LB1713.Click photographs - Photos may exist for this station.
 LB1713
 LB1713.The dynamic height is computed by dividing the NAVD 88
 LB1713.geopotential number by the normal gravity value computed on the
 LB1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1713.degrees latitude (g = 980.6199 gals.).
 LB1713
 LB1713.The modeled gravity was interpolated from observed gravity values.
 LB1713
 LB1713;                    North         East    Units  Estimated Accuracy
 LB1713;SPC IN W     -   576,650.      897,970.      MT  (+/- 180 meters Scaled)
 LB1713
 LB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909768(NAD 83)
 LB1713
 LB1713                          SUPERSEDED SURVEY CONTROL
 LB1713
 LB1713  NGVD 29 (??/??/92)  210.525  (m)          690.70   (f) ADJ UNCH    2 0
 LB1713
 LB1713.Superseded values are not recommended for survey control.
 LB1713
 LB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1713.See file dsdata.pdf to determine how the superseded data were derived.
 LB1713
 LB1713_MARKER: DB = BENCH MARK DISK
 LB1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1713_STAMPING: A 95 1946
 LB1713_MARK LOGO: CGS
 LB1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1713+STABILITY: SURFACE MOTION
 LB1713
 LB1713  HISTORY     - Date     Condition        Report By
 LB1713  HISTORY     - 1946     MONUMENTED       CGS
 LB1713
 LB1713                          STATION DESCRIPTION
 LB1713
 LB1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1713'2.2 MI N FROM GREEN HILL.
 LB1713'ABOUT 2.25 MILES NORTH ALONG A GRAVEL ROAD LEADING PAST THE
 LB1713'ARMSTRONG CHURCH AND CEMETERY TO STATE HIGHWAY 26 FROM THE
 LB1713'MASONIC BUILDING AT GREEN HILL, ABOUT 0.2 MILE SOUTH OF HIGHWAY
 LB1713'26, 43.5 FEET NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE,
 LB1713'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE
 LB1713'CENTER LINE OF A GATE WITH TWO 1 FOOT SQUARE CONCRETE POSTS,
 LB1713'6 FEET SOUTH OF THE SOUTH POST, IN THE FENCE LINE, 2 FEET NORTH
 LB1713'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER
 LB1713'LINE OF THE ROAD.  A STANDARD DISK, STAMEPD A 95 1946 AND SET IN
 LB1713'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1688 ***********************************************************************
 LB1688  DESIGNATION -  A 96
 LB1688  PID         -  LB1688
 LB1688  STATE/COUNTY-  IN/MONTGOMERY
 LB1688  COUNTRY     -  US
 LB1688  USGS QUAD   -  WINGATE (2019)
 LB1688
 LB1688                         *CURRENT SURVEY CONTROL
 LB1688  ______________________________________________________________________
 LB1688* NAD 83(1986) POSITION- 40 11 14.     (N) 087 04 23.     (W)   SCALED
 LB1688* NAVD 88 ORTHO HEIGHT -   229.879 (meters)      754.19  (feet) ADJUSTED
 LB1688  ______________________________________________________________________
 LB1688  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 LB1688  DYNAMIC HEIGHT  -        229.760 (meters)      753.80  (feet) COMP
 LB1688  MODELED GRAVITY -    980,103.3   (mgal)                       NAVD 88
 LB1688
 LB1688  VERT ORDER      -  SECOND    CLASS 0
 LB1688
 LB1688.The horizontal coordinates were scaled from a map and have
 LB1688.an estimated accuracy of +/- 6 seconds.
 LB1688
 LB1688.The orthometric height was determined by differential leveling and
 LB1688.adjusted by the NATIONAL GEODETIC SURVEY
 LB1688.in June 1991.
 LB1688
 LB1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1688.GEOID18 height accuracy estimate available here.
 LB1688
 LB1688.Click photographs - Photos may exist for this station.
 LB1688
 LB1688.The dynamic height is computed by dividing the NAVD 88
 LB1688.geopotential number by the normal gravity value computed on the
 LB1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1688.degrees latitude (g = 980.6199 gals.).
 LB1688
 LB1688.The modeled gravity was interpolated from observed gravity values.
 LB1688
 LB1688;                    North         East    Units  Estimated Accuracy
 LB1688;SPC IN W     -   548,310.      900,880.      MT  (+/- 180 meters Scaled)
 LB1688
 LB1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937485(NAD 83)
 LB1688
 LB1688                          SUPERSEDED SURVEY CONTROL
 LB1688
 LB1688  NGVD 29 (??/??/92)  229.958  (m)          754.45   (f) ADJ UNCH    2 0
 LB1688
 LB1688.Superseded values are not recommended for survey control.
 LB1688
 LB1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1688.See file dsdata.pdf to determine how the superseded data were derived.
 LB1688
 LB1688_MARKER: DB = BENCH MARK DISK
 LB1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1688_STAMPING: A 96 1946
 LB1688_MARK LOGO: CGS
 LB1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1688+STABILITY: SURFACE MOTION
 LB1688
 LB1688  HISTORY     - Date     Condition        Report By
 LB1688  HISTORY     - 1946     MONUMENTED       CGS
 LB1688
 LB1688                          STATION DESCRIPTION
 LB1688
 LB1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1688'1 MI N FROM WINGATE.
 LB1688'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST
 LB1688'OFFICE AT WINGATE, ABOUT 0.1 MILE NORTH OF A SIGN SHOBES CAFE,
 LB1688'AT A T FENCE LEADING WEST, ABOUT 3 1/2 POLES NORTH OF A POLE WITH
 LB1688'A TRANSFORMER, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1688'2 FEET EAST OF THE CORNER POST AT THE T FENCE, 2 FEET SOUTH OF A
 LB1688'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 LB1688'A STANDARD DISK, STAMPED A 96 1946 AND SET IN THE TOP OF A CONCRETE
 LB1688'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1708 ***********************************************************************
 LB1708  DESIGNATION -  A 97
 LB1708  PID         -  LB1708
 LB1708  STATE/COUNTY-  IN/FOUNTAIN
 LB1708  COUNTRY     -  US
 LB1708  USGS QUAD   -  MELLOTT (2019)
 LB1708
 LB1708                         *CURRENT SURVEY CONTROL
 LB1708  ______________________________________________________________________
 LB1708* NAD 83(1986) POSITION- 40 14 11.     (N) 087 13 35.     (W)   SCALED
 LB1708* NAVD 88 ORTHO HEIGHT -   197.886 (meters)      649.23  (feet) ADJUSTED
 LB1708  ______________________________________________________________________
 LB1708  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 LB1708  DYNAMIC HEIGHT  -        197.785 (meters)      648.90  (feet) COMP
 LB1708  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 LB1708
 LB1708  VERT ORDER      -  SECOND    CLASS 0
 LB1708
 LB1708.The horizontal coordinates were scaled from a map and have
 LB1708.an estimated accuracy of +/- 6 seconds.
 LB1708
 LB1708.The orthometric height was determined by differential leveling and
 LB1708.adjusted by the NATIONAL GEODETIC SURVEY
 LB1708.in June 1991.
 LB1708
 LB1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1708.GEOID18 height accuracy estimate available here.
 LB1708
 LB1708.Click photographs - Photos may exist for this station.
 LB1708
 LB1708.The dynamic height is computed by dividing the NAVD 88
 LB1708.geopotential number by the normal gravity value computed on the
 LB1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1708.degrees latitude (g = 980.6199 gals.).
 LB1708
 LB1708.The modeled gravity was interpolated from observed gravity values.
 LB1708
 LB1708;                    North         East    Units  Estimated Accuracy
 LB1708;SPC IN W     -   553,770.      887,830.      MT  (+/- 180 meters Scaled)
 LB1708
 LB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK807540(NAD 83)
 LB1708
 LB1708                          SUPERSEDED SURVEY CONTROL
 LB1708
 LB1708  NGVD 29 (??/??/92)  197.961  (m)          649.48   (f) ADJ UNCH    2 0
 LB1708
 LB1708.Superseded values are not recommended for survey control.
 LB1708
 LB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1708.See file dsdata.pdf to determine how the superseded data were derived.
 LB1708
 LB1708_MARKER: DB = BENCH MARK DISK
 LB1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1708_STAMPING: A 97 1946
 LB1708_MARK LOGO: CGS
 LB1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1708+STABILITY: SURFACE MOTION
 LB1708
 LB1708  HISTORY     - Date     Condition        Report By
 LB1708  HISTORY     - 1946     MONUMENTED       CGS
 LB1708
 LB1708                          STATION DESCRIPTION
 LB1708
 LB1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1708'0.9 MI E FROM ROB ROY.
 LB1708'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 LB1708'WITH U.S. HIGHWAY 41 AT ROB ROY, 0.1 MILE WEST OF A CROSS ROAD,
 LB1708'73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE BARN, 58
 LB1708'FEET SOUTH OF AND ACROSS THE ROAD FROM POWER POLE NO. 142-207,
 LB1708'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTHEAST
 LB1708'OF AN IRON PIPE FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LB1708'POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1708'A 97 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1708'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1531 ***********************************************************************
 LB1531  DESIGNATION -  A 98
 LB1531  PID         -  LB1531
 LB1531  STATE/COUNTY-  IN/FOUNTAIN
 LB1531  COUNTRY     -  US
 LB1531  USGS QUAD   -  ATTICA (2019)
 LB1531
 LB1531                         *CURRENT SURVEY CONTROL
 LB1531  ______________________________________________________________________
 LB1531* NAD 83(1986) POSITION- 40 16 21.     (N) 087 14 36.     (W)   SCALED
 LB1531* NAVD 88 ORTHO HEIGHT -   201.621 (meters)      661.48  (feet) ADJUSTED
 LB1531  ______________________________________________________________________
 LB1531  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 LB1531  DYNAMIC HEIGHT  -        201.519 (meters)      661.15  (feet) COMP
 LB1531  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 LB1531
 LB1531  VERT ORDER      -  SECOND    CLASS 0
 LB1531
 LB1531.The horizontal coordinates were scaled from a map and have
 LB1531.an estimated accuracy of +/- 6 seconds.
 LB1531
 LB1531.The orthometric height was determined by differential leveling and
 LB1531.adjusted by the NATIONAL GEODETIC SURVEY
 LB1531.in June 1991.
 LB1531
 LB1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1531.GEOID18 height accuracy estimate available here.
 LB1531
 LB1531.Click photographs - Photos may exist for this station.
 LB1531
 LB1531.The dynamic height is computed by dividing the NAVD 88
 LB1531.geopotential number by the normal gravity value computed on the
 LB1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1531.degrees latitude (g = 980.6199 gals.).
 LB1531
 LB1531.The modeled gravity was interpolated from observed gravity values.
 LB1531
 LB1531;                    North         East    Units  Estimated Accuracy
 LB1531;SPC IN W     -   557,790.      886,390.      MT  (+/- 180 meters Scaled)
 LB1531
 LB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793580(NAD 83)
 LB1531
 LB1531                          SUPERSEDED SURVEY CONTROL
 LB1531
 LB1531  NGVD 29 (??/??/92)  201.691  (m)          661.71   (f) ADJ UNCH    2 0
 LB1531
 LB1531.Superseded values are not recommended for survey control.
 LB1531
 LB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1531.See file dsdata.pdf to determine how the superseded data were derived.
 LB1531
 LB1531_MARKER: DB = BENCH MARK DISK
 LB1531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB1531+WITH SETTING: PAVEMENT
 LB1531_SP_SET: GATE POST
 LB1531_STAMPING: A 98 1946
 LB1531_MARK LOGO: CGS
 LB1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1531+STABILITY: SURFACE MOTION
 LB1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1531+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 LB1531
 LB1531  HISTORY     - Date     Condition        Report By
 LB1531  HISTORY     - 1946     MONUMENTED       CGS
 LB1531  HISTORY     - 20060922 GOOD             INDOT
 LB1531  HISTORY     - 20090623 GOOD             JCLS
 LB1531
 LB1531                          STATION DESCRIPTION
 LB1531
 LB1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1531'1.6 MI S FROM ATTICA.
 LB1531'ABOUT 1.65 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1531'AT ATTICA, SET VERTICALLY IN A 24 INCH SQUARE CONCRETE GATE
 LB1531'POST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET
 LB1531'SOUTH OF THE CENTER LINE OF THE GATE, 30 FEET SOUTH OF A HOTEL
 LB1531'ATTICA CAFE AND BAR SIGN, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 LB1531'STANDARD DISK, STAMPED A 98 1946.
 LB1531
 LB1531                          STATION RECOVERY (2006)
 LB1531
 LB1531'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 LB1531'RECOVERED AS DESCRIBED EXCEPT    BEGINNING 8.5 FT. SOUTH OF CENTERLINE
 LB1531'OF GATE,  30 FT. SOUTH OF HOTEL ATTICA CAFE AND BAR SIGN
 LB1531'NOTE   THE HOTEL AND GATE ARE BOTH NO LONGER IN EXISTENCE.
 LB1531
 LB1531                          STATION RECOVERY (2009)
 LB1531
 LB1531'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LB1531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1554 ***********************************************************************
 LB1554  DESIGNATION -  A 99 RESET
 LB1554  PID         -  LB1554
 LB1554  STATE/COUNTY-  IN/WARREN
 LB1554  COUNTRY     -  US
 LB1554  USGS QUAD   -  PINE VILLAGE (2019)
 LB1554
 LB1554                         *CURRENT SURVEY CONTROL
 LB1554  ______________________________________________________________________
 LB1554* NAD 83(1986) POSITION- 40 26 44.     (N) 087 21 59.     (W)   SCALED
 LB1554* NAVD 88 ORTHO HEIGHT -   222.86  (meters)      731.2   (feet) RESET
 LB1554  ______________________________________________________________________
 LB1554  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 LB1554  VERT ORDER      -  THIRD
 LB1554
 LB1554.The horizontal coordinates were scaled from a map and have
 LB1554.an estimated accuracy of +/- 6 seconds.
 LB1554
 LB1554.The orthometric height was computed from unverified reset data.
 LB1554
 LB1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1554.GEOID18 height accuracy estimate available here.
 LB1554
 LB1554.Click photographs - Photos may exist for this station.
 LB1554
 LB1554;                    North         East    Units  Estimated Accuracy
 LB1554;SPC IN W     -   577,030.      875,990.      MT  (+/- 180 meters Scaled)
 LB1554
 LB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK689772(NAD 83)
 LB1554
 LB1554                          SUPERSEDED SURVEY CONTROL
 LB1554
 LB1554  NGVD 29 (08/22/16)  222.92   (m)          731.4    (f) RESET       3  
 LB1554
 LB1554.Superseded values are not recommended for survey control.
 LB1554
 LB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1554.See file dsdata.pdf to determine how the superseded data were derived.
 LB1554
 LB1554_MARKER: DV = VERTICAL CONTROL DISK
 LB1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1554_STAMPING: A 99 RESET 1974
 LB1554_MARK LOGO: NGS
 LB1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1554+STABILITY: SURFACE MOTION
 LB1554
 LB1554  HISTORY     - Date     Condition        Report By
 LB1554  HISTORY     - 1974     MONUMENTED       NGS
 LB1554
 LB1554                          STATION DESCRIPTION
 LB1554
 LB1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LB1554'5 MI S FROM BOSWELL.
 LB1554'5.15 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 LB1554'STATE HIGHWAY 152 AT BOSWELL, ABOUT 120 FEET EAST OF THE CENTER
 LB1554'OF THE MEDIAN OF THE HIGHWAY, 18 FEET NORTH OF THE CENTERLINE
 LB1554'OF A DRIVEWAY, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 LB1554'SOUTHWEST OF A POWER POLE AND SET IN THE TOP OF A ROUND CONCRETE
 LB1554'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1600 ***********************************************************************
 MD1600  DESIGNATION -  ABOITE
 MD1600  PID         -  MD1600
 MD1600  STATE/COUNTY-  IN/ALLEN
 MD1600  COUNTRY     -  US
 MD1600  USGS QUAD   -  ARCOLA (2019)
 MD1600
 MD1600                         *CURRENT SURVEY CONTROL
 MD1600  ______________________________________________________________________
 MD1600* NAD 83(1997) POSITION- 41 02 42.64960(N) 085 17 05.95672(W)   ADJUSTED
 MD1600* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 MD1600  ______________________________________________________________________
 MD1600  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 MD1600  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 MD1600  HORZ ORDER      -  FIRST
 MD1600
 MD1600.The horizontal coordinates were established by classical geodetic methods
 MD1600.and adjusted by the National Geodetic Survey in May 1999.
 MD1600
 MD1600.The orthometric height was scaled from a topographic map.
 MD1600
 MD1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1600.GEOID18 height accuracy estimate available here.
 MD1600
 MD1600.Click photographs - Photos may exist for this station.
 MD1600
 MD1600.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1600
 MD1600. The following values were computed from the NAD 83(1997) position.
 MD1600
 MD1600;                    North         East     Units Scale Factor Converg.
 MD1600;SPC IN E     -   643,645.700   132,089.632   MT  0.99997934   +0 15 02.3
 MD1600;SPC IN E     - 2,111,694.27    433,364.07   sFT  0.99997934   +0 15 02.3
 MD1600;UTM  16      - 4,545,189.325   644,139.607   MT  0.99985571   +1 07 34.9
 MD1600
 MD1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1600!SPC IN E     -   0.99996459  x   0.99997934  =   0.99994393
 MD1600!UTM  16      -   0.99996459  x   0.99985571  =   0.99982031
 MD1600
 MD1600:                Primary Azimuth Mark                     Grid Az
 MD1600:SPC IN E     -  PEABODY RESET                            282 53 40.2
 MD1600:UTM  16      -  PEABODY RESET                            282 01 07.6
 MD1600
 MD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4413945189(NAD 83)
 MD1600
 MD1600|---------------------------------------------------------------------|
 MD1600| PID    Reference Object                     Distance      Geod. Az  |
 MD1600|                                                           dddmmss.s |
 MD1600| CC7700 ABOITE RM 1                          33.818 METERS 06023     |
 MD1600| MD1565 WAYNEDALE MUNICIPAL TANK            APPROX. 9.9 KM 1065728.7 |
 MD1600| LA2002 BAER FIELD AIRWAY BEACON            APPROX. 9.8 KM 1273812.3 |
 MD1600| CC7699 ABOITE AZ MK                                       1713440.2 |
 MD1600| CC7701 ABOITE RM 2                          37.329 METERS 24207     |
 MD1600| MD0789 PEABODY RESET                       APPROX.16.0 KM 2830842.5 |
 MD1600|---------------------------------------------------------------------|
 MD1600
 MD1600                          SUPERSEDED SURVEY CONTROL
 MD1600
 MD1600  NAD 83(1995)-  41 02 42.65092(N)    085 17 05.96244(W) AD(       ) 1
 MD1600  NAD 83(1986)-  41 02 42.65179(N)    085 17 05.97002(W) AD(       ) 1
 MD1600  NAD 27      -  41 02 42.48120(N)    085 17 06.06660(W) AD(       ) 1
 MD1600
 MD1600.Superseded values are not recommended for survey control.
 MD1600
 MD1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1600.See file dsdata.pdf to determine how the superseded data were derived.
 MD1600
 MD1600_MARKER: DS = TRIANGULATION STATION DISK
 MD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1600_STAMPING: ABOITE 1946
 MD1600_MARK LOGO: CGS
 MD1600_PROJECTION: FLUSH
 MD1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1600+STABILITY: SURFACE MOTION
 MD1600
 MD1600  HISTORY     - Date     Condition        Report By
 MD1600  HISTORY     - 1946     MONUMENTED       CGS
 MD1600  HISTORY     - 1955     GOOD             CGS
 MD1600  HISTORY     - 1963     GOOD             CGS
 MD1600
 MD1600                          STATION DESCRIPTION
 MD1600
 MD1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1600'THE STATION IS LOCATED ABOUT 8 MILES WEST OF FORT WAYNE AND 4 MILES
 MD1600'NORTHEAST OF ABOITE IN THE SOUTHWEST CORNER OF A SCHOOL YARD.  IT IS
 MD1600'157 FEET WEST-NORTHWEST OF A GRAVEL CROSSROADS, 87 FEET WEST OF THE
 MD1600'SOUTHWEST CORNER OF A BRICK SCHOOL HOUSE, 39 FEET NORTHEAST OF
 MD1600'TELEPHONE POLE NO. AA4 150 AND 38 FEET NORTH OF THE APPROXIMATE
 MD1600'CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 MD1600'THE DISK IS STAMPED ABOITE 1946.
 MD1600'
 MD1600'REFERENCE MARK NO. 1 IS 110.95 FEET NORTHEAST OF THE STATION AND 1
 MD1600'FOOT WEST OF THE NORTHWEST CORNER OF THE BRICK SCHOOLHOUSE.  THE MARK
 MD1600'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ABOITE NO 1 1946.
 MD1600'
 MD1600'REFERENCE MARK NO. 2 IS 122.47 FEET SOUTHWEST OF THE STATION, 84 FEET
 MD1600'SOUTHWEST OF TELEPHONE POLE NO.  AA4 150, 12 FEET EAST OF TELEPHONE
 MD1600'POLE R-134 AND 15 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 MD1600'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ABOITE
 MD1600'NO 2 1946.
 MD1600'
 MD1600'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 80 FEET SOUTH OF
 MD1600'TELEPHONE POLE NO. AA4, 17 FEET WEST OF THE CENTERLINE OF A GRAVEL
 MD1600'ROAD, 2.5 FEET NORTH OF A FENCE CORNER AND 1.5 FEET NORTH OF A WHITE
 MD1600'WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 MD1600'STAMPED ABOITE 1946.
 MD1600'
 MD1600'TO REACH THE STATION FROM THE GREYHOUND BUS STATION IN FORT WAYNE, GO
 MD1600'WEST ON HIGHWAYS 37, 14 AND 24 FOR 02.6 MILES, TAKE LEFT FORK AND GO
 MD1600'SOUTHWEST ON HIGHWAYS 37 AND 24 FOR 03.5 MILES TO A SIGN ABOITE
 MD1600'CENTER.  TURN RIGHT AND GO WEST FOR 02.5 MILES TO A CROSSROAD AND A
 MD1600'SCHOOLYARD IN THE NORTHWEST ANGLE.  THE STATION IS IN THE SOUTHWEST
 MD1600'CORNER OF THE SCHOOLYARD AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 MD1600'THE CROSSROADS, GO SOUTH FOR 0.2 MILE TO A FENCE CORNER NEAR A HOUSE
 MD1600'AND THE AZIMUTH MARK AS DESCRIBED.
 MD1600'
 MD1600'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1600
 MD1600                          STATION RECOVERY (1955)
 MD1600
 MD1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 MD1600'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 MD1600'ADEQUATE.
 MD1600
 MD1600                          STATION RECOVERY (1963)
 MD1600
 MD1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1600'RECOVERED ONLY THE STATION AND NO. 2 REF. MARKS IN GOOD CONDITION
 MD1600'ESSENTIALLY AS ORIGINALLY DESCRIBED, R.M. NO. 1 TILTED EASTERLY, THE
 MD1600'AZIMUTH MARK WAS NOT FOUND.
 MD1600'
 MD1600'ABOUT 7 MILES W AND 2 MILES S OF THE HEART OF FORT WAYNE, OR 1.1 MILES
 MD1600'NORTHERLY ALONG NO.  24 U.S.  HIGHWAY FROM ITS UNDERPASS OF NO. 69
 MD1600'INTERSTATE HWY. AT THE 4-WAY INTERCHANGE BETWEEN THE TWO, THENCE 2.5
 MD1600'MILES W ALONG ABOITE CENTER ROAD TO INTERSECTION WITH HOMESTEAD ROAD
 MD1600'AT OLD ABANDONED BRICK SCHOOL AND THE STATION ON RIGHT, ABOUT 0.6 MILE
 MD1600'N OF THE NEW ABOITE TOWNSHIP SCHOOL, 157 FEET N 77 DEG. W OF CENTER OF
 MD1600'THE CROSSROADS, 101 FEET W OF N CORNER OF MOST WESTERLY WALL OF THE
 MD1600'OLD BUILDING, 38 FEET N OF CENTER LINE OF 18-FOOT PAVEMENT, 2.0 FEET
 MD1600'LOWER THAN SAME, STANDARD DISKS STAMPED ABOITE 1946 ARE SET IN 1A AND
 MD1600'7A NOTES MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1600'
 MD1600'REFERENCE STAMPED ABOITE NO. 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1600'111.14 FEET OR 33.876 METERS ENE IN APPROX. AZIMUTH 240 DEG. 24 MIN.
 MD1600'FROM STATION, AND 1.6 FEET SW OF THE NW CORNER OF THE OLD BRICK SCHOOL
 MD1600'BUILDING.  THE MARK IS APPARENTLY TILTED TOWARD THE EAST.
 MD1600'
 MD1600'REFERENCE STAMPED ABOITE NO. 2 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1600'122.40 FEET OR 37.308 METERS WSW IN AZIMUTH 62 DEG. 07 MIN. FROM
 MD1600'STATION, ON CREST OF RIDGE, 18-1/2 FEET S OF CENTER LINE OF ROAD, 0.1
 MD1600'FOOT HIGHER THAN SAME, AND 17 FEET E OF NO. R-1347 TELEPHONE POLE.
 MD1600'
 MD1600'NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND.  THE 17 FEET W OF THE
 MD1600'CENTER LINE OF GRAVEL ROAD OF ORIGINAL DESCRIPTION MEASURED NOW FROM
 MD1600'CENTER LINE OF ASPHALT ROAD FALLS ON THE NEARER SLOPE OF THE DITCH.
 MD1600'IT IS SUSPECTED THE MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2222 ***********************************************************************
 LB2222  DESIGNATION -  ADAMS
 LB2222  PID         -  LB2222
 LB2222  STATE/COUNTY-  IN/WARREN
 LB2222  COUNTRY     -  US
 LB2222  USGS QUAD   -  CHATTERTON (2019)
 LB2222
 LB2222                         *CURRENT SURVEY CONTROL
 LB2222  ______________________________________________________________________
 LB2222* NAD 83(1997) POSITION- 40 27 01.39624(N) 087 11 18.31160(W)   ADJUSTED
 LB2222* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2222  ______________________________________________________________________
 LB2222  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 LB2222  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LB2222  HORZ ORDER      -  SECOND
 LB2222
 LB2222.The horizontal coordinates were established by classical geodetic methods
 LB2222.and adjusted by the National Geodetic Survey in May 1999.
 LB2222
 LB2222.The orthometric height was scaled from a topographic map.
 LB2222
 LB2222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2222.GEOID18 height accuracy estimate available here.
 LB2222
 LB2222.Click photographs - Photos may exist for this station.
 LB2222
 LB2222.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2222
 LB2222. The following values were computed from the NAD 83(1997) position.
 LB2222
 LB2222;                    North         East     Units Scale Factor Converg.
 LB2222;SPC IN W     -   577,531.873   891,085.785   MT  0.99996764   -0 04 05.4
 LB2222;SPC IN W     - 1,894,785.82  2,923,503.95   sFT  0.99996764   -0 04 05.4
 LB2222;UTM  16      - 4,477,764.859   484,022.696   MT  0.99960314   -0 07 20.1
 LB2222
 LB2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2222!SPC IN W     -   0.99997106  x   0.99996764  =   0.99993870
 LB2222!UTM  16      -   0.99997106  x   0.99960314  =   0.99957421
 LB2222
 LB2222:                Primary Azimuth Mark                     Grid Az
 LB2222:SPC IN W     -  ADAMS AZ MK                              051 20 18.3
 LB2222:UTM  16      -  ADAMS AZ MK                              051 23 33.0
 LB2222
 LB2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8402277764(NAD 83)
 LB2222
 LB2222|---------------------------------------------------------------------|
 LB2222| PID    Reference Object                     Distance      Geod. Az  |
 LB2222|                                                           dddmmss.s |
 LB2222| CM2647 ADAMS AZ MK                                        0511612.9 |
 LB2222| CM2648 ADAMS RM 1                           28.600 METERS 21741     |
 LB2222| CM2649 ADAMS RM 2                           29.661 METERS 31807     |
 LB2222|---------------------------------------------------------------------|
 LB2222
 LB2222                          SUPERSEDED SURVEY CONTROL
 LB2222
 LB2222  NAD 83(1986)-  40 27 01.40417(N)    087 11 18.32218(W) AD(       ) 2
 LB2222  NAD 27      -  40 27 01.27350(N)    087 11 18.27830(W) AD(       ) 2
 LB2222
 LB2222.Superseded values are not recommended for survey control.
 LB2222
 LB2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2222.See file dsdata.pdf to determine how the superseded data were derived.
 LB2222
 LB2222_MARKER: DS = TRIANGULATION STATION DISK
 LB2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2222_STAMPING: ADAMS 1948
 LB2222_MARK LOGO: CGS
 LB2222_PROJECTION: FLUSH
 LB2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2222+STABILITY: SURFACE MOTION
 LB2222
 LB2222  HISTORY     - Date     Condition        Report By
 LB2222  HISTORY     - 1948     MONUMENTED       CGS
 LB2222
 LB2222                          STATION DESCRIPTION
 LB2222
 LB2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2222'STATION IS LOCATED ALONG STATE HIGHWAY 26 ABOUT 3-1/2 MILES EAST OF
 LB2222'PINE VILLAGE AND ABOUT 17 MILES NORTHWEST OF LA FAYETTE.  IT IS 76
 LB2222'FEET SOUTH OF SOUTH END OF A BARN, 53 FEET NORTH OF CENTER OF
 LB2222'HIGHWAY 26 AND 23 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 LB2222'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ADAMS 1948.
 LB2222'
 LB2222'REFERENCE MARK NO. 1 IS 93.82 FEET SOUTHWEST OF STATION.  IT IS 21
 LB2222'FEET SOUTH OF CENTER OF HIGHWAY 26 AND 1 FOOT NORTH OF A FENCE.  THE
 LB2222'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ADAMS NO 1
 LB2222'1948.
 LB2222'
 LB2222'REFERENCE MARK NO. 2 IS 97.27 FEET NORTHWEST OF STATION.  IT IS 48
 LB2222'FEET WEST OF SOUTHWEST CORNER OF BARN AND 20 FEET NORTH OF NORTH
 LB2222'EDGE OF CONCRETE WALK.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LB2222'DISK IS STAMPED ADAMS NO 2 1948.
 LB2222'
 LB2222'AZIMUTH MARK IS 0.6 MILE NORTHEAST OF STATION.  IT IS 21 FEET EAST OF
 LB2222'CENTER OF A GRAVEL ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST
 LB2222'AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2
 LB2222'INCHES AND THE DISK IS STAMPED ADAMS 1948.
 LB2222'
 LB2222'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND U. S.
 LB2222'HIGHWAY 52 (BUSINESS ROUTE) IN WEST LA FAYETTE, GO NORTHWEST AND
 LB2222'WEST ON HIGHWAY 26 FOR 17.3 MILES TO STATION ON RIGHT OR NORTH SIDE
 LB2222'OF HIGHWAY AS DESCRIBED.
 LB2222'
 LB2222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 26 FOR
 LB2222'0.3 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVEL
 LB2222'ROAD FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LB2222'
 LB2222'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3365 ***********************************************************************
 JZ3365  DESIGNATION -  ADAMS
 JZ3365  PID         -  JZ3365
 JZ3365  STATE/COUNTY-  IN/JENNINGS
 JZ3365  COUNTRY     -  US
 JZ3365  USGS QUAD   -  NORTH VERNON (2019)
 JZ3365
 JZ3365                         *CURRENT SURVEY CONTROL
 JZ3365  ______________________________________________________________________
 JZ3365* NAD 83(1997) POSITION- 39 00 23.83029(N) 085 38 35.53155(W)   ADJUSTED
 JZ3365* NAVD 88 ORTHO HEIGHT -   228.47  (+/-2cm)      749.6   (feet) VERTCON3
 JZ3365  ______________________________________________________________________
 JZ3365  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ3365  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 JZ3365  HORZ ORDER      -  SECOND
 JZ3365  VERT ORDER      -  THIRD ? (See Below)
 JZ3365
 JZ3365.The horizontal coordinates were established by classical geodetic methods
 JZ3365.and adjusted by the National Geodetic Survey in May 1999.
 JZ3365
 JZ3365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3365
 JZ3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3365.GEOID18 height accuracy estimate available here.
 JZ3365
 JZ3365.The vertical order pertains to the NGVD 29 superseded value.
 JZ3365
 JZ3365.Click photographs - Photos may exist for this station.
 JZ3365
 JZ3365.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3365
 JZ3365. The following values were computed from the NAD 83(1997) position.
 JZ3365
 JZ3365;                    North         East     Units Scale Factor Converg.
 JZ3365;SPC IN E     -   417,231.400   102,032.298   MT  0.99996672   +0 00 53.2
 JZ3365;SPC IN E     - 1,368,866.68    334,750.96   sFT  0.99996672   +0 00 53.2
 JZ3365;UTM  16      - 4,318,386.749   617,478.772   MT  0.99976994   +0 51 14.7
 JZ3365
 JZ3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3365!SPC IN E     -   0.99996949  x   0.99996672  =   0.99993621
 JZ3365!UTM  16      -   0.99996949  x   0.99976994  =   0.99973944
 JZ3365
 JZ3365:                Primary Azimuth Mark                     Grid Az
 JZ3365:SPC IN E     -  NORTH VERNON                             088 35 12.2
 JZ3365:UTM  16      -  NORTH VERNON                             087 44 50.7
 JZ3365
 JZ3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1747818386(NAD 83)
 JZ3365
 JZ3365|---------------------------------------------------------------------|
 JZ3365| PID    Reference Object                     Distance      Geod. Az  |
 JZ3365|                                                           dddmmss.s |
 JZ3365| JZ2113 NORTH VERNON                        APPROX. 1.6 KM 0883605.4 |
 JZ3365| CC7703 ADAMS RM                             20.550 METERS 26240     |
 JZ3365|---------------------------------------------------------------------|
 JZ3365
 JZ3365                          SUPERSEDED SURVEY CONTROL
 JZ3365
 JZ3365  NAD 83(1995)-  39 00 23.82816(N)    085 38 35.50383(W) AD(       ) 2
 JZ3365  NAD 83(1993)-  39 00 23.82883(N)    085 38 35.50515(W) AD(       ) 2
 JZ3365  NAD 83(1986)-  39 00 23.82825(N)    085 38 35.50949(W) AD(       ) 2
 JZ3365  NAD 27      -  39 00 23.63500(N)    085 38 35.62600(W) AD(       ) 2
 JZ3365  USSD        -  39 00 23.79000(N)    085 38 35.45300(W) AD(       ) 3
 JZ3365  NGVD 29             228.59   (m)          750.0    (f) LEVELING    3  
 JZ3365
 JZ3365.Superseded values are not recommended for survey control.
 JZ3365
 JZ3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3365.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3365
 JZ3365_MARKER: DS = TRIANGULATION STATION DISK
 JZ3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3365_STAMPING: ADAMS 1920
 JZ3365_MARK LOGO: CGS
 JZ3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3365+STABILITY: SURFACE MOTION
 JZ3365
 JZ3365  HISTORY     - Date     Condition        Report By
 JZ3365  HISTORY     - 1920     MONUMENTED       CGS
 JZ3365
 JZ3365                          STATION DESCRIPTION
 JZ3365
 JZ3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3365'ABOUT 1 MILE W OF NORTH VERNON, 400 YARDS W OF A LAMP-CHIMNEY
 JZ3365'FACTORY, AND 2 YARDS N OF THE BALTIMORE AND OHIO RAILROAD
 JZ3365'RIGHT-OF-WAY FENCE LINE, IN A SMALL FIELD BETWEEN THE RAILROAD AND
 JZ3365'THE HIGHWAY, AND 40 YARDS S OF THE HIGHWAY. THE N AND NEAREST
 JZ3365'RAIL OF THE MAIN TRACK IS 13.26 METERS 43.50 FEET DISTANT. THE
 JZ3365'STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 JZ3365'IN CONCRETE. THE REFERENCE MARK
 JZ3365'IS IN THE RIGHT-OF-WAY FENCE LINE ON THE SAME SIDE OF THE TRACK
 JZ3365'AS THE STATION, 20.55 METERS 67.42 FEET FROM THE STATION
 JZ3365'S 82 DEG 40 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2423 ***********************************************************************
 LB2423  DESIGNATION -  ADAMS
 LB2423  PID         -  LB2423
 LB2423  STATE/COUNTY-  IN/CASS
 LB2423  COUNTRY     -  US
 LB2423  USGS QUAD   -  LOGANSPORT (2019)
 LB2423
 LB2423                         *CURRENT SURVEY CONTROL
 LB2423  ______________________________________________________________________
 LB2423* NAD 83(1997) POSITION- 40 45 25.69531(N) 086 18 00.06083(W)   ADJUSTED
 LB2423* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 LB2423  ______________________________________________________________________
 LB2423  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 LB2423  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 LB2423  HORZ ORDER      -  THIRD
 LB2423
 LB2423.The horizontal coordinates were established by classical geodetic methods
 LB2423.and adjusted by the National Geodetic Survey in May 1999.
 LB2423
 LB2423.The orthometric height was scaled from a topographic map.
 LB2423
 LB2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2423.GEOID18 height accuracy estimate available here.
 LB2423
 LB2423.Click photographs - Photos may exist for this station.
 LB2423
 LB2423.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2423
 LB2423. The following values were computed from the NAD 83(1997) position.
 LB2423
 LB2423;                    North         East     Units Scale Factor Converg.
 LB2423;SPC IN E     -   611,781.825    46,519.467   MT  1.00000186   -0 24 48.6
 LB2423;SPC IN E     - 2,007,154.20    152,622.62   sFT  1.00000186   -0 24 48.6
 LB2423;SPC IN W     -   611,884.037   966,143.890   MT  1.00002050   +0 30 41.1
 LB2423;SPC IN W     - 2,007,489.54  3,169,757.08   sFT  1.00002050   +0 30 41.1
 LB2423;UTM  16      - 4,512,033.236   559,085.426   MT  0.99964297   +0 27 25.2
 LB2423
 LB2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2423!SPC IN E     -   0.99997197  x   1.00000186  =   0.99997383
 LB2423!SPC IN W     -   0.99997197  x   1.00002050  =   0.99999247
 LB2423!UTM  16      -   0.99997197  x   0.99964297  =   0.99961495
 LB2423
 LB2423:                Primary Azimuth Mark                     Grid Az
 LB2423:SPC IN E     -  ADAMS AZ MK                              181 50 15.9
 LB2423:SPC IN W     -  ADAMS AZ MK                              180 54 46.2
 LB2423:UTM  16      -  ADAMS AZ MK                              180 58 02.1
 LB2423
 LB2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5908512033(NAD 83)
 LB2423
 LB2423|---------------------------------------------------------------------|
 LB2423| PID    Reference Object                     Distance      Geod. Az  |
 LB2423|                                                           dddmmss.s |
 LB2423| CC7704 ADAMS AZ MK                                        1812527.3 |
 LB2423| CC7705 ADAMS RM 1                           18.611 METERS 18659     |
 LB2423| LB2432 LOGANSPORT W HEPPE AND SON STK      APPROX. 5.2 KM 2633534.0 |
 LB2423| CC7706 ADAMS RM 2                           24.208 METERS 26422     |
 LB2423|---------------------------------------------------------------------|
 LB2423
 LB2423                          SUPERSEDED SURVEY CONTROL
 LB2423
 LB2423  NAD 83(1986)-  40 45 25.69989(N)    086 18 00.07125(W) AD(       ) 3
 LB2423  NAD 27      -  40 45 25.54940(N)    086 18 00.07650(W) AD(       ) 3
 LB2423
 LB2423.Superseded values are not recommended for survey control.
 LB2423
 LB2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2423.See file dsdata.pdf to determine how the superseded data were derived.
 LB2423
 LB2423_MARKER: DS = TRIANGULATION STATION DISK
 LB2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2423_STAMPING: ADAMS 1948
 LB2423_MARK LOGO: CGS
 LB2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2423+STABILITY: SURFACE MOTION
 LB2423
 LB2423  HISTORY     - Date     Condition        Report By
 LB2423  HISTORY     - 1948     MONUMENTED       CGS
 LB2423  HISTORY     - 1955     GOOD             CGS
 LB2423
 LB2423                          STATION DESCRIPTION
 LB2423
 LB2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2423'STATION IS LOCATED 3-1/2 MILES EAST OF LOGANSPORT ON THE NORTH SIDE
 LB2423'OF U. S. HIGHWAY NO. 24 AND ON PROPERTY OWNED BY MR. ARTHUR MARSH.
 LB2423'IT IS 16 FEET SOUTHEAST OF A 16 INCH BIRCH TREE AND 16 FEET SOUTHWEST
 LB2423'OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 LB2423'IS STAMPED ADAMS 1948.
 LB2423'
 LB2423'REFERENCE MARK NO. 1 IS 61.06 FEET SOUTH OF THE STATION.  IT IS 50
 LB2423'FEET NORTH OF THE CENTER OF HIGHWAY (SLOPE DISTANCE).  THE MARK
 LB2423'PROJECTS 3 INCHES AND THE DISK IS STAMPED ADAMS NO 1 1948.
 LB2423'
 LB2423'REFERENCE MARK NO. 2 IS 79.42 FEET WEST OF THE STATION.  IT IS 6 FEET
 LB2423'EAST OF A 24 INCH OAK TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LB2423'IS STAMPED ADAMS NO 2 1948.
 LB2423'
 LB2423'AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 21 FEET WEST
 LB2423'OF THE CENTER OF PAVED ROAD, 4 FEET WEST OF A CONCRETE FENCE POST AND
 LB2423'8 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LB2423'AND THE DISK IS STAMPED ADAMS 1948.
 LB2423'
 LB2423'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS NO. 24 AND
 LB2423'STATE HIGHWAY NO. 29 IN LOGANSPORT GO EAST ON U. S. HIGHWAY NO. 24
 LB2423'FOR 3.6 MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT ON DIRT ROAD AND
 LB2423'GO ABOUT 200 FEET TO TOP OF HILL AND STATION AS DESCRIBED.
 LB2423'
 LB2423'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2423
 LB2423                          STATION RECOVERY (1955)
 LB2423
 LB2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JLC)
 LB2423'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 LB2423'DIFFERENCES WERE NOTED IN THE DISTANCES TO THE AZIMUTH MARK AND THE
 LB2423'REFERENCE MARKS BUT THE DIRECTION TO ALL THE MARKS CHECKED.  THE
 LB2423'OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--TO REACH
 LB2423'THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 26 FOR 0.3
 LB2423'MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL ROAD
 LB2423'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2423'
 LB2423'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2235 ***********************************************************************
 ME2235  DESIGNATION -  ADAMS AZ MK
 ME2235  PID         -  ME2235
 ME2235  STATE/COUNTY-  IN/ST JOSEPH
 ME2235  COUNTRY     -  US
 ME2235  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2235
 ME2235                         *CURRENT SURVEY CONTROL
 ME2235  ______________________________________________________________________
 ME2235* NAD 83(1997) POSITION- 41 44 59.94059(N) 086 11 52.89944(W)   ADJUSTED
 ME2235* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 ME2235  ______________________________________________________________________
 ME2235  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 ME2235  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 ME2235  HORZ ORDER      -  THIRD
 ME2235
 ME2235.The horizontal coordinates were established by classical geodetic methods
 ME2235.and adjusted by the National Geodetic Survey in May 1999.
 ME2235
 ME2235.The orthometric height was scaled from a topographic map.
 ME2235
 ME2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2235.GEOID18 height accuracy estimate available here.
 ME2235
 ME2235.Click photographs - Photos may exist for this station.
 ME2235
 ME2235.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2235
 ME2235. The following values were computed from the NAD 83(1997) position.
 ME2235
 ME2235;                    North         East     Units Scale Factor Converg.
 ME2235;SPC IN E     -   721,985.921    55,805.834   MT  0.99999069   -0 21 13.8
 ME2235;SPC IN E     - 2,368,715.48    183,089.64   sFT  0.99999069   -0 21 13.8
 ME2235;UTM  16      - 4,622,328.524   566,677.046   MT  0.99965471   +0 32 02.5
 ME2235
 ME2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2235!SPC IN E     -   0.99996530  x   0.99999069  =   0.99995599
 ME2235!UTM  16      -   0.99996530  x   0.99965471  =   0.99962002
 ME2235
 ME2235:                Primary Azimuth Mark                     Grid Az
 ME2235:SPC IN E     -  ADAMS 2                                  293 48 08.7
 ME2235:UTM  16      -  ADAMS 2                                  292 54 52.4
 ME2235
 ME2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6667722328(NAD 83)
 ME2235
 ME2235|---------------------------------------------------------------------|
 ME2235| PID    Reference Object                     Distance      Geod. Az  |
 ME2235|                                                           dddmmss.s |
 ME2235| ME2197 ADAMS 2                             APPROX. 0.8 KM 2932654.9 |
 ME2235|---------------------------------------------------------------------|
 ME2235
 ME2235                          SUPERSEDED SURVEY CONTROL
 ME2235
 ME2235  NAD 83(1994)-  41 44 59.94097(N)    086 11 52.90276(W) AD(       ) 3
 ME2235  NAD 83(1986)-  41 44 59.94149(N)    086 11 52.90470(W) AD(       ) 3
 ME2235  NAD 27      -  41 44 59.76731(N)    086 11 52.88504(W) AD(       ) 3
 ME2235
 ME2235.Superseded values are not recommended for survey control.
 ME2235
 ME2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2235.See file dsdata.pdf to determine how the superseded data were derived.
 ME2235
 ME2235_MARKER: DZ = AZIMUTH MARK DISK
 ME2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2235_STAMPING: ADAMS 1952
 ME2235_MARK LOGO: CGS
 ME2235_PROJECTION: FLUSH
 ME2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2235+STABILITY: SURFACE MOTION
 ME2235
 ME2235  HISTORY     - Date     Condition        Report By
 ME2235  HISTORY     - 1952     MONUMENTED       CGS
 ME2235
 ME2235                          STATION DESCRIPTION
 ME2235
 ME2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2235'AZIMUTH MARK IS 16 FEET WEST OF THE CENTERLINE OF HICKORY ROAD,
 ME2235'2 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 ME2235'POST.  THE MARK IS FLUSH AND THE DISK STAMPED ADAMS 1952.
 ME2235'
 ME2235'TO REACH THE STATION ADAMS 2 FROM THE INTERSECTION OF U.S. HIGHWAY 31
 ME2235'AND CLEVELAND ROAD (ABOUT 6 MILES NORTH OF SOUTH BEND), GO EAST ON
 ME2235'CLEVELAND ROAD FOR 1.8 MILES TO THE INTERSECTION OF IRONWOOD ROAD.
 ME2235'TURN LEFT, AND GO NORTH ON IRONWOOD ROAD FOR 2 MILES TO A SIDE
 ME2235'ROAD RIGHT.  TURN RIGHT AND GO EAST ON ADAMS ROAD FOR 0.6 MILE TO
 ME2235'THE STATION ADAMS 2 ON THE RIGHT AS DESCRIBED.
 ME2235'
 ME2235'TO REACH THE AZIMUTH MARK, CONTINUE EAST ON ADAMS ROAD FOR 0.4
 ME2235'MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON HICKORY ROAD
 ME2235'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2235'
 ME2235'NEAREST TOWN--SOUTH BEND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2199 ***********************************************************************
 LB2199  DESIGNATION -  ADE 2
 LB2199  PID         -  LB2199
 LB2199  STATE/COUNTY-  IN/NEWTON
 LB2199  COUNTRY     -  US
 LB2199  USGS QUAD   -  MOROCCO (2019)
 LB2199
 LB2199                         *CURRENT SURVEY CONTROL
 LB2199  ______________________________________________________________________
 LB2199* NAD 83(1997) POSITION- 40 53 42.63866(N) 087 26 03.68788(W)   NO CHECK
 LB2199* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 LB2199  ______________________________________________________________________
 LB2199  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 LB2199  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 LB2199  HORZ ORDER      -  THIRD
 LB2199
 LB2199.The horizontal coordinates were established by classical geodetic methods
 LB2199.and adjusted by the National Geodetic Survey in May 1999.
 LB2199
 LB2199.No horizontal observational check was made to the station.
 LB2199
 LB2199.The orthometric height was scaled from a topographic map.
 LB2199
 LB2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2199.GEOID18 height accuracy estimate available here.
 LB2199
 LB2199.Click photographs - Photos may exist for this station.
 LB2199
 LB2199.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2199
 LB2199. The following values were computed from the NAD 83(1997) position.
 LB2199
 LB2199;                    North         East     Units Scale Factor Converg.
 LB2199;SPC IN W     -   626,977.052   870,420.716   MT  0.99997743   -0 13 47.3
 LB2199;SPC IN W     - 2,057,007.21  2,855,705.30   sFT  0.99997743   -0 13 47.3
 LB2199;UTM  16      - 4,527,211.661   463,411.985   MT  0.99961648   -0 17 03.7
 LB2199
 LB2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2199!SPC IN W     -   0.99997291  x   0.99997743  =   0.99995035
 LB2199!UTM  16      -   0.99997291  x   0.99961648  =   0.99958941
 LB2199
 LB2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6341127211(NAD 83)
 LB2199
 LB2199                          SUPERSEDED SURVEY CONTROL
 LB2199
 LB2199  NAD 83(1986)-  40 53 42.64413(N)    087 26 03.69673(W) AD(       ) 3
 LB2199  NAD 27      -  40 53 42.51460(N)    087 26 03.59820(W) AD(       ) 3
 LB2199
 LB2199.Superseded values are not recommended for survey control.
 LB2199
 LB2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2199.See file dsdata.pdf to determine how the superseded data were derived.
 LB2199
 LB2199_MARKER: DS = TRIANGULATION STATION DISK
 LB2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2199_STAMPING: ADE 2 1953
 LB2199_MARK LOGO: CGS
 LB2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2199+STABILITY: SURFACE MOTION
 LB2199
 LB2199  HISTORY     - Date     Condition        Report By
 LB2199  HISTORY     - 1953     MONUMENTED       CGS
 LB2199  HISTORY     - 1960     MARK NOT FOUND   CGS
 LB2199
 LB2199                          STATION DESCRIPTION
 LB2199
 LB2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 LB2199'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BROOK, 3 MILES
 LB2199'SOUTH OF MOROCCO AND ON THE LAND OWNED BY MRS. ESTELLA THOMPSON.  IT
 LB2199'IS 105 FEET WEST OF A GRAVEL ENTRANCE DRIVE, 95 FEET EAST OF THE
 LB2199'CENTER OF U. S. HIGHWAY 41 AND 25 FEET NORTH OF A GRAVEL ROAD.
 LB2199'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED ADE 2
 LB2199'1953.
 LB2199'
 LB2199'REFERENCE MARK NO. 3 IS 45 FEET WEST OF A GRAVEL ENTRANCE DRIVE, 22
 LB2199'FEET NORTH OF A GRAVEL FARM ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 LB2199'THE MARK IS FLUSH AND THE DISK STAMPED ADE 2 NO 3 1953.
 LB2199'
 LB2199'REFERENCE MARK NO. 4 IS 45 FEET SOUTH OF A GRAVEL FARM ROAD AND 1
 LB2199'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LB2199'THE DISK STAMPED ADE 2 NO 4 1953.
 LB2199'
 LB2199'AZIMUTH MARK IS 10 FEET EAST OF A GRAVEL DRIVE, 2 FEET SOUTH OF A
 LB2199'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS
 LB2199'FLUSH AND THE DISK STAMPED ADE 2 1953.
 LB2199'
 LB2199'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 41 AND
 LB2199'STATE HIGHWAY 114 WHICH IS 0.35 MILES SOUTH OF MOROCCO, GO SOUTH ON
 LB2199'HIGHWAY 41 FOR 3.55 MILES TO A CROSSROAD AND THE STATION ON THE
 LB2199'LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK TURN RIGHT ON THE
 LB2199'GRAVEL CROSSROAD AND GO 0.1 MILE TO A ENTRANCE DRIVE, TURN LEFT
 LB2199'AND GO 0.05 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2199'
 LB2199'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2199
 LB2199                          STATION RECOVERY (1960)
 LB2199
 LB2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LB2199'STATION WAS NOT FOUND BECAUSE THE DISTANCE BETWEEN R. M. 3 AND R. M.
 LB2199'4 AND THE DESCRIBED DISTANCES DO NOT AGREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1817 ***********************************************************************
 JA1817  DESIGNATION -  ADYEVILLE
 JA1817  PID         -  JA1817
 JA1817  STATE/COUNTY-  IN/PERRY
 JA1817  COUNTRY     -  US
 JA1817  USGS QUAD   -  BRISTOW (2019)
 JA1817
 JA1817                         *CURRENT SURVEY CONTROL
 JA1817  ______________________________________________________________________
 JA1817* NAD 83(1997) POSITION- 38 09 53.00303(N) 086 44 19.99040(W)   ADJUSTED
 JA1817* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 JA1817  ______________________________________________________________________
 JA1817  GEOID HEIGHT    -        -32.467 (meters)                     GEOID18
 JA1817  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 JA1817  HORZ ORDER      -  FIRST
 JA1817
 JA1817.The horizontal coordinates were established by classical geodetic methods
 JA1817.and adjusted by the National Geodetic Survey in May 1999.
 JA1817
 JA1817.The orthometric height was scaled from a topographic map.
 JA1817
 JA1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1817.GEOID18 height accuracy estimate available here.
 JA1817
 JA1817.Click photographs - Photos may exist for this station.
 JA1817
 JA1817.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1817
 JA1817. The following values were computed from the NAD 83(1997) position.
 JA1817
 JA1817;                    North         East     Units Scale Factor Converg.
 JA1817;SPC IN W     -   323,833.420   930,184.878   MT  0.99997788   +0 12 46.2
 JA1817;SPC IN W     - 1,062,443.48  3,051,781.55   sFT  0.99997788   +0 12 46.2
 JA1817;UTM  16      - 4,224,123.850   522,873.737   MT  0.99960644   +0 09 40.9
 JA1817
 JA1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1817!SPC IN W     -   0.99997200  x   0.99997788  =   0.99994988
 JA1817!UTM  16      -   0.99997200  x   0.99960644  =   0.99957845
 JA1817
 JA1817:                Primary Azimuth Mark                     Grid Az
 JA1817:SPC IN W     -  ADYEVILLE AZ MK                          179 43 39.2
 JA1817:UTM  16      -  ADYEVILLE AZ MK                          179 46 44.5
 JA1817
 JA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2287324123(NAD 83)
 JA1817
 JA1817|---------------------------------------------------------------------|
 JA1817| PID    Reference Object                     Distance      Geod. Az  |
 JA1817|                                                           dddmmss.s |
 JA1817| CG7017 ADYEVILLE RM 1                       35.622 METERS 07621     |
 JA1817| CG7016 ADYEVILLE AZ MK                                    1795625.4 |
 JA1817| CG7018 ADYEVILLE RM 2                       22.078 METERS 21132     |
 JA1817| JA1829 ST MEINRAD ABBEY SOUTH SPIRE        APPROX. 6.3 KM 2713026.2 |
 JA1817| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX.12.5 KM 3012408.5 |
 JA1817|---------------------------------------------------------------------|
 JA1817
 JA1817                          SUPERSEDED SURVEY CONTROL
 JA1817
 JA1817  NAD 83(1993)-  38 09 53.00519(N)    086 44 19.99204(W) AD(       ) 1
 JA1817  NAD 83(1986)-  38 09 53.01000(N)    086 44 19.99421(W) AD(       ) 1
 JA1817  NAD 27      -  38 09 52.79700(N)    086 44 20.04200(W) AD(       ) 1
 JA1817
 JA1817.Superseded values are not recommended for survey control.
 JA1817
 JA1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1817.See file dsdata.pdf to determine how the superseded data were derived.
 JA1817
 JA1817_MARKER: DS = TRIANGULATION STATION DISK
 JA1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1817_STAMPING: ADYEVILLE 1946
 JA1817_MARK LOGO: CGS
 JA1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1817+STABILITY: SURFACE MOTION
 JA1817
 JA1817  HISTORY     - Date     Condition        Report By
 JA1817  HISTORY     - 1946     MONUMENTED       CGS
 JA1817
 JA1817                          STATION DESCRIPTION
 JA1817
 JA1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1817'STATION IS LOCATED ABOUT 3 MILES EAST OF ST MEINRAD.  IT IS 32 FEET
 JA1817'NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 29 FEET WEST OF A
 JA1817'TRIANGULAR BLAZE ON A 14-INCH BEECH TREE, 28 FEET EAST OF A 12-INCH
 JA1817'CEDAR TREE AND 3.7 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 JA1817'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ADYEVILLE 1946.
 JA1817'
 JA1817'REFERENCE MARK NO 1 IS 116.87 FEET EAST OF THE STATION.  IT IS 15 FEET
 JA1817'NORTH OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT
 JA1817'4 INCHES AND THE DISK IS STAMPED ADYEVILLE NO 1 1946.
 JA1817'
 JA1817'REFERENCE MARK NO 2 IS 72.44 FEET SOUTHWEST OF THE STATION.  IT IS 19
 JA1817'FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS
 JA1817'ABOUT 4 INCHES AND THE DISK IS STAMPED ADYEVILLE NO 2 1946.
 JA1817'
 JA1817'AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH OF THE STATION.  IT IS 12 FEET
 JA1817'WEST OF THE APPROXIMATE CENTER OF THE ROAD, 2.5 FEET NORTH OF A WHITE
 JA1817'WITNESS POST AND ONE FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4
 JA1817'INCHES AND THE DISK IS STAMPED ADYEVILLE 1946.
 JA1817'
 JA1817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 545 IN
 JA1817'ST MEINRAD, GO SOUTH ON HIGHWAY 545 FOR 0.25 MILE TO THREE FORKS, TAKE
 JA1817'LEFT FORK AND GO 0.55 MILES TO A FORK JUST AFTER CROSSING A BRIDGE,
 JA1817'TAKE RIGHT FORK AND GO 0.2 MILE TO A FORK, KEEP RIGHT FORK AND GO 1.3
 JA1817'MILES TO A FORK, TAKE LEFT FORK AND GO 0.75 MILE TO A CROSSROAD, TURN
 JA1817'LEFT AND GO 0.3 MILE TO A FORK, CONTINUE STRAIGHT AHEAD FOR 2.25 MILES
 JA1817'TO A REVERSE FORK LEFT, TURN SHARP LEFT AND FOLLOW WINDING ROAD FOR
 JA1817'1.2 MILES TO A SMALL WHITE HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD
 JA1817'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 JA1817'FOR 0.45 MILE TO A TRIANGULAR BLAZE ON A 14 INCH BEECH TREE AND
 JA1817'STATION ON THE LEFT.
 JA1817'
 JA1817'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1083 ***********************************************************************
 JZ1083  DESIGNATION -  AHAUS
 JZ1083  PID         -  JZ1083
 JZ1083  STATE/COUNTY-  IN/DEARBORN
 JZ1083  COUNTRY     -  US
 JZ1083  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ1083
 JZ1083                         *CURRENT SURVEY CONTROL
 JZ1083  ______________________________________________________________________
 JZ1083* NAD 83(1986) POSITION- 39 06 15.1    (N) 084 49 46.0    (W)   HD_HELD2
 JZ1083* NAVD 88 ORTHO HEIGHT -   144.370 (meters)      473.65  (feet) ADJUSTED
 JZ1083  ______________________________________________________________________
 JZ1083  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 JZ1083  DYNAMIC HEIGHT  -        144.280 (meters)      473.36  (feet) COMP
 JZ1083  MODELED GRAVITY -    980,005.8   (mgal)                       NAVD 88
 JZ1083
 JZ1083  VERT ORDER      -  SECOND    CLASS 0
 JZ1083
 JZ1083.The horizontal coordinates were established by autonomous hand held GPS
 JZ1083.observations and have an estimated accuracy of +/- 10 meters.
 JZ1083
 JZ1083.The orthometric height was determined by differential leveling and
 JZ1083.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1083.in June 1991.
 JZ1083
 JZ1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1083.GEOID18 height accuracy estimate available here.
 JZ1083
 JZ1083.Click photographs - Photos may exist for this station.
 JZ1083
 JZ1083.The dynamic height is computed by dividing the NAVD 88
 JZ1083.geopotential number by the normal gravity value computed on the
 JZ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1083.degrees latitude (g = 980.6199 gals.).
 JZ1083
 JZ1083.The modeled gravity was interpolated from observed gravity values.
 JZ1083
 JZ1083;                    North         East    Units  Estimated Accuracy
 JZ1083;SPC IN E     -   428,397.      172,417.      MT  (+/- 10 meters HH2 GPS)
 JZ1083
 JZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8768530582(NAD 83)
 JZ1083
 JZ1083                          SUPERSEDED SURVEY CONTROL
 JZ1083
 JZ1083  NGVD 29 (??/??/92)  144.578  (m)          474.34   (f) ADJ UNCH    2 0
 JZ1083
 JZ1083.Superseded values are not recommended for survey control.
 JZ1083
 JZ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1083.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1083
 JZ1083_MARKER: DD = SURVEY DISK
 JZ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1083_STAMPING: AHAUS 1964
 JZ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1083+STABILITY: SURFACE MOTION
 JZ1083
 JZ1083  HISTORY     - Date     Condition        Report By
 JZ1083  HISTORY     - 1964     MONUMENTED       PAS
 JZ1083
 JZ1083                          STATION DESCRIPTION
 JZ1083
 JZ1083'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 JZ1083'1.8 MI NE FROM LAWRENCEBURG.
 JZ1083'0.1 MILE NORTHWEST ALONG SHORT STREET FROM THE POST OFFICE AT
 JZ1083'LAWRENCEBURG, THENCE ABOUT 0.3 MILE NORTHEAST ALONG CENTER STREET
 JZ1083'TO A LUMBER YARD, CONTINUE EAST ACROSS LUMBER YARD FOR 0.1 MILE
 JZ1083'TO TOP OF LEVEE, THENCE NORTHEAST ALONG DIRT ROAD THAT PARALLELS
 JZ1083'THE NORTH SIDE OF BALTIMORE AND OHIO RAILROAD FOR 0.6 MILE TO A
 JZ1083'GRADE CROSSING, TURN RIGHT ACROSS TRACKS AND FOLLOW FARM ROAD
 JZ1083'NORTHEAST THAT PARALLELS RAILROAD, FOR 0.5 MILE TO A FORK IN
 JZ1083'FIELD ROAD, TURN RIGHT AND FOLLOW FIELD ROAD SOUTHEAST FOR 0.15
 JZ1083'MILE TO EDGE OF WOODS NEAR RIVER AND MARK.  IT IS APPROXIMATELY
 JZ1083'85 YARDS NORTHWEST OF THE OHIO RIVER, AT EDGE OF WOODS AND
 JZ1083'CULTIVATED FIELD, 65 FEET NORTHWEST OF A 24-INCH MAPLE TREE,
 JZ1083'19 FEET WEST OF A 12-INCH HACKBERRY TREE AND 1.7 FEET EAST OF A
 JZ1083'METAL WITNESS POST.  A PAS                DISK SET IN TOP OF
 JZ1083'CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED AHAUS 1964.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8261 ***********************************************************************
 AJ8261  PACS        -  This is a Primary Airport Control Station.
 AJ8261  DESIGNATION -  AID A
 AJ8261  PID         -  AJ8261
 AJ8261  STATE/COUNTY-  IN/MADISON
 AJ8261  COUNTRY     -  US
 AJ8261  USGS QUAD   -  MIDDLETOWN (2019)
 AJ8261
 AJ8261                         *CURRENT SURVEY CONTROL
 AJ8261  ______________________________________________________________________
 AJ8261* NAD 83(2011) POSITION- 40 06 22.46054(N) 085 36 35.85396(W)   ADJUSTED
 AJ8261* NAD 83(2011) ELLIP HT-   242.326 (meters)        (06/27/12)   ADJUSTED
 AJ8261* NAD 83(2011) EPOCH   -  2010.00
 AJ8261* NAVD 88 ORTHO HEIGHT -   276.30  (meters)      906.5   (feet) GPS OBS
 AJ8261  ______________________________________________________________________
 AJ8261  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8261  GEOID HEIGHT    -        -33.900 (meters)                     GEOID99
 AJ8261  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 AJ8261  NAD 83(2011) X  -    373,948.935 (meters)                     COMP
 AJ8261  NAD 83(2011) Y  - -4,870,968.921 (meters)                     COMP
 AJ8261  NAD 83(2011) Z  -  4,087,171.151 (meters)                     COMP
 AJ8261  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 AJ8261
 AJ8261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8261  Standards:
 AJ8261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8261  -------------------------------------------------------------------
 AJ8261  NETWORK    0.59   1.41           0.26   0.22   0.72     -0.00337888
 AJ8261  -------------------------------------------------------------------
 AJ8261  Click here for local accuracies and other accuracy information.
 AJ8261
 AJ8261.This mark is at Anderson Airport (AID)
 AJ8261
 AJ8261.The horizontal coordinates were established by GPS observations
 AJ8261.and adjusted by the National Geodetic Survey in June 2012.
 AJ8261
 AJ8261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8261.been affixed to the stable North American tectonic plate. See 
 AJ8261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8261
 AJ8261.The horizontal coordinates are valid at the epoch date displayed above
 AJ8261.which is a decimal equivalence of Year/Month/Day.
 AJ8261
 AJ8261.The orthometric height was determined by GPS observations and a
 AJ8261.high-resolution geoid model.
 AJ8261
 AJ8261.GPS derived orthometric heights for airport stations designated as
 AJ8261.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8261.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8261.not indicate centimeter accuracy relative to other marks which are
 AJ8261.part of the published vertical control network.
 AJ8261
 AJ8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8261.GEOID18 height accuracy estimate available here.
 AJ8261
 AJ8261.Click photographs - Photos may exist for this station.
 AJ8261
 AJ8261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8261
 AJ8261.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8261
 AJ8261.The ellipsoidal height was determined by GPS observations
 AJ8261.and is referenced to NAD 83.
 AJ8261
 AJ8261. The following values were computed from the NAD 83(2011) position.
 AJ8261
 AJ8261;                    North         East     Units Scale Factor Converg.
 AJ8261;SPC IN E     -   539,315.106   104,834.775   MT  0.99996695   +0 02 11.5
 AJ8261;SPC IN E     - 1,769,402.98    343,945.42   sFT  0.99996695   +0 02 11.5
 AJ8261;UTM  16      - 4,440,474.713   618,471.359   MT  0.99977278   +0 53 44.1
 AJ8261
 AJ8261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8261!SPC IN E     -   0.99996199  x   0.99996695  =   0.99992894
 AJ8261!UTM  16      -   0.99996199  x   0.99977278  =   0.99973477
 AJ8261
 AJ8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1847140474(NAD 83)
 AJ8261
 AJ8261                          SUPERSEDED SURVEY CONTROL
 AJ8261
 AJ8261  NAD 83(2007)-  40 06 22.46063(N)    085 36 35.85496(W) AD(2002.00) 0
 AJ8261  ELLIP H (02/10/07)  242.354  (m)                       GP(2002.00)    
 AJ8261  NAD 83(1997)-  40 06 22.46076(N)    085 36 35.85466(W) AD(       ) B
 AJ8261  ELLIP H (11/27/02)  242.369  (m)                       GP(       ) 4 1
 AJ8261  NAD 83(1997)-  40 06 22.46063(N)    085 36 35.85477(W) AD(       ) B
 AJ8261  ELLIP H (03/18/02)  242.371  (m)                       GP(       ) 4 1
 AJ8261
 AJ8261.Superseded values are not recommended for survey control.
 AJ8261
 AJ8261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8261.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8261
 AJ8261_MARKER: I = METAL ROD
 AJ8261_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8261_STAMPING: AID A 2001
 AJ8261_MARK LOGO: NGS
 AJ8261_PROJECTION: RECESSED 0 CENTIMETERS
 AJ8261_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8261+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 AJ8261_ROD/PIPE-DEPTH: 9.5 meters
 AJ8261_SLEEVE-DEPTH  : 1.0 meters
 AJ8261
 AJ8261  HISTORY     - Date     Condition        Report By
 AJ8261  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8261  HISTORY     - 20020606 GOOD             NGS
 AJ8261
 AJ8261                          STATION DESCRIPTION
 AJ8261
 AJ8261'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8261'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF MUNCIE,
 AJ8261'19.3 KM (12.00 MI) NORTH OF INTERSTATE HIGHWAY 70, 3.2 KM (2.00 MI)
 AJ8261'EAST
 AJ8261'OF ANDERSON AND AT THE ANDERSON MUNICIPAL AIRPORT.
 AJ8261'OWNERSHIP--CITY OF ANDERSON, CITY BUILDING, ANDERSON, IN 46015,
 AJ8261'PHONE (317) 644-1238.  AIRPORT MANAGER IS STEVE CARLINGTON.
 AJ8261'
 AJ8261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 32
 AJ8261'ON THE EAST SIDE OF ANDERSON, GO EAST ON STATE HIGHWAY 32 FOR 3.5
 AJ8261'KM (2.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT
 AJ8261'AND GO SOUTH FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE ON THE LEFT AND A
 AJ8261'SIDE ROAD RIGHT. TURN RIGHT AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO
 AJ8261'THE WEST SIDE OF A LARGE TAN HANGAR.  TURN LEFT AND GO SOUTHERLY
 AJ8261'ACROSS THE AIRPORT APRON TO TAXIWAY A. TURN LEFT AND PROCEED
 AJ8261'SOUTHEAST 0.20 MI ALONG TAXIWAY A TO A CROSS TAXIWAY ON THE RIGHT.
 AJ8261'TURN RIGHT AND PROCEED SOUTH 0.05 MI ALONG THE CROSS TAXIWAY,
 AJ8261'ACROSS RUNWAY 12-30, AND THE ACCESS ROAD TO THE GLIDE SLOPE
 AJ8261'SHACK AND THE STATION ON THE RIGHT.
 AJ8261'
 AJ8261'THE STATION IS LOCATED APPROXIMATELY 83.76 M ON AN AZIMUTH OF 213
 AJ8261'DEGREES FROM THE SOUTHWEST CORNER OF THE RUNWAY DISTANCE
 AJ8261'REMAINING SIGN, 93.12 M ON AN AZIMUTH OF 165 DEGREES FROM THE
 AJ8261'SOUTH CORNER OF THE SECOND SET OF VASI LIGHTS FOR RUNWAY 12-30,
 AJ8261'83.63 M ON AN AZIMUTH OF 91 DEGREES FROM THE EDGE OF RUNWAY 18-36,
 AJ8261'AND 29.57 M ON AN AZIMUTH OF 295 DEGREES FROM THE NORTHWEST
 AJ8261'CORNER OF THE GLIDESLOPE SHACK. THE STATION IS A PUNCHMARK IN A
 AJ8261'STAINLESS STEEL ROD DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF 9.5
 AJ8261'M, ENCASED IN A 1 M FINNED SLEEVE FILLED WITH NON-TOXIC GREASE
 AJ8261'SURROUNDED BY A 5 IN PVC PIPE FILLED WITH SAND BENEATH A NGS LOGO
 AJ8261'CAP STAMPED-- AID A 2001-- ENCASED IN A 0.3 M DIAMETER ROUND
 AJ8261'CONCRETE MONUMENT. THIS STATION DOES NOT MEET THE
 AJ8261'SPECIFICATIONS FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE
 AJ8261'PRIMARY AIRPORT CONTROL STATION.
 AJ8261
 AJ8261                          STATION RECOVERY (2002)
 AJ8261
 AJ8261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8261'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8262 ***********************************************************************
 AJ8262  SACS        -  This is a Secondary Airport Control Station.
 AJ8262  DESIGNATION -  AID B
 AJ8262  PID         -  AJ8262
 AJ8262  STATE/COUNTY-  IN/MADISON
 AJ8262  COUNTRY     -  US
 AJ8262  USGS QUAD   -  MIDDLETOWN (2019)
 AJ8262
 AJ8262                         *CURRENT SURVEY CONTROL
 AJ8262  ______________________________________________________________________
 AJ8262* NAD 83(2011) POSITION- 40 06 40.87528(N) 085 37 23.99809(W)   ADJUSTED
 AJ8262* NAD 83(2011) ELLIP HT-   232.211 (meters)        (06/27/12)   ADJUSTED
 AJ8262* NAD 83(2011) EPOCH   -  2010.00
 AJ8262* NAVD 88 ORTHO HEIGHT -   266.20  (meters)      873.4   (feet) GPS OBS
 AJ8262  ______________________________________________________________________
 AJ8262  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8262  GEOID HEIGHT    -        -33.912 (meters)                     GEOID99
 AJ8262  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 AJ8262  NAD 83(2011) X  -    372,783.480 (meters)                     COMP
 AJ8262  NAD 83(2011) Y  - -4,870,683.498 (meters)                     COMP
 AJ8262  NAD 83(2011) Z  -  4,087,599.052 (meters)                     COMP
 AJ8262  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 AJ8262
 AJ8262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8262  Standards:
 AJ8262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8262  -------------------------------------------------------------------
 AJ8262  NETWORK    0.65   1.55           0.29   0.24   0.79      0.02737616
 AJ8262  -------------------------------------------------------------------
 AJ8262  Click here for local accuracies and other accuracy information.
 AJ8262
 AJ8262.This mark is at Anderson Airport (AID)
 AJ8262
 AJ8262.The horizontal coordinates were established by GPS observations
 AJ8262.and adjusted by the National Geodetic Survey in June 2012.
 AJ8262
 AJ8262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8262.been affixed to the stable North American tectonic plate. See 
 AJ8262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8262
 AJ8262.The horizontal coordinates are valid at the epoch date displayed above
 AJ8262.which is a decimal equivalence of Year/Month/Day.
 AJ8262
 AJ8262.The orthometric height was determined by GPS observations and a
 AJ8262.high-resolution geoid model.
 AJ8262
 AJ8262.GPS derived orthometric heights for airport stations designated as
 AJ8262.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8262.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8262.not indicate centimeter accuracy relative to other marks which are
 AJ8262.part of the published vertical control network.
 AJ8262
 AJ8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8262.GEOID18 height accuracy estimate available here.
 AJ8262
 AJ8262.Click photographs - Photos may exist for this station.
 AJ8262
 AJ8262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8262
 AJ8262.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8262
 AJ8262.The ellipsoidal height was determined by GPS observations
 AJ8262.and is referenced to NAD 83.
 AJ8262
 AJ8262. The following values were computed from the NAD 83(2011) position.
 AJ8262
 AJ8262;                    North         East     Units Scale Factor Converg.
 AJ8262;SPC IN E     -   539,882.422   103,694.305   MT  0.99996683   +0 01 40.5
 AJ8262;SPC IN E     - 1,771,264.25    340,203.73   sFT  0.99996683   +0 01 40.5
 AJ8262;UTM  16      - 4,441,024.757   617,322.735   MT  0.99976945   +0 53 13.4
 AJ8262
 AJ8262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8262!SPC IN E     -   0.99996357  x   0.99996683  =   0.99993040
 AJ8262!UTM  16      -   0.99996357  x   0.99976945  =   0.99973303
 AJ8262
 AJ8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1732241024(NAD 83)
 AJ8262
 AJ8262                          SUPERSEDED SURVEY CONTROL
 AJ8262
 AJ8262  NAD 83(2007)-  40 06 40.87537(N)    085 37 23.99908(W) AD(2002.00) 0
 AJ8262  ELLIP H (02/10/07)  232.239  (m)                       GP(2002.00)    
 AJ8262  NAD 83(1997)-  40 06 40.87548(N)    085 37 23.99877(W) AD(       ) 1
 AJ8262  ELLIP H (11/27/02)  232.249  (m)                       GP(       ) 4 1
 AJ8262  NAD 83(1997)-  40 06 40.87534(N)    085 37 23.99888(W) AD(       ) 1
 AJ8262  ELLIP H (03/18/02)  232.250  (m)                       GP(       ) 4 1
 AJ8262
 AJ8262.Superseded values are not recommended for survey control.
 AJ8262
 AJ8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8262.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8262
 AJ8262_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8262_STAMPING: AID B
 AJ8262_MARK LOGO: NGS
 AJ8262_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8262+STABILITY: SURFACE MOTION
 AJ8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8262+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 AJ8262
 AJ8262  HISTORY     - Date     Condition        Report By
 AJ8262  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8262  HISTORY     - 20020606 GOOD             NGS
 AJ8262
 AJ8262                          STATION DESCRIPTION
 AJ8262
 AJ8262'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8262'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF MUNCIE,
 AJ8262'19.3 KM (12.00 MI) NORTH OF INTERSTATE HIGHWAY 70, 3.2 KM (2.00 MI)
 AJ8262'EAST
 AJ8262'OF ANDERSON AND AT THE ANDERSON MUNICIPAL AIRPORT.
 AJ8262'OWNERSHIP--CITY OF ANDERSON, CITY BUILDING, ANDERSON, IN 46015,
 AJ8262'PHONE 317-644-1238.  AIRPORT MANAGER IS STEVE CARLINGTON.
 AJ8262'
 AJ8262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 32
 AJ8262'ON THE EAST SIDE OF ANDERSON, GO EAST ON STATE HIGHWAY 32 FOR 3.5
 AJ8262'KM (2.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT
 AJ8262'AND GO SOUTH FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE ON THE LEFT AND A
 AJ8262'SIDE ROAD RIGHT. TURN RIGHT AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO
 AJ8262'THE WEST SIDE OF A LARGE TAN HANGAR.  TURN LEFT AND GO SOUTHERLY
 AJ8262'ACROSS THE AIRPORT APRON TO A TAXIWAY. TURN RIGHT AND GO
 AJ8262'WESTERLY ALONG THE TAXIWAY FOR 0.56 KM (0.35 MI) TO WHERE THE
 AJ8262'TAXIWAY CURVES AROUND TO THE SOUTH AND THE MARK STRAIGHT
 AJ8262'AHEAD, ACROSS THE APPROACH END OF RUNWAY 12.
 AJ8262'
 AJ8262'THE STATION IS LOCATED ONLINE WITH THE END OF AND 58.42 M FROM THE
 AJ8262'SOUTHWEST EDGE OF RUNWAY 12-30, 36.43 M SOUTHWEST OF THE
 AJ8262'SOUTHERNMOST REIL OF A PAIR OF REILS, AND 2.00 M NORTHEAST OF THE
 AJ8262'TOP OF A RIDGE THAT PARALLELS THE RUNWAY. THE STATION IS A
 AJ8262'STANDARD NGS HORIZONTAL CONTROL STATION DISK STAMPED-- AID B
 AJ8262'2001-- SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE MONUMENT 1.3
 AJ8262'METERS IN DEPTH WITH AN IMBEDDED IRON ROD AND IS RECESSED 5 CM.
 AJ8262'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8262'STATION.
 AJ8262
 AJ8262                          STATION RECOVERY (2002)
 AJ8262
 AJ8262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2413 ***********************************************************************
 ME2413  DESIGNATION -  AIRWAY BEACON 6
 ME2413  PID         -  ME2413
 ME2413  STATE/COUNTY-  IN/LA PORTE
 ME2413  COUNTRY     -  US
 ME2413  USGS QUAD   -  STILLWELL (2019)
 ME2413
 ME2413                         *CURRENT SURVEY CONTROL
 ME2413  ______________________________________________________________________
 ME2413* NAD 83(1997) POSITION- 41 33 23.64857(N) 086 36 21.27407(W)   ADJUSTED
 ME2413  ______________________________________________________________________
 ME2413  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME2413  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 ME2413  HORZ ORDER      -  THIRD
 ME2413
 ME2413.The horizontal coordinates were established by classical geodetic methods
 ME2413.and adjusted by the National Geodetic Survey in May 1999.
 ME2413
 ME2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2413.GEOID18 height accuracy estimate available here.
 ME2413
 ME2413.Click photographs - Photos may exist for this station.
 ME2413
 ME2413.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2413
 ME2413. The following values were computed from the NAD 83(1997) position.
 ME2413
 ME2413;                    North         East     Units Scale Factor Converg.
 ME2413;SPC IN W     -   700,478.374   939,827.084   MT  0.99998618   +0 19 00.1
 ME2413;SPC IN W     - 2,298,152.80  3,083,416.02   sFT  0.99998618   +0 19 00.1
 ME2413;UTM  16      - 4,600,619.475   532,863.280   MT  0.99961329   +0 15 41.1
 ME2413
 ME2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3286300619(NAD 83)
 ME2413
 ME2413                          SUPERSEDED SURVEY CONTROL
 ME2413
 ME2413  NAD 83(1994)-  41 33 23.65062(N)    086 36 21.27760(W) AD(       ) 3
 ME2413  NAD 83(1986)-  41 33 23.65332(N)    086 36 21.27663(W) AD(       ) 3
 ME2413  NAD 27      -  41 33 23.48500(N)    086 36 21.21300(W) AD(       ) 3
 ME2413
 ME2413.Superseded values are not recommended for survey control.
 ME2413
 ME2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2413.See file dsdata.pdf to determine how the superseded data were derived.
 ME2413
 ME2413_MARKER: 22 = AIRWAY BEACON
 ME2413
 ME2413  HISTORY     - Date     Condition        Report By
 ME2413  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2413
 ME2413                          STATION DESCRIPTION
 ME2413
 ME2413'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2545 ***********************************************************************
 ME2545  CBN         -  This is a Cooperative Base Network Control Station.
 ME2545  DESIGNATION -  AIX 2
 ME2545  PID         -  ME2545
 ME2545  STATE/COUNTY-  IN/JASPER
 ME2545  COUNTRY     -  US
 ME2545  USGS QUAD   -  PARR (2019)
 ME2545
 ME2545                         *CURRENT SURVEY CONTROL
 ME2545  ______________________________________________________________________
 ME2545* NAD 83(2011) POSITION- 41 01 34.30831(N) 087 09 05.90777(W)   ADJUSTED
 ME2545* NAD 83(2011) ELLIP HT-   176.619 (meters)        (06/27/12)   ADJUSTED
 ME2545* NAD 83(2011) EPOCH   -  2010.00
 ME2545* NAVD 88 ORTHO HEIGHT -   210.2   (meters)      690.    (feet) GPS OBS
 ME2545  ______________________________________________________________________
 ME2545  NAVD 88 orthometric height was determined with geoid model    GEOID03
 ME2545  GEOID HEIGHT    -        -33.540 (meters)                     GEOID03
 ME2545  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 ME2545  NAD 83(2011) X  -    239,460.259 (meters)                     COMP
 ME2545  NAD 83(2011) Y  - -4,812,861.712 (meters)                     COMP
 ME2545  NAD 83(2011) Z  -  4,164,734.343 (meters)                     COMP
 ME2545  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 ME2545
 ME2545  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2545  Standards:
 ME2545         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2545            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2545  -------------------------------------------------------------------
 ME2545  NETWORK    0.83   1.45           0.39   0.26   0.74      0.03434961
 ME2545  -------------------------------------------------------------------
 ME2545  Click here for local accuracies and other accuracy information.
 ME2545
 ME2545.The horizontal coordinates were established by GPS observations
 ME2545.and adjusted by the National Geodetic Survey in June 2012.
 ME2545
 ME2545.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2545.been affixed to the stable North American tectonic plate. See 
 ME2545.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2545
 ME2545.The horizontal coordinates are valid at the epoch date displayed above
 ME2545.which is a decimal equivalence of Year/Month/Day.
 ME2545
 ME2545.The orthometric height was determined by GPS observations and a
 ME2545.high-resolution geoid model.
 ME2545
 ME2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2545.GEOID18 height accuracy estimate available here.
 ME2545
 ME2545.Click photographs - Photos may exist for this station.
 ME2545
 ME2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2545
 ME2545.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2545
 ME2545.The ellipsoidal height was determined by GPS observations
 ME2545.and is referenced to NAD 83.
 ME2545
 ME2545. The following values were computed from the NAD 83(2011) position.
 ME2545
 ME2545;                    North         East     Units Scale Factor Converg.
 ME2545;SPC IN W     -   641,469.605   894,255.385   MT  0.99996707   -0 02 41.4
 ME2545;SPC IN W     - 2,104,554.86  2,933,902.88   sFT  0.99996707   -0 02 41.4
 ME2545;UTM  16      - 4,541,676.230   487,251.804   MT  0.99960200   -0 05 58.3
 ME2545
 ME2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2545!SPC IN W     -   0.99997230  x   0.99996707  =   0.99993937
 ME2545!UTM  16      -   0.99997230  x   0.99960200  =   0.99957431
 ME2545
 ME2545:                Primary Azimuth Mark                     Grid Az
 ME2545:SPC IN W     -  RENSSELAER NW BASE                       270 30 27.1
 ME2545:UTM  16      -  RENSSELAER NW BASE                       270 33 44.0
 ME2545
 ME2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8725141676(NAD 83)
 ME2545
 ME2545|---------------------------------------------------------------------|
 ME2545| PID    Reference Object                     Distance      Geod. Az  |
 ME2545|                                                           dddmmss.s |
 ME2545| ME2544 AIX                                  70.278 METERS 00241     |
 ME2545| CM2659 AIX 2 RM 2                           37.993 METERS 04235     |
 ME2545| CM2661 AIX 2 RM 4                            8.032 METERS 18117     |
 ME2545| ME2541 RENSSELAER NW BASE                  APPROX. 5.8 KM 2702745.7 |
 ME2545| CM2658 AIX 2 AZ MK                                        2842041.1 |
 ME2545| ME1422 M 108                                70.221 METERS 33501     |
 ME2545| CM2660 AIX 2 RM 3                           23.339 METERS 34515     |
 ME2545|---------------------------------------------------------------------|
 ME2545
 ME2545                          SUPERSEDED SURVEY CONTROL
 ME2545
 ME2545  NAD 83(2007)-  41 01 34.30841(N)    087 09 05.90874(W) AD(2002.00) 0
 ME2545  ELLIP H (02/10/07)  176.636  (m)                       GP(2002.00)    
 ME2545  NAD 83(1997)-  41 01 34.30834(N)    087 09 05.90872(W) AD(       ) A
 ME2545  ELLIP H (01/19/05)  176.638  (m)                       GP(       ) 4 1
 ME2545  NAD 83(1997)-  41 01 34.30821(N)    087 09 05.90800(W) AD(       ) 2
 ME2545  NAD 83(1986)-  41 01 34.31270(N)    087 09 05.91748(W) AD(       ) 2
 ME2545  NAD 27      -  41 01 34.18050(N)    087 09 05.82990(W) AD(       ) 2
 ME2545
 ME2545.Superseded values are not recommended for survey control.
 ME2545
 ME2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2545.See file dsdata.pdf to determine how the superseded data were derived.
 ME2545
 ME2545_MARKER: DS = TRIANGULATION STATION DISK
 ME2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2545_STAMPING: AIX 2 1952
 ME2545_MARK LOGO: CGS
 ME2545_PROJECTION: FLUSH
 ME2545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2545+STABILITY: SURFACE MOTION
 ME2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2545+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME2545
 ME2545  HISTORY     - Date     Condition        Report By
 ME2545  HISTORY     - 1952     MONUMENTED       CGS
 ME2545  HISTORY     - 1958     GOOD             CGS
 ME2545  HISTORY     - 1959     GOOD             USGS
 ME2545  HISTORY     - 1969     GOOD             CGS
 ME2545  HISTORY     - 20030612 GOOD             IN-073
 ME2545  HISTORY     - 20050830 GOOD             BFSINC
 ME2545  HISTORY     - 20120327 GOOD             IN-073
 ME2545
 ME2545                          STATION DESCRIPTION
 ME2545
 ME2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2545'STATION IS LOCATED 6 MILES NORTH OF RENSSELAER, 0.05 MILE SOUTHEAST OF
 ME2545'THE INTERSECTION OF STATE HIGHWAYS 53 AND 14 AND ON PROPERTY OWNED BY
 ME2545'THE WEINBURG BROTHERS.  IT IS 284 FEET SOUTHEAST OF THE INTERSECTION
 ME2545'OF THE HIGHWAYS, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ME2545'CONCRETE BLOCK BUILDING, 50 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2545'53 AND 20 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 ME2545'INCHES AND THE DISK IS STAMPED AIX 2 1952.
 ME2545'
 ME2545'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 ME2545'THE CONCRETE BLOCK BUILDING.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ME2545'IS STAMPED AIX 2 NO 2 1952.
 ME2545'
 ME2545'REFERENCE MARK NO. 3 IS 31 FEET EAST OF THE CENTER OF STATE HIGHWAY 53
 ME2545'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE
 ME2545'DISK IS STAMPED AIX 2 NO 3 1952.
 ME2545'
 ME2545'AIX 1947 AZIMUTH MARK IS 70 FEET EAST OF A POWERLINE POLE, 48 FEET
 ME2545'SOUTH OF THE CENTER OF STATE HIGHWAY 14, 3 FEET EAST OF A WHITE
 ME2545'WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 2
 ME2545'INCHES AND THE DISK IS STAMPED AIX 1947.
 ME2545'
 ME2545'BENCH MARK M 108 IS 74 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 14,
 ME2545'45 FEET WEST OF THE CENTER OF STATE HIGHWAY 53, 1.8 FEET SOUTHEAST OF
 ME2545'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS A 8
 ME2545'BY 8 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A BRONZE USC AND
 ME2545'GS BENCH MARK DISK SET IN THE TOP STAMPED M 108 1946.
 ME2545'
 ME2545'TO REACH THE AIX 1947 AZIMUTH MARK FROM THE INTERSECTION OF STATE
 ME2545'HIGHWAYS 53 AND 14, GO WEST ON STATE HIGHWAY 14 FOR 0.2 MILE TO THE
 ME2545'MARK ON THE LEFT.
 ME2545'
 ME2545'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2545
 ME2545                          STATION RECOVERY (1958)
 ME2545
 ME2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 ME2545'LETTER OF WALTER R. HOWARD, SOMERSET, KY., DATED JULY 29, 1958-
 ME2545'
 ME2545'REFERENCE MARK 3 WAS MOVED AND SET AS REFERENCE MARK 4.  AN ANGLE WAS
 ME2545'TAKEN BETWEEN R.M.  2 AND THE MARK.
 ME2545
 ME2545                          STATION RECOVERY (1959)
 ME2545
 ME2545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ME2545'STATION IS NOW COVERED WITH A BLACK TOP DRIVE WAY.  REFERENCE MARKS 2
 ME2545'AND 4 WERE RECOVERED.  REFERENCE MARK 3 WAS NOT LOCATED.  BM M 108 WAS
 ME2545'RECOVERED IN GOOD CONDITION.
 ME2545
 ME2545                          STATION RECOVERY (1969)
 ME2545
 ME2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2545'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 ME2545'REFERENCE MARK 3 WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED
 ME2545'BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND UPROOTED AND ON ITS
 ME2545'SIDE.  THE DISK WAS SALVAGED.  REFERENCE MARK 4 WAS SET.  THERE IS NO
 ME2545'OBJECTS VISIBLE FROM THE GROUND TO SET A NEW AZIMUTH MARK FROM.
 ME2545'
 ME2545'THE STATION IS LOCATED ABOUT 250 FEET SOUTH OF THE JUNCTION OF STATE
 ME2545'HIGHWAY 53 AND 14 WHICH IS ABOUT 6 MILES NORTH OF RENSSELAER, 169 FEET
 ME2545'NORTH OF THE SOUTH ENTRANCE TO WEINBER BROS. DISCOUNT STORE, 123 FEET
 ME2545'NORTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 85 FEET WEST OF THE
 ME2545'WEST WALL OF THE STORE, 50 FEET EAST OF THE CENTERLINE OF U.S.
 ME2545'HIGHWAY 231 AND STATE HIGHWAY 53, 34 FEET SOUTH OF A CONCRETE
 ME2545'RIGHT-OF-WAY POST, 1 FOOT NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 ME2545'METAL WITNESS POST AND IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT IS 4
 ME2545'INCHES UNDERGROUND AND THE DISK IS STAMPED AIX 2 1952.
 ME2545'
 ME2545'REFERENCE MARK 2 IS 51 FEET NORTH OF THE WEST ENTRANCE TO THE STORE, 3
 ME2545'FEET NORTHWEST OF THE 5TH BRACE PILLAR OF WALL FROM THE NORTH AND 1
 ME2545'FOOT WEST OF THE WEST WALL OF THE STORE.  THE MONUMENT PROJECTS 6
 ME2545'INCHES AND THE DISK IS STAMPED AIX 2 NO 2 1952.
 ME2545'
 ME2545'RFERENCE MARK 4 IS 87 FEET WEST OF THE WEST WALL OF THE STORE, 1 FOOT
 ME2545'WEST OF THE FENCE, 48 FEET EAST OF THE CENTERLINE OF THE ROAD AND 25
 ME2545'FEET SOUTH OF THE TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 ME2545'THE DISK IS STAMPED AIX 2 1952 NO 4 1969.
 ME2545'
 ME2545'NOTE, BM M 108 WAS FOUND WITH THE TOP SHEARED OFF AND THE DISK GONE.
 ME2545'
 ME2545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES NORTH OF
 ME2545'RENSSELAER
 ME2545'
 ME2545'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2545
 ME2545                          STATION RECOVERY (2003)
 ME2545
 ME2545'RECOVERY NOTE BY JASPER COUNTY INDIANA 2003 (MK)
 ME2545'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 ME2545'SECTION 30, T 30 N, R 6  W, UNION TOWNSHIP, 6 MI NORTH OF RENSSELAER,
 ME2545'3.5 MI EAST OF PARR AND 1 MI SOUTH OF THE  VILLAGE OF
 ME2545'AIX.OWNERSHIP--WILLIAM AND BERTHA WEINBERG TRUST, 900 NE 195TH ST.
 ME2545'UNIT 616, NORTH MIAMI FL 33179.
 ME2545'
 ME2545'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14 AND US
 ME2545'HIGHWAY 231 (SR 53)  GO SOUTH FOR 284 FT TO THE STATION ON THE LEFT.
 ME2545'
 ME2545'THE STATION IS LOCATED 283.95 FT SOUTHEAST OF A SECTION CORNER
 ME2545'MONUMENT AT THE  INTERSECTION OF ROUTE 14 AND HIGHWAY 231, 123.74 FT
 ME2545'NORTHWEST OF THE SOUTHWEST CORNER  OF THE OLD WEINBERG STORE BUILDING,
 ME2545'103.7 FT SOUTH OF POWER POLE NIPSCO 768/640 AND 48.9  FT EAST OF THE
 ME2545'CENTERLINE OF HIGHWAY 231.
 ME2545
 ME2545                          STATION RECOVERY (2005)
 ME2545
 ME2545'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME2545'AIX2 AND REFERENCE MARK NO. 4 WERE FOUND, THE DISTANCE TO FROM
 ME2545'REFERENCE MARK NO. 4 TO AIX2 IS 26.52 FT.
 ME2545
 ME2545                          STATION RECOVERY (2012)
 ME2545
 ME2545'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2285 ***********************************************************************
 ME2285  DESIGNATION -  AKRON
 ME2285  PID         -  ME2285
 ME2285  STATE/COUNTY-  IN/FULTON
 ME2285  COUNTRY     -  US
 ME2285  USGS QUAD   -  AKRON (2019)
 ME2285
 ME2285                         *CURRENT SURVEY CONTROL
 ME2285  ______________________________________________________________________
 ME2285* NAD 83(1997) POSITION- 41 02 21.83525(N) 086 05 02.00525(W)   ADJUSTED
 ME2285* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 ME2285  ______________________________________________________________________
 ME2285  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME2285  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 ME2285  HORZ ORDER      -  SECOND
 ME2285
 ME2285.The horizontal coordinates were established by classical geodetic methods
 ME2285.and adjusted by the National Geodetic Survey in May 1999.
 ME2285
 ME2285.The orthometric height was scaled from a topographic map.
 ME2285
 ME2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2285.GEOID18 height accuracy estimate available here.
 ME2285
 ME2285.Click photographs - Photos may exist for this station.
 ME2285
 ME2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2285
 ME2285. The following values were computed from the NAD 83(1997) position.
 ME2285
 ME2285;                    North         East     Units Scale Factor Converg.
 ME2285;SPC IN E     -   643,017.308    64,918.846   MT  0.99998181   -0 16 26.2
 ME2285;SPC IN E     - 2,109,632.62    212,987.91   sFT  0.99998181   -0 16 26.2
 ME2285;UTM  16      - 4,543,534.904   577,000.787   MT  0.99967297   +0 36 05.5
 ME2285
 ME2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2285!SPC IN E     -   0.99996579  x   0.99998181  =   0.99994760
 ME2285!UTM  16      -   0.99996579  x   0.99967297  =   0.99963877
 ME2285
 ME2285:                Primary Azimuth Mark                     Grid Az
 ME2285:SPC IN E     -  AKRON AZ MK                              090 52 41.9
 ME2285:UTM  16      -  AKRON AZ MK                              090 00 10.2
 ME2285
 ME2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7700043534(NAD 83)
 ME2285
 ME2285|---------------------------------------------------------------------|
 ME2285| PID    Reference Object                     Distance      Geod. Az  |
 ME2285|                                                           dddmmss.s |
 ME2285| CM2663 AKRON RM 1                           27.862 METERS 01754     |
 ME2285| CM2662 AKRON AZ MK                                        0903615.7 |
 ME2285| CM2664 AKRON RM 2                           29.121 METERS 11440     |
 ME2285|---------------------------------------------------------------------|
 ME2285
 ME2285                          SUPERSEDED SURVEY CONTROL
 ME2285
 ME2285  NAD 83(1986)-  41 02 21.84061(N)    086 05 02.01513(W) AD(       ) 2
 ME2285  NAD 27      -  41 02 21.68680(N)    086 05 02.03250(W) AD(       ) 2
 ME2285
 ME2285.Superseded values are not recommended for survey control.
 ME2285
 ME2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2285.See file dsdata.pdf to determine how the superseded data were derived.
 ME2285
 ME2285_MARKER: DS = TRIANGULATION STATION DISK
 ME2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2285_STAMPING: AKRON 1947
 ME2285_MARK LOGO: CGS
 ME2285_PROJECTION: FLUSH
 ME2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2285+STABILITY: SURFACE MOTION
 ME2285
 ME2285  HISTORY     - Date     Condition        Report By
 ME2285  HISTORY     - 1947     MONUMENTED       CGS
 ME2285  HISTORY     - 1990     GOOD             USPSQD
 ME2285  HISTORY     - 20141231 MARK NOT FOUND   INDOT
 ME2285
 ME2285                          STATION DESCRIPTION
 ME2285
 ME2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2285'STATION IS LOCATED ABOUT 7 MILES EAST OF ROCHESTER AND ABOUT 3 MILES
 ME2285'WEST OF AKRON ALONG THE SOUTH SIDE OF STATE HIGHWAY 14 ON LAND OWNED
 ME2285'BY MRS. SELIGMAN.  IT IS 135 FEET SOUTH OF THE CENTER OF HIGHWAY, 92
 ME2285'FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 36 FEET NORTH OF A
 ME2285'EAST-WEST FENCELINE, 7 FEET EAST OF A NORTH-SOUTH FENCELINE AND 7 FEET
 ME2285'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2285'STAMPED AKRON 1947.
 ME2285'
 ME2285'REFERENCE MARK NO. 1 IS 91.41 FEET NORTH OF THE STATION.  IT IS 2 FEET
 ME2285'SOUTHEAST OF THE SOUTHEAST CORNER OF BARN.  THE MARK PROJECTS ABOUT 4
 ME2285'INCHES AND THE DISK IS STAMPED AKRON NO 1 1947.
 ME2285'
 ME2285'REFERENCE MARK NO. 2 IS 95.54 FEET SOUTHEAST OF THE STATION.  IT IS 1
 ME2285'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2285'DISK IS STAMPED AKRON NO 2 1947.
 ME2285'
 ME2285'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 27 FEET NORTH OF
 ME2285'THE CENTER OF STATE HIGHWAY NO.  14, 5 FEET EAST OF A TELEPHONE POLE
 ME2285'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3
 ME2285'INCHES AND THE DISK IS STAPED AKRON 1947.
 ME2285'
 ME2285'TO REACH STATION FROM THE COURTHOUSE IN ROCHESTER GO EAST ON STATE
 ME2285'HIGHWAY NO. 14 FOR 7.4 MILES TO STATION ON THE RIGHT, CONTINUE FOR 0.3
 ME2285'MILE TO AZIMUTH MARK ON THE LEFT.
 ME2285'
 ME2285'TO REACH STATION FROM THE RAIL ROAD CROSSING AND STATE HIGHWAY NO. 14
 ME2285'IN AKRON GO WEST ON STATE HIGHWAY NO. 14 FOR 2.6 MILE TO AZIMUTH MARK
 ME2285'ON THE RIGHT, CONTINUE FOR 0.3 MILE TO STATION ON THE LEFT.
 ME2285'
 ME2285'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2285
 ME2285                          STATION RECOVERY (1990)
 ME2285
 ME2285'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME2285'RECOVERED IN GOOD CONDITION.
 ME2285
 ME2285                          STATION RECOVERY (2014)
 ME2285
 ME2285'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME2285'ONLY FOUND REFERENCE MARK NO.1  COULD NOT FIND THE STATION OR
 ME2285'REFERENCE MARK NO. 2
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0641 ***********************************************************************
 MD0641  DESIGNATION -  AL 6
 MD0641  PID         -  MD0641
 MD0641  STATE/COUNTY-  IN/ALLEN
 MD0641  COUNTRY     -  US
 MD0641  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0641
 MD0641                         *CURRENT SURVEY CONTROL
 MD0641  ______________________________________________________________________
 MD0641* NAD 83(1986) POSITION- 41 04 43.     (N) 085 09 19.     (W)   SCALED
 MD0641* NAVD 88 ORTHO HEIGHT -   233.130 (meters)      764.86  (feet) ADJUSTED
 MD0641  ______________________________________________________________________
 MD0641  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 MD0641  DYNAMIC HEIGHT  -        233.039 (meters)      764.56  (feet) COMP
 MD0641  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 MD0641
 MD0641  VERT ORDER      -  FIRST     CLASS I
 MD0641
 MD0641.The horizontal coordinates were scaled from a map and have
 MD0641.an estimated accuracy of +/- 6 seconds.
 MD0641
 MD0641.The orthometric height was determined by differential leveling and
 MD0641.adjusted by the NATIONAL GEODETIC SURVEY
 MD0641.in April 1995.
 MD0641
 MD0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0641.GEOID18 height accuracy estimate available here.
 MD0641
 MD0641.Click photographs - Photos may exist for this station.
 MD0641
 MD0641.The dynamic height is computed by dividing the NAVD 88
 MD0641.geopotential number by the normal gravity value computed on the
 MD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0641.degrees latitude (g = 980.6199 gals.).
 MD0641
 MD0641.The modeled gravity was interpolated from observed gravity values.
 MD0641
 MD0641;                    North         East    Units  Estimated Accuracy
 MD0641;SPC IN E     -   647,410.      142,970.      MT  (+/- 180 meters Scaled)
 MD0641
 MD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL549491(NAD 83)
 MD0641
 MD0641                          SUPERSEDED SURVEY CONTROL
 MD0641
 MD0641  NAVD 88 (06/15/91)  233.135  (m)          764.88   (f) SUPERSEDED  1 1
 MD0641  NGVD 29 (01/19/93)  233.296  (m)          765.41   (f) ADJUSTED    1 1
 MD0641  NGVD 29 (??/??/92)  233.296  (m)          765.41   (f) SUPERSEDED  1 1
 MD0641
 MD0641.Superseded values are not recommended for survey control.
 MD0641
 MD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0641.See file dsdata.pdf to determine how the superseded data were derived.
 MD0641
 MD0641_MARKER: DB = BENCH MARK DISK
 MD0641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0641_SP_SET: PARAPET
 MD0641_STAMPING: AL 6 1955
 MD0641_MARK LOGO: INFCC
 MD0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0641+STABILITY: SURFACE MOTION
 MD0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0641+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0641
 MD0641  HISTORY     - Date     Condition        Report By
 MD0641  HISTORY     - 1955     MONUMENTED       INFCC
 MD0641  HISTORY     - 1968     GOOD             CGS
 MD0641  HISTORY     - 19921010 GOOD             NGS
 MD0641
 MD0641                          STATION DESCRIPTION
 MD0641
 MD0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0641'AT FORT WAYNE.
 MD0641'AT FORT WAYNE, SET ON THE TOP OF THE FIRST CONCRETE POST EAST OF
 MD0641'THE WEST END OF THE NORTH BRICK GUARD RAIL TO THE WEST MAIN
 MD0641'STREET BRIDGE OVER THE ST MARYS RIVER, IN SECTION 3, R 12 E,
 MD0641'T 30 N, 7.6 FEET NORTH OF THE NORTH CURB LINE OF WEST MAIN
 MD0641'STREET, 12.5 FEET EAST OF THE WEST END OF THE GUARD RAIL, 4.2
 MD0641'FEET ABOVE THE LEVEL OF THE BRIDGE SIDEWALK AND 4 1/2 FEET
 MD0641'ABOVE THE LEVEL OF THE STREET.
 MD0641
 MD0641                          STATION RECOVERY (1992)
 MD0641
 MD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0641'IN FORT WAYNE, AT THE INTERSECTION OF WEST MAIN STREET AND CAMP ALLEN
 MD0641'DRIVE, IN THE PARAPET OF THE STREET BRIDGE SPANNING THE ST. MARYS
 MD0641'RIVER, 42.7 M (140.1 FT) EAST OF THE EXTENDED CENTER OF THE DRIVE,
 MD0641'8.7 M (28.5 FT) NORTH OF THE STREET CENTERLINE, 3.8 M (12.5 FT) EAST
 MD0641'OF THE WEST END OF A GUARDRAIL, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 MD0641'THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2059 ***********************************************************************
 LA2059  DESIGNATION -  ALBANY UNUSED PAPER MILL TANK
 LA2059  PID         -  LA2059
 LA2059  STATE/COUNTY-  IN/DELAWARE
 LA2059  COUNTRY     -  US
 LA2059  USGS QUAD   -  REDKEY (2019)
 LA2059
 LA2059                         *CURRENT SURVEY CONTROL
 LA2059  ______________________________________________________________________
 LA2059* NAD 83(1997) POSITION- 40 17 47.74622(N) 085 14 47.83628(W)   ADJUSTED
 LA2059  ______________________________________________________________________
 LA2059  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 LA2059  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 LA2059  HORZ ORDER      -  THIRD
 LA2059
 LA2059.The horizontal coordinates were established by classical geodetic methods
 LA2059.and adjusted by the National Geodetic Survey in May 1999.
 LA2059
 LA2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2059.GEOID18 height accuracy estimate available here.
 LA2059
 LA2059.Click photographs - Photos may exist for this station.
 LA2059
 LA2059.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2059
 LA2059. The following values were computed from the NAD 83(1997) position.
 LA2059
 LA2059;                    North         East     Units Scale Factor Converg.
 LA2059;SPC IN E     -   560,534.496   135,712.493   MT  0.99998236   +0 16 18.0
 LA2059;SPC IN E     - 1,839,020.26    445,250.07   sFT  0.99998236   +0 16 18.0
 LA2059;UTM  16      - 4,462,152.299   649,022.183   MT  0.99987337   +1 08 03.1
 LA2059
 LA2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4902262152(NAD 83)
 LA2059
 LA2059                          SUPERSEDED SURVEY CONTROL
 LA2059
 LA2059  NAD 83(1995)-  40 17 47.74768(N)    085 14 47.84341(W) AD(       ) 3
 LA2059  NAD 83(1986)-  40 17 47.74835(N)    085 14 47.84819(W) AD(       ) 3
 LA2059  NAD 27      -  40 17 47.60000(N)    085 14 47.95000(W) AD(       ) 3
 LA2059
 LA2059.Superseded values are not recommended for survey control.
 LA2059
 LA2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2059.See file dsdata.pdf to determine how the superseded data were derived.
 LA2059
 LA2059_MARKER: 51 = TANK
 LA2059
 LA2059  HISTORY     - Date     Condition        Report By
 LA2059  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2059
 LA2059                          STATION DESCRIPTION
 LA2059
 LA2059'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1626 ***********************************************************************
 MD1626  DESIGNATION -  ALBION
 MD1626  PID         -  MD1626
 MD1626  STATE/COUNTY-  IN/NOBLE
 MD1626  COUNTRY     -  US
 MD1626  USGS QUAD   -  ALBION (2019)
 MD1626
 MD1626                         *CURRENT SURVEY CONTROL
 MD1626  ______________________________________________________________________
 MD1626* NAD 83(1997) POSITION- 41 23 57.03954(N) 085 25 37.45234(W)   ADJUSTED
 MD1626* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 MD1626  ______________________________________________________________________
 MD1626  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 MD1626  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 MD1626  HORZ ORDER      -  SECOND
 MD1626
 MD1626.The horizontal coordinates were established by classical geodetic methods
 MD1626.and adjusted by the National Geodetic Survey in May 1999.
 MD1626
 MD1626.The orthometric height was scaled from a topographic map.
 MD1626
 MD1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1626.GEOID18 height accuracy estimate available here.
 MD1626
 MD1626.Click photographs - Photos may exist for this station.
 MD1626
 MD1626.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1626
 MD1626. The following values were computed from the NAD 83(1997) position.
 MD1626
 MD1626;                    North         East     Units Scale Factor Converg.
 MD1626;SPC IN E     -   682,916.201   120,035.732   MT  0.99997160   +0 09 30.4
 MD1626;SPC IN E     - 2,240,534.24    393,817.23   sFT  0.99997160   +0 09 30.4
 MD1626;UTM  16      - 4,584,264.810   631,486.600   MT  0.99981277   +1 02 25.2
 MD1626
 MD1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1626!SPC IN E     -   0.99995818  x   0.99997160  =   0.99992978
 MD1626!UTM  16      -   0.99995818  x   0.99981277  =   0.99977096
 MD1626
 MD1626:                Primary Azimuth Mark                     Grid Az
 MD1626:SPC IN E     -  ALBION AZ MK                             230 53 37.4
 MD1626:UTM  16      -  ALBION AZ MK                             230 00 42.6
 MD1626
 MD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3148684264(NAD 83)
 MD1626
 MD1626|---------------------------------------------------------------------|
 MD1626| PID    Reference Object                     Distance      Geod. Az  |
 MD1626|                                                           dddmmss.s |
 MD1626| MD0925 S 163                                42.894 METERS 09647     |
 MD1626| MD1623 ALBION CO CTHSE CLOCK TOWER         405.011 METERS 1491103.8 |
 MD1626| MD1624 ALBION MUNICIPAL TANK               APPROX. 0.8 KM 1552808.6 |
 MD1626| CC7707 ALBION AZ MK                                       2310307.8 |
 MD1626| CC7708 ALBION RM 1                          24.018 METERS 34811     |
 MD1626|---------------------------------------------------------------------|
 MD1626
 MD1626                          SUPERSEDED SURVEY CONTROL
 MD1626
 MD1626  NAD 83(1995)-  41 23 57.04148(N)    085 25 37.45906(W) AD(       ) 2
 MD1626  NAD 83(1986)-  41 23 57.04067(N)    085 25 37.46400(W) AD(       ) 2
 MD1626  NAD 27      -  41 23 56.86740(N)    085 25 37.53850(W) AD(       ) 2
 MD1626
 MD1626.Superseded values are not recommended for survey control.
 MD1626
 MD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1626.See file dsdata.pdf to determine how the superseded data were derived.
 MD1626
 MD1626_MARKER: DS = TRIANGULATION STATION DISK
 MD1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1626_STAMPING: ALBION 1946
 MD1626_MARK LOGO: CGS
 MD1626_PROJECTION: FLUSH
 MD1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1626+STABILITY: SURFACE MOTION
 MD1626
 MD1626  HISTORY     - Date     Condition        Report By
 MD1626  HISTORY     - 1946     MONUMENTED       CGS
 MD1626  HISTORY     - 1956     GOOD             USGS
 MD1626  HISTORY     - 1963     GOOD             CGS
 MD1626  HISTORY     - 1975     GOOD             LOCENG
 MD1626
 MD1626                          STATION DESCRIPTION
 MD1626
 MD1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1626'STATION IS LOCATED IN THE NORTHWEST SECTION OF ALBION ABOUT 149 FEET
 MD1626'WEST OF 415 OAK STREET.  IT IS 18 FEET EAST OF A FENCE LINE, 30 FEET
 MD1626'NORTH OF A 24 INCH MAPLE TREE, 48 FEET SOUTHWEST OF THE SOUTHWEST
 MD1626'CORNER OF A STONE BUILDING AND 85 FEET SOUTHEAST OF THE SOUTHEAST
 MD1626'CORNER OF A RED BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1626'ALBION 1946.
 MD1626'
 MD1626'REFERENCE MARK NO. 1 IS 78.80 FEET NORTH OF STATION.  IT IS 14 FEET
 MD1626'SOUTH OF THE SOUTHEAST CORNER OF A RED BARN AND IS IN THE NORTH-SOUTH
 MD1626'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALBION NO. 1
 MD1626'1946.
 MD1626'
 MD1626'S 163 (USC AND GS) WAS USED AS A REFERENCE MARK AND IS 140.73 FEET
 MD1626'EAST OF STATION.  IT IS 35 FEET WEST OF THE CENTERLINE OF OAK STREET
 MD1626'AND IS ALONG THE WEST SIDE OF A CONCRETE WALK.  THE MARK IS A STANDARD
 MD1626'USC AND GS B.M. DISK SET IN AN 8 BY 8 CONCRETE POST FLUSH.
 MD1626'
 MD1626'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT IS ABOUT 100
 MD1626'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 8.  IT IS 7 FEET NORTHEAST OF
 MD1626'THE NORTHEAST CORNER OF A RED BARN AND 2 FEET NORTH OF WHITE WITNESS
 MD1626'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALBION 1946.
 MD1626'
 MD1626'TO REACH STATION FROM COURT HOUSE IN ALBION GO NORTH ON STATE HIGHWAY
 MD1626'9 FOR 0.25 MILE TO A DRIVE WAY CONTINUE STRAIGHT AHEAD ON DRIVE WAY
 MD1626'BETWEEN TWO HOUSES TO A RED BARN AND STATION IS AT THE SOUTHEAST
 MD1626'CORNER AS DESCRIBED.
 MD1626'
 MD1626'TO REACH AZIMUTH MARK GO SOUTH 0.2 MILE TO STATE HIGHWAY 8 TURN WEST
 MD1626'ON 8 AND GO 0.2 MILE TO A DRIVE WAY ON THE LEFT TURN LEFT IN DRIVE WAY
 MD1626'AND GO TO RED BARN ON THE LEFT AND AZIMUTH AS DESCRIBED.
 MD1626'
 MD1626'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1626
 MD1626                          STATION RECOVERY (1956)
 MD1626
 MD1626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MD1626'STATION RECOVERED IN GOOD CONDITION.  STATE HIGHWAY 8 IS A PAVED
 MD1626'COUNTY ROAD, BARN IS PAINTED WHITE, AND THE 24-INCH MAPLE TREE HAS
 MD1626'BEEN CUT DOWN.
 MD1626
 MD1626                          STATION RECOVERY (1963)
 MD1626
 MD1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1626'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1626'DESCRIBED, EXCEPT THAT A HOUSE HAS BEEN BUILT BETWEEN THE STATION AND
 MD1626'BENCH MARK S 163, AND AZ. MK. MAY BE TILTED.
 MD1626'
 MD1626'ABOUT 0.1 MILE OR 1 BLOCK W ALONG W. JEFFERSON STREET FROM NW CORNER
 MD1626'OF COURTHOUSE SQUARE IN ALBION, THENCE 0.2 MILE OR 2 BLOCKS N ON N.
 MD1626'OAK STREET, IN THE BACK YARD ON NO.  415 N. OAK STREET, 75.15 FEET SW
 MD1626'OF NW CORNER OF LARGE LIMESTONE RANCH TYPE HOUSE, 79.38 FEET NW OF SW
 MD1626'CORNER OF SAME, 30.8 FEET S OF PROJECTED PLANE OF N WALL OF SAID
 MD1626'HOUSE, ABOUT 166 FEET W OF C/L OF OAK STREET, STANDARD DISKS STAMPED
 MD1626'ALBION 1946 IN 1A AND 7A MARKS WITH THE TOP MARK 0.5 FOOT UNDERGROUND.
 MD1626'
 MD1626'REFERENCE STAMPED ALBION NO. 1 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1626'78.80 FEET OR 24.018 METERS N IN AZIMUTH 168 DEG. 11 MIN. FROM THE
 MD1626'STATION, 11 FEET S OF SE CORNER OF BARN, ONE FOOT E OF PROJECTED PLANE
 MD1626'OF E WALL OF SAME, 4 FEET S OF PROJECTED CENTER LINE OF GROVE ST.
 MD1626'
 MD1626'COAST SURVEY BENCH MARK STAMPED S 163 1946, 0.6 FOOT UNDERGROUND, IS
 MD1626'140.73 FEET OR 42.894 METERS E IN AZIMUTH 276 DEG. 47 MIN. 07.6 SEC.
 MD1626'FROM STATION, OBSTRUCTED NOW BY HOUSE, 28.5 FEET N OF PROJECTED PLANE
 MD1626'OF S WALL OF HOUSE, 27 FEET W OF C/L OF STREET, 0.5 FOOT LOWER THAN
 MD1626'SAME, AND 0.6 FOOT E OF E EDGE OF CONCRETE SIDEWALK.
 MD1626'
 MD1626'AZIMUTH MARK STAMPED ALBION 1946, NOTE 16A, IS ABOUT 0.3 MILE SW IN
 MD1626'AZIMUTH 51 DEG. 03 MIN.  08.1 SEC. FROM STATION, NOW OBSTRUCTED BY
 MD1626'TREES, 0.2 MILE W OF OAK ST., ABOUT 40 YARDS SSW OF EXTENSION OF W.
 MD1626'JEFFERSON STREET, 6 FEET N OF NE CORNER OF BARN, CONCRETE FOUNDATION,
 MD1626'ONE FOOT E OF PLANE OF E WALL OF BARN, PROJECTS 0.2 FOOT, IS POSSIBLY
 MD1626'TILTED SLIGHTLY TO E.
 MD1626
 MD1626                          STATION RECOVERY (1975)
 MD1626
 MD1626'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ELD)
 MD1626'ALBION RECOVERED EXCELLENT.  MARK IS 6 IN BELOW GRADE AND NOW COVERED
 MD1626'WITH 4 RED BRICKS STANDING ON EDGE.  THE STONE BUILDING HAS BEEN
 MD1626'REMOVED.  IT IS 73 FT 4 IN NORTH OF UTILITY POLE N 304-91.  17 FT 4 IN
 MD1626'WNW FROM 19 INCH WALNUT TREE AND 75 FT 3 IN SW FROM N.W. CORNER OF
 MD1626'STONE HOUSE AT 415 OAK STREET.
 MD1626'
 MD1626'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF ALBION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1623 ***********************************************************************
 MD1623  DESIGNATION -  ALBION CO CTHSE CLOCK TOWER
 MD1623  PID         -  MD1623
 MD1623  STATE/COUNTY-  IN/NOBLE
 MD1623  COUNTRY     -  US
 MD1623  USGS QUAD   -  ALBION (2019)
 MD1623
 MD1623                         *CURRENT SURVEY CONTROL
 MD1623  ______________________________________________________________________
 MD1623* NAD 83(1997) POSITION- 41 23 45.76467(N) 085 25 28.52105(W)   ADJUSTED
 MD1623  ______________________________________________________________________
 MD1623  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 MD1623  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 MD1623  HORZ ORDER      -  THIRD
 MD1623
 MD1623.The horizontal coordinates were established by classical geodetic methods
 MD1623.and adjusted by the National Geodetic Survey in May 1999.
 MD1623
 MD1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1623.GEOID18 height accuracy estimate available here.
 MD1623
 MD1623.Click photographs - Photos may exist for this station.
 MD1623
 MD1623.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1623
 MD1623. The following values were computed from the NAD 83(1997) position.
 MD1623
 MD1623;                    North         East     Units Scale Factor Converg.
 MD1623;SPC IN E     -   682,568.954   120,244.165   MT  0.99997171   +0 09 36.3
 MD1623;SPC IN E     - 2,239,394.98    394,501.06   sFT  0.99997171   +0 09 36.3
 MD1623;UTM  16      - 4,583,920.867   631,700.319   MT  0.99981346   +1 02 30.9
 MD1623
 MD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3170083920(NAD 83)
 MD1623
 MD1623                          SUPERSEDED SURVEY CONTROL
 MD1623
 MD1623  NAD 83(1995)-  41 23 45.76656(N)    085 25 28.52781(W) AD(       ) 3
 MD1623  NAD 83(1986)-  41 23 45.76593(N)    085 25 28.53289(W) AD(       ) 3
 MD1623  NAD 27      -  41 23 45.59100(N)    085 25 28.60800(W) AD(       ) 3
 MD1623
 MD1623.Superseded values are not recommended for survey control.
 MD1623
 MD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1623.See file dsdata.pdf to determine how the superseded data were derived.
 MD1623
 MD1623_MARKER: 55 = TOWER
 MD1623
 MD1623  HISTORY     - Date     Condition        Report By
 MD1623  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1623  HISTORY     - 1956     GOOD             USGS
 MD1623  HISTORY     - 1963     GOOD             CGS
 MD1623
 MD1623                          STATION DESCRIPTION
 MD1623
 MD1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1623'STATION IS LOCATED IN THE CENTER OF ALBION.  IT IS 40 FEET NORTHEAST
 MD1623'OF THE INTERSECTION OF STATATE HIGHWAYS 8 AND 9.  IT IS A SQUARE
 MD1623'SHAPED CLOCK TOWER WITH A CLOCK ON ALL FOUR SIDES.  IT IS IN THE
 MD1623'CENTER OF A RED BRICK BUILDING ABOUT 120 FEET HIGH.  THE POINT
 MD1623'OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 MD1623'
 MD1623'THIS IS AN INTERSECTION STATION.
 MD1623
 MD1623                          STATION RECOVERY (1956)
 MD1623
 MD1623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MD1623'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN THE CENTER OF
 MD1623'ALBION.  THE STATION IS 40 FEET NORTHWEST OF THE INTERSECTION OF STATE
 MD1623'HIGHWAYS 8 AND 9.  IT IS A SQUARE SHAPED CLOCK TOWER WITH A CLOCK ON
 MD1623'ALL FOUR SIDES, IN THE CENTER OF A RED BRICK BUILDING ABOUT 120 FEET
 MD1623'HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 MD1623'ROOF.
 MD1623
 MD1623                          STATION RECOVERY (1963)
 MD1623
 MD1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1623'STATION RECOVERED IN GOOD CONDITION THO THE CLOCKS ARE PRESENTLY OUT
 MD1623'OF COMMISSION AND DETERIORATING SO THAT SOON IT MAY BE ONLY A
 MD1623'BELFRY-LIKE TOWER CENTRALLY LOCATED IN THE COURTHOUSE AND RISING AN
 MD1623'ESTIMATED 175 FEET ABOVE GROUND WITH SQUARE PYRAMIDAL ROOF WHICH IS
 MD1623'THE POINT REPORTEDLY ORIGINALLY OBSERVED.  IT IS AN ESTIMATED 85 YARDS
 MD1623'NW OF THE INTERSECTION OF NOS. 8 AND 9 INDIANA HIGHWAYS IN THE HEART
 MD1623'OF ALBION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1624 ***********************************************************************
 MD1624  DESIGNATION -  ALBION MUNICIPAL TANK
 MD1624  PID         -  MD1624
 MD1624  STATE/COUNTY-  IN/NOBLE
 MD1624  COUNTRY     -  US
 MD1624  USGS QUAD   -  ALBION (2019)
 MD1624
 MD1624                         *CURRENT SURVEY CONTROL
 MD1624  ______________________________________________________________________
 MD1624* NAD 83(1997) POSITION- 41 23 32.65496(N) 085 25 22.67433(W)   ADJUSTED
 MD1624  ______________________________________________________________________
 MD1624  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 MD1624  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 MD1624  HORZ ORDER      -  THIRD
 MD1624
 MD1624.The horizontal coordinates were established by classical geodetic methods
 MD1624.and adjusted by the National Geodetic Survey in May 1999.
 MD1624
 MD1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1624.GEOID18 height accuracy estimate available here.
 MD1624
 MD1624.Click photographs - Photos may exist for this station.
 MD1624
 MD1624.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1624
 MD1624. The following values were computed from the NAD 83(1997) position.
 MD1624
 MD1624;                    North         East     Units Scale Factor Converg.
 MD1624;SPC IN E     -   682,164.908   120,381.120   MT  0.99997178   +0 09 40.1
 MD1624;SPC IN E     - 2,238,069.37    394,950.39   sFT  0.99997178   +0 09 40.1
 MD1624;UTM  16      - 4,583,519.039   631,843.453   MT  0.99981392   +1 02 34.5
 MD1624
 MD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3184383519(NAD 83)
 MD1624
 MD1624                          SUPERSEDED SURVEY CONTROL
 MD1624
 MD1624  NAD 83(1995)-  41 23 32.65679(N)    085 25 22.68110(W) AD(       ) 3
 MD1624  NAD 83(1986)-  41 23 32.65623(N)    085 25 22.68620(W) AD(       ) 3
 MD1624  NAD 27      -  41 23 32.48200(N)    085 25 22.76100(W) AD(       ) 3
 MD1624
 MD1624.Superseded values are not recommended for survey control.
 MD1624
 MD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1624.See file dsdata.pdf to determine how the superseded data were derived.
 MD1624
 MD1624_MARKER: 53 = ELEVATED TANK
 MD1624
 MD1624  HISTORY     - Date     Condition        Report By
 MD1624  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1624  HISTORY     - 1956     GOOD             USGS
 MD1624  HISTORY     - 1963     GOOD             CGS
 MD1624
 MD1624                          STATION DESCRIPTION
 MD1624
 MD1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1624'STATION IS LOCATED IN THE SOUTHWEST SECTION OF ALBION.  IT IS A
 MD1624'FOUR-LEGGED STEEL STRUCTURE WITH A CONCIAL SHAPED WATER TANK ATOP
 MD1624'APPROXIMATE 126 FEET HIGH PAINTED SILVER.  THE POINT OBSERVED ON WAS
 MD1624'THE CENTER OF THE BALL AT THE APEX OF THE ROOF.
 MD1624'
 MD1624'TO REACH STATION FROM THE INTERSECTIONS OF STATE HIGHWAYS 8 AND 9 IN
 MD1624'ALBION GO SOUTH ON STATE HIGHWAY 9 FOR 0.2 MILE TO A GRAVEL T-ROAD
 MD1624'INTERSECTION, TURN LEFT ON GRAVEL ROAD AND GO FOR ONE MILE TO STATION
 MD1624'ON THE RIGHT AS DESCRIBED.
 MD1624'
 MD1624'THIS IS AN INTERSECTION STATION.
 MD1624
 MD1624                          STATION RECOVERY (1956)
 MD1624
 MD1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MD1624'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED IN THE
 MD1624'SOUTHEAST SECTION
 MD1624'OF ALBION.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH
 MD1624'A CONICAL SHAPED WATER TANK ATOP
 MD1624'APPROXIMATE 126 FEET HIGH PAINTED
 MD1624'SILVER.  THE POINT OBSERVED ON WAS THE CENTER OF
 MD1624'THE BALL AT THE APEX
 MD1624'OF THE ROOF.
 MD1624'
 MD1624'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND 9
 MD1624'IN ALBION GO S ON
 MD1624'STATE HIGHWAY 9 FOR 0.2 MILE TO A PAVED T-ROAD INTERSECTION,
 MD1624'TURN LEFT ON PAVED ROAD AND GO 0.1
 MD1624'MILE TO STATION ON LEFT AS
 MD1624'DESCRIBED.
 MD1624
 MD1624                          STATION RECOVERY (1963)
 MD1624
 MD1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1624'STATION RECOVERED IN GOOD CONDITION, ABOUT 0.3 MILE S ALONG ORANGE
 MD1624'STREET AND NO. 9 INDIANA HWY.
 MD1624'AND TURN LEFT, THENCE 0.1 MILE OR ONE BLOCK E ON WASHINGTON STREET
 MD1624'AND STATION ON LEFT, A FOUR-LEGGED STEEL
 MD1624'TANK BUILT IN 1935 BY CHICAGO BRIDGE AND IRON WORKS (SEE
 MD1624'PLATE ON LADDER LEG), ESTIMATED 125 FEET HIGH,
 MD1624'ABOUT 25 YARDS W OF CENTER LINE OF LIBERTY
 MD1624'STREET, AND ABOUT 15 YARDS N OF CENTER LINE OF WASHINGTON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2377 ***********************************************************************
 ME2377  DESIGNATION -  ALDINE
 ME2377  PID         -  ME2377
 ME2377  STATE/COUNTY-  IN/STARKE
 ME2377  COUNTRY     -  US
 ME2377  USGS QUAD   -  DENHAM (2019)
 ME2377
 ME2377                         *CURRENT SURVEY CONTROL
 ME2377  ______________________________________________________________________
 ME2377* NAD 83(1997) POSITION- 41 13 07.57267(N) 086 41 54.77624(W)   ADJUSTED
 ME2377* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 ME2377  ______________________________________________________________________
 ME2377  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME2377  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 ME2377  HORZ ORDER      -  SECOND
 ME2377
 ME2377.The horizontal coordinates were established by classical geodetic methods
 ME2377.and adjusted by the National Geodetic Survey in May 1999.
 ME2377
 ME2377.The orthometric height was scaled from a topographic map.
 ME2377
 ME2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2377.GEOID18 height accuracy estimate available here.
 ME2377
 ME2377.Click photographs - Photos may exist for this station.
 ME2377
 ME2377.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2377
 ME2377. The following values were computed from the NAD 83(1997) position.
 ME2377
 ME2377;                    North         East     Units Scale Factor Converg.
 ME2377;SPC IN W     -   662,924.525   932,265.582   MT  0.99997947   +0 15 12.8
 ME2377;SPC IN W     - 2,174,944.88  3,058,608.00   sFT  0.99997947   +0 15 12.8
 ME2377;UTM  16      - 4,563,086.892   525,268.497   MT  0.99960786   +0 11 55.1
 ME2377
 ME2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2377!SPC IN W     -   0.99997128  x   0.99997947  =   0.99995076
 ME2377!UTM  16      -   0.99997128  x   0.99960786  =   0.99957916
 ME2377
 ME2377:                Primary Azimuth Mark                     Grid Az
 ME2377:SPC IN W     -  DENHAM                                   176 56 01.7
 ME2377:UTM  16      -  DENHAM                                   176 59 19.4
 ME2377
 ME2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2526863086(NAD 83)
 ME2377
 ME2377|---------------------------------------------------------------------|
 ME2377| PID    Reference Object                     Distance      Geod. Az  |
 ME2377|                                                           dddmmss.s |
 ME2377| CM2665 ALDINE RM 1                          32.794 METERS 04314     |
 ME2377| CM2666 ALDINE RM 2                          30.178 METERS 13019     |
 ME2377| ME2376 DENHAM                              APPROX. 6.3 KM 1771114.5 |
 ME2377| ME0641 P 132                                              1813433.5 |
 ME2377|---------------------------------------------------------------------|
 ME2377
 ME2377                          SUPERSEDED SURVEY CONTROL
 ME2377
 ME2377  NAD 83(1986)-  41 13 07.57773(N)    086 41 54.78398(W) AD(       ) 2
 ME2377  NAD 27      -  41 13 07.43210(N)    086 41 54.73510(W) AD(       ) 2
 ME2377
 ME2377.Superseded values are not recommended for survey control.
 ME2377
 ME2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2377.See file dsdata.pdf to determine how the superseded data were derived.
 ME2377
 ME2377_MARKER: DS = TRIANGULATION STATION DISK
 ME2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2377_STAMPING: ALDINE 1948
 ME2377_MARK LOGO: CGS
 ME2377_PROJECTION: RECESSED 30 CENTIMETERS
 ME2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2377+STABILITY: SURFACE MOTION
 ME2377
 ME2377  HISTORY     - Date     Condition        Report By
 ME2377  HISTORY     - 1948     MONUMENTED       CGS
 ME2377  HISTORY     - 1969     GOOD             CGS
 ME2377  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME2377
 ME2377                          STATION DESCRIPTION
 ME2377
 ME2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2377'STATION IS LOCATED ABOUT 4 MILES EAST OF NORTH JUDSON AND 5 MILES WEST
 ME2377'OF BASE LAKE ON PROPERTY OWNED BY MAJOR MCFALL.  IT IS 52 FEET WEST OF
 ME2377'THE CENTER OF PAVED ROAD AND 25 FEET WEST OF A POWERLINE POLE.  THE
 ME2377'MARK IS UNDERGROUND 12 INCHES AND THE DISK IS STAMPED ALDINE 1948.
 ME2377'
 ME2377'REFERENCE MARK NO. 1 IS 107.59 FEET NORTHEAST OF THE STATION.  IT IS
 ME2377'29 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 24 FEET EAST OF
 ME2377'THE CENTER OF PAVED ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2377'STAMPED ALDINE NO 1 1948.
 ME2377'
 ME2377'REFERENCE MARK NO. 2 IS 99.01 FEET SOUTHEAST OF THE STATION.  IT IS 25
 ME2377'FEET EAST OF THE CENTER OF PAVED ROAD AND 2 FEET NORTH OF A WHITE
 ME2377'WITNESS POST.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 ME2377'ALDINE NO 2 1948.
 ME2377'
 ME2377'P 132 (USC AND GS) BM WAS USED AS THE AZIMUTH MARK AND IS 0.2 MILE
 ME2377'SOUTH OF THE STATION.  IT IS 84 FEET WEST OF THE CENTER OF PAVED ROAD,
 ME2377'50 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 10, 2 FEET NORTH OF A
 ME2377'FENCELINE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK IS A 6 BY
 ME2377'6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A STANDARD USC AND
 ME2377'GS BRONZE DISK STAMPED P 132 1946.
 ME2377'
 ME2377'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NO. 10
 ME2377'AND 39 IN NORTH JUDSON GO EAST ON STATE HIGHWAY NO. 10 FOR 4.15 MILE
 ME2377'TO THE INTERSECTION OF A PAVED ROAD AND THE AZIMUTH MARK IN THE
 ME2377'SOUTHWEST ANGLE, TURN LEFT ON PAVED ROAD AND GO NORTH FOR 0.2 MILE TO
 ME2377'THE STATION ON THE LEFT AS DESCRIBED.
 ME2377'
 ME2377'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2377
 ME2377                          STATION RECOVERY (1969)
 ME2377
 ME2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2377'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE STATION
 ME2377'MARK IS LOCATED IN A CORN FIELD AND WAS NOT SEARCHED FOR SINCE
 ME2377'MEASUREMENTS COULD NOT BE MADE.  THE BENCH MARK USED AS THE AZIMUTH
 ME2377'MARK COULD NOT BE FOUND AND IS ASSUMED DESTROYED OR COVERED BY A
 ME2377'DRIVEWAY IN THE AREA.
 ME2377'
 ME2377'REFERENCE MARK 1 IS 65 FEET SOUTH OF A FENCE CORNER, 10 FEET SOUTH OF
 ME2377'A GATE, 24 FEET EAST OF THE CENTERLINE OF ROAD, 83 FEET NORTH OF A 48
 ME2377'INCH OAK TREE AND IN A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND
 ME2377'THE DISK IS STAMPED ALDINE NO 2 1948.
 ME2377'
 ME2377'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE, 80 FEET SOUTHEAST OF A
 ME2377'POWER POLE, 59 FEET SOUTH OF THE OAK TREE, 25 FEET EAST OF THE
 ME2377'CENTERLINE OF THE ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 ME2377'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED ALDINE NO 2
 ME2377'1948.
 ME2377'
 ME2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 ME2377'NORTH JUDSON
 ME2377
 ME2377                          STATION RECOVERY (2011)
 ME2377
 ME2377'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME2377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2440 ***********************************************************************
 LA2440  DESIGNATION -  ALEPORT
 LA2440  PID         -  LA2440
 LA2440  STATE/COUNTY-  IN/MADISON
 LA2440  COUNTRY     -  US
 LA2440  USGS QUAD   -  ANDERSON NORTH (2019)
 LA2440
 LA2440                         *CURRENT SURVEY CONTROL
 LA2440  ______________________________________________________________________
 LA2440* NAD 83(2011) POSITION- 40 13 57.61116(N) 085 38 23.75354(W)   ADJUSTED
 LA2440* NAD 83(2011) ELLIP HT-   239.491 (meters)        (06/27/12)   ADJUSTED
 LA2440* NAD 83(2011) EPOCH   -  2010.00
 LA2440* NAVD 88 ORTHO HEIGHT -   273.5   (meters)      897.    (feet) GPS OBS
 LA2440  ______________________________________________________________________
 LA2440  NAVD 88 orthometric height was determined with an earlier geoid model
 LA2440  GEOID HEIGHT    -        -34.067 (meters)                     GEOID18
 LA2440  NAD 83(2011) X  -    370,712.187 (meters)                     COMP
 LA2440  NAD 83(2011) Y  - -4,862,131.973 (meters)                     COMP
 LA2440  NAD 83(2011) Z  -  4,097,897.184 (meters)                     COMP
 LA2440  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 LA2440
 LA2440  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA2440  Standards:
 LA2440         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA2440            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA2440  -------------------------------------------------------------------
 LA2440  NETWORK    0.97   1.78           0.46   0.29   0.91     -0.08955145
 LA2440  -------------------------------------------------------------------
 LA2440  Click here for local accuracies and other accuracy information.
 LA2440
 LA2440.This mark is at Alexandria Airport (I99)
 LA2440
 LA2440.The horizontal coordinates were established by GPS observations
 LA2440.and adjusted by the National Geodetic Survey in June 2012.
 LA2440
 LA2440.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA2440.been affixed to the stable North American tectonic plate. See 
 LA2440.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA2440
 LA2440.The horizontal coordinates are valid at the epoch date displayed above
 LA2440.which is a decimal equivalence of Year/Month/Day.
 LA2440
 LA2440.The orthometric height was determined by GPS observations and a
 LA2440.high-resolution geoid model.
 LA2440
 LA2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2440.GEOID18 height accuracy estimate available here.
 LA2440
 LA2440.Click photographs - Photos may exist for this station.
 LA2440
 LA2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2440
 LA2440.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2440
 LA2440.The ellipsoidal height was determined by GPS observations
 LA2440.and is referenced to NAD 83.
 LA2440
 LA2440. The following values were computed from the NAD 83(2011) position.
 LA2440
 LA2440;                    North         East     Units Scale Factor Converg.
 LA2440;SPC IN E     -   553,352.041   102,275.172   MT  0.99996673   +0 01 02.2
 LA2440;SPC IN E     - 1,815,455.82    335,547.79   sFT  0.99996673   +0 01 02.2
 LA2440;UTM  16      - 4,454,468.868   615,701.868   MT  0.99976479   +0 52 42.8
 LA2440
 LA2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2440!SPC IN E     -   0.99996243  x   0.99996673  =   0.99992916
 LA2440!UTM  16      -   0.99996243  x   0.99976479  =   0.99972723
 LA2440
 LA2440:                Primary Azimuth Mark                     Grid Az
 LA2440:SPC IN E     -  ALEPORT AZ MK                            094 56 07.0
 LA2440:UTM  16      -  ALEPORT AZ MK                            094 04 26.4
 LA2440
 LA2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1570154468(NAD 83)
 LA2440
 LA2440|---------------------------------------------------------------------|
 LA2440| PID    Reference Object                     Distance      Geod. Az  |
 LA2440|                                                           dddmmss.s |
 LA2440| LA2441 ALEPORT AZ MK                       APPROX. 0.6 KM 0945709.2 |
 LA2440|---------------------------------------------------------------------|
 LA2440
 LA2440                          SUPERSEDED SURVEY CONTROL
 LA2440
 LA2440  NAD 83(2007)-  40 13 57.61120(N)    085 38 23.75449(W) AD(2002.00) 0
 LA2440  ELLIP H (02/10/07)  239.509  (m)                       GP(2002.00)    
 LA2440  NAD 83(1997)-  40 13 57.61130(N)    085 38 23.75440(W) AD(       ) B
 LA2440  ELLIP H (03/12/99)  239.526  (m)                       GP(       ) 1 2
 LA2440  NAD 83(1995)-  40 13 57.61564(N)    085 38 23.76448(W) AD(       ) 3
 LA2440  NAD 83(1986)-  40 13 57.61422(N)    085 38 23.76738(W) AD(       ) 3
 LA2440  NAD 27      -  40 13 57.47027(N)    085 38 23.86100(W) AD(       ) 3
 LA2440  NGVD 29 (02/23/89)  272.9    (m)  RAPSU86  model used  GPS OBS        
 LA2440
 LA2440.Superseded values are not recommended for survey control.
 LA2440
 LA2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2440.See file dsdata.pdf to determine how the superseded data were derived.
 LA2440
 LA2440_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2440_STAMPING: ALEPORT 1986
 LA2440_MARK LOGO: NGS
 LA2440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2440+STABILITY: SURFACE MOTION
 LA2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2440+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 LA2440
 LA2440  HISTORY     - Date     Condition        Report By
 LA2440  HISTORY     - 1988     MONUMENTED       NGS
 LA2440  HISTORY     - 19980722 GOOD             WOOLPT
 LA2440  HISTORY     - 20040826 GOOD             INDIV
 LA2440  HISTORY     - 20230830 GOOD             INDOT
 LA2440
 LA2440                          STATION DESCRIPTION
 LA2440
 LA2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2440'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF MUNCIE,
 LA2440'6.4 KM (4.00 MI) SOUTHEAST OF ALEXANDRIA, 3.2 KM (2.00 MI) WEST OF
 LA2440'INTERSTATE HIGHWAY 69 AND AT THE ALEXANDRIA AIRPORT.
 LA2440'OWNERSHIP--KNOTTS FLYING SERVICE, RT 4, BOX 148, ALEXANDRIA, IN
 LA2440'46001, PHONE 317-724-3848. AIRPORT MANAGER IS DUANE KNOTTS.
 LA2440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 9
 LA2440'JUST NORTH OF ALEXANDRIA, GO SOUTH ON STATE HIGHWAY 9 FOR 5.3 KM
 LA2440'(3.30 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD 900N
 LA2440'FOR 2.3 KM (1.45 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LA2440'RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE.  FROM
 LA2440'OFFICE GO SOUTHERLY ACROSS AIRPORT APRON AND TAXIWAY FOR 0.1 KM
 LA2440'(0.05 MI) TO ITS JUNCTION WITH RUNWAY.  TURN LEFT AND GO EASTERLY
 LA2440'ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO A NORTH-SOUTH TAXIWAY AND
 LA2440'THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THIS
 LA2440'INTERSECTION.
 LA2440'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---ALEPORT
 LA2440'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2440'FLUSH WITH THE GROUND.  LOCATED 57.0 M (187.0 FT) SOUTH FROM THE EAST
 LA2440'ONE OF TWO GAS PUMPS, 19.35 M (63.5 FT) EAST FROM CENTER OF TAXIWAY,
 LA2440'15.1 M (49.5 FT) NORTH FROM CENTER OF RUNWAY AND 2.1 M (6.9 FT) NORTH
 LA2440'FROM A RUNWAY LIGHT AND FIBERGLASS WITNESS POST.
 LA2440'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2440'DESCRIBED BY D.A. BOWLING.
 LA2440
 LA2440                          STATION RECOVERY (1998)
 LA2440
 LA2440'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 LA2440'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (GTF).
 LA2440
 LA2440                          STATION RECOVERY (2004)
 LA2440
 LA2440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRC)
 LA2440'RECOVERED IN GOOD CONDITION.
 LA2440
 LA2440                          STATION RECOVERY (2023)
 LA2440
 LA2440'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA2440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2441 ***********************************************************************
 LA2441  DESIGNATION -  ALEPORT AZ MK
 LA2441  PID         -  LA2441
 LA2441  STATE/COUNTY-  IN/MADISON
 LA2441  COUNTRY     -  US
 LA2441  USGS QUAD   -  ANDERSON NORTH (2019)
 LA2441
 LA2441                         *CURRENT SURVEY CONTROL
 LA2441  ______________________________________________________________________
 LA2441* NAD 83(1997) POSITION- 40 13 55.90668(N) 085 37 58.09989(W)   ADJUSTED
 LA2441* NAD 83(1997) ELLIP HT-   236.559 (meters)        (05/25/99)   ADJUSTED
 LA2441* NAVD 88 ORTHO HEIGHT -   269.8   (meters)      885.    (feet) VERTCON3
 LA2441  ______________________________________________________________________
 LA2441  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 LA2441  NAD 83(1997) X  -    371,319.314 (meters)                     COMP
 LA2441  NAD 83(1997) Y  - -4,862,117.456 (meters)                     COMP
 LA2441  NAD 83(1997) Z  -  4,097,855.153 (meters)                     COMP
 LA2441  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 LA2441  HORZ ORDER      -  THIRD
 LA2441  ELLP ORDER      -  FOURTH    CLASS I
 LA2441
 LA2441.This mark is at Alexandria Airport (I99)
 LA2441
 LA2441.The horizontal coordinates were established by GPS observations
 LA2441.and adjusted by the National Geodetic Survey in May 1999.
 LA2441
 LA2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2441
 LA2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2441.GEOID18 height accuracy estimate available here.
 LA2441
 LA2441.Click photographs - Photos may exist for this station.
 LA2441
 LA2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2441
 LA2441.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2441
 LA2441.The ellipsoidal height was determined by GPS observations
 LA2441.and is referenced to NAD 83.
 LA2441
 LA2441. The following values were computed from the NAD 83(1997) position.
 LA2441
 LA2441;                    North         East     Units Scale Factor Converg.
 LA2441;SPC IN E     -   553,299.677   102,881.620   MT  0.99996677   +0 01 18.7
 LA2441;SPC IN E     - 1,815,284.02    337,537.45   sFT  0.99996677   +0 01 18.7
 LA2441;UTM  16      - 4,454,425.635   616,308.912   MT  0.99976653   +0 52 59.3
 LA2441
 LA2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2441!SPC IN E     -   0.99996289  x   0.99996677  =   0.99992966
 LA2441!UTM  16      -   0.99996289  x   0.99976653  =   0.99972943
 LA2441
 LA2441:                Primary Azimuth Mark                     Grid Az
 LA2441:SPC IN E     -  ALEPORT                                  274 56 07.1
 LA2441:UTM  16      -  ALEPORT                                  274 04 26.5
 LA2441
 LA2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1630854425(NAD 83)
 LA2441
 LA2441|---------------------------------------------------------------------|
 LA2441| PID    Reference Object                     Distance      Geod. Az  |
 LA2441|                                                           dddmmss.s |
 LA2441| LA2440 ALEPORT                             APPROX. 0.6 KM 2745725.8 |
 LA2441|---------------------------------------------------------------------|
 LA2441
 LA2441                          SUPERSEDED SURVEY CONTROL
 LA2441
 LA2441  NAD 83(1995)-  40 13 55.91101(N)    085 37 58.10997(W) AD(       ) 3
 LA2441  NAD 83(1986)-  40 13 55.90959(N)    085 37 58.11287(W) AD(       ) 3
 LA2441  NAD 27      -  40 13 55.76558(N)    085 37 58.20736(W) AD(       ) 3
 LA2441  NGVD 29 (02/23/89)  269.9    (m)  RAPSU86  model used  GPS OBS        
 LA2441
 LA2441.Superseded values are not recommended for survey control.
 LA2441
 LA2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2441.See file dsdata.pdf to determine how the superseded data were derived.
 LA2441
 LA2441_MARKER: DZ = AZIMUTH MARK DISK
 LA2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2441_STAMPING: ALEPORT 1986
 LA2441_MARK LOGO: NGS
 LA2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2441+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LA2441
 LA2441  HISTORY     - Date     Condition        Report By
 LA2441  HISTORY     - 1988     MONUMENTED       NGS
 LA2441
 LA2441                          STATION DESCRIPTION
 LA2441
 LA2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2441'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF MUNCIE,
 LA2441'6.4 KM (4.00 MI) SOUTHEAST OF ALEXANDRIA, 3.2 KM (2.00 MI) WEST OF
 LA2441'INTERSTATE HIGHWAY 69 AND AT THE ALEXANDRIA AIRPORT.
 LA2441'OWNERSHIP--KNOTTS FLYING SERVICE, RT 4, BOX 148, ALEXANDRIA, IN
 LA2441'46001, PHONE 317-724-3848.  AIRPORT MANAGER IS DUANE KNOTTS.
 LA2441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 9
 LA2441'JUST NORTH OF ALEXANDRIA, GO SOUTH ON STATE HIGHWAY 9 FOR 5.3 KM
 LA2441'(3.30 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD 900N
 LA2441'FOR 2.3 KM (1.45 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LA2441'RIGHT AN GO SOUTH FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE.  FROM
 LA2441'OFFICE GO SOUTHERLY ACROSS AIRPORT APRON AND TAXIWAY FOR 0.1 KM
 LA2441'(0.05 MI) TO ITS JUNCTION WITH RUNWAY.  TURN LEFT AND GO EASTERLY
 LA2441'ALONG THE RUNWAY FOR 0.7 KM (0.45 MI) TO ITS END AND THE MARK SET IN
 LA2441'THE SOUTHEAST CORNER OF THE AIRPORT GROUNDS.
 LA2441'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ALEPORT
 LA2441'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2441'FLUSH WITH THE GROUND.  LOCATED 19.0 M (62.3 FT) SOUTH FROM THE
 LA2441'SOUTHEAST CORNER OF RUNWAY 27, 6.5 M (21.3 FT) WEST FROM THE CENTER
 LA2441'OF COUNTY ROAD 200E, 2.1 M (6.9 FT) NORTH FROM A SQUARE CONCRETE
 LA2441'CORNER POST AND 1.0 M (3.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LA2441'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2441'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2018 ***********************************************************************
 LA2018  DESIGNATION -  ALEX
 LA2018  PID         -  LA2018
 LA2018  STATE/COUNTY-  IN/WELLS
 LA2018  COUNTRY     -  US
 LA2018  USGS QUAD   -  BLUFFTON (2019)
 LA2018
 LA2018                         *CURRENT SURVEY CONTROL
 LA2018  ______________________________________________________________________
 LA2018* NAD 83(1997) POSITION- 40 42 28.82887(N) 085 10 03.07395(W)   ADJUSTED
 LA2018* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LA2018  ______________________________________________________________________
 LA2018  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 LA2018  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 LA2018  HORZ ORDER      -  SECOND
 LA2018
 LA2018.The horizontal coordinates were established by classical geodetic methods
 LA2018.and adjusted by the National Geodetic Survey in May 1999.
 LA2018
 LA2018.The orthometric height was scaled from a topographic map.
 LA2018
 LA2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2018.GEOID18 height accuracy estimate available here.
 LA2018
 LA2018.Click photographs - Photos may exist for this station.
 LA2018
 LA2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2018
 LA2018. The following values were computed from the NAD 83(1997) position.
 LA2018
 LA2018;                    North         East     Units Scale Factor Converg.
 LA2018;SPC IN E     -   606,253.079   142,179.211   MT  0.99998856   +0 19 32.0
 LA2018;SPC IN E     - 1,989,015.31    466,466.29   sFT  0.99998856   +0 19 32.0
 LA2018;UTM  16      - 4,507,958.778   654,796.436   MT  0.99989494   +1 11 43.4
 LA2018
 LA2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2018!SPC IN E     -   0.99996549  x   0.99998856  =   0.99995405
 LA2018!UTM  16      -   0.99996549  x   0.99989494  =   0.99986043
 LA2018
 LA2018:                Primary Azimuth Mark                     Grid Az
 LA2018:SPC IN E     -  ALEX AZ MK                               355 38 02.7
 LA2018:UTM  16      -  ALEX AZ MK                               354 45 51.3
 LA2018
 LA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5479607958(NAD 83)
 LA2018
 LA2018|---------------------------------------------------------------------|
 LA2018| PID    Reference Object                     Distance      Geod. Az  |
 LA2018|                                                           dddmmss.s |
 LA2018| CC7710 ALEX RM 1                            26.500 METERS 05518     |
 LA2018| CC7711 ALEX RM 2                            25.441 METERS 16155     |
 LA2018| CC7709 ALEX AZ MK                                         3555734.7 |
 LA2018|---------------------------------------------------------------------|
 LA2018
 LA2018                          SUPERSEDED SURVEY CONTROL
 LA2018
 LA2018  NAD 83(1995)-  40 42 28.82924(N)    085 10 03.07857(W) AD(       ) 2
 LA2018  NAD 83(1986)-  40 42 28.83132(N)    085 10 03.08928(W) AD(       ) 2
 LA2018  NAD 27      -  40 42 28.66520(N)    085 10 03.19140(W) AD(       ) 2
 LA2018
 LA2018.Superseded values are not recommended for survey control.
 LA2018
 LA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2018.See file dsdata.pdf to determine how the superseded data were derived.
 LA2018
 LA2018_MARKER: DS = TRIANGULATION STATION DISK
 LA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2018_STAMPING: ALEX 1955
 LA2018_MARK LOGO: CGS
 LA2018_PROJECTION: RECESSED 41 CENTIMETERS
 LA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2018+STABILITY: SURFACE MOTION
 LA2018
 LA2018  HISTORY     - Date     Condition        Report By
 LA2018  HISTORY     - 1955     MONUMENTED       CGS
 LA2018  HISTORY     - 1961     GOOD             FAS
 LA2018  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LA2018
 LA2018                          STATION DESCRIPTION
 LA2018
 LA2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2018'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF MONTPELIER, 5
 LA2018'MILES WEST OF VERA CRUZ,
 LA2018'2.5 MILES SOUTH OF BLUFFTON, 46 FEET WEST OF THE CENTER OF STATE
 LA2018'HIGHWAY 1, 30.5 FEET SOUTHEAST OF
 LA2018'FENCE CORNER, AND ON LAND OWNED BY MR. JAMES ALEX.
 LA2018'
 LA2018'TO REACH THE STATION FROM THE COURTHOUSE IN BLUFFTON, GO SOUTH ON
 LA2018'STATE HIGHWAY 1 FOR 2 MILES TO
 LA2018'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE SOUTHERLY
 LA2018'ON THE HIGHWAY FOR 0.25 MILE TO
 LA2018'THE STATION ON THE RIGHT AS DESCRIBED.
 LA2018'
 LA2018'THE STATION MARK IS 16 INCHES BELOW THE GROUND SURFACE, AND THE DISK
 LA2018'IS STAMPED ALEX 1955.
 LA2018'
 LA2018'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTER OF STATE HIGHWAY 1 AND
 LA2018'15 FEET SOUTH OF A
 LA2018'POWERLINE POLE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2018'ALEX NO 1 1955.
 LA2018'
 LA2018'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY, 3 FEET
 LA2018'SOUTH OF A WHITE 4 INCH X 4
 LA2018'INCH WITNESS POST, AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LA2018'PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2018'ALEX NO 2 1955.
 LA2018'
 LA2018'THE AZIMUTH MARK IS 16 FEET EAST OF THE CENTER OF STATE HIGHWAY 1, 2
 LA2018'FEET WEST OF A LARGE OAK TREE,
 LA2018'2 FEET SOUTH OF MR. ALVIN TURMAILS MAIL BOX, AND 1.5 FEET WEST OF
 LA2018'A WHITE 4 INCH X 4 INCH WITNESS
 LA2018'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2018'STAMPED ALEX 1955.
 LA2018'
 LA2018'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2018
 LA2018                          STATION RECOVERY (1961)
 LA2018
 LA2018'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2018'ALL MARKS FOUND IN GOOD CONDITION PRESENT DESCRIPTION IS
 LA2018'ADEQUATE.  EXCEPT TREE AZIMUTH MARK HAS BEEN CUT FLUSH WITH
 LA2018'GROUND.  MARK IS 1 DEG N. OF PRESENT MAILBOX OF ALVIN TURMAIL.
 LA2018'
 LA2018'STATION STAMPED ALEX 1955 HORIZONTAL CONTROL DATA SHEET 400851
 LA2018'STATION 1001.
 LA2018
 LA2018                          STATION RECOVERY (1964)
 LA2018
 LA2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2018'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THE DISK WAS CUT OFF
 LA2018'THE APPARENTLY OTHERWISE UNDISTURBED NO. 1 R.M.  A NEW DISK WAS SET
 LA2018'IN THE OLD R.M. NO. 1 MONUMENT.
 LA2018'
 LA2018'ABOUT 2.25 MILES S ALONG NO. 1 INDIANA HWY. FROM THE COURTHOUSE IN
 LA2018'BLUFFTON, 0.1 MILE N OF AN OIL STORAGE PLANT, 38 FEET S OF CENTER
 LA2018'LINE OF LANE OF MAPLE TREES, 47-1/2 FEET W OF CENTER LINE OF 22-FOOT
 LA2018'ASPHALT HWY. PAVEMENT, STANDARD DISKS STAMPED ALEX 1955 ARE SET
 LA2018'MARKS WITH THE UPPER MARK ABOUT 1.0 FEET UNDERGROUND.
 LA2018'
 LA2018'R.M. STAMPED ALEX NO. 1 NEW DISK 1964, PROJECTS 0.5 FOOT, IS 86.92
 LA2018'FEET OR 26.493 METERS N 55 DEG 18 MIN E FROM THE
 LA2018'STATION, 29-1/2 FEET E OF CENTER LINE OF THE HWY., 0.9 FOOT LOWER
 LA2018'THAN SAME, 16 FEET S OF NO. 59/040 CREOSOTED POWER POLE, 10 FEET
 LA2018'N OF PROJECTED CENTER LINE OF LANE FROM THE W, AND 1.9 FEET N OF
 LA2018'STEEL WITNESS POST.
 LA2018'
 LA2018'R.M. STAMPED ALEX NO 2 1955, PROJECTS 0.5 FOOT, IS 83.46 FEET OR
 LA2018'25.439 METERS S 18 DEG 05 MIN E FROM THE STATION,  30-1/2
 LA2018'FEET W OF CENTER LINE OF HWY., LEVEL WITH SAME, 2 FEET WSW OF
 LA2018'TELEPHONE POLE, AND 2.0 FEET N OF STEEL WITNESS POST.
 LA2018'
 LA2018'AZIMUTH MARK STAMPED ALEX 1955, PROJECTS 0.1 FOOT, IS ABOUT 0.25 MILE
 LA2018'N 4 DEG 02 MIN W FROM THE STATION, 17 FEET E. 4 DEG 02 MIN W FROM THE
 LA2018'CENTER LINE OF HWY., 8 FEET N OF PROJECTED CENTER LINE OF ASPHALT
 LA2018'DRIVEWAY ON W SIDE OF HWY., AND 1.5 FEET N OF THE AL TURNAIL
 LA2018'MAILBOX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2114 ***********************************************************************
 LA2114  DESIGNATION -  ALEXANDRIA ALLADIN INDUST TANK
 LA2114  PID         -  LA2114
 LA2114  STATE/COUNTY-  IN/MADISON
 LA2114  COUNTRY     -  US
 LA2114  USGS QUAD   -  ALEXANDRIA (2019)
 LA2114
 LA2114                         *CURRENT SURVEY CONTROL
 LA2114  ______________________________________________________________________
 LA2114* NAD 83(1997) POSITION- 40 15 42.65932(N) 085 41 07.91650(W)   ADJUSTED
 LA2114  ______________________________________________________________________
 LA2114  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 LA2114  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 LA2114  HORZ ORDER      -  THIRD
 LA2114
 LA2114.The horizontal coordinates were established by classical geodetic methods
 LA2114.and adjusted by the National Geodetic Survey in May 1999.
 LA2114
 LA2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2114.GEOID18 height accuracy estimate available here.
 LA2114
 LA2114.Click photographs - Photos may exist for this station.
 LA2114
 LA2114.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2114
 LA2114. The following values were computed from the NAD 83(1997) position.
 LA2114
 LA2114;                    North         East     Units Scale Factor Converg.
 LA2114;SPC IN E     -   556,591.895    98,395.210   MT  0.99996670   -0 00 43.9
 LA2114;SPC IN E     - 1,826,085.24    322,818.28   sFT  0.99996670   -0 00 43.9
 LA2114;UTM  16      - 4,457,649.357   611,774.443   MT  0.99975379   +0 50 58.6
 LA2114
 LA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1177457649(NAD 83)
 LA2114
 LA2114                          SUPERSEDED SURVEY CONTROL
 LA2114
 LA2114  NAD 83(1995)-  40 15 42.66181(N)    085 41 07.92912(W) AD(       ) 3
 LA2114  NAD 83(1986)-  40 15 42.66189(N)    085 41 07.93028(W) AD(       ) 3
 LA2114  NAD 27      -  40 15 42.51800(N)    085 41 08.01700(W) AD(       ) 3
 LA2114
 LA2114.Superseded values are not recommended for survey control.
 LA2114
 LA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2114.See file dsdata.pdf to determine how the superseded data were derived.
 LA2114
 LA2114_MARKER: 51 = TANK
 LA2114
 LA2114  HISTORY     - Date     Condition        Report By
 LA2114  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2114
 LA2114                          STATION DESCRIPTION
 LA2114
 LA2114'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4636 ***********************************************************************
 DM4636  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4636  DESIGNATION -  ALEXANDRIA CORS ARP
 DM4636  CORS_ID     -  INAX
 DM4636  PID         -  DM4636
 DM4636  STATE/COUNTY-  IN/MADISON
 DM4636  COUNTRY     -  US
 DM4636  USGS QUAD   -  ALEXANDRIA (2019)
 DM4636
 DM4636                         *CURRENT SURVEY CONTROL
 DM4636  ______________________________________________________________________
 DM4636* NAD 83(2011) POSITION- 40 16 41.71261(N) 085 40 10.54024(W)   ADJUSTED
 DM4636* NAD 83(2011) ELLIP HT-   242.019 (meters)        (04/??/25)   ADJUSTED
 DM4636* NAD 83(2011) EPOCH   -  2010.00
 DM4636  ______________________________________________________________________
 DM4636  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 DM4636  NAD 83(2011) X  -    367,948.097 (meters)                     COMP
 DM4636  NAD 83(2011) Y  - -4,859,063.595 (meters)                     COMP
 DM4636  NAD 83(2011) Z  -  4,101,761.827 (meters)                     COMP
 DM4636
 DM4636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4636  Standards:
 DM4636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4636  -------------------------------------------------------------------
 DM4636  NETWORK    0.05   0.07           0.02   0.02   0.04     -0.28639300
 DM4636  -------------------------------------------------------------------
 DM4636
 DM4636.The coordinates were established by GPS observations
 DM4636.and adjusted by the National Geodetic Survey in April 2025.
 DM4636
 DM4636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4636.been affixed to the stable North American Tectonic Plate. 
 DM4636
 DM4636.The coordinates are valid at the epoch date displayed above
 DM4636.which is a decimal equivalence of Year/Month/Day.
 DM4636
 DM4636.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4636.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4636.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4636.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4636.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4636.published epoch of 2010.00.
 DM4636
 DM4636.Additional information on MYCS is available at:
 DM4636.https://geodesy.noaa.gov/CORS/index.shtml
 DM4636
 DM4636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4636.GEOID18 height accuracy estimate available here.
 DM4636
 DM4636.The PID for the CORS L1 Phase Center is DS2872.
 DM4636
 DM4636.Click photographs - Photos may exist for this station.
 DM4636
 DM4636.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4636
 DM4636.The ellipsoidal height was determined by GPS observations
 DM4636.and is referenced to NAD 83.
 DM4636
 DM4636. The following values were computed from the NAD 83(2011) position.
 DM4636
 DM4636;                    North         East     Units Scale Factor Converg.
 DM4636;SPC IN E     -   558,413.131    99,751.006   MT  0.99996667   -0 00 06.8
 DM4636;SPC IN E     - 1,832,060.41    327,266.43   sFT  0.99996667   -0 00 06.8
 DM4636;UTM  16      - 4,459,490.393   613,102.409   MT  0.99975747   +0 51 36.7
 DM4636
 DM4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4636!SPC IN E     -   0.99996204  x   0.99996667  =   0.99992871
 DM4636!UTM  16      -   0.99996204  x   0.99975747  =   0.99971951
 DM4636
 DM4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1310259490(NAD 83)
 DM4636
 DM4636                          SUPERSEDED SURVEY CONTROL
 DM4636
 DM4636  NAD 83(2011)-  40 16 41.71275(N)    085 40 10.54023(W) AD(2010.00) c
 DM4636  ELLIP H (06/??/19)  242.015  (m)                       GP(2010.00) c c
 DM4636  NAD 83(2011)-  40 16 41.71278(N)    085 40 10.54021(W) AD(2010.00) c
 DM4636  ELLIP H (08/??/11)  242.009  (m)                       GP(2010.00) c c
 DM4636  NAD 83(CORS)-  40 16 41.71319(N)    085 40 10.54125(W) AD(2002.00) c
 DM4636  ELLIP H (12/??/10)  241.994  (m)                       GP(2002.00) c c
 DM4636
 DM4636.Superseded values are not recommended for survey control.
 DM4636
 DM4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4636.See file dsdata.pdf to determine how the superseded data were derived.
 DM4636
 DM4636_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4636
 DM4636                          STATION DESCRIPTION
 DM4636
 DM4636'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4636'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4636'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4636'AND LOG FILES ACCESSIBLE AT:
 DM4636'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2113 ***********************************************************************
 LA2113  DESIGNATION -  ALEXANDRIA MUNICIPAL STANDPIPE
 LA2113  PID         -  LA2113
 LA2113  STATE/COUNTY-  IN/MADISON
 LA2113  COUNTRY     -  US
 LA2113  USGS QUAD   -  ALEXANDRIA (2019)
 LA2113
 LA2113                         *CURRENT SURVEY CONTROL
 LA2113  ______________________________________________________________________
 LA2113* NAD 83(1997) POSITION- 40 15 24.93013(N) 085 40 30.37157(W)   ADJUSTED
 LA2113  ______________________________________________________________________
 LA2113  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 LA2113  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LA2113  HORZ ORDER      -  THIRD
 LA2113
 LA2113.The horizontal coordinates were established by classical geodetic methods
 LA2113.and adjusted by the National Geodetic Survey in May 1999.
 LA2113
 LA2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2113.GEOID18 height accuracy estimate available here.
 LA2113
 LA2113.Click photographs - Photos may exist for this station.
 LA2113
 LA2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2113
 LA2113. The following values were computed from the NAD 83(1997) position.
 LA2113
 LA2113;                    North         East     Units Scale Factor Converg.
 LA2113;SPC IN E     -   556,044.932    99,282.302   MT  0.99996667   -0 00 19.6
 LA2113;SPC IN E     - 1,824,290.75    325,728.69   sFT  0.99996667   -0 00 19.6
 LA2113;UTM  16      - 4,457,115.910   612,669.472   MT  0.99975627   +0 51 22.5
 LA2113
 LA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1266957115(NAD 83)
 LA2113
 LA2113                          SUPERSEDED SURVEY CONTROL
 LA2113
 LA2113  NAD 83(1995)-  40 15 24.93249(N)    085 40 30.38416(W) AD(       ) 3
 LA2113  NAD 83(1986)-  40 15 24.93269(N)    085 40 30.38537(W) AD(       ) 3
 LA2113  NAD 27      -  40 15 24.78700(N)    085 40 30.47300(W) AD(       ) 3
 LA2113
 LA2113.Superseded values are not recommended for survey control.
 LA2113
 LA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2113.See file dsdata.pdf to determine how the superseded data were derived.
 LA2113
 LA2113_MARKER: 52 = STANDPIPE TANK
 LA2113
 LA2113  HISTORY     - Date     Condition        Report By
 LA2113  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2113
 LA2113                          STATION DESCRIPTION
 LA2113
 LA2113'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2117 ***********************************************************************
 LA2117  DESIGNATION -  ALEXANDRIA MUNICIPAL TANK
 LA2117  PID         -  LA2117
 LA2117  STATE/COUNTY-  IN/MADISON
 LA2117  COUNTRY     -  US
 LA2117  USGS QUAD   -  ALEXANDRIA (2019)
 LA2117
 LA2117                         *CURRENT SURVEY CONTROL
 LA2117  ______________________________________________________________________
 LA2117* NAD 83(1997) POSITION- 40 16 23.00703(N) 085 40 58.26419(W)   ADJUSTED
 LA2117  ______________________________________________________________________
 LA2117  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 LA2117  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LA2117  HORZ ORDER      -  THIRD
 LA2117
 LA2117.The horizontal coordinates were established by classical geodetic methods
 LA2117.and adjusted by the National Geodetic Survey in May 1999.
 LA2117
 LA2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2117.GEOID18 height accuracy estimate available here.
 LA2117
 LA2117.Click photographs - Photos may exist for this station.
 LA2117
 LA2117.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2117
 LA2117. The following values were computed from the NAD 83(1997) position.
 LA2117
 LA2117;                    North         East     Units Scale Factor Converg.
 LA2117;SPC IN E     -   557,836.309    98,623.510   MT  0.99996669   -0 00 37.7
 LA2117;SPC IN E     - 1,830,167.96    323,567.30   sFT  0.99996669   -0 00 37.7
 LA2117;UTM  16      - 4,458,896.798   611,983.954   MT  0.99975437   +0 51 05.5
 LA2117
 LA2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1198358896(NAD 83)
 LA2117
 LA2117                          SUPERSEDED SURVEY CONTROL
 LA2117
 LA2117  NAD 83(1995)-  40 16 23.00982(N)    085 40 58.27674(W) AD(       ) 3
 LA2117  NAD 83(1986)-  40 16 23.00970(N)    085 40 58.27790(W) AD(       ) 3
 LA2117  NAD 27      -  40 16 22.86660(N)    085 40 58.36381(W) AD(       ) 3
 LA2117
 LA2117.Superseded values are not recommended for survey control.
 LA2117
 LA2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2117.See file dsdata.pdf to determine how the superseded data were derived.
 LA2117
 LA2117_MARKER: 53 = ELEVATED TANK
 LA2117
 LA2117  HISTORY     - Date     Condition        Report By
 LA2117  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2117
 LA2117                          STATION DESCRIPTION
 LA2117
 LA2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2117'ALEXANDRIA MUNICIPAL WATER TANK IS LOCATED IN THE NORTH PART OF
 LA2117'ALEXANDRIA, ABOUT 0.3 MILE SOUTH OF STATE HIGHWAY 28 IN THE PART
 LA2117'OF AN OPEN FIELD.
 LA2117'
 LA2117'THE STATION IS THE CAP ATOP THE 6 LEGGED, OVAL STEEL TANK,
 LA2117'WHICH IS PAINTED SILVER AND HAS AN OVERALL HEIGHT OF ABOUT 125
 LA2117'FEET.  THE LETTERS ALEXANDRIA ARE PAINTED IN BLACK LETTERS ON THE
 LA2117'NORTH AND SOUTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2142 ***********************************************************************
 LA2142  DESIGNATION -  ALEXANDRIA PAPER CO TANK
 LA2142  PID         -  LA2142
 LA2142  STATE/COUNTY-  IN/MADISON
 LA2142  COUNTRY     -  US
 LA2142  USGS QUAD   -  ANDERSON NORTH (2019)
 LA2142
 LA2142                         *CURRENT SURVEY CONTROL
 LA2142  ______________________________________________________________________
 LA2142* NAD 83(1997) POSITION- 40 14 48.56980(N) 085 40 07.94683(W)   ADJUSTED
 LA2142  ______________________________________________________________________
 LA2142  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LA2142  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 LA2142  HORZ ORDER      -  THIRD
 LA2142
 LA2142.The horizontal coordinates were established by classical geodetic methods
 LA2142.and adjusted by the National Geodetic Survey in May 1999.
 LA2142
 LA2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2142.GEOID18 height accuracy estimate available here.
 LA2142
 LA2142.Click photographs - Photos may exist for this station.
 LA2142
 LA2142.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2142
 LA2142. The following values were computed from the NAD 83(1997) position.
 LA2142
 LA2142;                    North         East     Units Scale Factor Converg.
 LA2142;SPC IN E     -   554,923.428    99,812.184   MT  0.99996667   -0 00 05.1
 LA2142;SPC IN E     - 1,820,611.28    327,467.14   sFT  0.99996667   -0 00 05.1
 LA2142;UTM  16      - 4,456,002.735   613,216.044   MT  0.99975779   +0 51 36.4
 LA2142
 LA2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1321656002(NAD 83)
 LA2142
 LA2142                          SUPERSEDED SURVEY CONTROL
 LA2142
 LA2142  NAD 83(1995)-  40 14 48.57217(N)    085 40 07.95943(W) AD(       ) 3
 LA2142  NAD 83(1986)-  40 14 48.57224(N)    085 40 07.96063(W) AD(       ) 3
 LA2142  NAD 27      -  40 14 48.43000(N)    085 40 08.05000(W) AD(       ) 3
 LA2142
 LA2142.Superseded values are not recommended for survey control.
 LA2142
 LA2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2142.See file dsdata.pdf to determine how the superseded data were derived.
 LA2142
 LA2142_MARKER: 51 = TANK
 LA2142
 LA2142  HISTORY     - Date     Condition        Report By
 LA2142  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2142
 LA2142                          STATION DESCRIPTION
 LA2142
 LA2142'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1915 ***********************************************************************
 JA1915  DESIGNATION -  ALLEN
 JA1915  PID         -  JA1915
 JA1915  STATE/COUNTY-  IN/ORANGE
 JA1915  COUNTRY     -  US
 JA1915  USGS QUAD   -  HURON (2019)
 JA1915
 JA1915                         *CURRENT SURVEY CONTROL
 JA1915  ______________________________________________________________________
 JA1915* NAD 83(1997) POSITION- 38 39 10.74197(N) 086 40 25.01287(W)   ADJUSTED
 JA1915* NAVD 88 ORTHO HEIGHT -   259.77  (+/-2cm)      852.3   (feet) VERTCON3
 JA1915  ______________________________________________________________________
 JA1915  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA1915  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 JA1915  HORZ ORDER      -  SECOND
 JA1915  VERT ORDER      -  THIRD ? (See Below)
 JA1915
 JA1915.The horizontal coordinates were established by classical geodetic methods
 JA1915.and adjusted by the National Geodetic Survey in May 1999.
 JA1915
 JA1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1915
 JA1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1915.GEOID18 height accuracy estimate available here.
 JA1915
 JA1915.The vertical order pertains to the NGVD 29 superseded value.
 JA1915
 JA1915.Click photographs - Photos may exist for this station.
 JA1915
 JA1915.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1915
 JA1915. The following values were computed from the NAD 83(1997) position.
 JA1915
 JA1915;                    North         East     Units Scale Factor Converg.
 JA1915;SPC IN W     -   378,054.210   935,664.045   MT  0.99998232   +0 15 21.3
 JA1915;SPC IN W     - 1,240,332.85  3,069,757.79   sFT  0.99998232   +0 15 21.3
 JA1915;UTM  16      - 4,278,319.503   528,399.840   MT  0.99960993   +0 12 13.9
 JA1915
 JA1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1915!SPC IN W     -   0.99996441  x   0.99998232  =   0.99994673
 JA1915!UTM  16      -   0.99996441  x   0.99960993  =   0.99957436
 JA1915
 JA1915:                Primary Azimuth Mark                     Grid Az
 JA1915:SPC IN W     -  ALLEN AZ MK                              299 09 21.9
 JA1915:UTM  16      -  ALLEN AZ MK                              299 12 29.3
 JA1915
 JA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2839978319(NAD 83)
 JA1915
 JA1915|---------------------------------------------------------------------|
 JA1915| PID    Reference Object                     Distance      Geod. Az  |
 JA1915|                                                           dddmmss.s |
 JA1915| CG7032 ALLEN RM 1                           32.592 METERS 04622     |
 JA1915| CG7033 ALLEN RM 2                           23.976 METERS 19521     |
 JA1915| CG7031 ALLEN AZ MK                                        2992443.2 |
 JA1915|---------------------------------------------------------------------|
 JA1915
 JA1915                          SUPERSEDED SURVEY CONTROL
 JA1915
 JA1915  NAD 83(1986)-  38 39 10.74837(N)    086 40 25.01514(W) AD(       ) 2
 JA1915  NAD 27      -  38 39 10.56000(N)    086 40 25.03200(W) AD(       ) 2
 JA1915  NGVD 29             259.89   (m)          852.7    (f) LEVELING    3  
 JA1915
 JA1915.Superseded values are not recommended for survey control.
 JA1915
 JA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1915.See file dsdata.pdf to determine how the superseded data were derived.
 JA1915
 JA1915_MARKER: DS = TRIANGULATION STATION DISK
 JA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1915_STAMPING: ALLEN 1946
 JA1915_MARK LOGO: CGS
 JA1915_PROJECTION: RECESSED 30 CENTIMETERS
 JA1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1915+STABILITY: SURFACE MOTION
 JA1915
 JA1915  HISTORY     - Date     Condition        Report By
 JA1915  HISTORY     - 1946     MONUMENTED       CGS
 JA1915  HISTORY     - 1967     GOOD             CGS
 JA1915
 JA1915                          STATION DESCRIPTION
 JA1915
 JA1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1915'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF THE VILLAGE OF
 JA1915'FRENCH LICK AND 6 MILES EAST OF SHOALS.  IT IS 36 FEET EAST OF THE
 JA1915'CENTERLINE OF A GRAVELED ROAD AND 20 FEET EAST OF A FENCE AND TWO ROW
 JA1915'OF TREES.  THE SURFACE-STATION MARK IS 12 INCHES BELOW THE SURFACE OF
 JA1915'THE GROUND AND THE DISK IS STAMPED ALLEN 1946.
 JA1915'
 JA1915'REFERENCE MARK NO 1 IS 106.93 FEET NORTHEAST OF THE STATION, ABOUT 100
 JA1915'FEET EAST OF A FENCE CORNER AND 1.5 FEET SOUTH OF A FENCE LINE.  THE
 JA1915'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLEN NO 1 1946.
 JA1915'
 JA1915'REFERENCE MARK NO 2 IS 78.66 FEET SOUTHWEST OF THE STATION, 16 FEET
 JA1915'EAST OF THE CENTERLINE OF A GRAVEL ROAD, 2.5 FEET NORTH OF A WITNESS
 JA1915'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 JA1915'THE DISK IS STAMPED ALLEN NO 2 1946.
 JA1915'
 JA1915'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION, 23 FEET SOUTH
 JA1915'OF THE CENTERLINE OF A GRAVELED ROAD, 7 FEET NORTH OF A 10-INCH WALNUT
 JA1915'TREE AND 2.5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES
 JA1915'AND THE DISK IS STAMPED ALLEN 1946.
 JA1915'
 JA1915'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JA1915'HIGHWAY 150 IN THE VILLAGE OF SHOALS, GO EAST AND SOUTHEAST ON STATE
 JA1915'HIGHWAY 150 FOR 4.0 MILES TO A SIDE ROAD LEFT IN A DEEP CUT, THENCE
 JA1915'LEFT FOR 0.8 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.1
 JA1915'MILES TO A LARGE BRICK HOUSE, CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO
 JA1915'ANOTHER CROSSROAD AND A SMALL STORE, AGAIN KEEP STRAIGHT AHEAD AND GO
 JA1915'2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON FOR 0.25
 JA1915'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A GAP IN THE
 JA1915'FENCE AND THE STATION ON THE LEFT.
 JA1915'
 JA1915'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1915
 JA1915                          STATION RECOVERY (1967)
 JA1915
 JA1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1915'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 JA1915'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 JA1915'CHANGES.
 JA1915'
 JA1915'REFERENCE MARK 1 IS 13 FEET NORTH OF A 4 INCH MAPLE TREE AND 9 FEET
 JA1915'EAST OF A 7 INCH GUM TREE.
 JA1915'
 JA1915'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA1915'
 JA1915'THE AZIMUTH MARK IS 21 FEET WEST OF THE WEST END OF A GATE LEADING
 JA1915'INTO A BARN YARD, 10 FEET NORTHEAST OF A 14 INCH OAK TREE AND 9 FEET
 JA1915'NORTH OF A WIRE FENCE, ALSO 1 FOOT EAST OF A METAL WITNESS POST.
 JA1915'
 JA1915'IN THE TO REACH THE ROAD LEFT AT THE ROAD CUT IS U.S. GYPSUM RD.
 JA1915'
 JA1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 JA1915'SHOALS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0725 ***********************************************************************
 MD0725  DESIGNATION -  ALLEN F 1
 MD0725  PID         -  MD0725
 MD0725  STATE/COUNTY-  IN/ALLEN
 MD0725  COUNTRY     -  US
 MD0725  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0725
 MD0725                         *CURRENT SURVEY CONTROL
 MD0725  ______________________________________________________________________
 MD0725* NAD 83(1986) POSITION- 41 02 28.     (N) 085 10 03.     (W)   SCALED
 MD0725* NAVD 88 ORTHO HEIGHT -   232.443 (meters)      762.61  (feet) ADJUSTED
 MD0725  ______________________________________________________________________
 MD0725  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 MD0725  DYNAMIC HEIGHT  -        232.350 (meters)      762.30  (feet) COMP
 MD0725  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 MD0725
 MD0725  VERT ORDER      -  SECOND    CLASS 0
 MD0725
 MD0725.The horizontal coordinates were scaled from a map and have
 MD0725.an estimated accuracy of +/- 6 seconds.
 MD0725
 MD0725.The orthometric height was determined by differential leveling and
 MD0725.adjusted by the NATIONAL GEODETIC SURVEY
 MD0725.in June 1991.
 MD0725
 MD0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0725.GEOID18 height accuracy estimate available here.
 MD0725
 MD0725.Click photographs - Photos may exist for this station.
 MD0725
 MD0725.The dynamic height is computed by dividing the NAVD 88
 MD0725.geopotential number by the normal gravity value computed on the
 MD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0725.degrees latitude (g = 980.6199 gals.).
 MD0725
 MD0725.The modeled gravity was interpolated from observed gravity values.
 MD0725
 MD0725;                    North         East    Units  Estimated Accuracy
 MD0725;SPC IN E     -   643,240.      141,970.      MT  (+/- 180 meters Scaled)
 MD0725
 MD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540449(NAD 83)
 MD0725
 MD0725                          SUPERSEDED SURVEY CONTROL
 MD0725
 MD0725  NGVD 29 (??/??/92)  232.603  (m)          763.13   (f) ADJ UNCH    2 0
 MD0725
 MD0725.Superseded values are not recommended for survey control.
 MD0725
 MD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0725.See file dsdata.pdf to determine how the superseded data were derived.
 MD0725
 MD0725_MARKER: DD = SURVEY DISK
 MD0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0725_SP_SET: BRIDGE
 MD0725_STAMPING: F 1 ALLEN 1968
 MD0725_MARK LOGO: INHD
 MD0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0725
 MD0725  HISTORY     - Date     Condition        Report By
 MD0725  HISTORY     - 1968     MONUMENTED       INHD
 MD0725
 MD0725                          STATION DESCRIPTION
 MD0725
 MD0725'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0725'1 MI SW FROM FORT WAYNE.
 MD0725'1.0 MILES SOUTHWEST ALONG SRI AND 3 FROM THE BRIDGE OVER ST. MARYS
 MD0725'RIVER AT THE SOUTHWEST EDGE OF FT. WAYNE, ABOUT 1.5 MILES NORTH
 MD0725'OF THE JUNC. OF SRI AND 3 AT WAYNEDALE, ABOUT 0.3 MILE SOUTH OF
 MD0725'A FT. WAYNE CITY LIMITS SIGN, AT A 40 FT. CONC. BRIDGE OVER
 MD0725'FAIRFIELD DITCH, IN THE TOP OF THE NORTHWEST WINGWALL OF THE WEST
 MD0725'PARAPET WALL, 24.5 FT. WEST OF THE CENTERLINE OF SRI AND,
 MD0725'AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0780 ***********************************************************************
 LA0780  DESIGNATION -  ALLEN F 2
 LA0780  PID         -  LA0780
 LA0780  STATE/COUNTY-  IN/ALLEN
 LA0780  COUNTRY     -  US
 LA0780  USGS QUAD   -  OSSIAN (2019)
 LA0780
 LA0780                         *CURRENT SURVEY CONTROL
 LA0780  ______________________________________________________________________
 LA0780* NAD 83(1986) POSITION- 40 59 31.     (N) 085 10 07.     (W)   SCALED
 LA0780* NAVD 88 ORTHO HEIGHT -   237.773 (meters)      780.09  (feet) ADJUSTED
 LA0780  ______________________________________________________________________
 LA0780  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 LA0780  DYNAMIC HEIGHT  -        237.673 (meters)      779.77  (feet) COMP
 LA0780  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 LA0780
 LA0780  VERT ORDER      -  SECOND    CLASS 0
 LA0780
 LA0780.The horizontal coordinates were scaled from a map and have
 LA0780.an estimated accuracy of +/- 6 seconds.
 LA0780
 LA0780.The orthometric height was determined by differential leveling and
 LA0780.adjusted by the NATIONAL GEODETIC SURVEY
 LA0780.in June 1991.
 LA0780
 LA0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0780.GEOID18 height accuracy estimate available here.
 LA0780
 LA0780.Click photographs - Photos may exist for this station.
 LA0780
 LA0780.The dynamic height is computed by dividing the NAVD 88
 LA0780.geopotential number by the normal gravity value computed on the
 LA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0780.degrees latitude (g = 980.6199 gals.).
 LA0780
 LA0780.The modeled gravity was interpolated from observed gravity values.
 LA0780
 LA0780;                    North         East    Units  Estimated Accuracy
 LA0780;SPC IN E     -   637,780.      141,910.      MT  (+/- 180 meters Scaled)
 LA0780
 LA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540394(NAD 83)
 LA0780
 LA0780                          SUPERSEDED SURVEY CONTROL
 LA0780
 LA0780  NGVD 29 (??/??/92)  237.928  (m)          780.60   (f) ADJ UNCH    2 0
 LA0780
 LA0780.Superseded values are not recommended for survey control.
 LA0780
 LA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0780.See file dsdata.pdf to determine how the superseded data were derived.
 LA0780
 LA0780_MARKER: DB = BENCH MARK DISK
 LA0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0780_SP_SET: BRIDGE
 LA0780_STAMPING: F-2-ALLEN
 LA0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0780
 LA0780  HISTORY     - Date     Condition        Report By
 LA0780  HISTORY     - UNK      MONUMENTED       INHD
 LA0780  HISTORY     - 1968     GOOD             CGS
 LA0780
 LA0780                          STATION DESCRIPTION
 LA0780
 LA0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0780'1.8 MI S FROM WAYNEDALE.
 LA0780'ABOUT 1.8 MILES SOUTH ALONG S.R. 1 FROM THE INTERSECTION OF S.R.3
 LA0780'AT WAYNEDALE ABOUT 0.2 MILE NORTH OF THE INTERSECTION OF A
 LA0780'GRAVEL ROAD LEADING EAST AND A PAVED ROAD LEADING WEST OT THE
 LA0780'MAIN ENTRANCE TO BAER FIELD AIR BASE, IN THE TOP OF THE SOUTHWEST
 LA0780'WINGWALL OF A 60 FT. BRIDGE, 20 FT. WEST OF THE C/L OF THE
 LA0780'HIGHWAY 1.5 FT. WEST OF THE WEST STEEL GUARDRAIL AND ABOUT 0.5 FT.
 LA0780'ABOVE THE BRIDGE FLOOR LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1637 ***********************************************************************
 MD1637  DESIGNATION -  ALLRED
 MD1637  PID         -  MD1637
 MD1637  STATE/COUNTY-  IN/WHITLEY
 MD1637  COUNTRY     -  US
 MD1637  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1637
 MD1637                         *CURRENT SURVEY CONTROL
 MD1637  ______________________________________________________________________
 MD1637* NAD 83(1997) POSITION- 41 00 12.96758(N) 085 32 36.74427(W)   ADJUSTED
 MD1637* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 MD1637  ______________________________________________________________________
 MD1637  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 MD1637  LAPLACE CORR    -          3.25  (seconds)                    DEFLEC18
 MD1637  HORZ ORDER      -  FIRST
 MD1637
 MD1637.The horizontal coordinates were established by classical geodetic methods
 MD1637.and adjusted by the National Geodetic Survey in May 1999.
 MD1637
 MD1637.The orthometric height was scaled from a topographic map.
 MD1637
 MD1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1637.GEOID18 height accuracy estimate available here.
 MD1637
 MD1637.Click photographs - Photos may exist for this station.
 MD1637
 MD1637.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1637
 MD1637. The following values were computed from the NAD 83(1997) position.
 MD1637
 MD1637;                    North         East     Units Scale Factor Converg.
 MD1637;SPC IN E     -   638,965.513   110,358.370   MT  0.99996799   +0 04 50.8
 MD1637;SPC IN E     - 2,096,339.35    362,067.42   sFT  0.99996799   +0 04 50.8
 MD1637;UTM  16      - 4,540,178.471   622,485.703   MT  0.99978465   +0 57 20.6
 MD1637
 MD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1637!SPC IN E     -   0.99996405  x   0.99996799  =   0.99993204
 MD1637!UTM  16      -   0.99996405  x   0.99978465  =   0.99974871
 MD1637
 MD1637:                Primary Azimuth Mark                     Grid Az
 MD1637:SPC IN E     -  WHITLEY                                  345 48 09.2
 MD1637:UTM  16      -  WHITLEY                                  344 55 39.4
 MD1637
 MD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2248540178(NAD 83)
 MD1637
 MD1637|---------------------------------------------------------------------|
 MD1637| PID    Reference Object                     Distance      Geod. Az  |
 MD1637|                                                           dddmmss.s |
 MD1637| CC7716 ALLRED RM 3                          43.937 METERS 08858     |
 MD1637| CC7714 ALLRED RM 1                          28.986 METERS 11427     |
 MD1637| CC7715 ALLRED RM 2                          28.045 METERS 20751     |
 MD1637| CC7713 ALLRED AZ MK                                       2670935.8 |
 MD1637| CC7717 ALLRED RM 4                          40.715 METERS 26858     |
 MD1637| MD1638 WHITLEY                             APPROX. 8.4 KM 3455300.0 |
 MD1637|---------------------------------------------------------------------|
 MD1637
 MD1637                          SUPERSEDED SURVEY CONTROL
 MD1637
 MD1637  NAD 83(1995)-  41 00 12.97010(N)    085 32 36.75321(W) AD(       ) 1
 MD1637  NAD 83(1986)-  41 00 12.97049(N)    085 32 36.75639(W) AD(       ) 1
 MD1637  NAD 27      -  41 00 12.80530(N)    085 32 36.83230(W) AD(       ) 1
 MD1637
 MD1637.Superseded values are not recommended for survey control.
 MD1637
 MD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1637.See file dsdata.pdf to determine how the superseded data were derived.
 MD1637
 MD1637_MARKER: DS = TRIANGULATION STATION DISK
 MD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1637_STAMPING: ALLRED 1947
 MD1637_MARK LOGO: CGS
 MD1637_PROJECTION: RECESSED 36 CENTIMETERS
 MD1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1637+STABILITY: SURFACE MOTION
 MD1637
 MD1637  HISTORY     - Date     Condition        Report By
 MD1637  HISTORY     - 1947     MONUMENTED       CGS
 MD1637  HISTORY     - 1960     GOOD             CGS
 MD1637  HISTORY     - 1966     GOOD             CGS
 MD1637
 MD1637                          STATION DESCRIPTION
 MD1637
 MD1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1637'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF SOUTH WHITLEY ON THE
 MD1637'NORTHSIDE OF STATE HIGHWAY 114 AND IN AN APPLE ORCHARD OWNED BY
 MD1637'WILLARD ALLRED.  IT IS 192 FEET EAST OF THE SOUTHEAST CORNER OF MR.
 MD1637'ALLREDS HOUSE, 62 FEET NORTH OF THE CENTER OF HIGHWAY 114, 52 FEET
 MD1637'NORTHWEST OF A POWER POLE AND 42 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 MD1637'FENCELINE OF THE HIGHWAY AND A WHITE WITNESS POST.  THE MARK IS ABOUT
 MD1637'14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MD1637'ALLRED 1947.
 MD1637'
 MD1637'REFERENCE MARK NO. 1 IS 95.10 FEET SOUTHEAST OF THE STATION IN THE
 MD1637'FENCELINE.  IT IS 20 FEET NORTH OF THE CENTER OF HIGHWAY 114.  THE
 MD1637'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALLRED NO 1 1947.
 MD1637'
 MD1637'REFERENCE MARK NO 2 IS 92.01 FEET SOUTHWEST OF THE STATION IN THE
 MD1637'SOUTH RIGHT-OF-WAY FENCE LINE.  IT IS 18 FEET SOUTH OF THE CENTER OF
 MD1637'THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1637'ALLRED NO 2 1947.
 MD1637'
 MD1637'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION ON THE SOUTH SIDE OF
 MD1637'HIGHWAY 114 NEAR A DRIVEWAY LEADING TO A WHITE FARM HOUSE.  IT IS 21
 MD1637'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTHEAST OF A WHITE
 MD1637'WITNESS POST AND ABOUT 1 FOOT EAST OF THE WEST GATE POST.  THE MARK
 MD1637'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALLRED 1947.
 MD1637'
 MD1637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 114
 MD1637'ABOUT 6 MILES SOUTHEAST OF SOUTH WHITLEY, GO EAST ON HIGHWAY 114 FOR
 MD1637'1.1 MILES TO A DRIVEWAY RIGHT AND THE AZIMUTH MARK AS DESCRIBED,
 MD1637'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO MR. ALLREDS HOUSE ON THE LEFT
 MD1637'AND STATION AS DESCRIBED.
 MD1637'
 MD1637'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1637
 MD1637                          STATION RECOVERY (1960)
 MD1637
 MD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1637'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD1637'HEREINAFTER ARE CORRECTIONS OBSERVED OR MEASURED BY THE PRESENT WRITER
 MD1637'AND ADDENDA CONSIDERED PERTINENT.
 MD1637'
 MD1637'THE WHITE WOODEN WITNESS POSTS AT STATION AND AZIMUTH MARKS ARE GONE
 MD1637'NOW.  THE PRESENT HIGHWAY IS A 20-FOOT ASPHALT PAVEMENT.
 MD1637'
 MD1637'R.M. NO. 1 PROJECTS 0.1 FOOT AND IS 59 FEET W OF FENCE T-INTERSECTION.
 MD1637'
 MD1637'R.M. NO. 2 IS 92.05 FEET (28.057 METERS) FROM THE STATION, 141 FEET E
 MD1637'OF PROJECTED PLANE OF MOST EASTERLY WALL OF THE ALLRED BRICK HOUSE,
 MD1637'AND 1.5 FEET E OF STEEL WITNESS POST.
 MD1637'
 MD1637'AZIMUTH MARK IS 23-1/2 FEET W OF STEEL-RAIL CORNER FENCE POST (WITNESS
 MD1637'POST AND GATE POST OF ORIGINAL DESCRIPTION ARE GONE), AND 12 FEET W OF
 MD1637'CENTER LINE OF THE DRIVEWAY TO THE CARL F. HACK FRAME HOUSE.  IT IS
 MD1637'DESCRIBED BY NOTE 16A.
 MD1637
 MD1637                          STATION RECOVERY (1966)
 MD1637
 MD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MD1637'HOWEVER, DUE TO CONSTRUCTION ALONG STATE ROUTE 114, BOTH REFERENCE
 MD1637'MARKS AND THE AZIMUTH MARK WOULD BE DESTROYED.  A LARGE TREE DIRECTLY
 MD1637'ON LINE BETWEEN THE STATION AND THE AZIMUTH MARK MADE IT IMPOSSIBLE TO
 MD1637'SET A NEW AZIMUTH MARK.  AN EFFORT WAS MADE TO SET TANGENT POINTS AT
 MD1637'THE AZIMUTH MARK, BUT DUE TO NUMBEROUS OBSTRUCTIONS, NO TWO
 MD1637'EQUI-DISTANCE POINTS COULD BE FOUND TO PERMIT THIS TO BE DONE.
 MD1637'THEREFORE, THE AZIMUTH MARK WAS COMPLETELY DESTROYED AND THE DISK
 MD1637'REMOVED.  TWO NEW REFERENCE MARKS, NO. 3 AND NO. 4, WERE ESTABLISHED
 MD1637'AND WERE CUT IN OFF OF THE 1947 REFERENCE MARK NO. 2.  AFTER THE NEW
 MD1637'MARKS WERE OBSERVED UPON AND CHECKED, THE TWO ORIGINAL REFERENCE MARKS
 MD1637'WERE DESTROYED AND THE DISK REMOVED.
 MD1637'
 MD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 MD1637'
 MD1637'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SOUTH WHITLEY AND 1.6
 MD1637'MILES EAST OF THE JUNCTION OF STATE ROUTES 5 AND 114.  IT IS IN A
 MD1637'CULTIVATED FIELD ALONG THE NORTH SIDE OF STATE ROUTE 114 AND ON
 MD1637'PROPERTY OF THE ALLRED ESTATE.
 MD1637'
 MD1637'TO REACH FROM THE JUNCTION OF STATE ROUTES 5 AND 114, ABOUT 6 MILES
 MD1637'SOUTHEAST OF SOUTH WHITLEY, GO EAST ON STATE ROUTE 114 FOR 1.6 MILES
 MD1637'TO THE ALLRED ESTATE FARM ON THE LEFT AND THE STATION JUST EAST OF THE
 MD1637'BRICK FARM HOME AS DESCRIBED.
 MD1637'
 MD1637'THE STATION MARK IS 192 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK
 MD1637'FARM HOUSE, 155 FEET EAST OF A LARGE, FORKED TRUNKED, WILLOW TREE, 146
 MD1637'FEET WEST OF A WOVEN WIRE FENCE, 62 FEET NORTH OF THE APPROXIMATE
 MD1637'CENTER OF STATE ROUTE 114, AND 43 FEET SOUTHEAST OF AN 18-INCH APPLE
 MD1637'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 MD1637'CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 MD1637'THE DISK IS STAMPED ALLRED 1947.  NOTES 1A AND 7A.
 MD1637'
 MD1637'REFERENCE MARK NO. 3 IS AT THE EAST EDGE OF THE CULTIVATED FIELD, 61
 MD1637'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 114, 1.8 FEET WEST
 MD1637'OF A WOVEN WIRE FENCE, AND 1.7 FEET NORTH OF A METAL WITNESS POST AND
 MD1637'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 MD1637'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 MD1637'ALLRED NO 3 1947 1966.  NOTE 11A.
 MD1637'
 MD1637'REFERENCE MARK NO. 4 IS LOCATED AT THE EAST EDGE OF THE LAWN OF THE
 MD1637'FARM HOUSE, 97 FEET WEST OF AN 18-INCH APPLE TREE, 62 FEET NORTH OF
 MD1637'THE APPROXIMATE CENTER OF STATE ROUTE 114, 58.5 FEET EAST OF THE
 MD1637'SOUTHEAST CORNER OF THE BRICK FARM HOUSE, 21 FEET EAST OF A LARGE,
 MD1637'FORKED TRUNKED, WILLOW TREE, 6 FEET SOUTH OF A SMALL MAPLE TREE, AND 6
 MD1637'FEET NORTH OF A SMALL MAPLE TREE.  IT IS A STANDARD DISK SET IN THE
 MD1637'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF
 MD1637'THE LAWN AND THE DISK IS STAMPED ALLRED NO 4 1947 1966.  NOTE 11B.
 MD1637'
 MD1637'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 MD1637'REFERENCE MARK NO. 4 IS 277.73 FEET - 84.652 METERS.
 MD1637'
 MD1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.5 MILES SOUTHEAST
 MD1637'OF SOUTH WHITLEY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2060 ***********************************************************************
 JZ2060  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2060  DESIGNATION -  ALSACE
 JZ2060  PID         -  JZ2060
 JZ2060  STATE/COUNTY-  IN/DEARBORN
 JZ2060  COUNTRY     -  US
 JZ2060  USGS QUAD   -  SPADES (2019)
 JZ2060
 JZ2060                         *CURRENT SURVEY CONTROL
 JZ2060  ______________________________________________________________________
 JZ2060* NAD 83(2011) POSITION- 39 15 30.32748(N) 085 00 21.52064(W)   ADJUSTED
 JZ2060* NAD 83(2011) ELLIP HT-   279.264 (meters)        (06/27/12)   ADJUSTED
 JZ2060* NAD 83(2011) EPOCH   -  2010.00
 JZ2060* NAVD 88 ORTHO HEIGHT -   313.268 (meters)     1027.78  (feet) ADJUSTED
 JZ2060  ______________________________________________________________________
 JZ2060  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 JZ2060  NAD 83(2011) X  -    430,509.328 (meters)                     COMP
 JZ2060  NAD 83(2011) Y  - -4,926,664.374 (meters)                     COMP
 JZ2060  NAD 83(2011) Z  -  4,014,749.065 (meters)                     COMP
 JZ2060  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 JZ2060  DYNAMIC HEIGHT  -        313.072 (meters)     1027.14  (feet) COMP
 JZ2060  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 JZ2060
 JZ2060  VERT ORDER      -  SECOND    CLASS 0
 JZ2060
 JZ2060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2060  Standards:
 JZ2060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2060  -------------------------------------------------------------------
 JZ2060  NETWORK    0.43   1.06           0.20   0.14   0.54     -0.02735168
 JZ2060  -------------------------------------------------------------------
 JZ2060  Click here for local accuracies and other accuracy information.
 JZ2060
 JZ2060.The horizontal coordinates were established by GPS observations
 JZ2060.and adjusted by the National Geodetic Survey in June 2012.
 JZ2060
 JZ2060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2060.been affixed to the stable North American tectonic plate. See 
 JZ2060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2060
 JZ2060.The horizontal coordinates are valid at the epoch date displayed above
 JZ2060.which is a decimal equivalence of Year/Month/Day.
 JZ2060
 JZ2060.The orthometric height was determined by differential leveling and
 JZ2060.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2060.in June 1991.
 JZ2060
 JZ2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2060.GEOID18 height accuracy estimate available here.
 JZ2060
 JZ2060.Click photographs - Photos may exist for this station.
 JZ2060
 JZ2060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2060
 JZ2060.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2060
 JZ2060.The ellipsoidal height was determined by GPS observations
 JZ2060.and is referenced to NAD 83.
 JZ2060
 JZ2060.The dynamic height is computed by dividing the NAVD 88
 JZ2060.geopotential number by the normal gravity value computed on the
 JZ2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2060.degrees latitude (g = 980.6199 gals.).
 JZ2060
 JZ2060.The modeled gravity was interpolated from observed gravity values.
 JZ2060
 JZ2060. The following values were computed from the NAD 83(2011) position.
 JZ2060
 JZ2060;                    North         East     Units Scale Factor Converg.
 JZ2060;SPC IN E     -   445,393.128   157,022.666   MT  1.00000669   +0 25 05.2
 JZ2060;SPC IN E     - 1,461,260.62    515,165.20   sFT  1.00000669   +0 25 05.2
 JZ2060;SPC OH S     -   142,702.482   383,749.126   MT  0.99993831   -1 35 24.3
 JZ2060;SPC OH S     -   468,183.06  1,259,016.92   sFT  0.99993831   -1 35 24.3
 JZ2060;UTM  16      - 4,347,349.764   672,043.006   MT  0.99996445   +1 15 43.8
 JZ2060
 JZ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2060!SPC IN E     -   0.99995619  x   1.00000669  =   0.99996288
 JZ2060!SPC OH S     -   0.99995619  x   0.99993831  =   0.99989450
 JZ2060!UTM  16      -   0.99995619  x   0.99996445  =   0.99992064
 JZ2060
 JZ2060:                Primary Azimuth Mark                     Grid Az
 JZ2060:SPC IN E     -  ALSACE RM 2                              124 20 12.2
 JZ2060:SPC OH S     -  ALSACE RM 2                              126 20 41.7
 JZ2060:UTM  16      -  ALSACE RM 2                              123 29 33.6
 JZ2060
 JZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7204347349(NAD 83)
 JZ2060
 JZ2060|---------------------------------------------------------------------|
 JZ2060| PID    Reference Object                     Distance      Geod. Az  |
 JZ2060|                                                           dddmmss.s |
 JZ2060| JZ3266 BEACON 2 R                          APPROX. 9.0 KM 0542945.1 |
 JZ2060| JZ2059 ALSACE RM 1                          41.900 METERS 09745     |
 JZ2060| CC7718 ALSACE RM 2                                        1244517.4 |
 JZ2060| JZ2061 ALSACE RM 3                          42.400 METERS 26238     |
 JZ2060|---------------------------------------------------------------------|
 JZ2060
 JZ2060                          SUPERSEDED SURVEY CONTROL
 JZ2060
 JZ2060  NAD 83(2007)-  39 15 30.32758(N)    085 00 21.52148(W) AD(2002.00) 0
 JZ2060  ELLIP H (02/10/07)  279.286  (m)                       GP(2002.00)    
 JZ2060  NAD 83(1997)-  39 15 30.32781(N)    085 00 21.52167(W) AD(       ) B
 JZ2060  ELLIP H (04/10/98)  279.318  (m)                       GP(       ) 4 1
 JZ2060  NAD 83(1995)-  39 15 30.32687(N)    085 00 21.52063(W) AD(       ) 1
 JZ2060  NAD 83(1993)-  39 15 30.33058(N)    085 00 21.52816(W) AD(       ) 1
 JZ2060  NAD 83(1986)-  39 15 30.32983(N)    085 00 21.53153(W) AD(       ) 1
 JZ2060  NAD 27      -  39 15 30.13900(N)    085 00 21.68600(W) AD(       ) 1
 JZ2060  NAVD 88             313.27   (m)         1027.8    (f) LEVELING    3  
 JZ2060  NGVD 29 (??/??/92)  313.451  (m)         1028.38   (f) ADJ UNCH    2 0
 JZ2060  NGVD 29             313.45   (m)         1028.4    (f) LEVELING    3  
 JZ2060
 JZ2060.Superseded values are not recommended for survey control.
 JZ2060
 JZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2060.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2060
 JZ2060_MARKER: DS = TRIANGULATION STATION DISK
 JZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2060_STAMPING: ALSACE 1932
 JZ2060_MARK LOGO: CGS
 JZ2060_PROJECTION: RECESSED 46 CENTIMETERS
 JZ2060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2060+STABILITY: SURFACE MOTION
 JZ2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2060+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 JZ2060
 JZ2060  HISTORY     - Date     Condition        Report By
 JZ2060  HISTORY     - 1932     MONUMENTED       CGS
 JZ2060  HISTORY     - 1947     GOOD             CGS
 JZ2060  HISTORY     - 1968     GOOD             CGS
 JZ2060  HISTORY     - 19920101 GOOD             LOCENG
 JZ2060  HISTORY     - 19970821 GOOD             SEC
 JZ2060  HISTORY     - 19980720 GOOD             WOOLPT
 JZ2060  HISTORY     - 20030703 GOOD             INDOT
 JZ2060
 JZ2060                          STATION DESCRIPTION
 JZ2060
 JZ2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ2060'ABOUT 5 MILES EAST AND 1.7 MILES NORTH OF SUNMAN, IND., 1-3/4 MILES
 JZ2060'NORTH OF NEW ALSACE, ON LAND BELONGING TO J.  HOFFBAUER,
 JZ2060'ABOUT 250 METERS WEST OF MR. HOFFBAUERS BARN, 5.5 METERS NORTH OF
 JZ2060'FENCE LINE, 8.0 METERS NORTH OF THE
 JZ2060'LANE AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 JZ2060'
 JZ2060'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 2 METERS NORTH OF THE
 JZ2060'ROAD AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ2060'
 JZ2060'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 1.3 METERS NORTH OF
 JZ2060'POLE, 0.5 METER EAST OF THE FENCE LINE, 5.5 METERS WEST OF THE
 JZ2060'CENTER LINE OF ROAD AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ2060'
 JZ2060'REFERENCE MARK NO. 3 IS WEST OF THE STATION ON FENCE LINE, 2 METERS
 JZ2060'NORTH OF CENTER LINE OF LANE, 6.2 METERS NORTH OF A LARGE TREE AND
 JZ2060'PROJECTS 2 INCHES ABOVE THE GROUND.
 JZ2060'
 JZ2060'TO REACH FROM NEW ALSACE, GO NORTH 1.75 MILES TO THE HOFFBAUER FARM.
 JZ2060
 JZ2060                          STATION RECOVERY (1947)
 JZ2060
 JZ2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ2060'3.7 MI SE FROM LAWRENCEVILLE.
 JZ2060'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2060'AT ALSACE, THENCE ABOUT 1.25 MILES SOUTH, ABOUT 0.5 MILE EAST
 JZ2060'AND 0.35 MILE SOUTH ALONG GRAVEL ROADS, ON THE PROPERTY OF
 JZ2060'JOSEPH HOFFBAUER, ABOUT 0.15 MILE WEST OF THE ROAD, ABOUT 0.1
 JZ2060'MILE WEST OF A BARN, 137 FEET WEST-NORTHWEST OF R.M. NO. 1, 139.4
 JZ2060'FEET EAST-NORTHEAST OF R.M. 3, 25 FEET NORTH OF THE CENTER LINE
 JZ2060'OF AN EAST-WEST FARM LANE, 18.5 FEET NORTH OF A FENCE CORNER POST,
 JZ2060'45.8 FEET NORTHWEST AND ACROSS THE LANE FROM A 14-INCH WILD CHERRY
 JZ2060'TREE AT A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST
 JZ2060'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 JZ2060
 JZ2060                          STATION RECOVERY (1968)
 JZ2060
 JZ2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JZ2060'THE REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 JZ2060'THE STATION MARK WAS HIT WITH A PROD ROD AND THOUGHT TO BE
 JZ2060'IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND TILTED AND WASHED OUT
 JZ2060'OF POSITION BY EROSION AND THE DISK WAS SALVAGED. THE PROPERTY
 JZ2060'OWNER WAS NOT AT HOME AND NO MEASUREMENTS WERE TAKEN SINCE THE
 JZ2060'STATION MARK IS UNDERGROUND AND IT WAS THOUGHT BEST NOT TO DIG
 JZ2060'WITHOUT PROPERTY OWNERS PERMISSION.
 JZ2060
 JZ2060                          STATION RECOVERY (1992)
 JZ2060
 JZ2060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ2060'FOUND STATION, RMS 1 AND 3 IN GOOD CONDITION PER 1968 RECOVERY BY
 JZ2060'STUART.  PLACED CARSONITE POSTS ALONGSIDE REF.  MARKS 1 AND 3 IN
 JZ2060'FENCELINE.
 JZ2060
 JZ2060                          STATION RECOVERY (1997)
 JZ2060
 JZ2060'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2060'THE STATION IS LOCATED FROM THE INTERSECTION OF STATE ROAD 46 AND
 JZ2060'STATE ROAD 1, 2.8 MILES (4.5 KM) WEST ON STATE ROAD 46 TO LEGION ROAD,
 JZ2060'SOUTH 1.2 MILES (1.9 KM) TO THE INTERSECTION OF GUTAPFEL AND LEGION,
 JZ2060'LEFT ON LEGION 0.8 MILES (1.3 KM) TO 26645 LEGION ROAD, THE HOME OF
 JZ2060'LARRY HOFFBAUER, PHONE 812-623-2955.  THE STATION IS LOCATED ABOUT
 JZ2060'0.15 MILES (0.24 KM) WEST OF LEGION ROAD AND ABOUT 0.10 MILES (0.16
 JZ2060'KM) WEST OF BARN, 137 FEET (41.8 M) WEST-NORTHWEST OF ALSACE RM 1,
 JZ2060'139.4 FEET (42.5 M) EAST-NORTHEAST OF ALSACE RM 3, 18.1 FEET (5.5 M)
 JZ2060'NORTH OF AN EAST-WEST FENCE LINE.  THE STATION IS A ROUND CONCRETE
 JZ2060'MONUMENT APPROXIMATELY 1.0 FOOT (0.3 M) BELOW THE SURFACE. THE ABOVE
 JZ2060'MENTIONED STATION AND REFERENCE MONUMENTS APPEAR TO BE STABLE AND IN
 JZ2060'EXCELLENT CONDITION.  THE STATION IS APPROXIMATELY 180 FEET (54.9 M)
 JZ2060'SOUTHWEST OF AN ELECTRIC TOWER.
 JZ2060
 JZ2060                          STATION RECOVERY (1998)
 JZ2060
 JZ2060'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 JZ2060'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (EJR).
 JZ2060
 JZ2060                          STATION RECOVERY (2003)
 JZ2060
 JZ2060'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JZ2060'THE STATION IS LOCATED JACKSON TOWNSHIP, IN THE SOUTHEAST 1/4 OF THE
 JZ2060'NORTHEAST 1/4 OF  SECTION 20, T 7 N, R 2 W OF THE 1ST PRINCIPAL
 JZ2060'MERIDIAN, 2.2 MI SOUTHEAST OF LAWRENCEVILLE, 3.0  MI SOUTHWEST OF ST.
 JZ2060'LEON AND 4.6 MI EAST-NORTHEAST OF SUNMAN.  OWNERSHIP--LARRY
 JZ2060'HOFFBAUER, 26645 LEGION ROAD.
 JZ2060'
 JZ2060'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 74
 JZ2060'AND STATE ROUTE  101 (EXIT 156), GO SOUTH ON ROUTE 101 FOR 0.5 MI TO
 JZ2060'THE INTERSECTION OF STATE ROUTE 46.   TURN LEFT AND GO EAST ON ROUTE
 JZ2060'46 FOR 4.7 MI TO LEGION ROAD INTERSECTING FROM THE RIGHT  (PASSING
 JZ2060'LAWRENCEVILLE AT 3.2 MI).  TURN RIGHT ON LEGION ROAD AND GO SOUTH FOR
 JZ2060'1.25 MI TO A  T-INTERSECTION OF GUTAPFEL ROAD FROM THE WEST.  TURN
 JZ2060'LEFT AND CONTINUE ON LEGION ROAD  FOR 0.5 MI TO AN INTERSECTION WITH
 JZ2060'PRIVATE DRIVES EAST AND NORTH WITH LEGION ROAD  CONTINUING TO THE
 JZ2060'SOUTH.  GO SOUTH ON LEGION ROAD FOR 0.36 MI TO A PRIVATE DRIVE AND
 JZ2060'FARM ENTRANCE ON THE RIGHT.  TURN RIGHT AND FOLLOW GRAVEL DRIVE
 JZ2060'BETWEEN BARNS AND  CONTINUE IN A WESTERLY DIRECTION TO WHERE THE
 JZ2060'GRAVEL DRIVE ENDS FACING WEST AT THE  FARTHEST WEST BARN.  IF
 JZ2060'CONDITIONS ALLOW, CONTINUE BY TURNING INTO THE GRASS TO THE  SOUTH OF
 JZ2060'THE BARN AND DRIVING WEST THROUGH THE PASTURE FOR ABOUT 500 FT TO THE
 JZ2060'NORTHWEST CORNER OF THE PASTURE AND THE STATION NEARBY.
 JZ2060'
 JZ2060'THE STATION IS LOCATED APPROXIMATELY 180 FT WEST-SOUTHWEST OF AN
 JZ2060'ELECTRIC TOWER, 18.1  FT NORTH OF THE NORTHERNMOST EAST-WEST FENCE
 JZ2060'LINE OPPOSITE AN 8 FT TALL BY 4 INCH  DIAMETER POST IN THE FENCE LINE,
 JZ2060'20 FT WEST OF A NORTH-SOUTH FENCE LINE TO THE SOUTH.   THE STATION IS
 JZ2060'BURIED ABOUT 1.5 FT.  PLEASE REFILL HOLE WHEN FINISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2059 ***********************************************************************
 JZ2059  DESIGNATION -  ALSACE RM 1
 JZ2059  PID         -  JZ2059
 JZ2059  STATE/COUNTY-  IN/DEARBORN
 JZ2059  COUNTRY     -  US
 JZ2059  USGS QUAD   -  SPADES (2019)
 JZ2059
 JZ2059                         *CURRENT SURVEY CONTROL
 JZ2059  ______________________________________________________________________
 JZ2059* NAD 83(1986) POSITION- 39 15 30.14   (N) 085 00 19.79   (W)   HD_HELD1
 JZ2059* NAVD 88 ORTHO HEIGHT -   313.488 (meters)     1028.50  (feet) ADJUSTED
 JZ2059  ______________________________________________________________________
 JZ2059  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 JZ2059  DYNAMIC HEIGHT  -        313.292 (meters)     1027.86  (feet) COMP
 JZ2059  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 JZ2059
 JZ2059  VERT ORDER      -  SECOND    CLASS 0
 JZ2059
 JZ2059.The horizontal coordinates were determined by differentially corrected
 JZ2059.hand held GPS observations or other comparable positioning techniques
 JZ2059.and have an estimated accuracy of +/- 3 meters.
 JZ2059
 JZ2059.The orthometric height was determined by differential leveling and
 JZ2059.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2059.in June 1991.
 JZ2059
 JZ2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2059.GEOID18 height accuracy estimate available here.
 JZ2059
 JZ2059.Click photographs - Photos may exist for this station.
 JZ2059
 JZ2059.The dynamic height is computed by dividing the NAVD 88
 JZ2059.geopotential number by the normal gravity value computed on the
 JZ2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2059.degrees latitude (g = 980.6199 gals.).
 JZ2059
 JZ2059.The modeled gravity was interpolated from observed gravity values.
 JZ2059
 JZ2059;                    North         East    Units  Estimated Accuracy
 JZ2059;SPC IN E     -   445,387.7     157,064.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2059
 JZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7208447344(NAD 83)
 JZ2059
 JZ2059                          SUPERSEDED SURVEY CONTROL
 JZ2059
 JZ2059  NGVD 29 (??/??/92)  313.671  (m)         1029.10   (f) ADJ UNCH    2 0
 JZ2059
 JZ2059.Superseded values are not recommended for survey control.
 JZ2059
 JZ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2059.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2059
 JZ2059_MARKER: DR = REFERENCE MARK DISK
 JZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2059_STAMPING: ALSACE NO 1 1932
 JZ2059_MARK LOGO: CGS
 JZ2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2059+STABILITY: SURFACE MOTION
 JZ2059
 JZ2059  HISTORY     - Date     Condition        Report By
 JZ2059  HISTORY     - 1932     MONUMENTED       CGS
 JZ2059  HISTORY     - 1947     GOOD             CGS
 JZ2059
 JZ2059                          STATION DESCRIPTION
 JZ2059
 JZ2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2059'3.7 MI SE FROM LAWRENCEVILLE.
 JZ2059'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2059'AT LAWRENCEVILLE, THENCE ABOUT 1.25 MILES SOUTH AND 0.5 MILE
 JZ2059'EAST AND ABOUT 0.35 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.15
 JZ2059'MILE WEST OF THE ROAD, ON THE PROPERTY OF JOSEPH HOFFBAUER, 137
 JZ2059'FEET EAST-SOUTHEAST OF THE STATION MARK, 107 FEET EAST-NORTHEAST
 JZ2059'AND ACROSS AN EAST-WEST FARM LANE FROM A 14-INCH WILD CHERRY
 JZ2059'TREE IN THE FENCE CORNER, 7 FEET NORTH OF THE CENTER LINE OF THE
 JZ2059'LANE, IN THE FENCE LINE AND SET IN THE TOP OF A CONCRETE POST
 JZ2059'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2061 ***********************************************************************
 JZ2061  DESIGNATION -  ALSACE RM 3
 JZ2061  PID         -  JZ2061
 JZ2061  STATE/COUNTY-  IN/DEARBORN
 JZ2061  COUNTRY     -  US
 JZ2061  USGS QUAD   -  SPADES (2019)
 JZ2061
 JZ2061                         *CURRENT SURVEY CONTROL
 JZ2061  ______________________________________________________________________
 JZ2061* NAD 83(1986) POSITION- 39 15 30.15   (N) 085 00 23.27   (W)   HD_HELD1
 JZ2061* NAVD 88 ORTHO HEIGHT -   314.024 (meters)     1030.26  (feet) ADJUSTED
 JZ2061  ______________________________________________________________________
 JZ2061  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2061  DYNAMIC HEIGHT  -        313.827 (meters)     1029.61  (feet) COMP
 JZ2061  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 JZ2061
 JZ2061  VERT ORDER      -  SECOND    CLASS 0
 JZ2061
 JZ2061.The horizontal coordinates were determined by differentially corrected
 JZ2061.hand held GPS observations or other comparable positioning techniques
 JZ2061.and have an estimated accuracy of +/- 3 meters.
 JZ2061
 JZ2061.The orthometric height was determined by differential leveling and
 JZ2061.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2061.in June 1991.
 JZ2061
 JZ2061.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2061.GEOID18 height accuracy estimate available here.
 JZ2061
 JZ2061.Click photographs - Photos may exist for this station.
 JZ2061
 JZ2061.The dynamic height is computed by dividing the NAVD 88
 JZ2061.geopotential number by the normal gravity value computed on the
 JZ2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2061.degrees latitude (g = 980.6199 gals.).
 JZ2061
 JZ2061.The modeled gravity was interpolated from observed gravity values.
 JZ2061
 JZ2061;                    North         East    Units  Estimated Accuracy
 JZ2061;SPC IN E     -   445,387.3     156,980.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2061
 JZ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7200147343(NAD 83)
 JZ2061
 JZ2061                          SUPERSEDED SURVEY CONTROL
 JZ2061
 JZ2061  NGVD 29 (??/??/92)  314.206  (m)         1030.86   (f) ADJ UNCH    2 0
 JZ2061
 JZ2061.Superseded values are not recommended for survey control.
 JZ2061
 JZ2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2061.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2061
 JZ2061_MARKER: DR = REFERENCE MARK DISK
 JZ2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2061_STAMPING: ALSACE NO 3 1932
 JZ2061_MARK LOGO: CGS
 JZ2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2061+STABILITY: SURFACE MOTION
 JZ2061
 JZ2061  HISTORY     - Date     Condition        Report By
 JZ2061  HISTORY     - 1932     MONUMENTED       CGS
 JZ2061  HISTORY     - 1947     GOOD             CGS
 JZ2061
 JZ2061                          STATION DESCRIPTION
 JZ2061
 JZ2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2061'3.7 MI SE FROM LAWRENCEVILLE.
 JZ2061'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2061'AT LAWRENCEVILLE, THENCE ABOUT 1.25 MILE SOUTH, ABOUT 0.5 MILE
 JZ2061'EAST AND ABOUT 0.35 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.15
 JZ2061'MILE WEST OF THE ROAD, 139.4 FEET WEST-SOUTHWEST OF THE STATION,
 JZ2061'7 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST FARM LANE, IN
 JZ2061'THE FENCE LINE, ABOUT LEVEL WITH THE LANE AND SET IN THE TOP
 JZ2061'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1850 ***********************************************************************
 MD1850  DESIGNATION -  ALVA
 MD1850  PID         -  MD1850
 MD1850  STATE/COUNTY-  IN/STEUBEN
 MD1850  COUNTRY     -  US
 MD1850  USGS QUAD   -  HAMILTON (2019)
 MD1850
 MD1850                         *CURRENT SURVEY CONTROL
 MD1850  ______________________________________________________________________
 MD1850* NAD 83(1997) POSITION- 41 34 20.22521(N) 084 53 14.26812(W)   ADJUSTED
 MD1850* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 MD1850  ______________________________________________________________________
 MD1850  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD1850  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 MD1850  HORZ ORDER      -  THIRD
 MD1850
 MD1850.The horizontal coordinates were established by classical geodetic methods
 MD1850.and adjusted by the National Geodetic Survey in May 1999.
 MD1850
 MD1850.The orthometric height was scaled from a topographic map.
 MD1850
 MD1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1850.GEOID18 height accuracy estimate available here.
 MD1850
 MD1850.Click photographs - Photos may exist for this station.
 MD1850
 MD1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1850
 MD1850. The following values were computed from the NAD 83(1997) position.
 MD1850
 MD1850;                    North         East     Units Scale Factor Converg.
 MD1850;SPC IN E     -   702,407.068   165,000.070   MT  1.00001864   +0 31 01.8
 MD1850;SPC IN E     - 2,304,480.52    541,337.73   sFT  1.00001864   +0 31 01.8
 MD1850;SPC OH N     -   214,340.402   400,920.950   MT  0.99997787   -1 34 06.0
 MD1850;SPC OH N     -   703,215.14  1,315,354.82   sFT  0.99997787   -1 34 06.0
 MD1850;UTM  16      - 4,604,444.697   676,140.694   MT  0.99998182   +1 24 08.2
 MD1850
 MD1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1850!SPC IN E     -   0.99995884  x   1.00001864  =   0.99997748
 MD1850!SPC OH N     -   0.99995884  x   0.99997787  =   0.99993671
 MD1850!UTM  16      -   0.99995884  x   0.99998182  =   0.99994066
 MD1850
 MD1850:                Primary Azimuth Mark                     Grid Az
 MD1850:SPC IN E     -  ALVA AZ MK                               011 07 17.8
 MD1850:SPC OH N     -  ALVA AZ MK                               013 12 25.6
 MD1850:UTM  16      -  ALVA AZ MK                               010 14 11.4
 MD1850
 MD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7614004444(NAD 83)
 MD1850
 MD1850|---------------------------------------------------------------------|
 MD1850| PID    Reference Object                     Distance      Geod. Az  |
 MD1850|                                                           dddmmss.s |
 MD1850| CE6125 ALVA AZ MK                                         0113819.6 |
 MD1850| MD1851 TT 35 T                             204.799 METERS 08225     |
 MD1850| CE6126 ALVA RM 1                            49.335 METERS 08516     |
 MD1850| CE6127 ALVA RM 2                            29.081 METERS 31004     |
 MD1850|---------------------------------------------------------------------|
 MD1850
 MD1850                          SUPERSEDED SURVEY CONTROL
 MD1850
 MD1850  NAD 83(1995)-  41 34 20.22531(N)    084 53 14.26818(W) AD(       ) 3
 MD1850  NAD 83(1994)-  41 34 20.22708(N)    084 53 14.26889(W) AD(       ) 3
 MD1850  NAD 83(1986)-  41 34 20.22636(N)    084 53 14.28245(W) AD(       ) 3
 MD1850  NAD 27      -  41 34 20.04260(N)    084 53 14.42220(W) AD(       ) 3
 MD1850
 MD1850.Superseded values are not recommended for survey control.
 MD1850
 MD1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1850.See file dsdata.pdf to determine how the superseded data were derived.
 MD1850
 MD1850_MARKER: DS = TRIANGULATION STATION DISK
 MD1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1850_STAMPING: ALVA 1946
 MD1850_MARK LOGO: CGS
 MD1850_PROJECTION: RECESSED 36 CENTIMETERS
 MD1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1850+STABILITY: SURFACE MOTION
 MD1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1850+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 MD1850
 MD1850  HISTORY     - Date     Condition        Report By
 MD1850  HISTORY     - 1946     MONUMENTED       CGS
 MD1850  HISTORY     - 1960     GOOD             CGS
 MD1850  HISTORY     - 20230524 GOOD             MCA
 MD1850
 MD1850                          STATION DESCRIPTION
 MD1850
 MD1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1850'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST FROM HAMILTON, 2.5
 MD1850'MILES EAST FROM ALVARADO, 0.15 MILE WEST FROM U.S.G.S. MARK NO.
 MD1850'TT35T-1937-970, 200 FEET WEST FROM AN UNPAINTED BARN AND 40 FEET SOUTH
 MD1850'OF THE APPROXIMATE CENTERLINE OF A MAIN GRAVELED ROAD.  THE MARK IS 12
 MD1850'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ALVA
 MD1850'1946.
 MD1850'
 MD1850'REFERENCE MARK NO. 1 IS 161.86 FEET EAST OF THE STATION, 45 FEET NORTH
 MD1850'OF AN UNPAINTED BARN, 29 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 MD1850'MAIN GRAVELLED ROAD AND 5.5 FEET SOUTH OF POWERLINE POLE NO.  3252.
 MD1850'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED ALVA NO 1
 MD1850'1946.
 MD1850'
 MD1850'REFERENCE MARK NO. 2 IS 95.41 FEET NORTHWEST OF THE STATION AND 21
 MD1850'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A MAIN GRAVELLED ROAD.
 MD1850'THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED ALVA NO 2
 MD1850'1946.
 MD1850'
 MD1850'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 20 FEET WEST OF
 MD1850'THE APPROXIMATE CENTERLINE OF A GRAVELLED ROAD, 3 FEET WEST OF A
 MD1850'NORTH-SOUTH FENCE LINE AND 2.5 FEET NORTHEAST OF A WHITE WITNESS POST.
 MD1850'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED ALVA 1946.
 MD1850'
 MD1850'TO REACH THE STATION FROM THE FLAG POLE IN HAMILTON, GO NORTH ALONG
 MD1850'THE LAKE ON INDIANA HIGHWAY NO. 1 FOR 3.05 MILES TO A CROSSROAD.  TURN
 MD1850'RIGHT AND GO EAST FOR 1.1 MILES TO TOP OF RISE AND THE STATION ON THE
 MD1850'RIGHT.  CONTINUE EAST 0.15 MILE TO CROSSROADS. (WITH U.S.G.S.
 MD1850'TT35T-1937-970 IN THE NORTHEAST ANGLE) HERE TURN LEFT AND GO NORTH FOR
 MD1850'0.45 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1850'
 MD1850'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1850
 MD1850                          STATION RECOVERY (1960)
 MD1850
 MD1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1850'RECOVERED ALL MARKS IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A
 MD1850'FEW MINOR CHANGES.
 MD1850'
 MD1850'ABOUT 3.1 MILE NORTHERLY ALONG NO. 1 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1850'WITH NO. 427 IND.  HWY. IN THE HEART OF HAMILTON THENCE E ON ASPHALT
 MD1850'COUNTY ROAD 1.1 MILES TO STATION ON THE RIGHT, ABOUT 212 YARDS W OF
 MD1850'GRAVEL CROSS ROAD, 40 FEET S OF CENTER LINE OF 20-FOOT ASPHALT ROAD,
 MD1850'ABOUT 5 FEET HIGHER THAN SAME, 47 FEET WSW OF THAT TELEPHONE POLE
 MD1850'CARRYING A DOUBLE LINE OF COVERED CABLES, 18 FEET S OF THE LINE OF
 MD1850'SAID POLES, STANDARD DISKS STAMPED ALVA 1946 SET IN 1A AND 7A MARKS,
 MD1850'THE UPPER ONE OF WHICH IS 1.3 FEET UNDERGROUND.
 MD1850'
 MD1850'REFERENCE STAMPED ALVA NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1850'161.6 FEET (SLOPE) (49.26 METERS) E IN AZIMUTH 265 DEG 16 MIN FROM
 MD1850'STATION, 50 FEET NNW OF NE CORNER OF ROCK FOUNDATION OF LARGE BARN, 13
 MD1850'FEET W OF PROJECTED PLANE OF E WALL OF SAME, AND 5.5 FEET S OF NO.
 MD1850'3252 TELEPHONE POLE, 28 FEET S OF CENTER LINE OF ROAD, AND 1.3 FEET
 MD1850'HIGHER THAN SAME.
 MD1850'
 MD1850'REFERENCE STAMPED ALVA NO 2 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1850'95.31 FEET OF 29.051 METERS NW IN AZIMUTH 130 DEG 34 MIN FROM STATION,
 MD1850'ABOUT 20 YARDS W OF CREST OF RIDGE, 23 FEET N OF CENTER LINE OF ROAD,
 MD1850'AND 3.8 FEET HIGHER THAN SAME.
 MD1850'
 MD1850'AZIMUTH STAMPED ALVA 1946, NOTE 16A, PROJECTS 0.6 FOOT, IS ABOUT 0.5
 MD1850'MILE NNE IN AZIMUTH 191 DEG 38 MIN 19.4 SEC FROM STATION, ON CREST OF
 MD1850'E-W RIDGE, 116 FEET S OF FENCE, 20 FEET W OF CENTER LINE OF GRAVEL
 MD1850'ROAD, 3.0 FEET HIGHER THAN SAME, AND 1.5 FEET S OF STEEL WITNESS POST.
 MD1850
 MD1850                          STATION RECOVERY (2023)
 MD1850
 MD1850'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 MD1850'THE MARK IS 14 INCH (36 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1844 ***********************************************************************
 MD1844  DESIGNATION -  ALVARADO
 MD1844  PID         -  MD1844
 MD1844  STATE/COUNTY-  IN/STEUBEN
 MD1844  COUNTRY     -  US
 MD1844  USGS QUAD   -  EDON (2016)
 MD1844
 MD1844                         *CURRENT SURVEY CONTROL
 MD1844  ______________________________________________________________________
 MD1844* NAD 83(1997) POSITION- 41 33 50.70642(N) 084 49 00.76588(W)   ADJUSTED
 MD1844* NAVD 88 ORTHO HEIGHT -   290.7   (meters)      954.    (feet) VERTCON3
 MD1844  ______________________________________________________________________
 MD1844  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 MD1844  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 MD1844  HORZ ORDER      -  FIRST
 MD1844
 MD1844.The horizontal coordinates were established by classical geodetic methods
 MD1844.and adjusted by the National Geodetic Survey in May 1999.
 MD1844
 MD1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1844
 MD1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1844.GEOID18 height accuracy estimate available here.
 MD1844
 MD1844.Click photographs - Photos may exist for this station.
 MD1844
 MD1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1844
 MD1844. The following values were computed from the NAD 83(1997) position.
 MD1844
 MD1844;                    North         East     Units Scale Factor Converg.
 MD1844;SPC IN E     -   701,551.800   170,881.940   MT  1.00002847   +0 33 49.8
 MD1844;SPC IN E     - 2,301,674.53    560,635.16   sFT  1.00002847   +0 33 49.8
 MD1844;SPC OH N     -   213,271.682   406,767.526   MT  0.99997662   -1 31 19.5
 MD1844;SPC OH N     -   699,708.84  1,334,536.46   sFT  0.99997662   -1 31 19.5
 MD1844;UTM  16      - 4,603,680.406   682,034.904   MT  1.00000780   +1 26 55.7
 MD1844
 MD1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1844!SPC IN E     -   0.99995968  x   1.00002847  =   0.99998815
 MD1844!SPC OH N     -   0.99995968  x   0.99997662  =   0.99993630
 MD1844!UTM  16      -   0.99995968  x   1.00000780  =   0.99996748
 MD1844
 MD1844:                Primary Azimuth Mark                     Grid Az
 MD1844:SPC IN E     -  ALVARADO AZ MK 2                         169 20 24.6
 MD1844:SPC OH N     -  ALVARADO AZ MK 2                         171 25 33.9
 MD1844:UTM  16      -  ALVARADO AZ MK 2                         168 27 18.7
 MD1844
 MD1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8203403680(NAD 83)
 MD1844
 MD1844|---------------------------------------------------------------------|
 MD1844| PID    Reference Object                     Distance      Geod. Az  |
 MD1844|                                                           dddmmss.s |
 MD1844| CE6130 ALVARADO RM 1                        32.761 METERS 04847     |
 MD1844| MD1836 MONTPELIER MUN POWER PLT STK        APPROX.17.5 KM 0835717.6 |
 MD1844| MD1843 AIRWAY BEACON 15                    APPROX. 4.0 KM 0870053.3 |
 MD1844| MD1779 EDGERTON MUNICIPAL TANK             APPROX.14.1 KM 1551016.8 |
 MD1844| CE6128 ALVARADO AZ MK                                     1662541.1 |
 MD1844| CE6129 ALVARADO AZ MK 2                                   1695414.4 |
 MD1844| MD1812 BUTLER MUNICIPAL TANK               APPROX.15.7 KM 1971800.6 |
 MD1844| CE6132 ALVARADO RM 3                        34.002 METERS 20046     |
 MD1844| MD1520 WATERLOO MUNICIPAL STANDPIPE        APPROX.22.3 KM 2285834.7 |
 MD1844| CE6131 ALVARADO RM 2                        28.577 METERS 32918     |
 MD1844|---------------------------------------------------------------------|
 MD1844
 MD1844                          SUPERSEDED SURVEY CONTROL
 MD1844
 MD1844  NAD 83(1995)-  41 33 50.70647(N)    084 49 00.76597(W) AD(       ) 1
 MD1844  NAD 83(1994)-  41 33 50.70697(N)    084 49 00.76546(W) AD(       ) 1
 MD1844  NAD 83(1986)-  41 33 50.70740(N)    084 49 00.78070(W) AD(       ) 1
 MD1844  NAD 27      -  41 33 50.52300(N)    084 49 00.92700(W) AD(       ) 1
 MD1844  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG       
 MD1844
 MD1844.Superseded values are not recommended for survey control.
 MD1844
 MD1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1844.See file dsdata.pdf to determine how the superseded data were derived.
 MD1844
 MD1844_MARKER: DS = TRIANGULATION STATION DISK
 MD1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1844_STAMPING: ALVARADO 9132
 MD1844_MARK LOGO: CGS
 MD1844_PROJECTION: RECESSED 30 CENTIMETERS
 MD1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1844+STABILITY: SURFACE MOTION
 MD1844
 MD1844  HISTORY     - Date     Condition        Report By
 MD1844  HISTORY     - 1932     MONUMENTED       CGS
 MD1844  HISTORY     - 1946     GOOD             CGS
 MD1844  HISTORY     - 1960     GOOD             CGS
 MD1844  HISTORY     - 1970     GOOD             NGS
 MD1844
 MD1844                          STATION DESCRIPTION
 MD1844
 MD1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1844'ABOUT 2 MILES NORTH AND 5 MILES EAST OF HAMILTON, ABOUT 1 MILE EAST
 MD1844'AND 3/4 MILE SOUTH OF ALVARADO, ABOUT 2.5 MILES WEST AND 0.5 MILE
 MD1844'NORTH OF EDON, OHIO, ON WEST SIDE SW 1/4 SEC. 21, T. 36 N., R. 15 E.,
 MD1844'AND ON LAND OWNED BY ALBERT RUSSELL.
 MD1844'
 MD1844'TO REACH FROM EDON, OHIO, GO NORTH FROM CENTER OF TOWN 1.0 MILE ON
 MD1844'OHIO ROUTE 49, GO WEST ON GRAVEL ROAD 2.4 MILES, AND GO SOUTH 0.5 MILE
 MD1844'TO RUSSELL FARMHOUSE AND STATION SITE.
 MD1844'
 MD1844'STATION IS 126 FEET SOUTH BY WEST OF SOUTHWEST CORNER OF WHITE
 MD1844'FARMHOUSE, ON WEST EDGE OF CULTIVATED FIELD, 0.3 MILE NORTH OF
 MD1844'EAST-AND-WEST ROAD, 0.5 MILE SOUTH OF ANOTHER EAST-AND-WEST ROAD, 27.5
 MD1844'FEET EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, AND 77.5 FEET SOUTH
 MD1844'OF DRIVEWAY LEADING EAST TO FARM.  SURFACE AND UNDERGROUND MARKS ARE
 MD1844'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 MD1844'IS 12 INCHES BELOW SURFACE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MD1844'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 MD1844'
 MD1844'RM NO. 1 PROJECTS 4 INCHES 4 INCHES, AND IS 1 FOOT NORTH OF FENCE LINE
 MD1844'PARALLELING DRIVEWAY, 10 FEET SOUTH OF DRIVEWAY, 71 FEET SOUTHEAST OF
 MD1844'SOUTHWEST CORNER OF FARMHOUSE, 48.2 FEET SOUTHWEST OF SOUTHEAST CORNER
 MD1844'OF FARMHOUSE, 110 FEET EAST OF CENTER LINE OF NORTH-AND- SOUTH ROAD,
 MD1844'AND 107.57 FEET FROM STATION IN AZIMUTH 228 DEG 49 MIN.
 MD1844'
 MD1844'RM NO. 2 PROJECTS 6 INCHES, AND IS DUE WEST OF DRIVEWAY LEADING TO
 MD1844'RUSSELLS FARM, 19 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT WEST OF
 MD1844'FENCE LINE PARALLELING ROAD, 107.3 FEET BEARING S. 80 DEG W. FROM
 MD1844'SOUTHWEST CORNER OF FARMHOUSE, AND 93.72 FEET FROM STATION IN AZIMUTH
 MD1844'149 DEG 18 MIN.
 MD1844'
 MD1844'AZIMUTH MARK PROJECTS 5 INCHES, AND IS 26 FEET NORTH OF CENTER LINE OF
 MD1844'EAST-AND-WEST GRAVEL ROAD, 15 FEET WEST OF TELEPHONE POLE, 350 FEET
 MD1844'EAST OF ROAD INTERSECTION, ON EDGE OF CULTIVATED FIELD, AND
 MD1844'APPROXIMATELY 0.4 MILE FROM STATION IN AZIMUTH 346 DEG 25 MIN 27 SEC.
 MD1844'AIRWAY BEACON NO. 15 IS ABOUT 2.5 MILES FROM STATION IN AZIMUTH 267
 MD1844'DEG 00 MIN 53 SEC.
 MD1844
 MD1844                          STATION RECOVERY (1946)
 MD1844
 MD1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1844'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MD1844'GOOD CONDITION.  DISTANCES WERE CHECKED AND SLIGHT DIFFERENCES WERE
 MD1844'FOUND WHICH ARE NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1844'
 MD1844'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 5 MILES EAST OF
 MD1844'HAMILTON, ABOUT 1 MILE EAST AND 0.75 MILE SOUTH OF ALVARADO.  IT IS
 MD1844'126 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FARM HOUSE ON
 MD1844'THE WEST EDGE OF A CULTIVATED FIELD, 27 FEET EAST OF THE APPROXIMATE
 MD1844'CENTERLINE OF A NORTH-SOUTH GRAVELLED ROAD AND 77 FEET SOUTH OF THE
 MD1844'DRIVEWAY LEADING TO THE FARM.  THE MARK IS 12 INCHES BELOW THE SURFACE
 MD1844'OF THE GROUND AND THE DISK IS STAMPED ALVARADO 1932.
 MD1844'
 MD1844'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 MD1844'CONCRETE DESCRIBE IN NOTES 1A, 7A AND 11A.
 MD1844'
 MD1844'REFERENCE MARK NO. 1 IS 107.46 FEET NORTHEAST OF THE STATION, 1 FOOT
 MD1844'NORTH OF AN EAST-WEST FENCE LINE, 10 FEET SOUTH OF THE DRIVEWAY, 71
 MD1844'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FARM HOUSE AND 48 FEET
 MD1844'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FARM HOUSE.  THE MARK
 MD1844'PROJECTS 4 INCHES AND THE DISK IS STAMPED ALVARADO NO 1 1932.
 MD1844'
 MD1844'REFERENCE MARK NO. 2 IS 93.80 FEET NORTHWEST OF THE STATION, 19 FEET
 MD1844'WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELLED ROAD, 1 FOOT WEST
 MD1844'OF A NORTH-SOUTH FENCE LINE AND 107 FEET SOUTHWEST OF THE SOUTHWEST
 MD1844'CORNER OF THE WHITE FARM HOUSE.  THE MARK PROJECTS 6 INCHES AND THE
 MD1844'DISK IS STAMPED ALVARADO NO 2 1932.
 MD1844'
 MD1844'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 26 FEET NORTH OF
 MD1844'THE APPROXIMATE CENTERLINE OF AN EAST-WEST OILED ROAD, 15 FEET WEST OF
 MD1844'A TELEPHONE POLE AND 350 FEET EAST OF A CROSSROADS.  THE MARK PROJECTS
 MD1844'5 INCHES AND THE DISK IS STAMPED ALVARADO 1932.
 MD1844'
 MD1844'TO REACH THE STATION FROM EDON, OHIO GO NORTH FROM THE CENTER OF TOWN
 MD1844'1.0 MILE ON OHIO HIGHWAY NO.  49, GO WEST ON GRAVEL ROAD 2.4 MILES
 MD1844'THEN SOUTH 0.5 MILE TO RUSSELL FARMHOUSE AND STATION SITE.  TO REACH
 MD1844'THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH 0.35 MILE TO
 MD1844'CROSSROADS, TURN LEFT AND GO 350 FEET TO AZIMUTH MARK ON THE LEFT AS
 MD1844'DESCRIBED.
 MD1844
 MD1844                          STATION RECOVERY (1960)
 MD1844
 MD1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (AOW)
 MD1844'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THE AZIMUTH MARK
 MD1844'(EVIDENTLY DESTROYED).
 MD1844'
 MD1844'ABOUT 5.7 MILES NORTHERLY AND EASTERLY ALONG NO. 427 INDIANA HWY. FROM
 MD1844'ITS JUNCTION WITH NO. 1 IND. HWY. IN HEART OF HAMILTON TO A CROSSROADS
 MD1844'WHICH IS ABOUT 2.5 MILES ALONG NO.  34 OHIO HWY. FROM EDON OR 0.75
 MD1844'MILE W OF STATE LINE, THENCE 0.35 MILE N ON GRAVEL ROAD TO STATION,
 MD1844'ABOUT 1.0 MILE E AND 0.65 MILE S OF ALVARADO CROSSROADS, ON CREST OF
 MD1844'E-W RIDGE, 126 FEET SSW OF SW CORNER OF CONCRETE BLOCK FOUNDATION OF
 MD1844'FRAME HOUSE, 54 FEET W OF PROJECTED PLANE OF W WALL OF SAME, 27 FEET E
 MD1844'OF CENTER LINE OF GRAVEL ROAD, STANDARD DISKS STAMPED ALVARADO 1932 IN
 MD1844'1A AND 7A MARKS WITH THE UPPER MARK 1.1 FEET UNDERGROUND.
 MD1844'
 MD1844'REFERENCE STAMPED ALVARADO NO 1 1932, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1844'107.50 FEET (32.766 M.) NE IN AZIMUTH 228 DEG 49 MIN FROM THE STATION,
 MD1844'51 FEET SE OF SAID SW CORNER, 48 FEET SW OF SE CORNER OF MAIN BODY OF
 MD1844'THE HOUSE (AN 8-FOOT EXTENSION IS OFFSET-ADDED)  110 FEET E OF CENTER
 MD1844'LINE OF ROAD, AND 11 FEET S OF CENTER LINE OF DRIVEWAY.
 MD1844'
 MD1844'REFERENCE STAMPED ALVARADO NO 2 1932, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1844'93.69 FEET OR 28.557 METERS NW IN AZIMUTH 149 DEG 18 MIN FROM STATION,
 MD1844'107.3 FEET W OF SW CORNER OF HOUSE, 19 FEET W OF CENTER LINE OF ROAD,
 MD1844'4 FEET N OF PROJECTED LINE OF DRIVEWAY, 3 FEET W OF FENCE.
 MD1844'
 MD1844'THE DESCRIBED LOCATION OF THE AZIMUTH MARK FALLS NOW IN THE BOTTOM OF
 MD1844'THE HIGHWAY DITCH.  NO EVIIDENCE OF THE MARK WAS FOUND.
 MD1844
 MD1844                          STATION RECOVERY (1970)
 MD1844
 MD1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1844'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MD1844'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND MUST BE PRESUMED
 MD1844'LOST SINCE MEASUREMENTS PLACE ITS ORIGINAL LOCATION IN THE BOTTOM OF
 MD1844'GRADER DITCH.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  THE
 MD1844'CURRENT DIRECTION COMPARED FAVORABLY WITH THOSE OF 1960 HOWEVER A
 MD1844'DISCREPANCY OF .01 FOOT SHORTER AND .07 FOOT LONGER WAS NOTED IN THE
 MD1844'DISTANCES TO REFERENCE MARKS 1 AND 2 RESPECTIVELY.  THE CURRENT
 MD1844'MEASUREMENTS WERE CONFIRMED.  AT THE REQUEST OF THE PROPERTY OWNER
 MD1844'REFERENCE MARK 1 WAS REMOVED AND REFERENCE MARK 3 ESTABLISHED AT THIS
 MD1844'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MD1844'
 MD1844'THE STATION IS ABOUT 11 MILES SOUTHEAST OF ANGOLA, 5-1/2 MILES
 MD1844'NORTHEAST OF HAMILTON, 2-1/2 MILES WEST OF EDON, OHIO AND 3/4 MILE
 MD1844'WEST OF THE INDIANA-OHIO STATE LINE.  IT IS IN THE SOUTHWEST 1/4 OF
 MD1844'SECTION 21, T. 36 N., R. 15 E. AND ON PROPERTY OF MRS.  HULDA A.
 MD1844'RUSSELL WHO LIVES AT THE STATION SITE.
 MD1844'
 MD1844'TO REACH THE STATION FROM THE POST OFFICE IN ANGOLA, GO EAST ON U.S.
 MD1844'HIGHWAY 20 FOR 8.1 MILES TO A CROSSROAD AND THE JUNCTION OF STATE
 MD1844'HIGHWAY 1.  TURN RIGHT AND GO SOUTH ON 800 E FOR 1.0 MILE TO A
 MD1844'CROSSROAD IN THE SMALL VILLAGE OF METZ.  CONTINUE SOUTH ON 800 E FOR
 MD1844'3.8 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON STATE HIGHWAY 427 FOR
 MD1844'1.0 MILE TO A CROSSROAD.  (THE AZIMUTH MARK IS 0.05 MILE EAST OF THE
 MD1844'CROSSROAD AND ON THE LEFT SIDE OF STATE HIGHWAY 427).  TURN LEFT AND
 MD1844'GO NORTH ON 900 E FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 MD1844'
 MD1844'THE STATION MARK, A STANDARD DISK STAMPED ALVARADO 1932, IS SET IN THE
 MD1844'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 12 INCHES BELOW THE GROUND
 MD1844'SURFACE.  IT IS 130 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 MD1844'78 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 43 FEET SOUTH-SOUTHEAST OF
 MD1844'A TELEPHONE POLE AND 28 FEET EAST OF THE CENTER OF 900 E.  (NOTES 1A
 MD1844'AND 7A)
 MD1844'
 MD1844'REFERENCE MARK 2, A STANDARD DISK STAMPED ALVARADO NO 2 1932, IS SET
 MD1844'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 MD1844'INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET SOUTH OF POWER LINE
 MD1844'POLE NUMBER 128 WHICH HAS A TRANSFORMER ATTACHED, 54 FEET NORTHWEST OF
 MD1844'THE TELEPHONE POLE, 18 FEET WEST OF THE CENTER OF 900 E, 7 FEET EAST
 MD1844'OF A NORTH-SOUTH WIRE FENCE AND 3.6 FEET WEST OF A NORTH-SOUTH WIRE
 MD1844'FENCE AT THE WEST EDGE OF A FARM LANE.  (NOTE 11A)
 MD1844'
 MD1844'REFERENCE MARK 3, A STANDARD DISK STAMPED ALVARADO 1932 NO 3 1970, IS
 MD1844'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 MD1844'THE GROUND SURFACE.  IT IS 24.6 FEET SOUTH OF A POWER LINE POLE, 15
 MD1844'FEET WEST OF THE CENTER OF 900 E AND 1 FOOT EAST OF THE NORTH-SOUTH
 MD1844'WIRE FENCE.  (NOTE 11B)
 MD1844'
 MD1844'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALVARADO 1932 NO 2 1970, IS
 MD1844'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 MD1844'THE GROUND SURFACE.  IT IS 44 FEET NORTH OF THE CENTER OF STATE
 MD1844'HIGHWAY 427, 1.9 FEET EAST OF A TELEPHONE POLE AND 1.4 FEET WEST OF A
 MD1844'METAL WITNESS POST.  (NOTE 16B)
 MD1844'
 MD1844'HEIGHT OF LIGHT ABOVE STATION MARK 100.1 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2154 ***********************************************************************
 HZ2154  DESIGNATION -  AMBER
 HZ2154  PID         -  HZ2154
 HZ2154  STATE/COUNTY-  IN/CLARK
 HZ2154  COUNTRY     -  US
 HZ2154  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2154
 HZ2154                         *CURRENT SURVEY CONTROL
 HZ2154  ______________________________________________________________________
 HZ2154* NAD 83(1997) POSITION- 38 25 49.58415(N) 085 39 49.82942(W)   ADJUSTED
 HZ2154* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 HZ2154  ______________________________________________________________________
 HZ2154  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 HZ2154  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 HZ2154  HORZ ORDER      -  THIRD
 HZ2154
 HZ2154.The horizontal coordinates were established by classical geodetic methods
 HZ2154.and adjusted by the National Geodetic Survey in May 1999.
 HZ2154
 HZ2154.The orthometric height was scaled from a topographic map.
 HZ2154
 HZ2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2154.GEOID18 height accuracy estimate available here.
 HZ2154
 HZ2154.Click photographs - Photos may exist for this station.
 HZ2154
 HZ2154.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2154
 HZ2154. The following values were computed from the NAD 83(1997) position.
 HZ2154
 HZ2154;                    North         East     Units Scale Factor Converg.
 HZ2154;SPC IN E     -   353,271.521   100,246.675   MT  0.99996667   +0 00 06.3
 HZ2154;SPC IN E     - 1,159,024.98    328,892.63   sFT  0.99996667   +0 00 06.3
 HZ2154;SPC KY1Z     - 1,232,749.880 1,507,522.701   MT  0.99995161   +0 03 10.4
 HZ2154;SPC KY1Z     - 4,044,446.90  4,945,930.73   sFT  0.99995161   +0 03 10.4
 HZ2154;SPC KY N     -   104,223.558   376,557.676   MT  0.99996229   -0 52 46.2
 HZ2154;SPC KY N     -   341,940.12  1,235,422.98   sFT  0.99996229   -0 52 46.2
 HZ2154;UTM  16      - 4,254,420.320   616,624.573   MT  0.99976750   +0 49 50.2
 HZ2154
 HZ2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2154!SPC IN E     -   0.99997547  x   0.99996667  =   0.99994215
 HZ2154!SPC KY1Z     -   0.99997547  x   0.99995161  =   0.99992709
 HZ2154!SPC KY N     -   0.99997547  x   0.99996229  =   0.99993777
 HZ2154!UTM  16      -   0.99997547  x   0.99976750  =   0.99974298
 HZ2154
 HZ2154:                Primary Azimuth Mark                     Grid Az
 HZ2154:SPC IN E     -  AMBER AZ MK                              025 00 22.2
 HZ2154:SPC KY1Z     -  AMBER AZ MK                              024 57 18.1
 HZ2154:SPC KY N     -  AMBER AZ MK                              025 53 14.7
 HZ2154:UTM  16      -  AMBER AZ MK                              024 10 38.3
 HZ2154
 HZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1662454420(NAD 83)
 HZ2154
 HZ2154|---------------------------------------------------------------------|
 HZ2154| PID    Reference Object                     Distance      Geod. Az  |
 HZ2154|                                                           dddmmss.s |
 HZ2154| CG7039 AMBER AZ MK                                        0250028.5 |
 HZ2154| CG7040 AMBER RM 1                           21.838 METERS 02954     |
 HZ2154| CG7041 AMBER RM 2                           19.778 METERS 27856     |
 HZ2154|---------------------------------------------------------------------|
 HZ2154
 HZ2154                          SUPERSEDED SURVEY CONTROL
 HZ2154
 HZ2154  NAD 83(1993)-  38 25 49.58450(N)    085 39 49.82933(W) AD(       ) 3
 HZ2154  NAD 83(1986)-  38 25 49.58746(N)    085 39 49.83586(W) AD(       ) 3
 HZ2154  NAD 27      -  38 25 49.35500(N)    085 39 49.97200(W) AD(       ) 3
 HZ2154
 HZ2154.Superseded values are not recommended for survey control.
 HZ2154
 HZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2154.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2154
 HZ2154_MARKER: DS = TRIANGULATION STATION DISK
 HZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2154_STAMPING: AMBER 1947
 HZ2154_MARK LOGO: CGS
 HZ2154_PROJECTION: FLUSH
 HZ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2154+STABILITY: SURFACE MOTION
 HZ2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2154+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 HZ2154
 HZ2154  HISTORY     - Date     Condition        Report By
 HZ2154  HISTORY     - 1947     MONUMENTED       CGS
 HZ2154  HISTORY     - 1971     GOOD             NGS
 HZ2154  HISTORY     - 1976     GOOD             NGS
 HZ2154  HISTORY     - 1982     GOOD             USACE
 HZ2154  HISTORY     - 20081023 GOOD             ACCU
 HZ2154
 HZ2154                          STATION DESCRIPTION
 HZ2154
 HZ2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2154'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE GRASSY PLOT
 HZ2154'OF LAND THAT DIVIDE THE NORTH BOUND TRAFFIC FROM THE SOUTH BOUND
 HZ2154'TRAFFIC ON STATE HIGHWAY 62, ABOUT 5 MILES EAST-SOUTHEAST OF
 HZ2154'SELLERSBURG, AND 0.8 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 HZ2154'3 AND 62 IN CHARLESTOWN VIA THE LATTER. IT IS 50.8 FEET NORTH OF THE
 HZ2154'APPROXIMATE CENTER OF A CONCRETE DRIVEWAY THAT CONNECTS THE SOUTH
 HZ2154'BOUND TRAFFIC WITH THE NORTH BOUND TRAFFIC OF THE HIGHWAY, 26.3 FEET
 HZ2154'EAST OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE, AND 25.8 FEET
 HZ2154'WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC LANE. THE MARK IS
 HZ2154'SET FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AMBER 1947.
 HZ2154'
 HZ2154'REFERENCE MARK NO. 1 IS 71.65 FEET NORTH-NORTHEAST OF THE STATION,
 HZ2154'34.8 FEET EAST OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE,
 HZ2154'AND 17.3 FEET WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC LANE. THE
 HZ2154'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AMBER NO
 HZ2154'1 1947.
 HZ2154'
 HZ2154'REFERENCE MARK NO. 2 IS 64.89 FEET WEST-NORTHWEST OF THE STATION,
 HZ2154'36.6 FEET WEST OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE
 HZ2154'OF THE HIGHWAY. AND 36.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 HZ2154'OF THE RAILROAD. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ2154'DISK IS STAMPED AMBER NO 2 1947.
 HZ2154'
 HZ2154'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHEAST OF THE STATION VIA THE
 HZ2154'HIGHWAY, 41.6 FEET EAST OF THE CENTER OF THE NORTH BOUND
 HZ2154'TRAFFIC LANE OF THE HIGHWAY, 4.2 FEET SOUTHWEST OF THE SOUTHWEST LEG
 HZ2154'THE INDIANA ORDNANCE PLANT GUARD TOWER NO. 605-6, 4 FEET
 HZ2154'SOUTHWEST OF A WITNESS POST, AND 1.9 FEET WEST OF THE PLANT 10-FOOT
 HZ2154'HIGH WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 HZ2154'IS STAMPED AMBER 1947.
 HZ2154'
 HZ2154'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HZ2154
 HZ2154                          STATION RECOVERY (1971)
 HZ2154
 HZ2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HZ2154'AFTER A LENGTHY SEARCH, THE STATION AND ALL MARKS WERE RECOVERED
 HZ2154'AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED THIS DATE
 HZ2154'AND THE MEASURED DISTANCES TO THE REFERENCE MARKS COULD NOT BE
 HZ2154'MEASURED ACCURATELY BECAUSE OF HEAVY HIGHWAY TRAFFIC.
 HZ2154'
 HZ2154'FOLLOWING IS A COMPLETE AND UPDATED DESCRIPTION.
 HZ2154'
 HZ2154'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF SELLERSBURG,
 HZ2154'ABOUT 1 MILE SOUTH-SOUTHEAST OF CHARLESTON, JUST NORTH OF THE
 HZ2154'INDIANA ORDNANCE DEPOT GATE NO. 20, AND IN THE MEDIA BETWEEN THE
 HZ2154'NORTHBOUND AND SOUTHBOUND TRAFFIC LANES OF U. S. HIGHWAY 62.
 HZ2154'
 HZ2154'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 HZ2154'ROUTE 3 AT THE EAST EDGE OF CHARLESTON, GO SOUTHERLY ON U. S.
 HZ2154'HIGHWAY 62 FOR 0.35 OF A MILE TO THE AZIMUTH MARK ON THE LEFT ALONG
 HZ2154'THE EAST RIGHT-OF-WAY, CONTINUE SOUTHERLY ON U. S. HIGHWAY 62 FOR
 HZ2154'0.35 OF A MILE TO THE STATION IN THE MEDIAN AS DESCRIBED.
 HZ2154'
 HZ2154'THE STATION IS 92.7 FEET EAST-SOUTHEAST OF THE EAST RAIL OF THE MAIN
 HZ2154'LINE OF A RAILROAD TRACK, 79 FEET NORTH-NORTHWEST AND ACROSS THE
 HZ2154'HIGHWAY FROM THE APPROXIMATE CENTER OF INDIANA ORDNANCE DEPOT GATE
 HZ2154'NO. 20, 50.9 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A
 HZ2154'CROSSOVER BETWEEN THE HIGHWAY TRAFFIC LANES, 26 FEET
 HZ2154'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTHBOUND TRAFFIC
 HZ2154'LANES, 26 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 HZ2154'SOUTHBOUND TRAFFIC LANES, AND 22.6 FEET NORTH-NORTHEAST OF THE
 HZ2154'NORTH CONCRETE CURB OF THE CROSSOVER.  IT IS A STANDARD DISK SET IN
 HZ2154'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 5
 HZ2154'INCHES BELOW THE SWARD AND THE DISK IS STAMPED AMBER 1947.
 HZ2154'
 HZ2154'REFERENCE MARK NO. 1 IS IN THE MEDIAN NORTH-NORTHEAST OF THE
 HZ2154'STATION, 94 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 HZ2154'NORTH CURB OF THE CROSSOVER, 75 FEET NORTH OF THE NORTH END OF THE
 HZ2154'CURVED CURBING OF THE CROSSOVER INTO NORTHBOUND TRAFFIC LANES,
 HZ2154'50.3 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY OF A FENCE
 HZ2154'OPPOSITE A SECURITY LAMP POST, 34.8 FEET EAST-SOUTHEAST OF THE
 HZ2154'APPROXIMATE CENTER OF THE SOUTHBOUND TRAFFIC LANES, AND 17.2
 HZ2154'FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE NORTHBOUND
 HZ2154'TRAFFIC LANES.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ2154'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 5 INCHES BELOW THE
 HZ2154'SWARD, AND THE DISK IS STAMPED AMBER NO 1 1947.
 HZ2154'
 HZ2154'REFERENCE MARK NO. 2 IS ACROSS THE SOUTHBOUND TRAFFIC LANES
 HZ2154'WEST-NORTHWEST OF THE STATION, 71.4 FEET NORTHWEST OF THE
 HZ2154'APPROXIMATE CENTER OF THE CROSSOVER, 36.7 FEET WEST-NORTHWEST OF THE
 HZ2154'APPROXIMATE CENTER OF THE SOUTHBOUND TRAFFIC LANES, AND 30.2 FEET
 HZ2154'EAST-SOUTHEAST OF THE EAST RAIL OF THE MAIN LINE OF THE RAILROAD
 HZ2154'TRACK.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HZ2154'SQUARE, CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SWARD
 HZ2154'AND THE DISK IS STAMPED AMBER NO 2 1947.
 HZ2154'
 HZ2154'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE NORTH-NORTHEAST OF THE
 HZ2154'STATION, 98 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF PEDESTRIAN
 HZ2154'GATE NO. 21A OF THE INDIANA ORDNANCE DEPOT, 123 FEET SOUTHWEST OF
 HZ2154'THE APPROXIMATE CENTER OF GATE NO. 21, 41.5 FEET EAST-SOUTHEAST OF
 HZ2154'THE APPROXIMATE CENTER OF THE NORTHBOUND TRAFFIC LANES OF U. S.
 HZ2154'HIGHWAY 62, 16.2 FEET SOUTHWEST OF A T FENCE CORNER POST IN THE
 HZ2154'ORDNANCE DEPOT FENCE, 2.0 FEET WEST-NORTHWEST OF THE CHAIN LINK
 HZ2154'FENCE OF THE ORDNANCE DEPOT, AND 1.0 FOOT WEST-NORTHWEST OF A
 HZ2154'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 HZ2154'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HZ2154'STAMPED AMBER 1947.
 HZ2154'
 HZ2154'NOTE--NO WITNESS POST WERE SET AT THE STATION MARK OR REFERENCE
 HZ2154'MARKS AS THEY ARE IN A TENDED AREA.
 HZ2154'
 HZ2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 HZ2154'SSE. OF CHARLESTON.
 HZ2154
 HZ2154                          STATION RECOVERY (1976)
 HZ2154
 HZ2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2154'STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK FOUND IN
 HZ2154'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED.
 HZ2154'THE DIRECTION TO 1 WAS GREATER BY 2-MINUTES AND 59 SECONDS.  THE
 HZ2154'DIRECTION TO REFERENCE MARK 2 WAS GREATER BY 2-MINUTES AND 56
 HZ2154'SECONDS.  THE ANGLE BETWEEN REFERENCE MARKS CHECKED.
 HZ2154'
 HZ2154'THE DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 HZ2154'
 HZ2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-MILE
 HZ2154'SOUTHEAST OF CHARLESTON.
 HZ2154'
 HZ2154'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2154
 HZ2154                          STATION RECOVERY (1982)
 HZ2154
 HZ2154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1982 (MKF)
 HZ2154'AMBER 1947 RECOVERED GOOD.
 HZ2154'
 HZ2154'STATION MARK AND AZIMUTH MARK RECOVERED USING 1947 DESCRIPTION.
 HZ2154'
 HZ2154'STATION MARK IS 6 INCHES UNDERGROUND.
 HZ2154
 HZ2154                          STATION RECOVERY (2008)
 HZ2154
 HZ2154'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WJC)
 HZ2154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2242 ***********************************************************************
 LB2242  DESIGNATION -  AMBIA MUNICIPAL TANK
 LB2242  PID         -  LB2242
 LB2242  STATE/COUNTY-  IN/BENTON
 LB2242  COUNTRY     -  US
 LB2242  USGS QUAD   -  AMBIA (2019)
 LB2242
 LB2242                         *CURRENT SURVEY CONTROL
 LB2242  ______________________________________________________________________
 LB2242* NAD 83(1997) POSITION- 40 29 24.78736(N) 087 31 11.06225(W)   ADJUSTED
 LB2242  ______________________________________________________________________
 LB2242  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 LB2242  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 LB2242  HORZ ORDER      -  THIRD
 LB2242
 LB2242.The horizontal coordinates were established by classical geodetic methods
 LB2242.and adjusted by the National Geodetic Survey in May 1999.
 LB2242
 LB2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2242.GEOID18 height accuracy estimate available here.
 LB2242
 LB2242.Click photographs - Photos may exist for this station.
 LB2242
 LB2242.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2242
 LB2242. The following values were computed from the NAD 83(1997) position.
 LB2242
 LB2242;                    North         East     Units Scale Factor Converg.
 LB2242;SPC IN W     -   582,040.878   863,002.628   MT  0.99998351   -0 17 00.1
 LB2242;SPC IN W     - 1,909,579.11  2,831,367.79   sFT  0.99998351   -0 17 00.1
 LB2242;UTM  16      - 4,482,298.730   455,953.975   MT  0.99962388   -0 20 14.9
 LB2242
 LB2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5595382298(NAD 83)
 LB2242
 LB2242                          SUPERSEDED SURVEY CONTROL
 LB2242
 LB2242  NAD 83(1986)-  40 29 24.79612(N)    087 31 11.07026(W) AD(       ) 3
 LB2242  NAD 27      -  40 29 24.66200(N)    087 31 10.99900(W) AD(       ) 3
 LB2242
 LB2242.Superseded values are not recommended for survey control.
 LB2242
 LB2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2242.See file dsdata.pdf to determine how the superseded data were derived.
 LB2242
 LB2242_MARKER: 53 = ELEVATED TANK
 LB2242
 LB2242  HISTORY     - Date     Condition        Report By
 LB2242  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2242
 LB2242                          STATION DESCRIPTION
 LB2242
 LB2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2242'STATION IS THE FINIAL ON THE APEX OF THE AMBIA MUNICIPAL WATER
 LB2242'TANK, LOCATED ABOUT 2 BLOCKS WEST OF THE CENTER OF TOWN.  IT IS AN
 LB2242'ALL STEEL 4 LEGGED STRUCTURE WITH A FEED PIPE EXTENDING UP TO THE
 LB2242'CENTER OF TANK.  THE HEIGHT OF THE STRUCTURE IS ABOUT 110 FEET AND
 LB2242'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 LB2242'
 LB2242'HEIGHT WAS DETERMINED BY HAND LEVEL.  RECORDED IN VOL. 15 PAGE 39.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2309 ***********************************************************************
 LB2309  DESIGNATION -  AMBIA TRUNKLINE MWV KSI 942
 LB2309  PID         -  LB2309
 LB2309  STATE/COUNTY-  IN/BENTON
 LB2309  COUNTRY     -  US
 LB2309  USGS QUAD   -  STOCKLAND (2018)
 LB2309
 LB2309                         *CURRENT SURVEY CONTROL
 LB2309  ______________________________________________________________________
 LB2309* NAD 83(1997) POSITION- 40 31 18.82307(N) 087 30 58.24926(W)   ADJUSTED
 LB2309  ______________________________________________________________________
 LB2309  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 LB2309  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 LB2309  HORZ ORDER      -  THIRD
 LB2309
 LB2309.The horizontal coordinates were established by classical geodetic methods
 LB2309.and adjusted by the National Geodetic Survey in May 1999.
 LB2309
 LB2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2309.GEOID18 height accuracy estimate available here.
 LB2309
 LB2309.Click photographs - Photos may exist for this station.
 LB2309
 LB2309.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2309
 LB2309. The following values were computed from the NAD 83(1997) position.
 LB2309
 LB2309;                    North         East     Units Scale Factor Converg.
 LB2309;SPC IN W     -   585,556.797   863,321.626   MT  0.99998322   -0 16 52.5
 LB2309;SPC IN W     - 1,921,114.26  2,832,414.37   sFT  0.99998322   -0 16 52.5
 LB2309;UTM  16      - 4,485,813.082   456,276.178   MT  0.99962353   -0 20 07.4
 LB2309
 LB2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5627685813(NAD 83)
 LB2309
 LB2309                          SUPERSEDED SURVEY CONTROL
 LB2309
 LB2309  NAD 83(1986)-  40 31 18.83150(N)    087 30 58.25707(W) AD(       ) 3
 LB2309  NAD 27      -  40 31 18.70048(N)    087 30 58.17909(W) AD(       ) 3
 LB2309
 LB2309.Superseded values are not recommended for survey control.
 LB2309
 LB2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2309.See file dsdata.pdf to determine how the superseded data were derived.
 LB2309
 LB2309_MARKER: 44 = MICROWAVE MAST
 LB2309
 LB2309  HISTORY     - Date     Condition        Report By
 LB2309  HISTORY     - 1969     FIRST OBSERVED   CGS
 LB2309
 LB2309                          STATION DESCRIPTION
 LB2309
 LB2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2309'THE STATION IS THE RED LIGHT ATOP THE AMBIA, TRUNKLINE GAS COMPANY
 LB2309'MICROWAVE KSI 942 THAT IS LOCATED 2 MILES NORTH OF AMBIA AND 1.5
 LB2309'MILES EAST OF THE ILLINOIS-INDIANA STATE LINE.  THE MAST IS
 LB2309'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 LB2309'AND WHITE WITH TWO DISH SHAPED ANTENNAS LOCATED NEAR THE TOP.  IT
 LB2309'IS 314 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2405 ***********************************************************************
 LB2405  DESIGNATION -  AMERICA
 LB2405  PID         -  LB2405
 LB2405  STATE/COUNTY-  IN/CASS
 LB2405  COUNTRY     -  US
 LB2405  USGS QUAD   -  YOUNG AMERICA (2019)
 LB2405
 LB2405                         *CURRENT SURVEY CONTROL
 LB2405  ______________________________________________________________________
 LB2405* NAD 83(1997) POSITION- 40 34 10.12050(N) 086 17 57.74740(W)   ADJUSTED
 LB2405* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 LB2405  ______________________________________________________________________
 LB2405  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LB2405  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 LB2405  HORZ ORDER      -  SECOND
 LB2405
 LB2405.The horizontal coordinates were established by classical geodetic methods
 LB2405.and adjusted by the National Geodetic Survey in May 1999.
 LB2405
 LB2405.The orthometric height was scaled from a topographic map.
 LB2405
 LB2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2405.GEOID18 height accuracy estimate available here.
 LB2405
 LB2405.Click photographs - Photos may exist for this station.
 LB2405
 LB2405.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2405
 LB2405. The following values were computed from the NAD 83(1997) position.
 LB2405
 LB2405;                    North         East     Units Scale Factor Converg.
 LB2405;SPC IN E     -   590,942.814    46,423.777   MT  1.00000198   -0 24 41.4
 LB2405;SPC IN E     - 1,938,784.88    152,308.68   sFT  1.00000198   -0 24 41.4
 LB2405;SPC IN W     -   591,045.799   966,383.960   MT  1.00002089   +0 30 35.6
 LB2405;SPC IN W     - 1,939,122.76  3,170,544.71   sFT  1.00002089   +0 30 35.6
 LB2405;UTM  16      - 4,491,202.647   559,305.661   MT  0.99964329   +0 27 20.4
 LB2405
 LB2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2405!SPC IN E     -   0.99996791  x   1.00000198  =   0.99996989
 LB2405!SPC IN W     -   0.99996791  x   1.00002089  =   0.99998880
 LB2405!UTM  16      -   0.99996791  x   0.99964329  =   0.99961121
 LB2405
 LB2405:                Primary Azimuth Mark                     Grid Az
 LB2405:SPC IN E     -  AMERICA AZ MK                            264 30 30.1
 LB2405:SPC IN W     -  AMERICA AZ MK                            263 35 13.1
 LB2405:UTM  16      -  AMERICA AZ MK                            263 38 28.3
 LB2405
 LB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5930591202(NAD 83)
 LB2405
 LB2405|---------------------------------------------------------------------|
 LB2405| PID    Reference Object                     Distance      Geod. Az  |
 LB2405|                                                           dddmmss.s |
 LB2405| LB2392 WALTON MUNICIPAL TANK               APPROX.11.2 KM 0260146.2 |
 LB2405| CC7723 AMERICA RM 1                         26.858 METERS 06425     |
 LB2405| LB2381 GALVESTON MUNICIPAL TANK            APPROX. 9.6 KM 0844423.4 |
 LB2405| CC7724 AMERICA RM 2                         34.570 METERS 13614     |
 LB2405| CC7722 AMERICA AZ MK                                      2640548.7 |
 LB2405|---------------------------------------------------------------------|
 LB2405
 LB2405                          SUPERSEDED SURVEY CONTROL
 LB2405
 LB2405  NAD 83(1986)-  40 34 10.12559(N)    086 17 57.75909(W) AD(       ) 2
 LB2405  NAD 27      -  40 34 09.98680(N)    086 17 57.76620(W) AD(       ) 2
 LB2405
 LB2405.Superseded values are not recommended for survey control.
 LB2405
 LB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2405.See file dsdata.pdf to determine how the superseded data were derived.
 LB2405
 LB2405_MARKER: DS = TRIANGULATION STATION DISK
 LB2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2405_STAMPING: AMERICA 1954
 LB2405_MARK LOGO: CGS
 LB2405_PROJECTION: FLUSH
 LB2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2405+STABILITY: SURFACE MOTION
 LB2405
 LB2405  HISTORY     - Date     Condition        Report By
 LB2405  HISTORY     - 1954     MONUMENTED       CGS
 LB2405
 LB2405                          STATION DESCRIPTION
 LB2405
 LB2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2405'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 LB2405'STATE HIGHWAY 18 AND A GRAVEL ROAD, ABOUT 5-1/2 MILES WEST OF
 LB2405'GALVESTON AND IS ON ROAD RIGHT-OF-WAY.  IT IS 126 FEET NORTHEAST OF
 LB2405'THE INTERSECTION, 115 FEET NORTH OF THE CENTER OF A
 LB2405'GRAVEL ROAD, 81 FEET WEST OF A FENCE LINE AND 73 FEET EAST OF THE
 LB2405'CENTER OF HIGHWAY 18.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2405'AMERICA 1954.
 LB2405'
 LB2405'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1
 LB2405'FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2405'IS STAMPED AMERICA NO 1 1954.
 LB2405'
 LB2405'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF AN EIGHT INCH MULBERRY TREE
 LB2405'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2405'DISK IS STAMPED AMERICA NO 2 1954.
 LB2405'
 LB2405'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 3 FEET
 LB2405'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE
 LB2405'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AMERICA 1954.
 LB2405'
 LB2405'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2405'HIGHWAY 18 IN GALVESTON, GO WEST ON HIGHWAY 18 FOR 6.05 MILE TO THE
 LB2405'STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 18 FOR
 LB2405'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2405'
 LB2405'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2647 ***********************************************************************
 LB2647  DESIGNATION -  AMERICUS
 LB2647  PID         -  LB2647
 LB2647  STATE/COUNTY-  IN/TIPPECANOE
 LB2647  COUNTRY     -  US
 LB2647  USGS QUAD   -  BROOKSTON (2019)
 LB2647
 LB2647                         *CURRENT SURVEY CONTROL
 LB2647  ______________________________________________________________________
 LB2647* NAD 83(1997) POSITION- 40 31 06.76692(N) 086 45 18.67813(W)   ADJUSTED
 LB2647* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 LB2647  ______________________________________________________________________
 LB2647  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LB2647  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 LB2647  HORZ ORDER      -  SECOND
 LB2647
 LB2647.The horizontal coordinates were established by classical geodetic methods
 LB2647.and adjusted by the National Geodetic Survey in May 1999.
 LB2647
 LB2647.The orthometric height was scaled from a topographic map.
 LB2647
 LB2647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2647.GEOID18 height accuracy estimate available here.
 LB2647
 LB2647.Click photographs - Photos may exist for this station.
 LB2647
 LB2647.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2647
 LB2647. The following values were computed from the NAD 83(1997) position.
 LB2647
 LB2647;                    North         East     Units Scale Factor Converg.
 LB2647;SPC IN W     -   585,146.645   927,807.550   MT  0.99997618   +0 12 47.5
 LB2647;SPC IN W     - 1,919,768.62  3,043,981.94   sFT  0.99997618   +0 12 47.5
 LB2647;UTM  16      - 4,485,342.163   520,738.130   MT  0.99960529   +0 09 32.6
 LB2647
 LB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2647!SPC IN W     -   0.99997350  x   0.99997618  =   0.99994968
 LB2647!UTM  16      -   0.99997350  x   0.99960529  =   0.99957880
 LB2647
 LB2647:                Primary Azimuth Mark                     Grid Az
 LB2647:SPC IN W     -  AMERICUS AZ MK                           336 51 33.2
 LB2647:UTM  16      -  AMERICUS AZ MK                           336 54 48.1
 LB2647
 LB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2073885342(NAD 83)
 LB2647
 LB2647|---------------------------------------------------------------------|
 LB2647| PID    Reference Object                     Distance      Geod. Az  |
 LB2647|                                                           dddmmss.s |
 LB2647| CC7726 AMERICUS RM 1                        23.592 METERS 16256     |
 LB2647| CC7727 AMERICUS RM 2                        25.762 METERS 27134     |
 LB2647| CC7725 AMERICUS AZ MK                                     3370420.7 |
 LB2647|---------------------------------------------------------------------|
 LB2647
 LB2647                          SUPERSEDED SURVEY CONTROL
 LB2647
 LB2647  NAD 83(1986)-  40 31 06.77316(N)    086 45 18.68957(W) AD(       ) 2
 LB2647  NAD 27      -  40 31 06.64280(N)    086 45 18.66150(W) AD(       ) 2
 LB2647
 LB2647.Superseded values are not recommended for survey control.
 LB2647
 LB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2647.See file dsdata.pdf to determine how the superseded data were derived.
 LB2647
 LB2647_MARKER: DS = TRIANGULATION STATION DISK
 LB2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2647_STAMPING: AMERICUS 1948
 LB2647_MARK LOGO: CGS
 LB2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2647+STABILITY: SURFACE MOTION
 LB2647
 LB2647  HISTORY     - Date     Condition        Report By
 LB2647  HISTORY     - 1948     MONUMENTED       CGS
 LB2647  HISTORY     - 1990     GOOD             USPSQD
 LB2647  HISTORY     - 20090327 GOOD             INDOT
 LB2647
 LB2647                          STATION DESCRIPTION
 LB2647
 LB2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2647'THE STATION IS LOCATED 6 MILES SOUTHWEST OF DELPHI AND 0.5 MILE
 LB2647'SOUTHEAST OF AMERICUS ON PROPERTY OWNED BY MR. VELDA DUBES.  IT IS
 LB2647'320 FEET EAST OF A T-ROAD INTERSECTION, 50 FEET SOUTH OF THE CENTER
 LB2647'OF A GRAVEL ROAD, 32 FEET NORTH OF A 20 INCH HICKORY TREE, 26 FEET
 LB2647'SOUTHEAST OF A 15 INCH SYCAMORE TREE AND 7 FEET SOUTH OF A
 LB2647'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LB2647'STAMPED AMERICUS 1948.
 LB2647'
 LB2647'REFERENCE MARK NO. 1 IS 77.40 FEET SOUTH OF THE STATION.  IT IS 47
 LB2647'FEET SOUTH OF THE 20 INCH HICKORY TREE.  THE MARK PROJECTS 6 INCHES
 LB2647'AND THE DISK IS STAMPED AMERICUS NO 1 1948.
 LB2647'
 LB2647'REFERENCE MARK NO. 2 IS 84.52 FEET WEST OF THE STATION.  IT IS 50
 LB2647'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS 6
 LB2647'INCHES AND THE DISK IS STAMPED AMERICUS NO 2 1948.
 LB2647'
 LB2647'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 96 FEET
 LB2647'EAST OF THE NORTHEAST CORNER OF A BARN, 15 FEET EAST OF THE CENTER
 LB2647'OF A GRAVEL ROAD, 6 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2647'WEST OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LB2647'STAMPED AMERICUS 1948.
 LB2647'
 LB2647'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 39 AND
 LB2647'25 IN THE WEST SECTION OF DELPHI GO SOUTHWEST ON HIGHWAY 25 FOR 6.2
 LB2647'MILES TO AMERICUS AND A GRAVEL T-ROAD LEFT, TURN LEFT AND GO SOUTH
 LB2647'ON THE GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LB2647'DESCRIBED, CONTINUE FOR 0.25 MILE TO A GRAVEL T-ROAD LEFT TURN
 LB2647'LEFT AND GO 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2647'
 LB2647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2647
 LB2647                          STATION RECOVERY (1990)
 LB2647
 LB2647'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 LB2647'RECOVERED IN GOOD CONDITION.
 LB2647
 LB2647                          STATION RECOVERY (2009)
 LB2647
 LB2647'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2395 ***********************************************************************
 LB2395  CBN         -  This is a Cooperative Base Network Control Station.
 LB2395  DESIGNATION -  ANCHOR
 LB2395  PID         -  LB2395
 LB2395  STATE/COUNTY-  IN/CASS
 LB2395  COUNTRY     -  US
 LB2395  USGS QUAD   -  ANOKA (2019)
 LB2395
 LB2395                         *CURRENT SURVEY CONTROL
 LB2395  ______________________________________________________________________
 LB2395* NAD 83(2011) POSITION- 40 43 05.74364(N) 086 16 47.61258(W)   ADJUSTED
 LB2395* NAD 83(2011) ELLIP HT-   186.974 (meters)        (06/27/12)   ADJUSTED
 LB2395* NAD 83(2011) EPOCH   -  2010.00
 LB2395* NAVD 88 ORTHO HEIGHT -   221.2   (meters)      726.    (feet) GPS OBS
 LB2395  ______________________________________________________________________
 LB2395  NAVD 88 orthometric height was determined with geoid model    GEOID96
 LB2395  GEOID HEIGHT    -        -34.191 (meters)                     GEOID96
 LB2395  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LB2395  NAD 83(2011) X  -    314,109.301 (meters)                     COMP
 LB2395  NAD 83(2011) Y  - -4,831,000.075 (meters)                     COMP
 LB2395  NAD 83(2011) Z  -  4,138,881.956 (meters)                     COMP
 LB2395  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2395
 LB2395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2395  Standards:
 LB2395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2395  -------------------------------------------------------------------
 LB2395  NETWORK    0.83   1.82           0.39   0.26   0.93     -0.05079013
 LB2395  -------------------------------------------------------------------
 LB2395  Click here for local accuracies and other accuracy information.
 LB2395
 LB2395.The horizontal coordinates were established by GPS observations
 LB2395.and adjusted by the National Geodetic Survey in June 2012.
 LB2395
 LB2395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2395.been affixed to the stable North American tectonic plate. See 
 LB2395.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2395
 LB2395.The horizontal coordinates are valid at the epoch date displayed above
 LB2395.which is a decimal equivalence of Year/Month/Day.
 LB2395
 LB2395.The orthometric height was determined by GPS observations and a
 LB2395.high-resolution geoid model.
 LB2395
 LB2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2395.GEOID18 height accuracy estimate available here.
 LB2395
 LB2395.Click photographs - Photos may exist for this station.
 LB2395
 LB2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2395
 LB2395.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2395
 LB2395.The ellipsoidal height was determined by GPS observations
 LB2395.and is referenced to NAD 83.
 LB2395
 LB2395. The following values were computed from the NAD 83(2011) position.
 LB2395
 LB2395;                    North         East     Units Scale Factor Converg.
 LB2395;SPC IN E     -   607,452.787    48,188.651   MT  0.99999970   -0 24 00.1
 LB2395;SPC IN E     - 1,992,951.35    158,098.93   sFT  0.99999970   -0 24 00.1
 LB2395;SPC IN W     -   607,582.405   967,882.746   MT  1.00002336   +0 31 26.9
 LB2395;SPC IN W     - 1,993,376.61  3,175,461.98   sFT  1.00002336   +0 31 26.9
 LB2395;UTM  16      - 4,507,731.581   560,819.541   MT  0.99964553   +0 28 11.2
 LB2395
 LB2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2395!SPC IN E     -   0.99997067  x   0.99999970  =   0.99997037
 LB2395!SPC IN W     -   0.99997067  x   1.00002336  =   0.99999403
 LB2395!UTM  16      -   0.99997067  x   0.99964553  =   0.99961621
 LB2395
 LB2395:                Primary Azimuth Mark                     Grid Az
 LB2395:SPC IN E     -  ANCHOR AZ MK                             330 02 17.8
 LB2395:SPC IN W     -  ANCHOR AZ MK                             329 06 50.8
 LB2395:UTM  16      -  ANCHOR AZ MK                             329 10 06.5
 LB2395
 LB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6081907731(NAD 83)
 LB2395
 LB2395|---------------------------------------------------------------------|
 LB2395| PID    Reference Object                     Distance      Geod. Az  |
 LB2395|                                                           dddmmss.s |
 LB2395| LB0067 ANOKA                                29.432 METERS 05803     |
 LB2395| CC7729 ANCHOR RM 1                          26.106 METERS 13349     |
 LB2395| LB2392 WALTON MUNICIPAL TANK               APPROX. 7.3 KM 1532443.0 |
 LB2395| LB2412 LOGANSPORT ST MENTAL HOSP TANK      APPROX.10.3 KM 2841516.4 |
 LB2395| LB2427 LOGANSPORT ST JOSEPH CH SPIRE       APPROX. 8.4 KM 2964529.3 |
 LB2395| LB2432 LOGANSPORT W HEPPE AND SON STK      APPROX. 7.8 KM 2982436.9 |
 LB2395| LB2428 LOGANSPORT MUN PWR PLT STK          APPROX. 8.2 KM 3033947.8 |
 LB2395| CC7728 ANCHOR AZ MK                                       3293817.7 |
 LB2395|---------------------------------------------------------------------|
 LB2395
 LB2395                          SUPERSEDED SURVEY CONTROL
 LB2395
 LB2395  NAD 83(2007)-  40 43 05.74372(N)    086 16 47.61346(W) AD(2002.00) 0
 LB2395  ELLIP H (02/10/07)  186.996  (m)                       GP(2002.00)    
 LB2395  NAD 83(1997)-  40 43 05.74368(N)    086 16 47.61315(W) AD(       ) B
 LB2395  ELLIP H (04/10/98)  187.023  (m)                       GP(       ) 4 1
 LB2395  NAD 83(1986)-  40 43 05.74388(N)    086 16 47.62207(W) AD(       ) 3
 LB2395  NAD 27      -  40 43 05.60340(N)    086 16 47.63780(W) AD(       ) 3
 LB2395
 LB2395.Superseded values are not recommended for survey control.
 LB2395
 LB2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2395.See file dsdata.pdf to determine how the superseded data were derived.
 LB2395
 LB2395_MARKER: DS = TRIANGULATION STATION DISK
 LB2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2395_STAMPING: ANCHOR 1948
 LB2395_MARK LOGO: CGS
 LB2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2395+STABILITY: SURFACE MOTION
 LB2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2395+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 LB2395
 LB2395  HISTORY     - Date     Condition        Report By
 LB2395  HISTORY     - 1948     MONUMENTED       CGS
 LB2395  HISTORY     - 19970808 GOOD             SEC
 LB2395
 LB2395                          STATION DESCRIPTION
 LB2395
 LB2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2395'THE STATION IS LOCATED 5 MILES SOUTHEAST OF LOGANSPORT, 4 MILES
 LB2395'NORTHWEST OF WALTON AND 0.7 MILE SOUTHEAST OF ANOKA SIGNAL TOWER.
 LB2395'IT IS 450 FEET NORTHWEST OF A PENNSYLVANIA RAIL ROAD UNDER-PASS, 145
 LB2395'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 80 FEET EAST OF
 LB2395'THE CENTER OF U. S. HIGHWAY 35 AND 68 FEET WEST OF THE WEST RAIL
 LB2395'OF THE RAIL ROAD TRACK.  THE MARK PROJECTS 8 INCHES AND THE DISK
 LB2395'IS STAMPED ANCHOR 1948.
 LB2395'
 LB2395'REFERENCE MARK NO. 1 IS 85.65 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2395'111 FEET EAST OF THE CENTER OF THE HIGHWAY, 43 WEST OF THE WEST RAIL
 LB2395'OF THE RAIL ROAD TRACK AND 2 FEET WEST OF A WHITE WITNESS POST.
 LB2395'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ANCHOR NO 1
 LB2395'1948.
 LB2395'
 LB2395'FIRST ORDER TRAVERSE STATION ANOKA 1920 IS 96.56 FEET NORTHEAST OF
 LB2395'THE STATION AND WAS USED AS A REFERENCE MARK.  IT IS 51 FEET
 LB2395'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 23 FEET EAST OF
 LB2395'THE EAST RAIL OF THE RAIL ROAD TRACK.  THE MARK PROJECTS 6 INCHES AND
 LB2395'THE DISK IS STAMPED ANOKA 1920.
 LB2395'
 LB2395'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 81 FEET
 LB2395'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 79 FEET SOUTHWEST OF THE
 LB2395'CENTER OF THE HIGHWAY 3 FEET SOUTHEAST OF A POWER LINE POLE AND A
 LB2395'WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK
 LB2395'PROJECTS 6 INCHES AND THE DISK IS STAMPED ANCHOR 1948.
 LB2395'
 LB2395'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2395'HIGHWAY 29 IN THE SOUTH SECTION OF LOGANSPORT GO SOUTHEAST ON
 LB2395'HIGHWAY 35 FOR 4.95 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 LB2395'DESCRIBED, CONTINUE FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 LB2395'DESCRIBED.
 LB2395'
 LB2395'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2395
 LB2395                          STATION RECOVERY (1997)
 LB2395
 LB2395'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB2395'STATION WAS RECOVERED IN FAIR CONDITION.  THE STATION DISK IS MISSING.
 LB2395'THE DISK SHAFT REMAINS AND MONUMENT IS IN GOOD SHAPE.  IT IS LOCATED
 LB2395'ABOUT 5 MI (8.0 KM) SOUTHEAST OF LOGANSPORT, 4 MI (6.4 KM) NORTHWEST
 LB2395'OF WALTON.  FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE HIGHWAY 29,
 LB2395'GO SOUTHEAST ON HIGHWAY 35 FOR 5.25 MI (8.45 KM) TO THE STATION, ON
 LB2395'THE EAST RIGHT-OF-WAY OF HIGHWAY.  THE STATION IS 24.3 M (79.7 FT)
 LB2395'EAST FROM THE CENTERLINE OF HIGHWAY, 20.9 M (68.6 FT) WEST OF THE WEST
 LB2395'RAIL OF RAILROAD, AZIMUTH 145 DEGREES 137.161 M (450.002 FT) TO
 LB2395'RAILROAD UNDERPASS, AZIMUTH 76.951 M (252.463 FT) TO POWER POLE,
 LB2395'AZIMUTH 275 DEGREES 53.251 M (174.708 FT) TO POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1286 ***********************************************************************
 LA1286  DESIGNATION -  ANDERSON
 LA1286  PID         -  LA1286
 LA1286  STATE/COUNTY-  IN/MADISON
 LA1286  COUNTRY     -  US
 LA1286  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1286
 LA1286                         *CURRENT SURVEY CONTROL
 LA1286  ______________________________________________________________________
 LA1286* NAD 83(2011) POSITION- 40 06 40.30136(N) 085 39 27.80281(W)   NO CHECK
 LA1286* NAD 83(2011) ELLIP HT-   237.995 (meters)        (06/27/12)   NO CHECK
 LA1286* NAD 83(2011) EPOCH   -  2010.00
 LA1286* NAVD 88 ORTHO HEIGHT -   272.015 (meters)      892.44  (feet) ADJUSTED
 LA1286  ______________________________________________________________________
 LA1286  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 LA1286  NAD 83(2011) X  -    369,861.119 (meters)                     COMP
 LA1286  NAD 83(2011) Y  - -4,870,922.156 (meters)                     COMP
 LA1286  NAD 83(2011) Z  -  4,087,589.239 (meters)                     COMP
 LA1286  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 LA1286  DYNAMIC HEIGHT  -        271.869 (meters)      891.96  (feet) COMP
 LA1286  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 LA1286
 LA1286  VERT ORDER      -  FIRST     CLASS II
 LA1286
 LA1286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1286  Standards:
 LA1286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1286  -------------------------------------------------------------------
 LA1286  NETWORK    0.93   2.67           0.43   0.31   1.36      0.00706427
 LA1286  -------------------------------------------------------------------
 LA1286  Click here for local accuracies and other accuracy information.
 LA1286
 LA1286.The horizontal coordinates were established by GPS observations
 LA1286.and adjusted by the National Geodetic Survey in June 2012.
 LA1286
 LA1286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1286.been affixed to the stable North American tectonic plate. See 
 LA1286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1286
 LA1286.The horizontal coordinates are valid at the epoch date displayed above
 LA1286.which is a decimal equivalence of Year/Month/Day.
 LA1286
 LA1286.No horizontal observational check was made to the station.
 LA1286
 LA1286.The orthometric height was determined by differential leveling and
 LA1286.adjusted by the NATIONAL GEODETIC SURVEY
 LA1286.in June 1991.
 LA1286
 LA1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1286.GEOID18 height accuracy estimate available here.
 LA1286
 LA1286.Click photographs - Photos may exist for this station.
 LA1286
 LA1286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1286
 LA1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1286
 LA1286.The ellipsoidal height was determined by GPS observations
 LA1286.and is referenced to NAD 83.
 LA1286
 LA1286.The dynamic height is computed by dividing the NAVD 88
 LA1286.geopotential number by the normal gravity value computed on the
 LA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1286.degrees latitude (g = 980.6199 gals.).
 LA1286
 LA1286.The modeled gravity was interpolated from observed gravity values.
 LA1286
 LA1286. The following values were computed from the NAD 83(2011) position.
 LA1286
 LA1286;                    North         East     Units Scale Factor Converg.
 LA1286;SPC IN E     -   539,863.859   100,762.468   MT  0.99996667   +0 00 20.7
 LA1286;SPC IN E     - 1,771,203.34    330,584.86   sFT  0.99996667   +0 00 20.7
 LA1286;UTM  16      - 4,440,962.249   614,392.097   MT  0.99976109   +0 51 53.6
 LA1286
 LA1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1286!SPC IN E     -   0.99996267  x   0.99996667  =   0.99992934
 LA1286!UTM  16      -   0.99996267  x   0.99976109  =   0.99972376
 LA1286
 LA1286:                Primary Azimuth Mark                     Grid Az
 LA1286:SPC IN E     -  ANDERSON AZ MK                           263 05 55.0
 LA1286:UTM  16      -  ANDERSON AZ MK                           262 14 22.1
 LA1286
 LA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1439240962(NAD 83)
 LA1286
 LA1286|---------------------------------------------------------------------|
 LA1286| PID    Reference Object                     Distance      Geod. Az  |
 LA1286|                                                           dddmmss.s |
 LA1286| LA1288 ANDERSON RM 2                        48.518 METERS 01659     |
 LA1286| LA2129 CHESTERFIELD MUNICIPAL TANK         APPROX. 5.1 KM 0921630.6 |
 LA1286| LA2132 ANDERSON DELCO REMY CO STACK        APPROX. 2.4 KM 2032827.3 |
 LA1286| LA2133 ANDERSON DELCO REMY CO TANK         APPROX. 2.3 KM 2050938.0 |
 LA1286| LA2136 ANDERSON MUN POWER PLANT STACK      APPROX. 1.5 KM 2435812.7 |
 LA1286| LA2135 ANDERSON ST MARYS CATH CHURCH       APPROX. 1.7 KM 2462605.9 |
 LA1286| LA2137 ANDERSON MADISON CO CTHSE DOME      APPROX. 1.8 KM 2570402.5 |
 LA1286| LA1285 ANDERSON AZ MK                                     2630615.7 |
 LA1286| LA1287 ANDERSON RM 1                        37.734 METERS 27019     |
 LA1286| LA2138 ANDERSON IND RR SHOPS S STACK       APPROX. 2.1 KM 3033332.7 |
 LA1286| LA2134 ANDERSON IND RR SHOPS N STACK       APPROX. 2.1 KM 3054554.1 |
 LA1286|---------------------------------------------------------------------|
 LA1286
 LA1286                          SUPERSEDED SURVEY CONTROL
 LA1286
 LA1286  NAD 83(2007)-  40 06 40.30145(N)    085 39 27.80380(W) AD(2002.00) 0
 LA1286  ELLIP H (02/10/07)  238.022  (m)                       GP(2002.00)    
 LA1286  NAD 83(1997)-  40 06 40.30158(N)    085 39 27.80350(W) AD(       ) 1
 LA1286  ELLIP H (11/27/02)  238.037  (m)                       GP(       ) 4 1
 LA1286  NAD 83(1997)-  40 06 40.30144(N)    085 39 27.80361(W) AD(       ) 1
 LA1286  ELLIP H (03/18/02)  238.039  (m)                       GP(       ) 4 1
 LA1286  NAD 83(1997)-  40 06 40.30067(N)    085 39 27.80610(W) AD(       ) 1
 LA1286  NAD 83(1995)-  40 06 40.30121(N)    085 39 27.81902(W) AD(       ) 1
 LA1286  NAD 83(1986)-  40 06 40.30259(N)    085 39 27.82012(W) AD(       ) 1
 LA1286  NAD 27      -  40 06 40.14400(N)    085 39 27.91500(W) AD(       ) 1
 LA1286  NAVD 88             272.01   (m)          892.4    (f) LEVELING    3  
 LA1286  NGVD 29 (??/??/92)  272.155  (m)          892.90   (f) ADJ UNCH    1 2
 LA1286  NGVD 29             272.15   (m)          892.9    (f) LEVELING    3  
 LA1286
 LA1286.Superseded values are not recommended for survey control.
 LA1286
 LA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1286.See file dsdata.pdf to determine how the superseded data were derived.
 LA1286
 LA1286_MARKER: DS = TRIANGULATION STATION DISK
 LA1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1286_STAMPING: ANDERSON 1934
 LA1286_MARK LOGO: CGS
 LA1286_PROJECTION: RECESSED 20 CENTIMETERS
 LA1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1286+STABILITY: SURFACE MOTION
 LA1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1286+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2021
 LA1286
 LA1286  HISTORY     - Date     Condition        Report By
 LA1286  HISTORY     - 1934     MONUMENTED       CGS
 LA1286  HISTORY     - 1946     GOOD             CGS
 LA1286  HISTORY     - 1961     MARK NOT FOUND   CGS
 LA1286  HISTORY     - 1962     MARK NOT FOUND   CGS
 LA1286  HISTORY     - 19800321 GOOD             NGS
 LA1286  HISTORY     - 20010529 GOOD             WOOLPT
 LA1286  HISTORY     - 20211115 GOOD             INDOT
 LA1286
 LA1286                          STATION DESCRIPTION
 LA1286
 LA1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1286'ABOUT 2 MILES NORTHEAST OF THE COURTHOUSE IN ANDERSON, 0.3 MILE EAST
 LA1286'OF THE OLD FOLKS HOME AND CHURCH OF GOD CAMP MEETING GROUNDS, IN THE
 LA1286'NORTHWEST CORNER OF THE INTERSECTION OF EAST 5 STREET AND NURSERY
 LA1286'ROAD, IN THE NORTH EDGE OF THE RIGHT-OF-WAY OF EAST 5 STREET, 30 FEET
 LA1286'NORTH OF THE CENTER LINE OF EAST 5 STREET, 65 FEET WEST OF THE NURSERY
 LA1286'ROAD, 1 FOOT SOUTH OF FENCE LINE, AND IS FLUSH WITH THE GROUND.
 LA1286'
 LA1286'TO REACH FROM THE COURTHOUSE, GO NORTH ON STATE HIGHWAY 9 FOR ABOUT
 LA1286'1.5 MILES TO A T PAVED ROAD LEADING EAST, THENCE EAST 0.9 MILE TO T
 LA1286'GRAVEL ROAD LEADING SOUTH, THENCE SOUTH 0.6 MILE TO EAST 5 STREET, AND
 LA1286'STATION.
 LA1286'
 LA1286'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LA1286'CONCRETE.
 LA1286'
 LA1286'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 30 FEET NORTH OF EAST 5
 LA1286'STREET, 1 FOOT SOUTH OF FENCE LINE, AND IS FLUSH WITH THE GROUND.
 LA1286'
 LA1286'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT WEST OF
 LA1286'FENCE LINE, 12 FEET WEST OF NURSERY ROAD, ABOUT 150 FEET NORTH OF
 LA1286'FENCE LINE, AND PROJECTS 8 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 LA1286'MARKS IS 228.0 FEET.
 LA1286'
 LA1286'AZIMUTH MARK IS WEST OF THE STATION, 115 FEET EAST OF THE OLD FOLKS
 LA1286'HOME, 10 FEET EAST OF DRIVE, 3 FEET NORTH OF THE WEST END OF THE SOUTH
 LA1286'BACK-STOP OF THE TENNIS COURTS, 115 FEET SOUTH OF EAST 5 STREET, AND
 LA1286'PROJECTS 8 INCHES.
 LA1286
 LA1286                          STATION RECOVERY (1946)
 LA1286
 LA1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LA1286'AT ANDERSON.
 LA1286'IN THE NORTHEAST PART OF ANDERSON, AT THE INTERSECTION OF EAST
 LA1286'5TH STREET AND NURSERT ROAD, 29 FEET NORTH OF THE CENTER LINE
 LA1286'OF EAST 5TH STREET, 62 FEET WEST OF THE CENTER LINE OF NURSERY
 LA1286'ROAD, 47 FEET WEST OF A FIRE HYDRANT, 1.2 FEET SOUTH OF THE
 LA1286'FENCE LINE, ABOUT LEVEL WITH THE STREETS, AND SET IN THE TOP OF A
 LA1286'CONCRETE POST SET FLUSH WITH THE GROUND.
 LA1286
 LA1286                          STATION RECOVERY (1961)
 LA1286
 LA1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EJD)
 LA1286'R.M. 1 HAS BEEN DESTROYED DUE TO STREET CONSTRUCTION.
 LA1286
 LA1286                          STATION RECOVERY (1962)
 LA1286
 LA1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 LA1286'ONLY THE AZIMUTH MARK WAS RECOVERED.  IT WAS FOUND IN GOOD CONDITION
 LA1286'AND AS ORIGINALLY DESCRIBED AS A BENCH MARK.  THE TRIANGULATION
 LA1286'STATION DESCRIPTION WAS NOT AVAILABLE TO THE PRESENT WRITER, BUT THE
 LA1286'BENCH MARK DESCRIPTIONS EVIDENTLY WRITTEN IN 1946 TOGETHER WITH A
 LA1286'LETTER TO THE DIRECTOR FROM MR. EDWIN J. DENMAN, CITY ENGINEER OF
 LA1286'ANDERSON, ON 13 JUNE 1961 INDICATE THAT THE STATION SURFACE MARK AND
 LA1286'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE DESCRIBED LOCATION OF
 LA1286'THE STATION MARK IS NOW OCCUPIED BY A CONCRETE SIDEWALK, AND IT IS
 LA1286'BELIEVED HIGHLY PROBABLE THAT THE SUBSURFACE MARK REMAINS UNDISTURBED.
 LA1286'
 LA1286'THE AZIMUTH MARK STAMPED ANDERSON AZIMUTH 1934, PROJECTS 10 INCHES, IS
 LA1286'IN THE NE PART OF THE CITY OF ANDERSON, ON THE CAMPUS OF ANDERSON
 LA1286'COLLEGE, 0.25 MILE W OF NURSERY ROAD, 132 FEET S OF CENTER LINE OF
 LA1286'EAST FIFTH STREET, 123 FEET E OF NE CORNER OF EAST HALL DORMITORY, 8
 LA1286'FEET E OF CENTER LINE OF A DRIVEWAY, 8-1/2 FEET W OF W EDGE OF
 LA1286'CONCRETE TENNIS COURT, AND 2.5 FEET N OF PROJECTED LINE OF S EDGE OF
 LA1286'THE SAID COURT.
 LA1286
 LA1286                          STATION RECOVERY (1980)
 LA1286
 LA1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LA1286'STATION MARK AND RM 1 FOUND IN GOOD CONDITION.  RM 2 NOT RECOVERED AND
 LA1286'ASSUMED COVERED BY PAVING MATERIAL.  THE AZIMUTH MARK NOT RECOVERED BY
 LA1286'THIS PARTY.  IT WAS REPORTED TO HAVE BEEN DESTROYED BY ONE OF THE
 LA1286'CITY, COUNTY ENGINEERS AT ANDERSON.  REFERENCE MARK 3 AND AN AZIMUTH
 LA1286'MARK WAS ESTABLISHED USING ST MARYS CATHOLIC CHURCH SPIRE USED IN
 LA1286'1934.  THE DISTANCE TO RM 1 WAS LONGER BY 0.06 FT (1.83 CM) THE
 LA1286'DIRECTION CHECKED.
 LA1286'
 LA1286'STATION IS LOCATED AT THE NORTH EDGE OF ANDERSON AT THE INTERSECTION
 LA1286'OF NURSERY AND EAST FIFTH STREETS, IN THE SE ANGLE OF THE CHURCH OF
 LA1286'GOD CAMP GROUNDS.  THE STATION MARK DISK IS A STANDARD DISK, STAMPED
 LA1286'---ANDERSON 1934--- .  IT IS SET IN A CONCRETE POST THAT IS PROTECTED
 LA1286'BY A WATER MAIN COVER AND LID OF CAST IRON. IT IS 62 FT (18.9 M) W OF
 LA1286'CENTER LINE OF NURSERY STREET, 22 FT (6.7 M) N OF CENTER LINE OF EAST
 LA1286'FIFTH STREET, 28 FT (8.5 M) WSW OF FIRE HYDRANT, 35.5 FT (10.8 M) SW
 LA1286'OF POWER LINE POLE 140 177 AND 2.5 FT (0.8 M) N OF N EDGE OF CURB OF
 LA1286'EAST FIFTH STREET.  THE MARK IS UNDER THE SIDEWALKS SURFACE 8 INCHES.
 LA1286'
 LA1286'REFEREENCE MARK 1 IS A STANDARD DISK, STAMPED---ANDERSON NO 1 1934---
 LA1286'.  IT IS SET IN A CONCRETE POST THAT IS PROTECTED BY A WATER MAIN
 LA1286'COVER AND LID OF CAST IRON.  IT IS 25.5 FT (7.8 M) ESE OF POWER LINE
 LA1286'POLE AND LIGHT STANDARD NO 140 194, 22 FT (6.7 M) N OF CENTER LINE OF
 LA1286'EAST FIFTH STREET, 2.5 FT (0.8 M) N OF N CURB OF EAST FIFTH STREET.
 LA1286'THE MARK IS UNDERGROUND 8 INCHES.
 LA1286'
 LA1286'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED
 LA1286'---ANDERSON 1934 NO 3 1980--- .  IT IS 80.5 FT (24.5 M) N OF THE FIRE
 LA1286'HYDRANT, 47 FT (14.3 M) N OF POWER LINE POLE NO 140 176, 27.5 FT
 LA1286'(8.4 M) W OF CENETR LINE OF NURSEY STREET AND 10 FT (3.0 M) W OF W
 LA1286'CURBING OF NURSERY STREET.  THE MARK IS FLUSH.
 LA1286'
 LA1286'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ANDERSON 1934 1980--- .  IT
 LA1286'IS SET IN A CONCRETE POST PROTECTED BY AN WATER MAIN COVER AND LID OF
 LA1286'CAST IRON. IT IS LOCATED NEAR THE SOUTH ENTRANCE OF HARTUNG HALL OF
 LA1286'ANDERSON COLLEGE.  70 FT (21.3 M) SE OF THE SE CORNER OF HARTUNG HALL,
 LA1286'60.5 FT (18.4 M) SE OF THE W DOOR OF THE S ENTRANCE TO HARTUNG HALL,
 LA1286'25 FT (7.6 M) N OF THE CENTER LINE OF EAST FIFTH STREET AND 4.5 FT
 LA1286'(1.4 M) N OF THE N CURB OF EAST FIFTH STREET.  THE MARK IS UNDER THE
 LA1286'SIDEWALK
 LA1286
 LA1286                          STATION RECOVERY (2001)
 LA1286
 LA1286'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LA1286'RECOVERED AS DESCRIBED.
 LA1286
 LA1286                          STATION RECOVERY (2021)
 LA1286
 LA1286'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (SM)
 LA1286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1285 ***********************************************************************
 LA1285  DESIGNATION -  ANDERSON AZ MK
 LA1285  PID         -  LA1285
 LA1285  STATE/COUNTY-  IN/MADISON
 LA1285  COUNTRY     -  US
 LA1285  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1285
 LA1285                         *CURRENT SURVEY CONTROL
 LA1285  ______________________________________________________________________
 LA1285* NAD 83(1986) POSITION- 40 06 39.     (N) 085 39 44.     (W)   SCALED
 LA1285* NAVD 88 ORTHO HEIGHT -   272.299 (meters)      893.37  (feet) ADJUSTED
 LA1285  ______________________________________________________________________
 LA1285  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 LA1285  DYNAMIC HEIGHT  -        272.153 (meters)      892.89  (feet) COMP
 LA1285  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LA1285
 LA1285  VERT ORDER      -  FIRST     CLASS II
 LA1285
 LA1285.The horizontal coordinates were scaled from a map and have
 LA1285.an estimated accuracy of +/- 6 seconds.
 LA1285
 LA1285.The orthometric height was determined by differential leveling and
 LA1285.adjusted by the NATIONAL GEODETIC SURVEY
 LA1285.in June 1991.
 LA1285
 LA1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1285.GEOID18 height accuracy estimate available here.
 LA1285
 LA1285.Click photographs - Photos may exist for this station.
 LA1285
 LA1285.The dynamic height is computed by dividing the NAVD 88
 LA1285.geopotential number by the normal gravity value computed on the
 LA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1285.degrees latitude (g = 980.6199 gals.).
 LA1285
 LA1285.The modeled gravity was interpolated from observed gravity values.
 LA1285
 LA1285;                    North         East    Units  Estimated Accuracy
 LA1285;SPC IN E     -   539,820.      100,380.      MT  (+/- 180 meters Scaled)
 LA1285
 LA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140409(NAD 83)
 LA1285
 LA1285                          SUPERSEDED SURVEY CONTROL
 LA1285
 LA1285  NGVD 29 (??/??/92)  272.440  (m)          893.83   (f) ADJ UNCH    1 2
 LA1285
 LA1285.Superseded values are not recommended for survey control.
 LA1285
 LA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1285.See file dsdata.pdf to determine how the superseded data were derived.
 LA1285
 LA1285_MARKER: DR = REFERENCE MARK DISK
 LA1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1285_STAMPING: ANDERSON AZIMUTH 1934
 LA1285_MARK LOGO: CGS
 LA1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1285+STABILITY: SURFACE MOTION
 LA1285
 LA1285  HISTORY     - Date     Condition        Report By
 LA1285  HISTORY     - 1934     MONUMENTED       CGS
 LA1285  HISTORY     - 1962     GOOD             CGS
 LA1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LA1285
 LA1285                          STATION DESCRIPTION
 LA1285
 LA1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA1285'1 MI NE FROM ANDERSON.
 LA1285'ABOUT A MILE AIR LINE NE OF THE HEART OF ANDERSON, ON THE
 LA1285'CAMPUS OF ANDERSON COLLEGE, 0.25 MILE W OF NURSERY ROAD, 132
 LA1285'FEET S OF CENTER LINE OF EAST FIFTH STREET, 123 FEET E OF NE
 LA1285'CORNER OF EAST HALL DORMITORY, 8 FEET E OF CENTER LINE OF A
 LA1285'DRIVEWAY, 8-1/2 FEET W OF W EDGE OF CONCRETE TENNIS COURT, AND
 LA1285'2.5 FEET N OF PROJECTED LINE OF S EDGE OF THE SAID COURT, IT
 LA1285'PROJECTS 10 INCHES ABOVE GROUND.
 LA1285
 LA1285                          STATION RECOVERY (1989)
 LA1285
 LA1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2141 ***********************************************************************
 LA2141  DESIGNATION -  ANDERSON BEL TEL MW KSV 86
 LA2141  PID         -  LA2141
 LA2141  STATE/COUNTY-  IN/MADISON
 LA2141  COUNTRY     -  US
 LA2141  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2141
 LA2141                         *CURRENT SURVEY CONTROL
 LA2141  ______________________________________________________________________
 LA2141* NAD 83(1997) POSITION- 40 05 36.90433(N) 085 42 55.19457(W)   ADJUSTED
 LA2141  ______________________________________________________________________
 LA2141  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 LA2141  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 LA2141  HORZ ORDER      -  THIRD
 LA2141
 LA2141.The horizontal coordinates were established by classical geodetic methods
 LA2141.and adjusted by the National Geodetic Survey in May 1999.
 LA2141
 LA2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2141.GEOID18 height accuracy estimate available here.
 LA2141
 LA2141.Click photographs - Photos may exist for this station.
 LA2141
 LA2141.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2141
 LA2141. The following values were computed from the NAD 83(1997) position.
 LA2141
 LA2141;                    North         East     Units Scale Factor Converg.
 LA2141;SPC IN E     -   537,909.634    95,850.111   MT  0.99996688   -0 01 52.8
 LA2141;SPC IN E     - 1,764,791.86    314,468.24   sFT  0.99996688   -0 01 52.8
 LA2141;UTM  16      - 4,438,935.033   609,510.626   MT  0.99974763   +0 49 38.8
 LA2141
 LA2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0951038935(NAD 83)
 LA2141
 LA2141                          SUPERSEDED SURVEY CONTROL
 LA2141
 LA2141  NAD 83(1995)-  40 05 36.90457(N)    085 42 55.20873(W) AD(       ) 3
 LA2141  NAD 83(1986)-  40 05 36.90605(N)    085 42 55.20913(W) AD(       ) 3
 LA2141  NAD 27      -  40 05 36.74942(N)    085 42 55.30400(W) AD(       ) 3
 LA2141
 LA2141.Superseded values are not recommended for survey control.
 LA2141
 LA2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2141.See file dsdata.pdf to determine how the superseded data were derived.
 LA2141
 LA2141_MARKER: 45 = MICROWAVE TOWER
 LA2141
 LA2141  HISTORY     - Date     Condition        Report By
 LA2141  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2141
 LA2141                          STATION DESCRIPTION
 LA2141
 LA2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2141'ANDERSON, INDIANA BELL TELEPHONE COMPANY MICROWAVE KSV 86 IS
 LA2141'LOCATED IN ANDERSON, AT 23RD STREET AND RAIBLE STREET.
 LA2141'
 LA2141'STATION IS THE RED LIGHT ATOP A SMALL POLE ON THE TOP CENTER OF
 LA2141'A LARGE 4 LEGGED, RED AND WHITE STEEL TOWER.  THE TOWER HAS AN
 LA2141'OVERALL HEIGHT OF 333 FEET AND HAS 2 OCTAGON SHAPED REFLECTORS
 LA2141'ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2132 ***********************************************************************
 LA2132  DESIGNATION -  ANDERSON DELCO REMY CO STACK
 LA2132  PID         -  LA2132
 LA2132  STATE/COUNTY-  IN/MADISON
 LA2132  COUNTRY     -  US
 LA2132  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2132
 LA2132                         *CURRENT SURVEY CONTROL
 LA2132  ______________________________________________________________________
 LA2132* NAD 83(1997) POSITION- 40 05 28.82429(N) 085 40 08.22044(W)   ADJUSTED
 LA2132  ______________________________________________________________________
 LA2132  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 LA2132  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 LA2132  HORZ ORDER      -  THIRD
 LA2132
 LA2132.The horizontal coordinates were established by classical geodetic methods
 LA2132.and adjusted by the National Geodetic Survey in May 1999.
 LA2132
 LA2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2132.GEOID18 height accuracy estimate available here.
 LA2132
 LA2132.Click photographs - Photos may exist for this station.
 LA2132
 LA2132.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2132
 LA2132. The following values were computed from the NAD 83(1997) position.
 LA2132
 LA2132;                    North         East     Units Scale Factor Converg.
 LA2132;SPC IN E     -   537,659.294    99,805.273   MT  0.99996667   -0 00 05.3
 LA2132;SPC IN E     - 1,763,970.53    327,444.47   sFT  0.99996667   -0 00 05.3
 LA2132;UTM  16      - 4,438,744.042   613,468.250   MT  0.99975850   +0 51 26.3
 LA2132
 LA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1346838744(NAD 83)
 LA2132
 LA2132                          SUPERSEDED SURVEY CONTROL
 LA2132
 LA2132  NAD 83(1995)-  40 05 28.82442(N)    085 40 08.23373(W) AD(       ) 3
 LA2132  NAD 83(1986)-  40 05 28.82571(N)    085 40 08.23493(W) AD(       ) 3
 LA2132  NAD 27      -  40 05 28.67300(N)    085 40 08.32500(W) AD(       ) 3
 LA2132
 LA2132.Superseded values are not recommended for survey control.
 LA2132
 LA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2132.See file dsdata.pdf to determine how the superseded data were derived.
 LA2132
 LA2132_MARKER: 63 = STACK
 LA2132
 LA2132  HISTORY     - Date     Condition        Report By
 LA2132  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2132
 LA2132                          STATION DESCRIPTION
 LA2132
 LA2132'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2133 ***********************************************************************
 LA2133  DESIGNATION -  ANDERSON DELCO REMY CO TANK
 LA2133  PID         -  LA2133
 LA2133  STATE/COUNTY-  IN/MADISON
 LA2133  COUNTRY     -  US
 LA2133  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2133
 LA2133                         *CURRENT SURVEY CONTROL
 LA2133  ______________________________________________________________________
 LA2133* NAD 83(1997) POSITION- 40 05 32.57545(N) 085 40 09.22549(W)   ADJUSTED
 LA2133  ______________________________________________________________________
 LA2133  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 LA2133  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 LA2133  HORZ ORDER      -  THIRD
 LA2133
 LA2133.The horizontal coordinates were established by classical geodetic methods
 LA2133.and adjusted by the National Geodetic Survey in May 1999.
 LA2133
 LA2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2133.GEOID18 height accuracy estimate available here.
 LA2133
 LA2133.Click photographs - Photos may exist for this station.
 LA2133
 LA2133.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2133
 LA2133. The following values were computed from the NAD 83(1997) position.
 LA2133
 LA2133;                    North         East     Units Scale Factor Converg.
 LA2133;SPC IN E     -   537,774.989    99,781.469   MT  0.99996667   -0 00 05.9
 LA2133;SPC IN E     - 1,764,350.11    327,366.37   sFT  0.99996667   -0 00 05.9
 LA2133;UTM  16      - 4,438,859.343   613,442.719   MT  0.99975842   +0 51 25.7
 LA2133
 LA2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344238859(NAD 83)
 LA2133
 LA2133                          SUPERSEDED SURVEY CONTROL
 LA2133
 LA2133  NAD 83(1995)-  40 05 32.57562(N)    085 40 09.23877(W) AD(       ) 3
 LA2133  NAD 83(1986)-  40 05 32.57725(N)    085 40 09.23977(W) AD(       ) 3
 LA2133  NAD 27      -  40 05 32.42500(N)    085 40 09.33000(W) AD(       ) 3
 LA2133
 LA2133.Superseded values are not recommended for survey control.
 LA2133
 LA2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2133.See file dsdata.pdf to determine how the superseded data were derived.
 LA2133
 LA2133_MARKER: 51 = TANK
 LA2133
 LA2133  HISTORY     - Date     Condition        Report By
 LA2133  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2133
 LA2133                          STATION DESCRIPTION
 LA2133
 LA2133'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2134 ***********************************************************************
 LA2134  DESIGNATION -  ANDERSON IND RR SHOPS N STACK
 LA2134  PID         -  LA2134
 LA2134  STATE/COUNTY-  IN/MADISON
 LA2134  COUNTRY     -  US
 LA2134  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2134
 LA2134                         *CURRENT SURVEY CONTROL
 LA2134  ______________________________________________________________________
 LA2134* NAD 83(1997) POSITION- 40 07 19.97674(N) 085 40 39.56946(W)   ADJUSTED
 LA2134  ______________________________________________________________________
 LA2134  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 LA2134  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 LA2134  HORZ ORDER      -  THIRD
 LA2134
 LA2134.The horizontal coordinates were established by classical geodetic methods
 LA2134.and adjusted by the National Geodetic Survey in May 1999.
 LA2134
 LA2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2134.GEOID18 height accuracy estimate available here.
 LA2134
 LA2134.Click photographs - Photos may exist for this station.
 LA2134
 LA2134.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2134
 LA2134. The following values were computed from the NAD 83(1997) position.
 LA2134
 LA2134;                    North         East     Units Scale Factor Converg.
 LA2134;SPC IN E     -   541,087.568    99,063.099   MT  0.99996668   -0 00 25.5
 LA2134;SPC IN E     - 1,775,218.13    325,009.52   sFT  0.99996668   -0 00 25.5
 LA2134;UTM  16      - 4,442,160.088   612,674.926   MT  0.99975629   +0 51 08.0
 LA2134
 LA2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1267442160(NAD 83)
 LA2134
 LA2134                          SUPERSEDED SURVEY CONTROL
 LA2134
 LA2134  NAD 83(1995)-  40 07 19.97746(N)    085 40 39.58250(W) AD(       ) 3
 LA2134  NAD 83(1986)-  40 07 19.97894(N)    085 40 39.58389(W) AD(       ) 3
 LA2134  NAD 27      -  40 07 19.82100(N)    085 40 39.67800(W) AD(       ) 3
 LA2134
 LA2134.Superseded values are not recommended for survey control.
 LA2134
 LA2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2134.See file dsdata.pdf to determine how the superseded data were derived.
 LA2134
 LA2134_MARKER: 63 = STACK
 LA2134
 LA2134  HISTORY     - Date     Condition        Report By
 LA2134  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2134
 LA2134                          STATION DESCRIPTION
 LA2134
 LA2134'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2138 ***********************************************************************
 LA2138  DESIGNATION -  ANDERSON IND RR SHOPS S STACK
 LA2138  PID         -  LA2138
 LA2138  STATE/COUNTY-  IN/MADISON
 LA2138  COUNTRY     -  US
 LA2138  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2138
 LA2138                         *CURRENT SURVEY CONTROL
 LA2138  ______________________________________________________________________
 LA2138* NAD 83(1997) POSITION- 40 07 17.12395(N) 085 40 40.12518(W)   ADJUSTED
 LA2138  ______________________________________________________________________
 LA2138  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 LA2138  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 LA2138  HORZ ORDER      -  THIRD
 LA2138
 LA2138.The horizontal coordinates were established by classical geodetic methods
 LA2138.and adjusted by the National Geodetic Survey in May 1999.
 LA2138
 LA2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2138.GEOID18 height accuracy estimate available here.
 LA2138
 LA2138.Click photographs - Photos may exist for this station.
 LA2138
 LA2138.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2138
 LA2138. The following values were computed from the NAD 83(1997) position.
 LA2138
 LA2138;                    North         East     Units Scale Factor Converg.
 LA2138;SPC IN E     -   540,999.582    99,049.930   MT  0.99996668   -0 00 25.9
 LA2138;SPC IN E     - 1,774,929.46    324,966.31   sFT  0.99996668   -0 00 25.9
 LA2138;UTM  16      - 4,442,071.934   612,663.080   MT  0.99975625   +0 51 07.6
 LA2138
 LA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1266342071(NAD 83)
 LA2138
 LA2138                          SUPERSEDED SURVEY CONTROL
 LA2138
 LA2138  NAD 83(1995)-  40 07 17.12466(N)    085 40 40.13823(W) AD(       ) 3
 LA2138  NAD 83(1986)-  40 07 17.12603(N)    085 40 40.13940(W) AD(       ) 3
 LA2138  NAD 27      -  40 07 16.96900(N)    085 40 40.23400(W) AD(       ) 3
 LA2138
 LA2138.Superseded values are not recommended for survey control.
 LA2138
 LA2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2138.See file dsdata.pdf to determine how the superseded data were derived.
 LA2138
 LA2138_MARKER: 63 = STACK
 LA2138
 LA2138  HISTORY     - Date     Condition        Report By
 LA2138  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2138
 LA2138                          STATION DESCRIPTION
 LA2138
 LA2138'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2137 ***********************************************************************
 LA2137  DESIGNATION -  ANDERSON MADISON CO CTHSE DOME
 LA2137  PID         -  LA2137
 LA2137  STATE/COUNTY-  IN/MADISON
 LA2137  COUNTRY     -  US
 LA2137  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2137
 LA2137                         *CURRENT SURVEY CONTROL
 LA2137  ______________________________________________________________________
 LA2137* NAD 83(1997) POSITION- 40 06 26.97449(N) 085 40 43.34540(W)   ADJUSTED
 LA2137  ______________________________________________________________________
 LA2137  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LA2137  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 LA2137  HORZ ORDER      -  THIRD
 LA2137
 LA2137.The horizontal coordinates were established by classical geodetic methods
 LA2137.and adjusted by the National Geodetic Survey in May 1999.
 LA2137
 LA2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2137.GEOID18 height accuracy estimate available here.
 LA2137
 LA2137.Click photographs - Photos may exist for this station.
 LA2137
 LA2137.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2137
 LA2137. The following values were computed from the NAD 83(1997) position.
 LA2137
 LA2137;                    North         East     Units Scale Factor Converg.
 LA2137;SPC IN E     -   539,452.856    98,973.473   MT  0.99996668   -0 00 27.9
 LA2137;SPC IN E     - 1,769,854.91    324,715.47   sFT  0.99996668   -0 00 27.9
 LA2137;UTM  16      - 4,440,524.560   612,609.837   MT  0.99975611   +0 51 04.7
 LA2137
 LA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1260940524(NAD 83)
 LA2137
 LA2137                          SUPERSEDED SURVEY CONTROL
 LA2137
 LA2137  NAD 83(1995)-  40 06 26.97507(N)    085 40 43.35853(W) AD(       ) 3
 LA2137  NAD 83(1986)-  40 06 26.97649(N)    085 40 43.35951(W) AD(       ) 3
 LA2137  NAD 27      -  40 06 26.81800(N)    085 40 43.45300(W) AD(       ) 3
 LA2137
 LA2137.Superseded values are not recommended for survey control.
 LA2137
 LA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2137.See file dsdata.pdf to determine how the superseded data were derived.
 LA2137
 LA2137_MARKER: 87 = DOME
 LA2137
 LA2137  HISTORY     - Date     Condition        Report By
 LA2137  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2137
 LA2137                          STATION DESCRIPTION
 LA2137
 LA2137'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2136 ***********************************************************************
 LA2136  DESIGNATION -  ANDERSON MUN POWER PLANT STACK
 LA2136  PID         -  LA2136
 LA2136  STATE/COUNTY-  IN/MADISON
 LA2136  COUNTRY     -  US
 LA2136  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2136
 LA2136                         *CURRENT SURVEY CONTROL
 LA2136  ______________________________________________________________________
 LA2136* NAD 83(1997) POSITION- 40 06 19.50714(N) 085 40 23.24349(W)   ADJUSTED
 LA2136  ______________________________________________________________________
 LA2136  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 LA2136  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 LA2136  HORZ ORDER      -  THIRD
 LA2136
 LA2136.The horizontal coordinates were established by classical geodetic methods
 LA2136.and adjusted by the National Geodetic Survey in May 1999.
 LA2136
 LA2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2136.GEOID18 height accuracy estimate available here.
 LA2136
 LA2136.Click photographs - Photos may exist for this station.
 LA2136
 LA2136.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2136
 LA2136. The following values were computed from the NAD 83(1997) position.
 LA2136
 LA2136;                    North         East     Units Scale Factor Converg.
 LA2136;SPC IN E     -   539,222.494    99,449.520   MT  0.99996667   -0 00 15.0
 LA2136;SPC IN E     - 1,769,099.13    326,277.30   sFT  0.99996667   -0 00 15.0
 LA2136;UTM  16      - 4,440,301.409   613,089.183   MT  0.99975744   +0 51 17.5
 LA2136
 LA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1308940301(NAD 83)
 LA2136
 LA2136                          SUPERSEDED SURVEY CONTROL
 LA2136
 LA2136  NAD 83(1995)-  40 06 19.50769(N)    085 40 23.25657(W) AD(       ) 3
 LA2136  NAD 83(1986)-  40 06 19.50910(N)    085 40 23.25772(W) AD(       ) 3
 LA2136  NAD 27      -  40 06 19.35000(N)    085 40 23.35100(W) AD(       ) 3
 LA2136
 LA2136.Superseded values are not recommended for survey control.
 LA2136
 LA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2136.See file dsdata.pdf to determine how the superseded data were derived.
 LA2136
 LA2136_MARKER: 63 = STACK
 LA2136
 LA2136  HISTORY     - Date     Condition        Report By
 LA2136  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2136
 LA2136                          STATION DESCRIPTION
 LA2136
 LA2136'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2140 ***********************************************************************
 LA2140  DESIGNATION -  ANDERSON RAD STA WAFM MAST
 LA2140  PID         -  LA2140
 LA2140  STATE/COUNTY-  IN/MADISON
 LA2140  COUNTRY     -  US
 LA2140  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2140
 LA2140                         *CURRENT SURVEY CONTROL
 LA2140  ______________________________________________________________________
 LA2140* NAD 83(1997) POSITION- 40 03 43.12372(N) 085 42 34.58963(W)   ADJUSTED
 LA2140  ______________________________________________________________________
 LA2140  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 LA2140  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LA2140  HORZ ORDER      -  THIRD
 LA2140
 LA2140.The horizontal coordinates were established by classical geodetic methods
 LA2140.and adjusted by the National Geodetic Survey in May 1999.
 LA2140
 LA2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2140.GEOID18 height accuracy estimate available here.
 LA2140
 LA2140.Click photographs - Photos may exist for this station.
 LA2140
 LA2140.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2140
 LA2140. The following values were computed from the NAD 83(1997) position.
 LA2140
 LA2140;                    North         East     Units Scale Factor Converg.
 LA2140;SPC IN E     -   534,400.122    96,336.494   MT  0.99996683   -0 01 39.5
 LA2140;SPC IN E     - 1,753,277.73    316,063.98   sFT  0.99996683   -0 01 39.5
 LA2140;UTM  16      - 4,435,433.968   610,049.420   MT  0.99974909   +0 49 50.2
 LA2140
 LA2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1004935433(NAD 83)
 LA2140
 LA2140                          SUPERSEDED SURVEY CONTROL
 LA2140
 LA2140  NAD 83(1995)-  40 03 43.12692(N)    085 42 34.60276(W) AD(       ) 3
 LA2140  NAD 83(1986)-  40 03 43.12581(N)    085 42 34.60419(W) AD(       ) 3
 LA2140  NAD 27      -  40 03 42.96717(N)    085 42 34.69891(W) AD(       ) 3
 LA2140
 LA2140.Superseded values are not recommended for survey control.
 LA2140
 LA2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2140.See file dsdata.pdf to determine how the superseded data were derived.
 LA2140
 LA2140_MARKER: 42 = RADIO/TV MAST
 LA2140
 LA2140  HISTORY     - Date     Condition        Report By
 LA2140  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2140
 LA2140                          STATION DESCRIPTION
 LA2140
 LA2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2140'ANDERSON, RADIO STATION WAFM MAST IS LOCATED IN ANDERSON.
 LA2140'
 LA2140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 67
 LA2140'IN ANDERSON, GO SOUTHWESTERLY ON STATE HIGHWAY 67 FOR 2.3 MILES
 LA2140'TO THE STATION ON THE RIGHT.
 LA2140'
 LA2140'STATION IS THE RED LIGHT ATOP THE 4 LEGGED, RED AND WHITE STEEL
 LA2140'MAST.  THE MAST HAS AN OVERALL HEIGHT OF 565 FEET AND THE TOP
 LA2140'40 FEET IS A STEEL POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2139 ***********************************************************************
 LA2139  DESIGNATION -  ANDERSON RAD STA WHBU MAST
 LA2139  PID         -  LA2139
 LA2139  STATE/COUNTY-  IN/MADISON
 LA2139  COUNTRY     -  US
 LA2139  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2139
 LA2139                         *CURRENT SURVEY CONTROL
 LA2139  ______________________________________________________________________
 LA2139* NAD 83(1997) POSITION- 40 06 17.39256(N) 085 40 43.47442(W)   ADJUSTED
 LA2139  ______________________________________________________________________
 LA2139  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 LA2139  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 LA2139  HORZ ORDER      -  THIRD
 LA2139
 LA2139.The horizontal coordinates were established by classical geodetic methods
 LA2139.and adjusted by the National Geodetic Survey in May 1999.
 LA2139
 LA2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2139.GEOID18 height accuracy estimate available here.
 LA2139
 LA2139.Click photographs - Photos may exist for this station.
 LA2139
 LA2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2139
 LA2139. The following values were computed from the NAD 83(1997) position.
 LA2139
 LA2139;                    North         East     Units Scale Factor Converg.
 LA2139;SPC IN E     -   539,157.325    98,970.377   MT  0.99996668   -0 00 28.0
 LA2139;SPC IN E     - 1,768,885.32    324,705.31   sFT  0.99996668   -0 00 28.0
 LA2139;UTM  16      - 4,440,229.079   612,611.172   MT  0.99975611   +0 51 04.4
 LA2139
 LA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1261140229(NAD 83)
 LA2139
 LA2139                          SUPERSEDED SURVEY CONTROL
 LA2139
 LA2139  NAD 83(1995)-  40 06 17.39274(N)    085 40 43.48786(W) AD(       ) 3
 LA2139  NAD 83(1986)-  40 06 17.39462(N)    085 40 43.48876(W) AD(       ) 3
 LA2139  NAD 27      -  40 06 17.23810(N)    085 40 43.58464(W) AD(       ) 3
 LA2139
 LA2139.Superseded values are not recommended for survey control.
 LA2139
 LA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2139.See file dsdata.pdf to determine how the superseded data were derived.
 LA2139
 LA2139_MARKER: 42 = RADIO/TV MAST
 LA2139
 LA2139  HISTORY     - Date     Condition        Report By
 LA2139  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2139
 LA2139                          STATION DESCRIPTION
 LA2139
 LA2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2139'ANDERSON, RADIO STATION WHBU MAST IS LOCATED IN ANDERSON ATOP
 LA2139'THE 6 STORY CITIZENS BANK BUILDING AND OPERATED BY THE ANDERSON
 LA2139'BROADCASTING COMPANY, OFFICES AT 640 CITIZENS BANK BUILDING.
 LA2139'
 LA2139'STATION IS THE RED LIGHT ATOP THE 4 LEGGED, RED AND WHITE STEEL
 LA2139'MAST.  THE OVERALL HEIGHT OF THE MAST IS 179 FEET ABOVE THE ROOF
 LA2139'OF THE BUILDING AND 288 FEET ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2135 ***********************************************************************
 LA2135  DESIGNATION -  ANDERSON ST MARYS CATH CHURCH
 LA2135  PID         -  LA2135
 LA2135  STATE/COUNTY-  IN/MADISON
 LA2135  COUNTRY     -  US
 LA2135  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA2135
 LA2135                         *CURRENT SURVEY CONTROL
 LA2135  ______________________________________________________________________
 LA2135* NAD 83(1997) POSITION- 40 06 18.87383(N) 085 40 31.76724(W)   ADJUSTED
 LA2135  ______________________________________________________________________
 LA2135  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LA2135  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA2135  HORZ ORDER      -  THIRD
 LA2135
 LA2135.The horizontal coordinates were established by classical geodetic methods
 LA2135.and adjusted by the National Geodetic Survey in May 1999.
 LA2135
 LA2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2135.GEOID18 height accuracy estimate available here.
 LA2135
 LA2135.Click photographs - Photos may exist for this station.
 LA2135
 LA2135.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2135
 LA2135. The following values were computed from the NAD 83(1997) position.
 LA2135
 LA2135;                    North         East     Units Scale Factor Converg.
 LA2135;SPC IN E     -   539,202.979    99,247.648   MT  0.99996667   -0 00 20.5
 LA2135;SPC IN E     - 1,769,035.11    325,614.99   sFT  0.99996667   -0 00 20.5
 LA2135;UTM  16      - 4,440,278.874   612,887.668   MT  0.99975688   +0 51 12.0
 LA2135
 LA2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1288740278(NAD 83)
 LA2135
 LA2135                          SUPERSEDED SURVEY CONTROL
 LA2135
 LA2135  NAD 83(1995)-  40 06 18.87437(N)    085 40 31.78041(W) AD(       ) 3
 LA2135  NAD 83(1986)-  40 06 18.87581(N)    085 40 31.78142(W) AD(       ) 3
 LA2135  NAD 27      -  40 06 18.72000(N)    085 40 31.87000(W) AD(       ) 3
 LA2135
 LA2135.Superseded values are not recommended for survey control.
 LA2135
 LA2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2135.See file dsdata.pdf to determine how the superseded data were derived.
 LA2135
 LA2135_MARKER: 90 = CHURCH SPIRE
 LA2135
 LA2135  HISTORY     - Date     Condition        Report By
 LA2135  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2135
 LA2135                          STATION DESCRIPTION
 LA2135
 LA2135'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2448 ***********************************************************************
 LA2448  DESIGNATION -  ANDPORT
 LA2448  PID         -  LA2448
 LA2448  STATE/COUNTY-  IN/MADISON
 LA2448  COUNTRY     -  US
 LA2448  USGS QUAD   -  MIDDLETOWN (2019)
 LA2448
 LA2448                         *CURRENT SURVEY CONTROL
 LA2448  ______________________________________________________________________
 LA2448* NAD 83(2011) POSITION- 40 06 36.54922(N) 085 36 57.95709(W)   ADJUSTED
 LA2448* NAD 83(2011) ELLIP HT-   237.751 (meters)        (06/27/12)   ADJUSTED
 LA2448* NAD 83(2011) EPOCH   -  2010.00
 LA2448* NAVD 88 ORTHO HEIGHT -   271.7   (meters)      891.    (feet) GPS OBS
 LA2448  ______________________________________________________________________
 LA2448  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LA2448  GEOID HEIGHT    -        -33.906 (meters)                     GEOID99
 LA2448  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 LA2448  NAD 83(2011) X  -    373,405.297 (meters)                     COMP
 LA2448  NAD 83(2011) Y  - -4,870,726.336 (meters)                     COMP
 LA2448  NAD 83(2011) Z  -  4,087,500.569 (meters)                     COMP
 LA2448  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 LA2448
 LA2448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA2448  Standards:
 LA2448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA2448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA2448  -------------------------------------------------------------------
 LA2448  NETWORK    0.76   1.55           0.34   0.27   0.79     -0.11070243
 LA2448  -------------------------------------------------------------------
 LA2448  Click here for local accuracies and other accuracy information.
 LA2448
 LA2448.This mark is at Anderson Airport (AID)
 LA2448
 LA2448.The horizontal coordinates were established by GPS observations
 LA2448.and adjusted by the National Geodetic Survey in June 2012.
 LA2448
 LA2448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA2448.been affixed to the stable North American tectonic plate. See 
 LA2448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA2448
 LA2448.The horizontal coordinates are valid at the epoch date displayed above
 LA2448.which is a decimal equivalence of Year/Month/Day.
 LA2448
 LA2448.The orthometric height was determined by GPS observations and a
 LA2448.high-resolution geoid model.
 LA2448
 LA2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2448.GEOID18 height accuracy estimate available here.
 LA2448
 LA2448.Click photographs - Photos may exist for this station.
 LA2448
 LA2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2448
 LA2448.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2448
 LA2448.The ellipsoidal height was determined by GPS observations
 LA2448.and is referenced to NAD 83.
 LA2448
 LA2448. The following values were computed from the NAD 83(2011) position.
 LA2448
 LA2448;                    North         East     Units Scale Factor Converg.
 LA2448;SPC IN E     -   539,749.321   104,311.062   MT  0.99996690   +0 01 57.3
 LA2448;SPC IN E     - 1,770,827.56    342,227.21   sFT  0.99996690   +0 01 57.3
 LA2448;UTM  16      - 4,440,900.943   617,941.297   MT  0.99977124   +0 53 30.1
 LA2448
 LA2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2448!SPC IN E     -   0.99996270  x   0.99996690  =   0.99992961
 LA2448!UTM  16      -   0.99996270  x   0.99977124  =   0.99973395
 LA2448
 LA2448:                Primary Azimuth Mark                     Grid Az
 LA2448:SPC IN E     -  ANDPORT AZ MK                            296 14 29.0
 LA2448:UTM  16      -  ANDPORT AZ MK                            295 22 56.2
 LA2448
 LA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1794140900(NAD 83)
 LA2448
 LA2448|---------------------------------------------------------------------|
 LA2448| PID    Reference Object                     Distance      Geod. Az  |
 LA2448|                                                           dddmmss.s |
 LA2448| LA2449 ANDPORT AZ MK                       APPROX. 0.6 KM 2961626.3 |
 LA2448|---------------------------------------------------------------------|
 LA2448
 LA2448                          SUPERSEDED SURVEY CONTROL
 LA2448
 LA2448  NAD 83(2007)-  40 06 36.54931(N)    085 36 57.95808(W) AD(2002.00) 0
 LA2448  ELLIP H (02/10/07)  237.778  (m)                       GP(2002.00)    
 LA2448  NAD 83(1997)-  40 06 36.54944(N)    085 36 57.95778(W) AD(       ) 3
 LA2448  ELLIP H (02/24/03)  237.793  (m)                       GP(       ) 4 1
 LA2448  NAD 83(1997)-  40 06 36.54931(N)    085 36 57.95789(W) AD(       ) 3
 LA2448  ELLIP H (07/12/02)  237.795  (m)                       GP(       ) 4 1
 LA2448  NAD 83(1997)-  40 06 36.55002(N)    085 36 57.95707(W) AD(       ) 3
 LA2448  ELLIP H (05/25/99)  237.588  (m)                       GP(       ) 4 1
 LA2448  NAD 83(1995)-  40 06 36.55356(N)    085 36 57.96828(W) AD(       ) 3
 LA2448  NAD 83(1986)-  40 06 36.55223(N)    085 36 57.97057(W) AD(       ) 3
 LA2448  NAD 27      -  40 06 36.40326(N)    085 36 58.06926(W) AD(       ) 3
 LA2448  NGVD 29 (02/23/89)  271.0    (m)  RAPSU86  model used  GPS OBS        
 LA2448
 LA2448.Superseded values are not recommended for survey control.
 LA2448
 LA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2448.See file dsdata.pdf to determine how the superseded data were derived.
 LA2448
 LA2448_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2448_STAMPING: ANDPORT 1986
 LA2448_MARK LOGO: NGS
 LA2448_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2448+STABILITY: SURFACE MOTION
 LA2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2448+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 LA2448
 LA2448  HISTORY     - Date     Condition        Report By
 LA2448  HISTORY     - 1986     MONUMENTED       NGS
 LA2448  HISTORY     - 20020606 GOOD             NGS
 LA2448  HISTORY     - 20050909 GOOD             BFSINC
 LA2448
 LA2448                          STATION DESCRIPTION
 LA2448
 LA2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2448'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF MUNCIE,
 LA2448'19.3 KM (12.00 MI) NORTH OF INTERSTATE HIGHWAY 70, 3.2 KM (2.00 MI)
 LA2448'EAST OF ANDERSON AND AT THE ANDERSON MUNICIPAL AIRPORT.
 LA2448'OWNERSHIP--CITY OF ANDERSON, CITY BUILDING, ANDERSON, IN 46015, PHONE
 LA2448'317-644-1238.  AIRPORT MANAGER IS STEVE CARLINGTON.
 LA2448'TO REACH THE FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 32 ON EAST
 LA2448'SIDE OF ANDERSON, GO EAST ON STATE HIGHWAY 32 FOR 3.5 KM (2.15 MI) TO
 LA2448'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3
 LA2448'KM (0.20 MI) TO AIRPORT OFFICE ON THE LEFT AND A SIDE ROAD RIGHT.
 LA2448'TURN RIGHT AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO WEST SIDE OF A
 LA2448'LARGE TAN HANGAR.  TURN LEFT AND GO SOUTHERLY ACROSS AIRPORT APRON
 LA2448'AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 LA2448'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---ANDPORT
 LA2448'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2448'FLUSH WITH THE GROUND.  LOCATED 15.12 M (49.6 FT) EAST FROM A BLUE
 LA2448'RUNWAY LIGHT, 14.02 M (46.0 FT) WEST FROM A BLUE RUNWAY MARKER LIGHT,
 LA2448'3.96 M (13.0 FT) SOUTH-SOUTHWEST FROM THE SOUTH EDGE OF TAXIWAY AND
 LA2448'0.79 M (2.6 FT) SOUTH-SOUTHWEST FROM A BLUE RUNWAY MARKER LIGHT AND
 LA2448'FIBERGLASS WITNESS POST.
 LA2448'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2448'DESCRIBED BY D.A. BOWLING.
 LA2448
 LA2448                          STATION RECOVERY (2002)
 LA2448
 LA2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 LA2448'RECOVERED AS DESCRIBED.
 LA2448'
 LA2448
 LA2448                          STATION RECOVERY (2005)
 LA2448
 LA2448'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA2448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2449 ***********************************************************************
 LA2449  DESIGNATION -  ANDPORT AZ MK
 LA2449  PID         -  LA2449
 LA2449  STATE/COUNTY-  IN/MADISON
 LA2449  COUNTRY     -  US
 LA2449  USGS QUAD   -  MIDDLETOWN (2019)
 LA2449
 LA2449                         *CURRENT SURVEY CONTROL
 LA2449  ______________________________________________________________________
 LA2449* NAD 83(2011) POSITION- 40 06 45.08045(N) 085 37 20.46650(W)   ADJUSTED
 LA2449* NAD 83(2011) ELLIP HT-   233.416 (meters)        (06/27/12)   ADJUSTED
 LA2449* NAD 83(2011) EPOCH   -  2010.00
 LA2449* NAVD 88 ORTHO HEIGHT -   267.4   (meters)      877.    (feet) GPS OBS
 LA2449  ______________________________________________________________________
 LA2449  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LA2449  GEOID HEIGHT    -        -33.912 (meters)                     GEOID99
 LA2449  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 LA2449  NAD 83(2011) X  -    372,860.565 (meters)                     COMP
 LA2449  NAD 83(2011) Y  - -4,870,594.709 (meters)                     COMP
 LA2449  NAD 83(2011) Z  -  4,087,699.026 (meters)                     COMP
 LA2449  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 LA2449
 LA2449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA2449  Standards:
 LA2449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA2449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA2449  -------------------------------------------------------------------
 LA2449  NETWORK    0.80   1.59           0.36   0.28   0.81     -0.14835540
 LA2449  -------------------------------------------------------------------
 LA2449  Click here for local accuracies and other accuracy information.
 LA2449
 LA2449.This mark is at Anderson Airport (AID)
 LA2449
 LA2449.The horizontal coordinates were established by GPS observations
 LA2449.and adjusted by the National Geodetic Survey in June 2012.
 LA2449
 LA2449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA2449.been affixed to the stable North American tectonic plate. See 
 LA2449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA2449
 LA2449.The horizontal coordinates are valid at the epoch date displayed above
 LA2449.which is a decimal equivalence of Year/Month/Day.
 LA2449
 LA2449.The orthometric height was determined by GPS observations and a
 LA2449.high-resolution geoid model.
 LA2449
 LA2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2449.GEOID18 height accuracy estimate available here.
 LA2449
 LA2449.Click photographs - Photos may exist for this station.
 LA2449
 LA2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2449
 LA2449.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2449
 LA2449.The ellipsoidal height was determined by GPS observations
 LA2449.and is referenced to NAD 83.
 LA2449
 LA2449. The following values were computed from the NAD 83(2011) position.
 LA2449
 LA2449;                    North         East     Units Scale Factor Converg.
 LA2449;SPC IN E     -   540,012.161   103,777.872   MT  0.99996684   +0 01 42.8
 LA2449;SPC IN E     - 1,771,689.90    340,477.90   sFT  0.99996684   +0 01 42.8
 LA2449;UTM  16      - 4,441,155.709   617,404.332   MT  0.99976968   +0 53 15.7
 LA2449
 LA2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2449!SPC IN E     -   0.99996338  x   0.99996684  =   0.99993023
 LA2449!UTM  16      -   0.99996338  x   0.99976968  =   0.99973307
 LA2449
 LA2449:                Primary Azimuth Mark                     Grid Az
 LA2449:SPC IN E     -  ANDPORT                                  116 14 29.0
 LA2449:UTM  16      -  ANDPORT                                  115 22 56.1
 LA2449
 LA2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1740441155(NAD 83)
 LA2449
 LA2449|---------------------------------------------------------------------|
 LA2449| PID    Reference Object                     Distance      Geod. Az  |
 LA2449|                                                           dddmmss.s |
 LA2449| LA2448 ANDPORT                             APPROX. 0.6 KM 1161611.8 |
 LA2449|---------------------------------------------------------------------|
 LA2449
 LA2449                          SUPERSEDED SURVEY CONTROL
 LA2449
 LA2449  NAD 83(2007)-  40 06 45.08054(N)    085 37 20.46750(W) AD(2002.00) 0
 LA2449  ELLIP H (02/10/07)  233.444  (m)                       GP(2002.00)    
 LA2449  NAD 83(1997)-  40 06 45.08067(N)    085 37 20.46720(W) AD(       ) 3
 LA2449  ELLIP H (02/24/03)  233.459  (m)                       GP(       ) 4 1
 LA2449  NAD 83(1997)-  40 06 45.08054(N)    085 37 20.46731(W) AD(       ) 3
 LA2449  ELLIP H (07/12/02)  233.461  (m)                       GP(       ) 4 1
 LA2449  NAD 83(1997)-  40 06 45.08176(N)    085 37 20.46697(W) AD(       ) 3
 LA2449  ELLIP H (05/25/99)  234.134  (m)                       GP(       ) 4 1
 LA2449  NAD 83(1995)-  40 06 45.08530(N)    085 37 20.47819(W) AD(       ) 3
 LA2449  NAD 83(1986)-  40 06 45.08398(N)    085 37 20.48048(W) AD(       ) 3
 LA2449  NAD 27      -  40 06 44.93511(N)    085 37 20.57839(W) AD(       ) 3
 LA2449  NGVD 29 (02/23/89)  267.7    (m)  RAPSU86  model used  GPS OBS        
 LA2449
 LA2449.Superseded values are not recommended for survey control.
 LA2449
 LA2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2449.See file dsdata.pdf to determine how the superseded data were derived.
 LA2449
 LA2449_MARKER: DZ = AZIMUTH MARK DISK
 LA2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2449_STAMPING: ANDPORT 1986
 LA2449_MARK LOGO: NGS
 LA2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2449+STABILITY: SURFACE MOTION
 LA2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2449+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 LA2449
 LA2449  HISTORY     - Date     Condition        Report By
 LA2449  HISTORY     - 1986     MONUMENTED       NGS
 LA2449  HISTORY     - 20020606 GOOD             NGS
 LA2449
 LA2449                          STATION DESCRIPTION
 LA2449
 LA2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2449'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF MUNCIE,
 LA2449'19.3 KM (12.00 MI) NORTH OF INTERSTATE HIGHWAY 70, 3.2 KM (2.00 MI)
 LA2449'EAST OF ANDERSON AND AT THE ANDERSON MUNICIPAL AIRPORT.
 LA2449'OWNERSHIP--CITY OF ANDERSON, CITY BUILDING, ANDERSON, IN 46015, PHONE
 LA2449'317-644-1238.  AIRPORT MANAGER IS STEVE CARLINGTON.
 LA2449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 32 ON
 LA2449'EAST SIDE OF ANDERSON, GO EAST ON STATE HIGHWAY 32 FOR 3.5 KM
 LA2449'(2.15 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LA2449'SOUTH FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE ON THE LEFT AND A SIDE
 LA2449'ROAD RIGHT. TURN RIGHT AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO WEST
 LA2449'SIDE OF A LARGE TAN HANGAR.  TURN LEFT AND GO SOUTHERLY ACROSS
 LA2449'AIRPORT APRON TO A TAXIWAY.  TURN RIGHT AND GO WESTERLY ALONG TAXIWAY
 LA2449'FOR 0.56 KM (0.35 MI) TO WHERE TAXIWAY CURVES AROUND TO THE SOUTH AND
 LA2449'THE MARK ON THE RIGHT.
 LA2449'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ANDPORT
 LA2449'1986 SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2449'FLUSH WITH THE GROUND.  LOCATED 13.11 M (43.0 FT) SOUTH FROM THE EDGE
 LA2449'OF A CUTBANK, 13.11 M (43.0 FT) NORTH FROM CENTER OF TAXIWAY, 4.27 M
 LA2449'(14.0 FT) NORTH FROM NORTH EDGE OF TAXIWAY AND 1.22 M (4.0 FT) NORTH
 LA2449'FROM A BLUE TAXIWAY MARKER LIGHT AND FIBERGLASS WITNESS POST.
 LA2449'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2449'DESCRIBED BY D.A. BOWLING.
 LA2449
 LA2449                          STATION RECOVERY (2002)
 LA2449
 LA2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 LA2449'RECOVERED AS DESCRIBED.
 LA2449'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2173 ***********************************************************************
 LA2173  DESIGNATION -  ANDREWS MUNICIPAL TANK
 LA2173  PID         -  LA2173
 LA2173  STATE/COUNTY-  IN/HUNTINGTON
 LA2173  COUNTRY     -  US
 LA2173  USGS QUAD   -  ANDREWS (2019)
 LA2173
 LA2173                         *CURRENT SURVEY CONTROL
 LA2173  ______________________________________________________________________
 LA2173* NAD 83(1997) POSITION- 40 51 29.73786(N) 085 35 43.55803(W)   ADJUSTED
 LA2173  ______________________________________________________________________
 LA2173  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 LA2173  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA2173  HORZ ORDER      -  THIRD
 LA2173
 LA2173.The horizontal coordinates were established by classical geodetic methods
 LA2173.and adjusted by the National Geodetic Survey in May 1999.
 LA2173
 LA2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2173.GEOID18 height accuracy estimate available here.
 LA2173
 LA2173.Click photographs - Photos may exist for this station.
 LA2173
 LA2173.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2173
 LA2173. The following values were computed from the NAD 83(1997) position.
 LA2173
 LA2173;                    North         East     Units Scale Factor Converg.
 LA2173;SPC IN E     -   622,820.634   106,005.896   MT  0.99996711   +0 02 47.8
 LA2173;SPC IN E     - 2,043,370.70    347,787.68   sFT  0.99996711   +0 02 47.8
 LA2173;UTM  16      - 4,523,972.168   618,380.677   MT  0.99977249   +0 55 08.3
 LA2173
 LA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1838023972(NAD 83)
 LA2173
 LA2173                          SUPERSEDED SURVEY CONTROL
 LA2173
 LA2173  NAD 83(1995)-  40 51 29.74037(N)    085 35 43.56931(W) AD(       ) 3
 LA2173  NAD 83(1986)-  40 51 29.74058(N)    085 35 43.57058(W) AD(       ) 3
 LA2173  NAD 27      -  40 51 29.57800(N)    085 35 43.65300(W) AD(       ) 3
 LA2173
 LA2173.Superseded values are not recommended for survey control.
 LA2173
 LA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2173.See file dsdata.pdf to determine how the superseded data were derived.
 LA2173
 LA2173_MARKER: 53 = ELEVATED TANK
 LA2173
 LA2173  HISTORY     - Date     Condition        Report By
 LA2173  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2173
 LA2173                          STATION DESCRIPTION
 LA2173
 LA2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2173'STATION IS LOCATED ONE BLOCK WEST OF THE PUBLIC SCHOOL AND 5 BLOCKS
 LA2173'EAST OF THE BUSINESS
 LA2173'DISTRICT IN ANDREWS.  IT IS A STEEL WATER TANK SUPPORTED BY FOUR
 LA2173'LEGS.  THE ENTIRE STRUCTURE IS
 LA2173'PAINTED SILVER AND ABOUT 75 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 LA2173'SMALL BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0450 ***********************************************************************
 JA0450  DESIGNATION -  ANGLE
 JA0450  PID         -  JA0450
 JA0450  STATE/COUNTY-  IN/HARRISON
 JA0450  COUNTRY     -  US
 JA0450  USGS QUAD   -  LACONIA (2019)
 JA0450
 JA0450                         *CURRENT SURVEY CONTROL
 JA0450  ______________________________________________________________________
 JA0450* NAD 83(1997) POSITION- 38 02 20.40109(N) 086 05 06.94585(W)   ADJUSTED
 JA0450* NAVD 88 ORTHO HEIGHT -   198.834 (meters)      652.34  (feet) ADJUSTED
 JA0450  ______________________________________________________________________
 JA0450  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA0450  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 JA0450  DYNAMIC HEIGHT  -        198.693 (meters)      651.88  (feet) COMP
 JA0450  MODELED GRAVITY -    979,916.2   (mgal)                       NAVD 88
 JA0450
 JA0450  HORZ ORDER      -  SECOND
 JA0450  VERT ORDER      -  FIRST     CLASS II
 JA0450
 JA0450.The horizontal coordinates were established by classical geodetic methods
 JA0450.and adjusted by the National Geodetic Survey in May 1999.
 JA0450
 JA0450.The orthometric height was determined by differential leveling and
 JA0450.adjusted by the NATIONAL GEODETIC SURVEY
 JA0450.in June 1991.
 JA0450
 JA0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0450.GEOID18 height accuracy estimate available here.
 JA0450
 JA0450.Click photographs - Photos may exist for this station.
 JA0450
 JA0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0450
 JA0450.The dynamic height is computed by dividing the NAVD 88
 JA0450.geopotential number by the normal gravity value computed on the
 JA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0450.degrees latitude (g = 980.6199 gals.).
 JA0450
 JA0450.The modeled gravity was interpolated from observed gravity values.
 JA0450
 JA0450. The following values were computed from the NAD 83(1997) position.
 JA0450
 JA0450;                    North         East     Units Scale Factor Converg.
 JA0450;SPC IN E     -   309,905.506    63,254.302   MT  0.99998329   -0 15 28.6
 JA0450;SPC IN E     - 1,016,748.31    207,526.82   sFT  0.99998329   -0 15 28.6
 JA0450;UTM  16      - 4,210,537.053   580,269.766   MT  0.99967935   +0 33 49.3
 JA0450
 JA0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0450!SPC IN E     -   0.99997397  x   0.99998329  =   0.99995726
 JA0450!UTM  16      -   0.99997397  x   0.99967935  =   0.99965333
 JA0450
 JA0450:                Primary Azimuth Mark                     Grid Az
 JA0450:SPC IN E     -  ANGLE AZ MK                              352 45 30.6
 JA0450:UTM  16      -  ANGLE AZ MK                              351 56 12.7
 JA0450
 JA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8026910537(NAD 83)
 JA0450
 JA0450|---------------------------------------------------------------------|
 JA0450| PID    Reference Object                     Distance      Geod. Az  |
 JA0450|                                                           dddmmss.s |
 JA0450| JA0451 ANGLE RM 1                           32.534 METERS 07246     |
 JA0450| JA0449 ANGLE RM 2                           31.175 METERS 18437     |
 JA0450| JA0452 ANGLE AZ MK                                        3523002.0 |
 JA0450|---------------------------------------------------------------------|
 JA0450
 JA0450                          SUPERSEDED SURVEY CONTROL
 JA0450
 JA0450  NAD 83(1993)-  38 02 20.40107(N)    086 05 06.94641(W) AD(       ) 2
 JA0450  NAD 83(1986)-  38 02 20.40691(N)    086 05 06.95228(W) AD(       ) 2
 JA0450  NAD 27      -  38 02 20.14700(N)    086 05 07.07200(W) AD(       ) 2
 JA0450  NGVD 29 (??/??/92)  198.953  (m)          652.73   (f) ADJ UNCH    1 2
 JA0450  NGVD 29             198.95   (m)          652.7    (f) LEVELING    3  
 JA0450
 JA0450.Superseded values are not recommended for survey control.
 JA0450
 JA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0450.See file dsdata.pdf to determine how the superseded data were derived.
 JA0450
 JA0450_MARKER: DS = TRIANGULATION STATION DISK
 JA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0450_STAMPING: ANGLE 1947
 JA0450_MARK LOGO: CGS
 JA0450_PROJECTION: FLUSH
 JA0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0450+STABILITY: SURFACE MOTION
 JA0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0450+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2013
 JA0450
 JA0450  HISTORY     - Date     Condition        Report By
 JA0450  HISTORY     - 1947     MONUMENTED       CGS
 JA0450  HISTORY     - 1965     GOOD             CGS
 JA0450  HISTORY     - 1965     GOOD             CGS
 JA0450  HISTORY     - 20130718 POOR             INDOT
 JA0450
 JA0450                          STATION DESCRIPTION
 JA0450
 JA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA0450'THE STATION IS LOCATED 0.45 MILE NORTH OF THE SMALL VILLAGE OF
 JA0450'LACONIA. IT IS IN THE NORTHEAST SECTION OF A TRIANGULAR
 JA0450'PLOT OF LAND THAT IS FORMED BY THREE ROADS, 76 FEET WEST OF THE
 JA0450'APPROXIMATE CENTERLINE OF STATE HIGHWAY 11, 48 FEET SOUTH OF
 JA0450'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 6 FEET SOUTH OF A
 JA0450'WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 JA0450'STAMPED ANGLE 1947.
 JA0450'
 JA0450'REFERENCE MARK NO. 1 IS 106.74 FEET EAST-NORTHEAST OF THE STATION,
 JA0450'AND 20 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 JA0450'STATE HIGHWAY 11. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA0450'ANGLE NO 1 1947.
 JA0450'
 JA0450'REFERENCE MARK NO. 2 IS 102.28 FEET SOUTH OF THE STATION, AND 20 FEET
 JA0450'WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 11. THE
 JA0450'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ANGLE NO 2 1947.
 JA0450'
 JA0450'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHWEST OF THE STATION, ABOUT 50
 JA0450'YARDS SOUTHWEST OF A LARGE FARM HOUSE, 16 FEET WEST OF THE
 JA0450'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET SOUTH OF A
 JA0450'WITNESS POST. THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 JA0450'STAMPED ANGLE 1947.
 JA0450'
 JA0450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 135
 JA0450'IN CORYDON, GO SOUTH ON STATE HIGHWAY 135 FOR 0.45 MILE TO A
 JA0450'SIDE ROAD LEFT, TURN LEFT AND GO 3.4 MILES TO A CROSSROAD AND THE END
 JA0450'OF THE MACADAM ROAD. CONTINUE ON SOUTH ON A GRAVELED ROAD FOR 6.75
 JA0450'MILES TO THE JUNCTION OF STATE HIGHWAY 11, CONTINUE ON SOUTH ON STATE
 JA0450'HIGHWAY 11 FOR 3.2 MILES TO A CROSSROAD, AND THE STATION ON THE
 JA0450'RIGHT AS DESCRIBED.
 JA0450'
 JA0450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 JA0450'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA0450'
 JA0450'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0450
 JA0450                          STATION RECOVERY (1965)
 JA0450
 JA0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0450'THE STATION MARK, STAMPED ANGLE 1947, IS ABOUT 0.1 MILE EAST ALONG
 JA0450'STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT LACONIA, THENCE 0.5 MILE
 JA0450'NORTH ALONG STATE HIGHWAY 11 TO A TRIANGLE FORMED BY THREE ROADS,
 JA0450'IN SECTION 33, T 5 S, R 4 E, IN THE NORTHEAST CORNER OF THE
 JA0450'TRIANGLE, 76-1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0450'HIGHWAY, 94 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 49 FEET
 JA0450'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 109 FEET SOUTHEAST OF THE
 JA0450'CENTER OF THE INTERSECTION OF THE DIRT ROAD AND THE PAVED ROAD, 0.6
 JA0450'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA0450'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 JA0450'THE GROUND.
 JA0450'
 JA0450'R.M. 1, STAMPED ANGLE NO 1 1947, IS 106 FEET EAST-NORTHEAST OF THE
 JA0450'STATION, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17
 JA0450'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 9 FEET WEST OF A
 JA0450'STOP SIGN, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JA0450'CONCRETE POST PROJECTING 1 INCH.
 JA0450'
 JA0450'R.M. 2, STAMPED ANGLE NO 2 1947, IS 102 FEET SOUTH OF THE STATION,
 JA0450'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 JA0450'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JA0450'INCH.
 JA0450'
 JA0450'THE AZIMUTH MARK, STAMPED ANGLE 1947, IS 0.2 MILE NORTH ALONG A PAVED
 JA0450'ROAD FROM THE STATION, 96 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 JA0450'THE SOUTHWEST CORNER OF A HOUSE BELONGING TO MR. WILBUR PINDELL, 16
 JA0450'FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF AN
 JA0450'18-INCH OAK TREE, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 1
 JA0450'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0450'POST PROJECTING 1 INCH.
 JA0450
 JA0450                          STATION RECOVERY (1965)
 JA0450
 JA0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0450'0.6 MI N FROM LACONIA.
 JA0450'0.1 MILE EAST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0450'LACONIA, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 11 TO A
 JA0450'TRIANGLE FORMED BY THREE ROADS, IN THE NORTHEAST CORNER OF THE
 JA0450'TRIANGLE, 76 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0450'HIGHWAY, 94 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 49 FEET
 JA0450'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 109 FEET SOUTHEAST OF
 JA0450'THE CENTER OF THE CROSSING OF THE DIRT ROAD AND THE PAVED ROAD
 JA0450'0.6 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA0450'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0450'GROUND, IN SECTION 33, T 5 S, R 4 E.
 JA0450
 JA0450                          STATION RECOVERY (2013)
 JA0450
 JA0450'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0450'RECOVERED AS DESCRIBED.
 JA0450'
 JA0450'MONUMENT IS IN POOR CONDITION, WITH PORTIONS OF THE DISK MISSING. THE
 JA0450'CENTER OF THE DISK IS STILL INTACT. NO MARKINGS ARE LEGIBLE, HOWEVER
 JA0450'THE DISTANCES REFERENCED ON THE DATA SHEET VERIFY THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2240 ***********************************************************************
 ME2240  DESIGNATION -  ANGLE
 ME2240  PID         -  ME2240
 ME2240  STATE/COUNTY-  IN/ST JOSEPH
 ME2240  COUNTRY     -  US
 ME2240  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2240
 ME2240                         *CURRENT SURVEY CONTROL
 ME2240  ______________________________________________________________________
 ME2240* NAD 83(1997) POSITION- 41 37 43.08541(N) 086 19 16.37654(W)   ADJUSTED
 ME2240* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ME2240  ______________________________________________________________________
 ME2240  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2240  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 ME2240  HORZ ORDER      -  THIRD
 ME2240
 ME2240.The horizontal coordinates were established by classical geodetic methods
 ME2240.and adjusted by the National Geodetic Survey in May 1999.
 ME2240
 ME2240.The orthometric height was scaled from a topographic map.
 ME2240
 ME2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2240.GEOID18 height accuracy estimate available here.
 ME2240
 ME2240.Click photographs - Photos may exist for this station.
 ME2240
 ME2240.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2240
 ME2240. The following values were computed from the NAD 83(1997) position.
 ME2240
 ME2240;                    North         East     Units Scale Factor Converg.
 ME2240;SPC IN E     -   708,579.013    45,457.625   MT  1.00000326   -0 26 05.4
 ME2240;SPC IN E     - 2,324,729.65    149,138.89   sFT  1.00000326   -0 26 05.4
 ME2240;UTM  16      - 4,608,767.808   556,541.126   MT  0.99963934   +0 27 03.3
 ME2240
 ME2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2240!SPC IN E     -   0.99996941  x   1.00000326  =   0.99997267
 ME2240!UTM  16      -   0.99996941  x   0.99963934  =   0.99960876
 ME2240
 ME2240:                Primary Azimuth Mark                     Grid Az
 ME2240:SPC IN E     -  ANGLE AZ MK 2                            093 02 20.1
 ME2240:UTM  16      -  ANGLE AZ MK 2                            092 09 11.4
 ME2240
 ME2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5654108767(NAD 83)
 ME2240
 ME2240|---------------------------------------------------------------------|
 ME2240| PID    Reference Object                     Distance      Geod. Az  |
 ME2240|                                                           dddmmss.s |
 ME2240| CM2682 ANGLE AZ MK 2                                      0923614.7 |
 ME2240| CM2681 ANGLE AZ MK                                        0923820.6 |
 ME2240| CM2683 ANGLE RM 1                           26.943 METERS 11138     |
 ME2240| CM2684 ANGLE RM 2                           26.666 METERS 33936     |
 ME2240|---------------------------------------------------------------------|
 ME2240
 ME2240                          SUPERSEDED SURVEY CONTROL
 ME2240
 ME2240  NAD 83(1994)-  41 37 43.08827(N)    086 19 16.38063(W) AD(       ) 3
 ME2240  NAD 83(1986)-  41 37 43.08840(N)    086 19 16.38223(W) AD(       ) 3
 ME2240  NAD 27      -  41 37 42.92300(N)    086 19 16.35500(W) AD(       ) 3
 ME2240
 ME2240.Superseded values are not recommended for survey control.
 ME2240
 ME2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2240.See file dsdata.pdf to determine how the superseded data were derived.
 ME2240
 ME2240_MARKER: DS = TRIANGULATION STATION DISK
 ME2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2240_STAMPING: ANGLE 1952
 ME2240_MARK LOGO: CGS
 ME2240_PROJECTION: FLUSH
 ME2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2240+STABILITY: SURFACE MOTION
 ME2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2240+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 ME2240
 ME2240  HISTORY     - Date     Condition        Report By
 ME2240  HISTORY     - 1952     MONUMENTED       CGS
 ME2240  HISTORY     - 1967     GOOD             CGS
 ME2240  HISTORY     - 20060309 GOOD             INDIV
 ME2240  HISTORY     - 20060912 GOOD             CMT
 ME2240
 ME2240                          STATION DESCRIPTION
 ME2240
 ME2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2240'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF SOUTH BEND AND 5 MILES
 ME2240'NORTH OF NORTH LIBERTY.
 ME2240'
 ME2240'IT IS 177 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 123 AND
 ME2240'23 AND IRELAND ROAD, 115 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23,
 ME2240'64 FEET EAST OF THE CENTER OF STATE HIGHWAY 123.  THE MARK IS FLUSH
 ME2240'AND THE DISK IS STAMPED ANGLE 1952.
 ME2240'
 ME2240'REFERENCE MARK NO. 1 IS 69 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2240'23, 40 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTHWEST OF A
 ME2240'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ANGLE
 ME2240'NO 1 1952.
 ME2240'
 ME2240'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2240'123 AND 30 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 ME2240'DISK IS STAMPED ANGLE NO 2 1952.
 ME2240'
 ME2240'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF IRELAND ROAD, 1 FOOT
 ME2240'NORTH OF A POWER LINE POLE AND 1 FOOT NORTHWEST OF A WHITE WITNESS
 ME2240'POST.  THE MARK PROJECTS EIGHT INCHES AND THE DISK IS STAMPED ANGLE
 ME2240'1952.
 ME2240'
 ME2240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON IRELAND ROAD
 ME2240'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2240'
 ME2240'STATION IS ON HIGHWAY RIGHT-OF-WAY.
 ME2240'
 ME2240'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2240
 ME2240                          STATION RECOVERY (1967)
 ME2240
 ME2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2240'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 ME2240'GOOD CONDITION.  THE AZIMUTH MARK WAS ON A SMALL HUMP AND ABOUT TO BE
 ME2240'LOST BY GRADING.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCE TO
 ME2240'THE REFERENCE MARKS CHECKED BUT THE DIRECTION TO EACH MARK WAS FOUND
 ME2240'TO BE IN ERROR.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE ADDITION OF
 ME2240'THE NEW AZIMUTH MARK.
 ME2240'
 ME2240'THE AZIMUTH MARK IS 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2240'EICHSTEDT CABINET TOP CO. CONCRETE BLOCK OFFICE BUILDING, 33 FEET
 ME2240'SOUTH OF THE CENTERLINE OF IRELAND ROAD, 5 FEET WEST OF A POWER POLE,
 ME2240'AND 2 FEET WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 ME2240'INCHES AND THE DISK IS STAMPED ANGLE 1952 AZ 2 1967.  THE ARROW ON THE
 ME2240'DISK IS POINTING TO THE SOUTH OF THE STATION.
 ME2240'
 ME2240'NOTE-THE OLD AZIMUTH MARK WAS THOUGHT TO BE LEANING SLIGHTLY TO THE
 ME2240'EAST BUT NOT ENOUGH TO CONSIDER LOST.
 ME2240'
 ME2240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST OF
 ME2240'SOUTH BEND.
 ME2240
 ME2240                          STATION RECOVERY (2006)
 ME2240
 ME2240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2240'MARK IS NOW 0.1FT BELOW GRADE, 1FT SOUTH OF ORANGE CARSONITE WITNESS
 ME2240'POST, AND N 1 DEGREE 11' E 57.6FT FROM THE FACE OF A STRAIN POLE AT
 ME2240'THE INTERSECTION.
 ME2240
 ME2240                          STATION RECOVERY (2006)
 ME2240
 ME2240'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME2240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0452 ***********************************************************************
 JA0452  DESIGNATION -  ANGLE AZ MK
 JA0452  PID         -  JA0452
 JA0452  STATE/COUNTY-  IN/HARRISON
 JA0452  COUNTRY     -  US
 JA0452  USGS QUAD   -  LACONIA (2019)
 JA0452
 JA0452                         *CURRENT SURVEY CONTROL
 JA0452  ______________________________________________________________________
 JA0452* NAD 83(1986) POSITION- 38 02 30.     (N) 086 05 10.     (W)   SCALED
 JA0452* NAVD 88 ORTHO HEIGHT -   200.619 (meters)      658.20  (feet) ADJUSTED
 JA0452  ______________________________________________________________________
 JA0452  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 JA0452  DYNAMIC HEIGHT  -        200.477 (meters)      657.73  (feet) COMP
 JA0452  MODELED GRAVITY -    979,916.4   (mgal)                       NAVD 88
 JA0452
 JA0452  VERT ORDER      -  FIRST     CLASS II
 JA0452
 JA0452.The horizontal coordinates were scaled from a map and have
 JA0452.an estimated accuracy of +/- 6 seconds.
 JA0452
 JA0452.The orthometric height was determined by differential leveling and
 JA0452.adjusted by the NATIONAL GEODETIC SURVEY
 JA0452.in June 1991.
 JA0452
 JA0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0452.GEOID18 height accuracy estimate available here.
 JA0452
 JA0452.Click photographs - Photos may exist for this station.
 JA0452
 JA0452.The dynamic height is computed by dividing the NAVD 88
 JA0452.geopotential number by the normal gravity value computed on the
 JA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0452.degrees latitude (g = 980.6199 gals.).
 JA0452
 JA0452.The modeled gravity was interpolated from observed gravity values.
 JA0452
 JA0452;                    North         East    Units  Estimated Accuracy
 JA0452;SPC IN E     -   310,200.       63,180.      MT  (+/- 180 meters Scaled)
 JA0452
 JA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH801108(NAD 83)
 JA0452
 JA0452                          SUPERSEDED SURVEY CONTROL
 JA0452
 JA0452  NGVD 29 (??/??/92)  200.739  (m)          658.59   (f) ADJ UNCH    1 2
 JA0452
 JA0452.Superseded values are not recommended for survey control.
 JA0452
 JA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0452.See file dsdata.pdf to determine how the superseded data were derived.
 JA0452
 JA0452_MARKER: DZ = AZIMUTH MARK DISK
 JA0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0452_STAMPING: ANGLE 1947
 JA0452_MARK LOGO: CGS
 JA0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0452+STABILITY: SURFACE MOTION
 JA0452
 JA0452  HISTORY     - Date     Condition        Report By
 JA0452  HISTORY     - 1947     MONUMENTED       CGS
 JA0452  HISTORY     - 1965     GOOD             CGS
 JA0452
 JA0452                          STATION DESCRIPTION
 JA0452
 JA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0452'0.8 MI N FROM LACONIA.
 JA0452'0.6 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0452'LACONIA, THENCE 0.2 MILE NORTH ALONG A PAVED ROAD, 96 FEET
 JA0452'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 JA0452'HOUSE BELONGING TO WILBUR PINDELL, 16 FEET WEST OF THE CENTER
 JA0452'LINE OF THE ROAD, 5 FEET SOUTH OF AN 18-INCH OAK TREE, 0.9 FOOT
 JA0452'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 JA0452'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JA0452'INCH, IN SECTION 29, T 5 S, R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0451 ***********************************************************************
 JA0451  DESIGNATION -  ANGLE RM 1
 JA0451  PID         -  JA0451
 JA0451  STATE/COUNTY-  IN/HARRISON
 JA0451  COUNTRY     -  US
 JA0451  USGS QUAD   -  LACONIA (2019)
 JA0451
 JA0451                         *CURRENT SURVEY CONTROL
 JA0451  ______________________________________________________________________
 JA0451* NAD 83(1986) POSITION- 38 02 20.71   (N) 086 05 05.67   (W)   HD_HELD1
 JA0451* NAVD 88 ORTHO HEIGHT -   198.238 (meters)      650.39  (feet) ADJUSTED
 JA0451  ______________________________________________________________________
 JA0451  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA0451  DYNAMIC HEIGHT  -        198.098 (meters)      649.93  (feet) COMP
 JA0451  MODELED GRAVITY -    979,916.2   (mgal)                       NAVD 88
 JA0451
 JA0451  VERT ORDER      -  FIRST     CLASS II
 JA0451
 JA0451.The horizontal coordinates were determined by differentially corrected
 JA0451.hand held GPS observations or other comparable positioning techniques
 JA0451.and have an estimated accuracy of +/- 3 meters.
 JA0451
 JA0451.The orthometric height was determined by differential leveling and
 JA0451.adjusted by the NATIONAL GEODETIC SURVEY
 JA0451.in June 1991.
 JA0451
 JA0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0451.GEOID18 height accuracy estimate available here.
 JA0451
 JA0451.Click photographs - Photos may exist for this station.
 JA0451
 JA0451.The dynamic height is computed by dividing the NAVD 88
 JA0451.geopotential number by the normal gravity value computed on the
 JA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0451.degrees latitude (g = 980.6199 gals.).
 JA0451
 JA0451.The modeled gravity was interpolated from observed gravity values.
 JA0451
 JA0451;                    North         East    Units  Estimated Accuracy
 JA0451;SPC IN E     -   309,914.9      63,285.5     MT  (+/- 3 meters HH1 GPS) 
 JA0451
 JA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8030010546(NAD 83)
 JA0451
 JA0451                          SUPERSEDED SURVEY CONTROL
 JA0451
 JA0451  NGVD 29 (??/??/92)  198.358  (m)          650.78   (f) ADJ UNCH    1 2
 JA0451
 JA0451.Superseded values are not recommended for survey control.
 JA0451
 JA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0451.See file dsdata.pdf to determine how the superseded data were derived.
 JA0451
 JA0451_MARKER: DR = REFERENCE MARK DISK
 JA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0451_STAMPING: ANGLE NO 1 1947
 JA0451_MARK LOGO: CGS
 JA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0451+STABILITY: SURFACE MOTION
 JA0451
 JA0451  HISTORY     - Date     Condition        Report By
 JA0451  HISTORY     - 1947     MONUMENTED       CGS
 JA0451  HISTORY     - 1965     GOOD             CGS
 JA0451
 JA0451                          STATION DESCRIPTION
 JA0451
 JA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0451'0.6 MI N FROM LACONIA.
 JA0451'0.1 MILE EAST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0451'LACONIA, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 11, IN THE
 JA0451'NORTHEAST CORNER OF A TRIANGLE FORMED BY THREE ROADS, IN SECTION
 JA0451'33, T 5 S, R 4 E, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0451'HIGHWAY, 106 FEET EAST-NORTHEAST OF TRIANGULATION STATION ANGLE
 JA0451'1947, 17 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 9 FEET
 JA0451'WEST OF A STOP SIGN, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JA0451'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0449 ***********************************************************************
 JA0449  DESIGNATION -  ANGLE RM 2
 JA0449  PID         -  JA0449
 JA0449  STATE/COUNTY-  IN/HARRISON
 JA0449  COUNTRY     -  US
 JA0449  USGS QUAD   -  LACONIA (2019)
 JA0449
 JA0449                         *CURRENT SURVEY CONTROL
 JA0449  ______________________________________________________________________
 JA0449* NAD 83(1986) POSITION- 38 02 19.39   (N) 086 05 07.05   (W)   HD_HELD1
 JA0449* NAVD 88 ORTHO HEIGHT -   199.071 (meters)      653.12  (feet) ADJUSTED
 JA0449  ______________________________________________________________________
 JA0449  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA0449  DYNAMIC HEIGHT  -        198.930 (meters)      652.66  (feet) COMP
 JA0449  MODELED GRAVITY -    979,916.2   (mgal)                       NAVD 88
 JA0449
 JA0449  VERT ORDER      -  FIRST     CLASS II
 JA0449
 JA0449.The horizontal coordinates were determined by differentially corrected
 JA0449.hand held GPS observations or other comparable positioning techniques
 JA0449.and have an estimated accuracy of +/- 3 meters.
 JA0449
 JA0449.The orthometric height was determined by differential leveling and
 JA0449.adjusted by the NATIONAL GEODETIC SURVEY
 JA0449.in June 1991.
 JA0449
 JA0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0449.GEOID18 height accuracy estimate available here.
 JA0449
 JA0449.Click photographs - Photos may exist for this station.
 JA0449
 JA0449.The dynamic height is computed by dividing the NAVD 88
 JA0449.geopotential number by the normal gravity value computed on the
 JA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0449.degrees latitude (g = 980.6199 gals.).
 JA0449
 JA0449.The modeled gravity was interpolated from observed gravity values.
 JA0449
 JA0449;                    North         East    Units  Estimated Accuracy
 JA0449;SPC IN E     -   309,874.3      63,251.6     MT  (+/- 3 meters HH1 GPS) 
 JA0449
 JA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8026710505(NAD 83)
 JA0449
 JA0449                          SUPERSEDED SURVEY CONTROL
 JA0449
 JA0449  NGVD 29 (??/??/92)  199.191  (m)          653.51   (f) ADJ UNCH    1 2
 JA0449
 JA0449.Superseded values are not recommended for survey control.
 JA0449
 JA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0449.See file dsdata.pdf to determine how the superseded data were derived.
 JA0449
 JA0449_MARKER: DR = REFERENCE MARK DISK
 JA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0449_STAMPING: ANGLE NO 2 1947
 JA0449_MARK LOGO: CGS
 JA0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0449+STABILITY: SURFACE MOTION
 JA0449
 JA0449  HISTORY     - Date     Condition        Report By
 JA0449  HISTORY     - 1947     MONUMENTED       CGS
 JA0449  HISTORY     - 1965     GOOD             CGS
 JA0449
 JA0449                          STATION DESCRIPTION
 JA0449
 JA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0449'0.6 MI N FROM LACONIA.
 JA0449'0.1 MILE EAST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0449'LACONIA, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 11, IN THE
 JA0449'TRIANGLE FORMED BY THREE ROADS, 20 FEET WEST OF THE CENTER LINE
 JA0449'OF THE HIGHWAY, 102 FEET SOUTH OF TRIANGULATION STATION ANGLE
 JA0449'1947, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JA0449'CONCRETE POST PROJECTING 1 INCH, IN SECTION 33, T 5 S, R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1471 ***********************************************************************
 MD1471  DESIGNATION -  ANGOLA
 MD1471  PID         -  MD1471
 MD1471  STATE/COUNTY-  IN/STEUBEN
 MD1471  COUNTRY     -  US
 MD1471  USGS QUAD   -  ANGOLA WEST (2019)
 MD1471
 MD1471                         *CURRENT SURVEY CONTROL
 MD1471  ______________________________________________________________________
 MD1471* NAD 83(1997) POSITION- 41 38 03.58147(N) 085 01 41.10706(W)   ADJUSTED
 MD1471* NAVD 88 ORTHO HEIGHT -   336.    (meters)     1102.    (feet) SCALED
 MD1471  ______________________________________________________________________
 MD1471  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 MD1471  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 MD1471  HORZ ORDER      -  SECOND
 MD1471
 MD1471.The horizontal coordinates were established by classical geodetic methods
 MD1471.and adjusted by the National Geodetic Survey in May 1999.
 MD1471
 MD1471.The orthometric height was scaled from a topographic map.
 MD1471
 MD1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1471.GEOID18 height accuracy estimate available here.
 MD1471
 MD1471.Click photographs - Photos may exist for this station.
 MD1471
 MD1471.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1471
 MD1471. The following values were computed from the NAD 83(1997) position.
 MD1471
 MD1471;                    North         East     Units Scale Factor Converg.
 MD1471;SPC IN E     -   709,201.360   153,207.130   MT  1.00000149   +0 25 27.4
 MD1471;SPC IN E     - 2,326,771.46    502,647.06   sFT  1.00000149   +0 25 27.4
 MD1471;UTM  16      - 4,611,055.553   664,244.782   MT  0.99993198   +1 18 37.4
 MD1471
 MD1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1471!SPC IN E     -   0.99995254  x   1.00000149  =   0.99995403
 MD1471!UTM  16      -   0.99995254  x   0.99993198  =   0.99988452
 MD1471
 MD1471:                Primary Azimuth Mark                     Grid Az
 MD1471:SPC IN E     -  ANGOLA N IND PUB SER RAD MAST            083 12 06.8
 MD1471:UTM  16      -  ANGOLA N IND PUB SER RAD MAST            082 18 56.8
 MD1471
 MD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6424411055(NAD 83)
 MD1471
 MD1471|---------------------------------------------------------------------|
 MD1471| PID    Reference Object                     Distance      Geod. Az  |
 MD1471|                                                           dddmmss.s |
 MD1471| CC7734 ANGOLA RM 4                          12.259 METERS 00555     |
 MD1471| CC7735 ANGOLA 2 RM 5                                      06326     |
 MD1471| MD1473 ANGOLA WEATHERHEAD MFG CO TANK      APPROX. 2.5 KM 0670012.9 |
 MD1471| MD1475 ANGOLA MUNICIPAL TANK               APPROX. 2.3 KM 0751319.8 |
 MD1471| MD1480 ANGOLA 2                             19.100 METERS 08116     |
 MD1471| CC7730 ANGOLA AZ MK                                       0832705.1 |
 MD1471| MD1470 ANGOLA N IND PUB SER RAD MAST       APPROX. 1.8 KM 0833734.2 |
 MD1471| MD1857 ANGOLA COUNTY COURTHOUSE DOME       APPROX. 2.4 KM 0895138.4 |
 MD1471| CC7736 ANGOLA 2 RM 6                                      10037     |
 MD1471| CC7733 ANGOLA RM 3                          13.762 METERS 18855     |
 MD1471| CC7731 ANGOLA RM 1                          22.340 METERS 23311     |
 MD1471| CC7732 ANGOLA RM 2                          24.875 METERS 31507     |
 MD1471|---------------------------------------------------------------------|
 MD1471
 MD1471                          SUPERSEDED SURVEY CONTROL
 MD1471
 MD1471  NAD 83(1995)-  41 38 03.58127(N)    085 01 41.10797(W) AD(       ) 2
 MD1471  NAD 83(1994)-  41 38 03.58165(N)    085 01 41.11277(W) AD(       ) 2
 MD1471  NAD 83(1986)-  41 38 03.58220(N)    085 01 41.12005(W) AD(       ) 2
 MD1471  NAD 27      -  41 38 03.40060(N)    085 01 41.24320(W) AD(       ) 2
 MD1471
 MD1471.Superseded values are not recommended for survey control.
 MD1471
 MD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1471.See file dsdata.pdf to determine how the superseded data were derived.
 MD1471
 MD1471_MARKER: DS = TRIANGULATION STATION DISK
 MD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1471_STAMPING: ANGOLA 1946
 MD1471_MARK LOGO: CGS
 MD1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1471+STABILITY: SURFACE MOTION
 MD1471
 MD1471  HISTORY     - Date     Condition        Report By
 MD1471  HISTORY     - 1946     MONUMENTED       CGS
 MD1471  HISTORY     - 1960     GOOD             CGS
 MD1471  HISTORY     - 1975     GOOD             NGS
 MD1471  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1471
 MD1471                          STATION DESCRIPTION
 MD1471
 MD1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1471'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF ANGOLA AND 80 YARDS SOUTH
 MD1471'OF U.S.  HIGHWAY 20.  IT IS 35 FEET EAST OF THE APPROXIMATE CENTERLINE
 MD1471'OF A GRAVEL ROAD, 24 FEET NORTH OF A 20 INCH OAK TREE, 21 FEET SOUTH
 MD1471'OF A 15 INCH HICKORY TREE AND 7 FEET EAST OF A WHITE WITNESS POST.
 MD1471'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ANGOLA 1946.
 MD1471'
 MD1471'REFERENCE MARK NO. 1 IS 73.29 FEET SOUTHWEST OF THE STATION ON THE
 MD1471'WEST SIDE OF THE ROAD.  IT IS 25 FEET WEST OF THE APPROXIMATE CENTER
 MD1471'OF THE ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1471'ANGOLA NO 1 1946.
 MD1471'
 MD1471'REFERENCE MARK NO. 2 IS 81.61 FEET NORTHWEST OF THE STATION ON THE
 MD1471'WEST SIDE OF THE ROAD.  IT IS 27 FEET WEST OF THE APPROXIMATE CENTER
 MD1471'OF THE ROAD AND ABOUT 60 YARDS SOUTH OF U.S.  HIGHWAY 20.  THE MARK
 MD1471'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ANGOLA NO 2 1946.
 MD1471'
 MD1471'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION ON THE SOUTH SIDE HIGHWAY
 MD1471'20.  IT IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8 FEET WEST OF
 MD1471'A TELEPHONE POLE AND ABOUT 100 YARDS WEST OF A BARN.  THE MARK
 MD1471'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ANGOLA 1946.
 MD1471'
 MD1471'TO REACH THE STATION FROM THE CIRCLE IN ANGOLA, GO WEST ON U.S.
 MD1471'HIGHWAY 20 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.4
 MD1471'MILE TO A GRAVEL CROSSROAD AND SIGN TO CROOKED LAKE, TURN LEFT AND GO
 MD1471'0.05 MILE TO TOP OF GRADE AND STATION ON THE LEFT.
 MD1471'
 MD1471'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1471
 MD1471                          STATION RECOVERY (1960)
 MD1471
 MD1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1471'RECOVERED ONLY THE STATION AND AZIMUTH MARKS IN APPARENTLY GOOD
 MD1471'CONDITION.  ORIGINAL REFERENCE MARKS ARE EVIDENTLY REMOVED TO PLACES
 MD1471'UNKNOWN.  TWO NEW R.M.S WERE SET.  GROWING TREES HAVE OBSTRUCTED THE
 MD1471'AZIMUTH MARK THAT POSSIBLY CLEAR IN WINTER.
 MD1471'
 MD1471'ABOUT 1.6 MILES W ALONG NO. 20 U.S. HIGHWAY FROM THE TOWN SQUARE OR
 MD1471'TRAFFIC CIRCLE IN ANGOLA, ON TOP OF A HILL, ABOUT 87 YARDS S OF CENTER
 MD1471'LINE OF THE HIGHWAY, 97 - 1/2 FEET E OF NE CORNER OF BRICK-FRONTED
 MD1471'LARGE BARN, 0.5 FOOT N OF PROJECTED PLANE OF THE N WALL (SAID BRICK
 MD1471'FRONT) OF SAME, 31 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 5 FEET
 MD1471'HIGHER THAN SAME, 25 FEET N OF 24-INCH OAK, 21 - 1/2 FEET S OF 18-INCH
 MD1471'HICKORY, STANDARD DISKS STAMPED ANGOLA 1946 IN 1A AND 7A MARKS FLUSH
 MD1471'WITH THE GROUND.
 MD1471'
 MD1471'REFERENCE STAMPED ANGOLA NO. 3 1960, NOTE 11B, PROJECTS 0.5 FOOT, IS
 MD1471'45.15 FEET OR 13.762 METERS S OF STATION, 30 FEET E OF CENTER LINE OF
 MD1471'ROAD, 12 FEET NE OF 24-INCH WHITE OAK, AND 1.7 FEET ENE OF STEEL
 MD1471'WITNESS POST.
 MD1471'
 MD1471'REFERENCE STAMPED ANGOLA NO. 4 1960, NOTE 11B, PROJECTS 0.5 FOOT, IS
 MD1471'30 FEET E OF THE CENTER LINE OF THE ROAD, AND 5 FEET SE OF CENTER OF
 MD1471'18-INCH HICKORY.
 MD1471'
 MD1471'AZIMUTH STAMPED ANGOLA 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT 0.4
 MD1471'MILE E IN AZIMUTH 263 DEG 27 MIN 04.6 SEC. FROM THE STATION, ABOUT 120
 MD1471'YARDS W OF THE CREST OF A RIDGE, 48 FEET S OF CENTER LINE OF 24-FOOT
 MD1471'HIGHWAY PAVEMENT, 3.2 FEET HIGHER THAN SAME, 21 FEET E OF PROJECTED
 MD1471'PLANE OF W WALL OF HOUSE ON S SIDE OF HIGHWAY, 7 FEET W OF A TELEPHONE
 MD1471'POLE, AND IN THE LINE OF THE TELEPHONE POLES.
 MD1471
 MD1471                          STATION RECOVERY (1975)
 MD1471
 MD1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MD1471'STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE FOUND IN
 MD1471'GOOD CONDITION, HOWEVER THE AZIMUTH MARK WAS OBSTRUCTED BY A NEW
 MD1471'BUILDING.  WIDENING OF THE ROAD WAS THE REASON FOR ESTABLISHING A NEW
 MD1471'STATION AND REFERENCE MARKS 5 AND 6.  THE DISTANCE TO REFERENCE MARKS
 MD1471'3 AND 4 CHECKED AS DID THE DIRECTION BETWEEN THE REFERENCE MARKS.
 MD1471'STATION ANGOLA 2 WAS ESTABLISHED AT THIS TIME.  FOR DETAILS SEE
 MD1471'DESCRIPTION FOR ANGOLA 2.
 MD1471'
 MD1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE OF
 MD1471'ANGOLA.
 MD1471
 MD1471                          STATION RECOVERY (2018)
 MD1471
 MD1471'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1471'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1480 ***********************************************************************
 MD1480  DESIGNATION -  ANGOLA 2
 MD1480  PID         -  MD1480
 MD1480  STATE/COUNTY-  IN/STEUBEN
 MD1480  COUNTRY     -  US
 MD1480  USGS QUAD   -  ANGOLA WEST (2019)
 MD1480
 MD1480                         *CURRENT SURVEY CONTROL
 MD1480  ______________________________________________________________________
 MD1480* NAD 83(1997) POSITION- 41 38 03.67548(N) 085 01 40.29140(W)   ADJUSTED
 MD1480* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 MD1480  ______________________________________________________________________
 MD1480  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 MD1480  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 MD1480  HORZ ORDER      -  SECOND
 MD1480
 MD1480.The horizontal coordinates were established by classical geodetic methods
 MD1480.and adjusted by the National Geodetic Survey in May 1999.
 MD1480
 MD1480.The orthometric height was scaled from a topographic map.
 MD1480
 MD1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1480.GEOID18 height accuracy estimate available here.
 MD1480
 MD1480.Click photographs - Photos may exist for this station.
 MD1480
 MD1480.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1480
 MD1480. The following values were computed from the NAD 83(1997) position.
 MD1480
 MD1480;                    North         East     Units Scale Factor Converg.
 MD1480;SPC IN E     -   709,204.400   153,225.987   MT  1.00000152   +0 25 27.9
 MD1480;SPC IN E     - 2,326,781.44    502,708.93   sFT  1.00000152   +0 25 27.9
 MD1480;UTM  16      - 4,611,058.884   664,263.588   MT  0.99993205   +1 18 37.9
 MD1480
 MD1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1480!SPC IN E     -   0.99995269  x   1.00000152  =   0.99995421
 MD1480!UTM  16      -   0.99995269  x   0.99993205  =   0.99988475
 MD1480
 MD1480:                Primary Azimuth Mark                     Grid Az
 MD1480:SPC IN E     -  ANGOLA N IND PUB SER RAD MAST            083 13 36.4
 MD1480:UTM  16      -  ANGOLA N IND PUB SER RAD MAST            082 20 26.4
 MD1480
 MD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6426311058(NAD 83)
 MD1480
 MD1480|---------------------------------------------------------------------|
 MD1480| PID    Reference Object                     Distance      Geod. Az  |
 MD1480|                                                           dddmmss.s |
 MD1480| CC7735 ANGOLA 2 RM 5                         6.942 METERS 00607     |
 MD1480| MD1470 ANGOLA N IND PUB SER RAD MAST       APPROX. 1.8 KM 0833904.3 |
 MD1480| CC7736 ANGOLA 2 RM 6                         6.335 METERS 18811     |
 MD1480| CC7733 ANGOLA RM 3                          13.758 METERS 23151     |
 MD1480| MD1471 ANGOLA                               19.100 METERS 26116     |
 MD1480| CC7734 ANGOLA RM 4                          12.263 METERS 29750     |
 MD1480|---------------------------------------------------------------------|
 MD1480
 MD1480                          SUPERSEDED SURVEY CONTROL
 MD1480
 MD1480  NAD 83(1995)-  41 38 03.67529(N)    085 01 40.29231(W) AD(       ) 2
 MD1480  NAD 83(1994)-  41 38 03.67566(N)    085 01 40.29712(W) AD(       ) 2
 MD1480  NAD 83(1986)-  41 38 03.67621(N)    085 01 40.30440(W) AD(       ) 2
 MD1480  NAD 27      -  41 38 03.49461(N)    085 01 40.42757(W) AD(       ) 2
 MD1480
 MD1480.Superseded values are not recommended for survey control.
 MD1480
 MD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1480.See file dsdata.pdf to determine how the superseded data were derived.
 MD1480
 MD1480_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1480_STAMPING: ANGOLA 2 1975
 MD1480_MARK LOGO: NGS
 MD1480_PROJECTION: FLUSH
 MD1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1480+STABILITY: SURFACE MOTION
 MD1480
 MD1480  HISTORY     - Date     Condition        Report By
 MD1480  HISTORY     - 1975     MONUMENTED       NGS
 MD1480  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1480
 MD1480                          STATION DESCRIPTION
 MD1480
 MD1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MD1480'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE BUSINESS
 MD1480'DISTRICT OF ANGOLA, ALONG THE EAST SIDE OF ROAD 200W AND ABOUT 250
 MD1480'FEET SOUTH OF STATE HIGHWAY 20.  IT IS 134 FEET NORTH OF A FENCE
 MD1480'AROUND THE STATE HIGHWAY DEPARTMENT OF TRANSPORTATION GROUNDS
 MD1480'98 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 200W AND 1 FOOT
 MD1480'WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 MD1480'STAMPED ANGOLA 2 1975.
 MD1480'
 MD1480'REFERENCE MARK 5 IS 224 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20
 MD1480'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS A PRE-CAST
 MD1480'3 FOOT ALUMINUM TYPE AND THE DISK IS STAMPED ANGOLA 2 NO 5 1975.
 MD1480'
 MD1480'REFERENCE MARK 6 IS 114 FEET NORTH OF THE FENCE AND 1 FOOT WEST OF A
 MD1480'METAL WITNESS POST.  THE MONUMENT IS A PRE-CAST 3 FOOT ALUMINUM TYPE
 MD1480'AND THE DISK STAMPED ANGOLA 2 NO 6 1975.
 MD1480'
 MD1480'THE AZIMUTH MARK SET IN 1946 IS 47 FEET SOUTH OF THE CENTERLINE OF
 MD1480'HIGHWAY 20, 43 FEET EAST OF POWER POLE NO. 498/915 AND ON A SMALL
 MD1480'RISE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1480'ANGOLA 1946.
 MD1480'
 MD1480'THE ANGOLA, N. IND. PUBLIC SERVICE CO. RADIO MAST 1946 AND THE ANGOLA
 MD1480'W. MUNICIPAL TANK       MAY BE USED AS AN AZIMUTH MARK.  THERE WAS
 MD1480'NO APPARENT PLACE TO SET A NEW AZIMUTH MARK AT THIS TIME.
 MD1480'
 MD1480'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69
 MD1480'AND U.S. HIGHWAY 20 ABOUT 2 MILES WEST OF ANGOLA, GO EAST ON HIGHWAY
 MD1480'20 FOR 1.0 MILE TO A CROSSROAD.  (COUNTY ROAD 200W) TURN RIGHT AND
 MD1480'GO SOUTH ON ROAD 200 W FOR ABOUT 0.1 MILE AND STATION ON THE LEFT,
 MD1480'EAST SIDE OF THE ROAD.
 MD1480'
 MD1480'TO REACH THE 1946 AZIMUTH MARK FROM THE STATION, GO NORTH ON ROAD
 MD1480'200W FOR 0.1 MILE TO U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON
 MD1480'HIGHWAY 20 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MD1480
 MD1480                          STATION RECOVERY (2018)
 MD1480
 MD1480'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1480'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1485 ***********************************************************************
 MD1485  DESIGNATION -  ANGOLA ATT MICROWAVE
 MD1485  PID         -  MD1485
 MD1485  STATE/COUNTY-  IN/STEUBEN
 MD1485  COUNTRY     -  US
 MD1485  USGS QUAD   -  ASHLEY (2019)
 MD1485
 MD1485                         *CURRENT SURVEY CONTROL
 MD1485  ______________________________________________________________________
 MD1485* NAD 83(1997) POSITION- 41 37 15.42862(N) 085 01 13.83921(W)   ADJUSTED
 MD1485  ______________________________________________________________________
 MD1485  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 MD1485  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 MD1485  HORZ ORDER      -  THIRD
 MD1485
 MD1485.The horizontal coordinates were established by classical geodetic methods
 MD1485.and adjusted by the National Geodetic Survey in May 1999.
 MD1485
 MD1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1485.GEOID18 height accuracy estimate available here.
 MD1485
 MD1485.Click photographs - Photos may exist for this station.
 MD1485
 MD1485.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1485
 MD1485. The following values were computed from the NAD 83(1997) position.
 MD1485
 MD1485;                    North         East     Units Scale Factor Converg.
 MD1485;SPC IN E     -   707,720.503   153,849.368   MT  1.00000234   +0 25 45.1
 MD1485;SPC IN E     - 2,321,913.02    504,754.13   sFT  1.00000234   +0 25 45.1
 MD1485;SPC MI S     -    13,647.474 3,945,500.710   MT  1.00014774   -0 26 41.9
 MD1485;SPC MI S     -    44,775.18 12,944,556.14   iFT  1.00014774   -0 26 41.9
 MD1485;UTM  16      - 4,609,584.905   664,909.796   MT  0.99993467   +1 18 54.3
 MD1485
 MD1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6490909584(NAD 83)
 MD1485
 MD1485                          SUPERSEDED SURVEY CONTROL
 MD1485
 MD1485  NAD 83(1995)-  41 37 15.42859(N)    085 01 13.83936(W) AD(       ) 3
 MD1485  NAD 83(1994)-  41 37 15.42831(N)    085 01 13.84053(W) AD(       ) 3
 MD1485  NAD 83(1986)-  41 37 15.43090(N)    085 01 13.85129(W) AD(       ) 3
 MD1485  NAD 27      -  41 37 15.24628(N)    085 01 13.97618(W) AD(       ) 3
 MD1485
 MD1485.Superseded values are not recommended for survey control.
 MD1485
 MD1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1485.See file dsdata.pdf to determine how the superseded data were derived.
 MD1485
 MD1485_MARKER: 45 = MICROWAVE TOWER
 MD1485
 MD1485  HISTORY     - Date     Condition        Report By
 MD1485  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1485
 MD1485                          STATION DESCRIPTION
 MD1485
 MD1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1485'THE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE RELAY TOWER KSA
 MD1485'40 IS LOCATED
 MD1485'ABOUT 1-1/2 MILES SOUTHWEST OF ANGOLA ON THE HIGHEST
 MD1485'HILL IN THE IMMEDIATE AREA.
 MD1485'
 MD1485'TO REACH FROM THE TRAFFIC CIRCLE IN ANGOLA, GO SOUTH ON OLD
 MD1485'ROAD 27 FOR 0.8
 MD1485'MILE TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 MD1485'FOX LAKE ROAD FOR 1.0 MILE TO A
 MD1485'ROAD RIGHT.  CONTINUE AHEAD, SOUTH
 MD1485'ON COUNTY ROAD 150 W FOR 0.1 MILE TO A DIRT ROAD
 MD1485'RIGHT.  TURN RIGHT
 MD1485'AND GO WEST ON THE DIRT ROAD FOR 0.2 MILE TO THE TOP OF THE HILL
 MD1485'AND THE TOWER.
 MD1485'
 MD1485'THE STATION IS THE LIGHT MOUNTED AT THE APEX OF, AND APPROXIMATELY
 MD1485'CENTERED ON THE
 MD1485'CONCRETE BUILDING WHICH SERVES AS THE BASE FOR THE
 MD1485'ANTENNA, WHICH IS 197 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1479 ***********************************************************************
 MD1479  DESIGNATION -  ANGOLA CABLE TV MAST
 MD1479  PID         -  MD1479
 MD1479  STATE/COUNTY-  IN/STEUBEN
 MD1479  COUNTRY     -  US
 MD1479  USGS QUAD   -  ANGOLA WEST (2019)
 MD1479
 MD1479                         *CURRENT SURVEY CONTROL
 MD1479  ______________________________________________________________________
 MD1479* NAD 83(1997) POSITION- 41 40 56.12976(N) 085 00 09.06241(W)   ADJUSTED
 MD1479  ______________________________________________________________________
 MD1479  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 MD1479  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MD1479  HORZ ORDER      -  THIRD
 MD1479
 MD1479.The horizontal coordinates were established by classical geodetic methods
 MD1479.and adjusted by the National Geodetic Survey in May 1999.
 MD1479
 MD1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1479.GEOID18 height accuracy estimate available here.
 MD1479
 MD1479.Click photographs - Photos may exist for this station.
 MD1479
 MD1479.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1479
 MD1479. The following values were computed from the NAD 83(1997) position.
 MD1479
 MD1479;                    North         East     Units Scale Factor Converg.
 MD1479;SPC IN E     -   714,540.750   155,296.468   MT  1.00000428   +0 26 30.0
 MD1479;SPC IN E     - 2,344,289.11    509,501.83   sFT  1.00000428   +0 26 30.0
 MD1479;SPC MI S     -    20,445.750 3,947,051.912   MT  1.00012501   -0 25 57.8
 MD1479;SPC MI S     -    67,079.23 12,949,645.38   iFT  1.00012501   -0 25 57.8
 MD1479;UTM  16      - 4,616,426.272   666,251.123   MT  0.99994013   +1 19 43.1
 MD1479
 MD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6625116426(NAD 83)
 MD1479
 MD1479                          SUPERSEDED SURVEY CONTROL
 MD1479
 MD1479  NAD 83(1995)-  41 40 56.12977(N)    085 00 09.06253(W) AD(       ) 3
 MD1479  NAD 83(1994)-  41 40 56.12982(N)    085 00 09.06348(W) AD(       ) 3
 MD1479  NAD 83(1986)-  41 40 56.13136(N)    085 00 09.07451(W) AD(       ) 3
 MD1479  NAD 27      -  41 40 55.94949(N)    085 00 09.20283(W) AD(       ) 3
 MD1479
 MD1479.Superseded values are not recommended for survey control.
 MD1479
 MD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1479.See file dsdata.pdf to determine how the superseded data were derived.
 MD1479
 MD1479_MARKER: 42 = RADIO/TV MAST
 MD1479
 MD1479  HISTORY     - Date     Condition        Report By
 MD1479  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1479
 MD1479                          STATION DESCRIPTION
 MD1479
 MD1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1479'THE GENERAL TELEPHONE ELECTRONIC COMMUNICATIONS, INCORPORATED
 MD1479'(GTEC) MAST IS
 MD1479'LOCATED 3 MILES NORTH OF ANGOLA, 0.15 MILE WEST OF
 MD1479'STATE HIGHWAY 27, 0.1 MILE EAST
 MD1479'OF INTERSTATE HIGHWAY 69, BEHIND THE
 MD1479'PANORAMA MOTEL.
 MD1479'
 MD1479'TO REACH FROM THE TRAFFIC CIRCLE IN ANGOLA, GO NORTH ON HIGHWAY
 MD1479'27 FOR 3.4 MILES
 MD1479'TO COUNTY ROAD 275 N ON THE LEFT.  TURN LEFT AND
 MD1479'GO WEST ON COUNTY ROAD 275 N FOR
 MD1479'0.15 MILE TO THE STATION ON THE LEFT.
 MD1479'
 MD1479'THE STATION IS THE TOP CENTER OF A SINGLE COLUMN, 3 TUBULAR
 MD1479'LEGS, GUYED MAST,
 MD1479'PAINTED RED AND WHITE, ABOUT 125 FEET HIGH WITH A
 MD1479'RED LIGHT AT THE APEX.  THIS MAST
 MD1479'HAS ANTENNAS ATTACHED AT ALL LEVELS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1857 ***********************************************************************
 MD1857  DESIGNATION -  ANGOLA COUNTY COURTHOUSE DOME
 MD1857  PID         -  MD1857
 MD1857  STATE/COUNTY-  IN/STEUBEN
 MD1857  COUNTRY     -  US
 MD1857  USGS QUAD   -  ANGOLA EAST (2019)
 MD1857
 MD1857                         *CURRENT SURVEY CONTROL
 MD1857  ______________________________________________________________________
 MD1857* NAD 83(1997) POSITION- 41 38 03.75964(N) 084 59 56.16208(W)   ADJUSTED
 MD1857  ______________________________________________________________________
 MD1857  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 MD1857  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 MD1857  HORZ ORDER      -  THIRD
 MD1857
 MD1857.The horizontal coordinates were established by classical geodetic methods
 MD1857.and adjusted by the National Geodetic Survey in May 1999.
 MD1857
 MD1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1857.GEOID18 height accuracy estimate available here.
 MD1857
 MD1857.Click photographs - Photos may exist for this station.
 MD1857
 MD1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1857
 MD1857. The following values were computed from the NAD 83(1997) position.
 MD1857
 MD1857;                    North         East     Units Scale Factor Converg.
 MD1857;SPC IN E     -   709,225.254   155,636.018   MT  1.00000474   +0 26 37.1
 MD1857;SPC IN E     - 2,326,849.85    510,615.84   sFT  1.00000474   +0 26 37.1
 MD1857;UTM  16      - 4,611,117.003   666,672.849   MT  0.99994187   +1 19 47.1
 MD1857
 MD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6667211117(NAD 83)
 MD1857
 MD1857                          SUPERSEDED SURVEY CONTROL
 MD1857
 MD1857  NAD 83(1995)-  41 38 03.75950(N)    084 59 56.16303(W) AD(       ) 3
 MD1857  NAD 83(1994)-  41 38 03.75980(N)    084 59 56.16875(W) AD(       ) 3
 MD1857  NAD 83(1986)-  41 38 03.76053(N)    084 59 56.17496(W) AD(       ) 3
 MD1857  NAD 27      -  41 38 03.57900(N)    084 59 56.30100(W) AD(       ) 3
 MD1857
 MD1857.Superseded values are not recommended for survey control.
 MD1857
 MD1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1857.See file dsdata.pdf to determine how the superseded data were derived.
 MD1857
 MD1857_MARKER: 87 = DOME
 MD1857
 MD1857  HISTORY     - Date     Condition        Report By
 MD1857  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1857  HISTORY     - 1960     GOOD             CGS
 MD1857
 MD1857                          STATION DESCRIPTION
 MD1857
 MD1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1857'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE CIRCLE IN ANGOLA.  IT
 MD1857'IS A SMALL WHITE WOODEN DOME ON THE NORTH END OF A 2 STORY RED BRICK
 MD1857'BUILDING BUILT IN 1867 AND ABOUT 80 FEET ABOVE THE GROUND.  THE POINT
 MD1857'INTERSECTED WAS THE CENTER OF THE DOME.
 MD1857
 MD1857                          STATION RECOVERY (1960)
 MD1857
 MD1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1857'RECOVERED AS DESCRIBED.  THE COUNTY SURVEYOR STATED THAT IT IS THE
 MD1857'SAME AS IN 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1896 ***********************************************************************
 MD1896  CBN         -  This is a Cooperative Base Network Control Station.
 MD1896  PACS        -  This is a Primary Airport Control Station.
 MD1896  DESIGNATION -  ANGPORT
 MD1896  PID         -  MD1896
 MD1896  STATE/COUNTY-  IN/STEUBEN
 MD1896  COUNTRY     -  US
 MD1896  USGS QUAD   -  ANGOLA WEST (2019)
 MD1896
 MD1896                         *CURRENT SURVEY CONTROL
 MD1896  ______________________________________________________________________
 MD1896* NAD 83(2011) POSITION- 41 38 11.44229(N) 085 05 15.78213(W)   ADJUSTED
 MD1896* NAD 83(2011) ELLIP HT-   265.936 (meters)        (06/27/12)   ADJUSTED
 MD1896* NAD 83(2011) EPOCH   -  2010.00
 MD1896* NAVD 88 ORTHO HEIGHT -   299.166 (meters)      981.51  (feet) ADJUSTED
 MD1896  ______________________________________________________________________
 MD1896  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 MD1896  NAD 83(2011) X  -    408,810.073 (meters)                     COMP
 MD1896  NAD 83(2011) Y  - -4,756,581.371 (meters)                     COMP
 MD1896  NAD 83(2011) Z  -  4,215,692.383 (meters)                     COMP
 MD1896  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 MD1896  DYNAMIC HEIGHT  -        299.052 (meters)      981.14  (feet) COMP
 MD1896  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 MD1896
 MD1896  VERT ORDER      -  SECOND    CLASS I
 MD1896
 MD1896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1896  Standards:
 MD1896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1896  -------------------------------------------------------------------
 MD1896  NETWORK    0.40   0.88           0.18   0.14   0.45     -0.01718546
 MD1896  -------------------------------------------------------------------
 MD1896  Click here for local accuracies and other accuracy information.
 MD1896
 MD1896.This mark is at Williams County Airport (0G6)
 MD1896.This mark is at Tri-State Steuben County Airport (ANQ)
 MD1896
 MD1896.The horizontal coordinates were established by GPS observations
 MD1896.and adjusted by the National Geodetic Survey in June 2012.
 MD1896
 MD1896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1896.been affixed to the stable North American tectonic plate. See 
 MD1896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1896
 MD1896.The horizontal coordinates are valid at the epoch date displayed above
 MD1896.which is a decimal equivalence of Year/Month/Day.
 MD1896
 MD1896.The orthometric height was determined by differential leveling and
 MD1896.adjusted by the NATIONAL GEODETIC SURVEY
 MD1896.in March 2022.
 MD1896
 MD1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1896.GEOID18 height accuracy estimate available here.
 MD1896
 MD1896.Click photographs - Photos may exist for this station.
 MD1896
 MD1896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1896
 MD1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1896
 MD1896.The ellipsoidal height was determined by GPS observations
 MD1896.and is referenced to NAD 83.
 MD1896
 MD1896.The dynamic height is computed by dividing the NAVD 88
 MD1896.geopotential number by the normal gravity value computed on the
 MD1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1896.degrees latitude (g = 980.6199 gals.).
 MD1896
 MD1896.The modeled gravity was interpolated from observed gravity values.
 MD1896
 MD1896. The following values were computed from the NAD 83(2011) position.
 MD1896
 MD1896;                    North         East     Units Scale Factor Converg.
 MD1896;SPC IN E     -   709,408.799   148,236.896   MT  0.99999529   +0 23 04.8
 MD1896;SPC IN E     - 2,327,452.03    486,340.55   sFT  0.99999529   +0 23 04.8
 MD1896;UTM  16      - 4,611,186.092   659,272.314   MT  0.99991218   +1 16 14.9
 MD1896
 MD1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1896!SPC IN E     -   0.99995829  x   0.99999529  =   0.99995358
 MD1896!UTM  16      -   0.99995829  x   0.99991218  =   0.99987047
 MD1896
 MD1896:                Primary Azimuth Mark                     Grid Az
 MD1896:SPC IN E     -  ANGPORT AZ MK                            046 37 56.2
 MD1896:UTM  16      -  ANGPORT AZ MK                            045 44 46.1
 MD1896
 MD1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5927211186(NAD 83)
 MD1896
 MD1896|---------------------------------------------------------------------|
 MD1896| PID    Reference Object                     Distance      Geod. Az  |
 MD1896|                                                           dddmmss.s |
 MD1896| MD1897 ANGPORT AZ MK                       APPROX. 0.8 KM 0470101.0 |
 MD1896|---------------------------------------------------------------------|
 MD1896
 MD1896                          SUPERSEDED SURVEY CONTROL
 MD1896
 MD1896  NAD 83(2007)-  41 38 11.44244(N)    085 05 15.78308(W) AD(2002.00) 0
 MD1896  ELLIP H (02/10/07)  265.953  (m)                       GP(2002.00)    
 MD1896  NAD 83(1997)-  41 38 11.44251(N)    085 05 15.78289(W) AD(       ) B
 MD1896  ELLIP H (04/10/98)  265.953  (m)                       GP(       ) 4 1
 MD1896  NAD 83(1995)-  41 38 11.44216(N)    085 05 15.79106(W) AD(       ) 3
 MD1896  NAD 83(1994)-  41 38 11.44305(N)    085 05 15.79339(W) AD(       ) 3
 MD1896  NAD 83(1986)-  41 38 11.44338(N)    085 05 15.79397(W) AD(       ) 3
 MD1896  NAD 27      -  41 38 11.27802(N)    085 05 15.90380(W) AD(       ) 3
 MD1896  NAVD 88 (03/18/02)  299.16   (m)  GEOID99  model used  GPS OBS        
 MD1896  NAVD 88 (03/12/99)  299.17   (m)  UNKNOWN  model used  GPS OBS        
 MD1896  NAVD 88 (09/30/91)  299.22   (m)  UNKNOWN  model used  GPS OBS        
 MD1896  NGVD 29 (02/23/89)  299.28   (m)  RAPSU86  model used  GPS OBS        
 MD1896
 MD1896.Superseded values are not recommended for survey control.
 MD1896
 MD1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1896.See file dsdata.pdf to determine how the superseded data were derived.
 MD1896
 MD1896_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1896_STAMPING: ANGPORT 1986
 MD1896_MARK LOGO: NGS
 MD1896_PROJECTION: FLUSH
 MD1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1896+STABILITY: SURFACE MOTION
 MD1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1896+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2019
 MD1896
 MD1896  HISTORY     - Date     Condition        Report By
 MD1896  HISTORY     - 1986     MONUMENTED       NGS
 MD1896  HISTORY     - 19891206 GOOD             NGS
 MD1896  HISTORY     - 19970514 GOOD             NGS
 MD1896  HISTORY     - 19980726 GOOD             WOOLPT
 MD1896  HISTORY     - 20010501 GOOD             WOOLPT
 MD1896  HISTORY     - 20191001 GOOD             INDOT
 MD1896
 MD1896                          STATION DESCRIPTION
 MD1896
 MD1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1896'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF ANGOLA, 3.2 KM
 MD1896'(2.00 MI) WEST OF INTERSTATE HIGHWAY 69 AND AT THE
 MD1896'ANGOLA-TRISTATE-STEUBEN COUNTY AIRPORT.  OWNERSHIP--STEUBEN AVIATION,
 MD1896'RT 7, BOX 241, ANGOLA, IN 46703, PHONE 219-665-3212.  AIRPORT MANAGER
 MD1896'IS W. EYSTER.
 MD1896'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 MD1896'U.S. HIGHWAY 20 WHICH IS 4.8 KM (3.00 MI) WEST OF ANGOLA, GO WEST ON
 MD1896'U.S. HIGHWAY 20 FOR 3.2 KM (2.00 MI) TO AIRPORT OFFICE ON THE RIGHT.
 MD1896'FROM THE FUEL PUMPS AT THE NORTHWEST CORNER OF AIRPORT OFFICE, GO
 MD1896'NORTH-NORTHWEST ACROSS APRON AND TAXIWAY FOR 0.18 KM (0.10 MI) TO THE
 MD1896'JUNCTION OF RUNWAY AND THE STATION ON THE RIGHT.
 MD1896'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---ANGPORT
 MD1896'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1896'FLUSH WITH THE GROUND.  LOCATED 22.0 M (72.2 FT) EAST-NORTHEAST FROM
 MD1896'THE CENTER OF TAXIWAY, 18.3 M (60.0 FT) SOUTHEAST FROM CENTER OF
 MD1896'RUNWAY AND 1.3 M (4.3 FT) SOUTHEAST FROM A BLUE RUNWAY MARKER LIGHT
 MD1896'AND FIBERGLASS WITNESS POST.
 MD1896'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1896'DESCRIBED BY D.L. ADAMS.
 MD1896
 MD1896                          STATION RECOVERY (1989)
 MD1896
 MD1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD1896'RECOVERED IN GOOD CONDITION.
 MD1896
 MD1896                          STATION RECOVERY (1997)
 MD1896
 MD1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MD1896'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF ANGOLA, 3.2 KM
 MD1896'(2.00 MI) WEST OF INTERSTATE HIGHWAY 69, AT THE ANGOLA TRI-STATE
 MD1896'STEUBEN COUNTY AIRPORT, NEAR THE WEST ROUNDED CORNER OF THE FIRST
 MD1896'GRASS MEDIAN EAST-NORTHEAST OF RUNWAY END 5, JUST SOUTHEAST OF A SET
 MD1896'OF 2 TAXI LIGHTS AND SHORT WITNESS POST.  OWNERSHIP--STEUBEN COUNTY,
 MD1896'COUNTY COURTHOUSE, ANGOLA IN 46703.  AIRPORT ADDRESS, 5220 WEST U.S.
 MD1896'20, ANGOLA IN 46703.  AIRPORT MANAGER IS WILLIAM EYSTER, PHONE
 MD1896'219-665-3212.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MD1896'HIGHWAY 69 AND U.S. HIGHWAY 20 (EXIT 148), ABOUT 4.8 KM (3.00 MI) WEST
 MD1896'OF ANGOLA, GO WEST FOR 3.2 KM (2.00 MI) ALONG HIGHWAY 20 TO THE
 MD1896'AIRPORT ENTRANCE AND OFFICE ON THE RIGHT.  FROM THE FUEL PUMPS NEAR
 MD1896'THE NORTHWEST CORNER OF THE OFFICE, GO NORTH-NORTHWEST FOR 0.18 KM
 MD1896'(0.10 MI) ACROSS APRON AND ALONG TAXI/RAMP TO THE RUNWAY AND THE
 MD1896'STATION ON THE RIGHT, JUST SOUTHEAST OF THE 2 TAXI LIGHTS.  STATION IS
 MD1896'21.3 M (69.9 FT) EAST-NORTHEAST OF A TAXI REFLECTOR EMBEDDED IN AND
 MD1896'NEAR THE TAXI/RAMP CENTER, 18.3 M (60.0 FT) SOUTHEAST OF THE RUNWAY
 MD1896'CENTER, 1.3 M (4.3 FT) SOUTHEAST OF AND IN LINE WITH THE SOUTHEAST 1
 MD1896'OF 2 TAXI LIGHTS NEAR RUNWAY END 5, 1.2 M (3.9 FT) SOUTHEAST OF A
 MD1896'SHORT WITNESS POST, ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH GROUND.
 MD1896'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 MD1896'STATION.
 MD1896
 MD1896                          STATION RECOVERY (1998)
 MD1896
 MD1896'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 MD1896'WOOLPERT LLP 1998 (ARL).   RECOVERED AS DESCRIBED, EXCEPT FOR A CHANGE
 MD1896'IN OWNERSHIP OF THE AIRPORT.  OWNERSHIP--GPI AVIATION INC., 5220 WEST
 MD1896'US ROUTE 20, ANGOLA, INDIANA, 46703, PHONE 219-665-3212, FAX
 MD1896'219-665-5221.  AIRPORT MANAGER IS JIM HARRIS.
 MD1896
 MD1896                          STATION RECOVERY (2001)
 MD1896
 MD1896'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MD1896'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY
 MD1896'AIRPORT CONTROL STATION.
 MD1896
 MD1896                          STATION RECOVERY (2019)
 MD1896
 MD1896'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (CHS)
 MD1896'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1897 ***********************************************************************
 MD1897  SACS        -  This is a Secondary Airport Control Station.
 MD1897  DESIGNATION -  ANGPORT AZ MK
 MD1897  PID         -  MD1897
 MD1897  STATE/COUNTY-  IN/STEUBEN
 MD1897  COUNTRY     -  US
 MD1897  USGS QUAD   -  ANGOLA WEST (2019)
 MD1897
 MD1897                         *CURRENT SURVEY CONTROL
 MD1897  ______________________________________________________________________
 MD1897* NAD 83(2011) POSITION- 41 38 29.82346(N) 085 04 49.48801(W)   ADJUSTED
 MD1897* NAD 83(2011) ELLIP HT-   267.335 (meters)        (06/27/12)   ADJUSTED
 MD1897* NAD 83(2011) EPOCH   -  2010.00
 MD1897* NAVD 88 ORTHO HEIGHT -   300.561 (meters)      986.09  (feet) ADJUSTED
 MD1897  ______________________________________________________________________
 MD1897  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 MD1897  NAD 83(2011) X  -    409,384.202 (meters)                     COMP
 MD1897  NAD 83(2011) Y  - -4,756,154.836 (meters)                     COMP
 MD1897  NAD 83(2011) Z  -  4,216,117.143 (meters)                     COMP
 MD1897  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 MD1897  DYNAMIC HEIGHT  -        300.447 (meters)      985.72  (feet) COMP
 MD1897  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 MD1897
 MD1897  VERT ORDER      -  SECOND    CLASS I
 MD1897
 MD1897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1897  Standards:
 MD1897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1897  -------------------------------------------------------------------
 MD1897  NETWORK    0.64   1.00           0.29   0.22   0.51      0.10482597
 MD1897  -------------------------------------------------------------------
 MD1897  Click here for local accuracies and other accuracy information.
 MD1897
 MD1897.This mark is at Tri-State Steuben County Airport (ANQ)
 MD1897
 MD1897.The horizontal coordinates were established by GPS observations
 MD1897.and adjusted by the National Geodetic Survey in June 2012.
 MD1897
 MD1897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1897.been affixed to the stable North American tectonic plate. See 
 MD1897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1897
 MD1897.The horizontal coordinates are valid at the epoch date displayed above
 MD1897.which is a decimal equivalence of Year/Month/Day.
 MD1897
 MD1897.The orthometric height was determined by differential leveling and
 MD1897.adjusted by the NATIONAL GEODETIC SURVEY
 MD1897.in March 2022.
 MD1897
 MD1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1897.GEOID18 height accuracy estimate available here.
 MD1897
 MD1897.Click photographs - Photos may exist for this station.
 MD1897
 MD1897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1897
 MD1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1897
 MD1897.The ellipsoidal height was determined by GPS observations
 MD1897.and is referenced to NAD 83.
 MD1897
 MD1897.The dynamic height is computed by dividing the NAVD 88
 MD1897.geopotential number by the normal gravity value computed on the
 MD1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1897.degrees latitude (g = 980.6199 gals.).
 MD1897
 MD1897.The modeled gravity was interpolated from observed gravity values.
 MD1897
 MD1897. The following values were computed from the NAD 83(2011) position.
 MD1897
 MD1897;                    North         East     Units Scale Factor Converg.
 MD1897;SPC IN E     -   709,979.986   148,841.591   MT  0.99999601   +0 23 22.4
 MD1897;SPC IN E     - 2,329,326.00    488,324.45   sFT  0.99999601   +0 23 22.4
 MD1897;UTM  16      - 4,611,766.515   659,868.054   MT  0.99991452   +1 16 32.8
 MD1897
 MD1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1897!SPC IN E     -   0.99995807  x   0.99999601  =   0.99995408
 MD1897!UTM  16      -   0.99995807  x   0.99991452  =   0.99987259
 MD1897
 MD1897:                Primary Azimuth Mark                     Grid Az
 MD1897:SPC IN E     -  ANGPORT                                  226 37 56.1
 MD1897:UTM  16      -  ANGPORT                                  225 44 45.7
 MD1897
 MD1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5986811766(NAD 83)
 MD1897
 MD1897|---------------------------------------------------------------------|
 MD1897| PID    Reference Object                     Distance      Geod. Az  |
 MD1897|                                                           dddmmss.s |
 MD1897| MD1896 ANGPORT                             APPROX. 0.8 KM 2270118.5 |
 MD1897|---------------------------------------------------------------------|
 MD1897
 MD1897                          SUPERSEDED SURVEY CONTROL
 MD1897
 MD1897  NAD 83(2007)-  41 38 29.82361(N)    085 04 49.48896(W) AD(2002.00) 0
 MD1897  ELLIP H (02/10/07)  267.351  (m)                       GP(2002.00)    
 MD1897  NAD 83(1997)-  41 38 29.82368(N)    085 04 49.48877(W) AD(       ) 1
 MD1897  ELLIP H (11/27/02)  267.351  (m)                       GP(       ) 4 1
 MD1897  NAD 83(1997)-  41 38 29.82368(N)    085 04 49.48881(W) AD(       ) 1
 MD1897  ELLIP H (03/18/02)  267.348  (m)                       GP(       ) 4 1
 MD1897  NAD 83(1997)-  41 38 29.82379(N)    085 04 49.48858(W) AD(       ) 3
 MD1897  ELLIP H (05/25/99)  267.335  (m)                       GP(       ) 4 1
 MD1897  NAD 83(1995)-  41 38 29.82346(N)    085 04 49.49673(W) AD(       ) 3
 MD1897  NAD 83(1994)-  41 38 29.82435(N)    085 04 49.49906(W) AD(       ) 3
 MD1897  NAD 83(1986)-  41 38 29.82468(N)    085 04 49.49962(W) AD(       ) 3
 MD1897  NAD 27      -  41 38 29.65944(N)    085 04 49.61034(W) AD(       ) 3
 MD1897  NAVD 88 (03/18/02)  300.57   (m)  GEOID99  model used  GPS OBS        
 MD1897  NGVD 29 (02/23/89)  300.67   (m)  RAPSU86  model used  GPS OBS        
 MD1897
 MD1897.Superseded values are not recommended for survey control.
 MD1897
 MD1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1897.See file dsdata.pdf to determine how the superseded data were derived.
 MD1897
 MD1897_MARKER: DZ = AZIMUTH MARK DISK
 MD1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1897_STAMPING: ANGPORT 1986
 MD1897_MARK LOGO: NGS
 MD1897_PROJECTION: FLUSH
 MD1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1897+STABILITY: SURFACE MOTION
 MD1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1897+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2019
 MD1897
 MD1897  HISTORY     - Date     Condition        Report By
 MD1897  HISTORY     - 1988     MONUMENTED       NGS
 MD1897  HISTORY     - 20010501 GOOD             WOOLPT
 MD1897  HISTORY     - 20191001 GOOD             INDOT
 MD1897
 MD1897                          STATION DESCRIPTION
 MD1897
 MD1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1897'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF ANGOLA, 3.2 KM
 MD1897'(2.00 MI) WEST OF INTERSTATE HIGHWAY 69 AND AT THE
 MD1897'ANGOLA-TRISTATE-STEUBEN COUNTY AIRPORT.  OWNERSHIP--STEUBEN AVIATION,
 MD1897'RT 7, BOX 241, ANGOLA, IN 46703.  AIRPORT MANAGER IS W. EYSTER.
 MD1897'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 MD1897'U.S. HIGHWAY 20 WHICH IS 4.8 KM (3.00 MI) WEST OF ANGOLA, GO WEST ON
 MD1897'U.S. HIGHWAY 20 FOR 3.2 KM (2.00 MI) TO AIRPORT OFFICE ON THE RIGHT.
 MD1897'FROM THE FUEL PUMPS AT THE NORTHWEST CORNER OF AIRPORT OFFICE, GO
 MD1897'NORTH-NORTHWEST ACROSS APRON AND TAXIWAY FOR 0.18 KM (0.10 MI) TO THE
 MD1897'JUNCTION OF RUNWAY.  TURN RIGHT AND GO EAST ALONG THE RUNWAY FOR 0.86
 MD1897'KM (0.55 MI) TO AN AIRPLANE TURNAROUND AND THE MARK ON THE RIGHT JUST
 MD1897'PAST THE TURNAROUND.
 MD1897'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ANGPORT
 MD1897'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1897'FLUSH WITH THE GROUND.  LOCATED 27.6 M (90.6 FT) NORTH FROM THE
 MD1897'SOUTHEAST CORNER OF TURNAROUND, 18.2 M (59.7 FT) SOUTHEAST FROM
 MD1897'CENTER OF RUNWAY, 11.5 M (37.7 FT) NORTHEAST FROM EAST EDGE OF
 MD1897'TURNAROUND AND 1.2 M (3.9 FT) SOUTHEAST FROM A BLUE RUNWAY MARKER
 MD1897'LIGHT AND FIBERGLASS WITNESS POST.
 MD1897'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1897'DESCRIBED BY D.L. ADAMS.
 MD1897
 MD1897                          STATION RECOVERY (2001)
 MD1897
 MD1897'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MD1897'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY
 MD1897'AIRPORT CONTROL STATION.
 MD1897
 MD1897                          STATION RECOVERY (2019)
 MD1897
 MD1897'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (CHS)
 MD1897'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0067 ***********************************************************************
 LB0067  DESIGNATION -  ANOKA
 LB0067  PID         -  LB0067
 LB0067  STATE/COUNTY-  IN/CASS
 LB0067  COUNTRY     -  US
 LB0067  USGS QUAD   -  ANOKA (2019)
 LB0067
 LB0067                         *CURRENT SURVEY CONTROL
 LB0067  ______________________________________________________________________
 LB0067* NAD 83(1997) POSITION- 40 43 06.24850(N) 086 16 46.54907(W)   ADJUSTED
 LB0067* NAVD 88 ORTHO HEIGHT -   221.412 (meters)      726.42  (feet) ADJUSTED
 LB0067  ______________________________________________________________________
 LB0067  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LB0067  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 LB0067  DYNAMIC HEIGHT  -        221.305 (meters)      726.06  (feet) COMP
 LB0067  MODELED GRAVITY -    980,137.5   (mgal)                       NAVD 88
 LB0067
 LB0067  HORZ ORDER      -  SECOND
 LB0067  VERT ORDER      -  SECOND    CLASS 0
 LB0067
 LB0067.The horizontal coordinates were established by classical geodetic methods
 LB0067.and adjusted by the National Geodetic Survey in May 1999.
 LB0067
 LB0067.The orthometric height was determined by differential leveling and
 LB0067.adjusted by the NATIONAL GEODETIC SURVEY
 LB0067.in June 1991.
 LB0067
 LB0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0067.GEOID18 height accuracy estimate available here.
 LB0067
 LB0067.Click photographs - Photos may exist for this station.
 LB0067
 LB0067.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0067
 LB0067.The dynamic height is computed by dividing the NAVD 88
 LB0067.geopotential number by the normal gravity value computed on the
 LB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0067.degrees latitude (g = 980.6199 gals.).
 LB0067
 LB0067.The modeled gravity was interpolated from observed gravity values.
 LB0067
 LB0067. The following values were computed from the NAD 83(1997) position.
 LB0067
 LB0067;                    North         East     Units Scale Factor Converg.
 LB0067;SPC IN E     -   607,468.186    48,213.720   MT  0.99999966   -0 23 59.5
 LB0067;SPC IN E     - 1,993,001.87    158,181.18   sFT  0.99999966   -0 23 59.5
 LB0067;SPC IN W     -   607,598.207   967,907.563   MT  1.00002340   +0 31 27.6
 LB0067;SPC IN W     - 1,993,428.45  3,175,543.40   sFT  1.00002340   +0 31 27.6
 LB0067;UTM  16      - 4,507,747.353   560,844.365   MT  0.99964557   +0 28 11.9
 LB0067
 LB0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0067!SPC IN E     -   0.99997064  x   0.99999966  =   0.99997030
 LB0067!SPC IN W     -   0.99997064  x   1.00002340  =   0.99999404
 LB0067!UTM  16      -   0.99997064  x   0.99964557  =   0.99961622
 LB0067
 LB0067:                Primary Azimuth Mark                     Grid Az
 LB0067:SPC IN E     -  LAPORTE                                  153 24 07.6
 LB0067:SPC IN W     -  LAPORTE                                  152 28 40.5
 LB0067:UTM  16      -  LAPORTE                                  152 31 56.2
 LB0067
 LB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6084407747(NAD 83)
 LB0067
 LB0067|---------------------------------------------------------------------|
 LB0067| PID    Reference Object                     Distance      Geod. Az  |
 LB0067|                                                           dddmmss.s |
 LB0067| LB2396 LAPORTE                             APPROX. 3.7 KM 1530008.1 |
 LB0067| CC7737 ANOKA RM                              3.535 METERS 33300     |
 LB0067|---------------------------------------------------------------------|
 LB0067
 LB0067                          SUPERSEDED SURVEY CONTROL
 LB0067
 LB0067  NAD 83(1986)-  40 43 06.24873(N)    086 16 46.55797(W) AD(       ) 2
 LB0067  NAD 27      -  40 43 06.10820(N)    086 16 46.57380(W) AD(       ) 2
 LB0067  USSD        -  40 43 06.13000(N)    086 16 46.41500(W) AD(       ) 3
 LB0067  NGVD 29 (??/??/92)  221.523  (m)          726.78   (f) ADJ UNCH    2 0
 LB0067  NGVD 29             221.52   (m)          726.8    (f) LEVELING    3  
 LB0067
 LB0067.Superseded values are not recommended for survey control.
 LB0067
 LB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0067.See file dsdata.pdf to determine how the superseded data were derived.
 LB0067
 LB0067_MARKER: DS = TRIANGULATION STATION DISK
 LB0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0067_STAMPING: ANOKA 1920
 LB0067_MARK LOGO: CGS
 LB0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0067+STABILITY: SURFACE MOTION
 LB0067
 LB0067  HISTORY     - Date     Condition        Report By
 LB0067  HISTORY     - 1920     MONUMENTED       CGS
 LB0067  HISTORY     - 1938     GOOD             CGS
 LB0067  HISTORY     - 1944     GOOD             CGS
 LB0067  HISTORY     - 20151221 POOR             INDOT
 LB0067
 LB0067                          STATION DESCRIPTION
 LB0067
 LB0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB0067'STATION IS 5 MILES S OF LOGANSPORT, ON THE E SIDE OF THE TRACK, 160
 LB0067'YARDS N OF THE ANOKA RAILROAD STATION, 100 YARDS N OF THE OVERHEAD
 LB0067'BRIDGE NO. 176 OVER THE PUBLIC HIGHWAY, 50 YARDS S OF THE SWITCH
 LB0067'SIGNAL FOR THE SIDING AT ANOKA JUNCTION, 30 YARDS SW OF J. H.
 LB0067'MASTERS RESIDENCE, 6.495 METERS (21.31 FEET) E OF THE E AND NEAREST
 LB0067'RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 LB0067'TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON THE E SIDE OF
 LB0067'THE TRACK, 3.535 METERS (11.60 FEET) FROM THE STATION
 LB0067'N 27 DEG 59 MIN W.
 LB0067
 LB0067                          STATION RECOVERY (1938)
 LB0067
 LB0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LB0067'4.6 MI NW FROM WALTON.
 LB0067'4.6 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0067'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0067'0.6 MILE SOUTHEAST OF ANOKA JUNCTION, 14 RAILS NORTHWEST OF BRIDGE
 LB0067'176.47, AT THE HIGHEST PART OF A CUT, 20 YARDS SOUTHWEST OF AN
 LB0067'UNPAINTED FARMHOUSE, 7 YARDS NORTHEAST OF THE NORTHEAST RAIL, AND
 LB0067'ABOUT 7 FEET HIGHER THAN THE RAIL.  A STANDARD TRIANGULATION-STATION
 LB0067'DISK, STAMPED ANOKA 1920 AND SET IN THE TOP OF A CONCRETE POST
 LB0067'PROJECTING 2 INCHES ABOVE GROUND.
 LB0067
 LB0067                          STATION RECOVERY (1944)
 LB0067
 LB0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WB)
 LB0067'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  REFERENCE MARK NOT
 LB0067'SEARCHED FOR.
 LB0067
 LB0067                          STATION RECOVERY (2015)
 LB0067
 LB0067'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB0067'TABLET NOW STANDS 18 INCHES ABOVE GROUND LEVEL AND CONCRETE BASE IS
 LB0067'NOT STABLE. CAN BE MOVED BY HAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8284 ***********************************************************************
 AJ8284  SACS        -  This is a Secondary Airport Control Station.
 AJ8284  DESIGNATION -  ANQ A
 AJ8284  PID         -  AJ8284
 AJ8284  STATE/COUNTY-  IN/STEUBEN
 AJ8284  COUNTRY     -  US
 AJ8284  USGS QUAD   -  ANGOLA WEST (2019)
 AJ8284
 AJ8284                         *CURRENT SURVEY CONTROL
 AJ8284  ______________________________________________________________________
 AJ8284* NAD 83(2011) POSITION- 41 38 09.75787(N) 085 04 08.49876(W)   ADJUSTED
 AJ8284* NAD 83(2011) ELLIP HT-   267.233 (meters)        (06/27/12)   ADJUSTED
 AJ8284* NAD 83(2011) EPOCH   -  2010.00
 AJ8284* NAVD 88 ORTHO HEIGHT -   300.460 (meters)      985.76  (feet) ADJUSTED
 AJ8284  ______________________________________________________________________
 AJ8284  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 AJ8284  NAD 83(2011) X  -    410,364.694 (meters)                     COMP
 AJ8284  NAD 83(2011) Y  - -4,756,483.131 (meters)                     COMP
 AJ8284  NAD 83(2011) Z  -  4,215,654.404 (meters)                     COMP
 AJ8284  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AJ8284  DYNAMIC HEIGHT  -        300.346 (meters)      985.39  (feet) COMP
 AJ8284  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 AJ8284
 AJ8284  VERT ORDER      -  SECOND    CLASS I
 AJ8284
 AJ8284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8284  Standards:
 AJ8284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8284  -------------------------------------------------------------------
 AJ8284  NETWORK    0.69   1.04           0.32   0.22   0.53      0.15315366
 AJ8284  -------------------------------------------------------------------
 AJ8284  Click here for local accuracies and other accuracy information.
 AJ8284
 AJ8284.This mark is at Tri-State Steuben County Airport (ANQ)
 AJ8284
 AJ8284.The horizontal coordinates were established by GPS observations
 AJ8284.and adjusted by the National Geodetic Survey in June 2012.
 AJ8284
 AJ8284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8284.been affixed to the stable North American tectonic plate. See 
 AJ8284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8284
 AJ8284.The horizontal coordinates are valid at the epoch date displayed above
 AJ8284.which is a decimal equivalence of Year/Month/Day.
 AJ8284
 AJ8284.The orthometric height was determined by differential leveling and
 AJ8284.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8284.in March 2022.
 AJ8284
 AJ8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8284.GEOID18 height accuracy estimate available here.
 AJ8284
 AJ8284.Click photographs - Photos may exist for this station.
 AJ8284
 AJ8284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8284
 AJ8284.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8284
 AJ8284.The ellipsoidal height was determined by GPS observations
 AJ8284.and is referenced to NAD 83.
 AJ8284
 AJ8284.The dynamic height is computed by dividing the NAVD 88
 AJ8284.geopotential number by the normal gravity value computed on the
 AJ8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8284.degrees latitude (g = 980.6199 gals.).
 AJ8284
 AJ8284.The modeled gravity was interpolated from observed gravity values.
 AJ8284
 AJ8284. The following values were computed from the NAD 83(2011) position.
 AJ8284
 AJ8284;                    North         East     Units Scale Factor Converg.
 AJ8284;SPC IN E     -   709,367.456   149,794.461   MT  0.99999717   +0 23 49.5
 AJ8284;SPC IN E     - 2,327,316.40    491,450.66   sFT  0.99999717   +0 23 49.5
 AJ8284;UTM  16      - 4,611,168.844   660,830.206   MT  0.99991832   +1 16 59.5
 AJ8284
 AJ8284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8284!SPC IN E     -   0.99995809  x   0.99999717  =   0.99995526
 AJ8284!UTM  16      -   0.99995809  x   0.99991832  =   0.99987641
 AJ8284
 AJ8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6083011168(NAD 83)
 AJ8284
 AJ8284                          SUPERSEDED SURVEY CONTROL
 AJ8284
 AJ8284  NAD 83(2007)-  41 38 09.75801(N)    085 04 08.49971(W) AD(2002.00) 0
 AJ8284  ELLIP H (02/10/07)  267.250  (m)                       GP(2002.00)    
 AJ8284  NAD 83(1997)-  41 38 09.75809(N)    085 04 08.49952(W) AD(       ) 1
 AJ8284  ELLIP H (11/27/02)  267.251  (m)                       GP(       ) 4 1
 AJ8284  NAD 83(1997)-  41 38 09.75809(N)    085 04 08.49956(W) AD(       ) 1
 AJ8284  ELLIP H (03/18/02)  267.248  (m)                       GP(       ) 4 1
 AJ8284  NAVD 88 (03/18/02)  300.47   (m)  GEOID99  model used  GPS OBS        
 AJ8284
 AJ8284.Superseded values are not recommended for survey control.
 AJ8284
 AJ8284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8284.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8284
 AJ8284_MARKER: DD = SURVEY DISK
 AJ8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8284_STAMPING: ANQ A 2001
 AJ8284_MARK LOGO: NGS
 AJ8284_PROJECTION: FLUSH
 AJ8284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8284+STABILITY: SURFACE MOTION
 AJ8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8284+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2018
 AJ8284
 AJ8284  HISTORY     - Date     Condition        Report By
 AJ8284  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8284  HISTORY     - 20180212 GOOD             INDOT
 AJ8284
 AJ8284                          STATION DESCRIPTION
 AJ8284
 AJ8284'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8284'THE STATION IS LOCATED APPROXIMATELY 5 MI WEST OF ANGOLA, 2 MI
 AJ8284'WEST OF INTERSTATE HIGHWAY 69, AND IS ACROSS US ROUTE 20 FROM THE
 AJ8284'SILVER LAKE MOBILE HOME PARK. OWNERSHIP-- STATE OF INDIANA DEPTARTMENT
 AJ8284'OF HIGHWAYS.
 AJ8284'
 AJ8284'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 69 AND US
 AJ8284'ROUTE 20, PROCEED WEST 1.10 MILES ALONG US ROUTE 20 TO THE STATION
 AJ8284'ON THE RIGHT, JUST PAST THE JUNCTION OF COUNTY ROAD 425 W.
 AJ8284'
 AJ8284'THE STATION IS LOCATED 18.02 M ON AN AZIMUTH OF O DEGREES FROM THE
 AJ8284'CENTERLINE OF US ROUTE 20, 25.41 M ON AN AZIMUTH OF 271 DEGREES
 AJ8284'FROM THE CENTERLINE OF 425 W, 13.84 M ON AN AZIMUTH OF 276 DEGREES
 AJ8284'FROM AN UNDERGROUND CABLE SIGN, 13.19 M ON AN AZIMUTH OF 45
 AJ8284'DEGREES FROM A TRAFFIC SIGN-- 20 WEST--, 2.14 M ON AN AZIMUTH OF 171
 AJ8284'DEGREES FROM THE EDGE OF A FIELD, AND 1.12 M ON AN AZIMUTH OF 171
 AJ8284'DEGREES FROM A CARSONITE WITNESS POST. THE STATION IS A STANDARD
 AJ8284'NGS HORIZONTAL CONTROL DISK STAMPED-- ANQ A 2001-- SET IN THE TOP OF A
 AJ8284'0.3 M ROUND
 AJ8284'DIAMETER CONCRETE MONUMENT 1.2 M IN DEPTH WITH AN IMBEDDED IRON
 AJ8284'ROD, RECESSED 5 CM BELOW THE GROUND. THIS STATION IS DESIGNATED
 AJ8284'AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8284
 AJ8284                          STATION RECOVERY (2018)
 AJ8284
 AJ8284'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 AJ8284'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2357 ***********************************************************************
 LA2357  DESIGNATION -  ANTIVILLE
 LA2357  PID         -  LA2357
 LA2357  STATE/COUNTY-  IN/JAY
 LA2357  COUNTRY     -  US
 LA2357  USGS QUAD   -  PORTLAND (2019)
 LA2357
 LA2357                         *CURRENT SURVEY CONTROL
 LA2357  ______________________________________________________________________
 LA2357* NAD 83(1997) POSITION- 40 29 52.90160(N) 084 58 41.68174(W)   ADJUSTED
 LA2357* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LA2357  ______________________________________________________________________
 LA2357  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 LA2357  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 LA2357  HORZ ORDER      -  SECOND
 LA2357
 LA2357.The horizontal coordinates were established by classical geodetic methods
 LA2357.and adjusted by the National Geodetic Survey in May 1999.
 LA2357
 LA2357.The orthometric height was scaled from a topographic map.
 LA2357
 LA2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2357.GEOID18 height accuracy estimate available here.
 LA2357
 LA2357.Click photographs - Photos may exist for this station.
 LA2357
 LA2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2357
 LA2357. The following values were computed from the NAD 83(1997) position.
 LA2357
 LA2357;                    North         East     Units Scale Factor Converg.
 LA2357;SPC IN E     -   583,044.240   158,355.957   MT  1.00000857   +0 26 49.5
 LA2357;SPC IN E     - 1,912,870.98    519,539.50   sFT  1.00000857   +0 26 49.5
 LA2357;UTM  16      - 4,484,999.285   671,321.758   MT  0.99996130   +1 18 47.8
 LA2357
 LA2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2357!SPC IN E     -   0.99996263  x   1.00000857  =   0.99997120
 LA2357!UTM  16      -   0.99996263  x   0.99996130  =   0.99992393
 LA2357
 LA2357:                Primary Azimuth Mark                     Grid Az
 LA2357:SPC IN E     -  ANTIVILLE AZ MK                          010 13 30.3
 LA2357:UTM  16      -  ANTIVILLE AZ MK                          009 21 32.0
 LA2357
 LA2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7132184999(NAD 83)
 LA2357
 LA2357|---------------------------------------------------------------------|
 LA2357| PID    Reference Object                     Distance      Geod. Az  |
 LA2357|                                                           dddmmss.s |
 LA2357| CE6135 ANTIVILLE AZ MK                                    0104019.8 |
 LA2357| CE6136 ANTIVILLE RM 1                       26.013 METERS 12410     |
 LA2357| LA2358 PORTLAND MUNICIPAL TANK             APPROX. 7.4 KM 1770541.0 |
 LA2357| CE6137 ANTIVILLE RM 2                       26.988 METERS 34957     |
 LA2357|---------------------------------------------------------------------|
 LA2357
 LA2357                          SUPERSEDED SURVEY CONTROL
 LA2357
 LA2357  NAD 83(1995)-  40 29 52.90131(N)    084 58 41.68377(W) AD(       ) 2
 LA2357  NAD 83(1986)-  40 29 52.90426(N)    084 58 41.69537(W) AD(       ) 2
 LA2357  NAD 27      -  40 29 52.73980(N)    084 58 41.81040(W) AD(       ) 2
 LA2357
 LA2357.Superseded values are not recommended for survey control.
 LA2357
 LA2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2357.See file dsdata.pdf to determine how the superseded data were derived.
 LA2357
 LA2357_MARKER: DS = TRIANGULATION STATION DISK
 LA2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2357_STAMPING: ANTIVILLE 1955
 LA2357_MARK LOGO: CGS
 LA2357_PROJECTION: FLUSH
 LA2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2357+STABILITY: SURFACE MOTION
 LA2357
 LA2357  HISTORY     - Date     Condition        Report By
 LA2357  HISTORY     - 1955     MONUMENTED       CGS
 LA2357
 LA2357                          STATION DESCRIPTION
 LA2357
 LA2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2357'THE STATION IS LOCATED ABOUT 9 MILES EAST OF PENNVILLE, 4 MILES NORTH
 LA2357'OF PORTLAND, 3 MILES SOUTH OF BRYANT, 72 FEET EAST OF THE CENTER OF
 LA2357'U.S. HIGHWAY 27, 52 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 39
 LA2357'FEET EAST OF A WIRE FENCE, AND ON LAND OWNED BY MR. ROY CRAIG.
 LA2357'
 LA2357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2357'HIGHWAYS 67 AND 26 IN PORTLAND, GO NORTH ON U.S. HIGHWAY 27 FOR 4.15
 LA2357'MILES TO A CROSS ROAD AT THE SMALL SETTLEMENT OF ANTIVILLE, TURN RIGHT
 LA2357'(EAST) AND GO FOR 100 FEET TO A BOARD GATE ON THE LEFT, TURN LEFT
 LA2357'(NORTH) GO THROUGH GATE AND ACROSS PASTURE LAND FOR ABOUT 125 YARDS TO
 LA2357'THE TOP OF HILL AT BARN AND STATION.
 LA2357'
 LA2357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 LA2357'27 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 LA2357'
 LA2357'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2357'IS STAMPED ANTIVILLE 1955.
 LA2357'
 LA2357'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 16 FEET
 LA2357'NORTH-NORTHEAST OF A TELEPHONE POLE, AND 4 FEET EAST OF A WIRE FENCE.
 LA2357'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ANTIVILLE
 LA2357'NO 1 1955.
 LA2357'
 LA2357'REFERENCE MARK 2 IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA2357'BARN.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2357'ANTIVILLE NO 2 1955.
 LA2357'
 LA2357'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 LA2357'EAST OF A WIRE FENCE, AND 1.5 FEET SOUTH OF A WHITE 4 BY 4 INCH
 LA2357'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA2357'ANTIVILLE 1955.
 LA2357'
 LA2357'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AD8762 ***********************************************************************
 AD8762  CBN         -  This is a Cooperative Base Network Control Station.
 AD8762  PACS        -  This is a Primary Airport Control Station.
 AD8762  DESIGNATION -  AP STA A2
 AD8762  PID         -  AD8762
 AD8762  STATE/COUNTY-  IN/HOWARD
 AD8762  COUNTRY     -  US
 AD8762  USGS QUAD   -  MIAMI (2019)
 AD8762
 AD8762                         *CURRENT SURVEY CONTROL
 AD8762  ______________________________________________________________________
 AD8762* NAD 83(2011) POSITION- 40 31 58.75566(N) 086 03 41.39898(W)   ADJUSTED
 AD8762* NAD 83(2011) ELLIP HT-   216.190 (meters)        (06/27/12)   ADJUSTED
 AD8762* NAD 83(2011) EPOCH   -  2010.00
 AD8762* NAVD 88 ORTHO HEIGHT -   250.60  (meters)      822.2   (feet) GPS OBS
 AD8762  ______________________________________________________________________
 AD8762  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AD8762  GEOID HEIGHT    -        -34.337 (meters)                     GEOID96
 AD8762  GEOID HEIGHT    -        -34.403 (meters)                     GEOID18
 AD8762  NAD 83(2011) X  -    333,442.829 (meters)                     COMP
 AD8762  NAD 83(2011) Y  - -4,843,154.691 (meters)                     COMP
 AD8762  NAD 83(2011) Z  -  4,123,285.148 (meters)                     COMP
 AD8762  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AD8762
 AD8762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8762  Standards:
 AD8762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8762  -------------------------------------------------------------------
 AD8762  NETWORK    0.74   1.61           0.35   0.23   0.82     -0.06051662
 AD8762  -------------------------------------------------------------------
 AD8762  Click here for local accuracies and other accuracy information.
 AD8762
 AD8762.This mark is at Kokomo Airport (OKK)
 AD8762
 AD8762.The horizontal coordinates were established by GPS observations
 AD8762.and adjusted by the National Geodetic Survey in June 2012.
 AD8762
 AD8762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8762.been affixed to the stable North American tectonic plate. See 
 AD8762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8762
 AD8762.The horizontal coordinates are valid at the epoch date displayed above
 AD8762.which is a decimal equivalence of Year/Month/Day.
 AD8762
 AD8762.The orthometric height was determined by GPS observations and a
 AD8762.high-resolution geoid model.
 AD8762
 AD8762.GPS derived orthometric heights for airport stations designated as
 AD8762.PACS or SACS are published to 2 decimal places.  This maintains
 AD8762.centimeter relative accuracy between the PACS and SACS.  It does
 AD8762.not indicate centimeter accuracy relative to other marks which are
 AD8762.part of the published vertical control network.
 AD8762
 AD8762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8762.GEOID18 height accuracy estimate available here.
 AD8762
 AD8762.Click photographs - Photos may exist for this station.
 AD8762
 AD8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8762
 AD8762.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8762
 AD8762.The ellipsoidal height was determined by GPS observations
 AD8762.and is referenced to NAD 83.
 AD8762
 AD8762. The following values were computed from the NAD 83(2011) position.
 AD8762
 AD8762;                    North         East     Units Scale Factor Converg.
 AD8762;SPC IN E     -   586,773.395    66,548.358   MT  0.99998044   -0 15 23.8
 AD8762;SPC IN E     - 1,925,105.71    218,334.07   sFT  0.99998044   -0 15 23.8
 AD8762;UTM  16      - 4,487,339.449   579,484.343   MT  0.99967776   +0 36 35.8
 AD8762
 AD8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8762!SPC IN E     -   0.99996609  x   0.99998044  =   0.99994653
 AD8762!UTM  16      -   0.99996609  x   0.99967776  =   0.99964386
 AD8762
 AD8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7948487339(NAD 83)
 AD8762
 AD8762                          SUPERSEDED SURVEY CONTROL
 AD8762
 AD8762  NAD 83(2007)-  40 31 58.75575(N)    086 03 41.39985(W) AD(2002.00) 0
 AD8762  ELLIP H (02/10/07)  216.210  (m)                       GP(2002.00)    
 AD8762  NAD 83(1997)-  40 31 58.75570(N)    086 03 41.39953(W) AD(       ) B
 AD8762  ELLIP H (04/10/98)  216.234  (m)                       GP(       ) 4 1
 AD8762
 AD8762.Superseded values are not recommended for survey control.
 AD8762
 AD8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8762.See file dsdata.pdf to determine how the superseded data were derived.
 AD8762
 AD8762_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8762_STAMPING: AP 1964 STA A-2
 AD8762_MARK LOGO: CGS
 AD8762_PROJECTION: RECESSED 8 CENTIMETERS
 AD8762_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8762+STABILITY: SURFACE MOTION
 AD8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8762+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD8762
 AD8762  HISTORY     - Date     Condition        Report By
 AD8762  HISTORY     - 1964     MONUMENTED       CGS
 AD8762  HISTORY     - 19901017 GOOD             NGS
 AD8762  HISTORY     - 19970520 GOOD             NGS
 AD8762  HISTORY     - 20120620 GOOD             WOOLPT
 AD8762
 AD8762                          STATION DESCRIPTION
 AD8762
 AD8762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AD8762'THE STATION IS LOCATED AT KOKOMO MUNICIPAL AIRPORT NEAR RUNWAY END 14.
 AD8762'IT IS 150 FEET (45.7 M) NE OF THE CENTERLINE END OF RUNWAY 14 AND ON
 AD8762'LINE WITH THE END OF THE RUNWAY EXTENDED, 71.4 FEET (21.8 M) NW OF A
 AD8762'TAXIWAY LIGHT, AND 65.4 FEET (19.9 M) NE OF THE MOST NE THRESHOLD
 AD8762'LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA
 AD8762'A2, SET IN A 12 INCH SQUARE CONCRETE POST 3 INCHES BELOW GROUND.
 AD8762
 AD8762                          STATION RECOVERY (1997)
 AD8762
 AD8762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AD8762'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF KOKOMO, AT THE
 AD8762'KOKOMO MUNICIPAL AIRPORT, NEAR THE NORTHWEST SECTION OF THE AIRPORT,
 AD8762'IN THE GRASS NORTHEAST OF AND IN LINE WITH RUNWAY END 14.  TO REACH
 AD8762'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 35 (MARKLAND
 AD8762'AVE) AND STATE HIGHWAY 22 NEAR THE EAST SIDE OF KOKOMO, GO EAST FOR
 AD8762'3.2 KM (2.00 MI) ON HIGHWAYS 22 AND 35 TO COUNTY ROAD 300 E ON THE
 AD8762'LEFT.  TURN LEFT, NORTH FOR 6.43 KM (4.00 MI) ON ROAD 300 E TO COUNTY
 AD8762'ROAD 400 N.  TURN RIGHT, EAST FOR 0.96 KM (0.60 MI) ON ROAD 400 N TO
 AD8762'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY FOR
 AD8762'0.16 KM (0.10 MI) ON THE ENTRANCE ROAD TO THE AIRPORT TERMINAL.  FROM
 AD8762'THE FRONT OF THE TERMINAL, GO EASTERLY FOR 0.14 KM (0.10 MI) AROUND
 AD8762'THE SOUTH SIDE OF A MEDIAN AND ALONG A DRIVE TO A HANGAR AND THE
 AD8762'AIRPORT OFFICE IN THE HANGAR AND A GATE ON THE RIGHT.  PASS THROUGH
 AD8762'THE GATE, SOUTHWEST, THEN WEST FOR 0.48 KM (0.30 MI) ACROSS APRON AND
 AD8762'ALONG TAXI E TO RUNWAY END 14 AND THE STATION, IN LINE WITH THE RUNWAY
 AD8762'END.  STATION IS 45.5 M (149.3 FT) NORTHEAST OF A PK NAIL IN THE
 AD8762'CENTER END OF RUNWAY 14, 40.55 M (133.04 FT) WEST OF THE TAXI/RAMP F
 AD8762'CENTER, 23.7 M (77.8 FT) NORTH OF THE TAXI E CENTER, 21.65 M (71.03
 AD8762'FT) NORTHWEST OF A TAXI LIGHT, 19.9 M (65.3 FT) EAST-NORTHEAST OF THE
 AD8762'NORTHEAST 1 OF 4 RUNWAY END LIGHTS, 12.0 M (39.4 FT) SOUTH-SOUTHEAST
 AD8762'OF A CONCRETE REIL LIGHT BASE, ABOUT 1.0 M (3.3 FT) BELOW THE RUNWAY
 AD8762'LEVEL AND RECESSED ABOUT 0.1 M (0.3 FT) BELOW GROUND.  NOTE--THIS
 AD8762'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AD8762
 AD8762                          STATION RECOVERY (2012)
 AD8762
 AD8762'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 AD8762'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AD8762'
 AD8762'THE P.K. NAIL AT THE APPROACH END OF RUNWAY 14 NO LONGER REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AD8773 ***********************************************************************
 AD8773  SACS        -  This is a Secondary Airport Control Station.
 AD8773  DESIGNATION -  AP STA A2
 AD8773  PID         -  AD8773
 AD8773  STATE/COUNTY-  IN/DELAWARE
 AD8773  COUNTRY     -  US
 AD8773  USGS QUAD   -  MUNCIE WEST (2019)
 AD8773
 AD8773                         *CURRENT SURVEY CONTROL
 AD8773  ______________________________________________________________________
 AD8773* NAD 83(2011) POSITION- 40 14 44.99934(N) 085 24 10.39114(W)   ADJUSTED
 AD8773* NAD 83(2011) ELLIP HT-   248.984 (meters)        (06/27/12)   ADJUSTED
 AD8773* NAD 83(2011) EPOCH   -  2010.00
 AD8773* NAVD 88 ORTHO HEIGHT -   282.92  (meters)      928.2   (feet) GPS OBS
 AD8773  ______________________________________________________________________
 AD8773  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AD8773  GEOID HEIGHT    -        -33.874 (meters)                     GEOID99
 AD8773  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 AD8773  NAD 83(2011) X  -    390,749.556 (meters)                     COMP
 AD8773  NAD 83(2011) Y  - -4,859,622.674 (meters)                     COMP
 AD8773  NAD 83(2011) Z  -  4,099,019.116 (meters)                     COMP
 AD8773  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 AD8773
 AD8773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8773  Standards:
 AD8773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8773  -------------------------------------------------------------------
 AD8773  NETWORK    0.63   1.45           0.30   0.19   0.74     -0.05141604
 AD8773  -------------------------------------------------------------------
 AD8773  Click here for local accuracies and other accuracy information.
 AD8773
 AD8773.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 AD8773
 AD8773.The horizontal coordinates were established by GPS observations
 AD8773.and adjusted by the National Geodetic Survey in June 2012.
 AD8773
 AD8773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8773.been affixed to the stable North American tectonic plate. See 
 AD8773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8773
 AD8773.The horizontal coordinates are valid at the epoch date displayed above
 AD8773.which is a decimal equivalence of Year/Month/Day.
 AD8773
 AD8773.The orthometric height was determined by GPS observations and a
 AD8773.high-resolution geoid model.
 AD8773
 AD8773.GPS derived orthometric heights for airport stations designated as
 AD8773.PACS or SACS are published to 2 decimal places.  This maintains
 AD8773.centimeter relative accuracy between the PACS and SACS.  It does
 AD8773.not indicate centimeter accuracy relative to other marks which are
 AD8773.part of the published vertical control network.
 AD8773
 AD8773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8773.GEOID18 height accuracy estimate available here.
 AD8773
 AD8773.Click photographs - Photos may exist for this station.
 AD8773
 AD8773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8773
 AD8773.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8773
 AD8773.The ellipsoidal height was determined by GPS observations
 AD8773.and is referenced to NAD 83.
 AD8773
 AD8773. The following values were computed from the NAD 83(2011) position.
 AD8773
 AD8773;                    North         East     Units Scale Factor Converg.
 AD8773;SPC IN E     -   554,846.679   122,443.492   MT  0.99997286   +0 10 13.5
 AD8773;SPC IN E     - 1,820,359.48    401,716.69   sFT  0.99997286   +0 10 13.5
 AD8773;UTM  16      - 4,456,266.242   635,841.936   MT  0.99982716   +1 01 55.2
 AD8773
 AD8773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8773!SPC IN E     -   0.99996094  x   0.99997286  =   0.99993380
 AD8773!UTM  16      -   0.99996094  x   0.99982716  =   0.99978811
 AD8773
 AD8773:                Primary Azimuth Mark                     Grid Az
 AD8773:SPC IN E     -  AP STA B2                                135 56 58.9
 AD8773:UTM  16      -  AP STA B2                                135 05 17.2
 AD8773
 AD8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3584156266(NAD 83)
 AD8773
 AD8773|---------------------------------------------------------------------|
 AD8773| PID    Reference Object                     Distance      Geod. Az  |
 AD8773|                                                           dddmmss.s |
 AD8773| AD8774 AP STA B2                           APPROX. 1.6 KM 1360712.4 |
 AD8773|---------------------------------------------------------------------|
 AD8773
 AD8773                          SUPERSEDED SURVEY CONTROL
 AD8773
 AD8773  NAD 83(2007)-  40 14 44.99942(N)    085 24 10.39203(W) AD(2002.00) 0
 AD8773  ELLIP H (02/10/07)  249.004  (m)                       GP(2002.00)    
 AD8773  NAD 83(1997)-  40 14 44.99956(N)    085 24 10.39158(W) AD(       ) 1
 AD8773  ELLIP H (08/16/00)  249.046  (m)                       GP(       ) 4 1
 AD8773
 AD8773.Superseded values are not recommended for survey control.
 AD8773
 AD8773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8773.See file dsdata.pdf to determine how the superseded data were derived.
 AD8773
 AD8773_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD8773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8773_STAMPING: AP STA A2 1965
 AD8773_MARK LOGO: CGS
 AD8773_PROJECTION: RECESSED 30 CENTIMETERS
 AD8773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8773+STABILITY: SURFACE MOTION
 AD8773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8773+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2023
 AD8773
 AD8773  HISTORY     - Date     Condition        Report By
 AD8773  HISTORY     - 1965     MONUMENTED       CGS
 AD8773  HISTORY     - 19901026 GOOD             NGS
 AD8773  HISTORY     - 20000710 GOOD             NGS
 AD8773  HISTORY     - 20080306 GOOD             BFSINC
 AD8773  HISTORY     - 20231011 GOOD             INDOT
 AD8773
 AD8773                          STATION DESCRIPTION
 AD8773
 AD8773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AD8773'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT ABOUT 1350
 AD8773'FT (411.5 M) SOUTHEAST OF THE C/L END OF RWY 14.  IT IS 178.9 FT.
 AD8773'(54.5 M) NORTHWEST OF THE 9TH RUNWAY LIGHT SOUTHEAST OF RWY END 14,
 AD8773'46.5 FT (14.2 M) SOUTH OF THE 8TH LIGHT, 126.2 FT (38.5 M) SOUTHWEST
 AD8773'OF THE CENTERLINE INTERSECTION OF RWY 14 AND TAXIWAY 1-4, 12.4 FT (3.8
 AD8773'M) NORTHWEST OF THE PROJECTED CENTERLINE OF TAXIWAY A-4, AND 49.1 FT
 AD8773'(15.0 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RWY 14.  IT IS A CGS TOPO
 AD8773'DISK STAMPED AP 1965 STA A2, AND SET IN THE TOP OF A CONCRETE POST 1.3
 AD8773'FT (0.4 M) BELOW THE GROUND.  THE MONUMENT IS PROTECTED BY A 9 INCH
 AD8773'PLASTIC WELL.
 AD8773
 AD8773                          STATION RECOVERY (2000)
 AD8773
 AD8773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD8773'THE STATION IS LOCATED NEAR THE NORTH-NORTHWEST EDGE OF MUNCIE, AT THE
 AD8773'DELAWARE COUNTY-JOHNSON FIELD AIRPORT, IN THE GRASS SOUTHWEST OF A
 AD8773'RUNWAY AND ACROSS FROM TAXIWAY A4.  OWNERSHIP--DELAWARE COUNTY AIRPORT
 AD8773'AUTHORITY--.  THE AIRPORT MANAGER IS 47308-1169, THE HEAD OF
 AD8773'MAINTENANCE IS JACK TOBIAS, DELAWARE AIRPORT AUTHORITY, PHONE
 AD8773'765-747-5690, NOTE--CONTACT HEAD OF MAINTENANCE 24-HOURS IN ADVANCE
 AD8773'(ESCORT REQUIRED) .  JACK TOBIAS IS LOCATED AT THE SAFETY FACILITY
 AD8773'BUILDING.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 35,
 AD8773'STATE HIGHWAYS 3 AND 67 NORTH AND BROADWAY AVENUE, NEAR THE NORTHEAST
 AD8773'EDGE OF MUNCIE, GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON BROADWAY AVENUE
 AD8773'TO THE JUNCTION OF RIGGIN ROAD.  TURN RIGHT AND GO WEST FOR 1.93 KM
 AD8773'(1.20 MI) ON RIGGIN ROAD TO THE JUNCTION OF WALNUT STREET.  TURN
 AD8773'RIGHT, NORTH, FOR 1.05 KM (0.65 MI) ON WALNUT STREET TO A PAVED ROAD
 AD8773'LEFT LEADING TO THE AIRPORT CONTROL TOWER.  TURN LEFT AND GO WEST ON
 AD8773'CARL SIMMONS DRIVE FOR 0.24 KM (0.15 MI) TO THE SAFETY FACILITY
 AD8773'BUILDING ON THE LEFT.  PROCEED AROUND THE SOUTH SIDE OF THE SAFETY
 AD8773'FACILITY BUILDING AND ONTO THE RAMP.  GO NORTH ON RAMP FOR 0.16 KM
 AD8773'(0.10 MI) TO THE BASE OF THE TOWER AND TAXIWAY A.  BEAR RIGHT AND GO
 AD8773'NORTHWEST ON TAXIWAY A CROSSING RUNWAY 2/20 FOR 1.16 KM (0.70 MI) TO
 AD8773'CONNECTOR TAXIWAY A-4.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY A4 AND
 AD8773'ACROSS RUNWAY 14/32 TO THE STATION ON THE RIGHT.  THE STATION IS CGS
 AD8773'TOPO DISK SET IN A ROUND CONCRETE POST WHICH IS RECESSED ABOUT 0.4 M
 AD8773'(1.3 FT) BELOW GROUND LEVEL.  IT IS ABOUT 411.5 M (1350.1 FT)
 AD8773'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 14.  IT IS 30.6 M (100.4 FT)
 AD8773'SOUTHEAST OF A 1000 FOOT (304.8 M) MARKER SIGN, 54.5 M (178.8 FT)
 AD8773'NORTHWEST OF THE 9TH RUNWAY LIGHT SOUTHEAST OF RUNWAY END 14, 14.2 M
 AD8773'(46.6 FT) SOUTH OF THE 8 THE LIGHT, 38.5 M (126.3 FT) SOUTHWEST OF THE
 AD8773'CENTERLINE INTERSECTION OF RUNWAY 14 AND TAXIWAY A-4, 3.8 M (12.5 FT)
 AD8773'NORTHWEST OF THE EXTENDED CENTERLINE OF TAXIWAY A-4, AND 15.0 M (49.2
 AD8773'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14.  NOTE--THIS STATION
 AD8773'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AD8773
 AD8773                          STATION RECOVERY (2008)
 AD8773
 AD8773'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 AD8773'THE MONUMENT HOLE HAS A CONCRETE BLOCK IN IT, LIKELY TO AID IN MOWING
 AD8773'EQUIPMENT PASSING OVER.
 AD8773
 AD8773                          STATION RECOVERY (2023)
 AD8773
 AD8773'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 AD8773'THE MARK WAS RECOVERED AS DESCRIBED.  NOTE THAT THE MARK IS
 AD8773'APPROXIMATELY 12 INCH (30 CM) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1260 ***********************************************************************
 JA1260  DESIGNATION -  AP STA B
 JA1260  PID         -  JA1260
 JA1260  STATE/COUNTY-  IN/VANDERBURGH
 JA1260  COUNTRY     -  US
 JA1260  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1260
 JA1260                         *CURRENT SURVEY CONTROL
 JA1260  ______________________________________________________________________
 JA1260* NAD 83(1986) POSITION- 38 01 55.     (N) 087 32 04.     (W)   SCALED
 JA1260* NAVD 88 ORTHO HEIGHT -   116.176 (meters)      381.15  (feet) POSTED
 JA1260  ______________________________________________________________________
 JA1260  GEOID HEIGHT    -        -31.142 (meters)                     GEOID18
 JA1260  DYNAMIC HEIGHT  -        116.10  (meters)      380.9   (feet) COMP
 JA1260  MODELED GRAVITY -    979,941.9   (mgal)                       NAVD 88
 JA1260
 JA1260  VERT ORDER      -  * POSTED, SEE BELOW
 JA1260
 JA1260.This mark is at Evansville Airport (EVV)
 JA1260
 JA1260.The horizontal coordinates were scaled from a map and have
 JA1260.an estimated accuracy of +/- 6 seconds.
 JA1260
 JA1260.The orthometric height was determined by differential leveling
 JA1260.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1260
 JA1260.* This is a POSTED BENCH MARK height.
 JA1260
 JA1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1260.GEOID18 height accuracy estimate available here.
 JA1260
 JA1260.Click photographs - Photos may exist for this station.
 JA1260
 JA1260.The dynamic height is computed by dividing the NAVD 88
 JA1260.geopotential number by the normal gravity value computed on the
 JA1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1260.degrees latitude (g = 980.6199 gals.).
 JA1260
 JA1260.The modeled gravity was interpolated from observed gravity values.
 JA1260
 JA1260;                    North         East    Units  Estimated Accuracy
 JA1260;SPC IN W     -   309,140.      860,400.      MT  (+/- 180 meters Scaled)
 JA1260
 JA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH530094(NAD 83)
 JA1260
 JA1260                          SUPERSEDED SURVEY CONTROL
 JA1260
 JA1260  NGVD 29 (??/??/92)  116.272  (m)          381.47   (f) ADJ UNCH    2 0
 JA1260
 JA1260.Superseded values are not recommended for survey control.
 JA1260
 JA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1260.See file dsdata.pdf to determine how the superseded data were derived.
 JA1260
 JA1260_MARKER: DT = TOPOGRAPHIC STATION DISK
 JA1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1260_STAMPING: AP STA B 1960
 JA1260_MARK LOGO: CGS
 JA1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1260+STABILITY: SURFACE MOTION
 JA1260
 JA1260  HISTORY     - Date     Condition        Report By
 JA1260  HISTORY     - 1960     MONUMENTED       CGS
 JA1260  HISTORY     - 1965     GOOD             CGS
 JA1260
 JA1260                          STATION DESCRIPTION
 JA1260
 JA1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1260'5.2 MI SW FROM DAYLIGHT.
 JA1260'THE STATION IS LOCATED ON THE EAST EDGE OF RUNWAY 3-21, 107 FEET
 JA1260'SW OF THE INTERSECTION OF RUNWAY 3-21 AND 18-36, 96 FEET NE OF
 JA1260'THE SECOND RUNWAY LIGHT SW OF THE INTERSECTION, 62 FEET SW OF
 JA1260'THE LIGHT AT THE APEX OF THE INTERSECTION.  THE MARK IS SET 1/2
 JA1260'FOOT INSIDE THE EDGE OF THE ASPHALT-SEALED CONCRETE RUNWAY.
 JA1260'NOTE-- AN ASPHALT TOPPING HAS BEEN PUT ON THE RUNWAYS AND THE
 JA1260'AIRPORT MANAGER SAID THE MARKS WOULD HAVE BEEN COVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0444 ***********************************************************************
 KA0444  DESIGNATION -  AP STA B
 KA0444  PID         -  KA0444
 KA0444  STATE/COUNTY-  IN/MONROE
 KA0444  COUNTRY     -  US
 KA0444  USGS QUAD   -  BLOOMINGTON (2019)
 KA0444
 KA0444                         *CURRENT SURVEY CONTROL
 KA0444  ______________________________________________________________________
 KA0444* NAD 83(2011) POSITION- 39 08 30.82493(N) 086 36 43.25861(W)   ADJUSTED
 KA0444* NAD 83(2011) ELLIP HT-   222.013 (meters)        (05/29/16)   ADJUSTED
 KA0444* NAD 83(2011) EPOCH   -  2010.00
 KA0444* NAVD 88 ORTHO HEIGHT -   255.015 (meters)      836.66  (feet) ADJUSTED
 KA0444  ______________________________________________________________________
 KA0444  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 KA0444  NAD 83(2011) X  -    292,741.262 (meters)                     COMP
 KA0444  NAD 83(2011) Y  - -4,944,913.172 (meters)                     COMP
 KA0444  NAD 83(2011) Z  -  4,004,687.122 (meters)                     COMP
 KA0444  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 KA0444  DYNAMIC HEIGHT  -        254.858 (meters)      836.15  (feet) COMP
 KA0444  MODELED GRAVITY -    980,005.7   (mgal)                       NAVD 88
 KA0444
 KA0444  VERT ORDER      -  SECOND    CLASS 0
 KA0444
 KA0444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0444  Standards:
 KA0444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0444  -------------------------------------------------------------------
 KA0444  NETWORK    0.64   1.43           0.29   0.22   0.73      0.06671127
 KA0444  -------------------------------------------------------------------
 KA0444  Click here for local accuracies and other accuracy information.
 KA0444
 KA0444.This mark is at Monroe County Airport (BMG)
 KA0444
 KA0444.The horizontal coordinates were established by GPS observations
 KA0444.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 KA0444
 KA0444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0444.been affixed to the stable North American tectonic plate. See 
 KA0444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0444
 KA0444.The horizontal coordinates are valid at the epoch date displayed above
 KA0444.which is a decimal equivalence of Year/Month/Day.
 KA0444
 KA0444.The orthometric height was determined by differential leveling and
 KA0444.adjusted by the NATIONAL GEODETIC SURVEY
 KA0444.in June 1991.
 KA0444
 KA0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0444.GEOID18 height accuracy estimate available here.
 KA0444
 KA0444.Click photographs - Photos may exist for this station.
 KA0444
 KA0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0444
 KA0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0444
 KA0444.The ellipsoidal height was determined by GPS observations
 KA0444.and is referenced to NAD 83.
 KA0444
 KA0444.The dynamic height is computed by dividing the NAVD 88
 KA0444.geopotential number by the normal gravity value computed on the
 KA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0444.degrees latitude (g = 980.6199 gals.).
 KA0444
 KA0444.The modeled gravity was interpolated from observed gravity values.
 KA0444
 KA0444. The following values were computed from the NAD 83(2011) position.
 KA0444
 KA0444;                    North         East     Units Scale Factor Converg.
 KA0444;SPC IN W     -   432,354.381   940,745.564   MT  0.99998710   +0 17 51.1
 KA0444;SPC IN W     - 1,418,482.66  3,086,429.40   sFT  0.99998710   +0 17 51.1
 KA0444;UTM  16      - 4,332,594.767   533,529.037   MT  0.99961384   +0 14 41.7
 KA0444
 KA0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0444!SPC IN W     -   0.99996517  x   0.99998710  =   0.99995227
 KA0444!UTM  16      -   0.99996517  x   0.99961384  =   0.99957902
 KA0444
 KA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3352932594(NAD 83)
 KA0444
 KA0444                          SUPERSEDED SURVEY CONTROL
 KA0444
 KA0444  NGVD 29 (??/??/92)  255.128  (m)          837.03   (f) ADJ UNCH    2 0
 KA0444
 KA0444.Superseded values are not recommended for survey control.
 KA0444
 KA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0444.See file dsdata.pdf to determine how the superseded data were derived.
 KA0444
 KA0444_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0444_STAMPING: AP 1964 STA B
 KA0444_MARK LOGO: CGS
 KA0444_PROJECTION: FLUSH
 KA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0444+STABILITY: SURFACE MOTION
 KA0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0444+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2013
 KA0444
 KA0444  HISTORY     - Date     Condition        Report By
 KA0444  HISTORY     - 1964     MONUMENTED       CGS
 KA0444  HISTORY     - 20130715 GOOD             INDOT
 KA0444
 KA0444                          STATION DESCRIPTION
 KA0444
 KA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0444'5 MI SW FROM BLOOMINGTON.
 KA0444'THE STATION IS LOCATED AT THE MONROE COUNTY AIRPORT, NEAR THE
 KA0444'NORTHEAST END OF RUNWAY 6-24, 383.9 FEET SOUTHWEST OF THE
 KA0444'SOUTHEAST CORNER OF THE RUNWAY, 101.4 FEET SOUTH OF THE SECOND
 KA0444'RUNWAY LIGHT WEST OF THE RUNWAY END.  THE MARK IS SET IN A
 KA0444'10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 KA0444
 KA0444                          STATION RECOVERY (2013)
 KA0444
 KA0444'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (GK)
 KA0444'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AD8774 ***********************************************************************
 AD8774  CBN         -  This is a Cooperative Base Network Control Station.
 AD8774  PACS        -  This is a Primary Airport Control Station.
 AD8774  DESIGNATION -  AP STA B2
 AD8774  PID         -  AD8774
 AD8774  STATE/COUNTY-  IN/DELAWARE
 AD8774  COUNTRY     -  US
 AD8774  USGS QUAD   -  MUNCIE WEST (2019)
 AD8774
 AD8774                         *CURRENT SURVEY CONTROL
 AD8774  ______________________________________________________________________
 AD8774* NAD 83(2011) POSITION- 40 14 08.25075(N) 085 23 24.28331(W)   ADJUSTED
 AD8774* NAD 83(2011) ELLIP HT-   250.666 (meters)        (06/27/12)   ADJUSTED
 AD8774* NAD 83(2011) EPOCH   -  2010.00
 AD8774* NAVD 88 ORTHO HEIGHT -   284.59  (meters)      933.7   (feet) GPS OBS
 AD8774  ______________________________________________________________________
 AD8774  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AD8774  GEOID HEIGHT    -        -33.846 (meters)                     GEOID96
 AD8774  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 AD8774  NAD 83(2011) X  -    391,894.808 (meters)                     COMP
 AD8774  NAD 83(2011) Y  - -4,860,266.376 (meters)                     COMP
 AD8774  NAD 83(2011) Z  -  4,098,154.940 (meters)                     COMP
 AD8774  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 AD8774
 AD8774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8774  Standards:
 AD8774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8774  -------------------------------------------------------------------
 AD8774  NETWORK    0.61   1.31           0.29   0.19   0.67     -0.05579722
 AD8774  -------------------------------------------------------------------
 AD8774  Click here for local accuracies and other accuracy information.
 AD8774
 AD8774.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 AD8774
 AD8774.The horizontal coordinates were established by GPS observations
 AD8774.and adjusted by the National Geodetic Survey in June 2012.
 AD8774
 AD8774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8774.been affixed to the stable North American tectonic plate. See 
 AD8774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8774
 AD8774.The horizontal coordinates are valid at the epoch date displayed above
 AD8774.which is a decimal equivalence of Year/Month/Day.
 AD8774
 AD8774.The orthometric height was determined by GPS observations and a
 AD8774.high-resolution geoid model.
 AD8774
 AD8774.GPS derived orthometric heights for airport stations designated as
 AD8774.PACS or SACS are published to 2 decimal places.  This maintains
 AD8774.centimeter relative accuracy between the PACS and SACS.  It does
 AD8774.not indicate centimeter accuracy relative to other marks which are
 AD8774.part of the published vertical control network.
 AD8774
 AD8774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8774.GEOID18 height accuracy estimate available here.
 AD8774
 AD8774.Click photographs - Photos may exist for this station.
 AD8774
 AD8774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8774
 AD8774.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8774
 AD8774.The ellipsoidal height was determined by GPS observations
 AD8774.and is referenced to NAD 83.
 AD8774
 AD8774. The following values were computed from the NAD 83(2011) position.
 AD8774
 AD8774;                    North         East     Units Scale Factor Converg.
 AD8774;SPC IN E     -   553,716.553   123,536.762   MT  0.99997348   +0 10 43.2
 AD8774;SPC IN E     - 1,816,651.72    405,303.53   sFT  0.99997348   +0 10 43.2
 AD8774;UTM  16      - 4,455,152.841   636,951.914   MT  0.99983089   +1 02 24.2
 AD8774
 AD8774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8774!SPC IN E     -   0.99996068  x   0.99997348  =   0.99993416
 AD8774!UTM  16      -   0.99996068  x   0.99983089  =   0.99979158
 AD8774
 AD8774:                Primary Azimuth Mark                     Grid Az
 AD8774:SPC IN E     -  AP STA A2                                315 56 59.0
 AD8774:UTM  16      -  AP STA A2                                315 05 18.0
 AD8774
 AD8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3695155152(NAD 83)
 AD8774
 AD8774|---------------------------------------------------------------------|
 AD8774| PID    Reference Object                     Distance      Geod. Az  |
 AD8774|                                                           dddmmss.s |
 AD8774| AD8773 AP STA A2                           APPROX. 1.6 KM 3160742.2 |
 AD8774|---------------------------------------------------------------------|
 AD8774
 AD8774                          SUPERSEDED SURVEY CONTROL
 AD8774
 AD8774  NAD 83(2007)-  40 14 08.25084(N)    085 23 24.28420(W) AD(2002.00) 0
 AD8774  ELLIP H (02/10/07)  250.686  (m)                       GP(2002.00)    
 AD8774  NAD 83(1997)-  40 14 08.25098(N)    085 23 24.28375(W) AD(       ) B
 AD8774  ELLIP H (04/10/98)  250.728  (m)                       GP(       ) 4 1
 AD8774
 AD8774.Superseded values are not recommended for survey control.
 AD8774
 AD8774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8774.See file dsdata.pdf to determine how the superseded data were derived.
 AD8774
 AD8774_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD8774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8774_STAMPING: AP 1965 STA B2
 AD8774_MARK LOGO: CGS
 AD8774_PROJECTION: RECESSED 9 CENTIMETERS
 AD8774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8774+STABILITY: SURFACE MOTION
 AD8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8774+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 AD8774
 AD8774  HISTORY     - Date     Condition        Report By
 AD8774  HISTORY     - 1965     MONUMENTED       CGS
 AD8774  HISTORY     - 19901026 GOOD             NGS
 AD8774  HISTORY     - 19970520 GOOD             NGS
 AD8774  HISTORY     - 20000710 GOOD             NGS
 AD8774  HISTORY     - 20080306 GOOD             BFSINC
 AD8774
 AD8774                          STATION DESCRIPTION
 AD8774
 AD8774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AD8774'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT NEAR
 AD8774'RUNWAY END 32.  IT IS 125.4 FT (38.2 M) SOUTHWEST OF THE C/L END OF
 AD8774'RUNWAY 32 AND ON RANGE WITH THE END.  IT IS A CGS TOPO DISK STAMPED,
 AD8774'AP 1965 STA B2, AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.3 FT
 AD8774'(9.1 CM) BELOW THE GROUND.  THE MONUMENT IS PROTECTED BY A 5 INCH PVC
 AD8774'PIPE AND IS IN THE CENTER OF A PATCH OF WHITE GRAVEL.
 AD8774
 AD8774                          STATION RECOVERY (1997)
 AD8774
 AD8774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AD8774'THE STATION IS LOCATED NEAR THE NORTH-NORTHWEST EDGE OF MUNCIE, AT THE
 AD8774'DELAWARE COUNTY-JOHNSON FIELD AIRPORT, IN THE GRASS NEAR THE SOUTHEAST
 AD8774'SECTION OF THE AIRPORT, SOUTHWEST OF RUNWAY END 32, JUST SOUTHEAST OF
 AD8774'THE EXTENDED RUNWAY END LINE.  OWNERSHIP--MUNCIE AVIATION COMPANY,
 AD8774'DIVISION OF MINNETRISTA CORPORATION, PO BOX 1169, MUNCIE IN
 AD8774'47308-1169, PHONE 317-289-7141.  NOTE--AIRPORT MANAGER IS JACK TOBIAS,
 AD8774'HEAD OF MAINTENANCE, DELAWARE AIRPORT AUTHORITY, PHONE 765-747-5690.
 AD8774'NOTE--CONTACT HEAD OF MAINTENANCE 24-HOURS IN ADVANCE (ESCORT
 AD8774'REQUIRED).  JACK TOBIAS IS LOCATED AT THE SAFETY FACILITY BUILDING.
 AD8774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35, STATE
 AD8774'HIGHWAYS 3 AND 67 NORTH AND BROADWAY AVENUE, NEAR THE NORTHEAST EDGE
 AD8774'OF MUNCIE, GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON BROADWAY AVENUE TO THE
 AD8774'JUNCTION OF RIGGIN RD.  TURN RIGHT, WEST FOR 1.93 KM (1.20 MI) ON
 AD8774'RIGGIN ROAD TO THE JUNCTION OF WALNUT STREET. TURN RIGHT, NORTH FOR
 AD8774'1.05 KM (0.65 MI) ON WALNUT STREET TO A PAVED ROAD LEFT LEADING TO THE
 AD8774'AIRPORT CONTROL TOWER.  TURN LEFT AND GO WEST ON TERMINAL DRIVE FOR
 AD8774'0.15 MI (0.24 KM) TO THE SAFETY FACILITY BUILDING ON THE LEFT.
 AD8774'STATION IS 38.2 M (125.3 FT) SOUTHWEST OF THE RUNWAY CENTERLINE, 12.5
 AD8774'M (41.0 FT) WEST-SOUTHWEST OF THE WEST 1 OF 4 RUNWAY END LIGHTS, 7.7 M
 AD8774'(25.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF BLAST PAD, 0.7 M (2.3 FT)
 AD8774'SOUTHEAST OF THE EXTENDED RUNWAY END LINE, ABOUT 0.4 M (1.3 FT) BELOW
 AD8774'THE RUNWAY LEVEL AND RECESSED ABOUT 10 CM BELOW GROUND.  NOTE--THIS
 AD8774'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AD8774
 AD8774                          STATION RECOVERY (2000)
 AD8774
 AD8774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD8774'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS DESIGNATED A PRIMARY
 AD8774'AIRPORT CONTROL STATION (PACS) .
 AD8774
 AD8774                          STATION RECOVERY (2008)
 AD8774
 AD8774'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 AD8774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1534 ***********************************************************************
 MD1534  DESIGNATION -  APPLE
 MD1534  PID         -  MD1534
 MD1534  STATE/COUNTY-  IN/DE KALB
 MD1534  COUNTRY     -  US
 MD1534  USGS QUAD   -  GARRETT (2019)
 MD1534
 MD1534                         *CURRENT SURVEY CONTROL
 MD1534  ______________________________________________________________________
 MD1534* NAD 83(1997) POSITION- 41 16 17.05868(N) 085 11 24.17172(W)   ADJUSTED
 MD1534* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 MD1534  ______________________________________________________________________
 MD1534  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 MD1534  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 MD1534  HORZ ORDER      -  SECOND
 MD1534
 MD1534.The horizontal coordinates were established by classical geodetic methods
 MD1534.and adjusted by the National Geodetic Survey in May 1999.
 MD1534
 MD1534.The orthometric height was scaled from a topographic map.
 MD1534
 MD1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1534.GEOID18 height accuracy estimate available here.
 MD1534
 MD1534.Click photographs - Photos may exist for this station.
 MD1534
 MD1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1534
 MD1534. The following values were computed from the NAD 83(1997) position.
 MD1534
 MD1534;                    North         East     Units Scale Factor Converg.
 MD1534;SPC IN E     -   668,808.074   139,934.212   MT  0.99998629   +0 18 51.8
 MD1534;SPC IN E     - 2,194,247.82    459,100.83   sFT  0.99998629   +0 18 51.8
 MD1534;UTM  16      - 4,570,466.046   651,596.965   MT  0.99988284   +1 11 38.8
 MD1534
 MD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1534!SPC IN E     -   0.99996362  x   0.99998629  =   0.99994991
 MD1534!UTM  16      -   0.99996362  x   0.99988284  =   0.99984647
 MD1534
 MD1534:                Primary Azimuth Mark                     Grid Az
 MD1534:SPC IN E     -  ARI                                      260 50 38.8
 MD1534:UTM  16      -  ARI                                      259 57 51.8
 MD1534
 MD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5159670466(NAD 83)
 MD1534
 MD1534|---------------------------------------------------------------------|
 MD1534| PID    Reference Object                     Distance      Geod. Az  |
 MD1534|                                                           dddmmss.s |
 MD1534| CC7740 APPLE RM 2                           17.528 METERS 09718     |
 MD1534| CC7739 APPLE RM 1                           28.965 METERS 17323     |
 MD1534| CC7738 APPLE AZ MK                                        1850914.5 |
 MD1534| MD1613 ARI                                 APPROX. 5.1 KM 2610930.6 |
 MD1534| MD0860 Y 162                                29.520 METERS 33842     |
 MD1534|---------------------------------------------------------------------|
 MD1534
 MD1534                          SUPERSEDED SURVEY CONTROL
 MD1534
 MD1534  NAD 83(1995)-  41 16 17.05881(N)    085 11 24.17619(W) AD(       ) 2
 MD1534  NAD 83(1986)-  41 16 17.05944(N)    085 11 24.18396(W) AD(       ) 2
 MD1534  NAD 27      -  41 16 16.88360(N)    085 11 24.28840(W) AD(       ) 2
 MD1534
 MD1534.Superseded values are not recommended for survey control.
 MD1534
 MD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1534.See file dsdata.pdf to determine how the superseded data were derived.
 MD1534
 MD1534_MARKER: DS = TRIANGULATION STATION DISK
 MD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1534_STAMPING: APPLE 1946
 MD1534_MARK LOGO: CGS
 MD1534_PROJECTION: FLUSH
 MD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1534+STABILITY: SURFACE MOTION
 MD1534
 MD1534  HISTORY     - Date     Condition        Report By
 MD1534  HISTORY     - 1946     MONUMENTED       CGS
 MD1534  HISTORY     - 1963     GOOD             CGS
 MD1534  HISTORY     - 1977     GOOD             NGS
 MD1534
 MD1534                          STATION DESCRIPTION
 MD1534
 MD1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1534'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE VILLAGE OF AVILLA
 MD1534'AND 3 MILES NORTH OF HUNTERSTOWN, ALONG THE WEST RIGHT OF WAY LINE OF
 MD1534'THE BRANCH OF THE PENNSYLVANIA RAILROAD AND ABOUT 0.1 MILE EAST OF
 MD1534'STATE HIGHWAY 3.  IT IS 45 FEET SOUTHWEST OF RAILROAD CROSSING, 33
 MD1534'FEET SOUTHWEST OF THE WEST TRACK OF THE PENNSYLVANIA RAILROAD TRACK
 MD1534'AND 22 FEET SOUTHEAST OF A STEEL FENCE CORNER.  THE MARK IS FLUSH AND
 MD1534'THE DISK IS STAMPED APPLE 1946.
 MD1534'
 MD1534'REFERENCE MARK NO 1 IS 95.03 FEET SOUTH OF THE STATION, 46 FEET WEST
 MD1534'OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD TRACK AND 1 FOOT EAST OF
 MD1534'A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD1534'DISK IS STAMPED APPLE NO 1 1946.
 MD1534'
 MD1534'Y-162 (USC AND GS) BENCH MARK IS 96.85 FEET NORTH OF THE STATION, 44
 MD1534'FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, 37 FEET
 MD1534'NORTH OF A STEEL FENCE CORNER AND 3 FEET EAST OF A NORTH-SOUTH FENCE
 MD1534'LINE.  THE MARK IS A 12 BY 12 INCH CONCRETE BLOCK PROJECTING ABOUT 4
 MD1534'INCHES AND THE DISK IS A STANDARD USC AND GS BENCH MARK STAMPED Y-162
 MD1534'1946.
 MD1534'
 MD1534'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION,
 MD1534'38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 3 AND 4 FEET NORTH
 MD1534'OF A TELEPHONE POLE NO.  21226.  THE MARK IS FLUSH WITH THE SURFACE OF
 MD1534'THE GROUND AND THE DISK IS STAMPED APPLE 1946.
 MD1534'
 MD1534'TO REACH THE STATION FROM AVILLA, GO SOUTH ON STATE HIGHWAY NO. 3 FOR
 MD1534'7.1 MILES TO A CROSSROAD AND AN OBLIQUE CROSSING OF THE NOBLE-DEKALB
 MD1534'COUNTY LINE.  TURN LEFT HERE AND GO EAST 0.1 MILE TO THE PENNSYLVANIA
 MD1534'RAILROAD TRACK AND THE STATION ON THE RIGHT AS DESCRIBED.
 MD1534'
 MD1534'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL ROAD 0.1
 MD1534'MILE TO STATE HIGHWAY NO. 3, TURN LEFT ON STATE HIGHWAY NO. 3 AND GO
 MD1534'SOUTH FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1534'
 MD1534'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1534
 MD1534                          STATION RECOVERY (1963)
 MD1534
 MD1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1534'NO EVIDENCE OF AZIMUTH MARK FOUND, ALL OTHERS GOOD CONDITION
 MD1534'ESSENTIALLY AS DESCRIBED.
 MD1534'
 MD1534'ABOUT 1.3 MILES S ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1534'R.R. AND NO.  205 INDIANA HWY.  IN LAOTTO TO CROSS ROAD AND TURN LEFT,
 MD1534'THENCE 0.1 MILE E ALONG NO. 70 DEKALB COUNTY ROAD TO R.R. CROSSING AND
 MD1534'STATION ON RIGHT, 37 FEET S OF C/L OF GRAVEL ROAD, 32.8 FEET WSW OF W
 MD1534'RAIL OF BRANCH OF PENNSYLVANIA RAILROAD, 2.0 FEET LOWER THAN TOP OF
 MD1534'SAME, 22 FEET SE OF FENCE CORNER, FLUSH 1A AND 7A MARKS, DISKS STAMPED
 MD1534'APPLE 1946.
 MD1534'
 MD1534'REFERENCE STAMPED APPLE NO. 1 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1534'95.03 FEET OR 28.965 METERS S OF STATION, 46 FEET W OF W RAIL, 132
 MD1534'FEET SSE OR PARALLEL TO R.R.  FROM C/L OF ROAD, AND 1 FOOT ENE OF THE
 MD1534'RIGHT-OF-WAY FENCE.
 MD1534'
 MD1534'COAST SURVEY BENCH MARK STAMPED Y 162 1946, PROJECTS 0.1 FOOT, IS
 MD1534'96.85 FEET OR 29.520 METERS NNW OF STATION, 44.0 FEET WSW OF W RAIL OF
 MD1534'R.R., 2.4 FEET LOWER THAN TOP OF SAME, 56 FEET N OF C/L OF ROAD, 36.5
 MD1534'FEET N OF FENCE CORNER, 2.5 FEET E OF FENCE, AND 2.0 FEET E OF STEEL
 MD1534'WITNESS POST.
 MD1534
 MD1534                          STATION RECOVERY (1977)
 MD1534
 MD1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MD1534'THE STATION MARK, AND Y 162 (USC AND GS) BENCH MARK WERE RECOVERED IN
 MD1534'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED
 MD1534'DESTROYED WHEN A NEW BUILDING WAS CONSTRUCTED.  THE AZIMUTH MARK
 MD1534'WAS NOT RECOVERED AND WAS PROBALLY DESTROYED DURING ROAD
 MD1534'CONSTRUCTION.  REFERENCE MARK 2 WAS SET AND ESTABLISHED.  A NEW
 MD1534'DESCRIPTION FOLLOWS--
 MD1534'
 MD1534'STATION IS LOCATED ABOUT 7 MILES SOUTH OF AVILLA, 3 MILES NORTH OF
 MD1534'HUNTERSTOWN, ALONG THE WEST RIGHT OF WAY OF THE PENNSYLVANIA
 MD1534'RAILROAD TRACK, 0.1 MILE EAST OF STATE HIGHWAY 3 AND AT THE
 MD1534'NORTHEAST EDGE OF THE PEASE MACHINE AND TOOL INC. BUILDING.
 MD1534'
 MD1534'THE STATION IS 45 FEET SOUTHWEST OF THE RAILROAD CROSSING, 33 FEET
 MD1534'WEST OF THE WEST RAIL OF THE TRACK, 59 FEET NORTHEAST OF THE
 MD1534'NORTHEAST CORNER OF THE MACHINE AND TOOL BUILDING, 24 FEET EAST OF
 MD1534'THE EAST EDGE OF A PAVED PARKING LOT, 37 FEET SOUTH OF THE CENTER
 MD1534'LINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 MD1534'STAMPED APPLE 1946.
 MD1534'
 MD1534'REFERENCE MARK 2 IS 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15
 MD1534'FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 1 FOOT NORTH OF A
 MD1534'METAL WITNESS POST.  THE MARK IS AN ALUMINUM TYPE WITH 3 MAGNETS
 MD1534'ATTACHED AND STAMPED APPLE 1946 NO 2 1977.  IT PROJECTS 4 INCHES.
 MD1534'
 MD1534'Y 162 (USC AND GS) BENCH MARK IS 57 FEET NORTH OF THE CENTERLINE OF
 MD1534'THE ROAD, 44 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 2.5
 MD1534'FEET EAST OF THE FENCELINE AND 2 FEET EAST OF A METAL WITNESS POST.
 MD1534'THE DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE POST THAT
 MD1534'PROJECTS 1 INCH.  THE DISK IS STAMPED Y 162 1946.
 MD1534'
 MD1534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 MD1534'AVILLA.
 MD1534'
 MD1534'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2384 ***********************************************************************
 LA2384  DESIGNATION -  APPLE
 LA2384  PID         -  LA2384
 LA2384  STATE/COUNTY-  IN/ADAMS
 LA2384  COUNTRY     -  US
 LA2384  USGS QUAD   -  GENEVA (2019)
 LA2384
 LA2384                         *CURRENT SURVEY CONTROL
 LA2384  ______________________________________________________________________
 LA2384* NAD 83(1997) POSITION- 40 35 08.81444(N) 084 53 11.40928(W)   ADJUSTED
 LA2384* NAVD 88 ORTHO HEIGHT -   259.23  (+/-2cm)      850.5   (feet) VERTCON3
 LA2384  ______________________________________________________________________
 LA2384  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 LA2384  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 LA2384  HORZ ORDER      -  THIRD
 LA2384  VERT ORDER      -  THIRD ? (See Below)
 LA2384
 LA2384.The horizontal coordinates were established by classical geodetic methods
 LA2384.and adjusted by the National Geodetic Survey in May 1999.
 LA2384
 LA2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2384
 LA2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2384.GEOID18 height accuracy estimate available here.
 LA2384
 LA2384.The vertical order pertains to the NGVD 29 superseded value.
 LA2384
 LA2384.Click photographs - Photos may exist for this station.
 LA2384
 LA2384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2384
 LA2384. The following values were computed from the NAD 83(1997) position.
 LA2384
 LA2384;                    North         East     Units Scale Factor Converg.
 LA2384;SPC IN E     -   592,853.387   166,046.570   MT  1.00002034   +0 30 27.3
 LA2384;SPC IN E     - 1,945,053.15    544,771.12   sFT  1.00002034   +0 30 27.3
 LA2384;SPC OH N     -   104,828.394   397,989.824   MT  0.99997429   -1 34 04.1
 LA2384;SPC OH N     -   343,924.49  1,305,738.28   sFT  0.99997429   -1 34 04.1
 LA2384;UTM  16      - 4,494,923.312   678,862.786   MT  0.99999380   +1 22 31.4
 LA2384
 LA2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2384!SPC IN E     -   0.99996460  x   1.00002034  =   0.99998494
 LA2384!SPC OH N     -   0.99996460  x   0.99997429  =   0.99993889
 LA2384!UTM  16      -   0.99996460  x   0.99999380  =   0.99995840
 LA2384
 LA2384:                Primary Azimuth Mark                     Grid Az
 LA2384:SPC IN E     -  APPLE AZ MK                              087 15 21.7
 LA2384:SPC OH N     -  APPLE AZ MK                              089 19 53.1
 LA2384:UTM  16      -  APPLE AZ MK                              086 23 17.6
 LA2384
 LA2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7886294923(NAD 83)
 LA2384
 LA2384|---------------------------------------------------------------------|
 LA2384| PID    Reference Object                     Distance      Geod. Az  |
 LA2384|                                                           dddmmss.s |
 LA2384| CE6142 APPLE RM 3                           13.573 METERS 06526     |
 LA2384| CE6139 APPLE AZ MK                                        0874549.0 |
 LA2384| LA2379 DICK CATHOLIC CHURCH STEEPLE        APPROX. 6.1 KM 1424148.4 |
 LA2384| CE6140 APPLE RM 1                           17.162 METERS 16659     |
 LA2384| CE6141 APPLE RM 2                           22.400 METERS 28317     |
 LA2384|---------------------------------------------------------------------|
 LA2384
 LA2384                          SUPERSEDED SURVEY CONTROL
 LA2384
 LA2384  NAD 83(1995)-  40 35 08.81441(N)    084 53 11.41076(W) AD(       ) 3
 LA2384  NAD 83(1986)-  40 35 08.81721(N)    084 53 11.42615(W) AD(       ) 3
 LA2384  NAD 27      -  40 35 08.64960(N)    084 53 11.54720(W) AD(       ) 3
 LA2384  NGVD 29             259.38   (m)          851.0    (f) LEVELING    3  
 LA2384
 LA2384.Superseded values are not recommended for survey control.
 LA2384
 LA2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2384.See file dsdata.pdf to determine how the superseded data were derived.
 LA2384
 LA2384_MARKER: DS = TRIANGULATION STATION DISK
 LA2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2384_STAMPING: APPLE 1955
 LA2384_MARK LOGO: CGS
 LA2384_PROJECTION: FLUSH
 LA2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2384+STABILITY: SURFACE MOTION
 LA2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2384+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LA2384
 LA2384  HISTORY     - Date     Condition        Report By
 LA2384  HISTORY     - 1955     MONUMENTED       CGS
 LA2384  HISTORY     - 1964     GOOD             CGS
 LA2384  HISTORY     - 20190920 GOOD             INDIV
 LA2384
 LA2384                          STATION DESCRIPTION
 LA2384
 LA2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2384'THE STATION IS LOCATED 4 MILES EAST OF GENEVA, ON LAND OWNED BY T. B.
 LA2384'RHOADES.  IT IS 55 FEET
 LA2384'SOUTH OF THE CENTER OF STATE HIGHWAY 116, 26 FEET WEST OF THE CENTER
 LA2384'OF A GRAVELED ROAD AND 21 FEET
 LA2384'SOUTHEAST OF A POWERLINE POLE.
 LA2384'
 LA2384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2384'HIGHWAY 116 IN GENEVA, GO
 LA2384'EAST ON HIGHWAY 116 FOR 4.0 MILES TO THE STATION ON THE RIGHT,
 LA2384'CONTINUE EAST ON THE HIGHWAY FOR
 LA2384'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2384'
 LA2384'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED APPLE
 LA2384'1955.
 LA2384'
 LA2384'REFERENCE MARK 1 IS 10 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 LA2384'AND 1 FOOT WEST OF A FENCE.
 LA2384'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED APPLE NO 1 1955.
 LA2384'
 LA2384'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 22
 LA2384'FEET EAST OF A TELEPHONE
 LA2384'POLE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED APPLE NO 2
 LA2384'1955.
 LA2384'
 LA2384'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4
 LA2384'FEET WEST OF A POWERLINE POLE
 LA2384'AND 2 FEET WEST OF A 4 INCH BY 4 INCH WHITE WITNESS POST.  THE MARK
 LA2384'PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2384'APPLE 1955.
 LA2384'
 LA2384'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2384
 LA2384                          STATION RECOVERY (1964)
 LA2384
 LA2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2384'RECOVERED STATION, NO. 2 R.M., AND AZ. MK. IN GOOD CONDITION, BUT NO
 LA2384'EVIDENCE OF NO. 1 R.M. A NO. 3 R.M. WAS ESTABLISHED.
 LA2384'
 LA2384'ABOUT 4.0 MILES E ALONG NO. 116 INDIANA HWY. FROM ITS INTERSECTION
 LA2384'WITH NO. 27 U.S.  HWY. IN GENEVA,
 LA2384'ABOUT 0.3 MILE E OF APPLE GROVE UNITED BRETHREN CHURCH, AN ESTIMATED
 LA2384'100 YARDS E OF LOCAL CREST OF HWY.
 LA2384'GRADES, 55 FEET S OF CENTER LINE OF 20-FOOT ASPHALT HWY.
 LA2384'PAVEMENT, ABOUT 0.1 FOOT LOWER THAN SAME, 25 FEET
 LA2384'W OF CENTER LINE OF FARM ROAD, AND 22.3
 LA2384'FEET E OF CENTER LINE OF NARROW CONCRETE SIDEWALK TO ABANDONED
 LA2384'HOUSE, STANDARD DISKS STAMPED
 LA2384'APPLE 1955 IN 1B AND 7A MARKS WITH THE UPPER MARK FLUSH WITH THE
 LA2384'GROUND.
 LA2384'
 LA2384'R.M. STAMPED APPLE NO 2 1955, NOTE 11B, PROJECTS 0.2 FOOT, IS 22.400
 LA2384'METERS OR 73.49 FEET W IN AZIMUTH
 LA2384'103 DEG 17 MIN FROM THE STATION, 37 FEET S OF CENTER LINE OF HWY.,
 LA2384'0.7 FOOT HIGHER THAN SAME, 49.5 FEET W OF
 LA2384'C/L OF SIDEWALK, AND 1.7 FEET E OF STEEL WITNESS POST.
 LA2384'
 LA2384'R.M. STAMPED APPLE NO. 3 1964, NOTE 11B, FLUSH, IS 13.573 METERS OR
 LA2384'44.53 FEET ENE IN AZIMUTH 245
 LA2384'DEG 26 MIN FROM STATION, 36 FEET S OF C/L OF HWY., 0.1 FOOT LOWER
 LA2384'THAN SAME, 15 FEET E OF C/L OF FARM ROAD,
 LA2384'AND 1.8 FEET N OF CENTER OF CREOSOTED NO. 151 TELEPHONE POLE.
 LA2384'
 LA2384'AZIMUTH MARK STAMPED APPLE 1955, NOTE 16B, PROJECTS 0.4 FOOT, IS
 LA2384'ABOUT 0.5 MILE E IN AZIMUTH 267
 LA2384'DEG 45 MIN 48.4 SEC FROM THE STATION, ON CREST OF RIDGE, 39 FEET N
 LA2384'OF C/L OF HWY., 1.3 FEET HIGHER THAN SAME, 4.3
 LA2384'FEET W OF NO. 84/333 POWER POLE, AND 1.7 FEET SE OF STEEL WITNESS
 LA2384'POST.
 LA2384
 LA2384                          STATION RECOVERY (2019)
 LA2384
 LA2384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LA2384'STATION RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE NOT FOUND AFTER
 LA2384'CURSORY SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2499 ***********************************************************************
 LB2499  DESIGNATION -  ARCADIA JENKINS GLASS CO TANK
 LB2499  PID         -  LB2499
 LB2499  STATE/COUNTY-  IN/HAMILTON
 LB2499  COUNTRY     -  US
 LB2499  USGS QUAD   -  ARCADIA (2019)
 LB2499
 LB2499                         *CURRENT SURVEY CONTROL
 LB2499  ______________________________________________________________________
 LB2499* NAD 83(1997) POSITION- 40 10 17.49433(N) 086 01 22.02141(W)   ADJUSTED
 LB2499  ______________________________________________________________________
 LB2499  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 LB2499  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 LB2499  HORZ ORDER      -  THIRD
 LB2499
 LB2499.The horizontal coordinates were established by classical geodetic methods
 LB2499.and adjusted by the National Geodetic Survey in May 1999.
 LB2499
 LB2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2499.GEOID18 height accuracy estimate available here.
 LB2499
 LB2499.Click photographs - Photos may exist for this station.
 LB2499
 LB2499.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2499
 LB2499. The following values were computed from the NAD 83(1997) position.
 LB2499
 LB2499;                    North         East     Units Scale Factor Converg.
 LB2499;SPC IN E     -   546,623.443    69,666.995   MT  0.99997799   -0 13 47.0
 LB2499;SPC IN E     - 1,793,380.41    228,565.80   sFT  0.99997799   -0 13 47.0
 LB2499;UTM  16      - 4,447,252.984   583,206.485   MT  0.99968523   +0 37 49.5
 LB2499
 LB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8320647252(NAD 83)
 LB2499
 LB2499                          SUPERSEDED SURVEY CONTROL
 LB2499
 LB2499  NAD 83(1986)-  40 10 17.49942(N)    086 01 22.03626(W) AD(       ) 3
 LB2499  NAD 27      -  40 10 17.36500(N)    086 01 22.08900(W) AD(       ) 3
 LB2499
 LB2499.Superseded values are not recommended for survey control.
 LB2499
 LB2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2499.See file dsdata.pdf to determine how the superseded data were derived.
 LB2499
 LB2499_MARKER: 51 = TANK
 LB2499
 LB2499  HISTORY     - Date     Condition        Report By
 LB2499  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2499
 LB2499                          STATION DESCRIPTION
 LB2499
 LB2499'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0945 ***********************************************************************
 LA0945  DESIGNATION -  ARCANA
 LA0945  PID         -  LA0945
 LA0945  STATE/COUNTY-  IN/GRANT
 LA0945  COUNTRY     -  US
 LA0945  USGS QUAD   -  ROLL (2019)
 LA0945
 LA0945                         *CURRENT SURVEY CONTROL
 LA0945  ______________________________________________________________________
 LA0945* NAD 83(1997) POSITION- 40 33 05.76641(N) 085 26 54.75405(W)   ADJUSTED
 LA0945* NAVD 88 ORTHO HEIGHT -   266.78  (meters)      875.3   (feet) RESET
 LA0945  ______________________________________________________________________
 LA0945  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 LA0945  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 LA0945  HORZ ORDER      -  SECOND
 LA0945  VERT ORDER      -  THIRD
 LA0945
 LA0945.The horizontal coordinates were established by classical geodetic methods
 LA0945.and adjusted by the National Geodetic Survey in May 1999.
 LA0945
 LA0945.The orthometric height was computed from unverified reset data.
 LA0945
 LA0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0945.GEOID18 height accuracy estimate available here.
 LA0945
 LA0945.Click photographs - Photos may exist for this station.
 LA0945
 LA0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0945
 LA0945. The following values were computed from the NAD 83(1997) position.
 LA0945
 LA0945;                    North         East     Units Scale Factor Converg.
 LA0945;SPC IN E     -   588,788.286   118,475.089   MT  0.99997087   +0 08 30.5
 LA0945;SPC IN E     - 1,931,716.23    388,697.02   sFT  0.99997087   +0 08 30.5
 LA0945;UTM  16      - 4,490,138.975   631,362.688   MT  0.99981241   +1 00 31.7
 LA0945
 LA0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0945!SPC IN E     -   0.99996352  x   0.99997087  =   0.99993439
 LA0945!UTM  16      -   0.99996352  x   0.99981241  =   0.99977593
 LA0945
 LA0945:                Primary Azimuth Mark                     Grid Az
 LA0945:SPC IN E     -  ASBUR                                    064 19 24.9
 LA0945:UTM  16      -  ASBUR                                    063 27 23.7
 LA0945
 LA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3136290138(NAD 83)
 LA0945
 LA0945|---------------------------------------------------------------------|
 LA0945| PID    Reference Object                     Distance      Geod. Az  |
 LA0945|                                                           dddmmss.s |
 LA0945| LA0946 ARCANA RM 1                          26.826 METERS 02154     |
 LA0945| LA2029 ASBUR                               APPROX. 7.2 KM 0642755.4 |
 LA0945| LA2101 UPLAND MUNICIPAL TANK               APPROX. 9.4 KM 2054015.4 |
 LA0945| LA0947 ARCANA RM 2                          25.485 METERS 26138     |
 LA0945| LA0944 C 215                               103.420 METERS 26731     |
 LA0945| LA0948 B 215                                              2713049.7 |
 LA0945|---------------------------------------------------------------------|
 LA0945
 LA0945                          SUPERSEDED SURVEY CONTROL
 LA0945
 LA0945  NAD 83(1995)-  40 33 05.76777(N)    085 26 54.76655(W) AD(       ) 2
 LA0945  NAD 83(1986)-  40 33 05.76928(N)    085 26 54.76807(W) AD(       ) 2
 LA0945  NAD 27      -  40 33 05.60640(N)    085 26 54.88090(W) AD(       ) 2
 LA0945
 LA0945.Superseded values are not recommended for survey control.
 LA0945
 LA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0945.See file dsdata.pdf to determine how the superseded data were derived.
 LA0945
 LA0945_MARKER: DS = TRIANGULATION STATION DISK
 LA0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0945_STAMPING: ARCANA 1955
 LA0945_MARK LOGO: CGS
 LA0945_PROJECTION: FLUSH
 LA0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0945+STABILITY: SURFACE MOTION
 LA0945
 LA0945  HISTORY     - Date     Condition        Report By
 LA0945  HISTORY     - 1955     MONUMENTED       CGS
 LA0945  HISTORY     - 1970     GOOD             NGS
 LA0945  HISTORY     - 1970     GOOD             NGS
 LA0945
 LA0945                          STATION DESCRIPTION
 LA0945
 LA0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0945'THE STATION IS LOCATED ABOUT 11 MILES EAST OF MARION, 10 MILES WEST OF
 LA0945'MONTPELIER, 9 MILES SOUTH OF WARREN, 2 MILES WEST OF ROLL, 90 FEET
 LA0945'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 41 FEET SOUTH OF THE
 LA0945'CENTER OF STATE HIGHWAY 18, 25 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER
 LA0945'POST, 15 FEET NORTH OF A WIRE FENCE AND A WHITE 4 INCH X 4 INCH
 LA0945'WITNESS POST, AND ON LAND OWNED BY MR. KENNETH BANTER.
 LA0945'
 LA0945'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 22 IN
 LA0945'HARTFORD CITY, GO NORTH ON STATE HIGHWAY 3 FOR 7.2 MILES TO THE
 LA0945'JUNCTION OF STATE HIGHWAY 18, TURN LEFT (WEST) ON STATE HIGHWAY 18 FOR
 LA0945'4 MILES TO THE COUNTY LINE, CONTINUE WESTERLY ON THE HIGHWAY FOR 0.2
 LA0945'MILE TO MR. BANTERS FARM HOME ON THE LEFT AND THE STATION.
 LA0945'
 LA0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY FOR
 LA0945'0.85 MILE TO A CONCRETE BRIDGE AND THE MARK AS DESCRIBED BELOW.
 LA0945'
 LA0945'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA0945'IS STAMPED ARCANA 1955.
 LA0945'
 LA0945'REFERENCE MARK 1 IS 45 FEET WEST OF A POWERLINE POLE, AND 27 FEET
 LA0945'NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 8 INCHES, AND
 LA0945'THE DISK IS STAMPED ARCANA NO 1 1955.
 LA0945'
 LA0945'REFERENCE MARK 2 IS 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 35
 LA0945'FEET EAST OF CENTER OF THE DRIVEWAY, AND 1 FOOT NORTH OF A WIRE FENCE.
 LA0945'THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED ARCANA NO 2 1955.
 LA0945'
 LA0945'BENCH MARK C 215 WAS USED AS REFERENCE MARK 3.  IT IS 27 FEET SOUTH OF
 LA0945'THE CENTER OF THE HIGHWAY, 18 FEET WEST OF A POWERLINE POLE, 4 FEET
 LA0945'WEST OF A FENCE CORNER, 1 FOOT EAST OF A WHITE 4 INCH X 4 INCH WITNESS
 LA0945'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A STANDARD USC
 LA0945'AND GS BENCH MARK DISK SET IN THE TOP OF AN 8 INCH X 8 INCH CONCRETE
 LA0945'POST, THAT PROJECTS 7 INCHES, AND THE DISK IS STAMPED C 215 1947.
 LA0945'
 LA0945'BENCH MARK B 215 WAS USED AS THE AZIMUTH MARK.  IT IS 17 FEET NORTH OF
 LA0945'THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE 4 INCH X 4 INCH
 LA0945'WITNESS POST, AND 1 FOOT NORTH OF THE WEST END OF A BRIDGE PARAPET.
 LA0945'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK SET IN CEMENT IN A
 LA0945'DRILL HOLE IN THE WEST END OF A BRIDGE ABUTMENT.  THE MARK IS FLUSH
 LA0945'WITH THE SURFACE AND THE DISK IS STAMPED B 215 1947.
 LA0945'
 LA0945'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA0945
 LA0945                          STATION RECOVERY (1970)
 LA0945
 LA0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LA0945'DISTANCE TO BM C 215 1955 VALUE
 LA0945'
 LA0945'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK C 215 WERE
 LA0945'FOUND IN GOOD CONDITION.  BENCH MARK B 215 USED AS THE AZIMUTH MARK
 LA0945'WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY BRIDGE
 LA0945'IMPROVEMENT.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 LA0945'CHECKED.  NO OBJECT VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK FROM.
 LA0945'A NEW DESCRIPTION FOLLOWS--
 LA0945'
 LA0945'THE STATION IS LOCATED ABOUT 11 MILES EAST OF MARION, 10 MILES WEST OF
 LA0945'MONTPELIER AND ON THE PROPERTY OF MR. KENNETH BANTER, 41 FEET SOUTH OF
 LA0945'THE CENTERLINE OF STATE HIGHWAY 18, 126 FEET EAST OF THE CENTERLINE OF
 LA0945'A DRIVEWAY, 15 FEET NORTH OF A FENCE, 35 FEET NORTHWEST OF A FENCE
 LA0945'CORNER, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 100 FEET
 LA0945'NORTHEAST OF A LARGE BARN.  THE MONUMENT IS FLUSH AND THE DISK IS
 LA0945'STAMPED ARCANA 1955.
 LA0945'
 LA0945'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 18
 LA0945'ABOUT 7 MILES NORTH OF HARTFORD CITY, GO WEST ON HIGHWAY 18 FOR 4.2
 LA0945'MILES TO THE STATION ON THE LEFT.
 LA0945'
 LA0945'REFERENCE MARK 1 IS 27 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 51
 LA0945'FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE AND 27 FEET NORTH
 LA0945'OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6 INCHES AND
 LA0945'THE DISK IS STAMPED ARCANA NO 1 1955.
 LA0945'
 LA0945'REFERENCE MARK 2 IS 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A
 LA0945'FENCE, 40 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 44 FEET
 LA0945'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6
 LA0945'INCHES AND THE DISK IS STAMPED ARCANA NO 2 1955.
 LA0945'
 LA0945'BENCH MARK C 215 IS A STANDARD BENCH MARK DISK STAMPED C 215 1947 SET
 LA0945'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES, 1 FOOT NORTH
 LA0945'OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 29 FEET SOUTH OF THE
 LA0945'CENTERLINE OF THE HIGHWAY, 70 FEET NORTHWEST OF THE NORTHWEST CORNER
 LA0945'OF HOUSE AND 66 FEET WEST OF THE CENTER OF SIDEWALK TO THE HOUSE.
 LA0945'
 LA0945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 LA0945'ROLL.
 LA0945'
 LA0945'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LA0945
 LA0945                          STATION RECOVERY (1970)
 LA0945
 LA0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0945'3 MI W FROM ROLL.
 LA0945'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 18 FROM THE SCHOOL IN
 LA0945'ROLL, 0.2 MILE WEST OF THE BLACKFORD-GRANT COUNTY LINE, ON THE
 LA0945'PROPERTY OF MR. KENNETH BANTER, 41 FEET SOUTH OF THE CENTERLINE
 LA0945'OF THE HIGHWAY, 126 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 15
 LA0945'FEET NORTH OF A FENCE, 35 FEET NORTHWEST OF A FENCE CORNER, 1
 LA0945'FOOT WEST OF A METAL WITNESS POST, ABOUT 100 FEET NORTHEAST OF
 LA0945'A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT 100
 LA0945'FEET NORTHEAST OF A LARGE BARN, SET IN THE TOP OF A ROUND
 LA0945'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0946 ***********************************************************************
 LA0946  DESIGNATION -  ARCANA RM 1
 LA0946  PID         -  LA0946
 LA0946  STATE/COUNTY-  IN/GRANT
 LA0946  COUNTRY     -  US
 LA0946  USGS QUAD   -  ROLL (2019)
 LA0946
 LA0946                         *CURRENT SURVEY CONTROL
 LA0946  ______________________________________________________________________
 LA0946* NAD 83(1986) POSITION- 40 33 06.57   (N) 085 26 54.33   (W)   HD_HELD1
 LA0946* NAVD 88 ORTHO HEIGHT -   267.09  (meters)      876.3   (feet) RESET
 LA0946  ______________________________________________________________________
 LA0946  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 LA0946  VERT ORDER      -  THIRD
 LA0946
 LA0946.The horizontal coordinates were determined by differentially corrected
 LA0946.hand held GPS observations or other comparable positioning techniques
 LA0946.and have an estimated accuracy of +/- 3 meters.
 LA0946
 LA0946.The orthometric height was computed from unverified reset data.
 LA0946
 LA0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0946.GEOID18 height accuracy estimate available here.
 LA0946
 LA0946.Click photographs - Photos may exist for this station.
 LA0946
 LA0946;                    North         East    Units  Estimated Accuracy
 LA0946;SPC IN E     -   588,813.1     118,485.0     MT  (+/- 3 meters HH1 GPS) 
 LA0946
 LA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3137290163(NAD 83)
 LA0946
 LA0946                          SUPERSEDED SURVEY CONTROL
 LA0946
 LA0946.No superseded survey control is available for this station.
 LA0946
 LA0946_MARKER: DR = REFERENCE MARK DISK
 LA0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0946_STAMPING: ARCANA NO 1 1955
 LA0946_MARK LOGO: CGS
 LA0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0946+STABILITY: SURFACE MOTION
 LA0946
 LA0946  HISTORY     - Date     Condition        Report By
 LA0946  HISTORY     - 1955     MONUMENTED       CGS
 LA0946  HISTORY     - 1970     GOOD             NGS
 LA0946
 LA0946                          STATION DESCRIPTION
 LA0946
 LA0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0946'3 MI W FROM ROLL.
 LA0946'3.05 MILES WEST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT ROLL,
 LA0946'0.2 MILE WEST OF THE BLACKFORD-GRANT COUNTY LINE, 27 FEET EAST
 LA0946'OF A CONCRETE RIGHT-OF-WAY POST, 51 FEET WEST OF A POWER POLE,
 LA0946'1 FOOT SOUTH OF A FENCE, 27 FEET NORTH OF THE CENTERLINE OF THE
 LA0946'HIGHWAY.  SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LA0946'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0947 ***********************************************************************
 LA0947  DESIGNATION -  ARCANA RM 2
 LA0947  PID         -  LA0947
 LA0947  STATE/COUNTY-  IN/GRANT
 LA0947  COUNTRY     -  US
 LA0947  USGS QUAD   -  ROLL (2019)
 LA0947
 LA0947                         *CURRENT SURVEY CONTROL
 LA0947  ______________________________________________________________________
 LA0947* NAD 83(1986) POSITION- 40 33 05.65   (N) 085 26 55.83   (W)   HD_HELD1
 LA0947* NAVD 88 ORTHO HEIGHT -   266.62  (meters)      874.7   (feet) RESET
 LA0947  ______________________________________________________________________
 LA0947  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 LA0947  VERT ORDER      -  THIRD
 LA0947
 LA0947.The horizontal coordinates were determined by differentially corrected
 LA0947.hand held GPS observations or other comparable positioning techniques
 LA0947.and have an estimated accuracy of +/- 3 meters.
 LA0947
 LA0947.The orthometric height was computed from unverified reset data.
 LA0947
 LA0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0947.GEOID18 height accuracy estimate available here.
 LA0947
 LA0947.Click photographs - Photos may exist for this station.
 LA0947
 LA0947;                    North         East    Units  Estimated Accuracy
 LA0947;SPC IN E     -   588,784.6     118,449.8     MT  (+/- 3 meters HH1 GPS) 
 LA0947
 LA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3133790134(NAD 83)
 LA0947
 LA0947                          SUPERSEDED SURVEY CONTROL
 LA0947
 LA0947.No superseded survey control is available for this station.
 LA0947
 LA0947_MARKER: DR = REFERENCE MARK DISK
 LA0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0947_STAMPING: ARCANA NO 2 1955
 LA0947_MARK LOGO: CGS
 LA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0947+STABILITY: SURFACE MOTION
 LA0947
 LA0947  HISTORY     - Date     Condition        Report By
 LA0947  HISTORY     - 1955     MONUMENTED       CGS
 LA0947  HISTORY     - 1970     GOOD             NGS
 LA0947
 LA0947                          STATION DESCRIPTION
 LA0947
 LA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0947'3 MI W FROM ROLL.
 LA0947'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 LA0947'ROLL, 0.2 MILE WEST OF THE BLACKFORD-GRANT COUNTY LINE, 5 FEET
 LA0947'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 40 FEET EAST
 LA0947'OF THE CENTERLINE OF A DRIVEWAY, 44 FEET SOUTH OF THE CENTERLINE
 LA0947'OF THE HIGHWAY, SET IN THE TOP OF A ROUND CONCRETE POST
 LA0947'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2673 ***********************************************************************
 LB2673  DESIGNATION -  AREPORT
 LB2673  PID         -  LB2673
 LB2673  STATE/COUNTY-  IN/TIPPECANOE
 LB2673  COUNTRY     -  US
 LB2673  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2673
 LB2673                         *CURRENT SURVEY CONTROL
 LB2673  ______________________________________________________________________
 LB2673* NAD 83(1997) POSITION- 40 27 31.88726(N) 086 50 24.28758(W)   ADJUSTED
 LB2673* NAD 83(1997) ELLIP HT-   150.960 (meters)        (05/25/99)   ADJUSTED
 LB2673* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) VERTCON3
 LB2673  ______________________________________________________________________
 LB2673  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 LB2673  NAD 83(1997) X  -    267,893.411 (meters)                     COMP
 LB2673  NAD 83(1997) Y  - -4,852,526.610 (meters)                     COMP
 LB2673  NAD 83(1997) Z  -  4,116,982.781 (meters)                     COMP
 LB2673  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LB2673  HORZ ORDER      -  THIRD
 LB2673  ELLP ORDER      -  FOURTH    CLASS I
 LB2673
 LB2673.This mark is at Aretz Airport (3AR)
 LB2673
 LB2673.The horizontal coordinates were established by GPS observations
 LB2673.and adjusted by the National Geodetic Survey in May 1999.
 LB2673
 LB2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2673
 LB2673.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2673.GEOID18 height accuracy estimate available here.
 LB2673
 LB2673.Click photographs - Photos may exist for this station.
 LB2673
 LB2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2673
 LB2673.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2673
 LB2673.The ellipsoidal height was determined by GPS observations
 LB2673.and is referenced to NAD 83.
 LB2673
 LB2673. The following values were computed from the NAD 83(1997) position.
 LB2673
 LB2673;                    North         East     Units Scale Factor Converg.
 LB2673;SPC IN W     -   578,495.466   920,631.965   MT  0.99997190   +0 09 28.3
 LB2673;SPC IN W     - 1,897,947.21  3,020,440.04   sFT  0.99997190   +0 09 28.3
 LB2673;UTM  16      - 4,478,700.224   513,558.926   MT  0.99960226   +0 06 13.6
 LB2673
 LB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2673!SPC IN W     -   0.99997632  x   0.99997190  =   0.99994822
 LB2673!UTM  16      -   0.99997632  x   0.99960226  =   0.99957859
 LB2673
 LB2673:                Primary Azimuth Mark                     Grid Az
 LB2673:SPC IN W     -  AREPORT AZ MK                            070 53 07.4
 LB2673:UTM  16      -  AREPORT AZ MK                            070 56 22.1
 LB2673
 LB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1355878700(NAD 83)
 LB2673
 LB2673|---------------------------------------------------------------------|
 LB2673| PID    Reference Object                     Distance      Geod. Az  |
 LB2673|                                                           dddmmss.s |
 LB2673| LB2674 AREPORT AZ MK                       APPROX. 0.5 KM 0710235.7 |
 LB2673|---------------------------------------------------------------------|
 LB2673
 LB2673                          SUPERSEDED SURVEY CONTROL
 LB2673
 LB2673  NAD 83(1986)-  40 27 31.89308(N)    086 50 24.30031(W) AD(       ) 3
 LB2673  NAD 27      -  40 27 31.75528(N)    086 50 24.25064(W) AD(       ) 3
 LB2673  NGVD 29 (02/23/89)  184.9    (m)  RAPSU86  model used  GPS OBS        
 LB2673
 LB2673.Superseded values are not recommended for survey control.
 LB2673
 LB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2673.See file dsdata.pdf to determine how the superseded data were derived.
 LB2673
 LB2673_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2673_STAMPING: AREPORT 1986
 LB2673_MARK LOGO: NGS
 LB2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2673+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 LB2673
 LB2673  HISTORY     - Date     Condition        Report By
 LB2673  HISTORY     - 1988     MONUMENTED       NGS
 LB2673  HISTORY     - 20040923 GOOD             BFSINC
 LB2673
 LB2673                          STATION DESCRIPTION
 LB2673
 LB2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2673'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF LAFAYETTE,
 LB2673'0.8 KM (0.50 MI) EAST OF INTERSTATE HIGHWAY 65 AND AT THE
 LB2673'LAFAYETTE-ARETZ AIRPORT.  OWNERSHIP--ARETZ FLYING SERVICE, 180 ARETZ
 LB2673'LANE, LAFAYETTE, IN 47905, PHONE 317-742-4105.  AIRPORT MANAGER IS
 LB2673'RUTH M. ARETZ.
 LB2673'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 65 OVERPASS OVER
 LB2673'STATE HIGHWAY 25 AT THE NORTHEAST SIDE OF LAFAYETTE, GO NORTHEAST ON
 LB2673'STATE HIGHWAY 25 FOR 0.9 KM (0.55 MI) TO COUNTY ROAD 300N.  TURN
 LB2673'RIGHT FOR ABOUT 100 FEET TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LB2673'RIGHT AND GO SOUTH ON ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO AIRPORT
 LB2673'OFFICE.  GO SOUTHERLY ACROSS AIRPORT APRON ONTO TAXIWAY FOR 0.32 KM
 LB2673'(0.20 MI) TO END OF RUNWAY 7 AND THE STATION ON THE RIGHT.
 LB2673'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---AREPORT
 LB2673'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2673'FLUSH WITH THE GROUND.  LOCATED 13.11 M (43.0 FT) NORTH FROM EDGE OF
 LB2673'CUTBANK, 10.97 M (36.0 FT) SOUTH FROM CENTER OF RUNWAY 7 AND 0.91 M
 LB2673'(3.0 FT) SOUTH OF A RED AND BLUE RUNWAY END MARKER LIGHT AND
 LB2673'FIBERGLASS WITNESS POST.
 LB2673'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2673'DESCRIBED BY D.A. BOWLING.
 LB2673
 LB2673                          STATION RECOVERY (2004)
 LB2673
 LB2673'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB2673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2674 ***********************************************************************
 LB2674  DESIGNATION -  AREPORT AZ MK
 LB2674  PID         -  LB2674
 LB2674  STATE/COUNTY-  IN/TIPPECANOE
 LB2674  COUNTRY     -  US
 LB2674  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2674
 LB2674                         *CURRENT SURVEY CONTROL
 LB2674  ______________________________________________________________________
 LB2674* NAD 83(1997) POSITION- 40 27 37.37331(N) 086 50 03.37525(W)   ADJUSTED
 LB2674* NAD 83(1997) ELLIP HT-   153.561 (meters)        (05/25/99)   ADJUSTED
 LB2674* NAVD 88 ORTHO HEIGHT -   187.4   (meters)      615.    (feet) VERTCON3
 LB2674  ______________________________________________________________________
 LB2674  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 LB2674  NAD 83(1997) X  -    268,379.432 (meters)                     COMP
 LB2674  NAD 83(1997) Y  - -4,852,391.757 (meters)                     COMP
 LB2674  NAD 83(1997) Z  -  4,117,113.225 (meters)                     COMP
 LB2674  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 LB2674  HORZ ORDER      -  THIRD
 LB2674  ELLP ORDER      -  FOURTH    CLASS I
 LB2674
 LB2674.This mark is at Aretz Airport (3AR)
 LB2674
 LB2674.The horizontal coordinates were established by GPS observations
 LB2674.and adjusted by the National Geodetic Survey in May 1999.
 LB2674
 LB2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2674
 LB2674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2674.GEOID18 height accuracy estimate available here.
 LB2674
 LB2674.Click photographs - Photos may exist for this station.
 LB2674
 LB2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2674
 LB2674.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2674
 LB2674.The ellipsoidal height was determined by GPS observations
 LB2674.and is referenced to NAD 83.
 LB2674
 LB2674. The following values were computed from the NAD 83(1997) position.
 LB2674
 LB2674;                    North         East     Units Scale Factor Converg.
 LB2674;SPC IN W     -   578,666.053   921,124.187   MT  0.99997216   +0 09 41.8
 LB2674;SPC IN W     - 1,898,506.88  3,022,054.94   sFT  0.99997216   +0 09 41.8
 LB2674;UTM  16      - 4,478,870.284   514,051.126   MT  0.99960243   +0 06 27.2
 LB2674
 LB2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2674!SPC IN W     -   0.99997591  x   0.99997216  =   0.99994807
 LB2674!UTM  16      -   0.99997591  x   0.99960243  =   0.99957835
 LB2674
 LB2674:                Primary Azimuth Mark                     Grid Az
 LB2674:SPC IN W     -  AREPORT                                  250 53 07.5
 LB2674:UTM  16      -  AREPORT                                  250 56 22.1
 LB2674
 LB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1405178870(NAD 83)
 LB2674
 LB2674|---------------------------------------------------------------------|
 LB2674| PID    Reference Object                     Distance      Geod. Az  |
 LB2674|                                                           dddmmss.s |
 LB2674| LB2673 AREPORT                             APPROX. 0.5 KM 2510249.3 |
 LB2674|---------------------------------------------------------------------|
 LB2674
 LB2674                          SUPERSEDED SURVEY CONTROL
 LB2674
 LB2674  NAD 83(1986)-  40 27 37.37913(N)    086 50 03.38799(W) AD(       ) 3
 LB2674  NAD 27      -  40 27 37.24133(N)    086 50 03.33903(W) AD(       ) 3
 LB2674  NGVD 29 (02/23/89)  187.5    (m)  RAPSU86  model used  GPS OBS        
 LB2674
 LB2674.Superseded values are not recommended for survey control.
 LB2674
 LB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2674.See file dsdata.pdf to determine how the superseded data were derived.
 LB2674
 LB2674_MARKER: DZ = AZIMUTH MARK DISK
 LB2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2674_STAMPING: AREPORT 1986
 LB2674_MARK LOGO: NGS
 LB2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2674+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2674
 LB2674  HISTORY     - Date     Condition        Report By
 LB2674  HISTORY     - 1988     MONUMENTED       NGS
 LB2674
 LB2674                          STATION DESCRIPTION
 LB2674
 LB2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2674'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF LAFAYETTE,
 LB2674'0.8 KM (0.50 MI) EAST OF INTERSTATE HIGHWAY 65 AND AT THE
 LB2674'LAFAYETTE-ARETZ AIRPORT.  OWNERSHIP--ARETZ FLYING SERVICE, 180 ARETZ
 LB2674'LANE, LAFAYETTE, IN 47905, PHONE 317-742-4105.  AIRPORT MANAGER IS
 LB2674'RUTH M. ARETZ.
 LB2674'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 65 OVERPASS OVER
 LB2674'STATE HIGHWAY 25 AT THE NORTHEAST SIDE OF LAFAYETTE, GO NORTHEAST ON
 LB2674'STATE HIGHWAY 25 FOR 0.9 KM (0.55 MI) TO COUNTY ROAD 300N.  TURN
 LB2674'RIGHT FOR ABOUT 100 FEET TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LB2674'RIGHT AND GO SOUTH ON ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO AIRPORT
 LB2674'OFFICE.  GO SOUTHERLY ACROSS AIRPORT APRON ONTO TAXIWAY FOR 0.32 KM
 LB2674'(0.20 MI) TO END OF RUNWAY 7.  BEAR LEFT AND GO EASTERLY ALONG RUNWAY
 LB2674'FOR 0.56 KM (0.35 MI) TO THE FIRST RUNWAY MARKER PAST THE TURF RUNWAY
 LB2674'WHICH CROSSES OVER THE PAVED RUNWAY AND THE MARK ON THE RIGHT.
 LB2674'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---AREPORT
 LB2674'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2674'FLUSH WITH THE GROUND.  LOCATED 23.16 M (76.0 FT) NORTHEAST FROM
 LB2674'CENTER OF TURF RUNWAY, 9.33 M (30.6 FT) SOUTH-SOUTHEAST FROM CENTER
 LB2674'OF PAVED RUNWAY AND 0.46 M (1.5 FT) SOUTH-SOUTHEAST FROM A WHITE
 LB2674'RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS POST.
 LB2674'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2674'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2297 ***********************************************************************
 ME2297  DESIGNATION -  ARGOS
 ME2297  PID         -  ME2297
 ME2297  STATE/COUNTY-  IN/MARSHALL
 ME2297  COUNTRY     -  US
 ME2297  USGS QUAD   -  ARGOS (2019)
 ME2297
 ME2297                         *CURRENT SURVEY CONTROL
 ME2297  ______________________________________________________________________
 ME2297* NAD 83(1997) POSITION- 41 12 18.41424(N) 086 13 29.74684(W)   ADJUSTED
 ME2297* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 ME2297  ______________________________________________________________________
 ME2297  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME2297  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 ME2297  HORZ ORDER      -  SECOND
 ME2297
 ME2297.The horizontal coordinates were established by classical geodetic methods
 ME2297.and adjusted by the National Geodetic Survey in May 1999.
 ME2297
 ME2297.The orthometric height was scaled from a topographic map.
 ME2297
 ME2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2297.GEOID18 height accuracy estimate available here.
 ME2297
 ME2297.Click photographs - Photos may exist for this station.
 ME2297
 ME2297.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2297
 ME2297. The following values were computed from the NAD 83(1997) position.
 ME2297
 ME2297;                    North         East     Units Scale Factor Converg.
 ME2297;SPC IN E     -   661,486.943    53,177.811   MT  0.99999364   -0 22 04.0
 ME2297;SPC IN E     - 2,170,228.41    174,467.53   sFT  0.99999364   -0 22 04.0
 ME2297;UTM  16      - 4,561,816.736   564,982.369   MT  0.99965197   +0 30 38.2
 ME2297
 ME2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2297!SPC IN E     -   0.99996264  x   0.99999364  =   0.99995628
 ME2297!UTM  16      -   0.99996264  x   0.99965197  =   0.99961462
 ME2297
 ME2297:                Primary Azimuth Mark                     Grid Az
 ME2297:SPC IN E     -  ARGOS AZ MK                              264 30 25.1
 ME2297:UTM  16      -  ARGOS AZ MK                              263 37 42.9
 ME2297
 ME2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6498261816(NAD 83)
 ME2297
 ME2297|---------------------------------------------------------------------|
 ME2297| PID    Reference Object                     Distance      Geod. Az  |
 ME2297|                                                           dddmmss.s |
 ME2297| CM2686 ARGOS RM 1                           21.859 METERS 20719     |
 ME2297| CM2685 ARGOS AZ MK                                        2640821.1 |
 ME2297| ME2296 ARGOS MUNICIPAL TANK                APPROX. 3.9 KM 3314003.1 |
 ME2297| CM2687 ARGOS RM 2                           21.968 METERS 33324     |
 ME2297|---------------------------------------------------------------------|
 ME2297
 ME2297                          SUPERSEDED SURVEY CONTROL
 ME2297
 ME2297  NAD 83(1986)-  41 12 18.41958(N)    086 13 29.75544(W) AD(       ) 2
 ME2297  NAD 27      -  41 12 18.26660(N)    086 13 29.74930(W) AD(       ) 2
 ME2297
 ME2297.Superseded values are not recommended for survey control.
 ME2297
 ME2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2297.See file dsdata.pdf to determine how the superseded data were derived.
 ME2297
 ME2297_MARKER: DS = TRIANGULATION STATION DISK
 ME2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2297_STAMPING: ARGOS 1952
 ME2297_MARK LOGO: CGS
 ME2297_PROJECTION: FLUSH
 ME2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2297+STABILITY: SURFACE MOTION
 ME2297
 ME2297  HISTORY     - Date     Condition        Report By
 ME2297  HISTORY     - 1952     MONUMENTED       CGS
 ME2297  HISTORY     - 1975     GOOD             NGS
 ME2297  HISTORY     - 1984     GOOD             USPSQD
 ME2297  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 ME2297
 ME2297                          STATION DESCRIPTION
 ME2297
 ME2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2297'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF ARGOS ON PROPERTY
 ME2297'OWNED BY GEORGE A. SMITH.  IT IS 119 FEET NORTHWEST OF THE NORTHWEST
 ME2297'CORNER OF A FRAME HOUSE, 49 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 ME2297'A FRAME BARN, 40 FEET WEST OF THE NORTHWEST CORNER OF THE BARN AND 3
 ME2297'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2297'STAMPED ARGOS 1952.
 ME2297'
 ME2297'REFERENCE MARK NO. 1 IS 89 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2297'THE HOUSE AND 1 FOOT EAST OF A FENCELINE. THE MARK PROJECTS 2 INCHES
 ME2297'AND THE DISK IS STAMPED ARGOS NO 1 1952.
 ME2297'
 ME2297'REFERENCE MARK NO. 2 IS 93 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2297'THE BARN AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES
 ME2297'AND THE DISK IS STAMPED ARGOS NO 2 1952.
 ME2297'
 ME2297'AZIMUTH MARK IS 51 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31, 19 FEET
 ME2297'NORTH OF THE CENTER OF A DRIVEWAY, 3 FEET SOUTH OF A WHITE WITNESS
 ME2297'POST 3 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCELINE.
 ME2297'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARGOS 1952.
 ME2297'
 ME2297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2297'HIGHWAY 10 (NORTH MICHIGAN AND EAST WALNUT STREETS) IN ARGOS, GO SOUTH
 ME2297'ON U.S. HIGHWAY 31 FOR 2.35 MILES TO A DRIVEWAY ON THE LEFT AND THE
 ME2297'AZIMUTH MARK ON THE LEFT, TURN LEFT INTO DRIVEWAY AND GO EAST FOR 0.35
 ME2297'MILE TO A RAILROAD CROSSING, CONTINUE FOR 0.05 MILE TO A HOUSE AND THE
 ME2297'STATION AS DESCRIBED.
 ME2297'
 ME2297'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2297
 ME2297                          STATION RECOVERY (1975)
 ME2297
 ME2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2297'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 ME2297'AS DESCRIBED IN 1952.  THE DISTANCE AND THE DIRECTION TO THE REFERENCE
 ME2297'MARKS WERE VERIFIED.  THE DESCRIPTION AND THE TO REACH IS ADEQUATE,
 ME2297'EXCEPT THAT HIGHWAY 31 IS NOW OLD HIGHWAY 31.
 ME2297'
 ME2297'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 ME2297'SOUTHEAST OF ARGOS.
 ME2297
 ME2297                          STATION RECOVERY (1984)
 ME2297
 ME2297'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2297'ARGOS 1952 FOUND GOOD.  THE MARK IS 36 FEET NORTHWEST OF THE
 ME2297'SOUTHWEST CORNER OF THE BARN AND IS 3 INCHES UNDERGROUND.
 ME2297
 ME2297                          STATION RECOVERY (1994)
 ME2297
 ME2297'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2296 ***********************************************************************
 ME2296  DESIGNATION -  ARGOS MUNICIPAL TANK
 ME2296  PID         -  ME2296
 ME2296  STATE/COUNTY-  IN/MARSHALL
 ME2296  COUNTRY     -  US
 ME2296  USGS QUAD   -  ARGOS (2019)
 ME2296
 ME2296                         *CURRENT SURVEY CONTROL
 ME2296  ______________________________________________________________________
 ME2296* NAD 83(1997) POSITION- 41 14 09.34544(N) 086 14 48.98635(W)   ADJUSTED
 ME2296  ______________________________________________________________________
 ME2296  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 ME2296  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 ME2296  HORZ ORDER      -  THIRD
 ME2296
 ME2296.The horizontal coordinates were established by classical geodetic methods
 ME2296.and adjusted by the National Geodetic Survey in May 1999.
 ME2296
 ME2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2296.GEOID18 height accuracy estimate available here.
 ME2296
 ME2296.Click photographs - Photos may exist for this station.
 ME2296
 ME2296.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2296
 ME2296. The following values were computed from the NAD 83(1997) position.
 ME2296
 ME2296;                    North         East     Units Scale Factor Converg.
 ME2296;SPC IN E     -   664,921.107    51,354.555   MT  0.99999578   -0 22 57.0
 ME2296;SPC IN E     - 2,181,495.33    168,485.74   sFT  0.99999578   -0 22 57.0
 ME2296;UTM  16      - 4,565,221.366   563,107.312   MT  0.99964901   +0 29 47.1
 ME2296
 ME2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6310765221(NAD 83)
 ME2296
 ME2296                          SUPERSEDED SURVEY CONTROL
 ME2296
 ME2296  NAD 83(1986)-  41 14 09.35063(N)    086 14 48.99463(W) AD(       ) 3
 ME2296  NAD 27      -  41 14 09.19800(N)    086 14 48.98300(W) AD(       ) 3
 ME2296
 ME2296.Superseded values are not recommended for survey control.
 ME2296
 ME2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2296.See file dsdata.pdf to determine how the superseded data were derived.
 ME2296
 ME2296_MARKER: 53 = ELEVATED TANK
 ME2296
 ME2296  HISTORY     - Date     Condition        Report By
 ME2296  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2296  HISTORY     - 1984     GOOD             USPSQD
 ME2296  HISTORY     - 19940722 GOOD             USPSQD
 ME2296
 ME2296                          STATION DESCRIPTION
 ME2296
 ME2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2296'THE BALL AT THE APEX OF THE ARGOS MUNI. WATER TANK, LOCATED 500 FEET
 ME2296'SOUTHWEST OF THE INTERSECTION
 ME2296'OF W. WALNUT STREET AND FIRST STREET.  IT IS A FOUR LEGGED STEEL
 ME2296'STRUCTURE ABOUT 125 FEET HIGH AND IS
 ME2296'PAINTED SILVER.
 ME2296
 ME2296                          STATION RECOVERY (1984)
 ME2296
 ME2296'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2296'STATION FOUND GOOD.
 ME2296'
 ME2296'RECOVERED AS DESCRIBED.
 ME2296
 ME2296                          STATION RECOVERY (1994)
 ME2296
 ME2296'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1613 ***********************************************************************
 MD1613  DESIGNATION -  ARI
 MD1613  PID         -  MD1613
 MD1613  STATE/COUNTY-  IN/NOBLE
 MD1613  COUNTRY     -  US
 MD1613  USGS QUAD   -  EGE (2019)
 MD1613
 MD1613                         *CURRENT SURVEY CONTROL
 MD1613  ______________________________________________________________________
 MD1613* NAD 83(1997) POSITION- 41 15 51.63838(N) 085 15 00.27793(W)   ADJUSTED
 MD1613* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 MD1613  ______________________________________________________________________
 MD1613  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 MD1613  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 MD1613  HORZ ORDER      -  SECOND
 MD1613
 MD1613.The horizontal coordinates were established by classical geodetic methods
 MD1613.and adjusted by the National Geodetic Survey in May 1999.
 MD1613
 MD1613.The orthometric height was scaled from a topographic map.
 MD1613
 MD1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1613.GEOID18 height accuracy estimate available here.
 MD1613
 MD1613.Click photographs - Photos may exist for this station.
 MD1613
 MD1613.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1613
 MD1613. The following values were computed from the NAD 83(1997) position.
 MD1613
 MD1613;                    North         East     Units Scale Factor Converg.
 MD1613;SPC IN E     -   667,998.027   134,908.301   MT  0.99998166   +0 16 29.1
 MD1613;SPC IN E     - 2,191,590.19    442,611.65   sFT  0.99998166   +0 16 29.1
 MD1613;UTM  16      - 4,569,579.033   646,584.636   MT  0.99986444   +1 09 15.6
 MD1613
 MD1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1613!SPC IN E     -   0.99996298  x   0.99998166  =   0.99994464
 MD1613!UTM  16      -   0.99996298  x   0.99986444  =   0.99982743
 MD1613
 MD1613:                Primary Azimuth Mark                     Grid Az
 MD1613:SPC IN E     -  NOBLE                                    274 27 45.0
 MD1613:UTM  16      -  NOBLE                                    273 34 58.5
 MD1613
 MD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4658469579(NAD 83)
 MD1613
 MD1613|---------------------------------------------------------------------|
 MD1613| PID    Reference Object                     Distance      Geod. Az  |
 MD1613|                                                           dddmmss.s |
 MD1613| CC7745 ARI RM 3                              7.054 METERS 02255     |
 MD1613| CC7743 ARI RM 1                             22.750 METERS 04932     |
 MD1613| CC7742 ARI AZ MK                                          0525240.3 |
 MD1613| MD0953 K 197                                59.025 METERS 21525     |
 MD1613| MD1596 CHURUBUSCO MUNICIPAL STANDPIPE      APPROX. 7.0 KM 2364211.7 |
 MD1613| MD1618 NOBLE                               APPROX.13.7 KM 2744414.1 |
 MD1613| CC7744 ARI RM 2                             30.128 METERS 31127     |
 MD1613| MD1615 DAYTON GRAND RAPIDS AWY BN 11       APPROX.10.1 KM 3405303.0 |
 MD1613|---------------------------------------------------------------------|
 MD1613
 MD1613                          SUPERSEDED SURVEY CONTROL
 MD1613
 MD1613  NAD 83(1995)-  41 15 51.63846(N)    085 15 00.28253(W) AD(       ) 2
 MD1613  NAD 83(1986)-  41 15 51.63884(N)    085 15 00.29078(W) AD(       ) 2
 MD1613  NAD 27      -  41 15 51.46450(N)    085 15 00.38080(W) AD(       ) 2
 MD1613
 MD1613.Superseded values are not recommended for survey control.
 MD1613
 MD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1613.See file dsdata.pdf to determine how the superseded data were derived.
 MD1613
 MD1613_MARKER: DS = TRIANGULATION STATION DISK
 MD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1613_STAMPING: ARI 1946
 MD1613_MARK LOGO: CGS
 MD1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1613+STABILITY: SURFACE MOTION
 MD1613
 MD1613  HISTORY     - Date     Condition        Report By
 MD1613  HISTORY     - 1946     MONUMENTED       CGS
 MD1613  HISTORY     - 1963     GOOD             CGS
 MD1613  HISTORY     - 1977     GOOD             NGS
 MD1613
 MD1613                          STATION DESCRIPTION
 MD1613
 MD1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1613'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CHURUBUSCO AND 6
 MD1613'MILES SOUTH OF AVILLA IN THE VILLAGE OF ARI.  IT IS 325 FEET NORTHEAST
 MD1613'OF A CROSSROAD, 63 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 MD1613'STATE HIGHWAY 205 AND 32 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MD1613'PENNSYLVANIA RAILROAD TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1613'THE DISK IS STAMPED ARI 1946.
 MD1613'
 MD1613'REFERENCE MARK NO. 1 IS 74.64 FEET NORTHEAST OF THE STATION, 50 FEET
 MD1613'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 205 AND 45
 MD1613'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD
 MD1613'TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ARI
 MD1613'NO 1 1946.
 MD1613'
 MD1613'REFERENCE MARK NO. 2 IS 98.90 FEET NORTHWEST OF THE STATION, 54 FEET
 MD1613'NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 205, 3 FEET
 MD1613'NORTH OF TELEPHONE POLE NO.  R-17182 AND 2 FEET NORTHWEST OF THE EDGE
 MD1613'OF THE HIGHWAY CUT.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MD1613'STAMPED ARI NO 2 1946.
 MD1613'
 MD1613'K-197 (USC AND GS) B.M. IS 193.65 FEET SOUTHWEST OF THE STATION, 31.5
 MD1613'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENNSYLVANIA RAILROAD
 MD1613'TRACKS, 28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A COUNTY GRAVEL
 MD1613'ROAD AND 3 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS A 12 BY 12
 MD1613'CONCRETE BLOCK PROJECTING ABOUT 6 INCHES AND THE DISK IS A STANDARD
 MD1613'USC AND GS BENCH MARK STAMPED K-197 1946.
 MD1613'
 MD1613'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 200 FEET WEST
 MD1613'OF A STEEL POWER LINE TOWER, 70 FEET NORTH WEST OF THE APPROXIMATE
 MD1613'CENTERLINE OF STATE HIGHWAY 205, 3 FEET SOUTH OF A WHITE WITNESS POST
 MD1613'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT
 MD1613'2 INCHES AND THE DISK IS STAMPED ARI 1946.
 MD1613'
 MD1613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 205 AND U.S.
 MD1613'HIGHWAY 33 IN CHURUBUSCO, GO NORTHEAST ON 205 FOR 4.2 MILES TO A
 MD1613'CROSSROADS AND THE VILLAGE OF ARI ON THE RIGHT.  CONTINUE ON 205 FOR
 MD1613'100 YARDS TO THE STATION ON THE RIGHT BETWEEN THE HIGHWAY AND THE
 MD1613'RAILROAD.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.35 MILE TO THE
 MD1613'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1613'
 MD1613'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1613
 MD1613                          STATION RECOVERY (1963)
 MD1613
 MD1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1613'RECOVERED ALL MARKS EXCEPT NO EVIDENCE OF AZIMUTH MARK WAS FOUND, ALL
 MD1613'IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  ALL ARE IN
 MD1613'NOBLE COUNTY.
 MD1613'
 MD1613'ABOUT 4.6 MILES SW ALONG NO. 205 INDIANA HWY. FROM ITS INTERSECTION
 MD1613'WITH NO. 3 INDIANA HWY. IN LAOTTO, OR 4.6 MILES NE ALONG SAME FROM
 MD1613'INTERSECTION WITH NO. 33 U.S. HWY. IN CHURUBUSCO, ABOUT 125 YARDS NE
 MD1613'OF SKEWED CROSSING OF HWY. AND NORTH COUNTY LINE ROAD OF ALLEN COUNTY,
 MD1613'54 FEET SE OF CENTER LINE OF 20-FOOT ASPHALT HWY., 2.0 FEET HIGHER
 MD1613'THAN SAME, 33.0 FEET NW OF NW RAIL OF BRANCH OF PENNSYLVANIA RAILROAD,
 MD1613'DISKS STAMPED ARI 1946 IN 1A AND 7A MARKS WITH THE UPPER MARK
 MD1613'PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1613'
 MD1613'REF. MARK STAMPED ARI NO 1 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS 74.63
 MD1613'FEET OR 22.747 METERS NE OF STATION, 44 FT SE OF CENTER LINE OF HWY.,
 MD1613'0.4 FOOT LOWER THAN SAME, 42 FEET NW OF NW RAIL OF THE R.R., AND 1.5
 MD1613'FEET NE OF STEEL WITNESS POST.
 MD1613'
 MD1613'R.M. STAMPED ARI NO 2 1946, NOTE 11A, FLUSH, IS 98.85 FEET OR 30.130
 MD1613'METERS NW OF STATION, 44 FEET NW OF C/L OF HWY., 2.3 FEET HIGHER THAN
 MD1613'SAME, 3 FEET N OF NO. R-17182 TELEPHONE POLE.
 MD1613'
 MD1613'COAST SURVEY BENCH MARK STAMPED K 197 1946, PROJECTS 0.2 FOOT, IS
 MD1613'193.65 FEET OR 59.025 METERS SE OF STATION, 31.5 FEET SE OF SE RAIL OF
 MD1613'R.R., 25 FEET N OF CENTER LINE OF 20-FOOT ASPHALT ROAD, 1.6 FEET
 MD1613'HIGHER THAN SAME, AND 2 FEET W OF STEEL WITNESS POST.
 MD1613'
 MD1613'NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND.
 MD1613
 MD1613                          STATION RECOVERY (1977)
 MD1613
 MD1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MD1613'FARM EQUIPMENT ON LINE RM 2 TO RM 3.
 MD1613'
 MD1613'THE STATION MARK, REFERENCE MARK 2 AND K 197 (USC AND GS) BENCH MARK
 MD1613'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE
 MD1613'DISK SALVAGED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 MD1613'DESTROYED.  A GOOD HOUR WAS SPENT SEARCHING FOR THE AZIMUTH MARK.  THE
 MD1613'DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.06 FOOT.  THE DIRECTION
 MD1613'BETWEEN K 197 AND REFERENCE MARK 2 CHECKED.  THE DISTANCE TO K 197
 MD1613'CHECKED.
 MD1613'
 MD1613'THE DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITION OF
 MD1613'REFERENCE MARK 3 AND METAL WITNESS POSTS SET.
 MD1613'
 MD1613'REFERENCE MARK 3 IS A STANDARD ALUMINUM MARK WITH 3-MAGNETS ATTACHED.
 MD1613'IT IS 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 MD1613'OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 MD1613'MARK PROJECTS 3 INCHES AND THE DISK STAMPED ARI 1946 NO 3 1977.
 MD1613'
 MD1613'A METAL WITNESS POST WAS SET 1.5 FEET NORTH OF THE STATION, AND 1.5
 MD1613'FOOT NORTHEAST OF K 197.
 MD1613'
 MD1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST OC
 MD1613'CHURUBUSCO.
 MD1613'
 MD1613'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1259 ***********************************************************************
 JA1259  CBN         -  This is a Cooperative Base Network Control Station.
 JA1259  PACS        -  This is a Primary Airport Control Station.
 JA1259  DESIGNATION -  ARP
 JA1259  PID         -  JA1259
 JA1259  STATE/COUNTY-  IN/VANDERBURGH
 JA1259  COUNTRY     -  US
 JA1259  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1259
 JA1259                         *CURRENT SURVEY CONTROL
 JA1259  ______________________________________________________________________
 JA1259* NAD 83(2011) POSITION- 38 02 13.18667(N) 087 31 56.51287(W)   ADJUSTED
 JA1259* NAD 83(2011) ELLIP HT-    84.818 (meters)        (06/27/12)   ADJUSTED
 JA1259* NAD 83(2011) EPOCH   -  2010.00
 JA1259* NAVD 88 ORTHO HEIGHT -   115.965 (meters)      380.46  (feet) POSTED
 JA1259  ______________________________________________________________________
 JA1259  GEOID HEIGHT    -        -31.151 (meters)                     GEOID18
 JA1259  NAD 83(2011) X  -    216,565.464 (meters)                     COMP
 JA1259  NAD 83(2011) Y  - -5,025,302.604 (meters)                     COMP
 JA1259  NAD 83(2011) Z  -  3,908,731.358 (meters)                     COMP
 JA1259  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 JA1259  DYNAMIC HEIGHT  -        115.89  (meters)      380.2   (feet) COMP
 JA1259  MODELED GRAVITY -    979,942.1   (mgal)                       NAVD 88
 JA1259
 JA1259  VERT ORDER      -  * POSTED, SEE BELOW
 JA1259
 JA1259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1259  Standards:
 JA1259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1259  -------------------------------------------------------------------
 JA1259  NETWORK    0.54   1.22           0.25   0.18   0.62     -0.11575804
 JA1259  -------------------------------------------------------------------
 JA1259  Click here for local accuracies and other accuracy information.
 JA1259
 JA1259.This mark is at Evansville Airport (EVV)
 JA1259
 JA1259.The horizontal coordinates were established by GPS observations
 JA1259.and adjusted by the National Geodetic Survey in June 2012.
 JA1259
 JA1259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1259.been affixed to the stable North American tectonic plate. See 
 JA1259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1259
 JA1259.The horizontal coordinates are valid at the epoch date displayed above
 JA1259.which is a decimal equivalence of Year/Month/Day.
 JA1259
 JA1259.The orthometric height was determined by differential leveling
 JA1259.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1259
 JA1259.* This is a POSTED BENCH MARK height.
 JA1259
 JA1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1259.GEOID18 height accuracy estimate available here.
 JA1259
 JA1259.Click photographs - Photos may exist for this station.
 JA1259
 JA1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1259
 JA1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1259
 JA1259.The ellipsoidal height was determined by GPS observations
 JA1259.and is referenced to NAD 83.
 JA1259
 JA1259.The dynamic height is computed by dividing the NAVD 88
 JA1259.geopotential number by the normal gravity value computed on the
 JA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1259.degrees latitude (g = 980.6199 gals.).
 JA1259
 JA1259.The modeled gravity was interpolated from observed gravity values.
 JA1259
 JA1259. The following values were computed from the NAD 83(2011) position.
 JA1259
 JA1259;                    North         East     Units Scale Factor Converg.
 JA1259;SPC IN W     -   309,695.538   860,581.509   MT  0.99998580   -0 16 36.1
 JA1259;SPC IN W     - 1,016,059.44  2,823,424.50   sFT  0.99998580   -0 16 36.1
 JA1259;UTM  16      - 4,210,053.582   453,283.131   MT  0.99962688   -0 19 40.9
 JA1259
 JA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1259!SPC IN W     -   0.99998669  x   0.99998580  =   0.99997249
 JA1259!UTM  16      -   0.99998669  x   0.99962688  =   0.99961358
 JA1259
 JA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5328310053(NAD 83)
 JA1259
 JA1259                          SUPERSEDED SURVEY CONTROL
 JA1259
 JA1259  NAD 83(2007)-  38 02 13.18672(N)    087 31 56.51367(W) AD(2002.00) 0
 JA1259  ELLIP H (02/10/07)   84.847  (m)                       GP(2002.00)    
 JA1259  NAD 83(1997)-  38 02 13.18660(N)    087 31 56.51406(W) AD(       ) B
 JA1259  ELLIP H (04/10/98)   84.861  (m)                       GP(       ) 4 1
 JA1259  NAD 83(1993)-  38 02 13.19268(N)    087 31 56.51623(W) AD(       ) 2
 JA1259  NAD 83(1986)-  38 02 13.19585(N)    087 31 56.52129(W) AD(       ) 2
 JA1259  NAD 27      -  38 02 13.05174(N)    087 31 56.45198(W) AD(       ) 2
 JA1259  NAVD 88             115.97   (m)          380.5    (f) LEVELING    3  
 JA1259  NGVD 29 (??/??/92)  116.061  (m)          380.78   (f) ADJ UNCH    1 2
 JA1259  NGVD 29             116.06   (m)          380.8    (f) LEVELING    3  
 JA1259
 JA1259.Superseded values are not recommended for survey control.
 JA1259
 JA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1259.See file dsdata.pdf to determine how the superseded data were derived.
 JA1259
 JA1259_MARKER: DT = TOPOGRAPHIC STATION DISK
 JA1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1259_STAMPING: ARP 1960
 JA1259_MARK LOGO: CGS
 JA1259_PROJECTION: FLUSH
 JA1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1259+STABILITY: SURFACE MOTION
 JA1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1259+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 JA1259
 JA1259  HISTORY     - Date     Condition        Report By
 JA1259  HISTORY     - 1960     MONUMENTED       CGS
 JA1259  HISTORY     - 1961     GOOD             CGS
 JA1259  HISTORY     - 1965     GOOD             CGS
 JA1259  HISTORY     - 1966     GOOD             CGS
 JA1259  HISTORY     - 1970     GOOD             NGS
 JA1259  HISTORY     - 1973     GOOD             NGS
 JA1259  HISTORY     - 1977     GOOD             NGS
 JA1259  HISTORY     - 1985     GOOD             NGS
 JA1259  HISTORY     - 19940602 GOOD             NGS
 JA1259  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 JA1259  HISTORY     - 19961115 GOOD             NGS
 JA1259  HISTORY     - 19970528 GOOD             NGS
 JA1259  HISTORY     - 19970628 GOOD             NGS
 JA1259  HISTORY     - 20070117 GOOD             ACCU
 JA1259  HISTORY     - 20101127 GOOD             RICCRO
 JA1259  HISTORY     - 20111108 GOOD             INDIV
 JA1259
 JA1259                          STATION DESCRIPTION
 JA1259
 JA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA1259'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE AT THE DRESS
 JA1259'MEMORIAL AIRPORT AND ALONG U S HIGHWAY 41.
 JA1259'
 JA1259'TO REACH THE STATION FROM THE CONTROL TOWER AT THE AIRPORT, GO
 JA1259'EASTERLY FOR 0.3 MILE TO THE STATION ON THE EAST SIDE OF A RUNWAY.
 JA1259'
 JA1259'THE STATION IS MARKED BY A STANDARD U S COAST AND GEODETIC SURVEY
 JA1259'TOPOGRAPHIC STATION DISK SET IN TOP OF A 12-INCH SQUARE CONCRETE POST
 JA1259'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED ARP
 JA1259'1960.  THE MARK IS 391 FEET SOUTH OF THE EAST-WEST RUNWAY AND 3 FEET
 JA1259'NORTH-NORTHEAST OF A 4 X 4 INCH SQUARE WITNESS POST.
 JA1259'
 JA1259'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DRESS TO ARP
 JA1259'1960.  THE DISTANCE IS 67.93 FEET OR 20.706 METERS NORTH.
 JA1259
 JA1259                          STATION RECOVERY (1965)
 JA1259
 JA1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1259'5.2 MI SW FROM DAYLIGHT.
 JA1259'ABOUT 3.55 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1259'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, THENCE 1.0 MILE
 JA1259'SOUTHWEST ALONG STATE HIGHWAY 57, THENCE 0.5 MILE SOUTH ALONG THE
 JA1259'NORTH-SOUTH RUNWAY OF THE DRESS MEMORIAL AIRPORT, ABOUT 0.25 MILE
 JA1259'EAST-NORTHEAST OF A PASSENGER TERMINAL BUILDING, NEAR THE CENTER
 JA1259'AND NORTH SIDE OF A LARGE GRASSY TRIANGLE FORMED BY THREE
 JA1259'RUNWAYS, 126 YARDS SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 JA1259'RUNWAY, 162 YARDS EAST OF THE EAST EDGE OF A NORTH-SOUTH RUNWAY,
 JA1259'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 JA1259'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JA1259
 JA1259                          STATION RECOVERY (1966)
 JA1259
 JA1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 JA1259'THE STATION IS LOCATED AT DRESS MEMORIAL AIRPORT.
 JA1259'
 JA1259'THE STATION WAS RECOVERED AS DESCRIBED.
 JA1259
 JA1259                          STATION RECOVERY (1970)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 JA1259'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JA1259'
 JA1259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EVANSVILLE DRESS
 JA1259'REGIONAL AIRPORT.
 JA1259
 JA1259                          STATION RECOVERY (1973)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ARB)
 JA1259'THIS STATION IS LOCATED AT THE EVANSVILLE DRESS REGIONAL AIRPORT,
 JA1259'NEAR THE CENTER OF THE FIELD IN THE GRASS TRIANGLE FORMED BY THE
 JA1259'THREE RUNWAYS.  IT IS ABOUT 1,360 FEET NORTHEAST OF THE CONTROL
 JA1259'TOWER.  495 FEET EAST OF THE EAST EDGE OF RUNWAY 18-36.  391 FEET
 JA1259'SOUTH OF RUNWAY 9-27.  78.8 FEET SOUTH OF THE SECOND TAXIWAY
 JA1259'LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE CURVE.  62.0 FEET EAST
 JA1259'OF THE THIRD TAXIWAY LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE
 JA1259'CURVE.  AND 52.6 FEET SOUTHEAST OF THE TAXIWAY.  THE STATION IS A
 JA1259'STANDARD TOPOGRAPHIC DISK SET FLUSH WITH THE GROUND.  IT IS
 JA1259'STAMPED ARP 1960.
 JA1259'
 JA1259'THE STATION APPEARS TO HAVE BEEN DISTURBED SLIGHTLY.
 JA1259
 JA1259                          STATION RECOVERY (1977)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 JA1259'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JA1259'
 JA1259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JA1259'NORTH OF EVANSVILLE.
 JA1259
 JA1259                          STATION RECOVERY (1985)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1259'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.7 KM (4.15
 JA1259'MI) NORTH ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 JA1259'HIGHWAY 66 IN EVANSVILLE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE
 JA1259'EVANSVILLE-DRESS REGIONAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM (0.25
 JA1259'MI) EAST ALONG A TAXIWAY.  NOTE-NOT LEVELED TO DURING THIS SURVEY.
 JA1259
 JA1259                          STATION RECOVERY (1994)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JA1259'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT IN THE GRASS
 JA1259'TRIANGLE FORMED BY THE THREE RUNWAYS.  IT IS 495 FEET (150.9 M) EAST
 JA1259'OF THE EAST EDGE OF RUNWAY 18-36, 391 FEET (119.2 M) SOUTH OF RUNWAY
 JA1259'9-27, 78.8 FEET (24.0 M) SOUTH OF THE SECOND TAXIWAY LIGHT SOUTHWEST
 JA1259'OF THE CLOSE LIGHTS AT THE TAXIWAY CURVE, 62.0 FEET (18.9 M) EAST OF
 JA1259'THE THIRD TAXIWAY LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE CURVE,
 JA1259'AND 52.6 FEET (16.0 M) SOUTHEAST OF THE TAXIWAY.  THE MARK IS A
 JA1259'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1960 SET IN THE TOP OF A
 JA1259'CONCRETE POST FLUSH WITH THE GROUND.
 JA1259
 JA1259                          STATION RECOVERY (1995)
 JA1259
 JA1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1259'MARK NOT FOUND.
 JA1259
 JA1259                          STATION RECOVERY (1996)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 JA1259'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT IN THE GRASS
 JA1259'TRIANGLE FORMED BY THE THREE RUNWAYS.  IT IS 495 FEET (150.9 M) EAST
 JA1259'OF THE EAST EDGE OF RUNWAY 18-36, 391 FEET (119.2 M) SOUTH OF RUNWAY
 JA1259'9-27, 78.8 FEET (24.0 M) SOUTH OF THE SECOND TAXIWAY LIGHT SOUTHWEST
 JA1259'OF THE CLOSE LIGHTS AT THE TAXIWAY CURVE, 62.0 FEET (18.9 M) EAST OF
 JA1259'THE THIRD TAXIWAY LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE CURVE,
 JA1259'AND 52.6 FEET (16.0 M) SOUTHEAST OF THE TAXIWAY.  THE MARK IS A
 JA1259'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1960 SET IN THE TOP OF A
 JA1259'CONCRETE POST FLUSH WITH THE GROUND.
 JA1259
 JA1259                          STATION RECOVERY (1997)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1259'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF EVANSVILLE, AT THE
 JA1259'EVANSVILLE DRESS REGIONAL AIRPORT, IN GRASS IN THE SOUTHEAST QUADRANT
 JA1259'OF THE JUNCTION OF RUNWAYS 18-36 AND 9-27, ALSO IN THE SOUTHEAST
 JA1259'QUADRANT OF THE JUNCTION OF RUNWAY 9-27 AND TAXI A (PARALLEL TAXI FOR
 JA1259'RUNWAY 4-22), BETWEEN RUNWAY 4-22 AND PARALLEL TAXI A, AND ABOUT IN
 JA1259'LINE WITH THE NORTH FACE OF THE TRI-STATE AERO HANGAR LOCATED AT THE
 JA1259'WEST RAMP.  OWNERSHIP--CITY OF EVANSVILLE, 6221 FLIGHT LINE DRIVE,
 JA1259'EVANSVILLE IN 47711.  AIRPORT MANAGER IS ROBERT H. WORKING, PHONE
 JA1259'812-421-4401.  FOR ACCESS THROUGH LOCKED GATE 9, CONTACT ONE OF THE
 JA1259'CAPTAINS OR LIEUTENANTS AT THE SAFETY DEPARTMENT, PHONE 812-421-4408.
 JA1259'IF NOT EQUIPPED WITH GROUND RADIO AND STROBE LIGHT AN ESCORT IS
 JA1259'REQUIRED.
 JA1259'
 JA1259'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 57 IN
 JA1259'NORTHEAST EVANSVILLE, GO EASTERLY ON HIGHWAY 57 FOR 1.13 KM (0.70 MI)
 JA1259'TO THE AIRPORT ENTRANCE ON RIGHT.  TURN RIGHT, SOUTH ON THE ENTRANCE
 JA1259'ROAD FOR 0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 JA1259'SOUTHWEST ON THE ROAD FOR 0.16 MI (0.26 KM) TO A LOCKED GATE.  PASS
 JA1259'THROUGH GATE AND GO SOUTHWEST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT ON
 JA1259'THE SOUTH SIDE OF THE SAFETY BUILDING. TURN LEFT, EAST ON THE ROAD FOR
 JA1259'0.16 KM (0.10 MI) TO THE EAST CORNER OF THE NORTH RAMP.  TURN RIGHT,
 JA1259'EAST ACROSS THE RAMP FOR 0.16 KM (0.10 MI) TO CONNECTOR TAXI A2.  TURN
 JA1259'RIGHT, SOUTHEAST FOR 0.08 KM (0.05 MI) TO PARALLEL TAXI A.  TURN
 JA1259'RIGHT, SOUTHWEST ALONG THE TAXI FOR 0.64 KM (0.40 MI) TO THE JUNCTION
 JA1259'OF RUNWAY 9-27.  CONTINUE AHEAD, SOUTHWEST, CROSSING RUNWAY 9-27 AND
 JA1259'ALONG A TAXI FOR 0.11 KM (0.05 MI) TO THE STATION ON LEFT.
 JA1259'
 JA1259'THE STATION IS SET INTO THE TOP OF A 25 CM SQUARE CONCRETE POST FLUSH
 JA1259'WITH GROUND.  LOCATED 27.5 M (90.2 FT) SOUTHEAST OF THE CENTER OF
 JA1259'TAXI, 23.9 M (78.4 FT) SOUTH-SOUTHEAST OF THE 5TH TAXI LIGHT SOUTHWEST
 JA1259'OF THE RUNWAY 9-27, 20.68 M (67.85 FT) NORTHWEST OF TRIANGULATION
 JA1259'STATION DRESS, 18.7 M (61.4 FT) EAST-NORTHEAST OF THE 6TH TAXI LIGHT
 JA1259'(AND FIBERGLASS WITNESS POST) FROM THE RUNWAY AND 18.1 M (59.4 FT)
 JA1259'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI.  NOTE-THIS STATION IS
 JA1259'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 JA1259
 JA1259                          STATION RECOVERY (1997)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1259'RECOVERED AS DESCRIBED.
 JA1259
 JA1259                          STATION RECOVERY (2007)
 JA1259
 JA1259'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WJC)
 JA1259'RECOVERED IN GOOD CONDITION.
 JA1259
 JA1259                          STATION RECOVERY (2010)
 JA1259
 JA1259'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2010 (RRL)
 JA1259'RECOVERED AS DESCRIBED
 JA1259
 JA1259                          STATION RECOVERY (2011)
 JA1259
 JA1259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (SAW)
 JA1259'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0149 ***********************************************************************
 KA0149  DESIGNATION -  ARP
 KA0149  PID         -  KA0149
 KA0149  STATE/COUNTY-  IN/MARION
 KA0149  COUNTRY     -  US
 KA0149  USGS QUAD   -  BRIDGEPORT (2019)
 KA0149
 KA0149                         *CURRENT SURVEY CONTROL
 KA0149  ______________________________________________________________________
 KA0149* NAD 83(1986) POSITION- 39 43 39.     (N) 086 17 01.     (W)   SCALED
 KA0149* NAVD 88 ORTHO HEIGHT -   242.339 (meters)      795.07  (feet) ADJUSTED
 KA0149  ______________________________________________________________________
 KA0149  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 KA0149  DYNAMIC HEIGHT  -        242.209 (meters)      794.65  (feet) COMP
 KA0149  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 KA0149
 KA0149  VERT ORDER      -  SECOND    CLASS 0
 KA0149
 KA0149.This mark is at Indianapolis Int'l Airport (IND)
 KA0149
 KA0149.The horizontal coordinates were scaled from a map and have
 KA0149.an estimated accuracy of +/- 6 seconds.
 KA0149
 KA0149.The orthometric height was determined by differential leveling and
 KA0149.adjusted by the NATIONAL GEODETIC SURVEY
 KA0149.in June 1991.
 KA0149
 KA0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0149.GEOID18 height accuracy estimate available here.
 KA0149
 KA0149.Click photographs - Photos may exist for this station.
 KA0149
 KA0149.The dynamic height is computed by dividing the NAVD 88
 KA0149.geopotential number by the normal gravity value computed on the
 KA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0149.degrees latitude (g = 980.6199 gals.).
 KA0149
 KA0149.The modeled gravity was interpolated from observed gravity values.
 KA0149
 KA0149;                    North         East    Units  Estimated Accuracy
 KA0149;SPC IN E     -   497,440.       47,110.      MT  (+/- 180 meters Scaled)
 KA0149
 KA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ613977(NAD 83)
 KA0149
 KA0149                          SUPERSEDED SURVEY CONTROL
 KA0149
 KA0149  NGVD 29 (??/??/92)  242.469  (m)          795.50   (f) ADJ UNCH    2 0
 KA0149
 KA0149.Superseded values are not recommended for survey control.
 KA0149
 KA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0149.See file dsdata.pdf to determine how the superseded data were derived.
 KA0149
 KA0149_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0149_STAMPING: ARP 1958
 KA0149_MARK LOGO: CGS
 KA0149_PROJECTION: FLUSH
 KA0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0149+STABILITY: SURFACE MOTION
 KA0149
 KA0149  HISTORY     - Date     Condition        Report By
 KA0149  HISTORY     - 1958     MONUMENTED       CGS
 KA0149  HISTORY     - 1985     GOOD             NGS
 KA0149  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 KA0149
 KA0149                          STATION DESCRIPTION
 KA0149
 KA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KA0149'AT INDIANAPOLIS.
 KA0149'AT INDIANAPOLIS WEIR COOK MUNICIPAL AIRPORT, 2,843.4 FEET WEST OF
 KA0149'THE AIRPORT BN., 387 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KA0149'TVOR, 280 FEET NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4-22, AND
 KA0149'SET IN CONCRETE IN A 6-INCH TILE PIPE FLUSH WITH THE GROUND.
 KA0149
 KA0149                          STATION RECOVERY (1985)
 KA0149
 KA0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0149'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE WEIR
 KA0149'COOK MUNICIPAL AIRPORT IS NOW THE INDIANAPOLIS INTERNATIONAL AIRPORT.
 KA0149
 KA0149                          STATION RECOVERY (1998)
 KA0149
 KA0149'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0445 ***********************************************************************
 KA0445  DESIGNATION -  ARP
 KA0445  PID         -  KA0445
 KA0445  STATE/COUNTY-  IN/MONROE
 KA0445  COUNTRY     -  US
 KA0445  USGS QUAD   -  BLOOMINGTON (2019)
 KA0445
 KA0445                         *CURRENT SURVEY CONTROL
 KA0445  ______________________________________________________________________
 KA0445* NAD 83(1986) POSITION- 39 08 24.03   (N) 086 37 00.75   (W)   HD_HELD1
 KA0445* NAVD 88 ORTHO HEIGHT -   253.088 (meters)      830.34  (feet) ADJUSTED
 KA0445  ______________________________________________________________________
 KA0445  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 KA0445  DYNAMIC HEIGHT  -        252.932 (meters)      829.83  (feet) COMP
 KA0445  MODELED GRAVITY -    980,005.8   (mgal)                       NAVD 88
 KA0445
 KA0445  VERT ORDER      -  SECOND    CLASS 0
 KA0445
 KA0445.This mark is at Monroe County Airport (BMG)
 KA0445
 KA0445.The horizontal coordinates were determined by differentially corrected
 KA0445.hand held GPS observations or other comparable positioning techniques
 KA0445.and have an estimated accuracy of +/- 3 meters.
 KA0445
 KA0445.The orthometric height was determined by differential leveling and
 KA0445.adjusted by the NATIONAL GEODETIC SURVEY
 KA0445.in June 1991.
 KA0445
 KA0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0445.GEOID18 height accuracy estimate available here.
 KA0445
 KA0445.Click photographs - Photos may exist for this station.
 KA0445
 KA0445.The dynamic height is computed by dividing the NAVD 88
 KA0445.geopotential number by the normal gravity value computed on the
 KA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0445.degrees latitude (g = 980.6199 gals.).
 KA0445
 KA0445.The modeled gravity was interpolated from observed gravity values.
 KA0445
 KA0445;                    North         East    Units  Estimated Accuracy
 KA0445;SPC IN W     -   432,142.7     940,326.6     MT  (+/- 3 meters HH1 GPS) 
 KA0445
 KA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3311032383(NAD 83)
 KA0445
 KA0445                          SUPERSEDED SURVEY CONTROL
 KA0445
 KA0445  NGVD 29 (??/??/92)  253.201  (m)          830.71   (f) ADJ UNCH    2 0
 KA0445
 KA0445.Superseded values are not recommended for survey control.
 KA0445
 KA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0445.See file dsdata.pdf to determine how the superseded data were derived.
 KA0445
 KA0445_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0445_STAMPING: ARP 1964
 KA0445_MARK LOGO: CGS
 KA0445_PROJECTION: FLUSH
 KA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0445+STABILITY: SURFACE MOTION
 KA0445
 KA0445  HISTORY     - Date     Condition        Report By
 KA0445  HISTORY     - 1964     MONUMENTED       CGS
 KA0445  HISTORY     - 20130715 MARK NOT FOUND   INDOT
 KA0445
 KA0445                          STATION DESCRIPTION
 KA0445
 KA0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0445'5 MI SW FROM BLOOMINGTON.
 KA0445'THE STATION IS LOCATED AT THE MONROE COUNTY AIRPORT, SOUTH OF
 KA0445'RUNWAY 6-24, BETWEEN THE TAXIWAY LEADING TO THE CENTRAL AIRLINE
 KA0445'TERMINAL BUILDING AND A TAXIWAY TO THE HANGARS, 200 FEET EAST
 KA0445'OF THE CENTERLINE OF THE WEST TAXIWAY, 71.7 FEET SOUTHWEST OF
 KA0445'THE EASTERLY OF TWO RUNWAY LIGHTS, 60 FEET SOUTH OF THE SOUTH
 KA0445'EDGE OF THE RUNWAY.  THE MARK IS SET IN A 10-INCH SQUARE
 KA0445'CONCRETE POST FLUSH WITH THE GROUND.
 KA0445
 KA0445                          STATION RECOVERY (2013)
 KA0445
 KA0445'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (RAN)
 KA0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2498 ***********************************************************************
 JZ2498  DESIGNATION -  ARTHUR
 JZ2498  PID         -  JZ2498
 JZ2498  STATE/COUNTY-  IN/HANCOCK
 JZ2498  COUNTRY     -  US
 JZ2498  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2498
 JZ2498                         *CURRENT SURVEY CONTROL
 JZ2498  ______________________________________________________________________
 JZ2498* NAD 83(1997) POSITION- 39 44 34.83853(N) 085 47 08.05469(W)   ADJUSTED
 JZ2498* NAVD 88 ORTHO HEIGHT -   272.876 (meters)      895.26  (feet) ADJUSTED
 JZ2498  ______________________________________________________________________
 JZ2498  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2498  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 JZ2498  DYNAMIC HEIGHT  -        272.719 (meters)      894.75  (feet) COMP
 JZ2498  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2498
 JZ2498  HORZ ORDER      -  FIRST
 JZ2498  VERT ORDER      -  SECOND    CLASS 0
 JZ2498
 JZ2498.The horizontal coordinates were established by classical geodetic methods
 JZ2498.and adjusted by the National Geodetic Survey in May 1999.
 JZ2498
 JZ2498.The orthometric height was determined by differential leveling and
 JZ2498.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2498.in June 1991.
 JZ2498
 JZ2498.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2498.GEOID18 height accuracy estimate available here.
 JZ2498
 JZ2498.Click photographs - Photos may exist for this station.
 JZ2498
 JZ2498.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2498
 JZ2498.The dynamic height is computed by dividing the NAVD 88
 JZ2498.geopotential number by the normal gravity value computed on the
 JZ2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2498.degrees latitude (g = 980.6199 gals.).
 JZ2498
 JZ2498.The modeled gravity was interpolated from observed gravity values.
 JZ2498
 JZ2498. The following values were computed from the NAD 83(1997) position.
 JZ2498
 JZ2498;                    North         East     Units Scale Factor Converg.
 JZ2498;SPC IN E     -   498,991.271    89,808.699   MT  0.99996794   -0 04 33.7
 JZ2498;SPC IN E     - 1,637,107.19    294,647.37   sFT  0.99996794   -0 04 33.7
 JZ2498;UTM  16      - 4,399,939.641   604,052.320   MT  0.99973329   +0 46 35.4
 JZ2498
 JZ2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2498!SPC IN E     -   0.99996252  x   0.99996794  =   0.99993046
 JZ2498!UTM  16      -   0.99996252  x   0.99973329  =   0.99969582
 JZ2498
 JZ2498:                Primary Azimuth Mark                     Grid Az
 JZ2498:SPC IN E     -  ARTHUR AZ MK                             028 55 52.2
 JZ2498:UTM  16      -  ARTHUR AZ MK                             028 04 43.1
 JZ2498
 JZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0405299939(NAD 83)
 JZ2498
 JZ2498|---------------------------------------------------------------------|
 JZ2498| PID    Reference Object                     Distance      Geod. Az  |
 JZ2498|                                                           dddmmss.s |
 JZ2498| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX. 4.9 KM 0171159.2 |
 JZ2498| JZ2500 ARTHUR AZ MK                                       0285118.5 |
 JZ2498| JZ3384 GREENFIELD AIRWAY BEACON 2          APPROX. 6.0 KM 0340917.1 |
 JZ2498| JZ2499 ARTHUR RM 1                          32.077 METERS 05555     |
 JZ2498| JZ3387 MORRISTOWN MUNICIPAL TANK           APPROX.11.0 KM 1343033.0 |
 JZ2498| JZ3391 NEW PALESTINE ZION EVAN CH          APPROX. 9.2 KM 2542349.8 |
 JZ2498| JZ2497 ARTHUR RM 2                          37.045 METERS 32943     |
 JZ2498| JZ3393 GREENFIELD LILLY BIO LAB TANK       APPROX. 4.4 KM 3480111.7 |
 JZ2498|---------------------------------------------------------------------|
 JZ2498
 JZ2498                          SUPERSEDED SURVEY CONTROL
 JZ2498
 JZ2498  NAD 83(1986)-  39 44 34.83757(N)    085 47 08.07125(W) AD(       ) 1
 JZ2498  NAD 27      -  39 44 34.68300(N)    085 47 08.14700(W) AD(       ) 1
 JZ2498  NGVD 29 (??/??/92)  272.990  (m)          895.63   (f) ADJ UNCH    2 0
 JZ2498  NGVD 29             272.99   (m)          895.6    (f) LEVELING    3  
 JZ2498
 JZ2498.Superseded values are not recommended for survey control.
 JZ2498
 JZ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2498.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2498
 JZ2498_MARKER: DS = TRIANGULATION STATION DISK
 JZ2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2498_STAMPING: ARTHUR 1939
 JZ2498_MARK LOGO: CGS
 JZ2498_PROJECTION: FLUSH
 JZ2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2498+STABILITY: SURFACE MOTION
 JZ2498
 JZ2498  HISTORY     - Date     Condition        Report By
 JZ2498  HISTORY     - 1939     MONUMENTED       CGS
 JZ2498  HISTORY     - 1947     GOOD             CGS
 JZ2498  HISTORY     - 19951231 GOOD             IN-059
 JZ2498
 JZ2498                          STATION DESCRIPTION
 JZ2498
 JZ2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ2498'THIS STATION IS LOCATED ABOUT 3 MILES S OF GREENFIELD, ABOUT 1.15
 JZ2498'MILES W OF STATE HIGHWAY 9, 3.5 MILES N OF U.S.  HIGHWAY 52, ON
 JZ2498'THE N SIDE OF A GRAVEL RD., IN A BARN LOT, ON PROPERTY OWNED BY MR.
 JZ2498'ARTHUR BOONE. THE MARK IS SET 50 FEET N OF THE CENTER LINE OF
 JZ2498'THE GRAVEL ROAD, 40 FEET NW OF THE GATE ENTRANCE TO THE BARN LOT, 30
 JZ2498'FEET N OF A STANDARD REFERENCE POST SET IN THE S FENCE
 JZ2498'LINE, 66 FEET NE OF THE SW FENCE CORNER. THE MARK IS FLUSH WITH THE
 JZ2498'GROUND.
 JZ2498'
 JZ2498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ2498'DISKS SET IN CONCRETE.
 JZ2498'
 JZ2498'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT W OF THE E FENCE
 JZ2498'LINE OF THE BARN LOT. THE MARK PROJECTS 6 INCHES.
 JZ2498'
 JZ2498'REFERENCE MARK NO. 2 IS NW OF THE STATION, SET 1 FOOT E OF THE W
 JZ2498'FENCE LINE OF THE BARN LOT, 15 FEET S OF THE WOODEN GATE. THE
 JZ2498'MARK PROJECTS 6 INCHES.
 JZ2498'
 JZ2498'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE NE OF THE STATION, IN THE
 JZ2498'NE CORNER OF THE CULTIVATED FIELD, 2 FEET SW OF THE FENCE CORNER,
 JZ2498'21 FEET W OF THE CENTER LINE OF THE N-S GRAVEL ROAD. THE MARK
 JZ2498'PROJECTS 6 INCHES.
 JZ2498'
 JZ2498'TO REACH THE STATION FROM GREENFIELD, GO S ON STATE HIGHWAY 9 FOR
 JZ2498'3.0 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT AND GO 1.0 MILE TO
 JZ2498'A CROSSROADS. CONTINUE 0.1 MILE TO BARN LOT ON THE RIGHT AND THE
 JZ2498'STATION.
 JZ2498'
 JZ2498'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 JZ2498
 JZ2498                          STATION RECOVERY (1947)
 JZ2498
 JZ2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ2498'5.7 MI SE FROM PHILADELPHIA.
 JZ2498'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 JZ2498'WITH U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF
 JZ2498'PHILADELPHIA, THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, AT THE
 JZ2498'FRANK BOONE FARM, ABOUT 0.1 MILE WEST OF THE INTERSECTION WITH
 JZ2498'A NORTH-SOUTH PAVED ROAD, ON THE NORTH SIDE OF THE ROAD AT AN
 JZ2498'ABANDONED FARM HOUSE, 50 FEET NORTH OF THE CENTER LINE OF THE
 JZ2498'ROAD, 33 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE
 JZ2498'ABANDONED BARN, 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 JZ2498'BARN YARD, 1 FOOT WEST OF A WIRE FENCE, 31 FEET NORTH OF A
 JZ2498'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2498'FLUSH WITH THE GROUND IN THE TOP OF A CONCRETE POST.
 JZ2498
 JZ2498                          STATION RECOVERY (1995)
 JZ2498
 JZ2498'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1995 (DS)
 JZ2498'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2500 ***********************************************************************
 JZ2500  DESIGNATION -  ARTHUR AZ MK
 JZ2500  PID         -  JZ2500
 JZ2500  STATE/COUNTY-  IN/HANCOCK
 JZ2500  COUNTRY     -  US
 JZ2500  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2500
 JZ2500                         *CURRENT SURVEY CONTROL
 JZ2500  ______________________________________________________________________
 JZ2500* NAD 83(1986) POSITION- 39 44 46.     (N) 085 46 58.     (W)   SCALED
 JZ2500* NAVD 88 ORTHO HEIGHT -   273.988 (meters)      898.91  (feet) ADJUSTED
 JZ2500  ______________________________________________________________________
 JZ2500  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 JZ2500  DYNAMIC HEIGHT  -        273.830 (meters)      898.39  (feet) COMP
 JZ2500  MODELED GRAVITY -    980,043.6   (mgal)                       NAVD 88
 JZ2500
 JZ2500  VERT ORDER      -  SECOND    CLASS 0
 JZ2500
 JZ2500.The horizontal coordinates were scaled from a map and have
 JZ2500.an estimated accuracy of +/- 6 seconds.
 JZ2500
 JZ2500.The orthometric height was determined by differential leveling and
 JZ2500.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2500.in June 1991.
 JZ2500
 JZ2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2500.GEOID18 height accuracy estimate available here.
 JZ2500
 JZ2500.Click photographs - Photos may exist for this station.
 JZ2500
 JZ2500.The dynamic height is computed by dividing the NAVD 88
 JZ2500.geopotential number by the normal gravity value computed on the
 JZ2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2500.degrees latitude (g = 980.6199 gals.).
 JZ2500
 JZ2500.The modeled gravity was interpolated from observed gravity values.
 JZ2500
 JZ2500;                    North         East    Units  Estimated Accuracy
 JZ2500;SPC IN E     -   499,340.       90,050.      MT  (+/- 180 meters Scaled)
 JZ2500
 JZ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK042002(NAD 83)
 JZ2500
 JZ2500                          SUPERSEDED SURVEY CONTROL
 JZ2500
 JZ2500  NGVD 29 (??/??/92)  274.102  (m)          899.28   (f) ADJ UNCH    2 0
 JZ2500
 JZ2500.Superseded values are not recommended for survey control.
 JZ2500
 JZ2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2500.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2500
 JZ2500_MARKER: DR = REFERENCE MARK DISK
 JZ2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2500_STAMPING: ARTHUR AZI 1939
 JZ2500_MARK LOGO: CGS
 JZ2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2500+STABILITY: SURFACE MOTION
 JZ2500
 JZ2500  HISTORY     - Date     Condition        Report By
 JZ2500  HISTORY     - 1939     MONUMENTED       CGS
 JZ2500  HISTORY     - 1947     GOOD             CGS
 JZ2500
 JZ2500                          STATION DESCRIPTION
 JZ2500
 JZ2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2500'6 MI SE FROM PHILADELPHIA.
 JZ2500'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2500'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2500'THENCE 3.0 MILES EAST ALONG A GRAVEL ROAD TO THE INTERSECTION
 JZ2500'WITH A NORTH-SOUTH PAVED ROAD, THENCE 0.2 MILE NORTH ALONG THE
 JZ2500'PAVED ROAD TO THE SITE OF THE MARK.  THE MARK IS AT THE NORTHEAST
 JZ2500'CORNER OF A CULTIVATED FIELD, 2 FEET SOUTHWEST OF A FENCE
 JZ2500'CORNER, 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 63.5 FEET
 JZ2500'NORTH OF A POWER POLE, ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET
 JZ2500'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2499 ***********************************************************************
 JZ2499  DESIGNATION -  ARTHUR RM 1
 JZ2499  PID         -  JZ2499
 JZ2499  STATE/COUNTY-  IN/HANCOCK
 JZ2499  COUNTRY     -  US
 JZ2499  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2499
 JZ2499                         *CURRENT SURVEY CONTROL
 JZ2499  ______________________________________________________________________
 JZ2499* NAD 83(1986) POSITION- 39 44 35.42   (N) 085 47 06.94   (W)   HD_HELD1
 JZ2499* NAVD 88 ORTHO HEIGHT -   273.383 (meters)      896.92  (feet) ADJUSTED
 JZ2499  ______________________________________________________________________
 JZ2499  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2499  DYNAMIC HEIGHT  -        273.226 (meters)      896.41  (feet) COMP
 JZ2499  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2499
 JZ2499  VERT ORDER      -  SECOND    CLASS 0
 JZ2499
 JZ2499.The horizontal coordinates were determined by differentially corrected
 JZ2499.hand held GPS observations or other comparable positioning techniques
 JZ2499.and have an estimated accuracy of +/- 3 meters.
 JZ2499
 JZ2499.The orthometric height was determined by differential leveling and
 JZ2499.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2499.in June 1991.
 JZ2499
 JZ2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2499.GEOID18 height accuracy estimate available here.
 JZ2499
 JZ2499.Click photographs - Photos may exist for this station.
 JZ2499
 JZ2499.The dynamic height is computed by dividing the NAVD 88
 JZ2499.geopotential number by the normal gravity value computed on the
 JZ2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2499.degrees latitude (g = 980.6199 gals.).
 JZ2499
 JZ2499.The modeled gravity was interpolated from observed gravity values.
 JZ2499
 JZ2499;                    North         East    Units  Estimated Accuracy
 JZ2499;SPC IN E     -   499,009.2      89,835.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2499
 JZ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0407899957(NAD 83)
 JZ2499
 JZ2499                          SUPERSEDED SURVEY CONTROL
 JZ2499
 JZ2499  NGVD 29 (??/??/92)  273.497  (m)          897.30   (f) ADJ UNCH    2 0
 JZ2499
 JZ2499.Superseded values are not recommended for survey control.
 JZ2499
 JZ2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2499.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2499
 JZ2499_MARKER: DR = REFERENCE MARK DISK
 JZ2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2499_STAMPING: ARTHUR NO 1 1939
 JZ2499_MARK LOGO: CGS
 JZ2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2499+STABILITY: SURFACE MOTION
 JZ2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2499+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2499
 JZ2499  HISTORY     - Date     Condition        Report By
 JZ2499  HISTORY     - 1939     MONUMENTED       CGS
 JZ2499  HISTORY     - 1947     GOOD             CGS
 JZ2499  HISTORY     - 20090203 GOOD             IN-059
 JZ2499
 JZ2499                          STATION DESCRIPTION
 JZ2499
 JZ2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2499'5.7 MI SE FROM PHILADELPHIA.
 JZ2499'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2499'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2499'THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, 0.1 MILE WEST OF THE
 JZ2499'INTERSECTION WITH A NORTH-SOUTH PAVED ROAD, AT THE FRANK BOONE
 JZ2499'FARM, ON THE NORTH SIDE OF THE ROAD AT AN ABANDONED FARM HOUSE,
 JZ2499'ABOUT 28 YARDS SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JZ2499'ABANDONED FARM HOUSE, 55.5 FEET EAST OF THE CENTER LINE
 JZ2499'OF THE DRIVEWAY TO THE BARN, 105 FEET NORTHEAST OF THE
 JZ2499'STATION MARK, 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE LINE,
 JZ2499'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 JZ2499
 JZ2499                          STATION RECOVERY (2009)
 JZ2499
 JZ2499'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2497 ***********************************************************************
 JZ2497  DESIGNATION -  ARTHUR RM 2
 JZ2497  PID         -  JZ2497
 JZ2497  STATE/COUNTY-  IN/HANCOCK
 JZ2497  COUNTRY     -  US
 JZ2497  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2497
 JZ2497                         *CURRENT SURVEY CONTROL
 JZ2497  ______________________________________________________________________
 JZ2497* NAD 83(1986) POSITION- 39 44 35.88   (N) 085 47 08.84   (W)   HD_HELD1
 JZ2497* NAVD 88 ORTHO HEIGHT -   273.421 (meters)      897.05  (feet) ADJUSTED
 JZ2497  ______________________________________________________________________
 JZ2497  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2497  DYNAMIC HEIGHT  -        273.264 (meters)      896.53  (feet) COMP
 JZ2497  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2497
 JZ2497  VERT ORDER      -  SECOND    CLASS 0
 JZ2497
 JZ2497.The horizontal coordinates were determined by differentially corrected
 JZ2497.hand held GPS observations or other comparable positioning techniques
 JZ2497.and have an estimated accuracy of +/- 3 meters.
 JZ2497
 JZ2497.The orthometric height was determined by differential leveling and
 JZ2497.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2497.in June 1991.
 JZ2497
 JZ2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2497.GEOID18 height accuracy estimate available here.
 JZ2497
 JZ2497.Click photographs - Photos may exist for this station.
 JZ2497
 JZ2497.The dynamic height is computed by dividing the NAVD 88
 JZ2497.geopotential number by the normal gravity value computed on the
 JZ2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2497.degrees latitude (g = 980.6199 gals.).
 JZ2497
 JZ2497.The modeled gravity was interpolated from observed gravity values.
 JZ2497
 JZ2497;                    North         East    Units  Estimated Accuracy
 JZ2497;SPC IN E     -   499,023.4      89,790.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2497
 JZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0403399971(NAD 83)
 JZ2497
 JZ2497                          SUPERSEDED SURVEY CONTROL
 JZ2497
 JZ2497  NGVD 29 (??/??/92)  273.535  (m)          897.42   (f) ADJ UNCH    2 0
 JZ2497
 JZ2497.Superseded values are not recommended for survey control.
 JZ2497
 JZ2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2497.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2497
 JZ2497_MARKER: DR = REFERENCE MARK DISK
 JZ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2497_STAMPING: ARTHUR NO 2 1939
 JZ2497_MARK LOGO: CGS
 JZ2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2497+STABILITY: SURFACE MOTION
 JZ2497
 JZ2497  HISTORY     - Date     Condition        Report By
 JZ2497  HISTORY     - 1939     MONUMENTED       CGS
 JZ2497  HISTORY     - 1947     GOOD             CGS
 JZ2497  HISTORY     - 19951231 MARK NOT FOUND   IN-059
 JZ2497
 JZ2497                          STATION DESCRIPTION
 JZ2497
 JZ2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2497'5.7 MI SE FROM PHILADELPHIA.
 JZ2497'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2497'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2497'THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE WEST
 JZ2497'OF THE INTERSECTION WITH A NORTH-SOUTH PAVED ROAD, AT THE FRANK
 JZ2497'BOONE FARM, ON THE NORTH SIDE OF THE ROAD AT AN ABANDONED FARM
 JZ2497'HOUSE, 122 FEET NORTHWEST OF THE STATION MARK, ABOUT 15 YARDS
 JZ2497'EAST OF THE NORTHEAST CORNER OF THE ABANDONED FARM HOUSE, 1.0
 JZ2497'FOOT EAST OF A NORTH-SOUTH FENCE LINE, 15 FEET SOUTH OF A GATE,
 JZ2497'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2497
 JZ2497                          STATION RECOVERY (1995)
 JZ2497
 JZ2497'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1995 (DS)
 JZ2497'MARK NOT FOUND.  NOTE-NEW HOUSE, NEEDS NEW REFERENCES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1813 ***********************************************************************
 MD1813  DESIGNATION -  ARTIC
 MD1813  PID         -  MD1813
 MD1813  STATE/COUNTY-  IN/DE KALB
 MD1813  COUNTRY     -  US
 MD1813  USGS QUAD   -  BUTLER EAST (2019)
 MD1813
 MD1813                         *CURRENT SURVEY CONTROL
 MD1813  ______________________________________________________________________
 MD1813* NAD 83(1997) POSITION- 41 27 29.01810(N) 084 52 17.02522(W)   ADJUSTED
 MD1813* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 MD1813  ______________________________________________________________________
 MD1813  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 MD1813  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 MD1813  HORZ ORDER      -  SECOND
 MD1813
 MD1813.The horizontal coordinates were established by classical geodetic methods
 MD1813.and adjusted by the National Geodetic Survey in May 1999.
 MD1813
 MD1813.The orthometric height was scaled from a topographic map.
 MD1813
 MD1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1813.GEOID18 height accuracy estimate available here.
 MD1813
 MD1813.Click photographs - Photos may exist for this station.
 MD1813
 MD1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1813
 MD1813. The following values were computed from the NAD 83(1997) position.
 MD1813
 MD1813;                    North         East     Units Scale Factor Converg.
 MD1813;SPC IN E     -   689,733.251   166,442.938   MT  1.00002097   +0 31 35.6
 MD1813;SPC IN E     - 2,262,899.84    546,071.54   sFT  1.00002097   +0 31 35.6
 MD1813;SPC OH N     -   201,623.117   401,901.718   MT  0.99996231   -1 33 28.4
 MD1813;SPC OH N     -   661,491.84  1,318,572.55   sFT  0.99996231   -1 33 28.4
 MD1813;UTM  16      - 4,591,795.087   677,778.889   MT  0.99998896   +1 24 34.8
 MD1813
 MD1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1813!SPC IN E     -   0.99996307  x   1.00002097  =   0.99998404
 MD1813!SPC OH N     -   0.99996307  x   0.99996231  =   0.99992538
 MD1813!UTM  16      -   0.99996307  x   0.99998896  =   0.99995203
 MD1813
 MD1813:                Primary Azimuth Mark                     Grid Az
 MD1813:SPC IN E     -  ARTIC AZ MK                              356 26 00.6
 MD1813:SPC OH N     -  ARTIC AZ MK                              358 31 04.6
 MD1813:UTM  16      -  ARTIC AZ MK                              355 33 01.4
 MD1813
 MD1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7777891795(NAD 83)
 MD1813
 MD1813|---------------------------------------------------------------------|
 MD1813| PID    Reference Object                     Distance      Geod. Az  |
 MD1813|                                                           dddmmss.s |
 MD1813| MD1815 BUTLER UNITED MILK PROD CO STK      APPROX. 3.3 KM 1705925.2 |
 MD1813| MD1812 BUTLER MUNICIPAL TANK               APPROX. 3.2 KM 1815150.3 |
 MD1813| CE6146 ARTIC RM 2                           28.989 METERS 25423     |
 MD1813| CE6145 ARTIC RM 1                           27.924 METERS 35136     |
 MD1813| CE6144 ARTIC AZ MK                                        3565736.2 |
 MD1813|---------------------------------------------------------------------|
 MD1813
 MD1813                          SUPERSEDED SURVEY CONTROL
 MD1813
 MD1813  NAD 83(1995)-  41 27 29.01835(N)    084 52 17.02581(W) AD(       ) 2
 MD1813  NAD 83(1994)-  41 27 29.01876(N)    084 52 17.03687(W) AD(       ) 2
 MD1813  NAD 83(1986)-  41 27 29.01864(N)    084 52 17.04036(W) AD(       ) 2
 MD1813  NAD 27      -  41 27 28.83640(N)    084 52 17.17880(W) AD(       ) 2
 MD1813
 MD1813.Superseded values are not recommended for survey control.
 MD1813
 MD1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1813.See file dsdata.pdf to determine how the superseded data were derived.
 MD1813
 MD1813_MARKER: DS = TRIANGULATION STATION DISK
 MD1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1813_STAMPING: ARTIC 1946
 MD1813_MARK LOGO: CGS
 MD1813_PROJECTION: FLUSH
 MD1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1813+STABILITY: SURFACE MOTION
 MD1813
 MD1813  HISTORY     - Date     Condition        Report By
 MD1813  HISTORY     - 1946     MONUMENTED       CGS
 MD1813  HISTORY     - 1960     GOOD             CGS
 MD1813
 MD1813                          STATION DESCRIPTION
 MD1813
 MD1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1813'STATION IS LOCATED ON THE SOUTHEAST CORNER OF STATE HIGHWAY 1 AND A
 MD1813'GRAVEL CROSSROAD, 2 MILES NORTH OF THE MAIN INTERSECTION IN BUTLER.
 MD1813'IT IS 62 FEET SOUTHEAST OF THE INTERSECTION OF THE TWO ROADS, 55.8
 MD1813'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A RED BARN, AND 33.5 FEET
 MD1813'SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN.  THE MARK IS FLUSH WITH
 MD1813'THE GROUND AND THE DISK IS STAMPED ARTIC 1946.
 MD1813'
 MD1813'REFERENCE MARK NO. 1 IS 91.61 FEET NORTH OF THE STATION.  IT IS 41.5
 MD1813'FEET EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 1 AND 9 FEET
 MD1813'NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1813'ARTIC NO 1 1946.
 MD1813'
 MD1813'REFERENCE MARK NO. 2 IS 95.11 FEET WEST OF THE STATION.  IT IS 39 FEET
 MD1813'WEST OF THE APPROXIMATE CENTER OF HIGHWAY 1 AND 50 FEET SOUTH OF THE
 MD1813'APPROXIMATE CENTER OF THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE
 MD1813'GROUND AND THE DISK IS STAMPED ARTIC NO 2 1946
 MD1813'
 MD1813'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 MD1813'STATE HIGHWAY 1.  IT IS 38 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MD1813'HIGHWAY, 49 FEET SOUTH OF A 30 INCH MAPLE TREE AND 2 FEET SOUTH OF A
 MD1813'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ARTIC
 MD1813'1946.
 MD1813'
 MD1813'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 MD1813
 MD1813                          STATION RECOVERY (1960)
 MD1813
 MD1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1813'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1813'DESCRIBED.
 MD1813'
 MD1813'THREE MILES W AND ONE MILE S OF THE SETTLEMENT OF ARCTIC, 2.0 MILES N
 MD1813'ALONG NO. 1 INDIANA HIGHWAY FROM THE MAIN CORNER IN BUTLER, 43 FEET E
 MD1813'OF CENTER LINE OF HWY., 33 FEET S OF CENTER LINE OF E-W GRAVEL ROAD,
 MD1813'55.8 FEET NW OF SW CORNER OF LARGE BARN, 33.5 FEET WSW OF NW CORNER OF
 MD1813'SAME, STANDARD DISKS STAMPED ARTIC 1946 ARE SET IN 1A AND 7A MARKS,
 MD1813'THE UPPER MARK FLUSH WITH THE GROUND.
 MD1813'
 MD1813'REFERENCE STAMPED ARTIC NO 1 1946, NOTE 11A, PROJECTS SLIGHTLY, IS
 MD1813'91.61 FEET OR 27.923 METERS N IN AZIMUTH 171 DEG 37 MIN FROM STATION,
 MD1813'41-1/2 FEET E OF CENTER LINE OF HWY., 57 FEET N OF CENTER LINE OF
 MD1813'GRAVEL ROAD, AND 2.0 FEET S OF STEEL WITNESS POST.
 MD1813'
 MD1813'REFERENCE STAMPED ARTIC NO 2 1946, NOTE 11A, FLUSH, IS 95.09 FEET
 MD1813'(28.983 METERS) WSW IN AZIMUTH 74 DEG 23 MIN FROM STATION, 54 FEET S
 MD1813'OF CENTER LINE OF ROAD, AND 39-1/2 FEET W OF CENTER LINE OF THE
 MD1813'HIGHWAY.
 MD1813'
 MD1813'AZIMUTH STAMPED ARTIC 1946, NOTE 16A, FLUSH, IS 0.6 MILE N OF STATION,
 MD1813'381 FEET N OF COMMON CENTER OF HWY. AND AN 8-FOOT METAL CULVERT, 49
 MD1813'FEET S OF CENTER OF 3-FOOT MAPLE TREE, 37 FEET W OF CENTER LINE OF
 MD1813'HWY., 0.9 FOOT LOWER THAN SAME, AND 1.9 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2029 ***********************************************************************
 LA2029  DESIGNATION -  ASBUR
 LA2029  PID         -  LA2029
 LA2029  STATE/COUNTY-  IN/WELLS
 LA2029  COUNTRY     -  US
 LA2029  USGS QUAD   -  MONTPELIER (2019)
 LA2029
 LA2029                         *CURRENT SURVEY CONTROL
 LA2029  ______________________________________________________________________
 LA2029* NAD 83(1997) POSITION- 40 34 45.95422(N) 085 22 19.44409(W)   ADJUSTED
 LA2029* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2029  ______________________________________________________________________
 LA2029  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 LA2029  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 LA2029  HORZ ORDER      -  SECOND
 LA2029
 LA2029.The horizontal coordinates were established by classical geodetic methods
 LA2029.and adjusted by the National Geodetic Survey in May 1999.
 LA2029
 LA2029.The orthometric height was scaled from a topographic map.
 LA2029
 LA2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2029.GEOID18 height accuracy estimate available here.
 LA2029
 LA2029.Click photographs - Photos may exist for this station.
 LA2029
 LA2029.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2029
 LA2029. The following values were computed from the NAD 83(1997) position.
 LA2029
 LA2029;                    North         East     Units Scale Factor Converg.
 LA2029;SPC IN E     -   591,897.423   124,942.195   MT  0.99997432   +0 11 29.9
 LA2029;SPC IN E     - 1,941,916.80    409,914.52   sFT  0.99997432   +0 11 29.9
 LA2029;UTM  16      - 4,493,345.160   637,781.034   MT  0.99983367   +1 03 32.9
 LA2029
 LA2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2029!SPC IN E     -   0.99996397  x   0.99997432  =   0.99993829
 LA2029!UTM  16      -   0.99996397  x   0.99983367  =   0.99979764
 LA2029
 LA2029:                Primary Azimuth Mark                     Grid Az
 LA2029:SPC IN E     -  S 214                                    178 10 06.4
 LA2029:UTM  16      -  S 214                                    177 18 03.4
 LA2029
 LA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3778193345(NAD 83)
 LA2029
 LA2029|---------------------------------------------------------------------|
 LA2029| PID    Reference Object                     Distance      Geod. Az  |
 LA2029|                                                           dddmmss.s |
 LA2029| LA0917 R 214                                46.449 METERS 07549     |
 LA2029| LA2034 MONTPELIER MUNICIPAL TANK           APPROX. 8.8 KM 1095411.8 |
 LA2029| LA0918 S 214                                              1782136.3 |
 LA2029| CC7748 ASBUR RM 1                           78.703 METERS 27515     |
 LA2029|---------------------------------------------------------------------|
 LA2029
 LA2029                          SUPERSEDED SURVEY CONTROL
 LA2029
 LA2029  NAD 83(1995)-  40 34 45.95537(N)    085 22 19.45522(W) AD(       ) 2
 LA2029  NAD 83(1986)-  40 34 45.95700(N)    085 22 19.45860(W) AD(       ) 2
 LA2029  NAD 27      -  40 34 45.79550(N)    085 22 19.56460(W) AD(       ) 2
 LA2029
 LA2029.Superseded values are not recommended for survey control.
 LA2029
 LA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2029.See file dsdata.pdf to determine how the superseded data were derived.
 LA2029
 LA2029_MARKER: DS = TRIANGULATION STATION DISK
 LA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2029_STAMPING: ASBUR 1948
 LA2029_MARK LOGO: CGS
 LA2029_PROJECTION: FLUSH
 LA2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2029+STABILITY: SURFACE MOTION
 LA2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2029+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 LA2029
 LA2029  HISTORY     - Date     Condition        Report By
 LA2029  HISTORY     - 1948     MONUMENTED       CGS
 LA2029  HISTORY     - 1955     GOOD             CGS
 LA2029  HISTORY     - 20140916 GOOD             INDNR
 LA2029
 LA2029                          STATION DESCRIPTION
 LA2029
 LA2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2029'STATION IS LOCATED ABOUT 17 MILES SOUTH OF MARKLE, 16 MILES EAST OF
 LA2029'MARION AND 5-1/2 MILES NORTHWEST OF MONTPELIER.  IT IS 114 FEET WEST
 LA2029'OF CENTER OF STATE HIGHWAY 3, 24 FEET SOUTH OF A PRIVATE DRIVE AND 20
 LA2029'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 LA2029'AND THE DISK IS STAMPED ASBUR 1948.
 LA2029'
 LA2029'REFERENCE MARK NO. 1 IS 258.24 FEET WEST OF STATION.  IT IS 25 FEET
 LA2029'EAST OF A YARD FENCE AND 25 FEET SOUTH OF A PRIVATE DRIVE.  THE MARK
 LA2029'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ASBUR NO 1 1948.
 LA2029'
 LA2029'R 214 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 152.38 FEET
 LA2029'NORTHEAST OF STATION, 34 FEET EAST OF CENTER OF HIGHWAY 3, 2 FEET
 LA2029'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK IS
 LA2029'AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK
 LA2029'IS A STANDARD USC AND GS BM DISK STAMPED R 214 1947.
 LA2029'
 LA2029'S 214 (USC AND GS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 0.9 MILE
 LA2029'SOUTH OF STATION, 47 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 34 FEET
 LA2029'WEST OF CENTER OF HIGHWAY 3, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH
 LA2029'OF A WHITE WITNESS POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST
 LA2029'WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS A STANDARD USC AND GS BM
 LA2029'DISK STAMPED S 214 1947.
 LA2029'
 LA2029'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21 IN
 LA2029'MARION, GO EAST ON HIGHWAY 18 FOR 15.2 MILES TO THE JUNCTION OF STATE
 LA2029'HIGHWAY 3, TURN LEFT AND GO NORTH ON HIGHWAY 3 FOR 1.0 MILE TO S 214
 LA2029'(USC AND GS) BM (AZIMUTH) ON LEFT AS DESCRIBED.  CONTINUE NORTH ON
 LA2029'HIGHWAY FOR 0.9 MILE TO STATION ON LEFT AS DESCRIBED.
 LA2029'
 LA2029'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2029
 LA2029                          STATION RECOVERY (1955)
 LA2029
 LA2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2029'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 LA2029'CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2029'
 LA2029'THE BENCH MARKS WERE PREVIOUSLY LISTED AS FOLLOWS- R 214 (USC AND GS)
 LA2029'BM AND S 214 (USC AND GS) BM (AZ. MK.)
 LA2029'
 LA2029'HEIGHT OF LIGHT PLATE- 38 METERS.
 LA2029
 LA2029                          STATION RECOVERY (2014)
 LA2029
 LA2029'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (RDN)
 LA2029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1780 ***********************************************************************
 KA1780  DESIGNATION -  ASHBORO
 KA1780  PID         -  KA1780
 KA1780  STATE/COUNTY-  IN/CLAY
 KA1780  COUNTRY     -  US
 KA1780  USGS QUAD   -  CENTER POINT (2019)
 KA1780
 KA1780                         *CURRENT SURVEY CONTROL
 KA1780  ______________________________________________________________________
 KA1780* NAD 83(1997) POSITION- 39 23 10.18972(N) 087 05 44.65091(W)   ADJUSTED
 KA1780* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 KA1780  ______________________________________________________________________
 KA1780  GEOID HEIGHT    -        -32.832 (meters)                     GEOID18
 KA1780  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 KA1780  HORZ ORDER      -  THIRD
 KA1780
 KA1780.The horizontal coordinates were established by classical geodetic methods
 KA1780.and adjusted by the National Geodetic Survey in May 1999.
 KA1780
 KA1780.The orthometric height was scaled from a topographic map.
 KA1780
 KA1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1780.GEOID18 height accuracy estimate available here.
 KA1780
 KA1780.Click photographs - Photos may exist for this station.
 KA1780
 KA1780.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1780
 KA1780. The following values were computed from the NAD 83(1997) position.
 KA1780
 KA1780;                    North         East     Units Scale Factor Converg.
 KA1780;SPC IN W     -   459,366.522   898,931.470   MT  0.99996668   -0 00 28.3
 KA1780;SPC IN W     - 1,507,105.00  2,949,244.33   sFT  0.99996668   -0 00 28.3
 KA1780;UTM  16      - 4,359,635.391   491,755.270   MT  0.99960084   -0 03 38.7
 KA1780
 KA1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1780!SPC IN W     -   0.99997222  x   0.99996668  =   0.99993890
 KA1780!UTM  16      -   0.99997222  x   0.99960084  =   0.99957307
 KA1780
 KA1780:                Primary Azimuth Mark                     Grid Az
 KA1780:SPC IN W     -  ASHBORO AZ MK                            086 51 11.1
 KA1780:UTM  16      -  ASHBORO AZ MK                            086 54 21.5
 KA1780
 KA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9175559635(NAD 83)
 KA1780
 KA1780|---------------------------------------------------------------------|
 KA1780| PID    Reference Object                     Distance      Geod. Az  |
 KA1780|                                                           dddmmss.s |
 KA1780| CM2694 ASHBORO AZ MK                                      0865042.8 |
 KA1780| CM2695 ASHBORO RM 1                         29.691 METERS 08914     |
 KA1780| CM2696 ASHBORO RM 2                         28.362 METERS 18540     |
 KA1780| KA1791 STAUNTON                            APPROX. 9.9 KM 3012931.9 |
 KA1780|---------------------------------------------------------------------|
 KA1780
 KA1780                          SUPERSEDED SURVEY CONTROL
 KA1780
 KA1780  NAD 83(1986)-  39 23 10.19476(N)    087 05 44.64459(W) AD(       ) 3
 KA1780  NAD 27      -  39 23 10.04990(N)    087 05 44.59750(W) AD(       ) 3
 KA1780
 KA1780.Superseded values are not recommended for survey control.
 KA1780
 KA1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1780.See file dsdata.pdf to determine how the superseded data were derived.
 KA1780
 KA1780_MARKER: DS = TRIANGULATION STATION DISK
 KA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1780_STAMPING: ASHBORO 1947
 KA1780_MARK LOGO: CGS
 KA1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1780+STABILITY: SURFACE MOTION
 KA1780
 KA1780  HISTORY     - Date     Condition        Report By
 KA1780  HISTORY     - 1947     MONUMENTED       CGS
 KA1780  HISTORY     - 1982     POOR             LOCENG
 KA1780
 KA1780                          STATION DESCRIPTION
 KA1780
 KA1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1780'STATION IS ABOUT 1.0 MILE SOUTHEAST OF ASHBORO, ON HIGHWAY
 KA1780'RIGHT-OF-WAY JOINING PROPERTY OF MRS. GRACE RENCHLER, 0.8 MILE
 KA1780'EAST OF THE JUNCTION OF STATE HIGHWAYS 59 AND 46, 45 FEET SOUTH OF
 KA1780'CENTERLINE OF STATE HIGHWAY 46, AND 6 FEET WEST OF A WHITE
 KA1780'WITNESS POST. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 KA1780'ASHBORO 1947.
 KA1780'
 KA1780'REFERENCE MARK NO. 1 IS 97.41 EAST OF STATION AND 45 FEET SOUTH OF
 KA1780'CENTERLINE OF HIGHWAY 46. THE MARK PROJECTS 10 INCHES, AND THE
 KA1780'DISK IS STAMPED ASHBORO NO 1 1947.
 KA1780'
 KA1780'REFERENCE MARK NO. 2 IS 93.05 FEET SOUTH OF STATION AND 138 FEET
 KA1780'SOUTH OF CENTERLINE OF HIGHWAY 46. THE MARK PROJECTS 6
 KA1780'INCHES AND THE DISK IS STAMPED ASHBORO NO 2 1947.
 KA1780'
 KA1780'AZIMUTH MARK IS 0.3 MILE EAST OF STATION VIA HIGHWAY 46, 39 FEET
 KA1780'NORTH OF CENTERLINE OF HIGHWAY 46, AND 3 FEET WEST OF A WHITE
 KA1780'WITNESS POST. THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 KA1780'ASHBORO 1947.
 KA1780'
 KA1780'TO REACH FROM THE REGAL STORE IN ASHBORO, GO SOUTH ON STATE HIGHWAY
 KA1780'59 FOR 0.9 MILE TO JUNCTION WITH STATE HIGHWAY 46, TURN LEFT
 KA1780'AND GO 0.8 MILE TO STATION ON RIGHT.
 KA1780'
 KA1780'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KA1780
 KA1780                          STATION RECOVERY (1982)
 KA1780
 KA1780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1780'ASHBORO 1947 TOP GONE - ONLY BASE OF CONC. LEFT - 10 INCHES DEEP.
 KA1780'
 KA1780'R.M. NO. 2 1.5 FEET N 40 DEG W TO 12 INCHES ELM - PROBABLY MOVED BY
 KA1780'TREE.
 KA1780'
 KA1780'R.M. NO. 1 MISSING.
 KA1780'
 KA1780'ASHBORO AZIMUTH BRASS CAP CUT OFF.  CONC. HAS BEEN HIT SEVERAL
 KA1780'TIMES BY MOWING MACHINE AND/OR FARM EQUIPMENT.  PWP NO. 380 551
 KA1780'S 80 DEG E 4.2 FT. - 39 FT. + OR - SOUTH TO FENCELINE HWY. 46.
 KA1780'
 KA1780'DISTANCE BETWEEN ASHBORO STATION AND AZ. - 1492.51 FT.
 KA1780'
 KA1780'DISTANCE AND DIRECTION FROM NEAREST TOWN--ASHBORO, 1 MILE
 KA1780'SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4634 ***********************************************************************
 DM4634  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4634  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4634  DESIGNATION -  ASHBORO CORS ARP
 DM4634  CORS_ID     -  INAS
 DM4634  PID         -  DM4634
 DM4634  STATE/COUNTY-  IN/CLAY
 DM4634  COUNTRY     -  US
 DM4634  USGS QUAD   -  CENTER POINT (2019)
 DM4634
 DM4634                         *CURRENT SURVEY CONTROL
 DM4634  ______________________________________________________________________
 DM4634* NAD 83(2011) POSITION- 39 23 22.22902(N) 087 06 39.62929(W)   ADJUSTED
 DM4634* NAD 83(2011) ELLIP HT-   154.458 (meters)        (04/??/25)   ADJUSTED
 DM4634* NAD 83(2011) EPOCH   -  2010.00
 DM4634* NAVD 88 ORTHO HEIGHT -   187.25  (meters)      614.3   (feet) GPS OBS
 DM4634  ______________________________________________________________________
 DM4634  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 DM4634  NAD 83(2011) X  -    248,785.618 (meters)                     COMP
 DM4634  NAD 83(2011) Y  - -4,929,845.552 (meters)                     COMP
 DM4634  NAD 83(2011) Z  -  4,025,928.303 (meters)                     COMP
 DM4634
 DM4634  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4634  Standards:
 DM4634         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4634            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4634  -------------------------------------------------------------------
 DM4634  NETWORK    0.09   0.09           0.03   0.04   0.05     -0.25710800
 DM4634  -------------------------------------------------------------------
 DM4634
 DM4634.The coordinates were established by GPS observations
 DM4634.and adjusted by the National Geodetic Survey in April 2025.
 DM4634
 DM4634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4634.been affixed to the stable North American Tectonic Plate. 
 DM4634
 DM4634.The coordinates are valid at the epoch date displayed above
 DM4634.which is a decimal equivalence of Year/Month/Day.
 DM4634
 DM4634.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4634.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4634.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4634.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4634.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4634.published epoch of 2010.00.
 DM4634
 DM4634.Additional information on MYCS is available at:
 DM4634.https://geodesy.noaa.gov/CORS/index.shtml
 DM4634
 DM4634.The orthometric height was determined by GPS observations and a
 DM4634.high-resolution geoid model using precise GPS observation and
 DM4634.processing techniques.
 DM4634
 DM4634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4634.GEOID18 height accuracy estimate available here.
 DM4634
 DM4634.The PID for the CORS L1 Phase Center is DS2871.
 DM4634
 DM4634.Click photographs - Photos may exist for this station.
 DM4634
 DM4634.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4634
 DM4634.The ellipsoidal height was determined by GPS observations
 DM4634.and is referenced to NAD 83.
 DM4634
 DM4634. The following values were computed from the NAD 83(2011) position.
 DM4634
 DM4634;                    North         East     Units Scale Factor Converg.
 DM4634;SPC IN W     -   459,738.090   897,615.911   MT  0.99996674   -0 01 03.2
 DM4634;SPC IN W     - 1,508,324.05  2,944,928.20   sFT  0.99996674   -0 01 03.2
 DM4634;UTM  16      - 4,360,008.036   490,440.535   MT  0.99960113   -0 04 13.6
 DM4634
 DM4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4634!SPC IN W     -   0.99997577  x   0.99996674  =   0.99994251
 DM4634!UTM  16      -   0.99997577  x   0.99960113  =   0.99957691
 DM4634
 DM4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9044060008(NAD 83)
 DM4634
 DM4634                          SUPERSEDED SURVEY CONTROL
 DM4634
 DM4634  NAD 83(2011)-  39 23 22.22907(N)    087 06 39.62934(W) AD(2010.00) c
 DM4634  ELLIP H (06/??/19)  154.460  (m)                       GP(2010.00) c c
 DM4634  NAD 83(2011)-  39 23 22.22911(N)    087 06 39.62928(W) AD(2010.00) c
 DM4634  ELLIP H (08/??/11)  154.453  (m)                       GP(2010.00) c c
 DM4634  NAD 83(CORS)-  39 23 22.22957(N)    087 06 39.63027(W) AD(2002.00) c
 DM4634  ELLIP H (12/??/10)  154.432  (m)                       GP(2002.00) c c
 DM4634
 DM4634.Superseded values are not recommended for survey control.
 DM4634
 DM4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4634.See file dsdata.pdf to determine how the superseded data were derived.
 DM4634
 DM4634_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4634
 DM4634                          STATION DESCRIPTION
 DM4634
 DM4634'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4634'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4634'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4634'AND LOG FILES ACCESSIBLE AT:
 DM4634'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1482 ***********************************************************************
 MD1482  DESIGNATION -  ASHLEY
 MD1482  PID         -  MD1482
 MD1482  STATE/COUNTY-  IN/DE KALB
 MD1482  COUNTRY     -  US
 MD1482  USGS QUAD   -  ASHLEY (2019)
 MD1482
 MD1482                         *CURRENT SURVEY CONTROL
 MD1482  ______________________________________________________________________
 MD1482* NAD 83(1997) POSITION- 41 31 32.97793(N) 085 04 01.60393(W)   ADJUSTED
 MD1482* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 MD1482  ______________________________________________________________________
 MD1482  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 MD1482  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 MD1482  HORZ ORDER      -  SECOND
 MD1482
 MD1482.The horizontal coordinates were established by classical geodetic methods
 MD1482.and adjusted by the National Geodetic Survey in May 1999.
 MD1482
 MD1482.The orthometric height was scaled from a topographic map.
 MD1482
 MD1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1482.GEOID18 height accuracy estimate available here.
 MD1482
 MD1482.Click photographs - Photos may exist for this station.
 MD1482
 MD1482.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1482
 MD1482. The following values were computed from the NAD 83(1997) position.
 MD1482
 MD1482;                    North         East     Units Scale Factor Converg.
 MD1482;SPC IN E     -   697,127.662   150,039.051   MT  0.99999747   +0 23 51.0
 MD1482;SPC IN E     - 2,287,159.67    492,253.12   sFT  0.99999747   +0 23 51.0
 MD1482;UTM  16      - 4,598,935.245   661,263.819   MT  0.99992004   +1 16 54.1
 MD1482
 MD1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1482!SPC IN E     -   0.99995691  x   0.99999747  =   0.99995438
 MD1482!UTM  16      -   0.99995691  x   0.99992004  =   0.99987696
 MD1482
 MD1482:                Primary Azimuth Mark                     Grid Az
 MD1482:SPC IN E     -  ASHLEY AZ MK                             002 33 57.1
 MD1482:UTM  16      -  ASHLEY AZ MK                             001 40 54.0
 MD1482
 MD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6126398935(NAD 83)
 MD1482
 MD1482|---------------------------------------------------------------------|
 MD1482| PID    Reference Object                     Distance      Geod. Az  |
 MD1482|                                                           dddmmss.s |
 MD1482| CC7749 ASHLEY AZ MK                                       0025748.1 |
 MD1482| CC7750 ASHLEY RM 1                          26.000 METERS 16910     |
 MD1482| CC7751 ASHLEY RM 2                          43.723 METERS 27551     |
 MD1482| MD1481 ASHLEY MUNICIPAL TANK                44.381 METERS 27551     |
 MD1482|---------------------------------------------------------------------|
 MD1482
 MD1482                          SUPERSEDED SURVEY CONTROL
 MD1482
 MD1482  NAD 83(1995)-  41 31 32.97790(N)    085 04 01.60585(W) AD(       ) 2
 MD1482  NAD 83(1994)-  41 31 32.97853(N)    085 04 01.61621(W) AD(       ) 2
 MD1482  NAD 83(1986)-  41 31 32.97892(N)    085 04 01.61713(W) AD(       ) 2
 MD1482  NAD 27      -  41 31 32.79600(N)    085 04 01.73320(W) AD(       ) 2
 MD1482
 MD1482.Superseded values are not recommended for survey control.
 MD1482
 MD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1482.See file dsdata.pdf to determine how the superseded data were derived.
 MD1482
 MD1482_MARKER: DS = TRIANGULATION STATION DISK
 MD1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1482_STAMPING: ASHLEY 1946
 MD1482_MARK LOGO: CGS
 MD1482_PROJECTION: FLUSH
 MD1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1482+STABILITY: SURFACE MOTION
 MD1482
 MD1482  HISTORY     - Date     Condition        Report By
 MD1482  HISTORY     - 1946     MONUMENTED       CGS
 MD1482  HISTORY     - 1960     GOOD             CGS
 MD1482
 MD1482                          STATION DESCRIPTION
 MD1482
 MD1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1482'STATION IS LOCATED IN THE EAST EDGE OF ASHLEY WATER WORKS PARK IN THE
 MD1482'CITY OF ASHLEY.  IT IS
 MD1482'145.6 FEET EAST OF THE CENTER PIPE OF THE WATER TANK, 47 FEET
 MD1482'SOUTHWEST OF A 24 INCH MAPLE TREE AND
 MD1482'18 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.  THE MARK IS
 MD1482'FLUSH AND THE DISK IS STAMPED ASHLEY 1946.
 MD1482'
 MD1482'REFERENCE MARK NO 1 IS 85.30 FEET SOUTH OF THE STATION.  IT IS 2 FEET
 MD1482'WEST OF THE EDGE OF THE WALK.  THE
 MD1482'MARK IS FLUSH AND THE DISK IS STAMPED ASHLEY NO 1 1946.
 MD1482'
 MD1482'REFERENCE MARK NO. 2 IS 143.45 FEET WEST OF THE STATION IN THE
 MD1482'CONCRETE BASE OF CENTER PIPE OF THE
 MD1482'WATER TANK AND IN LINE WITH THE CENTER OF THE TANK.  THE DISK IS
 MD1482'STAMPED ASHLEY NO 2 1946.
 MD1482'
 MD1482'THE AZIMUTH MARK IS 3 BLOCKS NORTH OF THE STATION NEAR THE SOUTHWEST
 MD1482'CORNER OF THE NATIONAL VAULT
 MD1482'CO. BUILDING.  IT IS IN LINE WITH THE FRONT OF THE BUILDING AND 4
 MD1482'FEET WEST OF THE SOUTHWEST CORNER, 34
 MD1482'FEET NORTHEAST OF A POWER POLE AND 4 FEET NORTH OF THE CENTER
 MD1482'OF THE ROAD.  THE MARK IS FLUSH AND THE DISK
 MD1482'IS STAMPED ASHLEY 1946.
 MD1482
 MD1482                          STATION RECOVERY (1960)
 MD1482
 MD1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1482'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  BELOW
 MD1482'ARE ADDED SOME CURRENT NOTES
 MD1482'INCLUDING ONE CORRECTION.
 MD1482'
 MD1482'STATION MARK IS 134.5 FEET S OF SE CORNER OF CONCRETE BLOCK DOUBLE
 MD1482'GARAGE, 93 FEET S OF CENTER LINE
 MD1482'OF 16-FOOT ASHPALT STREET, 46 FEET W OF CENTER LINE OF 18-FOOT
 MD1482'ASPHALT STREET, AND 2 FEET S OF
 MD1482'PROJECTED PLANT OF S WALL OF ASHLEY CHURCH OF CHRIST.  THE ORIGINAL
 MD1482'GIVEN 145.6 FEET TO THE CENTRAL FEED PIPE
 MD1482'OF THE WATER TANK MEASURES TO THE CENTER OF THAT
 MD1482'PIPE.
 MD1482'
 MD1482'REFERENCE MARK NO. 2 IS STAMPED NO 2
 MD1482'PRESENT WRITER MEASURED THE DISTANCE AS 0.03 FOOT LESS THAN ORIGINAL.
 MD1482'
 MD1482'THE AZIMUTH MARK WAS MEASURED BY THE PRESENT WRITER AS 27.5 FEET NE
 MD1482'OF THE PRESENT POWER POLE (THIS
 MD1482'IS THE CORRECTION MENTIONED IN THE FIRST PARAGRAPH ABOVE) AND IT IS
 MD1482'27 FEET E OF CENTER LINE OF THE N-S
 MD1482'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1481 ***********************************************************************
 MD1481  DESIGNATION -  ASHLEY MUNICIPAL TANK
 MD1481  PID         -  MD1481
 MD1481  STATE/COUNTY-  IN/DE KALB
 MD1481  COUNTRY     -  US
 MD1481  USGS QUAD   -  ASHLEY (2019)
 MD1481
 MD1481                         *CURRENT SURVEY CONTROL
 MD1481  ______________________________________________________________________
 MD1481* NAD 83(1997) POSITION- 41 31 33.12453(N) 085 04 03.50823(W)   ADJUSTED
 MD1481  ______________________________________________________________________
 MD1481  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 MD1481  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 MD1481  HORZ ORDER      -  THIRD
 MD1481
 MD1481.The horizontal coordinates were established by classical geodetic methods
 MD1481.and adjusted by the National Geodetic Survey in May 1999.
 MD1481
 MD1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1481.GEOID18 height accuracy estimate available here.
 MD1481
 MD1481.Click photographs - Photos may exist for this station.
 MD1481
 MD1481.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1481
 MD1481. The following values were computed from the NAD 83(1997) position.
 MD1481
 MD1481;                    North         East     Units Scale Factor Converg.
 MD1481;SPC IN E     -   697,131.878   149,994.871   MT  0.99999741   +0 23 49.7
 MD1481;SPC IN E     - 2,287,173.50    492,108.17   sFT  0.99999741   +0 23 49.7
 MD1481;UTM  16      - 4,598,938.779   661,219.583   MT  0.99991987   +1 16 52.9
 MD1481
 MD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6121998938(NAD 83)
 MD1481
 MD1481                          SUPERSEDED SURVEY CONTROL
 MD1481
 MD1481  NAD 83(1995)-  41 31 33.12449(N)    085 04 03.51014(W) AD(       ) 3
 MD1481  NAD 83(1994)-  41 31 33.12512(N)    085 04 03.52049(W) AD(       ) 3
 MD1481  NAD 83(1986)-  41 31 33.12553(N)    085 04 03.52142(W) AD(       ) 3
 MD1481  NAD 27      -  41 31 32.94300(N)    085 04 03.63700(W) AD(       ) 3
 MD1481
 MD1481.Superseded values are not recommended for survey control.
 MD1481
 MD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1481.See file dsdata.pdf to determine how the superseded data were derived.
 MD1481
 MD1481_MARKER: 53 = ELEVATED TANK
 MD1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1481+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 MD1481
 MD1481  HISTORY     - Date     Condition        Report By
 MD1481  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1481  HISTORY     - 1960     GOOD             CGS
 MD1481  HISTORY     - 20070404 GOOD             GEOCAC
 MD1481
 MD1481                          STATION DESCRIPTION
 MD1481
 MD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1481'STATION IS LOCATED IN CITY OF ASHLEY, WATER WORKS PARK.  IT IS A
 MD1481'CONICAL SHAPED TANK
 MD1481'SUPPORTED BY FOUR STEEL LEGS AND ABOUT 125 FEET HIGH.  IT IS PAINTED
 MD1481'SILVER WITH THE LEGEND ASHLEY PAINTED
 MD1481'IN LARGE BLACK LETTERS ON THE EAST AND WEST SIDE OF THE TANK.
 MD1481'
 MD1481'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASHLEY.
 MD1481'THE DISTANCE BEING 44.379 METERS.
 MD1481'THE POINT OBSERVED ON AND
 MD1481'TRAVERSED TO WAS THE CENTER OF THE CENTER PIPE OF THE TANK.
 MD1481
 MD1481                          STATION RECOVERY (1960)
 MD1481
 MD1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1481'RECOVERED AS DESCRIBED REPORTEDLY AND EVIDENTLY UNCHANGED SINCE 1946.
 MD1481'A DATA PLATE ON SE LEG ABOUT 2
 MD1481'FEET ABOVE GROUND DESCRIBES IT AS 60,000-GALLON CAPACITY, BUILT IN
 MD1481'1936, 80 FEET FROM GROUND TO BOTTOM OF
 MD1481'THE TANK, SERIAL NUMBER 89736 BY THE W. E. CALDWELL CO.
 MD1481'OF LOUISVILLE, KY.  IT IS CYLINDRICAL IN THE MAIN
 MD1481'SECTION WITH HEMISPHERICAL BOTTOM AND
 MD1481'CONICAL ROOF.  IT IS 189 FEET W OF THE CENTER LINE OF ONE STREET AND
 MD1481'76 FEET S OF THE CENTER LINE OF ANOTHER.
 MD1481
 MD1481                          STATION RECOVERY (2007)
 MD1481
 MD1481'RECOVERY NOTE BY GEOCACHING 2007 (KW)
 MD1481'TOWER IS NO LONGER SILVER. TOWER IS NOW BRIGHT YELLOW WITH 'SMILEY
 MD1481'FACE' PAINTED IN BLACK AND A BOW TIE ON THE VERTICAL STACK.  VIEWABLE
 MD1481'AT WEB PAGE WWW.WAYMARKING.COM/WAYMARKS/WM1CGP
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2390 ***********************************************************************
 ME2390  DESIGNATION -  ASPHALT
 ME2390  PID         -  ME2390
 ME2390  STATE/COUNTY-  IN/JASPER
 ME2390  COUNTRY     -  US
 ME2390  USGS QUAD   -  MEDARYVILLE (2019)
 ME2390
 ME2390                         *CURRENT SURVEY CONTROL
 ME2390  ______________________________________________________________________
 ME2390* NAD 83(1997) POSITION- 41 05 59.37445(N) 086 58 30.61182(W)   ADJUSTED
 ME2390* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 ME2390  ______________________________________________________________________
 ME2390  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 ME2390  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 ME2390  HORZ ORDER      -  SECOND
 ME2390
 ME2390.The horizontal coordinates were established by classical geodetic methods
 ME2390.and adjusted by the National Geodetic Survey in May 1999.
 ME2390
 ME2390.The orthometric height was scaled from a topographic map.
 ME2390
 ME2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2390.GEOID18 height accuracy estimate available here.
 ME2390
 ME2390.Click photographs - Photos may exist for this station.
 ME2390
 ME2390.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2390
 ME2390. The following values were computed from the NAD 83(1997) position.
 ME2390
 ME2390;                    North         East     Units Scale Factor Converg.
 ME2390;SPC IN W     -   649,649.655   909,086.300   MT  0.99996768   +0 04 16.0
 ME2390;SPC IN W     - 2,131,392.24  2,982,560.64   sFT  0.99996768   +0 04 16.0
 ME2390;UTM  16      - 4,549,839.114   502,085.091   MT  0.99960005   +0 00 58.8
 ME2390
 ME2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2390!SPC IN W     -   0.99997158  x   0.99996768  =   0.99993926
 ME2390!UTM  16      -   0.99997158  x   0.99960005  =   0.99957164
 ME2390
 ME2390:                Primary Azimuth Mark                     Grid Az
 ME2390:SPC IN W     -  Y 110                                    089 39 09.1
 ME2390:UTM  16      -  Y 110                                    089 42 26.3
 ME2390
 ME2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0208549839(NAD 83)
 ME2390
 ME2390|---------------------------------------------------------------------|
 ME2390| PID    Reference Object                     Distance      Geod. Az  |
 ME2390|                                                           dddmmss.s |
 ME2390| ME0745 Y 110                                              0894325.1 |
 ME2390| ME2387 MEDARYVILLE MUNICIPAL TANK          APPROX. 7.6 KM 1063210.9 |
 ME2390| CM2703 ASPHALT RM 1                         27.810 METERS 19927     |
 ME2390| CM2704 ASPHALT RM 2                         25.314 METERS 28024     |
 ME2390| CM2705 ASPHALT RM 3                         12.403 METERS 35327     |
 ME2390|---------------------------------------------------------------------|
 ME2390
 ME2390                          SUPERSEDED SURVEY CONTROL
 ME2390
 ME2390  NAD 83(1986)-  41 05 59.37984(N)    086 58 30.62032(W) AD(       ) 2
 ME2390  NAD 27      -  41 05 59.24080(N)    086 58 30.54440(W) AD(       ) 2
 ME2390
 ME2390.Superseded values are not recommended for survey control.
 ME2390
 ME2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2390.See file dsdata.pdf to determine how the superseded data were derived.
 ME2390
 ME2390_MARKER: DS = TRIANGULATION STATION DISK
 ME2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2390_STAMPING: ASPHALT 1952
 ME2390_MARK LOGO: CGS
 ME2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2390+STABILITY: SURFACE MOTION
 ME2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2390+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME2390
 ME2390  HISTORY     - Date     Condition        Report By
 ME2390  HISTORY     - 1952     MONUMENTED       CGS
 ME2390  HISTORY     - 1969     GOOD             CGS
 ME2390  HISTORY     - 20120327 GOOD             IN-073
 ME2390
 ME2390                          STATION DESCRIPTION
 ME2390
 ME2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2390'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WHEATFIELD AND ABOUT 5
 ME2390'MILES WEST OF MEDARYVILLE AND ON PROPERTY OWNED BY BERT DESLEMS.  IT
 ME2390'IS 67 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 42 FEET SOUTHEAST OF
 ME2390'A TELEPHONE POLE, 24 FEET WEST OF AN 18 INCH MAPLE TREE AND 7 FEET
 ME2390'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2390'IS STAMPED ASPHALT 1952.
 ME2390'
 ME2390'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE EAST EDGE OF WOODS.  THE
 ME2390'MARK IS FLUSH AND THE DISK IS STAMPED ASPHALT NO 1 1952.
 ME2390'
 ME2390'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 ME2390'AND IN THE NORTHWEST EDGE OF AN OPEN FIELD.  THE MARK PROJECTS 6
 ME2390'INCHES AND THE DISK IS STAMPED ASPHALT NO 2 1952.
 ME2390'
 ME2390'BENCH MARK Y 110 WAS USED AS THE AZIMUTH MARK AND IS 25 FEET SOUTHEAST
 ME2390'OF THE INTERSECTION OF A GRAVEL CROSSROAD, 22 FEET SOUTH OF THE CENTER
 ME2390'OF GRAVEL ROAD, 16 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1.6 FEET
 ME2390'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS A BRONZE U.S.  COAST
 ME2390'AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 ME2390'SOUTHEAST WING OF A CONCRETE CULVERT AND IS STAMPED Y 110 1946.
 ME2390'
 ME2390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 10
 ME2390'JUST SOUTHEAST OF WHEATFIELD, GO SOUTH ON STATE HIGHWAY 49 FOR 6.3
 ME2390'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.45 MILES TO A T-ROAD
 ME2390'INTERSECTION, TURN LEFT AND GO NORTH FOR 0.5 MILE TO A SIDE ROAD
 ME2390'RIGHT, TURN RIGHT AND GO EAST FOR 1.15 MILE TO THE STATION ON THE
 ME2390'RIGHT, CONTINUE FOR 0.35 MILE TO A CROSSROAD AND CULVERT AND THE BENCH
 ME2390'MARK AS DESCRIBED.
 ME2390'
 ME2390'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2390
 ME2390                          STATION RECOVERY (1969)
 ME2390
 ME2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2390'THE STATION MARK, REFERENCE MARK 2 AND BM Y 110 WERE FOUND IN GOOD
 ME2390'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.  REFERENCE MARK 3 WAS
 ME2390'SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW
 ME2390'DESCRIPTION FOLLOWS.
 ME2390'
 ME2390'ABOUT 8 MILES SOUTHEAST OF WHEATFIELD, 25 FEET WEST OF A 30 INCH MAPLE
 ME2390'TREE, 34 FEET NORTHWEST OF A 24 INCH MAPLE TREE, 47 FEET WEST OF THE
 ME2390'CENTERLINE OF A FIELD ROAD, 90 FEET SOUTHEAST OF A 20 INCH OAK TREE,
 ME2390'43 FEET SOUTH OF A TELEPHONE POLE, 69 FEET SOUTH OF THE CENTERLINE OF
 ME2390'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 ME2390'3 INCHES AND THE DISK IS STAMPED ASPHALT 1952.
 ME2390'
 ME2390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND 10 AT
 ME2390'THE SOUTHEAST EDGE OF WHEATFIELD, GO SOUTH ON HIGHWAY 49 FOR 6.3 MILES
 ME2390'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE ROAD FOR 2.45 MILES
 ME2390'TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO A
 ME2390'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE ROAD FOR 1.15 MILES TO
 ME2390'THE STATION ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.35 MILE TO
 ME2390'A CROSSROAD AND BM Y 110 IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 ME2390'
 ME2390'REFERENCE MARK 2 IS 30 FEET NORTHEAST OF A 24 INCH OAK TREE, 13 FEET
 ME2390'SOUTHEAST OF THE 20 INCH OAK TREE, 54 FEET SOUTH OF THE CENTERLINE OF
 ME2390'THE ROAD AND 80 FEET SOUTHWEST OF THE TELEPHONE POLE.  THE MONUMENT
 ME2390'PROJECTS 4 INCHES AND THE DISK IS STAMPED ASPHALT NO 2 1952.
 ME2390'
 ME2390'REFERENCE MARK 3 IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2
 ME2390'FEET SOUTHEAST OF THE TELEPHONE POLE AND 47 FEET WEST OF THE
 ME2390'CENTERLINE OF THE FIELD ENTRANCE.  THE MONUMENT IS FLUSH AND THE DISK
 ME2390'IS STAMPED ASPHALT 1952 NO 3 1969.
 ME2390'
 ME2390'BM Y 110 IS A STANDARD USC AND GS BENCH MARK DISK SET IN A DRILL HOLE
 ME2390'IN THE TOP OF A CONCRETE HEADWALL ABOUT 1 FOOT ABOVE THE GRADE OF THE
 ME2390'ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 24 FEET SOUTH OF THE
 ME2390'CENTERLINE OF EAST-WEST ROAD, 16 FEET EAST OF THE CENTERLINE OF NORTH-
 ME2390'SOUTH ROAD.  THE DISK IS STAMPED Y 110 1946.
 ME2390'
 ME2390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES WEST OF
 ME2390'MEDARYVILLE
 ME2390'
 ME2390'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2390
 ME2390                          STATION RECOVERY (2012)
 ME2390
 ME2390'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CM2705 ***********************************************************************
 CM2705  CBN         -  This is a Cooperative Base Network Control Station.
 CM2705  DESIGNATION -  ASPHALT RM 3
 CM2705  PID         -  CM2705
 CM2705  STATE/COUNTY-  IN/JASPER
 CM2705  COUNTRY     -  US
 CM2705  USGS QUAD   -  MEDARYVILLE (2019)
 CM2705
 CM2705                         *CURRENT SURVEY CONTROL
 CM2705  ______________________________________________________________________
 CM2705* NAD 83(2011) POSITION- 41 05 59.77928(N) 086 58 30.68102(W)   ADJUSTED
 CM2705* NAD 83(2011) ELLIP HT-   178.869 (meters)        (06/27/12)   ADJUSTED
 CM2705* NAD 83(2011) EPOCH   -  2010.00
 CM2705* NAVD 88 ORTHO HEIGHT -   212.6   (meters)      698.    (feet) GPS OBS
 CM2705  ______________________________________________________________________
 CM2705  NAVD 88 orthometric height was determined with geoid model    GEOID03
 CM2705  GEOID HEIGHT    -        -33.689 (meters)                     GEOID03
 CM2705  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 CM2705  NAD 83(2011) X  -    253,997.320 (meters)                     COMP
 CM2705  NAD 83(2011) Y  - -4,806,730.929 (meters)                     COMP
 CM2705  NAD 83(2011) Z  -  4,170,910.709 (meters)                     COMP
 CM2705  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 CM2705
 CM2705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CM2705  Standards:
 CM2705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CM2705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CM2705  -------------------------------------------------------------------
 CM2705  NETWORK    0.90   1.61           0.40   0.33   0.82      0.00953648
 CM2705  -------------------------------------------------------------------
 CM2705  Click here for local accuracies and other accuracy information.
 CM2705
 CM2705.The horizontal coordinates were established by GPS observations
 CM2705.and adjusted by the National Geodetic Survey in June 2012.
 CM2705
 CM2705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CM2705.been affixed to the stable North American tectonic plate. See 
 CM2705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CM2705
 CM2705.The horizontal coordinates are valid at the epoch date displayed above
 CM2705.which is a decimal equivalence of Year/Month/Day.
 CM2705
 CM2705.The orthometric height was determined by GPS observations and a
 CM2705.high-resolution geoid model.
 CM2705
 CM2705.Significant digits in the geoid height do not necessarily reflect accuracy.
 CM2705.GEOID18 height accuracy estimate available here.
 CM2705
 CM2705.Click photographs - Photos may exist for this station.
 CM2705
 CM2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2705
 CM2705.The Laplace correction was computed from DEFLEC18 derived deflections.
 CM2705
 CM2705.The ellipsoidal height was determined by GPS observations
 CM2705.and is referenced to NAD 83.
 CM2705
 CM2705. The following values were computed from the NAD 83(2011) position.
 CM2705
 CM2705;                    North         East     Units Scale Factor Converg.
 CM2705;SPC IN W     -   649,662.141   909,084.670   MT  0.99996768   +0 04 15.9
 CM2705;SPC IN W     - 2,131,433.21  2,982,555.29   sFT  0.99996768   +0 04 15.9
 CM2705;UTM  16      - 4,549,851.597   502,083.474   MT  0.99960005   +0 00 58.7
 CM2705
 CM2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2705!SPC IN W     -   0.99997194  x   0.99996768  =   0.99993962
 CM2705!UTM  16      -   0.99997194  x   0.99960005  =   0.99957200
 CM2705
 CM2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0208349851(NAD 83)
 CM2705
 CM2705                          SUPERSEDED SURVEY CONTROL
 CM2705
 CM2705  NAD 83(2007)-  41 05 59.77939(N)    086 58 30.68194(W) AD(2002.00) 0
 CM2705  ELLIP H (02/10/07)  178.886  (m)                       GP(2002.00)    
 CM2705  NAD 83(1997)-  41 05 59.77931(N)    086 58 30.68191(W) AD(       ) A
 CM2705  ELLIP H (01/19/05)  178.889  (m)                       GP(       ) 4 1
 CM2705
 CM2705.Superseded values are not recommended for survey control.
 CM2705
 CM2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2705.See file dsdata.pdf to determine how the superseded data were derived.
 CM2705
 CM2705_MARKER: DR = REFERENCE MARK DISK
 CM2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2705_STAMPING: ASPHALT 1952 NO 3 1969
 CM2705_MARK LOGO: CGS
 CM2705_PROJECTION: FLUSH
 CM2705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2705+STABILITY: SURFACE MOTION
 CM2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2705+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 CM2705
 CM2705  HISTORY     - Date     Condition        Report By
 CM2705  HISTORY     - 1969     MONUMENTED       CGS
 CM2705  HISTORY     - 20030624 GOOD             IN-073
 CM2705
 CM2705                          STATION DESCRIPTION
 CM2705
 CM2705'DESCRIBED BY JASPER COUNTY INDIANA 2003 (MK)
 CM2705'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF
 CM2705'THE NORTHEAST  1/4 OF SECTION 34, T 31 N, R 5 W, IN GILLAM TOWNSHIP,
 CM2705'ABOUT 4.8 MI WEST-NORTHWEST OF  MEDARYVILLE AND 14.4 MI NORTHEAST OF
 CM2705'RENSSELAER.  OWNERSHIP--MICHAEL DOBSON, 3250 CO.  RD. 600 N,
 CM2705'WHEATFIELD, IN 46392.
 CM2705'
 CM2705'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 49 AND 14 GO
 CM2705'NORTH ON ROAD  49 FOR 3 MI TO COUNTY ROAD 400 N.  TURN RIGHT AND GO
 CM2705'EAST ON ROAD 400 N FOR 2.5 MI TO  COUNTY ROAD 250 E.  TURN LEFT AND GO
 CM2705'NORTH ON ROAD 250 E FOR 2 MI TO COUNTY ROAD 600 N.   TURN RIGHT AND GO
 CM2705'EAST ON ROAD 600 N FOR 1.25 MI TO THE STATION ON THE RIGHT.
 CM2705'
 CM2705'THE STATION IS 105.45 FT SOUTHWEST OF THE CENTER OF REMC POWER POLE ON
 CM2705'THE NORTH SIDE  OF ROAD 600 N, 104.6 FT NORTHWEST OF THE NORTHWEST
 CM2705'CORNER OF A TWO CAR GARAGE AT THE  DOBSON RESIDENCE, 41.45 FT NORTH OF
 CM2705'TRIANGULATION STATION ASPHALT AND 28.0 FT SOUTH OF  THE CENTER OF ROAD
 CM2705'600 N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ4923 ***********************************************************************
 DQ4923  SACS        -  This is a Secondary Airport Control Station.
 DQ4923  DESIGNATION -  ASW A
 DQ4923  PID         -  DQ4923
 DQ4923  STATE/COUNTY-  IN/KOSCIUSKO
 DQ4923  COUNTRY     -  US
 DQ4923  USGS QUAD   -  LEESBURG (2019)
 DQ4923
 DQ4923                         *CURRENT SURVEY CONTROL
 DQ4923  ______________________________________________________________________
 DQ4923* NAD 83(2011) POSITION- 41 16 13.70681(N) 085 50 44.65822(W)   ADJUSTED
 DQ4923* NAD 83(2011) ELLIP HT-   221.976 (meters)        (04/06/17)   ADJUSTED
 DQ4923* NAD 83(2011) EPOCH   -  2010.00
 DQ4923* NAVD 88 ORTHO HEIGHT -   255.54  (meters)      838.4   (feet) GPS OBS
 DQ4923  ______________________________________________________________________
 DQ4923  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ4923  GEOID HEIGHT    -        -33.559 (meters)                     GEOID12B
 DQ4923  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 DQ4923  NAD 83(2011) X  -    347,794.035 (meters)                     COMP
 DQ4923  NAD 83(2011) Y  - -4,788,383.749 (meters)                     COMP
 DQ4923  NAD 83(2011) Z  -  4,185,192.922 (meters)                     COMP
 DQ4923  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 DQ4923
 DQ4923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4923  Standards:
 DQ4923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4923  -------------------------------------------------------------------
 DQ4923  NETWORK    0.90   1.57           0.39   0.34   0.80     -0.02338689
 DQ4923  -------------------------------------------------------------------
 DQ4923  Click here for local accuracies and other accuracy information.
 DQ4923
 DQ4923.This mark is at Warsaw Airport (ASW)
 DQ4923
 DQ4923.The horizontal coordinates were established by GPS observations
 DQ4923.and adjusted by the GRW AERIAL SURVEY in April 2017.
 DQ4923
 DQ4923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4923.been affixed to the stable North American tectonic plate. See 
 DQ4923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4923
 DQ4923.The horizontal coordinates are valid at the epoch date displayed above
 DQ4923.which is a decimal equivalence of Year/Month/Day.
 DQ4923
 DQ4923.The orthometric height was determined by GPS observations and a
 DQ4923.high-resolution geoid model.
 DQ4923
 DQ4923.GPS derived orthometric heights for airport stations designated as
 DQ4923.PACS or SACS are published to 2 decimal places.  This maintains
 DQ4923.centimeter relative accuracy between the PACS and SACS.  It does
 DQ4923.not indicate centimeter accuracy relative to other marks which are
 DQ4923.part of the published vertical control network.
 DQ4923
 DQ4923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4923.GEOID18 height accuracy estimate available here.
 DQ4923
 DQ4923.Click photographs - Photos may exist for this station.
 DQ4923
 DQ4923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4923
 DQ4923.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4923
 DQ4923.The ellipsoidal height was determined by GPS observations
 DQ4923.and is referenced to NAD 83.
 DQ4923
 DQ4923. The following values were computed from the NAD 83(2011) position.
 DQ4923
 DQ4923;                    North         East     Units Scale Factor Converg.
 DQ4923;SPC IN E     -   668,610.575    84,996.022   MT  0.99996944   -0 07 05.2
 DQ4923;SPC IN E     - 2,193,599.86    278,857.78   sFT  0.99996944   -0 07 05.2
 DQ4923;UTM  16      - 4,569,425.355   596,678.110   MT  0.99971503   +0 45 41.1
 DQ4923
 DQ4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4923!SPC IN E     -   0.99996518  x   0.99996944  =   0.99993462
 DQ4923!UTM  16      -   0.99996518  x   0.99971503  =   0.99968022
 DQ4923
 DQ4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9667869425(NAD 83)
 DQ4923
 DQ4923                          SUPERSEDED SURVEY CONTROL
 DQ4923
 DQ4923.No superseded survey control is available for this station.
 DQ4923
 DQ4923_MARKER: DD = SURVEY DISK
 DQ4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4923_STAMPING: ASW A SACS 2016
 DQ4923_PROJECTION: FLUSH
 DQ4923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4923+STABILITY: SURFACE MOTION
 DQ4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4923+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 DQ4923
 DQ4923  HISTORY     - Date     Condition        Report By
 DQ4923  HISTORY     - 20160613 MONUMENTED       GRWAS
 DQ4923
 DQ4923                          STATION DESCRIPTION
 DQ4923
 DQ4923'DESCRIBED BY GRW AERIAL SURVEY 2016 (BRN)
 DQ4923'STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTHEAST OF WARSAW, 2.1 KM
 DQ4923'(1.3 MI) SOUTHEAST OF MONOQUET AND ABOUT 11.1 KM (6.9 MI) EAST OF
 DQ4923'ATWOOD, AT THE WARSAW MUNICIPAL AIRPORT.  OWNERSHIP--WARSAW BOAC, 3000
 DQ4923'AIRPORT DR., WARSAW, IN 46582, PHONE 574-269-1337.  CONTACT AIRPORT
 DQ4923'MANAGER NICHOLAS KING AT 574-269-1337 FOR ACCESS.
 DQ4923'
 DQ4923'FROM THE INTERSECTION OF STATE ROUTE 15 WITH COUNTY ROAD E 350 N.
 DQ4923'TRAVEL EAST ALONG COUNTY ROAD E 350 N FOR 0.5 MI (0.8 KM) TO A T
 DQ4923'INTERSECTION WITH AIRPORT ROAD.  TURN RIGHT ONTO AIRPORT ROAD AND
 DQ4923'TRAVEL SOUTH ALONG AIRPORT ROAD FOR 0.31 MI (0.50 KM) TO THE AIRPORT
 DQ4923'MAIN GATE.  TURN RIGHT AND TRAVEL WEST THROUGH THE MAIN GATE AND
 DQ4923'ACROSS THE RAMP FOR 0.16 MI (0.26 KM) TO TAXIWAY B.  TURN LEFT ONTO
 DQ4923'TAXIWAY B AND TRAVEL SOUTH, CROSSING RUNWAY END 9 FOR 0.68 MI (1.09
 DQ4923'KM) TO THE STATION ON THE LEFT.
 DQ4923'
 DQ4923'THE STATION IS 141.6 FT (43.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DQ4923'TAXIWAY B, 52.2 FT (15.9 M) NORTH OF A GUY POLE AND 255 FT (77.7 M)
 DQ4923'NORTHWEST OF A POWER POLE WITH UNDERGROUND FEEDS.
 DQ4923'
 DQ4923'THE STATION IS A WARSAW MUNICIPAL AIRPORT GEODETIC CONTROL DISK SET IN
 DQ4923'A 12 INCH (30 CM) DIAMETER 48 INCH DEEP BELLED CONCRETE MONUMENT.
 DQ4923'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ4924 ***********************************************************************
 DQ4924  SACS        -  This is a Secondary Airport Control Station.
 DQ4924  DESIGNATION -  ASW B
 DQ4924  PID         -  DQ4924
 DQ4924  STATE/COUNTY-  IN/KOSCIUSKO
 DQ4924  COUNTRY     -  US
 DQ4924  USGS QUAD   -  LEESBURG (2019)
 DQ4924
 DQ4924                         *CURRENT SURVEY CONTROL
 DQ4924  ______________________________________________________________________
 DQ4924* NAD 83(2011) POSITION- 41 16 16.87231(N) 085 49 27.61455(W)   ADJUSTED
 DQ4924* NAD 83(2011) ELLIP HT-   224.773 (meters)        (04/06/17)   ADJUSTED
 DQ4924* NAD 83(2011) EPOCH   -  2010.00
 DQ4924* NAVD 88 ORTHO HEIGHT -   258.32  (meters)      847.5   (feet) GPS OBS
 DQ4924  ______________________________________________________________________
 DQ4924  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ4924  GEOID HEIGHT    -        -33.540 (meters)                     GEOID12B
 DQ4924  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 DQ4924  NAD 83(2011) X  -    349,578.022 (meters)                     COMP
 DQ4924  NAD 83(2011) Y  - -4,788,191.358 (meters)                     COMP
 DQ4924  NAD 83(2011) Z  -  4,185,268.167 (meters)                     COMP
 DQ4924  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 DQ4924
 DQ4924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4924  Standards:
 DQ4924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4924  -------------------------------------------------------------------
 DQ4924  NETWORK    0.90   1.57           0.39   0.34   0.80     -0.02261303
 DQ4924  -------------------------------------------------------------------
 DQ4924  Click here for local accuracies and other accuracy information.
 DQ4924
 DQ4924.This mark is at Warsaw Airport (ASW)
 DQ4924
 DQ4924.The horizontal coordinates were established by GPS observations
 DQ4924.and adjusted by the GRW AERIAL SURVEY in April 2017.
 DQ4924
 DQ4924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4924.been affixed to the stable North American tectonic plate. See 
 DQ4924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4924
 DQ4924.The horizontal coordinates are valid at the epoch date displayed above
 DQ4924.which is a decimal equivalence of Year/Month/Day.
 DQ4924
 DQ4924.The orthometric height was determined by GPS observations and a
 DQ4924.high-resolution geoid model.
 DQ4924
 DQ4924.GPS derived orthometric heights for airport stations designated as
 DQ4924.PACS or SACS are published to 2 decimal places.  This maintains
 DQ4924.centimeter relative accuracy between the PACS and SACS.  It does
 DQ4924.not indicate centimeter accuracy relative to other marks which are
 DQ4924.part of the published vertical control network.
 DQ4924
 DQ4924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4924.GEOID18 height accuracy estimate available here.
 DQ4924
 DQ4924.Click photographs - Photos may exist for this station.
 DQ4924
 DQ4924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4924
 DQ4924.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4924
 DQ4924.The ellipsoidal height was determined by GPS observations
 DQ4924.and is referenced to NAD 83.
 DQ4924
 DQ4924. The following values were computed from the NAD 83(2011) position.
 DQ4924
 DQ4924;                    North         East     Units Scale Factor Converg.
 DQ4924;SPC IN E     -   668,704.751    86,789.338   MT  0.99996881   -0 06 14.4
 DQ4924;SPC IN E     - 2,193,908.84    284,741.35   sFT  0.99996881   -0 06 14.4
 DQ4924;UTM  16      - 4,569,547.018   598,469.318   MT  0.99971933   +0 46 32.0
 DQ4924
 DQ4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4924!SPC IN E     -   0.99996474  x   0.99996881  =   0.99993356
 DQ4924!UTM  16      -   0.99996474  x   0.99971933  =   0.99968408
 DQ4924
 DQ4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9846969547(NAD 83)
 DQ4924
 DQ4924                          SUPERSEDED SURVEY CONTROL
 DQ4924
 DQ4924.No superseded survey control is available for this station.
 DQ4924
 DQ4924_MARKER: DD = SURVEY DISK
 DQ4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4924_STAMPING: ASW B SACS 2016
 DQ4924_PROJECTION: FLUSH
 DQ4924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4924+STABILITY: SURFACE MOTION
 DQ4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4924+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 DQ4924
 DQ4924  HISTORY     - Date     Condition        Report By
 DQ4924  HISTORY     - 20160613 MONUMENTED       GRWAS
 DQ4924
 DQ4924                          STATION DESCRIPTION
 DQ4924
 DQ4924'DESCRIBED BY GRW AERIAL SURVEY 2016 (BRN)
 DQ4924'STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTHEAST OF WARSAW, 2.1 KM
 DQ4924'(1.3 MI) SOUTHEAST OF MONOQUET AND ABOUT 11.1 KM (6.9 MI) EAST OF
 DQ4924'ATWOOD, AT THE WARSAW MUNICIPAL AIRPORT.  OWNERSHIP--WARSAW BOAC, 3000
 DQ4924'AIRPORT DR., WARSAW, IN 46582, PHONE 574-269-1337.  CONTACT AIRPORT
 DQ4924'MANAGER NICHOLAS KING AT 574-269-1337 FOR ACCESS.   FROM THE
 DQ4924'INTERSECTION OF STATE ROUTE 15 WITH COUNTY ROAD E 350 N. TRAVEL EAST
 DQ4924'ALONG COUNTY ROAD E 350 N FOR 0.5 MI (0.8 KM) TO A T INTERSECTION WITH
 DQ4924'AIRPORT ROAD.  TURN RIGHT ONTO AIRPORT ROAD AND TRAVEL SOUTH ALONG
 DQ4924'AIRPORT ROAD FOR 0.31 MI (0.50 KM) TO THE AIRPORT MAIN GATE.  TURN
 DQ4924'RIGHT AND TRAVEL WEST THROUGH THE MAIN GATE AND ACROSS THE RAMP FOR
 DQ4924'0.16 MI (0.26 KM) TO TAXIWAY B.  TURN LEFT ONTO TAXIWAY B AND TRAVEL
 DQ4924'SOUTH ALONG TAXIWAY B FOR 0.24 MI (0.39 KM) TO ITS INTERSECTION WITH
 DQ4924'TAXIWAY A.  TURN LEFT ONTO TAXIWAY A AND TRAVEL SOUTHEAST FOR 0.39 MI
 DQ4924'(0.63 KM).  CONTINUE EAST ALONG TAXIWAY A FOR 0.71 MI (1.14 KM) TO
 DQ4924'TAXIWAY A4.  TURN RIGHT ONTO TAXIWAY A4 AND TRAVEL SOUTH ALONG TAXIWAY
 DQ4924'A4, CROSSING THE END OF RUNWAY 27 AND CONTINUING INTO THE GRASS SOUTH
 DQ4924'OF THE RUNWAY AND THE STATION STRAIGHT AHEAD.
 DQ4924'
 DQ4924'THE STATION IS IN LINE WITH THE END OF RUNWAY 27, 448.4 FT (136.7 M)
 DQ4924'SOUTH-SOUTHWEST OF THE SOUTH MOST THRESHOLD LIGHT, 254 FT (77.4 M)
 DQ4924'WEST-SOUTHWEST OF A CABLE JUNCTION BOX, 261.7 FT (79.8 M)
 DQ4924'WEST-NORTHWEST OF A FENCE CORNER AND 268.4 FT (81.8 M) NORTH-NORTHWEST
 DQ4924'OF A POWER POLE WITH UNDERGROUND FEEDS.
 DQ4924'
 DQ4924'IT IS A WARSAW MUNICIPAL AIRPORT GEODETIC CONTROL DISK SET IN A 12
 DQ4924'INCH (30 CM)DIAMETER 48 INCH DEEP BELLED CONCRETE MONUMENT.  THIS
 DQ4924'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2291 ***********************************************************************
 ME2291  DESIGNATION -  ATHENS
 ME2291  PID         -  ME2291
 ME2291  STATE/COUNTY-  IN/FULTON
 ME2291  COUNTRY     -  US
 ME2291  USGS QUAD   -  ROCHESTER (2019)
 ME2291
 ME2291                         *CURRENT SURVEY CONTROL
 ME2291  ______________________________________________________________________
 ME2291* NAD 83(1997) POSITION- 41 03 15.98787(N) 086 08 24.26452(W)   ADJUSTED
 ME2291* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 ME2291  ______________________________________________________________________
 ME2291  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 ME2291  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 ME2291  HORZ ORDER      -  FIRST
 ME2291
 ME2291.The horizontal coordinates were established by classical geodetic methods
 ME2291.and adjusted by the National Geodetic Survey in May 1999.
 ME2291
 ME2291.The orthometric height was scaled from a topographic map.
 ME2291
 ME2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2291.GEOID18 height accuracy estimate available here.
 ME2291
 ME2291.Click photographs - Photos may exist for this station.
 ME2291
 ME2291.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2291
 ME2291. The following values were computed from the NAD 83(1997) position.
 ME2291
 ME2291;                    North         East     Units Scale Factor Converg.
 ME2291;SPC IN E     -   644,711.898    60,203.885   MT  0.99998615   -0 18 39.3
 ME2291;SPC IN E     - 2,115,192.29    197,518.91   sFT  0.99998615   -0 18 39.3
 ME2291;UTM  16      - 4,545,156.733   572,261.976   MT  0.99966427   +0 33 53.3
 ME2291
 ME2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2291!SPC IN E     -   0.99996704  x   0.99998615  =   0.99995319
 ME2291!UTM  16      -   0.99996704  x   0.99966427  =   0.99963132
 ME2291
 ME2291:                Primary Azimuth Mark                     Grid Az
 ME2291:SPC IN E     -  ATHENS AZ MK                             093 26 29.5
 ME2291:UTM  16      -  ATHENS AZ MK                             092 33 56.9
 ME2291
 ME2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7226145156(NAD 83)
 ME2291
 ME2291|---------------------------------------------------------------------|
 ME2291| PID    Reference Object                     Distance      Geod. Az  |
 ME2291|                                                           dddmmss.s |
 ME2291| CM2706 ATHENS AZ MK                                       0930750.2 |
 ME2291| CM2707 ATHENS RM 1                          26.645 METERS 15928     |
 ME2291| CM2708 ATHENS RM 2                          28.369 METERS 25713     |
 ME2291| ME2289 ROCHESTER CO CTHSE CLOCKTOWER       APPROX. 6.4 KM 2810148.4 |
 ME2291| ME2290 ROCHESTER MUNICIPAL TANK            APPROX. 6.4 KM 2821643.4 |
 ME2291|---------------------------------------------------------------------|
 ME2291
 ME2291                          SUPERSEDED SURVEY CONTROL
 ME2291
 ME2291  NAD 83(1986)-  41 03 15.99345(N)    086 08 24.27440(W) AD(       ) 1
 ME2291  NAD 27      -  41 03 15.84090(N)    086 08 24.28430(W) AD(       ) 1
 ME2291
 ME2291.Superseded values are not recommended for survey control.
 ME2291
 ME2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2291.See file dsdata.pdf to determine how the superseded data were derived.
 ME2291
 ME2291_MARKER: DS = TRIANGULATION STATION DISK
 ME2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2291_STAMPING: ATHENS 1947
 ME2291_MARK LOGO: CGS
 ME2291_PROJECTION: FLUSH
 ME2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2291+STABILITY: SURFACE MOTION
 ME2291
 ME2291  HISTORY     - Date     Condition        Report By
 ME2291  HISTORY     - 1947     MONUMENTED       CGS
 ME2291  HISTORY     - 1952     GOOD             CGS
 ME2291  HISTORY     - 1975     GOOD             NGS
 ME2291
 ME2291                          STATION DESCRIPTION
 ME2291
 ME2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2291'THE STATION IS LOCATED 3 MILES EAST OF ROCHESTER, 1 MILE WEST OF
 ME2291'ATHENS AND 0.1 MILE SOUTH OF REX MOORES FARM HOUSE ON PROPERTY OWNED
 ME2291'BY REX MOORE.  IT IS 64 FEET NORTH OF THE CENTER OF A T-ROAD
 ME2291'INTERSECTION, 52 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 14, 35
 ME2291'FEET WEST OF THE CENTER OF THE GRAVEL T-ROAD, 30 FEET NORTH OF A FENCE
 ME2291'CORNER AND 22 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 ME2291'FLUSH AND THE DISK IS STAMPED ATHENS 1947.
 ME2291'
 ME2291'REFERENCE MARK NO. 1 IS 87.42 FEET SOUTH OF THE STATION.  IT IS 32
 ME2291'FEET WEST OF A POWERLINE POLE, 28 FEET SOUTH OF THE CENTER OF HIGHWAY
 ME2291'14 AND 2 FEET NORTHEAST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 ME2291'DISK IS STAMPED ATHENS NO 1 1947.
 ME2291'
 ME2291'REFERENCE MARK NO. 2 IS 93.07 FEET WEST OF THE STATION.  IT IS 31 FEET
 ME2291'NORTHEAST OF THE CENTER OF HIGHWAY 14, 3 FEET NORTH OF A TELEPHONE
 ME2291'POLE AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 ME2291'AND THE DISK IS STAMPED ATHENS NO 2 1947.
 ME2291'
 ME2291'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 29 FEET
 ME2291'SOUTH OF THE CENTER OF HIGHWAY 14, 4 FEET WEST OF A WHITE WITNESS POST
 ME2291'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 ME2291'DISK IS STAMPED ATHENS 1947.
 ME2291'
 ME2291'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO EAST ON
 ME2291'STATE HIGHWAY 14 FOR 4.2 MILES TO THE STATION ON THE LEFT AS
 ME2291'DESCRIBED.
 ME2291'
 ME2291'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2291
 ME2291                          STATION RECOVERY (1952)
 ME2291
 ME2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2291'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2291'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK AND THE
 ME2291'REFERENCE MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2291'
 ME2291'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2291
 ME2291                          STATION RECOVERY (1975)
 ME2291
 ME2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2291'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND IN
 ME2291'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 ME2291'CHECKED.  THE STATION IS NOW ON PROPERTY OWNED BY MR. LOREN WILSON.
 ME2291'IT IS 54 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 14, 53 FEET
 ME2291'WEST OF POWER POLE 1141, 38 FEET WEST OF THE CENTERLINE OF A PAVED
 ME2291'ROAD AND 27 FEET NORTHWEST OF A STOP SIGN.  THE MONUMENT IS FLUSH AND
 ME2291'THE DISK IS STAMPED ATHENS 1947.
 ME2291'
 ME2291'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 14, 26
 ME2291'FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE AND 1 FOOT EAST OF
 ME2291'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ME2291'STAMPED ATHENS NO 1 1947.
 ME2291'
 ME2291'REFERENCE MARK 2 IS 128 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 ME2291'30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 14 AND 2 FEET NORTHWEST OF
 ME2291'A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 ME2291'STAMPED ATHENS NO 2 1947.
 ME2291'
 ME2291'THE AZIMUTH MARK IS 95 FEET EAST OF A POWER POLE, 29 FEET SOUTH OF THE
 ME2291'CENTERLINE OF HIGHWAY 14 AND 1.8 FEET NORTH OF A FENCE.  THE MONUMENT
 ME2291'PROJECTS 3 INCHES AND THE DISK IS STAMPED ATHENS 1947.
 ME2291'
 ME2291'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO EAST ON
 ME2291'STATE HIGHWAY 14 FOR 4.2 MILES TO A SIDE ROAD LEFT AND THE STATION AS
 ME2291'DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE AZIMUTH
 ME2291'MARK ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.
 ME2291'
 ME2291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 ME2291'ROCHESTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1772 ***********************************************************************
 KA1772  DESIGNATION -  ATHERTON
 KA1772  PID         -  KA1772
 KA1772  STATE/COUNTY-  IN/VIGO
 KA1772  COUNTRY     -  US
 KA1772  USGS QUAD   -  ROSEDALE (2019)
 KA1772
 KA1772                         *CURRENT SURVEY CONTROL
 KA1772  ______________________________________________________________________
 KA1772* NAD 83(1997) POSITION- 39 35 27.69818(N) 087 20 53.54968(W)   ADJUSTED
 KA1772* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 KA1772  ______________________________________________________________________
 KA1772  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KA1772  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 KA1772  HORZ ORDER      -  FIRST
 KA1772
 KA1772.The horizontal coordinates were established by classical geodetic methods
 KA1772.and adjusted by the National Geodetic Survey in May 1999.
 KA1772
 KA1772.The orthometric height was scaled from a topographic map.
 KA1772
 KA1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1772.GEOID18 height accuracy estimate available here.
 KA1772
 KA1772.Click photographs - Photos may exist for this station.
 KA1772
 KA1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1772
 KA1772. The following values were computed from the NAD 83(1997) position.
 KA1772
 KA1772;                    North         East     Units Scale Factor Converg.
 KA1772;SPC IN W     -   482,144.136   877,247.693   MT  0.99997304   -0 10 07.7
 KA1772;SPC IN W     - 1,581,834.55  2,878,103.47   sFT  0.99997304   -0 10 07.7
 KA1772;UTM  16      - 4,382,424.754   470,100.454   MT  0.99961101   -0 13 18.9
 KA1772
 KA1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1772!SPC IN W     -   0.99997598  x   0.99997304  =   0.99994902
 KA1772!UTM  16      -   0.99997598  x   0.99961101  =   0.99958700
 KA1772
 KA1772:                Primary Azimuth Mark                     Grid Az
 KA1772:SPC IN W     -  ATHERTON AZ MK                           007 27 21.6
 KA1772:UTM  16      -  ATHERTON AZ MK                           007 30 32.8
 KA1772
 KA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7010082424(NAD 83)
 KA1772
 KA1772|---------------------------------------------------------------------|
 KA1772| PID    Reference Object                     Distance      Geod. Az  |
 KA1772|                                                           dddmmss.s |
 KA1772| CM2709 ATHERTON AZ MK                                     0071713.9 |
 KA1772| CM2711 ATHERTON RM 2                        96.012 METERS 08550     |
 KA1772| CM2710 ATHERTON RM 1                        95.280 METERS 19850     |
 KA1772| KA1778 TERRE HAUTE RAD STA WTHI MAST       APPROX. 6.6 KM 2133109.0 |
 KA1772|---------------------------------------------------------------------|
 KA1772
 KA1772                          SUPERSEDED SURVEY CONTROL
 KA1772
 KA1772  NAD 83(1986)-  39 35 27.70414(N)    087 20 53.54067(W) AD(       ) 1
 KA1772  NAD 27      -  39 35 27.58300(N)    087 20 53.47680(W) AD(       ) 1
 KA1772
 KA1772.Superseded values are not recommended for survey control.
 KA1772
 KA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1772.See file dsdata.pdf to determine how the superseded data were derived.
 KA1772
 KA1772_MARKER: DS = TRIANGULATION STATION DISK
 KA1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1772_STAMPING: ATHERTON 1947
 KA1772_MARK LOGO: CGS
 KA1772_PROJECTION: RECESSED 30 CENTIMETERS
 KA1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1772+STABILITY: SURFACE MOTION
 KA1772
 KA1772  HISTORY     - Date     Condition        Report By
 KA1772  HISTORY     - 1947     MONUMENTED       CGS
 KA1772
 KA1772                          STATION DESCRIPTION
 KA1772
 KA1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1772'THE STATION IS LOCATED ON A PROMINENT SANDY HILL THAT IS PASTURE LAND
 KA1772'ABOUT 9 MILES NORTH-NORTHEAST OF TERRE HAUTE, 1-1/4 MI. E OF
 KA1772'U.S. HIGHWAY 41, AND ON LAND OWNED BY MR. LEO CLARK. THE MARK IS
 KA1772'ABOUT 1/4 MILE SOUTH OF THE FARM HOME OF MR. CLARK. THE MARK
 KA1772'IS 12-INCH UNDERGROUND, AND THE DISK IS STAMPED ATHERTON 1947.
 KA1772'
 KA1772'REFERENCE MARK NO. 1 IS 312.60 FEET SOUTH-SOUTHWEST OF THE STATION
 KA1772'SLOPE MEASUREMENT AND 1.5 FEET NORTH OF A WIRE FENCE. THE MARK
 KA1772'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ATHERTON NO 1 1947.
 KA1772'
 KA1772'REFERENCE MARK NO. 2 IS 315.00 FEET EAST OF THE STATION SLOPE
 KA1772'MEASUREMENT AND 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 4
 KA1772'INCHES, AND THE DISK IS STAMPED ATHERTON NO 2 1947.
 KA1772'
 KA1772'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHEAST OF THE
 KA1772'STATION, 111 FEET EAST-NORTHEAST OF THE APPROXIMATE
 KA1772'CENTERLINE OF MR. CLARKS DRIVEWAY, 17 FT.  N.  OF THE APPROXIMATE
 KA1772'CENTERLINE OF A GRAVELED ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND 1
 KA1772'FOOT EAST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK
 KA1772'IS STAMPED ATHERTON 1947.
 KA1772'
 KA1772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND U.S.
 KA1772'HIGHWAY 41 IN LYFORD, GO SOUTH ON THE LATTER FOR 4.65 MILES TO A
 KA1772'SIDE ROAD ON THE LEFT. TURN LEFT, EAST, AND GO ON THE MAIN GRAVELED
 KA1772'ROAD FOR 1.25 MILES TO THE FARM HOME OF MR. CLARK ON THE RIGHT
 KA1772'AND THE AZIMUTH MARK JUST EAST OF THE DRIVEWAY. TURN RIGHT, SOUTH, IN
 KA1772'THE DRIVEWAY OF MR. CLARK AND CONTINUE SOUTH THROUGH THE BARNYARD
 KA1772'AND ON A FARM ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF A SANDY
 KA1772'HILL AND THE STATION.
 KA1772'
 KA1772'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1528 ***********************************************************************
 LB1528  DESIGNATION -  ATTICA
 LB1528  PID         -  LB1528
 LB1528  STATE/COUNTY-  IN/FOUNTAIN
 LB1528  COUNTRY     -  US
 LB1528  USGS QUAD   -  ATTICA (2019)
 LB1528
 LB1528                         *CURRENT SURVEY CONTROL
 LB1528  ______________________________________________________________________
 LB1528* NAD 83(1997) POSITION- 40 16 47.91413(N) 087 14 42.05869(W)   ADJUSTED
 LB1528* NAVD 88 ORTHO HEIGHT -   204.094 (meters)      669.60  (feet) ADJUSTED
 LB1528  ______________________________________________________________________
 LB1528  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 LB1528  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 LB1528  DYNAMIC HEIGHT  -        203.991 (meters)      669.26  (feet) COMP
 LB1528  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB1528
 LB1528  HORZ ORDER      -  FIRST
 LB1528  VERT ORDER      -  SECOND    CLASS 0
 LB1528
 LB1528.The horizontal coordinates were established by classical geodetic methods
 LB1528.and adjusted by the National Geodetic Survey in May 1999.
 LB1528
 LB1528.The orthometric height was determined by differential leveling and
 LB1528.adjusted by the NATIONAL GEODETIC SURVEY
 LB1528.in June 1991.
 LB1528
 LB1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1528.GEOID18 height accuracy estimate available here.
 LB1528
 LB1528.Click photographs - Photos may exist for this station.
 LB1528
 LB1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1528
 LB1528.The dynamic height is computed by dividing the NAVD 88
 LB1528.geopotential number by the normal gravity value computed on the
 LB1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1528.degrees latitude (g = 980.6199 gals.).
 LB1528
 LB1528.The modeled gravity was interpolated from observed gravity values.
 LB1528
 LB1528. The following values were computed from the NAD 83(1997) position.
 LB1528
 LB1528;                    North         East     Units Scale Factor Converg.
 LB1528;SPC IN W     -   558,616.945   886,250.277   MT  0.99996899   -0 06 16.3
 LB1528;SPC IN W     - 1,832,729.09  2,907,639.45   sFT  0.99996899   -0 06 16.3
 LB1528;UTM  16      - 4,458,861.379   479,171.139   MT  0.99960534   -0 09 30.3
 LB1528
 LB1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1528!SPC IN W     -   0.99997320  x   0.99996899  =   0.99994219
 LB1528!UTM  16      -   0.99997320  x   0.99960534  =   0.99957855
 LB1528
 LB1528:                Primary Azimuth Mark                     Grid Az
 LB1528:SPC IN W     -  ATTICA AZ MK                             006 54 28.0
 LB1528:UTM  16      -  ATTICA AZ MK                             006 57 42.0
 LB1528
 LB1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7917158861(NAD 83)
 LB1528
 LB1528|---------------------------------------------------------------------|
 LB1528| PID    Reference Object                     Distance      Geod. Az  |
 LB1528|                                                           dddmmss.s |
 LB1528| LB1527 ATTICA AZ MK                                       0064811.7 |
 LB1528| LB1529 ATTICA RM 1                          41.468 METERS 26224     |
 LB1528| LB2234 ATTICA STACK                        APPROX. 1.8 KM 3400532.7 |
 LB1528| LB1530 ATTICA RM 2                          45.635 METERS 35935     |
 LB1528|---------------------------------------------------------------------|
 LB1528
 LB1528                          SUPERSEDED SURVEY CONTROL
 LB1528
 LB1528  NAD 83(1986)-  40 16 47.92233(N)    087 14 42.06950(W) AD(       ) 1
 LB1528  NAD 27      -  40 16 47.78940(N)    087 14 42.03740(W) AD(       ) 1
 LB1528  NGVD 29 (??/??/92)  204.164  (m)          669.83   (f) ADJ UNCH    2 0
 LB1528  NGVD 29             204.16   (m)          669.8    (f) LEVELING    3  
 LB1528
 LB1528.Superseded values are not recommended for survey control.
 LB1528
 LB1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1528.See file dsdata.pdf to determine how the superseded data were derived.
 LB1528
 LB1528_MARKER: DS = TRIANGULATION STATION DISK
 LB1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1528_STAMPING: ATTICA 1934
 LB1528_MARK LOGO: CGS
 LB1528_PROJECTION: FLUSH
 LB1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1528+STABILITY: SURFACE MOTION
 LB1528
 LB1528  HISTORY     - Date     Condition        Report By
 LB1528  HISTORY     - 1934     MONUMENTED       CGS
 LB1528  HISTORY     - 1946     GOOD             CGS
 LB1528  HISTORY     - 1946     GOOD             CGS
 LB1528  HISTORY     - 1948     GOOD             CGS
 LB1528  HISTORY     - 1968     GOOD             CGS
 LB1528
 LB1528                          STATION DESCRIPTION
 LB1528
 LB1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB1528'ABOUT 1.4 MILES SOUTHEAST OF ATTICA, IN THE SOUTH EDGE OF THE
 LB1528'HARRISON HILLS COUNTRY CLUB GOLF COURSE, ABOUT 0.5 MILE SOUTH OF THE
 LB1528'CLUB HOUSE, ON KNOLL AT CURVE OF GRAVEL ROAD, 30 FEET NORTH OF
 LB1528'FENCE LINE, 55 FEET NORTHEAST OF GATE LEADING INTO GOLF COURSE, 50
 LB1528'FEET NORTHWEST OF CONCRETE CORNER POST, AND IS SET FLUSH.
 LB1528'
 LB1528'TO REACH FROM ATTICA AT THE INTERSECTION OF U. S. HIGHWAY 41 AND
 LB1528'STATE HIGHWAY 28, GO SOUTH ON U. S. HIGHWAY 41 FOR 1.3 MILES TO
 LB1528'GRAVEL CROSSROADS.  THENCE EAST FOR 0.1 MILE TO CURVE AND BOARD
 LB1528'GATE ON NORTH SIDE OF THE ROAD AND STATION.
 LB1528'
 LB1528'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB1528'DISKS SET IN CONCRETE AS DESCRIBED.
 LB1528'
 LB1528'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 1 FOOT NORTH OF FENCE
 LB1528'LINE, 70 FEET WEST OF GATE, AND PROJECTS 4 INCHES.  REFERENCE MARK
 LB1528'NO. 2 IS NORTH OF THE STATION AT THE SOUTH EDGE OF FAIRWAY AND THE
 LB1528'NORTHWEST EDGE OF GULLY AND PROJECTS 1 INCH.  DISTANCE BETWEEN THE
 LB1528'REFERENCE MARKS IS 214.32 FEET.
 LB1528'
 LB1528'AZIMUTH MARK IS NORTH OF THE STATION, ON THE FIRST KNOLL SOUTH
 LB1528'SOUTHEAST OF THE CLUBHOUSE, 3 FEET WEST OF FAIRWAY, 86 FEET EAST OF
 LB1528'TRUCK TRACKS LEADING SOUTH FROM THE CLUB AND PROJECTS 1 INCH.
 LB1528
 LB1528                          STATION RECOVERY (1946)
 LB1528
 LB1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB1528'THIS STATION WAS FOUND AS DESCRIBED, ALL MARKS WERE FOUND IN GOOD
 LB1528'CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE FOR REACHING
 LB1528'STATION.
 LB1528
 LB1528                          STATION RECOVERY (1946)
 LB1528
 LB1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB1528'1.2 MI SE FROM ATTICA.
 LB1528'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1528'AT ATTICA, THENCE ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD
 LB1528'RUNNING ALONG THE SOUTH EDGE OF THE HARRISON HILL GOLF COURSE, AT
 LB1528'THE SOUTH ENTRANCE TO THE GOLF COURSE, 53 FEET NORTHEAST OF THE
 LB1528'CONCRETE GATE POST, 26 FEET NORTH OF THE FENCE LINE, 16 FEET
 LB1528'NORTHWEST OF A TWIN LOCUST TREE, AND ABOUT ONE THE HIGH POINT
 LB1528'OF A SMALL KNOLL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LB1528'ATTICA 1934 AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW
 LB1528'THE SURFACE OF THE GROUND.
 LB1528
 LB1528                          STATION RECOVERY (1948)
 LB1528
 LB1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB1528'RECOVERED AS DESCRIBED.
 LB1528
 LB1528                          STATION RECOVERY (1968)
 LB1528
 LB1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB1528'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LB1528'CONDITION.  IT IS ON THE SUMMIT OF A SMALL WOODED KNOLL AT THE
 LB1528'SOUTHEAST CORNER OF THE COUNTRY CLUB AND JUST SOUTHEAST OF A POLICE
 LB1528'RADIO TOWER.
 LB1528'
 LB1528'R. M. NO. 1 RECOVERED AS DESCRIBED.  R. M. NO. 2 IS 8 FEET NORTHEAST
 LB1528'OF A 14-INCH MAPLE TREE AND 1 INCH BELOW THE SURFACE OF THE GROUND.
 LB1528'
 LB1528'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHEAST OF THE ATTICA COUNTRY
 LB1528'CLUBHOUSE, 54 FEET EAST OF A TRACK ROAD LEADING ACROSS GOLF COURSE
 LB1528'AND 18 FEET EAST OF A 14-INCH MAPLE TREE.  THE MARK IS ABOUT FLUSH.
 LB1528'
 LB1528'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LB1528'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1527 ***********************************************************************
 LB1527  DESIGNATION -  ATTICA AZ MK
 LB1527  PID         -  LB1527
 LB1527  STATE/COUNTY-  IN/FOUNTAIN
 LB1527  COUNTRY     -  US
 LB1527  USGS QUAD   -  ATTICA (2019)
 LB1527
 LB1527                         *CURRENT SURVEY CONTROL
 LB1527  ______________________________________________________________________
 LB1527* NAD 83(1986) POSITION- 40 17 05.     (N) 087 14 39.     (W)   SCALED
 LB1527* NAVD 88 ORTHO HEIGHT -   202.796 (meters)      665.34  (feet) ADJUSTED
 LB1527  ______________________________________________________________________
 LB1527  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 LB1527  DYNAMIC HEIGHT  -        202.694 (meters)      665.01  (feet) COMP
 LB1527  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 LB1527
 LB1527  VERT ORDER      -  SECOND    CLASS 0
 LB1527
 LB1527.The horizontal coordinates were scaled from a map and have
 LB1527.an estimated accuracy of +/- 6 seconds.
 LB1527
 LB1527.The orthometric height was determined by differential leveling and
 LB1527.adjusted by the NATIONAL GEODETIC SURVEY
 LB1527.in June 1991.
 LB1527
 LB1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1527.GEOID18 height accuracy estimate available here.
 LB1527
 LB1527.Click photographs - Photos may exist for this station.
 LB1527
 LB1527.The dynamic height is computed by dividing the NAVD 88
 LB1527.geopotential number by the normal gravity value computed on the
 LB1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1527.degrees latitude (g = 980.6199 gals.).
 LB1527
 LB1527.The modeled gravity was interpolated from observed gravity values.
 LB1527
 LB1527;                    North         East    Units  Estimated Accuracy
 LB1527;SPC IN W     -   559,140.      886,320.      MT  (+/- 180 meters Scaled)
 LB1527
 LB1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792593(NAD 83)
 LB1527
 LB1527                          SUPERSEDED SURVEY CONTROL
 LB1527
 LB1527  NGVD 29 (??/??/92)  202.865  (m)          665.57   (f) ADJ UNCH    2 0
 LB1527
 LB1527.Superseded values are not recommended for survey control.
 LB1527
 LB1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1527.See file dsdata.pdf to determine how the superseded data were derived.
 LB1527
 LB1527_MARKER: DR = REFERENCE MARK DISK
 LB1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1527_STAMPING: ATTICA AZIMUTH 1934
 LB1527_MARK LOGO: CGS
 LB1527_PROJECTION: FLUSH
 LB1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1527+STABILITY: SURFACE MOTION
 LB1527
 LB1527  HISTORY     - Date     Condition        Report By
 LB1527  HISTORY     - 1934     MONUMENTED       CGS
 LB1527  HISTORY     - 1946     GOOD             CGS
 LB1527
 LB1527                          STATION DESCRIPTION
 LB1527
 LB1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1527'0.9 MI S FROM ATTICA.
 LB1527'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1527'AT ATTICA, AT THE HARRISON HILLS GOLF COURSE, ABOUT 520 FEET
 LB1527'SOUTHEAST OF THE NORTHEAST CORNER OF THE CLUB HOUSE, 18.5 FEET
 LB1527'EAST OF A 4 INCH MAPLE TREE, AND IS SET ON THE APPROXIMATE HIGH
 LB1527'POINT OF THE FIRST KNOLL SOUTHEAST OF THE CLUB HOUSE.  A STANDARD
 LB1527'REFERENCE-MARK DISK, STAMPED ATTICA AZIMUTH 1934 AND SET IN THE
 LB1527'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2212 ***********************************************************************
 LB2212  DESIGNATION -  ATTICA RAD STA KSD 207 MAST
 LB2212  PID         -  LB2212
 LB2212  STATE/COUNTY-  IN/FOUNTAIN
 LB2212  COUNTRY     -  US
 LB2212  USGS QUAD   -  ATTICA (2019)
 LB2212
 LB2212                         *CURRENT SURVEY CONTROL
 LB2212  ______________________________________________________________________
 LB2212* NAD 83(1997) POSITION- 40 17 07.68776(N) 087 14 11.29628(W)   ADJUSTED
 LB2212  ______________________________________________________________________
 LB2212  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 LB2212  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 LB2212  HORZ ORDER      -  THIRD
 LB2212
 LB2212.The horizontal coordinates were established by classical geodetic methods
 LB2212.and adjusted by the National Geodetic Survey in May 1999.
 LB2212
 LB2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2212.GEOID18 height accuracy estimate available here.
 LB2212
 LB2212.Click photographs - Photos may exist for this station.
 LB2212
 LB2212.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2212
 LB2212. The following values were computed from the NAD 83(1997) position.
 LB2212
 LB2212;                    North         East     Units Scale Factor Converg.
 LB2212;SPC IN W     -   559,225.542   886,978.018   MT  0.99996875   -0 05 56.5
 LB2212;SPC IN W     - 1,834,725.80  2,910,027.05   sFT  0.99996875   -0 05 56.5
 LB2212;UTM  16      - 4,459,469.070   479,899.188   MT  0.99960497   -0 09 10.4
 LB2212
 LB2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7989959469(NAD 83)
 LB2212
 LB2212                          SUPERSEDED SURVEY CONTROL
 LB2212
 LB2212  NAD 83(1986)-  40 17 07.69622(N)    087 14 11.30712(W) AD(       ) 3
 LB2212  NAD 27      -  40 17 07.56300(N)    087 14 11.27600(W) AD(       ) 3
 LB2212
 LB2212.Superseded values are not recommended for survey control.
 LB2212
 LB2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2212.See file dsdata.pdf to determine how the superseded data were derived.
 LB2212
 LB2212_MARKER: 42 = RADIO/TV MAST
 LB2212
 LB2212  HISTORY     - Date     Condition        Report By
 LB2212  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2212
 LB2212                          STATION DESCRIPTION
 LB2212
 LB2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2212'STATION IS THE CENTER OF THE TOP OF THE ATTICA POLICE RADIO MAST
 LB2212'LOCATED ON THE WEST SIDE OF THE CITY WATER RESERVOIR ABOUT 200 FEET
 LB2212'WEST OF 115 SOUTH MAIN STREET IN THE SOUTH SECTION OF ATTICA.  THE
 LB2212'MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY
 LB2212'WIRES, IS PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND
 LB2212'IS 150 FEET HIGH.  (HEIGHT OF MAST OBTAINED FROM OBSTRUCTION
 LB2212'LICENSE AND CHECKED BY ABNEY HAND LEVEL OBSERVATIONS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1529 ***********************************************************************
 LB1529  DESIGNATION -  ATTICA RM 1
 LB1529  PID         -  LB1529
 LB1529  STATE/COUNTY-  IN/FOUNTAIN
 LB1529  COUNTRY     -  US
 LB1529  USGS QUAD   -  ATTICA (2019)
 LB1529
 LB1529                         *CURRENT SURVEY CONTROL
 LB1529  ______________________________________________________________________
 LB1529* NAD 83(1986) POSITION- 40 16 47.74   (N) 087 14 43.80   (W)   HD_HELD1
 LB1529* NAVD 88 ORTHO HEIGHT -   201.258 (meters)      660.29  (feet) ADJUSTED
 LB1529  ______________________________________________________________________
 LB1529  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 LB1529  DYNAMIC HEIGHT  -        201.157 (meters)      659.96  (feet) COMP
 LB1529  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB1529
 LB1529  VERT ORDER      -  SECOND    CLASS 0
 LB1529
 LB1529.The horizontal coordinates were determined by differentially corrected
 LB1529.hand held GPS observations or other comparable positioning techniques
 LB1529.and have an estimated accuracy of +/- 3 meters.
 LB1529
 LB1529.The orthometric height was determined by differential leveling and
 LB1529.adjusted by the NATIONAL GEODETIC SURVEY
 LB1529.in June 1991.
 LB1529
 LB1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1529.GEOID18 height accuracy estimate available here.
 LB1529
 LB1529.Click photographs - Photos may exist for this station.
 LB1529
 LB1529.The dynamic height is computed by dividing the NAVD 88
 LB1529.geopotential number by the normal gravity value computed on the
 LB1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1529.degrees latitude (g = 980.6199 gals.).
 LB1529
 LB1529.The modeled gravity was interpolated from observed gravity values.
 LB1529
 LB1529;                    North         East    Units  Estimated Accuracy
 LB1529;SPC IN W     -   558,611.7     886,209.1     MT  (+/- 3 meters HH1 GPS) 
 LB1529
 LB1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7913058856(NAD 83)
 LB1529
 LB1529                          SUPERSEDED SURVEY CONTROL
 LB1529
 LB1529  NGVD 29 (??/??/92)  201.328  (m)          660.52   (f) ADJ UNCH    2 0
 LB1529
 LB1529.Superseded values are not recommended for survey control.
 LB1529
 LB1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1529.See file dsdata.pdf to determine how the superseded data were derived.
 LB1529
 LB1529_MARKER: DR = REFERENCE MARK DISK
 LB1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1529_STAMPING: ATTICA NO 1 1934
 LB1529_MARK LOGO: CGS
 LB1529_PROJECTION: PROJECTING 10 CENTIMETERS
 LB1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1529+STABILITY: SURFACE MOTION
 LB1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1529+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LB1529
 LB1529  HISTORY     - Date     Condition        Report By
 LB1529  HISTORY     - 1934     MONUMENTED       CGS
 LB1529  HISTORY     - 1946     GOOD             CGS
 LB1529  HISTORY     - 20200724 GOOD             WSRR
 LB1529
 LB1529                          STATION DESCRIPTION
 LB1529
 LB1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1529'1.2 MI SE FROM ATTICA.
 LB1529'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1529'AT ATTICA, THENCE ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD
 LB1529'RUNNING ALONG THE SOUTH EDGE OF THE HARRISON HILLS GOLF COURSE,
 LB1529'AT THE SOUTH ENTRANCE TO THE GOLF COURSE, 135 FEET SOUTHWEST
 LB1529'OF THE STATION MARK, 85 FEET WEST OF THE CONCRETE GATE POST, 20
 LB1529'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE FENCE LINE,
 LB1529'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 0.5
 LB1529'FOOT ABOVE THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LB1529'ATTICA NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1529'4 INCHES ABOVE GROUND.
 LB1529
 LB1529                          STATION RECOVERY (2020)
 LB1529
 LB1529'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LB1529'STATION ATTICA NOT RECOVERED DUE TO NEW HOUSE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1530 ***********************************************************************
 LB1530  DESIGNATION -  ATTICA RM 2
 LB1530  PID         -  LB1530
 LB1530  STATE/COUNTY-  IN/FOUNTAIN
 LB1530  COUNTRY     -  US
 LB1530  USGS QUAD   -  ATTICA (2019)
 LB1530
 LB1530                         *CURRENT SURVEY CONTROL
 LB1530  ______________________________________________________________________
 LB1530* NAD 83(1986) POSITION- 40 16 49.39   (N) 087 14 42.07   (W)   HD_HELD1
 LB1530* NAVD 88 ORTHO HEIGHT -   201.823 (meters)      662.15  (feet) ADJUSTED
 LB1530  ______________________________________________________________________
 LB1530  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 LB1530  DYNAMIC HEIGHT  -        201.720 (meters)      661.81  (feet) COMP
 LB1530  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB1530
 LB1530  VERT ORDER      -  SECOND    CLASS 0
 LB1530
 LB1530.The horizontal coordinates were determined by differentially corrected
 LB1530.hand held GPS observations or other comparable positioning techniques
 LB1530.and have an estimated accuracy of +/- 3 meters.
 LB1530
 LB1530.The orthometric height was determined by differential leveling and
 LB1530.adjusted by the NATIONAL GEODETIC SURVEY
 LB1530.in June 1991.
 LB1530
 LB1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1530.GEOID18 height accuracy estimate available here.
 LB1530
 LB1530.Click photographs - Photos may exist for this station.
 LB1530
 LB1530.The dynamic height is computed by dividing the NAVD 88
 LB1530.geopotential number by the normal gravity value computed on the
 LB1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1530.degrees latitude (g = 980.6199 gals.).
 LB1530
 LB1530.The modeled gravity was interpolated from observed gravity values.
 LB1530
 LB1530;                    North         East    Units  Estimated Accuracy
 LB1530;SPC IN W     -   558,662.5     886,250.1     MT  (+/- 3 meters HH1 GPS) 
 LB1530
 LB1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7917058906(NAD 83)
 LB1530
 LB1530                          SUPERSEDED SURVEY CONTROL
 LB1530
 LB1530  NGVD 29 (??/??/92)  201.892  (m)          662.37   (f) ADJ UNCH    2 0
 LB1530
 LB1530.Superseded values are not recommended for survey control.
 LB1530
 LB1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1530.See file dsdata.pdf to determine how the superseded data were derived.
 LB1530
 LB1530_MARKER: DR = REFERENCE MARK DISK
 LB1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1530_STAMPING: ATTICA NO 2 1934
 LB1530_MARK LOGO: CGS
 LB1530_PROJECTION: FLUSH
 LB1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1530+STABILITY: SURFACE MOTION
 LB1530
 LB1530  HISTORY     - Date     Condition        Report By
 LB1530  HISTORY     - 1934     MONUMENTED       CGS
 LB1530  HISTORY     - 1946     GOOD             CGS
 LB1530
 LB1530                          STATION DESCRIPTION
 LB1530
 LB1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1530'1.2 MI SE FROM ATTICA.
 LB1530'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1530'AT ATTICA, THENCE ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD
 LB1530'RUNNING ALONG THE SOUTH EDGE OF THE HARRISON HILLS GOLF COURSE,
 LB1530'AT THE SOUTH ENTRANCE TO THE GOLF COURSE, 179 FEET NORTHEAST
 LB1530'OF THE CONCRETE GATE POST, 150 FEET NORTH OF THE STATION MARK,
 LB1530'8 FEET NORTHEAST OF A 4 INCH MAPLE TREE.  A STANDARD REFERENCE
 LB1530'MARK-DISK, STAMPED ATTICA NO 2 1934 AND SET IN THE TOP OF A
 LB1530'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2234 ***********************************************************************
 LB2234  DESIGNATION -  ATTICA STACK
 LB2234  PID         -  LB2234
 LB2234  STATE/COUNTY-  IN/FOUNTAIN
 LB2234  COUNTRY     -  US
 LB2234  USGS QUAD   -  WILLIAMSPORT (2019)
 LB2234
 LB2234                         *CURRENT SURVEY CONTROL
 LB2234  ______________________________________________________________________
 LB2234* NAD 83(1997) POSITION- 40 17 42.43982(N) 087 15 07.84697(W)   ADJUSTED
 LB2234  ______________________________________________________________________
 LB2234  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 LB2234  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 LB2234  HORZ ORDER      -  THIRD
 LB2234
 LB2234.The horizontal coordinates were established by classical geodetic methods
 LB2234.and adjusted by the National Geodetic Survey in May 1999.
 LB2234
 LB2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2234.GEOID18 height accuracy estimate available here.
 LB2234
 LB2234.Click photographs - Photos may exist for this station.
 LB2234
 LB2234.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2234
 LB2234. The following values were computed from the NAD 83(1997) position.
 LB2234
 LB2234;                    North         East     Units Scale Factor Converg.
 LB2234;SPC IN W     -   560,299.844   885,644.295   MT  0.99996920   -0 06 33.1
 LB2234;SPC IN W     - 1,838,250.40  2,905,651.32   sFT  0.99996920   -0 06 33.1
 LB2234;UTM  16      - 4,460,544.235   478,566.961   MT  0.99960565   -0 09 47.1
 LB2234
 LB2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7856660544(NAD 83)
 LB2234
 LB2234                          SUPERSEDED SURVEY CONTROL
 LB2234
 LB2234  NAD 83(1986)-  40 17 42.44793(N)    087 15 07.85753(W) AD(       ) 3
 LB2234  NAD 27      -  40 17 42.31700(N)    087 15 07.82600(W) AD(       ) 3
 LB2234
 LB2234.Superseded values are not recommended for survey control.
 LB2234
 LB2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2234.See file dsdata.pdf to determine how the superseded data were derived.
 LB2234
 LB2234_MARKER: 63 = STACK
 LB2234
 LB2234  HISTORY     - Date     Condition        Report By
 LB2234  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2234
 LB2234                          STATION DESCRIPTION
 LB2234
 LB2234'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1269 ***********************************************************************
 MD1269  DESIGNATION -  ATWOOD 2 RM 3
 MD1269  PID         -  MD1269
 MD1269  STATE/COUNTY-  IN/KOSCIUSKO
 MD1269  COUNTRY     -  US
 MD1269  USGS QUAD   -  ATWOOD (2019)
 MD1269
 MD1269                         *CURRENT SURVEY CONTROL
 MD1269  ______________________________________________________________________
 MD1269* NAD 83(1986) POSITION- 41 15 19.57   (N) 085 59 00.87   (W)   HD_HELD1
 MD1269* NAVD 88 ORTHO HEIGHT -   277.513 (meters)      910.47  (feet) ADJUSTED
 MD1269  ______________________________________________________________________
 MD1269  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 MD1269  DYNAMIC HEIGHT  -        277.398 (meters)      910.10  (feet) COMP
 MD1269  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MD1269
 MD1269  VERT ORDER      -  FIRST     CLASS I
 MD1269
 MD1269.The horizontal coordinates were determined by differentially corrected
 MD1269.hand held GPS observations or other comparable positioning techniques
 MD1269.and have an estimated accuracy of +/- 3 meters.
 MD1269
 MD1269.The orthometric height was determined by differential leveling and
 MD1269.adjusted by the NATIONAL GEODETIC SURVEY
 MD1269.in June 1991.
 MD1269
 MD1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1269.GEOID18 height accuracy estimate available here.
 MD1269
 MD1269.Click photographs - Photos may exist for this station.
 MD1269
 MD1269.The dynamic height is computed by dividing the NAVD 88
 MD1269.geopotential number by the normal gravity value computed on the
 MD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1269.degrees latitude (g = 980.6199 gals.).
 MD1269
 MD1269.The modeled gravity was interpolated from observed gravity values.
 MD1269
 MD1269;                    North         East    Units  Estimated Accuracy
 MD1269;SPC IN E     -   666,973.5      73,440.9     MT  (+/- 3 meters HH1 GPS) 
 MD1269
 MD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8515267611(NAD 83)
 MD1269
 MD1269                          SUPERSEDED SURVEY CONTROL
 MD1269
 MD1269  NGVD 29 (??/??/92)  277.643  (m)          910.90   (f) ADJ UNCH    1 1
 MD1269
 MD1269.Superseded values are not recommended for survey control.
 MD1269
 MD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1269.See file dsdata.pdf to determine how the superseded data were derived.
 MD1269
 MD1269_MARKER: DR = REFERENCE MARK DISK
 MD1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1269_STAMPING: ATWOOD 2 NO 3 1967
 MD1269_MARK LOGO: CGS
 MD1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1269+STABILITY: SURFACE MOTION
 MD1269
 MD1269  HISTORY     - Date     Condition        Report By
 MD1269  HISTORY     - 1967     MONUMENTED       CGS
 MD1269  HISTORY     - 1968     GOOD             CGS
 MD1269  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1269
 MD1269                          STATION DESCRIPTION
 MD1269
 MD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1269'0.7 MI SW FROM ATWOOD.
 MD1269'ABOUT 0.1 MILE SOUTH ALONG HARRISON STREET FROM THE CROSSING OF
 MD1269'THE PENN CENTRAL RAILROAD AT ATWOOD, THENCE 0.05 MILE WEST ALONG
 MD1269'HIGH STREET, THENCE 0.25 MILE SOUTH ALONG WRAY STREET, THENCE
 MD1269'0.3 MILE WEST ALONG A FARM ROAD, IN SECTION 6, R 5 E, T 32 N,
 MD1269'26.8 FEET WEST OF THE STATION MARK DESCRIBED, ON TOP AND AT THE
 MD1269'HIGHEST PART OF THE SOUTHEAST CORNER OF A KNOLL, ABOUT LEVEL
 MD1269'WITH THE TOP OF THE KNOLL AND SET IN THE TOP OF A CONCRETE POST
 MD1269'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD1269
 MD1269                          STATION RECOVERY (1992)
 MD1269
 MD1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1269'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1268 ***********************************************************************
 MD1268  DESIGNATION -  ATWOOD 2 RM 4
 MD1268  PID         -  MD1268
 MD1268  STATE/COUNTY-  IN/KOSCIUSKO
 MD1268  COUNTRY     -  US
 MD1268  USGS QUAD   -  ATWOOD (2019)
 MD1268
 MD1268                         *CURRENT SURVEY CONTROL
 MD1268  ______________________________________________________________________
 MD1268* NAD 83(1986) POSITION- 41 15 19.90   (N) 085 59 00.76   (W)   HD_HELD1
 MD1268* NAVD 88 ORTHO HEIGHT -   277.206 (meters)      909.47  (feet) ADJUSTED
 MD1268  ______________________________________________________________________
 MD1268  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 MD1268  DYNAMIC HEIGHT  -        277.091 (meters)      909.09  (feet) COMP
 MD1268  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MD1268
 MD1268  VERT ORDER      -  FIRST     CLASS I
 MD1268
 MD1268.The horizontal coordinates were determined by differentially corrected
 MD1268.hand held GPS observations or other comparable positioning techniques
 MD1268.and have an estimated accuracy of +/- 3 meters.
 MD1268
 MD1268.The orthometric height was determined by differential leveling and
 MD1268.adjusted by the NATIONAL GEODETIC SURVEY
 MD1268.in June 1991.
 MD1268
 MD1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1268.GEOID18 height accuracy estimate available here.
 MD1268
 MD1268.Click photographs - Photos may exist for this station.
 MD1268
 MD1268.The dynamic height is computed by dividing the NAVD 88
 MD1268.geopotential number by the normal gravity value computed on the
 MD1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1268.degrees latitude (g = 980.6199 gals.).
 MD1268
 MD1268.The modeled gravity was interpolated from observed gravity values.
 MD1268
 MD1268;                    North         East    Units  Estimated Accuracy
 MD1268;SPC IN E     -   666,983.7      73,443.5     MT  (+/- 3 meters HH1 GPS) 
 MD1268
 MD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8515567621(NAD 83)
 MD1268
 MD1268                          SUPERSEDED SURVEY CONTROL
 MD1268
 MD1268  NGVD 29 (??/??/92)  277.336  (m)          909.89   (f) ADJ UNCH    1 1
 MD1268
 MD1268.Superseded values are not recommended for survey control.
 MD1268
 MD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1268.See file dsdata.pdf to determine how the superseded data were derived.
 MD1268
 MD1268_MARKER: DR = REFERENCE MARK DISK
 MD1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1268_STAMPING: ATWOOD 2 NO 4 1967
 MD1268_MARK LOGO: CGS
 MD1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1268+STABILITY: SURFACE MOTION
 MD1268
 MD1268  HISTORY     - Date     Condition        Report By
 MD1268  HISTORY     - 1967     MONUMENTED       CGS
 MD1268  HISTORY     - 1968     GOOD             CGS
 MD1268  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1268
 MD1268                          STATION DESCRIPTION
 MD1268
 MD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1268'0.7 MI SW FROM ATWOOD.
 MD1268'ABOUT 0.1 MILE SOUTH ALONG HARRISON STREET FROM THE CROSSING OF
 MD1268'THE PENN CENTRAL RAILROAD AT ATWOOD, THENCE 0.05 MILE WEST
 MD1268'ALONG HIGH STREET, THENCE 0.25 MILE SOUTH ALONG WRAY STREET,
 MD1268'THENCE 0.3 MILE WEST ALONG A FARM ROAD, IN SECTION 6, R 5 E, T
 MD1268'32 N, 33.7 FEET NORTHWEST OF THE STATION MARK, ON THE NORTHEAST
 MD1268'SLOPE OF A KNOLL, ABOUT 30 FEET NORTHEAST OF THE HIGHEST POINT
 MD1268'OF THE KNOLL, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2
 MD1268'FEET BELOW THE HIGHEST PART OF THE KNOLL AND SET IN THE TOP OF A
 MD1268'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD1268
 MD1268                          STATION RECOVERY (1992)
 MD1268
 MD1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1268'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1679 ***********************************************************************
 MD1679  DESIGNATION -  ATWOOD 3
 MD1679  PID         -  MD1679
 MD1679  STATE/COUNTY-  IN/KOSCIUSKO
 MD1679  COUNTRY     -  US
 MD1679  USGS QUAD   -  ATWOOD (2019)
 MD1679
 MD1679                         *CURRENT SURVEY CONTROL
 MD1679  ______________________________________________________________________
 MD1679* NAD 83(1997) POSITION- 41 15 38.26622(N) 085 59 00.01135(W)   NO CHECK
 MD1679* NAVD 88 ORTHO HEIGHT -   259.0   (meters)      850.    (feet) VERTCON3
 MD1679  ______________________________________________________________________
 MD1679  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 MD1679  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 MD1679  HORZ ORDER      -  THIRD
 MD1679
 MD1679.The horizontal coordinates were established by classical geodetic methods
 MD1679.and adjusted by the National Geodetic Survey in May 1999.
 MD1679
 MD1679.No horizontal observational check was made to the station.
 MD1679
 MD1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1679
 MD1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1679.GEOID18 height accuracy estimate available here.
 MD1679
 MD1679.Click photographs - Photos may exist for this station.
 MD1679
 MD1679.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1679
 MD1679. The following values were computed from the NAD 83(1997) position.
 MD1679
 MD1679;                    North         East     Units Scale Factor Converg.
 MD1679;SPC IN E     -   667,550.176    73,463.020   MT  0.99997533   -0 12 31.8
 MD1679;SPC IN E     - 2,190,120.87    241,019.92   sFT  0.99997533   -0 12 31.8
 MD1679;UTM  16      - 4,568,188.399   585,165.854   MT  0.99968926   +0 40 13.9
 MD1679
 MD1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1679!SPC IN E     -   0.99996466  x   0.99997533  =   0.99993999
 MD1679!UTM  16      -   0.99996466  x   0.99968926  =   0.99965393
 MD1679
 MD1679:                Primary Azimuth Mark                     Grid Az
 MD1679:SPC IN E     -  B 145                                    303 19 41.4
 MD1679:UTM  16      -  B 145                                    302 26 55.7
 MD1679
 MD1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8516568188(NAD 83)
 MD1679
 MD1679|---------------------------------------------------------------------|
 MD1679| PID    Reference Object                     Distance      Geod. Az  |
 MD1679|                                                           dddmmss.s |
 MD1679| CC7754 ATWOOD 3 RM 5                        12.893 METERS 00627     |
 MD1679| CC7755 ATWOOD 3 RM 6                         3.800 METERS 09354     |
 MD1679| MD1267 ATWOOD 2                            APPROX. 0.6 KM 1811200.6 |
 MD1679| MD1270 B 145                               470.833 METERS 3030709.6 |
 MD1679|---------------------------------------------------------------------|
 MD1679
 MD1679                          SUPERSEDED SURVEY CONTROL
 MD1679
 MD1679  NAD 83(1986)-  41 15 38.27041(N)    085 59 00.02069(W) AD(       ) 3
 MD1679  NAD 27      -  41 15 38.10698(N)    085 59 00.03786(W) AD(       ) 3
 MD1679  NGVD 29 (07/19/86)  259.1    (m)          850.     (f) VERT ANG       
 MD1679
 MD1679.Superseded values are not recommended for survey control.
 MD1679
 MD1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1679.See file dsdata.pdf to determine how the superseded data were derived.
 MD1679
 MD1679_MARKER: DS = TRIANGULATION STATION DISK
 MD1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1679_STAMPING: ATWOOD 3 1970
 MD1679_MARK LOGO: CGS
 MD1679_PROJECTION: FLUSH
 MD1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1679+STABILITY: SURFACE MOTION
 MD1679
 MD1679  HISTORY     - Date     Condition        Report By
 MD1679  HISTORY     - 1970     MONUMENTED       NGS
 MD1679  HISTORY     - 19960530 GOOD             USPSQD
 MD1679
 MD1679                          STATION DESCRIPTION
 MD1679
 MD1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MD1679'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY AT THE WEST EDGE OF
 MD1679'ATWOOD, 21 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 28 FEET WEST
 MD1679'OF THE CENTERLINE OF GRAVELED ROAD SOUTH TO GRAVEL PIT, 12 FEET WEST
 MD1679'OF A FENCE CORNER AND 2 FEET NORTH OF A FENCE AND A METAL WITNESS
 MD1679'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATWOOD 3
 MD1679'1970.
 MD1679'
 MD1679'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 MD1679'HARRISON STREET (MAIN INTERSECTION) IN ATWOOD, GO SOUTH ON HARRISON
 MD1679'ST. FOR 0.05 MILE TO A RAILROAD CROSSING AND A GRAVELED STREET JUST
 MD1679'SOUTH OF THE CROSSING.  TURN RIGHT ON THE GRAVELED STREET AND GO
 MD1679'WEST ON GRAVEL AND PAVEMENT FOR 0.35 MILES TO THE STATION ON THE
 MD1679'LEFT.
 MD1679'
 MD1679'TO REACH THE AZIMUTH MARK BM B 145 1946 FROM THE ABOVE
 MD1679'INTERSECTION, GO WEST ON HIGHWAY 30 FOR 0.65 MILE TO THE MARK ON THE
 MD1679'LEFT.
 MD1679'
 MD1679'REFERENCE MARK 5 IS 21 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MD1679'1 FOOT SOUTH OF A FENCE, 30 FEET WEST OF A FENCE CORNER AND 44 FEET
 MD1679'NORTH OF A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MD1679'DISK IS STAMPED ATWOOD 3 NO 5 1970.
 MD1679'
 MD1679'REFERENCE MARK 6 IS A STANDARD DISK STAMPED ATWOOD 3 NO 6 1970, SET
 MD1679'IN A DRILL HOLE IN THE 2 X 3 CONCRETE BASE OF THE FENCE CORNER POST,
 MD1679'21 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 16 FEET WEST OF
 MD1679'THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES NORTH OF THE
 MD1679'CORNER POST.
 MD1679'
 MD1679'THE AZIMUTH MARK BM B 145 1946 IS A STANDARD BENCH MARK DISK SET
 MD1679'IN A DRILL HOLE IN THE NORTHEAST END OF THE CONCRETE ABUTTMENT OF A
 MD1679'28 FOOT BRIDGE FOR RAILROAD WITH A TRACK ROAD UNDERPASS, 1 FOOT
 MD1679'WEST OF THE EAST END OF THE BRIDGE, 1 FOOT NORTHEAST OF A METAL
 MD1679'WITNESS POST, 2 FEET EAST OF A SIGN 360/09, 8 FEET NORTH OF THE
 MD1679'NORTH RAIL OF THE TRACK, AND ABOUT 200 FEET SOUTH OF THE
 MD1679'CENTERLINE OF THE HIGHWAY.  THE DISK IS STAMPED B 145 1946.
 MD1679'
 MD1679'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MD1679
 MD1679                          STATION RECOVERY (1996)
 MD1679
 MD1679'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1266 ***********************************************************************
 MD1266  DESIGNATION -  ATWOOD AZ MK
 MD1266  PID         -  MD1266
 MD1266  STATE/COUNTY-  IN/KOSCIUSKO
 MD1266  COUNTRY     -  US
 MD1266  USGS QUAD   -  ATWOOD (2019)
 MD1266
 MD1266                         *CURRENT SURVEY CONTROL
 MD1266  ______________________________________________________________________
 MD1266* NAD 83(1986) POSITION- 41 15 23.     (N) 085 58 40.     (W)   SCALED
 MD1266* NAVD 88 ORTHO HEIGHT -   252.716 (meters)      829.12  (feet) ADJUSTED
 MD1266  ______________________________________________________________________
 MD1266  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 MD1266  DYNAMIC HEIGHT  -        252.610 (meters)      828.77  (feet) COMP
 MD1266  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 MD1266
 MD1266  VERT ORDER      -  FIRST     CLASS I
 MD1266
 MD1266.The horizontal coordinates were scaled from a map and have
 MD1266.an estimated accuracy of +/- 6 seconds.
 MD1266
 MD1266.The orthometric height was determined by differential leveling and
 MD1266.adjusted by the NATIONAL GEODETIC SURVEY
 MD1266.in June 1991.
 MD1266
 MD1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1266.GEOID18 height accuracy estimate available here.
 MD1266
 MD1266.Click photographs - Photos may exist for this station.
 MD1266
 MD1266.The dynamic height is computed by dividing the NAVD 88
 MD1266.geopotential number by the normal gravity value computed on the
 MD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1266.degrees latitude (g = 980.6199 gals.).
 MD1266
 MD1266.The modeled gravity was interpolated from observed gravity values.
 MD1266
 MD1266;                    North         East    Units  Estimated Accuracy
 MD1266;SPC IN E     -   667,080.       73,930.      MT  (+/- 180 meters Scaled)
 MD1266
 MD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856677(NAD 83)
 MD1266
 MD1266                          SUPERSEDED SURVEY CONTROL
 MD1266
 MD1266  NGVD 29 (??/??/92)  252.845  (m)          829.54   (f) ADJ UNCH    1 1
 MD1266
 MD1266.Superseded values are not recommended for survey control.
 MD1266
 MD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1266.See file dsdata.pdf to determine how the superseded data were derived.
 MD1266
 MD1266_MARKER: DZ = AZIMUTH MARK DISK
 MD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1266_STAMPING: ATWOOD 1952
 MD1266_MARK LOGO: CGS
 MD1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1266+STABILITY: SURFACE MOTION
 MD1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1266+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 MD1266
 MD1266  HISTORY     - Date     Condition        Report By
 MD1266  HISTORY     - 1952     MONUMENTED       CGS
 MD1266  HISTORY     - 1968     GOOD             CGS
 MD1266  HISTORY     - 19920831 GOOD             NGS
 MD1266
 MD1266                          STATION DESCRIPTION
 MD1266
 MD1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1266'AT ATWOOD.
 MD1266'AT ATWOOD, ABOUT 0.1 MILE SOUTH ALONG HARRISON STREET FROM THE
 MD1266'CROSSING OF THE PENN CENTRAL RAILROAD, THENCE 0.05 MILE WEST
 MD1266'ALONG HIGH STREET, THENCE 0.15 MILE SOUTH ALONG WRAY STREET,
 MD1266'ABOUT 134 YARDS NORTH OF THE JUNCTION OF A DRIVEWAY LEADING WEST
 MD1266'TO A LARGE FRAME HOUSE, IN SECTION 6, R 5 E, T 32 N, 18 FEET
 MD1266'WEST OF THE CENTER LINE OF THE STREET, 6 FEET NORTH OF A TELEPHONE
 MD1266'POLE, 1 FOOT EAST OF A FENCE LINE, 1.3 FEET SOUTH OF A METAL
 MD1266'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE STREET AND SET
 MD1266'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 MD1266'LEVEL OF THE GROUND.
 MD1266
 MD1266                          STATION RECOVERY (1992)
 MD1266
 MD1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1266'IN ATWOOD, AT THE INTERSECTION OF 700 WEST ROAD AND GUALT STREET,
 MD1266'122.0 M (400.3 FT) SOUTH OF THE STREET CENTER, 120 M (393.7 FT) NORTH
 MD1266'OF THE CENTER OF A DRIVEWAY, 5.7 M (18.7 FT) WEST OF THE ROAD
 MD1266'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 MD1266'(1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 MD1266'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1898 ***********************************************************************
 MD1898  DESIGNATION -  AUBPORT
 MD1898  PID         -  MD1898
 MD1898  STATE/COUNTY-  IN/DE KALB
 MD1898  COUNTRY     -  US
 MD1898  USGS QUAD   -  AUBURN (2019)
 MD1898
 MD1898                         *CURRENT SURVEY CONTROL
 MD1898  ______________________________________________________________________
 MD1898* NAD 83(1997) POSITION- 41 18 26.02730(N) 085 04 08.29184(W)   ADJUSTED
 MD1898* NAD 83(1997) ELLIP HT-   232.749 (meters)        (05/25/99)   ADJUSTED
 MD1898* NAVD 88 ORTHO HEIGHT -   265.9   (meters)      872.    (feet) VERTCON3
 MD1898  ______________________________________________________________________
 MD1898  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 MD1898  NAD 83(1997) X  -    412,446.159 (meters)                     COMP
 MD1898  NAD 83(1997) Y  - -4,780,553.116 (meters)                     COMP
 MD1898  NAD 83(1997) Z  -  4,188,267.376 (meters)                     COMP
 MD1898  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 MD1898  HORZ ORDER      -  THIRD
 MD1898  ELLP ORDER      -  FOURTH    CLASS I
 MD1898
 MD1898.This mark is at De Kalb County Airport (07C)
 MD1898
 MD1898.The horizontal coordinates were established by GPS observations
 MD1898.and adjusted by the National Geodetic Survey in May 1999.
 MD1898
 MD1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1898
 MD1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1898.GEOID18 height accuracy estimate available here.
 MD1898
 MD1898.Click photographs - Photos may exist for this station.
 MD1898
 MD1898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1898
 MD1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1898
 MD1898.The ellipsoidal height was determined by GPS observations
 MD1898.and is referenced to NAD 83.
 MD1898
 MD1898. The following values were computed from the NAD 83(1997) position.
 MD1898
 MD1898;                    North         East     Units Scale Factor Converg.
 MD1898;SPC IN E     -   672,849.372   150,051.542   MT  0.99999749   +0 23 40.4
 MD1898;SPC IN E     - 2,207,506.65    492,294.10   sFT  0.99999749   +0 23 40.4
 MD1898;UTM  16      - 4,574,661.887   661,650.129   MT  0.99992160   +1 16 29.8
 MD1898
 MD1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1898!SPC IN E     -   0.99996349  x   0.99999749  =   0.99996098
 MD1898!UTM  16      -   0.99996349  x   0.99992160  =   0.99988510
 MD1898
 MD1898:                Primary Azimuth Mark                     Grid Az
 MD1898:SPC IN E     -  AUBPORT AZ MK                            269 00 15.6
 MD1898:UTM  16      -  AUBPORT AZ MK                            268 07 26.2
 MD1898
 MD1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6165074661(NAD 83)
 MD1898
 MD1898|---------------------------------------------------------------------|
 MD1898| PID    Reference Object                     Distance      Geod. Az  |
 MD1898|                                                           dddmmss.s |
 MD1898| MD1899 AUBPORT AZ MK                       413.972 METERS 2692356.0 |
 MD1898|---------------------------------------------------------------------|
 MD1898
 MD1898                          SUPERSEDED SURVEY CONTROL
 MD1898
 MD1898  NAD 83(1995)-  41 18 26.02834(N)    085 04 08.29983(W) AD(       ) 3
 MD1898  NAD 83(1986)-  41 18 26.02958(N)    085 04 08.30253(W) AD(       ) 3
 MD1898  NAD 27      -  41 18 25.85548(N)    085 04 08.41716(W) AD(       ) 3
 MD1898  NGVD 29 (02/23/89)  266.0    (m)  RAPSU86  model used  GPS OBS        
 MD1898
 MD1898.Superseded values are not recommended for survey control.
 MD1898
 MD1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1898.See file dsdata.pdf to determine how the superseded data were derived.
 MD1898
 MD1898_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1898_STAMPING: AUBPORT 1988
 MD1898_MARK LOGO: NGS
 MD1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1898+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MD1898
 MD1898  HISTORY     - Date     Condition        Report By
 MD1898  HISTORY     - 1988     MONUMENTED       NGS
 MD1898  HISTORY     - 20100514 MARK NOT FOUND   BFSINC
 MD1898
 MD1898                          STATION DESCRIPTION
 MD1898
 MD1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1898'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF AUBURN, 1.6 KM
 MD1898'(1.00 MI) EAST OF INTERSTATE HIGHWAY 69 AND AT THE AUBURN-DE KALB
 MD1898'COUNTY AIRPORT.  BEFORE THIS STATION WAS OCCUPIED IT WAS DICOVERED
 MD1898'THAT THE DISK STAMPED AUBPORT 1986 WAS KNOCKED OUT LEAVING JUST THE
 MD1898'STEM.  A NEW DISK WAS SET IN THE ORIGINAL STEM HOLE AND STAMPED WITH
 MD1898'NEW DATE.  IT IS LIKELY THAT THE SURFACE MARK IS NOT PLUMBED EXACTLY
 MD1898'OVER UNDERGROUND MARK.  OWNERSHIP--SUNRISE AVIATION, DE KALB COUNTY
 MD1898'AIRPORT, COUNTY ROAD 60, AUBURN, IN 46706, PHONE 219-925-2468.
 MD1898'AIRPORT MANAGER IS LARRY THRUSH.
 MD1898'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 MD1898'COUNTY ROAD 11A, EXIT 126, 6.4 KM (4.00 MI) SOUTH OF AUBURN, GO EAST
 MD1898'ON COUNTY ROAD 11A FOR 1.3 KM (0.80 MI) TO JUNCTION OF STATE ROAD
 MD1898'427.  TURN RIGHT AND GO SOUTH FOR 2.7 KM (1.70 MI) TO COUNTY ROAD 60.
 MD1898'TURN LEFT AND GO EAST ON COUNTY ROAD 60 FOR 0.8 KM (0.50 MI) TO
 MD1898'AIRPORT OFFICE ON THE RIGHT.  FROM SOUTHEAST CORNER OF OFFICE GO
 MD1898'SOUTHERLY ACROSS APRON ONTO TAXIWAY FOR 0.2 KM (0.10 MI) TO JUNCTION
 MD1898'OF RUNWAY AND THE STATION ON THE LEFT.
 MD1898'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---AUBPORT
 MD1898'1988---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1898'FLUSH WITH THE GROUND.  LOCATED 12.4 M (40.7 FT) EAST FROM CENTER OF
 MD1898'TAXIWAY, 11.9 M (39.0 FT) NORTH FROM CENTER OF RUNWAY AND 1.6 M
 MD1898'(5.2 FT) SOUTH FROM A BLUE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS
 MD1898'POST.
 MD1898'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1898'DESCRIBED BY D.L. ADAMS.
 MD1898
 MD1898                          STATION RECOVERY (2010)
 MD1898
 MD1898'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (JRC)
 MD1898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1899 ***********************************************************************
 MD1899  DESIGNATION -  AUBPORT AZ MK
 MD1899  PID         -  MD1899
 MD1899  STATE/COUNTY-  IN/DE KALB
 MD1899  COUNTRY     -  US
 MD1899  USGS QUAD   -  AUBURN (2019)
 MD1899
 MD1899                         *CURRENT SURVEY CONTROL
 MD1899  ______________________________________________________________________
 MD1899* NAD 83(1997) POSITION- 41 18 25.88614(N) 085 04 26.08688(W)   ADJUSTED
 MD1899* NAD 83(1997) ELLIP HT-   230.648 (meters)        (05/25/99)   ADJUSTED
 MD1899* NAVD 88 ORTHO HEIGHT -   263.8   (meters)      865.    (feet) VERTCON3
 MD1899  ______________________________________________________________________
 MD1899  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 MD1899  NAD 83(1997) X  -    412,033.838 (meters)                     COMP
 MD1899  NAD 83(1997) Y  - -4,780,589.973 (meters)                     COMP
 MD1899  NAD 83(1997) Z  -  4,188,262.718 (meters)                     COMP
 MD1899  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 MD1899  HORZ ORDER      -  THIRD
 MD1899  ELLP ORDER      -  FOURTH    CLASS I
 MD1899
 MD1899.This mark is at De Kalb County Airport (07C)
 MD1899
 MD1899.The horizontal coordinates were established by GPS observations
 MD1899.and adjusted by the National Geodetic Survey in May 1999.
 MD1899
 MD1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1899
 MD1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1899.GEOID18 height accuracy estimate available here.
 MD1899
 MD1899.Click photographs - Photos may exist for this station.
 MD1899
 MD1899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1899
 MD1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1899
 MD1899.The ellipsoidal height was determined by GPS observations
 MD1899.and is referenced to NAD 83.
 MD1899
 MD1899. The following values were computed from the NAD 83(1997) position.
 MD1899
 MD1899;                    North         East     Units Scale Factor Converg.
 MD1899;SPC IN E     -   672,842.179   149,637.634   MT  0.99999698   +0 23 28.6
 MD1899;SPC IN E     - 2,207,483.05    490,936.14   sFT  0.99999698   +0 23 28.6
 MD1899;UTM  16      - 4,574,648.336   661,236.412   MT  0.99991995   +1 16 18.0
 MD1899
 MD1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1899!SPC IN E     -   0.99996382  x   0.99999698  =   0.99996080
 MD1899!UTM  16      -   0.99996382  x   0.99991995  =   0.99988378
 MD1899
 MD1899:                Primary Azimuth Mark                     Grid Az
 MD1899:SPC IN E     -  AUBPORT                                  089 00 15.7
 MD1899:UTM  16      -  AUBPORT                                  088 07 26.3
 MD1899
 MD1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6123674648(NAD 83)
 MD1899
 MD1899|---------------------------------------------------------------------|
 MD1899| PID    Reference Object                     Distance      Geod. Az  |
 MD1899|                                                           dddmmss.s |
 MD1899| MD1898 AUBPORT                             413.972 METERS 0892344.3 |
 MD1899|---------------------------------------------------------------------|
 MD1899
 MD1899                          SUPERSEDED SURVEY CONTROL
 MD1899
 MD1899  NAD 83(1995)-  41 18 25.88718(N)    085 04 26.09487(W) AD(       ) 3
 MD1899  NAD 83(1986)-  41 18 25.88842(N)    085 04 26.09757(W) AD(       ) 3
 MD1899  NAD 27      -  41 18 25.71434(N)    085 04 26.21158(W) AD(       ) 3
 MD1899  NGVD 29 (02/23/89)  263.9    (m)  RAPSU86  model used  GPS OBS        
 MD1899
 MD1899.Superseded values are not recommended for survey control.
 MD1899
 MD1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1899.See file dsdata.pdf to determine how the superseded data were derived.
 MD1899
 MD1899_MARKER: DZ = AZIMUTH MARK DISK
 MD1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1899_STAMPING: AUBPORT 1986
 MD1899_MARK LOGO: NGS
 MD1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1899+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MD1899
 MD1899  HISTORY     - Date     Condition        Report By
 MD1899  HISTORY     - 1988     MONUMENTED       NGS
 MD1899  HISTORY     - 20100514 MARK NOT FOUND   BFSINC
 MD1899
 MD1899                          STATION DESCRIPTION
 MD1899
 MD1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1899'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF AUBURN, 1.6 KM
 MD1899'(1.00 MI) EAST OF INTERSTATE HIGHWAY 69 AND AT THE AUBURN-DE KALB
 MD1899'COUNTY AIRPORT.  OWNERSHIP--SUNRISE AVIATION, DE KALB COUNTY AIRPORT,
 MD1899'COUNTY ROAD 60, AUBURN, IN 46706, PHONE 219-925-2468.  AIRPORT
 MD1899'MANAGER IS LARRY THRUSH.
 MD1899'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 MD1899'COUNTY ROAD 11A, EXIT 126, 6.4 KM (4.00 MI) SOUTH OF AUBURN, GO EAST
 MD1899'ON COUNTY ROAD 11A FOR 1.3 KM (0.80 MI) TO JUNCTION OF STATE ROAD
 MD1899'427.  TURN RIGHT AND GO SOUTH FOR 2.7 KM (1.70 MI) TO COUNTY ROAD 60.
 MD1899'TURN LEFT AND GO EAST ON COUNTY ROAD 60 FOR 0.8 KM (0.50 MI) TO
 MD1899'AIRPORT OFFICE ON THE RIGHT.  FROM SOUTHEAST CORNER OF OFFICE GO
 MD1899'SOUTHERLY ACROSS APRON ONTO TAXIWAY FOR 0.2 KM (0.10 MI) TO JUNCTION
 MD1899'OF RUNWAY.  TURN RIGHT AND GO WEST ALONG RUNWAY FOR 0.43 KM (0.25
 MD1899'MI)TO THE END OF RUNWAY 9 AND THE MARK ON THE RIGHT.
 MD1899'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---AUBPORT
 MD1899'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1899'FLUSH WITH THE GROUND.  LOCATED 13.25 M (43.5 FT) NORTH-NORTHEAST
 MD1899'FROM CENTER OF RUNWAY, 2.25 M (7.4 FT) NORTH FROM A RED AND BLUE
 MD1899'RUNWAY END MARKER LIGHT AND 1.15 M (3.8 FT) SOUTHWEST FROM A RED AND
 MD1899'BLUE RUNWAY END MARKER LIGHT AND FIBERGLASS WITNESS POST.
 MD1899'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1899'DESCRIBED BY D.L. ADAMS.
 MD1899
 MD1899                          STATION RECOVERY (2010)
 MD1899
 MD1899'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (JRC)
 MD1899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1524 ***********************************************************************
 MD1524  DESIGNATION -  AUBURN
 MD1524  PID         -  MD1524
 MD1524  STATE/COUNTY-  IN/DE KALB
 MD1524  COUNTRY     -  US
 MD1524  USGS QUAD   -  WATERLOO (2019)
 MD1524
 MD1524                         *CURRENT SURVEY CONTROL
 MD1524  ______________________________________________________________________
 MD1524* NAD 83(1997) POSITION- 41 22 52.64606(N) 085 03 36.54949(W)   ADJUSTED
 MD1524* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 MD1524  ______________________________________________________________________
 MD1524  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 MD1524  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MD1524  HORZ ORDER      -  THIRD
 MD1524
 MD1524.The horizontal coordinates were established by classical geodetic methods
 MD1524.and adjusted by the National Geodetic Survey in May 1999.
 MD1524
 MD1524.The orthometric height was scaled from a topographic map.
 MD1524
 MD1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1524.GEOID18 height accuracy estimate available here.
 MD1524
 MD1524.Click photographs - Photos may exist for this station.
 MD1524
 MD1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1524
 MD1524. The following values were computed from the NAD 83(1997) position.
 MD1524
 MD1524;                    North         East     Units Scale Factor Converg.
 MD1524;SPC IN E     -   681,079.511   150,732.397   MT  0.99999833   +0 24 03.4
 MD1524;SPC IN E     - 2,234,508.36    494,527.87   sFT  0.99999833   +0 24 03.4
 MD1524;UTM  16      - 4,582,900.902   662,204.311   MT  0.99992380   +1 16 57.5
 MD1524
 MD1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1524!SPC IN E     -   0.99996319  x   0.99999833  =   0.99996152
 MD1524!UTM  16      -   0.99996319  x   0.99992380  =   0.99988699
 MD1524
 MD1524:                Primary Azimuth Mark                     Grid Az
 MD1524:SPC IN E     -  CONCORD                                  104 37 01.6
 MD1524:UTM  16      -  CONCORD                                  103 44 07.5
 MD1524
 MD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6220482900(NAD 83)
 MD1524
 MD1524|---------------------------------------------------------------------|
 MD1524| PID    Reference Object                     Distance      Geod. Az  |
 MD1524|                                                           dddmmss.s |
 MD1524| MD1423 N 162                                29.723 METERS 01827     |
 MD1524| MD1824 CONCORD                             APPROX. 7.4 KM 1050105.0 |
 MD1524| MD0690 P 162                                10.970 METERS 24419     |
 MD1524| MD1422 M 162                               165.897 METERS 28116     |
 MD1524| CC7757 AUBURN RM 1                          27.688 METERS 30410     |
 MD1524| CC7756 AUBURN AZ MK                                       3175808.7 |
 MD1524|---------------------------------------------------------------------|
 MD1524
 MD1524                          SUPERSEDED SURVEY CONTROL
 MD1524
 MD1524  NAD 83(1995)-  41 22 52.64633(N)    085 03 36.55244(W) AD(       ) 3
 MD1524  NAD 83(1986)-  41 22 52.64698(N)    085 03 36.56307(W) AD(       ) 3
 MD1524  NAD 27      -  41 22 52.46860(N)    085 03 36.67760(W) AD(       ) 3
 MD1524
 MD1524.Superseded values are not recommended for survey control.
 MD1524
 MD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1524.See file dsdata.pdf to determine how the superseded data were derived.
 MD1524
 MD1524_MARKER: DS = TRIANGULATION STATION DISK
 MD1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1524_STAMPING: AUBURN 1947
 MD1524_MARK LOGO: CGS
 MD1524_PROJECTION: FLUSH
 MD1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1524+STABILITY: SURFACE MOTION
 MD1524
 MD1524  HISTORY     - Date     Condition        Report By
 MD1524  HISTORY     - 1947     MONUMENTED       CGS
 MD1524  HISTORY     - 1963     GOOD             CGS
 MD1524
 MD1524                          STATION DESCRIPTION
 MD1524
 MD1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1524'STATION IS LOCATED IN THE NORTH END OF AUBURN ON THE AUBURN AIRPORT.
 MD1524'IT IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL METAL HANGAR,
 MD1524'44.3 FEET NORTHWEST OF THE CORNER OF THE GARAGE AND THE NORTH SIDE OF
 MD1524'THE MAIN HANGAR AND 42 FEET NORTHEAST OF NORTHWEST CORNER OF THE MAIN
 MD1524'HANGAR.  THE MARK IS FLUSH AND THE DISK IS STAMPED AUBURN 1947.
 MD1524'
 MD1524'REFERENCE MARK NO. 1 IS 90.84 FEET NORTHWEST OF THE STATION.  IT IS 91
 MD1524'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN HANGAR AND 39 FEET
 MD1524'WEST OF THE SOUTHWEST CORNER OF THE SMALL HANGAR.  THE MARK IS FLUSH
 MD1524'AND THE DISK IS STAMPED AUBURN NO 1 1947.
 MD1524'
 MD1524'P 162 (USC AND GS) BM IS 35.99 FEET SOUTHWEST OF THE STATION IN THE
 MD1524'CONCRETE DOOR SUPPORT OF THE MAIN HANGAR AND 13 FEET NORTH OF THE
 MD1524'NORTHWEST CORNER OF THE HANGAR.  IT IS A STANDARD USC AND GS BM DISK
 MD1524'SET IN A DRILL HOLE ON TOP OF THE CONCRETE SUPPORT AND STAMPED P 162
 MD1524'1946.
 MD1524'
 MD1524'M 162 (USC AND GS) BM IS 544.28 FEET NORTHWEST OF THE STATION NEAR THE
 MD1524'ENTRANCE TO THE AIRPORT.  IT IS 22 FEET NORTH OF THE GATE, 27 FEET
 MD1524'EAST OF THE CENTER OF THE ROAD AND 2 FEET EAST OF THE FENCE.  THE MARK
 MD1524'IS A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES WITH A
 MD1524'STANDARD USC AND GS BM DISK STAMPED M 162 1946.
 MD1524'
 MD1524'N 162 (USC AND GS) BM IS 97.52 FEET NORTHEAST OF THE STATION.  IT IS
 MD1524'100 FEET NORTH OF THE MAIN HANGAR AND ONE FOOT WEST OF THE FENCE.  THE
 MD1524'MARK IS A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES WITH A
 MD1524'STANDARD USC AND GS BM DISK STAMPED N 162 1946.
 MD1524'
 MD1524'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION ON THE WEST
 MD1524'SIDE OF THE ROAD.  IT IS 23 FEET WEST OF THE CENTER OF THE ROAD, 3
 MD1524'FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF THE FENCE.  THE
 MD1524'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AUBURN 1947.
 MD1524'
 MD1524'TO REACH THE STATION FROM THE COURTHOUSE IN AUBURN GO WEST ON WEST
 MD1524'SEVENTH STREET FOR 0.35 MILE TO NORTH INDIANA STREET, TURN RIGHT ON
 MD1524'NORTH INDIANA STREET AND GO ONE MILE TO THE ENTRANCE TO THE AUBURN
 MD1524'AIRPORT,* TURN RIGHT AND GO 0.1 MILE TO THE MAIN HANGAR AND STATION AS
 MD1524'DESCRIBED.  *TO REACH THE AZIMUTH FROM THIS POINT CONTINUE NORTH 0.1
 MD1524'MILE TO THE AZIMUTH MARK AS DESCRIBED.
 MD1524'
 MD1524'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1524
 MD1524                          STATION RECOVERY (1963)
 MD1524
 MD1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1524'RECOVERED ONLY THE STATION MARK AND ONE REFERENCE MARK (BENCH MARK P
 MD1524'162), THOSE IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 MD1524'ANOTHER REFERENCE MARK (M 162 FENCH MARK) WAS FOUND DESTROYED AND THE
 MD1524'DISK RECLAIMED BY THE UNDERSIGNED ON 26 SEPT. 1961.  THE OTHER OR
 MD1524'THIRD REFERENCE MARK (BENCH MARK N 162) WAS REPORTED DESTROYED IN 1955
 MD1524'(NOTED ON BENCH MARK RECORDS ONLY OF THOSE AVAILABLE TO THIS WRITER)
 MD1524'AND THIS IS EVIDENTLY TRUE.  NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND
 MD1524'AND IT IS SUSPECTED THAT IT IS DESTROYED.
 MD1524'
 MD1524'ABOUT 0.3 MILE W ALONG W. 7TH STREET OR NO. 8 INDIANA HWY. FROM THE NW
 MD1524'CORNER OF THE COURTHOUSE SQUARE IN AUBURN AND TURN RIGHT, THENCE 1.0
 MD1524'MILES N ALONG INDIANA AVE. AND ITS EXTENSION ASHLEY ROAD, THENCE 0.15
 MD1524'MILE EASTERLY TO MUNICIPAL AIRPORT HANGAR AND THE STATION, 27.4 FEET N
 MD1524'OF CONCRETE-BLOCK N WALL OF MAIN HANGAR, 26.8 FEET N OF PLANE OF N
 MD1524'WALL OF REINFORCING COLUMNS IN SAID WALL, 42 FEET NE OF NW CORNER OF
 MD1524'THE HANGAR, ABOUT 0.5 FOOT NE OF CENTER OF BOTTOM OF 4-LEGGED APPROX.
 MD1524'50-FOOT STEEL AIRPORT BEACON TOWER, 1.4 FEET LOWER THAN BENCH MARK P
 MD1524'162, FLUSH, STANDARD DISKS IN 1A AND 7A STAMPED AUBURN 1947.
 MD1524'
 MD1524'COAST SURVEY BENCH MARK STAMPED P 162 1946 IS 35.96 FEET OR 10.961
 MD1524'METERS WSW IN AZIMUTH 64 DEG. 19 MIN.  FROM STATION, 13 FEET N OF NW
 MD1524'CORNER OF THE HANGAR, A STANDARD BENCH MARK DISK IS CEMENTED IN A
 MD1524'DRILL HOLE IN TOP OF THE CONCRETE SUPPORT OF THE SLIDING DOORS OF THE
 MD1524'HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1531 ***********************************************************************
 MD1531  DESIGNATION -  AUBURN BORG WARNER MFG TANK
 MD1531  PID         -  MD1531
 MD1531  STATE/COUNTY-  IN/DE KALB
 MD1531  COUNTRY     -  US
 MD1531  USGS QUAD   -  AUBURN (2019)
 MD1531
 MD1531                         *CURRENT SURVEY CONTROL
 MD1531  ______________________________________________________________________
 MD1531* NAD 83(1997) POSITION- 41 21 27.03857(N) 085 03 19.54492(W)   ADJUSTED
 MD1531  ______________________________________________________________________
 MD1531  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 MD1531  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 MD1531  HORZ ORDER      -  THIRD
 MD1531
 MD1531.The horizontal coordinates were established by classical geodetic methods
 MD1531.and adjusted by the National Geodetic Survey in May 1999.
 MD1531
 MD1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1531.GEOID18 height accuracy estimate available here.
 MD1531
 MD1531.Click photographs - Photos may exist for this station.
 MD1531
 MD1531.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1531
 MD1531. The following values were computed from the NAD 83(1997) position.
 MD1531
 MD1531;                    North         East     Units Scale Factor Converg.
 MD1531;SPC IN E     -   678,441.339   151,146.121   MT  0.99999885   +0 24 14.0
 MD1531;SPC IN E     - 2,225,852.96    495,885.23   sFT  0.99999885   +0 24 14.0
 MD1531;UTM  16      - 4,580,269.602   662,658.538   MT  0.99992562   +1 17 06.6
 MD1531
 MD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6265880269(NAD 83)
 MD1531
 MD1531                          SUPERSEDED SURVEY CONTROL
 MD1531
 MD1531  NAD 83(1995)-  41 21 27.03836(N)    085 03 19.54787(W) AD(       ) 3
 MD1531  NAD 83(1986)-  41 21 27.03968(N)    085 03 19.55835(W) AD(       ) 3
 MD1531  NAD 27      -  41 21 26.86200(N)    085 03 19.67300(W) AD(       ) 3
 MD1531
 MD1531.Superseded values are not recommended for survey control.
 MD1531
 MD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1531.See file dsdata.pdf to determine how the superseded data were derived.
 MD1531
 MD1531_MARKER: 53 = ELEVATED TANK
 MD1531
 MD1531  HISTORY     - Date     Condition        Report By
 MD1531  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1531  HISTORY     - 1963     GOOD             CGS
 MD1531
 MD1531                          STATION DESCRIPTION
 MD1531
 MD1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1531'STATION IS LOCATED IN THE EAST SECTION OF AUBURN ABOUT 0.5 MILE EAST
 MD1531'OF THE COURTHOUSE IN
 MD1531'AUBURN.  IT IS A CONICAL SHAPED WATER TANK ATOP A FOUR LEGGED STEEL
 MD1531'STRUCTURE ABOUT 125 FEET HIGH.  IT IS
 MD1531'PAINTED SILVER WITH THE LEGEND BORG WARNER MFG. CO. PAINTED
 MD1531'IN LARGE BLACK LETTERS ON THE EAST AND WEST
 MD1531'SIDE OF THE TANK.  THE POINT OBSERVED ON WAS
 MD1531'THE SMALL BALL AT THE APEX OF THE ROOF.
 MD1531'
 MD1531'THIS IS AN INTERSECTION STATION.
 MD1531
 MD1531                          STATION RECOVERY (1963)
 MD1531
 MD1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1531'RECOVERED IN GOOD CONDITION ABOUT 0.6 MILE S ALONG S. MAIN STREET AND
 MD1531'NO. 427 INDIANA HWY. FROM THE SW
 MD1531'CORNER OF THE COURTHOUSE SQUARE IN AUBURN, AN ESTIMATED 100 YARDS SSE
 MD1531'OF W. ENSLEY AVENUE OR 75 YARDS SSE OF
 MD1531'A BRANCH LINE OF PENNSYLVANIA RAILROAD, AN ESTIMATED
 MD1531'125 YARDS ESE OF NO. 427 HWY., A CONICAL ROOF
 MD1531'CYLINDRICAL TANK OF STEEL ON FOUR LEGS AND
 MD1531'AN ESTIMATED 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DF3916 ***********************************************************************
 DF3916  HT_MOD      -  This is a Height Modernization Survey Station.
 DF3916  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3916  DESIGNATION -  AUBURN COOP CORS ARP
 DF3916  CORS_ID     -  AUBN
 DF3916  PID         -  DF3916
 DF3916  STATE/COUNTY-  IN/DE KALB
 DF3916  COUNTRY     -  US
 DF3916  USGS QUAD   -  AUBURN (2019)
 DF3916
 DF3916                         *CURRENT SURVEY CONTROL
 DF3916  ______________________________________________________________________
 DF3916* NAD 83(2011) POSITION- 41 21 57.49367(N) 085 03 15.86918(W)   ADJUSTED
 DF3916* NAD 83(2011) ELLIP HT-   244.462 (meters)        (04/??/25)   ADJUSTED
 DF3916* NAD 83(2011) EPOCH   -  2010.00
 DF3916* NAVD 88 ORTHO HEIGHT -   277.67  (meters)      911.0   (feet) GPS OBS
 DF3916  ______________________________________________________________________
 DF3916  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 DF3916  NAD 83(2011) X  -    413,290.416 (meters)                     COMP
 DF3916  NAD 83(2011) Y  - -4,776,163.957 (meters)                     COMP
 DF3916  NAD 83(2011) Z  -  4,193,173.613 (meters)                     COMP
 DF3916
 DF3916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF3916  Standards:
 DF3916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF3916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF3916  -------------------------------------------------------------------
 DF3916  NETWORK    0.11   0.13           0.04   0.05   0.06     -0.37500300
 DF3916  -------------------------------------------------------------------
 DF3916
 DF3916.The coordinates were established by GPS observations
 DF3916.and adjusted by the National Geodetic Survey in April 2025.
 DF3916
 DF3916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF3916.been affixed to the stable North American Tectonic Plate. 
 DF3916
 DF3916.The coordinates are valid at the epoch date displayed above
 DF3916.which is a decimal equivalence of Year/Month/Day.
 DF3916
 DF3916.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF3916.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF3916.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF3916.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF3916.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF3916.published epoch of 2010.00.
 DF3916
 DF3916.Additional information on MYCS is available at:
 DF3916.https://geodesy.noaa.gov/CORS/index.shtml
 DF3916
 DF3916.The orthometric height was determined by GPS observations and a
 DF3916.high-resolution geoid model using precise GPS observation and
 DF3916.processing techniques.
 DF3916
 DF3916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3916.GEOID18 height accuracy estimate available here.
 DF3916
 DF3916.The PID for the CORS L1 Phase Center is DR4823.
 DF3916
 DF3916.Click photographs - Photos may exist for this station.
 DF3916
 DF3916.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3916
 DF3916.The ellipsoidal height was determined by GPS observations
 DF3916.and is referenced to NAD 83.
 DF3916
 DF3916. The following values were computed from the NAD 83(2011) position.
 DF3916
 DF3916;                    North         East     Units Scale Factor Converg.
 DF3916;SPC IN E     -   679,381.465   151,224.923   MT  0.99999895   +0 24 16.7
 DF3916;SPC IN E     - 2,228,937.36    496,143.77   sFT  0.99999895   +0 24 16.7
 DF3916;UTM  16      - 4,581,210.759   662,722.866   MT  0.99992587   +1 17 09.8
 DF3916
 DF3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3916!SPC IN E     -   0.99996166  x   0.99999895  =   0.99996061
 DF3916!UTM  16      -   0.99996166  x   0.99992587  =   0.99988753
 DF3916
 DF3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6272281210(NAD 83)
 DF3916
 DF3916                          SUPERSEDED SURVEY CONTROL
 DF3916
 DF3916  NAD 83(2011)-  41 21 57.49388(N)    085 03 15.86928(W) AD(2010.00) c
 DF3916  ELLIP H (05/??/21)  244.455  (m)                       GP(2010.00) c c
 DF3916  NAD 83(2011)-  41 21 57.49402(N)    085 03 15.86929(W) AD(2010.00) c
 DF3916  ELLIP H (06/??/19)  244.473  (m)                       GP(2010.00) c c
 DF3916  NAD 83(2011)-  41 21 57.49377(N)    085 03 15.86920(W) AD(2010.00) c
 DF3916  NAD 83(2011)-  41 21 57.49399(N)    085 03 15.86924(W) AD(2010.00) c
 DF3916  ELLIP H (08/??/11)  244.473  (m)                       GP(2010.00) c c
 DF3916  NAD 83(CORS)-  41 21 57.49400(N)    085 03 15.87018(W) AD(2002.00) c
 DF3916  ELLIP H (02/??/03)  244.473  (m)                       GP(2002.00) c c
 DF3916
 DF3916.Superseded values are not recommended for survey control.
 DF3916
 DF3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3916.See file dsdata.pdf to determine how the superseded data were derived.
 DF3916
 DF3916_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3916
 DF3916                          STATION DESCRIPTION
 DF3916
 DF3916'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF3916'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF3916'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF3916'AND LOG FILES ACCESSIBLE AT:
 DF3916'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1530 ***********************************************************************
 MD1530  DESIGNATION -  AUBURN MUNICIPAL TANK
 MD1530  PID         -  MD1530
 MD1530  STATE/COUNTY-  IN/DE KALB
 MD1530  COUNTRY     -  US
 MD1530  USGS QUAD   -  AUBURN (2019)
 MD1530
 MD1530                         *CURRENT SURVEY CONTROL
 MD1530  ______________________________________________________________________
 MD1530* NAD 83(1997) POSITION- 41 21 54.35110(N) 085 03 54.83824(W)   ADJUSTED
 MD1530  ______________________________________________________________________
 MD1530  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 MD1530  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 MD1530  HORZ ORDER      -  THIRD
 MD1530
 MD1530.The horizontal coordinates were established by classical geodetic methods
 MD1530.and adjusted by the National Geodetic Survey in May 1999.
 MD1530
 MD1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1530.GEOID18 height accuracy estimate available here.
 MD1530
 MD1530.Click photographs - Photos may exist for this station.
 MD1530
 MD1530.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1530
 MD1530. The following values were computed from the NAD 83(1997) position.
 MD1530
 MD1530;                    North         East     Units Scale Factor Converg.
 MD1530;SPC IN E     -   679,278.179   150,319.934   MT  0.99999782   +0 23 50.9
 MD1530;SPC IN E     - 2,228,598.49    493,174.65   sFT  0.99999782   +0 23 50.9
 MD1530;UTM  16      - 4,581,093.573   661,819.640   MT  0.99992227   +1 16 44.0
 MD1530
 MD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6181981093(NAD 83)
 MD1530
 MD1530                          SUPERSEDED SURVEY CONTROL
 MD1530
 MD1530  NAD 83(1995)-  41 21 54.35072(N)    085 03 54.84142(W) AD(       ) 3
 MD1530  NAD 83(1986)-  41 21 54.35227(N)    085 03 54.85162(W) AD(       ) 3
 MD1530  NAD 27      -  41 21 54.17600(N)    085 03 54.96500(W) AD(       ) 3
 MD1530
 MD1530.Superseded values are not recommended for survey control.
 MD1530
 MD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1530.See file dsdata.pdf to determine how the superseded data were derived.
 MD1530
 MD1530_MARKER: 53 = ELEVATED TANK
 MD1530
 MD1530  HISTORY     - Date     Condition        Report By
 MD1530  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1530  HISTORY     - 1963     GOOD             CGS
 MD1530
 MD1530                          STATION DESCRIPTION
 MD1530
 MD1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1530'STATION IS LOCATED IN THE WEST SECTION OF AUBURN.  IT IS 1 BLOCK
 MD1530'SOUTH OF U.S. HIGHWAY
 MD1530'27 AND STATE HIGHWAY 8 AND 1 BLOCK WEST OF THE AUBURN RUBBER CO.  IT
 MD1530'IS A ROUND SHAPED STEEL WATER TANK
 MD1530'ATOP A EIGHT-LEGGED STEEL STRUCTURE 165 FEET HIGH.  IT IS
 MD1530'PAINTED SILVER AND HAS THE LEGEND AUBURN PAINTED
 MD1530'IN LARGE BLACK LETTERS ON THE SOUTHEAST
 MD1530'SIDE OF THE TANK.  THE POINT OBSERVED ON WAS THE CENTER OF THE BALL
 MD1530'AT THE APEX OF THE ROOF.
 MD1530'
 MD1530'THIS IS AN INTERSECTION STATION.
 MD1530
 MD1530                          STATION RECOVERY (1963)
 MD1530
 MD1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1530'RECOVERED IN GOOD CONDITION, IT IS ABOUT 0.6 MILE W AND 0.1 MILE S OF
 MD1530'THE COURTHOUSE SQUARE IN AUBURN,
 MD1530'ABOUT 60 YARDS N OF CENTER OF W. ELEVENTH STREET AND ABOUT 30 YARDS W
 MD1530'OF S. FULTON STREET, A LARGE TANK AN
 MD1530'ESTIMATED 175 FEET HIGH SUPPORTED ON EIGHT CIRCUMFERENTIAL
 MD1530'AND ONE CENTRAL LEGS, WITH A BALL ON CENTER APEX OF
 MD1530'THE ROOF THE POINT OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0568 ***********************************************************************
 JZ0568  DESIGNATION -  AURORA
 JZ0568  PID         -  JZ0568
 JZ0568  STATE/COUNTY-  IN/DEARBORN
 JZ0568  COUNTRY     -  US
 JZ0568  USGS QUAD   -  AURORA (2019)
 JZ0568
 JZ0568                         *CURRENT SURVEY CONTROL
 JZ0568  ______________________________________________________________________
 JZ0568* NAD 83(1986) POSITION- 39 03 27.4    (N) 084 54 10.5    (W)   HD_HELD2
 JZ0568* NAVD 88 ORTHO HEIGHT -   151.942 (meters)      498.50  (feet) ADJUSTED
 JZ0568  ______________________________________________________________________
 JZ0568  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 JZ0568  DYNAMIC HEIGHT  -        151.846 (meters)      498.18  (feet) COMP
 JZ0568  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 JZ0568
 JZ0568  VERT ORDER      -  FIRST     CLASS II
 JZ0568
 JZ0568.The horizontal coordinates were established by autonomous hand held GPS
 JZ0568.observations and have an estimated accuracy of +/- 10 meters.
 JZ0568
 JZ0568.The orthometric height was determined by differential leveling and
 JZ0568.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0568.in June 1991.
 JZ0568
 JZ0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0568.GEOID18 height accuracy estimate available here.
 JZ0568
 JZ0568.Click photographs - Photos may exist for this station.
 JZ0568
 JZ0568.The dynamic height is computed by dividing the NAVD 88
 JZ0568.geopotential number by the normal gravity value computed on the
 JZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0568.degrees latitude (g = 980.6199 gals.).
 JZ0568
 JZ0568.The modeled gravity was interpolated from observed gravity values.
 JZ0568
 JZ0568;                    North         East    Units  Estimated Accuracy
 JZ0568;SPC IN E     -   423,169.      166,105.      MT  (+/- 10 meters HH2 GPS)
 JZ0568
 JZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8145125262(NAD 83)
 JZ0568
 JZ0568                          SUPERSEDED SURVEY CONTROL
 JZ0568
 JZ0568  NGVD 29 (??/??/92)  152.152  (m)          499.19   (f) ADJ UNCH    1 2
 JZ0568
 JZ0568.Superseded values are not recommended for survey control.
 JZ0568
 JZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0568.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0568
 JZ0568_MARKER: DD = SURVEY DISK
 JZ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0568_SP_SET: BUILDING
 JZ0568_STAMPING: JANUARY 25 1937
 JZ0568_MARK LOGO: USACE
 JZ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0568
 JZ0568  HISTORY     - Date     Condition        Report By
 JZ0568  HISTORY     - 1937     MONUMENTED       USACE
 JZ0568  HISTORY     - 1964     GOOD             CGS
 JZ0568
 JZ0568                          STATION DESCRIPTION
 JZ0568
 JZ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0568'AT AURORA.
 JZ0568'AT AURORA, SET VERTICALLY IN THE NORTHEAST WALL AT THE NORTH
 JZ0568'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 22.5 FEET
 JZ0568'SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 4 FEET ABOVE THE LEVEL
 JZ0568'OF THE PLATFORM.  NOTE-- THIS MARK IS NOT STAMPED AURORA AS
 JZ0568'REPORTED ON LITHOGRAPHED LIST DATED MARCH 1963 390843.  THE
 JZ0568'NORTHWEST END OF THE ARROW IN THE CENTER OF THE MARKER WAS HELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2329 ***********************************************************************
 HZ2329  DESIGNATION -  AUSTIN 2 RESET
 HZ2329  PID         -  HZ2329
 HZ2329  STATE/COUNTY-  IN/SCOTT
 HZ2329  COUNTRY     -  US
 HZ2329  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2329
 HZ2329                         *CURRENT SURVEY CONTROL
 HZ2329  ______________________________________________________________________
 HZ2329* NAD 83(1997) POSITION- 38 43 39.47610(N) 085 46 59.91208(W)   ADJUSTED
 HZ2329* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 HZ2329  ______________________________________________________________________
 HZ2329  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 HZ2329  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 HZ2329  HORZ ORDER      -  SECOND
 HZ2329
 HZ2329.The horizontal coordinates were established by classical geodetic methods
 HZ2329.and adjusted by the National Geodetic Survey in May 1999.
 HZ2329
 HZ2329.The orthometric height was scaled from a topographic map.
 HZ2329
 HZ2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2329.GEOID18 height accuracy estimate available here.
 HZ2329
 HZ2329.Click photographs - Photos may exist for this station.
 HZ2329
 HZ2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2329
 HZ2329. The following values were computed from the NAD 83(1997) position.
 HZ2329
 HZ2329;                    North         East     Units Scale Factor Converg.
 HZ2329;SPC IN E     -   386,267.429    89,857.414   MT  0.99996793   -0 04 22.7
 HZ2329;SPC IN E     - 1,267,279.06    294,807.20   sFT  0.99996793   -0 04 22.7
 HZ2329;UTM  16      - 4,287,254.927   605,759.884   MT  0.99973774   +0 45 40.5
 HZ2329
 HZ2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2329!SPC IN E     -   0.99997787  x   0.99996793  =   0.99994580
 HZ2329!UTM  16      -   0.99997787  x   0.99973774  =   0.99971562
 HZ2329
 HZ2329:                Primary Azimuth Mark                     Grid Az
 HZ2329:SPC IN E     -  AUSTIN 2 AZ MK                           302 47 02.4
 HZ2329:UTM  16      -  AUSTIN 2 AZ MK                           301 56 59.2
 HZ2329
 HZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0575987254(NAD 83)
 HZ2329
 HZ2329|---------------------------------------------------------------------|
 HZ2329| PID    Reference Object                     Distance      Geod. Az  |
 HZ2329|                                                           dddmmss.s |
 HZ2329| CG7070 AUSTIN RM 3                          27.330 METERS 09225     |
 HZ2329| HZ2330 AUSTIN RESET                         33.790 METERS 23451     |
 HZ2329| CG7068 AUSTIN 2 AZ MK                                     3024239.7 |
 HZ2329| CG7069 AUSTIN 2 RM 1                        23.698 METERS 30644     |
 HZ2329| HZ2342 AUSTIN 2 RM 2                        35.342 METERS 35903     |
 HZ2329|---------------------------------------------------------------------|
 HZ2329
 HZ2329                          SUPERSEDED SURVEY CONTROL
 HZ2329
 HZ2329  NAD 83(1993)-  38 43 39.47811(N)    085 46 59.91020(W) AD(       ) 2
 HZ2329  NAD 83(1986)-  38 43 39.47911(N)    085 46 59.91545(W) AD(       ) 2
 HZ2329  NAD 27      -  38 43 39.27300(N)    085 47 00.03100(W) AD(       ) 2
 HZ2329
 HZ2329.Superseded values are not recommended for survey control.
 HZ2329
 HZ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2329.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2329
 HZ2329_MARKER: DS = TRIANGULATION STATION DISK
 HZ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2329_STAMPING: AUSTIN 2 1947 1951
 HZ2329_MARK LOGO: CGS
 HZ2329_PROJECTION: FLUSH
 HZ2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2329+STABILITY: SURFACE MOTION
 HZ2329
 HZ2329  HISTORY     - Date     Condition        Report By
 HZ2329  HISTORY     - 1947     MONUMENTED       CGS
 HZ2329  HISTORY     - 1951     GOOD             CGS
 HZ2329  HISTORY     - 1956     GOOD             CGS
 HZ2329  HISTORY     - 1978     GOOD             NGS
 HZ2329
 HZ2329                          STATION DESCRIPTION
 HZ2329
 HZ2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2329'STATION IS 3.0 MILES NORTH FROM THE JUNCTION OF STATE HIGHWAY 56 AND
 HZ2329'U.S. HIGHWAY 31 IN SCOTTSBURG VIA HIGHWAY 31, AT THE WEST EDGE OF
 HZ2329'THE COFFEE POT CABIN CAMP, ON LAND OWNED BY JAMES BENNETT, 143 FEET
 HZ2329'SOUTHEAST OF A RESTAURANT BUILDING WHICH IS SHAPED LIKE A
 HZ2329'LARGE COFFEE POT, AND 48 FEET SOUTHWEST OF A LARGE CIRCULAR CONCRETE
 HZ2329'WELL TOP. THIS STATION WAS ESTABLISHED BECAUSE THE ORIGINAL
 HZ2329'STATION AUSTIN IS EXPECTED TO BE DESTROYED WHEN HIGHWAY 31 IS
 HZ2329'RE-ROUTED.  AUSTIN 2 IS 33.790 METERS, 110.86 FEET, NORTHEAST OF
 HZ2329'THE ORIGINAL STATION AUSTIN. THE MARK PROJECTS 6 INCHES, AND
 HZ2329'THE DISK IS STAMPED AUSTIN 2 1947.
 HZ2329'
 HZ2329'REFERENCE MARK NO. 1 IS 77.75 FEET NORTHWEST OF THE STATION AND 14
 HZ2329'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY. THE
 HZ2329'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AUSTIN 2 NO 1
 HZ2329'1947.
 HZ2329'
 HZ2329'REFERENCE MARK NO. 2 IS 115.95 FEET NORTH OF THE STATION AND 10 FEET
 HZ2329'SOUTH OF A POWER POLE. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2329'DISK IS STAMPED AUSTIN 2 NO 2 1947.
 HZ2329'
 HZ2329'AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 48 FEET WEST OF
 HZ2329'THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A POWER POLE, AND
 HZ2329'5 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 HZ2329'THE DISK IS STAMPED AUSTIN 2 1947.
 HZ2329'
 HZ2329'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ2329
 HZ2329                          STATION RECOVERY (1951)
 HZ2329
 HZ2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HZ2329'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HZ2329'CONDITION. THE ORIGINAL DESCRIPTION SUBMITTED IN 1947 ADEQUATE.
 HZ2329'
 HZ2329'AT THE PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED IN ITS
 HZ2329'ORIGINAL POSITION AND REFERENCE MARK NO 2 WAS DESTROYED. A
 HZ2329'NEW REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS PARTY.
 HZ2329'
 HZ2329'THE STATION MARK IS SET FLUSH WITH THE GROUND SURFACE AND THE DISK
 HZ2329'STAMPED AUSTIN 2 1951.
 HZ2329'
 HZ2329'REFERENCE MARK NO 3 IS 89.65 FEET SOUTHEAST OF THE STATION, SET IN
 HZ2329'THE OPEN FIELD, SOUTH OF THE SOUTHWEST CORNER OF BARN AND 71
 HZ2329'FEET SOUTH OF THE CENTER OF DRIVEWAY. THE DISK IS SET IN CONCRETE IN
 HZ2329'THE TOP OF A 4 INCH IRON PIPE 3 FEET LONG SET FLUSH WITH THE
 HZ2329'GROUND SURFACE AND STAMPED AUSTIN 2 1947 1951.
 HZ2329'
 HZ2329'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 HZ2329
 HZ2329                          STATION RECOVERY (1956)
 HZ2329
 HZ2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 HZ2329'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HZ2329'CONDITION. THE AZIMUTH MARK FOR STATION AUSTIN 1947 WAS
 HZ2329'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER IN WHOSE FRONT YARD IT
 HZ2329'WAS LOCATED. THIS AZIMUTH MARK WAS NOT VISIBLE FROM THIS
 HZ2329'STATION, AUSTIN 2. THIS STATION WAS RECOVERED BY L.W.S. IN 1951 AND
 HZ2329'REFERENCE MARK NO. 3 WAS ESTABLISHED. THERE ARE SOME REFERENCE
 HZ2329'MEASUREMENTS TO BE ADDED. A COMPLETE DESCRIPTION FOLLOWS.
 HZ2329'
 HZ2329'STATION IS LOCATED ABOUT 3 MILES NORTH OF SCOTTSBURG ON THE EAST SIDE
 HZ2329'OF U.S. HIGHWAY 31 AT THE WEST EDGE OF THE FORMER COFFEE POT
 HZ2329'CABIN CAMP ON LAND OWNED BY MR. EUGENE MILLER, 143 FEET SOUTHEAST OF
 HZ2329'THE BUILDING SHAPED LIKE A COFFEE POT, AND 48 FEET SOUTHWEST
 HZ2329'OF A LARGE CIRCULAR CONCRETE WELL TOP. THE MARK IS FLUSH WITH THE
 HZ2329'SURFACE OF THE GROUND IN A SMALL PASTURE AND THE DISK IS
 HZ2329'STAMPED AUSTIN 1947 1951.
 HZ2329'
 HZ2329'REFERENCE MARK NO. 1 IS 77.75 FEET NORTHWEST OF THE STATION AND 14
 HZ2329'FEET NORTH OF THE CENTER OF GRAVEL DRIVEWAY. THE MARK IS FLUSH
 HZ2329'WITH THE GROUND AND THE DISK IS STAMPED AUSTIN 2 NO 1 1947.
 HZ2329'
 HZ2329'REFERENCE MARK NO. 3 IS 89.65 FEET SOUTHEAST OF THE STATION IN AN
 HZ2329'OPEN FIELD, 109 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN AND 71
 HZ2329'FEET SOUTH OF THE CENTER OF DRIVEWAY. THE DISK IS SET IN CONCRETE IN
 HZ2329'THE TOP OF A 4-INCH IRON PIPE SET FLUSH WITH THE GROUND SURFACE
 HZ2329'AND STAMPED AUSTIN 2 1947 1951.
 HZ2329'
 HZ2329'AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 48 FEET WEST OF
 HZ2329'THE CENTER OF U.S. HIGHWAY 31, 6 FEET SOUTH OF A POWER POLE, 5
 HZ2329'FEET SOUTH OF A WITNESS POST, 2 FEET SOUTH OF A TREE, AND 2 FEET EAST
 HZ2329'OF A FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HZ2329'AUSTIN 2 1947.
 HZ2329'
 HZ2329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 HZ2329'HIGHWAY 56 IN SCOTTSBURG, GO NORTH ON U.S.  HIGHWAY 31 FOR
 HZ2329'3.0 MILES TO THE FORMER COFFEE POT CABIN CAMP ON THE RIGHT AND THE
 HZ2329'STATION AS DESCRIBED.
 HZ2329'
 HZ2329'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 HZ2329'HIGHWAY 31 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2329
 HZ2329                          STATION RECOVERY (1978)
 HZ2329
 HZ2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HZ2329'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 HZ2329'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED, ALTHOUGH PARTS OF
 HZ2329'CONCRETE WAS FOUND AT ITS SITE.  IT SHOULD BE CONSIDERED
 HZ2329'DESTROYED.  THERE WAS NO VISIBLE OBJECT TO ESTABLISH A NEW AZIMUTH
 HZ2329'MARK.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE
 HZ2329'ANGLE BETWEEN THE MARKS.  DUE TO ROAD CHANGES A NEW DESCRIPTION
 HZ2329'FOLLOWS-- IT IS 39 FEET NORTHEAST OF THE CENTERLINE OF OLD HIGHWAY
 HZ2329'31, 46 FEET SOUTHWEST OF A CONCRETE CIRCULAR WELL TOP, 69 FEET
 HZ2329'NORTHEAST OF 1 OF 2 PINE TREES, 28 FEET SOUTH OF FENCE CORNER, 7
 HZ2329'FEET EAST LINE AND METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 HZ2329'DISK STAMPED AUSTIN 1947 1951.
 HZ2329'
 HZ2329'REFERENCE MARK 1 IS 71.2 FEET NORTHWEST OF A METAL WITNESS POST AND
 HZ2329'FENCE, 42 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31, 18
 HZ2329'FEET SOUTHEAST OF A 14-INCH TWIN TRUNK TREE AND 16 FEET NORTHWEST
 HZ2329'OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MARK IS FLUSH AND
 HZ2329'THE DISK STAMPED AUSTIN NO 1 1947.
 HZ2329'
 HZ2329'REFERENCE MARK 3 IS 35 FEET SOUTH OF FENCE, 71 FEET SOUTH OF THE
 HZ2329'CENTERLINE OF GRAVELED DRIVEWAY, 67 FEET SOUTHEAST OF THE CONCRETE
 HZ2329'WELL TOP, 45 FEET SOUTHEAST OF THE EAST ONE OF TWO 20-INCH BEECH
 HZ2329'TREES.  THE DISK IS SET IN THE TOP OF A CONCRETE FILLED CAST IRON
 HZ2329'PIPE THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED AUSTIN NO 3
 HZ2329'1947 1951.
 HZ2329'
 HZ2329'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 HZ2329'AND STATE HIGHWAY 56 AT THE WEST EDGE OF SCOTTSBURG, GO EAST ON
 HZ2329'HIGHWAY 56 FOR 0.55 MILE TO CROSSROADS.  GO NORTH ON U.S. HIGHWAY
 HZ2329'31 FOR 3.0 MILES TO A SMALL RISE AND CURVE IN HIGHWAY AND THE
 HZ2329'STATION ON THE RIGHT AS DESCRIBED.  (THERE IS AN ANTIQUE SHOP ON
 HZ2329'THE LEFT THAT IS OWNED BY A MR. EUGENE MILLER WHO ALSO OWNS THE THE
 HZ2329'STATION IS ON).
 HZ2329'
 HZ2329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 HZ2329'OF SCOTTSBURG.
 HZ2329'
 HZ2329'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2341 ***********************************************************************
 HZ2341  DESIGNATION -  AUSTIN AMER CAN CO TANK
 HZ2341  PID         -  HZ2341
 HZ2341  STATE/COUNTY-  IN/SCOTT
 HZ2341  COUNTRY     -  US
 HZ2341  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2341
 HZ2341                         *CURRENT SURVEY CONTROL
 HZ2341  ______________________________________________________________________
 HZ2341* NAD 83(1997) POSITION- 38 44 49.48102(N) 085 48 29.40481(W)   ADJUSTED
 HZ2341  ______________________________________________________________________
 HZ2341  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 HZ2341  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HZ2341  HORZ ORDER      -  THIRD
 HZ2341
 HZ2341.The horizontal coordinates were established by classical geodetic methods
 HZ2341.and adjusted by the National Geodetic Survey in May 1999.
 HZ2341
 HZ2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2341.GEOID18 height accuracy estimate available here.
 HZ2341
 HZ2341.Click photographs - Photos may exist for this station.
 HZ2341
 HZ2341.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2341
 HZ2341. The following values were computed from the NAD 83(1997) position.
 HZ2341
 HZ2341;                    North         East     Units Scale Factor Converg.
 HZ2341;SPC IN E     -   388,429.094    87,699.136   MT  0.99996853   -0 05 18.8
 HZ2341;SPC IN E     - 1,274,371.12    287,726.25   sFT  0.99996853   -0 05 18.8
 HZ2341;UTM  16      - 4,289,384.435   603,570.865   MT  0.99973209   +0 44 45.7
 HZ2341
 HZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0357089384(NAD 83)
 HZ2341
 HZ2341                          SUPERSEDED SURVEY CONTROL
 HZ2341
 HZ2341  NAD 83(1993)-  38 44 49.48343(N)    085 48 29.40300(W) AD(       ) 3
 HZ2341  NAD 83(1986)-  38 44 49.48410(N)    085 48 29.40800(W) AD(       ) 3
 HZ2341  NAD 27      -  38 44 49.27800(N)    085 48 29.51900(W) AD(       ) 3
 HZ2341
 HZ2341.Superseded values are not recommended for survey control.
 HZ2341
 HZ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2341.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2341
 HZ2341_MARKER: 53 = ELEVATED TANK
 HZ2341
 HZ2341  HISTORY     - Date     Condition        Report By
 HZ2341  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2341
 HZ2341                          STATION DESCRIPTION
 HZ2341
 HZ2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2341'THIS IS AN INTERSECTION STATION.
 HZ2341'
 HZ2341'THE STATION IS LOCATED ON THE NORTHERN EDGE OF THE VILLAGE OF AUSTIN
 HZ2341'AND ABOUT 90 FEET WEST OF U.S. HIGHWAY 31. THE WATER TANK IS A
 HZ2341'FOUR LEGGED STEEL STRUCTURE PAINTED A DULL SILVER AND IT IS 133 FEET
 HZ2341'HIGH.
 HZ2341'
 HZ2341'THE POINT INTERSECTED WAS THE SMALL IRON BALL AT THE APEX OF THE ROOF
 HZ2341'OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2336 ***********************************************************************
 HZ2336  DESIGNATION -  AUSTIN MORGAN PACKING SW STACK
 HZ2336  PID         -  HZ2336
 HZ2336  STATE/COUNTY-  IN/SCOTT
 HZ2336  COUNTRY     -  US
 HZ2336  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2336
 HZ2336                         *CURRENT SURVEY CONTROL
 HZ2336  ______________________________________________________________________
 HZ2336* NAD 83(1997) POSITION- 38 44 51.09040(N) 085 48 43.19460(W)   ADJUSTED
 HZ2336  ______________________________________________________________________
 HZ2336  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 HZ2336  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HZ2336  HORZ ORDER      -  THIRD
 HZ2336
 HZ2336.The horizontal coordinates were established by classical geodetic methods
 HZ2336.and adjusted by the National Geodetic Survey in May 1999.
 HZ2336
 HZ2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2336.GEOID18 height accuracy estimate available here.
 HZ2336
 HZ2336.Click photographs - Photos may exist for this station.
 HZ2336
 HZ2336.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2336
 HZ2336. The following values were computed from the NAD 83(1997) position.
 HZ2336
 HZ2336;                    North         East     Units Scale Factor Converg.
 HZ2336;SPC IN E     -   388,479.241    87,366.225   MT  0.99996863   -0 05 27.5
 HZ2336;SPC IN E     - 1,274,535.64    286,634.02   sFT  0.99996863   -0 05 27.5
 HZ2336;UTM  16      - 4,289,429.718   603,237.339   MT  0.99973124   +0 44 37.0
 HZ2336
 HZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0323789429(NAD 83)
 HZ2336
 HZ2336                          SUPERSEDED SURVEY CONTROL
 HZ2336
 HZ2336  NAD 83(1993)-  38 44 51.09288(N)    085 48 43.19268(W) AD(       ) 3
 HZ2336  NAD 83(1986)-  38 44 51.09345(N)    085 48 43.19783(W) AD(       ) 3
 HZ2336  NAD 27      -  38 44 50.88800(N)    085 48 43.30900(W) AD(       ) 3
 HZ2336
 HZ2336.Superseded values are not recommended for survey control.
 HZ2336
 HZ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2336.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2336
 HZ2336_MARKER: 63 = STACK
 HZ2336
 HZ2336  HISTORY     - Date     Condition        Report By
 HZ2336  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2336
 HZ2336                          STATION DESCRIPTION
 HZ2336
 HZ2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2336'THIS IS AN INTERSECTION STATION.
 HZ2336'
 HZ2336'THE POINT INTERSECTED WAS THE TOP OF THE SOUTHWEST STACK OF A ROW OF
 HZ2336'6 STACKS RUNNING SOUTHWEST AND NORTHEAST, LOCATED IN THE
 HZ2336'NORTHERN EDGE OF AUSTIN. THE STACK IS PAINTED BLACK, AND IS 110 FEET
 HZ2336'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2337 ***********************************************************************
 HZ2337  DESIGNATION -  AUSTIN MORGAN PACKING NE STACK
 HZ2337  PID         -  HZ2337
 HZ2337  STATE/COUNTY-  IN/SCOTT
 HZ2337  COUNTRY     -  US
 HZ2337  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2337
 HZ2337                         *CURRENT SURVEY CONTROL
 HZ2337  ______________________________________________________________________
 HZ2337* NAD 83(1997) POSITION- 38 44 51.58146(N) 085 48 41.94279(W)   ADJUSTED
 HZ2337  ______________________________________________________________________
 HZ2337  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 HZ2337  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HZ2337  HORZ ORDER      -  THIRD
 HZ2337
 HZ2337.The horizontal coordinates were established by classical geodetic methods
 HZ2337.and adjusted by the National Geodetic Survey in May 1999.
 HZ2337
 HZ2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2337.GEOID18 height accuracy estimate available here.
 HZ2337
 HZ2337.Click photographs - Photos may exist for this station.
 HZ2337
 HZ2337.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2337
 HZ2337. The following values were computed from the NAD 83(1997) position.
 HZ2337
 HZ2337;                    North         East     Units Scale Factor Converg.
 HZ2337;SPC IN E     -   388,494.336    87,396.477   MT  0.99996862   -0 05 26.7
 HZ2337;SPC IN E     - 1,274,585.17    286,733.27   sFT  0.99996862   -0 05 26.7
 HZ2337;UTM  16      - 4,289,445.247   603,267.360   MT  0.99973132   +0 44 37.8
 HZ2337
 HZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0326789445(NAD 83)
 HZ2337
 HZ2337                          SUPERSEDED SURVEY CONTROL
 HZ2337
 HZ2337  NAD 83(1993)-  38 44 51.58394(N)    085 48 41.94086(W) AD(       ) 3
 HZ2337  NAD 83(1986)-  38 44 51.58451(N)    085 48 41.94601(W) AD(       ) 3
 HZ2337  NAD 27      -  38 44 51.37900(N)    085 48 42.05700(W) AD(       ) 3
 HZ2337
 HZ2337.Superseded values are not recommended for survey control.
 HZ2337
 HZ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2337.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2337
 HZ2337_MARKER: 63 = STACK
 HZ2337
 HZ2337  HISTORY     - Date     Condition        Report By
 HZ2337  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2337
 HZ2337                          STATION DESCRIPTION
 HZ2337
 HZ2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2337'THIS IS AN INTERSECTION STATION.
 HZ2337'
 HZ2337'THE POINT INTERSECTED WAS THE TOP OF THE NORTHEAST STACK OF A ROW OF
 HZ2337'6 STACKS RUNNING SOUTHWEST AND NORTHEAST, LOCATED IN THE
 HZ2337'NORTHERN EDGE OF AUSTIN. THE STACK IS PAINTED BLACK, AND IS 110 FEET
 HZ2337'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2338 ***********************************************************************
 HZ2338  DESIGNATION -  AUSTIN MORGAN PACKING WATER TK
 HZ2338  PID         -  HZ2338
 HZ2338  STATE/COUNTY-  IN/SCOTT
 HZ2338  COUNTRY     -  US
 HZ2338  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2338
 HZ2338                         *CURRENT SURVEY CONTROL
 HZ2338  ______________________________________________________________________
 HZ2338* NAD 83(1997) POSITION- 38 44 53.59027(N) 085 48 39.72578(W)   ADJUSTED
 HZ2338  ______________________________________________________________________
 HZ2338  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 HZ2338  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HZ2338  HORZ ORDER      -  THIRD
 HZ2338
 HZ2338.The horizontal coordinates were established by classical geodetic methods
 HZ2338.and adjusted by the National Geodetic Survey in May 1999.
 HZ2338
 HZ2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2338.GEOID18 height accuracy estimate available here.
 HZ2338
 HZ2338.Click photographs - Photos may exist for this station.
 HZ2338
 HZ2338.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2338
 HZ2338. The following values were computed from the NAD 83(1997) position.
 HZ2338
 HZ2338;                    North         East     Units Scale Factor Converg.
 HZ2338;SPC IN E     -   388,556.193    87,450.110   MT  0.99996861   -0 05 25.3
 HZ2338;SPC IN E     - 1,274,788.11    286,909.24   sFT  0.99996861   -0 05 25.3
 HZ2338;UTM  16      - 4,289,507.864   603,320.074   MT  0.99973145   +0 44 39.3
 HZ2338
 HZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0332089507(NAD 83)
 HZ2338
 HZ2338                          SUPERSEDED SURVEY CONTROL
 HZ2338
 HZ2338  NAD 83(1993)-  38 44 53.59276(N)    085 48 39.72385(W) AD(       ) 3
 HZ2338  NAD 83(1986)-  38 44 53.59332(N)    085 48 39.72898(W) AD(       ) 3
 HZ2338  NAD 27      -  38 44 53.38800(N)    085 48 39.84000(W) AD(       ) 3
 HZ2338
 HZ2338.Superseded values are not recommended for survey control.
 HZ2338
 HZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2338.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2338
 HZ2338_MARKER: 53 = ELEVATED TANK
 HZ2338
 HZ2338  HISTORY     - Date     Condition        Report By
 HZ2338  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2338
 HZ2338                          STATION DESCRIPTION
 HZ2338
 HZ2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2338'THIS IS AN INTERSECTION STATION.
 HZ2338'
 HZ2338'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK, LOCATED IN THE
 HZ2338'NORTHERN EDGE OF AUSTIN. THE TANK IS PAINTED BRIGHT SILVER, AND
 HZ2338'IS 120 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2339 ***********************************************************************
 HZ2339  DESIGNATION -  AUSTIN MORGAN PACKING NW STACK
 HZ2339  PID         -  HZ2339
 HZ2339  STATE/COUNTY-  IN/SCOTT
 HZ2339  COUNTRY     -  US
 HZ2339  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2339
 HZ2339                         *CURRENT SURVEY CONTROL
 HZ2339  ______________________________________________________________________
 HZ2339* NAD 83(1997) POSITION- 38 44 54.06439(N) 085 48 35.78874(W)   ADJUSTED
 HZ2339  ______________________________________________________________________
 HZ2339  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 HZ2339  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HZ2339  HORZ ORDER      -  THIRD
 HZ2339
 HZ2339.The horizontal coordinates were established by classical geodetic methods
 HZ2339.and adjusted by the National Geodetic Survey in May 1999.
 HZ2339
 HZ2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2339.GEOID18 height accuracy estimate available here.
 HZ2339
 HZ2339.Click photographs - Photos may exist for this station.
 HZ2339
 HZ2339.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2339
 HZ2339. The following values were computed from the NAD 83(1997) position.
 HZ2339
 HZ2339;                    North         East     Units Scale Factor Converg.
 HZ2339;SPC IN E     -   388,570.663    87,545.201   MT  0.99996858   -0 05 22.8
 HZ2339;SPC IN E     - 1,274,835.58    287,221.21   sFT  0.99996858   -0 05 22.8
 HZ2339;UTM  16      - 4,289,523.714   603,414.922   MT  0.99973169   +0 44 41.7
 HZ2339
 HZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0341489523(NAD 83)
 HZ2339
 HZ2339                          SUPERSEDED SURVEY CONTROL
 HZ2339
 HZ2339  NAD 83(1993)-  38 44 54.06688(N)    085 48 35.78682(W) AD(       ) 3
 HZ2339  NAD 83(1986)-  38 44 54.06743(N)    085 48 35.79196(W) AD(       ) 3
 HZ2339  NAD 27      -  38 44 53.86200(N)    085 48 35.90300(W) AD(       ) 3
 HZ2339
 HZ2339.Superseded values are not recommended for survey control.
 HZ2339
 HZ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2339.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2339
 HZ2339_MARKER: 63 = STACK
 HZ2339
 HZ2339  HISTORY     - Date     Condition        Report By
 HZ2339  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2339
 HZ2339                          STATION DESCRIPTION
 HZ2339
 HZ2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2339'THIS IS AN INTERSECTION STATION.
 HZ2339'
 HZ2339'THE POINT INTERSECTED WAS THE TOP OF THE NORTHWEST STACK OF A ROW OF
 HZ2339'8 STACKS RUNNING NORTHWEST AND SOUTHEAST, LOCATED IN THE
 HZ2339'NORTHERN EDGE OF AUSTIN. THE STACK IS PAINTED BLACK, AND IS 110 FEET
 HZ2339'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2340 ***********************************************************************
 HZ2340  DESIGNATION -  AUSTIN MORGAN PACKING SE STACK
 HZ2340  PID         -  HZ2340
 HZ2340  STATE/COUNTY-  IN/SCOTT
 HZ2340  COUNTRY     -  US
 HZ2340  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2340
 HZ2340                         *CURRENT SURVEY CONTROL
 HZ2340  ______________________________________________________________________
 HZ2340* NAD 83(1997) POSITION- 38 44 52.83433(N) 085 48 34.98803(W)   ADJUSTED
 HZ2340  ______________________________________________________________________
 HZ2340  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 HZ2340  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HZ2340  HORZ ORDER      -  THIRD
 HZ2340
 HZ2340.The horizontal coordinates were established by classical geodetic methods
 HZ2340.and adjusted by the National Geodetic Survey in May 1999.
 HZ2340
 HZ2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2340.GEOID18 height accuracy estimate available here.
 HZ2340
 HZ2340.Click photographs - Photos may exist for this station.
 HZ2340
 HZ2340.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2340
 HZ2340. The following values were computed from the NAD 83(1997) position.
 HZ2340
 HZ2340;                    North         East     Units Scale Factor Converg.
 HZ2340;SPC IN E     -   388,532.704    87,564.477   MT  0.99996857   -0 05 22.3
 HZ2340;SPC IN E     - 1,274,711.05    287,284.45   sFT  0.99996857   -0 05 22.3
 HZ2340;UTM  16      - 4,289,486.049   603,434.743   MT  0.99973175   +0 44 42.2
 HZ2340
 HZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0343489486(NAD 83)
 HZ2340
 HZ2340                          SUPERSEDED SURVEY CONTROL
 HZ2340
 HZ2340  NAD 83(1993)-  38 44 52.83682(N)    085 48 34.98611(W) AD(       ) 3
 HZ2340  NAD 83(1986)-  38 44 52.83737(N)    085 48 34.99126(W) AD(       ) 3
 HZ2340  NAD 27      -  38 44 52.63100(N)    085 48 35.10200(W) AD(       ) 3
 HZ2340
 HZ2340.Superseded values are not recommended for survey control.
 HZ2340
 HZ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2340.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2340
 HZ2340_MARKER: 63 = STACK
 HZ2340
 HZ2340  HISTORY     - Date     Condition        Report By
 HZ2340  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2340
 HZ2340                          STATION DESCRIPTION
 HZ2340
 HZ2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2340'THIS IS AN INTERSECTION STATION.
 HZ2340'
 HZ2340'THE POINT INTERSECTED WAS THE TOP OF THE SOUTHEAST STACK OF A ROW OF
 HZ2340'8 STACKS RUNNING NORTHWEST AND SOUTHEAST, LOCATED IN THE
 HZ2340'NORTHERN EDGE OF AUSTIN. THE STACK IS PAINTED BLACK, AND IS 110 FEET
 HZ2340'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2330 ***********************************************************************
 HZ2330  DESIGNATION -  AUSTIN RESET
 HZ2330  PID         -  HZ2330
 HZ2330  STATE/COUNTY-  IN/SCOTT
 HZ2330  COUNTRY     -  US
 HZ2330  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2330
 HZ2330                         *CURRENT SURVEY CONTROL
 HZ2330  ______________________________________________________________________
 HZ2330* NAD 83(1997) POSITION- 38 43 38.84531(N) 085 47 01.05595(W)   ADJUSTED
 HZ2330* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 HZ2330  ______________________________________________________________________
 HZ2330  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 HZ2330  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 HZ2330  HORZ ORDER      -  SECOND
 HZ2330
 HZ2330.The horizontal coordinates were established by classical geodetic methods
 HZ2330.and adjusted by the National Geodetic Survey in May 1999.
 HZ2330
 HZ2330.The orthometric height was scaled from a topographic map.
 HZ2330
 HZ2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2330.GEOID18 height accuracy estimate available here.
 HZ2330
 HZ2330.Click photographs - Photos may exist for this station.
 HZ2330
 HZ2330.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2330
 HZ2330. The following values were computed from the NAD 83(1997) position.
 HZ2330
 HZ2330;                    North         East     Units Scale Factor Converg.
 HZ2330;SPC IN E     -   386,248.014    89,829.761   MT  0.99996794   -0 04 23.4
 HZ2330;SPC IN E     - 1,267,215.36    294,716.47   sFT  0.99996794   -0 04 23.4
 HZ2330;UTM  16      - 4,287,235.116   605,732.522   MT  0.99973766   +0 45 39.8
 HZ2330
 HZ2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2330!SPC IN E     -   0.99997787  x   0.99996794  =   0.99994581
 HZ2330!UTM  16      -   0.99997787  x   0.99973766  =   0.99971554
 HZ2330
 HZ2330:                Primary Azimuth Mark                     Grid Az
 HZ2330:SPC IN E     -  AUSTIN AZ MK                             307 24 03.2
 HZ2330:UTM  16      -  AUSTIN AZ MK                             306 34 00.0
 HZ2330
 HZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0573287235(NAD 83)
 HZ2330
 HZ2330|---------------------------------------------------------------------|
 HZ2330| PID    Reference Object                     Distance      Geod. Az  |
 HZ2330|                                                           dddmmss.s |
 HZ2330| HZ2329 AUSTIN 2 RESET                       33.790 METERS 05451     |
 HZ2330| CG7066 AUSTIN RM 1                          26.405 METERS 08736     |
 HZ2330| HZ2332 SCOTTSBURG MUNICIPAL TANK           APPROX. 4.5 KM 1705036.6 |
 HZ2330| HZ2355 LOUISVILLE INDIANAP AWY BN 3        APPROX. 8.5 KM 2984504.1 |
 HZ2330| CG7068 AUSTIN 2 AZ MK                                     3044610.4 |
 HZ2330| CG7065 AUSTIN AZ MK                                       3071939.8 |
 HZ2330| HZ2341 AUSTIN AMER CAN CO TANK             APPROX. 3.0 KM 3153550.1 |
 HZ2330| CG7067 AUSTIN RM 2                          27.871 METERS 33210     |
 HZ2330|---------------------------------------------------------------------|
 HZ2330
 HZ2330                          SUPERSEDED SURVEY CONTROL
 HZ2330
 HZ2330  NAD 83(1993)-  38 43 38.84732(N)    085 47 01.05408(W) AD(       ) 2
 HZ2330  NAD 83(1986)-  38 43 38.84832(N)    085 47 01.05932(W) AD(       ) 2
 HZ2330  NAD 27      -  38 43 38.64200(N)    085 47 01.17500(W) AD(       ) 2
 HZ2330
 HZ2330.Superseded values are not recommended for survey control.
 HZ2330
 HZ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2330.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2330
 HZ2330_MARKER: DS = TRIANGULATION STATION DISK
 HZ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2330_STAMPING: AUSTIN 1947
 HZ2330_MARK LOGO: CGS
 HZ2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2330+STABILITY: SURFACE MOTION
 HZ2330
 HZ2330  HISTORY     - Date     Condition        Report By
 HZ2330  HISTORY     - 1947     MONUMENTED       CGS
 HZ2330  HISTORY     - 1951     GOOD             CGS
 HZ2330
 HZ2330                          STATION DESCRIPTION
 HZ2330
 HZ2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2330'STATION IS 3.0 MILES NORTH FROM THE JUNCTION OF STATE HIGHWAY 56 AND
 HZ2330'U.S. HIGHWAY 31 IN SCOTTSBURG VIA HIGHWAY 31, AT THE WEST EDGE
 HZ2330'OF THE COFFEE POT CABIN CAMP, ON LAND OWNED BY JAMES BENNETT, 161
 HZ2330'FEET SOUTH OF A RESTAURANT BUILDING WHICH IS SHAPED LIKE A
 HZ2330'LARGE COFFEE POT, 28 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 HZ2330'A GRAVELED ROAD, AND 6 FEET NORTH OF A WHITE WITNESS POST. THIS
 HZ2330'STATION IS EXPECTED TO BE DESTROYED WHEN HIGHWAY 31 IS RE-ROUTED. FOR
 HZ2330'THIS REASON AUSTIN 2 WAS ESTABLISHED. AUSTIN 2 IS 110.86 FEET
 HZ2330'NORTHEAST OF STATION AUSTIN BY A TRAVERSE CONNECTION.  THE MARK
 HZ2330'PROJECTS 6 INCHES, AND THE DISK IS STAMPED AUSTIN 1947.
 HZ2330'
 HZ2330'REFERENCE MARK NO. 1 IS 86.63 FEET EAST OF THE STATION. THE MARK
 HZ2330'PROJECTS 6 INCHES, AND THE DISK IS STAMPED AUSTIN NO 1 1947.
 HZ2330'
 HZ2330'REFERENCE MARK NO. 2 IS 91.44 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2330'82 FEET SOUTHWEST OF THE RESTAURANT. THE MARK PROJECTS 6 INCHES,
 HZ2330'AND THE DISK IS STAMPED AUSTIN NO 2 1947.
 HZ2330'
 HZ2330'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 48 FEET EAST OF
 HZ2330'THE CENTERLINE OF HIGHWAY 31, AND 2 FEET SOUTH OF A WHITE WITNESS
 HZ2330'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED AUSTIN
 HZ2330'1947.
 HZ2330'
 HZ2330'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2330
 HZ2330                          STATION RECOVERY (1951)
 HZ2330
 HZ2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 HZ2330'THE STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HZ2330'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ2330'
 HZ2330'AT THE PROPERTY OWNERS REQUEST AND CONSTRUCTION THIS STATION AND
 HZ2330'REFERENCE MARKS WERE DESTROYED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1912 ***********************************************************************
 KA1912  DESIGNATION -  AVENUE
 KA1912  PID         -  KA1912
 KA1912  STATE/COUNTY-  IN/MARION
 KA1912  COUNTRY     -  US
 KA1912  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1912
 KA1912                         *CURRENT SURVEY CONTROL
 KA1912  ______________________________________________________________________
 KA1912* NAD 83(1997) POSITION- 39 49 31.92425(N) 086 05 01.41968(W)   ADJUSTED
 KA1912* NAVD 88 ORTHO HEIGHT -   248.26  (+/-2cm)      814.5   (feet) VERTCON3
 KA1912  ______________________________________________________________________
 KA1912  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 KA1912  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 KA1912  HORZ ORDER      -  SECOND
 KA1912  VERT ORDER      -  THIRD ? (See Below)
 KA1912
 KA1912.The horizontal coordinates were established by classical geodetic methods
 KA1912.and adjusted by the National Geodetic Survey in May 1999.
 KA1912
 KA1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1912
 KA1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1912.GEOID18 height accuracy estimate available here.
 KA1912
 KA1912.The vertical order pertains to the NGVD 29 superseded value.
 KA1912
 KA1912.Click photographs - Photos may exist for this station.
 KA1912
 KA1912.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1912
 KA1912. The following values were computed from the NAD 83(1997) position.
 KA1912
 KA1912;                    North         East     Units Scale Factor Converg.
 KA1912;SPC IN E     -   508,230.088    64,296.211   MT  0.99998235   -0 16 01.6
 KA1912;SPC IN E     - 1,667,418.21    210,945.15   sFT  0.99998235   -0 16 01.6
 KA1912;UTM  16      - 4,408,795.119   578,412.023   MT  0.99967569   +0 35 12.7
 KA1912
 KA1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1912!SPC IN E     -   0.99996634  x   0.99998235  =   0.99994869
 KA1912!UTM  16      -   0.99996634  x   0.99967569  =   0.99964205
 KA1912
 KA1912:                Primary Azimuth Mark                     Grid Az
 KA1912:SPC IN E     -  PENDLETON                                179 24 09.0
 KA1912:UTM  16      -  PENDLETON                                178 32 54.7
 KA1912
 KA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7841208795(NAD 83)
 KA1912
 KA1912|---------------------------------------------------------------------|
 KA1912| PID    Reference Object                     Distance      Geod. Az  |
 KA1912|                                                           dddmmss.s |
 KA1912| KA1913 PENDLETON                           APPROX. 1.3 KM 1790807.4 |
 KA1912| CC7762 AVENUE RM                            20.300 METERS 33650     |
 KA1912|---------------------------------------------------------------------|
 KA1912
 KA1912                          SUPERSEDED SURVEY CONTROL
 KA1912
 KA1912  NAD 83(1986)-  39 49 31.92670(N)    086 05 01.44907(W) AD(       ) 2
 KA1912  NAD 27      -  39 49 31.77200(N)    086 05 01.47700(W) AD(       ) 2
 KA1912  USSD        -  39 49 31.82900(N)    086 05 01.27200(W) AD(       ) 3
 KA1912  NGVD 29             248.40   (m)          815.0    (f) LEVELING    3  
 KA1912
 KA1912.Superseded values are not recommended for survey control.
 KA1912
 KA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1912.See file dsdata.pdf to determine how the superseded data were derived.
 KA1912
 KA1912_MARKER: DS = TRIANGULATION STATION DISK
 KA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1912_STAMPING: AVENUE 1920
 KA1912_MARK LOGO: CGS
 KA1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1912+STABILITY: SURFACE MOTION
 KA1912
 KA1912  HISTORY     - Date     Condition        Report By
 KA1912  HISTORY     - 1920     MONUMENTED       CGS
 KA1912  HISTORY     - 1935     GOOD             CGS
 KA1912  HISTORY     - 1941     GOOD             CGS
 KA1912  HISTORY     - 1955     GOOD             CGS
 KA1912  HISTORY     - 1961     GOOD             THOMAS
 KA1912  HISTORY     - 1975     GOOD             LOCSUR
 KA1912  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1912  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 KA1912
 KA1912                          STATION DESCRIPTION
 KA1912
 KA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1912'IN THE SUBURBS OF INDIANAPOLIS, ON THE N SIDE OF THIRTY-EIGHT STREET
 KA1912'AT THE INTERSECTION OF N EMERSON AVENUE, 9.02 METERS, 29.59
 KA1912'FEET S OF THE S AND NEAREST RAIL OF THE TRACTION LINE, 4.1 METERS
 KA1912'13.45 FEET SE OF THE EDGE OF THE CONCRETE ROAD, AND 5.07
 KA1912'METERS 16.63 FEET SW OF THE EDGE OF THE CONCRETE ROAD, AND 10 METERS
 KA1912'SW OF THE N EMERSON AVENUE TRACTION STATION. THE STATION IS
 KA1912'MARKED WITH A STANDARD DISK STATION MARK SET IN THE CONCRETE ROAD.
 KA1912'THE REFERENCE MARK IS A BRONZE TABLET SET IN CONCRETE,
 KA1912'AND IS ON THE N SIDE OF THE TRACTION LINE
 KA1912'TRACK, 20.3 METERS 66.6 FEET FROM THE STATION N 23 DEG 11 MIN W.
 KA1912
 KA1912                          STATION RECOVERY (1935)
 KA1912
 KA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1912'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. ORIGINAL
 KA1912'DESCRIPTION GOOD.
 KA1912'
 KA1912'NOTE, LETTER OF MR. C.E. VOGELGESANG, PLAN ENGINEER, STATE HIGHWAY
 KA1912'COMMISSION OF INDIANA, STATE HOUSE ANNEX, INDIANAPOLIS,
 KA1912'INDIANA 7/2/35 AND 1/19/37.
 KA1912'
 KA1912'MARK AT EMERSON AVE. AND 38TH ST. IN INDIANAPOLIS CARRIES THE
 KA1912'DESIGNATION 1920 VA.
 KA1912'
 KA1912'THE MARK WAS NOT DISTURBED BY OUR CONSTRUCTION.
 KA1912
 KA1912                          STATION RECOVERY (1941)
 KA1912
 KA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (SWB)
 KA1912'THE ORIGINAL DESCRIPTION IS STILL GOOD ALTHOUGH THE TRACTION LINE HAS
 KA1912'BEEN ABANDONED. THE RAIL AT THE CROSSING ARE STILL IN PLACE,
 KA1912'HOWEVER. THE STATION IS ENCLOSED IN AN IRON BOX WITH A GRATE-TOP
 KA1912'COVER AND IS ABOUT SIX INCHES ROAD SURFACE. THE REFERENCE
 KA1912'STATION IS STILL GOOD.
 KA1912
 KA1912                          STATION RECOVERY (1955)
 KA1912
 KA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1912'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION. EXTENSIVE
 KA1912'CHANGES HAVE TAKEN PLACE IN THE AREA AND ALL TIE POINTS OF THE
 KA1912'ORIGINAL DESCRIPTION HAVE BEEN REMOVED. FOR PRESENT DAY RECOVERY THE
 KA1912'DESCRIPTION SHOULD READ AS FOLLOWS.
 KA1912'
 KA1912'LOCATED IN THE NORTHEASTERN PART OF INDIANAPOLIS AT THE INTERSECTION
 KA1912'OF EAST 38TH STREET AND NORTH EMERSON AVENUE.  IT IS ON THE
 KA1912'CENTERLINE OF NORTH EMERSON AVENUE 14 FEET NORTH OF THE CENTERLINE OF
 KA1912'EAST 38TH STREET, 118 FEET SOUTHWEST OF THE SOUTHWEST
 KA1912'CORNER OF A STANDARD GASOLINE STATION, 88 FEET NORTHWEST OF THE
 KA1912'NORTHWEST CORNER OF A RED BRICK REGAL GROCERY MARKET, AND 64 FEET
 KA1912'SOUTH OF THE SECTION CORNER RAILROAD SPIKE MARKED BY THE INDIANA
 KA1912'STATE HIGHWAY COMMISSION ON THE CENTERLINE OF NORTH EMERSON
 KA1912'AVENUE. THE STATION IS MARKED BY A STANDARD DISK SET IN THE
 KA1912'OLD CONCRETE ROAD AND IS NOW 6 INCHES BELOW THE PRESENT ASPHALT
 KA1912'SURFACE OF THE ROAD AND PROTECTED BY A 6 INCH SQUARE STEEL BOX.
 KA1912'
 KA1912'THE REFERENCE MARK IS LOCATED 20.3 METERS 66.6 FEET FROM THE STATION
 KA1912'IN AZIMUTH 156 DEG.49 MIN. IT IS 75 FEET NORTH OF THE CENTERLINE
 KA1912'OF EAST 38TH STREET, AND 26 FEET WEST OF THE ABOVE MENTIONED SECTION
 KA1912'CORNER ON THE CENTERLINE OF NORTH EMERSON AVE. MARKED BY A
 KA1912'STANDARD DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT
 KA1912'PROJECTING 3 INCHES ABOVE GROUND.
 KA1912
 KA1912                          STATION RECOVERY (1961)
 KA1912
 KA1912'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1912'AVENUE 1920 RECOVERED UNDISTURBED.
 KA1912'
 KA1912'RM AVENUE 1920 RECOVERED UNDISTURBED.
 KA1912
 KA1912                          STATION RECOVERY (1975)
 KA1912
 KA1912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1912'WITNESS POST SET 45 FEET NE OF STATION.
 KA1912'
 KA1912'REFF. MARK DESTROYED DURING EMERSON IMPROVEMENTS.
 KA1912'
 KA1912'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SIDE OF
 KA1912'INDIANAPOLIS.
 KA1912
 KA1912                          STATION RECOVERY (1995)
 KA1912
 KA1912'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1912'MARK NOT FOUND.
 KA1912
 KA1912                          STATION RECOVERY (1998)
 KA1912
 KA1912'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1535 ***********************************************************************
 MD1535  DESIGNATION -  AVILLA MUNICIPAL TANK
 MD1535  PID         -  MD1535
 MD1535  STATE/COUNTY-  IN/NOBLE
 MD1535  COUNTRY     -  US
 MD1535  USGS QUAD   -  GARRETT (2019)
 MD1535
 MD1535                         *CURRENT SURVEY CONTROL
 MD1535  ______________________________________________________________________
 MD1535* NAD 83(1997) POSITION- 41 21 49.97514(N) 085 14 20.74546(W)   ADJUSTED
 MD1535  ______________________________________________________________________
 MD1535  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 MD1535  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 MD1535  HORZ ORDER      -  THIRD
 MD1535
 MD1535.The horizontal coordinates were established by classical geodetic methods
 MD1535.and adjusted by the National Geodetic Survey in May 1999.
 MD1535
 MD1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1535.GEOID18 height accuracy estimate available here.
 MD1535
 MD1535.Click photographs - Photos may exist for this station.
 MD1535
 MD1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1535
 MD1535. The following values were computed from the NAD 83(1997) position.
 MD1535
 MD1535;                    North         East     Units Scale Factor Converg.
 MD1535;SPC IN E     -   679,056.857   135,774.019   MT  0.99998241   +0 16 57.2
 MD1535;SPC IN E     - 2,227,872.37    445,451.93   sFT  0.99998241   +0 16 57.2
 MD1535;UTM  16      - 4,580,648.572   647,280.239   MT  0.99986695   +1 09 50.0
 MD1535
 MD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4728080648(NAD 83)
 MD1535
 MD1535                          SUPERSEDED SURVEY CONTROL
 MD1535
 MD1535  NAD 83(1995)-  41 21 49.97611(N)    085 14 20.75332(W) AD(       ) 3
 MD1535  NAD 83(1986)-  41 21 49.97605(N)    085 14 20.75654(W) AD(       ) 3
 MD1535  NAD 27      -  41 21 49.80000(N)    085 14 20.85000(W) AD(       ) 3
 MD1535
 MD1535.Superseded values are not recommended for survey control.
 MD1535
 MD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1535.See file dsdata.pdf to determine how the superseded data were derived.
 MD1535
 MD1535_MARKER: 53 = ELEVATED TANK
 MD1535
 MD1535  HISTORY     - Date     Condition        Report By
 MD1535  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1535  HISTORY     - 1963     GOOD             CGS
 MD1535
 MD1535                          STATION DESCRIPTION
 MD1535
 MD1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1535'NO PREVIOUS DESCRIPTION AVAILABLE.  ABOUT 0.1 MILE S ALONG MAIN
 MD1535'STREET AND NO. 3 INDIANA HWY. FROM
 MD1535'THEIR INTERSECTION AND JUNCTION WITH ALBION STREET AND NO. 8 INDIANA
 MD1535'HWY.  AT THE MAIN CORNER IN
 MD1535'AVILLA, THENCE ABOUT 80 YARDS W ON WASHINGTON STREET TO THE STATION
 MD1535'ON LEFT, ABOUT 25 YARDS S OF CENTER LINE
 MD1535'OF WASHINGTON ST., AN 8-LEGGED 30 FOOT-SQUARE-AT-
 MD1535'BOTTOM TRUNCATED PYRAMID STEEL TOWER WITH A WOODEN
 MD1535'CYLINDRICAL TANK AND CONCICAL ROOF AN
 MD1535'ESTIMATED 110 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0849 ***********************************************************************
 MD0849  DESIGNATION -  AVILLE RESET
 MD0849  PID         -  MD0849
 MD0849  STATE/COUNTY-  IN/NOBLE
 MD0849  COUNTRY     -  US
 MD0849  USGS QUAD   -  CORUNNA (2019)
 MD0849
 MD0849                         *CURRENT SURVEY CONTROL
 MD0849  ______________________________________________________________________
 MD0849* NAD 83(1997) POSITION- 41 22 32.21656(N) 085 14 22.86422(W)   ADJUSTED
 MD0849* NAD 83(1997) ELLIP HT-   272.957 (meters)        (05/25/99)   ADJUSTED
 MD0849* NAVD 88 ORTHO HEIGHT -   306.025 (meters)     1004.02  (feet) ADJUSTED
 MD0849  ______________________________________________________________________
 MD0849  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 MD0849  NAD 83(1997) X  -    397,786.698 (meters)                     COMP
 MD0849  NAD 83(1997) Y  - -4,776,791.162 (meters)                     COMP
 MD0849  NAD 83(1997) Z  -  4,193,996.368 (meters)                     COMP
 MD0849  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 MD0849  DYNAMIC HEIGHT  -        305.903 (meters)     1003.62  (feet) COMP
 MD0849  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 MD0849
 MD0849  HORZ ORDER      -  SECOND
 MD0849  VERT ORDER      -  SECOND    CLASS I
 MD0849  ELLP ORDER      -  FOURTH    CLASS I
 MD0849
 MD0849.The horizontal coordinates were established by classical geodetic methods
 MD0849.and adjusted by the National Geodetic Survey in May 1999.
 MD0849
 MD0849.The orthometric height was determined by differential leveling and
 MD0849.adjusted by the NATIONAL GEODETIC SURVEY
 MD0849.in March 2022.
 MD0849
 MD0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0849.GEOID18 height accuracy estimate available here.
 MD0849
 MD0849.Click photographs - Photos may exist for this station.
 MD0849
 MD0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0849
 MD0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0849
 MD0849.The ellipsoidal height was determined by GPS observations
 MD0849.and is referenced to NAD 83.
 MD0849
 MD0849.The dynamic height is computed by dividing the NAVD 88
 MD0849.geopotential number by the normal gravity value computed on the
 MD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0849.degrees latitude (g = 980.6199 gals.).
 MD0849
 MD0849.The modeled gravity was interpolated from observed gravity values.
 MD0849
 MD0849. The following values were computed from the NAD 83(1997) position.
 MD0849
 MD0849;                    North         East     Units Scale Factor Converg.
 MD0849;SPC IN E     -   680,359.736   135,718.358   MT  0.99998236   +0 16 56.0
 MD0849;SPC IN E     - 2,232,146.90    445,269.31   sFT  0.99998236   +0 16 56.0
 MD0849;UTM  16      - 4,581,950.290   647,204.551   MT  0.99986668   +1 09 49.6
 MD0849
 MD0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0849!SPC IN E     -   0.99995719  x   0.99998236  =   0.99993955
 MD0849!UTM  16      -   0.99995719  x   0.99986668  =   0.99982387
 MD0849
 MD0849:                Primary Azimuth Mark                     Grid Az
 MD0849:SPC IN E     -  CORUNNA                                  036 53 18.9
 MD0849:UTM  16      -  CORUNNA                                  036 00 25.3
 MD0849
 MD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4720481950(NAD 83)
 MD0849
 MD0849|---------------------------------------------------------------------|
 MD0849| PID    Reference Object                     Distance      Geod. Az  |
 MD0849|                                                           dddmmss.s |
 MD0849| MD1540 CORUNNA                             APPROX.10.3 KM 0371014.9 |
 MD0849| CC7764 AVILLE RM 1                          26.076 METERS 06904     |
 MD0849| MD0850 AVILLE RM 2                          21.570 METERS 07053     |
 MD0849| MD1530 AUBURN MUNICIPAL TANK               APPROX.14.6 KM 0943106.4 |
 MD0849| MD1535 AVILLA MUNICIPAL TANK               APPROX. 1.3 KM 1775009.4 |
 MD0849| CC7763 AVILLE AZ MK                                       1863844.4 |
 MD0849| MD0848 Z 161                                40.614 METERS 19353     |
 MD0849| MD1615 DAYTON GRAND RAPIDS AWY BN 11       APPROX. 5.0 KM 2360634.8 |
 MD0849|---------------------------------------------------------------------|
 MD0849
 MD0849                          SUPERSEDED SURVEY CONTROL
 MD0849
 MD0849  NAD 83(1995)-  41 22 32.21684(N)    085 14 22.87207(W) AD(       ) 2
 MD0849  NAD 83(1986)-  41 22 32.21769(N)    085 14 22.87533(W) AD(       ) 2
 MD0849  NAD 27      -  41 22 32.04300(N)    085 14 22.96780(W) AD(       ) 2
 MD0849  NAVD 88 (08/22/16)  305.917  (m)         1003.66   (f) SUPERSEDED  3 0
 MD0849  NGVD 29 (08/22/16)  306.06   (m)         1004.1    (f) RESET       3  
 MD0849  NGVD 29             306.06   (m)         1004.1    (f) LEVELING    3  
 MD0849
 MD0849.Superseded values are not recommended for survey control.
 MD0849
 MD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0849.See file dsdata.pdf to determine how the superseded data were derived.
 MD0849
 MD0849_MARKER: DS = TRIANGULATION STATION DISK
 MD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0849_STAMPING: AVILLE 1946
 MD0849_MARK LOGO: CGS
 MD0849_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0849+STABILITY: SURFACE MOTION
 MD0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0849+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2019
 MD0849
 MD0849  HISTORY     - Date     Condition        Report By
 MD0849  HISTORY     - 1946     MONUMENTED       CGS
 MD0849  HISTORY     - 1963     GOOD             CGS
 MD0849  HISTORY     - 1968     SEE DESCRIPTION  LOCSUR
 MD0849  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD0849  HISTORY     - 1970     GOOD             NGS
 MD0849  HISTORY     - 19880817 GOOD             NGS
 MD0849  HISTORY     - 20061117 GOOD             INDIV
 MD0849  HISTORY     - 20110713 GOOD             JCLS
 MD0849  HISTORY     - 20191023 GOOD             INDOT
 MD0849
 MD0849                          STATION DESCRIPTION
 MD0849
 MD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0849'STATION IS LOCATED ON STATE HIGHWAYS 3 AND 8, 0.6 MILE NORTH OF AVILLA
 MD0849'AND ABOUT 5 MILES SOUTHEAST OF KENDALLVILLE.  IT IS 58 FEET EAST OF
 MD0849'CENTERLINE OF STATE HIGHWAYS 3 AND 8, 29 FEET SOUTHEAST OF A POWERLINE
 MD0849'POST AND IS 31 FEET SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD0849'DISK IS STAMPED AVILLE 1946.
 MD0849'
 MD0849'REFERENCE MARK NO. 1 85.59 FEET NORTHEAST FROM THE STATION AND IS 1
 MD0849'FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD0849'AVILLE NO 1 1946.
 MD0849'
 MD0849'AZIMUTH MARK IS 0.2 MILE SOUTH OF STATION.  IT IS 38 FEET WEST OF THE
 MD0849'CENTERLINE OF STATE HIGHWAYS 8 AND 3, 1 FOOT WEST OF TELEPHONE POLE, 2
 MD0849'FEET NORTHEAST OF A FENCE CORNER AND 8 FEET SOUTH OF A DRIVE WAY.  THE
 MD0849'MARK IS FLUSH AND THE DISK IS STAMPED AVILLE 1946.
 MD0849'
 MD0849'Z 161 (USC AND GS) WAS USED AS A REFERENCE MARK.  IT IS 133.25 FEET
 MD0849'SOUTHWEST OF THE STATION, 34 FEET EAST OF STATE HIGHWAYS 8 AND 3 AND
 MD0849'IS 2.5 FEET NORTHWEST OF A BRICK POST THE MARK IS A STANDARD USC AND
 MD0849'GS B.M. DISK SET IN AN 8 BY 8 CONCRETE POST FLUSH.
 MD0849'
 MD0849'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAYS 3 AND 8 IN AVILLA
 MD0849'GO NORTH ON STATE HIGHWAYS 8 AND 3 FOR 0.6 MILE TO STATION ON RIGHT AS
 MD0849'DESCRIBED.
 MD0849'
 MD0849'TO REACH AZIMUTH MARK GO SOUTH 0.2 MILE FROM STATION ON STATE HIGHWAYS
 MD0849'8 AND 3 TO AZIMUTH ON RIGHT AS DESCRIBED.
 MD0849'
 MD0849'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD0849
 MD0849                          STATION RECOVERY (1963)
 MD0849
 MD0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0849'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED, EXCEPT
 MD0849'THAT THERE APPEARS TO BE AN ERROR OR BLUNDER IN DETERMINING THE
 MD0849'AZIMUTH TO THE AZIMUTH MARK.  THE AZIMUTH TO THE TWO REFERENCE MARKS
 MD0849'APPARENTLY ARE CORRECT AND THE AZIMUTH MARK IS 7 DEG. 14 MIN.  TO THE
 MD0849'LEFT OF BENCH MARK Z 161 INSTEAD OF THE DATA-INDICATED 28 DEG. 48 MIN.
 MD0849'TO THE RIGHT OF SAME.
 MD0849'
 MD0849'ABOUT 0.7 MILE N ALONG NOS. 3 AND 8 INDIANA HWYS. FROM THEIR JUNCTION
 MD0849'AT THE MAIN CORNER IN AVILLA, JUST N (MAYBE LATER IN) OF CEMETERY, 58
 MD0849'FEET E OF CENTER LINE OF 22-FOOT ASPHALT PAVEMENT, OPPOSITE CREST OF
 MD0849'HWY. GRADES, 32 FEET SE OF POWER POLE, 31-1/2 FEET S OF FENCE, ABOUT 7
 MD0849'YARDS S OF FOOT OF SLOPED 3-FOOT BANK, STANDARD DISKS STAMPED AVILLE
 MD0849'1946 IN 1A AND 7A MARKS WITH THE TOP MARK FLUSH WITH THE GROUND.
 MD0849'
 MD0849'REFERENCE STAMPED AVILLAE NO 1 1946, NOTE 11A, FLUSH, IS 85.55 FEET OR
 MD0849'26.076 METERS ENE IN AZIMUTH 249 DEG. 02 MIN. FROM STATION, 137 FEET E
 MD0849'OF C/L OF HWY., AND 1 FOOT S OF A FENCE.
 MD0849'
 MD0849'COAST SURVEY BENCH MARK STAMPED Z 161 1946, PROJECTS 0.3 FOOT, IS
 MD0849'133.29 FEET OR (40.627 METERS) AS MEASURED WITH 300-FOOT TAPE S IN
 MD0849'AZIMUTH 13 DEG. 53 MIN.  FROM STATION, 33 FEET E OF HWY. C/L, 3 FEET
 MD0849'NE OF NE CORNER OF BRICK POST AS PRESENT NW CORNER OF CEMETERY, AND
 MD0849'1.5 FEET S OF STEEL WITNESS POST, A STANDARD BENCH MARK DISK IN TOP OF
 MD0849'CONCRETE POST.
 MD0849'
 MD0849'AZIMUTH MARK STAMPED AVILLE 1946, NOTE 16A, IS ABOUT 0.25 MILE S FROM
 MD0849'STATION, 39-1/2 FEET W OF CENTER LINE OF THE HWY., 4.7 FEET HIGHER
 MD0849'THAN SAME, 8 FEET S OF CENTER LINE OF A DRIVEWAY, 2-1/2 FEET NE OF
 MD0849'FENCE CORNER, ONE FOOT W OF TELEPHONE POLE, PROJECTS 0.4 FOOT.
 MD0849
 MD0849                          STATION RECOVERY (1968)
 MD0849
 MD0849'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (LH)
 MD0849'RECOVERED BY NOBLE COUNTY SURVEYORS OFFICE
 MD0849'
 MD0849'MARK STAMPED AVILLE 1946 (AZIMUTH MARK) FOUND, APPROXIMATELY THE TOP 2
 MD0849'FEET OF CONCRETE MONUMENT (WITH BRASS PLUG) HAS BEEN BROKEN OFF AND IS
 MD0849'LYING ON WEST R/W LINE OF STATE ROAD NO. 3 NEAR DESCRIBED LOCATION.
 MD0849'DID NOT LOCATE BOTTOM OF MONUMENT.
 MD0849
 MD0849                          STATION RECOVERY (1970)
 MD0849
 MD0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MD0849'THE UNDERGROUND STATION MARK AND THE BENCH MARK WERE FOUND IN GOOD
 MD0849'CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED BY GRADING AND THE DISK
 MD0849'WAS SALVAGED.  THE AZIMUTH MARK WAS DESTROYED BY GRADING.  THE SURFACE
 MD0849'STATION MARK WAS RESET HOLDING THE UNDERGROUND POINT.  REFERENCE MARK
 MD0849'2 WAS SET.  THERE WAS NO OBJECT AVAILABLE FROM WHICH TO SET A NEW
 MD0849'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.  THE DISTANCE TO BM Z 161
 MD0849'CHECKED.
 MD0849'
 MD0849'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF A CEMETRY 1/2 MILE
 MD0849'NORTH OF AVILLA, 46 FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVE TO
 MD0849'THE CEMETERY, 58 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 3, 32
 MD0849'FEET SOUTHEAST OF A POWER POLE AND 37 FEET SOUTHEAST OF A FENCE
 MD0849'CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AVILLE
 MD0849'1946 1970.  (NOTE 1A 7A)
 MD0849'
 MD0849'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AVILLE 1946 NO 2 1970 SET
 MD0849'IN A DRILL HOLE IN THE TOP OF A BOULDER PROJECTING ABOUT 6 INCHES.  IT
 MD0849'IS 9 FEET SOUTH OF A FENCE AND 70 FEET NORTH OF THE CENTERLINE OF THE
 MD0849'DRIVE.
 MD0849'
 MD0849'BM Z 161 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED Z 161 1946
 MD0849'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES, 1 FOOT
 MD0849'SOUTH OF A METAL WITNESS POST, 85 FEET SOUTH OF THE CENTERLINE OF THE
 MD0849'DRIVE, 3 FEET NORTHEAST OF A BRICK FENCE POST, 32 FEET EAST OF THE
 MD0849'CENTERLINE OF THE HIGHWAY AND 7 FEET WEST OF A POWER POLE.
 MD0849'
 MD0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE NORTH OF
 MD0849'AVILLA.
 MD0849'
 MD0849'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 MD0849
 MD0849                          STATION RECOVERY (1970)
 MD0849
 MD0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD0849'0.6 MI N FROM AVILLA.
 MD0849'THE MARK IS LOCATED 0.6 MILE NORTH ALONG STATE HIGHWAY 3 FROM
 MD0849'AVILLA AT THE NORTHWEST CORNER OF A CEMETERY, 46 FEET NORTH
 MD0849'OF THE CENTERLINE OF NORTH DRIVE TO CEMETERY, 58 FEET EAST OF
 MD0849'THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF A POWER POLE,
 MD0849'37 FEET SOUTHEAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE
 MD0849'POST PROJECTING 2 INCHES.
 MD0849
 MD0849                          STATION RECOVERY (1988)
 MD0849
 MD0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MD0849'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) EAST OF INTERSTATE
 MD0849'HIGHWAY 69, 9.7 KM (6.05 MI) SOUTH OF KENDALLVILLE, 1.1 KM (0.70 MI)
 MD0849'NORTH OF AVILLA AND IN THE NORTHWEST CORNER OF THE ST. MARYS CEMETERY.
 MD0849'OWNERSHIP--DIOCESE OF FORT WAYNE, SOUTH BEND INDIANA, INC.  CARETAKER
 MD0849'IS ST. MARYS CATHOLIC CHURCH, AVILLA, IN 46710, PHONE 219-897-3261.
 MD0849'
 MD0849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 8 IN
 MD0849'AVILLA, GO NORTH ON STATE HIGHWAY 3 FOR 1.1 KM (0.70 MI) TO THE
 MD0849'CEMETERY AND THE MARK ON THE RIGHT.
 MD0849'
 MD0849'THE STATION MARK IS A STANDARD CGS TRIANGULATION STATION DISK STAMPED
 MD0849'---AVILLE 1946---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 MD0849'PROJECTS 2 INCHES ABOVE THE GROUND.  LOCATED 17.68 M (58.0 FT) EAST
 MD0849'FROM CENTER OF STATE HIGWAY 3, 14.02 M (46.0 FT) NORTH FROM CENTER OF
 MD0849'NORTH ENTRANCE DRIVE TO CEMETERY, 9.75 M (32.0 FT) SOUTHEAST FROM
 MD0849'UTILITY POLE AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.  GPS
 MD0849'SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY D.A. BOWLING.
 MD0849
 MD0849                          STATION RECOVERY (2006)
 MD0849
 MD0849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0849'PREVIOUS DESCRIPTION ERRONEOUSLY READS 'EAST OF INTERSTATE HIGHWAY
 MD0849'69'.  MARK IS WEST OF INTERSTATE HIGHWAY 69.  ALSO, WITNESS POST IS
 MD0849'GONE.
 MD0849
 MD0849                          STATION RECOVERY (2011)
 MD0849
 MD0849'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 MD0849'RECOVERED IN GOOD CONDITION.
 MD0849
 MD0849                          STATION RECOVERY (2019)
 MD0849
 MD0849'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 MD0849'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0850 ***********************************************************************
 MD0850  DESIGNATION -  AVILLE RM 2
 MD0850  PID         -  MD0850
 MD0850  STATE/COUNTY-  IN/NOBLE
 MD0850  COUNTRY     -  US
 MD0850  USGS QUAD   -  CORUNNA (2019)
 MD0850
 MD0850                         *CURRENT SURVEY CONTROL
 MD0850  ______________________________________________________________________
 MD0850* NAD 83(1986) POSITION- 41 22 32.45   (N) 085 14 21.99   (W)   HD_HELD1
 MD0850* NAVD 88 ORTHO HEIGHT -   305.97  (meters)     1003.8   (feet) RESET
 MD0850  ______________________________________________________________________
 MD0850  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 MD0850  VERT ORDER      -  THIRD
 MD0850
 MD0850.The horizontal coordinates were determined by differentially corrected
 MD0850.hand held GPS observations or other comparable positioning techniques
 MD0850.and have an estimated accuracy of +/- 3 meters.
 MD0850
 MD0850.The orthometric height was computed from unverified reset data.
 MD0850
 MD0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0850.GEOID18 height accuracy estimate available here.
 MD0850
 MD0850.Click photographs - Photos may exist for this station.
 MD0850
 MD0850;                    North         East    Units  Estimated Accuracy
 MD0850;SPC IN E     -   680,367.0     135,738.6     MT  (+/- 3 meters HH1 GPS) 
 MD0850
 MD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4722481957(NAD 83)
 MD0850
 MD0850                          SUPERSEDED SURVEY CONTROL
 MD0850
 MD0850  NGVD 29 (08/22/16)  306.11   (m)         1004.3    (f) RESET       3  
 MD0850
 MD0850.Superseded values are not recommended for survey control.
 MD0850
 MD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0850.See file dsdata.pdf to determine how the superseded data were derived.
 MD0850
 MD0850_MARKER: DR = REFERENCE MARK DISK
 MD0850_SETTING: 80 = SET IN A BOULDER
 MD0850_STAMPING: AVILLE 1946 NO 2 1970
 MD0850_MARK LOGO: CGS
 MD0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0850+STABILITY: SURFACE MOTION
 MD0850
 MD0850  HISTORY     - Date     Condition        Report By
 MD0850  HISTORY     - 1946     MONUMENTED       CGS
 MD0850
 MD0850                          STATION DESCRIPTION
 MD0850
 MD0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (LFS)
 MD0850'0.6 MI N FROM AVILLA.
 MD0850'THE MARK IS LOCATED ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY
 MD0850'3 FROM AVILLA, A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE
 MD0850'IN THE TOP OF A BOULDER WHICH PROJECTS 6 INCHES, NEAR THE
 MD0850'NORTHWEST EDGE OF A CEMETERY, 9 FEET SOUTH OF A FENCE AND 70
 MD0850'FEET NORTH OF THE CENTERLINE OF NORTH CEMETERY DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8491 ***********************************************************************
 AE8491  CBN         -  This is a Cooperative Base Network Control Station.
 AE8491  DESIGNATION -  AVON
 AE8491  PID         -  AE8491
 AE8491  STATE/COUNTY-  IN/HENDRICKS
 AE8491  COUNTRY     -  US
 AE8491  USGS QUAD   -  BROWNSBURG (2019)
 AE8491
 AE8491                         *CURRENT SURVEY CONTROL
 AE8491  ______________________________________________________________________
 AE8491* NAD 83(2011) POSITION- 39 45 40.88847(N) 086 24 11.94690(W)   ADJUSTED
 AE8491* NAD 83(2011) ELLIP HT-   219.524 (meters)        (06/27/12)   ADJUSTED
 AE8491* NAD 83(2011) EPOCH   -  2010.00
 AE8491* NAVD 88 ORTHO HEIGHT -   252.7   (meters)      829.    (feet) GPS OBS
 AE8491  ______________________________________________________________________
 AE8491  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8491  GEOID HEIGHT    -        -33.061 (meters)                     GEOID96
 AE8491  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 AE8491  NAD 83(2011) X  -    308,009.215 (meters)                     COMP
 AE8491  NAD 83(2011) Y  - -4,900,195.318 (meters)                     COMP
 AE8491  NAD 83(2011) Z  -  4,057,792.695 (meters)                     COMP
 AE8491  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 AE8491
 AE8491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8491  Standards:
 AE8491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8491  -------------------------------------------------------------------
 AE8491  NETWORK    1.15   2.55           0.54   0.36   1.30     -0.06935797
 AE8491  -------------------------------------------------------------------
 AE8491  Click here for local accuracies and other accuracy information.
 AE8491
 AE8491.The horizontal coordinates were established by GPS observations
 AE8491.and adjusted by the National Geodetic Survey in June 2012.
 AE8491
 AE8491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8491.been affixed to the stable North American tectonic plate. See 
 AE8491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8491
 AE8491.The horizontal coordinates are valid at the epoch date displayed above
 AE8491.which is a decimal equivalence of Year/Month/Day.
 AE8491
 AE8491.The orthometric height was determined by GPS observations and a
 AE8491.high-resolution geoid model.
 AE8491
 AE8491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8491.GEOID18 height accuracy estimate available here.
 AE8491
 AE8491.Click photographs - Photos may exist for this station.
 AE8491
 AE8491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8491
 AE8491.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8491
 AE8491.The ellipsoidal height was determined by GPS observations
 AE8491.and is referenced to NAD 83.
 AE8491
 AE8491. The following values were computed from the NAD 83(2011) position.
 AE8491
 AE8491;                    North         East     Units Scale Factor Converg.
 AE8491;SPC IN W     -   501,242.695   958,269.033   MT  1.00000845   +0 26 05.8
 AE8491;SPC IN W     - 1,644,493.74  3,143,920.99   sFT  1.00000845   +0 26 05.8
 AE8491;UTM  16      - 4,401,441.045   551,109.577   MT  0.99963216   +0 22 53.9
 AE8491
 AE8491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8491!SPC IN W     -   0.99996556  x   1.00000845  =   0.99997401
 AE8491!UTM  16      -   0.99996556  x   0.99963216  =   0.99959773
 AE8491
 AE8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5110901441(NAD 83)
 AE8491
 AE8491                          SUPERSEDED SURVEY CONTROL
 AE8491
 AE8491  NAD 83(2007)-  39 45 40.88854(N)    086 24 11.94783(W) AD(2002.00) 0
 AE8491  ELLIP H (02/10/07)  219.544  (m)                       GP(2002.00)    
 AE8491  NAD 83(1997)-  39 45 40.88869(N)    086 24 11.94784(W) AD(       ) B
 AE8491  ELLIP H (04/10/98)  219.556  (m)                       GP(       ) 4 1
 AE8491
 AE8491.Superseded values are not recommended for survey control.
 AE8491
 AE8491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8491.See file dsdata.pdf to determine how the superseded data were derived.
 AE8491
 AE8491_MARKER: I = METAL ROD
 AE8491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8491_STAMPING: AVON 1997
 AE8491_PROJECTION: FLUSH
 AE8491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8491+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2017
 AE8491_ROD/PIPE-DEPTH: 7.3 meters
 AE8491_SLEEVE-DEPTH  : 1.22 meters
 AE8491
 AE8491  HISTORY     - Date     Condition        Report By
 AE8491  HISTORY     - 1997     MONUMENTED       SEC
 AE8491  HISTORY     - 20070328 GOOD             GRWAS
 AE8491  HISTORY     - 20130508 GOOD             GEOCAC
 AE8491  HISTORY     - 20170217 GOOD             INDIV
 AE8491
 AE8491                          STATION DESCRIPTION
 AE8491
 AE8491'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8491'IN AVON, ON THE GROUNDS OF THE AVON MIDDLE SCHOOL.  FROM INTERSECTION
 AE8491'OF U.S. HIGHWAY 36 AND STATE HIGHWAY 267, GO WEST ON U.S. HIGHWAY 36
 AE8491'FOR 0.30 KILOMETERS (0.20 MI) TO AN ASPHALT T ROAD HEADING SOUTH,
 AE8491'THENCE SOUTH ON T ROAD FOR 150 METERS (492.1 FT) TO STATION ON THE
 AE8491'RIGHT.  LOCATED 20.1 METERS (65.9 FT) WEST OF CENTER OF NORTH ACCESS
 AE8491'DRIVE TO MIDDLE SCHOOL, 8.7 METERS (28.5 FT) SOUTH OF THE SOUTH EDGE
 AE8491'OF ASPHALT PARKING LOT, 27.5 METERS (90.2 FT) SOUTHEAST OF THE
 AE8491'SOUTHEAST CORNER OF BRICK AND WOOD FRAME OFFICE BUILDING, 41.6 METERS
 AE8491'(136.5 FT) NORTH-NORTHWEST OF NORTH EDGE OF CONCRETE AREA LIGHT BASE
 AE8491'AND 40.7 METERS (133.5 FT) WEST OF WEST EDGE OF CONCRETE AREA LIGHT
 AE8491'BASE.
 AE8491
 AE8491                          STATION RECOVERY (2007)
 AE8491
 AE8491'RECOVERY NOTE BY GRW AERIAL SURVEY 2007
 AE8491'RECOVERED IN GOOD CONDITION.
 AE8491
 AE8491                          STATION RECOVERY (2013)
 AE8491
 AE8491'RECOVERY NOTE BY GEOCACHING 2013 (KMB)
 AE8491'RECOVERED IN GOOD CONDITION.
 AE8491
 AE8491                          STATION RECOVERY (2017)
 AE8491
 AE8491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 AE8491'RECOVERED IN GOOD CONDITION. CLEANED OUT THE DIRT AND MADE SURE THE
 AE8491'FLAPPER DOOR WOULD CLOSE OVER THE POINT. THE SCHOOL NAME FROM THE
 AE8491'STATION DESCRIPTION HAS CHANGED TO AVON INTERMEDIATE SCHOOL WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2530 ***********************************************************************
 ME2530  DESIGNATION -  AYLES
 ME2530  PID         -  ME2530
 ME2530  STATE/COUNTY-  IN/PORTER
 ME2530  COUNTRY     -  US
 ME2530  USGS QUAD   -  HEBRON (2019)
 ME2530
 ME2530                         *CURRENT SURVEY CONTROL
 ME2530  ______________________________________________________________________
 ME2530* NAD 83(1997) POSITION- 41 19 05.09627(N) 087 08 46.15621(W)   ADJUSTED
 ME2530* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2530  ______________________________________________________________________
 ME2530  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME2530  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 ME2530  HORZ ORDER      -  THIRD
 ME2530
 ME2530.The horizontal coordinates were established by classical geodetic methods
 ME2530.and adjusted by the National Geodetic Survey in May 1999.
 ME2530
 ME2530.The orthometric height was scaled from a topographic map.
 ME2530
 ME2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2530.GEOID18 height accuracy estimate available here.
 ME2530
 ME2530.Click photographs - Photos may exist for this station.
 ME2530
 ME2530.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2530
 ME2530. The following values were computed from the NAD 83(1997) position.
 ME2530
 ME2530;                    North         East     Units Scale Factor Converg.
 ME2530;SPC IN W     -   673,884.183   894,740.196   MT  0.99996701   -0 02 29.3
 ME2530;SPC IN W     - 2,210,901.69  2,935,493.46   sFT  0.99996701   -0 02 29.3
 ME2530;UTM  16      - 4,574,078.493   487,767.463   MT  0.99960184   -0 05 47.4
 ME2530
 ME2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2530!SPC IN W     -   0.99997253  x   0.99996701  =   0.99993954
 ME2530!UTM  16      -   0.99997253  x   0.99960184  =   0.99957438
 ME2530
 ME2530:                Primary Azimuth Mark                     Grid Az
 ME2530:SPC IN W     -  AYLES AZ MK                              267 57 03.9
 ME2530:UTM  16      -  AYLES AZ MK                              268 00 22.0
 ME2530
 ME2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8776774078(NAD 83)
 ME2530
 ME2530|---------------------------------------------------------------------|
 ME2530| PID    Reference Object                     Distance      Geod. Az  |
 ME2530|                                                           dddmmss.s |
 ME2530| CM2714 AYLES RM 1                           18.645 METERS 17802     |
 ME2530| CM2713 AYLES AZ MK                                        2675434.6 |
 ME2530| CM2715 AYLES RM 2                            7.876 METERS 26757     |
 ME2530| ME2529 AYLES 2                               6.280 METERS 35918     |
 ME2530|---------------------------------------------------------------------|
 ME2530
 ME2530                          SUPERSEDED SURVEY CONTROL
 ME2530
 ME2530  NAD 83(1986)-  41 19 05.10139(N)    087 08 46.16319(W) AD(       ) 3
 ME2530  NAD 27      -  41 19 04.96340(N)    087 08 46.06200(W) AD(       ) 3
 ME2530
 ME2530.Superseded values are not recommended for survey control.
 ME2530
 ME2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2530.See file dsdata.pdf to determine how the superseded data were derived.
 ME2530
 ME2530_MARKER: DS = TRIANGULATION STATION DISK
 ME2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2530_STAMPING: AYLES 1952
 ME2530_MARK LOGO: CGS
 ME2530_PROJECTION: FLUSH
 ME2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2530+STABILITY: SURFACE MOTION
 ME2530
 ME2530  HISTORY     - Date     Condition        Report By
 ME2530  HISTORY     - 1952     MONUMENTED       CGS
 ME2530  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ME2530
 ME2530                          STATION DESCRIPTION
 ME2530
 ME2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2530'STATION IS LOCATED ABOUT 6 MILES WEST OF KOUTS AND 2-1/2 MILES EAST
 ME2530'OF HEBRON ON RIGHT-OF-WAY OF
 ME2530'STATE HIGHWAY 8.  IT IS 31 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME2530'AND 5 FEET WEST OF A WHITE WITNESS
 ME2530'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED AYLES
 ME2530'1952.
 ME2530'
 ME2530'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME2530'AND 1 FOOT NORTH OF A FENCE.
 ME2530'THE MARK IS FLUSH AND THE DISK IS STAMPED AYLES NO 1 1952.
 ME2530'
 ME2530'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME2530'AND 1 FOOT SOUTH OF A FENCE.
 ME2530'THE MARK IS FLUSH AND THE DISK IS STAMPED AYLES NO 2 1952.
 ME2530'
 ME2530'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8, 2
 ME2530'FEET EAST OF A WHITE WITNESS
 ME2530'POST AND 1 FOOT NORTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4
 ME2530'INCHES AND THE DISK IS STAMPED AYLES
 ME2530'1952.
 ME2530'
 ME2530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 8 IN
 ME2530'HEBRON, GO EAST ON HIGHWAY 8
 ME2530'FOR 2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 ME2530'CONTINUE EAST ON HIGHWAY FOR 0.3 MILE
 ME2530'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2530'
 ME2530'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2530
 ME2530                          STATION RECOVERY (1956)
 ME2530
 ME2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ME2530'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2530'CONDITION.  ROAD CONSTRUCTION ON
 ME2530'STATE HIGHWAY 8 WILL DESTROY ALL THE MARKS.  THEY WERE MOVED AND A
 ME2530'NEW STATION, AYLES 2 WAS
 ME2530'ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF AYLES 2 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2529 ***********************************************************************
 ME2529  DESIGNATION -  AYLES 2
 ME2529  PID         -  ME2529
 ME2529  STATE/COUNTY-  IN/PORTER
 ME2529  COUNTRY     -  US
 ME2529  USGS QUAD   -  HEBRON (2019)
 ME2529
 ME2529                         *CURRENT SURVEY CONTROL
 ME2529  ______________________________________________________________________
 ME2529* NAD 83(1997) POSITION- 41 19 05.29982(N) 087 08 46.15947(W)   NO CHECK
 ME2529* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2529  ______________________________________________________________________
 ME2529  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME2529  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 ME2529  HORZ ORDER      -  THIRD
 ME2529
 ME2529.The horizontal coordinates were established by classical geodetic methods
 ME2529.and adjusted by the National Geodetic Survey in May 1999.
 ME2529
 ME2529.No horizontal observational check was made to the station.
 ME2529
 ME2529.The orthometric height was scaled from a topographic map.
 ME2529
 ME2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2529.GEOID18 height accuracy estimate available here.
 ME2529
 ME2529.Click photographs - Photos may exist for this station.
 ME2529
 ME2529.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2529
 ME2529. The following values were computed from the NAD 83(1997) position.
 ME2529
 ME2529;                    North         East     Units Scale Factor Converg.
 ME2529;SPC IN W     -   673,890.462   894,740.125   MT  0.99996701   -0 02 29.3
 ME2529;SPC IN W     - 2,210,922.29  2,935,493.23   sFT  0.99996701   -0 02 29.3
 ME2529;UTM  16      - 4,574,084.770   487,767.398   MT  0.99960184   -0 05 47.4
 ME2529
 ME2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2529!SPC IN W     -   0.99997253  x   0.99996701  =   0.99993954
 ME2529!UTM  16      -   0.99997253  x   0.99960184  =   0.99957438
 ME2529
 ME2529:                Primary Azimuth Mark                     Grid Az
 ME2529:SPC IN W     -  AYLES 2 AZ MK                            266 35 30.8
 ME2529:UTM  16      -  AYLES 2 AZ MK                            266 38 48.9
 ME2529
 ME2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8776774084(NAD 83)
 ME2529
 ME2529|---------------------------------------------------------------------|
 ME2529| PID    Reference Object                     Distance      Geod. Az  |
 ME2529|                                                           dddmmss.s |
 ME2529| CM2718 AYLES 2 RM 5                          4.498 METERS 06758     |
 ME2529| CM2716 AYLES 2 RM 3                         25.557 METERS 09018     |
 ME2529| ME2530 AYLES                                 6.280 METERS 17918     |
 ME2529| ME1293 AYLES 2 AZ MK                                      2663301.5 |
 ME2529| CM2713 AYLES AZ MK                                        2670959.6 |
 ME2529| CM2719 AYLES 2 RM 6                         66.395 METERS 26843     |
 ME2529| CM2717 AYLES 2 RM 4                         18.617 METERS 26946     |
 ME2529|---------------------------------------------------------------------|
 ME2529
 ME2529                          SUPERSEDED SURVEY CONTROL
 ME2529
 ME2529  NAD 83(1986)-  41 19 05.30494(N)    087 08 46.16645(W) AD(       ) 3
 ME2529  NAD 27      -  41 19 05.16700(N)    087 08 46.06520(W) AD(       ) 3
 ME2529
 ME2529.Superseded values are not recommended for survey control.
 ME2529
 ME2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2529.See file dsdata.pdf to determine how the superseded data were derived.
 ME2529
 ME2529_MARKER: DS = TRIANGULATION STATION DISK
 ME2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2529_STAMPING: AYLES 2 1956 1972
 ME2529_MARK LOGO: NGS
 ME2529_PROJECTION: FLUSH
 ME2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2529+STABILITY: SURFACE MOTION
 ME2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2529+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2023
 ME2529
 ME2529  HISTORY     - Date     Condition        Report By
 ME2529  HISTORY     - 1956     MONUMENTED       CGS
 ME2529  HISTORY     - 1968     GOOD             CGS
 ME2529  HISTORY     - 1972     GOOD             LOCSUR
 ME2529  HISTORY     - 1972     SEE DESCRIPTION  NGS
 ME2529  HISTORY     - 20230104 GOOD             IN-127
 ME2529
 ME2529                          STATION DESCRIPTION
 ME2529
 ME2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ME2529'STATION IS LOCATED ABOUT 6 MILES WEST OF KOUTS AND 3 MILES EAST OF
 ME2529'HEBRON ALONG THE NORTH SIDE OF STATE HIGHWAY 8, 66 FEET EAST OF A
 ME2529'POWER POLE, 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8, AND 1 FOOT
 ME2529'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2529'IS STAMPED AYLES 2 1956.
 ME2529'
 ME2529'REFERENCE MARK NO. 3 IS 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2529'8.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AYLES 2 NO 3
 ME2529'1956.
 ME2529'
 ME2529'REFERENCE MARK NO. 4 IS 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8
 ME2529'AND 5 FEET EAST-SOUTHEAST OF POWER POLE.  THE MARK PROJECTS 2 INCHES
 ME2529'AND THE DISK IS STAMPED AYLES 2 NO 4 1956.
 ME2529'
 ME2529'AZIMUTH MARK IS ABOUT 100 FEET SOUTH-SOUTHWEST OF THE HAROLD BRADDOCK
 ME2529'FARMHOUSE, 49 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8 AND 1 FOOT
 ME2529'NORTH OF A FENCE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 ME2529'STAMPED AYLES 2 1956.
 ME2529'
 ME2529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 53 IN
 ME2529'HEBRON, GO EAST ON STATE HIGHWAY 8 FOR 2.45 MILES TO THE AZIMUTH MARK
 ME2529'ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON STATE HIGHWAY 8 FOR 0.3
 ME2529'MILE TO THE STATION ON THE LEFT.
 ME2529'
 ME2529'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2529
 ME2529                          STATION RECOVERY (1968)
 ME2529
 ME2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2529'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  A
 ME2529'SEARCH WAS MADE FOR THE STATION MARK AND REFERENCE MARKS BUT NO TRACE
 ME2529'COULD BE FOUND OF THEM.  BY USING THE EXISTING MEASUREMENT OF 42 FEET
 ME2529'NORTH OF THE CENTERLINE OF THE ROAD THE STATION MARK AND REFERENCE
 ME2529'MARKS WOULD BE IN THE BACK SLOPE OF A DITCH LINE AND ARE ASSUMED LOST.
 ME2529'
 ME2529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF
 ME2529'HEBRON.
 ME2529
 ME2529                          STATION RECOVERY (1972)
 ME2529
 ME2529'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (SK)
 ME2529'RECOVERED BY KRULL AND SON INC.
 ME2529'
 ME2529'AYLES 2 1956, BASE FOUND, BUT NO DISK. (FLUSH)
 ME2529'
 ME2529'AYLES 2 NO. 3 1956, BASE FOUND, BUT NO DISK (1 FT. UNDER)
 ME2529'
 ME2529'AYLES 2 NO. 4 1956, NOTHING FOUND, EXCEPT A FEW PIECES OF BROKEN
 ME2529'CEMENT.
 ME2529'
 ME2529'AYLES 2 1956 (AZIMUTH MARK) WAS FOUND AND APPEARED TO BE OK.
 ME2529'
 ME2529'DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF HEBRON.
 ME2529
 ME2529                          STATION RECOVERY (1972)
 ME2529
 ME2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2529'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 ME2529'CONDITION.  THE SURFACE STATION MARK WAS FOUND BROKEN OFF.  REFERENCE
 ME2529'MARK 3 WAS FOUND WITH THE TOP PORTION BROKEN OFF.  REFERENCE MARK 4
 ME2529'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  A NEW
 ME2529'DESCRIPTION FOLLOWS-
 ME2529'
 ME2529'THE STATION IS LOCATED ABOUT 6 MILES WEST OF KOUTS, ON
 ME2529'ROAD-RIGHT-OF-WAY, 67 FEET EAST OF POWER POLE NO. 431-624, 41 FEET
 ME2529'NORTH OF THE CENTERLINE OF STATE HIGHWAY 8, 6 FEET SOUTH OF A FENCE, 1
 ME2529'FOOT WEST OF A METAL WITNESS POST AND 217 FEET EAST OF A CONCRETE
 ME2529'HEADWALL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AYLES 2 1956.
 ME2529'
 ME2529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231, STATE
 ME2529'HIGHWAYS 2 AND 8 AT HEBRON, GO EAST ON HIGHWAY 8 FOR 2.5 MILES TO THE
 ME2529'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE
 ME2529'TO THE STATION ON THE LEFT.
 ME2529'
 ME2529'REFERENCE MARK 5 IS 1 FOOT SOUTH OF A FENCE, 81 FEET EAST OF THE POWER
 ME2529'POLE, AND 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 ME2529'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AYLES 2 1956 NO 5
 ME2529'1972.
 ME2529'
 ME2529'REFERENCE MARK 6 IS A STANDARD DISK STAMPED AYLES 2 1956 NO 6 1972 SET
 ME2529'IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL, 38 FEET NORTH OF
 ME2529'THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTH OF A FENCE AND 11 FEET
 ME2529'EAST OF THE CENTERLINE OF A FIELD ENTRANCE.
 ME2529'
 ME2529'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE CORNER POST AND A METAL
 ME2529'WITNESS POST, 8 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 49
 ME2529'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 7 FEET SOUTHEAST OF
 ME2529'THE SOUTH END OF A CONCRETE HEADWALL.  THE MONUMENT PROJECTS 2 INCHES
 ME2529'AND THE DISK IS STAMPED AYLES 2 1956.
 ME2529'
 ME2529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES EAST
 ME2529'OF HEBRON.
 ME2529'
 ME2529'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2529
 ME2529                          STATION RECOVERY (2023)
 ME2529
 ME2529'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME2529'TO REACH FROM THE INTERSECTION OF STATE ROUTE 2 - U.S. ROUTE 231 AND
 ME2529'STATE ROUTE 8 IN HEBRON, GO EAST ON STATE ROUTE 8 FOR 2.8 MI (4.5 KM)
 ME2529'AND STATION IS ON THE LEFT, 41.3 FT (12.6 M) NORTH OF THE CENTERLINE
 ME2529'OF PAVEMENT, 54.2 FT (16.5 M) EAST OF POWER POLE NO.431-624, N
 ME2529'88-46-29 E, 217.90 FT (66.4 M) EAST OF AYLES 2 NO.6. STATION MARK IS
 ME2529'SET IN THE TOP OF CONCRETE BASE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1293 ***********************************************************************
 ME1293  DESIGNATION -  AYLES 2 AZ MK
 ME1293  PID         -  ME1293
 ME1293  STATE/COUNTY-  IN/PORTER
 ME1293  COUNTRY     -  US
 ME1293  USGS QUAD   -  HEBRON (2019)
 ME1293
 ME1293                         *CURRENT SURVEY CONTROL
 ME1293  ______________________________________________________________________
 ME1293* NAD 83(1986) POSITION- 41 19 04.35   (N) 087 09 06.85   (W)   HD_HELD1
 ME1293* NAVD 88 ORTHO HEIGHT -   208.60  (meters)      684.4   (feet) RESET
 ME1293  ______________________________________________________________________
 ME1293  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 ME1293  VERT ORDER      -  THIRD
 ME1293
 ME1293.The horizontal coordinates were determined by differentially corrected
 ME1293.hand held GPS observations or other comparable positioning techniques
 ME1293.and have an estimated accuracy of +/- 3 meters.
 ME1293
 ME1293.The orthometric height was computed from unverified reset data.
 ME1293
 ME1293.No vertical observational check was made to the station.
 ME1293
 ME1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1293.GEOID18 height accuracy estimate available here.
 ME1293
 ME1293.Click photographs - Photos may exist for this station.
 ME1293
 ME1293;                    North         East    Units  Estimated Accuracy
 ME1293;SPC IN W     -   673,861.5     894,258.9     MT  (+/- 3 meters HH1 GPS) 
 ME1293
 ME1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8728674056(NAD 83)
 ME1293
 ME1293                          SUPERSEDED SURVEY CONTROL
 ME1293
 ME1293.No superseded survey control is available for this station.
 ME1293
 ME1293_MARKER: DZ = AZIMUTH MARK DISK
 ME1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1293_STAMPING: AYLES 2 RESET 1952 1956
 ME1293_MARK LOGO: CGS
 ME1293_PROJECTION: PROJECTING 5 CENTIMETERS
 ME1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1293+STABILITY: SURFACE MOTION
 ME1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1293+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2023
 ME1293
 ME1293  HISTORY     - Date     Condition        Report By
 ME1293  HISTORY     - 1956     MONUMENTED       CGS
 ME1293  HISTORY     - 1972     GOOD             NGS
 ME1293  HISTORY     - 20230224 GOOD             IN-127
 ME1293
 ME1293                          STATION DESCRIPTION
 ME1293
 ME1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ME1293'2.5 MI E FROM HEBRON.
 ME1293'2.5 MILES EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION WITH
 ME1293'STATE HIGHWAY 2 AND U.S. HIGHWAY 231 AT HEBRON, 1 FOOT NORTH OF
 ME1293'A FENCE CORNER POST AND A METAL WITNESS POST, 8 FEET WEST OF
 ME1293'THE CENTERLINE OF A FIELD ENTRANCE, 49 FEET SOUTH OF THE CENTERLINE
 ME1293'OF THE HIGHWAY, 7 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 ME1293'HEADWALL, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 ME1293'INCHES.
 ME1293
 ME1293                          STATION RECOVERY (2023)
 ME1293
 ME1293'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1293'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND STATE HIGHWAY 2
 ME1293'(U.S. HIGHWAY 231) AT HEBRON, GO EAST ON STATE HIGHWAY 8 FOR 2.5 MI
 ME1293'(4.0 KM) AND STATION IS ON THE RIGHT, 49 FT (14.9 M) SOUTH OF HIGHWAY,
 ME1293'8 FT (2.4 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 7 FT (2.1 M)
 ME1293'SOUTH-SOUTHEAST OF SOUTH END OF WEST CONCRETE HEADWALL, 99.7 FT (30.4
 ME1293'M) SOUTHEAST OF NATIONAL GEODETIC SURVEY MONUMENT H 141 1946 RESET
 ME1293'(ME1292).  STATION IS SET IN THE TOP OF CONCRETE MONUMENT PROJECTING 2
 ME1293'INCHES (5 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1792 ***********************************************************************
 KA1792  DESIGNATION -  AYRSHIRE COLLIERY CHINWOK TK
 KA1792  PID         -  KA1792
 KA1792  STATE/COUNTY-  IN/CLAY
 KA1792  COUNTRY     -  US
 KA1792  USGS QUAD   -  STAUNTON (2019)
 KA1792
 KA1792                         *CURRENT SURVEY CONTROL
 KA1792  ______________________________________________________________________
 KA1792* NAD 83(1997) POSITION- 39 28 01.27711(N) 087 10 32.94469(W)   ADJUSTED
 KA1792  ______________________________________________________________________
 KA1792  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KA1792  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 KA1792  HORZ ORDER      -  THIRD
 KA1792
 KA1792.The horizontal coordinates were established by classical geodetic methods
 KA1792.and adjusted by the National Geodetic Survey in May 1999.
 KA1792
 KA1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1792.GEOID18 height accuracy estimate available here.
 KA1792
 KA1792.Click photographs - Photos may exist for this station.
 KA1792
 KA1792.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1792
 KA1792. The following values were computed from the NAD 83(1997) position.
 KA1792
 KA1792;                    North         East     Units Scale Factor Converg.
 KA1792;SPC IN W     -   468,347.338   892,041.587   MT  0.99996745   -0 03 31.6
 KA1792;SPC IN W     - 1,536,569.56  2,926,639.77   sFT  0.99996745   -0 03 31.6
 KA1792;UTM  16      - 4,368,619.284   484,876.198   MT  0.99960282   -0 06 42.3
 KA1792
 KA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8487668619(NAD 83)
 KA1792
 KA1792                          SUPERSEDED SURVEY CONTROL
 KA1792
 KA1792  NAD 83(1986)-  39 28 01.28222(N)    087 10 32.93726(W) AD(       ) 3
 KA1792  NAD 27      -  39 28 01.13900(N)    087 10 32.88100(W) AD(       ) 3
 KA1792
 KA1792.Superseded values are not recommended for survey control.
 KA1792
 KA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1792.See file dsdata.pdf to determine how the superseded data were derived.
 KA1792
 KA1792_MARKER: 53 = ELEVATED TANK
 KA1792
 KA1792  HISTORY     - Date     Condition        Report By
 KA1792  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1792
 KA1792                          STATION DESCRIPTION
 KA1792
 KA1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1792'THIS IS AN INTERSECTION STATION.
 KA1792'
 KA1792'THE STATION IS LOCATED ON GROUNDS OF THE AYRSHIRE COLLIERIES, ABOUT
 KA1792'1.5 MILES SOUTHEAST OF STAUNTON. IT IS A 4-LEGGED STEEL
 KA1792'TANK, PAINTED SILVER, AND ABOUT 110 FEET HIGH.
 KA1792'
 KA1792'THE POINT INTERSECTED WAS THE RED WARNING LIGHT AT THE APEX ON THE
 KA1792'TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0532 ***********************************************************************
 JZ0532  DESIGNATION -  B 1
 JZ0532  PID         -  JZ0532
 JZ0532  STATE/COUNTY-  IN/DEARBORN
 JZ0532  COUNTRY     -  US
 JZ0532  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0532
 JZ0532                         *CURRENT SURVEY CONTROL
 JZ0532  ______________________________________________________________________
 JZ0532* NAD 83(1986) POSITION- 39 05 32.     (N) 084 50 52.     (W)   SCALED
 JZ0532* NAVD 88 ORTHO HEIGHT -   146.215 (meters)      479.71  (feet) POSTED
 JZ0532  ______________________________________________________________________
 JZ0532  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 JZ0532  DYNAMIC HEIGHT  -        146.12  (meters)      479.4   (feet) COMP
 JZ0532  MODELED GRAVITY -    980,002.5   (mgal)                       NAVD 88
 JZ0532
 JZ0532  VERT ORDER      -  * POSTED, SEE BELOW
 JZ0532
 JZ0532.The horizontal coordinates were scaled from a map and have
 JZ0532.an estimated accuracy of +/- 6 seconds.
 JZ0532
 JZ0532.The orthometric height was determined by differential leveling
 JZ0532.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ0532
 JZ0532.* This is a POSTED BENCH MARK height.
 JZ0532
 JZ0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0532.GEOID18 height accuracy estimate available here.
 JZ0532
 JZ0532.Click photographs - Photos may exist for this station.
 JZ0532
 JZ0532.The dynamic height is computed by dividing the NAVD 88
 JZ0532.geopotential number by the normal gravity value computed on the
 JZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0532.degrees latitude (g = 980.6199 gals.).
 JZ0532
 JZ0532.The modeled gravity was interpolated from observed gravity values.
 JZ0532
 JZ0532;                    North         East    Units  Estimated Accuracy
 JZ0532;SPC IN E     -   427,050.      170,840.      MT  (+/- 180 meters Scaled)
 JZ0532
 JZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ861292(NAD 83)
 JZ0532
 JZ0532                          SUPERSEDED SURVEY CONTROL
 JZ0532
 JZ0532  NGVD 29 (??/??/92)  146.425  (m)          480.40   (f) ADJ UNCH    1 2
 JZ0532
 JZ0532.Superseded values are not recommended for survey control.
 JZ0532
 JZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0532.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0532
 JZ0532_MARKER: DB = BENCH MARK DISK
 JZ0532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0532_SP_SET: STEP
 JZ0532_STAMPING: B 1
 JZ0532_MARK LOGO: CGS
 JZ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0532
 JZ0532  HISTORY     - Date     Condition        Report By
 JZ0532  HISTORY     - 1917     MONUMENTED       CGS
 JZ0532  HISTORY     - 1947     MARK NOT FOUND   CGS
 JZ0532  HISTORY     - 1977     GOOD             USGS
 JZ0532  HISTORY     - 1986     GOOD             NGS
 JZ0532
 JZ0532                          STATION DESCRIPTION
 JZ0532
 JZ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0532'AT LAWRENCEBURG.
 JZ0532'AT LAWRENCEBURG, ALONG WALNUT STREET, AT THE AMERICAN STATE
 JZ0532'BANK BUILDING, SET IN THE TOP OF THE NORTHWEST END OF THE STONE
 JZ0532'STEP AT THE ENTRANCE TO THE BANK BUILDING, 0.8 FEET SOUTHEAST OF
 JZ0532'THE NORTHWEST END OF THE STEP, 10 FEET NORTHEAST OF THE NORTHEAST
 JZ0532'CURB OF WALNUT STREET AND ABOUT 1 FOOT ABOVE THE SIDE WALK.
 JZ0532
 JZ0532                          STATION RECOVERY (1977)
 JZ0532
 JZ0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0532'RECOVERED IN GOOD CONDITION.
 JZ0532
 JZ0532                          STATION RECOVERY (1986)
 JZ0532
 JZ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1666 ***********************************************************************
 HZ1666  DESIGNATION -  B 10
 HZ1666  PID         -  HZ1666
 HZ1666  STATE/COUNTY-  IN/JACKSON
 HZ1666  COUNTRY     -  US
 HZ1666  USGS QUAD   -  SEYMOUR (2019)
 HZ1666
 HZ1666                         *CURRENT SURVEY CONTROL
 HZ1666  ______________________________________________________________________
 HZ1666* NAD 83(1986) POSITION- 38 55 28.     (N) 085 58 00.     (W)   SCALED
 HZ1666* NAVD 88 ORTHO HEIGHT -   170.739 (meters)      560.17  (feet) ADJUSTED
 HZ1666  ______________________________________________________________________
 HZ1666  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 HZ1666  DYNAMIC HEIGHT  -        170.631 (meters)      559.81  (feet) COMP
 HZ1666  MODELED GRAVITY -    979,993.0   (mgal)                       NAVD 88
 HZ1666
 HZ1666  VERT ORDER      -  FIRST     CLASS II
 HZ1666
 HZ1666.The horizontal coordinates were scaled from a map and have
 HZ1666.an estimated accuracy of +/- 6 seconds.
 HZ1666
 HZ1666.The orthometric height was determined by differential leveling and
 HZ1666.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1666.in June 1991.
 HZ1666
 HZ1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1666.GEOID18 height accuracy estimate available here.
 HZ1666
 HZ1666.Click photographs - Photos may exist for this station.
 HZ1666
 HZ1666.The dynamic height is computed by dividing the NAVD 88
 HZ1666.geopotential number by the normal gravity value computed on the
 HZ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1666.degrees latitude (g = 980.6199 gals.).
 HZ1666
 HZ1666.The modeled gravity was interpolated from observed gravity values.
 HZ1666
 HZ1666;                    North         East    Units  Estimated Accuracy
 HZ1666;SPC IN E     -   408,150.       73,990.      MT  (+/- 180 meters Scaled)
 HZ1666
 HZ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ895088(NAD 83)
 HZ1666
 HZ1666                          SUPERSEDED SURVEY CONTROL
 HZ1666
 HZ1666  NGVD 29 (??/??/92)  170.860  (m)          560.56   (f) ADJ UNCH    1 2
 HZ1666
 HZ1666.Superseded values are not recommended for survey control.
 HZ1666
 HZ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1666.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1666
 HZ1666_MARKER: DB = BENCH MARK DISK
 HZ1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1666_STAMPING: 560.563 B 10 1930
 HZ1666_MARK LOGO: CGS
 HZ1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1666+STABILITY: SURFACE MOTION
 HZ1666
 HZ1666  HISTORY     - Date     Condition        Report By
 HZ1666  HISTORY     - 1930     MONUMENTED       CGS
 HZ1666  HISTORY     - 1934     GOOD             CGS
 HZ1666
 HZ1666                          STATION DESCRIPTION
 HZ1666
 HZ1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1666'4 MI SW FROM SEYMOUR.
 HZ1666'4.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HZ1666'FROM SEYMOUR, JACKSON COUNTY, 546 FEET WEST OF MILEPOST C 92,
 HZ1666'30 FEET EAST OF POLE 92/05, NEAR A PRIVATE-ROAD CROSSING, AT
 HZ1666'A SIDE TRACK, 19.8 FEET SOUTH OF THE SOUTH RAIL, AND IN LINE
 HZ1666'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 560.563 B 10 1930
 HZ1666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HZ1666'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1746 ***********************************************************************
 LB1746  DESIGNATION -  B 100
 LB1746  PID         -  LB1746
 LB1746  STATE/COUNTY-  IN/WARREN
 LB1746  COUNTRY     -  US
 LB1746  USGS QUAD   -  WEST LEBANON (2019)
 LB1746
 LB1746                         *CURRENT SURVEY CONTROL
 LB1746  ______________________________________________________________________
 LB1746* NAD 83(1986) POSITION- 40 15 03.     (N) 087 27 21.     (W)   SCALED
 LB1746* NAVD 88 ORTHO HEIGHT -   210.814 (meters)      691.65  (feet) ADJUSTED
 LB1746  ______________________________________________________________________
 LB1746  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 LB1746  DYNAMIC HEIGHT  -        210.708 (meters)      691.30  (feet) COMP
 LB1746  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 LB1746
 LB1746  VERT ORDER      -  SECOND    CLASS 0
 LB1746
 LB1746.The horizontal coordinates were scaled from a map and have
 LB1746.an estimated accuracy of +/- 6 seconds.
 LB1746
 LB1746.The orthometric height was determined by differential leveling and
 LB1746.adjusted by the NATIONAL GEODETIC SURVEY
 LB1746.in June 1991.
 LB1746
 LB1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1746.GEOID18 height accuracy estimate available here.
 LB1746
 LB1746.Click photographs - Photos may exist for this station.
 LB1746
 LB1746.The dynamic height is computed by dividing the NAVD 88
 LB1746.geopotential number by the normal gravity value computed on the
 LB1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1746.degrees latitude (g = 980.6199 gals.).
 LB1746
 LB1746.The modeled gravity was interpolated from observed gravity values.
 LB1746
 LB1746;                    North         East    Units  Estimated Accuracy
 LB1746;SPC IN W     -   555,440.      868,310.      MT  (+/- 180 meters Scaled)
 LB1746
 LB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK612556(NAD 83)
 LB1746
 LB1746                          SUPERSEDED SURVEY CONTROL
 LB1746
 LB1746  NGVD 29 (??/??/92)  210.854  (m)          691.78   (f) ADJ UNCH    2 0
 LB1746
 LB1746.Superseded values are not recommended for survey control.
 LB1746
 LB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1746.See file dsdata.pdf to determine how the superseded data were derived.
 LB1746
 LB1746_MARKER: DB = BENCH MARK DISK
 LB1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1746_STAMPING: B 100 1946
 LB1746_MARK LOGO: CGS
 LB1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1746+STABILITY: SURFACE MOTION
 LB1746
 LB1746  HISTORY     - Date     Condition        Report By
 LB1746  HISTORY     - 1946     MONUMENTED       CGS
 LB1746
 LB1746                          STATION DESCRIPTION
 LB1746
 LB1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1746'AT MARSHFIELD.
 LB1746'AT MARSHFIELD, ABOUT 0.15 MILE WEST OF THE CROSSING OF THE WABASH
 LB1746'RAILWAY, 53 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 LB1746'TO A SCHOOL BUILDING, 32 FEET NORTH OF THE CENTER LINE OF THE
 LB1746'ROAD, 28 FEET EAST OF A FENCE CORNER, 14 FEET NORTHWEST OF A
 LB1746'24 INCH MAPLE TREE, 1 FOOT SOUTH OF A WOVEN WIRE FENCE, AND
 LB1746'ABOUT LEVEL WITH THE BLACK TOP ROAD.  A STANDARD DISK, STAMPED
 LB1746'B 100 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1746'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1024 ***********************************************************************
 KA1024  DESIGNATION -  B 101
 KA1024  PID         -  KA1024
 KA1024  STATE/COUNTY-  IN/PARKE
 KA1024  COUNTRY     -  US
 KA1024  USGS QUAD   -  MONTEZUMA (2019)
 KA1024
 KA1024                         *CURRENT SURVEY CONTROL
 KA1024  ______________________________________________________________________
 KA1024* NAD 83(1986) POSITION- 39 49 21.     (N) 087 15 27.     (W)   SCALED
 KA1024* NAVD 88 ORTHO HEIGHT -   202.368 (meters)      663.94  (feet) ADJUSTED
 KA1024  ______________________________________________________________________
 KA1024  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 KA1024  DYNAMIC HEIGHT  -        202.255 (meters)      663.56  (feet) COMP
 KA1024  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 KA1024
 KA1024  VERT ORDER      -  SECOND    CLASS 0
 KA1024
 KA1024.The horizontal coordinates were scaled from a map and have
 KA1024.an estimated accuracy of +/- 6 seconds.
 KA1024
 KA1024.The orthometric height was determined by differential leveling and
 KA1024.adjusted by the NATIONAL GEODETIC SURVEY
 KA1024.in June 1991.
 KA1024
 KA1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1024.GEOID18 height accuracy estimate available here.
 KA1024
 KA1024.Click photographs - Photos may exist for this station.
 KA1024
 KA1024.The dynamic height is computed by dividing the NAVD 88
 KA1024.geopotential number by the normal gravity value computed on the
 KA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1024.degrees latitude (g = 980.6199 gals.).
 KA1024
 KA1024.The modeled gravity was interpolated from observed gravity values.
 KA1024
 KA1024;                    North         East    Units  Estimated Accuracy
 KA1024;SPC IN W     -   507,820.      885,090.      MT  (+/- 180 meters Scaled)
 KA1024
 KA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK779080(NAD 83)
 KA1024
 KA1024                          SUPERSEDED SURVEY CONTROL
 KA1024
 KA1024  NGVD 29 (??/??/92)  202.461  (m)          664.24   (f) ADJ UNCH    2 0
 KA1024
 KA1024.Superseded values are not recommended for survey control.
 KA1024
 KA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1024.See file dsdata.pdf to determine how the superseded data were derived.
 KA1024
 KA1024_MARKER: DB = BENCH MARK DISK
 KA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1024_STAMPING: B 101 1946
 KA1024_MARK LOGO: CGS
 KA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1024+STABILITY: SURFACE MOTION
 KA1024
 KA1024  HISTORY     - Date     Condition        Report By
 KA1024  HISTORY     - 1946     MONUMENTED       CGS
 KA1024
 KA1024                          STATION DESCRIPTION
 KA1024
 KA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1024'1.3 MI SW FROM BLOOMINGDALE.
 KA1024'ABOUT 0.7 MILE SOUTH ALONG THE MAIN ROAD FROM THE POST OFFICE
 KA1024'AT BLOOMINGDALE, THENCE ABOUT 0.6 MILE WEST ALONG A ROAD LEADING
 KA1024'TO MONTEZUMA, ABOUT 1.1 MILE WEST OF THE INTERSECTION OF U.S.
 KA1024'HIGHWAY 41, ABOUT 60 YARDS WEST OF A ROAD LEADING SOUTH, ABOUT
 KA1024'36 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY GREEN
 KA1024'HOUSE, ABOUT 60 FEET WEST OF A PRIVATE DRIVE-WAY LEADING NORTH,
 KA1024'2 FEET NORTHEAST OF A CONCRETE CORNER FENCE POST, 2 FEET WEST
 KA1024'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE ROAD
 KA1024'LEVEL.  A STANDARD DISK, STAMPED B 101 1946 AND SET IN THE TOP
 KA1024'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1022 ***********************************************************************
 KA1022  DESIGNATION -  B 102
 KA1022  PID         -  KA1022
 KA1022  STATE/COUNTY-  IN/PARKE
 KA1022  COUNTRY     -  US
 KA1022  USGS QUAD   -  MONTEZUMA (2019)
 KA1022
 KA1022                         *CURRENT SURVEY CONTROL
 KA1022  ______________________________________________________________________
 KA1022* NAD 83(1986) POSITION- 39 49 05.     (N) 087 17 15.     (W)   SCALED
 KA1022* NAVD 88 ORTHO HEIGHT -   175.447 (meters)      575.61  (feet) ADJUSTED
 KA1022  ______________________________________________________________________
 KA1022  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 KA1022  DYNAMIC HEIGHT  -        175.349 (meters)      575.29  (feet) COMP
 KA1022  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 KA1022
 KA1022  VERT ORDER      -  SECOND    CLASS 0
 KA1022
 KA1022.The horizontal coordinates were scaled from a map and have
 KA1022.an estimated accuracy of +/- 6 seconds.
 KA1022
 KA1022.The orthometric height was determined by differential leveling and
 KA1022.adjusted by the NATIONAL GEODETIC SURVEY
 KA1022.in June 1991.
 KA1022
 KA1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1022.GEOID18 height accuracy estimate available here.
 KA1022
 KA1022.Click photographs - Photos may exist for this station.
 KA1022
 KA1022.The dynamic height is computed by dividing the NAVD 88
 KA1022.geopotential number by the normal gravity value computed on the
 KA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1022.degrees latitude (g = 980.6199 gals.).
 KA1022
 KA1022.The modeled gravity was interpolated from observed gravity values.
 KA1022
 KA1022;                    North         East    Units  Estimated Accuracy
 KA1022;SPC IN W     -   507,340.      882,520.      MT  (+/- 180 meters Scaled)
 KA1022
 KA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK753076(NAD 83)
 KA1022
 KA1022                          SUPERSEDED SURVEY CONTROL
 KA1022
 KA1022  NGVD 29 (??/??/92)  175.542  (m)          575.92   (f) ADJ UNCH    2 0
 KA1022
 KA1022.Superseded values are not recommended for survey control.
 KA1022
 KA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1022.See file dsdata.pdf to determine how the superseded data were derived.
 KA1022
 KA1022_MARKER: DB = BENCH MARK DISK
 KA1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1022_STAMPING: B 102 1946
 KA1022_MARK LOGO: CGS
 KA1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1022+STABILITY: SURFACE MOTION
 KA1022
 KA1022  HISTORY     - Date     Condition        Report By
 KA1022  HISTORY     - 1946     MONUMENTED       CGS
 KA1022
 KA1022                          STATION DESCRIPTION
 KA1022
 KA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1022'2.2 MI SW FROM BLOOMINGDALE.
 KA1022'ABOUT 2.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KA1022'FROM THE STATION AT BLOOMINGDALE, AT A ROAD CROSSING, 45 FEET
 KA1022'SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 24 FEET SOUTH OF
 KA1022'THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF A CROSSING
 KA1022'SIGN, 12.5 FEET SOUTHWEST OF A 14 INCH ASH TREE SERVING AS A
 KA1022'FENCE CORNER POST, 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 KA1022'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 KA1022'FOOT BELOW THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KA1022'STAMPED B 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1022'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1002 ***********************************************************************
 KA1002  DESIGNATION -  B 103
 KA1002  PID         -  KA1002
 KA1002  STATE/COUNTY-  IN/FOUNTAIN
 KA1002  COUNTRY     -  US
 KA1002  USGS QUAD   -  ALAMO (2019)
 KA1002
 KA1002                         *CURRENT SURVEY CONTROL
 KA1002  ______________________________________________________________________
 KA1002* NAD 83(1986) POSITION- 39 58 02.     (N) 087 06 32.     (W)   SCALED
 KA1002* NAVD 88 ORTHO HEIGHT -   226.733 (meters)      743.87  (feet) ADJUSTED
 KA1002  ______________________________________________________________________
 KA1002  GEOID HEIGHT    -        -33.283 (meters)                     GEOID18
 KA1002  DYNAMIC HEIGHT  -        226.610 (meters)      743.47  (feet) COMP
 KA1002  MODELED GRAVITY -    980,075.9   (mgal)                       NAVD 88
 KA1002
 KA1002  VERT ORDER      -  SECOND    CLASS 0
 KA1002
 KA1002.The horizontal coordinates were scaled from a map and have
 KA1002.an estimated accuracy of +/- 6 seconds.
 KA1002
 KA1002.The orthometric height was determined by differential leveling and
 KA1002.adjusted by the NATIONAL GEODETIC SURVEY
 KA1002.in June 1991.
 KA1002
 KA1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1002.GEOID18 height accuracy estimate available here.
 KA1002
 KA1002.Click photographs - Photos may exist for this station.
 KA1002
 KA1002.The dynamic height is computed by dividing the NAVD 88
 KA1002.geopotential number by the normal gravity value computed on the
 KA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1002.degrees latitude (g = 980.6199 gals.).
 KA1002
 KA1002.The modeled gravity was interpolated from observed gravity values.
 KA1002
 KA1002;                    North         East    Units  Estimated Accuracy
 KA1002;SPC IN W     -   523,880.      897,820.      MT  (+/- 180 meters Scaled)
 KA1002
 KA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK907241(NAD 83)
 KA1002
 KA1002                          SUPERSEDED SURVEY CONTROL
 KA1002
 KA1002  NGVD 29 (??/??/92)  226.812  (m)          744.13   (f) ADJ UNCH    2 0
 KA1002
 KA1002.Superseded values are not recommended for survey control.
 KA1002
 KA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1002.See file dsdata.pdf to determine how the superseded data were derived.
 KA1002
 KA1002_MARKER: DB = BENCH MARK DISK
 KA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1002_STAMPING: B 103 1946
 KA1002_MARK LOGO: CGS
 KA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1002+STABILITY: SURFACE MOTION
 KA1002
 KA1002  HISTORY     - Date     Condition        Report By
 KA1002  HISTORY     - 1946     MONUMENTED       CGS
 KA1002
 KA1002                          STATION DESCRIPTION
 KA1002
 KA1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1002'9.2 MI E FROM KINGMAN.
 KA1002'ABOUT 9.2 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA1002'AT KINGMAN, AT A CROSS ROAD, ABOUT 1.0 MILE WEST OF THE
 KA1002'FOUNTAIN-MONTGOMERY COUNTY LINE, 26 FEET SOUTH OF THE CENTER
 KA1002'LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF THE
 KA1002'ROAD LEADING SOUTH, 8 FEET EAST OF A CONCRETE FENCE CORNER
 KA1002'POST, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN
 KA1002'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA1002'DISK, STAMPED B 103 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1002'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1756 ***********************************************************************
 LB1756  DESIGNATION -  B 104
 LB1756  PID         -  LB1756
 LB1756  STATE/COUNTY-  IN/FOUNTAIN
 LB1756  COUNTRY     -  US
 LB1756  USGS QUAD   -  PERRYSVILLE (2019)
 LB1756
 LB1756                         *CURRENT SURVEY CONTROL
 LB1756  ______________________________________________________________________
 LB1756* NAD 83(1986) POSITION- 40 06 53.     (N) 087 22 36.     (W)   SCALED
 LB1756* NAVD 88 ORTHO HEIGHT -   185.465 (meters)      608.48  (feet) ADJUSTED
 LB1756  ______________________________________________________________________
 LB1756  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 LB1756  DYNAMIC HEIGHT  -        185.370 (meters)      608.17  (feet) COMP
 LB1756  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 LB1756
 LB1756  VERT ORDER      -  SECOND    CLASS 0
 LB1756
 LB1756.The horizontal coordinates were scaled from a map and have
 LB1756.an estimated accuracy of +/- 6 seconds.
 LB1756
 LB1756.The orthometric height was determined by differential leveling and
 LB1756.adjusted by the NATIONAL GEODETIC SURVEY
 LB1756.in June 1991.
 LB1756
 LB1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1756.GEOID18 height accuracy estimate available here.
 LB1756
 LB1756.Click photographs - Photos may exist for this station.
 LB1756
 LB1756.The dynamic height is computed by dividing the NAVD 88
 LB1756.geopotential number by the normal gravity value computed on the
 LB1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1756.degrees latitude (g = 980.6199 gals.).
 LB1756
 LB1756.The modeled gravity was interpolated from observed gravity values.
 LB1756
 LB1756;                    North         East    Units  Estimated Accuracy
 LB1756;SPC IN W     -   540,300.      874,990.      MT  (+/- 180 meters Scaled)
 LB1756
 LB1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679405(NAD 83)
 LB1756
 LB1756                          SUPERSEDED SURVEY CONTROL
 LB1756
 LB1756  NGVD 29 (??/??/92)  185.526  (m)          608.68   (f) ADJ UNCH    2 0
 LB1756
 LB1756.Superseded values are not recommended for survey control.
 LB1756
 LB1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1756.See file dsdata.pdf to determine how the superseded data were derived.
 LB1756
 LB1756_MARKER: DB = BENCH MARK DISK
 LB1756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1756_SP_SET: CULVERT HEADWALL
 LB1756_STAMPING: B 104 1946
 LB1756_MARK LOGO: CGS
 LB1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1756+STABILITY: SURFACE MOTION
 LB1756
 LB1756  HISTORY     - Date     Condition        Report By
 LB1756  HISTORY     - 1946     MONUMENTED       CGS
 LB1756
 LB1756                          STATION DESCRIPTION
 LB1756
 LB1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1756'2.2 MI SE FROM COVINGTON.
 LB1756'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1756'AT COVINGTON, THENCE ABOUT 1.75 MILES SOUTH ALONG A BLACK TOP
 LB1756'ROAD, ABOUT 100 YARDS NORTHWEST OF THE CENTER OF A CURVE WITH
 LB1756'TANGENTS EXTENDING SOUTH AND NORTHWEST, AT THE JUNCTION OF A ROAD
 LB1756'LEADING NORTH, 11.5 FEET NORTHEAST OF THE CENTER LINE OF THE PAVED
 LB1756'ROAD, AND SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 LB1756'HEAD WALL OF A 4 FOOT CONCRETE CULVERT, ABOUT LEVEL WITH THE
 LB1756'ROAD.  A STANDARD DISK, STAMPED B 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0640 ***********************************************************************
 KA0640  DESIGNATION -  B 105
 KA0640  PID         -  KA0640
 KA0640  STATE/COUNTY-  IN/MONTGOMERY
 KA0640  COUNTRY     -  US
 KA0640  USGS QUAD   -  NEW MARKET (2019)
 KA0640
 KA0640                         *CURRENT SURVEY CONTROL
 KA0640  ______________________________________________________________________
 KA0640* NAD 83(1986) POSITION- 39 58 48.     (N) 086 55 02.     (W)   SCALED
 KA0640* NAVD 88 ORTHO HEIGHT -   244.709 (meters)      802.85  (feet) ADJUSTED
 KA0640  ______________________________________________________________________
 KA0640  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 KA0640  DYNAMIC HEIGHT  -        244.576 (meters)      802.41  (feet) COMP
 KA0640  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 KA0640
 KA0640  VERT ORDER      -  SECOND    CLASS 0
 KA0640
 KA0640.This mark is at Crawfordville Airport (CFJ)
 KA0640
 KA0640.The horizontal coordinates were scaled from a map and have
 KA0640.an estimated accuracy of +/- 6 seconds.
 KA0640
 KA0640.The orthometric height was determined by differential leveling and
 KA0640.adjusted by the NATIONAL GEODETIC SURVEY
 KA0640.in June 1991.
 KA0640
 KA0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0640.GEOID18 height accuracy estimate available here.
 KA0640
 KA0640.Click photographs - Photos may exist for this station.
 KA0640
 KA0640.The dynamic height is computed by dividing the NAVD 88
 KA0640.geopotential number by the normal gravity value computed on the
 KA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0640.degrees latitude (g = 980.6199 gals.).
 KA0640
 KA0640.The modeled gravity was interpolated from observed gravity values.
 KA0640
 KA0640;                    North         East    Units  Estimated Accuracy
 KA0640;SPC IN W     -   525,310.      914,190.      MT  (+/- 180 meters Scaled)
 KA0640
 KA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK070255(NAD 83)
 KA0640
 KA0640                          SUPERSEDED SURVEY CONTROL
 KA0640
 KA0640  NGVD 29 (??/??/92)  244.806  (m)          803.17   (f) ADJ UNCH    2 0
 KA0640
 KA0640.Superseded values are not recommended for survey control.
 KA0640
 KA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0640.See file dsdata.pdf to determine how the superseded data were derived.
 KA0640
 KA0640_MARKER: DB = BENCH MARK DISK
 KA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0640_STAMPING: B 105 1946
 KA0640_MARK LOGO: CGS
 KA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0640+STABILITY: SURFACE MOTION
 KA0640
 KA0640  HISTORY     - Date     Condition        Report By
 KA0640  HISTORY     - 1946     MONUMENTED       CGS
 KA0640
 KA0640                          STATION DESCRIPTION
 KA0640
 KA0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0640'4.7 MI SW FROM CRAWFORDSVILLE.
 KA0640'4.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURTHOUSE AT
 KA0640'CRAWFORDSVILLE, THENCE 0.6 MILE WEST ALONG A GRAVEL ROAD, AT
 KA0640'CRAWFORDSVILLE MUNICIPAL AIRPORT, 0.1 MILE SOUTH OF THE ENTRANCE,
 KA0640'AT THE SOUTH GABLE OF A CORRUGATED-TIN HANGAR, 12 FEET EAST OF THE
 KA0640'SOUTHWEST CORNER OF THE BUILDING, 1.5 FEET SOUTH OF THE SOUTH WALL,
 KA0640'3.8 FEET WEST OF A WIND-SOCK POLE, AND 2 FEET WEST OF A WHITE
 KA0640'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 105 1946 AND SET
 KA0640'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1410 ***********************************************************************
 ME1410  DESIGNATION -  B 106
 ME1410  PID         -  ME1410
 ME1410  STATE/COUNTY-  IN/NEWTON
 ME1410  COUNTRY     -  US
 ME1410  USGS QUAD   -  FAIR OAKS (2019)
 ME1410
 ME1410                         *CURRENT SURVEY CONTROL
 ME1410  ______________________________________________________________________
 ME1410* NAD 83(1986) POSITION- 41 00 47.     (N) 087 19 15.     (W)   SCALED
 ME1410* NAVD 88 ORTHO HEIGHT -   204.959 (meters)      672.44  (feet) ADJUSTED
 ME1410  ______________________________________________________________________
 ME1410  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 ME1410  DYNAMIC HEIGHT  -        204.871 (meters)      672.15  (feet) COMP
 ME1410  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 ME1410
 ME1410  VERT ORDER      -  SECOND    CLASS 0
 ME1410
 ME1410.The horizontal coordinates were scaled from a map and have
 ME1410.an estimated accuracy of +/- 6 seconds.
 ME1410
 ME1410.The orthometric height was determined by differential leveling and
 ME1410.adjusted by the NATIONAL GEODETIC SURVEY
 ME1410.in June 1991.
 ME1410
 ME1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1410.GEOID18 height accuracy estimate available here.
 ME1410
 ME1410.Click photographs - Photos may exist for this station.
 ME1410
 ME1410.The dynamic height is computed by dividing the NAVD 88
 ME1410.geopotential number by the normal gravity value computed on the
 ME1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1410.degrees latitude (g = 980.6199 gals.).
 ME1410
 ME1410.The modeled gravity was interpolated from observed gravity values.
 ME1410
 ME1410;                    North         East    Units  Estimated Accuracy
 ME1410;SPC IN W     -   640,040.      880,020.      MT  (+/- 180 meters Scaled)
 ME1410
 ME1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL730402(NAD 83)
 ME1410
 ME1410                          SUPERSEDED SURVEY CONTROL
 ME1410
 ME1410  NGVD 29 (??/??/92)  205.042  (m)          672.71   (f) ADJ UNCH    2 0
 ME1410
 ME1410.Superseded values are not recommended for survey control.
 ME1410
 ME1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1410.See file dsdata.pdf to determine how the superseded data were derived.
 ME1410
 ME1410_MARKER: DB = BENCH MARK DISK
 ME1410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1410_SP_SET: CULVERT HEADWALL
 ME1410_STAMPING: B 106 1946
 ME1410_MARK LOGO: CGS
 ME1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1410+STABILITY: SURFACE MOTION
 ME1410
 ME1410  HISTORY     - Date     Condition        Report By
 ME1410  HISTORY     - 1946     MONUMENTED       CGS
 ME1410  HISTORY     - 20081011 GOOD             GEOCAC
 ME1410
 ME1410                          STATION DESCRIPTION
 ME1410
 ME1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1410'6.3 MI E FROM ENOS.
 ME1410'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 14 FROM THE NEW YORK
 ME1410'CENTRAL RAILROAD STATION AT ENOS, ABOUT 0.6 MILE EAST OF THE
 ME1410'INTERSECTION WITH STATE HIGHWAY 55, 0.4 MILE WEST OF A CROSS
 ME1410'ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 ME1410'HEADWALL OF 7-FOOT CULVERT NUMBER 21, 22 FEET SOUTH OF THE CENTER
 ME1410'LINE OF THE HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THIS
 ME1410'MARK IS ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 14 FROM THE
 ME1410'CROSS ROADS AT PARR.
 ME1410
 ME1410                          STATION RECOVERY (2008)
 ME1410
 ME1410'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1410 ***********************************************************************
 LB1410  DESIGNATION -  B 107
 LB1410  PID         -  LB1410
 LB1410  STATE/COUNTY-  IN/NEWTON
 LB1410  COUNTRY     -  US
 LB1410  USGS QUAD   -  GOODLAND (2019)
 LB1410
 LB1410                         *CURRENT SURVEY CONTROL
 LB1410  ______________________________________________________________________
 LB1410* NAD 83(1986) POSITION- 40 51 55.8    (N) 087 20 46.8    (W)   HD_HELD2
 LB1410* NAVD 88 ORTHO HEIGHT -   197.516 (meters)      648.02  (feet) ADJUSTED
 LB1410  ______________________________________________________________________
 LB1410  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 LB1410  DYNAMIC HEIGHT  -        197.429 (meters)      647.73  (feet) COMP
 LB1410  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 LB1410
 LB1410  VERT ORDER      -  SECOND    CLASS 0
 LB1410
 LB1410.The horizontal coordinates were established by autonomous hand held GPS
 LB1410.observations and have an estimated accuracy of +/- 10 meters.
 LB1410
 LB1410.The orthometric height was determined by differential leveling and
 LB1410.adjusted by the NATIONAL GEODETIC SURVEY
 LB1410.in June 1991.
 LB1410
 LB1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1410.GEOID18 height accuracy estimate available here.
 LB1410
 LB1410.Click photographs - Photos may exist for this station.
 LB1410
 LB1410.The dynamic height is computed by dividing the NAVD 88
 LB1410.geopotential number by the normal gravity value computed on the
 LB1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1410.degrees latitude (g = 980.6199 gals.).
 LB1410
 LB1410.The modeled gravity was interpolated from observed gravity values.
 LB1410
 LB1410;                    North         East    Units  Estimated Accuracy
 LB1410;SPC IN W     -   623,655.      877,828.      MT  (+/- 10 meters HH2 GPS)
 LB1410
 LB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7081323884(NAD 83)
 LB1410
 LB1410                          SUPERSEDED SURVEY CONTROL
 LB1410
 LB1410  NGVD 29 (??/??/92)  197.591  (m)          648.26   (f) ADJ UNCH    2 0
 LB1410
 LB1410.Superseded values are not recommended for survey control.
 LB1410
 LB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1410.See file dsdata.pdf to determine how the superseded data were derived.
 LB1410
 LB1410_MARKER: DB = BENCH MARK DISK
 LB1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1410_STAMPING: B 107 1946
 LB1410_MARK LOGO: CGS
 LB1410_PROJECTION: PROJECTING 8 CENTIMETERS
 LB1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1410+STABILITY: SURFACE MOTION
 LB1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1410+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2016
 LB1410
 LB1410  HISTORY     - Date     Condition        Report By
 LB1410  HISTORY     - 1946     MONUMENTED       CGS
 LB1410  HISTORY     - 20080921 GOOD             GEOCAC
 LB1410  HISTORY     - 20160205 GOOD             AMESC
 LB1410
 LB1410                          STATION DESCRIPTION
 LB1410
 LB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1410'1 MI E FROM BROOK.
 LB1410'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 LB1410'AT BROOK, AT THE NORTHEAST CORNER OF A CEMETERY, 31 FEET SOUTH
 LB1410'OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTH OF THE NORTHEAST
 LB1410'CORNER OF THE CEMETERY FENCE, 104.5 FEET EAST OF THE NORTHEAST
 LB1410'CORNER OF A BRICK GATE POST AT THE CEMETERY ENTRANCE, SET IN THE
 LB1410'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH
 LB1410'THE HIGHWAY.
 LB1410
 LB1410                          STATION RECOVERY (2008)
 LB1410
 LB1410'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1410'RECOVERED IN GOOD CONDITION.
 LB1410
 LB1410                          STATION RECOVERY (2016)
 LB1410
 LB1410'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1410'THE STATION IS 121 FT (36.9 M) SOUTHWEST OF A POWER POLE WITH
 LB1410'TRANSFORMER, 113 FT (34.4 M) EAST OF THE CENTERLINE OF THE WEST
 LB1410'ENTRANCE TO THE CEMETERY, 108 FT (32.9 M) SOUTHEAST OF A POWER POLE,
 LB1410'100 FT (30.5 M) WEST OF THE CENTERLINE OF THE EAST ENTRANCE TO THE
 LB1410'CEMETERY.  THE FENCE AND BRICK GATE POST HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1338 ***********************************************************************
 LB1338  DESIGNATION -  B 108
 LB1338  PID         -  LB1338
 LB1338  STATE/COUNTY-  IN/JASPER
 LB1338  COUNTRY     -  US
 LB1338  USGS QUAD   -  REMINGTON (2019)
 LB1338
 LB1338                         *CURRENT SURVEY CONTROL
 LB1338  ______________________________________________________________________
 LB1338* NAD 83(1986) POSITION- 40 46 52.     (N) 087 09 13.     (W)   SCALED
 LB1338* NAVD 88 ORTHO HEIGHT -   220.456 (meters)      723.28  (feet) ADJUSTED
 LB1338  ______________________________________________________________________
 LB1338  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 LB1338  DYNAMIC HEIGHT  -        220.355 (meters)      722.95  (feet) COMP
 LB1338  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 LB1338
 LB1338  VERT ORDER      -  SECOND    CLASS 0
 LB1338
 LB1338.The horizontal coordinates were scaled from a map and have
 LB1338.an estimated accuracy of +/- 6 seconds.
 LB1338
 LB1338.The orthometric height was determined by differential leveling and
 LB1338.adjusted by the NATIONAL GEODETIC SURVEY
 LB1338.in June 1991.
 LB1338
 LB1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1338.GEOID18 height accuracy estimate available here.
 LB1338
 LB1338.Click photographs - Photos may exist for this station.
 LB1338
 LB1338.The dynamic height is computed by dividing the NAVD 88
 LB1338.geopotential number by the normal gravity value computed on the
 LB1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1338.degrees latitude (g = 980.6199 gals.).
 LB1338
 LB1338.The modeled gravity was interpolated from observed gravity values.
 LB1338
 LB1338;                    North         East    Units  Estimated Accuracy
 LB1338;SPC IN W     -   614,250.      894,070.      MT  (+/- 180 meters Scaled)
 LB1338
 LB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870144(NAD 83)
 LB1338
 LB1338                          SUPERSEDED SURVEY CONTROL
 LB1338
 LB1338  NGVD 29 (??/??/92)  220.533  (m)          723.53   (f) ADJ UNCH    2 0
 LB1338
 LB1338.Superseded values are not recommended for survey control.
 LB1338
 LB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1338.See file dsdata.pdf to determine how the superseded data were derived.
 LB1338
 LB1338_MARKER: DB = BENCH MARK DISK
 LB1338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1338_SP_SET: CULVERT HEADWALL
 LB1338_STAMPING: B 108 1946
 LB1338_MARK LOGO: CGS
 LB1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1338+STABILITY: SURFACE MOTION
 LB1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1338+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1338
 LB1338  HISTORY     - Date     Condition        Report By
 LB1338  HISTORY     - 1946     MONUMENTED       CGS
 LB1338  HISTORY     - 20070302 GOOD             INDIV
 LB1338  HISTORY     - 20071110 GOOD             GEOCAC
 LB1338  HISTORY     - 20120327 GOOD             IN-073
 LB1338
 LB1338                          STATION DESCRIPTION
 LB1338
 LB1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1338'1 MI N FROM REMINGTON.
 LB1338'ABOUT 1.05 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 LB1338'WITH U.S. HIGHWAY 24 AT REMINGTON, ABOUT 95 YARDS NORTH OF A
 LB1338'CROSS ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LB1338'HEADWALL OF A 16-INCH PIPE CULVERT, 21 FEET EAST OF THE CENTER
 LB1338'LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.
 LB1338
 LB1338                          STATION RECOVERY (2007)
 LB1338
 LB1338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JAB)
 LB1338'RECOVERED BY M.D. WESSLER AND ASSOCIATES
 LB1338
 LB1338                          STATION RECOVERY (2007)
 LB1338
 LB1338'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1338'RECOVERED IN GOOD CONDITION.
 LB1338
 LB1338                          STATION RECOVERY (2012)
 LB1338
 LB1338'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1370 ***********************************************************************
 LB1370  DESIGNATION -  B 109
 LB1370  PID         -  LB1370
 LB1370  STATE/COUNTY-  IN/WHITE
 LB1370  COUNTRY     -  US
 LB1370  USGS QUAD   -  WOLCOTT (2019)
 LB1370
 LB1370                         *CURRENT SURVEY CONTROL
 LB1370  ______________________________________________________________________
 LB1370* NAD 83(1986) POSITION- 40 48 33.     (N) 087 00 18.     (W)   SCALED
 LB1370* NAVD 88 ORTHO HEIGHT -   212.452 (meters)      697.02  (feet) ADJUSTED
 LB1370  ______________________________________________________________________
 LB1370  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 LB1370  DYNAMIC HEIGHT  -        212.355 (meters)      696.70  (feet) COMP
 LB1370  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 LB1370
 LB1370  VERT ORDER      -  SECOND    CLASS 0
 LB1370
 LB1370.The horizontal coordinates were scaled from a map and have
 LB1370.an estimated accuracy of +/- 6 seconds.
 LB1370
 LB1370.The orthometric height was determined by differential leveling and
 LB1370.adjusted by the NATIONAL GEODETIC SURVEY
 LB1370.in June 1991.
 LB1370
 LB1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1370.GEOID18 height accuracy estimate available here.
 LB1370
 LB1370.Click photographs - Photos may exist for this station.
 LB1370
 LB1370.The dynamic height is computed by dividing the NAVD 88
 LB1370.geopotential number by the normal gravity value computed on the
 LB1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1370.degrees latitude (g = 980.6199 gals.).
 LB1370
 LB1370.The modeled gravity was interpolated from observed gravity values.
 LB1370
 LB1370;                    North         East    Units  Estimated Accuracy
 LB1370;SPC IN W     -   617,370.      906,610.      MT  (+/- 180 meters Scaled)
 LB1370
 LB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995175(NAD 83)
 LB1370
 LB1370                          SUPERSEDED SURVEY CONTROL
 LB1370
 LB1370  NGVD 29 (??/??/92)  212.539  (m)          697.31   (f) ADJ UNCH    2 0
 LB1370
 LB1370.Superseded values are not recommended for survey control.
 LB1370
 LB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1370.See file dsdata.pdf to determine how the superseded data were derived.
 LB1370
 LB1370_MARKER: DB = BENCH MARK DISK
 LB1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1370_STAMPING: B 109 1946
 LB1370_MARK LOGO: CGS
 LB1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1370+STABILITY: SURFACE MOTION
 LB1370
 LB1370  HISTORY     - Date     Condition        Report By
 LB1370  HISTORY     - 1946     MONUMENTED       CGS
 LB1370
 LB1370                          STATION DESCRIPTION
 LB1370
 LB1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1370'5.6 MI NE FROM WOLCOTT.
 LB1370'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1370'STATION AT WOLCOTT, THENCE 3.6 MILES NORTH ALONG A DIRT AND
 LB1370'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF A CROSS ROAD, 45 FEET
 LB1370'NORTH OF THE CENTER LINE OF THE EAST-WEST PAVED ROAD, 16 FEET
 LB1370'EAST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 22.5
 LB1370'FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE LINE,
 LB1370'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 LB1370'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1400 ***********************************************************************
 ME1400  DESIGNATION -  B 110
 ME1400  PID         -  ME1400
 ME1400  STATE/COUNTY-  IN/JASPER
 ME1400  COUNTRY     -  US
 ME1400  USGS QUAD   -  GIFFORD (2019)
 ME1400
 ME1400                         *CURRENT SURVEY CONTROL
 ME1400  ______________________________________________________________________
 ME1400* NAD 83(1986) POSITION- 41 01 06.     (N) 087 01 36.     (W)   SCALED
 ME1400* NAVD 88 ORTHO HEIGHT -   207.460 (meters)      680.64  (feet) ADJUSTED
 ME1400  ______________________________________________________________________
 ME1400  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 ME1400  DYNAMIC HEIGHT  -        207.369 (meters)      680.34  (feet) COMP
 ME1400  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 ME1400
 ME1400  VERT ORDER      -  SECOND    CLASS 0
 ME1400
 ME1400.The horizontal coordinates were scaled from a map and have
 ME1400.an estimated accuracy of +/- 6 seconds.
 ME1400
 ME1400.The orthometric height was determined by differential leveling and
 ME1400.adjusted by the NATIONAL GEODETIC SURVEY
 ME1400.in June 1991.
 ME1400
 ME1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1400.GEOID18 height accuracy estimate available here.
 ME1400
 ME1400.Click photographs - Photos may exist for this station.
 ME1400
 ME1400.The dynamic height is computed by dividing the NAVD 88
 ME1400.geopotential number by the normal gravity value computed on the
 ME1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1400.degrees latitude (g = 980.6199 gals.).
 ME1400
 ME1400.The modeled gravity was interpolated from observed gravity values.
 ME1400
 ME1400;                    North         East    Units  Estimated Accuracy
 ME1400;SPC IN W     -   640,600.      904,770.      MT  (+/- 180 meters Scaled)
 ME1400
 ME1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977407(NAD 83)
 ME1400
 ME1400                          SUPERSEDED SURVEY CONTROL
 ME1400
 ME1400  NGVD 29 (??/??/92)  207.552  (m)          680.94   (f) ADJ UNCH    2 0
 ME1400
 ME1400.Superseded values are not recommended for survey control.
 ME1400
 ME1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1400.See file dsdata.pdf to determine how the superseded data were derived.
 ME1400
 ME1400_MARKER: DB = BENCH MARK DISK
 ME1400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1400_SP_SET: CULVERT HEADWALL
 ME1400_STAMPING: B 110 1946
 ME1400_MARK LOGO: CGS
 ME1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1400+STABILITY: SURFACE MOTION
 ME1400
 ME1400  HISTORY     - Date     Condition        Report By
 ME1400  HISTORY     - 1946     MONUMENTED       CGS
 ME1400  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1400  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1400
 ME1400                          STATION DESCRIPTION
 ME1400
 ME1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1400'2.2 MI S FROM NEWLAND.
 ME1400'ABOUT 2.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 ME1400'AT NEWLAND, 0.6 MILE SOUTH OF THE INTERSECTION WITH STATE HIGHWAY
 ME1400'14, 0.4 MILE NORTH OF THE T JUNCTION WITH AN EAST-WEST ROAD, IN
 ME1400'THE TOP OF THE NORTH END OF A LARGE EAST CONCRETE HEADWALL OF A
 ME1400'5-FOOT PIPE CULVERT OVER A DRAINAGE DITCH, 10 FEET EAST OF THE
 ME1400'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
 ME1400
 ME1400                          STATION RECOVERY (2005)
 ME1400
 ME1400'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1400'THE CONCRETE HEADWALL HAS BEEN DAMAGED.  NO EVIDENCE OF THE MARK WAS
 ME1400'FOUND.
 ME1400
 ME1400                          STATION RECOVERY (2012)
 ME1400
 ME1400'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0628 ***********************************************************************
 LB0628  DESIGNATION -  B 111
 LB0628  PID         -  LB0628
 LB0628  STATE/COUNTY-  IN/BOONE
 LB0628  COUNTRY     -  US
 LB0628  USGS QUAD   -  LEBANON (2019)
 LB0628
 LB0628                         *CURRENT SURVEY CONTROL
 LB0628  ______________________________________________________________________
 LB0628* NAD 83(1986) POSITION- 40 02 03.51   (N) 086 27 52.06   (W)   HD_HELD1
 LB0628* NAVD 88 ORTHO HEIGHT -   288.879 (meters)      947.76  (feet) ADJUSTED
 LB0628  ______________________________________________________________________
 LB0628  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB0628  DYNAMIC HEIGHT  -        288.719 (meters)      947.24  (feet) COMP
 LB0628  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 LB0628
 LB0628  VERT ORDER      -  SECOND    CLASS 0
 LB0628
 LB0628.The horizontal coordinates were determined by differentially corrected
 LB0628.hand held GPS observations or other comparable positioning techniques
 LB0628.and have an estimated accuracy of +/- 3 meters.
 LB0628
 LB0628.The orthometric height was determined by differential leveling and
 LB0628.adjusted by the NATIONAL GEODETIC SURVEY
 LB0628.in June 1991.
 LB0628
 LB0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0628.GEOID18 height accuracy estimate available here.
 LB0628
 LB0628.Click photographs - Photos may exist for this station.
 LB0628
 LB0628.The dynamic height is computed by dividing the NAVD 88
 LB0628.geopotential number by the normal gravity value computed on the
 LB0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0628.degrees latitude (g = 980.6199 gals.).
 LB0628
 LB0628.The modeled gravity was interpolated from observed gravity values.
 LB0628
 LB0628;                    North         East    Units  Estimated Accuracy
 LB0628;SPC IN W     -   531,510.4     952,819.8     MT  (+/- 3 meters HH1 GPS) 
 LB0628
 LB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4569031702(NAD 83)
 LB0628
 LB0628                          SUPERSEDED SURVEY CONTROL
 LB0628
 LB0628  NGVD 29 (??/??/92)  288.980  (m)          948.10   (f) ADJ UNCH    2 0
 LB0628
 LB0628.Superseded values are not recommended for survey control.
 LB0628
 LB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0628.See file dsdata.pdf to determine how the superseded data were derived.
 LB0628
 LB0628_MARKER: DB = BENCH MARK DISK
 LB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0628_STAMPING: B 111 1946
 LB0628_MARK LOGO: CGS
 LB0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0628+STABILITY: SURFACE MOTION
 LB0628
 LB0628  HISTORY     - Date     Condition        Report By
 LB0628  HISTORY     - 1946     MONUMENTED       CGS
 LB0628  HISTORY     - 20120315 POOR             GEOCAC
 LB0628
 LB0628                          STATION DESCRIPTION
 LB0628
 LB0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0628'AT LEBANON.
 LB0628'AT LEBANON, ON THE SOUTH SIDE OF TOWN, AT THE LEBANON AIRPORT,
 LB0628'81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 LB0628'BUILDING, 6 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A
 LB0628'FENCE LINE, 1 1/2 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A
 LB0628'STANDARD DISK, STAMPED B 111 1946 AND SET IN THE TOP OF A
 LB0628'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0628
 LB0628                          STATION RECOVERY (2012)
 LB0628
 LB0628'RECOVERY NOTE BY GEOCACHING 2012 (ECO)
 LB0628'AT LEBANON,, ON THE SOUTH SIDE OF TOWN, DUE WEST OF ENTRANCE TO
 LB0628'PARKING LOT ON WEST SIDE OF ABNER LONGLEY PARK AT NW CORNER OF
 LB0628'INTERSECTION OF E. THOMPSON STREET AND LONGLEY DRIVE, APPROX. 4 FEET
 LB0628'EAST OF FIRE HYDRANT, APPROX 3 FEET WEST OF ROAD.  B111 IS VISIBLE BUT
 LB0628'1946 HAS BEEN PARTIALLY DEFACED.  MARKER STILL ATTACHED TO MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0603 ***********************************************************************
 LB0603  DESIGNATION -  B 112
 LB0603  PID         -  LB0603
 LB0603  STATE/COUNTY-  IN/HAMILTON
 LB0603  COUNTRY     -  US
 LB0603  USGS QUAD   -  WESTFIELD (2019)
 LB0603
 LB0603                         *CURRENT SURVEY CONTROL
 LB0603  ______________________________________________________________________
 LB0603* NAD 83(1986) POSITION- 40 02 32.78   (N) 086 10 29.72   (W)   HD_HELD1
 LB0603* NAVD 88 ORTHO HEIGHT -   281.709 (meters)      924.24  (feet) ADJUSTED
 LB0603  ______________________________________________________________________
 LB0603  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 LB0603  DYNAMIC HEIGHT  -        281.552 (meters)      923.73  (feet) COMP
 LB0603  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LB0603
 LB0603  VERT ORDER      -  SECOND    CLASS 0
 LB0603
 LB0603.The horizontal coordinates were determined by differentially corrected
 LB0603.hand held GPS observations or other comparable positioning techniques
 LB0603.and have an estimated accuracy of +/- 3 meters.
 LB0603
 LB0603.The orthometric height was determined by differential leveling and
 LB0603.adjusted by the NATIONAL GEODETIC SURVEY
 LB0603.in June 1991.
 LB0603
 LB0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0603.GEOID18 height accuracy estimate available here.
 LB0603
 LB0603.Click photographs - Photos may exist for this station.
 LB0603
 LB0603.The dynamic height is computed by dividing the NAVD 88
 LB0603.geopotential number by the normal gravity value computed on the
 LB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0603.degrees latitude (g = 980.6199 gals.).
 LB0603
 LB0603.The modeled gravity was interpolated from observed gravity values.
 LB0603
 LB0603;                    North         East    Units  Estimated Accuracy
 LB0603;SPC IN E     -   532,353.5      56,626.3     MT  (+/- 3 meters HH1 GPS) 
 LB0603
 LB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7038532793(NAD 83)
 LB0603
 LB0603                          SUPERSEDED SURVEY CONTROL
 LB0603
 LB0603  NGVD 29 (??/??/92)  281.822  (m)          924.61   (f) ADJ UNCH    2 0
 LB0603
 LB0603.Superseded values are not recommended for survey control.
 LB0603
 LB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0603.See file dsdata.pdf to determine how the superseded data were derived.
 LB0603
 LB0603_MARKER: DB = BENCH MARK DISK
 LB0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0603_STAMPING: B 112 1946
 LB0603_MARK LOGO: CGS
 LB0603_PROJECTION: PROJECTING 8 CENTIMETERS
 LB0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0603+STABILITY: SURFACE MOTION
 LB0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0603+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 LB0603
 LB0603  HISTORY     - Date     Condition        Report By
 LB0603  HISTORY     - 1946     MONUMENTED       CGS
 LB0603  HISTORY     - 1973     GOOD             NGS
 LB0603  HISTORY     - 20040512 GOOD             PICI
 LB0603  HISTORY     - 20070116 GOOD             INDIV
 LB0603  HISTORY     - 20120801 GOOD             USI
 LB0603  HISTORY     - 20150502 GOOD             USI
 LB0603  HISTORY     - 20230228 GOOD             PRIVTE
 LB0603
 LB0603                          STATION DESCRIPTION
 LB0603
 LB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0603'2.2 MI W FROM WESTFIELD.
 LB0603'ALONG STATE HIGHWAY 32 ABOUT 2.25 MILES WEST OF WASHINGTON
 LB0603'HIGH SCHOOL AT WESTFIELD AND ABOUT 1.0 MILE EAST OF THE CROSS
 LB0603'ROAD AT EAGLE TOWN, 0.25 MILE EAST OF THE JUNCTION WITH A ROAD
 LB0603'LEADING NORTH, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0603'167 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO H.J.
 LB0603'MATTHEWS FARM HOUSE, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LB0603'OF A BARN, 4 FEET EAST OF A FENCE CORNER, 1.3 FOOT SOUTH OF A
 LB0603'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0603'A STANDARD DISK, STAMPED B 112 1946 AND SET IN THE TOP OF A
 LB0603'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0603
 LB0603                          STATION RECOVERY (1973)
 LB0603
 LB0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LB0603'RECOVERED IN GOOD CONDITION.
 LB0603
 LB0603                          STATION RECOVERY (2004)
 LB0603
 LB0603'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 LB0603'RECOVERED IN GOOD CONDITION.
 LB0603
 LB0603                          STATION RECOVERY (2007)
 LB0603
 LB0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TF)
 LB0603'MARK NO LONGER PROJECTS ABOVE GROUND LEVEL, IT IS FLUSH WITH GRADE.
 LB0603
 LB0603                          STATION RECOVERY (2012)
 LB0603
 LB0603'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (CHS)
 LB0603'RECOVERED IN GOOD CONDITION.
 LB0603
 LB0603                          STATION RECOVERY (2015)
 LB0603
 LB0603'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (CHS)
 LB0603'RECOVERED IN GOOD CONDITION.
 LB0603
 LB0603                          STATION RECOVERY (2023)
 LB0603
 LB0603'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2023 (PAK)
 LB0603'2.2 MI (3.5 KM) WEST FROM WESTFIELD.  ALONG STATE HIGHWAY 32 ABOUT
 LB0603'2.25 MI (3.62 KM) WEST OF WASHINGTON HIGH SCHOOL AT WESTFIELD AND
 LB0603'ABOUT 1.0 MI (1.6 KM) EAST OF THE CROSS ROAD AT EAGLE TOWN, 0.25 MI
 LB0603'(0.40 KM) EAST OF THE JUNCTION WITH SPRING MILLING ROAD.  8.5 FT (2.6
 LB0603'M) NORTH OF THE EDGE OF PAVEMENT, 3.5 FT (1.1 M) EAST OF CORNER POST.
 LB0603'WHITE WOODEN WITNESS POST IS GONE AND AN ORANGE CARSONITE WITNESS POST
 LB0603'IS NOW AT THE NORTH EDGE OF THE MARK.  MARK IS 64 FT (19.5 M) WEST OF
 LB0603'POWER POLE #3030057.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0880 ***********************************************************************
 LB0880  DESIGNATION -  B 113
 LB0880  PID         -  LB0880
 LB0880  STATE/COUNTY-  IN/BOONE
 LB0880  COUNTRY     -  US
 LB0880  USGS QUAD   -  HAZELRIGG (2019)
 LB0880
 LB0880                         *CURRENT SURVEY CONTROL
 LB0880  ______________________________________________________________________
 LB0880* NAD 83(1986) POSITION- 40 03 32.70   (N) 086 37 10.85   (W)   HD_HELD1
 LB0880* NAVD 88 ORTHO HEIGHT -   272.709 (meters)      894.71  (feet) ADJUSTED
 LB0880  ______________________________________________________________________
 LB0880  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LB0880  DYNAMIC HEIGHT  -        272.560 (meters)      894.22  (feet) COMP
 LB0880  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 LB0880
 LB0880  VERT ORDER      -  SECOND    CLASS 0
 LB0880
 LB0880.The horizontal coordinates were determined by differentially corrected
 LB0880.hand held GPS observations or other comparable positioning techniques
 LB0880.and have an estimated accuracy of +/- 3 meters.
 LB0880
 LB0880.The orthometric height was determined by differential leveling and
 LB0880.adjusted by the NATIONAL GEODETIC SURVEY
 LB0880.in June 1991.
 LB0880
 LB0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0880.GEOID18 height accuracy estimate available here.
 LB0880
 LB0880.Click photographs - Photos may exist for this station.
 LB0880
 LB0880.The dynamic height is computed by dividing the NAVD 88
 LB0880.geopotential number by the normal gravity value computed on the
 LB0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0880.degrees latitude (g = 980.6199 gals.).
 LB0880
 LB0880.The modeled gravity was interpolated from observed gravity values.
 LB0880
 LB0880;                    North         East    Units  Estimated Accuracy
 LB0880;SPC IN W     -   534,180.8     939,557.7     MT  (+/- 3 meters HH1 GPS) 
 LB0880
 LB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3243534384(NAD 83)
 LB0880
 LB0880                          SUPERSEDED SURVEY CONTROL
 LB0880
 LB0880  NGVD 29 (??/??/92)  272.802  (m)          895.02   (f) ADJ UNCH    2 0
 LB0880
 LB0880.Superseded values are not recommended for survey control.
 LB0880
 LB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0880.See file dsdata.pdf to determine how the superseded data were derived.
 LB0880
 LB0880_MARKER: DB = BENCH MARK DISK
 LB0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0880_SP_SET: BRIDGE WINGWALL
 LB0880_STAMPING: B 113 1946
 LB0880_MARK LOGO: CGS
 LB0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0880
 LB0880  HISTORY     - Date     Condition        Report By
 LB0880  HISTORY     - 1946     MONUMENTED       CGS
 LB0880  HISTORY     - 1977     GOOD             LOCENG
 LB0880
 LB0880                          STATION DESCRIPTION
 LB0880
 LB0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0880'0.4 MI N FROM DOVER.
 LB0880'ALONG STATE HIGHWAY 75 ABOUT 0.35 MILE NORTH OF JEFFERSON
 LB0880'TOWNSHIP SCHOOL AT DOVER, SET IN THE TOP OF THE SOUTHEAST
 LB0880'WINGWALL OF A 25-FOOT CONCRETE BRIDGE, 17 FEET EAST OF THE
 LB0880'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 LB0880'A STANDARD DISK, STAMPED B 113 1946.
 LB0880
 LB0880                          STATION RECOVERY (1977)
 LB0880
 LB0880'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0584 ***********************************************************************
 LB0584  DESIGNATION -  B 114
 LB0584  PID         -  LB0584
 LB0584  STATE/COUNTY-  IN/BOONE
 LB0584  COUNTRY     -  US
 LB0584  USGS QUAD   -  KIRKLIN (2019)
 LB0584
 LB0584                         *CURRENT SURVEY CONTROL
 LB0584  ______________________________________________________________________
 LB0584* NAD 83(1986) POSITION- 40 07 37.33   (N) 086 21 28.24   (W)   HD_HELD1
 LB0584* NAVD 88 ORTHO HEIGHT -   285.440 (meters)      936.48  (feet) ADJUSTED
 LB0584  ______________________________________________________________________
 LB0584  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 LB0584  DYNAMIC HEIGHT  -        285.283 (meters)      935.97  (feet) COMP
 LB0584  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LB0584
 LB0584  VERT ORDER      -  SECOND    CLASS 0
 LB0584
 LB0584.The horizontal coordinates were determined by differentially corrected
 LB0584.hand held GPS observations or other comparable positioning techniques
 LB0584.and have an estimated accuracy of +/- 3 meters.
 LB0584
 LB0584.The orthometric height was determined by differential leveling and
 LB0584.adjusted by the NATIONAL GEODETIC SURVEY
 LB0584.in June 1991.
 LB0584
 LB0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0584.GEOID18 height accuracy estimate available here.
 LB0584
 LB0584.Click photographs - Photos may exist for this station.
 LB0584
 LB0584.The dynamic height is computed by dividing the NAVD 88
 LB0584.geopotential number by the normal gravity value computed on the
 LB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0584.degrees latitude (g = 980.6199 gals.).
 LB0584
 LB0584.The modeled gravity was interpolated from observed gravity values.
 LB0584
 LB0584;                    North         East    Units  Estimated Accuracy
 LB0584;SPC IN W     -   541,875.0     961,835.6     MT  (+/- 3 meters HH1 GPS) 
 LB0584
 LB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5471242054(NAD 83)
 LB0584
 LB0584                          SUPERSEDED SURVEY CONTROL
 LB0584
 LB0584  NGVD 29 (??/??/92)  285.541  (m)          936.81   (f) ADJ UNCH    2 0
 LB0584
 LB0584.Superseded values are not recommended for survey control.
 LB0584
 LB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0584.See file dsdata.pdf to determine how the superseded data were derived.
 LB0584
 LB0584_MARKER: DB = BENCH MARK DISK
 LB0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0584_SP_SET: BRIDGE WINGWALL
 LB0584_STAMPING: B 114 1946
 LB0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0584
 LB0584  HISTORY     - Date     Condition        Report By
 LB0584  HISTORY     - 1946     MONUMENTED       CGS
 LB0584
 LB0584                          STATION DESCRIPTION
 LB0584
 LB0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0584'1 MI E FROM ELIZAVILLE.
 LB0584'ALONG STATE HIGHWAY 47 ABOUT 0.95 MILE EAST OF THE CROSS ROADS
 LB0584'AT ELIZAVILLE, 0.1 MILE WEST OF THE JUNCTION WITH A ROAD LEADING
 LB0584'SOUTH, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 15-FOOT
 LB0584'CONCRETE BRIDGE, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 LB0584'AND ABOUT 1 FOOT LOWER THAN ROAD LEVEL.  A STANDARD DISK,
 LB0584'STAMPED B 114 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0034 ***********************************************************************
 LB0034  DESIGNATION -  B 115
 LB0034  PID         -  LB0034
 LB0034  STATE/COUNTY-  IN/HOWARD
 LB0034  COUNTRY     -  US
 LB0034  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0034
 LB0034                         *CURRENT SURVEY CONTROL
 LB0034  ______________________________________________________________________
 LB0034* NAD 83(1986) POSITION- 40 32 12.     (N) 086 16 49.     (W)   SCALED
 LB0034* NAVD 88 ORTHO HEIGHT -   242.344 (meters)      795.09  (feet) ADJUSTED
 LB0034  ______________________________________________________________________
 LB0034  GEOID HEIGHT    -        -34.345 (meters)                     GEOID18
 LB0034  DYNAMIC HEIGHT  -        242.221 (meters)      794.69  (feet) COMP
 LB0034  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 LB0034
 LB0034  VERT ORDER      -  SECOND    CLASS 0
 LB0034
 LB0034.The horizontal coordinates were scaled from a map and have
 LB0034.an estimated accuracy of +/- 6 seconds.
 LB0034
 LB0034.The orthometric height was determined by differential leveling and
 LB0034.adjusted by the NATIONAL GEODETIC SURVEY
 LB0034.in June 1991.
 LB0034
 LB0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0034.GEOID18 height accuracy estimate available here.
 LB0034
 LB0034.Click photographs - Photos may exist for this station.
 LB0034
 LB0034.The dynamic height is computed by dividing the NAVD 88
 LB0034.geopotential number by the normal gravity value computed on the
 LB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0034.degrees latitude (g = 980.6199 gals.).
 LB0034
 LB0034.The modeled gravity was interpolated from observed gravity values.
 LB0034
 LB0034;                    North         East    Units  Estimated Accuracy
 LB0034;SPC IN E     -   587,290.       48,020.      MT  (+/- 180 meters Scaled)
 LB0034
 LB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609875(NAD 83)
 LB0034
 LB0034                          SUPERSEDED SURVEY CONTROL
 LB0034
 LB0034  NGVD 29 (??/??/92)  242.456  (m)          795.46   (f) ADJ UNCH    2 0
 LB0034
 LB0034.Superseded values are not recommended for survey control.
 LB0034
 LB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0034.See file dsdata.pdf to determine how the superseded data were derived.
 LB0034
 LB0034_MARKER: DB = BENCH MARK DISK
 LB0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0034_SP_SET: BRIDGE WINGWALL
 LB0034_STAMPING: B 115 1946
 LB0034_MARK LOGO: CGS
 LB0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0034
 LB0034  HISTORY     - Date     Condition        Report By
 LB0034  HISTORY     - 1946     MONUMENTED       CGS
 LB0034
 LB0034                          STATION DESCRIPTION
 LB0034
 LB0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0034'2.7 MI N FROM JUDSON.
 LB0034'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0034'AT JUDSON, THENCE 0.5 MILE WEST, THENCE 0.2 MILE NORTH ALONG
 LB0034'GRAVEL ROADS, SET IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL
 LB0034'OF A 25-FOOT STEEL BRIDGE OVER LITTLE DEER CREEK, 0.2 MILE NORTH
 LB0034'OF A CROSS ROADS, 50 YARDS SOUTH OF THE ENTRANCE TO NORTH UNION
 LB0034'CEMETERY, 11 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 LB0034'LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED B 115
 LB0034'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0317 ***********************************************************************
 LB0317  DESIGNATION -  B 116
 LB0317  PID         -  LB0317
 LB0317  STATE/COUNTY-  IN/CLINTON
 LB0317  COUNTRY     -  US
 LB0317  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0317
 LB0317                         *CURRENT SURVEY CONTROL
 LB0317  ______________________________________________________________________
 LB0317* NAD 83(1986) POSITION- 40 22 25.     (N) 086 23 34.     (W)   SCALED
 LB0317* NAVD 88 ORTHO HEIGHT -   266.768 (meters)      875.22  (feet) ADJUSTED
 LB0317  ______________________________________________________________________
 LB0317  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 LB0317  DYNAMIC HEIGHT  -        266.627 (meters)      874.76  (feet) COMP
 LB0317  MODELED GRAVITY -    980,093.0   (mgal)                       NAVD 88
 LB0317
 LB0317  VERT ORDER      -  SECOND    CLASS 0
 LB0317
 LB0317.The horizontal coordinates were scaled from a map and have
 LB0317.an estimated accuracy of +/- 6 seconds.
 LB0317
 LB0317.The orthometric height was determined by differential leveling and
 LB0317.adjusted by the NATIONAL GEODETIC SURVEY
 LB0317.in June 1991.
 LB0317
 LB0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0317.GEOID18 height accuracy estimate available here.
 LB0317
 LB0317.Click photographs - Photos may exist for this station.
 LB0317
 LB0317.The dynamic height is computed by dividing the NAVD 88
 LB0317.geopotential number by the normal gravity value computed on the
 LB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0317.degrees latitude (g = 980.6199 gals.).
 LB0317
 LB0317.The modeled gravity was interpolated from observed gravity values.
 LB0317
 LB0317;                    North         East    Units  Estimated Accuracy
 LB0317;SPC IN W     -   569,230.      958,650.      MT  (+/- 180 meters Scaled)
 LB0317
 LB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515694(NAD 83)
 LB0317
 LB0317                          SUPERSEDED SURVEY CONTROL
 LB0317
 LB0317  NGVD 29 (??/??/92)  266.874  (m)          875.57   (f) ADJ UNCH    2 0
 LB0317
 LB0317.Superseded values are not recommended for survey control.
 LB0317
 LB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0317.See file dsdata.pdf to determine how the superseded data were derived.
 LB0317
 LB0317_MARKER: DB = BENCH MARK DISK
 LB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0317_STAMPING: B 116 1946
 LB0317_MARK LOGO: CGS
 LB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0317+STABILITY: SURFACE MOTION
 LB0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0317+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 LB0317
 LB0317  HISTORY     - Date     Condition        Report By
 LB0317  HISTORY     - 1946     MONUMENTED       CGS
 LB0317  HISTORY     - 20120306 GOOD             INDIV
 LB0317
 LB0317                          STATION DESCRIPTION
 LB0317
 LB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0317'2.8 MI S FROM MIDDLE FORK.
 LB0317'ABOUT 2.8 MILES SOUTH ALKONG STATE HIGHWAY 29 FROM THE
 LB0317'INTERSECTION WITH STATE HIGHWAY 26 AT MIDDLE FORK AND ABOUT 2.95
 LB0317'MILES NORTH FROM THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0317'STATION AT MICHIGANTOWN, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0317'EAST, IN THE SOUTHEAST QUARTER OF THE JUNCTION, 49 FEET EAST OF
 LB0317'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE
 LB0317'OF THE SIDE ROAD, 67 FEET SOUTH AND ACROSS THE SIDE ROAD FROM
 LB0317'THE SOUTHWEST CORNER OF THE A.L. CRECRAFT FARM HOUSE, 3.5
 LB0317'FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 LB0317'WITNESS POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, AND
 LB0317'ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0317'B 116 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0317'INCHES FROM GROUND.
 LB0317
 LB0317                          STATION RECOVERY (2012)
 LB0317
 LB0317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (NHH)
 LB0317'RECOVERED AS DESCRIBED. 49 FEET EAST OF CENTERLINE OF STATE ROAD 29
 LB0317'AND 24 FEET SOUTH OF CENTERLINE OF COUNTY ROAD 600N. MARK PROJECTS
 LB0317'ABOUT THREE INCHES UP AND IS LOCATED BETWEEN POWER POLE AND STREET
 LB0317'SIGN. FARM HOUSE, FENCE AND WITNESS POST ARE NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2087 ***********************************************************************
 LB2087  DESIGNATION -  B 117 RESET
 LB2087  PID         -  LB2087
 LB2087  STATE/COUNTY-  IN/HOWARD
 LB2087  COUNTRY     -  US
 LB2087  USGS QUAD   -  RUSSIAVILLE (2019)
 LB2087
 LB2087                         *CURRENT SURVEY CONTROL
 LB2087  ______________________________________________________________________
 LB2087* NAD 83(1986) POSITION- 40 29 20.     (N) 086 22 14.     (W)   SCALED
 LB2087* NAVD 88 ORTHO HEIGHT -   220.69  (+/-2cm)      724.0   (feet) VERTCON3
 LB2087  ______________________________________________________________________
 LB2087  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 LB2087  VERT ORDER      -  THIRD (See Below)
 LB2087
 LB2087.The horizontal coordinates were scaled from a map and have
 LB2087.an estimated accuracy of +/- 6 seconds.
 LB2087
 LB2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2087
 LB2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2087.GEOID18 height accuracy estimate available here.
 LB2087
 LB2087.The vertical order pertains to the NGVD 29 superseded value.
 LB2087
 LB2087.Click photographs - Photos may exist for this station.
 LB2087
 LB2087;                    North         East    Units  Estimated Accuracy
 LB2087;SPC IN E     -   582,040.       40,330.      MT  (+/- 180 meters Scaled)
 LB2087
 LB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK533822(NAD 83)
 LB2087
 LB2087                          SUPERSEDED SURVEY CONTROL
 LB2087
 LB2087  NGVD 29 (08/22/16)  220.80   (m)          724.4    (f) RESET       3  
 LB2087
 LB2087.Superseded values are not recommended for survey control.
 LB2087
 LB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2087.See file dsdata.pdf to determine how the superseded data were derived.
 LB2087
 LB2087_MARKER: DV = VERTICAL CONTROL DISK
 LB2087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB2087_SP_SET: BRIDGE WINGWALL
 LB2087_STAMPING: B 117 RESET 1975
 LB2087_MARK LOGO: NGS
 LB2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2087
 LB2087  HISTORY     - Date     Condition        Report By
 LB2087  HISTORY     - 1975     MONUMENTED       INHD
 LB2087
 LB2087                          STATION DESCRIPTION
 LB2087
 LB2087'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1975
 LB2087'1.5 MI EAST FROM BURLINGTON.
 LB2087'1.5 MILES EAST OF BURLINGTON, ALONG STATE ROAD 22, AT STATION 101+30,
 LB2087'24 FEET WEST OF NORTHWEST CORNER OF BRIDGE WINGWALL AND IN STRUCTURE
 LB2087'NO. 22-34-5998.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0017 ***********************************************************************
 LB0017  DESIGNATION -  B 118
 LB0017  PID         -  LB0017
 LB0017  STATE/COUNTY-  IN/CARROLL
 LB0017  COUNTRY     -  US
 LB0017  USGS QUAD   -  CLYMERS (2019)
 LB0017
 LB0017                         *CURRENT SURVEY CONTROL
 LB0017  ______________________________________________________________________
 LB0017* NAD 83(1986) POSITION- 40 41 32.24   (N) 086 23 30.20   (W)   HD_HELD1
 LB0017* NAVD 88 ORTHO HEIGHT -   220.396 (meters)      723.08  (feet) ADJUSTED
 LB0017  ______________________________________________________________________
 LB0017  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 LB0017  DYNAMIC HEIGHT  -        220.289 (meters)      722.73  (feet) COMP
 LB0017  MODELED GRAVITY -    980,136.9   (mgal)                       NAVD 88
 LB0017
 LB0017  VERT ORDER      -  SECOND    CLASS 0
 LB0017
 LB0017.The horizontal coordinates were determined by differentially corrected
 LB0017.hand held GPS observations or other comparable positioning techniques
 LB0017.and have an estimated accuracy of +/- 3 meters.
 LB0017
 LB0017.The orthometric height was determined by differential leveling and
 LB0017.adjusted by the NATIONAL GEODETIC SURVEY
 LB0017.in June 1991.
 LB0017
 LB0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0017.GEOID18 height accuracy estimate available here.
 LB0017
 LB0017.Click photographs - Photos may exist for this station.
 LB0017
 LB0017.The dynamic height is computed by dividing the NAVD 88
 LB0017.geopotential number by the normal gravity value computed on the
 LB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0017.degrees latitude (g = 980.6199 gals.).
 LB0017
 LB0017.The modeled gravity was interpolated from observed gravity values.
 LB0017
 LB0017;                    North         East    Units  Estimated Accuracy
 LB0017;SPC IN W     -   604,617.8     958,456.9     MT  (+/- 3 meters HH1 GPS) 
 LB0017
 LB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5139404777(NAD 83)
 LB0017
 LB0017                          SUPERSEDED SURVEY CONTROL
 LB0017
 LB0017  NGVD 29 (??/??/92)  220.510  (m)          723.46   (f) ADJ UNCH    2 0
 LB0017
 LB0017.Superseded values are not recommended for survey control.
 LB0017
 LB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0017.See file dsdata.pdf to determine how the superseded data were derived.
 LB0017
 LB0017_MARKER: DB = BENCH MARK DISK
 LB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0017_STAMPING: B 118 1946
 LB0017_MARK LOGO: CGS
 LB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0017+STABILITY: SURFACE MOTION
 LB0017
 LB0017  HISTORY     - Date     Condition        Report By
 LB0017  HISTORY     - 1946     MONUMENTED       CGS
 LB0017
 LB0017                          STATION DESCRIPTION
 LB0017
 LB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0017'4.1 MI S FROM LOGANSPORT.
 LB0017'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH END
 LB0017'OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT, AT
 LB0017'THE CASS-CARROLL COUNTY LINE, IN THE SOUTHWEST QUARTER OF THE
 LB0017'COUNTY LINE ROAD INTERSECTION, 68 FEET WEST OF THE CENTER LINE
 LB0017'OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 LB0017'LINE ROAD, 5.5 FEET SOUTH OF A FENCE CORNER, 18 FEET NORTH OF
 LB0017'AN REA POWER LINE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 LB0017'AND ABOUT 1 1/2 FOOT BELOW THE CENTER OF THE INTERSECTION.
 LB0017'A STANDARD DISK, STAMPED B 118 1946 AND SET IN THE TOP OF A
 LB0017'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THIS
 LB0017'MARK IS ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE
 LB0017'JUNCTION WITH STATE HIGHWAY 218 AT DEER CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0686 ***********************************************************************
 LB0686  DESIGNATION -  B 119
 LB0686  PID         -  LB0686
 LB0686  STATE/COUNTY-  IN/CLINTON
 LB0686  COUNTRY     -  US
 LB0686  USGS QUAD   -  ROSSVILLE (2019)
 LB0686
 LB0686                         *CURRENT SURVEY CONTROL
 LB0686  ______________________________________________________________________
 LB0686* NAD 83(1986) POSITION- 40 24 47.     (N) 086 35 40.     (W)   SCALED
 LB0686* NAVD 88 ORTHO HEIGHT -   217.685 (meters)      714.19  (feet) ADJUSTED
 LB0686  ______________________________________________________________________
 LB0686  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LB0686  DYNAMIC HEIGHT  -        217.574 (meters)      713.82  (feet) COMP
 LB0686  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 LB0686
 LB0686  VERT ORDER      -  SECOND    CLASS 0
 LB0686
 LB0686.The horizontal coordinates were scaled from a map and have
 LB0686.an estimated accuracy of +/- 6 seconds.
 LB0686
 LB0686.The orthometric height was determined by differential leveling and
 LB0686.adjusted by the NATIONAL GEODETIC SURVEY
 LB0686.in June 1991.
 LB0686
 LB0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0686.GEOID18 height accuracy estimate available here.
 LB0686
 LB0686.Click photographs - Photos may exist for this station.
 LB0686
 LB0686.The dynamic height is computed by dividing the NAVD 88
 LB0686.geopotential number by the normal gravity value computed on the
 LB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0686.degrees latitude (g = 980.6199 gals.).
 LB0686
 LB0686.The modeled gravity was interpolated from observed gravity values.
 LB0686
 LB0686;                    North         East    Units  Estimated Accuracy
 LB0686;SPC IN W     -   573,500.      941,490.      MT  (+/- 180 meters Scaled)
 LB0686
 LB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK344736(NAD 83)
 LB0686
 LB0686                          SUPERSEDED SURVEY CONTROL
 LB0686
 LB0686  NGVD 29 (??/??/92)  217.791  (m)          714.54   (f) ADJ UNCH    2 0
 LB0686
 LB0686.Superseded values are not recommended for survey control.
 LB0686
 LB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0686.See file dsdata.pdf to determine how the superseded data were derived.
 LB0686
 LB0686_MARKER: DB = BENCH MARK DISK
 LB0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0686_SP_SET: BRIDGE WINGWALL
 LB0686_STAMPING: B 119 1946
 LB0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0686
 LB0686  HISTORY     - Date     Condition        Report By
 LB0686  HISTORY     - 1946     MONUMENTED       CGS
 LB0686
 LB0686                          STATION DESCRIPTION
 LB0686
 LB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0686'AT ROSSVILLE.
 LB0686'AT ROSSVILLE, ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 39
 LB0686'FROM THE POST OFFICE, SET IN THE TOP OF THE WEST WINGWALL AT THE
 LB0686'NORTHWEST END OF A SINGLE-SPAN STEEL TRUSS BRIDGE OVER CAMPBELLS
 LB0686'CREEK, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 LB0686'ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 LB0686'B 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1091 ***********************************************************************
 JA1091  DESIGNATION -  B 12
 JA1091  PID         -  JA1091
 JA1091  STATE/COUNTY-  IN/PIKE
 JA1091  COUNTRY     -  US
 JA1091  USGS QUAD   -  PETERSBURG (2019)
 JA1091
 JA1091                         *CURRENT SURVEY CONTROL
 JA1091  ______________________________________________________________________
 JA1091* NAD 83(1986) POSITION- 38 29 34.54   (N) 087 16 57.58   (W)   HD_HELD1
 JA1091* NAVD 88 ORTHO HEIGHT -   133.483 (meters)      437.94  (feet) ADJUSTED
 JA1091  ______________________________________________________________________
 JA1091  GEOID HEIGHT    -        -32.008 (meters)                     GEOID18
 JA1091  DYNAMIC HEIGHT  -        133.397 (meters)      437.65  (feet) COMP
 JA1091  MODELED GRAVITY -    979,978.5   (mgal)                       NAVD 88
 JA1091
 JA1091  VERT ORDER      -  FIRST     CLASS II
 JA1091
 JA1091.The horizontal coordinates were determined by differentially corrected
 JA1091.hand held GPS observations or other comparable positioning techniques
 JA1091.and have an estimated accuracy of +/- 3 meters.
 JA1091
 JA1091.The orthometric height was determined by differential leveling and
 JA1091.adjusted by the NATIONAL GEODETIC SURVEY
 JA1091.in June 1991.
 JA1091
 JA1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1091.GEOID18 height accuracy estimate available here.
 JA1091
 JA1091.Click photographs - Photos may exist for this station.
 JA1091
 JA1091.The dynamic height is computed by dividing the NAVD 88
 JA1091.geopotential number by the normal gravity value computed on the
 JA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1091.degrees latitude (g = 980.6199 gals.).
 JA1091
 JA1091.The modeled gravity was interpolated from observed gravity values.
 JA1091
 JA1091;                    North         East    Units  Estimated Accuracy
 JA1091;SPC IN W     -   360,226.6     882,611.0     MT  (+/- 3 meters HH1 GPS) 
 JA1091
 JA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7535060546(NAD 83)
 JA1091
 JA1091                          SUPERSEDED SURVEY CONTROL
 JA1091
 JA1091  NGVD 29 (??/??/92)  133.621  (m)          438.39   (f) ADJ UNCH    1 2
 JA1091
 JA1091.Superseded values are not recommended for survey control.
 JA1091
 JA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1091.See file dsdata.pdf to determine how the superseded data were derived.
 JA1091
 JA1091_MARKER: DB = BENCH MARK DISK
 JA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1091_STAMPING: B 12 1930
 JA1091_MARK LOGO: CGS
 JA1091_PROJECTION: PROJECTING 25 CENTIMETERS
 JA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1091+STABILITY: SURFACE MOTION
 JA1091
 JA1091  HISTORY     - Date     Condition        Report By
 JA1091  HISTORY     - 1930     MONUMENTED       CGS
 JA1091  HISTORY     - 1965     GOOD             CGS
 JA1091  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1091
 JA1091                          STATION DESCRIPTION
 JA1091
 JA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1091'0.4 MI W FROM PETERSBURG.
 JA1091'ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1091'COUNTY COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG
 JA1091'7TH STREET, 59 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF
 JA1091'7TH STREET AND THE NEW YORK CENTRAL RAILROAD, 49 FEET NORTHWEST
 JA1091'AND ACROSS THE TRACK FROM TELEPHONE POLE E54, 73 FEET WEST OF THE
 JA1091'WEST RAIL OF THE MAIN TRACK, 7.4 FEET SOUTHWEST OF A SWITCH
 JA1091'STAND, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA1091'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 JA1091'INCHES.
 JA1091
 JA1091                          STATION RECOVERY (1985)
 JA1091
 JA1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0781 ***********************************************************************
 LB0781  CBN         -  This is a Cooperative Base Network Control Station.
 LB0781  DESIGNATION -  B 120
 LB0781  PID         -  LB0781
 LB0781  STATE/COUNTY-  IN/TIPPECANOE
 LB0781  COUNTRY     -  US
 LB0781  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0781
 LB0781                         *CURRENT SURVEY CONTROL
 LB0781  ______________________________________________________________________
 LB0781* NAD 83(2011) POSITION- 40 23 06.26391(N) 086 45 06.07396(W)   ADJUSTED
 LB0781* NAD 83(2011) ELLIP HT-   173.908 (meters)        (06/27/12)   ADJUSTED
 LB0781* NAD 83(2011) EPOCH   -  2010.00
 LB0781* NAVD 88 ORTHO HEIGHT -   207.733 (meters)      681.54  (feet) ADJUSTED
 LB0781  ______________________________________________________________________
 LB0781  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 LB0781  NAD 83(2011) X  -    275,681.317 (meters)                     COMP
 LB0781  NAD 83(2011) Y  - -4,857,429.159 (meters)                     COMP
 LB0781  NAD 83(2011) Z  -  4,110,760.097 (meters)                     COMP
 LB0781  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LB0781  DYNAMIC HEIGHT  -        207.628 (meters)      681.19  (feet) COMP
 LB0781  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB0781
 LB0781  VERT ORDER      -  SECOND    CLASS 0
 LB0781
 LB0781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0781  Standards:
 LB0781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0781  -------------------------------------------------------------------
 LB0781  NETWORK    0.97   1.82           0.43   0.36   0.93      0.00950770
 LB0781  -------------------------------------------------------------------
 LB0781  Click here for local accuracies and other accuracy information.
 LB0781
 LB0781.The horizontal coordinates were established by GPS observations
 LB0781.and adjusted by the National Geodetic Survey in June 2012.
 LB0781
 LB0781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0781.been affixed to the stable North American tectonic plate. See 
 LB0781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0781
 LB0781.The horizontal coordinates are valid at the epoch date displayed above
 LB0781.which is a decimal equivalence of Year/Month/Day.
 LB0781
 LB0781.The orthometric height was determined by differential leveling and
 LB0781.adjusted by the NATIONAL GEODETIC SURVEY
 LB0781.in June 1991.
 LB0781
 LB0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0781.GEOID18 height accuracy estimate available here.
 LB0781
 LB0781.Click photographs - Photos may exist for this station.
 LB0781
 LB0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0781
 LB0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0781
 LB0781.The ellipsoidal height was determined by GPS observations
 LB0781.and is referenced to NAD 83.
 LB0781
 LB0781.The dynamic height is computed by dividing the NAVD 88
 LB0781.geopotential number by the normal gravity value computed on the
 LB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0781.degrees latitude (g = 980.6199 gals.).
 LB0781
 LB0781.The modeled gravity was interpolated from observed gravity values.
 LB0781
 LB0781. The following values were computed from the NAD 83(2011) position.
 LB0781
 LB0781;                    North         East     Units Scale Factor Converg.
 LB0781;SPC IN W     -   570,326.916   928,159.905   MT  0.99997642   +0 12 53.6
 LB0781;SPC IN W     - 1,871,147.56  3,045,137.95   sFT  0.99997642   +0 12 53.6
 LB0781;UTM  16      - 4,470,527.606   521,076.374   MT  0.99960547   +0 09 39.2
 LB0781
 LB0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0781!SPC IN W     -   0.99997272  x   0.99997642  =   0.99994914
 LB0781!UTM  16      -   0.99997272  x   0.99960547  =   0.99957820
 LB0781
 LB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2107670527(NAD 83)
 LB0781
 LB0781                          SUPERSEDED SURVEY CONTROL
 LB0781
 LB0781  NAD 83(2007)-  40 23 06.26402(N)    086 45 06.07485(W) AD(2002.00) 0
 LB0781  ELLIP H (02/10/07)  173.926  (m)                       GP(2002.00)    
 LB0781  NAD 83(1997)-  40 23 06.26399(N)    086 45 06.07478(W) AD(       ) A
 LB0781  ELLIP H (01/19/05)  173.930  (m)                       GP(       ) 4 1
 LB0781  NAVD 88             207.73   (m)          681.5    (f) LEVELING    3  
 LB0781  NGVD 29 (??/??/92)  207.839  (m)          681.89   (f) ADJ UNCH    2 0
 LB0781
 LB0781.Superseded values are not recommended for survey control.
 LB0781
 LB0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0781.See file dsdata.pdf to determine how the superseded data were derived.
 LB0781
 LB0781_MARKER: DB = BENCH MARK DISK
 LB0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0781_STAMPING: B 120 1946
 LB0781_MARK LOGO: CGS
 LB0781_PROJECTION: PROJECTING 8 CENTIMETERS
 LB0781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0781+STABILITY: SURFACE MOTION
 LB0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0781+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2016
 LB0781
 LB0781  HISTORY     - Date     Condition        Report By
 LB0781  HISTORY     - 1946     MONUMENTED       CGS
 LB0781  HISTORY     - 1965     GOOD             CGS
 LB0781  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0781  HISTORY     - 20030520 GOOD             INDIV
 LB0781  HISTORY     - 20030624 GOOD             PURDUE
 LB0781  HISTORY     - 20090728 GOOD             LDACE
 LB0781  HISTORY     - 20110706 GOOD             INDIV
 LB0781  HISTORY     - 20160719 GOOD             INDOT
 LB0781
 LB0781                          STATION DESCRIPTION
 LB0781
 LB0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0781'1.6 MI NE FROM DAYTON.
 LB0781'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 LB0781'AT DAYTON, THENCE 0.7 MILE NORTH ALONG THE BUCK CREEK-DAYTON
 LB0781'ROAD, 0.2 MILE SOUTH OF AN EAST-WEST CROSS ROAD, 22 FEET EAST
 LB0781'OF THE CENTER LINE OF THE ROAD, 20.5 FEET NORTH OF THE CENTER
 LB0781'LINE OF A DRIVEWAY TO THE WALLACE PATTON FARM HOUSE, 11 FEET
 LB0781'NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE
 LB0781'AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB0781'B 120 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0781'5 INCHES ABOVE GROUND.
 LB0781
 LB0781                          STATION RECOVERY (1965)
 LB0781
 LB0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0781'RECOVERED IN GOOD CONDITION.
 LB0781
 LB0781                          STATION RECOVERY (2002)
 LB0781
 LB0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0781'MARK NOT FOUND, DUE TO THE ROAD IS NOT BEING THERE.
 LB0781
 LB0781                          STATION RECOVERY (2003)
 LB0781
 LB0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB0781'RECOVERED IN GOOD CONDITION.
 LB0781
 LB0781                          STATION RECOVERY (2003)
 LB0781
 LB0781'RECOVERY NOTE BY PURDUE UNIVERSITY 2003 (BHV)
 LB0781'THE STATION IS LOCATED IN SHEFFIELD TOWNSHIP, ABOUT 1.6 MI NORTHEAST
 LB0781'OF DAYTON. OWNERSHIP--WALLACE PATTON FARM HOUSE, JOHN B. SPITZNAGLE,
 LB0781'JOHN DEERE ROAD, 2233 CR S  800 E, LAFAYETTE, IN 47905.
 LB0781'
 LB0781'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 LB0781'AND US HIGHWAY 38  GO EAST ON HIGHWAY 38 FOR 1.75 MI PASSING THROUGH
 LB0781'DAYTON TO COUNTY ROAD 800 E ON THE  LEFT.  TURN LEFT AND GO NORTH ON
 LB0781'ROAD 800 E FOR 0.8 MI TO THE STATION ON THE RIGHT.
 LB0781'
 LB0781'THE STATION IS 40.6 FT WEST-NORTHWEST OF A UTILITY POLE, 24.3 FT EAST
 LB0781'OF THE CENTER OF  ROAD 800 E, 22.5 FT NORTH OF THE CENTER OF JOHN
 LB0781'DEERE ROAD AND 11.3 FT NORTHWEST OF THE  LAST POST OF AN EAST-WEST
 LB0781'FENCE LINE.
 LB0781
 LB0781                          STATION RECOVERY (2009)
 LB0781
 LB0781'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2009 (DLS)
 LB0781'RECOVERED IN GOOD CONDITION.
 LB0781
 LB0781                          STATION RECOVERY (2011)
 LB0781
 LB0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0781'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB0781
 LB0781                          STATION RECOVERY (2016)
 LB0781
 LB0781'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (BR)
 LB0781'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0594 ***********************************************************************
 KA0594  DESIGNATION -  B 121
 KA0594  PID         -  KA0594
 KA0594  STATE/COUNTY-  IN/PUTNAM
 KA0594  COUNTRY     -  US
 KA0594  USGS QUAD   -  GREENCASTLE (2019)
 KA0594
 KA0594                         *CURRENT SURVEY CONTROL
 KA0594  ______________________________________________________________________
 KA0594* NAD 83(1986) POSITION- 39 38 35.4    (N) 086 51 49.2    (W)   HD_HELD2
 KA0594* NAVD 88 ORTHO HEIGHT -   258.532 (meters)      848.20  (feet) ADJUSTED
 KA0594  ______________________________________________________________________
 KA0594  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 KA0594  DYNAMIC HEIGHT  -        258.387 (meters)      847.72  (feet) COMP
 KA0594  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA0594
 KA0594  VERT ORDER      -  FIRST     CLASS II
 KA0594
 KA0594.The horizontal coordinates were established by autonomous hand held GPS
 KA0594.observations and have an estimated accuracy of +/- 10 meters.
 KA0594
 KA0594.The orthometric height was determined by differential leveling and
 KA0594.adjusted by the NATIONAL GEODETIC SURVEY
 KA0594.in June 1991.
 KA0594
 KA0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0594.GEOID18 height accuracy estimate available here.
 KA0594
 KA0594.Click photographs - Photos may exist for this station.
 KA0594
 KA0594.The dynamic height is computed by dividing the NAVD 88
 KA0594.geopotential number by the normal gravity value computed on the
 KA0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0594.degrees latitude (g = 980.6199 gals.).
 KA0594
 KA0594.The modeled gravity was interpolated from observed gravity values.
 KA0594
 KA0594;                    North         East    Units  Estimated Accuracy
 KA0594;SPC IN W     -   487,922.      918,855.      MT  (+/- 10 meters HH2 GPS)
 KA0594
 KA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1169788162(NAD 83)
 KA0594
 KA0594                          SUPERSEDED SURVEY CONTROL
 KA0594
 KA0594  NGVD 29 (??/??/92)  258.642  (m)          848.56   (f) ADJ UNCH    1 2
 KA0594
 KA0594.Superseded values are not recommended for survey control.
 KA0594
 KA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0594.See file dsdata.pdf to determine how the superseded data were derived.
 KA0594
 KA0594_MARKER: DB = BENCH MARK DISK
 KA0594_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0594_SP_SET: FOUNDATION
 KA0594_STAMPING: B 121 1946
 KA0594_MARK LOGO: CGS
 KA0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0594+STABILITY: SURFACE MOTION
 KA0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0594+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2008
 KA0594
 KA0594  HISTORY     - Date     Condition        Report By
 KA0594  HISTORY     - 1946     MONUMENTED       CGS
 KA0594  HISTORY     - 1985     GOOD             NGS
 KA0594  HISTORY     - 20051230 GOOD             GEOCAC
 KA0594  HISTORY     - 20081201 GOOD             INDNR
 KA0594
 KA0594                          STATION DESCRIPTION
 KA0594
 KA0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0594'AT GREENCASTLE.
 KA0594'AT GREENCASTLE, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 KA0594'CORNER OF THE UNITED STATES POST OFFICE BUILDING, 1 FOOT WEST
 KA0594'OF THE CORNER AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 KA0594'STAMPED B 121 1946.
 KA0594
 KA0594                          STATION RECOVERY (1985)
 KA0594
 KA0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0594'RECOVERED IN GOOD CONDITION.
 KA0594
 KA0594                          STATION RECOVERY (2005)
 KA0594
 KA0594'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA0594'RECOVERED IN GOOD CONDITION.
 KA0594
 KA0594                          STATION RECOVERY (2008)
 KA0594
 KA0594'RECOVERY NOTE BY IN DEPT OF NAT RES 2008
 KA0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0600 ***********************************************************************
 KA0600  DESIGNATION -  B 122
 KA0600  PID         -  KA0600
 KA0600  STATE/COUNTY-  IN/PUTNAM
 KA0600  COUNTRY     -  US
 KA0600  USGS QUAD   -  GREENCASTLE (2019)
 KA0600
 KA0600                         *CURRENT SURVEY CONTROL
 KA0600  ______________________________________________________________________
 KA0600* NAD 83(1986) POSITION- 39 37 38.72   (N) 086 49 23.53   (W)   HD_HELD1
 KA0600* NAVD 88 ORTHO HEIGHT -   232.362 (meters)      762.34  (feet) ADJUSTED
 KA0600  ______________________________________________________________________
 KA0600  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 KA0600  DYNAMIC HEIGHT  -        232.230 (meters)      761.91  (feet) COMP
 KA0600  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 KA0600
 KA0600  VERT ORDER      -  SECOND    CLASS 0
 KA0600
 KA0600.The horizontal coordinates were determined by differentially corrected
 KA0600.hand held GPS observations or other comparable positioning techniques
 KA0600.and have an estimated accuracy of +/- 3 meters.
 KA0600
 KA0600.The orthometric height was determined by differential leveling and
 KA0600.adjusted by the NATIONAL GEODETIC SURVEY
 KA0600.in June 1991.
 KA0600
 KA0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0600.GEOID18 height accuracy estimate available here.
 KA0600
 KA0600.Click photographs - Photos may exist for this station.
 KA0600
 KA0600.The dynamic height is computed by dividing the NAVD 88
 KA0600.geopotential number by the normal gravity value computed on the
 KA0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0600.degrees latitude (g = 980.6199 gals.).
 KA0600
 KA0600.The modeled gravity was interpolated from observed gravity values.
 KA0600
 KA0600;                    North         East    Units  Estimated Accuracy
 KA0600;SPC IN W     -   486,183.6     922,333.1     MT  (+/- 3 meters HH1 GPS) 
 KA0600
 KA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1517386420(NAD 83)
 KA0600
 KA0600                          SUPERSEDED SURVEY CONTROL
 KA0600
 KA0600  NGVD 29 (??/??/92)  232.472  (m)          762.70   (f) ADJ UNCH    2 0
 KA0600
 KA0600.Superseded values are not recommended for survey control.
 KA0600
 KA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0600.See file dsdata.pdf to determine how the superseded data were derived.
 KA0600
 KA0600_MARKER: DB = BENCH MARK DISK
 KA0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0600_SP_SET: BRIDGE
 KA0600_STAMPING: B 122 1946
 KA0600_MARK LOGO: CGS
 KA0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0600
 KA0600  HISTORY     - Date     Condition        Report By
 KA0600  HISTORY     - 1946     MONUMENTED       CGS
 KA0600  HISTORY     - 1957     MARK NOT FOUND   USGS
 KA0600
 KA0600                          STATION DESCRIPTION
 KA0600
 KA0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0600'3 MI SE FROM GREENCASTLE.
 KA0600'1.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COUNTY COURT HOUSE
 KA0600'AT GREENCASTLE, THENCE ABOUT 1.85 MILE EAST ALONG A PAVED ROAD
 KA0600'LEADING TO GREENCASTLE MUNICIPAL AIRPORT, 0.2 MILE WEST OF THE
 KA0600'ENTRANCE TO THE AIRPORT, SET IN THE TOP OF THE WEST END OF THE
 KA0600'SOUTH CONCRETE HEADWALL OF A 25-FOOT BRIDGE OVER A SMALL STREAM,
 KA0600'9.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 5 FEET EAST OF
 KA0600'THE WEST END OF THE HEADWALL ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
 KA0600'A STANDARD DISK, STAMPED B 122 1946.  NOTE-- THE CULVERT HEADWALL
 KA0600'HAS BEEN REMOVED.  NOTE-- CONCRETE BRIDGE WAS REPLACED BY TWO
 KA0600'CORRUGATED STEEL PIPES.
 KA0600
 KA0600                          STATION RECOVERY (1957)
 KA0600
 KA0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KA0600'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1394 ***********************************************************************
 LB1394  DESIGNATION -  B 123
 LB1394  PID         -  LB1394
 LB1394  STATE/COUNTY-  IN/BENTON
 LB1394  COUNTRY     -  US
 LB1394  USGS QUAD   -  TEMPLETON (2019)
 LB1394
 LB1394                         *CURRENT SURVEY CONTROL
 LB1394  ______________________________________________________________________
 LB1394* NAD 83(1986) POSITION- 40 36 21.     (N) 087 10 33.     (W)   SCALED
 LB1394* NAVD 88 ORTHO HEIGHT -   218.666 (meters)      717.41  (feet) ADJUSTED
 LB1394  ______________________________________________________________________
 LB1394  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LB1394  DYNAMIC HEIGHT  -        218.559 (meters)      717.06  (feet) COMP
 LB1394  MODELED GRAVITY -    980,132.1   (mgal)                       NAVD 88
 LB1394
 LB1394  VERT ORDER      -  SECOND    CLASS 0
 LB1394
 LB1394.The horizontal coordinates were scaled from a map and have
 LB1394.an estimated accuracy of +/- 6 seconds.
 LB1394
 LB1394.The orthometric height was determined by differential leveling and
 LB1394.adjusted by the NATIONAL GEODETIC SURVEY
 LB1394.in June 1991.
 LB1394
 LB1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1394.GEOID18 height accuracy estimate available here.
 LB1394
 LB1394.Click photographs - Photos may exist for this station.
 LB1394
 LB1394.The dynamic height is computed by dividing the NAVD 88
 LB1394.geopotential number by the normal gravity value computed on the
 LB1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1394.degrees latitude (g = 980.6199 gals.).
 LB1394
 LB1394.The modeled gravity was interpolated from observed gravity values.
 LB1394
 LB1394;                    North         East    Units  Estimated Accuracy
 LB1394;SPC IN W     -   594,790.      892,170.      MT  (+/- 180 meters Scaled)
 LB1394
 LB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK851950(NAD 83)
 LB1394
 LB1394                          SUPERSEDED SURVEY CONTROL
 LB1394
 LB1394  NGVD 29 (??/??/92)  218.737  (m)          717.64   (f) ADJ UNCH    2 0
 LB1394
 LB1394.Superseded values are not recommended for survey control.
 LB1394
 LB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1394.See file dsdata.pdf to determine how the superseded data were derived.
 LB1394
 LB1394_MARKER: DB = BENCH MARK DISK
 LB1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1394_SP_SET: BRIDGE
 LB1394_STAMPING: B 123 1946
 LB1394_MARK LOGO: CGS
 LB1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1394
 LB1394  HISTORY     - Date     Condition        Report By
 LB1394  HISTORY     - 1946     MONUMENTED       CGS
 LB1394
 LB1394                          STATION DESCRIPTION
 LB1394
 LB1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1394'8 MI SE FROM FOWLER.
 LB1394'ABOUT 8.0 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1394'THE COUNTY COURT HOUSE AT FOWLER, 1.1 MILE WEST OF PINE TOWNSHIP
 LB1394'SCHOOL, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A SINGLE-SPAN
 LB1394'STEEL TRUSS BRIDGE OVER A WEST FORK OF BIG PINE CREEK, 26.5 FEET
 LB1394'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 11 FEET SOUTH OF THE
 LB1394'CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTH OF THE SOUTH STEEL
 LB1394'BRIDGE RAILING, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A
 LB1394'STANDARD DISK, STAMPED B 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1328 ***********************************************************************
 LB1328  DESIGNATION -  B 124
 LB1328  PID         -  LB1328
 LB1328  STATE/COUNTY-  IN/BENTON
 LB1328  COUNTRY     -  US
 LB1328  USGS QUAD   -  WADENA (2019)
 LB1328
 LB1328                         *CURRENT SURVEY CONTROL
 LB1328  ______________________________________________________________________
 LB1328* NAD 83(1986) POSITION- 40 39 50.     (N) 087 16 00.     (W)   SCALED
 LB1328* NAVD 88 ORTHO HEIGHT -   240.011 (meters)      787.44  (feet) ADJUSTED
 LB1328  ______________________________________________________________________
 LB1328  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB1328  DYNAMIC HEIGHT  -        239.896 (meters)      787.06  (feet) COMP
 LB1328  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 LB1328
 LB1328  VERT ORDER      -  SECOND    CLASS 0
 LB1328
 LB1328.The horizontal coordinates were scaled from a map and have
 LB1328.an estimated accuracy of +/- 6 seconds.
 LB1328
 LB1328.The orthometric height was determined by differential leveling and
 LB1328.adjusted by the NATIONAL GEODETIC SURVEY
 LB1328.in June 1991.
 LB1328
 LB1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1328.GEOID18 height accuracy estimate available here.
 LB1328
 LB1328.Click photographs - Photos may exist for this station.
 LB1328
 LB1328.The dynamic height is computed by dividing the NAVD 88
 LB1328.geopotential number by the normal gravity value computed on the
 LB1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1328.degrees latitude (g = 980.6199 gals.).
 LB1328
 LB1328.The modeled gravity was interpolated from observed gravity values.
 LB1328
 LB1328;                    North         East    Units  Estimated Accuracy
 LB1328;SPC IN W     -   601,250.      884,500.      MT  (+/- 180 meters Scaled)
 LB1328
 LB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774014(NAD 83)
 LB1328
 LB1328                          SUPERSEDED SURVEY CONTROL
 LB1328
 LB1328  NGVD 29 (??/??/92)  240.070  (m)          787.63   (f) ADJ UNCH    2 0
 LB1328
 LB1328.Superseded values are not recommended for survey control.
 LB1328
 LB1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1328.See file dsdata.pdf to determine how the superseded data were derived.
 LB1328
 LB1328_MARKER: DB = BENCH MARK DISK
 LB1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1328_STAMPING: B 124 1946
 LB1328_MARK LOGO: CGS
 LB1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1328+STABILITY: SURFACE MOTION
 LB1328
 LB1328  HISTORY     - Date     Condition        Report By
 LB1328  HISTORY     - 1946     MONUMENTED       CGS
 LB1328  HISTORY     - 1960     MARK NOT FOUND   CGS
 LB1328
 LB1328                          STATION DESCRIPTION
 LB1328
 LB1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1328'7.2 MI NE FROM FOWLER.
 LB1328'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1328'THE COUNTY COURT HOUSE AT FOWLER, THENCE 4.0 MILES NORTH ALONG
 LB1328'A GRAVEL ROAD LEADING VIA UNION TOWNSHIP SCHOOL AT WADENA CROSS
 LB1328'ROADS TO GOODLAND.  ABOUT 2.0 MILES SOUTH OF WADENA CROSS ROADS,
 LB1328'AT LOCHIEL CROSS ROADS, IN THE SOUTHWEST QUARTER OF THE CROSS
 LB1328'ROADS, 135 FEET SOUTHEAST AND ACROSS THE EAST-WEST ROAD FROM THE
 LB1328'SOUTHEAST CORNER OF AN ABANDONED SCHOOL BUILDING, 25 FEET SOUTH
 LB1328'OF THE CENTER LINE OF THE EAST-WEST ROAD, 29 FEET WEST OF THE
 LB1328'CENTER LINE OF THE NORTH-SOUTH ROAD, 13 FEET NORTH OF A TELEPHONE
 LB1328'POLE, 1 FOOT NORTH OF A CORNER FENCE POST AND IN LINE WITH THE
 LB1328'NORTH-SOUTH RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF A WHITE
 LB1328'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1328'INTERSECTION.  A STANDARD DISK, STAMPED B 124 1946 AND SET IN
 LB1328'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1328
 LB1328                          STATION RECOVERY (1960)
 LB1328
 LB1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LB1328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1461 ***********************************************************************
 LB1461  DESIGNATION -  B 125
 LB1461  PID         -  LB1461
 LB1461  STATE/COUNTY-  IN/WHITE
 LB1461  COUNTRY     -  US
 LB1461  USGS QUAD   -  TEMPLETON NE (2019)
 LB1461
 LB1461                         *CURRENT SURVEY CONTROL
 LB1461  ______________________________________________________________________
 LB1461* NAD 83(1986) POSITION- 40 44 09.     (N) 087 00 18.     (W)   SCALED
 LB1461* NAVD 88 ORTHO HEIGHT -   214.845 (meters)      704.87  (feet) ADJUSTED
 LB1461  ______________________________________________________________________
 LB1461  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB1461  DYNAMIC HEIGHT  -        214.745 (meters)      704.54  (feet) COMP
 LB1461  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 LB1461
 LB1461  VERT ORDER      -  SECOND    CLASS 0
 LB1461
 LB1461.The horizontal coordinates were scaled from a map and have
 LB1461.an estimated accuracy of +/- 6 seconds.
 LB1461
 LB1461.The orthometric height was determined by differential leveling and
 LB1461.adjusted by the NATIONAL GEODETIC SURVEY
 LB1461.in June 1991.
 LB1461
 LB1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1461.GEOID18 height accuracy estimate available here.
 LB1461
 LB1461.Click photographs - Photos may exist for this station.
 LB1461
 LB1461.The dynamic height is computed by dividing the NAVD 88
 LB1461.geopotential number by the normal gravity value computed on the
 LB1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1461.degrees latitude (g = 980.6199 gals.).
 LB1461
 LB1461.The modeled gravity was interpolated from observed gravity values.
 LB1461
 LB1461;                    North         East    Units  Estimated Accuracy
 LB1461;SPC IN W     -   609,230.      906,620.      MT  (+/- 180 meters Scaled)
 LB1461
 LB1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995094(NAD 83)
 LB1461
 LB1461                          SUPERSEDED SURVEY CONTROL
 LB1461
 LB1461  NGVD 29 (??/??/92)  214.933  (m)          705.16   (f) ADJ UNCH    2 0
 LB1461
 LB1461.Superseded values are not recommended for survey control.
 LB1461
 LB1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1461.See file dsdata.pdf to determine how the superseded data were derived.
 LB1461
 LB1461_MARKER: DB = BENCH MARK DISK
 LB1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1461_STAMPING: B 125 1946
 LB1461_MARK LOGO: CGS
 LB1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1461+STABILITY: SURFACE MOTION
 LB1461
 LB1461  HISTORY     - Date     Condition        Report By
 LB1461  HISTORY     - 1946     MONUMENTED       CGS
 LB1461
 LB1461                          STATION DESCRIPTION
 LB1461
 LB1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1461'3.4 MI SE FROM WOLCOTT.
 LB1461'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1461'STATION AT WOLCOTT, THENCE 1.4 MILE SOUTH ALONG A GRAVEL ROAD,
 LB1461'IN THE SOUTHEAST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 LB1461'GRAVEL ROAD, ABOUT 1 MILE SOUTH OF THE INTERSECTION WITH U.S.
 LB1461'HIGHWAY 24, 18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB1461'ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LB1461'6 FEET SOUTH OF REA POWER POLE NUMBER B A 3 E/15 AND IN LINE WITH
 LB1461'THE POLES, 10 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT WEST OF
 LB1461'THE EAST RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW THE LEVEL OF THE
 LB1461'INTERSECTION.  A STANDARD DISK, STAMPED B 125 1946 AND SET IN
 LB1461'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1050 ***********************************************************************
 LB1050  DESIGNATION -  B 126
 LB1050  PID         -  LB1050
 LB1050  STATE/COUNTY-  IN/WHITE
 LB1050  COUNTRY     -  US
 LB1050  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1050
 LB1050                         *CURRENT SURVEY CONTROL
 LB1050  ______________________________________________________________________
 LB1050* NAD 83(1986) POSITION- 40 52 05.     (N) 086 52 04.     (W)   SCALED
 LB1050* NAVD 88 ORTHO HEIGHT -   206.927 (meters)      678.89  (feet) ADJUSTED
 LB1050  ______________________________________________________________________
 LB1050  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 LB1050  DYNAMIC HEIGHT  -        206.834 (meters)      678.59  (feet) COMP
 LB1050  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LB1050
 LB1050  VERT ORDER      -  SECOND    CLASS 0
 LB1050
 LB1050.The horizontal coordinates were scaled from a map and have
 LB1050.an estimated accuracy of +/- 6 seconds.
 LB1050
 LB1050.The orthometric height was determined by differential leveling and
 LB1050.adjusted by the NATIONAL GEODETIC SURVEY
 LB1050.in June 1991.
 LB1050
 LB1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1050.GEOID18 height accuracy estimate available here.
 LB1050
 LB1050.Click photographs - Photos may exist for this station.
 LB1050
 LB1050.The dynamic height is computed by dividing the NAVD 88
 LB1050.geopotential number by the normal gravity value computed on the
 LB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1050.degrees latitude (g = 980.6199 gals.).
 LB1050
 LB1050.The modeled gravity was interpolated from observed gravity values.
 LB1050
 LB1050;                    North         East    Units  Estimated Accuracy
 LB1050;SPC IN W     -   623,930.      918,170.      MT  (+/- 180 meters Scaled)
 LB1050
 LB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL111241(NAD 83)
 LB1050
 LB1050                          SUPERSEDED SURVEY CONTROL
 LB1050
 LB1050  NGVD 29 (??/??/92)  207.022  (m)          679.20   (f) ADJ UNCH    2 0
 LB1050
 LB1050.Superseded values are not recommended for survey control.
 LB1050
 LB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1050.See file dsdata.pdf to determine how the superseded data were derived.
 LB1050
 LB1050_MARKER: DB = BENCH MARK DISK
 LB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1050_STAMPING: B 126 1946
 LB1050_MARK LOGO: CGS
 LB1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1050+STABILITY: SURFACE MOTION
 LB1050
 LB1050  HISTORY     - Date     Condition        Report By
 LB1050  HISTORY     - 1946     MONUMENTED       CGS
 LB1050
 LB1050                          STATION DESCRIPTION
 LB1050
 LB1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1050'0.6 MI E FROM MONON.
 LB1050'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1050'BUILDING AT MONON, ABOUT 175 FEET NORTHWEST OF A YELLOW FARM
 LB1050'HOUSE, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 LB1050'WEST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD LEADING SOUTH,
 LB1050'14 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST HEADWALL
 LB1050'OF A 12-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE FARM
 LB1050'ENTRANCE ROAD, 4 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF
 LB1050'A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LB1050'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0143 ***********************************************************************
 LB0143  DESIGNATION -  B 127
 LB0143  PID         -  LB0143
 LB0143  STATE/COUNTY-  IN/CASS
 LB0143  COUNTRY     -  US
 LB0143  USGS QUAD   -  LUCERNE (2019)
 LB0143
 LB0143                         *CURRENT SURVEY CONTROL
 LB0143  ______________________________________________________________________
 LB0143* NAD 83(1986) POSITION- 40 51 59.     (N) 086 26 54.     (W)   SCALED
 LB0143* NAVD 88 ORTHO HEIGHT -   237.901 (meters)      780.51  (feet) ADJUSTED
 LB0143  ______________________________________________________________________
 LB0143  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 LB0143  DYNAMIC HEIGHT  -        237.793 (meters)      780.16  (feet) COMP
 LB0143  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 LB0143
 LB0143  VERT ORDER      -  SECOND    CLASS 0
 LB0143
 LB0143.The horizontal coordinates were scaled from a map and have
 LB0143.an estimated accuracy of +/- 6 seconds.
 LB0143
 LB0143.The orthometric height was determined by differential leveling and
 LB0143.adjusted by the NATIONAL GEODETIC SURVEY
 LB0143.in June 1991.
 LB0143
 LB0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0143.GEOID18 height accuracy estimate available here.
 LB0143
 LB0143.Click photographs - Photos may exist for this station.
 LB0143
 LB0143.The dynamic height is computed by dividing the NAVD 88
 LB0143.geopotential number by the normal gravity value computed on the
 LB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0143.degrees latitude (g = 980.6199 gals.).
 LB0143
 LB0143.The modeled gravity was interpolated from observed gravity values.
 LB0143
 LB0143;                    North         East    Units  Estimated Accuracy
 LB0143;SPC IN E     -   624,020.       34,100.      MT  (+/- 180 meters Scaled)
 LB0143
 LB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL464240(NAD 83)
 LB0143
 LB0143                          SUPERSEDED SURVEY CONTROL
 LB0143
 LB0143  NGVD 29 (??/??/92)  238.010  (m)          780.87   (f) ADJ UNCH    2 0
 LB0143
 LB0143.Superseded values are not recommended for survey control.
 LB0143
 LB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0143.See file dsdata.pdf to determine how the superseded data were derived.
 LB0143
 LB0143_MARKER: DB = BENCH MARK DISK
 LB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0143_STAMPING: B 127 1946
 LB0143_MARK LOGO: CGS
 LB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0143+STABILITY: SURFACE MOTION
 LB0143
 LB0143  HISTORY     - Date     Condition        Report By
 LB0143  HISTORY     - 1946     MONUMENTED       CGS
 LB0143  HISTORY     - 1989     GOOD             USPSQD
 LB0143
 LB0143                          STATION DESCRIPTION
 LB0143
 LB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0143'2.7 MI E FROM ROYAL CENTER.
 LB0143'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB0143'BUILDING AT ROYAL CENTER, 0.15 MILE EAST OF THE INTERSECTION
 LB0143'WITH A NORTH-SOUTH ROAD, ABOUT 30 YARDS SOUTHWEST OF A WHITE
 LB0143'FARM HOUSE, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0143'32 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 126-106,
 LB0143'21 FEET WEST OF A TELEPHONE POLE, 16 FEET EAST OF A 12-INCH
 LB0143'WALNUT TREE, 1 FOOT NORTH OF A FENCE LINE, SET IN THE TOP OF
 LB0143'A CONCRETE POST PROJECTING ABOUT 4 INCHES AND ABOUT 2 FEET
 LB0143'HIGHER THAN THE HIGHWAY LEVEL.  NOTE-- THIS MARK IS ABOUT 2.2
 LB0143'MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL BUILDING
 LB0143'AT LUCERNE.
 LB0143
 LB0143                          STATION RECOVERY (1989)
 LB0143
 LB0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1132 ***********************************************************************
 LB1132  DESIGNATION -  B 128 RESET
 LB1132  PID         -  LB1132
 LB1132  STATE/COUNTY-  IN/PULASKI
 LB1132  COUNTRY     -  US
 LB1132  USGS QUAD   -  BUFFALO (2019)
 LB1132
 LB1132                         *CURRENT SURVEY CONTROL
 LB1132  ______________________________________________________________________
 LB1132* NAD 83(1986) POSITION- 40 54 44.     (N) 086 43 04.     (W)   SCALED
 LB1132* NAVD 88 ORTHO HEIGHT -   209.60  (meters)      687.7   (feet) RESET
 LB1132  ______________________________________________________________________
 LB1132  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB1132  VERT ORDER      -  THIRD
 LB1132
 LB1132.The horizontal coordinates were scaled from a map and have
 LB1132.an estimated accuracy of +/- 6 seconds.
 LB1132
 LB1132.The orthometric height was computed from unverified reset data.
 LB1132
 LB1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1132.GEOID18 height accuracy estimate available here.
 LB1132
 LB1132.Click photographs - Photos may exist for this station.
 LB1132
 LB1132;                    North         East    Units  Estimated Accuracy
 LB1132;SPC IN W     -   628,880.      930,800.      MT  (+/- 180 meters Scaled)
 LB1132
 LB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237290(NAD 83)
 LB1132
 LB1132                          SUPERSEDED SURVEY CONTROL
 LB1132
 LB1132.No superseded survey control is available for this station.
 LB1132
 LB1132_MARKER: DB = BENCH MARK DISK
 LB1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1132_STAMPING: B 128 RESET 1970
 LB1132_MARK LOGO: CGS
 LB1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1132+STABILITY: SURFACE MOTION
 LB1132
 LB1132  HISTORY     - Date     Condition        Report By
 LB1132  HISTORY     - 1970     MONUMENTED       NGS
 LB1132  HISTORY     - 1971     GOOD             NGS
 LB1132  HISTORY     - 1981     GOOD             INDNR
 LB1132
 LB1132                          STATION DESCRIPTION
 LB1132
 LB1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1132'3 MI NE FROM BUFFALO.
 LB1132'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE SCHOOL AT
 LB1132'BUFFALO, THENCE EAST ALONG GRADED ROAD FOR 0.9 MILE TO A CROSSROAD,
 LB1132'THENCE 2.3 MILES EAST AND NORTH ALONG GRADED ROAD TO THE
 LB1132'PULASKI-WHITE COUNTY LINE AND THE MARK, 2 FEET SOUTH OF A FENCE,
 LB1132'2 FEET EAST OF A TELEPHONE POLE, 22 FEET NORTH OF THE CENTERLINE
 LB1132'OF CO. RD. 1100 N, 13 FEET WEST OF THE EXTENDED CENTERLINE OF
 LB1132'CO. RD. 800 E, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LB1132'ABOUT 4 INCHES.
 LB1132
 LB1132                          STATION RECOVERY (1971)
 LB1132
 LB1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LB1132'RECOVERED IN GOOD CONDITION.
 LB1132
 LB1132                          STATION RECOVERY (1981)
 LB1132
 LB1132'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1043 ***********************************************************************
 LB1043  DESIGNATION -  B 129
 LB1043  PID         -  LB1043
 LB1043  STATE/COUNTY-  IN/CASS
 LB1043  COUNTRY     -  US
 LB1043  USGS QUAD   -  STAR CITY (2019)
 LB1043
 LB1043                         *CURRENT SURVEY CONTROL
 LB1043  ______________________________________________________________________
 LB1043* NAD 83(1986) POSITION- 40 54 26.     (N) 086 31 24.     (W)   SCALED
 LB1043* NAVD 88 ORTHO HEIGHT -   220.458 (meters)      723.29  (feet) ADJUSTED
 LB1043  ______________________________________________________________________
 LB1043  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 LB1043  DYNAMIC HEIGHT  -        220.359 (meters)      722.96  (feet) COMP
 LB1043  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 LB1043
 LB1043  VERT ORDER      -  SECOND    CLASS 0
 LB1043
 LB1043.The horizontal coordinates were scaled from a map and have
 LB1043.an estimated accuracy of +/- 6 seconds.
 LB1043
 LB1043.The orthometric height was determined by differential leveling and
 LB1043.adjusted by the NATIONAL GEODETIC SURVEY
 LB1043.in June 1991.
 LB1043
 LB1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1043.GEOID18 height accuracy estimate available here.
 LB1043
 LB1043.Click photographs - Photos may exist for this station.
 LB1043
 LB1043.The dynamic height is computed by dividing the NAVD 88
 LB1043.geopotential number by the normal gravity value computed on the
 LB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1043.degrees latitude (g = 980.6199 gals.).
 LB1043
 LB1043.The modeled gravity was interpolated from observed gravity values.
 LB1043
 LB1043;                    North         East    Units  Estimated Accuracy
 LB1043;SPC IN E     -   628,610.       27,830.      MT  (+/- 180 meters Scaled)
 LB1043
 LB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL401285(NAD 83)
 LB1043
 LB1043                          SUPERSEDED SURVEY CONTROL
 LB1043
 LB1043  NGVD 29 (??/??/92)  220.569  (m)          723.65   (f) ADJ UNCH    2 0
 LB1043
 LB1043.Superseded values are not recommended for survey control.
 LB1043
 LB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1043.See file dsdata.pdf to determine how the superseded data were derived.
 LB1043
 LB1043_MARKER: DB = BENCH MARK DISK
 LB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1043_STAMPING: B 129 1946
 LB1043_MARK LOGO: CGS
 LB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1043+STABILITY: SURFACE MOTION
 LB1043
 LB1043  HISTORY     - Date     Condition        Report By
 LB1043  HISTORY     - 1946     MONUMENTED       CGS
 LB1043
 LB1043                          STATION DESCRIPTION
 LB1043
 LB1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1043'1.2 MI SE FROM THORNHOPE.
 LB1043'ABOUT 1.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE CROSS
 LB1043'ROAD AT THORNHOPE, 0.2 MILE SOUTH OF THE PULASKI-CASS COUNTY LINE
 LB1043'CROSS ROAD, AT THE SECOND TELEPHONE POLE SOUTHEAST OF A T FENCE
 LB1043'CORNER, 90 FEET EAST AND ACROSS THE HIGHWAY FROM SIGNAL NUMBER
 LB1043'211.7 ALONG THE PENNSYLVANIA RAILROAD, 29 FEET NORTHEAST OF THE
 LB1043'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF THE TELEPHONE POLE,
 LB1043'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LB1043'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0709 ***********************************************************************
 ME0709  DESIGNATION -  B 130
 ME0709  PID         -  ME0709
 ME0709  STATE/COUNTY-  IN/PULASKI
 ME0709  COUNTRY     -  US
 ME0709  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0709
 ME0709                         *CURRENT SURVEY CONTROL
 ME0709  ______________________________________________________________________
 ME0709* NAD 83(1986) POSITION- 41 04 53.     (N) 086 51 10.     (W)   SCALED
 ME0709* NAVD 88 ORTHO HEIGHT -   212.867 (meters)      698.38  (feet) ADJUSTED
 ME0709  ______________________________________________________________________
 ME0709  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME0709  DYNAMIC HEIGHT  -        212.774 (meters)      698.08  (feet) COMP
 ME0709  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 ME0709
 ME0709  VERT ORDER      -  SECOND    CLASS 0
 ME0709
 ME0709.The horizontal coordinates were scaled from a map and have
 ME0709.an estimated accuracy of +/- 6 seconds.
 ME0709
 ME0709.The orthometric height was determined by differential leveling and
 ME0709.adjusted by the NATIONAL GEODETIC SURVEY
 ME0709.in June 1991.
 ME0709
 ME0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0709.GEOID18 height accuracy estimate available here.
 ME0709
 ME0709.Click photographs - Photos may exist for this station.
 ME0709
 ME0709.The dynamic height is computed by dividing the NAVD 88
 ME0709.geopotential number by the normal gravity value computed on the
 ME0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0709.degrees latitude (g = 980.6199 gals.).
 ME0709
 ME0709.The modeled gravity was interpolated from observed gravity values.
 ME0709
 ME0709;                    North         East    Units  Estimated Accuracy
 ME0709;SPC IN W     -   647,620.      919,370.      MT  (+/- 180 meters Scaled)
 ME0709
 ME0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL123478(NAD 83)
 ME0709
 ME0709                          SUPERSEDED SURVEY CONTROL
 ME0709
 ME0709  NGVD 29 (??/??/92)  212.970  (m)          698.72   (f) ADJ UNCH    2 0
 ME0709
 ME0709.Superseded values are not recommended for survey control.
 ME0709
 ME0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0709.See file dsdata.pdf to determine how the superseded data were derived.
 ME0709
 ME0709_MARKER: DB = BENCH MARK DISK
 ME0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0709_STAMPING: B 130 1946
 ME0709_MARK LOGO: CGS
 ME0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0709+STABILITY: SURFACE MOTION
 ME0709
 ME0709  HISTORY     - Date     Condition        Report By
 ME0709  HISTORY     - 1946     MONUMENTED       CGS
 ME0709  HISTORY     - 1969     GOOD             CGS
 ME0709
 ME0709                          STATION DESCRIPTION
 ME0709
 ME0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0709'1.8 MI E FROM MEDARYVILLE.
 ME0709'ABOUT 1.8 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 ME0709'AT MEDARYVILLE, AT THE JUNCTION WITH A ROAD LEADING NORTH, 0.15
 ME0709'MILE EAST OF A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 34 FEET
 ME0709'NORTH OF THE CENTER LINE OF THE PAVED ROAD, 21 FEET EAST OF THE
 ME0709'CENTER LINE OF THE ROAD LEADING NORTH, 13 FEET NORTH OF A FENCE
 ME0709'CORNER, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE ROADS
 ME0709'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 ME0709'NOTE-- IT IS 12 FT. NE OF A FENCE CORNER, 10 FT. E. OF A FENCE,
 ME0709'10 FT. N. OF A FENCE, 1 FT. W. OF A METAL WITNESS POST.  THE
 ME0709'ROAD NORTH IN THE DESCRIPTION IS NOW A FIELD ROAD.
 ME0709
 ME0709                          STATION RECOVERY (1969)
 ME0709
 ME0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0661 ***********************************************************************
 ME0661  DESIGNATION -  B 132
 ME0661  PID         -  ME0661
 ME0661  STATE/COUNTY-  IN/PULASKI
 ME0661  COUNTRY     -  US
 ME0661  USGS QUAD   -  DENHAM (2019)
 ME0661
 ME0661                         *CURRENT SURVEY CONTROL
 ME0661  ______________________________________________________________________
 ME0661* NAD 83(1986) POSITION- 41 07 33.     (N) 086 42 47.     (W)   SCALED
 ME0661* NAVD 88 ORTHO HEIGHT -   215.956 (meters)      708.52  (feet) ADJUSTED
 ME0661  ______________________________________________________________________
 ME0661  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 ME0661  DYNAMIC HEIGHT  -        215.864 (meters)      708.21  (feet) COMP
 ME0661  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 ME0661
 ME0661  VERT ORDER      -  SECOND    CLASS 0
 ME0661
 ME0661.The horizontal coordinates were scaled from a map and have
 ME0661.an estimated accuracy of +/- 6 seconds.
 ME0661
 ME0661.The orthometric height was determined by differential leveling and
 ME0661.adjusted by the NATIONAL GEODETIC SURVEY
 ME0661.in June 1991.
 ME0661
 ME0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0661.GEOID18 height accuracy estimate available here.
 ME0661
 ME0661.Click photographs - Photos may exist for this station.
 ME0661
 ME0661.The dynamic height is computed by dividing the NAVD 88
 ME0661.geopotential number by the normal gravity value computed on the
 ME0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0661.degrees latitude (g = 980.6199 gals.).
 ME0661
 ME0661.The modeled gravity was interpolated from observed gravity values.
 ME0661
 ME0661;                    North         East    Units  Estimated Accuracy
 ME0661;SPC IN W     -   652,600.      931,090.      MT  (+/- 180 meters Scaled)
 ME0661
 ME0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240527(NAD 83)
 ME0661
 ME0661                          SUPERSEDED SURVEY CONTROL
 ME0661
 ME0661  NGVD 29 (??/??/92)  216.068  (m)          708.88   (f) ADJ UNCH    2 0
 ME0661
 ME0661.Superseded values are not recommended for survey control.
 ME0661
 ME0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0661.See file dsdata.pdf to determine how the superseded data were derived.
 ME0661
 ME0661_MARKER: DB = BENCH MARK DISK
 ME0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0661_STAMPING: B 132 1946
 ME0661_MARK LOGO: CGS
 ME0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0661+STABILITY: SURFACE MOTION
 ME0661
 ME0661  HISTORY     - Date     Condition        Report By
 ME0661  HISTORY     - 1946     MONUMENTED       CGS
 ME0661  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0661
 ME0661                          STATION DESCRIPTION
 ME0661
 ME0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0661'1.9 MI S FROM DENHAM.
 ME0661'ABOUT 1.9 MILE SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0661'AT DENHAM, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION WITH AN
 ME0661'EAST-WEST GRAVEL ROAD, 27 FEET NORTH OF THE CENTER LINE OF A 3-FOOT
 ME0661'CORRUGATED PIPE CULVERT OVER A DRAINAGE DITCH, 18 FEET EAST OF
 ME0661'THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF A FIELD ROAD LEADING
 ME0661'SOUTHEAST, 4 FEET NORTHEAST OF A T FENCE CORNER, 1 FOOT EAST OF
 ME0661'THE EAST RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 ME0661'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 ME0661'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0661
 ME0661                          STATION RECOVERY (2018)
 ME0661
 ME0661'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0661'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0686 ***********************************************************************
 ME0686  DESIGNATION -  B 133
 ME0686  PID         -  ME0686
 ME0686  STATE/COUNTY-  IN/STARKE
 ME0686  COUNTRY     -  US
 ME0686  USGS QUAD   -  KNOX EAST (2019)
 ME0686
 ME0686                         *CURRENT SURVEY CONTROL
 ME0686  ______________________________________________________________________
 ME0686* NAD 83(1986) POSITION- 41 17 04.     (N) 086 37 15.     (W)   SCALED
 ME0686* NAVD 88 ORTHO HEIGHT -   217.143 (meters)      712.41  (feet) ADJUSTED
 ME0686  ______________________________________________________________________
 ME0686  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0686  DYNAMIC HEIGHT  -        217.054 (meters)      712.12  (feet) COMP
 ME0686  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 ME0686
 ME0686  VERT ORDER      -  SECOND    CLASS 0
 ME0686
 ME0686.This mark is at Starke County Airport (OXI)
 ME0686
 ME0686.The horizontal coordinates were scaled from a map and have
 ME0686.an estimated accuracy of +/- 6 seconds.
 ME0686
 ME0686.The orthometric height was determined by differential leveling and
 ME0686.adjusted by the NATIONAL GEODETIC SURVEY
 ME0686.in June 1991.
 ME0686
 ME0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0686.GEOID18 height accuracy estimate available here.
 ME0686
 ME0686.Click photographs - Photos may exist for this station.
 ME0686
 ME0686.The dynamic height is computed by dividing the NAVD 88
 ME0686.geopotential number by the normal gravity value computed on the
 ME0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0686.degrees latitude (g = 980.6199 gals.).
 ME0686
 ME0686.The modeled gravity was interpolated from observed gravity values.
 ME0686
 ME0686;                    North         East    Units  Estimated Accuracy
 ME0686;SPC IN W     -   670,250.      938,740.      MT  (+/- 180 meters Scaled)
 ME0686
 ME0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0686
 ME0686                          SUPERSEDED SURVEY CONTROL
 ME0686
 ME0686  NGVD 29 (??/??/92)  217.23   (m)          712.7    (f) COMPUTED    2 0
 ME0686
 ME0686.Superseded values are not recommended for survey control.
 ME0686
 ME0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0686.See file dsdata.pdf to determine how the superseded data were derived.
 ME0686
 ME0686_MARKER: DB = BENCH MARK DISK
 ME0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0686_STAMPING: B 133 1946
 ME0686_MARK LOGO: CGS
 ME0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0686+STABILITY: SURFACE MOTION
 ME0686
 ME0686  HISTORY     - Date     Condition        Report By
 ME0686  HISTORY     - 1946     MONUMENTED       CGS
 ME0686  HISTORY     - 20031217 MARK NOT FOUND   SCHC
 ME0686
 ME0686                          STATION DESCRIPTION
 ME0686
 ME0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0686'AT KNOX.
 ME0686'AT KNOX, AT THE STARKE COUNTY AIRPORT, AT THE REAR OF THE
 ME0686'CONCRETE BLOCK HANGAR OF EICHSTAEDT AVIATION COMPANY, 134 FEET
 ME0686'WEST OF THE CENTER LINE OF U.S. HIGHWAY 35, 4.5 FEET WEST OF THE
 ME0686'NORTHEAST CORNER OF THE HANGAR, 1 FOOT NORTH OF THE NORTH FACE
 ME0686'OF THE HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0686'ABOUT 6 INCHES.
 ME0686
 ME0686                          STATION RECOVERY (2003)
 ME0686
 ME0686'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2003 (BES)
 ME0686'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0687 ***********************************************************************
 ME0687  DESIGNATION -  B 133 RESET
 ME0687  PID         -  ME0687
 ME0687  STATE/COUNTY-  IN/STARKE
 ME0687  COUNTRY     -  US
 ME0687  USGS QUAD   -  KNOX EAST (2019)
 ME0687
 ME0687                         *CURRENT SURVEY CONTROL
 ME0687  ______________________________________________________________________
 ME0687* NAD 83(1986) POSITION- 41 17 04.     (N) 086 37 15.     (W)   SCALED
 ME0687* NAVD 88 ORTHO HEIGHT -   217.01  (meters)      712.0   (feet) RESET
 ME0687  ______________________________________________________________________
 ME0687  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0687  VERT ORDER      -  THIRD
 ME0687
 ME0687.This mark is at Starke County Airport (OXI)
 ME0687
 ME0687.The horizontal coordinates were scaled from a map and have
 ME0687.an estimated accuracy of +/- 6 seconds.
 ME0687
 ME0687.The orthometric height was computed from unverified reset data.
 ME0687
 ME0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0687.GEOID18 height accuracy estimate available here.
 ME0687
 ME0687.Click photographs - Photos may exist for this station.
 ME0687
 ME0687;                    North         East    Units  Estimated Accuracy
 ME0687;SPC IN W     -   670,250.      938,740.      MT  (+/- 180 meters Scaled)
 ME0687
 ME0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0687
 ME0687                          SUPERSEDED SURVEY CONTROL
 ME0687
 ME0687  NGVD 29 (??/??/??)  217.09   (m)          712.2    (f) RESET       3  
 ME0687
 ME0687.Superseded values are not recommended for survey control.
 ME0687
 ME0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0687.See file dsdata.pdf to determine how the superseded data were derived.
 ME0687
 ME0687_MARKER: DB = BENCH MARK DISK
 ME0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0687_STAMPING: B 133 RESET 1952
 ME0687_MARK LOGO: CGS
 ME0687_PROJECTION: FLUSH
 ME0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0687+STABILITY: SURFACE MOTION
 ME0687
 ME0687  HISTORY     - Date     Condition        Report By
 ME0687  HISTORY     - 1952     MONUMENTED       CGS
 ME0687  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0687
 ME0687                          STATION DESCRIPTION
 ME0687
 ME0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ME0687'AT KNOX.
 ME0687'AT THE STARKE COUNTY AIRPORT, 63 FEET NORTHWEST OF THE NORTHWEST
 ME0687'CORNER OF THE ADMINISTRATION BUILDING, 125 FEET WEST OF THE
 ME0687'CENTERLINE OF U.S. HIGHWAY 35, AT THE HANSEN AVIATION CO. HANGAR,
 ME0687'AND 2 FEET EAST OF THE SOUTHEAST CORNER.  A STANDARD DISK,
 ME0687'STAMPED B 133 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST
 ME0687'FLUSH WITH THE GROUND.
 ME0687
 ME0687                          STATION RECOVERY (1988)
 ME0687
 ME0687'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0400 ***********************************************************************
 ME0400  DESIGNATION -  B 134
 ME0400  PID         -  ME0400
 ME0400  STATE/COUNTY-  IN/MARSHALL
 ME0400  COUNTRY     -  US
 ME0400  USGS QUAD   -  CULVER (2019)
 ME0400
 ME0400                         *CURRENT SURVEY CONTROL
 ME0400  ______________________________________________________________________
 ME0400* NAD 83(1986) POSITION- 41 13 32.     (N) 086 25 21.     (W)   SCALED
 ME0400* NAVD 88 ORTHO HEIGHT -   238.996 (meters)      784.11  (feet) ADJUSTED
 ME0400  ______________________________________________________________________
 ME0400  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 ME0400  DYNAMIC HEIGHT  -        238.897 (meters)      783.78  (feet) COMP
 ME0400  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 ME0400
 ME0400  VERT ORDER      -  SECOND    CLASS 0
 ME0400
 ME0400.The horizontal coordinates were scaled from a map and have
 ME0400.an estimated accuracy of +/- 6 seconds.
 ME0400
 ME0400.The orthometric height was determined by differential leveling and
 ME0400.adjusted by the NATIONAL GEODETIC SURVEY
 ME0400.in June 1991.
 ME0400
 ME0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0400.GEOID18 height accuracy estimate available here.
 ME0400
 ME0400.Click photographs - Photos may exist for this station.
 ME0400
 ME0400.The dynamic height is computed by dividing the NAVD 88
 ME0400.geopotential number by the normal gravity value computed on the
 ME0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0400.degrees latitude (g = 980.6199 gals.).
 ME0400
 ME0400.The modeled gravity was interpolated from observed gravity values.
 ME0400
 ME0400;                    North         East    Units  Estimated Accuracy
 ME0400;SPC IN E     -   663,880.       36,630.      MT  (+/- 180 meters Scaled)
 ME0400
 ME0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL484639(NAD 83)
 ME0400
 ME0400                          SUPERSEDED SURVEY CONTROL
 ME0400
 ME0400  NGVD 29 (??/??/92)  239.109  (m)          784.48   (f) ADJ UNCH    2 0
 ME0400
 ME0400.Superseded values are not recommended for survey control.
 ME0400
 ME0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0400.See file dsdata.pdf to determine how the superseded data were derived.
 ME0400
 ME0400_MARKER: DB = BENCH MARK DISK
 ME0400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0400_SP_SET: CULVERT HEADWALL
 ME0400_STAMPING: B 134 1946
 ME0400_MARK LOGO: CGS
 ME0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0400+STABILITY: SURFACE MOTION
 ME0400
 ME0400  HISTORY     - Date     Condition        Report By
 ME0400  HISTORY     - 1946     MONUMENTED       CGS
 ME0400  HISTORY     - 1984     POOR             USPSQD
 ME0400  HISTORY     - 1988     POOR             USPSQD
 ME0400
 ME0400                          STATION DESCRIPTION
 ME0400
 ME0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0400'1 MI W FROM CULVER.
 ME0400'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0400'RAILROAD STATION AT CULVER, THENCE 0.4 MILE WEST ALONG STATE
 ME0400'HIGHWAY 10, ABOUT 200 FEET EAST OF A CROSS ROAD, SET IN THE
 ME0400'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 14-INCH
 ME0400'PIPE CULVERT, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ME0400'1.3 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT LEVEL WITH
 ME0400'THE HIGHWAY.
 ME0400
 ME0400                          STATION RECOVERY (1984)
 ME0400
 ME0400'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0400'HEADWALL ERODED BADLY AND CRUMBLING. ABOUT 134 YARDS EAST OF
 ME0400'CENTERLINE OF NORTH TAMARACK ROAD AND ACROSS THE ROAD FROM THE HOME
 ME0400'OF GEORGE BABCOCK, 18964 STATE HIGHWAY 10.
 ME0400
 ME0400                          STATION RECOVERY (1988)
 ME0400
 ME0400'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSH)
 ME0400'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1103 ***********************************************************************
 MD1103  DESIGNATION -  B 135
 MD1103  PID         -  MD1103
 MD1103  STATE/COUNTY-  IN/KOSCIUSKO
 MD1103  COUNTRY     -  US
 MD1103  USGS QUAD   -  PIERCETON (2019)
 MD1103
 MD1103                         *CURRENT SURVEY CONTROL
 MD1103  ______________________________________________________________________
 MD1103* NAD 83(1986) POSITION- 41 11 05.5    (N) 085 44 53.9    (W)   HD_HELD2
 MD1103* NAVD 88 ORTHO HEIGHT -   276.500 (meters)      907.15  (feet) ADJUSTED
 MD1103  ______________________________________________________________________
 MD1103  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 MD1103  DYNAMIC HEIGHT  -        276.382 (meters)      906.76  (feet) COMP
 MD1103  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 MD1103
 MD1103  VERT ORDER      -  SECOND    CLASS 0
 MD1103
 MD1103.The horizontal coordinates were established by autonomous hand held GPS
 MD1103.observations and have an estimated accuracy of +/- 10 meters.
 MD1103
 MD1103.The orthometric height was determined by differential leveling and
 MD1103.adjusted by the NATIONAL GEODETIC SURVEY
 MD1103.in June 1991.
 MD1103
 MD1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1103.GEOID18 height accuracy estimate available here.
 MD1103
 MD1103.Click photographs - Photos may exist for this station.
 MD1103
 MD1103.The dynamic height is computed by dividing the NAVD 88
 MD1103.geopotential number by the normal gravity value computed on the
 MD1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1103.degrees latitude (g = 980.6199 gals.).
 MD1103
 MD1103.The modeled gravity was interpolated from observed gravity values.
 MD1103
 MD1103;                    North         East    Units  Estimated Accuracy
 MD1103;SPC IN E     -   659,091.       93,151.      MT  (+/- 10 meters HH2 GPS)
 MD1103
 MD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0497560033(NAD 83)
 MD1103
 MD1103                          SUPERSEDED SURVEY CONTROL
 MD1103
 MD1103  NGVD 29 (??/??/92)  276.622  (m)          907.55   (f) ADJ UNCH    2 0
 MD1103
 MD1103.Superseded values are not recommended for survey control.
 MD1103
 MD1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1103.See file dsdata.pdf to determine how the superseded data were derived.
 MD1103
 MD1103_MARKER: DB = BENCH MARK DISK
 MD1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1103_STAMPING: B 135 1946
 MD1103_MARK LOGO: CGS
 MD1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1103+STABILITY: SURFACE MOTION
 MD1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1103+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD1103
 MD1103  HISTORY     - Date     Condition        Report By
 MD1103  HISTORY     - 1946     MONUMENTED       CGS
 MD1103  HISTORY     - 1990     GOOD             USPSQD
 MD1103  HISTORY     - 19921007 GOOD             NGS
 MD1103  HISTORY     - 19971125 GOOD             USPSQD
 MD1103
 MD1103                          STATION DESCRIPTION
 MD1103
 MD1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1103'3.2 MI SW FROM PIERCETON.
 MD1103'0.3 MILE WEST ALONG A BITUMINOUS PAVED ROAD FROM THE POST
 MD1103'OFFICE AT PIERCETON, THENCE 1.9 MILE WEST ALONG A CONCRETE PAVED
 MD1103'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT THE T JUNCTION
 MD1103'WITH AN EAST-WEST GRAVEL ROAD, ON THE SOUTH SIDE OF THE JUNCTION,
 MD1103'34 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 25.5 FEET WEST
 MD1103'OF A POWER POLE, 19 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MD1103'ROAD, 26 FEET NORTHEAST OF A 12-INCH HICKORY TREE, 16 FEET WEST
 MD1103'OF THE CENTER LINE OF A FARM ENTRANCE ROAD LEADING SOUTH THROUGH
 MD1103'A WOODEN GATE, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 MD1103'LINE OF THE EAST-WEST ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MD1103'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1103'6 INCHES.
 MD1103
 MD1103                          STATION RECOVERY (1990)
 MD1103
 MD1103'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1103'RECOVERED IN GOOD CONDITION.
 MD1103
 MD1103                          STATION RECOVERY (1992)
 MD1103
 MD1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1103'3.3 KM (2.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1103'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, THENCE 0.2 KM (0.10 MI)
 MD1103'SOUTHERLY ALONG VAN NESS ROAD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 MD1103'WOOSTER ROAD, THENCE 2.7 KM (1.65 MI) SOUTHERLY ALONG COUNTY ROAD 500
 MD1103'E, 7.8 M (25.6 FT) WEST OF A UTILITY POLE, 7.0 M (23.0 FT) WEST OF
 MD1103'THE EXTENDED CENTER OF THE ROAD, 4.8 M (15.7 FT) SOUTH OF THE CENTER
 MD1103'OF COUNTY ROAD 350 S, 3.0 M (9.8 FT) WEST OF A FENCE CORNER, 0.7 M
 MD1103'(2.3 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE
 MD1103'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MD1103'GROUND SURFACE.
 MD1103
 MD1103                          STATION RECOVERY (1997)
 MD1103
 MD1103'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1160 ***********************************************************************
 LB1160  DESIGNATION -  B 136
 LB1160  PID         -  LB1160
 LB1160  STATE/COUNTY-  IN/TIPPECANOE
 LB1160  COUNTRY     -  US
 LB1160  USGS QUAD   -  BROOKSTON (2019)
 LB1160
 LB1160                         *CURRENT SURVEY CONTROL
 LB1160  ______________________________________________________________________
 LB1160* NAD 83(1986) POSITION- 40 31 13.     (N) 086 50 08.     (W)   SCALED
 LB1160* NAVD 88 ORTHO HEIGHT -   183.515 (meters)      602.08  (feet) ADJUSTED
 LB1160  ______________________________________________________________________
 LB1160  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 LB1160  DYNAMIC HEIGHT  -        183.427 (meters)      601.79  (feet) COMP
 LB1160  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 LB1160
 LB1160  VERT ORDER      -  SECOND    CLASS 0
 LB1160
 LB1160.The horizontal coordinates were scaled from a map and have
 LB1160.an estimated accuracy of +/- 6 seconds.
 LB1160
 LB1160.The orthometric height was determined by differential leveling and
 LB1160.adjusted by the NATIONAL GEODETIC SURVEY
 LB1160.in June 1991.
 LB1160
 LB1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1160.GEOID18 height accuracy estimate available here.
 LB1160
 LB1160.Click photographs - Photos may exist for this station.
 LB1160
 LB1160.The dynamic height is computed by dividing the NAVD 88
 LB1160.geopotential number by the normal gravity value computed on the
 LB1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1160.degrees latitude (g = 980.6199 gals.).
 LB1160
 LB1160.The modeled gravity was interpolated from observed gravity values.
 LB1160
 LB1160;                    North         East    Units  Estimated Accuracy
 LB1160;SPC IN W     -   585,320.      921,000.      MT  (+/- 180 meters Scaled)
 LB1160
 LB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK139855(NAD 83)
 LB1160
 LB1160                          SUPERSEDED SURVEY CONTROL
 LB1160
 LB1160  NGVD 29 (??/??/92)  183.614  (m)          602.41   (f) ADJ UNCH    2 0
 LB1160
 LB1160.Superseded values are not recommended for survey control.
 LB1160
 LB1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1160.See file dsdata.pdf to determine how the superseded data were derived.
 LB1160
 LB1160_MARKER: DB = BENCH MARK DISK
 LB1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1160_STAMPING: B 136 1946
 LB1160_MARK LOGO: CGS
 LB1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1160+STABILITY: SURFACE MOTION
 LB1160
 LB1160  HISTORY     - Date     Condition        Report By
 LB1160  HISTORY     - 1946     MONUMENTED       CGS
 LB1160  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1160
 LB1160                          STATION DESCRIPTION
 LB1160
 LB1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1160'0.8 MI N FROM BATTLE GROUND.
 LB1160'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY 0.75 MILE
 LB1160'NORTH OF THE STATION AT BATTLE GROUND, 0.2 MILE SOUTH OF MILEPOST
 LB1160'NUMBER 112, ON THE EAST SIDE OF THE GRAVEL ROAD PARALLELING THE
 LB1160'TRACK, 88 FEET EAST AND ACROSS THE ROAD FROM THE EAST RAIL OF THE
 LB1160'TRACK, 98 FEET SOUTHEAST AND ACROSS THE ROAD FROM A SEMAPHORE SIGNAL,
 LB1160'24 FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF
 LB1160'A TELEPHONE POLE, 22 FEET SOUTH OF THE WEST END OF AN EAST-WEST
 LB1160'HEDGE ROW BETWEEN TWO CULTIVATED FIELDS, 2 FEET WEST OF THE EAST
 LB1160'ROAD RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL WITH THE ROAD.  A
 LB1160'STANDARD DISK, STAMPED B 136 1946 AND SET IN THE TOP OF A CONCRETE
 LB1160'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1160
 LB1160                          STATION RECOVERY (1960)
 LB1160
 LB1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1188 ***********************************************************************
 ME1188  DESIGNATION -  B 137
 ME1188  PID         -  ME1188
 ME1188  STATE/COUNTY-  IN/LAKE
 ME1188  COUNTRY     -  US
 ME1188  USGS QUAD   -  CROWN POINT (2019)
 ME1188
 ME1188                         *CURRENT SURVEY CONTROL
 ME1188  ______________________________________________________________________
 ME1188* NAD 83(1986) POSITION- 41 27 16.     (N) 087 21 52.     (W)   SCALED
 ME1188* NAVD 88 ORTHO HEIGHT -   216.875 (meters)      711.53  (feet) ADJUSTED
 ME1188  ______________________________________________________________________
 ME1188  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 ME1188  DYNAMIC HEIGHT  -        216.789 (meters)      711.25  (feet) COMP
 ME1188  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 ME1188
 ME1188  VERT ORDER      -  SECOND    CLASS 0
 ME1188
 ME1188.The horizontal coordinates were scaled from a map and have
 ME1188.an estimated accuracy of +/- 6 seconds.
 ME1188
 ME1188.The orthometric height was determined by differential leveling and
 ME1188.adjusted by the NATIONAL GEODETIC SURVEY
 ME1188.in June 1991.
 ME1188
 ME1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1188.GEOID18 height accuracy estimate available here.
 ME1188
 ME1188.Click photographs - Photos may exist for this station.
 ME1188
 ME1188.The dynamic height is computed by dividing the NAVD 88
 ME1188.geopotential number by the normal gravity value computed on the
 ME1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1188.degrees latitude (g = 980.6199 gals.).
 ME1188
 ME1188.The modeled gravity was interpolated from observed gravity values.
 ME1188
 ME1188;                    North         East    Units  Estimated Accuracy
 ME1188;SPC IN W     -   689,060.      876,510.      MT  (+/- 180 meters Scaled)
 ME1188
 ME1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL695892(NAD 83)
 ME1188
 ME1188                          SUPERSEDED SURVEY CONTROL
 ME1188
 ME1188  NGVD 29 (??/??/92)  216.966  (m)          711.83   (f) ADJ UNCH    2 0
 ME1188
 ME1188.Superseded values are not recommended for survey control.
 ME1188
 ME1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1188.See file dsdata.pdf to determine how the superseded data were derived.
 ME1188
 ME1188_MARKER: DB = BENCH MARK DISK
 ME1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1188_STAMPING: B 137 1946
 ME1188_MARK LOGO: CGS
 ME1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1188+STABILITY: SURFACE MOTION
 ME1188
 ME1188  HISTORY     - Date     Condition        Report By
 ME1188  HISTORY     - 1946     MONUMENTED       CGS
 ME1188  HISTORY     - 1968     GOOD             CGS
 ME1188  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME1188  HISTORY     - 20210323 MARK NOT FOUND   IN-089
 ME1188
 ME1188                          STATION DESCRIPTION
 ME1188
 ME1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1188'2.6 MI N FROM CROWN POINT.
 ME1188'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE COURT
 ME1188'HOUSE AT CROWN POINT, ABOUT 0.35 MILE NORTH OF THE ENTRANCE TO
 ME1188'THE LAKE COUNTY SANATORIUM, SET AT THE SOUTHWEST CORNER OF O.H.
 ME1188'STRUEBIGS YARD, 89 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME1188'HOUSE, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 ME1188'SOUTH OF A 12 INCH LOCUST TREE, 15 FEET SOUTH OF A CORNER FENCE
 ME1188'POST, 2 FEET WEST OF A FENCE LINE, 2 FEET ABOVE THE HIGHWAY AND
 ME1188'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  ALSO, 1
 ME1188'FOOT NORTH OF A METAL WITNESS POST, 5 FEET NORTH OF A 14 INCH
 ME1188'LOCUST TREE.
 ME1188
 ME1188                          STATION RECOVERY (1968)
 ME1188
 ME1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1188'RECOVERED IN GOOD CONDITION.
 ME1188
 ME1188                          STATION RECOVERY (2003)
 ME1188
 ME1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME1188'HOUSE, TREES AND FENCE MENTIONED IN STATION DESCRIPTION NO LONGER IN
 ME1188'EXISTENCE.  MAJOR LAND DEVELOPMENT IN PROGRESS.  SUSPECT MARK
 ME1188'DESTROYED.
 ME1188
 ME1188                          STATION RECOVERY (2021)
 ME1188
 ME1188'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1188'HOUSE NO LONGER EXISTS.  HIGHWAY HAS BEEN IMPROVED, CENTERLINE HAS
 ME1188'CHANGED.  NO VISIBLE FENCE POST.  NO NOTICEABLE WHITENESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1229 ***********************************************************************
 ME1229  DESIGNATION -  B 138
 ME1229  PID         -  ME1229
 ME1229  STATE/COUNTY-  IN/LAKE
 ME1229  COUNTRY     -  US
 ME1229  USGS QUAD   -  SAINT JOHN (2019)
 ME1229
 ME1229                         *CURRENT SURVEY CONTROL
 ME1229  ______________________________________________________________________
 ME1229* NAD 83(1997) POSITION- 41 22 36.71764(N) 087 24 14.61269(W)   ADJUSTED
 ME1229* NAD 83(1997) ELLIP HT-   195.805 (meters)        (05/25/99)   ADJUSTED
 ME1229* NAVD 88 ORTHO HEIGHT -   229.307 (meters)      752.32  (feet) ADJUSTED
 ME1229  ______________________________________________________________________
 ME1229  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 ME1229  NAD 83(1997) X  -    217,093.551 (meters)                     COMP
 ME1229  NAD 83(1997) Y  - -4,788,256.834 (meters)                     COMP
 ME1229  NAD 83(1997) Z  -  4,194,049.572 (meters)                     COMP
 ME1229  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 ME1229  DYNAMIC HEIGHT  -        229.214 (meters)      752.01  (feet) COMP
 ME1229  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 ME1229
 ME1229  HORZ ORDER      -  THIRD
 ME1229  VERT ORDER      -  SECOND    CLASS 0
 ME1229  ELLP ORDER      -  FOURTH    CLASS I
 ME1229
 ME1229.The horizontal coordinates were established by GPS observations
 ME1229.and adjusted by the National Geodetic Survey in May 1999.
 ME1229
 ME1229.The orthometric height was determined by differential leveling and
 ME1229.adjusted by the NATIONAL GEODETIC SURVEY
 ME1229.in June 1991.
 ME1229
 ME1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1229.GEOID18 height accuracy estimate available here.
 ME1229
 ME1229.Click photographs - Photos may exist for this station.
 ME1229
 ME1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1229
 ME1229.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1229
 ME1229.The ellipsoidal height was determined by GPS observations
 ME1229.and is referenced to NAD 83.
 ME1229
 ME1229.The dynamic height is computed by dividing the NAVD 88
 ME1229.geopotential number by the normal gravity value computed on the
 ME1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1229.degrees latitude (g = 980.6199 gals.).
 ME1229
 ME1229.The modeled gravity was interpolated from observed gravity values.
 ME1229
 ME1229. The following values were computed from the NAD 83(1997) position.
 ME1229
 ME1229;                    North         East     Units Scale Factor Converg.
 ME1229;SPC IN W     -   680,460.254   873,170.842   MT  0.99997552   -0 12 43.2
 ME1229;SPC IN W     - 2,232,476.68  2,864,728.00   sFT  0.99997552   -0 12 43.2
 ME1229;UTM  16      - 4,580,672.889   466,212.273   MT  0.99961405   -0 16 01.5
 ME1229
 ME1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1229!SPC IN W     -   0.99996929  x   0.99997552  =   0.99994481
 ME1229!UTM  16      -   0.99996929  x   0.99961405  =   0.99958335
 ME1229
 ME1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6621280672(NAD 83)
 ME1229
 ME1229                          SUPERSEDED SURVEY CONTROL
 ME1229
 ME1229  NAD 83(1986)-  41 22 36.72175(N)    087 24 14.61658(W) AD(       ) 3
 ME1229  NAD 27      -  41 22 36.58690(N)    087 24 14.47602(W) AD(       ) 3
 ME1229  NGVD 29 (??/??/92)  229.393  (m)          752.60   (f) ADJ UNCH    2 0
 ME1229  NGVD 29             229.39   (m)          752.6    (f) LEVELING    3  
 ME1229  NGVD 29 (02/23/89)  229.     (m)  RAPSU86  model used  GPS OBS        
 ME1229
 ME1229.Superseded values are not recommended for survey control.
 ME1229
 ME1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1229.See file dsdata.pdf to determine how the superseded data were derived.
 ME1229
 ME1229_MARKER: DB = BENCH MARK DISK
 ME1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1229_STAMPING: B 138 1946
 ME1229_MARK LOGO: CGS
 ME1229_PROJECTION: FLUSH
 ME1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1229+STABILITY: SURFACE MOTION
 ME1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1229+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2021
 ME1229
 ME1229  HISTORY     - Date     Condition        Report By
 ME1229  HISTORY     - 1946     MONUMENTED       CGS
 ME1229  HISTORY     - 1975     GOOD             BRADY
 ME1229  HISTORY     - 19880720 GOOD             NGS
 ME1229  HISTORY     - 19900828 GOOD
 ME1229  HISTORY     - 20210305 GOOD             IN-089
 ME1229
 ME1229                          STATION DESCRIPTION
 ME1229
 ME1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1229'0.9 MI E FROM CEDAR LAKE.
 ME1229'ABOUT 0.9 MILE EAST ALONG A PAVED ROAD FROM THE COLEMAN HOTEL
 ME1229'AT CEDAR LAKE, ABOUT 0.2 MILE EAST OF A CROSS ROAD, AT A DRIVE
 ME1229'WAY LEADING TO A HOUSE ABOUT 150 YARDS SOUTH OF THE ROAD, 29 FEET
 ME1229'SOUTH OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE
 ME1229'CENTER LINE OF THE DRIVE WAY, 7 FEET EAST OF THE SOUTHEAST
 ME1229'CORNER OF A 3 1/2 BY 4 FOOT MILK CAN SHED, 11.5 FEET SOUTHEAST
 ME1229'OF POWER POLE NO. 357/526, 2 FEET WEST OF A WHITE WOODEN WITNESS
 ME1229'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 ME1229'CONCRETE POST PROJECTING 6 INCHES.
 ME1229
 ME1229                          STATION RECOVERY (1975)
 ME1229
 ME1229'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 ME1229'RECOVERED IN GOOD CONDITION.
 ME1229
 ME1229                          STATION RECOVERY (1988)
 ME1229
 ME1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME1229'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) WEST OF INTERSTATE
 ME1229'HIGHWAY 65, 8.0 KM (4.95 MI) SOUTHEAST OF CROWN POINT, 1.4 KM
 ME1229'(0.85 MI) EAST OF CEDAR LAKE AND ON HIGHWAY RIGHT-OF-WAY.
 ME1229'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 ME1229'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 ME1229'317-232-5533.
 ME1229'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 41 AND WEST 133
 ME1229'STREET IN CEDAR LAKE, GO EAST ON WEST 133 STREET FOR 2.1 KM (1.30 MI)
 ME1229'TO A RAILROAD BRIDGE OVER STREET.  CONTINUE EAST, NAME OF ROAD
 ME1229'CHANGES TO LAKE SHORE DRIVE, FOR 2.9 KM (1.80 MI) TO CURVE SOUTH,
 ME1229'ROAD CHANGES TO MORSE STREET, CONTINUE SOUTH FOR 0.16 KM (0.10 MI) TO
 ME1229'A 3-WAY STOP.  TURN LEFT AND GO EAST ON WEST 133 AVENUE FOR 1.4 KM
 ME1229'(0.85 MI) TO A DRIVEWAY RIGHT LEADING TO A WHITE 2 STORY HOUSE AND THE
 ME1229'STATION ON THE RIGHT.
 ME1229'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---B 138
 ME1229'1946---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 ME1229'INCHES ABOVE THE GROUND SURFACE.  LOCATED 8.8 M (28.9 FT) FEET SOUTH
 ME1229'FROM THE CENTER OF WEST 133 AVENUE, 6.4 M (21.0 FT) EAST FROM CENTER
 ME1229'OF DRIVEWAY AND 0.61 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 ME1229'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME1229'DESCRIBED BY D.L. ADAMS.
 ME1229
 ME1229                          STATION RECOVERY (1990)
 ME1229
 ME1229'RECOVERED 1990
 ME1229'RECOVERED IN GOOD CONDITION.
 ME1229
 ME1229                          STATION RECOVERY (2021)
 ME1229
 ME1229'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1275 ***********************************************************************
 ME1275  DESIGNATION -  B 139 RESET
 ME1275  PID         -  ME1275
 ME1275  STATE/COUNTY-  IN/LAKE
 ME1275  COUNTRY     -  US
 ME1275  USGS QUAD   -  LEROY (2019)
 ME1275
 ME1275                         *CURRENT SURVEY CONTROL
 ME1275  ______________________________________________________________________
 ME1275* NAD 83(1986) POSITION- 41 17 21.     (N) 087 19 37.     (W)   SCALED
 ME1275* NAVD 88 ORTHO HEIGHT -   205.48  (meters)      674.1   (feet) RESET
 ME1275  ______________________________________________________________________
 ME1275  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ME1275  VERT ORDER      -  THIRD
 ME1275
 ME1275.The horizontal coordinates were scaled from a map and have
 ME1275.an estimated accuracy of +/- 6 seconds.
 ME1275
 ME1275.The orthometric height was computed from unverified reset data.
 ME1275
 ME1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1275.GEOID18 height accuracy estimate available here.
 ME1275
 ME1275.Click photographs - Photos may exist for this station.
 ME1275
 ME1275;                    North         East    Units  Estimated Accuracy
 ME1275;SPC IN W     -   670,700.      879,590.      MT  (+/- 180 meters Scaled)
 ME1275
 ME1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726709(NAD 83)
 ME1275
 ME1275                          SUPERSEDED SURVEY CONTROL
 ME1275
 ME1275.No superseded survey control is available for this station.
 ME1275
 ME1275_MARKER: DB = BENCH MARK DISK
 ME1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1275_SP_SET: DRAIN TILE CONCRETE
 ME1275_STAMPING: B 139 RESET 1960
 ME1275_MARK LOGO: CGS
 ME1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1275
 ME1275  HISTORY     - Date     Condition        Report By
 ME1275  HISTORY     - 1960     MONUMENTED       INHD
 ME1275  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1275
 ME1275                          STATION DESCRIPTION
 ME1275
 ME1275'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 ME1275'1.4 MI E FROM ORCHARD GROVE.
 ME1275'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 ME1275'STATE HIGHWAY 55 AT ORCHARD GROVE, 37 FEET WEST AND 17 FEET
 ME1275'SOUTH OF FORMER LOCATION, AND SET IN THE TOP OF AN 8-INCH DRAIN
 ME1275'TILE FILLED WITH CONCRETE AND IMBEDDED IN GROUND 1 FOOT NORTH
 ME1275'OF SOUTH RIGHT-OF-WAY FENCE OF STATE ROAD NO. 2.
 ME1275
 ME1275                          STATION RECOVERY (1990)
 ME1275
 ME1275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0028 ***********************************************************************
 KA0028  DESIGNATION -  B 14
 KA0028  PID         -  KA0028
 KA0028  STATE/COUNTY-  IN/MARION
 KA0028  COUNTRY     -  US
 KA0028  USGS QUAD   -  MAYWOOD (2019)
 KA0028
 KA0028                         *CURRENT SURVEY CONTROL
 KA0028  ______________________________________________________________________
 KA0028* NAD 83(1986) POSITION- 39 43 20.     (N) 086 10 04.     (W)   SCALED
 KA0028* NAVD 88 ORTHO HEIGHT -   208.901 (meters)      685.37  (feet) ADJUSTED
 KA0028  ______________________________________________________________________
 KA0028  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 KA0028  DYNAMIC HEIGHT  -        208.786 (meters)      684.99  (feet) COMP
 KA0028  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 KA0028
 KA0028  VERT ORDER      -  FIRST     CLASS II
 KA0028
 KA0028.The horizontal coordinates were scaled from a map and have
 KA0028.an estimated accuracy of +/- 6 seconds.
 KA0028
 KA0028.The orthometric height was determined by differential leveling and
 KA0028.adjusted by the NATIONAL GEODETIC SURVEY
 KA0028.in June 1991.
 KA0028
 KA0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0028.GEOID18 height accuracy estimate available here.
 KA0028
 KA0028.Click photographs - Photos may exist for this station.
 KA0028
 KA0028.The dynamic height is computed by dividing the NAVD 88
 KA0028.geopotential number by the normal gravity value computed on the
 KA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0028.degrees latitude (g = 980.6199 gals.).
 KA0028
 KA0028.The modeled gravity was interpolated from observed gravity values.
 KA0028
 KA0028;                    North         East    Units  Estimated Accuracy
 KA0028;SPC IN E     -   496,800.       57,040.      MT  (+/- 180 meters Scaled)
 KA0028
 KA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ713972(NAD 83)
 KA0028
 KA0028                          SUPERSEDED SURVEY CONTROL
 KA0028
 KA0028  NGVD 29 (??/??/92)  209.035  (m)          685.81   (f) ADJ UNCH    1 2
 KA0028
 KA0028.Superseded values are not recommended for survey control.
 KA0028
 KA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0028.See file dsdata.pdf to determine how the superseded data were derived.
 KA0028
 KA0028_MARKER: DB = BENCH MARK DISK
 KA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0028_STAMPING: 685.809 B 14 1930
 KA0028_MARK LOGO: CGS
 KA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0028+STABILITY: SURFACE MOTION
 KA0028
 KA0028  HISTORY     - Date     Condition        Report By
 KA0028  HISTORY     - 1930     MONUMENTED       CGS
 KA0028  HISTORY     - 1959     MARK NOT FOUND   CGS
 KA0028  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0028  HISTORY     - 20210107 MARK NOT FOUND   MCSO
 KA0028
 KA0028                          STATION DESCRIPTION
 KA0028
 KA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA0028'0.4 MI S FROM INDIANAPOLIS.
 KA0028'0.4 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE SOUTH CITY LIMITS
 KA0028'OF INDIANAPOLIS, MARION COUNTY, AT THE NORTHEAST CORNER OF THE
 KA0028'INTERSECTION OF TROY AVENUE, NEAR A POWER POLE, AND 7.9 FEET EAST
 KA0028'OF THE EAST EDGE OF THE CONCRETE PAVEMENT.  A STANDARD DISK,
 KA0028'STAMPED 685.809 B 14 1930 AND SET IN THE TOP OF A CONCRETE POST
 KA0028'PROJECTING 4 INCHES ABOVE GROUND.
 KA0028
 KA0028                          STATION RECOVERY (1998)
 KA0028
 KA0028'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0028'MARK NOT FOUND.
 KA0028
 KA0028                          STATION RECOVERY (2021)
 KA0028
 KA0028'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2021 (RP)
 KA0028'DUE TO NO EXISTING TIES AND CONSTRUCTION FOR DRAINAGE WE ARE UNABLE TO
 KA0028'RECOVER THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1255 ***********************************************************************
 ME1255  DESIGNATION -  B 140
 ME1255  PID         -  ME1255
 ME1255  STATE/COUNTY-  IN/LAKE
 ME1255  COUNTRY     -  US
 ME1255  USGS QUAD   -  PALMER (2019)
 ME1255
 ME1255                         *CURRENT SURVEY CONTROL
 ME1255  ______________________________________________________________________
 ME1255* NAD 83(1986) POSITION- 41 26 30.     (N) 087 14 20.     (W)   SCALED
 ME1255* NAVD 88 ORTHO HEIGHT -   216.141 (meters)      709.12  (feet) ADJUSTED
 ME1255  ______________________________________________________________________
 ME1255  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME1255  DYNAMIC HEIGHT  -        216.055 (meters)      708.84  (feet) COMP
 ME1255  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 ME1255
 ME1255  VERT ORDER      -  SECOND    CLASS 0
 ME1255
 ME1255.The horizontal coordinates were scaled from a map and have
 ME1255.an estimated accuracy of +/- 6 seconds.
 ME1255
 ME1255.The orthometric height was determined by differential leveling and
 ME1255.adjusted by the NATIONAL GEODETIC SURVEY
 ME1255.in June 1991.
 ME1255
 ME1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1255.GEOID18 height accuracy estimate available here.
 ME1255
 ME1255.Click photographs - Photos may exist for this station.
 ME1255
 ME1255.The dynamic height is computed by dividing the NAVD 88
 ME1255.geopotential number by the normal gravity value computed on the
 ME1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1255.degrees latitude (g = 980.6199 gals.).
 ME1255
 ME1255.The modeled gravity was interpolated from observed gravity values.
 ME1255
 ME1255;                    North         East    Units  Estimated Accuracy
 ME1255;SPC IN W     -   687,620.      887,000.      MT  (+/- 180 meters Scaled)
 ME1255
 ME1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800878(NAD 83)
 ME1255
 ME1255                          SUPERSEDED SURVEY CONTROL
 ME1255
 ME1255  NGVD 29 (??/??/92)  216.232  (m)          709.42   (f) ADJ UNCH    2 0
 ME1255
 ME1255.Superseded values are not recommended for survey control.
 ME1255
 ME1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1255.See file dsdata.pdf to determine how the superseded data were derived.
 ME1255
 ME1255_MARKER: DB = BENCH MARK DISK
 ME1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1255_STAMPING: B 140 1946
 ME1255_MARK LOGO: CGS
 ME1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1255+STABILITY: SURFACE MOTION
 ME1255
 ME1255  HISTORY     - Date     Condition        Report By
 ME1255  HISTORY     - 1946     MONUMENTED       CGS
 ME1255  HISTORY     - 1972     GOOD             BRADY
 ME1255  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1255
 ME1255                          STATION DESCRIPTION
 ME1255
 ME1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1255'3.6 MI N FROM PALMER.
 ME1255'ABOUT 3.65 MILES NORTH ALONG A PAVED ROAD FROM THE PALMER SCHOOL
 ME1255'AT PALMER, ABOUT 0.05 MILE SOUTH OF THE CROSSING OF THE
 ME1255'CHESAPEAKE AND OHIO RAILWAY, AT THE JUNCTION OF A T ROAD LEADING
 ME1255'WEST, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH
 ME1255'OF THE CENTER LINE OF THE ROAD WEST, 15 FEET WEST OF A CORNER
 ME1255'FENCE POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ME1255'CONCRETE POST PROJECTING 6 INCHES.
 ME1255
 ME1255                          STATION RECOVERY (1972)
 ME1255
 ME1255'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1255'RECOVERED IN GOOD CONDITION.
 ME1255
 ME1255                          STATION RECOVERY (1990)
 ME1255
 ME1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1249 ***********************************************************************
 ME1249  DESIGNATION -  B 141
 ME1249  PID         -  ME1249
 ME1249  STATE/COUNTY-  IN/PORTER
 ME1249  COUNTRY     -  US
 ME1249  USGS QUAD   -  VALPARAISO (2019)
 ME1249
 ME1249                         *CURRENT SURVEY CONTROL
 ME1249  ______________________________________________________________________
 ME1249* NAD 83(1986) POSITION- 41 26 59.     (N) 087 04 35.     (W)   SCALED
 ME1249* NAVD 88 ORTHO HEIGHT -   212.241 (meters)      696.33  (feet) ADJUSTED
 ME1249  ______________________________________________________________________
 ME1249  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME1249  DYNAMIC HEIGHT  -        212.156 (meters)      696.05  (feet) COMP
 ME1249  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 ME1249
 ME1249  VERT ORDER      -  SECOND    CLASS 0
 ME1249
 ME1249.The horizontal coordinates were scaled from a map and have
 ME1249.an estimated accuracy of +/- 6 seconds.
 ME1249
 ME1249.The orthometric height was determined by differential leveling and
 ME1249.adjusted by the NATIONAL GEODETIC SURVEY
 ME1249.in June 1991.
 ME1249
 ME1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1249.GEOID18 height accuracy estimate available here.
 ME1249
 ME1249.Click photographs - Photos may exist for this station.
 ME1249
 ME1249.The dynamic height is computed by dividing the NAVD 88
 ME1249.geopotential number by the normal gravity value computed on the
 ME1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1249.degrees latitude (g = 980.6199 gals.).
 ME1249
 ME1249.The modeled gravity was interpolated from observed gravity values.
 ME1249
 ME1249;                    North         East    Units  Estimated Accuracy
 ME1249;SPC IN W     -   688,500.      900,580.      MT  (+/- 180 meters Scaled)
 ME1249
 ME1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL936886(NAD 83)
 ME1249
 ME1249                          SUPERSEDED SURVEY CONTROL
 ME1249
 ME1249  NGVD 29 (??/??/92)  212.335  (m)          696.64   (f) ADJ UNCH    2 0
 ME1249
 ME1249.Superseded values are not recommended for survey control.
 ME1249
 ME1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1249.See file dsdata.pdf to determine how the superseded data were derived.
 ME1249
 ME1249_MARKER: DB = BENCH MARK DISK
 ME1249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1249_SP_SET: HEADWALL
 ME1249_STAMPING: B 141 1946
 ME1249_MARK LOGO: CGS
 ME1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1249+STABILITY: SURFACE MOTION
 ME1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1249+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME1249
 ME1249  HISTORY     - Date     Condition        Report By
 ME1249  HISTORY     - 1946     MONUMENTED       CGS
 ME1249  HISTORY     - 19920902 GOOD             NGS
 ME1249
 ME1249                          STATION DESCRIPTION
 ME1249
 ME1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1249'1.6 MI SW FROM VALPARAISO.
 ME1249'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COURT
 ME1249'HOUSE AT VALPARAISO, ABOUT 100 YARDS WEST OF THE DRIVE WAY TO THE
 ME1249'COUNTY FARM, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 ME1249'HEAD WALL OF A 14 INCH STEEL PIPE CULVERT, 21.5 FEET NORTH OF THE
 ME1249'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE
 ME1249'HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A DISK SET
 ME1249'IN A DRILL HOLE.
 ME1249
 ME1249                          STATION RECOVERY (1992)
 ME1249
 ME1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1249'0.2 KM (0.10 MI) EASTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1249'IN VALPARAISO, THENCE 2.6 KM (1.60 MI) SOUTHERLY ALONG WASHINGTON
 ME1249'STREET AND U.S. HIGHWAY 2, IN TOP OF AND 0.3 KM (0.20 MI) WEST OF THE
 ME1249'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 98.7 M
 ME1249'(323.8 FT) WEST OF THE CENTER OF THE MOST WESTERLY 0F 2 DRIVEWAYS
 ME1249'LEADING TO THE COUNTY HOME, 7.0 M (23.0 FT) NORTH OF THE HIGHWAY
 ME1249'CENTERLINE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0590 ***********************************************************************
 ME0590  DESIGNATION -  B 143
 ME0590  PID         -  ME0590
 ME0590  STATE/COUNTY-  IN/LA PORTE
 ME0590  COUNTRY     -  US
 ME0590  USGS QUAD   -  LA CROSSE (2019)
 ME0590
 ME0590                         *CURRENT SURVEY CONTROL
 ME0590  ______________________________________________________________________
 ME0590* NAD 83(1986) POSITION- 41 18 42.55   (N) 086 53 30.78   (W)   HD_HELD1
 ME0590* NAVD 88 ORTHO HEIGHT -   205.996 (meters)      675.84  (feet) ADJUSTED
 ME0590  ______________________________________________________________________
 ME0590  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME0590  DYNAMIC HEIGHT  -        205.909 (meters)      675.55  (feet) COMP
 ME0590  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 ME0590
 ME0590  VERT ORDER      -  SECOND    CLASS 0
 ME0590
 ME0590.The horizontal coordinates were determined by differentially corrected
 ME0590.hand held GPS observations or other comparable positioning techniques
 ME0590.and have an estimated accuracy of +/- 3 meters.
 ME0590
 ME0590.The orthometric height was determined by differential leveling and
 ME0590.adjusted by the NATIONAL GEODETIC SURVEY
 ME0590.in June 1991.
 ME0590
 ME0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0590.GEOID18 height accuracy estimate available here.
 ME0590
 ME0590.Click photographs - Photos may exist for this station.
 ME0590
 ME0590.The dynamic height is computed by dividing the NAVD 88
 ME0590.geopotential number by the normal gravity value computed on the
 ME0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0590.degrees latitude (g = 980.6199 gals.).
 ME0590
 ME0590.The modeled gravity was interpolated from observed gravity values.
 ME0590
 ME0590;                    North         East    Units  Estimated Accuracy
 ME0590;SPC IN W     -   673,204.4     916,031.0     MT  (+/- 3 meters HH1 GPS) 
 ME0590
 ME0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0904973378(NAD 83)
 ME0590
 ME0590                          SUPERSEDED SURVEY CONTROL
 ME0590
 ME0590  NGVD 29 (??/??/92)  206.075  (m)          676.10   (f) ADJ UNCH    2 0
 ME0590
 ME0590.Superseded values are not recommended for survey control.
 ME0590
 ME0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0590.See file dsdata.pdf to determine how the superseded data were derived.
 ME0590
 ME0590_MARKER: DB = BENCH MARK DISK
 ME0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0590_SP_SET: FOUNDATION
 ME0590_STAMPING: B 143 1946
 ME0590_MARK LOGO: CGS
 ME0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0590
 ME0590  HISTORY     - Date     Condition        Report By
 ME0590  HISTORY     - 1946     MONUMENTED       CGS
 ME0590  HISTORY     - 1988     GOOD             USPSQD
 ME0590  HISTORY     - 20071103 GOOD             GEOCAC
 ME0590
 ME0590                          STATION DESCRIPTION
 ME0590
 ME0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0590'0.4 MI S FROM LA CROSSE.
 ME0590'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 ME0590'WITH STATE HIGHWAY 8, SET VERTICALLY IN THE CONCRETE BLOCK
 ME0590'FOUNDATION OF THE NORTH WALL OF THE APOSTOLIC CHRISTIAN CHURCH,
 ME0590'4-INCHES EAST OF THE NORTHWEST CORNER AND 2.5 FEET ABOVE THE
 ME0590'GROUND.
 ME0590
 ME0590                          STATION RECOVERY (1988)
 ME0590
 ME0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0590'RECOVERED IN GOOD CONDITION.
 ME0590
 ME0590                          STATION RECOVERY (2007)
 ME0590
 ME0590'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1307 ***********************************************************************
 ME1307  DESIGNATION -  B 144 RESET
 ME1307  PID         -  ME1307
 ME1307  STATE/COUNTY-  IN/PORTER
 ME1307  COUNTRY     -  US
 ME1307  USGS QUAD   -  VALPARAISO (2019)
 ME1307
 ME1307                         *CURRENT SURVEY CONTROL
 ME1307  ______________________________________________________________________
 ME1307* NAD 83(1986) POSITION- 41 26 48.     (N) 087 01 38.     (W)   SCALED
 ME1307* NAVD 88 ORTHO HEIGHT -   227.99  (meters)      748.0   (feet) RESET
 ME1307  ______________________________________________________________________
 ME1307  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME1307  VERT ORDER      -  THIRD
 ME1307
 ME1307.The horizontal coordinates were scaled from a map and have
 ME1307.an estimated accuracy of +/- 6 seconds.
 ME1307
 ME1307.The orthometric height was computed from unverified reset data.
 ME1307
 ME1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1307.GEOID18 height accuracy estimate available here.
 ME1307
 ME1307.Click photographs - Photos may exist for this station.
 ME1307
 ME1307;                    North         East    Units  Estimated Accuracy
 ME1307;SPC IN W     -   688,160.      904,690.      MT  (+/- 180 meters Scaled)
 ME1307
 ME1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977883(NAD 83)
 ME1307
 ME1307                          SUPERSEDED SURVEY CONTROL
 ME1307
 ME1307.No superseded survey control is available for this station.
 ME1307
 ME1307_MARKER: DB = BENCH MARK DISK
 ME1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1307_STAMPING: B 144 1946 RESET 1956
 ME1307_MARK LOGO: CGS
 ME1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1307+STABILITY: SURFACE MOTION
 ME1307
 ME1307  HISTORY     - Date     Condition        Report By
 ME1307  HISTORY     - 1956     MONUMENTED       CGS
 ME1307  HISTORY     - 1956     GOOD             CGS
 ME1307  HISTORY     - 1978     GOOD             LOCSUR
 ME1307  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1307
 ME1307                          STATION DESCRIPTION
 ME1307
 ME1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1307'4.9 MI N FROM MALDEN.
 ME1307'4.9 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE AND
 ME1307'OHIO RAILROAD STATION AT MALDEN, 1.0 MILE SOUTH OF THE JUNCTION
 ME1307'OF U.S. HIGHWAY 30, AT THE CROSSING OF THE NEW YORK, CHICAGO
 ME1307'AND ST. LOUIS RAILROAD, 103 FEET WEST OF THE CENTER LINE OF THE
 ME1307'HIGHWAY, 45 FEET NORTH OF THE NORTH RAIL, 16 FEET EAST OF A
 ME1307'TELEPHONE POLE, 3 FEET WEST OF THE CORNER OF THE HIGHWAY AND
 ME1307'RAILROAD RIGHT-OF-WAY FENCES, 1 FOOT ABOVE THE LEVEL OF TRACKS.
 ME1307
 ME1307                          STATION RECOVERY (1978)
 ME1307
 ME1307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1307'RECOVERED IN GOOD CONDITION.
 ME1307
 ME1307                          STATION RECOVERY (1990)
 ME1307
 ME1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1270 ***********************************************************************
 MD1270  DESIGNATION -  B 145
 MD1270  PID         -  MD1270
 MD1270  STATE/COUNTY-  IN/KOSCIUSKO
 MD1270  COUNTRY     -  US
 MD1270  USGS QUAD   -  ATWOOD (2019)
 MD1270
 MD1270                         *CURRENT SURVEY CONTROL
 MD1270  ______________________________________________________________________
 MD1270* NAD 83(1997) POSITION- 41 15 46.60488(N) 085 59 16.95193(W)   NO CHECK
 MD1270* NAVD 88 ORTHO HEIGHT -   248.212 (meters)      814.34  (feet) ADJUSTED
 MD1270  ______________________________________________________________________
 MD1270  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 MD1270  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 MD1270  DYNAMIC HEIGHT  -        248.109 (meters)      814.00  (feet) COMP
 MD1270  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MD1270
 MD1270  HORZ ORDER      -  THIRD
 MD1270  VERT ORDER      -  FIRST     CLASS I
 MD1270
 MD1270.The horizontal coordinates were established by classical geodetic methods
 MD1270.and adjusted by the National Geodetic Survey in May 1999.
 MD1270
 MD1270.No horizontal observational check was made to the station.
 MD1270
 MD1270.The orthometric height was determined by differential leveling and
 MD1270.adjusted by the NATIONAL GEODETIC SURVEY
 MD1270.in April 1995.
 MD1270
 MD1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1270.GEOID18 height accuracy estimate available here.
 MD1270
 MD1270.Click photographs - Photos may exist for this station.
 MD1270
 MD1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1270
 MD1270.The dynamic height is computed by dividing the NAVD 88
 MD1270.geopotential number by the normal gravity value computed on the
 MD1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1270.degrees latitude (g = 980.6199 gals.).
 MD1270
 MD1270.The modeled gravity was interpolated from observed gravity values.
 MD1270
 MD1270. The following values were computed from the NAD 83(1997) position.
 MD1270
 MD1270;                    North         East     Units Scale Factor Converg.
 MD1270;SPC IN E     -   667,808.862    73,069.631   MT  0.99997559   -0 12 43.0
 MD1270;SPC IN E     - 2,190,969.57    239,729.28   sFT  0.99997559   -0 12 43.0
 MD1270;UTM  16      - 4,568,440.944   584,768.656   MT  0.99968843   +0 40 02.8
 MD1270
 MD1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1270!SPC IN E     -   0.99996635  x   0.99997559  =   0.99994194
 MD1270!UTM  16      -   0.99996635  x   0.99968843  =   0.99965479
 MD1270
 MD1270:                Primary Azimuth Mark                     Grid Az
 MD1270:SPC IN E     -  ATWOOD 2                                 155 32 51.2
 MD1270:UTM  16      -  ATWOOD 2                                 154 40 05.4
 MD1270
 MD1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8476868440(NAD 83)
 MD1270
 MD1270|---------------------------------------------------------------------|
 MD1270| PID    Reference Object                     Distance      Geod. Az  |
 MD1270|                                                           dddmmss.s |
 MD1270| MD1679 ATWOOD 3                            470.833 METERS 1230658.5 |
 MD1270| MD1267 ATWOOD 2                            APPROX. 0.9 KM 1552008.2 |
 MD1270|---------------------------------------------------------------------|
 MD1270
 MD1270                          SUPERSEDED SURVEY CONTROL
 MD1270
 MD1270  NAD 83(1986)-  41 15 46.60907(N)    085 59 16.96127(W) AD(       ) 3
 MD1270  NAD 27      -  41 15 46.44552(N)    085 59 16.97733(W) AD(       ) 3
 MD1270  NAVD 88 (06/15/91)  248.204  (m)          814.32   (f) SUPERSEDED  1 1
 MD1270  NGVD 29 (01/19/93)  248.342  (m)          814.77   (f) ADJUSTED    1 1
 MD1270  NGVD 29 (??/??/92)  248.334  (m)          814.74   (f) SUPERSEDED  1 1
 MD1270  NGVD 29             248.33   (m)          814.7    (f) LEVELING    3  
 MD1270
 MD1270.Superseded values are not recommended for survey control.
 MD1270
 MD1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1270.See file dsdata.pdf to determine how the superseded data were derived.
 MD1270
 MD1270_MARKER: DB = BENCH MARK DISK
 MD1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1270_SP_SET: HEADWALL
 MD1270_STAMPING: B 145 1946
 MD1270_MARK LOGO: CGS
 MD1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1270+STABILITY: SURFACE MOTION
 MD1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1270+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1270
 MD1270  HISTORY     - Date     Condition        Report By
 MD1270  HISTORY     - 1946     MONUMENTED       CGS
 MD1270  HISTORY     - 1968     GOOD             CGS
 MD1270  HISTORY     - 1970     GOOD             NGS
 MD1270  HISTORY     - 1970     GOOD             NGS
 MD1270  HISTORY     - 19920909 GOOD             NGS
 MD1270
 MD1270                          STATION DESCRIPTION
 MD1270
 MD1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1270'0.6 MI NW FROM ATWOOD.
 MD1270'ABOUT 0.6 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1270'CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 0.1 MILE NORTHWEST
 MD1270'OF MILEPOST 366, SET ON THE TOP OF THE SOUTHEAST END OF THE
 MD1270'NORTHEAST CONCRETE HEAD WALL OF BRIDGE NO. 366.09 OVER A FARM
 MD1270'ROAD, 8.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND
 MD1270'TRACK, 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL
 MD1270'AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 31, T 33N, R 5E.
 MD1270
 MD1270                          STATION RECOVERY (1970)
 MD1270
 MD1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MD1270'THE MARK BM B 145 1946 IS A STANDARD BENCH MARK DISK SET IN A
 MD1270'DRILL HOLE IN THE NORTHEAST END OF THE CONCRETE ABUTTMENT OF
 MD1270'A 28 FOOT BRIDGE FOR RAILROAD WITH A TRACK ROAD UNDERPASS, 1
 MD1270'FOOT WEST OF THE EAST END OF THE BRIDGE, 1 FOOT NORTHEAST OF A
 MD1270'METAL WITNESS POST, 2 FEET EAST OF A SIGN 360/09, 8 FEET NORTH OF
 MD1270'THE NORTH RAIL OF THE TRACK, AND ABOUT 200 FEET SOUTH OF THE
 MD1270'CENTERLINE OF THE HIGHWAY.  THE DISK IS STAMPED B 145 1946.
 MD1270'
 MD1270'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 MD1270'HARRISON STREET (MAIN INTERSECTION) IN ATWOOD, GO WEST ON HIGHWAY
 MD1270'30 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 MD1270
 MD1270                          STATION RECOVERY (1970)
 MD1270
 MD1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD1270'RECOVERED IN GOOD CONDITION.
 MD1270
 MD1270                          STATION RECOVERY (1992)
 MD1270
 MD1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1270'11.6 KM (7.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1270'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, IN TOP OF
 MD1270'AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 MD1270'CONCRETE HEADWALL OF A RAILROAD OVERPASS OF A ROAD, 6.4 M (21.0 FT)
 MD1270'NORTH OF THE NEAR RAIL, 3.7 M (12.1 FT) EAST OF THE ROAD CENTER, AND
 MD1270'0.7 M (2.3 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0947 ***********************************************************************
 LB0947  DESIGNATION -  B 146
 LB0947  PID         -  LB0947
 LB0947  STATE/COUNTY-  IN/CARROLL
 LB0947  COUNTRY     -  US
 LB0947  USGS QUAD   -  BURROWS (2019)
 LB0947
 LB0947                         *CURRENT SURVEY CONTROL
 LB0947  ______________________________________________________________________
 LB0947* NAD 83(1986) POSITION- 40 42 00.     (N) 086 34 28.     (W)   SCALED
 LB0947* NAVD 88 ORTHO HEIGHT -   190.109 (meters)      623.72  (feet) ADJUSTED
 LB0947  ______________________________________________________________________
 LB0947  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LB0947  DYNAMIC HEIGHT  -        190.020 (meters)      623.42  (feet) COMP
 LB0947  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 LB0947
 LB0947  VERT ORDER      -  SECOND    CLASS 0
 LB0947
 LB0947.The horizontal coordinates were scaled from a map and have
 LB0947.an estimated accuracy of +/- 6 seconds.
 LB0947
 LB0947.The orthometric height was determined by differential leveling and
 LB0947.adjusted by the NATIONAL GEODETIC SURVEY
 LB0947.in June 1991.
 LB0947
 LB0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0947.GEOID18 height accuracy estimate available here.
 LB0947
 LB0947.Click photographs - Photos may exist for this station.
 LB0947
 LB0947.The dynamic height is computed by dividing the NAVD 88
 LB0947.geopotential number by the normal gravity value computed on the
 LB0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0947.degrees latitude (g = 980.6199 gals.).
 LB0947
 LB0947.The modeled gravity was interpolated from observed gravity values.
 LB0947
 LB0947;                    North         East    Units  Estimated Accuracy
 LB0947;SPC IN W     -   605,370.      943,010.      MT  (+/- 180 meters Scaled)
 LB0947
 LB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL359055(NAD 83)
 LB0947
 LB0947                          SUPERSEDED SURVEY CONTROL
 LB0947
 LB0947  NGVD 29 (??/??/92)  190.220  (m)          624.08   (f) ADJ UNCH    2 0
 LB0947
 LB0947.Superseded values are not recommended for survey control.
 LB0947
 LB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0947.See file dsdata.pdf to determine how the superseded data were derived.
 LB0947
 LB0947_MARKER: DB = BENCH MARK DISK
 LB0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0947_STAMPING: B 146 1946
 LB0947_MARK LOGO: CGS
 LB0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0947+STABILITY: SURFACE MOTION
 LB0947
 LB0947  HISTORY     - Date     Condition        Report By
 LB0947  HISTORY     - 1946     MONUMENTED       CGS
 LB0947
 LB0947                          STATION DESCRIPTION
 LB0947
 LB0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0947'0.1 MI N FROM LOCKPORT.
 LB0947'AT LOCKPORT, ABOUT 0.1 MILE NORTH OF THE CROSS ROADS, AT THE
 LB0947'TOP OF A HILL IN THE NORTHWEST EDGE OF THE VILLAGE, ABOUT 200
 LB0947'FEET SOUTHWEST OF A WHITE CHURCH BUILDING, 21 FEET NORTHEAST
 LB0947'OF THE CENTER LINE OF THE MAIN ROAD, 16 FEET NORTHWEST OF THE
 LB0947'CENTER LINE OF A CROSS ROAD, ACROSS THE MAIN ROAD FROM A GROUP OF
 LB0947'FOUR MAILBOXES, 7 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST
 LB0947'OF A FENCE LINE AND ABOUT 2 FEET ABOVE ROAD LEVEL.  A STANDARD
 LB0947'DISK, STAMPED B 146 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0947'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0982 ***********************************************************************
 LB0982  DESIGNATION -  B 147
 LB0982  PID         -  LB0982
 LB0982  STATE/COUNTY-  IN/WHITE
 LB0982  COUNTRY     -  US
 LB0982  USGS QUAD   -  BROOKSTON (2019)
 LB0982
 LB0982                         *CURRENT SURVEY CONTROL
 LB0982  ______________________________________________________________________
 LB0982* NAD 83(1986) POSITION- 40 36 03.     (N) 086 47 09.     (W)   SCALED
 LB0982* NAVD 88 ORTHO HEIGHT -   179.346 (meters)      588.40  (feet) ADJUSTED
 LB0982  ______________________________________________________________________
 LB0982  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 LB0982  DYNAMIC HEIGHT  -        179.260 (meters)      588.12  (feet) COMP
 LB0982  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 LB0982
 LB0982  VERT ORDER      -  SECOND    CLASS 0
 LB0982
 LB0982.The horizontal coordinates were scaled from a map and have
 LB0982.an estimated accuracy of +/- 6 seconds.
 LB0982
 LB0982.The orthometric height was determined by differential leveling and
 LB0982.adjusted by the NATIONAL GEODETIC SURVEY
 LB0982.in June 1991.
 LB0982
 LB0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0982.GEOID18 height accuracy estimate available here.
 LB0982
 LB0982.Click photographs - Photos may exist for this station.
 LB0982
 LB0982.The dynamic height is computed by dividing the NAVD 88
 LB0982.geopotential number by the normal gravity value computed on the
 LB0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0982.degrees latitude (g = 980.6199 gals.).
 LB0982
 LB0982.The modeled gravity was interpolated from observed gravity values.
 LB0982
 LB0982;                    North         East    Units  Estimated Accuracy
 LB0982;SPC IN W     -   594,280.      925,180.      MT  (+/- 180 meters Scaled)
 LB0982
 LB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK181944(NAD 83)
 LB0982
 LB0982                          SUPERSEDED SURVEY CONTROL
 LB0982
 LB0982  NGVD 29 (??/??/92)  179.451  (m)          588.75   (f) ADJ UNCH    2 0
 LB0982
 LB0982.Superseded values are not recommended for survey control.
 LB0982
 LB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0982.See file dsdata.pdf to determine how the superseded data were derived.
 LB0982
 LB0982_MARKER: DB = BENCH MARK DISK
 LB0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0982_SP_SET: BRIDGE
 LB0982_STAMPING: B 147 1946
 LB0982_MARK LOGO: CGS
 LB0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0982
 LB0982  HISTORY     - Date     Condition        Report By
 LB0982  HISTORY     - 1946     MONUMENTED       CGS
 LB0982  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB0982
 LB0982                          STATION DESCRIPTION
 LB0982
 LB0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0982'4.2 MI E FROM BROOKSTON.
 LB0982'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LB0982'AT BROOKSTON, SET IN THE TOP OF THE NORTH WINGWALL AT THE NORTHWEST
 LB0982'END OF A 75-FOOT CONCRETE BRIDGE OVER A CREEK, 17.5 FEET NORTHEAST
 LB0982'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY
 LB0982'LEVEL.  A STANDARD DISK, STAMPED B 147 1946.
 LB0982
 LB0982                          STATION RECOVERY (2009)
 LB0982
 LB0982'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0982'MARK NOT FOUND (GONE)NEW BRIDGE (INDOT L-603)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0021 ***********************************************************************
 LB0021  DESIGNATION -  B 148
 LB0021  PID         -  LB0021
 LB0021  STATE/COUNTY-  IN/CASS
 LB0021  COUNTRY     -  US
 LB0021  USGS QUAD   -  CLYMERS (2019)
 LB0021
 LB0021                         *CURRENT SURVEY CONTROL
 LB0021  ______________________________________________________________________
 LB0021* NAD 83(1986) POSITION- 40 42 45.     (N) 086 24 22.     (W)   SCALED
 LB0021* NAVD 88 ORTHO HEIGHT -   222.934 (meters)      731.41  (feet) ADJUSTED
 LB0021  ______________________________________________________________________
 LB0021  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 LB0021  DYNAMIC HEIGHT  -        222.827 (meters)      731.06  (feet) COMP
 LB0021  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 LB0021
 LB0021  VERT ORDER      -  SECOND    CLASS 0
 LB0021
 LB0021.This mark is at Logansport Airport (GGP)
 LB0021
 LB0021.The horizontal coordinates were scaled from a map and have
 LB0021.an estimated accuracy of +/- 6 seconds.
 LB0021
 LB0021.The orthometric height was determined by differential leveling and
 LB0021.adjusted by the NATIONAL GEODETIC SURVEY
 LB0021.in June 1991.
 LB0021
 LB0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0021.GEOID18 height accuracy estimate available here.
 LB0021
 LB0021.Click photographs - Photos may exist for this station.
 LB0021
 LB0021.The dynamic height is computed by dividing the NAVD 88
 LB0021.geopotential number by the normal gravity value computed on the
 LB0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0021.degrees latitude (g = 980.6199 gals.).
 LB0021
 LB0021.The modeled gravity was interpolated from observed gravity values.
 LB0021
 LB0021;                    North         East    Units  Estimated Accuracy
 LB0021;SPC IN E     -   606,900.       37,520.      MT  (+/- 180 meters Scaled)
 LB0021
 LB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL501070(NAD 83)
 LB0021
 LB0021                          SUPERSEDED SURVEY CONTROL
 LB0021
 LB0021  NGVD 29 (??/??/92)  223.048  (m)          731.78   (f) ADJ UNCH    2 0
 LB0021
 LB0021.Superseded values are not recommended for survey control.
 LB0021
 LB0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0021.See file dsdata.pdf to determine how the superseded data were derived.
 LB0021
 LB0021_MARKER: DB = BENCH MARK DISK
 LB0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0021_STAMPING: B 148 1946
 LB0021_MARK LOGO: CGS
 LB0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0021+STABILITY: SURFACE MOTION
 LB0021
 LB0021  HISTORY     - Date     Condition        Report By
 LB0021  HISTORY     - 1946     MONUMENTED       CGS
 LB0021
 LB0021                          STATION DESCRIPTION
 LB0021
 LB0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0021'4.4 MI SW FROM LOGANSPORT.
 LB0021'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH END
 LB0021'OF THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT,
 LB0021'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH
 LB0021'ALONG A ROAD TO LOGANSPORT AIRPORT, AT THE AIRPORT, ON THE SOUTH
 LB0021'SIDE OF THE HANGER, 12.8 FEET WEST OF THE SOUTHEAST CORNER OF
 LB0021'THE HANGER AND ABOUT 1 1/2 FEET SOUTH OF THE SOUTH HANGER WALL.
 LB0021'A STANDARD DISK, STAMPED B 148 1946 AND SET IN THE TOP OF A
 LB0021'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0763 ***********************************************************************
 ME0763  DESIGNATION -  B 149
 ME0763  PID         -  ME0763
 ME0763  STATE/COUNTY-  IN/LA PORTE
 ME0763  COUNTRY     -  US
 ME0763  USGS QUAD   -  WESTVILLE (2019)
 ME0763
 ME0763                         *CURRENT SURVEY CONTROL
 ME0763  ______________________________________________________________________
 ME0763* NAD 83(1986) POSITION- 41 34 34.     (N) 086 53 48.     (W)   SCALED
 ME0763* NAVD 88 ORTHO HEIGHT -   248.176 (meters)      814.22  (feet) ADJUSTED
 ME0763  ______________________________________________________________________
 ME0763  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 ME0763  DYNAMIC HEIGHT  -        248.081 (meters)      813.91  (feet) COMP
 ME0763  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 ME0763
 ME0763  VERT ORDER      -  SECOND    CLASS 0
 ME0763
 ME0763.The horizontal coordinates were scaled from a map and have
 ME0763.an estimated accuracy of +/- 6 seconds.
 ME0763
 ME0763.The orthometric height was determined by differential leveling and
 ME0763.adjusted by the NATIONAL GEODETIC SURVEY
 ME0763.in June 1991.
 ME0763
 ME0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0763.GEOID18 height accuracy estimate available here.
 ME0763
 ME0763.Click photographs - Photos may exist for this station.
 ME0763
 ME0763.The dynamic height is computed by dividing the NAVD 88
 ME0763.geopotential number by the normal gravity value computed on the
 ME0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0763.degrees latitude (g = 980.6199 gals.).
 ME0763
 ME0763.The modeled gravity was interpolated from observed gravity values.
 ME0763
 ME0763;                    North         East    Units  Estimated Accuracy
 ME0763;SPC IN W     -   702,560.      915,570.      MT  (+/- 180 meters Scaled)
 ME0763
 ME0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086027(NAD 83)
 ME0763
 ME0763                          SUPERSEDED SURVEY CONTROL
 ME0763
 ME0763  NGVD 29 (??/??/92)  248.272  (m)          814.54   (f) ADJ UNCH    2 0
 ME0763
 ME0763.Superseded values are not recommended for survey control.
 ME0763
 ME0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0763.See file dsdata.pdf to determine how the superseded data were derived.
 ME0763
 ME0763_MARKER: DB = BENCH MARK DISK
 ME0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0763_STAMPING: B 149 1946
 ME0763_MARK LOGO: CGS
 ME0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0763+STABILITY: SURFACE MOTION
 ME0763
 ME0763  HISTORY     - Date     Condition        Report By
 ME0763  HISTORY     - 1946     MONUMENTED       CGS
 ME0763
 ME0763                          STATION DESCRIPTION
 ME0763
 ME0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0763'2.6 MI N FROM WESTVILLE.
 ME0763'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0763'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, AT THE JUNCTION
 ME0763'OF A SIDE ROAD LEADING WEST, 49 FEET WEST OF THE CENTER LINE OF
 ME0763'THE HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.0
 ME0763'FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE, AND
 ME0763'ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED
 ME0763'B 149 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0763'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0649 ***********************************************************************
 MD0649  DESIGNATION -  B 15
 MD0649  PID         -  MD0649
 MD0649  STATE/COUNTY-  IN/ALLEN
 MD0649  COUNTRY     -  US
 MD0649  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0649
 MD0649                         *CURRENT SURVEY CONTROL
 MD0649  ______________________________________________________________________
 MD0649* NAD 83(1986) POSITION- 41 04 57.     (N) 085 12 40.     (W)   SCALED
 MD0649* NAVD 88 ORTHO HEIGHT -   247.273 (meters)      811.26  (feet) ADJUSTED
 MD0649  ______________________________________________________________________
 MD0649  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 MD0649  DYNAMIC HEIGHT  -        247.176 (meters)      810.94  (feet) COMP
 MD0649  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD0649
 MD0649  VERT ORDER      -  FIRST     CLASS I
 MD0649
 MD0649.The horizontal coordinates were scaled from a map and have
 MD0649.an estimated accuracy of +/- 6 seconds.
 MD0649
 MD0649.The orthometric height was determined by differential leveling and
 MD0649.adjusted by the NATIONAL GEODETIC SURVEY
 MD0649.in June 1991.
 MD0649
 MD0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0649.GEOID18 height accuracy estimate available here.
 MD0649
 MD0649.Click photographs - Photos may exist for this station.
 MD0649
 MD0649.The dynamic height is computed by dividing the NAVD 88
 MD0649.geopotential number by the normal gravity value computed on the
 MD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0649.degrees latitude (g = 980.6199 gals.).
 MD0649
 MD0649.The modeled gravity was interpolated from observed gravity values.
 MD0649
 MD0649;                    North         East    Units  Estimated Accuracy
 MD0649;SPC IN E     -   647,820.      138,280.      MT  (+/- 180 meters Scaled)
 MD0649
 MD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL502494(NAD 83)
 MD0649
 MD0649                          SUPERSEDED SURVEY CONTROL
 MD0649
 MD0649  NGVD 29 (01/19/93)  247.435  (m)          811.79   (f) ADJUSTED    1 1
 MD0649  NGVD 29 (??/??/92)  247.435  (m)          811.79   (f) SUPERSEDED  1 1
 MD0649
 MD0649.Superseded values are not recommended for survey control.
 MD0649
 MD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0649.See file dsdata.pdf to determine how the superseded data were derived.
 MD0649
 MD0649_MARKER: DB = BENCH MARK DISK
 MD0649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0649_SP_SET: PIER
 MD0649_STAMPING: B 15 1930 811.790
 MD0649_MARK LOGO: CGS
 MD0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0649+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0649
 MD0649  HISTORY     - Date     Condition        Report By
 MD0649  HISTORY     - 1930     MONUMENTED       CGS
 MD0649  HISTORY     - 1968     GOOD             CGS
 MD0649  HISTORY     - 19921010 GOOD             NGS
 MD0649
 MD0649                          STATION DESCRIPTION
 MD0649
 MD0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0649'3.8 MI NW FROM FORT WAYNE.
 MD0649'ABOUT 3.85 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0649'THE STATION AT FORT WAYNE, ABOUT 4.75 MILES SOUTHEAST OF THE
 MD0649'CROSSING OF ARCOLA ROAD A ARCOLA, ABOUT 0.45 MILE SOUTHEAST OF
 MD0649'MILEPOST 324, SET ON THE TOP OF THE CONCRETE BASE TO THE CENTER
 MD0649'LEG OF THE NORTHEAST PIER UNDER THE NICKEL PLATE RAILROAD
 MD0649'OVERPASS OVER THE PENN CENTRAL RAILROAD, 6 FEET NORTHEAST OF THE
 MD0649'NORTHEAST RAIL OF THE WESTBOUND TRACK, ABOUT LEVEL WITH THE TRACK
 MD0649'AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 6, T 30 N,
 MD0649'R 12 E.
 MD0649
 MD0649                          STATION RECOVERY (1992)
 MD0649
 MD0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0649'6.4 KM (3.95 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD0649'IN FORT WAYNE, NEAR THE CENTER OF THE CONCRETE BASE OF THE CENTER
 MD0649'COLUMN OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE NORFOLK AND
 MD0649'WESTERN RAILROAD OVERPASS OF THE TRACK, 15.8 M (51.8 FT) SOUTHEAST OF
 MD0649'THE NORTHWEST END OF THE PIER, 5.8 M (19.0 FT) NORTHEAST OF THE NEAR
 MD0649'RAIL, 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE BASE, AND
 MD0649'0.1 M (0.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE COLUMN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0582 ***********************************************************************
 ME0582  DESIGNATION -  B 150
 ME0582  PID         -  ME0582
 ME0582  STATE/COUNTY-  IN/PORTER
 ME0582  COUNTRY     -  US
 ME0582  USGS QUAD   -  WANATAH (2019)
 ME0582
 ME0582                         *CURRENT SURVEY CONTROL
 ME0582  ______________________________________________________________________
 ME0582* NAD 83(1986) POSITION- 41 26 39.     (N) 086 59 44.     (W)   SCALED
 ME0582* NAVD 88 ORTHO HEIGHT -   230.205 (meters)      755.26  (feet) ADJUSTED
 ME0582  ______________________________________________________________________
 ME0582  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 ME0582  DYNAMIC HEIGHT  -        230.112 (meters)      754.96  (feet) COMP
 ME0582  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 ME0582
 ME0582  VERT ORDER      -  FIRST     CLASS I
 ME0582
 ME0582.The horizontal coordinates were scaled from a map and have
 ME0582.an estimated accuracy of +/- 6 seconds.
 ME0582
 ME0582.The orthometric height was determined by differential leveling and
 ME0582.adjusted by the NATIONAL GEODETIC SURVEY
 ME0582.in June 1991.
 ME0582
 ME0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0582.GEOID18 height accuracy estimate available here.
 ME0582
 ME0582.Click photographs - Photos may exist for this station.
 ME0582
 ME0582.The dynamic height is computed by dividing the NAVD 88
 ME0582.geopotential number by the normal gravity value computed on the
 ME0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0582.degrees latitude (g = 980.6199 gals.).
 ME0582
 ME0582.The modeled gravity was interpolated from observed gravity values.
 ME0582
 ME0582;                    North         East    Units  Estimated Accuracy
 ME0582;SPC IN W     -   687,890.      907,340.      MT  (+/- 180 meters Scaled)
 ME0582
 ME0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL003880(NAD 83)
 ME0582
 ME0582                          SUPERSEDED SURVEY CONTROL
 ME0582
 ME0582  NGVD 29 (??/??/92)  230.299  (m)          755.57   (f) ADJ UNCH    1 1
 ME0582
 ME0582.Superseded values are not recommended for survey control.
 ME0582
 ME0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0582.See file dsdata.pdf to determine how the superseded data were derived.
 ME0582
 ME0582_MARKER: DB = BENCH MARK DISK
 ME0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0582_STAMPING: B 150 1946
 ME0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0582+STABILITY: SURFACE MOTION
 ME0582
 ME0582  HISTORY     - Date     Condition        Report By
 ME0582  HISTORY     - 1946     MONUMENTED       CGS
 ME0582  HISTORY     - 1968     GOOD             CGS
 ME0582  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0582
 ME0582                          STATION DESCRIPTION
 ME0582
 ME0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0582'4 MI E FROM VALPARAISO.
 ME0582'ABOUT 4.05 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0582'STATION AT VALPARAISO, AT A FARM ROAD CROSSING, NEAR MILEPOST
 ME0582'420, 76 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF
 ME0582'U.S. HIGHWAY 30, 15.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 ME0582'TRACK, 16 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 38 FEET
 ME0582'EAST OF MILEPOST 420, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 ME0582'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0582'SEC 33, T 35N, R 5 W.
 ME0582
 ME0582                          STATION RECOVERY (1978)
 ME0582
 ME0582'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0507 ***********************************************************************
 ME0507  DESIGNATION -  B 151
 ME0507  PID         -  ME0507
 ME0507  STATE/COUNTY-  IN/LA PORTE
 ME0507  COUNTRY     -  US
 ME0507  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0507
 ME0507                         *CURRENT SURVEY CONTROL
 ME0507  ______________________________________________________________________
 ME0507* NAD 83(1986) POSITION- 41 27 15.     (N) 086 40 37.     (W)   SCALED
 ME0507* NAVD 88 ORTHO HEIGHT -   209.737 (meters)      688.11  (feet) ADJUSTED
 ME0507  ______________________________________________________________________
 ME0507  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0507  DYNAMIC HEIGHT  -        209.653 (meters)      687.84  (feet) COMP
 ME0507  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 ME0507
 ME0507  VERT ORDER      -  SECOND    CLASS 0
 ME0507
 ME0507.The horizontal coordinates were scaled from a map and have
 ME0507.an estimated accuracy of +/- 6 seconds.
 ME0507
 ME0507.The orthometric height was determined by differential leveling and
 ME0507.adjusted by the NATIONAL GEODETIC SURVEY
 ME0507.in June 1991.
 ME0507
 ME0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0507.GEOID18 height accuracy estimate available here.
 ME0507
 ME0507.Click photographs - Photos may exist for this station.
 ME0507
 ME0507.The dynamic height is computed by dividing the NAVD 88
 ME0507.geopotential number by the normal gravity value computed on the
 ME0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0507.degrees latitude (g = 980.6199 gals.).
 ME0507
 ME0507.The modeled gravity was interpolated from observed gravity values.
 ME0507
 ME0507;                    North         East    Units  Estimated Accuracy
 ME0507;SPC IN W     -   689,080.      933,960.      MT  (+/- 180 meters Scaled)
 ME0507
 ME0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269892(NAD 83)
 ME0507
 ME0507                          SUPERSEDED SURVEY CONTROL
 ME0507
 ME0507  NGVD 29 (??/??/92)  209.854  (m)          688.50   (f) ADJ UNCH    2 0
 ME0507
 ME0507.Superseded values are not recommended for survey control.
 ME0507
 ME0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0507.See file dsdata.pdf to determine how the superseded data were derived.
 ME0507
 ME0507_MARKER: DB = BENCH MARK DISK
 ME0507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0507_SP_SET: CULVERT HEADWALL
 ME0507_STAMPING: B 151 1946
 ME0507_MARK LOGO: CGS
 ME0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0507+STABILITY: SURFACE MOTION
 ME0507
 ME0507  HISTORY     - Date     Condition        Report By
 ME0507  HISTORY     - 1946     MONUMENTED       CGS
 ME0507
 ME0507                          STATION DESCRIPTION
 ME0507
 ME0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0507'1.8 MI S FROM BLUHMS CORNER.
 ME0507'ABOUT 0.6 MILE SOUTHEAST, 0.75 MILE SOUTH, 0.15 MILE WEST, AND
 ME0507'0.25 MILE SOUTH ALONG COUNTY ROADS FROM THE JUNCTION OF U.S.
 ME0507'HIGHWAY 6 AT BLUHMS CORNER, AT THE SOUTH END OF A CURVE WITH
 ME0507'TANGENTS EXTENDING WEST AND SOUTH, IN THE TOP OF THE WEST
 ME0507'CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT UNDER THE ROAD, 13
 ME0507'FEET WEST AND ABOUT 1 1/2 FEET ABOVE THE CENTER OF THE ROAD.  A
 ME0507'BRONZE DISK STAMPED B 151 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0893 ***********************************************************************
 ME0893  DESIGNATION -  B 152
 ME0893  PID         -  ME0893
 ME0893  STATE/COUNTY-  IN/PORTER
 ME0893  COUNTRY     -  US
 ME0893  USGS QUAD   -  WESTVILLE (2019)
 ME0893
 ME0893                         *CURRENT SURVEY CONTROL
 ME0893  ______________________________________________________________________
 ME0893* NAD 83(1986) POSITION- 41 32 55.70   (N) 086 58 06.89   (W)   HD_HELD1
 ME0893* NAVD 88 ORTHO HEIGHT -   242.867 (meters)      796.81  (feet) ADJUSTED
 ME0893  ______________________________________________________________________
 ME0893  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 ME0893  DYNAMIC HEIGHT  -        242.773 (meters)      796.50  (feet) COMP
 ME0893  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 ME0893
 ME0893  VERT ORDER      -  SECOND    CLASS 0
 ME0893
 ME0893.The horizontal coordinates were determined by differentially corrected
 ME0893.hand held GPS observations or other comparable positioning techniques
 ME0893.and have an estimated accuracy of +/- 3 meters.
 ME0893
 ME0893.The orthometric height was determined by differential leveling and
 ME0893.adjusted by the NATIONAL GEODETIC SURVEY
 ME0893.in June 1991.
 ME0893
 ME0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0893.GEOID18 height accuracy estimate available here.
 ME0893
 ME0893.Click photographs - Photos may exist for this station.
 ME0893
 ME0893.The dynamic height is computed by dividing the NAVD 88
 ME0893.geopotential number by the normal gravity value computed on the
 ME0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0893.degrees latitude (g = 980.6199 gals.).
 ME0893
 ME0893.The modeled gravity was interpolated from observed gravity values.
 ME0893
 ME0893;                    North         East    Units  Estimated Accuracy
 ME0893;SPC IN W     -   699,512.4     909,573.9     MT  (+/- 3 meters HH1 GPS) 
 ME0893
 ME0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0262099683(NAD 83)
 ME0893
 ME0893                          SUPERSEDED SURVEY CONTROL
 ME0893
 ME0893  NGVD 29 (??/??/92)  242.959  (m)          797.11   (f) ADJ UNCH    2 0
 ME0893
 ME0893.Superseded values are not recommended for survey control.
 ME0893
 ME0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0893.See file dsdata.pdf to determine how the superseded data were derived.
 ME0893
 ME0893_MARKER: DB = BENCH MARK DISK
 ME0893_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0893_SP_SET: CULVERT
 ME0893_STAMPING: B 152 1946
 ME0893_MARK LOGO: CGS
 ME0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0893+STABILITY: SURFACE MOTION
 ME0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0893+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 ME0893
 ME0893  HISTORY     - Date     Condition        Report By
 ME0893  HISTORY     - 1946     MONUMENTED       CGS
 ME0893  HISTORY     - 1978     GOOD             LOCSUR
 ME0893  HISTORY     - 1988     GOOD             USPSQD
 ME0893  HISTORY     - 20040301 GOOD             USI
 ME0893  HISTORY     - 20211116 GOOD             IN-127
 ME0893  HISTORY     - 20211117 SEE DESCRIPTION  NGS
 ME0893
 ME0893                          STATION DESCRIPTION
 ME0893
 ME0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0893'3.5 MI E FROM WOODSVILLE JUNCTION.
 ME0893'ABOUT 3.5 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 ME0893'OF STATE HIGHWAY 49 AT WOODSVILLE JUNCTION, PORTER COUNTY, ABOUT
 ME0893'3.8 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 43 AT
 ME0893'WESTVILLE, LA PORTE COUNTY, ABOUT 85 YARDS EAST OF THE CENTER
 ME0893'LINE OF A GRAVEL CROSS ROAD, AT A 6- BY 4-FOOT CONCRETE BOX
 ME0893'CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL, 20 FEET
 ME0893'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 ME0893'HIGHWAY.  A BRONZE DISK, STAMPED B 152 1946.
 ME0893
 ME0893                          STATION RECOVERY (1978)
 ME0893
 ME0893'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0893'RECOVERED IN GOOD CONDITION.
 ME0893
 ME0893                          STATION RECOVERY (1988)
 ME0893
 ME0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0893'RECOVERED IN GOOD CONDITION.
 ME0893
 ME0893                          STATION RECOVERY (2004)
 ME0893
 ME0893'RECOVERY NOTE BY USI CONSULTANTS INC 2004
 ME0893'RECOVERED IN GOOD CONDITION.
 ME0893
 ME0893                          STATION RECOVERY (2021)
 ME0893
 ME0893'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME0893'ABOUT 3.6 MI (5.8 KM) EAST ALONG US HIGHWAY 6 FROM THE INTERSECTION OF
 ME0893'CALUMET AVENUE (OLD SR 49) IN PORTER COUNTY AND ABOUT 3.9 MI (6.3 KM)
 ME0893'WEST ALONG US HIGHWAY 6 FROM THE INTERSECTION OF US HIGHWAY 421 IN
 ME0893'WESTVILLE, LAPORTE COUNTY, ABOUT 245 FT (74.7 M) EAST OF THE
 ME0893'CENTERLINE OF C.R. 500 EAST AT A 6 BY 4 FT (1.2 M) CONCRETE BOX
 ME0893'CULVERT IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, 20 FT (6.1 M)
 ME0893'NORTH OF THE CENTERLINE OF THE HIGHWAY IS A BRONZE DISK.  LOOSENED
 ME0893'GUARD RAIL OVER MONUMENT FOR READING.
 ME0893
 ME0893                          STATION RECOVERY (2021)
 ME0893
 ME0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (PFH)
 ME0893'DISK HAS BEEN DAMAGED.  A HOLE HAS BEEN DRILLED 2.6 CM (1 INCH) NORTH
 ME0893'OF THE ORIGINAL CROSS HAIRS.  ADDITIONAL CROSS HAIRS HAVE BEEN CUT
 ME0893'INTO THE DISK.  DO NOT USE.  PUBLISHED HEIGHT BELONGS TO THE ORIGINAL
 ME0893'VERTICAL REFERENCE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0792 ***********************************************************************
 ME0792  DESIGNATION -  B 153
 ME0792  PID         -  ME0792
 ME0792  STATE/COUNTY-  IN/LA PORTE
 ME0792  COUNTRY     -  US
 ME0792  USGS QUAD   -  HANNA (2019)
 ME0792
 ME0792                         *CURRENT SURVEY CONTROL
 ME0792  ______________________________________________________________________
 ME0792* NAD 83(1986) POSITION- 41 29 27.     (N) 086 45 28.     (W)   SCALED
 ME0792* NAVD 88 ORTHO HEIGHT -   226.058 (meters)      741.66  (feet) ADJUSTED
 ME0792  ______________________________________________________________________
 ME0792  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME0792  DYNAMIC HEIGHT  -        225.968 (meters)      741.36  (feet) COMP
 ME0792  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 ME0792
 ME0792  VERT ORDER      -  SECOND    CLASS 0
 ME0792
 ME0792.The horizontal coordinates were scaled from a map and have
 ME0792.an estimated accuracy of +/- 6 seconds.
 ME0792
 ME0792.The orthometric height was determined by differential leveling and
 ME0792.adjusted by the NATIONAL GEODETIC SURVEY
 ME0792.in June 1991.
 ME0792
 ME0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0792.GEOID18 height accuracy estimate available here.
 ME0792
 ME0792.Click photographs - Photos may exist for this station.
 ME0792
 ME0792.The dynamic height is computed by dividing the NAVD 88
 ME0792.geopotential number by the normal gravity value computed on the
 ME0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0792.degrees latitude (g = 980.6199 gals.).
 ME0792
 ME0792.The modeled gravity was interpolated from observed gravity values.
 ME0792
 ME0792;                    North         East    Units  Estimated Accuracy
 ME0792;SPC IN W     -   693,120.      927,190.      MT  (+/- 180 meters Scaled)
 ME0792
 ME0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL202932(NAD 83)
 ME0792
 ME0792                          SUPERSEDED SURVEY CONTROL
 ME0792
 ME0792  NGVD 29 (??/??/92)  226.160  (m)          741.99   (f) ADJ UNCH    2 0
 ME0792
 ME0792.Superseded values are not recommended for survey control.
 ME0792
 ME0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0792.See file dsdata.pdf to determine how the superseded data were derived.
 ME0792
 ME0792_MARKER: DB = BENCH MARK DISK
 ME0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0792_STAMPING: B 153 1946
 ME0792_MARK LOGO: CGS
 ME0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0792+STABILITY: SURFACE MOTION
 ME0792
 ME0792  HISTORY     - Date     Condition        Report By
 ME0792  HISTORY     - 1946     MONUMENTED       CGS
 ME0792  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0792
 ME0792                          STATION DESCRIPTION
 ME0792
 ME0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0792'0.4 MI S FROM WELLSBORO.
 ME0792'ABOUT 0.4 MILE SOUTH ALONG A TARVIA COUNTY ROAD FROM THE HUNDING
 ME0792'DIARY CO. PLANT AT WELLSBORO, LA PORTE COUNTY, ABOUT 0.35 MILE
 ME0792'SOUTH OF THE JUNCTION OF THE ROAD LEADING INTO THE TOWN, ABOUT
 ME0792'1.0 MILE EAST OF THE CROSSROADS AT UNION MILLS, IN THE SOUTHEAST
 ME0792'QUARTER OF A CROSSROADS, 26 FEET EAST OF THE CENTER LINE OF THE
 ME0792'NORTH-AND-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE
 ME0792'EAST-AND-WEST ROAD, 4.5 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT
 ME0792'WEST OF THE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME0792'AND ABOUT LEVEL WITH THE CROSSROADS.  A BRONZE DISK, STAMPED
 ME0792'B 153 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0792'5 INCHES ABOVE GROUND.
 ME0792
 ME0792                          STATION RECOVERY (2014)
 ME0792
 ME0792'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0792'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0501 ***********************************************************************
 ME0501  DESIGNATION -  B 154
 ME0501  PID         -  ME0501
 ME0501  STATE/COUNTY-  IN/LA PORTE
 ME0501  COUNTRY     -  US
 ME0501  USGS QUAD   -  HAMLET (2019)
 ME0501
 ME0501                         *CURRENT SURVEY CONTROL
 ME0501  ______________________________________________________________________
 ME0501* NAD 83(1986) POSITION- 41 28 26.     (N) 086 31 34.     (W)   SCALED
 ME0501* NAVD 88 ORTHO HEIGHT -   212.213 (meters)      696.24  (feet) ADJUSTED
 ME0501  ______________________________________________________________________
 ME0501  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0501  DYNAMIC HEIGHT  -        212.129 (meters)      695.96  (feet) COMP
 ME0501  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 ME0501
 ME0501  VERT ORDER      -  SECOND    CLASS 0
 ME0501
 ME0501.The horizontal coordinates were scaled from a map and have
 ME0501.an estimated accuracy of +/- 6 seconds.
 ME0501
 ME0501.The orthometric height was determined by differential leveling and
 ME0501.adjusted by the NATIONAL GEODETIC SURVEY
 ME0501.in June 1991.
 ME0501
 ME0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0501.GEOID18 height accuracy estimate available here.
 ME0501
 ME0501.Click photographs - Photos may exist for this station.
 ME0501
 ME0501.The dynamic height is computed by dividing the NAVD 88
 ME0501.geopotential number by the normal gravity value computed on the
 ME0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0501.degrees latitude (g = 980.6199 gals.).
 ME0501
 ME0501.The modeled gravity was interpolated from observed gravity values.
 ME0501
 ME0501;                    North         East    Units  Estimated Accuracy
 ME0501;SPC IN W     -   691,340.      946,540.      MT  (+/- 180 meters Scaled)
 ME0501
 ME0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL395914(NAD 83)
 ME0501
 ME0501                          SUPERSEDED SURVEY CONTROL
 ME0501
 ME0501  NGVD 29 (??/??/92)  212.323  (m)          696.60   (f) ADJ UNCH    2 0
 ME0501
 ME0501.Superseded values are not recommended for survey control.
 ME0501
 ME0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0501.See file dsdata.pdf to determine how the superseded data were derived.
 ME0501
 ME0501_MARKER: DB = BENCH MARK DISK
 ME0501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0501_SP_SET: CULVERT HEADWALL
 ME0501_STAMPING: B 154 1946
 ME0501_MARK LOGO: CGS
 ME0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0501+STABILITY: SURFACE MOTION
 ME0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0501+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 ME0501
 ME0501  HISTORY     - Date     Condition        Report By
 ME0501  HISTORY     - 1946     MONUMENTED       CGS
 ME0501  HISTORY     - 1987     GOOD             USPSQD
 ME0501  HISTORY     - 20070410 GOOD             INDIV
 ME0501  HISTORY     - 20110713 GOOD             JCLS
 ME0501  HISTORY     - 20220921 GOOD             INDOT
 ME0501
 ME0501                          STATION DESCRIPTION
 ME0501
 ME0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0501'2.4 MI W FROM WALKERTON.
 ME0501'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 ME0501'AT WALKERTON, 0.2 MILE EAST OF A CROSS ROAD, 0.1 MILE EAST OF THE
 ME0501'CROSSING OF A POWER TRANSMISSION LINE, ABOUT 158 YARDS WEST OF
 ME0501'THE LA PORTE-ST. JOSEPH COUNTY LINE, AND SET IN THE TOP OF THE
 ME0501'CENTER OF THE SOUTH CONCRETE HEAD WALL OF AN 18 INCH PIPE
 ME0501'CULVERT, 19 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 ME0501'OF THE HIGHWAY, AND SET IN A DRILL HOLE.
 ME0501
 ME0501                          STATION RECOVERY (1987)
 ME0501
 ME0501'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0501'RECOVERED IN GOOD CONDITION.
 ME0501
 ME0501                          STATION RECOVERY (2007)
 ME0501
 ME0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 ME0501'RECOVERED IN GOOD CONDITION.
 ME0501
 ME0501                          STATION RECOVERY (2011)
 ME0501
 ME0501'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 ME0501'RECOVERED IN GOOD CONDITION.
 ME0501
 ME0501                          STATION RECOVERY (2022)
 ME0501
 ME0501'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0501'DISK 1 FT (0.3 M) LOWER THAN CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0812 ***********************************************************************
 ME0812  DESIGNATION -  B 155
 ME0812  PID         -  ME0812
 ME0812  STATE/COUNTY-  IN/LA PORTE
 ME0812  COUNTRY     -  US
 ME0812  USGS QUAD   -  LAPORTE EAST (2019)
 ME0812
 ME0812                         *CURRENT SURVEY CONTROL
 ME0812  ______________________________________________________________________
 ME0812* NAD 83(2011) POSITION- 41 35 48.96980(N) 086 40 48.32226(W)   ADJUSTED
 ME0812* NAD 83(2011) ELLIP HT-   205.226 (meters)        (10/27/23)   ADJUSTED
 ME0812* NAD 83(2011) EPOCH   -  2010.00
 ME0812* NAVD 88 ORTHO HEIGHT -   239.091 (meters)      784.42  (feet) ADJUSTED
 ME0812  ______________________________________________________________________
 ME0812  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 ME0812  NAD 83(2011) X  -    276,640.082 (meters)                     COMP
 ME0812  NAD 83(2011) Y  - -4,768,973.884 (meters)                     COMP
 ME0812  NAD 83(2011) Z  -  4,212,365.841 (meters)                     COMP
 ME0812  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 ME0812  DYNAMIC HEIGHT  -        238.997 (meters)      784.11  (feet) COMP
 ME0812  MODELED GRAVITY -    980,225.3   (mgal)                       NAVD 88
 ME0812
 ME0812  VERT ORDER      -  SECOND    CLASS 0
 ME0812
 ME0812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0812  Standards:
 ME0812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0812  -------------------------------------------------------------------
 ME0812  NETWORK    0.38   1.96           0.16   0.15   1.00     -0.07531154
 ME0812  -------------------------------------------------------------------
 ME0812  Click here for local accuracies and other accuracy information.
 ME0812
 ME0812.The horizontal coordinates were established by GPS observations
 ME0812.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME0812
 ME0812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0812.been affixed to the stable North American tectonic plate. See 
 ME0812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0812
 ME0812.The horizontal coordinates are valid at the epoch date displayed above
 ME0812.which is a decimal equivalence of Year/Month/Day.
 ME0812
 ME0812.The orthometric height was determined by differential leveling and
 ME0812.adjusted by the NATIONAL GEODETIC SURVEY
 ME0812.in June 1991.
 ME0812
 ME0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0812.GEOID18 height accuracy estimate available here.
 ME0812
 ME0812.Click photographs - Photos may exist for this station.
 ME0812
 ME0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0812
 ME0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0812
 ME0812.The ellipsoidal height was determined by GPS observations
 ME0812.and is referenced to NAD 83.
 ME0812
 ME0812.The dynamic height is computed by dividing the NAVD 88
 ME0812.geopotential number by the normal gravity value computed on the
 ME0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0812.degrees latitude (g = 980.6199 gals.).
 ME0812
 ME0812.The modeled gravity was interpolated from observed gravity values.
 ME0812
 ME0812. The following values were computed from the NAD 83(2011) position.
 ME0812
 ME0812;                    North         East     Units Scale Factor Converg.
 ME0812;SPC IN W     -   704,930.054   933,617.971   MT  0.99998057   +0 16 03.8
 ME0812;SPC IN W     - 2,312,758.02  3,063,044.96   sFT  0.99998057   +0 16 03.8
 ME0812;UTM  16      - 4,605,075.486   526,660.778   MT  0.99960875   +0 12 44.6
 ME0812
 ME0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0812!SPC IN W     -   0.99996781  x   0.99998057  =   0.99994838
 ME0812!UTM  16      -   0.99996781  x   0.99960875  =   0.99957657
 ME0812
 ME0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2666005075(NAD 83)
 ME0812
 ME0812                          SUPERSEDED SURVEY CONTROL
 ME0812
 ME0812  NGVD 29 (??/??/92)  239.194  (m)          784.76   (f) ADJ UNCH    2 0
 ME0812
 ME0812.Superseded values are not recommended for survey control.
 ME0812
 ME0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0812.See file dsdata.pdf to determine how the superseded data were derived.
 ME0812
 ME0812_MARKER: DB = BENCH MARK DISK
 ME0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0812_STAMPING: B 155 1946
 ME0812_MARK LOGO: CGS
 ME0812_PROJECTION: FLUSH
 ME0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0812+STABILITY: SURFACE MOTION
 ME0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0812+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 ME0812
 ME0812  HISTORY     - Date     Condition        Report By
 ME0812  HISTORY     - 1946     MONUMENTED       CGS
 ME0812  HISTORY     - 20130221 GOOD             INDIV
 ME0812  HISTORY     - 20210331 GOOD             INDOT
 ME0812
 ME0812                          STATION DESCRIPTION
 ME0812
 ME0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0812'2.5 MI SE FROM LA PORTE.
 ME0812'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0812'HOUSE AT LA PORTE, ABOUT 1.1 MILES NORTHWEST OF THE CROSSING OF
 ME0812'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, AT THE SOUTH END OF
 ME0812'A NORTH-SOUTH HEDGE ROW BETWEEN TWO CULTIVATED FIELDS, 74 FEET
 ME0812'NORTHEAST AND ACROSS THE ROAD FROM POWER POLE NO. 556/480, 32
 ME0812'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF A
 ME0812'TELEPHONE POLE, 13.5 FEET WEST OF THE CENTER LINE OF THE FIELD
 ME0812'ENTRANCE, 6 FEET WEST OF A GATE POST, 2 FEET SOUTH OF A WHITE
 ME0812'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 ME0812'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ME0812
 ME0812                          STATION RECOVERY (2013)
 ME0812
 ME0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DGI)
 ME0812'OLD WITNESSES ARE GONE.  NEW WITNESSES ARE AS FOLLOWS,
 ME0812'33 FEET NORTH OF CENTERLINE OF HIGHWAY,
 ME0812'2.1 FEET SOUTH OF 6 FOOT TALL CHAIN LINK WITH BARBED WIRE TOP,
 ME0812'5.6 FEET EAST OF BROKEN CONCRETE RIGHT-OF-WAY MARKER,
 ME0812'42.8 FEET EAST OF MAG NAIL WITH 'T.D. SMITH' DISK IN SOUTH FACE
 ME0812'OF VERIZON UTILITY POLE NUMBER 55-3513
 ME0812
 ME0812                          STATION RECOVERY (2021)
 ME0812
 ME0812'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JKM)
 ME0812'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH SOUTHEAST OF
 ME0812'SPRINGVILLE, 6.1 MI (9.8 KM) NORTHWEST OF HAMLET AND 4.9 MI (7.9 KM)
 ME0812'NORTHWEST OF STILLWELL.  OWNERSHIP-- APPARENT ROAD RIGHT-OF-WAY.
 ME0812'
 ME0812'TO REACH FROM THE INTERSECTION OF STATE ROAD 2 (AKA LINCOLN HIGHWAY)
 ME0812'AND STATE ROAD 4 (AKA MONROE STREET) IN LAPORTE, TRAVEL SOUTHEAST
 ME0812'ALONG STATE ROAD 4 FOR 2.46 MI (3.96 KM) TO THE STATION ON THE LEFT
 ME0812'(NORTHEAST) SIDE OF THE ROAD.
 ME0812'
 ME0812'THE MONUMENT IS LOCATED 30.5 FT (9.3 M) EAST OF THE EAST DRIVE TO J.
 ME0812'SHOFFNER GENERAL CONTRACTOR, 4.5 FT (1.4 M) NORTH OF A GAS VALVE, 12.0
 ME0812'FT (3.7 M) NORTHEAST OF A WATER VALVE.  SEE THE 2013 STATION RECOVERY
 ME0812'NOTES FOR ADDITIONAL WITNESSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1402 ***********************************************************************
 ME1402  DESIGNATION -  B 156
 ME1402  PID         -  ME1402
 ME1402  STATE/COUNTY-  IN/JASPER
 ME1402  COUNTRY     -  US
 ME1402  USGS QUAD   -  GIFFORD (2019)
 ME1402
 ME1402                         *CURRENT SURVEY CONTROL
 ME1402  ______________________________________________________________________
 ME1402* NAD 83(1986) POSITION- 41 05 33.     (N) 087 01 07.     (W)   SCALED
 ME1402* NAVD 88 ORTHO HEIGHT -   208.462 (meters)      683.93  (feet) ADJUSTED
 ME1402  ______________________________________________________________________
 ME1402  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 ME1402  DYNAMIC HEIGHT  -        208.372 (meters)      683.63  (feet) COMP
 ME1402  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 ME1402
 ME1402  VERT ORDER      -  SECOND    CLASS 0
 ME1402
 ME1402.The horizontal coordinates were scaled from a map and have
 ME1402.an estimated accuracy of +/- 6 seconds.
 ME1402
 ME1402.The orthometric height was determined by differential leveling and
 ME1402.adjusted by the NATIONAL GEODETIC SURVEY
 ME1402.in June 1991.
 ME1402
 ME1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1402.GEOID18 height accuracy estimate available here.
 ME1402
 ME1402.Click photographs - Photos may exist for this station.
 ME1402
 ME1402.The dynamic height is computed by dividing the NAVD 88
 ME1402.geopotential number by the normal gravity value computed on the
 ME1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1402.degrees latitude (g = 980.6199 gals.).
 ME1402
 ME1402.The modeled gravity was interpolated from observed gravity values.
 ME1402
 ME1402;                    North         East    Units  Estimated Accuracy
 ME1402;SPC IN W     -   648,830.      905,440.      MT  (+/- 180 meters Scaled)
 ME1402
 ME1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL984490(NAD 83)
 ME1402
 ME1402                          SUPERSEDED SURVEY CONTROL
 ME1402
 ME1402  NGVD 29 (??/??/92)  208.557  (m)          684.24   (f) ADJ UNCH    2 0
 ME1402
 ME1402.Superseded values are not recommended for survey control.
 ME1402
 ME1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1402.See file dsdata.pdf to determine how the superseded data were derived.
 ME1402
 ME1402_MARKER: DB = BENCH MARK DISK
 ME1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1402_SP_SET: BRIDGE
 ME1402_STAMPING: B 156 1946
 ME1402_MARK LOGO: CGS
 ME1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1402
 ME1402  HISTORY     - Date     Condition        Report By
 ME1402  HISTORY     - 1946     MONUMENTED       CGS
 ME1402  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1402
 ME1402                          STATION DESCRIPTION
 ME1402
 ME1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1402'8.5 MI NW FROM MEDARYVILLE.
 ME1402'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME1402'BUILDING AT MEDARYVILLE, THENCE 5.5 MILES WEST, 0.5 MILE SOUTH
 ME1402'AND 1.1 MILE WEST ALONG GRAVEL ROADS, SET IN THE TOP OF THE SOUTHEAST
 ME1402'CONCRETE WINGWALL OF A 45-FOOT STEEL BRIDGE OVER OLIVER DITCH,
 ME1402'9.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 ME1402'WITH THE BRIDGE FLOOR.
 ME1402
 ME1402                          STATION RECOVERY (2012)
 ME1402
 ME1402'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1383 ***********************************************************************
 ME1383  DESIGNATION -  B 157
 ME1383  PID         -  ME1383
 ME1383  STATE/COUNTY-  IN/JASPER
 ME1383  COUNTRY     -  US
 ME1383  USGS QUAD   -  PARR (2019)
 ME1383
 ME1383                         *CURRENT SURVEY CONTROL
 ME1383  ______________________________________________________________________
 ME1383* NAD 83(1986) POSITION- 41 05 09.     (N) 087 10 48.     (W)   SCALED
 ME1383* NAVD 88 ORTHO HEIGHT -   210.050 (meters)      689.14  (feet) ADJUSTED
 ME1383  ______________________________________________________________________
 ME1383  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 ME1383  DYNAMIC HEIGHT  -        209.960 (meters)      688.84  (feet) COMP
 ME1383  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 ME1383
 ME1383  VERT ORDER      -  SECOND    CLASS 0
 ME1383
 ME1383.The horizontal coordinates were scaled from a map and have
 ME1383.an estimated accuracy of +/- 6 seconds.
 ME1383
 ME1383.The orthometric height was determined by differential leveling and
 ME1383.adjusted by the NATIONAL GEODETIC SURVEY
 ME1383.in June 1991.
 ME1383
 ME1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1383.GEOID18 height accuracy estimate available here.
 ME1383
 ME1383.Click photographs - Photos may exist for this station.
 ME1383
 ME1383.The dynamic height is computed by dividing the NAVD 88
 ME1383.geopotential number by the normal gravity value computed on the
 ME1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1383.degrees latitude (g = 980.6199 gals.).
 ME1383
 ME1383.The modeled gravity was interpolated from observed gravity values.
 ME1383
 ME1383;                    North         East    Units  Estimated Accuracy
 ME1383;SPC IN W     -   648,100.      891,880.      MT  (+/- 180 meters Scaled)
 ME1383
 ME1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848483(NAD 83)
 ME1383
 ME1383                          SUPERSEDED SURVEY CONTROL
 ME1383
 ME1383  NGVD 29 (??/??/92)  210.137  (m)          689.42   (f) ADJ UNCH    2 0
 ME1383
 ME1383.Superseded values are not recommended for survey control.
 ME1383
 ME1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1383.See file dsdata.pdf to determine how the superseded data were derived.
 ME1383
 ME1383_MARKER: DB = BENCH MARK DISK
 ME1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1383_STAMPING: B 157 1946
 ME1383_MARK LOGO: CGS
 ME1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1383+STABILITY: SURFACE MOTION
 ME1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1383+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1383
 ME1383  HISTORY     - Date     Condition        Report By
 ME1383  HISTORY     - 1946     MONUMENTED       CGS
 ME1383  HISTORY     - 1968     GOOD             CGS
 ME1383  HISTORY     - 20080921 GOOD             GEOCAC
 ME1383  HISTORY     - 20120327 GOOD             IN-073
 ME1383
 ME1383                          STATION DESCRIPTION
 ME1383
 ME1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1383'2 MI S FROM VIRGIE.
 ME1383'ABOUT 2.0 MILES SOUTH ALONG CO. RD. 700 W FROM THE CROSS ROADS
 ME1383'AT VIRGIE, AT THE T JUNCTION WITH 500 N LEADING WEST, 33 FEET
 ME1383'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTH OF
 ME1383'THE CENTER LINE OF THE ROAD LEADING WEST, 11 FEET SOUTH OF A
 ME1383'FENCE CORNER, 1 FOOT EAST OF A WIRE FENCE, ABOUT LEVEL WITH THE
 ME1383'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1383'MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 ME1383
 ME1383                          STATION RECOVERY (1968)
 ME1383
 ME1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1383'RECOVERED IN GOOD CONDITION.
 ME1383
 ME1383                          STATION RECOVERY (2008)
 ME1383
 ME1383'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1383'RECOVERED IN GOOD CONDITION.
 ME1383
 ME1383                          STATION RECOVERY (2012)
 ME1383
 ME1383'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1053 ***********************************************************************
 MD1053  DESIGNATION -  B 158
 MD1053  PID         -  MD1053
 MD1053  STATE/COUNTY-  IN/KOSCIUSKO
 MD1053  COUNTRY     -  US
 MD1053  USGS QUAD   -  LEESBURG (2019)
 MD1053
 MD1053                         *CURRENT SURVEY CONTROL
 MD1053  ______________________________________________________________________
 MD1053* NAD 83(1986) POSITION- 41 18 03.     (N) 085 50 37.     (W)   SCALED
 MD1053* NAVD 88 ORTHO HEIGHT -   255.171 (meters)      837.17  (feet) ADJUSTED
 MD1053  ______________________________________________________________________
 MD1053  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 MD1053  DYNAMIC HEIGHT  -        255.065 (meters)      836.83  (feet) COMP
 MD1053  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 MD1053
 MD1053  VERT ORDER      -  FIRST     CLASS II
 MD1053
 MD1053.The horizontal coordinates were scaled from a map and have
 MD1053.an estimated accuracy of +/- 6 seconds.
 MD1053
 MD1053.The orthometric height was determined by differential leveling and
 MD1053.adjusted by the NATIONAL GEODETIC SURVEY
 MD1053.in June 1991.
 MD1053
 MD1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1053.GEOID18 height accuracy estimate available here.
 MD1053
 MD1053.Click photographs - Photos may exist for this station.
 MD1053
 MD1053.The dynamic height is computed by dividing the NAVD 88
 MD1053.geopotential number by the normal gravity value computed on the
 MD1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1053.degrees latitude (g = 980.6199 gals.).
 MD1053
 MD1053.The modeled gravity was interpolated from observed gravity values.
 MD1053
 MD1053;                    North         East    Units  Estimated Accuracy
 MD1053;SPC IN E     -   671,980.       85,180.      MT  (+/- 180 meters Scaled)
 MD1053
 MD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL968727(NAD 83)
 MD1053
 MD1053                          SUPERSEDED SURVEY CONTROL
 MD1053
 MD1053  NGVD 29 (??/??/92)  255.302  (m)          837.60   (f) ADJ UNCH    1 2
 MD1053
 MD1053.Superseded values are not recommended for survey control.
 MD1053
 MD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1053.See file dsdata.pdf to determine how the superseded data were derived.
 MD1053
 MD1053_MARKER: DB = BENCH MARK DISK
 MD1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1053_STAMPING: B 158 1946
 MD1053_MARK LOGO: CGS
 MD1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1053+STABILITY: SURFACE MOTION
 MD1053
 MD1053  HISTORY     - Date     Condition        Report By
 MD1053  HISTORY     - 1946     MONUMENTED       CGS
 MD1053  HISTORY     - 1989     GOOD             USPSQD
 MD1053  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1053
 MD1053                          STATION DESCRIPTION
 MD1053
 MD1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1053'2.2 MI S FROM LEESBURG.
 MD1053'2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1053'STATION AT LEESBURG, ABOUT 0.35 MILE NORTH OF A PAVED ROAD
 MD1053'CROSSING, ABOUT 0.15 MILE SOUTH OF A PRIVATE ROAD CROSSING, 84
 MD1053'FEET SOUTHEAST AND ACROSS THE TRACK FROM THE SOUTH CONCRETE GATE
 MD1053'POST OF A GATE LEADING TO A CULTIVATED FIELD, 29 FEET WEST OF THE
 MD1053'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 20 FEET EAST
 MD1053'OF THE EAST RAIL, 45 FEET SOUTHWEST OF TELEPHONE POLE NO. 6
 MD1053'(U. T. CO. S. INC.), 3.5 FEET SOUTH OF POLE NO. 75/09, ABOUT
 MD1053'1 FOOT BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MD1053'PROJECTING 4 INCHES.
 MD1053
 MD1053                          STATION RECOVERY (1989)
 MD1053
 MD1053'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPC)
 MD1053'RECOVERED IN GOOD CONDITION.
 MD1053
 MD1053                          STATION RECOVERY (1993)
 MD1053
 MD1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1053'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1188 ***********************************************************************
 MD1188  DESIGNATION -  B 159
 MD1188  PID         -  MD1188
 MD1188  STATE/COUNTY-  IN/NOBLE
 MD1188  COUNTRY     -  US
 MD1188  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1188
 MD1188                         *CURRENT SURVEY CONTROL
 MD1188  ______________________________________________________________________
 MD1188* NAD 83(1986) POSITION- 41 27 06.     (N) 085 37 36.     (W)   SCALED
 MD1188* NAVD 88 ORTHO HEIGHT -   273.859 (meters)      898.49  (feet) ADJUSTED
 MD1188  ______________________________________________________________________
 MD1188  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 MD1188  DYNAMIC HEIGHT  -        273.747 (meters)      898.12  (feet) COMP
 MD1188  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 MD1188
 MD1188  VERT ORDER      -  SECOND    CLASS 0
 MD1188
 MD1188.The horizontal coordinates were scaled from a map and have
 MD1188.an estimated accuracy of +/- 6 seconds.
 MD1188
 MD1188.The orthometric height was determined by differential leveling and
 MD1188.adjusted by the NATIONAL GEODETIC SURVEY
 MD1188.in June 1991.
 MD1188
 MD1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1188.GEOID18 height accuracy estimate available here.
 MD1188
 MD1188.Click photographs - Photos may exist for this station.
 MD1188
 MD1188.The dynamic height is computed by dividing the NAVD 88
 MD1188.geopotential number by the normal gravity value computed on the
 MD1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1188.degrees latitude (g = 980.6199 gals.).
 MD1188
 MD1188.The modeled gravity was interpolated from observed gravity values.
 MD1188
 MD1188;                    North         East    Units  Estimated Accuracy
 MD1188;SPC IN E     -   688,720.      103,340.      MT  (+/- 180 meters Scaled)
 MD1188
 MD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL147898(NAD 83)
 MD1188
 MD1188                          SUPERSEDED SURVEY CONTROL
 MD1188
 MD1188  NGVD 29 (??/??/92)  273.987  (m)          898.91   (f) ADJ UNCH    2 0
 MD1188
 MD1188.Superseded values are not recommended for survey control.
 MD1188
 MD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1188.See file dsdata.pdf to determine how the superseded data were derived.
 MD1188
 MD1188_MARKER: DB = BENCH MARK DISK
 MD1188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1188_SP_SET: CULVERT HEADWALL
 MD1188_STAMPING: B 159 1946
 MD1188_MARK LOGO: CGS
 MD1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1188+STABILITY: SURFACE MOTION
 MD1188
 MD1188  HISTORY     - Date     Condition        Report By
 MD1188  HISTORY     - 1946     MONUMENTED       CGS
 MD1188  HISTORY     - 1961     GOOD             CGS
 MD1188
 MD1188                          STATION DESCRIPTION
 MD1188
 MD1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1188'2 MI WSW FROM LIGONIER.
 MD1188'ABOUT 1.0 MILES S ALONG NO. 33 U.S. HIGHWAY FROM THE POST OFFICE
 MD1188'IN LIGONIER, THENCE 2.1 MILES W ALONG NO. 6 U.S. HWY. TO 0.1 MILE
 MD1188'W OF ROAD T-INTERSECTION AT LONGWOOD ROADSIDE RESET PARK AND THE
 MD1188'MARK ON THE RIGHT, 19-1/2 FEET N OF CENTER LINE OF 24-FOOT HWY.
 MD1188'ASPHALT PAVEMENT, 0.3 FOOT LOWER THAN SAME, IN A DRILL HOLE 1.6
 MD1188'FEET W OF E END OF 10-FOOT CONCRETE HEADWALL OF 24-INCH PIPE
 MD1188'CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1222 ***********************************************************************
 LB1222  DESIGNATION -  B 16
 LB1222  PID         -  LB1222
 LB1222  STATE/COUNTY-  IN/BENTON
 LB1222  COUNTRY     -  US
 LB1222  USGS QUAD   -  BOSWELL (2019)
 LB1222
 LB1222                         *CURRENT SURVEY CONTROL
 LB1222  ______________________________________________________________________
 LB1222* NAD 83(1986) POSITION- 40 30 03.     (N) 087 28 15.     (W)   SCALED
 LB1222* NAVD 88 ORTHO HEIGHT -   226.603 (meters)      743.45  (feet) ADJUSTED
 LB1222  ______________________________________________________________________
 LB1222  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 LB1222  DYNAMIC HEIGHT  -        226.493 (meters)      743.09  (feet) COMP
 LB1222  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB1222
 LB1222  VERT ORDER      -  FIRST     CLASS II
 LB1222
 LB1222.The horizontal coordinates were scaled from a map and have
 LB1222.an estimated accuracy of +/- 6 seconds.
 LB1222
 LB1222.The orthometric height was determined by differential leveling and
 LB1222.adjusted by the NATIONAL GEODETIC SURVEY
 LB1222.in June 1991.
 LB1222
 LB1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1222.GEOID18 height accuracy estimate available here.
 LB1222
 LB1222.Click photographs - Photos may exist for this station.
 LB1222
 LB1222.The dynamic height is computed by dividing the NAVD 88
 LB1222.geopotential number by the normal gravity value computed on the
 LB1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1222.degrees latitude (g = 980.6199 gals.).
 LB1222
 LB1222.The modeled gravity was interpolated from observed gravity values.
 LB1222
 LB1222;                    North         East    Units  Estimated Accuracy
 LB1222;SPC IN W     -   583,200.      867,150.      MT  (+/- 180 meters Scaled)
 LB1222
 LB1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK601834(NAD 83)
 LB1222
 LB1222                          SUPERSEDED SURVEY CONTROL
 LB1222
 LB1222  NGVD 29 (??/??/92)  226.646  (m)          743.59   (f) ADJ UNCH    1 2
 LB1222
 LB1222.Superseded values are not recommended for survey control.
 LB1222
 LB1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1222.See file dsdata.pdf to determine how the superseded data were derived.
 LB1222
 LB1222_MARKER: DB = BENCH MARK DISK
 LB1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1222_STAMPING: B 16 1934
 LB1222_MARK LOGO: CGS
 LB1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1222+STABILITY: SURFACE MOTION
 LB1222
 LB1222  HISTORY     - Date     Condition        Report By
 LB1222  HISTORY     - 1934     MONUMENTED       CGS
 LB1222  HISTORY     - 1935     GOOD             CGS
 LB1222  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1222
 LB1222                          STATION DESCRIPTION
 LB1222
 LB1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1222'AT HANDY.
 LB1222'AT HANDY, BENTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 38
 LB1222'FEET WEST OF THE STATION, AT THE CROSSING OF THE NEW YORK,
 LB1222'CHICAGO AND ST. LOUIS RAILROAD, 82 FEET NORTHWEST OF A SIGNAL
 LB1222'TOWER, 75 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 LB1222'N.Y.C.R.R., AND ABOUT 40 FEET NORTH OF THE NORTH RAIL OF THE
 LB1222'N.Y.C. AND ST. L.R.R.  A STANDARD DISK, STAMPED B 16 1934 AND
 LB1222'SET IN THE TOP OF A CONCRETE POST.  NOTE-- CHANGES IN RAILROAD.
 LB1222
 LB1222                          STATION RECOVERY (1960)
 LB1222
 LB1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1050 ***********************************************************************
 MD1050  DESIGNATION -  B 160
 MD1050  PID         -  MD1050
 MD1050  STATE/COUNTY-  IN/KOSCIUSKO
 MD1050  COUNTRY     -  US
 MD1050  USGS QUAD   -  LEESBURG (2019)
 MD1050
 MD1050                         *CURRENT SURVEY CONTROL
 MD1050  ______________________________________________________________________
 MD1050* NAD 83(1997) POSITION- 41 17 31.45540(N) 085 51 28.04312(W)   ADJUSTED
 MD1050* NAVD 88 ORTHO HEIGHT -   253.839 (meters)      832.80  (feet) ADJUSTED
 MD1050  ______________________________________________________________________
 MD1050  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 MD1050  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 MD1050  DYNAMIC HEIGHT  -        253.733 (meters)      832.46  (feet) COMP
 MD1050  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 MD1050
 MD1050  HORZ ORDER      -  SECOND
 MD1050  VERT ORDER      -  FIRST     CLASS II
 MD1050
 MD1050.The horizontal coordinates were established by classical geodetic methods
 MD1050.and adjusted by the National Geodetic Survey in May 1999.
 MD1050
 MD1050.The orthometric height was determined by differential leveling and
 MD1050.adjusted by the NATIONAL GEODETIC SURVEY
 MD1050.in June 1991.
 MD1050
 MD1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1050.GEOID18 height accuracy estimate available here.
 MD1050
 MD1050.Click photographs - Photos may exist for this station.
 MD1050
 MD1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1050
 MD1050.The dynamic height is computed by dividing the NAVD 88
 MD1050.geopotential number by the normal gravity value computed on the
 MD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1050.degrees latitude (g = 980.6199 gals.).
 MD1050
 MD1050.The modeled gravity was interpolated from observed gravity values.
 MD1050
 MD1050. The following values were computed from the NAD 83(1997) position.
 MD1050
 MD1050;                    North         East     Units Scale Factor Converg.
 MD1050;SPC IN E     -   671,011.179    83,991.546   MT  0.99996982   -0 07 34.0
 MD1050;SPC IN E     - 2,201,475.84    275,562.26   sFT  0.99996982   -0 07 34.0
 MD1050;UTM  16      - 4,571,809.643   595,637.161   MT  0.99971256   +0 45 13.7
 MD1050
 MD1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1050!SPC IN E     -   0.99996545  x   0.99996982  =   0.99993527
 MD1050!UTM  16      -   0.99996545  x   0.99971256  =   0.99967802
 MD1050
 MD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9563771809(NAD 83)
 MD1050
 MD1050                          SUPERSEDED SURVEY CONTROL
 MD1050
 MD1050  NAD 83(1986)-  41 17 31.45900(N)    085 51 28.05268(W) AD(       ) 2
 MD1050  NAD 27      -  41 17 31.29050(N)    085 51 28.07930(W) AD(       ) 2
 MD1050  NGVD 29 (??/??/92)  253.971  (m)          833.24   (f) ADJ UNCH    1 2
 MD1050  NGVD 29             253.97   (m)          833.2    (f) LEVELING    3  
 MD1050
 MD1050.Superseded values are not recommended for survey control.
 MD1050
 MD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1050.See file dsdata.pdf to determine how the superseded data were derived.
 MD1050
 MD1050_MARKER: DB = BENCH MARK DISK
 MD1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1050_STAMPING: B 160 1946
 MD1050_MARK LOGO: CGS
 MD1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1050+STABILITY: SURFACE MOTION
 MD1050
 MD1050  HISTORY     - Date     Condition        Report By
 MD1050  HISTORY     - 1946     MONUMENTED       CGS
 MD1050  HISTORY     - 1947     GOOD             CGS
 MD1050  HISTORY     - 1975     GOOD             LOCENG
 MD1050  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1050  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1050
 MD1050                          STATION DESCRIPTION
 MD1050
 MD1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1050'2.8 MI S FROM LEESBURG.
 MD1050'2.8 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MAIN STREET
 MD1050'CROSSING AT LEESBURG, ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY
 MD1050'15 FROM THE NEW YORK CENTRAL RAILROAD STATION AT WARSAW, AT THE
 MD1050'SOUTHEAST CORNER OF THE VICTORY AIR FIELD, ABOUT 110 FEET
 MD1050'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGER, 96 FEET NORTH
 MD1050'OF THE CENTER LINE OF A PAVED ROAD LEADING WEST, 75.5 FEET SOUTH
 MD1050'OF POWER POLE NO. 613/637, 6.5 FEET SOUTH OF TELEPHONE POLE
 MD1050'NO. 181, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 MD1050'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 MD1050'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- VICTORY
 MD1050'AIR FIELD IS NOW KNOWN AS SMITH FIELD.
 MD1050
 MD1050                          STATION RECOVERY (1947)
 MD1050
 MD1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1050'THIS IS A TRAVERSE STATION.
 MD1050'
 MD1050'STATION IS LOCATED ABOUT 4 MILES NORTH OF WARSAW ON THE SOUTHEAST
 MD1050'CORNER OF SMITH AIRPORT.
 MD1050'IT IS 38 FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 3 FEET SOUTH
 MD1050'OF A TELEPHONE POLE AND 2 FEET NORTH
 MD1050'OF A WHITE WITNESS POST.  A TRAVERSE CONNECTION WAS MADE
 MD1050'FROM TRIANGULATION STATION MONO AND THE DISTANCE
 MD1050'WAS FOUND TO BE 91.05 FEET (27.752 METERS).
 MD1050'THE MARK IS A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES
 MD1050'WITH A STANDARD USC AND GS BM DISK STAMPED B
 MD1050'160 1946.
 MD1050'
 MD1050'TO REACH THE STATION FROM THE INTERSECTION OF EAST CENTER AND NORTH
 MD1050'DETROIT STREETS IN WARSAW, GO NORTH
 MD1050'ON NORTH DETROIT STREET (STATE HIGHWAY 15) FOR 3.8 MILES TO A T-ROAD
 MD1050'LEFT AND STATION AS DESCRIBED.
 MD1050
 MD1050                          STATION RECOVERY (1975)
 MD1050
 MD1050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 MD1050'RECOVERED IN GOOD CONDITION.
 MD1050
 MD1050                          STATION RECOVERY (1989)
 MD1050
 MD1050'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPM)
 MD1050'MARK NOT FOUND.
 MD1050
 MD1050                          STATION RECOVERY (1993)
 MD1050
 MD1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1050'THE OLD AIRPORT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0872 ***********************************************************************
 MD0872  DESIGNATION -  B 162
 MD0872  PID         -  MD0872
 MD0872  STATE/COUNTY-  IN/DE KALB
 MD0872  COUNTRY     -  US
 MD0872  USGS QUAD   -  GARRETT (2019)
 MD0872
 MD0872                         *CURRENT SURVEY CONTROL
 MD0872  ______________________________________________________________________
 MD0872* NAD 83(1986) POSITION- 41 21 55.     (N) 085 11 34.     (W)   SCALED
 MD0872* NAVD 88 ORTHO HEIGHT -   279.860 (meters)      918.17  (feet) ADJUSTED
 MD0872  ______________________________________________________________________
 MD0872  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 MD0872  DYNAMIC HEIGHT  -        279.749 (meters)      917.81  (feet) COMP
 MD0872  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 MD0872
 MD0872  VERT ORDER      -  SECOND    CLASS 0
 MD0872
 MD0872.The horizontal coordinates were scaled from a map and have
 MD0872.an estimated accuracy of +/- 6 seconds.
 MD0872
 MD0872.The orthometric height was determined by differential leveling and
 MD0872.adjusted by the NATIONAL GEODETIC SURVEY
 MD0872.in June 1991.
 MD0872
 MD0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0872.GEOID18 height accuracy estimate available here.
 MD0872
 MD0872.Click photographs - Photos may exist for this station.
 MD0872
 MD0872.The dynamic height is computed by dividing the NAVD 88
 MD0872.geopotential number by the normal gravity value computed on the
 MD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0872.degrees latitude (g = 980.6199 gals.).
 MD0872
 MD0872.The modeled gravity was interpolated from observed gravity values.
 MD0872
 MD0872;                    North         East    Units  Estimated Accuracy
 MD0872;SPC IN E     -   679,230.      139,650.      MT  (+/- 180 meters Scaled)
 MD0872
 MD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL511808(NAD 83)
 MD0872
 MD0872                          SUPERSEDED SURVEY CONTROL
 MD0872
 MD0872  NGVD 29 (??/??/92)  280.005  (m)          918.65   (f) ADJ UNCH    2 0
 MD0872
 MD0872.Superseded values are not recommended for survey control.
 MD0872
 MD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0872.See file dsdata.pdf to determine how the superseded data were derived.
 MD0872
 MD0872_MARKER: DB = BENCH MARK DISK
 MD0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0872_STAMPING: B 162 1946
 MD0872_MARK LOGO: CGS
 MD0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0872+STABILITY: SURFACE MOTION
 MD0872
 MD0872  HISTORY     - Date     Condition        Report By
 MD0872  HISTORY     - 1946     MONUMENTED       CGS
 MD0872  HISTORY     - 1962     GOOD             CGS
 MD0872
 MD0872                          STATION DESCRIPTION
 MD0872
 MD0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0872'2.5 MI E FROM AVILLA.
 MD0872'ABOUT 2.5 MILES E ALONG NO. 8 INDIANA HWY. FROM ITS JUNCTION
 MD0872'WITH NO. 3 INDIANA HWY. AT THE MAIN CORNER IN AVILLA, ABOUT 25
 MD0872'YARDS SW OF CREST OF A RIDGE, 23 FEET E OF THE COUNTY LINE AND
 MD0872'A CORNER FENCE POST, 42 FEET S OF CENTER LINE OF 20-FOOT ASPHALT
 MD0872'HWY. PAVEMENT, 10 FEET W OF A TRANSFORMER POWER POLE, 4.4 FEET
 MD0872'LOWER THAN THE LOCAL CREST OF THE HWY. GRADES, 1.5 FEET E OF
 MD0872'STEEL WITNESS POST, AND PROJECTING 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0856 ***********************************************************************
 MD0856  DESIGNATION -  B 163
 MD0856  PID         -  MD0856
 MD0856  STATE/COUNTY-  IN/NOBLE
 MD0856  COUNTRY     -  US
 MD0856  USGS QUAD   -  GARRETT (2019)
 MD0856
 MD0856                         *CURRENT SURVEY CONTROL
 MD0856  ______________________________________________________________________
 MD0856* NAD 83(1986) POSITION- 41 19 22.     (N) 085 13 01.     (W)   SCALED
 MD0856* NAVD 88 ORTHO HEIGHT -   272.065 (meters)      892.60  (feet) ADJUSTED
 MD0856  ______________________________________________________________________
 MD0856  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 MD0856  DYNAMIC HEIGHT  -        271.957 (meters)      892.25  (feet) COMP
 MD0856  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 MD0856
 MD0856  VERT ORDER      -  SECOND    CLASS 0
 MD0856
 MD0856.The horizontal coordinates were scaled from a map and have
 MD0856.an estimated accuracy of +/- 6 seconds.
 MD0856
 MD0856.The orthometric height was determined by differential leveling and
 MD0856.adjusted by the NATIONAL GEODETIC SURVEY
 MD0856.in June 1991.
 MD0856
 MD0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0856.GEOID18 height accuracy estimate available here.
 MD0856
 MD0856.Click photographs - Photos may exist for this station.
 MD0856
 MD0856.The dynamic height is computed by dividing the NAVD 88
 MD0856.geopotential number by the normal gravity value computed on the
 MD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0856.degrees latitude (g = 980.6199 gals.).
 MD0856
 MD0856.The modeled gravity was interpolated from observed gravity values.
 MD0856
 MD0856;                    North         East    Units  Estimated Accuracy
 MD0856;SPC IN E     -   674,500.      137,650.      MT  (+/- 180 meters Scaled)
 MD0856
 MD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL492761(NAD 83)
 MD0856
 MD0856                          SUPERSEDED SURVEY CONTROL
 MD0856
 MD0856  NGVD 29 (??/??/92)  272.212  (m)          893.08   (f) ADJ UNCH    2 0
 MD0856
 MD0856.Superseded values are not recommended for survey control.
 MD0856
 MD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0856.See file dsdata.pdf to determine how the superseded data were derived.
 MD0856
 MD0856_MARKER: DB = BENCH MARK DISK
 MD0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0856_SP_SET: BOX CULVERT HEADWALL
 MD0856_STAMPING: B 163 1946
 MD0856_MARK LOGO: CGS
 MD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0856+STABILITY: SURFACE MOTION
 MD0856
 MD0856  HISTORY     - Date     Condition        Report By
 MD0856  HISTORY     - 1946     MONUMENTED       CGS
 MD0856  HISTORY     - 1962     GOOD             CGS
 MD0856
 MD0856                          STATION DESCRIPTION
 MD0856
 MD0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0856'2.5 MI N FROM LAOTTO.
 MD0856'ABOUT 3.3 MILES SOUTHERLY ALONG NO. 3 INDIANA HWY. FROM ITS JUNCTION
 MD0856'WITH NO. 8 HWY. AT THE MAIN CORNER IN AVILLA OR 2.5 MILES
 MD0856'NORTHERLY ALONG SAME FROM ITS INTERSECTION WITH NO. 205 HWY. IN
 MD0856'LAOTTO, 0.1 MILE N OF A CROSSROADS, SET IN DRILL HOLE 1.0 FEET N
 MD0856'OF S END OF THE 26-FOOT W HEADWALL OF A 4-FOOT SKEWED CONCRETE
 MD0856'BOX CULVERT, 21-1/2 FEET W OF CENTER LINE OF 22-FOOT HWY.
 MD0856'PAVEMENT, AND ABOUT LEVEL WITH SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1162 ***********************************************************************
 MD1162  DESIGNATION -  B 164
 MD1162  PID         -  MD1162
 MD1162  STATE/COUNTY-  IN/NOBLE
 MD1162  COUNTRY     -  US
 MD1162  USGS QUAD   -  ORMAS (2019)
 MD1162
 MD1162                         *CURRENT SURVEY CONTROL
 MD1162  ______________________________________________________________________
 MD1162* NAD 83(1986) POSITION- 41 19 07.     (N) 085 34 29.     (W)   SCALED
 MD1162* NAVD 88 ORTHO HEIGHT -   278.470 (meters)      913.61  (feet) ADJUSTED
 MD1162  ______________________________________________________________________
 MD1162  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 MD1162  DYNAMIC HEIGHT  -        278.355 (meters)      913.24  (feet) COMP
 MD1162  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 MD1162
 MD1162  VERT ORDER      -  SECOND    CLASS 0
 MD1162
 MD1162.The horizontal coordinates were scaled from a map and have
 MD1162.an estimated accuracy of +/- 6 seconds.
 MD1162
 MD1162.The orthometric height was determined by differential leveling and
 MD1162.adjusted by the NATIONAL GEODETIC SURVEY
 MD1162.in June 1991.
 MD1162
 MD1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1162.GEOID18 height accuracy estimate available here.
 MD1162
 MD1162.Click photographs - Photos may exist for this station.
 MD1162
 MD1162.The dynamic height is computed by dividing the NAVD 88
 MD1162.geopotential number by the normal gravity value computed on the
 MD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1162.degrees latitude (g = 980.6199 gals.).
 MD1162
 MD1162.The modeled gravity was interpolated from observed gravity values.
 MD1162
 MD1162;                    North         East    Units  Estimated Accuracy
 MD1162;SPC IN E     -   673,950.      107,700.      MT  (+/- 180 meters Scaled)
 MD1162
 MD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL192751(NAD 83)
 MD1162
 MD1162                          SUPERSEDED SURVEY CONTROL
 MD1162
 MD1162  NGVD 29 (??/??/92)  278.604  (m)          914.05   (f) ADJ UNCH    2 0
 MD1162
 MD1162.Superseded values are not recommended for survey control.
 MD1162
 MD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1162.See file dsdata.pdf to determine how the superseded data were derived.
 MD1162
 MD1162_MARKER: DB = BENCH MARK DISK
 MD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1162_STAMPING: B 164 1946
 MD1162_MARK LOGO: CGS
 MD1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1162+STABILITY: SURFACE MOTION
 MD1162
 MD1162  HISTORY     - Date     Condition        Report By
 MD1162  HISTORY     - 1946     MONUMENTED       CGS
 MD1162  HISTORY     - 1961     GOOD             CGS
 MD1162
 MD1162                          STATION DESCRIPTION
 MD1162
 MD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1162'4.1 MI N FROM ETNA.
 MD1162'ABOUT 2.1 MILES N ALONG ETNA ROAD FROM THE CROSSROADS AT ETNA,
 MD1162'THENCE 0.25 MILE W, THENCE 1.2 MILES N, THENCE 0.55 MILE E TO A N-S
 MD1162'AND W T-INTERSECTION AND THE MARK ON RIGHT, 70 FEET S OF THE
 MD1162'PROJECTED CENTER LINE OF ONE ROAD, 19 FEET E OF CENTER LINE OF
 MD1162'THE OTHER, ABOUT LEVEL WITH THE LATTER, 2.3 FEET NW OF R.R.-RAIL
 MD1162'FENCE CORNER GATE POST, 1.2 FEET N OF STEEL WITNESS POST, 1-1/2
 MD1162'FEET W OF FENCE, AND PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0943 ***********************************************************************
 MD0943  DESIGNATION -  B 165
 MD0943  PID         -  MD0943
 MD0943  STATE/COUNTY-  IN/WHITLEY
 MD0943  COUNTRY     -  US
 MD0943  USGS QUAD   -  MERRIAM (2019)
 MD0943
 MD0943                         *CURRENT SURVEY CONTROL
 MD0943  ______________________________________________________________________
 MD0943* NAD 83(1986) POSITION- 41 15 38.00   (N) 085 22 48.28   (W)   HD_HELD1
 MD0943* NAVD 88 ORTHO HEIGHT -   269.858 (meters)      885.36  (feet) ADJUSTED
 MD0943  ______________________________________________________________________
 MD0943  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 MD0943  DYNAMIC HEIGHT  -        269.754 (meters)      885.02  (feet) COMP
 MD0943  MODELED GRAVITY -    980,233.4   (mgal)                       NAVD 88
 MD0943
 MD0943  VERT ORDER      -  SECOND    CLASS 0
 MD0943
 MD0943.The horizontal coordinates were determined by differentially corrected
 MD0943.hand held GPS observations or other comparable positioning techniques
 MD0943.and have an estimated accuracy of +/- 3 meters.
 MD0943
 MD0943.The orthometric height was determined by differential leveling and
 MD0943.adjusted by the NATIONAL GEODETIC SURVEY
 MD0943.in June 1991.
 MD0943
 MD0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0943.GEOID18 height accuracy estimate available here.
 MD0943
 MD0943.Click photographs - Photos may exist for this station.
 MD0943
 MD0943.The dynamic height is computed by dividing the NAVD 88
 MD0943.geopotential number by the normal gravity value computed on the
 MD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0943.degrees latitude (g = 980.6199 gals.).
 MD0943
 MD0943.The modeled gravity was interpolated from observed gravity values.
 MD0943
 MD0943;                    North         East    Units  Estimated Accuracy
 MD0943;SPC IN E     -   667,533.2     124,016.2     MT  (+/- 3 meters HH1 GPS) 
 MD0943
 MD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3570268947(NAD 83)
 MD0943
 MD0943                          SUPERSEDED SURVEY CONTROL
 MD0943
 MD0943  NGVD 29 (??/??/92)  270.011  (m)          885.86   (f) ADJ UNCH    2 0
 MD0943
 MD0943.Superseded values are not recommended for survey control.
 MD0943
 MD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0943.See file dsdata.pdf to determine how the superseded data were derived.
 MD0943
 MD0943_MARKER: DB = BENCH MARK DISK
 MD0943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0943_SP_SET: CULVERT HEADWALL
 MD0943_STAMPING: B 165 1946
 MD0943_MARK LOGO: CGS
 MD0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0943+STABILITY: SURFACE MOTION
 MD0943
 MD0943  HISTORY     - Date     Condition        Report By
 MD0943  HISTORY     - 1946     MONUMENTED       CGS
 MD0943  HISTORY     - 1961     GOOD             CGS
 MD0943
 MD0943                          STATION DESCRIPTION
 MD0943
 MD0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0943'3.5 MI SE FROM MERRIAM.
 MD0943'ABOUT 3.5 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0943'INTERSECTION WITH NO. 9 INDIANA HWY. AT MERRIAM, OR ABOUT 4.0
 MD0943'MILES NW FROM ITS INTERSECTION WITH NO. 205 INDIANA HWY. (MAIN
 MD0943'ROAD TO LAOTTO) IN HEART OF CHURUBUSCO, 0.3 MILE SE OF A
 MD0943'CROSSROADS, 18 FEET SW OF CENTER LINE OF 22-FOOT ASPHALT HWY.
 MD0943'PAVEMENT, 0.9 FOOT LOWER THAN SAME, 61 FEET NW OF CENTER LINE
 MD0943'OF DRIVEWAY ON NE SIDE OF HWY., SET IN DRILL HOLE 1.5 FEET NW
 MD0943'OF SE END OF 8-FOOT HEADWALL OF 14-INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0208 ***********************************************************************
 ME0208  DESIGNATION -  B 166
 ME0208  PID         -  ME0208
 ME0208  STATE/COUNTY-  IN/MARSHALL
 ME0208  COUNTRY     -  US
 ME0208  USGS QUAD   -  WALKERTON (2019)
 ME0208
 ME0208                         *CURRENT SURVEY CONTROL
 ME0208  ______________________________________________________________________
 ME0208* NAD 83(1986) POSITION- 41 26 52.     (N) 086 24 44.     (W)   SCALED
 ME0208* NAVD 88 ORTHO HEIGHT -   228.330 (meters)      749.11  (feet) ADJUSTED
 ME0208  ______________________________________________________________________
 ME0208  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 ME0208  DYNAMIC HEIGHT  -        228.238 (meters)      748.81  (feet) COMP
 ME0208  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 ME0208
 ME0208  VERT ORDER      -  SECOND    CLASS 0
 ME0208
 ME0208.The horizontal coordinates were scaled from a map and have
 ME0208.an estimated accuracy of +/- 6 seconds.
 ME0208
 ME0208.The orthometric height was determined by differential leveling and
 ME0208.adjusted by the NATIONAL GEODETIC SURVEY
 ME0208.in June 1991.
 ME0208
 ME0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0208.GEOID18 height accuracy estimate available here.
 ME0208
 ME0208.Click photographs - Photos may exist for this station.
 ME0208
 ME0208.The dynamic height is computed by dividing the NAVD 88
 ME0208.geopotential number by the normal gravity value computed on the
 ME0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0208.degrees latitude (g = 980.6199 gals.).
 ME0208
 ME0208.The modeled gravity was interpolated from observed gravity values.
 ME0208
 ME0208;                    North         East    Units  Estimated Accuracy
 ME0208;SPC IN E     -   688,550.       37,700.      MT  (+/- 180 meters Scaled)
 ME0208
 ME0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL490886(NAD 83)
 ME0208
 ME0208                          SUPERSEDED SURVEY CONTROL
 ME0208
 ME0208  NGVD 29 (??/??/92)  228.440  (m)          749.47   (f) ADJ UNCH    2 0
 ME0208
 ME0208.Superseded values are not recommended for survey control.
 ME0208
 ME0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0208.See file dsdata.pdf to determine how the superseded data were derived.
 ME0208
 ME0208_MARKER: DB = BENCH MARK DISK
 ME0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0208_SP_SET: CULVERT HEADWALL
 ME0208_STAMPING: B 166 1946
 ME0208_MARK LOGO: CGS
 ME0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0208+STABILITY: SURFACE MOTION
 ME0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0208+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 ME0208
 ME0208  HISTORY     - Date     Condition        Report By
 ME0208  HISTORY     - 1946     MONUMENTED       CGS
 ME0208  HISTORY     - 1985     GOOD             USPSQD
 ME0208  HISTORY     - 20070410 GOOD             INDIV
 ME0208
 ME0208                          STATION DESCRIPTION
 ME0208
 ME0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0208'4.1 MI E FROM WALKERTON.
 ME0208'IN MARSHALL COUNTY, ABOUT 4.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM
 ME0208'THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, ABOUT 0.35
 ME0208'MILE WEST OF THE INTERSECTION OF A NORTH-AND-SOUTH BLACK-TOP
 ME0208'ROAD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD
 ME0208'LEADING SOUTH, ABOUT 100 YARDS EAST OF THE JUNCTION OF A GRAVEL
 ME0208'ROAD LEADING NORTH, AT AN 18-INCH PIPE CULVERT, IN THE CENTER OF
 ME0208'THE TOP OF THE SOUTH CONCRETE HEAD WALL, 20 FEET SOUTH OF THE
 ME0208'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 ME0208
 ME0208                          STATION RECOVERY (1985)
 ME0208
 ME0208'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0208'ABOUT 100 YARDS EAST OF SAGE ROAD.
 ME0208
 ME0208                          STATION RECOVERY (2007)
 ME0208
 ME0208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 ME0208'MARK IS SLIGHTLY UNDERWATER ON THIS DAY.  HEADWALL IS STARTING TO SHOW
 ME0208'LARGE CRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0199 ***********************************************************************
 ME0199  DESIGNATION -  B 167
 ME0199  PID         -  ME0199
 ME0199  STATE/COUNTY-  IN/MARSHALL
 ME0199  COUNTRY     -  US
 ME0199  USGS QUAD   -  LA PAZ (2019)
 ME0199
 ME0199                         *CURRENT SURVEY CONTROL
 ME0199  ______________________________________________________________________
 ME0199* NAD 83(1986) POSITION- 41 27 36.     (N) 086 18 28.     (W)   SCALED
 ME0199* NAVD 88 ORTHO HEIGHT -   267.850 (meters)      878.77  (feet) ADJUSTED
 ME0199  ______________________________________________________________________
 ME0199  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 ME0199  DYNAMIC HEIGHT  -        267.740 (meters)      878.41  (feet) COMP
 ME0199  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 ME0199
 ME0199  VERT ORDER      -  SECOND    CLASS 0
 ME0199
 ME0199.The horizontal coordinates were scaled from a map and have
 ME0199.an estimated accuracy of +/- 6 seconds.
 ME0199
 ME0199.The orthometric height was determined by differential leveling and
 ME0199.adjusted by the NATIONAL GEODETIC SURVEY
 ME0199.in June 1991.
 ME0199
 ME0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0199.GEOID18 height accuracy estimate available here.
 ME0199
 ME0199.Click photographs - Photos may exist for this station.
 ME0199
 ME0199.The dynamic height is computed by dividing the NAVD 88
 ME0199.geopotential number by the normal gravity value computed on the
 ME0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0199.degrees latitude (g = 980.6199 gals.).
 ME0199
 ME0199.The modeled gravity was interpolated from observed gravity values.
 ME0199
 ME0199;                    North         East    Units  Estimated Accuracy
 ME0199;SPC IN E     -   689,840.       46,440.      MT  (+/- 180 meters Scaled)
 ME0199
 ME0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL578900(NAD 83)
 ME0199
 ME0199                          SUPERSEDED SURVEY CONTROL
 ME0199
 ME0199  NGVD 29 (??/??/92)  267.960  (m)          879.13   (f) ADJ UNCH    2 0
 ME0199
 ME0199.Superseded values are not recommended for survey control.
 ME0199
 ME0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0199.See file dsdata.pdf to determine how the superseded data were derived.
 ME0199
 ME0199_MARKER: DB = BENCH MARK DISK
 ME0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0199_SP_SET: BRIDGE
 ME0199_STAMPING: B 167 1946
 ME0199_MARK LOGO: CGS
 ME0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0199
 ME0199  HISTORY     - Date     Condition        Report By
 ME0199  HISTORY     - 1946     MONUMENTED       CGS
 ME0199  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0199
 ME0199                          STATION DESCRIPTION
 ME0199
 ME0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0199'AT LAPAZ.
 ME0199'AT LAPAZ, ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE
 ME0199'INTERSECTION OF U.S. HIGHWAY 6, ABOUT 0.35 MILE NORTH OF THE
 ME0199'HIGH SCHOOL, AT THE CONCRETE BRIDGE OVER THE BALTIMORE AND OHIO
 ME0199'RAILROAD, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 ME0199'RAILING, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 ME0199'NORTH OF LAMP POST M 131/144, 1.9 FEET NORTH OF THE SOUTH END
 ME0199'OF THE RAILING, AND ABOUT 3 FEET ABOVE THE SIDEWALK.
 ME0199
 ME0199                          STATION RECOVERY (1985)
 ME0199
 ME0199'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2101 ***********************************************************************
 ME2101  DESIGNATION -  B 167 RESET
 ME2101  PID         -  ME2101
 ME2101  STATE/COUNTY-  IN/MARSHALL
 ME2101  COUNTRY     -  US
 ME2101  USGS QUAD   -  LA PAZ (2019)
 ME2101
 ME2101                         *CURRENT SURVEY CONTROL
 ME2101  ______________________________________________________________________
 ME2101* NAD 83(1986) POSITION- 41 27 36.     (N) 086 18 28.     (W)   SCALED
 ME2101* NAVD 88 ORTHO HEIGHT -   267.49  (meters)      877.6   (feet) RESET
 ME2101  ______________________________________________________________________
 ME2101  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 ME2101  VERT ORDER      -  THIRD
 ME2101
 ME2101.The horizontal coordinates were scaled from a map and have
 ME2101.an estimated accuracy of +/- 6 seconds.
 ME2101
 ME2101.The orthometric height was computed from unverified reset data.
 ME2101
 ME2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2101.GEOID18 height accuracy estimate available here.
 ME2101
 ME2101.Click photographs - Photos may exist for this station.
 ME2101
 ME2101;                    North         East    Units  Estimated Accuracy
 ME2101;SPC IN E     -   689,840.       46,440.      MT  (+/- 180 meters Scaled)
 ME2101
 ME2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL578900(NAD 83)
 ME2101
 ME2101                          SUPERSEDED SURVEY CONTROL
 ME2101
 ME2101  NGVD 29 (08/22/16)  267.60   (m)          878.0    (f) RESET       3  
 ME2101
 ME2101.Superseded values are not recommended for survey control.
 ME2101
 ME2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2101.See file dsdata.pdf to determine how the superseded data were derived.
 ME2101
 ME2101_MARKER: DV = VERTICAL CONTROL DISK
 ME2101_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2101_SP_SET: BRIDGE WINGWALL
 ME2101_STAMPING: B 167 RESET 1979
 ME2101_MARK LOGO: NGS
 ME2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2101+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2015
 ME2101
 ME2101  HISTORY     - Date     Condition        Report By
 ME2101  HISTORY     - 1979     MONUMENTED       NONE
 ME2101  HISTORY     - 20131202 GOOD             INDOT
 ME2101  HISTORY     - 20151015 GOOD             USI
 ME2101
 ME2101                          STATION DESCRIPTION
 ME2101
 ME2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ME2101'IN LAPAZ.
 ME2101'IN LAPAZ, ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE
 ME2101'INTERSECTION OF U.S. HIGHWAY 6, ABOUT 0.35 MILE NORTH OF THE GRADE
 ME2101'SCHOOL, AT THE CONTINOUS WELDED BRIDGE OVER THE BALTIMORE AND OHIO
 ME2101'RAILROAD, IN THE TOP OF THE SOUTH END OF THE SOUTHEAST WINGWALL, 34
 ME2101'FEET 4-INCHES EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 0.1
 ME2101'FOOT ABOVE SIDEWALK.
 ME2101
 ME2101                          STATION RECOVERY (2013)
 ME2101
 ME2101'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME2101'RECOVERED IN GOOD CONDITION.
 ME2101
 ME2101                          STATION RECOVERY (2015)
 ME2101
 ME2101'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (CHS)
 ME2101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0013 ***********************************************************************
 ME0013  DESIGNATION -  B 168
 ME0013  PID         -  ME0013
 ME0013  STATE/COUNTY-  IN/ST JOSEPH
 ME0013  COUNTRY     -  US
 ME0013  USGS QUAD   -  OSCEOLA (2019)
 ME0013
 ME0013                         *CURRENT SURVEY CONTROL
 ME0013  ______________________________________________________________________
 ME0013* NAD 83(1986) POSITION- 41 37 43.     (N) 086 06 50.     (W)   SCALED
 ME0013* NAVD 88 ORTHO HEIGHT -   233.162 (meters)      764.97  (feet) ADJUSTED
 ME0013  ______________________________________________________________________
 ME0013  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 ME0013  DYNAMIC HEIGHT  -        233.068 (meters)      764.66  (feet) COMP
 ME0013  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 ME0013
 ME0013  VERT ORDER      -  SECOND    CLASS 0
 ME0013
 ME0013.The horizontal coordinates were scaled from a map and have
 ME0013.an estimated accuracy of +/- 6 seconds.
 ME0013
 ME0013.The orthometric height was determined by differential leveling and
 ME0013.adjusted by the NATIONAL GEODETIC SURVEY
 ME0013.in June 1991.
 ME0013
 ME0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0013.GEOID18 height accuracy estimate available here.
 ME0013
 ME0013.Click photographs - Photos may exist for this station.
 ME0013
 ME0013.The dynamic height is computed by dividing the NAVD 88
 ME0013.geopotential number by the normal gravity value computed on the
 ME0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0013.degrees latitude (g = 980.6199 gals.).
 ME0013
 ME0013.The modeled gravity was interpolated from observed gravity values.
 ME0013
 ME0013;                    North         East    Units  Estimated Accuracy
 ME0013;SPC IN E     -   708,470.       62,730.      MT  (+/- 180 meters Scaled)
 ME0013
 ME0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM738089(NAD 83)
 ME0013
 ME0013                          SUPERSEDED SURVEY CONTROL
 ME0013
 ME0013  NGVD 29 (??/??/92)  233.281  (m)          765.36   (f) ADJ UNCH    2 0
 ME0013
 ME0013.Superseded values are not recommended for survey control.
 ME0013
 ME0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0013.See file dsdata.pdf to determine how the superseded data were derived.
 ME0013
 ME0013_MARKER: DB = BENCH MARK DISK
 ME0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0013_STAMPING: B 168 1946
 ME0013_MARK LOGO: CGS
 ME0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0013+STABILITY: SURFACE MOTION
 ME0013
 ME0013  HISTORY     - Date     Condition        Report By
 ME0013  HISTORY     - 1946     MONUMENTED       CGS
 ME0013  HISTORY     - 1984     POOR             NGS
 ME0013  HISTORY     - 19950725 GOOD             USPSQD
 ME0013  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0013
 ME0013                          STATION DESCRIPTION
 ME0013
 ME0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0013'4.7 MI SE FROM MISHAWAKA.
 ME0013'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL
 ME0013'AT MISHAWAKA, THENCE ABOUT 2.3 MILES SOUTH ALONG ELDER STREET
 ME0013'AND BLACKBERRY ROAD, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH
 ME0013'DRAGOON TRAIL, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 ME0013'26 FEET WEST OF THE CENTER LINE OF BLACKBERRY ROAD, 27 FEET
 ME0013'NORTH OF THE CENTER LINE OF DRAGOON TRAIL, 8.0 FEET NORTH OF
 ME0013'TELEPHONE POLE 236, ABOUT 1 FOOT LOWER THAN BLACKBERRY ROAD, AND
 ME0013'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0013
 ME0013                          STATION RECOVERY (1984)
 ME0013
 ME0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0013'RECOVERED WITH DISK AND MONUMENT BATTER UP BY BEING HIT WITH FARM
 ME0013'MACHINERY BUT STILL SOLID IN GROUND.
 ME0013
 ME0013                          STATION RECOVERY (1995)
 ME0013
 ME0013'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0013'RECOVERED IN GOOD CONDITION.
 ME0013
 ME0013                          STATION RECOVERY (2001)
 ME0013
 ME0013'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0158 ***********************************************************************
 ME0158  DESIGNATION -  B 169
 ME0158  PID         -  ME0158
 ME0158  STATE/COUNTY-  IN/MARSHALL
 ME0158  COUNTRY     -  US
 ME0158  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0158
 ME0158                         *CURRENT SURVEY CONTROL
 ME0158  ______________________________________________________________________
 ME0158* NAD 83(1986) POSITION- 41 23 26.07   (N) 086 07 01.38   (W)   HD_HELD1
 ME0158* NAVD 88 ORTHO HEIGHT -   247.906 (meters)      813.34  (feet) ADJUSTED
 ME0158  ______________________________________________________________________
 ME0158  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 ME0158  DYNAMIC HEIGHT  -        247.804 (meters)      813.00  (feet) COMP
 ME0158  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 ME0158
 ME0158  VERT ORDER      -  SECOND    CLASS 0
 ME0158
 ME0158.The horizontal coordinates were determined by differentially corrected
 ME0158.hand held GPS observations or other comparable positioning techniques
 ME0158.and have an estimated accuracy of +/- 3 meters.
 ME0158
 ME0158.The orthometric height was determined by differential leveling and
 ME0158.adjusted by the NATIONAL GEODETIC SURVEY
 ME0158.in June 1991.
 ME0158
 ME0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0158.GEOID18 height accuracy estimate available here.
 ME0158
 ME0158.Click photographs - Photos may exist for this station.
 ME0158
 ME0158.The dynamic height is computed by dividing the NAVD 88
 ME0158.geopotential number by the normal gravity value computed on the
 ME0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0158.degrees latitude (g = 980.6199 gals.).
 ME0158
 ME0158.The modeled gravity was interpolated from observed gravity values.
 ME0158
 ME0158;                    North         East    Units  Estimated Accuracy
 ME0158;SPC IN E     -   682,031.0      62,332.7     MT  (+/- 3 meters HH1 GPS) 
 ME0158
 ME0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7381782492(NAD 83)
 ME0158
 ME0158                          SUPERSEDED SURVEY CONTROL
 ME0158
 ME0158  NGVD 29 (??/??/92)  248.026  (m)          813.73   (f) ADJ UNCH    2 0
 ME0158
 ME0158.Superseded values are not recommended for survey control.
 ME0158
 ME0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0158.See file dsdata.pdf to determine how the superseded data were derived.
 ME0158
 ME0158_MARKER: DB = BENCH MARK DISK
 ME0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0158_STAMPING: B 169 1946
 ME0158_MARK LOGO: CGS
 ME0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0158+STABILITY: SURFACE MOTION
 ME0158
 ME0158  HISTORY     - Date     Condition        Report By
 ME0158  HISTORY     - 1946     MONUMENTED       CGS
 ME0158  HISTORY     - 19940826 GOOD             USPSQD
 ME0158
 ME0158                          STATION DESCRIPTION
 ME0158
 ME0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0158'5.2 MI S FROM BREMEN.
 ME0158'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0158'STATE BANK AT BREMEN, ABOUT 1.05 MILE SOUTH OF THE OLD GERMAN
 ME0158'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, IN THE NORTHEAST
 ME0158'QUARTER OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD,
 ME0158'85 FEET SOUTH OF POWER POLE 281/461, 35 FEET EAST OF THE CENTER
 ME0158'LINE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF THE
 ME0158'ROAD, 3.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF THE
 ME0158'RIGHT-OF-WAY FENCE, ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY,
 ME0158'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0158
 ME0158                          STATION RECOVERY (1994)
 ME0158
 ME0158'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1107 ***********************************************************************
 ME1107  DESIGNATION -  B 17
 ME1107  PID         -  ME1107
 ME1107  STATE/COUNTY-  IN/NEWTON
 ME1107  COUNTRY     -  US
 ME1107  USGS QUAD   -  ENOS (2019)
 ME1107
 ME1107                         *CURRENT SURVEY CONTROL
 ME1107  ______________________________________________________________________
 ME1107* NAD 83(1986) POSITION- 41 05 27.     (N) 087 26 45.     (W)   SCALED
 ME1107* NAVD 88 ORTHO HEIGHT -   203.614 (meters)      668.02  (feet) ADJUSTED
 ME1107  ______________________________________________________________________
 ME1107  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 ME1107  DYNAMIC HEIGHT  -        203.527 (meters)      667.74  (feet) COMP
 ME1107  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 ME1107
 ME1107  VERT ORDER      -  FIRST     CLASS II
 ME1107
 ME1107.The horizontal coordinates were scaled from a map and have
 ME1107.an estimated accuracy of +/- 6 seconds.
 ME1107
 ME1107.The orthometric height was determined by differential leveling and
 ME1107.adjusted by the NATIONAL GEODETIC SURVEY
 ME1107.in June 1991.
 ME1107
 ME1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1107.GEOID18 height accuracy estimate available here.
 ME1107
 ME1107.Click photographs - Photos may exist for this station.
 ME1107
 ME1107.The dynamic height is computed by dividing the NAVD 88
 ME1107.geopotential number by the normal gravity value computed on the
 ME1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1107.degrees latitude (g = 980.6199 gals.).
 ME1107
 ME1107.The modeled gravity was interpolated from observed gravity values.
 ME1107
 ME1107;                    North         East    Units  Estimated Accuracy
 ME1107;SPC IN W     -   648,710.      869,540.      MT  (+/- 180 meters Scaled)
 ME1107
 ME1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625489(NAD 83)
 ME1107
 ME1107                          SUPERSEDED SURVEY CONTROL
 ME1107
 ME1107  NGVD 29 (??/??/92)  203.697  (m)          668.30   (f) ADJ UNCH    1 2
 ME1107
 ME1107.Superseded values are not recommended for survey control.
 ME1107
 ME1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1107.See file dsdata.pdf to determine how the superseded data were derived.
 ME1107
 ME1107_MARKER: DB = BENCH MARK DISK
 ME1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1107_SP_SET: BRIDGE
 ME1107_STAMPING: B 17 1934
 ME1107_MARK LOGO: CGS
 ME1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1107
 ME1107  HISTORY     - Date     Condition        Report By
 ME1107  HISTORY     - 1934     MONUMENTED       CGS
 ME1107
 ME1107                          STATION DESCRIPTION
 ME1107
 ME1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1107'1.1 MI S FROM CONRAD.
 ME1107'1.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1107'STATION AT CONRAD, NEWTON COUNTY, 0.2 MILE NORTH OF MILEPOST 59,
 ME1107'AT BRIDGE 58.81, IN THE TOP OF THE EAST END OF THE SOUTH PARAPET,
 ME1107'18.9 FEET EAST OF THE EAST RAIL, AND 1.5 FEET BELOW THE TOP OF
 ME1107'THE RAIL.  A STANDARD DISK, STAMPED B 17 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0188 ***********************************************************************
 ME0188  DESIGNATION -  B 170
 ME0188  PID         -  ME0188
 ME0188  STATE/COUNTY-  IN/KOSCIUSKO
 ME0188  COUNTRY     -  US
 ME0188  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0188
 ME0188                         *CURRENT SURVEY CONTROL
 ME0188  ______________________________________________________________________
 ME0188* NAD 83(1986) POSITION- 41 24 39.     (N) 086 02 43.     (W)   SCALED
 ME0188* NAVD 88 ORTHO HEIGHT -   254.822 (meters)      836.03  (feet) ADJUSTED
 ME0188  ______________________________________________________________________
 ME0188  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 ME0188  DYNAMIC HEIGHT  -        254.718 (meters)      835.69  (feet) COMP
 ME0188  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 ME0188
 ME0188  VERT ORDER      -  SECOND    CLASS 0
 ME0188
 ME0188.The horizontal coordinates were scaled from a map and have
 ME0188.an estimated accuracy of +/- 6 seconds.
 ME0188
 ME0188.The orthometric height was determined by differential leveling and
 ME0188.adjusted by the NATIONAL GEODETIC SURVEY
 ME0188.in June 1991.
 ME0188
 ME0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0188.GEOID18 height accuracy estimate available here.
 ME0188
 ME0188.Click photographs - Photos may exist for this station.
 ME0188
 ME0188.The dynamic height is computed by dividing the NAVD 88
 ME0188.geopotential number by the normal gravity value computed on the
 ME0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0188.degrees latitude (g = 980.6199 gals.).
 ME0188
 ME0188.The modeled gravity was interpolated from observed gravity values.
 ME0188
 ME0188;                    North         East    Units  Estimated Accuracy
 ME0188;SPC IN E     -   684,250.       68,350.      MT  (+/- 180 meters Scaled)
 ME0188
 ME0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL797848(NAD 83)
 ME0188
 ME0188                          SUPERSEDED SURVEY CONTROL
 ME0188
 ME0188  NGVD 29 (??/??/92)  254.944  (m)          836.43   (f) ADJ UNCH    2 0
 ME0188
 ME0188.Superseded values are not recommended for survey control.
 ME0188
 ME0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0188.See file dsdata.pdf to determine how the superseded data were derived.
 ME0188
 ME0188_MARKER: DB = BENCH MARK DISK
 ME0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0188_SP_SET: BUILDING
 ME0188_STAMPING: B 170 1946
 ME0188_MARK LOGO: CGS
 ME0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0188
 ME0188  HISTORY     - Date     Condition        Report By
 ME0188  HISTORY     - 1946     MONUMENTED       CGS
 ME0188  HISTORY     - 19960530 MARK NOT FOUND   USPSQD
 ME0188
 ME0188                          STATION DESCRIPTION
 ME0188
 ME0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0188'5.1 MI SW FROM NAPPANEE.
 ME0188'IN KOSCIUSKO COUNTY, ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY
 ME0188'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 ME0188'COUNTY, THENCE ABOUT 0.95 MILE WEST ALONG A BLACK-TOP ROAD, AND
 ME0188'THENCE ABOUT 1.55 MILES NORTHWEST ALONG A WINDING GRAVEL ROAD,
 ME0188'ON A SHORT NORTH-AND-SOUTH TANGENT, ABOUT 350 FEET SOUTH OF
 ME0188'THE ROAD LEADING WEST, ABOUT 60 YARDS NORTH OF THE ROAD LEADING
 ME0188'EAST, AT AN OLD BRICK SCHOOLHOUSE (DISTRICT NO. 1), IN THE EAST
 ME0188'WALL, 2.3 FEET NORTH OF THE SOUTHEAST CORNER, AND ABOUT 2.5 FEET
 ME0188'ABOVE THE GROUND.
 ME0188
 ME0188                          STATION RECOVERY (1996)
 ME0188
 ME0188'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2092 ***********************************************************************
 ME2092  DESIGNATION -  B 170 RESET
 ME2092  PID         -  ME2092
 ME2092  STATE/COUNTY-  IN/KOSCIUSKO
 ME2092  COUNTRY     -  US
 ME2092  USGS QUAD   -  NAPPANEE WEST (2019)
 ME2092
 ME2092                         *CURRENT SURVEY CONTROL
 ME2092  ______________________________________________________________________
 ME2092* NAD 83(1986) POSITION- 41 24 39.     (N) 086 02 43.     (W)   SCALED
 ME2092* NAVD 88 ORTHO HEIGHT -   253.81  (+/-2cm)      832.7   (feet) VERTCON3
 ME2092  ______________________________________________________________________
 ME2092  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 ME2092  VERT ORDER      -  THIRD (See Below)
 ME2092
 ME2092.The horizontal coordinates were scaled from a map and have
 ME2092.an estimated accuracy of +/- 6 seconds.
 ME2092
 ME2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2092
 ME2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2092.GEOID18 height accuracy estimate available here.
 ME2092
 ME2092.The vertical order pertains to the NGVD 29 superseded value.
 ME2092
 ME2092.Click photographs - Photos may exist for this station.
 ME2092
 ME2092;                    North         East    Units  Estimated Accuracy
 ME2092;SPC IN E     -   684,250.       68,350.      MT  (+/- 180 meters Scaled)
 ME2092
 ME2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL797848(NAD 83)
 ME2092
 ME2092                          SUPERSEDED SURVEY CONTROL
 ME2092
 ME2092  NGVD 29 (08/22/16)  253.94   (m)          833.1    (f) RESET       3  
 ME2092
 ME2092.Superseded values are not recommended for survey control.
 ME2092
 ME2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2092.See file dsdata.pdf to determine how the superseded data were derived.
 ME2092
 ME2092_MARKER: DV = VERTICAL CONTROL DISK
 ME2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2092_STAMPING: B 170 RESET 1979
 ME2092_MARK LOGO: NGS
 ME2092_PROJECTION: FLUSH
 ME2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2092+STABILITY: SURFACE MOTION
 ME2092
 ME2092  HISTORY     - Date     Condition        Report By
 ME2092  HISTORY     - 1979     MONUMENTED       NGS
 ME2092
 ME2092                          STATION DESCRIPTION
 ME2092
 ME2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ME2092'5.0 MI SW FROM NAPPANEE.
 ME2092'2.6 MILE SOUTH ALONG STATE HIGHWAY 19 FROM ITS JUNCTION WITH U.S.
 ME2092'HIGHWAY 6 IN NAPPANEE, THENCE 1.0 MILE WEST ALONG HEPTON ROAD,
 ME2092'THENCE NORTH AND WEST ALONG HEPTON ROAD FOR 1.4 MILES TO A CURVE IN
 ME2092'THE ROAD AND MARK ON THE LEFT, 100 FEET NORTH OF THE CURVE, 350
 ME2092'FEET SOUTH OF COUNTY ROAD 1250 WEST, 14 FEET WEST OF CENTERLINE OF
 ME2092'HEPTON ROAD, 1.5 FEET SOUTH OF A POWERLINE POLE 691 994.
 ME2092'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 ME2092'THE MARK IS ABOVE LEVEL WITH HEPTON ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0148 ***********************************************************************
 ME0148  DESIGNATION -  B 171
 ME0148  PID         -  ME0148
 ME0148  STATE/COUNTY-  IN/ELKHART
 ME0148  COUNTRY     -  US
 ME0148  USGS QUAD   -  WAKARUSA (2019)
 ME0148
 ME0148                         *CURRENT SURVEY CONTROL
 ME0148  ______________________________________________________________________
 ME0148* NAD 83(1986) POSITION- 41 32 19.     (N) 086 01 17.     (W)   SCALED
 ME0148* NAVD 88 ORTHO HEIGHT -   253.720 (meters)      832.41  (feet) ADJUSTED
 ME0148  ______________________________________________________________________
 ME0148  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 ME0148  DYNAMIC HEIGHT  -        253.616 (meters)      832.07  (feet) COMP
 ME0148  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 ME0148
 ME0148  VERT ORDER      -  SECOND    CLASS 0
 ME0148
 ME0148.The horizontal coordinates were scaled from a map and have
 ME0148.an estimated accuracy of +/- 6 seconds.
 ME0148
 ME0148.The orthometric height was determined by differential leveling and
 ME0148.adjusted by the NATIONAL GEODETIC SURVEY
 ME0148.in June 1991.
 ME0148
 ME0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0148.GEOID18 height accuracy estimate available here.
 ME0148
 ME0148.Click photographs - Photos may exist for this station.
 ME0148
 ME0148.The dynamic height is computed by dividing the NAVD 88
 ME0148.geopotential number by the normal gravity value computed on the
 ME0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0148.degrees latitude (g = 980.6199 gals.).
 ME0148
 ME0148.The modeled gravity was interpolated from observed gravity values.
 ME0148
 ME0148;                    North         East    Units  Estimated Accuracy
 ME0148;SPC IN E     -   698,440.       70,400.      MT  (+/- 180 meters Scaled)
 ME0148
 ME0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816990(NAD 83)
 ME0148
 ME0148                          SUPERSEDED SURVEY CONTROL
 ME0148
 ME0148  NGVD 29 (??/??/92)  253.839  (m)          832.80   (f) ADJ UNCH    2 0
 ME0148
 ME0148.Superseded values are not recommended for survey control.
 ME0148
 ME0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0148.See file dsdata.pdf to determine how the superseded data were derived.
 ME0148
 ME0148_MARKER: DB = BENCH MARK DISK
 ME0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0148_SP_SET: BUILDING
 ME0148_STAMPING: B 171 1946
 ME0148_MARK LOGO: CGS
 ME0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0148
 ME0148  HISTORY     - Date     Condition        Report By
 ME0148  HISTORY     - 1946     MONUMENTED       CGS
 ME0148  HISTORY     - 1968     GOOD             CGS
 ME0148  HISTORY     - 19950914 GOOD             USPSQD
 ME0148
 ME0148                          STATION DESCRIPTION
 ME0148
 ME0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0148'AT WAKARUSA.
 ME0148'AT WAKARUSA AT THE COMMUNITY SCHOOL BUILDING, SET VERTICALLY
 ME0148'IN THE EAST FACE OF THE BRICK WALL AT THE HIGH SCHOOL ENTRANCE,
 ME0148'0.2 MILES NORTH OF THE EXCHANGE STATE BANK, 5.8 FT. SOUTH OF THE
 ME0148'CENTER OF THE DOORWAY, ABOUT 3 FT. ABOVE THE SIDE WALK AND
 ME0148'SET IN A DRILL HOLE.
 ME0148
 ME0148                          STATION RECOVERY (1995)
 ME0148
 ME0148'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1210 ***********************************************************************
 MD1210  DESIGNATION -  B 172
 MD1210  PID         -  MD1210
 MD1210  STATE/COUNTY-  IN/KOSCIUSKO
 MD1210  COUNTRY     -  US
 MD1210  USGS QUAD   -  ATWOOD (2019)
 MD1210
 MD1210                         *CURRENT SURVEY CONTROL
 MD1210  ______________________________________________________________________
 MD1210* NAD 83(1986) POSITION- 41 21 40.     (N) 085 58 51.     (W)   SCALED
 MD1210* NAVD 88 ORTHO HEIGHT -   253.743 (meters)      832.49  (feet) ADJUSTED
 MD1210  ______________________________________________________________________
 MD1210  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 MD1210  DYNAMIC HEIGHT  -        253.641 (meters)      832.15  (feet) COMP
 MD1210  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 MD1210
 MD1210  VERT ORDER      -  SECOND    CLASS 0
 MD1210
 MD1210.The horizontal coordinates were scaled from a map and have
 MD1210.an estimated accuracy of +/- 6 seconds.
 MD1210
 MD1210.The orthometric height was determined by differential leveling and
 MD1210.adjusted by the NATIONAL GEODETIC SURVEY
 MD1210.in June 1991.
 MD1210
 MD1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1210.GEOID18 height accuracy estimate available here.
 MD1210
 MD1210.Click photographs - Photos may exist for this station.
 MD1210
 MD1210.The dynamic height is computed by dividing the NAVD 88
 MD1210.geopotential number by the normal gravity value computed on the
 MD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1210.degrees latitude (g = 980.6199 gals.).
 MD1210
 MD1210.The modeled gravity was interpolated from observed gravity values.
 MD1210
 MD1210;                    North         East    Units  Estimated Accuracy
 MD1210;SPC IN E     -   678,710.       73,710.      MT  (+/- 180 meters Scaled)
 MD1210
 MD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL852793(NAD 83)
 MD1210
 MD1210                          SUPERSEDED SURVEY CONTROL
 MD1210
 MD1210  NGVD 29 (??/??/92)  253.871  (m)          832.91   (f) ADJ UNCH    2 0
 MD1210
 MD1210.Superseded values are not recommended for survey control.
 MD1210
 MD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1210.See file dsdata.pdf to determine how the superseded data were derived.
 MD1210
 MD1210_MARKER: DB = BENCH MARK DISK
 MD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1210_STAMPING: B 172 1946
 MD1210_MARK LOGO: CGS
 MD1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1210+STABILITY: SURFACE MOTION
 MD1210
 MD1210  HISTORY     - Date     Condition        Report By
 MD1210  HISTORY     - 1946     MONUMENTED       CGS
 MD1210  HISTORY     - 1989     POOR             USPSQD
 MD1210  HISTORY     - 1990     POOR             USPSQD
 MD1210  HISTORY     - 19960530 MARK NOT FOUND   USPSQD
 MD1210
 MD1210                          STATION DESCRIPTION
 MD1210
 MD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1210'6.5 MI SE FROM NAPPANEE.
 MD1210'IN KOSCIUSKO COUNTY, ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY
 MD1210'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 MD1210'COUNTY, THENCE ABOUT 1.0 MILE EAST ALONG A BLACK-TOP ROAD,
 MD1210'ABOUT 1.0 MILE EAST OF EAST MILLWOOD SCHOOL, IN THE SOUTHEAST
 MD1210'QUARTER OF THE INTERSECTION OF A NORTH-AND-SOUTH GRAVEL ROAD,
 MD1210'19 FEET SOUTH OF THE CENTER LINE OF THE BLACK-TOP ROAD, 21
 MD1210'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 6.0 FEET
 MD1210'EAST OF A STEEL-RAIL CORNER FENCE POST, 3.8 FEET EAST OF A
 MD1210'TELEPHONE POLE, 1.0 FOOT NORTH OF THE FENCE, ABOUT 1 FOOT HIGHER
 MD1210'THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 MD1210'4 INCHES.
 MD1210
 MD1210                          STATION RECOVERY (1989)
 MD1210
 MD1210'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 MD1210'MARK RECOVERED IN POOR CONDITION.
 MD1210
 MD1210                          STATION RECOVERY (1990)
 MD1210
 MD1210'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1210'MARK RECOVERED IN POOR CONDITION.
 MD1210
 MD1210                          STATION RECOVERY (1996)
 MD1210
 MD1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1835 ***********************************************************************
 LA1835  DESIGNATION -  B 173
 LA1835  PID         -  LA1835
 LA1835  STATE/COUNTY-  IN/WABASH
 LA1835  COUNTRY     -  US
 LA1835  USGS QUAD   -  SOMERSET (2019)
 LA1835
 LA1835                         *CURRENT SURVEY CONTROL
 LA1835  ______________________________________________________________________
 LA1835* NAD 83(1986) POSITION- 40 44 18.     (N) 085 48 32.     (W)   SCALED
 LA1835* NAVD 88 ORTHO HEIGHT -   243.608 (meters)      799.24  (feet) ADJUSTED
 LA1835  ______________________________________________________________________
 LA1835  GEOID HEIGHT    -        -34.293 (meters)                     GEOID18
 LA1835  DYNAMIC HEIGHT  -        243.490 (meters)      798.85  (feet) COMP
 LA1835  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 LA1835
 LA1835  VERT ORDER      -  SECOND    CLASS 0
 LA1835
 LA1835.The horizontal coordinates were scaled from a map and have
 LA1835.an estimated accuracy of +/- 6 seconds.
 LA1835
 LA1835.The orthometric height was determined by differential leveling and
 LA1835.adjusted by the NATIONAL GEODETIC SURVEY
 LA1835.in June 1991.
 LA1835
 LA1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1835.GEOID18 height accuracy estimate available here.
 LA1835
 LA1835.Click photographs - Photos may exist for this station.
 LA1835
 LA1835.The dynamic height is computed by dividing the NAVD 88
 LA1835.geopotential number by the normal gravity value computed on the
 LA1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1835.degrees latitude (g = 980.6199 gals.).
 LA1835
 LA1835.The modeled gravity was interpolated from observed gravity values.
 LA1835
 LA1835;                    North         East    Units  Estimated Accuracy
 LA1835;SPC IN E     -   609,510.       87,990.      MT  (+/- 180 meters Scaled)
 LA1835
 LA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL005103(NAD 83)
 LA1835
 LA1835                          SUPERSEDED SURVEY CONTROL
 LA1835
 LA1835  NGVD 29 (??/??/92)  243.736  (m)          799.66   (f) ADJ UNCH    2 0
 LA1835
 LA1835.Superseded values are not recommended for survey control.
 LA1835
 LA1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1835.See file dsdata.pdf to determine how the superseded data were derived.
 LA1835
 LA1835_MARKER: DB = BENCH MARK DISK
 LA1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1835_STAMPING: B 173 1946
 LA1835_MARK LOGO: CGS
 LA1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1835+STABILITY: SURFACE MOTION
 LA1835
 LA1835  HISTORY     - Date     Condition        Report By
 LA1835  HISTORY     - 1946     MONUMENTED       CGS
 LA1835
 LA1835                          STATION DESCRIPTION
 LA1835
 LA1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1835'5.8 MI NE FROM MOUNT VERNON.
 LA1835'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1835'AT MOUNT VERNON, THENCE ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 124,
 LA1835'SET IN THE SOUTHEAST QUARTER OF A GRAVEL CROSSROAD, 45 FEET SOUTH
 LA1835'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE
 LA1835'OF THE GRAVEL ROAD, 4.5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 LA1835'OF THE FENCE LINE, ABOUT 1.5 FEET BELOW THE INTERSECTION, AND SET
 LA1835'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK
 LA1835'MAY BE REACHED FROM THE NEW YORK CENTRAL RAILROAD STATION AT
 LA1835'WABASH BY GOING ABOUT 4.2 MILES SOUTHEAST ALONG THE RAILROAD,
 LA1835'THENCE ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 124 TO A GRAVEL
 LA1835'ROAD CROSSING AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1618 ***********************************************************************
 LA1618  DESIGNATION -  B 174
 LA1618  PID         -  LA1618
 LA1618  STATE/COUNTY-  IN/GRANT
 LA1618  COUNTRY     -  US
 LA1618  USGS QUAD   -  LA FONTAINE (2019)
 LA1618
 LA1618                         *CURRENT SURVEY CONTROL
 LA1618  ______________________________________________________________________
 LA1618* NAD 83(1986) POSITION- 40 37 31.     (N) 085 40 54.     (W)   SCALED
 LA1618* NAVD 88 ORTHO HEIGHT -   250.934 (meters)      823.27  (feet) ADJUSTED
 LA1618  ______________________________________________________________________
 LA1618  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 LA1618  DYNAMIC HEIGHT  -        250.808 (meters)      822.86  (feet) COMP
 LA1618  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 LA1618
 LA1618  VERT ORDER      -  FIRST     CLASS II
 LA1618
 LA1618.The horizontal coordinates were scaled from a map and have
 LA1618.an estimated accuracy of +/- 6 seconds.
 LA1618
 LA1618.The orthometric height was determined by differential leveling and
 LA1618.adjusted by the NATIONAL GEODETIC SURVEY
 LA1618.in June 1991.
 LA1618
 LA1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1618.GEOID18 height accuracy estimate available here.
 LA1618
 LA1618.Click photographs - Photos may exist for this station.
 LA1618
 LA1618.The dynamic height is computed by dividing the NAVD 88
 LA1618.geopotential number by the normal gravity value computed on the
 LA1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1618.degrees latitude (g = 980.6199 gals.).
 LA1618
 LA1618.The modeled gravity was interpolated from observed gravity values.
 LA1618
 LA1618;                    North         East    Units  Estimated Accuracy
 LA1618;SPC IN E     -   596,950.       98,730.      MT  (+/- 180 meters Scaled)
 LA1618
 LA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK115979(NAD 83)
 LA1618
 LA1618                          SUPERSEDED SURVEY CONTROL
 LA1618
 LA1618  NGVD 29 (??/??/92)  251.062  (m)          823.69   (f) ADJ UNCH    1 2
 LA1618
 LA1618.Superseded values are not recommended for survey control.
 LA1618
 LA1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1618.See file dsdata.pdf to determine how the superseded data were derived.
 LA1618
 LA1618_MARKER: DB = BENCH MARK DISK
 LA1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1618_STAMPING: B 174 1946
 LA1618_MARK LOGO: CGS
 LA1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1618+STABILITY: SURFACE MOTION
 LA1618
 LA1618  HISTORY     - Date     Condition        Report By
 LA1618  HISTORY     - 1946     MONUMENTED       CGS
 LA1618  HISTORY     - 1963     GOOD             CGS
 LA1618
 LA1618                          STATION DESCRIPTION
 LA1618
 LA1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1618'5 MI NW FROM MARION.
 LA1618'ABOUT 5.05 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1618'FROM THE STATION AT MARION, SET IN THE SOUTHWEST ANGLE OF A
 LA1618'GRAVEL ROAD CROSSING, ABOUT 1 1/2 POLES NORTHWEST OF POLE 127/30,
 LA1618'47 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 29 FEET
 LA1618'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 25 FEET NORTH
 LA1618'OF POWER POLE NO. GR 1669, 30 FEET SOUTHWEST OF THE CROSSING
 LA1618'WARNING SIGN, 11 FEET SOUTHEAST OF A CONCRETE FENCE CORNER POST,
 LA1618'1 FOOT NORTHEAST OF THE FENCE LINE, ABOUT 1 FOOT ABOVE THE TRACK,
 LA1618'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 LA1618'NOTE-- MARK IS ABOUT 4.15 MILES SOUTHEAST OF THE STATION AT
 LA1618'LA FONTAINE, WABASH COUNTY.  NOTE-- MONUMENT HAS BEEN DISTURBED
 LA1618'DUE TO THE LAYING OF A PIPE LINE.  BY BUCKEYE PIPE LINE COMPANY
 LA1618'OF OHIO --NOVEMBER 1962.
 LA1618
 LA1618                          STATION RECOVERY (1963)
 LA1618
 LA1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LA1618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0304 ***********************************************************************
 LB0304  DESIGNATION -  B 175
 LB0304  PID         -  LB0304
 LB0304  STATE/COUNTY-  IN/MIAMI
 LB0304  COUNTRY     -  US
 LB0304  USGS QUAD   -  PERU (2019)
 LB0304
 LB0304                         *CURRENT SURVEY CONTROL
 LB0304  ______________________________________________________________________
 LB0304* NAD 83(1986) POSITION- 40 45 10.     (N) 086 03 22.     (W)   SCALED
 LB0304* NAVD 88 ORTHO HEIGHT -   197.321 (meters)      647.38  (feet) ADJUSTED
 LB0304  ______________________________________________________________________
 LB0304  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 LB0304  DYNAMIC HEIGHT  -        197.226 (meters)      647.07  (feet) COMP
 LB0304  MODELED GRAVITY -    980,139.7   (mgal)                       NAVD 88
 LB0304
 LB0304  VERT ORDER      -  SECOND    CLASS 0
 LB0304
 LB0304.The horizontal coordinates were scaled from a map and have
 LB0304.an estimated accuracy of +/- 6 seconds.
 LB0304
 LB0304.The orthometric height was determined by differential leveling and
 LB0304.adjusted by the NATIONAL GEODETIC SURVEY
 LB0304.in June 1991.
 LB0304
 LB0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0304.GEOID18 height accuracy estimate available here.
 LB0304
 LB0304.Click photographs - Photos may exist for this station.
 LB0304
 LB0304.The dynamic height is computed by dividing the NAVD 88
 LB0304.geopotential number by the normal gravity value computed on the
 LB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0304.degrees latitude (g = 980.6199 gals.).
 LB0304
 LB0304.The modeled gravity was interpolated from observed gravity values.
 LB0304
 LB0304;                    North         East    Units  Estimated Accuracy
 LB0304;SPC IN E     -   611,180.       67,110.      MT  (+/- 180 meters Scaled)
 LB0304
 LB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796117(NAD 83)
 LB0304
 LB0304                          SUPERSEDED SURVEY CONTROL
 LB0304
 LB0304  NGVD 29 (??/??/92)  197.444  (m)          647.78   (f) ADJ UNCH    2 0
 LB0304
 LB0304.Superseded values are not recommended for survey control.
 LB0304
 LB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0304.See file dsdata.pdf to determine how the superseded data were derived.
 LB0304
 LB0304_MARKER: DB = BENCH MARK DISK
 LB0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0304_SP_SET: BRIDGE CURBING
 LB0304_STAMPING: B 175 1946
 LB0304_MARK LOGO: CGS
 LB0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0304+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 LB0304
 LB0304  HISTORY     - Date     Condition        Report By
 LB0304  HISTORY     - 1946     MONUMENTED       CGS
 LB0304  HISTORY     - 1962     GOOD             LOCSUR
 LB0304  HISTORY     - 1989     GOOD             USPSQD
 LB0304  HISTORY     - 20050802 GOOD             BFSINC
 LB0304
 LB0304                          STATION DESCRIPTION
 LB0304
 LB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0304'AT PERU.
 LB0304'AT PERU, ABOUT 0.4 MILE SOUTH ALONG SOUTH WAYNE STREET FROM
 LB0304'ITS INTERSECTION WITH MAIN STREET, AT A 6 SPAN ARCH BRIDGE
 LB0304'OVER THE WABASH RIVER, SET IN THE TOP OF THE CONCRETE CURBING
 LB0304'AT THE SOUTH END OF THE BRIDGE, 18 FEET WEST OF AND ABOUT
 LB0304'ONE FOOT ABOVE THE CENTER LINE OF THE BRIDGE.
 LB0304
 LB0304                          STATION RECOVERY (1962)
 LB0304
 LB0304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LB0304'RECOVERED IN GOOD CONDITION.
 LB0304
 LB0304                          STATION RECOVERY (1989)
 LB0304
 LB0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0304'RECOVERED IN GOOD CONDITION.
 LB0304
 LB0304                          STATION RECOVERY (2005)
 LB0304
 LB0304'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0304'MARK IS SUSPECT.  EXISTING BRIDGE PLAQUE STATES CONSTRUCTION IN 1974.
 LB0304'IT IS LIKELY THE MARK WAS RESET, PUBLISHED ELEVATION SHOULD BE
 LB0304'CONFIRMED IF POSSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0345 ***********************************************************************
 ME0345  DESIGNATION -  B 176
 ME0345  PID         -  ME0345
 ME0345  STATE/COUNTY-  IN/MARSHALL
 ME0345  COUNTRY     -  US
 ME0345  USGS QUAD   -  ARGOS (2019)
 ME0345
 ME0345                         *CURRENT SURVEY CONTROL
 ME0345  ______________________________________________________________________
 ME0345* NAD 83(1986) POSITION- 41 10 20.     (N) 086 08 44.     (W)   SCALED
 ME0345* NAVD 88 ORTHO HEIGHT -   250.843 (meters)      822.97  (feet) ADJUSTED
 ME0345  ______________________________________________________________________
 ME0345  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME0345  DYNAMIC HEIGHT  -        250.736 (meters)      822.62  (feet) COMP
 ME0345  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 ME0345
 ME0345  VERT ORDER      -  SECOND    CLASS 0
 ME0345
 ME0345.The horizontal coordinates were scaled from a map and have
 ME0345.an estimated accuracy of +/- 6 seconds.
 ME0345
 ME0345.The orthometric height was determined by differential leveling and
 ME0345.adjusted by the NATIONAL GEODETIC SURVEY
 ME0345.in June 1991.
 ME0345
 ME0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0345.GEOID18 height accuracy estimate available here.
 ME0345
 ME0345.Click photographs - Photos may exist for this station.
 ME0345
 ME0345.The dynamic height is computed by dividing the NAVD 88
 ME0345.geopotential number by the normal gravity value computed on the
 ME0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0345.degrees latitude (g = 980.6199 gals.).
 ME0345
 ME0345.The modeled gravity was interpolated from observed gravity values.
 ME0345
 ME0345;                    North         East    Units  Estimated Accuracy
 ME0345;SPC IN E     -   657,790.       59,820.      MT  (+/- 180 meters Scaled)
 ME0345
 ME0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716582(NAD 83)
 ME0345
 ME0345                          SUPERSEDED SURVEY CONTROL
 ME0345
 ME0345  NGVD 29 (??/??/92)  250.963  (m)          823.37   (f) ADJ UNCH    2 0
 ME0345
 ME0345.Superseded values are not recommended for survey control.
 ME0345
 ME0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0345.See file dsdata.pdf to determine how the superseded data were derived.
 ME0345
 ME0345_MARKER: DB = BENCH MARK DISK
 ME0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0345_STAMPING: B 176 1946
 ME0345_MARK LOGO: CGS
 ME0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0345+STABILITY: SURFACE MOTION
 ME0345
 ME0345  HISTORY     - Date     Condition        Report By
 ME0345  HISTORY     - 1946     MONUMENTED       CGS
 ME0345  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0345
 ME0345                          STATION DESCRIPTION
 ME0345
 ME0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0345'6 MI W FROM MENTONE.
 ME0345'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0345'CHURCH AT MENTONE, THENCE 1.5 MILE WEST ALONG THE MARSHALL-FULTON
 ME0345'COUNTY LINE ROAD, ABOUT 0.4 MILE WEST OF THE JUNCTION WITH A
 ME0345'GRAVEL LEADING SOUTH, AT A TWO-STORY WHITE FARM HOUSE ON THE NORTH
 ME0345'SIDE OF THE ROAD, 55 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 ME0345'OF THE HOUSE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME0345'40 FEET NORTHWEST AND ACROSS THE ROAD FROM POWER POLE 278/576, 28
 ME0345'FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 41 FEET WEST OF THE CENTER
 ME0345'OF THE CONCRETE STEPS IN THE SIDEWALK FROM THE ROAD TO THE HOUSE
 ME0345'ENTRANCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 ME0345'ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0345'ABOUT 6 INCHES.
 ME0345
 ME0345                          STATION RECOVERY (2011)
 ME0345
 ME0345'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0346 ***********************************************************************
 ME0346  DESIGNATION -  B 176 RESET
 ME0346  PID         -  ME0346
 ME0346  STATE/COUNTY-  IN/MARSHALL
 ME0346  COUNTRY     -  US
 ME0346  USGS QUAD   -  ARGOS (2019)
 ME0346
 ME0346                         *CURRENT SURVEY CONTROL
 ME0346  ______________________________________________________________________
 ME0346* NAD 83(1986) POSITION- 41 10 20.     (N) 086 08 44.     (W)   SCALED
 ME0346* NAVD 88 ORTHO HEIGHT -   251.28  (meters)      824.4   (feet) RESET
 ME0346  ______________________________________________________________________
 ME0346  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME0346  VERT ORDER      -  THIRD
 ME0346
 ME0346.The horizontal coordinates were scaled from a map and have
 ME0346.an estimated accuracy of +/- 6 seconds.
 ME0346
 ME0346.The orthometric height was computed from unverified reset data.
 ME0346
 ME0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0346.GEOID18 height accuracy estimate available here.
 ME0346
 ME0346.Click photographs - Photos may exist for this station.
 ME0346
 ME0346;                    North         East    Units  Estimated Accuracy
 ME0346;SPC IN E     -   657,790.       59,820.      MT  (+/- 180 meters Scaled)
 ME0346
 ME0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716582(NAD 83)
 ME0346
 ME0346                          SUPERSEDED SURVEY CONTROL
 ME0346
 ME0346.No superseded survey control is available for this station.
 ME0346
 ME0346_MARKER: DB = BENCH MARK DISK
 ME0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0346_STAMPING: B 176 RESET 1957
 ME0346_MARK LOGO: CGS
 ME0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0346+STABILITY: SURFACE MOTION
 ME0346
 ME0346  HISTORY     - Date     Condition        Report By
 ME0346  HISTORY     - 1957     MONUMENTED       INHD
 ME0346  HISTORY     - 1987     POOR             USPSQD
 ME0346  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0346
 ME0346                          STATION DESCRIPTION
 ME0346
 ME0346'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1957
 ME0346'6 MI W FROM MENTONE.
 ME0346'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0346'CHURCH AT MENTONE, THENCE 1.5 MILES WEST ALONG THE MARSHALL-FULTON
 ME0346'COUNTY LINE ROAD, ON STATE ROAD 110 RIGHT OF WAY, 50 FEET NORTH
 ME0346'OF STATION 229+35 AND ACROSS THE ROAD FROM NIPSCO POWER POLE
 ME0346'292-168.
 ME0346
 ME0346                          STATION RECOVERY (1987)
 ME0346
 ME0346'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0346'MARK RECOVERED IN POOR CONDITION.
 ME0346
 ME0346                          STATION RECOVERY (2011)
 ME0346
 ME0346'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0451 ***********************************************************************
 ME0451  DESIGNATION -  B 177
 ME0451  PID         -  ME0451
 ME0451  STATE/COUNTY-  IN/FULTON
 ME0451  COUNTRY     -  US
 ME0451  USGS QUAD   -  ROCHESTER (2019)
 ME0451
 ME0451                         *CURRENT SURVEY CONTROL
 ME0451  ______________________________________________________________________
 ME0451* NAD 83(1986) POSITION- 41 03 45.     (N) 086 11 25.     (W)   SCALED
 ME0451* NAVD 88 ORTHO HEIGHT -   239.843 (meters)      786.88  (feet) ADJUSTED
 ME0451  ______________________________________________________________________
 ME0451  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0451  DYNAMIC HEIGHT  -        239.738 (meters)      786.54  (feet) COMP
 ME0451  MODELED GRAVITY -    980,181.4   (mgal)                       NAVD 88
 ME0451
 ME0451  VERT ORDER      -  SECOND    CLASS 0
 ME0451
 ME0451.This mark is at Fulton County Airport (RCR)
 ME0451
 ME0451.The horizontal coordinates were scaled from a map and have
 ME0451.an estimated accuracy of +/- 6 seconds.
 ME0451
 ME0451.The orthometric height was determined by differential leveling and
 ME0451.adjusted by the NATIONAL GEODETIC SURVEY
 ME0451.in June 1991.
 ME0451
 ME0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0451.GEOID18 height accuracy estimate available here.
 ME0451
 ME0451.Click photographs - Photos may exist for this station.
 ME0451
 ME0451.The dynamic height is computed by dividing the NAVD 88
 ME0451.geopotential number by the normal gravity value computed on the
 ME0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0451.degrees latitude (g = 980.6199 gals.).
 ME0451
 ME0451.The modeled gravity was interpolated from observed gravity values.
 ME0451
 ME0451;                    North         East    Units  Estimated Accuracy
 ME0451;SPC IN E     -   645,630.       55,990.      MT  (+/- 180 meters Scaled)
 ME0451
 ME0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL680460(NAD 83)
 ME0451
 ME0451                          SUPERSEDED SURVEY CONTROL
 ME0451
 ME0451  NGVD 29 (??/??/92)  239.965  (m)          787.29   (f) ADJ UNCH    2 0
 ME0451
 ME0451.Superseded values are not recommended for survey control.
 ME0451
 ME0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0451.See file dsdata.pdf to determine how the superseded data were derived.
 ME0451
 ME0451_MARKER: DB = BENCH MARK DISK
 ME0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0451_STAMPING: B 177 1946
 ME0451_MARK LOGO: CGS
 ME0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0451+STABILITY: SURFACE MOTION
 ME0451
 ME0451  HISTORY     - Date     Condition        Report By
 ME0451  HISTORY     - 1946     MONUMENTED       CGS
 ME0451  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0451  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0451
 ME0451                          STATION DESCRIPTION
 ME0451
 ME0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0451'1.3 MI E FROM ROCHESTER.
 ME0451'ABOUT 1.3 MILE EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY
 ME0451'COURT HOUSE AT ROCHESTER, AT THE ROCHESTER AIRPORT, AT THE NORTHEAST
 ME0451'CORNER OF THE EAST WING OF THE SHEET METAL HANGER BUILDING, 2.5
 ME0451'FEET WEST OF THE NORTHEAST CORNER OF THE HANGER, 1 FOOT NORTH
 ME0451'OF THE NORTH FACE OF THE BUILDING, 2 FEET WEST OF A WHITE WOODEN
 ME0451'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0451'ABOUT 6 INCHES.
 ME0451
 ME0451                          STATION RECOVERY (1990)
 ME0451
 ME0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0451'MARK NOT FOUND.
 ME0451
 ME0451                          STATION RECOVERY (1992)
 ME0451
 ME0451'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1688 ***********************************************************************
 LA1688  DESIGNATION -  B 178
 LA1688  PID         -  LA1688
 LA1688  STATE/COUNTY-  IN/WABASH
 LA1688  COUNTRY     -  US
 LA1688  USGS QUAD   -  ROANN (2019)
 LA1688
 LA1688                         *CURRENT SURVEY CONTROL
 LA1688  ______________________________________________________________________
 LA1688* NAD 83(1986) POSITION- 40 59 58.     (N) 085 53 23.     (W)   SCALED
 LA1688* NAVD 88 ORTHO HEIGHT -   248.404 (meters)      814.97  (feet) ADJUSTED
 LA1688  ______________________________________________________________________
 LA1688  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 LA1688  DYNAMIC HEIGHT  -        248.291 (meters)      814.60  (feet) COMP
 LA1688  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 LA1688
 LA1688  VERT ORDER      -  SECOND    CLASS 0
 LA1688
 LA1688.The horizontal coordinates were scaled from a map and have
 LA1688.an estimated accuracy of +/- 6 seconds.
 LA1688
 LA1688.The orthometric height was determined by differential leveling and
 LA1688.adjusted by the NATIONAL GEODETIC SURVEY
 LA1688.in June 1991.
 LA1688
 LA1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1688.GEOID18 height accuracy estimate available here.
 LA1688
 LA1688.Click photographs - Photos may exist for this station.
 LA1688
 LA1688.The dynamic height is computed by dividing the NAVD 88
 LA1688.geopotential number by the normal gravity value computed on the
 LA1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1688.degrees latitude (g = 980.6199 gals.).
 LA1688
 LA1688.The modeled gravity was interpolated from observed gravity values.
 LA1688
 LA1688;                    North         East    Units  Estimated Accuracy
 LA1688;SPC IN E     -   638,520.       81,230.      MT  (+/- 180 meters Scaled)
 LA1688
 LA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933392(NAD 83)
 LA1688
 LA1688                          SUPERSEDED SURVEY CONTROL
 LA1688
 LA1688  NGVD 29 (??/??/92)  248.530  (m)          815.39   (f) ADJ UNCH    2 0
 LA1688
 LA1688.Superseded values are not recommended for survey control.
 LA1688
 LA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1688.See file dsdata.pdf to determine how the superseded data were derived.
 LA1688
 LA1688_MARKER: DB = BENCH MARK DISK
 LA1688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1688_SP_SET: CULVERT HEADWALL
 LA1688_STAMPING: B 178 1946
 LA1688_MARK LOGO: CGS
 LA1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1688+STABILITY: SURFACE MOTION
 LA1688
 LA1688  HISTORY     - Date     Condition        Report By
 LA1688  HISTORY     - 1946     MONUMENTED       CGS
 LA1688
 LA1688                          STATION DESCRIPTION
 LA1688
 LA1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1688'5 MI S FROM SILVER LAKE.
 LA1688'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 LA1688'AT SILVER LAKE, IN THE NORTHEAST QUARTER OF THE INTERSECTION WITH
 LA1688'STATE HIGHWAY 114, SET IN THE TOP OF THE WEST END OF THE NORTH
 LA1688'CONCRETE HEADWALL OF A 24-INCH CORRUGATED STEEL PIPE CULVERT
 LA1688'UNDER HIGHWAY 114, 126 FEET EAST OF THE CENTER LINE OF HIGHWAY
 LA1688'15, 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY 114, 1 FOOT EAST
 LA1688'OF THE WEST END OF THE HEADWALL, ABOUT LEVEL WITH THE
 LA1688'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0458 ***********************************************************************
 ME0458  DESIGNATION -  B 179
 ME0458  PID         -  ME0458
 ME0458  STATE/COUNTY-  IN/FULTON
 ME0458  COUNTRY     -  US
 ME0458  USGS QUAD   -  PERSHING (2019)
 ME0458
 ME0458                         *CURRENT SURVEY CONTROL
 ME0458  ______________________________________________________________________
 ME0458* NAD 83(1986) POSITION- 41 03 16.     (N) 086 17 59.     (W)   SCALED
 ME0458* NAVD 88 ORTHO HEIGHT -   230.734 (meters)      757.00  (feet) ADJUSTED
 ME0458  ______________________________________________________________________
 ME0458  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME0458  DYNAMIC HEIGHT  -        230.636 (meters)      756.68  (feet) COMP
 ME0458  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 ME0458
 ME0458  VERT ORDER      -  SECOND    CLASS 0
 ME0458
 ME0458.The horizontal coordinates were scaled from a map and have
 ME0458.an estimated accuracy of +/- 6 seconds.
 ME0458
 ME0458.The orthometric height was determined by differential leveling and
 ME0458.adjusted by the NATIONAL GEODETIC SURVEY
 ME0458.in June 1991.
 ME0458
 ME0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0458.GEOID18 height accuracy estimate available here.
 ME0458
 ME0458.Click photographs - Photos may exist for this station.
 ME0458
 ME0458.The dynamic height is computed by dividing the NAVD 88
 ME0458.geopotential number by the normal gravity value computed on the
 ME0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0458.degrees latitude (g = 980.6199 gals.).
 ME0458
 ME0458.The modeled gravity was interpolated from observed gravity values.
 ME0458
 ME0458;                    North         East    Units  Estimated Accuracy
 ME0458;SPC IN E     -   644,800.       46,780.      MT  (+/- 180 meters Scaled)
 ME0458
 ME0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588450(NAD 83)
 ME0458
 ME0458                          SUPERSEDED SURVEY CONTROL
 ME0458
 ME0458  NGVD 29 (??/??/92)  230.859  (m)          757.41   (f) ADJ UNCH    2 0
 ME0458
 ME0458.Superseded values are not recommended for survey control.
 ME0458
 ME0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0458.See file dsdata.pdf to determine how the superseded data were derived.
 ME0458
 ME0458_MARKER: DB = BENCH MARK DISK
 ME0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0458_STAMPING: B 179 1946
 ME0458_MARK LOGO: CGS
 ME0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0458+STABILITY: SURFACE MOTION
 ME0458
 ME0458  HISTORY     - Date     Condition        Report By
 ME0458  HISTORY     - 1946     MONUMENTED       CGS
 ME0458  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0458
 ME0458                          STATION DESCRIPTION
 ME0458
 ME0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0458'5.1 MI SW FROM ROCHESTER.
 ME0458'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 ME0458'AT ROCHESTER, THENCE ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY
 ME0458'14, AT A GRAVEL CROSS ROAD, 108 FEET SOUTHEAST AND ACROSS THE
 ME0458'HIGHWAY FROM THE SOUTHEAST CORNER OF A TWO STORY HOUSE, 52 FEET
 ME0458'EAST-SOUTHEAST OF A 16 INCH TWIN TRUNK TREE, 31 FEET SOUTH OF
 ME0458'THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE
 ME0458'OF THE GRAVEL ROAD, 3 FEET EAST OF A VERTICAL RAILROAD RAIL FENCE
 ME0458'CORNER POST, ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE TOP
 ME0458'OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0458
 ME0458                          STATION RECOVERY (1992)
 ME0458
 ME0458'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0239 ***********************************************************************
 LB0239  DESIGNATION -  B 180
 LB0239  PID         -  LB0239
 LB0239  STATE/COUNTY-  IN/MIAMI
 LB0239  COUNTRY     -  US
 LB0239  USGS QUAD   -  PERU (2019)
 LB0239
 LB0239                         *CURRENT SURVEY CONTROL
 LB0239  ______________________________________________________________________
 LB0239* NAD 83(1986) POSITION- 40 47 10.     (N) 086 03 08.     (W)   SCALED
 LB0239* NAVD 88 ORTHO HEIGHT -   209.682 (meters)      687.93  (feet) ADJUSTED
 LB0239  ______________________________________________________________________
 LB0239  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 LB0239  DYNAMIC HEIGHT  -        209.582 (meters)      687.60  (feet) COMP
 LB0239  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 LB0239
 LB0239  VERT ORDER      -  SECOND    CLASS 0
 LB0239
 LB0239.The horizontal coordinates were scaled from a map and have
 LB0239.an estimated accuracy of +/- 6 seconds.
 LB0239
 LB0239.The orthometric height was determined by differential leveling and
 LB0239.adjusted by the NATIONAL GEODETIC SURVEY
 LB0239.in June 1991.
 LB0239
 LB0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0239.GEOID18 height accuracy estimate available here.
 LB0239
 LB0239.Click photographs - Photos may exist for this station.
 LB0239
 LB0239.The dynamic height is computed by dividing the NAVD 88
 LB0239.geopotential number by the normal gravity value computed on the
 LB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0239.degrees latitude (g = 980.6199 gals.).
 LB0239
 LB0239.The modeled gravity was interpolated from observed gravity values.
 LB0239
 LB0239;                    North         East    Units  Estimated Accuracy
 LB0239;SPC IN E     -   614,880.       67,460.      MT  (+/- 180 meters Scaled)
 LB0239
 LB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL799154(NAD 83)
 LB0239
 LB0239                          SUPERSEDED SURVEY CONTROL
 LB0239
 LB0239  NGVD 29 (??/??/92)  209.804  (m)          688.33   (f) ADJ UNCH    2 0
 LB0239
 LB0239.Superseded values are not recommended for survey control.
 LB0239
 LB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0239.See file dsdata.pdf to determine how the superseded data were derived.
 LB0239
 LB0239_MARKER: DB = BENCH MARK DISK
 LB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0239_STAMPING: B 180 1946
 LB0239_MARK LOGO: CGS
 LB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0239+STABILITY: SURFACE MOTION
 LB0239
 LB0239  HISTORY     - Date     Condition        Report By
 LB0239  HISTORY     - 1946     MONUMENTED       CGS
 LB0239  HISTORY     - 1989     GOOD             USPSQD
 LB0239
 LB0239                          STATION DESCRIPTION
 LB0239
 LB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0239'2.8 MI NE FROM PERU.
 LB0239'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE
 LB0239'COURT HOUSE AT PERU, ABOUT 150 YARDS SOUTH OF A TEXACO SERVICE
 LB0239'STATION AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 44 FEET
 LB0239'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF
 LB0239'THE CENTER LINE OF THE GRAVEL ROAD LEADING WEST, 54 FEET
 LB0239'SOUTHWEST OF THE CENTER LINE OF A DRIVE WAY LEADING TO A WHITE
 LB0239'HOUSE ON THE WEST SIDE OF THE HIGHWAY, 35 FEET NORTHEAST OF
 LB0239'TELEPHONE POLE NO. B 10/1, 10 FEET SOUTHWEST OF AN 8 INCH TREE,
 LB0239'1 FOOT BELOW THE HIGHWAY, SET ON THE SOUTHEAST EDGE OF A NURSERY,
 LB0239'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0239
 LB0239                          STATION RECOVERY (1989)
 LB0239
 LB0239'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0194 ***********************************************************************
 LB0194  DESIGNATION -  B 181
 LB0194  PID         -  LB0194
 LB0194  STATE/COUNTY-  IN/FULTON
 LB0194  COUNTRY     -  US
 LB0194  USGS QUAD   -  MACY (2019)
 LB0194
 LB0194                         *CURRENT SURVEY CONTROL
 LB0194  ______________________________________________________________________
 LB0194* NAD 83(1986) POSITION- 40 56 46.     (N) 086 14 53.     (W)   SCALED
 LB0194* NAVD 88 ORTHO HEIGHT -   243.167 (meters)      797.79  (feet) ADJUSTED
 LB0194  ______________________________________________________________________
 LB0194  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 LB0194  DYNAMIC HEIGHT  -        243.059 (meters)      797.44  (feet) COMP
 LB0194  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 LB0194
 LB0194  VERT ORDER      -  SECOND    CLASS 0
 LB0194
 LB0194.The horizontal coordinates were scaled from a map and have
 LB0194.an estimated accuracy of +/- 6 seconds.
 LB0194
 LB0194.The orthometric height was determined by differential leveling and
 LB0194.adjusted by the NATIONAL GEODETIC SURVEY
 LB0194.in June 1991.
 LB0194
 LB0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0194.GEOID18 height accuracy estimate available here.
 LB0194
 LB0194.Click photographs - Photos may exist for this station.
 LB0194
 LB0194.The dynamic height is computed by dividing the NAVD 88
 LB0194.geopotential number by the normal gravity value computed on the
 LB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0194.degrees latitude (g = 980.6199 gals.).
 LB0194
 LB0194.The modeled gravity was interpolated from observed gravity values.
 LB0194
 LB0194;                    North         East    Units  Estimated Accuracy
 LB0194;SPC IN E     -   632,740.       51,050.      MT  (+/- 180 meters Scaled)
 LB0194
 LB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL632330(NAD 83)
 LB0194
 LB0194                          SUPERSEDED SURVEY CONTROL
 LB0194
 LB0194  NGVD 29 (??/??/92)  243.286  (m)          798.18   (f) ADJ UNCH    2 0
 LB0194
 LB0194.Superseded values are not recommended for survey control.
 LB0194
 LB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0194.See file dsdata.pdf to determine how the superseded data were derived.
 LB0194
 LB0194_MARKER: DB = BENCH MARK DISK
 LB0194_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0194_STAMPING: B 181 1946
 LB0194_MARK LOGO: CGS
 LB0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0194
 LB0194  HISTORY     - Date     Condition        Report By
 LB0194  HISTORY     - 1946     MONUMENTED       CGS
 LB0194  HISTORY     - 1989     GOOD             USPSQD
 LB0194
 LB0194                          STATION DESCRIPTION
 LB0194
 LB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0194'0.9 MI E FROM FULTON.
 LB0194'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0194'AT FULTON, THENCE ABOUT 0.75 MILE EAST ALONG A GRAVEL ROAD, 0.6
 LB0194'MILE EAST OF THE FULTON HIGH SCHOOL, SET IN THE SOUTH FACE OF A
 LB0194'30 BY 30 INCH CONCRETE FENCE CORNER POST, AT A DRIVE WAY LEADING
 LB0194'TO A FARM ON THE NORTH SIDE OF THE ROAD, 20 FEET NORTH OF THE
 LB0194'CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE
 LB0194'DRIVE WAY, ABOUT 3 FEET ABOVE THE GROUND, AND SET IN A DRILL HOLE.
 LB0194
 LB0194                          STATION RECOVERY (1989)
 LB0194
 LB0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1042 ***********************************************************************
 MD1042  DESIGNATION -  B 182
 MD1042  PID         -  MD1042
 MD1042  STATE/COUNTY-  IN/KOSCIUSKO
 MD1042  COUNTRY     -  US
 MD1042  USGS QUAD   -  WARSAW (2019)
 MD1042
 MD1042                         *CURRENT SURVEY CONTROL
 MD1042  ______________________________________________________________________
 MD1042* NAD 83(1986) POSITION- 41 12 54.     (N) 085 51 48.     (W)   SCALED
 MD1042* NAVD 88 ORTHO HEIGHT -   258.982 (meters)      849.68  (feet) ADJUSTED
 MD1042  ______________________________________________________________________
 MD1042  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 MD1042  DYNAMIC HEIGHT  -        258.871 (meters)      849.31  (feet) COMP
 MD1042  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 MD1042
 MD1042  VERT ORDER      -  FIRST     CLASS II
 MD1042
 MD1042.The horizontal coordinates were scaled from a map and have
 MD1042.an estimated accuracy of +/- 6 seconds.
 MD1042
 MD1042.The orthometric height was determined by differential leveling and
 MD1042.adjusted by the NATIONAL GEODETIC SURVEY
 MD1042.in June 1991.
 MD1042
 MD1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1042.GEOID18 height accuracy estimate available here.
 MD1042
 MD1042.Click photographs - Photos may exist for this station.
 MD1042
 MD1042.The dynamic height is computed by dividing the NAVD 88
 MD1042.geopotential number by the normal gravity value computed on the
 MD1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1042.degrees latitude (g = 980.6199 gals.).
 MD1042
 MD1042.The modeled gravity was interpolated from observed gravity values.
 MD1042
 MD1042;                    North         East    Units  Estimated Accuracy
 MD1042;SPC IN E     -   662,450.       83,510.      MT  (+/- 180 meters Scaled)
 MD1042
 MD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL952632(NAD 83)
 MD1042
 MD1042                          SUPERSEDED SURVEY CONTROL
 MD1042
 MD1042  NGVD 29 (??/??/92)  259.114  (m)          850.11   (f) ADJ UNCH    1 2
 MD1042
 MD1042.Superseded values are not recommended for survey control.
 MD1042
 MD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1042.See file dsdata.pdf to determine how the superseded data were derived.
 MD1042
 MD1042_MARKER: DB = BENCH MARK DISK
 MD1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1042_STAMPING: B 182 1946
 MD1042_MARK LOGO: CGS
 MD1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1042+STABILITY: SURFACE MOTION
 MD1042
 MD1042  HISTORY     - Date     Condition        Report By
 MD1042  HISTORY     - 1946     MONUMENTED       CGS
 MD1042  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MD1042  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1042
 MD1042                          STATION DESCRIPTION
 MD1042
 MD1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1042'1.9 MI S FROM WARSAW.
 MD1042'1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1042'STATION AT WARSAW, ABOUT 0.5 MILE SOUTH OF MILE POST 81, ACROSS
 MD1042'THE TRACK FROM POLE 81/20, 330 FEET SOUTHWEST OF THE WEST END OF
 MD1042'CULVERT NO. 158, 57 FEET WEST AND ACROSS THE TRACK FROM POLE NO.
 MD1042'81/20, 30 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE WEST
 MD1042'RIGHT-OF-WAY FENCE, ABOUT 3 FEET BELOW THE TRACK, AND SET IN THE
 MD1042'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MD1042
 MD1042                          STATION RECOVERY (1987)
 MD1042
 MD1042'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBB)
 MD1042'MARK NOT FOUND.
 MD1042
 MD1042                          STATION RECOVERY (1992)
 MD1042
 MD1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1042'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0147 ***********************************************************************
 LB0147  DESIGNATION -  B 183
 LB0147  PID         -  LB0147
 LB0147  STATE/COUNTY-  IN/CASS
 LB0147  COUNTRY     -  US
 LB0147  USGS QUAD   -  LOGANSPORT (2019)
 LB0147
 LB0147                         *CURRENT SURVEY CONTROL
 LB0147  ______________________________________________________________________
 LB0147* NAD 83(1986) POSITION- 40 51 59.     (N) 086 20 32.     (W)   SCALED
 LB0147* NAVD 88 ORTHO HEIGHT -   239.682 (meters)      786.36  (feet) ADJUSTED
 LB0147  ______________________________________________________________________
 LB0147  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 LB0147  DYNAMIC HEIGHT  -        239.573 (meters)      786.00  (feet) COMP
 LB0147  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 LB0147
 LB0147  VERT ORDER      -  SECOND    CLASS 0
 LB0147
 LB0147.The horizontal coordinates were scaled from a map and have
 LB0147.an estimated accuracy of +/- 6 seconds.
 LB0147
 LB0147.The orthometric height was determined by differential leveling and
 LB0147.adjusted by the NATIONAL GEODETIC SURVEY
 LB0147.in June 1991.
 LB0147
 LB0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0147.GEOID18 height accuracy estimate available here.
 LB0147
 LB0147.Click photographs - Photos may exist for this station.
 LB0147
 LB0147.The dynamic height is computed by dividing the NAVD 88
 LB0147.geopotential number by the normal gravity value computed on the
 LB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0147.degrees latitude (g = 980.6199 gals.).
 LB0147
 LB0147.The modeled gravity was interpolated from observed gravity values.
 LB0147
 LB0147;                    North         East    Units  Estimated Accuracy
 LB0147;SPC IN E     -   623,940.       43,050.      MT  (+/- 180 meters Scaled)
 LB0147
 LB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL554241(NAD 83)
 LB0147
 LB0147                          SUPERSEDED SURVEY CONTROL
 LB0147
 LB0147  NGVD 29 (??/??/92)  239.796  (m)          786.73   (f) ADJ UNCH    2 0
 LB0147
 LB0147.Superseded values are not recommended for survey control.
 LB0147
 LB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0147.See file dsdata.pdf to determine how the superseded data were derived.
 LB0147
 LB0147_MARKER: DB = BENCH MARK DISK
 LB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0147_STAMPING: B 183 1946
 LB0147_MARK LOGO: CGS
 LB0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0147+STABILITY: SURFACE MOTION
 LB0147
 LB0147  HISTORY     - Date     Condition        Report By
 LB0147  HISTORY     - 1946     MONUMENTED       CGS
 LB0147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0147  HISTORY     - 19960724 MARK NOT FOUND   NGS
 LB0147
 LB0147                          STATION DESCRIPTION
 LB0147
 LB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0147'1.6 MI W FROM METEA.
 LB0147'1.6 MILES WEST ALONG STATE HIGHWAY 16 FROM ITS INTERSECTION
 LB0147'WITH STATE HIGHWAY 25 AT METEA, ABOUT 0.5 MILE EAST OF THE
 LB0147'INTERSECTION OF A NORTH-SOUTH DIRT ROAD, SET IN THE SOUTHWEST
 LB0147'QUARTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 70
 LB0147'FEET SOUTH AND ACROSS THE HIGHWAY FROM A 30 INCH TREE, 41 FEET
 LB0147'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF POWER
 LB0147'POLE NO. 125/86, 16 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB0147'ROAD, 1 FOOT EAST OF THE FENCE LINE, ABOUT 0.5 FOOT ABOVE THE
 LB0147'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0147'6 INCHES.
 LB0147
 LB0147                          STATION RECOVERY (1989)
 LB0147
 LB0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0147'MARK NOT FOUND.
 LB0147
 LB0147                          STATION RECOVERY (1996)
 LB0147
 LB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (LB)
 LB0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0404 ***********************************************************************
 LB0404  DESIGNATION -  B 184
 LB0404  PID         -  LB0404
 LB0404  STATE/COUNTY-  IN/HAMILTON
 LB0404  COUNTRY     -  US
 LB0404  USGS QUAD   -  WESTFIELD (2019)
 LB0404
 LB0404                         *CURRENT SURVEY CONTROL
 LB0404  ______________________________________________________________________
 LB0404* NAD 83(1986) POSITION- 40 07 21.     (N) 086 12 11.     (W)   SCALED
 LB0404* NAVD 88 ORTHO HEIGHT -   292.759 (meters)      960.49  (feet) ADJUSTED
 LB0404  ______________________________________________________________________
 LB0404  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 LB0404  DYNAMIC HEIGHT  -        292.597 (meters)      959.96  (feet) COMP
 LB0404  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LB0404
 LB0404  VERT ORDER      -  SECOND    CLASS 0
 LB0404
 LB0404.The horizontal coordinates were scaled from a map and have
 LB0404.an estimated accuracy of +/- 6 seconds.
 LB0404
 LB0404.The orthometric height was determined by differential leveling and
 LB0404.adjusted by the NATIONAL GEODETIC SURVEY
 LB0404.in June 1991.
 LB0404
 LB0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0404.GEOID18 height accuracy estimate available here.
 LB0404
 LB0404.Click photographs - Photos may exist for this station.
 LB0404
 LB0404.The dynamic height is computed by dividing the NAVD 88
 LB0404.geopotential number by the normal gravity value computed on the
 LB0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0404.degrees latitude (g = 980.6199 gals.).
 LB0404
 LB0404.The modeled gravity was interpolated from observed gravity values.
 LB0404
 LB0404;                    North         East    Units  Estimated Accuracy
 LB0404;SPC IN E     -   541,260.       54,280.      MT  (+/- 180 meters Scaled)
 LB0404
 LB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK679416(NAD 83)
 LB0404
 LB0404                          SUPERSEDED SURVEY CONTROL
 LB0404
 LB0404  NGVD 29 (??/??/92)  292.867  (m)          960.85   (f) ADJ UNCH    2 0
 LB0404
 LB0404.Superseded values are not recommended for survey control.
 LB0404
 LB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0404.See file dsdata.pdf to determine how the superseded data were derived.
 LB0404
 LB0404_MARKER: DB = BENCH MARK DISK
 LB0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0404_STAMPING: B 184 1946
 LB0404_MARK LOGO: CGS
 LB0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0404+STABILITY: SURFACE MOTION
 LB0404
 LB0404  HISTORY     - Date     Condition        Report By
 LB0404  HISTORY     - 1946     MONUMENTED       CGS
 LB0404  HISTORY     - 1953     MARK NOT FOUND   CGS
 LB0404
 LB0404                          STATION DESCRIPTION
 LB0404
 LB0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0404'1.2 MI SE FROM SHERIDAN.
 LB0404'ABOUT 1.15 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 LB0404'LOUISVILLE RAILWAY FROM THE STATION AT SHERIDAN, SET IN THE
 LB0404'NORTHEAST QUARTER OF A BLACK TOP ROAD CROSSING, 54 FEET SOUTHWEST
 LB0404'OF THE SOUTHWEST CORNER OF A WHITE HOUSE ON THE EAST SIDE OF THE
 LB0404'NORTH-SOUTH ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LB0404'15 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.5 FEET SOUTHWEST OF
 LB0404'THE RIGHT-OF-WAY FENCE LINE, ABOUT 0.5 FOOT BELOW THE CROSSING,
 LB0404'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB0404
 LB0404                          STATION RECOVERY (1953)
 LB0404
 LB0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 LB0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0279 ***********************************************************************
 ME0279  DESIGNATION -  B 185
 ME0279  PID         -  ME0279
 ME0279  STATE/COUNTY-  IN/MARSHALL
 ME0279  COUNTRY     -  US
 ME0279  USGS QUAD   -  DONALDSON (2019)
 ME0279
 ME0279                         *CURRENT SURVEY CONTROL
 ME0279  ______________________________________________________________________
 ME0279* NAD 83(1986) POSITION- 41 20 58.     (N) 086 22 29.     (W)   SCALED
 ME0279* NAVD 88 ORTHO HEIGHT -   252.950 (meters)      829.89  (feet) ADJUSTED
 ME0279  ______________________________________________________________________
 ME0279  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 ME0279  DYNAMIC HEIGHT  -        252.846 (meters)      829.55  (feet) COMP
 ME0279  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME0279
 ME0279  VERT ORDER      -  FIRST     CLASS I
 ME0279
 ME0279.The horizontal coordinates were scaled from a map and have
 ME0279.an estimated accuracy of +/- 6 seconds.
 ME0279
 ME0279.The orthometric height was determined by differential leveling and
 ME0279.adjusted by the NATIONAL GEODETIC SURVEY
 ME0279.in June 1991.
 ME0279
 ME0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0279.GEOID18 height accuracy estimate available here.
 ME0279
 ME0279.Click photographs - Photos may exist for this station.
 ME0279
 ME0279.The dynamic height is computed by dividing the NAVD 88
 ME0279.geopotential number by the normal gravity value computed on the
 ME0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0279.degrees latitude (g = 980.6199 gals.).
 ME0279
 ME0279.The modeled gravity was interpolated from observed gravity values.
 ME0279
 ME0279;                    North         East    Units  Estimated Accuracy
 ME0279;SPC IN E     -   677,610.       40,750.      MT  (+/- 180 meters Scaled)
 ME0279
 ME0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL523777(NAD 83)
 ME0279
 ME0279                          SUPERSEDED SURVEY CONTROL
 ME0279
 ME0279  NGVD 29 (01/19/93)  253.066  (m)          830.27   (f) ADJUSTED    1 1
 ME0279  NGVD 29 (??/??/92)  253.066  (m)          830.27   (f) SUPERSEDED  1 1
 ME0279
 ME0279.Superseded values are not recommended for survey control.
 ME0279
 ME0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0279.See file dsdata.pdf to determine how the superseded data were derived.
 ME0279
 ME0279_MARKER: DB = BENCH MARK DISK
 ME0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0279_STAMPING: B 185 1946
 ME0279_MARK LOGO: CGS
 ME0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0279+STABILITY: SURFACE MOTION
 ME0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0279+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0279
 ME0279  HISTORY     - Date     Condition        Report By
 ME0279  HISTORY     - 1946     MONUMENTED       CGS
 ME0279  HISTORY     - 1968     GOOD             CGS
 ME0279  HISTORY     - 1984     GOOD             USPSQD
 ME0279  HISTORY     - 1988     GOOD             USPSQD
 ME0279  HISTORY     - 19920907 GOOD             NGS
 ME0279
 ME0279                          STATION DESCRIPTION
 ME0279
 ME0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0279'3.2 MI W FROM PLYMOUTH.
 ME0279'ABOUT 3.2 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0279'STATION AT PLYMOUTH, ABOUT 0.1 MILE WEST OF MILEPOST 387, SET ON
 ME0279'THE TOP OF A CONCRETE FENCE POST AT A T IN FENCE LINE, 47.2 FEET
 ME0279'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 3.7 FEET ABOVE
 ME0279'THE LEVEL OF THE GROUND AND ABOUT 7 FEET BELOW THE LEVEL OF THE
 ME0279'TRACK.  SEC 35, T 34 N, R 1 E.
 ME0279
 ME0279                          STATION RECOVERY (1984)
 ME0279
 ME0279'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0279'RECOVERED IN GOOD CONDITION.
 ME0279
 ME0279                          STATION RECOVERY (1988)
 ME0279
 ME0279'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0279'RECOVERED IN GOOD CONDITION.
 ME0279
 ME0279                          STATION RECOVERY (1992)
 ME0279
 ME0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0279'5.8 KM (3.60 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0279'OF STATE HIGHWAY 17 IN PLYMOUTH, 18.2 M (59.7 FT) NORTH OF THR NEAR
 ME0279'RAIL, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, 0.7 M (2.3 FT)
 ME0279'BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTH OF A FENCE, AND THE
 ME0279'MONUMENT PROJECTS 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0968 ***********************************************************************
 MD0968  DESIGNATION -  B 186 RESET
 MD0968  PID         -  MD0968
 MD0968  STATE/COUNTY-  IN/WHITLEY
 MD0968  COUNTRY     -  US
 MD0968  USGS QUAD   -  LAUD (2019)
 MD0968
 MD0968                         *CURRENT SURVEY CONTROL
 MD0968  ______________________________________________________________________
 MD0968* NAD 83(1986) POSITION- 41 00 15.     (N) 085 29 40.     (W)   SCALED
 MD0968* NAVD 88 ORTHO HEIGHT -   258.45  (meters)      847.9   (feet) RESET
 MD0968  ______________________________________________________________________
 MD0968  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 MD0968  VERT ORDER      -  THIRD
 MD0968
 MD0968.The horizontal coordinates were scaled from a map and have
 MD0968.an estimated accuracy of +/- 6 seconds.
 MD0968
 MD0968.The orthometric height was computed from unverified reset data.
 MD0968
 MD0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0968.GEOID18 height accuracy estimate available here.
 MD0968
 MD0968.Click photographs - Photos may exist for this station.
 MD0968
 MD0968;                    North         East    Units  Estimated Accuracy
 MD0968;SPC IN E     -   639,040.      114,490.      MT  (+/- 180 meters Scaled)
 MD0968
 MD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL266403(NAD 83)
 MD0968
 MD0968                          SUPERSEDED SURVEY CONTROL
 MD0968
 MD0968  NGVD 29 (??/??/??)  258.58   (m)          848.4    (f) RESET       3  
 MD0968
 MD0968.Superseded values are not recommended for survey control.
 MD0968
 MD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0968.See file dsdata.pdf to determine how the superseded data were derived.
 MD0968
 MD0968_MARKER: DB = BENCH MARK DISK
 MD0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0968_STAMPING: B 186 1946 RESET 1966
 MD0968_MARK LOGO: CGS
 MD0968_PROJECTION: PROJECTING 15 CENTIMETERS
 MD0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0968+STABILITY: SURFACE MOTION
 MD0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0968+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 MD0968
 MD0968  HISTORY     - Date     Condition        Report By
 MD0968  HISTORY     - 1966     MONUMENTED       CGS
 MD0968  HISTORY     - 20110706 GOOD             INDIV
 MD0968
 MD0968                          STATION DESCRIPTION
 MD0968
 MD0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0968'4.2 MI E FROM LUTHER.
 MD0968'THE MARK IS 4.15 MILES EAST ALONG STATE ROUTE 114 FROM THE
 MD0968'INTERSECTION OF STATE ROUTE 5 AT LUTHER, 1.2 MILES WEST OF
 MD0968'THE INTERSECTION OF STATE ROUTES 9 AND 114, AND ABOUT 0.25 MILE
 MD0968'WEST OF THE JUNCTION OF A T-ROAD LEADING NORTH.  IT IS 50 FEET
 MD0968'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 114, 3 FEET
 MD0968'SOUTH OF A LARGE SIGN TOMCO GENETIC GIANT HYBRIDS, 2 FEET
 MD0968'EAST OF A FENCE, AND 1.8 FEET SOUTH OF A METAL WITNESS POST
 MD0968'AND SIGN.  A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 MD0968'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MD0968'B 186 1946 RESET 1966.
 MD0968
 MD0968                          STATION RECOVERY (2011)
 MD0968
 MD0968'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 MD0968'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1090 ***********************************************************************
 MD1090  DESIGNATION -  B 187
 MD1090  PID         -  MD1090
 MD1090  STATE/COUNTY-  IN/WHITLEY
 MD1090  COUNTRY     -  US
 MD1090  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1090
 MD1090                         *CURRENT SURVEY CONTROL
 MD1090  ______________________________________________________________________
 MD1090* NAD 83(1986) POSITION- 41 01 02.     (N) 085 37 28.     (W)   SCALED
 MD1090* NAVD 88 ORTHO HEIGHT -   266.002 (meters)      872.71  (feet) ADJUSTED
 MD1090  ______________________________________________________________________
 MD1090  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 MD1090  DYNAMIC HEIGHT  -        265.880 (meters)      872.31  (feet) COMP
 MD1090  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 MD1090
 MD1090  VERT ORDER      -  SECOND    CLASS 0
 MD1090
 MD1090.The horizontal coordinates were scaled from a map and have
 MD1090.an estimated accuracy of +/- 6 seconds.
 MD1090
 MD1090.The orthometric height was determined by differential leveling and
 MD1090.adjusted by the NATIONAL GEODETIC SURVEY
 MD1090.in June 1991.
 MD1090
 MD1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1090.GEOID18 height accuracy estimate available here.
 MD1090
 MD1090.Click photographs - Photos may exist for this station.
 MD1090
 MD1090.The dynamic height is computed by dividing the NAVD 88
 MD1090.geopotential number by the normal gravity value computed on the
 MD1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1090.degrees latitude (g = 980.6199 gals.).
 MD1090
 MD1090.The modeled gravity was interpolated from observed gravity values.
 MD1090
 MD1090;                    North         East    Units  Estimated Accuracy
 MD1090;SPC IN E     -   640,470.      103,550.      MT  (+/- 180 meters Scaled)
 MD1090
 MD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL156415(NAD 83)
 MD1090
 MD1090                          SUPERSEDED SURVEY CONTROL
 MD1090
 MD1090  NGVD 29 (??/??/92)  266.130  (m)          873.13   (f) ADJ UNCH    2 0
 MD1090
 MD1090.Superseded values are not recommended for survey control.
 MD1090
 MD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1090.See file dsdata.pdf to determine how the superseded data were derived.
 MD1090
 MD1090_MARKER: DB = BENCH MARK DISK
 MD1090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1090_SP_SET: CULVERT HEADWALL
 MD1090_STAMPING: B 187 1946
 MD1090_MARK LOGO: CGS
 MD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1090+STABILITY: SURFACE MOTION
 MD1090
 MD1090  HISTORY     - Date     Condition        Report By
 MD1090  HISTORY     - 1946     MONUMENTED       CGS
 MD1090  HISTORY     - 1961     GOOD             CGS
 MD1090
 MD1090                          STATION DESCRIPTION
 MD1090
 MD1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1090'4.9 MI S FROM SOUTH WHITLEY.
 MD1090'ABOUT 0.9 MILE SE ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1090'OFFICE IN SOUTH WHITLEY, THENCE 0.2 MILE WSW AND 4.0 MILES S
 MD1090'ALONG NO. 105 INDIANA HWY. TO PLEASANT VIEW CHURCH ON THE RIGHT
 MD1090'AND THE MARK ON THE LEFT, OR 2.0 MILES N ALONG NO. 105 FROM THE
 MD1090'CROSSROADS ON N EDGE OF VILLAGE OF BRACKEN IN HUNTINGTON COUNTY,
 MD1090'95 FEET N OF CENTER LINE OF 1000 S ASPHALT COUNTY ROAD, 11 FEET
 MD1090'E OF CENTER LINE OF 18-FOOT ASPHALT HWY. PAVEMENT, APPROXIMATELY
 MD1090'LEVEL WITH SAME, AND 2 FEET N OF S END OF TOP OF CONCRETE
 MD1090'HEADWALL OF 2-FOOT PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1292 ***********************************************************************
 MD1292  DESIGNATION -  B 188
 MD1292  PID         -  MD1292
 MD1292  STATE/COUNTY-  IN/WABASH
 MD1292  COUNTRY     -  US
 MD1292  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1292
 MD1292                         *CURRENT SURVEY CONTROL
 MD1292  ______________________________________________________________________
 MD1292* NAD 83(1986) POSITION- 41 00 02.     (N) 085 47 13.     (W)   SCALED
 MD1292* NAVD 88 ORTHO HEIGHT -   236.543 (meters)      776.06  (feet) ADJUSTED
 MD1292  ______________________________________________________________________
 MD1292  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 MD1292  DYNAMIC HEIGHT  -        236.434 (meters)      775.70  (feet) COMP
 MD1292  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 MD1292
 MD1292  VERT ORDER      -  SECOND    CLASS 0
 MD1292
 MD1292.The horizontal coordinates were scaled from a map and have
 MD1292.an estimated accuracy of +/- 6 seconds.
 MD1292
 MD1292.The orthometric height was determined by differential leveling and
 MD1292.adjusted by the NATIONAL GEODETIC SURVEY
 MD1292.in June 1991.
 MD1292
 MD1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1292.GEOID18 height accuracy estimate available here.
 MD1292
 MD1292.Click photographs - Photos may exist for this station.
 MD1292
 MD1292.The dynamic height is computed by dividing the NAVD 88
 MD1292.geopotential number by the normal gravity value computed on the
 MD1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1292.degrees latitude (g = 980.6199 gals.).
 MD1292
 MD1292.The modeled gravity was interpolated from observed gravity values.
 MD1292
 MD1292;                    North         East    Units  Estimated Accuracy
 MD1292;SPC IN E     -   638,630.       89,880.      MT  (+/- 180 meters Scaled)
 MD1292
 MD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020395(NAD 83)
 MD1292
 MD1292                          SUPERSEDED SURVEY CONTROL
 MD1292
 MD1292  NGVD 29 (??/??/92)  236.668  (m)          776.47   (f) ADJ UNCH    2 0
 MD1292
 MD1292.Superseded values are not recommended for survey control.
 MD1292
 MD1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1292.See file dsdata.pdf to determine how the superseded data were derived.
 MD1292
 MD1292_MARKER: DB = BENCH MARK DISK
 MD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1292_STAMPING: B 188 1946
 MD1292_MARK LOGO: CGS
 MD1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1292+STABILITY: SURFACE MOTION
 MD1292
 MD1292  HISTORY     - Date     Condition        Report By
 MD1292  HISTORY     - 1946     MONUMENTED       CGS
 MD1292
 MD1292                          STATION DESCRIPTION
 MD1292
 MD1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1292'AT NORTH MANCHESTER.
 MD1292'AT NORTH MANCHESTER AIRPORT, ON THE EAST SIDE OF THE MAIN
 MD1292'ENTRANCE TO THE FIELD, 44 FEET NORTH OF THE CENTER LINE OF STATE
 MD1292'HIGHWAY 114, 59 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OFFICE
 MD1292'BUILDING, 23 FEET EAST OF THE CENTER LINE OF THE ENTRANCE ROAD,
 MD1292'7.5 FEET SOUTHEAST OF A POWER POLE, 3 FEET NORTHWEST OF A
 MD1292'TELEPHONE POLE, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE
 MD1292'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0866 ***********************************************************************
 LA0866  DESIGNATION -  B 189
 LA0866  PID         -  LA0866
 LA0866  STATE/COUNTY-  IN/ALLEN
 LA0866  COUNTRY     -  US
 LA0866  USGS QUAD   -  ZANESVILLE (2019)
 LA0866
 LA0866                         *CURRENT SURVEY CONTROL
 LA0866  ______________________________________________________________________
 LA0866* NAD 83(1986) POSITION- 40 56 44.     (N) 085 19 10.     (W)   SCALED
 LA0866* NAVD 88 ORTHO HEIGHT -   245.168 (meters)      804.36  (feet) ADJUSTED
 LA0866  ______________________________________________________________________
 LA0866  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 LA0866  DYNAMIC HEIGHT  -        245.059 (meters)      804.00  (feet) COMP
 LA0866  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 LA0866
 LA0866  VERT ORDER      -  SECOND    CLASS 0
 LA0866
 LA0866.The horizontal coordinates were scaled from a map and have
 LA0866.an estimated accuracy of +/- 6 seconds.
 LA0866
 LA0866.The orthometric height was determined by differential leveling and
 LA0866.adjusted by the NATIONAL GEODETIC SURVEY
 LA0866.in June 1991.
 LA0866
 LA0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0866.GEOID18 height accuracy estimate available here.
 LA0866
 LA0866.Click photographs - Photos may exist for this station.
 LA0866
 LA0866.The dynamic height is computed by dividing the NAVD 88
 LA0866.geopotential number by the normal gravity value computed on the
 LA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0866.degrees latitude (g = 980.6199 gals.).
 LA0866
 LA0866.The modeled gravity was interpolated from observed gravity values.
 LA0866
 LA0866;                    North         East    Units  Estimated Accuracy
 LA0866;SPC IN E     -   632,570.      129,240.      MT  (+/- 180 meters Scaled)
 LA0866
 LA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414340(NAD 83)
 LA0866
 LA0866                          SUPERSEDED SURVEY CONTROL
 LA0866
 LA0866  NGVD 29 (??/??/92)  245.312  (m)          804.83   (f) ADJ UNCH    2 0
 LA0866
 LA0866.Superseded values are not recommended for survey control.
 LA0866
 LA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0866.See file dsdata.pdf to determine how the superseded data were derived.
 LA0866
 LA0866_MARKER: DB = BENCH MARK DISK
 LA0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0866_SP_SET: CULVERT HEADWALL
 LA0866_STAMPING: B 189 1946
 LA0866_MARK LOGO: CGS
 LA0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0866+STABILITY: SURFACE MOTION
 LA0866
 LA0866  HISTORY     - Date     Condition        Report By
 LA0866  HISTORY     - 1946     MONUMENTED       CGS
 LA0866  HISTORY     - 1968     GOOD             CGS
 LA0866  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0866
 LA0866                          STATION DESCRIPTION
 LA0866
 LA0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0866'1.4 MI W FROM ABOITE.
 LA0866'ABOUT 3.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0866'RAILWAY, CROSSING AT ABOITE, AT THE INTERSECTION WITH AN EAST-WEST
 LA0866'GRAVEL ROAD, IN THE NORTH END OF THE WEST CONCRETE HEADWALL OF
 LA0866'A 12 INCH CORRUGATED STEEL PIPE CULVERT, IN THE SOUTHWEST
 LA0866'QUARTER OF THE INTERSECTION, 29 FEET SOUTH OF THE CENTER LINE
 LA0866'OF THE EAST-WEST ROAD, 19 FEET WEST OF THE CENTER LINE OF THE
 LA0866'NORTH-SOUTH ROAD, 1.3 FEET SOUTH OF THE NORTH END OF THE HEADWALL
 LA0866'AND ABOUT ONE FOOT BELOW THE CENTER OF THE INTERSECTION.
 LA0866
 LA0866                          STATION RECOVERY (2014)
 LA0866
 LA0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0866'T-E, INC. MARK NOT FOUND.  CULVERT PIPE REPLACED AND HEAD WALL APPEARS
 LA0866'TO HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1046 ***********************************************************************
 ME1046  DESIGNATION -  B 19 RESET
 ME1046  PID         -  ME1046
 ME1046  STATE/COUNTY-  IN/PORTER
 ME1046  COUNTRY     -  US
 ME1046  USGS QUAD   -  PORTAGE (2019)
 ME1046
 ME1046                         *CURRENT SURVEY CONTROL
 ME1046  ______________________________________________________________________
 ME1046* NAD 83(1986) POSITION- 41 37 02.62   (N) 087 11 22.63   (W)   HD_HELD1
 ME1046* NAVD 88 ORTHO HEIGHT -   185.888 (meters)      609.87  (feet) ADJUSTED
 ME1046  ______________________________________________________________________
 ME1046  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME1046  DYNAMIC HEIGHT  -        185.820 (meters)      609.64  (feet) COMP
 ME1046  MODELED GRAVITY -    980,254.0   (mgal)                       NAVD 88
 ME1046
 ME1046  VERT ORDER      -  FIRST     CLASS II
 ME1046
 ME1046.The horizontal coordinates were determined by differentially corrected
 ME1046.hand held GPS observations or other comparable positioning techniques
 ME1046.and have an estimated accuracy of +/- 3 meters.
 ME1046
 ME1046.The orthometric height was determined by differential leveling and
 ME1046.adjusted by the NATIONAL GEODETIC SURVEY
 ME1046.in June 1991.
 ME1046
 ME1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1046.GEOID18 height accuracy estimate available here.
 ME1046
 ME1046.Click photographs - Photos may exist for this station.
 ME1046
 ME1046.The dynamic height is computed by dividing the NAVD 88
 ME1046.geopotential number by the normal gravity value computed on the
 ME1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1046.degrees latitude (g = 980.6199 gals.).
 ME1046
 ME1046.The modeled gravity was interpolated from observed gravity values.
 ME1046
 ME1046;                    North         East    Units  Estimated Accuracy
 ME1046;SPC IN W     -   707,129.1     891,141.9     MT  (+/- 3 meters HH1 GPS) 
 ME1046
 ME1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8420207314(NAD 83)
 ME1046
 ME1046                          SUPERSEDED SURVEY CONTROL
 ME1046
 ME1046  NGVD 29 (01/19/93)  185.984  (m)          610.18   (f) ADJUSTED    1 2
 ME1046  NGVD 29 (??/??/92)  185.976  (m)          610.16   (f) SUPERSEDED  1 2
 ME1046
 ME1046.Superseded values are not recommended for survey control.
 ME1046
 ME1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1046.See file dsdata.pdf to determine how the superseded data were derived.
 ME1046
 ME1046_MARKER: DB = BENCH MARK DISK
 ME1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1046_STAMPING: B 19 1934 RESET 1946
 ME1046_MARK LOGO: CGS
 ME1046_PROJECTION: FLUSH
 ME1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1046+STABILITY: SURFACE MOTION
 ME1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1046+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 ME1046
 ME1046  HISTORY     - Date     Condition        Report By
 ME1046  HISTORY     - 1946     MONUMENTED       CGS
 ME1046  HISTORY     - 1955     GOOD             CGS
 ME1046  HISTORY     - 1983     GOOD             LOCSUR
 ME1046  HISTORY     - 1985     GOOD             NGS
 ME1046  HISTORY     - 20050812 GOOD             INDIV
 ME1046  HISTORY     - 20140415 GOOD             INDIV
 ME1046  HISTORY     - 20210401 GOOD             IN-127
 ME1046  HISTORY     - 20220125 GOOD             LFA
 ME1046
 ME1046                          STATION DESCRIPTION
 ME1046
 ME1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1046'7.7 MI E FROM GARY.
 ME1046'IN PORTER COUNTY, ABOUT 7.7 MILES EAST ALONG THE NEW YORK CENTRAL
 ME1046'RAILROAD FROM THE STATION AT GARY, LAKE COUNTY, AT OGDEN DUNES
 ME1046'STOP ON THE CHICAGO, SOUTH SHORE AND SOUTH BEND (ELECTRIC)
 ME1046'RAILROAD, ABOUT 6 RAILS EAST OF N.Y.C.R.R. MILEPOST C 34,
 ME1046'AT THE CROSSING OF A TAR ROAD LEADING TO OGDEN DUNES, 39 FEET NORTH
 ME1046'OF THE NORTH RAIL OF THE N.Y.C.R.R., 36 FEET EAST OF THE CENTER
 ME1046'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE TRACK.  A BRONZE DISK,
 ME1046'STAMPED B 19 1934 RESET 1946 AND SET IN THE TOP OF A CONCRETE
 ME1046'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- 7.2 FEET
 ME1046'EAST OF POLE 312/664.
 ME1046
 ME1046                          STATION RECOVERY (1955)
 ME1046
 ME1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 ME1046'RECOVERED IN GOOD CONDITION.
 ME1046
 ME1046                          STATION RECOVERY (1983)
 ME1046
 ME1046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ME1046'42' EAST OF CENTERLINE OF OGDEN DUNES RD. 39.9' NORTH OF NORTH RAIL
 ME1046'OF NYC RR- 4.3' NORTHEAST OF POWER POLE- 7.6' SOUTHEAST OF SOUTHEAST
 ME1046'CORNER OF PHONE BOOTH-
 ME1046
 ME1046                          STATION RECOVERY (1985)
 ME1046
 ME1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1046'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.0 KM
 ME1046'(8.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FEOM ITS JUNCTION WITH STATE
 ME1046'HIGHWAY 53 (BROADWAY STREET) IN GARY, 57.0 M (187.0 FT) NORTH OF THE
 ME1046'CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT) EAST OF THE CENTER OF A
 ME1046'ROAD LEADING NORTH TO THE OGDEN COMMUNITY CHURCH, 11.9 M (39.0 FT)
 ME1046'NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 2.3 M (7.5 FT)
 ME1046'SOUTHEAST OF A UTILITY POLE WITH A METER, AND 1.3 M (4.3 FT) NORTH OF
 ME1046'A UTILITY POLE.
 ME1046'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 ME1046'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ME1046
 ME1046                          STATION RECOVERY (2005)
 ME1046
 ME1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1046'RECOVERED IN GOOD CONDITION.
 ME1046
 ME1046                          STATION RECOVERY (2014)
 ME1046
 ME1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DGI)
 ME1046'RECOVERED IN GOOD CONDITION.
 ME1046
 ME1046                          STATION RECOVERY (2021)
 ME1046
 ME1046'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1046'8.05 MI (12.95 KM) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME1046'WITH LAKE PORTER COUNTY LINE ROAD, 187.0 FT (57.0 M) NORTH OF THE
 ME1046'CENTERLINE OF THE HIGHWAY, 42.7 FT (13.0 M) EAST OF THE CENTER OF A
 ME1046'ROAD LEADING NORTH TO THE OGDEN COMMUNITY CHURCH, 39.0 FT (11.9 M)
 ME1046'NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 7.5 FT (2.3 M)
 ME1046'SOUTHEAST OF A UTILITY POLE WITH A METER AND 4.3 FT (1.3 M) NORTH OF A
 ME1046'UTILITY POLE.  THE MARK IS 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 ME1046'THE MARK IS A BRASS DISK IN CONCRETE ABOUT LEVEL WITH THE ROAD.
 ME1046
 ME1046                          STATION RECOVERY (2022)
 ME1046
 ME1046'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2022 (SST)
 ME1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0861 ***********************************************************************
 LA0861  DESIGNATION -  B 190
 LA0861  PID         -  LA0861
 LA0861  STATE/COUNTY-  IN/ALLEN
 LA0861  COUNTRY     -  US
 LA0861  USGS QUAD   -  ZANESVILLE (2019)
 LA0861
 LA0861                         *CURRENT SURVEY CONTROL
 LA0861  ______________________________________________________________________
 LA0861* NAD 83(1986) POSITION- 40 59 54.     (N) 085 19 06.     (W)   SCALED
 LA0861* NAVD 88 ORTHO HEIGHT -   230.780 (meters)      757.15  (feet) ADJUSTED
 LA0861  ______________________________________________________________________
 LA0861  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 LA0861  DYNAMIC HEIGHT  -        230.680 (meters)      756.82  (feet) COMP
 LA0861  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LA0861
 LA0861  VERT ORDER      -  SECOND    CLASS 0
 LA0861
 LA0861.The horizontal coordinates were scaled from a map and have
 LA0861.an estimated accuracy of +/- 6 seconds.
 LA0861
 LA0861.The orthometric height was determined by differential leveling and
 LA0861.adjusted by the NATIONAL GEODETIC SURVEY
 LA0861.in June 1991.
 LA0861
 LA0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0861.GEOID18 height accuracy estimate available here.
 LA0861
 LA0861.Click photographs - Photos may exist for this station.
 LA0861
 LA0861.The dynamic height is computed by dividing the NAVD 88
 LA0861.geopotential number by the normal gravity value computed on the
 LA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0861.degrees latitude (g = 980.6199 gals.).
 LA0861
 LA0861.The modeled gravity was interpolated from observed gravity values.
 LA0861
 LA0861;                    North         East    Units  Estimated Accuracy
 LA0861;SPC IN E     -   638,430.      129,310.      MT  (+/- 180 meters Scaled)
 LA0861
 LA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414399(NAD 83)
 LA0861
 LA0861                          SUPERSEDED SURVEY CONTROL
 LA0861
 LA0861  NGVD 29 (??/??/92)  230.926  (m)          757.63   (f) ADJ UNCH    2 0
 LA0861
 LA0861.Superseded values are not recommended for survey control.
 LA0861
 LA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0861.See file dsdata.pdf to determine how the superseded data were derived.
 LA0861
 LA0861_MARKER: DB = BENCH MARK DISK
 LA0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0861_SP_SET: ABUTMENT
 LA0861_STAMPING: B 190 1946
 LA0861_MARK LOGO: CGS
 LA0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0861
 LA0861  HISTORY     - Date     Condition        Report By
 LA0861  HISTORY     - 1946     MONUMENTED       CGS
 LA0861  HISTORY     - 1968     GOOD             CGS
 LA0861
 LA0861                          STATION DESCRIPTION
 LA0861
 LA0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0861'AT ABOITE.
 LA0861'AT ABOITE ABOUT 0.2 MILE SOUTH OF THE WABASH RAILWAY CROSSING
 LA0861'IN THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE, IT IS 15 FT. EAST
 LA0861'OF THE C/L OF ABOITE ROAD, 7 INCHES SOUTH OF THE NORTH EDGE OF
 LA0861'THE ABUTMENT AND 1 FT. WEST OF THE NORTH RAIL SUPPORT ON THE
 LA0861'EAST SIDE OF THE BRIDGE.  THE DISK IS SET IN A DRILL HOLE IN THE
 LA0861'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0862 ***********************************************************************
 LA0862  DESIGNATION -  B 190 RESET
 LA0862  PID         -  LA0862
 LA0862  STATE/COUNTY-  IN/ALLEN
 LA0862  COUNTRY     -  US
 LA0862  USGS QUAD   -  ZANESVILLE (2019)
 LA0862
 LA0862                         *CURRENT SURVEY CONTROL
 LA0862  ______________________________________________________________________
 LA0862* NAD 83(1986) POSITION- 40 59 54.     (N) 085 19 06.     (W)   SCALED
 LA0862* NAVD 88 ORTHO HEIGHT -   231.43  (meters)      759.3   (feet) RESET
 LA0862  ______________________________________________________________________
 LA0862  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 LA0862  VERT ORDER      -  THIRD
 LA0862
 LA0862.The horizontal coordinates were scaled from a map and have
 LA0862.an estimated accuracy of +/- 6 seconds.
 LA0862
 LA0862.The orthometric height was computed from unverified reset data.
 LA0862
 LA0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0862.GEOID18 height accuracy estimate available here.
 LA0862
 LA0862.Click photographs - Photos may exist for this station.
 LA0862
 LA0862;                    North         East    Units  Estimated Accuracy
 LA0862;SPC IN E     -   638,430.      129,310.      MT  (+/- 180 meters Scaled)
 LA0862
 LA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414399(NAD 83)
 LA0862
 LA0862                          SUPERSEDED SURVEY CONTROL
 LA0862
 LA0862  NGVD 29 (??/??/??)  231.57   (m)          759.7    (f) RESET       3  
 LA0862
 LA0862.Superseded values are not recommended for survey control.
 LA0862
 LA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0862.See file dsdata.pdf to determine how the superseded data were derived.
 LA0862
 LA0862_MARKER: DB = BENCH MARK DISK
 LA0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0862_SP_SET: ABUTMENT
 LA0862_STAMPING: B 190 RESET 1967
 LA0862_MARK LOGO: CGS
 LA0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0862
 LA0862  HISTORY     - Date     Condition        Report By
 LA0862  HISTORY     - 1967     MONUMENTED       CGS
 LA0862
 LA0862                          STATION DESCRIPTION
 LA0862
 LA0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LA0862'AT ABOITE.
 LA0862'AT ABOITE ABOUT 0.2 MILE SOUTH OF THE WABASH RAILWAY CROSSING
 LA0862'IN THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE.  IT IS 15 FEET
 LA0862'EAST OF THE CENTERLINE OF ABOITE ROAD, 7 INCHES SOUTH OF THE NORTH
 LA0862'EDGE OF THE ABUTMENT AND 1 FOOT WEST OF THE NORTH RAIL SUPPORT
 LA0862'ON THE EAST SIDE OF THE BRIDGE.  THE DISK IS SET IN A DRILL HOLE
 LA0862'IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0298 ***********************************************************************
 LB0298  DESIGNATION -  B 191
 LB0298  PID         -  LB0298
 LB0298  STATE/COUNTY-  IN/MIAMI
 LB0298  COUNTRY     -  US
 LB0298  USGS QUAD   -  MIAMI (2019)
 LB0298
 LB0298                         *CURRENT SURVEY CONTROL
 LB0298  ______________________________________________________________________
 LB0298* NAD 83(1986) POSITION- 40 35 07.     (N) 086 04 12.     (W)   SCALED
 LB0298* NAVD 88 ORTHO HEIGHT -   250.988 (meters)      823.45  (feet) ADJUSTED
 LB0298  ______________________________________________________________________
 LB0298  GEOID HEIGHT    -        -34.374 (meters)                     GEOID18
 LB0298  DYNAMIC HEIGHT  -        250.861 (meters)      823.03  (feet) COMP
 LB0298  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 LB0298
 LB0298  VERT ORDER      -  SECOND    CLASS 0
 LB0298
 LB0298.The horizontal coordinates were scaled from a map and have
 LB0298.an estimated accuracy of +/- 6 seconds.
 LB0298
 LB0298.The orthometric height was determined by differential leveling and
 LB0298.adjusted by the NATIONAL GEODETIC SURVEY
 LB0298.in June 1991.
 LB0298
 LB0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0298.GEOID18 height accuracy estimate available here.
 LB0298
 LB0298.Click photographs - Photos may exist for this station.
 LB0298
 LB0298.The dynamic height is computed by dividing the NAVD 88
 LB0298.geopotential number by the normal gravity value computed on the
 LB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0298.degrees latitude (g = 980.6199 gals.).
 LB0298
 LB0298.The modeled gravity was interpolated from observed gravity values.
 LB0298
 LB0298;                    North         East    Units  Estimated Accuracy
 LB0298;SPC IN E     -   592,580.       65,860.      MT  (+/- 180 meters Scaled)
 LB0298
 LB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK787931(NAD 83)
 LB0298
 LB0298                          SUPERSEDED SURVEY CONTROL
 LB0298
 LB0298  NGVD 29 (??/??/92)  251.111  (m)          823.85   (f) ADJ UNCH    2 0
 LB0298
 LB0298.Superseded values are not recommended for survey control.
 LB0298
 LB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0298.See file dsdata.pdf to determine how the superseded data were derived.
 LB0298
 LB0298_MARKER: DB = BENCH MARK DISK
 LB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0298_STAMPING: B 191 1946
 LB0298_MARK LOGO: CGS
 LB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0298+STABILITY: SURFACE MOTION
 LB0298
 LB0298  HISTORY     - Date     Condition        Report By
 LB0298  HISTORY     - 1946     MONUMENTED       CGS
 LB0298
 LB0298                          STATION DESCRIPTION
 LB0298
 LB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0298'2.2 MI E FROM BENNETTS SWITCH.
 LB0298'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE M.E.
 LB0298'CHURCH AT BENNETTS SWITCH, SET IN THE NORTHWEST QUARTER OF THE
 LB0298'INTERSECTION OF A GRAVEL ROAD, 38 FEET NORTH OF THE CENTER LINE
 LB0298'OF THE HIGHWAY, 25 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LB0298'ROAD, 9.5 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 LB0298'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LB0298'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0924 ***********************************************************************
 LA0924  DESIGNATION -  B 193
 LA0924  PID         -  LA0924
 LA0924  STATE/COUNTY-  IN/HUNTINGTON
 LA0924  COUNTRY     -  US
 LA0924  USGS QUAD   -  HUNTINGTON (2019)
 LA0924
 LA0924                         *CURRENT SURVEY CONTROL
 LA0924  ______________________________________________________________________
 LA0924* NAD 83(1986) POSITION- 40 52 44.     (N) 085 29 56.     (W)   SCALED
 LA0924* NAVD 88 ORTHO HEIGHT -   221.881 (meters)      727.95  (feet) ADJUSTED
 LA0924  ______________________________________________________________________
 LA0924  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 LA0924  DYNAMIC HEIGHT  -        221.777 (meters)      727.61  (feet) COMP
 LA0924  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LA0924
 LA0924  VERT ORDER      -  SECOND    CLASS 0
 LA0924
 LA0924.The horizontal coordinates were scaled from a map and have
 LA0924.an estimated accuracy of +/- 6 seconds.
 LA0924
 LA0924.The orthometric height was determined by differential leveling and
 LA0924.adjusted by the NATIONAL GEODETIC SURVEY
 LA0924.in June 1991.
 LA0924
 LA0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0924.GEOID18 height accuracy estimate available here.
 LA0924
 LA0924.Click photographs - Photos may exist for this station.
 LA0924
 LA0924.The dynamic height is computed by dividing the NAVD 88
 LA0924.geopotential number by the normal gravity value computed on the
 LA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0924.degrees latitude (g = 980.6199 gals.).
 LA0924
 LA0924.The modeled gravity was interpolated from observed gravity values.
 LA0924
 LA0924;                    North         East    Units  Estimated Accuracy
 LA0924;SPC IN E     -   625,120.      114,140.      MT  (+/- 180 meters Scaled)
 LA0924
 LA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL264263(NAD 83)
 LA0924
 LA0924                          SUPERSEDED SURVEY CONTROL
 LA0924
 LA0924  NGVD 29 (??/??/92)  222.019  (m)          728.41   (f) ADJ UNCH    2 0
 LA0924
 LA0924.Superseded values are not recommended for survey control.
 LA0924
 LA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0924.See file dsdata.pdf to determine how the superseded data were derived.
 LA0924
 LA0924_MARKER: DB = BENCH MARK DISK
 LA0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0924_SP_SET: BRIDGE RAILING
 LA0924_STAMPING: B 193 1946
 LA0924_MARK LOGO: CGS
 LA0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0924
 LA0924  HISTORY     - Date     Condition        Report By
 LA0924  HISTORY     - 1946     MONUMENTED       CGS
 LA0924
 LA0924                          STATION DESCRIPTION
 LA0924
 LA0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0924'AT HUNTINGTON.
 LA0924'AT HUNTINGTON, SET IN THE TOP OF THE NORTH END OF THE WEST
 LA0924'CONCRETE RAILING OF THE LA FONTAINE STREET BRIDGE OVER LITTLE
 LA0924'RIVER, 24 FEET WEST OF THE CENTER LINE OF LA FONTAINE STREET,
 LA0924'31 FEET SOUTH OF THE SOUTH RAIL OF THE WABASH RAILROAD TRACK,
 LA0924'2.3 FEET NORTHWEST OF A LAMP STAND, 3.3 FEET ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1976 ***********************************************************************
 LA1976  DESIGNATION -  B 193 RESET
 LA1976  PID         -  LA1976
 LA1976  STATE/COUNTY-  IN/HUNTINGTON
 LA1976  COUNTRY     -  US
 LA1976  USGS QUAD   -  HUNTINGTON (2019)
 LA1976
 LA1976                         *CURRENT SURVEY CONTROL
 LA1976  ______________________________________________________________________
 LA1976* NAD 83(1986) POSITION- 40 52 44.     (N) 085 29 56.     (W)   SCALED
 LA1976* NAVD 88 ORTHO HEIGHT -   220.92  (meters)      724.8   (feet) RESET
 LA1976  ______________________________________________________________________
 LA1976  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 LA1976  VERT ORDER      -  THIRD
 LA1976
 LA1976.The horizontal coordinates were scaled from a map and have
 LA1976.an estimated accuracy of +/- 6 seconds.
 LA1976
 LA1976.The orthometric height was computed from unverified reset data.
 LA1976
 LA1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1976.GEOID18 height accuracy estimate available here.
 LA1976
 LA1976.Click photographs - Photos may exist for this station.
 LA1976
 LA1976;                    North         East    Units  Estimated Accuracy
 LA1976;SPC IN E     -   625,120.      114,140.      MT  (+/- 180 meters Scaled)
 LA1976
 LA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL264263(NAD 83)
 LA1976
 LA1976                          SUPERSEDED SURVEY CONTROL
 LA1976
 LA1976  NGVD 29 (08/22/16)  221.06   (m)          725.3    (f) RESET       3  
 LA1976
 LA1976.Superseded values are not recommended for survey control.
 LA1976
 LA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1976.See file dsdata.pdf to determine how the superseded data were derived.
 LA1976
 LA1976_MARKER: DV = VERTICAL CONTROL DISK
 LA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1976_STAMPING: B 193 RESET 1980
 LA1976_MARK LOGO: NGS
 LA1976_PROJECTION: FLUSH
 LA1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1976+STABILITY: SURFACE MOTION
 LA1976
 LA1976  HISTORY     - Date     Condition        Report By
 LA1976  HISTORY     - 1980     MONUMENTED       NGS
 LA1976
 LA1976                          STATION DESCRIPTION
 LA1976
 LA1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LA1976'IN HUNTINGTON.
 LA1976'IN HUNTINGTON, AT THE LA FONTAINE STREET BRIDGE AND THE CROSSING OF
 LA1976'THE WABASH RAILROAD, 30.0 FEET EAST OF EAST RAIL OF RAILROAD TRACK,
 LA1976'AND 3 FEET SOUTH OF A POWERLINE POLE.
 LA1976'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LA1976'THE MARK IS 1 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1484 ***********************************************************************
 LA1484  DESIGNATION -  B 194
 LA1484  PID         -  LA1484
 LA1484  STATE/COUNTY-  IN/MADISON
 LA1484  COUNTRY     -  US
 LA1484  USGS QUAD   -  FRANKTON (2019)
 LA1484
 LA1484                         *CURRENT SURVEY CONTROL
 LA1484  ______________________________________________________________________
 LA1484* NAD 83(1986) POSITION- 40 10 41.     (N) 085 48 18.     (W)   SCALED
 LA1484* NAVD 88 ORTHO HEIGHT -   255.045 (meters)      836.76  (feet) ADJUSTED
 LA1484  ______________________________________________________________________
 LA1484  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 LA1484  DYNAMIC HEIGHT  -        254.908 (meters)      836.31  (feet) COMP
 LA1484  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LA1484
 LA1484  VERT ORDER      -  SECOND    CLASS 0
 LA1484
 LA1484.The horizontal coordinates were scaled from a map and have
 LA1484.an estimated accuracy of +/- 6 seconds.
 LA1484
 LA1484.The orthometric height was determined by differential leveling and
 LA1484.adjusted by the NATIONAL GEODETIC SURVEY
 LA1484.in June 1991.
 LA1484
 LA1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1484.GEOID18 height accuracy estimate available here.
 LA1484
 LA1484.Click photographs - Photos may exist for this station.
 LA1484
 LA1484.The dynamic height is computed by dividing the NAVD 88
 LA1484.geopotential number by the normal gravity value computed on the
 LA1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1484.degrees latitude (g = 980.6199 gals.).
 LA1484
 LA1484.The modeled gravity was interpolated from observed gravity values.
 LA1484
 LA1484;                    North         East    Units  Estimated Accuracy
 LA1484;SPC IN E     -   547,300.       88,220.      MT  (+/- 180 meters Scaled)
 LA1484
 LA1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017482(NAD 83)
 LA1484
 LA1484                          SUPERSEDED SURVEY CONTROL
 LA1484
 LA1484  NGVD 29 (??/??/92)  255.181  (m)          837.21   (f) ADJ UNCH    2 0
 LA1484
 LA1484.Superseded values are not recommended for survey control.
 LA1484
 LA1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1484.See file dsdata.pdf to determine how the superseded data were derived.
 LA1484
 LA1484_MARKER: DB = BENCH MARK DISK
 LA1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1484_SP_SET: BRIDGE
 LA1484_STAMPING: B 194 1946
 LA1484_MARK LOGO: CGS
 LA1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1484
 LA1484  HISTORY     - Date     Condition        Report By
 LA1484  HISTORY     - 1946     MONUMENTED       CGS
 LA1484  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1484
 LA1484                          STATION DESCRIPTION
 LA1484
 LA1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1484'7.6 MI W FROM LINWOOD.
 LA1484'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1484'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, THENCE ABOUT 1.05 MILES
 LA1484'SOUTH ALONG A PAVED COUNTY ROAD, THENCE ABOUT 2.1 MILES WEST
 LA1484'ALONG A GRAVEL ROAD, AT A NORTH-SOUTH GRAVEL CROSS ROAD, SET
 LA1484'IN THE TOP OF THE EAST END OF THE NORTHWEST WING WALL OF A
 LA1484'20 FOOT CONCRETE BRIDGE ON THE CROSS ROAD, 23 FEET SOUTH OF THE
 LA1484'EAST-WEST ROAD, 8.5 FEET WEST OF THE CENTER LINE OF THE
 LA1484'NORTH-SOUTH ROAD, ABOUT LEVEL WITH THE INTERSECTION.
 LA1484
 LA1484                          STATION RECOVERY (2023)
 LA1484
 LA1484'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1356 ***********************************************************************
 LA1356  DESIGNATION -  B 195
 LA1356  PID         -  LA1356
 LA1356  STATE/COUNTY-  IN/MADISON
 LA1356  COUNTRY     -  US
 LA1356  USGS QUAD   -  ELWOOD (2019)
 LA1356
 LA1356                         *CURRENT SURVEY CONTROL
 LA1356  ______________________________________________________________________
 LA1356* NAD 83(1986) POSITION- 40 17 09.     (N) 085 47 53.     (W)   SCALED
 LA1356* NAVD 88 ORTHO HEIGHT -   263.196 (meters)      863.50  (feet) ADJUSTED
 LA1356  ______________________________________________________________________
 LA1356  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 LA1356  DYNAMIC HEIGHT  -        263.057 (meters)      863.05  (feet) COMP
 LA1356  MODELED GRAVITY -    980,090.9   (mgal)                       NAVD 88
 LA1356
 LA1356  VERT ORDER      -  SECOND    CLASS 0
 LA1356
 LA1356.The horizontal coordinates were scaled from a map and have
 LA1356.an estimated accuracy of +/- 6 seconds.
 LA1356
 LA1356.The orthometric height was determined by differential leveling and
 LA1356.adjusted by the NATIONAL GEODETIC SURVEY
 LA1356.in June 1991.
 LA1356
 LA1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1356.GEOID18 height accuracy estimate available here.
 LA1356
 LA1356.Click photographs - Photos may exist for this station.
 LA1356
 LA1356.The dynamic height is computed by dividing the NAVD 88
 LA1356.geopotential number by the normal gravity value computed on the
 LA1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1356.degrees latitude (g = 980.6199 gals.).
 LA1356
 LA1356.The modeled gravity was interpolated from observed gravity values.
 LA1356
 LA1356;                    North         East    Units  Estimated Accuracy
 LA1356;SPC IN E     -   559,260.       88,830.      MT  (+/- 180 meters Scaled)
 LA1356
 LA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK021601(NAD 83)
 LA1356
 LA1356                          SUPERSEDED SURVEY CONTROL
 LA1356
 LA1356  NGVD 29 (??/??/92)  263.329  (m)          863.94   (f) ADJ UNCH    2 0
 LA1356
 LA1356.Superseded values are not recommended for survey control.
 LA1356
 LA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1356.See file dsdata.pdf to determine how the superseded data were derived.
 LA1356
 LA1356_MARKER: DB = BENCH MARK DISK
 LA1356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1356_SP_SET: CULVERT HEADWALL
 LA1356_STAMPING: B 195 1946
 LA1356_MARK LOGO: CGS
 LA1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1356+STABILITY: SURFACE MOTION
 LA1356
 LA1356  HISTORY     - Date     Condition        Report By
 LA1356  HISTORY     - 1946     MONUMENTED       CGS
 LA1356
 LA1356                          STATION DESCRIPTION
 LA1356
 LA1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1356'2.5 MI NE FROM ELWOOD.
 LA1356'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1356'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 0.9 MILE NORTHEAST
 LA1356'ALONG STATE HIGHWAY 37, SET IN THE TOP OF THE NORTHEAST END OF THE
 LA1356'SOUTHEAST HEAD WALL OF A 20 FOOT CONCRETE CULVERT OVER A CREEK,
 LA1356'24 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1356'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0518 ***********************************************************************
 ME0518  DESIGNATION -  B 196
 ME0518  PID         -  ME0518
 ME0518  STATE/COUNTY-  IN/STARKE
 ME0518  COUNTRY     -  US
 ME0518  USGS QUAD   -  HAMLET (2019)
 ME0518
 ME0518                         *CURRENT SURVEY CONTROL
 ME0518  ______________________________________________________________________
 ME0518* NAD 83(1986) POSITION- 41 22 43.     (N) 086 33 25.     (W)   SCALED
 ME0518* NAVD 88 ORTHO HEIGHT -   212.362 (meters)      696.72  (feet) ADJUSTED
 ME0518  ______________________________________________________________________
 ME0518  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0518  DYNAMIC HEIGHT  -        212.276 (meters)      696.44  (feet) COMP
 ME0518  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 ME0518
 ME0518  VERT ORDER      -  FIRST     CLASS II
 ME0518
 ME0518.The horizontal coordinates were scaled from a map and have
 ME0518.an estimated accuracy of +/- 6 seconds.
 ME0518
 ME0518.The orthometric height was determined by differential leveling and
 ME0518.adjusted by the NATIONAL GEODETIC SURVEY
 ME0518.in June 1991.
 ME0518
 ME0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0518.GEOID18 height accuracy estimate available here.
 ME0518
 ME0518.Click photographs - Photos may exist for this station.
 ME0518
 ME0518.The dynamic height is computed by dividing the NAVD 88
 ME0518.geopotential number by the normal gravity value computed on the
 ME0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0518.degrees latitude (g = 980.6199 gals.).
 ME0518
 ME0518.The modeled gravity was interpolated from observed gravity values.
 ME0518
 ME0518;                    North         East    Units  Estimated Accuracy
 ME0518;SPC IN W     -   680,740.      944,030.      MT  (+/- 180 meters Scaled)
 ME0518
 ME0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370808(NAD 83)
 ME0518
 ME0518                          SUPERSEDED SURVEY CONTROL
 ME0518
 ME0518  NGVD 29 (??/??/92)  212.46   (m)          697.0    (f) COMPUTED    1 2
 ME0518
 ME0518.Superseded values are not recommended for survey control.
 ME0518
 ME0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0518.See file dsdata.pdf to determine how the superseded data were derived.
 ME0518
 ME0518_MARKER: DB = BENCH MARK DISK
 ME0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0518_SP_SET: BOX CULVERT HEADWALL
 ME0518_STAMPING: B 196 1946
 ME0518_MARK LOGO: CGS
 ME0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0518+STABILITY: SURFACE MOTION
 ME0518
 ME0518  HISTORY     - Date     Condition        Report By
 ME0518  HISTORY     - 1946     MONUMENTED       CGS
 ME0518  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0518
 ME0518                          STATION DESCRIPTION
 ME0518
 ME0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0518'1.4 MI E FROM HAMLET.
 ME0518'ABOUT 1.45 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0518'STATION AT HAMLET, 0.15 MILE EAST OF MILEPOST 397, SET IN THE
 ME0518'TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 5-FOOT CONCRETE
 ME0518'BOX CULVERT UNDER U.S. HIGHWAY 30, OPPOSITE RAILROAD BRIDGE
 ME0518'NUMBER 396/77, 53 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND
 ME0518'TRACK, 26.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 ME0518'EAST OF THE WEST END OF THE HEADWALL, 1 FOOT BELOW THE HIGHWAY
 ME0518'LEVEL AND ABOUT 7 FEET BELOW TRACK LEVEL.
 ME0518
 ME0518                          STATION RECOVERY (1968)
 ME0518
 ME0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0519 ***********************************************************************
 ME0519  DESIGNATION -  B 196 RESET
 ME0519  PID         -  ME0519
 ME0519  STATE/COUNTY-  IN/STARKE
 ME0519  COUNTRY     -  US
 ME0519  USGS QUAD   -  HAMLET (2019)
 ME0519
 ME0519                         *CURRENT SURVEY CONTROL
 ME0519  ______________________________________________________________________
 ME0519* NAD 83(1986) POSITION- 41 22 43.     (N) 086 33 25.     (W)   SCALED
 ME0519* NAVD 88 ORTHO HEIGHT -   212.005 (meters)      695.55  (feet) ADJUSTED
 ME0519  ______________________________________________________________________
 ME0519  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0519  DYNAMIC HEIGHT  -        211.919 (meters)      695.27  (feet) COMP
 ME0519  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 ME0519
 ME0519  VERT ORDER      -  FIRST     CLASS I
 ME0519
 ME0519.The horizontal coordinates were scaled from a map and have
 ME0519.an estimated accuracy of +/- 6 seconds.
 ME0519
 ME0519.The orthometric height was determined by differential leveling and
 ME0519.adjusted by the NATIONAL GEODETIC SURVEY
 ME0519.in June 1991.
 ME0519
 ME0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0519.GEOID18 height accuracy estimate available here.
 ME0519
 ME0519.Click photographs - Photos may exist for this station.
 ME0519
 ME0519.The dynamic height is computed by dividing the NAVD 88
 ME0519.geopotential number by the normal gravity value computed on the
 ME0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0519.degrees latitude (g = 980.6199 gals.).
 ME0519
 ME0519.The modeled gravity was interpolated from observed gravity values.
 ME0519
 ME0519;                    North         East    Units  Estimated Accuracy
 ME0519;SPC IN W     -   680,740.      944,030.      MT  (+/- 180 meters Scaled)
 ME0519
 ME0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370808(NAD 83)
 ME0519
 ME0519                          SUPERSEDED SURVEY CONTROL
 ME0519
 ME0519  NGVD 29 (01/19/93)  212.107  (m)          695.89   (f) ADJUSTED    1 1
 ME0519  NGVD 29 (??/??/92)  212.107  (m)          695.89   (f) SUPERSEDED  1 1
 ME0519
 ME0519.Superseded values are not recommended for survey control.
 ME0519
 ME0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0519.See file dsdata.pdf to determine how the superseded data were derived.
 ME0519
 ME0519_MARKER: DB = BENCH MARK DISK
 ME0519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0519_SP_SET: HEADWALL
 ME0519_STAMPING: B 196 RESET 1959
 ME0519_MARK LOGO: CGS
 ME0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0519+STABILITY: SURFACE MOTION
 ME0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0519+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0519
 ME0519  HISTORY     - Date     Condition        Report By
 ME0519  HISTORY     - 1959     MONUMENTED       CGS
 ME0519  HISTORY     - 1968     GOOD             CGS
 ME0519  HISTORY     - 1989     GOOD             USPSQD
 ME0519  HISTORY     - 19920907 GOOD             NGS
 ME0519
 ME0519                          STATION DESCRIPTION
 ME0519
 ME0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0519'1.2 MI E FROM HAMLET.
 ME0519'ABOUT 1.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0519'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.2 MILE EAST OF
 ME0519'MILEPOST 397, 60 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 ME0519'TRACK, SET ON THE TOP OF THE WEST END OF THE SOUTH HEAD WALL FOR
 ME0519'AN 8-FOOT CONCRETE BOX CULVERT OVER KELLER DITCH AND UNDER BOTH
 ME0519'LANES OF U.S. HIGHWAY 30, 40 1/2 FEET SOUTH OF THE CENTER LINE
 ME0519'OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 1 FOOT EAST OF THE
 ME0519'WEST END OF THE HEAD WALL, 6 FEET BELOW THE LEVEL OF THE HIGHWAY
 ME0519'AND 10 FEET BELOW THE LEVEL OF THE TRACK.  SEC 20, T 34 N, R 1 W.
 ME0519
 ME0519                          STATION RECOVERY (1989)
 ME0519
 ME0519'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 ME0519'RECOVERED IN GOOD CONDITION.
 ME0519
 ME0519                          STATION RECOVERY (1992)
 ME0519
 ME0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0519'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0519'HAMLET, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0519'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH
 ME0519'CONCRETE HEADWALL OF A CULVERT UNDER U.S. HIGHWAY 30, 22.3 M
 ME0519'(73.2 FT) NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 12.5 M (41.0 FT)
 ME0519'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.8
 ME0519'M (5.9 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0834 ***********************************************************************
 MD0834  DESIGNATION -  B 197 RESET
 MD0834  PID         -  MD0834
 MD0834  STATE/COUNTY-  IN/ALLEN
 MD0834  COUNTRY     -  US
 MD0834  USGS QUAD   -  HUNTERTOWN (2019)
 MD0834
 MD0834                         *CURRENT SURVEY CONTROL
 MD0834  ______________________________________________________________________
 MD0834* NAD 83(1986) POSITION- 41 11 29.     (N) 085 13 45.     (W)   SCALED
 MD0834* NAVD 88 ORTHO HEIGHT -   302.14  (meters)      991.3   (feet) RESET
 MD0834  ______________________________________________________________________
 MD0834  GEOID HEIGHT    -        -32.777 (meters)                     GEOID18
 MD0834  VERT ORDER      -  THIRD
 MD0834
 MD0834.The horizontal coordinates were scaled from a map and have
 MD0834.an estimated accuracy of +/- 6 seconds.
 MD0834
 MD0834.The orthometric height was computed from unverified reset data.
 MD0834
 MD0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0834.GEOID18 height accuracy estimate available here.
 MD0834
 MD0834.Click photographs - Photos may exist for this station.
 MD0834
 MD0834;                    North         East    Units  Estimated Accuracy
 MD0834;SPC IN E     -   659,910.      136,700.      MT  (+/- 180 meters Scaled)
 MD0834
 MD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL485615(NAD 83)
 MD0834
 MD0834                          SUPERSEDED SURVEY CONTROL
 MD0834
 MD0834  NGVD 29 (??/??/??)  254.46   (m)          834.8    (f) RESET       3  
 MD0834
 MD0834.Superseded values are not recommended for survey control.
 MD0834
 MD0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0834.See file dsdata.pdf to determine how the superseded data were derived.
 MD0834
 MD0834_MARKER: DB = BENCH MARK DISK
 MD0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0834_SP_SET: BRIDGE
 MD0834_STAMPING: B 197 RESET 1970
 MD0834_MARK LOGO: CGS
 MD0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0834
 MD0834  HISTORY     - Date     Condition        Report By
 MD0834  HISTORY     - 1970     MONUMENTED       IN-003
 MD0834
 MD0834                          STATION DESCRIPTION
 MD0834
 MD0834'DESCRIBED BY ALLEN COUNTY INDIANA 1970
 MD0834'2.6 MI S FROM HUNTERTOWN.
 MD0834'ABOUT 2.6 MILES SOUTH ALONG NO. 3 INDIANA HIGHWAY FROM OPPOSITE
 MD0834'CENTER OF HUNTERTOWN (THE NEW ROAD ABUILDING PASSES EAST OF THE
 MD0834'TOWN), THENCE 3.2 MILES WEST ALONG CARROLL ROAD, ABOUT 0.55
 MD0834'MILE EAST OF A CROSSROADS, IN THE TOP OF A CONCRETE BRIDGE
 MD0834'RAILING AT THE NORTHWEST CORNER OF A 71 FEET, 3 SPAN CONCRETE
 MD0834'BRIDGE 13.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2.5
 MD0834'FEET ABOVE THE CENTER LINE OF THE ROAD AND POURED WITH THE
 MD0834'CONCRETE RAILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0958 ***********************************************************************
 MD0958  DESIGNATION -  B 198
 MD0958  PID         -  MD0958
 MD0958  STATE/COUNTY-  IN/ALLEN
 MD0958  COUNTRY     -  US
 MD0958  USGS QUAD   -  CEDARVILLE (2019)
 MD0958
 MD0958                         *CURRENT SURVEY CONTROL
 MD0958  ______________________________________________________________________
 MD0958* NAD 83(1986) POSITION- 41 13 21.     (N) 085 02 35.     (W)   SCALED
 MD0958* NAVD 88 ORTHO HEIGHT -   251.286 (meters)      824.43  (feet) ADJUSTED
 MD0958  ______________________________________________________________________
 MD0958  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 MD0958  DYNAMIC HEIGHT  -        251.185 (meters)      824.10  (feet) COMP
 MD0958  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 MD0958
 MD0958  VERT ORDER      -  SECOND    CLASS 0
 MD0958
 MD0958.The horizontal coordinates were scaled from a map and have
 MD0958.an estimated accuracy of +/- 6 seconds.
 MD0958
 MD0958.The orthometric height was determined by differential leveling and
 MD0958.adjusted by the NATIONAL GEODETIC SURVEY
 MD0958.in June 1991.
 MD0958
 MD0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0958.GEOID18 height accuracy estimate available here.
 MD0958
 MD0958.Click photographs - Photos may exist for this station.
 MD0958
 MD0958.The dynamic height is computed by dividing the NAVD 88
 MD0958.geopotential number by the normal gravity value computed on the
 MD0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0958.degrees latitude (g = 980.6199 gals.).
 MD0958
 MD0958.The modeled gravity was interpolated from observed gravity values.
 MD0958
 MD0958;                    North         East    Units  Estimated Accuracy
 MD0958;SPC IN E     -   663,460.      152,290.      MT  (+/- 180 meters Scaled)
 MD0958
 MD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL640653(NAD 83)
 MD0958
 MD0958                          SUPERSEDED SURVEY CONTROL
 MD0958
 MD0958  NGVD 29 (??/??/92)  251.435  (m)          824.92   (f) ADJ UNCH    2 0
 MD0958
 MD0958.Superseded values are not recommended for survey control.
 MD0958
 MD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0958.See file dsdata.pdf to determine how the superseded data were derived.
 MD0958
 MD0958_MARKER: DB = BENCH MARK DISK
 MD0958_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD0958_SP_SET: FENCE POST
 MD0958_STAMPING: B 198 1946
 MD0958_MARK LOGO: CGS
 MD0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0958
 MD0958  HISTORY     - Date     Condition        Report By
 MD0958  HISTORY     - 1946     MONUMENTED       CGS
 MD0958  HISTORY     - 1962     GOOD             CGS
 MD0958
 MD0958                          STATION DESCRIPTION
 MD0958
 MD0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0958'1.7 MI W FROM LEO.
 MD0958'ABOUT 1.7 MILES W ALONG HOSLER ROAD FROM IS INTERSECTION WITH
 MD0958'NO. 1 INDIANA HWY. AT NW CORNER OF CEMETERY IN LEO, ABOUT 0.25
 MD0958'MILE W OF GRAVEL T-ROAD S, 87 FEET E OF CENTER LINE OF PRIVATE
 MD0958'ROAD N, 26 FEET N OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT,
 MD0958'3.7 FEET HIGHER THAN SAME, SET IN A DRILL HOLE IN TOP OF AN
 MD0958'18-INCH SQUARE CONCRETE PROPERTY-LINE POST IN THE RIGHT-OF-WAY
 MD0958'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0362 ***********************************************************************
 MD0362  DESIGNATION -  B 199
 MD0362  PID         -  MD0362
 MD0362  STATE/COUNTY-  IN/DE KALB
 MD0362  COUNTRY     -  US
 MD0362  USGS QUAD   -  SAINT JOE (2019)
 MD0362
 MD0362                         *CURRENT SURVEY CONTROL
 MD0362  ______________________________________________________________________
 MD0362* NAD 83(1986) POSITION- 41 18 47.     (N) 084 54 21.     (W)   SCALED
 MD0362* NAVD 88 ORTHO HEIGHT -   251.350 (meters)      824.64  (feet) ADJUSTED
 MD0362  ______________________________________________________________________
 MD0362  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 MD0362  DYNAMIC HEIGHT  -        251.250 (meters)      824.31  (feet) COMP
 MD0362  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 MD0362
 MD0362  VERT ORDER      -  SECOND    CLASS 0
 MD0362
 MD0362.The horizontal coordinates were scaled from a map and have
 MD0362.an estimated accuracy of +/- 6 seconds.
 MD0362
 MD0362.The orthometric height was determined by differential leveling and
 MD0362.adjusted by the NATIONAL GEODETIC SURVEY
 MD0362.in June 1991.
 MD0362
 MD0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0362.GEOID18 height accuracy estimate available here.
 MD0362
 MD0362.Click photographs - Photos may exist for this station.
 MD0362
 MD0362.The dynamic height is computed by dividing the NAVD 88
 MD0362.geopotential number by the normal gravity value computed on the
 MD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0362.degrees latitude (g = 980.6199 gals.).
 MD0362
 MD0362.The modeled gravity was interpolated from observed gravity values.
 MD0362
 MD0362;                    North         East    Units  Estimated Accuracy
 MD0362;SPC IN E     -   673,600.      163,710.      MT  (+/- 180 meters Scaled)
 MD0362
 MD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752756(NAD 83)
 MD0362
 MD0362                          SUPERSEDED SURVEY CONTROL
 MD0362
 MD0362  NGVD 29 (??/??/92)  251.496  (m)          825.12   (f) ADJ UNCH    2 0
 MD0362
 MD0362.Superseded values are not recommended for survey control.
 MD0362
 MD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0362.See file dsdata.pdf to determine how the superseded data were derived.
 MD0362
 MD0362_MARKER: DB = BENCH MARK DISK
 MD0362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0362_SP_SET: CULVERT HEADWALL
 MD0362_STAMPING: B 199 1946
 MD0362_MARK LOGO: CGS
 MD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0362+STABILITY: SURFACE MOTION
 MD0362
 MD0362  HISTORY     - Date     Condition        Report By
 MD0362  HISTORY     - 1946     MONUMENTED       CGS
 MD0362  HISTORY     - 1968     GOOD             INHD
 MD0362
 MD0362                          STATION DESCRIPTION
 MD0362
 MD0362'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0362'0.5 MI SW FROM ST JOE.
 MD0362'ABOUT 0.3 MILE WEST AND 0.2 MILE SOUTH ALONG S.R. 1 FROM THE
 MD0362'MAIN CORNER AT THE POST OFFICE IN ST. JOE, ABOUT 150 YDS. WSW
 MD0362'OF SW CORNER OF NEW ELEMENTARY SCHOOL, AN ESTIMATED 150 YDS.
 MD0362'WEST OF THE NORTH CORNER OF THE NEW RIVERDALE HIGH SCHOOL, 18
 MD0362'FT. SOUTH OF THE CENTERLINE OF THE STREET, 17 FT. EAST OF THE
 MD0362'CENTERLINE OF THE HIGHWAY 0.3 FT. HIGHER THAN SAME, IN THE
 MD0362'NORTHWEST CORNER OF AN L SHAPED HEADWALL OF A 12 INCH CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2337 ***********************************************************************
 JZ2337  DESIGNATION -  B 2 RESET
 JZ2337  PID         -  JZ2337
 JZ2337  STATE/COUNTY-  IN/SHELBY
 JZ2337  COUNTRY     -  US
 JZ2337  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2337
 JZ2337                         *CURRENT SURVEY CONTROL
 JZ2337  ______________________________________________________________________
 JZ2337* NAD 83(1986) POSITION- 39 31 46.     (N) 085 46 39.     (W)   SCALED
 JZ2337* NAVD 88 ORTHO HEIGHT -   233.178 (meters)      765.02  (feet) ADJUSTED
 JZ2337  ______________________________________________________________________
 JZ2337  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 JZ2337  DYNAMIC HEIGHT  -        233.041 (meters)      764.57  (feet) COMP
 JZ2337  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 JZ2337
 JZ2337  VERT ORDER      -  FIRST     CLASS II
 JZ2337
 JZ2337.The horizontal coordinates were scaled from a map and have
 JZ2337.an estimated accuracy of +/- 6 seconds.
 JZ2337
 JZ2337.The orthometric height was determined by differential leveling and
 JZ2337.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2337.in June 1991.
 JZ2337
 JZ2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2337.GEOID18 height accuracy estimate available here.
 JZ2337
 JZ2337.Click photographs - Photos may exist for this station.
 JZ2337
 JZ2337.The dynamic height is computed by dividing the NAVD 88
 JZ2337.geopotential number by the normal gravity value computed on the
 JZ2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2337.degrees latitude (g = 980.6199 gals.).
 JZ2337
 JZ2337.The modeled gravity was interpolated from observed gravity values.
 JZ2337
 JZ2337;                    North         East    Units  Estimated Accuracy
 JZ2337;SPC IN E     -   475,280.       90,470.      MT  (+/- 180 meters Scaled)
 JZ2337
 JZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ050762(NAD 83)
 JZ2337
 JZ2337                          SUPERSEDED SURVEY CONTROL
 JZ2337
 JZ2337  NGVD 29 (??/??/92)  233.225  (m)          765.17   (f) ADJ UNCH    1 2
 JZ2337
 JZ2337.Superseded values are not recommended for survey control.
 JZ2337
 JZ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2337.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2337
 JZ2337_MARKER: DB = BENCH MARK DISK
 JZ2337_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2337_SP_SET: BRIDGE SIDEWALK
 JZ2337_STAMPING: B 2 RESET 1935
 JZ2337_MARK LOGO: CGS
 JZ2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2337
 JZ2337  HISTORY     - Date     Condition        Report By
 JZ2337  HISTORY     - 1935     MONUMENTED       CGS
 JZ2337  HISTORY     - 1947     GOOD             CGS
 JZ2337  HISTORY     - 1986     GOOD             NGS
 JZ2337  HISTORY     - 20010411 MARK NOT FOUND   INDNR
 JZ2337
 JZ2337                          STATION DESCRIPTION
 JZ2337
 JZ2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2337'AT SHELBYVILLE.
 JZ2337'AT SHELBYVILLE, ALONG STATE HIGHWAY 29, SET IN THE SIDE WALK OF
 JZ2337'THE CONCRETE HIGHWAY BRIDGE OVER BLUE RIVER, AT THE NORTHWEST
 JZ2337'END OF THE NORTHEAST SIDE WALK, 33 FEET NORTHEAST OF THE CENTER
 JZ2337'LINE OF THE HIGHWAY AND ABOUT 0.6 FOOT ABOVE THE BRIDGE FLOOR.
 JZ2337
 JZ2337                          STATION RECOVERY (1986)
 JZ2337
 JZ2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2337'RECOVERED IN GOOD CONDITION.  A NEW DESRIPTION FOLLOWS.  IN
 JZ2337'SHELBYVILLE, AT THE INTERSECTION OF HARRISON STREET AND BOGGSTOWN
 JZ2337'ROAD, IN THE NORTHWEST END OF THE NORTHEAST CONCRETE SIDEWALK OF THE
 JZ2337'STREET BRIDGE SPANNING THE LITTLE BLUE RIVER, 18.9 M (62.0 FT)
 JZ2337'SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD, 10.1 M (33.1 FT)
 JZ2337'NORTHEAST OF THE CENTERLINE OF THE STREET, AND 0.5 M (1.6 FT) WEST OF
 JZ2337'THE NORTHWEST CORNER OF THE BRIDGE GUARDRAIL.
 JZ2337'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JZ2337
 JZ2337                          STATION RECOVERY (2001)
 JZ2337
 JZ2337'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 JZ2337'MARK NOT FOUND. NEW BRIDGE
 JZ2337'CONTACT IDNR DIVISION OF WATER  317 232-4160
 JZ2337'FOR MARK ON RAILROAD BRIDGE 300 FEET EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0773 ***********************************************************************
 MD0773  DESIGNATION -  B 200
 MD0773  PID         -  MD0773
 MD0773  STATE/COUNTY-  IN/ALLEN
 MD0773  COUNTRY     -  US
 MD0773  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0773
 MD0773                         *CURRENT SURVEY CONTROL
 MD0773  ______________________________________________________________________
 MD0773* NAD 83(1986) POSITION- 41 07 17.     (N) 085 01 27.     (W)   SCALED
 MD0773* NAVD 88 ORTHO HEIGHT -   237.524 (meters)      779.28  (feet) ADJUSTED
 MD0773  ______________________________________________________________________
 MD0773  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 MD0773  DYNAMIC HEIGHT  -        237.428 (meters)      778.96  (feet) COMP
 MD0773  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD0773
 MD0773  VERT ORDER      -  SECOND    CLASS 0
 MD0773
 MD0773.The horizontal coordinates were scaled from a map and have
 MD0773.an estimated accuracy of +/- 6 seconds.
 MD0773
 MD0773.The orthometric height was determined by differential leveling and
 MD0773.adjusted by the NATIONAL GEODETIC SURVEY
 MD0773.in June 1991.
 MD0773
 MD0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0773.GEOID18 height accuracy estimate available here.
 MD0773
 MD0773.Click photographs - Photos may exist for this station.
 MD0773
 MD0773.The dynamic height is computed by dividing the NAVD 88
 MD0773.geopotential number by the normal gravity value computed on the
 MD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0773.degrees latitude (g = 980.6199 gals.).
 MD0773
 MD0773.The modeled gravity was interpolated from observed gravity values.
 MD0773
 MD0773;                    North         East    Units  Estimated Accuracy
 MD0773;SPC IN E     -   652,240.      153,960.      MT  (+/- 180 meters Scaled)
 MD0773
 MD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL658541(NAD 83)
 MD0773
 MD0773                          SUPERSEDED SURVEY CONTROL
 MD0773
 MD0773  NGVD 29 (??/??/92)  237.680  (m)          779.79   (f) ADJ UNCH    2 0
 MD0773
 MD0773.Superseded values are not recommended for survey control.
 MD0773
 MD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0773.See file dsdata.pdf to determine how the superseded data were derived.
 MD0773
 MD0773_MARKER: DB = BENCH MARK DISK
 MD0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0773_SP_SET: BRIDGE
 MD0773_STAMPING: B 200 1946
 MD0773_MARK LOGO: CGS
 MD0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0773+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 MD0773
 MD0773  HISTORY     - Date     Condition        Report By
 MD0773  HISTORY     - 1946     MONUMENTED       CGS
 MD0773  HISTORY     - 1961     GOOD             CGS
 MD0773  HISTORY     - 20070321 GOOD             FOXCON
 MD0773
 MD0773                          STATION DESCRIPTION
 MD0773
 MD0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0773'3.5 MI N FROM NEW HAVEN.
 MD0773'ABOUT 4.0 MILES N ALONG BROADWAY, POWER STREET, RUFUS STREET
 MD0773'AND LANDIN AND MAYSVILLE ROADS (MOST NEARLY DUE N ROUTE) FROM
 MD0773'INTERSECTION OF BROADWAY AND LINCOLN HIGHWAY STREET IN NEW HAVEN,
 MD0773'THENCE 0.35 MILE W ALONG NO. 37 INDIANA HWY. TO 10-FOOT CONCRETE
 MD0773'BRIDGE AND THE MARK ON RIGHT, ABOUT 120 YARDS W OF WHEELOCK ROAD
 MD0773'OR THE SW CORNER OF A CEMETERY, 23 FEET N OF CENTER LINE OF
 MD0773'24-FOOT ASPHALT HIGHWAY, ABOUT LEVEL WITH SAME, 0.6 FOOT N OF
 MD0773'CONCRETE BANNISTER, SET IN A DRILL HOLE AT THE SE END OF THE NW
 MD0773'WINGWALL.  MARK IS 7.2 MILES SW OF SCHOOL AT HARLAN AND 8 OR 9
 MD0773'MILES ALONG NO. 37 HWY. E AND N FROM HEART OF FORT WAYNE.
 MD0773
 MD0773                          STATION RECOVERY (2007)
 MD0773
 MD0773'RECOVERY NOTE BY FOX CONTRACTORS 2007 (JR)
 MD0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0489 ***********************************************************************
 MD0489  DESIGNATION -  B 201
 MD0489  PID         -  MD0489
 MD0489  STATE/COUNTY-  IN/DE KALB
 MD0489  COUNTRY     -  US
 MD0489  USGS QUAD   -  SAINT JOE (2019)
 MD0489
 MD0489                         *CURRENT SURVEY CONTROL
 MD0489  ______________________________________________________________________
 MD0489* NAD 83(1986) POSITION- 41 17 01.     (N) 084 53 48.     (W)   SCALED
 MD0489* NAVD 88 ORTHO HEIGHT -   250.201 (meters)      820.87  (feet) ADJUSTED
 MD0489  ______________________________________________________________________
 MD0489  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 MD0489  DYNAMIC HEIGHT  -        250.101 (meters)      820.54  (feet) COMP
 MD0489  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 MD0489
 MD0489  VERT ORDER      -  SECOND    CLASS 0
 MD0489
 MD0489.The horizontal coordinates were scaled from a map and have
 MD0489.an estimated accuracy of +/- 6 seconds.
 MD0489
 MD0489.The orthometric height was determined by differential leveling and
 MD0489.adjusted by the NATIONAL GEODETIC SURVEY
 MD0489.in June 1991.
 MD0489
 MD0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0489.GEOID18 height accuracy estimate available here.
 MD0489
 MD0489.Click photographs - Photos may exist for this station.
 MD0489
 MD0489.The dynamic height is computed by dividing the NAVD 88
 MD0489.geopotential number by the normal gravity value computed on the
 MD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0489.degrees latitude (g = 980.6199 gals.).
 MD0489
 MD0489.The modeled gravity was interpolated from observed gravity values.
 MD0489
 MD0489;                    North         East    Units  Estimated Accuracy
 MD0489;SPC IN E     -   670,340.      164,500.      MT  (+/- 180 meters Scaled)
 MD0489
 MD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL761723(NAD 83)
 MD0489
 MD0489                          SUPERSEDED SURVEY CONTROL
 MD0489
 MD0489  NGVD 29 (??/??/92)  250.350  (m)          821.36   (f) ADJ UNCH    2 0
 MD0489
 MD0489.Superseded values are not recommended for survey control.
 MD0489
 MD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0489.See file dsdata.pdf to determine how the superseded data were derived.
 MD0489
 MD0489_MARKER: DB = BENCH MARK DISK
 MD0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0489_STAMPING: B 201 1946
 MD0489_MARK LOGO: CGS
 MD0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0489+STABILITY: SURFACE MOTION
 MD0489
 MD0489  HISTORY     - Date     Condition        Report By
 MD0489  HISTORY     - 1946     MONUMENTED       CGS
 MD0489  HISTORY     - 1962     GOOD             CGS
 MD0489
 MD0489                          STATION DESCRIPTION
 MD0489
 MD0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0489'1.6 MI E FROM SPENCERVILLE.
 MD0489'ABOUT 0.6 MILE E ALONG A PAVED ROAD FROM ITS INTERSECTION WITH
 MD0489'NO. 1 INDIANA HIGHWAY AT A POINT ABOUT 0.1 MILE S OF THE MAIN
 MD0489'CORNER AND POST OFFICE IN SPENCERVILLE, THENCE 0.2 MILE N, THENCE
 MD0489'0.7 MILE E ALONG NO. 68 COUNTY ROAD TO THE MARK ON THE LEFT,
 MD0489'263 FEET W OF CENTER LINE OF NO. 61 COUNTY ROAD FROM THE S, 18
 MD0489'FEET N OF CENTER LINE OF ROAD, 0.4 FOOT LOWER THAN SAME, 14 FEET W OF
 MD0489'POWER POLE NO. D 452-10, ABOUT 1.6 FEET W OF STEEL WITNESS POST,
 MD0489'AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0723 ***********************************************************************
 MD0723  DESIGNATION -  B 202
 MD0723  PID         -  MD0723
 MD0723  STATE/COUNTY-  IN/ALLEN
 MD0723  COUNTRY     -  US
 MD0723  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0723
 MD0723                         *CURRENT SURVEY CONTROL
 MD0723  ______________________________________________________________________
 MD0723* NAD 83(1986) POSITION- 41 03 49.     (N) 085 09 07.     (W)   SCALED
 MD0723* NAVD 88 ORTHO HEIGHT -   236.157 (meters)      774.79  (feet) ADJUSTED
 MD0723  ______________________________________________________________________
 MD0723  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 MD0723  DYNAMIC HEIGHT  -        236.064 (meters)      774.49  (feet) COMP
 MD0723  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 MD0723
 MD0723  VERT ORDER      -  SECOND    CLASS 0
 MD0723
 MD0723.The horizontal coordinates were scaled from a map and have
 MD0723.an estimated accuracy of +/- 6 seconds.
 MD0723
 MD0723.The orthometric height was determined by differential leveling and
 MD0723.adjusted by the NATIONAL GEODETIC SURVEY
 MD0723.in June 1991.
 MD0723
 MD0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0723.GEOID18 height accuracy estimate available here.
 MD0723
 MD0723.Click photographs - Photos may exist for this station.
 MD0723
 MD0723.The dynamic height is computed by dividing the NAVD 88
 MD0723.geopotential number by the normal gravity value computed on the
 MD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0723.degrees latitude (g = 980.6199 gals.).
 MD0723
 MD0723.The modeled gravity was interpolated from observed gravity values.
 MD0723
 MD0723;                    North         East    Units  Estimated Accuracy
 MD0723;SPC IN E     -   645,750.      143,260.      MT  (+/- 180 meters Scaled)
 MD0723
 MD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL552474(NAD 83)
 MD0723
 MD0723                          SUPERSEDED SURVEY CONTROL
 MD0723
 MD0723  NGVD 29 (??/??/92)  236.317  (m)          775.32   (f) ADJ UNCH    2 0
 MD0723
 MD0723.Superseded values are not recommended for survey control.
 MD0723
 MD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0723.See file dsdata.pdf to determine how the superseded data were derived.
 MD0723
 MD0723_MARKER: DB = BENCH MARK DISK
 MD0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0723_SP_SET: DOOR SILL
 MD0723_STAMPING: B 202 1946
 MD0723_MARK LOGO: CGS
 MD0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0723
 MD0723  HISTORY     - Date     Condition        Report By
 MD0723  HISTORY     - 1946     MONUMENTED       CGS
 MD0723  HISTORY     - 1968     GOOD             INHD
 MD0723  HISTORY     - 1969     GOOD             CGS
 MD0723  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0723
 MD0723                          STATION DESCRIPTION
 MD0723
 MD0723'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0723'AT FT WAYNE.
 MD0723'IN THE SOUTHWESTERN PART OF FT. WAYNE ABOUT 0.1 MILE SOUTH ALONG
 MD0723'BROADWAY FROM THE WABASH R.R. OVERPASS, IN THE 2200 BLOCK OF BROADWAY,
 MD0723'OPPOSITE THE JUNCTION OF WEST CREIGHTON ST. JUST NORTH OF THE
 MD0723'EMMAUS EV. LUTHERAN CHURCH, AT THE MAIN ENTRANCE TO EMMAUS HALLE,
 MD0723'AND IN THE TOP OF THE SOUTH DOOR SILL AND ABOUT 2 1/2 FT. HIGHER
 MD0723'THAN BROADWAY.  NOTE-- THIS MARK HAS ONLY A 10 FT. CLEARENCE,
 MD0723'NECESSITATING THE USE OF A SHORT ROD OR TAPE.
 MD0723
 MD0723                          STATION RECOVERY (1969)
 MD0723
 MD0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0723'RECOVERED IN GOOD CONDITION.
 MD0723
 MD0723                          STATION RECOVERY (1992)
 MD0723
 MD0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0723'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1772 ***********************************************************************
 LA1772  DESIGNATION -  B 203
 LA1772  PID         -  LA1772
 LA1772  STATE/COUNTY-  IN/GRANT
 LA1772  COUNTRY     -  US
 LA1772  USGS QUAD   -  VAN BUREN (2019)
 LA1772
 LA1772                         *CURRENT SURVEY CONTROL
 LA1772  ______________________________________________________________________
 LA1772* NAD 83(1986) POSITION- 40 33 10.     (N) 085 30 13.     (W)   SCALED
 LA1772* NAVD 88 ORTHO HEIGHT -   261.964 (meters)      859.46  (feet) ADJUSTED
 LA1772  ______________________________________________________________________
 LA1772  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 LA1772  DYNAMIC HEIGHT  -        261.830 (meters)      859.02  (feet) COMP
 LA1772  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 LA1772
 LA1772  VERT ORDER      -  SECOND    CLASS 0
 LA1772
 LA1772.The horizontal coordinates were scaled from a map and have
 LA1772.an estimated accuracy of +/- 6 seconds.
 LA1772
 LA1772.The orthometric height was determined by differential leveling and
 LA1772.adjusted by the NATIONAL GEODETIC SURVEY
 LA1772.in June 1991.
 LA1772
 LA1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1772.GEOID18 height accuracy estimate available here.
 LA1772
 LA1772.Click photographs - Photos may exist for this station.
 LA1772
 LA1772.The dynamic height is computed by dividing the NAVD 88
 LA1772.geopotential number by the normal gravity value computed on the
 LA1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1772.degrees latitude (g = 980.6199 gals.).
 LA1772
 LA1772.The modeled gravity was interpolated from observed gravity values.
 LA1772
 LA1772;                    North         East    Units  Estimated Accuracy
 LA1772;SPC IN E     -   588,910.      113,810.      MT  (+/- 180 meters Scaled)
 LA1772
 LA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK266901(NAD 83)
 LA1772
 LA1772                          SUPERSEDED SURVEY CONTROL
 LA1772
 LA1772  NGVD 29 (??/??/92)  262.094  (m)          859.89   (f) ADJ UNCH    2 0
 LA1772
 LA1772.Superseded values are not recommended for survey control.
 LA1772
 LA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1772.See file dsdata.pdf to determine how the superseded data were derived.
 LA1772
 LA1772_MARKER: DB = BENCH MARK DISK
 LA1772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1772_SP_SET: CULVERT HEADWALL
 LA1772_STAMPING: B 203 1946
 LA1772_MARK LOGO: CGS
 LA1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1772+STABILITY: SURFACE MOTION
 LA1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1772+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 LA1772
 LA1772  HISTORY     - Date     Condition        Report By
 LA1772  HISTORY     - 1946     MONUMENTED       CGS
 LA1772  HISTORY     - 1965     GOOD             CGS
 LA1772  HISTORY     - 20041113 GOOD             SURVFI
 LA1772
 LA1772                          STATION DESCRIPTION
 LA1772
 LA1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1772'4.2 MI S FROM VAN BUREN.
 LA1772'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE VAN BUREN
 LA1772'TOWNSHIP SCHOOL AT VAN BUREN, AT THE INTERSECTION OF STATE
 LA1772'HIGHWAY 18, 48 FEET WEST OF THE CENTER LINE OF HIGHWAY 221, 34
 LA1772'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 18, SET IN THE TOP OF
 LA1772'THE SOUTH END OF THE RIGHT ANGLE SHAPED HEAD WALL OF A PIPE
 LA1772'CULVERT AND ABOUT LEVEL WITH THE INTERSECTION.
 LA1772
 LA1772                          STATION RECOVERY (1965)
 LA1772
 LA1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1772'RECOVERED IN GOOD CONDITION.
 LA1772
 LA1772                          STATION RECOVERY (2004)
 LA1772
 LA1772'RECOVERY NOTE BY SURVEY FIRST LLC 2004 (RGC)
 LA1772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1730 ***********************************************************************
 LA1730  DESIGNATION -  B 204
 LA1730  PID         -  LA1730
 LA1730  STATE/COUNTY-  IN/GRANT
 LA1730  COUNTRY     -  US
 LA1730  USGS QUAD   -  LA FONTAINE (2019)
 LA1730
 LA1730                         *CURRENT SURVEY CONTROL
 LA1730  ______________________________________________________________________
 LA1730* NAD 83(1986) POSITION- 40 38 39.33   (N) 085 37 39.17   (W)   HD_HELD1
 LA1730* NAVD 88 ORTHO HEIGHT -   275.993 (meters)      905.49  (feet) ADJUSTED
 LA1730  ______________________________________________________________________
 LA1730  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LA1730  DYNAMIC HEIGHT  -        275.856 (meters)      905.04  (feet) COMP
 LA1730  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 LA1730
 LA1730  VERT ORDER      -  SECOND    CLASS 0
 LA1730
 LA1730.The horizontal coordinates were determined by differentially corrected
 LA1730.hand held GPS observations or other comparable positioning techniques
 LA1730.and have an estimated accuracy of +/- 3 meters.
 LA1730
 LA1730.The orthometric height was determined by differential leveling and
 LA1730.adjusted by the NATIONAL GEODETIC SURVEY
 LA1730.in June 1991.
 LA1730
 LA1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1730.GEOID18 height accuracy estimate available here.
 LA1730
 LA1730.Click photographs - Photos may exist for this station.
 LA1730
 LA1730.The dynamic height is computed by dividing the NAVD 88
 LA1730.geopotential number by the normal gravity value computed on the
 LA1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1730.degrees latitude (g = 980.6199 gals.).
 LA1730
 LA1730.The modeled gravity was interpolated from observed gravity values.
 LA1730
 LA1730;                    North         East    Units  Estimated Accuracy
 LA1730;SPC IN E     -   599,055.0     103,308.8     MT  (+/- 3 meters HH1 GPS) 
 LA1730
 LA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1604500172(NAD 83)
 LA1730
 LA1730                          SUPERSEDED SURVEY CONTROL
 LA1730
 LA1730  NGVD 29 (??/??/92)  276.118  (m)          905.90   (f) ADJ UNCH    2 0
 LA1730
 LA1730.Superseded values are not recommended for survey control.
 LA1730
 LA1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1730.See file dsdata.pdf to determine how the superseded data were derived.
 LA1730
 LA1730_MARKER: DB = BENCH MARK DISK
 LA1730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1730_SP_SET: CULVERT HEADWALL
 LA1730_STAMPING: B 204 1946
 LA1730_MARK LOGO: CGS
 LA1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1730+STABILITY: SURFACE MOTION
 LA1730
 LA1730  HISTORY     - Date     Condition        Report By
 LA1730  HISTORY     - 1946     MONUMENTED       CGS
 LA1730
 LA1730                          STATION DESCRIPTION
 LA1730
 LA1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1730'3.7 MI SW FROM BANQUO.
 LA1730'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1730'BANQUO, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAYS 9
 LA1730'AND 37, 0.7 MILE SOUTHWEST OF THE HUNTINGTON-GRANT COUNTY LINE,
 LA1730'0.3 MILE SOUTHWEST OF THE Y JUNCTION OF A GRAVEL ROAD LEADING
 LA1730'EAST, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 LA1730'WALL OF AN 18 INCH PIPE CULVERT, ACROSS THE HIGHWAY FROM TELEPHONE
 LA1730'POLE 3455, 32.5 FEET SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE
 LA1730'CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1390 ***********************************************************************
 LA1390  DESIGNATION -  B 205
 LA1390  PID         -  LA1390
 LA1390  STATE/COUNTY-  IN/TIPTON
 LA1390  COUNTRY     -  US
 LA1390  USGS QUAD   -  WINDFALL (2019)
 LA1390
 LA1390                         *CURRENT SURVEY CONTROL
 LA1390  ______________________________________________________________________
 LA1390* NAD 83(1986) POSITION- 40 20 52.     (N) 085 57 22.     (W)   SCALED
 LA1390* NAVD 88 ORTHO HEIGHT -   263.012 (meters)      862.90  (feet) ADJUSTED
 LA1390  ______________________________________________________________________
 LA1390  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 LA1390  DYNAMIC HEIGHT  -        262.873 (meters)      862.44  (feet) COMP
 LA1390  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 LA1390
 LA1390  VERT ORDER      -  SECOND    CLASS 0
 LA1390
 LA1390.The horizontal coordinates were scaled from a map and have
 LA1390.an estimated accuracy of +/- 6 seconds.
 LA1390
 LA1390.The orthometric height was determined by differential leveling and
 LA1390.adjusted by the NATIONAL GEODETIC SURVEY
 LA1390.in June 1991.
 LA1390
 LA1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1390.GEOID18 height accuracy estimate available here.
 LA1390
 LA1390.Click photographs - Photos may exist for this station.
 LA1390
 LA1390.The dynamic height is computed by dividing the NAVD 88
 LA1390.geopotential number by the normal gravity value computed on the
 LA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1390.degrees latitude (g = 980.6199 gals.).
 LA1390
 LA1390.The modeled gravity was interpolated from observed gravity values.
 LA1390
 LA1390;                    North         East    Units  Estimated Accuracy
 LA1390;SPC IN E     -   566,170.       75,410.      MT  (+/- 180 meters Scaled)
 LA1390
 LA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886668(NAD 83)
 LA1390
 LA1390                          SUPERSEDED SURVEY CONTROL
 LA1390
 LA1390  NGVD 29 (??/??/92)  263.136  (m)          863.31   (f) ADJ UNCH    2 0
 LA1390
 LA1390.Superseded values are not recommended for survey control.
 LA1390
 LA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1390.See file dsdata.pdf to determine how the superseded data were derived.
 LA1390
 LA1390_MARKER: DB = BENCH MARK DISK
 LA1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1390_SP_SET: CULVERT HEADWALL
 LA1390_STAMPING: B 205 1946
 LA1390_MARK LOGO: CGS
 LA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1390+STABILITY: SURFACE MOTION
 LA1390
 LA1390  HISTORY     - Date     Condition        Report By
 LA1390  HISTORY     - 1946     MONUMENTED       CGS
 LA1390
 LA1390                          STATION DESCRIPTION
 LA1390
 LA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1390'1 MI S FROM WINDFALL.
 LA1390'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1390'CROSS ROAD AT WINDFALL, 258 FEET SOUTH OF THE CENTER LINE OF
 LA1390'A GRAVEL CROSS ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 LA1390'HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE EAST
 LA1390'CONCRETE HEAD WALL OF A 15 INCH PIPE CULVERT, AND ABOUT 0.5
 LA1390'FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0734 ***********************************************************************
 MD0734  DESIGNATION -  B 206
 MD0734  PID         -  MD0734
 MD0734  STATE/COUNTY-  IN/WHITLEY
 MD0734  COUNTRY     -  US
 MD0734  USGS QUAD   -  LAUD (2019)
 MD0734
 MD0734                         *CURRENT SURVEY CONTROL
 MD0734  ______________________________________________________________________
 MD0734* NAD 83(1986) POSITION- 41 02 01.     (N) 085 28 14.     (W)   SCALED
 MD0734* NAVD 88 ORTHO HEIGHT -   262.101 (meters)      859.91  (feet) ADJUSTED
 MD0734  ______________________________________________________________________
 MD0734  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 MD0734  DYNAMIC HEIGHT  -        261.988 (meters)      859.54  (feet) COMP
 MD0734  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 MD0734
 MD0734  VERT ORDER      -  SECOND    CLASS 0
 MD0734
 MD0734.The horizontal coordinates were scaled from a map and have
 MD0734.an estimated accuracy of +/- 6 seconds.
 MD0734
 MD0734.The orthometric height was determined by differential leveling and
 MD0734.adjusted by the NATIONAL GEODETIC SURVEY
 MD0734.in June 1991.
 MD0734
 MD0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0734.GEOID18 height accuracy estimate available here.
 MD0734
 MD0734.Click photographs - Photos may exist for this station.
 MD0734
 MD0734.The dynamic height is computed by dividing the NAVD 88
 MD0734.geopotential number by the normal gravity value computed on the
 MD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0734.degrees latitude (g = 980.6199 gals.).
 MD0734
 MD0734.The modeled gravity was interpolated from observed gravity values.
 MD0734
 MD0734;                    North         East    Units  Estimated Accuracy
 MD0734;SPC IN E     -   642,310.      116,490.      MT  (+/- 180 meters Scaled)
 MD0734
 MD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285436(NAD 83)
 MD0734
 MD0734                          SUPERSEDED SURVEY CONTROL
 MD0734
 MD0734  NGVD 29 (??/??/92)  262.244  (m)          860.38   (f) ADJ UNCH    2 0
 MD0734
 MD0734.Superseded values are not recommended for survey control.
 MD0734
 MD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0734.See file dsdata.pdf to determine how the superseded data were derived.
 MD0734
 MD0734_MARKER: DB = BENCH MARK DISK
 MD0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0734_SP_SET: CULVERT HEADWALL
 MD0734_STAMPING: B 206 1946
 MD0734_MARK LOGO: CGS
 MD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0734+STABILITY: SURFACE MOTION
 MD0734
 MD0734  HISTORY     - Date     Condition        Report By
 MD0734  HISTORY     - 1946     MONUMENTED       CGS
 MD0734  HISTORY     - 1961     GOOD             CGS
 MD0734  HISTORY     - 1966     GOOD             CGS
 MD0734
 MD0734                          STATION DESCRIPTION
 MD0734
 MD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0734'8.5 MI S FROM COLUMBIA CITY.
 MD0734'ABOUT 8.5 MILES S ALONG NO. 9 INDIANA HWY. FROM COURTHOUSE IN
 MD0734'COLUMBIA CITY, 39.7 FEET W OF CENTER LINE OF 20-FOOT CONCRETE
 MD0734'HIGHWAY PAVEMENT, 2-1/2 FEET LOWER THAN SAME, 18 FEET N OF CENTER
 MD0734'LINE OF NO. 900 S COUNTY ROAD NOW ASPHALT TO W AND GRAVEL TO E,
 MD0734'SET IN TOP OF N END OF 4-FOOT-N-S BY 6-FOOT-E-W CONCRETE HEADWALL
 MD0734'OF 18-INCH PIPE CULVERT.
 MD0734
 MD0734                          STATION RECOVERY (1966)
 MD0734
 MD0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0511 ***********************************************************************
 LB0511  DESIGNATION -  B 207
 LB0511  PID         -  LB0511
 LB0511  STATE/COUNTY-  IN/TIPTON
 LB0511  COUNTRY     -  US
 LB0511  USGS QUAD   -  TIPTON (2019)
 LB0511
 LB0511                         *CURRENT SURVEY CONTROL
 LB0511  ______________________________________________________________________
 LB0511* NAD 83(1986) POSITION- 40 16 56.     (N) 086 03 01.     (W)   SCALED
 LB0511* NAVD 88 ORTHO HEIGHT -   264.221 (meters)      866.87  (feet) ADJUSTED
 LB0511  ______________________________________________________________________
 LB0511  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB0511  DYNAMIC HEIGHT  -        264.079 (meters)      866.40  (feet) COMP
 LB0511  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 LB0511
 LB0511  VERT ORDER      -  SECOND    CLASS 0
 LB0511
 LB0511.The horizontal coordinates were scaled from a map and have
 LB0511.an estimated accuracy of +/- 6 seconds.
 LB0511
 LB0511.The orthometric height was determined by differential leveling and
 LB0511.adjusted by the NATIONAL GEODETIC SURVEY
 LB0511.in June 1991.
 LB0511
 LB0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0511.GEOID18 height accuracy estimate available here.
 LB0511
 LB0511.Click photographs - Photos may exist for this station.
 LB0511
 LB0511.The dynamic height is computed by dividing the NAVD 88
 LB0511.geopotential number by the normal gravity value computed on the
 LB0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0511.degrees latitude (g = 980.6199 gals.).
 LB0511
 LB0511.The modeled gravity was interpolated from observed gravity values.
 LB0511
 LB0511;                    North         East    Units  Estimated Accuracy
 LB0511;SPC IN E     -   558,920.       67,380.      MT  (+/- 180 meters Scaled)
 LB0511
 LB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK807595(NAD 83)
 LB0511
 LB0511                          SUPERSEDED SURVEY CONTROL
 LB0511
 LB0511  NGVD 29 (??/??/92)  264.341  (m)          867.26   (f) ADJ UNCH    2 0
 LB0511
 LB0511.Superseded values are not recommended for survey control.
 LB0511
 LB0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0511.See file dsdata.pdf to determine how the superseded data were derived.
 LB0511
 LB0511_MARKER: DB = BENCH MARK DISK
 LB0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0511_SP_SET: BRIDGE ABUTMENT
 LB0511_STAMPING: B 207 1946
 LB0511_MARK LOGO: CGS
 LB0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0511
 LB0511  HISTORY     - Date     Condition        Report By
 LB0511  HISTORY     - 1946     MONUMENTED       CGS
 LB0511  HISTORY     - 1958     GOOD             USGS
 LB0511
 LB0511                          STATION DESCRIPTION
 LB0511
 LB0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0511'0.5 MI W FROM TIPTON.
 LB0511'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 LB0511'AT TIPTON, AT THE WEST CITY LIMITS, SET IN THE TOP OF THE NORTH
 LB0511'END OF THE WEST CONCRETE ABUTMENT OF A 32 FOOT CONCRETE BRIDGE
 LB0511'OVER BUCK CREEK, 87 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 LB0511'THE CITY LIMIT SIGN, 13 FEET NORTH OF THE CENTER LINE OF THE
 LB0511'HIGHWAY, AND 1 FOOT NORTH OF THE CONCRETE BRIDGE RAILING.
 LB0511
 LB0511                          STATION RECOVERY (1958)
 LB0511
 LB0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LB0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0459 ***********************************************************************
 LB0459  DESIGNATION -  B 208
 LB0459  PID         -  LB0459
 LB0459  STATE/COUNTY-  IN/TIPTON
 LB0459  COUNTRY     -  US
 LB0459  USGS QUAD   -  KEMPTON (2019)
 LB0459
 LB0459                         *CURRENT SURVEY CONTROL
 LB0459  ______________________________________________________________________
 LB0459* NAD 83(1986) POSITION- 40 22 28.     (N) 086 13 02.     (W)   SCALED
 LB0459* NAVD 88 ORTHO HEIGHT -   272.837 (meters)      895.13  (feet) ADJUSTED
 LB0459  ______________________________________________________________________
 LB0459  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 LB0459  DYNAMIC HEIGHT  -        272.692 (meters)      894.66  (feet) COMP
 LB0459  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 LB0459
 LB0459  VERT ORDER      -  SECOND    CLASS 0
 LB0459
 LB0459.The horizontal coordinates were scaled from a map and have
 LB0459.an estimated accuracy of +/- 6 seconds.
 LB0459
 LB0459.The orthometric height was determined by differential leveling and
 LB0459.adjusted by the NATIONAL GEODETIC SURVEY
 LB0459.in June 1991.
 LB0459
 LB0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0459.GEOID18 height accuracy estimate available here.
 LB0459
 LB0459.Click photographs - Photos may exist for this station.
 LB0459
 LB0459.The dynamic height is computed by dividing the NAVD 88
 LB0459.geopotential number by the normal gravity value computed on the
 LB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0459.degrees latitude (g = 980.6199 gals.).
 LB0459
 LB0459.The modeled gravity was interpolated from observed gravity values.
 LB0459
 LB0459;                    North         East    Units  Estimated Accuracy
 LB0459;SPC IN E     -   569,240.       53,250.      MT  (+/- 180 meters Scaled)
 LB0459
 LB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK664696(NAD 83)
 LB0459
 LB0459                          SUPERSEDED SURVEY CONTROL
 LB0459
 LB0459  NGVD 29 (??/??/92)  272.950  (m)          895.50   (f) ADJ UNCH    2 0
 LB0459
 LB0459.Superseded values are not recommended for survey control.
 LB0459
 LB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0459.See file dsdata.pdf to determine how the superseded data were derived.
 LB0459
 LB0459_MARKER: DB = BENCH MARK DISK
 LB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0459_STAMPING: B 208 1946
 LB0459_MARK LOGO: CGS
 LB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0459+STABILITY: SURFACE MOTION
 LB0459
 LB0459  HISTORY     - Date     Condition        Report By
 LB0459  HISTORY     - 1946     MONUMENTED       CGS
 LB0459
 LB0459                          STATION DESCRIPTION
 LB0459
 LB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0459'6.1 MI E FROM FOREST.
 LB0459'ABOUT 6.1 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0459'AT FOREST, ABOUT 0.25 MILE EAST OF THE INTERSECTION OF A
 LB0459'NORTH-SOUTH ROAD, SET AT A T FENCE CORNER IN THE NORTH RIGHT-OF-WAY
 LB0459'FENCE, 36 FEET NORTH AND ACROSS THE ROAD FROM A T FENCE CORNER POST
 LB0459'IN THE SOUTH RIGHT-OF-WAY FENCE, 12 FEET NORTH OF THE CENTER LINE
 LB0459'OF THE ROAD, 12 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF THE
 LB0459'T FENCE CORNER POST, AND IN LINE WITH THE FENCE LEADING NORTH, ABOUT
 LB0459'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0459'PROJECTING 6 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1572 ***********************************************************************
 LA1572  DESIGNATION -  B 209
 LA1572  PID         -  LA1572
 LA1572  STATE/COUNTY-  IN/MADISON
 LA1572  COUNTRY     -  US
 LA1572  USGS QUAD   -  ELWOOD (2019)
 LA1572
 LA1572                         *CURRENT SURVEY CONTROL
 LA1572  ______________________________________________________________________
 LA1572* NAD 83(1986) POSITION- 40 21 51.     (N) 085 48 16.     (W)   SCALED
 LA1572* NAVD 88 ORTHO HEIGHT -   266.480 (meters)      874.28  (feet) ADJUSTED
 LA1572  ______________________________________________________________________
 LA1572  GEOID HEIGHT    -        -34.258 (meters)                     GEOID18
 LA1572  DYNAMIC HEIGHT  -        266.341 (meters)      873.82  (feet) COMP
 LA1572  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 LA1572
 LA1572  VERT ORDER      -  SECOND    CLASS 0
 LA1572
 LA1572.The horizontal coordinates were scaled from a map and have
 LA1572.an estimated accuracy of +/- 6 seconds.
 LA1572
 LA1572.The orthometric height was determined by differential leveling and
 LA1572.adjusted by the NATIONAL GEODETIC SURVEY
 LA1572.in June 1991.
 LA1572
 LA1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1572.GEOID18 height accuracy estimate available here.
 LA1572
 LA1572.Click photographs - Photos may exist for this station.
 LA1572
 LA1572.The dynamic height is computed by dividing the NAVD 88
 LA1572.geopotential number by the normal gravity value computed on the
 LA1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1572.degrees latitude (g = 980.6199 gals.).
 LA1572
 LA1572.The modeled gravity was interpolated from observed gravity values.
 LA1572
 LA1572;                    North         East    Units  Estimated Accuracy
 LA1572;SPC IN E     -   567,960.       88,300.      MT  (+/- 180 meters Scaled)
 LA1572
 LA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK015688(NAD 83)
 LA1572
 LA1572                          SUPERSEDED SURVEY CONTROL
 LA1572
 LA1572  NGVD 29 (??/??/92)  266.611  (m)          874.71   (f) ADJ UNCH    2 0
 LA1572
 LA1572.Superseded values are not recommended for survey control.
 LA1572
 LA1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1572.See file dsdata.pdf to determine how the superseded data were derived.
 LA1572
 LA1572_MARKER: DB = BENCH MARK DISK
 LA1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1572_STAMPING: B 209 1946
 LA1572_MARK LOGO: CGS
 LA1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1572+STABILITY: SURFACE MOTION
 LA1572
 LA1572  HISTORY     - Date     Condition        Report By
 LA1572  HISTORY     - 1946     MONUMENTED       CGS
 LA1572
 LA1572                          STATION DESCRIPTION
 LA1572
 LA1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1572'2.2 MI E FROM LEISURE.
 LA1572'ABOUT 2.15 MILES EAST ALONG A GRAVEL ROAD FROM THE HARMONY CHRISTIAN
 LA1572'CHURCH AT LEISURE, AT A NORTH-SOUTH GRAVEL CROSS ROAD AND AN OLD
 LA1572'ABANDONED SCHOOL IN THE NORTHEAST QUARTER OF THE INTERSECTION,
 LA1572'57 FEET SOUTH AND ACROSS THE EAST-WEST ROAD FROM THE SOUTHWEST
 LA1572'CORNER OF THE SCHOOL, 37 FEET EAST OF THE CENTER LINE OF THE
 LA1572'NORTH-SOUTH ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LA1572'ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 21 FEET EAST OF THE
 LA1572'FENCE CORNER POST, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN
 LA1572'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY
 LA1572'BE REACHED FROM THE METHODIST CHURCH AT RIGDON BY GOING ABOUT 0.95
 LA1572'MILE SOUTH ALONG STATE HIGHWAY 37 THENCE ABOUT 1.0 MILE WEST ALONG
 LA1572'A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0547 ***********************************************************************
 LB0547  DESIGNATION -  B 210
 LB0547  PID         -  LB0547
 LB0547  STATE/COUNTY-  IN/CLINTON
 LB0547  COUNTRY     -  US
 LB0547  USGS QUAD   -  KIRKLIN (2019)
 LB0547
 LB0547                         *CURRENT SURVEY CONTROL
 LB0547  ______________________________________________________________________
 LB0547* NAD 83(1986) POSITION- 40 12 29.     (N) 086 22 01.     (W)   SCALED
 LB0547* NAVD 88 ORTHO HEIGHT -   273.703 (meters)      897.97  (feet) ADJUSTED
 LB0547  ______________________________________________________________________
 LB0547  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 LB0547  DYNAMIC HEIGHT  -        273.553 (meters)      897.48  (feet) COMP
 LB0547  MODELED GRAVITY -    980,073.3   (mgal)                       NAVD 88
 LB0547
 LB0547  VERT ORDER      -  SECOND    CLASS 0
 LB0547
 LB0547.The horizontal coordinates were scaled from a map and have
 LB0547.an estimated accuracy of +/- 6 seconds.
 LB0547
 LB0547.The orthometric height was determined by differential leveling and
 LB0547.adjusted by the NATIONAL GEODETIC SURVEY
 LB0547.in June 1991.
 LB0547
 LB0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0547.GEOID18 height accuracy estimate available here.
 LB0547
 LB0547.Click photographs - Photos may exist for this station.
 LB0547
 LB0547.The dynamic height is computed by dividing the NAVD 88
 LB0547.geopotential number by the normal gravity value computed on the
 LB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0547.degrees latitude (g = 980.6199 gals.).
 LB0547
 LB0547.The modeled gravity was interpolated from observed gravity values.
 LB0547
 LB0547;                    North         East    Units  Estimated Accuracy
 LB0547;SPC IN W     -   550,870.      960,990.      MT  (+/- 180 meters Scaled)
 LB0547
 LB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK538510(NAD 83)
 LB0547
 LB0547                          SUPERSEDED SURVEY CONTROL
 LB0547
 LB0547  NGVD 29 (??/??/92)  273.808  (m)          898.32   (f) ADJ UNCH    2 0
 LB0547
 LB0547.Superseded values are not recommended for survey control.
 LB0547
 LB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0547.See file dsdata.pdf to determine how the superseded data were derived.
 LB0547
 LB0547_MARKER: DB = BENCH MARK DISK
 LB0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0547_SP_SET: BRIDGE WINGWALL
 LB0547_STAMPING: B 210 1946
 LB0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0547
 LB0547  HISTORY     - Date     Condition        Report By
 LB0547  HISTORY     - 1946     MONUMENTED       CGS
 LB0547
 LB0547                          STATION DESCRIPTION
 LB0547
 LB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0547'1.1 MI NW FROM KIRKLIN.
 LB0547'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0547'LIBRARY AT KIRKLIN, ABOUT 0.4 MILE SOUTH OF A CROSS ROAD, SET IN
 LB0547'THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF A
 LB0547'CONCRETE DECK STEEL BRIDGE OVER A CREEK, 12.5 FEET EAST OF THE
 LB0547'CENTER LINE OF THE HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE BRIDGE
 LB0547'FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0548 ***********************************************************************
 LB0548  DESIGNATION -  B 210 RESET
 LB0548  PID         -  LB0548
 LB0548  STATE/COUNTY-  IN/CLINTON
 LB0548  COUNTRY     -  US
 LB0548  USGS QUAD   -  KIRKLIN (2019)
 LB0548
 LB0548                         *CURRENT SURVEY CONTROL
 LB0548  ______________________________________________________________________
 LB0548* NAD 83(1986) POSITION- 40 12 31.     (N) 086 22 03.     (W)   SCALED
 LB0548* NAVD 88 ORTHO HEIGHT -   273.80  (meters)      898.3   (feet) RESET
 LB0548  ______________________________________________________________________
 LB0548  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 LB0548  VERT ORDER      -  THIRD
 LB0548
 LB0548.The horizontal coordinates were scaled from a map and have
 LB0548.an estimated accuracy of +/- 6 seconds.
 LB0548
 LB0548.The orthometric height was computed from unverified reset data.
 LB0548
 LB0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0548.GEOID18 height accuracy estimate available here.
 LB0548
 LB0548.Click photographs - Photos may exist for this station.
 LB0548
 LB0548;                    North         East    Units  Estimated Accuracy
 LB0548;SPC IN W     -   550,930.      960,940.      MT  (+/- 180 meters Scaled)
 LB0548
 LB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK538511(NAD 83)
 LB0548
 LB0548                          SUPERSEDED SURVEY CONTROL
 LB0548
 LB0548.No superseded survey control is available for this station.
 LB0548
 LB0548_MARKER: DB = BENCH MARK DISK
 LB0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0548_SP_SET: BRIDGE
 LB0548_STAMPING: B 210 RESET 1960
 LB0548_MARK LOGO: CGS
 LB0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0548
 LB0548  HISTORY     - Date     Condition        Report By
 LB0548  HISTORY     - 1960     MONUMENTED       INHD
 LB0548
 LB0548                          STATION DESCRIPTION
 LB0548
 LB0548'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 LB0548'1.1 MI NW FROM KIRKLIN.
 LB0548'THIS MARK IS LOCATED 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 421
 LB0548'FROM THE PUBLIC LIBRARY AT KIRKLIN, 0.4 MILE SOUTH OF A CROSS
 LB0548'ROAD, SET IN THE TOP OF THE NORTH END OF THE NORTHEAST WING OF
 LB0548'A CONCRETE BRIDGE OVER A CREEK, 19.0 FEET EAST OF THE CENTERLINE
 LB0548'OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1834 ***********************************************************************
 LA1834  DESIGNATION -  B 213
 LA1834  PID         -  LA1834
 LA1834  STATE/COUNTY-  IN/HUNTINGTON
 LA1834  COUNTRY     -  US
 LA1834  USGS QUAD   -  MOUNT ETNA (2019)
 LA1834
 LA1834                         *CURRENT SURVEY CONTROL
 LA1834  ______________________________________________________________________
 LA1834* NAD 83(1986) POSITION- 40 44 17.     (N) 085 31 01.     (W)   SCALED
 LA1834* NAVD 88 ORTHO HEIGHT -   247.308 (meters)      811.38  (feet) ADJUSTED
 LA1834  ______________________________________________________________________
 LA1834  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LA1834  DYNAMIC HEIGHT  -        247.187 (meters)      810.98  (feet) COMP
 LA1834  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LA1834
 LA1834  VERT ORDER      -  SECOND    CLASS 0
 LA1834
 LA1834.The horizontal coordinates were scaled from a map and have
 LA1834.an estimated accuracy of +/- 6 seconds.
 LA1834
 LA1834.The orthometric height was determined by differential leveling and
 LA1834.adjusted by the NATIONAL GEODETIC SURVEY
 LA1834.in June 1991.
 LA1834
 LA1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1834.GEOID18 height accuracy estimate available here.
 LA1834
 LA1834.Click photographs - Photos may exist for this station.
 LA1834
 LA1834.The dynamic height is computed by dividing the NAVD 88
 LA1834.geopotential number by the normal gravity value computed on the
 LA1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1834.degrees latitude (g = 980.6199 gals.).
 LA1834
 LA1834.The modeled gravity was interpolated from observed gravity values.
 LA1834
 LA1834;                    North         East    Units  Estimated Accuracy
 LA1834;SPC IN E     -   609,480.      112,650.      MT  (+/- 180 meters Scaled)
 LA1834
 LA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252107(NAD 83)
 LA1834
 LA1834                          SUPERSEDED SURVEY CONTROL
 LA1834
 LA1834  NGVD 29 (??/??/92)  247.439  (m)          811.81   (f) ADJ UNCH    2 0
 LA1834
 LA1834.Superseded values are not recommended for survey control.
 LA1834
 LA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1834.See file dsdata.pdf to determine how the superseded data were derived.
 LA1834
 LA1834_MARKER: DB = BENCH MARK DISK
 LA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1834_STAMPING: B 213 1947
 LA1834_MARK LOGO: CGS
 LA1834_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1834+STABILITY: SURFACE MOTION
 LA1834
 LA1834  HISTORY     - Date     Condition        Report By
 LA1834  HISTORY     - 1947     MONUMENTED       CGS
 LA1834
 LA1834                          STATION DESCRIPTION
 LA1834
 LA1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1834'2.6 MI E FROM MT ETNA.
 LA1834'ABOUT 2.55 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA1834'WITH STATE HIGHWAY 9 AND 37 AT MT. ETNA, AT THE JUNCTION OF A
 LA1834'GRAVEL ROAD SOUTH AND A TURN IN THE HIGHWAY WITH TANGENTS WEST
 LA1834'AND NORTH, 25 FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT
 LA1834'OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH
 LA1834'AND THE PROLONGED CENTER LINE OF THE NORTH TANGENT OF THE HIGHWAY,
 LA1834'5 FEET NORTHEAST OF THE FENCE CORNER POST AROUND THE FARM YARD
 LA1834'AT H.M. BROWDER FARM, 7 FEET SOUTH OF A POWER POLE, 1 FOOT EAST
 LA1834'OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1834'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1834'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0903 ***********************************************************************
 LA0903  DESIGNATION -  B 214
 LA0903  PID         -  LA0903
 LA0903  STATE/COUNTY-  IN/HUNTINGTON
 LA0903  COUNTRY     -  US
 LA0903  USGS QUAD   -  MARKLE (2019)
 LA0903
 LA0903                         *CURRENT SURVEY CONTROL
 LA0903  ______________________________________________________________________
 LA0903* NAD 83(1986) POSITION- 40 47 47.     (N) 085 21 27.     (W)   SCALED
 LA0903* NAVD 88 ORTHO HEIGHT -   245.973 (meters)      807.00  (feet) ADJUSTED
 LA0903  ______________________________________________________________________
 LA0903  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 LA0903  DYNAMIC HEIGHT  -        245.855 (meters)      806.61  (feet) COMP
 LA0903  MODELED GRAVITY -    980,140.4   (mgal)                       NAVD 88
 LA0903
 LA0903  VERT ORDER      -  SECOND    CLASS 0
 LA0903
 LA0903.The horizontal coordinates were scaled from a map and have
 LA0903.an estimated accuracy of +/- 6 seconds.
 LA0903
 LA0903.The orthometric height was determined by differential leveling and
 LA0903.adjusted by the NATIONAL GEODETIC SURVEY
 LA0903.in June 1991.
 LA0903
 LA0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0903.GEOID18 height accuracy estimate available here.
 LA0903
 LA0903.Click photographs - Photos may exist for this station.
 LA0903
 LA0903.The dynamic height is computed by dividing the NAVD 88
 LA0903.geopotential number by the normal gravity value computed on the
 LA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0903.degrees latitude (g = 980.6199 gals.).
 LA0903
 LA0903.The modeled gravity was interpolated from observed gravity values.
 LA0903
 LA0903;                    North         East    Units  Estimated Accuracy
 LA0903;SPC IN E     -   615,990.      126,090.      MT  (+/- 180 meters Scaled)
 LA0903
 LA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL385174(NAD 83)
 LA0903
 LA0903                          SUPERSEDED SURVEY CONTROL
 LA0903
 LA0903  NGVD 29 (??/??/92)  246.109  (m)          807.44   (f) ADJ UNCH    2 0
 LA0903
 LA0903.Superseded values are not recommended for survey control.
 LA0903
 LA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0903.See file dsdata.pdf to determine how the superseded data were derived.
 LA0903
 LA0903_MARKER: DB = BENCH MARK DISK
 LA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0903_SP_SET: BRIDGE
 LA0903_STAMPING: B 214 1947
 LA0903_MARK LOGO: CGS
 LA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0903
 LA0903  HISTORY     - Date     Condition        Report By
 LA0903  HISTORY     - 1947     MONUMENTED       CGS
 LA0903  HISTORY     - 1961     GOOD             CGS
 LA0903
 LA0903                          STATION DESCRIPTION
 LA0903
 LA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0903'2.2 MI SW FROM MARKLE.
 LA0903'ABOUT 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 LA0903'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, SET IN THE TOP OF
 LA0903'THE WEST END OF THE EAST WING WALL AT THE NORTH END OF A 170-FOOT
 LA0903'CONCRETE BRIDGE OVER ROCK CREEK, 19 FEET EAST OF THE CENTER
 LA0903'LINE OF THE HIGHWAY, 4 FEET EAST OF THE CONCRETE BANISTER AND
 LA0903'ABOUT 1 FOOT ABOVE THE HIGHWAY.
 LA0903
 LA0903                          STATION RECOVERY (1961)
 LA0903
 LA0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0964 ***********************************************************************
 LA0964  DESIGNATION -  B 216
 LA0964  PID         -  LA0964
 LA0964  STATE/COUNTY-  IN/HUNTINGTON
 LA0964  COUNTRY     -  US
 LA0964  USGS QUAD   -  WARREN (2019)
 LA0964
 LA0964                         *CURRENT SURVEY CONTROL
 LA0964  ______________________________________________________________________
 LA0964* NAD 83(1986) POSITION- 40 40 54.9    (N) 085 25 28.8    (W)   HD_HELD2
 LA0964* NAVD 88 ORTHO HEIGHT -   252.980 (meters)      829.99  (feet) ADJUSTED
 LA0964  ______________________________________________________________________
 LA0964  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 LA0964  DYNAMIC HEIGHT  -        252.854 (meters)      829.57  (feet) COMP
 LA0964  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LA0964
 LA0964  VERT ORDER      -  SECOND    CLASS 0
 LA0964
 LA0964.The horizontal coordinates were established by autonomous hand held GPS
 LA0964.observations and have an estimated accuracy of +/- 10 meters.
 LA0964
 LA0964.The orthometric height was determined by differential leveling and
 LA0964.adjusted by the NATIONAL GEODETIC SURVEY
 LA0964.in June 1991.
 LA0964
 LA0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0964.GEOID18 height accuracy estimate available here.
 LA0964
 LA0964.Click photographs - Photos may exist for this station.
 LA0964
 LA0964.The dynamic height is computed by dividing the NAVD 88
 LA0964.geopotential number by the normal gravity value computed on the
 LA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0964.degrees latitude (g = 980.6199 gals.).
 LA0964
 LA0964.The modeled gravity was interpolated from observed gravity values.
 LA0964
 LA0964;                    North         East    Units  Estimated Accuracy
 LA0964;SPC IN E     -   603,264.      120,458.      MT  (+/- 10 meters HH2 GPS)
 LA0964
 LA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3312504640(NAD 83)
 LA0964
 LA0964                          SUPERSEDED SURVEY CONTROL
 LA0964
 LA0964  NGVD 29 (??/??/92)  253.112  (m)          830.42   (f) ADJ UNCH    2 0
 LA0964
 LA0964.Superseded values are not recommended for survey control.
 LA0964
 LA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0964.See file dsdata.pdf to determine how the superseded data were derived.
 LA0964
 LA0964_MARKER: DB = BENCH MARK DISK
 LA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0964_STAMPING: B 216 1947
 LA0964_MARK LOGO: CGS
 LA0964_PROJECTION: FLUSH
 LA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0964+STABILITY: SURFACE MOTION
 LA0964
 LA0964  HISTORY     - Date     Condition        Report By
 LA0964  HISTORY     - 1947     MONUMENTED       CGS
 LA0964
 LA0964                          STATION DESCRIPTION
 LA0964
 LA0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0964'AT WARREN.
 LA0964'AT WARREN, AT THE SALAMONIE TOWNSHIP SCHOOL, ABOUT 1/2 BLOCK NORTH
 LA0964'OF STATE HIGHWAY 5, 136 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LA0964'OF THE SCHOOL BUILDING, 111 FEET SOUTHWEST OF THE FLAG POLE, 24
 LA0964'FEET SOUTH OF THE PROLONGED CENTER LINE OF THE WALK TO THE MAIN
 LA0964'ENTRANCE TO THE SCHOOL, 1.7 FEET WEST OF THE WEST EDGE OF A
 LA0964'NORTH-SOUTH WALK ALONG THE STREET, 3 FEET NORTH OF THE NORTH EDGE
 LA0964'OF A SHORT WALK CONNECTING THE STREET AND SIDE WALK, 8 FEET OF
 LA0964'THE EAST CURB OF THE NORTH-SOUTH STREET, AND SET IN THE TOP OF A
 LA0964'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0965 ***********************************************************************
 LA0965  DESIGNATION -  B 216 RESET
 LA0965  PID         -  LA0965
 LA0965  STATE/COUNTY-  IN/HUNTINGTON
 LA0965  COUNTRY     -  US
 LA0965  USGS QUAD   -  WARREN (2019)
 LA0965
 LA0965                         *CURRENT SURVEY CONTROL
 LA0965  ______________________________________________________________________
 LA0965* NAD 83(1986) POSITION- 40 40 55.     (N) 085 25 28.     (W)   SCALED
 LA0965* NAVD 88 ORTHO HEIGHT -   252.93  (meters)      829.8   (feet) RESET
 LA0965  ______________________________________________________________________
 LA0965  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 LA0965  VERT ORDER      -  THIRD
 LA0965
 LA0965.The horizontal coordinates were scaled from a map and have
 LA0965.an estimated accuracy of +/- 6 seconds.
 LA0965
 LA0965.The orthometric height was computed from unverified reset data.
 LA0965
 LA0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0965.GEOID18 height accuracy estimate available here.
 LA0965
 LA0965.Click photographs - Photos may exist for this station.
 LA0965
 LA0965;                    North         East    Units  Estimated Accuracy
 LA0965;SPC IN E     -   603,270.      120,480.      MT  (+/- 180 meters Scaled)
 LA0965
 LA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL331046(NAD 83)
 LA0965
 LA0965                          SUPERSEDED SURVEY CONTROL
 LA0965
 LA0965  NGVD 29 (??/??/??)  253.07   (m)          830.3    (f) RESET       3  
 LA0965
 LA0965.Superseded values are not recommended for survey control.
 LA0965
 LA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0965.See file dsdata.pdf to determine how the superseded data were derived.
 LA0965
 LA0965_MARKER: DB = BENCH MARK DISK
 LA0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0965_STAMPING: B 216 1947
 LA0965_MARK LOGO: CGS
 LA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0965+STABILITY: SURFACE MOTION
 LA0965
 LA0965  HISTORY     - Date     Condition        Report By
 LA0965  HISTORY     - 1947     MONUMENTED       LOCSUR
 LA0965  HISTORY     - 1965     GOOD             CGS
 LA0965
 LA0965                          STATION DESCRIPTION
 LA0965
 LA0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LA0965'AT WARREN.
 LA0965'IN HUNTINGTON COUNTY AT WARREN, AT THE SALAMONIE TOWNSHIP SCHOOL,
 LA0965'1/2 BLOCK NORTH OF STATE ROAD 5, SET IN THE TOP OF A CONCRETE POST
 LA0965'SURROUNDED BY CONCRETE, 136 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LA0965'OF THE SCHOOL BUILDING, 111 FEET SOUTHWEST OF THE FLAG POLE, 24
 LA0965'FEET SOUTH OF THE EXTENDED CENTERLINE OF THE WALK TO THE MAIN
 LA0965'ENTRANCE TO THE SCHOOL, 8 FEET NORTH OF THE SOUTH EDGE OF THE
 LA0965'CONCRETE UNLOADING APRON BETWEEN THE SIDEWALK AND THE STREET, 8
 LA0965'FEET EAST OF THE EAST CURB OF THE NORTH-SOUTH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1497 ***********************************************************************
 LA1497  DESIGNATION -  B 217
 LA1497  PID         -  LA1497
 LA1497  STATE/COUNTY-  IN/GRANT
 LA1497  COUNTRY     -  US
 LA1497  USGS QUAD   -  GAS CITY (2019)
 LA1497
 LA1497                         *CURRENT SURVEY CONTROL
 LA1497  ______________________________________________________________________
 LA1497* NAD 83(1986) POSITION- 40 23 38.     (N) 085 35 50.     (W)   SCALED
 LA1497* NAVD 88 ORTHO HEIGHT -   268.263 (meters)      880.13  (feet) ADJUSTED
 LA1497  ______________________________________________________________________
 LA1497  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 LA1497  DYNAMIC HEIGHT  -        268.125 (meters)      879.67  (feet) COMP
 LA1497  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 LA1497
 LA1497  VERT ORDER      -  SECOND    CLASS 0
 LA1497
 LA1497.The horizontal coordinates were scaled from a map and have
 LA1497.an estimated accuracy of +/- 6 seconds.
 LA1497
 LA1497.The orthometric height was determined by differential leveling and
 LA1497.adjusted by the NATIONAL GEODETIC SURVEY
 LA1497.in June 1991.
 LA1497
 LA1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1497.GEOID18 height accuracy estimate available here.
 LA1497
 LA1497.Click photographs - Photos may exist for this station.
 LA1497
 LA1497.The dynamic height is computed by dividing the NAVD 88
 LA1497.geopotential number by the normal gravity value computed on the
 LA1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1497.degrees latitude (g = 980.6199 gals.).
 LA1497
 LA1497.The modeled gravity was interpolated from observed gravity values.
 LA1497
 LA1497;                    North         East    Units  Estimated Accuracy
 LA1497;SPC IN E     -   571,260.      105,900.      MT  (+/- 180 meters Scaled)
 LA1497
 LA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK190724(NAD 83)
 LA1497
 LA1497                          SUPERSEDED SURVEY CONTROL
 LA1497
 LA1497  NGVD 29 (??/??/92)  268.401  (m)          880.58   (f) ADJ UNCH    2 0
 LA1497
 LA1497.Superseded values are not recommended for survey control.
 LA1497
 LA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1497.See file dsdata.pdf to determine how the superseded data were derived.
 LA1497
 LA1497_MARKER: DB = BENCH MARK DISK
 LA1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1497_SP_SET: BRIDGE
 LA1497_STAMPING: B 217 1947
 LA1497_MARK LOGO: CGS
 LA1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1497
 LA1497  HISTORY     - Date     Condition        Report By
 LA1497  HISTORY     - 1947     MONUMENTED       CGS
 LA1497
 LA1497                          STATION DESCRIPTION
 LA1497
 LA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1497'4.1 MI SE FROM FAIRMOUNT.
 LA1497'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1497'STATION AT FAIRMOUNT, THENCE ABOUT 2.5 MILES EAST ALONG A
 LA1497'GRAVEL COUNTY ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA1497'NORTH, SET IN THE TOP OF THE NORTHWEST WING WALL OF A 12 FOOT
 LA1497'CONCRETE BRIDGE OVER A DRAINAGE DITCH, 31 FEET EAST OF THE CENTER
 LA1497'LINE OF THE SIDE ROAD, 11.5 FEET NORTH OF THE CENTER LINE OF
 LA1497'THE EAST-WEST ROAD, 1 FOOT NORTH OF THE CONCRETE RAILING AND
 LA1497'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1508 ***********************************************************************
 LA1508  DESIGNATION -  B 219
 LA1508  PID         -  LA1508
 LA1508  STATE/COUNTY-  IN/MADISON
 LA1508  COUNTRY     -  US
 LA1508  USGS QUAD   -  GILMAN (2019)
 LA1508
 LA1508                         *CURRENT SURVEY CONTROL
 LA1508  ______________________________________________________________________
 LA1508* NAD 83(1986) POSITION- 40 11 37.     (N) 085 35 37.     (W)   SCALED
 LA1508* NAVD 88 ORTHO HEIGHT -   264.064 (meters)      866.35  (feet) ADJUSTED
 LA1508  ______________________________________________________________________
 LA1508  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 LA1508  DYNAMIC HEIGHT  -        263.924 (meters)      865.89  (feet) COMP
 LA1508  MODELED GRAVITY -    980,090.2   (mgal)                       NAVD 88
 LA1508
 LA1508  VERT ORDER      -  SECOND    CLASS 0
 LA1508
 LA1508.The horizontal coordinates were scaled from a map and have
 LA1508.an estimated accuracy of +/- 6 seconds.
 LA1508
 LA1508.The orthometric height was determined by differential leveling and
 LA1508.adjusted by the NATIONAL GEODETIC SURVEY
 LA1508.in June 1991.
 LA1508
 LA1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1508.GEOID18 height accuracy estimate available here.
 LA1508
 LA1508.Click photographs - Photos may exist for this station.
 LA1508
 LA1508.The dynamic height is computed by dividing the NAVD 88
 LA1508.geopotential number by the normal gravity value computed on the
 LA1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1508.degrees latitude (g = 980.6199 gals.).
 LA1508
 LA1508.The modeled gravity was interpolated from observed gravity values.
 LA1508
 LA1508;                    North         East    Units  Estimated Accuracy
 LA1508;SPC IN E     -   549,020.      106,220.      MT  (+/- 180 meters Scaled)
 LA1508
 LA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK197501(NAD 83)
 LA1508
 LA1508                          SUPERSEDED SURVEY CONTROL
 LA1508
 LA1508  NGVD 29 (??/??/92)  264.206  (m)          866.82   (f) ADJ UNCH    2 0
 LA1508
 LA1508.Superseded values are not recommended for survey control.
 LA1508
 LA1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1508.See file dsdata.pdf to determine how the superseded data were derived.
 LA1508
 LA1508_MARKER: DB = BENCH MARK DISK
 LA1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1508_SP_SET: BRIDGE
 LA1508_STAMPING: B 219 1947
 LA1508_MARK LOGO: CGS
 LA1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1508
 LA1508  HISTORY     - Date     Condition        Report By
 LA1508  HISTORY     - 1947     MONUMENTED       CGS
 LA1508  HISTORY     - 1972     GOOD             LOCSUR
 LA1508
 LA1508                          STATION DESCRIPTION
 LA1508
 LA1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1508'0.4 MI E FROM MOONVILLE.
 LA1508'ABOUT 0.4 MILE EAST ALONG A GRAVEL COUNTY ROAD FROM THE CROSSROADS
 LA1508'AT MOONVILLE, ABOUT 0.95 MILE WEST OF THE MADISON-DELAWARE COUNTY
 LA1508'LINE CROSSROAD, SET IN THE TOP OF THE SOUTHEAST WING WALL OF A
 LA1508'100-FOOT CONCRETE DECK STEEL BRIDGE OVER BIG KILBUCK CREEK, 13
 LA1508'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 LA1508'NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT GILMAN, MADISON
 LA1508'COUNTY BY GOING ABOUT 2.7 MILE SOUTH ALONG THE DELAWARE-MADISON
 LA1508'COUNTY LINE ROAD THENCE ABOUT 0.95 MILE WEST ALONG A ROAD LEADING
 LA1508'TO LINWOOD VIA MOONVILLE.
 LA1508
 LA1508                          STATION RECOVERY (1972)
 LA1508
 LA1508'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LA1508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0593 ***********************************************************************
 MD0593  DESIGNATION -  B 22
 MD0593  PID         -  MD0593
 MD0593  STATE/COUNTY-  IN/STEUBEN
 MD0593  COUNTRY     -  US
 MD0593  USGS QUAD   -  ANGOLA EAST (2019)
 MD0593
 MD0593                         *CURRENT SURVEY CONTROL
 MD0593  ______________________________________________________________________
 MD0593* NAD 83(1986) POSITION- 41 38 48.     (N) 084 59 57.     (W)   SCALED
 MD0593* NAVD 88 ORTHO HEIGHT -   319.267 (meters)     1047.46  (feet) ADJUSTED
 MD0593  ______________________________________________________________________
 MD0593  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 MD0593  DYNAMIC HEIGHT  -        319.146 (meters)     1047.06  (feet) COMP
 MD0593  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 MD0593
 MD0593  VERT ORDER      -  SECOND    CLASS 0
 MD0593
 MD0593.The horizontal coordinates were scaled from a map and have
 MD0593.an estimated accuracy of +/- 6 seconds.
 MD0593
 MD0593.The orthometric height was determined by differential leveling and
 MD0593.adjusted by the NATIONAL GEODETIC SURVEY
 MD0593.in June 1991.
 MD0593
 MD0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0593.GEOID18 height accuracy estimate available here.
 MD0593
 MD0593.Click photographs - Photos may exist for this station.
 MD0593
 MD0593.The dynamic height is computed by dividing the NAVD 88
 MD0593.geopotential number by the normal gravity value computed on the
 MD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0593.degrees latitude (g = 980.6199 gals.).
 MD0593
 MD0593.The modeled gravity was interpolated from observed gravity values.
 MD0593
 MD0593;                    North         East    Units  Estimated Accuracy
 MD0593;SPC IN E     -   710,590.      155,610.      MT  (+/- 180 meters Scaled)
 MD0593
 MD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM666124(NAD 83)
 MD0593
 MD0593                          SUPERSEDED SURVEY CONTROL
 MD0593
 MD0593  NGVD 29 (??/??/92)  319.400  (m)         1047.90   (f) ADJ UNCH    2 0
 MD0593
 MD0593.Superseded values are not recommended for survey control.
 MD0593
 MD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0593.See file dsdata.pdf to determine how the superseded data were derived.
 MD0593
 MD0593_MARKER: DB = BENCH MARK DISK
 MD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0593_STAMPING: B 22 1934
 MD0593_MARK LOGO: CGS
 MD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0593+STABILITY: SURFACE MOTION
 MD0593
 MD0593  HISTORY     - Date     Condition        Report By
 MD0593  HISTORY     - 1934     MONUMENTED       CGS
 MD0593  HISTORY     - 1965     MARK NOT FOUND   CGS
 MD0593  HISTORY     - 20180523 MARK NOT FOUND   MIDT
 MD0593  HISTORY     - 20180718 MARK NOT FOUND   INDOT
 MD0593
 MD0593                          STATION DESCRIPTION
 MD0593
 MD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0593'0.9 MI N FROM ANGOLA.
 MD0593'0.9 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0593'STATION AT ANGOLA, STEUBEN COUNTY, 50 YARDS NORTHWEST OF MILEPOST
 MD0593'41, 58 YARDS NORTH OF THE CROSSING OF THE CENTERLINE OF U.S.
 MD0593'HIGHWAY 27 AND THE WEST RAIL, 21 YARDS SOUTH OF THE SOUTH END OF
 MD0593'THE EAST BALUSTRADE OF A HIGHWAY BRIDGE, 12.2 FEET WEST OF THE
 MD0593'WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MD0593'DISK, STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0593'NOTE-- MINOR RAILROAD RELOCATION AND ELEVATION OF U.S. 27
 MD0593'CHANGED.
 MD0593
 MD0593                          STATION RECOVERY (1965)
 MD0593
 MD0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MD0593'MARK NOT FOUND.
 MD0593
 MD0593                          STATION RECOVERY (2018)
 MD0593
 MD0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 MD0593'THE RAILROAD STILL EXISTS BUT THE ROAD CROSSINGS DON'T EXIST ANYMORE.
 MD0593
 MD0593                          STATION RECOVERY (2018)
 MD0593
 MD0593'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0593'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1209 ***********************************************************************
 LA1209  DESIGNATION -  B 220
 LA1209  PID         -  LA1209
 LA1209  STATE/COUNTY-  IN/DELAWARE
 LA1209  COUNTRY     -  US
 LA1209  USGS QUAD   -  WHEELING (2019)
 LA1209
 LA1209                         *CURRENT SURVEY CONTROL
 LA1209  ______________________________________________________________________
 LA1209* NAD 83(1986) POSITION- 40 18 22.     (N) 085 23 17.     (W)   SCALED
 LA1209* NAVD 88 ORTHO HEIGHT -   274.280 (meters)      899.87  (feet) ADJUSTED
 LA1209  ______________________________________________________________________
 LA1209  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 LA1209  DYNAMIC HEIGHT  -        274.137 (meters)      899.40  (feet) COMP
 LA1209  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 LA1209
 LA1209  VERT ORDER      -  SECOND    CLASS 0
 LA1209
 LA1209.The horizontal coordinates were scaled from a map and have
 LA1209.an estimated accuracy of +/- 6 seconds.
 LA1209
 LA1209.The orthometric height was determined by differential leveling and
 LA1209.adjusted by the NATIONAL GEODETIC SURVEY
 LA1209.in June 1991.
 LA1209
 LA1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1209.GEOID18 height accuracy estimate available here.
 LA1209
 LA1209.Click photographs - Photos may exist for this station.
 LA1209
 LA1209.The dynamic height is computed by dividing the NAVD 88
 LA1209.geopotential number by the normal gravity value computed on the
 LA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1209.degrees latitude (g = 980.6199 gals.).
 LA1209
 LA1209.The modeled gravity was interpolated from observed gravity values.
 LA1209
 LA1209;                    North         East    Units  Estimated Accuracy
 LA1209;SPC IN E     -   561,540.      123,680.      MT  (+/- 180 meters Scaled)
 LA1209
 LA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK369629(NAD 83)
 LA1209
 LA1209                          SUPERSEDED SURVEY CONTROL
 LA1209
 LA1209  NGVD 29 (??/??/92)  274.416  (m)          900.31   (f) ADJ UNCH    2 0
 LA1209
 LA1209.Superseded values are not recommended for survey control.
 LA1209
 LA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1209.See file dsdata.pdf to determine how the superseded data were derived.
 LA1209
 LA1209_MARKER: DB = BENCH MARK DISK
 LA1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1209_STAMPING: B 220 1947
 LA1209_MARK LOGO: CGS
 LA1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1209+STABILITY: SURFACE MOTION
 LA1209
 LA1209  HISTORY     - Date     Condition        Report By
 LA1209  HISTORY     - 1947     MONUMENTED       CGS
 LA1209
 LA1209                          STATION DESCRIPTION
 LA1209
 LA1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1209'4 MI NW FROM ROYERTON.
 LA1209'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1209'AT ROYERTON, THENCE ABOUT 1.0 MILE WEST ALONG A COUNTY ROAD, AT
 LA1209'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 35 FEET NORTH OF
 LA1209'THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF THE CENTER
 LA1209'LINE OF THE SIDE ROAD, 23 FEET NORTHWEST OF A FENCE CORNER, 28
 LA1209'FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A WHITE WOODEN
 LA1209'WITNESS POST, ABOUT 1.5 FEET BELOW THE ROAD AND SET IN THE TOP
 LA1209'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0660 ***********************************************************************
 LA0660  DESIGNATION -  B 221
 LA0660  PID         -  LA0660
 LA0660  STATE/COUNTY-  IN/ADAMS
 LA0660  COUNTRY     -  US
 LA0660  USGS QUAD   -  HOAGLAND (2019)
 LA0660
 LA0660                         *CURRENT SURVEY CONTROL
 LA0660  ______________________________________________________________________
 LA0660* NAD 83(1986) POSITION- 40 53 00.     (N) 084 57 52.     (W)   SCALED
 LA0660* NAVD 88 ORTHO HEIGHT -   245.744 (meters)      806.25  (feet) ADJUSTED
 LA0660  ______________________________________________________________________
 LA0660  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 LA0660  DYNAMIC HEIGHT  -        245.637 (meters)      805.89  (feet) COMP
 LA0660  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 LA0660
 LA0660  VERT ORDER      -  SECOND    CLASS 0
 LA0660
 LA0660.The horizontal coordinates were scaled from a map and have
 LA0660.an estimated accuracy of +/- 6 seconds.
 LA0660
 LA0660.The orthometric height was determined by differential leveling and
 LA0660.adjusted by the NATIONAL GEODETIC SURVEY
 LA0660.in June 1991.
 LA0660
 LA0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0660.GEOID18 height accuracy estimate available here.
 LA0660
 LA0660.Click photographs - Photos may exist for this station.
 LA0660
 LA0660.The dynamic height is computed by dividing the NAVD 88
 LA0660.geopotential number by the normal gravity value computed on the
 LA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0660.degrees latitude (g = 980.6199 gals.).
 LA0660
 LA0660.The modeled gravity was interpolated from observed gravity values.
 LA0660
 LA0660;                    North         East    Units  Estimated Accuracy
 LA0660;SPC IN E     -   625,840.      159,180.      MT  (+/- 180 meters Scaled)
 LA0660
 LA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL715278(NAD 83)
 LA0660
 LA0660                          SUPERSEDED SURVEY CONTROL
 LA0660
 LA0660  NGVD 29 (??/??/92)  245.90   (m)          806.8    (f) COMPUTED    2 0
 LA0660
 LA0660.Superseded values are not recommended for survey control.
 LA0660
 LA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0660.See file dsdata.pdf to determine how the superseded data were derived.
 LA0660
 LA0660_MARKER: DB = BENCH MARK DISK
 LA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0660_STAMPING: B 221 1947
 LA0660_MARK LOGO: CGS
 LA0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0660+STABILITY: SURFACE MOTION
 LA0660
 LA0660  HISTORY     - Date     Condition        Report By
 LA0660  HISTORY     - 1947     MONUMENTED       CGS
 LA0660
 LA0660                          STATION DESCRIPTION
 LA0660
 LA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0660'4.6 MI N FROM DECATUR.
 LA0660'ABOUT 4.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0660'WITH THE ERIE RAILROAD AT DECATUR, ABOUT 0.8 MILE NORTHWEST OF
 LA0660'AN EAST-WEST CROSS ROAD, ABOUT 100 YARDS SOUTHEAST OF AN ABANDONED
 LA0660'HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY, 38.5 FEET NORTHEAST
 LA0660'OF THE CENTER LINE OF THE HIGHWAY, 197 FEET NORTHWEST OF A FENCE
 LA0660'CORNER, 21.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST
 LA0660'OF A FENCE CORNER, 21.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.5
 LA0660'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 LA0660'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA0660'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0855 ***********************************************************************
 LA0855  DESIGNATION -  B 222
 LA0855  PID         -  LA0855
 LA0855  STATE/COUNTY-  IN/ALLEN
 LA0855  COUNTRY     -  US
 LA0855  USGS QUAD   -  POE (2019)
 LA0855
 LA0855                         *CURRENT SURVEY CONTROL
 LA0855  ______________________________________________________________________
 LA0855* NAD 83(1986) POSITION- 40 56 29.     (N) 085 04 28.     (W)   SCALED
 LA0855* NAVD 88 ORTHO HEIGHT -   242.121 (meters)      794.36  (feet) ADJUSTED
 LA0855  ______________________________________________________________________
 LA0855  GEOID HEIGHT    -        -33.301 (meters)                     GEOID18
 LA0855  DYNAMIC HEIGHT  -        242.017 (meters)      794.02  (feet) COMP
 LA0855  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 LA0855
 LA0855  VERT ORDER      -  SECOND    CLASS 0
 LA0855
 LA0855.The horizontal coordinates were scaled from a map and have
 LA0855.an estimated accuracy of +/- 6 seconds.
 LA0855
 LA0855.The orthometric height was determined by differential leveling and
 LA0855.adjusted by the NATIONAL GEODETIC SURVEY
 LA0855.in June 1991.
 LA0855
 LA0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0855.GEOID18 height accuracy estimate available here.
 LA0855
 LA0855.Click photographs - Photos may exist for this station.
 LA0855
 LA0855.The dynamic height is computed by dividing the NAVD 88
 LA0855.geopotential number by the normal gravity value computed on the
 LA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0855.degrees latitude (g = 980.6199 gals.).
 LA0855
 LA0855.The modeled gravity was interpolated from observed gravity values.
 LA0855
 LA0855;                    North         East    Units  Estimated Accuracy
 LA0855;SPC IN E     -   632,220.      149,870.      MT  (+/- 180 meters Scaled)
 LA0855
 LA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL620340(NAD 83)
 LA0855
 LA0855                          SUPERSEDED SURVEY CONTROL
 LA0855
 LA0855  NGVD 29 (??/??/92)  242.273  (m)          794.86   (f) ADJ UNCH    2 0
 LA0855
 LA0855.Superseded values are not recommended for survey control.
 LA0855
 LA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0855.See file dsdata.pdf to determine how the superseded data were derived.
 LA0855
 LA0855_MARKER: DB = BENCH MARK DISK
 LA0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0855_STAMPING: B 222 1947
 LA0855_MARK LOGO: CGS
 LA0855_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0855+STABILITY: SURFACE MOTION
 LA0855
 LA0855  HISTORY     - Date     Condition        Report By
 LA0855  HISTORY     - 1947     MONUMENTED       CGS
 LA0855  HISTORY     - 1968     GOOD             CGS
 LA0855
 LA0855                          STATION DESCRIPTION
 LA0855
 LA0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0855'0.8 MI NW FROM POE.
 LA0855'ABOUT 0.8 MILE NORTHEAST ALONG A BLACKTOP ROAD FROM THE M.E.
 LA0855'CHURCH AT POE ABOUT 1.15 MILES SOUTHWEST OF THE INTERSECTION
 LA0855'OF U.S. 27 AND 33 AT A GRAVEL CROSSROAD, 26 FT. SOUTH OF THE
 LA0855'C/L OF THE BLACKTOP ROAD, 29 FT. WEST OF THE C/L OF THE CROSSROAD,
 LA0855'3.5 FT. EAST OF A PWP, 60/885, 21 FT. NORTHWEST OF PWP 42518,
 LA0855'2 FT. WEST OF A STEEL WITNESS POST, ABOUT 0.5 FT. BELOW THE
 LA0855'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0557 ***********************************************************************
 MD0557  DESIGNATION -  B 223
 MD0557  PID         -  MD0557
 MD0557  STATE/COUNTY-  IN/ALLEN
 MD0557  COUNTRY     -  US
 MD0557  USGS QUAD   -  MAPLES (2019)
 MD0557
 MD0557                         *CURRENT SURVEY CONTROL
 MD0557  ______________________________________________________________________
 MD0557* NAD 83(1986) POSITION- 41 00 26.     (N) 084 55 51.     (W)   SCALED
 MD0557* NAVD 88 ORTHO HEIGHT -   240.591 (meters)      789.34  (feet) ADJUSTED
 MD0557  ______________________________________________________________________
 MD0557  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 MD0557  DYNAMIC HEIGHT  -        240.491 (meters)      789.01  (feet) COMP
 MD0557  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 MD0557
 MD0557  VERT ORDER      -  SECOND    CLASS 0
 MD0557
 MD0557.The horizontal coordinates were scaled from a map and have
 MD0557.an estimated accuracy of +/- 6 seconds.
 MD0557
 MD0557.The orthometric height was determined by differential leveling and
 MD0557.adjusted by the NATIONAL GEODETIC SURVEY
 MD0557.in June 1991.
 MD0557
 MD0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0557.GEOID18 height accuracy estimate available here.
 MD0557
 MD0557.Click photographs - Photos may exist for this station.
 MD0557
 MD0557.The dynamic height is computed by dividing the NAVD 88
 MD0557.geopotential number by the normal gravity value computed on the
 MD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0557.degrees latitude (g = 980.6199 gals.).
 MD0557
 MD0557.The modeled gravity was interpolated from observed gravity values.
 MD0557
 MD0557;                    North         East    Units  Estimated Accuracy
 MD0557;SPC IN E     -   639,620.      161,900.      MT  (+/- 180 meters Scaled)
 MD0557
 MD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740416(NAD 83)
 MD0557
 MD0557                          SUPERSEDED SURVEY CONTROL
 MD0557
 MD0557  NGVD 29 (??/??/92)  240.747  (m)          789.85   (f) ADJ UNCH    2 0
 MD0557
 MD0557.Superseded values are not recommended for survey control.
 MD0557
 MD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0557.See file dsdata.pdf to determine how the superseded data were derived.
 MD0557
 MD0557_MARKER: DB = BENCH MARK DISK
 MD0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0557_STAMPING: B 223 1947
 MD0557_MARK LOGO: CGS
 MD0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0557+STABILITY: SURFACE MOTION
 MD0557
 MD0557  HISTORY     - Date     Condition        Report By
 MD0557  HISTORY     - 1947     MONUMENTED       CGS
 MD0557  HISTORY     - 1962     GOOD             CGS
 MD0557
 MD0557                          STATION DESCRIPTION
 MD0557
 MD0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0557'2.2 MI ESE FROM MAPLES.
 MD0557'ABOUT 1.1 MILES SOUTHEASTERLY ALONG ROAD ON NORTHEASTERN SIDE
 MD0557'OF PENNSYLVANIA RAILROAD FROM THE CROSSING OF FRANKE ROAD AT
 MD0557'MAPLES, THENCE 1.1 MILES E ALONG MAPLES ROAD TO A STEM-NORTH
 MD0557'T-INTERSECTION AND THE MARK ON THE RIGHT, ABOUT 78 YARDS E OF A
 MD0557'STEM-SOUTH ROAD T-INTERSECTION, 20 FEET S OF CENTER LINE OF MAPLES
 MD0557'ROAD, ABOUT LEVEL WITH SAME, 13 FEET E OF A TENSION-BRACE POWER
 MD0557'POLE, ON THE PROJECTED CENTER LINE OF WILSON ROAD FROM THE
 MD0557'N, 1.7 FEET E OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT
 MD0557'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0624 ***********************************************************************
 LA0624  DESIGNATION -  B 224
 LA0624  PID         -  LA0624
 LA0624  STATE/COUNTY-  IN/ADAMS
 LA0624  COUNTRY     -  US
 LA0624  USGS QUAD   -  DECATUR (2019)
 LA0624
 LA0624                         *CURRENT SURVEY CONTROL
 LA0624  ______________________________________________________________________
 LA0624* NAD 83(1986) POSITION- 40 46 26.     (N) 084 56 15.     (W)   SCALED
 LA0624* NAVD 88 ORTHO HEIGHT -   248.401 (meters)      814.96  (feet) ADJUSTED
 LA0624  ______________________________________________________________________
 LA0624  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 LA0624  DYNAMIC HEIGHT  -        248.289 (meters)      814.59  (feet) COMP
 LA0624  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 LA0624
 LA0624  VERT ORDER      -  SECOND    CLASS 0
 LA0624
 LA0624.The horizontal coordinates were scaled from a map and have
 LA0624.an estimated accuracy of +/- 6 seconds.
 LA0624
 LA0624.The orthometric height was determined by differential leveling and
 LA0624.adjusted by the NATIONAL GEODETIC SURVEY
 LA0624.in June 1991.
 LA0624
 LA0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0624.GEOID18 height accuracy estimate available here.
 LA0624
 LA0624.Click photographs - Photos may exist for this station.
 LA0624
 LA0624.The dynamic height is computed by dividing the NAVD 88
 LA0624.geopotential number by the normal gravity value computed on the
 LA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0624.degrees latitude (g = 980.6199 gals.).
 LA0624
 LA0624.The modeled gravity was interpolated from observed gravity values.
 LA0624
 LA0624;                    North         East    Units  Estimated Accuracy
 LA0624;SPC IN E     -   613,710.      161,560.      MT  (+/- 180 meters Scaled)
 LA0624
 LA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740157(NAD 83)
 LA0624
 LA0624                          SUPERSEDED SURVEY CONTROL
 LA0624
 LA0624  NGVD 29 (??/??/92)  248.552  (m)          815.46   (f) ADJ UNCH    2 0
 LA0624
 LA0624.Superseded values are not recommended for survey control.
 LA0624
 LA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0624.See file dsdata.pdf to determine how the superseded data were derived.
 LA0624
 LA0624_MARKER: DB = BENCH MARK DISK
 LA0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0624_STAMPING: B 224 1947
 LA0624_MARK LOGO: CGS
 LA0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0624+STABILITY: SURFACE MOTION
 LA0624
 LA0624  HISTORY     - Date     Condition        Report By
 LA0624  HISTORY     - 1947     MONUMENTED       CGS
 LA0624  HISTORY     - 1974     GOOD             BRADY
 LA0624
 LA0624                          STATION DESCRIPTION
 LA0624
 LA0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0624'3.6 MI S FROM DECATUR.
 LA0624'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS CROSSING
 LA0624'WITH THE ERIE RAILROAD AT DECATUR, ABOUT 2.4 MILES NORTH OF THE
 LA0624'INTERSECTION OF STATE HIGHWAY 124 AT COPPESS CORNER, AT A CROSS
 LA0624'ROAD, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 LA0624'SOUTH OF THE CROSS ROAD, 17 FEET WEST OF THE CENTER OF AN IRON
 LA0624'GRILL COVERED DRAIN BOX, 13 FEET SOUTHEAST OF A FENCE CORNER,
 LA0624'16.5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 LA0624'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0624'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0624
 LA0624                          STATION RECOVERY (1974)
 LA0624
 LA0624'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0821 ***********************************************************************
 LA0821  DESIGNATION -  B 225
 LA0821  PID         -  LA0821
 LA0821  STATE/COUNTY-  IN/JAY
 LA0821  COUNTRY     -  US
 LA0821  USGS QUAD   -  PETROLEUM (2019)
 LA0821
 LA0821                         *CURRENT SURVEY CONTROL
 LA0821  ______________________________________________________________________
 LA0821* NAD 83(1986) POSITION- 40 32 18.     (N) 085 08 58.     (W)   SCALED
 LA0821* NAVD 88 ORTHO HEIGHT -   271.431 (meters)      890.52  (feet) ADJUSTED
 LA0821  ______________________________________________________________________
 LA0821  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 LA0821  DYNAMIC HEIGHT  -        271.296 (meters)      890.08  (feet) COMP
 LA0821  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LA0821
 LA0821  VERT ORDER      -  SECOND    CLASS 0
 LA0821
 LA0821.The horizontal coordinates were scaled from a map and have
 LA0821.an estimated accuracy of +/- 6 seconds.
 LA0821
 LA0821.The orthometric height was determined by differential leveling and
 LA0821.adjusted by the NATIONAL GEODETIC SURVEY
 LA0821.in June 1991.
 LA0821
 LA0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0821.GEOID18 height accuracy estimate available here.
 LA0821
 LA0821.Click photographs - Photos may exist for this station.
 LA0821
 LA0821.The dynamic height is computed by dividing the NAVD 88
 LA0821.geopotential number by the normal gravity value computed on the
 LA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0821.degrees latitude (g = 980.6199 gals.).
 LA0821
 LA0821.The modeled gravity was interpolated from observed gravity values.
 LA0821
 LA0821;                    North         East    Units  Estimated Accuracy
 LA0821;SPC IN E     -   587,420.      143,820.      MT  (+/- 180 meters Scaled)
 LA0821
 LA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK567891(NAD 83)
 LA0821
 LA0821                          SUPERSEDED SURVEY CONTROL
 LA0821
 LA0821  NGVD 29 (??/??/92)  271.568  (m)          890.97   (f) ADJ UNCH    2 0
 LA0821
 LA0821.Superseded values are not recommended for survey control.
 LA0821
 LA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0821.See file dsdata.pdf to determine how the superseded data were derived.
 LA0821
 LA0821_MARKER: DB = BENCH MARK DISK
 LA0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0821_SP_SET: CULVERT HEADWALL
 LA0821_STAMPING: B 225 1947
 LA0821_MARK LOGO: CGS
 LA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0821+STABILITY: SURFACE MOTION
 LA0821
 LA0821  HISTORY     - Date     Condition        Report By
 LA0821  HISTORY     - 1947     MONUMENTED       CGS
 LA0821
 LA0821                          STATION DESCRIPTION
 LA0821
 LA0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0821'3.1 MI N FROM PENNVILLE.
 LA0821'3.1 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0821'PENNVILLE, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF STATE
 LA0821'HIGHWAY 18 AT FIAT, ABOUT 0.5 MILE NORTH OF THE CROSSROADS AT
 LA0821'BALBEC, 60 YARDS NORTH OF THE T JUNCTION OF A DIM ROAD LEADING
 LA0821'EAST, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF AN
 LA0821'8-FOOT CONCRETE CULVERT, 19 FEET EAST OF AND ABOUT 3 FEET BELOW
 LA0821'THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0642 ***********************************************************************
 LA0642  DESIGNATION -  B 226
 LA0642  PID         -  LA0642
 LA0642  STATE/COUNTY-  IN/ADAMS
 LA0642  COUNTRY     -  US
 LA0642  USGS QUAD   -  GENEVA (2019)
 LA0642
 LA0642                         *CURRENT SURVEY CONTROL
 LA0642  ______________________________________________________________________
 LA0642* NAD 83(1986) POSITION- 40 35 44.     (N) 084 57 36.     (W)   SCALED
 LA0642* NAVD 88 ORTHO HEIGHT -   257.275 (meters)      844.08  (feet) ADJUSTED
 LA0642  ______________________________________________________________________
 LA0642  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LA0642  DYNAMIC HEIGHT  -        257.152 (meters)      843.67  (feet) COMP
 LA0642  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LA0642
 LA0642  VERT ORDER      -  SECOND    CLASS 0
 LA0642
 LA0642.The horizontal coordinates were scaled from a map and have
 LA0642.an estimated accuracy of +/- 6 seconds.
 LA0642
 LA0642.The orthometric height was determined by differential leveling and
 LA0642.adjusted by the NATIONAL GEODETIC SURVEY
 LA0642.in June 1991.
 LA0642
 LA0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0642.GEOID18 height accuracy estimate available here.
 LA0642
 LA0642.Click photographs - Photos may exist for this station.
 LA0642
 LA0642.The dynamic height is computed by dividing the NAVD 88
 LA0642.geopotential number by the normal gravity value computed on the
 LA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0642.degrees latitude (g = 980.6199 gals.).
 LA0642
 LA0642.The modeled gravity was interpolated from observed gravity values.
 LA0642
 LA0642;                    North         East    Units  Estimated Accuracy
 LA0642;SPC IN E     -   593,890.      159,820.      MT  (+/- 180 meters Scaled)
 LA0642
 LA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726958(NAD 83)
 LA0642
 LA0642                          SUPERSEDED SURVEY CONTROL
 LA0642
 LA0642  NGVD 29 (??/??/92)  257.426  (m)          844.57   (f) ADJ UNCH    2 0
 LA0642
 LA0642.Superseded values are not recommended for survey control.
 LA0642
 LA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0642.See file dsdata.pdf to determine how the superseded data were derived.
 LA0642
 LA0642_MARKER: DB = BENCH MARK DISK
 LA0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0642_STAMPING: B 226 1947
 LA0642_MARK LOGO: CGS
 LA0642_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0642+STABILITY: SURFACE MOTION
 LA0642
 LA0642  HISTORY     - Date     Condition        Report By
 LA0642  HISTORY     - 1947     MONUMENTED       CGS
 LA0642  HISTORY     - 1960     GOOD             CGS
 LA0642
 LA0642                          STATION DESCRIPTION
 LA0642
 LA0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0642'0.2 MI N FROM GENEVA.
 LA0642'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0642'OF STATE HIGHWAY 116 AT GENEVA, AT THE NORTH EDGE OF GENEVA,
 LA0642'AT THE NORTHWEST CORNER OF THE GENEVA BASEBALL FIELD, 34 FEET
 LA0642'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF
 LA0642'A WIRE FENCE, 4 FEET EAST OF THE WEST END OF THE WIRE FENCE,
 LA0642'18 FEET WEST OF POWER POLE NO. 67/335, 2 FEET WEST OF A WHITE
 LA0642'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0642'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- RECENTLY
 LA0642'A HOUSING PROJECT HAS BEEN DEVELOPED IN THIS AREA.  THE GENEVA
 LA0642'BASEBALL FIELD NO LONGER EXISTS AND THERE HAS BEEN SOME GRADING
 LA0642'OF LAND IN THE AREA.
 LA0642
 LA0642                          STATION RECOVERY (1960)
 LA0642
 LA0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LA0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0574 ***********************************************************************
 LA0574  DESIGNATION -  B 227
 LA0574  PID         -  LA0574
 LA0574  STATE/COUNTY-  IN/ADAMS
 LA0574  COUNTRY     -  US
 LA0574  USGS QUAD   -  WILLSHIRE (2016)
 LA0574
 LA0574                         *CURRENT SURVEY CONTROL
 LA0574  ______________________________________________________________________
 LA0574* NAD 83(1986) POSITION- 40 39 36.     (N) 084 49 15.     (W)   SCALED
 LA0574* NAVD 88 ORTHO HEIGHT -   253.731 (meters)      832.45  (feet) ADJUSTED
 LA0574  ______________________________________________________________________
 LA0574  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 LA0574  DYNAMIC HEIGHT  -        253.613 (meters)      832.06  (feet) COMP
 LA0574  MODELED GRAVITY -    980,152.6   (mgal)                       NAVD 88
 LA0574
 LA0574  VERT ORDER      -  SECOND    CLASS 0
 LA0574
 LA0574.The horizontal coordinates were scaled from a map and have
 LA0574.an estimated accuracy of +/- 6 seconds.
 LA0574
 LA0574.The orthometric height was determined by differential leveling and
 LA0574.adjusted by the NATIONAL GEODETIC SURVEY
 LA0574.in June 1991.
 LA0574
 LA0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0574.GEOID18 height accuracy estimate available here.
 LA0574
 LA0574.Click photographs - Photos may exist for this station.
 LA0574
 LA0574.The dynamic height is computed by dividing the NAVD 88
 LA0574.geopotential number by the normal gravity value computed on the
 LA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0574.degrees latitude (g = 980.6199 gals.).
 LA0574
 LA0574.The modeled gravity was interpolated from observed gravity values.
 LA0574
 LA0574;                    North         East    Units  Estimated Accuracy
 LA0574;SPC IN E     -   601,150.      171,530.      MT  (+/- 180 meters Scaled)
 LA0574
 LA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL842032(NAD 83)
 LA0574
 LA0574                          SUPERSEDED SURVEY CONTROL
 LA0574
 LA0574  NGVD 29 (??/??/92)  253.886  (m)          832.96   (f) ADJ UNCH    2 0
 LA0574
 LA0574.Superseded values are not recommended for survey control.
 LA0574
 LA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0574.See file dsdata.pdf to determine how the superseded data were derived.
 LA0574
 LA0574_MARKER: DB = BENCH MARK DISK
 LA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0574_STAMPING: B 227 1947
 LA0574_MARK LOGO: CGS
 LA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0574+STABILITY: SURFACE MOTION
 LA0574
 LA0574  HISTORY     - Date     Condition        Report By
 LA0574  HISTORY     - 1947     MONUMENTED       CGS
 LA0574  HISTORY     - 1983     GOOD             NGS
 LA0574
 LA0574                          STATION DESCRIPTION
 LA0574
 LA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0574'6.8 MI E FROM BERNE.
 LA0574'ABOUT 6.75 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST
 LA0574'OFFICE AT BERNE, ABOUT 0.95 MILE WEST OF THE INDIANA-OHIO STATE
 LA0574'LINE, AT A JOGGED CROSSROAD, 40 FEET NORTH OF THE CENTER LINE
 LA0574'OF THE HIGHWAY, 54 FEET EAST OF THE CENTER LINE OF THE ROAD
 LA0574'NORTH, 5 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD
 LA0574'SOUTH, 7 FEET WEST OF A TELEPHONE POLE, 36 FEET EAST OF A FENCE
 LA0574'CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A
 LA0574'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0574'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0574
 LA0574                          STATION RECOVERY (1983)
 LA0574
 LA0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0574'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0441 ***********************************************************************
 LA0441  DESIGNATION -  B 228
 LA0441  PID         -  LA0441
 LA0441  STATE/COUNTY-  IN/RANDOLPH
 LA0441  COUNTRY     -  US
 LA0441  USGS QUAD   -  UNION CITY (2019)
 LA0441
 LA0441                         *CURRENT SURVEY CONTROL
 LA0441  ______________________________________________________________________
 LA0441* NAD 83(1986) POSITION- 40 08 11.     (N) 084 49 37.     (W)   SCALED
 LA0441* NAVD 88 ORTHO HEIGHT -   343.621 (meters)     1127.36  (feet) ADJUSTED
 LA0441  ______________________________________________________________________
 LA0441  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 LA0441  DYNAMIC HEIGHT  -        343.434 (meters)     1126.75  (feet) COMP
 LA0441  MODELED GRAVITY -    980,072.5   (mgal)                       NAVD 88
 LA0441
 LA0441  VERT ORDER      -  SECOND    CLASS 0
 LA0441
 LA0441.The horizontal coordinates were scaled from a map and have
 LA0441.an estimated accuracy of +/- 6 seconds.
 LA0441
 LA0441.The orthometric height was determined by differential leveling and
 LA0441.adjusted by the NATIONAL GEODETIC SURVEY
 LA0441.in June 1991.
 LA0441
 LA0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0441.GEOID18 height accuracy estimate available here.
 LA0441
 LA0441.Click photographs - Photos may exist for this station.
 LA0441
 LA0441.The dynamic height is computed by dividing the NAVD 88
 LA0441.geopotential number by the normal gravity value computed on the
 LA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0441.degrees latitude (g = 980.6199 gals.).
 LA0441
 LA0441.The modeled gravity was interpolated from observed gravity values.
 LA0441
 LA0441;                    North         East    Units  Estimated Accuracy
 LA0441;SPC IN E     -   543,000.      171,560.      MT  (+/- 180 meters Scaled)
 LA0441
 LA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851451(NAD 83)
 LA0441
 LA0441                          SUPERSEDED SURVEY CONTROL
 LA0441
 LA0441  NGVD 29 (??/??/92)  343.762  (m)         1127.83   (f) ADJ UNCH    2 0
 LA0441
 LA0441.Superseded values are not recommended for survey control.
 LA0441
 LA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0441.See file dsdata.pdf to determine how the superseded data were derived.
 LA0441
 LA0441_MARKER: DB = BENCH MARK DISK
 LA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0441_STAMPING: B 228 1947
 LA0441_MARK LOGO: CGS
 LA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0441+STABILITY: SURFACE MOTION
 LA0441
 LA0441  HISTORY     - Date     Condition        Report By
 LA0441  HISTORY     - 1947     MONUMENTED       CGS
 LA0441
 LA0441                          STATION DESCRIPTION
 LA0441
 LA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0441'5.1 MI S FROM UNION CITY.
 LA0441'ABOUT 5.1 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 LA0441'PENNSYLVANIA RAILROAD STATION AT UNION CITY, ABOUT 0.5 MILE
 LA0441'NORTH OF A CROSS ROAD WITH AN ABANDONED SCHOOL IN THE SOUTHWEST
 LA0441'QUARTER, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 68.5
 LA0441'FEET NORTH OF A POWER POLE, 6.7 FEET NORTH OF AN EAST-WEST PROPERTY
 LA0441'LINE FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, 2 FEET
 LA0441'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 LA0441'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0441'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0411 ***********************************************************************
 LA0411  DESIGNATION -  B 229
 LA0411  PID         -  LA0411
 LA0411  STATE/COUNTY-  IN/RANDOLPH
 LA0411  COUNTRY     -  US
 LA0411  USGS QUAD   -  WINCHESTER (2019)
 LA0411
 LA0411                         *CURRENT SURVEY CONTROL
 LA0411  ______________________________________________________________________
 LA0411* NAD 83(1986) POSITION- 40 09 01.     (N) 084 59 26.     (W)   SCALED
 LA0411* NAVD 88 ORTHO HEIGHT -   341.784 (meters)     1121.34  (feet) ADJUSTED
 LA0411  ______________________________________________________________________
 LA0411  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LA0411  DYNAMIC HEIGHT  -        341.600 (meters)     1120.73  (feet) COMP
 LA0411  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 LA0411
 LA0411  VERT ORDER      -  SECOND    CLASS 0
 LA0411
 LA0411.The horizontal coordinates were scaled from a map and have
 LA0411.an estimated accuracy of +/- 6 seconds.
 LA0411
 LA0411.The orthometric height was determined by differential leveling and
 LA0411.adjusted by the NATIONAL GEODETIC SURVEY
 LA0411.in June 1991.
 LA0411
 LA0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0411.GEOID18 height accuracy estimate available here.
 LA0411
 LA0411.Click photographs - Photos may exist for this station.
 LA0411
 LA0411.The dynamic height is computed by dividing the NAVD 88
 LA0411.geopotential number by the normal gravity value computed on the
 LA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0411.degrees latitude (g = 980.6199 gals.).
 LA0411
 LA0411.The modeled gravity was interpolated from observed gravity values.
 LA0411
 LA0411;                    North         East    Units  Estimated Accuracy
 LA0411;SPC IN E     -   544,420.      157,610.      MT  (+/- 180 meters Scaled)
 LA0411
 LA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711463(NAD 83)
 LA0411
 LA0411                          SUPERSEDED SURVEY CONTROL
 LA0411
 LA0411  NGVD 29 (??/??/92)  341.925  (m)         1121.80   (f) ADJ UNCH    2 0
 LA0411
 LA0411.Superseded values are not recommended for survey control.
 LA0411
 LA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0411.See file dsdata.pdf to determine how the superseded data were derived.
 LA0411
 LA0411_MARKER: DB = BENCH MARK DISK
 LA0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0411_SP_SET: BUILDING WALL
 LA0411_STAMPING: B 229 1947
 LA0411_MARK LOGO: CGS
 LA0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0411
 LA0411  HISTORY     - Date     Condition        Report By
 LA0411  HISTORY     - 1947     MONUMENTED       CGS
 LA0411
 LA0411                          STATION DESCRIPTION
 LA0411
 LA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0411'1.6 MI SW FROM WINCHESTER.
 LA0411'ABOUT 1.5 MILES SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0411'MERIDIAN STREET - PROLONGED), THENCE ABOUT 0.15 MILE SOUTH ALONG
 LA0411'A BLACK TOP ROAD LEADING TO BLOOMINGPORT FROM THE SOUTHWEST CORNER
 LA0411'OF THE COURT HOUSE SQUARE AT WINCHESTER, AT A CROSS ROAD, 111
 LA0411'FEET NORTH OF THE CROSS ROAD, 73 FEET WEST OF THE CENTER LINE
 LA0411'OF THE ROAD AND SET VERTICALLY IN THE EAST WALL OF THE COUNTY
 LA0411'HIGHWAY GARAGE, 16.4 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 LA0411'BUILDING AND 3.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0779 ***********************************************************************
 LA0779  DESIGNATION -  B 23
 LA0779  PID         -  LA0779
 LA0779  STATE/COUNTY-  IN/ALLEN
 LA0779  COUNTRY     -  US
 LA0779  USGS QUAD   -  FORT WAYNE WEST (2019)
 LA0779
 LA0779                         *CURRENT SURVEY CONTROL
 LA0779  ______________________________________________________________________
 LA0779* NAD 83(1986) POSITION- 41 00 01.     (N) 085 10 07.     (W)   SCALED
 LA0779* NAVD 88 ORTHO HEIGHT -   241.996 (meters)      793.95  (feet) ADJUSTED
 LA0779  ______________________________________________________________________
 LA0779  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 LA0779  DYNAMIC HEIGHT  -        241.894 (meters)      793.61  (feet) COMP
 LA0779  MODELED GRAVITY -    980,195.9   (mgal)                       NAVD 88
 LA0779
 LA0779  VERT ORDER      -  SECOND    CLASS 0
 LA0779
 LA0779.The horizontal coordinates were scaled from a map and have
 LA0779.an estimated accuracy of +/- 6 seconds.
 LA0779
 LA0779.The orthometric height was determined by differential leveling and
 LA0779.adjusted by the NATIONAL GEODETIC SURVEY
 LA0779.in June 1991.
 LA0779
 LA0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0779.GEOID18 height accuracy estimate available here.
 LA0779
 LA0779.Click photographs - Photos may exist for this station.
 LA0779
 LA0779.The dynamic height is computed by dividing the NAVD 88
 LA0779.geopotential number by the normal gravity value computed on the
 LA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0779.degrees latitude (g = 980.6199 gals.).
 LA0779
 LA0779.The modeled gravity was interpolated from observed gravity values.
 LA0779
 LA0779;                    North         East    Units  Estimated Accuracy
 LA0779;SPC IN E     -   638,710.      141,900.      MT  (+/- 180 meters Scaled)
 LA0779
 LA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540404(NAD 83)
 LA0779
 LA0779                          SUPERSEDED SURVEY CONTROL
 LA0779
 LA0779  NGVD 29 (??/??/92)  242.150  (m)          794.45   (f) ADJ UNCH    2 0
 LA0779
 LA0779.Superseded values are not recommended for survey control.
 LA0779
 LA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0779.See file dsdata.pdf to determine how the superseded data were derived.
 LA0779
 LA0779_MARKER: DB = BENCH MARK DISK
 LA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0779_STAMPING: B 23 1934
 LA0779_MARK LOGO: CGS
 LA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0779+STABILITY: SURFACE MOTION
 LA0779
 LA0779  HISTORY     - Date     Condition        Report By
 LA0779  HISTORY     - 1934     MONUMENTED       CGS
 LA0779  HISTORY     - 1968     GOOD             CGS
 LA0779
 LA0779                          STATION DESCRIPTION
 LA0779
 LA0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0779'1.3 MI S FROM WAYNEDALE.
 LA0779'ABOUT 1.3 MILES SOUTH ALONG S.R. 1 FROM THE INTERSECTION OF
 LA0779'S.R. 3 AT WAYNEDALE, IN THE NORTHWEST CORNER OF A LAWN AT
 LA0779'A WHITE HOUSE 9127 BLUFFTON ROAD, S.R. 1, ON THE EAST SIDE OF
 LA0779'THE HIGHWAY, 103 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA0779'HOUSE, 60 FT. EAST OF THE C/L OF S.R. 1, 30 FT. NORTH OF THE C/L
 LA0779'OF A DRIVE LEADING TO THE HOUSE, 22 FT. SOUTHWEST OF A PWP. 97/403,
 LA0779'1 FT. SOUTH OF A STEEL WITNESS POST, UNDER SOME EVERGREEN
 LA0779'BUSHES, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0779'CONC. POST PROJ. 1.2 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1190 ***********************************************************************
 JZ1190  DESIGNATION -  B 230
 JZ1190  PID         -  JZ1190
 JZ1190  STATE/COUNTY-  IN/WAYNE
 JZ1190  COUNTRY     -  US
 JZ1190  USGS QUAD   -  WHITEWATER (2019)
 JZ1190
 JZ1190                         *CURRENT SURVEY CONTROL
 JZ1190  ______________________________________________________________________
 JZ1190* NAD 83(1986) POSITION- 39 59 14.     (N) 084 49 11.     (W)   SCALED
 JZ1190* NAVD 88 ORTHO HEIGHT -   361.396 (meters)     1185.68  (feet) ADJUSTED
 JZ1190  ______________________________________________________________________
 JZ1190  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 JZ1190  DYNAMIC HEIGHT  -        361.189 (meters)     1185.00  (feet) COMP
 JZ1190  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 JZ1190
 JZ1190  VERT ORDER      -  SECOND    CLASS 0
 JZ1190
 JZ1190.The horizontal coordinates were scaled from a map and have
 JZ1190.an estimated accuracy of +/- 6 seconds.
 JZ1190
 JZ1190.The orthometric height was determined by differential leveling and
 JZ1190.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1190.in June 1991.
 JZ1190
 JZ1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1190.GEOID18 height accuracy estimate available here.
 JZ1190
 JZ1190.Click photographs - Photos may exist for this station.
 JZ1190
 JZ1190.The dynamic height is computed by dividing the NAVD 88
 JZ1190.geopotential number by the normal gravity value computed on the
 JZ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1190.degrees latitude (g = 980.6199 gals.).
 JZ1190
 JZ1190.The modeled gravity was interpolated from observed gravity values.
 JZ1190
 JZ1190;                    North         East    Units  Estimated Accuracy
 JZ1190;SPC IN E     -   526,440.      172,340.      MT  (+/- 180 meters Scaled)
 JZ1190
 JZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK861286(NAD 83)
 JZ1190
 JZ1190                          SUPERSEDED SURVEY CONTROL
 JZ1190
 JZ1190  NGVD 29 (??/??/92)  361.533  (m)         1186.13   (f) ADJ UNCH    2 0
 JZ1190
 JZ1190.Superseded values are not recommended for survey control.
 JZ1190
 JZ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1190.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1190
 JZ1190_MARKER: DB = BENCH MARK DISK
 JZ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1190_STAMPING: B 230 1947
 JZ1190_MARK LOGO: CGS
 JZ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1190+STABILITY: SURFACE MOTION
 JZ1190
 JZ1190  HISTORY     - Date     Condition        Report By
 JZ1190  HISTORY     - 1947     MONUMENTED       CGS
 JZ1190
 JZ1190                          STATION DESCRIPTION
 JZ1190
 JZ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1190'0.6 MI E FROM BETHEL.
 JZ1190'0.6 MILE EAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT BETHEL,
 JZ1190'AT THE NORTHEAST CORNER OF THE BETHEL CEMETERY, ABOUT 0.6
 JZ1190'MILE WEST OF THE OHIO-INDIANA STATE LINE, 23 FEET SOUTH OF THE
 JZ1190'CENTER LINE OF THE GRAVEL ROAD, 5 FEET WEST OF THE CEMETERY FENCE
 JZ1190'CORNER, 1.2 FEET NORTH OF THE CEMETERY FENCE, 34.5 FEET WEST OF
 JZ1190'THE TOMBSTONE OF EDITH THOMPSON, 266 FEET WEST OF THE JUNCTION
 JZ1190'OF A ROAD LEADING SOUTH, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1190'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1190'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1094 ***********************************************************************
 LA1094  DESIGNATION -  B 231
 LA1094  PID         -  LA1094
 LA1094  STATE/COUNTY-  IN/JAY
 LA1094  COUNTRY     -  US
 LA1094  USGS QUAD   -  BLAINE (2019)
 LA1094
 LA1094                         *CURRENT SURVEY CONTROL
 LA1094  ______________________________________________________________________
 LA1094* NAD 83(1986) POSITION- 40 24 36.     (N) 085 00 39.     (W)   SCALED
 LA1094* NAVD 88 ORTHO HEIGHT -   278.745 (meters)      914.52  (feet) ADJUSTED
 LA1094  ______________________________________________________________________
 LA1094  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LA1094  DYNAMIC HEIGHT  -        278.605 (meters)      914.06  (feet) COMP
 LA1094  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 LA1094
 LA1094  VERT ORDER      -  SECOND    CLASS 0
 LA1094
 LA1094.The horizontal coordinates were scaled from a map and have
 LA1094.an estimated accuracy of +/- 6 seconds.
 LA1094
 LA1094.The orthometric height was determined by differential leveling and
 LA1094.adjusted by the NATIONAL GEODETIC SURVEY
 LA1094.in June 1991.
 LA1094
 LA1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1094.GEOID18 height accuracy estimate available here.
 LA1094
 LA1094.Click photographs - Photos may exist for this station.
 LA1094
 LA1094.The dynamic height is computed by dividing the NAVD 88
 LA1094.geopotential number by the normal gravity value computed on the
 LA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1094.degrees latitude (g = 980.6199 gals.).
 LA1094
 LA1094.The modeled gravity was interpolated from observed gravity values.
 LA1094
 LA1094;                    North         East    Units  Estimated Accuracy
 LA1094;SPC IN E     -   573,250.      155,670.      MT  (+/- 180 meters Scaled)
 LA1094
 LA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK687751(NAD 83)
 LA1094
 LA1094                          SUPERSEDED SURVEY CONTROL
 LA1094
 LA1094  NGVD 29 (??/??/92)  278.896  (m)          915.01   (f) ADJ UNCH    2 0
 LA1094
 LA1094.Superseded values are not recommended for survey control.
 LA1094
 LA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1094.See file dsdata.pdf to determine how the superseded data were derived.
 LA1094
 LA1094_MARKER: DB = BENCH MARK DISK
 LA1094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1094_SP_SET: CULVERT HEADWALL
 LA1094_STAMPING: B 231 1947
 LA1094_MARK LOGO: CGS
 LA1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1094+STABILITY: SURFACE MOTION
 LA1094
 LA1094  HISTORY     - Date     Condition        Report By
 LA1094  HISTORY     - 1947     MONUMENTED       CGS
 LA1094
 LA1094                          STATION DESCRIPTION
 LA1094
 LA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1094'2.4 MI SW FROM PORTLAND.
 LA1094'ABOUT 2.35 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO
 LA1094'NEW MT. PLEASANT FROM ITS CROSSING WITH THE NEW YORK, CHICAGO
 LA1094'AND ST. LOUIS RAILROAD, ON A TURN IN THE NEW MT. PLEASANT ROAD
 LA1094'WITH TANGENTS EAST AND SOUTHWEST AND A BLACK TOP ROAD
 LA1094'LEADING WEST, SET IN THE TOP OF THE EAST END OF THE NORTH
 LA1094'HEAD WALL OF A 16-INCH CORRUGATED PIPE CULVERT UNDER THE ROAD
 LA1094'WEST, 18 FEET NORTH OF THE PROLONGED CENTER LINE OF THE EAST
 LA1094'TANGENT AND THE ROAD WEST, 33 FEET NORTHWEST OF THE PROLONGED
 LA1094'CENTER LINE OF THE SOUTHWEST TANGENT OF THE ROAD, AND ABOUT 1
 LA1094'FOOT BELOW THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0309 ***********************************************************************
 LA0309  DESIGNATION -  B 232
 LA0309  PID         -  LA0309
 LA0309  STATE/COUNTY-  IN/JAY
 LA0309  COUNTRY     -  US
 LA0309  USGS QUAD   -  COSMOS (2016)
 LA0309
 LA0309                         *CURRENT SURVEY CONTROL
 LA0309  ______________________________________________________________________
 LA0309* NAD 83(1986) POSITION- 40 18 35.     (N) 084 49 31.     (W)   SCALED
 LA0309* NAVD 88 ORTHO HEIGHT -   328.227 (meters)     1076.86  (feet) ADJUSTED
 LA0309  ______________________________________________________________________
 LA0309  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 LA0309  DYNAMIC HEIGHT  -        328.060 (meters)     1076.31  (feet) COMP
 LA0309  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 LA0309
 LA0309  VERT ORDER      -  SECOND    CLASS 0
 LA0309
 LA0309.The horizontal coordinates were scaled from a map and have
 LA0309.an estimated accuracy of +/- 6 seconds.
 LA0309
 LA0309.The orthometric height was determined by differential leveling and
 LA0309.adjusted by the NATIONAL GEODETIC SURVEY
 LA0309.in June 1991.
 LA0309
 LA0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0309.GEOID18 height accuracy estimate available here.
 LA0309
 LA0309.Click photographs - Photos may exist for this station.
 LA0309
 LA0309.The dynamic height is computed by dividing the NAVD 88
 LA0309.geopotential number by the normal gravity value computed on the
 LA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0309.degrees latitude (g = 980.6199 gals.).
 LA0309
 LA0309.The modeled gravity was interpolated from observed gravity values.
 LA0309
 LA0309;                    North         East    Units  Estimated Accuracy
 LA0309;SPC IN E     -   562,250.      171,520.      MT  (+/- 180 meters Scaled)
 LA0309
 LA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK847644(NAD 83)
 LA0309
 LA0309                          SUPERSEDED SURVEY CONTROL
 LA0309
 LA0309  NGVD 29 (??/??/92)  328.378  (m)         1077.35   (f) ADJ UNCH    2 0
 LA0309
 LA0309.Superseded values are not recommended for survey control.
 LA0309
 LA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0309.See file dsdata.pdf to determine how the superseded data were derived.
 LA0309
 LA0309_MARKER: DB = BENCH MARK DISK
 LA0309_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA0309_SP_SET: BRICK GATE POST
 LA0309_STAMPING: B 232 1947
 LA0309_MARK LOGO: CGS
 LA0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0309
 LA0309  HISTORY     - Date     Condition        Report By
 LA0309  HISTORY     - 1947     MONUMENTED       CGS
 LA0309
 LA0309                          STATION DESCRIPTION
 LA0309
 LA0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0309'1 MI E FROM SALEM.
 LA0309'ABOUT 1.0 MILE EAST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0309'FROM THE CROSSROADS AT SALEM, AT THE SOUTHEAST ENTRANCE TO THE
 LA0309'NORTH ONE OF TWO MT. PLEASANT CEMETERYS, SET VERTICALLY IN THE
 LA0309'SOUTHEAST FACE OF THE SOUTHWEST BRICK GATE POST AT THE SOUTHEAST
 LA0309'ENTRANCE, 300 FEET NORTHWEST AND ACROSS THE COUNTY LINE ROAD
 LA0309'AND A GRAVEL ROAD SOUTH FROM THE NORTHWEST CORNER OF THE MT.
 LA0309'PLEASANT CHURCH, 22 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 LA0309'LINE ROAD AND 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0348 ***********************************************************************
 LA0348  DESIGNATION -  B 233
 LA0348  PID         -  LA0348
 LA0348  STATE/COUNTY-  IN/JAY
 LA0348  COUNTRY     -  US
 LA0348  USGS QUAD   -  PORTLAND (2019)
 LA0348
 LA0348                         *CURRENT SURVEY CONTROL
 LA0348  ______________________________________________________________________
 LA0348* NAD 83(1986) POSITION- 40 23 48.     (N) 084 54 04.     (W)   SCALED
 LA0348* NAVD 88 ORTHO HEIGHT -   285.642 (meters)      937.14  (feet) ADJUSTED
 LA0348  ______________________________________________________________________
 LA0348  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LA0348  DYNAMIC HEIGHT  -        285.500 (meters)      936.68  (feet) COMP
 LA0348  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 LA0348
 LA0348  VERT ORDER      -  SECOND    CLASS 0
 LA0348
 LA0348.The horizontal coordinates were scaled from a map and have
 LA0348.an estimated accuracy of +/- 6 seconds.
 LA0348
 LA0348.The orthometric height was determined by differential leveling and
 LA0348.adjusted by the NATIONAL GEODETIC SURVEY
 LA0348.in June 1991.
 LA0348
 LA0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0348.GEOID18 height accuracy estimate available here.
 LA0348
 LA0348.Click photographs - Photos may exist for this station.
 LA0348
 LA0348.The dynamic height is computed by dividing the NAVD 88
 LA0348.geopotential number by the normal gravity value computed on the
 LA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0348.degrees latitude (g = 980.6199 gals.).
 LA0348
 LA0348.The modeled gravity was interpolated from observed gravity values.
 LA0348
 LA0348;                    North         East    Units  Estimated Accuracy
 LA0348;SPC IN E     -   571,840.      164,990.      MT  (+/- 180 meters Scaled)
 LA0348
 LA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK781738(NAD 83)
 LA0348
 LA0348                          SUPERSEDED SURVEY CONTROL
 LA0348
 LA0348  NGVD 29 (??/??/92)  285.796  (m)          937.65   (f) ADJ UNCH    2 0
 LA0348
 LA0348.Superseded values are not recommended for survey control.
 LA0348
 LA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0348.See file dsdata.pdf to determine how the superseded data were derived.
 LA0348
 LA0348_MARKER: DB = BENCH MARK DISK
 LA0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0348_STAMPING: B 233 1947
 LA0348_MARK LOGO: CGS
 LA0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0348+STABILITY: SURFACE MOTION
 LA0348
 LA0348  HISTORY     - Date     Condition        Report By
 LA0348  HISTORY     - 1947     MONUMENTED       CGS
 LA0348
 LA0348                          STATION DESCRIPTION
 LA0348
 LA0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0348'1.8 MI S FROM BRICE.
 LA0348'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE NEW YORK,
 LA0348'CHICAGO AND ST. LOUIS RAILROAD SIDING AT BRICE, ABOUT 75 YARDS
 LA0348'NORTH OF A 10-FOOT CONCRETE BRIDGE, AT AN EAST-WEST GRAVEL CROSS
 LA0348'ROAD, 180 FEET SOUTHWEST AND ACROSS THE INTERSECTION FROM THE
 LA0348'SOUTHWEST CORNER OF A TWO STORY FARM HOUSE, 32 FEET WEST OF THE
 LA0348'CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LA0348'CROSS ROAD, 11 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE
 LA0348'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0348'LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 LA0348'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1202 ***********************************************************************
 LA1202  DESIGNATION -  B 234
 LA1202  PID         -  LA1202
 LA1202  STATE/COUNTY-  IN/DELAWARE
 LA1202  COUNTRY     -  US
 LA1202  USGS QUAD   -  EATON (2019)
 LA1202
 LA1202                         *CURRENT SURVEY CONTROL
 LA1202  ______________________________________________________________________
 LA1202* NAD 83(1986) POSITION- 40 19 57.     (N) 085 19 25.     (W)   SCALED
 LA1202* NAVD 88 ORTHO HEIGHT -   287.229 (meters)      942.35  (feet) ADJUSTED
 LA1202  ______________________________________________________________________
 LA1202  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 LA1202  DYNAMIC HEIGHT  -        287.081 (meters)      941.86  (feet) COMP
 LA1202  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LA1202
 LA1202  VERT ORDER      -  SECOND    CLASS 0
 LA1202
 LA1202.The horizontal coordinates were scaled from a map and have
 LA1202.an estimated accuracy of +/- 6 seconds.
 LA1202
 LA1202.The orthometric height was determined by differential leveling and
 LA1202.adjusted by the NATIONAL GEODETIC SURVEY
 LA1202.in June 1991.
 LA1202
 LA1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1202.GEOID18 height accuracy estimate available here.
 LA1202
 LA1202.Click photographs - Photos may exist for this station.
 LA1202
 LA1202.The dynamic height is computed by dividing the NAVD 88
 LA1202.geopotential number by the normal gravity value computed on the
 LA1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1202.degrees latitude (g = 980.6199 gals.).
 LA1202
 LA1202.The modeled gravity was interpolated from observed gravity values.
 LA1202
 LA1202;                    North         East    Units  Estimated Accuracy
 LA1202;SPC IN E     -   564,490.      129,150.      MT  (+/- 180 meters Scaled)
 LA1202
 LA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK424660(NAD 83)
 LA1202
 LA1202                          SUPERSEDED SURVEY CONTROL
 LA1202
 LA1202  NGVD 29 (??/??/92)  287.364  (m)          942.79   (f) ADJ UNCH    2 0
 LA1202
 LA1202.Superseded values are not recommended for survey control.
 LA1202
 LA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1202.See file dsdata.pdf to determine how the superseded data were derived.
 LA1202
 LA1202_MARKER: DB = BENCH MARK DISK
 LA1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1202_STAMPING: B 234 1947
 LA1202_MARK LOGO: CGS
 LA1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1202+STABILITY: SURFACE MOTION
 LA1202
 LA1202  HISTORY     - Date     Condition        Report By
 LA1202  HISTORY     - 1947     MONUMENTED       CGS
 LA1202
 LA1202                          STATION DESCRIPTION
 LA1202
 LA1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1202'2 MI E FROM EATON.
 LA1202'ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD FROM ITS CROSSING
 LA1202'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT EATON, AT
 LA1202'A GRAVEL CROSS ROAD, 37 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA1202'ROAD, 20.5 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LA1202'16 FEET WEST OF A CONCRETE FENCE CORNER POST AND GATE POST, 11.5
 LA1202'FEET WEST OF POWER GUY POLE NO. DE 1841, 1.5 FEET SOUTH OF THE
 LA1202'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5
 LA1202'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1202'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2373 ***********************************************************************
 JZ2373  DESIGNATION -  B 235
 JZ2373  PID         -  JZ2373
 JZ2373  STATE/COUNTY-  IN/MADISON
 JZ2373  COUNTRY     -  US
 JZ2373  USGS QUAD   -  INGALLS (2019)
 JZ2373
 JZ2373                         *CURRENT SURVEY CONTROL
 JZ2373  ______________________________________________________________________
 JZ2373* NAD 83(1986) POSITION- 39 57 36.     (N) 085 47 49.     (W)   SCALED
 JZ2373* NAVD 88 ORTHO HEIGHT -   264.834 (meters)      868.88  (feet) ADJUSTED
 JZ2373  ______________________________________________________________________
 JZ2373  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2373  DYNAMIC HEIGHT  -        264.687 (meters)      868.39  (feet) COMP
 JZ2373  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 JZ2373
 JZ2373  VERT ORDER      -  FIRST     CLASS II
 JZ2373
 JZ2373.The horizontal coordinates were scaled from a map and have
 JZ2373.an estimated accuracy of +/- 6 seconds.
 JZ2373
 JZ2373.The orthometric height was determined by differential leveling and
 JZ2373.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2373.in June 1991.
 JZ2373
 JZ2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2373.GEOID18 height accuracy estimate available here.
 JZ2373
 JZ2373.Click photographs - Photos may exist for this station.
 JZ2373
 JZ2373.The dynamic height is computed by dividing the NAVD 88
 JZ2373.geopotential number by the normal gravity value computed on the
 JZ2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2373.degrees latitude (g = 980.6199 gals.).
 JZ2373
 JZ2373.The modeled gravity was interpolated from observed gravity values.
 JZ2373
 JZ2373;                    North         East    Units  Estimated Accuracy
 JZ2373;SPC IN E     -   523,090.       88,870.      MT  (+/- 180 meters Scaled)
 JZ2373
 JZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK027240(NAD 83)
 JZ2373
 JZ2373                          SUPERSEDED SURVEY CONTROL
 JZ2373
 JZ2373  NGVD 29 (??/??/92)  264.966  (m)          869.31   (f) ADJ UNCH    1 2
 JZ2373
 JZ2373.Superseded values are not recommended for survey control.
 JZ2373
 JZ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2373.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2373
 JZ2373_MARKER: DB = BENCH MARK DISK
 JZ2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2373_STAMPING: B 235 1947
 JZ2373_MARK LOGO: CGS
 JZ2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2373+STABILITY: SURFACE MOTION
 JZ2373
 JZ2373  HISTORY     - Date     Condition        Report By
 JZ2373  HISTORY     - 1947     MONUMENTED       CGS
 JZ2373
 JZ2373                          STATION DESCRIPTION
 JZ2373
 JZ2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2373'0.6 MI NE FROM INGALLS.
 JZ2373'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2373'FROM THE POST OFFICE AT INGALLS, AT A GRAVEL ROAD CROSSING,
 JZ2373'47 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILE POST 260, 50 FEET
 JZ2373'SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD 20 FEET NORTHWEST
 JZ2373'OF THE NORTHWEST EDGE OF THE PAVEMENT OF STATE HIGHWAY 67, 17.5
 JZ2373'FEET NORTHEAST OF POLE 259/54, 19 FEET SOUTHEAST OF THE SOUTHEAST
 JZ2373'RAIL, 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ2373'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2373'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1577 ***********************************************************************
 LA1577  DESIGNATION -  B 236
 LA1577  PID         -  LA1577
 LA1577  STATE/COUNTY-  IN/MADISON
 LA1577  COUNTRY     -  US
 LA1577  USGS QUAD   -  LAPEL (2019)
 LA1577
 LA1577                         *CURRENT SURVEY CONTROL
 LA1577  ______________________________________________________________________
 LA1577* NAD 83(1986) POSITION- 40 03 36.79   (N) 085 50 38.33   (W)   HD_HELD1
 LA1577* NAVD 88 ORTHO HEIGHT -   263.809 (meters)      865.51  (feet) ADJUSTED
 LA1577  ______________________________________________________________________
 LA1577  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 LA1577  DYNAMIC HEIGHT  -        263.665 (meters)      865.04  (feet) COMP
 LA1577  MODELED GRAVITY -    980,075.3   (mgal)                       NAVD 88
 LA1577
 LA1577  VERT ORDER      -  SECOND    CLASS 0
 LA1577
 LA1577.The horizontal coordinates were determined by differentially corrected
 LA1577.hand held GPS observations or other comparable positioning techniques
 LA1577.and have an estimated accuracy of +/- 3 meters.
 LA1577
 LA1577.The orthometric height was determined by differential leveling and
 LA1577.adjusted by the NATIONAL GEODETIC SURVEY
 LA1577.in June 1991.
 LA1577
 LA1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1577.GEOID18 height accuracy estimate available here.
 LA1577
 LA1577.Click photographs - Photos may exist for this station.
 LA1577
 LA1577.The dynamic height is computed by dividing the NAVD 88
 LA1577.geopotential number by the normal gravity value computed on the
 LA1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1577.degrees latitude (g = 980.6199 gals.).
 LA1577
 LA1577.The modeled gravity was interpolated from observed gravity values.
 LA1577
 LA1577;                    North         East    Units  Estimated Accuracy
 LA1577;SPC IN E     -   534,219.0      84,872.3     MT  (+/- 3 meters HH1 GPS) 
 LA1577
 LA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9859135081(NAD 83)
 LA1577
 LA1577                          SUPERSEDED SURVEY CONTROL
 LA1577
 LA1577  NGVD 29 (??/??/92)  263.940  (m)          865.94   (f) ADJ UNCH    2 0
 LA1577
 LA1577.Superseded values are not recommended for survey control.
 LA1577
 LA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1577.See file dsdata.pdf to determine how the superseded data were derived.
 LA1577
 LA1577_MARKER: DB = BENCH MARK DISK
 LA1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1577_STAMPING: B 236 1947
 LA1577_MARK LOGO: CGS
 LA1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1577+STABILITY: SURFACE MOTION
 LA1577
 LA1577  HISTORY     - Date     Condition        Report By
 LA1577  HISTORY     - 1947     MONUMENTED       CGS
 LA1577
 LA1577                          STATION DESCRIPTION
 LA1577
 LA1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1577'0.2 MI S FROM LAPEL.
 LA1577'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 LA1577'WITH STATE HIGHWAY 132 AT LAPEL, AT AN EAST-WEST CROSS ROAD, 30
 LA1577'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF
 LA1577'THE CENTER LINE OF THE CROSS ROAD, 5 FEET SOUTH OF POWER POLE
 LA1577'NO. 812/1818, 16 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF THE
 LA1577'FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1577'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1577'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0267 ***********************************************************************
 KA0267  DESIGNATION -  B 237
 KA0267  PID         -  KA0267
 KA0267  STATE/COUNTY-  IN/MARION
 KA0267  COUNTRY     -  US
 KA0267  USGS QUAD   -  CARMEL (2019)
 KA0267
 KA0267                         *CURRENT SURVEY CONTROL
 KA0267  ______________________________________________________________________
 KA0267* NAD 83(1986) POSITION- 39 54 44.     (N) 086 08 11.     (W)   SCALED
 KA0267* NAVD 88 ORTHO HEIGHT -   238.614 (meters)      782.85  (feet) ADJUSTED
 KA0267  ______________________________________________________________________
 KA0267  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 KA0267  DYNAMIC HEIGHT  -        238.482 (meters)      782.42  (feet) COMP
 KA0267  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0267
 KA0267  VERT ORDER      -  SECOND    CLASS 0
 KA0267
 KA0267.The horizontal coordinates were scaled from a map and have
 KA0267.an estimated accuracy of +/- 6 seconds.
 KA0267
 KA0267.The orthometric height was determined by differential leveling and
 KA0267.adjusted by the NATIONAL GEODETIC SURVEY
 KA0267.in June 1991.
 KA0267
 KA0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0267.GEOID18 height accuracy estimate available here.
 KA0267
 KA0267.Click photographs - Photos may exist for this station.
 KA0267
 KA0267.The dynamic height is computed by dividing the NAVD 88
 KA0267.geopotential number by the normal gravity value computed on the
 KA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0267.degrees latitude (g = 980.6199 gals.).
 KA0267
 KA0267.The modeled gravity was interpolated from observed gravity values.
 KA0267
 KA0267;                    North         East    Units  Estimated Accuracy
 KA0267;SPC IN E     -   517,880.       59,840.      MT  (+/- 180 meters Scaled)
 KA0267
 KA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK738183(NAD 83)
 KA0267
 KA0267                          SUPERSEDED SURVEY CONTROL
 KA0267
 KA0267  NGVD 29 (??/??/92)  238.738  (m)          783.26   (f) ADJ UNCH    2 0
 KA0267
 KA0267.Superseded values are not recommended for survey control.
 KA0267
 KA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0267.See file dsdata.pdf to determine how the superseded data were derived.
 KA0267
 KA0267_MARKER: DB = BENCH MARK DISK
 KA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0267_STAMPING: B 237 1947
 KA0267_MARK LOGO: CGS
 KA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0267+STABILITY: SURFACE MOTION
 KA0267
 KA0267  HISTORY     - Date     Condition        Report By
 KA0267  HISTORY     - 1947     MONUMENTED       CGS
 KA0267  HISTORY     - 1958     MARK NOT FOUND   CGS
 KA0267  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 KA0267
 KA0267                          STATION DESCRIPTION
 KA0267
 KA0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0267'AT NORA.
 KA0267'AT NORA, IN THE NORTHWEST ANGLE OF THE GRADE CROSSING OF STATE
 KA0267'HIGHWAY 534 AND THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY,
 KA0267'ABOUT 0.1 MILE WEST ALONG HIGHWAY 534 FROM ITS INTERSECTION
 KA0267'WITH STATE HIGHWAY 431, 51 FEET NORTH OF THE CENTER LINE OF THE
 KA0267'HIGHWAY, 33 FEET WEST OF THE WEST RAIL, 36 FEET SOUTHWEST OF A
 KA0267'TELEGRAPH POLE, 76 FEET EAST OF POWER POLE NO. 46/208, 2 FEET
 KA0267'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK
 KA0267'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KA0267'NOTE-- USGS REPORTED THAT THIS POST HAS BEEN TIPPED AT A 45-DEGREE
 KA0267'ANGLE, MAKING THE MARK USELESS.
 KA0267
 KA0267                          STATION RECOVERY (1958)
 KA0267
 KA0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KA0267'MARK NOT FOUND.
 KA0267
 KA0267                          STATION RECOVERY (1998)
 KA0267
 KA0267'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2466 ***********************************************************************
 JZ2466  DESIGNATION -  B 238
 JZ2466  PID         -  JZ2466
 JZ2466  STATE/COUNTY-  IN/MARION
 JZ2466  COUNTRY     -  US
 JZ2466  USGS QUAD   -  CUMBERLAND (2019)
 JZ2466
 JZ2466                         *CURRENT SURVEY CONTROL
 JZ2466  ______________________________________________________________________
 JZ2466* NAD 83(1986) POSITION- 39 46 57.     (N) 085 57 27.     (W)   SCALED
 JZ2466* NAVD 88 ORTHO HEIGHT -   260.842 (meters)      855.78  (feet) ADJUSTED
 JZ2466  ______________________________________________________________________
 JZ2466  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 JZ2466  DYNAMIC HEIGHT  -        260.693 (meters)      855.29  (feet) COMP
 JZ2466  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 JZ2466
 JZ2466  VERT ORDER      -  SECOND    CLASS 0
 JZ2466
 JZ2466.The horizontal coordinates were scaled from a map and have
 JZ2466.an estimated accuracy of +/- 6 seconds.
 JZ2466
 JZ2466.The orthometric height was determined by differential leveling and
 JZ2466.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2466.in June 1991.
 JZ2466
 JZ2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2466.GEOID18 height accuracy estimate available here.
 JZ2466
 JZ2466.Click photographs - Photos may exist for this station.
 JZ2466
 JZ2466.The dynamic height is computed by dividing the NAVD 88
 JZ2466.geopotential number by the normal gravity value computed on the
 JZ2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2466.degrees latitude (g = 980.6199 gals.).
 JZ2466
 JZ2466.The modeled gravity was interpolated from observed gravity values.
 JZ2466
 JZ2466;                    North         East    Units  Estimated Accuracy
 JZ2466;SPC IN E     -   503,410.       75,090.      MT  (+/- 180 meters Scaled)
 JZ2466
 JZ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK892041(NAD 83)
 JZ2466
 JZ2466                          SUPERSEDED SURVEY CONTROL
 JZ2466
 JZ2466  NGVD 29 (??/??/92)  260.954  (m)          856.15   (f) ADJ UNCH    2 0
 JZ2466
 JZ2466.Superseded values are not recommended for survey control.
 JZ2466
 JZ2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2466.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2466
 JZ2466_MARKER: DB = BENCH MARK DISK
 JZ2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2466_STAMPING: B 238 1947
 JZ2466_MARK LOGO: CGS
 JZ2466_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2466_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2466+STABILITY: SURFACE MOTION
 JZ2466
 JZ2466  HISTORY     - Date     Condition        Report By
 JZ2466  HISTORY     - 1947     MONUMENTED       CGS
 JZ2466  HISTORY     - 1973     GOOD             NGS
 JZ2466  HISTORY     - 1976     GOOD             LOCSUR
 JZ2466  HISTORY     - 19880730 GOOD             LOCENG
 JZ2466  HISTORY     - 19980224 GOOD             USPSQD
 JZ2466  HISTORY     - 20250403 GOOD             BFSINC
 JZ2466
 JZ2466                          STATION DESCRIPTION
 JZ2466
 JZ2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2466'0.5 MI N FROM CUMBERLAND.
 JZ2466'ABOUT 0.5 MILE NORTH ALONG THE CUMBERLAND-OAKLANDON ROAD FROM
 JZ2466'THE POST OFFICE AT CUMBERLAND, AT THE JUNCTION WITH A PAVED ROAD
 JZ2466'LEADING WEST, IN THE SOUTHWEST ANGLE OF THE JUNCTION, 30 FEET
 JZ2466'WEST OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE
 JZ2466'OF THE PAVED ROAD, 6 FEET NORTHWEST OF POWER POLE NUMBER 32-521F,
 JZ2466'ABOUT 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 JZ2466'THE LEVEL OF THE ROADS, SET IN THE TOP OF A CONCRETE POST
 JZ2466'PROJECTING ABOUT 5 INCHES.
 JZ2466
 JZ2466                          STATION RECOVERY (1973)
 JZ2466
 JZ2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2466'RECOVERED IN GOOD CONDITION.
 JZ2466
 JZ2466                          STATION RECOVERY (1976)
 JZ2466
 JZ2466'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2466'RECOVERED IN GOOD CONDITION.
 JZ2466
 JZ2466                          STATION RECOVERY (1988)
 JZ2466
 JZ2466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2466'RECOVERED IN GOOD CONDITION.
 JZ2466
 JZ2466                          STATION RECOVERY (1998)
 JZ2466
 JZ2466'RECOVERY NOTE BY US POWER SQUADRON 1998
 JZ2466'RECOVERED IN GOOD CONDITION.
 JZ2466
 JZ2466                          STATION RECOVERY (2025)
 JZ2466
 JZ2466'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2025 (MD)
 JZ2466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2570 ***********************************************************************
 JZ2570  DESIGNATION -  B 239
 JZ2570  PID         -  JZ2570
 JZ2570  STATE/COUNTY-  IN/SHELBY
 JZ2570  COUNTRY     -  US
 JZ2570  USGS QUAD   -  ACTON (2019)
 JZ2570
 JZ2570                         *CURRENT SURVEY CONTROL
 JZ2570  ______________________________________________________________________
 JZ2570* NAD 83(1986) POSITION- 39 40 59.     (N) 085 52 38.     (W)   SCALED
 JZ2570* NAVD 88 ORTHO HEIGHT -   246.617 (meters)      809.11  (feet) ADJUSTED
 JZ2570  ______________________________________________________________________
 JZ2570  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 JZ2570  DYNAMIC HEIGHT  -        246.475 (meters)      808.64  (feet) COMP
 JZ2570  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 JZ2570
 JZ2570  VERT ORDER      -  SECOND    CLASS 0
 JZ2570
 JZ2570.The horizontal coordinates were scaled from a map and have
 JZ2570.an estimated accuracy of +/- 6 seconds.
 JZ2570
 JZ2570.The orthometric height was determined by differential leveling and
 JZ2570.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2570.in June 1991.
 JZ2570
 JZ2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2570.GEOID18 height accuracy estimate available here.
 JZ2570
 JZ2570.Click photographs - Photos may exist for this station.
 JZ2570
 JZ2570.The dynamic height is computed by dividing the NAVD 88
 JZ2570.geopotential number by the normal gravity value computed on the
 JZ2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2570.degrees latitude (g = 980.6199 gals.).
 JZ2570
 JZ2570.The modeled gravity was interpolated from observed gravity values.
 JZ2570
 JZ2570;                    North         East    Units  Estimated Accuracy
 JZ2570;SPC IN E     -   492,350.       81,940.      MT  (+/- 180 meters Scaled)
 JZ2570
 JZ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ962931(NAD 83)
 JZ2570
 JZ2570                          SUPERSEDED SURVEY CONTROL
 JZ2570
 JZ2570  NGVD 29 (??/??/92)  246.733  (m)          809.49   (f) ADJ UNCH    2 0
 JZ2570
 JZ2570.Superseded values are not recommended for survey control.
 JZ2570
 JZ2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2570.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2570
 JZ2570_MARKER: DB = BENCH MARK DISK
 JZ2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2570_STAMPING: B 239 1947
 JZ2570_MARK LOGO: CGS
 JZ2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2570+STABILITY: SURFACE MOTION
 JZ2570
 JZ2570  HISTORY     - Date     Condition        Report By
 JZ2570  HISTORY     - 1947     MONUMENTED       CGS
 JZ2570  HISTORY     - 1973     GOOD             NGS
 JZ2570
 JZ2570                          STATION DESCRIPTION
 JZ2570
 JZ2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2570'3.2 MI SE FROM NEW PALESTINE.
 JZ2570'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2570'OFFICE AT NEW PALESTINE, THENCE 2.6 MILE SOUTH ALONG A GRAVEL
 JZ2570'ROAD, ABOUT 0.5 MILE NORTH OF SUGAR CREEK METHODIST CHURCH, IN
 JZ2570'THE NORTHWEST QUARTER OF A CROSS ROAD, 29 FEET WEST OF THE CENTER
 JZ2570'LINE OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF THE CENTER LINE
 JZ2570'OF THE EAST-WEST ROAD, 11 FEET WEST OF A FENCE CORNER, 1 FOOT
 JZ2570'SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2570'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2570'POST PROJECTING ABOUT 5 INCHES.
 JZ2570
 JZ2570                          STATION RECOVERY (1973)
 JZ2570
 JZ2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0694 ***********************************************************************
 ME0694  DESIGNATION -  B 24
 ME0694  PID         -  ME0694
 ME0694  STATE/COUNTY-  IN/STARKE
 ME0694  COUNTRY     -  US
 ME0694  USGS QUAD   -  KNOX WEST (2019)
 ME0694
 ME0694                         *CURRENT SURVEY CONTROL
 ME0694  ______________________________________________________________________
 ME0694* NAD 83(1986) POSITION- 41 17 54.     (N) 086 37 36.     (W)   SCALED
 ME0694* NAVD 88 ORTHO HEIGHT -   213.742 (meters)      701.25  (feet) ADJUSTED
 ME0694  ______________________________________________________________________
 ME0694  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 ME0694  DYNAMIC HEIGHT  -        213.654 (meters)      700.96  (feet) COMP
 ME0694  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 ME0694
 ME0694  VERT ORDER      -  SECOND    CLASS 0
 ME0694
 ME0694.The horizontal coordinates were scaled from a map and have
 ME0694.an estimated accuracy of +/- 6 seconds.
 ME0694
 ME0694.The orthometric height was determined by differential leveling and
 ME0694.adjusted by the NATIONAL GEODETIC SURVEY
 ME0694.in June 1991.
 ME0694
 ME0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0694.GEOID18 height accuracy estimate available here.
 ME0694
 ME0694.Click photographs - Photos may exist for this station.
 ME0694
 ME0694.The dynamic height is computed by dividing the NAVD 88
 ME0694.geopotential number by the normal gravity value computed on the
 ME0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0694.degrees latitude (g = 980.6199 gals.).
 ME0694
 ME0694.The modeled gravity was interpolated from observed gravity values.
 ME0694
 ME0694;                    North         East    Units  Estimated Accuracy
 ME0694;SPC IN W     -   671,790.      938,250.      MT  (+/- 180 meters Scaled)
 ME0694
 ME0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL312719(NAD 83)
 ME0694
 ME0694                          SUPERSEDED SURVEY CONTROL
 ME0694
 ME0694  NGVD 29 (??/??/92)  213.828  (m)          701.53   (f) ADJ UNCH    2 0
 ME0694
 ME0694.Superseded values are not recommended for survey control.
 ME0694
 ME0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0694.See file dsdata.pdf to determine how the superseded data were derived.
 ME0694
 ME0694_MARKER: DB = BENCH MARK DISK
 ME0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0694_STAMPING: B 24 1934
 ME0694_MARK LOGO: CGS
 ME0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0694+STABILITY: SURFACE MOTION
 ME0694
 ME0694  HISTORY     - Date     Condition        Report By
 ME0694  HISTORY     - 1934     MONUMENTED       CGS
 ME0694  HISTORY     - 1946     GOOD             CGS
 ME0694  HISTORY     - 1973     GOOD             NGS
 ME0694  HISTORY     - 20031217 MARK NOT FOUND   SCHC
 ME0694
 ME0694                          STATION DESCRIPTION
 ME0694
 ME0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0694'AT KNOX.
 ME0694'AT KNOX, ABOUT 12 RAILS NORTHEAST OF THE INTERSECTION OF THE
 ME0694'NEW YORK CENTRAL RAILROAD AND THE NEW YORK, CHICAGO AND ST.
 ME0694'LOUIS RAILROAD, AT THE FIRST STREET CROSSING NORTHEAST OF THE NEW
 ME0694'YORK CENTRAL STATION, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ME0694'STREET, 26.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 ME0694'N.Y.C.R.R. TRACK, 39.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 ME0694'A SPUR TRACK LEADING TO A GRAIN ELEVATOR, 4 FEET SOUTH OF A
 ME0694'TELEGRAPH POLE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 ME0694'POST PROJECTING ABOUT 4 INCHES.
 ME0694
 ME0694                          STATION RECOVERY (1973)
 ME0694
 ME0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0694'RECOVERED IN GOOD CONDITION.
 ME0694
 ME0694                          STATION RECOVERY (2003)
 ME0694
 ME0694'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2003
 ME0694'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2551 ***********************************************************************
 JZ2551  DESIGNATION -  B 240
 JZ2551  PID         -  JZ2551
 JZ2551  STATE/COUNTY-  IN/SHELBY
 JZ2551  COUNTRY     -  US
 JZ2551  USGS QUAD   -  MORRISTOWN (2019)
 JZ2551
 JZ2551                         *CURRENT SURVEY CONTROL
 JZ2551  ______________________________________________________________________
 JZ2551* NAD 83(1986) POSITION- 39 38 50.     (N) 085 41 12.     (W)   SCALED
 JZ2551* NAVD 88 ORTHO HEIGHT -   268.730 (meters)      881.66  (feet) ADJUSTED
 JZ2551  ______________________________________________________________________
 JZ2551  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JZ2551  DYNAMIC HEIGHT  -        268.573 (meters)      881.14  (feet) COMP
 JZ2551  MODELED GRAVITY -    980,035.3   (mgal)                       NAVD 88
 JZ2551
 JZ2551  VERT ORDER      -  SECOND    CLASS 0
 JZ2551
 JZ2551.The horizontal coordinates were scaled from a map and have
 JZ2551.an estimated accuracy of +/- 6 seconds.
 JZ2551
 JZ2551.The orthometric height was determined by differential leveling and
 JZ2551.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2551.in June 1991.
 JZ2551
 JZ2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2551.GEOID18 height accuracy estimate available here.
 JZ2551
 JZ2551.Click photographs - Photos may exist for this station.
 JZ2551
 JZ2551.The dynamic height is computed by dividing the NAVD 88
 JZ2551.geopotential number by the normal gravity value computed on the
 JZ2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2551.degrees latitude (g = 980.6199 gals.).
 JZ2551
 JZ2551.The modeled gravity was interpolated from observed gravity values.
 JZ2551
 JZ2551;                    North         East    Units  Estimated Accuracy
 JZ2551;SPC IN E     -   488,350.       98,280.      MT  (+/- 180 meters Scaled)
 JZ2551
 JZ2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126894(NAD 83)
 JZ2551
 JZ2551                          SUPERSEDED SURVEY CONTROL
 JZ2551
 JZ2551  NGVD 29 (??/??/92)  268.851  (m)          882.06   (f) ADJ UNCH    2 0
 JZ2551
 JZ2551.Superseded values are not recommended for survey control.
 JZ2551
 JZ2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2551.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2551
 JZ2551_MARKER: DB = BENCH MARK DISK
 JZ2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2551_STAMPING: B 240 1947
 JZ2551_MARK LOGO: CGS
 JZ2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2551+STABILITY: SURFACE MOTION
 JZ2551
 JZ2551  HISTORY     - Date     Condition        Report By
 JZ2551  HISTORY     - 1947     MONUMENTED       CGS
 JZ2551
 JZ2551                          STATION DESCRIPTION
 JZ2551
 JZ2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2551'2.4 MI SE FROM MORRISTOWN.
 JZ2551'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2551'BUILDING AT MORRISTOWN, THENCE 1.6 MILE SOUTH ALONG A GRAVEL
 JZ2551'ROAD, AT THE INTERSECTION WITH A 100-FOOT OFFSET EAST-WEST
 JZ2551'SECTION LINE ROAD, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 JZ2551'LEADING EAST, 21 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2551'ROAD, 12 FEET SOUTH OF A TELEPHONE POLE, 21 FEET SOUTH OF A
 JZ2551'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A
 JZ2551'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2551'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2489 ***********************************************************************
 JZ2489  DESIGNATION -  B 241
 JZ2489  PID         -  JZ2489
 JZ2489  STATE/COUNTY-  IN/HANCOCK
 JZ2489  COUNTRY     -  US
 JZ2489  USGS QUAD   -  GREENFIELD (2019)
 JZ2489
 JZ2489                         *CURRENT SURVEY CONTROL
 JZ2489  ______________________________________________________________________
 JZ2489* NAD 83(1986) POSITION- 39 48 48.     (N) 085 50 24.     (W)   SCALED
 JZ2489* NAVD 88 ORTHO HEIGHT -   260.892 (meters)      855.94  (feet) ADJUSTED
 JZ2489  ______________________________________________________________________
 JZ2489  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 JZ2489  DYNAMIC HEIGHT  -        260.743 (meters)      855.45  (feet) COMP
 JZ2489  MODELED GRAVITY -    980,047.9   (mgal)                       NAVD 88
 JZ2489
 JZ2489  VERT ORDER      -  SECOND    CLASS 0
 JZ2489
 JZ2489.The horizontal coordinates were scaled from a map and have
 JZ2489.an estimated accuracy of +/- 6 seconds.
 JZ2489
 JZ2489.The orthometric height was determined by differential leveling and
 JZ2489.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2489.in June 1991.
 JZ2489
 JZ2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2489.GEOID18 height accuracy estimate available here.
 JZ2489
 JZ2489.Click photographs - Photos may exist for this station.
 JZ2489
 JZ2489.The dynamic height is computed by dividing the NAVD 88
 JZ2489.geopotential number by the normal gravity value computed on the
 JZ2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2489.degrees latitude (g = 980.6199 gals.).
 JZ2489
 JZ2489.The modeled gravity was interpolated from observed gravity values.
 JZ2489
 JZ2489;                    North         East    Units  Estimated Accuracy
 JZ2489;SPC IN E     -   506,810.       85,160.      MT  (+/- 180 meters Scaled)
 JZ2489
 JZ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK992076(NAD 83)
 JZ2489
 JZ2489                          SUPERSEDED SURVEY CONTROL
 JZ2489
 JZ2489  NGVD 29 (??/??/92)  261.012  (m)          856.34   (f) ADJ UNCH    2 0
 JZ2489
 JZ2489.Superseded values are not recommended for survey control.
 JZ2489
 JZ2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2489.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2489
 JZ2489_MARKER: DB = BENCH MARK DISK
 JZ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2489_STAMPING: B 241 1947
 JZ2489_MARK LOGO: CGS
 JZ2489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2489+STABILITY: SURFACE MOTION
 JZ2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2489+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2489
 JZ2489  HISTORY     - Date     Condition        Report By
 JZ2489  HISTORY     - 1947     MONUMENTED       CGS
 JZ2489  HISTORY     - 20000101 GOOD             IN-059
 JZ2489  HISTORY     - 20090203 GOOD             IN-059
 JZ2489
 JZ2489                          STATION DESCRIPTION
 JZ2489
 JZ2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2489'2.2 MI N FROM PHILADELPHIA.
 JZ2489'ABOUT 2.15 MILES NORTH ALONG A PAVED ROAD FROM THE JUNCTION WITH
 JZ2489'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2489'IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 JZ2489'ROAD, 25 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2489'15 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 8 FEET
 JZ2489'WEST OF A CONCRETE CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE
 JZ2489'LINE, ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 JZ2489'CONCRETE POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK IS
 JZ2489'ABOUT 2.2 MILES SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JZ2489'MOHAWK.
 JZ2489
 JZ2489                          STATION RECOVERY (2000)
 JZ2489
 JZ2489'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2000 (CC)
 JZ2489'THE CROSSROADS, 2.15 MI (3.46 KM) SOUTH OF ITS CROSSING WITH THE NEW
 JZ2489'YORK CENTRAL RAILROAD AT MOHAWK, IS AT THE INTERSECTION OF COUNTY ROAD
 JZ2489'200 NORTH AND COUNTY ROAD 200 W.
 JZ2489
 JZ2489                          STATION RECOVERY (2009)
 JZ2489
 JZ2489'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2531 ***********************************************************************
 JZ2531  DESIGNATION -  B 242
 JZ2531  PID         -  JZ2531
 JZ2531  STATE/COUNTY-  IN/HANCOCK
 JZ2531  COUNTRY     -  US
 JZ2531  USGS QUAD   -  PENDLETON (2019)
 JZ2531
 JZ2531                         *CURRENT SURVEY CONTROL
 JZ2531  ______________________________________________________________________
 JZ2531* NAD 83(1986) POSITION- 39 53 13.     (N) 085 41 30.     (W)   SCALED
 JZ2531* NAVD 88 ORTHO HEIGHT -   284.131 (meters)      932.19  (feet) ADJUSTED
 JZ2531  ______________________________________________________________________
 JZ2531  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ2531  DYNAMIC HEIGHT  -        283.970 (meters)      931.66  (feet) COMP
 JZ2531  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 JZ2531
 JZ2531  VERT ORDER      -  SECOND    CLASS 0
 JZ2531
 JZ2531.The horizontal coordinates were scaled from a map and have
 JZ2531.an estimated accuracy of +/- 6 seconds.
 JZ2531
 JZ2531.The orthometric height was determined by differential leveling and
 JZ2531.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2531.in June 1991.
 JZ2531
 JZ2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2531.GEOID18 height accuracy estimate available here.
 JZ2531
 JZ2531.Click photographs - Photos may exist for this station.
 JZ2531
 JZ2531.The dynamic height is computed by dividing the NAVD 88
 JZ2531.geopotential number by the normal gravity value computed on the
 JZ2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2531.degrees latitude (g = 980.6199 gals.).
 JZ2531
 JZ2531.The modeled gravity was interpolated from observed gravity values.
 JZ2531
 JZ2531;                    North         East    Units  Estimated Accuracy
 JZ2531;SPC IN E     -   514,970.       97,860.      MT  (+/- 180 meters Scaled)
 JZ2531
 JZ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK118160(NAD 83)
 JZ2531
 JZ2531                          SUPERSEDED SURVEY CONTROL
 JZ2531
 JZ2531  NGVD 29 (??/??/92)  284.256  (m)          932.60   (f) ADJ UNCH    2 0
 JZ2531
 JZ2531.Superseded values are not recommended for survey control.
 JZ2531
 JZ2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2531.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2531
 JZ2531_MARKER: DB = BENCH MARK DISK
 JZ2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2531_STAMPING: B 242 1947
 JZ2531_MARK LOGO: CGS
 JZ2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2531+STABILITY: SURFACE MOTION
 JZ2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2531+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2531
 JZ2531  HISTORY     - Date     Condition        Report By
 JZ2531  HISTORY     - 1947     MONUMENTED       CGS
 JZ2531  HISTORY     - 20090203 GOOD             IN-059
 JZ2531
 JZ2531                          STATION DESCRIPTION
 JZ2531
 JZ2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2531'1.1 MI N FROM WILLOW BRANCH.
 JZ2531'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 209 FROM ITS INTERSECTION
 JZ2531'WITH THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, AT THE
 JZ2531'T JUNCTION OF A GRAVEL ROAD LEADING WEST, ABOUT 1.0 MILE SOUTH
 JZ2531'OF THE INTERSECTION OF STATE HIGHWAY 234, 36 FEET WEST OF THE CENTER
 JZ2531'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE
 JZ2531'SIDE ROAD, 17 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 JZ2531'FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JZ2531'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2531'PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED FROM EDEN, HANCOCK
 JZ2531'COUNTY BY GOING ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 234
 JZ2531'FROM ITS INTERSECTION WITH STATE HIGHWAY 9, THENCE ABOUT 1.0
 JZ2531'MILE SOUTH ALONG STATE HIGHWAY 209.
 JZ2531
 JZ2531                          STATION RECOVERY (2009)
 JZ2531
 JZ2531'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0193 ***********************************************************************
 KA0193  DESIGNATION -  B 243
 KA0193  PID         -  KA0193
 KA0193  STATE/COUNTY-  IN/MARION
 KA0193  COUNTRY     -  US
 KA0193  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0193
 KA0193                         *CURRENT SURVEY CONTROL
 KA0193  ______________________________________________________________________
 KA0193* NAD 83(1986) POSITION- 39 46 20.     (N) 086 02 11.     (W)   SCALED
 KA0193* NAVD 88 ORTHO HEIGHT -   260.368 (meters)      854.22  (feet) POSTED
 KA0193  ______________________________________________________________________
 KA0193  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 KA0193  DYNAMIC HEIGHT  -        260.22  (meters)      853.7   (feet) COMP
 KA0193  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 KA0193
 KA0193  VERT ORDER      -  * POSTED, SEE BELOW
 KA0193
 KA0193.The horizontal coordinates were scaled from a map and have
 KA0193.an estimated accuracy of +/- 6 seconds.
 KA0193
 KA0193.The orthometric height was determined by differential leveling
 KA0193.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0193
 KA0193.* This is a POSTED BENCH MARK height.
 KA0193
 KA0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0193.GEOID18 height accuracy estimate available here.
 KA0193
 KA0193.Click photographs - Photos may exist for this station.
 KA0193
 KA0193.The dynamic height is computed by dividing the NAVD 88
 KA0193.geopotential number by the normal gravity value computed on the
 KA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0193.degrees latitude (g = 980.6199 gals.).
 KA0193
 KA0193.The modeled gravity was interpolated from observed gravity values.
 KA0193
 KA0193;                    North         East    Units  Estimated Accuracy
 KA0193;SPC IN E     -   502,290.       68,320.      MT  (+/- 180 meters Scaled)
 KA0193
 KA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK825029(NAD 83)
 KA0193
 KA0193                          SUPERSEDED SURVEY CONTROL
 KA0193
 KA0193  NGVD 29 (??/??/92)  260.488  (m)          854.62   (f) ADJ UNCH    2 0
 KA0193
 KA0193.Superseded values are not recommended for survey control.
 KA0193
 KA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0193.See file dsdata.pdf to determine how the superseded data were derived.
 KA0193
 KA0193_MARKER: DB = BENCH MARK DISK
 KA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0193_STAMPING: B 243 1947
 KA0193_MARK LOGO: CGS
 KA0193_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0193+STABILITY: SURFACE MOTION
 KA0193
 KA0193  HISTORY     - Date     Condition        Report By
 KA0193  HISTORY     - 1947     MONUMENTED       CGS
 KA0193  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0193
 KA0193                          STATION DESCRIPTION
 KA0193
 KA0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0193'4.2 MI W FROM CUMBERLAND.
 KA0193'ABOUT 4.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0193'AT CUMBERLAND, ABOUT 0.7 MILE EAST OF THE EAST INDIANAPOLIS CITY
 KA0193'LIMITS, AT THE ENTRANCE TO THE HOOSIER TOURIST CAMP, 27
 KA0193'FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRAFFIC LANE,
 KA0193'37.5 FEET EAST OF THE CAMP ENTRANCE ROAD, 17.5 FEET EAST OF
 KA0193'A 2 FT X 2 FT STONE GATE POST, 1 FOOT NORTH OF A FENCE LINE, 2
 KA0193'FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW HIGHWAY
 KA0193'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 KA0193'6 INCHES.
 KA0193
 KA0193                          STATION RECOVERY (1976)
 KA0193
 KA0193'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2528 ***********************************************************************
 JZ2528  DESIGNATION -  B 244
 JZ2528  PID         -  JZ2528
 JZ2528  STATE/COUNTY-  IN/HENRY
 JZ2528  COUNTRY     -  US
 JZ2528  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2528
 JZ2528                         *CURRENT SURVEY CONTROL
 JZ2528  ______________________________________________________________________
 JZ2528* NAD 83(1986) POSITION- 39 47 33.     (N) 085 34 50.     (W)   SCALED
 JZ2528* NAVD 88 ORTHO HEIGHT -   296.770 (meters)      973.65  (feet) ADJUSTED
 JZ2528  ______________________________________________________________________
 JZ2528  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 JZ2528  DYNAMIC HEIGHT  -        296.601 (meters)      973.10  (feet) COMP
 JZ2528  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 JZ2528
 JZ2528  VERT ORDER      -  SECOND    CLASS 0
 JZ2528
 JZ2528.The horizontal coordinates were scaled from a map and have
 JZ2528.an estimated accuracy of +/- 6 seconds.
 JZ2528
 JZ2528.The orthometric height was determined by differential leveling and
 JZ2528.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2528.in June 1991.
 JZ2528
 JZ2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2528.GEOID18 height accuracy estimate available here.
 JZ2528
 JZ2528.Click photographs - Photos may exist for this station.
 JZ2528
 JZ2528.The dynamic height is computed by dividing the NAVD 88
 JZ2528.geopotential number by the normal gravity value computed on the
 JZ2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2528.degrees latitude (g = 980.6199 gals.).
 JZ2528
 JZ2528.The modeled gravity was interpolated from observed gravity values.
 JZ2528
 JZ2528;                    North         East    Units  Estimated Accuracy
 JZ2528;SPC IN E     -   504,480.      107,380.      MT  (+/- 180 meters Scaled)
 JZ2528
 JZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK215056(NAD 83)
 JZ2528
 JZ2528                          SUPERSEDED SURVEY CONTROL
 JZ2528
 JZ2528  NGVD 29 (??/??/92)  296.894  (m)          974.06   (f) ADJ UNCH    2 0
 JZ2528
 JZ2528.Superseded values are not recommended for survey control.
 JZ2528
 JZ2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2528.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2528
 JZ2528_MARKER: DB = BENCH MARK DISK
 JZ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2528_STAMPING: B 244 1947
 JZ2528_MARK LOGO: CGS
 JZ2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2528+STABILITY: SURFACE MOTION
 JZ2528
 JZ2528  HISTORY     - Date     Condition        Report By
 JZ2528  HISTORY     - 1947     MONUMENTED       CGS
 JZ2528
 JZ2528                          STATION DESCRIPTION
 JZ2528
 JZ2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2528'1.7 MI E FROM CHARLOTTESVILLE.
 JZ2528'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2528'AT CHARLOTTESVILLE, ABOUT 0.8 MILE EAST OF THE HENRY-HANCOCK
 JZ2528'COUNTY LINE, AT A FARM OWNED BY GERTRUDE H. CREGOR, 39 FEET NORTH
 JZ2528'OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY,
 JZ2528'14.5 FEET WEST OF THE CENTER LINE OF A DRIVE WAY TO A BARN LOT, 8
 JZ2528'FEET WEST OF A GATE POST, 31 FEET WEST OF TELEPHONE POLE NO.
 JZ2528'13, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 JZ2528'WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE HIGHWAY AND SET
 JZ2528'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2607 ***********************************************************************
 JZ2607  DESIGNATION -  B 245
 JZ2607  PID         -  JZ2607
 JZ2607  STATE/COUNTY-  IN/SHELBY
 JZ2607  COUNTRY     -  US
 JZ2607  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2607
 JZ2607                         *CURRENT SURVEY CONTROL
 JZ2607  ______________________________________________________________________
 JZ2607* NAD 83(1986) POSITION- 39 40 08.92   (N) 085 49 11.34   (W)   HD_HELD1
 JZ2607* NAVD 88 ORTHO HEIGHT -   250.508 (meters)      821.88  (feet) ADJUSTED
 JZ2607  ______________________________________________________________________
 JZ2607  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 JZ2607  DYNAMIC HEIGHT  -        250.363 (meters)      821.40  (feet) COMP
 JZ2607  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2607
 JZ2607  VERT ORDER      -  SECOND    CLASS 0
 JZ2607
 JZ2607.The horizontal coordinates were determined by differentially corrected
 JZ2607.hand held GPS observations or other comparable positioning techniques
 JZ2607.and have an estimated accuracy of +/- 3 meters.
 JZ2607
 JZ2607.The orthometric height was determined by differential leveling and
 JZ2607.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2607.in June 1991.
 JZ2607
 JZ2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2607.GEOID18 height accuracy estimate available here.
 JZ2607
 JZ2607.Click photographs - Photos may exist for this station.
 JZ2607
 JZ2607.The dynamic height is computed by dividing the NAVD 88
 JZ2607.geopotential number by the normal gravity value computed on the
 JZ2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2607.degrees latitude (g = 980.6199 gals.).
 JZ2607
 JZ2607.The modeled gravity was interpolated from observed gravity values.
 JZ2607
 JZ2607;                    North         East    Units  Estimated Accuracy
 JZ2607;SPC IN E     -   490,794.7      86,859.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2607
 JZ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0122591702(NAD 83)
 JZ2607
 JZ2607                          SUPERSEDED SURVEY CONTROL
 JZ2607
 JZ2607  NGVD 29 (??/??/92)  250.622  (m)          822.25   (f) ADJ UNCH    2 0
 JZ2607
 JZ2607.Superseded values are not recommended for survey control.
 JZ2607
 JZ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2607.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2607
 JZ2607_MARKER: DB = BENCH MARK DISK
 JZ2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2607_STAMPING: B 245 1947
 JZ2607_MARK LOGO: CGS
 JZ2607_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2607+STABILITY: SURFACE MOTION
 JZ2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2607+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2022
 JZ2607
 JZ2607  HISTORY     - Date     Condition        Report By
 JZ2607  HISTORY     - 1947     MONUMENTED       CGS
 JZ2607  HISTORY     - 1973     GOOD             NGS
 JZ2607  HISTORY     - 20211011 GOOD             INDOT
 JZ2607  HISTORY     - 20220812 GOOD             INDOT
 JZ2607
 JZ2607                          STATION DESCRIPTION
 JZ2607
 JZ2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2607'2.5 MI S FROM CARROLLTON.
 JZ2607'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2607'CHURCH AT CARROLLTON, THENCE 2.4 MILES SOUTH ALONG A COUNTY ROAD
 JZ2607'LEADING TO THE VICINITY OF FAIRLAND, IN THE NORTHWEST QUARTER
 JZ2607'OF THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 40 FEET NORTH
 JZ2607'OF THE CENTER LINE OF THE EAST-WEST ROAD, 19.5 FEET WEST OF THE
 JZ2607'CENTER LINE OF THE NORTH-SOUTH ROAD, 20.5 FEET NORTH OF A FENCE
 JZ2607'CORNER, 10.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A
 JZ2607'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 JZ2607'FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2607'PROJECTING ABOUT 5 INCHES.
 JZ2607
 JZ2607                          STATION RECOVERY (1973)
 JZ2607
 JZ2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2607'RECOVERED IN GOOD CONDITION.
 JZ2607
 JZ2607                          STATION RECOVERY (2021)
 JZ2607
 JZ2607'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 JZ2607'RECOVERED IN GOOD CONDITION.
 JZ2607
 JZ2607                          STATION RECOVERY (2022)
 JZ2607
 JZ2607'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0243 ***********************************************************************
 LA0243  DESIGNATION -  B 246
 LA0243  PID         -  LA0243
 LA0243  STATE/COUNTY-  IN/RANDOLPH
 LA0243  COUNTRY     -  US
 LA0243  USGS QUAD   -  WINCHESTER (2019)
 LA0243
 LA0243                         *CURRENT SURVEY CONTROL
 LA0243  ______________________________________________________________________
 LA0243* NAD 83(1997) POSITION- 40 10 18.12785(N) 084 55 10.66832(W)   ADJUSTED
 LA0243* NAD 83(1997) ELLIP HT-   306.196 (meters)        (05/25/99)   ADJUSTED
 LA0243* NAVD 88 ORTHO HEIGHT -   339.659 (meters)     1114.36  (feet) ADJUSTED
 LA0243  ______________________________________________________________________
 LA0243  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 LA0243  NAD 83(1997) X  -    432,197.701 (meters)                     COMP
 LA0243  NAD 83(1997) Y  - -4,861,490.975 (meters)                     COMP
 LA0243  NAD 83(1997) Z  -  4,092,769.478 (meters)                     COMP
 LA0243  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LA0243  DYNAMIC HEIGHT  -        339.478 (meters)     1113.77  (feet) COMP
 LA0243  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LA0243
 LA0243  HORZ ORDER      -  THIRD
 LA0243  VERT ORDER      -  SECOND    CLASS 0
 LA0243  ELLP ORDER      -  FOURTH    CLASS I
 LA0243
 LA0243.The horizontal coordinates were established by GPS observations
 LA0243.and adjusted by the National Geodetic Survey in May 1999.
 LA0243
 LA0243.The orthometric height was determined by differential leveling and
 LA0243.adjusted by the NATIONAL GEODETIC SURVEY
 LA0243.in June 1991.
 LA0243
 LA0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0243.GEOID18 height accuracy estimate available here.
 LA0243
 LA0243.Click photographs - Photos may exist for this station.
 LA0243
 LA0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0243
 LA0243.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0243
 LA0243.The ellipsoidal height was determined by GPS observations
 LA0243.and is referenced to NAD 83.
 LA0243
 LA0243.The dynamic height is computed by dividing the NAVD 88
 LA0243.geopotential number by the normal gravity value computed on the
 LA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0243.degrees latitude (g = 980.6199 gals.).
 LA0243
 LA0243.The modeled gravity was interpolated from observed gravity values.
 LA0243
 LA0243. The following values were computed from the NAD 83(1997) position.
 LA0243
 LA0243;                    North         East     Units Scale Factor Converg.
 LA0243;SPC IN E     -   546,849.770   163,630.453   MT  1.00001649   +0 28 54.9
 LA0243;SPC IN E     - 1,794,122.95    536,844.24   sFT  1.00001649   +0 28 54.9
 LA0243;UTM  16      - 4,448,889.795   677,140.781   MT  0.99998629   +1 20 32.5
 LA0243
 LA0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0243!SPC IN E     -   0.99995197  x   1.00001649  =   0.99996846
 LA0243!UTM  16      -   0.99995197  x   0.99998629  =   0.99993826
 LA0243
 LA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7714048889(NAD 83)
 LA0243
 LA0243|---------------------------------------------------------------------|
 LA0243| PID    Reference Object                     Distance      Geod. Az  |
 LA0243|                                                           dddmmss.s |
 LA0243| LA2457 RANPORT                             157.041 METERS 21756     |
 LA0243|---------------------------------------------------------------------|
 LA0243
 LA0243                          SUPERSEDED SURVEY CONTROL
 LA0243
 LA0243  NAD 83(1995)-  40 10 18.12789(N)    084 55 10.66872(W) AD(       ) 3
 LA0243  NAD 83(1986)-  40 10 18.13271(N)    084 55 10.67720(W) AD(       ) 3
 LA0243  NAD 27      -  40 10 17.96109(N)    084 55 10.80838(W) AD(       ) 3
 LA0243  NGVD 29 (??/??/92)  339.803  (m)         1114.84   (f) ADJ UNCH    2 0
 LA0243  NGVD 29 (02/23/89)  340.     (m)  RAPSU86  model used  GPS OBS        
 LA0243
 LA0243.Superseded values are not recommended for survey control.
 LA0243
 LA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0243.See file dsdata.pdf to determine how the superseded data were derived.
 LA0243
 LA0243_MARKER: DB = BENCH MARK DISK
 LA0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0243_STAMPING: B 246 1947
 LA0243_MARK LOGO: CGS
 LA0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0243+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1988
 LA0243
 LA0243  HISTORY     - Date     Condition        Report By
 LA0243  HISTORY     - 1947     MONUMENTED       CGS
 LA0243  HISTORY     - 19880509 POOR             NGS
 LA0243
 LA0243                          STATION DESCRIPTION
 LA0243
 LA0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0243'3.2 MI E FROM WINCHESTER.
 LA0243'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 LA0243'AT WINCHESTER, AT THE NORTHEAST CORNER OF THE WINCHESTER AIRPORT
 LA0243'AND A CROSS ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0243'20 FEET SOUTHWEST OF THE SOUTH END OF A RIGHT ANGLE SHAPED CONCRETE
 LA0243'HEAD WALL OF A PIPE CULVERT, 28 FEET WEST OF THE CENTER LINE OF THE
 LA0243'CROSS ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0243'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0243'4 INCHES.
 LA0243
 LA0243                          STATION RECOVERY (1988)
 LA0243
 LA0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA0243'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) WEST OF UNION CITY, 5.1
 LA0243'KM (3.15 MI) EAST OF WINCHESTER AND IN FRONT OF THE
 LA0243'WINCHESTER-RANDOLPH COUNTY AIRPORT.  OWNERSHIP--INDIANA DEPARTMENT OF
 LA0243'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LA0243'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LA0243'TO REACH THE STATION FROM THE COURTHOUSE IN WINCHESTER, GO EAST ON
 LA0243'STATE HIGHWAY 32 FOR 5.1 KM (3.15 MI) TO MARK ON THE RIGHT JUST
 LA0243'BEFORE REACHING A CROSSROAD.
 LA0243'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---B 246
 LA0243'1947---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 LA0243'CM ABOVE THE GROUND SURFACE.  LOCATED 10.1 M (33.1 FT) SOUTH FROM
 LA0243'CENTER OF STATE HIGHWAY 32, 8.5 M (27.9 FT) WEST FROM CENTER OF
 LA0243'CROSSROAD AND ABOUT LEVEL WITH STATE HIGHWAY 32.  THE MARK IS IN BAD
 LA0243'SHAPE AND ALMOST IMPOSSIBLE TO READ FROM BEING HIT NUMEROUS TIMES BY
 LA0243'MOWING EQUIPMENT.
 LA0243'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA0243'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1121 ***********************************************************************
 LA1121  DESIGNATION -  B 247
 LA1121  PID         -  LA1121
 LA1121  STATE/COUNTY-  IN/HENRY
 LA1121  COUNTRY     -  US
 LA1121  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1121
 LA1121                         *CURRENT SURVEY CONTROL
 LA1121  ______________________________________________________________________
 LA1121* NAD 83(1986) POSITION- 40 03 42.     (N) 085 19 38.     (W)   SCALED
 LA1121* NAVD 88 ORTHO HEIGHT -   307.003 (meters)     1007.23  (feet) ADJUSTED
 LA1121  ______________________________________________________________________
 LA1121  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 LA1121  DYNAMIC HEIGHT  -        306.836 (meters)     1006.68  (feet) COMP
 LA1121  MODELED GRAVITY -    980,072.4   (mgal)                       NAVD 88
 LA1121
 LA1121  VERT ORDER      -  SECOND    CLASS 0
 LA1121
 LA1121.The horizontal coordinates were scaled from a map and have
 LA1121.an estimated accuracy of +/- 6 seconds.
 LA1121
 LA1121.The orthometric height was determined by differential leveling and
 LA1121.adjusted by the NATIONAL GEODETIC SURVEY
 LA1121.in June 1991.
 LA1121
 LA1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1121.GEOID18 height accuracy estimate available here.
 LA1121
 LA1121.Click photographs - Photos may exist for this station.
 LA1121
 LA1121.The dynamic height is computed by dividing the NAVD 88
 LA1121.geopotential number by the normal gravity value computed on the
 LA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1121.degrees latitude (g = 980.6199 gals.).
 LA1121
 LA1121.The modeled gravity was interpolated from observed gravity values.
 LA1121
 LA1121;                    North         East    Units  Estimated Accuracy
 LA1121;SPC IN E     -   534,420.      128,960.      MT  (+/- 180 meters Scaled)
 LA1121
 LA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK426359(NAD 83)
 LA1121
 LA1121                          SUPERSEDED SURVEY CONTROL
 LA1121
 LA1121  NGVD 29 (??/??/92)  307.138  (m)         1007.67   (f) ADJ UNCH    2 0
 LA1121
 LA1121.Superseded values are not recommended for survey control.
 LA1121
 LA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1121.See file dsdata.pdf to determine how the superseded data were derived.
 LA1121
 LA1121_MARKER: DB = BENCH MARK DISK
 LA1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1121_SP_SET: BRIDGE
 LA1121_STAMPING: B 247 1947
 LA1121_MARK LOGO: CGS
 LA1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1121
 LA1121  HISTORY     - Date     Condition        Report By
 LA1121  HISTORY     - 1947     MONUMENTED       CGS
 LA1121
 LA1121                          STATION DESCRIPTION
 LA1121
 LA1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1121'4.8 MI W FROM BLOUNTSVILLE.
 LA1121'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE
 LA1121'CHESAPEAKE AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE
 LA1121'ABOUT 0.15 MILE SOUTH AND 3.8 MILES WEST ALONG A GRAVEL ROAD,
 LA1121'AT A TURN IN THE ROAD WITH TANGENTS SOUTH AND EAST AND THE
 LA1121'JUNCTION OF A ROAD NORTH TO A FARM AND CEMETERY ON A HILL SIDE,
 LA1121'IN THE TOP OF THE SOUTH END OF THE CONCRETE RAIL OF A 30-FOOT
 LA1121'CONCRETE BRIDGE OVER A SMALL CREEK ON THE SOUTH TANGENT OF THE
 LA1121'ROAD, 2.3 FEET NORTH OF THE SOUTH END OF THE RAILING, 10 FEET
 LA1121'EAST OF THE CENTER LINE OF THE BRIDGE FLOOR AND ABOUT 3.5 FEET
 LA1121'ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1709 ***********************************************************************
 JZ1709  DESIGNATION -  B 249
 JZ1709  PID         -  JZ1709
 JZ1709  STATE/COUNTY-  IN/HENRY
 JZ1709  COUNTRY     -  US
 JZ1709  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1709
 JZ1709                         *CURRENT SURVEY CONTROL
 JZ1709  ______________________________________________________________________
 JZ1709* NAD 83(1986) POSITION- 39 56 49.     (N) 085 15 06.     (W)   SCALED
 JZ1709* NAVD 88 ORTHO HEIGHT -   350.231 (meters)     1149.05  (feet) ADJUSTED
 JZ1709  ______________________________________________________________________
 JZ1709  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 JZ1709  DYNAMIC HEIGHT  -        350.032 (meters)     1148.40  (feet) COMP
 JZ1709  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 JZ1709
 JZ1709  VERT ORDER      -  SECOND    CLASS 0
 JZ1709
 JZ1709.The horizontal coordinates were scaled from a map and have
 JZ1709.an estimated accuracy of +/- 6 seconds.
 JZ1709
 JZ1709.The orthometric height was determined by differential leveling and
 JZ1709.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1709.in June 1991.
 JZ1709
 JZ1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1709.GEOID18 height accuracy estimate available here.
 JZ1709
 JZ1709.Click photographs - Photos may exist for this station.
 JZ1709
 JZ1709.The dynamic height is computed by dividing the NAVD 88
 JZ1709.geopotential number by the normal gravity value computed on the
 JZ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1709.degrees latitude (g = 980.6199 gals.).
 JZ1709
 JZ1709.The modeled gravity was interpolated from observed gravity values.
 JZ1709
 JZ1709;                    North         East    Units  Estimated Accuracy
 JZ1709;SPC IN E     -   521,710.      135,470.      MT  (+/- 180 meters Scaled)
 JZ1709
 JZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493233(NAD 83)
 JZ1709
 JZ1709                          SUPERSEDED SURVEY CONTROL
 JZ1709
 JZ1709  NGVD 29 (??/??/92)  350.360  (m)         1149.47   (f) ADJ UNCH    2 0
 JZ1709
 JZ1709.Superseded values are not recommended for survey control.
 JZ1709
 JZ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1709.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1709
 JZ1709_MARKER: DB = BENCH MARK DISK
 JZ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1709_STAMPING: B 249 1947
 JZ1709_MARK LOGO: CGS
 JZ1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1709+STABILITY: SURFACE MOTION
 JZ1709
 JZ1709  HISTORY     - Date     Condition        Report By
 JZ1709  HISTORY     - 1947     MONUMENTED       CGS
 JZ1709
 JZ1709                          STATION DESCRIPTION
 JZ1709
 JZ1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1709'1.7 MI N FROM MILLVILLE.
 JZ1709'ABOUT 1.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1709'AT MILLVILLE, IN THE NORTHEAST QUARTER OF A CROSS ROAD AND AT THE
 JZ1709'JUNCTION WITH THE ABANDONED ROUTE OF U.S. HIGHWAY 36, 28 FEET
 JZ1709'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 74 FEET NORTH
 JZ1709'OF THE CENTER LINE OF THE EAST-WEST ROAD, 55 FEET NORTH OF A
 JZ1709'FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A
 JZ1709'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD LEVEL AND SET
 JZ1709'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1698 ***********************************************************************
 JZ1698  DESIGNATION -  B 251
 JZ1698  PID         -  JZ1698
 JZ1698  STATE/COUNTY-  IN/HENRY
 JZ1698  COUNTRY     -  US
 JZ1698  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1698
 JZ1698                         *CURRENT SURVEY CONTROL
 JZ1698  ______________________________________________________________________
 JZ1698* NAD 83(1986) POSITION- 39 57 38.     (N) 085 23 03.     (W)   SCALED
 JZ1698* NAVD 88 ORTHO HEIGHT -   323.633 (meters)     1061.79  (feet) ADJUSTED
 JZ1698  ______________________________________________________________________
 JZ1698  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JZ1698  DYNAMIC HEIGHT  -        323.454 (meters)     1061.20  (feet) COMP
 JZ1698  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 JZ1698
 JZ1698  VERT ORDER      -  SECOND    CLASS 0
 JZ1698
 JZ1698.The horizontal coordinates were scaled from a map and have
 JZ1698.an estimated accuracy of +/- 6 seconds.
 JZ1698
 JZ1698.The orthometric height was determined by differential leveling and
 JZ1698.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1698.in June 1991.
 JZ1698
 JZ1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1698.GEOID18 height accuracy estimate available here.
 JZ1698
 JZ1698.Click photographs - Photos may exist for this station.
 JZ1698
 JZ1698.The dynamic height is computed by dividing the NAVD 88
 JZ1698.geopotential number by the normal gravity value computed on the
 JZ1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1698.degrees latitude (g = 980.6199 gals.).
 JZ1698
 JZ1698.The modeled gravity was interpolated from observed gravity values.
 JZ1698
 JZ1698;                    North         East    Units  Estimated Accuracy
 JZ1698;SPC IN E     -   523,180.      124,140.      MT  (+/- 180 meters Scaled)
 JZ1698
 JZ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380246(NAD 83)
 JZ1698
 JZ1698                          SUPERSEDED SURVEY CONTROL
 JZ1698
 JZ1698  NGVD 29 (??/??/92)  323.764  (m)         1062.22   (f) ADJ UNCH    2 0
 JZ1698
 JZ1698.Superseded values are not recommended for survey control.
 JZ1698
 JZ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1698.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1698
 JZ1698_MARKER: DB = BENCH MARK DISK
 JZ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1698_STAMPING: V 251 1947
 JZ1698_MARK LOGO: CGS
 JZ1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1698+STABILITY: SURFACE MOTION
 JZ1698
 JZ1698  HISTORY     - Date     Condition        Report By
 JZ1698  HISTORY     - 1947     MONUMENTED       CGS
 JZ1698
 JZ1698                          STATION DESCRIPTION
 JZ1698
 JZ1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1698'2 MI N FROM NEW CASTLE.
 JZ1698'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1698'WITH STATE HIGHWAY 38 AT NEW CASTLE, AT A CROSS ROAD WITH
 JZ1698'SMITTYS GARAGE AND TRAILER PARK IN THE NORTHWEST QUARTER OF
 JZ1698'THE INTERSECTION, 68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1698'46 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 11.5 FEET
 JZ1698'NORTHEAST OF A WIRE FENCE, 33 FEET SOUTHEAST OF A CONCRETE FENCE
 JZ1698'CORNER POST, 29 FEET NORTH OF A 30-INCH FORKED TREE IN THE FENCE
 JZ1698'LINE, 15 FEET SOUTHEAST OF POWER POLE NO. I-7, 2 FEET SOUTHEAST
 JZ1698'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1698'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1623 ***********************************************************************
 JZ1623  DESIGNATION -  B 252
 JZ1623  PID         -  JZ1623
 JZ1623  STATE/COUNTY-  IN/RUSH
 JZ1623  COUNTRY     -  US
 JZ1623  USGS QUAD   -  MAYS (2019)
 JZ1623
 JZ1623                         *CURRENT SURVEY CONTROL
 JZ1623  ______________________________________________________________________
 JZ1623* NAD 83(1986) POSITION- 39 39 17.85   (N) 085 26 43.33   (W)   HD_HELD1
 JZ1623* NAVD 88 ORTHO HEIGHT -   302.352 (meters)      991.97  (feet) ADJUSTED
 JZ1623  ______________________________________________________________________
 JZ1623  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 JZ1623  DYNAMIC HEIGHT  -        302.173 (meters)      991.38  (feet) COMP
 JZ1623  MODELED GRAVITY -    980,026.8   (mgal)                       NAVD 88
 JZ1623
 JZ1623  VERT ORDER      -  SECOND    CLASS 0
 JZ1623
 JZ1623.The horizontal coordinates were determined by differentially corrected
 JZ1623.hand held GPS observations or other comparable positioning techniques
 JZ1623.and have an estimated accuracy of +/- 3 meters.
 JZ1623
 JZ1623.The orthometric height was determined by differential leveling and
 JZ1623.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1623.in June 1991.
 JZ1623
 JZ1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1623.GEOID18 height accuracy estimate available here.
 JZ1623
 JZ1623.Click photographs - Photos may exist for this station.
 JZ1623
 JZ1623.The dynamic height is computed by dividing the NAVD 88
 JZ1623.geopotential number by the normal gravity value computed on the
 JZ1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1623.degrees latitude (g = 980.6199 gals.).
 JZ1623
 JZ1623.The modeled gravity was interpolated from observed gravity values.
 JZ1623
 JZ1623;                    North         East    Units  Estimated Accuracy
 JZ1623;SPC IN E     -   489,231.9     118,991.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1623
 JZ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3337190616(NAD 83)
 JZ1623
 JZ1623                          SUPERSEDED SURVEY CONTROL
 JZ1623
 JZ1623  NGVD 29 (??/??/92)  302.480  (m)          992.39   (f) ADJ UNCH    2 0
 JZ1623
 JZ1623.Superseded values are not recommended for survey control.
 JZ1623
 JZ1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1623.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1623
 JZ1623_MARKER: DB = BENCH MARK DISK
 JZ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1623_STAMPING: B 252 1947
 JZ1623_MARK LOGO: CGS
 JZ1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1623+STABILITY: SURFACE MOTION
 JZ1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1623+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 JZ1623
 JZ1623  HISTORY     - Date     Condition        Report By
 JZ1623  HISTORY     - 1947     MONUMENTED       CGS
 JZ1623  HISTORY     - 20060606 GOOD             BFSINC
 JZ1623
 JZ1623                          STATION DESCRIPTION
 JZ1623
 JZ1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1623'3.4 MI N FROM RUSHVILLE.
 JZ1623'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT
 JZ1623'HOUSE IN RUSHVILLE, IN THE SOUTHWEST QUARTER OF A CROSSROADS, 47
 JZ1623'FEET WEST OF THE CENTER LINE OF HIGHWAY, 45 FEET SOUTH OF THE
 JZ1623'CENTER LINE OF THE EAST-WEST ROAD, 31.5 FEET SOUTHEAST OF A
 JZ1623'FENCE CORNER, 35.5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 JZ1623'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 JZ1623'WITNESS POST, ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL AND SET IN
 JZ1623'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 JZ1623
 JZ1623                          STATION RECOVERY (2006)
 JZ1623
 JZ1623'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1549 ***********************************************************************
 JZ1549  DESIGNATION -  B 253
 JZ1549  PID         -  JZ1549
 JZ1549  STATE/COUNTY-  IN/RUSH
 JZ1549  COUNTRY     -  US
 JZ1549  USGS QUAD   -  FALMOUTH (2019)
 JZ1549
 JZ1549                         *CURRENT SURVEY CONTROL
 JZ1549  ______________________________________________________________________
 JZ1549* NAD 83(1986) POSITION- 39 41 28.9    (N) 085 22 04.7    (W)   HD_HELD2
 JZ1549* NAVD 88 ORTHO HEIGHT -   306.306 (meters)     1004.94  (feet) ADJUSTED
 JZ1549  ______________________________________________________________________
 JZ1549  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1549  DYNAMIC HEIGHT  -        306.125 (meters)     1004.35  (feet) COMP
 JZ1549  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 JZ1549
 JZ1549  VERT ORDER      -  SECOND    CLASS 0
 JZ1549
 JZ1549.The horizontal coordinates were established by autonomous hand held GPS
 JZ1549.observations and have an estimated accuracy of +/- 10 meters.
 JZ1549
 JZ1549.The orthometric height was determined by differential leveling and
 JZ1549.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1549.in June 1991.
 JZ1549
 JZ1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1549.GEOID18 height accuracy estimate available here.
 JZ1549
 JZ1549.Click photographs - Photos may exist for this station.
 JZ1549
 JZ1549.The dynamic height is computed by dividing the NAVD 88
 JZ1549.geopotential number by the normal gravity value computed on the
 JZ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1549.degrees latitude (g = 980.6199 gals.).
 JZ1549
 JZ1549.The modeled gravity was interpolated from observed gravity values.
 JZ1549
 JZ1549;                    North         East    Units  Estimated Accuracy
 JZ1549;SPC IN E     -   493,293.      125,620.      MT  (+/- 10 meters HH2 GPS)
 JZ1549
 JZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3993894775(NAD 83)
 JZ1549
 JZ1549                          SUPERSEDED SURVEY CONTROL
 JZ1549
 JZ1549  NGVD 29 (??/??/92)  306.435  (m)         1005.36   (f) ADJ UNCH    2 0
 JZ1549
 JZ1549.Superseded values are not recommended for survey control.
 JZ1549
 JZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1549.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1549
 JZ1549_MARKER: DB = BENCH MARK DISK
 JZ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1549_STAMPING: B 253 1947
 JZ1549_MARK LOGO: CGS
 JZ1549_PROJECTION: FLUSH
 JZ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1549+STABILITY: SURFACE MOTION
 JZ1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1549+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1549
 JZ1549  HISTORY     - Date     Condition        Report By
 JZ1549  HISTORY     - 1947     MONUMENTED       CGS
 JZ1549  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1549
 JZ1549                          STATION DESCRIPTION
 JZ1549
 JZ1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1549'4.2 MI E FROM SEXTON.
 JZ1549'ABOUT 3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE NEW YORK,
 JZ1549'CHICAGO AND ST. LOUIS RAILROAD CROSSING AT SEXTON, THENCE 0.75
 JZ1549'MILE SOUTH ALONG A GRAVEL ROAD, AT PLUM CREEK CHRISTIAN CHURCH,
 JZ1549'145 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 JZ1549'27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF
 JZ1549'THE ROAD RIGHT-OF-WAY FENCE CORNER, 1 FOOT WEST OF A NORTH-SOUTH
 JZ1549'FENCE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1549'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1549'PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK MAY BE REACHED
 JZ1549'FROM THE CROSSROADS AT FALMOUTH BY GOING 2.0 MILES WEST ALONG A
 JZ1549'TAR AND GRAVEL ROAD, THENCE 0.6 MILE SOUTH AND 1.65 MILE WEST
 JZ1549'ALONG GRAVEL ROADS.
 JZ1549
 JZ1549                          STATION RECOVERY (2005)
 JZ1549
 JZ1549'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1549'THE FENCE AND WITNESS POST ARE GONE.  THIS IS 10 FEET SOUTHEAST OF
 JZ1549'PUBLIC SERVICE OF INDIANA POLE 568510.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1557 ***********************************************************************
 JZ1557  DESIGNATION -  B 254
 JZ1557  PID         -  JZ1557
 JZ1557  STATE/COUNTY-  IN/FAYETTE
 JZ1557  COUNTRY     -  US
 JZ1557  USGS QUAD   -  FALMOUTH (2019)
 JZ1557
 JZ1557                         *CURRENT SURVEY CONTROL
 JZ1557  ______________________________________________________________________
 JZ1557* NAD 83(1986) POSITION- 39 39 49.6    (N) 085 18 01.7    (W)   HD_HELD2
 JZ1557* NAVD 88 ORTHO HEIGHT -   325.856 (meters)     1069.08  (feet) ADJUSTED
 JZ1557  ______________________________________________________________________
 JZ1557  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ1557  DYNAMIC HEIGHT  -        325.662 (meters)     1068.44  (feet) COMP
 JZ1557  MODELED GRAVITY -    980,022.7   (mgal)                       NAVD 88
 JZ1557
 JZ1557  VERT ORDER      -  SECOND    CLASS 0
 JZ1557
 JZ1557.The horizontal coordinates were established by autonomous hand held GPS
 JZ1557.observations and have an estimated accuracy of +/- 10 meters.
 JZ1557
 JZ1557.The orthometric height was determined by differential leveling and
 JZ1557.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1557.in June 1991.
 JZ1557
 JZ1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1557.GEOID18 height accuracy estimate available here.
 JZ1557
 JZ1557.Click photographs - Photos may exist for this station.
 JZ1557
 JZ1557.The dynamic height is computed by dividing the NAVD 88
 JZ1557.geopotential number by the normal gravity value computed on the
 JZ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1557.degrees latitude (g = 980.6199 gals.).
 JZ1557
 JZ1557.The modeled gravity was interpolated from observed gravity values.
 JZ1557
 JZ1557;                    North         East    Units  Estimated Accuracy
 JZ1557;SPC IN E     -   490,252.      131,423.      MT  (+/- 10 meters HH2 GPS)
 JZ1557
 JZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4578491821(NAD 83)
 JZ1557
 JZ1557                          SUPERSEDED SURVEY CONTROL
 JZ1557
 JZ1557  NGVD 29 (??/??/92)  325.987  (m)         1069.51   (f) ADJ UNCH    2 0
 JZ1557
 JZ1557.Superseded values are not recommended for survey control.
 JZ1557
 JZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1557.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1557
 JZ1557_MARKER: DB = BENCH MARK DISK
 JZ1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1557_STAMPING: B 254 1947
 JZ1557_MARK LOGO: CGS
 JZ1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1557+STABILITY: SURFACE MOTION
 JZ1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1557+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1557
 JZ1557  HISTORY     - Date     Condition        Report By
 JZ1557  HISTORY     - 1947     MONUMENTED       CGS
 JZ1557  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1557
 JZ1557                          STATION DESCRIPTION
 JZ1557
 JZ1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1557'2.4 MI N FROM GLENWOOD.
 JZ1557'ABOUT 2.4 MILES NORTH ALONG THE COUNTY ROAD FROM THE BALTIMORE
 JZ1557'AND OHIO RAILROAD STATION AT GLENWOOD, AT A CROSS ROAD, IN
 JZ1557'THE SOUTHEAST ANGLE OF THE INTERSECTION, 40 FEET EAST OF THE CENTER
 JZ1557'LINE OF THE NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE CENTER LINE
 JZ1557'OF THE EAST-WEST ROAD, 20 FEET EAST OF A FENCE CORNER, 1 FOOT
 JZ1557'NORTH OF A FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1557'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1557'POST PROJECTING ABOUT 4 INCHES.
 JZ1557
 JZ1557                          STATION RECOVERY (2005)
 JZ1557
 JZ1557'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1557'THE FENCE LINE AND WITNESS POST ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1587 ***********************************************************************
 JZ1587  DESIGNATION -  B 255
 JZ1587  PID         -  JZ1587
 JZ1587  STATE/COUNTY-  IN/WAYNE
 JZ1587  COUNTRY     -  US
 JZ1587  USGS QUAD   -  JACKSONBURG (2019)
 JZ1587
 JZ1587                         *CURRENT SURVEY CONTROL
 JZ1587  ______________________________________________________________________
 JZ1587* NAD 83(1986) POSITION- 39 46 23.     (N) 085 03 09.     (W)   SCALED
 JZ1587* NAVD 88 ORTHO HEIGHT -   289.131 (meters)      948.59  (feet) ADJUSTED
 JZ1587  ______________________________________________________________________
 JZ1587  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 JZ1587  DYNAMIC HEIGHT  -        288.960 (meters)      948.03  (feet) COMP
 JZ1587  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 JZ1587
 JZ1587  VERT ORDER      -  SECOND    CLASS 0
 JZ1587
 JZ1587.The horizontal coordinates were scaled from a map and have
 JZ1587.an estimated accuracy of +/- 6 seconds.
 JZ1587
 JZ1587.The orthometric height was determined by differential leveling and
 JZ1587.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1587.in June 1991.
 JZ1587
 JZ1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1587.GEOID18 height accuracy estimate available here.
 JZ1587
 JZ1587.Click photographs - Photos may exist for this station.
 JZ1587
 JZ1587.The dynamic height is computed by dividing the NAVD 88
 JZ1587.geopotential number by the normal gravity value computed on the
 JZ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1587.degrees latitude (g = 980.6199 gals.).
 JZ1587
 JZ1587.The modeled gravity was interpolated from observed gravity values.
 JZ1587
 JZ1587;                    North         East    Units  Estimated Accuracy
 JZ1587;SPC IN E     -   502,500.      152,620.      MT  (+/- 180 meters Scaled)
 JZ1587
 JZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK667043(NAD 83)
 JZ1587
 JZ1587                          SUPERSEDED SURVEY CONTROL
 JZ1587
 JZ1587  NGVD 29 (??/??/92)  289.271  (m)          949.05   (f) ADJ UNCH    2 0
 JZ1587
 JZ1587.Superseded values are not recommended for survey control.
 JZ1587
 JZ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1587.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1587
 JZ1587_MARKER: DB = BENCH MARK DISK
 JZ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1587_STAMPING: B 255 1947
 JZ1587_MARK LOGO: CGS
 JZ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1587+STABILITY: SURFACE MOTION
 JZ1587
 JZ1587  HISTORY     - Date     Condition        Report By
 JZ1587  HISTORY     - 1947     MONUMENTED       CGS
 JZ1587
 JZ1587                          STATION DESCRIPTION
 JZ1587
 JZ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1587'8.2 MI N FROM LYONSVILLE.
 JZ1587'ABOUT 8.15 MILE NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1587'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, AT THE
 JZ1587'JUNCTION WITH A ROAD LEADING EAST, 50 FEET EAST OF THE CENTER
 JZ1587'LINE OF THE NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE CENTER LINE
 JZ1587'OF THE ROAD EAST, 1 FOOT NORTH OF A FENCE LINE, 26 FEET WEST
 JZ1587'OF CABLE LINE POLE NUMBER 1893 AND IN LINE WITH THE POLES, 33
 JZ1587'FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROADS AND SET
 JZ1587'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0943 ***********************************************************************
 ME0943  DESIGNATION -  B 256
 ME0943  PID         -  ME0943
 ME0943  STATE/COUNTY-  IN/LAKE
 ME0943  COUNTRY     -  US
 ME0943  USGS QUAD   -  GARY (2019)
 ME0943
 ME0943                         *CURRENT SURVEY CONTROL
 ME0943  ______________________________________________________________________
 ME0943* NAD 83(1986) POSITION- 41 31 43.     (N) 087 20 11.     (W)   SCALED
 ME0943* NAVD 88 ORTHO HEIGHT -   192.068 (meters)      630.14  (feet) ADJUSTED
 ME0943  ______________________________________________________________________
 ME0943  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME0943  DYNAMIC HEIGHT  -        191.994 (meters)      629.90  (feet) COMP
 ME0943  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 ME0943
 ME0943  VERT ORDER      -  SECOND    CLASS 0
 ME0943
 ME0943.The horizontal coordinates were scaled from a map and have
 ME0943.an estimated accuracy of +/- 6 seconds.
 ME0943
 ME0943.The orthometric height was determined by differential leveling and
 ME0943.adjusted by the NATIONAL GEODETIC SURVEY
 ME0943.in June 1991.
 ME0943
 ME0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0943.GEOID18 height accuracy estimate available here.
 ME0943
 ME0943.Click photographs - Photos may exist for this station.
 ME0943
 ME0943.The dynamic height is computed by dividing the NAVD 88
 ME0943.geopotential number by the normal gravity value computed on the
 ME0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0943.degrees latitude (g = 980.6199 gals.).
 ME0943
 ME0943.The modeled gravity was interpolated from observed gravity values.
 ME0943
 ME0943;                    North         East    Units  Estimated Accuracy
 ME0943;SPC IN W     -   697,290.      878,880.      MT  (+/- 180 meters Scaled)
 ME0943
 ME0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719974(NAD 83)
 ME0943
 ME0943                          SUPERSEDED SURVEY CONTROL
 ME0943
 ME0943  NGVD 29 (??/??/92)  192.166  (m)          630.46   (f) ADJ UNCH    2 0
 ME0943
 ME0943.Superseded values are not recommended for survey control.
 ME0943
 ME0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0943.See file dsdata.pdf to determine how the superseded data were derived.
 ME0943
 ME0943_MARKER: DB = BENCH MARK DISK
 ME0943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0943_SP_SET: BOX CULVERT HEADWALL
 ME0943_STAMPING: B 256 1947
 ME0943_MARK LOGO: CGS
 ME0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0943+STABILITY: SURFACE MOTION
 ME0943
 ME0943  HISTORY     - Date     Condition        Report By
 ME0943  HISTORY     - 1947     MONUMENTED       CGS
 ME0943  HISTORY     - 1953     MARK NOT FOUND   CGS
 ME0943
 ME0943                          STATION DESCRIPTION
 ME0943
 ME0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0943'1.4 MI S FROM GARY.
 ME0943'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE INTERSECTION
 ME0943'OF U.S. HIGHWAY 6 AT GARY, ABOUT 110 YARDS SOUTH OF THE
 ME0943'INTERSECTION OF 49TH AVENUE, SET IN THE TOP OF THE SOUTH END OF
 ME0943'THE WEST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 ME0943'26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF
 ME0943'THE SOUTH END OF THE HEAD WALL AND 1.5 FEET BELOW THE HIGHWAY.
 ME0943
 ME0943                          STATION RECOVERY (1953)
 ME0943
 ME0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 ME0943'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1939 ***********************************************************************
 JZ1939  DESIGNATION -  B 258
 JZ1939  PID         -  JZ1939
 JZ1939  STATE/COUNTY-  IN/DECATUR
 JZ1939  COUNTRY     -  US
 JZ1939  USGS QUAD   -  GREENSBURG (2019)
 JZ1939
 JZ1939                         *CURRENT SURVEY CONTROL
 JZ1939  ______________________________________________________________________
 JZ1939* NAD 83(1986) POSITION- 39 20 20.2    (N) 085 28 45.8    (W)   HD_HELD2
 JZ1939* NAVD 88 ORTHO HEIGHT -   283.320 (meters)      929.53  (feet) ADJUSTED
 JZ1939  ______________________________________________________________________
 JZ1939  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ1939  DYNAMIC HEIGHT  -        283.143 (meters)      928.95  (feet) COMP
 JZ1939  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JZ1939
 JZ1939  VERT ORDER      -  FIRST     CLASS II
 JZ1939
 JZ1939.The horizontal coordinates were established by autonomous hand held GPS
 JZ1939.observations and have an estimated accuracy of +/- 10 meters.
 JZ1939
 JZ1939.The orthometric height was determined by differential leveling and
 JZ1939.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1939.in June 1991.
 JZ1939
 JZ1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1939.GEOID18 height accuracy estimate available here.
 JZ1939
 JZ1939.Click photographs - Photos may exist for this station.
 JZ1939
 JZ1939.The dynamic height is computed by dividing the NAVD 88
 JZ1939.geopotential number by the normal gravity value computed on the
 JZ1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1939.degrees latitude (g = 980.6199 gals.).
 JZ1939
 JZ1939.The modeled gravity was interpolated from observed gravity values.
 JZ1939
 JZ1939;                    North         East    Units  Estimated Accuracy
 JZ1939;SPC IN E     -   454,141.      116,145.      MT  (+/- 10 meters HH2 GPS)
 JZ1939
 JZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3104455493(NAD 83)
 JZ1939
 JZ1939                          SUPERSEDED SURVEY CONTROL
 JZ1939
 JZ1939  NGVD 29 (??/??/92)  283.447  (m)          929.94   (f) ADJ UNCH    1 2
 JZ1939
 JZ1939.Superseded values are not recommended for survey control.
 JZ1939
 JZ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1939.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1939
 JZ1939_MARKER: DB = BENCH MARK DISK
 JZ1939_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ1939_SP_SET: FOUNDATION WALL
 JZ1939_STAMPING: B 258 1947
 JZ1939_MARK LOGO: CGS
 JZ1939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ1939+STABILITY: POSITION/ELEVATION WELL
 JZ1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1939+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JZ1939
 JZ1939  HISTORY     - Date     Condition        Report By
 JZ1939  HISTORY     - 1947     MONUMENTED       CGS
 JZ1939  HISTORY     - 1986     GOOD             NGS
 JZ1939  HISTORY     - 20050922 GOOD             GEOCAC
 JZ1939
 JZ1939                          STATION DESCRIPTION
 JZ1939
 JZ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1939'IN GREENSBURG.
 JZ1939'IN GREENSBURG, ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 3 FROM
 JZ1939'THE COURT HOUSE, ABOUT 2 BLOCKS NORTH OF THE JUNCTION OF STATE
 JZ1939'HIGHWAY 46, AT THE INTERSECTION OF LINCOLN AND NORTH STREETS, SET
 JZ1939'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION AT THE
 JZ1939'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 1 FOOT EAST OF THE
 JZ1939'CORNER AND 2.5 FEET ABOVE THE GROUND.
 JZ1939
 JZ1939                          STATION RECOVERY (1986)
 JZ1939
 JZ1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1939'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--THE
 JZ1939'SCHOOL TO THE PARKS AND RECREATION BUILDING.
 JZ1939
 JZ1939                          STATION RECOVERY (2005)
 JZ1939
 JZ1939'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1752 ***********************************************************************
 JZ1752  DESIGNATION -  B 259
 JZ1752  PID         -  JZ1752
 JZ1752  STATE/COUNTY-  IN/RUSH
 JZ1752  COUNTRY     -  US
 JZ1752  USGS QUAD   -  RUSHVILLE (2019)
 JZ1752
 JZ1752                         *CURRENT SURVEY CONTROL
 JZ1752  ______________________________________________________________________
 JZ1752* NAD 83(1986) POSITION- 39 31 31.     (N) 085 22 37.     (W)   SCALED
 JZ1752* NAVD 88 ORTHO HEIGHT -   316.597 (meters)     1038.70  (feet) ADJUSTED
 JZ1752  ______________________________________________________________________
 JZ1752  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JZ1752  DYNAMIC HEIGHT  -        316.404 (meters)     1038.07  (feet) COMP
 JZ1752  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 JZ1752
 JZ1752  VERT ORDER      -  SECOND    CLASS 0
 JZ1752
 JZ1752.The horizontal coordinates were scaled from a map and have
 JZ1752.an estimated accuracy of +/- 6 seconds.
 JZ1752
 JZ1752.The orthometric height was determined by differential leveling and
 JZ1752.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1752.in June 1991.
 JZ1752
 JZ1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1752.GEOID18 height accuracy estimate available here.
 JZ1752
 JZ1752.Click photographs - Photos may exist for this station.
 JZ1752
 JZ1752.The dynamic height is computed by dividing the NAVD 88
 JZ1752.geopotential number by the normal gravity value computed on the
 JZ1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1752.degrees latitude (g = 980.6199 gals.).
 JZ1752
 JZ1752.The modeled gravity was interpolated from observed gravity values.
 JZ1752
 JZ1752;                    North         East    Units  Estimated Accuracy
 JZ1752;SPC IN E     -   474,850.      124,910.      MT  (+/- 180 meters Scaled)
 JZ1752
 JZ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ395763(NAD 83)
 JZ1752
 JZ1752                          SUPERSEDED SURVEY CONTROL
 JZ1752
 JZ1752  NGVD 29 (??/??/92)  316.724  (m)         1039.12   (f) ADJ UNCH    2 0
 JZ1752
 JZ1752.Superseded values are not recommended for survey control.
 JZ1752
 JZ1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1752.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1752
 JZ1752_MARKER: DB = BENCH MARK DISK
 JZ1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1752_STAMPING: B 259 1947
 JZ1752_MARK LOGO: CGS
 JZ1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1752+STABILITY: SURFACE MOTION
 JZ1752
 JZ1752  HISTORY     - Date     Condition        Report By
 JZ1752  HISTORY     - 1947     MONUMENTED       CGS
 JZ1752  HISTORY     - 20060627 POOR             BFSINC
 JZ1752
 JZ1752                          STATION DESCRIPTION
 JZ1752
 JZ1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1752'7.2 MI NE FROM MILROY.
 JZ1752'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1752'NATIONAL BANK AT MILROY, THENCE ABOUT 2.25 MILES NORTH ALONG
 JZ1752'STATE HIGHWAY 3, THENCE ABOUT 4.55 MILES EAST ALONG A GRAVEL
 JZ1752'ROAD, AT THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, 35 FEET
 JZ1752'SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD WEST AND THE T
 JZ1752'FENCE CORNER IN THE EAST-RIGHT-OF-WAY FENCE, 15 FEET EAST OF THE
 JZ1752'CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 32 FEET SOUTH OF A
 JZ1752'POWER POLE AND IN LINE WITH THE ROW OF POLES, 1 FOOT WEST OF THE
 JZ1752'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1752'LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 JZ1752'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL
 JZ1752'AT NEW SALEM BY GOING ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY
 JZ1752'52, THENCE ABOUT 0.4 MILE SOUTH ALONG A BLACK TOP ROAD, 1.0 MILE
 JZ1752'WEST AND ABOUT 0.85 MILE SOUTH ALONG A GRAVEL ROAD AND SITE
 JZ1752'OF MARK.  NOTE-- LINE WAS RUN THROUGH A CULTIVATED FIELD FOR
 JZ1752'ABOUT 1.0 MILE EAST FROM THIS MARK TO B.M. C 259.
 JZ1752
 JZ1752                          STATION RECOVERY (2006)
 JZ1752
 JZ1752'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1752'CONCRETE REMAINING WHERE DESCRIBED BUT MONUMENT IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1957 ***********************************************************************
 JZ1957  DESIGNATION -  B 260
 JZ1957  PID         -  JZ1957
 JZ1957  STATE/COUNTY-  IN/FRANKLIN
 JZ1957  COUNTRY     -  US
 JZ1957  USGS QUAD   -  CLARKSBURG (2019)
 JZ1957
 JZ1957                         *CURRENT SURVEY CONTROL
 JZ1957  ______________________________________________________________________
 JZ1957* NAD 83(1986) POSITION- 39 29 22.     (N) 085 17 19.     (W)   SCALED
 JZ1957* NAVD 88 ORTHO HEIGHT -   311.475 (meters)     1021.90  (feet) ADJUSTED
 JZ1957  ______________________________________________________________________
 JZ1957  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ1957  DYNAMIC HEIGHT  -        311.283 (meters)     1021.27  (feet) COMP
 JZ1957  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ1957
 JZ1957  VERT ORDER      -  SECOND    CLASS 0
 JZ1957
 JZ1957.The horizontal coordinates were scaled from a map and have
 JZ1957.an estimated accuracy of +/- 6 seconds.
 JZ1957
 JZ1957.The orthometric height was determined by differential leveling and
 JZ1957.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1957.in June 1991.
 JZ1957
 JZ1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1957.GEOID18 height accuracy estimate available here.
 JZ1957
 JZ1957.Click photographs - Photos may exist for this station.
 JZ1957
 JZ1957.The dynamic height is computed by dividing the NAVD 88
 JZ1957.geopotential number by the normal gravity value computed on the
 JZ1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1957.degrees latitude (g = 980.6199 gals.).
 JZ1957
 JZ1957.The modeled gravity was interpolated from observed gravity values.
 JZ1957
 JZ1957;                    North         East    Units  Estimated Accuracy
 JZ1957;SPC IN E     -   470,900.      132,520.      MT  (+/- 180 meters Scaled)
 JZ1957
 JZ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471724(NAD 83)
 JZ1957
 JZ1957                          SUPERSEDED SURVEY CONTROL
 JZ1957
 JZ1957  NGVD 29 (??/??/92)  311.611  (m)         1022.34   (f) ADJ UNCH    2 0
 JZ1957
 JZ1957.Superseded values are not recommended for survey control.
 JZ1957
 JZ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1957.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1957
 JZ1957_MARKER: DB = BENCH MARK DISK
 JZ1957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1957_SP_SET: CULVERT HEADWALL
 JZ1957_STAMPING: B 260 1947
 JZ1957_MARK LOGO: CGS
 JZ1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1957+STABILITY: SURFACE MOTION
 JZ1957
 JZ1957  HISTORY     - Date     Condition        Report By
 JZ1957  HISTORY     - 1947     MONUMENTED       CGS
 JZ1957
 JZ1957                          STATION DESCRIPTION
 JZ1957
 JZ1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1957'0.6 MI S FROM ANDERSONVILLE.
 JZ1957'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 244 FROM THE UNITED
 JZ1957'BRETHERN CHURCH AT ANDERSONVILLE, THENCE ABOUT 0.55 MILE SOUTH
 JZ1957'ALONG THE BUENA VISTA ROAD, SET IN THE TOP OF THE CENTER OF THE
 JZ1957'EAST CONCRETE HEAD WALL OF A 5-FOOT CORRUGATED STEEL PIPE CULVERT,
 JZ1957'11 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1.5 FEET
 JZ1957'ABOVE THE ROAD LEVEL.  NOTE-- MARK MAY ALSO BE REACHED FROM
 JZ1957'ANDERSONVILLE BY GOING ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY
 JZ1957'244 FROM THE JUNCTION OF U.S. HIGHWAY 52, THENCE ABOUT 0.55
 JZ1957'MILE SOUTH ALONG THE BUENA VISTA ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1779 ***********************************************************************
 JZ1779  DESIGNATION -  B 261
 JZ1779  PID         -  JZ1779
 JZ1779  STATE/COUNTY-  IN/FAYETTE
 JZ1779  COUNTRY     -  US
 JZ1779  USGS QUAD   -  ALPINE (2019)
 JZ1779
 JZ1779                         *CURRENT SURVEY CONTROL
 JZ1779  ______________________________________________________________________
 JZ1779* NAD 83(1986) POSITION- 39 35 02.     (N) 085 09 30.     (W)   SCALED
 JZ1779* NAVD 88 ORTHO HEIGHT -   235.786 (meters)      773.57  (feet) ADJUSTED
 JZ1779  ______________________________________________________________________
 JZ1779  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 JZ1779  DYNAMIC HEIGHT  -        235.644 (meters)      773.11  (feet) COMP
 JZ1779  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ1779
 JZ1779  VERT ORDER      -  SECOND    CLASS 0
 JZ1779
 JZ1779.The horizontal coordinates were scaled from a map and have
 JZ1779.an estimated accuracy of +/- 6 seconds.
 JZ1779
 JZ1779.The orthometric height was determined by differential leveling and
 JZ1779.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1779.in June 1991.
 JZ1779
 JZ1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1779.GEOID18 height accuracy estimate available here.
 JZ1779
 JZ1779.Click photographs - Photos may exist for this station.
 JZ1779
 JZ1779.The dynamic height is computed by dividing the NAVD 88
 JZ1779.geopotential number by the normal gravity value computed on the
 JZ1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1779.degrees latitude (g = 980.6199 gals.).
 JZ1779
 JZ1779.The modeled gravity was interpolated from observed gravity values.
 JZ1779
 JZ1779;                    North         East    Units  Estimated Accuracy
 JZ1779;SPC IN E     -   481,440.      143,670.      MT  (+/- 180 meters Scaled)
 JZ1779
 JZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ581831(NAD 83)
 JZ1779
 JZ1779                          SUPERSEDED SURVEY CONTROL
 JZ1779
 JZ1779  NGVD 29 (??/??/92)  235.931  (m)          774.05   (f) ADJ UNCH    2 0
 JZ1779
 JZ1779.Superseded values are not recommended for survey control.
 JZ1779
 JZ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1779.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1779
 JZ1779_MARKER: DB = BENCH MARK DISK
 JZ1779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1779_SP_SET: ABUTMENT
 JZ1779_STAMPING: B 261 1947
 JZ1779_MARK LOGO: CGS
 JZ1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1779+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 JZ1779
 JZ1779  HISTORY     - Date     Condition        Report By
 JZ1779  HISTORY     - 1947     MONUMENTED       CGS
 JZ1779  HISTORY     - 20230614 GOOD             INDOT
 JZ1779
 JZ1779                          STATION DESCRIPTION
 JZ1779
 JZ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1779'0.3 MI N FROM NULLTOWN.
 JZ1779'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 121 FROM THE CROSSROADS
 JZ1779'AT NULLTOWN, ABOUT 0.15 MILE SOUTH OF A SIDE ROAD LEADING EAST,
 JZ1779'AT CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY BRIDGE
 JZ1779'NO. 137, OPPOSITE A STONE ARCH HIGHWAY BRIDGE, SET IN THE TOP
 JZ1779'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE,
 JZ1779'83 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.3 FEET WEST
 JZ1779'OF THE WEST RAIL, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND
 JZ1779'LEVEL WITH THE TRACK.
 JZ1779
 JZ1779                          STATION RECOVERY (2023)
 JZ1779
 JZ1779'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2039 ***********************************************************************
 JZ2039  DESIGNATION -  B 262
 JZ2039  PID         -  JZ2039
 JZ2039  STATE/COUNTY-  IN/FRANKLIN
 JZ2039  COUNTRY     -  US
 JZ2039  USGS QUAD   -  BROOKVILLE (2019)
 JZ2039
 JZ2039                         *CURRENT SURVEY CONTROL
 JZ2039  ______________________________________________________________________
 JZ2039* NAD 83(1986) POSITION- 39 25 43.     (N) 085 00 57.     (W)   SCALED
 JZ2039* NAVD 88 ORTHO HEIGHT -   193.372 (meters)      634.42  (feet) ADJUSTED
 JZ2039  ______________________________________________________________________
 JZ2039  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 JZ2039  DYNAMIC HEIGHT  -        193.255 (meters)      634.04  (feet) COMP
 JZ2039  MODELED GRAVITY -    980,018.6   (mgal)                       NAVD 88
 JZ2039
 JZ2039  VERT ORDER      -  SECOND    CLASS 0
 JZ2039
 JZ2039.The horizontal coordinates were scaled from a map and have
 JZ2039.an estimated accuracy of +/- 6 seconds.
 JZ2039
 JZ2039.The orthometric height was determined by differential leveling and
 JZ2039.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2039.in June 1991.
 JZ2039
 JZ2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2039.GEOID18 height accuracy estimate available here.
 JZ2039
 JZ2039.Click photographs - Photos may exist for this station.
 JZ2039
 JZ2039.The dynamic height is computed by dividing the NAVD 88
 JZ2039.geopotential number by the normal gravity value computed on the
 JZ2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2039.degrees latitude (g = 980.6199 gals.).
 JZ2039
 JZ2039.The modeled gravity was interpolated from observed gravity values.
 JZ2039
 JZ2039;                    North         East    Units  Estimated Accuracy
 JZ2039;SPC IN E     -   464,280.      156,040.      MT  (+/- 180 meters Scaled)
 JZ2039
 JZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ707662(NAD 83)
 JZ2039
 JZ2039                          SUPERSEDED SURVEY CONTROL
 JZ2039
 JZ2039  NGVD 29 (??/??/92)  193.549  (m)          635.00   (f) ADJ UNCH    2 0
 JZ2039
 JZ2039.Superseded values are not recommended for survey control.
 JZ2039
 JZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2039.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2039
 JZ2039_MARKER: DB = BENCH MARK DISK
 JZ2039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2039_SP_SET: BRIDGE
 JZ2039_STAMPING: B 262 1947
 JZ2039_MARK LOGO: CGS
 JZ2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2039+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 JZ2039
 JZ2039  HISTORY     - Date     Condition        Report By
 JZ2039  HISTORY     - 1947     MONUMENTED       CGS
 JZ2039  HISTORY     - 20040922 GOOD             SCHC
 JZ2039  HISTORY     - 20180719 GOOD             MCA
 JZ2039
 JZ2039                          STATION DESCRIPTION
 JZ2039
 JZ2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2039'0.6 MI NW FROM BROOKVILLE.
 JZ2039'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2039'OFFICE AT BROOKVILLE, AT THE WEST CITY LIMITS, ABOUT 0.2 MILE
 JZ2039'WEST OF THE JUNCTION OF STATE HIGHWAYS 101 AND 1, SET IN THE
 JZ2039'TOP OF THE SOUTHEAST WING WALL OF A 40-FOOT CONCRETE ARCH BRIDGE,
 JZ2039'15.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH
 JZ2039'OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ2039
 JZ2039                          STATION RECOVERY (2004)
 JZ2039
 JZ2039'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2004 (JKN)
 JZ2039'RECOVERD AS DESCRIBED
 JZ2039
 JZ2039                          STATION RECOVERY (2018)
 JZ2039
 JZ2039'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1797 ***********************************************************************
 JZ1797  DESIGNATION -  B 263
 JZ1797  PID         -  JZ1797
 JZ1797  STATE/COUNTY-  IN/FRANKLIN
 JZ1797  COUNTRY     -  US
 JZ1797  USGS QUAD   -  EVERTON (2019)
 JZ1797
 JZ1797                         *CURRENT SURVEY CONTROL
 JZ1797  ______________________________________________________________________
 JZ1797* NAD 83(1986) POSITION- 39 31 28.     (N) 085 03 08.     (W)   SCALED
 JZ1797* NAVD 88 ORTHO HEIGHT -   300.839 (meters)      987.00  (feet) ADJUSTED
 JZ1797  ______________________________________________________________________
 JZ1797  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ1797  DYNAMIC HEIGHT  -        300.655 (meters)      986.40  (feet) COMP
 JZ1797  MODELED GRAVITY -    980,007.4   (mgal)                       NAVD 88
 JZ1797
 JZ1797  VERT ORDER      -  SECOND    CLASS 0
 JZ1797
 JZ1797.The horizontal coordinates were scaled from a map and have
 JZ1797.an estimated accuracy of +/- 6 seconds.
 JZ1797
 JZ1797.The orthometric height was determined by differential leveling and
 JZ1797.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1797.in June 1991.
 JZ1797
 JZ1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1797.GEOID18 height accuracy estimate available here.
 JZ1797
 JZ1797.Click photographs - Photos may exist for this station.
 JZ1797
 JZ1797.The dynamic height is computed by dividing the NAVD 88
 JZ1797.geopotential number by the normal gravity value computed on the
 JZ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1797.degrees latitude (g = 980.6199 gals.).
 JZ1797
 JZ1797.The modeled gravity was interpolated from observed gravity values.
 JZ1797
 JZ1797;                    North         East    Units  Estimated Accuracy
 JZ1797;SPC IN E     -   474,900.      152,830.      MT  (+/- 180 meters Scaled)
 JZ1797
 JZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ674767(NAD 83)
 JZ1797
 JZ1797                          SUPERSEDED SURVEY CONTROL
 JZ1797
 JZ1797  NGVD 29 (??/??/92)  300.988  (m)          987.49   (f) ADJ UNCH    2 0
 JZ1797
 JZ1797.Superseded values are not recommended for survey control.
 JZ1797
 JZ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1797.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1797
 JZ1797_MARKER: DB = BENCH MARK DISK
 JZ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1797_STAMPING: B 263 1947
 JZ1797_MARK LOGO: CGS
 JZ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1797+STABILITY: SURFACE MOTION
 JZ1797
 JZ1797  HISTORY     - Date     Condition        Report By
 JZ1797  HISTORY     - 1947     MONUMENTED       CGS
 JZ1797
 JZ1797                          STATION DESCRIPTION
 JZ1797
 JZ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1797'6.6 MI W FROM FAIRFIELD.
 JZ1797'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM
 JZ1797'THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES NORTH,
 JZ1797'ABOUT 2.9 MILES WEST AND 1.15 MILES SOUTH ALONG GRAVEL ROADS,
 JZ1797'ABOUT 0.25 MILE SOUTH OF THE FRANKLIN-FAYETTE COUNTY LINE, AT THE
 JZ1797'JUNCTION OF A GRAVEL ROAD LEADING WEST, ABOUT 100 YARDS NORTH OF
 JZ1797'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, ACROSS THE ROAD WEST
 JZ1797'FROM A 2-STORY WHITE FARM HOUSE, 13 FEET NORTH OF THE CENTER LINE
 JZ1797'OF THE ROAD WEST, 44 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ1797'ROAD, 4 FEET WEST OF A TELEPHONE POLE, 14 FEET WEST OF A FENCE
 JZ1797'CORNER, 1.5 FEET SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 JZ1797'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE
 JZ1797'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0587 ***********************************************************************
 JZ0587  DESIGNATION -  B 264
 JZ0587  PID         -  JZ0587
 JZ0587  STATE/COUNTY-  IN/DEARBORN
 JZ0587  COUNTRY     -  US
 JZ0587  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0587
 JZ0587                         *CURRENT SURVEY CONTROL
 JZ0587  ______________________________________________________________________
 JZ0587* NAD 83(1986) POSITION- 39 17 05.     (N) 084 58 07.     (W)   SCALED
 JZ0587* NAVD 88 ORTHO HEIGHT -   309.014 (meters)     1013.82  (feet) ADJUSTED
 JZ0587  ______________________________________________________________________
 JZ0587  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 JZ0587  DYNAMIC HEIGHT  -        308.823 (meters)     1013.20  (feet) COMP
 JZ0587  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ0587
 JZ0587  VERT ORDER      -  SECOND    CLASS 0
 JZ0587
 JZ0587.The horizontal coordinates were scaled from a map and have
 JZ0587.an estimated accuracy of +/- 6 seconds.
 JZ0587
 JZ0587.The orthometric height was determined by differential leveling and
 JZ0587.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0587.in June 1991.
 JZ0587
 JZ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0587.GEOID18 height accuracy estimate available here.
 JZ0587
 JZ0587.Click photographs - Photos may exist for this station.
 JZ0587
 JZ0587.The dynamic height is computed by dividing the NAVD 88
 JZ0587.geopotential number by the normal gravity value computed on the
 JZ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0587.degrees latitude (g = 980.6199 gals.).
 JZ0587
 JZ0587.The modeled gravity was interpolated from observed gravity values.
 JZ0587
 JZ0587;                    North         East    Units  Estimated Accuracy
 JZ0587;SPC IN E     -   448,340.      160,230.      MT  (+/- 180 meters Scaled)
 JZ0587
 JZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ752503(NAD 83)
 JZ0587
 JZ0587                          SUPERSEDED SURVEY CONTROL
 JZ0587
 JZ0587  NGVD 29 (??/??/92)  309.199  (m)         1014.43   (f) ADJ UNCH    2 0
 JZ0587
 JZ0587.Superseded values are not recommended for survey control.
 JZ0587
 JZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0587.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0587
 JZ0587_MARKER: DB = BENCH MARK DISK
 JZ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0587_STAMPING: B 264 1947
 JZ0587_MARK LOGO: CGS
 JZ0587_PROJECTION: PROJECTING 12 CENTIMETERS
 JZ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0587+STABILITY: SURFACE MOTION
 JZ0587
 JZ0587  HISTORY     - Date     Condition        Report By
 JZ0587  HISTORY     - 1947     MONUMENTED       CGS
 JZ0587
 JZ0587                          STATION DESCRIPTION
 JZ0587
 JZ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0587'1.2 MI SW FROM ST LEON.
 JZ0587'0.7 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0587'ST. LEON, THENCE ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 46, AT
 JZ0587'THE SOUTHWEST CORNER OF THE ST. LEON AIRPORT, 108 FEET NORTH OF
 JZ0587'THE CENTER LINE OF THE HIGHWAY, 13.5 FEET EAST OF THE SOUTHEAST
 JZ0587'CORNER OF A 1 1/2-STORY WHITE FARM HOUSE AND IN LINE WITH THE
 JZ0587'SOUTH FACE, 52 FEET NORTH OF THE FENCE CORNER, 1.5 FEET EAST
 JZ0587'OF THE WEST AIRPORT BOUNDARY FENCE LINE, 3 FEET NORTH OF A WHITE
 JZ0587'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JZ0587'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2031 ***********************************************************************
 JZ2031  DESIGNATION -  B 265
 JZ2031  PID         -  JZ2031
 JZ2031  STATE/COUNTY-  IN/FRANKLIN
 JZ2031  COUNTRY     -  US
 JZ2031  USGS QUAD   -  BROOKVILLE (2019)
 JZ2031
 JZ2031                         *CURRENT SURVEY CONTROL
 JZ2031  ______________________________________________________________________
 JZ2031* NAD 83(1986) POSITION- 39 22 35.     (N) 085 04 51.     (W)   SCALED
 JZ2031* NAVD 88 ORTHO HEIGHT -   280.178 (meters)      919.22  (feet) ADJUSTED
 JZ2031  ______________________________________________________________________
 JZ2031  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JZ2031  DYNAMIC HEIGHT  -        280.004 (meters)      918.65  (feet) COMP
 JZ2031  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ2031
 JZ2031  VERT ORDER      -  SECOND    CLASS 0
 JZ2031
 JZ2031.The horizontal coordinates were scaled from a map and have
 JZ2031.an estimated accuracy of +/- 6 seconds.
 JZ2031
 JZ2031.The orthometric height was determined by differential leveling and
 JZ2031.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2031.in June 1991.
 JZ2031
 JZ2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2031.GEOID18 height accuracy estimate available here.
 JZ2031
 JZ2031.Click photographs - Photos may exist for this station.
 JZ2031
 JZ2031.The dynamic height is computed by dividing the NAVD 88
 JZ2031.geopotential number by the normal gravity value computed on the
 JZ2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2031.degrees latitude (g = 980.6199 gals.).
 JZ2031
 JZ2031.The modeled gravity was interpolated from observed gravity values.
 JZ2031
 JZ2031;                    North         East    Units  Estimated Accuracy
 JZ2031;SPC IN E     -   458,450.      150,480.      MT  (+/- 180 meters Scaled)
 JZ2031
 JZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653603(NAD 83)
 JZ2031
 JZ2031                          SUPERSEDED SURVEY CONTROL
 JZ2031
 JZ2031  NGVD 29 (??/??/92)  280.345  (m)          919.77   (f) ADJ UNCH    2 0
 JZ2031
 JZ2031.Superseded values are not recommended for survey control.
 JZ2031
 JZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2031.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2031
 JZ2031_MARKER: DB = BENCH MARK DISK
 JZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2031_STAMPING: B 265 1947
 JZ2031_MARK LOGO: CGS
 JZ2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2031+STABILITY: SURFACE MOTION
 JZ2031
 JZ2031  HISTORY     - Date     Condition        Report By
 JZ2031  HISTORY     - 1947     MONUMENTED       CGS
 JZ2031  HISTORY     - 1954     MARK NOT FOUND   CGS
 JZ2031
 JZ2031                          STATION DESCRIPTION
 JZ2031
 JZ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2031'1 MI S FROM OAK FOREST.
 JZ2031'ABOUT 0.7 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE CATHOLIC
 JZ2031'CHURCH AT OAK FOREST, THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL
 JZ2031'ROAD, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENT WEST AND
 JZ2031'SOUTH, AT A FENCE CORNER ON THE NORTHEAST SIDE OF THE CURVE, 38
 JZ2031'FEET NORTHEAST OF THE ROAD AT THE CENTER OF THE CURVE, 3 FEET
 JZ2031'SOUTHWEST OF THE FENCE CORNER, 2.5 FEET WEST OF THE FENCE LINE,
 JZ2031'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 JZ2031'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2031'4 INCHES.
 JZ2031
 JZ2031                          STATION RECOVERY (1954)
 JZ2031
 JZ2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JZ2031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0181 ***********************************************************************
 KA0181  DESIGNATION -  B 266
 KA0181  PID         -  KA0181
 KA0181  STATE/COUNTY-  IN/MARION
 KA0181  COUNTRY     -  US
 KA0181  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0181
 KA0181                         *CURRENT SURVEY CONTROL
 KA0181  ______________________________________________________________________
 KA0181* NAD 83(1986) POSITION- 39 45 39.     (N) 086 07 51.     (W)   SCALED
 KA0181* NAVD 88 ORTHO HEIGHT -   227.044 (meters)      744.89  (feet) POSTED
 KA0181  ______________________________________________________________________
 KA0181  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 KA0181  DYNAMIC HEIGHT  -        226.92  (meters)      744.5   (feet) COMP
 KA0181  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA0181
 KA0181  VERT ORDER      -  * POSTED, SEE BELOW
 KA0181
 KA0181.The horizontal coordinates were scaled from a map and have
 KA0181.an estimated accuracy of +/- 6 seconds.
 KA0181
 KA0181.The orthometric height was determined by differential leveling
 KA0181.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0181
 KA0181.* This is a POSTED BENCH MARK height.
 KA0181
 KA0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0181.GEOID18 height accuracy estimate available here.
 KA0181
 KA0181.Click photographs - Photos may exist for this station.
 KA0181
 KA0181.The dynamic height is computed by dividing the NAVD 88
 KA0181.geopotential number by the normal gravity value computed on the
 KA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0181.degrees latitude (g = 980.6199 gals.).
 KA0181
 KA0181.The modeled gravity was interpolated from observed gravity values.
 KA0181
 KA0181;                    North         East    Units  Estimated Accuracy
 KA0181;SPC IN E     -   501,070.       60,230.      MT  (+/- 180 meters Scaled)
 KA0181
 KA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK744015(NAD 83)
 KA0181
 KA0181                          SUPERSEDED SURVEY CONTROL
 KA0181
 KA0181  NGVD 29 (??/??/92)  227.178  (m)          745.33   (f) ADJ UNCH    1 2
 KA0181
 KA0181.Superseded values are not recommended for survey control.
 KA0181
 KA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0181.See file dsdata.pdf to determine how the superseded data were derived.
 KA0181
 KA0181_MARKER: DB = BENCH MARK DISK
 KA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0181_STAMPING: B 266 1947
 KA0181_MARK LOGO: CGS
 KA0181_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0181+STABILITY: SURFACE MOTION
 KA0181
 KA0181  HISTORY     - Date     Condition        Report By
 KA0181  HISTORY     - 1947     MONUMENTED       CGS
 KA0181  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0181  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 KA0181
 KA0181                          STATION DESCRIPTION
 KA0181
 KA0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0181'AT INDIANAPOLIS.
 KA0181'AT INDIANAPOLIS, ABOUT 1.55 MILES SOUTHEAST ALONG THE NEW YORK
 KA0181'CENTRAL RAILROAD FROM THE UNION STATION, AT THE CROSSING OF SOUTH
 KA0181'STATE STREET, 22 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KA0181'MAIN TRACK, 46 FEET WEST OF THE CENTER LINE OF SOUTH STATE
 KA0181'STREET, 4.5 FEET NORTHWEST OF A TELEGRAPH POLE, ABOUT 6 1/2 RAILS
 KA0181'SOUTHEAST OF MILE POST 108, 30 FEET NORTHWEST OF A CROSSING
 KA0181'WARNING SIGN, 26 FEET SOUTHEAST OF A SIDING SWITCH STAND, 1.5
 KA0181'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 KA0181'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KA0181'INCHES.
 KA0181
 KA0181                          STATION RECOVERY (1959)
 KA0181
 KA0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0181'MARK NOT FOUND.
 KA0181
 KA0181                          STATION RECOVERY (1998)
 KA0181
 KA0181'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2243 ***********************************************************************
 JZ2243  DESIGNATION -  B 267
 JZ2243  PID         -  JZ2243
 JZ2243  STATE/COUNTY-  IN/DECATUR
 JZ2243  COUNTRY     -  US
 JZ2243  USGS QUAD   -  FOREST HILL (2019)
 JZ2243
 JZ2243                         *CURRENT SURVEY CONTROL
 JZ2243  ______________________________________________________________________
 JZ2243* NAD 83(1986) POSITION- 39 16 08.     (N) 085 36 44.     (W)   SCALED
 JZ2243* NAVD 88 ORTHO HEIGHT -   248.520 (meters)      815.35  (feet) ADJUSTED
 JZ2243  ______________________________________________________________________
 JZ2243  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 JZ2243  DYNAMIC HEIGHT  -        248.365 (meters)      814.84  (feet) COMP
 JZ2243  MODELED GRAVITY -    979,997.1   (mgal)                       NAVD 88
 JZ2243
 JZ2243  VERT ORDER      -  SECOND    CLASS 0
 JZ2243
 JZ2243.The horizontal coordinates were scaled from a map and have
 JZ2243.an estimated accuracy of +/- 6 seconds.
 JZ2243
 JZ2243.The orthometric height was determined by differential leveling and
 JZ2243.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2243.in June 1991.
 JZ2243
 JZ2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2243.GEOID18 height accuracy estimate available here.
 JZ2243
 JZ2243.Click photographs - Photos may exist for this station.
 JZ2243
 JZ2243.The dynamic height is computed by dividing the NAVD 88
 JZ2243.geopotential number by the normal gravity value computed on the
 JZ2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2243.degrees latitude (g = 980.6199 gals.).
 JZ2243
 JZ2243.The modeled gravity was interpolated from observed gravity values.
 JZ2243
 JZ2243;                    North         East    Units  Estimated Accuracy
 JZ2243;SPC IN E     -   446,350.      104,700.      MT  (+/- 180 meters Scaled)
 JZ2243
 JZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ197475(NAD 83)
 JZ2243
 JZ2243                          SUPERSEDED SURVEY CONTROL
 JZ2243
 JZ2243  NGVD 29 (??/??/92)  248.639  (m)          815.74   (f) ADJ UNCH    2 0
 JZ2243
 JZ2243.Superseded values are not recommended for survey control.
 JZ2243
 JZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2243.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2243
 JZ2243_MARKER: DB = BENCH MARK DISK
 JZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2243_STAMPING: B 267 1947
 JZ2243_MARK LOGO: CGS
 JZ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2243+STABILITY: SURFACE MOTION
 JZ2243
 JZ2243  HISTORY     - Date     Condition        Report By
 JZ2243  HISTORY     - 1947     MONUMENTED       CGS
 JZ2243  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2243
 JZ2243                          STATION DESCRIPTION
 JZ2243
 JZ2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2243'5.4 MI NW FROM LETTS.
 JZ2243'ABOUT 2.8 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2243'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, THENCE 2.65
 JZ2243'MILES WEST ALONG A GRAVEL ROAD, IN THE SOUTHEAST ANGLE OF THE
 JZ2243'T JUNCTION OF A NORTH-SOUTH ROAD AND A SIDE ROAD LEADING EAST,
 JZ2243'54 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET
 JZ2243'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 18 FEET EAST OF A
 JZ2243'FENCE CORNER, 1.5 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A
 JZ2243'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE ROAD LEVEL AND SET IN
 JZ2243'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2243
 JZ2243                          STATION RECOVERY (2022)
 JZ2243
 JZ2243'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2233 ***********************************************************************
 JZ2233  DESIGNATION -  B 268
 JZ2233  PID         -  JZ2233
 JZ2233  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2233  COUNTRY     -  US
 JZ2233  USGS QUAD   -  GRAMMER (2019)
 JZ2233
 JZ2233                         *CURRENT SURVEY CONTROL
 JZ2233  ______________________________________________________________________
 JZ2233* NAD 83(1986) POSITION- 39 14 40.     (N) 085 43 02.     (W)   SCALED
 JZ2233* NAVD 88 ORTHO HEIGHT -   227.550 (meters)      746.55  (feet) ADJUSTED
 JZ2233  ______________________________________________________________________
 JZ2233  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 JZ2233  DYNAMIC HEIGHT  -        227.409 (meters)      746.09  (feet) COMP
 JZ2233  MODELED GRAVITY -    980,002.7   (mgal)                       NAVD 88
 JZ2233
 JZ2233  VERT ORDER      -  SECOND    CLASS 0
 JZ2233
 JZ2233.The horizontal coordinates were scaled from a map and have
 JZ2233.an estimated accuracy of +/- 6 seconds.
 JZ2233
 JZ2233.The orthometric height was determined by differential leveling and
 JZ2233.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2233.in June 1991.
 JZ2233
 JZ2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2233.GEOID18 height accuracy estimate available here.
 JZ2233
 JZ2233.Click photographs - Photos may exist for this station.
 JZ2233
 JZ2233.The dynamic height is computed by dividing the NAVD 88
 JZ2233.geopotential number by the normal gravity value computed on the
 JZ2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2233.degrees latitude (g = 980.6199 gals.).
 JZ2233
 JZ2233.The modeled gravity was interpolated from observed gravity values.
 JZ2233
 JZ2233;                    North         East    Units  Estimated Accuracy
 JZ2233;SPC IN E     -   443,630.       95,640.      MT  (+/- 180 meters Scaled)
 JZ2233
 JZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ106446(NAD 83)
 JZ2233
 JZ2233                          SUPERSEDED SURVEY CONTROL
 JZ2233
 JZ2233  NGVD 29 (??/??/92)  227.669  (m)          746.94   (f) ADJ UNCH    2 0
 JZ2233
 JZ2233.Superseded values are not recommended for survey control.
 JZ2233
 JZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2233.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2233
 JZ2233_MARKER: DB = BENCH MARK DISK
 JZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2233_STAMPING: B 268 1947
 JZ2233_MARK LOGO: CGS
 JZ2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2233+STABILITY: SURFACE MOTION
 JZ2233
 JZ2233  HISTORY     - Date     Condition        Report By
 JZ2233  HISTORY     - 1947     MONUMENTED       CGS
 JZ2233
 JZ2233                          STATION DESCRIPTION
 JZ2233
 JZ2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2233'2.1 MI SW FROM HARTSVILLE.
 JZ2233'ABOUT 2.1 MILE SOUTHWEST ALONG STATE HIGHWAY 46 FROM THE VILLAGE
 JZ2233'PARK AT HARTSVILLE, AT THE JUNCTION OF A ROAD LEADING SOUTH, 48
 JZ2233'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET EAST
 JZ2233'OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 17.5 FEET
 JZ2233'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO A BARN, 9 FEET
 JZ2233'SOUTHWEST OF A GATE POST, 1.5 FEET SOUTHEAST OF A FENCE LINE, 1.5
 JZ2233'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE ROAD
 JZ2233'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2233'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2340 ***********************************************************************
 JZ2340  DESIGNATION -  B 269
 JZ2340  PID         -  JZ2340
 JZ2340  STATE/COUNTY-  IN/SHELBY
 JZ2340  COUNTRY     -  US
 JZ2340  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2340
 JZ2340                         *CURRENT SURVEY CONTROL
 JZ2340  ______________________________________________________________________
 JZ2340* NAD 83(1986) POSITION- 39 33 17.     (N) 085 48 50.     (W)   SCALED
 JZ2340* NAVD 88 ORTHO HEIGHT -   234.060 (meters)      767.91  (feet) ADJUSTED
 JZ2340  ______________________________________________________________________
 JZ2340  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 JZ2340  DYNAMIC HEIGHT  -        233.924 (meters)      767.47  (feet) COMP
 JZ2340  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 JZ2340
 JZ2340  VERT ORDER      -  FIRST     CLASS II
 JZ2340
 JZ2340.The horizontal coordinates were scaled from a map and have
 JZ2340.an estimated accuracy of +/- 6 seconds.
 JZ2340
 JZ2340.The orthometric height was determined by differential leveling and
 JZ2340.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2340.in June 1991.
 JZ2340
 JZ2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2340.GEOID18 height accuracy estimate available here.
 JZ2340
 JZ2340.Click photographs - Photos may exist for this station.
 JZ2340
 JZ2340.The dynamic height is computed by dividing the NAVD 88
 JZ2340.geopotential number by the normal gravity value computed on the
 JZ2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2340.degrees latitude (g = 980.6199 gals.).
 JZ2340
 JZ2340.The modeled gravity was interpolated from observed gravity values.
 JZ2340
 JZ2340;                    North         East    Units  Estimated Accuracy
 JZ2340;SPC IN E     -   478,090.       87,350.      MT  (+/- 180 meters Scaled)
 JZ2340
 JZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ019790(NAD 83)
 JZ2340
 JZ2340                          SUPERSEDED SURVEY CONTROL
 JZ2340
 JZ2340  NGVD 29 (??/??/92)  234.174  (m)          768.29   (f) ADJ UNCH    1 2
 JZ2340
 JZ2340.Superseded values are not recommended for survey control.
 JZ2340
 JZ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2340.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2340
 JZ2340_MARKER: DB = BENCH MARK DISK
 JZ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2340_STAMPING: B 269 1947
 JZ2340_MARK LOGO: CGS
 JZ2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2340+STABILITY: SURFACE MOTION
 JZ2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2340+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2014
 JZ2340
 JZ2340  HISTORY     - Date     Condition        Report By
 JZ2340  HISTORY     - 1947     MONUMENTED       CGS
 JZ2340  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2340  HISTORY     - 20070307 GOOD             INDNR
 JZ2340  HISTORY     - 20091120 GOOD             INDIV
 JZ2340  HISTORY     - 20130417 GOOD             INDNR
 JZ2340  HISTORY     - 20140614 GOOD             GEOCAC
 JZ2340
 JZ2340                          STATION DESCRIPTION
 JZ2340
 JZ2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2340'3 MI NW FROM SHELBYVILLE.
 JZ2340'ABOUT 3.05 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2340'FROM THE STATION AT SHELBYVILLE, OPPOSITE POLE 85/39, SET IN
 JZ2340'THE NORTHWEST ANGLE OF AN EAST-WEST GRAVEL ROAD CROSSING, 36
 JZ2340'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET NORTH OF THE
 JZ2340'CENTER LINE OF THE GRAVEL ROAD, 3.5 FEET NORTHWEST OF A FENCE
 JZ2340'CORNER POST, 1 FOOT NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST
 JZ2340'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK
 JZ2340'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2340
 JZ2340                          STATION RECOVERY (1986)
 JZ2340
 JZ2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2340'MARK NOT FOUND.
 JZ2340
 JZ2340                          STATION RECOVERY (2007)
 JZ2340
 JZ2340'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 JZ2340'RECOVERED IN GOOD CONDITION.
 JZ2340
 JZ2340                          STATION RECOVERY (2009)
 JZ2340
 JZ2340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAB)
 JZ2340'RECOVERED BY WESSLER AND ASSOCIATES.
 JZ2340
 JZ2340                          STATION RECOVERY (2013)
 JZ2340
 JZ2340'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2340'RECOVERED IN GOOD CONDITION.
 JZ2340
 JZ2340                          STATION RECOVERY (2014)
 JZ2340
 JZ2340'RECOVERY NOTE BY GEOCACHING 2014 (REL)
 JZ2340'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0419 ***********************************************************************
 LB0419  DESIGNATION -  B 27
 LB0419  PID         -  LB0419
 LB0419  STATE/COUNTY-  IN/HOWARD
 LB0419  COUNTRY     -  US
 LB0419  USGS QUAD   -  KOKOMO EAST (2019)
 LB0419
 LB0419                         *CURRENT SURVEY CONTROL
 LB0419  ______________________________________________________________________
 LB0419* NAD 83(1986) POSITION- 40 29 57.     (N) 086 01 53.     (W)   SCALED
 LB0419* NAVD 88 ORTHO HEIGHT -   252.480 (meters)      828.34  (feet) ADJUSTED
 LB0419  ______________________________________________________________________
 LB0419  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0419  DYNAMIC HEIGHT  -        252.350 (meters)      827.92  (feet) COMP
 LB0419  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 LB0419
 LB0419  VERT ORDER      -  SECOND    CLASS 0
 LB0419
 LB0419.The horizontal coordinates were scaled from a map and have
 LB0419.an estimated accuracy of +/- 6 seconds.
 LB0419
 LB0419.The orthometric height was determined by differential leveling and
 LB0419.adjusted by the NATIONAL GEODETIC SURVEY
 LB0419.in June 1991.
 LB0419
 LB0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0419.GEOID18 height accuracy estimate available here.
 LB0419
 LB0419.Click photographs - Photos may exist for this station.
 LB0419
 LB0419.The dynamic height is computed by dividing the NAVD 88
 LB0419.geopotential number by the normal gravity value computed on the
 LB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0419.degrees latitude (g = 980.6199 gals.).
 LB0419
 LB0419.The modeled gravity was interpolated from observed gravity values.
 LB0419
 LB0419;                    North         East    Units  Estimated Accuracy
 LB0419;SPC IN E     -   583,010.       69,080.      MT  (+/- 180 meters Scaled)
 LB0419
 LB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK820836(NAD 83)
 LB0419
 LB0419                          SUPERSEDED SURVEY CONTROL
 LB0419
 LB0419  NGVD 29 (??/??/92)  252.604  (m)          828.75   (f) ADJ UNCH    2 0
 LB0419
 LB0419.Superseded values are not recommended for survey control.
 LB0419
 LB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0419.See file dsdata.pdf to determine how the superseded data were derived.
 LB0419
 LB0419_MARKER: DB = BENCH MARK DISK
 LB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0419_STAMPING: B 27 1934
 LB0419_MARK LOGO: CGS
 LB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0419+STABILITY: SURFACE MOTION
 LB0419
 LB0419  HISTORY     - Date     Condition        Report By
 LB0419  HISTORY     - 1934     MONUMENTED       CGS
 LB0419  HISTORY     - 1946     GOOD             CGS
 LB0419
 LB0419                          STATION DESCRIPTION
 LB0419
 LB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0419'3.7 MI W FROM GREENTOWN.
 LB0419'3.7 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0419'FROM THE STATION AT GREENTOWN, AT VERMONT, IN THE NORTHEAST
 LB0419'ANGLE OF A GRAVEL ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL
 LB0419'OF THE MAIN TRACK, 31 FEET EAST OF THE CENTER OF THE ROAD, 3
 LB0419'RAILS EAST OF THE VERMONT STATION SIGN, 14 FEET SOUTHEAST OF AN
 LB0419'IRON PIPE FENCE CORNER POST, 4 FEET SOUTH OF THE RIGHT OF WAY
 LB0419'FENCE, AND ABOUT 3 FEET BELOW THE TRACK.  A DISC SET IN THE TOP
 LB0419'OF A CONCRETE POST AND PROJECTING ABOUT 4-INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2170 ***********************************************************************
 JZ2170  DESIGNATION -  B 270
 JZ2170  PID         -  JZ2170
 JZ2170  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2170  COUNTRY     -  US
 JZ2170  USGS QUAD   -  GRAMMER (2019)
 JZ2170
 JZ2170                         *CURRENT SURVEY CONTROL
 JZ2170  ______________________________________________________________________
 JZ2170* NAD 83(1986) POSITION- 39 12 38.45   (N) 085 43 29.95   (W)   HD_HELD1
 JZ2170* NAVD 88 ORTHO HEIGHT -   227.597 (meters)      746.71  (feet) ADJUSTED
 JZ2170  ______________________________________________________________________
 JZ2170  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 JZ2170  DYNAMIC HEIGHT  -        227.456 (meters)      746.25  (feet) COMP
 JZ2170  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 JZ2170
 JZ2170  VERT ORDER      -  SECOND    CLASS 0
 JZ2170
 JZ2170.The horizontal coordinates were determined by differentially corrected
 JZ2170.hand held GPS observations or other comparable positioning techniques
 JZ2170.and have an estimated accuracy of +/- 3 meters.
 JZ2170
 JZ2170.The orthometric height was determined by differential leveling and
 JZ2170.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2170.in June 1991.
 JZ2170
 JZ2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2170.GEOID18 height accuracy estimate available here.
 JZ2170
 JZ2170.Click photographs - Photos may exist for this station.
 JZ2170
 JZ2170.The dynamic height is computed by dividing the NAVD 88
 JZ2170.geopotential number by the normal gravity value computed on the
 JZ2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2170.degrees latitude (g = 980.6199 gals.).
 JZ2170
 JZ2170.The modeled gravity was interpolated from observed gravity values.
 JZ2170
 JZ2170;                    North         East    Units  Estimated Accuracy
 JZ2170;SPC IN E     -   439,886.4      94,963.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2170
 JZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1007940930(NAD 83)
 JZ2170
 JZ2170                          SUPERSEDED SURVEY CONTROL
 JZ2170
 JZ2170  NGVD 29 (??/??/92)  227.716  (m)          747.10   (f) ADJ UNCH    2 0
 JZ2170
 JZ2170.Superseded values are not recommended for survey control.
 JZ2170
 JZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2170.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2170
 JZ2170_MARKER: DB = BENCH MARK DISK
 JZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2170_STAMPING: B 270 1947
 JZ2170_MARK LOGO: CGS
 JZ2170_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2170+STABILITY: SURFACE MOTION
 JZ2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2170+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 JZ2170
 JZ2170  HISTORY     - Date     Condition        Report By
 JZ2170  HISTORY     - 1947     MONUMENTED       CGS
 JZ2170  HISTORY     - 20220622 GOOD             INDOT
 JZ2170
 JZ2170                          STATION DESCRIPTION
 JZ2170
 JZ2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2170'2.6 MI SE FROM NEWBERN.
 JZ2170'ABOUT 1.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2170'NEWBERN, THENCE ABOUT 1.15 MILE EAST ALONG A COUNTY ROAD, AT
 JZ2170'THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 36 FEET WEST OF THE
 JZ2170'CENTER LINE OF THE GRAVEL ROAD SOUTH, 20 FEET SOUTH OF THE
 JZ2170'CENTER LINE OF THE EAST-WEST BLACK TOP ROAD, 20 FEET WEST OF A
 JZ2170'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A
 JZ2170'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE
 JZ2170'TOP OF A CONCRETE POST PROJECTING 5 IN.
 JZ2170
 JZ2170                          STATION RECOVERY (2022)
 JZ2170
 JZ2170'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2085 ***********************************************************************
 JZ2085  DESIGNATION -  B 271
 JZ2085  PID         -  JZ2085
 JZ2085  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2085  COUNTRY     -  US
 JZ2085  USGS QUAD   -  EDINBURGH (2019)
 JZ2085
 JZ2085                         *CURRENT SURVEY CONTROL
 JZ2085  ______________________________________________________________________
 JZ2085* NAD 83(1986) POSITION- 39 15 19.     (N) 085 53 44.     (W)   SCALED
 JZ2085* NAVD 88 ORTHO HEIGHT -   197.921 (meters)      649.35  (feet) ADJUSTED
 JZ2085  ______________________________________________________________________
 JZ2085  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JZ2085  DYNAMIC HEIGHT  -        197.800 (meters)      648.95  (feet) COMP
 JZ2085  MODELED GRAVITY -    980,011.5   (mgal)                       NAVD 88
 JZ2085
 JZ2085  VERT ORDER      -  SECOND    CLASS 0
 JZ2085
 JZ2085.This mark is at Columbus Airport (BAK)
 JZ2085
 JZ2085.The horizontal coordinates were scaled from a map and have
 JZ2085.an estimated accuracy of +/- 6 seconds.
 JZ2085
 JZ2085.The orthometric height was determined by differential leveling and
 JZ2085.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2085.in June 1991.
 JZ2085
 JZ2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2085.GEOID18 height accuracy estimate available here.
 JZ2085
 JZ2085.Click photographs - Photos may exist for this station.
 JZ2085
 JZ2085.The dynamic height is computed by dividing the NAVD 88
 JZ2085.geopotential number by the normal gravity value computed on the
 JZ2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2085.degrees latitude (g = 980.6199 gals.).
 JZ2085
 JZ2085.The modeled gravity was interpolated from observed gravity values.
 JZ2085
 JZ2085;                    North         East    Units  Estimated Accuracy
 JZ2085;SPC IN E     -   444,860.       80,240.      MT  (+/- 180 meters Scaled)
 JZ2085
 JZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ952456(NAD 83)
 JZ2085
 JZ2085                          SUPERSEDED SURVEY CONTROL
 JZ2085
 JZ2085  NGVD 29 (??/??/92)  198.043  (m)          649.75   (f) ADJ UNCH    2 0
 JZ2085
 JZ2085.Superseded values are not recommended for survey control.
 JZ2085
 JZ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2085.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2085
 JZ2085_MARKER: DB = BENCH MARK DISK
 JZ2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2085_STAMPING: B 271 1947
 JZ2085_MARK LOGO: CGS
 JZ2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2085+STABILITY: SURFACE MOTION
 JZ2085
 JZ2085  HISTORY     - Date     Condition        Report By
 JZ2085  HISTORY     - 1947     MONUMENTED       CGS
 JZ2085  HISTORY     - 20120617 MARK NOT FOUND   WOOLPT
 JZ2085
 JZ2085                          STATION DESCRIPTION
 JZ2085
 JZ2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2085'4.2 MI N FROM COLUMBUS.
 JZ2085'ABOUT 3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2085'STATION AT COLUMBUS, THENCE ABOUT 1.25 MILES NORTH ALONG A BLACK
 JZ2085'TOP ROAD TO THE ATTERBURY ARMY AIR BASE, AT THE NORTHEAST CORNER
 JZ2085'OF THE TRANSIENT AIRCRAFT HANGAR, 2.5 FEET NORTHWEST OF THE NORTHEAST
 JZ2085'CORNER OF THE HANGAR, 1.5 FEET NORTH OF THE NORTH WALL, 84. FEET
 JZ2085'SOUTHWEST OF A FIRE HYDRANT, 12.5 FEET EAST OF THE EAST EDGE OF A
 JZ2085'CONCRETE RAMP AT THE NORTH ENTRANCE TO THE HANGAR 2 FEET EAST OF
 JZ2085'A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JZ2085'POST PROJECTING 6 INCHES.  NOTE-- NOW ATTERBURY AIR FORCE BASE.
 JZ2085
 JZ2085                          STATION RECOVERY (2012)
 JZ2085
 JZ2085'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 JZ2085'THE AIRPORT LAYOUT HAS CONSIDERABLY CHANGED SINCE THE LAST RECOVERY.
 JZ2085'THE MARK WAS LIKELY LOST TO NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2194 ***********************************************************************
 JZ2194  DESIGNATION -  B 272
 JZ2194  PID         -  JZ2194
 JZ2194  STATE/COUNTY-  IN/DECATUR
 JZ2194  COUNTRY     -  US
 JZ2194  USGS QUAD   -  WESTPORT (2019)
 JZ2194
 JZ2194                         *CURRENT SURVEY CONTROL
 JZ2194  ______________________________________________________________________
 JZ2194* NAD 83(1986) POSITION- 39 10 06.     (N) 085 34 38.     (W)   SCALED
 JZ2194* NAVD 88 ORTHO HEIGHT -   243.740 (meters)      799.67  (feet) ADJUSTED
 JZ2194  ______________________________________________________________________
 JZ2194  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ2194  DYNAMIC HEIGHT  -        243.585 (meters)      799.16  (feet) COMP
 JZ2194  MODELED GRAVITY -    979,986.2   (mgal)                       NAVD 88
 JZ2194
 JZ2194  VERT ORDER      -  SECOND    CLASS 0
 JZ2194
 JZ2194.The horizontal coordinates were scaled from a map and have
 JZ2194.an estimated accuracy of +/- 6 seconds.
 JZ2194
 JZ2194.The orthometric height was determined by differential leveling and
 JZ2194.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2194.in June 1991.
 JZ2194
 JZ2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2194.GEOID18 height accuracy estimate available here.
 JZ2194
 JZ2194.Click photographs - Photos may exist for this station.
 JZ2194
 JZ2194.The dynamic height is computed by dividing the NAVD 88
 JZ2194.geopotential number by the normal gravity value computed on the
 JZ2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2194.degrees latitude (g = 980.6199 gals.).
 JZ2194
 JZ2194.The modeled gravity was interpolated from observed gravity values.
 JZ2194
 JZ2194;                    North         East    Units  Estimated Accuracy
 JZ2194;SPC IN E     -   435,190.      107,730.      MT  (+/- 180 meters Scaled)
 JZ2194
 JZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ229364(NAD 83)
 JZ2194
 JZ2194                          SUPERSEDED SURVEY CONTROL
 JZ2194
 JZ2194  NGVD 29 (??/??/92)  243.859  (m)          800.06   (f) ADJ UNCH    2 0
 JZ2194
 JZ2194.Superseded values are not recommended for survey control.
 JZ2194
 JZ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2194.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2194
 JZ2194_MARKER: DB = BENCH MARK DISK
 JZ2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2194_STAMPING: B 272 1947
 JZ2194_MARK LOGO: CGS
 JZ2194_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2194+STABILITY: SURFACE MOTION
 JZ2194
 JZ2194  HISTORY     - Date     Condition        Report By
 JZ2194  HISTORY     - 1947     MONUMENTED       CGS
 JZ2194  HISTORY     - 20221215 GOOD             INDOT
 JZ2194
 JZ2194                          STATION DESCRIPTION
 JZ2194
 JZ2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2194'0.8 MI S FROM WESTPORT.
 JZ2194'ABOUT 0.8 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2194'AND ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, SET IN THE
 JZ2194'SOUTHEAST ANGLE OF THE CROSSING OF AN EAST-WEST GRAVEL ROAD, 21.5
 JZ2194'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 11.7 FEET
 JZ2194'EAST OF THE EAST RAIL, 9.5 FEET SOUTH OF A CROSSING WARNING
 JZ2194'SIGN, 52 FEET NORTH OF TELEGRAPH POLE NO. 237/11, 2 FEET NORTH
 JZ2194'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 JZ2194'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2194
 JZ2194                          STATION RECOVERY (2022)
 JZ2194
 JZ2194'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2194'SEVERAL LARGE TREES DIRECTLY TO SOUTH AND SOUTHWEST,.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0556 ***********************************************************************
 JZ0556  DESIGNATION -  B 273
 JZ0556  PID         -  JZ0556
 JZ0556  STATE/COUNTY-  IN/DEARBORN
 JZ0556  COUNTRY     -  US
 JZ0556  USGS QUAD   -  GUILFORD (2019)
 JZ0556
 JZ0556                         *CURRENT SURVEY CONTROL
 JZ0556  ______________________________________________________________________
 JZ0556* NAD 83(1986) POSITION- 39 11 10.     (N) 084 59 45.     (W)   SCALED
 JZ0556* NAVD 88 ORTHO HEIGHT -   223.211 (meters)      732.32  (feet) ADJUSTED
 JZ0556  ______________________________________________________________________
 JZ0556  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 JZ0556  DYNAMIC HEIGHT  -        223.072 (meters)      731.86  (feet) COMP
 JZ0556  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 JZ0556
 JZ0556  VERT ORDER      -  FIRST     CLASS II
 JZ0556
 JZ0556.The horizontal coordinates were scaled from a map and have
 JZ0556.an estimated accuracy of +/- 6 seconds.
 JZ0556
 JZ0556.The orthometric height was determined by differential leveling and
 JZ0556.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0556.in June 1991.
 JZ0556
 JZ0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0556.GEOID18 height accuracy estimate available here.
 JZ0556
 JZ0556.Click photographs - Photos may exist for this station.
 JZ0556
 JZ0556.The dynamic height is computed by dividing the NAVD 88
 JZ0556.geopotential number by the normal gravity value computed on the
 JZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0556.degrees latitude (g = 980.6199 gals.).
 JZ0556
 JZ0556.The modeled gravity was interpolated from observed gravity values.
 JZ0556
 JZ0556;                    North         East    Units  Estimated Accuracy
 JZ0556;SPC IN E     -   437,370.      157,960.      MT  (+/- 180 meters Scaled)
 JZ0556
 JZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ730393(NAD 83)
 JZ0556
 JZ0556                          SUPERSEDED SURVEY CONTROL
 JZ0556
 JZ0556  NGVD 29 (??/??/92)  223.403  (m)          732.95   (f) ADJ UNCH    1 2
 JZ0556
 JZ0556.Superseded values are not recommended for survey control.
 JZ0556
 JZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0556.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0556
 JZ0556_MARKER: DB = BENCH MARK DISK
 JZ0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0556_SP_SET: BRIDGE
 JZ0556_STAMPING: B 273 1947
 JZ0556_MARK LOGO: CGS
 JZ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0556
 JZ0556  HISTORY     - Date     Condition        Report By
 JZ0556  HISTORY     - 1947     MONUMENTED       CGS
 JZ0556  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0556
 JZ0556                          STATION DESCRIPTION
 JZ0556
 JZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0556'3.6 MI SE FROM WEISBURG.
 JZ0556'3.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0556'THE STATION AT WEISBURG, AT POLE NO. 33/12, SET IN THE TOP OF THE
 JZ0556'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A TRIPLE ARCH
 JZ0556'CONCRETE RAILROAD BRIDGE NO. 227 13 FEET SOUTHWEST OF THE
 JZ0556'SOUTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
 JZ0556
 JZ0556                          STATION RECOVERY (1986)
 JZ0556
 JZ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0926 ***********************************************************************
 JZ0926  DESIGNATION -  B 274
 JZ0926  PID         -  JZ0926
 JZ0926  STATE/COUNTY-  IN/FRANKLIN
 JZ0926  COUNTRY     -  US
 JZ0926  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0926
 JZ0926                         *CURRENT SURVEY CONTROL
 JZ0926  ______________________________________________________________________
 JZ0926* NAD 83(1986) POSITION- 39 19 06.     (N) 084 55 08.     (W)   SCALED
 JZ0926* NAVD 88 ORTHO HEIGHT -   182.637 (meters)      599.20  (feet) ADJUSTED
 JZ0926  ______________________________________________________________________
 JZ0926  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 JZ0926  DYNAMIC HEIGHT  -        182.525 (meters)      598.83  (feet) COMP
 JZ0926  MODELED GRAVITY -    980,012.5   (mgal)                       NAVD 88
 JZ0926
 JZ0926  VERT ORDER      -  SECOND    CLASS 0
 JZ0926
 JZ0926.The horizontal coordinates were scaled from a map and have
 JZ0926.an estimated accuracy of +/- 6 seconds.
 JZ0926
 JZ0926.The orthometric height was determined by differential leveling and
 JZ0926.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0926.in June 1991.
 JZ0926
 JZ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0926.GEOID18 height accuracy estimate available here.
 JZ0926
 JZ0926.Click photographs - Photos may exist for this station.
 JZ0926
 JZ0926.The dynamic height is computed by dividing the NAVD 88
 JZ0926.geopotential number by the normal gravity value computed on the
 JZ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0926.degrees latitude (g = 980.6199 gals.).
 JZ0926
 JZ0926.The modeled gravity was interpolated from observed gravity values.
 JZ0926
 JZ0926;                    North         East    Units  Estimated Accuracy
 JZ0926;SPC IN E     -   452,100.      164,480.      MT  (+/- 180 meters Scaled)
 JZ0926
 JZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ794541(NAD 83)
 JZ0926
 JZ0926                          SUPERSEDED SURVEY CONTROL
 JZ0926
 JZ0926  NGVD 29 (??/??/92)  182.820  (m)          599.80   (f) ADJ UNCH    2 0
 JZ0926
 JZ0926.Superseded values are not recommended for survey control.
 JZ0926
 JZ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0926.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0926
 JZ0926_MARKER: DB = BENCH MARK DISK
 JZ0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0926_SP_SET: BRIDGE
 JZ0926_STAMPING: B 274 1947
 JZ0926_MARK LOGO: CGS
 JZ0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0926
 JZ0926  HISTORY     - Date     Condition        Report By
 JZ0926  HISTORY     - 1947     MONUMENTED       CGS
 JZ0926
 JZ0926                          STATION DESCRIPTION
 JZ0926
 JZ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0926'2.3 MI E FROM SOUTH GATE.
 JZ0926'2.3 MILES EAST ALONG A WINDING COUNTY ROAD FROM THE CROSSROADS
 JZ0926'AT SOUTH GATE, ABOUT 0.85 MILE WEST OF THE BRIDGE OVER
 JZ0926'WHITEWATER RIVER, ABOUT 1.1 MILES WEST OF THE JUNCTION OF U.S.
 JZ0926'HIGHWAY 52, SET IN THE TOP OF THE SOUTHEAST WING WALL OF AN
 JZ0926'18-FOOT CONCRETE BRIDGE OVER A CREEK, 10.5 FEET SOUTH OF THE
 JZ0926'CENTER LINE OF THE ROAD, 76 FEET EAST OF THE JUNCTION OF A FARM
 JZ0926'LANE LEADING NORTH, 1 FOOT SOUTHEAST OF THE EAST END OF THE
 JZ0926'SOUTH CONCRETE HEAD WALL AND ABOUT LEVEL WITH THE ROAD.
 JZ0926'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT NEW TRENTON,
 JZ0926'FRANKLIN COUNTY BY GOING ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY
 JZ0926'52, THENCE ABOUT 1.1 MILES WEST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0106 ***********************************************************************
 HB0106  DESIGNATION -  B 275
 HB0106  PID         -  HB0106
 HB0106  STATE/COUNTY-  IN/POSEY
 HB0106  COUNTRY     -  US
 HB0106  USGS QUAD   -  WABASH ISLAND (2019)
 HB0106
 HB0106                         *CURRENT SURVEY CONTROL
 HB0106  ______________________________________________________________________
 HB0106* NAD 83(1986) POSITION- 37 50 09.     (N) 088 01 18.     (W)   SCALED
 HB0106* NAVD 88 ORTHO HEIGHT -   109.934 (meters)      360.68  (feet) ADJUSTED
 HB0106  ______________________________________________________________________
 HB0106  GEOID HEIGHT    -        -30.263 (meters)                     GEOID18
 HB0106  DYNAMIC HEIGHT  -        109.859 (meters)      360.43  (feet) COMP
 HB0106  MODELED GRAVITY -    979,942.6   (mgal)                       NAVD 88
 HB0106
 HB0106  VERT ORDER      -  FIRST     CLASS II
 HB0106
 HB0106.The horizontal coordinates were scaled from a map and have
 HB0106.an estimated accuracy of +/- 6 seconds.
 HB0106
 HB0106.The orthometric height was determined by differential leveling and
 HB0106.adjusted by the NATIONAL GEODETIC SURVEY
 HB0106.in June 1991.
 HB0106
 HB0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0106.GEOID18 height accuracy estimate available here.
 HB0106
 HB0106.Click photographs - Photos may exist for this station.
 HB0106
 HB0106.The dynamic height is computed by dividing the NAVD 88
 HB0106.geopotential number by the normal gravity value computed on the
 HB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0106.degrees latitude (g = 980.6199 gals.).
 HB0106
 HB0106.The modeled gravity was interpolated from observed gravity values.
 HB0106
 HB0106;                    North         East    Units  Estimated Accuracy
 HB0106;SPC IN W     -   287,690.      817,400.      MT  (+/- 180 meters Scaled)
 HB0106
 HB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG100880(NAD 83)
 HB0106
 HB0106                          SUPERSEDED SURVEY CONTROL
 HB0106
 HB0106  NGVD 29 (11/26/84)  110.039  (m)          361.02   (f) ADJUSTED    1 2
 HB0106
 HB0106.Superseded values are not recommended for survey control.
 HB0106
 HB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0106.See file dsdata.pdf to determine how the superseded data were derived.
 HB0106
 HB0106_MARKER: DB = BENCH MARK DISK
 HB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0106_STAMPING: B 275 1954
 HB0106_MARK LOGO: CGS
 HB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0106+STABILITY: SURFACE MOTION
 HB0106
 HB0106  HISTORY     - Date     Condition        Report By
 HB0106  HISTORY     - 1954     MONUMENTED       CGS
 HB0106  HISTORY     - 1963     GOOD             FAS
 HB0106
 HB0106                          STATION DESCRIPTION
 HB0106
 HB0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0106'11.2 MI SW FROM PRAIRIE.
 HB0106'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0106'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST, ABOUT 1.4 MILES
 HB0106'SOUTH AND SOUTHWEST, ABOUT 1.5 MILES WEST AND SOUTH, ABOUT 0.95
 HB0106'MILE WEST, ABOUT 1.5 MILES SOUTH, ABOUT 0.95 MILE EAST, ABOUT 0.6
 HB0106'MILE SOUTH AND ABOUT 0.7 MILE SOUTHWEST ALONG GRAVEL ROADS, AT THE
 HB0106'T JUNCTION OF A ROAD EAST, ABOUT 0.4 MILE NORTH OF A BRIDGE OVER
 HB0106'CYPRESS SLOUGH, 25 FEET WEST OF CENTER LINE OF ROAD SOUTH, 238 FEET
 HB0106'SOUTH OF THE CENTER OF JUNCTION OF ROAD EAST, 53 FEET NORTH-NORTHEAST
 HB0106'OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 13 FEET SOUTHEAST
 HB0106'OF CENTER OF GATE ACROSS DRIVE TO SHADY GROVE CAMP WHICH IS ON
 HB0106'LEFT BANK OF WABASH RIVER, 1 1/2 FEET EAST OF FENCE LINE, 1 1/2 FEET
 HB0106'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 HB0106'OF ROAD SOUTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HB0106'INCHES.
 HB0106
 HB0106                          STATION RECOVERY (1963)
 HB0106
 HB0106'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1963
 HB0106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2394 ***********************************************************************
 JZ2394  DESIGNATION -  B 276
 JZ2394  PID         -  JZ2394
 JZ2394  STATE/COUNTY-  IN/HENRY
 JZ2394  COUNTRY     -  US
 JZ2394  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2394
 JZ2394                         *CURRENT SURVEY CONTROL
 JZ2394  ______________________________________________________________________
 JZ2394* NAD 83(1986) POSITION- 39 50 14.     (N) 085 32 37.     (W)   SCALED
 JZ2394* NAVD 88 ORTHO HEIGHT -   302.631 (meters)      992.88  (feet) ADJUSTED
 JZ2394  ______________________________________________________________________
 JZ2394  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ2394  DYNAMIC HEIGHT  -        302.459 (meters)      992.32  (feet) COMP
 JZ2394  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 JZ2394
 JZ2394  VERT ORDER      -  SECOND    CLASS 0
 JZ2394
 JZ2394.The horizontal coordinates were scaled from a map and have
 JZ2394.an estimated accuracy of +/- 6 seconds.
 JZ2394
 JZ2394.The orthometric height was determined by differential leveling and
 JZ2394.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2394.in June 1991.
 JZ2394
 JZ2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2394.GEOID18 height accuracy estimate available here.
 JZ2394
 JZ2394.Click photographs - Photos may exist for this station.
 JZ2394
 JZ2394.The dynamic height is computed by dividing the NAVD 88
 JZ2394.geopotential number by the normal gravity value computed on the
 JZ2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2394.degrees latitude (g = 980.6199 gals.).
 JZ2394
 JZ2394.The modeled gravity was interpolated from observed gravity values.
 JZ2394
 JZ2394;                    North         East    Units  Estimated Accuracy
 JZ2394;SPC IN E     -   509,450.      110,530.      MT  (+/- 180 meters Scaled)
 JZ2394
 JZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK246107(NAD 83)
 JZ2394
 JZ2394                          SUPERSEDED SURVEY CONTROL
 JZ2394
 JZ2394  NGVD 29 (??/??/92)  302.757  (m)          993.30   (f) ADJ UNCH    2 0
 JZ2394
 JZ2394.Superseded values are not recommended for survey control.
 JZ2394
 JZ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2394.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2394
 JZ2394_MARKER: DB = BENCH MARK DISK
 JZ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2394_STAMPING: B 276 1947
 JZ2394_MARK LOGO: CGS
 JZ2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2394+STABILITY: SURFACE MOTION
 JZ2394
 JZ2394  HISTORY     - Date     Condition        Report By
 JZ2394  HISTORY     - 1947     MONUMENTED       CGS
 JZ2394
 JZ2394                          STATION DESCRIPTION
 JZ2394
 JZ2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2394'2.9 MI N FROM KNIGHTSTOWN.
 JZ2394'ABOUT 2.9 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2394'AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN, IN THE
 JZ2394'SOUTHWEST ANGLE OF THE CROSSING OF AN EAST-WEST GRAVEL ROAD,
 JZ2394'26 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 15 FEET
 JZ2394'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF THE
 JZ2394'RIGHT-OF-WAY FENCE LINE, 6 FEET SOUTHEAST OF A CONCRETE CORNER
 JZ2394'FENCE POST, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ2394'ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE
 JZ2394'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1461 ***********************************************************************
 JZ1461  DESIGNATION -  B 277
 JZ1461  PID         -  JZ1461
 JZ1461  STATE/COUNTY-  IN/WAYNE
 JZ1461  COUNTRY     -  US
 JZ1461  USGS QUAD   -  NEW PARIS (2016)
 JZ1461
 JZ1461                         *CURRENT SURVEY CONTROL
 JZ1461  ______________________________________________________________________
 JZ1461* NAD 83(1986) POSITION- 39 46 40.     (N) 084 52 17.     (W)   SCALED
 JZ1461* NAVD 88 ORTHO HEIGHT -   329.457 (meters)     1080.89  (feet) ADJUSTED
 JZ1461  ______________________________________________________________________
 JZ1461  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 JZ1461  DYNAMIC HEIGHT  -        329.264 (meters)     1080.26  (feet) COMP
 JZ1461  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 JZ1461
 JZ1461  VERT ORDER      -  SECOND    CLASS 0
 JZ1461
 JZ1461.The horizontal coordinates were scaled from a map and have
 JZ1461.an estimated accuracy of +/- 6 seconds.
 JZ1461
 JZ1461.The orthometric height was determined by differential leveling and
 JZ1461.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1461.in June 1991.
 JZ1461
 JZ1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1461.GEOID18 height accuracy estimate available here.
 JZ1461
 JZ1461.Click photographs - Photos may exist for this station.
 JZ1461
 JZ1461.The dynamic height is computed by dividing the NAVD 88
 JZ1461.geopotential number by the normal gravity value computed on the
 JZ1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1461.degrees latitude (g = 980.6199 gals.).
 JZ1461
 JZ1461.The modeled gravity was interpolated from observed gravity values.
 JZ1461
 JZ1461;                    North         East    Units  Estimated Accuracy
 JZ1461;SPC IN E     -   503,150.      168,130.      MT  (+/- 180 meters Scaled)
 JZ1461
 JZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK822052(NAD 83)
 JZ1461
 JZ1461                          SUPERSEDED SURVEY CONTROL
 JZ1461
 JZ1461  NGVD 29 (??/??/92)  329.602  (m)         1081.37   (f) ADJ UNCH    2 0
 JZ1461
 JZ1461.Superseded values are not recommended for survey control.
 JZ1461
 JZ1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1461.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1461
 JZ1461_MARKER: DB = BENCH MARK DISK
 JZ1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1461_STAMPING: B 277 1947
 JZ1461_MARK LOGO: CGS
 JZ1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1461+STABILITY: SURFACE MOTION
 JZ1461
 JZ1461  HISTORY     - Date     Condition        Report By
 JZ1461  HISTORY     - 1947     MONUMENTED       CGS
 JZ1461
 JZ1461                          STATION DESCRIPTION
 JZ1461
 JZ1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1461'3.8 MI NW FROM BOSTON.
 JZ1461'3.4 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS
 JZ1461'INTERSECTION WITH STATE HIGHWAY 122 AT BOSTON, THENCE ABOUT
 JZ1461'0.45 MILE SOUTH ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A ROAD
 JZ1461'WEST, 35 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ1461'15 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 15.5 FEET
 JZ1461'WEST OF A FENCE CORNER, 16.5 FEET WEST-SOUTHWEST OF AN R.E.A.
 JZ1461'CO-OP POWER POLE, 1 FOOT SOUTH OF A WIRE FENCE, 2.5 FEET WEST
 JZ1461'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION
 JZ1461'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0222 ***********************************************************************
 JA0222  DESIGNATION -  B 279
 JA0222  PID         -  JA0222
 JA0222  STATE/COUNTY-  IN/WASHINGTON
 JA0222  COUNTRY     -  US
 JA0222  USGS QUAD   -  SALEM (2019)
 JA0222
 JA0222                         *CURRENT SURVEY CONTROL
 JA0222  ______________________________________________________________________
 JA0222* NAD 83(1986) POSITION- 38 34 47.     (N) 086 01 50.     (W)   SCALED
 JA0222* NAVD 88 ORTHO HEIGHT -   240.201 (meters)      788.06  (feet) ADJUSTED
 JA0222  ______________________________________________________________________
 JA0222  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 JA0222  DYNAMIC HEIGHT  -        240.039 (meters)      787.53  (feet) COMP
 JA0222  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 JA0222
 JA0222  VERT ORDER      -  FIRST     CLASS II
 JA0222
 JA0222.The horizontal coordinates were scaled from a map and have
 JA0222.an estimated accuracy of +/- 6 seconds.
 JA0222
 JA0222.The orthometric height was determined by differential leveling and
 JA0222.adjusted by the NATIONAL GEODETIC SURVEY
 JA0222.in June 1991.
 JA0222
 JA0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0222.GEOID18 height accuracy estimate available here.
 JA0222
 JA0222.Click photographs - Photos may exist for this station.
 JA0222
 JA0222.The dynamic height is computed by dividing the NAVD 88
 JA0222.geopotential number by the normal gravity value computed on the
 JA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0222.degrees latitude (g = 980.6199 gals.).
 JA0222
 JA0222.The modeled gravity was interpolated from observed gravity values.
 JA0222
 JA0222;                    North         East    Units  Estimated Accuracy
 JA0222;SPC IN E     -   369,910.       68,290.      MT  (+/- 180 meters Scaled)
 JA0222
 JA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH844705(NAD 83)
 JA0222
 JA0222                          SUPERSEDED SURVEY CONTROL
 JA0222
 JA0222  NGVD 29 (??/??/92)  240.319  (m)          788.45   (f) ADJ UNCH    1 2
 JA0222
 JA0222.Superseded values are not recommended for survey control.
 JA0222
 JA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0222.See file dsdata.pdf to determine how the superseded data were derived.
 JA0222
 JA0222_MARKER: DB = BENCH MARK DISK
 JA0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0222_SP_SET: BRIDGE
 JA0222_STAMPING: B 279 1949
 JA0222_MARK LOGO: CGS
 JA0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0222
 JA0222  HISTORY     - Date     Condition        Report By
 JA0222  HISTORY     - 1949     MONUMENTED       CGS
 JA0222  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0222
 JA0222                          STATION DESCRIPTION
 JA0222
 JA0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0222'6.1 MI NW FROM NEW PEKIN.
 JA0222'ABOUT 6.1 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0222'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, IN TOP OF THE
 JA0222'SECOND STEP FROM THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 JA0222'OF A 6 BY 8 FOOT STONE BRIDGE UNDER THE RAILROAD, 129 FEET
 JA0222'NORTH-NORTHEAST OF THE CENTER LINE OF A DIM FARM ROAD CROSSING,
 JA0222'13 FEET EAST OF THE EAST RAIL AND ABOUT 7 FEET BELOW THE LEVEL
 JA0222'OF THE TRACK.  ALSO ABOUT 5.9 MILES SOUTHEAST ALONG THE CHICAGO,
 JA0222'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT SALEM.
 JA0222
 JA0222                          STATION RECOVERY (2023)
 JA0222
 JA0222'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0222'BRIDGE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0225 ***********************************************************************
 LB0225  DESIGNATION -  B 28
 LB0225  PID         -  LB0225
 LB0225  STATE/COUNTY-  IN/MIAMI
 LB0225  COUNTRY     -  US
 LB0225  USGS QUAD   -  TWELVE MILE (2019)
 LB0225
 LB0225                         *CURRENT SURVEY CONTROL
 LB0225  ______________________________________________________________________
 LB0225* NAD 83(1986) POSITION- 40 45 22.     (N) 086 09 05.     (W)   SCALED
 LB0225* NAVD 88 ORTHO HEIGHT -   199.843 (meters)      655.65  (feet) ADJUSTED
 LB0225  ______________________________________________________________________
 LB0225  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 LB0225  DYNAMIC HEIGHT  -        199.747 (meters)      655.34  (feet) COMP
 LB0225  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 LB0225
 LB0225  VERT ORDER      -  SECOND    CLASS 0
 LB0225
 LB0225.The horizontal coordinates were scaled from a map and have
 LB0225.an estimated accuracy of +/- 6 seconds.
 LB0225
 LB0225.The orthometric height was determined by differential leveling and
 LB0225.adjusted by the NATIONAL GEODETIC SURVEY
 LB0225.in June 1991.
 LB0225
 LB0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0225.GEOID18 height accuracy estimate available here.
 LB0225
 LB0225.Click photographs - Photos may exist for this station.
 LB0225
 LB0225.The dynamic height is computed by dividing the NAVD 88
 LB0225.geopotential number by the normal gravity value computed on the
 LB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0225.degrees latitude (g = 980.6199 gals.).
 LB0225
 LB0225.The modeled gravity was interpolated from observed gravity values.
 LB0225
 LB0225;                    North         East    Units  Estimated Accuracy
 LB0225;SPC IN E     -   611,590.       59,070.      MT  (+/- 180 meters Scaled)
 LB0225
 LB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716120(NAD 83)
 LB0225
 LB0225                          SUPERSEDED SURVEY CONTROL
 LB0225
 LB0225  NGVD 29 (??/??/92)  199.967  (m)          656.06   (f) ADJ UNCH    2 0
 LB0225
 LB0225.Superseded values are not recommended for survey control.
 LB0225
 LB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0225.See file dsdata.pdf to determine how the superseded data were derived.
 LB0225
 LB0225_MARKER: DB = BENCH MARK DISK
 LB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0225_STAMPING: B 28 1934
 LB0225_MARK LOGO: CGS
 LB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0225+STABILITY: SURFACE MOTION
 LB0225
 LB0225  HISTORY     - Date     Condition        Report By
 LB0225  HISTORY     - 1934     MONUMENTED       CGS
 LB0225  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB0225
 LB0225                          STATION DESCRIPTION
 LB0225
 LB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0225'4.4 MI W FROM PERU.
 LB0225'4.4 MILES W OF STATION BY RAIL ON THE ST. LOUIS TO DETROIT
 LB0225'DIVISION OF THE WABASH RAILWAY, 12 1/4 RAILS WEST OF MP NO. ST.
 LB0225'L 281, 11 1/2 RAILS EAST OF SEMAPHORE SIGNAL TOWER 207.2, 17
 LB0225'YARDS NORTH OF THE CENTER LINE OF U.S. HIGHWAY 24, 8 YARDS
 LB0225'SOUTH OF THE SOUTH RAIL, 2 1/2 FEET BELOW THE RAILS, A CONCRETE
 LB0225'POST, 2 INCHES ABOVE THE GROUND.
 LB0225
 LB0225                          STATION RECOVERY (1946)
 LB0225
 LB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0803 ***********************************************************************
 JA0803  DESIGNATION -  B 280
 JA0803  PID         -  JA0803
 JA0803  STATE/COUNTY-  IN/GREENE
 JA0803  COUNTRY     -  US
 JA0803  USGS QUAD   -  OWENSBURG (2019)
 JA0803
 JA0803                         *CURRENT SURVEY CONTROL
 JA0803  ______________________________________________________________________
 JA0803* NAD 83(1986) POSITION- 38 55 40.     (N) 086 44 26.     (W)   SCALED
 JA0803* NAVD 88 ORTHO HEIGHT -   240.356 (meters)      788.57  (feet) ADJUSTED
 JA0803  ______________________________________________________________________
 JA0803  GEOID HEIGHT    -        -32.938 (meters)                     GEOID18
 JA0803  DYNAMIC HEIGHT  -        240.205 (meters)      788.07  (feet) COMP
 JA0803  MODELED GRAVITY -    979,991.6   (mgal)                       NAVD 88
 JA0803
 JA0803  VERT ORDER      -  FIRST     CLASS II
 JA0803
 JA0803.The horizontal coordinates were scaled from a map and have
 JA0803.an estimated accuracy of +/- 6 seconds.
 JA0803
 JA0803.The orthometric height was determined by differential leveling and
 JA0803.adjusted by the NATIONAL GEODETIC SURVEY
 JA0803.in June 1991.
 JA0803
 JA0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0803.GEOID18 height accuracy estimate available here.
 JA0803
 JA0803.Click photographs - Photos may exist for this station.
 JA0803
 JA0803.The dynamic height is computed by dividing the NAVD 88
 JA0803.geopotential number by the normal gravity value computed on the
 JA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0803.degrees latitude (g = 980.6199 gals.).
 JA0803
 JA0803.The modeled gravity was interpolated from observed gravity values.
 JA0803
 JA0803;                    North         East    Units  Estimated Accuracy
 JA0803;SPC IN W     -   408,540.      929,720.      MT  (+/- 180 meters Scaled)
 JA0803
 JA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ224087(NAD 83)
 JA0803
 JA0803                          SUPERSEDED SURVEY CONTROL
 JA0803
 JA0803  NGVD 29 (??/??/92)  240.474  (m)          788.96   (f) ADJ UNCH    1 2
 JA0803
 JA0803.Superseded values are not recommended for survey control.
 JA0803
 JA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0803.See file dsdata.pdf to determine how the superseded data were derived.
 JA0803
 JA0803_MARKER: DB = BENCH MARK DISK
 JA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0803_STAMPING: B 280 1949
 JA0803_MARK LOGO: CGS
 JA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0803+STABILITY: SURFACE MOTION
 JA0803
 JA0803  HISTORY     - Date     Condition        Report By
 JA0803  HISTORY     - 1949     MONUMENTED       CGS
 JA0803
 JA0803                          STATION DESCRIPTION
 JA0803
 JA0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0803'AT OWENSBURG.
 JA0803'AT OWENSBURG, ABOUT 0.7 MILE WEST OF THE POST OFFICE, ABOUT 0.2 MILE
 JA0803'EAST OF THE JUNCTION OF THE MAIN PAVED STREET AND STATE HIGHWAY 45 AT
 JA0803'THE WEST EDGE OF OWENSBURG, 103 FEET SOUTH-SOUTHEAST AND ACROSS THE
 JA0803'PAVED STREET FROM THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE OWNED
 JA0803'BY THE WADES, 25 FEET SOUTH OF THE CENTER LINE OF THE STREET,
 JA0803'2 FEET SOUTHEAST OF A BRACE POLE TO A POWER POLE THAT HAS A
 JA0803'TRANSFORMER, 2 FEET SOUTH OF A FENCE LINE, 2 FEET SOUTH OF A
 JA0803'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET
 JA0803'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0783 ***********************************************************************
 JA0783  DESIGNATION -  B 282
 JA0783  PID         -  JA0783
 JA0783  STATE/COUNTY-  IN/LAWRENCE
 JA0783  COUNTRY     -  US
 JA0783  USGS QUAD   -  OOLITIC (2019)
 JA0783
 JA0783                         *CURRENT SURVEY CONTROL
 JA0783  ______________________________________________________________________
 JA0783* NAD 83(1986) POSITION- 38 53 56.5    (N) 086 31 34.6    (W)   HD_HELD2
 JA0783* NAVD 88 ORTHO HEIGHT -   179.466 (meters)      588.80  (feet) ADJUSTED
 JA0783  ______________________________________________________________________
 JA0783  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 JA0783  DYNAMIC HEIGHT  -        179.354 (meters)      588.43  (feet) COMP
 JA0783  MODELED GRAVITY -    980,002.6   (mgal)                       NAVD 88
 JA0783
 JA0783  VERT ORDER      -  FIRST     CLASS II
 JA0783
 JA0783.The horizontal coordinates were established by autonomous hand held GPS
 JA0783.observations and have an estimated accuracy of +/- 10 meters.
 JA0783
 JA0783.The orthometric height was determined by differential leveling and
 JA0783.adjusted by the NATIONAL GEODETIC SURVEY
 JA0783.in June 1991.
 JA0783
 JA0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0783.GEOID18 height accuracy estimate available here.
 JA0783
 JA0783.Click photographs - Photos may exist for this station.
 JA0783
 JA0783.The dynamic height is computed by dividing the NAVD 88
 JA0783.geopotential number by the normal gravity value computed on the
 JA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0783.degrees latitude (g = 980.6199 gals.).
 JA0783
 JA0783.The modeled gravity was interpolated from observed gravity values.
 JA0783
 JA0783;                    North         East    Units  Estimated Accuracy
 JA0783;SPC IN W     -   405,435.      948,323.      MT  (+/- 10 meters HH2 GPS)
 JA0783
 JA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4107805678(NAD 83)
 JA0783
 JA0783                          SUPERSEDED SURVEY CONTROL
 JA0783
 JA0783  NGVD 29 (??/??/92)  179.58   (m)          589.2    (f) COMPUTED    1 2
 JA0783
 JA0783.Superseded values are not recommended for survey control.
 JA0783
 JA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0783.See file dsdata.pdf to determine how the superseded data were derived.
 JA0783
 JA0783_MARKER: DB = BENCH MARK DISK
 JA0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0783_SP_SET: BUILDING
 JA0783_STAMPING: B 282 1949
 JA0783_MARK LOGO: CGS
 JA0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0783+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 JA0783
 JA0783  HISTORY     - Date     Condition        Report By
 JA0783  HISTORY     - 1949     MONUMENTED       CGS
 JA0783  HISTORY     - 20040718 GOOD             GEOCAC
 JA0783
 JA0783                          STATION DESCRIPTION
 JA0783
 JA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0783'AT OOLITIC.
 JA0783'AT OOLITIC, SET VERTICALLY IN THE SOUTHEAST FACE AT THE EAST
 JA0783'CORNER OF THE OOLITIC GRADE SCHOOL, 1 FOOT SOUTHWEST OF THE
 JA0783'EAST CORNER AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 JA0783
 JA0783                          STATION RECOVERY (2004)
 JA0783
 JA0783'RECOVERY NOTE BY GEOCACHING 2004 (EDH)
 JA0783'STATION RECOVERED NOTING ONLY THAT THE OOLITIC GRADE SCHOOL IS NOW
 JA0783'REFERED TO AS THE OOLITIC COMMUNITY CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1213 ***********************************************************************
 JA1213  DESIGNATION -  B 283
 JA1213  PID         -  JA1213
 JA1213  STATE/COUNTY-  IN/POSEY
 JA1213  COUNTRY     -  US
 JA1213  USGS QUAD   -  NEW HARMONY (2019)
 JA1213
 JA1213                         *CURRENT SURVEY CONTROL
 JA1213  ______________________________________________________________________
 JA1213* NAD 83(2011) POSITION- 38 07 47.64452(N) 087 55 33.03890(W)   ADJUSTED
 JA1213* NAD 83(2011) ELLIP HT-    84.996 (meters)        (05/29/16)   ADJUSTED
 JA1213* NAD 83(2011) EPOCH   -  2010.00
 JA1213* NAVD 88 ORTHO HEIGHT -   115.825 (meters)      380.00  (feet) ADJUSTED
 JA1213  ______________________________________________________________________
 JA1213  GEOID HEIGHT    -        -30.840 (meters)                     GEOID18
 JA1213  NAD 83(2011) X  -    181,819.093 (meters)                     COMP
 JA1213  NAD 83(2011) Y  - -5,020,314.882 (meters)                     COMP
 JA1213  NAD 83(2011) Z  -  3,916,848.499 (meters)                     COMP
 JA1213  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 JA1213  DYNAMIC HEIGHT  -        115.746 (meters)      379.74  (feet) COMP
 JA1213  MODELED GRAVITY -    979,954.6   (mgal)                       NAVD 88
 JA1213
 JA1213  VERT ORDER      -  FIRST     CLASS II
 JA1213
 JA1213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1213  Standards:
 JA1213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1213  -------------------------------------------------------------------
 JA1213  NETWORK    0.66   1.35           0.30   0.23   0.69      0.04975489
 JA1213  -------------------------------------------------------------------
 JA1213  Click here for local accuracies and other accuracy information.
 JA1213
 JA1213.The horizontal coordinates were established by GPS observations
 JA1213.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA1213
 JA1213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1213.been affixed to the stable North American tectonic plate. See 
 JA1213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1213
 JA1213.The horizontal coordinates are valid at the epoch date displayed above
 JA1213.which is a decimal equivalence of Year/Month/Day.
 JA1213
 JA1213.The orthometric height was determined by differential leveling and
 JA1213.adjusted by the NATIONAL GEODETIC SURVEY
 JA1213.in June 1991.
 JA1213
 JA1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1213.GEOID18 height accuracy estimate available here.
 JA1213
 JA1213.Click photographs - Photos may exist for this station.
 JA1213
 JA1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1213
 JA1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1213
 JA1213.The ellipsoidal height was determined by GPS observations
 JA1213.and is referenced to NAD 83.
 JA1213
 JA1213.The dynamic height is computed by dividing the NAVD 88
 JA1213.geopotential number by the normal gravity value computed on the
 JA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1213.degrees latitude (g = 980.6199 gals.).
 JA1213
 JA1213.The modeled gravity was interpolated from observed gravity values.
 JA1213
 JA1213. The following values were computed from the NAD 83(2011) position.
 JA1213
 JA1213;                    North         East     Units Scale Factor Converg.
 JA1213;SPC IN W     -   320,247.632   826,132.749   MT  1.00003384   -0 31 12.8
 JA1213;SPC IN W     - 1,050,679.11  2,710,403.86   sFT  1.00003384   -0 31 12.8
 JA1213;UTM  16      - 4,220,632.814   418,856.106   MT  0.99968109   -0 34 18.1
 JA1213
 JA1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1213!SPC IN W     -   0.99998666  x   1.00003384  =   1.00002050
 JA1213!UTM  16      -   0.99998666  x   0.99968109  =   0.99966776
 JA1213
 JA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1885620632(NAD 83)
 JA1213
 JA1213                          SUPERSEDED SURVEY CONTROL
 JA1213
 JA1213  NGVD 29 (??/??/92)  115.946  (m)          380.40   (f) ADJ UNCH    1 2
 JA1213
 JA1213.Superseded values are not recommended for survey control.
 JA1213
 JA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1213.See file dsdata.pdf to determine how the superseded data were derived.
 JA1213
 JA1213_MARKER: DB = BENCH MARK DISK
 JA1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1213_STAMPING: B 283 1954
 JA1213_MARK LOGO: CGS
 JA1213_PROJECTION: FLUSH
 JA1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1213+STABILITY: SURFACE MOTION
 JA1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1213+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2013
 JA1213
 JA1213  HISTORY     - Date     Condition        Report By
 JA1213  HISTORY     - 1954     MONUMENTED       CGS
 JA1213  HISTORY     - 20070717 GOOD             GEOCAC
 JA1213  HISTORY     - 20110608 GOOD             INDNR
 JA1213  HISTORY     - 20130704 GOOD             INDOT
 JA1213
 JA1213                          STATION DESCRIPTION
 JA1213
 JA1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1213'0.5 MI E FROM NEW HARMONY.
 JA1213'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1213'NATIONAL BANK AT NEW HARMONY, AT THE EAST CITY LIMITS OF TOWN, 33
 JA1213'FEET NORTH OF CENTER LINE OF HIGHWAY, 21 1/2 FEET EAST OF EAST
 JA1213'RAIL OF ILLINOIS CENTRAL RAILROAD, 112 FEET NORTH-NORTHEAST AND
 JA1213'ACROSS HIGHWAY AND TRACK FROM THE NORTHEAST CORNER OF RAILROAD
 JA1213'STATION, 64 FEET WEST OF SOUTHWEST CORNER OF A SMALL BRICK
 JA1213'BUILDING, 55 1/2 FEET EAST AND ACROSS TRACK FROM SOUTHEAST CORNER
 JA1213'OF PADGETTS GROCERY STORE, 8 FEET EAST OF A POWER POLE, 1 1/2
 JA1213'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JA1213'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA1213'INCHES.
 JA1213
 JA1213                          STATION RECOVERY (2007)
 JA1213
 JA1213'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JA1213'THE STATION IS 37.25 FEET EAST OF THE CENTERLINE OF SOUTH THIRD
 JA1213'STREET, 31.75 FEET SOUTH OF THE CENTERLINE OF EAST CHURCH STREET, 8.33
 JA1213'FEET EAST OF WOOD UTILITY POLE NUMBER 74-117 WITH THREE GUY WIRES
 JA1213'EXTENDING EAST, 8.33 FEET WEST OF THE WEST END OF A METAL GUARD
 JA1213'RAIL, 3.25 FEET WEST-NORTHWEST OF THE WESTERN-MOST OF THREE GUY WIRES,
 JA1213'NEAR THE SOUTHWEST CORNER OF THE GRAVEL PARKING LOT FOR THE WILSON
 JA1213'AUCTION CENTER, PARTIALLY COVERED BY A TWELVE INXH SQUARE LANDSCAPING
 JA1213'TIMER.  THE PREVIOUSLY DESCRIBED TRACKS HAVE BEEN REMOVED AND THE
 JA1213'RAILROAD STATION BUILDING IS NOW OCCUPIED BY AN OUTDOOR EQUIPMENT
 JA1213'STORE.
 JA1213
 JA1213                          STATION RECOVERY (2011)
 JA1213
 JA1213'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (LJC)
 JA1213'RECOVERED IN GOOD CONDITION.
 JA1213
 JA1213                          STATION RECOVERY (2013)
 JA1213
 JA1213'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA1213'RECOVERED AS DESCRIBED WITH ADDITION BELOW.
 JA1213'
 JA1213'STATION IS LOCATED NORTH OF THE CENTERLINE OF CHURCH STREET, RATHER
 JA1213'THAN SOUTH AS DESCRIBED IN THE 2007 NARRATIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1182 ***********************************************************************
 JA1182  DESIGNATION -  B 284
 JA1182  PID         -  JA1182
 JA1182  STATE/COUNTY-  IN/GIBSON
 JA1182  COUNTRY     -  US
 JA1182  USGS QUAD   -  KEENSBURG (2018)
 JA1182
 JA1182                         *CURRENT SURVEY CONTROL
 JA1182  ______________________________________________________________________
 JA1182* NAD 83(1986) POSITION- 38 16 22.15   (N) 087 50 43.37   (W)   HD_HELD1
 JA1182* NAVD 88 ORTHO HEIGHT -   117.928 (meters)      386.90  (feet) ADJUSTED
 JA1182  ______________________________________________________________________
 JA1182  GEOID HEIGHT    -        -31.095 (meters)                     GEOID18
 JA1182  DYNAMIC HEIGHT  -        117.851 (meters)      386.65  (feet) COMP
 JA1182  MODELED GRAVITY -    979,971.8   (mgal)                       NAVD 88
 JA1182
 JA1182  VERT ORDER      -  FIRST     CLASS II
 JA1182
 JA1182.The horizontal coordinates were determined by differentially corrected
 JA1182.hand held GPS observations or other comparable positioning techniques
 JA1182.and have an estimated accuracy of +/- 3 meters.
 JA1182
 JA1182.The orthometric height was determined by differential leveling and
 JA1182.adjusted by the NATIONAL GEODETIC SURVEY
 JA1182.in June 1991.
 JA1182
 JA1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1182.GEOID18 height accuracy estimate available here.
 JA1182
 JA1182.Click photographs - Photos may exist for this station.
 JA1182
 JA1182.The dynamic height is computed by dividing the NAVD 88
 JA1182.geopotential number by the normal gravity value computed on the
 JA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1182.degrees latitude (g = 980.6199 gals.).
 JA1182
 JA1182.The modeled gravity was interpolated from observed gravity values.
 JA1182
 JA1182;                    North         East    Units  Estimated Accuracy
 JA1182;SPC IN W     -   336,050.4     833,318.0     MT  (+/- 3 meters HH1 GPS) 
 JA1182
 JA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2605336423(NAD 83)
 JA1182
 JA1182                          SUPERSEDED SURVEY CONTROL
 JA1182
 JA1182  NGVD 29 (??/??/92)  118.060  (m)          387.34   (f) ADJ UNCH    1 2
 JA1182
 JA1182.Superseded values are not recommended for survey control.
 JA1182
 JA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1182.See file dsdata.pdf to determine how the superseded data were derived.
 JA1182
 JA1182_MARKER: DB = BENCH MARK DISK
 JA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1182_STAMPING: B 284 1954
 JA1182_MARK LOGO: CGS
 JA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1182+STABILITY: SURFACE MOTION
 JA1182
 JA1182  HISTORY     - Date     Condition        Report By
 JA1182  HISTORY     - 1954     MONUMENTED       CGS
 JA1182
 JA1182                          STATION DESCRIPTION
 JA1182
 JA1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1182'1.1 MI SW FROM CROWLEYVILLE.
 JA1182'ABOUT 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE 90-FOOT
 JA1182'STEEL BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, AT A CURVE IN
 JA1182'THE ROAD WITH TANGENTS EXTENDING WEST AND NORTHEAST AND JUNCTION
 JA1182'OF A DIRT ROAD SOUTH, 30 FEET SOUTHEAST OF CENTER LINE OF GRAVEL
 JA1182'ROAD, 45 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION, 41 FEET
 JA1182'EAST OF CENTER LINE OF DIRT ROAD SOUTH, 28 FEET WEST OF A
 JA1182'TRIANGULAR BLAZED 30-INCH LOCUST TREE, 26 1/2 FEET EAST OF A
 JA1182'POWER POLE AT DIRECTIONAL CHANGE IN LINE, 2 FEET SOUTHWEST OF A
 JA1182'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 JA1182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1353 ***********************************************************************
 JA1353  DESIGNATION -  B 285
 JA1353  PID         -  JA1353
 JA1353  STATE/COUNTY-  IN/KNOX
 JA1353  COUNTRY     -  US
 JA1353  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1353
 JA1353                         *CURRENT SURVEY CONTROL
 JA1353  ______________________________________________________________________
 JA1353* NAD 83(1986) POSITION- 38 34 05.     (N) 087 37 50.     (W)   SCALED
 JA1353* NAVD 88 ORTHO HEIGHT -   123.615 (meters)      405.56  (feet) ADJUSTED
 JA1353  ______________________________________________________________________
 JA1353  GEOID HEIGHT    -        -31.531 (meters)                     GEOID18
 JA1353  DYNAMIC HEIGHT  -        123.538 (meters)      405.31  (feet) COMP
 JA1353  MODELED GRAVITY -    980,004.6   (mgal)                       NAVD 88
 JA1353
 JA1353  VERT ORDER      -  FIRST     CLASS II
 JA1353
 JA1353.The horizontal coordinates were scaled from a map and have
 JA1353.an estimated accuracy of +/- 6 seconds.
 JA1353
 JA1353.The orthometric height was determined by differential leveling and
 JA1353.adjusted by the NATIONAL GEODETIC SURVEY
 JA1353.in June 1991.
 JA1353
 JA1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1353.GEOID18 height accuracy estimate available here.
 JA1353
 JA1353.Click photographs - Photos may exist for this station.
 JA1353
 JA1353.The dynamic height is computed by dividing the NAVD 88
 JA1353.geopotential number by the normal gravity value computed on the
 JA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1353.degrees latitude (g = 980.6199 gals.).
 JA1353
 JA1353.The modeled gravity was interpolated from observed gravity values.
 JA1353
 JA1353;                    North         East    Units  Estimated Accuracy
 JA1353;SPC IN W     -   368,690.      852,310.      MT  (+/- 180 meters Scaled)
 JA1353
 JA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH450690(NAD 83)
 JA1353
 JA1353                          SUPERSEDED SURVEY CONTROL
 JA1353
 JA1353  NGVD 29 (??/??/92)  123.749  (m)          406.00   (f) ADJ UNCH    1 2
 JA1353
 JA1353.Superseded values are not recommended for survey control.
 JA1353
 JA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1353.See file dsdata.pdf to determine how the superseded data were derived.
 JA1353
 JA1353_MARKER: DB = BENCH MARK DISK
 JA1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1353_STAMPING: B 285 1954
 JA1353_MARK LOGO: CGS
 JA1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1353+STABILITY: SURFACE MOTION
 JA1353
 JA1353  HISTORY     - Date     Condition        Report By
 JA1353  HISTORY     - 1954     MONUMENTED       CGS
 JA1353
 JA1353                          STATION DESCRIPTION
 JA1353
 JA1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1353'0.5 MI S FROM BEAL.
 JA1353'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE BAPTIST
 JA1353'CHURCH AT BEAL, ABOUT 0.5 MILE NORTH OF PUBLIC SCHOOL NO. 3, AT
 JA1353'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 20 FEET EAST OF
 JA1353'CENTER LINE OF BLACK TOP ROAD, 34 FEET NORTHEAST OF CENTER OF
 JA1353'JUNCTION, 26 FEET NORTH OF CENTER LINE OF ROAD EAST, 48 FEET
 JA1353'NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO. 268, 44
 JA1353'FEET NORTHEAST AND ACROSS BLACK TOP ROAD FROM TELEPHONE POLE NO.
 JA1353'2663, 11 1/2 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 JA1353'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1353'1 FOOT BELOW LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A
 JA1353'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1123 ***********************************************************************
 ME1123  DESIGNATION -  B 286
 ME1123  PID         -  ME1123
 ME1123  STATE/COUNTY-  IN/NEWTON
 ME1123  COUNTRY     -  US
 ME1123  USGS QUAD   -  SCHNEIDER (2019)
 ME1123
 ME1123                         *CURRENT SURVEY CONTROL
 ME1123  ______________________________________________________________________
 ME1123* NAD 83(1986) POSITION- 41 09 58.     (N) 087 26 50.     (W)   SCALED
 ME1123* NAVD 88 ORTHO HEIGHT -   192.728 (meters)      632.31  (feet) ADJUSTED
 ME1123  ______________________________________________________________________
 ME1123  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 ME1123  DYNAMIC HEIGHT  -        192.646 (meters)      632.04  (feet) COMP
 ME1123  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 ME1123
 ME1123  VERT ORDER      -  SECOND    CLASS 0
 ME1123
 ME1123.The horizontal coordinates were scaled from a map and have
 ME1123.an estimated accuracy of +/- 6 seconds.
 ME1123
 ME1123.The orthometric height was determined by differential leveling and
 ME1123.adjusted by the NATIONAL GEODETIC SURVEY
 ME1123.in June 1991.
 ME1123
 ME1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1123.GEOID18 height accuracy estimate available here.
 ME1123
 ME1123.Click photographs - Photos may exist for this station.
 ME1123
 ME1123.The dynamic height is computed by dividing the NAVD 88
 ME1123.geopotential number by the normal gravity value computed on the
 ME1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1123.degrees latitude (g = 980.6199 gals.).
 ME1123
 ME1123.The modeled gravity was interpolated from observed gravity values.
 ME1123
 ME1123;                    North         East    Units  Estimated Accuracy
 ME1123;SPC IN W     -   657,070.      869,460.      MT  (+/- 180 meters Scaled)
 ME1123
 ME1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624572(NAD 83)
 ME1123
 ME1123                          SUPERSEDED SURVEY CONTROL
 ME1123
 ME1123  NGVD 29 (??/??/92)  192.816  (m)          632.60   (f) ADJ UNCH    2 0
 ME1123
 ME1123.Superseded values are not recommended for survey control.
 ME1123
 ME1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1123.See file dsdata.pdf to determine how the superseded data were derived.
 ME1123
 ME1123_MARKER: DB = BENCH MARK DISK
 ME1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1123_STAMPING: B 286 1954
 ME1123_MARK LOGO: CGS
 ME1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1123+STABILITY: SURFACE MOTION
 ME1123
 ME1123  HISTORY     - Date     Condition        Report By
 ME1123  HISTORY     - 1954     MONUMENTED       CGS
 ME1123  HISTORY     - 1967     GOOD             CGS
 ME1123  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1123
 ME1123                          STATION DESCRIPTION
 ME1123
 ME1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1123'1.6 MI S FROM SCHNEIDER.
 ME1123'ABOUT 1.55 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1123'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT AN EAST-WEST
 ME1123'CROSSROAD (LEADING WEST TO KANKAKEE RIVER STATE PARK), 164 FEET
 ME1123'EAST OF CENTER LINE OF HIGHWAY, 192 FEET WEST OF WEST RAIL OF NEW
 ME1123'YORK CENTRAL RAILROAD, 27 FEET SOUTH OF CENTER LINE OF ROAD
 ME1123'LEADING EAST, 3 1/2 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 ME1123'3 FEET NORTH OF A WIRE FENCE, 23 1/2 FEET EAST-NORTHEAST OF
 ME1123'NORTHEAST CORNER OF A SMALL GLASS GREENHOUSE, ABOUT 6 1/2 FEET
 ME1123'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD EAST AND SET IN THE
 ME1123'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- 54 FEET E OF
 ME1123'CENTERLINE OF DRIVEWAY, 16 FT W OF POWER POLE, 3 FT N OF FENCE,
 ME1123'FLUSH WITH GROUND.
 ME1123
 ME1123                          STATION RECOVERY (1967)
 ME1123
 ME1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ME1123'RECOVERED IN GOOD CONDITION.
 ME1123
 ME1123                          STATION RECOVERY (1989)
 ME1123
 ME1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1435 ***********************************************************************
 LB1435  DESIGNATION -  B 29
 LB1435  PID         -  LB1435
 LB1435  STATE/COUNTY-  IN/JASPER
 LB1435  COUNTRY     -  US
 LB1435  USGS QUAD   -  WOLCOTT (2019)
 LB1435
 LB1435                         *CURRENT SURVEY CONTROL
 LB1435  ______________________________________________________________________
 LB1435* NAD 83(1986) POSITION- 40 45 36.     (N) 087 07 03.     (W)   SCALED
 LB1435* NAVD 88 ORTHO HEIGHT -   223.654 (meters)      733.77  (feet) ADJUSTED
 LB1435  ______________________________________________________________________
 LB1435  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 LB1435  DYNAMIC HEIGHT  -        223.551 (meters)      733.43  (feet) COMP
 LB1435  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 LB1435
 LB1435  VERT ORDER      -  SECOND    CLASS 0
 LB1435
 LB1435.The horizontal coordinates were scaled from a map and have
 LB1435.an estimated accuracy of +/- 6 seconds.
 LB1435
 LB1435.The orthometric height was determined by differential leveling and
 LB1435.adjusted by the NATIONAL GEODETIC SURVEY
 LB1435.in June 1991.
 LB1435
 LB1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1435.GEOID18 height accuracy estimate available here.
 LB1435
 LB1435.Click photographs - Photos may exist for this station.
 LB1435
 LB1435.The dynamic height is computed by dividing the NAVD 88
 LB1435.geopotential number by the normal gravity value computed on the
 LB1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1435.degrees latitude (g = 980.6199 gals.).
 LB1435
 LB1435.The modeled gravity was interpolated from observed gravity values.
 LB1435
 LB1435;                    North         East    Units  Estimated Accuracy
 LB1435;SPC IN W     -   611,910.      897,120.      MT  (+/- 180 meters Scaled)
 LB1435
 LB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL900121(NAD 83)
 LB1435
 LB1435                          SUPERSEDED SURVEY CONTROL
 LB1435
 LB1435  NGVD 29 (??/??/92)  223.732  (m)          734.03   (f) ADJ UNCH    2 0
 LB1435
 LB1435.Superseded values are not recommended for survey control.
 LB1435
 LB1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1435.See file dsdata.pdf to determine how the superseded data were derived.
 LB1435
 LB1435_MARKER: DB = BENCH MARK DISK
 LB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1435_STAMPING: B 29 1934
 LB1435_MARK LOGO: CGS
 LB1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1435+STABILITY: SURFACE MOTION
 LB1435
 LB1435  HISTORY     - Date     Condition        Report By
 LB1435  HISTORY     - 1934     MONUMENTED       CGS
 LB1435  HISTORY     - 1946     GOOD             CGS
 LB1435  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1435  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1435  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1435
 LB1435                          STATION DESCRIPTION
 LB1435
 LB1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1435'1.7 MI E FROM REMINGTON.
 LB1435'1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 LB1435'REMINGTON, JASPER COUNTY, 16-1/2 RAILS EAST OF MILEPOST 40, IN THE
 LB1435'NORTHEAST QUARTER OF A GRAVEL-ROAD CROSSING, 39 FEET NORTH OF THE
 LB1435'NORTH RAIL, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET
 LB1435'SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET WEST OF A WHITE WOODEN
 LB1435'WITNESS POST.  A STANDARD DISK, STAMPED B 29 1934 AND SET IN THE
 LB1435'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1435
 LB1435                          STATION RECOVERY (2007)
 LB1435
 LB1435'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1435'MARK NOT FOUND.
 LB1435
 LB1435                          STATION RECOVERY (2008)
 LB1435
 LB1435'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1435'MARK NOT FOUND.
 LB1435
 LB1435                          STATION RECOVERY (2012)
 LB1435
 LB1435'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0148 ***********************************************************************
 KA0148  DESIGNATION -  B 291 RESET
 KA0148  PID         -  KA0148
 KA0148  STATE/COUNTY-  IN/MARION
 KA0148  COUNTRY     -  US
 KA0148  USGS QUAD   -  BRIDGEPORT (2019)
 KA0148
 KA0148                         *CURRENT SURVEY CONTROL
 KA0148  ______________________________________________________________________
 KA0148* NAD 83(1986) POSITION- 39 43 51.     (N) 086 16 18.     (W)   SCALED
 KA0148* NAVD 88 ORTHO HEIGHT -   241.29  (meters)      791.6   (feet) RESET
 KA0148  ______________________________________________________________________
 KA0148  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 KA0148  VERT ORDER      -  THIRD
 KA0148
 KA0148.This mark is at Indianapolis Int'l Airport (IND)
 KA0148
 KA0148.The horizontal coordinates were scaled from a map and have
 KA0148.an estimated accuracy of +/- 6 seconds.
 KA0148
 KA0148.The orthometric height was computed from unverified reset data.
 KA0148
 KA0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0148.GEOID18 height accuracy estimate available here.
 KA0148
 KA0148.Click photographs - Photos may exist for this station.
 KA0148
 KA0148;                    North         East    Units  Estimated Accuracy
 KA0148;SPC IN E     -   497,810.       48,140.      MT  (+/- 180 meters Scaled)
 KA0148
 KA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ624981(NAD 83)
 KA0148
 KA0148                          SUPERSEDED SURVEY CONTROL
 KA0148
 KA0148.No superseded survey control is available for this station.
 KA0148
 KA0148_MARKER: DB = BENCH MARK DISK
 KA0148_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0148_SP_SET: FOUNDATION
 KA0148_STAMPING: B 291 RESET 1972
 KA0148_MARK LOGO: CGS
 KA0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0148+STABILITY: SURFACE MOTION
 KA0148
 KA0148  HISTORY     - Date     Condition        Report By
 KA0148  HISTORY     - 1972     MONUMENTED       NGS
 KA0148  HISTORY     - 1985     GOOD             NGS
 KA0148
 KA0148                          STATION DESCRIPTION
 KA0148
 KA0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KA0148'7 MI SW FROM INDIANAPOLIS.
 KA0148'AT THE EAST EDGE OF THE WEIR-COOK MUNICIPAL AIRPORT, SET VERTICALLY
 KA0148'IN A DRILL HOLE IN THE CONCRETE BASE OF THE EAST WALL OF THE RED
 KA0148'CAB TAXI OFFICE, 5 FEET NORTH OF THE SOUTHEAST CORNER OF OFFICE,
 KA0148'42 FEET NORTHEAST OF THE EAST ENTRANCE TO BOTTOM FLOOR OF TERMINAL
 KA0148'BUILDING, 6 FEET SOUTH OF A CONCRETE PILLAR OF OVERHEAD RAMP AND
 KA0148'6 INCHES ABOVE LEVEL OF SIDEWALK.
 KA0148
 KA0148                          STATION RECOVERY (1985)
 KA0148
 KA0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0148'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE WEIR
 KA0148'COOK MINICIPAL AIRPORT IS NOW THE INDIANAPOLIS INTERNATIONAL AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1308 ***********************************************************************
 JA1308  DESIGNATION -  B 292
 JA1308  PID         -  JA1308
 JA1308  STATE/COUNTY-  IN/KNOX
 JA1308  COUNTRY     -  US
 JA1308  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1308
 JA1308                         *CURRENT SURVEY CONTROL
 JA1308  ______________________________________________________________________
 JA1308* NAD 83(1986) POSITION- 38 48 59.68   (N) 087 31 07.35   (W)   HD_HELD1
 JA1308* NAVD 88 ORTHO HEIGHT -   127.640 (meters)      418.77  (feet) ADJUSTED
 JA1308  ______________________________________________________________________
 JA1308  GEOID HEIGHT    -        -31.886 (meters)                     GEOID18
 JA1308  DYNAMIC HEIGHT  -        127.562 (meters)      418.51  (feet) COMP
 JA1308  MODELED GRAVITY -    980,020.2   (mgal)                       NAVD 88
 JA1308
 JA1308  VERT ORDER      -  FIRST     CLASS II
 JA1308
 JA1308.The horizontal coordinates were determined by differentially corrected
 JA1308.hand held GPS observations or other comparable positioning techniques
 JA1308.and have an estimated accuracy of +/- 3 meters.
 JA1308
 JA1308.The orthometric height was determined by differential leveling and
 JA1308.adjusted by the NATIONAL GEODETIC SURVEY
 JA1308.in June 1991.
 JA1308
 JA1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1308.GEOID18 height accuracy estimate available here.
 JA1308
 JA1308.Click photographs - Photos may exist for this station.
 JA1308
 JA1308.The dynamic height is computed by dividing the NAVD 88
 JA1308.geopotential number by the normal gravity value computed on the
 JA1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1308.degrees latitude (g = 980.6199 gals.).
 JA1308
 JA1308.The modeled gravity was interpolated from observed gravity values.
 JA1308
 JA1308;                    North         East    Units  Estimated Accuracy
 JA1308;SPC IN W     -   396,224.6     862,189.0     MT  (+/- 3 meters HH1 GPS) 
 JA1308
 JA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5496896550(NAD 83)
 JA1308
 JA1308                          SUPERSEDED SURVEY CONTROL
 JA1308
 JA1308  NGVD 29 (??/??/92)  127.770  (m)          419.19   (f) ADJ UNCH    1 2
 JA1308
 JA1308.Superseded values are not recommended for survey control.
 JA1308
 JA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1308.See file dsdata.pdf to determine how the superseded data were derived.
 JA1308
 JA1308_MARKER: DB = BENCH MARK DISK
 JA1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1308_STAMPING: B 292 1956
 JA1308_MARK LOGO: CGS
 JA1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1308+STABILITY: SURFACE MOTION
 JA1308
 JA1308  HISTORY     - Date     Condition        Report By
 JA1308  HISTORY     - 1956     MONUMENTED       CGS
 JA1308
 JA1308                          STATION DESCRIPTION
 JA1308
 JA1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1308'7.8 MI SW FROM OAKTOWN.
 JA1308'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1308'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1308'TOP ROAD, THENCE ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD,
 JA1308'THENCE ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JA1308'1.0 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING EAST SIDE OF LEVEE,
 JA1308'IN SECTION 3, T.4 N., R. 10 W., AT THE JUNCTION OF A ROAD LEADING
 JA1308'NORTHWEST AND WEST TO ABANDONED FERRY LANDING ON WABASH RIVER
 JA1308'AT RUSSELLVILLE, ILLINOIS, 28 FEET EAST OF CENTER LINE OF
 JA1308'NORTH-SOUTH ROAD PARALLEL TO LEVEE, 33 FEET NORTHEAST OF CENTER
 JA1308'OF JUNCTION OF ROAD LEADING NORTHWEST ACROSS LEVEE, 50 FEET
 JA1308'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 20-INCH TWIN PECAN TREE,
 JA1308'2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 JA1308'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1308'PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 0.45 MILE EAST ALONG
 JA1308'GRAVEL ROAD FROM ABANDONED FERRY LANDING ON LEFT BANK OF WABASH
 JA1308'RIVER OPPOSITE RUSSELLVILLE, LAWRENCE COUNTY, ILLINOIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1108 ***********************************************************************
 KA1108  DESIGNATION -  B 293
 KA1108  PID         -  KA1108
 KA1108  STATE/COUNTY-  IN/VIGO
 KA1108  COUNTRY     -  US
 KA1108  USGS QUAD   -  TERRE HAUTE (2019)
 KA1108
 KA1108                         *CURRENT SURVEY CONTROL
 KA1108  ______________________________________________________________________
 KA1108* NAD 83(1986) POSITION- 39 27 58.64   (N) 087 24 52.30   (W)   HD_HELD1
 KA1108* NAVD 88 ORTHO HEIGHT -   154.322 (meters)      506.30  (feet) ADJUSTED
 KA1108  ______________________________________________________________________
 KA1108  GEOID HEIGHT    -        -32.695 (meters)                     GEOID18
 KA1108  DYNAMIC HEIGHT  -        154.234 (meters)      506.02  (feet) COMP
 KA1108  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA1108
 KA1108  VERT ORDER      -  FIRST     CLASS II
 KA1108
 KA1108.The horizontal coordinates were determined by differentially corrected
 KA1108.hand held GPS observations or other comparable positioning techniques
 KA1108.and have an estimated accuracy of +/- 3 meters.
 KA1108
 KA1108.The orthometric height was determined by differential leveling and
 KA1108.adjusted by the NATIONAL GEODETIC SURVEY
 KA1108.in June 1991.
 KA1108
 KA1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1108.GEOID18 height accuracy estimate available here.
 KA1108
 KA1108.Click photographs - Photos may exist for this station.
 KA1108
 KA1108.The dynamic height is computed by dividing the NAVD 88
 KA1108.geopotential number by the normal gravity value computed on the
 KA1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1108.degrees latitude (g = 980.6199 gals.).
 KA1108
 KA1108.The modeled gravity was interpolated from observed gravity values.
 KA1108
 KA1108;                    North         East    Units  Estimated Accuracy
 KA1108;SPC IN W     -   468,314.3     871,500.0     MT  (+/- 3 meters HH1 GPS) 
 KA1108
 KA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6434268605(NAD 83)
 KA1108
 KA1108                          SUPERSEDED SURVEY CONTROL
 KA1108
 KA1108  NGVD 29 (??/??/92)  154.421  (m)          506.63   (f) ADJ UNCH    1 2
 KA1108
 KA1108.Superseded values are not recommended for survey control.
 KA1108
 KA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1108.See file dsdata.pdf to determine how the superseded data were derived.
 KA1108
 KA1108_MARKER: DB = BENCH MARK DISK
 KA1108_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA1108_SP_SET: BUILDING
 KA1108_STAMPING: B 293 1956
 KA1108_MARK LOGO: CGS
 KA1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1108+STABILITY: POSITION/ELEVATION WELL
 KA1108
 KA1108  HISTORY     - Date     Condition        Report By
 KA1108  HISTORY     - 1956     MONUMENTED       CGS
 KA1108  HISTORY     - 1985     GOOD             NGS
 KA1108  HISTORY     - 1986     GOOD             NGS
 KA1108  HISTORY     - 20051230 GOOD             GEOCAC
 KA1108  HISTORY     - 20200426 GOOD             USPSQD
 KA1108  HISTORY     - 20230905 GOOD             USPSQD
 KA1108
 KA1108                          STATION DESCRIPTION
 KA1108
 KA1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1108'AT TERRE HAUTE.
 KA1108'AT TERRE HAUTE, SET VERTICALLY IN THE NORTH FACE OF WATER TABLE
 KA1108'OF COURT HOUSE, 128 1/2 FEET WEST OF WEST CURB OF THIRD STREET,
 KA1108'65 FEET SOUTH OF SOUTH CURB OF WABASH AVENUE (U.S. HIGHWAY 40),
 KA1108'1 3/4 FEET WEST OF NORTHEAST CORNER OF BUILDING AND 3 1/2 FEET
 KA1108'ABOVE SIDE WALK.
 KA1108
 KA1108                          STATION RECOVERY (1985)
 KA1108
 KA1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1108'RECOVERED IN GOOD CONDITION.
 KA1108
 KA1108                          STATION RECOVERY (1986)
 KA1108
 KA1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1108'RECOVERED IN GOOD CONDITION.
 KA1108
 KA1108                          STATION RECOVERY (2005)
 KA1108
 KA1108'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1108'RECOVERED IN GOOD CONDITION.
 KA1108
 KA1108                          STATION RECOVERY (2020)
 KA1108
 KA1108'RECOVERY NOTE BY US POWER SQUADRON 2020 (DLG)
 KA1108'RECOVERED IN GOOD CONDITION.
 KA1108
 KA1108                          STATION RECOVERY (2023)
 KA1108
 KA1108'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1096 ***********************************************************************
 KA1096  DESIGNATION -  B 294
 KA1096  PID         -  KA1096
 KA1096  STATE/COUNTY-  IN/VIGO
 KA1096  COUNTRY     -  US
 KA1096  USGS QUAD   -  TERRE HAUTE (2019)
 KA1096
 KA1096                         *CURRENT SURVEY CONTROL
 KA1096  ______________________________________________________________________
 KA1096* NAD 83(1986) POSITION- 39 28 20.25   (N) 087 25 07.62   (W)   HD_HELD1
 KA1096* NAVD 88 ORTHO HEIGHT -   150.954 (meters)      495.25  (feet) ADJUSTED
 KA1096  ______________________________________________________________________
 KA1096  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 KA1096  DYNAMIC HEIGHT  -        150.869 (meters)      494.98  (feet) COMP
 KA1096  MODELED GRAVITY -    980,058.3   (mgal)                       NAVD 88
 KA1096
 KA1096  VERT ORDER      -  FIRST     CLASS II
 KA1096
 KA1096.The horizontal coordinates were determined by differentially corrected
 KA1096.hand held GPS observations or other comparable positioning techniques
 KA1096.and have an estimated accuracy of +/- 3 meters.
 KA1096
 KA1096.The orthometric height was determined by differential leveling and
 KA1096.adjusted by the NATIONAL GEODETIC SURVEY
 KA1096.in June 1991.
 KA1096
 KA1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1096.GEOID18 height accuracy estimate available here.
 KA1096
 KA1096.Click photographs - Photos may exist for this station.
 KA1096
 KA1096.The dynamic height is computed by dividing the NAVD 88
 KA1096.geopotential number by the normal gravity value computed on the
 KA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1096.degrees latitude (g = 980.6199 gals.).
 KA1096
 KA1096.The modeled gravity was interpolated from observed gravity values.
 KA1096
 KA1096;                    North         East    Units  Estimated Accuracy
 KA1096;SPC IN W     -   468,982.1     871,136.3     MT  (+/- 3 meters HH1 GPS) 
 KA1096
 KA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6397969273(NAD 83)
 KA1096
 KA1096                          SUPERSEDED SURVEY CONTROL
 KA1096
 KA1096  NGVD 29 (??/??/92)  151.055  (m)          495.59   (f) ADJ UNCH    1 2
 KA1096
 KA1096.Superseded values are not recommended for survey control.
 KA1096
 KA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1096.See file dsdata.pdf to determine how the superseded data were derived.
 KA1096
 KA1096_MARKER: DB = BENCH MARK DISK
 KA1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1096_SP_SET: BUILDING
 KA1096_STAMPING: B 294 1956
 KA1096_MARK LOGO: CGS
 KA1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1096+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 KA1096
 KA1096  HISTORY     - Date     Condition        Report By
 KA1096  HISTORY     - 1956     MONUMENTED       CGS
 KA1096  HISTORY     - 1985     GOOD             NGS
 KA1096  HISTORY     - 1986     GOOD             NGS
 KA1096  HISTORY     - 19900609 GOOD             USPSQD
 KA1096  HISTORY     - 20100820 GOOD             LANDSC
 KA1096  HISTORY     - 20230905 GOOD             USPSQD
 KA1096
 KA1096                          STATION DESCRIPTION
 KA1096
 KA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1096'AT TERRE HAUTE.
 KA1096'AT TERRE HAUTE, ABOUT 0.85 MILE WEST ALONG THE PENNSYLVANIA
 KA1096'RAILROAD FROM THE UNION STATION, NEAR EAST END OF RAILROAD BRIDGE
 KA1096'OVER WABASH RIVER, SET VERTICALLY IN THE NORTH FACE OF BUILDING
 KA1096'OF AMERICAN CAN COMPANY, 229 FEET SOUTH OF SOUTH RAIL OF EAST
 KA1096'BOUND TRACK (MEASURED AT EAST END OF RAILROAD BRIDGE OVER WABASH
 KA1096'RIVER), 2 FEET EAST OF NORTHWEST CORNER OF BUILDING AND 2.8 FEET
 KA1096'ABOVE LEVEL OF SIDE WALK.
 KA1096
 KA1096                          STATION RECOVERY (1985)
 KA1096
 KA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1096'HAUTE, AT 1 SYCAMORE STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 KA1096'CONCRETE FOUNDATION OF THE PILLSBURY COMPANY BUILDING, AND 0.6 M (2.0
 KA1096'FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING AT 1 SYCAMORE STREET.
 KA1096'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
 KA1096
 KA1096                          STATION RECOVERY (1986)
 KA1096
 KA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1096'RECOVERED IN GOOD CONDITION.
 KA1096
 KA1096                          STATION RECOVERY (1990)
 KA1096
 KA1096'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1096'RECOVERED IN GOOD CONDITION.
 KA1096
 KA1096                          STATION RECOVERY (2010)
 KA1096
 KA1096'RECOVERY NOTE BY LAND SCIENCES INCORPORATED 2010 (RLB)
 KA1096'RECOVERED AS DESCRIBED
 KA1096
 KA1096                          STATION RECOVERY (2023)
 KA1096
 KA1096'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1059 ***********************************************************************
 HA1059  DESIGNATION -  B 296
 HA1059  PID         -  HA1059
 HA1059  STATE/COUNTY-  IN/VANDERBURGH
 HA1059  COUNTRY     -  US
 HA1059  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1059
 HA1059                         *CURRENT SURVEY CONTROL
 HA1059  ______________________________________________________________________
 HA1059* NAD 83(1986) POSITION- 37 59 35.     (N) 087 32 37.     (W)   SCALED
 HA1059* NAVD 88 ORTHO HEIGHT -   118.651 (meters)      389.27  (feet) ADJUSTED
 HA1059  ______________________________________________________________________
 HA1059  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 HA1059  DYNAMIC HEIGHT  -        118.569 (meters)      389.01  (feet) COMP
 HA1059  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 HA1059
 HA1059  VERT ORDER      -  FIRST     CLASS II
 HA1059
 HA1059.The horizontal coordinates were scaled from a map and have
 HA1059.an estimated accuracy of +/- 6 seconds.
 HA1059
 HA1059.The orthometric height was determined by differential leveling and
 HA1059.adjusted by the NATIONAL GEODETIC SURVEY
 HA1059.in June 1991.
 HA1059
 HA1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1059.GEOID18 height accuracy estimate available here.
 HA1059
 HA1059.Click photographs - Photos may exist for this station.
 HA1059
 HA1059.The dynamic height is computed by dividing the NAVD 88
 HA1059.geopotential number by the normal gravity value computed on the
 HA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1059.degrees latitude (g = 980.6199 gals.).
 HA1059
 HA1059.The modeled gravity was interpolated from observed gravity values.
 HA1059
 HA1059;                    North         East    Units  Estimated Accuracy
 HA1059;SPC IN W     -   304,820.      859,570.      MT  (+/- 180 meters Scaled)
 HA1059
 HA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH522051(NAD 83)
 HA1059
 HA1059                          SUPERSEDED SURVEY CONTROL
 HA1059
 HA1059  NGVD 29 (??/??/92)  118.751  (m)          389.60   (f) ADJ UNCH    1 2
 HA1059
 HA1059.Superseded values are not recommended for survey control.
 HA1059
 HA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1059.See file dsdata.pdf to determine how the superseded data were derived.
 HA1059
 HA1059_MARKER: DB = BENCH MARK DISK
 HA1059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1059_SP_SET: SIDEWALK
 HA1059_STAMPING: B 296 1960
 HA1059_MARK LOGO: CGS
 HA1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1059
 HA1059  HISTORY     - Date     Condition        Report By
 HA1059  HISTORY     - 1960     MONUMENTED       CGS
 HA1059  HISTORY     - 1965     GOOD             CGS
 HA1059  HISTORY     - 1985     GOOD             NGS
 HA1059  HISTORY     - 1987     GOOD             USPSQD
 HA1059  HISTORY     - 19950710 GOOD             USPSQD
 HA1059
 HA1059                          STATION DESCRIPTION
 HA1059
 HA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1059'2.6 MI NE FROM EVANSVILLE.
 HA1059'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE
 HA1059'POST OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN
 HA1059'STREET TO THE INTERSECTION OF MAIN STREET AND DIVISION STREET,
 HA1059'THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE 1.1 MILES
 HA1059'NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD AT A CROSSING OF THE
 HA1059'RAILROAD AND MAXWELL AVENUE, 152 FEET SOUTHEAST OF THE CENTER
 HA1059'OF THE CROSSING, 88 FEET SOUTH OF THE CENTER LINE OF MAXWELL
 HA1059'AVENUE, 1.0 FOOT WEST OF THE NORTHWEST CORNER OF THE NATIONAL CITY
 HA1059'BANK, ABOUT 4 INCHES BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 HA1059'TOP OF A CONCRETE SIDEWALK.  NOTE-- THE NEW YORK CENTRAL RAILROAD
 HA1059'IS NOW THE PENN CENTRAL COMPANY.
 HA1059
 HA1059                          STATION RECOVERY (1985)
 HA1059
 HA1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1059'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1059'AT 1718 NORTH FARES AVENUE.  ADD--0.3 M (1.0 FT) WEST OF THE NORTHWEST
 HA1059'CORNER OF THE NATIONAL CITY BANK MAXWELL-41 BRANCH BUILDING.
 HA1059
 HA1059                          STATION RECOVERY (1987)
 HA1059
 HA1059'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1059'RECOVERED IN GOOD CONDITION.
 HA1059
 HA1059                          STATION RECOVERY (1995)
 HA1059
 HA1059'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1187 ***********************************************************************
 LB1187  DESIGNATION -  B 30
 LB1187  PID         -  LB1187
 LB1187  STATE/COUNTY-  IN/WHITE
 LB1187  COUNTRY     -  US
 LB1187  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1187
 LB1187                         *CURRENT SURVEY CONTROL
 LB1187  ______________________________________________________________________
 LB1187* NAD 83(1986) POSITION- 40 46 49.     (N) 086 52 28.     (W)   SCALED
 LB1187* NAVD 88 ORTHO HEIGHT -   210.530 (meters)      690.71  (feet) ADJUSTED
 LB1187  ______________________________________________________________________
 LB1187  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 LB1187  DYNAMIC HEIGHT  -        210.434 (meters)      690.40  (feet) COMP
 LB1187  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 LB1187
 LB1187  VERT ORDER      -  SECOND    CLASS 0
 LB1187
 LB1187.The horizontal coordinates were scaled from a map and have
 LB1187.an estimated accuracy of +/- 6 seconds.
 LB1187
 LB1187.The orthometric height was determined by differential leveling and
 LB1187.adjusted by the NATIONAL GEODETIC SURVEY
 LB1187.in June 1991.
 LB1187
 LB1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1187.GEOID18 height accuracy estimate available here.
 LB1187
 LB1187.Click photographs - Photos may exist for this station.
 LB1187
 LB1187.The dynamic height is computed by dividing the NAVD 88
 LB1187.geopotential number by the normal gravity value computed on the
 LB1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1187.degrees latitude (g = 980.6199 gals.).
 LB1187
 LB1187.The modeled gravity was interpolated from observed gravity values.
 LB1187
 LB1187;                    North         East    Units  Estimated Accuracy
 LB1187;SPC IN W     -   614,180.      917,630.      MT  (+/- 180 meters Scaled)
 LB1187
 LB1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL105143(NAD 83)
 LB1187
 LB1187                          SUPERSEDED SURVEY CONTROL
 LB1187
 LB1187  NGVD 29 (??/??/92)  210.628  (m)          691.04   (f) ADJ UNCH    2 0
 LB1187
 LB1187.Superseded values are not recommended for survey control.
 LB1187
 LB1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1187.See file dsdata.pdf to determine how the superseded data were derived.
 LB1187
 LB1187_MARKER: DB = BENCH MARK DISK
 LB1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1187_STAMPING: B 30 1934
 LB1187_MARK LOGO: CGS
 LB1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1187+STABILITY: SURFACE MOTION
 LB1187
 LB1187  HISTORY     - Date     Condition        Report By
 LB1187  HISTORY     - 1934     MONUMENTED       CGS
 LB1187  HISTORY     - 20080220 POOR             ACCU
 LB1187
 LB1187                          STATION DESCRIPTION
 LB1187
 LB1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1187'1.9 MI N FROM REYNOLDS.
 LB1187'1.9 MILES NORTH ALONG THE CHICAGO TO LOUISVILLE DIVISION OF THE
 LB1187'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT
 LB1187'REYNOLDS, WHITE COUNTY, 16-1/2 RAILS NORTH OF MILEPOST 94, 29
 LB1187'YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 43, 10 YARDS SOUTH
 LB1187'OF THE CENTERLINE OF A GRAVEL-ROAD, 8 YARDS NORTH OF SIGNAL
 LB1187'TOWER 93.8, AND 5 YARDS EAST OF THE EAST RAIL.  A STANDARD
 LB1187'DISK, STAMPED B 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB1187'PROJECTING 10 INCHES ABOVE GROUND.
 LB1187
 LB1187                          STATION RECOVERY (2008)
 LB1187
 LB1187'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1187'TOP HAS BEEN BROKEN OFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0796 ***********************************************************************
 MD0796  DESIGNATION -  B 305
 MD0796  PID         -  MD0796
 MD0796  STATE/COUNTY-  IN/WHITLEY
 MD0796  COUNTRY     -  US
 MD0796  USGS QUAD   -  ARCOLA (2019)
 MD0796
 MD0796                         *CURRENT SURVEY CONTROL
 MD0796  ______________________________________________________________________
 MD0796* NAD 83(1986) POSITION- 41 05 22.     (N) 085 21 14.     (W)   SCALED
 MD0796* NAVD 88 ORTHO HEIGHT -   262.933 (meters)      862.64  (feet) ADJUSTED
 MD0796  ______________________________________________________________________
 MD0796  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 MD0796  DYNAMIC HEIGHT  -        262.829 (meters)      862.30  (feet) COMP
 MD0796  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 MD0796
 MD0796  VERT ORDER      -  SECOND    CLASS 0
 MD0796
 MD0796.The horizontal coordinates were scaled from a map and have
 MD0796.an estimated accuracy of +/- 6 seconds.
 MD0796
 MD0796.The orthometric height was determined by differential leveling and
 MD0796.adjusted by the NATIONAL GEODETIC SURVEY
 MD0796.in June 1991.
 MD0796
 MD0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0796.GEOID18 height accuracy estimate available here.
 MD0796
 MD0796.Click photographs - Photos may exist for this station.
 MD0796
 MD0796.The dynamic height is computed by dividing the NAVD 88
 MD0796.geopotential number by the normal gravity value computed on the
 MD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0796.degrees latitude (g = 980.6199 gals.).
 MD0796
 MD0796.The modeled gravity was interpolated from observed gravity values.
 MD0796
 MD0796;                    North         East    Units  Estimated Accuracy
 MD0796;SPC IN E     -   648,540.      126,280.      MT  (+/- 180 meters Scaled)
 MD0796
 MD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL382499(NAD 83)
 MD0796
 MD0796                          SUPERSEDED SURVEY CONTROL
 MD0796
 MD0796  NGVD 29 (??/??/92)  263.087  (m)          863.14   (f) ADJ UNCH    2 0
 MD0796
 MD0796.Superseded values are not recommended for survey control.
 MD0796
 MD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0796.See file dsdata.pdf to determine how the superseded data were derived.
 MD0796
 MD0796_MARKER: DB = BENCH MARK DISK
 MD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0796_STAMPING: B 305 1963
 MD0796_MARK LOGO: CGS
 MD0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0796+STABILITY: SURFACE MOTION
 MD0796
 MD0796  HISTORY     - Date     Condition        Report By
 MD0796  HISTORY     - 1963     MONUMENTED       CGS
 MD0796
 MD0796                          STATION DESCRIPTION
 MD0796
 MD0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0796'3.2 MI WSW FROM ARCOLA.
 MD0796'LOCATED ALONG BASS ROAD 3.2 MILES WEST-SOUTHWEST OF THE POST
 MD0796'OFFICE IN ARCOLA.  TO REACH THE MARK FROM THE POST OFFICE, GO
 MD0796'0.1 MILE WEST TO EME ROAD, THEN GO 0.9 MILE SOUTH ALONG EME ROAD
 MD0796'TO JUNCTION OF BASS ROAD, THENCE GO 3.0 MILES WEST ALONG BASS
 MD0796'ROAD TO MARK ON MR. RALPH HAUTHS LAND.  THE MARK IS ABOUT 500 FEET
 MD0796'EAST OF COUNTY ROAD 700E, 68.9 FEET EAST OF POWER AA-3/22, 63.2
 MD0796'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 44.6 FEET
 MD0796'NORTH-NORTHWEST OF A TELEPHONE POLE, 21.5 FEET NORTH OF THE
 MD0796'CENTERLINE OF THE ROAD, 2.9 FEET NORTHEAST OF A FENCE INTERSECTION
 MD0796'AND 2.1 FEET NORTH OF A WITNESS POST.  A STANDARD DISK, STAMPED
 MD0796'B 305 1963, SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT
 MD0796'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0580 ***********************************************************************
 JZ0580  DESIGNATION -  B 306
 JZ0580  PID         -  JZ0580
 JZ0580  STATE/COUNTY-  IN/DEARBORN
 JZ0580  COUNTRY     -  US
 JZ0580  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0580
 JZ0580                         *CURRENT SURVEY CONTROL
 JZ0580  ______________________________________________________________________
 JZ0580* NAD 83(1986) POSITION- 39 04 48.     (N) 084 52 16.     (W)   SCALED
 JZ0580* NAVD 88 ORTHO HEIGHT -   146.711 (meters)      481.33  (feet) ADJUSTED
 JZ0580  ______________________________________________________________________
 JZ0580  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 JZ0580  DYNAMIC HEIGHT  -        146.619 (meters)      481.03  (feet) COMP
 JZ0580  MODELED GRAVITY -    979,997.8   (mgal)                       NAVD 88
 JZ0580
 JZ0580  VERT ORDER      -  FIRST     CLASS II
 JZ0580
 JZ0580.The horizontal coordinates were scaled from a map and have
 JZ0580.an estimated accuracy of +/- 6 seconds.
 JZ0580
 JZ0580.The orthometric height was determined by differential leveling and
 JZ0580.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0580.in June 1991.
 JZ0580
 JZ0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0580.GEOID18 height accuracy estimate available here.
 JZ0580
 JZ0580.Click photographs - Photos may exist for this station.
 JZ0580
 JZ0580.The dynamic height is computed by dividing the NAVD 88
 JZ0580.geopotential number by the normal gravity value computed on the
 JZ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0580.degrees latitude (g = 980.6199 gals.).
 JZ0580
 JZ0580.The modeled gravity was interpolated from observed gravity values.
 JZ0580
 JZ0580;                    North         East    Units  Estimated Accuracy
 JZ0580;SPC IN E     -   425,680.      168,840.      MT  (+/- 180 meters Scaled)
 JZ0580
 JZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841278(NAD 83)
 JZ0580
 JZ0580                          SUPERSEDED SURVEY CONTROL
 JZ0580
 JZ0580  NGVD 29 (??/??/92)  146.921  (m)          482.02   (f) ADJ UNCH    1 2
 JZ0580
 JZ0580.Superseded values are not recommended for survey control.
 JZ0580
 JZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0580.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0580
 JZ0580_MARKER: DB = BENCH MARK DISK
 JZ0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0580_SP_SET: ABUTMENT
 JZ0580_STAMPING: B 306 1964
 JZ0580_MARK LOGO: CGS
 JZ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0580
 JZ0580  HISTORY     - Date     Condition        Report By
 JZ0580  HISTORY     - 1964     MONUMENTED       CGS
 JZ0580
 JZ0580                          STATION DESCRIPTION
 JZ0580
 JZ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0580'1.5 MI SW FROM LAWRENCEBURG.
 JZ0580'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0580'THE STATION AT LAWRENCEBURG, SET IN THE TOP NEAR THE SOUTHEAST
 JZ0580'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A 5 RAIL BRIDGE OVER
 JZ0580'TANNERS CREEK, 1.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JZ0580'ABUTMENT, 13.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT
 JZ0580'2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0441 ***********************************************************************
 KA0441  DESIGNATION -  B 308
 KA0441  PID         -  KA0441
 KA0441  STATE/COUNTY-  IN/MONROE
 KA0441  COUNTRY     -  US
 KA0441  USGS QUAD   -  BLOOMINGTON (2019)
 KA0441
 KA0441                         *CURRENT SURVEY CONTROL
 KA0441  ______________________________________________________________________
 KA0441* NAD 83(1986) POSITION- 39 09 46.     (N) 086 34 03.     (W)   SCALED
 KA0441* NAVD 88 ORTHO HEIGHT -   261.611 (meters)      858.30  (feet) ADJUSTED
 KA0441  ______________________________________________________________________
 KA0441  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 KA0441  DYNAMIC HEIGHT  -        261.450 (meters)      857.77  (feet) COMP
 KA0441  MODELED GRAVITY -    980,004.6   (mgal)                       NAVD 88
 KA0441
 KA0441  VERT ORDER      -  SECOND    CLASS 0
 KA0441
 KA0441.The horizontal coordinates were scaled from a map and have
 KA0441.an estimated accuracy of +/- 6 seconds.
 KA0441
 KA0441.The orthometric height was determined by differential leveling and
 KA0441.adjusted by the NATIONAL GEODETIC SURVEY
 KA0441.in June 1991.
 KA0441
 KA0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0441.GEOID18 height accuracy estimate available here.
 KA0441
 KA0441.Click photographs - Photos may exist for this station.
 KA0441
 KA0441.The dynamic height is computed by dividing the NAVD 88
 KA0441.geopotential number by the normal gravity value computed on the
 KA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0441.degrees latitude (g = 980.6199 gals.).
 KA0441
 KA0441.The modeled gravity was interpolated from observed gravity values.
 KA0441
 KA0441;                    North         East    Units  Estimated Accuracy
 KA0441;SPC IN W     -   434,690.      944,580.      MT  (+/- 180 meters Scaled)
 KA0441
 KA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ373349(NAD 83)
 KA0441
 KA0441                          SUPERSEDED SURVEY CONTROL
 KA0441
 KA0441  NGVD 29 (??/??/92)  261.723  (m)          858.67   (f) ADJ UNCH    2 0
 KA0441
 KA0441.Superseded values are not recommended for survey control.
 KA0441
 KA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0441.See file dsdata.pdf to determine how the superseded data were derived.
 KA0441
 KA0441_MARKER: DB = BENCH MARK DISK
 KA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0441_STAMPING: B 308 1964
 KA0441_MARK LOGO: CGS
 KA0441_PROJECTION: PROJECTING 30 CENTIMETERS
 KA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0441+STABILITY: SURFACE MOTION
 KA0441
 KA0441  HISTORY     - Date     Condition        Report By
 KA0441  HISTORY     - 1964     MONUMENTED       CGS
 KA0441  HISTORY     - 1973     GOOD             INDNR
 KA0441  HISTORY     - 1987     GOOD             USPSQD
 KA0441  HISTORY     - 20031004 GOOD             GEOCAC
 KA0441
 KA0441                          STATION DESCRIPTION
 KA0441
 KA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0441'1.5 MI W FROM BLOOMINGTON.
 KA0441'THE STATION IS LOCATED ABOUT .2 MILE SOUTHEAST OF THE WHITEHALL
 KA0441'CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 200 FEET EAST OF
 KA0441'MILEPOST 56, 35 FEET NORTH OF THE NORTH RAIL, 9.6 FEET SOUTH OF A
 KA0441'FENCELINE, 6.5 FEET EAST OF A TRANSMISSION POLE.  THE MARK IS
 KA0441'SET IN AN IRREGULAR 10-INCH CONCRETE CYLINDER PROJECTING ABOUT
 KA0441'1 FOOT ABOVE GROUND.
 KA0441
 KA0441                          STATION RECOVERY (1973)
 KA0441
 KA0441'RECOVERY NOTE BY IN DEPT OF NAT RES 1973
 KA0441'CHANGE DESCRIPTION FROM 0.2 MILE SE OF WHITEHALL CROSSING OF IC
 KA0441'RAILROAD TO 0.2 MI. SW OF CROSSING OF IC RAILROAD AND STATE ROAD 48.
 KA0441'CHANGE 200 FEET EAST OF MILEPOST 56 TO 200 FEET NE OF MILEPOST 58.
 KA0441
 KA0441                          STATION RECOVERY (1987)
 KA0441
 KA0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (CM)
 KA0441'RECOVERED IN GOOD CONDITION.
 KA0441
 KA0441                          STATION RECOVERY (2003)
 KA0441
 KA0441'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0441'RECOVERED AS DESCRIBED, GOOD CONDITION. LAT/LONG COORDINATES NEED
 KA0441'UPDATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0051 ***********************************************************************
 JA0051  DESIGNATION -  B 309
 JA0051  PID         -  JA0051
 JA0051  STATE/COUNTY-  IN/LAWRENCE
 JA0051  COUNTRY     -  US
 JA0051  USGS QUAD   -  MITCHELL (2019)
 JA0051
 JA0051                         *CURRENT SURVEY CONTROL
 JA0051  ______________________________________________________________________
 JA0051* NAD 83(1986) POSITION- 38 43 39.     (N) 086 29 04.     (W)   SCALED
 JA0051* NAVD 88 ORTHO HEIGHT -   215.016 (meters)      705.43  (feet) ADJUSTED
 JA0051  ______________________________________________________________________
 JA0051  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 JA0051  DYNAMIC HEIGHT  -        214.876 (meters)      704.97  (feet) COMP
 JA0051  MODELED GRAVITY -    979,972.6   (mgal)                       NAVD 88
 JA0051
 JA0051  VERT ORDER      -  FIRST     CLASS II
 JA0051
 JA0051.The horizontal coordinates were scaled from a map and have
 JA0051.an estimated accuracy of +/- 6 seconds.
 JA0051
 JA0051.The orthometric height was determined by differential leveling and
 JA0051.adjusted by the NATIONAL GEODETIC SURVEY
 JA0051.in June 1991.
 JA0051
 JA0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0051.GEOID18 height accuracy estimate available here.
 JA0051
 JA0051.Click photographs - Photos may exist for this station.
 JA0051
 JA0051.The dynamic height is computed by dividing the NAVD 88
 JA0051.geopotential number by the normal gravity value computed on the
 JA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0051.degrees latitude (g = 980.6199 gals.).
 JA0051
 JA0051.The modeled gravity was interpolated from observed gravity values.
 JA0051
 JA0051;                    North         East    Units  Estimated Accuracy
 JA0051;SPC IN W     -   386,420.      952,080.      MT  (+/- 180 meters Scaled)
 JA0051
 JA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH448866(NAD 83)
 JA0051
 JA0051                          SUPERSEDED SURVEY CONTROL
 JA0051
 JA0051  NGVD 29 (??/??/92)  215.129  (m)          705.80   (f) ADJ UNCH    1 2
 JA0051
 JA0051.Superseded values are not recommended for survey control.
 JA0051
 JA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0051.See file dsdata.pdf to determine how the superseded data were derived.
 JA0051
 JA0051_MARKER: DB = BENCH MARK DISK
 JA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0051_STAMPING: B 309 1965
 JA0051_MARK LOGO: CGS
 JA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0051+STABILITY: SURFACE MOTION
 JA0051
 JA0051  HISTORY     - Date     Condition        Report By
 JA0051  HISTORY     - 1965     MONUMENTED       CGS
 JA0051
 JA0051                          STATION DESCRIPTION
 JA0051
 JA0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0051'0.8 MI SW FROM MITCHELL.
 JA0051'ABOUT 0.8 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0051'FROM THE STATION AT MITCHELL, IN SECTION 2, T 3 N, R 1 W, 21
 JA0051'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF A
 JA0051'CONCRETE FOOTING BETWEEN TWO PILLARS OF THE STATE HIGHWAY 60 AND
 JA0051'37 OVERPASS AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1607 ***********************************************************************
 LB1607  DESIGNATION -  B 31
 LB1607  PID         -  LB1607
 LB1607  STATE/COUNTY-  IN/TIPPECANOE
 LB1607  COUNTRY     -  US
 LB1607  USGS QUAD   -  OTTERBEIN (2019)
 LB1607
 LB1607                         *CURRENT SURVEY CONTROL
 LB1607  ______________________________________________________________________
 LB1607* NAD 83(1986) POSITION- 40 28 27.     (N) 087 01 44.     (W)   SCALED
 LB1607* NAVD 88 ORTHO HEIGHT -   212.469 (meters)      697.08  (feet) ADJUSTED
 LB1607  ______________________________________________________________________
 LB1607  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 LB1607  DYNAMIC HEIGHT  -        212.367 (meters)      696.74  (feet) COMP
 LB1607  MODELED GRAVITY -    980,136.0   (mgal)                       NAVD 88
 LB1607
 LB1607  VERT ORDER      -  SECOND    CLASS 0
 LB1607
 LB1607.The horizontal coordinates were scaled from a map and have
 LB1607.an estimated accuracy of +/- 6 seconds.
 LB1607
 LB1607.The orthometric height was determined by differential leveling and
 LB1607.adjusted by the NATIONAL GEODETIC SURVEY
 LB1607.in June 1991.
 LB1607
 LB1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1607.GEOID18 height accuracy estimate available here.
 LB1607
 LB1607.Click photographs - Photos may exist for this station.
 LB1607
 LB1607.The dynamic height is computed by dividing the NAVD 88
 LB1607.geopotential number by the normal gravity value computed on the
 LB1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1607.degrees latitude (g = 980.6199 gals.).
 LB1607
 LB1607.The modeled gravity was interpolated from observed gravity values.
 LB1607
 LB1607;                    North         East    Units  Estimated Accuracy
 LB1607;SPC IN W     -   580,170.      904,620.      MT  (+/- 180 meters Scaled)
 LB1607
 LB1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975803(NAD 83)
 LB1607
 LB1607                          SUPERSEDED SURVEY CONTROL
 LB1607
 LB1607  NGVD 29 (??/??/92)  212.549  (m)          697.34   (f) ADJ UNCH    2 0
 LB1607
 LB1607.Superseded values are not recommended for survey control.
 LB1607
 LB1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1607.See file dsdata.pdf to determine how the superseded data were derived.
 LB1607
 LB1607_MARKER: DB = BENCH MARK DISK
 LB1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1607_STAMPING: B 31 1934
 LB1607_MARK LOGO: CGS
 LB1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1607+STABILITY: SURFACE MOTION
 LB1607
 LB1607  HISTORY     - Date     Condition        Report By
 LB1607  HISTORY     - 1934     MONUMENTED       CGS
 LB1607  HISTORY     - 1946     GOOD             CGS
 LB1607
 LB1607                          STATION DESCRIPTION
 LB1607
 LB1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1607'AT MONTMORENCI.
 LB1607'AT MONTMORENCI, TIPPECANOE COUNTY, ON THE NEW YORK, CHICAGO AND
 LB1607'ST. LOUIS RAILROAD, 66.9 FEET WEST OF THE WEST END OF THE STATION,
 LB1607'IN THE SOUTHEAST ANGLE OF A TAR-ROAD CROSSING, 24.6 FEET SOUTH
 LB1607'OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 14.7 FEET SOUTH OF THE
 LB1607'SOUTH RAIL OF A SIDING AT A GRAIN ELEVATOR, AND 12.1 FEET
 LB1607'SOUTHEAST OF A CROSSING SIGNAL.  A STANDARD DISK, STAMPED B 31
 LB1607'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1607'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0090 ***********************************************************************
 JA0090  HT_MOD      -  This is a Height Modernization Survey Station.
 JA0090  DESIGNATION -  B 310
 JA0090  PID         -  JA0090
 JA0090  STATE/COUNTY-  IN/ORANGE
 JA0090  COUNTRY     -  US
 JA0090  USGS QUAD   -  PAOLI (2019)
 JA0090
 JA0090                         *CURRENT SURVEY CONTROL
 JA0090  ______________________________________________________________________
 JA0090* NAD 83(2011) POSITION- 38 34 44.92093(N) 086 27 37.65212(W)   ADJUSTED
 JA0090* NAD 83(2011) ELLIP HT-   207.677 (meters)        (05/29/16)   ADJUSTED
 JA0090* NAD 83(2011) EPOCH   -  2010.00
 JA0090* NAVD 88 ORTHO HEIGHT -   241.00  (meters)      790.7   (feet) GPS OBS
 JA0090  ______________________________________________________________________
 JA0090  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JA0090  GEOID HEIGHT    -        -33.328 (meters)                     GEOID12B
 JA0090  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 JA0090  NAD 83(2011) X  -    308,239.683 (meters)                     COMP
 JA0090  NAD 83(2011) Y  - -4,983,233.745 (meters)                     COMP
 JA0090  NAD 83(2011) Z  -  3,956,030.798 (meters)                     COMP
 JA0090  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 JA0090
 JA0090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0090  Standards:
 JA0090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0090  -------------------------------------------------------------------
 JA0090  NETWORK    0.53   1.12           0.24   0.19   0.57      0.03758732
 JA0090  -------------------------------------------------------------------
 JA0090  Click here for local accuracies and other accuracy information.
 JA0090
 JA0090.The horizontal coordinates were established by GPS observations
 JA0090.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA0090
 JA0090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0090.been affixed to the stable North American tectonic plate. See 
 JA0090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0090
 JA0090.The horizontal coordinates are valid at the epoch date displayed above
 JA0090.which is a decimal equivalence of Year/Month/Day.
 JA0090
 JA0090.The orthometric height was determined by GPS observations and a
 JA0090.high-resolution geoid model using precise GPS observation and
 JA0090.processing techniques.
 JA0090
 JA0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0090.GEOID18 height accuracy estimate available here.
 JA0090
 JA0090.Click photographs - Photos may exist for this station.
 JA0090
 JA0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0090
 JA0090.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0090
 JA0090.The ellipsoidal height was determined by GPS observations
 JA0090.and is referenced to NAD 83.
 JA0090
 JA0090. The following values were computed from the NAD 83(2011) position.
 JA0090
 JA0090;                    North         East     Units Scale Factor Converg.
 JA0090;SPC IN W     -   369,962.056   954,273.981   MT  1.00000293   +0 23 18.4
 JA0090;SPC IN W     - 1,213,783.85  3,130,813.89   sFT  1.00000293   +0 23 18.4
 JA0090;UTM  16      - 4,270,213.493   546,995.465   MT  0.99962720   +0 20 11.3
 JA0090
 JA0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0090!SPC IN W     -   0.99996742  x   1.00000293  =   0.99997035
 JA0090!UTM  16      -   0.99996742  x   0.99962720  =   0.99959463
 JA0090
 JA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4699570213(NAD 83)
 JA0090
 JA0090                          SUPERSEDED SURVEY CONTROL
 JA0090
 JA0090  NAVD 88 (06/15/91)  240.941  (m)          790.49   (f) ADJUSTED    1 2
 JA0090  NGVD 29 (??/??/92)  241.042  (m)          790.82   (f) ADJ UNCH    1 2
 JA0090
 JA0090.Superseded values are not recommended for survey control.
 JA0090
 JA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0090.See file dsdata.pdf to determine how the superseded data were derived.
 JA0090
 JA0090_MARKER: DB = BENCH MARK DISK
 JA0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0090_STAMPING: B 310 1965
 JA0090_MARK LOGO: CGS
 JA0090_PROJECTION: RECESSED 13 CENTIMETERS
 JA0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0090+STABILITY: SURFACE MOTION
 JA0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0090+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2013
 JA0090
 JA0090  HISTORY     - Date     Condition        Report By
 JA0090  HISTORY     - 1965     MONUMENTED       CGS
 JA0090  HISTORY     - 20130718 GOOD             INDOT
 JA0090
 JA0090                          STATION DESCRIPTION
 JA0090
 JA0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0090'1.7 MI N FROM PAOLI.
 JA0090'ABOUT 1.45 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0090'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, THENCE 0.1 MILE
 JA0090'WEST ALONG A GRAVELED ROAD, THENCE 0.05 MILE NORTH ALONG U.S.
 JA0090'HIGHWAY 150, THENCE 0.1 MILE WEST ALONG THE PAOLI AIRPORT ROAD,
 JA0090'IN SECTION 25, T 2 N, R 1 W, 21 FEET SOUTHEAST OF THE NORTHEAST
 JA0090'CORNER OF THE AIRPORT OFFICE BUILDING, 9 FEET SOUTHEAST OF A
 JA0090'FENCE CORNER, ABOUT LEVEL WITH THE GROUND, AND SET IN THE TOP
 JA0090'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0090
 JA0090                          STATION RECOVERY (2013)
 JA0090
 JA0090'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA0090'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 JA0090'
 JA0090'MONUMENT IS NOW WITHIN A PLASTIC SLEEVE AND LOCATED 0.4 FT (12 CM)
 JA0090'BELOW THE SURFACE OF THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0686 ***********************************************************************
 JA0686  DESIGNATION -  B 311
 JA0686  PID         -  JA0686
 JA0686  STATE/COUNTY-  IN/MARTIN
 JA0686  COUNTRY     -  US
 JA0686  USGS QUAD   -  SHOALS (2019)
 JA0686
 JA0686                         *CURRENT SURVEY CONTROL
 JA0686  ______________________________________________________________________
 JA0686* NAD 83(1986) POSITION- 38 39 42.     (N) 086 46 22.     (W)   SCALED
 JA0686* NAVD 88 ORTHO HEIGHT -   142.942 (meters)      468.97  (feet) ADJUSTED
 JA0686  ______________________________________________________________________
 JA0686  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 JA0686  DYNAMIC HEIGHT  -        142.850 (meters)      468.67  (feet) COMP
 JA0686  MODELED GRAVITY -    979,977.9   (mgal)                       NAVD 88
 JA0686
 JA0686  VERT ORDER      -  FIRST     CLASS II
 JA0686
 JA0686.The horizontal coordinates were scaled from a map and have
 JA0686.an estimated accuracy of +/- 6 seconds.
 JA0686
 JA0686.The orthometric height was determined by differential leveling and
 JA0686.adjusted by the NATIONAL GEODETIC SURVEY
 JA0686.in June 1991.
 JA0686
 JA0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0686.GEOID18 height accuracy estimate available here.
 JA0686
 JA0686.Click photographs - Photos may exist for this station.
 JA0686
 JA0686.The dynamic height is computed by dividing the NAVD 88
 JA0686.geopotential number by the normal gravity value computed on the
 JA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0686.degrees latitude (g = 980.6199 gals.).
 JA0686
 JA0686.The modeled gravity was interpolated from observed gravity values.
 JA0686
 JA0686;                    North         East    Units  Estimated Accuracy
 JA0686;SPC IN W     -   378,980.      927,030.      MT  (+/- 180 meters Scaled)
 JA0686
 JA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH197792(NAD 83)
 JA0686
 JA0686                          SUPERSEDED SURVEY CONTROL
 JA0686
 JA0686  NGVD 29 (??/??/92)  143.069  (m)          469.39   (f) ADJ UNCH    1 2
 JA0686
 JA0686.Superseded values are not recommended for survey control.
 JA0686
 JA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0686.See file dsdata.pdf to determine how the superseded data were derived.
 JA0686
 JA0686_MARKER: DB = BENCH MARK DISK
 JA0686_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA0686_SP_SET: CULVERT WINGWALL
 JA0686_STAMPING: B 311 1965
 JA0686_MARK LOGO: CGS
 JA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0686+STABILITY: SURFACE MOTION
 JA0686
 JA0686  HISTORY     - Date     Condition        Report By
 JA0686  HISTORY     - 1965     MONUMENTED       CGS
 JA0686
 JA0686                          STATION DESCRIPTION
 JA0686
 JA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0686'1 MI E FROM SHOALS.
 JA0686'ABOUT 1.05 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0686'FROM THE STATION AT SHOALS, IN SECTION 29, T 3 N, R 3 W, ABOUT
 JA0686'0.15 MILE EAST OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 JA0686'23 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE CENTER OF THE
 JA0686'TOP OF THE NORTHEAST CONCRETE WINGWALL OF A RAILROAD CULVERT
 JA0686'OVER IRON CREEK, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A
 JA0686'PAVED ROAD, AND ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0829 ***********************************************************************
 JA0829  DESIGNATION -  B 312
 JA0829  PID         -  JA0829
 JA0829  STATE/COUNTY-  IN/DAVIESS
 JA0829  COUNTRY     -  US
 JA0829  USGS QUAD   -  WASHINGTON (2019)
 JA0829
 JA0829                         *CURRENT SURVEY CONTROL
 JA0829  ______________________________________________________________________
 JA0829* NAD 83(1986) POSITION- 38 40 07.     (N) 087 07 41.     (W)   SCALED
 JA0829* NAVD 88 ORTHO HEIGHT -   150.182 (meters)      492.72  (feet) ADJUSTED
 JA0829  ______________________________________________________________________
 JA0829  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 JA0829  DYNAMIC HEIGHT  -        150.086 (meters)      492.41  (feet) COMP
 JA0829  MODELED GRAVITY -    979,991.2   (mgal)                       NAVD 88
 JA0829
 JA0829  VERT ORDER      -  FIRST     CLASS II
 JA0829
 JA0829.The horizontal coordinates were scaled from a map and have
 JA0829.an estimated accuracy of +/- 6 seconds.
 JA0829
 JA0829.The orthometric height was determined by differential leveling and
 JA0829.adjusted by the NATIONAL GEODETIC SURVEY
 JA0829.in June 1991.
 JA0829
 JA0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0829.GEOID18 height accuracy estimate available here.
 JA0829
 JA0829.Click photographs - Photos may exist for this station.
 JA0829
 JA0829.The dynamic height is computed by dividing the NAVD 88
 JA0829.geopotential number by the normal gravity value computed on the
 JA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0829.degrees latitude (g = 980.6199 gals.).
 JA0829
 JA0829.The modeled gravity was interpolated from observed gravity values.
 JA0829
 JA0829;                    North         East    Units  Estimated Accuracy
 JA0829;SPC IN W     -   379,710.      896,110.      MT  (+/- 180 meters Scaled)
 JA0829
 JA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH888800(NAD 83)
 JA0829
 JA0829                          SUPERSEDED SURVEY CONTROL
 JA0829
 JA0829  NGVD 29 (??/??/92)  150.311  (m)          493.15   (f) ADJ UNCH    1 2
 JA0829
 JA0829.Superseded values are not recommended for survey control.
 JA0829
 JA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0829.See file dsdata.pdf to determine how the superseded data were derived.
 JA0829
 JA0829_MARKER: DB = BENCH MARK DISK
 JA0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0829_STAMPING: B 312 1965
 JA0829_MARK LOGO: CGS
 JA0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0829+STABILITY: SURFACE MOTION
 JA0829
 JA0829  HISTORY     - Date     Condition        Report By
 JA0829  HISTORY     - 1965     MONUMENTED       CGS
 JA0829
 JA0829                          STATION DESCRIPTION
 JA0829
 JA0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0829'3.2 MI NE FROM WASHINGTON.
 JA0829'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0829'THE STATION AT WASHINGTON, THENCE 0.6 MILE NORTH ALONG A DIRT
 JA0829'AND GRAVELED FARM ROAD, IN SECTION 30, T 3 N, R 6 W, AT A JUNCTION
 JA0829'OF THE FARM ROAD AND A PAVED ROAD, 12 FEET EAST OF THE CENTER
 JA0829'LINE OF THE FARM ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 JA0829'PAVED ROAD, 1.8 FEET NORTHWEST OF A CORNER FENCE POST, 1.2 FEET
 JA0829'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JA0829'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0829'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1547 ***********************************************************************
 JA1547  DESIGNATION -  B 313 RESET
 JA1547  PID         -  JA1547
 JA1547  STATE/COUNTY-  IN/CRAWFORD
 JA1547  COUNTRY     -  US
 JA1547  USGS QUAD   -  BEECHWOOD (2019)
 JA1547
 JA1547                         *CURRENT SURVEY CONTROL
 JA1547  ______________________________________________________________________
 JA1547* NAD 83(1986) POSITION- 38 12 12.1    (N) 086 24 14.2    (W)   HD_HELD2
 JA1547* NAVD 88 ORTHO HEIGHT -   133.12  (meters)      436.7   (feet) RESET
 JA1547  ______________________________________________________________________
 JA1547  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 JA1547  VERT ORDER      -  THIRD
 JA1547
 JA1547.The horizontal coordinates were established by autonomous hand held GPS
 JA1547.observations and have an estimated accuracy of +/- 10 meters.
 JA1547
 JA1547.The orthometric height was computed from unverified reset data.
 JA1547
 JA1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1547.GEOID18 height accuracy estimate available here.
 JA1547
 JA1547.Click photographs - Photos may exist for this station.
 JA1547
 JA1547;                    North         East    Units  Estimated Accuracy
 JA1547;SPC IN W     -   328,284.      959,506.      MT  (+/- 10 meters HH2 GPS)
 JA1547
 JA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5218728546(NAD 83)
 JA1547
 JA1547                          SUPERSEDED SURVEY CONTROL
 JA1547
 JA1547  NGVD 29 (08/22/16)  133.24   (m)          437.1    (f) RESET       3  
 JA1547
 JA1547.Superseded values are not recommended for survey control.
 JA1547
 JA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1547.See file dsdata.pdf to determine how the superseded data were derived.
 JA1547
 JA1547_MARKER: DV = VERTICAL CONTROL DISK
 JA1547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1547_SP_SET: BRIDGE
 JA1547_STAMPING: B 313 RESET 1981
 JA1547_MARK LOGO: NGS
 JA1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1547
 JA1547  HISTORY     - Date     Condition        Report By
 JA1547  HISTORY     - 1981     MONUMENTED       INHD
 JA1547  HISTORY     - 20091223 GOOD             GEOCAC
 JA1547  HISTORY     - 20170930 GOOD             GEOCAC
 JA1547
 JA1547                          STATION DESCRIPTION
 JA1547
 JA1547'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1981
 JA1547'4.95 MI EAST FROM SULPHUR.
 JA1547'4.95 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN
 JA1547'SULPHUR, OR ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 62 FROM THE
 JA1547'POST OFFICE IN LEAVENWORTH, IN SOUTHWEST CORNER OF BRIDGE FLOOR,
 JA1547'19.0 FEET RIGHT OF CENTERLINE BEHIND ALUMINUM.
 JA1547
 JA1547                          STATION RECOVERY (2009)
 JA1547
 JA1547'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA1547'19.0 FEET SOUTH OF THE BRIDGE CENTERLINE, BEHIND THE ALUMINUM
 JA1547'GUARDRAIL.
 JA1547
 JA1547                          STATION RECOVERY (2017)
 JA1547
 JA1547'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0846 ***********************************************************************
 JA0846  DESIGNATION -  B 314
 JA0846  PID         -  JA0846
 JA0846  STATE/COUNTY-  IN/DAVIESS
 JA0846  COUNTRY     -  US
 JA0846  USGS QUAD   -  WASHINGTON (2019)
 JA0846
 JA0846                         *CURRENT SURVEY CONTROL
 JA0846  ______________________________________________________________________
 JA0846* NAD 83(1986) POSITION- 38 39 27.78   (N) 087 12 44.67   (W)   HD_HELD1
 JA0846* NAVD 88 ORTHO HEIGHT -   142.587 (meters)      467.80  (feet) ADJUSTED
 JA0846  ______________________________________________________________________
 JA0846  GEOID HEIGHT    -        -32.252 (meters)                     GEOID18
 JA0846  DYNAMIC HEIGHT  -        142.496 (meters)      467.51  (feet) COMP
 JA0846  MODELED GRAVITY -    979,991.4   (mgal)                       NAVD 88
 JA0846
 JA0846  VERT ORDER      -  FIRST     CLASS II
 JA0846
 JA0846.The horizontal coordinates were determined by differentially corrected
 JA0846.hand held GPS observations or other comparable positioning techniques
 JA0846.and have an estimated accuracy of +/- 3 meters.
 JA0846
 JA0846.The orthometric height was determined by differential leveling and
 JA0846.adjusted by the NATIONAL GEODETIC SURVEY
 JA0846.in June 1991.
 JA0846
 JA0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0846.GEOID18 height accuracy estimate available here.
 JA0846
 JA0846.Click photographs - Photos may exist for this station.
 JA0846
 JA0846.The dynamic height is computed by dividing the NAVD 88
 JA0846.geopotential number by the normal gravity value computed on the
 JA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0846.degrees latitude (g = 980.6199 gals.).
 JA0846
 JA0846.The modeled gravity was interpolated from observed gravity values.
 JA0846
 JA0846;                    North         East    Units  Estimated Accuracy
 JA0846;SPC IN W     -   378,507.8     888,765.4     MT  (+/- 3 meters HH1 GPS) 
 JA0846
 JA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8151878815(NAD 83)
 JA0846
 JA0846                          SUPERSEDED SURVEY CONTROL
 JA0846
 JA0846  NGVD 29 (??/??/92)  142.718  (m)          468.23   (f) ADJ UNCH    1 2
 JA0846
 JA0846.Superseded values are not recommended for survey control.
 JA0846
 JA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0846.See file dsdata.pdf to determine how the superseded data were derived.
 JA0846
 JA0846_MARKER: DB = BENCH MARK DISK
 JA0846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0846_STAMPING: B 314 1965
 JA0846_MARK LOGO: CGS
 JA0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0846
 JA0846  HISTORY     - Date     Condition        Report By
 JA0846  HISTORY     - 1965     MONUMENTED       CGS
 JA0846  HISTORY     - 1986     GOOD             NGS
 JA0846
 JA0846                          STATION DESCRIPTION
 JA0846
 JA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0846'2 MI W FROM WASHINGTON.
 JA0846'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0846'THE STATION AT WASHINGTON, IN SECTION 29, T 3 N, R 7 W, 4 POLES
 JA0846'EAST OF MILEPOST 171-30, 33 FEET SOUTH OF THE SOUTH RAIL OF THE
 JA0846'MAIN TRACK, SOUTH AND ACROSS THE TRACKS FROM THE OAK GROVE
 JA0846'CEMETERY WHICH IS LOCATED ON A HILL 174 FEET WEST OF THE CENTER
 JA0846'LINE OF A PAVED ROAD, 43 FEET EAST OF TELEPHONE POLE NUMBER
 JA0846'E-4, 10 1/2 FEET NORTHEAST OF A 12-INCH COTTONWOOD TREE, 4 1/2
 JA0846'FEET NORTH OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 JA0846'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF
 JA0846'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET
 JA0846'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA0846
 JA0846                          STATION RECOVERY (1986)
 JA0846
 JA0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0846'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA0846'RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0930 ***********************************************************************
 JA0930  DESIGNATION -  B 315
 JA0930  PID         -  JA0930
 JA0930  STATE/COUNTY-  IN/PIKE
 JA0930  COUNTRY     -  US
 JA0930  USGS QUAD   -  MONROE CITY (2019)
 JA0930
 JA0930                         *CURRENT SURVEY CONTROL
 JA0930  ______________________________________________________________________
 JA0930* NAD 83(1986) POSITION- 38 31 36.     (N) 087 15 06.     (W)   SCALED
 JA0930* NAVD 88 ORTHO HEIGHT -   133.090 (meters)      436.65  (feet) ADJUSTED
 JA0930  ______________________________________________________________________
 JA0930  GEOID HEIGHT    -        -32.089 (meters)                     GEOID18
 JA0930  DYNAMIC HEIGHT  -        133.004 (meters)      436.36  (feet) COMP
 JA0930  MODELED GRAVITY -    979,977.1   (mgal)                       NAVD 88
 JA0930
 JA0930  VERT ORDER      -  FIRST     CLASS II
 JA0930
 JA0930.The horizontal coordinates were scaled from a map and have
 JA0930.an estimated accuracy of +/- 6 seconds.
 JA0930
 JA0930.The orthometric height was determined by differential leveling and
 JA0930.adjusted by the NATIONAL GEODETIC SURVEY
 JA0930.in June 1991.
 JA0930
 JA0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0930.GEOID18 height accuracy estimate available here.
 JA0930
 JA0930.Click photographs - Photos may exist for this station.
 JA0930
 JA0930.The dynamic height is computed by dividing the NAVD 88
 JA0930.geopotential number by the normal gravity value computed on the
 JA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0930.degrees latitude (g = 980.6199 gals.).
 JA0930
 JA0930.The modeled gravity was interpolated from observed gravity values.
 JA0930
 JA0930;                    North         East    Units  Estimated Accuracy
 JA0930;SPC IN W     -   363,970.      885,320.      MT  (+/- 180 meters Scaled)
 JA0930
 JA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH780642(NAD 83)
 JA0930
 JA0930                          SUPERSEDED SURVEY CONTROL
 JA0930
 JA0930  NGVD 29 (??/??/92)  133.229  (m)          437.10   (f) ADJ UNCH    1 2
 JA0930
 JA0930.Superseded values are not recommended for survey control.
 JA0930
 JA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0930.See file dsdata.pdf to determine how the superseded data were derived.
 JA0930
 JA0930_MARKER: DB = BENCH MARK DISK
 JA0930_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0930_SP_SET: BASIN
 JA0930_STAMPING: B 315 1965
 JA0930_MARK LOGO: CGS
 JA0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0930
 JA0930  HISTORY     - Date     Condition        Report By
 JA0930  HISTORY     - 1965     MONUMENTED       CGS
 JA0930  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0930
 JA0930                          STATION DESCRIPTION
 JA0930
 JA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0930'3.4 MI NE FROM PETERSBURG.
 JA0930'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0930'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0930'STREET, THENCE 3.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0930'RAILROAD, 190 FEET SOUTH OF A STEEL MESH FENCE AROUND A SMALL
 JA0930'FILTERING BASIN, SET IN THE TOP OF THE CONCRETE RETAINING WALL
 JA0930'OF THE BASIN, 62 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JA0930'1.2 FEET NORTH OF A PIPE FENCE CORNER, ABOUT 1 1/2 FEET ABOVE THE
 JA0930'LEVEL OF THE GROUND, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 JA0930'TRACK.
 JA0930
 JA0930                          STATION RECOVERY (1985)
 JA0930
 JA0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0930'THE POWER PLANT MANAGER STATED THAT THE MARK WAS DESTROYED BY
 JA0930'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1066 ***********************************************************************
 JA1066  DESIGNATION -  B 316
 JA1066  PID         -  JA1066
 JA1066  STATE/COUNTY-  IN/GIBSON
 JA1066  COUNTRY     -  US
 JA1066  USGS QUAD   -  OAKLAND CITY (2019)
 JA1066
 JA1066                         *CURRENT SURVEY CONTROL
 JA1066  ______________________________________________________________________
 JA1066* NAD 83(1986) POSITION- 38 19 08.     (N) 087 21 22.     (W)   SCALED
 JA1066* NAVD 88 ORTHO HEIGHT -   132.192 (meters)      433.70  (feet) ADJUSTED
 JA1066  ______________________________________________________________________
 JA1066  GEOID HEIGHT    -        -31.727 (meters)                     GEOID18
 JA1066  DYNAMIC HEIGHT  -        132.104 (meters)      433.41  (feet) COMP
 JA1066  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 JA1066
 JA1066  VERT ORDER      -  FIRST     CLASS II
 JA1066
 JA1066.The horizontal coordinates were scaled from a map and have
 JA1066.an estimated accuracy of +/- 6 seconds.
 JA1066
 JA1066.The orthometric height was determined by differential leveling and
 JA1066.adjusted by the NATIONAL GEODETIC SURVEY
 JA1066.in June 1991.
 JA1066
 JA1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1066.GEOID18 height accuracy estimate available here.
 JA1066
 JA1066.Click photographs - Photos may exist for this station.
 JA1066
 JA1066.The dynamic height is computed by dividing the NAVD 88
 JA1066.geopotential number by the normal gravity value computed on the
 JA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1066.degrees latitude (g = 980.6199 gals.).
 JA1066
 JA1066.The modeled gravity was interpolated from observed gravity values.
 JA1066
 JA1066;                    North         East    Units  Estimated Accuracy
 JA1066;SPC IN W     -   340,930.      876,150.      MT  (+/- 180 meters Scaled)
 JA1066
 JA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH688412(NAD 83)
 JA1066
 JA1066                          SUPERSEDED SURVEY CONTROL
 JA1066
 JA1066  NGVD 29 (??/??/92)  132.315  (m)          434.10   (f) ADJ UNCH    1 2
 JA1066
 JA1066.Superseded values are not recommended for survey control.
 JA1066
 JA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1066.See file dsdata.pdf to determine how the superseded data were derived.
 JA1066
 JA1066_MARKER: DB = BENCH MARK DISK
 JA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1066_STAMPING: B 316 1965
 JA1066_MARK LOGO: CGS
 JA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1066+STABILITY: SURFACE MOTION
 JA1066
 JA1066  HISTORY     - Date     Condition        Report By
 JA1066  HISTORY     - 1965     MONUMENTED       CGS
 JA1066  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1066
 JA1066                          STATION DESCRIPTION
 JA1066
 JA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1066'1.6 MI SW FROM OAKLAND CITY.
 JA1066'ABOUT 1.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1066'FROM THE STATION AT OAKLAND CITY, OR 1 BLOCK NORTHWEST ALONG
 JA1066'COUNTY ROAD 540 S FROM THE POST OFFICE AT SOMERVILLE, THENCE 3.35
 JA1066'MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, 133 FEET
 JA1066'WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JA1066'GRAVELED ROAD, 102 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 JA1066'45 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.4 FEET SOUTHEAST OF A
 JA1066'FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 9 FEET
 JA1066'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA1066'POST PROJECTING 6 INCHES.
 JA1066
 JA1066                          STATION RECOVERY (1985)
 JA1066
 JA1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0561 ***********************************************************************
 HA0561  DESIGNATION -  B 318
 HA0561  PID         -  HA0561
 HA0561  STATE/COUNTY-  IN/SPENCER
 HA0561  COUNTRY     -  US
 HA0561  USGS QUAD   -  ROCKPORT (2019)
 HA0561
 HA0561                         *CURRENT SURVEY CONTROL
 HA0561  ______________________________________________________________________
 HA0561* NAD 83(1986) POSITION- 37 59 18.     (N) 087 02 19.     (W)   SCALED
 HA0561* NAVD 88 ORTHO HEIGHT -   125.877 (meters)      412.98  (feet) ADJUSTED
 HA0561  ______________________________________________________________________
 HA0561  GEOID HEIGHT    -        -31.358 (meters)                     GEOID18
 HA0561  DYNAMIC HEIGHT  -        125.793 (meters)      412.71  (feet) COMP
 HA0561  MODELED GRAVITY -    979,962.0   (mgal)                       NAVD 88
 HA0561
 HA0561  VERT ORDER      -  FIRST     CLASS II
 HA0561
 HA0561.The horizontal coordinates were scaled from a map and have
 HA0561.an estimated accuracy of +/- 6 seconds.
 HA0561
 HA0561.The orthometric height was determined by differential leveling and
 HA0561.adjusted by the NATIONAL GEODETIC SURVEY
 HA0561.in June 1991.
 HA0561
 HA0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0561.GEOID18 height accuracy estimate available here.
 HA0561
 HA0561.Click photographs - Photos may exist for this station.
 HA0561
 HA0561.The dynamic height is computed by dividing the NAVD 88
 HA0561.geopotential number by the normal gravity value computed on the
 HA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0561.degrees latitude (g = 980.6199 gals.).
 HA0561
 HA0561.The modeled gravity was interpolated from observed gravity values.
 HA0561
 HA0561;                    North         East    Units  Estimated Accuracy
 HA0561;SPC IN W     -   304,200.      903,930.      MT  (+/- 180 meters Scaled)
 HA0561
 HA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH966045(NAD 83)
 HA0561
 HA0561                          SUPERSEDED SURVEY CONTROL
 HA0561
 HA0561  NGVD 29 (??/??/92)  125.977  (m)          413.31   (f) ADJ UNCH    1 2
 HA0561
 HA0561.Superseded values are not recommended for survey control.
 HA0561
 HA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0561.See file dsdata.pdf to determine how the superseded data were derived.
 HA0561
 HA0561_MARKER: DB = BENCH MARK DISK
 HA0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0561_STAMPING: B 318 1965
 HA0561_MARK LOGO: CGS
 HA0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0561+STABILITY: SURFACE MOTION
 HA0561
 HA0561  HISTORY     - Date     Condition        Report By
 HA0561  HISTORY     - 1965     MONUMENTED       CGS
 HA0561  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 HA0561
 HA0561                          STATION DESCRIPTION
 HA0561
 HA0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0561'1.9 MI S FROM CHRISNEY.
 HA0561'ABOUT 1.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0561'OFFICE AT CHRISNEY, IN SECTION 23, T 6 S, R 6 W, 42 FEET SOUTHWEST
 HA0561'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 78 FEET EAST OF
 HA0561'A HIGH VOLTAGE POWER POLE NUMBER Y 72-87, 48 FEET EAST OF A
 HA0561'POWER POLE, 32 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 HA0561'22 FEET WEST OF THE WEST RAIL, 2.0 FEET EAST OF A METAL WITNESS
 HA0561'POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF
 HA0561'A CONCRETE POST PROJECTING 7 INCHES.
 HA0561
 HA0561                          STATION RECOVERY (2022)
 HA0561
 HA0561'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1012 ***********************************************************************
 JZ1012  DESIGNATION -  B 319
 JZ1012  PID         -  JZ1012
 JZ1012  STATE/COUNTY-  IN/OHIO
 JZ1012  COUNTRY     -  US
 JZ1012  USGS QUAD   -  AURORA (2019)
 JZ1012
 JZ1012                         *CURRENT SURVEY CONTROL
 JZ1012  ______________________________________________________________________
 JZ1012* NAD 83(1986) POSITION- 39 00 33.     (N) 084 52 36.     (W)   SCALED
 JZ1012* NAVD 88 ORTHO HEIGHT -   148.168 (meters)      486.11  (feet) ADJUSTED
 JZ1012  ______________________________________________________________________
 JZ1012  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1012  DYNAMIC HEIGHT  -        148.075 (meters)      485.81  (feet) COMP
 JZ1012  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JZ1012
 JZ1012  VERT ORDER      -  FIRST     CLASS II
 JZ1012
 JZ1012.The horizontal coordinates were scaled from a map and have
 JZ1012.an estimated accuracy of +/- 6 seconds.
 JZ1012
 JZ1012.The orthometric height was determined by differential leveling and
 JZ1012.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1012.in June 1991.
 JZ1012
 JZ1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1012.GEOID18 height accuracy estimate available here.
 JZ1012
 JZ1012.Click photographs - Photos may exist for this station.
 JZ1012
 JZ1012.The dynamic height is computed by dividing the NAVD 88
 JZ1012.geopotential number by the normal gravity value computed on the
 JZ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1012.degrees latitude (g = 980.6199 gals.).
 JZ1012
 JZ1012.The modeled gravity was interpolated from observed gravity values.
 JZ1012
 JZ1012;                    North         East    Units  Estimated Accuracy
 JZ1012;SPC IN E     -   417,810.      168,420.      MT  (+/- 180 meters Scaled)
 JZ1012
 JZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ838199(NAD 83)
 JZ1012
 JZ1012                          SUPERSEDED SURVEY CONTROL
 JZ1012
 JZ1012  NGVD 29 (??/??/92)  148.376  (m)          486.80   (f) ADJ UNCH    1 2
 JZ1012
 JZ1012.Superseded values are not recommended for survey control.
 JZ1012
 JZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1012.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1012
 JZ1012_MARKER: DB = BENCH MARK DISK
 JZ1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1012_SP_SET: BRIDGE
 JZ1012_STAMPING: B 319 1965
 JZ1012_MARK LOGO: CGS
 JZ1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1012
 JZ1012  HISTORY     - Date     Condition        Report By
 JZ1012  HISTORY     - 1965     MONUMENTED       CGS
 JZ1012
 JZ1012                          STATION DESCRIPTION
 JZ1012
 JZ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JZ1012'3.6 MI SE FROM AURORA.
 JZ1012'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1012'AT AURORA, IN SECTION 16, T 4 N, R 1 W, 79 FEET SOUTH OF THE
 JZ1012'CENTER OF THE INTERSECTIN OF THE HIGHWAY AND THUERMER HOLLOW
 JZ1012'ROAD, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 JZ1012'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 JZ1012'CONCRETE BRIDGE OVER THUERMER HOLLOW CREEK ABOUT 1/2 FOOT ABOVE
 JZ1012'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1022 ***********************************************************************
 HZ1022  DESIGNATION -  B 320
 HZ1022  PID         -  HZ1022
 HZ1022  STATE/COUNTY-  IN/SWITZERLAND
 HZ1022  COUNTRY     -  US
 HZ1022  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1022
 HZ1022                         *CURRENT SURVEY CONTROL
 HZ1022  ______________________________________________________________________
 HZ1022* NAD 83(1986) POSITION- 38 46 20.     (N) 085 00 17.     (W)   SCALED
 HZ1022* NAVD 88 ORTHO HEIGHT -   146.537 (meters)      480.76  (feet) ADJUSTED
 HZ1022  ______________________________________________________________________
 HZ1022  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 HZ1022  DYNAMIC HEIGHT  -        146.444 (meters)      480.46  (feet) COMP
 HZ1022  MODELED GRAVITY -    979,987.7   (mgal)                       NAVD 88
 HZ1022
 HZ1022  VERT ORDER      -  FIRST     CLASS II
 HZ1022
 HZ1022.The horizontal coordinates were scaled from a map and have
 HZ1022.an estimated accuracy of +/- 6 seconds.
 HZ1022
 HZ1022.The orthometric height was determined by differential leveling and
 HZ1022.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1022.in June 1991.
 HZ1022
 HZ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1022.GEOID18 height accuracy estimate available here.
 HZ1022
 HZ1022.Click photographs - Photos may exist for this station.
 HZ1022
 HZ1022.The dynamic height is computed by dividing the NAVD 88
 HZ1022.geopotential number by the normal gravity value computed on the
 HZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1022.degrees latitude (g = 980.6199 gals.).
 HZ1022
 HZ1022.The modeled gravity was interpolated from observed gravity values.
 HZ1022
 HZ1022;                    North         East    Units  Estimated Accuracy
 HZ1022;SPC IN E     -   391,420.      157,520.      MT  (+/- 180 meters Scaled)
 HZ1022
 HZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH733933(NAD 83)
 HZ1022
 HZ1022                          SUPERSEDED SURVEY CONTROL
 HZ1022
 HZ1022  NGVD 29 (??/??/92)  146.724  (m)          481.38   (f) ADJ UNCH    1 2
 HZ1022
 HZ1022.Superseded values are not recommended for survey control.
 HZ1022
 HZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1022.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1022
 HZ1022_MARKER: DB = BENCH MARK DISK
 HZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1022_STAMPING: B 320 1965
 HZ1022_MARK LOGO: CGS
 HZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1022+STABILITY: SURFACE MOTION
 HZ1022
 HZ1022  HISTORY     - Date     Condition        Report By
 HZ1022  HISTORY     - 1965     MONUMENTED       CGS
 HZ1022
 HZ1022                          STATION DESCRIPTION
 HZ1022
 HZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1022'4 MI NE FROM VEVAY.
 HZ1022'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE COURTHOUSE
 HZ1022'AT VEVAY, OR ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 156 FROM
 HZ1022'THE POST OFFICE AT FLORENCE, IN SECTION 9, T 1 N, R 2 W, 67 1/2
 HZ1022'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 HZ1022'NORTHEAST OF THE EAST CORNER OF A HOUSE, 52 1/2 FEET NORTH OF A
 HZ1022'24-INCH HACKBERRY TREE, 25 FEET NORTH OF THE CENTER LINE OF A
 HZ1022'PRIVATE DRIVEWAY, 17 1/2 FEET SOUTHEAST OF A POWER POLE WHICH
 HZ1022'IS BEARING A TRANSFORMER AND IS BRACED WITH TWO GUY WIRES, 0.9 FOOT
 HZ1022'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL
 HZ1022'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1022'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1058 ***********************************************************************
 HZ1058  DESIGNATION -  B 321
 HZ1058  PID         -  HZ1058
 HZ1058  STATE/COUNTY-  IN/JEFFERSON
 HZ1058  COUNTRY     -  US
 HZ1058  USGS QUAD   -  MADISON WEST (2019)
 HZ1058
 HZ1058                         *CURRENT SURVEY CONTROL
 HZ1058  ______________________________________________________________________
 HZ1058* NAD 83(1986) POSITION- 38 44 12.     (N) 085 26 27.     (W)   SCALED
 HZ1058* NAVD 88 ORTHO HEIGHT -   211.568 (meters)      694.12  (feet) ADJUSTED
 HZ1058  ______________________________________________________________________
 HZ1058  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 HZ1058  DYNAMIC HEIGHT  -        211.429 (meters)      693.66  (feet) COMP
 HZ1058  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 HZ1058
 HZ1058  VERT ORDER      -  FIRST     CLASS II
 HZ1058
 HZ1058.The horizontal coordinates were scaled from a map and have
 HZ1058.an estimated accuracy of +/- 6 seconds.
 HZ1058
 HZ1058.The orthometric height was determined by differential leveling and
 HZ1058.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1058.in June 1991.
 HZ1058
 HZ1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1058.GEOID18 height accuracy estimate available here.
 HZ1058
 HZ1058.Click photographs - Photos may exist for this station.
 HZ1058
 HZ1058.The dynamic height is computed by dividing the NAVD 88
 HZ1058.geopotential number by the normal gravity value computed on the
 HZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1058.degrees latitude (g = 980.6199 gals.).
 HZ1058
 HZ1058.The modeled gravity was interpolated from observed gravity values.
 HZ1058
 HZ1058;                    North         East    Units  Estimated Accuracy
 HZ1058;SPC IN E     -   387,290.      119,640.      MT  (+/- 180 meters Scaled)
 HZ1058
 HZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH355887(NAD 83)
 HZ1058
 HZ1058                          SUPERSEDED SURVEY CONTROL
 HZ1058
 HZ1058  NGVD 29 (??/??/92)  211.731  (m)          694.65   (f) ADJ UNCH    1 2
 HZ1058
 HZ1058.Superseded values are not recommended for survey control.
 HZ1058
 HZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1058.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1058
 HZ1058_MARKER: DB = BENCH MARK DISK
 HZ1058_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1058_STAMPING: B 321 1965
 HZ1058_MARK LOGO: CGS
 HZ1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1058+STABILITY: POSITION/ELEVATION WELL
 HZ1058
 HZ1058  HISTORY     - Date     Condition        Report By
 HZ1058  HISTORY     - 1965     MONUMENTED       CGS
 HZ1058
 HZ1058                          STATION DESCRIPTION
 HZ1058
 HZ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1058'3.6 MI W FROM MADISON.
 HZ1058'3.6 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1058'AT MADISON, IN SECTION 5, T 3 N, R 10 E, 28 FEET SOUTH OF THE
 HZ1058'CENTER LINE OF THE HIGHWAY, 60 YARDS EAST OF THE CENTER LINE
 HZ1058'OF A PRIVATE DRIVEWAY LEDING SOUTHEAST, SET VERTICALLY IN THE
 HZ1058'NORTH FACE OF THE SOUTH ROCK CLIFT OF A DEEP CUT, AND ABOUT
 HZ1058'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1613 ***********************************************************************
 HZ1613  DESIGNATION -  B 322
 HZ1613  PID         -  HZ1613
 HZ1613  STATE/COUNTY-  IN/CLARK
 HZ1613  COUNTRY     -  US
 HZ1613  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1613
 HZ1613                         *CURRENT SURVEY CONTROL
 HZ1613  ______________________________________________________________________
 HZ1613* NAD 83(1986) POSITION- 38 27 17.     (N) 085 37 56.     (W)   SCALED
 HZ1613* NAVD 88 ORTHO HEIGHT -   138.979 (meters)      455.97  (feet) ADJUSTED
 HZ1613  ______________________________________________________________________
 HZ1613  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 HZ1613  DYNAMIC HEIGHT  -        138.886 (meters)      455.66  (feet) COMP
 HZ1613  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 HZ1613
 HZ1613  VERT ORDER      -  FIRST     CLASS II
 HZ1613
 HZ1613.The horizontal coordinates were scaled from a map and have
 HZ1613.an estimated accuracy of +/- 6 seconds.
 HZ1613
 HZ1613.The orthometric height was determined by differential leveling and
 HZ1613.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1613.in June 1991.
 HZ1613
 HZ1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1613.GEOID18 height accuracy estimate available here.
 HZ1613
 HZ1613.Click photographs - Photos may exist for this station.
 HZ1613
 HZ1613.The dynamic height is computed by dividing the NAVD 88
 HZ1613.geopotential number by the normal gravity value computed on the
 HZ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1613.degrees latitude (g = 980.6199 gals.).
 HZ1613
 HZ1613.The modeled gravity was interpolated from observed gravity values.
 HZ1613
 HZ1613;                    North         East    Units  Estimated Accuracy
 HZ1613;SPC IN E     -   355,970.      103,010.      MT  (+/- 180 meters Scaled)
 HZ1613
 HZ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH193571(NAD 83)
 HZ1613
 HZ1613                          SUPERSEDED SURVEY CONTROL
 HZ1613
 HZ1613  NGVD 29 (??/??/92)  139.139  (m)          456.49   (f) ADJ UNCH    1 2
 HZ1613
 HZ1613.Superseded values are not recommended for survey control.
 HZ1613
 HZ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1613.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1613
 HZ1613_MARKER: DB = BENCH MARK DISK
 HZ1613_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1613_STAMPING: B 322 1965
 HZ1613_MARK LOGO: CGS
 HZ1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1613+STABILITY: POSITION/ELEVATION WELL
 HZ1613
 HZ1613  HISTORY     - Date     Condition        Report By
 HZ1613  HISTORY     - 1965     MONUMENTED       CGS
 HZ1613
 HZ1613                          STATION DESCRIPTION
 HZ1613
 HZ1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1613'1.9 MI NE FROM CHARLESTOWN.
 HZ1613'ABOUT 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1613'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, 26 FEET NORTHWEST OF
 HZ1613'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE
 HZ1613'AT THE FOOT OF A SMALL ROCK CLIFF, 72 FEET NORTHEAST OF THE CENTER
 HZ1613'LINE OF A PRIVATE DRIVEWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HZ1613'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1568 ***********************************************************************
 HZ1568  DESIGNATION -  B 323
 HZ1568  PID         -  HZ1568
 HZ1568  STATE/COUNTY-  IN/FLOYD
 HZ1568  COUNTRY     -  US
 HZ1568  USGS QUAD   -  NEW ALBANY (2019)
 HZ1568
 HZ1568                         *CURRENT SURVEY CONTROL
 HZ1568  ______________________________________________________________________
 HZ1568* NAD 83(1986) POSITION- 38 15 18.     (N) 085 50 45.     (W)   SCALED
 HZ1568* NAVD 88 ORTHO HEIGHT -   133.175 (meters)      436.93  (feet) ADJUSTED
 HZ1568  ______________________________________________________________________
 HZ1568  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 HZ1568  DYNAMIC HEIGHT  -        133.085 (meters)      436.63  (feet) COMP
 HZ1568  MODELED GRAVITY -    979,948.4   (mgal)                       NAVD 88
 HZ1568
 HZ1568  VERT ORDER      -  FIRST     CLASS II
 HZ1568
 HZ1568.The horizontal coordinates were scaled from a map and have
 HZ1568.an estimated accuracy of +/- 6 seconds.
 HZ1568
 HZ1568.The orthometric height was determined by differential leveling and
 HZ1568.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1568.in June 1991.
 HZ1568
 HZ1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1568.GEOID18 height accuracy estimate available here.
 HZ1568
 HZ1568.Click photographs - Photos may exist for this station.
 HZ1568
 HZ1568.The dynamic height is computed by dividing the NAVD 88
 HZ1568.geopotential number by the normal gravity value computed on the
 HZ1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1568.degrees latitude (g = 980.6199 gals.).
 HZ1568
 HZ1568.The modeled gravity was interpolated from observed gravity values.
 HZ1568
 HZ1568;                    North         East    Units  Estimated Accuracy
 HZ1568;SPC IN E     -   333,810.       84,320.      MT  (+/- 180 meters Scaled)
 HZ1568
 HZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH009347(NAD 83)
 HZ1568
 HZ1568                          SUPERSEDED SURVEY CONTROL
 HZ1568
 HZ1568  NGVD 29 (??/??/92)  133.314  (m)          437.38   (f) ADJ UNCH    1 2
 HZ1568
 HZ1568.Superseded values are not recommended for survey control.
 HZ1568
 HZ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1568.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1568
 HZ1568_MARKER: DB = BENCH MARK DISK
 HZ1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1568_STAMPING: B 323 1965
 HZ1568_MARK LOGO: CGS
 HZ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1568+STABILITY: SURFACE MOTION
 HZ1568
 HZ1568  HISTORY     - Date     Condition        Report By
 HZ1568  HISTORY     - 1965     MONUMENTED       CGS
 HZ1568
 HZ1568                          STATION DESCRIPTION
 HZ1568
 HZ1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1568'2.4 MI SW FROM NEW ALBANY.
 HZ1568'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1568'STATION AT NEW ALBANY, THENCE 1.35 MILES SOUTH ALONG STATE HIGHWAY
 HZ1568'111, AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING EAST,
 HZ1568'22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 142 FEET NORTH OF
 HZ1568'THE CENTER LINE OF THE PAVED ROAD, 46 FEET SOUTH OF A 16-INCH
 HZ1568'HICKORY TREE, 13 1/2 FEET NORTH OF TELEPHONE POLE NUMBER 16 1/2,
 HZ1568'1 1/2 FEET WEST OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST,
 HZ1568'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN TOP
 HZ1568'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0443 ***********************************************************************
 JA0443  DESIGNATION -  B 324
 JA0443  PID         -  JA0443
 JA0443  STATE/COUNTY-  IN/HARRISON
 JA0443  COUNTRY     -  US
 JA0443  USGS QUAD   -  LACONIA (2019)
 JA0443
 JA0443                         *CURRENT SURVEY CONTROL
 JA0443  ______________________________________________________________________
 JA0443* NAD 83(1986) POSITION- 38 00 55.     (N) 086 01 00.     (W)   SCALED
 JA0443* NAVD 88 ORTHO HEIGHT -   182.221 (meters)      597.84  (feet) ADJUSTED
 JA0443  ______________________________________________________________________
 JA0443  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JA0443  DYNAMIC HEIGHT  -        182.092 (meters)      597.41  (feet) COMP
 JA0443  MODELED GRAVITY -    979,917.5   (mgal)                       NAVD 88
 JA0443
 JA0443  VERT ORDER      -  FIRST     CLASS II
 JA0443
 JA0443.The horizontal coordinates were scaled from a map and have
 JA0443.an estimated accuracy of +/- 6 seconds.
 JA0443
 JA0443.The orthometric height was determined by differential leveling and
 JA0443.adjusted by the NATIONAL GEODETIC SURVEY
 JA0443.in June 1991.
 JA0443
 JA0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0443.GEOID18 height accuracy estimate available here.
 JA0443
 JA0443.Click photographs - Photos may exist for this station.
 JA0443
 JA0443.The dynamic height is computed by dividing the NAVD 88
 JA0443.geopotential number by the normal gravity value computed on the
 JA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0443.degrees latitude (g = 980.6199 gals.).
 JA0443
 JA0443.The modeled gravity was interpolated from observed gravity values.
 JA0443
 JA0443;                    North         East    Units  Estimated Accuracy
 JA0443;SPC IN E     -   307,250.       69,270.      MT  (+/- 180 meters Scaled)
 JA0443
 JA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH863079(NAD 83)
 JA0443
 JA0443                          SUPERSEDED SURVEY CONTROL
 JA0443
 JA0443  NGVD 29 (??/??/92)  182.343  (m)          598.24   (f) ADJ UNCH    1 2
 JA0443
 JA0443.Superseded values are not recommended for survey control.
 JA0443
 JA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0443.See file dsdata.pdf to determine how the superseded data were derived.
 JA0443
 JA0443_MARKER: DB = BENCH MARK DISK
 JA0443_SETTING: 66 = SET IN ROCK OUTCROP
 JA0443_STAMPING: B 324 1965
 JA0443_MARK LOGO: CGS
 JA0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0443+STABILITY: POSITION/ELEVATION WELL
 JA0443
 JA0443  HISTORY     - Date     Condition        Report By
 JA0443  HISTORY     - 1965     MONUMENTED       CGS
 JA0443
 JA0443                          STATION DESCRIPTION
 JA0443
 JA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0443'2.8 MI NW FROM EVANS LANDING.
 JA0443'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0443'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE
 JA0443'HIGHWAY 111, THENCE 1.25 MILES NORTHWEST ALONG A GRAVELED ROAD,
 JA0443'ABOUT 0.2 MILE SOUTHEAST OF A HOUSE BELONGING TO JOSEPH
 JA0443'SCHIFOAR, ABOUT 0.1 MILE SOUTH OF A LARGE BARN, 86 FEET EAST OF
 JA0443'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK LEDGE ON
 JA0443'THE NORTH SIDE OF A ROCK CLIFF AT AN ABANDONED ROCK QUARRY, 9
 JA0443'FEET SOUTH OF THE EDGE OF THE NORTH SIDE OF THE CLIFF, 8 FEET
 JA0443'NORTHEAST OF A 4-INCH SYCAMORE TREE BEARING A WITNESS SHIELD ON
 JA0443'THE WEST SIDE, 2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK LEDGE,
 JA0443'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, IN S 1, T 6 S,
 JA0443'R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1111 ***********************************************************************
 HA1111  DESIGNATION -  B 325
 HA1111  PID         -  HA1111
 HA1111  STATE/COUNTY-  IN/VANDERBURGH
 HA1111  COUNTRY     -  US
 HA1111  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1111
 HA1111                         *CURRENT SURVEY CONTROL
 HA1111  ______________________________________________________________________
 HA1111* NAD 83(1986) POSITION- 37 58 40.     (N) 087 35 33.     (W)   SCALED
 HA1111* NAVD 88 ORTHO HEIGHT -   122.139 (meters)      400.72  (feet) ADJUSTED
 HA1111  ______________________________________________________________________
 HA1111  GEOID HEIGHT    -        -31.003 (meters)                     GEOID18
 HA1111  DYNAMIC HEIGHT  -        122.055 (meters)      400.44  (feet) COMP
 HA1111  MODELED GRAVITY -    979,936.9   (mgal)                       NAVD 88
 HA1111
 HA1111  VERT ORDER      -  FIRST     CLASS II
 HA1111
 HA1111.The horizontal coordinates were scaled from a map and have
 HA1111.an estimated accuracy of +/- 6 seconds.
 HA1111
 HA1111.The orthometric height was determined by differential leveling and
 HA1111.adjusted by the NATIONAL GEODETIC SURVEY
 HA1111.in June 1991.
 HA1111
 HA1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1111.GEOID18 height accuracy estimate available here.
 HA1111
 HA1111.Click photographs - Photos may exist for this station.
 HA1111
 HA1111.The dynamic height is computed by dividing the NAVD 88
 HA1111.geopotential number by the normal gravity value computed on the
 HA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1111.degrees latitude (g = 980.6199 gals.).
 HA1111
 HA1111.The modeled gravity was interpolated from observed gravity values.
 HA1111
 HA1111;                    North         East    Units  Estimated Accuracy
 HA1111;SPC IN W     -   303,150.      855,270.      MT  (+/- 180 meters Scaled)
 HA1111
 HA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH479035(NAD 83)
 HA1111
 HA1111                          SUPERSEDED SURVEY CONTROL
 HA1111
 HA1111  NGVD 29 (??/??/92)  122.234  (m)          401.03   (f) ADJ UNCH    1 2
 HA1111
 HA1111.Superseded values are not recommended for survey control.
 HA1111
 HA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1111.See file dsdata.pdf to determine how the superseded data were derived.
 HA1111
 HA1111_MARKER: DB = BENCH MARK DISK
 HA1111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1111_SP_SET: CONCRETE GUARDRAIL
 HA1111_STAMPING: B 325 1965
 HA1111_MARK LOGO: CGS
 HA1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1111
 HA1111  HISTORY     - Date     Condition        Report By
 HA1111  HISTORY     - 1965     MONUMENTED       CGS
 HA1111  HISTORY     - 1985     GOOD             NGS
 HA1111  HISTORY     - 1987     GOOD             USPSQD
 HA1111  HISTORY     - 1988     GOOD             USPSQD
 HA1111  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 HA1111
 HA1111                          STATION DESCRIPTION
 HA1111
 HA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1111'1.4 MI W FROM EVANSVILLE.
 HA1111'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1111'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1111'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1111'0.6 MILE WEST ALONG PENNSYLVANIA AVENUE, 0.1 MILE EAST OF THE
 HA1111'INTERSECTION OF WABASH AVENUE AND PENNSYLVANIA AVENUE, IN SECTION
 HA1111'25, T 6 S, R 11 W, 50 FEET SOUTH OF THE CENTER LINE OF
 HA1111'PENNSYLVANIA AVENUE, SET IN THE TOP OF A CONCRETE PILLAR AT THE
 HA1111'WEST END OF THE SOUTH CONCRETE RETAINING WALL OF A VIADUCT, 3.5
 HA1111'FEET ABOVE THE SIDEWALK, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 HA1111'AVENUE.
 HA1111
 HA1111                          STATION RECOVERY (1985)
 HA1111
 HA1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1111'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1111'AT THE INTERSECTION OF PENNSYLVANIA AND NINTH AVENUE.  ADD--24.0 M
 HA1111'(78.7 FT) WEST OF THE CENTER OF NINTH AVENUE.
 HA1111
 HA1111                          STATION RECOVERY (1987)
 HA1111
 HA1111'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1111'RECOVERED IN GOOD CONDITION.
 HA1111
 HA1111                          STATION RECOVERY (1988)
 HA1111
 HA1111'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1111'RECOVERED IN GOOD CONDITION.
 HA1111
 HA1111                          STATION RECOVERY (1998)
 HA1111
 HA1111'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1116 ***********************************************************************
 HA1116  CBN         -  This is a Cooperative Base Network Control Station.
 HA1116  DESIGNATION -  B 326
 HA1116  PID         -  HA1116
 HA1116  STATE/COUNTY-  IN/VANDERBURGH
 HA1116  COUNTRY     -  US
 HA1116  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1116
 HA1116                         *CURRENT SURVEY CONTROL
 HA1116  ______________________________________________________________________
 HA1116* NAD 83(2011) POSITION- 37 56 52.49430(N) 087 30 41.69388(W)   ADJUSTED
 HA1116* NAD 83(2011) ELLIP HT-    84.080 (meters)        (06/27/12)   ADJUSTED
 HA1116* NAD 83(2011) EPOCH   -  2010.00
 HA1116* NAVD 88 ORTHO HEIGHT -   115.109 (meters)      377.65  (feet) ADJUSTED
 HA1116  ______________________________________________________________________
 HA1116  GEOID HEIGHT    -        -31.012 (meters)                     GEOID18
 HA1116  NAD 83(2011) X  -    218,652.528 (meters)                     COMP
 HA1116  NAD 83(2011) Y  - -5,031,303.920 (meters)                     COMP
 HA1116  NAD 83(2011) Z  -  3,900,938.395 (meters)                     COMP
 HA1116  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 HA1116  DYNAMIC HEIGHT  -        115.030 (meters)      377.39  (feet) COMP
 HA1116  MODELED GRAVITY -    979,942.5   (mgal)                       NAVD 88
 HA1116
 HA1116  VERT ORDER      -  FIRST     CLASS II
 HA1116
 HA1116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA1116  Standards:
 HA1116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA1116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA1116  -------------------------------------------------------------------
 HA1116  NETWORK    0.81   1.84           0.38   0.25   0.94     -0.11584305
 HA1116  -------------------------------------------------------------------
 HA1116  Click here for local accuracies and other accuracy information.
 HA1116
 HA1116.The horizontal coordinates were established by GPS observations
 HA1116.and adjusted by the National Geodetic Survey in June 2012.
 HA1116
 HA1116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA1116.been affixed to the stable North American tectonic plate. See 
 HA1116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA1116
 HA1116.The horizontal coordinates are valid at the epoch date displayed above
 HA1116.which is a decimal equivalence of Year/Month/Day.
 HA1116
 HA1116.The orthometric height was determined by differential leveling and
 HA1116.adjusted by the NATIONAL GEODETIC SURVEY
 HA1116.in June 1991.
 HA1116
 HA1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1116.GEOID18 height accuracy estimate available here.
 HA1116
 HA1116.Click photographs - Photos may exist for this station.
 HA1116
 HA1116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1116
 HA1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1116
 HA1116.The ellipsoidal height was determined by GPS observations
 HA1116.and is referenced to NAD 83.
 HA1116
 HA1116.The dynamic height is computed by dividing the NAVD 88
 HA1116.geopotential number by the normal gravity value computed on the
 HA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1116.degrees latitude (g = 980.6199 gals.).
 HA1116
 HA1116.The modeled gravity was interpolated from observed gravity values.
 HA1116
 HA1116. The following values were computed from the NAD 83(2011) position.
 HA1116
 HA1116;                    North         East     Units Scale Factor Converg.
 HA1116;SPC IN W     -   299,799.505   862,360.479   MT  0.99998411   -0 15 48.1
 HA1116;SPC IN W     -   983,592.21  2,829,261.00   sFT  0.99998411   -0 15 48.1
 HA1116;UTM  16      - 4,200,159.514   455,052.604   MT  0.99962488   -0 18 52.6
 HA1116
 HA1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1116!SPC IN W     -   0.99998681  x   0.99998411  =   0.99997092
 HA1116!UTM  16      -   0.99998681  x   0.99962488  =   0.99961169
 HA1116
 HA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5505200159(NAD 83)
 HA1116
 HA1116                          SUPERSEDED SURVEY CONTROL
 HA1116
 HA1116  NAD 83(2007)-  37 56 52.49435(N)    087 30 41.69469(W) AD(2002.00) 0
 HA1116  ELLIP H (02/10/07)   84.109  (m)                       GP(2002.00)    
 HA1116  NAD 83(1997)-  37 56 52.49422(N)    087 30 41.69508(W) AD(       ) B
 HA1116  ELLIP H (04/10/98)   84.122  (m)                       GP(       ) 4 1
 HA1116  NAVD 88             115.11   (m)          377.7    (f) LEVELING    3  
 HA1116  NGVD 29 (??/??/92)  115.200  (m)          377.95   (f) ADJ UNCH    1 2
 HA1116
 HA1116.Superseded values are not recommended for survey control.
 HA1116
 HA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1116.See file dsdata.pdf to determine how the superseded data were derived.
 HA1116
 HA1116_MARKER: DB = BENCH MARK DISK
 HA1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1116_STAMPING: B 326 1965
 HA1116_MARK LOGO: CGS
 HA1116_PROJECTION: FLUSH
 HA1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1116+STABILITY: SURFACE MOTION
 HA1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1116+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2017
 HA1116
 HA1116  HISTORY     - Date     Condition        Report By
 HA1116  HISTORY     - 1965     MONUMENTED       CGS
 HA1116  HISTORY     - 1988     GOOD             USPSQD
 HA1116  HISTORY     - 19970902 GOOD             SEC
 HA1116  HISTORY     - 19981107 GOOD             USPSQD
 HA1116  HISTORY     - 20050721 GOOD             JCLS
 HA1116  HISTORY     - 20100323 GOOD             JCLS
 HA1116  HISTORY     - 20100614 GOOD             GEOCAC
 HA1116  HISTORY     - 20170914 GOOD             USACE
 HA1116
 HA1116                          STATION DESCRIPTION
 HA1116
 HA1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1116'4.6 MI E FROM EVANSVILLE.
 HA1116'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1116'OFFICE AT EVANSVILLE, THENCE 2.9 MILES SOUTHEAST ALONG RIVERSIDE
 HA1116'DRIVE, THENCE 1.5 MILES EAST ALONG POLLACK AVENUE, IN SECTION
 HA1116'3, T 7 S, R 10 W, 59 FEET SOUTHWEST OF THE CENTER OF THE
 HA1116'INTERSECTION OF VANN AVENUE, 30 FEET SOUTH OF THE CENTER LINE OF
 HA1116'THE AVENUE, 75 FEET WEST OF THE CENTER LINE OF VANN AVENUE, 41
 HA1116'FEET WEST OF A FIRE HYDRANT, 28 FEET EAST OF A POWER POLE
 HA1116'BRACED BY A GUY WIRE, 6 1/2 FEET WEST OF THE BASE FOR A GUY WIRE,
 HA1116'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HA1116'AVENUES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HA1116'INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 2.7
 HA1116'MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND DAM NUMBER
 HA1116'47 AT NEWBURGH, THENCE 0.5 MILE SOUTH ALONG STACER ROAD, THENCE
 HA1116'3.6 MILES WEST ALONG POLLACK AVENUE.
 HA1116
 HA1116                          STATION RECOVERY (1988)
 HA1116
 HA1116'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1116'RECOVERED IN GOOD CONDITION.
 HA1116
 HA1116                          STATION RECOVERY (1997)
 HA1116
 HA1116'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HA1116'THE STATION IS LOCATED ABOUT 4.6 MILES (7.4 KM) EAST OF EVANSVILLE
 HA1116'CENTER.  AT I-64 AND STATE ROAD 66 (LLOYD EXPRESSWAY) INTERSECTION GO
 HA1116'3.0 MILES (4.8 KM) WEST ON STATE ROAD 66 TO VANN AVENUE.  TURN SOUTH
 HA1116'ONTO VANN.  GO 2.0 MILES (3.2 KM) TO POLLACK AVENUE INTERSECTION.
 HA1116'STATION IS 23.82 METERS (78.15 FT) WEST-SOUTHWEST FROM CENTER OF
 HA1116'INTERSECTION, 8.5 METERS (27.9 FT) SOUTH OF THE CENTERLINE OF POLLACK
 HA1116'AVENUE, 22.3 METERS (73.2 FT) WEST OF THE CENTERLINE OF VANN AVENUE,
 HA1116'10.7 METERS (35.1 FT) WEST OF FIRE HYDRANT, 1.8 METERS (5.9 FT) WEST
 HA1116'OF NORTH GUY WIRE BASE, 10.6 METERS (34.8 FT) WEST-NORTHWEST OF EAST
 HA1116'POWER POLE, 8.6 METERS (28.2 FT) EAST-SOUTHEAST OF WEST POWER POLE,
 HA1116'3.7 METERS (12.1 FT) NORTH-NORTHWEST OF SOUTH GUY WIRE BASE AND IS
 HA1116'RECESSED 10 CM BELOW GROUND.
 HA1116
 HA1116                          STATION RECOVERY (1998)
 HA1116
 HA1116'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1116'RECOVERED IN GOOD CONDITION.
 HA1116
 HA1116                          STATION RECOVERY (2005)
 HA1116
 HA1116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 HA1116'RECOVERED IN GOOD CONDITION.
 HA1116
 HA1116                          STATION RECOVERY (2010)
 HA1116
 HA1116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HA1116'RECOVERED IN GOOD CONDITION.
 HA1116
 HA1116                          STATION RECOVERY (2010)
 HA1116
 HA1116'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 HA1116'RECOVERED IN GOOD CONDITION.
 HA1116
 HA1116                          STATION RECOVERY (2017)
 HA1116
 HA1116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 HA1116'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0504 ***********************************************************************
 JA0504  DESIGNATION -  B 327
 JA0504  PID         -  JA0504
 JA0504  STATE/COUNTY-  IN/CRAWFORD
 JA0504  COUNTRY     -  US
 JA0504  USGS QUAD   -  BEECHWOOD (2019)
 JA0504
 JA0504                         *CURRENT SURVEY CONTROL
 JA0504  ______________________________________________________________________
 JA0504* NAD 83(1986) POSITION- 38 13 08.     (N) 086 28 43.     (W)   SCALED
 JA0504* NAVD 88 ORTHO HEIGHT -   139.470 (meters)      457.58  (feet) ADJUSTED
 JA0504  ______________________________________________________________________
 JA0504  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 JA0504  DYNAMIC HEIGHT  -        139.371 (meters)      457.25  (feet) COMP
 JA0504  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 JA0504
 JA0504  VERT ORDER      -  FIRST     CLASS II
 JA0504
 JA0504.The horizontal coordinates were scaled from a map and have
 JA0504.an estimated accuracy of +/- 6 seconds.
 JA0504
 JA0504.The orthometric height was determined by differential leveling and
 JA0504.adjusted by the NATIONAL GEODETIC SURVEY
 JA0504.in June 1991.
 JA0504
 JA0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0504.GEOID18 height accuracy estimate available here.
 JA0504
 JA0504.Click photographs - Photos may exist for this station.
 JA0504
 JA0504.The dynamic height is computed by dividing the NAVD 88
 JA0504.geopotential number by the normal gravity value computed on the
 JA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0504.degrees latitude (g = 980.6199 gals.).
 JA0504
 JA0504.The modeled gravity was interpolated from observed gravity values.
 JA0504
 JA0504;                    North         East    Units  Estimated Accuracy
 JA0504;SPC IN W     -   329,960.      952,950.      MT  (+/- 180 meters Scaled)
 JA0504
 JA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH456302(NAD 83)
 JA0504
 JA0504                          SUPERSEDED SURVEY CONTROL
 JA0504
 JA0504  NGVD 29 (??/??/92)  139.571  (m)          457.91   (f) ADJ UNCH    1 2
 JA0504
 JA0504.Superseded values are not recommended for survey control.
 JA0504
 JA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0504.See file dsdata.pdf to determine how the superseded data were derived.
 JA0504
 JA0504_MARKER: DB = BENCH MARK DISK
 JA0504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0504_SP_SET: CULVERT HEADWALL
 JA0504_STAMPING: B 327 1965
 JA0504_MARK LOGO: CGS
 JA0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0504+STABILITY: SURFACE MOTION
 JA0504
 JA0504  HISTORY     - Date     Condition        Report By
 JA0504  HISTORY     - 1965     MONUMENTED       CGS
 JA0504  HISTORY     - 20170916 GOOD             GEOCAC
 JA0504
 JA0504                          STATION DESCRIPTION
 JA0504
 JA0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0504'0.8 MI S FROM SULPHUR.
 JA0504'0.85 MILE SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0504'SULPHUR, IN SECTION 35, T 3 S, R 1 W, 19 FEET NORTHWEST OF THE
 JA0504'CENTER LINE OF THE HIGHWAY, 37 FEET SOUTHWEST OF THE CENTER
 JA0504'LINE OF A PRIVATE DRIVEWAY LEADING NORTHWEST TO OLIVER MAUCKS
 JA0504'RESIDENCE, SET IN THE NORTHEAST END OF THE NORTHWEST HEADWALL OF
 JA0504'A CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JA0504
 JA0504                          STATION RECOVERY (2017)
 JA0504
 JA0504'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0532 ***********************************************************************
 JA0532  DESIGNATION -  B 328
 JA0532  PID         -  JA0532
 JA0532  STATE/COUNTY-  IN/CRAWFORD
 JA0532  COUNTRY     -  US
 JA0532  USGS QUAD   -  TASWELL (2019)
 JA0532
 JA0532                         *CURRENT SURVEY CONTROL
 JA0532  ______________________________________________________________________
 JA0532* NAD 83(1986) POSITION- 38 19 17.     (N) 086 36 50.     (W)   SCALED
 JA0532* NAVD 88 ORTHO HEIGHT -   222.684 (meters)      730.59  (feet) ADJUSTED
 JA0532  ______________________________________________________________________
 JA0532  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JA0532  DYNAMIC HEIGHT  -        222.529 (meters)      730.08  (feet) COMP
 JA0532  MODELED GRAVITY -    979,931.2   (mgal)                       NAVD 88
 JA0532
 JA0532  VERT ORDER      -  FIRST     CLASS II
 JA0532
 JA0532.The horizontal coordinates were scaled from a map and have
 JA0532.an estimated accuracy of +/- 6 seconds.
 JA0532
 JA0532.The orthometric height was determined by differential leveling and
 JA0532.adjusted by the NATIONAL GEODETIC SURVEY
 JA0532.in June 1991.
 JA0532
 JA0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0532.GEOID18 height accuracy estimate available here.
 JA0532
 JA0532.Click photographs - Photos may exist for this station.
 JA0532
 JA0532.The dynamic height is computed by dividing the NAVD 88
 JA0532.geopotential number by the normal gravity value computed on the
 JA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0532.degrees latitude (g = 980.6199 gals.).
 JA0532
 JA0532.The modeled gravity was interpolated from observed gravity values.
 JA0532
 JA0532;                    North         East    Units  Estimated Accuracy
 JA0532;SPC IN W     -   341,270.      941,050.      MT  (+/- 180 meters Scaled)
 JA0532
 JA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH337415(NAD 83)
 JA0532
 JA0532                          SUPERSEDED SURVEY CONTROL
 JA0532
 JA0532  NGVD 29 (??/??/92)  222.791  (m)          730.94   (f) ADJ UNCH    1 2
 JA0532
 JA0532.Superseded values are not recommended for survey control.
 JA0532
 JA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0532.See file dsdata.pdf to determine how the superseded data were derived.
 JA0532
 JA0532_MARKER: DB = BENCH MARK DISK
 JA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0532_STAMPING: B 328 1965
 JA0532_MARK LOGO: CGS
 JA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0532+STABILITY: SURFACE MOTION
 JA0532
 JA0532  HISTORY     - Date     Condition        Report By
 JA0532  HISTORY     - 1965     MONUMENTED       CGS
 JA0532  HISTORY     - 20230126 MARK NOT FOUND   INDOT
 JA0532
 JA0532                          STATION DESCRIPTION
 JA0532
 JA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0532'AT ECKERTY.
 JA0532'AT ECKERTY, 9 1/2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 JA0532'POST OFFICE, 1 1/2 POLES WEST OF MILEPOST 219, 35 FEET NORTHEAST
 JA0532'OF THE CENTER OF A CROSSING OF A ROAD AND THE SOUTHERN RAILWAY,
 JA0532'54 FEET NORTH OF THE CENTER LINE OF A PAVED STREET, 91 FEET NORTH
 JA0532'AND ACROSS THE STREET FROM THE NORTH RAIL OF THE RAILROAD, 67 1/2
 JA0532'FEET NORTHEAST OF A TELEPHONE POLE, 7 1/2 FEET NORTHEAST OF A
 JA0532'FLAGPOLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET
 JA0532'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 JA0532
 JA0532                          STATION RECOVERY (2023)
 JA0532
 JA0532'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (GK)
 JA0532'APPEARS TO BE PAVED OVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0741 ***********************************************************************
 HA0741  DESIGNATION -  B 329
 HA0741  PID         -  HA0741
 HA0741  STATE/COUNTY-  IN/SPENCER
 HA0741  COUNTRY     -  US
 HA0741  USGS QUAD   -  ROCKPORT (2019)
 HA0741
 HA0741                         *CURRENT SURVEY CONTROL
 HA0741  ______________________________________________________________________
 HA0741* NAD 83(1986) POSITION- 37 54 05.0    (N) 087 06 34.9    (W)   HD_HELD2
 HA0741* NAVD 88 ORTHO HEIGHT -   124.652 (meters)      408.96  (feet) ADJUSTED
 HA0741  ______________________________________________________________________
 HA0741  GEOID HEIGHT    -        -31.123 (meters)                     GEOID18
 HA0741  DYNAMIC HEIGHT  -        124.568 (meters)      408.69  (feet) COMP
 HA0741  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 HA0741
 HA0741  VERT ORDER      -  FIRST     CLASS II
 HA0741
 HA0741.The horizontal coordinates were established by autonomous hand held GPS
 HA0741.observations and have an estimated accuracy of +/- 10 meters.
 HA0741
 HA0741.The orthometric height was determined by differential leveling and
 HA0741.adjusted by the NATIONAL GEODETIC SURVEY
 HA0741.in June 1991.
 HA0741
 HA0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0741.GEOID18 height accuracy estimate available here.
 HA0741
 HA0741.Click photographs - Photos may exist for this station.
 HA0741
 HA0741.The dynamic height is computed by dividing the NAVD 88
 HA0741.geopotential number by the normal gravity value computed on the
 HA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0741.degrees latitude (g = 980.6199 gals.).
 HA0741
 HA0741.The modeled gravity was interpolated from observed gravity values.
 HA0741
 HA0741;                    North         East    Units  Estimated Accuracy
 HA0741;SPC IN W     -   294,549.      897,682.      MT  (+/- 10 meters HH2 GPS)
 HA0741
 HA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9035694879(NAD 83)
 HA0741
 HA0741                          SUPERSEDED SURVEY CONTROL
 HA0741
 HA0741  NGVD 29 (??/??/92)  124.748  (m)          409.28   (f) ADJ UNCH    1 2
 HA0741
 HA0741.Superseded values are not recommended for survey control.
 HA0741
 HA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0741.See file dsdata.pdf to determine how the superseded data were derived.
 HA0741
 HA0741_MARKER: DB = BENCH MARK DISK
 HA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0741_STAMPING: B 329 1965
 HA0741_MARK LOGO: CGS
 HA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0741+STABILITY: SURFACE MOTION
 HA0741
 HA0741  HISTORY     - Date     Condition        Report By
 HA0741  HISTORY     - 1965     MONUMENTED       CGS
 HA0741  HISTORY     - 20100724 GOOD             GEOCAC
 HA0741
 HA0741                          STATION DESCRIPTION
 HA0741
 HA0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0741'4 MI W FROM ROCKPORT.
 HA0741'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0741'AT ROCKPORT, THENCE 3.55 MILES WEST ALONG STATE HIGHWAY 66 AND
 HA0741'U.S. HIGHWAY 231, 80 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HA0741'HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 75 AND
 HA0741'U.S. HIGHWAY 231, 181 FEET WEST AND ACROSS STATE HIGHWAY 75 FROM
 HA0741'THE SOUTHWEST CORNER OF THE MODERN REST CAFE AND MOTEL, 34 FEET
 HA0741'NORTH-NORTHEAST OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS
 HA0741'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HA0741
 HA0741                          STATION RECOVERY (2010)
 HA0741
 HA0741'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0741'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0642 ***********************************************************************
 KA0642  DESIGNATION -  B 33
 KA0642  PID         -  KA0642
 KA0642  STATE/COUNTY-  IN/MONTGOMERY
 KA0642  COUNTRY     -  US
 KA0642  USGS QUAD   -  NEW MARKET (2019)
 KA0642
 KA0642                         *CURRENT SURVEY CONTROL
 KA0642  ______________________________________________________________________
 KA0642* NAD 83(1986) POSITION- 39 58 17.     (N) 086 53 54.     (W)   SCALED
 KA0642* NAVD 88 ORTHO HEIGHT -   241.960 (meters)      793.83  (feet) ADJUSTED
 KA0642  ______________________________________________________________________
 KA0642  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 KA0642  DYNAMIC HEIGHT  -        241.828 (meters)      793.40  (feet) COMP
 KA0642  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 KA0642
 KA0642  VERT ORDER      -  SECOND    CLASS 0
 KA0642
 KA0642.The horizontal coordinates were scaled from a map and have
 KA0642.an estimated accuracy of +/- 6 seconds.
 KA0642
 KA0642.The orthometric height was determined by differential leveling and
 KA0642.adjusted by the NATIONAL GEODETIC SURVEY
 KA0642.in June 1991.
 KA0642
 KA0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0642.GEOID18 height accuracy estimate available here.
 KA0642
 KA0642.Click photographs - Photos may exist for this station.
 KA0642
 KA0642.The dynamic height is computed by dividing the NAVD 88
 KA0642.geopotential number by the normal gravity value computed on the
 KA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0642.degrees latitude (g = 980.6199 gals.).
 KA0642
 KA0642.The modeled gravity was interpolated from observed gravity values.
 KA0642
 KA0642;                    North         East    Units  Estimated Accuracy
 KA0642;SPC IN W     -   524,360.      915,800.      MT  (+/- 180 meters Scaled)
 KA0642
 KA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK086245(NAD 83)
 KA0642
 KA0642                          SUPERSEDED SURVEY CONTROL
 KA0642
 KA0642  NGVD 29 (??/??/92)  242.056  (m)          794.15   (f) ADJ UNCH    2 0
 KA0642
 KA0642.Superseded values are not recommended for survey control.
 KA0642
 KA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0642.See file dsdata.pdf to determine how the superseded data were derived.
 KA0642
 KA0642_MARKER: DB = BENCH MARK DISK
 KA0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0642_STAMPING: B 33 1934
 KA0642_MARK LOGO: CGS
 KA0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0642+STABILITY: SURFACE MOTION
 KA0642
 KA0642  HISTORY     - Date     Condition        Report By
 KA0642  HISTORY     - 1934     MONUMENTED       CGS
 KA0642  HISTORY     - 1946     GOOD             CGS
 KA0642
 KA0642                          STATION DESCRIPTION
 KA0642
 KA0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0642'1.9 MI NE FROM NEW MARKET.
 KA0642'1.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0642'AT NEW MARKET, MONTGOMERY COUNTY, 0.5 MILE NORTHEAST OF MILEPOST
 KA0642'47 AND THE CROSSING OF STATE HIGHWAY 43, 5 RAILS NORTH OF CULVERT
 KA0642'47.48, AT A GRAVEL-ROAD CROSSING, 29 FEET SOUTH OF THE CENTERLINE
 KA0642'OF THE GRAVEL ROAD, 22.3 FEET EAST OF THE EAST RAIL, 26 FEET WEST
 KA0642'OF A POWER POLE, 18 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 KA0642'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 KA0642'THE TRACK.  A STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP
 KA0642'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0633 ***********************************************************************
 JA0633  DESIGNATION -  B 330
 JA0633  PID         -  JA0633
 JA0633  STATE/COUNTY-  IN/PERRY
 JA0633  COUNTRY     -  US
 JA0633  USGS QUAD   -  DERBY (2019)
 JA0633
 JA0633                         *CURRENT SURVEY CONTROL
 JA0633  ______________________________________________________________________
 JA0633* NAD 83(1986) POSITION- 38 00 49.     (N) 086 32 03.     (W)   SCALED
 JA0633* NAVD 88 ORTHO HEIGHT -   127.754 (meters)      419.14  (feet) ADJUSTED
 JA0633  ______________________________________________________________________
 JA0633  GEOID HEIGHT    -        -32.613 (meters)                     GEOID18
 JA0633  DYNAMIC HEIGHT  -        127.662 (meters)      418.84  (feet) COMP
 JA0633  MODELED GRAVITY -    979,909.6   (mgal)                       NAVD 88
 JA0633
 JA0633  VERT ORDER      -  FIRST     CLASS II
 JA0633
 JA0633.The horizontal coordinates were scaled from a map and have
 JA0633.an estimated accuracy of +/- 6 seconds.
 JA0633
 JA0633.The orthometric height was determined by differential leveling and
 JA0633.adjusted by the NATIONAL GEODETIC SURVEY
 JA0633.in June 1991.
 JA0633
 JA0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0633.GEOID18 height accuracy estimate available here.
 JA0633
 JA0633.Click photographs - Photos may exist for this station.
 JA0633
 JA0633.The dynamic height is computed by dividing the NAVD 88
 JA0633.geopotential number by the normal gravity value computed on the
 JA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0633.degrees latitude (g = 980.6199 gals.).
 JA0633
 JA0633.The modeled gravity was interpolated from observed gravity values.
 JA0633
 JA0633;                    North         East    Units  Estimated Accuracy
 JA0633;SPC IN W     -   307,150.      948,220.      MT  (+/- 180 meters Scaled)
 JA0633
 JA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH408074(NAD 83)
 JA0633
 JA0633                          SUPERSEDED SURVEY CONTROL
 JA0633
 JA0633  NGVD 29 (??/??/92)  127.856  (m)          419.47   (f) ADJ UNCH    1 2
 JA0633
 JA0633.Superseded values are not recommended for survey control.
 JA0633
 JA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0633.See file dsdata.pdf to determine how the superseded data were derived.
 JA0633
 JA0633_MARKER: DB = BENCH MARK DISK
 JA0633_SETTING: 66 = SET IN ROCK OUTCROP
 JA0633_STAMPING: B 330 1965
 JA0633_MARK LOGO: CGS
 JA0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0633+STABILITY: POSITION/ELEVATION WELL
 JA0633
 JA0633  HISTORY     - Date     Condition        Report By
 JA0633  HISTORY     - 1965     MONUMENTED       CGS
 JA0633  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 JA0633
 JA0633                          STATION DESCRIPTION
 JA0633
 JA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0633'1.1 MI S FROM DERBY.
 JA0633'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 JA0633'AT DERBY, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 66, IN
 JA0633'SECTION 4, T 6 S, R 1 W, 223 FEET WEST OF THE CENTER LINE OF
 JA0633'THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF A ROCK
 JA0633'OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, 0.3 MILE SOUTH
 JA0633'OF A CURVE IN THE HIGHWAY, 0.2 MILE SOUTHWEST AND ACROSS THE
 JA0633'HIGHWAY FROM A WHITE FARMHOUSE, 204 FEET WEST-SOUTHWEST OF A
 JA0633'POWER POLE, 17 FEET WEST OF A 10-INCH BLACK WALNUT TREE BEARING
 JA0633'A WITNESS SHIELD, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0633
 JA0633                          STATION RECOVERY (2023)
 JA0633
 JA0633'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0633'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0982 ***********************************************************************
 JA0982  DESIGNATION -  B 331
 JA0982  PID         -  JA0982
 JA0982  STATE/COUNTY-  IN/DUBOIS
 JA0982  COUNTRY     -  US
 JA0982  USGS QUAD   -  VELPEN (2019)
 JA0982
 JA0982                         *CURRENT SURVEY CONTROL
 JA0982  ______________________________________________________________________
 JA0982* NAD 83(1986) POSITION- 38 20 43.     (N) 087 04 18.     (W)   SCALED
 JA0982* NAVD 88 ORTHO HEIGHT -   136.638 (meters)      448.29  (feet) ADJUSTED
 JA0982  ______________________________________________________________________
 JA0982  GEOID HEIGHT    -        -32.130 (meters)                     GEOID18
 JA0982  DYNAMIC HEIGHT  -        136.547 (meters)      447.99  (feet) COMP
 JA0982  MODELED GRAVITY -    979,962.4   (mgal)                       NAVD 88
 JA0982
 JA0982  VERT ORDER      -  FIRST     CLASS II
 JA0982
 JA0982.The horizontal coordinates were scaled from a map and have
 JA0982.an estimated accuracy of +/- 6 seconds.
 JA0982
 JA0982.The orthometric height was determined by differential leveling and
 JA0982.adjusted by the NATIONAL GEODETIC SURVEY
 JA0982.in June 1991.
 JA0982
 JA0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0982.GEOID18 height accuracy estimate available here.
 JA0982
 JA0982.Click photographs - Photos may exist for this station.
 JA0982
 JA0982.The dynamic height is computed by dividing the NAVD 88
 JA0982.geopotential number by the normal gravity value computed on the
 JA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0982.degrees latitude (g = 980.6199 gals.).
 JA0982
 JA0982.The modeled gravity was interpolated from observed gravity values.
 JA0982
 JA0982;                    North         East    Units  Estimated Accuracy
 JA0982;SPC IN W     -   343,820.      901,020.      MT  (+/- 180 meters Scaled)
 JA0982
 JA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH937441(NAD 83)
 JA0982
 JA0982                          SUPERSEDED SURVEY CONTROL
 JA0982
 JA0982  NGVD 29 (??/??/92)  136.751  (m)          448.66   (f) ADJ UNCH    1 2
 JA0982
 JA0982.Superseded values are not recommended for survey control.
 JA0982
 JA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0982.See file dsdata.pdf to determine how the superseded data were derived.
 JA0982
 JA0982_MARKER: DB = BENCH MARK DISK
 JA0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0982_STAMPING: B 331 1965
 JA0982_MARK LOGO: CGS
 JA0982_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0982
 JA0982  HISTORY     - Date     Condition        Report By
 JA0982  HISTORY     - 1965     MONUMENTED       CGS
 JA0982
 JA0982                          STATION DESCRIPTION
 JA0982
 JA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0982'7.6 MI W FROM HUNTINGBURG.
 JA0982'ABOUT 7.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0982'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0982'15, T 2 S, R 6 W, ABOUT 0.6 MILE EAST OF A RAILROAD BRIDGE OVER
 JA0982'THE PATOKA RIVER, 18 POLES EAST OF MILEPOST 191, 26 FEET NORTH
 JA0982'OF THE NORTH RAIL, 26 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL
 JA0982'ROAD, 8 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 59C, 2.5 FEET
 JA0982'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, ABOUT
 JA0982'2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A 5-INCH
 JA0982'IRON PIPE PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1018 ***********************************************************************
 JA1018  DESIGNATION -  B 332
 JA1018  PID         -  JA1018
 JA1018  STATE/COUNTY-  IN/GIBSON
 JA1018  COUNTRY     -  US
 JA1018  USGS QUAD   -  OAKLAND CITY (2019)
 JA1018
 JA1018                         *CURRENT SURVEY CONTROL
 JA1018  ______________________________________________________________________
 JA1018* NAD 83(1986) POSITION- 38 20 13.44   (N) 087 21 01.83   (W)   HD_HELD1
 JA1018* NAVD 88 ORTHO HEIGHT -   141.627 (meters)      464.65  (feet) ADJUSTED
 JA1018  ______________________________________________________________________
 JA1018  GEOID HEIGHT    -        -31.759 (meters)                     GEOID18
 JA1018  DYNAMIC HEIGHT  -        141.534 (meters)      464.35  (feet) COMP
 JA1018  MODELED GRAVITY -    979,966.4   (mgal)                       NAVD 88
 JA1018
 JA1018  VERT ORDER      -  FIRST     CLASS II
 JA1018
 JA1018.The horizontal coordinates were determined by differentially corrected
 JA1018.hand held GPS observations or other comparable positioning techniques
 JA1018.and have an estimated accuracy of +/- 3 meters.
 JA1018
 JA1018.The orthometric height was determined by differential leveling and
 JA1018.adjusted by the NATIONAL GEODETIC SURVEY
 JA1018.in June 1991.
 JA1018
 JA1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1018.GEOID18 height accuracy estimate available here.
 JA1018
 JA1018.Click photographs - Photos may exist for this station.
 JA1018
 JA1018.The dynamic height is computed by dividing the NAVD 88
 JA1018.geopotential number by the normal gravity value computed on the
 JA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1018.degrees latitude (g = 980.6199 gals.).
 JA1018
 JA1018.The modeled gravity was interpolated from observed gravity values.
 JA1018
 JA1018;                    North         East    Units  Estimated Accuracy
 JA1018;SPC IN W     -   342,940.8     876,641.9     MT  (+/- 3 meters HH1 GPS) 
 JA1018
 JA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6936743272(NAD 83)
 JA1018
 JA1018                          SUPERSEDED SURVEY CONTROL
 JA1018
 JA1018  NGVD 29 (??/??/92)  141.752  (m)          465.06   (f) ADJ UNCH    1 2
 JA1018
 JA1018.Superseded values are not recommended for survey control.
 JA1018
 JA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1018.See file dsdata.pdf to determine how the superseded data were derived.
 JA1018
 JA1018_MARKER: DB = BENCH MARK DISK
 JA1018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1018_SP_SET: HEADWALL
 JA1018_STAMPING: B 332 1965
 JA1018_MARK LOGO: CGS
 JA1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1018+STABILITY: SURFACE MOTION
 JA1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1018+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 JA1018
 JA1018  HISTORY     - Date     Condition        Report By
 JA1018  HISTORY     - 1965     MONUMENTED       CGS
 JA1018  HISTORY     - 1985     GOOD             NGS
 JA1018  HISTORY     - 20080425 GOOD             ACCU
 JA1018  HISTORY     - 20100323 GOOD             JCLS
 JA1018  HISTORY     - 20121223 GOOD             GEOCAC
 JA1018
 JA1018                          STATION DESCRIPTION
 JA1018
 JA1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1018'0.3 MI W FROM OAKLAND CITY.
 JA1018'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1018'AT OAKLAND CITY, IN SECTION 18, T 2 S, R 8 W, 111 FEET EAST OF
 JA1018'THE CENTER OF A CROSSING OF THE RAILROAD AND FRANKLIN STREET,
 JA1018'28 1/2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE WEST
 JA1018'END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT, 13 1/2 FEET
 JA1018'SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 6 1/2 FEET SOUTH OF AN OLD
 JA1018'FENCE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 JA1018
 JA1018                          STATION RECOVERY (1985)
 JA1018
 JA1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1018'RECOVERED IN GOOD CONDITION.
 JA1018
 JA1018                          STATION RECOVERY (2008)
 JA1018
 JA1018'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA1018'RECOVERED AS DESCRIBED
 JA1018
 JA1018                          STATION RECOVERY (2010)
 JA1018
 JA1018'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 JA1018'RECOVERED IN GOOD CONDITION.
 JA1018
 JA1018                          STATION RECOVERY (2012)
 JA1018
 JA1018'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1018'THE SIDE TRACK AND FENCE HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0626 ***********************************************************************
 MD0626  DESIGNATION -  B 333
 MD0626  PID         -  MD0626
 MD0626  STATE/COUNTY-  IN/ALLEN
 MD0626  COUNTRY     -  US
 MD0626  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0626
 MD0626                         *CURRENT SURVEY CONTROL
 MD0626  ______________________________________________________________________
 MD0626* NAD 83(1986) POSITION- 41 04 18.     (N) 085 06 51.     (W)   SCALED
 MD0626* NAVD 88 ORTHO HEIGHT -   242.760 (meters)      796.46  (feet) ADJUSTED
 MD0626  ______________________________________________________________________
 MD0626  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 MD0626  DYNAMIC HEIGHT  -        242.664 (meters)      796.14  (feet) COMP
 MD0626  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 MD0626
 MD0626  VERT ORDER      -  FIRST     CLASS I
 MD0626
 MD0626.The horizontal coordinates were scaled from a map and have
 MD0626.an estimated accuracy of +/- 6 seconds.
 MD0626
 MD0626.The orthometric height was determined by differential leveling and
 MD0626.adjusted by the NATIONAL GEODETIC SURVEY
 MD0626.in June 1991.
 MD0626
 MD0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0626.GEOID18 height accuracy estimate available here.
 MD0626
 MD0626.Click photographs - Photos may exist for this station.
 MD0626
 MD0626.The dynamic height is computed by dividing the NAVD 88
 MD0626.geopotential number by the normal gravity value computed on the
 MD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0626.degrees latitude (g = 980.6199 gals.).
 MD0626
 MD0626.The modeled gravity was interpolated from observed gravity values.
 MD0626
 MD0626;                    North         East    Units  Estimated Accuracy
 MD0626;SPC IN E     -   646,660.      146,430.      MT  (+/- 180 meters Scaled)
 MD0626
 MD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL584484(NAD 83)
 MD0626
 MD0626                          SUPERSEDED SURVEY CONTROL
 MD0626
 MD0626  NGVD 29 (??/??/92)  242.922  (m)          796.99   (f) ADJ UNCH    1 1
 MD0626
 MD0626.Superseded values are not recommended for survey control.
 MD0626
 MD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0626.See file dsdata.pdf to determine how the superseded data were derived.
 MD0626
 MD0626_MARKER: DB = BENCH MARK DISK
 MD0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0626_SP_SET: FOUNDATION
 MD0626_STAMPING: B 333 1968
 MD0626_MARK LOGO: CGS
 MD0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0626
 MD0626  HISTORY     - Date     Condition        Report By
 MD0626  HISTORY     - 1968     MONUMENTED       CGS
 MD0626  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0626
 MD0626                          STATION DESCRIPTION
 MD0626
 MD0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0626'AT FORT WAYNE.
 MD0626'AT FORT WAYNE, 0.55 MILE SOUTH ALONG S. ANTHONY BLVD FROM THE
 MD0626'INTERSECTION OF EAST WASHINGTON BLVD, 0.05 MILE NORTH OF THE
 MD0626'JUNCTION OF S. ANTHONY BLVD AND WAYNE TRACE, AT THE CROSSING OF
 MD0626'THE WABASH RAILROAD (A DIVISION OF THE NORFOLK AND WESTERN
 MD0626'RAILWAY), SET ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 MD0626'FOUNDATION OF A 9-BY-9-FOOT CONCRETE WATCHMAN TOWER, 27.4 FEET
 MD0626'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 11.5 FEET EAST OF
 MD0626'THE EAST CURB OF S. ANTHONY BLVD, 0.8 FOOT NORTHWEST OF THE
 MD0626'NORTHWEST CORNER OF THE BUILDING AND 1.5 FEET ABOVE THE LEVEL
 MD0626'OF THE SIDEWALK.  (IN SECTION 7, R 13 E, T 30 N).
 MD0626
 MD0626                          STATION RECOVERY (1992)
 MD0626
 MD0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0626'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1019 ***********************************************************************
 MD1019  DESIGNATION -  B 334
 MD1019  PID         -  MD1019
 MD1019  STATE/COUNTY-  IN/KOSCIUSKO
 MD1019  COUNTRY     -  US
 MD1019  USGS QUAD   -  WARSAW (2019)
 MD1019
 MD1019                         *CURRENT SURVEY CONTROL
 MD1019  ______________________________________________________________________
 MD1019* NAD 83(1986) POSITION- 41 14 07.     (N) 085 50 59.     (W)   SCALED
 MD1019* NAVD 88 ORTHO HEIGHT -   248.693 (meters)      815.92  (feet) ADJUSTED
 MD1019  ______________________________________________________________________
 MD1019  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 MD1019  DYNAMIC HEIGHT  -        248.587 (meters)      815.57  (feet) COMP
 MD1019  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 MD1019
 MD1019  VERT ORDER      -  FIRST     CLASS I
 MD1019
 MD1019.The horizontal coordinates were scaled from a map and have
 MD1019.an estimated accuracy of +/- 6 seconds.
 MD1019
 MD1019.The orthometric height was determined by differential leveling and
 MD1019.adjusted by the NATIONAL GEODETIC SURVEY
 MD1019.in June 1991.
 MD1019
 MD1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1019.GEOID18 height accuracy estimate available here.
 MD1019
 MD1019.Click photographs - Photos may exist for this station.
 MD1019
 MD1019.The dynamic height is computed by dividing the NAVD 88
 MD1019.geopotential number by the normal gravity value computed on the
 MD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1019.degrees latitude (g = 980.6199 gals.).
 MD1019
 MD1019.The modeled gravity was interpolated from observed gravity values.
 MD1019
 MD1019;                    North         East    Units  Estimated Accuracy
 MD1019;SPC IN E     -   664,700.       84,650.      MT  (+/- 180 meters Scaled)
 MD1019
 MD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963655(NAD 83)
 MD1019
 MD1019                          SUPERSEDED SURVEY CONTROL
 MD1019
 MD1019  NGVD 29 (??/??/92)  248.826  (m)          816.36   (f) ADJ UNCH    1 1
 MD1019
 MD1019.Superseded values are not recommended for survey control.
 MD1019
 MD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1019.See file dsdata.pdf to determine how the superseded data were derived.
 MD1019
 MD1019_MARKER: DB = BENCH MARK DISK
 MD1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1019_STAMPING: B 334 1968
 MD1019_MARK LOGO: CGS
 MD1019_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1019_ROD/PIPE-DEPTH: 18.4 meters
 MD1019
 MD1019  HISTORY     - Date     Condition        Report By
 MD1019  HISTORY     - 1968     MONUMENTED       CGS
 MD1019  HISTORY     - 1990     GOOD             USPSQD
 MD1019  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1019
 MD1019                          STATION DESCRIPTION
 MD1019
 MD1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1019'AT WARSAW.
 MD1019'AT WARSAW, ABOUT 0.15 MILE EAST ALONG EAST WINONA AVE FROM THE
 MD1019'CROSSING OF THE PENN CENTRAL RAILROAD, ABOUT 25 YARDS NORTHEAST
 MD1019'OF THE JUNCTION OF SOUTH PARK AVENUE, ON THE INSIDE AND AT THE
 MD1019'SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE COUNTY GARAGE
 MD1019'AND STORAGE AREA, 34 FEET NORTH OF THE CENTER LINE OF EAST WINONA
 MD1019'AVENUE, 9 FEET EAST OF THE SOUTHEAST CORNER OF A LONG ONE
 MD1019'STORY BRICK BUILDING WHICH SERVES AS A GARAGE AND OFFICE BUILDING,
 MD1019'3 FEET SOUTHEAST OF A FLAGPOLE, 1.1 FEET SOUTHEAST OF THE
 MD1019'SOUTHWEST CORNER OF A CONCRETE BASE FOR A RADIO TOWER, 4.3 FEET
 MD1019'NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE STREET AND IS
 MD1019'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH
 MD1019'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE
 MD1019'WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT
 MD1019'A DEPTH OF 60.4 FEET.
 MD1019
 MD1019                          STATION RECOVERY (1990)
 MD1019
 MD1019'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1019'RECOVERED IN GOOD CONDITION.
 MD1019
 MD1019                          STATION RECOVERY (1992)
 MD1019
 MD1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1019'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0288 ***********************************************************************
 ME0288  DESIGNATION -  B 335
 ME0288  PID         -  ME0288
 ME0288  STATE/COUNTY-  IN/MARSHALL
 ME0288  COUNTRY     -  US
 ME0288  USGS QUAD   -  DONALDSON (2019)
 ME0288
 ME0288                         *CURRENT SURVEY CONTROL
 ME0288  ______________________________________________________________________
 ME0288* NAD 83(1986) POSITION- 41 21 30.     (N) 086 25 49.     (W)   SCALED
 ME0288* NAVD 88 ORTHO HEIGHT -   243.845 (meters)      800.01  (feet) ADJUSTED
 ME0288  ______________________________________________________________________
 ME0288  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 ME0288  DYNAMIC HEIGHT  -        243.745 (meters)      799.69  (feet) COMP
 ME0288  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 ME0288
 ME0288  VERT ORDER      -  FIRST     CLASS I
 ME0288
 ME0288.The horizontal coordinates were scaled from a map and have
 ME0288.an estimated accuracy of +/- 6 seconds.
 ME0288
 ME0288.The orthometric height was determined by differential leveling and
 ME0288.adjusted by the NATIONAL GEODETIC SURVEY
 ME0288.in June 1991.
 ME0288
 ME0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0288.GEOID18 height accuracy estimate available here.
 ME0288
 ME0288.Click photographs - Photos may exist for this station.
 ME0288
 ME0288.The dynamic height is computed by dividing the NAVD 88
 ME0288.geopotential number by the normal gravity value computed on the
 ME0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0288.degrees latitude (g = 980.6199 gals.).
 ME0288
 ME0288.The modeled gravity was interpolated from observed gravity values.
 ME0288
 ME0288;                    North         East    Units  Estimated Accuracy
 ME0288;SPC IN E     -   678,630.       36,110.      MT  (+/- 180 meters Scaled)
 ME0288
 ME0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL476786(NAD 83)
 ME0288
 ME0288                          SUPERSEDED SURVEY CONTROL
 ME0288
 ME0288  NGVD 29 (??/??/92)  243.959  (m)          800.39   (f) ADJ UNCH    1 1
 ME0288
 ME0288.Superseded values are not recommended for survey control.
 ME0288
 ME0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0288.See file dsdata.pdf to determine how the superseded data were derived.
 ME0288
 ME0288_MARKER: DB = BENCH MARK DISK
 ME0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0288_STAMPING: B 335 1968
 ME0288_MARK LOGO: CGS
 ME0288_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0288_ROD/PIPE-DEPTH: 4.9 meters
 ME0288
 ME0288  HISTORY     - Date     Condition        Report By
 ME0288  HISTORY     - 1968     MONUMENTED       CGS
 ME0288  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0288  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0288
 ME0288                          STATION DESCRIPTION
 ME0288
 ME0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0288'0.8 MI E FROM DONALDSON.
 ME0288'ABOUT 0.8 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0288'CROSSING OF UNION ROAD AT DONALDSON, IN SECTION 32, R 1 E,
 ME0288'T 34 N, 63 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 ME0288'TULIP ROAD AND THE WESTBOUND TRACK, 1.5 FEET EAST OF THE NORTHEAST
 ME0288'CORNER OF MILEPOST 390, 1 FOOT BELOW THE LEVEL OF THE TRACK
 ME0288'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 ME0288'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A
 ME0288'4 INCH METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF
 ME0288'THE GROUND.  DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 ME0288
 ME0288                          STATION RECOVERY (1984)
 ME0288
 ME0288'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0288'MARK NOT FOUND.
 ME0288
 ME0288                          STATION RECOVERY (1992)
 ME0288
 ME0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0288'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0569 ***********************************************************************
 ME0569  DESIGNATION -  B 336
 ME0569  PID         -  ME0569
 ME0569  STATE/COUNTY-  IN/LA PORTE
 ME0569  COUNTRY     -  US
 ME0569  USGS QUAD   -  WANATAH (2019)
 ME0569
 ME0569                         *CURRENT SURVEY CONTROL
 ME0569  ______________________________________________________________________
 ME0569* NAD 83(1986) POSITION- 41 26 01.     (N) 086 54 02.     (W)   SCALED
 ME0569* NAVD 88 ORTHO HEIGHT -   222.946 (meters)      731.45  (feet) ADJUSTED
 ME0569  ______________________________________________________________________
 ME0569  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 ME0569  DYNAMIC HEIGHT  -        222.855 (meters)      731.15  (feet) COMP
 ME0569  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0569
 ME0569  VERT ORDER      -  FIRST     CLASS I
 ME0569
 ME0569.The horizontal coordinates were scaled from a map and have
 ME0569.an estimated accuracy of +/- 6 seconds.
 ME0569
 ME0569.The orthometric height was determined by differential leveling and
 ME0569.adjusted by the NATIONAL GEODETIC SURVEY
 ME0569.in June 1991.
 ME0569
 ME0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0569.GEOID18 height accuracy estimate available here.
 ME0569
 ME0569.Click photographs - Photos may exist for this station.
 ME0569
 ME0569.The dynamic height is computed by dividing the NAVD 88
 ME0569.geopotential number by the normal gravity value computed on the
 ME0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0569.degrees latitude (g = 980.6199 gals.).
 ME0569
 ME0569.The modeled gravity was interpolated from observed gravity values.
 ME0569
 ME0569;                    North         East    Units  Estimated Accuracy
 ME0569;SPC IN W     -   686,730.      915,280.      MT  (+/- 180 meters Scaled)
 ME0569
 ME0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL083868(NAD 83)
 ME0569
 ME0569                          SUPERSEDED SURVEY CONTROL
 ME0569
 ME0569  NGVD 29 (??/??/92)  223.042  (m)          731.76   (f) ADJ UNCH    1 1
 ME0569
 ME0569.Superseded values are not recommended for survey control.
 ME0569
 ME0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0569.See file dsdata.pdf to determine how the superseded data were derived.
 ME0569
 ME0569_MARKER: DD = SURVEY DISK
 ME0569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0569_SP_SET: ABUTMENT
 ME0569_STAMPING: LA. P L 145 B 336
 ME0569_MARK LOGO: INHD
 ME0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0569+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0569
 ME0569  HISTORY     - Date     Condition        Report By
 ME0569  HISTORY     - UNK      MONUMENTED       INHD
 ME0569  HISTORY     - 1968     GOOD             CGS
 ME0569  HISTORY     - 19920901 GOOD             NGS
 ME0569
 ME0569                          STATION DESCRIPTION
 ME0569
 ME0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0569'0.9 MI NW FROM WANATAH.
 ME0569'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE OVERPASS
 ME0569'OVER THE PENN CENTRAL RAILROAD AT WANATAH, THENCE 0.5 MILE
 ME0569'WEST ALONG U.S. HIGHWAY 30, 0.3 MILE NORTH ALONG THE MONON
 ME0569'RAILROAD FROM THE PENN CENTRAL RAILROAD INTERSECTION, IN
 ME0569'SECTION 32, R 4 W, T 35 N, SET ON THE TOP OF THE SOUTH END OF
 ME0569'THE EAST CONCRETE ABUTMENT FOR A 24-FOOT BRIDGE OVER SLOCUM
 ME0569'DITCH, 22 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE
 ME0569'OF THE HIGHWAY, 20.5 FEET WEST OF THE WEST RAIL OF THE MONON
 ME0569'RAILROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 ME0569
 ME0569                          STATION RECOVERY (1992)
 ME0569
 ME0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0569'0.6 KM (0.35 MI) NORTHERLY ALONG U.S. HIGHWAY 421 FROM THE JUNCTION OF
 ME0569'THE CONRAIL RAILROAD IN WANATAH, THENCE 0.8 KM (0.50 MI) WESTERLY
 ME0569'ALONG U.S. HIGHWAY 30, IN TOP OF AND 1.7 M (5.6 FT) NORTH OF THE
 ME0569'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 ME0569'A DITCH, 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 ME0569'LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 ME0569'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1904 ***********************************************************************
 LB1904  DESIGNATION -  B 34
 LB1904  PID         -  LB1904
 LB1904  STATE/COUNTY-  IN/VERMILLION
 LB1904  COUNTRY     -  US
 LB1904  USGS QUAD   -  DANVILLE NE (2018)
 LB1904
 LB1904                         *CURRENT SURVEY CONTROL
 LB1904  ______________________________________________________________________
 LB1904* NAD 83(1986) POSITION- 40 08 35.     (N) 087 31 35.     (W)   SCALED
 LB1904* NAVD 88 ORTHO HEIGHT -   195.524 (meters)      641.48  (feet) ADJUSTED
 LB1904  ______________________________________________________________________
 LB1904  GEOID HEIGHT    -        -32.724 (meters)                     GEOID18
 LB1904  DYNAMIC HEIGHT  -        195.425 (meters)      641.16  (feet) COMP
 LB1904  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LB1904
 LB1904  VERT ORDER      -  SECOND    CLASS 0
 LB1904
 LB1904.The horizontal coordinates were scaled from a map and have
 LB1904.an estimated accuracy of +/- 6 seconds.
 LB1904
 LB1904.The orthometric height was determined by differential leveling and
 LB1904.adjusted by the NATIONAL GEODETIC SURVEY
 LB1904.in June 1991.
 LB1904
 LB1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1904.GEOID18 height accuracy estimate available here.
 LB1904
 LB1904.Click photographs - Photos may exist for this station.
 LB1904
 LB1904.The dynamic height is computed by dividing the NAVD 88
 LB1904.geopotential number by the normal gravity value computed on the
 LB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1904.degrees latitude (g = 980.6199 gals.).
 LB1904
 LB1904.The modeled gravity was interpolated from observed gravity values.
 LB1904
 LB1904;                    North         East    Units  Estimated Accuracy
 LB1904;SPC IN W     -   543,500.      862,250.      MT  (+/- 180 meters Scaled)
 LB1904
 LB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK551437(NAD 83)
 LB1904
 LB1904                          SUPERSEDED SURVEY CONTROL
 LB1904
 LB1904  NGVD 29 (??/??/92)  195.572  (m)          641.64   (f) ADJ UNCH    2 0
 LB1904
 LB1904.Superseded values are not recommended for survey control.
 LB1904
 LB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1904.See file dsdata.pdf to determine how the superseded data were derived.
 LB1904
 LB1904_MARKER: DB = BENCH MARK DISK
 LB1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1904_STAMPING: B 34 1934
 LB1904_MARK LOGO: CGS
 LB1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1904+STABILITY: SURFACE MOTION
 LB1904
 LB1904  HISTORY     - Date     Condition        Report By
 LB1904  HISTORY     - 1934     MONUMENTED       CGS
 LB1904  HISTORY     - 1966     MARK NOT FOUND   CGS
 LB1904
 LB1904                          STATION DESCRIPTION
 LB1904
 LB1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1904'5.6 MI E FROM DANVILLE.
 LB1904'IN WARREN COUNTY, INDIANA, 5.6 MILES EAST ALONG THE PEORIA AND
 LB1904'EASTERN RAILWAY FROM THE STATION AT DANVILLE, VERMILION COUNTY,
 LB1904'ILLINOIS 0.25 MILE EAST OF THE INDIANA-ILLINOIS STATE LINE,
 LB1904'6 RAILS WEST OF POLE 79+20, IN THE SOUTHWEST ANGLE OF A
 LB1904'GRAVEL-ROAD CROSSING, 10 YARDS SOUTH OF THE SOUTH RAIL, 10 YARDS
 LB1904'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 2 RAILS WEST OF BRIDGE
 LB1904'180, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LB1904'STAMPED B 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1904'1 FOOT ABOVE GROUND.
 LB1904
 LB1904                          STATION RECOVERY (1966)
 LB1904
 LB1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB1904'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2124 ***********************************************************************
 ME2124  DESIGNATION -  B 349
 ME2124  PID         -  ME2124
 ME2124  STATE/COUNTY-  IN/LAKE
 ME2124  COUNTRY     -  US
 ME2124  USGS QUAD   -  GARY (2019)
 ME2124
 ME2124                         *CURRENT SURVEY CONTROL
 ME2124  ______________________________________________________________________
 ME2124* NAD 83(1986) POSITION- 41 35 51.     (N) 087 18 20.     (W)   SCALED
 ME2124* NAVD 88 ORTHO HEIGHT -   186.542 (meters)      612.01  (feet) ADJUSTED
 ME2124  ______________________________________________________________________
 ME2124  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 ME2124  DYNAMIC HEIGHT  -        186.473 (meters)      611.79  (feet) COMP
 ME2124  MODELED GRAVITY -    980,249.9   (mgal)                       NAVD 88
 ME2124
 ME2124  VERT ORDER      -  FIRST     CLASS II
 ME2124
 ME2124.The horizontal coordinates were scaled from a map and have
 ME2124.an estimated accuracy of +/- 6 seconds.
 ME2124
 ME2124.The orthometric height was determined by differential leveling and
 ME2124.adjusted by the NATIONAL GEODETIC SURVEY
 ME2124.in June 1991.
 ME2124
 ME2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2124.GEOID18 height accuracy estimate available here.
 ME2124
 ME2124.Click photographs - Photos may exist for this station.
 ME2124
 ME2124.The dynamic height is computed by dividing the NAVD 88
 ME2124.geopotential number by the normal gravity value computed on the
 ME2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2124.degrees latitude (g = 980.6199 gals.).
 ME2124
 ME2124.The modeled gravity was interpolated from observed gravity values.
 ME2124
 ME2124;                    North         East    Units  Estimated Accuracy
 ME2124;SPC IN W     -   704,940.      881,470.      MT  (+/- 180 meters Scaled)
 ME2124
 ME2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745051(NAD 83)
 ME2124
 ME2124                          SUPERSEDED SURVEY CONTROL
 ME2124
 ME2124  NGVD 29 (01/19/93)  186.651  (m)          612.37   (f) ADJUSTED    1 2
 ME2124  NGVD 29 (??/??/92)  186.650  (m)          612.37   (f) SUPERSEDED  1 2
 ME2124
 ME2124.Superseded values are not recommended for survey control.
 ME2124
 ME2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2124.See file dsdata.pdf to determine how the superseded data were derived.
 ME2124
 ME2124_MARKER: DV = VERTICAL CONTROL DISK
 ME2124_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2124_SP_SET: PIER
 ME2124_STAMPING: B 349 1985
 ME2124_MARK LOGO: NGS
 ME2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2124+STABILITY: POSITION/ELEVATION WELL
 ME2124
 ME2124  HISTORY     - Date     Condition        Report By
 ME2124  HISTORY     - 1985     MONUMENTED       NGS
 ME2124
 ME2124                          STATION DESCRIPTION
 ME2124
 ME2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2124'IN GARY.
 ME2124'IN GARY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 ME2124'12, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 8
 ME2124'COLUMNS OF THE CENTER PIER OF THE U.S. HIGHWAY OVERPASS OF THE
 ME2124'INTERSTATE HIGHWAY, 8.1 M (26.6 FT) NORTH OF THE CENTER OF THE EAST
 ME2124'BOUND LANES OF THE U.S. HIGHWAY, AND 8.1 M (26.6 FT) SOUTH OF THE
 ME2124'CENTER OF THE WEST BOUND LANES OF THE U.S. HIGHWAY.
 ME2124'THE MARK IS 1.5 M ABOVE THE U.S. HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0481 ***********************************************************************
 LA0481  DESIGNATION -  B 35
 LA0481  PID         -  LA0481
 LA0481  STATE/COUNTY-  IN/ADAMS
 LA0481  COUNTRY     -  US
 LA0481  USGS QUAD   -  WREN (2016)
 LA0481
 LA0481                         *CURRENT SURVEY CONTROL
 LA0481  ______________________________________________________________________
 LA0481* NAD 83(1986) POSITION- 40 48 59.     (N) 084 52 22.     (W)   SCALED
 LA0481* NAVD 88 ORTHO HEIGHT -   245.527 (meters)      805.53  (feet) ADJUSTED
 LA0481  ______________________________________________________________________
 LA0481  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 LA0481  DYNAMIC HEIGHT  -        245.418 (meters)      805.18  (feet) COMP
 LA0481  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 LA0481
 LA0481  VERT ORDER      -  SECOND    CLASS 0
 LA0481
 LA0481.The horizontal coordinates were scaled from a map and have
 LA0481.an estimated accuracy of +/- 6 seconds.
 LA0481
 LA0481.The orthometric height was determined by differential leveling and
 LA0481.adjusted by the NATIONAL GEODETIC SURVEY
 LA0481.in June 1991.
 LA0481
 LA0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0481.GEOID18 height accuracy estimate available here.
 LA0481
 LA0481.Click photographs - Photos may exist for this station.
 LA0481
 LA0481.The dynamic height is computed by dividing the NAVD 88
 LA0481.geopotential number by the normal gravity value computed on the
 LA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0481.degrees latitude (g = 980.6199 gals.).
 LA0481
 LA0481.The modeled gravity was interpolated from observed gravity values.
 LA0481
 LA0481;                    North         East    Units  Estimated Accuracy
 LA0481;SPC IN E     -   618,470.      166,980.      MT  (+/- 180 meters Scaled)
 LA0481
 LA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794205(NAD 83)
 LA0481
 LA0481                          SUPERSEDED SURVEY CONTROL
 LA0481
 LA0481  NGVD 29 (??/??/92)  245.681  (m)          806.04   (f) ADJ UNCH    2 0
 LA0481
 LA0481.Superseded values are not recommended for survey control.
 LA0481
 LA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0481.See file dsdata.pdf to determine how the superseded data were derived.
 LA0481
 LA0481_MARKER: DB = BENCH MARK DISK
 LA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0481_STAMPING: B 35 1934
 LA0481_MARK LOGO: CGS
 LA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0481+STABILITY: SURFACE MOTION
 LA0481
 LA0481  HISTORY     - Date     Condition        Report By
 LA0481  HISTORY     - 1934     MONUMENTED       CGS
 LA0481  HISTORY     - 1947     GOOD             CGS
 LA0481  HISTORY     - 1974     GOOD             BRADY
 LA0481
 LA0481                          STATION DESCRIPTION
 LA0481
 LA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0481'2.8 MI E FROM DECATUR.
 LA0481'ABOUT 2.8 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0481'DECATUR, ABOUT 0.2 MILE WEST OF MILE POST M 93, ABOUT 0.25 MILE
 LA0481'EAST OF A PAVED ROAD CROSSING, AT A PRIVATE FIELD ROAD CROSSING,
 LA0481'20 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF THE
 LA0481'SOUTH RAIL OF THE SOUTH TRACK, IN THE TOP OF THE SOUTH EDGE OF THE
 LA0481'RAILROAD FILL, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 LA0481'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0481'3 INCHES.
 LA0481
 LA0481                          STATION RECOVERY (1974)
 LA0481
 LA0481'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2162 ***********************************************************************
 ME2162  DESIGNATION -  B 350
 ME2162  PID         -  ME2162
 ME2162  STATE/COUNTY-  IN/LA PORTE
 ME2162  COUNTRY     -  US
 ME2162  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2162
 ME2162                         *CURRENT SURVEY CONTROL
 ME2162  ______________________________________________________________________
 ME2162* NAD 83(1986) POSITION- 41 43 59.     (N) 086 51 25.     (W)   SCALED
 ME2162* NAVD 88 ORTHO HEIGHT -   189.672 (meters)      622.28  (feet) ADJUSTED
 ME2162  ______________________________________________________________________
 ME2162  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME2162  DYNAMIC HEIGHT  -        189.602 (meters)      622.05  (feet) COMP
 ME2162  MODELED GRAVITY -    980,251.1   (mgal)                       NAVD 88
 ME2162
 ME2162  VERT ORDER      -  FIRST     CLASS II
 ME2162
 ME2162.The horizontal coordinates were scaled from a map and have
 ME2162.an estimated accuracy of +/- 6 seconds.
 ME2162
 ME2162.The orthometric height was determined by differential leveling and
 ME2162.adjusted by the NATIONAL GEODETIC SURVEY
 ME2162.in June 1991.
 ME2162
 ME2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2162.GEOID18 height accuracy estimate available here.
 ME2162
 ME2162.Click photographs - Photos may exist for this station.
 ME2162
 ME2162.The dynamic height is computed by dividing the NAVD 88
 ME2162.geopotential number by the normal gravity value computed on the
 ME2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2162.degrees latitude (g = 980.6199 gals.).
 ME2162
 ME2162.The modeled gravity was interpolated from observed gravity values.
 ME2162
 ME2162;                    North         East    Units  Estimated Accuracy
 ME2162;SPC IN W     -   719,990.      918,830.      MT  (+/- 180 meters Scaled)
 ME2162
 ME2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM118201(NAD 83)
 ME2162
 ME2162                          SUPERSEDED SURVEY CONTROL
 ME2162
 ME2162  NGVD 29 (01/19/93)  189.783  (m)          622.65   (f) ADJUSTED    1 2
 ME2162
 ME2162.Superseded values are not recommended for survey control.
 ME2162
 ME2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2162.See file dsdata.pdf to determine how the superseded data were derived.
 ME2162
 ME2162_MARKER: F = FLANGE-ENCASED ROD
 ME2162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2162_STAMPING: B 350 1985
 ME2162_MARK LOGO: NGS
 ME2162_PROJECTION: FLUSH
 ME2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2162+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 ME2162_ROD/PIPE-DEPTH: 14.6 meters
 ME2162
 ME2162  HISTORY     - Date     Condition        Report By
 ME2162  HISTORY     - 1985     MONUMENTED       NGS
 ME2162  HISTORY     - 20210803 GOOD             LFA
 ME2162
 ME2162                          STATION DESCRIPTION
 ME2162
 ME2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2162'4.4 KM (2.75 MI) NE FROM MICHIGAN CITY.
 ME2162'4.4 KM (2.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2162'COURTHOUSE IN MICHIGAN CITY, 130.0 M (426.5 FT) SOUTHWEST OF THE
 ME2162'CENTER OF KARWICK ROAD, 12.5 M (41.0 FT) SOUTHEAST OF THE CENTERLINE
 ME2162'OF THE HIGHWAY, 6.4 M (21.0 FT) WEST OF THE CENTER OF THE A HEADWALL,
 ME2162'AND 1.1 M (3.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 957 429.
 ME2162'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2162'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 ME2162'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ME2162
 ME2162                          STATION RECOVERY (2021)
 ME2162
 ME2162'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME2162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1669 ***********************************************************************
 KA1669  DESIGNATION -  B 351
 KA1669  PID         -  KA1669
 KA1669  STATE/COUNTY-  IN/PUTNAM
 KA1669  COUNTRY     -  US
 KA1669  USGS QUAD   -  CLOVERDALE (2019)
 KA1669
 KA1669                         *CURRENT SURVEY CONTROL
 KA1669  ______________________________________________________________________
 KA1669* NAD 83(1986) POSITION- 39 35 18.     (N) 086 48 07.     (W)   SCALED
 KA1669* NAVD 88 ORTHO HEIGHT -   239.720 (meters)      786.48  (feet) ADJUSTED
 KA1669  ______________________________________________________________________
 KA1669  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 KA1669  DYNAMIC HEIGHT  -        239.584 (meters)      786.04  (feet) COMP
 KA1669  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA1669
 KA1669  VERT ORDER      -  FIRST     CLASS II
 KA1669
 KA1669.The horizontal coordinates were scaled from a map and have
 KA1669.an estimated accuracy of +/- 6 seconds.
 KA1669
 KA1669.The orthometric height was determined by differential leveling and
 KA1669.adjusted by the NATIONAL GEODETIC SURVEY
 KA1669.in June 1991.
 KA1669
 KA1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1669.GEOID18 height accuracy estimate available here.
 KA1669
 KA1669.Click photographs - Photos may exist for this station.
 KA1669
 KA1669.The dynamic height is computed by dividing the NAVD 88
 KA1669.geopotential number by the normal gravity value computed on the
 KA1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1669.degrees latitude (g = 980.6199 gals.).
 KA1669
 KA1669.The modeled gravity was interpolated from observed gravity values.
 KA1669
 KA1669;                    North         East    Units  Estimated Accuracy
 KA1669;SPC IN W     -   481,850.      924,170.      MT  (+/- 180 meters Scaled)
 KA1669
 KA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ170820(NAD 83)
 KA1669
 KA1669                          SUPERSEDED SURVEY CONTROL
 KA1669
 KA1669.No superseded survey control is available for this station.
 KA1669
 KA1669_MARKER: I = METAL ROD
 KA1669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1669_STAMPING: B 351 1985
 KA1669_MARK LOGO: NGS
 KA1669_PROJECTION: FLUSH
 KA1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1669_ROD/PIPE-DEPTH: 8.5 meters
 KA1669
 KA1669  HISTORY     - Date     Condition        Report By
 KA1669  HISTORY     - 1985     MONUMENTED       NGS
 KA1669
 KA1669                          STATION DESCRIPTION
 KA1669
 KA1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1669'28.8 KM (17.9 MI) WEST FROM BELLEVILLE.
 KA1669'28.8 KM (17.9 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1669'WITH STATE HIGHWAY 39 IN BELLEVILLE, OR 29.1 KM (18.05 MI)
 KA1669'NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA1669'HIGHWAY 59 IN BRAZIL, 1.6 KM (1.0 MI) EAST OF THE INTERSECTION OF U.S.
 KA1669'HIGHWAY 231, 15.0 M (49.2 FT) SOUTH OF THE CENTERLINE OF THE EAST
 KA1669'BOUND LANES OF THE HIGHWAY, 14.2 M (46.6 FT) NORTHWEST OF THE
 KA1669'NORTHWEST CORNER OF A HOUSE, 7.3 M (24.0 FT) WEST OF THE CENTER OF A
 KA1669'DRIVEWAY, AND 1.4 M (4.6 FT) WEST OF A UTILITY POLE WITH 2 GUY WIRES.
 KA1669'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1669'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KA1669'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1657 ***********************************************************************
 KA1657  DESIGNATION -  B 352
 KA1657  PID         -  KA1657
 KA1657  STATE/COUNTY-  IN/HENDRICKS
 KA1657  COUNTRY     -  US
 KA1657  USGS QUAD   -  BROWNSBURG (2019)
 KA1657
 KA1657                         *CURRENT SURVEY CONTROL
 KA1657  ______________________________________________________________________
 KA1657* NAD 83(1986) POSITION- 39 45 33.5    (N) 086 25 43.8    (W)   HD_HELD2
 KA1657* NAVD 88 ORTHO HEIGHT -   252.725 (meters)      829.15  (feet) ADJUSTED
 KA1657  ______________________________________________________________________
 KA1657  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 KA1657  DYNAMIC HEIGHT  -        252.587 (meters)      828.70  (feet) COMP
 KA1657  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 KA1657
 KA1657  VERT ORDER      -  FIRST     CLASS II
 KA1657
 KA1657.The horizontal coordinates were established by autonomous hand held GPS
 KA1657.observations and have an estimated accuracy of +/- 10 meters.
 KA1657
 KA1657.The orthometric height was determined by differential leveling and
 KA1657.adjusted by the NATIONAL GEODETIC SURVEY
 KA1657.in June 1991.
 KA1657
 KA1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1657.GEOID18 height accuracy estimate available here.
 KA1657
 KA1657.Click photographs - Photos may exist for this station.
 KA1657
 KA1657.The dynamic height is computed by dividing the NAVD 88
 KA1657.geopotential number by the normal gravity value computed on the
 KA1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1657.degrees latitude (g = 980.6199 gals.).
 KA1657
 KA1657.The modeled gravity was interpolated from observed gravity values.
 KA1657
 KA1657;                    North         East    Units  Estimated Accuracy
 KA1657;SPC IN W     -   500,999.      956,084.      MT  (+/- 10 meters HH2 GPS)
 KA1657
 KA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4892501199(NAD 83)
 KA1657
 KA1657                          SUPERSEDED SURVEY CONTROL
 KA1657
 KA1657.No superseded survey control is available for this station.
 KA1657
 KA1657_MARKER: I = METAL ROD
 KA1657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1657_STAMPING: B 352 1985
 KA1657_MARK LOGO: NGS
 KA1657_PROJECTION: RECESSED 1 CENTIMETERS
 KA1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1657+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 KA1657_ROD/PIPE-DEPTH: 14.6 meters
 KA1657
 KA1657  HISTORY     - Date     Condition        Report By
 KA1657  HISTORY     - 1985     MONUMENTED       NGS
 KA1657  HISTORY     - 20110505 GOOD             JCLS
 KA1657  HISTORY     - 20110711 GOOD             GEOCAC
 KA1657  HISTORY     - 20130508 GOOD             GEOCAC
 KA1657
 KA1657                          STATION DESCRIPTION
 KA1657
 KA1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1657'8.5 KM (5.3 MI) EAST FROM DANVILLE.
 KA1657'8.5 KM (5.3 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION
 KA1657'WITH STATE HIGHWAY 39 IN DANVILLE, 64.9 M (212.9 FT) SOUTH OF THE
 KA1657'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 29.5 M (96.8 FT)
 KA1657'NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE, 14.0 M
 KA1657'(45.9 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, 7.9 M
 KA1657'(25.9 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD LEADING EAST,
 KA1657'AND 0.8 M (2.6 FT) SOUTH OF UTILITY POLE NUMBER 72-359 WITH 1 GUY
 KA1657'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1657'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KA1657
 KA1657                          STATION RECOVERY (2011)
 KA1657
 KA1657'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA1657'RECOVERED IN GOOD CONDITION.
 KA1657
 KA1657                          STATION RECOVERY (2011)
 KA1657
 KA1657'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA1657'PREVIOUS DESCRIBED UTILITY POLE IS MISSING.  STATION IS 26 PACES NORTH
 KA1657'OF CENTERLINE OF WESTBOUND LANE OF THE DRIVEWAY TO THE HEARTH AT
 KA1657'PRESTWICK FACILITY.
 KA1657
 KA1657                          STATION RECOVERY (2013)
 KA1657
 KA1657'RECOVERY NOTE BY GEOCACHING 2013 (KMB)
 KA1657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1694 ***********************************************************************
 KA1694  DESIGNATION -  B 353
 KA1694  PID         -  KA1694
 KA1694  STATE/COUNTY-  IN/VIGO
 KA1694  COUNTRY     -  US
 KA1694  USGS QUAD   -  SEELYVILLE (2019)
 KA1694
 KA1694                         *CURRENT SURVEY CONTROL
 KA1694  ______________________________________________________________________
 KA1694* NAD 83(1986) POSITION- 39 26 37.     (N) 087 19 59.     (W)   SCALED
 KA1694* NAVD 88 ORTHO HEIGHT -   170.031 (meters)      557.84  (feet) ADJUSTED
 KA1694  ______________________________________________________________________
 KA1694  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 KA1694  DYNAMIC HEIGHT  -        169.934 (meters)      557.53  (feet) COMP
 KA1694  MODELED GRAVITY -    980,052.7   (mgal)                       NAVD 88
 KA1694
 KA1694  VERT ORDER      -  FIRST     CLASS II
 KA1694
 KA1694.The horizontal coordinates were scaled from a map and have
 KA1694.an estimated accuracy of +/- 6 seconds.
 KA1694
 KA1694.The orthometric height was determined by differential leveling and
 KA1694.adjusted by the NATIONAL GEODETIC SURVEY
 KA1694.in June 1991.
 KA1694
 KA1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1694.GEOID18 height accuracy estimate available here.
 KA1694
 KA1694.Click photographs - Photos may exist for this station.
 KA1694
 KA1694.The dynamic height is computed by dividing the NAVD 88
 KA1694.geopotential number by the normal gravity value computed on the
 KA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1694.degrees latitude (g = 980.6199 gals.).
 KA1694
 KA1694.The modeled gravity was interpolated from observed gravity values.
 KA1694
 KA1694;                    North         East    Units  Estimated Accuracy
 KA1694;SPC IN W     -   465,770.      878,500.      MT  (+/- 180 meters Scaled)
 KA1694
 KA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ713660(NAD 83)
 KA1694
 KA1694                          SUPERSEDED SURVEY CONTROL
 KA1694
 KA1694.No superseded survey control is available for this station.
 KA1694
 KA1694_MARKER: I = METAL ROD
 KA1694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1694_STAMPING: B 353 1985
 KA1694_MARK LOGO: NGS
 KA1694_PROJECTION: RECESSED 2 CENTIMETERS
 KA1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1694_ROD/PIPE-DEPTH: 10.7 meters
 KA1694
 KA1694  HISTORY     - Date     Condition        Report By
 KA1694  HISTORY     - 1985     MONUMENTED       NGS
 KA1694
 KA1694                          STATION DESCRIPTION
 KA1694
 KA1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1694'4.5 KM (2.8 MI) EAST FROM TERRE HAUTE.
 KA1694'4.0 KM (2.5 MI) EASTERLY ALONG HULMAN STREET FROM ITS JUNCTION WITH
 KA1694'25TH STREET IN SOUTHEAST TERRE HAUTE, THENCE 0.5 KM (0.3 MI) SOUTHERLY
 KA1694'ALONG STATE HIGHWAY 46, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE
 KA1694'NORTH BOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT) NORTH OF THE CENTER
 KA1694'OF A DRIVEWAY, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE.
 KA1694'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1694'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1610 ***********************************************************************
 JA1610  DESIGNATION -  B 354
 JA1610  PID         -  JA1610
 JA1610  STATE/COUNTY-  IN/GREENE
 JA1610  COUNTRY     -  US
 JA1610  USGS QUAD   -  LYONS (2019)
 JA1610
 JA1610                         *CURRENT SURVEY CONTROL
 JA1610  ______________________________________________________________________
 JA1610* NAD 83(1986) POSITION- 38 56 45.08   (N) 087 00 56.80   (W)   HD_HELD1
 JA1610* NAVD 88 ORTHO HEIGHT -   161.117 (meters)      528.60  (feet) ADJUSTED
 JA1610  ______________________________________________________________________
 JA1610  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 JA1610  DYNAMIC HEIGHT  -        161.018 (meters)      528.27  (feet) COMP
 JA1610  MODELED GRAVITY -    980,008.6   (mgal)                       NAVD 88
 JA1610
 JA1610  VERT ORDER      -  FIRST     CLASS II
 JA1610
 JA1610.The horizontal coordinates were determined by differentially corrected
 JA1610.hand held GPS observations or other comparable positioning techniques
 JA1610.and have an estimated accuracy of +/- 3 meters.
 JA1610
 JA1610.The orthometric height was determined by differential leveling and
 JA1610.adjusted by the NATIONAL GEODETIC SURVEY
 JA1610.in June 1991.
 JA1610
 JA1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1610.GEOID18 height accuracy estimate available here.
 JA1610
 JA1610.Click photographs - Photos may exist for this station.
 JA1610
 JA1610.The dynamic height is computed by dividing the NAVD 88
 JA1610.geopotential number by the normal gravity value computed on the
 JA1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1610.degrees latitude (g = 980.6199 gals.).
 JA1610
 JA1610.The modeled gravity was interpolated from observed gravity values.
 JA1610
 JA1610;                    North         East    Units  Estimated Accuracy
 JA1610;SPC IN W     -   410,487.8     905,856.4     MT  (+/- 3 meters HH1 GPS) 
 JA1610
 JA1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9863210768(NAD 83)
 JA1610
 JA1610                          SUPERSEDED SURVEY CONTROL
 JA1610
 JA1610.No superseded survey control is available for this station.
 JA1610
 JA1610_MARKER: I = METAL ROD
 JA1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1610_STAMPING: B 354 1985
 JA1610_MARK LOGO: NGS
 JA1610_PROJECTION: FLUSH
 JA1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1610_ROD/PIPE-DEPTH: 11.9 meters
 JA1610
 JA1610  HISTORY     - Date     Condition        Report By
 JA1610  HISTORY     - 1985     MONUMENTED       NGS
 JA1610
 JA1610                          STATION DESCRIPTION
 JA1610
 JA1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1610'20.4 KM (12.7 MI) SW FROM WORTHINGTON.
 JA1610'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1610'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 15.0 KM (9.3
 JA1610'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 96.2 M (315.6 FT) EAST OF THE
 JA1610'CENTERLINE OF THE HIGHWAY, 3.6 M (11.8 FT) NORTH OF THE CENTER OF
 JA1610'COUNTY ROAD 500 SOUTH, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.
 JA1610'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1610'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1610'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1573 ***********************************************************************
 JA1573  DESIGNATION -  B 355
 JA1573  PID         -  JA1573
 JA1573  STATE/COUNTY-  IN/DAVIESS
 JA1573  COUNTRY     -  US
 JA1573  USGS QUAD   -  SANDY HOOK (2019)
 JA1573
 JA1573                         *CURRENT SURVEY CONTROL
 JA1573  ______________________________________________________________________
 JA1573* NAD 83(1986) POSITION- 38 34 02.     (N) 087 13 04.     (W)   SCALED
 JA1573* NAVD 88 ORTHO HEIGHT -   135.848 (meters)      445.69  (feet) ADJUSTED
 JA1573  ______________________________________________________________________
 JA1573  GEOID HEIGHT    -        -32.178 (meters)                     GEOID18
 JA1573  DYNAMIC HEIGHT  -        135.760 (meters)      445.41  (feet) COMP
 JA1573  MODELED GRAVITY -    979,981.3   (mgal)                       NAVD 88
 JA1573
 JA1573  VERT ORDER      -  FIRST     CLASS II
 JA1573
 JA1573.The horizontal coordinates were scaled from a map and have
 JA1573.an estimated accuracy of +/- 6 seconds.
 JA1573
 JA1573.The orthometric height was determined by differential leveling and
 JA1573.adjusted by the NATIONAL GEODETIC SURVEY
 JA1573.in June 1991.
 JA1573
 JA1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1573.GEOID18 height accuracy estimate available here.
 JA1573
 JA1573.Click photographs - Photos may exist for this station.
 JA1573
 JA1573.The dynamic height is computed by dividing the NAVD 88
 JA1573.geopotential number by the normal gravity value computed on the
 JA1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1573.degrees latitude (g = 980.6199 gals.).
 JA1573
 JA1573.The modeled gravity was interpolated from observed gravity values.
 JA1573
 JA1573;                    North         East    Units  Estimated Accuracy
 JA1573;SPC IN W     -   368,460.      888,280.      MT  (+/- 180 meters Scaled)
 JA1573
 JA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH810687(NAD 83)
 JA1573
 JA1573                          SUPERSEDED SURVEY CONTROL
 JA1573
 JA1573.No superseded survey control is available for this station.
 JA1573
 JA1573_MARKER: I = METAL ROD
 JA1573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1573_STAMPING: B 355 1986
 JA1573_MARK LOGO: NGS
 JA1573_PROJECTION: RECESSED 2 CENTIMETERS
 JA1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1573_ROD/PIPE-DEPTH: 6.7 meters
 JA1573
 JA1573  HISTORY     - Date     Condition        Report By
 JA1573  HISTORY     - 1986     MONUMENTED       NGS
 JA1573
 JA1573                          STATION DESCRIPTION
 JA1573
 JA1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1573'10.5 KM (6.5 MI) SW FROM WASHINGTON.
 JA1573'10.5 KM (6.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1573'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 3.1 KM (1.95 MI) NORTH OF
 JA1573'THE NORTH END OF A HIGHWAY BRIDGE SPANNING THE EAST FORK OF THE WHITE
 JA1573'RIVER, 24.0 M (78.7 FT) EAST OF THE HIGHWAY CENTER, 2.8 M (9.0 FT)
 JA1573'EAST OF THE CENTER OF A CONCRETE DRAINAGE DITCH, AND ON THE EXTENDED
 JA1573'CENTER OF COUNTY ROAD 300 W.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1573'THROUGH A 5-INCH LOGO CAP.
 JA1573'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1573'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1587 ***********************************************************************
 JA1587  DESIGNATION -  B 356
 JA1587  PID         -  JA1587
 JA1587  STATE/COUNTY-  IN/GIBSON
 JA1587  COUNTRY     -  US
 JA1587  USGS QUAD   -  OAKLAND CITY (2019)
 JA1587
 JA1587                         *CURRENT SURVEY CONTROL
 JA1587  ______________________________________________________________________
 JA1587* NAD 83(1986) POSITION- 38 21 07.     (N) 087 20 39.     (W)   SCALED
 JA1587* NAVD 88 ORTHO HEIGHT -   137.483 (meters)      451.06  (feet) ADJUSTED
 JA1587  ______________________________________________________________________
 JA1587  GEOID HEIGHT    -        -31.786 (meters)                     GEOID18
 JA1587  DYNAMIC HEIGHT  -        137.393 (meters)      450.76  (feet) COMP
 JA1587  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 JA1587
 JA1587  VERT ORDER      -  FIRST     CLASS II
 JA1587
 JA1587.The horizontal coordinates were scaled from a map and have
 JA1587.an estimated accuracy of +/- 6 seconds.
 JA1587
 JA1587.The orthometric height was determined by differential leveling and
 JA1587.adjusted by the NATIONAL GEODETIC SURVEY
 JA1587.in June 1991.
 JA1587
 JA1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1587.GEOID18 height accuracy estimate available here.
 JA1587
 JA1587.Click photographs - Photos may exist for this station.
 JA1587
 JA1587.The dynamic height is computed by dividing the NAVD 88
 JA1587.geopotential number by the normal gravity value computed on the
 JA1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1587.degrees latitude (g = 980.6199 gals.).
 JA1587
 JA1587.The modeled gravity was interpolated from observed gravity values.
 JA1587
 JA1587;                    North         East    Units  Estimated Accuracy
 JA1587;SPC IN W     -   344,590.      877,200.      MT  (+/- 180 meters Scaled)
 JA1587
 JA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH699449(NAD 83)
 JA1587
 JA1587                          SUPERSEDED SURVEY CONTROL
 JA1587
 JA1587.No superseded survey control is available for this station.
 JA1587
 JA1587_MARKER: I = METAL ROD
 JA1587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1587_STAMPING: B 356 1986
 JA1587_MARK LOGO: NGS
 JA1587_PROJECTION: FLUSH
 JA1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1587_ROD/PIPE-DEPTH: 15.8 meters
 JA1587
 JA1587  HISTORY     - Date     Condition        Report By
 JA1587  HISTORY     - 1986     MONUMENTED       NGS
 JA1587  HISTORY     - 20080425 GOOD             ACCU
 JA1587
 JA1587                          STATION DESCRIPTION
 JA1587
 JA1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1587'IN OAKLAND CITY.
 JA1587'IN OAKLAND CITY, AT THE INTERSECTION OF STATE HIGHWAYS 57 AND 357,
 JA1587'59.7 M (195.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 57, 6.5 M
 JA1587'(21.3 FT) EAST OF THE EXTENDED CENTER OF STATE HIGHWAY 357, 5.5 M
 JA1587'(18.0 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE,
 JA1587'5.4 M (17.7 FT) SOUTH OF THE CENTER OF COUNTY ROAD 1200 EAST, AND 1.0
 JA1587'M (3.3 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 JA1587'HAD THROUGH A 5-INCH LOGO CAP.
 JA1587'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JA1587'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1587
 JA1587                          STATION RECOVERY (2008)
 JA1587
 JA1587'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA1587'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1293 ***********************************************************************
 HA1293  DESIGNATION -  B 357
 HA1293  PID         -  HA1293
 HA1293  STATE/COUNTY-  IN/VANDERBURGH
 HA1293  COUNTRY     -  US
 HA1293  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1293
 HA1293                         *CURRENT SURVEY CONTROL
 HA1293  ______________________________________________________________________
 HA1293* NAD 83(1986) POSITION- 37 57 52.2    (N) 087 34 07.2    (W)   HD_HELD2
 HA1293* NAVD 88 ORTHO HEIGHT -   116.347 (meters)      381.72  (feet) ADJUSTED
 HA1293  ______________________________________________________________________
 HA1293  GEOID HEIGHT    -        -31.001 (meters)                     GEOID18
 HA1293  DYNAMIC HEIGHT  -        116.267 (meters)      381.45  (feet) COMP
 HA1293  MODELED GRAVITY -    979,938.9   (mgal)                       NAVD 88
 HA1293
 HA1293  VERT ORDER      -  FIRST     CLASS II
 HA1293
 HA1293.The horizontal coordinates were established by autonomous hand held GPS
 HA1293.observations and have an estimated accuracy of +/- 10 meters.
 HA1293
 HA1293.The orthometric height was determined by differential leveling and
 HA1293.adjusted by the NATIONAL GEODETIC SURVEY
 HA1293.in June 1991.
 HA1293
 HA1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1293.GEOID18 height accuracy estimate available here.
 HA1293
 HA1293.Click photographs - Photos may exist for this station.
 HA1293
 HA1293.The dynamic height is computed by dividing the NAVD 88
 HA1293.geopotential number by the normal gravity value computed on the
 HA1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1293.degrees latitude (g = 980.6199 gals.).
 HA1293
 HA1293.The modeled gravity was interpolated from observed gravity values.
 HA1293
 HA1293;                    North         East    Units  Estimated Accuracy
 HA1293;SPC IN W     -   301,665.      857,353.      MT  (+/- 10 meters HH2 GPS)
 HA1293
 HA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5004802028(NAD 83)
 HA1293
 HA1293                          SUPERSEDED SURVEY CONTROL
 HA1293
 HA1293.No superseded survey control is available for this station.
 HA1293
 HA1293_MARKER: I = METAL ROD
 HA1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1293_STAMPING: B 357 1986
 HA1293_MARK LOGO: NGS
 HA1293_PROJECTION: RECESSED 1 CENTIMETERS
 HA1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1293+STABILITY: POSITION/ELEVATION WELL
 HA1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1293+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2008
 HA1293_ROD/PIPE-DEPTH: 25.0 meters
 HA1293
 HA1293  HISTORY     - Date     Condition        Report By
 HA1293  HISTORY     - 1986     MONUMENTED       NGS
 HA1293  HISTORY     - 19981107 GOOD             USPSQD
 HA1293  HISTORY     - 20081001 GOOD             GEOCAC
 HA1293
 HA1293                          STATION DESCRIPTION
 HA1293
 HA1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1293'IN EVANSVILLE.
 HA1293'IN EVANSVILLE, AT THE INTERSECTION OF SECOND STREET SOUTHEAST AND
 HA1293'CHANDLER AVENUE, 20.0 M (65.6 FT) SOUTHWEST OF THE STREET CENTERLINE,
 HA1293'7.0 M (23.0 FT) SOUTHEAST OF THE AVENUE CENTER, 1.1 M (3.6 FT)
 HA1293'SOUTHEAST OF A CURB, 0.8 M (2.6 FT) NORTHEAST OF A UTILITY POLE WITH A
 HA1293'GUY WIRE, AND 0.7 M (2.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 HA1293'SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HA1293'CAP.
 HA1293'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 HA1293
 HA1293                          STATION RECOVERY (1998)
 HA1293
 HA1293'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1293'RECOVERED IN GOOD CONDITION.
 HA1293
 HA1293                          STATION RECOVERY (2008)
 HA1293
 HA1293'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2826 ***********************************************************************
 JZ2826  DESIGNATION -  B 358
 JZ2826  PID         -  JZ2826
 JZ2826  STATE/COUNTY-  IN/DECATUR
 JZ2826  COUNTRY     -  US
 JZ2826  USGS QUAD   -  GREENSBURG (2019)
 JZ2826
 JZ2826                         *CURRENT SURVEY CONTROL
 JZ2826  ______________________________________________________________________
 JZ2826* NAD 83(1986) POSITION- 39 20 53.5    (N) 085 29 03.4    (W)   HD_HELD2
 JZ2826* NAVD 88 ORTHO HEIGHT -   286.726 (meters)      940.70  (feet) ADJUSTED
 JZ2826  ______________________________________________________________________
 JZ2826  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ2826  DYNAMIC HEIGHT  -        286.547 (meters)      940.11  (feet) COMP
 JZ2826  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 JZ2826
 JZ2826  VERT ORDER      -  FIRST     CLASS II
 JZ2826
 JZ2826.The horizontal coordinates were established by autonomous hand held GPS
 JZ2826.observations and have an estimated accuracy of +/- 10 meters.
 JZ2826
 JZ2826.The orthometric height was determined by differential leveling and
 JZ2826.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2826.in June 1991.
 JZ2826
 JZ2826.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2826.GEOID18 height accuracy estimate available here.
 JZ2826
 JZ2826.Click photographs - Photos may exist for this station.
 JZ2826
 JZ2826.The dynamic height is computed by dividing the NAVD 88
 JZ2826.geopotential number by the normal gravity value computed on the
 JZ2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2826.degrees latitude (g = 980.6199 gals.).
 JZ2826
 JZ2826.The modeled gravity was interpolated from observed gravity values.
 JZ2826
 JZ2826;                    North         East    Units  Estimated Accuracy
 JZ2826;SPC IN E     -   455,167.      115,721.      MT  (+/- 10 meters HH2 GPS)
 JZ2826
 JZ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3060656512(NAD 83)
 JZ2826
 JZ2826                          SUPERSEDED SURVEY CONTROL
 JZ2826
 JZ2826.No superseded survey control is available for this station.
 JZ2826
 JZ2826_MARKER: F = FLANGE-ENCASED ROD
 JZ2826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2826_STAMPING: B 358 1986
 JZ2826_MARK LOGO: NGS
 JZ2826_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2826+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2013
 JZ2826_ROD/PIPE-DEPTH: 12.3 meters
 JZ2826
 JZ2826  HISTORY     - Date     Condition        Report By
 JZ2826  HISTORY     - 1986     MONUMENTED       NGS
 JZ2826  HISTORY     - 20131114 GOOD             GEOCAC
 JZ2826
 JZ2826                          STATION DESCRIPTION
 JZ2826
 JZ2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2826'IN GREENSBURG, AT 1132 BROADWAY STREET, 13.1 M (43.0 FT)
 JZ2826'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AT 1132 BROADWAY
 JZ2826'STREET, 6.5 M (21.3 FT) EAST OF THE CENTER THE STREET, 3.6 M (11.8 FT)
 JZ2826'NORTH OF THE CENTER OF A DRIVEWAY, 1.9 M (6.2 FT) SOUTH OF THE CENTER
 JZ2826'OF A 12-INCH METAL WATER METER COVER, AND 0.7 M (2.3 FT) NORTH OF A
 JZ2826'UTILITY POLE. NOTE-ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JZ2826'CAP.  THE MARK IS ABOUT LEVEL WITH THE STREET.
 JZ2826
 JZ2826                          STATION RECOVERY (2013)
 JZ2826
 JZ2826'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2797 ***********************************************************************
 JZ2797  DESIGNATION -  B 359
 JZ2797  PID         -  JZ2797
 JZ2797  STATE/COUNTY-  IN/DEARBORN
 JZ2797  COUNTRY     -  US
 JZ2797  USGS QUAD   -  GUILFORD (2019)
 JZ2797
 JZ2797                         *CURRENT SURVEY CONTROL
 JZ2797  ______________________________________________________________________
 JZ2797* NAD 83(1986) POSITION- 39 11 37.     (N) 084 54 22.     (W)   SCALED
 JZ2797* NAVD 88 ORTHO HEIGHT -   165.100 (meters)      541.67  (feet) ADJUSTED
 JZ2797  ______________________________________________________________________
 JZ2797  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 JZ2797  DYNAMIC HEIGHT  -        164.997 (meters)      541.33  (feet) COMP
 JZ2797  MODELED GRAVITY -    980,002.2   (mgal)                       NAVD 88
 JZ2797
 JZ2797  VERT ORDER      -  FIRST     CLASS II
 JZ2797
 JZ2797.The horizontal coordinates were scaled from a map and have
 JZ2797.an estimated accuracy of +/- 6 seconds.
 JZ2797
 JZ2797.The orthometric height was determined by differential leveling and
 JZ2797.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2797.in June 1991.
 JZ2797
 JZ2797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2797.GEOID18 height accuracy estimate available here.
 JZ2797
 JZ2797.Click photographs - Photos may exist for this station.
 JZ2797
 JZ2797.The dynamic height is computed by dividing the NAVD 88
 JZ2797.geopotential number by the normal gravity value computed on the
 JZ2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2797.degrees latitude (g = 980.6199 gals.).
 JZ2797
 JZ2797.The modeled gravity was interpolated from observed gravity values.
 JZ2797
 JZ2797;                    North         East    Units  Estimated Accuracy
 JZ2797;SPC IN E     -   438,270.      165,700.      MT  (+/- 180 meters Scaled)
 JZ2797
 JZ2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ808403(NAD 83)
 JZ2797
 JZ2797                          SUPERSEDED SURVEY CONTROL
 JZ2797
 JZ2797.No superseded survey control is available for this station.
 JZ2797
 JZ2797_MARKER: I = METAL ROD
 JZ2797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2797_STAMPING: B 359 1986
 JZ2797_MARK LOGO: NGS
 JZ2797_PROJECTION: FLUSH
 JZ2797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2797+STABILITY: POSITION/ELEVATION WELL
 JZ2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2797+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2015
 JZ2797_ROD/PIPE-DEPTH: 7.0 meters
 JZ2797_SLEEVE-DEPTH  : 6.0 meters
 JZ2797
 JZ2797  HISTORY     - Date     Condition        Report By
 JZ2797  HISTORY     - 1986     MONUMENTED       NGS
 JZ2797  HISTORY     - 20150211 GOOD             LOCHGR
 JZ2797
 JZ2797                          STATION DESCRIPTION
 JZ2797
 JZ2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2797'14.7 KM (9.15 MI) NORTH FROM LAWRENCEBURG.
 JZ2797'14.7 KM (9.15 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2797'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 25.0 M (82.0 FT) EAST-SOUTHEAST
 JZ2797'OF THE CENTER OF SAWDON ROAD, 22.7 M (74.5 FT) EAST OF THE CENTERLINE
 JZ2797'OF THE HIGHWAY, AND 15.6 M (51.2 FT) SOUTH OF A UTILITY POLE.
 JZ2797'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2797'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JZ2797'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 JZ2797
 JZ2797                          STATION RECOVERY (2015)
 JZ2797
 JZ2797'RECOVERY NOTE BY LOCHMUELLER GROUP 2015 (MGB)
 JZ2797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0770 ***********************************************************************
 LA0770  DESIGNATION -  B 36
 LA0770  PID         -  LA0770
 LA0770  STATE/COUNTY-  IN/HUNTINGTON
 LA0770  COUNTRY     -  US
 LA0770  USGS QUAD   -  HUNTINGTON (2019)
 LA0770
 LA0770                         *CURRENT SURVEY CONTROL
 LA0770  ______________________________________________________________________
 LA0770* NAD 83(1986) POSITION- 40 53 02.     (N) 085 29 06.     (W)   SCALED
 LA0770* NAVD 88 ORTHO HEIGHT -   226.558 (meters)      743.30  (feet) ADJUSTED
 LA0770  ______________________________________________________________________
 LA0770  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 LA0770  DYNAMIC HEIGHT  -        226.452 (meters)      742.95  (feet) COMP
 LA0770  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 LA0770
 LA0770  VERT ORDER      -  SECOND    CLASS 0
 LA0770
 LA0770.The horizontal coordinates were scaled from a map and have
 LA0770.an estimated accuracy of +/- 6 seconds.
 LA0770
 LA0770.The orthometric height was determined by differential leveling and
 LA0770.adjusted by the NATIONAL GEODETIC SURVEY
 LA0770.in June 1991.
 LA0770
 LA0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0770.GEOID18 height accuracy estimate available here.
 LA0770
 LA0770.Click photographs - Photos may exist for this station.
 LA0770
 LA0770.The dynamic height is computed by dividing the NAVD 88
 LA0770.geopotential number by the normal gravity value computed on the
 LA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0770.degrees latitude (g = 980.6199 gals.).
 LA0770
 LA0770.The modeled gravity was interpolated from observed gravity values.
 LA0770
 LA0770;                    North         East    Units  Estimated Accuracy
 LA0770;SPC IN E     -   625,680.      115,310.      MT  (+/- 180 meters Scaled)
 LA0770
 LA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276269(NAD 83)
 LA0770
 LA0770                          SUPERSEDED SURVEY CONTROL
 LA0770
 LA0770  NGVD 29 (??/??/92)  226.697  (m)          743.76   (f) ADJ UNCH    2 0
 LA0770
 LA0770.Superseded values are not recommended for survey control.
 LA0770
 LA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0770.See file dsdata.pdf to determine how the superseded data were derived.
 LA0770
 LA0770_MARKER: DB = BENCH MARK DISK
 LA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0770_STAMPING: B 36 1934
 LA0770_MARK LOGO: CGS
 LA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0770+STABILITY: SURFACE MOTION
 LA0770
 LA0770  HISTORY     - Date     Condition        Report By
 LA0770  HISTORY     - 1934     MONUMENTED       CGS
 LA0770  HISTORY     - 1965     GOOD             CGS
 LA0770  HISTORY     - 1978     GOOD             LOCSUR
 LA0770
 LA0770                          STATION DESCRIPTION
 LA0770
 LA0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0770'AT HUNTINGTON.
 LA0770'AT HUNTINGTON, HUNTINGTON COUNTY, ON THE ERIE RAILROAD, AT THE
 LA0770'STATION, 300 FEET NORTH OF THE CROSSING OF THE WABASH RAILROAD,
 LA0770'37.5 FEET WEST OF THE WEST RAIL OF THE TRACK, 27 FEET SOUTHEAST
 LA0770'OF THE SOUTHEAST END OF THE STATION, AND 3 FEET WEST OF A LAMPPOST.
 LA0770'A STANDARD DISK, STAMPED B 36 1934 AND SET IN THE TOP OF A CONCRETE
 LA0770'POST.
 LA0770
 LA0770                          STATION RECOVERY (1965)
 LA0770
 LA0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0770'RECOVERED IN GOOD CONDITION.
 LA0770
 LA0770                          STATION RECOVERY (1978)
 LA0770
 LA0770'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LA0770'FOUND STUB END OF CONC. POST BUT THE TOP OF POST AND THE BRASS PLATE
 LA0770'ARE MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1741 ***********************************************************************
 KA1741  DESIGNATION -  B 360
 KA1741  PID         -  KA1741
 KA1741  STATE/COUNTY-  IN/VERMILLION
 KA1741  COUNTRY     -  US
 KA1741  USGS QUAD   -  CLINTON (2019)
 KA1741
 KA1741                         *CURRENT SURVEY CONTROL
 KA1741  ______________________________________________________________________
 KA1741* NAD 83(2011) POSITION- 39 42 36.09838(N) 087 23 56.46804(W)   ADJUSTED
 KA1741* NAD 83(2011) ELLIP HT-   124.408 (meters)        (06/27/12)   ADJUSTED
 KA1741* NAD 83(2011) EPOCH   -  2010.00
 KA1741* NAVD 88 ORTHO HEIGHT -   157.252 (meters)      515.92  (feet) ADJUSTED
 KA1741  ______________________________________________________________________
 KA1741  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 KA1741  NAD 83(2011) X  -    222,972.193 (meters)                     COMP
 KA1741  NAD 83(2011) Y  - -4,908,374.269 (meters)                     COMP
 KA1741  NAD 83(2011) Z  -  4,053,349.072 (meters)                     COMP
 KA1741  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 KA1741  DYNAMIC HEIGHT  -        157.165 (meters)      515.63  (feet) COMP
 KA1741  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA1741
 KA1741  VERT ORDER      -  FIRST     CLASS II
 KA1741
 KA1741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1741  Standards:
 KA1741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1741  -------------------------------------------------------------------
 KA1741  NETWORK    1.07   2.39           0.50   0.34   1.22      0.00557526
 KA1741  -------------------------------------------------------------------
 KA1741  Click here for local accuracies and other accuracy information.
 KA1741
 KA1741.The horizontal coordinates were established by GPS observations
 KA1741.and adjusted by the National Geodetic Survey in June 2012.
 KA1741
 KA1741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1741.been affixed to the stable North American tectonic plate. See 
 KA1741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1741
 KA1741.The horizontal coordinates are valid at the epoch date displayed above
 KA1741.which is a decimal equivalence of Year/Month/Day.
 KA1741
 KA1741.The orthometric height was determined by differential leveling and
 KA1741.adjusted by the NATIONAL GEODETIC SURVEY
 KA1741.in June 1991.
 KA1741
 KA1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1741.GEOID18 height accuracy estimate available here.
 KA1741
 KA1741.Click photographs - Photos may exist for this station.
 KA1741
 KA1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1741
 KA1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1741
 KA1741.The ellipsoidal height was determined by GPS observations
 KA1741.and is referenced to NAD 83.
 KA1741
 KA1741.The dynamic height is computed by dividing the NAVD 88
 KA1741.geopotential number by the normal gravity value computed on the
 KA1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1741.degrees latitude (g = 980.6199 gals.).
 KA1741
 KA1741.The modeled gravity was interpolated from observed gravity values.
 KA1741
 KA1741. The following values were computed from the NAD 83(2011) position.
 KA1741
 KA1741;                    North         East     Units Scale Factor Converg.
 KA1741;SPC IN W     -   495,370.155   872,929.587   MT  0.99997569   -0 12 06.1
 KA1741;SPC IN W     - 1,625,226.92  2,863,936.49   sFT  0.99997569   -0 12 06.1
 KA1741;UTM  16      - 4,395,649.990   465,796.182   MT  0.99961440   -0 15 17.8
 KA1741
 KA1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1741!SPC IN W     -   0.99998048  x   0.99997569  =   0.99995617
 KA1741!UTM  16      -   0.99998048  x   0.99961440  =   0.99959489
 KA1741
 KA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6579695649(NAD 83)
 KA1741
 KA1741                          SUPERSEDED SURVEY CONTROL
 KA1741
 KA1741  NAD 83(2007)-  39 42 36.09848(N)    087 23 56.46895(W) AD(2002.00) 0
 KA1741  ELLIP H (02/10/07)  124.428  (m)                       GP(2002.00)    
 KA1741  NAD 83(1997)-  39 42 36.09848(N)    087 23 56.46901(W) AD(       ) B
 KA1741  ELLIP H (03/12/99)  124.433  (m)                       GP(       ) 2 1
 KA1741  NAVD 88             157.25   (m)          515.9    (f) LEVELING    3  
 KA1741
 KA1741.Superseded values are not recommended for survey control.
 KA1741
 KA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1741.See file dsdata.pdf to determine how the superseded data were derived.
 KA1741
 KA1741_MARKER: F = FLANGE-ENCASED ROD
 KA1741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1741_STAMPING: B 360 1986
 KA1741_MARK LOGO: NGS
 KA1741_PROJECTION: FLUSH
 KA1741_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1741+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2016
 KA1741_ROD/PIPE-DEPTH: 9.7 meters
 KA1741
 KA1741  HISTORY     - Date     Condition        Report By
 KA1741  HISTORY     - 1986     MONUMENTED       NGS
 KA1741  HISTORY     - 19980723 GOOD             WOOLPT
 KA1741  HISTORY     - 20050722 GOOD             JCLS
 KA1741  HISTORY     - 20110811 GOOD             JCLS
 KA1741  HISTORY     - 20160720 GOOD             INDOT
 KA1741
 KA1741                          STATION DESCRIPTION
 KA1741
 KA1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1741'6.7 KM (4.15 MI) NORTH FROM CLINTON.
 KA1741'6.7 KM (4.15 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1741'WITH STATE HIGHWAY 163 IN CLINTON, 37.0 M (121.4 FT) WEST OF THE
 KA1741'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT)
 KA1741'SOUTH OF THE CENTER OF THE CLINTON AIRPORT ENTRANCE ROAD, AND 4.0 M
 KA1741'(13.1 FT) SOUTH OF UTILITY POLE NUMBER 293-845.  NOTE--ACCESS TO DATUM
 KA1741'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1741'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 KA1741'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 KA1741
 KA1741                          STATION RECOVERY (1998)
 KA1741
 KA1741'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (CWH)
 KA1741'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (CWH).
 KA1741
 KA1741                          STATION RECOVERY (2005)
 KA1741
 KA1741'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KA1741'RECOVERED IN GOOD CONDITION.
 KA1741
 KA1741                          STATION RECOVERY (2011)
 KA1741
 KA1741'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA1741'RECOVERED IN GOOD CONDITION.
 KA1741
 KA1741                          STATION RECOVERY (2016)
 KA1741
 KA1741'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (BR)
 KA1741'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1748 ***********************************************************************
 KA1748  DESIGNATION -  B 361
 KA1748  PID         -  KA1748
 KA1748  STATE/COUNTY-  IN/VERMILLION
 KA1748  COUNTRY     -  US
 KA1748  USGS QUAD   -  DANA (2019)
 KA1748
 KA1748                         *CURRENT SURVEY CONTROL
 KA1748  ______________________________________________________________________
 KA1748* NAD 83(1986) POSITION- 39 48 45.     (N) 087 24 35.     (W)   SCALED
 KA1748* NAVD 88 ORTHO HEIGHT -   192.072 (meters)      630.16  (feet) ADJUSTED
 KA1748  ______________________________________________________________________
 KA1748  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 KA1748  DYNAMIC HEIGHT  -        191.967 (meters)      629.81  (feet) COMP
 KA1748  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 KA1748
 KA1748  VERT ORDER      -  FIRST     CLASS II
 KA1748
 KA1748.The horizontal coordinates were scaled from a map and have
 KA1748.an estimated accuracy of +/- 6 seconds.
 KA1748
 KA1748.The orthometric height was determined by differential leveling and
 KA1748.adjusted by the NATIONAL GEODETIC SURVEY
 KA1748.in June 1991.
 KA1748
 KA1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1748.GEOID18 height accuracy estimate available here.
 KA1748
 KA1748.Click photographs - Photos may exist for this station.
 KA1748
 KA1748.The dynamic height is computed by dividing the NAVD 88
 KA1748.geopotential number by the normal gravity value computed on the
 KA1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1748.degrees latitude (g = 980.6199 gals.).
 KA1748
 KA1748.The modeled gravity was interpolated from observed gravity values.
 KA1748
 KA1748;                    North         East    Units  Estimated Accuracy
 KA1748;SPC IN W     -   506,750.      872,050.      MT  (+/- 180 meters Scaled)
 KA1748
 KA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649070(NAD 83)
 KA1748
 KA1748                          SUPERSEDED SURVEY CONTROL
 KA1748
 KA1748.No superseded survey control is available for this station.
 KA1748
 KA1748_MARKER: I = METAL ROD
 KA1748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1748_STAMPING: B 361 1986
 KA1748_MARK LOGO: NGS
 KA1748_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1748_ROD/PIPE-DEPTH: 7.3 meters
 KA1748
 KA1748  HISTORY     - Date     Condition        Report By
 KA1748  HISTORY     - 1986     MONUMENTED       NGS
 KA1748  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1748
 KA1748                          STATION DESCRIPTION
 KA1748
 KA1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1748'16.9 KM (10.5 MI) SOUTH FROM CAYUGA.
 KA1748'16.9 KM (10.5 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1748'WITH STATE HIGHWAY 234 IN CAYUGA, 2.1 KM (1.3 MI) NORTH OF THE
 KA1748'INTERSECTION OF U.S. HIGHWAY 36, AND 30.9 M (101.4 FT) WEST OF THE
 KA1748'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 KA1748'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1748'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KA1748'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KA1748
 KA1748                          STATION RECOVERY (2005)
 KA1748
 KA1748'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1748'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2110 ***********************************************************************
 LB2110  DESIGNATION -  B 366
 LB2110  PID         -  LB2110
 LB2110  STATE/COUNTY-  IN/VERMILLION
 LB2110  COUNTRY     -  US
 LB2110  USGS QUAD   -  COVINGTON (2019)
 LB2110
 LB2110                         *CURRENT SURVEY CONTROL
 LB2110  ______________________________________________________________________
 LB2110* NAD 83(1986) POSITION- 40 08 31.70   (N) 087 29 25.59   (W)   HD_HELD1
 LB2110* NAVD 88 ORTHO HEIGHT -   195.459 (meters)      641.27  (feet) ADJUSTED
 LB2110  ______________________________________________________________________
 LB2110  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 LB2110  DYNAMIC HEIGHT  -        195.360 (meters)      640.94  (feet) COMP
 LB2110  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 LB2110
 LB2110  VERT ORDER      -  FIRST     CLASS II
 LB2110
 LB2110.The horizontal coordinates were determined by differentially corrected
 LB2110.hand held GPS observations or other comparable positioning techniques
 LB2110.and have an estimated accuracy of +/- 3 meters.
 LB2110
 LB2110.The orthometric height was determined by differential leveling and
 LB2110.adjusted by the NATIONAL GEODETIC SURVEY
 LB2110.in June 1991.
 LB2110
 LB2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2110.GEOID18 height accuracy estimate available here.
 LB2110
 LB2110.Click photographs - Photos may exist for this station.
 LB2110
 LB2110.The dynamic height is computed by dividing the NAVD 88
 LB2110.geopotential number by the normal gravity value computed on the
 LB2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2110.degrees latitude (g = 980.6199 gals.).
 LB2110
 LB2110.The modeled gravity was interpolated from observed gravity values.
 LB2110
 LB2110;                    North         East    Units  Estimated Accuracy
 LB2110;SPC IN W     -   543,379.1     865,308.7     MT  (+/- 3 meters HH1 GPS) 
 LB2110
 LB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5822243648(NAD 83)
 LB2110
 LB2110                          SUPERSEDED SURVEY CONTROL
 LB2110
 LB2110.No superseded survey control is available for this station.
 LB2110
 LB2110_MARKER: I = METAL ROD
 LB2110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2110_STAMPING: B 366 1986
 LB2110_MARK LOGO: NGS
 LB2110_PROJECTION: FLUSH
 LB2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2110_ROD/PIPE-DEPTH: 6.7 meters
 LB2110
 LB2110  HISTORY     - Date     Condition        Report By
 LB2110  HISTORY     - 1986     MONUMENTED       NGS
 LB2110
 LB2110                          STATION DESCRIPTION
 LB2110
 LB2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2110'12.9 KM (8.0 MI) EAST FROM DANVILLE IL.
 LB2110'12.9 KM (8.0 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LB2110'WITH U.S. HIGHWAY 150 IN DANVILLE IL, 20.1 M (65.9 FT) NORTH OF THE
 LB2110'CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) WEST OF THE CENTER OF
 LB2110'COUNTY ROAD 900 W, AND 0.7 M (2.3 FT) EAST OF A UTILITY POLE.
 LB2110'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2110'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LB2110'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3359 ***********************************************************************
 ME3359  DESIGNATION -  B 367
 ME3359  PID         -  ME3359
 ME3359  STATE/COUNTY-  IN/LAKE
 ME3359  COUNTRY     -  US
 ME3359  USGS QUAD   -  WHITING (2019)
 ME3359
 ME3359                         *CURRENT SURVEY CONTROL
 ME3359  ______________________________________________________________________
 ME3359* NAD 83(1986) POSITION- 41 39 21.     (N) 087 27 35.     (W)   SCALED
 ME3359* NAVD 88 ORTHO HEIGHT -   180.692 (meters)      592.82  (feet) ADJUSTED
 ME3359  ______________________________________________________________________
 ME3359  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 ME3359  DYNAMIC HEIGHT  -        180.627 (meters)      592.61  (feet) COMP
 ME3359  MODELED GRAVITY -    980,260.9   (mgal)                       NAVD 88
 ME3359
 ME3359  VERT ORDER      -  FIRST     CLASS II
 ME3359
 ME3359.The horizontal coordinates were scaled from a map and have
 ME3359.an estimated accuracy of +/- 6 seconds.
 ME3359
 ME3359.The orthometric height was determined by differential leveling and
 ME3359.adjusted by the NATIONAL GEODETIC SURVEY
 ME3359.in April 1995.
 ME3359
 ME3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3359.GEOID18 height accuracy estimate available here.
 ME3359
 ME3359.Click photographs - Photos may exist for this station.
 ME3359
 ME3359.The dynamic height is computed by dividing the NAVD 88
 ME3359.geopotential number by the normal gravity value computed on the
 ME3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3359.degrees latitude (g = 980.6199 gals.).
 ME3359
 ME3359.The modeled gravity was interpolated from observed gravity values.
 ME3359
 ME3359;                    North         East    Units  Estimated Accuracy
 ME3359;SPC IN W     -   711,460.      868,650.      MT  (+/- 180 meters Scaled)
 ME3359
 ME3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM617116(NAD 83)
 ME3359
 ME3359                          SUPERSEDED SURVEY CONTROL
 ME3359
 ME3359  NGVD 29 (01/19/93)  180.805  (m)          593.19   (f) ADJUSTED    1 2
 ME3359
 ME3359.Superseded values are not recommended for survey control.
 ME3359
 ME3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3359.See file dsdata.pdf to determine how the superseded data were derived.
 ME3359
 ME3359_MARKER: DV = VERTICAL CONTROL DISK
 ME3359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME3359_SP_SET: FOOTING
 ME3359_STAMPING: B 367 1992
 ME3359_MARK LOGO: NGS
 ME3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3359+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3359
 ME3359  HISTORY     - Date     Condition        Report By
 ME3359  HISTORY     - 1992     MONUMENTED       NGS
 ME3359
 ME3359                          STATION DESCRIPTION
 ME3359
 ME3359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3359'4.3 KM (2.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 912 FROM THE
 ME3359'JUNCTION OF U.S. HIGHWAY 12 IN GARY, THENCE 0.7 KM (0.45 MI)
 ME3359'NORTHEASTERLY ALONG RILEY ROAD, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY
 ME3359'ALONG DICKY ROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH
 ME3359'CORNER OF THE WEST CONCRETE FOOTING FOR A HIGH LINE TOWER, 12.4 M
 ME3359'(40.7 FT) NORTHEAST OF THE CENTER OF THE ROAD, 7.6 M (24.9 FT)
 ME3359'NORTHWEST OF THE NORTHWEST END OF AN ABUTMENT FOR A DRAW BRIDGE, AND
 ME3359'1.9 M (6.2 FT) BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3396 ***********************************************************************
 ME3396  DESIGNATION -  B 368
 ME3396  PID         -  ME3396
 ME3396  STATE/COUNTY-  IN/KOSCIUSKO
 ME3396  COUNTRY     -  US
 ME3396  USGS QUAD   -  BOURBON (2019)
 ME3396
 ME3396                         *CURRENT SURVEY CONTROL
 ME3396  ______________________________________________________________________
 ME3396* NAD 83(1986) POSITION- 41 16 37.     (N) 086 02 55.     (W)   SCALED
 ME3396* NAVD 88 ORTHO HEIGHT -   250.332 (meters)      821.30  (feet) ADJUSTED
 ME3396  ______________________________________________________________________
 ME3396  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 ME3396  DYNAMIC HEIGHT  -        250.228 (meters)      820.96  (feet) COMP
 ME3396  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME3396
 ME3396  VERT ORDER      -  FIRST     CLASS II
 ME3396
 ME3396.The horizontal coordinates were scaled from a map and have
 ME3396.an estimated accuracy of +/- 6 seconds.
 ME3396
 ME3396.The orthometric height was determined by differential leveling and
 ME3396.adjusted by the NATIONAL GEODETIC SURVEY
 ME3396.in April 1995.
 ME3396
 ME3396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3396.GEOID18 height accuracy estimate available here.
 ME3396
 ME3396.Click photographs - Photos may exist for this station.
 ME3396
 ME3396.The dynamic height is computed by dividing the NAVD 88
 ME3396.geopotential number by the normal gravity value computed on the
 ME3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3396.degrees latitude (g = 980.6199 gals.).
 ME3396
 ME3396.The modeled gravity was interpolated from observed gravity values.
 ME3396
 ME3396;                    North         East    Units  Estimated Accuracy
 ME3396;SPC IN E     -   669,380.       68,000.      MT  (+/- 180 meters Scaled)
 ME3396
 ME3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796699(NAD 83)
 ME3396
 ME3396                          SUPERSEDED SURVEY CONTROL
 ME3396
 ME3396  NGVD 29 (01/19/93)  250.467  (m)          821.74   (f) ADJUSTED    1 2
 ME3396
 ME3396.Superseded values are not recommended for survey control.
 ME3396
 ME3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3396.See file dsdata.pdf to determine how the superseded data were derived.
 ME3396
 ME3396_MARKER: DV = VERTICAL CONTROL DISK
 ME3396_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3396_SP_SET: BUILDING
 ME3396_STAMPING: B 368 1992
 ME3396_MARK LOGO: NGS
 ME3396_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3396+STABILITY: POSITION/ELEVATION WELL
 ME3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3396+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 ME3396
 ME3396  HISTORY     - Date     Condition        Report By
 ME3396  HISTORY     - 1992     MONUMENTED       NGS
 ME3396  HISTORY     - 20060217 GOOD             DAVEVN
 ME3396
 ME3396                          STATION DESCRIPTION
 ME3396
 ME3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3396'IN ETNA GREEN, SET VERTICALLY IN THE NORTH FACE OF THE CHURCH OF
 ME3396'CHRIST AT 202 WEST BROADWAY, 37.2 M (122.0 FT) NORTH OF THE
 ME3396'CENTERLINE OF BROADWAY STREET, 14.6 M (47.9 FT) WEST OF THE CENTER OF
 ME3396'PEARL STREET, 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, AND 0.5 M
 ME3396'(1.6 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 ME3396
 ME3396                          STATION RECOVERY (2006)
 ME3396
 ME3396'RECOVERY NOTE BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 ME3396'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1410 ***********************************************************************
 LA1410  DESIGNATION -  B 37
 LA1410  PID         -  LA1410
 LA1410  STATE/COUNTY-  IN/GRANT
 LA1410  COUNTRY     -  US
 LA1410  USGS QUAD   -  GAS CITY (2019)
 LA1410
 LA1410                         *CURRENT SURVEY CONTROL
 LA1410  ______________________________________________________________________
 LA1410* NAD 83(1986) POSITION- 40 28 26.     (N) 085 33 28.     (W)   SCALED
 LA1410* NAVD 88 ORTHO HEIGHT -   266.067 (meters)      872.92  (feet) ADJUSTED
 LA1410  ______________________________________________________________________
 LA1410  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 LA1410  DYNAMIC HEIGHT  -        265.931 (meters)      872.48  (feet) COMP
 LA1410  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 LA1410
 LA1410  VERT ORDER      -  SECOND    CLASS 0
 LA1410
 LA1410.The horizontal coordinates were scaled from a map and have
 LA1410.an estimated accuracy of +/- 6 seconds.
 LA1410
 LA1410.The orthometric height was determined by differential leveling and
 LA1410.adjusted by the NATIONAL GEODETIC SURVEY
 LA1410.in June 1991.
 LA1410
 LA1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1410.GEOID18 height accuracy estimate available here.
 LA1410
 LA1410.Click photographs - Photos may exist for this station.
 LA1410
 LA1410.The dynamic height is computed by dividing the NAVD 88
 LA1410.geopotential number by the normal gravity value computed on the
 LA1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1410.degrees latitude (g = 980.6199 gals.).
 LA1410
 LA1410.The modeled gravity was interpolated from observed gravity values.
 LA1410
 LA1410;                    North         East    Units  Estimated Accuracy
 LA1410;SPC IN E     -   580,140.      109,230.      MT  (+/- 180 meters Scaled)
 LA1410
 LA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK222813(NAD 83)
 LA1410
 LA1410                          SUPERSEDED SURVEY CONTROL
 LA1410
 LA1410  NGVD 29 (??/??/92)  266.197  (m)          873.35   (f) ADJ UNCH    2 0
 LA1410
 LA1410.Superseded values are not recommended for survey control.
 LA1410
 LA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1410.See file dsdata.pdf to determine how the superseded data were derived.
 LA1410
 LA1410_MARKER: DB = BENCH MARK DISK
 LA1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1410_SP_SET: BRIDGE WALL
 LA1410_STAMPING: B 37 1934
 LA1410_MARK LOGO: CGS
 LA1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1410+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 LA1410
 LA1410  HISTORY     - Date     Condition        Report By
 LA1410  HISTORY     - 1934     MONUMENTED       CGS
 LA1410  HISTORY     - 1946     GOOD             CGS
 LA1410  HISTORY     - 20090323 GOOD             GEOCAC
 LA1410
 LA1410                          STATION DESCRIPTION
 LA1410
 LA1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1410'3.5 MI W FROM UPLAND.
 LA1410'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1410'AT UPLAND, GRANT COUNTY, AT BRIDGE 148.41 OVER A DIRT ROAD, IN
 LA1410'THE NORTHWEST CORNER OF THE CONCRETE BACK WALL, 11.5 FEET NORTH
 LA1410'OF THE NORTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
 LA1410'A STANDARD DISK, STAMPED B 37 1934.
 LA1410
 LA1410                          STATION RECOVERY (2009)
 LA1410
 LA1410'RECOVERY NOTE BY GEOCACHING 2009 (PJS)
 LA1410'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7508 ***********************************************************************
 DR7508  DESIGNATION -  B 375
 DR7508  PID         -  DR7508
 DR7508  STATE/COUNTY-  IN/ELKHART
 DR7508  COUNTRY     -  US
 DR7508  USGS QUAD   -  GOSHEN (2019)
 DR7508
 DR7508                         *CURRENT SURVEY CONTROL
 DR7508  ______________________________________________________________________
 DR7508* NAD 83(1986) POSITION- 41 35 31.39   (N) 085 47 26.81   (W)   HD_HELD1
 DR7508* NAVD 88 ORTHO HEIGHT -   259.487 (meters)      851.33  (feet) ADJUSTED
 DR7508  ______________________________________________________________________
 DR7508  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 DR7508  DYNAMIC HEIGHT  -        259.386 (meters)      851.00  (feet) COMP
 DR7508  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 DR7508
 DR7508  VERT ORDER      -  SECOND    CLASS I
 DR7508
 DR7508.The horizontal coordinates were determined by differentially corrected
 DR7508.hand held GPS observations or other comparable positioning techniques
 DR7508.and have an estimated accuracy of +/- 3 meters.
 DR7508
 DR7508.The orthometric height was determined by differential leveling and
 DR7508.adjusted by the NATIONAL GEODETIC SURVEY
 DR7508.in March 2022.
 DR7508
 DR7508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7508.GEOID18 height accuracy estimate available here.
 DR7508
 DR7508.Click photographs - Photos may exist for this station.
 DR7508
 DR7508.The dynamic height is computed by dividing the NAVD 88
 DR7508.geopotential number by the normal gravity value computed on the
 DR7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7508.degrees latitude (g = 980.6199 gals.).
 DR7508
 DR7508.The modeled gravity was interpolated from observed gravity values.
 DR7508
 DR7508;                    North         East    Units  Estimated Accuracy
 DR7508;SPC IN E     -   704,316.6      89,652.0     MT  (+/- 3 meters HH1 GPS) 
 DR7508
 DR7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0078205189(NAD 83)
 DR7508
 DR7508                          SUPERSEDED SURVEY CONTROL
 DR7508
 DR7508.No superseded survey control is available for this station.
 DR7508
 DR7508_MARKER: F = FLANGE-ENCASED ROD
 DR7508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7508_STAMPING: B 375 2018
 DR7508_MARK LOGO: NONE
 DR7508_PROJECTION: RECESSED 8 CENTIMETERS
 DR7508_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7508+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2018
 DR7508_ROD/PIPE-DEPTH: 10.4 meters
 DR7508_SLEEVE-DEPTH  : 0.9 meters
 DR7508
 DR7508  HISTORY     - Date     Condition        Report By
 DR7508  HISTORY     - 20180604 MONUMENTED       INDOT
 DR7508
 DR7508                          STATION DESCRIPTION
 DR7508
 DR7508'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7508'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF MIDDLEBURY,
 DR7508'6.7 MI (10.8 KM) NORTHWEST OF MILLERSBURG AND 2.4 MI (3.9 KM)
 DR7508'EAST-NORTHEAST OF GOSHEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7508'
 DR7508'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST LINCOLN AVENUE
 DR7508'(AKA STATE ROAD 4) IN THE TOWN OF GOSHEN, TRAVEL EAST AND NORTHEAST
 DR7508'2.33 MI (3.75 KM) ALONG EAST LINCOLN AVENUE TO THE MONUMENT ON THE
 DR7508'LEFT (NORTH) SIDE OF THE ROAD IN THE SOUTHWEST QUADRANT OF THE
 DR7508'INTERSECTION OF EAST LINCOLN AVENUE AND COUNTY ROAD 127.
 DR7508'
 DR7508'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 28 FT (8.5 M)
 DR7508'NORTH OF THE EAST LINCOLN AVENUE CENTERLINE, AND APPROXIMATELY 60 FT
 DR7508'(18.3 M) WEST OF THE COUNTY ROAD 127 CENTERLINE.  IT IS LOCATED 70.76
 DR7508'FT (21.6 M) NORTH-NORTHEAST OF A MAG NAIL SET IN THE NORTH FACE OF
 DR7508'POWER POLE 1600-16999, 28.88 FT (8.8 M) EAST-SOUTHEAST OF A MAG NAIL
 DR7508'SET IN THE SOUTHEAST FACE OF POWER POLE 1053369, 82.24 FT (25.1 M)
 DR7508'SOUTH-SOUTHWEST OF THE SOUTHWEST FACE OF POWER POLE 1053-368 AND 97.65
 DR7508'FT (29.8 M) WEST-SOUTHWEST OF THE SOUTHWEST FACE OF A WOOD CORNER POST
 DR7508'LOCATED ON THE SOUTH SIDE OF THE ROAD.
 DR7508'
 DR7508'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7508'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7533 ***********************************************************************
 DR7533  DESIGNATION -  B 376
 DR7533  PID         -  DR7533
 DR7533  STATE/COUNTY-  IN/LAGRANGE
 DR7533  COUNTRY     -  US
 DR7533  USGS QUAD   -  LAGRANGE (2019)
 DR7533
 DR7533                         *CURRENT SURVEY CONTROL
 DR7533  ______________________________________________________________________
 DR7533* NAD 83(1986) POSITION- 41 38 28.13   (N) 085 27 56.98   (W)   HD_HELD1
 DR7533* NAVD 88 ORTHO HEIGHT -   280.259 (meters)      919.48  (feet) ADJUSTED
 DR7533  ______________________________________________________________________
 DR7533  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 DR7533  DYNAMIC HEIGHT  -        280.152 (meters)      919.13  (feet) COMP
 DR7533  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 DR7533
 DR7533  VERT ORDER      -  SECOND    CLASS I
 DR7533
 DR7533.The horizontal coordinates were determined by differentially corrected
 DR7533.hand held GPS observations or other comparable positioning techniques
 DR7533.and have an estimated accuracy of +/- 3 meters.
 DR7533
 DR7533.The orthometric height was determined by differential leveling and
 DR7533.adjusted by the NATIONAL GEODETIC SURVEY
 DR7533.in March 2022.
 DR7533
 DR7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7533.GEOID18 height accuracy estimate available here.
 DR7533
 DR7533.Click photographs - Photos may exist for this station.
 DR7533
 DR7533.The dynamic height is computed by dividing the NAVD 88
 DR7533.geopotential number by the normal gravity value computed on the
 DR7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7533.degrees latitude (g = 980.6199 gals.).
 DR7533
 DR7533.The modeled gravity was interpolated from observed gravity values.
 DR7533
 DR7533;                    North         East    Units  Estimated Accuracy
 DR7533;SPC IN E     -   709,781.2     116,732.3     MT  (+/- 3 meters HH1 GPS) 
 DR7533
 DR7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2776911071(NAD 83)
 DR7533
 DR7533                          SUPERSEDED SURVEY CONTROL
 DR7533
 DR7533.No superseded survey control is available for this station.
 DR7533
 DR7533_MARKER: F = FLANGE-ENCASED ROD
 DR7533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7533_STAMPING: B 376 2018
 DR7533_MARK LOGO: NONE
 DR7533_PROJECTION: RECESSED 8 CENTIMETERS
 DR7533_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7533+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2018
 DR7533_ROD/PIPE-DEPTH: 8.4 meters
 DR7533_SLEEVE-DEPTH  : 0.9 meters
 DR7533
 DR7533  HISTORY     - Date     Condition        Report By
 DR7533  HISTORY     - 20180620 MONUMENTED       INDOT
 DR7533
 DR7533                          STATION DESCRIPTION
 DR7533
 DR7533'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7533'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHEAST OF TOPEKA,
 DR7533'6.3 MI (10.1 KM) EAST-SOUTHEAST OF SHIPSHEWANA AND 2.5 MI (4.0 KM)
 DR7533'WEST OF LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7533'
 DR7533'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7533'LAGRANGE, TRAVEL WEST 2.48 MI (3.99 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7533'MONUMENT ON THE RIGHT(NORTH) SIDE OF THE ROAD.
 DR7533'
 DR7533'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 34 FT (10.4 M)
 DR7533'NORTH OF THE U.S. HIGHWAY 20 CENTERLINE ON THE TOP OF BANK AND
 DR7533'APPROXIMATELY 170 FT (51.8 M) WEST OF THE PRIVATE DRIVE CENTERLINE FOR
 DR7533'2080 AND 2070 U.S. HIGHWAY 20.  IT IS LOCATED 15.0 FT (4.6 M)
 DR7533'SOUTH-SOUTHEAST OF THE CENTER OF A TELEPHONE PEDESTAL, 128.44 FT (39.1
 DR7533'M) WEST-SOUTHWEST OF A MAG NAIL SET IN THE SOUTH FACE OF A TREE IN THE
 DR7533'FENCE LINE AND 115.48 FT (35.2 M) NORTHWEST OF A MAG NAIL SET IN THE
 DR7533'NORTHEAST FACE OF POWER POLE 484-455.
 DR7533'
 DR7533'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7533'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7558 ***********************************************************************
 DR7558  DESIGNATION -  B 377
 DR7558  PID         -  DR7558
 DR7558  STATE/COUNTY-  IN/STEUBEN
 DR7558  COUNTRY     -  US
 DR7558  USGS QUAD   -  ANGOLA WEST (2019)
 DR7558
 DR7558                         *CURRENT SURVEY CONTROL
 DR7558  ______________________________________________________________________
 DR7558* NAD 83(1986) POSITION- 41 38 05.65   (N) 085 04 51.51   (W)   HD_HELD1
 DR7558* NAVD 88 ORTHO HEIGHT -   299.664 (meters)      983.15  (feet) ADJUSTED
 DR7558  ______________________________________________________________________
 DR7558  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 DR7558  DYNAMIC HEIGHT  -        299.551 (meters)      982.78  (feet) COMP
 DR7558  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 DR7558
 DR7558  VERT ORDER      -  SECOND    CLASS I
 DR7558
 DR7558.The horizontal coordinates were determined by differentially corrected
 DR7558.hand held GPS observations or other comparable positioning techniques
 DR7558.and have an estimated accuracy of +/- 3 meters.
 DR7558
 DR7558.The orthometric height was determined by differential leveling and
 DR7558.adjusted by the NATIONAL GEODETIC SURVEY
 DR7558.in March 2022.
 DR7558
 DR7558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7558.GEOID18 height accuracy estimate available here.
 DR7558
 DR7558.Click photographs - Photos may exist for this station.
 DR7558
 DR7558.The dynamic height is computed by dividing the NAVD 88
 DR7558.geopotential number by the normal gravity value computed on the
 DR7558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7558.degrees latitude (g = 980.6199 gals.).
 DR7558
 DR7558.The modeled gravity was interpolated from observed gravity values.
 DR7558
 DR7558;                    North         East    Units  Estimated Accuracy
 DR7558;SPC IN E     -   709,233.9     148,799.9     MT  (+/- 3 meters HH1 GPS) 
 DR7558
 DR7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5983711019(NAD 83)
 DR7558
 DR7558                          SUPERSEDED SURVEY CONTROL
 DR7558
 DR7558.No superseded survey control is available for this station.
 DR7558
 DR7558_MARKER: F = FLANGE-ENCASED ROD
 DR7558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7558_STAMPING: B 377 2018
 DR7558_MARK LOGO: NONE
 DR7558_PROJECTION: RECESSED 8 CENTIMETERS
 DR7558_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7558+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2018
 DR7558_ROD/PIPE-DEPTH: 27.7 meters
 DR7558_SLEEVE-DEPTH  : 0.9 meters
 DR7558
 DR7558  HISTORY     - Date     Condition        Report By
 DR7558  HISTORY     - 20180713 MONUMENTED       INDOT
 DR7558
 DR7558                          STATION DESCRIPTION
 DR7558
 DR7558'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7558'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF ASHLEY, 7.2 MI
 DR7558'(11.6 KM) EAST-NORTHEAST OF STROH AND 4.2 MI (6.8 KM) WEST OF ANGOLA.
 DR7558'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7558'
 DR7558'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND INTERSTATE 69,
 DR7558'TRAVEL WEST 1.72 MI (2.77 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7558'THE RIGHT (NORTH) SIDE OF THE ROAD.
 DR7558'
 DR7558'THE STATION IS FLUSH WITH THE GROUND AND IS 51.0 FT (15.5 M) NORTH OF
 DR7558'THE APPROXIMATE ROAD CENTERLINE.  IT IS LOCATED 75.68 FT (23.1 M)
 DR7558'SOUTHEAST OF THE SOUTHEAST CORNER OF WEST HANGER BUILDING, 76.61 FT
 DR7558'(23.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST HANGER BUILDING
 DR7558'AND 23.85 FT (7.3 M) WEST OF A MAG NAIL SET IN THE WEST FACE OF POWER
 DR7558'POLE 1081-687.
 DR7558'
 DR7558'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7558'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0327 ***********************************************************************
 LA0327  DESIGNATION -  B 38
 LA0327  PID         -  LA0327
 LA0327  STATE/COUNTY-  IN/JAY
 LA0327  COUNTRY     -  US
 LA0327  USGS QUAD   -  PORTLAND (2019)
 LA0327
 LA0327                         *CURRENT SURVEY CONTROL
 LA0327  ______________________________________________________________________
 LA0327* NAD 83(1986) POSITION- 40 25 54.     (N) 084 58 51.     (W)   SCALED
 LA0327* NAVD 88 ORTHO HEIGHT -   275.513 (meters)      903.91  (feet) ADJUSTED
 LA0327  ______________________________________________________________________
 LA0327  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 LA0327  DYNAMIC HEIGHT  -        275.376 (meters)      903.46  (feet) COMP
 LA0327  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 LA0327
 LA0327  VERT ORDER      -  SECOND    CLASS 0
 LA0327
 LA0327.The horizontal coordinates were scaled from a map and have
 LA0327.an estimated accuracy of +/- 6 seconds.
 LA0327
 LA0327.The orthometric height was determined by differential leveling and
 LA0327.adjusted by the NATIONAL GEODETIC SURVEY
 LA0327.in June 1991.
 LA0327
 LA0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0327.GEOID18 height accuracy estimate available here.
 LA0327
 LA0327.Click photographs - Photos may exist for this station.
 LA0327
 LA0327.The dynamic height is computed by dividing the NAVD 88
 LA0327.geopotential number by the normal gravity value computed on the
 LA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0327.degrees latitude (g = 980.6199 gals.).
 LA0327
 LA0327.The modeled gravity was interpolated from observed gravity values.
 LA0327
 LA0327;                    North         East    Units  Estimated Accuracy
 LA0327;SPC IN E     -   575,670.      158,190.      MT  (+/- 180 meters Scaled)
 LA0327
 LA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712776(NAD 83)
 LA0327
 LA0327                          SUPERSEDED SURVEY CONTROL
 LA0327
 LA0327  NGVD 29 (??/??/92)  275.665  (m)          904.41   (f) ADJ UNCH    2 0
 LA0327
 LA0327.Superseded values are not recommended for survey control.
 LA0327
 LA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0327.See file dsdata.pdf to determine how the superseded data were derived.
 LA0327
 LA0327_MARKER: DB = BENCH MARK DISK
 LA0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0327_SP_SET: BRIDGE
 LA0327_STAMPING: B 38 1934
 LA0327_MARK LOGO: CGS
 LA0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0327
 LA0327  HISTORY     - Date     Condition        Report By
 LA0327  HISTORY     - 1934     MONUMENTED       CGS
 LA0327  HISTORY     - 1947     GOOD             CGS
 LA0327  HISTORY     - 20070718 GOOD             INDNR
 LA0327
 LA0327                          STATION DESCRIPTION
 LA0327
 LA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0327'AT PORTLAND.
 LA0327'AT PORTLAND, ABOUT 150 YARDS WEST OF THE WEST END OF THE NEW YORK,
 LA0327'CHICAGO AND ST. LOUIS RAILROAD STATION, ABOUT 120 YARDS WEST OF
 LA0327'THE INTERSECTION OF THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF
 LA0327'THE NORTHEAST CORNER OF THE EAST CONCRETE WING WALL OF A STEEL
 LA0327'BRIDGE OVER A SMALL STREAM, 15 FEET NORTHEAST OF THE NORTHEAST
 LA0327'RAIL OF THE MAIN TRACK AND ABOUT 4.5 FEET BELOW THE TRACK.
 LA0327
 LA0327                          STATION RECOVERY (2007)
 LA0327
 LA0327'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 LA0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0239 ***********************************************************************
 LA0239  DESIGNATION -  B 39
 LA0239  PID         -  LA0239
 LA0239  STATE/COUNTY-  IN/RANDOLPH
 LA0239  COUNTRY     -  US
 LA0239  USGS QUAD   -  UNION CITY (2019)
 LA0239
 LA0239                         *CURRENT SURVEY CONTROL
 LA0239  ______________________________________________________________________
 LA0239* NAD 83(1986) POSITION- 40 11 41.     (N) 084 49 32.     (W)   SCALED
 LA0239* NAVD 88 ORTHO HEIGHT -   334.652 (meters)     1097.94  (feet) ADJUSTED
 LA0239  ______________________________________________________________________
 LA0239  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 LA0239  DYNAMIC HEIGHT  -        334.474 (meters)     1097.35  (feet) COMP
 LA0239  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 LA0239
 LA0239  VERT ORDER      -  SECOND    CLASS 0
 LA0239
 LA0239.The horizontal coordinates were scaled from a map and have
 LA0239.an estimated accuracy of +/- 6 seconds.
 LA0239
 LA0239.The orthometric height was determined by differential leveling and
 LA0239.adjusted by the NATIONAL GEODETIC SURVEY
 LA0239.in June 1991.
 LA0239
 LA0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0239.GEOID18 height accuracy estimate available here.
 LA0239
 LA0239.Click photographs - Photos may exist for this station.
 LA0239
 LA0239.The dynamic height is computed by dividing the NAVD 88
 LA0239.geopotential number by the normal gravity value computed on the
 LA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0239.degrees latitude (g = 980.6199 gals.).
 LA0239
 LA0239.The modeled gravity was interpolated from observed gravity values.
 LA0239
 LA0239;                    North         East    Units  Estimated Accuracy
 LA0239;SPC IN E     -   549,480.      171,620.      MT  (+/- 180 meters Scaled)
 LA0239
 LA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850516(NAD 83)
 LA0239
 LA0239                          SUPERSEDED SURVEY CONTROL
 LA0239
 LA0239  NGVD 29 (??/??/92)  334.800  (m)         1098.42   (f) ADJ UNCH    2 0
 LA0239
 LA0239.Superseded values are not recommended for survey control.
 LA0239
 LA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0239.See file dsdata.pdf to determine how the superseded data were derived.
 LA0239
 LA0239_MARKER: DB = BENCH MARK DISK
 LA0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0239_SP_SET: ABUTMENT
 LA0239_STAMPING: B 39 1934
 LA0239_MARK LOGO: CGS
 LA0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0239
 LA0239  HISTORY     - Date     Condition        Report By
 LA0239  HISTORY     - 1934     MONUMENTED       CGS
 LA0239  HISTORY     - 1947     GOOD             CGS
 LA0239
 LA0239                          STATION DESCRIPTION
 LA0239
 LA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0239'0.9 MI W FROM UNION CITY.
 LA0239'ABOUT 0.9 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0239'ST. LOUIS RAILWAY FROM THE STATION AT UNION CITY, AT POLE 199/37,
 LA0239'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 LA0239'RAILROAD OVER PASS BRIDGE OVER A BLACK TOP ROAD, 9 FEET SOUTH
 LA0239'OF THE SOUTH RAIL OF THE EAST BOUND TRACK AND 2 FEET BELOW THE
 LA0239'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0111 ***********************************************************************
 KA0111  DESIGNATION -  B 4
 KA0111  PID         -  KA0111
 KA0111  STATE/COUNTY-  IN/MARION
 KA0111  COUNTRY     -  US
 KA0111  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0111
 KA0111                         *CURRENT SURVEY CONTROL
 KA0111  ______________________________________________________________________
 KA0111* NAD 83(1986) POSITION- 39 46 06.27   (N) 086 09 43.62   (W)   HD_HELD1
 KA0111* NAVD 88 ORTHO HEIGHT -   218.395 (meters)      716.52  (feet) ADJUSTED
 KA0111  ______________________________________________________________________
 KA0111  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 KA0111  DYNAMIC HEIGHT  -        218.274 (meters)      716.12  (feet) COMP
 KA0111  MODELED GRAVITY -    980,069.7   (mgal)                       NAVD 88
 KA0111
 KA0111  VERT ORDER      -  FIRST     CLASS II
 KA0111
 KA0111.The horizontal coordinates were determined by differentially corrected
 KA0111.hand held GPS observations or other comparable positioning techniques
 KA0111.and have an estimated accuracy of +/- 3 meters.
 KA0111
 KA0111.The orthometric height was determined by differential leveling and
 KA0111.adjusted by the NATIONAL GEODETIC SURVEY
 KA0111.in June 1991.
 KA0111
 KA0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0111.GEOID18 height accuracy estimate available here.
 KA0111
 KA0111.Click photographs - Photos may exist for this station.
 KA0111
 KA0111.The dynamic height is computed by dividing the NAVD 88
 KA0111.geopotential number by the normal gravity value computed on the
 KA0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0111.degrees latitude (g = 980.6199 gals.).
 KA0111
 KA0111.The modeled gravity was interpolated from observed gravity values.
 KA0111
 KA0111;                    North         East    Units  Estimated Accuracy
 KA0111;SPC IN E     -   501,921.7      57,550.3     MT  (+/- 3 meters HH1 GPS) 
 KA0111
 KA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7176202388(NAD 83)
 KA0111
 KA0111                          SUPERSEDED SURVEY CONTROL
 KA0111
 KA0111  NGVD 29 (??/??/92)  218.526  (m)          716.95   (f) ADJ UNCH    1 2
 KA0111
 KA0111.Superseded values are not recommended for survey control.
 KA0111
 KA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0111.See file dsdata.pdf to determine how the superseded data were derived.
 KA0111
 KA0111_MARKER: DB = BENCH MARK DISK
 KA0111_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0111_SP_SET: BUILDING
 KA0111_STAMPING: B 4 ELEV 716.947 FT
 KA0111_MARK LOGO: CGS
 KA0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0111+STABILITY: POSITION/ELEVATION WELL
 KA0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0111+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2024
 KA0111
 KA0111  HISTORY     - Date     Condition        Report By
 KA0111  HISTORY     - 1916     MONUMENTED       CGS
 KA0111  HISTORY     - 1947     GOOD             CGS
 KA0111  HISTORY     - 1985     GOOD             NGS
 KA0111  HISTORY     - 1986     GOOD             NGS
 KA0111  HISTORY     - 20000821 GOOD             INDNR
 KA0111  HISTORY     - 20140524 GOOD             GEOCAC
 KA0111  HISTORY     - 20180910 GOOD             USPSQD
 KA0111  HISTORY     - 20240324 GOOD             ALSPLS
 KA0111
 KA0111                          STATION DESCRIPTION
 KA0111
 KA0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0111'AT INDIANAPOLIS.
 KA0111'AT INDIANAPOLIS, SET VERTICALLY IN THE SOUTH FACE OF THE STONE
 KA0111'WALL OF THE STATE CAPITOL BUILDING, 1.5 FEET WEST OF THE
 KA0111'SOUTHEAST CORNER AND 1.5 FEET ABOVE THE GROUND.
 KA0111
 KA0111                          STATION RECOVERY (1985)
 KA0111
 KA0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0111'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT 100
 KA0111'NORTH CAPITOL STREET, AND 12.7 M (41.7 FT) SOUTH OF THE CENTER OF THE
 KA0111'EAST ENTRANCE.
 KA0111
 KA0111                          STATION RECOVERY (1986)
 KA0111
 KA0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0111'RECOVERED IN GOOD CONDITION.
 KA0111
 KA0111                          STATION RECOVERY (2000)
 KA0111
 KA0111'RECOVERY NOTE BY IN DEPT OF NAT RES 2000 (RWW)
 KA0111'RECOVERED BENCHMARK B4 AS DESCRIBED ON THE SOUTH FACE OF THE EAST
 KA0111'ENTRANCE TO STATEHOUSE.
 KA0111
 KA0111                          STATION RECOVERY (2014)
 KA0111
 KA0111'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0111'RECOVERED AS DESCRIBED.
 KA0111
 KA0111                          STATION RECOVERY (2018)
 KA0111
 KA0111'RECOVERY NOTE BY US POWER SQUADRON 2018 (TJH)
 KA0111'RECOVERED IN GOOD CONDITION.
 KA0111
 KA0111                          STATION RECOVERY (2024)
 KA0111
 KA0111'RECOVERY NOTE BY AL SOCIETY PROFESSIONAL LAND SURV 2024 (AB)
 KA0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1050 ***********************************************************************
 LA1050  DESIGNATION -  B 40
 LA1050  PID         -  LA1050
 LA1050  STATE/COUNTY-  IN/RANDOLPH
 LA1050  COUNTRY     -  US
 LA1050  USGS QUAD   -  FARMLAND (2019)
 LA1050
 LA1050                         *CURRENT SURVEY CONTROL
 LA1050  ______________________________________________________________________
 LA1050* NAD 83(1986) POSITION- 40 14 06.     (N) 085 08 51.     (W)   SCALED
 LA1050* NAVD 88 ORTHO HEIGHT -   298.681 (meters)      979.92  (feet) ADJUSTED
 LA1050  ______________________________________________________________________
 LA1050  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 LA1050  DYNAMIC HEIGHT  -        298.523 (meters)      979.40  (feet) COMP
 LA1050  MODELED GRAVITY -    980,089.5   (mgal)                       NAVD 88
 LA1050
 LA1050  VERT ORDER      -  SECOND    CLASS 0
 LA1050
 LA1050.The horizontal coordinates were scaled from a map and have
 LA1050.an estimated accuracy of +/- 6 seconds.
 LA1050
 LA1050.The orthometric height was determined by differential leveling and
 LA1050.adjusted by the NATIONAL GEODETIC SURVEY
 LA1050.in June 1991.
 LA1050
 LA1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1050.GEOID18 height accuracy estimate available here.
 LA1050
 LA1050.Click photographs - Photos may exist for this station.
 LA1050
 LA1050.The dynamic height is computed by dividing the NAVD 88
 LA1050.geopotential number by the normal gravity value computed on the
 LA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1050.degrees latitude (g = 980.6199 gals.).
 LA1050
 LA1050.The modeled gravity was interpolated from observed gravity values.
 LA1050
 LA1050;                    North         East    Units  Estimated Accuracy
 LA1050;SPC IN E     -   553,740.      144,180.      MT  (+/- 180 meters Scaled)
 LA1050
 LA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK575554(NAD 83)
 LA1050
 LA1050                          SUPERSEDED SURVEY CONTROL
 LA1050
 LA1050  NGVD 29 (??/??/92)  298.821  (m)          980.38   (f) ADJ UNCH    2 0
 LA1050
 LA1050.Superseded values are not recommended for survey control.
 LA1050
 LA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1050.See file dsdata.pdf to determine how the superseded data were derived.
 LA1050
 LA1050_MARKER: DB = BENCH MARK DISK
 LA1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1050_STAMPING: B 40 1934
 LA1050_MARK LOGO: CGS
 LA1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1050+STABILITY: SURFACE MOTION
 LA1050
 LA1050  HISTORY     - Date     Condition        Report By
 LA1050  HISTORY     - 1934     MONUMENTED       CGS
 LA1050  HISTORY     - 1953     GOOD             CGS
 LA1050
 LA1050                          STATION DESCRIPTION
 LA1050
 LA1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LA1050'4.2 MI N FROM FARMLAND.
 LA1050'4.2 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1050'FARMLAND, RANDOLPH COUNTY, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 LA1050'OF A DIRT ROAD, MIDWAY BETWEEN AN 18-INCH MAPLE AND A 24-INCH OAK
 LA1050'TREE, 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19.7 FEET WEST
 LA1050'OF THE CENTERLINE OF THE HIGHWAY, 1.7 FEET EAST OF A WIRE FENCE,
 LA1050'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 40 1934
 LA1050'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1005 ***********************************************************************
 LA1005  DESIGNATION -  B 41
 LA1005  PID         -  LA1005
 LA1005  STATE/COUNTY-  IN/DELAWARE
 LA1005  COUNTRY     -  US
 LA1005  USGS QUAD   -  MUNCIE EAST (2019)
 LA1005
 LA1005                         *CURRENT SURVEY CONTROL
 LA1005  ______________________________________________________________________
 LA1005* NAD 83(1986) POSITION- 40 11 26.     (N) 085 17 52.     (W)   SCALED
 LA1005* NAVD 88 ORTHO HEIGHT -   301.429 (meters)      988.94  (feet) ADJUSTED
 LA1005  ______________________________________________________________________
 LA1005  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 LA1005  DYNAMIC HEIGHT  -        301.268 (meters)      988.41  (feet) COMP
 LA1005  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 LA1005
 LA1005  VERT ORDER      -  SECOND    CLASS 0
 LA1005
 LA1005.The horizontal coordinates were scaled from a map and have
 LA1005.an estimated accuracy of +/- 6 seconds.
 LA1005
 LA1005.The orthometric height was determined by differential leveling and
 LA1005.adjusted by the NATIONAL GEODETIC SURVEY
 LA1005.in June 1991.
 LA1005
 LA1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1005.GEOID18 height accuracy estimate available here.
 LA1005
 LA1005.Click photographs - Photos may exist for this station.
 LA1005
 LA1005.The dynamic height is computed by dividing the NAVD 88
 LA1005.geopotential number by the normal gravity value computed on the
 LA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1005.degrees latitude (g = 980.6199 gals.).
 LA1005
 LA1005.The modeled gravity was interpolated from observed gravity values.
 LA1005
 LA1005;                    North         East    Units  Estimated Accuracy
 LA1005;SPC IN E     -   548,740.      131,410.      MT  (+/- 180 meters Scaled)
 LA1005
 LA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK449502(NAD 83)
 LA1005
 LA1005                          SUPERSEDED SURVEY CONTROL
 LA1005
 LA1005  NGVD 29 (??/??/92)  301.566  (m)          989.39   (f) ADJ UNCH    2 0
 LA1005
 LA1005.Superseded values are not recommended for survey control.
 LA1005
 LA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1005.See file dsdata.pdf to determine how the superseded data were derived.
 LA1005
 LA1005_MARKER: DB = BENCH MARK DISK
 LA1005_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1005+WITH SETTING: PAVEMENT
 LA1005_SP_SET: SIGNAL BASE
 LA1005_STAMPING: B 41 1934
 LA1005_MARK LOGO: CGS
 LA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1005+STABILITY: SURFACE MOTION
 LA1005
 LA1005  HISTORY     - Date     Condition        Report By
 LA1005  HISTORY     - 1934     MONUMENTED       CGS
 LA1005  HISTORY     - 1947     GOOD             CGS
 LA1005
 LA1005                          STATION DESCRIPTION
 LA1005
 LA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1005'3.6 MI E FROM MUNCIE.
 LA1005'3.6 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1005'ST. LOUIS RAILWAY FROM THE STATION AT MUNCIE, DELAWARE COUNTY,
 LA1005'5 RAILS WEST OF A CONCRETE OVERPASS, IN THE TOP OF THE NOTHWEST
 LA1005'CORNER OF THE CONCRETE BASE OF SIGNAL 2242, 6.9 FEET SOUTH OF THE
 LA1005'SOUTH RAIL, AND ABOUT 10 INCHES HIGHER THAN THE TRACK.  A
 LA1005'STANDARD DISK, STAMPED B 41 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1425 ***********************************************************************
 LA1425  DESIGNATION -  B 42
 LA1425  PID         -  LA1425
 LA1425  STATE/COUNTY-  IN/MADISON
 LA1425  COUNTRY     -  US
 LA1425  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1425
 LA1425                         *CURRENT SURVEY CONTROL
 LA1425  ______________________________________________________________________
 LA1425* NAD 83(1986) POSITION- 40 05 53.     (N) 085 40 45.     (W)   SCALED
 LA1425* NAVD 88 ORTHO HEIGHT -   267.372 (meters)      877.20  (feet) ADJUSTED
 LA1425  ______________________________________________________________________
 LA1425  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 LA1425  DYNAMIC HEIGHT  -        267.228 (meters)      876.73  (feet) COMP
 LA1425  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 LA1425
 LA1425  VERT ORDER      -  SECOND    CLASS 0
 LA1425
 LA1425.The horizontal coordinates were scaled from a map and have
 LA1425.an estimated accuracy of +/- 6 seconds.
 LA1425
 LA1425.The orthometric height was determined by differential leveling and
 LA1425.adjusted by the NATIONAL GEODETIC SURVEY
 LA1425.in June 1991.
 LA1425
 LA1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1425.GEOID18 height accuracy estimate available here.
 LA1425
 LA1425.Click photographs - Photos may exist for this station.
 LA1425
 LA1425.The dynamic height is computed by dividing the NAVD 88
 LA1425.geopotential number by the normal gravity value computed on the
 LA1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1425.degrees latitude (g = 980.6199 gals.).
 LA1425
 LA1425.The modeled gravity was interpolated from observed gravity values.
 LA1425
 LA1425;                    North         East    Units  Estimated Accuracy
 LA1425;SPC IN E     -   538,410.       98,930.      MT  (+/- 180 meters Scaled)
 LA1425
 LA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK125394(NAD 83)
 LA1425
 LA1425                          SUPERSEDED SURVEY CONTROL
 LA1425
 LA1425  NGVD 29 (??/??/92)  267.512  (m)          877.66   (f) ADJ UNCH    2 0
 LA1425
 LA1425.Superseded values are not recommended for survey control.
 LA1425
 LA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1425.See file dsdata.pdf to determine how the superseded data were derived.
 LA1425
 LA1425_MARKER: DB = BENCH MARK DISK
 LA1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1425_STAMPING: B 42 1934
 LA1425_MARK LOGO: CGS
 LA1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1425+STABILITY: SURFACE MOTION
 LA1425
 LA1425  HISTORY     - Date     Condition        Report By
 LA1425  HISTORY     - 1934     MONUMENTED       CGS
 LA1425  HISTORY     - 1947     GOOD             CGS
 LA1425  HISTORY     - 19910816 MARK NOT FOUND   USPSQD
 LA1425
 LA1425                          STATION DESCRIPTION
 LA1425
 LA1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1425'AT ANDERSON.
 LA1425'AT ANDERSON, AT THE INTERSECTION OF THE CENTRAL INDIANA RAILROAD
 LA1425'AND MERIDIAN STREET, ACROSS THE RAILROAD FROM THE STATION, 62.5
 LA1425'FEET SOUTH OF THE SOUTH RAIL, 36 FEET EAST OF THE CENTER LINE OF
 LA1425'MERIDIAN STREET, 12 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LA1425'THIRFT E SUPER MARKET, 1.7 FEET EAST OF THE EAST EDGE OF A CONCRETE
 LA1425'SIDE WALK, ABOUT 0.2 FOOT ABOVE THE SIDE WALK AND SET IN THE TOP
 LA1425'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 0.6
 LA1425'MILE SOUTH ALONG MERIDIAN STREET FROM THE COURT HOUSE.
 LA1425
 LA1425                          STATION RECOVERY (1991)
 LA1425
 LA1425'RECOVERY NOTE BY US POWER SQUADRON 1991 (JRP)
 LA1425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0251 ***********************************************************************
 KA0251  DESIGNATION -  B 43
 KA0251  PID         -  KA0251
 KA0251  STATE/COUNTY-  IN/MARION
 KA0251  COUNTRY     -  US
 KA0251  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0251
 KA0251                         *CURRENT SURVEY CONTROL
 KA0251  ______________________________________________________________________
 KA0251* NAD 83(1986) POSITION- 39 51 43.93   (N) 086 08 26.73   (W)   HD_HELD1
 KA0251* NAVD 88 ORTHO HEIGHT -   224.489 (meters)      736.51  (feet) ADJUSTED
 KA0251  ______________________________________________________________________
 KA0251  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 KA0251  DYNAMIC HEIGHT  -        224.365 (meters)      736.10  (feet) COMP
 KA0251  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 KA0251
 KA0251  VERT ORDER      -  SECOND    CLASS 0
 KA0251
 KA0251.The horizontal coordinates were determined by differentially corrected
 KA0251.hand held GPS observations or other comparable positioning techniques
 KA0251.and have an estimated accuracy of +/- 3 meters.
 KA0251
 KA0251.The orthometric height was determined by differential leveling and
 KA0251.adjusted by the NATIONAL GEODETIC SURVEY
 KA0251.in June 1991.
 KA0251
 KA0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0251.GEOID18 height accuracy estimate available here.
 KA0251
 KA0251.Click photographs - Photos may exist for this station.
 KA0251
 KA0251.The dynamic height is computed by dividing the NAVD 88
 KA0251.geopotential number by the normal gravity value computed on the
 KA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0251.degrees latitude (g = 980.6199 gals.).
 KA0251
 KA0251.The modeled gravity was interpolated from observed gravity values.
 KA0251
 KA0251;                    North         East    Units  Estimated Accuracy
 KA0251;SPC IN E     -   512,325.6      59,435.5     MT  (+/- 3 meters HH1 GPS) 
 KA0251
 KA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7349212816(NAD 83)
 KA0251
 KA0251                          SUPERSEDED SURVEY CONTROL
 KA0251
 KA0251  NGVD 29 (??/??/92)  224.617  (m)          736.93   (f) ADJ UNCH    2 0
 KA0251
 KA0251.Superseded values are not recommended for survey control.
 KA0251
 KA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0251.See file dsdata.pdf to determine how the superseded data were derived.
 KA0251
 KA0251_MARKER: DB = BENCH MARK DISK
 KA0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0251_SP_SET: BRIDGE
 KA0251_STAMPING: B 43 1934
 KA0251_MARK LOGO: CGS
 KA0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0251
 KA0251  HISTORY     - Date     Condition        Report By
 KA0251  HISTORY     - 1934     MONUMENTED       CGS
 KA0251  HISTORY     - 1945     GOOD             CGS
 KA0251  HISTORY     - 1970     GOOD             NGS
 KA0251  HISTORY     - 1976     GOOD             LOCSUR
 KA0251  HISTORY     - 19961029 MARK NOT FOUND   USPSQD
 KA0251  HISTORY     - 20140525 MARK NOT FOUND   GEOCAC
 KA0251
 KA0251                          STATION DESCRIPTION
 KA0251
 KA0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KA0251'AT INDIANAPOLIS.
 KA0251'AT INDIANAPOLIS, MARION COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0251'AND LOUISVILLE RAILWAY, 36 YARDS NORTH OF MILEPOST B 176 AT THE
 KA0251'CROSSING OF 59TH STREET (ALSO KNOWN AS KESSLER BOULEVARD), AT
 KA0251'BRIDGE B 175-9, IN THE TOP OF THE WEST END OF THE SOUTH BRIDGE
 KA0251'SEAT, 3 YARDS WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN
 KA0251'THE TRACK.  A STANDARD DISK, STAMPED B 43 1934.
 KA0251
 KA0251                          STATION RECOVERY (1970)
 KA0251
 KA0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KA0251'RECOVERED IN GOOD CONDITION.
 KA0251
 KA0251                          STATION RECOVERY (1976)
 KA0251
 KA0251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0251'RECOVERED IN GOOD CONDITION.
 KA0251
 KA0251                          STATION RECOVERY (1996)
 KA0251
 KA0251'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0251'MARK NOT FOUND.
 KA0251
 KA0251                          STATION RECOVERY (2014)
 KA0251
 KA0251'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0251'THE RAILROAD TRACKS HAVE BEEN REMOVED AND REPLACED WITH A PAVED
 KA0251'RECREATIONAL TRAIL.  THE RAILROAD BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2397 ***********************************************************************
 JZ2397  DESIGNATION -  B 44
 JZ2397  PID         -  JZ2397
 JZ2397  STATE/COUNTY-  IN/HENRY
 JZ2397  COUNTRY     -  US
 JZ2397  USGS QUAD   -  SHIRLEY (2019)
 JZ2397
 JZ2397                         *CURRENT SURVEY CONTROL
 JZ2397  ______________________________________________________________________
 JZ2397* NAD 83(1986) POSITION- 39 52 47.52   (N) 085 34 17.55   (W)   HD_HELD1
 JZ2397* NAVD 88 ORTHO HEIGHT -   311.846 (meters)     1023.11  (feet) ADJUSTED
 JZ2397  ______________________________________________________________________
 JZ2397  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 JZ2397  DYNAMIC HEIGHT  -        311.670 (meters)     1022.54  (feet) COMP
 JZ2397  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 JZ2397
 JZ2397  VERT ORDER      -  SECOND    CLASS 0
 JZ2397
 JZ2397.The horizontal coordinates were determined by differentially corrected
 JZ2397.hand held GPS observations or other comparable positioning techniques
 JZ2397.and have an estimated accuracy of +/- 3 meters.
 JZ2397
 JZ2397.The orthometric height was determined by differential leveling and
 JZ2397.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2397.in June 1991.
 JZ2397
 JZ2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2397.GEOID18 height accuracy estimate available here.
 JZ2397
 JZ2397.Click photographs - Photos may exist for this station.
 JZ2397
 JZ2397.The dynamic height is computed by dividing the NAVD 88
 JZ2397.geopotential number by the normal gravity value computed on the
 JZ2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2397.degrees latitude (g = 980.6199 gals.).
 JZ2397
 JZ2397.The modeled gravity was interpolated from observed gravity values.
 JZ2397
 JZ2397;                    North         East    Units  Estimated Accuracy
 JZ2397;SPC IN E     -   514,183.6     108,137.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2397
 JZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2214815400(NAD 83)
 JZ2397
 JZ2397                          SUPERSEDED SURVEY CONTROL
 JZ2397
 JZ2397  NGVD 29 (??/??/92)  311.971  (m)         1023.52   (f) ADJ UNCH    2 0
 JZ2397
 JZ2397.Superseded values are not recommended for survey control.
 JZ2397
 JZ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2397.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2397
 JZ2397_MARKER: DB = BENCH MARK DISK
 JZ2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2397_STAMPING: B 44 1934
 JZ2397_MARK LOGO: CGS
 JZ2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2397+STABILITY: SURFACE MOTION
 JZ2397
 JZ2397  HISTORY     - Date     Condition        Report By
 JZ2397  HISTORY     - 1934     MONUMENTED       CGS
 JZ2397  HISTORY     - 1947     GOOD             CGS
 JZ2397
 JZ2397                          STATION DESCRIPTION
 JZ2397
 JZ2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2397'0.9 MI SE FROM SHIRLEY.
 JZ2397'ABOUT 0.9 MILE SOUTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2397'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, IN THE
 JZ2397'SOUTHWEST ANGLE OF THE CROSSING OF AN EAST-WEST GRAVEL ROAD,
 JZ2397'ABOUT 130 YARDS NORTHWEST OF MILEPOST ST. J 182, 26.4 FEET
 JZ2397'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 37.5 FEET SOUTH
 JZ2397'OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5 FEET NORTHEAST OF
 JZ2397'THE SOUTHWEST RIGHT-OF-WAY FENCE LINE, 23.7 FEET SOUTHEAST OF
 JZ2397'THE NORTHWEST END OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST
 JZ2397'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW TRACK LEVEL,
 JZ2397'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1479 ***********************************************************************
 JZ1479  DESIGNATION -  B 45
 JZ1479  PID         -  JZ1479
 JZ1479  STATE/COUNTY-  IN/WAYNE
 JZ1479  COUNTRY     -  US
 JZ1479  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1479
 JZ1479                         *CURRENT SURVEY CONTROL
 JZ1479  ______________________________________________________________________
 JZ1479* NAD 83(1986) POSITION- 39 53 41.     (N) 085 08 38.     (W)   SCALED
 JZ1479* NAVD 88 ORTHO HEIGHT -   316.358 (meters)     1037.92  (feet) ADJUSTED
 JZ1479  ______________________________________________________________________
 JZ1479  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 JZ1479  DYNAMIC HEIGHT  -        316.178 (meters)     1037.33  (feet) COMP
 JZ1479  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 JZ1479
 JZ1479  VERT ORDER      -  SECOND    CLASS 0
 JZ1479
 JZ1479.The horizontal coordinates were scaled from a map and have
 JZ1479.an estimated accuracy of +/- 6 seconds.
 JZ1479
 JZ1479.The orthometric height was determined by differential leveling and
 JZ1479.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1479.in June 1991.
 JZ1479
 JZ1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1479.GEOID18 height accuracy estimate available here.
 JZ1479
 JZ1479.Click photographs - Photos may exist for this station.
 JZ1479
 JZ1479.The dynamic height is computed by dividing the NAVD 88
 JZ1479.geopotential number by the normal gravity value computed on the
 JZ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1479.degrees latitude (g = 980.6199 gals.).
 JZ1479
 JZ1479.The modeled gravity was interpolated from observed gravity values.
 JZ1479
 JZ1479;                    North         East    Units  Estimated Accuracy
 JZ1479;SPC IN E     -   515,960.      144,710.      MT  (+/- 180 meters Scaled)
 JZ1479
 JZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK586177(NAD 83)
 JZ1479
 JZ1479                          SUPERSEDED SURVEY CONTROL
 JZ1479
 JZ1479  NGVD 29 (??/??/92)  316.496  (m)         1038.37   (f) ADJ UNCH    2 0
 JZ1479
 JZ1479.Superseded values are not recommended for survey control.
 JZ1479
 JZ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1479.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1479
 JZ1479_MARKER: DB = BENCH MARK DISK
 JZ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1479_STAMPING: B 45 1934
 JZ1479_MARK LOGO: CGS
 JZ1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1479+STABILITY: SURFACE MOTION
 JZ1479
 JZ1479  HISTORY     - Date     Condition        Report By
 JZ1479  HISTORY     - 1934     MONUMENTED       CGS
 JZ1479  HISTORY     - 1947     GOOD             CGS
 JZ1479
 JZ1479                          STATION DESCRIPTION
 JZ1479
 JZ1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1479'1.1 MI SE FROM HAGERSTOWN.
 JZ1479'ABOUT 1.1 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1479'STATION AT HAGERSTOWN, ABOUT 100 YARDS NORTHWEST OF MILEPOST 89,
 JZ1479'30 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL ROAD,
 JZ1479'IN THE SOUTH WEST ANGLE OF THE CROSSING, 25.5 FEET SOUTHWEST OF
 JZ1479'THE SOUTHWEST RAIL OF THE TRACK, 2.4 FEET NORTHEAST OF A
 JZ1479'RIGHT-OF-WAY FENCE LINE, 26 FEET NORTHWEST OF A CONCRETE CORNER
 JZ1479'FENCE POST, 46.5 FEET WEST AND ACROSS THE ROAD FROM A CROSSING
 JZ1479'WARNING SIGN, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ1479'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ1479'PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1480 ***********************************************************************
 JZ1480  DESIGNATION -  B 45 RESET
 JZ1480  PID         -  JZ1480
 JZ1480  STATE/COUNTY-  IN/WAYNE
 JZ1480  COUNTRY     -  US
 JZ1480  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1480
 JZ1480                         *CURRENT SURVEY CONTROL
 JZ1480  ______________________________________________________________________
 JZ1480* NAD 83(1986) POSITION- 39 53 41.     (N) 085 08 38.     (W)   SCALED
 JZ1480* NAVD 88 ORTHO HEIGHT -   316.88  (meters)     1039.6   (feet) RESET
 JZ1480  ______________________________________________________________________
 JZ1480  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 JZ1480  VERT ORDER      -  THIRD
 JZ1480
 JZ1480.The horizontal coordinates were scaled from a map and have
 JZ1480.an estimated accuracy of +/- 6 seconds.
 JZ1480
 JZ1480.The orthometric height was computed from unverified reset data.
 JZ1480
 JZ1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1480.GEOID18 height accuracy estimate available here.
 JZ1480
 JZ1480.Click photographs - Photos may exist for this station.
 JZ1480
 JZ1480;                    North         East    Units  Estimated Accuracy
 JZ1480;SPC IN E     -   515,960.      144,710.      MT  (+/- 180 meters Scaled)
 JZ1480
 JZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK586177(NAD 83)
 JZ1480
 JZ1480                          SUPERSEDED SURVEY CONTROL
 JZ1480
 JZ1480  NGVD 29 (??/??/??)  317.02   (m)         1040.1    (f) RESET       3  
 JZ1480
 JZ1480.Superseded values are not recommended for survey control.
 JZ1480
 JZ1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1480.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1480
 JZ1480_MARKER: DB = BENCH MARK DISK
 JZ1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1480_STAMPING: B 45 RESET 1966
 JZ1480_MARK LOGO: CGS
 JZ1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1480+STABILITY: SURFACE MOTION
 JZ1480
 JZ1480  HISTORY     - Date     Condition        Report By
 JZ1480  HISTORY     - 1966     MONUMENTED       LOCENG
 JZ1480  HISTORY     - 1967     GOOD             CGS
 JZ1480  HISTORY     - 20230719 MARK NOT FOUND   INDOT
 JZ1480
 JZ1480                          STATION DESCRIPTION
 JZ1480
 JZ1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JZ1480'1.1 MI SE FROM HAGERSTOWN.
 JZ1480'ABOUT 1.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ1480'THE STATION AT HAGERSTOWN, ABOUT 100 YARDS NORTHWEST OF MILEPOST
 JZ1480'89, IN THE SOUTHWEST ANGLE OF A ROAD CROSSING, 63 FEET WEST
 JZ1480'OF THE CENTER LINE OF THE ROAD, 55.5 FEET FROM RAILROAD FLASHER
 JZ1480'ON WEST SIDE OF THE ROAD, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JZ1480'OF TRACK, 6.5 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE LINE,
 JZ1480'2.4 FEET EAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER POST, SET
 JZ1480'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ1480
 JZ1480                          STATION RECOVERY (2023)
 JZ1480
 JZ1480'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1246 ***********************************************************************
 JZ1246  DESIGNATION -  B 46
 JZ1246  PID         -  JZ1246
 JZ1246  STATE/COUNTY-  IN/UNION
 JZ1246  COUNTRY     -  US
 JZ1246  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1246
 JZ1246                         *CURRENT SURVEY CONTROL
 JZ1246  ______________________________________________________________________
 JZ1246* NAD 83(1986) POSITION- 39 34 54.     (N) 084 50 14.     (W)   SCALED
 JZ1246* NAVD 88 ORTHO HEIGHT -   312.846 (meters)     1026.40  (feet) ADJUSTED
 JZ1246  ______________________________________________________________________
 JZ1246  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 JZ1246  DYNAMIC HEIGHT  -        312.667 (meters)     1025.81  (feet) COMP
 JZ1246  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 JZ1246
 JZ1246  VERT ORDER      -  SECOND    CLASS 0
 JZ1246
 JZ1246.The horizontal coordinates were scaled from a map and have
 JZ1246.an estimated accuracy of +/- 6 seconds.
 JZ1246
 JZ1246.The orthometric height was determined by differential leveling and
 JZ1246.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1246.in June 1991.
 JZ1246
 JZ1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1246.GEOID18 height accuracy estimate available here.
 JZ1246
 JZ1246.Click photographs - Photos may exist for this station.
 JZ1246
 JZ1246.The dynamic height is computed by dividing the NAVD 88
 JZ1246.geopotential number by the normal gravity value computed on the
 JZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1246.degrees latitude (g = 980.6199 gals.).
 JZ1246
 JZ1246.The modeled gravity was interpolated from observed gravity values.
 JZ1246
 JZ1246;                    North         East    Units  Estimated Accuracy
 JZ1246;SPC IN E     -   481,400.      171,260.      MT  (+/- 180 meters Scaled)
 JZ1246
 JZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ857835(NAD 83)
 JZ1246
 JZ1246                          SUPERSEDED SURVEY CONTROL
 JZ1246
 JZ1246  NGVD 29 (??/??/92)  313.007  (m)         1026.92   (f) ADJ UNCH    2 0
 JZ1246
 JZ1246.Superseded values are not recommended for survey control.
 JZ1246
 JZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1246.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1246
 JZ1246_MARKER: DB = BENCH MARK DISK
 JZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1246_STAMPING: B 46 1934
 JZ1246_MARK LOGO: CGS
 JZ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1246+STABILITY: SURFACE MOTION
 JZ1246
 JZ1246  HISTORY     - Date     Condition        Report By
 JZ1246  HISTORY     - 1934     MONUMENTED       CGS
 JZ1246
 JZ1246                          STATION DESCRIPTION
 JZ1246
 JZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1246'1.5 MI NW FROM COLLEGE CORNER.
 JZ1246'1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1246'THE STATION AT COLLEGE CORNER, UNION COUNTY, 9 RAILS NORTHWEST
 JZ1246'OF A DIRT-ROAD CROSSING, 21.8 FEET WEST OF THE WEST RAIL, 10
 JZ1246'FEET NORTHWEST OF POLE L 30, 1.8 FEET EAST OF A WIRE FENCE,
 JZ1246'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 JZ1246'DISK, STAMPED B 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1684 ***********************************************************************
 JZ1684  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1684  DESIGNATION -  B 47
 JZ1684  PID         -  JZ1684
 JZ1684  STATE/COUNTY-  IN/RUSH
 JZ1684  COUNTRY     -  US
 JZ1684  USGS QUAD   -  RUSHVILLE (2019)
 JZ1684
 JZ1684                         *CURRENT SURVEY CONTROL
 JZ1684  ______________________________________________________________________
 JZ1684* NAD 83(2011) POSITION- 39 35 53.63693(N) 085 29 42.60723(W)   ADJUSTED
 JZ1684* NAD 83(2011) ELLIP HT-   266.632 (meters)        (06/27/12)   ADJUSTED
 JZ1684* NAD 83(2011) EPOCH   -  2010.00
 JZ1684* NAVD 88 ORTHO HEIGHT -   300.653 (meters)      986.39  (feet) ADJUSTED
 JZ1684  ______________________________________________________________________
 JZ1684  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 JZ1684  NAD 83(2011) X  -    386,547.547 (meters)                     COMP
 JZ1684  NAD 83(2011) Y  - -4,906,263.018 (meters)                     COMP
 JZ1684  NAD 83(2011) Z  -  4,043,883.133 (meters)                     COMP
 JZ1684  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 JZ1684  DYNAMIC HEIGHT  -        300.474 (meters)      985.81  (feet) COMP
 JZ1684  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 JZ1684
 JZ1684  VERT ORDER      -  SECOND    CLASS 0
 JZ1684
 JZ1684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1684  Standards:
 JZ1684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1684  -------------------------------------------------------------------
 JZ1684  NETWORK    0.31   0.71           0.14   0.11   0.36      0.04502240
 JZ1684  -------------------------------------------------------------------
 JZ1684  Click here for local accuracies and other accuracy information.
 JZ1684
 JZ1684.The horizontal coordinates were established by GPS observations
 JZ1684.and adjusted by the National Geodetic Survey in June 2012.
 JZ1684
 JZ1684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1684.been affixed to the stable North American tectonic plate. See 
 JZ1684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1684
 JZ1684.The horizontal coordinates are valid at the epoch date displayed above
 JZ1684.which is a decimal equivalence of Year/Month/Day.
 JZ1684
 JZ1684.The orthometric height was determined by differential leveling and
 JZ1684.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1684.in June 1991.
 JZ1684
 JZ1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1684.GEOID18 height accuracy estimate available here.
 JZ1684
 JZ1684.Click photographs - Photos may exist for this station.
 JZ1684
 JZ1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1684
 JZ1684.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1684
 JZ1684.The ellipsoidal height was determined by GPS observations
 JZ1684.and is referenced to NAD 83.
 JZ1684
 JZ1684.The dynamic height is computed by dividing the NAVD 88
 JZ1684.geopotential number by the normal gravity value computed on the
 JZ1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1684.degrees latitude (g = 980.6199 gals.).
 JZ1684
 JZ1684.The modeled gravity was interpolated from observed gravity values.
 JZ1684
 JZ1684. The following values were computed from the NAD 83(2011) position.
 JZ1684
 JZ1684;                    North         East     Units Scale Factor Converg.
 JZ1684;SPC IN E     -   482,924.616   114,729.855   MT  0.99996934   +0 06 33.5
 JZ1684;SPC IN E     - 1,584,395.18    376,409.53   sFT  0.99996934   +0 06 33.5
 JZ1684;UTM  16      - 4,384,248.135   629,204.412   MT  0.99980553   +0 57 33.5
 JZ1684
 JZ1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1684!SPC IN E     -   0.99995817  x   0.99996934  =   0.99992751
 JZ1684!UTM  16      -   0.99995817  x   0.99980553  =   0.99976371
 JZ1684
 JZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2920484248(NAD 83)
 JZ1684
 JZ1684                          SUPERSEDED SURVEY CONTROL
 JZ1684
 JZ1684  NAD 83(2007)-  39 35 53.63704(N)    085 29 42.60808(W) AD(2002.00) 0
 JZ1684  ELLIP H (02/10/07)  266.653  (m)                       GP(2002.00)    
 JZ1684  NAD 83(1997)-  39 35 53.63713(N)    085 29 42.60780(W) AD(       ) B
 JZ1684  ELLIP H (03/12/99)  266.694  (m)                       GP(       ) 2 1
 JZ1684  NAVD 88             300.65   (m)          986.4    (f) LEVELING    3  
 JZ1684  NGVD 29 (??/??/92)  300.777  (m)          986.80   (f) ADJ UNCH    2 0
 JZ1684
 JZ1684.Superseded values are not recommended for survey control.
 JZ1684
 JZ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1684.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1684
 JZ1684_MARKER: DB = BENCH MARK DISK
 JZ1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1684_STAMPING: B 47 1934
 JZ1684_MARK LOGO: CGS
 JZ1684_PROJECTION: FLUSH
 JZ1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1684+STABILITY: SURFACE MOTION
 JZ1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1684+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ1684
 JZ1684  HISTORY     - Date     Condition        Report By
 JZ1684  HISTORY     - 1934     MONUMENTED       CGS
 JZ1684  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1684  HISTORY     - 20030603 GOOD             INDOT
 JZ1684  HISTORY     - 20080825 GOOD             INDIV
 JZ1684  HISTORY     - 20170315 GOOD             INDOT
 JZ1684
 JZ1684                          STATION DESCRIPTION
 JZ1684
 JZ1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1684'2.3 MI W FROM RUSHVILLE.
 JZ1684'2.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JZ1684'AT RUSHVILLE, RUSH COUNTY, NORTHEAST OF AN ABANDONED BRICK
 JZ1684'SCHOOLHOUSE, IN THE NORTHWEST ANGLE OF A DIRT-ROAD CROSSING, 25.5
 JZ1684'FEET WEST OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE NORTH
 JZ1684'RAIL, 2.5 FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH THE TOP
 JZ1684'OF THE RAIL.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE
 JZ1684'TOP OF A CONCRETE POST.
 JZ1684
 JZ1684                          STATION RECOVERY (1998)
 JZ1684
 JZ1684'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 JZ1684'RECOVERY NOTE BY WOOLPERT LLP 1998 (JCB).   THE STATION IS LOCATED 2.3
 JZ1684'MI (3.7 KM) WEST OF RUSHVILLE, AND 4.0 MI (6.4 KM) NORTHEAST OF HOMER.
 JZ1684'TO REACH THE STATION FROM THE INTERSECTION OF STATE RT 44 AND STATE RT
 JZ1684'3, GO WEST ON STATE RT 44 FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF
 JZ1684'STATE RT 44 AND COUNTY ROAD 275W.  THE STATION IS IN THE NORTHWEST
 JZ1684'QUADRANT OF THE INTERSECTION.  THE STATION IS A STANDARD BENCHMARK
 JZ1684'DISK SET IN A CONCRETE MONUMENT AND IS STAMPED--B 47 1934--.  THE
 JZ1684'STATION IS 17.9 M (58.7 FT) NORTHWEST FROM THE POWERPOLE CLOSEST TO
 JZ1684'STATE RT 44 IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 4.0 M (13.1
 JZ1684'FT) SOUTHWEST FROM THE POWERPOLE NE OF ST. RT.  44 IN THE NORTHWEST
 JZ1684'QUADRANT OF THE INTERSECTION, AND 7.5 M (24.6 FT) WEST FROM THE
 JZ1684'CENTERLINE OF COUNTY ROAD 275W.
 JZ1684
 JZ1684                          STATION RECOVERY (2003)
 JZ1684
 JZ1684'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (DLF)
 JZ1684'THE STATION IS LOCATED IN RUSHVILLE TOWNSHIP, APPROXIMATELY 150 FT
 JZ1684'NORTH OF THE SOUTH  1/4 CORNER OF THE SOUTHWEST QUARTER OF SECTION 2 T
 JZ1684'13 N, R 9 E, 2.7 MI WEST OF RUSHVILLE,  4.5 MI NORTHEAST OF HOMER,
 JZ1684'15.9 MI NORTHEAST OF SHELBYVILLE, 18.3 MI NORTH OF GREENSBURG,  36.5
 JZ1684'MI EAST-SOUTHEAST OF INDIANAPOLIS.
 JZ1684'
 JZ1684'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 44 AND 3 IN
 JZ1684'RUSHVILLE, GO  WEST ON ROAD 44 FOR 2.7 MI TO THE INTERSECTION OF
 JZ1684'COUNTY ROAD 275 W AND THE STATION IN  THE NORTHWEST QUADRANT OF THE
 JZ1684'INTERSECTION.
 JZ1684'
 JZ1684'THE STATION IS 7.9 M (25.9 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD
 JZ1684'275 W, 26.9 M (88.2 FT)  NORTH OF THE CENTERLINE OF STATE ROAD 44,
 JZ1684'18.1 M (59.4 FT) NORTHWEST FROM THE CENTER OF A  POWER POLE, 15.6 M
 JZ1684'(51.2 FT) SOUTHWEST FROM THE CENTER OF A POWER POLE, 12.8 M (42.0 FT)
 JZ1684'WEST-SOUTHWEST FROM THE CENTER OF A POWER POLE, 4.1 M (13.5 FT)
 JZ1684'SOUTHWEST FROM THE  CENTER OF A BRACE POLE, 0.23 M (0.75 FT) SOUTH
 JZ1684'FROM A WITNESS POST AND 0.4 M (1.3 FT) BELOW  THE GRADE OF COUNTY ROAD
 JZ1684'275 W.
 JZ1684
 JZ1684                          STATION RECOVERY (2008)
 JZ1684
 JZ1684'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JAB)
 JZ1684'RECOVERED IN GOOD CONDITION.
 JZ1684
 JZ1684                          STATION RECOVERY (2017)
 JZ1684
 JZ1684'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JM)
 JZ1684'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0600 ***********************************************************************
 JZ0600  DESIGNATION -  B 48
 JZ0600  PID         -  JZ0600
 JZ0600  STATE/COUNTY-  IN/DEARBORN
 JZ0600  COUNTRY     -  US
 JZ0600  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0600
 JZ0600                         *CURRENT SURVEY CONTROL
 JZ0600  ______________________________________________________________________
 JZ0600* NAD 83(1986) POSITION- 39 17 37.     (N) 084 57 28.     (W)   SCALED
 JZ0600* NAVD 88 ORTHO HEIGHT -   309.439 (meters)     1015.22  (feet) ADJUSTED
 JZ0600  ______________________________________________________________________
 JZ0600  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ0600  DYNAMIC HEIGHT  -        309.249 (meters)     1014.59  (feet) COMP
 JZ0600  MODELED GRAVITY -    980,002.3   (mgal)                       NAVD 88
 JZ0600
 JZ0600  VERT ORDER      -  SECOND    CLASS 0
 JZ0600
 JZ0600.The horizontal coordinates were scaled from a map and have
 JZ0600.an estimated accuracy of +/- 6 seconds.
 JZ0600
 JZ0600.The orthometric height was determined by differential leveling and
 JZ0600.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0600.in June 1991.
 JZ0600
 JZ0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0600.GEOID18 height accuracy estimate available here.
 JZ0600
 JZ0600.Click photographs - Photos may exist for this station.
 JZ0600
 JZ0600.The dynamic height is computed by dividing the NAVD 88
 JZ0600.geopotential number by the normal gravity value computed on the
 JZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0600.degrees latitude (g = 980.6199 gals.).
 JZ0600
 JZ0600.The modeled gravity was interpolated from observed gravity values.
 JZ0600
 JZ0600;                    North         East    Units  Estimated Accuracy
 JZ0600;SPC IN E     -   449,330.      161,150.      MT  (+/- 180 meters Scaled)
 JZ0600
 JZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761513(NAD 83)
 JZ0600
 JZ0600                          SUPERSEDED SURVEY CONTROL
 JZ0600
 JZ0600  NGVD 29 (??/??/92)  309.62   (m)         1015.8    (f) COMPUTED    2 0
 JZ0600
 JZ0600.Superseded values are not recommended for survey control.
 JZ0600
 JZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0600.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0600
 JZ0600_MARKER: DB = BENCH MARK DISK
 JZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0600_STAMPING: B 48 1934
 JZ0600_MARK LOGO: CGS
 JZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0600+STABILITY: SURFACE MOTION
 JZ0600
 JZ0600  HISTORY     - Date     Condition        Report By
 JZ0600  HISTORY     - 1934     MONUMENTED       CGS
 JZ0600  HISTORY     - 1947     GOOD             CGS
 JZ0600  HISTORY     - 1974     MARK NOT FOUND   NGS
 JZ0600
 JZ0600                          STATION DESCRIPTION
 JZ0600
 JZ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0600'AT ST LEON.
 JZ0600'AT ST. LEON, 0.1 MILE NORTH ALONG STATE HIGHWAY 1 FROM THE POST
 JZ0600'OFFICE, AT A CURVE IN THE HIGHWAY WITH TANGENTS SOUTH AND
 JZ0600'NORTHEAST, 118 YARDS NORTHWEST AND ACROSS THE SOUTH TANGENT
 JZ0600'OF THE HIGHWAY FROM THE NORTHWEST CORNER OF THE ST. JOSEPH SCHOOL,
 JZ0600'16 FEET WEST OF THE PROLONGED CENTER LINE OF THE SOUTH TANGENT
 JZ0600'OF THE HIGHWAY, 81 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JZ0600'2-STORY WHITE FRAME HOUSE, 48.5 FEET NORTHEAST OF THE NORTHEAST
 JZ0600'CORNER OF THE CONCRETE FOUNDATION OF A 2-CAR GARAGE, 12.5 FEET
 JZ0600'SOUTH OF AN EAST-WEST FENCE LINE, 1.5 FEET SOUTH OF POWER POLE
 JZ0600'NO. 576/573, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JZ0600'OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0600
 JZ0600                          STATION RECOVERY (1974)
 JZ0600
 JZ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JZ0600'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2192 ***********************************************************************
 JZ2192  DESIGNATION -  B 49
 JZ2192  PID         -  JZ2192
 JZ2192  STATE/COUNTY-  IN/DECATUR
 JZ2192  COUNTRY     -  US
 JZ2192  USGS QUAD   -  WESTPORT (2019)
 JZ2192
 JZ2192                         *CURRENT SURVEY CONTROL
 JZ2192  ______________________________________________________________________
 JZ2192* NAD 83(1986) POSITION- 39 10 27.     (N) 085 34 27.     (W)   SCALED
 JZ2192* NAVD 88 ORTHO HEIGHT -   245.422 (meters)      805.19  (feet) ADJUSTED
 JZ2192  ______________________________________________________________________
 JZ2192  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ2192  DYNAMIC HEIGHT  -        245.266 (meters)      804.68  (feet) COMP
 JZ2192  MODELED GRAVITY -    979,986.5   (mgal)                       NAVD 88
 JZ2192
 JZ2192  VERT ORDER      -  SECOND    CLASS 0
 JZ2192
 JZ2192.The horizontal coordinates were scaled from a map and have
 JZ2192.an estimated accuracy of +/- 6 seconds.
 JZ2192
 JZ2192.The orthometric height was determined by differential leveling and
 JZ2192.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2192.in June 1991.
 JZ2192
 JZ2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2192.GEOID18 height accuracy estimate available here.
 JZ2192
 JZ2192.Click photographs - Photos may exist for this station.
 JZ2192
 JZ2192.The dynamic height is computed by dividing the NAVD 88
 JZ2192.geopotential number by the normal gravity value computed on the
 JZ2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2192.degrees latitude (g = 980.6199 gals.).
 JZ2192
 JZ2192.The modeled gravity was interpolated from observed gravity values.
 JZ2192
 JZ2192;                    North         East    Units  Estimated Accuracy
 JZ2192;SPC IN E     -   435,840.      107,990.      MT  (+/- 180 meters Scaled)
 JZ2192
 JZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ231370(NAD 83)
 JZ2192
 JZ2192                          SUPERSEDED SURVEY CONTROL
 JZ2192
 JZ2192  NGVD 29 (??/??/92)  245.540  (m)          805.58   (f) ADJ UNCH    2 0
 JZ2192
 JZ2192.Superseded values are not recommended for survey control.
 JZ2192
 JZ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2192.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2192
 JZ2192_MARKER: DB = BENCH MARK DISK
 JZ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2192_STAMPING: B 49 1934
 JZ2192_MARK LOGO: CGS
 JZ2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2192+STABILITY: SURFACE MOTION
 JZ2192
 JZ2192  HISTORY     - Date     Condition        Report By
 JZ2192  HISTORY     - 1934     MONUMENTED       CGS
 JZ2192  HISTORY     - 1947     GOOD             CGS
 JZ2192  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2192
 JZ2192                          STATION DESCRIPTION
 JZ2192
 JZ2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2192'AT WESTPORT.
 JZ2192'0.4 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2192'ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, DECATUR COUNTY,
 JZ2192'AT THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 JZ2192'RAILROAD, 32.4 FEET NORTHEAST OF THE NORTHEAST END OF THE
 JZ2192'C.M. ST. P. AND P. R.R. STATION, 15.5 FEET NORTHWEST OF THE
 JZ2192'NORTHWEST RAIL, 4.2 FEET SOUTH OF A POLE, AT THE END OF A PAVED
 JZ2192'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A WHITE
 JZ2192'WOODEN WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 JZ2192
 JZ2192                          STATION RECOVERY (2022)
 JZ2192
 JZ2192'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1318 ***********************************************************************
 LA1318  DESIGNATION -  B 5
 LA1318  PID         -  LA1318
 LA1318  STATE/COUNTY-  IN/GRANT
 LA1318  COUNTRY     -  US
 LA1318  USGS QUAD   -  FAIRMOUNT (2019)
 LA1318
 LA1318                         *CURRENT SURVEY CONTROL
 LA1318  ______________________________________________________________________
 LA1318* NAD 83(1986) POSITION- 40 24 50.     (N) 085 38 46.     (W)   SCALED
 LA1318* NAVD 88 ORTHO HEIGHT -   266.744 (meters)      875.14  (feet) ADJUSTED
 LA1318  ______________________________________________________________________
 LA1318  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 LA1318  DYNAMIC HEIGHT  -        266.607 (meters)      874.69  (feet) COMP
 LA1318  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LA1318
 LA1318  VERT ORDER      -  FIRST     CLASS II
 LA1318
 LA1318.The horizontal coordinates were scaled from a map and have
 LA1318.an estimated accuracy of +/- 6 seconds.
 LA1318
 LA1318.The orthometric height was determined by differential leveling and
 LA1318.adjusted by the NATIONAL GEODETIC SURVEY
 LA1318.in June 1991.
 LA1318
 LA1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1318.GEOID18 height accuracy estimate available here.
 LA1318
 LA1318.Click photographs - Photos may exist for this station.
 LA1318
 LA1318.The dynamic height is computed by dividing the NAVD 88
 LA1318.geopotential number by the normal gravity value computed on the
 LA1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1318.degrees latitude (g = 980.6199 gals.).
 LA1318
 LA1318.The modeled gravity was interpolated from observed gravity values.
 LA1318
 LA1318;                    North         East    Units  Estimated Accuracy
 LA1318;SPC IN E     -   573,470.      101,750.      MT  (+/- 180 meters Scaled)
 LA1318
 LA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK148745(NAD 83)
 LA1318
 LA1318                          SUPERSEDED SURVEY CONTROL
 LA1318
 LA1318  NGVD 29 (??/??/92)  266.885  (m)          875.61   (f) ADJ UNCH    1 2
 LA1318
 LA1318.Superseded values are not recommended for survey control.
 LA1318
 LA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1318.See file dsdata.pdf to determine how the superseded data were derived.
 LA1318
 LA1318_MARKER: Q = CHISELED SQUARE
 LA1318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1318_SP_SET: STEP
 LA1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1318
 LA1318  HISTORY     - Date     Condition        Report By
 LA1318  HISTORY     - 1916     MONUMENTED       CGS
 LA1318  HISTORY     - 1946     GOOD             CGS
 LA1318
 LA1318                          STATION DESCRIPTION
 LA1318
 LA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1318'AT FAIRMOUNT.
 LA1318'AT FAIRMOUNT AT THE PUBLIC SCHOOL BUILDING, A CHISELED SQUARE
 LA1318'ON THE TOP STONE STEP OF THE SOUTH ENTRANCE TO THE SCHOOL, ON
 LA1318'THE SOUTHWEST CORNER OF THE STEP, 0.4 FOOT EAST OF THE WALL AT
 LA1318'THE ENTRANCE.  NOTE-- THIS DESCRIPTION DOES NOT FIT THE OLD
 LA1318'DESCRIPTION IN THAT IT IS NOT THE SAME ENTRANCE OR THE SAME END
 LA1318'OF THE STEP.  THERE WERE NO OTHER MARKS THAT LOOKED LIKE A
 LA1318'CHISELED SQUARE AND THIS ONE CHECKED THE ELEVATION ON THE
 LA1318'RE-LEVELED LINE ANDERSON TO WARSAW.  NOTE-- THE ABOVE MENTIONED
 LA1318'CHISELED SQUARE IS EXTREMELY FAINT AND THERE IS MUCH DOUBT AS TO
 LA1318'WHETHER IT IS THE ORIGINAL MARK OR NOT, OR AS TO WHETHER THE
 LA1318'SAME POINT WOULD BE RECOVERED AGAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0684 ***********************************************************************
 KA0684  DESIGNATION -  B 50
 KA0684  PID         -  KA0684
 KA0684  STATE/COUNTY-  IN/BOONE
 KA0684  COUNTRY     -  US
 KA0684  USGS QUAD   -  NEW ROSS (2019)
 KA0684
 KA0684                         *CURRENT SURVEY CONTROL
 KA0684  ______________________________________________________________________
 KA0684* NAD 83(1986) POSITION- 39 56 05.     (N) 086 38 41.     (W)   SCALED
 KA0684* NAVD 88 ORTHO HEIGHT -   290.969 (meters)      954.62  (feet) ADJUSTED
 KA0684  ______________________________________________________________________
 KA0684  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 KA0684  DYNAMIC HEIGHT  -        290.811 (meters)      954.10  (feet) COMP
 KA0684  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 KA0684
 KA0684  VERT ORDER      -  SECOND    CLASS 0
 KA0684
 KA0684.The horizontal coordinates were scaled from a map and have
 KA0684.an estimated accuracy of +/- 6 seconds.
 KA0684
 KA0684.The orthometric height was determined by differential leveling and
 KA0684.adjusted by the NATIONAL GEODETIC SURVEY
 KA0684.in June 1991.
 KA0684
 KA0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0684.GEOID18 height accuracy estimate available here.
 KA0684
 KA0684.Click photographs - Photos may exist for this station.
 KA0684
 KA0684.The dynamic height is computed by dividing the NAVD 88
 KA0684.geopotential number by the normal gravity value computed on the
 KA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0684.degrees latitude (g = 980.6199 gals.).
 KA0684
 KA0684.The modeled gravity was interpolated from observed gravity values.
 KA0684
 KA0684;                    North         East    Units  Estimated Accuracy
 KA0684;SPC IN W     -   520,360.      937,490.      MT  (+/- 180 meters Scaled)
 KA0684
 KA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK303205(NAD 83)
 KA0684
 KA0684                          SUPERSEDED SURVEY CONTROL
 KA0684
 KA0684  NGVD 29 (??/??/92)  291.062  (m)          954.93   (f) ADJ UNCH    2 0
 KA0684
 KA0684.Superseded values are not recommended for survey control.
 KA0684
 KA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0684.See file dsdata.pdf to determine how the superseded data were derived.
 KA0684
 KA0684_MARKER: DB = BENCH MARK DISK
 KA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0684_STAMPING: B 50 1934
 KA0684_MARK LOGO: CGS
 KA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0684+STABILITY: SURFACE MOTION
 KA0684
 KA0684  HISTORY     - Date     Condition        Report By
 KA0684  HISTORY     - 1934     MONUMENTED       CGS
 KA0684  HISTORY     - 1946     GOOD             CGS
 KA0684
 KA0684                          STATION DESCRIPTION
 KA0684
 KA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0684'0.9 MI NW FROM JAMESTOWN.
 KA0684'NEW DESCRIPTION AS FOLLOWS-- 0.9 MILE NORTHWEST ALONG THE PEORIA
 KA0684'AND EASTERN RAILWAY FROM THE STATION AT JAMESTOWN, 6 RAILS
 KA0684'NORTHWEST OF POLE 28/25, AT A FARM-ROAD CROSSING, 48 FEET
 KA0684'SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD, 21 FEET NORTHEAST
 KA0684'OF THE NORTHEAST RAIL OF THE TRACK, 43 FEET SOUTH OF A FENCE
 KA0684'CORNER, 7 FEET SOUTHWEST OF THE FENCE, 1 FOOT SOUTHWEST OF A
 KA0684'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 KA0684'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1541 ***********************************************************************
 KA1541  DESIGNATION -  B 51
 KA1541  PID         -  KA1541
 KA1541  STATE/COUNTY-  IN/VERMILLION
 KA1541  COUNTRY     -  US
 KA1541  USGS QUAD   -  DANA (2019)
 KA1541
 KA1541                         *CURRENT SURVEY CONTROL
 KA1541  ______________________________________________________________________
 KA1541* NAD 83(1986) POSITION- 39 47 45.     (N) 087 23 11.     (W)   SCALED
 KA1541* NAVD 88 ORTHO HEIGHT -   149.380 (meters)      490.09  (feet) ADJUSTED
 KA1541  ______________________________________________________________________
 KA1541  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 KA1541  DYNAMIC HEIGHT  -        149.298 (meters)      489.82  (feet) COMP
 KA1541  MODELED GRAVITY -    980,073.3   (mgal)                       NAVD 88
 KA1541
 KA1541  VERT ORDER      -  SECOND    CLASS 0
 KA1541
 KA1541.The horizontal coordinates were scaled from a map and have
 KA1541.an estimated accuracy of +/- 6 seconds.
 KA1541
 KA1541.The orthometric height was determined by differential leveling and
 KA1541.adjusted by the NATIONAL GEODETIC SURVEY
 KA1541.in June 1991.
 KA1541
 KA1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1541.GEOID18 height accuracy estimate available here.
 KA1541
 KA1541.Click photographs - Photos may exist for this station.
 KA1541
 KA1541.The dynamic height is computed by dividing the NAVD 88
 KA1541.geopotential number by the normal gravity value computed on the
 KA1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1541.degrees latitude (g = 980.6199 gals.).
 KA1541
 KA1541.The modeled gravity was interpolated from observed gravity values.
 KA1541
 KA1541;                    North         East    Units  Estimated Accuracy
 KA1541;SPC IN W     -   504,890.      874,050.      MT  (+/- 180 meters Scaled)
 KA1541
 KA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK669051(NAD 83)
 KA1541
 KA1541                          SUPERSEDED SURVEY CONTROL
 KA1541
 KA1541  NGVD 29 (??/??/92)  149.480  (m)          490.42   (f) ADJ UNCH    2 0
 KA1541
 KA1541.Superseded values are not recommended for survey control.
 KA1541
 KA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1541.See file dsdata.pdf to determine how the superseded data were derived.
 KA1541
 KA1541_MARKER: DB = BENCH MARK DISK
 KA1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1541_STAMPING: B 51 1934
 KA1541_MARK LOGO: CGS
 KA1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1541+STABILITY: SURFACE MOTION
 KA1541
 KA1541  HISTORY     - Date     Condition        Report By
 KA1541  HISTORY     - 1934     MONUMENTED       CGS
 KA1541  HISTORY     - 1955     GOOD             CGS
 KA1541  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1541
 KA1541                          STATION DESCRIPTION
 KA1541
 KA1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KA1541'AT MONTEZUMA.
 KA1541'AT MONTEZUMA, VERMILLION COUNTY, 49 YARDS NORTH OF THE NORTH END
 KA1541'OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION, 60 YARDS
 KA1541'EAST OF THE BURNS AND HANCOCK CO. PLANT, AND 7 YARDS EAST OF THE
 KA1541'EAST RAIL OF THE NORTHBOUND TRACK.  A STANDARD DISK, STAMPED
 KA1541'B 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KA1541'INCHES ABOVE GROUND.  NOTE-- 125 FEET NORTH OF THE NORTH END OF
 KA1541'THE STATION.
 KA1541
 KA1541                          STATION RECOVERY (1986)
 KA1541
 KA1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0432 ***********************************************************************
 KA0432  DESIGNATION -  B 52
 KA0432  PID         -  KA0432
 KA0432  STATE/COUNTY-  IN/OWEN
 KA0432  COUNTRY     -  US
 KA0432  USGS QUAD   -  GOSPORT (2019)
 KA0432
 KA0432                         *CURRENT SURVEY CONTROL
 KA0432  ______________________________________________________________________
 KA0432* NAD 83(1986) POSITION- 39 20 59.     (N) 086 39 33.     (W)   SCALED
 KA0432* NAVD 88 ORTHO HEIGHT -   173.095 (meters)      567.90  (feet) ADJUSTED
 KA0432  ______________________________________________________________________
 KA0432  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0432  DYNAMIC HEIGHT  -        172.994 (meters)      567.56  (feet) COMP
 KA0432  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 KA0432
 KA0432  VERT ORDER      -  SECOND    CLASS 0
 KA0432
 KA0432.The horizontal coordinates were scaled from a map and have
 KA0432.an estimated accuracy of +/- 6 seconds.
 KA0432
 KA0432.The orthometric height was determined by differential leveling and
 KA0432.adjusted by the NATIONAL GEODETIC SURVEY
 KA0432.in June 1991.
 KA0432
 KA0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0432.GEOID18 height accuracy estimate available here.
 KA0432
 KA0432.Click photographs - Photos may exist for this station.
 KA0432
 KA0432.The dynamic height is computed by dividing the NAVD 88
 KA0432.geopotential number by the normal gravity value computed on the
 KA0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0432.degrees latitude (g = 980.6199 gals.).
 KA0432
 KA0432.The modeled gravity was interpolated from observed gravity values.
 KA0432
 KA0432;                    North         East    Units  Estimated Accuracy
 KA0432;SPC IN W     -   455,410.      936,560.      MT  (+/- 180 meters Scaled)
 KA0432
 KA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293556(NAD 83)
 KA0432
 KA0432                          SUPERSEDED SURVEY CONTROL
 KA0432
 KA0432  NGVD 29 (??/??/92)  173.220  (m)          568.31   (f) ADJ UNCH    2 0
 KA0432
 KA0432.Superseded values are not recommended for survey control.
 KA0432
 KA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0432.See file dsdata.pdf to determine how the superseded data were derived.
 KA0432
 KA0432_MARKER: DB = BENCH MARK DISK
 KA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0432_STAMPING: B 52 1934
 KA0432_MARK LOGO: CGS
 KA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0432+STABILITY: SURFACE MOTION
 KA0432
 KA0432  HISTORY     - Date     Condition        Report By
 KA0432  HISTORY     - 1934     MONUMENTED       CGS
 KA0432  HISTORY     - 1944     GOOD             CGS
 KA0432
 KA0432                          STATION DESCRIPTION
 KA0432
 KA0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0432'AT GOSPORT.
 KA0432'AT GOSPORT, OWEN COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 KA0432'LOUISVILLE RAILWAY, 7 RAILS SOUTH OF THE SOUTH END OF THE
 KA0432'STATION, 25 YARDS NORTHWEST OF THE WEST END OF A STEEL HIGHWAY
 KA0432'BRIDGE OVER WHITE RIVER, AT A DIRT-ROAD CROSSING, 24 FEET
 KA0432'EAST OF THE CENTERLINE OF THE ROAD, AND 18 FEET WEST OF THE
 KA0432'WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 52
 KA0432'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0432'ABOVE GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0432'RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0322 ***********************************************************************
 KA0322  DESIGNATION -  B 53
 KA0322  PID         -  KA0322
 KA0322  STATE/COUNTY-  IN/MONROE
 KA0322  COUNTRY     -  US
 KA0322  USGS QUAD   -  UNIONVILLE (2019)
 KA0322
 KA0322                         *CURRENT SURVEY CONTROL
 KA0322  ______________________________________________________________________
 KA0322* NAD 83(1986) POSITION- 39 09 47.     (N) 086 24 54.     (W)   SCALED
 KA0322* NAVD 88 ORTHO HEIGHT -   171.446 (meters)      562.49  (feet) ADJUSTED
 KA0322  ______________________________________________________________________
 KA0322  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0322  DYNAMIC HEIGHT  -        171.342 (meters)      562.14  (feet) COMP
 KA0322  MODELED GRAVITY -    980,017.2   (mgal)                       NAVD 88
 KA0322
 KA0322  VERT ORDER      -  SECOND    CLASS 0
 KA0322
 KA0322.The horizontal coordinates were scaled from a map and have
 KA0322.an estimated accuracy of +/- 6 seconds.
 KA0322
 KA0322.The orthometric height was determined by differential leveling and
 KA0322.adjusted by the NATIONAL GEODETIC SURVEY
 KA0322.in June 1991.
 KA0322
 KA0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0322.GEOID18 height accuracy estimate available here.
 KA0322
 KA0322.Click photographs - Photos may exist for this station.
 KA0322
 KA0322.The dynamic height is computed by dividing the NAVD 88
 KA0322.geopotential number by the normal gravity value computed on the
 KA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0322.degrees latitude (g = 980.6199 gals.).
 KA0322
 KA0322.The modeled gravity was interpolated from observed gravity values.
 KA0322
 KA0322;                    North         East    Units  Estimated Accuracy
 KA0322;SPC IN W     -   434,810.      957,760.      MT  (+/- 180 meters Scaled)
 KA0322
 KA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ505350(NAD 83)
 KA0322
 KA0322                          SUPERSEDED SURVEY CONTROL
 KA0322
 KA0322  NGVD 29 (??/??/92)  171.564  (m)          562.87   (f) ADJ UNCH    2 0
 KA0322
 KA0322.Superseded values are not recommended for survey control.
 KA0322
 KA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0322.See file dsdata.pdf to determine how the superseded data were derived.
 KA0322
 KA0322_MARKER: DB = BENCH MARK DISK
 KA0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0322_STAMPING: B 53 1934
 KA0322_MARK LOGO: CGS
 KA0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0322+STABILITY: SURFACE MOTION
 KA0322
 KA0322  HISTORY     - Date     Condition        Report By
 KA0322  HISTORY     - 1934     MONUMENTED       CGS
 KA0322  HISTORY     - 1957     GOOD             CGS
 KA0322  HISTORY     - 1966     GOOD             CGS
 KA0322  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 KA0322
 KA0322                          STATION DESCRIPTION
 KA0322
 KA0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KA0322'6.5 MI E FROM BLOOMINGTON.
 KA0322'6.5 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CITY HALL AT
 KA0322'BLOOMINGTON, MONROE COUNTY, ABOUT 270 YARDS EAST OF AN OLD STEEL
 KA0322'BRIDGE AT THE FOOT OF A STEEP HILL, 80 YARDS WEST OF A WHITE HOUSE
 KA0322'AT A SHARP CURVE, AT THE JUNCTION OF A SMALL DIRT ROAD, 9 YARDS
 KA0322'NORTH OF THE CENTERLINE OF THE HIGHWAY, 6 YARDS WEST OF THE
 KA0322'CENTERLINE OF THE ROAD, AND AT A FENCE CORNER.  A STANDARD DISK,
 KA0322'STAMPED B 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0322'5 INCHES ABOVE THE GROUND.  NOTE-- 61 FEET SOUTH OF A 14-INCH ELM
 KA0322'TREE, 16 FEET WEST OF THE CENTERLINE OF THE ROAD, 17 FEET NORTH
 KA0322'OF A FENCE CORNER, AND 1.5 FEET WEST OF THE FENCE.
 KA0322
 KA0322                          STATION RECOVERY (1966)
 KA0322
 KA0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0322'RECOVERED IN GOOD CONDITION.
 KA0322
 KA0322                          STATION RECOVERY (2003)
 KA0322
 KA0322'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1182 ***********************************************************************
 KA1182  DESIGNATION -  B 54
 KA1182  PID         -  KA1182
 KA1182  STATE/COUNTY-  IN/GREENE
 KA1182  COUNTRY     -  US
 KA1182  USGS QUAD   -  LINTON (2019)
 KA1182
 KA1182                         *CURRENT SURVEY CONTROL
 KA1182  ______________________________________________________________________
 KA1182* NAD 83(1986) POSITION- 39 01 50.98   (N) 087 07 42.85   (W)   HD_HELD1
 KA1182* NAVD 88 ORTHO HEIGHT -   153.349 (meters)      503.11  (feet) ADJUSTED
 KA1182  ______________________________________________________________________
 KA1182  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 KA1182  DYNAMIC HEIGHT  -        153.256 (meters)      502.81  (feet) COMP
 KA1182  MODELED GRAVITY -    980,020.6   (mgal)                       NAVD 88
 KA1182
 KA1182  VERT ORDER      -  SECOND    CLASS 0
 KA1182
 KA1182.The horizontal coordinates were determined by differentially corrected
 KA1182.hand held GPS observations or other comparable positioning techniques
 KA1182.and have an estimated accuracy of +/- 3 meters.
 KA1182
 KA1182.The orthometric height was determined by differential leveling and
 KA1182.adjusted by the NATIONAL GEODETIC SURVEY
 KA1182.in June 1991.
 KA1182
 KA1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1182.GEOID18 height accuracy estimate available here.
 KA1182
 KA1182.Click photographs - Photos may exist for this station.
 KA1182
 KA1182.The dynamic height is computed by dividing the NAVD 88
 KA1182.geopotential number by the normal gravity value computed on the
 KA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1182.degrees latitude (g = 980.6199 gals.).
 KA1182
 KA1182.The modeled gravity was interpolated from observed gravity values.
 KA1182
 KA1182;                    North         East    Units  Estimated Accuracy
 KA1182;SPC IN W     -   419,919.5     896,083.2     MT  (+/- 3 meters HH1 GPS) 
 KA1182
 KA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8887120205(NAD 83)
 KA1182
 KA1182                          SUPERSEDED SURVEY CONTROL
 KA1182
 KA1182  NGVD 29 (??/??/92)  153.481  (m)          503.55   (f) ADJ UNCH    2 0
 KA1182
 KA1182.Superseded values are not recommended for survey control.
 KA1182
 KA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1182.See file dsdata.pdf to determine how the superseded data were derived.
 KA1182
 KA1182_MARKER: DB = BENCH MARK DISK
 KA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1182_STAMPING: B 54 1934
 KA1182_MARK LOGO: CGS
 KA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1182+STABILITY: SURFACE MOTION
 KA1182
 KA1182  HISTORY     - Date     Condition        Report By
 KA1182  HISTORY     - 1934     MONUMENTED       CGS
 KA1182
 KA1182                          STATION DESCRIPTION
 KA1182
 KA1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1182'2 MI E FROM LINTON.
 KA1182'2.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1182'STATION AT LINTON, GREENE COUNTY, 5-1/2 RAILS EAST OF OVERPASS
 KA1182'X 93+4, 75 YARDS NORTHEAST OF A BROWN HOUSE, 5-1/2 YARDS NORTH
 KA1182'OF A FENCE, 15 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1-1/2 FEET LOWER
 KA1182'THAN THE TRACK, AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED
 KA1182'B 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0102 ***********************************************************************
 JA0102  DESIGNATION -  B 55
 JA0102  PID         -  JA0102
 JA0102  STATE/COUNTY-  IN/ORANGE
 JA0102  COUNTRY     -  US
 JA0102  USGS QUAD   -  PAOLI (2019)
 JA0102
 JA0102                         *CURRENT SURVEY CONTROL
 JA0102  ______________________________________________________________________
 JA0102* NAD 83(1986) POSITION- 38 31 48.     (N) 086 27 20.     (W)   SCALED
 JA0102* NAVD 88 ORTHO HEIGHT -   244.000 (meters)      800.52  (feet) ADJUSTED
 JA0102  ______________________________________________________________________
 JA0102  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 JA0102  DYNAMIC HEIGHT  -        243.833 (meters)      799.98  (feet) COMP
 JA0102  MODELED GRAVITY -    979,936.1   (mgal)                       NAVD 88
 JA0102
 JA0102  VERT ORDER      -  SECOND    CLASS 0
 JA0102
 JA0102.The horizontal coordinates were scaled from a map and have
 JA0102.an estimated accuracy of +/- 6 seconds.
 JA0102
 JA0102.The orthometric height was determined by differential leveling and
 JA0102.adjusted by the NATIONAL GEODETIC SURVEY
 JA0102.in June 1991.
 JA0102
 JA0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0102.GEOID18 height accuracy estimate available here.
 JA0102
 JA0102.Click photographs - Photos may exist for this station.
 JA0102
 JA0102.The dynamic height is computed by dividing the NAVD 88
 JA0102.geopotential number by the normal gravity value computed on the
 JA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0102.degrees latitude (g = 980.6199 gals.).
 JA0102
 JA0102.The modeled gravity was interpolated from observed gravity values.
 JA0102
 JA0102;                    North         East    Units  Estimated Accuracy
 JA0102;SPC IN W     -   364,510.      954,740.      MT  (+/- 180 meters Scaled)
 JA0102
 JA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474647(NAD 83)
 JA0102
 JA0102                          SUPERSEDED SURVEY CONTROL
 JA0102
 JA0102  NGVD 29 (??/??/92)  244.11   (m)          800.9    (f) COMPUTED    2 0
 JA0102
 JA0102.Superseded values are not recommended for survey control.
 JA0102
 JA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0102.See file dsdata.pdf to determine how the superseded data were derived.
 JA0102
 JA0102_MARKER: DB = BENCH MARK DISK
 JA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0102_STAMPING: B 55 1934
 JA0102_MARK LOGO: CGS
 JA0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0102+STABILITY: SURFACE MOTION
 JA0102
 JA0102  HISTORY     - Date     Condition        Report By
 JA0102  HISTORY     - 1934     MONUMENTED       CGS
 JA0102  HISTORY     - 1967     MARK NOT FOUND   CGS
 JA0102
 JA0102                          STATION DESCRIPTION
 JA0102
 JA0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0102'2.3 MI S FROM PAOLI.
 JA0102'2.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COUNTY COURTHOUSE
 JA0102'AT PAOLI, ORANGE COUNTY, ABOUT 200 YARDS NORTH OF A LOG HOUSE,
 JA0102'AT THE JUNCTION OF A LANE ENTERING THE HIGHWAY, 44 FEET NORTH OF
 JA0102'TELEPHONE POLE 103, 24.8 FEET SOUTHWEST OF THE CENTERLINE OF
 JA0102'THE HIGHWAY, 2 FEET NORTHEAST OF THE FENCE, AND LEVEL WITH THE
 JA0102'HIGHWAY.  A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP
 JA0102'OF A CONCRETE POST.
 JA0102
 JA0102                          STATION RECOVERY (1967)
 JA0102
 JA0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1351 ***********************************************************************
 HZ1351  DESIGNATION -  B 56
 HZ1351  PID         -  HZ1351
 HZ1351  STATE/COUNTY-  IN/FLOYD
 HZ1351  COUNTRY     -  US
 HZ1351  USGS QUAD   -  GEORGETOWN (2019)
 HZ1351
 HZ1351                         *CURRENT SURVEY CONTROL
 HZ1351  ______________________________________________________________________
 HZ1351* NAD 83(1986) POSITION- 38 17 21.     (N) 085 55 10.     (W)   SCALED
 HZ1351* NAVD 88 ORTHO HEIGHT -   244.418 (meters)      801.89  (feet) ADJUSTED
 HZ1351  ______________________________________________________________________
 HZ1351  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 HZ1351  DYNAMIC HEIGHT  -        244.249 (meters)      801.34  (feet) COMP
 HZ1351  MODELED GRAVITY -    979,929.4   (mgal)                       NAVD 88
 HZ1351
 HZ1351  VERT ORDER      -  SECOND    CLASS 0
 HZ1351
 HZ1351.The horizontal coordinates were scaled from a map and have
 HZ1351.an estimated accuracy of +/- 6 seconds.
 HZ1351
 HZ1351.The orthometric height was determined by differential leveling and
 HZ1351.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1351.in June 1991.
 HZ1351
 HZ1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1351.GEOID18 height accuracy estimate available here.
 HZ1351
 HZ1351.Click photographs - Photos may exist for this station.
 HZ1351
 HZ1351.The dynamic height is computed by dividing the NAVD 88
 HZ1351.geopotential number by the normal gravity value computed on the
 HZ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1351.degrees latitude (g = 980.6199 gals.).
 HZ1351
 HZ1351.The modeled gravity was interpolated from observed gravity values.
 HZ1351
 HZ1351;                    North         East    Units  Estimated Accuracy
 HZ1351;SPC IN E     -   337,620.       77,890.      MT  (+/- 180 meters Scaled)
 HZ1351
 HZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH944384(NAD 83)
 HZ1351
 HZ1351                          SUPERSEDED SURVEY CONTROL
 HZ1351
 HZ1351.No superseded survey control is available for this station.
 HZ1351
 HZ1351_MARKER: DB = BENCH MARK DISK
 HZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1351_STAMPING: B 56 1934
 HZ1351_MARK LOGO: CGS
 HZ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1351+STABILITY: SURFACE MOTION
 HZ1351
 HZ1351  HISTORY     - Date     Condition        Report By
 HZ1351  HISTORY     - 1934     MONUMENTED       CGS
 HZ1351  HISTORY     - 1935     GOOD             CGS
 HZ1351  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ1351
 HZ1351                          STATION DESCRIPTION
 HZ1351
 HZ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1351'3 MI E FROM GEORGETOWN.
 HZ1351'3.0 MILES EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1351'GEORGETOWN, FLOYD COUNTY, 280 FEET SOUTHWEST OF THE SOUTHWEST
 HZ1351'CORNER OF A SIGNAL HOUSE AND THE WEST PORTAL OF TUNNEL 1, 92 FEET
 HZ1351'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 62, 38 FEET SOUTH OF THE
 HZ1351'SOUTH RAIL, 8-1/2 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 HZ1351'2 FEET NORTH OF A FENCE LINE, AND 1 FOOT LOWER THAN THE TRACK.
 HZ1351'A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP OF A CONCRETE
 HZ1351'POST.
 HZ1351
 HZ1351                          STATION RECOVERY (1965)
 HZ1351
 HZ1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0551 ***********************************************************************
 JA0551  DESIGNATION -  B 57
 JA0551  PID         -  JA0551
 JA0551  STATE/COUNTY-  IN/DUBOIS
 JA0551  COUNTRY     -  US
 JA0551  USGS QUAD   -  BIRDSEYE (2019)
 JA0551
 JA0551                         *CURRENT SURVEY CONTROL
 JA0551  ______________________________________________________________________
 JA0551* NAD 83(1986) POSITION- 38 18 29.     (N) 086 43 35.     (W)   SCALED
 JA0551* NAVD 88 ORTHO HEIGHT -   213.620 (meters)      700.85  (feet) ADJUSTED
 JA0551  ______________________________________________________________________
 JA0551  GEOID HEIGHT    -        -32.716 (meters)                     GEOID18
 JA0551  DYNAMIC HEIGHT  -        213.474 (meters)      700.37  (feet) COMP
 JA0551  MODELED GRAVITY -    979,940.8   (mgal)                       NAVD 88
 JA0551
 JA0551  VERT ORDER      -  FIRST     CLASS II
 JA0551
 JA0551.The horizontal coordinates were scaled from a map and have
 JA0551.an estimated accuracy of +/- 6 seconds.
 JA0551
 JA0551.The orthometric height was determined by differential leveling and
 JA0551.adjusted by the NATIONAL GEODETIC SURVEY
 JA0551.in June 1991.
 JA0551
 JA0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0551.GEOID18 height accuracy estimate available here.
 JA0551
 JA0551.Click photographs - Photos may exist for this station.
 JA0551
 JA0551.The dynamic height is computed by dividing the NAVD 88
 JA0551.geopotential number by the normal gravity value computed on the
 JA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0551.degrees latitude (g = 980.6199 gals.).
 JA0551
 JA0551.The modeled gravity was interpolated from observed gravity values.
 JA0551
 JA0551;                    North         East    Units  Estimated Accuracy
 JA0551;SPC IN W     -   339,750.      931,220.      MT  (+/- 180 meters Scaled)
 JA0551
 JA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH239400(NAD 83)
 JA0551
 JA0551                          SUPERSEDED SURVEY CONTROL
 JA0551
 JA0551  NGVD 29 (??/??/92)  213.730  (m)          701.21   (f) ADJ UNCH    1 2
 JA0551
 JA0551.Superseded values are not recommended for survey control.
 JA0551
 JA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0551.See file dsdata.pdf to determine how the superseded data were derived.
 JA0551
 JA0551_MARKER: DB = BENCH MARK DISK
 JA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0551_STAMPING: B 57 1934
 JA0551_MARK LOGO: CGS
 JA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0551+STABILITY: SURFACE MOTION
 JA0551
 JA0551  HISTORY     - Date     Condition        Report By
 JA0551  HISTORY     - 1934     MONUMENTED       CGS
 JA0551  HISTORY     - 1965     GOOD             CGS
 JA0551  HISTORY     - 20130702 MARK NOT FOUND   INDOT
 JA0551
 JA0551                          STATION DESCRIPTION
 JA0551
 JA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0551'2.3 MI W FROM BIRDSEYE.
 JA0551'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0551'AT BIRDSEYE, THENCE 2.2 MILE WEST ALONG THE SOUTHERN RAILWAY,
 JA0551'IN SECTION 27, T 2 S, R 3 W, 28 FEET SOUTHEAST OF THE CENTER LINE
 JA0551'OF A GRAVELED ROAD NUMBER 950 E, 29 FEET WEST OF THE CENTER LINE
 JA0551'OF A PRIVATE ROAD CROSSING, 21 FEET NORTHWEST OF THE NORTHWEST
 JA0551'RAIL, 10 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 189 AA - E46, 1.0
 JA0551'FEET NORTHWEST OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL
 JA0551'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JA0551'INCHES.
 JA0551
 JA0551                          STATION RECOVERY (2013)
 JA0551
 JA0551'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA0551'STATION NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1029 ***********************************************************************
 ME1029  DESIGNATION -  B 6
 ME1029  PID         -  ME1029
 ME1029  STATE/COUNTY-  IN/LAKE
 ME1029  COUNTRY     -  US
 ME1029  USGS QUAD   -  WHITING (2019)
 ME1029
 ME1029                         *CURRENT SURVEY CONTROL
 ME1029  ______________________________________________________________________
 ME1029* NAD 83(1986) POSITION- 41 40 46.     (N) 087 29 23.     (W)   SCALED
 ME1029* NAVD 88 ORTHO HEIGHT -   180.055 (meters)      590.73  (feet) ADJUSTED
 ME1029  ______________________________________________________________________
 ME1029  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 ME1029  DYNAMIC HEIGHT  -        179.991 (meters)      590.52  (feet) COMP
 ME1029  MODELED GRAVITY -    980,264.3   (mgal)                       NAVD 88
 ME1029
 ME1029  VERT ORDER      -  FIRST     CLASS I
 ME1029
 ME1029.The horizontal coordinates were scaled from a map and have
 ME1029.an estimated accuracy of +/- 6 seconds.
 ME1029
 ME1029.The orthometric height was determined by differential leveling and
 ME1029.adjusted by the NATIONAL GEODETIC SURVEY
 ME1029.in June 1991.
 ME1029
 ME1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1029.GEOID18 height accuracy estimate available here.
 ME1029
 ME1029.Click photographs - Photos may exist for this station.
 ME1029
 ME1029.The dynamic height is computed by dividing the NAVD 88
 ME1029.geopotential number by the normal gravity value computed on the
 ME1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1029.degrees latitude (g = 980.6199 gals.).
 ME1029
 ME1029.The modeled gravity was interpolated from observed gravity values.
 ME1029
 ME1029;                    North         East    Units  Estimated Accuracy
 ME1029;SPC IN W     -   714,100.      866,160.      MT  (+/- 180 meters Scaled)
 ME1029
 ME1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM592143(NAD 83)
 ME1029
 ME1029                          SUPERSEDED SURVEY CONTROL
 ME1029
 ME1029  NGVD 29 (??/??/92)  180.166  (m)          591.09   (f) ADJ UNCH    1 1
 ME1029
 ME1029.Superseded values are not recommended for survey control.
 ME1029
 ME1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1029.See file dsdata.pdf to determine how the superseded data were derived.
 ME1029
 ME1029_MARKER: DB = BENCH MARK DISK
 ME1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1029_SP_SET: FOUNDATION
 ME1029_STAMPING: B 6 ELEV 591.095 FT
 ME1029_MARK LOGO: CGS
 ME1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1029
 ME1029  HISTORY     - Date     Condition        Report By
 ME1029  HISTORY     - 1916     MONUMENTED       CGS
 ME1029  HISTORY     - 1968     GOOD             CGS
 ME1029  HISTORY     - 1976     GOOD             LOCSUR
 ME1029  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1029
 ME1029                          STATION DESCRIPTION
 ME1029
 ME1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1029'AT WHITING.
 ME1029'AT WHITING, AT THE INTERSECTION OF SCHRAGE AVENUE AND 119 TH
 ME1029'STREET, ABOUT 100 YARDS WEST ALONG 119 TH STREET FROM THE
 ME1029'CROSSING OF THE PENN CENTRAL RAILROAD, SET VERTICALLY IN THE
 ME1029'EAST FACE OF THE STONE FOUNDATION OF THE STANDARD HOTEL BLDG, 8
 ME1029'FEET WEST OF THE WEST CURB OF SCHRAGE AVENUE, 28.5 FEET SOUTH
 ME1029'OF THE SOUTH CURB OF 119 TH STREET AND 1.2 FEET ABOVE THE LEVEL
 ME1029'OF THE SIDEWALK.
 ME1029
 ME1029                          STATION RECOVERY (1976)
 ME1029
 ME1029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME1029'RECOVERED IN GOOD CONDITION.
 ME1029
 ME1029                          STATION RECOVERY (1992)
 ME1029
 ME1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1029'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1674 ***********************************************************************
 HZ1674  DESIGNATION -  B 60 RESET
 HZ1674  PID         -  HZ1674
 HZ1674  STATE/COUNTY-  IN/CLARK
 HZ1674  COUNTRY     -  US
 HZ1674  USGS QUAD   -  HENRYVILLE (2019)
 HZ1674
 HZ1674                         *CURRENT SURVEY CONTROL
 HZ1674  ______________________________________________________________________
 HZ1674* NAD 83(1986) POSITION- 38 30 36.23   (N) 085 45 55.36   (W)   HD_HELD1
 HZ1674* NAVD 88 ORTHO HEIGHT -   147.21  (meters)      483.0   (feet) RESET
 HZ1674  ______________________________________________________________________
 HZ1674  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 HZ1674  VERT ORDER      -  THIRD
 HZ1674
 HZ1674.The horizontal coordinates were determined by differentially corrected
 HZ1674.hand held GPS observations or other comparable positioning techniques
 HZ1674.and have an estimated accuracy of +/- 3 meters.
 HZ1674
 HZ1674.The orthometric height was computed from unverified reset data.
 HZ1674
 HZ1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1674.GEOID18 height accuracy estimate available here.
 HZ1674
 HZ1674.Click photographs - Photos may exist for this station.
 HZ1674
 HZ1674;                    North         East    Units  Estimated Accuracy
 HZ1674;SPC IN E     -   362,114.5      91,390.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1674
 HZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0764363132(NAD 83)
 HZ1674
 HZ1674                          SUPERSEDED SURVEY CONTROL
 HZ1674
 HZ1674  NGVD 29 (08/22/16)  147.35   (m)          483.4    (f) RESET       3  
 HZ1674
 HZ1674.Superseded values are not recommended for survey control.
 HZ1674
 HZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1674.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1674
 HZ1674_MARKER: DV = VERTICAL CONTROL DISK
 HZ1674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1674_SP_SET: CULVERT HEADWALL
 HZ1674_STAMPING: 60 RESET 1974
 HZ1674_MARK LOGO: NGS
 HZ1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1674+STABILITY: SURFACE MOTION
 HZ1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1674+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 HZ1674
 HZ1674  HISTORY     - Date     Condition        Report By
 HZ1674  HISTORY     - 1974     MONUMENTED       NGS
 HZ1674  HISTORY     - 20230329 GOOD             INDOT
 HZ1674
 HZ1674                          STATION DESCRIPTION
 HZ1674
 HZ1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HZ1674'1.8 MI N FROM MEMPHIS.
 HZ1674'1.75 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE NORTH EDGE OF
 HZ1674'THE VILLAGE OF MEMPHIS TO A CONCRETE TYPE RAILROAD CULVERT
 HZ1674'ON THE RIGHT.  IT IS 92 FEET EAST OF THE CENTERLINE OF U.S.
 HZ1674'HIGHWAY 31, 20 FEET WEST OF THE WEST RAIL OF RAIL ROAD TRACK,
 HZ1674'13 FEET NORTH OF A METAL WITNESS POST AND ABOUT 5 FEET ABOVE THE
 HZ1674'HIGHWAY.  THE DISK IS CEMENTED IN A DRILL HOLE AT THE MOST
 HZ1674'NORTHERLY END OF THE CULVERT.
 HZ1674
 HZ1674                          STATION RECOVERY (2023)
 HZ1674
 HZ1674'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0089 ***********************************************************************
 KA0089  DESIGNATION -  B 61
 KA0089  PID         -  KA0089
 KA0089  STATE/COUNTY-  IN/HENDRICKS
 KA0089  COUNTRY     -  US
 KA0089  USGS QUAD   -  BROWNSBURG (2019)
 KA0089
 KA0089                         *CURRENT SURVEY CONTROL
 KA0089  ______________________________________________________________________
 KA0089* NAD 83(1986) POSITION- 39 45 23.     (N) 086 28 01.     (W)   SCALED
 KA0089* NAVD 88 ORTHO HEIGHT -   268.317 (meters)      880.30  (feet) ADJUSTED
 KA0089  ______________________________________________________________________
 KA0089  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 KA0089  DYNAMIC HEIGHT  -        268.171 (meters)      879.82  (feet) COMP
 KA0089  MODELED GRAVITY -    980,074.3   (mgal)                       NAVD 88
 KA0089
 KA0089  VERT ORDER      -  FIRST     CLASS II
 KA0089
 KA0089.The horizontal coordinates were scaled from a map and have
 KA0089.an estimated accuracy of +/- 6 seconds.
 KA0089
 KA0089.The orthometric height was determined by differential leveling and
 KA0089.adjusted by the NATIONAL GEODETIC SURVEY
 KA0089.in June 1991.
 KA0089
 KA0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0089.GEOID18 height accuracy estimate available here.
 KA0089
 KA0089.Click photographs - Photos may exist for this station.
 KA0089
 KA0089.The dynamic height is computed by dividing the NAVD 88
 KA0089.geopotential number by the normal gravity value computed on the
 KA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0089.degrees latitude (g = 980.6199 gals.).
 KA0089
 KA0089.The modeled gravity was interpolated from observed gravity values.
 KA0089
 KA0089;                    North         East    Units  Estimated Accuracy
 KA0089;SPC IN W     -   500,650.      952,820.      MT  (+/- 180 meters Scaled)
 KA0089
 KA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK456008(NAD 83)
 KA0089
 KA0089                          SUPERSEDED SURVEY CONTROL
 KA0089
 KA0089  NGVD 29 (??/??/92)  268.429  (m)          880.67   (f) ADJ UNCH    1 2
 KA0089
 KA0089.Superseded values are not recommended for survey control.
 KA0089
 KA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0089.See file dsdata.pdf to determine how the superseded data were derived.
 KA0089
 KA0089_MARKER: DB = BENCH MARK DISK
 KA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0089_STAMPING: B 61 1946
 KA0089_MARK LOGO: CGS
 KA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0089+STABILITY: SURFACE MOTION
 KA0089
 KA0089  HISTORY     - Date     Condition        Report By
 KA0089  HISTORY     - 1946     MONUMENTED       CGS
 KA0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0089
 KA0089                          STATION DESCRIPTION
 KA0089
 KA0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0089'3 MI E FROM DANVILLE.
 KA0089'ABOUT 3.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0089'THE STATION AT DANVILLE, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 KA0089'165 FEET SOUTHWEST AND ACROSS THE TRACK FROM POLE NUMBER 16/20,
 KA0089'22 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 31 FEET
 KA0089'EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WHITE
 KA0089'WOODEN WITNESS POST AND ABOUT 3 FEET HIGHER THAN TRACK LEVEL.
 KA0089'A STANDARD DISK, STAMPED B 61 1946 AND SET IN THE TOP OF A CONCRETE
 KA0089'POST PROJECTING 8 INCHES ABOVE GROUND.
 KA0089
 KA0089                          STATION RECOVERY (1985)
 KA0089
 KA0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0614 ***********************************************************************
 KA0614  DESIGNATION -  B 62
 KA0614  PID         -  KA0614
 KA0614  STATE/COUNTY-  IN/PUTNAM
 KA0614  COUNTRY     -  US
 KA0614  USGS QUAD   -  CLOVERDALE (2019)
 KA0614
 KA0614                         *CURRENT SURVEY CONTROL
 KA0614  ______________________________________________________________________
 KA0614* NAD 83(1986) POSITION- 39 34 29.     (N) 086 51 39.     (W)   SCALED
 KA0614* NAVD 88 ORTHO HEIGHT -   213.766 (meters)      701.33  (feet) ADJUSTED
 KA0614  ______________________________________________________________________
 KA0614  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 KA0614  DYNAMIC HEIGHT  -        213.645 (meters)      700.93  (feet) COMP
 KA0614  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 KA0614
 KA0614  VERT ORDER      -  SECOND    CLASS 0
 KA0614
 KA0614.The horizontal coordinates were scaled from a map and have
 KA0614.an estimated accuracy of +/- 6 seconds.
 KA0614
 KA0614.The orthometric height was determined by differential leveling and
 KA0614.adjusted by the NATIONAL GEODETIC SURVEY
 KA0614.in June 1991.
 KA0614
 KA0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0614.GEOID18 height accuracy estimate available here.
 KA0614
 KA0614.Click photographs - Photos may exist for this station.
 KA0614
 KA0614.The dynamic height is computed by dividing the NAVD 88
 KA0614.geopotential number by the normal gravity value computed on the
 KA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0614.degrees latitude (g = 980.6199 gals.).
 KA0614
 KA0614.The modeled gravity was interpolated from observed gravity values.
 KA0614
 KA0614;                    North         East    Units  Estimated Accuracy
 KA0614;SPC IN W     -   480,320.      919,120.      MT  (+/- 180 meters Scaled)
 KA0614
 KA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ119805(NAD 83)
 KA0614
 KA0614                          SUPERSEDED SURVEY CONTROL
 KA0614
 KA0614  NGVD 29 (??/??/92)  213.883  (m)          701.71   (f) ADJ UNCH    2 0
 KA0614
 KA0614.Superseded values are not recommended for survey control.
 KA0614
 KA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0614.See file dsdata.pdf to determine how the superseded data were derived.
 KA0614
 KA0614_MARKER: DB = BENCH MARK DISK
 KA0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0614_SP_SET: OVERPASS
 KA0614_STAMPING: B 62 1946
 KA0614_MARK LOGO: CGS
 KA0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0614
 KA0614  HISTORY     - Date     Condition        Report By
 KA0614  HISTORY     - 1946     MONUMENTED       CGS
 KA0614  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0614
 KA0614                          STATION DESCRIPTION
 KA0614
 KA0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0614'0.2 MI E FROM PUTNAMVILLE.
 KA0614'AT PUTNAMVILLE, ABOUT 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM
 KA0614'THE POST OFFICE, AT THE SOUTHWEST CORNER OF THE HIGHWAY OVERPASS
 KA0614'OVER THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD, 27 FEET
 KA0614'SOUTH OF AND ABOUT 6 INCHES ABOVE THE CENTER LINE OF THE HIGHWAY,
 KA0614'4 INCHES NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BANISTER.
 KA0614'A STANDARD DISK, STAMPED B 62 1946.
 KA0614
 KA0614                          STATION RECOVERY (1985)
 KA0614
 KA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0614'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0613 ***********************************************************************
 KA0613  DESIGNATION -  B 63
 KA0613  PID         -  KA0613
 KA0613  STATE/COUNTY-  IN/PUTNAM
 KA0613  COUNTRY     -  US
 KA0613  USGS QUAD   -  CLOVERDALE (2019)
 KA0613
 KA0613                         *CURRENT SURVEY CONTROL
 KA0613  ______________________________________________________________________
 KA0613* NAD 83(1986) POSITION- 39 30 24.     (N) 086 46 50.     (W)   SCALED
 KA0613* NAVD 88 ORTHO HEIGHT -   233.374 (meters)      765.66  (feet) ADJUSTED
 KA0613  ______________________________________________________________________
 KA0613  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KA0613  DYNAMIC HEIGHT  -        233.241 (meters)      765.22  (feet) COMP
 KA0613  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 KA0613
 KA0613  VERT ORDER      -  SECOND    CLASS 0
 KA0613
 KA0613.The horizontal coordinates were scaled from a map and have
 KA0613.an estimated accuracy of +/- 6 seconds.
 KA0613
 KA0613.The orthometric height was determined by differential leveling and
 KA0613.adjusted by the NATIONAL GEODETIC SURVEY
 KA0613.in June 1991.
 KA0613
 KA0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0613.GEOID18 height accuracy estimate available here.
 KA0613
 KA0613.Click photographs - Photos may exist for this station.
 KA0613
 KA0613.The dynamic height is computed by dividing the NAVD 88
 KA0613.geopotential number by the normal gravity value computed on the
 KA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0613.degrees latitude (g = 980.6199 gals.).
 KA0613
 KA0613.The modeled gravity was interpolated from observed gravity values.
 KA0613
 KA0613;                    North         East    Units  Estimated Accuracy
 KA0613;SPC IN W     -   472,790.      926,040.      MT  (+/- 180 meters Scaled)
 KA0613
 KA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ188730(NAD 83)
 KA0613
 KA0613                          SUPERSEDED SURVEY CONTROL
 KA0613
 KA0613  NGVD 29 (??/??/92)  233.489  (m)          766.04   (f) ADJ UNCH    2 0
 KA0613
 KA0613.Superseded values are not recommended for survey control.
 KA0613
 KA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0613.See file dsdata.pdf to determine how the superseded data were derived.
 KA0613
 KA0613_MARKER: DB = BENCH MARK DISK
 KA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0613_STAMPING: B 63 1946
 KA0613_MARK LOGO: CGS
 KA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0613+STABILITY: SURFACE MOTION
 KA0613
 KA0613  HISTORY     - Date     Condition        Report By
 KA0613  HISTORY     - 1946     MONUMENTED       CGS
 KA0613
 KA0613                          STATION DESCRIPTION
 KA0613
 KA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0613'1 MI SE FROM CLOVERDALE.
 KA0613'1.0 MILE SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0613'RAILROAD FROM THE STATION AT CLOVERDALE, 16 RAILS SOUTHEAST OF
 KA0613'BLOCK SIGNAL 190.0, AT A FARM ROAD CROSSING, 24.5 FEET SOUTHWEST
 KA0613'OF THE SOUTHWEST RAIL OF THE TRACK, 11.5 FEET NORTHWEST OF THE
 KA0613'CENTER LINE OF THE FARM ROAD, 6 FEET NORTHEAST OF THE
 KA0613'RIGHT-OF-WAY FENCE, 1.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 KA0613'POST AND ABOUT 2 1/2 FEET LOWER THAN TRACK LEVEL.  A STANDARD
 KA0613'DISK, STAMPED B 63 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0613'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0026 ***********************************************************************
 LB0026  DESIGNATION -  B 64
 LB0026  PID         -  LB0026
 LB0026  STATE/COUNTY-  IN/CASS
 LB0026  COUNTRY     -  US
 LB0026  USGS QUAD   -  CLYMERS (2019)
 LB0026
 LB0026                         *CURRENT SURVEY CONTROL
 LB0026  ______________________________________________________________________
 LB0026* NAD 83(1986) POSITION- 40 41 51.     (N) 086 28 13.     (W)   SCALED
 LB0026* NAVD 88 ORTHO HEIGHT -   218.340 (meters)      716.34  (feet) ADJUSTED
 LB0026  ______________________________________________________________________
 LB0026  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 LB0026  DYNAMIC HEIGHT  -        218.236 (meters)      716.00  (feet) COMP
 LB0026  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 LB0026
 LB0026  VERT ORDER      -  SECOND    CLASS 0
 LB0026
 LB0026.The horizontal coordinates were scaled from a map and have
 LB0026.an estimated accuracy of +/- 6 seconds.
 LB0026
 LB0026.The orthometric height was determined by differential leveling and
 LB0026.adjusted by the NATIONAL GEODETIC SURVEY
 LB0026.in June 1991.
 LB0026
 LB0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0026.GEOID18 height accuracy estimate available here.
 LB0026
 LB0026.Click photographs - Photos may exist for this station.
 LB0026
 LB0026.The dynamic height is computed by dividing the NAVD 88
 LB0026.geopotential number by the normal gravity value computed on the
 LB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0026.degrees latitude (g = 980.6199 gals.).
 LB0026
 LB0026.The modeled gravity was interpolated from observed gravity values.
 LB0026
 LB0026;                    North         East    Units  Estimated Accuracy
 LB0026;SPC IN E     -   605,280.       32,080.      MT  (+/- 180 meters Scaled)
 LB0026
 LB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447053(NAD 83)
 LB0026
 LB0026                          SUPERSEDED SURVEY CONTROL
 LB0026
 LB0026  NGVD 29 (??/??/92)  218.456  (m)          716.72   (f) ADJ UNCH    2 0
 LB0026
 LB0026.Superseded values are not recommended for survey control.
 LB0026
 LB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0026.See file dsdata.pdf to determine how the superseded data were derived.
 LB0026
 LB0026_MARKER: DB = BENCH MARK DISK
 LB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0026_STAMPING: B 64 1946
 LB0026_MARK LOGO: CGS
 LB0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0026+STABILITY: SURFACE MOTION
 LB0026
 LB0026  HISTORY     - Date     Condition        Report By
 LB0026  HISTORY     - 1946     MONUMENTED       CGS
 LB0026  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0026  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB0026
 LB0026                          STATION DESCRIPTION
 LB0026
 LB0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0026'0.9 MI SW FROM CLYMERS.
 LB0026'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE
 LB0026'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD AT CLYMERS, AT LOGANS
 LB0026'AIR PARK, AT THE NORTHWEST CORNER OF THE FIELD, 102 FEET
 LB0026'NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE, 1 1/2
 LB0026'FEET NORTH OF A FENCE LINE, 66 FEET SOUTH OF THE CENTER LINE
 LB0026'OF THE EAST-WEST GRAVEL ROAD ALONG THE NORTH SIDE OF THE FIELD.
 LB0026'A STANDARD DISK, STAMPED B 64 1946 AND SET IN THE TOP OF A
 LB0026'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0026
 LB0026                          STATION RECOVERY (1961)
 LB0026
 LB0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0026'MARK NOT FOUND.
 LB0026
 LB0026                          STATION RECOVERY (2017)
 LB0026
 LB0026'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0026'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0135 ***********************************************************************
 KA0135  DESIGNATION -  B 65
 KA0135  PID         -  KA0135
 KA0135  STATE/COUNTY-  IN/MARION
 KA0135  COUNTRY     -  US
 KA0135  USGS QUAD   -  MAYWOOD (2019)
 KA0135
 KA0135                         *CURRENT SURVEY CONTROL
 KA0135  ______________________________________________________________________
 KA0135* NAD 83(1986) POSITION- 39 44 17.     (N) 086 13 39.     (W)   SCALED
 KA0135* NAVD 88 ORTHO HEIGHT -   216.421 (meters)      710.04  (feet) ADJUSTED
 KA0135  ______________________________________________________________________
 KA0135  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 KA0135  DYNAMIC HEIGHT  -        216.304 (meters)      709.66  (feet) COMP
 KA0135  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 KA0135
 KA0135  VERT ORDER      -  SECOND    CLASS 0
 KA0135
 KA0135.The horizontal coordinates were scaled from a map and have
 KA0135.an estimated accuracy of +/- 6 seconds.
 KA0135
 KA0135.The orthometric height was determined by differential leveling and
 KA0135.adjusted by the NATIONAL GEODETIC SURVEY
 KA0135.in June 1991.
 KA0135
 KA0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0135.GEOID18 height accuracy estimate available here.
 KA0135
 KA0135.Click photographs - Photos may exist for this station.
 KA0135
 KA0135.The dynamic height is computed by dividing the NAVD 88
 KA0135.geopotential number by the normal gravity value computed on the
 KA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0135.degrees latitude (g = 980.6199 gals.).
 KA0135
 KA0135.The modeled gravity was interpolated from observed gravity values.
 KA0135
 KA0135;                    North         East    Units  Estimated Accuracy
 KA0135;SPC IN E     -   498,590.       51,930.      MT  (+/- 180 meters Scaled)
 KA0135
 KA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ661989(NAD 83)
 KA0135
 KA0135                          SUPERSEDED SURVEY CONTROL
 KA0135
 KA0135  NGVD 29 (??/??/92)  216.557  (m)          710.49   (f) ADJ UNCH    2 0
 KA0135
 KA0135.Superseded values are not recommended for survey control.
 KA0135
 KA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0135.See file dsdata.pdf to determine how the superseded data were derived.
 KA0135
 KA0135_MARKER: DB = BENCH MARK DISK
 KA0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0135_SP_SET: BUILDING
 KA0135_STAMPING: B 65 1946
 KA0135_MARK LOGO: CGS
 KA0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0135
 KA0135  HISTORY     - Date     Condition        Report By
 KA0135  HISTORY     - 1946     MONUMENTED       CGS
 KA0135
 KA0135                          STATION DESCRIPTION
 KA0135
 KA0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0135'1.3 MI N FROM MARS HILL.
 KA0135'ABOUT 1.3 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 67
 KA0135'AND HOLT ROAD AT MARS HILL, AT THE STOUT NATIONAL GUARD AIR FIELD,
 KA0135'SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF THE
 KA0135'ADMINISTRATION AND CONTROL TOWER BUILDING, 1.5 FOOT FROM THE
 KA0135'CORNER AND 4.7 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED B
 KA0135'65 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0949 ***********************************************************************
 KA0949  DESIGNATION -  B 67
 KA0949  PID         -  KA0949
 KA0949  STATE/COUNTY-  IN/CLAY
 KA0949  COUNTRY     -  US
 KA0949  USGS QUAD   -  BRAZIL WEST (2019)
 KA0949
 KA0949                         *CURRENT SURVEY CONTROL
 KA0949  ______________________________________________________________________
 KA0949* NAD 83(1986) POSITION- 39 31 00.     (N) 087 08 34.     (W)   SCALED
 KA0949* NAVD 88 ORTHO HEIGHT -   189.288 (meters)      621.02  (feet) ADJUSTED
 KA0949  ______________________________________________________________________
 KA0949  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 KA0949  DYNAMIC HEIGHT  -        189.178 (meters)      620.66  (feet) COMP
 KA0949  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 KA0949
 KA0949  VERT ORDER      -  FIRST     CLASS II
 KA0949
 KA0949.The horizontal coordinates were scaled from a map and have
 KA0949.an estimated accuracy of +/- 6 seconds.
 KA0949
 KA0949.The orthometric height was determined by differential leveling and
 KA0949.adjusted by the NATIONAL GEODETIC SURVEY
 KA0949.in June 1991.
 KA0949
 KA0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0949.GEOID18 height accuracy estimate available here.
 KA0949
 KA0949.Click photographs - Photos may exist for this station.
 KA0949
 KA0949.The dynamic height is computed by dividing the NAVD 88
 KA0949.geopotential number by the normal gravity value computed on the
 KA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0949.degrees latitude (g = 980.6199 gals.).
 KA0949
 KA0949.The modeled gravity was interpolated from observed gravity values.
 KA0949
 KA0949;                    North         East    Units  Estimated Accuracy
 KA0949;SPC IN W     -   473,860.      894,890.      MT  (+/- 180 meters Scaled)
 KA0949
 KA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ877741(NAD 83)
 KA0949
 KA0949                          SUPERSEDED SURVEY CONTROL
 KA0949
 KA0949  NGVD 29 (??/??/92)  189.384  (m)          621.34   (f) ADJ UNCH    1 2
 KA0949
 KA0949.Superseded values are not recommended for survey control.
 KA0949
 KA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0949.See file dsdata.pdf to determine how the superseded data were derived.
 KA0949
 KA0949_MARKER: DB = BENCH MARK DISK
 KA0949_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0949_SP_SET: HEADWALL
 KA0949_STAMPING: B 67 1946
 KA0949_MARK LOGO: CGS
 KA0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0949+STABILITY: SURFACE MOTION
 KA0949
 KA0949  HISTORY     - Date     Condition        Report By
 KA0949  HISTORY     - 1946     MONUMENTED       CGS
 KA0949  HISTORY     - 1985     GOOD             NGS
 KA0949
 KA0949                          STATION DESCRIPTION
 KA0949
 KA0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0949'1.1 MI W FROM BRAZIL.
 KA0949'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0949'AT BRAZIL, 0.15 MILES WEST OF A RAILROAD CROSSING, 0.15 MILE
 KA0949'EAST OF A SERVICE STATION AND CAFE ON THE SOUTH SIDE OF THE
 KA0949'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 KA0949'OF A 4 FOOT CONCRETE CULVERT, 48 FEET SOUTH OF AND ABOUT 6 FEET
 KA0949'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA0949'STAMPED B 67 1946.
 KA0949
 KA0949                          STATION RECOVERY (1985)
 KA0949
 KA0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0949'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.1 MI)
 KA0949'SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0949'HIGHWAY 59 IN BRAZIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1156 ***********************************************************************
 KA1156  DESIGNATION -  B 68
 KA1156  PID         -  KA1156
 KA1156  STATE/COUNTY-  IN/CLAY
 KA1156  COUNTRY     -  US
 KA1156  USGS QUAD   -  STAUNTON (2019)
 KA1156
 KA1156                         *CURRENT SURVEY CONTROL
 KA1156  ______________________________________________________________________
 KA1156* NAD 83(1986) POSITION- 39 29 14.5    (N) 087 11 08.0    (W)   HD_HELD2
 KA1156* NAVD 88 ORTHO HEIGHT -   196.879 (meters)      645.93  (feet) ADJUSTED
 KA1156  ______________________________________________________________________
 KA1156  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 KA1156  DYNAMIC HEIGHT  -        196.766 (meters)      645.56  (feet) COMP
 KA1156  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 KA1156
 KA1156  VERT ORDER      -  SECOND    CLASS 0
 KA1156
 KA1156.The horizontal coordinates were established by autonomous hand held GPS
 KA1156.observations and have an estimated accuracy of +/- 10 meters.
 KA1156
 KA1156.The orthometric height was determined by differential leveling and
 KA1156.adjusted by the NATIONAL GEODETIC SURVEY
 KA1156.in June 1991.
 KA1156
 KA1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1156.GEOID18 height accuracy estimate available here.
 KA1156
 KA1156.Click photographs - Photos may exist for this station.
 KA1156
 KA1156.The dynamic height is computed by dividing the NAVD 88
 KA1156.geopotential number by the normal gravity value computed on the
 KA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1156.degrees latitude (g = 980.6199 gals.).
 KA1156
 KA1156.The modeled gravity was interpolated from observed gravity values.
 KA1156
 KA1156;                    North         East    Units  Estimated Accuracy
 KA1156;SPC IN W     -   470,606.      891,206.      MT  (+/- 10 meters HH2 GPS)
 KA1156
 KA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8404370878(NAD 83)
 KA1156
 KA1156                          SUPERSEDED SURVEY CONTROL
 KA1156
 KA1156  NGVD 29 (??/??/92)  196.977  (m)          646.25   (f) ADJ UNCH    2 0
 KA1156
 KA1156.Superseded values are not recommended for survey control.
 KA1156
 KA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1156.See file dsdata.pdf to determine how the superseded data were derived.
 KA1156
 KA1156_MARKER: DB = BENCH MARK DISK
 KA1156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1156_SP_SET: CULVERT HEADWALL
 KA1156_STAMPING: B 68 1946
 KA1156_MARK LOGO: CGS
 KA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1156+STABILITY: SURFACE MOTION
 KA1156
 KA1156  HISTORY     - Date     Condition        Report By
 KA1156  HISTORY     - 1946     MONUMENTED       CGS
 KA1156
 KA1156                          STATION DESCRIPTION
 KA1156
 KA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1156'AT STAUNTON.
 KA1156'AT STAUNTON, ABOUT 0.2 MILE EAST OF THE POST OFFICE, AT THE
 KA1156'CROSSING OF A RAILROAD SPUR LINE, SET IN THE TOP AND EAST END
 KA1156'OF THE SOUTH HEAD WALL OF A 12 FOOT CONCRETE CULVERT, 25 FEET
 KA1156'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 22 FEET
 KA1156'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE PAVED ROAD.
 KA1156'A STANDARD DISK, STAMPED B 68 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1148 ***********************************************************************
 KA1148  DESIGNATION -  B 69
 KA1148  PID         -  KA1148
 KA1148  STATE/COUNTY-  IN/CLAY
 KA1148  COUNTRY     -  US
 KA1148  USGS QUAD   -  CENTER POINT (2019)
 KA1148
 KA1148                         *CURRENT SURVEY CONTROL
 KA1148  ______________________________________________________________________
 KA1148* NAD 83(1986) POSITION- 39 25 49.     (N) 087 04 20.     (W)   SCALED
 KA1148* NAVD 88 ORTHO HEIGHT -   207.778 (meters)      681.69  (feet) ADJUSTED
 KA1148  ______________________________________________________________________
 KA1148  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 KA1148  DYNAMIC HEIGHT  -        207.659 (meters)      681.29  (feet) COMP
 KA1148  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA1148
 KA1148  VERT ORDER      -  SECOND    CLASS 0
 KA1148
 KA1148.The horizontal coordinates were scaled from a map and have
 KA1148.an estimated accuracy of +/- 6 seconds.
 KA1148
 KA1148.The orthometric height was determined by differential leveling and
 KA1148.adjusted by the NATIONAL GEODETIC SURVEY
 KA1148.in June 1991.
 KA1148
 KA1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1148.GEOID18 height accuracy estimate available here.
 KA1148
 KA1148.Click photographs - Photos may exist for this station.
 KA1148
 KA1148.The dynamic height is computed by dividing the NAVD 88
 KA1148.geopotential number by the normal gravity value computed on the
 KA1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1148.degrees latitude (g = 980.6199 gals.).
 KA1148
 KA1148.The modeled gravity was interpolated from observed gravity values.
 KA1148
 KA1148;                    North         East    Units  Estimated Accuracy
 KA1148;SPC IN W     -   464,260.      900,960.      MT  (+/- 180 meters Scaled)
 KA1148
 KA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ937645(NAD 83)
 KA1148
 KA1148                          SUPERSEDED SURVEY CONTROL
 KA1148
 KA1148  NGVD 29 (??/??/92)  207.885  (m)          682.04   (f) ADJ UNCH    2 0
 KA1148
 KA1148.Superseded values are not recommended for survey control.
 KA1148
 KA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1148.See file dsdata.pdf to determine how the superseded data were derived.
 KA1148
 KA1148_MARKER: DB = BENCH MARK DISK
 KA1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1148_STAMPING: B 69 1946
 KA1148_MARK LOGO: CGS
 KA1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1148+STABILITY: SURFACE MOTION
 KA1148
 KA1148  HISTORY     - Date     Condition        Report By
 KA1148  HISTORY     - 1946     MONUMENTED       CGS
 KA1148
 KA1148                          STATION DESCRIPTION
 KA1148
 KA1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1148'1.1 MI N FROM CENTER POINT.
 KA1148'ABOUT 1.1 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 KA1148'AT CENTER POINT, 1.0 MILE SOUTH OF STATE HIGHWAY 42, AT AN S
 KA1148'CURVE AND CROSS ROAD, SET IN THE TRIANGLE FORMED BY THE ROAD
 KA1148'INTERSECTION, 42 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 KA1148'ROAD, 39 FEET NORTHWEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE
 KA1148'OF THE PAVED ROAD LEADING TO CENTER POINT, 37 FEET EAST OF THE
 KA1148'WEST FORK OF THE ROAD TO CENTER POINT, 2 FEET NORTHEAST OF A
 KA1148'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 69 1946
 KA1148'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1148'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0523 ***********************************************************************
 ME0523  DESIGNATION -  B 7
 ME0523  PID         -  ME0523
 ME0523  STATE/COUNTY-  IN/STARKE
 ME0523  COUNTRY     -  US
 ME0523  USGS QUAD   -  HAMLET (2019)
 ME0523
 ME0523                         *CURRENT SURVEY CONTROL
 ME0523  ______________________________________________________________________
 ME0523* NAD 83(1986) POSITION- 41 23 16.     (N) 086 37 14.     (W)   SCALED
 ME0523* NAVD 88 ORTHO HEIGHT -   207.996 (meters)      682.40  (feet) ADJUSTED
 ME0523  ______________________________________________________________________
 ME0523  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0523  DYNAMIC HEIGHT  -        207.911 (meters)      682.12  (feet) COMP
 ME0523  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 ME0523
 ME0523  VERT ORDER      -  FIRST     CLASS I
 ME0523
 ME0523.The horizontal coordinates were scaled from a map and have
 ME0523.an estimated accuracy of +/- 6 seconds.
 ME0523
 ME0523.The orthometric height was determined by differential leveling and
 ME0523.adjusted by the NATIONAL GEODETIC SURVEY
 ME0523.in June 1991.
 ME0523
 ME0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0523.GEOID18 height accuracy estimate available here.
 ME0523
 ME0523.Click photographs - Photos may exist for this station.
 ME0523
 ME0523.The dynamic height is computed by dividing the NAVD 88
 ME0523.geopotential number by the normal gravity value computed on the
 ME0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0523.degrees latitude (g = 980.6199 gals.).
 ME0523
 ME0523.The modeled gravity was interpolated from observed gravity values.
 ME0523
 ME0523;                    North         East    Units  Estimated Accuracy
 ME0523;SPC IN W     -   681,730.      938,710.      MT  (+/- 180 meters Scaled)
 ME0523
 ME0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317818(NAD 83)
 ME0523
 ME0523                          SUPERSEDED SURVEY CONTROL
 ME0523
 ME0523  NGVD 29 (??/??/92)  208.094  (m)          682.72   (f) ADJ UNCH    1 1
 ME0523
 ME0523.Superseded values are not recommended for survey control.
 ME0523
 ME0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0523.See file dsdata.pdf to determine how the superseded data were derived.
 ME0523
 ME0523_MARKER: Q = CHISELED SQUARE
 ME0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0523_SP_SET: ABUTMENT
 ME0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0523
 ME0523  HISTORY     - Date     Condition        Report By
 ME0523  HISTORY     - 1916     MONUMENTED       CGS
 ME0523  HISTORY     - 1968     GOOD             CGS
 ME0523  HISTORY     - 1988     GOOD             USPSQD
 ME0523  HISTORY     - 19990623 GOOD             USPSQD
 ME0523
 ME0523                          STATION DESCRIPTION
 ME0523
 ME0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0523'2 MI W FROM HAMLET.
 ME0523'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0523'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.1 MILE WEST OF
 ME0523'MILEPOST 400, ABOUT 4 1/2 RAILS EAST OF THE CENTER OF THE U.S.
 ME0523'HIGHWAY 35 OVERPASS OVER THE TRACKS, A 2-INCH OUTLINED SQUARE ON
 ME0523'THE TOP OF THE NORTHWEST CORNER OF THE NORTH END OF THE EAST
 ME0523'ABUTMENT OF BRIDGE NO. 400.09 OVER A DRAINAGE DITCH, 11.3 FEET
 ME0523'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK AND 4 FEET BELOW
 ME0523'THE LEVEL OF THE TRACK.  SEC 23, T 34 N, R 2 W.
 ME0523
 ME0523                          STATION RECOVERY (1988)
 ME0523
 ME0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0523'RECOVERED IN GOOD CONDITION.
 ME0523
 ME0523                          STATION RECOVERY (1999)
 ME0523
 ME0523'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1153 ***********************************************************************
 KA1153  CBN         -  This is a Cooperative Base Network Control Station.
 KA1153  DESIGNATION -  B 70
 KA1153  PID         -  KA1153
 KA1153  STATE/COUNTY-  IN/CLAY
 KA1153  COUNTRY     -  US
 KA1153  USGS QUAD   -  STAUNTON (2019)
 KA1153
 KA1153                         *CURRENT SURVEY CONTROL
 KA1153  ______________________________________________________________________
 KA1153* NAD 83(2011) POSITION- 39 29 59.19990(N) 087 09 37.58135(W)   ADJUSTED
 KA1153* NAD 83(2011) ELLIP HT-   172.421 (meters)        (06/27/12)   ADJUSTED
 KA1153* NAD 83(2011) EPOCH   -  2010.00
 KA1153* NAVD 88 ORTHO HEIGHT -   205.387 (meters)      673.84  (feet) ADJUSTED
 KA1153  ______________________________________________________________________
 KA1153  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 KA1153  NAD 83(2011) X  -    244,147.726 (meters)                     COMP
 KA1153  NAD 83(2011) Y  - -4,922,303.453 (meters)                     COMP
 KA1153  NAD 83(2011) Z  -  4,035,394.152 (meters)                     COMP
 KA1153  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 KA1153  DYNAMIC HEIGHT  -        205.270 (meters)      673.46  (feet) COMP
 KA1153  MODELED GRAVITY -    980,050.4   (mgal)                       NAVD 88
 KA1153
 KA1153  VERT ORDER      -  SECOND    CLASS 0
 KA1153
 KA1153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1153  Standards:
 KA1153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1153  -------------------------------------------------------------------
 KA1153  NETWORK    0.85   1.84           0.40   0.26   0.94     -0.14810574
 KA1153  -------------------------------------------------------------------
 KA1153  Click here for local accuracies and other accuracy information.
 KA1153
 KA1153.The horizontal coordinates were established by GPS observations
 KA1153.and adjusted by the National Geodetic Survey in June 2012.
 KA1153
 KA1153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1153.been affixed to the stable North American tectonic plate. See 
 KA1153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1153
 KA1153.The horizontal coordinates are valid at the epoch date displayed above
 KA1153.which is a decimal equivalence of Year/Month/Day.
 KA1153
 KA1153.The orthometric height was determined by differential leveling and
 KA1153.adjusted by the NATIONAL GEODETIC SURVEY
 KA1153.in June 1991.
 KA1153
 KA1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1153.GEOID18 height accuracy estimate available here.
 KA1153
 KA1153.Click photographs - Photos may exist for this station.
 KA1153
 KA1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1153
 KA1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1153
 KA1153.The ellipsoidal height was determined by GPS observations
 KA1153.and is referenced to NAD 83.
 KA1153
 KA1153.The dynamic height is computed by dividing the NAVD 88
 KA1153.geopotential number by the normal gravity value computed on the
 KA1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1153.degrees latitude (g = 980.6199 gals.).
 KA1153
 KA1153.The modeled gravity was interpolated from observed gravity values.
 KA1153
 KA1153. The following values were computed from the NAD 83(2011) position.
 KA1153
 KA1153;                    North         East     Units Scale Factor Converg.
 KA1153;SPC IN W     -   471,982.735   893,368.055   MT  0.99996721   -0 02 56.6
 KA1153;SPC IN W     - 1,548,496.69  2,930,991.69   sFT  0.99996721   -0 02 56.6
 KA1153;UTM  16      - 4,372,252.127   486,205.543   MT  0.99960234   -0 06 07.4
 KA1153
 KA1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1153!SPC IN W     -   0.99997295  x   0.99996721  =   0.99994016
 KA1153!UTM  16      -   0.99997295  x   0.99960234  =   0.99957530
 KA1153
 KA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8620572252(NAD 83)
 KA1153
 KA1153                          SUPERSEDED SURVEY CONTROL
 KA1153
 KA1153  NAD 83(2007)-  39 29 59.19999(N)    087 09 37.58224(W) AD(2002.00) 0
 KA1153  ELLIP H (02/10/07)  172.441  (m)                       GP(2002.00)    
 KA1153  NAD 83(1997)-  39 29 59.20001(N)    087 09 37.58237(W) AD(       ) B
 KA1153  ELLIP H (04/10/98)  172.446  (m)                       GP(       ) 4 1
 KA1153  NAVD 88             205.39   (m)          673.9    (f) LEVELING    3  
 KA1153  NGVD 29 (??/??/92)  205.485  (m)          674.16   (f) ADJ UNCH    2 0
 KA1153
 KA1153.Superseded values are not recommended for survey control.
 KA1153
 KA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1153.See file dsdata.pdf to determine how the superseded data were derived.
 KA1153
 KA1153_MARKER: DB = BENCH MARK DISK
 KA1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1153_STAMPING: B 70 1946
 KA1153_MARK LOGO: CGS
 KA1153_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1153+STABILITY: SURFACE MOTION
 KA1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1153+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 KA1153
 KA1153  HISTORY     - Date     Condition        Report By
 KA1153  HISTORY     - 1946     MONUMENTED       CGS
 KA1153  HISTORY     - 19970815 GOOD             SEC
 KA1153
 KA1153                          STATION DESCRIPTION
 KA1153
 KA1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1153'AT TURNER.
 KA1153'AT TURNER, AT A PENNSYLVANIA RAILROAD SPUR LINE CROSSING, 44
 KA1153'FEET NORTH OF AND ACROSS THE TRACK FROM A CABLE LINE TELEPHONE
 KA1153'POLE NO. 2128, 36 FEET SOUTHEAST OF THE EAST CORNER OF THE
 KA1153'HOFFMAN GROCERY STORE, 24 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 KA1153'THE CENTER LINE OF THE ROAD, 16.5 FEET NORTHWEST OF THE CENTER
 KA1153'LINE OF THE TRACK, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA1153'POST.  A STANDARD DISK, STAMPED B 70 1946 AND SET IN THE TOP
 KA1153'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1153
 KA1153                          STATION RECOVERY (1997)
 KA1153
 KA1153'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1153'THE STATION IS 2 MILES (3.2 KM) SOUTHWEST OF BRAZIL, 1 MILE (1.6 KM)
 KA1153'NORTH OF I-70, IN NORTH EDGE OF TURNER.  FROM THE JUNCTION OF STATE
 KA1153'HIGHWAY 59 AND U.S. HIGHWAY 40, GO WEST ON HIGHWAY 40 FOR 2.20 MILES
 KA1153'(3.54 KM) TO A ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.80 MILES (1.29
 KA1153'KM) TO AN ABANDONED RAILROAD CROSSING AND THE STATION ON THE RIGHT,
 KA1153'NEAR THE EAST PROPERTY CORNER OF MR. DOYLE, BOX 7779, ROAD 300 WEST.
 KA1153'THE STATION IS A SQUARE CONCRETE POST PROJECTING 5 CM ABOVE GROUND.
 KA1153'LOCATED AZIMUTH 270 DEGREES 8.40 METERS (27.56 FT) OF CENTERLINE OF
 KA1153'ROAD, AZIMUTH 247 DEGREES 8.100 METERS (26.575 FT) EAST CORNER OF A
 KA1153'GARAGE, AZIMUTH 340 DEGREES 12.252 METERS (40.197 FT) TO POWER POLE 2,
 KA1153'AZIMUTH 47 DEGREES 2.931 METERS (9.616 FT) OF A RAILROAD CROSSING
 KA1153'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0826 ***********************************************************************
 KA0826  DESIGNATION -  B 71
 KA0826  PID         -  KA0826
 KA0826  STATE/COUNTY-  IN/PARKE
 KA0826  COUNTRY     -  US
 KA0826  USGS QUAD   -  MANSFIELD (2019)
 KA0826
 KA0826                         *CURRENT SURVEY CONTROL
 KA0826  ______________________________________________________________________
 KA0826* NAD 83(1986) POSITION- 39 37 30.     (N) 087 06 24.     (W)   SCALED
 KA0826* NAVD 88 ORTHO HEIGHT -   211.814 (meters)      694.93  (feet) ADJUSTED
 KA0826  ______________________________________________________________________
 KA0826  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 KA0826  DYNAMIC HEIGHT  -        211.693 (meters)      694.53  (feet) COMP
 KA0826  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 KA0826
 KA0826  VERT ORDER      -  SECOND    CLASS 0
 KA0826
 KA0826.The horizontal coordinates were scaled from a map and have
 KA0826.an estimated accuracy of +/- 6 seconds.
 KA0826
 KA0826.The orthometric height was determined by differential leveling and
 KA0826.adjusted by the NATIONAL GEODETIC SURVEY
 KA0826.in June 1991.
 KA0826
 KA0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0826.GEOID18 height accuracy estimate available here.
 KA0826
 KA0826.Click photographs - Photos may exist for this station.
 KA0826
 KA0826.The dynamic height is computed by dividing the NAVD 88
 KA0826.geopotential number by the normal gravity value computed on the
 KA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0826.degrees latitude (g = 980.6199 gals.).
 KA0826
 KA0826.The modeled gravity was interpolated from observed gravity values.
 KA0826
 KA0826;                    North         East    Units  Estimated Accuracy
 KA0826;SPC IN W     -   485,880.      898,000.      MT  (+/- 180 meters Scaled)
 KA0826
 KA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908861(NAD 83)
 KA0826
 KA0826                          SUPERSEDED SURVEY CONTROL
 KA0826
 KA0826  NGVD 29 (??/??/92)  211.92   (m)          695.3    (f) COMPUTED    2 0
 KA0826
 KA0826.Superseded values are not recommended for survey control.
 KA0826
 KA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0826.See file dsdata.pdf to determine how the superseded data were derived.
 KA0826
 KA0826_MARKER: DB = BENCH MARK DISK
 KA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0826_STAMPING: B 71 1946
 KA0826_MARK LOGO: CGS
 KA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0826+STABILITY: SURFACE MOTION
 KA0826
 KA0826  HISTORY     - Date     Condition        Report By
 KA0826  HISTORY     - 1946     MONUMENTED       CGS
 KA0826
 KA0826                          STATION DESCRIPTION
 KA0826
 KA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0826'2 MI N FROM CARBON.
 KA0826'ABOUT 1.95 MILE NORTH ALONG STATE HIGHWAY 59 FROM THE NEW YORK
 KA0826'CENTRAL RAILROAD STATION AT CARBON, 76 FEET NORTHEAST OF THE
 KA0826'NORTHEAST CORNER OF A WHITE FARM HOUSE, 27 FEET EAST OF POWER
 KA0826'LINE POLE NUMBER 283-417, 22 FEET WEST OF THE CENTER LINE OF THE
 KA0826'HIGHWAY, 9 FEET NORTHEAST OF AN 18-INCH WALNUT TREE, 1 1/2 FOOT
 KA0826'EAST OF A WIRE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0826'POST AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0827 ***********************************************************************
 KA0827  DESIGNATION -  B 71 RESET
 KA0827  PID         -  KA0827
 KA0827  STATE/COUNTY-  IN/PARKE
 KA0827  COUNTRY     -  US
 KA0827  USGS QUAD   -  MANSFIELD (2019)
 KA0827
 KA0827                         *CURRENT SURVEY CONTROL
 KA0827  ______________________________________________________________________
 KA0827* NAD 83(1986) POSITION- 39 37 30.     (N) 087 06 25.     (W)   SCALED
 KA0827* NAVD 88 ORTHO HEIGHT -   211.92  (meters)      695.3   (feet) RESET
 KA0827  ______________________________________________________________________
 KA0827  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 KA0827  VERT ORDER      -  THIRD
 KA0827
 KA0827.The horizontal coordinates were scaled from a map and have
 KA0827.an estimated accuracy of +/- 6 seconds.
 KA0827
 KA0827.The orthometric height was computed from unverified reset data.
 KA0827
 KA0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0827.GEOID18 height accuracy estimate available here.
 KA0827
 KA0827.Click photographs - Photos may exist for this station.
 KA0827
 KA0827;                    North         East    Units  Estimated Accuracy
 KA0827;SPC IN W     -   485,880.      897,970.      MT  (+/- 180 meters Scaled)
 KA0827
 KA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908861(NAD 83)
 KA0827
 KA0827                          SUPERSEDED SURVEY CONTROL
 KA0827
 KA0827  NGVD 29 (??/??/??)  212.03   (m)          695.6    (f) RESET       3  
 KA0827
 KA0827.Superseded values are not recommended for survey control.
 KA0827
 KA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0827.See file dsdata.pdf to determine how the superseded data were derived.
 KA0827
 KA0827_MARKER: DD = SURVEY DISK
 KA0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0827_STAMPING: B 71 RESET 1956
 KA0827_MARK LOGO: CGS
 KA0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0827+STABILITY: SURFACE MOTION
 KA0827
 KA0827  HISTORY     - Date     Condition        Report By
 KA0827  HISTORY     - 1956     MONUMENTED       INHD
 KA0827
 KA0827                          STATION DESCRIPTION
 KA0827
 KA0827'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 KA0827'2 MI N FROM CARBON.
 KA0827'2.0 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE NEW YORK CENTRAL
 KA0827'RAILROAD STATION AT CARBON, PARKE COUNTY, 142 FEET NORTHEAST OF
 KA0827'THE NORTHEAST CORNER OF A WHITE FARMHOUSE, 60 FEET SOUTH OF POWER
 KA0827'POLE 309-4, AND 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 KA0827'A STANDARD DISK, STAMPED B 71 RESET 1956 AND SET IN THE TOP OF A
 KA0827'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0557 ***********************************************************************
 KA0557  DESIGNATION -  B 72
 KA0557  PID         -  KA0557
 KA0557  STATE/COUNTY-  IN/PUTNAM
 KA0557  COUNTRY     -  US
 KA0557  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0557
 KA0557                         *CURRENT SURVEY CONTROL
 KA0557  ______________________________________________________________________
 KA0557* NAD 83(1986) POSITION- 39 45 45.53   (N) 086 58 49.02   (W)   HD_HELD1
 KA0557* NAVD 88 ORTHO HEIGHT -   243.409 (meters)      798.58  (feet) ADJUSTED
 KA0557  ______________________________________________________________________
 KA0557  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 KA0557  DYNAMIC HEIGHT  -        243.270 (meters)      798.13  (feet) COMP
 KA0557  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 KA0557
 KA0557  VERT ORDER      -  SECOND    CLASS 0
 KA0557
 KA0557.The horizontal coordinates were determined by differentially corrected
 KA0557.hand held GPS observations or other comparable positioning techniques
 KA0557.and have an estimated accuracy of +/- 3 meters.
 KA0557
 KA0557.The orthometric height was determined by differential leveling and
 KA0557.adjusted by the NATIONAL GEODETIC SURVEY
 KA0557.in June 1991.
 KA0557
 KA0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0557.GEOID18 height accuracy estimate available here.
 KA0557
 KA0557.Click photographs - Photos may exist for this station.
 KA0557
 KA0557.The dynamic height is computed by dividing the NAVD 88
 KA0557.geopotential number by the normal gravity value computed on the
 KA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0557.degrees latitude (g = 980.6199 gals.).
 KA0557
 KA0557.The modeled gravity was interpolated from observed gravity values.
 KA0557
 KA0557;                    North         East    Units  Estimated Accuracy
 KA0557;SPC IN W     -   501,169.8     908,829.9     MT  (+/- 3 meters HH1 GPS) 
 KA0557
 KA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0168801414(NAD 83)
 KA0557
 KA0557                          SUPERSEDED SURVEY CONTROL
 KA0557
 KA0557  NGVD 29 (??/??/92)  243.509  (m)          798.91   (f) ADJ UNCH    2 0
 KA0557
 KA0557.Superseded values are not recommended for survey control.
 KA0557
 KA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0557.See file dsdata.pdf to determine how the superseded data were derived.
 KA0557
 KA0557_MARKER: DB = BENCH MARK DISK
 KA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0557_STAMPING: B 72 1946
 KA0557_MARK LOGO: CGS
 KA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0557+STABILITY: SURFACE MOTION
 KA0557
 KA0557  HISTORY     - Date     Condition        Report By
 KA0557  HISTORY     - 1946     MONUMENTED       CGS
 KA0557
 KA0557                          STATION DESCRIPTION
 KA0557
 KA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0557'2.4 MI W FROM MORTON.
 KA0557'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0557'AT MORTON, 200 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KA0557'TWO-STORY BRICK FARM HOUSE, 180 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 KA0557'CORNER OF A LARGE BARN, 40 FEET NORTHWEST OF THE CENTER LINE OF
 KA0557'THE HIGHWAY, 26 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY
 KA0557'LEADING THRU A GATE TO THE HOUSE, ABOUT 2 FEET OF A WHITE WOODEN
 KA0557'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0557'STAMPED B 72 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0557'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0792 ***********************************************************************
 KA0792  DESIGNATION -  B 73
 KA0792  PID         -  KA0792
 KA0792  STATE/COUNTY-  IN/HENDRICKS
 KA0792  COUNTRY     -  US
 KA0792  USGS QUAD   -  NORTH SALEM (2019)
 KA0792
 KA0792                         *CURRENT SURVEY CONTROL
 KA0792  ______________________________________________________________________
 KA0792* NAD 83(1986) POSITION- 39 47 00.86   (N) 086 39 06.00   (W)   HD_HELD1
 KA0792* NAVD 88 ORTHO HEIGHT -   285.050 (meters)      935.20  (feet) ADJUSTED
 KA0792  ______________________________________________________________________
 KA0792  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KA0792  DYNAMIC HEIGHT  -        284.893 (meters)      934.69  (feet) COMP
 KA0792  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 KA0792
 KA0792  VERT ORDER      -  SECOND    CLASS 0
 KA0792
 KA0792.The horizontal coordinates were determined by differentially corrected
 KA0792.hand held GPS observations or other comparable positioning techniques
 KA0792.and have an estimated accuracy of +/- 3 meters.
 KA0792
 KA0792.The orthometric height was determined by differential leveling and
 KA0792.adjusted by the NATIONAL GEODETIC SURVEY
 KA0792.in June 1991.
 KA0792
 KA0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0792.GEOID18 height accuracy estimate available here.
 KA0792
 KA0792.Click photographs - Photos may exist for this station.
 KA0792
 KA0792.The dynamic height is computed by dividing the NAVD 88
 KA0792.geopotential number by the normal gravity value computed on the
 KA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0792.degrees latitude (g = 980.6199 gals.).
 KA0792
 KA0792.The modeled gravity was interpolated from observed gravity values.
 KA0792
 KA0792;                    North         East    Units  Estimated Accuracy
 KA0792;SPC IN W     -   503,577.0     936,976.6     MT  (+/- 3 meters HH1 GPS) 
 KA0792
 KA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2982703794(NAD 83)
 KA0792
 KA0792                          SUPERSEDED SURVEY CONTROL
 KA0792
 KA0792  NGVD 29 (??/??/92)  285.165  (m)          935.58   (f) ADJ UNCH    2 0
 KA0792
 KA0792.Superseded values are not recommended for survey control.
 KA0792
 KA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0792.See file dsdata.pdf to determine how the superseded data were derived.
 KA0792
 KA0792_MARKER: DB = BENCH MARK DISK
 KA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0792_STAMPING: B 73 1946
 KA0792_MARK LOGO: CGS
 KA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0792+STABILITY: SURFACE MOTION
 KA0792
 KA0792  HISTORY     - Date     Condition        Report By
 KA0792  HISTORY     - 1946     MONUMENTED       CGS
 KA0792  HISTORY     - 20081118 GOOD             INDOT
 KA0792  HISTORY     - 20221216 MARK NOT FOUND   INDOT
 KA0792
 KA0792                          STATION DESCRIPTION
 KA0792
 KA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0792'1.7 MI N FROM NEW WINCHESTER.
 KA0792'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE HIGH SCHOOL
 KA0792'BUILDING AT NEW WINCHESTER, 105 FEET SOUTHWEST OF THE SOUTHWEST
 KA0792'CORNER OF AN IMMITATION BRICK FARM HOUSE, 43 FEET SOUTH OF AN
 KA0792'18-INCH PINE TREE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 12
 KA0792'FEET SOUTH OF THE CENTER LINE OF A FARM ENTRANCE ROAD, 3.5 FEET
 KA0792'EAST OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST
 KA0792'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 73
 KA0792'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0792'ABOVE GROUND.
 KA0792
 KA0792                          STATION RECOVERY (2008)
 KA0792
 KA0792'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0792'RECOVERED AS DESCRIBED (GOOD CONDITION)
 KA0792
 KA0792                          STATION RECOVERY (2022)
 KA0792
 KA0792'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (AEW)
 KA0792'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0774 ***********************************************************************
 KA0774  DESIGNATION -  B 74
 KA0774  PID         -  KA0774
 KA0774  STATE/COUNTY-  IN/PUTNAM
 KA0774  COUNTRY     -  US
 KA0774  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0774
 KA0774                         *CURRENT SURVEY CONTROL
 KA0774  ______________________________________________________________________
 KA0774* NAD 83(1986) POSITION- 39 49 02.     (N) 086 58 45.     (W)   SCALED
 KA0774* NAVD 88 ORTHO HEIGHT -   242.871 (meters)      796.82  (feet) ADJUSTED
 KA0774  ______________________________________________________________________
 KA0774  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 KA0774  DYNAMIC HEIGHT  -        242.734 (meters)      796.37  (feet) COMP
 KA0774  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 KA0774
 KA0774  VERT ORDER      -  SECOND    CLASS 0
 KA0774
 KA0774.The horizontal coordinates were scaled from a map and have
 KA0774.an estimated accuracy of +/- 6 seconds.
 KA0774
 KA0774.The orthometric height was determined by differential leveling and
 KA0774.adjusted by the NATIONAL GEODETIC SURVEY
 KA0774.in June 1991.
 KA0774
 KA0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0774.GEOID18 height accuracy estimate available here.
 KA0774
 KA0774.Click photographs - Photos may exist for this station.
 KA0774
 KA0774.The dynamic height is computed by dividing the NAVD 88
 KA0774.geopotential number by the normal gravity value computed on the
 KA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0774.degrees latitude (g = 980.6199 gals.).
 KA0774
 KA0774.The modeled gravity was interpolated from observed gravity values.
 KA0774
 KA0774;                    North         East    Units  Estimated Accuracy
 KA0774;SPC IN W     -   507,230.      908,920.      MT  (+/- 180 meters Scaled)
 KA0774
 KA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK017074(NAD 83)
 KA0774
 KA0774                          SUPERSEDED SURVEY CONTROL
 KA0774
 KA0774  NGVD 29 (??/??/92)  242.969  (m)          797.14   (f) ADJ UNCH    2 0
 KA0774
 KA0774.Superseded values are not recommended for survey control.
 KA0774
 KA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0774.See file dsdata.pdf to determine how the superseded data were derived.
 KA0774
 KA0774_MARKER: DB = BENCH MARK DISK
 KA0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0774_STAMPING: B 74 1946
 KA0774_MARK LOGO: CGS
 KA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0774+STABILITY: SURFACE MOTION
 KA0774
 KA0774  HISTORY     - Date     Condition        Report By
 KA0774  HISTORY     - 1946     MONUMENTED       CGS
 KA0774
 KA0774                          STATION DESCRIPTION
 KA0774
 KA0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0774'2.9 MI S FROM RUSSELLVILLE.
 KA0774'ABOUT 2.9 MILES SOUTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM
 KA0774'THE BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE, 0.1 MILE
 KA0774'NORTH OF A CONCRETE CULVERT UNDER THE ROAD, 180 FEET NORTHEAST OF
 KA0774'THE NORTHEAST CORNER OF A LARGE RED BARN, 80 FEET EAST OF A 12-INCH
 KA0774'WILD CHERRY TREE, 41 FEET SOUTH OF A TELEPHONE POLE, 27 FEET WEST
 KA0774'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A FENCE CORNER,
 KA0774'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER
 KA0774'THAN ROAD LEVEL.  A STANDARD DISK, STAMPED B 74 1946 AND SET IN
 KA0774'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0731 ***********************************************************************
 KA0731  DESIGNATION -  B 75
 KA0731  PID         -  KA0731
 KA0731  STATE/COUNTY-  IN/MONTGOMERY
 KA0731  COUNTRY     -  US
 KA0731  USGS QUAD   -  LADOGA (2019)
 KA0731
 KA0731                         *CURRENT SURVEY CONTROL
 KA0731  ______________________________________________________________________
 KA0731* NAD 83(1986) POSITION- 39 54 32.     (N) 086 47 57.     (W)   SCALED
 KA0731* NAVD 88 ORTHO HEIGHT -   244.301 (meters)      801.51  (feet) ADJUSTED
 KA0731  ______________________________________________________________________
 KA0731  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 KA0731  DYNAMIC HEIGHT  -        244.168 (meters)      801.07  (feet) COMP
 KA0731  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 KA0731
 KA0731  VERT ORDER      -  SECOND    CLASS 0
 KA0731
 KA0731.The horizontal coordinates were scaled from a map and have
 KA0731.an estimated accuracy of +/- 6 seconds.
 KA0731
 KA0731.The orthometric height was determined by differential leveling and
 KA0731.adjusted by the NATIONAL GEODETIC SURVEY
 KA0731.in June 1991.
 KA0731
 KA0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0731.GEOID18 height accuracy estimate available here.
 KA0731
 KA0731.Click photographs - Photos may exist for this station.
 KA0731
 KA0731.The dynamic height is computed by dividing the NAVD 88
 KA0731.geopotential number by the normal gravity value computed on the
 KA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0731.degrees latitude (g = 980.6199 gals.).
 KA0731
 KA0731.The modeled gravity was interpolated from observed gravity values.
 KA0731
 KA0731;                    North         East    Units  Estimated Accuracy
 KA0731;SPC IN W     -   517,440.      924,300.      MT  (+/- 180 meters Scaled)
 KA0731
 KA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171176(NAD 83)
 KA0731
 KA0731                          SUPERSEDED SURVEY CONTROL
 KA0731
 KA0731  NGVD 29 (??/??/92)  244.404  (m)          801.85   (f) ADJ UNCH    2 0
 KA0731
 KA0731.Superseded values are not recommended for survey control.
 KA0731
 KA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0731.See file dsdata.pdf to determine how the superseded data were derived.
 KA0731
 KA0731_MARKER: DB = BENCH MARK DISK
 KA0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0731_SP_SET: BRIDGE
 KA0731_STAMPING: B 75 1946
 KA0731_MARK LOGO: CGS
 KA0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0731
 KA0731  HISTORY     - Date     Condition        Report By
 KA0731  HISTORY     - 1946     MONUMENTED       CGS
 KA0731
 KA0731                          STATION DESCRIPTION
 KA0731
 KA0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0731'0.4 MI S FROM LADOGA.
 KA0731'ABOUT 0.35 MILE SOUTH ALONG THE ROACHDALE-LADOGA ROAD FROM THE
 KA0731'POST OFFICE AT LADOGA, SET IN THE TOP OF THE SOUTH END OF A 14-FOOT
 KA0731'CONCRETE RETAINING WALL AT THE SOUTHWEST CORNER OF A SINGLE-SPAN
 KA0731'STEEL BRIDGE OVER BIG RACCOON CREEK, 18 FEET WEST OF THE CENTER
 KA0731'LINE OF THE ROAD, 5 FEET NORTH OF A CONCRETE BLOCK POST AT THE
 KA0731'NORTH END OF AN IRON ROAD FENCE ALONG THE WEST RIGHT-OF-WAY, AND
 KA0731'4 FEET LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED B 75 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0749 ***********************************************************************
 KA0749  DESIGNATION -  B 76
 KA0749  PID         -  KA0749
 KA0749  STATE/COUNTY-  IN/HENDRICKS
 KA0749  COUNTRY     -  US
 KA0749  USGS QUAD   -  COATESVILLE (2019)
 KA0749
 KA0749                         *CURRENT SURVEY CONTROL
 KA0749  ______________________________________________________________________
 KA0749* NAD 83(1986) POSITION- 39 38 41.     (N) 086 40 11.     (W)   SCALED
 KA0749* NAVD 88 ORTHO HEIGHT -   249.287 (meters)      817.87  (feet) ADJUSTED
 KA0749  ______________________________________________________________________
 KA0749  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 KA0749  DYNAMIC HEIGHT  -        249.147 (meters)      817.41  (feet) COMP
 KA0749  MODELED GRAVITY -    980,059.2   (mgal)                       NAVD 88
 KA0749
 KA0749  VERT ORDER      -  FIRST     CLASS II
 KA0749
 KA0749.The horizontal coordinates were scaled from a map and have
 KA0749.an estimated accuracy of +/- 6 seconds.
 KA0749
 KA0749.The orthometric height was determined by differential leveling and
 KA0749.adjusted by the NATIONAL GEODETIC SURVEY
 KA0749.in June 1991.
 KA0749
 KA0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0749.GEOID18 height accuracy estimate available here.
 KA0749
 KA0749.Click photographs - Photos may exist for this station.
 KA0749
 KA0749.The dynamic height is computed by dividing the NAVD 88
 KA0749.geopotential number by the normal gravity value computed on the
 KA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0749.degrees latitude (g = 980.6199 gals.).
 KA0749
 KA0749.The modeled gravity was interpolated from observed gravity values.
 KA0749
 KA0749;                    North         East    Units  Estimated Accuracy
 KA0749;SPC IN W     -   488,150.      935,500.      MT  (+/- 180 meters Scaled)
 KA0749
 KA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283883(NAD 83)
 KA0749
 KA0749                          SUPERSEDED SURVEY CONTROL
 KA0749
 KA0749  NGVD 29 (??/??/92)  249.304  (m)          817.92   (f) ADJ UNCH    1 2
 KA0749
 KA0749.Superseded values are not recommended for survey control.
 KA0749
 KA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0749.See file dsdata.pdf to determine how the superseded data were derived.
 KA0749
 KA0749_MARKER: DB = BENCH MARK DISK
 KA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0749_STAMPING: B 76 1946
 KA0749_MARK LOGO: CGS
 KA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0749+STABILITY: SURFACE MOTION
 KA0749
 KA0749  HISTORY     - Date     Condition        Report By
 KA0749  HISTORY     - 1946     MONUMENTED       CGS
 KA0749  HISTORY     - 1985     GOOD             NGS
 KA0749
 KA0749                          STATION DESCRIPTION
 KA0749
 KA0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0749'3.3 MI NW FROM STILESVILLE.
 KA0749'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0749'AT STILESVILLE, THENCE ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY
 KA0749'75, AT THE JONADA FARM, 154 FEET NORTH OF THE CENTER LINE OF THE
 KA0749'ENTRANCE TO THE BARN YARD, 134 FEET NORTHWEST OF THE NORTHWEST
 KA0749'CORNER OF A LARGE BARN, 34 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA0749'CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF A FENCE CORNER AND
 KA0749'1.0 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  NOTE-- THIS MARK MAY
 KA0749'BE REACHED FROM THE PENNSYLVANIA RAILROAD STATION AT COATESVILLE
 KA0749'BY GOING 3.3 MILES SOUTH ALONG STATE HIGHWAY 75 TO THE JONADA
 KA0749'FARM.  A STANDARD DISK, STAMPED B 76 1946 AND SET IN THE TOP OF A
 KA0749'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0749
 KA0749                          STATION RECOVERY (1985)
 KA0749
 KA0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0098 ***********************************************************************
 KA0098  DESIGNATION -  B 77
 KA0098  PID         -  KA0098
 KA0098  STATE/COUNTY-  IN/MARION
 KA0098  COUNTRY     -  US
 KA0098  USGS QUAD   -  CLERMONT (2019)
 KA0098
 KA0098                         *CURRENT SURVEY CONTROL
 KA0098  ______________________________________________________________________
 KA0098* NAD 83(1986) POSITION- 39 45 36.     (N) 086 19 01.     (W)   SCALED
 KA0098* NAVD 88 ORTHO HEIGHT -   242.143 (meters)      794.43  (feet) ADJUSTED
 KA0098  ______________________________________________________________________
 KA0098  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 KA0098  DYNAMIC HEIGHT  -        242.012 (meters)      794.00  (feet) COMP
 KA0098  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 KA0098
 KA0098  VERT ORDER      -  FIRST     CLASS II
 KA0098
 KA0098.The horizontal coordinates were scaled from a map and have
 KA0098.an estimated accuracy of +/- 6 seconds.
 KA0098
 KA0098.The orthometric height was determined by differential leveling and
 KA0098.adjusted by the NATIONAL GEODETIC SURVEY
 KA0098.in June 1991.
 KA0098
 KA0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0098.GEOID18 height accuracy estimate available here.
 KA0098
 KA0098.Click photographs - Photos may exist for this station.
 KA0098
 KA0098.The dynamic height is computed by dividing the NAVD 88
 KA0098.geopotential number by the normal gravity value computed on the
 KA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0098.degrees latitude (g = 980.6199 gals.).
 KA0098
 KA0098.The modeled gravity was interpolated from observed gravity values.
 KA0098
 KA0098;                    North         East    Units  Estimated Accuracy
 KA0098;SPC IN E     -   501,070.       44,280.      MT  (+/- 180 meters Scaled)
 KA0098
 KA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK585013(NAD 83)
 KA0098
 KA0098                          SUPERSEDED SURVEY CONTROL
 KA0098
 KA0098  NGVD 29 (??/??/92)  242.252  (m)          794.79   (f) ADJ UNCH    1 2
 KA0098
 KA0098.Superseded values are not recommended for survey control.
 KA0098
 KA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0098.See file dsdata.pdf to determine how the superseded data were derived.
 KA0098
 KA0098_MARKER: DB = BENCH MARK DISK
 KA0098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0098_SP_SET: ABUTMENT
 KA0098_STAMPING: B 77 1946
 KA0098_MARK LOGO: CGS
 KA0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0098
 KA0098  HISTORY     - Date     Condition        Report By
 KA0098  HISTORY     - 1946     MONUMENTED       CGS
 KA0098  HISTORY     - 1976     GOOD             LOCSUR
 KA0098  HISTORY     - 1985     GOOD             NGS
 KA0098
 KA0098                          STATION DESCRIPTION
 KA0098
 KA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0098'4.3 MI E FROM AVON.
 KA0098'ABOUT 4.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0098'THE CROSSING OF THE AVON-PLAINFIELD ROAD AT AVON, AT CONCRETE
 KA0098'OVERPASS NUMBER 16-A CROSSING OVER A NORTH-SOUTH GRAVEL ROAD,
 KA0098'2 1/2 POLES WEST OF POLE 8/20, SET IN THE TOP OF THE NORTHEAST
 KA0098'CONCRETE WINGWALL OF THE OVERPASS, 6.5 FEET NORTH OF THE NORTH
 KA0098'RAIL OF THE WEST BOUND TRACK AND ABOUT 1.5 FOOT LOWER THAN
 KA0098'TRACK LEVEL.  A STANDARD DISK, STAMPED B 77 1946.
 KA0098
 KA0098                          STATION RECOVERY (1976)
 KA0098
 KA0098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0098'RECOVERED IN GOOD CONDITION.
 KA0098
 KA0098                          STATION RECOVERY (1985)
 KA0098
 KA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0098'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.4 KM (5.2
 KA0098'MI) WESTERLY ALONG ROCKVILLE ROAD AND U.S. HIGHWAY 36 FROM ITS
 KA0098'JUNCTION WITH U.S. HIGHWAY 40 IN INDIANANPOLIS, THENCE 0.4 KM (0.25
 KA0098'MI) SOUTH ALONG BRIDGEPORT ROAD, IN THE CENTER OF THE NORTH END OF THE
 KA0098'EAST CONCRETE ABUTMENT OF THE CONRAIL RAILROAD OVERPASS OF THE ROAD,
 KA0098'3.1 M (10.2 FT) EAST OF THE CENTER OF THE ROAD, AND 2.0 M (6.6 FT)
 KA0098'NORTH OF THE NEAR RAIL.
 KA0098'THE MARK IS 6.1 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1262 ***********************************************************************
 MD1262  DESIGNATION -  B 8
 MD1262  PID         -  MD1262
 MD1262  STATE/COUNTY-  IN/KOSCIUSKO
 MD1262  COUNTRY     -  US
 MD1262  USGS QUAD   -  ATWOOD (2019)
 MD1262
 MD1262                         *CURRENT SURVEY CONTROL
 MD1262  ______________________________________________________________________
 MD1262* NAD 83(1986) POSITION- 41 15 04.     (N) 085 56 28.     (W)   SCALED
 MD1262* NAVD 88 ORTHO HEIGHT -   246.671 (meters)      809.29  (feet) ADJUSTED
 MD1262  ______________________________________________________________________
 MD1262  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 MD1262  DYNAMIC HEIGHT  -        246.567 (meters)      808.95  (feet) COMP
 MD1262  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 MD1262
 MD1262  VERT ORDER      -  FIRST     CLASS I
 MD1262
 MD1262.The horizontal coordinates were scaled from a map and have
 MD1262.an estimated accuracy of +/- 6 seconds.
 MD1262
 MD1262.The orthometric height was determined by differential leveling and
 MD1262.adjusted by the NATIONAL GEODETIC SURVEY
 MD1262.in June 1991.
 MD1262
 MD1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1262.GEOID18 height accuracy estimate available here.
 MD1262
 MD1262.Click photographs - Photos may exist for this station.
 MD1262
 MD1262.The dynamic height is computed by dividing the NAVD 88
 MD1262.geopotential number by the normal gravity value computed on the
 MD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1262.degrees latitude (g = 980.6199 gals.).
 MD1262
 MD1262.The modeled gravity was interpolated from observed gravity values.
 MD1262
 MD1262;                    North         East    Units  Estimated Accuracy
 MD1262;SPC IN E     -   666,480.       77,000.      MT  (+/- 180 meters Scaled)
 MD1262
 MD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL887671(NAD 83)
 MD1262
 MD1262                          SUPERSEDED SURVEY CONTROL
 MD1262
 MD1262  NGVD 29 (??/??/92)  246.803  (m)          809.72   (f) ADJ UNCH    1 1
 MD1262
 MD1262.Superseded values are not recommended for survey control.
 MD1262
 MD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1262.See file dsdata.pdf to determine how the superseded data were derived.
 MD1262
 MD1262_MARKER: X = CHISELED CROSS
 MD1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1262_SP_SET: BRIDGE SEAT
 MD1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1262
 MD1262  HISTORY     - Date     Condition        Report By
 MD1262  HISTORY     - 1916     MONUMENTED       CGS
 MD1262  HISTORY     - 1968     GOOD             CGS
 MD1262  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1262
 MD1262                          STATION DESCRIPTION
 MD1262
 MD1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1262'1.9 MI SE FROM ATWOOD.
 MD1262'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1262'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 0.5 MILE
 MD1262'SOUTHEAST OF MILEPOST 364, 39 FEET SOUTH OF BENCH MARK Q 184
 MD1262'DESCRIBED, A 3-INCH CHISELED CROSS ON THE TOP OF THE NORTH
 MD1262'CORNER OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE SEAT FOR A
 MD1262'20 FOOT BRIDGE OVER HUFFER DITCH (BRIDGE NUMBER 363.52), 26.4 FEET
 MD1262'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK AND
 MD1262'4 FEET BELOW THE LEVEL OF THE TRACK.  SEC 4, T 32N, R 5 E.
 MD1262
 MD1262                          STATION RECOVERY (1996)
 MD1262
 MD1262'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0212 ***********************************************************************
 KA0212  DESIGNATION -  B 80
 KA0212  PID         -  KA0212
 KA0212  STATE/COUNTY-  IN/BOONE
 KA0212  COUNTRY     -  US
 KA0212  USGS QUAD   -  ZIONSVILLE (2019)
 KA0212
 KA0212                         *CURRENT SURVEY CONTROL
 KA0212  ______________________________________________________________________
 KA0212* NAD 83(1986) POSITION- 39 56 46.     (N) 086 21 30.     (W)   SCALED
 KA0212* NAVD 88 ORTHO HEIGHT -   281.406 (meters)      923.25  (feet) ADJUSTED
 KA0212  ______________________________________________________________________
 KA0212  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 KA0212  DYNAMIC HEIGHT  -        281.251 (meters)      922.74  (feet) COMP
 KA0212  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 KA0212
 KA0212  VERT ORDER      -  SECOND    CLASS 0
 KA0212
 KA0212.The horizontal coordinates were scaled from a map and have
 KA0212.an estimated accuracy of +/- 6 seconds.
 KA0212
 KA0212.The orthometric height was determined by differential leveling and
 KA0212.adjusted by the NATIONAL GEODETIC SURVEY
 KA0212.in June 1991.
 KA0212
 KA0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0212.GEOID18 height accuracy estimate available here.
 KA0212
 KA0212.Click photographs - Photos may exist for this station.
 KA0212
 KA0212.The dynamic height is computed by dividing the NAVD 88
 KA0212.geopotential number by the normal gravity value computed on the
 KA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0212.degrees latitude (g = 980.6199 gals.).
 KA0212
 KA0212.The modeled gravity was interpolated from observed gravity values.
 KA0212
 KA0212;                    North         East    Units  Estimated Accuracy
 KA0212;SPC IN W     -   521,790.      961,960.      MT  (+/- 180 meters Scaled)
 KA0212
 KA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK548219(NAD 83)
 KA0212
 KA0212                          SUPERSEDED SURVEY CONTROL
 KA0212
 KA0212  NGVD 29 (??/??/92)  281.51   (m)          923.6    (f) COMPUTED    2 0
 KA0212
 KA0212.Superseded values are not recommended for survey control.
 KA0212
 KA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0212.See file dsdata.pdf to determine how the superseded data were derived.
 KA0212
 KA0212_MARKER: DB = BENCH MARK DISK
 KA0212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0212_SP_SET: BOX CULVERT HEADWALL
 KA0212_STAMPING: B 80 1946
 KA0212_MARK LOGO: CGS
 KA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0212+STABILITY: SURFACE MOTION
 KA0212
 KA0212  HISTORY     - Date     Condition        Report By
 KA0212  HISTORY     - 1946     MONUMENTED       CGS
 KA0212
 KA0212                          STATION DESCRIPTION
 KA0212
 KA0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0212'5.2 MI W FROM ZIONSVILLE.
 KA0212'AT THE JUNCTION OF STATE HIGHWAY 334 AND U.S. HIGHWAY 52, ABOUT
 KA0212'5.25 MILES WEST OF THE FARMERS STATE BANK BUILDING AT ZIONSVILLE
 KA0212'AND ABOUT 9.15 MILES SOUTHEAST OF THE COUNTY COURT HOUSE AT
 KA0212'LEBANON, IN THE NORTHEAST QUARTER OF THE JUNCTION, SET IN TOP
 KA0212'OF THE CENTER OF THE NORTH HEADWALL OF A 6-FOOT CONCRETE BOX
 KA0212'CULVERT UNDER HIGHWAY 334, 21 FEET NORTH OF THE CENTER LINE
 KA0212'OF HIGHWAY 334, 35 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 KA0212'PAVEMENT OF U.S. HIGHWAY 52, AND ABOUT LEVEL WITH THE LEVEL
 KA0212'OF THE TWO HIGHWAYS.  A STANDARD DISK, STAMPED B 80 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0213 ***********************************************************************
 KA0213  DESIGNATION -  B 80 RESET
 KA0213  PID         -  KA0213
 KA0213  STATE/COUNTY-  IN/BOONE
 KA0213  COUNTRY     -  US
 KA0213  USGS QUAD   -  ZIONSVILLE (2019)
 KA0213
 KA0213                         *CURRENT SURVEY CONTROL
 KA0213  ______________________________________________________________________
 KA0213* NAD 83(1986) POSITION- 39 56 45.     (N) 086 21 30.     (W)   SCALED
 KA0213* NAVD 88 ORTHO HEIGHT -   281.40  (meters)      923.2   (feet) RESET
 KA0213  ______________________________________________________________________
 KA0213  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 KA0213  VERT ORDER      -  THIRD
 KA0213
 KA0213.The horizontal coordinates were scaled from a map and have
 KA0213.an estimated accuracy of +/- 6 seconds.
 KA0213
 KA0213.The orthometric height was computed from unverified reset data.
 KA0213
 KA0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0213.GEOID18 height accuracy estimate available here.
 KA0213
 KA0213.Click photographs - Photos may exist for this station.
 KA0213
 KA0213;                    North         East    Units  Estimated Accuracy
 KA0213;SPC IN W     -   521,760.      961,960.      MT  (+/- 180 meters Scaled)
 KA0213
 KA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK548219(NAD 83)
 KA0213
 KA0213                          SUPERSEDED SURVEY CONTROL
 KA0213
 KA0213  NGVD 29 (??/??/??)  281.51   (m)          923.6    (f) RESET       3  
 KA0213
 KA0213.Superseded values are not recommended for survey control.
 KA0213
 KA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0213.See file dsdata.pdf to determine how the superseded data were derived.
 KA0213
 KA0213_MARKER: DB = BENCH MARK DISK
 KA0213_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0213_SP_SET: BOX CULVERT HEADWALL
 KA0213_STAMPING: B 80 RESET 1958
 KA0213_MARK LOGO: CGS
 KA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0213+STABILITY: SURFACE MOTION
 KA0213
 KA0213  HISTORY     - Date     Condition        Report By
 KA0213  HISTORY     - 1958     MONUMENTED       INHD
 KA0213  HISTORY     - 1959     GOOD             CGS
 KA0213
 KA0213                          STATION DESCRIPTION
 KA0213
 KA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA0213'5.2 MI W FROM ZIONSVILLE.
 KA0213'AT THE JUNCTION OF STATE HIGHWAY 334 AND U.S. HIGHWAY 52, ABOUT
 KA0213'5.25 MILES WEST OF THE FARMERS STATE BANK BUILDING AT ZIONSVILLE,
 KA0213'INDIANA, AND ABOUT 9.15 MILES SOUTHEAST OF THE COUNTY COURTHOUSE
 KA0213'AT LEBANON, INDIANA.  IN THE NORTHEAST QUARTER OF THE JUNCTION,
 KA0213'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A 6-FOOT
 KA0213'CONCRETE BOX CULVERT EXTENSION UNDER STATE HIGHWAY 334, 27
 KA0213'FEET NORTH OF THE CENTERLINE OF HIGHWAY 334, 39 FEET NORTHEAST
 KA0213'OF THE NORTHEAST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 52 AND
 KA0213'ABOUT LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED B 80
 KA0213'RESET 1958.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0534 ***********************************************************************
 KA0534  DESIGNATION -  B 81
 KA0534  PID         -  KA0534
 KA0534  STATE/COUNTY-  IN/OWEN
 KA0534  COUNTRY     -  US
 KA0534  USGS QUAD   -  CATARACT (2019)
 KA0534
 KA0534                         *CURRENT SURVEY CONTROL
 KA0534  ______________________________________________________________________
 KA0534* NAD 83(1986) POSITION- 39 26 29.     (N) 086 45 52.     (W)   SCALED
 KA0534* NAVD 88 ORTHO HEIGHT -   233.068 (meters)      764.66  (feet) ADJUSTED
 KA0534  ______________________________________________________________________
 KA0534  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KA0534  DYNAMIC HEIGHT  -        232.934 (meters)      764.22  (feet) COMP
 KA0534  MODELED GRAVITY -    980,044.1   (mgal)                       NAVD 88
 KA0534
 KA0534  VERT ORDER      -  SECOND    CLASS 0
 KA0534
 KA0534.The horizontal coordinates were scaled from a map and have
 KA0534.an estimated accuracy of +/- 6 seconds.
 KA0534
 KA0534.The orthometric height was determined by differential leveling and
 KA0534.adjusted by the NATIONAL GEODETIC SURVEY
 KA0534.in June 1991.
 KA0534
 KA0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0534.GEOID18 height accuracy estimate available here.
 KA0534
 KA0534.Click photographs - Photos may exist for this station.
 KA0534
 KA0534.The dynamic height is computed by dividing the NAVD 88
 KA0534.geopotential number by the normal gravity value computed on the
 KA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0534.degrees latitude (g = 980.6199 gals.).
 KA0534
 KA0534.The modeled gravity was interpolated from observed gravity values.
 KA0534
 KA0534;                    North         East    Units  Estimated Accuracy
 KA0534;SPC IN W     -   465,550.      927,450.      MT  (+/- 180 meters Scaled)
 KA0534
 KA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ202657(NAD 83)
 KA0534
 KA0534                          SUPERSEDED SURVEY CONTROL
 KA0534
 KA0534  NGVD 29 (??/??/92)  233.187  (m)          765.05   (f) ADJ UNCH    2 0
 KA0534
 KA0534.Superseded values are not recommended for survey control.
 KA0534
 KA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0534.See file dsdata.pdf to determine how the superseded data were derived.
 KA0534
 KA0534_MARKER: DB = BENCH MARK DISK
 KA0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0534_SP_SET: CULVERT HEADWALL
 KA0534_STAMPING: B 81 1946
 KA0534_MARK LOGO: CGS
 KA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0534+STABILITY: SURFACE MOTION
 KA0534
 KA0534  HISTORY     - Date     Condition        Report By
 KA0534  HISTORY     - 1946     MONUMENTED       CGS
 KA0534
 KA0534                          STATION DESCRIPTION
 KA0534
 KA0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0534'3.6 MI NE FROM CATARACT.
 KA0534'3.65 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DEVORE AND
 KA0534'QUINCY FROM THE E. B. SHORTRIDGE STORE AT CATARACT, AT THE
 KA0534'INTERSECTION OF STATE HIGHWAY 43, SET IN THE TOP OF THE NORTH
 KA0534'END OF THE WEST CONCRETE HEAD WALL OF A 4 FOOT CONCRETE CULVERT
 KA0534'UNDER HIGHWAY 43, 101 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KA0534'LEADING WEST TO CATARACT, 26 FEET WEST OF AND ABOUT 3 FEET LOWER
 KA0534'THAN THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B
 KA0534'81 1946.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT
 KA0534'CLOVERDALE BY GOING SOUTH 5.1 MILES ALONG STATE HIGHWAY 43 TO
 KA0534'A CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1219 ***********************************************************************
 KA1219  DESIGNATION -  B 82
 KA1219  PID         -  KA1219
 KA1219  STATE/COUNTY-  IN/CLAY
 KA1219  COUNTRY     -  US
 KA1219  USGS QUAD   -  STAUNTON (2019)
 KA1219
 KA1219                         *CURRENT SURVEY CONTROL
 KA1219  ______________________________________________________________________
 KA1219* NAD 83(1986) POSITION- 39 23 03.     (N) 087 11 16.     (W)   SCALED
 KA1219* NAVD 88 ORTHO HEIGHT -   189.050 (meters)      620.24  (feet) ADJUSTED
 KA1219  ______________________________________________________________________
 KA1219  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KA1219  DYNAMIC HEIGHT  -        188.941 (meters)      619.88  (feet) COMP
 KA1219  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 KA1219
 KA1219  VERT ORDER      -  FIRST     CLASS II
 KA1219
 KA1219.The horizontal coordinates were scaled from a map and have
 KA1219.an estimated accuracy of +/- 6 seconds.
 KA1219
 KA1219.The orthometric height was determined by differential leveling and
 KA1219.adjusted by the NATIONAL GEODETIC SURVEY
 KA1219.in June 1991.
 KA1219
 KA1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1219.GEOID18 height accuracy estimate available here.
 KA1219
 KA1219.Click photographs - Photos may exist for this station.
 KA1219
 KA1219.The dynamic height is computed by dividing the NAVD 88
 KA1219.geopotential number by the normal gravity value computed on the
 KA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1219.degrees latitude (g = 980.6199 gals.).
 KA1219
 KA1219.The modeled gravity was interpolated from observed gravity values.
 KA1219
 KA1219;                    North         East    Units  Estimated Accuracy
 KA1219;SPC IN W     -   459,150.      891,000.      MT  (+/- 180 meters Scaled)
 KA1219
 KA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ838594(NAD 83)
 KA1219
 KA1219                          SUPERSEDED SURVEY CONTROL
 KA1219
 KA1219  NGVD 29 (??/??/92)  189.156  (m)          620.59   (f) ADJ UNCH    1 2
 KA1219
 KA1219.Superseded values are not recommended for survey control.
 KA1219
 KA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1219.See file dsdata.pdf to determine how the superseded data were derived.
 KA1219
 KA1219_MARKER: DB = BENCH MARK DISK
 KA1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1219_STAMPING: B 82 1946
 KA1219_MARK LOGO: CGS
 KA1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1219+STABILITY: SURFACE MOTION
 KA1219
 KA1219  HISTORY     - Date     Condition        Report By
 KA1219  HISTORY     - 1946     MONUMENTED       CGS
 KA1219  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1219
 KA1219                          STATION DESCRIPTION
 KA1219
 KA1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1219'1 MI E FROM CORY.
 KA1219'ABOUT 0.95 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1219'THE STATION AT CORY, AT A ROAD CROSSING, 30 FEET NORTHEAST OF
 KA1219'POLE 16/19, 49 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 KA1219'LINE OF THE TRACK, 29 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KA1219'10.5 FEET WEST OF A CONCRETE FENCE CORNER POST, 2 FEET SOUTH
 KA1219'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A WHITE WOODEN
 KA1219'WITNESS POST.  A STANDARD DISK, STAMPED B 82 1946 AND SET IN THE
 KA1219'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA1219
 KA1219                          STATION RECOVERY (1985)
 KA1219
 KA1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1201 ***********************************************************************
 KA1201  DESIGNATION -  B 83
 KA1201  PID         -  KA1201
 KA1201  STATE/COUNTY-  IN/CLAY
 KA1201  COUNTRY     -  US
 KA1201  USGS QUAD   -  COAL CITY (2019)
 KA1201
 KA1201                         *CURRENT SURVEY CONTROL
 KA1201  ______________________________________________________________________
 KA1201* NAD 83(1986) POSITION- 39 14 48.     (N) 087 03 34.     (W)   SCALED
 KA1201* NAVD 88 ORTHO HEIGHT -   190.385 (meters)      624.62  (feet) ADJUSTED
 KA1201  ______________________________________________________________________
 KA1201  GEOID HEIGHT    -        -32.717 (meters)                     GEOID18
 KA1201  DYNAMIC HEIGHT  -        190.274 (meters)      624.26  (feet) COMP
 KA1201  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 KA1201
 KA1201  VERT ORDER      -  FIRST     CLASS II
 KA1201
 KA1201.The horizontal coordinates were scaled from a map and have
 KA1201.an estimated accuracy of +/- 6 seconds.
 KA1201
 KA1201.The orthometric height was determined by differential leveling and
 KA1201.adjusted by the NATIONAL GEODETIC SURVEY
 KA1201.in June 1991.
 KA1201
 KA1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1201.GEOID18 height accuracy estimate available here.
 KA1201
 KA1201.Click photographs - Photos may exist for this station.
 KA1201
 KA1201.The dynamic height is computed by dividing the NAVD 88
 KA1201.geopotential number by the normal gravity value computed on the
 KA1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1201.degrees latitude (g = 980.6199 gals.).
 KA1201
 KA1201.The modeled gravity was interpolated from observed gravity values.
 KA1201
 KA1201;                    North         East    Units  Estimated Accuracy
 KA1201;SPC IN W     -   443,880.      902,060.      MT  (+/- 180 meters Scaled)
 KA1201
 KA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ948441(NAD 83)
 KA1201
 KA1201                          SUPERSEDED SURVEY CONTROL
 KA1201
 KA1201  NGVD 29 (??/??/92)  190.503  (m)          625.01   (f) ADJ UNCH    1 2
 KA1201
 KA1201.Superseded values are not recommended for survey control.
 KA1201
 KA1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1201.See file dsdata.pdf to determine how the superseded data were derived.
 KA1201
 KA1201_MARKER: DB = BENCH MARK DISK
 KA1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1201_STAMPING: B 83 1946
 KA1201_MARK LOGO: CGS
 KA1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1201+STABILITY: SURFACE MOTION
 KA1201
 KA1201  HISTORY     - Date     Condition        Report By
 KA1201  HISTORY     - 1946     MONUMENTED       CGS
 KA1201  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1201
 KA1201                          STATION DESCRIPTION
 KA1201
 KA1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1201'1.3 MI NW FROM COAL CITY.
 KA1201'ABOUT 1.3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1201'FROM THE STATION AT COAL CITY, 77 FEET SOUTH OF AND ACROSS THE
 KA1201'TRACK FROM POLE NO. 29/26, 31 FEET SOUTHWEST AND ABOUT LEVEL
 KA1201'WITH THE CENTER LINE OF THE TRACK, 17 FEET SOUTHEAST OF A 14 INCH
 KA1201'BLACK WALNUT TREE IN THE FENCE LINE, 4 FEET NORTHEAST OF THE
 KA1201'RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST OF A WHITE WOODEN
 KA1201'WITNESS POST.  A STANDARD DISK, STAMPED B 83 1946 AND SET IN THE
 KA1201'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 KA1201
 KA1201                          STATION RECOVERY (1985)
 KA1201
 KA1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1201'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0484 ***********************************************************************
 KA0484  DESIGNATION -  B 84
 KA0484  PID         -  KA0484
 KA0484  STATE/COUNTY-  IN/OWEN
 KA0484  COUNTRY     -  US
 KA0484  USGS QUAD   -  CATARACT (2019)
 KA0484
 KA0484                         *CURRENT SURVEY CONTROL
 KA0484  ______________________________________________________________________
 KA0484* NAD 83(1986) POSITION- 39 24 48.     (N) 086 48 17.     (W)   SCALED
 KA0484* NAVD 88 ORTHO HEIGHT -   247.028 (meters)      810.46  (feet) ADJUSTED
 KA0484  ______________________________________________________________________
 KA0484  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KA0484  DYNAMIC HEIGHT  -        246.885 (meters)      809.99  (feet) COMP
 KA0484  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 KA0484
 KA0484  VERT ORDER      -  SECOND    CLASS 0
 KA0484
 KA0484.The horizontal coordinates were scaled from a map and have
 KA0484.an estimated accuracy of +/- 6 seconds.
 KA0484
 KA0484.The orthometric height was determined by differential leveling and
 KA0484.adjusted by the NATIONAL GEODETIC SURVEY
 KA0484.in June 1991.
 KA0484
 KA0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0484.GEOID18 height accuracy estimate available here.
 KA0484
 KA0484.Click photographs - Photos may exist for this station.
 KA0484
 KA0484.The dynamic height is computed by dividing the NAVD 88
 KA0484.geopotential number by the normal gravity value computed on the
 KA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0484.degrees latitude (g = 980.6199 gals.).
 KA0484
 KA0484.The modeled gravity was interpolated from observed gravity values.
 KA0484
 KA0484;                    North         East    Units  Estimated Accuracy
 KA0484;SPC IN W     -   462,420.      923,990.      MT  (+/- 180 meters Scaled)
 KA0484
 KA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ168626(NAD 83)
 KA0484
 KA0484                          SUPERSEDED SURVEY CONTROL
 KA0484
 KA0484  NGVD 29 (??/??/92)  247.149  (m)          810.85   (f) ADJ UNCH    2 0
 KA0484
 KA0484.Superseded values are not recommended for survey control.
 KA0484
 KA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0484.See file dsdata.pdf to determine how the superseded data were derived.
 KA0484
 KA0484_MARKER: DB = BENCH MARK DISK
 KA0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0484_SP_SET: CULVERT HEADWALL
 KA0484_STAMPING: B 84 1946
 KA0484_MARK LOGO: CGS
 KA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0484+STABILITY: SURFACE MOTION
 KA0484
 KA0484  HISTORY     - Date     Condition        Report By
 KA0484  HISTORY     - 1946     MONUMENTED       CGS
 KA0484
 KA0484                          STATION DESCRIPTION
 KA0484
 KA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0484'2.7 MI N FROM CUBA.
 KA0484'2.7 MILES NORTH ALONG A GRAVEL ROAD LEADING TO THE COVERED
 KA0484'BRIDGE OVER THE MILL CREEK AT THE ENTRANCE TO THE CATARACT
 KA0484'FALLS AT CATARACT FROM THE CUBA BAPTIST CHURCH AT CUBA, 2.1
 KA0484'MILES SOUTH OF THE COVERED BRIDGE OVER MILL CREEK, 0.4 MILE
 KA0484'SOUTHWEST OF A T ROAD JUNCTION LEADING NORTHWEST, 0.1 MILE
 KA0484'NORTHEAST OF A T ROAD JUNCTION LEADING NORTHWEST, AND SET IN THE
 KA0484'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL
 KA0484'OF A 26 INCH CORRUGATED PIPE CULVERT, 14 FEET SOUTHEAST OF AND
 KA0484'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KA0484'STAMPED B 84 1946, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0461 ***********************************************************************
 KA0461  DESIGNATION -  B 85
 KA0461  PID         -  KA0461
 KA0461  STATE/COUNTY-  IN/OWEN
 KA0461  COUNTRY     -  US
 KA0461  USGS QUAD   -  ARNEY (2019)
 KA0461
 KA0461                         *CURRENT SURVEY CONTROL
 KA0461  ______________________________________________________________________
 KA0461* NAD 83(1986) POSITION- 39 13 06.     (N) 086 55 44.     (W)   SCALED
 KA0461* NAVD 88 ORTHO HEIGHT -   213.319 (meters)      699.86  (feet) ADJUSTED
 KA0461  ______________________________________________________________________
 KA0461  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 KA0461  DYNAMIC HEIGHT  -        213.193 (meters)      699.45  (feet) COMP
 KA0461  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 KA0461
 KA0461  VERT ORDER      -  SECOND    CLASS 0
 KA0461
 KA0461.The horizontal coordinates were scaled from a map and have
 KA0461.an estimated accuracy of +/- 6 seconds.
 KA0461
 KA0461.The orthometric height was determined by differential leveling and
 KA0461.adjusted by the NATIONAL GEODETIC SURVEY
 KA0461.in June 1991.
 KA0461
 KA0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0461.GEOID18 height accuracy estimate available here.
 KA0461
 KA0461.Click photographs - Photos may exist for this station.
 KA0461
 KA0461.The dynamic height is computed by dividing the NAVD 88
 KA0461.geopotential number by the normal gravity value computed on the
 KA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0461.degrees latitude (g = 980.6199 gals.).
 KA0461
 KA0461.The modeled gravity was interpolated from observed gravity values.
 KA0461
 KA0461;                    North         East    Units  Estimated Accuracy
 KA0461;SPC IN W     -   440,750.      913,340.      MT  (+/- 180 meters Scaled)
 KA0461
 KA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ061410(NAD 83)
 KA0461
 KA0461                          SUPERSEDED SURVEY CONTROL
 KA0461
 KA0461  NGVD 29 (??/??/92)  213.445  (m)          700.28   (f) ADJ UNCH    2 0
 KA0461
 KA0461.Superseded values are not recommended for survey control.
 KA0461
 KA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0461.See file dsdata.pdf to determine how the superseded data were derived.
 KA0461
 KA0461_MARKER: DB = BENCH MARK DISK
 KA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0461_STAMPING: B 85 1946
 KA0461_MARK LOGO: CGS
 KA0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0461+STABILITY: SURFACE MOTION
 KA0461
 KA0461  HISTORY     - Date     Condition        Report By
 KA0461  HISTORY     - 1946     MONUMENTED       CGS
 KA0461
 KA0461                          STATION DESCRIPTION
 KA0461
 KA0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0461'0.2 MI E FROM ARNEY.
 KA0461'0.15 MILE EAST ALONG A GRAVEL ROAD LEADING TO FREEDOM FROM THE
 KA0461'CROSS-ROAD AT ARNEY, AT THE TOP OF A GRADE, 43 FEET EAST OF THE
 KA0461'NORTHWEST CORNER OF A PASTURE, 35 FEET EAST OF THE CENTER
 KA0461'LINE OF A GATE, 18 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0461'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WIRE FENCE, 14 FEET
 KA0461'WEST OF A SMALL CATALPA TREE IN THE FENCE LINE, AND 2 FEET
 KA0461'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0461'B 85 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0461'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0841 ***********************************************************************
 LB0841  DESIGNATION -  B 87
 LB0841  PID         -  LB0841
 LB0841  STATE/COUNTY-  IN/TIPPECANOE
 LB0841  COUNTRY     -  US
 LB0841  USGS QUAD   -  MULBERRY (2019)
 LB0841
 LB0841                         *CURRENT SURVEY CONTROL
 LB0841  ______________________________________________________________________
 LB0841* NAD 83(1986) POSITION- 40 17 32.     (N) 086 43 59.     (W)   SCALED
 LB0841* NAVD 88 ORTHO HEIGHT -   239.774 (meters)      786.66  (feet) ADJUSTED
 LB0841  ______________________________________________________________________
 LB0841  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB0841  DYNAMIC HEIGHT  -        239.651 (meters)      786.26  (feet) COMP
 LB0841  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 LB0841
 LB0841  VERT ORDER      -  SECOND    CLASS 0
 LB0841
 LB0841.The horizontal coordinates were scaled from a map and have
 LB0841.an estimated accuracy of +/- 6 seconds.
 LB0841
 LB0841.The orthometric height was determined by differential leveling and
 LB0841.adjusted by the NATIONAL GEODETIC SURVEY
 LB0841.in June 1991.
 LB0841
 LB0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0841.GEOID18 height accuracy estimate available here.
 LB0841
 LB0841.Click photographs - Photos may exist for this station.
 LB0841
 LB0841.The dynamic height is computed by dividing the NAVD 88
 LB0841.geopotential number by the normal gravity value computed on the
 LB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0841.degrees latitude (g = 980.6199 gals.).
 LB0841
 LB0841.The modeled gravity was interpolated from observed gravity values.
 LB0841
 LB0841;                    North         East    Units  Estimated Accuracy
 LB0841;SPC IN W     -   560,020.      929,780.      MT  (+/- 180 meters Scaled)
 LB0841
 LB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226602(NAD 83)
 LB0841
 LB0841                          SUPERSEDED SURVEY CONTROL
 LB0841
 LB0841  NGVD 29 (??/??/92)  239.872  (m)          786.98   (f) ADJ UNCH    2 0
 LB0841
 LB0841.Superseded values are not recommended for survey control.
 LB0841
 LB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0841.See file dsdata.pdf to determine how the superseded data were derived.
 LB0841
 LB0841_MARKER: DB = BENCH MARK DISK
 LB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0841_STAMPING: B 87 1946
 LB0841_MARK LOGO: CGS
 LB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0841+STABILITY: SURFACE MOTION
 LB0841
 LB0841  HISTORY     - Date     Condition        Report By
 LB0841  HISTORY     - 1946     MONUMENTED       CGS
 LB0841  HISTORY     - 1966     GOOD             CGS
 LB0841  HISTORY     - 20020517 MARK NOT FOUND   INDIV
 LB0841
 LB0841                          STATION DESCRIPTION
 LB0841
 LB0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0841'0.4 MI N FROM MONROE.
 LB0841'ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 LB0841'U.S. HIGHWAY 52 AT MONROE, ABOUT 0.6 MILE SOUTH OF AN EAST-WEST
 LB0841'CROSS ROAD, AT AN OLD HOUSE SITE, 21 FEET EAST OF THE CENTER
 LB0841'LINE OF THE ROAD, 59 FEET NORTHWEST OF A 10-INCH ASH TREE, 6.6
 LB0841'FEET NORTH OF A 3-INCH WILD CHERRY TREE, 5 FEET SOUTHEAST OF A
 LB0841'FENCE CORNER, 1.8 FEET EAST OF A WIRE FENCE LINE, 2 FEET SOUTH
 LB0841'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 LB0841'A STANDARD DISK, STAMPED B 87 1946 AND SET IN THE TOP OF A
 LB0841'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0841
 LB0841                          STATION RECOVERY (1966)
 LB0841
 LB0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0841'RECOVERED IN GOOD CONDITION.
 LB0841
 LB0841                          STATION RECOVERY (2002)
 LB0841
 LB0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0841'MARK NOT FOUND, POSSIBLY PLOWED UNDER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0816 ***********************************************************************
 LB0816  DESIGNATION -  B 88
 LB0816  PID         -  LB0816
 LB0816  STATE/COUNTY-  IN/MONTGOMERY
 LB0816  COUNTRY     -  US
 LB0816  USGS QUAD   -  LINDEN (2019)
 LB0816
 LB0816                         *CURRENT SURVEY CONTROL
 LB0816  ______________________________________________________________________
 LB0816* NAD 83(1986) POSITION- 40 08 06.09   (N) 086 59 11.37   (W)   HD_HELD1
 LB0816* NAVD 88 ORTHO HEIGHT -   255.900 (meters)      839.57  (feet) ADJUSTED
 LB0816  ______________________________________________________________________
 LB0816  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 LB0816  DYNAMIC HEIGHT  -        255.765 (meters)      839.12  (feet) COMP
 LB0816  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 LB0816
 LB0816  VERT ORDER      -  SECOND    CLASS 0
 LB0816
 LB0816.The horizontal coordinates were determined by differentially corrected
 LB0816.hand held GPS observations or other comparable positioning techniques
 LB0816.and have an estimated accuracy of +/- 3 meters.
 LB0816
 LB0816.The orthometric height was determined by differential leveling and
 LB0816.adjusted by the NATIONAL GEODETIC SURVEY
 LB0816.in June 1991.
 LB0816
 LB0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0816.GEOID18 height accuracy estimate available here.
 LB0816
 LB0816.Click photographs - Photos may exist for this station.
 LB0816
 LB0816.The dynamic height is computed by dividing the NAVD 88
 LB0816.geopotential number by the normal gravity value computed on the
 LB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0816.degrees latitude (g = 980.6199 gals.).
 LB0816
 LB0816.The modeled gravity was interpolated from observed gravity values.
 LB0816
 LB0816;                    North         East    Units  Estimated Accuracy
 LB0816;SPC IN W     -   542,514.3     908,253.1     MT  (+/- 3 meters HH1 GPS) 
 LB0816
 LB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0115042743(NAD 83)
 LB0816
 LB0816                          SUPERSEDED SURVEY CONTROL
 LB0816
 LB0816  NGVD 29 (??/??/92)  255.982  (m)          839.83   (f) ADJ UNCH    2 0
 LB0816
 LB0816.Superseded values are not recommended for survey control.
 LB0816
 LB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0816.See file dsdata.pdf to determine how the superseded data were derived.
 LB0816
 LB0816_MARKER: DB = BENCH MARK DISK
 LB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0816_STAMPING: B 88 1946
 LB0816_MARK LOGO: CGS
 LB0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0816+STABILITY: SURFACE MOTION
 LB0816
 LB0816  HISTORY     - Date     Condition        Report By
 LB0816  HISTORY     - 1946     MONUMENTED       CGS
 LB0816
 LB0816                          STATION DESCRIPTION
 LB0816
 LB0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0816'1.6 MI E FROM ELMDALE.
 LB0816'ABOUT 1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB0816'JUNCTION OF STATE HIGHWAY 55 AT ELMDALE, ABOUT 0.6 MILE WEST
 LB0816'OF THE INTERSECTION OF A BLACK TOP ROAD, ABOUT 100 FEET SOUTHEAST
 LB0816'OF THE SOUTHEAST CORNER OF A BARN, 72 FEET NORTH AND ACROSS THE
 LB0816'ROAD FROM A HOUSE, 19 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE
 LB0816'CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF A
 LB0816'ROAD LEADING TO THE BARN, 1 FOOT NORTH OF A WIRE FENCE, AND 2
 LB0816'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LB0816'STAMPED B 88 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0816'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1678 ***********************************************************************
 LB1678  DESIGNATION -  B 89
 LB1678  PID         -  LB1678
 LB1678  STATE/COUNTY-  IN/TIPPECANOE
 LB1678  COUNTRY     -  US
 LB1678  USGS QUAD   -  WESTPOINT (2019)
 LB1678
 LB1678                         *CURRENT SURVEY CONTROL
 LB1678  ______________________________________________________________________
 LB1678* NAD 83(1986) POSITION- 40 17 16.62   (N) 087 04 22.29   (W)   HD_HELD1
 LB1678* NAVD 88 ORTHO HEIGHT -   222.559 (meters)      730.18  (feet) ADJUSTED
 LB1678  ______________________________________________________________________
 LB1678  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 LB1678  DYNAMIC HEIGHT  -        222.448 (meters)      729.81  (feet) COMP
 LB1678  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LB1678
 LB1678  VERT ORDER      -  SECOND    CLASS 0
 LB1678
 LB1678.The horizontal coordinates were determined by differentially corrected
 LB1678.hand held GPS observations or other comparable positioning techniques
 LB1678.and have an estimated accuracy of +/- 3 meters.
 LB1678
 LB1678.The orthometric height was determined by differential leveling and
 LB1678.adjusted by the NATIONAL GEODETIC SURVEY
 LB1678.in June 1991.
 LB1678
 LB1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1678.GEOID18 height accuracy estimate available here.
 LB1678
 LB1678.Click photographs - Photos may exist for this station.
 LB1678
 LB1678.The dynamic height is computed by dividing the NAVD 88
 LB1678.geopotential number by the normal gravity value computed on the
 LB1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1678.degrees latitude (g = 980.6199 gals.).
 LB1678
 LB1678.The modeled gravity was interpolated from observed gravity values.
 LB1678
 LB1678;                    North         East    Units  Estimated Accuracy
 LB1678;SPC IN W     -   559,489.8     900,890.7     MT  (+/- 3 meters HH1 GPS) 
 LB1678
 LB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9380759720(NAD 83)
 LB1678
 LB1678                          SUPERSEDED SURVEY CONTROL
 LB1678
 LB1678  NGVD 29 (??/??/92)  222.641  (m)          730.45   (f) ADJ UNCH    2 0
 LB1678
 LB1678.Superseded values are not recommended for survey control.
 LB1678
 LB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1678.See file dsdata.pdf to determine how the superseded data were derived.
 LB1678
 LB1678_MARKER: DB = BENCH MARK DISK
 LB1678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1678_SP_SET: CULVERT HEADWALL
 LB1678_STAMPING: B 89 1946
 LB1678_MARK LOGO: CGS
 LB1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1678+STABILITY: SURFACE MOTION
 LB1678
 LB1678  HISTORY     - Date     Condition        Report By
 LB1678  HISTORY     - 1946     MONUMENTED       CGS
 LB1678
 LB1678                          STATION DESCRIPTION
 LB1678
 LB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1678'AT ODELL.
 LB1678'AT ODELL, AT THE JUNCTION OF STATE HIGHWAYS 28 AND 25, SET IN THE
 LB1678'NORTH END OF THE EAST HEAD WALL OF AN 18 INCH CORRUGATED PIPE
 LB1678'CULVERT UNDER HIGHWAY 25, 79 FEET NORTH OF THE CENTER LINE OF
 LB1678'HIGHWAY 28, 20 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, AND
 LB1678'0.6 FOOT SOUTH OF THE NORTH END OF THE CULVERT.  A STANDARD DISK,
 LB1678'STAMPED B 89 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0083 ***********************************************************************
 LB0083  DESIGNATION -  B 91
 LB0083  PID         -  LB0083
 LB0083  STATE/COUNTY-  IN/CASS
 LB0083  COUNTRY     -  US
 LB0083  USGS QUAD   -  GALVESTON (2019)
 LB0083
 LB0083                         *CURRENT SURVEY CONTROL
 LB0083  ______________________________________________________________________
 LB0083* NAD 83(1986) POSITION- 40 34 38.     (N) 086 11 08.     (W)   SCALED
 LB0083* NAVD 88 ORTHO HEIGHT -   247.958 (meters)      813.51  (feet) ADJUSTED
 LB0083  ______________________________________________________________________
 LB0083  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 LB0083  DYNAMIC HEIGHT  -        247.833 (meters)      813.10  (feet) COMP
 LB0083  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 LB0083
 LB0083  VERT ORDER      -  SECOND    CLASS 0
 LB0083
 LB0083.The horizontal coordinates were scaled from a map and have
 LB0083.an estimated accuracy of +/- 6 seconds.
 LB0083
 LB0083.The orthometric height was determined by differential leveling and
 LB0083.adjusted by the NATIONAL GEODETIC SURVEY
 LB0083.in June 1991.
 LB0083
 LB0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0083.GEOID18 height accuracy estimate available here.
 LB0083
 LB0083.Click photographs - Photos may exist for this station.
 LB0083
 LB0083.The dynamic height is computed by dividing the NAVD 88
 LB0083.geopotential number by the normal gravity value computed on the
 LB0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0083.degrees latitude (g = 980.6199 gals.).
 LB0083
 LB0083.The modeled gravity was interpolated from observed gravity values.
 LB0083
 LB0083;                    North         East    Units  Estimated Accuracy
 LB0083;SPC IN E     -   591,740.       56,070.      MT  (+/- 180 meters Scaled)
 LB0083
 LB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK689921(NAD 83)
 LB0083
 LB0083                          SUPERSEDED SURVEY CONTROL
 LB0083
 LB0083  NGVD 29 (??/??/92)  248.080  (m)          813.91   (f) ADJ UNCH    2 0
 LB0083
 LB0083.Superseded values are not recommended for survey control.
 LB0083
 LB0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0083.See file dsdata.pdf to determine how the superseded data were derived.
 LB0083
 LB0083_MARKER: DB = BENCH MARK DISK
 LB0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0083_SP_SET: WATER TOWER BASE
 LB0083_STAMPING: B 91 1938
 LB0083_MARK LOGO: CGS
 LB0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0083
 LB0083  HISTORY     - Date     Condition        Report By
 LB0083  HISTORY     - 1938     MONUMENTED       CGS
 LB0083  HISTORY     - 1946     GOOD             CGS
 LB0083
 LB0083                          STATION DESCRIPTION
 LB0083
 LB0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0083'AT GALVESTON.
 LB0083'AT GALVESTON, AT THE CITY WATER TOWER, SET IN THE TOP OF THE
 LB0083'NORTHEAST CORNER OF THE CONCRETE BASE OF A 48 INCH WATER
 LB0083'STANDPIPE, 1 FOOT NORTHEAST OF THE NORTHEAST SIDE OF THE WATER
 LB0083'STANDPIPE, AND INSIDE THE 6 FOOT FENCE, 1.5 FEET ABOVE THE
 LB0083'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1855 ***********************************************************************
 JZ1855  DESIGNATION -  B 93
 JZ1855  PID         -  JZ1855
 JZ1855  STATE/COUNTY-  IN/JENNINGS
 JZ1855  COUNTRY     -  US
 JZ1855  USGS QUAD   -  HOLTON (2019)
 JZ1855
 JZ1855                         *CURRENT SURVEY CONTROL
 JZ1855  ______________________________________________________________________
 JZ1855* NAD 83(1986) POSITION- 39 03 31.99   (N) 085 28 01.01   (W)   HD_HELD1
 JZ1855* NAVD 88 ORTHO HEIGHT -   257.303 (meters)      844.17  (feet) POSTED
 JZ1855  ______________________________________________________________________
 JZ1855  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ1855  DYNAMIC HEIGHT  -        257.14  (meters)      843.6   (feet) COMP
 JZ1855  MODELED GRAVITY -    979,974.6   (mgal)                       NAVD 88
 JZ1855
 JZ1855  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1855
 JZ1855.The horizontal coordinates were determined by differentially corrected
 JZ1855.hand held GPS observations or other comparable positioning techniques
 JZ1855.and have an estimated accuracy of +/- 3 meters.
 JZ1855
 JZ1855.The orthometric height was determined by differential leveling
 JZ1855.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1855
 JZ1855.* This is a POSTED BENCH MARK height.
 JZ1855
 JZ1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1855.GEOID18 height accuracy estimate available here.
 JZ1855
 JZ1855.Click photographs - Photos may exist for this station.
 JZ1855
 JZ1855.The dynamic height is computed by dividing the NAVD 88
 JZ1855.geopotential number by the normal gravity value computed on the
 JZ1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1855.degrees latitude (g = 980.6199 gals.).
 JZ1855
 JZ1855.The modeled gravity was interpolated from observed gravity values.
 JZ1855
 JZ1855;                    North         East    Units  Estimated Accuracy
 JZ1855;SPC IN E     -   423,052.4     117,286.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1855
 JZ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3264224429(NAD 83)
 JZ1855
 JZ1855                          SUPERSEDED SURVEY CONTROL
 JZ1855
 JZ1855  NGVD 29 (??/??/92)  257.428  (m)          844.58   (f) ADJ UNCH    1 2
 JZ1855
 JZ1855.Superseded values are not recommended for survey control.
 JZ1855
 JZ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1855.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1855
 JZ1855_MARKER: DB = BENCH MARK DISK
 JZ1855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1855_SP_SET: CULVERT HEADWALL
 JZ1855_STAMPING: B 93 1938
 JZ1855_MARK LOGO: CGS
 JZ1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1855+STABILITY: SURFACE MOTION
 JZ1855
 JZ1855  HISTORY     - Date     Condition        Report By
 JZ1855  HISTORY     - 1938     MONUMENTED       CGS
 JZ1855
 JZ1855                          STATION DESCRIPTION
 JZ1855
 JZ1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1855'9.8 MI E FROM NORTH VERNON.
 JZ1855'9.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1855'STATION AT NORTH VERNON, JENNINGS COUNTY, 140 FEET SOUTH OF POLE
 JZ1855'62/30, 190 FEET SOUTH OF THE SOUTH RAIL, AT A CONCRETE CULVERT
 JZ1855'UNDER U.S. HIGHWAY 50, IN THE TOP OF THE SOUTHEAST END OF THE
 JZ1855'HEADWALL, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 JZ1855'WEST OF A SECTION-LINE ROAD, ABOUT 4 FEET LOWER THAN THE
 JZ1855'TRACK, AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  A
 JZ1855'STANDARD DISK, STAMPED B 93 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0777 ***********************************************************************
 LB0777  DESIGNATION -  B 94
 LB0777  PID         -  LB0777
 LB0777  STATE/COUNTY-  IN/TIPPECANOE
 LB0777  COUNTRY     -  US
 LB0777  USGS QUAD   -  ROMNEY (2019)
 LB0777
 LB0777                         *CURRENT SURVEY CONTROL
 LB0777  ______________________________________________________________________
 LB0777* NAD 83(1986) POSITION- 40 21 55.     (N) 086 57 42.     (W)   SCALED
 LB0777* NAVD 88 ORTHO HEIGHT -   186.960 (meters)      613.38  (feet) ADJUSTED
 LB0777  ______________________________________________________________________
 LB0777  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 LB0777  DYNAMIC HEIGHT  -        186.869 (meters)      613.09  (feet) COMP
 LB0777  MODELED GRAVITY -    980,132.9   (mgal)                       NAVD 88
 LB0777
 LB0777  VERT ORDER      -  SECOND    CLASS 0
 LB0777
 LB0777.The horizontal coordinates were scaled from a map and have
 LB0777.an estimated accuracy of +/- 6 seconds.
 LB0777
 LB0777.The orthometric height was determined by differential leveling and
 LB0777.adjusted by the NATIONAL GEODETIC SURVEY
 LB0777.in June 1991.
 LB0777
 LB0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0777.GEOID18 height accuracy estimate available here.
 LB0777
 LB0777.Click photographs - Photos may exist for this station.
 LB0777
 LB0777.The dynamic height is computed by dividing the NAVD 88
 LB0777.geopotential number by the normal gravity value computed on the
 LB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0777.degrees latitude (g = 980.6199 gals.).
 LB0777
 LB0777.The modeled gravity was interpolated from observed gravity values.
 LB0777
 LB0777;                    North         East    Units  Estimated Accuracy
 LB0777;SPC IN W     -   568,080.      910,330.      MT  (+/- 180 meters Scaled)
 LB0777
 LB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK032683(NAD 83)
 LB0777
 LB0777                          SUPERSEDED SURVEY CONTROL
 LB0777
 LB0777  NGVD 29 (??/??/92)  187.047  (m)          613.67   (f) ADJ UNCH    2 0
 LB0777
 LB0777.Superseded values are not recommended for survey control.
 LB0777
 LB0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0777.See file dsdata.pdf to determine how the superseded data were derived.
 LB0777
 LB0777_MARKER: DB = BENCH MARK DISK
 LB0777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0777_SP_SET: CULVERT HEADWALL
 LB0777_STAMPING: B 94 1946
 LB0777_MARK LOGO: CGS
 LB0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0777+STABILITY: SURFACE MOTION
 LB0777
 LB0777  HISTORY     - Date     Condition        Report By
 LB0777  HISTORY     - 1946     MONUMENTED       CGS
 LB0777  HISTORY     - 1966     GOOD             CGS
 LB0777
 LB0777                          STATION DESCRIPTION
 LB0777
 LB0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0777'1 MI SW FROM SHADELAND.
 LB0777'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE PLAINS
 LB0777'GRANGE BUILDING AT SHADELAND, SET IN THE SOUTHEAST CONCRETE
 LB0777'HEAD WALL OF AN 18 INCH CORRUGATED PIPE CULVERT, 19.6 FEET
 LB0777'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 LB0777'OF THE NORTHEAST END OF THE HEAD WALL, AND ABOUT 0.5 FOOT
 LB0777'BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED B 94 1946.
 LB0777
 LB0777                          STATION RECOVERY (1966)
 LB0777
 LB0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1909 ***********************************************************************
 JZ1909  DESIGNATION -  B 94
 JZ1909  PID         -  JZ1909
 JZ1909  STATE/COUNTY-  IN/DEARBORN
 JZ1909  COUNTRY     -  US
 JZ1909  USGS QUAD   -  DILLSBORO (2019)
 JZ1909
 JZ1909                         *CURRENT SURVEY CONTROL
 JZ1909  ______________________________________________________________________
 JZ1909* NAD 83(1986) POSITION- 39 06 37.     (N) 085 06 01.     (W)   SCALED
 JZ1909* NAVD 88 ORTHO HEIGHT -   285.858 (meters)      937.85  (feet) POSTED
 JZ1909  ______________________________________________________________________
 JZ1909  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ1909  DYNAMIC HEIGHT  -        285.67  (meters)      937.2   (feet) COMP
 JZ1909  MODELED GRAVITY -    979,977.6   (mgal)                       NAVD 88
 JZ1909
 JZ1909  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1909
 JZ1909.The horizontal coordinates were scaled from a map and have
 JZ1909.an estimated accuracy of +/- 6 seconds.
 JZ1909
 JZ1909.The orthometric height was determined by differential leveling
 JZ1909.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1909
 JZ1909.* This is a POSTED BENCH MARK height.
 JZ1909
 JZ1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1909.GEOID18 height accuracy estimate available here.
 JZ1909
 JZ1909.Click photographs - Photos may exist for this station.
 JZ1909
 JZ1909.The dynamic height is computed by dividing the NAVD 88
 JZ1909.geopotential number by the normal gravity value computed on the
 JZ1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1909.degrees latitude (g = 980.6199 gals.).
 JZ1909
 JZ1909.The modeled gravity was interpolated from observed gravity values.
 JZ1909
 JZ1909;                    North         East    Units  Estimated Accuracy
 JZ1909;SPC IN E     -   428,890.      148,990.      MT  (+/- 180 meters Scaled)
 JZ1909
 JZ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ642307(NAD 83)
 JZ1909
 JZ1909                          SUPERSEDED SURVEY CONTROL
 JZ1909
 JZ1909  NGVD 29 (??/??/92)  286.025  (m)          938.40   (f) ADJ UNCH    1 2
 JZ1909
 JZ1909.Superseded values are not recommended for survey control.
 JZ1909
 JZ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1909.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1909
 JZ1909_MARKER: DB = BENCH MARK DISK
 JZ1909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1909_SP_SET: ABUTMENT
 JZ1909_STAMPING: B 94 1938
 JZ1909_MARK LOGO: CGS
 JZ1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1909
 JZ1909  HISTORY     - Date     Condition        Report By
 JZ1909  HISTORY     - 1938     MONUMENTED       CGS
 JZ1909
 JZ1909                          STATION DESCRIPTION
 JZ1909
 JZ1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1909'6.7 MI W FROM DILLSBORO.
 JZ1909'IN DEARBORN COUNTY, 6.7 MILES WEST ALONG THE BALTIMORE AND
 JZ1909'OHIO RAILROAD FROM THE STATION AT DILLSBORO, DEARBORN COUNTY,
 JZ1909'1.9 MILES EAST OF MILAN, RIPLEY COUNTY, 0.3 MILE EAST OF A ROAD
 JZ1909'CROSSING, AT A TRESTLE, IN THE TOP OF THE SECOND STEP AT THE
 JZ1909'SOUTH END OF THE WEST STONE ABUTMENT, 50 FEET SOUTHWEST OF
 JZ1909'POLE 40/25, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET
 JZ1909'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1714 ***********************************************************************
 LB1714  DESIGNATION -  B 95
 LB1714  PID         -  LB1714
 LB1714  STATE/COUNTY-  IN/WARREN
 LB1714  COUNTRY     -  US
 LB1714  USGS QUAD   -  OTTERBEIN (2019)
 LB1714
 LB1714                         *CURRENT SURVEY CONTROL
 LB1714  ______________________________________________________________________
 LB1714* NAD 83(1986) POSITION- 40 25 52.     (N) 087 06 44.     (W)   SCALED
 LB1714* NAVD 88 ORTHO HEIGHT -   202.687 (meters)      664.98  (feet) ADJUSTED
 LB1714  ______________________________________________________________________
 LB1714  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LB1714  DYNAMIC HEIGHT  -        202.588 (meters)      664.66  (feet) COMP
 LB1714  MODELED GRAVITY -    980,129.4   (mgal)                       NAVD 88
 LB1714
 LB1714  VERT ORDER      -  SECOND    CLASS 0
 LB1714
 LB1714.The horizontal coordinates were scaled from a map and have
 LB1714.an estimated accuracy of +/- 6 seconds.
 LB1714
 LB1714.The orthometric height was determined by differential leveling and
 LB1714.adjusted by the NATIONAL GEODETIC SURVEY
 LB1714.in June 1991.
 LB1714
 LB1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1714.GEOID18 height accuracy estimate available here.
 LB1714
 LB1714.Click photographs - Photos may exist for this station.
 LB1714
 LB1714.The dynamic height is computed by dividing the NAVD 88
 LB1714.geopotential number by the normal gravity value computed on the
 LB1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1714.degrees latitude (g = 980.6199 gals.).
 LB1714
 LB1714.The modeled gravity was interpolated from observed gravity values.
 LB1714
 LB1714;                    North         East    Units  Estimated Accuracy
 LB1714;SPC IN W     -   575,390.      897,550.      MT  (+/- 180 meters Scaled)
 LB1714
 LB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK904756(NAD 83)
 LB1714
 LB1714                          SUPERSEDED SURVEY CONTROL
 LB1714
 LB1714  NGVD 29 (??/??/92)  202.763  (m)          665.23   (f) ADJ UNCH    2 0
 LB1714
 LB1714.Superseded values are not recommended for survey control.
 LB1714
 LB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1714.See file dsdata.pdf to determine how the superseded data were derived.
 LB1714
 LB1714_MARKER: DB = BENCH MARK DISK
 LB1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1714_STAMPING: B 95 1946
 LB1714_MARK LOGO: CGS
 LB1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1714+STABILITY: SURFACE MOTION
 LB1714
 LB1714  HISTORY     - Date     Condition        Report By
 LB1714  HISTORY     - 1946     MONUMENTED       CGS
 LB1714
 LB1714                          STATION DESCRIPTION
 LB1714
 LB1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1714'1.2 MI N FROM GREEN HILL.
 LB1714'ABOUT 1.25 MILES NORTH ALONG A GRAVEL ROAD FROM THE MASONIC
 LB1714'BUILDING AT GREEN HILL, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LB1714'WEST, 0.3 MILE NORTH OF THE ARMSTRONG CHURCH AND CEMETERY, 60
 LB1714'FEET SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 59, 34
 LB1714'FEET SOUTH OF THE WEST ROAD, 26 FEET WEST OF THE MAIN ROAD, 11
 LB1714'FEET SOUTH OF A FENCE CORNER POST, 2 FEET NORTH OF A WHITE WOODEN
 LB1714'WITNESS POST, AND ABOUT 1 FOOT BELOW THE ROAD.  A STANDARD DISK,
 LB1714'STAMPED B 95 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1714'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1687 ***********************************************************************
 LB1687  DESIGNATION -  B 96
 LB1687  PID         -  LB1687
 LB1687  STATE/COUNTY-  IN/MONTGOMERY
 LB1687  COUNTRY     -  US
 LB1687  USGS QUAD   -  WINGATE (2019)
 LB1687
 LB1687                         *CURRENT SURVEY CONTROL
 LB1687  ______________________________________________________________________
 LB1687* NAD 83(1986) POSITION- 40 10 33.8    (N) 087 04 24.1    (W)   HD_HELD2
 LB1687* NAVD 88 ORTHO HEIGHT -   234.465 (meters)      769.24  (feet) ADJUSTED
 LB1687  ______________________________________________________________________
 LB1687  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 LB1687  DYNAMIC HEIGHT  -        234.343 (meters)      768.84  (feet) COMP
 LB1687  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 LB1687
 LB1687  VERT ORDER      -  SECOND    CLASS 0
 LB1687
 LB1687.The horizontal coordinates were established by autonomous hand held GPS
 LB1687.observations and have an estimated accuracy of +/- 10 meters.
 LB1687
 LB1687.The orthometric height was determined by differential leveling and
 LB1687.adjusted by the NATIONAL GEODETIC SURVEY
 LB1687.in June 1991.
 LB1687
 LB1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1687.GEOID18 height accuracy estimate available here.
 LB1687
 LB1687.Click photographs - Photos may exist for this station.
 LB1687
 LB1687.The dynamic height is computed by dividing the NAVD 88
 LB1687.geopotential number by the normal gravity value computed on the
 LB1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1687.degrees latitude (g = 980.6199 gals.).
 LB1687
 LB1687.The modeled gravity was interpolated from observed gravity values.
 LB1687
 LB1687;                    North         East    Units  Estimated Accuracy
 LB1687;SPC IN W     -   547,066.      900,849.      MT  (+/- 10 meters HH2 GPS)
 LB1687
 LB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9375447300(NAD 83)
 LB1687
 LB1687                          SUPERSEDED SURVEY CONTROL
 LB1687
 LB1687  NGVD 29 (??/??/92)  234.543  (m)          769.50   (f) ADJ UNCH    2 0
 LB1687
 LB1687.Superseded values are not recommended for survey control.
 LB1687
 LB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1687.See file dsdata.pdf to determine how the superseded data were derived.
 LB1687
 LB1687_MARKER: DB = BENCH MARK DISK
 LB1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1687_STAMPING: B 96 1946
 LB1687_MARK LOGO: CGS
 LB1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1687+STABILITY: SURFACE MOTION
 LB1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1687+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 LB1687
 LB1687  HISTORY     - Date     Condition        Report By
 LB1687  HISTORY     - 1946     MONUMENTED       CGS
 LB1687  HISTORY     - 20100623 GOOD             BFSINC
 LB1687
 LB1687                          STATION DESCRIPTION
 LB1687
 LB1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1687'AT WINGATE.
 LB1687'AT WINGATE, ABOUT 0.3 MILE NORTHWEST OF THE POST OFFICE, AT THE
 LB1687'JUNCTION OF STATE HIGHWAYS 25 AND 55, AT THE EAST EDGE OF A
 LB1687'CEMETERY, ABOUT 110 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 LB1687'42 FEET SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY, 20 FEET
 LB1687'WEST OF THE CENTER LINE OF HIGHWAY 25, 3 FEET WEST OF A TELEPHONE
 LB1687'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB1687'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 96 1946 AND SET IN
 LB1687'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB1687
 LB1687                          STATION RECOVERY (2010)
 LB1687
 LB1687'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (GKG)
 LB1687'MONUMENT WAS RECOVERED WITH AID OF ORIGINAL DESCRIPTION.  TELEPHONE
 LB1687'POLE AND WITNESS POST NO LONGER REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1666 ***********************************************************************
 LB1666  DESIGNATION -  B 97
 LB1666  PID         -  LB1666
 LB1666  STATE/COUNTY-  IN/WARREN
 LB1666  COUNTRY     -  US
 LB1666  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1666
 LB1666                         *CURRENT SURVEY CONTROL
 LB1666  ______________________________________________________________________
 LB1666* NAD 83(1986) POSITION- 40 16 47.     (N) 087 20 34.     (W)   SCALED
 LB1666* NAVD 88 ORTHO HEIGHT -   213.662 (meters)      700.99  (feet) ADJUSTED
 LB1666  ______________________________________________________________________
 LB1666  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 LB1666  DYNAMIC HEIGHT  -        213.554 (meters)      700.64  (feet) COMP
 LB1666  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 LB1666
 LB1666  VERT ORDER      -  SECOND    CLASS 0
 LB1666
 LB1666.The horizontal coordinates were scaled from a map and have
 LB1666.an estimated accuracy of +/- 6 seconds.
 LB1666
 LB1666.The orthometric height was determined by differential leveling and
 LB1666.adjusted by the NATIONAL GEODETIC SURVEY
 LB1666.in June 1991.
 LB1666
 LB1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1666.GEOID18 height accuracy estimate available here.
 LB1666
 LB1666.Click photographs - Photos may exist for this station.
 LB1666
 LB1666.The dynamic height is computed by dividing the NAVD 88
 LB1666.geopotential number by the normal gravity value computed on the
 LB1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1666.degrees latitude (g = 980.6199 gals.).
 LB1666
 LB1666.The modeled gravity was interpolated from observed gravity values.
 LB1666
 LB1666;                    North         East    Units  Estimated Accuracy
 LB1666;SPC IN W     -   558,610.      877,940.      MT  (+/- 180 meters Scaled)
 LB1666
 LB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708588(NAD 83)
 LB1666
 LB1666                          SUPERSEDED SURVEY CONTROL
 LB1666
 LB1666  NGVD 29 (??/??/92)  213.718  (m)          701.17   (f) ADJ UNCH    2 0
 LB1666
 LB1666.Superseded values are not recommended for survey control.
 LB1666
 LB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1666.See file dsdata.pdf to determine how the superseded data were derived.
 LB1666
 LB1666_MARKER: DB = BENCH MARK DISK
 LB1666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1666_SP_SET: BOX CULVERT HEADWALL
 LB1666_STAMPING: B 97 1946
 LB1666_MARK LOGO: CGS
 LB1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1666+STABILITY: SURFACE MOTION
 LB1666
 LB1666  HISTORY     - Date     Condition        Report By
 LB1666  HISTORY     - 1946     MONUMENTED       CGS
 LB1666
 LB1666                          STATION DESCRIPTION
 LB1666
 LB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1666'2.8 MI SW FROM WILLIAMSPORT.
 LB1666'ABOUT 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT
 LB1666'HOUSE AT WILLIAMSPORT, 0.25 MILE WEST OF A CROSS ROAD, SET IN
 LB1666'THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 3 FOOT CONCRETE
 LB1666'BOX CULVERT, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23
 LB1666'FEET SOUTHEAST OF POWER POLE NO. 34 289, 0.9 FOOT WEST OF THE
 LB1666'EAST END OF THE HEAD WALL, AND ABOUT 4 FEET BELOW THE HIGHWAY.
 LB1666'A STANDARD DISK, STAMPED B 97 1946.  THIS MARK CAN BE REACHED
 LB1666'FROM THE POST OFFICE AT WEST LEBANON BY GOING ABOUT 0.5 MILE
 LB1666'NORTH ALONG STATE HIGHWAY 63, THENCE ABOUT 2.3 MILES EAST ALONG
 LB1666'STATE HIGHWAY 28.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1473 ***********************************************************************
 LB1473  DESIGNATION -  B 98
 LB1473  PID         -  LB1473
 LB1473  STATE/COUNTY-  IN/BENTON
 LB1473  COUNTRY     -  US
 LB1473  USGS QUAD   -  FOWLER (2019)
 LB1473
 LB1473                         *CURRENT SURVEY CONTROL
 LB1473  ______________________________________________________________________
 LB1473* NAD 83(1986) POSITION- 40 30 29.     (N) 087 15 18.     (W)   SCALED
 LB1473* NAVD 88 ORTHO HEIGHT -   223.898 (meters)      734.57  (feet) ADJUSTED
 LB1473  ______________________________________________________________________
 LB1473  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 LB1473  DYNAMIC HEIGHT  -        223.786 (meters)      734.20  (feet) COMP
 LB1473  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 LB1473
 LB1473  VERT ORDER      -  SECOND    CLASS 0
 LB1473
 LB1473.The horizontal coordinates were scaled from a map and have
 LB1473.an estimated accuracy of +/- 6 seconds.
 LB1473
 LB1473.The orthometric height was determined by differential leveling and
 LB1473.adjusted by the NATIONAL GEODETIC SURVEY
 LB1473.in June 1991.
 LB1473
 LB1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1473.GEOID18 height accuracy estimate available here.
 LB1473
 LB1473.Click photographs - Photos may exist for this station.
 LB1473
 LB1473.The dynamic height is computed by dividing the NAVD 88
 LB1473.geopotential number by the normal gravity value computed on the
 LB1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1473.degrees latitude (g = 980.6199 gals.).
 LB1473
 LB1473.The modeled gravity was interpolated from observed gravity values.
 LB1473
 LB1473;                    North         East    Units  Estimated Accuracy
 LB1473;SPC IN W     -   583,940.      885,450.      MT  (+/- 180 meters Scaled)
 LB1473
 LB1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK783841(NAD 83)
 LB1473
 LB1473                          SUPERSEDED SURVEY CONTROL
 LB1473
 LB1473  NGVD 29 (??/??/92)  223.959  (m)          734.77   (f) ADJ UNCH    2 0
 LB1473
 LB1473.Superseded values are not recommended for survey control.
 LB1473
 LB1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1473.See file dsdata.pdf to determine how the superseded data were derived.
 LB1473
 LB1473_MARKER: DB = BENCH MARK DISK
 LB1473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1473_SP_SET: CULVERT HEADWALL
 LB1473_STAMPING: B 98 1946
 LB1473_MARK LOGO: CGS
 LB1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1473+STABILITY: SURFACE MOTION
 LB1473
 LB1473  HISTORY     - Date     Condition        Report By
 LB1473  HISTORY     - 1946     MONUMENTED       CGS
 LB1473
 LB1473                          STATION DESCRIPTION
 LB1473
 LB1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1473'1 MI S FROM OXFORD.
 LB1473'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 LB1473'AT OXFORD, AT A T ROAD JUNCTION LEADING EAST, SET IN THE SOUTH
 LB1473'END OF THE WEST CONCRETE HEAD WALL OF A 7 FOOT CONCRETE CULVERT,
 LB1473'30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT IN
 LB1473'LINE WITH THE PROLONGED CENTER LINE OF THE ROAD EAST, AND
 LB1473'ABOUT 3 FEET BELOW THE CENTER OF THE HIGHWAY.  A STANDARD DISK,
 LB1473'STAMPED B 98 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1555 ***********************************************************************
 LB1555  DESIGNATION -  B 99
 LB1555  PID         -  LB1555
 LB1555  STATE/COUNTY-  IN/WARREN
 LB1555  COUNTRY     -  US
 LB1555  USGS QUAD   -  PINE VILLAGE (2019)
 LB1555
 LB1555                         *CURRENT SURVEY CONTROL
 LB1555  ______________________________________________________________________
 LB1555* NAD 83(1986) POSITION- 40 26 10.     (N) 087 21 44.     (W)   SCALED
 LB1555* NAVD 88 ORTHO HEIGHT -   212.422 (meters)      696.92  (feet) ADJUSTED
 LB1555  ______________________________________________________________________
 LB1555  GEOID HEIGHT    -        -33.268 (meters)                     GEOID18
 LB1555  DYNAMIC HEIGHT  -        212.316 (meters)      696.57  (feet) COMP
 LB1555  MODELED GRAVITY -    980,123.0   (mgal)                       NAVD 88
 LB1555
 LB1555  VERT ORDER      -  SECOND    CLASS 0
 LB1555
 LB1555.The horizontal coordinates were scaled from a map and have
 LB1555.an estimated accuracy of +/- 6 seconds.
 LB1555
 LB1555.The orthometric height was determined by differential leveling and
 LB1555.adjusted by the NATIONAL GEODETIC SURVEY
 LB1555.in June 1991.
 LB1555
 LB1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1555.GEOID18 height accuracy estimate available here.
 LB1555
 LB1555.Click photographs - Photos may exist for this station.
 LB1555
 LB1555.The dynamic height is computed by dividing the NAVD 88
 LB1555.geopotential number by the normal gravity value computed on the
 LB1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1555.degrees latitude (g = 980.6199 gals.).
 LB1555
 LB1555.The modeled gravity was interpolated from observed gravity values.
 LB1555
 LB1555;                    North         East    Units  Estimated Accuracy
 LB1555;SPC IN W     -   575,980.      876,340.      MT  (+/- 180 meters Scaled)
 LB1555
 LB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK692762(NAD 83)
 LB1555
 LB1555                          SUPERSEDED SURVEY CONTROL
 LB1555
 LB1555  NGVD 29 (??/??/92)  212.475  (m)          697.10   (f) ADJ UNCH    2 0
 LB1555
 LB1555.Superseded values are not recommended for survey control.
 LB1555
 LB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1555.See file dsdata.pdf to determine how the superseded data were derived.
 LB1555
 LB1555_MARKER: DB = BENCH MARK DISK
 LB1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1555_SP_SET: CULVERT
 LB1555_STAMPING: B 99 1946
 LB1555_MARK LOGO: CGS
 LB1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1555+STABILITY: SURFACE MOTION
 LB1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1555+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2018
 LB1555
 LB1555  HISTORY     - Date     Condition        Report By
 LB1555  HISTORY     - 1946     MONUMENTED       CGS
 LB1555  HISTORY     - 1970     GOOD             NGS
 LB1555  HISTORY     - 20181112 GOOD             INDIV
 LB1555
 LB1555                          STATION DESCRIPTION
 LB1555
 LB1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1555'5.4 MI N FROM CARBONDALE.
 LB1555'5.35 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD AT
 LB1555'CARBONDALE, ABOUT 5.85 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM
 LB1555'ITS CROSSING WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1555'AT BOSWELL, BENTON COUNTY, 0.3 MILE SOUTH OF A CROSS ROAD, SET
 LB1555'IN THE NORTH END OF THE WEST HEAD WALL OF A 16 INCH CONCRETE
 LB1555'CULVERT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 LB1555'FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 2.5
 LB1555'FEET BELOW THE ROAD LEVEL.  NOTE-- IT IS POSSIBLE THAT THIS
 LB1555'MARK WILL HAVED TO BE MOVED WITHIN THE NEXT 2 YEARS DUE TO
 LB1555'CONSTRUCTION OF THE HIGHWAY.
 LB1555
 LB1555                          STATION RECOVERY (2018)
 LB1555
 LB1555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BLN)
 LB1555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0380 ***********************************************************************
 JA0380  DESIGNATION -  BACON
 JA0380  PID         -  JA0380
 JA0380  STATE/COUNTY-  IN/ORANGE
 JA0380  COUNTRY     -  US
 JA0380  USGS QUAD   -  VALEENE (2019)
 JA0380
 JA0380                         *CURRENT SURVEY CONTROL
 JA0380  ______________________________________________________________________
 JA0380* NAD 83(1997) POSITION- 38 23 52.94992(N) 086 26 51.80135(W)   ADJUSTED
 JA0380* NAVD 88 ORTHO HEIGHT -   265.284 (meters)      870.35  (feet) ADJUSTED
 JA0380  ______________________________________________________________________
 JA0380  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 JA0380  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JA0380  DYNAMIC HEIGHT  -        265.097 (meters)      869.74  (feet) COMP
 JA0380  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 JA0380
 JA0380  HORZ ORDER      -  SECOND
 JA0380  VERT ORDER      -  FIRST     CLASS II
 JA0380
 JA0380.The horizontal coordinates were established by classical geodetic methods
 JA0380.and adjusted by the National Geodetic Survey in May 1999.
 JA0380
 JA0380.The orthometric height was determined by differential leveling and
 JA0380.adjusted by the NATIONAL GEODETIC SURVEY
 JA0380.in June 1991.
 JA0380
 JA0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0380.GEOID18 height accuracy estimate available here.
 JA0380
 JA0380.Click photographs - Photos may exist for this station.
 JA0380
 JA0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0380
 JA0380.The dynamic height is computed by dividing the NAVD 88
 JA0380.geopotential number by the normal gravity value computed on the
 JA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0380.degrees latitude (g = 980.6199 gals.).
 JA0380
 JA0380.The modeled gravity was interpolated from observed gravity values.
 JA0380
 JA0380. The following values were computed from the NAD 83(1997) position.
 JA0380
 JA0380;                    North         East     Units Scale Factor Converg.
 JA0380;SPC IN W     -   349,866.566   955,522.567   MT  1.00000462   +0 23 41.3
 JA0380;SPC IN W     - 1,147,853.89  3,134,910.29   sFT  1.00000462   +0 23 41.3
 JA0380;UTM  16      - 4,250,124.433   548,225.397   MT  0.99962864   +0 20 34.9
 JA0380
 JA0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0380!SPC IN W     -   0.99996361  x   1.00000462  =   0.99996823
 JA0380!UTM  16      -   0.99996361  x   0.99962864  =   0.99959226
 JA0380
 JA0380:                Primary Azimuth Mark                     Grid Az
 JA0380:SPC IN W     -  BACON AZ MK                              342 49 23.3
 JA0380:UTM  16      -  BACON AZ MK                              342 52 29.7
 JA0380
 JA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4822550124(NAD 83)
 JA0380
 JA0380|---------------------------------------------------------------------|
 JA0380| PID    Reference Object                     Distance      Geod. Az  |
 JA0380|                                                           dddmmss.s |
 JA0380| JA0381 BACON RM 1                           34.990 METERS 22642     |
 JA0380| JA0379 BACON RM 2                           18.165 METERS 32113     |
 JA0380| JA0378 BACON AZ MK                                        3431304.6 |
 JA0380|---------------------------------------------------------------------|
 JA0380
 JA0380                          SUPERSEDED SURVEY CONTROL
 JA0380
 JA0380  NAD 83(1993)-  38 23 52.95373(N)    086 26 51.80438(W) AD(       ) 2
 JA0380  NAD 83(1986)-  38 23 52.95563(N)    086 26 51.80567(W) AD(       ) 2
 JA0380  NAD 27      -  38 23 52.74400(N)    086 26 51.86800(W) AD(       ) 2
 JA0380  NGVD 29 (??/??/92)  265.386  (m)          870.69   (f) ADJ UNCH    1 2
 JA0380  NGVD 29             265.38   (m)          870.7    (f) LEVELING    3  
 JA0380
 JA0380.Superseded values are not recommended for survey control.
 JA0380
 JA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0380.See file dsdata.pdf to determine how the superseded data were derived.
 JA0380
 JA0380_MARKER: DS = TRIANGULATION STATION DISK
 JA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0380_STAMPING: BACON 1946
 JA0380_MARK LOGO: CGS
 JA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0380+STABILITY: SURFACE MOTION
 JA0380
 JA0380  HISTORY     - Date     Condition        Report By
 JA0380  HISTORY     - 1946     MONUMENTED       CGS
 JA0380  HISTORY     - 1965     GOOD             CGS
 JA0380  HISTORY     - 1965     GOOD             CGS
 JA0380
 JA0380                          STATION DESCRIPTION
 JA0380
 JA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0380'THIS STATION IS BESIDE STATE HIGHWAY 37, ABOUT 1/4 MILE NORTH FROM
 JA0380'THE COUNTYLINE AND ABOUT 1-1/2 MILES SOUTHWEST FROM BACON
 JA0380'SETTLEMENT, IT IS ABOUT 10 MILES AIRLINE SOUTH FROM PAOLI, AT THE TOP
 JA0380'OF THE MAIN DIVIDE OUTSIDE A CURVE OF THE HIGHWAY THAT GOES DOWN
 JA0380'INTO THE VALLEY TO THE SOUTH, 20.6 FEET EAST OF THE CENTERLINE OF THE
 JA0380'HIGHWAY AND 4 FEET SOUTH OF A TELEPHONE POLE. THE MARK
 JA0380'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BACON 1946.
 JA0380'
 JA0380'REFERENCE MARK NO. 2 IS 59.60 FEET NORTH-NORTHWEST OF THE STATION, 27
 JA0380'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 JA0380'FEET NORTHWEST OF A TELEPHONE POLE. THE MARK PROJECTS 6 INCHES AND
 JA0380'THE DISK IS STAMPED BACON NO 2 1946.
 JA0380'
 JA0380'REFERENCE MARK NO. 1 IS 114.80 FEET SOUTHWEST OF THE STATION, 24 FEET
 JA0380'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 JA0380'NORTHEAST OF A TELEPHONE POLE. THE MARK PROJECTS 6 INCHES AND THE
 JA0380'DISK IS STAMPED BACON NO 1 1946.
 JA0380'
 JA0380'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 5.6 FEET
 JA0380'SOUTHEAST OF A WHITE WITNESS POST, 5 FEET SOUTHWEST OF A WIRE
 JA0380'FENCE, AND 225 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. THE
 JA0380'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BACON 1946.
 JA0380'
 JA0380'TO REACH FROM THE CITY SQUARE IN PAOLI, GO SOUTH ON STATE HIGHWAY 37
 JA0380'FOR 12.6 MILES TO THE TOP OF THE MAIN DIVIDE SOUTH OF THE
 JA0380'PATOKA RIVER AND A CURVE TO THE RIGHT AND THE STATION ON THE LEFT.
 JA0380'
 JA0380'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0380
 JA0380                          STATION RECOVERY (1965)
 JA0380
 JA0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0380'THE STATION MARK, STAMPED BACON 1946, IS ABOUT 5.0 MILES NORTH ALONG
 JA0380'STATE HIGHWAY 65 FROM THE POST OFFICE AT ENGLISH, IN SECTION 30,
 JA0380'T 1 S, R 1 E, 72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 64
 JA0380'FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF
 JA0380'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0380'INCHES.
 JA0380'
 JA0380'R.M. 1, STAMPED BACON 1946 1, IS 23 FEET WEST OF THE CENTER LINE OF
 JA0380'THE HIGHWAY, 3 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 JA0380'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0380'
 JA0380'R.M. 2, STAMPED BACON 1946 2, IS 25 FEET WEST OF THE CENTER LINE OF
 JA0380'THE HIGHWAY, 3-1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 2 FEET
 JA0380'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0380'POST PROJECTING 4 INCHES.
 JA0380'
 JA0380'THE AZIMUTH MARK, STAMPED BACON 1946 AZM, IS ABOUT 5.2 MILES NORTH
 JA0380'ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT ENGLISH, IN SECTION
 JA0380'30, T 1 S, R 1 E, 226 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0380'7-1/2 FEET NORTH OF A TRACK ROAD LEADING EAST, 94 FEET NORTHWEST
 JA0380'OF THE NORTHWEST CORNER OF A HOUSE NOW OWNED BY LOREN BUCHANAN, 51
 JA0380'FEET WEST OF THE NORTH CORNER OF A WOODEN GATE, ABOUT 5 FEET
 JA0380'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0380'POST PROJECTING 6 INCHES.
 JA0380
 JA0380                          STATION RECOVERY (1965)
 JA0380
 JA0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0380'5 MI N FROM ENGLISH.
 JA0380'5.0 MILES NORTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 JA0380'ENGLISH, IN SECTION 30, T 1 S, R 1 E, 72 FEET EAST OF THE CENTER
 JA0380'LINE OF THE HIGHWAY, 64 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT
 JA0380'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0380'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- ABOUT 1/2 OF THE DISK
 JA0380'AND 2/3 OF THE POST HAVE BEEN BROKEN OFF BY FARM MACHINERY BUT
 JA0380'THE MARK IS STILL SOLID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0378 ***********************************************************************
 JA0378  DESIGNATION -  BACON AZ MK
 JA0378  PID         -  JA0378
 JA0378  STATE/COUNTY-  IN/ORANGE
 JA0378  COUNTRY     -  US
 JA0378  USGS QUAD   -  VALEENE (2019)
 JA0378
 JA0378                         *CURRENT SURVEY CONTROL
 JA0378  ______________________________________________________________________
 JA0378* NAD 83(1986) POSITION- 38 24 02.     (N) 086 26 52.     (W)   SCALED
 JA0378* NAVD 88 ORTHO HEIGHT -   266.392 (meters)      873.99  (feet) ADJUSTED
 JA0378  ______________________________________________________________________
 JA0378  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 JA0378  DYNAMIC HEIGHT  -        266.204 (meters)      873.37  (feet) COMP
 JA0378  MODELED GRAVITY -    979,918.3   (mgal)                       NAVD 88
 JA0378
 JA0378  VERT ORDER      -  FIRST     CLASS II
 JA0378
 JA0378.The horizontal coordinates were scaled from a map and have
 JA0378.an estimated accuracy of +/- 6 seconds.
 JA0378
 JA0378.The orthometric height was determined by differential leveling and
 JA0378.adjusted by the NATIONAL GEODETIC SURVEY
 JA0378.in June 1991.
 JA0378
 JA0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0378.GEOID18 height accuracy estimate available here.
 JA0378
 JA0378.Click photographs - Photos may exist for this station.
 JA0378
 JA0378.The dynamic height is computed by dividing the NAVD 88
 JA0378.geopotential number by the normal gravity value computed on the
 JA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0378.degrees latitude (g = 980.6199 gals.).
 JA0378
 JA0378.The modeled gravity was interpolated from observed gravity values.
 JA0378
 JA0378;                    North         East    Units  Estimated Accuracy
 JA0378;SPC IN W     -   350,150.      955,520.      MT  (+/- 180 meters Scaled)
 JA0378
 JA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482504(NAD 83)
 JA0378
 JA0378                          SUPERSEDED SURVEY CONTROL
 JA0378
 JA0378  NGVD 29 (??/??/92)  266.494  (m)          874.32   (f) ADJ UNCH    1 2
 JA0378
 JA0378.Superseded values are not recommended for survey control.
 JA0378
 JA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0378.See file dsdata.pdf to determine how the superseded data were derived.
 JA0378
 JA0378_MARKER: DZ = AZIMUTH MARK DISK
 JA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0378_STAMPING: BACON 1946
 JA0378_MARK LOGO: CGS
 JA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0378+STABILITY: SURFACE MOTION
 JA0378
 JA0378  HISTORY     - Date     Condition        Report By
 JA0378  HISTORY     - 1946     MONUMENTED       CGS
 JA0378  HISTORY     - 1965     GOOD             CGS
 JA0378
 JA0378                          STATION DESCRIPTION
 JA0378
 JA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0378'5.2 MI N FROM ENGLISH.
 JA0378'5.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0378'ENGLISH, IN SECTION 30, T 1 S, R 1 E, 226 FEET WEST OF THE CENTER
 JA0378'LINE OF THE HIGHWAY, 7 1/2 FEET NORTH OF A TRACK ROAD LEADING
 JA0378'EAST, 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE NOW
 JA0378'OWNED BY LOREN BUCHANAN, 51 FEET WEST OF THE NORTH CORNER OF
 JA0378'A WOODEN GATE, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JA0378'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0381 ***********************************************************************
 JA0381  DESIGNATION -  BACON RM 1
 JA0381  PID         -  JA0381
 JA0381  STATE/COUNTY-  IN/ORANGE
 JA0381  COUNTRY     -  US
 JA0381  USGS QUAD   -  VALEENE (2019)
 JA0381
 JA0381                         *CURRENT SURVEY CONTROL
 JA0381  ______________________________________________________________________
 JA0381* NAD 83(1986) POSITION- 38 23 52.17   (N) 086 26 52.85   (W)   HD_HELD1
 JA0381* NAVD 88 ORTHO HEIGHT -   265.391 (meters)      870.70  (feet) ADJUSTED
 JA0381  ______________________________________________________________________
 JA0381  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 JA0381  DYNAMIC HEIGHT  -        265.204 (meters)      870.09  (feet) COMP
 JA0381  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 JA0381
 JA0381  VERT ORDER      -  FIRST     CLASS II
 JA0381
 JA0381.The horizontal coordinates were determined by differentially corrected
 JA0381.hand held GPS observations or other comparable positioning techniques
 JA0381.and have an estimated accuracy of +/- 3 meters.
 JA0381
 JA0381.The orthometric height was determined by differential leveling and
 JA0381.adjusted by the NATIONAL GEODETIC SURVEY
 JA0381.in June 1991.
 JA0381
 JA0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0381.GEOID18 height accuracy estimate available here.
 JA0381
 JA0381.Click photographs - Photos may exist for this station.
 JA0381
 JA0381.The dynamic height is computed by dividing the NAVD 88
 JA0381.geopotential number by the normal gravity value computed on the
 JA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0381.degrees latitude (g = 980.6199 gals.).
 JA0381
 JA0381.The modeled gravity was interpolated from observed gravity values.
 JA0381
 JA0381;                    North         East    Units  Estimated Accuracy
 JA0381;SPC IN W     -   349,842.3     955,497.3     MT  (+/- 3 meters HH1 GPS) 
 JA0381
 JA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4820050100(NAD 83)
 JA0381
 JA0381                          SUPERSEDED SURVEY CONTROL
 JA0381
 JA0381  NGVD 29 (??/??/92)  265.493  (m)          871.04   (f) ADJ UNCH    1 2
 JA0381
 JA0381.Superseded values are not recommended for survey control.
 JA0381
 JA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0381.See file dsdata.pdf to determine how the superseded data were derived.
 JA0381
 JA0381_MARKER: DR = REFERENCE MARK DISK
 JA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0381_STAMPING: BACON NO 1 1946
 JA0381_MARK LOGO: CGS
 JA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0381+STABILITY: SURFACE MOTION
 JA0381
 JA0381  HISTORY     - Date     Condition        Report By
 JA0381  HISTORY     - 1946     MONUMENTED       CGS
 JA0381  HISTORY     - 1965     GOOD             CGS
 JA0381
 JA0381                          STATION DESCRIPTION
 JA0381
 JA0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0381'5 MI N FROM ENGLISH.
 JA0381'5.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0381'ENGLISH, IN SECTION 30, T 1 S, R 1 E, 23 FEET WEST OF THE CENTER
 JA0381'LINE OF THE HIGHWAY, 3 FEET NORTH OF A TELEPHONE POLE, ABOUT
 JA0381'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0381'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0379 ***********************************************************************
 JA0379  DESIGNATION -  BACON RM 2
 JA0379  PID         -  JA0379
 JA0379  STATE/COUNTY-  IN/ORANGE
 JA0379  COUNTRY     -  US
 JA0379  USGS QUAD   -  VALEENE (2019)
 JA0379
 JA0379                         *CURRENT SURVEY CONTROL
 JA0379  ______________________________________________________________________
 JA0379* NAD 83(1986) POSITION- 38 23 53.41   (N) 086 26 52.27   (W)   HD_HELD1
 JA0379* NAVD 88 ORTHO HEIGHT -   265.017 (meters)      869.48  (feet) ADJUSTED
 JA0379  ______________________________________________________________________
 JA0379  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 JA0379  DYNAMIC HEIGHT  -        264.831 (meters)      868.87  (feet) COMP
 JA0379  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 JA0379
 JA0379  VERT ORDER      -  FIRST     CLASS II
 JA0379
 JA0379.The horizontal coordinates were determined by differentially corrected
 JA0379.hand held GPS observations or other comparable positioning techniques
 JA0379.and have an estimated accuracy of +/- 3 meters.
 JA0379
 JA0379.The orthometric height was determined by differential leveling and
 JA0379.adjusted by the NATIONAL GEODETIC SURVEY
 JA0379.in June 1991.
 JA0379
 JA0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0379.GEOID18 height accuracy estimate available here.
 JA0379
 JA0379.Click photographs - Photos may exist for this station.
 JA0379
 JA0379.The dynamic height is computed by dividing the NAVD 88
 JA0379.geopotential number by the normal gravity value computed on the
 JA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0379.degrees latitude (g = 980.6199 gals.).
 JA0379
 JA0379.The modeled gravity was interpolated from observed gravity values.
 JA0379
 JA0379;                    North         East    Units  Estimated Accuracy
 JA0379;SPC IN W     -   349,880.7     955,511.1     MT  (+/- 3 meters HH1 GPS) 
 JA0379
 JA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4821350138(NAD 83)
 JA0379
 JA0379                          SUPERSEDED SURVEY CONTROL
 JA0379
 JA0379  NGVD 29 (??/??/92)  265.120  (m)          869.81   (f) ADJ UNCH    1 2
 JA0379
 JA0379.Superseded values are not recommended for survey control.
 JA0379
 JA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0379.See file dsdata.pdf to determine how the superseded data were derived.
 JA0379
 JA0379_MARKER: DR = REFERENCE MARK DISK
 JA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0379_STAMPING: BACON NO 2 1946
 JA0379_MARK LOGO: CGS
 JA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0379+STABILITY: SURFACE MOTION
 JA0379
 JA0379  HISTORY     - Date     Condition        Report By
 JA0379  HISTORY     - 1946     MONUMENTED       CGS
 JA0379  HISTORY     - 1965     GOOD             CGS
 JA0379
 JA0379                          STATION DESCRIPTION
 JA0379
 JA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0379'5 MI N FROM ENGLISH.
 JA0379'5.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0379'ENGLISH, IN SECTION 30, T 1 S, R 1 E, 25 FEET WEST OF THE CENTER
 JA0379'LINE OF THE HIGHWAY, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 JA0379'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0379'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1904 ***********************************************************************
 JA1904  DESIGNATION -  BADEN AZ MK
 JA1904  PID         -  JA1904
 JA1904  STATE/COUNTY-  IN/ORANGE
 JA1904  COUNTRY     -  US
 JA1904  USGS QUAD   -  FRENCH LICK (2019)
 JA1904
 JA1904                         *CURRENT SURVEY CONTROL
 JA1904  ______________________________________________________________________
 JA1904* NAD 83(1997) POSITION- 38 34 08.91902(N) 086 36 51.23268(W)   ADJUSTED
 JA1904* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 JA1904  ______________________________________________________________________
 JA1904  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JA1904  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 JA1904  HORZ ORDER      -  THIRD
 JA1904
 JA1904.The horizontal coordinates were established by classical geodetic methods
 JA1904.and adjusted by the National Geodetic Survey in May 1999.
 JA1904
 JA1904.The orthometric height was scaled from a topographic map.
 JA1904
 JA1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1904.GEOID18 height accuracy estimate available here.
 JA1904
 JA1904.Click photographs - Photos may exist for this station.
 JA1904
 JA1904.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1904
 JA1904. The following values were computed from the NAD 83(1997) position.
 JA1904
 JA1904;                    North         East     Units Scale Factor Converg.
 JA1904;SPC IN W     -   368,772.327   940,880.658   MT  0.99998724   +0 17 32.9
 JA1904;SPC IN W     - 1,209,880.54  3,086,872.63   sFT  0.99998724   +0 17 32.9
 JA1904;UTM  16      - 4,269,036.352   533,606.085   MT  0.99961391   +0 14 25.8
 JA1904
 JA1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1904!SPC IN W     -   0.99996332  x   0.99998724  =   0.99995056
 JA1904!UTM  16      -   0.99996332  x   0.99961391  =   0.99957724
 JA1904
 JA1904:                Primary Azimuth Mark                     Grid Az
 JA1904:SPC IN W     -  BADEN RESET                              268 31 07.1
 JA1904:UTM  16      -  BADEN RESET                              268 34 14.2
 JA1904
 JA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3360669036(NAD 83)
 JA1904
 JA1904|---------------------------------------------------------------------|
 JA1904| PID    Reference Object                     Distance      Geod. Az  |
 JA1904|                                                           dddmmss.s |
 JA1904| JA1910 BADEN RESET                         APPROX. 1.4 KM 2684840.0 |
 JA1904|---------------------------------------------------------------------|
 JA1904
 JA1904                          SUPERSEDED SURVEY CONTROL
 JA1904
 JA1904  NAD 83(1986)-  38 34 08.92504(N)    086 36 51.23555(W) AD(       ) 3
 JA1904  NAD 27      -  38 34 08.73500(N)    086 36 51.26500(W) AD(       ) 3
 JA1904
 JA1904.Superseded values are not recommended for survey control.
 JA1904
 JA1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1904.See file dsdata.pdf to determine how the superseded data were derived.
 JA1904
 JA1904_MARKER: DZ = AZIMUTH MARK DISK
 JA1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1904_STAMPING: BADEN 1946
 JA1904_MARK LOGO: CGS
 JA1904_PROJECTION: FLUSH
 JA1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1904+STABILITY: SURFACE MOTION
 JA1904
 JA1904  HISTORY     - Date     Condition        Report By
 JA1904  HISTORY     - 1946     MONUMENTED       CGS
 JA1904
 JA1904                          STATION DESCRIPTION
 JA1904
 JA1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1904'THIS STATION IS ABOUT 1 MILE EAST OF STATION BADEN, 0.2 MILE NORTH OF
 JA1904'THE DEPOT AND COLLEGE
 JA1904'ENTRANCE IN WEST BADEN SPRINGS.  IT IS 27 FEET WEST
 JA1904'OF THE WEST RAIL OF THE RAILROAD
 JA1904'TRACK AND 18 FEET SOUTH OF A LARGE
 JA1904'TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND
 JA1904'AND THE DISK IS
 JA1904'STAMPED BADEN 1946.
 JA1904'
 JA1904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1910 ***********************************************************************
 JA1910  DESIGNATION -  BADEN RESET
 JA1910  PID         -  JA1910
 JA1910  STATE/COUNTY-  IN/ORANGE
 JA1910  COUNTRY     -  US
 JA1910  USGS QUAD   -  HILLHAM (2019)
 JA1910
 JA1910                         *CURRENT SURVEY CONTROL
 JA1910  ______________________________________________________________________
 JA1910* NAD 83(1997) POSITION- 38 34 07.95621(N) 086 37 50.07540(W)   ADJUSTED
 JA1910* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 JA1910  ______________________________________________________________________
 JA1910  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 JA1910  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 JA1910  HORZ ORDER      -  SECOND
 JA1910
 JA1910.The horizontal coordinates were established by classical geodetic methods
 JA1910.and adjusted by the National Geodetic Survey in May 1999.
 JA1910
 JA1910.The orthometric height was scaled from a topographic map.
 JA1910
 JA1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1910.GEOID18 height accuracy estimate available here.
 JA1910
 JA1910.Click photographs - Photos may exist for this station.
 JA1910
 JA1910.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1910
 JA1910. The following values were computed from the NAD 83(1997) position.
 JA1910
 JA1910;                    North         East     Units Scale Factor Converg.
 JA1910;SPC IN W     -   368,735.495   939,456.369   MT  0.99998583   +0 16 56.2
 JA1910;SPC IN W     - 1,209,759.70  3,082,199.77   sFT  0.99998583   +0 16 56.2
 JA1910;UTM  16      - 4,269,000.825   532,182.294   MT  0.99961275   +0 13 49.2
 JA1910
 JA1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1910!SPC IN W     -   0.99996347  x   0.99998583  =   0.99994930
 JA1910!UTM  16      -   0.99996347  x   0.99961275  =   0.99957623
 JA1910
 JA1910:                Primary Azimuth Mark                     Grid Az
 JA1910:SPC IN W     -  BADEN AZ MK                              088 31 07.2
 JA1910:UTM  16      -  BADEN AZ MK                              088 34 14.2
 JA1910
 JA1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3218269000(NAD 83)
 JA1910
 JA1910|---------------------------------------------------------------------|
 JA1910| PID    Reference Object                     Distance      Geod. Az  |
 JA1910|                                                           dddmmss.s |
 JA1910| JA1904 BADEN AZ MK                         APPROX. 1.4 KM 0884803.4 |
 JA1910| CG7072 BADEN RM 1                           20.288 METERS 19150     |
 JA1910| CG7073 BADEN RM 2                           19.364 METERS 32913     |
 JA1910|---------------------------------------------------------------------|
 JA1910
 JA1910                          SUPERSEDED SURVEY CONTROL
 JA1910
 JA1910  NAD 83(1986)-  38 34 07.96230(N)    086 37 50.07824(W) AD(       ) 2
 JA1910  NAD 27      -  38 34 07.77300(N)    086 37 50.10600(W) AD(       ) 2
 JA1910
 JA1910.Superseded values are not recommended for survey control.
 JA1910
 JA1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1910.See file dsdata.pdf to determine how the superseded data were derived.
 JA1910
 JA1910_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1910_STAMPING: BADEN 1946 1984
 JA1910_MARK LOGO: NGS
 JA1910_PROJECTION: FLUSH
 JA1910_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JA1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1910+STABILITY: SURFACE MOTION
 JA1910
 JA1910  HISTORY     - Date     Condition        Report By
 JA1910  HISTORY     - 1984     MONUMENTED       NGS
 JA1910
 JA1910                          STATION DESCRIPTION
 JA1910
 JA1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JA1910'THE STATION MONUMENT WAS FOUND WITH THE DISK DESTROYED.  REFERENCE
 JA1910'MARK 1 WAS FOUND TO HAVE PART OF MONUMENT BROKEN OFF BUT THE DISK IS
 JA1910'STILL IN GOOD SHAPE AND IT APPEARS TO HAVE BEEN HIT BY MACHINERY.
 JA1910'REFERENCE MARK 2 WAS FOUND WITH THE TOP 6 INCHES BROKEN OFF.  A NEW
 JA1910'REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK
 JA1910'WAS SEARCHED FOR BUT NOT RECOVERED.  A INDIANA DEPARTMENT OF NATURAL
 JA1910'RESOURCES, DIVISION OF WATER, SURVEY MONUMENT - FL AND LR 23 1984 -
 JA1910'WAS USED AS THE AZIMUTH MARK 2 FOR THIS STATION.  A NEW AND COMPLETE
 JA1910'DESCRIPTION FOLLOWS.
 JA1910'
 JA1910'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST FROM MT ARIES AND THE
 JA1910'OLD TOM TAGGERT MANSION, 1 MILE (1.6 KM) WEST OF WEST BADEN ON A
 JA1910'PROMINENT BALD HILL OVERLOOKING WEST BADEN AND THE FRENCH LICK AREA.
 JA1910'
 JA1910'TO REACH THE STATION FROM THE FRENCH LICH DEPOT, WHICH IS BETWEEN
 JA1910'FRENCH LICH AND WEST BADEN BESIDE STATE HIGHWAY 56, GO NORTHEAST ON A
 JA1910'BLACK TOP ROAD PASSING TO THE RIGHT OF THE DEPOT 0.4 MILE, (0.6 KM)
 JA1910'CROSS THE RAILROAD TRACKS AND A BLACKTOP ROAD AND CONTINUE UP STEEP
 JA1910'GRADE, WESTERLY FOR 1.0 MILES (1.6 KM) TO A FORK, A PRIVATE ROAD TO
 JA1910'RIGHT.  BEAR RIGHT AND GO NORTH ON PRIVATE ROAD FOR 0.3 MILE (0.5 KM)
 JA1910'TO A GATE.  TURN RIGHT PASSING THROUGH GATE CROSSING FIELD FOR 0.05
 JA1910'MILE (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THIS GATE AND CONTINUE
 JA1910'THOUGH WOODS FOR 0.3 MILES (0.5 KM) TO AND OPENING AND THE STATION AS
 JA1910'DESCRIBED.
 JA1910'
 JA1910'THE STATION IS A STANDARD, NGS, DISK STAMPED, ---BADEN 1946 1984---,
 JA1910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES, 25 CM, IN
 JA1910'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 22.098 METERS
 JA1910'(72.500 FT) SOUTHWEST FROM A 9 INCH SWEET GUM TREE, 2.286 METERS
 JA1910'(7.500 FT) EAST FROM THE CENTERLINE OF TRACK ROAD AND 1.158 METERS
 JA1910'(3.799 FT) WEST FROM A CARSONITE WITNESS POST.
 JA1910'
 JA1910'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,
 JA1910'---BADEN NO 1 1946---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 JA1910'12 INCHES, 30 CM, IN DIAMETER, PROJECTING, 4 INCHES, 12 CM ABOVE THE
 JA1910'GROUND.  THE STATION IS LOCATED 20.422 METERS (67.001 FT)
 JA1910'SOUTH-SOUTHWEST FROM THE CARSONITE WITNESS POST, AND 1.676 METERS
 JA1910'(5.499 FT) EAST FROM THE CENTERLINE OF THE TRACK ROAD.
 JA1910'
 JA1910'REFERENCE MARK NO 3 IS A STANDARD, NGS DISK STAMPED,
 JA1910'---BADEN 1946 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JA1910'MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 JA1910'STATION IS LOCATED 15.240 METERS (50.000 FT) WEST-SOUTHWEST FROM THE 9
 JA1910'INCH SWEET GUM TREE, 8.016 METERS (26.299 FT) NORTH FROM THE CARSONITE
 JA1910'WITNESS POST AND 3.353 METERS (11.001 FT) EAST FROM THE CENTERLINE OF
 JA1910'THE TRACK ROAD AND 0.2 METERS (0.7 FT) ABOVE THE STATION.
 JA1910'
 JA1910'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,
 JA1910'---BADEN 1946 NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JA1910'MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 JA1910'STATION IS LOCATED 20.56 METERS (67.45 FT) SOUTH FROM THE 9 INCH SWEET
 JA1910'GUM TREE, 9.936 METERS (32.598 FT) EAST FROM THE CENTERLINE OF THE
 JA1910'TRACK ROAD, 6.126 METERS (20.098 FT) EAST FROM THE CARSONITE WITNESS
 JA1910'POST, AND 0.3 METERS (1.0 FT) BELOW THE STATION.
 JA1910'
 JA1910'AZIMUTH MARK NO 2 IS A STANDARD, INDNR, DISK STAMPED,
 JA1910'---FL AND LR 23 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JA1910'MONUMENT, 10 INCHES, 25 CM IN DIAMTER, FLUSH, WITH GROUND.
 JA1910'
 JA1910'NOTE, STATION IS LOCATED TO THE REAR OF THE KIMBALL INTERNATIONAL
 JA1910'PLANT AT FRENCH LICH, INDIANA.  THE STATION IS LOCATED 10.70 METERS
 JA1910'(35.10 FT) NORTH FROM THE CENTERLINE OF A GRAVEL ROAD LEADING TO
 JA1910'PUMPHOUSE, 6.84 METERS (22.44 FT) WEST FROM THE SOUTHWEST CORNER OF
 JA1910'PUMPHOUSE, AND 11.56 METERS (37.93 FT) SOUTH FROM THE CLEAN-OUT
 JA1910'ENTRANCE TO A STORAGE TANK.
 JA1910'
 JA1910'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 56 AND 145
 JA1910'AT THE NORTHEAST SIDE OF FRENCH LICK, GO SOUTH ON HIGHWAY 145 FOR 0.95
 JA1910'MILES (1.53 KM) TO A CROSS ROAD AND THE KIMBALL INTERNATIONAL
 JA1910'ELECTRONICS PLANT ON LEFT.  TURN LEFT AND GO EASTERLY FOR 0.1 MILE
 JA1910'(0.2 KM) TO A STANDARD LEFT, ENTRANCE TO PARKING FOR PLANT.  TURN LEFT
 JA1910'AND GO NORTH THEN EASTERLY AGAIN FOR 0.1 MILES (0.2 KM) TO STORAGE
 JA1910'TANK AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2653 ***********************************************************************
 LB2653  DESIGNATION -  BADGER
 LB2653  PID         -  LB2653
 LB2653  STATE/COUNTY-  IN/WHITE
 LB2653  COUNTRY     -  US
 LB2653  USGS QUAD   -  BROOKSTON SW (2019)
 LB2653
 LB2653                         *CURRENT SURVEY CONTROL
 LB2653  ______________________________________________________________________
 LB2653* NAD 83(1997) POSITION- 40 36 18.14068(N) 086 55 35.06098(W)   ADJUSTED
 LB2653* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 LB2653  ______________________________________________________________________
 LB2653  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 LB2653  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LB2653  HORZ ORDER      -  SECOND
 LB2653
 LB2653.The horizontal coordinates were established by classical geodetic methods
 LB2653.and adjusted by the National Geodetic Survey in May 1999.
 LB2653
 LB2653.The orthometric height was scaled from a topographic map.
 LB2653
 LB2653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2653.GEOID18 height accuracy estimate available here.
 LB2653
 LB2653.Click photographs - Photos may exist for this station.
 LB2653
 LB2653.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2653
 LB2653. The following values were computed from the NAD 83(1997) position.
 LB2653
 LB2653;                    North         East     Units Scale Factor Converg.
 LB2653;SPC IN W     -   594,711.048   913,281.183   MT  0.99996884   +0 06 07.7
 LB2653;SPC IN W     - 1,951,147.83  2,996,323.35   sFT  0.99996884   +0 06 07.7
 LB2653;UTM  16      - 4,494,916.761   506,226.182   MT  0.99960048   +0 02 52.4
 LB2653
 LB2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2653!SPC IN W     -   0.99997142  x   0.99996884  =   0.99994026
 LB2653!UTM  16      -   0.99997142  x   0.99960048  =   0.99957191
 LB2653
 LB2653:                Primary Azimuth Mark                     Grid Az
 LB2653:SPC IN W     -  BADGER AZ MK                             267 45 00.7
 LB2653:UTM  16      -  BADGER AZ MK                             267 48 16.0
 LB2653
 LB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0622694916(NAD 83)
 LB2653
 LB2653|---------------------------------------------------------------------|
 LB2653| PID    Reference Object                     Distance      Geod. Az  |
 LB2653|                                                           dddmmss.s |
 LB2653| LB2645 CHALMERS MUNICIPAL TANK             APPROX. 8.1 KM 0375133.9 |
 LB2653| LB2648 BROOKSTON MUNICIPAL TANK            APPROX. 5.1 KM 0931527.8 |
 LB2653| LB1112 Q 123                                40.639 METERS 09439     |
 LB2653| CC7769 BADGER RM 1                          26.676 METERS 17642     |
 LB2653| CC7768 BADGER AZ MK                                       2675108.4 |
 LB2653|---------------------------------------------------------------------|
 LB2653
 LB2653                          SUPERSEDED SURVEY CONTROL
 LB2653
 LB2653  NAD 83(1986)-  40 36 18.14706(N)    086 55 35.07137(W) AD(       ) 2
 LB2653  NAD 27      -  40 36 18.01260(N)    086 55 35.00420(W) AD(       ) 2
 LB2653
 LB2653.Superseded values are not recommended for survey control.
 LB2653
 LB2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2653.See file dsdata.pdf to determine how the superseded data were derived.
 LB2653
 LB2653_MARKER: DS = TRIANGULATION STATION DISK
 LB2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2653_STAMPING: BADGER 1948
 LB2653_MARK LOGO: CGS
 LB2653_PROJECTION: RECESSED 30 CENTIMETERS
 LB2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2653+STABILITY: SURFACE MOTION
 LB2653
 LB2653  HISTORY     - Date     Condition        Report By
 LB2653  HISTORY     - 1948     MONUMENTED       CGS
 LB2653
 LB2653                          STATION DESCRIPTION
 LB2653
 LB2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2653'STATION IS LOCATED ALONG STATE HIGHWAY 18 ABOUT 3 MILES WEST OF
 LB2653'BROOKSTON AND 2-1/2 MILES NORTHEAST OF BADGER GROVE.  IT IS 172 FEET
 LB2653'NORTHWEST OF INTERSECTION OF HIGHWAY 18 AND A GRAVEL CROSSROAD, 25
 LB2653'FEET NORTHWEST OF A CONCRETE POST IN FENCE CORNER AND 16 FEET
 LB2653'NORTH OF A WHITE WITNESS POST.  THE MARK IS 12 INCHES BELOW THE
 LB2653'SURFACE OF THE GROUND AND THE DISK IS STAMPED BADGER 1948.
 LB2653'
 LB2653'REFERENCE MARK NO. 1 IS 87.52 FEET SOUTH OF STATION.  IT IS 35 FEET
 LB2653'SOUTH OF CENTER OF HIGHWAY 18 AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LB2653'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BADGER NO 1 1948.
 LB2653'
 LB2653'Q 123 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 133.33
 LB2653'FEET EAST OF STATION, 41 FEET NORTH OF CENTER OF HIGHWAY 18, 28 FEET
 LB2653'WEST OF CENTER OF A GRAVEL ROAD AND 5 FEET NORTH OF A POWER POLE.
 LB2653'THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 LB2653'AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED Q 123
 LB2653'1946.
 LB2653'
 LB2653'AZIMUTH MARK IS 0.4 MILE WEST OF STATION.  IT IS 37 FEET SOUTH OF
 LB2653'CENTER OF HIGHWAY 18, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT
 LB2653'NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2653'STAMPED BADGER 1948.
 LB2653'
 LB2653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 43
 LB2653'IN BROOKSTON, GO NORTH ON HIGHWAYS 18 AND 43 FOR 0.15 MILE TO WHERE
 LB2653'HIGHWAY 18 TURNS LEFT, TURN LEFT AND GO WEST ON HIGHWAY 18 FOR 3.1
 LB2653'MILES TO STATION ON RIGHT OR NORTH ON HIGHWAY AS DESCRIBED.
 LB2653'
 LB2653'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON HIGHWAY 18 FOR 0.4
 LB2653'MILE TO THE AZIMUTH MARK ON LEFT OR SOUTH OF HIGHWAY AS DESCRIBED.
 LB2653'
 LB2653'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0783 ***********************************************************************
 LA0783  DESIGNATION -  BAER
 LA0783  PID         -  LA0783
 LA0783  STATE/COUNTY-  IN/ALLEN
 LA0783  COUNTRY     -  US
 LA0783  USGS QUAD   -  OSSIAN (2019)
 LA0783
 LA0783                         *CURRENT SURVEY CONTROL
 LA0783  ______________________________________________________________________
 LA0783* NAD 83(1997) POSITION- 40 59 14.42427(N) 085 11 19.62361(W)   ADJUSTED
 LA0783* NAVD 88 ORTHO HEIGHT -   243.30  (meters)      798.2   (feet) RESET
 LA0783  ______________________________________________________________________
 LA0783  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 LA0783  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 LA0783  HORZ ORDER      -  SECOND
 LA0783  VERT ORDER      -  THIRD
 LA0783
 LA0783.This mark is at Fort Wayne Int'l Airport (FWA)
 LA0783
 LA0783.The horizontal coordinates were established by classical geodetic methods
 LA0783.and adjusted by the National Geodetic Survey in May 1999.
 LA0783
 LA0783.The orthometric height was computed from unverified reset data.
 LA0783
 LA0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0783.GEOID18 height accuracy estimate available here.
 LA0783
 LA0783.Click photographs - Photos may exist for this station.
 LA0783
 LA0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0783
 LA0783. The following values were computed from the NAD 83(1997) position.
 LA0783
 LA0783;                    North         East     Units Scale Factor Converg.
 LA0783;SPC IN E     -   637,262.306   140,213.136   MT  0.99998656   +0 18 48.4
 LA0783;SPC IN E     - 2,090,751.42    460,015.93   sFT  0.99998656   +0 18 48.4
 LA0783;UTM  16      - 4,538,931.467   652,358.748   MT  0.99988571   +1 11 17.5
 LA0783
 LA0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0783!SPC IN E     -   0.99996706  x   0.99998656  =   0.99995362
 LA0783!UTM  16      -   0.99996706  x   0.99988571  =   0.99985277
 LA0783
 LA0783:                Primary Azimuth Mark                     Grid Az
 LA0783:SPC IN E     -  NINEMILE                                 243 29 39.6
 LA0783:UTM  16      -  NINEMILE                                 242 37 10.5
 LA0783
 LA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5235838931(NAD 83)
 LA0783
 LA0783|---------------------------------------------------------------------|
 LA0783| PID    Reference Object                     Distance      Geod. Az  |
 LA0783|                                                           dddmmss.s |
 LA0783| LA0782 H 189                                13.679 METERS 03615     |
 LA0783| CC7770 BAER AZ MK                                         1345756.5 |
 LA0783| LA0784 BAER RM 2                            24.840 METERS 20605     |
 LA0783| CC7771 BAER RM 1                            24.247 METERS 21048     |
 LA0783| LA0882 NINEMILE                            APPROX. 3.1 KM 2434828.0 |
 LA0783| LA2002 BAER FIELD AIRWAY BEACON            APPROX. 0.5 KM 3230838.5 |
 LA0783|---------------------------------------------------------------------|
 LA0783
 LA0783                          SUPERSEDED SURVEY CONTROL
 LA0783
 LA0783  NAD 83(1995)-  40 59 14.42501(N)    085 11 19.62881(W) AD(       ) 2
 LA0783  NAD 83(1986)-  40 59 14.42645(N)    085 11 19.63760(W) AD(       ) 2
 LA0783  NAD 27      -  40 59 14.25310(N)    085 11 19.74680(W) AD(       ) 2
 LA0783  NGVD 29 (??/??/??)  243.46   (m)          798.8    (f) RESET       3  
 LA0783  NGVD 29             243.46   (m)          798.8    (f) LEVELING    3  
 LA0783
 LA0783.Superseded values are not recommended for survey control.
 LA0783
 LA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0783.See file dsdata.pdf to determine how the superseded data were derived.
 LA0783
 LA0783_MARKER: DS = TRIANGULATION STATION DISK
 LA0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0783_STAMPING: BAER 1946
 LA0783_MARK LOGO: CGS
 LA0783_PROJECTION: FLUSH
 LA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0783+STABILITY: SURFACE MOTION
 LA0783
 LA0783  HISTORY     - Date     Condition        Report By
 LA0783  HISTORY     - 1946     MONUMENTED       CGS
 LA0783  HISTORY     - 1951     GOOD             CGS
 LA0783  HISTORY     - 1955     GOOD             CGS
 LA0783  HISTORY     - 1963     GOOD             CGS
 LA0783  HISTORY     - 1969     GOOD             CGS
 LA0783  HISTORY     - 1969     GOOD             CGS
 LA0783  HISTORY     - 1970     GOOD             NGS
 LA0783  HISTORY     - 1974     GOOD             NGS
 LA0783  HISTORY     - 1974     GOOD             NGS
 LA0783  HISTORY     - 1977     GOOD             NGS
 LA0783  HISTORY     - 1977     GOOD             NGS
 LA0783  HISTORY     - 1981     GOOD             NGS
 LA0783
 LA0783                          STATION DESCRIPTION
 LA0783
 LA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0783'STATION IS LOCATED 2 MILES SOUTH OF WAYNESDALE IN BAER FIELD U.S.
 LA0783'ARMY AIR BASE ABOUT 100 YARDS NORTHWEST OF THE CONTROL TOWER.  IT IS
 LA0783'75 YARDS WEST OF THE SOUTH END OF SIX STREET, 56 FEET SOUTH OF THE
 LA0783'CENTERLINE OF A PAVED ROAD, 39 FEET EAST OF THE NORTHEAST CORNER OF A
 LA0783'WHITE BUILDING, 25 FEET NORTHEAST OF THE NORTH END OF A RUNWAY AND 65
 LA0783'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A WHITE BUILDING.  THE MARK
 LA0783'IS FLUSH AND THE DISK IS STAMPED BAER 1946.
 LA0783'
 LA0783'REFERENCE MARK NO. 1 IS 79.55 FEET SOUTHWEST OF THE STATION.  IT IS 1
 LA0783'FOOT EAST OF A SOUTHEAST CORNER OF A WHITE BUILDING.  THE MARK
 LA0783'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BAER NO 1 1946.
 LA0783'
 LA0783'H 189 (USC AND GS) WAS USED AS A REFERENCE MARK.  IT IS 44.88 FEET
 LA0783'NORTHWEST OF THE STATION.  35 FEET SOUTH OF THE CENTERLINE OF A PAVED
 LA0783'ROAD AND 35 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A 8 X 8
 LA0783'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES AND HAS A STANDARD USC AND
 LA0783'GS BRONZE DISK STAMPED H 189 1946.
 LA0783'
 LA0783'AZIMUTH MARK 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 35 FEET EAST OF
 LA0783'A MACADAM ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 LA0783'OF THE SOUTHWEST CORNER OF A WHITE BUILDING.  THE MARK IS FLUSH AND
 LA0783'THE DISK IS STAMPED BAER 1946.
 LA0783'
 LA0783'K 189 (USC AND GS) IS 0.1 MILE NORTH OF THE STATION.  IT IS 42 FEET
 LA0783'SOUTH OF FERGUSON ROAD, 27 FEET EAST OF THE CENTERLINE OF 6TH STREET
 LA0783'AND 55 FEET SOUTHEAST OF THE INTERSECTION OF FERGUSON ROAD AND SIX
 LA0783'STREET AND 12 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS A 8 X 8
 LA0783'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES AND HAS A STANDARD USC AND
 LA0783'GS BRONZE DISK STAMPED K 189 1946.
 LA0783'
 LA0783'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH OF SIX STREET FOR 0.1
 LA0783'MILE TO FERGUSON ROAD, TURN RIGHT ON FERGUSON ROAD AND GO 0.3 MILE TO
 LA0783'GATE AND A GRAVEL ROAD TAKE GRAVEL ROAD AND GO 0.5 MILE TO MACADAM
 LA0783'ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT AS
 LA0783'DESCRIBED.
 LA0783'
 LA0783'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LA0783
 LA0783                          STATION RECOVERY (1951)
 LA0783
 LA0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGH)
 LA0783'OFFICE NOTE- THIS STATION RECOVERED IN 1951 BY R. G. H. AND FOUND TO
 LA0783'BE IN GOOD CONDITION.
 LA0783
 LA0783                          STATION RECOVERY (1955)
 LA0783
 LA0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 LA0783'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCES TO R.M.S
 LA0783'WERE CHECKED.  FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS
 LA0783'FOLLOWS-
 LA0783'
 LA0783'LOCATED ABOUT 2.5 MILES SOUTHWEST OF WAYNEDALE, ALLEN COUNTY, AT BAER
 LA0783'FIELD, FORT WAYNE MUNICIPAL AIRPORT, 0.1 MILE NNW OF THE CONTROL TOWER
 LA0783'AND TERMINAL BUILDING, IN A LAWN 161 FEET WEST OF THE CENTERLINE OF
 LA0783'6TH STREET, 59 FEET SOUTH OF THE CENTERLINE OF A STREET, 46 FEET ESE
 LA0783'OF THE NORTHEAST CORNER OF A WHITE, FRAME BUILDING, AND 80 FEET
 LA0783'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.  MARKED BY A
 LA0783'STANDARD DISK, STAMPED BAER 1946, SET IN THE TOP OF A CONCRETE
 LA0783'MONUMENT FLUSH WITH THE GROUND.
 LA0783'
 LA0783'REFERENCE MARK NO. 1 IS 79.55 FEET SOUTHWEST OF THE STATION, 1 FOOT
 LA0783'EAST OF THE SOUTHEAST CORNER OF THE WHITE, FRAME BUILDING.  MARKED BY
 LA0783'A STANDARD DISK, STAMPED BAER NO 1 1946, SET IN THE TOP OF A CONCRETE
 LA0783'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
 LA0783'
 LA0783'BENCH MARK H 189 (USC AND GS) WAS USED AS A REFERENCE MARK.  IT IS
 LA0783'44.88 FEET NORTHEAST OF THE STATION, 25 FEET SOUTH OF THE CENTERLINE
 LA0783'OF A STREET.  MARKED BY A STANDARD BENCH MARK DISK, STAMPED H 189
 LA0783'1946, SET IN THE TOP OF AN 8 X 8 CONCRETE POST PROJECTING 3 INCHES
 LA0783'ABOVE GROUND.
 LA0783'
 LA0783'BENCH MARK K 189 (USC AND GS) IS 0.1 MILE NORTH OF THE STATION, 57
 LA0783'FEET SOUTH OF THE CENTERLINE OF FERGUSON ROAD, 25 FEET EAST OF THE
 LA0783'CENTERLINE OF 6TH STREET, AND 7 FEET NORTH OF A TRANSFORMER POLE.
 LA0783'MARKED BY A STANDARD BENCH MARK DISK, STAMPED K 189 1946, SET IN THE
 LA0783'TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LA0783'
 LA0783'AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHEAST OF THE STATION, AT THE EAST
 LA0783'SIDE OF THE AIRPORT, IN THE AREA OCCUPIED BY THE INDIANA STATE
 LA0783'NATIONAL GUARD, AT THE SOUTHWEST CORNER OF A FRAME WAREHOUSE (NO. 756)
 LA0783'113 FEET EAST OF EDGE OF CONCRETE PARKING APRON FOR PLANES, AND 103
 LA0783'FEET NORTH OF THE NORTHWEST CORNER OF THE YELLOW BRICK, MOTOR POOL
 LA0783'BUILDING.  MARKED BY A STANDARD DISK, STAMPED BAER 1946, SET IN THE
 LA0783'TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 LA0783
 LA0783                          STATION RECOVERY (1963)
 LA0783
 LA0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA0783'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY AND
 LA0783'RECOVERY DESCRIBED.
 LA0783'
 LA0783'ABOUT 6 MILES AIR LINE SSW OF HEART OF FORT WAYNE, ABOUT 0.1 MILE NNW
 LA0783'OF THE CONTROL TOWER OF BAER FIELD, THE MUNICIPAL AIRPORT, 161 FEET W
 LA0783'OF CENTER LINE OF SIXTH STREET, 59.5 FEET S OF CENTER LINE OF 20-FOOT
 LA0783'ASPHALT A STREET, 46.3 FEET ESE OF NE CORNER OF A FRAME BUILDING, 80.5
 LA0783'FEET NE OF SE CORNER OF SAME, STANDARD DISKS STAMPED BAER 1946 ARE SET
 LA0783'IN MARKS WITH THE UPPER MARK SLIGHTLY BELOW THE PRESENT GROUND
 LA0783'SURFACE.
 LA0783'
 LA0783'REFERENCE STAMPED BAER NO 1 1946, PROJECTS 0.3 FOOT, IS 79.55 FEET OR
 LA0783'24.247 METERS SW OF THE STATION, AND 1.5 FEET NE OF SE CORNER OF THE
 LA0783'SAID BUILDING.
 LA0783'
 LA0783'BENCH MARK STD. DISK STAMPED H 189, PROJECTS 0.3 FOOT, IN SQUARE
 LA0783'CONCRETE POST IS 44.88 FEET OR 13.679 METERS NE OF THE STATION, AND 25
 LA0783'FEET S OF CENTER LINE OF A STREET.
 LA0783'
 LA0783'BENCH MARK STD. DISK STAMPED K 189 1946, PROJECTS 0.3 FOOT, IN SQUARE
 LA0783'CONCRETE POST, IS ABOUT 0.15 MILE NNE OF THE STATION, 57 FEET S OF
 LA0783'CENTER LINE OF FERGUSON ROAD, 25 FEET E OF CENTER LINE OF SIXTH ST.,
 LA0783'AND 7 FEET N OF TRANSFORMER POWER POLE.
 LA0783'
 LA0783'AZIMUTH MARK STAMPED BAER 1946, PROJECTS 0.1 FOOT, IS ABOUT 0.7 MILE
 LA0783'SE OF THE STATION, 1.7 FEET WNW OF SW CORNER OF APPROX.  100- BY
 LA0783'200-FOOT CONCRETE FLOOR OF OLD REMOVED WAREHOUSE, 113-1/2 FEET E OF E
 LA0783'EDGE OF CONCRETE PLANE-PARKING APRON, 103.3 FEET N OF NW CORNER OF
 LA0783'YELLOW BRICK MOTOR-POOL BUILDING, 42 FEET N OF CENTER LINE OF ONE
 LA0783'20-FOOT CONCRETE DIRVEWAY, AND 28 FEET E OF CENTER LINE OF ANOTHER.
 LA0783
 LA0783                          STATION RECOVERY (1969)
 LA0783
 LA0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LA0783'THE STATION MARK, AZIMUTH MARK AND THE 2 BENCH MARKS WERE FOUND IN
 LA0783'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED TO THE STATION BY A
 LA0783'NEW ADDITION TO THE TERMINAL BUILDING.  REFERENCE MARK 1 WAS NOT FOUND
 LA0783'AND IT ASSUMED EITHER DESTROYED OR PAVED OVER SINCE THE STATION IS NOW
 LA0783'IN A PAVED PARKING LOT.  THE STATION MARK IS SURROUNDED BY PAVEMENT.
 LA0783'THE DISTANCE TO H189 CHECKED BUT THE DIRECTION FAILED TO CHECK.  A
 LA0783'REFERENCE MARK 2 WAS SET.  THE AZIMUTH MARK WAS LEFT INTACT AND THE
 LA0783'1955 RECOVERY NOTE DESCRIPTION TO IT IS GOOD.
 LA0783'
 LA0783'THE STATION MARK IS 161 FEET WEST OF THE EXTENDED CENTERLINE OF SIXTH
 LA0783'STREET, 60 FEET SOUTH OF THE CENTERLINE OF A STREET, 35 FEET SOUTH OF
 LA0783'THE NORTH EDGE OF PARKING LOT AND GUARDRAIL, 125 FEET EAST OF THE
 LA0783'CENTERLINE OF WEST DRIVEWAY TO TERMINAL BUILDING, 115 FEET SOUTHEAST
 LA0783'OF THE NORTHWEST CORNER OF THE LOT, 82 FEET NORTH OF PARKING LOT LIGHT
 LA0783'POLE AND 113 FEET EAST OF THE WEST EDGE OF THE LOT.  THE MONUMENT
 LA0783'PROJECTS 1 INCH, AND THE DISK IS STAMPED BAER 1946.
 LA0783'
 LA0783'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAER 1946 NO 2 1969 SET IN
 LA0783'THE TOP AND NORTHEAST CORNER OF THE 2 X 2 FOOT CONCRETE BASE OF
 LA0783'PARKING LOT LIGHT POLE ABOUT 2 FEET ABOVE THE PAVEMENT, 132 FEET SOUTH
 LA0783'OF THE CENTERLINE OF THE STREET, 108 FEET SOUTH OF THE NORTH EDGE OF
 LA0783'THE LOT AND GUARD RAIL AND 87 FEET EAST OF THE CENTERLINE OF THE WEST
 LA0783'DRIVE.
 LA0783'
 LA0783'H 189 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A SQUARE
 LA0783'CONCRETE POST WHICH PROJECTS 4 INCHES, 24 FEET SOUTH OF THE CENTERLINE
 LA0783'OF A STREET, 134 FEET WEST OF THE CENTERLINE OF SIXTH ST., 1 FOOT
 LA0783'NORTH OF THE NORTH EDGE OF THE PARKING LOT AND 35 FEET EAST OF A
 LA0783'STREET LIGHT POLE.  THE DISK IS STAMPED H 189 1946.
 LA0783'
 LA0783'K 189 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A SQUARE
 LA0783'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES, 57 FEET SOUTH OF THE
 LA0783'CENTERLINE OF FERGUSON ROAD, 25 FEET EAST OF THE CENTERLINE OF SIXTH
 LA0783'ST., AND 7 FEET NORTH OF A POWER POLE.  THE DISK IS STAMPED K 189
 LA0783'1946.
 LA0783'
 LA0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 LA0783'WAYNESDALE.
 LA0783'
 LA0783'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LA0783
 LA0783                          STATION RECOVERY (1969)
 LA0783
 LA0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA0783'2.5 MI SW FROM WAYNEDALE.
 LA0783'THE MARK IS LOCATED IN THE PAVED PARKING LOT OF THE FORT WAYNE
 LA0783'MUNICIPAL AIRPORT, 161 FEET WEST OF THE EXTENDED CENTERLINE
 LA0783'OF SIXTH ST., 60 FEET SOUTH OF THE CENTERLINE OF A ST., 35
 LA0783'FEET SOUTH OF THE NORTH EDGE OF THE PARKING LOT AND A METAL
 LA0783'GUARD RAIL, 125 FEET EAST OF THE CENTERLINE OF THE WEST DRIVEWAY
 LA0783'TO THE TERMINAL BUILDING, 115 FEET SOUTHEAST OF THE NORTHWEST
 LA0783'CORNER OF THE LOT, 82 FEET NORTH OF PARKING LOT LIGHT POLE AND
 LA0783'113 FEET EAST OF THE WEST EDGE OF THE LOT.  THE MONUMENT PROJECTS
 LA0783'1 INCH AND IS SURROUNDED BY PAVEMENT.
 LA0783
 LA0783                          STATION RECOVERY (1970)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 LA0783'THE STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK AND
 LA0783'REFERENCE MARK 2 WERE ALSO RECOVERED AS DESCRIBED.
 LA0783'
 LA0783'AIRLINE DISTANCE AND DIRECTIN FROM NEAREST TOWN--2 MILE SOUTH OF
 LA0783'WAYNEDALE.
 LA0783
 LA0783                          STATION RECOVERY (1974)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LA0783'STATION MARK AND BM H 189 AND RM 2 WAS RECOVERED AS DESCRIBED.
 LA0783'
 LA0783'AZIMUTH MK AND BM K 189 WERE NOT SEARCHED FOR.
 LA0783'
 LA0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FT. WAYNE
 LA0783'MUNICIPAL AIRPORT - BAER FIELD.
 LA0783
 LA0783                          STATION RECOVERY (1974)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA0783'RECOVERED IN GOOD CONDITION.
 LA0783
 LA0783                          STATION RECOVERY (1977)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 LA0783'RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. NO. 2 WAS ALSO FOUND
 LA0783'IN GOOD CONDITION AS DESCRIBED IN QUAD 400851 1006.  THE AZIMUTH MARK
 LA0783'WAS NOT RECOVERED, THE BUILDING MENTIONED IN THE DESCRIPTION HAS BEEN
 LA0783'TORN DOWN AND A LARGER BUILDING IS BEING BUILT IN ITS PLACE.  NO
 LA0783'ATTEMPT WAS MADE AT THIS TIME TO RECOVER THE MARK BECAUSE OF BUILDING
 LA0783'MATERIALS AND EQUIPMENT IN THE AREA.
 LA0783'
 LA0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE
 LA0783'MUNICIPAL AIRPORT.
 LA0783
 LA0783                          STATION RECOVERY (1977)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LA0783'RECOVERED IN GOOD CONDITION.
 LA0783
 LA0783                          STATION RECOVERY (1981)
 LA0783
 LA0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAH)
 LA0783'THE STATION, REFERENCE MARK 2, H 189 1946, AND K 189 1946 WERE
 LA0783'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LA0783'
 LA0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE
 LA0783'MUNICIPAL AIRPORT (BAER FIELD)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2002 ***********************************************************************
 LA2002  DESIGNATION -  BAER FIELD AIRWAY BEACON
 LA2002  PID         -  LA2002
 LA2002  STATE/COUNTY-  IN/ALLEN
 LA2002  COUNTRY     -  US
 LA2002  USGS QUAD   -  OSSIAN (2019)
 LA2002
 LA2002                         *CURRENT SURVEY CONTROL
 LA2002  ______________________________________________________________________
 LA2002* NAD 83(1997) POSITION- 40 59 28.01357(N) 085 11 33.06804(W)   ADJUSTED
 LA2002  ______________________________________________________________________
 LA2002  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 LA2002  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 LA2002  HORZ ORDER      -  THIRD
 LA2002
 LA2002.This mark is at Fort Wayne Int'l Airport (FWA)
 LA2002
 LA2002.The horizontal coordinates were established by classical geodetic methods
 LA2002.and adjusted by the National Geodetic Survey in May 1999.
 LA2002
 LA2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2002.GEOID18 height accuracy estimate available here.
 LA2002
 LA2002.Click photographs - Photos may exist for this station.
 LA2002
 LA2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2002
 LA2002. The following values were computed from the NAD 83(1997) position.
 LA2002
 LA2002;                    North         East     Units Scale Factor Converg.
 LA2002;SPC IN E     -   637,679.787   139,896.601   MT  0.99998625   +0 18 39.7
 LA2002;SPC IN E     - 2,092,121.10    458,977.43   sFT  0.99998625   +0 18 39.7
 LA2002;UTM  16      - 4,539,344.026   652,035.909   MT  0.99988450   +1 11 09.0
 LA2002
 LA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5203539344(NAD 83)
 LA2002
 LA2002                          SUPERSEDED SURVEY CONTROL
 LA2002
 LA2002  NAD 83(1995)-  40 59 28.01422(N)    085 11 33.07319(W) AD(       ) 3
 LA2002  NAD 83(1986)-  40 59 28.01553(N)    085 11 33.08205(W) AD(       ) 3
 LA2002  NAD 27      -  40 59 27.84200(N)    085 11 33.19000(W) AD(       ) 3
 LA2002
 LA2002.Superseded values are not recommended for survey control.
 LA2002
 LA2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2002.See file dsdata.pdf to determine how the superseded data were derived.
 LA2002
 LA2002_MARKER: 21 = AIRPORT BEACON
 LA2002
 LA2002  HISTORY     - Date     Condition        Report By
 LA2002  HISTORY     - 1946     FIRST OBSERVED   CGS
 LA2002  HISTORY     - 1955     GOOD             CGS
 LA2002  HISTORY     - 1962     GOOD             CGS
 LA2002  HISTORY     - 1963     GOOD             CGS
 LA2002  HISTORY     - 1967     GOOD             CGS
 LA2002  HISTORY     - 1970     GOOD             NGS
 LA2002  HISTORY     - 1974     GOOD             NGS
 LA2002
 LA2002                          STATION DESCRIPTION
 LA2002
 LA2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA2002'STATION IS LOCATED ABOUT 2 MILES SOUTH OF WAYNEDALE ON BAER FIELD,
 LA2002'U.S.  ARMY AIR BASE.
 LA2002'IT IS 50 FEET NORTH OF FERGUSON STREET AND 36 FEET SOUTHWEST OF THE
 LA2002'SOUTHWEST CORNER OF A WHITE
 LA2002'BUILDING.  IT IS A FOUR-LEGGED STEEL STRUCTURE APPROXIMATELY
 LA2002'70 FEET HIGH.  POINT OBSERVED ON WAS THE
 LA2002'REVOLVING LIGHT ATOP THE STEEL STRUCTURE.
 LA2002
 LA2002                          STATION RECOVERY (1955)
 LA2002
 LA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 LA2002'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD BE
 LA2002'CORRECTED TO READ AS
 LA2002'FOLLOWS-
 LA2002'
 LA2002'LOCATED ABOUT 2 MILES SOUTHWEST OF WAYNEDALE, ALLEN COUNTY, AT BAER
 LA2002'FIELD, FORT WAYNE
 LA2002'MUNICIPAL AIRPORT, 61 FEET WEST OF THE CENTERLINE OF 1ST
 LA2002'STREET, AND 74 FEET NORTH OF THE
 LA2002'CENTERLINE OF THE WEST PROLONGATION OF
 LA2002'C STREET.  IT IS A FOUR-LEGGED, STEEL TOWER
 LA2002'APPROXIMATELY 70 FEET HIGH WITH
 LA2002'A 24 INCH SINGLE-LENS ROTATING BEACON ATOP.  THE POINT
 LA2002'OBSERVED UPON WAS THE
 LA2002'CENTER OF THE ROTATING LIGHT.
 LA2002'
 LA2002'ABOUT NOVEMBER 1955 THE 24 INCH BEACON IS TO BE REPLACED BY A 36 INCH
 LA2002'DUAL-LENS BEACON.
 LA2002
 LA2002                          STATION RECOVERY (1962)
 LA2002
 LA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA2002'STATION RECOVERED IN GOOD CONDITION.  SINGLE LENS BEACON HAS BEEN
 LA2002'REPLACED BY 36 INCH DUAL-LENS BEACON.  OBJECT OBSERVED CENTER OF
 LA2002'ROTATION LIGHT.  THE STATION IS NOW THE AIRPORT BEACON.
 LA2002
 LA2002                          STATION RECOVERY (1963)
 LA2002
 LA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2002'RECOVERED THE STATION IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2002'AND SUBSEQUENTLY DESCRIBED.
 LA2002'
 LA2002'ABOUT 6 MILES AIR LINE SSW OF THE HEART OF FORT WAYNE, AN ESTIMATED
 LA2002'0.5 MILE NNW OF THE CONTROL TOWER AT BAER FIELD, 89 FEET N OF THE
 LA2002'PROJECTED CENTER LINE OF C STREET FROM THE EAST, 61 FEET W OF
 LA2002'CENTER LINE OF FIRST STREET, A STANDARD ROTATING AIRPORT BEACON IS
 LA2002'MOUNTED ATOP AN ESTIMATED 60-FOOT 4-LEGGED STEEL TOWER.
 LA2002
 LA2002                          STATION RECOVERY (1967)
 LA2002
 LA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 LA2002'STATION RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY NOTE IS
 LA2002'ADEQUATE.
 LA2002
 LA2002                          STATION RECOVERY (1970)
 LA2002
 LA2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 LA2002'THE STATION WAS RECOVERED AS DESCRIBED.
 LA2002'
 LA2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 LA2002'WAYNEDALE.
 LA2002
 LA2002                          STATION RECOVERY (1974)
 LA2002
 LA2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LA2002'STATION RECOVERED AS DESCRIBED IN 1955.
 LA2002'
 LA2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FT. WAYNE
 LA2002'MUNICIPAL AIRPORT- BAER FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0784 ***********************************************************************
 LA0784  DESIGNATION -  BAER RM 2
 LA0784  PID         -  LA0784
 LA0784  STATE/COUNTY-  IN/ALLEN
 LA0784  COUNTRY     -  US
 LA0784  USGS QUAD   -  OSSIAN (2019)
 LA0784
 LA0784                         *CURRENT SURVEY CONTROL
 LA0784  ______________________________________________________________________
 LA0784* NAD 83(1986) POSITION- 40 59 13.70   (N) 085 11 20.09   (W)   HD_HELD1
 LA0784* NAVD 88 ORTHO HEIGHT -   244.16  (meters)      801.0   (feet) RESET
 LA0784  ______________________________________________________________________
 LA0784  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LA0784  VERT ORDER      -  THIRD
 LA0784
 LA0784.This mark is at Fort Wayne Int'l Airport (FWA)
 LA0784
 LA0784.The horizontal coordinates were determined by differentially corrected
 LA0784.hand held GPS observations or other comparable positioning techniques
 LA0784.and have an estimated accuracy of +/- 3 meters.
 LA0784
 LA0784.The orthometric height was computed from unverified reset data.
 LA0784
 LA0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0784.GEOID18 height accuracy estimate available here.
 LA0784
 LA0784.Click photographs - Photos may exist for this station.
 LA0784
 LA0784;                    North         East    Units  Estimated Accuracy
 LA0784;SPC IN E     -   637,239.9     140,202.4     MT  (+/- 3 meters HH1 GPS) 
 LA0784
 LA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5234838908(NAD 83)
 LA0784
 LA0784                          SUPERSEDED SURVEY CONTROL
 LA0784
 LA0784  NGVD 29 (??/??/??)  244.31   (m)          801.5    (f) RESET       3  
 LA0784
 LA0784.Superseded values are not recommended for survey control.
 LA0784
 LA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0784.See file dsdata.pdf to determine how the superseded data were derived.
 LA0784
 LA0784_MARKER: DR = REFERENCE MARK DISK
 LA0784_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0784+WITH SETTING: PAVEMENT
 LA0784_SP_SET: LIGHT POLE BASE
 LA0784_STAMPING: BAER 1946 NO 2 1969
 LA0784_MARK LOGO: CGS
 LA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0784+STABILITY: SURFACE MOTION
 LA0784
 LA0784  HISTORY     - Date     Condition        Report By
 LA0784  HISTORY     - 1969     MONUMENTED       CGS
 LA0784  HISTORY     - 1974     GOOD             NGS
 LA0784
 LA0784                          STATION DESCRIPTION
 LA0784
 LA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LA0784'2.5 MI SW FROM WAYNEDALE.
 LA0784'THE MARK IS LOCATED IN THE PAVED PARKING LOT OF THE FORT WAYNE
 LA0784'MUNICIPAL AIRPORT JUST NORTHWEST OF THE TERMINAL BUILDING,
 LA0784'A STANDARD REFERENCE MARK DISK SET IN THE NORTHEAST CORNER AND
 LA0784'TOP OF THE 2 X 2 FOOT CONCRETE BASE OF PARKING LOT LIGHT POLE
 LA0784'ABOUT 2 FEET ABOVE THE LEVEL OF PAVEMENT, 132 FEET SOUTH OF THE
 LA0784'CENTERLINE OF A STREET, 108 FEET SOUTH OF THE NORTH EDGE OF THE
 LA0784'LOT AND A METAL GUARDRAIL AND 87 FEET EAST OF THE CENTERLINE
 LA0784'OF THE WEST DRIVE TO TERMINAL BUILDING.
 LA0784
 LA0784                          STATION RECOVERY (1974)
 LA0784
 LA0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8289 ***********************************************************************
 AJ8289  SACS        -  This is a Secondary Airport Control Station.
 AJ8289  DESIGNATION -  BAK A
 AJ8289  PID         -  AJ8289
 AJ8289  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8289  COUNTRY     -  US
 AJ8289  USGS QUAD   -  EDINBURGH (2019)
 AJ8289
 AJ8289                         *CURRENT SURVEY CONTROL
 AJ8289  ______________________________________________________________________
 AJ8289* NAD 83(2011) POSITION- 39 16 12.24902(N) 085 53 13.22698(W)   ADJUSTED
 AJ8289* NAD 83(2011) ELLIP HT-   164.990 (meters)        (06/27/12)   ADJUSTED
 AJ8289* NAD 83(2011) EPOCH   -  2010.00
 AJ8289* NAVD 88 ORTHO HEIGHT -   198.86  (meters)      652.4   (feet) GPS OBS
 AJ8289  ______________________________________________________________________
 AJ8289  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8289  GEOID HEIGHT    -        -33.824 (meters)                     GEOID99
 AJ8289  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 AJ8289  NAD 83(2011) X  -    354,639.725 (meters)                     COMP
 AJ8289  NAD 83(2011) Y  - -4,931,797.168 (meters)                     COMP
 AJ8289  NAD 83(2011) Z  -  4,015,677.723 (meters)                     COMP
 AJ8289  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 AJ8289
 AJ8289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8289  Standards:
 AJ8289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8289  -------------------------------------------------------------------
 AJ8289  NETWORK    0.65   1.33           0.30   0.22   0.68     -0.11708023
 AJ8289  -------------------------------------------------------------------
 AJ8289  Click here for local accuracies and other accuracy information.
 AJ8289
 AJ8289.This mark is at Columbus Airport (BAK)
 AJ8289
 AJ8289.The horizontal coordinates were established by GPS observations
 AJ8289.and adjusted by the National Geodetic Survey in June 2012.
 AJ8289
 AJ8289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8289.been affixed to the stable North American tectonic plate. See 
 AJ8289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8289
 AJ8289.The horizontal coordinates are valid at the epoch date displayed above
 AJ8289.which is a decimal equivalence of Year/Month/Day.
 AJ8289
 AJ8289.The orthometric height was determined by GPS observations and a
 AJ8289.high-resolution geoid model.
 AJ8289
 AJ8289.GPS derived orthometric heights for airport stations designated as
 AJ8289.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8289.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8289.not indicate centimeter accuracy relative to other marks which are
 AJ8289.part of the published vertical control network.
 AJ8289
 AJ8289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8289.GEOID18 height accuracy estimate available here.
 AJ8289
 AJ8289.Click photographs - Photos may exist for this station.
 AJ8289
 AJ8289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8289
 AJ8289.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8289
 AJ8289.The ellipsoidal height was determined by GPS observations
 AJ8289.and is referenced to NAD 83.
 AJ8289
 AJ8289. The following values were computed from the NAD 83(2011) position.
 AJ8289
 AJ8289;                    North         East     Units Scale Factor Converg.
 AJ8289;SPC IN E     -   446,500.990    80,986.064   MT  0.99997112   -0 08 22.1
 AJ8289;SPC IN E     - 1,464,895.33    265,701.78   sFT  0.99997112   -0 08 22.1
 AJ8289;UTM  16      - 4,347,337.446   596,009.738   MT  0.99971350   +0 42 16.4
 AJ8289
 AJ8289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8289!SPC IN E     -   0.99997412  x   0.99997112  =   0.99994524
 AJ8289!UTM  16      -   0.99997412  x   0.99971350  =   0.99968762
 AJ8289
 AJ8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9600947337(NAD 83)
 AJ8289
 AJ8289                          SUPERSEDED SURVEY CONTROL
 AJ8289
 AJ8289  NAD 83(2007)-  39 16 12.24912(N)    085 53 13.22797(W) AD(2002.00) 0
 AJ8289  ELLIP H (02/10/07)  165.014  (m)                       GP(2002.00)    
 AJ8289  NAD 83(1997)-  39 16 12.24926(N)    085 53 13.22778(W) AD(       ) 1
 AJ8289  ELLIP H (11/27/02)  165.041  (m)                       GP(       ) 4 1
 AJ8289  NAD 83(1997)-  39 16 12.24925(N)    085 53 13.22787(W) AD(       ) 1
 AJ8289  ELLIP H (03/18/02)  165.038  (m)                       GP(       ) 4 1
 AJ8289
 AJ8289.Superseded values are not recommended for survey control.
 AJ8289
 AJ8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8289.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8289
 AJ8289_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8289_STAMPING: BAK A 2001
 AJ8289_MARK LOGO: NGS
 AJ8289_PROJECTION: RECESSED 8 CENTIMETERS
 AJ8289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8289+STABILITY: SURFACE MOTION
 AJ8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8289+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2022
 AJ8289
 AJ8289  HISTORY     - Date     Condition        Report By
 AJ8289  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8289  HISTORY     - 20020521 GOOD             NGS
 AJ8289  HISTORY     - 20101215 GOOD             NGS
 AJ8289  HISTORY     - 20120615 GOOD             WOOLPT
 AJ8289  HISTORY     - 20220825 SEE DESCRIPTION  INDOT
 AJ8289
 AJ8289                          STATION DESCRIPTION
 AJ8289
 AJ8289'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8289'THE STATION IS LOCATED APPROXIMATELY 4.2 MI NORTH OF COLUMBUS, 3.7
 AJ8289'MI SOUTHEAST OF TAYLORSVILLE, AND IS AT THE COLUMBUS MUNICIPAL
 AJ8289'AIRPORT. OWNERSHIP--  COLUMBUS MUNICIPAL AIRPORT, AIRPORT
 AJ8289'MANAGER ROD BLASDEL. THIS STATION IS IN THE AIRPORT RESTRICTED
 AJ8289'AREA AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL. IT IS
 AJ8289'RECOMMENDED TO USE
 AJ8289'STATION-- COL MUN AIRPORT-- PID-- AE8493-- WHICH IS OUTSIDE THE
 AJ8289'RESTRICTED AREA.
 AJ8289'
 AJ8289'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 (EXIT 76)
 AJ8289'AND US ROUTE 31, PROCEED SOUTH 5.6 MI TO THE JUNCTION OF STATE
 AJ8289'ROUTE 31 AND CENTRAL AVENUE. TURN LEFT AND PROCEED NORTH 1.6 MI
 AJ8289'ALONG CENTRAL AVENUE TO A SHARP BEND TO THE RIGHT AND CENTRAL
 AJ8289'AVENUE BECOMES ARNOLD STREET. PROCEED EAST 0.3 MI ALONG ARNOLD
 AJ8289'STREET TO THE JUNCTION OF RAY BOLL BOULEVARD. CONTINUE EAST 0.28
 AJ8289'MI TO THE JUNCTION OF THE ROAD LEADING TO THE MAINTENANCE SHOP
 AJ8289'ON THE LEFT. TURN LEFT AND PROCEED NORTH THROUGH A GATE ON THE EAST
 AJ8289'SIDE OF THE
 AJ8289'MAINTENANCE SHOP 0.17 MI TO THE JUNCTION OF TAXIWAY D AND E.  PROCEED
 AJ8289'NORTH
 AJ8289'0.65 MI TO THE JUNCTION OF TAXIWAY A. TURN RIGHT AND PROCEED NORTHEAST
 AJ8289'0.15 MI TO THE
 AJ8289'APPROACH END OF RUNWAY 23. PROCEED NORTHWEST 0.08 MI ACROSS THE END OF
 AJ8289'THE RUNWAY.
 AJ8289'TURN RIGHT AND PROCEED NORTHEAST 0.10 MI TO THE STATION ON THE LEFT,
 AJ8289'SET ONLINE WITH
 AJ8289'THE END OF PAVEMENT AND THE LIGHTS FOR THE DISPLACED THRESHOLD OF
 AJ8289'RUNWAY 23.
 AJ8289'
 AJ8289'THE STATION IS LOCATED 52.43 M ON AN AZIMUTH OF 319 DEGREES FROM
 AJ8289'THE NORTH CORNER OF THE PAVEMENT OF RUNWAY 23, 1.91 M ON AN
 AJ8289'AZIMUTH OF 132 DEGREES FROM THE SOUTHEAST EDGE OF A FIELD, AND
 AJ8289'0.93 M ON AN AZIMUTH OF 132 DEGREES FROM A CARSONITE POST. THE
 AJ8289'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- BAK A
 AJ8289'2001-- SET IN THE TOP OF A 0.3 M ROUND DIAMETER CONCRETE MONUMENT
 AJ8289'1.3 M IN DEPTH WITH AN IMBEDDED IRON ROD, RECESSED 5 CM BELOW THE
 AJ8289'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8289'CONTROL STATION.
 AJ8289
 AJ8289                          STATION RECOVERY (2002)
 AJ8289
 AJ8289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8289'RECOVERED AS DESCRIBED.
 AJ8289
 AJ8289                          STATION RECOVERY (2010)
 AJ8289
 AJ8289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AJ8289'RECOVERED AS DESCRIBED, EXCEPT CARSONITE IS GONE
 AJ8289
 AJ8289                          STATION RECOVERY (2012)
 AJ8289
 AJ8289'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 AJ8289'THE CARSONITE WITNESS POST FROM A PREVIOUS DESCRIPTION IS MISSING.
 AJ8289
 AJ8289                          STATION RECOVERY (2022)
 AJ8289
 AJ8289'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 AJ8289'MARK WAS FOUND ON COLUMBUS INDIANA AIRPORT PROPERTY IN AN AGRICULTURAL
 AJ8289'FIELD ABOUT 3 INCH (8 CM) BELOW THE SURFACE AND 7 FT (2.1 M) FROM THE
 AJ8289'EDGE OF THE FIELD.  MARK APPEARS TO BE STABLE BUT HAS SUSTAINED SOME
 AJ8289'DAMAGE TO THE TOP SURFACE OF THE MONUMENT FROM DISKING OR PLOWING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8290 ***********************************************************************
 AJ8290  SACS        -  This is a Secondary Airport Control Station.
 AJ8290  DESIGNATION -  BAK B
 AJ8290  PID         -  AJ8290
 AJ8290  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8290  COUNTRY     -  US
 AJ8290  USGS QUAD   -  EDINBURGH (2019)
 AJ8290
 AJ8290                         *CURRENT SURVEY CONTROL
 AJ8290  ______________________________________________________________________
 AJ8290* NAD 83(2011) POSITION- 39 15 45.70939(N) 085 54 06.78414(W)   ADJUSTED
 AJ8290* NAD 83(2011) ELLIP HT-   164.300 (meters)        (06/27/12)   ADJUSTED
 AJ8290* NAD 83(2011) EPOCH   -  2010.00
 AJ8290* NAVD 88 ORTHO HEIGHT -   198.15  (meters)      650.1   (feet) GPS OBS
 AJ8290  ______________________________________________________________________
 AJ8290  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8290  GEOID HEIGHT    -        -33.801 (meters)                     GEOID99
 AJ8290  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 AJ8290  NAD 83(2011) X  -    353,396.143 (meters)                     COMP
 AJ8290  NAD 83(2011) Y  - -4,932,405.264 (meters)                     COMP
 AJ8290  NAD 83(2011) Z  -  4,015,043.611 (meters)                     COMP
 AJ8290  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 AJ8290
 AJ8290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8290  Standards:
 AJ8290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8290  -------------------------------------------------------------------
 AJ8290  NETWORK    0.65   1.33           0.30   0.22   0.68     -0.13322460
 AJ8290  -------------------------------------------------------------------
 AJ8290  Click here for local accuracies and other accuracy information.
 AJ8290
 AJ8290.This mark is at Columbus Airport (BAK)
 AJ8290
 AJ8290.The horizontal coordinates were established by GPS observations
 AJ8290.and adjusted by the National Geodetic Survey in June 2012.
 AJ8290
 AJ8290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8290.been affixed to the stable North American tectonic plate. See 
 AJ8290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8290
 AJ8290.The horizontal coordinates are valid at the epoch date displayed above
 AJ8290.which is a decimal equivalence of Year/Month/Day.
 AJ8290
 AJ8290.The orthometric height was determined by GPS observations and a
 AJ8290.high-resolution geoid model.
 AJ8290
 AJ8290.GPS derived orthometric heights for airport stations designated as
 AJ8290.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8290.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8290.not indicate centimeter accuracy relative to other marks which are
 AJ8290.part of the published vertical control network.
 AJ8290
 AJ8290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8290.GEOID18 height accuracy estimate available here.
 AJ8290
 AJ8290.Click photographs - Photos may exist for this station.
 AJ8290
 AJ8290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8290
 AJ8290.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8290
 AJ8290.The ellipsoidal height was determined by GPS observations
 AJ8290.and is referenced to NAD 83.
 AJ8290
 AJ8290. The following values were computed from the NAD 83(2011) position.
 AJ8290
 AJ8290;                    North         East     Units Scale Factor Converg.
 AJ8290;SPC IN E     -   445,685.790    79,700.152   MT  0.99997174   -0 08 55.9
 AJ8290;SPC IN E     - 1,462,220.80    261,482.92   sFT  0.99997174   -0 08 55.9
 AJ8290;UTM  16      - 4,346,503.609   594,736.303   MT  0.99971050   +0 41 42.1
 AJ8290
 AJ8290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8290!SPC IN E     -   0.99997422  x   0.99997174  =   0.99994596
 AJ8290!UTM  16      -   0.99997422  x   0.99971050  =   0.99968473
 AJ8290
 AJ8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9473646503(NAD 83)
 AJ8290
 AJ8290                          SUPERSEDED SURVEY CONTROL
 AJ8290
 AJ8290  NAD 83(2007)-  39 15 45.70949(N)    085 54 06.78512(W) AD(2002.00) 0
 AJ8290  ELLIP H (02/10/07)  164.324  (m)                       GP(2002.00)    
 AJ8290  NAD 83(1997)-  39 15 45.70965(N)    085 54 06.78492(W) AD(       ) 1
 AJ8290  ELLIP H (11/27/02)  164.351  (m)                       GP(       ) 4 1
 AJ8290  NAD 83(1997)-  39 15 45.70963(N)    085 54 06.78500(W) AD(       ) 1
 AJ8290  ELLIP H (03/18/02)  164.348  (m)                       GP(       ) 4 1
 AJ8290
 AJ8290.Superseded values are not recommended for survey control.
 AJ8290
 AJ8290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8290.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8290
 AJ8290_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8290_STAMPING: BAK B 2001
 AJ8290_MARK LOGO: NGS
 AJ8290_PROJECTION: FLUSH
 AJ8290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AJ8290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8290+STABILITY: SURFACE MOTION
 AJ8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8290+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AJ8290
 AJ8290  HISTORY     - Date     Condition        Report By
 AJ8290  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8290  HISTORY     - 20020521 GOOD             NGS
 AJ8290  HISTORY     - 20101215 GOOD             NGS
 AJ8290  HISTORY     - 20120614 GOOD             WOOLPT
 AJ8290
 AJ8290                          STATION DESCRIPTION
 AJ8290
 AJ8290'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8290'THE STATION IS LOCATED APPROXIMATELY 4.2 MI NORTH OF COLUMBUS, 3.7
 AJ8290'MI SOUTHEAST OF TAYLORSVILLE, AND IS AT THE COLUMBUS MUNICIPAL
 AJ8290'AIRPORT. OWNERSHIP--  COLUMBUS MUNICIPAL AIRPORT, AIRPORT
 AJ8290'MANAGER ROD BLASDEL. THIS STATION IS IN THE AIRPORT RESTRICTED
 AJ8290'AREA AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL. IT IS
 AJ8290'RECOMMENDED TO USE
 AJ8290'STATION-- COL MUN AIRPORT-- PID-- AE8493-- WHICH IS OUTSIDE THE
 AJ8290'RESTRICTED AREA.
 AJ8290'
 AJ8290'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 (EXIT 76)
 AJ8290'AND US ROUTE 31, PROCEED SOUTH 5.6 MI TO THE JUNCTION OF STATE
 AJ8290'ROUTE 31 AND CENTRAL AVENUE. TURN LEFT AND PROCEED NORTH 1.6 MI
 AJ8290'ALONG CENTRAL AVENUE TO A SHARP BEND TO THE RIGHT AND CENTRAL
 AJ8290'AVENUE BECOMES ARNOLD STREET. PROCEED EAST 0.3 MI ALONG ARNOLD
 AJ8290'STREET TO THE JUNCTION OF RAY BOLL BOULEVARD. CONTINUE EAST 0.28
 AJ8290'MI TO THE JUNCTION OF THE ROAD LEADING TO THE MAINTENANCE SHOP
 AJ8290'ON THE LEFT. TURN LEFT AND PROCEED NORTH THROUGH A GATE ON THE EAST
 AJ8290'SIDE OF THE
 AJ8290'MAINTENANCE SHOP 0.17 MI TO THE JUNCTION OF TAXIWAY D AND E. TURN LEFT
 AJ8290'ONTO TAXIWAY D
 AJ8290'AND PROCEED WEST 0.8 MI ALONG TAXIWAY D, CROSSING THE TERMINAL APRON
 AJ8290'AND RUNWAY 5-23, TO THE JUNCTION OF TAXIWAY C. TURN RIGHT AND
 AJ8290'PROCEED NORTH 0.4 MI TO THE STATION ON THE RIGHT, JUST PAST THE
 AJ8290'OLD FIRE HOUSE. THE STATION IS NORTHEAST OF THE NORTHEASTERLY CORNER
 AJ8290'OF THE BUILDING.
 AJ8290'
 AJ8290'THE STATION IS LOCATED 40.82 M ON AN AZIMUTH OF 49 DEGREES FROM
 AJ8290'THE EAST CORNER OF THE OLD FIRE HOUSE, 49.75 M ON AN AZIMUTH OF 70
 AJ8290'DEGREES FROM A FIRE HYDRANT, 62.45 M ON AN AZIMUTH OF 85 DEGREES
 AJ8290'FROM A CATCH BASIN, 8.2 M ON AN AZIMUTH OF 185 DEGREES THE SOUTH
 AJ8290'CORNER OF A LARGE GRAVEL AREA, 3.5 M ON AN AZIMUTH OF 295 DEGREES
 AJ8290'FROM THE NORTHWEST EDGE OF A FIELD, AND 1.1 M ON AN AZIMUTH OF 295
 AJ8290'DEGREES FROM A CARSONTIE POST. THE STATION IS A STANDARD NGS
 AJ8290'HORIZONTAL CONTROL DISK STAMPED-- BAK B 2001-- SET IN THE TOP OF A
 AJ8290'0.3 M ROUND DIAMETER CONCRETE MONUMENT 1.4 M IN DEPTH WITH AN
 AJ8290'IMBEDDED IRON ROD, RECESSED 3 CM BELOW THE GROUND. THIS STATION
 AJ8290'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8290
 AJ8290                          STATION RECOVERY (2002)
 AJ8290
 AJ8290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8290'RECOVERED AS DESCRIBED.
 AJ8290
 AJ8290                          STATION RECOVERY (2010)
 AJ8290
 AJ8290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AJ8290'RECOVERED AS DESCRIBED, EXCEPT CARSONITE IS GONE
 AJ8290
 AJ8290                          STATION RECOVERY (2012)
 AJ8290
 AJ8290'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 AJ8290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8291 ***********************************************************************
 AJ8291  SACS        -  This is a Secondary Airport Control Station.
 AJ8291  DESIGNATION -  BAK C
 AJ8291  PID         -  AJ8291
 AJ8291  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8291  COUNTRY     -  US
 AJ8291  USGS QUAD   -  EDINBURGH (2019)
 AJ8291
 AJ8291                         *CURRENT SURVEY CONTROL
 AJ8291  ______________________________________________________________________
 AJ8291* NAD 83(2011) POSITION- 39 15 24.43476(N) 085 53 20.50734(W)   ADJUSTED
 AJ8291* NAD 83(2011) ELLIP HT-   163.971 (meters)        (06/27/12)   ADJUSTED
 AJ8291* NAD 83(2011) EPOCH   -  2010.00
 AJ8291* NAVD 88 ORTHO HEIGHT -   197.85  (meters)      649.1   (feet) GPS OBS
 AJ8291  ______________________________________________________________________
 AJ8291  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8291  GEOID HEIGHT    -        -33.825 (meters)                     GEOID99
 AJ8291  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 AJ8291  NAD 83(2011) X  -    354,532.498 (meters)                     COMP
 AJ8291  NAD 83(2011) Y  - -4,932,739.739 (meters)                     COMP
 AJ8291  NAD 83(2011) Z  -  4,014,535.390 (meters)                     COMP
 AJ8291  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 AJ8291
 AJ8291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8291  Standards:
 AJ8291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8291  -------------------------------------------------------------------
 AJ8291  NETWORK    0.65   1.33           0.30   0.22   0.68     -0.14642193
 AJ8291  -------------------------------------------------------------------
 AJ8291  Click here for local accuracies and other accuracy information.
 AJ8291
 AJ8291.This mark is at Columbus Airport (BAK)
 AJ8291
 AJ8291.The horizontal coordinates were established by GPS observations
 AJ8291.and adjusted by the National Geodetic Survey in June 2012.
 AJ8291
 AJ8291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8291.been affixed to the stable North American tectonic plate. See 
 AJ8291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8291
 AJ8291.The horizontal coordinates are valid at the epoch date displayed above
 AJ8291.which is a decimal equivalence of Year/Month/Day.
 AJ8291
 AJ8291.The orthometric height was determined by GPS observations and a
 AJ8291.high-resolution geoid model.
 AJ8291
 AJ8291.GPS derived orthometric heights for airport stations designated as
 AJ8291.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8291.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8291.not indicate centimeter accuracy relative to other marks which are
 AJ8291.part of the published vertical control network.
 AJ8291
 AJ8291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8291.GEOID18 height accuracy estimate available here.
 AJ8291
 AJ8291.Click photographs - Photos may exist for this station.
 AJ8291
 AJ8291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8291
 AJ8291.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8291
 AJ8291.The ellipsoidal height was determined by GPS observations
 AJ8291.and is referenced to NAD 83.
 AJ8291
 AJ8291. The following values were computed from the NAD 83(2011) position.
 AJ8291
 AJ8291;                    North         East     Units Scale Factor Converg.
 AJ8291;SPC IN E     -   445,026.918    80,807.930   MT  0.99997120   -0 08 26.6
 AJ8291;SPC IN E     - 1,460,059.15    265,117.35   sFT  0.99997120   -0 08 26.6
 AJ8291;UTM  16      - 4,345,861.291   595,853.373   MT  0.99971313   +0 42 11.1
 AJ8291
 AJ8291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8291!SPC IN E     -   0.99997427  x   0.99997120  =   0.99994548
 AJ8291!UTM  16      -   0.99997427  x   0.99971313  =   0.99968741
 AJ8291
 AJ8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9585345861(NAD 83)
 AJ8291
 AJ8291                          SUPERSEDED SURVEY CONTROL
 AJ8291
 AJ8291  NAD 83(2007)-  39 15 24.43486(N)    085 53 20.50833(W) AD(2002.00) 0
 AJ8291  ELLIP H (02/10/07)  163.994  (m)                       GP(2002.00)    
 AJ8291  NAD 83(1997)-  39 15 24.43505(N)    085 53 20.50813(W) AD(       ) 1
 AJ8291  ELLIP H (11/27/02)  164.021  (m)                       GP(       ) 4 1
 AJ8291  NAD 83(1997)-  39 15 24.43503(N)    085 53 20.50822(W) AD(       ) 1
 AJ8291  ELLIP H (03/18/02)  164.018  (m)                       GP(       ) 4 1
 AJ8291
 AJ8291.Superseded values are not recommended for survey control.
 AJ8291
 AJ8291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8291.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8291
 AJ8291_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8291_STAMPING: BAK C 2001
 AJ8291_MARK LOGO: NGS
 AJ8291_PROJECTION: FLUSH
 AJ8291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AJ8291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8291+STABILITY: SURFACE MOTION
 AJ8291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8291+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2012
 AJ8291
 AJ8291  HISTORY     - Date     Condition        Report By
 AJ8291  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8291  HISTORY     - 20020521 GOOD             NGS
 AJ8291  HISTORY     - 20101215 GOOD             NGS
 AJ8291  HISTORY     - 20120615 GOOD             WOOLPT
 AJ8291
 AJ8291                          STATION DESCRIPTION
 AJ8291
 AJ8291'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8291'THE STATION IS LOCATED APPROXIMATELY 4.2 MI NORTH OF COLUMBUS, 3.7
 AJ8291'MI SOUTHEAST OF TAYLORSVILLE, AND IS AT THE COLUMBUS MUNICIPAL
 AJ8291'AIRPORT. OWNERSHIP--  COLUMBUS MUNICIPAL AIRPORT, AIRPORT
 AJ8291'MANAGER ROD BLASDEL. THIS STATION IS IN THE AIRPORT RESTRICTED
 AJ8291'AREA AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL. IT IS
 AJ8291'RECOMMENDED TO USE
 AJ8291'STATION-- COL MUN AIRPORT-- PID-- AE8493-- WHICH IS OUTSIDE THE
 AJ8291'RESTRICTED AREA.
 AJ8291'
 AJ8291'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 (EXIT 76)
 AJ8291'AND US ROUTE 31, PROCEED SOUTH 5.6 MI TO THE JUNCTION OF STATE
 AJ8291'ROUTE 31 AND CENTRAL AVENUE. TURN LEFT AND PROCEED NORTH 1.6 MI
 AJ8291'ALONG CENTRAL AVENUE TO A SHARP BEND TO THE RIGHT AND CENTRAL
 AJ8291'AVENUE BECOMES ARNOLD STREET. PROCEED EAST 0.3 MI ALONG ARNOLD
 AJ8291'STREET TO THE JUNCTION OF RAY BOLL BOULEVARD. CONTINUE EAST 0.28
 AJ8291'MI TO THE JUNCTION OF THE ROAD LEADING TO THE MAINTENANCE SHOP
 AJ8291'ON THE LEFT. TURN LEFT AND PROCEED NORTH THROUGH A GATE ON THE EAST
 AJ8291'SIDE OF THE
 AJ8291'MAINTENANCE SHOP 0.17 MI TO THE JUNCTION OF TAXIWAY D AND E AND THE
 AJ8291'STATION ON THE
 AJ8291'RIGHT.
 AJ8291'
 AJ8291'THE STATION IS LOCATED 47.92 M ON AN AZIMUTH OF 93 DEGREES FROM
 AJ8291'THE SOUTH CORNER OF TAXIWAY D, 47.20 M ON AN AZIMUTH OF 230
 AJ8291'DEGREES FROM THE PROJECTED CENTERLINE OF RUNWAY 14-32, 51.13 M ON
 AJ8291'AN AZIMUTH OF 181 DEGREES FROM THE PROJECTED CENTERLINE OF THE
 AJ8291'HOLD SHORT LINE, 1.51 M ON AN AZIMUTH OF 324 DEGREES FROM THE
 AJ8291'NORTH EDGE OF A FIELD, AND 1.05 M ON AN AZIMUTH OF 307 DEGREES FROM
 AJ8291'A CARSONTIE POST. THE STATION IS A STANDARD NGS HORIZONTAL
 AJ8291'CONTROL DISK STAMPED-- BAK C 2001-- SET IN THE TOP OF A 0.3 M ROUND
 AJ8291'DIAMETER CONCRETE MONUMENT 1.4 M IN DEPTH WITH AN IMBEDDED IRON
 AJ8291'ROD, RECESSED 3 CM BELOW THE GROUND. THIS STATION IS DESIGNATED
 AJ8291'AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8291
 AJ8291                          STATION RECOVERY (2002)
 AJ8291
 AJ8291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8291'RECOVERED AS DESCRIBED.
 AJ8291
 AJ8291                          STATION RECOVERY (2010)
 AJ8291
 AJ8291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AJ8291'RECOVERED AS DESCRIBED, EXCEPT CARSONITE IS GONE
 AJ8291
 AJ8291                          STATION RECOVERY (2012)
 AJ8291
 AJ8291'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 AJ8291'THE CARSONITE WITNESS POST FROM A PREVIOUS DESCRIPTION IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1614 ***********************************************************************
 MD1614  DESIGNATION -  BAKER
 MD1614  PID         -  MD1614
 MD1614  STATE/COUNTY-  IN/NOBLE
 MD1614  COUNTRY     -  US
 MD1614  USGS QUAD   -  EGE (2019)
 MD1614
 MD1614                         *CURRENT SURVEY CONTROL
 MD1614  ______________________________________________________________________
 MD1614* NAD 83(1997) POSITION- 41 21 48.08420(N) 085 16 11.10793(W)   ADJUSTED
 MD1614* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 MD1614  ______________________________________________________________________
 MD1614  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 MD1614  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 MD1614  HORZ ORDER      -  SECOND
 MD1614
 MD1614.The horizontal coordinates were established by classical geodetic methods
 MD1614.and adjusted by the National Geodetic Survey in May 1999.
 MD1614
 MD1614.The orthometric height was scaled from a topographic map.
 MD1614
 MD1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1614.GEOID18 height accuracy estimate available here.
 MD1614
 MD1614.Click photographs - Photos may exist for this station.
 MD1614
 MD1614.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1614
 MD1614. The following values were computed from the NAD 83(1997) position.
 MD1614
 MD1614;                    North         East     Units Scale Factor Converg.
 MD1614;SPC IN E     -   678,986.327   133,209.332   MT  0.99998023   +0 15 44.3
 MD1614;SPC IN E     - 2,227,640.97    437,037.62   sFT  0.99998023   +0 15 44.3
 MD1614;UTM  16      - 4,580,538.616   644,717.245   MT  0.99985774   +1 08 37.0
 MD1614
 MD1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1614!SPC IN E     -   0.99995642  x   0.99998023  =   0.99993665
 MD1614!UTM  16      -   0.99995642  x   0.99985774  =   0.99981417
 MD1614
 MD1614:                Primary Azimuth Mark                     Grid Az
 MD1614:SPC IN E     -  BAKER AZ MK                              320 27 36.1
 MD1614:UTM  16      -  BAKER AZ MK                              319 34 43.4
 MD1614
 MD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4471780538(NAD 83)
 MD1614
 MD1614|---------------------------------------------------------------------|
 MD1614| PID    Reference Object                     Distance      Geod. Az  |
 MD1614|                                                           dddmmss.s |
 MD1614| MD0876 H 163                                22.891 METERS 16543     |
 MD1614| CC7774 BAKER RM 1                           36.747 METERS 22529     |
 MD1614| CC7773 BAKER AZ MK                                        3204320.4 |
 MD1614|---------------------------------------------------------------------|
 MD1614
 MD1614                          SUPERSEDED SURVEY CONTROL
 MD1614
 MD1614  NAD 83(1995)-  41 21 48.08549(N)    085 16 11.11343(W) AD(       ) 2
 MD1614  NAD 83(1986)-  41 21 48.08491(N)    085 16 11.12009(W) AD(       ) 2
 MD1614  NAD 27      -  41 21 47.90980(N)    085 16 11.21150(W) AD(       ) 2
 MD1614
 MD1614.Superseded values are not recommended for survey control.
 MD1614
 MD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1614.See file dsdata.pdf to determine how the superseded data were derived.
 MD1614
 MD1614_MARKER: DS = TRIANGULATION STATION DISK
 MD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1614_STAMPING: BAKER 1946
 MD1614_MARK LOGO: CGS
 MD1614_PROJECTION: RECESSED 30 CENTIMETERS
 MD1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1614+STABILITY: SURFACE MOTION
 MD1614
 MD1614  HISTORY     - Date     Condition        Report By
 MD1614  HISTORY     - 1946     MONUMENTED       CGS
 MD1614  HISTORY     - 1963     GOOD             CGS
 MD1614
 MD1614                          STATION DESCRIPTION
 MD1614
 MD1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1614'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST FROM AVILLA AND 5-1/2
 MD1614'MILES SOUTH FROM KENDALLVILLE.  IT IS 32 FEET WEST FROM THE
 MD1614'APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 17 FEET WEST OF A
 MD1614'NORTH-SOUTH FENCE LINE.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 MD1614'OF THE GROUND AND THE DISK IS STAMPED BAKER 1946.
 MD1614'
 MD1614'REFERENCE MARK NO. 1 IS 120.56 FEET SOUTHWEST OF THE STATION, 103 FEET
 MD1614'WEST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MD1614'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BAKER NO 1
 MD1614'1946.
 MD1614'
 MD1614'H-163 (USC AND GS) B.M. IS 75.10 FEET SOUTH-SOUTHEAST OF THE STATION,
 MD1614'20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 15 FEET
 MD1614'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MD1614'THE MARK IS A CONCRETE BLOCK ABOUT 12 INCHES SQUARE PROJECTING ABOUT
 MD1614'12 INCHES AND THE DISK IS A STANDARD USC AND GS BENCH MARK STAMPED
 MD1614'H-163 1946.
 MD1614'
 MD1614'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION, 20 FEET
 MD1614'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 7 FEET EAST OF A
 MD1614'CONCRETE CORNER POST, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 MD1614'SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 MD1614'AND THE DISK IS STAMPED BAKER 1946.
 MD1614'
 MD1614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 3 IN
 MD1614'AVILLA, GO WEST ON ROUGH PAVING FOR 1.6 MILES TO A CROSSROAD, TURN
 MD1614'LEFT AND GO SOUTH FOR 0.15 MILE TO A PASTURE JUST BEFORE COMING TO
 MD1614'FIRST HOUSE ON THE RIGHT.  STATION IS IN THE PASTURE NEAR THE FENCE
 MD1614'CORNER AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO
 MD1614'WEST ON A GRAVEL ROAD FOR 0.15 MILE TO A LARGE WHITE CONCRETE CORNER
 MD1614'POST AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1614'
 MD1614'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1614
 MD1614                          STATION RECOVERY (1963)
 MD1614
 MD1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1614'ABOUT 1.7 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE JUNCTION OF
 MD1614'NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN CORNER IN AVILLA, THENCE 0.15
 MD1614'MILE S ON GRAVELED NO. 800 E COUNTY ROAD TO TOP OF HILL AND THE
 MD1614'STATION ON RIGHT, 127.2 FEET N OF NE CORNER OF CONCRETE BLOCK
 MD1614'FOUNDATION OF FRAME HOUSE WHICH IS ON HIGHEST POINT IN THE CLOSE
 MD1614'VICINITY, 38 FEET W OF CENTER LINE OF ROAD, 1.6 FEET HIGHER THAN SAME,
 MD1614'STANDARD DISKS ARE STAMPED BAKER 1946 IN 1A AND 7A MARKS WITH THE TOP
 MD1614'MARK 0.8 FOOT UNDERGROUND.
 MD1614'
 MD1614'REFERENCE STAMPED BAKER NO 1 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1614'120.61 FEET OR 36.762 METERS SW IN AZIMUTH 45 DEG. 29 MIN. FROM
 MD1614'STATION, AND 13 FEET N OF C/L OF DRIVEWAY.
 MD1614'
 MD1614'COAST SURVEY BENCH MARK STD. DISK STAMPED H 163 1946 SET IN TOP OF
 MD1614'CONCRETE POST IS 75.10 FEET OR 22.891 METERS SSE IN AZIMUTH 345 DEG.
 MD1614'43 MIN. FROM STATION, 20 FEET N OF CENTER LINE OF GRAVEL DRIVEWAY, 20
 MD1614'FEET W OF CENTER LINE OF ROAD, 0.8 FOOT HIGHER THAN SAME, AND 1.6 FEET
 MD1614'S OF STEEL WITNESS POST, PROJECTS 0.4 FOOT ABOVE GROUND.
 MD1614'
 MD1614'AZIMUTH MARK STAMPED BAKER 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD1614'0.2 MILE NW IN AZIMUTH 140 DEG. 43 MIN. 19.0 SEC. FROM STATION, 26
 MD1614'FEET E OF PROJECTED PLANE OF E WALL OF STUCCOED BRICK HOUSE, 19 FEET N
 MD1614'OF CENTER LINE OF ASPHALT ROAD, 1.9 FEET HIGHER THAN SAME, AND 7 FEET
 MD1614'E OF SW CORNER OF L-SHAPED CONCRETE ONE-TIME FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2291 ***********************************************************************
 HZ2291  DESIGNATION -  BALD KNOB LOUISVILLE WLKY TV
 HZ2291  PID         -  HZ2291
 HZ2291  STATE/COUNTY-  IN/FLOYD
 HZ2291  COUNTRY     -  US
 HZ2291  USGS QUAD   -  NEW ALBANY (2019)
 HZ2291
 HZ2291                         *CURRENT SURVEY CONTROL
 HZ2291  ______________________________________________________________________
 HZ2291* NAD 83(1997) POSITION- 38 22 10.11831(N) 085 50 01.50672(W)   NO CHECK
 HZ2291  ______________________________________________________________________
 HZ2291  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 HZ2291  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 HZ2291  HORZ ORDER      -  THIRD
 HZ2291
 HZ2291.The horizontal coordinates were established by classical geodetic methods
 HZ2291.and adjusted by the National Geodetic Survey in May 1999.
 HZ2291
 HZ2291.No horizontal observational check was made to the station.
 HZ2291
 HZ2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2291.GEOID18 height accuracy estimate available here.
 HZ2291
 HZ2291.Click photographs - Photos may exist for this station.
 HZ2291
 HZ2291.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2291
 HZ2291. The following values were computed from the NAD 83(1997) position.
 HZ2291
 HZ2291;                    North         East     Units Scale Factor Converg.
 HZ2291;SPC IN E     -   346,517.847    85,398.913   MT  0.99996929   -0 06 13.4
 HZ2291;SPC IN E     - 1,136,867.30    280,179.60   sFT  0.99996929   -0 06 13.4
 HZ2291;UTM  16      - 4,247,454.254   601,879.240   MT  0.99972782   +0 43 26.4
 HZ2291
 HZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0187947454(NAD 83)
 HZ2291
 HZ2291                          SUPERSEDED SURVEY CONTROL
 HZ2291
 HZ2291  NAD 83(1993)-  38 22 10.12011(N)    085 50 01.50651(W) AD(       ) 3
 HZ2291  NAD 83(1986)-  38 22 10.12334(N)    085 50 01.51287(W) AD(       ) 3
 HZ2291  NAD 27      -  38 22 09.88731(N)    085 50 01.64159(W) AD(       ) 3
 HZ2291
 HZ2291.Superseded values are not recommended for survey control.
 HZ2291
 HZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2291.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2291
 HZ2291_MARKER: 42 = RADIO/TV MAST
 HZ2291
 HZ2291  HISTORY     - Date     Condition        Report By
 HZ2291  HISTORY     - 1970     FIRST OBSERVED   NGS
 HZ2291
 HZ2291                          STATION DESCRIPTION
 HZ2291
 HZ2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2291'THE STATION IS THE RED LIGHT ATOP THE BALD KNOB, LOUISVILLE,
 HZ2291'TELEVISION STATION WLKY CHANNEL 32 MAST THAT IS LOCATED ABOUT
 HZ2291'6-1/2 MILES NORTH OF NEW ALBANY, 2 MILES SOUTHWEST OF ST JOSEPH
 HZ2291'1-1/2 MILES WEST OF STATE HIGHWAY 111 AND ON A PROMINENT HILL
 HZ2291'LOCALLY KNOWN AS BALD KNOB.  THE MAST IS TRINAGULAR IN CROSS
 HZ2291'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A 64
 HZ2291'FOOT POLE ANTENNA LOCATED AT THE TOP.  THE OVERALL HEIGHT BEING
 HZ2291'989 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1803 ***********************************************************************
 MD1803  DESIGNATION -  BANDELIER
 MD1803  PID         -  MD1803
 MD1803  STATE/COUNTY-  IN/ALLEN
 MD1803  COUNTRY     -  US
 MD1803  USGS QUAD   -  MAPLES (2019)
 MD1803
 MD1803                         *CURRENT SURVEY CONTROL
 MD1803  ______________________________________________________________________
 MD1803* NAD 83(1997) POSITION- 41 03 24.30249(N) 084 58 16.68339(W)   ADJUSTED
 MD1803* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 MD1803  ______________________________________________________________________
 MD1803  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 MD1803  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 MD1803  HORZ ORDER      -  FIRST
 MD1803
 MD1803.The horizontal coordinates were established by classical geodetic methods
 MD1803.and adjusted by the National Geodetic Survey in May 1999.
 MD1803
 MD1803.The orthometric height was scaled from a topographic map.
 MD1803
 MD1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1803.GEOID18 height accuracy estimate available here.
 MD1803
 MD1803.Click photographs - Photos may exist for this station.
 MD1803
 MD1803.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1803
 MD1803. The following values were computed from the NAD 83(1997) position.
 MD1803
 MD1803;                    North         East     Units Scale Factor Converg.
 MD1803;SPC IN E     -   645,093.381   158,452.766   MT  1.00000870   +0 27 24.2
 MD1803;SPC IN E     - 2,116,443.87    519,857.12   sFT  1.00000870   +0 27 24.2
 MD1803;UTM  16      - 4,547,039.677   670,475.230   MT  0.99995769   +1 19 58.0
 MD1803
 MD1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1803!SPC IN E     -   0.99996758  x   1.00000870  =   0.99997628
 MD1803!UTM  16      -   0.99996758  x   0.99995769  =   0.99992527
 MD1803
 MD1803:                Primary Azimuth Mark                     Grid Az
 MD1803:SPC IN E     -  BANDELIER AZ MK 2                        132 54 53.2
 MD1803:UTM  16      -  BANDELIER AZ MK 2                        132 02 19.4
 MD1803
 MD1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7047547039(NAD 83)
 MD1803
 MD1803|---------------------------------------------------------------------|
 MD1803| PID    Reference Object                     Distance      Geod. Az  |
 MD1803|                                                           dddmmss.s |
 MD1803| MD1804 ST LOUIS CATH CHURCH SPIRE          APPROX. 2.9 KM 1032814.0 |
 MD1803| CE6188 BANDELIER AZ MK                                    1303901.3 |
 MD1803| CE6189 BANDELIER AZ MK 2                                  1332217.4 |
 MD1803| MD0549 J 221                                37.304 METERS 13535     |
 MD1803| CE6190 BANDELIER RM 1                       39.813 METERS 18919     |
 MD1803| MD1557 FORT WAYNE INTL HARVESTER TWR       APPROX. 9.7 KM 2725853.8 |
 MD1803| CE6191 BANDELIER RM 2                       30.779 METERS 29656     |
 MD1803| MD1547 NEW HAVEN ST JOHNS CH SPIRE         APPROX. 4.4 KM 2983500.8 |
 MD1803|---------------------------------------------------------------------|
 MD1803
 MD1803                          SUPERSEDED SURVEY CONTROL
 MD1803
 MD1803  NAD 83(1995)-  41 03 24.30323(N)    084 58 16.68595(W) AD(       ) 1
 MD1803  NAD 83(1986)-  41 03 24.30407(N)    084 58 16.69848(W) AD(       ) 1
 MD1803  NAD 27      -  41 03 24.13090(N)    084 58 16.82010(W) AD(       ) 1
 MD1803
 MD1803.Superseded values are not recommended for survey control.
 MD1803
 MD1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1803.See file dsdata.pdf to determine how the superseded data were derived.
 MD1803
 MD1803_MARKER: DS = TRIANGULATION STATION DISK
 MD1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1803_STAMPING: BANDELIER 1947
 MD1803_MARK LOGO: CGS
 MD1803_PROJECTION: FLUSH
 MD1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1803+STABILITY: SURFACE MOTION
 MD1803
 MD1803  HISTORY     - Date     Condition        Report By
 MD1803  HISTORY     - 1947     MONUMENTED       CGS
 MD1803  HISTORY     - 1960     GOOD             CGS
 MD1803  HISTORY     - 1975     GOOD             BRADY
 MD1803  HISTORY     - 1977     GOOD             NGS
 MD1803
 MD1803                          STATION DESCRIPTION
 MD1803
 MD1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1803'STATION IS LOCATED 3.7 MILES SOUTHEAST OF THE JUNCTION OF U.S.
 MD1803'HIGHWAYS 24 AND 30 AND STATE HIGHWAY 14 IN NEW HAVEN AND ON THE
 MD1803'NORTHEAST SIDE OF U.S.  HIGHWAY 30.  IT IS 86 FEET NORTH OF THE
 MD1803'INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD SOUTH, 67 FEET NORTH
 MD1803'EAST OF THE HIGHWAY, 27 FEET NORTH OF A TELEPHONE POLE, 15 FEET SOUTH
 MD1803'OF A GATE AND 13.5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 MD1803'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BANDELIER 1947.
 MD1803'
 MD1803'REFERENCE MARK NO. 1 IS 130.60 FEET SOUTH OF THE STATION IN THE
 MD1803'SOUTHWEST ANGLE OF THE TWO ROADS.  IT IS 50 FEET SOUTHWEST OF THE
 MD1803'INTERSECTION OF HIGHWAY 30 AND THE GRAVEL ROAD, 18 FEET NORTH OF A
 MD1803'POWER POLE AND 1.5 FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH
 MD1803'WITH THE GROUND AND THE DISK IS STAMPED BANDELIER NO 1 1947.
 MD1803'
 MD1803'REFERENCE MARK NO. 2 IS 100.97 FEET NORTHWEST OF THE STATION.  IT IS
 MD1803'50 FEET NORTHEAST OF THE CENTER OF HIGHWAY 30 AND ONE FOOT SOUTHEAST
 MD1803'OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1803'STAMPED BANDELIER NO 2 1947.
 MD1803'
 MD1803'J 221 (USC AND GS) BM IS 122.39 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1803'49 FEET NORTHEAST OF THE CENTER OF HIGHWAY 30 AND 2 FEET NORTHWEST OF
 MD1803'A WHITE WITNESS POST.  THE MARK IS A 12 X 12 INCH CONCRETE POST
 MD1803'PROJECTING ABOUT 4 INCHES WITH A STANDARD USC AND GS BM DISK STAMPED J
 MD1803'221 1947.
 MD1803'
 MD1803'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION ON THE SOUTHWEST
 MD1803'SIDE OF U.S. HIGHWAY 30.  IT IS 48 FEET SOUTHWEST OF THE CENTER OF THE
 MD1803'HIGHWAY, 2 FEET NORTHWEST OF A POWER POLE, 4 FEET NORTHWEST OF A WHITE
 MD1803'WITNESS POST AND 125 FT SOUTH OF A WHITE HOUSE.  THE MARK PROJECTS
 MD1803'ABOUT 4 INCHES AND THE DISK IS STAMPED BANDELIER 1947.
 MD1803'
 MD1803'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 MD1803
 MD1803                          STATION RECOVERY (1960)
 MD1803
 MD1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1803'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1803'DESCRIBED.
 MD1803'
 MD1803'ABOUT 3.7 MILES ESE ALONG NO. 30 U.S. HIGHWAY FROM ITS JUNCTION WITH
 MD1803'NOS. 14 INDIANA AND 24 U.S. HWYS.  WHICH JUNCTION IS ABOUT A MILE W OF
 MD1803'THE HEART OF NEW HAVEN, 67-1/2 FEET NE OF CENTER LINE OF HWY., 0.6
 MD1803'FOOT HIGHER THAN SAME, 15 FEET SSE OF S ONE OF TWO STEEL RAIL
 MD1803'GATEPOSTS, AND 5 FEET E OF PROJECTED CENTER LINE OF 18-FOOT ASPHALT
 MD1803'FRANKE ROAD, STANDARD DISKS STAMPED BANDELIER 1947, IN 1A AND 7A
 MD1803'MARKS, THE UPPER ONE FLUSH.
 MD1803'
 MD1803'REFERENCE STAMPED BANDELIER NO 1 1947, NOTE 11A, FLUSH, IS 130.60 FEET
 MD1803'OR 39.807 METERS S IN AZIMUTH 9 DEG 17 MIN FROM STATION, 48 FEET SW OF
 MD1803'CENTER LINE OF HWY., AND 20 FEET W OF CENTER LINE OF FRANKE ROAD.
 MD1803'
 MD1803'REFERENCE STAMPED BANDELIER NO 2 1947, NOTE 11A, FLUSH, IS 100.97 FEET
 MD1803'OR 30.776 METERS WNW IN AZIMUTH 116 DEG 55 MIN FROM STATION, 50 FEET
 MD1803'NE OF CENTER LINE OF HWY., AND 96 FEET W OF PROJECTED CENTER LINE OF
 MD1803'FRANKE ROAD.
 MD1803'
 MD1803'AZIMUTH STAMPED BANDELIER 1947, NOTE 16A, PROJECTS 0.2 FOOT, IS 0.3
 MD1803'MILE SE OF STATION, 47 FEET SW OF CENTER LINE OF HWY., 32 FEET W OF
 MD1803'PROJECTED PLANE OF W WALL OF FRAME HOUSE ON NE SIDE OF HWY., 2 FEET NW
 MD1803'OF NO. 43384 POWER POLE, 1.9 FEET SE OF WITNESS POST.
 MD1803'
 MD1803'BENCH MARK STAMPED J 221 1947, STANDARD COAST SURVEY MARK PROJECTING
 MD1803'0.3 FOOT, IS 122.39 FEET OR 37.305 METERS SE OF STATION, 49 FEET NE OF
 MD1803'CENTER LINE OF HWY., 88 FEET E OF PROJECTED CENTER LINE OF FRANKE
 MD1803'ROAD, AND 1.8 FEET NW OF STEEL WITNESS POST.
 MD1803
 MD1803                          STATION RECOVERY (1975)
 MD1803
 MD1803'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 MD1803'BANDELIER 1947 RECOVERED GOOD.  BANDELIER 1947 (AZIM) RECOVERED GOOD.
 MD1803'BANDELIER NO. 1 1947 RECOVERED GOOD.  BANDELIER NO. 2 1947 RECOVERED
 MD1803'GOOD.  DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES SE OF NEW
 MD1803'HAVEN.
 MD1803
 MD1803                          STATION RECOVERY (1977)
 MD1803
 MD1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MD1803'THE STATION MARK, REFERENCE MARKS 1, 2, BM J 221 1947 USC AND GS AND
 MD1803'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION AND AS DESCRIBED IN
 MD1803'1960.  THE AZIMUTH MARK MAY BE IN WAY OF HIGHWAY CONSTRUCTION.  A NEW
 MD1803'AZIMUTH MARK 2 WAS SET AT THIS TIME.
 MD1803'
 MD1803'THE NEW TO REACH FOLLOWS--AT THE EAST EDGE OF NEW HAVEN AT THE
 MD1803'INTERSECTION OF U.S.  HIGHWAY 30 AND GREEN STREET, GO EAST ON HIGHWAY
 MD1803'30 FOR 2.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 MD1803'EAST ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 MD1803'DESCRIBED.  IT IS 68 FEET NORTH EAST OF THE CENTERLINE OF THE HIGHWAY,
 MD1803'27 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 25 FEET NORTH OF A
 MD1803'TELEPHONE POLE AND 1-FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 MD1803'IS FLUSH AND THE DISK STAMPED BANDELIER 1947.
 MD1803'
 MD1803'REFERENCE MARK 1 IS 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MD1803'HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF FRANKE ROAD, 8 FEET NORTH
 MD1803'OF A PHONE CABLE BOX AND 1-FOOT WEST OF A METAL WITNESS POST.  THE
 MD1803'MONUMENT IS FLUSH AND THE DISK STAMPED BANDELIER NO 1 1947.
 MD1803'
 MD1803'REFERENCE MARK 2 IS 79 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 51
 MD1803'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1-FOOT SOUTHWEST OF A
 MD1803'METAL WITNESS POST AND 1-FOOT SOUTHEAST OF TELEPHONE POLE A51430.  THE
 MD1803'MONUMENT IS FLUSH AND THE DISK STAMPED BANDELIER NO 2 1947.
 MD1803'
 MD1803'AZIMUTH MARK IS 1.5 FEET NORTH OF A METAL WITNESS POST, 1-FOOT SOUTH
 MD1803'OF A R-O-W FENCELINE AND 1-FOOT EAST OF A FENCELINE.  THE MONUMENT
 MD1803'PROJECTS 2 INCHES AND THE DISK STAMPED BANDELIER 2 1947 1977.
 MD1803'
 MD1803'BENCH MARK J 221 1947 IS 87 FEET EAST OF THE PROJECTED CENTERLINE OF
 MD1803'FRANKE ROAD, 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 MD1803'1-FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A USC AND GS BENCH
 MD1803'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 MD1803'THE DISK IS STAMPED J 221 1947.
 MD1803'
 MD1803'AZIMUTH MARK 1947 IS 48 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 MD1803'2-FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET NORTHWEST OF A
 MD1803'POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED
 MD1803'BANDELIER 1947.
 MD1803'
 MD1803'THE DISTANCE AND DIRECTION TO J 221 1947 WAS VERIFIED.  THE DISTANCE
 MD1803'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE TO REFERENCE
 MD1803'MARK 1 WAS 0.02 FOOT LONGER AND THE DIRECTION WAS GREATER BY 1 MINUTE
 MD1803'AND 02 SECONDS.
 MD1803'
 MD1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES EAST OF
 MD1803'NEW HAVEN.
 MD1803'
 MD1803'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1803 ***********************************************************************
 JA1803  DESIGNATION -  BANDON
 JA1803  PID         -  JA1803
 JA1803  STATE/COUNTY-  IN/PERRY
 JA1803  COUNTRY     -  US
 JA1803  USGS QUAD   -  BRANCHVILLE (2019)
 JA1803
 JA1803                         *CURRENT SURVEY CONTROL
 JA1803  ______________________________________________________________________
 JA1803* NAD 83(1997) POSITION- 38 09 55.11137(N) 086 36 13.89515(W)   ADJUSTED
 JA1803* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 JA1803  ______________________________________________________________________
 JA1803  GEOID HEIGHT    -        -32.781 (meters)                     GEOID18
 JA1803  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 JA1803  HORZ ORDER      -  FIRST
 JA1803
 JA1803.The horizontal coordinates were established by classical geodetic methods
 JA1803.and adjusted by the National Geodetic Survey in May 1999.
 JA1803
 JA1803.The orthometric height was scaled from a topographic map.
 JA1803
 JA1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1803.GEOID18 height accuracy estimate available here.
 JA1803
 JA1803.Click photographs - Photos may exist for this station.
 JA1803
 JA1803.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1803
 JA1803. The following values were computed from the NAD 83(1997) position.
 JA1803
 JA1803;                    North         East     Units Scale Factor Converg.
 JA1803;SPC IN W     -   323,950.998   942,017.350   MT  0.99998840   +0 17 46.6
 JA1803;SPC IN W     - 1,062,829.23  3,090,601.92   sFT  0.99998840   +0 17 46.6
 JA1803;UTM  16      - 4,224,230.754   534,701.902   MT  0.99961483   +0 14 41.2
 JA1803
 JA1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1803!SPC IN W     -   0.99996766  x   0.99998840  =   0.99995606
 JA1803!UTM  16      -   0.99996766  x   0.99961483  =   0.99958250
 JA1803
 JA1803:                Primary Azimuth Mark                     Grid Az
 JA1803:SPC IN W     -  BANDON AZ MK                             347 47 07.5
 JA1803:UTM  16      -  BANDON AZ MK                             347 50 12.9
 JA1803
 JA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3470124230(NAD 83)
 JA1803
 JA1803|---------------------------------------------------------------------|
 JA1803| PID    Reference Object                     Distance      Geod. Az  |
 JA1803|                                                           dddmmss.s |
 JA1803| CG7084 BANDON RM 3                          11.217 METERS 02435     |
 JA1803| CG7085 BANDON RM 4                           6.728 METERS 09259     |
 JA1803| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.12.8 KM 1091452.0 |
 JA1803| CG7083 BANDON RM 2                          25.192 METERS 20211     |
 JA1803| CG7082 BANDON RM 1                          24.400 METERS 32335     |
 JA1803| CG7081 BANDON AZ MK                                       3480454.1 |
 JA1803|---------------------------------------------------------------------|
 JA1803
 JA1803                          SUPERSEDED SURVEY CONTROL
 JA1803
 JA1803  NAD 83(1993)-  38 09 55.11342(N)    086 36 13.89653(W) AD(       ) 1
 JA1803  NAD 83(1986)-  38 09 55.11798(N)    086 36 13.89940(W) AD(       ) 1
 JA1803  NAD 27      -  38 09 54.89600(N)    086 36 13.96100(W) AD(       ) 1
 JA1803
 JA1803.Superseded values are not recommended for survey control.
 JA1803
 JA1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1803.See file dsdata.pdf to determine how the superseded data were derived.
 JA1803
 JA1803_MARKER: DS = TRIANGULATION STATION DISK
 JA1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1803_STAMPING: BRANDON 1946
 JA1803_MARK LOGO: CGS
 JA1803_PROJECTION: RECESSED 36 CENTIMETERS
 JA1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1803+STABILITY: SURFACE MOTION
 JA1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1803+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2010
 JA1803
 JA1803  HISTORY     - Date     Condition        Report By
 JA1803  HISTORY     - 1946     MONUMENTED       CGS
 JA1803  HISTORY     - 1978     GOOD             NGS
 JA1803  HISTORY     - 20100917 GOOD             BERNAR
 JA1803
 JA1803                          STATION DESCRIPTION
 JA1803
 JA1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1803'STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 37 ABOUT 4 MILES
 JA1803'SOUTH OF ST CROIX AND 2 MILES NORTH OF BANDON.  IT IS 125 FEET EAST OF
 JA1803'THE APPROXIMATE CENTER OF THE HIGHWAY, 111 FEET NORTHEAST OF A POWER
 JA1803'POLE, 93 FEET SOUTHEAST OF A POWER POLE AND 4.7 SOUTH OF A WHITE
 JA1803'WITNESS POST.  THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE
 JA1803'GROUND AND THE DISK IS STAMPED BANDON 1946.
 JA1803'
 JA1803'REFERENCE MARK NO 1 IS 80.05 FEET NORTHWEST OF THE STATION.  IT IS
 JA1803'22.3 FEET SOUTHEAST OF A POWER POLE AND 13 FEET EAST OF AN OLD ROAD.
 JA1803'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BANDON NO 1
 JA1803'1946.
 JA1803'
 JA1803'REFERENCE MARK NO 2 IS 82.65 FEET SOUTHWEST OF THE STATION.  IT IS 70
 JA1803'FEET NORTHEAST OF A POWER POLE AND 23 FEET EAST OF AN OLD ROAD.  THE
 JA1803'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRANDON NO 2
 JA1803'1946.
 JA1803'
 JA1803'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION ON THE EAST SIDE
 JA1803'OF STATE HIGHWAY 37.  IT IS 26 FEET EAST OF THE APPROXIMATE CENTER OF
 JA1803'THE HIGHWAY, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FT EAST OF THE
 JA1803'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BANDON
 JA1803'1946.
 JA1803'
 JA1803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 62 IN
 JA1803'ST CROIX GO SOUTH ON HIGHWAY 37 FOR 3.7 MILES TO A WHITE SCHOOLHOUSE
 JA1803'ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.3 MILE TO THE AZIMUTH MARK ON
 JA1803'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE STATION ON THE
 JA1803'LEFT.
 JA1803'
 JA1803'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1803
 JA1803                          STATION RECOVERY (1978)
 JA1803
 JA1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1803'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  BOTH
 JA1803'THE REFERENCE MARKS WERRE SEARCHED FOR BUT NOT FOUND AND ASSUMED TO
 JA1803'HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET, NEW
 JA1803'DESCRIPTION FOLLOWS--
 JA1803'
 JA1803'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BANDON, ON THE EAST
 JA1803'RIGHT-OF-WAY OF STATE HIGHWAY 37, ABOUT 150 FEET SOUTHWEST OF THE
 JA1803'SOUTHWEST EDGE OF A FARM POND, 23 FEET SOUTHWEST OF THE NORTHEAST
 JA1803'RIGHT-OF-WAY FENCE, 38 FEET SOUTH OF A METAL WITNESS POST, 22 FEET
 JA1803'WEST OF A METAL WITNESS POST AND 1 FOOT EAST OF A METAL WITNESS POST.
 JA1803'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED BANDON
 JA1803'1946.
 JA1803'
 JA1803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 62 AT
 JA1803'ST. CROIX, GO SOUTHERLY ON HIGHWAY 37 FOR 4.0 MILES TO THE AZIMUTH
 JA1803'MARK ON THE LEFT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.5 MILE TO
 JA1803'THE AZIMUTH MARK ON THE LEFT AT THE HIGHEST POINT OF ROAD CUT.
 JA1803'
 JA1803'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 JA1803'MAGNETS, PROJECTING 3 INCHES, STAMPED BANDON 1946 NO 3 1978, 1 FOOT
 JA1803'SOUTHEAST OF A METAL WITNESS POST, ABOUT 120 FEET SOUTHWEST OF THE
 JA1803'FARM POND, 36 FEET OF NORTH OF A METAL WITNESS POST AND 1
 JA1803'FOOTSOUTHWEST OF RIGHT-OF-WAY FENCE.
 JA1803'
 JA1803'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 JA1803'MAGNETS, PROJECTING 3 INCHES, STAMPED BANDON 1946 NO 4 1978, 1 FOOT
 JA1803'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT 130 FEET SOUTHWEST OF THE
 JA1803'FARM POND, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 36 FEET
 JA1803'SOUTHEAST OF A METAL WITNESS POST.
 JA1803'
 JA1803'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 JA1803'3 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 JA1803'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BANDON 1946.
 JA1803'
 JA1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 JA1803'OF ST. CROIX.
 JA1803'
 JA1803'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA1803
 JA1803                          STATION RECOVERY (2010)
 JA1803
 JA1803'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2010 (MGB)
 JA1803'WITNESS POST DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2047 ***********************************************************************
 HZ2047  DESIGNATION -  BANDON RESET
 HZ2047  PID         -  HZ2047
 HZ2047  STATE/COUNTY-  IN/JEFFERSON
 HZ2047  COUNTRY     -  US
 HZ2047  USGS QUAD   -  MADISON WEST (2019)
 HZ2047
 HZ2047                         *CURRENT SURVEY CONTROL
 HZ2047  ______________________________________________________________________
 HZ2047* NAD 83(1997) POSITION- 38 39 57.17592(N) 085 28 03.45929(W)   ADJUSTED
 HZ2047* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 HZ2047  ______________________________________________________________________
 HZ2047  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 HZ2047  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 HZ2047  HORZ ORDER      -  SECOND
 HZ2047
 HZ2047.The horizontal coordinates were established by classical geodetic methods
 HZ2047.and adjusted by the National Geodetic Survey in May 1999.
 HZ2047
 HZ2047.The orthometric height was scaled from a topographic map.
 HZ2047
 HZ2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2047.GEOID18 height accuracy estimate available here.
 HZ2047
 HZ2047.Click photographs - Photos may exist for this station.
 HZ2047
 HZ2047.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2047
 HZ2047. The following values were computed from the NAD 83(1997) position.
 HZ2047
 HZ2047;                    North         East     Units Scale Factor Converg.
 HZ2047;SPC IN E     -   379,425.143   117,322.266   MT  0.99997036   +0 07 27.7
 HZ2047;SPC IN E     - 1,244,830.66    384,914.80   sFT  0.99997036   +0 07 27.7
 HZ2047;SPC KY1Z     - 1,258,918.614 1,524,575.488   MT  0.99999981   +0 10 24.1
 HZ2047;SPC KY1Z     - 4,130,302.15  5,001,878.08   sFT  0.99999981   +0 10 24.1
 HZ2047;SPC KY N     -   130,111.301   394,033.501   MT  0.99996807   -0 45 26.8
 HZ2047;SPC KY N     -   426,873.49  1,292,758.24   sFT  0.99996807   -0 45 26.8
 HZ2047;UTM  16      - 4,280,814.217   633,316.125   MT  0.99981887   +0 57 27.1
 HZ2047
 HZ2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2047!SPC IN E     -   0.99996737  x   0.99997036  =   0.99993773
 HZ2047!SPC KY1Z     -   0.99996737  x   0.99999981  =   0.99996718
 HZ2047!SPC KY N     -   0.99996737  x   0.99996807  =   0.99993544
 HZ2047!UTM  16      -   0.99996737  x   0.99981887  =   0.99978624
 HZ2047
 HZ2047:                Primary Azimuth Mark                     Grid Az
 HZ2047:SPC IN E     -  BANDON AZ MK                             086 39 46.9
 HZ2047:SPC KY1Z     -  BANDON AZ MK                             086 36 50.5
 HZ2047:SPC KY N     -  BANDON AZ MK                             087 32 41.4
 HZ2047:UTM  16      -  BANDON AZ MK                             085 49 47.5
 HZ2047
 HZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3331680814(NAD 83)
 HZ2047
 HZ2047|---------------------------------------------------------------------|
 HZ2047| PID    Reference Object                     Distance      Geod. Az  |
 HZ2047|                                                           dddmmss.s |
 HZ2047| CG7089 BANDON RM 3                          22.912 METERS 00851     |
 HZ2047| CG7087 BANDON RM 1                          25.256 METERS 03141     |
 HZ2047| CG7086 BANDON AZ MK                                       0864714.6 |
 HZ2047| CG7090 BANDON RM 4                          20.648 METERS 11645     |
 HZ2047| CG7088 BANDON RM 2                          26.036 METERS 30057     |
 HZ2047|---------------------------------------------------------------------|
 HZ2047
 HZ2047                          SUPERSEDED SURVEY CONTROL
 HZ2047
 HZ2047  NAD 83(1995)-  38 39 57.17598(N)    085 28 03.45790(W) AD(       ) 2
 HZ2047  NAD 83(1993)-  38 39 57.17603(N)    085 28 03.45826(W) AD(       ) 2
 HZ2047  NAD 83(1986)-  38 39 57.17781(N)    085 28 03.46462(W) AD(       ) 2
 HZ2047  NAD 27      -  38 39 56.96000(N)    085 28 03.61200(W) AD(       ) 2
 HZ2047
 HZ2047.Superseded values are not recommended for survey control.
 HZ2047
 HZ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2047.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2047
 HZ2047_MARKER: DS = TRIANGULATION STATION DISK
 HZ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2047_STAMPING: BANDON 1947 1963
 HZ2047_MARK LOGO: CGS
 HZ2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2047+STABILITY: SURFACE MOTION
 HZ2047
 HZ2047  HISTORY     - Date     Condition        Report By
 HZ2047  HISTORY     - 1963     MONUMENTED       CGS
 HZ2047
 HZ2047                          STATION DESCRIPTION
 HZ2047
 HZ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 HZ2047'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK ONLY WERE
 HZ2047'RECOVERED. THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND
 HZ2047'REFERENCE MARK NO. 2 WERE DESTROYED SEVERAL YEARS AGO BY BULLDOZERS
 HZ2047'WHEN THE AREA AROUND THE STATION WAS CLEARED AND GRADED. A NEW
 HZ2047'SURFACE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 HZ2047'WERE ESTABLISHED THIS DATE.
 HZ2047'
 HZ2047'DUE TO CHANGES IN ROADS AND PROPERTY OWNERS THE ORIGINAL DESCRIPTION
 HZ2047'IS NO LONGER ADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 HZ2047'DESCRIPTION.
 HZ2047'
 HZ2047'THE STATION IS ON THE PROPERTY OF MRS. JOHN HAY, ABOUT 3-1/4 MILES
 HZ2047'SOUTH OF HANOVER AND 2 MILES NORTHEAST OF THE SMALL COMMUNITY
 HZ2047'OF SALUDA.
 HZ2047'
 HZ2047'TO REACH FROM THE NEW POST OFFICE IN HANOVER, IND. GO WEST ON MAIN
 HZ2047'STREET FOR 0.3 MILE TO MAIN CROSS STREET. HERE TURN LEFT AND
 HZ2047'GO SOUTH WEST, AND S ON THE OLD SALUDA ROAD FOR 3.5 MILES TO A
 HZ2047'GRAVELED ROAD LEFT JUST BEFORE THE MAIN ROAD BEARS SHARP RIGHT
 HZ2047'AND AN OILED ROAD CONTINUES STRAIGHT AHEADACROSS A SMALL BRIDGE. HERE
 HZ2047'TURN LEFT ON THE GRAVELED ROAD AND GO EAST FOR 1.05 MILE TO A
 HZ2047'CROSSROAD AND HOUSE IN THE SOUTHWEST ANGLE, CONTINUE EAST ON THE
 HZ2047'GRAVELED ROAD FOR 0.1 MILE TO THE HOME OF MRS. JOHN HAY ON THE
 HZ2047'LEFT AND THE STATION AS DESCRIBED.
 HZ2047'
 HZ2047'THE STATION IS 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HAYS
 HZ2047'HOME, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL GARAGE, 48
 HZ2047'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 38 FEET
 HZ2047'EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND NEAR THE WEST
 HZ2047'END OF A SMALL GARDEN PLOT. IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ2047'10-INCH SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES AND
 HZ2047'THE DISK IS STAMPED BANDON 1947 1963.
 HZ2047'
 HZ2047'REFERENCE MARK NO. 3 IS 1.6 FEET EAST OF THE SOUTHEAST CORNER OF A
 HZ2047'METAL GARAGE AND 38 FEET NORTHWEST OF A 48 INCH HICKORY TREE.
 HZ2047'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 HZ2047'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BANDON NO
 HZ2047'3 1947 1963.
 HZ2047'
 HZ2047'REFERENCE MARK NO. 4 IS 99 FEET EAST OF THE APPROXIMATE CENTER OF A
 HZ2047'DRIVEWAY, 16 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 HZ2047'ROAD AND 1.8 FEET WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 HZ2047'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 HZ2047'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED BANDON NO 4
 HZ2047'1947 1963.
 HZ2047'
 HZ2047'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 HZ2047'MARK NO. 4 IS 115.65 FEET.
 HZ2047'
 HZ2047'THE AZIMUTH MARK IS 137 FEET NORTH OF THE APPROXIMATE CENTER OF A
 HZ2047'ROAD INTERSECTION, 74 FEET NORTH OF A TELEPHONE POLE, 53 FEET
 HZ2047'SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL WOODEN BRIDGE LEADING
 HZ2047'INTO A WHITE FRAME HOUSE, 18 FEET WEST OF THE APPROXIMATE CENTER
 HZ2047'OF A GRAVELED ROAD, 1.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 HZ2047'AND NEAR THE EAST EDGE OF A LARGE CULTIVATED FIELD ON THE PROPERTY
 HZ2047'OF MR. JAMES WATSON. IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ2047'12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 HZ2047'DISK IS STAMPED BANDON 1947.
 HZ2047'
 HZ2047'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 HZ2047'GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD LEFT AND WHITE FRAME
 HZ2047'HOUSE IN THE NORTHEAST ANGLE, TURN LEFT ABOUT 0.05 MILE TO THE MARK
 HZ2047'ON THE LEFT NEAR EDGE OF FIELD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2276 ***********************************************************************
 HZ2276  DESIGNATION -  BANGS RESET
 HZ2276  PID         -  HZ2276
 HZ2276  STATE/COUNTY-  IN/FLOYD
 HZ2276  COUNTRY     -  US
 HZ2276  USGS QUAD   -  NEW ALBANY (2019)
 HZ2276
 HZ2276                         *CURRENT SURVEY CONTROL
 HZ2276  ______________________________________________________________________
 HZ2276* NAD 83(1997) POSITION- 38 19 36.81227(N) 085 51 17.15647(W)   ADJUSTED
 HZ2276* NAVD 88 ORTHO HEIGHT -   277.7   (meters)      911.    (feet) VERTCON3
 HZ2276  ______________________________________________________________________
 HZ2276  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 HZ2276  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 HZ2276  HORZ ORDER      -  FIRST
 HZ2276
 HZ2276.The horizontal coordinates were established by classical geodetic methods
 HZ2276.and adjusted by the National Geodetic Survey in May 1999.
 HZ2276
 HZ2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2276
 HZ2276.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2276.GEOID18 height accuracy estimate available here.
 HZ2276
 HZ2276.Click photographs - Photos may exist for this station.
 HZ2276
 HZ2276.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2276
 HZ2276. The following values were computed from the NAD 83(1997) position.
 HZ2276
 HZ2276;                    North         East     Units Scale Factor Converg.
 HZ2276;SPC IN E     -   341,794.465    83,552.947   MT  0.99997000   -0 06 59.9
 HZ2276;SPC IN E     - 1,121,370.67    274,123.29   sFT  0.99997000   -0 06 59.9
 HZ2276;SPC KY1Z     - 1,221,258.021 1,490,839.759   MT  0.99993578   -0 03 51.6
 HZ2276;SPC KY1Z     - 4,006,744.02  4,891,196.78   sFT  0.99993578   -0 03 51.6
 HZ2276;SPC KY N     -    93,004.703   359,689.450   MT  0.99996507   -0 59 53.8
 HZ2276;SPC KY N     -   305,132.93  1,180,081.14   sFT  0.99996507   -0 59 53.8
 HZ2276;UTM  16      - 4,242,705.869   600,102.101   MT  0.99972340   +0 42 37.0
 HZ2276
 HZ2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2276!SPC IN E     -   0.99996167  x   0.99997000  =   0.99993167
 HZ2276!SPC KY1Z     -   0.99996167  x   0.99993578  =   0.99989745
 HZ2276!SPC KY N     -   0.99996167  x   0.99996507  =   0.99992674
 HZ2276!UTM  16      -   0.99996167  x   0.99972340  =   0.99968508
 HZ2276
 HZ2276:                Primary Azimuth Mark                     Grid Az
 HZ2276:SPC IN E     -  SIX MILE RESET                           032 54 01.9
 HZ2276:SPC KY1Z     -  SIX MILE RESET                           032 50 53.6
 HZ2276:SPC KY N     -  SIX MILE RESET                           033 46 55.8
 HZ2276:UTM  16      -  SIX MILE RESET                           032 04 25.0
 HZ2276
 HZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0010242705(NAD 83)
 HZ2276
 HZ2276|---------------------------------------------------------------------|
 HZ2276| PID    Reference Object                     Distance      Geod. Az  |
 HZ2276|                                                           dddmmss.s |
 HZ2276| HZ2266 SIX MILE RESET                      APPROX. 6.6 KM 0324702.0 |
 HZ2276| CG7093 BANGS RM 1                           23.577 METERS 04337     |
 HZ2276| HZ2290 BANGS RM 4                           18.680 METERS 04505     |
 HZ2276| HZ2277 NEW ALBANY SECOND PRESBY            APPROX. 5.6 KM 1465232.2 |
 HZ2276| CG7092 BANGS AZ MK RESET                                  1730011.9 |
 HZ2276| CG7091 BANGS AZ MK                                        1741220.8 |
 HZ2276| CG7094 BANGS RM 2                           38.167 METERS 31934     |
 HZ2276| CG7095 BANGS RM 3                           11.060 METERS 33556     |
 HZ2276|---------------------------------------------------------------------|
 HZ2276
 HZ2276                          SUPERSEDED SURVEY CONTROL
 HZ2276
 HZ2276  NAD 83(1993)-  38 19 36.81283(N)    085 51 17.15693(W) AD(       ) 1
 HZ2276  NAD 83(1986)-  38 19 36.81642(N)    085 51 17.16360(W) AD(       ) 1
 HZ2276  NAD 27      -  38 19 36.57500(N)    085 51 17.29200(W) AD(       ) 1
 HZ2276  NGVD 29 (07/19/86)  277.8    (m)          911.     (f) VERT ANG       
 HZ2276
 HZ2276.Superseded values are not recommended for survey control.
 HZ2276
 HZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2276.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2276
 HZ2276_MARKER: DS = TRIANGULATION STATION DISK
 HZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2276_STAMPING: BANGS 1879 1933
 HZ2276_MARK LOGO: CGS
 HZ2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2276+STABILITY: SURFACE MOTION
 HZ2276
 HZ2276  HISTORY     - Date     Condition        Report By
 HZ2276  HISTORY     - 1933     MONUMENTED       CGS
 HZ2276  HISTORY     - 1935     GOOD             INGS
 HZ2276  HISTORY     - 1935     GOOD             CGS
 HZ2276  HISTORY     - 1947     GOOD             CGS
 HZ2276  HISTORY     - 1963     GOOD             AEROS
 HZ2276  HISTORY     - 1970     GOOD             NGS
 HZ2276
 HZ2276                          STATION DESCRIPTION
 HZ2276
 HZ2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2276'THIS STATION IS ABOUT 3 MILES NNW OF NEW ALBANY AND 1 MILE E OF FLOYD
 HZ2276'KNOBS POST OFFICE, ON A SMALL FLAT PLOT AT THE EAST EDGE OF THE
 HZ2276'KNOBS, OWNER UNKNOWN. IT IS ABOUT 1/2 MILE NE OF U.S. HIGHWAY 150
 HZ2276'WHERE IT PASSES OVER CREST OF THE KNOBS, ABOUT 1/4 MILE NE OF A
 HZ2276'GROUP OF FARM BUILDINGS AND IN PASTURE LAND 84 FEET S OF A 4-FOOT
 HZ2276'BLACK OAK. THE MARK PROJECTS 7 INCHES.
 HZ2276'
 HZ2276'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 HZ2276'BRONZE DISKS SET IN CONCRETE.
 HZ2276'
 HZ2276'REFERENCE MARK NO. 1 IS NE OF THE STATION, 45 FEET E OF THE 3-FOOT
 HZ2276'BLACK OAK AND PROJECTS 6 INCHES.
 HZ2276'
 HZ2276'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 25 FEET E OF A 2-1/2 FOOT
 HZ2276'BLACK OAK 90 FEET W OF THE 3-FOOT BLACK OAK AND PROJECTS 6 INCHES.
 HZ2276'
 HZ2276'THREE OLD REFERENCE MARKS ARE APPROXIMATELY 6 FEET N, E AND S,
 HZ2276'RESPECTIVELY. EACH IS A 5- BY 5-INCH SQUARE STONE POST WITH
 HZ2276'CHISELED DIAGONALS, ONE OF WHICH IS AN ARROW POINTING TO THE STATION.
 HZ2276'EACH PROJECTS 4 INCHES.
 HZ2276'
 HZ2276'THE AZIMUTH MARK IS S. OF THE STATION ON THE RIGHT-OF-WAY OF U. S.
 HZ2276'HIGHWAY 150, SET IN A GUARD RAIL FENCE ALONG THE E EDGE OF THE
 HZ2276'HIGHWAY, DIRECTLY IN FRONT, W, OF A SMALL WHITE BUNGALOW. IT IS 0.7
 HZ2276'MILE TOWARD NEW ALBANY FROM THE GATE AT THE ENTRANCE TO THE
 HZ2276'GROUNDS WHERE THE STATION IS LOCATED. IT PROJECTS 5 INCHES.
 HZ2276'
 HZ2276'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 HZ2276
 HZ2276                          STATION RECOVERY (1935)
 HZ2276
 HZ2276'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1935
 HZ2276'THE DETAILS IN THE ORIGINAL DESCRIPTION ALL APPLY IN A VAGUE WAY,
 HZ2276'BUT THEY ARE VERY MUCH OUT OF DATE AND ARE RECOGNIZED ONLY
 HZ2276'AFTER THE STATION IS FOUND. THREE OF THE ORIGINAL REFERENCE STONES
 HZ2276'STILL STAND. THE STATION WAS RE-MARKED IN 1933 WITH STANDARD
 HZ2276'DISKS.
 HZ2276'
 HZ2276'STATION IS ABOUT 1/4 MILE N OF U.S. HIGHWAY 150 ON LAND OWNED BY THE
 HZ2276'TODD HEIRS.
 HZ2276'
 HZ2276'REACHED FROM NEW ALBANY, INDIANA VIA U.S. HIGHWAY 150 BY GOING 3.1
 HZ2276'MILES NORTHWESTERLY FROM THE COURT HOUSE, TO A POI POINT OPPOSITE
 HZ2276'A RESORT KNOWN AS THE PINES. FOLLOW A PRIVATE DRIVE N AROUND THE SIDE
 HZ2276'OF A HILL AND ALONG A STONE FENCE TO THE FARM LOT, THEN ON
 HZ2276'FOOT N TO THE SUMMIT AND POINT OF THE KNOB. THE PRIVATE DRIVE IS
 HZ2276'ABOUT 50 YARDS E OF DRIVE TO THE PINES AT A VERY SHARPE
 HZ2276'CURVE IN HIGHWAY 150 AND NEAR THE TOP OF THE HILL.
 HZ2276
 HZ2276                          STATION RECOVERY (1935)
 HZ2276
 HZ2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HZ2276'STATION WAS RECOVERED AS DESCRIBED WITH ONE EXCEPTION, THE DISTANCE
 HZ2276'TO REFERENCE MARK NO. 1 WAS FOUND TO BE 77.35 FEET INSTEAD OF
 HZ2276'63.22 FEET AS GIVEN BY G.L.A. IN 1933.
 HZ2276
 HZ2276                          STATION RECOVERY (1947)
 HZ2276
 HZ2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2276'THE STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1935. ALL MARKS
 HZ2276'WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH COULD
 HZ2276'NOT BE FOUND. A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY. A NEW
 HZ2276'DESCRIPTION FOLLOWS.
 HZ2276'
 HZ2276'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF NEW ALBANY, 1
 HZ2276'MILE EAST OF THE FLOYD KNOB POST OFFICE, 0.5 MILE NORTHEAST OF
 HZ2276'WHERE U.S. HIGHWAY 150 PASSES OVER THE CREST OF THE KNOBS, AND 84
 HZ2276'FEET SOUTH OF A 3-FOOT BLACK OAK TREE. THE MARK PROJECTS 6
 HZ2276'INCHES, AND THE DISK IS STAMPED BANGS 1879 1933.
 HZ2276'
 HZ2276'THE STATION IS ON LAND KNOWN AS THE ALTAWOOD SUBDIVISION KNOBHILL
 HZ2276'REALTY CO. WHICH IS OWNED BY DR. JOHN P. GENTILL AND DR. LENETT
 HZ2276'N. REISZE.
 HZ2276'
 HZ2276'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HZ2276'BRONZE DISKS SET IN CONCRETE.
 HZ2276'
 HZ2276'REFERENCE MARK NO. 1 IS 77.35 FEET NORTHEAST OF THE STATION AND 45
 HZ2276'FEET EAST OF A 4-FOOT BLACK OAK. THE MARK PROJECTS 6 INCHES, AND
 HZ2276'THE DISK IS STAMPED BANGS 1879 1933.
 HZ2276'
 HZ2276'REFERENCE MARK NO 2 IS 125.22 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2276'25 FEET EAST OF A 5-FOOT BLACK OAK TREE. THE MARK PROJECTS 6
 HZ2276'INCHES, AND THE DISK IS STAMPED BANGS 1879 1933.
 HZ2276'
 HZ2276'THREE OLD REFERENCE MARKS ARE 6 FEET NORTH, EAST AND SOUTH OF THE
 HZ2276'STATION. EACH IS A 5 BY 5-INCH SQUARE STONE POST WITH CHISELED
 HZ2276'DIAGONALS, ONE OF WHICH IS AN ARROW POINTING TO THE STATION. EACH
 HZ2276'POST PROJECTS 4 INCHES.
 HZ2276'
 HZ2276'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF THE STATION, 81
 HZ2276'FEET EAST OF THE CENTERLINE OF HIGHWAY 150, AND 4 FEET NORTH OF
 HZ2276'THE NORTH SIDE OF MR. H.M. TANDYS HOUSE. THE MARK IS FLUSH WITH THE
 HZ2276'GROUND, AND THE DISK IS STAMPED BANGS 1879 1933 1947.
 HZ2276'
 HZ2276'TO REACH THE STATION FROM THE POST OFFICE IN NEW ALBANY, GO NORTH ON
 HZ2276'U.S. HIGHWAY 150 FOR 2.75 MILES TO A SMALL BUNGALOW ON THE
 HZ2276'RIGHT AND THE AZIMUTH MARK AS DESCRIBED. CONTINUE NORTH ON THE
 HZ2276'HIGHWAY FOR 0.75 MILE TO A SHARP CURVE TO THE LEFT NEAR THE
 HZ2276'CREST OF THE RIDGE AND A LARGE STONE GATEWAY TO THE RIGHT POSTED
 HZ2276'KNOBEDGE. TURN RIGHT, EAST AND GO ALONG THE CREST OF THE RIDGE
 HZ2276'FOR 0.2 MILE TO A BARN ON THE RIGHT AND A DIM ROAD SOUTH OF THE BARN.
 HZ2276'TURN RIGHT, SOUTHEAST, AND GO 0.15 MILE TO THE HIGHEST POINT ON
 HZ2276'THE HILL AND THE STATION.
 HZ2276'
 HZ2276'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HZ2276
 HZ2276                          STATION RECOVERY (1963)
 HZ2276
 HZ2276'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2276'STATION WAS RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE - NOW A NEW
 HZ2276'STONEHOUSE OCCUPIES LOCATION AND THE STATION MARK.
 HZ2276
 HZ2276                          STATION RECOVERY (1970)
 HZ2276
 HZ2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2276'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HZ2276'RECOVERED IN GOOD CONDITION.  THE STATION IS NOW LOCATED IN A
 HZ2276'SIDEWALK ALONG THE NORTH SIDE OF A HOUSE AND IT IS NOT POSSIBLE TO
 HZ2276'BUILD A TOWER OVER IT.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 HZ2276'AT THIS DATE.  REFERENCE MARK 2 IS NOT VISIBLE BECAUSE OF A GARAGE
 HZ2276'ON LINE TO THE STATION AND THE AZIMUTH MARK IS NOT VISIBLE
 HZ2276'BECAUSE OF TREES ON LINE WHICH THE PROPERTY OWNERS REQUESTED NOT
 HZ2276'TO BE CLEARED.  DUE TO CHANGES IN THE AREA, A COMPLETE NEW
 HZ2276'DESCRIPTION FOLLOWS.
 HZ2276'
 HZ2276'THE STATION IS LOCATED 4 MILES NORTHEAST OF EDWARDSVILLE, 2.5 MILES
 HZ2276'NORTHWEST OF NEW ALBANY, AND 1 MILE EAST OF THE FLOYDS KNOB POST
 HZ2276'OFFICE.  IT IS ON PROPERTY OWNED AND OCCUPIED BY MR. CHARLES
 HZ2276'VERNIA.
 HZ2276'
 HZ2276'TO REACH THE STATION FROM THE JUNCTION OF EAST SPRING STREET AND
 HZ2276'STATE STREET (ONE BLOCK EAST OF THE COURTHOUSE) IN NEW ALBANY, GO
 HZ2276'NORTH ON STATE STREET FOR 3.65 MILES TO THE TOP OF A HILL AND
 HZ2276'SIDE ROAD ON THE RIGHT (ALTAWOOD STREET).  TURN RIGHT AND GO NORTH
 HZ2276'ON ALTAWOOD STREET FOR APPROXIMATELY 100 FEET TO A SIDE ROAD ON THE
 HZ2276'RIGHT (ORCHARD LANE).  TURN RIGHT AND GO EAST UP THE HILL ON
 HZ2276'ORCHARD LANE FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND
 HZ2276'CONTINUE EASTERLY FOR 0.2 TO A DRIVEWAY ON THE RIGHT AND THE
 HZ2276'RESIDENCE OF MR. VERNIA.  TURN RIGHT FOLLOWING THE DRIVEWAY FOR
 HZ2276'APPROXIMATELY 100 FEET TO A GATE ON THE EAST SIDE OF A GARAGE.
 HZ2276'PASS THROUGH THE GATE AND GO APPROXIMATELY 50 FEET TO THE STATION
 HZ2276'ON THE RIGHT AT THE NORTHEAST CORNER OF THE HOUSE.  TO REACH THE
 HZ2276'AZIMUTH MARK FROM THE JUNCTION OF STATE STREET AND ALTAWOOD
 HZ2276'STREET MENTIONED ABOVE, GO SOUTH ON STATE STREET FOR 0.8 MILE
 HZ2276'TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED ON THE
 HZ2276'LEFT.
 HZ2276'
 HZ2276'THE STATION MARK IS A STANDARD DISK STAMPED BANGS 1879 1933 AND WAS
 HZ2276'ORIGINALLY SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT.  IT
 HZ2276'IS NOW FLUSH WITH THE SURFACE OF THE SIDEWALK WHICH WAS POURED
 HZ2276'AROUND THE MARK.  THE WALK IS ABOUT 3 INCHES ABOVE THE SURFACE OF
 HZ2276'THE GROUND.  IT IS 9.2 FEET NORTHWEST OF A METAL PORCH CORNER POST,
 HZ2276'2.8 FEET WEST OF A STEP IN THE SIDEWALK, AND 33 FEET EAST OF
 HZ2276'THE BACK DOOR TO THE GARAGE.
 HZ2276'
 HZ2276'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANGS NO 1 1879 1933
 HZ2276'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HZ2276'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT
 HZ2276'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS 46 FEET EAST OF A
 HZ2276'4 FOOT OAK TREE AND 13.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 HZ2276'CORNER OF A TOOL SHED.
 HZ2276'
 HZ2276'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANGS NO 2 1879 1933,
 HZ2276'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HZ2276'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 49 FEET
 HZ2276'EAST-SOUTHEAST OF THE CENTER OF A MANHOLE, 25 FEET EAST OF A 4
 HZ2276'FOOT OAK TREE, AND 18 FEET NORTH OF A CURB ALONG THE NORTH SIDE OF
 HZ2276'A DRIVEWAY.
 HZ2276'
 HZ2276'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BANGS 1879 1933 NO 3
 HZ2276'1970 CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IT IS ABOUT THE SAME
 HZ2276'ELEVATION AS THE STATION.  IT IS 5 FEET EAST-SOUTHEAST OF THE
 HZ2276'SOUTHEAST CORNER OF A GARAGE AND 2.9 FEET EAST OF A GATE AT THE
 HZ2276'NORTHEAST CORNER OF A GARAGE.
 HZ2276'
 HZ2276'REFERENCE MARK 4 IS A STANDARD TRIANGULATION STATION MARK DISK
 HZ2276'STAMPED BANGS 1879 1933 NO 4 1970, SET IN THE TOP OF A 12-INCH ROUND
 HZ2276'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 HZ2276'IT IS 47 FEET EAST-SOUTHEAST OF A 4 FOOT OAK TREE AND 15 FEET
 HZ2276'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED.
 HZ2276'
 HZ2276'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGS 1879 1933 RESET
 HZ2276'1947 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 HZ2276'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.5 FEET NORTH OF A
 HZ2276'POWER POLE, 8 FEET NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE,
 HZ2276'AND 4 FEET NORTH OF THE NORTH SIDE OF A HOUSE.
 HZ2276'
 HZ2276'THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 HZ2276'
 HZ2276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 HZ2276'NORTHWEST OF NEW ALBANY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2290 ***********************************************************************
 HZ2290  DESIGNATION -  BANGS RM 4
 HZ2290  PID         -  HZ2290
 HZ2290  STATE/COUNTY-  IN/FLOYD
 HZ2290  COUNTRY     -  US
 HZ2290  USGS QUAD   -  NEW ALBANY (2019)
 HZ2290
 HZ2290                         *CURRENT SURVEY CONTROL
 HZ2290  ______________________________________________________________________
 HZ2290* NAD 83(1997) POSITION- 38 19 37.24000(N) 085 51 16.61183(W)   ADJUSTED
 HZ2290* NAVD 88 ORTHO HEIGHT -   276.9   (meters)      908.    (feet) VERTCON3
 HZ2290  ______________________________________________________________________
 HZ2290  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 HZ2290  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 HZ2290  HORZ ORDER      -  FIRST
 HZ2290
 HZ2290.The horizontal coordinates were established by classical geodetic methods
 HZ2290.and adjusted by the National Geodetic Survey in May 1999.
 HZ2290
 HZ2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2290
 HZ2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2290.GEOID18 height accuracy estimate available here.
 HZ2290
 HZ2290.Click photographs - Photos may exist for this station.
 HZ2290
 HZ2290.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2290
 HZ2290. The following values were computed from the NAD 83(1997) position.
 HZ2290
 HZ2290;                    North         East     Units Scale Factor Converg.
 HZ2290;SPC IN E     -   341,807.626    83,566.203   MT  0.99996999   -0 06 59.6
 HZ2290;SPC IN E     - 1,121,413.85    274,166.78   sFT  0.99996999   -0 06 59.6
 HZ2290;SPC KY1Z     - 1,221,271.194 1,490,853.001   MT  0.99993580   -0 03 51.2
 HZ2290;SPC KY1Z     - 4,006,787.24  4,891,240.22   sFT  0.99993580   -0 03 51.2
 HZ2290;SPC KY N     -    93,017.659   359,702.906   MT  0.99996506   -0 59 53.4
 HZ2290;SPC KY N     -   305,175.44  1,180,125.28   sFT  0.99996506   -0 59 53.4
 HZ2290;UTM  16      - 4,242,719.217   600,115.161   MT  0.99972344   +0 42 37.3
 HZ2290
 HZ2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2290!SPC IN E     -   0.99996179  x   0.99996999  =   0.99993178
 HZ2290!SPC KY1Z     -   0.99996179  x   0.99993580  =   0.99989759
 HZ2290!SPC KY N     -   0.99996179  x   0.99996506  =   0.99992685
 HZ2290!UTM  16      -   0.99996179  x   0.99972344  =   0.99968524
 HZ2290
 HZ2290:                Primary Azimuth Mark                     Grid Az
 HZ2290:SPC IN E     -  BALD KNOB LOUISVILLE WLKY TV             021 15 38.1
 HZ2290:SPC KY1Z     -  BALD KNOB LOUISVILLE WLKY TV             021 12 29.7
 HZ2290:SPC KY N     -  BALD KNOB LOUISVILLE WLKY TV             022 08 31.9
 HZ2290:UTM  16      -  BALD KNOB LOUISVILLE WLKY TV             020 26 01.2
 HZ2290
 HZ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0011542719(NAD 83)
 HZ2290
 HZ2290|---------------------------------------------------------------------|
 HZ2290| PID    Reference Object                     Distance      Geod. Az  |
 HZ2290|                                                           dddmmss.s |
 HZ2290| HZ2291 BALD KNOB LOUISVILLE WLKY TV        APPROX. 5.1 KM 0210838.5 |
 HZ2290| CG7093 BANGS RM 1                            4.978 METERS 03801     |
 HZ2290| HZ2276 BANGS RESET                          18.680 METERS 22505     |
 HZ2290| CG7095 BANGS RM 3                           18.007 METERS 26007     |
 HZ2290| CG7094 BANGS RM 2                           41.148 METERS 29238     |
 HZ2290|---------------------------------------------------------------------|
 HZ2290
 HZ2290                          SUPERSEDED SURVEY CONTROL
 HZ2290
 HZ2290  NAD 83(1993)-  38 19 37.24057(N)    085 51 16.61229(W) AD(       ) 1
 HZ2290  NAD 83(1986)-  38 19 37.24428(N)    085 51 16.61882(W) AD(       ) 1
 HZ2290  NAD 27      -  38 19 37.00272(N)    085 51 16.74735(W) AD(       ) 1
 HZ2290  NGVD 29 (07/19/86)  277.0    (m)          909.     (f) VERT ANG       
 HZ2290
 HZ2290.Superseded values are not recommended for survey control.
 HZ2290
 HZ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2290.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2290
 HZ2290_MARKER: DS = TRIANGULATION STATION DISK
 HZ2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2290_STAMPING: BANGS 1879 1933 NO 4 1970
 HZ2290_MARK LOGO: CGS
 HZ2290_PROJECTION: FLUSH
 HZ2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2290+STABILITY: SURFACE MOTION
 HZ2290
 HZ2290  HISTORY     - Date     Condition        Report By
 HZ2290  HISTORY     - 1970     MONUMENTED       NGS
 HZ2290
 HZ2290                          STATION DESCRIPTION
 HZ2290
 HZ2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2290'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF
 HZ2290'EDWARDSVILLE, 2.5 MILES NORTHWEST OF NEW ALBANY, AND 1 MILE
 HZ2290'EAST OF THE FLOYDS KNOB POST OFFICE.  IT IS ON PROPERTY OWNED
 HZ2290'AND OCCUPIED BY MR. CHARLES VERNIA.  THIS STATION WAS
 HZ2290'ESTABLISHED BECAUSE TRIANGULATION STATION BANGS 1879 1933 IS
 HZ2290'TOO CLOSE TO MR. VERNIAS HOUSE TO HAVE A TOWER ERECTED OVER THE
 HZ2290'MARK.
 HZ2290'
 HZ2290'TO REACH THE STATION FROM THE JUNCTION OF EAST SPRING STREET
 HZ2290'AND STATE STREET (ONE BLOCK EAST OF THE COURTHOUSE) IN NEW
 HZ2290'ALBANY, GO NORTH ON STATE STREET FOR 3.65 MILES TO THE TOP OF
 HZ2290'A HILL AND A SIDE ROAD ON THE RIGHT (ALTAWOOD STREET).  TURN
 HZ2290'RIGHT AND GO NORTH ON ALTAWOOD STREET FOR APPROXIMATELY 100
 HZ2290'FEET TO A SIDE ROAD ON THE RIGHT (ORCHARD LANE).  TURN RIGHT
 HZ2290'AND GO EAST UP THE HILL ON ORCHARD LANE FOR 0.2 MILE TO A
 HZ2290'T-INTERSECTION.  TURN LEFT AND CONTINUE EASTERLY FOR 0.2 MILE
 HZ2290'TO A DRIVEWAY ON THE RIGHT AND THE RESIDENCE OF MR. VERNIA.
 HZ2290'TURN RIGHT FOLLOWING THE DRIVEWAY FOR APPROXIMATELY 100 FEET
 HZ2290'TO A GATE ON THE EAST SIDE OF A GARAGE.  PASS THROUGH THE
 HZ2290'GATE AND GO APPROXIMATELY 50 FEET TO THE STATION ON THE
 HZ2290'LEFT.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE
 HZ2290'STREET AND ALTAWOOD STREET MENTIONED ABOVE, GO SOUTH ON STATE
 HZ2290'STREET FOR 0.8 MILE TO A HOUSE ON THE LEFT AND THE AZIMUTH
 HZ2290'MARK ON THE LEFT AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 HZ2290'VISIBLE BECAUSE OF TREES ON LINE AND WERE NOT CLEARED AT THE
 HZ2290'REQUEST OF THE PROPERTY OWNERS.
 HZ2290'
 HZ2290'THE STATION MARKS ARE STANDARD TRIANGULATION STATION MARK
 HZ2290'DISKS STAMPED BANGS 1879 1933 NO 4 1970 ON THE SURFACE MARK AND
 HZ2290'BANGS 2 1970 ON THE UNDERGROUND MARK.  THE SURFACE MARK IS SET
 HZ2290'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 HZ2290'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET EAST-SOUTHEAST
 HZ2290'OF A 4 FOOT OAK TREE AND 15 FEET WEST-NORTHWEST OF THE
 HZ2290'SOUTHWEST CORNER OF A TOOL SHED.
 HZ2290'
 HZ2290'TRIANGULATION STATION BANGS 1879 1933 IS A STANDARD DISK
 HZ2290'STAMPED BANGS 1879 1933 AND WAS ORIGINALLY SET IN THE TOP OF A
 HZ2290'12-INCH ROUND CONCRETE MONUMENT.  IT IS NOW FLUSH WITH THE
 HZ2290'SURFACE OF A SIDEWALK WHICH WAS POURED AROUND THE MARK.  THE
 HZ2290'WALK IS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 HZ2290'9.2 FEET NORTHWEST OF A METAL PORCH CORNER POST, 2.8 FEET WEST
 HZ2290'OF A STEP IN THE SIDEWALK, AND 33 FEET EAST OF THE BACK DOOR TO
 HZ2290'THE GARAGE.
 HZ2290'
 HZ2290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANGS NO 1 1879
 HZ2290'1933 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 HZ2290'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 HZ2290'1 FOOT LOWER IN ELEVATION THAN STATION BANGS 1879 1933.  IT IS
 HZ2290'46 FEET EAST OF A 4 FOOT OAK TREE AND 13.5 FEET WEST-NORTHWEST
 HZ2290'OF THE NORTHWEST CORNER OF A TOOL SHED.
 HZ2290'
 HZ2290'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANGS NO 2 1879
 HZ2290'1933 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 HZ2290'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 49
 HZ2290'FEET EAST-SOUTHEAST OF THE CENTER OF A MANHOLE, 25 FEET EAST OF
 HZ2290'A 4 FOOT OAK TREE, AND 18 FEET NORTH OF A CURB ALONG THE NORTH
 HZ2290'SIDE OF A DRIVEWAY.
 HZ2290'
 HZ2290'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BANGS 1879 1933
 HZ2290'NO 3 1970 CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IS FLUSH
 HZ2290'WITH THE SURFACE OF THE WALK.  IT IS 5 FEET EAST-SOUTHEAST OF
 HZ2290'THE SOUTHEAST CORNER OF A GARAGE AND 2.9 FEET EAST OF A GATE AT
 HZ2290'THE NORTHEAST CORNER OF A GARAGE.
 HZ2290'
 HZ2290'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGS 1879 1933
 HZ2290'RESET 1947 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HZ2290'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.5 FEET
 HZ2290'NORTH OF A POWER POLE, 8 FEET NORTHEAST OF THE NORTHWEST CORNER
 HZ2290'OF A HOUSE, AND 4 FEET NORTH OF THE NORTH SIDE OF A HOUSE.
 HZ2290'
 HZ2290'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 HZ2290'
 HZ2290'HEIGHT OF LIGHT ABOVE STATION MARK 26.56 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2040 ***********************************************************************
 LA2040  DESIGNATION -  BANNER
 LA2040  PID         -  LA2040
 LA2040  STATE/COUNTY-  IN/WELLS
 LA2040  COUNTRY     -  US
 LA2040  USGS QUAD   -  MARKLE (2019)
 LA2040
 LA2040                         *CURRENT SURVEY CONTROL
 LA2040  ______________________________________________________________________
 LA2040* NAD 83(1997) POSITION- 40 48 39.01679(N) 085 16 47.17852(W)   ADJUSTED
 LA2040* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LA2040  ______________________________________________________________________
 LA2040  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 LA2040  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 LA2040  HORZ ORDER      -  THIRD
 LA2040
 LA2040.The horizontal coordinates were established by classical geodetic methods
 LA2040.and adjusted by the National Geodetic Survey in May 1999.
 LA2040
 LA2040.The orthometric height was scaled from a topographic map.
 LA2040
 LA2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2040.GEOID18 height accuracy estimate available here.
 LA2040
 LA2040.Click photographs - Photos may exist for this station.
 LA2040
 LA2040.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2040
 LA2040. The following values were computed from the NAD 83(1997) position.
 LA2040
 LA2040;                    North         East     Units Scale Factor Converg.
 LA2040;SPC IN E     -   617,624.095   132,643.304   MT  0.99997978   +0 15 10.3
 LA2040;SPC IN E     - 2,026,321.72    435,180.57   sFT  0.99997978   +0 15 10.3
 LA2040;UTM  16      - 4,519,182.365   645,089.872   MT  0.99985911   +1 07 28.1
 LA2040
 LA2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2040!SPC IN E     -   0.99996627  x   0.99997978  =   0.99994605
 LA2040!UTM  16      -   0.99996627  x   0.99985911  =   0.99982539
 LA2040
 LA2040:                Primary Azimuth Mark                     Grid Az
 LA2040:SPC IN E     -  BANNER AZ MK                             085 04 58.6
 LA2040:UTM  16      -  BANNER AZ MK                             084 12 40.8
 LA2040
 LA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4508919182(NAD 83)
 LA2040
 LA2040|---------------------------------------------------------------------|
 LA2040| PID    Reference Object                     Distance      Geod. Az  |
 LA2040|                                                           dddmmss.s |
 LA2040| CC7776 BANNER RM 1                          22.221 METERS 07201     |
 LA2040| CC7775 BANNER AZ MK                                       0852008.9 |
 LA2040| CC7778 BANNER RM 3                          24.108 METERS 19006     |
 LA2040| CC7777 BANNER RM 2                          24.120 METERS 19008     |
 LA2040|---------------------------------------------------------------------|
 LA2040
 LA2040                          SUPERSEDED SURVEY CONTROL
 LA2040
 LA2040  NAD 83(1995)-  40 48 39.01793(N)    085 16 47.18736(W) AD(       ) 3
 LA2040  NAD 83(1986)-  40 48 39.01930(N)    085 16 47.19560(W) AD(       ) 3
 LA2040  NAD 27      -  40 48 38.84860(N)    085 16 47.29440(W) AD(       ) 3
 LA2040
 LA2040.Superseded values are not recommended for survey control.
 LA2040
 LA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2040.See file dsdata.pdf to determine how the superseded data were derived.
 LA2040
 LA2040_MARKER: DS = TRIANGULATION STATION DISK
 LA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2040_STAMPING: BANNER 1955
 LA2040_MARK LOGO: CGS
 LA2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2040+STABILITY: SURFACE MOTION
 LA2040
 LA2040  HISTORY     - Date     Condition        Report By
 LA2040  HISTORY     - 1955     MONUMENTED       CGS
 LA2040  HISTORY     - 1961     GOOD             FAS
 LA2040  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LA2040
 LA2040                          STATION DESCRIPTION
 LA2040
 LA2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2040'THE STATION IS 7 MILES NORTHWEST OF BLUFFTON, 7 MILES SOUTH OF
 LA2040'ZANESVILLE AND 3-1/2 MILES
 LA2040'SOUTHEAST OF MARKLE.  IT IS 83 FEET SOUTHEAST OF THE INTERSECTION OF
 LA2040'STATE HIGHWAY 116 AND 303, 11 FEET
 LA2040'NORTHWEST OF A FENCE AND 3 FEET EAST OF A 4 INCH X 4 INHCH WITNESS
 LA2040'POST.
 LA2040'
 LA2040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 116
 LA2040'FOR 0.25 MILE TO THE MARK ON
 LA2040'THE LEFT AS DESCRIBED.
 LA2040'
 LA2040'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BANNER
 LA2040'1955.
 LA2040'
 LA2040'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE CENTER OF HIGHWAY 116 AND 1
 LA2040'FOOT NORTH OF A FENCE.  THE
 LA2040'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED BANNER NO 1 1955.
 LA2040'
 LA2040'REFERENCE MARK 2 IS 38 FEET EAST OF THE CENTER OF HIGHWAY 303 AND 1
 LA2040'FOOT WEST OF A FENCE.  THE MARK
 LA2040'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BANNER NO 2 1955.
 LA2040'
 LA2040'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTER OF HIGHWAY 116, 2
 LA2040'FEET WEST OF A 4 INCH X 4
 LA2040'INCH WHITE WITNESS POST, 2 FEET SOUTHWEST OF A POWERLINE POLE AND 1
 LA2040'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4
 LA2040'INCHES, AND THE DISK IS STAMPED BANNER 1955.
 LA2040'
 LA2040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2040
 LA2040                          STATION RECOVERY (1961)
 LA2040
 LA2040'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2040'ALL R. M. S AND AZ. MK. FOUND IN GOOD CONDITION.  STATION STAMPED
 LA2040'BANNER 1955 FOUND IN GOOD CONDITION AS DESCRIBED IN HORIZONTAL
 LA2040'CONTROL DATA SHEET 400851 STATION 1005.
 LA2040
 LA2040                          STATION RECOVERY (1977)
 LA2040
 LA2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2040'STATION MARK WAS FOUND WITH THE DISK SHEARED OFF, THE IMPRINT OF THE
 LA2040'DISK WAS CLEAR IN THE MONUMENT.  THE DISTANCE WAS CHECKED TO
 LA2040'REFERENCE MARK 1 AND CHECKED AND A NEW STATION MARK DISK WAS SET
 LA2040'USING THE ORIGINAL MONUMENT.  REFERENCE MARK 1 AND THE AZIMUTH
 LA2040'MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH
 LA2040'THE DISK SHEARED OFF OF THE MONUMENT.  REFERENCE MARK 3 WAS SET
 LA2040'IN THE SAME MONUMENT THAT REFERENCE MARK 2 WAS SET IN.  THE
 LA2040'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 LA2040'
 LA2040'THE ORIGINAL DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER THE
 LA2040'STATION WITH THE ADDITIONAL REFERENCE POINTS ADDED.
 LA2040'
 LA2040'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 LA2040'STATE HIGHWAYS 116 AND 303.  IT IS 63 FEET SOUTH OF THE CENTERLINE
 LA2040'OF HIGHWAY 116, 53 FEET EAST OF THE CENTERLINE OF HIGHWAY 303, 24
 LA2040'FEET SOUTHWEST OF A POWER POLE AND 2 FEET SOUTHWEST OF A METAL
 LA2040'WITNESS POST.  THE MONUMENT PROJECTS 2-INCHES AND THE DISK IS STAMPED
 LA2040'BANNER 1955 1977.
 LA2040'
 LA2040'REFERENCE MARK 3 IS 39 FEET EAST OF THE CENTERLINE OF HIGHWAY 303
 LA2040'AND 0.5-FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 LA2040'INCHES AND THE DISK STAMPED BANNER 1955 NO 3 1977.
 LA2040'
 LA2040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST
 LA2040'OF BLUFFTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2186 ***********************************************************************
 LA2186  DESIGNATION -  BANQUO
 LA2186  PID         -  LA2186
 LA2186  STATE/COUNTY-  IN/HUNTINGTON
 LA2186  COUNTRY     -  US
 LA2186  USGS QUAD   -  MOUNT ETNA (2019)
 LA2186
 LA2186                         *CURRENT SURVEY CONTROL
 LA2186  ______________________________________________________________________
 LA2186* NAD 83(1997) POSITION- 40 44 27.19498(N) 085 37 14.28203(W)   ADJUSTED
 LA2186* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 LA2186  ______________________________________________________________________
 LA2186  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LA2186  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LA2186  HORZ ORDER      -  THIRD
 LA2186
 LA2186.The horizontal coordinates were established by classical geodetic methods
 LA2186.and adjusted by the National Geodetic Survey in May 1999.
 LA2186
 LA2186.The orthometric height was scaled from a topographic map.
 LA2186
 LA2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2186.GEOID18 height accuracy estimate available here.
 LA2186
 LA2186.Click photographs - Photos may exist for this station.
 LA2186
 LA2186.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2186
 LA2186. The following values were computed from the NAD 83(1997) position.
 LA2186
 LA2186;                    North         East     Units Scale Factor Converg.
 LA2186;SPC IN E     -   609,785.367   103,887.974   MT  0.99996685   +0 01 48.2
 LA2186;SPC IN E     - 2,000,604.16    340,839.13   sFT  0.99996685   +0 01 48.2
 LA2186;UTM  16      - 4,510,908.779   616,461.604   MT  0.99976694   +0 54 01.2
 LA2186
 LA2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2186!SPC IN E     -   0.99996617  x   0.99996685  =   0.99993303
 LA2186!UTM  16      -   0.99996617  x   0.99976694  =   0.99973312
 LA2186
 LA2186:                Primary Azimuth Mark                     Grid Az
 LA2186:SPC IN E     -  SIMMONS                                  269 32 28.9
 LA2186:UTM  16      -  SIMMONS                                  268 40 15.9
 LA2186
 LA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1646110908(NAD 83)
 LA2186
 LA2186|---------------------------------------------------------------------|
 LA2186| PID    Reference Object                     Distance      Geod. Az  |
 LA2186|                                                           dddmmss.s |
 LA2186| LA1737 U 203                                30.953 METERS 18048     |
 LA2186| CC7780 BANQUO RM 1                          28.538 METERS 26233     |
 LA2186| CC7779 BANQUO AZ MK                                       2663639.1 |
 LA2186| LA2202 SIMMONS                             APPROX. 6.6 KM 2693417.1 |
 LA2186|---------------------------------------------------------------------|
 LA2186
 LA2186                          SUPERSEDED SURVEY CONTROL
 LA2186
 LA2186  NAD 83(1995)-  40 44 27.19787(N)    085 37 14.29459(W) AD(       ) 3
 LA2186  NAD 83(1986)-  40 44 27.19806(N)    085 37 14.29535(W) AD(       ) 3
 LA2186  NAD 27      -  40 44 27.04030(N)    085 37 14.37560(W) AD(       ) 3
 LA2186
 LA2186.Superseded values are not recommended for survey control.
 LA2186
 LA2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2186.See file dsdata.pdf to determine how the superseded data were derived.
 LA2186
 LA2186_MARKER: DS = TRIANGULATION STATION DISK
 LA2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2186_STAMPING: BANQUO 1948
 LA2186_MARK LOGO: CGS
 LA2186_PROJECTION: FLUSH
 LA2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2186+STABILITY: SURFACE MOTION
 LA2186
 LA2186  HISTORY     - Date     Condition        Report By
 LA2186  HISTORY     - 1948     MONUMENTED       CGS
 LA2186  HISTORY     - 1962     GOOD             FAS
 LA2186
 LA2186                          STATION DESCRIPTION
 LA2186
 LA2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2186'THE STATION IS LOCATED 8 MILES SOUTH OF ANDREWS, 4 MILES WEST OF MT.
 LA2186'ETNA AND 3 MILES NORTH OF BANQUO IN THE NORTHEAST ANGLE OF THE
 LA2186'INTERSECTION OF STATE HIGHWAYS 124 AND 105.
 LA2186'
 LA2186'IT IS 84 FEET NORTHEAST OF THE INTERSECTION, 53 FEET NORTH OF THE
 LA2186'CENTER OF HIGHWAY 124, 51 FEET EAST OF THE CENTER OF HIGHWAY 105, 12
 LA2186'FEET SOUTHWEST OF A FENCE LINE AND 12 FEET SOUTHWEST OF THE WHITE
 LA2186'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BANQUO 1948.
 LA2186'
 LA2186'REFERENCE MARK NO. 1 IS 93.63 FEET WEST OF THE STATION.  IT IS 42 FEET
 LA2186'WEST OF THE CENTER OF HIGHWAY 105 AND 41 FEET NORTH OF THE CENTER OF
 LA2186'HIGHWAY 124.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CENTER OF A
 LA2186'STONE CULVERT AND IS STAMPED BANQUO NO 1 1948.
 LA2186'
 LA2186'U 203 (USC AND GS) B.M. IS 101.55 FEET SOUTH OF THE STATION AND WAS
 LA2186'USED AS A REFERENCE MARK.  IT IS 69 FEET EAST OF THE CENTER OF HIGHWAY
 LA2186'105 AND 49 FEET SOUTH OF THE CENTER OF HIGHWAY 124.  THE MARK IS A 12
 LA2186'BY 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH A STANDARD USC
 LA2186'AND GS BENCH MARK DISK STAMPED U 203 1946.
 LA2186'
 LA2186'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 25 FEET SOUTH
 LA2186'OF THE CENTER OF STATE HIGHWAY 124 AND 14 FEET NORTH OF A CONCRETE
 LA2186'FENCE POST.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CENTER OF A
 LA2186'STONE CULVERT AND IS STAMPED BANQUO 1948.
 LA2186'
 LA2186'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 LA2186'124 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2186'
 LA2186'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2186
 LA2186                          STATION RECOVERY (1962)
 LA2186
 LA2186'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1962
 LA2186'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION INCLUDING BOTH
 LA2186'REFERENCE MARKS.
 LA2186'
 LA2186'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION AS A TELEPHONE
 LA2186'POLE IS DIRECTLY ON LINE.  THE MARK IS FLUSH, 13.0 FEET SW OF A FENCE,
 LA2186'32.0 FEET WNW OF A FENCE CORNER.  WITNESS POST DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ9499 ***********************************************************************
 DQ9499  DESIGNATION -  BANSCHBACH
 DQ9499  PID         -  DQ9499
 DQ9499  STATE/COUNTY-  IN/OWEN
 DQ9499  COUNTRY     -  US
 DQ9499  USGS QUAD   -  CATARACT (2019)
 DQ9499
 DQ9499                         *CURRENT SURVEY CONTROL
 DQ9499  ______________________________________________________________________
 DQ9499* NAD 83(2011) POSITION- 39 22 36.27393(N) 086 47 15.44887(W)   ADJUSTED
 DQ9499* NAD 83(2011) ELLIP HT-   198.437 (meters)        (11/08/18)   ADJUSTED
 DQ9499* NAD 83(2011) EPOCH   -  2010.00
 DQ9499* NAVD 88 ORTHO HEIGHT -   231.338 (meters)      758.98  (feet) ADJUSTED
 DQ9499  ______________________________________________________________________
 DQ9499  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 DQ9499  NAD 83(2011) X  -    276,658.376 (meters)                     COMP
 DQ9499  NAD 83(2011) Y  - -4,929,294.658 (meters)                     COMP
 DQ9499  NAD 83(2011) Z  -  4,024,860.764 (meters)                     COMP
 DQ9499  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 DQ9499  DYNAMIC HEIGHT  -        231.202 (meters)      758.54  (feet) COMP
 DQ9499  MODELED GRAVITY -    980,035.1   (mgal)                       NAVD 88
 DQ9499
 DQ9499  VERT ORDER      -  SECOND    CLASS II
 DQ9499
 DQ9499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9499  Standards:
 DQ9499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9499  -------------------------------------------------------------------
 DQ9499  NETWORK    0.30   0.67           0.13   0.11   0.34      0.05550709
 DQ9499  -------------------------------------------------------------------
 DQ9499  Click here for local accuracies and other accuracy information.
 DQ9499
 DQ9499.The horizontal coordinates were established by GPS observations
 DQ9499.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 DQ9499
 DQ9499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9499.been affixed to the stable North American tectonic plate. See 
 DQ9499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9499
 DQ9499.The horizontal coordinates are valid at the epoch date displayed above
 DQ9499.which is a decimal equivalence of Year/Month/Day.
 DQ9499
 DQ9499.The orthometric height was determined by differential leveling and
 DQ9499.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9499.in October 2018.
 DQ9499
 DQ9499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9499.GEOID18 height accuracy estimate available here.
 DQ9499
 DQ9499.Click photographs - Photos may exist for this station.
 DQ9499
 DQ9499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9499
 DQ9499.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9499
 DQ9499.The ellipsoidal height was determined by GPS observations
 DQ9499.and is referenced to NAD 83.
 DQ9499
 DQ9499.The dynamic height is computed by dividing the NAVD 88
 DQ9499.geopotential number by the normal gravity value computed on the
 DQ9499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9499.degrees latitude (g = 980.6199 gals.).
 DQ9499
 DQ9499.The modeled gravity was interpolated from observed gravity values.
 DQ9499
 DQ9499. The following values were computed from the NAD 83(2011) position.
 DQ9499
 DQ9499;                    North         East     Units Scale Factor Converg.
 DQ9499;SPC IN W     -   458,362.245   925,478.950   MT  0.99997466   +0 11 15.4
 DQ9499;SPC IN W     - 1,503,810.13  3,036,342.19   sFT  0.99997466   +0 11 15.4
 DQ9499;UTM  16      - 4,358,606.994   518,292.037   MT  0.99960412   +0 08 05.0
 DQ9499
 DQ9499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9499!SPC IN W     -   0.99996887  x   0.99997466  =   0.99994353
 DQ9499!UTM  16      -   0.99996887  x   0.99960412  =   0.99957300
 DQ9499
 DQ9499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1829258606(NAD 83)
 DQ9499
 DQ9499                          SUPERSEDED SURVEY CONTROL
 DQ9499
 DQ9499.No superseded survey control is available for this station.
 DQ9499
 DQ9499_MARKER: F = FLANGE-ENCASED ROD
 DQ9499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9499_STAMPING: BANSCHBACH 2017
 DQ9499_MARK LOGO: NONE
 DQ9499_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9499_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9499+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2018
 DQ9499_ROD/PIPE-DEPTH: 13.1 meters
 DQ9499_SLEEVE-DEPTH  : 0.9 meters
 DQ9499
 DQ9499  HISTORY     - Date     Condition        Report By
 DQ9499  HISTORY     - 20170505 MONUMENTED       INDOT
 DQ9499  HISTORY     - 20180924 GOOD             INDOT
 DQ9499
 DQ9499                          STATION DESCRIPTION
 DQ9499
 DQ9499'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CHS)
 DQ9499'THE STATION IS LOCATED ABOUT 6.7 MI (10.7 KM) SOUTHWEST OF QUINCY, 6.4
 DQ9499'MI (10.2 KM) NORTH-NORTHWEST OF SPENCER, 3.8 MI (6.2 KM)
 DQ9499'SOUTH-SOUTHEAST OF CATARACT, AND 1.5 MI (2.4 KM) SOUTHWEST OF CARP.
 DQ9499'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ9499'
 DQ9499'TO REACH FROM THE INTERSECTION OF US-231 AND STATE ROAD 67, TRAVEL 2.4
 DQ9499'MI (3.9 KM) NORTH ON US-231 TO A CONNECTOR TO COUNTY ROAD 50 EAST -
 DQ9499'ROCK HILL ROAD, TURN LEFT (WEST) AND TRAVEL 115 FT (35.1 M) TO COUNTY
 DQ9499'ROAD 50 EAST - ROCK HILL ROAD, TURN LEFT (SOUTH) AND TRAVEL 0.5 MI
 DQ9499'(0.8 KM) TO COUNTY ROAD 600 NORTH - CUBA ROAD, TURN RIGHT (WEST) AND
 DQ9499'TRAVEL 1.5 MI (2.4 KM) TO THE MONUMENT ON THE RIGHT (NORTH) SIDE OF
 DQ9499'THE ROAD.  THE MONUMENT IS 6 FT (1.8 M) ABOVE THE SURFACE OF THE ROAD.
 DQ9499'THE STATION IS 14.5 FT (4.4 M) NORTH OF THE NORTH EDGE OF THE ROAD, 3
 DQ9499'FT (0.9 M) NORTH OF THE TOP OF BANK, 5 FT (1.5 M) SOUTH OF THE
 DQ9499'CULTIVATED FIELD LINE, AND 345 FT (105.2 M) WEST OF THE CENTERLINE OF
 DQ9499'THE PRIVATE DRIVE TO 907 CUBA ROAD.
 DQ9499'
 DQ9499'NOTE- ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 DQ9499
 DQ9499                          STATION RECOVERY (2018)
 DQ9499
 DQ9499'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DQ9499'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7592 ***********************************************************************
 DR7592  DESIGNATION -  BANSCHBACH L 378
 DR7592  PID         -  DR7592
 DR7592  STATE/COUNTY-  IN/LAGRANGE
 DR7592  COUNTRY     -  US
 DR7592  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7592
 DR7592                         *CURRENT SURVEY CONTROL
 DR7592  ______________________________________________________________________
 DR7592* NAD 83(2011) POSITION- 41 38 37.88189(N) 085 33 14.50582(W)   ADJUSTED
 DR7592* NAD 83(2011) ELLIP HT-   244.404 (meters)        (09/21/23)   ADJUSTED
 DR7592* NAD 83(2011) EPOCH   -  2010.00
 DR7592* NAVD 88 ORTHO HEIGHT -   277.706 (meters)      911.11  (feet) ADJUSTED
 DR7592  ______________________________________________________________________
 DR7592  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 DR7592  NAD 83(2011) X  -    370,041.393 (meters)                     COMP
 DR7592  NAD 83(2011) Y  - -4,759,194.545 (meters)                     COMP
 DR7592  NAD 83(2011) Z  -  4,216,287.706 (meters)                     COMP
 DR7592  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 DR7592  DYNAMIC HEIGHT  -        277.599 (meters)      910.76  (feet) COMP
 DR7592  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 DR7592
 DR7592  VERT ORDER      -  SECOND    CLASS I
 DR7592
 DR7592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7592  Standards:
 DR7592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7592  -------------------------------------------------------------------
 DR7592  NETWORK    0.46   0.84           0.20   0.17   0.43      0.02993527
 DR7592  -------------------------------------------------------------------
 DR7592  Click here for local accuracies and other accuracy information.
 DR7592
 DR7592.The horizontal coordinates were established by GPS observations
 DR7592.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7592
 DR7592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7592.been affixed to the stable North American tectonic plate. See 
 DR7592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7592
 DR7592.The horizontal coordinates are valid at the epoch date displayed above
 DR7592.which is a decimal equivalence of Year/Month/Day.
 DR7592
 DR7592.The orthometric height was determined by differential leveling and
 DR7592.adjusted by the NATIONAL GEODETIC SURVEY
 DR7592.in March 2022.
 DR7592
 DR7592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7592.GEOID18 height accuracy estimate available here.
 DR7592
 DR7592.Click photographs - Photos may exist for this station.
 DR7592
 DR7592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7592
 DR7592.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7592
 DR7592.The ellipsoidal height was determined by GPS observations
 DR7592.and is referenced to NAD 83.
 DR7592
 DR7592.The dynamic height is computed by dividing the NAVD 88
 DR7592.geopotential number by the normal gravity value computed on the
 DR7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7592.degrees latitude (g = 980.6199 gals.).
 DR7592
 DR7592.The modeled gravity was interpolated from observed gravity values.
 DR7592
 DR7592. The following values were computed from the NAD 83(2011) position.
 DR7592
 DR7592;                    North         East     Units Scale Factor Converg.
 DR7592;SPC IN E     -   710,068.686   109,383.626   MT  0.99996775   +0 04 29.5
 DR7592;SPC IN E     - 2,329,617.01    358,869.45   sFT  0.99996775   +0 04 29.5
 DR7592;UTM  16      - 4,611,245.024   620,418.779   MT  0.99977844   +0 57 39.5
 DR7592
 DR7592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7592!SPC IN E     -   0.99996167  x   0.99996775  =   0.99992942
 DR7592!UTM  16      -   0.99996167  x   0.99977844  =   0.99974012
 DR7592
 DR7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2041811245(NAD 83)
 DR7592
 DR7592                          SUPERSEDED SURVEY CONTROL
 DR7592
 DR7592.No superseded survey control is available for this station.
 DR7592
 DR7592_MARKER: F = FLANGE-ENCASED ROD
 DR7592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7592_STAMPING: BANSCHBACH L 378 2018
 DR7592_MARK LOGO: NONE
 DR7592_PROJECTION: RECESSED 8 CENTIMETERS
 DR7592_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7592+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 DR7592_ROD/PIPE-DEPTH: 14.2 meters
 DR7592_SLEEVE-DEPTH  : 0.9 meters
 DR7592
 DR7592  HISTORY     - Date     Condition        Report By
 DR7592  HISTORY     - 20180315 MONUMENTED       INDOT
 DR7592
 DR7592                          STATION DESCRIPTION
 DR7592
 DR7592'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7592'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF TOPEKA, 7.1 MI
 DR7592'(11.4 KM) WEST OF LAGRANGE AND 2.4 MI (3.9 KM) SOUTHEAST OF
 DR7592'SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7592'
 DR7592'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7592'TRAVEL EAST AND SOUTHEAST 1.58 MI (2.54 KM) TO THE MONUMENT ON THE
 DR7592'RIGHT (SOUTHWEST) SIDE OF THE ROAD, LOCATED IN FRONT OF 6600 U.S.
 DR7592'HIGHWAY 20.
 DR7592'
 DR7592'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 95 FT (29.0 M)
 DR7592'SOUTHWEST OF THE ROAD CENTERLINE AND APPROXIMATELY 160 FT (48.8 M)
 DR7592'NORTHWEST OF THE INTERSECTION OF THE FARM FENCE (EXTENDED) WITH THE
 DR7592'CENTERLINE OF THE GRAVEL DRIVE FOR 6600 U.S. HIGHWAY 20 (AS MEASURED
 DR7592'ALONG SAID FENCE).  IT IS LOCATED 189.60 FT (57.8 M) SOUTH-SOUTHEAST
 DR7592'OF THE SOUTHEAST CORNER OF A CONCRETE PAD AROUND A PVC CULVERT PIPE,
 DR7592'124.70 FT (38.0 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A
 DR7592'CONCRETE CULVERT AND 251.60 FT (76.7 M) WEST-NORTHWEST OF THE FENCE
 DR7592'CORNER POST CLOSEST TO THE SOUTH ROAD EDGE OF PAVEMENT.
 DR7592'
 DR7592'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7592'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0563 ***********************************************************************
 ME0563  DESIGNATION -  BANWART
 ME0563  PID         -  ME0563
 ME0563  STATE/COUNTY-  IN/LA PORTE
 ME0563  COUNTRY     -  US
 ME0563  USGS QUAD   -  HANNA (2019)
 ME0563
 ME0563                         *CURRENT SURVEY CONTROL
 ME0563  ______________________________________________________________________
 ME0563* NAD 83(1997) POSITION- 41 25 07.40987(N) 086 51 41.83304(W)   ADJUSTED
 ME0563* NAVD 88 ORTHO HEIGHT -   221.105 (meters)      725.41  (feet) ADJUSTED
 ME0563  ______________________________________________________________________
 ME0563  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0563  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 ME0563  DYNAMIC HEIGHT  -        221.015 (meters)      725.11  (feet) COMP
 ME0563  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 ME0563
 ME0563  HORZ ORDER      -  FIRST
 ME0563  VERT ORDER      -  FIRST     CLASS I
 ME0563
 ME0563.The horizontal coordinates were established by classical geodetic methods
 ME0563.and adjusted by the National Geodetic Survey in May 1999.
 ME0563
 ME0563.The orthometric height was determined by differential leveling and
 ME0563.adjusted by the NATIONAL GEODETIC SURVEY
 ME0563.in June 1991.
 ME0563
 ME0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0563.GEOID18 height accuracy estimate available here.
 ME0563
 ME0563.Click photographs - Photos may exist for this station.
 ME0563
 ME0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0563
 ME0563.The dynamic height is computed by dividing the NAVD 88
 ME0563.geopotential number by the normal gravity value computed on the
 ME0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0563.degrees latitude (g = 980.6199 gals.).
 ME0563
 ME0563.The modeled gravity was interpolated from observed gravity values.
 ME0563
 ME0563. The following values were computed from the NAD 83(1997) position.
 ME0563
 ME0563;                    North         East     Units Scale Factor Converg.
 ME0563;SPC IN W     -   685,083.110   918,534.704   MT  0.99997089   +0 08 48.0
 ME0563;SPC IN W     - 2,247,643.50  3,013,559.27   sFT  0.99997089   +0 08 48.0
 ME0563;UTM  16      - 4,585,250.438   511,563.984   MT  0.99960165   +0 05 29.6
 ME0563
 ME0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0563!SPC IN W     -   0.99997063  x   0.99997089  =   0.99994153
 ME0563!UTM  16      -   0.99997063  x   0.99960165  =   0.99957230
 ME0563
 ME0563:                Primary Azimuth Mark                     Grid Az
 ME0563:SPC IN W     -  BANWART AZ MK                            271 10 51.9
 ME0563:UTM  16      -  BANWART AZ MK                            271 14 10.3
 ME0563
 ME0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1156385250(NAD 83)
 ME0563
 ME0563|---------------------------------------------------------------------|
 ME0563| PID    Reference Object                     Distance      Geod. Az  |
 ME0563|                                                           dddmmss.s |
 ME0563| ME0562 BANWART RM 1                         21.495 METERS 17250     |
 ME0563| ME0560 BANWART AZ MK                                      2711939.9 |
 ME0563| ME2401 WANATAH SALEM EVAN CH SPIRE         APPROX. 3.2 KM 2870455.6 |
 ME0563| ME2400 WANATAH RAD STATION WKAV MAST       APPROX. 3.3 KM 2894927.6 |
 ME0563| ME0561 BANWART RM 2                         25.738 METERS 29620     |
 ME0563|---------------------------------------------------------------------|
 ME0563
 ME0563                          SUPERSEDED SURVEY CONTROL
 ME0563
 ME0563  NAD 83(1986)-  41 25 07.41420(N)    086 51 41.83816(W) AD(       ) 1
 ME0563  NAD 27      -  41 25 07.26410(N)    086 51 41.75510(W) AD(       ) 1
 ME0563  NGVD 29 (??/??/92)  221.201  (m)          725.72   (f) ADJ UNCH    1 1
 ME0563  NGVD 29             221.20   (m)          725.7    (f) LEVELING    3  
 ME0563
 ME0563.Superseded values are not recommended for survey control.
 ME0563
 ME0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0563.See file dsdata.pdf to determine how the superseded data were derived.
 ME0563
 ME0563_MARKER: DS = TRIANGULATION STATION DISK
 ME0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0563_STAMPING: BANWART 1948
 ME0563_MARK LOGO: CGS
 ME0563_PROJECTION: RECESSED 30 CENTIMETERS
 ME0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0563+STABILITY: SURFACE MOTION
 ME0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0563+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0563
 ME0563  HISTORY     - Date     Condition        Report By
 ME0563  HISTORY     - 1948     MONUMENTED       CGS
 ME0563  HISTORY     - 1952     GOOD             CGS
 ME0563  HISTORY     - 1968     GOOD             CGS
 ME0563  HISTORY     - 1968     GOOD             CGS
 ME0563  HISTORY     - 1988     GOOD             USPSQD
 ME0563  HISTORY     - 19920901 GOOD             NGS
 ME0563
 ME0563                          STATION DESCRIPTION
 ME0563
 ME0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME0563'STATION IS LOCATED ABOUT 8 MILES SOUTH OF WESTVILLE, 7 MILES NORTH OF
 ME0563'LA CROSSE AND 2 MILES SOUTHEAST OF WANATAH.  IT IS 59 FEET SOUTH OF
 ME0563'CENTER OF A GRAVEL ROAD, 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME0563'A CORN CRIB AND 13 FEET WEST OF A FENCE.  THE MARK IS ABOUT 12 INCHES
 ME0563'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BANWART 1948.
 ME0563'
 ME0563'REFERENCE MARK NO. 1 IS 70.52 FEET SOUTH OF STATION.  IT IS 2 FEET
 ME0563'WEST OF THE SOUTHWEST CORNER OF A CORN CRIB.  THE MARK IS FLUSH WITH
 ME0563'THE GROUND AND THE DISK IS STAMPED BANWART NO 1 1948.
 ME0563'
 ME0563'REFERENCE MARK NO. 2 IS 84.44 FEET NORTHWEST OF STATION.  IT IS 23
 ME0563'FEET SOUTH OF CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.
 ME0563'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BANWART NO 2
 ME0563'1948.
 ME0563'
 ME0563'AZIMUTH MARK IS 0.55 MILE WEST OF STATION.  IT IS 25 FEET SOUTH OF
 ME0563'CENTER OF A GRAVEL ROAD, 24 FEET EAST OF CENTER OF A GRAVEL ROAD AND
 ME0563'11 FEET NORTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 ME0563'THE DISK IS STAMPED BANWART 1948.
 ME0563'
 ME0563'TO REACH STATION FROM THE PENNSYLVANIA RAILROAD CROSSING AND THE MAIN
 ME0563'STREET IN WANATAH, GO EAST ON GRAVEL ROAD JUST SOUTH OF RAILROAD
 ME0563'TRACKS FOR 1.4 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 ME0563'0.45 MILE TO ANOTHER T-ROAD LEFT AND THE AZIMUTH MARK ON LEFT IN THE
 ME0563'SOUTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO EAST 0.55 MILE TO
 ME0563'STATION ON RIGHT OR SOUTH OF ROAD AS DESCRIBED.
 ME0563'
 ME0563'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0563
 ME0563                          STATION RECOVERY (1952)
 ME0563
 ME0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0563'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME0563'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  OLD
 ME0563'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.  STATION
 ME0563'IS ON PROPERTY OWNED BY MR. WILLIAM BANWART.
 ME0563'
 ME0563'DISTANCES AND DIRECTIONS TO REFERENCE MARKS, AZIMUTH MARK AND OBJECTS
 ME0563'VISIBLE FROM THE GROUND.
 ME0563'
 ME0563'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0563
 ME0563                          STATION RECOVERY (1968)
 ME0563
 ME0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0563'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 ME0563'WERE ALL RECOVERED
 ME0563'AND IN GOOD CONDITION.  THE TO REACH GIVEN
 ME0563'IS ADEQUATE.
 ME0563
 ME0563                          STATION RECOVERY (1968)
 ME0563
 ME0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0563'2 MI SE FROM WANATAH.
 ME0563'ABOUT 1.0 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0563'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, THENCE
 ME0563'0.45 MILE SOUTH ALONG COUNTY ROAD 900 WEST, THENCE 0.55 MILE
 ME0563'EAST ALONG COUNTY ROAD 1300 SOUTH, IN SECTION 10, R 4 W, T 34 N,
 ME0563'IN THE LAWN FOR A ONE-STORY BRICK RESIDENCE, 81 1/2 FEET
 ME0563'NORTHEAST OF THE NORTHEAST CORNER OF THE RESIDENCE, 58 FEET SOUTH
 ME0563'OF THE CENTER LINE OF THE COUNTY ROAD, 32.8 FEET NORTHWEST OF THE
 ME0563'NORTHWEST CORNER OF A LARGE GRAIN STORAGE BIN, 35 1/2 FEET
 ME0563'EAST OF THE CENTER LINE OF A DRIVEWAY, ABOUT LEVEL WITH THE
 ME0563'ROAD AND SET IN THE TOP OF A CONCRETE POST 12 INCHES UNDERGROUND.
 ME0563
 ME0563                          STATION RECOVERY (1988)
 ME0563
 ME0563'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0563'RECOVERED IN GOOD CONDITION.
 ME0563
 ME0563                          STATION RECOVERY (1992)
 ME0563
 ME0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0563'1.7 KM (1.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0563'OF U.S. HIGHWAY 421 IN BANWART, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 ME0563'ALONG 900 WEST ROAD, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG 1300
 ME0563'SOUTH ROAD, 25.7 M (84.3 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 21.6
 ME0563'M (70.9 FT) NORTH OF REFERENCE MARK 1, 17.4 M (57.1 FT) SOUTH OF THE
 ME0563'ROAD CENTER, 10.1 M (33.1 FT) EAST OF AND LEVEL WITH THE CENTER OF A
 ME0563'DRIVEWAY, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE
 ME0563'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNE BY MR. VICTOR
 ME0563'BANWART, 8508 WEST 1300 SOUTH ROAD, WANATAH, IN 46390-9726, TELEPHONE
 ME0563'NUMBER (219) 733-2472.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0560 ***********************************************************************
 ME0560  DESIGNATION -  BANWART AZ MK
 ME0560  PID         -  ME0560
 ME0560  STATE/COUNTY-  IN/LA PORTE
 ME0560  COUNTRY     -  US
 ME0560  USGS QUAD   -  HANNA (2019)
 ME0560
 ME0560                         *CURRENT SURVEY CONTROL
 ME0560  ______________________________________________________________________
 ME0560* NAD 83(1986) POSITION- 41 25 07.     (N) 086 52 17.     (W)   SCALED
 ME0560* NAVD 88 ORTHO HEIGHT -   221.518 (meters)      726.76  (feet) ADJUSTED
 ME0560  ______________________________________________________________________
 ME0560  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0560  DYNAMIC HEIGHT  -        221.427 (meters)      726.47  (feet) COMP
 ME0560  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 ME0560
 ME0560  VERT ORDER      -  FIRST     CLASS I
 ME0560
 ME0560.The horizontal coordinates were scaled from a map and have
 ME0560.an estimated accuracy of +/- 6 seconds.
 ME0560
 ME0560.The orthometric height was determined by differential leveling and
 ME0560.adjusted by the NATIONAL GEODETIC SURVEY
 ME0560.in June 1991.
 ME0560
 ME0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0560.GEOID18 height accuracy estimate available here.
 ME0560
 ME0560.Click photographs - Photos may exist for this station.
 ME0560
 ME0560.The dynamic height is computed by dividing the NAVD 88
 ME0560.geopotential number by the normal gravity value computed on the
 ME0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0560.degrees latitude (g = 980.6199 gals.).
 ME0560
 ME0560.The modeled gravity was interpolated from observed gravity values.
 ME0560
 ME0560;                    North         East    Units  Estimated Accuracy
 ME0560;SPC IN W     -   685,070.      917,720.      MT  (+/- 180 meters Scaled)
 ME0560
 ME0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL107852(NAD 83)
 ME0560
 ME0560                          SUPERSEDED SURVEY CONTROL
 ME0560
 ME0560  NGVD 29 (??/??/92)  221.614  (m)          727.08   (f) ADJ UNCH    1 1
 ME0560
 ME0560.Superseded values are not recommended for survey control.
 ME0560
 ME0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0560.See file dsdata.pdf to determine how the superseded data were derived.
 ME0560
 ME0560_MARKER: DZ = AZIMUTH MARK DISK
 ME0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0560_STAMPING: BANWART 1948
 ME0560_MARK LOGO: CGS
 ME0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0560+STABILITY: SURFACE MOTION
 ME0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0560+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0560
 ME0560  HISTORY     - Date     Condition        Report By
 ME0560  HISTORY     - 1948     MONUMENTED       CGS
 ME0560  HISTORY     - 1968     GOOD             CGS
 ME0560  HISTORY     - 19920901 GOOD             NGS
 ME0560  HISTORY     - 20071103 GOOD             GEOCAC
 ME0560
 ME0560                          STATION DESCRIPTION
 ME0560
 ME0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0560'1.4 MI SE FROM WANATAH.
 ME0560'ABOUT 1.0 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0560'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, THENCE
 ME0560'0.45 MILE SOUTH ALONG COUNTY ROAD 900 WEST, IN SECTION 10, R 4 W,
 ME0560'T 34 N, 34 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 ME0560'COUNTY ROAD NO. 1300 SOUTH LEADING EAST, 25 FEET SOUTH OF THE
 ME0560'CENTER LINE OF COUNTY ROAD 1300 SOUTH, 23 FEET EAST OF THE
 ME0560'CENTER LINE OF COUNTY ROAD 900 WEST, 10 1/2 FEET SOUTHEAST OF
 ME0560'THE SOUTH END OF A 24-INCH PIPE CULVERT UNDER ROAD 1300 SOUTH,
 ME0560'1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 ME0560'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 ME0560'ABOVE THE LEVEL OF THE GROUND.
 ME0560
 ME0560                          STATION RECOVERY (1992)
 ME0560
 ME0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0560'1.7 KM (1.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0560'OF U.S. HIGHWAY 421 IN BANWART, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 ME0560'ALONG 900 WEST ROAD, 8.1 M (26.6 FT) SOUTH OF AND LEVEL WITH THE
 ME0560'CENTER OF 1300 SOUTH ROAD, 7.0 M (23.0 FT) EAST OF THE ROAD CENTER,
 ME0560'1.9 M (6.2 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT, 0.5 M
 ME0560'(1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 ME0560'(0.3 FT) ABOVE THE GROUND SURFACE.
 ME0560
 ME0560                          STATION RECOVERY (2007)
 ME0560
 ME0560'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0562 ***********************************************************************
 ME0562  DESIGNATION -  BANWART RM 1
 ME0562  PID         -  ME0562
 ME0562  STATE/COUNTY-  IN/LA PORTE
 ME0562  COUNTRY     -  US
 ME0562  USGS QUAD   -  HANNA (2019)
 ME0562
 ME0562                         *CURRENT SURVEY CONTROL
 ME0562  ______________________________________________________________________
 ME0562* NAD 83(1986) POSITION- 41 25 06.72   (N) 086 51 41.72   (W)   HD_HELD1
 ME0562* NAVD 88 ORTHO HEIGHT -   221.453 (meters)      726.55  (feet) ADJUSTED
 ME0562  ______________________________________________________________________
 ME0562  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0562  DYNAMIC HEIGHT  -        221.363 (meters)      726.26  (feet) COMP
 ME0562  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 ME0562
 ME0562  VERT ORDER      -  FIRST     CLASS I
 ME0562
 ME0562.The horizontal coordinates were determined by differentially corrected
 ME0562.hand held GPS observations or other comparable positioning techniques
 ME0562.and have an estimated accuracy of +/- 3 meters.
 ME0562
 ME0562.The orthometric height was determined by differential leveling and
 ME0562.adjusted by the NATIONAL GEODETIC SURVEY
 ME0562.in June 1991.
 ME0562
 ME0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0562.GEOID18 height accuracy estimate available here.
 ME0562
 ME0562.Click photographs - Photos may exist for this station.
 ME0562
 ME0562.The dynamic height is computed by dividing the NAVD 88
 ME0562.geopotential number by the normal gravity value computed on the
 ME0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0562.degrees latitude (g = 980.6199 gals.).
 ME0562
 ME0562.The modeled gravity was interpolated from observed gravity values.
 ME0562
 ME0562;                    North         East    Units  Estimated Accuracy
 ME0562;SPC IN W     -   685,061.8     918,537.4     MT  (+/- 3 meters HH1 GPS) 
 ME0562
 ME0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1156685229(NAD 83)
 ME0562
 ME0562                          SUPERSEDED SURVEY CONTROL
 ME0562
 ME0562  NGVD 29 (??/??/92)  221.550  (m)          726.87   (f) ADJ UNCH    1 1
 ME0562
 ME0562.Superseded values are not recommended for survey control.
 ME0562
 ME0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0562.See file dsdata.pdf to determine how the superseded data were derived.
 ME0562
 ME0562_MARKER: DR = REFERENCE MARK DISK
 ME0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0562_STAMPING: BANWART NO 1 1948
 ME0562_MARK LOGO: CGS
 ME0562_PROJECTION: RECESSED 8 CENTIMETERS
 ME0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0562+STABILITY: SURFACE MOTION
 ME0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0562+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0562
 ME0562  HISTORY     - Date     Condition        Report By
 ME0562  HISTORY     - 1948     MONUMENTED       CGS
 ME0562  HISTORY     - 1968     GOOD             CGS
 ME0562  HISTORY     - 19920901 GOOD             NGS
 ME0562
 ME0562                          STATION DESCRIPTION
 ME0562
 ME0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0562'2 MI SE FROM WANATAH.
 ME0562'ABOUT 1.0 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0562'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, THENCE
 ME0562'0.45 MILE SOUTH ALONG COUNTY ROAD 900 WEST, THENCE 0.55 MILE
 ME0562'EAST ALONG COUNTY ROAD 1300 SOUTH, 70.5 FEET SOUTH OF THE STATION
 ME0562'MARK, 75 FEET EAST-SOUTHEAST OF AND ACROSS A DRIVEWAY FROM THE
 ME0562'NORTHEAST CORNER OF A ONE-STORY BRICK RESIDENCE, 43 1/2 FEET EAST
 ME0562'OF THE CENTER LINE OF DRIVEWAY, IN SECTION 10, R 4 W, T 34 N,
 ME0562'2.1 FEET NORTH OF THE SOUTHWEST CORNER OF A LARGE CORN BIN,
 ME0562'3.3 FEET NORTH OF THE NORTH FACE OF THE CONCRETE FOUNDATION
 ME0562'OF THE BUILDING, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 ME0562'OF A CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 ME0562
 ME0562                          STATION RECOVERY (1992)
 ME0562
 ME0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0562'1.7 KM (1.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0562'OF U.S. HIGHWAY 421 IN BANWART, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 ME0562'ALONG 900 WEST ROAD, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG 1300
 ME0562'SOUTH ROAD, 38.8 M (127.3 FT) SOUTH OF THE ROAD CENTER, 21.6 M
 ME0562'(70.9 FT) SOUTH OF TRIANGULATION STATION BANWART, 13.0 M (42.7 FT)
 ME0562'EAST OF AND LEVEL WITH THE CENTER OF A DRIVEWAY, AND THE MONUMENT IS
 ME0562'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT
 ME0562'IS ON PROPERTY OWNE BY MR. VICTOR BANWART, 8508 WEST 1300 SOUTH ROAD,
 ME0562'WANATAH, IN 46390-9726, TELEPHONE NUMBER (219) 733-2472.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0561 ***********************************************************************
 ME0561  DESIGNATION -  BANWART RM 2
 ME0561  PID         -  ME0561
 ME0561  STATE/COUNTY-  IN/LA PORTE
 ME0561  COUNTRY     -  US
 ME0561  USGS QUAD   -  HANNA (2019)
 ME0561
 ME0561                         *CURRENT SURVEY CONTROL
 ME0561  ______________________________________________________________________
 ME0561* NAD 83(1986) POSITION- 41 25 07.78   (N) 086 51 42.83   (W)   HD_HELD1
 ME0561* NAVD 88 ORTHO HEIGHT -   221.409 (meters)      726.41  (feet) ADJUSTED
 ME0561  ______________________________________________________________________
 ME0561  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0561  DYNAMIC HEIGHT  -        221.319 (meters)      726.11  (feet) COMP
 ME0561  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 ME0561
 ME0561  VERT ORDER      -  FIRST     CLASS I
 ME0561
 ME0561.The horizontal coordinates were determined by differentially corrected
 ME0561.hand held GPS observations or other comparable positioning techniques
 ME0561.and have an estimated accuracy of +/- 3 meters.
 ME0561
 ME0561.The orthometric height was determined by differential leveling and
 ME0561.adjusted by the NATIONAL GEODETIC SURVEY
 ME0561.in June 1991.
 ME0561
 ME0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0561.GEOID18 height accuracy estimate available here.
 ME0561
 ME0561.Click photographs - Photos may exist for this station.
 ME0561
 ME0561.The dynamic height is computed by dividing the NAVD 88
 ME0561.geopotential number by the normal gravity value computed on the
 ME0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0561.degrees latitude (g = 980.6199 gals.).
 ME0561
 ME0561.The modeled gravity was interpolated from observed gravity values.
 ME0561
 ME0561;                    North         East    Units  Estimated Accuracy
 ME0561;SPC IN W     -   685,094.5     918,511.5     MT  (+/- 3 meters HH1 GPS) 
 ME0561
 ME0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1154085261(NAD 83)
 ME0561
 ME0561                          SUPERSEDED SURVEY CONTROL
 ME0561
 ME0561  NGVD 29 (??/??/92)  221.505  (m)          726.72   (f) ADJ UNCH    1 1
 ME0561
 ME0561.Superseded values are not recommended for survey control.
 ME0561
 ME0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0561.See file dsdata.pdf to determine how the superseded data were derived.
 ME0561
 ME0561_MARKER: DR = REFERENCE MARK DISK
 ME0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0561_STAMPING: BANWART NO 2 1948
 ME0561_MARK LOGO: CGS
 ME0561_PROJECTION: FLUSH
 ME0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0561+STABILITY: SURFACE MOTION
 ME0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0561+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0561
 ME0561  HISTORY     - Date     Condition        Report By
 ME0561  HISTORY     - 1948     MONUMENTED       CGS
 ME0561  HISTORY     - 1968     GOOD             CGS
 ME0561  HISTORY     - 19920901 GOOD             NGS
 ME0561  HISTORY     - 20071103 GOOD             GEOCAC
 ME0561
 ME0561                          STATION DESCRIPTION
 ME0561
 ME0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0561'2 MI SE FROM WANATAH.
 ME0561'ABOUT 1.0 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0561'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, THENCE
 ME0561'0.45 MILE SOUTH ALONG COUNTY ROAD NO. 900 WEST, THENCE 0.55
 ME0561'MILE EAST ALONG COUNTY ROAD 1300 SOUTH, IN SECTION 10, R 4 W,
 ME0561'T 34 N, 84.4 FEET NORTHWEST OF THE STATION MARK, 95.5 FEET
 ME0561'NORTHEAST OF THE NORTHWEST CORNER OF A ONE-STORY BRICK RESIDENCE,
 ME0561'39 1/2 FEET WEST OF THE CENTER LINE OF DRIVEWAY TO RESIDENCE,
 ME0561'21 1/2 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, ABOUT
 ME0561'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 ME0561'WITH THE GROUND.
 ME0561
 ME0561                          STATION RECOVERY (1992)
 ME0561
 ME0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0561'1.7 KM (1.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0561'OF U.S. HIGHWAY 421 IN BANWART, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 ME0561'ALONG 900 WEST ROAD, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG 1300
 ME0561'SOUTH ROAD, 25.7 M (84.3 FT) WEST-NORTHWEST OF TRIANGULATION STATION
 ME0561'BANWART, 13.2 M (43.3 FT) WEST OF AND LEVEL WITH THE CENTER OF A
 ME0561'DRIVEWAY, 6.2 M (20.3 FT) SOUTH OF THE ROAD CENTER, AND THE MONUMENT
 ME0561'IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON PROPERTY
 ME0561'OWNED BY MR. VICTOR BANWART, 8508 WEST 1300 SOUTH ROAD, WANATAH, IN
 ME0561'46390-9726, TELEPHONE NUMBER (219)733-2472.
 ME0561
 ME0561                          STATION RECOVERY (2007)
 ME0561
 ME0561'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2222 ***********************************************************************
 JZ2222  DESIGNATION -  BAR S 5
 JZ2222  PID         -  JZ2222
 JZ2222  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2222  COUNTRY     -  US
 JZ2222  USGS QUAD   -  COLUMBUS (2019)
 JZ2222
 JZ2222                         *CURRENT SURVEY CONTROL
 JZ2222  ______________________________________________________________________
 JZ2222* NAD 83(1986) POSITION- 39 13 24.     (N) 085 53 30.     (W)   SCALED
 JZ2222* NAVD 88 ORTHO HEIGHT -   192.549 (meters)      631.72  (feet) ADJUSTED
 JZ2222  ______________________________________________________________________
 JZ2222  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JZ2222  DYNAMIC HEIGHT  -        192.431 (meters)      631.33  (feet) COMP
 JZ2222  MODELED GRAVITY -    980,010.1   (mgal)                       NAVD 88
 JZ2222
 JZ2222  VERT ORDER      -  SECOND    CLASS 0
 JZ2222
 JZ2222.The horizontal coordinates were scaled from a map and have
 JZ2222.an estimated accuracy of +/- 6 seconds.
 JZ2222
 JZ2222.The orthometric height was determined by differential leveling and
 JZ2222.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2222.in June 1991.
 JZ2222
 JZ2222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2222.GEOID18 height accuracy estimate available here.
 JZ2222
 JZ2222.Click photographs - Photos may exist for this station.
 JZ2222
 JZ2222.The dynamic height is computed by dividing the NAVD 88
 JZ2222.geopotential number by the normal gravity value computed on the
 JZ2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2222.degrees latitude (g = 980.6199 gals.).
 JZ2222
 JZ2222.The modeled gravity was interpolated from observed gravity values.
 JZ2222
 JZ2222;                    North         East    Units  Estimated Accuracy
 JZ2222;SPC IN E     -   441,310.       80,570.      MT  (+/- 180 meters Scaled)
 JZ2222
 JZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ956421(NAD 83)
 JZ2222
 JZ2222                          SUPERSEDED SURVEY CONTROL
 JZ2222
 JZ2222  NGVD 29 (??/??/92)  192.672  (m)          632.12   (f) ADJ UNCH    2 0
 JZ2222
 JZ2222.Superseded values are not recommended for survey control.
 JZ2222
 JZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2222.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2222
 JZ2222_MARKER: DD = SURVEY DISK
 JZ2222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2222_SP_SET: BRIDGE SEAT
 JZ2222_STAMPING: BAR S 5
 JZ2222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2222
 JZ2222  HISTORY     - Date     Condition        Report By
 JZ2222  HISTORY     - UNK      MONUMENTED       INHD
 JZ2222  HISTORY     - 1947     GOOD             CGS
 JZ2222  HISTORY     - 20070109 MARK NOT FOUND   BEACON
 JZ2222
 JZ2222                          STATION DESCRIPTION
 JZ2222
 JZ2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2222'0.7 MI E FROM COLUMBUS.
 JZ2222'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 46 FROM THE STATE HIGHWAY
 JZ2222'GARAGE AT COLUMBUS, AT THE EAST EDGE OF TOWN, AT THE INTERSECTION
 JZ2222'OF HIGHWAY 46 AND U.S. HIGHWAY 31, 232 FEET NORTH OF THE CENTER
 JZ2222'LINE OF HIGHWAY 46, IN THE TOP OF THE SOUTHWEST END OF THE
 JZ2222'SOUTHEAST CONCRETE BRIDGE SEAT OF A LARGE STEEL SPAN BRIDGE OVER
 JZ2222'HAW CREEK, 19 FEET WEST OF THE CENTER LINE OF HIGHWAY 31 AND
 JZ2222'ABOUT 6 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
 JZ2222
 JZ2222                          STATION RECOVERY (2007)
 JZ2222
 JZ2222'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2163 ***********************************************************************
 LB2163  DESIGNATION -  BARCE
 LB2163  PID         -  LB2163
 LB2163  STATE/COUNTY-  IN/BENTON
 LB2163  COUNTRY     -  US
 LB2163  USGS QUAD   -  TEMPLETON (2019)
 LB2163
 LB2163                         *CURRENT SURVEY CONTROL
 LB2163  ______________________________________________________________________
 LB2163* NAD 83(1997) POSITION- 40 36 21.50513(N) 087 14 32.22190(W)   ADJUSTED
 LB2163* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LB2163  ______________________________________________________________________
 LB2163  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 LB2163  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LB2163  HORZ ORDER      -  THIRD
 LB2163
 LB2163.The horizontal coordinates were established by classical geodetic methods
 LB2163.and adjusted by the National Geodetic Survey in May 1999.
 LB2163
 LB2163.The orthometric height was scaled from a topographic map.
 LB2163
 LB2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2163.GEOID18 height accuracy estimate available here.
 LB2163
 LB2163.Click photographs - Photos may exist for this station.
 LB2163
 LB2163.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2163
 LB2163. The following values were computed from the NAD 83(1997) position.
 LB2163
 LB2163;                    North         East     Units Scale Factor Converg.
 LB2163;SPC IN W     -   594,815.133   886,547.790   MT  0.99996889   -0 06 12.4
 LB2163;SPC IN W     - 1,951,489.32  2,908,615.54   sFT  0.99996889   -0 06 12.4
 LB2163;UTM  16      - 4,495,046.104   479,502.685   MT  0.99960517   -0 09 27.7
 LB2163
 LB2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2163!SPC IN W     -   0.99996635  x   0.99996889  =   0.99993525
 LB2163!UTM  16      -   0.99996635  x   0.99960517  =   0.99957154
 LB2163
 LB2163:                Primary Azimuth Mark                     Grid Az
 LB2163:SPC IN W     -  BARCE AZ MK                              271 55 47.1
 LB2163:UTM  16      -  BARCE AZ MK                              271 59 02.4
 LB2163
 LB2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7950295046(NAD 83)
 LB2163
 LB2163|---------------------------------------------------------------------|
 LB2163| PID    Reference Object                     Distance      Geod. Az  |
 LB2163|                                                           dddmmss.s |
 LB2163| CM2726 BARCE RM 2                            6.938 METERS 09301     |
 LB2163| CM2724 BARCE AZ MK                                        2714934.7 |
 LB2163| CM2725 BARCE RM 1                           21.250 METERS 34614     |
 LB2163|---------------------------------------------------------------------|
 LB2163
 LB2163                          SUPERSEDED SURVEY CONTROL
 LB2163
 LB2163  NAD 83(1986)-  40 36 21.51250(N)    087 14 32.23174(W) AD(       ) 3
 LB2163  NAD 27      -  40 36 21.37520(N)    087 14 32.17870(W) AD(       ) 3
 LB2163
 LB2163.Superseded values are not recommended for survey control.
 LB2163
 LB2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2163.See file dsdata.pdf to determine how the superseded data were derived.
 LB2163
 LB2163_MARKER: DS = TRIANGULATION STATION DISK
 LB2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2163_STAMPING: BARCE 1955
 LB2163_MARK LOGO: CGS
 LB2163_PROJECTION: FLUSH
 LB2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2163+STABILITY: SURFACE MOTION
 LB2163
 LB2163  HISTORY     - Date     Condition        Report By
 LB2163  HISTORY     - 1955     MONUMENTED       CGS
 LB2163
 LB2163                          STATION DESCRIPTION
 LB2163
 LB2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2163'STATION IS LOCATED ALONG STATE HIGHWAY 18, ABOUT 4 MILES EAST OF
 LB2163'FOWLER.  IT IS 34 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 4 FEET
 LB2163'NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF AN EAST-WEST
 LB2163'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BARCE 1955.
 LB2163'
 LB2163'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE CENTER OF THE HIGHWAY
 LB2163'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND
 LB2163'THE DISK IS STAMPED BARCE NO 1 1955.
 LB2163'
 LB2163'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2163'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND
 LB2163'THE DISK IS STAMPED BARCE NO 2 1955.
 LB2163'
 LB2163'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 2
 LB2163'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 LB2163'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2163'BARCE 1955.
 LB2163'
 LB2163'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2163'HIGHWAY 18 ABOUT 1 MILE SOUTH OF FOWLER, GO EAST ON HIGHWAY 18 FOR
 LB2163'3.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LB2163'EAST ON HIGHWAY 18 FOR 0.35 MILE TO THE STATION ON THE RIGHT AS
 LB2163'DESCRIBED.
 LB2163'
 LB2163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3206 ***********************************************************************
 ME3206  DESIGNATION -  BAREPORT
 ME3206  PID         -  ME3206
 ME3206  STATE/COUNTY-  IN/PULASKI
 ME3206  COUNTRY     -  US
 ME3206  USGS QUAD   -  WINAMAC (2019)
 ME3206
 ME3206                         *CURRENT SURVEY CONTROL
 ME3206  ______________________________________________________________________
 ME3206* NAD 83(1997) POSITION- 41 05 32.85497(N) 086 36 26.24119(W)   ADJUSTED
 ME3206* NAD 83(1997) ELLIP HT-   181.519 (meters)        (05/25/99)   ADJUSTED
 ME3206* NAVD 88 ORTHO HEIGHT -   215.2   (meters)      706.    (feet) VERTCON3
 ME3206  ______________________________________________________________________
 ME3206  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 ME3206  NAD 83(1997) X  -    284,888.634 (meters)                     COMP
 ME3206  NAD 83(1997) Y  - -4,805,547.932 (meters)                     COMP
 ME3206  NAD 83(1997) Z  -  4,170,286.500 (meters)                     COMP
 ME3206  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 ME3206  HORZ ORDER      -  THIRD
 ME3206  ELLP ORDER      -  FOURTH    CLASS I
 ME3206
 ME3206.This mark is at Arens Field Airport (RWN)
 ME3206
 ME3206.The horizontal coordinates were established by GPS observations
 ME3206.and adjusted by the National Geodetic Survey in May 1999.
 ME3206
 ME3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3206
 ME3206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3206.GEOID18 height accuracy estimate available here.
 ME3206
 ME3206.Click photographs - Photos may exist for this station.
 ME3206
 ME3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3206
 ME3206.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3206
 ME3206.The ellipsoidal height was determined by GPS observations
 ME3206.and is referenced to NAD 83.
 ME3206
 ME3206. The following values were computed from the NAD 83(1997) position.
 ME3206
 ME3206;                    North         East     Units Scale Factor Converg.
 ME3206;SPC IN W     -   648,935.156   939,994.768   MT  0.99998635   +0 18 46.4
 ME3206;SPC IN W     - 2,129,048.09  3,083,966.17   sFT  0.99998635   +0 18 46.4
 ME3206;UTM  16      - 4,549,095.342   532,981.417   MT  0.99961339   +0 15 29.2
 ME3206
 ME3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3206!SPC IN W     -   0.99997153  x   0.99998635  =   0.99995788
 ME3206!UTM  16      -   0.99997153  x   0.99961339  =   0.99958493
 ME3206
 ME3206:                Primary Azimuth Mark                     Grid Az
 ME3206:SPC IN W     -  BAREPORT AZ MK                           269 36 39.0
 ME3206:UTM  16      -  BAREPORT AZ MK                           269 39 56.2
 ME3206
 ME3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3298149095(NAD 83)
 ME3206
 ME3206|---------------------------------------------------------------------|
 ME3206| PID    Reference Object                     Distance      Geod. Az  |
 ME3206|                                                           dddmmss.s |
 ME3206| ME3207 BAREPORT AZ MK                      APPROX. 0.8 KM 2695525.4 |
 ME3206|---------------------------------------------------------------------|
 ME3206
 ME3206                          SUPERSEDED SURVEY CONTROL
 ME3206
 ME3206  NAD 83(1986)-  41 05 32.85815(N)    086 36 26.24608(W) AD(       ) 3
 ME3206  NAD 27      -  41 05 32.70444(N)    086 36 26.18973(W) AD(       ) 3
 ME3206  NGVD 29 (02/23/89)  215.4    (m)  RAPSU86  model used  GPS OBS        
 ME3206
 ME3206.Superseded values are not recommended for survey control.
 ME3206
 ME3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3206.See file dsdata.pdf to determine how the superseded data were derived.
 ME3206
 ME3206_MARKER: I = METAL ROD
 ME3206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3206_STAMPING: BAREPORT 1988
 ME3206_MARK LOGO: NGS
 ME3206_PROJECTION: FLUSH
 ME3206_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3206+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ME3206_ROD/PIPE-DEPTH: 12.2 meters
 ME3206_SLEEVE-DEPTH  : 0.9 meters
 ME3206
 ME3206  HISTORY     - Date     Condition        Report By
 ME3206  HISTORY     - 1988     MONUMENTED       NGS
 ME3206
 ME3206                          STATION DESCRIPTION
 ME3206
 ME3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3206'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTHWEST OF
 ME3206'LOGANSPORT, 32.2 KM (20.00 MI) SOUTHWEST OF PLYMOUTH, 4.8 KM
 ME3206'(3.00 MI) NORTH OF WINAMAC AND AT THE WINAMAC-ARENS AIRPORT.
 ME3206'OWNERSHIP--BARNES AVIATION, ARENS FIELD, WINAMAC, IN 46996, PHONE
 ME3206'219-946-4117.  MR. WOODY BARNES IS AIRPORT MANAGER.
 ME3206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 EAST AND
 ME3206'U.S. HIGHWAY 35 NORTH IN WINAMAC, GO NORTH ON U.S. HIGHWAY 35 FOR
 ME3206'4.35 KM (2.70 MI) TO AIRPORT DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 ME3206'WEST FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE.  FROM THE SOUTH END OF
 ME3206'CHAIN LINK FENCE IN FRONT OF OFFICE, GO WESTERLY ACROSS AIRPORT APRON
 ME3206'ONTO TAXIWAY FOR 0.29 KM (0.20 MI) TO RUNWAY 27 THRESHOLD BARS AND
 ME3206'THE STATION ON THE LEFT.
 ME3206'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD THAT
 ME3206'IS DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 ME3206'ENCASED IN CONCRETE WITH A LOGO CAP ATTACHED STAMPED---BAREPORT
 ME3206'1988---, THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED
 ME3206'23.4 M (76.8 FT) NORTH FROM CENTER OF RUNWAY, 13.1 M (43.0 FT) WEST
 ME3206'FROM CENTER OF TAXIWAY AND 1.4 M (4.6 FT) WEST OF THE NORTH ONE OF
 ME3206'FOUR RUNWAY LIGHTS AND WITNESS POST.
 ME3206'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3206'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3207 ***********************************************************************
 ME3207  DESIGNATION -  BAREPORT AZ MK
 ME3207  PID         -  ME3207
 ME3207  STATE/COUNTY-  IN/PULASKI
 ME3207  COUNTRY     -  US
 ME3207  USGS QUAD   -  WINAMAC (2019)
 ME3207
 ME3207                         *CURRENT SURVEY CONTROL
 ME3207  ______________________________________________________________________
 ME3207* NAD 83(1997) POSITION- 41 05 32.81864(N) 086 37 00.88040(W)   ADJUSTED
 ME3207* NAD 83(1997) ELLIP HT-   180.938 (meters)        (05/25/99)   ADJUSTED
 ME3207* NAVD 88 ORTHO HEIGHT -   214.7   (meters)      704.    (feet) VERTCON3
 ME3207  ______________________________________________________________________
 ME3207  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME3207  NAD 83(1997) X  -    284,081.625 (meters)                     COMP
 ME3207  NAD 83(1997) Y  - -4,805,596.005 (meters)                     COMP
 ME3207  NAD 83(1997) Z  -  4,170,285.273 (meters)                     COMP
 ME3207  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 ME3207  HORZ ORDER      -  THIRD
 ME3207  ELLP ORDER      -  FOURTH    CLASS I
 ME3207
 ME3207.This mark is at Arens Field Airport (RWN)
 ME3207
 ME3207.The horizontal coordinates were established by GPS observations
 ME3207.and adjusted by the National Geodetic Survey in May 1999.
 ME3207
 ME3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3207
 ME3207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3207.GEOID18 height accuracy estimate available here.
 ME3207
 ME3207.Click photographs - Photos may exist for this station.
 ME3207
 ME3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3207
 ME3207.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3207
 ME3207.The ellipsoidal height was determined by GPS observations
 ME3207.and is referenced to NAD 83.
 ME3207
 ME3207. The following values were computed from the NAD 83(1997) position.
 ME3207
 ME3207;                    North         East     Units Scale Factor Converg.
 ME3207;SPC IN W     -   648,929.665   939,186.380   MT  0.99998556   +0 18 23.7
 ME3207;SPC IN W     - 2,129,030.08  3,081,313.98   sFT  0.99998556   +0 18 23.7
 ME3207;UTM  16      - 4,549,090.625   532,173.326   MT  0.99961274   +0 15 06.5
 ME3207
 ME3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3207!SPC IN W     -   0.99997162  x   0.99998556  =   0.99995718
 ME3207!UTM  16      -   0.99997162  x   0.99961274  =   0.99958437
 ME3207
 ME3207:                Primary Azimuth Mark                     Grid Az
 ME3207:SPC IN W     -  BAREPORT                                 089 36 39.0
 ME3207:UTM  16      -  BAREPORT                                 089 39 56.2
 ME3207
 ME3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3217349090(NAD 83)
 ME3207
 ME3207|---------------------------------------------------------------------|
 ME3207| PID    Reference Object                     Distance      Geod. Az  |
 ME3207|                                                           dddmmss.s |
 ME3207| ME3206 BAREPORT                            APPROX. 0.8 KM 0895502.7 |
 ME3207|---------------------------------------------------------------------|
 ME3207
 ME3207                          SUPERSEDED SURVEY CONTROL
 ME3207
 ME3207  NAD 83(1986)-  41 05 32.82181(N)    086 37 00.88528(W) AD(       ) 3
 ME3207  NAD 27      -  41 05 32.66816(N)    086 37 00.82773(W) AD(       ) 3
 ME3207  NGVD 29 (02/23/89)  214.8    (m)  RAPSU86  model used  GPS OBS        
 ME3207
 ME3207.Superseded values are not recommended for survey control.
 ME3207
 ME3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3207.See file dsdata.pdf to determine how the superseded data were derived.
 ME3207
 ME3207_MARKER: I = METAL ROD
 ME3207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3207_STAMPING: BAREPORT AZ MK 1988
 ME3207_MARK LOGO: NGS
 ME3207_PROJECTION: FLUSH
 ME3207_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3207+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 ME3207_ROD/PIPE-DEPTH: 12.2 meters
 ME3207_SLEEVE-DEPTH  : 0.9 meters
 ME3207
 ME3207  HISTORY     - Date     Condition        Report By
 ME3207  HISTORY     - 1988     MONUMENTED       NGS
 ME3207  HISTORY     - 19901010 GOOD             NGS
 ME3207  HISTORY     - 20071010 GOOD             WOOLPT
 ME3207
 ME3207                          STATION DESCRIPTION
 ME3207
 ME3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3207'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTHWEST OF
 ME3207'LOGANSPORT, 32.2 KM (20.00 MI) SOUTHWEST OF PLYMOUTH, 4.8 KM
 ME3207'(3.00 MI) NORTH OF WINAMAC AND AT THE WINAMAC-ARENS AIRPORT.
 ME3207'OWNERSHIP--BARNES AVIATION, ARENS FIELD, WINAMAC, IN 46996, PHONE
 ME3207'219-946-4117.  MR. WOODY BARNES IS AIRPORT MANAGER.
 ME3207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 EAST AND
 ME3207'U.S. HIGHWAY 35 NORTH IN WINAMAC, GO NORTH ON U.S. HIGHWAY 35 FOR
 ME3207'4.35 KM (2.70 MI) TO AIRPORT DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 ME3207'WEST FOR 0.10 KM (0.05 MI) TO AIRPORT OFFICE.  FROM THE SOUTH END OF
 ME3207'CHAIN LINK FENCE IN FRONT OF OFFICE, GO WESTERLY ACROSS AIRPORT APRON
 ME3207'ONTO TAXIWAY FOR 0.29 KM (0.20 MI) TO END OF RUNWAY 27.  TURN RIGHT
 ME3207'AND CONTIUE WESTERLY ALONG THE RUNWAY FOR 0.88 KM (0.55 MI) TO THE
 ME3207'MARK AT THE SOUTHWEST CORNER OF A TURNAROUND.
 ME3207'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD THAT
 ME3207'IS DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 ME3207'ENCASED IN CONCRETE WITH A LOGO CAP ATTACHED STAMPED---BAREPORT AZ MK
 ME3207'1988---, THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED
 ME3207'19.4 M (63.6 FT) NORTH FROM CENTER OF RUNWAY, 20.2 M (66.3 FT) EAST
 ME3207'FROM CENTER OF TAXIWAY AND 4.9 M (16.1 FT) NORTH FROM A WHITE RUNWAY
 ME3207'MARKER LIGHT AND A FIBERGLASS WITNESS POST.
 ME3207'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3207'DESCRIBED BY D.L. ADAMS.
 ME3207
 ME3207                          STATION RECOVERY (1990)
 ME3207
 ME3207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ME3207'RECOVERED IN GOOD CONDITION.
 ME3207
 ME3207                          STATION RECOVERY (2007)
 ME3207
 ME3207'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (GLG)
 ME3207'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2478 ***********************************************************************
 LB2478  DESIGNATION -  BARKER 2
 LB2478  PID         -  LB2478
 LB2478  STATE/COUNTY-  IN/TIPTON
 LB2478  COUNTRY     -  US
 LB2478  USGS QUAD   -  KEMPTON (2019)
 LB2478
 LB2478                         *CURRENT SURVEY CONTROL
 LB2478  ______________________________________________________________________
 LB2478* NAD 83(1997) POSITION- 40 22 06.85090(N) 086 07 39.09444(W)   NO CHECK
 LB2478* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LB2478  ______________________________________________________________________
 LB2478  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 LB2478  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 LB2478  HORZ ORDER      -  THIRD
 LB2478
 LB2478.The horizontal coordinates were established by classical geodetic methods
 LB2478.and adjusted by the National Geodetic Survey in May 1999.
 LB2478
 LB2478.No horizontal observational check was made to the station.
 LB2478
 LB2478.The orthometric height was scaled from a topographic map.
 LB2478
 LB2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2478.GEOID18 height accuracy estimate available here.
 LB2478
 LB2478.Click photographs - Photos may exist for this station.
 LB2478
 LB2478.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2478
 LB2478. The following values were computed from the NAD 83(1997) position.
 LB2478
 LB2478;                    North         East     Units Scale Factor Converg.
 LB2478;SPC IN E     -   568,543.539    60,859.065   MT  0.99998552   -0 17 54.6
 LB2478;SPC IN E     - 1,865,296.59    199,668.45   sFT  0.99998552   -0 17 54.6
 LB2478;SPC IN W     -   568,880.161   981,177.443   MT  1.00004775   +0 37 08.8
 LB2478;SPC IN W     - 1,866,400.99  3,219,079.66   sFT  1.00004775   +0 37 08.8
 LB2478;UTM  16      - 4,469,031.456   574,072.614   MT  0.99966754   +0 33 54.5
 LB2478
 LB2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2478!SPC IN E     -   0.99996275  x   0.99998552  =   0.99994827
 LB2478!SPC IN W     -   0.99996275  x   1.00004775  =   1.00001050
 LB2478!UTM  16      -   0.99996275  x   0.99966754  =   0.99963030
 LB2478
 LB2478:                Primary Azimuth Mark                     Grid Az
 LB2478:SPC IN E     -  BARKER AZ MK                             008 14 44.0
 LB2478:SPC IN W     -  BARKER AZ MK                             007 19 40.6
 LB2478:UTM  16      -  BARKER AZ MK                             007 22 54.9
 LB2478
 LB2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7407269031(NAD 83)
 LB2478
 LB2478|---------------------------------------------------------------------|
 LB2478| PID    Reference Object                     Distance      Geod. Az  |
 LB2478|                                                           dddmmss.s |
 LB2478| CC7784 BARKER RM 4                          24.826 METERS 00215     |
 LB2478| CC7781 BARKER AZ MK                                       0075649.4 |
 LB2478| LB2475 BARKER                               23.725 METERS 11825     |
 LB2478| CC7783 BARKER RM 3                          11.896 METERS 22558     |
 LB2478|---------------------------------------------------------------------|
 LB2478
 LB2478                          SUPERSEDED SURVEY CONTROL
 LB2478
 LB2478  NAD 83(1986)-  40 22 06.85547(N)    086 07 39.10710(W) AD(       ) 3
 LB2478  NAD 27      -  40 22 06.72220(N)    086 07 39.13380(W) AD(       ) 3
 LB2478
 LB2478.Superseded values are not recommended for survey control.
 LB2478
 LB2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2478.See file dsdata.pdf to determine how the superseded data were derived.
 LB2478
 LB2478_MARKER: DS = TRIANGULATION STATION DISK
 LB2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2478_STAMPING: BARKER 2 1961
 LB2478_MARK LOGO: CGS
 LB2478_PROJECTION: FLUSH
 LB2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2478+STABILITY: SURFACE MOTION
 LB2478
 LB2478  HISTORY     - Date     Condition        Report By
 LB2478  HISTORY     - 1961     MONUMENTED       CGS
 LB2478
 LB2478                          STATION DESCRIPTION
 LB2478
 LB2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LB2478'ABOUT 7-1/2 MILES S ALONG NO. 31 U. S. HIGHWAY FROM THE CENTER OF
 LB2478'KOKOMO, 2.6 MILES S ALONG SAME FROM ITS INTERSECTION WITH NO. 26
 LB2478'INDIANA HWY. (1.3 MILES W OF OAKFORD), IN NW ANGLE OF CROSSROADS,
 LB2478'90 FEET W OF CENTER LINE OF THE HWY. RIGHT-OF-WAY, 5 FEET SW OF
 LB2478'FENCE CORNER, 1 FOOT SE OF FENCE, 2.5 FEET SW OF STEEL WITNESS
 LB2478'POST, AND FLUSH WITH THE GROUND.  BOTH DISKS ARE STAMPED BARKER 2
 LB2478'1961.  IT IS 79 FEET N OF CENTER LINE OF ROAD.
 LB2478'
 LB2478'REFERENCE MARK NO. 3 IS FLUSH, 118-1/2 FEET W OF CENTER LINE OF THE
 LB2478'175-FOOT HWY. RIGHT-OF-WAY, AND 52 FEET N OF CENTER LINE OF ASPHALT
 LB2478'COUNTY ROAD.
 LB2478'
 LB2478'REFERENCE MARK NO. 4 IS FLUSH, AND ONE FOOT E OF THE W RIGHT-OF-WAY
 LB2478'FENCE.
 LB2478'
 LB2478'AZIMUTH MARK IS FLUSH, 49 FEET E OF CENTER LINE OF E PAIR OF TRAFFIC
 LB2478'LANES, A FOOT W OF E RIGHT-OF-WAY FENCE, A FOOT SW OF FENCE
 LB2478'T-INTERSECTION, AND 2-1/2 FEET N OF STEEL WITNESS POST.  IT IS
 LB2478'N 07 DEG 58 MIN E FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2481 ***********************************************************************
 LB2481  DESIGNATION -  BARKER RM 1
 LB2481  PID         -  LB2481
 LB2481  STATE/COUNTY-  IN/TIPTON
 LB2481  COUNTRY     -  US
 LB2481  USGS QUAD   -  KEMPTON (2019)
 LB2481
 LB2481                         *CURRENT SURVEY CONTROL
 LB2481  ______________________________________________________________________
 LB2481* NAD 83(1997) POSITION- 40 22 07.47355(N) 086 07 38.07700(W)   ADJUSTED
 LB2481* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LB2481  ______________________________________________________________________
 LB2481  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 LB2481  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 LB2481
 LB2481.The horizontal coordinates were established by classical geodetic methods
 LB2481.and adjusted by the National Geodetic Survey in May 1999.
 LB2481
 LB2481.The horizontal coordinates are considered weak due to poor geometry
 LB2481.of the observations.
 LB2481
 LB2481.The orthometric height was scaled from a topographic map.
 LB2481
 LB2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2481.GEOID18 height accuracy estimate available here.
 LB2481
 LB2481.Click photographs - Photos may exist for this station.
 LB2481
 LB2481.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2481
 LB2481. The following values were computed from the NAD 83(1997) position.
 LB2481
 LB2481;                    North         East     Units Scale Factor Converg.
 LB2481;SPC IN E     -   568,562.619    60,883.168   MT  0.99998549   -0 17 54.0
 LB2481;SPC IN E     - 1,865,359.19    199,747.53   sFT  0.99998549   -0 17 54.0
 LB2481;SPC IN W     -   568,899.626   981,201.239   MT  1.00004780   +0 37 09.5
 LB2481;SPC IN W     - 1,866,464.86  3,219,157.73   sFT  1.00004780   +0 37 09.5
 LB2481;UTM  16      - 4,469,050.891   574,096.419   MT  0.99966758   +0 33 55.1
 LB2481
 LB2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2481!SPC IN E     -   0.99996275  x   0.99998549  =   0.99994824
 LB2481!SPC IN W     -   0.99996275  x   1.00004780  =   1.00001055
 LB2481!UTM  16      -   0.99996275  x   0.99966758  =   0.99963034
 LB2481
 LB2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7409669050(NAD 83)
 LB2481
 LB2481                          SUPERSEDED SURVEY CONTROL
 LB2481
 LB2481  NAD 83(1986)-  40 22 07.47811(N)    086 07 38.08967(W) AD(       ) W
 LB2481
 LB2481.Superseded values are not recommended for survey control.
 LB2481
 LB2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2481.See file dsdata.pdf to determine how the superseded data were derived.
 LB2481
 LB2481_MARKER: DR = REFERENCE MARK DISK
 LB2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2481_STAMPING: BARKER NO 1 1954
 LB2481_MARK LOGO: CGS
 LB2481_PROJECTION: PROJECTING 5 CENTIMETERS
 LB2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2481+STABILITY: SURFACE MOTION
 LB2481
 LB2481  HISTORY     - Date     Condition        Report By
 LB2481  HISTORY     - 1954     MONUMENTED       CGS
 LB2481
 LB2481                          STATION DESCRIPTION
 LB2481
 LB2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2481'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF KOKOMO, 7.8 MI
 LB2481'(12.6 KM) NORTHEAST OF KEMPTON AND 7.5 MI (12.1 KM) NORTHWEST OF
 LB2481'TIPTON.
 LB2481'
 LB2481'IT IS 47 FT (14.3 M) WEST OF THE CENTER OF HIGHWAY 31 AND 1 FT (0.3 M)
 LB2481'EAST OF THE EAST EDGE OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3364 ***********************************************************************
 JZ3364  DESIGNATION -  BARTHOLOMEW
 JZ3364  PID         -  JZ3364
 JZ3364  STATE/COUNTY-  IN/JENNINGS
 JZ3364  COUNTRY     -  US
 JZ3364  USGS QUAD   -  NORTH VERNON (2019)
 JZ3364
 JZ3364                         *CURRENT SURVEY CONTROL
 JZ3364  ______________________________________________________________________
 JZ3364* NAD 83(1997) POSITION- 39 02 00.76691(N) 085 39 21.37173(W)   ADJUSTED
 JZ3364* NAVD 88 ORTHO HEIGHT -   214.11  (+/-2cm)      702.5   (feet) VERTCON3
 JZ3364  ______________________________________________________________________
 JZ3364  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 JZ3364  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 JZ3364  HORZ ORDER      -  SECOND
 JZ3364  VERT ORDER      -  THIRD ? (See Below)
 JZ3364
 JZ3364.The horizontal coordinates were established by classical geodetic methods
 JZ3364.and adjusted by the National Geodetic Survey in May 1999.
 JZ3364
 JZ3364.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3364
 JZ3364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3364.GEOID18 height accuracy estimate available here.
 JZ3364
 JZ3364.The vertical order pertains to the NGVD 29 superseded value.
 JZ3364
 JZ3364.Click photographs - Photos may exist for this station.
 JZ3364
 JZ3364.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3364
 JZ3364. The following values were computed from the NAD 83(1997) position.
 JZ3364
 JZ3364;                    North         East     Units Scale Factor Converg.
 JZ3364;SPC IN E     -   420,220.399   100,929.038   MT  0.99996668   +0 00 24.3
 JZ3364;SPC IN E     - 1,378,673.09    331,131.35   sFT  0.99996668   +0 00 24.3
 JZ3364;UTM  16      - 4,321,358.672   616,332.061   MT  0.99976664   +0 50 47.6
 JZ3364
 JZ3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3364!SPC IN E     -   0.99997175  x   0.99996668  =   0.99993843
 JZ3364!UTM  16      -   0.99997175  x   0.99976664  =   0.99973840
 JZ3364
 JZ3364:                Primary Azimuth Mark                     Grid Az
 JZ3364:SPC IN E     -  ALLEN                                    137 45 49.2
 JZ3364:UTM  16      -  ALLEN                                    136 55 25.9
 JZ3364
 JZ3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1633221358(NAD 83)
 JZ3364
 JZ3364|---------------------------------------------------------------------|
 JZ3364| PID    Reference Object                     Distance      Geod. Az  |
 JZ3364|                                                           dddmmss.s |
 JZ3364| JZ3358 ALLEN                               APPROX. 3.0 KM 1374613.5 |
 JZ3364| CC7785 BARTHOLOMEW RM                       27.820 METERS 28354     |
 JZ3364|---------------------------------------------------------------------|
 JZ3364
 JZ3364                          SUPERSEDED SURVEY CONTROL
 JZ3364
 JZ3364  NAD 83(1995)-  39 02 00.76203(N)    085 39 21.51533(W) AD(       ) 2
 JZ3364  NAD 83(1993)-  39 02 00.76264(N)    085 39 21.51469(W) AD(       ) 2
 JZ3364  NAD 83(1986)-  39 02 00.76161(N)    085 39 21.52269(W) AD(       ) 2
 JZ3364  NAD 27      -  39 02 00.57300(N)    085 39 21.46500(W) AD(       ) 2
 JZ3364  USSD        -  39 02 00.72400(N)    085 39 21.29300(W) AD(       ) 3
 JZ3364  NGVD 29             214.23   (m)          702.9    (f) LEVELING    3  
 JZ3364
 JZ3364.Superseded values are not recommended for survey control.
 JZ3364
 JZ3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3364.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3364
 JZ3364_MARKER: DS = TRIANGULATION STATION DISK
 JZ3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3364_STAMPING: BARTHOLOMEW 1920
 JZ3364_MARK LOGO: CGS
 JZ3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3364+STABILITY: SURFACE MOTION
 JZ3364
 JZ3364  HISTORY     - Date     Condition        Report By
 JZ3364  HISTORY     - 1920     MONUMENTED       CGS
 JZ3364
 JZ3364                          STATION DESCRIPTION
 JZ3364
 JZ3364'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3364'ON THE E SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, ABOUT 2-1/4
 JZ3364'MILES N OF NORTH VERNON, ABOUT 235 YARDS S OF CULVERT 199, AND
 JZ3364'JUST AT THE N END OF A FAIRLY LONG CUT. THE E AND NEAREST RAIL,THE
 JZ3364'RIGHT GOING TO INDIANAPOLIS,IS DISTANT 6.04 METERS - 19.80
 JZ3364'FEET. THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 JZ3364'TABLETS SET IN CONCRETE. THE
 JZ3364'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK AND CLOSE TO THE
 JZ3364'RIGHT-OF-WAY FENCE, 27.82 METERS -91.27 FEET- FROM THE
 JZ3364'STATION N 76 DEG 04 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2343 ***********************************************************************
 HZ2343  DESIGNATION -  BARTLE 1886
 HZ2343  PID         -  HZ2343
 HZ2343  STATE/COUNTY-  IN/CLARK
 HZ2343  COUNTRY     -  US
 HZ2343  USGS QUAD   -  HENRYVILLE (2019)
 HZ2343
 HZ2343                         *CURRENT SURVEY CONTROL
 HZ2343  ______________________________________________________________________
 HZ2343* NAD 83(1997) POSITION- 38 30 21.11167(N) 085 51 52.79924(W)   ADJUSTED
 HZ2343* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 HZ2343  ______________________________________________________________________
 HZ2343  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 HZ2343  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 HZ2343  HORZ ORDER      -  SECOND
 HZ2343
 HZ2343.The horizontal coordinates were established by classical geodetic methods
 HZ2343.and adjusted by the National Geodetic Survey in May 1999.
 HZ2343
 HZ2343.The orthometric height was scaled from a topographic map.
 HZ2343
 HZ2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2343.GEOID18 height accuracy estimate available here.
 HZ2343
 HZ2343.Click photographs - Photos may exist for this station.
 HZ2343
 HZ2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2343
 HZ2343. The following values were computed from the NAD 83(1997) position.
 HZ2343
 HZ2343;                    North         East     Units Scale Factor Converg.
 HZ2343;SPC IN E     -   361,662.319    82,729.899   MT  0.99997034   -0 07 23.8
 HZ2343;SPC IN E     - 1,186,553.79    271,423.01   sFT  0.99997034   -0 07 23.8
 HZ2343;UTM  16      - 4,262,554.818   598,992.115   MT  0.99972068   +0 42 24.9
 HZ2343
 HZ2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2343!SPC IN E     -   0.99996135  x   0.99997034  =   0.99993169
 HZ2343!UTM  16      -   0.99996135  x   0.99972068  =   0.99968204
 HZ2343
 HZ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9899262554(NAD 83)
 HZ2343
 HZ2343                          SUPERSEDED SURVEY CONTROL
 HZ2343
 HZ2343  NAD 83(1993)-  38 30 21.11284(N)    085 51 52.79904(W) AD(       ) 2
 HZ2343  NAD 83(1986)-  38 30 21.11551(N)    085 51 52.80447(W) AD(       ) 2
 HZ2343  NAD 27      -  38 30 20.89500(N)    085 51 52.92700(W) AD(       ) 2
 HZ2343  USSD        -  38 30 21.02800(N)    085 51 52.75000(W) AD(       ) 3
 HZ2343
 HZ2343.Superseded values are not recommended for survey control.
 HZ2343
 HZ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2343.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2343
 HZ2343_MARKER: Z = SEE DESCRIPTION
 HZ2343_SETTING: 0 = UNSPECIFIED SETTING
 HZ2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2343
 HZ2343  HISTORY     - Date     Condition        Report By
 HZ2343  HISTORY     - 1886     MONUMENTED       CGS
 HZ2343  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HZ2343
 HZ2343                          STATION DESCRIPTION
 HZ2343
 HZ2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (JLC)
 HZ2343'THERE IS NO DESCRIPTION AVAILABLE FOR THIS STATION, IT IS PROBABLY
 HZ2343'MARKED THE SAME AS THE OTHER STATIONS ESTABLISHED IN THIS
 HZ2343'LOCALITY BY PROF. J.L. CAMPBELL.
 HZ2343
 HZ2343                          STATION RECOVERY (1935)
 HZ2343
 HZ2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RHP)
 HZ2343'NOT RECOVERED AT THIS TIME. ALL SURFACE MARKS APPARENTLY DESTROYED.
 HZ2343'FOUND A 6-INCH TOP LENGTH OF ONE OF THE REFERENCE MARKS NEAR THE
 HZ2343'SPOT. SPENT ABOUT 18 HOURS INTERVIEWING LOCALS, DIGGING WITH THE HELP
 HZ2343'OF 2 MEN FROM A P.W.A. ROAD GANG WORKING NEAR BY, AND
 HZ2343'CHECKING ALL AVAILABLE DATA AND LOCAL LORE.
 HZ2343'
 HZ2343'LOCATED ABOUT 3 MILES WEST-NORTHWEST OF THE INLAND TOWN OF BLUE LICK,
 HZ2343'WHICH IS ABOUT 3 MILES WEST OF U.S. HIGHWAY 31 FROM EITHER
 HZ2343'MEMPHIS OR HENRYVILLE. GO WESTERLY FROM BLUE LICK VIA GRAVEL ROAD 4.4
 HZ2343'MILES TO A POINT ABOUT 1/4 MILE PAST THE TOP OF THE KNOB HILL,
 HZ2343'THEN EAST FROM THE ROAD ABOUT 1/2 MILE VIA A FOOT PATH ALONG THE TOP
 HZ2343'OF THE RIDGE TO THE END OF THE RIDGE WHICH IS DUE SOUTH
 HZ2343'ACROSS A DEEP RAVINE FROM THE ROCK SIDEHILL, CUT ON THE KNOB HILL. ON
 HZ2343'LAND OWNED BY NORTH SPURGEON AND MAMIE BARNETT OF HENRYVILLE.
 HZ2343'MR. SPURGEON SPENT ABOUT 2 HOURS AND MR. JACKSON AND MR. TAYLOR
 HZ2343'WHO LIVE LOCALLY ALSO GAVE SOME INFORMATION.
 HZ2343'
 HZ2343'RECOMMEND RE-MARKING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2366 ***********************************************************************
 ME2366  DESIGNATION -  BASS
 ME2366  PID         -  ME2366
 ME2366  STATE/COUNTY-  IN/PULASKI
 ME2366  COUNTRY     -  US
 ME2366  USGS QUAD   -  BASS LAKE (2019)
 ME2366
 ME2366                         *CURRENT SURVEY CONTROL
 ME2366  ______________________________________________________________________
 ME2366* NAD 83(1997) POSITION- 41 10 09.18698(N) 086 36 07.01809(W)   ADJUSTED
 ME2366* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 ME2366  ______________________________________________________________________
 ME2366  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 ME2366  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 ME2366  HORZ ORDER      -  SECOND
 ME2366
 ME2366.The horizontal coordinates were established by classical geodetic methods
 ME2366.and adjusted by the National Geodetic Survey in May 1999.
 ME2366
 ME2366.The orthometric height was scaled from a topographic map.
 ME2366
 ME2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2366.GEOID18 height accuracy estimate available here.
 ME2366
 ME2366.Click photographs - Photos may exist for this station.
 ME2366
 ME2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2366
 ME2366. The following values were computed from the NAD 83(1997) position.
 ME2366
 ME2366;                    North         East     Units Scale Factor Converg.
 ME2366;SPC IN W     -   657,461.946   940,396.277   MT  0.99998674   +0 19 00.8
 ME2366;SPC IN W     - 2,157,023.07  3,085,283.45   sFT  0.99998674   +0 19 00.8
 ME2366;UTM  16      - 4,557,618.563   533,390.931   MT  0.99961372   +0 15 43.3
 ME2366
 ME2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2366!SPC IN W     -   0.99997065  x   0.99998674  =   0.99995739
 ME2366!UTM  16      -   0.99997065  x   0.99961372  =   0.99958438
 ME2366
 ME2366:                Primary Azimuth Mark                     Grid Az
 ME2366:SPC IN W     -  BEARDS                                   172 21 32.0
 ME2366:UTM  16      -  BEARDS                                   172 24 49.5
 ME2366
 ME2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3339057618(NAD 83)
 ME2366
 ME2366|---------------------------------------------------------------------|
 ME2366| PID    Reference Object                     Distance      Geod. Az  |
 ME2366|                                                           dddmmss.s |
 ME2366| CM2728 BASS RM 1                            26.445 METERS 10712     |
 ME2366| ME2370 BEARDS                              APPROX. 6.2 KM 1724032.8 |
 ME2366| CM2729 BASS RM 2                            25.178 METERS 24441     |
 ME2366| CM2727 BASS AZ MK                                         3575912.1 |
 ME2366|---------------------------------------------------------------------|
 ME2366
 ME2366                          SUPERSEDED SURVEY CONTROL
 ME2366
 ME2366  NAD 83(1986)-  41 10 09.19226(N)    086 36 07.02707(W) AD(       ) 2
 ME2366  NAD 27      -  41 10 09.04640(N)    086 36 06.99390(W) AD(       ) 2
 ME2366
 ME2366.Superseded values are not recommended for survey control.
 ME2366
 ME2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2366.See file dsdata.pdf to determine how the superseded data were derived.
 ME2366
 ME2366_MARKER: DS = TRIANGULATION STATION DISK
 ME2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2366_STAMPING: BASS 1948
 ME2366_MARK LOGO: CGS
 ME2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2366+STABILITY: SURFACE MOTION
 ME2366
 ME2366  HISTORY     - Date     Condition        Report By
 ME2366  HISTORY     - 1948     MONUMENTED       CGS
 ME2366  HISTORY     - 1969     GOOD             CGS
 ME2366  HISTORY     - 1972     GOOD             NGS
 ME2366  HISTORY     - 20121217 MARK NOT FOUND   INDOT
 ME2366
 ME2366                          STATION DESCRIPTION
 ME2366
 ME2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2366'STATION IS LOCATED 8 MILES NORTH OF WINAMAC AND 1 MILE SOUTH OF BASS
 ME2366'IN THE NORTHWEST CORNER OF AN OAK GROVE ON PROPERTY OWNED BY MR. L.D.
 ME2366'FRAVEL.  IT IS 123 FEET EAST OF THE CENTER OF U.S. HIGHWAY 35, 29 FEET
 ME2366'SOUTHWEST OF A 15 INCH OAK TREE, 22 FEET NORTHWEST OF A 6 INCH OAK
 ME2366'TREE, 21 FEET SOUTHEAST OF A TEN INCH OAK TREE AND 3 FEET EAST OF A
 ME2366'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2366'STAMPED BASS 1948.
 ME2366'
 ME2366'REFERENCE MARK NO. 1 IS 86.76 FEET SOUTHEAST OF THE STATION.  IT IS 19
 ME2366'FEET SOUTHWEST OF A 30 INCH OAK TREE, 19 FEET NORTHWEST OF A 16 INCH
 ME2366'OAK TREE AND 15 FEET SOUTH OF A 20 INCH OAK TREE.  THE MARK PROJECTS 6
 ME2366'INCHES AND THE DISK IS STAMPED BASS NO 1 1948.
 ME2366'
 ME2366'REFERENCE MARK NO. 2 IS 82.61 FEET SOUTHWEST OF THE STATION.  IT IS 50
 ME2366'FEET EAST OF THE CENTER OF THE HIGHWAY, 21 FEET WEST OF AN 8 INCH OAK
 ME2366'TREE, 7 FEET EAST OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE
 ME2366'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BASS NO 2
 ME2366'1948.
 ME2366'
 ME2366'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 28 FEET WEST
 ME2366'OF THE CENTER OF U.S.  HIGHWAY 35, 3 FEET SOUTH OF A WHITE WITNESS
 ME2366'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND
 ME2366'THE DISK IS STAMPED BASS 1948.
 ME2366'
 ME2366'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC GO
 ME2366'NORTH ON U.S.  HIGHWAY 35 FOR 8.5 MILES TO THE STATION ON THE RIGHT AS
 ME2366'DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME2366'DESCRIBED.
 ME2366'
 ME2366'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2366
 ME2366                          STATION RECOVERY (1969)
 ME2366
 ME2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2366'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS POOR AND A
 ME2366'NEW DESCRIPTION FOLLOWS.
 ME2366'
 ME2366'STATION IS LOCATED ABOUT 8 MILES NORTH OF WINAMAC IN A SAND COVERED
 ME2366'OAK GROVE NOW USED AS A STOCK LOT, 38 FEET WEST OF A FENCE, 30 FEET
 ME2366'WEST OF A 24 INCH OAK TREE, 52 FEET NORTH OF A FENCE, 98 FEET
 ME2366'SOUTHWEST OF A FENCE CORNER, 75 FEET EAST OF A FENCE AND 124 FEET EAST
 ME2366'OF THE CENTERLINE OF U.S. HIGHWAY 35.  THE MONUMENT PROJECTS 6 INCHES
 ME2366'AND THE DISK IS STAMPED BASS 1948.
 ME2366'
 ME2366'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC, GO
 ME2366'NORTH ON U.S.  HIGHWAY 35 FOR 8.5 MILES TO THE STATION ON THE RIGHT.
 ME2366'CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 ME2366'LEFT.
 ME2366'
 ME2366'REFERENCE MARK 1 IS 19 FEET WEST OF A 24 INCH OAK TREE, 15 FEET SOUTH
 ME2366'OF A 20 INCH OAK TREE AND 25 FEET NORTH OF THE FENCE, THE MONUMENT
 ME2366'PROJECTS 10 INCHES AND THE DISK IS STAMPED BASS NO 1 1948.
 ME2366'
 ME2366'REFERENCE MARK 2 IS 17 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF
 ME2366'THE FENCE, 7 FEET NORTHEAST OF A POWER POLE, 49 FEET EAST OF THE
 ME2366'CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME2366'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BASS NO 2 1948.
 ME2366'
 ME2366'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 ME2366'FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF FENCE, 34 FEET
 ME2366'NORTH OF A TELEPHONE POLE, 82 FEET NORTH OF THE CENTER OF A DEEP WATER
 ME2366'FILLED DITCH AND 58 FEET NORTHWEST OF THE INTERSECTION OF THE HIGHWAY
 ME2366'AND A DIRT ROAD EAST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 ME2366'STAMPED BASS 1948.
 ME2366'
 ME2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTH OF
 ME2366'BASS.
 ME2366
 ME2366                          STATION RECOVERY (1972)
 ME2366
 ME2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2366'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN THE
 ME2366'RECOVERY NOTE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IN
 ME2366'THE WAY OF ROAD WORK.  THERE WAS NO OBJECT FROM WHICH TO SET A NEW
 ME2366'AZIMUTH MARK FROM AND THE LINE OF SIGHT TO THE 1948 MARK WAS
 ME2366'OBSTRUCTED BY A LARGE GROVE OF PINE TREES.  THE AZIMUTH MARK WAS
 ME2366'DESTROYED.  THE STATION WAS NOT OCCUPIED DUE TO RAIN.
 ME2366'
 ME2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTH OF BASS
 ME2366'STATION.
 ME2366
 ME2366                          STATION RECOVERY (2012)
 ME2366
 ME2366'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME2366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3328 ***********************************************************************
 JZ3328  DESIGNATION -  BATESVILLE MUNICIPAL TANK
 JZ3328  PID         -  JZ3328
 JZ3328  STATE/COUNTY-  IN/RIPLEY
 JZ3328  COUNTRY     -  US
 JZ3328  USGS QUAD   -  BATESVILLE (2019)
 JZ3328
 JZ3328                         *CURRENT SURVEY CONTROL
 JZ3328  ______________________________________________________________________
 JZ3328* NAD 83(1997) POSITION- 39 17 49.56912(N) 085 13 07.78426(W)   ADJUSTED
 JZ3328  ______________________________________________________________________
 JZ3328  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ3328  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 JZ3328  HORZ ORDER      -  THIRD
 JZ3328
 JZ3328.The horizontal coordinates were established by classical geodetic methods
 JZ3328.and adjusted by the National Geodetic Survey in May 1999.
 JZ3328
 JZ3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3328.GEOID18 height accuracy estimate available here.
 JZ3328
 JZ3328.Click photographs - Photos may exist for this station.
 JZ3328
 JZ3328.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3328
 JZ3328. The following values were computed from the NAD 83(1997) position.
 JZ3328
 JZ3328;                    North         East     Units Scale Factor Converg.
 JZ3328;SPC IN E     -   449,574.635   138,630.597   MT  0.99998503   +0 17 01.1
 JZ3328;SPC IN E     - 1,474,979.45    454,823.88   sFT  0.99998503   +0 17 01.1
 JZ3328;UTM  16      - 4,351,259.516   653,592.577   MT  0.99989047   +1 07 41.9
 JZ3328
 JZ3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5359251259(NAD 83)
 JZ3328
 JZ3328                          SUPERSEDED SURVEY CONTROL
 JZ3328
 JZ3328  NAD 83(1995)-  39 17 49.57107(N)    085 13 07.78207(W) AD(       ) 3
 JZ3328  NAD 83(1993)-  39 17 49.57237(N)    085 13 07.78487(W) AD(       ) 3
 JZ3328  NAD 83(1986)-  39 17 49.57253(N)    085 13 07.78649(W) AD(       ) 3
 JZ3328  NAD 27      -  39 17 49.38200(N)    085 13 07.93100(W) AD(       ) 3
 JZ3328
 JZ3328.Superseded values are not recommended for survey control.
 JZ3328
 JZ3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3328.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3328
 JZ3328_MARKER: 53 = ELEVATED TANK
 JZ3328
 JZ3328  HISTORY     - Date     Condition        Report By
 JZ3328  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3328
 JZ3328                          STATION DESCRIPTION
 JZ3328
 JZ3328'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3328'STATION IS THE MUNICIPAL WATER TANK IN THE EASTERN PART OF THE TOWN
 JZ3328'OF BATESVILLE. IT HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH
 JZ3328'PAINTED GREEN. THE VERTICAL SECTION IS PAINTED GREEN AND IS ABOUT 30
 JZ3328'FEET HIGH. THE FLAT CONICAL TOP HAS A BALL AT ITS APEX. THE
 JZ3328'TANK WAS BUILT IN 1930 AND THE TOTAL HEIGHT IS ABOUT 130 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3327 ***********************************************************************
 JZ3327  DESIGNATION -  BATESVILLE ST LOUIS CATH CH
 JZ3327  PID         -  JZ3327
 JZ3327  STATE/COUNTY-  IN/RIPLEY
 JZ3327  COUNTRY     -  US
 JZ3327  USGS QUAD   -  BATESVILLE (2019)
 JZ3327
 JZ3327                         *CURRENT SURVEY CONTROL
 JZ3327  ______________________________________________________________________
 JZ3327* NAD 83(1997) POSITION- 39 17 47.94138(N) 085 13 31.09997(W)   ADJUSTED
 JZ3327  ______________________________________________________________________
 JZ3327  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ3327  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 JZ3327  HORZ ORDER      -  THIRD
 JZ3327
 JZ3327.The horizontal coordinates were established by classical geodetic methods
 JZ3327.and adjusted by the National Geodetic Survey in May 1999.
 JZ3327
 JZ3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3327.GEOID18 height accuracy estimate available here.
 JZ3327
 JZ3327.Click photographs - Photos may exist for this station.
 JZ3327
 JZ3327.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3327
 JZ3327. The following values were computed from the NAD 83(1997) position.
 JZ3327
 JZ3327;                    North         East     Units Scale Factor Converg.
 JZ3327;SPC IN E     -   449,521.692   138,072.168   MT  0.99998451   +0 16 46.3
 JZ3327;SPC IN E     - 1,474,805.75    452,991.77   sFT  0.99998451   +0 16 46.3
 JZ3327;UTM  16      - 4,351,198.353   653,035.042   MT  0.99988836   +1 07 27.1
 JZ3327
 JZ3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5303551198(NAD 83)
 JZ3327
 JZ3327                          SUPERSEDED SURVEY CONTROL
 JZ3327
 JZ3327  NAD 83(1995)-  39 17 47.94328(N)    085 13 31.09784(W) AD(       ) 3
 JZ3327  NAD 83(1993)-  39 17 47.94458(N)    085 13 31.10066(W) AD(       ) 3
 JZ3327  NAD 83(1986)-  39 17 47.94455(N)    085 13 31.10200(W) AD(       ) 3
 JZ3327  NAD 27      -  39 17 47.75500(N)    085 13 31.24500(W) AD(       ) 3
 JZ3327
 JZ3327.Superseded values are not recommended for survey control.
 JZ3327
 JZ3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3327.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3327
 JZ3327_MARKER: 90 = CHURCH SPIRE
 JZ3327
 JZ3327  HISTORY     - Date     Condition        Report By
 JZ3327  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3327  HISTORY     - 1940     GOOD             SCS
 JZ3327
 JZ3327                          STATION DESCRIPTION
 JZ3327
 JZ3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3327'A SPIRE ON THE ST. LOUIS CATHOLIC CHURCH IN BATESVILLE, INDIANA.
 JZ3327'
 JZ3327'ON THE WEST END OF A RED-BRICK CHURCH LOCATED ON ADOLPHINE STREET IN
 JZ3327'THE SOUTHERN PART OF TOWN. IT IS GRAY, SLATE- COVERED, ABOUT 50
 JZ3327'FEET HIGH, HAS A LARGE CROSS AT ITS APEX, AND ITS BASE IS A RED-BRICK
 JZ3327'TOWER ABOUT 90 FEET HIGH WITH A CLOCK DIAL ON EACH OF ITS
 JZ3327'FOUR SIDES. TOTAL HEIGHT IS ABOUT 140 FEET.
 JZ3327
 JZ3327                          STATION RECOVERY (1940)
 JZ3327
 JZ3327'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3327'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2220 ***********************************************************************
 ME2220  DESIGNATION -  BATTELL
 ME2220  PID         -  ME2220
 ME2220  STATE/COUNTY-  IN/ST JOSEPH
 ME2220  COUNTRY     -  US
 ME2220  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2220
 ME2220                         *CURRENT SURVEY CONTROL
 ME2220  ______________________________________________________________________
 ME2220* NAD 83(1997) POSITION- 41 40 10.69593(N) 086 10 47.48876(W)   ADJUSTED
 ME2220* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 ME2220  ______________________________________________________________________
 ME2220  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 ME2220  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 ME2220  HORZ ORDER      -  THIRD
 ME2220
 ME2220.The horizontal coordinates were established by classical geodetic methods
 ME2220.and adjusted by the National Geodetic Survey in May 1999.
 ME2220
 ME2220.The orthometric height was scaled from a topographic map.
 ME2220
 ME2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2220.GEOID18 height accuracy estimate available here.
 ME2220
 ME2220.Click photographs - Photos may exist for this station.
 ME2220
 ME2220.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2220
 ME2220. The following values were computed from the NAD 83(1997) position.
 ME2220
 ME2220;                    North         East     Units Scale Factor Converg.
 ME2220;SPC IN E     -   713,053.191    57,263.855   MT  0.99998913   -0 20 28.3
 ME2220;SPC IN E     - 2,339,408.68    187,873.16   sFT  0.99998913   -0 20 28.3
 ME2220;UTM  16      - 4,613,422.415   568,272.669   MT  0.99965736   +0 32 43.0
 ME2220
 ME2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2220!SPC IN E     -   0.99997018  x   0.99998913  =   0.99995931
 ME2220!UTM  16      -   0.99997018  x   0.99965736  =   0.99962755
 ME2220
 ME2220:                Primary Azimuth Mark                     Grid Az
 ME2220:SPC IN E     -  PENN RESET                               224 00 12.8
 ME2220:UTM  16      -  PENN RESET                               223 07 01.5
 ME2220
 ME2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6827213422(NAD 83)
 ME2220
 ME2220|---------------------------------------------------------------------|
 ME2220| PID    Reference Object                     Distance      Geod. Az  |
 ME2220|                                                           dddmmss.s |
 ME2220| CM2730 BATTELL RM 1                         27.865 METERS 16747     |
 ME2220| ME2218 MISHAWAKA BALL BAND CO PWR STK      APPROX. 0.6 KM 1851625.7 |
 ME2220| ME2217 MISHAWAKA ST JOSEPH CH SPIRE        APPROX. 1.1 KM 1904427.4 |
 ME2220| ME2216 S BEND ST FRANCIS CONVENT TK        APPROX. 3.2 KM 2080858.5 |
 ME2220| ME2224 PENN RESET                          APPROX. 3.3 KM 2233944.5 |
 ME2220| ME2219 MISHAWAKA BATTELL SCHOOL STACK       54.710 METERS 25139     |
 ME2220| CM2731 BATTELL RM 2                         29.316 METERS 25812     |
 ME2220|---------------------------------------------------------------------|
 ME2220
 ME2220                          SUPERSEDED SURVEY CONTROL
 ME2220
 ME2220  NAD 83(1994)-  41 40 10.69572(N)    086 10 47.49389(W) AD(       ) 3
 ME2220  NAD 83(1986)-  41 40 10.69664(N)    086 10 47.49547(W) AD(       ) 3
 ME2220  NAD 27      -  41 40 10.51510(N)    086 10 47.48400(W) AD(       ) 3
 ME2220
 ME2220.Superseded values are not recommended for survey control.
 ME2220
 ME2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2220.See file dsdata.pdf to determine how the superseded data were derived.
 ME2220
 ME2220_MARKER: DS = TRIANGULATION STATION DISK
 ME2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2220_STAMPING: BATTELL 1952
 ME2220_MARK LOGO: CGS
 ME2220_PROJECTION: FLUSH
 ME2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2220+STABILITY: SURFACE MOTION
 ME2220
 ME2220  HISTORY     - Date     Condition        Report By
 ME2220  HISTORY     - 1952     MONUMENTED       CGS
 ME2220  HISTORY     - 1968     GOOD             BRADY
 ME2220  HISTORY     - 20060222 MARK NOT FOUND   INDIV
 ME2220
 ME2220                          STATION DESCRIPTION
 ME2220
 ME2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2220'STATION IS LOCATED IN MISHAWAKA ON THE NORTHEAST CORNER OF THE
 ME2220'BATTELL SCHOOL GROUNDS.
 ME2220'IT IS 179.5 FEET EAST OF THE BATTELL SCHOOL STACK, 87 FEET SOUTHWEST
 ME2220'OF THE INTERSECTION OF E. BROADWAY
 ME2220'AVENUE AND N. SARAH STREET, 66 FEET WEST OF THE CENTER OF
 ME2220'N. SARAH STREET, 57 FEET SOUTH OF THE CENTER
 ME2220'OF N. BROADWAY AVENUE AND 34 FEET NORTHEAST
 ME2220'OF A 30 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 ME2220'STAMPED BATTELL 1952.
 ME2220'
 ME2220'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTER OF N. SARAH
 ME2220'STREET, 6 FEET NORTH OF
 ME2220'THE NORTHEAST CORNER OF A FRAME BUILDING AND 1 FOOT NORTH OF THE
 ME2220'NORTH EDGE OF A SIDEWALK.  THE
 ME2220'MARK IS FLUSH AND THE DISK IS STAMPED BATTELL NO 1 1952.
 ME2220'
 ME2220'REFERENCE MARK NO. 2 IS 83 FEET NORTHEAST OF THE BATTELL SCHOOL
 ME2220'STACK, 73 FEET SOUTH OF THE
 ME2220'CENTER OF E. BROADWAY AVENUE, 11 FEET NORTHWEST OF A 16 INCH BIRCH
 ME2220'TREE AND 6 FEET SOUTH OF THE
 ME2220'NORTHEAST CORNER OF AN OUTDOOR BASKETBALL COURT.  THE MARK IS
 ME2220'FLUSH AND THE DISK IS STAMPED BATTELL NO 2 1952.
 ME2220'
 ME2220'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2220
 ME2220                          STATION RECOVERY (1968)
 ME2220
 ME2220'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1968 (JJ)
 ME2220'STATION FOUND IN
 ME2220'GOOD CONDITION.  NO SEARCH MADE FOR REFERENCE AND
 ME2220'AZIMUTH MARKS.
 ME2220
 ME2220                          STATION RECOVERY (2006)
 ME2220
 ME2220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2220'REFERENCES FOR MARK PLACE IT IN A PAVED PARKING LOT.  REFERENCE
 ME2220'MONUMENTS SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2650 ***********************************************************************
 LB2650  DESIGNATION -  BATTLE
 LB2650  PID         -  LB2650
 LB2650  STATE/COUNTY-  IN/TIPPECANOE
 LB2650  COUNTRY     -  US
 LB2650  USGS QUAD   -  BROOKSTON (2019)
 LB2650
 LB2650                         *CURRENT SURVEY CONTROL
 LB2650  ______________________________________________________________________
 LB2650* NAD 83(1997) POSITION- 40 31 14.28866(N) 086 52 08.37952(W)   ADJUSTED
 LB2650* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 LB2650  ______________________________________________________________________
 LB2650  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LB2650  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB2650  HORZ ORDER      -  FIRST
 LB2650
 LB2650.The horizontal coordinates were established by classical geodetic methods
 LB2650.and adjusted by the National Geodetic Survey in May 1999.
 LB2650
 LB2650.The orthometric height was scaled from a topographic map.
 LB2650
 LB2650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2650.GEOID18 height accuracy estimate available here.
 LB2650
 LB2650.Click photographs - Photos may exist for this station.
 LB2650
 LB2650.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2650
 LB2650. The following values were computed from the NAD 83(1997) position.
 LB2650
 LB2650;                    North         East     Units Scale Factor Converg.
 LB2650;SPC IN W     -   585,348.988   918,162.872   MT  0.99997073   +0 08 21.3
 LB2650;SPC IN W     - 1,920,432.47  3,012,339.36   sFT  0.99997073   +0 08 21.3
 LB2650;UTM  16      - 4,485,553.542   511,097.217   MT  0.99960152   +0 05 06.4
 LB2650
 LB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2650!SPC IN W     -   0.99997347  x   0.99997073  =   0.99994420
 LB2650!UTM  16      -   0.99997347  x   0.99960152  =   0.99957500
 LB2650
 LB2650:                Primary Azimuth Mark                     Grid Az
 LB2650:SPC IN W     -  336                                      175 54 32.7
 LB2650:UTM  16      -  336                                      175 57 47.6
 LB2650
 LB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1109785553(NAD 83)
 LB2650
 LB2650|---------------------------------------------------------------------|
 LB2650| PID    Reference Object                     Distance      Geod. Az  |
 LB2650|                                                           dddmmss.s |
 LB2650| LB2648 BROOKSTON MUNICIPAL TANK            APPROX. 9.1 KM 0013623.6 |
 LB2650| LB2646 NO 335                               96.257 METERS 01337     |
 LB2650| LB2584 LAFAYETTE TV STATION WFAM MAST      APPROX.13.3 KM 1725645.6 |
 LB2650| CC9059 336                                                1760254.0 |
 LB2650| CC7786 BATTLE RM 1                          28.026 METERS 27644     |
 LB2650|---------------------------------------------------------------------|
 LB2650
 LB2650                          SUPERSEDED SURVEY CONTROL
 LB2650
 LB2650  NAD 83(1986)-  40 31 14.29525(N)    086 52 08.39060(W) AD(       ) 1
 LB2650  NAD 27      -  40 31 14.16590(N)    086 52 08.33780(W) AD(       ) 1
 LB2650
 LB2650.Superseded values are not recommended for survey control.
 LB2650
 LB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2650.See file dsdata.pdf to determine how the superseded data were derived.
 LB2650
 LB2650_MARKER: DS = TRIANGULATION STATION DISK
 LB2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2650_STAMPING: BATTLE 1948
 LB2650_MARK LOGO: CGS
 LB2650_PROJECTION: FLUSH
 LB2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2650+STABILITY: SURFACE MOTION
 LB2650
 LB2650  HISTORY     - Date     Condition        Report By
 LB2650  HISTORY     - 1948     MONUMENTED       CGS
 LB2650  HISTORY     - 1955     GOOD             CGS
 LB2650  HISTORY     - 1966     GOOD             CGS
 LB2650  HISTORY     - 1990     GOOD             USPSQD
 LB2650
 LB2650                          STATION DESCRIPTION
 LB2650
 LB2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2650'STATION IS LOCATED ABOUT 7 MILES NORTH OF LAFAYETTE, 6 MILES SOUTH OF
 LB2650'BROOKSTON AND 2 MILES NORTHWEST OF BATTLE GROUND.  IT IS 44 FEET
 LB2650'WEST OF CENTER OF STATE HIGHWAY 43 AND 18 FEET SOUTHWEST OF A WHITE
 LB2650'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 LB2650'IS STAMPED BATTLE 1948.
 LB2650'
 LB2650'REFERENCE MARK NO. 1 IS 91.95 FEET WEST OF STATION.  IT IS 136 FEET
 LB2650'WEST OF CENTER OF HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LB2650'DISK IS STAMPED BATTLE NO 1 1948.
 LB2650'
 LB2650'NO 335 (IND. GEOD. S.) WAS USED AS A REFERENCE MARK.  IT IS 316.4
 LB2650'FEET NORTH OF THE STATION, 44 FEET SOUTH OF A POWER POLE AND 32 FEET
 LB2650'EAST OF CENTER OF HIGHWAY 43.  THE MARK IS A 5 X 5 INCH CONCRETE
 LB2650'POST WHICH IS FLUSH WITH THE GROUND AND THE DISK IS A STANDARD USC
 LB2650'AND GS AND SS DISK STAMPED NO 335.
 LB2650'
 LB2650'NO 336 (IND. GEOD. S.) WAS USED AS AN AZIMUTH MARK.  IT IS 0.3 MILE
 LB2650'SOUTH OF THE STATION, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LB2650'A HOUSE, 48 FEET EAST OF CENTER OF HIGHWAY 43 AND 10 FEET SOUTH OF
 LB2650'CENTER OF A PRIVATE DRIVE.  THE MARK IS A 5 X 5 INCH CONCRETE POST
 LB2650'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS A STANDARD USC AND
 LB2650'GS AND GS DISK STAMPED NO 336.
 LB2650'
 LB2650'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BYPASS)
 LB2650'AND STATE HIGHWAY 43 ON THE NORTH EDGE OF LAFAYETTE, GO NORTH ON
 LB2650'HIGHWAY 43 FOR 7.0 MILES TO NO 336 (IND. GEOD. S.) (AZIMUTH) ON
 LB2650'RIGHT OR EAST OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY
 LB2650'FOR 0.3 MILE TO STATION ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 LB2650'
 LB2650'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2650
 LB2650                          STATION RECOVERY (1955)
 LB2650
 LB2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2650'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2650'CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED, THE DISTANCE TO
 LB2650'R. M. NO. 1 CHECKED, DISTANCE TO NO. 335 (IND. GEOD. S.) DID NOT
 LB2650'CHECK.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LB2650'ADDITIONS.  THE OLD TO REACH IS INADEQUATE A NEW ONE FOLLOWS.
 LB2650'
 LB2650'STATION IS 86 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 LB2650'BLOCK HOUSE, 18 FEET WEST OF A WHITE WITNESS POST AND A FENCE LINE
 LB2650'AND 14 FEET SOUTH OF A GRAVEL DRIVEWAY AND IS ON PROPERTY OWNED BY
 LB2650'MR. CLYDE C. MARTIN.
 LB2650'
 LB2650'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE NORTHWEST CORNER OF A
 LB2650'CONCRETE BLOCK GARAGE.
 LB2650'
 LB2650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 43
 LB2650'IN BROOKSTON, GO SOUTH ON HIGHWAY 43 FOR 5.45 MILES TO THE STATION
 LB2650'ON THE RIGHT AS DESCRIBED.
 LB2650'
 LB2650'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2650
 LB2650                          STATION RECOVERY (1966)
 LB2650
 LB2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB2650'STATION RECOVERED AS DESCRIBED IN 1955 AND ALL MARKS FOUND IN GOOD
 LB2650'CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LB2650
 LB2650                          STATION RECOVERY (1990)
 LB2650
 LB2650'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 LB2650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1965 ***********************************************************************
 JA1965  DESIGNATION -  BATTLE
 JA1965  PID         -  JA1965
 JA1965  STATE/COUNTY-  IN/PIKE
 JA1965  COUNTRY     -  US
 JA1965  USGS QUAD   -  OTWELL (2019)
 JA1965
 JA1965                         *CURRENT SURVEY CONTROL
 JA1965  ______________________________________________________________________
 JA1965* NAD 83(1997) POSITION- 38 23 40.68583(N) 087 05 29.87724(W)   ADJUSTED
 JA1965* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 JA1965  ______________________________________________________________________
 JA1965  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 JA1965  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 JA1965  HORZ ORDER      -  THIRD
 JA1965
 JA1965.The horizontal coordinates were established by classical geodetic methods
 JA1965.and adjusted by the National Geodetic Survey in May 1999.
 JA1965
 JA1965.The orthometric height was scaled from a topographic map.
 JA1965
 JA1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1965.GEOID18 height accuracy estimate available here.
 JA1965
 JA1965.Click photographs - Photos may exist for this station.
 JA1965
 JA1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1965
 JA1965. The following values were computed from the NAD 83(1997) position.
 JA1965
 JA1965;                    North         East     Units Scale Factor Converg.
 JA1965;SPC IN W     -   349,297.164   899,275.006   MT  0.99996667   -0 00 18.6
 JA1965;SPC IN W     - 1,145,985.78  2,950,371.42   sFT  0.99996667   -0 00 18.6
 JA1965;UTM  16      - 4,249,606.037   491,998.208   MT  0.99960079   -0 03 24.9
 JA1965
 JA1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1965!SPC IN W     -   0.99997777  x   0.99996667  =   0.99994444
 JA1965!UTM  16      -   0.99997777  x   0.99960079  =   0.99957856
 JA1965
 JA1965:                Primary Azimuth Mark                     Grid Az
 JA1965:SPC IN W     -  BATTLE AZ MK                             357 56 22.0
 JA1965:UTM  16      -  BATTLE AZ MK                             357 59 28.3
 JA1965
 JA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9199849606(NAD 83)
 JA1965
 JA1965|---------------------------------------------------------------------|
 JA1965| PID    Reference Object                     Distance      Geod. Az  |
 JA1965|                                                           dddmmss.s |
 JA1965| CG7107 BATTLE RM 1                          44.546 METERS 23901     |
 JA1965| CG7108 BATTLE RM 2                          48.692 METERS 30642     |
 JA1965| CG7106 BATTLE AZ MK                                       3575603.4 |
 JA1965|---------------------------------------------------------------------|
 JA1965
 JA1965                          SUPERSEDED SURVEY CONTROL
 JA1965
 JA1965  NAD 83(1993)-  38 23 40.69013(N)    087 05 29.87856(W) AD(       ) 3
 JA1965  NAD 83(1986)-  38 23 40.69326(N)    087 05 29.87942(W) AD(       ) 3
 JA1965  NAD 27      -  38 23 40.51200(N)    087 05 29.86600(W) AD(       ) 3
 JA1965
 JA1965.Superseded values are not recommended for survey control.
 JA1965
 JA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1965.See file dsdata.pdf to determine how the superseded data were derived.
 JA1965
 JA1965_MARKER: DS = TRIANGULATION STATION DISK
 JA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1965_STAMPING: BATTLE 1946
 JA1965_MARK LOGO: CGS
 JA1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1965+STABILITY: SURFACE MOTION
 JA1965
 JA1965  HISTORY     - Date     Condition        Report By
 JA1965  HISTORY     - 1946     MONUMENTED       CGS
 JA1965
 JA1965                          STATION DESCRIPTION
 JA1965
 JA1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1965'THIS STATION IS ALONG STATE HIGHWAY 257, 4.2 MILES SOUTH FROM THE
 JA1965'OTWELL POST OFFICE, NEAR
 JA1965'THE TOP OF HIGHEST HILL IN VICINITY.  THE MARK IS 62
 JA1965'FEET EAST OF THE CENTERLINE OF
 JA1965'THE HIGHWAY, 20 FEET WEST OF A LONE
 JA1965'24-INCH PINE TREE AND 5 FEET NORTHWEST OF WHITE
 JA1965'WITNESS POST.  THE
 JA1965'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BATTLE 1946.
 JA1965'
 JA1965'REFERENCE MARK NO 1 IS 146.15 FEET SOUTHWEST OF THE STATION, 63 FEET
 JA1965'WEST OF THE CENTERLINE OF
 JA1965'THE HIGHWAY AND 4 FEET SOUTH OF A CONCRETE HIGHWAY
 JA1965'POST.  THE MARK PROJECTS 8 INCHES
 JA1965'AND THE DISK IS STAMPED NO 1 BATTLE 1946.
 JA1965'
 JA1965'REFERENCE MARK NO 2 IS 159.75 FEET NORTHWEST OF THE STATION, 65 FEET
 JA1965'WEST OF THE CENTERLINE OF
 JA1965'THE HIGHWAY AND ON THE HIGHEST POINT OF HILL.  THE
 JA1965'MARK PROJECTS 8 INCHES AND THE DISK
 JA1965'IS STAMPED NO 2 BATTLE 1946.
 JA1965'
 JA1965'THE AZIMUTH MARK IS ALONG STATE HIGHWAY 257, 0.6 MILE NORTH OF THE
 JA1965'STATION, 56 FEET SOUTH OF A
 JA1965'FENCE CORNER, 38 FEET WEST OF THE CENTERLINE OF THE
 JA1965'HIGHWAY AND 2 FEET SOUTH OF A
 JA1965'WHITE WITNESS POST.  THE MARK PROJECTS
 JA1965'8 INCHES AND THE DISK IS STAMPED NO 3 BATTLE 1946.
 JA1965'
 JA1965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2594 ***********************************************************************
 LB2594  DESIGNATION -  BAUGH
 LB2594  PID         -  LB2594
 LB2594  STATE/COUNTY-  IN/TIPPECANOE
 LB2594  COUNTRY     -  US
 LB2594  USGS QUAD   -  ROMNEY (2019)
 LB2594
 LB2594                         *CURRENT SURVEY CONTROL
 LB2594  ______________________________________________________________________
 LB2594* NAD 83(1997) POSITION- 40 18 56.60363(N) 086 56 29.93625(W)   ADJUSTED
 LB2594* NAVD 88 ORTHO HEIGHT -   225.03  (+/-2cm)      738.3   (feet) VERTCON3
 LB2594  ______________________________________________________________________
 LB2594  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 LB2594  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LB2594  HORZ ORDER      -  FIRST
 LB2594  VERT ORDER      -  THIRD ? (See Below)
 LB2594
 LB2594.The horizontal coordinates were established by classical geodetic methods
 LB2594.and adjusted by the National Geodetic Survey in May 1999.
 LB2594
 LB2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2594
 LB2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2594.GEOID18 height accuracy estimate available here.
 LB2594
 LB2594.The vertical order pertains to the NGVD 29 superseded value.
 LB2594
 LB2594.Click photographs - Photos may exist for this station.
 LB2594
 LB2594.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2594
 LB2594. The following values were computed from the NAD 83(1997) position.
 LB2594
 LB2594;                    North         East     Units Scale Factor Converg.
 LB2594;SPC IN W     -   562,583.273   912,042.669   MT  0.99996845   +0 05 30.0
 LB2594;SPC IN W     - 1,845,741.95  2,992,259.99   sFT  0.99996845   +0 05 30.0
 LB2594;UTM  16      - 4,462,802.001   504,957.812   MT  0.99960030   +0 02 15.9
 LB2594
 LB2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2594!SPC IN W     -   0.99996996  x   0.99996845  =   0.99993841
 LB2594!UTM  16      -   0.99996996  x   0.99960030  =   0.99957027
 LB2594
 LB2594:                Primary Azimuth Mark                     Grid Az
 LB2594:SPC IN W     -  BAUGH AZ MK                              053 39 07.1
 LB2594:UTM  16      -  BAUGH AZ MK                              053 42 21.2
 LB2594
 LB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0495762802(NAD 83)
 LB2594
 LB2594|---------------------------------------------------------------------|
 LB2594| PID    Reference Object                     Distance      Geod. Az  |
 LB2594|                                                           dddmmss.s |
 LB2594| LB2600 PURDUE UNIV HEATING PLT STK         APPROX.12.6 KM 0105823.1 |
 LB2594| LB2606 LAFAYETTE GAS PLANT STACK           APPROX.12.6 KM 0184410.1 |
 LB2594| LB2610 LAFAYETTE CO CTHSE STATUE           APPROX.12.1 KM 0193630.2 |
 LB2594| LB2614 LAFAYETTE ST MARYS CATH SPIRE       APPROX.12.4 KM 0232050.2 |
 LB2594| LB2586 LAFAYETTE TV STA WLFI MAST          APPROX.12.3 KM 0391412.2 |
 LB2594| CC7787 BAUGH AZ MK                                        0534437.1 |
 LB2594| LB2597 LAFAYETTE RAD STA WBAA MAST         APPROX. 5.7 KM 0595733.6 |
 LB2594| CC7790 BAUGH RM 3                           22.357 METERS 06652     |
 LB2594| CC7788 BAUGH RM 1                           77.925 METERS 08658     |
 LB2594| LB2211 ODELL VORTAC ABANDONED              APPROX.10.6 KM 2510114.5 |
 LB2594| CC7789 BAUGH RM 2                           60.741 METERS 30715     |
 LB2594|---------------------------------------------------------------------|
 LB2594
 LB2594                          SUPERSEDED SURVEY CONTROL
 LB2594
 LB2594  NAD 83(1986)-  40 18 56.61090(N)    086 56 29.94820(W) AD(       ) 1
 LB2594  NAD 27      -  40 18 56.48750(N)    086 56 29.91210(W) AD(       ) 1
 LB2594  NGVD 29             225.11   (m)          738.5    (f) LEVELING    3  
 LB2594
 LB2594.Superseded values are not recommended for survey control.
 LB2594
 LB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2594.See file dsdata.pdf to determine how the superseded data were derived.
 LB2594
 LB2594_MARKER: DS = TRIANGULATION STATION DISK
 LB2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2594_STAMPING: BAUGH 1934
 LB2594_MARK LOGO: CGS
 LB2594_PROJECTION: FLUSH
 LB2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2594+STABILITY: SURFACE MOTION
 LB2594
 LB2594  HISTORY     - Date     Condition        Report By
 LB2594  HISTORY     - 1934     MONUMENTED       CGS
 LB2594  HISTORY     - 1942     GOOD             CGS
 LB2594  HISTORY     - 1948     GOOD             CGS
 LB2594  HISTORY     - 1966     GOOD             CGS
 LB2594  HISTORY     - 1970     GOOD             NGS
 LB2594  HISTORY     - 19970101 GOOD             INDNR
 LB2594
 LB2594                          STATION DESCRIPTION
 LB2594
 LB2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2594'1.5 MILES WEST AND 1 MILE NORTH (BY ROAD) FROM SOUTH RAUB, IN A
 LB2594'BARN LOT OWNED BY L. W. BAUGH, IN THE BOARD FENCE RUNNING NORTH FROM
 LB2594'THE NORTHEAST CORNER OF THE BARN TO THE ROAD, 25 FEET NORTH OF THE
 LB2594'NORTHEAST CORNER OF THE BARN, 28.5 FEET SOUTH OF THE SOUTH
 LB2594'RIGHT-OF-WAY FENCE OF THE ROAD, AND IS FLUSH WITH THE GROUND.
 LB2594'
 LB2594'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2594'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2594'
 LB2594'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN THE NORTH-SOUTH
 LB2594'FENCE AT THE SOUTH END OF A GATE, 12 FEET SOUTH OF THE SOUTH
 LB2594'RIGHT-OF-WAY FENCE, 427.40 FEET EAST-SOUTHEAST OF REFERENCE MARK
 LB2594'NO 2, AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS
 LB2594'NORTHWEST OF THE STATION, IN A NORTH-SOUTH FENCE BETWEEN A GARDEN
 LB2594'TO THE WEST AND A FIELD TO THE EAST, 70 FEET NORTH OF THE CENTER
 LB2594'LINE OF THE ROAD, AND PROJECTS 3 INCHES.
 LB2594'
 LB2594'AZIMUTH MARK IS NORTHEAST OF THE STATION, IN THE WEST RIGHT-OF-WAY
 LB2594'FENCE OF A GRAVEL ROAD, 15 FEET SOUTH OF AN OLD STUMP WITH LIVE
 LB2594'SHOOTS, 0.3 MILE NORTH OF A T-INTERSECTION, AND PROJECTS 4 INCHES.
 LB2594'
 LB2594'A LA PLACE AZIMUTH IS TO BE OBSERVED FROM THIS STATION WITH NO 424
 LB2594'(TRAVERSE STATION) DESCRIBED ELSEWHERE AS INITIAL.
 LB2594'
 LB2594'A 77 FOOT TOWER WILL CLEAR ALL LINES EXCEPT THOSE TO STATIONS GRAY
 LB2594'AND MELLOTT WHICH REQUIRE 116-FOOT TOWERS ON EACH END.
 LB2594
 LB2594                          STATION RECOVERY (1942)
 LB2594
 LB2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMS)
 LB2594'RECOVERED AS DESCRIBED.
 LB2594
 LB2594                          STATION RECOVERY (1948)
 LB2594
 LB2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2594'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LB2594'GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 LB2594'
 LB2594'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2594
 LB2594                          STATION RECOVERY (1966)
 LB2594
 LB2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2594'BAUGH 1934 RECOVERED IN GOOD CONDITION.
 LB2594'NO. 1 1934 NOT RECOVERED.
 LB2594'NO. 2 1934 RECOVERED IN GOOD CONDITION.
 LB2594'AZ MK BAUGH 1934 POST BADLY CHIPPED. OTHERWISE GOOD.
 LB2594'
 LB2594'REF. MK NO. 1 NOT RECOVERED AFTER DIMENSION CHECKS.  FENCE, MENTIONED
 LB2594'IN DESCRIPTION, NO LONGER EXISTS.  ENTIRE AREA OF ORIGINAL SITE OF
 LB2594'R. M. NO. 1 NOW CULTIVATED.
 LB2594'
 LB2594'OTHER MARKS FOUND AS DESCRIBED.
 LB2594
 LB2594                          STATION RECOVERY (1970)
 LB2594
 LB2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2594'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LB2594'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT
 LB2594'NOT RECOVERED.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE
 LB2594'MARK 2.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW AND
 LB2594'COMPLETE DESCRIPTION FOLLOWS.
 LB2594'
 LB2594'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF LAFAYETTE,
 LB2594'4 MILES NORTHWEST OF ROMNEY AND 2 MILES WEST-NORTHWEST OF SOUTH
 LB2594'RAUB.  THE PROPERTY IS NOW OWNED BY THE LAFAYETTE LOAN AND TRUST
 LB2594'COMPANY.
 LB2594'
 LB2594'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 231 AND
 LB2594'STATE HIGHWAY 28, IN THE NORTH EDGE OF ROMNEY, GO NORTH ON U. S.
 LB2594'HIGHWAY 231 FOR 3.05 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON
 LB2594'800 S ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT, CEMETERY ON LEFT,
 LB2594'TURN RIGHT AND GO NORTH ON 150 W ROAD FOR 1.05 MILES TO A SIDE ROAD
 LB2594'LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 LB2594'150 W ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT), TURN LEFT AND
 LB2594'GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A BARN AND THE STATION
 LB2594'ON THE LEFT.
 LB2594'
 LB2594'THE STATION MARK IS A STANDARD DISK STAMPED BAUGH 1934, SET IN THE
 LB2594'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LB2594'1-INCH.  IT IS 189 FEET EAST OF A FARM HOUSE, 35 FEET SOUTHEAST OF
 LB2594'A TRIANGULAR BLAZED TREE, 25.4 FEET NORTH OF THE NORTHEAST CORNER
 LB2594'OF A BARN, 49 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 2
 LB2594'FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 LB2594'
 LB2594'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAUGH NO II 1934, SET IN
 LB2594'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 LB2594'INCHES.  IT IS 74 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 63
 LB2594'FEET NORTH-NORTHWEST OF A POWERLINE POLE AND 0.5 FOOT EAST OF A
 LB2594'NORTH-SOUTH WIRE FENCE.
 LB2594'
 LB2594'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAUGH 1934 NO 3 1970,
 LB2594'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LB2594'FLUSH WITH THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTER OF THE
 LB2594'GRAVELED ROAD, 4 FEET WEST OF A 16-INCH TREE AND 1.0 FEET NORTH OF
 LB2594'AN EAST-WEST WIRE FENCE.
 LB2594'
 LB2594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAUGH 1934 AZIMUTH, SET
 LB2594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LB2594'5 INCHES.  IT IS 33.6 FEET NORTH OF A POWERLINE POLE, 25 FEET WEST
 LB2594'OF THE CENTER OF ROAD AND 3 FEET EAST OF A METAL WITNESS POST AND
 LB2594'WIRE FENCE.
 LB2594'
 LB2594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LB2594'WEST-NORTHWEST OF SOUTH RAUB.
 LB2594'
 LB2594'HEIGHT OF LIGHT ABOVE STATION MARK 99.3 FEET.
 LB2594
 LB2594                          STATION RECOVERY (1997)
 LB2594
 LB2594'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2594'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3326 ***********************************************************************
 JZ3326  DESIGNATION -  BEACON 3 R
 JZ3326  PID         -  JZ3326
 JZ3326  STATE/COUNTY-  IN/FRANKLIN
 JZ3326  COUNTRY     -  US
 JZ3326  USGS QUAD   -  SPADES (2019)
 JZ3326
 JZ3326                         *CURRENT SURVEY CONTROL
 JZ3326  ______________________________________________________________________
 JZ3326* NAD 83(1997) POSITION- 39 21 30.73009(N) 085 04 17.49946(W)   ADJUSTED
 JZ3326  ______________________________________________________________________
 JZ3326  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ3326  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 JZ3326  HORZ ORDER      -  THIRD
 JZ3326
 JZ3326.The horizontal coordinates were established by classical geodetic methods
 JZ3326.and adjusted by the National Geodetic Survey in May 1999.
 JZ3326
 JZ3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3326.GEOID18 height accuracy estimate available here.
 JZ3326
 JZ3326.Click photographs - Photos may exist for this station.
 JZ3326
 JZ3326.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3326
 JZ3326. The following values were computed from the NAD 83(1997) position.
 JZ3326
 JZ3326;                    North         East     Units Scale Factor Converg.
 JZ3326;SPC IN E     -   456,468.194   151,292.030   MT  0.99999905   +0 22 38.7
 JZ3326;SPC IN E     - 1,497,596.07    496,363.94   sFT  0.99999905   +0 22 38.7
 JZ3326;SPC OH S     -   153,970.863   378,410.552   MT  0.99993601   -1 37 54.1
 JZ3326;SPC OH S     -   505,152.74  1,241,501.95   sFT  0.99993601   -1 37 54.1
 JZ3326;UTM  16      - 4,358,338.561   666,149.973   MT  0.99993990   +1 13 23.7
 JZ3326
 JZ3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6614958338(NAD 83)
 JZ3326
 JZ3326                          SUPERSEDED SURVEY CONTROL
 JZ3326
 JZ3326  NAD 83(1995)-  39 21 30.72933(N)    085 04 17.49958(W) AD(       ) 3
 JZ3326  NAD 83(1993)-  39 21 30.73316(N)    085 04 17.50940(W) AD(       ) 3
 JZ3326  NAD 83(1986)-  39 21 30.73323(N)    085 04 17.51244(W) AD(       ) 3
 JZ3326  NAD 27      -  39 21 30.55000(N)    085 04 17.65600(W) AD(       ) 3
 JZ3326
 JZ3326.Superseded values are not recommended for survey control.
 JZ3326
 JZ3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3326.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3326
 JZ3326_MARKER: 22 = AIRWAY BEACON
 JZ3326
 JZ3326  HISTORY     - Date     Condition        Report By
 JZ3326  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3326  HISTORY     - 1940     GOOD             SCS
 JZ3326
 JZ3326                          STATION DESCRIPTION
 JZ3326
 JZ3326'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 JZ3326'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0505 ***********************************************************************
 HA0505  DESIGNATION -  BEAR
 HA0505  PID         -  HA0505
 HA0505  STATE/COUNTY-  IN/PERRY
 HA0505  COUNTRY     -  US
 HA0505  USGS QUAD   -  ROME (2019)
 HA0505
 HA0505                         *CURRENT SURVEY CONTROL
 HA0505  ______________________________________________________________________
 HA0505* NAD 83(1997) POSITION- 37 56 39.33713(N) 086 34 49.01440(W)   ADJUSTED
 HA0505* NAD 83(1997) ELLIP HT-   204.690 (meters)        (05/25/99)   ADJUSTED
 HA0505* NAVD 88 ORTHO HEIGHT -   236.990 (meters)      777.52  (feet) ADJUSTED
 HA0505  ______________________________________________________________________
 HA0505  GEOID HEIGHT    -        -32.325 (meters)                     GEOID18
 HA0505  NAD 83(1997) X  -    300,420.662 (meters)                     COMP
 HA0505  NAD 83(1997) Y  - -5,027,429.376 (meters)                     COMP
 HA0505  NAD 83(1997) Z  -  3,900,692.652 (meters)                     COMP
 HA0505  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 HA0505  DYNAMIC HEIGHT  -        236.818 (meters)      776.96  (feet) COMP
 HA0505  MODELED GRAVITY -    979,899.7   (mgal)                       NAVD 88
 HA0505
 HA0505  HORZ ORDER      -  SECOND
 HA0505  VERT ORDER      -  FIRST     CLASS II
 HA0505  ELLP ORDER      -  FOURTH    CLASS I
 HA0505
 HA0505.The horizontal coordinates were established by classical geodetic methods
 HA0505.and adjusted by the National Geodetic Survey in May 1999.
 HA0505
 HA0505.The orthometric height was determined by differential leveling and
 HA0505.adjusted by the NATIONAL GEODETIC SURVEY
 HA0505.in June 1991.
 HA0505
 HA0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0505.GEOID18 height accuracy estimate available here.
 HA0505
 HA0505.Click photographs - Photos may exist for this station.
 HA0505
 HA0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0505
 HA0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0505
 HA0505.The ellipsoidal height was determined by GPS observations
 HA0505.and is referenced to NAD 83.
 HA0505
 HA0505.The dynamic height is computed by dividing the NAVD 88
 HA0505.geopotential number by the normal gravity value computed on the
 HA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0505.degrees latitude (g = 980.6199 gals.).
 HA0505
 HA0505.The modeled gravity was interpolated from observed gravity values.
 HA0505
 HA0505. The following values were computed from the NAD 83(1997) position.
 HA0505
 HA0505;                    North         East     Units Scale Factor Converg.
 HA0505;SPC IN W     -   299,426.711   944,216.344   MT  0.99999074   +0 18 33.6
 HA0505;SPC IN W     -   982,369.13  3,097,816.46   sFT  0.99999074   +0 18 33.6
 HA0505;SPC KY1Z     - 1,179,109.243 1,427,026.995   MT  0.99990564   -0 30 35.1
 HA0505;SPC KY1Z     - 3,868,460.91  4,681,837.73   sFT  0.99990564   -0 30 35.1
 HA0505;SPC KY S     -   679,098.914   427,019.938   MT  1.00000201   -0 30 12.7
 HA0505;SPC KY S     - 2,228,010.35  1,400,981.25   sFT  1.00000201   -0 30 12.7
 HA0505;UTM  16      - 4,199,713.673   536,878.094   MT  0.99961675   +0 15 29.1
 HA0505
 HA0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0505!SPC IN W     -   0.99996788  x   0.99999074  =   0.99995862
 HA0505!SPC KY1Z     -   0.99996788  x   0.99990564  =   0.99987353
 HA0505!SPC KY S     -   0.99996788  x   1.00000201  =   0.99996989
 HA0505!UTM  16      -   0.99996788  x   0.99961675  =   0.99958464
 HA0505
 HA0505:                Primary Azimuth Mark                     Grid Az
 HA0505:SPC IN W     -  BEAR AZ MK                               348 36 09.7
 HA0505:SPC KY1Z     -  BEAR AZ MK                               349 25 18.4
 HA0505:SPC KY S     -  BEAR AZ MK                               349 24 56.0
 HA0505:UTM  16      -  BEAR AZ MK                               348 39 14.2
 HA0505
 HA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3687899713(NAD 83)
 HA0505
 HA0505|---------------------------------------------------------------------|
 HA0505| PID    Reference Object                     Distance      Geod. Az  |
 HA0505|                                                           dddmmss.s |
 HA0505| HA0504 BEAR RM 1                            18.583 METERS 07610     |
 HA0505| HA1455 16 M                                 27.784 METERS 27437     |
 HA0505| CG7110 BEAR RM 2                            29.140 METERS 29809     |
 HA0505| CG7109 BEAR AZ MK                                         3485443.3 |
 HA0505|---------------------------------------------------------------------|
 HA0505
 HA0505                          SUPERSEDED SURVEY CONTROL
 HA0505
 HA0505  NAD 83(1993)-  37 56 39.33967(N)    086 34 49.01341(W) AD(       ) 2
 HA0505  NAD 83(1986)-  37 56 39.34673(N)    086 34 49.01699(W) AD(       ) 2
 HA0505  NAD 27      -  37 56 39.13100(N)    086 34 49.08500(W) AD(       ) 2
 HA0505  NGVD 29 (??/??/92)  237.092  (m)          777.86   (f) ADJ UNCH    1 2
 HA0505  NGVD 29             237.09   (m)          777.9    (f) LEVELING    3  
 HA0505
 HA0505.Superseded values are not recommended for survey control.
 HA0505
 HA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0505.See file dsdata.pdf to determine how the superseded data were derived.
 HA0505
 HA0505_MARKER: DS = TRIANGULATION STATION DISK
 HA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0505_STAMPING: BEAR 1946
 HA0505_MARK LOGO: CGS
 HA0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0505+STABILITY: SURFACE MOTION
 HA0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0505+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2007
 HA0505
 HA0505  HISTORY     - Date     Condition        Report By
 HA0505  HISTORY     - 1946     MONUMENTED       CGS
 HA0505  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0505  HISTORY     - 1965     GOOD             CGS
 HA0505  HISTORY     - 19880509 GOOD             NGS
 HA0505  HISTORY     - 19890425 GOOD             NGS
 HA0505  HISTORY     - 19970527 GOOD             NGS
 HA0505  HISTORY     - 20070116 GOOD             LNDMRK
 HA0505  HISTORY     - 20150206 GOOD             GEOCAC
 HA0505
 HA0505                          STATION DESCRIPTION
 HA0505
 HA0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0505'THIS STATION IS ABOUT 9 MILES EAST-NORTHEAST OF CANNELTON, ABOUT 6
 HA0505'MILES SOUTH-SOUTHWEST OF DERBY, 33 FEET SOUTH OF THE CENTERLINE OF
 HA0505'STATE HIGHWAY 66. 13 FEET SUTH OF A WHITE WITNESS POST AND IN THE
 HA0505'EDGE OF A WOODS. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HA0505'STAMPED BEAR 1946.
 HA0505'
 HA0505'REFERENCE MARK NO. 1 IS 60.97 FEET EAST OF THE STATION, 22 FEET SOUTH
 HA0505'OF THE CENTERLINE OF THE HIGHWAY AND IN THE EDGE OF THE WOODS. THE
 HA0505'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEAR NO 1 1946.
 HA0505'
 HA0505'REFERENCE MARK NO. 2 IS 95.60 FEET NORTHWEST OF THE STATION, 20 FEET
 HA0505'NORTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE EDGE OF A FIELD.
 HA0505'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAR NO 2 1946.
 HA0505'
 HA0505'16 M (USGS) IS 91.15 FEET WEST OF THE STATION, 15 FEET SOUTH OF THE
 HA0505'CENTERLINE OF THE HIGHWAY AND IN THE EDGE OF THE WOODS. THE MARK
 HA0505'WAS IN GOOD CONDITION AND IS STANDARD USGS BRONZE DISK SET IN
 HA0505'CONCRETE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED USGS
 HA0505'BM 16 M 778 FEET 1945.
 HA0505'
 HA0505'THE AZIMUTH MARK IS NORTH OF THE STATION, 18 FEET WEST OF THE
 HA0505'CENTERLINE OF A GRAVEL ROAD, 2 FEET EAST OF A WHITE WITNESS
 HA0505'POST AND IN THE EDGE OF A WOODS. THE MARK PROJECTS 6 INCHES AND THE
 HA0505'DISK IS STAMPED BEAR 1946.
 HA0505'
 HA0505'TO REACH THE STATION FROM THE SOUTHWEST END OF WASHINGTON STREET IN
 HA0505'CANNELTON, GO EASTERLY ON STATE HIGHWAY 66 FOR 4.9 MILES TO THE
 HA0505'JUNCTION WITH STATE HIGHWAY 166, CONTINUE ON STATE HIGHWAY 66 FOR 6.3
 HA0505'MILES TO THE STATION ON THE RIGHT JUST AFTER PASSING A GRAVEL
 HA0505'SIDE ROAD ON THE LEFT.
 HA0505'
 HA0505'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR ABOUT 75
 HA0505'YARDS TO A GRAVEL ROAD LEADING NORTH, GO NORTH ON THIS ROAD FOR 0.3
 HA0505'MILE TO THE MARK ON THE LEFT IN THE EDGE OF A WOODS.
 HA0505'
 HA0505'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HA0505
 HA0505                          STATION RECOVERY (1965)
 HA0505
 HA0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0505'THE STATION MARK, STAMPED BEAR 1946, IS ABOUT 0.8 MILE NORTHWEST
 HA0505'ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT ROME, THENCE 3.3 MILES
 HA0505'WEST ALONG STATE HIGHWAY 66, 31 FEET SOUTH OF THE CENTER LINE OF
 HA0505'THE HIGHWAY, 252 FEET EAST OF A HOOSIER NATIONAL SIGN BOARD WHICH
 HA0505'IS IN LINE WITH THE CENTER LINE OF AN ASPHALT ROAD LEADING NORTH,
 HA0505'148 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 HA0505'CORNER OF A SHELL SERVICE STATION AND A GROCERY STORE, 60.9 FEET
 HA0505'WEST OF R.M. 1, 30-1/2 FEET NORTHEAST OF A 12-INCH OAK TREE, 9
 HA0505'FEET WEST-SOUTHWEST OF A TELEPHONE POLE WITH A BRACE WIRE,
 HA0505'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0505'PROJECTING 6 INCHES.
 HA0505'
 HA0505'R.M. 1, STAMPED BEAR NO 1 1946, 60.9 FEET EAST OF BEAR 1946, 61 FEET
 HA0505'WEST OF A 14-INCH MAPLE TREE, 20 FEET SOUTH OF THE CENTER LINE OF
 HA0505'THE HIGHWAY, 1.2 FEET EAST OF A METAL WITNESS POST, 3-1/2 FEET
 HA0505'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 HA0505'POST PROJECTING 7 INCHES.
 HA0505'
 HA0505'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0505
 HA0505                          STATION RECOVERY (1965)
 HA0505
 HA0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0505'4.1 MI W FROM ROME.
 HA0505'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0505'AT ROME, THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 66, 31 FEET
 HA0505'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 252 FEET EAST OF A
 HA0505'HOOSIER NATIONAL SIGN BOARD WHICH IS IN LINE WITH THE CENTER
 HA0505'LINE OF AN ASPHALT ROAD LEADING NORTH, 148 FEET SOUTHEAST AND
 HA0505'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A SHELL SERVICE
 HA0505'STATION AND GROCERY STORE, 60.9 FEET WEST OF BEAR R.M. 1, 30 1/2
 HA0505'FEET NORTHEAST OF A 12-INCH OAK TREE, 9 FEET WEST-SOUTHWEST OF
 HA0505'A TELELPHONE POLE WITH A BRACE WIRE, ABOUT LEVEL WITH THE
 HA0505'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0505
 HA0505                          STATION RECOVERY (1988)
 HA0505
 HA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HA0505'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST-NORTHEAST OF
 HA0505'CANNELTON, 9.7 KM (6.05 MI) SOUTH-SOUTHWEST OF DERBY AND 6.4 KM
 HA0505'(4.00 MI) WEST OF ROME.  OWNERSHIP---MR. MCKINLEY ROBERTS, BOX 378,
 HA0505'ROME, IN 47574, PHONE 812-836-2820.
 HA0505'TO REACH THE STATION FROM THE OLD SCHOOLHOUSE IN ROME GO NORTHWEST
 HA0505'ALONG A PAVED ROAD FOR 1.3 KM (0.80 MI) TO STATE HIGHWAY 66.  TURN
 HA0505'LEFT AND GO WESTERLY FOR 5.3 KM (3.30 MI) TO THE STATION ON THE LEFT.
 HA0505'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---BEAR
 HA0505'1946---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECT 6 CM
 HA0505'ABOVE THE GROUND SURFACE.  LOCATED 76.8 M (252.0 FT) EAST FROM A
 HA0505'HOOSIER NATIONAL FOREST SIGN WHICH IS IN LINE WITH CENTER OF ROAD
 HA0505'LEADING NORTH, 18.6 M (61.0 FT) WEST FROM RM 1, 9.1 M (29.9 FT) SOUTH
 HA0505'FROM CENTER OF STATE HIGHWAY 66, 2.7 M (8.9 FT) WEST-SOUTHWEST FROM
 HA0505'TELEPHONE POLE AND 0.5 M (1.6 FT) NORTH FROM A FIBERGLASS WITNESS
 HA0505'POST.
 HA0505'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HA0505'DESCRIBED BY D.A. BOWLING.
 HA0505
 HA0505                          STATION RECOVERY (1989)
 HA0505
 HA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HA0505'RECOVERED IN GOOD CONDITION.
 HA0505
 HA0505                          STATION RECOVERY (1997)
 HA0505
 HA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HA0505'RECOVERED AS DESCRIBED.
 HA0505
 HA0505                          STATION RECOVERY (2007)
 HA0505
 HA0505'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2007 (DLH)
 HA0505'SUITABLE FOR GPS OBSERVATIONS DURING THE WINTER.  TREES ON SOUTH SIDE
 HA0505'OF MONUMENT.
 HA0505
 HA0505                          STATION RECOVERY (2015)
 HA0505
 HA0505'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0505'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2012 ***********************************************************************
 LA2012  DESIGNATION -  BEAR
 LA2012  PID         -  LA2012
 LA2012  STATE/COUNTY-  IN/JAY
 LA2012  COUNTRY     -  US
 LA2012  USGS QUAD   -  DOMESTIC (2019)
 LA2012
 LA2012                         *CURRENT SURVEY CONTROL
 LA2012  ______________________________________________________________________
 LA2012* NAD 83(1997) POSITION- 40 32 55.67671(N) 085 00 21.96193(W)   ADJUSTED
 LA2012* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2012  ______________________________________________________________________
 LA2012  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 LA2012  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 LA2012  HORZ ORDER      -  THIRD
 LA2012
 LA2012.The horizontal coordinates were established by classical geodetic methods
 LA2012.and adjusted by the National Geodetic Survey in May 1999.
 LA2012
 LA2012.The orthometric height was scaled from a topographic map.
 LA2012
 LA2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2012.GEOID18 height accuracy estimate available here.
 LA2012
 LA2012.Click photographs - Photos may exist for this station.
 LA2012
 LA2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2012
 LA2012. The following values were computed from the NAD 83(1997) position.
 LA2012
 LA2012;                    North         East     Units Scale Factor Converg.
 LA2012;SPC IN E     -   588,663.894   155,952.449   MT  1.00000519   +0 25 46.0
 LA2012;SPC IN E     - 1,931,308.13    511,653.99   sFT  1.00000519   +0 25 46.0
 LA2012;UTM  16      - 4,490,581.659   668,833.652   MT  0.99995088   +1 17 47.5
 LA2012
 LA2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2012!SPC IN E     -   0.99996389  x   1.00000519  =   0.99996908
 LA2012!UTM  16      -   0.99996389  x   0.99995088  =   0.99991477
 LA2012
 LA2012:                Primary Azimuth Mark                     Grid Az
 LA2012:SPC IN E     -  BEAR AZ MK                               246 15 48.7
 LA2012:UTM  16      -  BEAR AZ MK                               245 23 47.2
 LA2012
 LA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6883390581(NAD 83)
 LA2012
 LA2012|---------------------------------------------------------------------|
 LA2012| PID    Reference Object                     Distance      Geod. Az  |
 LA2012|                                                           dddmmss.s |
 LA2012| CC7792 BEAR RM 1                            22.578 METERS 05643     |
 LA2012| CC7793 BEAR RM 2                            25.908 METERS 13217     |
 LA2012| CC7791 BEAR AZ MK                                         2464134.7 |
 LA2012|---------------------------------------------------------------------|
 LA2012
 LA2012                          SUPERSEDED SURVEY CONTROL
 LA2012
 LA2012  NAD 83(1995)-  40 32 55.67745(N)    085 00 21.96458(W) AD(       ) 3
 LA2012  NAD 83(1986)-  40 32 55.67937(N)    085 00 21.97616(W) AD(       ) 3
 LA2012  NAD 27      -  40 32 55.51920(N)    085 00 22.08830(W) AD(       ) 3
 LA2012
 LA2012.Superseded values are not recommended for survey control.
 LA2012
 LA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2012.See file dsdata.pdf to determine how the superseded data were derived.
 LA2012
 LA2012_MARKER: DS = TRIANGULATION STATION DISK
 LA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2012_STAMPING: BEAR 1955
 LA2012_MARK LOGO: CGS
 LA2012_PROJECTION: FLUSH
 LA2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2012+STABILITY: SURFACE MOTION
 LA2012
 LA2012  HISTORY     - Date     Condition        Report By
 LA2012  HISTORY     - 1955     MONUMENTED       CGS
 LA2012  HISTORY     - 1964     GOOD             CGS
 LA2012  HISTORY     - 1970     GOOD             NGS
 LA2012
 LA2012                          STATION DESCRIPTION
 LA2012
 LA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2012'THE STATION ABOUT 7-1/2 MILES EAST OF FIAT, ON LAND OWNED BY MARSHALL
 LA2012'SNYDER.  IT IS ABOUT 125 FEET
 LA2012'NORTH OF THE SNYDER FARMHOUSE, 85 FEET NORTHWEST OF A 4 INCH X 4 INCH
 LA2012'WHITE WITNESS POST, 48 FEET WEST OF THE
 LA2012'CENTER OF A GRAVELED ROAD, 22 FEET EAST OF THE SOUTHEAST
 LA2012'CORNER OF A BARN AND 33 FEET WEST OF A FENCE.
 LA2012'
 LA2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND 18 IN
 LA2012'FIAT, GO EAST ON HIGHWAY 18
 LA2012'FOR 7.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE
 LA2012'HIGHWAY FOR 0.2 MILE TO A
 LA2012'GRAVELED ROAD LEADING NORTH, TURN LEFT AND GO NORTH FOR 0.1
 LA2012'MILE TO THE FARMHOUSE AND THE STATION ON THE
 LA2012'LEFT.
 LA2012'
 LA2012'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2012'BEAR 1955.
 LA2012'
 LA2012'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 LA2012'AND 1 FOOT WEST OF A FENCE.
 LA2012'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BEAR NO 1 1955.
 LA2012'
 LA2012'REFERENCE MARK 2 IS 17 FEET EAST OF THE GRAVELED ROAD, 2 FEET NORTH
 LA2012'OF THE WITNESS POST AND
 LA2012'1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 LA2012'IS STAMPED BEAR NO 2 1955.
 LA2012'
 LA2012'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 9 FEET
 LA2012'WEST OF A TELEPHONE POLE AND
 LA2012'1 FOOT NORTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK
 LA2012'PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 LA2012'BEAR 1955.
 LA2012'
 LA2012'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2012
 LA2012                          STATION RECOVERY (1964)
 LA2012
 LA2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2012'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2012'DESCRIBED.
 LA2012'
 LA2012'ABOUT 2.4 MILES W ALONG NO. 18 INDIANA HWY. FROM ITS INTERSECTION
 LA2012'WITH NO. 1 INDIANA HWY. ABOUT A HALF-MILE N OF THE HEART OF THE
 LA2012'SMALL TOWN OF BRYANT, THENCE 0.1 MILE N ON NO. 129 COUNTY ROAD TO
 LA2012'THE STATION ON THE LEFT, ABOUT A HALF-MILE W OF BEAR CREEK, 48
 LA2012'FEET W OF CENTER LINE OF THE GRAVELED ROAD, 1.7 FEET LOWER
 LA2012'THAN SAME, 23 FEET E OF SE CORNER OF CONCRETE FOUNDATION OF
 LA2012'BARN, 3.5 FEET N OF PROJECTED PLANE OF S WALL OF SAME, STANDARD
 LA2012'DISKS STAMPED BEAR 1955 ARE SET IN MARKS WITH THE UPPER MARK
 LA2012'FLUSH.
 LA2012'
 LA2012'R.M. STAMPED BEAR NO 1 1955, PROJECTS 0.2 FOOT, IS 22.589 METERS
 LA2012'OR 74.11 FEET N 56 DEG 43 MIN E FROM THE STATION, 15 FEET
 LA2012'E OF CENTER LINE OF ROAD, LEVEL WITH THE SAME, AND 17 FEET N OF
 LA2012'PROJECTED PLANE OF THE N WALL OF THE SAID BARN.
 LA2012'
 LA2012'R.M. STAMPED BEAR NO 2 1955, PROJECTS 0.2 FOOT, IS 25.899 METERS OR
 LA2012'84.97 FEET S 47 DEG 43 MIN E FROM THE STATION, 15 FEET E. OF
 LA2012'CENTER LINE OF ROAD, 0.3 FOOT HIGHER THAN SAME, 48 FEET N OF
 LA2012'CREOSOTED TRANSFORMER POWER POLE, AND 2.0 FEET N OF STEEL WITNESS
 LA2012'POST.
 LA2012'
 LA2012'AZIMUTH MARK STAMPED BEAR 1955, FLUSH, IS ABOUT IS ABOUT 0.3 MILE
 LA2012'S 66 DEG 42 MIN W FROM THE STATION, 29 FEET S. OF
 LA2012'CENTER LINE OF 20-FOOT ASPHALT HIGHWAY PAVEMENT, 0.5 FOOT LOWER
 LA2012'THAN SAME, 9 FEET W OF CREOSOTED NO. 60632 TELEPHONE POLE, AND 2
 LA2012'FEET E OF STEEL WITNESS POST.
 LA2012
 LA2012                          STATION RECOVERY (1970)
 LA2012
 LA2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LA2012'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LA2012'THE AZIMUTH MARK WAS NOT FOUND BUT THOUGHT TO BE ALRIGHT SINCE THERE
 LA2012'HAS BEEN NO CONSTRUCTION IN THE AREA.  THE LINE OF SIGHT TO THE
 LA2012'AZIMUTH MARK WAS OBSTRUCTED BY A SHED AND NO ANGLE COULD BE TURNED
 LA2012'TO HELP IN THE SEARCH.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 LA2012'CHECKED AND DID THE DISTANCE TO REFERENCE MARK 2.  THE DISTANCE
 LA2012'TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.10 OF A FOOT.  A
 LA2012'NEW DESCRIPTION FOLLOWS--
 LA2012'
 LA2012'THE STATION IS LOCATED ON THE PROPERTY OF MR. MARSHALL SNYDER, ABOUT
 LA2012'125 FEET NORTH OF A FRAME HOUSE, 30 FEET SOUTHEAST OF A 14 INCH
 LA2012'COTTONWOOD TREE, 33 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 LA2012'BARN, 22 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN, 33 FEET
 LA2012'WEST OF A FENCE AND 48 FEET WEST OF THE CENTERLINE OF A GRAVELED
 LA2012'ROAD.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 LA2012'STAMPED BEAR 1955.
 LA2012'
 LA2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 1
 LA2012'AT FIAT, GO EAST ON HIGHWAY 18 FOR 7.85 MILES TO A GRAVELED ROAD
 LA2012'NORTH.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO
 LA2012'THE STATION ON THE LEFT.
 LA2012'
 LA2012'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE AND 17 FEET EAST OF THE
 LA2012'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LA2012'DISK IS STAMPED BEAR NO 1 1955.
 LA2012'
 LA2012'REFERENCE MARK 2 IS 33 FEET NORTHEAST OF A 30 INCH MAPLE TREE, 2
 LA2012'FEET NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE AND 17
 LA2012'FEET EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND
 LA2012'THE DISK IS STAMPED BEAR NO 2 1955.
 LA2012'
 LA2012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 LA2012'EAST OF FIAT.
 LA2012'
 LA2012'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0504 ***********************************************************************
 HA0504  DESIGNATION -  BEAR RM 1
 HA0504  PID         -  HA0504
 HA0504  STATE/COUNTY-  IN/PERRY
 HA0504  COUNTRY     -  US
 HA0504  USGS QUAD   -  ROME (2019)
 HA0504
 HA0504                         *CURRENT SURVEY CONTROL
 HA0504  ______________________________________________________________________
 HA0504* NAD 83(1986) POSITION- 37 56 39.48   (N) 086 34 48.28   (W)   HD_HELD1
 HA0504* NAVD 88 ORTHO HEIGHT -   237.515 (meters)      779.25  (feet) ADJUSTED
 HA0504  ______________________________________________________________________
 HA0504  GEOID HEIGHT    -        -32.326 (meters)                     GEOID18
 HA0504  DYNAMIC HEIGHT  -        237.343 (meters)      778.68  (feet) COMP
 HA0504  MODELED GRAVITY -    979,899.7   (mgal)                       NAVD 88
 HA0504
 HA0504  VERT ORDER      -  FIRST     CLASS II
 HA0504
 HA0504.The horizontal coordinates were determined by differentially corrected
 HA0504.hand held GPS observations or other comparable positioning techniques
 HA0504.and have an estimated accuracy of +/- 3 meters.
 HA0504
 HA0504.The orthometric height was determined by differential leveling and
 HA0504.adjusted by the NATIONAL GEODETIC SURVEY
 HA0504.in June 1991.
 HA0504
 HA0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0504.GEOID18 height accuracy estimate available here.
 HA0504
 HA0504.Click photographs - Photos may exist for this station.
 HA0504
 HA0504.The dynamic height is computed by dividing the NAVD 88
 HA0504.geopotential number by the normal gravity value computed on the
 HA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0504.degrees latitude (g = 980.6199 gals.).
 HA0504
 HA0504.The modeled gravity was interpolated from observed gravity values.
 HA0504
 HA0504;                    North         East    Units  Estimated Accuracy
 HA0504;SPC IN W     -   299,431.2     944,234.3     MT  (+/- 3 meters HH1 GPS) 
 HA0504
 HA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3689599718(NAD 83)
 HA0504
 HA0504                          SUPERSEDED SURVEY CONTROL
 HA0504
 HA0504  NGVD 29 (??/??/92)  237.617  (m)          779.58   (f) ADJ UNCH    1 2
 HA0504
 HA0504.Superseded values are not recommended for survey control.
 HA0504
 HA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0504.See file dsdata.pdf to determine how the superseded data were derived.
 HA0504
 HA0504_MARKER: DR = REFERENCE MARK DISK
 HA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0504_STAMPING: BEAR NO 1 1946
 HA0504_MARK LOGO: CGS
 HA0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0504+STABILITY: SURFACE MOTION
 HA0504
 HA0504  HISTORY     - Date     Condition        Report By
 HA0504  HISTORY     - 1946     MONUMENTED       CGS
 HA0504  HISTORY     - 1965     GOOD             CGS
 HA0504  HISTORY     - 20150206 GOOD             GEOCAC
 HA0504
 HA0504                          STATION DESCRIPTION
 HA0504
 HA0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0504'4.1 MI W FROM ROME.
 HA0504'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0504'AT ROME, THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 66, IN SECTION
 HA0504'36, T 6 S, R 2 W, 61 FEET WEST OF A 14-INCH MAPLE TREE, 20 FEET
 HA0504'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60.9 FEET EAST OF BEAR
 HA0504'1946, 1.2 FEET EAST OF A METAL WITNESS POST, 3 1/2 FEET ABOVE
 HA0504'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0504'PROJECTING 7 INCHES.
 HA0504
 HA0504                          STATION RECOVERY (2015)
 HA0504
 HA0504'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0504'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1823 ***********************************************************************
 KA1823  DESIGNATION -  BEARD
 KA1823  PID         -  KA1823
 KA1823  STATE/COUNTY-  IN/VIGO
 KA1823  COUNTRY     -  US
 KA1823  USGS QUAD   -  LEWIS (2019)
 KA1823
 KA1823                         *CURRENT SURVEY CONTROL
 KA1823  ______________________________________________________________________
 KA1823* NAD 83(1997) POSITION- 39 20 50.34994(N) 087 18 06.57767(W)   ADJUSTED
 KA1823* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 KA1823  ______________________________________________________________________
 KA1823  GEOID HEIGHT    -        -32.657 (meters)                     GEOID18
 KA1823  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 KA1823  HORZ ORDER      -  THIRD
 KA1823
 KA1823.The horizontal coordinates were established by classical geodetic methods
 KA1823.and adjusted by the National Geodetic Survey in May 1999.
 KA1823
 KA1823.The orthometric height was scaled from a topographic map.
 KA1823
 KA1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1823.GEOID18 height accuracy estimate available here.
 KA1823
 KA1823.Click photographs - Photos may exist for this station.
 KA1823
 KA1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1823
 KA1823. The following values were computed from the NAD 83(1997) position.
 KA1823
 KA1823;                    North         East     Units Scale Factor Converg.
 KA1823;SPC IN W     -   455,076.760   881,166.169   MT  0.99997103   -0 08 18.7
 KA1823;SPC IN W     - 1,493,031.00  2,890,959.34   sFT  0.99997103   -0 08 18.7
 KA1823;UTM  16      - 4,355,363.577   473,992.492   MT  0.99960833   -0 11 28.9
 KA1823
 KA1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1823!SPC IN W     -   0.99997596  x   0.99997103  =   0.99994699
 KA1823!UTM  16      -   0.99997596  x   0.99960833  =   0.99958430
 KA1823
 KA1823:                Primary Azimuth Mark                     Grid Az
 KA1823:SPC IN W     -  BEARD AZ MK                              252 43 00.0
 KA1823:UTM  16      -  BEARD AZ MK                              252 46 10.2
 KA1823
 KA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7399255363(NAD 83)
 KA1823
 KA1823|---------------------------------------------------------------------|
 KA1823| PID    Reference Object                     Distance      Geod. Az  |
 KA1823|                                                           dddmmss.s |
 KA1823| CM2733 BEARD RM 1                           63.033 METERS 14418     |
 KA1823| KA1825 NO 502                               54.573 METERS 19536     |
 KA1823| CM2732 BEARD AZ MK                                        2523441.3 |
 KA1823|---------------------------------------------------------------------|
 KA1823
 KA1823                          SUPERSEDED SURVEY CONTROL
 KA1823
 KA1823  NAD 83(1986)-  39 20 50.35596(N)    087 18 06.57097(W) AD(       ) 3
 KA1823  NAD 27      -  39 20 50.21500(N)    087 18 06.50580(W) AD(       ) 3
 KA1823
 KA1823.Superseded values are not recommended for survey control.
 KA1823
 KA1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1823.See file dsdata.pdf to determine how the superseded data were derived.
 KA1823
 KA1823_MARKER: DS = TRIANGULATION STATION DISK
 KA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1823_STAMPING: BEARD 1947
 KA1823_MARK LOGO: CGS
 KA1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1823+STABILITY: SURFACE MOTION
 KA1823
 KA1823  HISTORY     - Date     Condition        Report By
 KA1823  HISTORY     - 1947     MONUMENTED       CGS
 KA1823  HISTORY     - 1982     POOR             LOCENG
 KA1823
 KA1823                          STATION DESCRIPTION
 KA1823
 KA1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1823'STATION IS ABOUT 10 MILES SOUTHEAST OF TERRE HAUTE ON PROPERTY OF
 KA1823'FANNIE BEARD AND STEVE BEARD, 180 FEET NORTH OF APPROXIMATE
 KA1823'CENTERLINE OF GRAVELED ROAD, 33 FEET EAST OF APPROXIMATE CENTERLINE
 KA1823'OF A LANE, AND 4 FEET EAST OF A WHITE WITNESS POST. THE MARK
 KA1823'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BEARD 1947.
 KA1823'
 KA1823'REFERENCE MARK NO. 1 IS 206.80 FEET SOUTH-SOUTHEAST OF STATION AND 15
 KA1823'FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE
 KA1823'MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED BEARD NO 1 1947.
 KA1823'
 KA1823'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 502 C.W.A.
 KA1823'USED AS A SECOND REFERENCE MARK, IS 179.04 FEET SOUTH-SOUTHWEST
 KA1823'OF STATION, 14 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD,
 KA1823'AND 13 FEET SOUTHWEST OF APPROXIMATE CENTER OF GATE. THE
 KA1823'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED 502.
 KA1823'
 KA1823'AZIMUTH MARK IS 0.45 MILE WEST -SOUTHWEST OF STATION, 51 FEET
 KA1823'NORTHEAST OF A FARM HOUSE, 32 FEET WEST OF APPROXIMATE CENTERLINE
 KA1823'OF STATE HIGHWAY 159, AND 2 FEET NORTH OF A WHITE WITNESS POST. THE
 KA1823'MARK PROJECTS 5 INCHES, AND THE DISK I IS STAMPED BEARD 1947.
 KA1823'
 KA1823'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 501 C.W.A.
 KA1823'IS 0.4 MILE WEST OF STATION VIA A GRAVELED ROAD, 43 FEET WEST OF
 KA1823'APPROXIMATE CENTERLINE OF STATE HIGHWAY 159. AND 18 FEET SOUTH OF
 KA1823'APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK PROJECTS 7
 KA1823'INCHES, AND THE DISK IS STAMPED 501.
 KA1823'
 KA1823'TO REACH FROM THE JUNCTON OF U.S. HIGHWAY 40 AND 41 IN TERRE HAUTE, GO
 KA1823'SOUTH ON HIGHWAY 41 FOR 8.5 MILES TO A CROSS ROAD AND GATE NO.
 KA1823'5 TO VIGO PLANT ON THE RIGHT. TURN LEFT AND GO 4.2 MILES TO STATE
 KA1823'HIGHWAY 159. CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO STATION ON
 KA1823'LEFT.
 KA1823'
 KA1823'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.4 MILE TO STATE HIGHWAY
 KA1823'159. TURN LEFT AND GO 0.1 MILE TO AZIMUTH MARK ON RIGHT.
 KA1823'
 KA1823'DESIGNATION OF NGS AND STATE SURVEY STATIONS IS IN.  GEODETIC
 KA1823'SURVEY.
 KA1823'
 KA1823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1823
 KA1823                          STATION RECOVERY (1982)
 KA1823
 KA1823'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1823'BEARD RECOVERED IN POOR CONDITION.
 KA1823'
 KA1823'STATION PROJECTS ABOUT 24 INCHES.  APPEARS TO BE SETTING ON COAL
 KA1823'MINE SPOIL BANK, HAVING BEEN REPLACED AFTER MINING.  APPROXIMATELY
 KA1823'TWELVE (12) FEET HIGHER THAN ORIGINAL GROUND.  AZIMUTH MARK - GOOD
 KA1823'CONDITION, EIGHT (8) INCHES WEST OF TELEPHONE METAL JUNCTION BOX,
 KA1823'FLUSH WITH GROUND.  R.M. NO. 1 FOUND - TOP OF CONC. KNOCKED OFF
 KA1823'BY MOWING MACHINE, EVIDENCE OF BRASS CAP STEM POSITION VISIBLE
 KA1823'IN CONCRETE.  R.M. NO. 2 (502 IND GS) FOUND APPROX TEN (10)
 KA1823'INCHES BELOW GROUND.  TOP KNOCKED OFF BY GRADER.  LOCATION OF
 KA1823'STATION FAIR, DISTANCES TO REFERENCES CLOSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1898 ***********************************************************************
 JA1898  DESIGNATION -  BEARD RESET
 JA1898  PID         -  JA1898
 JA1898  STATE/COUNTY-  IN/LAWRENCE
 JA1898  COUNTRY     -  US
 JA1898  USGS QUAD   -  OOLITIC (2019)
 JA1898
 JA1898                         *CURRENT SURVEY CONTROL
 JA1898  ______________________________________________________________________
 JA1898* NAD 83(1997) POSITION- 38 58 03.89965(N) 086 36 43.21442(W)   ADJUSTED
 JA1898* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 JA1898  ______________________________________________________________________
 JA1898  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 JA1898  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 JA1898  HORZ ORDER      -  FIRST
 JA1898
 JA1898.The horizontal coordinates were established by classical geodetic methods
 JA1898.and adjusted by the National Geodetic Survey in May 1999.
 JA1898
 JA1898.The orthometric height was scaled from a topographic map.
 JA1898
 JA1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1898.GEOID18 height accuracy estimate available here.
 JA1898
 JA1898.Click photographs - Photos may exist for this station.
 JA1898
 JA1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1898
 JA1898. The following values were computed from the NAD 83(1997) position.
 JA1898
 JA1898;                    North         East     Units Scale Factor Converg.
 JA1898;SPC IN W     -   413,021.820   940,846.829   MT  0.99998720   +0 17 47.1
 JA1898;SPC IN W     - 1,355,055.75  3,086,761.64   sFT  0.99998720   +0 17 47.1
 JA1898;UTM  16      - 4,313,269.338   533,612.554   MT  0.99961391   +0 14 38.4
 JA1898
 JA1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1898!SPC IN W     -   0.99996001  x   0.99998720  =   0.99994721
 JA1898!UTM  16      -   0.99996001  x   0.99961391  =   0.99957394
 JA1898
 JA1898:                Primary Azimuth Mark                     Grid Az
 JA1898:SPC IN W     -  BEARD AZ MK                              330 03 23.0
 JA1898:UTM  16      -  BEARD AZ MK                              330 06 31.7
 JA1898
 JA1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3361213269(NAD 83)
 JA1898
 JA1898|---------------------------------------------------------------------|
 JA1898| PID    Reference Object                     Distance      Geod. Az  |
 JA1898|                                                           dddmmss.s |
 JA1898| CG7112 BEARD RM 1                           17.440 METERS 19342     |
 JA1898| JA1934 CRANE NAVAL DEPOT WATER TANK 3      APPROX.22.6 KM 2362940.6 |
 JA1898| JA1930 CRANE NAVAL DEPOT WATER TANK 4      APPROX.25.0 KM 2382425.8 |
 JA1898| JA1935 CRANE NAVAL DEPOT WATER TANK 2      APPROX.20.5 KM 2393246.3 |
 JA1898| JA1931 CRANE NAVAL DEPOT WATER TANK 1      APPROX.22.7 KM 2421916.6 |
 JA1898| CG7113 BEARD RM 2                           18.592 METERS 28339     |
 JA1898| CG7111 BEARD AZ MK                                        3302110.1 |
 JA1898|---------------------------------------------------------------------|
 JA1898
 JA1898                          SUPERSEDED SURVEY CONTROL
 JA1898
 JA1898  NAD 83(1986)-  38 58 03.90460(N)    086 36 43.21409(W) AD(       ) 1
 JA1898  NAD 27      -  38 58 03.73000(N)    086 36 43.22100(W) AD(       ) 1
 JA1898  USSD        -  38 58 03.86200(N)    086 36 43.06500(W) AD(       ) 3
 JA1898
 JA1898.Superseded values are not recommended for survey control.
 JA1898
 JA1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1898.See file dsdata.pdf to determine how the superseded data were derived.
 JA1898
 JA1898_MARKER: DS = TRIANGULATION STATION DISK
 JA1898_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1898_STAMPING: BEARD 1887 1939
 JA1898_MARK LOGO: CGS
 JA1898_PROJECTION: PROJECTING 8 CENTIMETERS
 JA1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1898
 JA1898  HISTORY     - Date     Condition        Report By
 JA1898  HISTORY     - 1887     MONUMENTED       CGS
 JA1898  HISTORY     - 1935     GOOD             CGS
 JA1898  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JA1898  HISTORY     - 1939     SEE DESCRIPTION  CGS
 JA1898  HISTORY     - 1946     GOOD             CGS
 JA1898  HISTORY     - 20240930 GOOD             INDIV
 JA1898
 JA1898                          STATION DESCRIPTION
 JA1898
 JA1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (GAF)
 JA1898'ABOUT 7 MILES FROM HARRODSBURG AND 2.5 MILES FROM SPRINGVILLE, ON A
 JA1898'HILL NEAR THE CENTER OF A CULTIVATED FIELD OWNED BY J T BEARD.  THE
 JA1898'STATION IS IN PERRY TOWNSHIP IN THE SE 0.25 SEC 10, T 6 N, R 2 W.
 JA1898'
 JA1898'THE STATION IS MARKED BY A CROSS IN THE TOP OF THE STONE POST 6 INCHES
 JA1898'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U S C AND G S.
 JA1898'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6
 JA1898'INCHES LONG MARKED WITH THE RAISED LETTER U S C S.
 JA1898'
 JA1898'THE THREE REFERENCE MARKS ARE STONE POST 6 INCHES SQUARE AND 30 INCHES
 JA1898'LONG.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND MAGNETIC
 JA1898'BEARINGS FROM THE STATION-37.98 METERS N 17 DEGREE E, 51.17 METERS S
 JA1898'42 DEGREE 28 MIN E, AND 71.14 METERS S 66 DEGREE 28 MIN W.  THE SECOND
 JA1898'REFERENCE MARK IS IN LINE WITH A MULBERRY TREE ABOUT 125 METERS FROM
 JA1898'THE STATION.  A LARGE OAK IS NEAR THE SECTION LINE JUST E OF THE
 JA1898'MULBERRY TREE.
 JA1898
 JA1898                          STATION RECOVERY (1935)
 JA1898
 JA1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1898'ALL REFERENCE STONES DESTROYED.  OTHER DETAILS APPLY.
 JA1898'
 JA1898'THE PILOT STONE MARKING THE STATION STANDS ABOUT 14 INCHES ABOVE THE
 JA1898'GROUND.
 JA1898'
 JA1898'REACHED VIA STONE ROAD FORM SPRINGVILLE TAKING WHAT IS LOCALLY KNOWN
 JA1898'AS THE NORTH OR MIDDLE ROAD, GO 3.1 MILES FROM STATE HIGHWAY 54 TO A
 JA1898'T-INTERSECTION THEN E ON CLAY ROAD ABOUT O.8 MILE, THEN ACROSS FIELDS
 JA1898'ABOUT 0.6 MILE S TO A POINT ON TOP OF THE HIGH HILL AND NEAR THE NE
 JA1898'END OF THE RIDGE, IN A THINLY GROWTH OF SCRUB SAPLINGS, ON LAND
 JA1898'LOCALLY KNOWN AS THE KERNS ESTATE.
 JA1898'
 JA1898'RECOMMEND RE-MARKING.
 JA1898'
 JA1898'SEE MR DAVIS WHO LIVES ABOUT 0.75 MILE N OF THE T-INTERSECTION.
 JA1898
 JA1898                          STATION RECOVERY (1935)
 JA1898
 JA1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JA1898'STATION SURFACE MARK AND UNDERGROUND STATION MARK RECOVERED.
 JA1898'
 JA1898'THIS STATION IS LOCATED ABOUT 2.8 MILES BY ROAD N OF SPRINGVILLE.  0.7
 JA1898'MILE N BY E OF THE SPENCER ROAD (MIDDLE ROAD)  WHICH IS A ROCK ROAD N
 JA1898'FROM SPRINGVILLE.  STATION IS THE NE CORNER OF A WORN OUT IDLE FIELD-A
 JA1898'THICK GROUWTH OF OAK SAPLINGS TO E AND S AND SASSAFRAS SAPLINGS TO W.
 JA1898'
 JA1898'THE STATION SURFACE MARK, WHICH CONSISTS OF A 6- BY 6-INCH STONE POST
 JA1898'WITH ITS TOP LETTERED U S C AND G S AND CROSS LINES MARKING THE
 JA1898'CENTER, WAS FOUND PROJECTING 8 INCHES.  IT WAS RESET, BY THE
 JA1898'RECONNAISSANCE PARTY, PROJECTING 2 INCHES ABOVE THE SURFACE.
 JA1898'
 JA1898'THE UNDERGROUND MARK, WHICH CONSISTS OF AN EARTHENWARE PYRAMID, WAS
 JA1898'FOUND 2.4 FEET BELOW THE SURFACE.  THE CROSS LINES ON THE SURFACE MARK
 JA1898'WERE FOUND DIRECTLY OVER THE POINT OF THE PYRAMID.
 JA1898'
 JA1898'THE THREE REFERENCE MARKS ARE GONE.
 JA1898'
 JA1898'A TRIANGLE BLAZE ON A 10-INCH CHESTNUT OAK IS 15.1 METERS S 14 DEGREE
 JA1898'MAGNETIC.  A TRIANGLE BLAZE ON A 5-INCH CHESTNUT OAK IS 15.65 METERS N
 JA1898'73 DEGREE W MAGNETIC.
 JA1898'
 JA1898'TO REACH, GO TO SPRINGVILLE, WHICH MAY BE REACHED BY STATE HIGHWAY 54,
 JA1898'OR BY ROCK ROAD FROM HARRODSBURG.  FROM SPRINGVILLE, GO N ON THE
 JA1898'SPENCER ROAD (MIDDLE ROAD) FOR ABOUT 2.0 MILES TO AN OLD ROAD FORKING
 JA1898'RIGHT AT A SMALL UNPAINTED HOUSE ON RIGHT AND A TRIANGLE BLAZE ON A
 JA1898'14-INCH WALNUT TREEE ON THE LEFT.  THIS IS THE OLD ORIGINAL THROUGH
 JA1898'ROAD, BUT HAS BEEN PRACTICALLY ABANDONED.  HERE BEAR RIGHT ON THE OLD
 JA1898'ROAD AND FOLLOW ALONG THE RIDGE 0.7 MILE TO STATION.
 JA1898
 JA1898                          STATION RECOVERY (1939)
 JA1898
 JA1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JA1898'THIS STATION IS LOCATED ABOUT 7 MILES SW OF HARRODSBURG, 2.5 MILES N
 JA1898'OF SPRINGVILLE, IN THE NE CORNER OF AN IDLE FIELD, ON TOP OF A
 JA1898'PROMIENT HILL, ON THE W SIDE OF WHICH IS A DENSE GROWTH OF SASSAFRAS.
 JA1898'
 JA1898'THE STATION AND UNDERGROUND MARKS WERE RECOVERED IN GOOD CONDITION.  A
 JA1898'STANDARD DISK WAS SET IN THE TOP OF THE 6- BY 6- INCH GRANITE POST,
 JA1898'DIRECTLY OVER THE UNDERGROUND MARK.  THE MARK PROJECTS 6 INCHES AND IS
 JA1898'STAMPED BEARD 1887, 1939.  THE UNDERGROUND MARK IS AN EARTHENWARE
 JA1898'PYRAMID SET 2.4 FEET BELOW THE SURFACE.
 JA1898'
 JA1898'TWO NEW REFERENCE MARKS WERE SET BY THIS PARTY.  REFERENCE MARK NO 1,
 JA1898'A STANDARD BRONZE DISK SET IN CONCRETE,IS 17.43 METERS S 10 DEGREE W
 JA1898'OF THE STATION.  THE MARK PROJECTS 6 INCHES.
 JA1898'
 JA1898'REFERENCE MARK NO 2, A STANDARD BRONZE DISK SET IN CONCRETE IS 18.62
 JA1898'METERS N 80 DEGREE W OF THE STATION.  THE MARK PROJECTS 6 INCHES.  THE
 JA1898'OLD REFERENCE MARKS WERE NOT RECOVERED.
 JA1898'
 JA1898'THERE WAS NO SUITABLE PLACE TO SET AND AZIMUTH MARK.  THE OBSERVING
 JA1898'PARTY DID NOT OCCUPY THIS STATION.
 JA1898'
 JA1898'TO REACH THE STATION FROM THE SCHOOLHOUSE IN SPRINGVILLE, GO NE 0.1
 JA1898'MILE AND TURN LEFT, GO 2.1 MILES ON THE GRAVEL ROAD TO A T-ROAD RIGHT.
 JA1898'TURN RIGHT AND GO 0.5 MILE, TURN RIGHT AND GO ACROSS THE FIELD FOR
 JA1898'0.45 MILE TO THE TOP OF THE HILL AND THE STATION.  WAS UNABLE TO CHECK
 JA1898'THE OWNER OF THE PROPERTY.
 JA1898
 JA1898                          STATION RECOVERY (1946)
 JA1898
 JA1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1898'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION AND IS
 JA1898'CORRECT EXCEPT THAT THE PRESENT STATION SURFACE MARK HAS A DISK ADDED,
 JA1898'THE ORIGINAL REFERENCE MARKS ARE LOST.  MARKS WERE RECOVERED IN GOOD
 JA1898'CONDITION AS DESCRIBED BY APR IN 1939.
 JA1898'
 JA1898'THE STATION MARK IS A 6-INCH SQUARE STONE POST WITH STANDARD STATION
 JA1898'DISK SET IN THE TOP CENTER AND IS STAMPED BEARD 1887 AND 1939.
 JA1898'
 JA1898'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH 6-INCH SIDES AND
 JA1898'BEARING THE RAISED LETTER USGS.
 JA1898'
 JA1898'THE STATION IS ABOUT 7 MILES SOUTHWEST OF HARRODSBURG, ABOUT 2.5 MILES
 JA1898'NORTH OF SPRINGSVILLE, IN THE NORTHEAST CORNER OF A FIELD WHICH IS AT
 JA1898'THE TOP OF A PROMINENT HILL.  STATION IS LOCATED ON THE HIGHEST POINT
 JA1898'OF THE HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEARD
 JA1898'1887 AND 1939.
 JA1898'
 JA1898'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION ON THE SOUTHWEST SLOPE
 JA1898'OF THE HILL.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BEARD
 JA1898'NO 1 1939.
 JA1898'
 JA1898'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION ON THE NORTHWEST SLOPE
 JA1898'OF THE HILL.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BEARD
 JA1898'NO 2 1939.
 JA1898'
 JA1898'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 19.5 MILE SOUTH
 JA1898'OF AN OLD ROAD AND 1.5 FEET SOUTH OF A WHITE WITNESS POST.  THIS MARK
 JA1898'WAS SET IN 1946.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1898'BEARD 1946.
 JA1898'
 JA1898'TO REACH FROM THE SCHOOLHOUSE IN SPRINGVILLE, GO NORTHEAST 0.1 MILE
 JA1898'AND TURN LEFT, GO 2.1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.65
 JA1898'MILE, TURN RIGHT AND GO ACROSS THE FIELD FOR 0.45 MILE TO STATION AT
 JA1898'TOP OF HILL.
 JA1898'
 JA1898'FROM THIS T-ROAD RIGHT AND GO 0.55 MILE TO AZIMUTH MARK ON RIGHT.
 JA1898
 JA1898                          STATION RECOVERY (2024)
 JA1898
 JA1898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KAW)
 JA1898'THE OWNER WAS CONTACTED AND ESCORTED US TO THE MARKS.  THE UNDERGROUND
 JA1898'MARK WAS NOT DUG UP.  THE SURFACE MARK WAS RECOVERED IN GOOD
 JA1898'CONDITION.  REFERENCE MARK 1 WAS FOUND SLIGHTLY LOOSENED FROM THE
 JA1898'GROUND.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  WE
 JA1898'SEARCHED FOR AZIMUTH MARK BUT DID NOT FIND IT.  THE SURVEY MARKER IS
 JA1898'ON TOP OF THE HIGHEST HILL IN LAWRENCE COUNTY INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2370 ***********************************************************************
 ME2370  DESIGNATION -  BEARDS
 ME2370  PID         -  ME2370
 ME2370  STATE/COUNTY-  IN/PULASKI
 ME2370  COUNTRY     -  US
 ME2370  USGS QUAD   -  WINAMAC (2019)
 ME2370
 ME2370                         *CURRENT SURVEY CONTROL
 ME2370  ______________________________________________________________________
 ME2370* NAD 83(1997) POSITION- 41 06 48.96368(N) 086 35 32.98994(W)   ADJUSTED
 ME2370* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 ME2370  ______________________________________________________________________
 ME2370  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 ME2370  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 ME2370  HORZ ORDER      -  SECOND
 ME2370
 ME2370.The horizontal coordinates were established by classical geodetic methods
 ME2370.and adjusted by the National Geodetic Survey in May 1999.
 ME2370
 ME2370.The orthometric height was scaled from a topographic map.
 ME2370
 ME2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2370.GEOID18 height accuracy estimate available here.
 ME2370
 ME2370.Click photographs - Photos may exist for this station.
 ME2370
 ME2370.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2370
 ME2370. The following values were computed from the NAD 83(1997) position.
 ME2370
 ME2370;                    North         East     Units Scale Factor Converg.
 ME2370;SPC IN W     -   651,289.849   941,224.298   MT  0.99998757   +0 19 21.9
 ME2370;SPC IN W     - 2,136,773.45  3,088,000.05   sFT  0.99998757   +0 19 21.9
 ME2370;UTM  16      - 4,551,447.980   534,212.738   MT  0.99961441   +0 16 04.6
 ME2370
 ME2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2370!SPC IN W     -   0.99996923  x   0.99998757  =   0.99995680
 ME2370!UTM  16      -   0.99996923  x   0.99961441  =   0.99958365
 ME2370
 ME2370:                Primary Azimuth Mark                     Grid Az
 ME2370:SPC IN W     -  BEARDS AZ MK                             232 53 52.4
 ME2370:UTM  16      -  BEARDS AZ MK                             232 57 09.7
 ME2370
 ME2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3421251447(NAD 83)
 ME2370
 ME2370|---------------------------------------------------------------------|
 ME2370| PID    Reference Object                     Distance      Geod. Az  |
 ME2370|                                                           dddmmss.s |
 ME2370| CM2735 BEARDS RM 1                          20.425 METERS 14405     |
 ME2370| ME2372 TIPPECANOE RIVER ST PARK LOT         34.058 METERS 16357     |
 ME2370| CM2734 BEARDS AZ MK                                       2331314.3 |
 ME2370| CM2737 BEARDS RM 3                           7.331 METERS 24612     |
 ME2370| CM2736 BEARDS RM 2                          27.494 METERS 30346     |
 ME2370|---------------------------------------------------------------------|
 ME2370
 ME2370                          SUPERSEDED SURVEY CONTROL
 ME2370
 ME2370  NAD 83(1986)-  41 06 48.96990(N)    086 35 32.99908(W) AD(       ) 2
 ME2370  NAD 27      -  41 06 48.82620(N)    086 35 32.96740(W) AD(       ) 2
 ME2370
 ME2370.Superseded values are not recommended for survey control.
 ME2370
 ME2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2370.See file dsdata.pdf to determine how the superseded data were derived.
 ME2370
 ME2370_MARKER: DS = TRIANGULATION STATION DISK
 ME2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2370_STAMPING: BEARDS 1948
 ME2370_MARK LOGO: CGS
 ME2370_PROJECTION: FLUSH
 ME2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2370+STABILITY: SURFACE MOTION
 ME2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2370+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2024
 ME2370
 ME2370  HISTORY     - Date     Condition        Report By
 ME2370  HISTORY     - 1948     MONUMENTED       CGS
 ME2370  HISTORY     - 1952     GOOD             CGS
 ME2370  HISTORY     - 1969     GOOD             CGS
 ME2370  HISTORY     - 20080708 GOOD             GEOCAC
 ME2370  HISTORY     - 20240901 GOOD             INDIV
 ME2370
 ME2370                          STATION DESCRIPTION
 ME2370
 ME2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2370'STATION IS LOCATED 5 MILES NORTH OF WINAMAC AND 2 MILES SOUTH OF
 ME2370'BEARDSTOWN ON THE PROPERTY OF THE TIPPECANOE RIVER STATE PARK.  IT IS
 ME2370'100 FEET NORTH OF THE NORTHWEST LEG OF THE TIPPECANOE RIVER STATE PARK
 ME2370'LOOKOUT TOWER, 45 FEET EAST OF A 20 INCH OAK TREE, 38 FEET WEST OF A
 ME2370'20 INCH OAK TREE, 23 FEET NORTHWEST OF A 15 INCH OAK TREE AND 3 FEET
 ME2370'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2370'STAMPED BEARDS 1948.
 ME2370'
 ME2370'REFERENCE MARK NO. 1 IS 67.01 FEET SOUTHEAST OF THE STATION.  IT IS 47
 ME2370'FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 44 FEET
 ME2370'NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK IS
 ME2370'FLUSH AND THE DISK IS STAMPED BEARDS NO 1 1948.
 ME2370'
 ME2370'REFERENCE MARK NO. 2 IS 90.21 FEET NORTHWEST OF THE STATION.  IT IS 15
 ME2370'FEET NORTHEAST OF A 12 INCH OAK TREE AND 5 FEET SOUTH OF AN 8 INCH OAK
 ME2370'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEARDS NO 2 1948.
 ME2370'
 ME2370'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION.  IT IS 2 FEET
 ME2370'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 ME2370'DISK IS STAMPED BEARDS 1948.
 ME2370'
 ME2370'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC GO
 ME2370'NORTH ON U.S.  HIGHWAY 35 FOR 4.7 MILES TO THE ENTRANCE TO THE
 ME2370'TIPPECANOE RIVER STATE PARK, TURN RIGHT THROUGH THE PARK ENTRANCE AND
 ME2370'GO EAST FOR 0.5 MILE TO A GRAVEL ROAD SOUTH, TURN RIGHT AND GO SOUTH
 ME2370'FOR 50 FEET TO TRAIL TO LOOKOUT TOWER, FOLLOW THE TRAIL FOR 0.5 MILE
 ME2370'TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 ME2370'
 ME2370'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON THE TRAIL
 ME2370'FOR 0.05 MILE TO AN OPEN FIELD ON THE LEFT, TURN LEFT AND GO 0.2 MILE
 ME2370'ACROSS THE FIELD TO THE AZIMUTH MARK AS DESCRIBED.
 ME2370'
 ME2370'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2370
 ME2370                          STATION RECOVERY (1952)
 ME2370
 ME2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2370'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2370'CONDITION.  DISTANCES TO ALL MARKS CHECKED.  DIRECTIONS TO THE
 ME2370'REFERENCE MARKS CHECKED.  DIRECTION TO THE AZIMUTH MARK FAILED TO
 ME2370'CHECK.  OLD DESCRIPTION IS ADEQUATE.
 ME2370'
 ME2370'DISTANCE AND DIRECTIONS TO REFERENCE MARKS, AZIMUTH MARK AND OBJECT
 ME2370'VISIBLE FROM THE GROUND.
 ME2370'
 ME2370'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2370
 ME2370                          STATION RECOVERY (1969)
 ME2370
 ME2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2370'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 ME2370'REFERENCE MARK 2 WAS FOUND PROJECTING ABOUT 2 FEET AND IN THE MIDDLE
 ME2370'OF A TRAIL.  THE MARK WAS DESTROYED AND REFERENCE MARK 3 WAS SET.  THE
 ME2370'DISTANCE TO THE REFERENCE MARKS CHECKED AS WELL AS THE DIRECTION
 ME2370'BETWEEN THEM.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT THE CLEARING
 ME2370'MENTIONED IN THE DESCRIPTION IS NOW COVERED WITH BRUSH AND THE LINE OF
 ME2370'SIGHT AT THE STATION IS OBSTRUCTED BY TREES.  IT MAY BE POSSIBLE TO
 ME2370'FIND THE MARK WHEN THE LEAVES ARE GONE FROM THE TREES AND A LINE OF
 ME2370'SIGHT FROM THE STATION CAN BE MADE.  A NEW DESCRIPTION FOLLOWS.
 ME2370'
 ME2370'ABOUT 5 MILES NORTH OF WINAMAC, ON THE HIGHEST POINT OF THE TIPPECANOE
 ME2370'RIVER STATE PARK, 1 FOOT WEST OF A METAL WITNESS POST, 11 FEET
 ME2370'NORTHEAST OF THE CENTERLINE OF A TRAIL, 100 FEET NORTHWEST OF THE
 ME2370'NORTHWEST LEG OF A LOOKOUT TOWER, 29 FEET SOUTH OF A 14 INCH OAK TREE
 ME2370'AND 56 FEET EAST OF AN 18 INCH OAK TREE.  THE MONUMENT PROJECTS 4
 ME2370'INCHES AND THE DISK IS STAMPED BEARDS 1948.
 ME2370'
 ME2370'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC, GO
 ME2370'NORTH ON U.S.  HIGHWAY 35 FOR 4.7 MILES TO THE ENTRANCE TO THE
 ME2370'TIPPECANOE RIVER STATE PARK.  TURN RIGHT AND GO EAST ON PAVED PARK
 ME2370'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND SIGN TOWER.  TURN RIGHT ON
 ME2370'THE ROAD AND GO SOUTHERLY, FOLLOWING TRAIL FOR 0.25 MILE TO THE TOWER
 ME2370'AND THE STATION.
 ME2370'
 ME2370'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE CENTERLINE OF THE TRAIL,
 ME2370'44 FEET NORTH OF THE NORTHEAST LEG OF THE TOWER AND 32 FEET EAST OF A
 ME2370'12 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 ME2370'STAMPED BEARDS NO 1 1948.
 ME2370'
 ME2370'REFERENCE MARK 3 IS 21 FEET EAST OF THE 18 INCH OAK TREE, 12 FEET
 ME2370'SOUTHWEST OF THE CENTERLINE OF THE TRAIL AND 25 FEET WEST OF THE METAL
 ME2370'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2370'BEARDS 1948 NO 3 1969.
 ME2370'
 ME2370'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2370'
 ME2370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTH OF
 ME2370'BEARDSTOWN
 ME2370
 ME2370                          STATION RECOVERY (2008)
 ME2370
 ME2370'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME2370'FOUND STATION AND REFERENCE MARKS 1 AND 2.
 ME2370
 ME2370                          STATION RECOVERY (2024)
 ME2370
 ME2370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (CJ)
 ME2370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2535 ***********************************************************************
 ME2535  DESIGNATION -  BEATRICE
 ME2535  PID         -  ME2535
 ME2535  STATE/COUNTY-  IN/PORTER
 ME2535  COUNTRY     -  US
 ME2535  USGS QUAD   -  PALMER (2019)
 ME2535
 ME2535                         *CURRENT SURVEY CONTROL
 ME2535  ______________________________________________________________________
 ME2535* NAD 83(1997) POSITION- 41 26 30.77122(N) 087 11 35.32227(W)   ADJUSTED
 ME2535* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 ME2535  ______________________________________________________________________
 ME2535  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME2535  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 ME2535  HORZ ORDER      -  THIRD
 ME2535
 ME2535.The horizontal coordinates were established by classical geodetic methods
 ME2535.and adjusted by the National Geodetic Survey in May 1999.
 ME2535
 ME2535.The orthometric height was scaled from a topographic map.
 ME2535
 ME2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2535.GEOID18 height accuracy estimate available here.
 ME2535
 ME2535.Click photographs - Photos may exist for this station.
 ME2535
 ME2535.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2535
 ME2535. The following values were computed from the NAD 83(1997) position.
 ME2535
 ME2535;                    North         East     Units Scale Factor Converg.
 ME2535;SPC IN W     -   687,636.869   890,823.253   MT  0.99996770   -0 04 21.6
 ME2535;SPC IN W     - 2,256,021.96  2,922,642.62   sFT  0.99996770   -0 04 21.6
 ME2535;UTM  16      - 4,587,829.920   483,865.169   MT  0.99960320   -0 07 40.2
 ME2535
 ME2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2535!SPC IN W     -   0.99996625  x   0.99996770  =   0.99993395
 ME2535!UTM  16      -   0.99996625  x   0.99960320  =   0.99956946
 ME2535
 ME2535:                Primary Azimuth Mark                     Grid Az
 ME2535:SPC IN W     -  HURLBURT                                 184 01 00.3
 ME2535:UTM  16      -  HURLBURT                                 184 04 18.9
 ME2535
 ME2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8386587829(NAD 83)
 ME2535
 ME2535|---------------------------------------------------------------------|
 ME2535| PID    Reference Object                     Distance      Geod. Az  |
 ME2535|                                                           dddmmss.s |
 ME2535| ME2533 HURLBURT                            APPROX. 8.6 KM 1835638.7 |
 ME2535| CM2739 BEATRICE RM 1                        13.247 METERS 18635     |
 ME2535| CM2738 BEATRICE AZ MK                                     2665124.6 |
 ME2535| CM2740 BEATRICE RM 2                         9.931 METERS 26844     |
 ME2535| CM2741 BEATRICE RM 3                        15.345 METERS 26853     |
 ME2535| ME2492 GARY NORTH MUNICIPAL TANK           APPROX.20.0 KM 3220635.7 |
 ME2535|---------------------------------------------------------------------|
 ME2535
 ME2535                          SUPERSEDED SURVEY CONTROL
 ME2535
 ME2535  NAD 83(1986)-  41 26 30.77652(N)    087 11 35.32903(W) AD(       ) 3
 ME2535  NAD 27      -  41 26 30.63600(N)    087 11 35.21180(W) AD(       ) 3
 ME2535
 ME2535.Superseded values are not recommended for survey control.
 ME2535
 ME2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2535.See file dsdata.pdf to determine how the superseded data were derived.
 ME2535
 ME2535_MARKER: DS = TRIANGULATION STATION DISK
 ME2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2535_STAMPING: BEATRICE 1952
 ME2535_MARK LOGO: CGS
 ME2535_PROJECTION: RECESSED 10 CENTIMETERS
 ME2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2535+STABILITY: SURFACE MOTION
 ME2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2535+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 ME2535
 ME2535  HISTORY     - Date     Condition        Report By
 ME2535  HISTORY     - 1952     MONUMENTED       CGS
 ME2535  HISTORY     - 1968     GOOD             CGS
 ME2535  HISTORY     - 1972     GOOD             NGS
 ME2535  HISTORY     - 1974     GOOD             NGS
 ME2535  HISTORY     - 20220801 GOOD             IN-127
 ME2535
 ME2535                          STATION DESCRIPTION
 ME2535
 ME2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2535'STATION IS LOCATED 10 MILES NORTHEAST OF CROWN POINT, 7 MILES
 ME2535'SOUTHWEST OF VALPARAISO AND 1 MILE NORTH OF BEATRICE ON PROPERTY OWNED
 ME2535'BY MR. HERMAN WINNIGER.  IT IS 26 FEET EAST OF A TELEPHONE POLE, 22
 ME2535'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET WEST OF A WHITE
 ME2535'WITNESS POST AND 3 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 2
 ME2535'INCHES AND THE DISK IS STAMPED BEATRICE 1952.
 ME2535'
 ME2535'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 ME2535'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE
 ME2535'DISK IS STAMPED BEATRICE NO 1 1952.
 ME2535'
 ME2535'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF THE GRAVEL
 ME2535'ROAD, 6 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE
 ME2535'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEATRICE NO
 ME2535'2 1952.
 ME2535'
 ME2535'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 ME2535'SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS
 ME2535'POST AND 2 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 ME2535'THE DISK IS STAMPED BEATRICE 1952.
 ME2535'
 ME2535'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 ME2535'STATE HIGHWAY 53, 5 MILES NORTH OF CROWN POINT, GO EAST ON HIGWAY 30
 ME2535'FOR 7.9 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.9
 ME2535'MILES TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.6 MILE TO
 ME2535'THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE AHEAD FOR 0.15 MILE
 ME2535'TO A GRAVEL T-ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 ME2535'
 ME2535'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ME2535
 ME2535                          STATION RECOVERY (1968)
 ME2535
 ME2535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2535'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 ME2535'DESCRIPTION IS GOOD WITH THE FOLLOWING INFORMATION.
 ME2535'
 ME2535'THE FENCE AT THE STATION MARK IS GONE AND THE MARK IS NOW 1 FOOT WEST
 ME2535'OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 ME2535'
 ME2535'REFERENCE MARK 2 NOW PROJECTS 3 INCHES INSTEAD OF 6.
 ME2535'
 ME2535'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 ME2535'
 ME2535'THE GRAVELED CROSSROAD MENTIONED IN THE TO REACH IS COUNTY ROAD 600N
 ME2535'AND PAVED.
 ME2535'
 ME2535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE NORTH OF
 ME2535'BEATRICE.
 ME2535
 ME2535                          STATION RECOVERY (1972)
 ME2535
 ME2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2535'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 ME2535'MARK 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 ME2535'SHORTER BY 0.05 OF A FOOT.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 ME2535'BUT THE DIRECTION TO REFERENCE MARK 2 FAILED TO CHECK BY 8 MINUTES.
 ME2535'THESE ERRORS ARE THOUGHT TO BE IN THE ORIGINAL WORK SINCE ALL MARKS
 ME2535'ARE SOLID AND APPEAR UNDISTURBED.  A NEW DESCRIPTION FOLLOWS-
 ME2535'
 ME2535'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CROWN POINT, ON
 ME2535'WHAT IS ASSUMED TO BE ROAD RIGHT-OF-WAY, 21 FEET NORTH OF THE
 ME2535'CENTERLINE OF ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 45 FEET
 ME2535'NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE.  THE MONUMENT
 ME2535'PROJECTS 2 INCHES AND THE DISK IS STAMPED BEATRICE 1952.
 ME2535'
 ME2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND
 ME2535'INTERSTATE HIGHWAY 65 (ABOUT 1 MILE SOUTH OF MERRILVILLE)  GO EAST ON
 ME2535'HIGHWAY 30 FOR 7.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 ME2535'SOUTH ON CO. RD. 600 W, FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN
 ME2535'RIGHT AND GO WEST ON THE ROAD FOR 0.6 MILE TO THE CREST OF SMALL GRADE
 ME2535'AND THE STATION ON THE RIGHT.  CONTINUE WEST ON THE ROAD FOR 0.15 MILE
 ME2535'TO THE AZIMUTH MARK ON THE LEFT.
 ME2535'
 ME2535'REFERENCE MARK 1 IS 27 FEET WEST OF THE POWER POLE, 1 FOOT NORTH OF A
 ME2535'FENCE AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ME2535'PROJECTS 8 INCHES AND THE DISK IS STAMPED BEATRICE NO 1 1952.
 ME2535'
 ME2535'REFERENCE MARK 2 IS 66 FEET NORTHWEST OF THE POWER POLE, 34 FEET WEST
 ME2535'OF A METAL WITNESS POST AND 21 FEET NORTH OF THE CENTERLINE OF THE
 ME2535'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BEATRICE
 ME2535'NO 2 1952.
 ME2535'
 ME2535'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 ME2535'FOOT WEST OF A METAL WITNESS POST, 33 FEET WEST OF THE CENTERLINE OF A
 ME2535'ROAD, 10 FEET WEST OF A FENCE CORNER AND 2 FEET SOUTH OF A FENCE.  THE
 ME2535'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BEATRICE 1952.
 ME2535'
 ME2535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 ME2535'SOUTHWEST OF VALPARAISO.
 ME2535'
 ME2535'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2535
 ME2535                          STATION RECOVERY (1974)
 ME2535
 ME2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME2535'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2535'GOOD CONDITION. REFERENCE MARK 2 FOUND DISTURBED BY GRADING.  THE
 ME2535'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE STATION MARK
 ME2535'WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARK 2 WAS
 ME2535'DESTROYED AND REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS-
 ME2535'
 ME2535'THE STATION MARK IS 57 FEET EAST OF A POWER POLE, 21 FEET NORTH OF THE
 ME2535'CENTERLINE OF ROAD, 61 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO
 ME2535'THE HOME OF MR. JAMES COOLEY.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME2535'STAMPED BEATRICE 1952 1974.
 ME2535'
 ME2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME2535'INTERSTATE HIGHWAY 65 (ABOUT 1 MILE SOUTH OF MERRILVILLE)  GO EAST ON
 ME2535'HIGHWAY 30 FOR 7.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 ME2535'CO. RD. 600 W FOR 1.9 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO WEST
 ME2535'ON THE ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST
 ME2535'ON THE ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON
 ME2535'THE LEFT.
 ME2535'
 ME2535'REFERENCE MARK 1 IS 27 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A
 ME2535'FENCE AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ME2535'PROJECTS 8 INCHES AND THE DISK IS STAMPED BEATRICE NO 1 1952.
 ME2535'
 ME2535'REFERENCE MARK 3 IS 111 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 7
 ME2535'FEET EAST OF A POWER POLE AND 21 FEET NORTH OF THE CENTERLINE OF THE
 ME2535'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEATRICE 1952 NO
 ME2535'3 1974.
 ME2535'
 ME2535'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 33 FEET WEST
 ME2535'OF THE CENTERLINE OF ROAD, 10 FEET WEST OF A FENCE CORNER, 20 FEET
 ME2535'SOUTH OF THE CENTERLINE OF ROAD AND 2 FEET SOUTH OF A FENCE.  THE
 ME2535'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BEATRICE 1952.
 ME2535'
 ME2535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 ME2535'SOUTHWEST OF VALPARAISO.
 ME2535'
 ME2535'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2535
 ME2535                          STATION RECOVERY (2022)
 ME2535
 ME2535'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2535'FROM THE INTERSECTION OF U. S. HIGHWAY 30 AND COUNTY ROAD 600 WEST, GO
 ME2535'SOUTH ON COUNTY ROAD 600 WEST FOR 1.9 MILES TO COUNTY ROAD 50 NORTH,
 ME2535'TURN RIGHT AND GO WEST ON COUNTY ROAD 50 NORTH FOR 0.6 MILE AND
 ME2535'STATION IS ON RIGHT, 21 FEET NORTH OF CENTER OF ROAD, 61 FEET WEST OF
 ME2535'DRIVEWAY TO RESIDENCE NO. 661 W 50 NORTH, 57 FEET EAST OF UTILITY POLE
 ME2535'NO. 850-976. STATION IS A BRONZE DISK IN CONCRETE 0.4 BELOW GRADE. RM
 ME2535'1 AND RM 3 WERE FOUND IN GOOD CONDITION AS PER DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2189 ***********************************************************************
 LB2189  DESIGNATION -  BEAVER
 LB2189  PID         -  LB2189
 LB2189  STATE/COUNTY-  IN/NEWTON
 LB2189  COUNTRY     -  US
 LB2189  USGS QUAD   -  MOUNT AYR (2019)
 LB2189
 LB2189                         *CURRENT SURVEY CONTROL
 LB2189  ______________________________________________________________________
 LB2189* NAD 83(1997) POSITION- 40 55 34.82306(N) 087 22 17.68263(W)   ADJUSTED
 LB2189* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 LB2189  ______________________________________________________________________
 LB2189  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 LB2189  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 LB2189  HORZ ORDER      -  FIRST
 LB2189
 LB2189.The horizontal coordinates were established by classical geodetic methods
 LB2189.and adjusted by the National Geodetic Survey in May 1999.
 LB2189
 LB2189.The orthometric height was scaled from a topographic map.
 LB2189
 LB2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2189.GEOID18 height accuracy estimate available here.
 LB2189
 LB2189.Click photographs - Photos may exist for this station.
 LB2189
 LB2189.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2189
 LB2189. The following values were computed from the NAD 83(1997) position.
 LB2189
 LB2189;                    North         East     Units Scale Factor Converg.
 LB2189;SPC IN W     -   630,418.267   875,722.254   MT  0.99997392   -0 11 19.8
 LB2189;SPC IN W     - 2,068,297.26  2,873,098.76   sFT  0.99997392   -0 11 19.8
 LB2189;UTM  16      - 4,530,646.583   468,714.882   MT  0.99961205   -0 14 36.3
 LB2189
 LB2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2189!SPC IN W     -   0.99997026  x   0.99997392  =   0.99994418
 LB2189!UTM  16      -   0.99997026  x   0.99961205  =   0.99958232
 LB2189
 LB2189:                Primary Azimuth Mark                     Grid Az
 LB2189:SPC IN W     -  BEAVER AZ MK                             269 03 12.9
 LB2189:UTM  16      -  BEAVER AZ MK                             269 06 29.4
 LB2189
 LB2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6871430646(NAD 83)
 LB2189
 LB2189|---------------------------------------------------------------------|
 LB2189| PID    Reference Object                     Distance      Geod. Az  |
 LB2189|                                                           dddmmss.s |
 LB2189| CM2743 BEAVER RM 1                          25.847 METERS 11626     |
 LB2189| CM2742 BEAVER AZ MK                                       2685153.1 |
 LB2189| LB2201 MOROCCO MUNICIPAL TANK              APPROX. 7.3 KM 2880806.7 |
 LB2189| ME2557 ENOS GRAIN CO ELEVATOR              APPROX.11.6 KM 3273850.3 |
 LB2189| CM2744 BEAVER RM 2                          26.736 METERS 33229     |
 LB2189|---------------------------------------------------------------------|
 LB2189
 LB2189                          SUPERSEDED SURVEY CONTROL
 LB2189
 LB2189  NAD 83(1986)-  40 55 34.82828(N)    087 22 17.69153(W) AD(       ) 1
 LB2189  NAD 27      -  40 55 34.69960(N)    087 22 17.59310(W) AD(       ) 1
 LB2189
 LB2189.Superseded values are not recommended for survey control.
 LB2189
 LB2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2189.See file dsdata.pdf to determine how the superseded data were derived.
 LB2189
 LB2189_MARKER: DS = TRIANGULATION STATION DISK
 LB2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2189_STAMPING: BEAVER 1947
 LB2189_MARK LOGO: CGS
 LB2189_PROJECTION: RECESSED 36 CENTIMETERS
 LB2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2189+STABILITY: SURFACE MOTION
 LB2189
 LB2189  HISTORY     - Date     Condition        Report By
 LB2189  HISTORY     - 1947     MONUMENTED       CGS
 LB2189  HISTORY     - 1952     GOOD             CGS
 LB2189
 LB2189                          STATION DESCRIPTION
 LB2189
 LB2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2189'STATION IS LOCATED ABOUT 12 MILES EAST OF RENSSELAER AND 4 MILES
 LB2189'SOUTHEAST OF MOROCCO ON LAND OWNED BY RUBY HUNTER.  IT IS 88 FEET
 LB2189'NORTHEAST OF THE INTERSECTION OF TWO GRAVEL ROADS, 64 FEET NORTH OF
 LB2189'THE CENTER OF THE EAST-WEST ROAD, 62 FEET EAST OF THE CENTER OF
 LB2189'THE NORTH-SOUTH ROAD AND 43 FEET NORTHEAST OF A 30 INCH TWIN ELM
 LB2189'TREE.  THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND
 LB2189'AND THE DISK IS STAMPED BEAVER 1947.
 LB2189'
 LB2189'REFERENCE MARK NO. 1 IS 84.80 FEET SOUTHEAST OF THE STATION IN THE
 LB2189'FENCELINE.  IT IS 26 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD.
 LB2189'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BEAVER NO
 LB2189'1 1947.
 LB2189'
 LB2189'REFERENCE MARK NO. 2 IS 87.72 FEET NORTHWEST OF THE STATION IN THE
 LB2189'FENCELINE.  IT IS 21 FEET EAST OF THE CENTER OF THE ROAD AND 5 FEET
 LB2189'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 LB2189'AND THE DISK IS STAMPED BEAVER NO 2 1947.
 LB2189'
 LB2189'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 LB2189'THE ROAD.  IT IS 30 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET
 LB2189'EAST OF A WHITE WITNESS POST AND ONE FOOT NORTH OF THE FENCE.  THE
 LB2189'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEAVER 1947.
 LB2189'
 LB2189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 114
 LB2189'AND THE COURTHOUSE IN RENSSELAER GO NORTH AND WEST ON HIGHWAY 114
 LB2189'FOR 11.9 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ONE MILE TO A
 LB2189'CROSSROAD AND STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 LB2189'
 LB2189'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL ROAD FOR
 LB2189'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2189'
 LB2189'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2189
 LB2189                          STATION RECOVERY (1952)
 LB2189
 LB2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2189'STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 LB2189'ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND CHANGES.  IT IS 12 MILES
 LB2189'WEST OF RENSSELAER ON PROPERTY OF HUNTER BROS. ALL MARKS ARE IN
 LB2189'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS WERE
 LB2189'CHECKED AND FOUND TO BE CORRECT.
 LB2189'
 LB2189'HEIGHT OF LIGHT ABOVE STATION MARK--34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2468 ***********************************************************************
 ME2468  DESIGNATION -  BEBLES
 ME2468  PID         -  ME2468
 ME2468  STATE/COUNTY-  IN/LA PORTE
 ME2468  COUNTRY     -  US
 ME2468  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2468
 ME2468                         *CURRENT SURVEY CONTROL
 ME2468  ______________________________________________________________________
 ME2468* NAD 83(1997) POSITION- 41 45 35.53461(N) 086 47 58.83682(W)   ADJUSTED
 ME2468* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 ME2468  ______________________________________________________________________
 ME2468  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 ME2468  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 ME2468  HORZ ORDER      -  THIRD
 ME2468
 ME2468.The horizontal coordinates were established by classical geodetic methods
 ME2468.and adjusted by the National Geodetic Survey in May 1999.
 ME2468
 ME2468.The orthometric height was scaled from a topographic map.
 ME2468
 ME2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2468.GEOID18 height accuracy estimate available here.
 ME2468
 ME2468.Click photographs - Photos may exist for this station.
 ME2468
 ME2468.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2468
 ME2468. The following values were computed from the NAD 83(1997) position.
 ME2468
 ME2468;                    North         East     Units Scale Factor Converg.
 ME2468;SPC IN W     -   722,986.473   923,588.525   MT  0.99997351   +0 11 20.1
 ME2468;SPC IN W     - 2,371,998.12  3,030,140.02   sFT  0.99997351   +0 11 20.1
 ME2468;UTM  16      - 4,623,134.894   516,652.514   MT  0.99960341   +0 08 00.3
 ME2468
 ME2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2468!SPC IN W     -   0.99997491  x   0.99997351  =   0.99994842
 ME2468!UTM  16      -   0.99997491  x   0.99960341  =   0.99957833
 ME2468
 ME2468:                Primary Azimuth Mark                     Grid Az
 ME2468:SPC IN W     -  MERRICK                                  109 00 06.6
 ME2468:UTM  16      -  MERRICK                                  109 03 26.4
 ME2468
 ME2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1665223134(NAD 83)
 ME2468
 ME2468|---------------------------------------------------------------------|
 ME2468| PID    Reference Object                     Distance      Geod. Az  |
 ME2468|                                                           dddmmss.s |
 ME2468| ME2469 MERRICK                             APPROX. 2.7 KM 1091126.7 |
 ME2468| CM2748 BEBLES RM 1                          23.937 METERS 13017     |
 ME2468| CM2749 BEBLES RM 2                          25.764 METERS 22821     |
 ME2468|---------------------------------------------------------------------|
 ME2468
 ME2468                          SUPERSEDED SURVEY CONTROL
 ME2468
 ME2468  NAD 83(1994)-  41 45 35.53934(N)    086 47 58.83932(W) AD(       ) 3
 ME2468  NAD 83(1986)-  41 45 35.53843(N)    086 47 58.83996(W) AD(       ) 3
 ME2468  NAD 27      -  41 45 35.39180(N)    086 47 58.73840(W) AD(       ) 3
 ME2468
 ME2468.Superseded values are not recommended for survey control.
 ME2468
 ME2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2468.See file dsdata.pdf to determine how the superseded data were derived.
 ME2468
 ME2468_MARKER: DS = TRIANGULATION STATION DISK
 ME2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2468_STAMPING: BEBLES 1952
 ME2468_MARK LOGO: CGS
 ME2468_PROJECTION: FLUSH
 ME2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2468+STABILITY: SURFACE MOTION
 ME2468
 ME2468  HISTORY     - Date     Condition        Report By
 ME2468  HISTORY     - 1952     MONUMENTED       CGS
 ME2468  HISTORY     - 1980     GOOD             MIDH
 ME2468  HISTORY     - 1980     GOOD             NGS
 ME2468
 ME2468                          STATION DESCRIPTION
 ME2468
 ME2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2468'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MICHIGAN CITY AND ABOUT
 ME2468'200 FEET SOUTH OF WHERE U.S. HIGHWAY 12 CROSSES THE INDIANA-MICHIGAN
 ME2468'STATE LINE, ON THE PROPERTY OF SAM KAPPSON.  IT IS 96 FEET SOUTH WEST
 ME2468'OF THE SOUTHWEST CORNER OF A TWO STORY FRAME BUILDING, 65 FEET WEST OF
 ME2468'THE SOUTHWEST CORNER OF A GARAGE AND 59 FEET NORTH OF A 24 INCH OAK
 ME2468'TREE WITH A LARGE PAINTED PATCH ON THE WEST SIDE.  FLUSH AND STAMPED
 ME2468'BEBLES 1952.
 ME2468'
 ME2468'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME2468'GARAGE, 18 FEET NORTH OF A 24 INCH OAK TREE AND 8 FEET WEST OF A 20
 ME2468'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEBLES NO 1
 ME2468'1952.
 ME2468'
 ME2468'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE 24 INCH OAK TREE WITH THE
 ME2468'LARGE PAINTED PATCH AND 13 FEET EAST OF A 12 INCH OAK TREE.  THE MARK
 ME2468'IS FLUSH AND THE DISK IS STAMPED BEBLES NO 2 1952.
 ME2468'
 ME2468'NO AZIMUTH MARK WAS SET.
 ME2468'
 ME2468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 ME2468'HIGHWAY 212, GO NORTHEAST ON HIGHWAY 12 FOR 1.55 MILES TO
 ME2468'INDIANA-MICHIGAN STATE LINE MARKER ON THE LEFT AND PRIVATE GRAVEL
 ME2468'DRIVE ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON GRAVEL DRIVE FOR
 ME2468'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2468'
 ME2468'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2468
 ME2468                          STATION RECOVERY (1980)
 ME2468
 ME2468'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 ME2468'STATION BEBLES WAS LOCATED IN WOODED AREA AND IN GOOD CONDITION.
 ME2468'
 ME2468'REFERENCE MARK 1 ALSO FOUND IN GOOD CONDITION 78.30 FEET FROM STATION.
 ME2468'
 ME2468'REFERENCE MARK 2 ALSO FOUND IN GOOD CONDITION 84.52 FEET FROM STATION.
 ME2468
 ME2468                          STATION RECOVERY (1980)
 ME2468
 ME2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ME2468'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE DISTANCE AND
 ME2468'DIRECTION TO THE REFERENCE MARKS CHECKED.
 ME2468'
 ME2468'THE PREVIOUS TOO REACH AND DESCRIPTION ARE ADEQUATE WITH THE ADDITION
 ME2468'OF A METAL WITNESS POST SET 1 FOOT NORTH OF REFERENCE MARK 2.
 ME2468'
 ME2468'ADDITIONAL REFERENCE POINT MEASURED AT STATION ARE 62 FT SE OF
 ME2468'TELEPHONE POLE NO 1653, 29.6 FT S OF A WOOD LIGHT POLE WITH LIGHT ON
 ME2468'TOP AND 60.5 FT NE OF A LARGE TWIN TRUNK OAK TREE.
 ME2468'
 ME2468'NOTE THE STATION IS ON PROPERTY OF A MILDRED WEAVER, WHO COULD NOT BE
 ME2468'CONTACTED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1692 ***********************************************************************
 JA1692  DESIGNATION -  BECK
 JA1692  PID         -  JA1692
 JA1692  STATE/COUNTY-  IN/WASHINGTON
 JA1692  COUNTRY     -  US
 JA1692  USGS QUAD   -  BECKS MILL (2019)
 JA1692
 JA1692                         *CURRENT SURVEY CONTROL
 JA1692  ______________________________________________________________________
 JA1692* NAD 83(1997) POSITION- 38 35 32.35031(N) 086 08 35.40800(W)   ADJUSTED
 JA1692* NAVD 88 ORTHO HEIGHT -   256.19  (+/-2cm)      840.5   (feet) VERTCON3
 JA1692  ______________________________________________________________________
 JA1692  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 JA1692  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 JA1692  HORZ ORDER      -  SECOND
 JA1692  VERT ORDER      -  THIRD ? (See Below)
 JA1692
 JA1692.The horizontal coordinates were established by classical geodetic methods
 JA1692.and adjusted by the National Geodetic Survey in May 1999.
 JA1692
 JA1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1692
 JA1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1692.GEOID18 height accuracy estimate available here.
 JA1692
 JA1692.The vertical order pertains to the NGVD 29 superseded value.
 JA1692
 JA1692.Click photographs - Photos may exist for this station.
 JA1692
 JA1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1692
 JA1692. The following values were computed from the NAD 83(1997) position.
 JA1692
 JA1692;                    North         East     Units Scale Factor Converg.
 JA1692;SPC IN E     -   371,348.218    58,487.779   MT  0.99998788   -0 17 50.0
 JA1692;SPC IN E     - 1,218,331.61    191,888.65   sFT  0.99998788   -0 17 50.0
 JA1692;UTM  16      - 4,271,885.474   574,619.012   MT  0.99966857   +0 32 04.2
 JA1692
 JA1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1692!SPC IN E     -   0.99996505  x   0.99998788  =   0.99995293
 JA1692!UTM  16      -   0.99996505  x   0.99966857  =   0.99963363
 JA1692
 JA1692:                Primary Azimuth Mark                     Grid Az
 JA1692:SPC IN E     -  LIVONIA                                  241 00 28.1
 JA1692:UTM  16      -  LIVONIA                                  240 10 33.9
 JA1692
 JA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7461971885(NAD 83)
 JA1692
 JA1692|---------------------------------------------------------------------|
 JA1692| PID    Reference Object                     Distance      Geod. Az  |
 JA1692|                                                           dddmmss.s |
 JA1692| CG7118 BECK AZ MK                                         0680447.2 |
 JA1692| JA1687 SALEM WASHINGTON CO CTHSE CUP       APPROX. 4.0 KM 0680849.6 |
 JA1692| JA1688 SALEM SMITH CABINET CO STACK        APPROX. 4.4 KM 0711340.3 |
 JA1692| CG7119 BECK RM 1                            39.075 METERS 22725     |
 JA1692| JA1690 LIVONIA                             APPROX.10.4 KM 2404238.1 |
 JA1692| CG7120 BECK RM 2                            39.334 METERS 31806     |
 JA1692|---------------------------------------------------------------------|
 JA1692
 JA1692                          SUPERSEDED SURVEY CONTROL
 JA1692
 JA1692  NAD 83(1993)-  38 35 32.35350(N)    086 08 35.40944(W) AD(       ) 2
 JA1692  NAD 83(1986)-  38 35 32.35449(N)    086 08 35.41247(W) AD(       ) 2
 JA1692  NAD 27      -  38 35 32.14900(N)    086 08 35.48600(W) AD(       ) 2
 JA1692  NGVD 29             256.31   (m)          840.9    (f) LEVELING    3  
 JA1692
 JA1692.Superseded values are not recommended for survey control.
 JA1692
 JA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1692.See file dsdata.pdf to determine how the superseded data were derived.
 JA1692
 JA1692_MARKER: DS = TRIANGULATION STATION DISK
 JA1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1692_STAMPING: BECK 1946
 JA1692_MARK LOGO: CGS
 JA1692_PROJECTION: RECESSED 15 CENTIMETERS
 JA1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1692+STABILITY: SURFACE MOTION
 JA1692
 JA1692  HISTORY     - Date     Condition        Report By
 JA1692  HISTORY     - 1946     MONUMENTED       CGS
 JA1692  HISTORY     - 1966     GOOD             CGS
 JA1692
 JA1692                          STATION DESCRIPTION
 JA1692
 JA1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1692'THIS STATION IS 3.0 MILES WEST FROM THE COURT HOUSE IN SALEM BY WAY
 JA1692'OF STATE HIGHWAY 56. IT IS LOCATED ON A SMALL HILL, 268 FEET
 JA1692'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 130 FEET EAST OF A FENCE
 JA1692'CORNER. THE MARK IS 6 INCHES UNDERGROUND AND THE DISK IS
 JA1692'STAMPED BECK 1946.
 JA1692'
 JA1692'REFERENCE MARK NO. 1 IS 128.20 FEET SOUTHWEST OF THE STATION AND 1
 JA1692'FOOT EAST OF A FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1692'STAMPED BECK NO 1 1946.
 JA1692'
 JA1692'REFERENCE MARK NO. 2 IS 129.05 FEET NORTHWEST OF THE STATION, AND 1
 JA1692'FOOT EAST OF A FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1692'STAMPED BECK NO 2 1946.
 JA1692'
 JA1692'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION, ON
 JA1692'THE OPPOSITE SIDE OF HIGHWAY 56 FROM A BROWN HOUSE, 18 FEET
 JA1692'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A WHITE
 JA1692'WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1692'BECK 1946.
 JA1692'
 JA1692'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1692
 JA1692                          STATION RECOVERY (1966)
 JA1692
 JA1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JA1692'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JA1692'CONDITION AT THIS TIME.  THE ROAD HAS BEEN WIDENED IN THE VICINITY
 JA1692'OF THE AZIMUTH MARK AND THE MARK IS ASSUMED LOST IN THE PROCESS.
 JA1692'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1692'
 JA1692'STATION MARK IS ABOUT 200 FEET NORTH OF THE NORTH SIDE OF A HOUSE
 JA1692'OWNED BY MR. SCOTT G. CLAM.  THE STATION SITE IS OWNED BY MR. BOB
 JA1692'DAVIS.
 JA1692'
 JA1692'REFERENCE MARK 1 IS 12 FEET NORTH OF A FENCE CORNER.
 JA1692'
 JA1692'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 60
 JA1692'IN THE WEST EDGE OF SALEM, GO WEST ON HIGHWAY 56 FOR 1.3 MILES TO
 JA1692'THE HOME OF MR. CLAM AND THE STATION ON THE RIGHT.
 JA1692'
 JA1692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 JA1692'SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3325 ***********************************************************************
 JZ3325  DESIGNATION -  BECKMAN
 JZ3325  PID         -  JZ3325
 JZ3325  STATE/COUNTY-  IN/FRANKLIN
 JZ3325  COUNTRY     -  US
 JZ3325  USGS QUAD   -  SPADES (2019)
 JZ3325
 JZ3325                         *CURRENT SURVEY CONTROL
 JZ3325  ______________________________________________________________________
 JZ3325* NAD 83(1997) POSITION- 39 20 44.32201(N) 085 00 12.22125(W)   ADJUSTED
 JZ3325* NAVD 88 ORTHO HEIGHT -   301.60  (+/-2cm)      989.5   (feet) VERTCON3
 JZ3325  ______________________________________________________________________
 JZ3325  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 JZ3325  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 JZ3325  HORZ ORDER      -  FIRST
 JZ3325  VERT ORDER      -  THIRD ? (See Below)
 JZ3325
 JZ3325.The horizontal coordinates were established by classical geodetic methods
 JZ3325.and adjusted by the National Geodetic Survey in May 1999.
 JZ3325
 JZ3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3325
 JZ3325.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3325.GEOID18 height accuracy estimate available here.
 JZ3325
 JZ3325.The vertical order pertains to the NGVD 29 superseded value.
 JZ3325
 JZ3325.Click photographs - Photos may exist for this station.
 JZ3325
 JZ3325.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3325
 JZ3325. The following values were computed from the NAD 83(1997) position.
 JZ3325
 JZ3325;                    North         East     Units Scale Factor Converg.
 JZ3325;SPC IN E     -   455,077.917   157,174.610   MT  1.00000690   +0 25 13.9
 JZ3325;SPC IN E     - 1,493,034.80    515,663.70   sFT  1.00000690   +0 25 13.9
 JZ3325;SPC OH S     -   152,375.320   384,240.387   MT  0.99993613   -1 35 18.4
 JZ3325;SPC OH S     -   499,918.03  1,260,628.67   sFT  0.99993613   -1 35 18.4
 JZ3325;UTM  16      - 4,357,035.330   672,052.134   MT  0.99996448   +1 15 58.1
 JZ3325
 JZ3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3325!SPC IN E     -   0.99995801  x   1.00000690  =   0.99996491
 JZ3325!SPC OH S     -   0.99995801  x   0.99993613  =   0.99989414
 JZ3325!UTM  16      -   0.99995801  x   0.99996448  =   0.99992249
 JZ3325
 JZ3325:                Primary Azimuth Mark                     Grid Az
 JZ3325:SPC IN E     -  BROOKVILLE                               357 35 30.9
 JZ3325:SPC OH S     -  BROOKVILLE                               359 36 03.2
 JZ3325:UTM  16      -  BROOKVILLE                               356 44 46.7
 JZ3325
 JZ3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7205257035(NAD 83)
 JZ3325
 JZ3325|---------------------------------------------------------------------|
 JZ3325| PID    Reference Object                     Distance      Geod. Az  |
 JZ3325|                                                           dddmmss.s |
 JZ3325| CC7794 BECKMAN RM 1                         29.790 METERS 07858     |
 JZ3325| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.37.5 KM 1240516.5 |
 JZ3325| JZ3265 ST LEON CATH CH STEEPLE             APPROX. 7.1 KM 1461427.3 |
 JZ3325| CC7795 BECKMAN RM 2 AZIMUTH                145.492 METERS 18254     |
 JZ3325| CC7796 BECKMAN RM 3                         33.470 METERS 18749     |
 JZ3325| JZ3326 BEACON 3 R                          APPROX. 6.0 KM 2834303.3 |
 JZ3325| CC7797 BECKMAN RM 4                          8.332 METERS 31638     |
 JZ3325| JZ3324 BROOKVILLE                          APPROX.11.7 KM 3580044.8 |
 JZ3325|---------------------------------------------------------------------|
 JZ3325
 JZ3325                          SUPERSEDED SURVEY CONTROL
 JZ3325
 JZ3325  NAD 83(1995)-  39 20 44.32139(N)    085 00 12.22085(W) AD(       ) 1
 JZ3325  NAD 83(1993)-  39 20 44.32573(N)    085 00 12.22984(W) AD(       ) 1
 JZ3325  NAD 83(1986)-  39 20 44.32542(N)    085 00 12.23253(W) AD(       ) 1
 JZ3325  NAD 27      -  39 20 44.13800(N)    085 00 12.38200(W) AD(       ) 1
 JZ3325  NGVD 29             301.78   (m)          990.1    (f) LEVELING    3  
 JZ3325
 JZ3325.Superseded values are not recommended for survey control.
 JZ3325
 JZ3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3325.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3325
 JZ3325_MARKER: DS = TRIANGULATION STATION DISK
 JZ3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3325_STAMPING: BECKMAN 1932
 JZ3325_MARK LOGO: CGS
 JZ3325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3325+STABILITY: SURFACE MOTION
 JZ3325
 JZ3325  HISTORY     - Date     Condition        Report By
 JZ3325  HISTORY     - 1932     MONUMENTED       CGS
 JZ3325  HISTORY     - 1940     GOOD             SCS
 JZ3325  HISTORY     - 1968     GOOD             CGS
 JZ3325  HISTORY     - 1968     GOOD             CGS
 JZ3325  HISTORY     - 19920101 GOOD             LOCENG
 JZ3325
 JZ3325                          STATION DESCRIPTION
 JZ3325
 JZ3325'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ3325'ABOUT 5.5 MILES SOUTH OF BROOKVILLE, 0.5 MILE SOUTH OF THE VILLAGE OF
 JZ3325'BLUE CREEK, NEAR THE WEST SIDE CENTER OF SEC.  28, T. 8 N., R. 2
 JZ3325'W., ON LAND OF C. BECKMAN, 6.40 METERS SOUTH OF FENCE, 11 METERS EAST
 JZ3325'OF CENTER ROAD, 3.52 METERS NORTH OF THE NORTHWEST CORNER OF
 JZ3325'CONCRETE FOUNDATION OF GARAGE, 150 METERS NORTHEAST OF THE BECKMAN
 JZ3325'FARMHOUSE, 5.2 METERS EAST OF FENCE LINE, 8.4 METERS SOUTHEAST
 JZ3325'OF FENCE INTERSECTION AND PROJECTS 6 INCHES ABOVE THE GROUND.
 JZ3325'
 JZ3325'REFERENCE MARK NO.1 IS IN THE EAST-WEST FENCE LINE AND PROJECTS 6
 JZ3325'INCHES ABOVE THE GROUND.
 JZ3325'
 JZ3325'REFERENCE MARK NO. 2 IS 5.2 METERS EAST OF THE CENTER OF THE ROAD,
 JZ3325'0.8 METER NORTH OF TELEPHONE POLE AND PROJECTS 4 INCHES ABOVE
 JZ3325'THE GROUND.
 JZ3325'
 JZ3325'REFERENCE MARK NO.3 IS 5.4 METERS WEST BY NORTH OF THE NORTH-WEST
 JZ3325'CORNER OF CONCRETE FOUNDATION OF GARAGE, 7 METERS EAST OF THE
 JZ3325'CENTER OF ROAD, 2.79 METERS NORTHEAST OF THE NORTH END OF CONCRETE
 JZ3325'CULVERT AND 0.5 METER EAST OF FENCE LINE.
 JZ3325'
 JZ3325'TO REACH FROM BROOKVILLE, GO SOUTH OUT OF TOWN ON U.S. HIGHWAY 52 FOR
 JZ3325'0.8 MILE FROM COURTHOUSE, TURN RIGHT ON GRAVEL ROAD AND CONTINUE
 JZ3325'5 MILES TO THE STATION.
 JZ3325
 JZ3325                          STATION RECOVERY (1940)
 JZ3325
 JZ3325'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3325'STATION AND THREE REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JZ3325'CONDITION. STATION IS 5.7 MI. S OF A ROAD INTERSECTION
 JZ3325'WHICH IS 0.8 MI. S OF BROOKVILLE INSTEAD OF 5.0 MI. STATION IS NW OF
 JZ3325'THE HOUSE INSTEAD OF NE.
 JZ3325
 JZ3325                          STATION RECOVERY (1968)
 JZ3325
 JZ3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LHL)
 JZ3325'FOUND STATION AND R.M. 2 IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 JZ3325'THEY ARE NEAR THE WEST SIDE CENTER OF SEC. 21, T8N, R2W INSTEAD
 JZ3325'OF SEC. 28. DID NOT SEARCH FOR R.M. 1 OR R.M. 3.
 JZ3325
 JZ3325                          STATION RECOVERY (1968)
 JZ3325
 JZ3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JZ3325'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 JZ3325'REFERENCE MARK 2 IS SOLID BUT THOUGHT TO HAVE BEEN DISTURBED
 JZ3325'BY GRADING. REFERENCE MARK 3 COULD NOT BE FOUND AND IS THOUGHT TO
 JZ3325'HAVE BEEN DESTROYED BY GRADING. A REFERENCE MARK 4 WAS SET. THE
 JZ3325'DISTANCE TO REFERENCE MARK 2 WAS FOUND IN ERROR. THE DIRECTION TO
 JZ3325'REFERENCE MARK 1 CHECKS OFF THE SPIRES. A NEW DESCRIPTION
 JZ3325'FOLLOWS.
 JZ3325'
 JZ3325'LOCATED ABOUT 5-1/2 MILE SOUTH OF BROOKVILLE, 1/2 MILE SOUTH OF THE
 JZ3325'SMALL VILLAGE OF BLUE CREEK, 34 FEET EAST OF THE CENTERLINE OF
 JZ3325'HIGHLAND CENTER ROAD, 28 FEET SOUTHEAST OF A FENCE CORNER, 26 FEET
 JZ3325'SOUTHEAST OF A METAL WITNESS POST, 21 FEET SOUTH OF AN EAST-WEST
 JZ3325'FENCE, 21 FEET SOUTH OF A 10 INCH CEDAR TREE AND 18 FEET EAST OF A
 JZ3325'NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 JZ3325'IS STAMPED BECKMAN 1932.
 JZ3325'
 JZ3325'TO REACH THE STATION FROM U.S. HIGHWAY 52 AND BLUE CREEK ROAD 0.8
 JZ3325'MILE SOUTH OF THE FRANKLIN COUNTY COURTHOUSE IN BROOKVILLE , GO
 JZ3325'SOUTHERLY ON BLUE CREEK ROAD FOR 1.0 MILE TO A ROAD FORK. KEEP LEFT
 JZ3325'AND CONTINUE SOUTHERLY ON HIGHLAND CENTER ROAD FOR 4.3
 JZ3325'MILES TO THE STATION ON THE LEFT.
 JZ3325'
 JZ3325'REFERENCE MARK 1 IS 130 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 JZ3325'1 FOOT SOUTH OF THE FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE
 JZ3325'DISK IS STAMPED BECKMAN NO 1 1932.
 JZ3325'
 JZ3325'REFERENCE MARK 2 IS 35 FEET SOUTH OF A TELEPHONE POLE, 16 FEET EAST OF
 JZ3325'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 JZ3325'POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BECKMAN
 JZ3325'NO 2 1932.
 JZ3325'
 JZ3325'REFERENCE MARK 4 IS 16 FEET WEST OF THE CEDAR TREE, 16 FEET EAST OF
 JZ3325'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE FENCE CORNER
 JZ3325'AND 1 FOOT NORTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS 3
 JZ3325'INCHES AND THE DISK IS STAMPED BECKMAN 1932 NO 4 1968.
 JZ3325'
 JZ3325'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JZ3325'
 JZ3325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IS 5-1/2 MILES SOUTH
 JZ3325'OF BROOKVILLE.
 JZ3325
 JZ3325                          STATION RECOVERY (1992)
 JZ3325
 JZ3325'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ3325'FOUND STATION AND RMS 1 AND 4 IN GOOD CONDITION AS DESCRIBED BY STUART
 JZ3325'IN 1968.  PLACED CARSONITE MARKER POSTS ALONGSIDE EACH MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1995 ***********************************************************************
 LA1995  DESIGNATION -  BECKMAN
 LA1995  PID         -  LA1995
 LA1995  STATE/COUNTY-  IN/ALLEN
 LA1995  COUNTRY     -  US
 LA1995  USGS QUAD   -  POE (2019)
 LA1995
 LA1995                         *CURRENT SURVEY CONTROL
 LA1995  ______________________________________________________________________
 LA1995* NAD 83(1997) POSITION- 40 57 38.67039(N) 085 02 11.07126(W)   ADJUSTED
 LA1995* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LA1995  ______________________________________________________________________
 LA1995  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 LA1995  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 LA1995  HORZ ORDER      -  FIRST
 LA1995
 LA1995.The horizontal coordinates were established by classical geodetic methods
 LA1995.and adjusted by the National Geodetic Survey in May 1999.
 LA1995
 LA1995.The orthometric height was scaled from a topographic map.
 LA1995
 LA1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1995.GEOID18 height accuracy estimate available here.
 LA1995
 LA1995.Click photographs - Photos may exist for this station.
 LA1995
 LA1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1995
 LA1995. The following values were computed from the NAD 83(1997) position.
 LA1995
 LA1995;                    North         East     Units Scale Factor Converg.
 LA1995;SPC IN E     -   634,389.877   153,056.707   MT  1.00000130   +0 24 47.4
 LA1995;SPC IN E     - 2,081,327.45    502,153.55   sFT  1.00000130   +0 24 47.4
 LA1995;UTM  16      - 4,536,255.628   665,243.594   MT  0.99993608   +1 17 15.0
 LA1995
 LA1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1995!SPC IN E     -   0.99996555  x   1.00000130  =   0.99996685
 LA1995!UTM  16      -   0.99996555  x   0.99993608  =   0.99990164
 LA1995
 LA1995:                Primary Azimuth Mark                     Grid Az
 LA1995:SPC IN E     -  BECKMAN AZ MK                            285 54 40.5
 LA1995:UTM  16      -  BECKMAN AZ MK                            285 02 12.9
 LA1995
 LA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6524336255(NAD 83)
 LA1995
 LA1995|---------------------------------------------------------------------|
 LA1995| PID    Reference Object                     Distance      Geod. Az  |
 LA1995|                                                           dddmmss.s |
 LA1995| CC7799 BECKMAN RM 1                         33.098 METERS 09540     |
 LA1995| LA2411 DAYTON GRAND RAPIDS AWY BCN 8       APPROX. 7.0 KM 1313138.3 |
 LA1995| CC7800 BECKMAN RM 2                         37.237 METERS 18346     |
 LA1995| CC7798 BECKMAN AZ MK                                      2861927.9 |
 LA1995| LA1994 EMMANUEL EVAN LUTH CH SPIRE         APPROX. 4.0 KM 3590417.4 |
 LA1995|---------------------------------------------------------------------|
 LA1995
 LA1995                          SUPERSEDED SURVEY CONTROL
 LA1995
 LA1995  NAD 83(1995)-  40 57 38.67081(N)    085 02 11.07480(W) AD(       ) 1
 LA1995  NAD 83(1986)-  40 57 38.67244(N)    085 02 11.08616(W) AD(       ) 1
 LA1995  NAD 27      -  40 57 38.49980(N)    085 02 11.20260(W) AD(       ) 1
 LA1995
 LA1995.Superseded values are not recommended for survey control.
 LA1995
 LA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1995.See file dsdata.pdf to determine how the superseded data were derived.
 LA1995
 LA1995_MARKER: DS = TRIANGULATION STATION DISK
 LA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1995_STAMPING: BECKMAN 1947
 LA1995_MARK LOGO: CGS
 LA1995_PROJECTION: RECESSED 20 CENTIMETERS
 LA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1995+STABILITY: SURFACE MOTION
 LA1995
 LA1995  HISTORY     - Date     Condition        Report By
 LA1995  HISTORY     - 1947     MONUMENTED       CGS
 LA1995  HISTORY     - 1960     GOOD             CGS
 LA1995  HISTORY     - 1963     GOOD             CGS
 LA1995
 LA1995                          STATION DESCRIPTION
 LA1995
 LA1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1995'THE STATION IS LOCATED 9 MILES SOUTHEAST OF FORT WAYNE, 2 MILES WEST
 LA1995'AND 1 MILE NORTH OF HOAGLAND, ON PROPERTY OWNED BY J. BECKMAN.
 LA1995'
 LA1995'IT IS 39 FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE, 28 FEET EAST
 LA1995'OF THE CENTER OF A GRAVEL ROAD, 18 FEET NORTH OF A FENCE CORNER AND 16
 LA1995'FEET SOUTHEAST OF WHITE WITNESS POST.  THE MARK IS 18 INCHES BELOW THE
 LA1995'SURFACE OF THE GROUND AND THE DISK IS STAMPED BECKMAN 1947.
 LA1995'
 LA1995'REFERENCE MARK NO. 1 IS 108.59 FEET EAST OF THE STATION.  IT IS 22
 LA1995'FEET SOUTHWEST OF THE SOUTHWEST OF A RED TILE CHICKEN HOUSE AND 1 FOOT
 LA1995'NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA1995'STAMPED BECKMAN NO 1 1947.
 LA1995'
 LA1995'REFERENCE MARK NO. 2 IS 122.17 FEET SOUTH OF THE STATION.  IT IS 20
 LA1995'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 4 FEET EAST OF A
 LA1995'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BECKMAN
 LA1995'NO 2 1947.
 LA1995'
 LA1995'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 100 FEET
 LA1995'NORTH OF THE RESIDENCE OF OSCAR DOCTOR, 18 FEET SOUTH OF THE CENTER OF
 LA1995'A GRAVEL ROAD AND 2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE.  THE MARK
 LA1995'PROJECTS 4 INCHES AND THE DISK IS STAMPED BECKMAN 1947.
 LA1995'
 LA1995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE TO A
 LA1995'CROSSROAD, TURN LEFT, WEST AND GO 0.2 MILE TO THE MARK ON THE LEFT.
 LA1995'
 LA1995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 3 AND
 LA1995'U.S. HIGHWAYS 27 AND 33 IN THE SOUTHEAST SECTION OF FORT WAYNE, GO
 LA1995'SOUTHEAST ON HIGHWAYS 27 AND 33 FOR 7.2 MILES TO A GRAVEL T-ROAD LEFT,
 LA1995'TURN LEFT, EAST, AND GO 2.0 MILES TO A CROSSROAD, TURN RIGHT, SOUTH,
 LA1995'AND GO 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA1995'
 LA1995'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1995
 LA1995                          STATION RECOVERY (1960)
 LA1995
 LA1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OCS)
 LA1995'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MONUMENT IS 0.9
 LA1995'FOOT BELOW GROUND INSTEAD OF 18 INCHES.
 LA1995'
 LA1995'R.M. 1 IS 108.67 FEET E OF STATION AND R.M. 2 IS 122.25 FEET S OF THE
 LA1995'STATION.
 LA1995
 LA1995                          STATION RECOVERY (1963)
 LA1995
 LA1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1995'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA1995'DESCRIBED.
 LA1995'
 LA1995'ABOUT 2.5 MILES W ALONG HOAGLAND ROAD FROM THE RAILROAD CROSSING IN
 LA1995'HOAGLAND, THENCE 1.0 MILES N ALONG EMANUEL ROAD TO STATION ON RIGHT,
 LA1995'ABOUT 112 YARDS S OF CENTER LINE OF FLATROCK ROAD, 77.0 FEET SSW OF SW
 LA1995'CORNER OF BRICK FOUNDATION OF FRAME HOUSE OF J. BECKMAN, 28 FEET E OF
 LA1995'CENTER LINE OF EMANUEL ROAD, AND 1.0 FEET UNDERGROUND, STANDARD DISKS
 LA1995'STAMPED BECKMAN 1947 ARE SET IN MARKS.
 LA1995'
 LA1995'REFERENCE STAMPED BECKMAN NO 1 1947, PROJECTS 0.3 FOOT, IS 108.59 FEET
 LA1995'OR 33.098 METERS E OF STATION, 22 FEET WSW OF SW CORNER OF RED-TILE
 LA1995'CHICKEN HOUSE, AND ONE FOOT N OF A FENCE.
 LA1995'
 LA1995'REFERENCE STAMPED BECKMAN NO 2 1947, FLUSH, IS 122.17 FEET OR 37.237
 LA1995'METERS S OF STATION, 18 FEET E OF CENTER LINE OF ROAD, 0.3 FOOT HIGHER
 LA1995'THAN SAME, 2.0 FEET N OF PROJECTED LINE OF FENCE FROM THE WEST, AND
 LA1995'1.5 FEET N OF STEEL WITNESS POST.
 LA1995'
 LA1995'AZIMUTH MARK STAMPED BECKMAN 1947, PROJECTS 0.3 FOOT, IS ABOUT 0.2
 LA1995'MILE W OF STATION, 18 FEET S OF CENTER LINE OF FLATROCK ROAD, 0.4 FOOT
 LA1995'HIGHER THAN SAME, 8.7 FEET E OF CENTER OF 15-INCH CEDAR TREE ON E END
 LA1995'OF A ROW OF CEDARS, AND 4 FEET E OF PROJECTED PLANE OF E WALL OF
 LA1995'2-STORY FRAME HOUSE JUST S OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0140 ***********************************************************************
 JA0140  DESIGNATION -  BEDFORD
 JA0140  PID         -  JA0140
 JA0140  STATE/COUNTY-  IN/LAWRENCE
 JA0140  COUNTRY     -  US
 JA0140  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0140
 JA0140                         *CURRENT SURVEY CONTROL
 JA0140  ______________________________________________________________________
 JA0140* NAD 83(1997) POSITION- 38 52 30.43775(N) 086 29 52.72529(W)   ADJUSTED
 JA0140* NAVD 88 ORTHO HEIGHT -   225.612 (meters)      740.20  (feet) ADJUSTED
 JA0140  ______________________________________________________________________
 JA0140  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 JA0140  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JA0140  DYNAMIC HEIGHT  -        225.471 (meters)      739.73  (feet) COMP
 JA0140  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JA0140
 JA0140  HORZ ORDER      -  SECOND
 JA0140  VERT ORDER      -  FIRST     CLASS II
 JA0140
 JA0140.The horizontal coordinates were established by classical geodetic methods
 JA0140.and adjusted by the National Geodetic Survey in May 1999.
 JA0140
 JA0140.The orthometric height was determined by differential leveling and
 JA0140.adjusted by the NATIONAL GEODETIC SURVEY
 JA0140.in June 1991.
 JA0140
 JA0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0140.GEOID18 height accuracy estimate available here.
 JA0140
 JA0140.Click photographs - Photos may exist for this station.
 JA0140
 JA0140.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0140
 JA0140.The dynamic height is computed by dividing the NAVD 88
 JA0140.geopotential number by the normal gravity value computed on the
 JA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0140.degrees latitude (g = 980.6199 gals.).
 JA0140
 JA0140.The modeled gravity was interpolated from observed gravity values.
 JA0140
 JA0140. The following values were computed from the NAD 83(1997) position.
 JA0140
 JA0140;                    North         East     Units Scale Factor Converg.
 JA0140;SPC IN W     -   402,796.319   950,794.628   MT  0.99999843   +0 22 02.6
 JA0140;SPC IN W     - 1,321,507.59  3,119,398.71   sFT  0.99999843   +0 22 02.6
 JA0140;UTM  16      - 4,303,038.580   543,547.286   MT  0.99962335   +0 18 54.3
 JA0140
 JA0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0140!SPC IN W     -   0.99996979  x   0.99999843  =   0.99996822
 JA0140!UTM  16      -   0.99996979  x   0.99962335  =   0.99959315
 JA0140
 JA0140:                Primary Azimuth Mark                     Grid Az
 JA0140:SPC IN W     -  BEDFORD MUNICIPAL TANK                   102 02 02.5
 JA0140:UTM  16      -  BEDFORD MUNICIPAL TANK                   102 05 10.8
 JA0140
 JA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4354703038(NAD 83)
 JA0140
 JA0140|---------------------------------------------------------------------|
 JA0140| PID    Reference Object                     Distance      Geod. Az  |
 JA0140|                                                           dddmmss.s |
 JA0140| JA0143 BEDFORD AZ MK                                      0272809.4 |
 JA0140| JA0142 BEDFORD RM 2                         17.892 METERS 02743     |
 JA0140| JA1717 BEDFORD ALLISON FOUNDRY STACK       APPROX. 1.1 KM 0710240.7 |
 JA0140| JA1712 BEDFORD MUNICIPAL TANK              APPROX. 1.2 KM 1022405.1 |
 JA0140| JA1713 BEDFORD ST VIN DE PAUL CATH CH      APPROX. 2.2 KM 1440608.2 |
 JA0140| JA0141 BEDFORD RM 1                         18.779 METERS 15104     |
 JA0140| JA1716 BEDFORD 2                            28.809 METERS 28738     |
 JA0140|---------------------------------------------------------------------|
 JA0140
 JA0140                          SUPERSEDED SURVEY CONTROL
 JA0140
 JA0140  NAD 83(1986)-  38 52 30.44312(N)    086 29 52.72656(W) AD(       ) 2
 JA0140  NAD 27      -  38 52 30.25800(N)    086 29 52.75600(W) AD(       ) 2
 JA0140  NGVD 29 (??/??/92)  225.727  (m)          740.57   (f) ADJ UNCH    1 2
 JA0140  NGVD 29             225.73   (m)          740.6    (f) LEVELING    3  
 JA0140
 JA0140.Superseded values are not recommended for survey control.
 JA0140
 JA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0140.See file dsdata.pdf to determine how the superseded data were derived.
 JA0140
 JA0140_MARKER: DS = TRIANGULATION STATION DISK
 JA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0140_STAMPING: BEDFORD 1946
 JA0140_MARK LOGO: CGS
 JA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0140+STABILITY: SURFACE MOTION
 JA0140
 JA0140  HISTORY     - Date     Condition        Report By
 JA0140  HISTORY     - 1946     MONUMENTED       CGS
 JA0140  HISTORY     - 1949     GOOD             CGS
 JA0140  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JA0140  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0140
 JA0140                          STATION DESCRIPTION
 JA0140
 JA0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0140'THIS STATION IS ON THE HIGHEST POINT OF LAND IN A CITY PARK IN
 JA0140'NORTHWEST BEDFORD, ABOUT 150 YARDS NORTHWEST OF THE JUNCTION OF
 JA0140'FIFTH STREET AND S STREET, 56 FEET SOUTH OF A 20-INCH MAPLE TREE, 31
 JA0140'FEET SOUTH OF A DIM ROAD AND 6 FEET EAST OF A WHITE WITNESS POST.
 JA0140'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEDFORD 1946.
 JA0140'
 JA0140'REFERENCE MARK NO. 1 IS 61.61 FEET SOUTHEAST OF THE STATION. THE MARK
 JA0140'PROJECTS 6 INCHES AND THE DISK IS STAMPED BEDFORD NO 1 1946.
 JA0140'
 JA0140'REFERENCE MARK NO. 2 IS 58.70 FEET NORTH-NORTHEAST OF THE STATION AND
 JA0140'39 FEET EAST OF THE 20-INCH MAPLE TREE. THE MARK PROJECTS 6
 JA0140'INCHES AND THE DISK IS STAMPED BEDFORD NO 2 1946.
 JA0140'
 JA0140'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 28 FEET SOUTH OF THE
 JA0140'CENTERLINE OF STATE HIGHWAY 37, 20 FEET WEST OF A GRAVEL ROAD AND
 JA0140'5 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 3 INCHES AND
 JA0140'THE DISK IS STAMPED BEDFORD 1946.
 JA0140'
 JA0140'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA0140
 JA0140                          STATION RECOVERY (1949)
 JA0140
 JA0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0140'AT BEDFORD.
 JA0140'AT BEDFORD, ABOUT 0.95 MILE NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0140'JUNCTION OF HIGHWAYS 37 AND 50, THENCE ABOUT 0.2 MILE WEST ALONG
 JA0140'5TH STREET, ABOUT 195 YARDS NORTHWEST OF THE CENTER OF THE
 JA0140'CROSSING OF S AND 5TH STREETS, IN A CITY PARK AT THE HIGHEST
 JA0140'PART OF THE PARK, 56 FEET SOUTH-SOUTHEAST OF A 20-INCH MAPLE
 JA0140'TREE, 16 FEET SOUTHEAST OF A CLUMP OF FOUR SMALL WALNUT TREES, 11
 JA0140'FEET NORTH OF THE NORTH CORNER OF A 6 FOOT CONCRETE SLAB, 26
 JA0140'FEET SOUTH OF THE CENTER LINE OF A DIM TRAIL, 6 FEET EAST OF A
 JA0140'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE HILL
 JA0140'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0140
 JA0140                          STATION RECOVERY (1950)
 JA0140
 JA0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA0140'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA0140'CONDITION. THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 JA0140'FOUND TO BE CORRECT. MR. CAMPBELL OWNER OF THE PROPERTY IS
 JA0140'SUBDIVIDING THE PROPERTY INTO LOTS AND REQUESTED THE STATION
 JA0140'AND REFERENCE MARKS BE MOVED. A NEW STATION BEDFORD 2 WAS ESTABLISHED
 JA0140'AND TIED IN TO THE BEDFORD MUNICIPAL WATER TANK AS THE
 JA0140'AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND. AFTER BEDFORD 2 WAS
 JA0140'ESTABLISHED STATION BEDFORD AND ALL MARKS WERE DESTROYED.
 JA0140'
 JA0140'NOTE - DISTANCE AND DIRECTIONS TO REFERENCE MARKS AND NEW STATION
 JA0140'BEDFORD 2.
 JA0140
 JA0140                          STATION RECOVERY (2010)
 JA0140
 JA0140'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1716 ***********************************************************************
 JA1716  DESIGNATION -  BEDFORD 2
 JA1716  PID         -  JA1716
 JA1716  STATE/COUNTY-  IN/LAWRENCE
 JA1716  COUNTRY     -  US
 JA1716  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA1716
 JA1716                         *CURRENT SURVEY CONTROL
 JA1716  ______________________________________________________________________
 JA1716* NAD 83(1997) POSITION- 38 52 30.72071(N) 086 29 53.86430(W)   NO CHECK
 JA1716* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 JA1716  ______________________________________________________________________
 JA1716  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 JA1716  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JA1716  HORZ ORDER      -  THIRD
 JA1716
 JA1716.The horizontal coordinates were established by classical geodetic methods
 JA1716.and adjusted by the National Geodetic Survey in May 1999.
 JA1716
 JA1716.No horizontal observational check was made to the station.
 JA1716
 JA1716.The orthometric height was scaled from a topographic map.
 JA1716
 JA1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1716.GEOID18 height accuracy estimate available here.
 JA1716
 JA1716.Click photographs - Photos may exist for this station.
 JA1716
 JA1716.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1716
 JA1716. The following values were computed from the NAD 83(1997) position.
 JA1716
 JA1716;                    North         East     Units Scale Factor Converg.
 JA1716;SPC IN W     -   402,804.868   950,767.117   MT  0.99999839   +0 22 01.9
 JA1716;SPC IN W     - 1,321,535.64  3,119,308.45   sFT  0.99999839   +0 22 01.9
 JA1716;UTM  16      - 4,303,047.152   543,519.793   MT  0.99962332   +0 18 53.6
 JA1716
 JA1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1716!SPC IN W     -   0.99997006  x   0.99999839  =   0.99996845
 JA1716!UTM  16      -   0.99997006  x   0.99962332  =   0.99959339
 JA1716
 JA1716:                Primary Azimuth Mark                     Grid Az
 JA1716:SPC IN W     -  BEDFORD MUNICIPAL TANK                   102 09 40.9
 JA1716:UTM  16      -  BEDFORD MUNICIPAL TANK                   102 12 49.2
 JA1716
 JA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4351903047(NAD 83)
 JA1716
 JA1716|---------------------------------------------------------------------|
 JA1716| PID    Reference Object                     Distance      Geod. Az  |
 JA1716|                                                           dddmmss.s |
 JA1716| JA1712 BEDFORD MUNICIPAL TANK              APPROX. 1.2 KM 1023142.8 |
 JA1716| JA0140 BEDFORD                              28.809 METERS 10738     |
 JA1716| CG7125 BEDFORD 2 RM 3                       57.912 METERS 31059     |
 JA1716|---------------------------------------------------------------------|
 JA1716
 JA1716                          SUPERSEDED SURVEY CONTROL
 JA1716
 JA1716  NAD 83(1986)-  38 52 30.72608(N)    086 29 53.86556(W) AD(       ) 3
 JA1716  NAD 27      -  38 52 30.54100(N)    086 29 53.89500(W) AD(       ) 3
 JA1716
 JA1716.Superseded values are not recommended for survey control.
 JA1716
 JA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1716.See file dsdata.pdf to determine how the superseded data were derived.
 JA1716
 JA1716_MARKER: DS = TRIANGULATION STATION DISK
 JA1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1716_STAMPING: BEDFORD 2 1950
 JA1716_MARK LOGO: CGS
 JA1716_PROJECTION: RECESSED 10 CENTIMETERS
 JA1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1716+STABILITY: SURFACE MOTION
 JA1716
 JA1716  HISTORY     - Date     Condition        Report By
 JA1716  HISTORY     - 1950     MONUMENTED       CGS
 JA1716
 JA1716                          STATION DESCRIPTION
 JA1716
 JA1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1716'STATION IS LOCATED ON A HIGH HILL IN THE NORTHWEST SECTION OF
 JA1716'BEDFORD. IT IS IDENTICAL WITH THE CENTER OF MURRAY CIRCLE
 JA1716'DRIVE AND A PROPOSED FLOWER BED. IT IS ABOUT 250 FEET NORTH OF 5TH
 JA1716'STREET AND 400 FEET WEST OF S STREET. THE MARK IS ABOUT 4 INCHES
 JA1716'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BEDFORD 2
 JA1716'1950.
 JA1716'
 JA1716'REFERENCE MARK NO. 3 IS IDENTICAL WITH THE NORTHWEST CORNER OF THE
 JA1716'SUBDIVISION PROPERTY. THE MARK PROJECTS ABOUT 8 INCHES AND THE
 JA1716'DISK IS STAMPED BEDFORD 2 NO 3 1950.
 JA1716'
 JA1716'NO SUITABLE PLACE COULD BE FOUND FOR REFERENCE MARK NO. 4 AND AN
 JA1716'AZIMUTH MARK.
 JA1716'
 JA1716'BEDFORD MUNICIPAL WATER TANK IS VISIBLE FROM THE GROUND AND CAN BE
 JA1716'USED FOR AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1717 ***********************************************************************
 JA1717  DESIGNATION -  BEDFORD ALLISON FOUNDRY STACK
 JA1717  PID         -  JA1717
 JA1717  STATE/COUNTY-  IN/LAWRENCE
 JA1717  COUNTRY     -  US
 JA1717  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA1717
 JA1717                         *CURRENT SURVEY CONTROL
 JA1717  ______________________________________________________________________
 JA1717* NAD 83(1997) POSITION- 38 52 42.34656(N) 086 29 08.35781(W)   ADJUSTED
 JA1717  ______________________________________________________________________
 JA1717  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 JA1717  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JA1717  HORZ ORDER      -  THIRD
 JA1717
 JA1717.The horizontal coordinates were established by classical geodetic methods
 JA1717.and adjusted by the National Geodetic Survey in May 1999.
 JA1717
 JA1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1717.GEOID18 height accuracy estimate available here.
 JA1717
 JA1717.Click photographs - Photos may exist for this station.
 JA1717
 JA1717.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1717
 JA1717. The following values were computed from the NAD 83(1997) position.
 JA1717
 JA1717;                    North         East     Units Scale Factor Converg.
 JA1717;SPC IN W     -   403,170.472   951,861.684   MT  0.99999977   +0 22 30.6
 JA1717;SPC IN W     - 1,322,735.12  3,122,899.54   sFT  0.99999977   +0 22 30.6
 JA1717;UTM  16      - 4,303,411.620   544,614.283   MT  0.99962451   +0 19 22.2
 JA1717
 JA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4461403411(NAD 83)
 JA1717
 JA1717                          SUPERSEDED SURVEY CONTROL
 JA1717
 JA1717  NAD 83(1986)-  38 52 42.35190(N)    086 29 08.35892(W) AD(       ) 3
 JA1717  NAD 27      -  38 52 42.16800(N)    086 29 08.39100(W) AD(       ) 3
 JA1717
 JA1717.Superseded values are not recommended for survey control.
 JA1717
 JA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1717.See file dsdata.pdf to determine how the superseded data were derived.
 JA1717
 JA1717_MARKER: 63 = STACK
 JA1717
 JA1717  HISTORY     - Date     Condition        Report By
 JA1717  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1717
 JA1717                          STATION DESCRIPTION
 JA1717
 JA1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1717'THIS IS AN INTERSECTION STATION.
 JA1717'
 JA1717'THE STATION IS THE STACK OF THE FOUNDRY, LOCATED IN THE NORTHERN PART
 JA1717'OF THE TOWN. THE STACK IS BUILT OF RED TILE AND IS ABOUT 140
 JA1717'FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0143 ***********************************************************************
 JA0143  DESIGNATION -  BEDFORD AZ MK
 JA0143  PID         -  JA0143
 JA0143  STATE/COUNTY-  IN/LAWRENCE
 JA0143  COUNTRY     -  US
 JA0143  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0143
 JA0143                         *CURRENT SURVEY CONTROL
 JA0143  ______________________________________________________________________
 JA0143* NAD 83(1986) POSITION- 38 52 43.     (N) 086 29 45.     (W)   SCALED
 JA0143* NAVD 88 ORTHO HEIGHT -   222.430 (meters)      729.76  (feet) ADJUSTED
 JA0143  ______________________________________________________________________
 JA0143  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 JA0143  DYNAMIC HEIGHT  -        222.292 (meters)      729.30  (feet) COMP
 JA0143  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 JA0143
 JA0143  VERT ORDER      -  FIRST     CLASS II
 JA0143
 JA0143.The horizontal coordinates were scaled from a map and have
 JA0143.an estimated accuracy of +/- 6 seconds.
 JA0143
 JA0143.The orthometric height was determined by differential leveling and
 JA0143.adjusted by the NATIONAL GEODETIC SURVEY
 JA0143.in June 1991.
 JA0143
 JA0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0143.GEOID18 height accuracy estimate available here.
 JA0143
 JA0143.Click photographs - Photos may exist for this station.
 JA0143
 JA0143.The dynamic height is computed by dividing the NAVD 88
 JA0143.geopotential number by the normal gravity value computed on the
 JA0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0143.degrees latitude (g = 980.6199 gals.).
 JA0143
 JA0143.The modeled gravity was interpolated from observed gravity values.
 JA0143
 JA0143;                    North         East    Units  Estimated Accuracy
 JA0143;SPC IN W     -   403,190.      950,980.      MT  (+/- 180 meters Scaled)
 JA0143
 JA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ437034(NAD 83)
 JA0143
 JA0143                          SUPERSEDED SURVEY CONTROL
 JA0143
 JA0143  NGVD 29 (??/??/92)  222.546  (m)          730.14   (f) ADJ UNCH    1 2
 JA0143
 JA0143.Superseded values are not recommended for survey control.
 JA0143
 JA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0143.See file dsdata.pdf to determine how the superseded data were derived.
 JA0143
 JA0143_MARKER: DZ = AZIMUTH MARK DISK
 JA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0143_STAMPING: BEDFORD 1946
 JA0143_MARK LOGO: CGS
 JA0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0143+STABILITY: SURFACE MOTION
 JA0143
 JA0143  HISTORY     - Date     Condition        Report By
 JA0143  HISTORY     - 1946     MONUMENTED       CGS
 JA0143  HISTORY     - 1949     GOOD             CGS
 JA0143  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0143
 JA0143                          STATION DESCRIPTION
 JA0143
 JA0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0143'AT BEDFORD.
 JA0143'AT BEDFORD, ABOUT 1.3 MILES NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0143'JUNCTION OF HIGHWAY 37 AND 50, AT A GRAVEL STREET LEADING
 JA0143'SOUTHWEST, 80 FEET NORTH AND ACROSS THE STREET FROM THE NORTH
 JA0143'CORNER OF HOUSE 101, 37 FEET SOUTHWEST OF THE CENTER LINE OF
 JA0143'HIGHWAY 37, 21 FEET NORTHWEST OF THE CENTER LINE OF THE STREET
 JA0143'SOUTHWEST, 15.6 FEET SOUTHEAST OF A 4-INCH WALNUT TREE, 3 FEET
 JA0143'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JA0143'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0143'PROJECTING 2 INCHES.
 JA0143
 JA0143                          STATION RECOVERY (2010)
 JA0143
 JA0143'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4638 ***********************************************************************
 DM4638  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4638  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4638  DESIGNATION -  BEDFORD CORS ARP
 DM4638  CORS_ID     -  INBD
 DM4638  PID         -  DM4638
 DM4638  STATE/COUNTY-  IN/LAWRENCE
 DM4638  COUNTRY     -  US
 DM4638  USGS QUAD   -  BEDFORD WEST (2019)
 DM4638
 DM4638                         *CURRENT SURVEY CONTROL
 DM4638  ______________________________________________________________________
 DM4638* NAD 83(2011) POSITION- 38 51 47.10394(N) 086 31 20.30467(W)   ADJUSTED
 DM4638* NAD 83(2011) ELLIP HT-   162.340 (meters)        (04/??/25)   ADJUSTED
 DM4638* NAD 83(2011) EPOCH   -  2010.00
 DM4638* NAVD 88 ORTHO HEIGHT -   195.41  (meters)      641.1   (feet) GPS OBS
 DM4638  ______________________________________________________________________
 DM4638  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 DM4638  NAD 83(2011) X  -    301,662.152 (meters)                     COMP
 DM4638  NAD 83(2011) Y  - -4,963,847.186 (meters)                     COMP
 DM4638  NAD 83(2011) Z  -  3,980,595.183 (meters)                     COMP
 DM4638
 DM4638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4638  Standards:
 DM4638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4638  -------------------------------------------------------------------
 DM4638  NETWORK    0.06   0.08           0.03   0.02   0.04     -0.30013100
 DM4638  -------------------------------------------------------------------
 DM4638
 DM4638.The coordinates were established by GPS observations
 DM4638.and adjusted by the National Geodetic Survey in April 2025.
 DM4638
 DM4638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4638.been affixed to the stable North American Tectonic Plate. 
 DM4638
 DM4638.The coordinates are valid at the epoch date displayed above
 DM4638.which is a decimal equivalence of Year/Month/Day.
 DM4638
 DM4638.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4638.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4638.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4638.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4638.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4638.published epoch of 2010.00.
 DM4638
 DM4638.Additional information on MYCS is available at:
 DM4638.https://geodesy.noaa.gov/CORS/index.shtml
 DM4638
 DM4638.The orthometric height was determined by GPS observations and a
 DM4638.high-resolution geoid model using precise GPS observation and
 DM4638.processing techniques.
 DM4638
 DM4638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4638.GEOID18 height accuracy estimate available here.
 DM4638
 DM4638.The PID for the CORS L1 Phase Center is DS2873.
 DM4638
 DM4638.Click photographs - Photos may exist for this station.
 DM4638
 DM4638.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4638
 DM4638.The ellipsoidal height was determined by GPS observations
 DM4638.and is referenced to NAD 83.
 DM4638
 DM4638. The following values were computed from the NAD 83(2011) position.
 DM4638
 DM4638;                    North         East     Units Scale Factor Converg.
 DM4638;SPC IN W     -   401,446.812   948,691.775   MT  0.99999585   +0 21 07.3
 DM4638;SPC IN W     - 1,317,080.08  3,112,499.60   sFT  0.99999585   +0 21 07.3
 DM4638;UTM  16      - 4,301,691.499   541,443.991   MT  0.99962115   +0 17 59.1
 DM4638
 DM4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4638!SPC IN W     -   0.99997453  x   0.99999585  =   0.99997038
 DM4638!UTM  16      -   0.99997453  x   0.99962115  =   0.99959569
 DM4638
 DM4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4144301691(NAD 83)
 DM4638
 DM4638                          SUPERSEDED SURVEY CONTROL
 DM4638
 DM4638  NAD 83(2011)-  38 51 47.10408(N)    086 31 20.30468(W) AD(2010.00) c
 DM4638  ELLIP H (06/??/19)  162.347  (m)                       GP(2010.00) c c
 DM4638  NAD 83(2011)-  38 51 47.10413(N)    086 31 20.30470(W) AD(2010.00) c
 DM4638  ELLIP H (08/??/11)  162.337  (m)                       GP(2010.00) c c
 DM4638  NAD 83(CORS)-  38 51 47.10452(N)    086 31 20.30565(W) AD(2002.00) c
 DM4638  ELLIP H (12/??/10)  162.320  (m)                       GP(2002.00) c c
 DM4638
 DM4638.Superseded values are not recommended for survey control.
 DM4638
 DM4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4638.See file dsdata.pdf to determine how the superseded data were derived.
 DM4638
 DM4638_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4638
 DM4638                          STATION DESCRIPTION
 DM4638
 DM4638'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4638'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4638'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4638'AND LOG FILES ACCESSIBLE AT:
 DM4638'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1712 ***********************************************************************
 JA1712  DESIGNATION -  BEDFORD MUNICIPAL TANK
 JA1712  PID         -  JA1712
 JA1712  STATE/COUNTY-  IN/LAWRENCE
 JA1712  COUNTRY     -  US
 JA1712  USGS QUAD   -  BEDFORD EAST (2019)
 JA1712
 JA1712                         *CURRENT SURVEY CONTROL
 JA1712  ______________________________________________________________________
 JA1712* NAD 83(1997) POSITION- 38 52 22.40759(N) 086 29 06.02426(W)   ADJUSTED
 JA1712  ______________________________________________________________________
 JA1712  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 JA1712  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 JA1712  HORZ ORDER      -  THIRD
 JA1712
 JA1712.The horizontal coordinates were established by classical geodetic methods
 JA1712.and adjusted by the National Geodetic Survey in May 1999.
 JA1712
 JA1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1712.GEOID18 height accuracy estimate available here.
 JA1712
 JA1712.Click photographs - Photos may exist for this station.
 JA1712
 JA1712.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1712
 JA1712. The following values were computed from the NAD 83(1997) position.
 JA1712
 JA1712;                    North         East     Units Scale Factor Converg.
 JA1712;SPC IN W     -   402,555.997   951,921.961   MT  0.99999985   +0 22 31.9
 JA1712;SPC IN W     - 1,320,719.13  3,123,097.30   sFT  0.99999985   +0 22 31.9
 JA1712;UTM  16      - 4,302,797.320   544,673.976   MT  0.99962457   +0 19 23.6
 JA1712
 JA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4467302797(NAD 83)
 JA1712
 JA1712                          SUPERSEDED SURVEY CONTROL
 JA1712
 JA1712  NAD 83(1986)-  38 52 22.41290(N)    086 29 06.02534(W) AD(       ) 3
 JA1712  NAD 27      -  38 52 22.22700(N)    086 29 06.05000(W) AD(       ) 3
 JA1712
 JA1712.Superseded values are not recommended for survey control.
 JA1712
 JA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1712.See file dsdata.pdf to determine how the superseded data were derived.
 JA1712
 JA1712_MARKER: 53 = ELEVATED TANK
 JA1712
 JA1712  HISTORY     - Date     Condition        Report By
 JA1712  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1712
 JA1712                          STATION DESCRIPTION
 JA1712
 JA1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1712'THIS IS AN INTERSECTION STATION.
 JA1712'
 JA1712'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED IN THE
 JA1712'NORTHWESTERN PART OF TOWN ON THE SOUTHWEST CORNER OF 6TH AND K
 JA1712'STREETS. IT IS BUILT OF STEEL AND IS ABOUT 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0141 ***********************************************************************
 JA0141  DESIGNATION -  BEDFORD RM 1
 JA0141  PID         -  JA0141
 JA0141  STATE/COUNTY-  IN/LAWRENCE
 JA0141  COUNTRY     -  US
 JA0141  USGS QUAD   -  BEDFORD EAST (2019)
 JA0141
 JA0141                         *CURRENT SURVEY CONTROL
 JA0141  ______________________________________________________________________
 JA0141* NAD 83(1986) POSITION- 38 52 29.90   (N) 086 29 52.35   (W)   HD_HELD1
 JA0141* NAVD 88 ORTHO HEIGHT -   225.311 (meters)      739.21  (feet) ADJUSTED
 JA0141  ______________________________________________________________________
 JA0141  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 JA0141  DYNAMIC HEIGHT  -        225.171 (meters)      738.75  (feet) COMP
 JA0141  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JA0141
 JA0141  VERT ORDER      -  FIRST     CLASS II
 JA0141
 JA0141.The horizontal coordinates were determined by differentially corrected
 JA0141.hand held GPS observations or other comparable positioning techniques
 JA0141.and have an estimated accuracy of +/- 3 meters.
 JA0141
 JA0141.The orthometric height was determined by differential leveling and
 JA0141.adjusted by the NATIONAL GEODETIC SURVEY
 JA0141.in June 1991.
 JA0141
 JA0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0141.GEOID18 height accuracy estimate available here.
 JA0141
 JA0141.Click photographs - Photos may exist for this station.
 JA0141
 JA0141.The dynamic height is computed by dividing the NAVD 88
 JA0141.geopotential number by the normal gravity value computed on the
 JA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0141.degrees latitude (g = 980.6199 gals.).
 JA0141
 JA0141.The modeled gravity was interpolated from observed gravity values.
 JA0141
 JA0141;                    North         East    Units  Estimated Accuracy
 JA0141;SPC IN W     -   402,779.8     950,803.8     MT  (+/- 3 meters HH1 GPS) 
 JA0141
 JA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4355603022(NAD 83)
 JA0141
 JA0141                          SUPERSEDED SURVEY CONTROL
 JA0141
 JA0141  NGVD 29 (??/??/92)  225.427  (m)          739.59   (f) ADJ UNCH    1 2
 JA0141
 JA0141.Superseded values are not recommended for survey control.
 JA0141
 JA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0141.See file dsdata.pdf to determine how the superseded data were derived.
 JA0141
 JA0141_MARKER: DR = REFERENCE MARK DISK
 JA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0141_STAMPING: BEDFORD NO 1 1946
 JA0141_MARK LOGO: CGS
 JA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0141+STABILITY: SURFACE MOTION
 JA0141
 JA0141  HISTORY     - Date     Condition        Report By
 JA0141  HISTORY     - 1946     MONUMENTED       CGS
 JA0141  HISTORY     - 1949     GOOD             CGS
 JA0141  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0141
 JA0141                          STATION DESCRIPTION
 JA0141
 JA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0141'AT BEDFORD.
 JA0141'AT BEDFORD, ABOUT 0.95 MILE NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0141'JUNCTION OF HIGHWAYS 37 AND 50, THENCE ABOUT 0.2 MILE WEST ALONG
 JA0141'5TH STREET, ABOUT 174 YARDS NORTHWEST OF THE CENTER OF THE
 JA0141'CROSSING OF S AND 5TH STREET, IN A CITY PARK NEAR THE HIGHEST
 JA0141'PART OF THE PARK, 62 FEET SOUTHEAST OF BEDFORD STATION, 50 FEET
 JA0141'WEST-SOUTHWEST OF THE CENTER LINE OF A DIM TRAIL, 21 FEET
 JA0141'SOUTHEAST OF A LARGE LILAC BUSH, ABOUT 2 FEET SOUTHEAST OF A
 JA0141'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0141'TOP OF THE HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0141'6 INCHES.
 JA0141
 JA0141                          STATION RECOVERY (2010)
 JA0141
 JA0141'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0142 ***********************************************************************
 JA0142  DESIGNATION -  BEDFORD RM 2
 JA0142  PID         -  JA0142
 JA0142  STATE/COUNTY-  IN/LAWRENCE
 JA0142  COUNTRY     -  US
 JA0142  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0142
 JA0142                         *CURRENT SURVEY CONTROL
 JA0142  ______________________________________________________________________
 JA0142* NAD 83(1986) POSITION- 38 52 30.95   (N) 086 29 52.38   (W)   HD_HELD1
 JA0142* NAVD 88 ORTHO HEIGHT -   225.199 (meters)      738.84  (feet) ADJUSTED
 JA0142  ______________________________________________________________________
 JA0142  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 JA0142  DYNAMIC HEIGHT  -        225.058 (meters)      738.38  (feet) COMP
 JA0142  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JA0142
 JA0142  VERT ORDER      -  FIRST     CLASS II
 JA0142
 JA0142.The horizontal coordinates were determined by differentially corrected
 JA0142.hand held GPS observations or other comparable positioning techniques
 JA0142.and have an estimated accuracy of +/- 3 meters.
 JA0142
 JA0142.The orthometric height was determined by differential leveling and
 JA0142.adjusted by the NATIONAL GEODETIC SURVEY
 JA0142.in June 1991.
 JA0142
 JA0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0142.GEOID18 height accuracy estimate available here.
 JA0142
 JA0142.Click photographs - Photos may exist for this station.
 JA0142
 JA0142.The dynamic height is computed by dividing the NAVD 88
 JA0142.geopotential number by the normal gravity value computed on the
 JA0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0142.degrees latitude (g = 980.6199 gals.).
 JA0142
 JA0142.The modeled gravity was interpolated from observed gravity values.
 JA0142
 JA0142;                    North         East    Units  Estimated Accuracy
 JA0142;SPC IN W     -   402,812.2     950,802.8     MT  (+/- 3 meters HH1 GPS) 
 JA0142
 JA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4355503054(NAD 83)
 JA0142
 JA0142                          SUPERSEDED SURVEY CONTROL
 JA0142
 JA0142  NGVD 29 (??/??/92)  225.314  (m)          739.22   (f) ADJ UNCH    1 2
 JA0142
 JA0142.Superseded values are not recommended for survey control.
 JA0142
 JA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0142.See file dsdata.pdf to determine how the superseded data were derived.
 JA0142
 JA0142_MARKER: DR = REFERENCE MARK DISK
 JA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0142_STAMPING: BEDFORD NO 2 1946
 JA0142_MARK LOGO: CGS
 JA0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0142+STABILITY: SURFACE MOTION
 JA0142
 JA0142  HISTORY     - Date     Condition        Report By
 JA0142  HISTORY     - 1946     MONUMENTED       CGS
 JA0142  HISTORY     - 1949     GOOD             CGS
 JA0142  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0142
 JA0142                          STATION DESCRIPTION
 JA0142
 JA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0142'AT BEDFORD.
 JA0142'AT BEDFORD, ABOUT 0.95 MILE NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0142'JUNCTION OF HIGHWAYS 37 AND 50, THENCE ABOUT 0.2 MILE WEST ALONG
 JA0142'5TH STREET, ABOUT 203 YARDS NORTHWEST OF THE CENTER OF THE
 JA0142'CROSSING OF S AND 5TH STREET, NEAR THE HIGHEST PART OF A CITY
 JA0142'PARK, 59 FEET NORTH OF BEDFORD STATION, 38 FEET EAST OF A
 JA0142'20-INCH MAPLE TREE, 33 FEET NORTH OF THE CENTER LINE OF A DIM
 JA0142'TRAIL, IN A LARGE THICKET OF LARGE BRUSH, 2 FEET WEST OF A WHITE
 JA0142'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TOP OF
 JA0142'THE HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 JA0142'INCHES.
 JA0142
 JA0142                          STATION RECOVERY (2010)
 JA0142
 JA0142'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1713 ***********************************************************************
 JA1713  DESIGNATION -  BEDFORD ST VIN DE PAUL CATH CH
 JA1713  PID         -  JA1713
 JA1713  STATE/COUNTY-  IN/LAWRENCE
 JA1713  COUNTRY     -  US
 JA1713  USGS QUAD   -  BEDFORD EAST (2019)
 JA1713
 JA1713                         *CURRENT SURVEY CONTROL
 JA1713  ______________________________________________________________________
 JA1713* NAD 83(1997) POSITION- 38 51 31.75241(N) 086 28 58.40077(W)   ADJUSTED
 JA1713  ______________________________________________________________________
 JA1713  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 JA1713  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 JA1713  HORZ ORDER      -  THIRD
 JA1713
 JA1713.The horizontal coordinates were established by classical geodetic methods
 JA1713.and adjusted by the National Geodetic Survey in May 1999.
 JA1713
 JA1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1713.GEOID18 height accuracy estimate available here.
 JA1713
 JA1713.Click photographs - Photos may exist for this station.
 JA1713
 JA1713.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1713
 JA1713. The following values were computed from the NAD 83(1997) position.
 JA1713
 JA1713;                    North         East     Units Scale Factor Converg.
 JA1713;SPC IN W     -   400,995.187   952,116.000   MT  1.00000010   +0 22 36.2
 JA1713;SPC IN W     - 1,315,598.38  3,123,733.91   sFT  1.00000010   +0 22 36.2
 JA1713;UTM  16      - 4,301,236.920   544,866.519   MT  0.99962479   +0 19 28.0
 JA1713
 JA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4486601236(NAD 83)
 JA1713
 JA1713                          SUPERSEDED SURVEY CONTROL
 JA1713
 JA1713  NAD 83(1986)-  38 51 31.75773(N)    086 28 58.40210(W) AD(       ) 3
 JA1713  NAD 27      -  38 51 31.57200(N)    086 28 58.43300(W) AD(       ) 3
 JA1713
 JA1713.Superseded values are not recommended for survey control.
 JA1713
 JA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1713.See file dsdata.pdf to determine how the superseded data were derived.
 JA1713
 JA1713_MARKER: 90 = CHURCH SPIRE
 JA1713
 JA1713  HISTORY     - Date     Condition        Report By
 JA1713  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1713
 JA1713                          STATION DESCRIPTION
 JA1713
 JA1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1713'THIS IS AN INTERSECTION STATION.
 JA1713'
 JA1713'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED NEAR THE TOWN SQUARE
 JA1713'ON THE NORTHWEST CORNER OF 18TH AND I STREETS.  IT IS BUILT OF
 JA1713'STONE AND THE SPIRE IS ABOUT 115 FEET HIGH. IT WAS ERECTED IN 1893.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2121 ***********************************************************************
 JA2121  DESIGNATION -  BEDPORT
 JA2121  PID         -  JA2121
 JA2121  STATE/COUNTY-  IN/LAWRENCE
 JA2121  COUNTRY     -  US
 JA2121  USGS QUAD   -  BEDFORD EAST (2019)
 JA2121
 JA2121                         *CURRENT SURVEY CONTROL
 JA2121  ______________________________________________________________________
 JA2121* NAD 83(1997) POSITION- 38 50 18.71963(N) 086 26 28.71767(W)   ADJUSTED
 JA2121* NAD 83(1997) ELLIP HT-   187.502 (meters)        (05/25/99)   ADJUSTED
 JA2121* NAVD 88 ORTHO HEIGHT -   220.7   (meters)      724.    (feet) VERTCON3
 JA2121  ______________________________________________________________________
 JA2121  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JA2121  NAD 83(1997) X  -    308,786.350 (meters)                     COMP
 JA2121  NAD 83(1997) Y  - -4,965,141.775 (meters)                     COMP
 JA2121  NAD 83(1997) Z  -  3,978,488.344 (meters)                     COMP
 JA2121  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 JA2121  HORZ ORDER      -  THIRD
 JA2121  ELLP ORDER      -  FOURTH    CLASS I
 JA2121
 JA2121.This mark is at Virgil I Grisson Mun Airport (BFR)
 JA2121
 JA2121.The horizontal coordinates were established by GPS observations
 JA2121.and adjusted by the National Geodetic Survey in May 1999.
 JA2121
 JA2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2121
 JA2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2121.GEOID18 height accuracy estimate available here.
 JA2121
 JA2121.Click photographs - Photos may exist for this station.
 JA2121
 JA2121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2121
 JA2121.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2121
 JA2121.The ellipsoidal height was determined by GPS observations
 JA2121.and is referenced to NAD 83.
 JA2121
 JA2121. The following values were computed from the NAD 83(1997) position.
 JA2121
 JA2121;                    North         East     Units Scale Factor Converg.
 JA2121;SPC IN W     -   398,767.683   955,740.710   MT  1.00000491   +0 24 09.5
 JA2121;SPC IN W     - 1,308,290.31  3,135,625.98   sFT  1.00000491   +0 24 09.5
 JA2121;UTM  16      - 4,299,006.947   548,487.834   MT  0.99962895   +0 21 01.4
 JA2121
 JA2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2121!SPC IN W     -   0.99997058  x   1.00000491  =   0.99997549
 JA2121!UTM  16      -   0.99997058  x   0.99962895  =   0.99959954
 JA2121
 JA2121:                Primary Azimuth Mark                     Grid Az
 JA2121:SPC IN W     -  BEDPORT AZ MK                            304 11 12.4
 JA2121:UTM  16      -  BEDPORT AZ MK                            304 14 20.5
 JA2121
 JA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4848799006(NAD 83)
 JA2121
 JA2121|---------------------------------------------------------------------|
 JA2121| PID    Reference Object                     Distance      Geod. Az  |
 JA2121|                                                           dddmmss.s |
 JA2121| JA2122 BEDPORT AZ MK                       487.447 METERS 3043521.9 |
 JA2121|---------------------------------------------------------------------|
 JA2121
 JA2121                          SUPERSEDED SURVEY CONTROL
 JA2121
 JA2121  NAD 83(1986)-  38 50 18.72371(N)    086 26 28.72158(W) AD(       ) 3
 JA2121  NAD 27      -  38 50 18.53646(N)    086 26 28.75556(W) AD(       ) 3
 JA2121  NGVD 29 (02/23/89)  220.8    (m)  RAPSU86  model used  GPS OBS        
 JA2121
 JA2121.Superseded values are not recommended for survey control.
 JA2121
 JA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2121.See file dsdata.pdf to determine how the superseded data were derived.
 JA2121
 JA2121_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2121_STAMPING: BEDPORT 1986
 JA2121_MARK LOGO: NGS
 JA2121_PROJECTION: FLUSH
 JA2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2121+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 JA2121
 JA2121  HISTORY     - Date     Condition        Report By
 JA2121  HISTORY     - 1988     MONUMENTED       NGS
 JA2121  HISTORY     - 20031112 GOOD             SEC
 JA2121  HISTORY     - 20140715 GOOD             WOOLPT
 JA2121
 JA2121                          STATION DESCRIPTION
 JA2121
 JA2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2121'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF BEDFORD AND
 JA2121'AT THE VIRGIL I. GRISSOM MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 JA2121'BEDFORD, RT 18, BOX 338, BEDFORD, IN 47421, PHONE 812-275-7537.
 JA2121'AIRPORT MANAGER IS RALPH O. ROGERS.
 JA2121'TO REACH THE STATION FROM THE COURTHOUSE IN BEDFORD, GO EAST ON U.S.
 JA2121'HIGHWAY 50 FOR 1.8 KM (1.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 JA2121'GO SOUTHEAST ON PAVED ROAD FOR 4.0 KM (2.50 MI) TO AIRPORT ENTRANCE
 JA2121'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) TO
 JA2121'AIRPORT OFFICE.  PASS THRU GATE AND CROSS TARMAC AND TAXIWAY FOR 0.32
 JA2121'KM (0.20 MI) TO RUNWAY 24.  TURN LEFT AND GO WEST ON RUNWAY 24 FOR
 JA2121'0.24 KM (0.15 MI) TO WHERE RUNWAY 31 CROSSES RUNWAY 24 AND THE
 JA2121'STATION SET IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 JA2121'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---BEDPORT
 JA2121'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2121'FLUSH WITH THE GROUND.  LOCATED 23.2 M (76.1 FT) NORTHEAST FROM
 JA2121'CENTER OF RUNWAY 31, 21.3 M (69.9 FT) SOUTHEAST FROM CENTER OF RUNWAY
 JA2121'24, 4.3 M (14.1 FT) SOUTHEAST FROM A BLUE RUNWAY MARKER LIGHT, 4.1 M
 JA2121'(13.5 FT) NORTH-NORTHEAST FROM A YELLOW AND WHITE RUNWAY MARKER LIGHT
 JA2121'AND 0.46M (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JA2121'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2121'DESCRIBED BY D.A. BOWLING.
 JA2121
 JA2121                          STATION RECOVERY (2003)
 JA2121
 JA2121'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2003
 JA2121'RECOVERED IN GOOD CONDITION.
 JA2121
 JA2121                          STATION RECOVERY (2014)
 JA2121
 JA2121'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA2121'AIRPORT MANAGER IS NOW RAY SEXTON, PHONE 812-279-9839.  RUNWAY 6/24
 JA2121'HAS BEEN REHABILITATED AND MARK IS NOW 68.8 FT (21.0 M) SOUTHEAST OF
 JA2121'THE CENTERLINE.  BLUE MARKER LIGHT HAS BEEN REMOVED.  ALL OTHER TIES
 JA2121'REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2122 ***********************************************************************
 JA2122  DESIGNATION -  BEDPORT AZ MK
 JA2122  PID         -  JA2122
 JA2122  STATE/COUNTY-  IN/LAWRENCE
 JA2122  COUNTRY     -  US
 JA2122  USGS QUAD   -  BEDFORD EAST (2019)
 JA2122
 JA2122                         *CURRENT SURVEY CONTROL
 JA2122  ______________________________________________________________________
 JA2122* NAD 83(1997) POSITION- 38 50 27.69298(N) 086 26 45.35706(W)   ADJUSTED
 JA2122* NAD 83(1997) ELLIP HT-   185.616 (meters)        (05/25/99)   ADJUSTED
 JA2122* NAVD 88 ORTHO HEIGHT -   218.8   (meters)      718.    (feet) VERTCON3
 JA2122  ______________________________________________________________________
 JA2122  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 JA2122  NAD 83(1997) X  -    308,374.962 (meters)                     COMP
 JA2122  NAD 83(1997) Y  - -4,964,991.995 (meters)                     COMP
 JA2122  NAD 83(1997) Z  -  3,978,702.697 (meters)                     COMP
 JA2122  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 JA2122  HORZ ORDER      -  THIRD
 JA2122  ELLP ORDER      -  FOURTH    CLASS I
 JA2122
 JA2122.This mark is at Virgil I Grisson Mun Airport (BFR)
 JA2122
 JA2122.The horizontal coordinates were established by GPS observations
 JA2122.and adjusted by the National Geodetic Survey in May 1999.
 JA2122
 JA2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2122
 JA2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2122.GEOID18 height accuracy estimate available here.
 JA2122
 JA2122.Click photographs - Photos may exist for this station.
 JA2122
 JA2122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2122
 JA2122.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2122
 JA2122.The ellipsoidal height was determined by GPS observations
 JA2122.and is referenced to NAD 83.
 JA2122
 JA2122. The following values were computed from the NAD 83(1997) position.
 JA2122
 JA2122;                    North         East     Units Scale Factor Converg.
 JA2122;SPC IN W     -   399,041.577   955,337.487   MT  1.00000436   +0 23 59.1
 JA2122;SPC IN W     - 1,309,188.91  3,134,303.07   sFT  1.00000436   +0 23 59.1
 JA2122;UTM  16      - 4,299,281.106   548,085.012   MT  0.99962847   +0 20 51.0
 JA2122
 JA2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2122!SPC IN W     -   0.99997088  x   1.00000436  =   0.99997524
 JA2122!UTM  16      -   0.99997088  x   0.99962847  =   0.99959936
 JA2122
 JA2122:                Primary Azimuth Mark                     Grid Az
 JA2122:SPC IN W     -  BEDPORT                                  124 11 12.3
 JA2122:UTM  16      -  BEDPORT                                  124 14 20.4
 JA2122
 JA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4808599281(NAD 83)
 JA2122
 JA2122|---------------------------------------------------------------------|
 JA2122| PID    Reference Object                     Distance      Geod. Az  |
 JA2122|                                                           dddmmss.s |
 JA2122| JA2121 BEDPORT                             487.447 METERS 1243511.4 |
 JA2122|---------------------------------------------------------------------|
 JA2122
 JA2122                          SUPERSEDED SURVEY CONTROL
 JA2122
 JA2122  NAD 83(1986)-  38 50 27.69706(N)    086 26 45.36096(W) AD(       ) 3
 JA2122  NAD 27      -  38 50 27.50996(N)    086 26 45.39438(W) AD(       ) 3
 JA2122  NGVD 29 (02/23/89)  218.9    (m)  RAPSU86  model used  GPS OBS        
 JA2122
 JA2122.Superseded values are not recommended for survey control.
 JA2122
 JA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2122.See file dsdata.pdf to determine how the superseded data were derived.
 JA2122
 JA2122_MARKER: DR = REFERENCE MARK DISK
 JA2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2122_STAMPING: BEDPORT 1986
 JA2122_MARK LOGO: NGS
 JA2122_PROJECTION: PROJECTING 8 CENTIMETERS
 JA2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2122+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 JA2122
 JA2122  HISTORY     - Date     Condition        Report By
 JA2122  HISTORY     - 1988     MONUMENTED       NGS
 JA2122  HISTORY     - 20140715 GOOD             WOOLPT
 JA2122
 JA2122                          STATION DESCRIPTION
 JA2122
 JA2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2122'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF BEDFORD AND
 JA2122'AT THE VIRGIL I. GRISSOM MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 JA2122'BEDFORD, RT 18, BOX 338, BEDFORD, IN 47421, PHONE 812-275-7537.
 JA2122'AIRPORT MANAGER IS RALPH O. ROGERS.
 JA2122'TO REACH THE STATION FROM THE COURTHOUSE IN BEDFORD, GO EAST ON U.S.
 JA2122'HIGHWAY 50 FOR 1.8 KM (1.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 JA2122'GO SOUTHEAST ON PAVED ROAD FOR 4.0 KM (2.50 MI) TO AIRPORT ENTRANCE
 JA2122'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) TO
 JA2122'AIRPORT OFFICE.  PASS THRU GATE AND CROSS TARMAC AND TAXIWAY FOR 0.32
 JA2122'KM (0.20 MI) TO RUNWAY 24.  TURN LEFT AND GO WEST ON RUNWAY 24 FOR
 JA2122'0.24 KM (0.15 MI) TO WHERE RUNWAY 31 CROSSES RUNWAY 24.  TURN RIGHT
 JA2122'AND GO NORTHWEST ALONG RUNWAY 31 FOR 0.48 KM (0.30 MI) TO THE STATION
 JA2122'ON THE LEFT.
 JA2122'THE STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED---BEDPORT
 JA2122'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2122'FLUSH WITH THE GROUND.  LOCATED 17.7 M (58.1 FT) SOUTHWEST FROM
 JA2122'CENTER OF RUNWAY 31, 2.2 M (7.2 FT) SOUTHWEST FROM EDGE OF RUNWAY AND
 JA2122'0.6 M (2.0 FT) NORTHEAST FROM RUNWAY MARKER LIGHT R-18 AND FIBERGLASS
 JA2122'WITNESS POST.
 JA2122'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2122'DESCRIBED BY D.A. BOWLING.
 JA2122
 JA2122                          STATION RECOVERY (2014)
 JA2122
 JA2122'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA2122'AIRPORT MANAGER IS NOW RAY SEXTON, PHONE 812-279-9839.  RECOVERED AS
 JA2122'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0423 ***********************************************************************
 JA0423  DESIGNATION -  BEECH
 JA0423  PID         -  JA0423
 JA0423  STATE/COUNTY-  IN/CRAWFORD
 JA0423  COUNTRY     -  US
 JA0423  USGS QUAD   -  BEECHWOOD (2019)
 JA0423
 JA0423                         *CURRENT SURVEY CONTROL
 JA0423  ______________________________________________________________________
 JA0423* NAD 83(1997) POSITION- 38 12 20.65679(N) 086 25 00.33637(W)   ADJUSTED
 JA0423* NAVD 88 ORTHO HEIGHT -   215.694 (meters)      707.66  (feet) ADJUSTED
 JA0423  ______________________________________________________________________
 JA0423  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 JA0423  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JA0423  DYNAMIC HEIGHT  -        215.543 (meters)      707.16  (feet) COMP
 JA0423  MODELED GRAVITY -    979,921.5   (mgal)                       NAVD 88
 JA0423
 JA0423  HORZ ORDER      -  SECOND
 JA0423  VERT ORDER      -  FIRST     CLASS II
 JA0423
 JA0423.The horizontal coordinates were established by classical geodetic methods
 JA0423.and adjusted by the National Geodetic Survey in May 1999.
 JA0423
 JA0423.The orthometric height was determined by differential leveling and
 JA0423.adjusted by the NATIONAL GEODETIC SURVEY
 JA0423.in June 1991.
 JA0423
 JA0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0423.GEOID18 height accuracy estimate available here.
 JA0423
 JA0423.Click photographs - Photos may exist for this station.
 JA0423
 JA0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0423
 JA0423.The dynamic height is computed by dividing the NAVD 88
 JA0423.geopotential number by the normal gravity value computed on the
 JA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0423.degrees latitude (g = 980.6199 gals.).
 JA0423
 JA0423.The modeled gravity was interpolated from observed gravity values.
 JA0423
 JA0423. The following values were computed from the NAD 83(1997) position.
 JA0423
 JA0423;                    North         East     Units Scale Factor Converg.
 JA0423;SPC IN W     -   328,539.903   958,381.190   MT  1.00000863   +0 24 44.2
 JA0423;SPC IN W     - 1,077,884.67  3,144,288.95   sFT  1.00000863   +0 24 44.2
 JA0423;UTM  16      - 4,228,803.227   551,063.724   MT  0.99963211   +0 21 38.6
 JA0423
 JA0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0423!SPC IN W     -   0.99997136  x   1.00000863  =   0.99997999
 JA0423!UTM  16      -   0.99997136  x   0.99963211  =   0.99960348
 JA0423
 JA0423:                Primary Azimuth Mark                     Grid Az
 JA0423:SPC IN W     -  BEECH AZ MK                              112 43 26.6
 JA0423:UTM  16      -  BEECH AZ MK                              112 46 32.2
 JA0423
 JA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5106328803(NAD 83)
 JA0423
 JA0423|---------------------------------------------------------------------|
 JA0423| PID    Reference Object                     Distance      Geod. Az  |
 JA0423|                                                           dddmmss.s |
 JA0423| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX. 6.0 KM 0933853.5 |
 JA0423| JA0425 BEECH RM 1                           12.131 METERS 10621     |
 JA0423| JA0426 BEECH AZ MK                                        1130810.8 |
 JA0423| JA0424 BEECH RM 2                           12.701 METERS 18312     |
 JA0423|---------------------------------------------------------------------|
 JA0423
 JA0423                          SUPERSEDED SURVEY CONTROL
 JA0423
 JA0423  NAD 83(1993)-  38 12 20.65865(N)    086 25 00.33839(W) AD(       ) 2
 JA0423  NAD 83(1986)-  38 12 20.66280(N)    086 25 00.34145(W) AD(       ) 2
 JA0423  NAD 27      -  38 12 20.43400(N)    086 25 00.42100(W) AD(       ) 2
 JA0423  NGVD 29 (??/??/92)  215.809  (m)          708.03   (f) ADJ UNCH    1 2
 JA0423  NGVD 29             215.81   (m)          708.0    (f) LEVELING    3  
 JA0423
 JA0423.Superseded values are not recommended for survey control.
 JA0423
 JA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0423.See file dsdata.pdf to determine how the superseded data were derived.
 JA0423
 JA0423_MARKER: DS = TRIANGULATION STATION DISK
 JA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0423_STAMPING: BEECH 1947
 JA0423_MARK LOGO: CGS
 JA0423_PROJECTION: FLUSH
 JA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0423+STABILITY: SURFACE MOTION
 JA0423
 JA0423  HISTORY     - Date     Condition        Report By
 JA0423  HISTORY     - 1947     MONUMENTED       CGS
 JA0423  HISTORY     - 1965     GOOD             CGS
 JA0423  HISTORY     - 1965     GOOD             CGS
 JA0423
 JA0423                          STATION DESCRIPTION
 JA0423
 JA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA0423'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 62, ABOUT
 JA0423'5.4 MILES WEST OF LEAVENWORTH, AND 0.4 MILE EAST OF THE
 JA0423'BEECHWOOD STORE AND POST OFFICE VIA THE HIGHWAY. IT IS 33.6 FEET
 JA0423'SOUTH OF THE CENTERLINE OF THE HIGHWAY 8 FEET SOUTH-SOUTHEAST OF
 JA0423'A WITNESS POST, AND 7 FEET SOUTH OF A WIRE FENCE. THE MARK IS FLUSH
 JA0423'WITH THE GROUND, AND THE DISK IS STAMPED BEECH 1947.
 JA0423'
 JA0423'REFERENCE MARK NO. 1 IS 39.80 FEET EAST OF THE STATION, 27 FEET SOUTH
 JA0423'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A WIRE
 JA0423'FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 JA0423'BEECH NO 1 1947.
 JA0423'
 JA0423'REFERENCE MARK NO. 2 IS 41.67 FEET SOUTH OF THE STATION AND 1 FOOT
 JA0423'EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 JA0423'DISK IS STAMPED BEECH NO 2 1947.
 JA0423'
 JA0423'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION VIA THE HIGHWAY, 24
 JA0423'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET WEST
 JA0423'OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 JA0423'STAMPED BEECH 1947.
 JA0423'
 JA0423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0423
 JA0423                          STATION RECOVERY (1965)
 JA0423
 JA0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0423'THE STATION MARK, STAMPED BEECH 1947, IS ABOUT 3.75 MILES EAST ALONG
 JA0423'STATE HIGHWAY 62 FROM THE POST OFFICE AT SULPHUR, IN SECTION 4,
 JA0423'T 4 S, R 1 E, 33-1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JA0423'7 FEET SOUTH OF A WIRE FENCE, 7 FEET SOUTH OF A METAL WITNESS POST,
 JA0423'AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 JA0423'GROUND.
 JA0423'
 JA0423'R.M. 1, STAMPED BEECH NO 1 1947, 39.8 FEET EAST OF THE STATION, 27
 JA0423'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A
 JA0423'FENCE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 JA0423'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0423'ABOUT LEVEL WITH THE GROUND.
 JA0423'
 JA0423'R.M. 2, STAMPED BEECH NO 2 1947, 41.7 FEET SOUTH OF THE STATION,
 JA0423'1 FOOT EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 JA0423'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0423'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0423
 JA0423                          STATION RECOVERY (1965)
 JA0423
 JA0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0423'3.8 MI E FROM SULPHUR.
 JA0423'3.75 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0423'SULPHUR, IN SECTION 4, T 4 S, R 1 E, 33 1/2 FEET SOUTH OF THE
 JA0423'CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF A WIRE FENCE, 7.0
 JA0423'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JA0423'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0735 ***********************************************************************
 HA0735  DESIGNATION -  BEECH
 HA0735  PID         -  HA0735
 HA0735  STATE/COUNTY-  IN/SPENCER
 HA0735  COUNTRY     -  US
 HA0735  USGS QUAD   -  RICHLAND CITY (2019)
 HA0735
 HA0735                         *CURRENT SURVEY CONTROL
 HA0735  ______________________________________________________________________
 HA0735* NAD 83(1997) POSITION- 37 54 07.85994(N) 087 10 11.59172(W)   ADJUSTED
 HA0735* NAVD 88 ORTHO HEIGHT -   131.807 (meters)      432.44  (feet) ADJUSTED
 HA0735  ______________________________________________________________________
 HA0735  GEOID HEIGHT    -        -31.089 (meters)                     GEOID18
 HA0735  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 HA0735  DYNAMIC HEIGHT  -        131.718 (meters)      432.14  (feet) COMP
 HA0735  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 HA0735
 HA0735  HORZ ORDER      -  SECOND
 HA0735  VERT ORDER      -  FIRST     CLASS II
 HA0735
 HA0735.The horizontal coordinates were established by classical geodetic methods
 HA0735.and adjusted by the National Geodetic Survey in May 1999.
 HA0735
 HA0735.The orthometric height was determined by differential leveling and
 HA0735.adjusted by the NATIONAL GEODETIC SURVEY
 HA0735.in June 1991.
 HA0735
 HA0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0735.GEOID18 height accuracy estimate available here.
 HA0735
 HA0735.Click photographs - Photos may exist for this station.
 HA0735
 HA0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0735
 HA0735.The dynamic height is computed by dividing the NAVD 88
 HA0735.geopotential number by the normal gravity value computed on the
 HA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0735.degrees latitude (g = 980.6199 gals.).
 HA0735
 HA0735.The modeled gravity was interpolated from observed gravity values.
 HA0735
 HA0735. The following values were computed from the NAD 83(1997) position.
 HA0735
 HA0735;                    North         East     Units Scale Factor Converg.
 HA0735;SPC IN W     -   294,640.704   892,387.981   MT  0.99996738   -0 03 11.4
 HA0735;SPC IN W     -   966,667.04  2,927,776.23   sFT  0.99996738   -0 03 11.4
 HA0735;UTM  16      - 4,194,975.748   485,064.616   MT  0.99960275   -0 06 15.7
 HA0735
 HA0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0735!SPC IN W     -   0.99998420  x   0.99996738  =   0.99995158
 HA0735!UTM  16      -   0.99998420  x   0.99960275  =   0.99958695
 HA0735
 HA0735:                Primary Azimuth Mark                     Grid Az
 HA0735:SPC IN W     -  BEECH AZ MK                              269 05 01.9
 HA0735:UTM  16      -  BEECH AZ MK                              269 08 06.2
 HA0735
 HA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8506494975(NAD 83)
 HA0735
 HA0735|---------------------------------------------------------------------|
 HA0735| PID    Reference Object                     Distance      Geod. Az  |
 HA0735|                                                           dddmmss.s |
 HA0735| HA0734 BEECH RM 1                           37.633 METERS 07131     |
 HA0735| HA0736 BEECH RM 2                           35.906 METERS 14805     |
 HA0735| CG7129 BEECH AZ MK                                        2690150.5 |
 HA0735|---------------------------------------------------------------------|
 HA0735
 HA0735                          SUPERSEDED SURVEY CONTROL
 HA0735
 HA0735  NAD 83(1993)-  37 54 07.86192(N)    087 10 11.59098(W) AD(       ) 2
 HA0735  NAD 83(1986)-  37 54 07.86892(N)    087 10 11.59376(W) AD(       ) 2
 HA0735  NAD 27      -  37 54 07.69700(N)    087 10 11.59500(W) AD(       ) 2
 HA0735  NGVD 29 (??/??/92)  131.901  (m)          432.75   (f) ADJ UNCH    1 2
 HA0735  NGVD 29             131.90   (m)          432.7    (f) LEVELING    3  
 HA0735
 HA0735.Superseded values are not recommended for survey control.
 HA0735
 HA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0735.See file dsdata.pdf to determine how the superseded data were derived.
 HA0735
 HA0735_MARKER: DS = TRIANGULATION STATION DISK
 HA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0735_STAMPING: BEECH 1945
 HA0735_MARK LOGO: CGS
 HA0735_PROJECTION: RECESSED 30 CENTIMETERS
 HA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0735+STABILITY: SURFACE MOTION
 HA0735
 HA0735  HISTORY     - Date     Condition        Report By
 HA0735  HISTORY     - 1945     MONUMENTED       CGS
 HA0735  HISTORY     - 1965     GOOD             CGS
 HA0735  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0735  HISTORY     - 1965     GOOD             CGS
 HA0735  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0735
 HA0735                          STATION DESCRIPTION
 HA0735
 HA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA0735'STATION IS LOCATED ON A HIGH SAND BANK, ON THE S SIDE OF STATE
 HA0735'HIGHWAY 66, ABOUT 75 YARDS SSW OF THE INTERSECION OF THE TWO
 HA0735'HIGHWAYS, AND ABOUT 3 MILES E OF HATFIELD, AND ON LAND OWNED BY L.B.
 HA0735'OSBORN.  IT IS 234 FEET SSW OF THE JUNCTION OF STATE HIGHWAYS 66 AND
 HA0735'161, 18 FEET S OF THE EDGE OF THE S BANK OF HIGHWAY 66, AND 15 FEET E
 HA0735'OF A STANDARD WITNESS POST AND A N-S FENCE LINE.
 HA0735'
 HA0735'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---BEECH
 HA0735'1945---AND IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 HA0735'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 HA0735'
 HA0735'REFERENCE MARK 1 IS 123.47 FEET ENE OF THE STATION, 39 FEET S OF THE
 HA0735'APPROXIMATE CENTER OF STATE HIGHWAY 66.  IT IS A BRONZE REFERENCE
 HA0735'DISK IN CONCRETE, STAMPED---BEECH NO 1 1945---AND PROJECTS ABOUT 4
 HA0735'INCHES.
 HA0735'
 HA0735'REFERENCE MARK 2 IS 117.80 FEET SE OF THE STATION AND 69 FEET N OF
 HA0735'THE NW CORNER OF MR. OSBORNS HOUSE.  IT IS A BRONZE REFERENCE DISK
 HA0735'IN CONCRETE, STAMPED---BEECH NO 2 1945---AND PROJECTS ABOUT 3 INCHES.
 HA0735'
 HA0735'AZIMUTH MARK IS ABOUT 0.8 MILE W OF THE STATION, ON THE N SIDE OF
 HA0735'STATE HIGHWAY 66, 4 FEET E OF A STANDARD WITNESS POST, 26 FEET N OF
 HA0735'THE APPROXIMATE CENTER OF THE HIGHWAY, AND 17.5 FEET W OF TELEPHONE
 HA0735'POLE 971.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED---BEECH
 HA0735'1945---AND PROJECTS 4 INCHES.
 HA0735'
 HA0735'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HATFIELD, GO
 HA0735'E ON STATE HIGHWAY 66 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 HA0735'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO THE JUNCTION OF STATE
 HA0735'HIGHWAYS 66 AND 161 AND THE STATION AS DESCRIBED.
 HA0735'
 HA0735'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0735
 HA0735                          STATION RECOVERY (1965)
 HA0735
 HA0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0735'THE STATION MARK, STAMPED---BEECH 1945---IS ABOUT 3.1 MILES EAST
 HA0735'ALONG STATE HIGHWAY 66, FROM THE POST OFFICE AT HATFIELD, IN SECTION
 HA0735'22, T 7 S, R 7 E, AT THE JUNCTION OF STATE HIGHWAYS 66 AND 161, 123.4
 HA0735'FEET WEST OF BEECH R.M. 1, 117.0 FEET NORTHWEST OF BEECH R.M. 2, 70
 HA0735'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTHWEST OF A
 HA0735'FENCE, 16 1/2 FEET SOUTH OF A FENCE, 9 1/2 FEET SOUTH OF AN 8-INCH
 HA0735'ELM TREE, 2.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 30 FEET
 HA0735'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0735'1 FOOT BELOW THE SURFACE OF THE GROUND.
 HA0735'
 HA0735'R.M. 1, STAMPED---BEECH NO 1 1945---IS 123.4 FEET EAST OF BEECH 1945,
 HA0735'83 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING SOUTH, 43
 HA0735'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE
 HA0735'CENTER LINE OF A PRIVATE DRIVEWAY, 116 FEET WEST OF THE NORTHWEST
 HA0735'CORNER OF A TEXACO SERVICE STATION, 3 FEET EAST OF A STEEL POST
 HA0735'MARKING AN UNDERGROUND CABLE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 HA0735'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A CONCRETE
 HA0735'POST PROJECTING 4 INCHES.
 HA0735'
 HA0735'R.M. 2, STAMPED---BEECH NO 2 1945---IS 117.0 FEET SOUTHEAST OF BEECH
 HA0735'1945, 60 YARDS SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 66 AND
 HA0735'161, 175 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66, 68 FEET
 HA0735'NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, 77 FEET NORTH OF A
 HA0735'30-INCH ELM TREE ON THE WEST SIDE OF THE HOUSE, 9 FEET NORTHWEST OF
 HA0735'THE CENTER LINE OF A DRIVEWAY, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 HA0735'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 HA0735
 HA0735                          STATION RECOVERY (1965)
 HA0735
 HA0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0735'THE STATION MARK, STAMPED BEECH 1945, IS ABOUT 3.1 MILES EAST ALONG
 HA0735'STATE HIGHWAY 66, FROM THE POST OFFICE AT HATFIELD, IN SECTION 22,
 HA0735'T 7 S, R 7 E, AT THE JUNCTION OF STATE HIGHWAYS 66 AND 161, 123.4
 HA0735'FEET WEST OF BEECH R.M. 1, 117.0 FEET NORTHWEST OF BEECH R.M. 2,
 HA0735'70 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 HA0735'NORTHWEST OF A FENCE, 16-1/2 FEET SOUTH OF A FENCE, 9-1/2 FEET
 HA0735'SOUTH OF AN 8-INCH ELM TREE, 2.4 FEET SOUTHEAST OF A METAL
 HA0735'WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 HA0735'IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE SURFACE OF THE
 HA0735'GROUND.
 HA0735'
 HA0735'R.M. 1, STAMPED BEECH NO 1 1945, IS 123.4 FEET EAST OF BEECH 1945,
 HA0735'83 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING SOUTH,
 HA0735'43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF
 HA0735'THE CENTER LINE OF A PRIVATE DRIVEWAY, 116 FEET WEST OF THE
 HA0735'NORTHWEST CORNER OF A TEXACO SERVICE STATION, 3 FEET EAST OF A
 HA0735'STEEL POST MARKING AN UNDERGROUND CABLE, 1.0 FOOT NORTH OF A
 HA0735'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 HA0735'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0735'
 HA0735'R.M. 2, STAMPED BEECH NO 2 1945, IS 117.0 FEET SOUTHEAST OF BEECH
 HA0735'1945 60 YARDS SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 66 AND
 HA0735'161, 175 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66, 68 FEET
 HA0735'NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, 77 FEET NORTH OF A
 HA0735'30-INCH ELM TREE ON THE WEST SIDE OF THE HOUSE, 9 FEET NORTHWEST
 HA0735'OF THE CENTER LINE OF A DRIVEWAY, ABOUT 5 FEET ABOVE THE LEVEL OF
 HA0735'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 HA0735'INCHES.
 HA0735
 HA0735                          STATION RECOVERY (1965)
 HA0735
 HA0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0735'3.1 MI E FROM HATFIELD.
 HA0735'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0735'AT HATFIELD, IN SECTION 22, T 7 S, R 7 E, AT THE JUNCTION OF STATE
 HA0735'HIGHWAYS 66 AND 161, 123.4 FEET WEST OF BEECH R.M. 1, 117.0 FEET
 HA0735'NORTHWEST OF BEECH R.M. 2, 70 FEET SOUTH OF THE CENTER LINE OF
 HA0735'THE HIGHWAY, 48 FEET NORTHWEST OF A FENCE, 16 1/2 FEET SOUTH OF
 HA0735'A FENCE, 9 1/2 FEET SOUTH OF A 8-INCH ELM TREE, 2.4 FEET SOUTHEAST
 HA0735'OF A METAL WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE
 HA0735'HIGHWAY, SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 HA0735'SURFACE OF THE GROUND.
 HA0735
 HA0735                          STATION RECOVERY (1988)
 HA0735
 HA0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0735'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0426 ***********************************************************************
 JA0426  DESIGNATION -  BEECH AZ MK
 JA0426  PID         -  JA0426
 JA0426  STATE/COUNTY-  IN/CRAWFORD
 JA0426  COUNTRY     -  US
 JA0426  USGS QUAD   -  BEECHWOOD (2019)
 JA0426
 JA0426                         *CURRENT SURVEY CONTROL
 JA0426  ______________________________________________________________________
 JA0426* NAD 83(1986) POSITION- 38 12 16.     (N) 086 24 47.     (W)   SCALED
 JA0426* NAVD 88 ORTHO HEIGHT -   212.518 (meters)      697.24  (feet) ADJUSTED
 JA0426  ______________________________________________________________________
 JA0426  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 JA0426  DYNAMIC HEIGHT  -        212.368 (meters)      696.74  (feet) COMP
 JA0426  MODELED GRAVITY -    979,921.7   (mgal)                       NAVD 88
 JA0426
 JA0426  VERT ORDER      -  FIRST     CLASS II
 JA0426
 JA0426.The horizontal coordinates were scaled from a map and have
 JA0426.an estimated accuracy of +/- 6 seconds.
 JA0426
 JA0426.The orthometric height was determined by differential leveling and
 JA0426.adjusted by the NATIONAL GEODETIC SURVEY
 JA0426.in June 1991.
 JA0426
 JA0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0426.GEOID18 height accuracy estimate available here.
 JA0426
 JA0426.Click photographs - Photos may exist for this station.
 JA0426
 JA0426.The dynamic height is computed by dividing the NAVD 88
 JA0426.geopotential number by the normal gravity value computed on the
 JA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0426.degrees latitude (g = 980.6199 gals.).
 JA0426
 JA0426.The modeled gravity was interpolated from observed gravity values.
 JA0426
 JA0426;                    North         East    Units  Estimated Accuracy
 JA0426;SPC IN W     -   328,400.      958,710.      MT  (+/- 180 meters Scaled)
 JA0426
 JA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH513286(NAD 83)
 JA0426
 JA0426                          SUPERSEDED SURVEY CONTROL
 JA0426
 JA0426  NGVD 29 (??/??/92)  212.632  (m)          697.61   (f) ADJ UNCH    1 2
 JA0426
 JA0426.Superseded values are not recommended for survey control.
 JA0426
 JA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0426.See file dsdata.pdf to determine how the superseded data were derived.
 JA0426
 JA0426_MARKER: DZ = AZIMUTH MARK DISK
 JA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0426_STAMPING: BEECH 1947
 JA0426_MARK LOGO: CGS
 JA0426_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0426+STABILITY: SURFACE MOTION
 JA0426
 JA0426  HISTORY     - Date     Condition        Report By
 JA0426  HISTORY     - 1947     MONUMENTED       CGS
 JA0426  HISTORY     - 1965     GOOD             CGS
 JA0426  HISTORY     - 20170930 GOOD             GEOCAC
 JA0426
 JA0426                          STATION DESCRIPTION
 JA0426
 JA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0426'4 MI E FROM SULPHUR.
 JA0426'3.95 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0426'SULPHUR, IN SECTION 4, T 4 S, R 1 E, 208 FEET NORTHWEST OF THE
 JA0426'CENTER OF AN INTERSECTION OF THE HIGHWAY AND A DRIVEWAY LEADING
 JA0426'SOUTH, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 JA0426'WEST OF A TELEPHONE POLE, IN A FENCE LINE, 1 FOOT SOUTH OF A
 JA0426'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0426'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0426
 JA0426                          STATION RECOVERY (2017)
 JA0426
 JA0426'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0425 ***********************************************************************
 JA0425  DESIGNATION -  BEECH RM 1
 JA0425  PID         -  JA0425
 JA0425  STATE/COUNTY-  IN/CRAWFORD
 JA0425  COUNTRY     -  US
 JA0425  USGS QUAD   -  BEECHWOOD (2019)
 JA0425
 JA0425                         *CURRENT SURVEY CONTROL
 JA0425  ______________________________________________________________________
 JA0425* NAD 83(1986) POSITION- 38 12 20.55   (N) 086 24 59.86   (W)   HD_HELD1
 JA0425* NAVD 88 ORTHO HEIGHT -   215.984 (meters)      708.61  (feet) ADJUSTED
 JA0425  ______________________________________________________________________
 JA0425  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 JA0425  DYNAMIC HEIGHT  -        215.832 (meters)      708.11  (feet) COMP
 JA0425  MODELED GRAVITY -    979,921.5   (mgal)                       NAVD 88
 JA0425
 JA0425  VERT ORDER      -  FIRST     CLASS II
 JA0425
 JA0425.The horizontal coordinates were determined by differentially corrected
 JA0425.hand held GPS observations or other comparable positioning techniques
 JA0425.and have an estimated accuracy of +/- 3 meters.
 JA0425
 JA0425.The orthometric height was determined by differential leveling and
 JA0425.adjusted by the NATIONAL GEODETIC SURVEY
 JA0425.in June 1991.
 JA0425
 JA0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0425.GEOID18 height accuracy estimate available here.
 JA0425
 JA0425.Click photographs - Photos may exist for this station.
 JA0425
 JA0425.The dynamic height is computed by dividing the NAVD 88
 JA0425.geopotential number by the normal gravity value computed on the
 JA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0425.degrees latitude (g = 980.6199 gals.).
 JA0425
 JA0425.The modeled gravity was interpolated from observed gravity values.
 JA0425
 JA0425;                    North         East    Units  Estimated Accuracy
 JA0425;SPC IN W     -   328,536.7     958,392.8     MT  (+/- 3 meters HH1 GPS) 
 JA0425
 JA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5107528800(NAD 83)
 JA0425
 JA0425                          SUPERSEDED SURVEY CONTROL
 JA0425
 JA0425  NGVD 29 (??/??/92)  216.098  (m)          708.98   (f) ADJ UNCH    1 2
 JA0425
 JA0425.Superseded values are not recommended for survey control.
 JA0425
 JA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0425.See file dsdata.pdf to determine how the superseded data were derived.
 JA0425
 JA0425_MARKER: DR = REFERENCE MARK DISK
 JA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0425_STAMPING: BEECH NO 1 1947
 JA0425_MARK LOGO: CGS
 JA0425_PROJECTION: FLUSH
 JA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0425+STABILITY: SURFACE MOTION
 JA0425
 JA0425  HISTORY     - Date     Condition        Report By
 JA0425  HISTORY     - 1947     MONUMENTED       CGS
 JA0425  HISTORY     - 1965     GOOD             CGS
 JA0425
 JA0425                          STATION DESCRIPTION
 JA0425
 JA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0425'3.8 MI E FROM SULPHUR.
 JA0425'3.75 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0425'SULPHUR, IN SECTION 4, T 4 S, R 1 E, 39.8 FEET EAST OF BEECH
 JA0425'1947, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 JA0425'SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT
 JA0425'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0425'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0734 ***********************************************************************
 HA0734  DESIGNATION -  BEECH RM 1
 HA0734  PID         -  HA0734
 HA0734  STATE/COUNTY-  IN/SPENCER
 HA0734  COUNTRY     -  US
 HA0734  USGS QUAD   -  RICHLAND CITY (2019)
 HA0734
 HA0734                         *CURRENT SURVEY CONTROL
 HA0734  ______________________________________________________________________
 HA0734* NAD 83(1986) POSITION- 37 54 08.24   (N) 087 10 10.12   (W)   HD_HELD1
 HA0734* NAVD 88 ORTHO HEIGHT -   129.084 (meters)      423.50  (feet) ADJUSTED
 HA0734  ______________________________________________________________________
 HA0734  GEOID HEIGHT    -        -31.089 (meters)                     GEOID18
 HA0734  DYNAMIC HEIGHT  -        128.997 (meters)      423.22  (feet) COMP
 HA0734  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 HA0734
 HA0734  VERT ORDER      -  FIRST     CLASS II
 HA0734
 HA0734.The horizontal coordinates were determined by differentially corrected
 HA0734.hand held GPS observations or other comparable positioning techniques
 HA0734.and have an estimated accuracy of +/- 3 meters.
 HA0734
 HA0734.The orthometric height was determined by differential leveling and
 HA0734.adjusted by the NATIONAL GEODETIC SURVEY
 HA0734.in June 1991.
 HA0734
 HA0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0734.GEOID18 height accuracy estimate available here.
 HA0734
 HA0734.Click photographs - Photos may exist for this station.
 HA0734
 HA0734.The dynamic height is computed by dividing the NAVD 88
 HA0734.geopotential number by the normal gravity value computed on the
 HA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0734.degrees latitude (g = 980.6199 gals.).
 HA0734
 HA0734.The modeled gravity was interpolated from observed gravity values.
 HA0734
 HA0734;                    North         East    Units  Estimated Accuracy
 HA0734;SPC IN W     -   294,652.4     892,423.9     MT  (+/- 3 meters HH1 GPS) 
 HA0734
 HA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8510094987(NAD 83)
 HA0734
 HA0734                          SUPERSEDED SURVEY CONTROL
 HA0734
 HA0734  NGVD 29 (??/??/92)  129.179  (m)          423.81   (f) ADJ UNCH    1 2
 HA0734
 HA0734.Superseded values are not recommended for survey control.
 HA0734
 HA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0734.See file dsdata.pdf to determine how the superseded data were derived.
 HA0734
 HA0734_MARKER: DR = REFERENCE MARK DISK
 HA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0734_STAMPING: BEECH NO 1 1945
 HA0734_MARK LOGO: CGS
 HA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0734+STABILITY: SURFACE MOTION
 HA0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0734+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 HA0734
 HA0734  HISTORY     - Date     Condition        Report By
 HA0734  HISTORY     - 1945     MONUMENTED       CGS
 HA0734  HISTORY     - 1965     GOOD             CGS
 HA0734  HISTORY     - 1988     GOOD             USPSQD
 HA0734  HISTORY     - 20100804 GOOD             GEOCAC
 HA0734
 HA0734                          STATION DESCRIPTION
 HA0734
 HA0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0734'3.1 MI E FROM HATFIELD.
 HA0734'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0734'AT HATFIELD, IN SECTION 22, T 7 S, R 7 W, 83 FEET WEST OF THE
 HA0734'CENTER LINE OF AN ASPHALT ROAD LEADING SOUTH, 43 FEET SOUTH OF
 HA0734'THE CENTER LINE OF THE HIGHWAY, 123.4 FEET EAST OF BEECH 1945,
 HA0734'15 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 116 FEET
 HA0734'WEST OF THE NORTHWEST CORNER OF A TEXACO SERVICE STATION, 3 FEET
 HA0734'EAST OF A STEEL POST MARKING AN UNDERGROUND CABLE, 1.0 FOOT
 HA0734'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 HA0734'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HA0734'INCHES.
 HA0734
 HA0734                          STATION RECOVERY (1988)
 HA0734
 HA0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0734'RECOVERED IN GOOD CONDITION.
 HA0734
 HA0734                          STATION RECOVERY (2010)
 HA0734
 HA0734'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0734'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0424 ***********************************************************************
 JA0424  DESIGNATION -  BEECH RM 2
 JA0424  PID         -  JA0424
 JA0424  STATE/COUNTY-  IN/CRAWFORD
 JA0424  COUNTRY     -  US
 JA0424  USGS QUAD   -  BEECHWOOD (2019)
 JA0424
 JA0424                         *CURRENT SURVEY CONTROL
 JA0424  ______________________________________________________________________
 JA0424* NAD 83(1986) POSITION- 38 12 20.25   (N) 086 25 00.37   (W)   HD_HELD1
 JA0424* NAVD 88 ORTHO HEIGHT -   215.750 (meters)      707.84  (feet) ADJUSTED
 JA0424  ______________________________________________________________________
 JA0424  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 JA0424  DYNAMIC HEIGHT  -        215.598 (meters)      707.34  (feet) COMP
 JA0424  MODELED GRAVITY -    979,921.5   (mgal)                       NAVD 88
 JA0424
 JA0424  VERT ORDER      -  FIRST     CLASS II
 JA0424
 JA0424.The horizontal coordinates were determined by differentially corrected
 JA0424.hand held GPS observations or other comparable positioning techniques
 JA0424.and have an estimated accuracy of +/- 3 meters.
 JA0424
 JA0424.The orthometric height was determined by differential leveling and
 JA0424.adjusted by the NATIONAL GEODETIC SURVEY
 JA0424.in June 1991.
 JA0424
 JA0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0424.GEOID18 height accuracy estimate available here.
 JA0424
 JA0424.Click photographs - Photos may exist for this station.
 JA0424
 JA0424.The dynamic height is computed by dividing the NAVD 88
 JA0424.geopotential number by the normal gravity value computed on the
 JA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0424.degrees latitude (g = 980.6199 gals.).
 JA0424
 JA0424.The modeled gravity was interpolated from observed gravity values.
 JA0424
 JA0424;                    North         East    Units  Estimated Accuracy
 JA0424;SPC IN W     -   328,527.4     958,380.5     MT  (+/- 3 meters HH1 GPS) 
 JA0424
 JA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5106228790(NAD 83)
 JA0424
 JA0424                          SUPERSEDED SURVEY CONTROL
 JA0424
 JA0424  NGVD 29 (??/??/92)  215.865  (m)          708.22   (f) ADJ UNCH    1 2
 JA0424
 JA0424.Superseded values are not recommended for survey control.
 JA0424
 JA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0424.See file dsdata.pdf to determine how the superseded data were derived.
 JA0424
 JA0424_MARKER: DR = REFERENCE MARK DISK
 JA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0424_STAMPING: BEECH NO 2 1947
 JA0424_MARK LOGO: CGS
 JA0424_PROJECTION: FLUSH
 JA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0424+STABILITY: SURFACE MOTION
 JA0424
 JA0424  HISTORY     - Date     Condition        Report By
 JA0424  HISTORY     - 1947     MONUMENTED       CGS
 JA0424  HISTORY     - 1965     GOOD             CGS
 JA0424
 JA0424                          STATION DESCRIPTION
 JA0424
 JA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0424'3.8 MI E FROM SULPHUR.
 JA0424'3.75 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0424'SULPHUR, IN SECTION 4, T 4 S, R 1 E, 41.7 FEET SOUTH OF BEECH
 JA0424'1947, 1 FOOT EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 JA0424'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JA0424'TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0736 ***********************************************************************
 HA0736  DESIGNATION -  BEECH RM 2
 HA0736  PID         -  HA0736
 HA0736  STATE/COUNTY-  IN/SPENCER
 HA0736  COUNTRY     -  US
 HA0736  USGS QUAD   -  RICHLAND CITY (2019)
 HA0736
 HA0736                         *CURRENT SURVEY CONTROL
 HA0736  ______________________________________________________________________
 HA0736* NAD 83(1986) POSITION- 37 54 06.87   (N) 087 10 10.81   (W)   HD_HELD1
 HA0736* NAVD 88 ORTHO HEIGHT -   130.114 (meters)      426.88  (feet) ADJUSTED
 HA0736  ______________________________________________________________________
 HA0736  GEOID HEIGHT    -        -31.088 (meters)                     GEOID18
 HA0736  DYNAMIC HEIGHT  -        130.026 (meters)      426.59  (feet) COMP
 HA0736  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 HA0736
 HA0736  VERT ORDER      -  FIRST     CLASS II
 HA0736
 HA0736.The horizontal coordinates were determined by differentially corrected
 HA0736.hand held GPS observations or other comparable positioning techniques
 HA0736.and have an estimated accuracy of +/- 3 meters.
 HA0736
 HA0736.The orthometric height was determined by differential leveling and
 HA0736.adjusted by the NATIONAL GEODETIC SURVEY
 HA0736.in June 1991.
 HA0736
 HA0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0736.GEOID18 height accuracy estimate available here.
 HA0736
 HA0736.Click photographs - Photos may exist for this station.
 HA0736
 HA0736.The dynamic height is computed by dividing the NAVD 88
 HA0736.geopotential number by the normal gravity value computed on the
 HA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0736.degrees latitude (g = 980.6199 gals.).
 HA0736
 HA0736.The modeled gravity was interpolated from observed gravity values.
 HA0736
 HA0736;                    North         East    Units  Estimated Accuracy
 HA0736;SPC IN W     -   294,610.2     892,407.1     MT  (+/- 3 meters HH1 GPS) 
 HA0736
 HA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8508394945(NAD 83)
 HA0736
 HA0736                          SUPERSEDED SURVEY CONTROL
 HA0736
 HA0736  NGVD 29 (??/??/92)  130.209  (m)          427.19   (f) ADJ UNCH    1 2
 HA0736
 HA0736.Superseded values are not recommended for survey control.
 HA0736
 HA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0736.See file dsdata.pdf to determine how the superseded data were derived.
 HA0736
 HA0736_MARKER: DR = REFERENCE MARK DISK
 HA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0736_STAMPING: BEECH NO 2 1945
 HA0736_MARK LOGO: CGS
 HA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0736+STABILITY: SURFACE MOTION
 HA0736
 HA0736  HISTORY     - Date     Condition        Report By
 HA0736  HISTORY     - 1945     MONUMENTED       CGS
 HA0736  HISTORY     - 1965     GOOD             CGS
 HA0736  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0736
 HA0736                          STATION DESCRIPTION
 HA0736
 HA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0736'3.1 MI E FROM HATFIELD.
 HA0736'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0736'AT HATFIELD, IN SECTION 22, T 7 S, R 7 W, 60 YARDS SOUTHWEST OF
 HA0736'THE JUNCTION OF STATE HIGHWAY 66 AND STATE HIGHWAY 161, 175 FEET
 HA0736'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66, 68 FEET NORTH OF
 HA0736'THE NORTHWEST CORNER OF A FRAME HOUSE, 77 FEET NORTH OF A
 HA0736'30-INCH ELM TREE ON THE WEST SIDE OF THE HOUSE, 9 FEET NORTHWEST
 HA0736'OF THE CENTER LINE OF A DRIVEWAY, ABOUT 5 FEET ABOVE THE LEVEL
 HA0736'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0736'7 INCHES.
 HA0736
 HA0736                          STATION RECOVERY (1988)
 HA0736
 HA0736'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1730 ***********************************************************************
 MD1730  DESIGNATION -  BELLOWS
 MD1730  PID         -  MD1730
 MD1730  STATE/COUNTY-  IN/ELKHART
 MD1730  COUNTRY     -  US
 MD1730  USGS QUAD   -  MOTTVILLE (2017)
 MD1730
 MD1730                         *CURRENT SURVEY CONTROL
 MD1730  ______________________________________________________________________
 MD1730* NAD 83(1997) POSITION- 41 45 33.11541(N) 085 49 39.75659(W)   ADJUSTED
 MD1730* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 MD1730  ______________________________________________________________________
 MD1730  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 MD1730  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 MD1730  HORZ ORDER      -  FIRST
 MD1730
 MD1730.The horizontal coordinates were established by classical geodetic methods
 MD1730.and adjusted by the National Geodetic Survey in May 1999.
 MD1730
 MD1730.The orthometric height was scaled from a topographic map.
 MD1730
 MD1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1730.GEOID18 height accuracy estimate available here.
 MD1730
 MD1730.Click photographs - Photos may exist for this station.
 MD1730
 MD1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1730
 MD1730. The following values were computed from the NAD 83(1997) position.
 MD1730
 MD1730;                    North         East     Units Scale Factor Converg.
 MD1730;SPC IN E     -   722,885.483    86,607.683   MT  0.99996887   -0 06 26.1
 MD1730;SPC IN E     - 2,371,666.79    284,145.37   sFT  0.99996887   -0 06 26.1
 MD1730;UTM  16      - 4,623,704.918   597,452.205   MT  0.99971686   +0 46 50.9
 MD1730
 MD1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1730!SPC IN E     -   0.99996777  x   0.99996887  =   0.99993664
 MD1730!UTM  16      -   0.99996777  x   0.99971686  =   0.99968464
 MD1730
 MD1730:                Primary Azimuth Mark                     Grid Az
 MD1730:SPC IN E     -  JOSEPH                                   090 06 35.1
 MD1730:UTM  16      -  JOSEPH                                   089 13 18.1
 MD1730
 MD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9745223704(NAD 83)
 MD1730
 MD1730|---------------------------------------------------------------------|
 MD1730| PID    Reference Object                     Distance      Geod. Az  |
 MD1730|                                                           dddmmss.s |
 MD1730| CC7801 BELLOWS AZ MK                                      0002013.3 |
 MD1730| CC7802 BELLOWS RM 1                         27.865 METERS 02850     |
 MD1730| MD1733 JOSEPH                              APPROX. 6.5 KM 0900009.0 |
 MD1730| CC7803 BELLOWS RM 2                         29.185 METERS 11944     |
 MD1730|---------------------------------------------------------------------|
 MD1730
 MD1730                          SUPERSEDED SURVEY CONTROL
 MD1730
 MD1730  NAD 83(1994)-  41 45 33.11609(N)    085 49 39.75841(W) AD(       ) 1
 MD1730  NAD 83(1986)-  41 45 33.11609(N)    085 49 39.76332(W) AD(       ) 1
 MD1730  NAD 27      -  41 45 32.93560(N)    085 49 39.77940(W) AD(       ) 1
 MD1730
 MD1730.Superseded values are not recommended for survey control.
 MD1730
 MD1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1730.See file dsdata.pdf to determine how the superseded data were derived.
 MD1730
 MD1730_MARKER: DS = TRIANGULATION STATION DISK
 MD1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1730_STAMPING: BELLOWS 1947
 MD1730_MARK LOGO: CGS
 MD1730_PROJECTION: FLUSH
 MD1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1730+STABILITY: SURFACE MOTION
 MD1730
 MD1730  HISTORY     - Date     Condition        Report By
 MD1730  HISTORY     - 1947     MONUMENTED       CGS
 MD1730  HISTORY     - 1980     GOOD             IN-039
 MD1730  HISTORY     - 1981     GOOD             MIDH
 MD1730
 MD1730                          STATION DESCRIPTION
 MD1730
 MD1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1730'STATION IS LOCATED ABOUT 3 MILES NORTH OF BRISTOL ON THE
 MD1730'INDIANA-MICHIGAN STATE LINE.  IT IS IN THE EAST-WEST BOUNDARY FENCE
 MD1730'LINE 65 FEET WEST OF THE CENTER OF THE ROAD AND 4 FEET EAST OF A WHITE
 MD1730'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BELLOWS 1947.
 MD1730'
 MD1730'REFERENCE MARK NO. 1 IS 91.42 FEET NORTHEAST OF THE STATION IN THE
 MD1730'WEST ROAD RIGHT-OF-WAY FENCE LINE.  IT IS 27 FEET WEST OF THE CENTER
 MD1730'OF THE ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1730'BELLOWS NO 1 1947.
 MD1730'
 MD1730'REFERENCE MARK NO. 2 IS 95.75 FEET SOUTHEAST OF THE STATION IN THE
 MD1730'EAST ROAD RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1730'AND THE DISK IS STAMPED BELLOWS NO 2 1947.
 MD1730'
 MD1730'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 75 FEET
 MD1730'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. BELLOWS HOUSE, 70 FEET WEST
 MD1730'OF THE CENTER OF THE ROAD, 17 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 MD1730'AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MD1730'INCHES AND THE DISK IS STAMPED BELLOWS 1947.
 MD1730'
 MD1730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 120
 MD1730'AND A PAVED ROAD NORTH IN BRISTOL, GO NORTH ON PAVED ROAD FOR 0.25
 MD1730'MILE TO A FORK, TAKE LEFT FORK AND GO 2.0 MILES TO A FORK, TAKE RIGHT
 MD1730'FORK AND GO NORTH 0.4 MILE TO THE INDIANA-MICHIGAN STATE LINE AND
 MD1730'STATION AS DESCRIBED, CONTINUE NORTH 0.2 MILE TO MR. BELLOWS HOUSE ON
 MD1730'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 MD1730'
 MD1730'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1730
 MD1730                          STATION RECOVERY (1980)
 MD1730
 MD1730'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1730'BELLOWS 1947 FOUND AS DESCRIBED.  BELLOWS NO. 1 1947 FOUND AS
 MD1730'DESCRIBED.  BELLOWS NO. 2 1947 FOUND AS DESCRIBED.  AZIMUTH MARK
 MD1730'SEARCHED FOR BUT NOT FOUND.  RECENT SUBDIVISION DEVELOPMENT IN AREA.
 MD1730'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF BRISTOL,
 MD1730'INDIANA.
 MD1730
 MD1730                          STATION RECOVERY (1981)
 MD1730
 MD1730'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (DRW)
 MD1730'STATION MARK, REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 MD1730'AZIMUTH MARK NOT FOUND.  OWNER IS NOW RUTH SOUDERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2572 ***********************************************************************
 ME2572  DESIGNATION -  BELSHAW
 ME2572  PID         -  ME2572
 ME2572  STATE/COUNTY-  IN/LAKE
 ME2572  COUNTRY     -  US
 ME2572  USGS QUAD   -  LOWELL (2019)
 ME2572
 ME2572                         *CURRENT SURVEY CONTROL
 ME2572  ______________________________________________________________________
 ME2572* NAD 83(1997) POSITION- 41 15 12.75585(N) 087 28 02.64892(W)   ADJUSTED
 ME2572* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2572  ______________________________________________________________________
 ME2572  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 ME2572  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 ME2572  HORZ ORDER      -  THIRD
 ME2572
 ME2572.The horizontal coordinates were established by classical geodetic methods
 ME2572.and adjusted by the National Geodetic Survey in May 1999.
 ME2572
 ME2572.The orthometric height was scaled from a topographic map.
 ME2572
 ME2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2572.GEOID18 height accuracy estimate available here.
 ME2572
 ME2572.Click photographs - Photos may exist for this station.
 ME2572
 ME2572.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2572
 ME2572. The following values were computed from the NAD 83(1997) position.
 ME2572
 ME2572;                    North         East     Units Scale Factor Converg.
 ME2572;SPC IN W     -   666,785.991   867,811.457   MT  0.99997941   -0 15 11.7
 ME2572;SPC IN W     - 2,187,613.71  2,847,144.76   sFT  0.99997941   -0 15 11.7
 ME2572;UTM  16      - 4,567,008.714   460,841.699   MT  0.99961887   -0 18 29.5
 ME2572
 ME2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2572!SPC IN W     -   0.99997248  x   0.99997941  =   0.99995189
 ME2572!UTM  16      -   0.99997248  x   0.99961887  =   0.99959136
 ME2572
 ME2572:                Primary Azimuth Mark                     Grid Az
 ME2572:SPC IN W     -  BELSHAW AZ MK                            001 17 12.3
 ME2572:UTM  16      -  BELSHAW AZ MK                            001 20 30.1
 ME2572
 ME2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6084167008(NAD 83)
 ME2572
 ME2572|---------------------------------------------------------------------|
 ME2572| PID    Reference Object                     Distance      Geod. Az  |
 ME2572|                                                           dddmmss.s |
 ME2572| CM2761 BELSHAW AZ MK                                      0010200.6 |
 ME2572| CM2762 BELSHAW RM 1                         19.504 METERS 02116     |
 ME2572| CM2763 BELSHAW RM 2                         15.680 METERS 15327     |
 ME2572|---------------------------------------------------------------------|
 ME2572
 ME2572                          SUPERSEDED SURVEY CONTROL
 ME2572
 ME2572  NAD 83(1986)-  41 15 12.75996(N)    087 28 02.65423(W) AD(       ) 3
 ME2572  NAD 27      -  41 15 12.63240(N)    087 28 02.53830(W) AD(       ) 3
 ME2572
 ME2572.Superseded values are not recommended for survey control.
 ME2572
 ME2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2572.See file dsdata.pdf to determine how the superseded data were derived.
 ME2572
 ME2572_MARKER: DS = TRIANGULATION STATION DISK
 ME2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2572_STAMPING: BELSHAW 1952
 ME2572_MARK LOGO: CGS
 ME2572_PROJECTION: FLUSH
 ME2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2572+STABILITY: SURFACE MOTION
 ME2572
 ME2572  HISTORY     - Date     Condition        Report By
 ME2572  HISTORY     - 1952     MONUMENTED       CGS
 ME2572  HISTORY     - 1968     GOOD             CGS
 ME2572
 ME2572                          STATION DESCRIPTION
 ME2572
 ME2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2572'STATION IS LOCATED 10 MILES SOUTH OF COOK, 4 MILES NORTHWEST OF
 ME2572'SCHNEIDER AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 2
 ME2572'(WEST) AND A PAVED ROAD (EAST) IN AN ISLAND BETWEEN THE EAST AND WEST
 ME2572'LANE OF HIGHWAY 41.  IT IS 575 FEET NORTH OF THE INTERSECTION, 41 FEET
 ME2572'WEST OF THE CENTER OF THE EAST LANE OF THE HIGHWAY, 33 FEET SOUTH OF
 ME2572'THE CENTER OF A CONNECTING LANE AND 30 FEET EAST OF THE CENTER OF THE
 ME2572'WEST LANE OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2572'BELSHAW 1952.
 ME2572'
 ME2572'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE CENTER OF THE EAST LANE OF
 ME2572'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED BELSHAW NO 1
 ME2572'1952.
 ME2572'
 ME2572'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE EAST LANE OF
 ME2572'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED BELSHAW NO 2
 ME2572'1952.
 ME2572'
 ME2572'AZIMUTH MARK IS 35 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 34
 ME2572'FEET EAST OF THE CENTER OF THE EAST LANE OF THE HIGHWAY, 10 FEET SOUTH
 ME2572'OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTHWEST OF A POWER LINE POLE.
 ME2572'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELSHAW 1952.
 ME2572'
 ME2572'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. HIGHWAY 41
 ME2572'FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2572'
 ME2572'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2572
 ME2572                          STATION RECOVERY (1968)
 ME2572
 ME2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2572'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2572'THE BELOW CHANGES.
 ME2572'
 ME2572'THE STATION MARK IS 18 FT (5.5 M) SOUTH OF THE CENTERLINE OF THE
 ME2572'CROSS-OVER INSTEAD OF 33 FT (10.1 M) AND 1 FT (0.3 M) BELOW THE
 ME2572'SURFACE OF THE GROUND.
 ME2572'
 ME2572'REFERENCE MARK 1 IS 39 FT (11.9 M) NORTH OF THE CENTERLINE OF THE
 ME2572'CROSS-OVER AND ABOUT 3 INCHES (8 CM) UNDERGROUND.
 ME2572'
 ME2572'THE AZIMUTH MARK IS 2 FT (0.6 M) WEST OF A POWER POLE AND 1 FT (0.3 M)
 ME2572'NORTHWEST OF A METAL WITNESS POST.
 ME2572'
 ME2572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MI (6.4 KM) NORTH
 ME2572'OF SCHNEIDER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2253 ***********************************************************************
 HZ2253  TIDAL BM    -  This is a Tidal Bench Mark.
 HZ2253  DESIGNATION -  BEND
 HZ2253  PID         -  HZ2253
 HZ2253  STATE/COUNTY-  IN/HARRISON
 HZ2253  COUNTRY     -  US
 HZ2253  USGS QUAD   -  LANESVILLE (2019)
 HZ2253
 HZ2253                         *CURRENT SURVEY CONTROL
 HZ2253  ______________________________________________________________________
 HZ2253* NAD 83(1997) POSITION- 38 09 53.29503(N) 085 56 26.36376(W)   ADJUSTED
 HZ2253* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 HZ2253  ______________________________________________________________________
 HZ2253  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 HZ2253  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 HZ2253  HORZ ORDER      -  SECOND
 HZ2253
 HZ2253.The horizontal coordinates were established by classical geodetic methods
 HZ2253.and adjusted by the National Geodetic Survey in May 1999.
 HZ2253
 HZ2253.The orthometric height was scaled from a topographic map.
 HZ2253
 HZ2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2253.GEOID18 height accuracy estimate available here.
 HZ2253
 HZ2253.This Tidal Bench Mark is designated as VM 23181
 HZ2253.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HZ2253
 HZ2253.Click photographs - Photos may exist for this station.
 HZ2253
 HZ2253.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2253
 HZ2253. The following values were computed from the NAD 83(1997) position.
 HZ2253
 HZ2253;                    North         East     Units Scale Factor Converg.
 HZ2253;SPC IN E     -   323,821.832    75,989.524   MT  0.99997376   -0 10 09.5
 HZ2253;SPC IN E     - 1,062,405.46    249,308.96   sFT  0.99997376   -0 10 09.5
 HZ2253;UTM  16      - 4,224,630.791   592,800.255   MT  0.99970606   +0 39 16.7
 HZ2253
 HZ2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2253!SPC IN E     -   0.99996238  x   0.99997376  =   0.99993614
 HZ2253!UTM  16      -   0.99996238  x   0.99970606  =   0.99966845
 HZ2253
 HZ2253:                Primary Azimuth Mark                     Grid Az
 HZ2253:SPC IN E     -  BLACK                                    283 36 00.7
 HZ2253:UTM  16      -  BLACK                                    282 46 34.5
 HZ2253
 HZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9280024630(NAD 83)
 HZ2253
 HZ2253|---------------------------------------------------------------------|
 HZ2253| PID    Reference Object                     Distance      Geod. Az  |
 HZ2253|                                                           dddmmss.s |
 HZ2253| CG7148 BEND AZ MK                                         0051633.4 |
 HZ2253| CG7149 BEND RM 1                            27.243 METERS 24423     |
 HZ2253| HZ2252 BLACK                               APPROX. 3.0 KM 2832551.2 |
 HZ2253| CG7150 BEND RM 2                            24.094 METERS 35239     |
 HZ2253|---------------------------------------------------------------------|
 HZ2253
 HZ2253                          SUPERSEDED SURVEY CONTROL
 HZ2253
 HZ2253  NAD 83(1993)-  38 09 53.29519(N)    085 56 26.36454(W) AD(       ) 2
 HZ2253  NAD 83(1986)-  38 09 53.29994(N)    085 56 26.37148(W) AD(       ) 2
 HZ2253  NAD 27      -  38 09 53.04100(N)    085 56 26.49400(W) AD(       ) 2
 HZ2253
 HZ2253.Superseded values are not recommended for survey control.
 HZ2253
 HZ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2253.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2253
 HZ2253_MARKER: DS = TRIANGULATION STATION DISK
 HZ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2253_STAMPING: BEND 1947
 HZ2253_MARK LOGO: CGS
 HZ2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2253+STABILITY: SURFACE MOTION
 HZ2253
 HZ2253  HISTORY     - Date     Condition        Report By
 HZ2253  HISTORY     - 1947     MONUMENTED       CGS
 HZ2253  HISTORY     - 1976     GOOD             NGS
 HZ2253
 HZ2253                          STATION DESCRIPTION
 HZ2253
 HZ2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2253'THE STATION IS LOCATED ON A SMALL KNOLL BESIDE STATE HIGHWAY 11,
 HZ2253'ABOUT 3-1/4 MILES NORTH-NORTHEAST OF ELIZABETH AND 2 MILES
 HZ2253'WEST-SOUTHWEST OF BRIDGEPORT. IT IS 6.5 FEET EAST OF A WITNESS POST.
 HZ2253'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BEND 1947.
 HZ2253'
 HZ2253'REFERENCE MARK NO. 1 IS 89.38 FEET SLOPE MEASUREMENT SOUTHWEST OF THE
 HZ2253'STATION. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 HZ2253'BEND NO 1 1947.
 HZ2253'
 HZ2253'REFERENCE MARK NO. 2 IS 79.05 FEET NORTH-NORTHWEST OF THE STATION.
 HZ2253'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BEND NO
 HZ2253'2 1947.
 HZ2253'
 HZ2253'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 74 FEET EAST OF
 HZ2253'THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 29 FEET NORTH OF
 HZ2253'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 2 FEET WEST OF A
 HZ2253'WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2253'STAMPED BEND 1947.
 HZ2253'
 HZ2253'TO REACH THE STATION FROM WHERE STATE HIGHWAY 11 TURNS FROM NORTH TO
 HZ2253'EAST IN ELIZABETH, GO EAST ON THE HIGHWAY FOR 3.8 MILES TO A
 HZ2253'SIDE ROAD ON THE LEFT. THIS IS 0.05 MILE SOUTH-WEST OF THE SEVEN DAY
 HZ2253'ADVENTAS CHURCH. TURN LEFT, WEST, ON THE DIRT ROAD AND GO ABOUT 75
 HZ2253'YARDS TO A TRAIL ON THE RIGHT. TURN RIGHT, NORTH, AND GO ABOUT 100
 HZ2253'YARDS TO THE TOP OF THE SMALL KNOLL AND THE STATION.
 HZ2253'
 HZ2253'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD TO THE WEST AND THE
 HZ2253'HIGHWAY, GO NORTH ON THE HIGHWAY FOR 0.5 MILE TO A SIDE ROAD ON
 HZ2253'THE RIGHT AND THE AZIMUTH MARK.
 HZ2253'
 HZ2253'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2253
 HZ2253                          STATION RECOVERY (1976)
 HZ2253
 HZ2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2253'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HZ2253'RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER WANTED NOTHING
 HZ2253'CUT OR DISTURBED IN ANY WAY.  THE ANGLE BETWEEN THE REFERENCE MARKS
 HZ2253'WAS LARGER BY 4-MINUTES AND 26 SECONDS.  THE AZIMUTH MARK IS NOT
 HZ2253'VISIBLE AS THERE ARE MANY TREES ON LINE, AND NO OTHER VISIBLE
 HZ2253'OBJECT TO ESTABLISH A NEW ONE.
 HZ2253'
 HZ2253'THE DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE EXCEPTION, THE
 HZ2253'STATION IS NOW ON PROPERTY OWNED BY A MR. I.O. SPENCER WHO LIVES
 HZ2253'ABOUT 0.25 MILE NORTH OF THE STATION.
 HZ2253'
 HZ2253'NO MEASUREMENTS WERE ATTEMPTED TO THE REFERENCE MARKS, HEAVY BRUSH
 HZ2253'AND SMALL TREES ON LINE.
 HZ2253'
 HZ2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 HZ2253'NORTHEAST OF ELIZABETH.
 HZ2253'
 HZ2253'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2051 ***********************************************************************
 JA2051  DESIGNATION -  BENDER
 JA2051  PID         -  JA2051
 JA2051  STATE/COUNTY-  IN/POSEY
 JA2051  COUNTRY     -  US
 JA2051  USGS QUAD   -  POSEYVILLE (2019)
 JA2051
 JA2051                         *CURRENT SURVEY CONTROL
 JA2051  ______________________________________________________________________
 JA2051* NAD 83(1997) POSITION- 38 11 38.66957(N) 087 46 51.95171(W)   ADJUSTED
 JA2051* NAVD 88 ORTHO HEIGHT -   144.7   (meters)      475.    (feet) VERTCON3
 JA2051  ______________________________________________________________________
 JA2051  GEOID HEIGHT    -        -31.095 (meters)                     GEOID18
 JA2051  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 JA2051  HORZ ORDER      -  SECOND
 JA2051
 JA2051.The horizontal coordinates were established by classical geodetic methods
 JA2051.and adjusted by the National Geodetic Survey in May 1999.
 JA2051
 JA2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2051
 JA2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2051.GEOID18 height accuracy estimate available here.
 JA2051
 JA2051.Click photographs - Photos may exist for this station.
 JA2051
 JA2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2051
 JA2051. The following values were computed from the NAD 83(1997) position.
 JA2051
 JA2051;                    North         East     Units Scale Factor Converg.
 JA2051;SPC IN W     -   327,265.432   838,877.182   MT  1.00001266   -0 25 53.3
 JA2051;SPC IN W     - 1,073,703.34  2,752,216.22   sFT  1.00001266   -0 25 53.3
 JA2051;UTM  16      - 4,227,636.676   431,602.329   MT  0.99965761   -0 28 58.8
 JA2051
 JA2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2051!SPC IN W     -   0.99998218  x   1.00001266  =   0.99999484
 JA2051!UTM  16      -   0.99998218  x   0.99965761  =   0.99963979
 JA2051
 JA2051:                Primary Azimuth Mark                     Grid Az
 JA2051:SPC IN W     -  POSEYVILLE MUNICIPAL TANK                179 28 12.7
 JA2051:UTM  16      -  POSEYVILLE MUNICIPAL TANK                179 31 18.2
 JA2051
 JA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3160227636(NAD 83)
 JA2051
 JA2051|---------------------------------------------------------------------|
 JA2051| PID    Reference Object                     Distance      Geod. Az  |
 JA2051|                                                           dddmmss.s |
 JA2051| CG7151 BENDER RM 1                           4.698 METERS 01144     |
 JA2051| CG7152 BENDER RM 2                           6.367 METERS 17531     |
 JA2051| JA2052 POSEYVILLE MUNICIPAL TANK           APPROX. 2.5 KM 1790219.4 |
 JA2051|---------------------------------------------------------------------|
 JA2051
 JA2051                          SUPERSEDED SURVEY CONTROL
 JA2051
 JA2051  NAD 83(1993)-  38 11 38.67598(N)    087 46 51.95032(W) AD(       ) 2
 JA2051  NAD 83(1986)-  38 11 38.67905(N)    087 46 51.95239(W) AD(       ) 2
 JA2051  NAD 27      -  38 11 38.52224(N)    087 46 51.85815(W) AD(       ) 2
 JA2051  NGVD 29 (07/19/86)  144.8    (m)          475.     (f) VERT ANG       
 JA2051
 JA2051.Superseded values are not recommended for survey control.
 JA2051
 JA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2051.See file dsdata.pdf to determine how the superseded data were derived.
 JA2051
 JA2051_MARKER: DE = TRAVERSE STATION DISK
 JA2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2051_STAMPING: BENDER 1961
 JA2051_MARK LOGO: CGS
 JA2051_PROJECTION: FLUSH
 JA2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2051+STABILITY: SURFACE MOTION
 JA2051
 JA2051  HISTORY     - Date     Condition        Report By
 JA2051  HISTORY     - 1961     MONUMENTED       CGS
 JA2051  HISTORY     - 1964     GOOD             CGS
 JA2051
 JA2051                          STATION DESCRIPTION
 JA2051
 JA2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2051'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF CYNTHIANA,
 JA2051'ABOUT 3 MILES NORTHEAST OF STEWARTSVILLE, ABOUT 2 MILES NORTH OF
 JA2051'POSEYVILLE AND ABOUT 0.75 MILES SOUTH OF THE GIBSON-POSEY COUNTY LINE.
 JA2051'
 JA2051'TO REACH THE STATION FROM THE POST OFFICE IN POSEYVILLE, GO EAST ON
 JA2051'STATE HIGHWAY 68 (MAIN STREET) FOR 0.15 MILE, TURN LEFT, GO NORTH ON
 JA2051'STATE HIGHWAY 68 FOR 0.1 MILE TO POINT WHERE STATE HIGHWAY 68 CURVES
 JA2051'TO THE RIGHT.  CONTINUE NORTH ON BLACKTOP ROAD FOR 1.4 MILES TO A
 JA2051'CROSSROAD, CONTINUE NORTH FOR 0.15 MILE TO TOP OF GRADE AND THE
 JA2051'STATION ON LEFT, WEST SIDE OF ROAD.
 JA2051'
 JA2051'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JA2051'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2051'STAMPED BENDER 1961.  THE MARK IS 157 FEET SOUTH OF CENTER OF
 JA2051'DRIVEWAY, 27 FEET WEST OF CENTER OF ROAD, 22.5 FEET NORTH-NORTHWEST OF
 JA2051'A TELEPHONE POLE, 12 FEET SOUTH OF FENCE CORNER, 5 FEET SOUTHEAST OF A
 JA2051'TRIANGLE BLAZED WALNUT TREE, 3.1 FEET WEST OF WITNESS POST AND 2.4
 JA2051'FEET WEST OF FENCE.
 JA2051'
 JA2051'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2051'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2051'AND IS STAMPED BENDER NO 1 1961.  THE MARK IS 142 FEET SOUTH OF CENTER
 JA2051'OF DRIVEWAY, 37 FEET NORTH OF TELEPHONE POLE, 25 FEET WEST OF CENTER
 JA2051'OF ROAD AND 3 FEET NORTH-NORTHEAST OF FENCE CORNER.
 JA2051'
 JA2051'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2051'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2051'AND IS STAMPED BENDER NO 2 1961.  THE MARK IS 33 FEET SOUTH OF FENCE
 JA2051'CORNER, 26 FEET WEST OF CENTER OF ROAD, 1.5 FEET NORTHWEST OF
 JA2051'TELEPHONE POLE AND 1 FOOT WEST OF FENCE.
 JA2051'
 JA2051'NO AZIMUTH MARK SET.  THE POSEYVILLE, MUNICIPAL WATER TANK WILL SERVE
 JA2051'AS AZIMUTH.
 JA2051'
 JA2051'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS
 JA2051
 JA2051                          STATION RECOVERY (1964)
 JA2051
 JA2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA2051'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JA2051'AND FOUND IN GOOD CONDITION.  THE STATION IS ADEQUATELY DESCRIBED AND
 JA2051'THE TO REACH IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0102 ***********************************************************************
 ME0102  DESIGNATION -  BENDIX
 ME0102  PID         -  ME0102
 ME0102  STATE/COUNTY-  IN/ST JOSEPH
 ME0102  COUNTRY     -  US
 ME0102  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0102
 ME0102                         *CURRENT SURVEY CONTROL
 ME0102  ______________________________________________________________________
 ME0102* NAD 83(1997) POSITION- 41 42 00.71875(N) 086 18 38.11912(W)   ADJUSTED
 ME0102* NAVD 88 ORTHO HEIGHT -   233.787 (meters)      767.02  (feet) ADJUSTED
 ME0102  ______________________________________________________________________
 ME0102  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 ME0102  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 ME0102  DYNAMIC HEIGHT  -        233.698 (meters)      766.72  (feet) COMP
 ME0102  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 ME0102
 ME0102  HORZ ORDER      -  THIRD
 ME0102  VERT ORDER      -  SECOND    CLASS 0
 ME0102
 ME0102.This mark is at Michiana Regional Trans Center Airport (SBN)
 ME0102
 ME0102.The horizontal coordinates were established by classical geodetic methods
 ME0102.and adjusted by the National Geodetic Survey in May 1999.
 ME0102
 ME0102.The orthometric height was determined by differential leveling and
 ME0102.adjusted by the NATIONAL GEODETIC SURVEY
 ME0102.in June 1991.
 ME0102
 ME0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0102.GEOID18 height accuracy estimate available here.
 ME0102
 ME0102.Click photographs - Photos may exist for this station.
 ME0102
 ME0102.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0102
 ME0102.The dynamic height is computed by dividing the NAVD 88
 ME0102.geopotential number by the normal gravity value computed on the
 ME0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0102.degrees latitude (g = 980.6199 gals.).
 ME0102
 ME0102.The modeled gravity was interpolated from observed gravity values.
 ME0102
 ME0102. The following values were computed from the NAD 83(1997) position.
 ME0102
 ME0102;                    North         East     Units Scale Factor Converg.
 ME0102;SPC IN E     -   716,520.614    46,402.547   MT  1.00000200   -0 25 42.1
 ME0102;SPC IN E     - 2,350,784.71    152,239.02   sFT  1.00000200   -0 25 42.1
 ME0102;UTM  16      - 4,616,720.191   557,362.784   MT  0.99964049   +0 27 31.1
 ME0102
 ME0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0102!SPC IN E     -   0.99996863  x   1.00000200  =   0.99997063
 ME0102!UTM  16      -   0.99996863  x   0.99964049  =   0.99960913
 ME0102
 ME0102:                Primary Azimuth Mark                     Grid Az
 ME0102:SPC IN E     -  RELIABLE                                 171 10 44.8
 ME0102:UTM  16      -  RELIABLE                                 170 17 31.6
 ME0102
 ME0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5736216720(NAD 83)
 ME0102
 ME0102|---------------------------------------------------------------------|
 ME0102| PID    Reference Object                     Distance      Geod. Az  |
 ME0102|                                                           dddmmss.s |
 ME0102| CM2771 BENDIX RM 1                          25.155 METERS 09519     |
 ME0102| ME2255 RELIABLE                            APPROX.12.8 KM 1704502.7 |
 ME0102| ME0101 BENDIX AZ MK                                       1972844.5 |
 ME0102| CM2772 BENDIX RM 2                          26.676 METERS 21119     |
 ME0102|---------------------------------------------------------------------|
 ME0102
 ME0102                          SUPERSEDED SURVEY CONTROL
 ME0102
 ME0102  NAD 83(1994)-  41 42 00.72017(N)    086 18 38.12208(W) AD(       ) 3
 ME0102  NAD 83(1986)-  41 42 00.72088(N)    086 18 38.12396(W) AD(       ) 3
 ME0102  NAD 27      -  41 42 00.54460(N)    086 18 38.08060(W) AD(       ) 3
 ME0102  NGVD 29 (??/??/92)  233.905  (m)          767.40   (f) ADJ UNCH    2 0
 ME0102  NGVD 29             233.90   (m)          767.4    (f) LEVELING    3  
 ME0102
 ME0102.Superseded values are not recommended for survey control.
 ME0102
 ME0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0102.See file dsdata.pdf to determine how the superseded data were derived.
 ME0102
 ME0102_MARKER: DS = TRIANGULATION STATION DISK
 ME0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0102_STAMPING: BENDIX 1952
 ME0102_MARK LOGO: CGS
 ME0102_PROJECTION: FLUSH
 ME0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0102+STABILITY: SURFACE MOTION
 ME0102
 ME0102  HISTORY     - Date     Condition        Report By
 ME0102  HISTORY     - 1952     MONUMENTED       CGS
 ME0102  HISTORY     - 1958     GOOD             CGS
 ME0102  HISTORY     - 1967     GOOD             CGS
 ME0102  HISTORY     - 1970     GOOD             NGS
 ME0102  HISTORY     - 1970     GOOD             NGS
 ME0102  HISTORY     - 1979     GOOD             NGS
 ME0102  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 ME0102  HISTORY     - 1988     MARK NOT FOUND   LOCENG
 ME0102  HISTORY     - 20010815 MARK NOT FOUND   NGS
 ME0102
 ME0102                          STATION DESCRIPTION
 ME0102
 ME0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0102'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SOUTH BEND, IN A SMALL
 ME0102'CIRCLE PARK ON THE EAST EDGE OF
 ME0102'THE BENDIX FIELD, ST JOSEPH CO. AIRPORT.  IT IS 400 FEET EAST OF THE
 ME0102'CONTROL TOWER WHICH IS LOCATED ATOP
 ME0102'THE ADMINISTRATION BUILDING, 100 FEET EAST OF A PARKING LOT,
 ME0102'73 FEET EAST OF THE CENTER OF A CIRCLE DRIVE,
 ME0102'67 FEET SOUTH OF THE CENTER OF THE CIRCLE
 ME0102'DRIVE AND 54 FEET NORTHWEST OF AN 8 INCH WALNUT TREE.  THE MARK
 ME0102'IS FLUSH AND THE DISK IS STAMPED
 ME0102'BENDIX 1952.
 ME0102'
 ME0102'REFERENCE MARK NO. 1 IS 50 FEET NORTHEAST OF THE WALNUT TREE AND 27
 ME0102'FEET SOUTH OF THE CENTER OF
 ME0102'THE CIRCLE DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BENDIX
 ME0102'NO 1 1952.
 ME0102'
 ME0102'REFERENCE MARK NO. 2 IS 84 FEET NORTHWEST OF THE CENTER OF THE CIRCLE
 ME0102'DRIVE, 73 FEET EAST OF THE
 ME0102'PARKING LOT AND 33 FEET EAST OF THE CENTER OF THE CIRCLE DRIVE.  THE
 ME0102'MARK IS FLUSH AND THE DISK IS
 ME0102'STAMPED BENDIX NO 2 1952.
 ME0102'
 ME0102'AZIMUTH MARK IS 200 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20, 80
 ME0102'FEET EAST OF THE CENTER OF
 ME0102'THE ENTRANCE DRIVE TO THE AIRPORT AND 2 FEET SOUTHEAST OF A POWER
 ME0102'LINE POLE.  THE MARK IS FLUSH AND
 ME0102'THE DISK IS STAMPED BENDIX 1952.
 ME0102'
 ME0102'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ME0102
 ME0102                          STATION RECOVERY (1958)
 ME0102
 ME0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME0102'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 ME0102'RECOVERED AS
 ME0102'DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME0102
 ME0102                          STATION RECOVERY (1967)
 ME0102
 ME0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 ME0102'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ME0102'PREVIOUS
 ME0102'DESCRIPTION IS ADEQUATE.
 ME0102
 ME0102                          STATION RECOVERY (1970)
 ME0102
 ME0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 ME0102'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 ME0102'CONDITION.  THE DESCRIPTIONS
 ME0102'AND MEASUREMENTS FOR THE REFERENCE MARKS AND AZIMUTH MARK ARE
 ME0102'ADEQUATE.  A NEW DESCRIPTION FOR
 ME0102'THE STATION FOLLOWS-
 ME0102'
 ME0102'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SOUTH BEND IN A
 ME0102'CIRCULAR AREA OF GRASS EAST
 ME0102'OF THE EAST PARKING LOT.  IT IS 400 FEET EAST OF THE CONTROL TOWER
 ME0102'WHICH IS LOCATED ATOP THE
 ME0102'ADMINISTRATION BUILDING, 121.7 FEET EAST OF THE EAST EDGE OF THE
 ME0102'EAST PARKING LOT, 99.6 FEET NORTHEAST
 ME0102'OF A LIGHT STANDARD, 80 FEET EAST OF THE CENTER
 ME0102'OF DRIVE LEADING TO THE FRONT OF ADMINISTRATION
 ME0102'BUILDING, 58 FEET NORTHWEST OF DF
 ME0102'ANTENNA.  THE MARK IS FLUSH AND THE DISK IS STAMPED BENDIX 1952.
 ME0102'
 ME0102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX. 3-1/2 MILES
 ME0102'WEST OF SOUTH BEND
 ME0102
 ME0102                          STATION RECOVERY (1970)
 ME0102
 ME0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0102'4 MI NW FROM SOUTH BEND.
 ME0102'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SOUTH BEND IN
 ME0102'A CIRCULAR AREA OF GRASS EAST OF THE EAST PARKING LOT.  IT IS
 ME0102'400 FEET EAST OF THE CONTROL TOWER WHICH IS LOCATED ATOP THE
 ME0102'ADMINISTRATION BUILDING, 121.7 FEET EAST OF THE EAST EDGE OF THE
 ME0102'EAST PARKING LOT, 99.6 FEET NORTHEAST OF A LIGHT STANDARD,
 ME0102'80 FEET EAST OF THE CENTER OF DRIVE LEADING TO THE FRONT OF
 ME0102'ADMINISTRATION BUILDING AND 58 FEET NORTHWEST OF DF ANTENNA.
 ME0102'NOTE-- THE MARK IS FLUSH AND THE DISK IS STAMPED BENDIX 1952.
 ME0102
 ME0102                          STATION RECOVERY (1979)
 ME0102
 ME0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 ME0102'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ME0102'DESCRIBED.  THE NAME OF THE AIRPORT HAS BEEN CHANGED TO MICHIANA
 ME0102'REGIONAL AIRPORT.
 ME0102'
 ME0102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH BEND.
 ME0102
 ME0102                          STATION RECOVERY (1980)
 ME0102
 ME0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DS)
 ME0102'BENDIX 1952 DESTROYED.
 ME0102'
 ME0102'AZIMUTH MARK DESTROYED.
 ME0102'
 ME0102'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N.W. OF SOUTH BEND,
 ME0102'INDIANA.
 ME0102
 ME0102                          STATION RECOVERY (1988)
 ME0102
 ME0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (JLS)
 ME0102'MARK NOT FOUND.
 ME0102
 ME0102                          STATION RECOVERY (2001)
 ME0102
 ME0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME0102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0101 ***********************************************************************
 ME0101  DESIGNATION -  BENDIX AZ MK
 ME0101  PID         -  ME0101
 ME0101  STATE/COUNTY-  IN/ST JOSEPH
 ME0101  COUNTRY     -  US
 ME0101  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0101
 ME0101                         *CURRENT SURVEY CONTROL
 ME0101  ______________________________________________________________________
 ME0101* NAD 83(1986) POSITION- 41 41 49.     (N) 086 18 42.     (W)   SCALED
 ME0101* NAVD 88 ORTHO HEIGHT -   232.472 (meters)      762.70  (feet) ADJUSTED
 ME0101  ______________________________________________________________________
 ME0101  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 ME0101  DYNAMIC HEIGHT  -        232.384 (meters)      762.41  (feet) COMP
 ME0101  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 ME0101
 ME0101  VERT ORDER      -  SECOND    CLASS 0
 ME0101
 ME0101.This mark is at Michiana Regional Trans Center Airport (SBN)
 ME0101
 ME0101.The horizontal coordinates were scaled from a map and have
 ME0101.an estimated accuracy of +/- 6 seconds.
 ME0101
 ME0101.The orthometric height was determined by differential leveling and
 ME0101.adjusted by the NATIONAL GEODETIC SURVEY
 ME0101.in June 1991.
 ME0101
 ME0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0101.GEOID18 height accuracy estimate available here.
 ME0101
 ME0101.Click photographs - Photos may exist for this station.
 ME0101
 ME0101.The dynamic height is computed by dividing the NAVD 88
 ME0101.geopotential number by the normal gravity value computed on the
 ME0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0101.degrees latitude (g = 980.6199 gals.).
 ME0101
 ME0101.The modeled gravity was interpolated from observed gravity values.
 ME0101
 ME0101;                    North         East    Units  Estimated Accuracy
 ME0101;SPC IN E     -   716,160.       46,310.      MT  (+/- 180 meters Scaled)
 ME0101
 ME0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM572163(NAD 83)
 ME0101
 ME0101                          SUPERSEDED SURVEY CONTROL
 ME0101
 ME0101  NGVD 29 (??/??/92)  232.59   (m)          763.1    (f) COMPUTED    2 0
 ME0101
 ME0101.Superseded values are not recommended for survey control.
 ME0101
 ME0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0101.See file dsdata.pdf to determine how the superseded data were derived.
 ME0101
 ME0101_MARKER: DZ = AZIMUTH MARK DISK
 ME0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0101_STAMPING: BENDIX 1952
 ME0101_MARK LOGO: CGS
 ME0101_PROJECTION: FLUSH
 ME0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0101+STABILITY: SURFACE MOTION
 ME0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0101+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 ME0101
 ME0101  HISTORY     - Date     Condition        Report By
 ME0101  HISTORY     - 1952     MONUMENTED       CGS
 ME0101  HISTORY     - 1958     GOOD             CGS
 ME0101  HISTORY     - 1970     GOOD             NGS
 ME0101  HISTORY     - 20060912 GOOD             CMT
 ME0101
 ME0101                          STATION DESCRIPTION
 ME0101
 ME0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0101'4 MI NW FROM SOUTH BEND.
 ME0101'THE STATION IS LOCATED 4 MILES NORTHWEST OF SOUTH BEND, AT THE
 ME0101'ENTRANCE TO BENDIX FIELD, ST. JOSEPH CO. AIRPORT.  IT IS 200
 ME0101'FEET NORTH OF U.S. HIGHWAY 20, 80 FEET EAST OF THE CENTER OF
 ME0101'THE ENTRANCE DRIVE TO THE AIRPORT AND 2 FEET SOUTHEAST OF A
 ME0101'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME0101'BENDIX 1952.
 ME0101
 ME0101                          STATION RECOVERY (1970)
 ME0101
 ME0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0101'RECOVERED IN GOOD CONDITION.
 ME0101
 ME0101                          STATION RECOVERY (2006)
 ME0101
 ME0101'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2238 ***********************************************************************
 ME2238  DESIGNATION -  BENDIX FLD ST JOSEPH APT BCN
 ME2238  PID         -  ME2238
 ME2238  STATE/COUNTY-  IN/ST JOSEPH
 ME2238  COUNTRY     -  US
 ME2238  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2238
 ME2238                         *CURRENT SURVEY CONTROL
 ME2238  ______________________________________________________________________
 ME2238* NAD 83(1997) POSITION- 41 42 03.34750(N) 086 18 44.03205(W)   ADJUSTED
 ME2238  ______________________________________________________________________
 ME2238  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 ME2238  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 ME2238  HORZ ORDER      -  THIRD
 ME2238
 ME2238.This mark is at Michiana Regional Trans Center Airport (SBN)
 ME2238
 ME2238.The horizontal coordinates were established by classical geodetic methods
 ME2238.and adjusted by the National Geodetic Survey in May 1999.
 ME2238
 ME2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2238.GEOID18 height accuracy estimate available here.
 ME2238
 ME2238.Click photographs - Photos may exist for this station.
 ME2238
 ME2238.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2238
 ME2238. The following values were computed from the NAD 83(1997) position.
 ME2238
 ME2238;                    North         East     Units Scale Factor Converg.
 ME2238;SPC IN E     -   716,602.738    46,266.441   MT  1.00000218   -0 25 46.1
 ME2238;SPC IN E     - 2,351,054.15    151,792.48   sFT  1.00000218   -0 25 46.1
 ME2238;UTM  16      - 4,616,800.169   557,225.472   MT  0.99964030   +0 27 27.2
 ME2238
 ME2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5722516800(NAD 83)
 ME2238
 ME2238                          SUPERSEDED SURVEY CONTROL
 ME2238
 ME2238  NAD 83(1994)-  41 42 03.34891(N)    086 18 44.03505(W) AD(       ) 3
 ME2238  NAD 83(1986)-  41 42 03.34949(N)    086 18 44.03708(W) AD(       ) 3
 ME2238  NAD 27      -  41 42 03.17400(N)    086 18 44.00400(W) AD(       ) 3
 ME2238
 ME2238.Superseded values are not recommended for survey control.
 ME2238
 ME2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2238.See file dsdata.pdf to determine how the superseded data were derived.
 ME2238
 ME2238_MARKER: 21 = AIRPORT BEACON
 ME2238
 ME2238  HISTORY     - Date     Condition        Report By
 ME2238  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2238  HISTORY     - 1958     GOOD             CGS
 ME2238  HISTORY     - 1962     GOOD             CGS
 ME2238  HISTORY     - 1970     GOOD             NGS
 ME2238
 ME2238                          STATION DESCRIPTION
 ME2238
 ME2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2238'A REVOLVING LIGHT NEAR THE CENTER OF THE TOP OF THE BENDIX FIELD, ST
 ME2238'JOSEPH CO.  AIRPORT CONTROL
 ME2238'TOWER, LOCATED ABOUT 4 MILES WEST OF SOUTH BEND.  THE CONTROL TOWER
 ME2238'IS LOCATED IN THE CENTER OF THE TOP
 ME2238'OF THE ADMINISTRATION BUILDING OF THE AIRPORT.
 ME2238
 ME2238                          STATION RECOVERY (1958)
 ME2238
 ME2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2238'STATION RECOVERED AS DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME2238
 ME2238                          STATION RECOVERY (1962)
 ME2238
 ME2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WIM)
 ME2238'REVOLVING LIGHT ON THE SOUTH EDGE AND CENTER OF THE BENDIX FIELD, ST.
 ME2238'JOSEPH COUNTY AIRPORT
 ME2238'CONTROL TOWER.  TOWER IS LOCATED ABOUT 4 MILES WEST OF SOUTH BEND.
 ME2238'THE CONTROL TOWER IS IN THE CENTER
 ME2238'OF THE TOP OF THE ADMINISTRATION BUILDING OF THE
 ME2238'AIRPORT.
 ME2238
 ME2238                          STATION RECOVERY (1970)
 ME2238
 ME2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 ME2238'THE STATION WAS RECOVERED AS DESCRIBED.
 ME2238'
 ME2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - APPROX. 3-1/2
 ME2238'MILES WEST OF SOUTH BEND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2237 ***********************************************************************
 ME2237  DESIGNATION -  BENJAMIN
 ME2237  PID         -  ME2237
 ME2237  STATE/COUNTY-  IN/ST JOSEPH
 ME2237  COUNTRY     -  US
 ME2237  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2237
 ME2237                         *CURRENT SURVEY CONTROL
 ME2237  ______________________________________________________________________
 ME2237* NAD 83(1997) POSITION- 41 40 15.07200(N) 086 17 37.55172(W)   ADJUSTED
 ME2237* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 ME2237  ______________________________________________________________________
 ME2237  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME2237  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 ME2237  HORZ ORDER      -  THIRD
 ME2237
 ME2237.The horizontal coordinates were established by classical geodetic methods
 ME2237.and adjusted by the National Geodetic Survey in May 1999.
 ME2237
 ME2237.The orthometric height was scaled from a topographic map.
 ME2237
 ME2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2237.GEOID18 height accuracy estimate available here.
 ME2237
 ME2237.Click photographs - Photos may exist for this station.
 ME2237
 ME2237.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2237
 ME2237. The following values were computed from the NAD 83(1997) position.
 ME2237
 ME2237;                    North         East     Units Scale Factor Converg.
 ME2237;SPC IN E     -   713,250.954    47,779.213   MT  1.00000021   -0 25 01.0
 ME2237;SPC IN E     - 2,340,057.50    156,755.63   sFT  1.00000021   -0 25 01.0
 ME2237;UTM  16      - 4,613,473.395   558,789.373   MT  0.99964253   +0 28 10.4
 ME2237
 ME2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2237!SPC IN E     -   0.99997113  x   1.00000021  =   0.99997134
 ME2237!UTM  16      -   0.99997113  x   0.99964253  =   0.99961367
 ME2237
 ME2237:                Primary Azimuth Mark                     Grid Az
 ME2237:SPC IN E     -  LYDICK                                   304 18 58.3
 ME2237:UTM  16      -  LYDICK                                   303 25 46.9
 ME2237
 ME2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5878913473(NAD 83)
 ME2237
 ME2237|---------------------------------------------------------------------|
 ME2237| PID    Reference Object                     Distance      Geod. Az  |
 ME2237|                                                           dddmmss.s |
 ME2237| CM2773 BENJAMIN AZ MK                                     1861201.2 |
 ME2237| CM2774 BENJAMIN RM 1                        30.446 METERS 19021     |
 ME2237| CM2775 BENJAMIN RM 2                        24.679 METERS 28012     |
 ME2237| ME2245 LYDICK                              APPROX. 6.2 KM 3035357.3 |
 ME2237| ME2238 BENDIX FLD ST JOSEPH APT BCN        APPROX. 3.7 KM 3351730.1 |
 ME2237|---------------------------------------------------------------------|
 ME2237
 ME2237                          SUPERSEDED SURVEY CONTROL
 ME2237
 ME2237  NAD 83(1994)-  41 40 15.07351(N)    086 17 37.55516(W) AD(       ) 3
 ME2237  NAD 83(1986)-  41 40 15.07411(N)    086 17 37.55708(W) AD(       ) 3
 ME2237  NAD 27      -  41 40 14.89890(N)    086 17 37.52720(W) AD(       ) 3
 ME2237
 ME2237.Superseded values are not recommended for survey control.
 ME2237
 ME2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2237.See file dsdata.pdf to determine how the superseded data were derived.
 ME2237
 ME2237_MARKER: DS = TRIANGULATION STATION DISK
 ME2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2237_STAMPING: BENJAMIN 1952
 ME2237_MARK LOGO: CGS
 ME2237_PROJECTION: FLUSH
 ME2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2237+STABILITY: SURFACE MOTION
 ME2237
 ME2237  HISTORY     - Date     Condition        Report By
 ME2237  HISTORY     - 1952     MONUMENTED       CGS
 ME2237  HISTORY     - 20060309 MARK NOT FOUND   INDIV
 ME2237
 ME2237                          STATION DESCRIPTION
 ME2237
 ME2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2237'STATION IS LOCATED IN THE WEST SIDE OF SOUTH BEND AND ON THE GROUNDS
 ME2237'OF THE BENJAMIN HARRISON
 ME2237'SCHOOL.  IT IS ABOUT 500 FEET SOUTH OF THE INTERSECTION OF WESTERN
 ME2237'AVENUE AND SOUTH KENTUCKY STREET,
 ME2237'147 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ME2237'SCHOOL, 51 FEET WEST OF THE CENTER OF SOUTH KENTUCKY
 ME2237'STREET AND 20 FEET SOUTH OF THE
 ME2237'CENTER OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2237'BENJAMIN 1952.
 ME2237'
 ME2237'REFERENCE MARK NO. 1 IS 70 FEET WEST OF THE CENTER OF SOUTH KENTUCKY
 ME2237'STREET AND 45 FEET WEST OF A
 ME2237'EIGHT INCH ASH TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2237'BENJAMIN NO 1 1952.
 ME2237'
 ME2237'REFERENCE MARK NO. 2 IS 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ME2237'THE SCHOOL AND 7 FEET SOUTH
 ME2237'OF THE CENTER OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 ME2237'STAMPED BENJAMIN NO 2 1952.
 ME2237'
 ME2237'AZIMUTH MARK IS 170 FEET NORTHWEST OF THE INTERSECTION OF FORD STREET
 ME2237'AND SOUTH KENTUCKY STREET,
 ME2237'30 FEET NORTH OF THE CENTER OF FORD STREET AND 14 FEET SOUTHWEST OF
 ME2237'A EIGHT INCH ASH TREE.  THE MARK IS
 ME2237'FLUSH AND THE DISK IS STAMPED BENJAMIN 1952.
 ME2237'
 ME2237'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SOUTH KENTUCKY
 ME2237'FOR 0.15 MILE TO FORD
 ME2237'STREET AND THE MARK AS DESCRIBED.
 ME2237'
 ME2237'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2237
 ME2237                          STATION RECOVERY (2006)
 ME2237
 ME2237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2237'OLD SCHOOL BUILDING IS GONE, AS IS THE EAST-WEST SIDEWALK MENTIONED IN
 ME2237'THE PREVIOUS DESCRIPTION.  STATION APPEARS TO HAVE BEEN TAKEN OUT
 ME2237'DURING GRADING OPERATIONS FOR BALL DIAMOND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2269 ***********************************************************************
 HZ2269  DESIGNATION -  BENNETS
 HZ2269  PID         -  HZ2269
 HZ2269  STATE/COUNTY-  IN/CLARK
 HZ2269  COUNTRY     -  US
 HZ2269  USGS QUAD   -  SPEED (2019)
 HZ2269
 HZ2269                         *CURRENT SURVEY CONTROL
 HZ2269  ______________________________________________________________________
 HZ2269* NAD 83(1997) POSITION- 38 25 24.02409(N) 085 49 16.58607(W)   ADJUSTED
 HZ2269* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 HZ2269  ______________________________________________________________________
 HZ2269  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 HZ2269  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 HZ2269  HORZ ORDER      -  SECOND
 HZ2269
 HZ2269.The horizontal coordinates were established by classical geodetic methods
 HZ2269.and adjusted by the National Geodetic Survey in May 1999.
 HZ2269
 HZ2269.The orthometric height was scaled from a topographic map.
 HZ2269
 HZ2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2269.GEOID18 height accuracy estimate available here.
 HZ2269
 HZ2269.Click photographs - Photos may exist for this station.
 HZ2269
 HZ2269.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2269
 HZ2269. The following values were computed from the NAD 83(1997) position.
 HZ2269
 HZ2269;                    North         East     Units Scale Factor Converg.
 HZ2269;SPC IN E     -   352,494.729    86,499.346   MT  0.99996891   -0 05 45.9
 HZ2269;SPC IN E     - 1,156,476.46    283,789.94   sFT  0.99996891   -0 05 45.9
 HZ2269;UTM  16      - 4,253,444.979   602,892.924   MT  0.99973038   +0 43 57.4
 HZ2269
 HZ2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2269!SPC IN E     -   0.99995679  x   0.99996891  =   0.99992570
 HZ2269!UTM  16      -   0.99995679  x   0.99973038  =   0.99968718
 HZ2269
 HZ2269:                Primary Azimuth Mark                     Grid Az
 HZ2269:SPC IN E     -  BENNETS AZ MK                            100 33 01.3
 HZ2269:UTM  16      -  BENNETS AZ MK                            099 43 18.0
 HZ2269
 HZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0289253444(NAD 83)
 HZ2269
 HZ2269|---------------------------------------------------------------------|
 HZ2269| PID    Reference Object                     Distance      Geod. Az  |
 HZ2269|                                                           dddmmss.s |
 HZ2269| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 6.2 KM 0995155.6 |
 HZ2269| HZ2271 SPEED LOUISVILLE CEMENT SE STK      APPROX. 6.3 KM 1001649.3 |
 HZ2269| CG7153 BENNETS AZ MK                                      1002715.4 |
 HZ2269| CG7154 BENNETS RM 1                         21.897 METERS 21702     |
 HZ2269| HZ2304 STARLIGHT ST JOHNS CATH CH          APPROX. 6.2 KM 2611401.6 |
 HZ2269| CG7155 BENNETS RM 2                         24.945 METERS 31745     |
 HZ2269|---------------------------------------------------------------------|
 HZ2269
 HZ2269                          SUPERSEDED SURVEY CONTROL
 HZ2269
 HZ2269  NAD 83(1993)-  38 25 24.02500(N)    085 49 16.58628(W) AD(       ) 2
 HZ2269  NAD 83(1986)-  38 25 24.02792(N)    085 49 16.59257(W) AD(       ) 2
 HZ2269  NAD 27      -  38 25 23.79800(N)    085 49 16.71900(W) AD(       ) 2
 HZ2269
 HZ2269.Superseded values are not recommended for survey control.
 HZ2269
 HZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2269.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2269
 HZ2269_MARKER: DS = TRIANGULATION STATION DISK
 HZ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2269_STAMPING: BENNETS 1947
 HZ2269_MARK LOGO: CGS
 HZ2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2269+STABILITY: SURFACE MOTION
 HZ2269
 HZ2269  HISTORY     - Date     Condition        Report By
 HZ2269  HISTORY     - 1947     MONUMENTED       CGS
 HZ2269
 HZ2269                          STATION DESCRIPTION
 HZ2269
 HZ2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2269'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE VILLAGE OF ST.
 HZ2269'JOSEPH, 2 MILES WEST-SOUTHWEST OF THE VILLAGE OF BENNETTSVILLE,
 HZ2269'0.7 MILE WEST OF STATE HIGHWAY 111, AND ON THE EASTERN EDGE OF A HIGH
 HZ2269'RIDGE OVERLOOKING THE VALLEY TO THE EAST. IT IS ON HEAVY TIMBERED
 HZ2269'LAND AND NEAR THE CENTER OF AN OLD UNUSED WOODS ROAD. THE MARK
 HZ2269'PROJECTS 2 INCHES, AND THE DISK IS STAMPED BENNETS 1947.
 HZ2269'
 HZ2269'REFERENCE MARK NO. 1 IS 71.84 FEET SOUTHWEST OF THE STATION. THE MARK
 HZ2269'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BENNETS NO 1 1947.
 HZ2269'
 HZ2269'REFERENCE MARK NO. 2 IS 81.84 FEET NORTHWEST OF THE STATION. THE MARK
 HZ2269'PROJECTS 3 INCHES, AND THE DISK IS STAMPED BENNETS NO 2 1947.
 HZ2269'
 HZ2269'THE AZIMUTH MARK IS 0.7 MILE EAST-SOUTHEAST OF THE STATION, 0.3 MILE
 HZ2269'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 60 AND 111, ABOUT 80
 HZ2269'YARDS EAST-NORTHEAST OF THE CARR TOWNSHIP SCHOOL HOUSE, 37 FEET EAST
 HZ2269'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 111, 2 FEET SOUTH
 HZ2269'OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS
 HZ2269'2 INCHES, AND THE DISK IS STAMPED BENNETS 1947.
 HZ2269'
 HZ2269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND THE
 HZ2269'MAIN CROSSROAD IN ST. JOSEPH, GO WEST UP HILL FOR 2.1 MILES TO THE
 HZ2269'SUMMIT OF THE HILL, THENCE CONTINUE ON WEST AND NORTH FOR 0.6 MILE TO
 HZ2269'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A SIDE ROAD
 HZ2269'LEFT, TURN LEFT AND GO 0.2 MILE TO CHARLES BALLOUS FARM HOUSE, PASS
 HZ2269'TO THE NORTH OF FARM HOUSE THROUGH A GATE AND GO NORTHEASTERLY
 HZ2269'ON WOODS ROAD FOR 0.15 MILE, THENCE TURN RIGHT ON UNUSED WOODS ROAD
 HZ2269'AND GO EAST FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 HZ2269'
 HZ2269'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 HZ2269'111 ON THE EASTERN EDGE OF BENNETTSVILLE, GO SOUTH ON STATE
 HZ2269'HIGHWAY 111 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2269'
 HZ2269'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2393 ***********************************************************************
 LB2393  DESIGNATION -  BENNETT
 LB2393  PID         -  LB2393
 LB2393  STATE/COUNTY-  IN/CASS
 LB2393  COUNTRY     -  US
 LB2393  USGS QUAD   -  ONWARD (2019)
 LB2393
 LB2393                         *CURRENT SURVEY CONTROL
 LB2393  ______________________________________________________________________
 LB2393* NAD 83(1997) POSITION- 40 38 56.45516(N) 086 13 59.83963(W)   ADJUSTED
 LB2393* NAVD 88 ORTHO HEIGHT -   241.75  (+/-2cm)      793.1   (feet) VERTCON3
 LB2393  ______________________________________________________________________
 LB2393  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 LB2393  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 LB2393  HORZ ORDER      -  SECOND
 LB2393  VERT ORDER      -  THIRD ? (See Below)
 LB2393
 LB2393.The horizontal coordinates were established by classical geodetic methods
 LB2393.and adjusted by the National Geodetic Survey in May 1999.
 LB2393
 LB2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2393
 LB2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2393.GEOID18 height accuracy estimate available here.
 LB2393
 LB2393.The vertical order pertains to the NGVD 29 superseded value.
 LB2393
 LB2393.Click photographs - Photos may exist for this station.
 LB2393
 LB2393.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2393
 LB2393. The following values were computed from the NAD 83(1997) position.
 LB2393
 LB2393;                    North         East     Units Scale Factor Converg.
 LB2393;SPC IN E     -   599,736.834    52,076.629   MT  0.99999492   -0 22 08.8
 LB2393;SPC IN E     - 1,967,636.60    170,854.74   sFT  0.99999492   -0 22 08.8
 LB2393;SPC IN W     -   599,929.895   971,894.701   MT  1.00003026   +0 33 13.5
 LB2393;SPC IN W     - 1,968,270.00  3,188,624.53   sFT  1.00003026   +0 33 13.5
 LB2393;UTM  16      - 4,500,078.165   564,822.725   MT  0.99965172   +0 29 58.1
 LB2393
 LB2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2393!SPC IN E     -   0.99996746  x   0.99999492  =   0.99996238
 LB2393!SPC IN W     -   0.99996746  x   1.00003026  =   0.99999772
 LB2393!UTM  16      -   0.99996746  x   0.99965172  =   0.99961919
 LB2393
 LB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6482200078(NAD 83)
 LB2393
 LB2393|---------------------------------------------------------------------|
 LB2393| PID    Reference Object                     Distance      Geod. Az  |
 LB2393|                                                           dddmmss.s |
 LB2393| CC7807 BENNETT RM                           11.915 METERS 23957     |
 LB2393|---------------------------------------------------------------------|
 LB2393
 LB2393                          SUPERSEDED SURVEY CONTROL
 LB2393
 LB2393  NAD 83(1986)-  40 38 56.45805(N)    086 13 59.84913(W) AD(       ) 2
 LB2393  NAD 27      -  40 38 56.32270(N)    086 13 59.85140(W) AD(       ) 2
 LB2393  USSD        -  40 38 56.33900(N)    086 13 59.71500(W) AD(       ) 3
 LB2393  NGVD 29             241.87   (m)          793.5    (f) LEVELING    3  
 LB2393
 LB2393.Superseded values are not recommended for survey control.
 LB2393
 LB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2393.See file dsdata.pdf to determine how the superseded data were derived.
 LB2393
 LB2393_MARKER: DS = TRIANGULATION STATION DISK
 LB2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2393_STAMPING: BENNETT 1920
 LB2393_MARK LOGO: CGS
 LB2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2393+STABILITY: SURFACE MOTION
 LB2393
 LB2393  HISTORY     - Date     Condition        Report By
 LB2393  HISTORY     - 1920     MONUMENTED       CGS
 LB2393  HISTORY     - 1944     GOOD             CGS
 LB2393  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB2393
 LB2393                          STATION DESCRIPTION
 LB2393
 LB2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2393'ABOUT THREE-FOURTHS MILE S OF WALTON, ON THE W SIDE OF THE
 LB2393'PENNSYLVANIA RAILROAD, 490 YARDS N OF MILEPOST C 171, 50 YARDS S OF
 LB2393'A ROAD CROSSING, 190 YARDS S OF THE SWITCH SIGNAL FOR S YARD SIDING
 LB2393'FOR WALTON, 2.875 METERS (9.14 FEET) W OF THE W AND NEAREST RAIL.
 LB2393'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2393'SET IN CONCRETE.  THE REFERENCE MARK IS ON THE OPPOSITE
 LB2393'SIDE OF THE TRACK, 11.915 METERS (39.09 FEET) FROM THE STATION
 LB2393'S 59 DEG 57 MIN W.
 LB2393
 LB2393                          STATION RECOVERY (1944)
 LB2393
 LB2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WB)
 LB2393'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  REFERENCE MARK NOT
 LB2393'SEARCHED FOR.  THE STATION TABLET (BRONZE) HAS BEEN REMOVED.
 LB2393'CONCRETE MONUMENT REMAINS IN GOOD CONDITION.
 LB2393
 LB2393                          STATION RECOVERY (1946)
 LB2393
 LB2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB2393'A CAREFUL SEARCH FAILED TO RECOVER STATION OR REFERENCE MARKS.  A
 LB2393'BLOCK OF CONCRETE WAS FOUND THAT WAS THOUGHT TO BE ONE OF THE OLD
 LB2393'MARKS, BUT IT CONTAINED NO DISK.  WORK HAS BEEN DONE BY THE
 LB2393'RAILROAD AND TELEGRAPH COMPANY AND IT IS THOUGHT THAT MARKS WERE
 LB2393'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2338 ***********************************************************************
 LA2338  DESIGNATION -  BENSON
 LA2338  PID         -  LA2338
 LA2338  STATE/COUNTY-  IN/RANDOLPH
 LA2338  COUNTRY     -  US
 LA2338  USGS QUAD   -  WINCHESTER (2019)
 LA2338
 LA2338                         *CURRENT SURVEY CONTROL
 LA2338  ______________________________________________________________________
 LA2338* NAD 83(1997) POSITION- 40 10 33.12854(N) 084 57 26.15863(W)   ADJUSTED
 LA2338* NAVD 88 ORTHO HEIGHT -   334.10  (+/-2cm)     1096.1   (feet) VERTCON3
 LA2338  ______________________________________________________________________
 LA2338  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 LA2338  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 LA2338  HORZ ORDER      -  FIRST
 LA2338  VERT ORDER      -  THIRD ? (See Below)
 LA2338
 LA2338.The horizontal coordinates were established by classical geodetic methods
 LA2338.and adjusted by the National Geodetic Survey in May 1999.
 LA2338
 LA2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2338
 LA2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2338.GEOID18 height accuracy estimate available here.
 LA2338
 LA2338.The vertical order pertains to the NGVD 29 superseded value.
 LA2338
 LA2338.Click photographs - Photos may exist for this station.
 LA2338
 LA2338.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2338
 LA2338. The following values were computed from the NAD 83(1997) position.
 LA2338
 LA2338;                    North         East     Units Scale Factor Converg.
 LA2338;SPC IN E     -   547,286.155   160,420.985   MT  1.00001159   +0 27 27.6
 LA2338;SPC IN E     - 1,795,554.66    526,314.51   sFT  1.00001159   +0 27 27.6
 LA2338;UTM  16      - 4,449,277.920   673,925.233   MT  0.99997239   +1 19 05.4
 LA2338
 LA2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2338!SPC IN E     -   0.99995285  x   1.00001159  =   0.99996444
 LA2338!UTM  16      -   0.99995285  x   0.99997239  =   0.99992524
 LA2338
 LA2338:                Primary Azimuth Mark                     Grid Az
 LA2338:SPC IN E     -  BENSON AZ MK 2                           075 43 06.5
 LA2338:UTM  16      -  BENSON AZ MK 2                           074 51 28.7
 LA2338
 LA2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7392549277(NAD 83)
 LA2338
 LA2338|---------------------------------------------------------------------|
 LA2338| PID    Reference Object                     Distance      Geod. Az  |
 LA2338|                                                           dddmmss.s |
 LA2338| CF2850 BENSON RM 1                          37.015 METERS 00849     |
 LA2338| CE5745 BENSON RM 3                          26.880 METERS 03712     |
 LA2338| CF2849 BENSON AZ MK 2                                     0761034.1 |
 LA2338| LA2334 UNION CITY CATV MAST                APPROX.12.6 KM 0810535.8 |
 LA2338| LA2341 BENSON RM A                          37.487 METERS 18331     |
 LA2338| LA2337 WINCHESTER RANDOLPH CO CTHSE        APPROX. 2.1 KM 2583833.8 |
 LA2338| CF2851 BENSON RM 2                          39.307 METERS 25843     |
 LA2338| LA2339 WINCHESTER GEN GLASS CORP STK       APPROX. 1.2 KM 2621003.2 |
 LA2338| LA2340 WINCHESTER GEN GLASS CORP TANK      APPROX. 1.1 KM 2623737.1 |
 LA2338| CF2848 BENSON AZ MK                                       2703908.0 |
 LA2338| LA2071 FARMLAND MUNICIPAL TANK             APPROX.14.3 KM 2751114.5 |
 LA2338| LA2344 WINCHESTER CATV MAST                APPROX. 3.1 KM 2863349.9 |
 LA2338| LA2061 REDKEY MUNICIPAL TANK               APPROX.25.5 KM 3192056.6 |
 LA2338|---------------------------------------------------------------------|
 LA2338
 LA2338                          SUPERSEDED SURVEY CONTROL
 LA2338
 LA2338  NAD 83(1995)-  40 10 33.12907(N)    084 57 26.16033(W) AD(       ) 1
 LA2338  NAD 83(1986)-  40 10 33.13146(N)    084 57 26.16840(W) AD(       ) 1
 LA2338  NAD 27      -  40 10 32.96100(N)    084 57 26.29000(W) AD(       ) 1
 LA2338  NGVD 29 (07/19/86)  334.24   (m)         1096.6    (f) LEVELING    3  
 LA2338
 LA2338.Superseded values are not recommended for survey control.
 LA2338
 LA2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2338.See file dsdata.pdf to determine how the superseded data were derived.
 LA2338
 LA2338_MARKER: DS = TRIANGULATION STATION DISK
 LA2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2338_STAMPING: BENSON 1934
 LA2338_MARK LOGO: CGS
 LA2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2338+STABILITY: SURFACE MOTION
 LA2338
 LA2338  HISTORY     - Date     Condition        Report By
 LA2338  HISTORY     - 1934     MONUMENTED       CGS
 LA2338  HISTORY     - 1969     GOOD             CGS
 LA2338  HISTORY     - 1970     GOOD             NGS
 LA2338  HISTORY     - 20070109 MARK NOT FOUND   BEACON
 LA2338
 LA2338                          STATION DESCRIPTION
 LA2338
 LA2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2338'1-1/4 MILES EAST AND 1/4 MILE NORTH (BY ROAD) OF THE COURTHOUSE IN
 LA2338'WINCHESTER, IN THE NORTHWEST ANGLE OF THE T-INTERSECTION FORMED BY THE
 LA2338'EAST END OF EAST SHORT STREET AND A NORTH-SOUTH GRAVEL ROAD, IN A
 LA2338'FIELD OWNED BY S.E. BENSON, 37 FEET NORTH OF THE NORTH EDGE OF THE
 LA2338'CONCRETE PAVEMENT OF EAST SHORT STREET, 26.5 FEET NORTHWEST OF THE
 LA2338'CORNER FENCE POST OF THE FIELD, 31.5 FEET WEST OF THE CENTER LINE OF
 LA2338'THE GRAVEL ROAD, AND 12 INCHES UNDERGROUND.
 LA2338'
 LA2338'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2338'DISKS SET IN CONCRETE.
 LA2338'
 LA2338'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE WEST RIGHT-OF-WAY
 LA2338'FENCE OF THE GRAVEL ROAD, 205.34 FEET NORTHEAST OF REFERENCE MARK NO.
 LA2338'2, AND PROJECTS 6 INCHES.
 LA2338'
 LA2338'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE NORTH EDGE OF THE
 LA2338'NORTH HEDGE RIGHT-OF-WAY FENCE OF EAST SHORT STREET, AND PROJECTS 6
 LA2338'INCHES.
 LA2338'
 LA2338'AZIMUTH MARK IS WEST OF THE STATION, 30 FEET NORTH OF THE CENTER LINE
 LA2338'OF EAST SHORT STREET, 100 FEET EAST OF A SMALL BUNGALOW OWNED BY REESE
 LA2338'WATSON, AND PROJECTS 5 INCHES.
 LA2338
 LA2338                          STATION RECOVERY (1969)
 LA2338
 LA2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2338'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE IN
 LA2338'GOOD CONDITION.  THE OLD AZIMUTH MARK WAS NOT RECOVERED AND IT IS
 LA2338'BELIEVED DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  REFERENCE
 LA2338'MARK 1 WAS FOUND DESTROYED AND WAS NOT REPLACED SINCE BENSON RM A WAS
 LA2338'SET.
 LA2338'
 LA2338'LAND ON WHICH THE STATION IS LOCATED IS NOW THE PROPERTY OF MR. RALPH
 LA2338'SUTTON WHO LIVES IN THE FIRST HOUSE TO THE NORTHWEST.  DUE TO CHANGES
 LA2338'IN THE OLD DESCRIPTION A NEW TO REACH IS AS FOLLOWS--
 LA2338'
 LA2338'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND MAIN STREET AT THE
 LA2338'NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN WINCHESTER, INDIANA, GO
 LA2338'EAST ON STATE HIGHWAY 32 FOR 1.3 MILES TO A CROSSROAD, (COUNTY LINE
 LA2338'ROAD 100 E).  TURN LEFT AND GO NORTH, CROSSING RAILROAD TRACKS, FOR
 LA2338'0.25 MILE TO JUNCTION WITH SIDE ROAD LEFT, (E. SHORT STREET)  THE
 LA2338'STATION IS IN THE NORTHWEST ANGLE OF INTERSECTION IN CULTIVATED FIELD.
 LA2338'
 LA2338'STATION MARK IS STAMPED BENSON 1934 AND IS SET 10 INCHES BELOW GROUND
 LA2338'SURFACE.
 LA2338'
 LA2338'IT IS 23.0 FEET NORTH OF A EAST-WEST FENCELINE, 25.1 FEET
 LA2338'NORTH-NORTHWEST OF A FENCE CORNER, 11.5 FEET WEST OF A NORTH-SOUTH
 LA2338'FENCELINE, 14.2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 32.5 FEET
 LA2338'WEST OF CENTERLINE OF COUNTY LINE ROAD 100 E, 56.5 FEET NORTHWEST OF
 LA2338'INTERSECTION OF E. SHORT STREET AND COUNTY LINE ROAD 100 E AND 44.5
 LA2338'FEET NORTH OF CENTERLINE OF E. SHORT STREET.
 LA2338'
 LA2338'REFERENCE MARK 2 IS STAMPED BENSON NO 2 1934 AND IS SET 5 INCHES ABOVE
 LA2338'GROUND SURFACE.  IT IS 19.5 FEET NORTH OF CENTERLINE OF E.  SHORT
 LA2338'STREET, 2.0 FEET SOUTH OF EAST-WEST FENCELINE, 39.3 FEET
 LA2338'NORTH-NORTHWEST OF POWERLINE POLE NO. RA 5 ID3-29 18 ME AND 13.9 FEET
 LA2338'EAST OF A GAS METER.
 LA2338'
 LA2338'BENSON RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED BENSON RM
 LA2338'A 1969 USA-TOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 LA2338'MONUMENT WHICH IS FLUSH WITH GROUND SURFACE.  A SUB-SURFACE DISK WAS
 LA2338'SET IN TOP OF A BLOCK OF CONCRETE WHICH IS SET ABOUT 3 FEET BELOW
 LA2338'GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.  IT IS
 LA2338'37.0 FEET WEST OF CENTERLINE OF COUNTY LINE ROAD 100 E, 87.0 FEET
 LA2338'SOUTH-SOUTHWEST OF INTERSECTION OF E. SHORT STREET AND COUNTY LINE
 LA2338'ROAD 100 E. 78.0 FEET SOUTH OF THE CENTERLINE OF E. SHORT STREET, 132
 LA2338'FEET EAST OF NORTHEAST CORNER OF HOUSE, 51.0 FEET NORTH OF A EAST-WEST
 LA2338'FENCELINE AND 116.0 FEET NORTH-NORTHWEST OF INTERSECTION OF RAILROAD
 LA2338'TRACKS AND COUNTY LINE ROAD 100 E.
 LA2338'
 LA2338'AZIMUTH MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED BENSON
 LA2338'AZI 1969 USA-TOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 LA2338'MONUMENT WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 15.0 FEET NORTH OF
 LA2338'CENTERLINE OF COUNTY LINE ROAD 100 N, 11.0 FEET WEST OF POWERLINE POLE
 LA2338'NO. 62, 1.7 FEET SOUTH OF EAST-WEST FENCELINE, 1.2 FEET SOUTH OF A
 LA2338'METAL WITNESS POST AND 195 FEET WEST OF INTERSECTION OF COUNTY LINE
 LA2338'ROADS 100 N AND 200 E.
 LA2338'
 LA2338'TO REACH AZIMUTH MARK FROM JUNCTION WITH SIDE ROAD LEFT, (E. SHORT
 LA2338'STREET), CONTINUE STRAIGHT AHEAD TO THE NORTH FOR 0.3 MILE TO A FORK.
 LA2338'TAKE RIGHT FORK (COUNTY LINE ROAD 100 N) AND GO EAST FOR 1.0 MILE TO
 LA2338'AZIMUTH IN FENCELINE ON THE LEFT.
 LA2338'
 LA2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 LA2338'EAST-NORTHEAST OF WINCHESTER.
 LA2338'
 LA2338'HEIGHT OF LIGHT ABOVE STATION MARK 113.3 FEET.
 LA2338
 LA2338                          STATION RECOVERY (1970)
 LA2338
 LA2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2338'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 LA2338'CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED THE 1934
 LA2338'MEASUREMENT.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  DUE TO
 LA2338'CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 LA2338'
 LA2338'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF WINCHESTER, ON
 LA2338'PROPERTY OWNED BY MR. RALPH SUTTON, WINCHESTER, INDIANA.
 LA2338'
 LA2338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2338'HIGHWAY 32, AT THE UNDERPASS IN THE SOUTHEAST EDGE OF WINCHESTER, GO
 LA2338'EAST ON STATE HIGHWAY 32 FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND
 LA2338'GO NORTH FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE STATION IN THE
 LA2338'NORTHWEST CORNER.  (TO REACH THE AZIMUTH MARK FROM THE STATION,
 LA2338'CONTINUE NORTH FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LA2338'EAST FOR 0.95 MILE TO THE MARK ON THE LEFT.)
 LA2338'
 LA2338'THE STATION MARK IS A STANDARD DISK, STAMPED BENSON 1934, SET IN THE
 LA2338'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS 14-INCHES BELOW THE
 LA2338'GROUND SURFACE.  IT IS 45 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 LA2338'32.5 FEET WEST OF THE CENTER OF A PAVED ROAD, 25 FEET NORTHWEST OF A
 LA2338'FENCE CORNER POST AND 14 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 LA2338'
 LA2338'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENSON NO 2 1934, SET IN
 LA2338'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECT 6 INCHES.
 LA2338'IT IS 103 FEET WEST OF A TELEPHONE POLE, 19 FEET NORTH OF THE CENTER
 LA2338'OF THE PAVED ROAD AND 1.9 FEET SOUTH OF A WIRE FENCE.
 LA2338'
 LA2338'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BENSON 1934 NO 3 1970,
 LA2338'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LA2338'THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF THE CENTER OF THE PAVED
 LA2338'ROAD, 8.0 FEET NORTH OF A POWER LINE POLE AND 0.6 FEET NORTH OF A WIRE
 LA2338'FENCE.
 LA2338'
 LA2338'THE AZIMUTH MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 LA2338'BENSON AZI 1969 USATOPOCOM, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LA2338'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET NORTH
 LA2338'OF THE CENTER OF A GRAVELED ROAD, 11 FEET WEST OF A POWER LINE POLE
 LA2338'AND 1.3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 LA2338'
 LA2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTHEAST
 LA2338'EDGE OF WINCHESTER.
 LA2338
 LA2338                          STATION RECOVERY (2007)
 LA2338
 LA2338'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 LA2338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2341 ***********************************************************************
 LA2341  DESIGNATION -  BENSON RM A
 LA2341  PID         -  LA2341
 LA2341  STATE/COUNTY-  IN/RANDOLPH
 LA2341  COUNTRY     -  US
 LA2341  USGS QUAD   -  WINCHESTER (2019)
 LA2341
 LA2341                         *CURRENT SURVEY CONTROL
 LA2341  ______________________________________________________________________
 LA2341* NAD 83(1997) POSITION- 40 10 31.91518(N) 084 57 26.25568(W)   ADJUSTED
 LA2341* NAVD 88 ORTHO HEIGHT -   334.02  (+/-2cm)     1095.9   (feet) VERTCON3
 LA2341  ______________________________________________________________________
 LA2341  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 LA2341  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 LA2341  HORZ ORDER      -  FIRST
 LA2341  VERT ORDER      -  THIRD ? (See Below)
 LA2341
 LA2341.The horizontal coordinates were established by classical geodetic methods
 LA2341.and adjusted by the National Geodetic Survey in May 1999.
 LA2341
 LA2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2341
 LA2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2341.GEOID18 height accuracy estimate available here.
 LA2341
 LA2341.The vertical order pertains to the NGVD 29 superseded value.
 LA2341
 LA2341.Click photographs - Photos may exist for this station.
 LA2341
 LA2341.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2341
 LA2341. The following values were computed from the NAD 83(1997) position.
 LA2341
 LA2341;                    North         East     Units Scale Factor Converg.
 LA2341;SPC IN E     -   547,248.713   160,418.987   MT  1.00001159   +0 27 27.6
 LA2341;SPC IN E     - 1,795,431.82    526,307.96   sFT  1.00001159   +0 27 27.6
 LA2341;UTM  16      - 4,449,240.453   673,923.798   MT  0.99997239   +1 19 05.3
 LA2341
 LA2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2341!SPC IN E     -   0.99995287  x   1.00001159  =   0.99996445
 LA2341!UTM  16      -   0.99995287  x   0.99997239  =   0.99992526
 LA2341
 LA2341:                Primary Azimuth Mark                     Grid Az
 LA2341:SPC IN E     -  NIXON                                    283 04 53.4
 LA2341:UTM  16      -  NIXON                                    282 13 15.7
 LA2341
 LA2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7392349240(NAD 83)
 LA2341
 LA2341|---------------------------------------------------------------------|
 LA2341| PID    Reference Object                     Distance      Geod. Az  |
 LA2341|                                                           dddmmss.s |
 LA2341| LA2070 NIXON                               APPROX.13.8 KM 2833221.0 |
 LA2341|---------------------------------------------------------------------|
 LA2341
 LA2341                          SUPERSEDED SURVEY CONTROL
 LA2341
 LA2341  NAD 83(1995)-  40 10 31.91571(N)    084 57 26.25739(W) AD(       ) 1
 LA2341  NAD 83(1986)-  40 10 31.91836(N)    084 57 26.26542(W) AD(       ) 1
 LA2341  NAD 27      -  40 10 31.74763(N)    084 57 26.38710(W) AD(       ) 1
 LA2341  NGVD 29 (07/19/86)  334.16   (m)         1096.3    (f) LEVELING    3  
 LA2341
 LA2341.Superseded values are not recommended for survey control.
 LA2341
 LA2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2341.See file dsdata.pdf to determine how the superseded data were derived.
 LA2341
 LA2341_MARKER: DD = SURVEY DISK
 LA2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2341_STAMPING: BENSON RM A 1969 USATOPOCOM
 LA2341_MARK LOGO: USACE
 LA2341_PROJECTION: FLUSH
 LA2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2341+STABILITY: SURFACE MOTION
 LA2341
 LA2341  HISTORY     - Date     Condition        Report By
 LA2341  HISTORY     - 1969     MONUMENTED       AMS
 LA2341
 LA2341                          STATION DESCRIPTION
 LA2341
 LA2341'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2341'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF THE CENTRAL SECTION OF
 LA2341'WINCHESTER, ON PROPERTY WHICH IS OWNED AND OCCUPIED BY MR. FLOYD
 LA2341'LOWE AND AT THE SITE OF TRIANGULATION STATION BENSON
 LA2341'1934.
 LA2341'
 LA2341'STATION IS A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED BENSON RM A
 LA2341'1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 LA2341'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 116 FEET
 LA2341'NORTH-NORTHWEST OF A RAILROAD CROSSING, 132 FEET EAST OF THE
 LA2341'NORTHEAST CORNER OF MR. LOWES HOUSE, 87 FEET SOUTH-SOUTHWEST OF
 LA2341'100E-SHORT STREETS INTERSECTION, 78 FEET SOUTH OF THE
 LA2341'APPROXIMATE CENTER OF SHORT STREET, 37 FEET WEST OF THE
 LA2341'APPROXIMATE CENTER OF 100E STREET AND 51.0 FEET NORTH OF AN
 LA2341'EAST-WEST FENCELINE.
 LA2341'
 LA2341'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENSON
 LA2341'1934.
 LA2341'
 LA2341'A SUB-SURFACE DISK IS SET IN A BLOCK OF CONCRETE ABOUT 3 FEET BELOW
 LA2341'THE SURFACE DISK AND IS STAMPED THE SAME AS THE SURFACE DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1472 ***********************************************************************
 LB1472  DESIGNATION -  BENT C1
 LB1472  PID         -  LB1472
 LB1472  STATE/COUNTY-  IN/BENTON
 LB1472  COUNTRY     -  US
 LB1472  USGS QUAD   -  FOWLER (2019)
 LB1472
 LB1472                         *CURRENT SURVEY CONTROL
 LB1472  ______________________________________________________________________
 LB1472* NAD 83(1986) POSITION- 40 30 54.     (N) 087 15 18.     (W)   SCALED
 LB1472* NAVD 88 ORTHO HEIGHT -   223.020 (meters)      731.69  (feet) ADJUSTED
 LB1472  ______________________________________________________________________
 LB1472  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 LB1472  DYNAMIC HEIGHT  -        222.910 (meters)      731.33  (feet) COMP
 LB1472  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 LB1472
 LB1472  VERT ORDER      -  SECOND    CLASS 0
 LB1472
 LB1472.The horizontal coordinates were scaled from a map and have
 LB1472.an estimated accuracy of +/- 6 seconds.
 LB1472
 LB1472.The orthometric height was determined by differential leveling and
 LB1472.adjusted by the NATIONAL GEODETIC SURVEY
 LB1472.in June 1991.
 LB1472
 LB1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1472.GEOID18 height accuracy estimate available here.
 LB1472
 LB1472.Click photographs - Photos may exist for this station.
 LB1472
 LB1472.The dynamic height is computed by dividing the NAVD 88
 LB1472.geopotential number by the normal gravity value computed on the
 LB1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1472.degrees latitude (g = 980.6199 gals.).
 LB1472
 LB1472.The modeled gravity was interpolated from observed gravity values.
 LB1472
 LB1472;                    North         East    Units  Estimated Accuracy
 LB1472;SPC IN W     -   584,720.      885,450.      MT  (+/- 180 meters Scaled)
 LB1472
 LB1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK783849(NAD 83)
 LB1472
 LB1472                          SUPERSEDED SURVEY CONTROL
 LB1472
 LB1472  NGVD 29 (??/??/92)  223.082  (m)          731.89   (f) ADJ UNCH    2 0
 LB1472
 LB1472.Superseded values are not recommended for survey control.
 LB1472
 LB1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1472.See file dsdata.pdf to determine how the superseded data were derived.
 LB1472
 LB1472_MARKER: DD = SURVEY DISK
 LB1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1472_SP_SET: CULVERT
 LB1472_STAMPING: BENT C 1
 LB1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1472
 LB1472  HISTORY     - Date     Condition        Report By
 LB1472  HISTORY     - UNK      MONUMENTED       INHD
 LB1472  HISTORY     - 1946     GOOD             CGS
 LB1472
 LB1472                          STATION DESCRIPTION
 LB1472
 LB1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1472'0.6 MI S FROM OXFORD.
 LB1472'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 LB1472'AT OXFORD, ABOUT 0.15 MILE SOUTH FROM THE CROSSING OF THE NEW
 LB1472'YORK, CHICAGO AND ST. LOUIS RAILROAD, AT A 20 FOOT CONCRETE
 LB1472'CULVERT, 21.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1472'AND SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING
 LB1472'WALL OF THE CULVERT.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD
 LB1472'DISK, STAMPED BENT C1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3363 ***********************************************************************
 JZ3363  DESIGNATION -  BENTON
 JZ3363  PID         -  JZ3363
 JZ3363  STATE/COUNTY-  IN/JENNINGS
 JZ3363  COUNTRY     -  US
 JZ3363  USGS QUAD   -  NORTH VERNON (2019)
 JZ3363
 JZ3363                         *CURRENT SURVEY CONTROL
 JZ3363  ______________________________________________________________________
 JZ3363* NAD 83(1997) POSITION- 39 02 20.12961(N) 085 39 40.67723(W)   ADJUSTED
 JZ3363* NAVD 88 ORTHO HEIGHT -   211.97  (+/-2cm)      695.4   (feet) VERTCON3
 JZ3363  ______________________________________________________________________
 JZ3363  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 JZ3363  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 JZ3363  HORZ ORDER      -  SECOND
 JZ3363  VERT ORDER      -  THIRD ? (See Below)
 JZ3363
 JZ3363.The horizontal coordinates were established by classical geodetic methods
 JZ3363.and adjusted by the National Geodetic Survey in May 1999.
 JZ3363
 JZ3363.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3363
 JZ3363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3363.GEOID18 height accuracy estimate available here.
 JZ3363
 JZ3363.The vertical order pertains to the NGVD 29 superseded value.
 JZ3363
 JZ3363.Click photographs - Photos may exist for this station.
 JZ3363
 JZ3363.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3363
 JZ3363. The following values were computed from the NAD 83(1997) position.
 JZ3363
 JZ3363;                    North         East     Units Scale Factor Converg.
 JZ3363;SPC IN E     -   420,817.442   100,464.691   MT  0.99996667   +0 00 12.2
 JZ3363;SPC IN E     - 1,380,631.89    329,607.91   sFT  0.99996667   +0 00 12.2
 JZ3363;UTM  16      - 4,321,948.726   615,859.109   MT  0.99976529   +0 50 35.8
 JZ3363
 JZ3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3363!SPC IN E     -   0.99997208  x   0.99996667  =   0.99993876
 JZ3363!UTM  16      -   0.99997208  x   0.99976529  =   0.99973738
 JZ3363
 JZ3363:                Primary Azimuth Mark                     Grid Az
 JZ3363:SPC IN E     -  BARTHOLOMEW                              142 07 34.3
 JZ3363:UTM  16      -  BARTHOLOMEW                              141 17 10.7
 JZ3363
 JZ3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1585921948(NAD 83)
 JZ3363
 JZ3363|---------------------------------------------------------------------|
 JZ3363| PID    Reference Object                     Distance      Geod. Az  |
 JZ3363|                                                           dddmmss.s |
 JZ3363| JZ3364 BARTHOLOMEW                         APPROX. 0.8 KM 1420746.5 |
 JZ3363| CC7808 BENTON RM                            52.510 METERS 29928     |
 JZ3363| JZ3361 QUEENVILLE SCHOOLHOUSE FP           APPROX. 1.9 KM 3112629.9 |
 JZ3363| JZ3362 QUEENVILLE SCHOOLHOUSE CUPOLA       APPROX. 1.9 KM 3120838.4 |
 JZ3363|---------------------------------------------------------------------|
 JZ3363
 JZ3363                          SUPERSEDED SURVEY CONTROL
 JZ3363
 JZ3363  NAD 83(1995)-  39 02 20.12507(N)    085 39 40.82019(W) AD(       ) 2
 JZ3363  NAD 83(1993)-  39 02 20.12566(N)    085 39 40.81960(W) AD(       ) 2
 JZ3363  NAD 83(1986)-  39 02 20.12445(N)    085 39 40.82788(W) AD(       ) 2
 JZ3363  NAD 27      -  39 02 19.93600(N)    085 39 40.77000(W) AD(       ) 2
 JZ3363  USSD        -  39 02 20.08600(N)    085 39 40.59900(W) AD(       ) 3
 JZ3363  NGVD 29             212.09   (m)          695.8    (f) LEVELING    3  
 JZ3363
 JZ3363.Superseded values are not recommended for survey control.
 JZ3363
 JZ3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3363.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3363
 JZ3363_MARKER: DS = TRIANGULATION STATION DISK
 JZ3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3363_STAMPING: BENTON 1920
 JZ3363_MARK LOGO: CGS
 JZ3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3363+STABILITY: SURFACE MOTION
 JZ3363
 JZ3363  HISTORY     - Date     Condition        Report By
 JZ3363  HISTORY     - 1920     MONUMENTED       CGS
 JZ3363  HISTORY     - 1957     POOR             CGS
 JZ3363
 JZ3363                          STATION DESCRIPTION
 JZ3363
 JZ3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3363'ON THE E SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 1 YARD FROM
 JZ3363'THE FENCE LINE, 3 MILES N OF NORTH VERNON, AND ABOUT 50 YARDS S
 JZ3363'OF A FARM ROAD CROSSING, 6.650 METERS,21.82 FEET,E OF THE E AND
 JZ3363'NEAREST RAIL. THE STATION, UNDERGROUND, AND REFERENCE
 JZ3363'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3363'THE REFERENCE MARK IS AT THE FENCE CORNER AT THE
 JZ3363'FARM ROAD CROSSING AND ON THE OPPOSITE SIDE OF THE TRACK, 52.51
 JZ3363'METERS, 172.27 FT., FROM THE STATION N 60 DEG 31 MIN W.
 JZ3363
 JZ3363                          STATION RECOVERY (1957)
 JZ3363
 JZ3363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 JZ3363'STATION HAS BEEN DISTURBED. THE TOP OF THE BRONZE CAP HAS BEEN CUT
 JZ3363'OFF LEAVING THE STEM IN THE CONCRETE. THE STATION IS 19.8 FEET E
 JZ3363'OF THE E AND NEAREST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1510 ***********************************************************************
 LB1510  DESIGNATION -  BENTON C 2
 LB1510  PID         -  LB1510
 LB1510  STATE/COUNTY-  IN/BENTON
 LB1510  COUNTRY     -  US
 LB1510  USGS QUAD   -  PINE VILLAGE (2019)
 LB1510
 LB1510                         *CURRENT SURVEY CONTROL
 LB1510  ______________________________________________________________________
 LB1510* NAD 83(1986) POSITION- 40 29 04.     (N) 087 15 17.     (W)   SCALED
 LB1510* NAVD 88 ORTHO HEIGHT -   214.934 (meters)      705.16  (feet) ADJUSTED
 LB1510  ______________________________________________________________________
 LB1510  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 LB1510  DYNAMIC HEIGHT  -        214.827 (meters)      704.81  (feet) COMP
 LB1510  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 LB1510
 LB1510  VERT ORDER      -  SECOND    CLASS 0
 LB1510
 LB1510.The horizontal coordinates were scaled from a map and have
 LB1510.an estimated accuracy of +/- 6 seconds.
 LB1510
 LB1510.The orthometric height was determined by differential leveling and
 LB1510.adjusted by the NATIONAL GEODETIC SURVEY
 LB1510.in June 1991.
 LB1510
 LB1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1510.GEOID18 height accuracy estimate available here.
 LB1510
 LB1510.Click photographs - Photos may exist for this station.
 LB1510
 LB1510.The dynamic height is computed by dividing the NAVD 88
 LB1510.geopotential number by the normal gravity value computed on the
 LB1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1510.degrees latitude (g = 980.6199 gals.).
 LB1510
 LB1510.The modeled gravity was interpolated from observed gravity values.
 LB1510
 LB1510;                    North         East    Units  Estimated Accuracy
 LB1510;SPC IN W     -   581,320.      885,470.      MT  (+/- 180 meters Scaled)
 LB1510
 LB1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784815(NAD 83)
 LB1510
 LB1510                          SUPERSEDED SURVEY CONTROL
 LB1510
 LB1510  NGVD 29 (??/??/92)  215.00   (m)          705.4    (f) COMPUTED    2 0
 LB1510
 LB1510.Superseded values are not recommended for survey control.
 LB1510
 LB1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1510.See file dsdata.pdf to determine how the superseded data were derived.
 LB1510
 LB1510_MARKER: DD = SURVEY DISK
 LB1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1510_SP_SET: CULVERT
 LB1510_STAMPING: BENTON C 2
 LB1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1510
 LB1510  HISTORY     - Date     Condition        Report By
 LB1510  HISTORY     - UNK      MONUMENTED       INHD
 LB1510  HISTORY     - 1946     GOOD             CGS
 LB1510
 LB1510                          STATION DESCRIPTION
 LB1510
 LB1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1510'2.6 MI S FROM OXFORD.
 LB1510'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 LB1510'AT OXFORD, AT A 20 FOOT CONCRETE CULVERT, 21.7 FEET WEST OF THE
 LB1510'CENTER LINE OF THE HIGHWAY, SET IN THE NORTHEAST END OF THE
 LB1510'SOUTHWEST WING WALL OF THE CULVERT.  AN INDIANA STATE HIGHWAY
 LB1510'COMMISSION STANDARD DISK, STAMPED BENTON C 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2284 ***********************************************************************
 ME2284  DESIGNATION -  BERGER
 ME2284  PID         -  ME2284
 ME2284  STATE/COUNTY-  IN/FULTON
 ME2284  COUNTRY     -  US
 ME2284  USGS QUAD   -  AKRON (2019)
 ME2284
 ME2284                         *CURRENT SURVEY CONTROL
 ME2284  ______________________________________________________________________
 ME2284* NAD 83(1997) POSITION- 41 01 40.13399(N) 086 00 31.06476(W)   ADJUSTED
 ME2284* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 ME2284  ______________________________________________________________________
 ME2284  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 ME2284  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 ME2284  HORZ ORDER      -  FIRST
 ME2284
 ME2284.The horizontal coordinates were established by classical geodetic methods
 ME2284.and adjusted by the National Geodetic Survey in May 1999.
 ME2284
 ME2284.The orthometric height was scaled from a topographic map.
 ME2284
 ME2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2284.GEOID18 height accuracy estimate available here.
 ME2284
 ME2284.Click photographs - Photos may exist for this station.
 ME2284
 ME2284.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2284
 ME2284. The following values were computed from the NAD 83(1997) position.
 ME2284
 ME2284;                    North         East     Units Scale Factor Converg.
 ME2284;SPC IN E     -   641,703.399    71,241.961   MT  0.99997684   -0 13 28.1
 ME2284;SPC IN E     - 2,105,321.90    233,733.00   sFT  0.99997684   -0 13 28.1
 ME2284;UTM  16      - 4,542,318.115   583,341.334   MT  0.99968549   +0 39 02.9
 ME2284
 ME2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2284!SPC IN E     -   0.99996219  x   0.99997684  =   0.99993903
 ME2284!UTM  16      -   0.99996219  x   0.99968549  =   0.99964769
 ME2284
 ME2284:                Primary Azimuth Mark                     Grid Az
 ME2284:SPC IN E     -  BERGER AZ MK                             188 38 31.2
 ME2284:UTM  16      -  BERGER AZ MK                             187 46 00.2
 ME2284
 ME2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8334142318(NAD 83)
 ME2284
 ME2284|---------------------------------------------------------------------|
 ME2284| PID    Reference Object                     Distance      Geod. Az  |
 ME2284|                                                           dddmmss.s |
 ME2284| CM2777 BERGER RM 1                          40.968 METERS 03836     |
 ME2284| CM2778 BERGER RM 2                          27.938 METERS 11744     |
 ME2284| CM2776 BERGER AZ MK                                       1882503.1 |
 ME2284|---------------------------------------------------------------------|
 ME2284
 ME2284                          SUPERSEDED SURVEY CONTROL
 ME2284
 ME2284  NAD 83(1986)-  41 01 40.13891(N)    086 00 31.07511(W) AD(       ) 1
 ME2284  NAD 27      -  41 01 39.98340(N)    086 00 31.09740(W) AD(       ) 1
 ME2284
 ME2284.Superseded values are not recommended for survey control.
 ME2284
 ME2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2284.See file dsdata.pdf to determine how the superseded data were derived.
 ME2284
 ME2284_MARKER: DS = TRIANGULATION STATION DISK
 ME2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2284_STAMPING: BERGER 1947
 ME2284_MARK LOGO: CGS
 ME2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2284+STABILITY: SURFACE MOTION
 ME2284
 ME2284  HISTORY     - Date     Condition        Report By
 ME2284  HISTORY     - 1947     MONUMENTED       CGS
 ME2284  HISTORY     - 1952     GOOD             CGS
 ME2284
 ME2284                          STATION DESCRIPTION
 ME2284
 ME2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2284'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF AKRON ON PROPERTY
 ME2284'OWNED BY T. A. LOHER.  IT IS 104 FEET WEST OF THE CENTER OF THE
 ME2284'NORTH-SOUTH ROAD, 75 FEET WEST OF A NORTH-SOUTH FENCE, 30 FEET NORTH
 ME2284'OF THE CENTER OF THE EAST-WEST ROAD AND 10 FEET NORTH OF A FENCE AND
 ME2284'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2284'STAMPED BERGER 1947.
 ME2284'
 ME2284'REFERENCE MARK NO. 1 IS 134.41 FEET NORTHEAST OF THE STATION.  IT IS
 ME2284'21 FEET WEST OF THE NORTH-SOUTH ROAD AND ONE FOOT WEST OF THE FENCE.
 ME2284'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BERGER NO 1
 ME2284'1947.
 ME2284'
 ME2284'REFERENCE MARK NO. 2 IS 91.66 FEET SOUTHEAST OF THE STATION.  IT IS 25
 ME2284'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 18 FEET SOUTH OF
 ME2284'THE CENTER OF THE ROAD AND ONE FOOT NORTH OF THE FENCE.  THE MARK
 ME2284'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BERGER NO 2 1947.
 ME2284'
 ME2284'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE EAST SIDE OF THE
 ME2284'ROAD.  IT IS 15 FEET EAST OF THE CENTER OF THE ROAD, 18 FEET NORTH OF
 ME2284'A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME2284'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BERGER 1947.
 ME2284'
 ME2284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND
 ME2284'114 IN AKRON GO EAST ON HIGHWAYS 14 AND 114 FOR 0.5 MILE TO WHERE
 ME2284'HIGHWAY 14 TURNS LEFT AND HIGHWAY 114 STRAIGHT AHEAD, CONTINUE
 ME2284'STRAIGHT AHEAD ON HIGHWAY 114 FOR 0.6 MILE TO A CROSSROAD, TURN RIGHT
 ME2284'AND GO SOUTH 0.5 MILE TO WHERE ROAD TURNS RIGHT AND STATION AS
 ME2284'DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 ME2284'THE LEFT AS DESCRIBED.
 ME2284'
 ME2284'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2284
 ME2284                          STATION RECOVERY (1952)
 ME2284
 ME2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2284'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2284'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK AND THE
 ME2284'REFERENCE MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2284'
 ME2284'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1853 ***********************************************************************
 MD1853  DESIGNATION -  BERLEIN
 MD1853  PID         -  MD1853
 MD1853  STATE/COUNTY-  IN/STEUBEN
 MD1853  COUNTRY     -  US
 MD1853  USGS QUAD   -  ANGOLA EAST (2019)
 MD1853
 MD1853                         *CURRENT SURVEY CONTROL
 MD1853  ______________________________________________________________________
 MD1853* NAD 83(2011) POSITION- 41 37 45.01674(N) 084 53 06.87206(W)   ADJUSTED
 MD1853* NAD 83(2011) ELLIP HT-   294.071 (meters)        (06/27/12)   ADJUSTED
 MD1853* NAD 83(2011) EPOCH   -  2010.00
 MD1853* NAVD 88 ORTHO HEIGHT -   327.3   (meters)     1074.    (feet) GPS OBS
 MD1853  ______________________________________________________________________
 MD1853  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MD1853  GEOID HEIGHT    -        -33.400 (meters)                     GEOID93
 MD1853  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1853  NAD 83(2011) X  -    425,666.721 (meters)                     COMP
 MD1853  NAD 83(2011) Y  - -4,755,667.440 (meters)                     COMP
 MD1853  NAD 83(2011) Z  -  4,215,101.699 (meters)                     COMP
 MD1853  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 MD1853
 MD1853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1853  Standards:
 MD1853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1853  -------------------------------------------------------------------
 MD1853  NETWORK    2.31   4.84           1.05   0.81   2.47      0.03289985
 MD1853  -------------------------------------------------------------------
 MD1853  Click here for local accuracies and other accuracy information.
 MD1853
 MD1853.The horizontal coordinates were established by GPS observations
 MD1853.and adjusted by the National Geodetic Survey in June 2012.
 MD1853
 MD1853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1853.been affixed to the stable North American tectonic plate. See 
 MD1853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1853
 MD1853.The horizontal coordinates are valid at the epoch date displayed above
 MD1853.which is a decimal equivalence of Year/Month/Day.
 MD1853
 MD1853.The orthometric height was determined by GPS observations and a
 MD1853.high-resolution geoid model.
 MD1853
 MD1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1853.GEOID18 height accuracy estimate available here.
 MD1853
 MD1853.Click photographs - Photos may exist for this station.
 MD1853
 MD1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1853
 MD1853.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1853
 MD1853.The ellipsoidal height was determined by GPS observations
 MD1853.and is referenced to NAD 83.
 MD1853
 MD1853. The following values were computed from the NAD 83(2011) position.
 MD1853
 MD1853;                    North         East     Units Scale Factor Converg.
 MD1853;SPC IN E     -   708,726.611   165,114.202   MT  1.00001882   +0 31 08.8
 MD1853;SPC IN E     - 2,325,213.89    541,712.18   sFT  1.00001882   +0 31 08.8
 MD1853;SPC OH N     -   220,651.374   401,265.001   MT  0.99998711   -1 34 01.1
 MD1853;SPC OH N     -   723,920.38  1,316,483.59   sFT  0.99998711   -1 34 01.1
 MD1853;UTM  16      - 4,610,765.016   676,157.138   MT  0.99998188   +1 24 18.8
 MD1853
 MD1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1853!SPC IN E     -   0.99995388  x   1.00001882  =   0.99997270
 MD1853!SPC OH N     -   0.99995388  x   0.99998711  =   0.99994099
 MD1853!UTM  16      -   0.99995388  x   0.99998188  =   0.99993576
 MD1853
 MD1853:                Primary Azimuth Mark                     Grid Az
 MD1853:SPC IN E     -  BERLEIN AZ MK                            283 57 19.0
 MD1853:SPC OH N     -  BERLEIN AZ MK                            286 02 28.9
 MD1853:UTM  16      -  BERLEIN AZ MK                            283 04 09.0
 MD1853
 MD1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7615710765(NAD 83)
 MD1853
 MD1853|---------------------------------------------------------------------|
 MD1853| PID    Reference Object                     Distance      Geod. Az  |
 MD1853|                                                           dddmmss.s |
 MD1853| CE5747 BERLEIN RM 1                         34.214 METERS 04803     |
 MD1853| CE5749 BERLEIN RM 3                         28.069 METERS 08921     |
 MD1853| MD1865 BERLEIN 2                            18.523 METERS 18121     |
 MD1853| CE5748 BERLEIN RM 2                         28.074 METERS 26927     |
 MD1853| CE5746 BERLEIN AZ MK                                      2842827.8 |
 MD1853| MD1479 ANGOLA CABLE TV MAST                APPROX.11.4 KM 3010914.1 |
 MD1853|---------------------------------------------------------------------|
 MD1853
 MD1853                          SUPERSEDED SURVEY CONTROL
 MD1853
 MD1853  NAD 83(2007)-  41 37 45.01672(N)    084 53 06.87272(W) AD(2002.00) 0
 MD1853  ELLIP H (02/10/07)  294.072  (m)                       GP(2002.00)    
 MD1853  NAD 83(1997)-  41 37 45.01684(N)    084 53 06.87232(W) AD(       ) 2
 MD1853  ELLIP H (05/25/99)  294.129  (m)                       GP(       ) 4 1
 MD1853  NAD 83(1995)-  41 37 45.01684(N)    084 53 06.87233(W) AD(       ) 2
 MD1853  NAD 83(1994)-  41 37 45.01691(N)    084 53 06.87236(W) AD(       ) 2
 MD1853  NAD 83(1986)-  41 37 45.01787(N)    084 53 06.88637(W) AD(       ) 2
 MD1853  NAD 27      -  41 37 44.83600(N)    084 53 07.02690(W) AD(       ) 2
 MD1853  NGVD 29 (07/19/86)  328.6    (m)         1078.     (f) VERT ANG       
 MD1853
 MD1853.Superseded values are not recommended for survey control.
 MD1853
 MD1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1853.See file dsdata.pdf to determine how the superseded data were derived.
 MD1853
 MD1853_MARKER: DS = TRIANGULATION STATION DISK
 MD1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1853_STAMPING: BERLEIN 1946
 MD1853_MARK LOGO: CGS
 MD1853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1853+STABILITY: SURFACE MOTION
 MD1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1853+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1993
 MD1853
 MD1853  HISTORY     - Date     Condition        Report By
 MD1853  HISTORY     - 1946     MONUMENTED       CGS
 MD1853  HISTORY     - 1946     GOOD             CGS
 MD1853  HISTORY     - 1960     GOOD             CGS
 MD1853  HISTORY     - 1970     GOOD             NGS
 MD1853  HISTORY     - 19921203 GOOD             OHPLS
 MD1853  HISTORY     - 19930525 GOOD
 MD1853  HISTORY     - 20061231 GOOD             GEOCAC
 MD1853
 MD1853                          STATION DESCRIPTION
 MD1853
 MD1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1853'STATION IS LOCATED 5.8 MILES EAST OF THE CIRCLE IN ANGOLA, ON THE
 MD1853'SOUTH SIDE OF U.S.  HIGHWAY 20.  IT IS 48 FEET SOUTHEAST OF A POWER
 MD1853'POLE, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FEET
 MD1853'NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MD1853'STAMPED BERLEIN 1946.
 MD1853'
 MD1853'REFERENCE MARK NO. 1 IS 112.25 FEET NORTHEAST OF THE STATION ON THE
 MD1853'NORTH SIDE OF THE HIGHWAY.  IT IS 25 FEET NORTH OF THE CENTER OF THE
 MD1853'HIGHWAY AND 42 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 MD1853'6 INCHES AND THE DISK IS STAMPED BERLEIN NO 1 1946.
 MD1853'
 MD1853'REFERENCE MARK NO. 2 IS 92.08 FEET WEST OF THE STATION.  IT IS 52 FEET
 MD1853'SOUTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF THE FENCE.
 MD1853'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BERLEIN NO 2
 MD1853'1946.
 MD1853'
 MD1853'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 MD1853'HIGHWAY 20.  IT IS 37 FEET NORTH OF THE CENTER OF THE HIGHWAY, 14 FEET
 MD1853'SOUTH OF A FENCE CORNER AND 30 FEET NORTH OF A TELEPHONE POLE.  THE
 MD1853'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BERLEIN 1946.
 MD1853'
 MD1853'TT 32 T (USGS) IS 2103.64 FEET EAST OF THE STATION ON THE SOUTH SIDE
 MD1853'OF U.S. HIGHWAY 20.  IT IS 46 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 MD1853'20 AND A GRAVEL ROAD NORTH, 28 FEET WEST OF THE NORTHWEST CORNER OF A
 MD1853'GAS STATION AND 2 FEET NORTH OF A POWER POLE.  THE DISK IS A STANDARD
 MD1853'U.S.G.S. DISK SET IN A 8X8 INCH CONCRETE POST AND STAMPED TT 32 T 1937
 MD1853'(ELEV.) 1048 (FEET ABOVE SEA LEVEL)
 MD1853'
 MD1853'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1853
 MD1853                          STATION RECOVERY (1946)
 MD1853
 MD1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD1853'RECOVERED IN GOOD CONDITION.
 MD1853
 MD1853                          STATION RECOVERY (1960)
 MD1853
 MD1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1853'ALL MARKS IN GOOD CONDITION, EXCEPT DISTURBED R.M. NO. 1 WAS RESET AS
 MD1853'R.M. NO. 3.
 MD1853'
 MD1853'ABOUT 6.0 MILES E ALONG NO. 20 U.S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1853'COURTHOUSE IN ANGOLA, ABOUT 25 YARDS W OF E END OF LONG EASY HWY.
 MD1853'CURVE, 49 FEET S OF CENTER LINE OF 24- FOOT ASPHALT PAVEMENT, 3.6 FEET
 MD1853'HIGHER THAN SAME, 4 FEET NNE OF PROJECTED CENTER LINE OF HWY. TANGENT
 MD1853'FROM THE W, STANDARD DISKS STAMPED BERLEIN 1946 ARE SET IN NOTES 1A
 MD1853'AND 7A MARKS WITH THE UPPER MARK PROJECTING 0.3 FOOT ABOVE GROUND, 2.5
 MD1853'FEET ENE OF WITNESS POST.
 MD1853'
 MD1853'REFERENCE STAMPED BERLEIN NO 2 1946, NOTE 11A, PROJECTS 0.6 FOOT, IS
 MD1853'92.07 FEET OR 28.062 METERS W IN AZIMUTH 89 DEG 26 MIN 31 SEC FROM THE
 MD1853'STATION, 52 FEET S OF CENTER LINE OF HWY., AND 48 FEET W OF THE
 MD1853'PROJECTED LINE OF FENCE ON N SIDE OF THE HIGHWAY.
 MD1853'
 MD1853'REFERENCE STAMPED BERLEIN NO 3 1946 1960, NOTE 11A, PROJECTS 0.5 FOOT,
 MD1853'IS 92.09 FEET OR 28.069 METERS E IN AZIMUTH 269 DEG 19 MIN 21 SEC FROM
 MD1853'THE STATION, 49 FEET S OF CENTER LINE OF THE HWY., AND 6 FEET W OF
 MD1853'PROJECTED PLANE OF W WALL OF CONCRETE BLOCK HOUSE N OF HIGHWAY.
 MD1853'
 MD1853'AZIMUTH STAMPED BERLEIN 1946, NOTE 16A, PROJECTS 0.6 FOOT, IS ABOUT
 MD1853'0.4 MILE WNW IN AZIMUTH 104 DEG 27 MIN 30.8 SEC FROM THE STATION, 37
 MD1853'FEET NNE OF CENTER LINE OF HWY., 1.1 FEET HIGHER THAN SAME, 40 FEET E
 MD1853'OF PROJECTED PLANE OF E WALL OF FRAME HOUSE ON S SIDE OF HWY., 9 FEET
 MD1853'W OF PROJECTED LINE OF FENCE FROM THE N, AT THE W END OF A LONG PILE
 MD1853'OF WASTE CONCRETE RUBBLE, AND 2.2 FEET E OF STEEL WITNESS POST.
 MD1853'
 MD1853'TT 32 T U.S.G.S. RECOVERED IN GOOD CONDITION, SEE DESCRIPTION THEREOF.
 MD1853
 MD1853                          STATION RECOVERY (1970)
 MD1853
 MD1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1853'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK WERE
 MD1853'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN DIRECTION OF 1-1/2
 MD1853'MINUTES AND DISTANCE OF PLUS .012 METERS WAS NOTED AND CHECKED TO
 MD1853'REFERENCE MARK 2.  THE STATION WAS NOT USED DUE TO A POWERLINE
 MD1853'OVERHEAD, SO BERLEIN 2 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 MD1853'
 MD1853'THE STATION IS LOCATED 4 MILES WEST OF THE OHIO STATE LINE, ALONG THE
 MD1853'RIGHT-OF-WAY OF U.S. HIGHWAY 20.
 MD1853'
 MD1853'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO EAST ON
 MD1853'HIGHWAY 20 FOR 4.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY 1.
 MD1853'CONTINUED EAST ON HIGHWAY 20 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE
 MD1853'LEFT.  CONTINUE EAST ON HIGHWAY 20 FOR 0.4 MILE TO THE EAST END OF A
 MD1853'CURVE AND TOP OF ROAD GRADE AND THE STATION ON THE RIGHT.
 MD1853'
 MD1853'STATION MARKS ARE STANDARD DISKS STAMPED BERLEIN 1946.  THE SURFACE
 MD1853'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MD1853'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 54 FEET EAST OF POWERLINE POLE
 MD1853'S306 16, 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2.5 FEET EAST-
 MD1853'NORTHEAST OF A METAL WITNESS POST, 1.0 FEET NORTH OF A WIRE FENCE, AND
 MD1853'3 FEET HIGHER THAN THE HIGHWAY.  NOTES 1A, 7A.
 MD1853'
 MD1853'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERLEIN 2 1946, SET IN THE
 MD1853'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 MD1853'ABOVE GROUND.  IT IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 38
 MD1853'FEET WEST OF THE POWERLINE POLE, AND 1 FOOT NORTH OF THE FENCE.  NOTE
 MD1853'11A.
 MD1853'
 MD1853'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BERLEIN NO 3 1946 1960,
 MD1853'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 MD1853'INCHES ABOVE GROUND.  IT IS 49 FEET SOUTH OF THE CENTER OF THE
 MD1853'HIGHWAY, 86 FEET WEST OF POWERLINE POLE S306 17, AND 0.5 FEET NORTH OF
 MD1853'THE FENCE.  NOTE 11A.
 MD1853'
 MD1853'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BERLEIN 1946 SET
 MD1853'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MD1853'INCHES ABOVE GROUND.  IT IS 37 FEET NORTH OF THE CENTER OF THE
 MD1853'HIGHWAY, 12.0 FEET SOUTHWEST OF A TELEPHONE POLE AND FENCE CORNER, 2.0
 MD1853'FEET EAST OF THE WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 MD1853'NOTE 11A.
 MD1853'
 MD1853'STATION MARKS BERLEIN 2 ARE STANDARD DISKS STAMPED BERLEIN 2 1970.
 MD1853'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1853'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 81 FEET SOUTHEAST OF
 MD1853'POWERLINE POLE S306 16, 61.3 FEET SOUTH OF THE WITNESS POST, 60 FEET
 MD1853'SOUTH OF THE FENCE, AND 109 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 MD1853'
 MD1853'TT 32 T 1937 (U.S. GEOLOGICAL SURVEY) WAS RECOVERED IN GOOD CONDITION,
 MD1853'BUT IT WILL NOT SEE THE STATION FROM THE GROUND, DUE TO TREES ON LINE.
 MD1853'
 MD1853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES EAST OF
 MD1853'ANGOLA
 MD1853
 MD1853                          STATION RECOVERY (1992)
 MD1853
 MD1853'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYORS OF OHIO 1992
 MD1853'RECOVERED IN GOOD CONDITION.
 MD1853
 MD1853                          STATION RECOVERY (1993)
 MD1853
 MD1853'RECOVERED 1993
 MD1853'RECOVERED IN GOOD CONDITION.
 MD1853
 MD1853                          STATION RECOVERY (2006)
 MD1853
 MD1853'RECOVERY NOTE BY GEOCACHING 2006 (NPP)
 MD1853'STATION MARK AND REFERENCE MARKS 2 AND 3 RECOVERED. REFERENCE MARK 1
 MD1853'NOT FOUND AFTER A VERY BRIEF SEARCH. AZIMUTH MARK NOT SEARCHED FOR.
 MD1853'STATION MAY BE SUITABLE FOR GPS, ALTHOUGH THERE ARE SOME BUSHES AND
 MD1853'TREES TO THE SOUTH MIGHT MAY OBSTRUCT THE VIEW, AS WELL AS THE
 MD1853'OVERHEAD POWER LINE NOTED IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1865 ***********************************************************************
 MD1865  DESIGNATION -  BERLEIN 2
 MD1865  PID         -  MD1865
 MD1865  STATE/COUNTY-  IN/STEUBEN
 MD1865  COUNTRY     -  US
 MD1865  USGS QUAD   -  ANGOLA EAST (2019)
 MD1865
 MD1865                         *CURRENT SURVEY CONTROL
 MD1865  ______________________________________________________________________
 MD1865* NAD 83(2011) POSITION- 41 37 44.41652(N) 084 53 06.89098(W)   ADJUSTED
 MD1865* NAD 83(2011) ELLIP HT-   294.200 (meters)        (06/27/12)   ADJUSTED
 MD1865* NAD 83(2011) EPOCH   -  2010.00
 MD1865* NAVD 88 ORTHO HEIGHT -   327.4   (meters)     1074.    (feet) GPS OBS
 MD1865  ______________________________________________________________________
 MD1865  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MD1865  GEOID HEIGHT    -        -33.400 (meters)                     GEOID93
 MD1865  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1865  NAD 83(2011) X  -    425,667.391 (meters)                     COMP
 MD1865  NAD 83(2011) Y  - -4,755,679.828 (meters)                     COMP
 MD1865  NAD 83(2011) Z  -  4,215,087.942 (meters)                     COMP
 MD1865  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 MD1865
 MD1865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1865  Standards:
 MD1865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1865  -------------------------------------------------------------------
 MD1865  NETWORK    2.11   3.65           0.99   0.67   1.86      0.03626122
 MD1865  -------------------------------------------------------------------
 MD1865  Click here for local accuracies and other accuracy information.
 MD1865
 MD1865.The horizontal coordinates were established by GPS observations
 MD1865.and adjusted by the National Geodetic Survey in June 2012.
 MD1865
 MD1865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1865.been affixed to the stable North American tectonic plate. See 
 MD1865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1865
 MD1865.The horizontal coordinates are valid at the epoch date displayed above
 MD1865.which is a decimal equivalence of Year/Month/Day.
 MD1865
 MD1865.The orthometric height was determined by GPS observations and a
 MD1865.high-resolution geoid model.
 MD1865
 MD1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1865.GEOID18 height accuracy estimate available here.
 MD1865
 MD1865.Click photographs - Photos may exist for this station.
 MD1865
 MD1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1865
 MD1865.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1865
 MD1865.The ellipsoidal height was determined by GPS observations
 MD1865.and is referenced to NAD 83.
 MD1865
 MD1865. The following values were computed from the NAD 83(2011) position.
 MD1865
 MD1865;                    North         East     Units Scale Factor Converg.
 MD1865;SPC IN E     -   708,708.089   165,113.931   MT  1.00001882   +0 31 08.8
 MD1865;SPC IN E     - 2,325,153.12    541,711.29   sFT  1.00001882   +0 31 08.8
 MD1865;SPC OH N     -   220,632.875   401,264.057   MT  0.99998708   -1 34 01.2
 MD1865;SPC OH N     -   723,859.69  1,316,480.49   sFT  0.99998708   -1 34 01.2
 MD1865;UTM  16      - 4,610,746.493   676,157.154   MT  0.99998188   +1 24 18.7
 MD1865
 MD1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1865!SPC IN E     -   0.99995386  x   1.00001882  =   0.99997268
 MD1865!SPC OH N     -   0.99995386  x   0.99998708  =   0.99994094
 MD1865!UTM  16      -   0.99995386  x   0.99998188  =   0.99993574
 MD1865
 MD1865:                Primary Azimuth Mark                     Grid Az
 MD1865:SPC IN E     -  BERLEIN AZ MK                            285 30 20.3
 MD1865:SPC OH N     -  BERLEIN AZ MK                            287 35 30.3
 MD1865:UTM  16      -  BERLEIN AZ MK                            284 37 10.4
 MD1865
 MD1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7615710746(NAD 83)
 MD1865
 MD1865|---------------------------------------------------------------------|
 MD1865| PID    Reference Object                     Distance      Geod. Az  |
 MD1865|                                                           dddmmss.s |
 MD1865| MD1853 BERLEIN                              18.523 METERS 00121     |
 MD1865| CE5749 BERLEIN RM 3                         34.177 METERS 05631     |
 MD1865| MD1864 BERLEIN 2 RM A                       27.870 METERS 21312     |
 MD1865| MD1852 PLEASANT LAKE ATT MICROWAVE         APPROX.10.9 KM 2284713.0 |
 MD1865| MD1485 ANGOLA ATT MICROWAVE                APPROX.11.3 KM 2653031.7 |
 MD1865| CE5746 BERLEIN AZ MK                                      2860129.1 |
 MD1865| MD1479 ANGOLA CABLE TV MAST                APPROX.11.4 KM 3011404.3 |
 MD1865| CE5748 BERLEIN RM 2                         33.117 METERS 30327     |
 MD1865| MD1861 FREMONT MUNICIPAL TANK              APPROX.11.9 KM 3384922.3 |
 MD1865|---------------------------------------------------------------------|
 MD1865
 MD1865                          SUPERSEDED SURVEY CONTROL
 MD1865
 MD1865  NAD 83(2007)-  41 37 44.41649(N)    084 53 06.89163(W) AD(2002.00) 0
 MD1865  ELLIP H (02/10/07)  294.198  (m)                       GP(2002.00)    
 MD1865  NAD 83(1997)-  41 37 44.41632(N)    084 53 06.89097(W) AD(       ) 1
 MD1865  ELLIP H (05/25/99)  294.259  (m)                       GP(       ) 4 1
 MD1865  NAD 83(1995)-  41 37 44.41631(N)    084 53 06.89099(W) AD(       ) 1
 MD1865  NAD 83(1994)-  41 37 44.41639(N)    084 53 06.89101(W) AD(       ) 1
 MD1865  NAD 83(1986)-  41 37 44.41774(N)    084 53 06.90500(W) AD(       ) 1
 MD1865  NAD 27      -  41 37 44.23546(N)    084 53 07.04554(W) AD(       ) 1
 MD1865  NGVD 29 (07/19/86)  328.8    (m)         1079.     (f) VERT ANG       
 MD1865
 MD1865.Superseded values are not recommended for survey control.
 MD1865
 MD1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1865.See file dsdata.pdf to determine how the superseded data were derived.
 MD1865
 MD1865_MARKER: DS = TRIANGULATION STATION DISK
 MD1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1865_STAMPING: BERLEIN 2 1970
 MD1865_MARK LOGO: CGS
 MD1865_PROJECTION: FLUSH
 MD1865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1865+STABILITY: SURFACE MOTION
 MD1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1865+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1993
 MD1865
 MD1865  HISTORY     - Date     Condition        Report By
 MD1865  HISTORY     - 1970     MONUMENTED       NGS
 MD1865  HISTORY     - 1970     GOOD             NGS
 MD1865  HISTORY     - 19921203 GOOD             OH-049
 MD1865  HISTORY     - 19930115 GOOD
 MD1865
 MD1865                          STATION DESCRIPTION
 MD1865
 MD1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1865'THE STATION IS LOCATED 6 MILES EAST OF ANGOLA, 4 MILES WEST OF THE
 MD1865'OHIO STATE LINE, ALONG U.S. HIGHWAY 20, IN A PASTURE OWNED BY JAMES P.
 MD1865'MCKINLEY, ROUTE 4, ANGOLA.
 MD1865'
 MD1865'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO EAST ON
 MD1865'HIGHWAY 20 FOR 4.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY 1.
 MD1865'CONTINUE EAST ON HIGHWAY 20 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE
 MD1865'LEFT.  CONTINUE EAST ON HIGHWAY 20 FOR 0.4 MILE TO THE EAST END OF A
 MD1865'CURVE AND TOP OF ROAD GRADE AND THE STATION ON THE RIGHT.
 MD1865'
 MD1865'STATION MARKS ARE STANDARD DISKS STAMPED BERLEIN 2 1970.  THE SURFACE
 MD1865'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MD1865'WHICH IS FLUSH WITH THE GROUND.  IT IS 81 FEET SOUTHEAST OF POWERLINE
 MD1865'POLE S306 16, 61.3 FEET SOUTH OF A METAL WITNESS POST, 60 FEET SOUTH
 MD1865'OF A WIRE FENCE, AND 109 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE
 MD1865'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MD1865'WHICH IS 42 INCHES BELOW GROUND.
 MD1865'
 MD1865'RM A MARKS ARE STANDARD STATION DISKS STAMPED BERLEIN 2 RM A 1970.
 MD1865'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1865'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 138 FEET SOUTH OF
 MD1865'POWERLINE POLE S306 16 AND 135 FEET SOUTH OF THE FENCE.  THE
 MD1865'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MD1865'WHICH IS 42 INCHES UNDERGROUND.
 MD1865'
 MD1865'BERLEIN STATION MARKS ARE STANDARD DISKS STAMPED BERLEIN 1946.  THE
 MD1865'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MD1865'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 49 FEET SOUTH OF THE
 MD1865'CENTER OF THE HIGHWAY, 54 FEET EAST OF POWERLINE POLE S306 16, 2.5
 MD1865'FEET EAST-NORTHEAST OF A METAL WITNESS POST, 1.0 FOOT NORTH OF THE
 MD1865'WIRE FENCE, AND 3 FEET HIGHER THAN THE ROAD.
 MD1865'
 MD1865'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERLEIN NO 2 1946, SET IN
 MD1865'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 MD1865'ABOVE GROUND.  IT IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 38
 MD1865'FEET WEST OF POWERLINE POLE S306 16, AND 1 FOOT NORTH OF THE FENCE.
 MD1865'
 MD1865'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BERLEIN NO 3 1946 1960 SET
 MD1865'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 MD1865'INCHES ABOVE GROUND.  IT IS 49 FEET SOUTH OF THE CENTER OF THE
 MD1865'HIGHWAY, 86 FEET WEST OF POWERLINE POLE S306 17, AND 0.5 FEET NORTH OF
 MD1865'THE FENCE.
 MD1865'
 MD1865'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BERLEIN 1946,
 MD1865'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MD1865'INCHES ABOVE GROUND.  IT IS 37 FEET NORTH OF THE CENTER OF THE
 MD1865'HIGHWAY, 12.0 FEET SOUTHWEST OF A TELEPHONE POLE AND A FENCE CORNER,
 MD1865'2.0 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT HIGHER THAN THE
 MD1865'HIGHWAY.
 MD1865'
 MD1865'TT 32 T IS A U.S. GEOLOGICAL SURVEY DISK STAMPED TT 32 T 1937 1048
 MD1865'(ELEVATION), SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 MD1865'PROJECTS 1 INCH ABOVE GROUND.  IT IS 46 FEET SOUTH OF THE CENTER OF
 MD1865'THE JUNCTION OF HIGHWAY 20 AND COUNTY ROAD 600 E, 28.4 FEET WEST OF
 MD1865'THE NORTHWEST CORNER OF A BLOCK BUILDING, 11.0 FEET EAST OF TELEPHONE
 MD1865'POLE S306 13, AND LEVEL WITH THE INTERSECTION.
 MD1865'
 MD1865'TO REACH TT 32 T FROM THE STATION, GO EAST ON HIGHWAY 20 FOR 0.4 MILE
 MD1865'TO THE INTERSECTION AND THE MARK ON THE RIGHT.
 MD1865'
 MD1865'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 MD1865
 MD1865                          STATION RECOVERY (1970)
 MD1865
 MD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD1865'RECOVERED IN GOOD CONDITION.
 MD1865
 MD1865                          STATION RECOVERY (1992)
 MD1865
 MD1865'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1992
 MD1865'RECOVERED IN GOOD CONDITION.
 MD1865
 MD1865                          STATION RECOVERY (1993)
 MD1865
 MD1865'RECOVERED 1993
 MD1865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1864 ***********************************************************************
 MD1864  DESIGNATION -  BERLEIN 2 RM A
 MD1864  PID         -  MD1864
 MD1864  STATE/COUNTY-  IN/STEUBEN
 MD1864  COUNTRY     -  US
 MD1864  USGS QUAD   -  ANGOLA EAST (2019)
 MD1864
 MD1864                         *CURRENT SURVEY CONTROL
 MD1864  ______________________________________________________________________
 MD1864* NAD 83(1997) POSITION- 41 37 43.66061(N) 084 53 07.55018(W)   ADJUSTED
 MD1864* NAVD 88 ORTHO HEIGHT -   328.6   (meters)     1078.    (feet) VERTCON3
 MD1864  ______________________________________________________________________
 MD1864  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1864  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 MD1864  HORZ ORDER      -  FIRST
 MD1864
 MD1864.The horizontal coordinates were established by classical geodetic methods
 MD1864.and adjusted by the National Geodetic Survey in May 1999.
 MD1864
 MD1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1864
 MD1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1864.GEOID18 height accuracy estimate available here.
 MD1864
 MD1864.Click photographs - Photos may exist for this station.
 MD1864
 MD1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1864
 MD1864. The following values were computed from the NAD 83(1997) position.
 MD1864
 MD1864;                    North         East     Units Scale Factor Converg.
 MD1864;SPC IN E     -   708,684.631   165,098.884   MT  1.00001880   +0 31 08.4
 MD1864;SPC IN E     - 2,325,076.16    541,661.92   sFT  1.00001880   +0 31 08.4
 MD1864;UTM  16      - 4,610,722.805   676,142.472   MT  0.99998182   +1 24 18.3
 MD1864
 MD1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1864!SPC IN E     -   0.99995372  x   1.00001880  =   0.99997252
 MD1864!UTM  16      -   0.99995372  x   0.99998182  =   0.99993554
 MD1864
 MD1864:                Primary Azimuth Mark                     Grid Az
 MD1864:SPC IN E     -  FREMONT RESET                            322 26 15.6
 MD1864:UTM  16      -  FREMONT RESET                            321 33 05.7
 MD1864
 MD1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7614210722(NAD 83)
 MD1864
 MD1864|---------------------------------------------------------------------|
 MD1864| PID    Reference Object                     Distance      Geod. Az  |
 MD1864|                                                           dddmmss.s |
 MD1864| MD1865 BERLEIN 2                            27.870 METERS 03312     |
 MD1864| MD1839 BRYAN ATT MICROWAVE                 APPROX.23.8 KM 1220827.0 |
 MD1864| MD1845 EDON MUN TANK                       APPROX.12.6 KM 1290656.8 |
 MD1864| MD1852 PLEASANT LAKE ATT MICROWAVE         APPROX.10.9 KM 2284934.0 |
 MD1864| MD1485 ANGOLA ATT MICROWAVE                APPROX.11.3 KM 2653714.1 |
 MD1864| MD1479 ANGOLA CABLE TV MAST                APPROX.11.4 KM 3012227.1 |
 MD1864| MD1860 FREMONT RESET                       APPROX.11.2 KM 3225724.0 |
 MD1864| MD1861 FREMONT MUNICIPAL TANK              APPROX.11.9 KM 3385553.3 |
 MD1864|---------------------------------------------------------------------|
 MD1864
 MD1864                          SUPERSEDED SURVEY CONTROL
 MD1864
 MD1864  NAD 83(1995)-  41 37 43.66060(N)    084 53 07.55019(W) AD(       ) 1
 MD1864  NAD 83(1994)-  41 37 43.66068(N)    084 53 07.55021(W) AD(       ) 1
 MD1864  NAD 83(1986)-  41 37 43.66188(N)    084 53 07.56433(W) AD(       ) 1
 MD1864  NAD 27      -  41 37 43.47973(N)    084 53 07.70470(W) AD(       ) 1
 MD1864  NGVD 29 (07/19/86)  328.7    (m)         1078.     (f) VERT ANG       
 MD1864
 MD1864.Superseded values are not recommended for survey control.
 MD1864
 MD1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1864.See file dsdata.pdf to determine how the superseded data were derived.
 MD1864
 MD1864_MARKER: DS = TRIANGULATION STATION DISK
 MD1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1864_STAMPING: BERLEIN 2 RM A 1970
 MD1864_MARK LOGO: CGS
 MD1864_PROJECTION: FLUSH
 MD1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1864+STABILITY: SURFACE MOTION
 MD1864
 MD1864  HISTORY     - Date     Condition        Report By
 MD1864  HISTORY     - 1970     MONUMENTED       NGS
 MD1864
 MD1864                          STATION DESCRIPTION
 MD1864
 MD1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1864'THE STATION IS LOCATED 6 MILES EAST OF ANGOLA, 4 MILES WEST OF
 MD1864'THE OHIO STATE
 MD1864'LINE, ALONG U.S. HIGHWAY 20, IN A PASTURE OWNED BY JAMES
 MD1864'P. MCKINLEY, ROUTE 4, ANGOLA.
 MD1864'
 MD1864'STATION MARKS ARE STANDARD DISKS STAMPED BERLEIN 2 RM A 1970.  THE
 MD1864'SURFACE DISK IS
 MD1864'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MD1864'FLUSH WITH THE GROUND SURFACE.  IT
 MD1864'IS 138 FEET SOUTH OF POWER LINE POLE
 MD1864'S306 16 AND 135 FEET SOUTH OF A FENCE.  THE
 MD1864'UNDERGROUND DISK IS SET IN
 MD1864'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 MD1864'GROUND SURFACE.
 MD1864'(NOTES 1B AND 7A)
 MD1864'
 MD1864'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BERLEIN 2
 MD1864'1970 AND THE
 MD1864'DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE NOTED
 MD1864'BELOW.
 MD1864'
 MD1864'NOTE- FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR BERLEIN 2
 MD1864'1970.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2391 ***********************************************************************
 LA2391  DESIGNATION -  BERNE
 LA2391  PID         -  LA2391
 LA2391  STATE/COUNTY-  IN/ADAMS
 LA2391  COUNTRY     -  US
 LA2391  USGS QUAD   -  BERNE (2019)
 LA2391
 LA2391                         *CURRENT SURVEY CONTROL
 LA2391  ______________________________________________________________________
 LA2391* NAD 83(1997) POSITION- 40 39 01.39030(N) 084 57 07.29704(W)   ADJUSTED
 LA2391* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2391  ______________________________________________________________________
 LA2391  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA2391  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 LA2391  HORZ ORDER      -  THIRD
 LA2391
 LA2391.The horizontal coordinates were established by classical geodetic methods
 LA2391.and adjusted by the National Geodetic Survey in May 1999.
 LA2391
 LA2391.The orthometric height was scaled from a topographic map.
 LA2391
 LA2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2391.GEOID18 height accuracy estimate available here.
 LA2391
 LA2391.Click photographs - Photos may exist for this station.
 LA2391
 LA2391.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2391
 LA2391. The following values were computed from the NAD 83(1997) position.
 LA2391
 LA2391;                    North         East     Units Scale Factor Converg.
 LA2391;SPC IN E     -   599,980.250   160,441.153   MT  1.00001161   +0 27 56.0
 LA2391;SPC IN E     - 1,968,435.20    526,380.68   sFT  1.00001161   +0 27 56.0
 LA2391;UTM  16      - 4,501,964.164   673,150.202   MT  0.99996904   +1 20 04.1
 LA2391
 LA2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2391!SPC IN E     -   0.99996404  x   1.00001161  =   0.99997565
 LA2391!UTM  16      -   0.99996404  x   0.99996904  =   0.99993308
 LA2391
 LA2391:                Primary Azimuth Mark                     Grid Az
 LA2391:SPC IN E     -  BERNE AZ MK                              210 29 40.2
 LA2391:UTM  16      -  BERNE AZ MK                              209 37 32.1
 LA2391
 LA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7315001964(NAD 83)
 LA2391
 LA2391|---------------------------------------------------------------------|
 LA2391| PID    Reference Object                     Distance      Geod. Az  |
 LA2391|                                                           dddmmss.s |
 LA2391| LA2389 BERNE DUNBAR FURNITURE CORP TK      409.745 METERS 0244541.3 |
 LA2391| CE5755 BERNE RM 1                           29.047 METERS 04805     |
 LA2391| CE5754 BERNE AZ MK                                        2105736.2 |
 LA2391| CE5756 BERNE RM 2                           22.614 METERS 22735     |
 LA2391|---------------------------------------------------------------------|
 LA2391
 LA2391                          SUPERSEDED SURVEY CONTROL
 LA2391
 LA2391  NAD 83(1995)-  40 39 01.39024(N)    084 57 07.29935(W) AD(       ) 3
 LA2391  NAD 83(1986)-  40 39 01.39279(N)    084 57 07.31213(W) AD(       ) 3
 LA2391  NAD 27      -  40 39 01.22670(N)    084 57 07.43110(W) AD(       ) 3
 LA2391
 LA2391.Superseded values are not recommended for survey control.
 LA2391
 LA2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2391.See file dsdata.pdf to determine how the superseded data were derived.
 LA2391
 LA2391_MARKER: DS = TRIANGULATION STATION DISK
 LA2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2391_STAMPING: BERNE 1955
 LA2391_MARK LOGO: CGS
 LA2391_PROJECTION: FLUSH
 LA2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2391+STABILITY: SURFACE MOTION
 LA2391
 LA2391  HISTORY     - Date     Condition        Report By
 LA2391  HISTORY     - 1955     MONUMENTED       CGS
 LA2391  HISTORY     - 1963     GOOD             CGS
 LA2391
 LA2391                          STATION DESCRIPTION
 LA2391
 LA2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2391'THE STATION IS IN THE NORTH EDGE OF THE CITY PARK WHICH IS IN THE
 LA2391'SOUTH PART OF THE TOWN OF BERNE.  IT IS 100 FEET EAST OF THE EAST POST
 LA2391'OF THE WEST ENTRANCE GATE AND 35 FEET SOUTH OF THE CENTER OF PARK
 LA2391'AVENUE.
 LA2391'
 LA2391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PARK AVENUE FOR
 LA2391'0.1 MILE TO U.S. HIGHWAY 27, TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR
 LA2391'0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2391'
 LA2391'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2391'BERNE 1955.
 LA2391'
 LA2391'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE AVENUE AND 5
 LA2391'FEET NORTH OF A POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND,
 LA2391'AND THE DISK IS STAMPED BERNE NO 1 1955.
 LA2391'
 LA2391'REFERENCE MARK 2 IS 22 FEET NORTH OF A DRIVEWAY AND 65 FEET SOUTHEAST
 LA2391'OF THE EAST POST OF THE WEST ENTRANCE GATE.  THE MARK IS FLUSH WITH
 LA2391'THE GROUND, AND THE DISK IS STAMPED BERNE NO 2 1955.
 LA2391'
 LA2391'THE AZIMUTH MARK IS 31 FEET NORTH OF A FENCE CORNER, 29 FEET WEST OF
 LA2391'THE CENTER OF U.S. HIGHWAY 27, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH
 LA2391'OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 LA2391'AND THE DISK IS STAMPED BERNE 1955.
 LA2391'
 LA2391'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2391
 LA2391                          STATION RECOVERY (1963)
 LA2391
 LA2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2391'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2391'DESCRIBED EXCEPT THAT THE AZIMUTH MARK IS COMPLETELY AND IRRETREIVABLY
 LA2391'OBSTRUCTED BY HOUSES.  THIS AZIMUTH MARK WAS LEFT AS FOUND AND ANOTHER
 LA2391'WAS NOT SET.
 LA2391'
 LA2391'ABOUT 0.6 MILE S OF MAIN STREET AND 0.15 MILE E OF NO. 27 U.S. HWY.
 LA2391'IN THE TOWN OF BERNE, ON THE N EDGE OF LEHMAN PARK, 108 FEET E OF
 LA2391'PROJECTED CENTER LINE OF LEHMAN STREET, 93.0 FEET E OF SE CORNER OF
 LA2391'CONCRETE FOUNDATION OF E ONE OF TWO LARGER BRICK PILLAR AT THE W ONE
 LA2391'OF TWO PARK ENTRANCES, 1.9 FEET S OF PROJECTED LINE OF THE S SIDE OF
 LA2391'THE SAID TWO FOUNDATIONS, 36 FEET S OF CENTER LINE OF PARK AVENUE,
 LA2391'STANDARD DISKS STAMPED BERNE 1955 ARE SET IN 1B AND 7A MARKS WITH THE
 LA2391'UPPER MARK FLUSH WITH THE GROUND.
 LA2391'
 LA2391'REFERENCE STAMPED BERNE NO 1 1955, NOTE 11B, FLUSH, IS 95.30 FEET
 LA2391'(29.047 METERS) NE OF STATION, 25 FEET N OF CENTER LINE OF THE AVENUE,
 LA2391'23.7 FEET WNW OF A FIRE HYDRANT, AND 5 FEET N OF CENTER OF NO. 90/898
 LA2391'POWER POLE.
 LA2391'
 LA2391'REFERENCE STAMPED BERNE NO 2 1955, NOTE 11B, FLUSH, IS 74.19 FEET
 LA2391'(22.615 METERS) SW OF STATION, 51 FEET E OF PROJECTED CENTER LINE OF
 LA2391'LEHMAN STREET, 47 FEET S OF CENTER OF 20-INCH SHAGBARK HICKORY TREE,
 LA2391'AND 22 FEET N OF CENTER LINE OF A DRIVEWAY.
 LA2391'
 LA2391'AZIMUTH MARK STAMPED BERNE 1955, NOTE 16B, FLUSH, IS ABOUT 0.35 MILE
 LA2391'SSW OF STATION, 28 FEET W OF CENTER LINE OF 24-FOOT PAVEMENT OF NO. 27
 LA2391'U. S. HWY., 0.1 FOOT HIGHER THAN SAME, ABOUT 10 YARDS N OF CREST OF
 LA2391'SLIGHT RIDGE, AND NOW COMPLETELY OBSTRUCTED BY RECENTLY CONSTRUCTED
 LA2391'TWO OR THREE HOUSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2389 ***********************************************************************
 LA2389  DESIGNATION -  BERNE DUNBAR FURNITURE CORP TK
 LA2389  PID         -  LA2389
 LA2389  STATE/COUNTY-  IN/ADAMS
 LA2389  COUNTRY     -  US
 LA2389  USGS QUAD   -  BERNE (2019)
 LA2389
 LA2389                         *CURRENT SURVEY CONTROL
 LA2389  ______________________________________________________________________
 LA2389* NAD 83(1997) POSITION- 40 39 13.45232(N) 084 56 59.99189(W)   ADJUSTED
 LA2389  ______________________________________________________________________
 LA2389  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 LA2389  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 LA2389  HORZ ORDER      -  THIRD
 LA2389
 LA2389.The horizontal coordinates were established by classical geodetic methods
 LA2389.and adjusted by the National Geodetic Survey in May 1999.
 LA2389
 LA2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2389.GEOID18 height accuracy estimate available here.
 LA2389
 LA2389.Click photographs - Photos may exist for this station.
 LA2389
 LA2389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2389
 LA2389. The following values were computed from the NAD 83(1997) position.
 LA2389
 LA2389;                    North         East     Units Scale Factor Converg.
 LA2389;SPC IN E     -   600,353.709   160,609.744   MT  1.00001187   +0 28 00.9
 LA2389;SPC IN E     - 1,969,660.46    526,933.80   sFT  1.00001187   +0 28 00.9
 LA2389;UTM  16      - 4,502,340.120   673,313.103   MT  0.99996973   +1 20 09.2
 LA2389
 LA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7331302340(NAD 83)
 LA2389
 LA2389                          SUPERSEDED SURVEY CONTROL
 LA2389
 LA2389  NAD 83(1995)-  40 39 13.45223(N)    084 56 59.99411(W) AD(       ) 3
 LA2389  NAD 83(1986)-  40 39 13.45480(N)    084 57 00.00710(W) AD(       ) 3
 LA2389  NAD 27      -  40 39 13.29000(N)    084 57 00.12600(W) AD(       ) 3
 LA2389
 LA2389.Superseded values are not recommended for survey control.
 LA2389
 LA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2389.See file dsdata.pdf to determine how the superseded data were derived.
 LA2389
 LA2389_MARKER: 53 = ELEVATED TANK
 LA2389
 LA2389  HISTORY     - Date     Condition        Report By
 LA2389  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2389  HISTORY     - 1963     GOOD             CGS
 LA2389
 LA2389                          STATION DESCRIPTION
 LA2389
 LA2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2389'THE STATION IS IN THE SOUTHEAST PART OF THE TOWN OF BERNE.  IT IS AN
 LA2389'ELEVATED TANK, BLACK IN
 LA2389'COLOR, AND SUPPORTED BY 4 STRUCTURAL STEEL LEGS.  THE TANK IS 100
 LA2389'FEET HIGH, AND THE POINT
 LA2389'INTERSECTED WAS THE APEX OF THE TANK.
 LA2389
 LA2389                          STATION RECOVERY (1963)
 LA2389
 LA2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2389'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 LA2389'ABOUT 0.3 MILE E OF NO. 27 U. S. HWY. AND ABOUT 0.35 MILE S OF MAIN
 LA2389'STREET IN BERNE, ON THE APPROXIMATE PROJECTION OF THE CENTER LINE
 LA2389'OF JEFFERSON STREET, BETWEEN DEARBORN AND BRYAN (E-W) STREETS AND
 LA2389'BETWEEN FULTON STREET AND THE RAILROAD, ON GROUNDS OF THE SAID
 LA2389'FURNITURE MANUFACTURERS, A REPORTEDLY ONE HUNDRED THOUSAND
 LA2389'GALLONS WOODEN TANK SET ON 100-FOOT STEEL I-BEAM LEGS AND
 LA2389'STANDING 134 FEET HIGH TO THE TOP OF CONICAL ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2393 ***********************************************************************
 LA2393  DESIGNATION -  BERNE MUNICIPAL TANK
 LA2393  PID         -  LA2393
 LA2393  STATE/COUNTY-  IN/ADAMS
 LA2393  COUNTRY     -  US
 LA2393  USGS QUAD   -  BERNE (2019)
 LA2393
 LA2393                         *CURRENT SURVEY CONTROL
 LA2393  ______________________________________________________________________
 LA2393* NAD 83(1997) POSITION- 40 39 20.93152(N) 084 56 59.13220(W)   ADJUSTED
 LA2393  ______________________________________________________________________
 LA2393  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 LA2393  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 LA2393  HORZ ORDER      -  THIRD
 LA2393
 LA2393.The horizontal coordinates were established by classical geodetic methods
 LA2393.and adjusted by the National Geodetic Survey in May 1999.
 LA2393
 LA2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2393.GEOID18 height accuracy estimate available here.
 LA2393
 LA2393.Click photographs - Photos may exist for this station.
 LA2393
 LA2393.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2393
 LA2393. The following values were computed from the NAD 83(1997) position.
 LA2393
 LA2393;                    North         East     Units Scale Factor Converg.
 LA2393;SPC IN E     -   600,584.576   160,628.059   MT  1.00001189   +0 28 01.5
 LA2393;SPC IN E     - 1,970,417.90    526,993.89   sFT  1.00001189   +0 28 01.5
 LA2393;UTM  16      - 4,502,571.228   673,327.915   MT  0.99996980   +1 20 09.9
 LA2393
 LA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7332702571(NAD 83)
 LA2393
 LA2393                          SUPERSEDED SURVEY CONTROL
 LA2393
 LA2393  NAD 83(1995)-  40 39 20.93143(N)    084 56 59.13345(W) AD(       ) 3
 LA2393  NAD 83(1986)-  40 39 20.93398(N)    084 56 59.14755(W) AD(       ) 3
 LA2393  NAD 27      -  40 39 20.75900(N)    084 56 59.23900(W) AD(       ) 3
 LA2393
 LA2393.Superseded values are not recommended for survey control.
 LA2393
 LA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2393.See file dsdata.pdf to determine how the superseded data were derived.
 LA2393
 LA2393_MARKER: 53 = ELEVATED TANK
 LA2393
 LA2393  HISTORY     - Date     Condition        Report By
 LA2393  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2393  HISTORY     - 1955     GOOD             CGS
 LA2393  HISTORY     - 1963     GOOD             CGS
 LA2393
 LA2393                          STATION DESCRIPTION
 LA2393
 LA2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2393'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2393
 LA2393                          STATION RECOVERY (1963)
 LA2393
 LA2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2393'EVIDENTLY THE STATION HAS BEEN DESCRIBED TO DATE ONLY BY SURVEY
 LA2393'COORDINATES.
 LA2393'
 LA2393'ABOUT 0.3 MILE E ALONG MAIN STREET (NO. 118 IND. HWY.) FROM ITS
 LA2393'INTERSECTION WITH NO. 27 U. S. HWY. IN THE WERN PART OF BERNE,
 LA2393'THENCE 0.2 MILE S ALONG JEFFERSON STREET TO VAN BUREN STREET AND THE
 LA2393'TANK ON THE LEFT, AN ESTIMATED 75 YARDS W OF RAILROAD, ABOUT 23
 LA2393'YARDS E OF PROJECTED CENTER LINE OF JEFFERSON STREET, ABOUT 15
 LA2393'YARDS S OF CENTER LINE OF VAN BUREN STREET, AN ELEVATED STEEL
 LA2393'CYLINDRICAL TANK WITH HEMISPHERICAL BOTTOM AND CONICAL TOP,
 LA2393'ESTIMATED 135 FEET HIGH, BUILT IN 1924 (SEE PLATE NEAR
 LA2393'BOTTOM OF NE LEG), 4-LEGGED, AND WITH CENTRAL FEED PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2394 ***********************************************************************
 LA2394  DESIGNATION -  BERNE N MUNICIPAL TANK
 LA2394  PID         -  LA2394
 LA2394  STATE/COUNTY-  IN/ADAMS
 LA2394  COUNTRY     -  US
 LA2394  USGS QUAD   -  BERNE (2019)
 LA2394
 LA2394                         *CURRENT SURVEY CONTROL
 LA2394  ______________________________________________________________________
 LA2394* NAD 83(1997) POSITION- 40 39 40.83344(N) 084 56 50.18001(W)   ADJUSTED
 LA2394  ______________________________________________________________________
 LA2394  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 LA2394  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 LA2394  HORZ ORDER      -  THIRD
 LA2394
 LA2394.The horizontal coordinates were established by classical geodetic methods
 LA2394.and adjusted by the National Geodetic Survey in May 1999.
 LA2394
 LA2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2394.GEOID18 height accuracy estimate available here.
 LA2394
 LA2394.Click photographs - Photos may exist for this station.
 LA2394
 LA2394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2394
 LA2394. The following values were computed from the NAD 83(1997) position.
 LA2394
 LA2394;                    North         East     Units Scale Factor Converg.
 LA2394;SPC IN E     -   601,200.184   160,833.337   MT  1.00001220   +0 28 07.5
 LA2394;SPC IN E     - 1,972,437.60    527,667.37   sFT  1.00001220   +0 28 07.5
 LA2394;UTM  16      - 4,503,189.854   673,523.824   MT  0.99997063   +1 20 16.3
 LA2394
 LA2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7352303189(NAD 83)
 LA2394
 LA2394                          SUPERSEDED SURVEY CONTROL
 LA2394
 LA2394  NAD 83(1995)-  40 39 40.83353(N)    084 56 50.18173(W) AD(       ) 3
 LA2394  NAD 83(1986)-  40 39 40.83594(N)    084 56 50.19533(W) AD(       ) 3
 LA2394  NAD 27      -  40 39 40.67100(N)    084 56 50.31500(W) AD(       ) 3
 LA2394
 LA2394.Superseded values are not recommended for survey control.
 LA2394
 LA2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2394.See file dsdata.pdf to determine how the superseded data were derived.
 LA2394
 LA2394_MARKER: 53 = ELEVATED TANK
 LA2394
 LA2394  HISTORY     - Date     Condition        Report By
 LA2394  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2394  HISTORY     - 1963     GOOD             CGS
 LA2394
 LA2394                          STATION DESCRIPTION
 LA2394
 LA2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2394'THE STATION IS IN THE NORTHEAST PART OF THE TOWN OF BERNE.  IT IS AN
 LA2394'OVAL SHAPED TANK WHICH IS
 LA2394'SUPPORTED BY 6 STRUCTURAL STEEL LEGS, LIGHT BLUE IN COLOR, AND 175
 LA2394'FEET HIGH.  THE POINT INTERSECTED
 LA2394'WAS THE APEX OF THE TANK.  THIS TANK WAS BUILT IN 1955.
 LA2394
 LA2394                          STATION RECOVERY (1963)
 LA2394
 LA2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2394'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 LA2394'
 LA2394'ABOUT 0.5 MILE E AND 0.25 MILE N FROM THE MAIN STREET-RAILROAD
 LA2394'CROSSING IN THE HEART OF BERNE, A SIX-LEGGED, GLOBULAR,
 LA2394'500,000-GALLON (SEE PLATE ON CENTRAL FEED PIPE), ESTIMATED 175 FEET
 LA2394'HIGH, STEEL TANK, ABOUT 30 YARDS S OF CENTER LINE OF BERNE STREET,
 LA2394'AND ON THE PROJECTED CENTER LINE OF WELTY STREET FROM THE NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2306 ***********************************************************************
 HZ2306  DESIGNATION -  BERT KELLEY
 HZ2306  PID         -  HZ2306
 HZ2306  STATE/COUNTY-  IN/JENNINGS
 HZ2306  COUNTRY     -  US
 HZ2306  USGS QUAD   -  VERNON (2019)
 HZ2306
 HZ2306                         *CURRENT SURVEY CONTROL
 HZ2306  ______________________________________________________________________
 HZ2306* NAD 83(1997) POSITION- 38 57 45.51348(N) 085 33 55.07361(W)   ADJUSTED
 HZ2306* NAVD 88 ORTHO HEIGHT -   240.4   (meters)      789.    (feet) VERTCON3
 HZ2306  ______________________________________________________________________
 HZ2306  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 HZ2306  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HZ2306  HORZ ORDER      -  FIRST
 HZ2306
 HZ2306.The horizontal coordinates were established by classical geodetic methods
 HZ2306.and adjusted by the National Geodetic Survey in May 1999.
 HZ2306
 HZ2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2306
 HZ2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2306.GEOID18 height accuracy estimate available here.
 HZ2306
 HZ2306.Click photographs - Photos may exist for this station.
 HZ2306
 HZ2306.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2306
 HZ2306. The following values were computed from the NAD 83(1997) position.
 HZ2306
 HZ2306;                    North         East     Units Scale Factor Converg.
 HZ2306;SPC IN E     -   412,354.085   108,785.507   MT  0.99996762   +0 03 49.5
 HZ2306;SPC IN E     - 1,352,865.03    356,907.12   sFT  0.99996762   +0 03 49.5
 HZ2306;UTM  16      - 4,313,609.727   624,301.392   MT  0.99979026   +0 54 08.2
 HZ2306
 HZ2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2306!SPC IN E     -   0.99996762  x   0.99996762  =   0.99993525
 HZ2306!UTM  16      -   0.99996762  x   0.99979026  =   0.99975789
 HZ2306
 HZ2306:                Primary Azimuth Mark                     Grid Az
 HZ2306:SPC IN E     -  BERT KELLEY AZ MK                        271 26 44.0
 HZ2306:UTM  16      -  BERT KELLEY AZ MK                        270 36 25.3
 HZ2306
 HZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2430113609(NAD 83)
 HZ2306
 HZ2306|---------------------------------------------------------------------|
 HZ2306| PID    Reference Object                     Distance      Geod. Az  |
 HZ2306|                                                           dddmmss.s |
 HZ2306| JZ3357 MUSCATATUCK ST HOSP SCH TANK        APPROX.10.4 KM 0174927.2 |
 HZ2306| CG7157 BERT KELLEY RM 1                     26.988 METERS 02745     |
 HZ2306| CG7158 BERT KELLEY RM 2                     27.199 METERS 10143     |
 HZ2306| CG7156 BERT KELLEY AZ MK                                  2713033.5 |
 HZ2306| HZ2305 BERT KELLEY RM A                     30.092 METERS 30359     |
 HZ2306| JZ3356 N VERNON ID CORP MW KSO             APPROX. 6.9 KM 3124803.5 |
 HZ2306|---------------------------------------------------------------------|
 HZ2306
 HZ2306                          SUPERSEDED SURVEY CONTROL
 HZ2306
 HZ2306  NAD 83(1995)-  38 57 45.51281(N)    085 33 55.06379(W) AD(       ) 1
 HZ2306  NAD 83(1993)-  38 57 45.51318(N)    085 33 55.06496(W) AD(       ) 1
 HZ2306  NAD 83(1986)-  38 57 45.51372(N)    085 33 55.06861(W) AD(       ) 1
 HZ2306  NAD 27      -  38 57 45.31680(N)    085 33 55.19402(W) AD(       ) 1
 HZ2306  NGVD 29 (07/19/86)  240.5    (m)          789.     (f) VERT ANG       
 HZ2306
 HZ2306.Superseded values are not recommended for survey control.
 HZ2306
 HZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2306.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2306
 HZ2306_MARKER: DS = TRIANGULATION STATION DISK
 HZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2306_STAMPING: BERT KELLEY 1970
 HZ2306_MARK LOGO: CGS
 HZ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2306+STABILITY: SURFACE MOTION
 HZ2306
 HZ2306  HISTORY     - Date     Condition        Report By
 HZ2306  HISTORY     - 1970     MONUMENTED       NGS
 HZ2306
 HZ2306                          STATION DESCRIPTION
 HZ2306
 HZ2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2306'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF
 HZ2306'BUTLERVILLE, 5-1/2 MILES NORTH-NORTHWEST OF DUPONT, 3 MILES
 HZ2306'SOUTHEAST OF VERNON AND ON PASTURE LAND BELONGING TO
 HZ2306'MR. P. C. CLARKSON OF ROUTE 1 NORTH VERNON.
 HZ2306'
 HZ2306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 HZ2306'AND STATE HIGHWAYS 3 AND 7, IN NORTH VERNON GO SOUTHEAST ON
 HZ2306'STATE HIGHWAYS 3 AND 7 FOR 2.1 MILES, (PASSING THROUGH
 HZ2306'VERNON) TO THE JUNCTION OF STATE HIGHWAYS 7 AND
 HZ2306'3.  CONTINUE AHEAD SOUTHEAST ON STATE HIGHWAY 7 FOR 1.8 MILES
 HZ2306'TO A SIDE ROAD LEFT, (JENNINGS COUNTY ROAD 150 S).  TURN
 HZ2306'LEFT AND GO EAST ON 150 S FOR 0.6 MILE TO A FORK AND THE
 HZ2306'AZIMUTH MARK ON A CUT-BANK ON THE RIGHT.  TAKE THE LEFT FORK
 HZ2306'150 S AND GO EASTERLY CROSSING RAILROAD TRACKS FOR 0.5 MILE
 HZ2306'TO A GATE ON THE RIGHT AND THE STATION ABOUT 100 FEET SOUTH OF
 HZ2306'THE GATE.
 HZ2306'
 HZ2306'THE STATION MARKS ARE STANDARD DISKS STAMPED BERT KELLEY
 HZ2306'1970, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 HZ2306'MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 6
 HZ2306'INCHES ABOVE THE GROUND SURFACE.  IT IS 113 FEET SOUTH OF A
 HZ2306'METAL WITNESS POST WITH SIGN, 108 FEET SOUTH-SOUTHWEST OF THE
 HZ2306'EAST GATE POST AND 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HZ2306'OF AN OLD BARN.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 HZ2306'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 HZ2306'GROUND SURFACE.
 HZ2306'
 HZ2306'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERT KELLEY
 HZ2306'NO 1 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 HZ2306'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 HZ2306'GROUND SURFACE.  IT IS 78.5 FEET EAST-SOUTHEAST OF THE METAL
 HZ2306'WITNESS POST WITH SIGN, 22 FEET SOUTH OF THE EAST GATE POST
 HZ2306'AND 2.4 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 HZ2306'
 HZ2306'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERT KELLEY NO
 HZ2306'2 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 HZ2306'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 HZ2306'SURFACE.  IT IS 66 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 HZ2306'THE BARN AND 1 FOOT WEST OF A FENCE.
 HZ2306'
 HZ2306'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERT KELLEY 1970,
 HZ2306'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 HZ2306'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 28
 HZ2306'FEET WEST OF THE CENTER OF THE SURFACED ROAD, 2 FEET NORTH OF A
 HZ2306'WITNESS POST WITH SIGN AND 1.5 FEET EAST OF A POWER POLE.
 HZ2306'
 HZ2306'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2305 ***********************************************************************
 HZ2305  DESIGNATION -  BERT KELLEY RM A
 HZ2305  PID         -  HZ2305
 HZ2305  STATE/COUNTY-  IN/JENNINGS
 HZ2305  COUNTRY     -  US
 HZ2305  USGS QUAD   -  VERNON (2019)
 HZ2305
 HZ2305                         *CURRENT SURVEY CONTROL
 HZ2305  ______________________________________________________________________
 HZ2305* NAD 83(1997) POSITION- 38 57 46.05883(N) 085 33 56.11012(W)   ADJUSTED
 HZ2305* NAVD 88 ORTHO HEIGHT -   240.4   (meters)      789.    (feet) VERTCON3
 HZ2305  ______________________________________________________________________
 HZ2305  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 HZ2305  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HZ2305  HORZ ORDER      -  FIRST
 HZ2305
 HZ2305.The horizontal coordinates were established by classical geodetic methods
 HZ2305.and adjusted by the National Geodetic Survey in May 1999.
 HZ2305
 HZ2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2305
 HZ2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2305.GEOID18 height accuracy estimate available here.
 HZ2305
 HZ2305.Click photographs - Photos may exist for this station.
 HZ2305
 HZ2305.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2305
 HZ2305. The following values were computed from the NAD 83(1997) position.
 HZ2305
 HZ2305;                    North         East     Units Scale Factor Converg.
 HZ2305;SPC IN E     -   412,370.874   108,760.535   MT  0.99996761   +0 03 48.8
 HZ2305;SPC IN E     - 1,352,920.11    356,825.19   sFT  0.99996761   +0 03 48.8
 HZ2305;UTM  16      - 4,313,626.146   624,276.181   MT  0.99979018   +0 54 07.5
 HZ2305
 HZ2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2305!SPC IN E     -   0.99996762  x   0.99996761  =   0.99993524
 HZ2305!UTM  16      -   0.99996762  x   0.99979018  =   0.99975781
 HZ2305
 HZ2305:                Primary Azimuth Mark                     Grid Az
 HZ2305:SPC IN E     -  GREEN                                    019 11 47.0
 HZ2305:UTM  16      -  GREEN                                    018 21 28.3
 HZ2305
 HZ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2427613626(NAD 83)
 HZ2305
 HZ2305|---------------------------------------------------------------------|
 HZ2305| PID    Reference Object                     Distance      Geod. Az  |
 HZ2305|                                                           dddmmss.s |
 HZ2305| JZ3357 MUSCATATUCK ST HOSP SCH TANK        APPROX.10.4 KM 0175857.8 |
 HZ2305| JZ3355 GREEN                               APPROX.16.5 KM 0191535.8 |
 HZ2305| HZ2306 BERT KELLEY                          30.092 METERS 12359     |
 HZ2305| JZ3356 N VERNON ID CORP MW KSO             APPROX. 6.9 KM 3125021.1 |
 HZ2305|---------------------------------------------------------------------|
 HZ2305
 HZ2305                          SUPERSEDED SURVEY CONTROL
 HZ2305
 HZ2305  NAD 83(1995)-  38 57 46.05815(N)    085 33 56.10030(W) AD(       ) 1
 HZ2305  NAD 83(1993)-  38 57 46.05853(N)    085 33 56.10147(W) AD(       ) 1
 HZ2305  NAD 83(1986)-  38 57 46.05918(N)    085 33 56.10534(W) AD(       ) 1
 HZ2305  NAD 27      -  38 57 45.86216(N)    085 33 56.23049(W) AD(       ) 1
 HZ2305  NGVD 29 (07/19/86)  240.5    (m)          789.     (f) VERT ANG       
 HZ2305
 HZ2305.Superseded values are not recommended for survey control.
 HZ2305
 HZ2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2305.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2305
 HZ2305_MARKER: DS = TRIANGULATION STATION DISK
 HZ2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2305_STAMPING: BERT KELLEY RM A 1970
 HZ2305_MARK LOGO: CGS
 HZ2305_PROJECTION: FLUSH
 HZ2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2305+STABILITY: SURFACE MOTION
 HZ2305
 HZ2305  HISTORY     - Date     Condition        Report By
 HZ2305  HISTORY     - 1970     MONUMENTED       NGS
 HZ2305
 HZ2305                          STATION DESCRIPTION
 HZ2305
 HZ2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2305'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST
 HZ2305'OF BUTLERVILLE, 5-1/2 MILES NORTH-NORTHWEST OF DUPONT, 3
 HZ2305'MILES SOUTHEAST OF VERNON AND ON PASTURE LAND OWNED BY
 HZ2305'MR. P. C. CLARKSON, ROUTE 1 NORTH VERNON, INDIANA.
 HZ2305'
 HZ2305'THE STATION MARK IS A STANDARD DISK, STAMPED BERT KELLEY
 HZ2305'RM A 1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HZ2305'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET SOUTH OF
 HZ2305'THE CENTER OF A PAVED ROAD, 74.0 FEET SOUTHWEST OF A METAL
 HZ2305'WITNESS POST WITH SIGN ATTACHED, 51 FEET WEST OF A 30-INCH PEAR
 HZ2305'TREE AND 34.5 FEET SOUTH-SOUTHEAST OF A 30-INCH PEAR
 HZ2305'TREE.
 HZ2305'
 HZ2305'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2038 ***********************************************************************
 HZ2038  DESIGNATION -  BETHLEHEM
 HZ2038  PID         -  HZ2038
 HZ2038  STATE/COUNTY-  IN/CLARK
 HZ2038  COUNTRY     -  US
 HZ2038  USGS QUAD   -  BETHLEHEM (2019)
 HZ2038
 HZ2038                         *CURRENT SURVEY CONTROL
 HZ2038  ______________________________________________________________________
 HZ2038* NAD 83(1997) POSITION- 38 31 50.09075(N) 085 25 45.67150(W)   ADJUSTED
 HZ2038* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 HZ2038  ______________________________________________________________________
 HZ2038  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 HZ2038  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HZ2038  HORZ ORDER      -  THIRD
 HZ2038
 HZ2038.The horizontal coordinates were established by classical geodetic methods
 HZ2038.and adjusted by the National Geodetic Survey in May 1999.
 HZ2038
 HZ2038.The orthometric height was scaled from a topographic map.
 HZ2038
 HZ2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2038.GEOID18 height accuracy estimate available here.
 HZ2038
 HZ2038.Click photographs - Photos may exist for this station.
 HZ2038
 HZ2038.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2038
 HZ2038. The following values were computed from the NAD 83(1997) position.
 HZ2038
 HZ2038;                    North         East     Units Scale Factor Converg.
 HZ2038;SPC IN E     -   364,414.021   120,692.079   MT  0.99997194   +0 08 52.2
 HZ2038;SPC IN E     - 1,195,581.67    395,970.60   sFT  0.99997194   +0 08 52.2
 HZ2038;SPC KY1Z     - 1,243,910.180 1,527,958.185   MT  0.99997004   +0 11 48.7
 HZ2038;SPC KY1Z     - 4,081,061.98  5,012,976.15   sFT  0.99997004   +0 11 48.7
 HZ2038;SPC KY N     -   115,050.199   397,171.918   MT  0.99996269   -0 44 01.1
 HZ2038;SPC KY N     -   377,460.53  1,303,054.87   sFT  0.99996269   -0 44 01.1
 HZ2038;UTM  16      - 4,265,855.795   636,903.016   MT  0.99983081   +0 58 42.8
 HZ2038
 HZ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2038!SPC IN E     -   0.99998288  x   0.99997194  =   0.99995482
 HZ2038!SPC KY1Z     -   0.99998288  x   0.99997004  =   0.99995292
 HZ2038!SPC KY N     -   0.99998288  x   0.99996269  =   0.99994557
 HZ2038!UTM  16      -   0.99998288  x   0.99983081  =   0.99981369
 HZ2038
 HZ2038:                Primary Azimuth Mark                     Grid Az
 HZ2038:SPC IN E     -  BETHLEHEM AZ MK                          271 44 51.5
 HZ2038:SPC KY1Z     -  BETHLEHEM AZ MK                          271 41 55.0
 HZ2038:SPC KY N     -  BETHLEHEM AZ MK                          272 37 44.8
 HZ2038:UTM  16      -  BETHLEHEM AZ MK                          270 55 00.9
 HZ2038
 HZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3690365855(NAD 83)
 HZ2038
 HZ2038|---------------------------------------------------------------------|
 HZ2038| PID    Reference Object                     Distance      Geod. Az  |
 HZ2038|                                                           dddmmss.s |
 HZ2038| HZ2039 888                                  22.107 METERS 04721     |
 HZ2038| CG7164 BETHLEHEM RM 2                       22.232 METERS 05352     |
 HZ2038| CG7165 BETHLEHEM RM 3                       16.636 METERS 13202     |
 HZ2038| CG7162 BETHLEHEM AZ MK                                    2715343.7 |
 HZ2038| CG7163 BETHLEHEM RM 1                       25.755 METERS 31052     |
 HZ2038|---------------------------------------------------------------------|
 HZ2038
 HZ2038                          SUPERSEDED SURVEY CONTROL
 HZ2038
 HZ2038  NAD 83(1995)-  38 31 50.09077(N)    085 25 45.67140(W) AD(       ) 3
 HZ2038  NAD 83(1993)-  38 31 50.09078(N)    085 25 45.67142(W) AD(       ) 3
 HZ2038  NAD 83(1986)-  38 31 50.09354(N)    085 25 45.67901(W) AD(       ) 3
 HZ2038  NAD 27      -  38 31 49.86900(N)    085 25 45.83100(W) AD(       ) 3
 HZ2038
 HZ2038.Superseded values are not recommended for survey control.
 HZ2038
 HZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2038.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2038
 HZ2038_MARKER: DS = TRIANGULATION STATION DISK
 HZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2038_STAMPING: BETHLEHEM 1947
 HZ2038_MARK LOGO: CGS
 HZ2038_PROJECTION: RECESSED 38 CENTIMETERS
 HZ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2038+STABILITY: SURFACE MOTION
 HZ2038
 HZ2038  HISTORY     - Date     Condition        Report By
 HZ2038  HISTORY     - 1947     MONUMENTED       CGS
 HZ2038  HISTORY     - 1961     GOOD             CGS
 HZ2038  HISTORY     - 1963     GOOD             CGS
 HZ2038  HISTORY     - 1975     GOOD             NGS
 HZ2038
 HZ2038                          STATION DESCRIPTION
 HZ2038
 HZ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2038'THE STATION IS LOCATED IN THE OHIO RIVER BOTTOMS, ABOUT 6 MILES
 HZ2038'EAST-NORTHEAST OF SOLON AND 1 MILE SOUTHWEST OF BETHLEHEM ON
 HZ2038'PROPERTY OWNED BY MR. C.R.REDWINE. IT IS 98 FEET WEST OF THE
 HZ2038'NORTHWEST CORNER OF MR. REDWINES HOUSE, 72 FEET SOUTH OF THE
 HZ2038'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 22 FEET NORTH OF A
 HZ2038'CULTIVATED FIELD. THE MARK IS 15 INCHES UNDERGROUND, AND THE
 HZ2038'DISK IS STAMPED BETHLEHEM 1947.
 HZ2038'
 HZ2038'REFERENCE MARK NO. 1 IS 84.50 FEET NORTHWEST OF THE STATION, 103
 HZ2038'FEET WEST OF A FENCE CORNER, 15 FEET SOUTH OF THE APPROXIMATE
 HZ2038'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE. THE MARK
 HZ2038'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BETHLEHEM NO 1 1947.
 HZ2038'
 HZ2038'U.S.B.M.  888 U.S.E. WAS USED AS A REFERENCE MARK. IT IS 72.53 FEET
 HZ2038'NORTHEAST OF THE STATION, 51 FEET WEST-NORTHWEST OF THE NORTHWEST
 HZ2038'CORNER OF THE HOUSE, AND 23 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 HZ2038'OF THE ROAD. THE MARK IS A 2 INCH CAP COVERING A 2-INCH INCH
 HZ2038'PIPE, AND IT IS STAMPED 888.
 HZ2038'
 HZ2038'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 13 FEET NORTH OF
 HZ2038'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 2 FEET EAST OF A
 HZ2038'WITNESS POST, AND 1 FOOT SOUTH OF A FENCE. THE MARK PROJECTS 5
 HZ2038'INCHES, AND THE DISK IS STAMPED BETHLEHEM 1947.
 HZ2038'
 HZ2038'TO REACH THE STATION FROM THE NEW WASHINGTON STATE BANK IN NEW
 HZ2038'WASHINGTON, GO EAST ON A BLACK TOP ROAD FOR 4 MILES TO A SIDE
 HZ2038'ROAD LEFT, CONTINUE STRAIGHT AHEAD THROUGH THE SMALL VILLAGE OF OTTO
 HZ2038'AND GO 4 MILES TO A CROSSROAD IN THE SOUTHWEST EDGE OF
 HZ2038'BETHLEHEM, TURN RIGHT HERE ON A GRAVEL ROAD AND GO 0.65 MILE TO THE
 HZ2038'STATION ON THE LEFT.
 HZ2038'
 HZ2038'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.35 MILE ON THE
 HZ2038'GRAVEL ROAD TO THE MARK ON THE RIGHT.
 HZ2038'
 HZ2038'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2038
 HZ2038                          STATION RECOVERY (1961)
 HZ2038
 HZ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RJ)
 HZ2038'STATION WAS RECOVERED IN GOOD CONDITION.
 HZ2038
 HZ2038                          STATION RECOVERY (1963)
 HZ2038
 HZ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2038'STATION MARK BETHLEHEM LOCATED STATION.
 HZ2038
 HZ2038                          STATION RECOVERY (1975)
 HZ2038
 HZ2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HZ2038'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HZ2038'REFERENCE MARK 1 AND U.S.B.M. 888 (U.S.E.) WERE FOUND DESTROYED.
 HZ2038'REFERENCE MARKS 2 AND 3 WERE SET.  DUE TO VARIOUS ROAD CHANGES A
 HZ2038'NEW DESCRIPTION FOLLOWS.
 HZ2038'
 HZ2038'THE STATION IS LOCATED ALONG THE OHIO RIVER BOTTOMS ABOUT 5 MILES
 HZ2038'SOUTHEAST OF NEW WASHINGTON, 0.6 MILE WEST OF THE VILLAGE OF
 HZ2038'BETHLEHEM AND ON PROPERTY NOW OWNED BY MR. PAUL GUILTNER.  TO REACH
 HZ2038'THE STATION FROM THE CROSSROADS AT THE SOUTH EDGE OF BETHLEHEM, GO
 HZ2038'SOUTH ON A PAVED ROAD FOR 0.65 MILE TO A HOUSE ON THE LEFT AND
 HZ2038'THE STATION AS DESCRIBED.
 HZ2038'
 HZ2038'THE STATION IS 98 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 79.4
 HZ2038'FEET SOUTHWEST OF A POWERLINE POLE, 72 FEET SOUTH OF THE CENTERLINE
 HZ2038'OF THE PAVED ROAD AND 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ2038'A SHED.  THE MARK IS 15 INCHES BELOW THE GROUND SURFACE AND THE
 HZ2038'DISK IS STAMPED BETHLEHEM 1947.
 HZ2038'
 HZ2038'REFERENCE MARK 2 IS 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ2038'THE HOUSE, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET
 HZ2038'NORTH OF A 30 INCH TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HZ2038'THE MONUMENT IS A PRE-CAST 3 FOOT ALUMINUM TYPE.  THE DISK IS
 HZ2038'STAMPED BETHLEHEM NO 2 1975.
 HZ2038'
 HZ2038'REFERENCE MARK 3 IS 110 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 67
 HZ2038'FEET SOUTHWEST OF THE 30 INCH TREE AND 2 FEET SOUTH OF THE NORTHWEST
 HZ2038'CORNER OF THE SHED.  THE MONUMENT IS A PRE-CAST 3 FOOT ALUMINUM
 HZ2038'TYPE.  THE DISK IS STAMPED BETHLEHEM NO 3 1975.
 HZ2038'
 HZ2038'AZIMUTH MARK IS 47 FEET NORTHWEST OF A POWERLINE POLE, 13 FEET NORTH
 HZ2038'OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A METAL WITNESS
 HZ2038'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BETHLEHEM
 HZ2038'1947.
 HZ2038'
 HZ2038'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON THE
 HZ2038'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT NORTH SIDE OF THE ROAD AS
 HZ2038'DESCRIBED.
 HZ2038'
 HZ2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 HZ2038'OF NEW WASHINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3300 ***********************************************************************
 JZ3300  DESIGNATION -  BEVER
 JZ3300  PID         -  JZ3300
 JZ3300  STATE/COUNTY-  IN/RUSH
 JZ3300  COUNTRY     -  US
 JZ3300  USGS QUAD   -  NEW SALEM (2019)
 JZ3300
 JZ3300                         *CURRENT SURVEY CONTROL
 JZ3300  ______________________________________________________________________
 JZ3300* NAD 83(1997) POSITION- 39 35 40.19815(N) 085 22 25.70696(W)   ADJUSTED
 JZ3300* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 JZ3300  ______________________________________________________________________
 JZ3300  GEOID HEIGHT    -        -34.041 (meters)                     GEOID18
 JZ3300  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JZ3300  HORZ ORDER      -  FIRST
 JZ3300
 JZ3300.The horizontal coordinates were established by classical geodetic methods
 JZ3300.and adjusted by the National Geodetic Survey in May 1999.
 JZ3300
 JZ3300.The orthometric height was scaled from a topographic map.
 JZ3300
 JZ3300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3300.GEOID18 height accuracy estimate available here.
 JZ3300
 JZ3300.Click photographs - Photos may exist for this station.
 JZ3300
 JZ3300.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3300
 JZ3300. The following values were computed from the NAD 83(1997) position.
 JZ3300
 JZ3300;                    North         East     Units Scale Factor Converg.
 JZ3300;SPC IN E     -   482,537.090   125,154.856   MT  0.99997445   +0 11 12.0
 JZ3300;SPC IN E     - 1,583,123.77    410,612.22   sFT  0.99997445   +0 11 12.0
 JZ3300;UTM  16      - 4,384,015.336   639,632.459   MT  0.99984005   +1 02 11.8
 JZ3300
 JZ3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3300!SPC IN E     -   0.99995296  x   0.99997445  =   0.99992741
 JZ3300!UTM  16      -   0.99995296  x   0.99984005  =   0.99979302
 JZ3300
 JZ3300:                Primary Azimuth Mark                     Grid Az
 JZ3300:SPC IN E     -  BEVER AZ MK                              302 41 56.2
 JZ3300:UTM  16      -  BEVER AZ MK                              301 50 56.4
 JZ3300
 JZ3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3963284015(NAD 83)
 JZ3300
 JZ3300|---------------------------------------------------------------------|
 JZ3300| PID    Reference Object                     Distance      Geod. Az  |
 JZ3300|                                                           dddmmss.s |
 JZ3300| CC7813 BEVER RM 1                           40.834 METERS 01331     |
 JZ3300| CC7814 BEVER RM 2                           42.026 METERS 24739     |
 JZ3300| JZ3301 RUSHVILLE CITY LT PWR STK           APPROX. 7.0 KM 2830307.6 |
 JZ3300| JZ3302 RUSHVILLE RUSH CO CTHSE TWR         APPROX. 6.2 KM 2835124.4 |
 JZ3300| JZ3303 RUSHVILLE SE IND PWR STK            APPROX. 6.0 KM 2870539.1 |
 JZ3300| CC7812 BEVER AZ MK                                        3025308.2 |
 JZ3300|---------------------------------------------------------------------|
 JZ3300
 JZ3300                          SUPERSEDED SURVEY CONTROL
 JZ3300
 JZ3300  NAD 83(1995)-  39 35 40.19976(N)    085 22 25.71320(W) AD(       ) 1
 JZ3300  NAD 83(1986)-  39 35 40.20071(N)    085 22 25.71837(W) AD(       ) 1
 JZ3300  NAD 27      -  39 35 40.02800(N)    085 22 25.83500(W) AD(       ) 1
 JZ3300
 JZ3300.Superseded values are not recommended for survey control.
 JZ3300
 JZ3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3300.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3300
 JZ3300_MARKER: DS = TRIANGULATION STATION DISK
 JZ3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3300_STAMPING: BEVER 1939
 JZ3300_MARK LOGO: CGS
 JZ3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3300+STABILITY: SURFACE MOTION
 JZ3300
 JZ3300  HISTORY     - Date     Condition        Report By
 JZ3300  HISTORY     - 1939     MONUMENTED       CGS
 JZ3300  HISTORY     - 1940     GOOD             SCS
 JZ3300  HISTORY     - 1948     GOOD             CGS
 JZ3300
 JZ3300                          STATION DESCRIPTION
 JZ3300
 JZ3300'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3300'ABOUT 4.3 MILES SOUTHEAST OF RUSHVILLE, ON THE HIGHEST POINT OF A
 JZ3300'KNOLL, IN PASTURE LAND ON PROPERTY OWNED BY JOHN BEVER, 0.3
 JZ3300'MILE SOUTH-SOUTHEAST OF THE BEVER FARMHOUSE, 250 FEET SOUTH OF A
 JZ3300'GRAVEL PIT AND 215 FEET WEST OF THE EAST PASTURE FENCE.  MARK
 JZ3300'PROJECTS 6 INCHES ABOVE GROUND.
 JZ3300'
 JZ3300'TO REACH FROM THE RUSHVILLE COURTHOUSE, GO EAST ON STATE HIGHWAY 44
 JZ3300'FOR 1.3 MILES TO A T-ROAD SOUTH, TURN RIGHT AND GO 2.5 MILES TO
 JZ3300'A T-ROAD RIGHT, JUST BEFORE REACHING THE BEVER FARM ON THE RIGHT,
 JZ3300'TURN RIGHT ON THE T-ROAD AND GO 0.2 MILE TO A GATE AND FARMROAD TO
 JZ3300'THE LEFT, TURN LEFT AND FOLLOW ALONG THE FENCE LINE TO THE THIRD
 JZ3300'GATE, PASS THROUGH THIS GATE AND GO SOUTHEAST FOR 0.15 MILE TO
 JZ3300'THE TOP OF THE KNOLL AND THE STATION.
 JZ3300'
 JZ3300'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3300'DISKS SET IN CONCRETE.
 JZ3300'
 JZ3300'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ON THE NORTH
 JZ3300'EDGE OF THE KNOLL, AT ABOUT THE SAME ELEVATION AS THE STATION,
 JZ3300'AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3300'
 JZ3300'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, AT ABOUT THE
 JZ3300'SAME ELEVATION AS THE STATION, ON THE HIGHEST POINT OF A
 JZ3300'KNOLL, AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3300'
 JZ3300'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE WEST-NORTHWEST OF THE STATION
 JZ3300'ON TOP OF A SLIGHT KNOLL, 16 FEET SOUTH OF THE CENTER LINE OF THE
 JZ3300'MACADAM ROAD, 10 FEET EAST OF A WOODEN GATE, AND 1 FOOT SOUTH OF THE
 JZ3300'FENCE LINE.  THE MARK PROJECTS 6 INCHES ABOVE GROUND.
 JZ3300'
 JZ3300'TO REACH THE AZIMUTH MARK GO NORTHWEST TO THE NORTHWEST CORNER OF THE
 JZ3300'PASTURE, TURN LEFT AND FOLLOW THE FARMROAD FOR 0.3 MILE TO THE
 JZ3300'GRAVEL ROAD, TURN RIGHT AND GO 0.25 MILE TO THE MACADAM ROAD, TURN
 JZ3300'LEFT AND GO ABOUT 0.3 MILE TO THE TOP OF THE KNOLL AND THE
 JZ3300'AZIMUTH MARK ON THE LEFT.
 JZ3300'
 JZ3300'NO OBJECTS VISIBLE FROM THE GROUND.
 JZ3300'
 JZ3300'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 JZ3300
 JZ3300                          STATION RECOVERY (1940)
 JZ3300
 JZ3300'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3300'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED AS
 JZ3300'DESCRIBED, IN GOOD CONDITION.
 JZ3300
 JZ3300                          STATION RECOVERY (1948)
 JZ3300
 JZ3300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3300'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2461 ***********************************************************************
 ME2461  DESIGNATION -  BEVERLY
 ME2461  PID         -  ME2461
 ME2461  STATE/COUNTY-  IN/PORTER
 ME2461  COUNTRY     -  US
 ME2461  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2461
 ME2461                         *CURRENT SURVEY CONTROL
 ME2461  ______________________________________________________________________
 ME2461* NAD 83(1997) POSITION- 41 40 03.53341(N) 086 59 42.92370(W)   ADJUSTED
 ME2461* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 ME2461  ______________________________________________________________________
 ME2461  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME2461  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 ME2461  HORZ ORDER      -  SECOND
 ME2461
 ME2461.The horizontal coordinates were established by classical geodetic methods
 ME2461.and adjusted by the National Geodetic Survey in May 1999.
 ME2461
 ME2461.The orthometric height was scaled from a topographic map.
 ME2461
 ME2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2461.GEOID18 height accuracy estimate available here.
 ME2461
 ME2461.Click photographs - Photos may exist for this station.
 ME2461
 ME2461.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2461
 ME2461. The following values were computed from the NAD 83(1997) position.
 ME2461
 ME2461;                    North         East     Units Scale Factor Converg.
 ME2461;SPC IN W     -   712,708.724   907,334.829   MT  0.99996733   +0 03 30.8
 ME2461;SPC IN W     - 2,338,278.54  2,976,814.35   sFT  0.99996733   +0 03 30.8
 ME2461;UTM  16      - 4,612,876.664   500,394.876   MT  0.99960000   +0 00 11.4
 ME2461
 ME2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2461!SPC IN W     -   0.99997567  x   0.99996733  =   0.99994300
 ME2461!UTM  16      -   0.99997567  x   0.99960000  =   0.99957568
 ME2461
 ME2461:                Primary Azimuth Mark                     Grid Az
 ME2461:SPC IN W     -  BEVERLY AZ MK                            042 15 50.0
 ME2461:UTM  16      -  BEVERLY AZ MK                            042 19 09.4
 ME2461
 ME2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0039412876(NAD 83)
 ME2461
 ME2461|---------------------------------------------------------------------|
 ME2461| PID    Reference Object                     Distance      Geod. Az  |
 ME2461|                                                           dddmmss.s |
 ME2461| CM2783 BEVERLY AZ MK                                      0421920.8 |
 ME2461| CM2785 BEVERLY RM 2                         26.433 METERS 05629     |
 ME2461| ME2464 TT 3 WO                              47.804 METERS 32332     |
 ME2461| CM2784 BEVERLY RM 1                         24.360 METERS 32928     |
 ME2461|---------------------------------------------------------------------|
 ME2461
 ME2461                          SUPERSEDED SURVEY CONTROL
 ME2461
 ME2461  NAD 83(1994)-  41 40 03.53921(N)    086 59 42.92568(W) AD(       ) 2
 ME2461  NAD 83(1986)-  41 40 03.53912(N)    086 59 42.92398(W) AD(       ) 2
 ME2461  NAD 27      -  41 40 03.40490(N)    086 59 42.80730(W) AD(       ) 2
 ME2461
 ME2461.Superseded values are not recommended for survey control.
 ME2461
 ME2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2461.See file dsdata.pdf to determine how the superseded data were derived.
 ME2461
 ME2461_MARKER: DS = TRIANGULATION STATION DISK
 ME2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2461_STAMPING: BEVERLY 1952
 ME2461_MARK LOGO: CGS
 ME2461_PROJECTION: FLUSH
 ME2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2461+STABILITY: SURFACE MOTION
 ME2461
 ME2461  HISTORY     - Date     Condition        Report By
 ME2461  HISTORY     - 1952     MONUMENTED       CGS
 ME2461  HISTORY     - 1982     GOOD             BRADY
 ME2461
 ME2461                          STATION DESCRIPTION
 ME2461
 ME2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2461'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF MICHIGAN CITY ON
 ME2461'PROPERTY OWNED BY DELORIS AND KOCHABA SCHOLL.  IT IS 81 FEET NORTHWEST
 ME2461'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 56 FEET EAST OF THE CENTER
 ME2461'OF A GRAVEL ROAD AND 6 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 ME2461'FLUSH AND THE DISK IS STAMPED BEVERLY 1952.
 ME2461'
 ME2461'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 ME2461'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEVERLY NO 1
 ME2461'1952.
 ME2461'
 ME2461'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A FENCE LINE.  THE MARK
 ME2461'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEVERLY NO 2 1952.
 ME2461'
 ME2461'AZIMUTH MARK IS 12 FEET WEST OF A POWER LINE POLE, 6 FEET SOUTH OF THE
 ME2461'SOUTH RAIL OF THE SOUTH SHORE LINE RAILROAD AND 3 FEET WEST OF A WHITE
 ME2461'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2461'STAMPED BEVERLY 1952.
 ME2461'
 ME2461'TT 3 WO (USGS) BM IS 39 FEET SOUTH OF CENTER OF U.S. HIGHWAY 12, 22
 ME2461'FEET NORTH OF A POWER LINE POLE, 18 FEET WEST OF THE CENTER OF THE
 ME2461'GRAVEL ROAD AND 11 FEET SOUTHEAST OF A 24 INCH OAK TREE.  THE MARK IS
 ME2461'A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 1 INCH WITH A BRONZE
 ME2461'U.S.  GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 3 WO 1934 620 (FEET
 ME2461'ABOVE SEA LEVEL).
 ME2461'
 ME2461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 421 IN
 ME2461'MICHIGAN CITY, GO WEST ON HIGHWAY 12 FOR 6.2 MILES TO A GRAVEL T-ROAD
 ME2461'LEFT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.05 MILES TO STATION
 ME2461'ON THE LEFT AS DESCRIBED.
 ME2461'
 ME2461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 ME2461'ROAD TO HIGHWAY 12, CROSS HIGHWAY 12 AND CONTINUE NORTH ON DIRT ROAD
 ME2461'FOR 0.05 MILE TO RAILROAD TRACKS, TURN RIGHT AND FOLLOW TRACKS EAST
 ME2461'FOR 0.2 MILE TO THE MARK AS DESCRIBED.
 ME2461'
 ME2461'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2461
 ME2461                          STATION RECOVERY (1982)
 ME2461
 ME2461'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982 (LS)
 ME2461'BEVERLY 1952 RECOVERED GOOD--IN CENTERLINE DRIVEWAY, N 20 DEG W
 ME2461'21.5 MIN TO FENCE, S 45 DEG E 9.4 MIN TO END OF CONC. WALK, S 50 DEG
 ME2461'E 33.0 MIN TO SW COR. CONC. BLOCK PORCH, N 70 DEG E 40.6 MIN TO NW
 ME2461'COR. CONC. BLOCK CHIMNEY, WHITE WITNESS POST GONE.
 ME2461'
 ME2461'(DISTANCE TO AZIM. MARK 1216.08 FEET - COMPUTED).
 ME2461'
 ME2461'BEVERLY 1952 (AZIM) RECOVERED GOOD--15 FEET W. OF ELEC. POLE, 6 FEET
 ME2461'S. OF S. RAIL.
 ME2461'
 ME2461'BEVERLY NO 1 1952 RECOVERED GOOD--BURIED 3 INCHES.
 ME2461'
 ME2461'BEVERLY NO. 2 1952 RECOVERED GOOD--10 FEET S. OF FENCE, BURIED 10
 ME2461'INCH.
 ME2461'
 ME2461'DIRECTIONS TO STATION CENTERLINE AZIMUTH ARE ADEQUATE.  AZIM. NOT
 ME2461'VISIBLE FROM STATION (TREES).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1602 ***********************************************************************
 MD1602  DESIGNATION -  BEYERS
 MD1602  PID         -  MD1602
 MD1602  STATE/COUNTY-  IN/ALLEN
 MD1602  COUNTRY     -  US
 MD1602  USGS QUAD   -  ARCOLA (2019)
 MD1602
 MD1602                         *CURRENT SURVEY CONTROL
 MD1602  ______________________________________________________________________
 MD1602* NAD 83(1997) POSITION- 41 04 26.54082(N) 085 16 28.88117(W)   ADJUSTED
 MD1602* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 MD1602  ______________________________________________________________________
 MD1602  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 MD1602  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 MD1602  HORZ ORDER      -  SECOND
 MD1602
 MD1602.The horizontal coordinates were established by classical geodetic methods
 MD1602.and adjusted by the National Geodetic Survey in May 1999.
 MD1602
 MD1602.The orthometric height was scaled from a topographic map.
 MD1602
 MD1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1602.GEOID18 height accuracy estimate available here.
 MD1602
 MD1602.Click photographs - Photos may exist for this station.
 MD1602
 MD1602.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1602
 MD1602. The following values were computed from the NAD 83(1997) position.
 MD1602
 MD1602;                    North         East     Units Scale Factor Converg.
 MD1602;SPC IN E     -   646,854.343   132,941.101   MT  0.99998002   +0 15 27.2
 MD1602;SPC IN E     - 2,122,221.29    436,157.60   sFT  0.99998002   +0 15 27.2
 MD1602;UTM  16      - 4,548,410.217   644,941.823   MT  0.99985856   +1 08 01.6
 MD1602
 MD1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1602!SPC IN E     -   0.99996441  x   0.99998002  =   0.99994443
 MD1602!UTM  16      -   0.99996441  x   0.99985856  =   0.99982298
 MD1602
 MD1602:                Primary Azimuth Mark                     Grid Az
 MD1602:SPC IN E     -  BEYERS AZ MK                             271 47 56.3
 MD1602:UTM  16      -  BEYERS AZ MK                             270 55 21.9
 MD1602
 MD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4494148410(NAD 83)
 MD1602
 MD1602|---------------------------------------------------------------------|
 MD1602| PID    Reference Object                     Distance      Geod. Az  |
 MD1602|                                                           dddmmss.s |
 MD1602| CC7816 BEYERS RM 1                          28.011 METERS 00545     |
 MD1602| CC7817 BEYERS RM 2                          26.155 METERS 08233     |
 MD1602| CC7815 BEYERS AZ MK                                       2720323.5 |
 MD1602|---------------------------------------------------------------------|
 MD1602
 MD1602                          SUPERSEDED SURVEY CONTROL
 MD1602
 MD1602  NAD 83(1995)-  41 04 26.54213(N)    085 16 28.88663(W) AD(       ) 2
 MD1602  NAD 83(1986)-  41 04 26.54281(N)    085 16 28.89439(W) AD(       ) 2
 MD1602  NAD 27      -  41 04 26.36980(N)    085 16 28.99160(W) AD(       ) 2
 MD1602
 MD1602.Superseded values are not recommended for survey control.
 MD1602
 MD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1602.See file dsdata.pdf to determine how the superseded data were derived.
 MD1602
 MD1602_MARKER: DS = TRIANGULATION STATION DISK
 MD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1602_STAMPING: BEYERS 1946
 MD1602_MARK LOGO: CGS
 MD1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1602+STABILITY: SURFACE MOTION
 MD1602
 MD1602  HISTORY     - Date     Condition        Report By
 MD1602  HISTORY     - 1946     MONUMENTED       CGS
 MD1602  HISTORY     - 1963     GOOD             CGS
 MD1602
 MD1602                          STATION DESCRIPTION
 MD1602
 MD1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1602'STATION IS LOCATED ABOUT 7 MILES WEST OF FORT WAYNE IN THE SOUTHEAST
 MD1602'ANGLE OF STATE HIGHWAY 14 AND A GRAVEL CROSSROAD.  IT IS 68 FEET
 MD1602'SOUTHEAST OF THE INTERSECTION OF THE TWO ROADS, 53 FEET SOUTH OF THE
 MD1602'CENTER OF HIGHWAY 14 AND 42 FEET NORTH OF THE CENTER OF THE GRAVEL
 MD1602'CROSSROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1602'BEYERS 1946.
 MD1602'
 MD1602'REFERENCE MARK NO. 1 IS 91.90 FEET NORTH OF THE STATION.  IT IS 38
 MD1602'FEET NORTH OF THE CENTERLINE OF HIGHWAY 14 AND 26 FEET SOUTHWEST OF
 MD1602'THE SOUTHWEST CORNER OF THE SOUTH WING OF THE ABOITE TOWNSHIP SCHOOL.
 MD1602'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEYERS NO 1
 MD1602'1946.
 MD1602'
 MD1602'REFERENCE MARK NO. 2 IS 85.81 FEET EAST OF THE STATION IN THE FENCE
 MD1602'LINE AND 41 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 14.  THE MARK IS
 MD1602'FLUSH AND THE DISK IS STAMPED BEYERS NO 2 1946.
 MD1602'
 MD1602'AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 MD1602'HIGHWAY 14.  IT IS 38 FEET NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET
 MD1602'EAST OF A POWERPOLE, ONE FOOT SOUTH OF THE FENCE, 3 FEET EAST OF A
 MD1602'WHITE WITNESS POST AND ABOUT 150 FEET WEST OF A WHITE SHINGLE HOUSE.
 MD1602'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BEYERS 1946.
 MD1602'
 MD1602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 MD1602'HIGHWAY 24 ABOUT 3 MILES WEST OF THE CENTER OF FORT WAYNE, GO WEST ON
 MD1602'STATE HIGHWAY 14 FOR 4.6 MILES TO A GRAVEL CROSSROAD AND ABOITE
 MD1602'TOWNSHIP SCHOOL ON THE RIGHT AND THE STATION ON THE LEFT.
 MD1602'
 MD1602'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1602
 MD1602                          STATION RECOVERY (1963)
 MD1602
 MD1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1602'ABOUT 7 MILES W OF THE HEART OF FORT WAYNE, 4.6 MILES W ALONG NO. 14
 MD1602'INDIANA HWY.  FROM ITS JUNCTION WITH NO. 24 U.S. HWY. OR 2.4 MILE W
 MD1602'ALONG SAME FROM THE BRIDGE OVER NO.  69 INTERSTATE HIGHWAY, DIRECTLY
 MD1602'ACROSS THE HIGHWAY FROM OLD BRICK ABOITE TOWNSHIP SCHOOL BUILDING, 52
 MD1602'FEET S OF CENTER LINE OF 24-FOOT ASPHALT PAVEMENT, 42 FEET E OF CENTER
 MD1602'LINE OF GRAVELED SCOTT ROAD, 1.4 FEET HIGHER THAN SAME, STANDARD DISKS
 MD1602'STAMPED BEYERS 1946 SET IN 1A AND 7A MARKS WITH THE TOP MARK
 MD1602'PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1602'
 MD1602'REFERENCE STAMPED BEYERS NO 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1602'91.90 FEET OR 28.011 METERS N IN AZIMUTH 185 DEG. 45 MIN. FROM
 MD1602'STATION, 50 FEET E OF CENTER LINE OF SCOTT ROAD, 25.5 FEET SW OF SW
 MD1602'CORNER OF THE S WING OF THE ABANDONED SCHOOL BUILDING, AND 39-1/2 FEET
 MD1602'N OF CENTER LINE OF THE HIGHWAY, EVIDENTLY STRUCK ON NW CORNER, IT
 MD1602'LEANS SLIGHTLY EASTERLY.
 MD1602'
 MD1602'REFERENCE STAMPED BEYERS NO 2 1946, NOTE 11A, FLUSH, IS 85.81 FEET OR
 MD1602'26.155 METERS E IN AZIMUTH 262 DEG. 33 MIN. FROM STATION, 41 FEET S OF
 MD1602'CENTER LINE OF THE HWY., 25 FEET W OF A CREOSOTED TELEPHONE POLE, AND
 MD1602'1.9 FEET E OF STEEL WITNESS POST.
 MD1602'
 MD1602'AZIMUTH MARK STAMPED BEYERS 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS
 MD1602'ABOUT 0.45 MILE W IN AZIMUTH 92 DEG. 03 MIN. 26.0 SEC. FROM STATION,
 MD1602'ABOUT 80 YARDS W OF SHINGLED-WALL HOUSE, ABOUT 25 YARDS E OF VIRTUAL W
 MD1602'END OF LONG EASY CURVE, 38 FEET N OF CENTER LINE OF HWY., 34 FEET E OF
 MD1602'POWER POLE, 1-1/2 FEET S OF FENCE, AND 1.2 FEET S OF STEEL WITNESS
 MD1602'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1759 ***********************************************************************
 JA1759  DESIGNATION -  BICKLE
 JA1759  PID         -  JA1759
 JA1759  STATE/COUNTY-  IN/HARRISON
 JA1759  COUNTRY     -  US
 JA1759  USGS QUAD   -  CORYDON WEST (2019)
 JA1759
 JA1759                         *CURRENT SURVEY CONTROL
 JA1759  ______________________________________________________________________
 JA1759* NAD 83(1997) POSITION- 38 13 09.87365(N) 086 08 28.21491(W)   ADJUSTED
 JA1759* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 JA1759  ______________________________________________________________________
 JA1759  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 JA1759  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JA1759  HORZ ORDER      -  SECOND
 JA1759
 JA1759.The horizontal coordinates were established by classical geodetic methods
 JA1759.and adjusted by the National Geodetic Survey in May 1999.
 JA1759
 JA1759.The orthometric height was scaled from a topographic map.
 JA1759
 JA1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1759.GEOID18 height accuracy estimate available here.
 JA1759
 JA1759.Click photographs - Photos may exist for this station.
 JA1759
 JA1759.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1759
 JA1759. The following values were computed from the NAD 83(1997) position.
 JA1759
 JA1759;                    North         East     Units Scale Factor Converg.
 JA1759;SPC IN E     -   329,953.783    58,448.884   MT  0.99998792   -0 17 36.8
 JA1759;SPC IN E     - 1,082,523.37    191,761.05   sFT  0.99998792   -0 17 36.8
 JA1759;UTM  16      - 4,230,507.999   575,178.366   MT  0.99966960   +0 31 52.9
 JA1759
 JA1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1759!SPC IN E     -   0.99997228  x   0.99998792  =   0.99996020
 JA1759!UTM  16      -   0.99997228  x   0.99966960  =   0.99964189
 JA1759
 JA1759:                Primary Azimuth Mark                     Grid Az
 JA1759:SPC IN E     -  BICKLE AZ MK                             104 15 15.6
 JA1759:UTM  16      -  BICKLE AZ MK                             103 25 45.9
 JA1759
 JA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7517830507(NAD 83)
 JA1759
 JA1759|---------------------------------------------------------------------|
 JA1759| PID    Reference Object                     Distance      Geod. Az  |
 JA1759|                                                           dddmmss.s |
 JA1759| CG7175 BICKLE RM 1                          14.091 METERS 09845     |
 JA1759| CG7174 BICKLE AZ MK                                       1035738.8 |
 JA1759| CG7176 BICKLE RM 2                           6.794 METERS 27854     |
 JA1759|---------------------------------------------------------------------|
 JA1759
 JA1759                          SUPERSEDED SURVEY CONTROL
 JA1759
 JA1759  NAD 83(1993)-  38 13 09.87522(N)    086 08 28.21617(W) AD(       ) 2
 JA1759  NAD 83(1986)-  38 13 09.87905(N)    086 08 28.22105(W) AD(       ) 2
 JA1759  NAD 27      -  38 13 09.63300(N)    086 08 28.32300(W) AD(       ) 2
 JA1759
 JA1759.Superseded values are not recommended for survey control.
 JA1759
 JA1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1759.See file dsdata.pdf to determine how the superseded data were derived.
 JA1759
 JA1759_MARKER: DS = TRIANGULATION STATION DISK
 JA1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1759_STAMPING: BICKLE 1947
 JA1759_MARK LOGO: CGS
 JA1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1759+STABILITY: SURFACE MOTION
 JA1759
 JA1759  HISTORY     - Date     Condition        Report By
 JA1759  HISTORY     - 1947     MONUMENTED       CGS
 JA1759
 JA1759                          STATION DESCRIPTION
 JA1759
 JA1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1759'THE STATION IS LOCATED BESIDE STATE HIGHWAY 62, ABOUT 1 MILE
 JA1759'NORTHWEST OF CORYDON AND ON LAND OWNED BY MR. BICKEL. IT IS 35.6
 JA1759'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 6.6 FEET WEST OF A
 JA1759'WITNESS POST. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA1759'BICKLE 1947. NOTE THAT OWNERS NAME AND STATIONS NAME ARE NOT
 JA1759'SPELLED ALIKE.
 JA1759'
 JA1759'REFERENCE MARK NO 1 IS 46.23 FEET EAST OF THE STATION, 35 FEET NORTH
 JA1759'OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 2
 JA1759'INCHES, AND THE DISK IS STAMPED BICKLE NO 1 1947.
 JA1759'
 JA1759'REFERENCE MARK NO. 2 IS 22.29 FEET WEST OF THE STATION, 35 FEET SOUTH
 JA1759'OF A POWER LINE POLE, AND 34.3 FEET NORTH OF THE CENTERLINE OF
 JA1759'THE HIGHWAY. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA1759'BICKLE NO 2 1947.
 JA1759'
 JA1759'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION, 143
 JA1759'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 78.5 FEET
 JA1759'NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 5 FEET WEST
 JA1759'OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK
 JA1759'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BICKLE 1947.
 JA1759'
 JA1759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 135 AND 62 IN
 JA1759'CORYDON, GO WEST ON THE LATTER FOR 1 MILE TO THE TOP OF A SMALL
 JA1759'HILL AND THE STATION ON THE RIGHT.
 JA1759'
 JA1759'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY
 JA1759'FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT, AND GO
 JA1759'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JA1759'
 JA1759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2223 ***********************************************************************
 LB2223  DESIGNATION -  BIG
 LB2223  PID         -  LB2223
 LB2223  STATE/COUNTY-  IN/TIPPECANOE
 LB2223  COUNTRY     -  US
 LB2223  USGS QUAD   -  WINGATE (2019)
 LB2223
 LB2223                         *CURRENT SURVEY CONTROL
 LB2223  ______________________________________________________________________
 LB2223* NAD 83(1997) POSITION- 40 13 04.68649(N) 087 04 25.82235(W)   ADJUSTED
 LB2223* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 LB2223  ______________________________________________________________________
 LB2223  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LB2223  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LB2223  HORZ ORDER      -  SECOND
 LB2223
 LB2223.The horizontal coordinates were established by classical geodetic methods
 LB2223.and adjusted by the National Geodetic Survey in May 1999.
 LB2223
 LB2223.The orthometric height was scaled from a topographic map.
 LB2223
 LB2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2223.GEOID18 height accuracy estimate available here.
 LB2223
 LB2223.Click photographs - Photos may exist for this station.
 LB2223
 LB2223.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2223
 LB2223. The following values were computed from the NAD 83(1997) position.
 LB2223
 LB2223;                    North         East     Units Scale Factor Converg.
 LB2223;SPC IN W     -   551,719.379   900,808.101   MT  0.99996667   +0 00 22.1
 LB2223;SPC IN W     - 1,810,099.33  2,955,401.24   sFT  0.99996667   +0 00 22.1
 LB2223;UTM  16      - 4,451,952.657   493,717.165   MT  0.99960049   -0 02 51.6
 LB2223
 LB2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2223!SPC IN W     -   0.99996916  x   0.99996667  =   0.99993584
 LB2223!UTM  16      -   0.99996916  x   0.99960049  =   0.99956967
 LB2223
 LB2223:                Primary Azimuth Mark                     Grid Az
 LB2223:SPC IN W     -  BIG AZ MK                                177 32 43.7
 LB2223:UTM  16      -  BIG AZ MK                                177 35 57.4
 LB2223
 LB2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9371751952(NAD 83)
 LB2223
 LB2223|---------------------------------------------------------------------|
 LB2223| PID    Reference Object                     Distance      Geod. Az  |
 LB2223|                                                           dddmmss.s |
 LB2223| LB1690 M 94                                 19.588 METERS 02258     |
 LB2223| CM2786 BIG AZ MK                                          1773305.8 |
 LB2223| CM2787 BIG RM 1                             32.952 METERS 27646     |
 LB2223|---------------------------------------------------------------------|
 LB2223
 LB2223                          SUPERSEDED SURVEY CONTROL
 LB2223
 LB2223  NAD 83(1986)-  40 13 04.69575(N)    087 04 25.82944(W) AD(       ) 2
 LB2223  NAD 27      -  40 13 04.55360(N)    087 04 25.80520(W) AD(       ) 2
 LB2223
 LB2223.Superseded values are not recommended for survey control.
 LB2223
 LB2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2223.See file dsdata.pdf to determine how the superseded data were derived.
 LB2223
 LB2223_MARKER: DS = TRIANGULATION STATION DISK
 LB2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2223_STAMPING: BIG 1948
 LB2223_MARK LOGO: CGS
 LB2223_PROJECTION: FLUSH
 LB2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2223+STABILITY: SURFACE MOTION
 LB2223
 LB2223  HISTORY     - Date     Condition        Report By
 LB2223  HISTORY     - 1948     MONUMENTED       CGS
 LB2223
 LB2223                          STATION DESCRIPTION
 LB2223
 LB2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2223'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NEWTOWN AND 5 MILES
 LB2223'SOUTH OF ODELL ON PROPERTY OF MR. MCKORKLE.  IT IS 83 FEET NORTHEAST
 LB2223'OF THE NORTHEAST CORNER OF A BUILDING AND 57 FEET WEST OF THE
 LB2223'CENTER OF STATE HIGHWAY NO. 25.  THE MARK IS FLUSH AND THE DISK IS
 LB2223'STAMPED BIG 1948.
 LB2223'
 LB2223'REFERENCE MARK NO. 1 IS 108.11 FEET WEST OF THE STATION.  IT IS 30
 LB2223'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN AND 1 FOOT EAST OF A
 LB2223'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2223'BIG NO 1 1948.
 LB2223'
 LB2223'M 94 (USC AND GS) BM WAS USED AS A REFERENCE MARK AND IS 64.26 FEET
 LB2223'NORTHEAST OF THE STATION.  IT IS 33 FEET WEST OF THE CENTER OF STATE
 LB2223'HIGHWAY NO. 25, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2223'EAST OF A FENCELINE.  THE MARK IS A 6X6 INCH CONCRETE POST WHICH
 LB2223'PROJECTS 6 INCHES WITH A STANDARD USC AND GS BM BRONZE DISK STAMPED
 LB2223'M 94 1939.
 LB2223'
 LB2223'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 34 FEET EAST OF
 LB2223'THE CENTER OF STATE HIGHWAY NO. 25, 26 FEET NORTH OF A STONE
 LB2223'MONUMENT, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LB2223'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG
 LB2223'1948.
 LB2223'
 LB2223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 25 AND
 LB2223'STATE HIGHWAY NO. 28 IN THE VILLAGE OF ODELL GO SOUTH ON STATE
 LB2223'HIGHWAY NO. 25 FOR 4.9 MILES TO THE STATION ON THE RIGHT, CONTINUE
 LB2223'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2223'
 LB2223'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1621 ***********************************************************************
 MD1621  DESIGNATION -  BIG
 MD1621  PID         -  MD1621
 MD1621  STATE/COUNTY-  IN/NOBLE
 MD1621  COUNTRY     -  US
 MD1621  USGS QUAD   -  MERRIAM (2019)
 MD1621
 MD1621                         *CURRENT SURVEY CONTROL
 MD1621  ______________________________________________________________________
 MD1621* NAD 83(1997) POSITION- 41 15 56.15400(N) 085 29 29.90479(W)   ADJUSTED
 MD1621* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 MD1621  ______________________________________________________________________
 MD1621  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 MD1621  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 MD1621  HORZ ORDER      -  SECOND
 MD1621
 MD1621.The horizontal coordinates were established by classical geodetic methods
 MD1621.and adjusted by the National Geodetic Survey in May 1999.
 MD1621
 MD1621.The orthometric height was scaled from a topographic map.
 MD1621
 MD1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1621.GEOID18 height accuracy estimate available here.
 MD1621
 MD1621.Click photographs - Photos may exist for this station.
 MD1621
 MD1621.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1621
 MD1621. The following values were computed from the NAD 83(1997) position.
 MD1621
 MD1621;                    North         East     Units Scale Factor Converg.
 MD1621;SPC IN E     -   668,068.402   114,666.125   MT  0.99996931   +0 06 55.6
 MD1621;SPC IN E     - 2,191,821.08    376,200.45   sFT  0.99996931   +0 06 55.6
 MD1621;UTM  16      - 4,569,338.707   626,346.700   MT  0.99979646   +0 59 41.9
 MD1621
 MD1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1621!SPC IN E     -   0.99996019  x   0.99996931  =   0.99992950
 MD1621!UTM  16      -   0.99996019  x   0.99979646  =   0.99975666
 MD1621
 MD1621:                Primary Azimuth Mark                     Grid Az
 MD1621:SPC IN E     -  BIG AZ MK                                270 04 34.1
 MD1621:UTM  16      -  BIG AZ MK                                269 11 47.8
 MD1621
 MD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2634669338(NAD 83)
 MD1621
 MD1621|---------------------------------------------------------------------|
 MD1621| PID    Reference Object                     Distance      Geod. Az  |
 MD1621|                                                           dddmmss.s |
 MD1621| MD1620 153 M                                39.996 METERS 11730     |
 MD1621| CC7819 BIG RM 1                             27.676 METERS 17957     |
 MD1621| CC7820 BIG RM 2                             21.567 METERS 21551     |
 MD1621| CC7818 BIG AZ MK                                          2701129.7 |
 MD1621|---------------------------------------------------------------------|
 MD1621
 MD1621                          SUPERSEDED SURVEY CONTROL
 MD1621
 MD1621  NAD 83(1995)-  41 15 56.15427(N)    085 29 29.91471(W) AD(       ) 2
 MD1621  NAD 83(1986)-  41 15 56.15361(N)    085 29 29.91886(W) AD(       ) 2
 MD1621  NAD 27      -  41 15 55.98560(N)    085 29 29.98830(W) AD(       ) 2
 MD1621
 MD1621.Superseded values are not recommended for survey control.
 MD1621
 MD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1621.See file dsdata.pdf to determine how the superseded data were derived.
 MD1621
 MD1621_MARKER: DS = TRIANGULATION STATION DISK
 MD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1621_STAMPING: BIG 1946
 MD1621_MARK LOGO: CGS
 MD1621_PROJECTION: FLUSH
 MD1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1621+STABILITY: SURFACE MOTION
 MD1621
 MD1621  HISTORY     - Date     Condition        Report By
 MD1621  HISTORY     - 1946     MONUMENTED       CGS
 MD1621  HISTORY     - 1958     GOOD             CGS
 MD1621  HISTORY     - 1963     GOOD             CGS
 MD1621  HISTORY     - 1966     GOOD             CGS
 MD1621
 MD1621                          STATION DESCRIPTION
 MD1621
 MD1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1621'STATION IS LOCATED 7.5 MILES NORTH OF COLUMBIA CITY IN THE CHURCH YARD
 MD1621'OF BIG LAKE CHURCH OF GOD.  IT IS 167 FEET WEST OF THE APPROXIMATE
 MD1621'CENTER OF STATE HIGHWAY 109 AND A GRAVEL T-ROAD WEST, 65 FEET
 MD1621'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 36 FEET NORTH OF THE
 MD1621'CENTER OF THE GRAVEL ROAD AND 10 FEET EAST OF THE WEST PROPERTY FENCE
 MD1621'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BIG 1946.
 MD1621'
 MD1621'REFERENCE MARK NO. 1 IS 90.80 FEET SOUTH OF THE STATION AT THE
 MD1621'NORTHWEST CORNER OF A GARAGE ATTACHED TO A WHITE HOUSE IN THE
 MD1621'SOUTHWEST ANGLE OF THE TWO ROADS.  THE MARK IS FLUSH AND THE DISK IS
 MD1621'STAMPED BIG NO 1 1946.
 MD1621'
 MD1621'153 M (USGS) IS 131.22 FEET EAST-SOUTHEAST OF THE STATION IN THE
 MD1621'SOUTHWEST ANGLE OF THE TWO ROADS AND WAS USED AS A REFERENCE MARK.  IT
 MD1621'IS 44 FEET WEST OF HIGHWAY 109, 28 FEET SOUTH OF THE GRAVEL ROAD AND 5
 MD1621'FEET SOUTH OF A POWER POLE.  THE MARK IS A 8 BY 8 INCH CONCRETE POST
 MD1621'WITH A STANDARD USGS BRONZE DISK STAMPED 153 M 940 1934.
 MD1621'
 MD1621'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION IN THE NORTH RIGHT-OF-WAY
 MD1621'FENCE LINE, 22 FEET NORTH OF THE CENTER OF THE ROAD.  IT IS 24 FEET
 MD1621'EAST OF A TELEPHONE POLE AND ONE FOOT NORTH OF A WHITE WITNESS POST.
 MD1621'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BIG 1946.
 MD1621'
 MD1621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1621'HIGHWAY 109 IN COLUMBIA CITY, GO NORTH ON HIGHWAY 109 FOR 7.5 MILES TO
 MD1621'THE BIG LAKE CHURCH OF GOD IN THE NORTHWEST ANGLE OF A T-ROAD WEST AND
 MD1621'STATION.
 MD1621'
 MD1621'TO REACH THE AZIMUTH MARK TURN WEST ON GRAVEL ROAD AND GO 0.3 MILE TO
 MD1621'THE MARK ON THE RIGHT.
 MD1621'
 MD1621'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1621
 MD1621                          STATION RECOVERY (1958)
 MD1621
 MD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1621'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 AND 153M (USGS) RECOVERED
 MD1621'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARK NO. 1 AND 153M (USGS)
 MD1621'CHECKED AND VERIFIED.  ANGLES BETWEEN AZIMUTH MARK AND REFERENCE MARK
 MD1621'NO. 1 AND 153 M (USGS) CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND
 MD1621'CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 65.0 FEET SOUTHWEST OF
 MD1621'THE SOUTHWEST CORNER OF A WHITE HOUSE, (NO LONGER A CHRUCH,) AND 18.5
 MD1621'FEET NORTHEAST OF AN IRON POST AT FENCE CORNER.
 MD1621
 MD1621                          STATION RECOVERY (1963)
 MD1621
 MD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1621'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1621'DESCRIBED.
 MD1621'
 MD1621'ABOUT 7.5 MILES N OF COLUMBIA CITY, ABOUT 4.8 MILES S ALONG NO. 109
 MD1621'INDIANA HWY. FROM ITS T-INTERSECTION WITH NO. 33 U.S. HWY. IN WOLF
 MD1621'LAKE TO MARK ON RIGHT, ABOUT 0.1 MILE N OF THE NEW BRICK BUILDING OF
 MD1621'BIG LAKE CHURCH OF GOD, 167 FEET W OF CENTER LINE OF SAID HWY., 65
 MD1621'FEET WSW OF SW CORNER OF A HOUSE THAT WAS THE ORIGINAL CHURCH
 MD1621'BUILDING, 35 FEET N OF CENTER LINE OF COUNTY LINE ROAD, 0.9 FOOT
 MD1621'HIGHER THAN SAME, 18-1/2 FEET NE OF STEEL-RAIL CORNER FENCE POST,
 MD1621'STANDARD DISKS STAMPED BIG 1946 IN 1A AND 7A MARKS WITH THE TOP MARK
 MD1621'FLUSH WITH THE GROUND.
 MD1621'
 MD1621'REFERENCE STAMPED BIG NO 1 1946, NOTE 11A, FLUSH, IS 90.80 FEET OR
 MD1621'27.676 METERS S IN AZIMUTH 359 DEG 57 MIN FROM STATION, IN WHITLEY
 MD1621'COUNTY, 56 FEET S OF CENTER LINE OF ROAD, AND 1.5 FEET WSW OF NW
 MD1621'CORNER OF CONCRETE FOUNDATION OF GARAGE ATTACHED TO HOUSE.
 MD1621'
 MD1621'U.S. GEOLOGICAL SURVEY STANDARD BENCH MARK DISK STAMPED 153 M 940 1934
 MD1621'AND SET IN TOP OF CONCRETE POST THAT PROJECTS 0.4 FOOT ABOVE GROUND IS
 MD1621'131.19 FEET OR 39.987 METERS ESE IN AZIMUTH 297 DEG 30 MIN FROM
 MD1621'STATION, 44 FEET W OF CENTER LINE OF HWY., 1.0 FEET HIGHER THAN SAME,
 MD1621'28 FEET S OF CENTER LINE OF ASPHALT COUNTY LINE ROAD, AND 5.3 FEET SSW
 MD1621'OF CENTER OF POWER POLE.
 MD1621'
 MD1621'AZIMUTH MARK STAMPED BIG 1946, NOTE 16A, PROJECTS 0.1 FOOT, IS ABOUT
 MD1621'0.3 MILE W IN AZIMUTH 90 DEG 11 MIN 54.2 SEC FROM STATION, 39 FEET E
 MD1621'OF TELEPHONE POLE THAT IS ON CREST OF RIDGE, 22 FEET N OF C/L OF ROAD,
 MD1621'1.7 FEET HIGHER THAN SAME, AND 1.0 FEET N OF STEEL WITNESS POST.
 MD1621
 MD1621                          STATION RECOVERY (1966)
 MD1621
 MD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1621'THE STATION AND ALL MARKS WERE REOVERED AND FOUND IN EXCELLENT
 MD1621'CONDITION.
 MD1621'
 MD1621'HOWEVER, DUE TO CONSTRUCTION OF A NEW PARSONAGE AT THE BIG LAKE CHURCH
 MD1621'OF GOD, REFERENCE MARK NO. 1 1946 WOULD BE DESTROYED.  A NEW REFERENCE
 MD1621'MARK NO. 2 1946 1966 WAS ESTABLISHED THIS DATE, AND OLD REFERENCE MARK
 MD1621'NO. 1 1946 WAS COMPLETELY DESTROYED.
 MD1621'
 MD1621'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 MD1621'
 MD1621'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF COLUMBIA CITY IN THE
 MD1621'NORTHWEST ANGLE OF THE T INTERSECTION OF STATE ROUTE 109 AND COUNTY
 MD1621'LINE N ROAD, ON PROPERTY OF, AND IN THE LAWN OF MR. HERSCHEL PENCE.
 MD1621'
 MD1621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1621'ROUTE 109 IN COLUMBIA CITY, GO NORTH ON STATE ROUTE 109 FOR 7.5 MILES
 MD1621'TO THE T JUNCTION OF STATE ROUTE 109 AND COUNTY LINE N ROAD AND THE
 MD1621'MARK ABOUT 167 FEET WEST ALONG NORTH SIDE OF COUNTY LINE N ROAD, IN
 MD1621'YARD AS DESCRIBED.
 MD1621'
 MD1621'THE STATION IS 167 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 MD1621'109, 64 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 45 FEET
 MD1621'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-CAR GARAGE, 35 FEET NORTH
 MD1621'OF THE APPROXIMATE CENTER OF COUNTY LINE N ROAD, 32 FEET WEST OF THE
 MD1621'APPROXIMATE CENTER OF A DRIVEWAY, 20.5 FEET WEST OF THE WEST CONCRETE
 MD1621'CURB OF DRIVEWAY, 19 FEET NORTH-NORTHEAST OF AN I-BEAM FENCE CORNER
 MD1621'POST, 10 FEET EAST OF A WOVEN WIRE FENCE, AND 9 FEET SOUTH-SOUTHWEST
 MD1621'OF A SMALL MAPLE TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 MD1621'12-INCH, SQUARE, CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE LAWN
 MD1621'AND THE DISK IS STAMPED BIG 1946.  NOTES 1A AND 7A.
 MD1621'
 MD1621'REFERENCE MARK NO. 2 IS 175 FEET WEST OF THE APPROXIMATE CENTER OF
 MD1621'STATE ROUTE 109, 74 FEET EAST OF A POWERLINE POLE, 68 FEET NORTH OF
 MD1621'THE NORTHWEST CORNER OF THE NEW BIG LAKE CHURCH OF GOD PARSONAGE, 58
 MD1621'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE INTO THE
 MD1621'CHURCH, 50 FEET WEST OF THE APPROXIMATE CENTER OF DRIVEWAY TO
 MD1621'PARSONAGE, 42 FEET SOUTH OF A TELEPHONE POLE, AND 5 FEET NORTHEAST OF
 MD1621'THE NORTHEAST CORNER OF A GARDEN PLOT.  IT IS A STANDARD DISK SET IN
 MD1621'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 MD1621'OF THE GROUND, AND THE DISK IS STAMPED BIG NO 2 1946 1966.  NOTE 11A.
 MD1621'
 MD1621'153 M (U.S.G.S.) WAS USED AS THE OTHER REFERENCE MARK.  IT IS LOCATED
 MD1621'IN THE SOUTHWEST ANGLE OF THE T INTERSECTION OF STATE ROUTE 109 AND
 MD1621'COUNTY LINE N ROAD, 44 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 MD1621'ROUTE 109, 29 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY LINE N
 MD1621'ROAD, 28 FEET NORTH OF A TELEPHONE POLE, AND 5 FEET SOUTH-SOUTHEAST OF
 MD1621'A UTILITY AND LIGHT POLE.  IT IS A U.S.G.S. BRONZE DISK SET IN THE TOP
 MD1621'OF AN 8-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES AND THE
 MD1621'DISK IS STAMPED 153 M 940 1945.  NO NOTE.  A TRAVERSE TIE WAS MADE TO
 MD1621'THIS MARK IN 1946 AND THE DISTANCE AND DIRECTION WAS VERIFIED DURING
 MD1621'THIS OCCUPATION.
 MD1621'
 MD1621'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 1946
 MD1621'1966 AND 153 M (U.S.G.S.) IS 157.88 FEET-48.122 METERS.
 MD1621'
 MD1621'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION ALONG THE NORTH
 MD1621'EDGE OF COUNTY LINE N ROAD, 107 FEET WEST OF A TELEPHONE POLE, 37 FEET
 MD1621'EAST OF A TELEPHONE POLE, 23 FEET NORTH OF THE APPROXIMATE CENTER OF
 MD1621'COUNTY LINE N ROAD, 0.8 FOOT EAST OF METAL WITNESS POST AND SIGN, 0.5
 MD1621'FOOT NORTH OF A FENCE, AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 MD1621'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 MD1621'CONCRETE MONUMENT AND THE DISK IS STAMPED BIG 1946.  NOTE 16A.
 MD1621'
 MD1621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY LINE N
 MD1621'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MD1621'
 MD1621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.5 MILES NORTH OF
 MD1621'COLUMBIA CITY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DP4743 ***********************************************************************
 DP4743  DESIGNATION -  BILBY
 DP4743  PID         -  DP4743
 DP4743  STATE/COUNTY-  IN/RIPLEY
 DP4743  COUNTRY     -  US
 DP4743  USGS QUAD   -  VERSAILLES (2019)
 DP4743
 DP4743                         *CURRENT SURVEY CONTROL
 DP4743  ______________________________________________________________________
 DP4743* NAD 83(2011) POSITION- 39 07 04.97961(N) 085 17 38.13348(W)   ADJUSTED
 DP4743* NAD 83(2011) ELLIP HT-   268.850 (meters)        (09/09/14)   ADJUSTED
 DP4743* NAD 83(2011) EPOCH   -  2010.00
 DP4743  ______________________________________________________________________
 DP4743  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 DP4743  NAD 83(2011) X  -    406,551.629 (meters)                     COMP
 DP4743  NAD 83(2011) Y  - -4,938,572.127 (meters)                     COMP
 DP4743  NAD 83(2011) Z  -  4,002,663.027 (meters)                     COMP
 DP4743  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 DP4743
 DP4743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4743  Standards:
 DP4743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4743  -------------------------------------------------------------------
 DP4743  NETWORK    0.72   2.10           0.29   0.30   1.07     -0.06075690
 DP4743  -------------------------------------------------------------------
 DP4743  Click here for local accuracies and other accuracy information.
 DP4743
 DP4743.The horizontal coordinates were established by GPS observations
 DP4743.and adjusted by the National Geodetic Survey in September 2014.
 DP4743
 DP4743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4743.been affixed to the stable North American tectonic plate. See 
 DP4743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4743
 DP4743.The horizontal coordinates are valid at the epoch date displayed above
 DP4743.which is a decimal equivalence of Year/Month/Day.
 DP4743
 DP4743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4743.GEOID18 height accuracy estimate available here.
 DP4743
 DP4743.Click photographs - Photos may exist for this station.
 DP4743
 DP4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4743
 DP4743.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4743
 DP4743.The ellipsoidal height was determined by GPS observations
 DP4743.and is referenced to NAD 83.
 DP4743
 DP4743. The following values were computed from the NAD 83(2011) position.
 DP4743
 DP4743;                    North         East     Units Scale Factor Converg.
 DP4743;SPC IN E     -   429,667.507   132,234.436   MT  0.99997946   +0 14 06.6
 DP4743;SPC IN E     - 1,409,667.48    433,839.15   sFT  0.99997946   +0 14 06.6
 DP4743;UTM  16      - 4,331,262.495   647,490.638   MT  0.99986786   +1 04 35.7
 DP4743
 DP4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4743!SPC IN E     -   0.99995782  x   0.99997946  =   0.99993728
 DP4743!UTM  16      -   0.99995782  x   0.99986786  =   0.99982569
 DP4743
 DP4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4749031262(NAD 83)
 DP4743
 DP4743                          SUPERSEDED SURVEY CONTROL
 DP4743
 DP4743.No superseded survey control is available for this station.
 DP4743
 DP4743_MARKER: DS = TRIANGULATION STATION DISK
 DP4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4743_STAMPING: BILBY 2014
 DP4743_MARK LOGO: CGS
 DP4743_PROJECTION: FLUSH
 DP4743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4743+STABILITY: SURFACE MOTION
 DP4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4743+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP4743
 DP4743  HISTORY     - Date     Condition        Report By
 DP4743  HISTORY     - 20140808 MONUMENTED       NGS
 DP4743
 DP4743                          STATION DESCRIPTION
 DP4743
 DP4743'DESCRIBED BY NATIONAL GEODETIC SURVEY 2014 (JDR)
 DP4743'THE STATION IS LOCATED 18.3 MI (29.4 KM) SOUTHEAST OF GREENSBURG, 8.9
 DP4743'MI (14.3 KM) WEST OF MILAN, 3.9 MI (6.3 KM) NORTHWEST OF VERSAILLES
 DP4743'AND 0.8 MI (1.3 KM) SOUTH OF OSGOOD.
 DP4743'
 DP4743'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421
 DP4743'(BUCKEYE STREET) AND BEECH STREET IN OSGOOD, PROCEED SOUTHERLY ON U.S.
 DP4743'HIGHWAY 421 FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF COUNTY ROAD 300
 DP4743'NORTH.  TURN RIGHT AND PROCEED WESTERLY ON COUNTY ROAD 300 NORTH FOR
 DP4743'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT UNDER THE BILBY TOWER.
 DP4743'
 DP4743'THE STATION IS LOCATED 22.7 M (74.5 FT) SOUTH OF THE CENTER LINE OF
 DP4743'COUNTY ROAD 300 NORTH, 11.5 M (37.7 FT) NORTH OF THE NORTHERN EDGE OF
 DP4743'A LAKE AND 10.2 M (33.5 FT) WEST OF THE WESTERN EDGE OF A ASPHALT
 DP4743'WALKING PATH AND ACROSS FROM TOWN OF OSGOOD GOVERNMENT BUILDING AND
 DP4743'SET IN CONCRETE UNDER THE BILBY TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DP4742 ***********************************************************************
 DP4742  DESIGNATION -  BILBY AZ MK
 DP4742  PID         -  DP4742
 DP4742  STATE/COUNTY-  IN/RIPLEY
 DP4742  COUNTRY     -  US
 DP4742  USGS QUAD   -  VERSAILLES (2019)
 DP4742
 DP4742                         *CURRENT SURVEY CONTROL
 DP4742  ______________________________________________________________________
 DP4742* NAD 83(2011) POSITION- 39 06 55.24950(N) 085 17 47.19604(W)   ADJUSTED
 DP4742* NAD 83(2011) ELLIP HT-   267.930 (meters)        (09/09/14)   ADJUSTED
 DP4742* NAD 83(2011) EPOCH   -  2010.00
 DP4742  ______________________________________________________________________
 DP4742  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 DP4742  NAD 83(2011) X  -    406,350.110 (meters)                     COMP
 DP4742  NAD 83(2011) Y  - -4,938,777.952 (meters)                     COMP
 DP4742  NAD 83(2011) Z  -  4,002,429.632 (meters)                     COMP
 DP4742  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 DP4742
 DP4742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP4742  Standards:
 DP4742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP4742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP4742  -------------------------------------------------------------------
 DP4742  NETWORK    0.73   2.49           0.30   0.30   1.27     -0.05553896
 DP4742  -------------------------------------------------------------------
 DP4742  Click here for local accuracies and other accuracy information.
 DP4742
 DP4742.The horizontal coordinates were established by GPS observations
 DP4742.and adjusted by the National Geodetic Survey in September 2014.
 DP4742
 DP4742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP4742.been affixed to the stable North American tectonic plate. See 
 DP4742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP4742
 DP4742.The horizontal coordinates are valid at the epoch date displayed above
 DP4742.which is a decimal equivalence of Year/Month/Day.
 DP4742
 DP4742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4742.GEOID18 height accuracy estimate available here.
 DP4742
 DP4742.Click photographs - Photos may exist for this station.
 DP4742
 DP4742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP4742
 DP4742.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP4742
 DP4742.The ellipsoidal height was determined by GPS observations
 DP4742.and is referenced to NAD 83.
 DP4742
 DP4742. The following values were computed from the NAD 83(2011) position.
 DP4742
 DP4742;                    North         East     Units Scale Factor Converg.
 DP4742;SPC IN E     -   429,366.566   132,017.957   MT  0.99997928   +0 14 00.9
 DP4742;SPC IN E     - 1,408,680.14    433,128.91   sFT  0.99997928   +0 14 00.9
 DP4742;UTM  16      - 4,330,958.442   647,278.625   MT  0.99986709   +1 04 29.8
 DP4742
 DP4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP4742!SPC IN E     -   0.99995797  x   0.99997928  =   0.99993725
 DP4742!UTM  16      -   0.99995797  x   0.99986709  =   0.99982506
 DP4742
 DP4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4727830958(NAD 83)
 DP4742
 DP4742                          SUPERSEDED SURVEY CONTROL
 DP4742
 DP4742.No superseded survey control is available for this station.
 DP4742
 DP4742_MARKER: DZ = AZIMUTH MARK DISK
 DP4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4742_STAMPING: BILBY 2014
 DP4742_MARK LOGO: CGS
 DP4742_PROJECTION: FLUSH
 DP4742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4742+STABILITY: SURFACE MOTION
 DP4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4742+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2014
 DP4742
 DP4742  HISTORY     - Date     Condition        Report By
 DP4742  HISTORY     - 20140813 MONUMENTED       NGS
 DP4742
 DP4742                          STATION DESCRIPTION
 DP4742
 DP4742'DESCRIBED BY NATIONAL GEODETIC SURVEY 2014 (JDR)
 DP4742'THE STATION IS LOCATED 18.4 MI (29.6 KM) SOUTHEAST OF GREENSBURG, 8.9
 DP4742'MI (14.3 KM) WEST OF MILAN, 4.0 MI (6.4 KM) NORTHWEST OF VERSAILLES
 DP4742'AND 0.9 MI (1.4 KM) SOUTH OF OSGOOD.
 DP4742'
 DP4742'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421
 DP4742'(BUCKEYE STREET) AND BEECH STREET IN OSGOOD, PROCEED SOUTHERLY ON U.S.
 DP4742'HIGHWAY 421 FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF COUNTY ROAD 300
 DP4742'NORTH.  TURN RIGHT AND PROCEED WESTERLY ON COUNTY ROAD 300 NORTH FOR
 DP4742'0.8 MI (1.3 KM) TO THE INTERSECTION OF TANGLEWOOD ROAD.  TURN LEFT AND
 DP4742'GO SOUTH ON TANGLEWOOD ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DP4742'LEFT.
 DP4742'
 DP4742'THE STATION IS LOCATED 105.3 FT (32.1 M) NORTH-NORTHWEST OF A LONE
 DP4742'PINE TREE, 61.5 FT (18.7 M) EAST OF THE CENTERLINE OF TANGLEWOOD ROAD
 DP4742'AND 57.8 FT (17.6 M) SOUTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3278 ***********************************************************************
 JZ3278  DESIGNATION -  BILLINGS
 JZ3278  PID         -  JZ3278
 JZ3278  STATE/COUNTY-  IN/UNION
 JZ3278  COUNTRY     -  US
 JZ3278  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ3278
 JZ3278                         *CURRENT SURVEY CONTROL
 JZ3278  ______________________________________________________________________
 JZ3278* NAD 83(1997) POSITION- 39 33 18.91822(N) 084 54 38.08175(W)   ADJUSTED
 JZ3278* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 JZ3278  ______________________________________________________________________
 JZ3278  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JZ3278  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 JZ3278  HORZ ORDER      -  FIRST
 JZ3278
 JZ3278.The horizontal coordinates were established by classical geodetic methods
 JZ3278.and adjusted by the National Geodetic Survey in May 1999.
 JZ3278
 JZ3278.The orthometric height was scaled from a topographic map.
 JZ3278
 JZ3278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3278.GEOID18 height accuracy estimate available here.
 JZ3278
 JZ3278.Click photographs - Photos may exist for this station.
 JZ3278
 JZ3278.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3278
 JZ3278. The following values were computed from the NAD 83(1997) position.
 JZ3278
 JZ3278;                    North         East     Units Scale Factor Converg.
 JZ3278;SPC IN E     -   478,412.136   164,980.419   MT  1.00001863   +0 28 53.4
 JZ3278;SPC IN E     - 1,569,590.48    541,273.26   sFT  1.00001863   +0 28 53.4
 JZ3278;SPC OH S     -   175,419.664   392,859.157   MT  0.99994034   -1 31 46.4
 JZ3278;SPC OH S     -   575,522.68  1,288,905.42   sFT  0.99994034   -1 31 46.4
 JZ3278;UTM  16      - 4,380,481.704   679,511.697   MT  0.99999676   +1 19 51.4
 JZ3278
 JZ3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3278!SPC IN E     -   0.99995541  x   1.00001863  =   0.99997404
 JZ3278!SPC OH S     -   0.99995541  x   0.99994034  =   0.99989575
 JZ3278!UTM  16      -   0.99995541  x   0.99999676  =   0.99995217
 JZ3278
 JZ3278:                Primary Azimuth Mark                     Grid Az
 JZ3278:SPC IN E     -  BILLINGS AZ MK                           309 08 11.0
 JZ3278:SPC OH S     -  BILLINGS AZ MK                           311 08 50.8
 JZ3278:UTM  16      -  BILLINGS AZ MK                           308 17 13.0
 JZ3278
 JZ3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7951180481(NAD 83)
 JZ3278
 JZ3278|---------------------------------------------------------------------|
 JZ3278| PID    Reference Object                     Distance      Geod. Az  |
 JZ3278|                                                           dddmmss.s |
 JZ3278| CC7823 BILLINGS RM 1                        43.730 METERS 08504     |
 JZ3278| JZ3273 OXFORD MUNICIPAL TANK               APPROX.15.3 KM 1084557.1 |
 JZ3278| CC7824 BILLINGS RM 2                        62.890 METERS 18822     |
 JZ3278| JZ3326 BEACON 3 R                          APPROX.25.9 KM 2122609.6 |
 JZ3278| CC7822 BILLINGS AZ MK                                     3093704.4 |
 JZ3278| JZ3280 LIBERTY COURTHOUSE FINIAL           APPROX. 9.0 KM 3491124.7 |
 JZ3278| JZ3279 LIBERTY MUNICIPAL TANK              APPROX. 9.5 KM 3521212.8 |
 JZ3278|---------------------------------------------------------------------|
 JZ3278
 JZ3278                          SUPERSEDED SURVEY CONTROL
 JZ3278
 JZ3278  NAD 83(1995)-  39 33 18.91820(N)    084 54 38.08201(W) AD(       ) 1
 JZ3278  NAD 83(1986)-  39 33 18.92446(N)    084 54 38.09312(W) AD(       ) 1
 JZ3278  NAD 27      -  39 33 18.74300(N)    084 54 38.24000(W) AD(       ) 1
 JZ3278
 JZ3278.Superseded values are not recommended for survey control.
 JZ3278
 JZ3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3278.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3278
 JZ3278_MARKER: DS = TRIANGULATION STATION DISK
 JZ3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3278_STAMPING: BILLINGS 1932
 JZ3278_MARK LOGO: CGS
 JZ3278_PROJECTION: FLUSH
 JZ3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3278+STABILITY: SURFACE MOTION
 JZ3278
 JZ3278  HISTORY     - Date     Condition        Report By
 JZ3278  HISTORY     - 1932     MONUMENTED       CGS
 JZ3278  HISTORY     - 1940     GOOD             CGS
 JZ3278
 JZ3278                          STATION DESCRIPTION
 JZ3278
 JZ3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ3278'THE STATION IS ABOUT 5-1/2 MILES SOUTH OF LIBERTY IN THE VILLAGE OF
 JZ3278'BILLINGSVILLE, IN THE SOUTHEAST CORNER OF SECTION 6, T. 10
 JZ3278'N., R. 1 W., IN THE NORTHWEST CORNER OF THE SCHOOLHOUSE GROUNDS, 6
 JZ3278'METERS EAST OF THE NORTH-SOUTH FENCE LINE, 7 METERS SOUTH OF
 JZ3278'THE EAST-WEST FENCE LINE, 62.5 METERS NORTH OF THE NORTHWEST CORNER
 JZ3278'OF THE SCHOOLHOUSE, 67 METERS WEST OF THE CENTER OF THE ROAD AND
 JZ3278'IS SET FLUSH WITH THE GROUND.
 JZ3278'
 JZ3278'REFERENCE MARK NO. 1 IS 0.5 METER SOUTH OF THE FENCE LINE, 6.1 METERS
 JZ3278'SOUTHWEST OF THE CORNER OF THE HOUSE, 24 METERS WEST OF THE CENTER
 JZ3278'OF THE ROAD AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ3278'
 JZ3278'REFERENCE MARK NO.2 IS ON THE NORTH-SOUTH FENCE LINE, 25.1 METERS W.
 JZ3278'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 0.17 METER EAST OF
 JZ3278'THE CENTER OF THE ROAD AND PROJECTS 6 INCHES ABOVE THE GROUND.
 JZ3278'
 JZ3278'AZIMUTH MARK IS 0.3 MILE WEST OF THE FOUR CORNERS ON HIGH
 JZ3278'TRANSMISSION LINE, 6 METERS S.  OF THE CENTER OF THE ROAD, 0.05
 JZ3278'METER NORTH OF THE FENCE LINE AND 10 METERS EAST OF POLE NO.92 AND
 JZ3278'PROJECTS 8 INCHES.
 JZ3278
 JZ3278                          STATION RECOVERY (1940)
 JZ3278
 JZ3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (SCS)
 JZ3278'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 JZ3278'GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2413 ***********************************************************************
 LA2413  DESIGNATION -  BINGEN
 LA2413  PID         -  LA2413
 LA2413  STATE/COUNTY-  IN/ALLEN
 LA2413  COUNTRY     -  US
 LA2413  USGS QUAD   -  HOAGLAND (2019)
 LA2413
 LA2413                         *CURRENT SURVEY CONTROL
 LA2413  ______________________________________________________________________
 LA2413* NAD 83(1997) POSITION- 40 55 16.08271(N) 084 57 45.29661(W)   ADJUSTED
 LA2413* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2413  ______________________________________________________________________
 LA2413  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 LA2413  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 LA2413  HORZ ORDER      -  FIRST
 LA2413
 LA2413.The horizontal coordinates were established by classical geodetic methods
 LA2413.and adjusted by the National Geodetic Survey in May 1999.
 LA2413
 LA2413.The orthometric height was scaled from a topographic map.
 LA2413
 LA2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2413.GEOID18 height accuracy estimate available here.
 LA2413
 LA2413.Click photographs - Photos may exist for this station.
 LA2413
 LA2413.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2413
 LA2413. The following values were computed from the NAD 83(1997) position.
 LA2413
 LA2413;                    North         East     Units Scale Factor Converg.
 LA2413;SPC IN E     -   630,038.876   159,307.053   MT  1.00000994   +0 27 40.3
 LA2413;SPC IN E     - 2,067,052.55    522,659.89   sFT  1.00000994   +0 27 40.3
 LA2413;UTM  16      - 4,532,000.713   671,559.225   MT  0.99996227   +1 20 05.5
 LA2413
 LA2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2413!SPC IN E     -   0.99996525  x   1.00000994  =   0.99997519
 LA2413!UTM  16      -   0.99996525  x   0.99996227  =   0.99992752
 LA2413
 LA2413:                Primary Azimuth Mark                     Grid Az
 LA2413:SPC IN E     -  BINGEN AZ MK 2                           245 23 17.4
 LA2413:UTM  16      -  BINGEN AZ MK 2                           244 30 52.2
 LA2413
 LA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7155932000(NAD 83)
 LA2413
 LA2413|---------------------------------------------------------------------|
 LA2413| PID    Reference Object                     Distance      Geod. Az  |
 LA2413|                                                           dddmmss.s |
 LA2413| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX. 9.9 KM 0525000.4 |
 LA2413| CE5765 BINGEN RM 1                          37.283 METERS 07241     |
 LA2413| CE5766 BINGEN RM 2                          33.604 METERS 16417     |
 LA2413| CE5764 BINGEN AZ MK 2                                     2455057.7 |
 LA2413| CE5763 BINGEN AZ MK                                       2462346.0 |
 LA2413| LA2411 DAYTON GRAND RAPIDS AWY BCN 8       APPROX. 1.0 KM 2560600.8 |
 LA2413| LA2412 BINGEN RM 3                          55.169 METERS 29644     |
 LA2413| LA1994 EMMANUEL EVAN LUTH CH SPIRE         APPROX.10.5 KM 3230603.6 |
 LA2413|---------------------------------------------------------------------|
 LA2413
 LA2413                          SUPERSEDED SURVEY CONTROL
 LA2413
 LA2413  NAD 83(1995)-  40 55 16.08267(N)    084 57 45.29911(W) AD(       ) 1
 LA2413  NAD 83(1986)-  40 55 16.08488(N)    084 57 45.31198(W) AD(       ) 1
 LA2413  NAD 27      -  40 55 15.90660(N)    084 57 45.43130(W) AD(       ) 1
 LA2413
 LA2413.Superseded values are not recommended for survey control.
 LA2413
 LA2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2413.See file dsdata.pdf to determine how the superseded data were derived.
 LA2413
 LA2413_MARKER: DS = TRIANGULATION STATION DISK
 LA2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2413_STAMPING: BINGEN 1947
 LA2413_MARK LOGO: CGS
 LA2413_PROJECTION: FLUSH
 LA2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2413+STABILITY: SURFACE MOTION
 LA2413
 LA2413  HISTORY     - Date     Condition        Report By
 LA2413  HISTORY     - 1947     MONUMENTED       CGS
 LA2413  HISTORY     - 1955     GOOD             CGS
 LA2413  HISTORY     - 1963     GOOD             CGS
 LA2413  HISTORY     - 1971     GOOD             NGS
 LA2413
 LA2413                          STATION DESCRIPTION
 LA2413
 LA2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2413'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FORT WAYNE AND 3 MILES
 LA2413'SOUTH OF HOAGLAND ON LAND OWNED BY HUAK BROTHERS.  IT IS 57 FEET WEST
 LA2413'OF A POWER POLE, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LA2413'BARN, 46 FEET SOUTHWEST OF THE LANE INTERSECTION AND 14 FEET NORTH OF
 LA2413'A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2413'BINGEN 1947.
 LA2413'
 LA2413'REFERENCE MARK NO. 1 IS 122.27 FEET EAST OF THE STATION.  IT IS 88
 LA2413'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE (EAST)  85 FEET
 LA2413'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE (WEST) AND 13 FEET
 LA2413'NORTH OF THE CENTER OF THE DRIVE.  THE MARK IS FLUSH AND THE DISK IS
 LA2413'STAMPED BINGEN NO 1 1947.
 LA2413'
 LA2413'REFERENCE MARK NO. 2 IS 100.13 FEET SOUTH OF THE STATION.  IT IS 14
 LA2413'FEET WEST OF THE CENTER OF THE LANE AND ONE FOOT EAST OF THE FENCE.
 LA2413'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BINGEN NO 2
 LA2413'1947.
 LA2413'
 LA2413'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS 22 FEET WEST
 LA2413'OF A POWER POLE, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 2.5 FEET
 LA2413'EAST OF A FENCE CORNER AND 1.5 FEET EAST OF A WHITE WITNESS POST.  THE
 LA2413'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BINGEN 1947.
 LA2413'
 LA2413'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN HOAGLAND,
 LA2413'GO EAST ON BLACK TOP ROAD FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT
 LA2413'AND GO SOUTH FOR 2 MILES TO A T- ROAD INTERSECTION, TURN RIGHT AND GO
 LA2413'WEST 0.2 MILE TO A LANE ON THE RIGHT, *TURN RIGHT AND GO 0.1 MILE TO
 LA2413'THE BARN AND STATION AS DESCRIBED.  *TO REACH THE AZIMUTH MARK FROM
 LA2413'THIS POINT GO WEST 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LA2413'DESCRIBED.
 LA2413'
 LA2413'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2413
 LA2413                          STATION RECOVERY (1955)
 LA2413
 LA2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2413'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 LA2413'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE EXCEPT FOR TWO
 LA2413'DISCREPANCIES.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 2 WAS
 LA2413'NOTED.  THE 1955 MEASUREMENT WAS CHECKED AND IS CORRECT.  * TO REACH
 LA2413'THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE, TURN RIGHT
 LA2413'AND GO WEST FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2413'
 LA2413'PERMISSION COULD NOT BE OBTAINED TO BUILD A TOWER OVER BINGEN 1947
 LA2413'BECAUSE OF CULTIVATION.
 LA2413
 LA2413                          STATION RECOVERY (1963)
 LA2413
 LA2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2413'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN
 LA2413'ORIGINAL AND R-NOTE.
 LA2413'
 LA2413'ABOUT 1.75 MILES E ALONG ASPHALT HOAGLAND ROAD FROM THE RAILROAD
 LA2413'CROSSING IN TOWN OF HOAGLAND, THENCE 2.0 MILES S ON HOUK ROAD, THENCE
 LA2413'0.2 MILE W ON SOUTH COUNTY LINE ROAD, THENCE 0.1 MILE N ON FARM LANE
 LA2413'TO STATION, 48 FEET W OF CENTER LINE OF THE CENTER LINE OF LANE, 58.5
 LA2413'FEET W OF CENTER OF POWER POLE, AND 22 FEET S OF CENTER LINE OF FARM
 LA2413'DRIVEWAY, STANDARD DISKS STAMPED BINGEN 1947 MARKS, THE UPPER MARK
 LA2413'FLUSH WITH GROUND.
 LA2413'
 LA2413'REFERENCE STAMPED BINGEN NO 1 1947, FLUSH, IS 122.30 FEET OR (37.277
 LA2413'MTRS.) ENE OF STATION, 89 FEET SW OF SW CORNER OF MAIN BODY OF HOUSE,
 LA2413'86 FEET SE OF SE CORNER OF ANOTHER HOUSE, AND 13 FEET N OF CENTER LINE
 LA2413'OF E-W FARM DRIVEWAY.
 LA2413'
 LA2413'REFERENCE STAMPED BINGEN NO 2 1947, PROJECTS 0.3 FOOT, IS 110.25 FEET
 LA2413'OR (33.604 METERS) SSE OF STATION, 12 FEET W OF CENTER LINE OF FARM
 LA2413'LANE, AND 1.4 FEET S OF STEEL WITNESS POST.  THE DISTANCE HERE CHECKS
 LA2413'THAT OF THE RECOVERY NOTE IN 1955.
 LA2413'
 LA2413'REF. STAMPED BINGEN NO 3 1947, FLUSH, IS 180.93 FEET (55.148 METERS)
 LA2413'WNW OF THE STATION, 39 FEET S OF SW CORNER OF A BARN, AND 11 FEET W OF
 LA2413'PROJECTED PLANE OF W WALL OF SAME.
 LA2413'
 LA2413'AZIMUTH MARK STAMPED BINGEN 1947, PROJECTS 0.3 FOOT, IS ABOUT 0.3 MILE
 LA2413'WSW OF THE STATION, 18 FEET W OF A POWER POLE, 18 FEET S OF CENTER
 LA2413'LINE OF ROAD, 3 FEET E OF A FENCE CORNER, AND 1.4 FEET E OF STEEL
 LA2413'WITNESS POST.  THE DISTANCE WAS COMPUTED FROM A WEAK TRIANGLE AS 473.7
 LA2413'METERS (1554 FEET)
 LA2413
 LA2413                          STATION RECOVERY (1971)
 LA2413
 LA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LA2413'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 LA2413'WAY OF ROAD WORK AND WAS DESTROYED AT THE REQUEST OF THE ALLEN COUNTY
 LA2413'ENGINEER AFTER A NEW MARK WAS SET.  THE DISTANCE AND DIRECTION TO
 LA2413'REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 3
 LA2413'CHECKED BUT THE DIRECTION WAS FOUND TO BE IN ERROR BY 5 MINUTES AND 38
 LA2413'SECONDS.  A NEW DESCRIPTION FOLLOWS--
 LA2413'
 LA2413'THE STATION IS LOCATED ABOUT 8 MILES OSUTHEAST OF FORT WAYNE, ON THE
 LA2413'PROPERTY OF MR. LLOYD J. KIESS, 4 FEET SOUTH OF A FENCE, 20 FEET WEST
 LA2413'OF A FENCE CORNER, 45 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 58
 LA2413'FEET WEST OF A POWER POLE AND 51 FEET SOUTHWEST OF THE SOUTHEAST
 LA2413'CORNER OF A GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2413'BINGEN 1947.
 LA2413'
 LA2413'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN HOAGLAND,
 LA2413'GO EAST ON PAVED ROAD FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LA2413'SOUTH ON HOUK RD. FOR 2 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT
 LA2413'AND GO WEST ON COUNTY LINE ROAD FOR 0.2 MILE TO A DRIVEWAY RIGHT.
 LA2413'TURN RIGHT ON THE DRIVEWAY AND GO NORTH FOR 0.1 MILE TO THE STATION ON
 LA2413'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY CONTINUE WEST
 LA2413'ON COUNTY LINE RD.  FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2413'
 LA2413'REFERENCE MARK 1 IS 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2413'HOUSE, 13 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 68 FEET
 LA2413'NORTHEAST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 LA2413'STAMPED BINGEN NO 1 1947.
 LA2413'
 LA2413'REFERENCE MARK 2 IS 72 FEET SOUTH OF A TELEPHONE POLE AND FENCE CORNER
 LA2413'AND 13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT
 LA2413'PROJECTS 2 INCHES AND THE DISK IS STAMPED BINGEN NO 2 1947.
 LA2413'
 LA2413'REFERENCE MARK 3 IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LA2413'BARN, 18 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND 18 FEET
 LA2413'NORTHEAST OF A 14 INCH HEDGE TREE.  THE MONUMENT IS ABOUT 8 INCHES
 LA2413'UNDERGROUND AND THE DISK IS STAMPED BINGEN NO 3 1947.
 LA2413'
 LA2413'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF COUNTY LINE
 LA2413'ROAD, 27 FEET EAST OF A FENCE CORNER AT THE NORTHEAST EDGE OF WOODS, 1
 LA2413'FOOT EAST OF A METAL WITNESS POST AND 2 FEET WEST OF A POWER POLE.
 LA2413'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BINGEN 1947
 LA2413'1971.
 LA2413'
 LA2413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 LA2413'OF HOAGLAND.
 LA2413'
 LA2413'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2412 ***********************************************************************
 LA2412  DESIGNATION -  BINGEN RM 3
 LA2412  PID         -  LA2412
 LA2412  STATE/COUNTY-  IN/ALLEN
 LA2412  COUNTRY     -  US
 LA2412  USGS QUAD   -  HOAGLAND (2019)
 LA2412
 LA2412                         *CURRENT SURVEY CONTROL
 LA2412  ______________________________________________________________________
 LA2412* NAD 83(1997) POSITION- 40 55 16.88735(N) 084 57 47.40228(W)   ADJUSTED
 LA2412* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2412  ______________________________________________________________________
 LA2412  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 LA2412  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 LA2412  HORZ ORDER      -  SECOND
 LA2412
 LA2412.The horizontal coordinates were established by classical geodetic methods
 LA2412.and adjusted by the National Geodetic Survey in May 1999.
 LA2412
 LA2412.The orthometric height was scaled from a topographic map.
 LA2412
 LA2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2412.GEOID18 height accuracy estimate available here.
 LA2412
 LA2412.Click photographs - Photos may exist for this station.
 LA2412
 LA2412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2412
 LA2412. The following values were computed from the NAD 83(1997) position.
 LA2412
 LA2412;                    North         East     Units Scale Factor Converg.
 LA2412;SPC IN E     -   630,063.300   159,257.584   MT  1.00000987   +0 27 39.0
 LA2412;SPC IN E     - 2,067,132.68    522,497.59   sFT  1.00000987   +0 27 39.0
 LA2412;UTM  16      - 4,532,024.379   671,509.392   MT  0.99996206   +1 20 04.2
 LA2412
 LA2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2412!SPC IN E     -   0.99996525  x   1.00000987  =   0.99997512
 LA2412!UTM  16      -   0.99996525  x   0.99996206  =   0.99992731
 LA2412
 LA2412:                Primary Azimuth Mark                     Grid Az
 LA2412:SPC IN E     -  BINGEN AZ MK 2                           239 49 19.9
 LA2412:UTM  16      -  BINGEN AZ MK 2                           238 56 54.7
 LA2412
 LA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7150932024(NAD 83)
 LA2412
 LA2412|---------------------------------------------------------------------|
 LA2412| PID    Reference Object                     Distance      Geod. Az  |
 LA2412|                                                           dddmmss.s |
 LA2412| CE5765 BINGEN RM 1                          85.984 METERS 09911     |
 LA2412| LA2413 BINGEN                               55.169 METERS 11644     |
 LA2412| CE5766 BINGEN RM 2                          81.687 METERS 13423     |
 LA2412| CE5764 BINGEN AZ MK 2                                     2401658.9 |
 LA2412| CE5763 BINGEN AZ MK                                       2405701.0 |
 LA2412| LA1988 ST JOHNS LUTH CHURCH SPIRE          APPROX. 3.8 KM 2542421.7 |
 LA2412|---------------------------------------------------------------------|
 LA2412
 LA2412                          SUPERSEDED SURVEY CONTROL
 LA2412
 LA2412  NAD 83(1995)-  40 55 16.88731(N)    084 57 47.40478(W) AD(       ) 2
 LA2412  NAD 83(1986)-  40 55 16.88942(N)    084 57 47.41742(W) AD(       ) 2
 LA2412  NAD 27      -  40 55 16.71110(N)    084 57 47.53700(W) AD(       ) 2
 LA2412
 LA2412.Superseded values are not recommended for survey control.
 LA2412
 LA2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2412.See file dsdata.pdf to determine how the superseded data were derived.
 LA2412
 LA2412_MARKER: DR = REFERENCE MARK DISK
 LA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2412_STAMPING: BINGEN 1947 NO 3
 LA2412_MARK LOGO: CGS
 LA2412_PROJECTION: FLUSH
 LA2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2412+STABILITY: SURFACE MOTION
 LA2412
 LA2412  HISTORY     - Date     Condition        Report By
 LA2412  HISTORY     - 1955     MONUMENTED       CGS
 LA2412  HISTORY     - 1963     GOOD             CGS
 LA2412  HISTORY     - 1971     GOOD             NGS
 LA2412
 LA2412                          STATION DESCRIPTION
 LA2412
 LA2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2412'THE STATION IS ABOUT 8 MILES SOUTHEAST OF FORT WAYNE, 3 MILES SOUTH OF
 LA2412'HOAGLAND, 39 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 18 FEET
 LA2412'NORTH OF THE NORTHWEST CORNER OF A SMALL SHED, 8 FEET EAST OF THE EDGE
 LA2412'OF A CULTIVATED FIELD, AND ON LAND OWNED BY THE HUAK BROTHERS.
 LA2412'
 LA2412'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HOAGLAND, GO EAST FOR
 LA2412'1.75 MILES TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A
 LA2412'T-JUNCTION, TURN RIGHT AND GO WEST FOR 0.2 MILE TO A FARM ROAD ON THE
 LA2412'RIGHT (TO REACH THE AZIMUTH MARK, CONTINUE WEST FOR 0.2 MILE TO THE
 LA2412'MARK ON THE LEFT AS DESCRIBED), TURN RIGHT ON THE FARM ROAD AND GO
 LA2412'NORTH FOR 0.1 MILE TO THE HUAK BROTHERS FARM HOME AND THE STATION.
 LA2412'
 LA2412'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BINGEN
 LA2412'1947 RM 3.  REFERENCE MARK 1 IS 88 FEET SOUTHWEST OF THE SOUTHWEST
 LA2412'CORNER OF THE FARM HOME AND 13 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 LA2412'IT COULD NOT BE MEAUSRED BECAUSE OF A BUILDING ON LINE.  THE MARK IS
 LA2412'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BINGEN NO 1 1947.
 LA2412'
 LA2412'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE FARM ROAD AND 1
 LA2412'FOOT EAST OF A FENCE.  IT COULD NOT BE MEASURED BECAUSE OF A
 LA2412'HALF-GROWN WHEAT FIELD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 LA2412'STAMPED BINGEN NO 2 1947.
 LA2412'
 LA2412'THE AZIMUTH MARK IS 22 FEET WEST OF A POWERLINE POLE, 20 FEET SOUTH OF
 LA2412'THE CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A 4 INCH X 4 INCH
 LA2412'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 LA2412'STAMPED BINGEN 1947.
 LA2412'
 LA2412'PERMISSION COULD NOT BE OBTAINED TO BUILD A TOWER OVER BINGEN 1947
 LA2412'BECAUSE OF CULTIVATION.
 LA2412'
 LA2412'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2412
 LA2412                          STATION RECOVERY (1963)
 LA2412
 LA2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2412'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2412'DESCRIBED.
 LA2412'
 LA2412'ABOUT 1.75 MILES E ALONG HOAGLAND ROAD FROM THE RAILROAD CROSSING IN
 LA2412'HOAGLAND, THENCE 2.0 MILES S ON HOUK ROAD, THENCE 0.2 MILE W ON SOUTH
 LA2412'COUNTY LINE ROAD, THENCE 0.1 MILE N ON FARM LANE TO W SIDE OF BARNLOT
 LA2412'AND STATION, 39 FEET S OF SW CORNER OF NW BARN, 11 FEET W OF PROJECTED
 LA2412'PLANE OF W WALL OF SAME, AN R.M. DISK STAMPED BINGEN NO 3 1947 SET
 LA2412'FLUSH IN AN MARK.  ORIGINAL DESCRIPTION LISTS MARKS.
 LA2412'
 LA2412'STATION STAMPED BINGEN 1947, FLUSH, IS 181.00 FEET (55.169 METERS) ESE
 LA2412'OF SUBJECT STATION, 58.5 FEET W OF POWER POLE, 48 FEET W OF CENTER
 LA2412'LINE OF N-S LANE, AND 22 FEET S OF C/L OF E-W LANE.  DISTANCE MEASURED
 LA2412'AS 180.93 FEET WITH 300-FOOT TAPE.
 LA2412'
 LA2412'REFERENCE STAMPED BINGEN NO 1 1947, FLUSH, IS 85.99 METERS (282.1
 LA2412'FEET) (COMPUTED) E OF STATION, 89 FEET SW OF SW CORNER OF MAIN BODY OF
 LA2412'ONE HOUSE, 86 FEET SE OF SE CORNER OF ANOTHER HOUSE, AND 13 FEET N OF
 LA2412'CENTER LINE OF DRIVEWAY.
 LA2412'
 LA2412'REFERENCE STAMPED BINGEN NO 2 1947, PROJECTS 0.3 FOOT, IS 81.68 METERS
 LA2412'(268.0 FEET) (COMPUTED) SE OF STATION, 12 FEET W OF C/L OF LANE, 1.4
 LA2412'FEET S OF WITNESS POST.
 LA2412'
 LA2412'AZIMUTH STAMPED BINGEN 1947, PROJECTS 0.3 FOOT, IS 440.5 METERS (1445
 LA2412'FEET) (COMPUTED) WSW OF STATION, 18 FEET W OF A POWER POLE, 18 FEET S
 LA2412'OF CENTER LINE OF GRAVEL ROAD, 3 FEET E OF A FENCE CORNER, AND 1.4
 LA2412'FEET E OF STEEL WITNESS POST.  THE DISTANCE WAS COMPUTED FROM THE
 LA2412'TRIANGLE CONCLUDED ON THE DISTANCE BETWEEN THE TWO STATIONS AS A
 LA2412'BASELINE.
 LA2412
 LA2412                          STATION RECOVERY (1971)
 LA2412
 LA2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LA2412'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 LA2412'WAY OF ROAD WORK AND WAS DESTROYED AT THE REQUEST OF THE ALLEN COUNTY
 LA2412'ENGINEER, AFTER A NEW AZIMUTH MARK WAS SET.  THE DISTANCE AND
 LA2412'DIRECTION TO BINGEN 1947 CHECKED.  REFERENCE MARKS 1 AND 2 COULD NOT
 LA2412'BE TAKEN NOR MEASURED TO DUE TO BUILDINGS AND EQUIPMENT ON LINE.  A
 LA2412'NEW DESCRIPTION FOLLOWS--
 LA2412'
 LA2412'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FORT WAYNE, ON THE
 LA2412'PROPERTY OF MR. LLOYD J. KIESS, 39 FEET SOUTHWEST OF THE SOUTHWEST
 LA2412'CORNER OF A BARN, 18 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND
 LA2412'18 FEET NORTHEAST OF A 14 INCH HEDGE TREE.  THE MONUMENT IS ABOUT 8
 LA2412'INCHES UNDERGROUND AND THE DISK IS STAMPED BINGEN NO 3 1947.
 LA2412'
 LA2412'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT AT HOAGLAND,
 LA2412'GO EAST ON PAVED ROAD FOR 1.75 MILES TO A CROSSROAD.  TURN RIGHT AND
 LA2412'GO SOUTH ON HOUK RD. FOR 2.0 MILES TO A T-ROAD INTERSECTION.  TURN
 LA2412'RIGHT ON COUNTY LINE ROAD AND GO WEST FOR 0.2 MILE TO A DRIVEWAY
 LA2412'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO A
 LA2412'GARAGE.  TURN LEFT PASSING TO THE SOUTH SIDE OF THE GARAGE AND GO WEST
 LA2412'FOR ABOUT 180 FEET TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 LA2412'DRIVEWAY, CONTINUE WEST ON COUNTY LINE RD. FOR 0.4 MILE TO THE AZIMUTH
 LA2412'MARK ON THE LEFT.
 LA2412'
 LA2412'BINGEN 1947 IS 4 FEET SOUTH OF A FENCE, 20 FEET WEST OF A FENCE
 LA2412'CORNER, 45 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 58 FEET WEST
 LA2412'OF A POWER POLE AND 51 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 LA2412'GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BINGEN 1947.
 LA2412'
 LA2412'REFERENCE MARK 1 IS 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2412'HOUSE, 13 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 68 FEET
 LA2412'NORTHEAST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 LA2412'STAMPED BINGEN NO 1 1947.
 LA2412'
 LA2412'REFERENCE MARK 2 IS 72 FEET SOUTH OF A TELEPHONE POLE AND FENCE CORNER
 LA2412'AND 13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT
 LA2412'PROJECTS 2 INCHES AND THE DISK IS STAMPED BINGEN NO 2 1947.
 LA2412'
 LA2412'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27
 LA2412'FEET EAST OF FENCE CORNER AT THE NORTHEAST EDGE OF WOODS, 1 FOOT EAST
 LA2412'OF A METAL WITNESS POST AND 2 FEET WEST OF A POWER POLE.  THE MONUMENT
 LA2412'PROJECTS 4 INCHES AND THE DISK IS STAMPED BINGEN 1947 1971.
 LA2412'
 LA2412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 LA2412'OF HOAGLAND.
 LA2412'
 LA2412'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2168 ***********************************************************************
 LA2168  DESIGNATION -  BIPPUS
 LA2168  PID         -  LA2168
 LA2168  STATE/COUNTY-  IN/HUNTINGTON
 LA2168  COUNTRY     -  US
 LA2168  USGS QUAD   -  BIPPUS (2019)
 LA2168
 LA2168                         *CURRENT SURVEY CONTROL
 LA2168  ______________________________________________________________________
 LA2168* NAD 83(1997) POSITION- 40 56 37.25516(N) 085 36 36.33025(W)   ADJUSTED
 LA2168* NAVD 88 ORTHO HEIGHT -   258.25  (+/-2cm)      847.3   (feet) VERTCON3
 LA2168  ______________________________________________________________________
 LA2168  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LA2168  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 LA2168  HORZ ORDER      -  FIRST
 LA2168  VERT ORDER      -  THIRD ? (See Below)
 LA2168
 LA2168.The horizontal coordinates were established by classical geodetic methods
 LA2168.and adjusted by the National Geodetic Survey in May 1999.
 LA2168
 LA2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2168
 LA2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2168.GEOID18 height accuracy estimate available here.
 LA2168
 LA2168.The vertical order pertains to the NGVD 29 superseded value.
 LA2168
 LA2168.Click photographs - Photos may exist for this station.
 LA2168
 LA2168.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2168
 LA2168. The following values were computed from the NAD 83(1997) position.
 LA2168
 LA2168;                    North         East     Units Scale Factor Converg.
 LA2168;SPC IN E     -   632,305.641   104,763.833   MT  0.99996695   +0 02 13.5
 LA2168;SPC IN E     - 2,074,489.42    343,712.68   sFT  0.99996695   +0 02 13.5
 LA2168;UTM  16      - 4,533,435.287   616,994.498   MT  0.99976847   +0 54 39.4
 LA2168
 LA2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2168!SPC IN E     -   0.99996481  x   0.99996695  =   0.99993176
 LA2168!UTM  16      -   0.99996481  x   0.99976847  =   0.99973329
 LA2168
 LA2168:                Primary Azimuth Mark                     Grid Az
 LA2168:SPC IN E     -  BIPPUS AZ MK                             253 26 45.1
 LA2168:UTM  16      -  BIPPUS AZ MK                             252 34 19.2
 LA2168
 LA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1699433435(NAD 83)
 LA2168
 LA2168|---------------------------------------------------------------------|
 LA2168| PID    Reference Object                     Distance      Geod. Az  |
 LA2168|                                                           dddmmss.s |
 LA2168| CC7826 BIPPUS RM 1                          38.194 METERS 09416     |
 LA2168| CC7825 BIPPUS AZ MK                                       2532858.6 |
 LA2168| CC7827 BIPPUS RM 2                          33.394 METERS 34219     |
 LA2168|---------------------------------------------------------------------|
 LA2168
 LA2168                          SUPERSEDED SURVEY CONTROL
 LA2168
 LA2168  NAD 83(1995)-  40 56 37.25762(N)    085 36 36.34074(W) AD(       ) 1
 LA2168  NAD 83(1986)-  40 56 37.25853(N)    085 36 36.34240(W) AD(       ) 1
 LA2168  NAD 27      -  40 56 37.09260(N)    085 36 36.41370(W) AD(       ) 1
 LA2168  NGVD 29             258.38   (m)          847.7    (f) LEVELING    3  
 LA2168
 LA2168.Superseded values are not recommended for survey control.
 LA2168
 LA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2168.See file dsdata.pdf to determine how the superseded data were derived.
 LA2168
 LA2168_MARKER: DS = TRIANGULATION STATION DISK
 LA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2168_STAMPING: BIPPUS 1947
 LA2168_MARK LOGO: CGS
 LA2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2168+STABILITY: SURFACE MOTION
 LA2168
 LA2168  HISTORY     - Date     Condition        Report By
 LA2168  HISTORY     - 1947     MONUMENTED       CGS
 LA2168  HISTORY     - 1948     GOOD             CGS
 LA2168
 LA2168                          STATION DESCRIPTION
 LA2168
 LA2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2168'STATION IS LOCATED ABOUT 0.8 MILE EAST OF THE CENTER OF BIPPUS ON THE
 LA2168'NORTH SIDE OF THE ERIE RAILROAD.
 LA2168'
 LA2168'IT IS 276 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 113 AND A
 LA2168'CROSS ROAD, 54 FEET WEST OF A TELEPHONE POLE, 27 FEET NORTH OF THE
 LA2168'NORTH RAIL OF THE RAILROAD, 24 FEET EAST OF THE CENTER OF THE ROAD AND
 LA2168'5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 LA2168'INCHES AND THE DISK IS STAMPED BIPPUS 1947.
 LA2168'
 LA2168'REFERENCE MARK NO. 1 IS 125.31 FEET EAST OF THE STATION.  IT IS 73
 LA2168'FEET EAST OF A TELEPHONE POLE AND 36 FEET NORTH OF THE NORTH RAIL OF
 LA2168'THE RAILROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LA2168'STAMPED BIPPUS NO 1 1947.
 LA2168'
 LA2168'REFERENCE MARK NO. 2 IS 109.56 FEET NORTH OF THE STATION IN THE WEST
 LA2168'RIGHT-OF-WAY FENCELINE OF THE ROAD AND 30 FEET NORTH OF A FENCE
 LA2168'CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2168'BIPPUS NO 2 1947.
 LA2168'
 LA2168'AZIMUTH MARK IS ABOUT 0.9 MILE SOUTHWEST OF THE STATION ON THE WEST
 LA2168'SIDE OF STATE HIGHWAY 105.
 LA2168'
 LA2168'IT IS 21 FEET WEST OF THE CENTER OF HIGHWAY 105, 40 FEET NORTH OF THE
 LA2168'CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE AND 4 FEET SOUTH OF A
 LA2168'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LA2168'STAMPED BIPPUS 1947.
 LA2168'
 LA2168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 105 AND 113
 LA2168'IN BIPPUS, GO EAST ON STATE HIGHWAY 113 FOR 0.75 MILE TO A CROSSROAD,
 LA2168'TURN RIGHT AND GO 0.05 MILE TO RAILROAD AND STATION AS DESCRIBED.
 LA2168'
 LA2168'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 113 AND
 LA2168'105 GO SOUTH ON HIGHWAY 105 FOR 0.3 MILE TO THE AZIMUTH MARK AS
 LA2168'DESCRIBED.
 LA2168'
 LA2168'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2168
 LA2168                          STATION RECOVERY (1948)
 LA2168
 LA2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2168'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LA2168'CONDITION.  ONE EXCEPTION WAS NOTED- REFERENCE MARK NO. 2 FAILED TO
 LA2168'CHECK IN DIRECTION.  OLD DESCRIPTION IS ADEQUATE.
 LA2168'
 LA2168'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2364 ***********************************************************************
 LB2364  DESIGNATION -  BIRM
 LB2364  PID         -  LB2364
 LB2364  STATE/COUNTY-  IN/MIAMI
 LB2364  COUNTRY     -  US
 LB2364  USGS QUAD   -  MACY (2019)
 LB2364
 LB2364                         *CURRENT SURVEY CONTROL
 LB2364  ______________________________________________________________________
 LB2364* NAD 83(1997) POSITION- 40 55 43.24544(N) 086 09 33.68644(W)   ADJUSTED
 LB2364* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 LB2364  ______________________________________________________________________
 LB2364  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 LB2364  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LB2364  HORZ ORDER      -  FIRST
 LB2364
 LB2364.The horizontal coordinates were established by classical geodetic methods
 LB2364.and adjusted by the National Geodetic Survey in May 1999.
 LB2364
 LB2364.The orthometric height was scaled from a topographic map.
 LB2364
 LB2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2364.GEOID18 height accuracy estimate available here.
 LB2364
 LB2364.Click photographs - Photos may exist for this station.
 LB2364
 LB2364.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2364
 LB2364. The following values were computed from the NAD 83(1997) position.
 LB2364
 LB2364;                    North         East     Units Scale Factor Converg.
 LB2364;SPC IN E     -   630,754.949    58,504.037   MT  0.99998785   -0 19 22.0
 LB2364;SPC IN E     - 2,069,401.86    191,941.99   sFT  0.99998785   -0 19 22.0
 LB2364;UTM  16      - 4,531,179.994   570,775.854   MT  0.99966165   +0 33 02.7
 LB2364
 LB2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2364!SPC IN E     -   0.99996518  x   0.99998785  =   0.99995303
 LB2364!UTM  16      -   0.99996518  x   0.99966165  =   0.99962684
 LB2364
 LB2364:                Primary Azimuth Mark                     Grid Az
 LB2364:SPC IN E     -  BIRM AZ MK                               000 18 49.6
 LB2364:UTM  16      -  BIRM AZ MK                               359 26 24.9
 LB2364
 LB2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7077531179(NAD 83)
 LB2364
 LB2364|---------------------------------------------------------------------|
 LB2364| PID    Reference Object                     Distance      Geod. Az  |
 LB2364|                                                           dddmmss.s |
 LB2364| CC7829 BIRM RM 1                            32.212 METERS 00141     |
 LB2364| CC7830 BIRM RM 2                            30.083 METERS 07837     |
 LB2364| CC7828 BIRM AZ MK                                         3595927.6 |
 LB2364|---------------------------------------------------------------------|
 LB2364
 LB2364                          SUPERSEDED SURVEY CONTROL
 LB2364
 LB2364  NAD 83(1986)-  40 55 43.25115(N)    086 09 33.69670(W) AD(       ) 1
 LB2364  NAD 27      -  40 55 43.09550(N)    086 09 33.71000(W) AD(       ) 1
 LB2364
 LB2364.Superseded values are not recommended for survey control.
 LB2364
 LB2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2364.See file dsdata.pdf to determine how the superseded data were derived.
 LB2364
 LB2364_MARKER: DS = TRIANGULATION STATION DISK
 LB2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2364_STAMPING: BIRM 1947
 LB2364_MARK LOGO: CGS
 LB2364_PROJECTION: RECESSED 41 CENTIMETERS
 LB2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2364+STABILITY: SURFACE MOTION
 LB2364
 LB2364  HISTORY     - Date     Condition        Report By
 LB2364  HISTORY     - 1947     MONUMENTED       CGS
 LB2364  HISTORY     - 1948     GOOD             CGS
 LB2364  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2364
 LB2364                          STATION DESCRIPTION
 LB2364
 LB2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2364'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ROCHESTER ON THE WEST
 LB2364'SIDE OF U. S. HIGHWAY 31, ON PROPERTY OWNED BY ERNEST HATTERY.  IT
 LB2364'IS 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 48
 LB2364'FEET WEST OF THE CENTER OF THE HIGHWAY, 23 FEET NORTHWEST OF A
 LB2364'FENCE CORNER, AND 22 FEET WEST OF A WHITE WITNESS POST.  THE
 LB2364'MARK IS 16 INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED
 LB2364'BIRM 1947.
 LB2364'
 LB2364'REFERENCE MARK NO. 1 IS 105.68 FEET NORTH OF THE STATION.  IT IS 41
 LB2364'FEET WEST OF THE CENTER OF THE HIGHWAY AND 9 FEET EAST OF A FENCE
 LB2364'CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BIRM NO
 LB2364'1 1947.
 LB2364'
 LB2364'REFERENCE MARK NO. 2 IS 98.70 FEET EAST OF THE STATION.  IT IS 56
 LB2364'FEET NORTH OF A POWER POLE, 50 FEET EAST OF THE CENTER OF THE
 LB2364'HIGHWAY, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 LB2364'PROJECTS 3 INCHES AND THE DISK IS STAMPED BIRM NO 2 1947.
 LB2364'
 LB2364'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 87 FEET SOUTH
 LB2364'OF A GRAVEL DRIVEWAY, 49 FEET EAST OF THE CENTER OF THE HIGHWAY, 5
 LB2364'FEET SOUTH OF A WHITE WITNESS POST, 4 FEET SOUTHEAST OF A POWER
 LB2364'POLE, AND 1 FOOT WEST OF A NORTH SOUTH FENCE LINE.  THE MARK
 LB2364'PROJECTS 4 INCHES AND THE DISK IS STAMPED BIRM 1947.
 LB2364'
 LB2364'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO SOUTH AND
 LB2364'EAST ON U. S. HIGHWAY 31 FOR 9.8 MILES TO THE AZIMUTH MARK ON THE
 LB2364'LEFT, CONTINUE FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 LB2364'
 LB2364'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2364
 LB2364                          STATION RECOVERY (1948)
 LB2364
 LB2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2364'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LB2364'GOOD CONDITION.  STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS
 LB2364'ARE DESCRIBED.  DISTANCES AND DIRECTIONS TO AZIMUTH AND REFERENCE
 LB2364'MARKS WERE CHECKED.  OLD DESCRIPTION WAS CHECKED AND FOUND TO BE
 LB2364'ADEQUATE.
 LB2364'
 LB2364'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2364
 LB2364                          STATION RECOVERY (1989)
 LB2364
 LB2364'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1192 ***********************************************************************
 LB1192  DESIGNATION -  BIX RESET
 LB1192  PID         -  LB1192
 LB1192  STATE/COUNTY-  IN/WHITE
 LB1192  COUNTRY     -  US
 LB1192  USGS QUAD   -  MONON (2019)
 LB1192
 LB1192                         *CURRENT SURVEY CONTROL
 LB1192  ______________________________________________________________________
 LB1192* NAD 83(1986) POSITION- 40 51 49.     (N) 086 52 45.     (W)   SCALED
 LB1192* NAVD 88 ORTHO HEIGHT -   208.27  (meters)      683.3   (feet) RESET
 LB1192  ______________________________________________________________________
 LB1192  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB1192  VERT ORDER      -  THIRD
 LB1192
 LB1192.The horizontal coordinates were scaled from a map and have
 LB1192.an estimated accuracy of +/- 6 seconds.
 LB1192
 LB1192.The orthometric height was computed from unverified reset data.
 LB1192
 LB1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1192.GEOID18 height accuracy estimate available here.
 LB1192
 LB1192.Click photographs - Photos may exist for this station.
 LB1192
 LB1192;                    North         East    Units  Estimated Accuracy
 LB1192;SPC IN W     -   623,430.      917,210.      MT  (+/- 180 meters Scaled)
 LB1192
 LB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101236(NAD 83)
 LB1192
 LB1192                          SUPERSEDED SURVEY CONTROL
 LB1192
 LB1192.No superseded survey control is available for this station.
 LB1192
 LB1192_MARKER: DB = BENCH MARK DISK
 LB1192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1192_SP_SET: STEP
 LB1192_STAMPING: B 1 X RESET 1962
 LB1192_MARK LOGO: CGS
 LB1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1192
 LB1192  HISTORY     - Date     Condition        Report By
 LB1192  HISTORY     - 1962     MONUMENTED       CGS
 LB1192
 LB1192                          STATION DESCRIPTION
 LB1192
 LB1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LB1192'NEAR MONON.
 LB1192'ABOUT 120 YARDS N OF THE CENTER LINE OF FOURTH STREET (THE MAIN
 LB1192'E-W STREET), ABOUT 24 YARDS W OF CENTER LINE OF MARKET STREET
 LB1192'(MAIN N-S STREET AND NO. 43 IND. HWY.) IN MONON, IN THE ENTRANCE
 LB1192'CONCRETE STEPS OF THE MUNICIPAL BUILDING, IN THE TOP OF THE
 LB1192'THIRD STEP DOWN FROM THE MAIN-FLOOR LEVEL OF THE BUILDING, 1.2
 LB1192'FEET S OF THE N END OF THE 30-FOOT LONG STEP, 3.1 FEET E OF MOST
 LB1192'EASTERLY BRICK WALL OF THE BUILDING, AND 1.0 FEET W OF E EDGE
 LB1192'OF THE STEP.  IT IS DIRECTLY OVER AND ABOUT 0.30 FOOT ABOVE THE
 LB1192'NOW-ENCASED ORIGINAL BENCH MARK B 1 X 1920 AND 27.5 FEET N OF
 LB1192'BENCH MARK MONON RESET 1962.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2271 ***********************************************************************
 ME2271  DESIGNATION -  BIXLER
 ME2271  PID         -  ME2271
 ME2271  STATE/COUNTY-  IN/ST JOSEPH
 ME2271  COUNTRY     -  US
 ME2271  USGS QUAD   -  NAPPANEE WEST (2019)
 ME2271
 ME2271                         *CURRENT SURVEY CONTROL
 ME2271  ______________________________________________________________________
 ME2271* NAD 83(1997) POSITION- 41 29 45.95192(N) 086 04 44.93017(W)   ADJUSTED
 ME2271* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 ME2271  ______________________________________________________________________
 ME2271  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2271  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 ME2271  HORZ ORDER      -  SECOND
 ME2271
 ME2271.The horizontal coordinates were established by classical geodetic methods
 ME2271.and adjusted by the National Geodetic Survey in May 1999.
 ME2271
 ME2271.The orthometric height was scaled from a topographic map.
 ME2271
 ME2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2271.GEOID18 height accuracy estimate available here.
 ME2271
 ME2271.Click photographs - Photos may exist for this station.
 ME2271
 ME2271.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2271
 ME2271. The following values were computed from the NAD 83(1997) position.
 ME2271
 ME2271;                    North         East     Units Scale Factor Converg.
 ME2271;SPC IN E     -   693,734.477    65,558.494   MT  0.99998126   -0 16 23.9
 ME2271;SPC IN E     - 2,276,027.20    215,086.49   sFT  0.99998126   -0 16 23.9
 ME2271;UTM  16      - 4,594,240.259   576,861.944   MT  0.99967270   +0 36 36.6
 ME2271
 ME2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2271!SPC IN E     -   0.99996549  x   0.99998126  =   0.99994675
 ME2271!UTM  16      -   0.99996549  x   0.99967270  =   0.99963820
 ME2271
 ME2271:                Primary Azimuth Mark                     Grid Az
 ME2271:SPC IN E     -  BIXLER AZ MK                             140 22 54.1
 ME2271:UTM  16      -  BIXLER AZ MK                             139 29 53.6
 ME2271
 ME2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7686194240(NAD 83)
 ME2271
 ME2271|---------------------------------------------------------------------|
 ME2271| PID    Reference Object                     Distance      Geod. Az  |
 ME2271|                                                           dddmmss.s |
 ME2271| CM2792 BIXLER RM 1                          25.388 METERS 05343     |
 ME2271| MD1682 NAPPANEE EAST WATER TANK            APPROX. 9.1 KM 1315249.8 |
 ME2271| MD1681 NAPPANEE MUTSCHLER BROS STACK       APPROX. 9.2 KM 1323010.6 |
 ME2271| ME2272 NAPPANEE WEST TANK                  APPROX. 8.9 KM 1324308.5 |
 ME2271| CM2793 BIXLER RM 2                          28.545 METERS 13304     |
 ME2271| CM2791 BIXLER AZ MK                                       1400630.2 |
 ME2271| ME2280 BREMEN ST PAULS LUTH CH SPIRE       APPROX. 7.8 KM 2241304.9 |
 ME2271| ME2279 BREMEN MUNICIPAL STANDPIPE          APPROX. 8.0 KM 2255338.7 |
 ME2271|---------------------------------------------------------------------|
 ME2271
 ME2271                          SUPERSEDED SURVEY CONTROL
 ME2271
 ME2271  NAD 83(1986)-  41 29 45.95525(N)    086 04 44.93768(W) AD(       ) 2
 ME2271  NAD 27      -  41 29 45.78210(N)    086 04 44.93010(W) AD(       ) 2
 ME2271
 ME2271.Superseded values are not recommended for survey control.
 ME2271
 ME2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2271.See file dsdata.pdf to determine how the superseded data were derived.
 ME2271
 ME2271_MARKER: DS = TRIANGULATION STATION DISK
 ME2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2271_STAMPING: BIXLER 1952
 ME2271_MARK LOGO: CGS
 ME2271_PROJECTION: RECESSED 30 CENTIMETERS
 ME2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2271+STABILITY: SURFACE MOTION
 ME2271
 ME2271  HISTORY     - Date     Condition        Report By
 ME2271  HISTORY     - 1952     MONUMENTED       CGS
 ME2271  HISTORY     - 20040412 MARK NOT FOUND   INDIV
 ME2271
 ME2271                          STATION DESCRIPTION
 ME2271
 ME2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2271'STATION IS LOCATED ON THE PROPERTY OF JOHN BIXLER ON THE WEST SIDE OF
 ME2271'BEECH ROAD ABOUT 5 MILES NORTHWEST OF NAPPANEE AND ABOUT 5 MILES
 ME2271'NORTHEAST OF BREMEN.  IT IS 122 FEET NORTH OF THE NORTHEAST CORNER OF
 ME2271'MR. BIXLERS HOUSE, 85 FEET SOUTHWEST OF A WHITE WITNESS POST, 39 FEET
 ME2271'WEST OF THE CENTER OF BEECH ROAD AND 28 FEET SOUTHWEST OF A 12 INCH
 ME2271'MAPLE TREE.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ME2271'BIXLER 1952.
 ME2271'
 ME2271'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF THE ROAD AND 2
 ME2271'FEET SOUTH OF THE WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 ME2271'INCHES AND THE DISK IS STAMPED BIXLER NO 1 1952.
 ME2271'
 ME2271'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF THE ROAD AND 3
 ME2271'FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ME2271'THE DISK IS STAMPED BIXLER NO 2 1952.
 ME2271'
 ME2271'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 3
 ME2271'FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 ME2271'AND THE DISK IS STAMPED BIXLER 1952.
 ME2271'
 ME2271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2271'HIGHWAY 331 ON THE EAST SIDE OF BREMEN, GO EAST ON HIGHWAY 6 FOR 3.6
 ME2271'MILES TO A GRAVEL CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND GO NORTH
 ME2271'FOR 2.2 MILES TO THE ST. JOSEPH COUNTY LINE AND THE BEGINNING OF A
 ME2271'PAVED ROAD (BEECH ROAD)  CONTINUE NORTH ON BEECH ROAD FOR 1.1 MILES TO
 ME2271'THE STATION ON THE LEFT AS DESCRIBED.
 ME2271'
 ME2271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BEECH ROAD FOR
 ME2271'0.15 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO EAST ON GRAVEL ROAD
 ME2271'FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2271'
 ME2271'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2271
 ME2271                          STATION RECOVERY (2004)
 ME2271
 ME2271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 ME2271'THE CONCRETE BASE FOR BOTH REFERENCE MARKS WERE FOUND.  BOTH DISKS
 ME2271'WERE GONE FROM THE CONCRETE BASES.  THE ACTUAL MARK BIXLER WAS NOT
 ME2271'FOUND.  A FAIRLY NEW HOUSE HAS BEEN BUILT IMMEDIATELY NORTH OF THE
 ME2271'ORIGINAL BIXLER HOUSE.  DISTANCES FROM THE REFERENCE MARK PLACE THE
 ME2271'LOCATION IN AN AREA THAT HAS BEEN GRADED AND SEEDED FOR THE NEWER
 ME2271'HOUSE.
 ME2271'
 ME2271'THE AZIMUTH MARK WAS FOUND ALONG THE NORTH SIDE OF A NOW PAVED ROAD
 ME2271'(SHIVELY ROAD) 0.15 MILE EAST OF THE BEECH ROAD INTERSECTION.  IT LIES
 ME2271'ON THE NORTH SIDE OF THE ROAD 9.0 FEET NORTH OF THE NORTH EDGE OF
 ME2271'PAVEMENT AND AT THE SOUTH EDGE OF THE PLOWLINE (NO FENCELINES ARE
 ME2271'ALONG THE NORTH SIDE OF ROAD).
 ME2271'
 ME2271'THE AZIMUTH MARK LIES BETWEEN THE FOURTH AND FIFTH POWERPOLE EAST OF
 ME2271'BEECH ROAD AND APPROX. 80 FEET EAST OF A NORTH-SOUTH FENCELINE.  THE
 ME2271'POWERPOLES AND THE FENCE ARE ON THE SOUTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0933 ***********************************************************************
 LA0933  DESIGNATION -  BLA G 7
 LA0933  PID         -  LA0933
 LA0933  STATE/COUNTY-  IN/BLACKFORD
 LA0933  COUNTRY     -  US
 LA0933  USGS QUAD   -  MONTPELIER (2019)
 LA0933
 LA0933                         *CURRENT SURVEY CONTROL
 LA0933  ______________________________________________________________________
 LA0933* NAD 83(1986) POSITION- 40 33 16.     (N) 085 15 42.     (W)   SCALED
 LA0933* NAVD 88 ORTHO HEIGHT -   261.95  (+/-2cm)      859.4   (feet) VERTCON3
 LA0933  ______________________________________________________________________
 LA0933  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 LA0933  VERT ORDER      -  THIRD (See Below)
 LA0933
 LA0933.The horizontal coordinates were scaled from a map and have
 LA0933.an estimated accuracy of +/- 6 seconds.
 LA0933
 LA0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0933
 LA0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0933.GEOID18 height accuracy estimate available here.
 LA0933
 LA0933.The vertical order pertains to the NGVD 29 superseded value.
 LA0933
 LA0933.Click photographs - Photos may exist for this station.
 LA0933
 LA0933;                    North         East    Units  Estimated Accuracy
 LA0933;SPC IN E     -   589,160.      134,300.      MT  (+/- 180 meters Scaled)
 LA0933
 LA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK471907(NAD 83)
 LA0933
 LA0933                          SUPERSEDED SURVEY CONTROL
 LA0933
 LA0933  NGVD 29 (??/??/??)  262.08   (m)          859.8    (f) RESET       3  
 LA0933
 LA0933.Superseded values are not recommended for survey control.
 LA0933
 LA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0933.See file dsdata.pdf to determine how the superseded data were derived.
 LA0933
 LA0933_MARKER: DD = SURVEY DISK
 LA0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0933_SP_SET: BRIDGE
 LA0933_STAMPING: BLA G-7
 LA0933_MARK LOGO: INHD
 LA0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0933
 LA0933  HISTORY     - Date     Condition        Report By
 LA0933  HISTORY     - UNK      MONUMENTED       INHD
 LA0933  HISTORY     - 1970     GOOD             NGS
 LA0933
 LA0933                          STATION DESCRIPTION
 LA0933
 LA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0933'0.9 MI E FROM MONTPELIER.
 LA0933'ABOUT .9 MILE EAST OF MONTPELIER, SET IN THE TOP OF A NORTHWEST
 LA0933'WING OF STATE ROAD 18 BRIDGE OVER THE SALAMONIE RIVER.
 LA0933'NOTE-- THIS MARK REPLACES P 215 WHICH WAS DESTROYED BY THE
 LA0933'INDIANA HIGHWAY COMMISSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB1438 ***********************************************************************
 HB1438  DESIGNATION -  BLACK
 HB1438  PID         -  HB1438
 HB1438  STATE/COUNTY-  IN/POSEY
 HB1438  COUNTRY     -  US
 HB1438  USGS QUAD   -  WABASH ISLAND (2019)
 HB1438
 HB1438                         *CURRENT SURVEY CONTROL
 HB1438  ______________________________________________________________________
 HB1438* NAD 83(1997) POSITION- 37 51 13.63937(N) 088 00 11.51741(W)   ADJUSTED
 HB1438* NAVD 88 ORTHO HEIGHT -   138.61  (+/-2cm)      454.8   (feet) VERTCON3
 HB1438  ______________________________________________________________________
 HB1438  GEOID HEIGHT    -        -30.319 (meters)                     GEOID18
 HB1438  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 HB1438  HORZ ORDER      -  SECOND
 HB1438  VERT ORDER      -  THIRD ? (See Below)
 HB1438
 HB1438.The horizontal coordinates were established by classical geodetic methods
 HB1438.and adjusted by the National Geodetic Survey in May 1999.
 HB1438
 HB1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1438
 HB1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB1438.GEOID18 height accuracy estimate available here.
 HB1438
 HB1438.The vertical order pertains to the NGVD 29 superseded value.
 HB1438
 HB1438.Click photographs - Photos may exist for this station.
 HB1438
 HB1438.The Laplace correction was computed from DEFLEC18 derived deflections.
 HB1438
 HB1438. The following values were computed from the NAD 83(1997) position.
 HB1438
 HB1438;                    North         East     Units Scale Factor Converg.
 HB1438;SPC IN W     -   289,664.621   819,047.594   MT  1.00004735   -0 33 52.2
 HB1438;SPC IN W     -   950,341.34  2,687,158.65   sFT  1.00004735   -0 33 52.2
 HB1438;SPC KY1Z     - 1,171,137.252 1,301,741.783   MT  0.99990502   -1 23 00.2
 HB1438;SPC KY1Z     - 3,842,306.13  4,270,797.83   sFT  0.99990502   -1 23 00.2
 HB1438;SPC KY S     -   671,100.928   301,725.169   MT  0.99998645   -1 21 59.3
 HB1438;SPC KY S     - 2,201,770.29    989,909.99   sFT  0.99998645   -1 21 59.3
 HB1438;UTM  16      - 4,190,066.923   411,746.074   MT  0.99969593   -0 36 56.3
 HB1438
 HB1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1438!SPC IN W     -   0.99998301  x   1.00004735  =   1.00003036
 HB1438!SPC KY1Z     -   0.99998301  x   0.99990502  =   0.99988803
 HB1438!SPC KY S     -   0.99998301  x   0.99998645  =   0.99996946
 HB1438!UTM  16      -   0.99998301  x   0.99969593  =   0.99967894
 HB1438
 HB1438:                Primary Azimuth Mark                     Grid Az
 HB1438:SPC IN W     -  BLACK AZ MK                              270 58 28.2
 HB1438:SPC KY1Z     -  BLACK AZ MK                              271 47 36.2
 HB1438:SPC KY S     -  BLACK AZ MK                              271 46 35.3
 HB1438:UTM  16      -  BLACK AZ MK                              271 01 32.3
 HB1438
 HB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1174690066(NAD 83)
 HB1438
 HB1438|---------------------------------------------------------------------|
 HB1438| PID    Reference Object                     Distance      Geod. Az  |
 HB1438|                                                           dddmmss.s |
 HB1438| CI3015 BLACK RM 1                           27.883 METERS 06457     |
 HB1438| CI3016 BLACK RM 2                           26.802 METERS 12126     |
 HB1438| CI3014 BLACK AZ MK                                        2702436.0 |
 HB1438|---------------------------------------------------------------------|
 HB1438
 HB1438                          SUPERSEDED SURVEY CONTROL
 HB1438
 HB1438  NAD 83(1993)-  37 51 13.64026(N)    088 00 11.51536(W) AD(       ) 2
 HB1438  NAD 83(1986)-  37 51 13.64581(N)    088 00 11.51851(W) AD(       ) 2
 HB1438  NAD 27      -  37 51 13.48672(N)    088 00 11.41444(W) AD(       ) 2
 HB1438  NGVD 29             138.71   (m)          455.1    (f) LEVELING    3  
 HB1438
 HB1438.Superseded values are not recommended for survey control.
 HB1438
 HB1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1438.See file dsdata.pdf to determine how the superseded data were derived.
 HB1438
 HB1438_MARKER: DS = TRIANGULATION STATION DISK
 HB1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1438_STAMPING: BLACK 1960
 HB1438_MARK LOGO: CGS
 HB1438_PROJECTION: FLUSH
 HB1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1438+STABILITY: SURFACE MOTION
 HB1438
 HB1438  HISTORY     - Date     Condition        Report By
 HB1438  HISTORY     - 1960     MONUMENTED       CGS
 HB1438
 HB1438                          STATION DESCRIPTION
 HB1438
 HB1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1438'THE STATION IS ABOUT 8 MILES SOUTHWEST OF MT. VERNON, ABOUT 7 MILES
 HB1438'SOUTHEAST OF NEW HAVEN, IN THE WEST SECTION OF SEC. 4, R-14-W,
 HB1438'T-8-S, AND ON SCHOOL PROPERTY. IT IS 162 FEET NORTHEAST OF THE
 HB1438'NORTHWEST CORNER OF A CHURCH, 63 FEET NORTH NORTHWEST OF THE
 HB1438'NORTHWEST CORNER OF AN OLD BRICK SCHOOL BUILDING AND 33 FEET SOUTH OF
 HB1438'THE SOUTH EDGE OF A CULTIVATED FIELD. THE MONUMENT IS FLUSH
 HB1438'AND THE DISK IS STAMPED BLACK 1960.
 HB1438'
 HB1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 69 AT
 HB1438'THE WEST EDGE OF MT. VERNON, GO SOUTHERLY ON HIGHWAY 69 FOR
 HB1438'4.2 MILES TO A PAVED SIDE ROAD RIGHT (JUST AFTER CROSSING A CONCRETE
 HB1438'BRIDGE). TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.7 MILE
 HB1438'TO A SIDE ROAD LEFT AND A SCHOOL ON THE LEFT. TURN LEFT ON THE PAVED
 HB1438'ROAD AND GO SOUTHWEST FOR 1.7 MILES TO A GRAVELED CROSSROAD.
 HB1438'AT THIS POINT THE PAVEMENT ENDS. CONTINUE SOUTHWEST ON THE
 HB1438'GRAVELED ROAD FOR 1.2 MILES TO AN OLD BRICK SCHOOL ON THE RIGHT AND
 HB1438'THE STATION ON THE RIGHT AS DESCRIBED.
 HB1438'
 HB1438'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON THE
 HB1438'GRAVELED ROAD FOR 0.15 MILE TO A GRAVELED SIDE ROAD RIGHT.
 HB1438'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 HB1438'INTERSECTION OF A GRAVELED T-ROAD. TURN RIGHT ON THE
 HB1438'GRAVELED ROAD AND GO NORTH FOR 0.15 TO THE AZIMUTH MARK ON THE LEFT
 HB1438'AS DESCRIBED.
 HB1438'
 HB1438'REFERENCE MARK 1 IS 87 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HB1438'SCHOOL, 4 FEET SOUTHWEST OF A 6 INCH OAK TREE AND 3 FEET SOUTH
 HB1438'OF THE SOUTH EDGE OF THE FIELD. THE MONUMENT IS FLUSH AND THE DISK IS
 HB1438'STAMPED BLACK NO 1 1960.
 HB1438'
 HB1438'REFERENCE MARK 2 IS 4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 HB1438'SCHOOL AND 3 FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT IS
 HB1438'FLUSH AND THE DISK IS STAMPED BLACK NO 2 1960.
 HB1438'
 HB1438'THE AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HB1438'FRAME HOUSE, 27 FEET NORTHWEST OF THE INTERSECTION OF
 HB1438'A DRIVEWAY AND THE GRAVELED ROAD, 20 FEET WEST OF THE CENTERLINE OF
 HB1438'THE GRAVELED ROAD AND ON THE PROPERTY MR. JOHN LOEHR. THE
 HB1438'MONUMENT IS FLUSH AND THE DISK IS STAMPED BLACK 1960.
 HB1438'
 HB1438'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2252 ***********************************************************************
 HZ2252  DESIGNATION -  BLACK
 HZ2252  PID         -  HZ2252
 HZ2252  STATE/COUNTY-  IN/HARRISON
 HZ2252  COUNTRY     -  US
 HZ2252  USGS QUAD   -  LANESVILLE (2019)
 HZ2252
 HZ2252                         *CURRENT SURVEY CONTROL
 HZ2252  ______________________________________________________________________
 HZ2252* NAD 83(1997) POSITION- 38 10 15.72340(N) 085 58 25.42214(W)   ADJUSTED
 HZ2252* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 HZ2252  ______________________________________________________________________
 HZ2252  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 HZ2252  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 HZ2252  HORZ ORDER      -  SECOND
 HZ2252
 HZ2252.The horizontal coordinates were established by classical geodetic methods
 HZ2252.and adjusted by the National Geodetic Survey in May 1999.
 HZ2252
 HZ2252.The orthometric height was scaled from a topographic map.
 HZ2252
 HZ2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2252.GEOID18 height accuracy estimate available here.
 HZ2252
 HZ2252.Click photographs - Photos may exist for this station.
 HZ2252
 HZ2252.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2252
 HZ2252. The following values were computed from the NAD 83(1997) position.
 HZ2252
 HZ2252;                    North         East     Units Scale Factor Converg.
 HZ2252;SPC IN E     -   324,522.431    73,093.639   MT  0.99997558   -0 11 23.2
 HZ2252;SPC IN E     - 1,064,704.01    239,808.05   sFT  0.99997558   -0 11 23.2
 HZ2252;UTM  16      - 4,225,289.493   589,895.385   MT  0.99969952   +0 38 03.4
 HZ2252
 HZ2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2252!SPC IN E     -   0.99996410  x   0.99997558  =   0.99993968
 HZ2252!UTM  16      -   0.99996410  x   0.99969952  =   0.99966363
 HZ2252
 HZ2252:                Primary Azimuth Mark                     Grid Az
 HZ2252:SPC IN E     -  COB                                      348 30 18.1
 HZ2252:UTM  16      -  COB                                      347 40 51.5
 HZ2252
 HZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8989525289(NAD 83)
 HZ2252
 HZ2252|---------------------------------------------------------------------|
 HZ2252| PID    Reference Object                     Distance      Geod. Az  |
 HZ2252|                                                           dddmmss.s |
 HZ2252| CG7189 BLACK RM 1                           31.196 METERS 05020     |
 HZ2252| CG7188 BLACK AZ MK                                        0881611.8 |
 HZ2252| HZ2251 IND 861                              43.513 METERS 22931     |
 HZ2252| CG7190 BLACK RM 2                           33.373 METERS 32912     |
 HZ2252| HZ2258 COB                                 APPROX. 3.2 KM 3481854.9 |
 HZ2252|---------------------------------------------------------------------|
 HZ2252
 HZ2252                          SUPERSEDED SURVEY CONTROL
 HZ2252
 HZ2252  NAD 83(1993)-  38 10 15.72354(N)    085 58 25.42307(W) AD(       ) 2
 HZ2252  NAD 83(1986)-  38 10 15.72827(N)    085 58 25.42968(W) AD(       ) 2
 HZ2252  NAD 27      -  38 10 15.47000(N)    085 58 25.54500(W) AD(       ) 2
 HZ2252
 HZ2252.Superseded values are not recommended for survey control.
 HZ2252
 HZ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2252.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2252
 HZ2252_MARKER: DS = TRIANGULATION STATION DISK
 HZ2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2252_STAMPING: BLACK 1947
 HZ2252_MARK LOGO: CGS
 HZ2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2252+STABILITY: SURFACE MOTION
 HZ2252
 HZ2252  HISTORY     - Date     Condition        Report By
 HZ2252  HISTORY     - 1947     MONUMENTED       CGS
 HZ2252  HISTORY     - 1976     GOOD             NGS
 HZ2252
 HZ2252                          STATION DESCRIPTION
 HZ2252
 HZ2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2252'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF NEW
 HZ2252'MIDDLETOWN, 3-1/2 MILES NORTH OF ELIZABETH, AND ON LAND OWNED
 HZ2252'BY MR. R. MONEY. IT IS 50 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 HZ2252'A DIRT ROAD, 35 FEET NORTH OF THE APPROXIMATE CENTERLINE
 HZ2252'OF A GRAVEL ROAD, AND 15 FEET NORTH OF A WITNESS POST. THE MARK
 HZ2252'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLACK 1947.
 HZ2252'
 HZ2252'REFERENCE MARK NO. 1 IS 102.32 FEET EAST-NORTHEAST OF THE STATION AND
 HZ2252'41.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. MONEYS HOUSE.
 HZ2252'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLACK NO 1 1947.
 HZ2252'
 HZ2252'REFERENCE MARK NO.2 IS 109.42 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2252'4 FEET SOUTH OF A 12-INCH POPLAR TREE. THE MARK PROJECTS 4
 HZ2252'INCHES, AND THE DISK IS STAMPED BLACK NO 2 1947.
 HZ2252'
 HZ2252'A TRAVERSE CONNECTION WAS MEASURED FROM STATION BLACK TO IND 861
 HZ2252'U.S.G.S. MARK. IT IS 142.77 FEET WEST-SOUTHWEST OF STATION
 HZ2252'BLACK. IT IS 16 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 HZ2252'ROAD, 14 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 HZ2252'ROAD, AND 2.5 FEET NORTHWEST OF A TELEPHONE POLE. THE MARK IS A
 HZ2252'STANDARD U.S.G.S. GALVANIZED PIPE AND BRONZE CAP. IT PROJECTS
 HZ2252'4 INCHES, AND IS STAMPED IND 861.
 HZ2252'
 HZ2252'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 33 FEET SOUTH OF
 HZ2252'THE APPROXIMATE CENTERLINE OF THE ROAD, 9 FEET WEST OF THE
 HZ2252'APPROXIMATE CENTERLINE OF A DRIVEWAY, AND 1 FOOT WEST OF A WOODEN
 HZ2252'FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLACK
 HZ2252'1947.
 HZ2252'
 HZ2252'TO REACH THE STATION FROM WHERE STATE HIGHWAY 11 TURNS FROM NORTH TO
 HZ2252'EAST IN ELIZABETH, GO EAST ON STATE HIGHWAY 11 FOR 4.3 MILES TO
 HZ2252'A GRAVEL CROSSROAD. TURN LEFT, WEST, AND GO ON THE MAIN GRAVEL ROAD
 HZ2252'FOR 1.1 MILES TO A ROAD FORK.  TAKE THE RIGHT HAND ROAD AND GO
 HZ2252'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON THE MAIN
 HZ2252'GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 HZ2252'
 HZ2252'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2252
 HZ2252                          STATION RECOVERY (1976)
 HZ2252
 HZ2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2252'NO MEASUREMENT RM 1 TO RM 2 OBSTRUCTED BY TREES AND HEAVY BRUSH.
 HZ2252'
 HZ2252'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HZ2252'RECOVERED IN GOOD CONDITION.  IND. 861 (USGS) WAS NOT RECOVERED AND
 HZ2252'ASSUMED DESTROYED BY ROAD CONSTRUCTION AS THE ANGLE FELL WHERE
 HZ2252'RECENT WORK ON THE ROAD HAD BEEN COMPLETED.  THE AZIMUTH MARK WAS
 HZ2252'NOT VISIBLE AS THE HILL BLOCKED THE VISIBILTY.  THERE WAS NO
 HZ2252'OBJECT TO SET ANOTHER AZIMUTH MARK.  THE DISTANCE TO THE
 HZ2252'REFERENCE MARKS CHECKED, THE DIRECTION BETWEEN THE REFERENCE
 HZ2252'MARKS WERE GREATER BY 5-MINUTES.
 HZ2252'
 HZ2252'THE DESCRIPTION IS ADEQUATE WITH THE ADDITIONS BELOW.
 HZ2252'
 HZ2252'THE STATION IS 60 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 HZ2252'AND 57 FEET SOUTHWEST OF A 30 INCH OAK TREE.  THE HOUSE OF MR. MONEY
 HZ2252'IS NO LONGER AS IT HAS BEEN TORN DOWN.
 HZ2252'
 HZ2252'REFERENCE MARK 1 IS 52 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 HZ2252'23 FEET NORTHWEST OF A POWER POLE AND 5 FEET NORTHEAST OF A 30-INCH
 HZ2252'TREE.
 HZ2252'
 HZ2252'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HZ2252'ROAD AND 18 FEET SOUTHEAST OF A 14 INCH POPLAR TREE.
 HZ2252'
 HZ2252'THE 1947 TO REACH IS ADEQUATE.
 HZ2252'
 HZ2252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 HZ2252'NORTH OF ELIZABETH.
 HZ2252'
 HZ2252'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3360 ***********************************************************************
 JZ3360  DESIGNATION -  BLACKFORK
 JZ3360  PID         -  JZ3360
 JZ3360  STATE/COUNTY-  IN/JENNINGS
 JZ3360  COUNTRY     -  US
 JZ3360  USGS QUAD   -  NORTH VERNON (2019)
 JZ3360
 JZ3360                         *CURRENT SURVEY CONTROL
 JZ3360  ______________________________________________________________________
 JZ3360* NAD 83(1997) POSITION- 39 03 28.09959(N) 085 41 22.37130(W)   ADJUSTED
 JZ3360* NAVD 88 ORTHO HEIGHT -   215.19  (+/-2cm)      706.0   (feet) VERTCON3
 JZ3360  ______________________________________________________________________
 JZ3360  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ3360  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 JZ3360  HORZ ORDER      -  SECOND
 JZ3360  VERT ORDER      -  THIRD ? (See Below)
 JZ3360
 JZ3360.The horizontal coordinates were established by classical geodetic methods
 JZ3360.and adjusted by the National Geodetic Survey in May 1999.
 JZ3360
 JZ3360.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3360
 JZ3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3360.GEOID18 height accuracy estimate available here.
 JZ3360
 JZ3360.The vertical order pertains to the NGVD 29 superseded value.
 JZ3360
 JZ3360.Click photographs - Photos may exist for this station.
 JZ3360
 JZ3360.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3360
 JZ3360. The following values were computed from the NAD 83(1997) position.
 JZ3360
 JZ3360;                    North         East     Units Scale Factor Converg.
 JZ3360;SPC IN E     -   422,913.658    98,019.588   MT  0.99996671   -0 00 51.9
 JZ3360;SPC IN E     - 1,387,509.23    321,585.93   sFT  0.99996671   -0 00 51.9
 JZ3360;UTM  16      - 4,324,008.447   613,384.043   MT  0.99975830   +0 49 32.9
 JZ3360
 JZ3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3360!SPC IN E     -   0.99997158  x   0.99996671  =   0.99993829
 JZ3360!UTM  16      -   0.99997158  x   0.99975830  =   0.99972988
 JZ3360
 JZ3360:                Primary Azimuth Mark                     Grid Az
 JZ3360:SPC IN E     -  BENTON                                   130 36 24.8
 JZ3360:UTM  16      -  BENTON                                   129 46 00.0
 JZ3360
 JZ3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1338424008(NAD 83)
 JZ3360
 JZ3360|---------------------------------------------------------------------|
 JZ3360| PID    Reference Object                     Distance      Geod. Az  |
 JZ3360|                                                           dddmmss.s |
 JZ3360| JZ3362 QUEENVILLE SCHOOLHOUSE CUPOLA       APPROX. 1.3 KM 1281826.1 |
 JZ3360| JZ3363 BENTON                              APPROX. 3.2 KM 1303532.9 |
 JZ3360| CC7831 BLACKFORK RM                         13.240 METERS 19852     |
 JZ3360|---------------------------------------------------------------------|
 JZ3360
 JZ3360                          SUPERSEDED SURVEY CONTROL
 JZ3360
 JZ3360  NAD 83(1995)-  39 03 28.09648(N)    085 41 22.51230(W) AD(       ) 2
 JZ3360  NAD 83(1993)-  39 03 28.09690(N)    085 41 22.51189(W) AD(       ) 2
 JZ3360  NAD 83(1986)-  39 03 28.09494(N)    085 41 22.52096(W) AD(       ) 2
 JZ3360  NAD 27      -  39 03 27.90700(N)    085 41 22.46200(W) AD(       ) 2
 JZ3360  USSD        -  39 03 28.05100(N)    085 41 22.29500(W) AD(       ) 3
 JZ3360  NGVD 29             215.31   (m)          706.4    (f) LEVELING    3  
 JZ3360
 JZ3360.Superseded values are not recommended for survey control.
 JZ3360
 JZ3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3360.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3360
 JZ3360_MARKER: DS = TRIANGULATION STATION DISK
 JZ3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3360_STAMPING: BLACKFORK 1920
 JZ3360_MARK LOGO: CGS
 JZ3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3360+STABILITY: SURFACE MOTION
 JZ3360
 JZ3360  HISTORY     - Date     Condition        Report By
 JZ3360  HISTORY     - 1920     MONUMENTED       CGS
 JZ3360  HISTORY     - 1956     GOOD             CGS
 JZ3360
 JZ3360                          STATION DESCRIPTION
 JZ3360
 JZ3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3360'ABOUT 5 MILES N OF NORTH VERNON, THREE-FOURTHS MILE N OF QUEENSVILLE,
 JZ3360'ABOUT 280 YARDS S OF MILEPOST C 16, ON THE E SIDE OF THE
 JZ3360'PENNSYLVANIA RAILROAD RIGHT-OF-WAY AND 1 YARD FROM THE FENCE, ABOUT
 JZ3360'115 YARDS S OF A HIGHWAY CROSSING, 4.31 METERS-14.14 FT.- FROM
 JZ3360'THE E AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 JZ3360'ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3360'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK IN
 JZ3360'THE FENCE LINE, 13.24 METERS-43.44 FEET-FROM THE STATION
 JZ3360'S 18 DEG 52 MIN W.
 JZ3360
 JZ3360                          STATION RECOVERY (1956)
 JZ3360
 JZ3360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 JZ3360'STATION IS 795 FEET S OF MILEPOST C 16, ON THE E SIDE OF THE
 JZ3360'PENNSYLVANIA RAILROAD RIGHT-OF-WAY AND 4.6 FEET FROM THE FENCE,
 JZ3360'323 FEET S OF DRIVEWAY CROSSING, 14.14 FEET E FROM THE E AND NEAREST
 JZ3360'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8492 ***********************************************************************
 AE8492  CBN         -  This is a Cooperative Base Network Control Station.
 AE8492  DESIGNATION -  BLO 1
 AE8492  PID         -  AE8492
 AE8492  STATE/COUNTY-  IN/MONROE
 AE8492  COUNTRY     -  US
 AE8492  USGS QUAD   -  CLEAR CREEK (2019)
 AE8492
 AE8492                         *CURRENT SURVEY CONTROL
 AE8492  ______________________________________________________________________
 AE8492* NAD 83(2011) POSITION- 39 07 09.96918(N) 086 33 24.09238(W)   ADJUSTED
 AE8492* NAD 83(2011) ELLIP HT-   188.370 (meters)        (06/27/12)   ADJUSTED
 AE8492* NAD 83(2011) EPOCH   -  2010.00
 AE8492* NAVD 88 ORTHO HEIGHT -   221.5   (meters)      727.    (feet) GPS OBS
 AE8492  ______________________________________________________________________
 AE8492  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8492  GEOID HEIGHT    -        -32.993 (meters)                     GEOID96
 AE8492  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 AE8492  NAD 83(2011) X  -    297,608.807 (meters)                     COMP
 AE8492  NAD 83(2011) Y  - -4,946,172.958 (meters)                     COMP
 AE8492  NAD 83(2011) Z  -  4,002,731.632 (meters)                     COMP
 AE8492  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AE8492
 AE8492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8492  Standards:
 AE8492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8492  -------------------------------------------------------------------
 AE8492  NETWORK    0.48   1.08           0.22   0.16   0.55     -0.06720395
 AE8492  -------------------------------------------------------------------
 AE8492  Click here for local accuracies and other accuracy information.
 AE8492
 AE8492.The horizontal coordinates were established by GPS observations
 AE8492.and adjusted by the National Geodetic Survey in June 2012.
 AE8492
 AE8492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8492.been affixed to the stable North American tectonic plate. See 
 AE8492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8492
 AE8492.The horizontal coordinates are valid at the epoch date displayed above
 AE8492.which is a decimal equivalence of Year/Month/Day.
 AE8492
 AE8492.The orthometric height was determined by GPS observations and a
 AE8492.high-resolution geoid model.
 AE8492
 AE8492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8492.GEOID18 height accuracy estimate available here.
 AE8492
 AE8492.Click photographs - Photos may exist for this station.
 AE8492
 AE8492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8492
 AE8492.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8492
 AE8492.The ellipsoidal height was determined by GPS observations
 AE8492.and is referenced to NAD 83.
 AE8492
 AE8492. The following values were computed from the NAD 83(2011) position.
 AE8492
 AE8492;                    North         East     Units Scale Factor Converg.
 AE8492;SPC IN W     -   429,887.280   945,542.833   MT  0.99999220   +0 19 56.2
 AE8492;SPC IN W     - 1,410,388.52  3,102,168.44   sFT  0.99999220   +0 19 56.2
 AE8492;UTM  16      - 4,330,124.187   538,322.248   MT  0.99961808   +0 16 46.9
 AE8492
 AE8492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8492!SPC IN W     -   0.99997045  x   0.99999220  =   0.99996265
 AE8492!UTM  16      -   0.99997045  x   0.99961808  =   0.99958854
 AE8492
 AE8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3832230124(NAD 83)
 AE8492
 AE8492                          SUPERSEDED SURVEY CONTROL
 AE8492
 AE8492  NAD 83(2007)-  39 07 09.96926(N)    086 33 24.09326(W) AD(2002.00) 0
 AE8492  ELLIP H (02/10/07)  188.394  (m)                       GP(2002.00)    
 AE8492  NAD 83(1997)-  39 07 09.96943(N)    086 33 24.09350(W) AD(       ) B
 AE8492  ELLIP H (04/10/98)  188.395  (m)                       GP(       ) 4 1
 AE8492
 AE8492.Superseded values are not recommended for survey control.
 AE8492
 AE8492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8492.See file dsdata.pdf to determine how the superseded data were derived.
 AE8492
 AE8492_MARKER: Z = SEE DESCRIPTION
 AE8492_SETTING: 66 = SET IN ROCK OUTCROP
 AE8492_STAMPING: BLO1
 AE8492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8492+STABILITY: POSITION/ELEVATION WELL
 AE8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8492+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AE8492
 AE8492  HISTORY     - Date     Condition        Report By
 AE8492  HISTORY     - 1997     MONUMENTED       INU
 AE8492  HISTORY     - 19980625 GOOD             NGS
 AE8492  HISTORY     - 20031004 GOOD             GEOCAC
 AE8492
 AE8492                          STATION DESCRIPTION
 AE8492
 AE8492'DESCRIBED BY INDIANA UNIVERSITY 1997 (MH)
 AE8492'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHWEST OF DOWNTOWN
 AE8492'BLOOMINGTON, ON A DAIRY FARM OWNED BY JERRY AND SANDY BAILEY. CONTACT
 AE8492'JERRY BAILEY AT 812-824-7322 (HOME) OR 824-4090 (BARN) PRIOR TO
 AE8492'OBSERVATION.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE8492'HIGHWAYS 45 AND 37 WEST OF BLOOMINGTON, GO SOUTH FOR 2.4 MI (3.9 KM)
 AE8492'ON HIGHWAY 37 TO THE INTERSECTION OF THAT ROAD.  TURN LEFT AND GO EAST
 AE8492'FOR 0.55 MI (0.89 KM) ON THAT ROAD TO A GRAVELED DRIVEWAY LEFT. TURN
 AE8492'LEFT AND GO NORTH ON THE GRAVELED DRIVEWAY AND CONTINUE OVER THE LIP
 AE8492'OF THE HILL 0.15 MI (0.24 KM) TO THE END OF DRIVEWAY, MIDWAY BETWEEN A
 AE8492'TRAILER HOME AND A 30 M (98.4 FT) TALL CELLULAR PHONE REPEATER TOWER.
 AE8492'THE STATION IS AN UNSTAMPED, BEVELED STAINLESS STEEL PIN SET IN THE
 AE8492'TOP OF A 2 M (6.6 FT) BY 3 M (9.8 FT) LIMESTONE OUTCROP ALONG THE
 AE8492'NORTHERN EDGE OF A ROCKY PASTURE.  IT IS THE ONLY LIMESTONE OUTCROP
 AE8492'WITHIN 2 M (6.6 FT) OF THE FENCE LINE DEMARCATING THE NORTHERN
 AE8492'BOUNDARY OF THE PASTURE.  LOCATED ABOUT 540 M (1771.6 FT)
 AE8492'NORTH-NORTHWEST OF THE TRAILER HOME, 172 M (564.3 FT) EAST OF THE
 AE8492'NORTHWEST CORNER OF THE PASTURE, 32.6 M (107.0 FT) NORTH-NORTHEAST OF
 AE8492'THE NORTHEASTERNMOST TREE IN A NORTHEAST-SOUTHWEST LINE OF TREES AND
 AE8492'1.69 M (5.54 FT) SOUTH OF THE FENCE LINE.  ANOTHER STAINLESS STEEL PIN
 AE8492'(WITHOUT DIVOT OR BEVEL) STAMPED---BLO1--- WAS SET 76.3 CM AT 102
 AE8492'DEGREES AZIMUTH FROM THE STATION.
 AE8492
 AE8492                          STATION RECOVERY (1998)
 AE8492
 AE8492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AE8492'RECOVERED AS DESCRIBED.
 AE8492
 AE8492                          STATION RECOVERY (2003)
 AE8492
 AE8492'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 AE8492'RECOVERED AS DESCRIBED. CALL JERRY BAILEY FOR DETAILS BEFORE
 AE8492'SEARCHING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2321 ***********************************************************************
 HZ2321  DESIGNATION -  BLOCHER
 HZ2321  PID         -  HZ2321
 HZ2321  STATE/COUNTY-  IN/SCOTT
 HZ2321  COUNTRY     -  US
 HZ2321  USGS QUAD   -  BLOCHER (2019)
 HZ2321
 HZ2321                         *CURRENT SURVEY CONTROL
 HZ2321  ______________________________________________________________________
 HZ2321* NAD 83(1997) POSITION- 38 43 33.89461(N) 085 39 15.93229(W)   ADJUSTED
 HZ2321* NAVD 88 ORTHO HEIGHT -   213.9   (meters)      702.    (feet) VERTCON3
 HZ2321  ______________________________________________________________________
 HZ2321  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 HZ2321  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HZ2321  HORZ ORDER      -  FIRST
 HZ2321
 HZ2321.The horizontal coordinates were established by classical geodetic methods
 HZ2321.and adjusted by the National Geodetic Survey in May 1999.
 HZ2321
 HZ2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2321
 HZ2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2321.GEOID18 height accuracy estimate available here.
 HZ2321
 HZ2321.Click photographs - Photos may exist for this station.
 HZ2321
 HZ2321.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2321
 HZ2321. The following values were computed from the NAD 83(1997) position.
 HZ2321
 HZ2321;                    North         East     Units Scale Factor Converg.
 HZ2321;SPC IN E     -   386,088.935   101,064.437   MT  0.99996668   +0 00 27.6
 HZ2321;SPC IN E     - 1,266,693.45    331,575.57   sFT  0.99996668   +0 00 27.6
 HZ2321;UTM  16      - 4,287,239.624   616,965.916   MT  0.99976847   +0 50 30.8
 HZ2321
 HZ2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2321!SPC IN E     -   0.99997176  x   0.99996668  =   0.99993844
 HZ2321!UTM  16      -   0.99997176  x   0.99976847  =   0.99974023
 HZ2321
 HZ2321:                Primary Azimuth Mark                     Grid Az
 HZ2321:SPC IN E     -  BLOCHER AZ MK                            190 43 05.4
 HZ2321:UTM  16      -  BLOCHER AZ MK                            189 53 02.2
 HZ2321
 HZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1696587239(NAD 83)
 HZ2321
 HZ2321|---------------------------------------------------------------------|
 HZ2321| PID    Reference Object                     Distance      Geod. Az  |
 HZ2321|                                                           dddmmss.s |
 HZ2321| HZ2310 PARIS AT AND T MW KSP 71            APPROX.12.0 KM 0185520.7 |
 HZ2321| CG7199 BLOCHER RM 1                         32.038 METERS 08132     |
 HZ2321| HZ2320 MARYSVILLE MUN TANK                 APPROX.15.5 KM 1765235.4 |
 HZ2321| CG7198 BLOCHER AZ MK                                      1904333.0 |
 HZ2321| HZ2327 STUCKER FORK WATER DI TANK 3        APPROX. 2.5 KM 2700641.4 |
 HZ2321| CG7200 BLOCHER RM 2                         34.595 METERS 27922     |
 HZ2321|---------------------------------------------------------------------|
 HZ2321
 HZ2321                          SUPERSEDED SURVEY CONTROL
 HZ2321
 HZ2321  NAD 83(1995)-  38 43 33.89583(N)    085 39 15.92750(W) AD(       ) 1
 HZ2321  NAD 83(1993)-  38 43 33.89576(N)    085 39 15.92766(W) AD(       ) 1
 HZ2321  NAD 83(1986)-  38 43 33.89717(N)    085 39 15.93321(W) AD(       ) 1
 HZ2321  NAD 27      -  38 43 33.68800(N)    085 39 16.05800(W) AD(       ) 1
 HZ2321  USSD        -  38 43 33.83700(N)    085 39 15.87700(W) AD(       ) 3
 HZ2321  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG       
 HZ2321
 HZ2321.Superseded values are not recommended for survey control.
 HZ2321
 HZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2321.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2321
 HZ2321_MARKER: DS = TRIANGULATION STATION DISK
 HZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2321_STAMPING: BLOCHER 1914
 HZ2321_MARK LOGO: CGS
 HZ2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2321+STABILITY: SURFACE MOTION
 HZ2321
 HZ2321  HISTORY     - Date     Condition        Report By
 HZ2321  HISTORY     - 1914     MONUMENTED       CGS
 HZ2321  HISTORY     - 1931     GOOD             CGS
 HZ2321  HISTORY     - 1935     GOOD             CGS
 HZ2321  HISTORY     - 1947     GOOD             CGS
 HZ2321  HISTORY     - 1970     GOOD             NGS
 HZ2321
 HZ2321                          STATION DESCRIPTION
 HZ2321
 HZ2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 HZ2321'ABOUT THREE-FOURTHS MILE NORTH-NORTHEAST OF THE TOWN OF BLOCHER, 250
 HZ2321'METERS EAST OF THE BALTIMORE AND OHIO SOUTHWESTERN
 HZ2321'RAILROAD, 120 METERS NORTHEAST OF A CONCRETE CULVERT ON THE
 HZ2321'DEPUTY-MADISON PIKE, AND DIRECTLY OPPOSITE THE HOUSE OF MRS.
 HZ2321'ELIZABETH J. BRINTON, WHICH IS ON THE WEST SIDE OF THE PIKE. THE
 HZ2321'STATION IS 70 METERS EAST OF THE PIKE, ON LAND BELONGING TO D.R.
 HZ2321'CHASTEEN, WHO LIVES ONE-HALF MILE SOUTHEAST OF THE STATION, AND IS 5
 HZ2321'METERS SOUTH OF CHASTEENS NORTH LINE FENCE. THE STATION,
 HZ2321'UNDERGROUND,AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 HZ2321'BOTH REFERENCE MARKS
 HZ2321'ARE IN THE FENCE LINE NORTH OF THE STATION, ONE BETWEEN TWO SMALL
 HZ2321'CEDARS, ABOUT 20 METERS APART, 100 METERS EAST OF THE PIKE, AND 32.08
 HZ2321'METERS FROM THE STATION.
 HZ2321'REFERENCE MARK IS 30 METERS EAST OF THE PIKE AND 34.62 METERS FROM
 HZ2321'THE STATION.
 HZ2321
 HZ2321                          STATION RECOVERY (1931)
 HZ2321
 HZ2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 HZ2321'ALL SURFACE MARKS WERE RECOVERED IN GOOD CONDITION APPARENTLY AS
 HZ2321'ESTABLISHED.
 HZ2321'TO REACH FROM SCOTTSBURG, GO
 HZ2321'EAST ON THE INDIANA STATE HIGHWAY 56 FOR 8 MILES TO BLOCHER. CONTINUE
 HZ2321'NORTH ON STATE HIGHWAY 56 FOR 0.4 MILE FROM THE BRICK
 HZ2321'SCHOOLHOUSE IN BLOCHER. THE STATION IS THEN ON THE RIGHT SIDE, AND
 HZ2321'ABOUT 75 YARDS EAST, OF THE ROAD AND ABOUT 15 FEET SOUTH OF AN
 HZ2321'OLD FENCE IN A ROW OF SMALL TREES THAT ARE HALF CEDAR AND HALF
 HZ2321'HARDWOOD. THE LAND IS NOW OWNED BY MISS E. W. GAITHER OF CRANE,
 HZ2321'MISSOURI.
 HZ2321
 HZ2321                          STATION RECOVERY (1935)
 HZ2321
 HZ2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RHP)
 HZ2321'STATION AND MARKERS RECOVERED IN GOOD CONDITION.
 HZ2321'
 HZ2321'STATE HIGHWAY 3 TO A POINT AT THE SOUTH END OF A ROW OF MAPLE TREES
 HZ2321'ALONG THE FENCE ON THE EAST SIDE OF ROAD, AND EAST ALONG A
 HZ2321'FENCE LINED WITH SCRUB CEDARS AND ON THE SOUTH SIDE OF THE FENCE
 HZ2321'WHICH IS THE NORTH BOUNDARY OF THE CHASTEEN FARM.
 HZ2321
 HZ2321                          STATION RECOVERY (1947)
 HZ2321
 HZ2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2321'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. AN AZIMUTH
 HZ2321'MARK WAS ESTABLISHED. THE ORIGINAL MARKS, WHICH HAD NOT BEEN
 HZ2321'PREVIOUSLY STAMPED, WERE STAMPED AS SHOWN BELOW. SURFACE,
 HZ2321'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2321'DISKS SET IN CONCRETE. THE
 HZ2321'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  A COMPLETE
 HZ2321'DESCRIPTION FOLLOWS-
 HZ2321'
 HZ2321'STATION IS 0.45 MILE NORTH FROM THE RED BRICK PUBLIC SCHOOL IN
 HZ2321'BLOCHER VIA STATE HIGHWAY 3, IN THE NORTH EDGE OF A L LARGE FIELD
 HZ2321'OWNED BY JANE EVERSOLE, 244 FEET EAST OF THE CENTER LINE OF THE
 HZ2321'HIGHWAY, AND 18 FEET SOUTH OF A ROW OF TREES WHICH FORM THE
 HZ2321'NORTH BOUNDARY OF THE FIELD. THE MARK PROJECTS 2 INCHES, AND THE
 HZ2321'DISK IS STAMPED BLOCHER 1914.
 HZ2321'
 HZ2321'REFERENCE MARK NO. 1 IS 105.25 FEET EAST OF THE STATION, IN THE ROW
 HZ2321'OF TREES, AND 349 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. THE
 HZ2321'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BLOCHER NO 1 1914.
 HZ2321'
 HZ2321'REFERENCE MARK NO. 2 IS 113.50 FEET WEST OF THE STATION, IN THE ROW
 HZ2321'OF TREES, AND 133 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HZ2321'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BLOCHER NO 2
 HZ2321'1914.
 HZ2321'
 HZ2321'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 0.15 MILE NORTH FROM
 HZ2321'THE SCHOOL, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 HZ2321'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 HZ2321'THE DISK IS STAMPED BLOCHER1947.
 HZ2321'
 HZ2321'NOTE-THESE OBSERVATIONS WERE THE FIRST THAT WERE OBSERVED ON THESE
 HZ2321'MARKS.
 HZ2321'
 HZ2321'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HZ2321
 HZ2321                          STATION RECOVERY (1970)
 HZ2321
 HZ2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2321'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HZ2321'CONDITION.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE MARK 1 THAN
 HZ2321'1947 MEASUREMENT, THE DISTANCE BEING 0.14 FEET.  DUE TO CHANGES IN
 HZ2321'THE AREA A NEW DESCRIPTION FOLLOWS.
 HZ2321'
 HZ2321'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF AUSTIN, 1/2
 HZ2321'MILE NORTH OF BLOCHER, AND ON PROPERTY OWNED BY MR. ALLEN JACKSON,
 HZ2321'BLOCHER, INDIANA.
 HZ2321'
 HZ2321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 HZ2321'HIGHWAY 256 IN AUSTIN, GO EAST ON STATE HIGHWAY 256 FOR 8.65 MILES
 HZ2321'TO THE JUNCTION OF STATE HIGHWAY 3. TURN RIGHT AND GO SOUTH ON
 HZ2321'STATE HIGHWAY 3 FOR 0.8 MILE TO THE BLOCHER FIRE STATION ON THE
 HZ2321'RIGHT.  (CONTINUE SOUTH ON STATE HIGHWAY 3 FOR 0.3 MILE TO THE
 HZ2321'AZIMUTH MARK ON THE LEFT.) TURN LEFT ON FIELD ROAD, THEN RIGHT
 HZ2321'ALONG WEST EDGE OF A CULTIVATED FIELD FOR APPROXIMATELY 100 FEET
 HZ2321'TO A ROW OF TREES.  TURN LEFT AND GO EAST FOR 0.05 MILE TO
 HZ2321'THE STATION.
 HZ2321'
 HZ2321'THE STATION MARK IS A STANDARD DISK, STAMPED BLOCHER 1914, SET IN THE
 HZ2321'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 HZ2321'IT IS 101.6 FEET EAST-NORTHEAST OF A CEMENT WELL CASING, 17.5 FEET
 HZ2321'SOUTH-SOUTHEAST OF A 18-INCH TRIANGLE BLAZED OAK TREE AND 17.0
 HZ2321'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 HZ2321'
 HZ2321'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLOCHER NO 1 1914, SET
 HZ2321'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HZ2321'2-INCHES.  IT IS 103.1 FEET EAST OF THE METAL WITNESS POST WITH
 HZ2321'SIGN AND 12 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 HZ2321'
 HZ2321'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLOCHER NO 2 1914, SET
 HZ2321'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 HZ2321'INCHES.  IT IS 39.5 FEET NORTHWEST OF THE CEMENT WELL CASING AND
 HZ2321'14 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 HZ2321'
 HZ2321'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLOCHER 1947, SET IN
 HZ2321'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THE PROJECTS
 HZ2321'3-INCHES.  IT IS 31.5 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 HZ2321'HIGHWAY 3, 46 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 HZ2321'BARN, 8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 HZ2321'ATTACHED AND 6 FEET SOUTH OF TELEPHONE POLE NUMBER L 116/41.
 HZ2321'
 HZ2321'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2328 ***********************************************************************
 HZ2328  DESIGNATION -  BLOCHER RM A
 HZ2328  PID         -  HZ2328
 HZ2328  STATE/COUNTY-  IN/SCOTT
 HZ2328  COUNTRY     -  US
 HZ2328  USGS QUAD   -  BLOCHER (2019)
 HZ2328
 HZ2328                         *CURRENT SURVEY CONTROL
 HZ2328  ______________________________________________________________________
 HZ2328* NAD 83(1997) POSITION- 38 43 33.52436(N) 085 39 14.92334(W)   ADJUSTED
 HZ2328* NAVD 88 ORTHO HEIGHT -   213.1   (meters)      699.    (feet) VERTCON3
 HZ2328  ______________________________________________________________________
 HZ2328  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 HZ2328  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HZ2328  HORZ ORDER      -  FIRST
 HZ2328
 HZ2328.The horizontal coordinates were established by classical geodetic methods
 HZ2328.and adjusted by the National Geodetic Survey in May 1999.
 HZ2328
 HZ2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2328
 HZ2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2328.GEOID18 height accuracy estimate available here.
 HZ2328
 HZ2328.Click photographs - Photos may exist for this station.
 HZ2328
 HZ2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2328
 HZ2328. The following values were computed from the NAD 83(1997) position.
 HZ2328
 HZ2328;                    North         East     Units Scale Factor Converg.
 HZ2328;SPC IN E     -   386,077.522   101,088.810   MT  0.99996668   +0 00 28.2
 HZ2328;SPC IN E     - 1,266,656.00    331,655.54   sFT  0.99996668   +0 00 28.2
 HZ2328;UTM  16      - 4,287,228.569   616,990.447   MT  0.99976854   +0 50 31.4
 HZ2328
 HZ2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2328!SPC IN E     -   0.99997188  x   0.99996668  =   0.99993856
 HZ2328!UTM  16      -   0.99997188  x   0.99976854  =   0.99974043
 HZ2328
 HZ2328:                Primary Azimuth Mark                     Grid Az
 HZ2328:SPC IN E     -  STOUT RESET                              024 54 30.9
 HZ2328:UTM  16      -  STOUT RESET                              024 04 27.7
 HZ2328
 HZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1699087228(NAD 83)
 HZ2328
 HZ2328|---------------------------------------------------------------------|
 HZ2328| PID    Reference Object                     Distance      Geod. Az  |
 HZ2328|                                                           dddmmss.s |
 HZ2328| HZ2310 PARIS AT AND T MW KSP 71            APPROX.12.0 KM 0184741.6 |
 HZ2328| HZ2307 STOUT RESET                         APPROX.15.6 KM 0245459.1 |
 HZ2328| HZ2320 MARYSVILLE MUN TANK                 APPROX.15.5 KM 1765752.5 |
 HZ2328| HZ2327 STUCKER FORK WATER DI TANK 3        APPROX. 2.5 KM 2702218.2 |
 HZ2328| HZ2321 BLOCHER                              26.913 METERS 29506     |
 HZ2328|---------------------------------------------------------------------|
 HZ2328
 HZ2328                          SUPERSEDED SURVEY CONTROL
 HZ2328
 HZ2328  NAD 83(1995)-  38 43 33.52558(N)    085 39 14.91855(W) AD(       ) 1
 HZ2328  NAD 83(1993)-  38 43 33.52551(N)    085 39 14.91871(W) AD(       ) 1
 HZ2328  NAD 83(1986)-  38 43 33.52685(N)    085 39 14.92407(W) AD(       ) 1
 HZ2328  NAD 27      -  38 43 33.31773(N)    085 39 15.04909(W) AD(       ) 1
 HZ2328  NGVD 29 (07/19/86)  213.2    (m)          699.     (f) VERT ANG       
 HZ2328
 HZ2328.Superseded values are not recommended for survey control.
 HZ2328
 HZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2328.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2328
 HZ2328_MARKER: DS = TRIANGULATION STATION DISK
 HZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2328_STAMPING: BLOCHER RM A 1970
 HZ2328_MARK LOGO: CGS
 HZ2328_PROJECTION: RECESSED 46 CENTIMETERS
 HZ2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2328+STABILITY: SURFACE MOTION
 HZ2328
 HZ2328  HISTORY     - Date     Condition        Report By
 HZ2328  HISTORY     - 1970     MONUMENTED       NGS
 HZ2328
 HZ2328                          STATION DESCRIPTION
 HZ2328
 HZ2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2328'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF AUSTIN,
 HZ2328'1/2 MILE NORTH OF BLOCHER, INDIANA, ON PROPERTY OWNED BY
 HZ2328'MR. ALLEN JACKSON, BLOCHER, INDIANA.
 HZ2328'
 HZ2328'THE STATION MARKS ARE STANDARD DISKS STAMPED BLOCHER RM A
 HZ2328'1970.  THE SURFACE MARK IS SET IN THE TOP OF A 16-INCH ROUND
 HZ2328'CONCRETE MONUMENT THAT IS ABOUT 18 INCHES BELOW THE SURFACE OF
 HZ2328'THE GROUND.  IT IS 105 FEET EAST OF THE WEST EDGE OF A
 HZ2328'CULTIVATED FIELD, 94.5 FEET SOUTHEAST OF A METAL WITNESS POST
 HZ2328'WITH A SIGN ATTACHED AND 52 FEET SOUTH OF AN 18-INCH ELM
 HZ2328'TREE.  THE UNDERGROUND MARK IS ABOUT 52 INCHES BELOW GROUND
 HZ2328'SURFACE.
 HZ2328'
 HZ2328'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HZ2328'BLOCHER 1914, WITH THE DISTANCE (REDUCED TO SEA LEVEL).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1989 ***********************************************************************
 KA1989  DESIGNATION -  BLOOMFIELD
 KA1989  PID         -  KA1989
 KA1989  STATE/COUNTY-  IN/GREENE
 KA1989  COUNTRY     -  US
 KA1989  USGS QUAD   -  BLOOMFIELD (2019)
 KA1989
 KA1989                         *CURRENT SURVEY CONTROL
 KA1989  ______________________________________________________________________
 KA1989* NAD 83(1997) POSITION- 39 01 52.80453(N) 086 56 14.88189(W)   ADJUSTED
 KA1989* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 KA1989  ______________________________________________________________________
 KA1989  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 KA1989  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 KA1989  HORZ ORDER      -  SECOND
 KA1989
 KA1989.The horizontal coordinates were established by classical geodetic methods
 KA1989.and adjusted by the National Geodetic Survey in May 1999.
 KA1989
 KA1989.The orthometric height was scaled from a topographic map.
 KA1989
 KA1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1989.GEOID18 height accuracy estimate available here.
 KA1989
 KA1989.Click photographs - Photos may exist for this station.
 KA1989
 KA1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1989
 KA1989. The following values were computed from the NAD 83(1997) position.
 KA1989
 KA1989;                    North         East     Units Scale Factor Converg.
 KA1989;SPC IN W     -   419,984.935   912,629.866   MT  0.99996863   +0 05 30.7
 KA1989;SPC IN W     - 1,377,900.57  2,994,186.49   sFT  0.99996863   +0 05 30.7
 KA1989;UTM  16      - 4,320,255.686   505,412.437   MT  0.99960036   +0 02 21.8
 KA1989
 KA1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1989!SPC IN W     -   0.99997332  x   0.99996863  =   0.99994195
 KA1989!UTM  16      -   0.99997332  x   0.99960036  =   0.99957369
 KA1989
 KA1989:                Primary Azimuth Mark                     Grid Az
 KA1989:SPC IN W     -  DAGGETT                                  337 00 56.4
 KA1989:UTM  16      -  DAGGETT                                  337 04 05.3
 KA1989
 KA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0541220255(NAD 83)
 KA1989
 KA1989|---------------------------------------------------------------------|
 KA1989| PID    Reference Object                     Distance      Geod. Az  |
 KA1989|                                                           dddmmss.s |
 KA1989| CC7832 BLOOMFIELD RM 1                      15.386 METERS 05155     |
 KA1989| KA1990 BLOOMFIELD MUNICIPAL STANDPIPE       12.783 METERS 14405     |
 KA1989| CC7833 BLOOMFIELD RM 2                      31.065 METERS 30911     |
 KA1989| KA1793 DAGGETT                             APPROX.22.7 KM 3370627.1 |
 KA1989|---------------------------------------------------------------------|
 KA1989
 KA1989                          SUPERSEDED SURVEY CONTROL
 KA1989
 KA1989  NAD 83(1986)-  39 01 52.81046(N)    086 56 14.87934(W) AD(       ) 2
 KA1989  NAD 27      -  39 01 52.64370(N)    086 56 14.85750(W) AD(       ) 2
 KA1989
 KA1989.Superseded values are not recommended for survey control.
 KA1989
 KA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1989.See file dsdata.pdf to determine how the superseded data were derived.
 KA1989
 KA1989_MARKER: DS = TRIANGULATION STATION DISK
 KA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1989_STAMPING: BLOOMFIELD 1947
 KA1989_MARK LOGO: CGS
 KA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1989+STABILITY: SURFACE MOTION
 KA1989
 KA1989  HISTORY     - Date     Condition        Report By
 KA1989  HISTORY     - 1947     MONUMENTED       CGS
 KA1989
 KA1989                          STATION DESCRIPTION
 KA1989
 KA1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1989'STATION IS IN THE NORTH EDGE OF BLOOMFIELD, 0.35 MILE NORTH OF THE
 KA1989'JUNCTION OF STATE HIGHWAYS 54 AND 157 VIA HIGHWAY 157, ON
 KA1989'PROPERTY OF THE INDIANA GAS AND WATER COMPANY, 85 FEET SOUTH OF
 KA1989'HERBERT RICHMANS HOUSE, 74 FEET WEST OF CENTERLINE OF
 KA1989'HIGHWAY 157, AND 41.94 FEET NORTH-NORTHWEST OF THE CENTER OF
 KA1989'BLOOMFIELD MUNICIPAL STANDPIPE. THE MARK PROJECTS 1 INCH, AND
 KA1989'THE DISK IS STAMPED BLOOMFIELD 1947.
 KA1989'
 KA1989'REFERENCE MARK NO. 1 IS 50.48 FEET NORTHEAST OF STATION AND 33 FEET
 KA1989'WEST OF CENTERLINE OF HIGHWAY 157. THE MARK IS FLUSH WITH THE
 KA1989'GROUND, AND THE DISK IS STAMPED BLOOMFIELD NO 1 1947.
 KA1989'
 KA1989'REFERENCE MARK NO. 2 IS 101.92 FEET NORTHWEST OF STATION AND 38 FEET
 KA1989'WEST OF THE SOUTHWEST CORNER OF HERBERT RICHMANS GARAGE.
 KA1989'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BLOOMFIELD NO 2
 KA1989'1947.
 KA1989'
 KA1989'THERE WERE NO POINTS VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH MARK
 KA1989'COULD BE ESTABLISHED.
 KA1989'
 KA1989'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1990 ***********************************************************************
 KA1990  DESIGNATION -  BLOOMFIELD MUNICIPAL STANDPIPE
 KA1990  PID         -  KA1990
 KA1990  STATE/COUNTY-  IN/GREENE
 KA1990  COUNTRY     -  US
 KA1990  USGS QUAD   -  BLOOMFIELD (2019)
 KA1990
 KA1990                         *CURRENT SURVEY CONTROL
 KA1990  ______________________________________________________________________
 KA1990* NAD 83(1997) POSITION- 39 01 52.46881(N) 086 56 14.57013(W)   ADJUSTED
 KA1990  ______________________________________________________________________
 KA1990  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 KA1990  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 KA1990  HORZ ORDER      -  THIRD
 KA1990
 KA1990.The horizontal coordinates were established by classical geodetic methods
 KA1990.and adjusted by the National Geodetic Survey in May 1999.
 KA1990
 KA1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1990.GEOID18 height accuracy estimate available here.
 KA1990
 KA1990.Click photographs - Photos may exist for this station.
 KA1990
 KA1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1990
 KA1990. The following values were computed from the NAD 83(1997) position.
 KA1990
 KA1990;                    North         East     Units Scale Factor Converg.
 KA1990;SPC IN W     -   419,974.594   912,637.381   MT  0.99996863   +0 05 30.9
 KA1990;SPC IN W     - 1,377,866.65  2,994,211.14   sFT  0.99996863   +0 05 30.9
 KA1990;UTM  16      - 4,320,245.342   505,419.939   MT  0.99960036   +0 02 22.0
 KA1990
 KA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0541920245(NAD 83)
 KA1990
 KA1990                          SUPERSEDED SURVEY CONTROL
 KA1990
 KA1990  NAD 83(1986)-  39 01 52.47488(N)    086 56 14.56733(W) AD(       ) 3
 KA1990  NAD 27      -  39 01 52.30800(N)    086 56 14.54600(W) AD(       ) 3
 KA1990
 KA1990.Superseded values are not recommended for survey control.
 KA1990
 KA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1990.See file dsdata.pdf to determine how the superseded data were derived.
 KA1990
 KA1990_MARKER: 52 = STANDPIPE TANK
 KA1990
 KA1990  HISTORY     - Date     Condition        Report By
 KA1990  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1990
 KA1990                          STATION DESCRIPTION
 KA1990
 KA1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1990'THIS IS A TRAVERSE STATION.
 KA1990'
 KA1990'THE STANDPIPE IS 0.35 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 54
 KA1990'AND 157 ON PROPERTY OF THE INDIANA GAS AND WATER COMPANY, 30
 KA1990'FEET WEST OF CENTERLINE OF STATE HIGHWAY 157, AND 12.784 METERS,
 KA1990'41.94 FEET, SOUTH-SOUTHEAST OF TRIANGULATION STATION
 KA1990'BLOOMFIELD BY A TRAVERSE CONNECTION. IT IS A BLACK CIRCULAR STRUCTURE
 KA1990'ABOUT 100 FEET HIGH.
 KA1990'
 KA1990'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0447 ***********************************************************************
 KA0447  DESIGNATION -  BLOOMINGTON
 KA0447  PID         -  KA0447
 KA0447  STATE/COUNTY-  IN/MONROE
 KA0447  COUNTRY     -  US
 KA0447  USGS QUAD   -  BLOOMINGTON (2019)
 KA0447
 KA0447                         *CURRENT SURVEY CONTROL
 KA0447  ______________________________________________________________________
 KA0447* NAD 83(1986) POSITION- 39 09 56.6    (N) 086 32 01.4    (W)   HD_HELD2
 KA0447* NAVD 88 ORTHO HEIGHT -   231.683 (meters)      760.11  (feet) ADJUSTED
 KA0447  ______________________________________________________________________
 KA0447  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 KA0447  DYNAMIC HEIGHT  -        231.541 (meters)      759.65  (feet) COMP
 KA0447  MODELED GRAVITY -    980,010.3   (mgal)                       NAVD 88
 KA0447
 KA0447  VERT ORDER      -  SECOND    CLASS 0
 KA0447
 KA0447.The horizontal coordinates were established by autonomous hand held GPS
 KA0447.observations and have an estimated accuracy of +/- 10 meters.
 KA0447
 KA0447.The orthometric height was determined by differential leveling and
 KA0447.adjusted by the NATIONAL GEODETIC SURVEY
 KA0447.in June 1991.
 KA0447
 KA0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0447.GEOID18 height accuracy estimate available here.
 KA0447
 KA0447.Click photographs - Photos may exist for this station.
 KA0447
 KA0447.The dynamic height is computed by dividing the NAVD 88
 KA0447.geopotential number by the normal gravity value computed on the
 KA0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0447.degrees latitude (g = 980.6199 gals.).
 KA0447
 KA0447.The modeled gravity was interpolated from observed gravity values.
 KA0447
 KA0447;                    North         East    Units  Estimated Accuracy
 KA0447;SPC IN W     -   435,038.      947,498.      MT  (+/- 10 meters HH2 GPS)
 KA0447
 KA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4028135270(NAD 83)
 KA0447
 KA0447                          SUPERSEDED SURVEY CONTROL
 KA0447
 KA0447  NGVD 29 (??/??/92)  231.798  (m)          760.49   (f) ADJ UNCH    2 0
 KA0447
 KA0447.Superseded values are not recommended for survey control.
 KA0447
 KA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0447.See file dsdata.pdf to determine how the superseded data were derived.
 KA0447
 KA0447_MARKER: DB = BENCH MARK DISK
 KA0447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0447_SP_SET: STEP
 KA0447_STAMPING: 760.491 BLOOMINGTON 1934
 KA0447_MARK LOGO: CGS
 KA0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0447
 KA0447  HISTORY     - Date     Condition        Report By
 KA0447  HISTORY     - 1934     MONUMENTED       CGS
 KA0447  HISTORY     - 1957     GOOD             CGS
 KA0447  HISTORY     - 1964     GOOD             CGS
 KA0447  HISTORY     - 20020707 GOOD             GEOCAC
 KA0447
 KA0447                          STATION DESCRIPTION
 KA0447
 KA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KA0447'AT BLOOMINGTON.
 KA0447'AT BLOOMINGTON, MONROE COUNTY, ON SOUTH WALNUT STREET, AT THE
 KA0447'NORTHWEST CORNER OF THE INTERSECTION OF EAST FOURTH STREET, AT
 KA0447'THE EAST ENTRANCE TO THE CITY HALL, IN THE TOP OF THE SECOND STEP,
 KA0447'4 INCHES SOUTH OF THE NORTH END OF THE STEP, AND ABOUT 1 FOOT
 KA0447'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 760.491 BLOOMINGTON
 KA0447'1934.  NOTE-- IN DECEMBER 1957, THIS MARK BECAME LOOSE IN THE
 KA0447'STONE STEP AND WAS RESET WITH CEMENT BY WORKMEN WHO WERE
 KA0447'REPAIRING THE STEPS.  A CONCRETE CAP HAS BEEN ADDED TO THE TOP OF
 KA0447'THE ORIGINAL STONE STEPS TO COMPENSATE FOR THE DEPRESSION
 KA0447'CAUSED BY FOOT TRAFFIC.  A FORM WAS PLACED AROUND THE MARK
 KA0447'LEAVING THE MARK EXPOSED.
 KA0447
 KA0447                          STATION RECOVERY (1964)
 KA0447
 KA0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KA0447'RECOVERED IN GOOD CONDITION.
 KA0447
 KA0447                          STATION RECOVERY (2002)
 KA0447
 KA0447'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2023 ***********************************************************************
 KA2023  DESIGNATION -  BLOOMINGTON
 KA2023  PID         -  KA2023
 KA2023  STATE/COUNTY-  IN/MONROE
 KA2023  COUNTRY     -  US
 KA2023  USGS QUAD   -  BLOOMINGTON (2019)
 KA2023
 KA2023                         *CURRENT SURVEY CONTROL
 KA2023  ______________________________________________________________________
 KA2023* NAD 83(1997) POSITION- 39 09 57.31915(N) 086 31 28.06865(W)   ADJUSTED
 KA2023* NAVD 88 ORTHO HEIGHT -   243.54  (+/-2cm)      799.0   (feet) VERTCON3
 KA2023  ______________________________________________________________________
 KA2023  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KA2023  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 KA2023  HORZ ORDER      -  SECOND
 KA2023  VERT ORDER      -  THIRD ? (See Below)
 KA2023
 KA2023.The horizontal coordinates were established by classical geodetic methods
 KA2023.and adjusted by the National Geodetic Survey in May 1999.
 KA2023
 KA2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2023
 KA2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2023.GEOID18 height accuracy estimate available here.
 KA2023
 KA2023.The vertical order pertains to the NGVD 29 superseded value.
 KA2023
 KA2023.Click photographs - Photos may exist for this station.
 KA2023
 KA2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2023
 KA2023. The following values were computed from the NAD 83(1997) position.
 KA2023
 KA2023;                    North         East     Units Scale Factor Converg.
 KA2023;SPC IN W     -   435,064.620   948,298.156   MT  0.99999538   +0 21 10.7
 KA2023;SPC IN W     - 1,427,374.51  3,111,208.20   sFT  0.99999538   +0 21 10.7
 KA2023;UTM  16      - 4,335,297.059   541,081.290   MT  0.99962078   +0 18 01.2
 KA2023
 KA2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2023!SPC IN W     -   0.99996698  x   0.99999538  =   0.99996236
 KA2023!UTM  16      -   0.99996698  x   0.99962078  =   0.99958777
 KA2023
 KA2023:                Primary Azimuth Mark                     Grid Az
 KA2023:SPC IN W     -  MCGUIRE                                  282 14 35.7
 KA2023:UTM  16      -  MCGUIRE                                  282 17 45.2
 KA2023
 KA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4108135297(NAD 83)
 KA2023
 KA2023|---------------------------------------------------------------------|
 KA2023| PID    Reference Object                     Distance      Geod. Az  |
 KA2023|                                                           dddmmss.s |
 KA2023| KA1980 MCGUIRE                             APPROX. 7.3 KM 2823546.4 |
 KA2023| KA1981 BLOOMINGTON MAGNETIC STA             20.240 METERS 29420     |
 KA2023|---------------------------------------------------------------------|
 KA2023
 KA2023                          SUPERSEDED SURVEY CONTROL
 KA2023
 KA2023  NAD 83(1986)-  39 09 57.32283(N)    086 31 28.06726(W) AD(       ) 2
 KA2023  NAD 27      -  39 09 57.15500(N)    086 31 28.07900(W) AD(       ) 2
 KA2023  NGVD 29             243.65   (m)          799.4    (f) LEVELING    3  
 KA2023
 KA2023.Superseded values are not recommended for survey control.
 KA2023
 KA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2023.See file dsdata.pdf to determine how the superseded data were derived.
 KA2023
 KA2023_MARKER: DS = TRIANGULATION STATION DISK
 KA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2023_STAMPING: BLOOMINGTON 1939
 KA2023_MARK LOGO: CGS
 KA2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2023+STABILITY: SURFACE MOTION
 KA2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA2023+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2002
 KA2023
 KA2023  HISTORY     - Date     Condition        Report By
 KA2023  HISTORY     - 1939     MONUMENTED       CGS
 KA2023  HISTORY     - 1964     GOOD             CGS
 KA2023  HISTORY     - 1966     GOOD             LOCENG
 KA2023  HISTORY     - 20020707 GOOD             GEOCAC
 KA2023
 KA2023                          STATION DESCRIPTION
 KA2023
 KA2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2023'STATION BLOOMINGTON IS LOCATED ABOUT 0.7 MILE AIR-LINE ESE OF THE
 KA2023'COURTHOUSE IN BLOOMINGTON ON THE GROUNDS OF THE UNIVERSITY OF
 KA2023'INDIANA ON THE W SIDE OF KIRKWOOD HALL. THE MARK IS SET IN CONCRETE
 KA2023'AND PROJECTS 2 INCHES, 222 FEET W OF THE W SIDE OF KIRKWOOD HALL,
 KA2023'33 FEET N OF THE CENTER LINE OF THE BRICK WALK, 24 FEET W OF A GRAVEL
 KA2023'WALK AND 24 FEET E OF A 24-INCH MAPLE TREE.
 KA2023'
 KA2023'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KA2023'SET IN CONCRETE.
 KA2023'
 KA2023'REFERENCE MARK NO. 1 IS N OF STATION SET FLUSH IN SIDEWALK, 110 FEET
 KA2023'W OF THE NW CORNER OF KIRKWOOD HALL, 60 FEET E OF A DRINKING
 KA2023'FOUNTAIN, 30 FEET N OF A 30-INCH OAK TREE. REFERENCE MARK NO. 2 IS E
 KA2023'OF STATION SET FLUSH IN SIDEWALK, 1 FOOT W OF THE W SIDE OF
 KA2023'KIRKWOOD HALL AND 5 FEET N OF THE N EDGE OF THE MAIN DOOR.
 KA2023'
 KA2023'IT WAS IMPOSSIBLE TO ESTABLISH AN AZIMUTH MARK DUE TO BUILDINGS AND
 KA2023'LARGE TREES.
 KA2023'
 KA2023'TO REACH STATION FROM THE COURTHOUSE IN BLOOMINGTON GO S AND E ON
 KA2023'STATE HIGHWAY 36 FOR 0.8 MILE TO THE ENTRANCE TO THE UNIVERSITY
 KA2023'AT S FOREST AVENUE AND THIRD STREET TURN LEFT N ON FOREST AVENUE AND
 KA2023'FOLLOW THE DRIVE N AND W FOR 0.3 MILE TO A SMALL TRAFFIC CIRCLE,
 KA2023'HERE TURN LEFT S AND GO 0.1 MILE TO KIRKWOOD HALL AND END OF TRUCK
 KA2023'TRAVEL. STATION IS ABOUT 76 PACES W IN FRONT OF KIRKWOOD HALL.
 KA2023'
 KA2023'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA2023
 KA2023                          STATION RECOVERY (1964)
 KA2023
 KA2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA2023'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 KA2023'DESCRIBED.
 KA2023
 KA2023                          STATION RECOVERY (1966)
 KA2023
 KA2023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (WHB)
 KA2023'BLOOMINGTON 1939 RECOVERED IN GOOD CONDITION.
 KA2023'
 KA2023'BLOOMINGTON NO 1 1939 RECOVERED IN GOOD CONDITION.
 KA2023'
 KA2023'BLOOMINGTON NO 2 1939 RECOVERED IN GOOD CONDITION.
 KA2023'
 KA2023'DESCRIPTION CORRECT.
 KA2023
 KA2023                          STATION RECOVERY (2002)
 KA2023
 KA2023'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA2023'UNABLE TO FIND ANY REFERENCE MARKS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1981 ***********************************************************************
 KA1981  DESIGNATION -  BLOOMINGTON MAGNETIC STA
 KA1981  PID         -  KA1981
 KA1981  STATE/COUNTY-  IN/MONROE
 KA1981  COUNTRY     -  US
 KA1981  USGS QUAD   -  BLOOMINGTON (2019)
 KA1981
 KA1981                         *CURRENT SURVEY CONTROL
 KA1981  ______________________________________________________________________
 KA1981* NAD 83(1997) POSITION- 39 09 57.58954(N) 086 31 28.83689(W)   ADJUSTED
 KA1981* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 KA1981  ______________________________________________________________________
 KA1981  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KA1981  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 KA1981  HORZ ORDER      -  SECOND
 KA1981
 KA1981.The horizontal coordinates were established by classical geodetic methods
 KA1981.and adjusted by the National Geodetic Survey in May 1999.
 KA1981
 KA1981.The orthometric height was scaled from a topographic map.
 KA1981
 KA1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1981.GEOID18 height accuracy estimate available here.
 KA1981
 KA1981.Click photographs - Photos may exist for this station.
 KA1981
 KA1981.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1981
 KA1981. The following values were computed from the NAD 83(1997) position.
 KA1981
 KA1981;                    North         East     Units Scale Factor Converg.
 KA1981;SPC IN W     -   435,072.845   948,279.662   MT  0.99999536   +0 21 10.2
 KA1981;SPC IN W     - 1,427,401.49  3,111,147.52   sFT  0.99999536   +0 21 10.2
 KA1981;UTM  16      - 4,335,305.297   541,062.811   MT  0.99962076   +0 18 00.7
 KA1981
 KA1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1981!SPC IN W     -   0.99996693  x   0.99999536  =   0.99996229
 KA1981!UTM  16      -   0.99996693  x   0.99962076  =   0.99958770
 KA1981
 KA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4106235305(NAD 83)
 KA1981
 KA1981                          SUPERSEDED SURVEY CONTROL
 KA1981
 KA1981  NAD 83(1986)-  39 09 57.59322(N)    086 31 28.83549(W) AD(       ) 2
 KA1981  NAD 27      -  39 09 57.42500(N)    086 31 28.84700(W) AD(       ) 2
 KA1981
 KA1981.Superseded values are not recommended for survey control.
 KA1981
 KA1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1981.See file dsdata.pdf to determine how the superseded data were derived.
 KA1981
 KA1981_MARKER: V = STONE MONUMENT
 KA1981_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1981+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 KA1981
 KA1981  HISTORY     - Date     Condition        Report By
 KA1981  HISTORY     - 1905     MONUMENTED       CGS
 KA1981  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KA1981  HISTORY     - 20030707 GOOD             GEOCAC
 KA1981
 KA1981                          STATION DESCRIPTION
 KA1981
 KA1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1981'THIS STATION IS LOCATED ON THE GROUNDS OF THE UNIVERSITY OF INDIANA
 KA1981'IN THE CITY OF BLOOMINGTON, DUE W OF KIRKWOOD HALL.
 KA1981'
 KA1981'THE MARK IS A 6-BY 6-INCH SANDSTONE POST PROJECTING 2 INCHES ABOVE
 KA1981'THE GROUND, WITH THE LETTERS U.S.C. AND G.S. 1905 OUT IN THE TOP. IT
 KA1981'IS 20.240 METERS W OF THE STATION BLOOMINGTON, 28 FEET E OF A 28-INCH
 KA1981'MAPLE TREE, 20 FEET W OF A 24-INCH MAPLE TREE, 36 FEET N OF
 KA1981'A GRAVEL PATH AND 288 FEET W OF THE W SIDE OF KIRKWOOD HALL.
 KA1981'
 KA1981'TO REACH THE STATION FROM THE COURTHOUSE IN BLOOMINGTON, GO E ON
 KA1981'KIRKWOOD AVENUE FOR ABOUT 0.8 MILE TO THE ENTRANCE OF THE
 KA1981'UNIVERSITY, FOLLOW THE DRIVE W AND N FOR 0.3 MILE TO A SMALL TRAFFIC
 KA1981'CIRCLE, HERE TURN S AND GO 0.1 MILE TO KIRKWOOD HALL.
 KA1981
 KA1981                          STATION RECOVERY (2003)
 KA1981
 KA1981'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA1981'RECOVERED IN GOOD CONDITION, DESCRIPTION NEEDS UPDATING TO REFLECT
 KA1981'CHANGES TO CAMPUS DRIVEWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2024 ***********************************************************************
 KA2024  FBN         -  This is a Federal Base Network Control Station.
 KA2024  DESIGNATION -  BLOOMINGTON NCMN 7291
 KA2024  PID         -  KA2024
 KA2024  STATE/COUNTY-  IN/MONROE
 KA2024  COUNTRY     -  US
 KA2024  USGS QUAD   -  UNIONVILLE (2019)
 KA2024
 KA2024                         *CURRENT SURVEY CONTROL
 KA2024  ______________________________________________________________________
 KA2024* NAD 83(2011) POSITION- 39 10 45.62165(N) 086 29 54.27817(W)   ADJUSTED
 KA2024* NAD 83(2011) ELLIP HT-   219.099 (meters)        (06/27/12)   ADJUSTED
 KA2024* NAD 83(2011) EPOCH   -  2010.00
 KA2024* NAVD 88 ORTHO HEIGHT -   252.2   (meters)      827.    (feet) GPS OBS
 KA2024  ______________________________________________________________________
 KA2024  NAVD 88 orthometric height was determined with geoid model    GEOID96
 KA2024  GEOID HEIGHT    -        -33.014 (meters)                     GEOID96
 KA2024  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 KA2024  NAD 83(2011) X  -    302,384.946 (meters)                     COMP
 KA2024  NAD 83(2011) Y  - -4,941,700.477 (meters)                     COMP
 KA2024  NAD 83(2011) Z  -  4,007,908.586 (meters)                     COMP
 KA2024  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 KA2024
 KA2024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2024  Standards:
 KA2024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2024  -------------------------------------------------------------------
 KA2024  NETWORK    0.39   0.84           0.16   0.16   0.43      0.05882067
 KA2024  -------------------------------------------------------------------
 KA2024  Click here for local accuracies and other accuracy information.
 KA2024
 KA2024.The horizontal coordinates were established by GPS observations
 KA2024.and adjusted by the National Geodetic Survey in June 2012.
 KA2024
 KA2024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2024.been affixed to the stable North American tectonic plate. See 
 KA2024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2024
 KA2024.The horizontal coordinates are valid at the epoch date displayed above
 KA2024.which is a decimal equivalence of Year/Month/Day.
 KA2024
 KA2024.The orthometric height was determined by GPS observations and a
 KA2024.high-resolution geoid model.
 KA2024
 KA2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2024.GEOID18 height accuracy estimate available here.
 KA2024
 KA2024.Click photographs - Photos may exist for this station.
 KA2024
 KA2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2024
 KA2024.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2024
 KA2024.The ellipsoidal height was determined by GPS observations
 KA2024.and is referenced to NAD 83.
 KA2024
 KA2024. The following values were computed from the NAD 83(2011) position.
 KA2024
 KA2024;                    North         East     Units Scale Factor Converg.
 KA2024;SPC IN W     -   436,568.360   950,540.088   MT  0.99999811   +0 22 10.3
 KA2024;SPC IN W     - 1,432,308.03  3,118,563.61   sFT  0.99999811   +0 22 10.3
 KA2024;UTM  16      - 4,336,798.175   543,323.761   MT  0.99962311   +0 19 00.8
 KA2024
 KA2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2024!SPC IN W     -   0.99996563  x   0.99999811  =   0.99996374
 KA2024!UTM  16      -   0.99996563  x   0.99962311  =   0.99958875
 KA2024
 KA2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4332336798(NAD 83)
 KA2024
 KA2024                          SUPERSEDED SURVEY CONTROL
 KA2024
 KA2024  NAD 83(2007)-  39 10 45.62174(N)    086 29 54.27905(W) AD(2002.00) 0
 KA2024  ELLIP H (02/10/07)  219.125  (m)                       GP(2002.00)    
 KA2024  ELLIP H (07/24/97)  219.120  (m)                       GP(       ) 2 1
 KA2024  NAD 83(1997)-  39 10 45.62209(N)    086 29 54.27949(W) AD(       ) A
 KA2024  ELLIP H (04/03/92)  219.197  (m)                       GP(       ) 1 1
 KA2024  NAD 83(1986)-  39 10 45.62186(N)    086 29 54.27943(W) AD(       ) 3
 KA2024  NAD 27      -  39 10 45.45302(N)    086 29 54.31330(W) AD(       ) 3
 KA2024  NAVD 88 (11/28/94)  252.1    (m)  UNKNOWN  model used  GPS OBS        
 KA2024  NAVD 88 (09/07/94)  252.1    (m)  GEOID93  model used  GPS OBS        
 KA2024  NGVD 29 (02/23/89)  252.4    (m)  RAPSU86  model used  GPS OBS        
 KA2024
 KA2024.Superseded values are not recommended for survey control.
 KA2024
 KA2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2024.See file dsdata.pdf to determine how the superseded data were derived.
 KA2024
 KA2024_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2024_STAMPING: BLOOMINGTON NCMN 1985
 KA2024_MARK LOGO: NGS
 KA2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2024+STABILITY: SURFACE MOTION
 KA2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2024+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2013
 KA2024
 KA2024  HISTORY     - Date     Condition        Report By
 KA2024  HISTORY     - 1985     MONUMENTED       NGS
 KA2024  HISTORY     - 19880519 GOOD             NGS
 KA2024  HISTORY     - 19900426 GOOD             NGS
 KA2024  HISTORY     - 19930915 GOOD             NGS
 KA2024  HISTORY     - 19931004 GOOD             NGS
 KA2024  HISTORY     - 19940318 GOOD
 KA2024  HISTORY     - 19950509 GOOD             NGS
 KA2024  HISTORY     - 19970527 GOOD             NGS
 KA2024  HISTORY     - 20030709 GOOD             NGS
 KA2024  HISTORY     - 20030712 GOOD             GEOCAC
 KA2024  HISTORY     - 20110810 GOOD             NGS
 KA2024  HISTORY     - 20130508 GOOD             INDIV
 KA2024
 KA2024                          STATION DESCRIPTION
 KA2024
 KA2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2024'THE STATION IS LOCATED IN BLOOMINGTON AT THE INDIANA UNIVERSITY SKEET
 KA2024'RANGE.  FOR KEY TO GET INTO SKEET RANGE CONTACT MR. RICHARD MULL OR
 KA2024'CRAIG ROSS AT THE UNIVERSITY.  SEE PHONE NUMBER LISTED BELOW.
 KA2024'OWNERSHIP--INDIANA UNIVERSITY, BLOOMINGTON, IN 47405, PHONE
 KA2024'812-335-2371.
 KA2024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 46 ON
 KA2024'THE NORTHWEST SIDE OF BLOOMINGTON, GO EAST ON STATE HIGHWAY 46 FOR
 KA2024'4.5 KM (2.80 MI) TO THE JUNCTION OF 10TH STREET ON THE RIGHT AND
 KA2024'UNIONVILLE STREET ON THE LEFT.  TURN LEFT ONTO UNIONVILLE AND GO 0.48
 KA2024'KM (0.30 MI) TO A SIDE STREET LEFT MARKED BY A SIGN INDICATING
 KA2024'INDIANA UNIVERSITY SKEET RANGE.  TURN LEFT AND GO NORTHERLY FOR 0.7
 KA2024'KM (0.45 MI) TO A SIDEROAD LEFT.  TURN LEFT AND FOLLOW ROAD FOR 0.16
 KA2024'KM (0.10 MI) TO ENTRANCE TO SKEET RANGE WITH CHAIN ACROSS ENTRANCE.
 KA2024'PASS THRU ENTRANCE AND GO ABOUT 100 YARDS TO STATION IN PARKING LOT.
 KA2024'THE STATION MARK IS A STANDARD NGS DISK STAMPED---BLOOMINGTON NCMN
 KA2024'1985---, SET IN THE TOP OF A 30 CM IN DIAMETER CONCRETE POST THAT IS
 KA2024'FLUSH WITH THE GROUND.  LOCATED 7.9 M (25.9 FT) WEST OF THE SOUTHWEST
 KA2024'CORNER OF THE SHACK ON THE NORTHEAST EDGE OF PARKING LOT, 6.7 M
 KA2024'(22.0 FT) SOUTH OF THE NORTHERN EDGE OF THE PARKING LOT AND 5.2 M
 KA2024'(17.1 FT) EAST OF THE WESTERN EDGE OF THE PARKING LOT.
 KA2024'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2024'DESCRIBED BY D.A. BOWLING.
 KA2024'PRIMARY SCIENTIFIC PRUPOSE - MEASUREMENTS SUPPORTING THE NATIONAL
 KA2024'GEODETIC SURVEYS NATIONAL CRUSTAL MOTION NETWORK.
 KA2024'SITE DESCRIPTION - THE SITE IS LOCATED IN THE PARKING LOT OF THE
 KA2024'INDIANA UNIVERSITY SKEET RANGE.  THE STATION IS COMPATIBLE FOR
 KA2024'OCCUPATION BY MOBILE VLBI SYSTEMS ONLY.  THE PAD IS LOCATED 26 FEET
 KA2024'(7.9 M) WEST OF THE SOUTHWEST CORNER OF THE NORTHEAST EDGE OF THE
 KA2024'PARKING LOT.
 KA2024'THE MARK IS A STANDARD NGS BRASS DISK.
 KA2024'SITE TOPO MAP - UNKNOWN
 KA2024'GEOLOGICAL PROVINCE - UNKNOWN
 KA2024'LOCAL GEOLOGY - UNKNOWN
 KA2024
 KA2024                          STATION RECOVERY (1990)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA2024'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST OF BLOOMINGTON AT
 KA2024'INDIANA UNIVERSITY IN THE SKEET RANGE PARKING LOT.
 KA2024'OWNERSHIP--UNIVERSITY OF INDIANA, BLOOMINGTON IN 47401.  CONTACT MR
 KA2024'MAURICE BIGGS, ASST STATE GEOLOGIST, INDIANA GEOLOGICAL SURVEY, 611
 KA2024'NORTH WALNUT GROVE, GEOLOGY BUILDING, INDIANA UNIVERSITY, BLOOMINGTON
 KA2024'IN 47401, PHONE 812-855-9350 OR HOME 812-336-4798.
 KA2024'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 37
 KA2024'BUSINESS AND 45 AND 46 BYPASS IN BLOOMINGTON, GO EAST ON HIGHWAYS 45
 KA2024'AND 46 BYPASS FOR 3.5 KM (2.2 MI) TO THE INTERSECTION OF STATE
 KA2024'HIGHWAY 45 (UNIONVILLE ROAD) LEADING EAST AND 10TH STREET OPPOSITE.
 KA2024'GO EAST ON HIGHWAY 45 FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF
 KA2024'RANGE ROAD LEADING NORTH TO THE UNIVERSITY SKEET RANGE, PETE ELLIS
 KA2024'DRIVE TO THE SOUTH AND THE WOODBRIDGE STATION POST OFFICE ON THE
 KA2024'RIGHT.  TURN NORTH ON RANGE ROAD FOR 0.7 KM (0.4 MI) TO A PAVED
 KA2024'ENTRANCE ROAD LEADING TO THE SKEET RANGE.  GO WEST ON THE ENTRANCE
 KA2024'ROAD FOR 0.2 KM (0.1 MI) TO THE STATION IN A MACADAM PARKING LOT AND
 KA2024'NEAR THE MAIN BUILDING OF THE SKEET RANGE.
 KA2024'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE
 KA2024'MONUMENT FLUSH WITH THE PARKING LOT.  LOCATED 7.92 M (25.98 FT) WEST
 KA2024'FROM THE SOUTHWEST CORNER OF THE SHACK ON THE NORTHEAST EDGE OF THE
 KA2024'PARKING LOT, 6.7 M (22.0 FT) SOUTH FROM THE NORTHERN EDGE OF THE
 KA2024'PARKING LOT AND 5.18 M (16.99 FT) EAST FROM THE WESTERN EDGE OF THE
 KA2024'PARKING LOT.
 KA2024'DESCRIBED BY J.D. DI MARE, TYPED BY HJS.
 KA2024
 KA2024                          STATION RECOVERY (1993)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KA2024'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST OF BLOOMINGTON AT
 KA2024'INDIANA UNIVERSITY IN THE SKEET RANGE PARKING LOT.
 KA2024'OWNERSHIP--UNIVERSITY OF INDIANA, BLOOMINGTON IN 47401.  CONTACT MR.
 KA2024'JACK MILLS, PHONE 812-332-0790 HOME, 812-855-0244 SKEET RANGE.
 KA2024'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 37
 KA2024'BUSINESS AND 45, 46 BYPASS IN BLOOMINGTON, GO EAST ON HIGHWAY 45 AND
 KA2024'46 BYPASS FOR 3.5 KM (2.15 MI) TO THE INTERSECTION OF STATE HIGHWAY
 KA2024'45 (UNIONVILLE ROAD) LEADING EAST AND 10TH STREET OPPOSITE, GO EAST
 KA2024'ON HIGHWAY 45 FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF RANGE ROAD
 KA2024'LEADING NORTH, PETE ELLIS DRIVE TO THE SOUTH AND THE WOODBRIDGE
 KA2024'STATION POST OFFICE ON THE RIGHT, TURN NORTH ON RANGE ROAD FOR 0.7 KM
 KA2024'(0.45 MI) TO A PAVED ENTRANCE DRIVE LEADING TO THE SKEET RANGE, GO
 KA2024'WEST ON THE ENTRANCE DRIVE FOR 0.2 KM (0.10 MI) TO THE STATION IN A
 KA2024'MACADAM PARKING LOT AND NEAR THE MAIN BUILDING OF THE SKEET RANGE.
 KA2024'THE STATION IS FLUSH WITH THE PARKING LOT.  LOCATED 7.92 M (25.98 FT)
 KA2024'WEST FROM THE SOUTHWEST CORNER OF THE SHACK ON THE NORTHEAST EDGE OF
 KA2024'THE PARKING LOT, 6.7 M (22.0 FT) SOUTH FROM THE NORTHERN EDGE OF THE
 KA2024'PARKING LOT AND 5.18 M (16.99 FT) EAST FROM THE WESTERN EDGE OF THE
 KA2024'PARKING LOT.
 KA2024
 KA2024                          STATION RECOVERY (1993)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 KA2024'THE STATION IS LOCATED ABOUT 4.2 KM (2.61 MI) EAST OF BLOOMINGTON AT
 KA2024'INDIANA UNIVERSITY IN THE SKEET RANGE PARKING LOT.
 KA2024'OWNERSHIP--UNIVERSITY OF INDIANA, BLOOMINGTON.  CONTACT MR. JOHN HILL,
 KA2024'ASST STATE GEOLOGIST, INDIANA GEOLOGICAL SURVEY, 611 NORTH WALNUT
 KA2024'GROVE, GEOLOGY BUILDING, INDIANA UNIVERSITY, BLOOMINGTON, IN 47401.
 KA2024'TELEPHONE 812-855-9350. JACK MILLS IS IN CHARGE OF THE SKEET RANGE -
 KA2024'PHONE  812-855-0244 OR HOME PHONE 812-332-0790.  FOR MULTIPLE
 KA2024'OCCUPATIONS, OBSERVER SHOULD PROVIDE OWN LOCK AS JACK MILLS WILL NOT
 KA2024'PROVIDE A KEY.
 KA2024'
 KA2024'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 37 BUSINESS AND 45
 KA2024'AND 46 BYPASS IN BLOOMINGTON, GO EAST ON HIGHWAYS 45 AND 46 BYPASS FOR
 KA2024'3.5 KM (2.17 MI) TO THE INTERSECTION OF JUNCTION OF HIGHWAY 45
 KA2024'(UNIONVILLE ROAD) LEADING EAST AND 10TH STREET OPPOSITE.  GO EAST ON
 KA2024'HIGHWAY 45 FOR 0.6 KM (0.37 MI) TO THE INTERSECTION OF RANGE ROAD
 KA2024'LEADING NORTH TO THE UNIVERSITY SKEET RANGE, PETE ELLIS DRIVE TO THE
 KA2024'SOUTH, AND THE WOODBRIDGE STATION POST OFFICE ON THE RIGHT.  TURN
 KA2024'NORTH ON RANGE ROAD FOR 0.7 KM (0.43 MI) TO A PAVED ENTRANCE ROAD
 KA2024'LEADING TO THE SKEET RANGE. GO WEST ON THE ENTRANCE ROAD FOR 0.2 KM
 KA2024'(0.12 MI) TO THE STATION IN A MACADAM PARKING LOT AND NEAR THE MAIN
 KA2024'BUILDING OF THE SKEET RANGE.
 KA2024'
 KA2024'STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE POST
 KA2024'FLUSH WITH THE PARKING LOT.  IT IS 7.9 M (25.92 FT) WEST OF THE
 KA2024'SOUTHWEST CORNER OF THE SHACK ON THE NORTHEAST EDGE OF THE PARKING
 KA2024'LOT, 6.7 M (21.98 FT) SOUTH OF THE NORTHERN EDGE OF THE PARKING LOT,
 KA2024'AND 5.2 M (17.06 FT) EAST OF THE WESTERN EDGE OF THE PARKING LOT.
 KA2024
 KA2024                          STATION RECOVERY (1994)
 KA2024
 KA2024'RECOVERED 1994
 KA2024'RECOVERED IN GOOD CONDITION.
 KA2024
 KA2024                          STATION RECOVERY (1995)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 KA2024'RECOVERED AS DESCRIBED.
 KA2024
 KA2024                          STATION RECOVERY (1997)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KA2024'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTHEAST OF
 KA2024'BLOOMINGTON, AT INDIANA UNIVERSITY, IN THE SKEET RANGE PARKING LOT.
 KA2024'OWNERSHIP--INDIANA UNIVERSITY.  MIKE GRANNAN IS IN CHARGE OF THE SKEET
 KA2024'RANGE, PHONE 812-855-0244 OR 812-336-5739.  CONTACT HIM FOR ACCESS
 KA2024'THROUGH THE LOCKED GATE.  THE SKEET RANGE IS ONLY OPEN ON TUESDAY AND
 KA2024'THURSDAY FROM 4-8 P.M. AND SUNDAY FROM NOON-5 P.M.  TO REACH FROM THE
 KA2024'JUNCTION OF STATE HIGHWAYS 45 AND 37 BUSINESS AND 46 BYPASS IN
 KA2024'BLOOMINGTON, GO EAST ON HIGHWAYS 45 AND 46 BYPASS FOR 3.5 KM (2.15 MI)
 KA2024'TO THE INTERSECTION OF HIGHWAY 45 (UNIONVILLE ROAD) LEADING EAST AND
 KA2024'10TH STREET LEADING WEST.  TURN LEFT, EAST ON UNIONVILLE ROAD FOR 0.6
 KA2024'KM (0.35 MI) TO THE INTERSECTION OF RANGE ROAD LEADING NORTH TO THE
 KA2024'UNIVERSITY SKEET RANGE, PETE ELLIS DRIVE ON THE RIGHT AND THE
 KA2024'WOODBRIDGE STATION POST OFFICE ON THE RIGHT.  TURN LEFT, NORTH ON
 KA2024'RANGE ROAD FOR 0.7 KM (0.45 MI) TO A MACADAM ROAD ON THE LEFT JUST
 KA2024'BEFORE A CHAIN LINK GATE.  TURN LEFT, WEST ON THE ROAD AND ALONG THE
 KA2024'SOUTH SIDE OF A ROW OF TREES FOR 0.2 KM (0.10 MI) TO THE GATE AND THE
 KA2024'STATION ON THE RIGHT IN THE SKEET RANGE PARKING LOT.  THE STATION IS
 KA2024'SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE PARKING LOT.  IT
 KA2024'IS 8.1 M (26.6 FT) EAST OF THE WEST CORNER OF THE PARKING LOT, 6.9 M
 KA2024'(22.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE SKEET RANGE BUILDING,
 KA2024'6.7 M (22.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE PARKING LOT,
 KA2024'AND 5.2 M (17.1 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE PARKING
 KA2024'LOT.
 KA2024
 KA2024                          STATION RECOVERY (2003)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 KA2024'THE STATION IS LOCATED ABOUT 2.6 MI NORTHEAST OF BLOOMINGTON, AT
 KA2024'INDIANA UNIVERSITY, IN THE MACADAM PARKING LOT OF THE FORMER SKEET
 KA2024'RANGE.  OWNERSHIP--INDIANA UNIVERSITY.   CONTACT TED ALEXANDER,
 KA2024'DIRECTOR OF ENVIRONMENTAL HEALTH AND SAFETY, SEVERAL DAYS IN  ADVANCE
 KA2024'TO INFORM HIM OF STATION OCCUPATION AND CHECK ON STATUS OF CHAIN GATE
 KA2024'INTO  FORMER SKEET RANGE.  PHONE 812-855-6316.
 KA2024'
 KA2024'TO REACH THE STATION FROM THE CENTER OF OVERPASS AT THE JUNCTION OF
 KA2024'STATE HIGHWAYS 37,  45 NORTH AND 46 EAST ON THE NORTHWEST SIDE OF
 KA2024'BLOOMINGTON, GO EAST AND THEN  SOUTHEAST ON HIGHWAY 45 NORTH AND 46
 KA2024'EAST FOR 3.35 MI TO THE JUNCTION WITH 10TH STREET  WHERE HIGHWAY 45
 KA2024'NORTH TURNS LEFT.  TURN LEFT AND GO EAST ON HIGHWAY 45 NORTH FOR 0.35
 KA2024'MI TO THE JUNCTION WITH RANGE ROAD ON THE LEFT, PETE ELLIS DRIVE ON
 KA2024'THE RIGHT AND THE  WOODBRIDGE STATION POST OFFICE ON THE RIGHT.  TURN
 KA2024'LEFT AND GO NORTH ON RANGE  ROAD FOR 0.3 MI TO THE JUNCTION WITH A
 KA2024'ROAD ON THE RIGHT WHERE RANGE ROAD CURVES LEFT.   TURN RIGHT AND GO
 KA2024'NORTHEAST, THEN NORTH ON THE PAVED THEN GRAVEL ROAD FOR 0.2 MI TO  AN
 KA2024'IRON GATE FOR THE FIRING RANGES (PISTOL AND RIFLE) NOW PERMANENTLY
 KA2024'CLOSED.  BEAR LEFT  ON THE GRAVEL ROAD AND GO WEST FOR 0.15 MI ALONG
 KA2024'THE SOUTH SIDE OF A ROW OF TREES TO  THE ENTRANCE TO FORMER SKEET
 KA2024'RANGE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR ABOUT  100 METERS TO
 KA2024'THE STATION IN THE MACADAM PARKING LOT.
 KA2024'
 KA2024'THE STATION IS PAINTED FLUORESCENT ORANGE AND IS 51.0 FT SOUTH OF
 KA2024'BLOOMINGTON NCMN  REFERENCE MARK 2 WHICH IS PROTECTED BY TWO STEEL
 KA2024'FENCE POSTS, 49.6 FT EAST-NORTHEAST  OF BLOOMINGTON NCMN REFERENCE
 KA2024'MARK 1 WHICH IS ALSO PROTECTED BY TWO STEEL FENCE  POSTS, 26.6 FT EAST
 KA2024'OF THE WEST CORNER OF THE PARKING LOT, 22.6 FT SOUTHWEST OF THE  SOUTH
 KA2024'CORNER OF THE CONCRETE PAD FROM THE DEMOLISHED MAIN SKEET RANGE
 KA2024'BUILDING, 22.0  FT SOUTHEAST OF THE NORTHWEST EDGE OF THE PARKING LOT
 KA2024'AND 17.1 FT NORTHEAST OF THE  SOUTHWEST EDGE OF THE PARKING LOT.
 KA2024
 KA2024                          STATION RECOVERY (2003)
 KA2024
 KA2024'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA2024'RECOVERED IN GOOD CONDITION, DESCRIPTION NEEDS UPDATING TO REFLECT
 KA2024'DEMOLITION OF SHOOTING RANGE AND POSSIBLE FUTURE CONSTRUCTIONS.
 KA2024
 KA2024                          STATION RECOVERY (2011)
 KA2024
 KA2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (AEW)
 KA2024'RECOVERED IN GOOD CONDITION.
 KA2024
 KA2024                          STATION RECOVERY (2013)
 KA2024
 KA2024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 KA2024'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2395 ***********************************************************************
 LA2395  DESIGNATION -  BLUE
 LA2395  PID         -  LA2395
 LA2395  STATE/COUNTY-  IN/ADAMS
 LA2395  COUNTRY     -  US
 LA2395  USGS QUAD   -  BERNE (2019)
 LA2395
 LA2395                         *CURRENT SURVEY CONTROL
 LA2395  ______________________________________________________________________
 LA2395* NAD 83(1997) POSITION- 40 39 30.61351(N) 084 53 09.98935(W)   ADJUSTED
 LA2395* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2395  ______________________________________________________________________
 LA2395  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 LA2395  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LA2395  HORZ ORDER      -  SECOND
 LA2395
 LA2395.The horizontal coordinates were established by classical geodetic methods
 LA2395.and adjusted by the National Geodetic Survey in May 1999.
 LA2395
 LA2395.The orthometric height was scaled from a topographic map.
 LA2395
 LA2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2395.GEOID18 height accuracy estimate available here.
 LA2395
 LA2395.Click photographs - Photos may exist for this station.
 LA2395
 LA2395.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2395
 LA2395. The following values were computed from the NAD 83(1997) position.
 LA2395
 LA2395;                    North         East     Units Scale Factor Converg.
 LA2395;SPC IN E     -   600,929.057   166,008.331   MT  1.00002028   +0 30 30.9
 LA2395;SPC IN E     - 1,971,548.08    544,645.67   sFT  1.00002028   +0 30 30.9
 LA2395;SPC OH N     -   112,899.738   398,244.107   MT  0.99996449   -1 34 03.2
 LA2395;SPC OH N     -   370,405.22  1,306,572.54   sFT  0.99996449   -1 34 03.2
 LA2395;UTM  16      - 4,502,997.258   678,702.157   MT  0.99999309   +1 22 39.6
 LA2395
 LA2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2395!SPC IN E     -   0.99996529  x   1.00002028  =   0.99998557
 LA2395!SPC OH N     -   0.99996529  x   0.99996449  =   0.99992978
 LA2395!UTM  16      -   0.99996529  x   0.99999309  =   0.99995838
 LA2395
 LA2395:                Primary Azimuth Mark                     Grid Az
 LA2395:SPC IN E     -  BLUE AZ MK                               083 39 24.7
 LA2395:SPC OH N     -  BLUE AZ MK                               085 43 58.8
 LA2395:UTM  16      -  BLUE AZ MK                               082 47 16.0
 LA2395
 LA2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7870202997(NAD 83)
 LA2395
 LA2395|---------------------------------------------------------------------|
 LA2395| PID    Reference Object                     Distance      Geod. Az  |
 LA2395|                                                           dddmmss.s |
 LA2395| CE5779 BLUE AZ MK                                         0840955.6 |
 LA2395| CE5780 BLUE RM 1                            25.602 METERS 13000     |
 LA2395| LA2389 BERNE DUNBAR FURNITURE CORP TK      APPROX. 5.4 KM 2642531.1 |
 LA2395| LA2393 BERNE MUNICIPAL TANK                APPROX. 5.4 KM 2665042.4 |
 LA2395| CE5781 BLUE RM 2                            23.140 METERS 28047     |
 LA2395|---------------------------------------------------------------------|
 LA2395
 LA2395                          SUPERSEDED SURVEY CONTROL
 LA2395
 LA2395  NAD 83(1995)-  40 39 30.61361(N)    084 53 09.99050(W) AD(       ) 2
 LA2395  NAD 83(1986)-  40 39 30.61594(N)    084 53 10.00482(W) AD(       ) 2
 LA2395  NAD 27      -  40 39 30.45060(N)    084 53 10.12970(W) AD(       ) 2
 LA2395
 LA2395.Superseded values are not recommended for survey control.
 LA2395
 LA2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2395.See file dsdata.pdf to determine how the superseded data were derived.
 LA2395
 LA2395_MARKER: DS = TRIANGULATION STATION DISK
 LA2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2395_STAMPING: BLUE 1955
 LA2395_MARK LOGO: CGS
 LA2395_PROJECTION: PROJECTING 10 CENTIMETERS
 LA2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2395+STABILITY: SURFACE MOTION
 LA2395
 LA2395  HISTORY     - Date     Condition        Report By
 LA2395  HISTORY     - 1955     MONUMENTED       CGS
 LA2395  HISTORY     - 1963     GOOD             CGS
 LA2395
 LA2395                          STATION DESCRIPTION
 LA2395
 LA2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2395'THE STATION IS ABOUT 3-1/2 MILES EAST OF BERNE, ON LAND OWNED BY
 LA2395'WILBUR KIRCHHOFER.  IT IS 150 FEET WEST OF A GATE, 58 FEET SOUTH OF
 LA2395'THE CENTER OF STATE HIGHWAY 118, 18 FEET SOUTH OF A FENCE AND 3 FEET
 LA2395'WEST OF A 4 INCH X 4 INCH WHITE WITNESS POST.
 LA2395'
 LA2395'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND STATE
 LA2395'HIGHWAY 118 IN BERNE, GO EAST ON HIGHWAY 118 FOR 4.2 MILES TO A GROVE
 LA2395'OF TREES AND THE STATION ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO
 LA2395'THE AZIMUTH MARK ON THE LEFT.
 LA2395'
 LA2395'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLUE 1955.
 LA2395'
 LA2395'REFERENCE MARK 1 IS 72 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 5
 LA2395'INCHES, AND THE DISK IS STAMPED BLUE NO 1 1955.
 LA2395'
 LA2395'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2
 LA2395'FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 LA2395'STAMPED BLUE NO 2 1955.
 LA2395'
 LA2395'THE AZIMUTH MARK IS ABOUT 150 FEET NORTH OF A FARMHOUSE, 42 FEET NORTH
 LA2395'OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A 4 INCH X 4 INCH WHITE
 LA2395'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3 INCHES,
 LA2395'AND THE DISK IS STAMPED BLUE 1955.
 LA2395'
 LA2395'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2395
 LA2395                          STATION RECOVERY (1963)
 LA2395
 LA2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2395'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2395'DESCRIBED.
 LA2395'
 LA2395'ABOUT 4.1 MILES E ALONG NO. 118 INDIANA HWY. FROM ITS JUNCTION WITH
 LA2395'NO. 27 U. S. HWY.  IN WESTERN PART OF BERNE, ABOUT 0.1 MILE W OF
 LA2395'APPARENTLY LOCAL CREST OF HIGHWAY GRADES, ABOUT 88 YARDS W OF OLD
 LA2395'FENCE ROW ON E SIDE OF A WOODS, 57 FEET S OF CENTER LINE OF 20-FT.
 LA2395'HWY. PAVEMENT, 1.5 FEET LOWER THAN SAME, 33-1/2 FEET W OF CENTER OF
 LA2395'3-FOOT OAK TREE, STANDARD DISKS STAMPED BLUE 1955 ARE SET IN 1B AND 7A
 LA2395'MARKS, THE UPPER MARK PROJECTS 0.3 FT.
 LA2395'
 LA2395'REFERENCE STAMPED BLUE NO 1 1955, NOTE 11B, PROJECTS 0.3 FOOT, IS
 LA2395'84.00 FEET (25.603 METERS) SE FROM THE STATION, 113 FEET W OF FENCE
 LA2395'ROW, 111 FEET S OF CENTER LINE OF HWY.
 LA2395'
 LA2395'REFERENCE STAMPED BLUE NO 2 1955, NOTE 11B, PROJECTS 0.3 FOOT, IS
 LA2395'75.92 FEET (23.140 METERS) W FROM STATION, 42 FEET S OF CENTER LINE OF
 LA2395'HWY., 1.6 FEET LOWER THAN SAME, AND 1.7 FEET E OF STEEL WITNESS POST.
 LA2395'
 LA2395'AZIMUTH MARK STAMPED BLUE 1955, NOTE 16B, PROJECTS 0.1 FOOT, IS ABOUT
 LA2395'0.2 MILE E OF STATION, 41 FEET N OF CENTER LINE OF HWY., 0.3 FOOT
 LA2395'LOWER THAN SAME, 29 FEET E OF NO.  50/131 CREOSOTED TELEPHONE POLE, 14
 LA2395'FEET W OF PROJECTED PLANE OF W WALL OF FRAME HOUSE ON S SIDE OF HWY.,
 LA2395'AND 1.8 FEET W OF STEEL WITNESS POST.  NOTE THAT THE DIRECTION OF
 LA2395'AZIMUTH MARK IN THE ORIGINAL DESCRIPTION SHOULD BE 131 DEG 41 MIN 52
 LA2395'SEC SECONDS INSTEAD OF THAT GIVEN WHICH IS THE ANGLE FROM LINNGROVE
 LA2395'INITIAL.  THE AZIMUTH IN ADUSTED DATA SIDE OF THE SHEET IS CORRECT
 LA2395'APPARENTLY.  THE DIRECTIONS OF REFERENCE MARKS IN THE DESCRIPTION ARE
 LA2395'APARENTLY CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1764 ***********************************************************************
 JA1764  DESIGNATION -  BLUE
 JA1764  PID         -  JA1764
 JA1764  STATE/COUNTY-  IN/HARRISON
 JA1764  COUNTRY     -  US
 JA1764  USGS QUAD   -  LEAVENWORTH (2019)
 JA1764
 JA1764                         *CURRENT SURVEY CONTROL
 JA1764  ______________________________________________________________________
 JA1764* NAD 83(1997) POSITION- 38 13 57.24732(N) 086 15 14.88733(W)   ADJUSTED
 JA1764* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 JA1764  ______________________________________________________________________
 JA1764  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 JA1764  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 JA1764  HORZ ORDER      -  SECOND
 JA1764
 JA1764.The horizontal coordinates were established by classical geodetic methods
 JA1764.and adjusted by the National Geodetic Survey in May 1999.
 JA1764
 JA1764.The orthometric height was scaled from a topographic map.
 JA1764
 JA1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1764.GEOID18 height accuracy estimate available here.
 JA1764
 JA1764.Click photographs - Photos may exist for this station.
 JA1764
 JA1764.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1764
 JA1764. The following values were computed from the NAD 83(1997) position.
 JA1764
 JA1764;                    North         East     Units Scale Factor Converg.
 JA1764;SPC IN E     -   331,471.169    48,566.059   MT  0.99999923   -0 21 48.8
 JA1764;SPC IN E     - 1,087,501.66    159,337.15   sFT  0.99999923   -0 21 48.8
 JA1764;UTM  16      - 4,231,882.465   565,278.010   MT  0.99965248   +0 27 41.8
 JA1764
 JA1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1764!SPC IN E     -   0.99996962  x   0.99999923  =   0.99996885
 JA1764!UTM  16      -   0.99996962  x   0.99965248  =   0.99962211
 JA1764
 JA1764:                Primary Azimuth Mark                     Grid Az
 JA1764:SPC IN E     -  FIRMAN                                   018 55 39.5
 JA1764:UTM  16      -  FIRMAN                                   018 06 08.9
 JA1764
 JA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6527831882(NAD 83)
 JA1764
 JA1764|---------------------------------------------------------------------|
 JA1764| PID    Reference Object                     Distance      Geod. Az  |
 JA1764|                                                           dddmmss.s |
 JA1764| JA1731 FIRMAN                              APPROX. 9.9 KM 0183350.7 |
 JA1764| CG7201 BLUE RM 1                            27.219 METERS 04322     |
 JA1764| CG7202 BLUE RM 2                            31.699 METERS 31927     |
 JA1764|---------------------------------------------------------------------|
 JA1764
 JA1764                          SUPERSEDED SURVEY CONTROL
 JA1764
 JA1764  NAD 83(1993)-  38 13 57.24900(N)    086 15 14.88927(W) AD(       ) 2
 JA1764  NAD 83(1986)-  38 13 57.25289(N)    086 15 14.89302(W) AD(       ) 2
 JA1764  NAD 27      -  38 13 57.01500(N)    086 15 14.98300(W) AD(       ) 2
 JA1764
 JA1764.Superseded values are not recommended for survey control.
 JA1764
 JA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1764.See file dsdata.pdf to determine how the superseded data were derived.
 JA1764
 JA1764_MARKER: DS = TRIANGULATION STATION DISK
 JA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1764_STAMPING: BLUE 1947
 JA1764_MARK LOGO: CGS
 JA1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1764+STABILITY: SURFACE MOTION
 JA1764
 JA1764  HISTORY     - Date     Condition        Report By
 JA1764  HISTORY     - 1947     MONUMENTED       CGS
 JA1764
 JA1764                          STATION DESCRIPTION
 JA1764
 JA1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1764'THE STATION IS ABOUT 7 MILES WEST OF CORYDON, ABOUT 5 MILES EAST OF
 JA1764'LEAVENWORTH, AND ABOUT 1/2 MILE NORTH OF STATE HIGHWAY 62 AND
 JA1764'THE BLUE RIVER CHAPEL. THE STATION MARK IS IN THE EAST EDGE OF A
 JA1764'CLEARING, OVERLOOKING THE EAST SIDE OF A TIMBERED RIDGE, ABOUT
 JA1764'100 YARDS NORTH OF THE SOUTH EDGE OF THE CLEARING, 52 FEET WEST OF
 JA1764'THE EAST EDGE OF THE CLEARING, AND 7 FEET EAST OF A WHITE
 JA1764'WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JA1764'BLUE 1947.
 JA1764'
 JA1764'REFERENCE MARK NO. 1 IS 89.30 FEET NORTHEAST OF THE STATION AND 30
 JA1764'FEET WEST OF THE EAST EDGE OF THE CLEARING. THE MARK PROJECTS 6
 JA1764'INCHES, AND THE DISK IS STAMPED BLUE NO 1 1947.
 JA1764'
 JA1764'REFERENCE MARK NO. 2 IS 104.00 FEET NORTHWEST OF THE STATION AND 36
 JA1764'FEET WEST OF A 10-INCH WALNUT TREE. THE MARK PROJECTS 6
 JA1764'INCHES, AND THE DISK IS STAMPED BLUE NO 2 1947.
 JA1764'
 JA1764'TRIANGULATION STATION BLUE AZIMUTH IS THE AZIMUTH MARK FOR THIS
 JA1764'STATION. IT IS 0.5 MILE WEST FROM THE BLUE RIVER CHAPEL VIA
 JA1764'THE HIGHWAY AND IT IS ON THE SOUTH SIDE OF THE HIGHWAY. THIS MARK IS
 JA1764'NOT VISIBLE FROM THE GROUND AT STATION BLUE, AND THERE IS
 JA1764'NO OTHER LOCATION AT WHICH AN AZIMUTH MARK COULD BE MADE VISIBLE FROM
 JA1764'THE GROUND WITHOUT AN EXCESSIVE AMOUNT OF TIMBER CLEARING.
 JA1764'
 JA1764'TO REACH FROM THE COURT HOUSE IN CORYDON, GO WESTERLY ON STATE
 JA1764'HIGHWAY 62 FOR 8.7 MILES TO THE BLUE RIVER CHAPEL ON THE LEFT,
 JA1764'CONTINUE WEST ON THE HIGHWAY FOR 0.1 MILE TO A SMALL SIDE ROAD RIGHT,
 JA1764'TURN RIGHT AND FOLLOW WINDING WOODS ROAD UP RIDGE FOR 0.6 MILE
 JA1764'TO STATION.
 JA1764'
 JA1764'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1763 ***********************************************************************
 JA1763  DESIGNATION -  BLUE AZI
 JA1763  PID         -  JA1763
 JA1763  STATE/COUNTY-  IN/HARRISON
 JA1763  COUNTRY     -  US
 JA1763  USGS QUAD   -  LEAVENWORTH (2019)
 JA1763
 JA1763                         *CURRENT SURVEY CONTROL
 JA1763  ______________________________________________________________________
 JA1763* NAD 83(1997) POSITION- 38 13 32.93472(N) 086 15 58.46079(W)   ADJUSTED
 JA1763* NAVD 88 ORTHO HEIGHT -   169.    (meters)      554.    (feet) SCALED
 JA1763  ______________________________________________________________________
 JA1763  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 JA1763  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 JA1763  HORZ ORDER      -  SECOND
 JA1763
 JA1763.The horizontal coordinates were established by classical geodetic methods
 JA1763.and adjusted by the National Geodetic Survey in May 1999.
 JA1763
 JA1763.The orthometric height was scaled from a topographic map.
 JA1763
 JA1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1763.GEOID18 height accuracy estimate available here.
 JA1763
 JA1763.Click photographs - Photos may exist for this station.
 JA1763
 JA1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1763
 JA1763. The following values were computed from the NAD 83(1997) position.
 JA1763
 JA1763;                    North         East     Units Scale Factor Converg.
 JA1763;SPC IN E     -   330,728.334    47,501.492   MT  1.00000060   -0 22 15.6
 JA1763;SPC IN E     - 1,085,064.54    155,844.48   sFT  1.00000060   -0 22 15.6
 JA1763;UTM  16      - 4,231,124.641   564,224.616   MT  0.99965080   +0 27 14.5
 JA1763
 JA1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1763!SPC IN E     -   0.99997872  x   1.00000060  =   0.99997932
 JA1763!UTM  16      -   0.99997872  x   0.99965080  =   0.99962953
 JA1763
 JA1763:                Primary Azimuth Mark                     Grid Az
 JA1763:SPC IN E     -  HARRISON CO ST FOREST LOT                184 12 21.2
 JA1763:UTM  16      -  HARRISON CO ST FOREST LOT                183 22 51.1
 JA1763
 JA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6422431124(NAD 83)
 JA1763
 JA1763|---------------------------------------------------------------------|
 JA1763| PID    Reference Object                     Distance      Geod. Az  |
 JA1763|                                                           dddmmss.s |
 JA1763| JA1762 HARRISON CO ST FOREST LOT           APPROX. 2.9 KM 1835005.6 |
 JA1763| CG7204 BLUE AZI RM 2                         8.244 METERS 22433     |
 JA1763| CG7203 BLUE AZI RM 1                         2.225 METERS 30924     |
 JA1763|---------------------------------------------------------------------|
 JA1763
 JA1763                          SUPERSEDED SURVEY CONTROL
 JA1763
 JA1763  NAD 83(1993)-  38 13 32.93643(N)    086 15 58.46269(W) AD(       ) 2
 JA1763  NAD 83(1986)-  38 13 32.94036(N)    086 15 58.46643(W) AD(       ) 2
 JA1763  NAD 27      -  38 13 32.70300(N)    086 15 58.55600(W) AD(       ) 2
 JA1763
 JA1763.Superseded values are not recommended for survey control.
 JA1763
 JA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1763.See file dsdata.pdf to determine how the superseded data were derived.
 JA1763
 JA1763_MARKER: DZ = AZIMUTH MARK DISK
 JA1763_SETTING: 66 = SET IN ROCK OUTCROP
 JA1763_STAMPING: BLUE AZI 1947
 JA1763_MARK LOGO: CGS
 JA1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1763+STABILITY: POSITION/ELEVATION WELL
 JA1763
 JA1763  HISTORY     - Date     Condition        Report By
 JA1763  HISTORY     - 1947     MONUMENTED       CGS
 JA1763  HISTORY     - 20100817 GOOD             GEOCAC
 JA1763
 JA1763                          STATION DESCRIPTION
 JA1763
 JA1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1763'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE HARRISON COUNTY
 JA1763'COURTHOUSE IN CORYDON VIA STATE HIGHWAY 62 AND ON THE
 JA1763'RIGHT-OF-WAY OF THE HIGHWAY. THE DISK IS SET IN A DRILLED HOLE IN
 JA1763'OUTCROPPING BEDROCK, AND IT IS FLUSH WITH THE GROUND. THE DISK
 JA1763'IS STAMPED BLUE AZI 1947.
 JA1763'
 JA1763'REFERENCE MARK NO. 1 IS 7.30 FEET WEST OF THE STATION. THE DISK IS
 JA1763'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND IT IS FLUSH
 JA1763'WITH THE GROUND. THE DISK IS STAMPED BLUE AZI NO 1 1947.
 JA1763'
 JA1763'REFERENCE MARK NO. 2 IS 27.05 FEET SOUTHWEST OF THE STATION. THE DISK
 JA1763'IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND IT IS
 JA1763'FLUSH WITH THE GROUND. THE DISK IS STAMPED BLUE AZI NO 2 1947.
 JA1763'
 JA1763'TO REACH THE STATION FROM THE HARRISON COUNTY COURTHOUSE IN CORYDON,
 JA1763'GO WEST ON STATE HIGHWAY 62 FOR 8.25 MILES TO A CROSSROAD WITH A
 JA1763'BRIDGE TO THE LEFT OF THE HIGHWAY. THIS BRIDGE SPANS THE BLUE RIVER.
 JA1763'CONTINUE ON HIGHWAY FOR 0.75 MILE TO STATION ON THE LEFT.
 JA1763'
 JA1763'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1763
 JA1763                          STATION RECOVERY (2010)
 JA1763
 JA1763'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA1763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2413 ***********************************************************************
 LB2413  DESIGNATION -  BLUEGRASS
 LB2413  PID         -  LB2413
 LB2413  STATE/COUNTY-  IN/FULTON
 LB2413  COUNTRY     -  US
 LB2413  USGS QUAD   -  FULTON (2019)
 LB2413
 LB2413                         *CURRENT SURVEY CONTROL
 LB2413  ______________________________________________________________________
 LB2413* NAD 83(1997) POSITION- 40 59 22.71608(N) 086 20 17.41478(W)   ADJUSTED
 LB2413* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LB2413  ______________________________________________________________________
 LB2413  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 LB2413  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 LB2413  HORZ ORDER      -  FIRST
 LB2413
 LB2413.The horizontal coordinates were established by classical geodetic methods
 LB2413.and adjusted by the National Geodetic Survey in May 1999.
 LB2413
 LB2413.The orthometric height was scaled from a topographic map.
 LB2413
 LB2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2413.GEOID18 height accuracy estimate available here.
 LB2413
 LB2413.Click photographs - Photos may exist for this station.
 LB2413
 LB2413.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2413
 LB2413. The following values were computed from the NAD 83(1997) position.
 LB2413
 LB2413;                    North         East     Units Scale Factor Converg.
 LB2413;SPC IN E     -   637,625.280    43,495.735   MT  1.00000595   -0 26 25.7
 LB2413;SPC IN E     - 2,091,942.27    142,702.26   sFT  1.00000595   -0 26 25.7
 LB2413;UTM  16      - 4,537,818.277   555,669.738   MT  0.99963814   +0 26 02.8
 LB2413
 LB2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2413!SPC IN E     -   0.99996828  x   1.00000595  =   0.99997423
 LB2413!UTM  16      -   0.99996828  x   0.99963814  =   0.99960643
 LB2413
 LB2413:                Primary Azimuth Mark                     Grid Az
 LB2413:SPC IN E     -  BLUEGRASS AZ MK                          359 46 36.6
 LB2413:UTM  16      -  BLUEGRASS AZ MK                          358 54 08.1
 LB2413
 LB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5566937818(NAD 83)
 LB2413
 LB2413|---------------------------------------------------------------------|
 LB2413| PID    Reference Object                     Distance      Geod. Az  |
 LB2413|                                                           dddmmss.s |
 LB2413| CC7840 BLUEGRASS RM 1                       32.233 METERS 00735     |
 LB2413| LB2414 116 IGS                             140.785 METERS 07756     |
 LB2413| CC7841 BLUEGRASS RM 2                       29.960 METERS 26811     |
 LB2413| CC7839 BLUEGRASS AZ MK                                    3592010.9 |
 LB2413|---------------------------------------------------------------------|
 LB2413
 LB2413                          SUPERSEDED SURVEY CONTROL
 LB2413
 LB2413  NAD 83(1986)-  40 59 22.72147(N)    086 20 17.42456(W) AD(       ) 1
 LB2413  NAD 27      -  40 59 22.56980(N)    086 20 17.41560(W) AD(       ) 1
 LB2413
 LB2413.Superseded values are not recommended for survey control.
 LB2413
 LB2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2413.See file dsdata.pdf to determine how the superseded data were derived.
 LB2413
 LB2413_MARKER: DS = TRIANGULATION STATION DISK
 LB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2413_STAMPING: BLUEGRASS 1947
 LB2413_MARK LOGO: CGS
 LB2413_PROJECTION: FLUSH
 LB2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2413+STABILITY: SURFACE MOTION
 LB2413
 LB2413  HISTORY     - Date     Condition        Report By
 LB2413  HISTORY     - 1947     MONUMENTED       CGS
 LB2413  HISTORY     - 1975     GOOD             NGS
 LB2413  HISTORY     - 1989     POOR             USPSQD
 LB2413
 LB2413                          STATION DESCRIPTION
 LB2413
 LB2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2413'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ROCHESTER AND 5 MILES
 LB2413'NORTH WEST OF FULTON.  IT IS 322 FEET SOUTH OF THE INTERSECTION OF
 LB2413'RAIL ROAD AND GRAVEL ROAD, 42 FEET SOUTHEAST OF THE CENTER OF
 LB2413'GRAVEL ROAD, 22 FEET NORTHWEST OF A FENCE CORNER AND 16 FEET NORTH
 LB2413'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2413'BLUEGRASS 1947.
 LB2413'
 LB2413'REFERENCE MARK NO. 1 IS 105.65 FEET NORTHEAST OF THE STATION.  IT IS
 LB2413'25 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT WEST OF A
 LB2413'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLUEGRASS NO
 LB2413'1 1947.
 LB2413'
 LB2413'REFERENCE MARK NO. 2 IS 98.35 FEET WEST OF THE STATION.  IT IS 20
 LB2413'FEET NORTH OF THE CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2413'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLUEGRASS NO
 LB2413'2 1947.
 LB2413'
 LB2413'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 40 FEET
 LB2413'NORTHWEST OF THE INTERSECTION OF GRAVEL CROSSROAD, 30 FEET NORTH OF
 LB2413'THE CENTER OF GRAVEL ROAD, 30 FEET WEST OF THE CENTER OF GRAVEL
 LB2413'ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2413'ABOUT 6 INCHES AND THE DISK IS STAMPED BLUEGRASS 1947.
 LB2413'
 LB2413'116 IND. GEOD. S. IS 461.889 FEET NORTHEAST OF THE STATION.  IT IS 35
 LB2413'FEET NORTH OF THE NORTH RAIL OF RAILROAD, 15 FEET WEST OF A
 LB2413'TELEPHONE POLE AND 9 FEET SOUTH OF A FENCELINE.  THE MARK IS A 6X6
 LB2413'INCH CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS A STANDARD
 LB2413'USC AND GS AND SS DISK STAMPED NO 116.
 LB2413'
 LB2413'TO REACH STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON STATE
 LB2413'HIGHWAY NO 25 FOR 4.75 MILE TO A GRAVEL T-ROAD RIGHT, TURN RIGHT
 LB2413'AND GO WEST FOR 1.1 MILE TO A GRAVEL T-ROAD INTERSECTION, TURN
 LB2413'LEFT AND GO WEST FOR 4.6 MILE TO A GRAVEL CROSSROAD AND AZIMUTH
 LB2413'MARK IN THE NORTHWEST ANGLE, TURN LEFT AND GO SOUTH FOR 0.3 MILE TO
 LB2413'A RAILROAD CROSSING, CONTINUE FOR 0.1 MILE TO STATION ON THE
 LB2413'LEFT.
 LB2413'
 LB2413'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2413
 LB2413                          STATION RECOVERY (1975)
 LB2413
 LB2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LB2413'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LB2413'FOUND IN GOOD CONDITION.  INDIANA GEODETIC SURVEY MARK 116 WAS
 LB2413'SEARCHED FOR BUT NOT FOUND.  THE DISTANCE AND DIRECTION TO
 LB2413'REFERENCE MARK 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2
 LB2413'CHECKED, THE DIRECTION WAS FOUND TO BE LESS BY 1 MINUTE 25
 LB2413'SECONDS.
 LB2413'
 LB2413'THE DESCRIPTION AND TO REACH IS ADEQUATE, WITH THE ADDITIONAL AT THE
 LB2413'STATION SITE.  A METAL WITNESS POST 17 FEET SOUTH OF THE MARK.
 LB2413'
 LB2413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 LB2413'OF KEWANNA.
 LB2413
 LB2413                          STATION RECOVERY (1989)
 LB2413
 LB2413'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2413'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1770 ***********************************************************************
 KA1770  DESIGNATION -  BLUFF
 KA1770  PID         -  KA1770
 KA1770  STATE/COUNTY-  IN/CLAY
 KA1770  COUNTRY     -  US
 KA1770  USGS QUAD   -  BRAZIL WEST (2019)
 KA1770
 KA1770                         *CURRENT SURVEY CONTROL
 KA1770  ______________________________________________________________________
 KA1770* NAD 83(1997) POSITION- 39 34 27.17688(N) 087 11 57.20380(W)   ADJUSTED
 KA1770* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 KA1770  ______________________________________________________________________
 KA1770  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 KA1770  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 KA1770  HORZ ORDER      -  SECOND
 KA1770
 KA1770.The horizontal coordinates were established by classical geodetic methods
 KA1770.and adjusted by the National Geodetic Survey in May 1999.
 KA1770
 KA1770.The orthometric height was scaled from a topographic map.
 KA1770
 KA1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1770.GEOID18 height accuracy estimate available here.
 KA1770
 KA1770.Click photographs - Photos may exist for this station.
 KA1770
 KA1770.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1770
 KA1770. The following values were computed from the NAD 83(1997) position.
 KA1770
 KA1770;                    North         East     Units Scale Factor Converg.
 KA1770;SPC IN W     -   480,250.576   890,042.850   MT  0.99996789   -0 04 25.8
 KA1770;SPC IN W     - 1,575,622.10  2,920,082.25   sFT  0.99996789   -0 04 25.8
 KA1770;UTM  16      - 4,380,520.029   482,889.204   MT  0.99960360   -0 07 36.9
 KA1770
 KA1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1770!SPC IN W     -   0.99997429  x   0.99996789  =   0.99994218
 KA1770!UTM  16      -   0.99997429  x   0.99960360  =   0.99957790
 KA1770
 KA1770:                Primary Azimuth Mark                     Grid Az
 KA1770:SPC IN W     -  BLUFF AZ MK                              181 31 46.6
 KA1770:UTM  16      -  BLUFF AZ MK                              181 34 57.7
 KA1770
 KA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8288980520(NAD 83)
 KA1770
 KA1770|---------------------------------------------------------------------|
 KA1770| PID    Reference Object                     Distance      Geod. Az  |
 KA1770|                                                           dddmmss.s |
 KA1770| CM2795 BLUFF RM 1                           43.221 METERS 10217     |
 KA1770| CM2796 BLUFF RM 2                           34.473 METERS 18007     |
 KA1770| CM2794 BLUFF AZ MK                                        1812720.8 |
 KA1770|---------------------------------------------------------------------|
 KA1770
 KA1770                          SUPERSEDED SURVEY CONTROL
 KA1770
 KA1770  NAD 83(1986)-  39 34 27.18185(N)    087 11 57.19520(W) AD(       ) 2
 KA1770  NAD 27      -  39 34 27.05360(N)    087 11 57.13050(W) AD(       ) 2
 KA1770
 KA1770.Superseded values are not recommended for survey control.
 KA1770
 KA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1770.See file dsdata.pdf to determine how the superseded data were derived.
 KA1770
 KA1770_MARKER: DS = TRIANGULATION STATION DISK
 KA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1770_STAMPING: BLUFF 1947
 KA1770_MARK LOGO: CGS
 KA1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1770+STABILITY: SURFACE MOTION
 KA1770
 KA1770  HISTORY     - Date     Condition        Report By
 KA1770  HISTORY     - 1947     MONUMENTED       CGS
 KA1770
 KA1770                          STATION DESCRIPTION
 KA1770
 KA1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1770'THE STA. IS LOCATED ABOUT 5 MI. NORTHWEST OF BRAZIL, 1 MILE
 KA1770'SOUTHEAST OF COAL BLUFF, ABOUT 10 FT. E OF THE CLAY-VIGO COUNTY
 KA1770'LINE, AND ON LAND OWNED BY MRS. ADELE BAYER, IN SECTION 16,
 KA1770'TOWNSHIP 13, RANGE 7, WITHIN NORTH HALF OF NORTHWEST SECTION.
 KA1770'THE MARK IS 53 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A CURVE IN
 KA1770'A GRAVEL ROAD, 42 FEET NORTHEAST OF A LARGE GATE POST, 7.7
 KA1770'FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 KA1770'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BLUFF 1947.
 KA1770'
 KA1770'REFERENCE MARK NUMBER 1 IS 141.80 FEET EAST-SOUTHEAST OF THE
 KA1770'STATION, 21.5 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 KA1770'GRAVEL ROAD, AND 1 FOOT WEST OF A FENCE POST. THE MARK PROJECTS 6
 KA1770'INCHES, AND THE DISK IS STAMPED BLUFF NO 1 1947.
 KA1770'
 KA1770'REFERENCE MARK NO. 2 IS 113.10 FT. S OF THE STATION AND 17.9 FEET
 KA1770'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.THE MARK
 KA1770'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BLUFF NO 2 1947.
 KA1770'
 KA1770'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 17 FEET WEST OF
 KA1770'THE APPROXIMATE CENTERLINE OF THE SECTION LINE GRAVEL ROAD, 2.2
 KA1770'FEET NORTH OF A WITNESS POST, AND 2.2 FEET EAST OF POWERLINE POLE NO.
 KA1770'730. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1770'BLUFF 1947.
 KA1770'
 KA1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1770'HIGHWAY 59 IN BRAZIL, GO NORTH ON THE LATTER FOR 2.6 MILES TO
 KA1770'AN OFF-SET CROSSROAD. TURN LEFT, WEST, AND GO ON THE MAIN GRAVEL ROAD
 KA1770'FOR 4 MILES TO THE COUNTYLINE AND A CROSSROAD. TURN RIGHT, NORTH,
 KA1770'AND GO ON THE SECTION LINE GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH
 KA1770'MARK ON THE LEFT. CONTINUE N ON THE SECTION LINE RD. FOR 0.35
 KA1770'MILE TO WHERE THE ROAD MAKES A SHARP TURN EAST AND THE STATION
 KA1770'JUST NORTH OF THE CURVE.
 KA1770'
 KA1770'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2020 ***********************************************************************
 LA2020  DESIGNATION -  BLUFFTON
 LA2020  PID         -  LA2020
 LA2020  STATE/COUNTY-  IN/WELLS
 LA2020  COUNTRY     -  US
 LA2020  USGS QUAD   -  BLUFFTON (2019)
 LA2020
 LA2020                         *CURRENT SURVEY CONTROL
 LA2020  ______________________________________________________________________
 LA2020* NAD 83(1997) POSITION- 40 44 17.99459(N) 085 11 19.80875(W)   ADJUSTED
 LA2020* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LA2020  ______________________________________________________________________
 LA2020  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LA2020  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 LA2020  HORZ ORDER      -  THIRD
 LA2020
 LA2020.The horizontal coordinates were established by classical geodetic methods
 LA2020.and adjusted by the National Geodetic Survey in May 1999.
 LA2020
 LA2020.The orthometric height was scaled from a topographic map.
 LA2020
 LA2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2020.GEOID18 height accuracy estimate available here.
 LA2020
 LA2020.Click photographs - Photos may exist for this station.
 LA2020
 LA2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2020
 LA2020. The following values were computed from the NAD 83(1997) position.
 LA2020
 LA2020;                    North         East     Units Scale Factor Converg.
 LA2020;SPC IN E     -   609,610.385   140,359.688   MT  0.99998671   +0 18 42.6
 LA2020;SPC IN E     - 2,000,030.07    460,496.74   sFT  0.99998671   +0 18 42.6
 LA2020;UTM  16      - 4,511,287.745   652,926.321   MT  0.99988786   +1 10 55.9
 LA2020
 LA2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2020!SPC IN E     -   0.99996549  x   0.99998671  =   0.99995220
 LA2020!UTM  16      -   0.99996549  x   0.99988786  =   0.99985335
 LA2020
 LA2020:                Primary Azimuth Mark                     Grid Az
 LA2020:SPC IN E     -  CRAIG                                    086 10 37.5
 LA2020:UTM  16      -  CRAIG                                    085 18 24.2
 LA2020
 LA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5292611287(NAD 83)
 LA2020
 LA2020|---------------------------------------------------------------------|
 LA2020| PID    Reference Object                     Distance      Geod. Az  |
 LA2020|                                                           dddmmss.s |
 LA2020| CC7842 BLUFFTON AZ MK                                     0055142.6 |
 LA2020| CC7843 BLUFFTON RM 1                        23.784 METERS 04230     |
 LA2020| LA2023 BLUFFTON CO CTHSE CLOCK TOWER       APPROX. 1.5 KM 0844951.7 |
 LA2020| LA2006 CRAIG                               APPROX. 8.4 KM 0862920.1 |
 LA2020| CC7844 BLUFFTON RM 2                        25.655 METERS 14203     |
 LA2020|---------------------------------------------------------------------|
 LA2020
 LA2020                          SUPERSEDED SURVEY CONTROL
 LA2020
 LA2020  NAD 83(1995)-  40 44 17.99518(N)    085 11 19.81351(W) AD(       ) 3
 LA2020  NAD 83(1986)-  40 44 17.99705(N)    085 11 19.82406(W) AD(       ) 3
 LA2020  NAD 27      -  40 44 17.83090(N)    085 11 19.92280(W) AD(       ) 3
 LA2020
 LA2020.Superseded values are not recommended for survey control.
 LA2020
 LA2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2020.See file dsdata.pdf to determine how the superseded data were derived.
 LA2020
 LA2020_MARKER: DS = TRIANGULATION STATION DISK
 LA2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2020_STAMPING: BLUFFTON 1955
 LA2020_MARK LOGO: CGS
 LA2020_PROJECTION: FLUSH
 LA2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2020+STABILITY: SURFACE MOTION
 LA2020
 LA2020  HISTORY     - Date     Condition        Report By
 LA2020  HISTORY     - 1955     MONUMENTED       CGS
 LA2020  HISTORY     - 1961     GOOD             FAS
 LA2020  HISTORY     - 1964     GOOD             CGS
 LA2020  HISTORY     - 1978     GOOD             NGS
 LA2020
 LA2020                          STATION DESCRIPTION
 LA2020
 LA2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2020'THE STATION IS NEAR THE WEST EDGE OF THE TOWN OF BLUFFTON, AT THE
 LA2020'EASTERN EDGE OF A FOOTBALL
 LA2020'FIELD, 53 FEET WEST OF A FENCE AND 52 FEET EAST OF THE CENTER OF THE
 LA2020'EAST GOAL POST.
 LA2020'
 LA2020'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR 0.05
 LA2020'MILE TO A STEEL GATE, PASS
 LA2020'THROUGH THE GATE AND TURN RIGHT ON WASHINGTON STREET AND GO EAST FOR
 LA2020'0.25 MILE, TURN LEFT AND GO NORTH
 LA2020'FOR 0.05 MILE TO STATE HIGHWAY 124, CONTINUE NORTH ON THE
 LA2020'HIGHWAY FOR 0.2 MILE, TURN LEFT WITH THE
 LA2020'HIGHWAY AND GO WEST FOR 0.2 MILE TO THE MARK
 LA2020'ON THE LEFT AS DESCRIBED.
 LA2020'
 LA2020'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2020'BLUFFTON 1955.
 LA2020'
 LA2020'REFERENCE MARK 1 IS 27 FEET EAST OF THE CENTER OF A CINDER TRACK AND
 LA2020'1 FOOT WEST OF A FENCE.  THE
 LA2020'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BLUFFTON NO 1
 LA2020'1955.
 LA2020'
 LA2020'REFERENCE MARK 2 IS 36 FEET EAST OF THE CENTER OF THE CINDER TRACK
 LA2020'AND 1 FOOT WEST OF THE
 LA2020'FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2020'BLUFFTON NO 2 1955.
 LA2020'
 LA2020'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE HIGHWAY, 4 FEET SOUTHEAST
 LA2020'OF A POWERLINE
 LA2020'POLE, 3 FEET EAST OF A 4 INCH X 4 INCH WHITE WITNESS POST AND 1 FOOT
 LA2020'NORTH OF A FENCE.  THE MARK IS FLUSH WITH
 LA2020'THE GROUND, AND THE DISK IS STAMPED BLUFFTON 1955.
 LA2020'
 LA2020'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2020
 LA2020                          STATION RECOVERY (1961)
 LA2020
 LA2020'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2020'ALL MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT VISIBLE DUE TO
 LA2020'NEW HOUSING-WOULD ADD WILSON PARK TO NAME OF FOOTBALL FIELD WEST
 LA2020'CHERRY ST. AND MIDWAY.
 LA2020'
 LA2020'STAMPED BLUFFTON 1955.
 LA2020
 LA2020                          STATION RECOVERY (1964)
 LA2020
 LA2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2020'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2020'DESCRIBED, THO THE AZIMUTH MARK IS NOW TOTALLY OBSTRUCTED BY TWO
 LA2020'HOUSES ON LINE.
 LA2020'
 LA2020'ABOUT 0.9 MILE W ALONG MARKET STREET FROM THE COURTHOUSE IN BLUFFTON,
 LA2020'THENCE 0.1 MILE S ON BOND STREET, THENCE 0.25 MILE W ON WASHINGTON
 LA2020'STREET TO THE FOOTBALL FIELD AND THE STATION ON THE LEFT, 172 FEET
 LA2020'S OF CENTER LINE OF WASHINGTON ST., 69 FEET W OF CENTER LINE OF
 LA2020'MIDWAY STREET, 1.0 FEET S OF PROJECTED LINE OF THE TWO S POSTS OF THE
 LA2020'GOALS AT ENDS OF THE FOOTBALL FIELD, STANDARD DISKS ARE STAMPED
 LA2020'BLUFFTON 1955 AND SET IN MARKS WITH THE UPPER MARK FLUSH WITH THE
 LA2020'GROUND.
 LA2020'
 LA2020'R.M. STAMPED BLUFFTON NO 1 1955, FLUSH, IS 23.775 METERS OR 78.00
 LA2020'FEET N 42 DEG 30 MIN E FROM THE STATION, 115 FEET S. OF
 LA2020'CENTER LINE OF WASHINGTON STREET, 16-1/2 FEET W OF CENTER LINE OF
 LA2020'MIDWAY STREET, AND 0.2 FOOT HIGHER THAN SAME.
 LA2020'
 LA2020'R.M. STAMPED BLUFFTON NO 2 1955, FLUSH, IS 25.652 METERS OR 84.16
 LA2020'FEET S 37 DEG 57 MIN E FROM THE STATION, 68.8 FEET S. OF S.
 LA2020'EDGE OF S I-BEAM STEEL POST SUPPORTING THE SCOREBOARD, 17-1/2 FEET W
 LA2020'OF CENTER LINE OF 24-FOOT ASPHALT PAVEMENT OF MIDWAY ST., 1.0
 LA2020'FEET HIGHER THAN SAME.
 LA2020'
 LA2020'AZIMUTH MARK STAMPED BLUFFTON 1955, FLUSH, IS ABOUT 0.3 MILE
 LA2020'N 05 DEG 52 MIN E FROM THE STATION, 0.2 MILE W. OF
 LA2020'INTERSECTION OF LANCASTER AND BOND STREETS, 28 FEET S OF CENTER
 LA2020'LINE OF LANCASTER STREET, 2.3 FEET LOWER THAN SAME, 4 FEET SSW OF
 LA2020'CREOSOPOWER POLE (TRANSFORMER), AND PRESENTLY OBSTRUCTED BY
 LA2020'TWO HOUSES ON LINE.
 LA2020
 LA2020                          STATION RECOVERY (1978)
 LA2020
 LA2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LA2020'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD
 LA2020'CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS
 LA2020'SALVAGED.  THERE WAS NO OBJECT VISIBLE TO ESTABLISH A NEW AZIMUTH
 LA2020'MARK.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 LA2020'THE STATION IS IN THE EAST EDGE OF THE CITY PARK, IT WAS AT ONE
 LA2020'TIME AN ATHLETIC FIELD FOR THE BLUFFTON HIGH SCHOOL.  THE PREVIOUS
 LA2020'DESCRIPTION IS ADEQUATE FOR RECOVERY OF STATION.
 LA2020'
 LA2020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE
 LA2020'OF BLUFFTON.
 LA2020'
 LA2020'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2023 ***********************************************************************
 LA2023  DESIGNATION -  BLUFFTON CO CTHSE CLOCK TOWER
 LA2023  PID         -  LA2023
 LA2023  STATE/COUNTY-  IN/WELLS
 LA2023  COUNTRY     -  US
 LA2023  USGS QUAD   -  BLUFFTON (2019)
 LA2023
 LA2023                         *CURRENT SURVEY CONTROL
 LA2023  ______________________________________________________________________
 LA2023* NAD 83(1997) POSITION- 40 44 22.23630(N) 085 10 18.09502(W)   ADJUSTED
 LA2023  ______________________________________________________________________
 LA2023  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LA2023  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 LA2023  HORZ ORDER      -  THIRD
 LA2023
 LA2023.The horizontal coordinates were established by classical geodetic methods
 LA2023.and adjusted by the National Geodetic Survey in May 1999.
 LA2023
 LA2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2023.GEOID18 height accuracy estimate available here.
 LA2023
 LA2023.Click photographs - Photos may exist for this station.
 LA2023
 LA2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2023
 LA2023. The following values were computed from the NAD 83(1997) position.
 LA2023
 LA2023;                    North         East     Units Scale Factor Converg.
 LA2023;SPC IN E     -   609,749.247   141,806.903   MT  0.99998817   +0 19 22.9
 LA2023;SPC IN E     - 2,000,485.65    465,244.81   sFT  0.99998817   +0 19 22.9
 LA2023;UTM  16      - 4,511,448.559   654,371.120   MT  0.99989332   +1 11 36.3
 LA2023
 LA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5437111448(NAD 83)
 LA2023
 LA2023                          SUPERSEDED SURVEY CONTROL
 LA2023
 LA2023  NAD 83(1995)-  40 44 22.23667(N)    085 10 18.10144(W) AD(       ) 3
 LA2023  NAD 83(1986)-  40 44 22.23864(N)    085 10 18.11052(W) AD(       ) 3
 LA2023  NAD 27      -  40 44 22.07200(N)    085 10 18.21200(W) AD(       ) 3
 LA2023
 LA2023.Superseded values are not recommended for survey control.
 LA2023
 LA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2023.See file dsdata.pdf to determine how the superseded data were derived.
 LA2023
 LA2023_MARKER: 55 = TOWER
 LA2023
 LA2023  HISTORY     - Date     Condition        Report By
 LA2023  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2023  HISTORY     - 1964     GOOD             CGS
 LA2023
 LA2023                          STATION DESCRIPTION
 LA2023
 LA2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2023'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF BLUFFTON.
 LA2023'
 LA2023'IT IS A LARGE BROWN BLOCK BUILDING 105 FEET HIGH WITH A CLOCK TOWER
 LA2023'ON THE NORTHEAST CORNER.
 LA2023'
 LA2023'THE POINT OBSERVED WAS THE HIGHEST POINT OF THE TOWER.
 LA2023
 LA2023                          STATION RECOVERY (1964)
 LA2023
 LA2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2023'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2021 ***********************************************************************
 LA2021  DESIGNATION -  BLUFFTON MUNICIPAL TANK
 LA2021  PID         -  LA2021
 LA2021  STATE/COUNTY-  IN/WELLS
 LA2021  COUNTRY     -  US
 LA2021  USGS QUAD   -  BLUFFTON (2019)
 LA2021
 LA2021                         *CURRENT SURVEY CONTROL
 LA2021  ______________________________________________________________________
 LA2021* NAD 83(1997) POSITION- 40 44 02.53087(N) 085 10 49.90065(W)   ADJUSTED
 LA2021  ______________________________________________________________________
 LA2021  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 LA2021  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 LA2021  HORZ ORDER      -  THIRD
 LA2021
 LA2021.The horizontal coordinates were established by classical geodetic methods
 LA2021.and adjusted by the National Geodetic Survey in May 1999.
 LA2021
 LA2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2021.GEOID18 height accuracy estimate available here.
 LA2021
 LA2021.Click photographs - Photos may exist for this station.
 LA2021
 LA2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2021
 LA2021. The following values were computed from the NAD 83(1997) position.
 LA2021
 LA2021;                    North         East     Units Scale Factor Converg.
 LA2021;SPC IN E     -   609,137.243   141,064.045   MT  0.99998741   +0 19 02.0
 LA2021;SPC IN E     - 1,998,477.77    462,807.62   sFT  0.99998741   +0 19 02.0
 LA2021;UTM  16      - 4,510,825.402   653,637.714   MT  0.99989054   +1 11 15.1
 LA2021
 LA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5363710825(NAD 83)
 LA2021
 LA2021                          SUPERSEDED SURVEY CONTROL
 LA2021
 LA2021  NAD 83(1995)-  40 44 02.53013(N)    085 10 49.90707(W) AD(       ) 3
 LA2021  NAD 83(1986)-  40 44 02.53271(N)    085 10 49.91614(W) AD(       ) 3
 LA2021  NAD 27      -  40 44 02.36000(N)    085 10 50.01600(W) AD(       ) 3
 LA2021
 LA2021.Superseded values are not recommended for survey control.
 LA2021
 LA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2021.See file dsdata.pdf to determine how the superseded data were derived.
 LA2021
 LA2021_MARKER: 53 = ELEVATED TANK
 LA2021
 LA2021  HISTORY     - Date     Condition        Report By
 LA2021  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2021  HISTORY     - 1964     GOOD             CGS
 LA2021
 LA2021                          STATION DESCRIPTION
 LA2021
 LA2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2021'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF TOWN ON INDIANA
 LA2021'STREET.  IT IS AN EIGHT
 LA2021'LEGGED STEEL STRUCTURE PAINTED SILVER.  IT IS 135 FEET HIGH.
 LA2021'THE POINT OBSERVED WAS THE APEX
 LA2021'OF THE TANK.
 LA2021
 LA2021                          STATION RECOVERY (1964)
 LA2021
 LA2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2021'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, ABOUT 0.5 MILE
 LA2021'W AND 0.4 MILE S OF THE COURTHOUSE IN BLUFFTON, 69 YARDS S OF CENTER
 LA2021'LINE OF W. WILEY AVENUE, ABOUT 25 YDS. W OF CENTER LINE OF S.
 LA2021'INDIANA STREET, AN EIGHT-LEGGED STEEL TANK, AN ESTIMATED 150 FEET
 LA2021'HIGH, BUILT IN 1946 ACCORDING TO PLATE NEAR BOTTOM OF MOST NNWLY OR
 LA2021'LADDER LEG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0908 ***********************************************************************
 ME0908  DESIGNATION -  BM
 ME0908  PID         -  ME0908
 ME0908  STATE/COUNTY-  IN/LA PORTE
 ME0908  COUNTRY     -  US
 ME0908  USGS QUAD   -  NEW CARLISLE (2019)
 ME0908
 ME0908                         *CURRENT SURVEY CONTROL
 ME0908  ______________________________________________________________________
 ME0908* NAD 83(1986) POSITION- 41 40 36.     (N) 086 36 16.     (W)   SCALED
 ME0908* NAVD 88 ORTHO HEIGHT -   248.43  (+/-2cm)      815.1   (feet) VERTCON3
 ME0908  ______________________________________________________________________
 ME0908  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 ME0908  VERT ORDER      -  ? (See Below)
 ME0908
 ME0908.The horizontal coordinates were scaled from a map and have
 ME0908.an estimated accuracy of +/- 6 seconds.
 ME0908
 ME0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0908
 ME0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0908.GEOID18 height accuracy estimate available here.
 ME0908
 ME0908.The vertical order pertains to the NGVD 29 superseded value.
 ME0908
 ME0908.Click photographs - Photos may exist for this station.
 ME0908
 ME0908;                    North         East    Units  Estimated Accuracy
 ME0908;SPC IN W     -   713,820.      939,880.      MT  (+/- 180 meters Scaled)
 ME0908
 ME0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM329139(NAD 83)
 ME0908
 ME0908                          SUPERSEDED SURVEY CONTROL
 ME0908
 ME0908  NGVD 29 (??/??/92)  248.532  (m)          815.39   (f) ADJ UNCH       
 ME0908
 ME0908.Superseded values are not recommended for survey control.
 ME0908
 ME0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0908.See file dsdata.pdf to determine how the superseded data were derived.
 ME0908
 ME0908_MARKER: Q = CHISELED SQUARE
 ME0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0908_SP_SET: SEMAPHORE BASE
 ME0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0908
 ME0908  HISTORY     - Date     Condition        Report By
 ME0908  HISTORY     - UNK      MONUMENTED       NYCRR
 ME0908  HISTORY     - 1946     GOOD             CGS
 ME0908
 ME0908                          STATION DESCRIPTION
 ME0908
 ME0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0908'7.6 MI E FROM LA PORTE.
 ME0908'7.6 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0908'STATION AT LA PORTE, LA PORTE COUNTY, 0.6 MILE EAST OF THE
 ME0908'STATION AT ROLLING PRAIRIE, 12 RAILS WEST OF MILEPOST C 67, 2-1/2
 ME0908'RAILS EAST OF THE BRIDGE OVER A CONCRETE ROAD (FORMERLY U.S.
 ME0908'HIGHWAY 20), ABOUT 3/4 MILE EAST OF THE 1942 CROSSING OF THE
 ME0908'HIGHWAY, AT SEMAPHORE 473.2, ON THE CONCRETE FOUNDATION, AND
 ME0908'6 YARDS SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK.   A
 ME0908'CHISELED SQUARE, MARKED BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0784 ***********************************************************************
 MD0784  DESIGNATION -  BM
 MD0784  PID         -  MD0784
 MD0784  STATE/COUNTY-  IN/ALLEN
 MD0784  COUNTRY     -  US
 MD0784  USGS QUAD   -  CEDARVILLE (2019)
 MD0784
 MD0784                         *CURRENT SURVEY CONTROL
 MD0784  ______________________________________________________________________
 MD0784* NAD 83(1986) POSITION- 41 13 38.     (N) 085 00 34.     (W)   SCALED
 MD0784* NAVD 88 ORTHO HEIGHT -   239.407 (meters)      785.45  (feet) ADJUSTED
 MD0784  ______________________________________________________________________
 MD0784  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 MD0784  DYNAMIC HEIGHT  -        239.310 (meters)      785.14  (feet) COMP
 MD0784  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 MD0784
 MD0784  VERT ORDER      -  SECOND    CLASS 0
 MD0784
 MD0784.The horizontal coordinates were scaled from a map and have
 MD0784.an estimated accuracy of +/- 6 seconds.
 MD0784
 MD0784.The orthometric height was determined by differential leveling and
 MD0784.adjusted by the NATIONAL GEODETIC SURVEY
 MD0784.in June 1991.
 MD0784
 MD0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0784.GEOID18 height accuracy estimate available here.
 MD0784
 MD0784.Click photographs - Photos may exist for this station.
 MD0784
 MD0784.The dynamic height is computed by dividing the NAVD 88
 MD0784.geopotential number by the normal gravity value computed on the
 MD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0784.degrees latitude (g = 980.6199 gals.).
 MD0784
 MD0784.The modeled gravity was interpolated from observed gravity values.
 MD0784
 MD0784;                    North         East    Units  Estimated Accuracy
 MD0784;SPC IN E     -   664,000.      155,100.      MT  (+/- 180 meters Scaled)
 MD0784
 MD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL668658(NAD 83)
 MD0784
 MD0784                          SUPERSEDED SURVEY CONTROL
 MD0784
 MD0784  NGVD 29 (??/??/92)  239.557  (m)          785.95   (f) ADJ UNCH    2 0
 MD0784
 MD0784.Superseded values are not recommended for survey control.
 MD0784
 MD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0784.See file dsdata.pdf to determine how the superseded data were derived.
 MD0784
 MD0784_MARKER: DD = SURVEY DISK
 MD0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0784_SP_SET: BRIDGE
 MD0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0784
 MD0784  HISTORY     - Date     Condition        Report By
 MD0784  HISTORY     - UNK      MONUMENTED       INHD
 MD0784  HISTORY     - 1961     GOOD             CGS
 MD0784
 MD0784                          STATION DESCRIPTION
 MD0784
 MD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0784'0.3 MI NE FROM LEO.
 MD0784'ABOUT 0.3 MILE NE ALONG NO. 1 INDIANA HIGHWAY FROM ITS
 MD0784'INTERSECTION WITH HOSLER ROAD AT THE WESTERLY END OF THE RIVER
 MD0784'BRIDGE IN LEO, AT A 25-FOOT CONCRETE ARCH BRIDGE, 18-1/2 FEET
 MD0784'NW OF CENTER LINE OF 20-FOOT CONCRETE HWY. PAVEMENT, ABOUT
 MD0784'LEVEL WITH SAME, 1.0 FEET NW OF NW EDGE OF PARAPET WALL IN TOP
 MD0784'OF MOST WESTERLY WINGWALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0358 ***********************************************************************
 MD0358  DESIGNATION -  BM
 MD0358  PID         -  MD0358
 MD0358  STATE/COUNTY-  IN/DE KALB
 MD0358  COUNTRY     -  US
 MD0358  USGS QUAD   -  SAINT JOE (2019)
 MD0358
 MD0358                         *CURRENT SURVEY CONTROL
 MD0358  ______________________________________________________________________
 MD0358* NAD 83(1986) POSITION- 41 16 05.     (N) 084 56 29.     (W)   SCALED
 MD0358* NAVD 88 ORTHO HEIGHT -   241.131 (meters)      791.11  (feet) ADJUSTED
 MD0358  ______________________________________________________________________
 MD0358  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 MD0358  DYNAMIC HEIGHT  -        241.034 (meters)      790.79  (feet) COMP
 MD0358  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 MD0358
 MD0358  VERT ORDER      -  SECOND    CLASS 0
 MD0358
 MD0358.The horizontal coordinates were scaled from a map and have
 MD0358.an estimated accuracy of +/- 6 seconds.
 MD0358
 MD0358.The orthometric height was determined by differential leveling and
 MD0358.adjusted by the NATIONAL GEODETIC SURVEY
 MD0358.in June 1991.
 MD0358
 MD0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0358.GEOID18 height accuracy estimate available here.
 MD0358
 MD0358.Click photographs - Photos may exist for this station.
 MD0358
 MD0358.The dynamic height is computed by dividing the NAVD 88
 MD0358.geopotential number by the normal gravity value computed on the
 MD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0358.degrees latitude (g = 980.6199 gals.).
 MD0358
 MD0358.The modeled gravity was interpolated from observed gravity values.
 MD0358
 MD0358;                    North         East    Units  Estimated Accuracy
 MD0358;SPC IN E     -   668,580.      160,770.      MT  (+/- 180 meters Scaled)
 MD0358
 MD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL724705(NAD 83)
 MD0358
 MD0358                          SUPERSEDED SURVEY CONTROL
 MD0358
 MD0358  NGVD 29 (??/??/92)  241.279  (m)          791.60   (f) ADJ UNCH    2 0
 MD0358
 MD0358.Superseded values are not recommended for survey control.
 MD0358
 MD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0358.See file dsdata.pdf to determine how the superseded data were derived.
 MD0358
 MD0358_MARKER: DD = SURVEY DISK
 MD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0358_MARK LOGO: INHD
 MD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0358+STABILITY: SURFACE MOTION
 MD0358
 MD0358  HISTORY     - Date     Condition        Report By
 MD0358  HISTORY     - UNK      MONUMENTED       INHD
 MD0358  HISTORY     - 1962     GOOD             CGS
 MD0358
 MD0358                          STATION DESCRIPTION
 MD0358
 MD0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0358'1.4 MI SW FROM SPENCERVILLE.
 MD0358'ABOUT 1.4 MILES SW ALONG NO. 1 INDIANA HWY. FROM THE MAIN CORNER
 MD0358'IN SPENCERVILLE, 50 FEET N OF CENTER LINE OF COUNTY LINE ROAD,
 MD0358'32 FEET N OF THE PROJECTED CENTER LINE OF THE LONG TANGENT OF
 MD0358'COUNTY LINE ROAD FROM THE W, 43 FEET WNW OF CENTER LINE OF THE
 MD0358'HWY., ABOUT 6.6 FEET LOWER THAN TOP OF SAME, 24.7 FEET SSE OF
 MD0358'CENTER OF NO. 0471-3 POWER POLE, AND PROJECTING 0.4 FOOT ABOVE
 MD0358'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1409 ***********************************************************************
 LA1409  DESIGNATION -  BM
 LA1409  PID         -  LA1409
 LA1409  STATE/COUNTY-  IN/GRANT
 LA1409  COUNTRY     -  US
 LA1409  USGS QUAD   -  GAS CITY (2019)
 LA1409
 LA1409                         *CURRENT SURVEY CONTROL
 LA1409  ______________________________________________________________________
 LA1409* NAD 83(1986) POSITION- 40 28 26.     (N) 085 33 28.     (W)   SCALED
 LA1409* NAVD 88 ORTHO HEIGHT -   266.121 (meters)      873.10  (feet) ADJUSTED
 LA1409  ______________________________________________________________________
 LA1409  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 LA1409  DYNAMIC HEIGHT  -        265.985 (meters)      872.65  (feet) COMP
 LA1409  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 LA1409
 LA1409  VERT ORDER      -  SECOND    CLASS 0
 LA1409
 LA1409.The horizontal coordinates were scaled from a map and have
 LA1409.an estimated accuracy of +/- 6 seconds.
 LA1409
 LA1409.The orthometric height was determined by differential leveling and
 LA1409.adjusted by the NATIONAL GEODETIC SURVEY
 LA1409.in June 1991.
 LA1409
 LA1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1409.GEOID18 height accuracy estimate available here.
 LA1409
 LA1409.Click photographs - Photos may exist for this station.
 LA1409
 LA1409.The dynamic height is computed by dividing the NAVD 88
 LA1409.geopotential number by the normal gravity value computed on the
 LA1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1409.degrees latitude (g = 980.6199 gals.).
 LA1409
 LA1409.The modeled gravity was interpolated from observed gravity values.
 LA1409
 LA1409;                    North         East    Units  Estimated Accuracy
 LA1409;SPC IN E     -   580,140.      109,230.      MT  (+/- 180 meters Scaled)
 LA1409
 LA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK222813(NAD 83)
 LA1409
 LA1409                          SUPERSEDED SURVEY CONTROL
 LA1409
 LA1409  NGVD 29 (??/??/92)  266.252  (m)          873.53   (f) ADJ UNCH    2 0
 LA1409
 LA1409.Superseded values are not recommended for survey control.
 LA1409
 LA1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1409.See file dsdata.pdf to determine how the superseded data were derived.
 LA1409
 LA1409_MARKER: Z = SEE DESCRIPTION
 LA1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1409_SP_SET: BRIDGE WALL
 LA1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1409+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 LA1409
 LA1409  HISTORY     - Date     Condition        Report By
 LA1409  HISTORY     - UNK      MONUMENTED       PRR
 LA1409  HISTORY     - 1934     GOOD             CGS
 LA1409  HISTORY     - 20090323 GOOD             GEOCAC
 LA1409
 LA1409                          STATION DESCRIPTION
 LA1409
 LA1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1409'3.5 MI W FROM UPLAND.
 LA1409'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1409'AT UPLAND, GRANT COUNTY, AT BRIDGE 148.41 OVER A DIRT ROAD, IN
 LA1409'THE NORTHEAST CORNER OF THE CONCRETE BACK WALL, 10.7 FEET NORTH
 LA1409'OF THE NORTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
 LA1409'A COPPER SQUARE.
 LA1409
 LA1409                          STATION RECOVERY (2009)
 LA1409
 LA1409'RECOVERY NOTE BY GEOCACHING 2009 (PJS)
 LA1409'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1997 ***********************************************************************
 HZ1997  DESIGNATION -  BM
 HZ1997  PID         -  HZ1997
 HZ1997  STATE/COUNTY-  IN/SWITZERLAND
 HZ1997  COUNTRY     -  US
 HZ1997  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1997
 HZ1997                         *CURRENT SURVEY CONTROL
 HZ1997  ______________________________________________________________________
 HZ1997* NAD 83(1997) POSITION- 38 43 37.89979(N) 085 06 12.66986(W)   ADJUSTED
 HZ1997* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 HZ1997  ______________________________________________________________________
 HZ1997  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 HZ1997  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 HZ1997  HORZ ORDER      -  SECOND
 HZ1997
 HZ1997.The horizontal coordinates were established by classical geodetic methods
 HZ1997.and adjusted by the National Geodetic Survey in May 1999.
 HZ1997
 HZ1997.The orthometric height was scaled from a topographic map.
 HZ1997
 HZ1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1997.GEOID18 height accuracy estimate available here.
 HZ1997
 HZ1997.Click photographs - Photos may exist for this station.
 HZ1997
 HZ1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1997
 HZ1997. The following values were computed from the NAD 83(1997) position.
 HZ1997
 HZ1997;                    North         East     Units Scale Factor Converg.
 HZ1997;SPC IN E     -   386,362.922   148,968.737   MT  0.99999618   +0 21 08.3
 HZ1997;SPC IN E     - 1,267,592.35    488,741.60   sFT  0.99999618   +0 21 08.3
 HZ1997;SPC KY1Z     - 1,265,882.453 1,556,217.104   MT  1.00001515   +0 23 48.9
 HZ1997;SPC KY1Z     - 4,153,149.35  5,105,688.95   sFT  1.00001515   +0 23 48.9
 HZ1997;SPC KY N     -   136,560.779   425,782.718   MT  0.99997234   -0 31 51.4
 HZ1997;SPC KY N     -   448,033.16  1,396,922.13   sFT  0.99997234   -0 31 51.4
 HZ1997;UTM  16      - 4,288,210.990   664,854.928   MT  0.99993467   +1 11 12.2
 HZ1997
 HZ1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1997!SPC IN E     -   0.99998275  x   0.99999618  =   0.99997894
 HZ1997!SPC KY1Z     -   0.99998275  x   1.00001515  =   0.99999790
 HZ1997!SPC KY N     -   0.99998275  x   0.99997234  =   0.99995510
 HZ1997!UTM  16      -   0.99998275  x   0.99993467  =   0.99991743
 HZ1997
 HZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6485488210(NAD 83)
 HZ1997
 HZ1997                          SUPERSEDED SURVEY CONTROL
 HZ1997
 HZ1997  NAD 83(1995)-  38 43 37.90036(N)    085 06 12.66810(W) AD(       ) 2
 HZ1997  NAD 83(1993)-  38 43 37.90102(N)    085 06 12.66936(W) AD(       ) 2
 HZ1997  NAD 83(1986)-  38 43 37.90181(N)    085 06 12.67697(W) AD(       ) 2
 HZ1997  NAD 27      -  38 43 37.67600(N)    085 06 12.84800(W) AD(       ) 2
 HZ1997
 HZ1997.Superseded values are not recommended for survey control.
 HZ1997
 HZ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1997.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1997
 HZ1997_MARKER: P = PIPE CAP
 HZ1997_SETTING: 0 = UNSPECIFIED SETTING
 HZ1997
 HZ1997  HISTORY     - Date     Condition        Report By
 HZ1997  HISTORY     - 1947     MONUMENTED       USACE
 HZ1997
 HZ1997                          STATION DESCRIPTION
 HZ1997
 HZ1997'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1947 (FXP)
 HZ1997'THIS IS A TRAVERSE STATION.
 HZ1997'
 HZ1997'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF VEVAY ON PROPERTY
 HZ1997'OWNED BY ROLLIE MCKAY. IT IS 22 FEET NORTH OF THE CENTERLINE OF
 HZ1997'STATE HIGHWAY 56, AND 6 FEET EAST-NORTHEAST OF A GATE POST. THE MARK
 HZ1997'IS A 2-INCH IRON CAP COVERING A 2-INCH PIPE PROJECTING 2
 HZ1997'INCHES, AND THE CAP IS NOT STAMPED.
 HZ1997'
 HZ1997'A TRAVERSE WAS MADE FROM TRIANGULATION STATION MC KAY TO THE B.M. THE
 HZ1997'B.M. IS 47.265 METERS 155.07 FEET EAST-NORTHEAST OF
 HZ1997'THE STATION.
 HZ1997'
 HZ1997'TO REACH THE B.M.FROM THE SWITZERLAND COUNTY COURT HOUSE IN VEVAY, GO
 HZ1997'SOUTHWEST ON STATE HIGHWAY 56 FOR 2.4 MILES TO THE MARK ON THE
 HZ1997'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0192 ***********************************************************************
 JB0192  DESIGNATION -  BM 102
 JB0192  PID         -  JB0192
 JB0192  STATE/COUNTY-  IN/POSEY
 JB0192  COUNTRY     -  US
 JB0192  USGS QUAD   -  MAUNIE (2018)
 JB0192
 JB0192                         *CURRENT SURVEY CONTROL
 JB0192  ______________________________________________________________________
 JB0192* NAD 83(1986) POSITION- 38 02 44.     (N) 088 02 04.     (W)   SCALED
 JB0192* NAVD 88 ORTHO HEIGHT -   113.246 (meters)      371.54  (feet) ADJUSTED
 JB0192  ______________________________________________________________________
 JB0192  GEOID HEIGHT    -        -30.599 (meters)                     GEOID18
 JB0192  DYNAMIC HEIGHT  -        113.169 (meters)      371.29  (feet) COMP
 JB0192  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 JB0192
 JB0192  VERT ORDER      -  FIRST     CLASS II
 JB0192
 JB0192.The horizontal coordinates were scaled from a map and have
 JB0192.an estimated accuracy of +/- 6 seconds.
 JB0192
 JB0192.The orthometric height was determined by differential leveling and
 JB0192.adjusted by the NATIONAL GEODETIC SURVEY
 JB0192.in June 1991.
 JB0192
 JB0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0192.GEOID18 height accuracy estimate available here.
 JB0192
 JB0192.Click photographs - Photos may exist for this station.
 JB0192
 JB0192.The dynamic height is computed by dividing the NAVD 88
 JB0192.geopotential number by the normal gravity value computed on the
 JB0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0192.degrees latitude (g = 980.6199 gals.).
 JB0192
 JB0192.The modeled gravity was interpolated from observed gravity values.
 JB0192
 JB0192;                    North         East    Units  Estimated Accuracy
 JB0192;SPC IN W     -   310,980.      816,520.      MT  (+/- 180 meters Scaled)
 JB0192
 JB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH092113(NAD 83)
 JB0192
 JB0192                          SUPERSEDED SURVEY CONTROL
 JB0192
 JB0192  NGVD 29 (??/??/92)  113.362  (m)          371.92   (f) ADJ UNCH    1 2
 JB0192
 JB0192.Superseded values are not recommended for survey control.
 JB0192
 JB0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0192.See file dsdata.pdf to determine how the superseded data were derived.
 JB0192
 JB0192_MARKER: P = PIPE CAP
 JB0192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0192
 JB0192  HISTORY     - Date     Condition        Report By
 JB0192  HISTORY     - UNK      MONUMENTED       USACE
 JB0192  HISTORY     - 1954     GOOD             CGS
 JB0192
 JB0192                          STATION DESCRIPTION
 JB0192
 JB0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0192'10.6 MI SW FROM NEW HARMONY.
 JB0192'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 JB0192'OF U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0192'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0192'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0192'TO ROAD JUNCTION AND MC FADEN CEMETERY, THENCE ABOUT 2.25 MILES
 JB0192'WEST ALONG A DIRT ROAD, ON THE LEFT BANK OF WABASH RIVER, LOCATED
 JB0192'ON A LARGE CRIB MOUND LOCALLY KNOWN AS ALDRICH MOUND, BETWEEN
 JB0192'A CRIB AND A TWO-ROOM FRAME HOUSE, 7 FEET NORTH OF NORTHEAST
 JB0192'CORNER OF CRIB, 3 FEET WEST OF CONCRETE RETAINING WALL ALONG EAST
 JB0192'SIDE OF MOUND, 5.8 FEET SOUTHWEST OF SOUTHEAST CORNER OF FRAME
 JB0192'HOUSE, 2 1/4 FEET EAST OF P.B.M. ALDRICH (U.S.E.), AND PROJECTING
 JB0192'ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0940 ***********************************************************************
 MD0940  DESIGNATION -  BM 922.6
 MD0940  PID         -  MD0940
 MD0940  STATE/COUNTY-  IN/WHITLEY
 MD0940  COUNTRY     -  US
 MD0940  USGS QUAD   -  MERRIAM (2019)
 MD0940
 MD0940                         *CURRENT SURVEY CONTROL
 MD0940  ______________________________________________________________________
 MD0940* NAD 83(1986) POSITION- 41 15 53.     (N) 085 23 36.     (W)   SCALED
 MD0940* NAVD 88 ORTHO HEIGHT -   281.048 (meters)      922.07  (feet) ADJUSTED
 MD0940  ______________________________________________________________________
 MD0940  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 MD0940  DYNAMIC HEIGHT  -        280.940 (meters)      921.72  (feet) COMP
 MD0940  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 MD0940
 MD0940  VERT ORDER      -  SECOND    CLASS 0
 MD0940
 MD0940.The horizontal coordinates were scaled from a map and have
 MD0940.an estimated accuracy of +/- 6 seconds.
 MD0940
 MD0940.The orthometric height was determined by differential leveling and
 MD0940.adjusted by the NATIONAL GEODETIC SURVEY
 MD0940.in June 1991.
 MD0940
 MD0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0940.GEOID18 height accuracy estimate available here.
 MD0940
 MD0940.Click photographs - Photos may exist for this station.
 MD0940
 MD0940.The dynamic height is computed by dividing the NAVD 88
 MD0940.geopotential number by the normal gravity value computed on the
 MD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0940.degrees latitude (g = 980.6199 gals.).
 MD0940
 MD0940.The modeled gravity was interpolated from observed gravity values.
 MD0940
 MD0940;                    North         East    Units  Estimated Accuracy
 MD0940;SPC IN E     -   667,990.      122,900.      MT  (+/- 180 meters Scaled)
 MD0940
 MD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL345693(NAD 83)
 MD0940
 MD0940                          SUPERSEDED SURVEY CONTROL
 MD0940
 MD0940  NGVD 29 (??/??/92)  281.200  (m)          922.57   (f) ADJ UNCH    2 0
 MD0940
 MD0940.Superseded values are not recommended for survey control.
 MD0940
 MD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0940.See file dsdata.pdf to determine how the superseded data were derived.
 MD0940
 MD0940_MARKER: Q = CHISELED SQUARE
 MD0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0940_SP_SET: FOUNDATION
 MD0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0940
 MD0940  HISTORY     - Date     Condition        Report By
 MD0940  HISTORY     - UNK      MONUMENTED       USGS
 MD0940  HISTORY     - 1961     GOOD             CGS
 MD0940
 MD0940                          STATION DESCRIPTION
 MD0940
 MD0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0940'2.7 MI SE FROM MERRIAM.
 MD0940'ABOUT 2.7 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0940'INTERSECTION WITH NO. 9 INDIANA HIGHWAY AT MERRIAM, AT THE
 MD0940'Y-JUNCTION WITH E-W NO. 102 INDIANA HWY. WHICH HERE MARKS THE
 MD0940'NOBLE-WHITLEY COUNTY LINE, 45 FEET S OF CENTER LINE OF NO. 102
 MD0940'HWY., 35-1/2 FEET SW OF CENTER LINE OF NO. 33 HWY., A 0.1-FOOT
 MD0940'SQUARE CHISELED 0.2 FOOT SW OF CENTER OF NE EDGE OF 1.2- BY
 MD0940'1.7-FOOT CONCRETE BLOCK BEARING 4 NOW-UNUSED ANCHOR BOLTS THAT
 MD0940'EVIDENTLY WAS FOUNDATION OF LIGHT OR SIGN, AND 0.5 FOOT ABOVE
 MD0940'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0503 ***********************************************************************
 KA0503  DESIGNATION -  BM IND HC
 KA0503  PID         -  KA0503
 KA0503  STATE/COUNTY-  IN/OWEN
 KA0503  COUNTRY     -  US
 KA0503  USGS QUAD   -  POLAND (2019)
 KA0503
 KA0503                         *CURRENT SURVEY CONTROL
 KA0503  ______________________________________________________________________
 KA0503* NAD 83(1986) POSITION- 39 26 38.     (N) 086 56 27.     (W)   SCALED
 KA0503* NAVD 88 ORTHO HEIGHT -   197.570 (meters)      648.19  (feet) ADJUSTED
 KA0503  ______________________________________________________________________
 KA0503  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KA0503  DYNAMIC HEIGHT  -        197.457 (meters)      647.82  (feet) COMP
 KA0503  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA0503
 KA0503  VERT ORDER      -  SECOND    CLASS 0
 KA0503
 KA0503.The horizontal coordinates were scaled from a map and have
 KA0503.an estimated accuracy of +/- 6 seconds.
 KA0503
 KA0503.The orthometric height was determined by differential leveling and
 KA0503.adjusted by the NATIONAL GEODETIC SURVEY
 KA0503.in June 1991.
 KA0503
 KA0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0503.GEOID18 height accuracy estimate available here.
 KA0503
 KA0503.Click photographs - Photos may exist for this station.
 KA0503
 KA0503.The dynamic height is computed by dividing the NAVD 88
 KA0503.geopotential number by the normal gravity value computed on the
 KA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0503.degrees latitude (g = 980.6199 gals.).
 KA0503
 KA0503.The modeled gravity was interpolated from observed gravity values.
 KA0503
 KA0503;                    North         East    Units  Estimated Accuracy
 KA0503;SPC IN W     -   465,790.      912,270.      MT  (+/- 180 meters Scaled)
 KA0503
 KA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ050660(NAD 83)
 KA0503
 KA0503                          SUPERSEDED SURVEY CONTROL
 KA0503
 KA0503  NGVD 29 (??/??/92)  197.688  (m)          648.58   (f) ADJ UNCH    2 0
 KA0503
 KA0503.Superseded values are not recommended for survey control.
 KA0503
 KA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0503.See file dsdata.pdf to determine how the superseded data were derived.
 KA0503
 KA0503_MARKER: DD = SURVEY DISK
 KA0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0503_SP_SET: BRIDGE
 KA0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0503
 KA0503  HISTORY     - Date     Condition        Report By
 KA0503  HISTORY     - UNK      MONUMENTED       INHD
 KA0503  HISTORY     - 1946     GOOD             CGS
 KA0503
 KA0503                          STATION DESCRIPTION
 KA0503
 KA0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0503'0.5 MI E FROM POLAND.
 KA0503'0.8 MILE EAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0503'POLAND, ABOUT 100 FEET EAST OF THE CLAY - OWEN COUNTY LINE,
 KA0503'SET IN THE NORTH END OF THE WEST WING WALL OF A BRIDGE THAT
 KA0503'IS NOW UNDER CONSTRUCTION.  NO OTHER PERMANENT DISTANCES CAN BE
 KA0503'GIVEN AS THE BRIDGE IS NOT COMPLETED.  AN INDIANA STATE HIGHWAY
 KA0503'COMMISSION STANDARD DISK, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1990 ***********************************************************************
 HZ1990  DESIGNATION -  BODLE
 HZ1990  PID         -  HZ1990
 HZ1990  STATE/COUNTY-  IN/SWITZERLAND
 HZ1990  COUNTRY     -  US
 HZ1990  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1990
 HZ1990                         *CURRENT SURVEY CONTROL
 HZ1990  ______________________________________________________________________
 HZ1990* NAD 83(1997) POSITION- 38 48 53.19190(N) 085 04 00.99546(W)   ADJUSTED
 HZ1990* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 HZ1990  ______________________________________________________________________
 HZ1990  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 HZ1990  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 HZ1990  HORZ ORDER      -  SECOND
 HZ1990
 HZ1990.The horizontal coordinates were established by classical geodetic methods
 HZ1990.and adjusted by the National Geodetic Survey in May 1999.
 HZ1990
 HZ1990.The orthometric height was scaled from a topographic map.
 HZ1990
 HZ1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1990.GEOID18 height accuracy estimate available here.
 HZ1990
 HZ1990.Click photographs - Photos may exist for this station.
 HZ1990
 HZ1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1990
 HZ1990. The following values were computed from the NAD 83(1997) position.
 HZ1990
 HZ1990;                    North         East     Units Scale Factor Converg.
 HZ1990;SPC IN E     -   396,105.387   152,085.537   MT  1.00000006   +0 22 33.3
 HZ1990;SPC IN E     - 1,299,555.76    498,967.30   sFT  1.00000006   +0 22 33.3
 HZ1990;SPC KY1Z     - 1,275,627.591 1,559,326.505   MT  1.00003907   +0 25 09.7
 HZ1990;SPC KY1Z     - 4,185,121.52  5,115,890.38   sFT  1.00003907   +0 25 09.7
 HZ1990;SPC KY N     -   146,253.805   429,049.329   MT  0.99998043   -0 30 29.5
 HZ1990;SPC KY N     -   479,834.36  1,407,639.34   sFT  0.99998043   -0 30 29.5
 HZ1990;UTM  16      - 4,297,997.292   667,829.213   MT  0.99994685   +1 12 43.0
 HZ1990
 HZ1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1990!SPC IN E     -   0.99996440  x   1.00000006  =   0.99996446
 HZ1990!SPC KY1Z     -   0.99996440  x   1.00003907  =   1.00000347
 HZ1990!SPC KY N     -   0.99996440  x   0.99998043  =   0.99994483
 HZ1990!UTM  16      -   0.99996440  x   0.99994685  =   0.99991125
 HZ1990
 HZ1990:                Primary Azimuth Mark                     Grid Az
 HZ1990:SPC IN E     -  BODLE AZ MK                              201 40 51.8
 HZ1990:SPC KY1Z     -  BODLE AZ MK                              201 38 15.4
 HZ1990:SPC KY N     -  BODLE AZ MK                              202 33 54.6
 HZ1990:UTM  16      -  BODLE AZ MK                              200 50 42.1
 HZ1990
 HZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6782997997(NAD 83)
 HZ1990
 HZ1990|---------------------------------------------------------------------|
 HZ1990| PID    Reference Object                     Distance      Geod. Az  |
 HZ1990|                                                           dddmmss.s |
 HZ1990| CG7210 BODLE RM 1                           27.401 METERS 04131     |
 HZ1990| HZ1992 W 29                                137.393 METERS 07011     |
 HZ1990| CG7211 BODLE RM 2                           26.383 METERS 18836     |
 HZ1990| CG7209 BODLE AZ MK                                        2020325.1 |
 HZ1990|---------------------------------------------------------------------|
 HZ1990
 HZ1990                          SUPERSEDED SURVEY CONTROL
 HZ1990
 HZ1990  NAD 83(1995)-  38 48 53.19154(N)    085 04 00.99472(W) AD(       ) 2
 HZ1990  NAD 83(1993)-  38 48 53.19251(N)    085 04 00.99655(W) AD(       ) 2
 HZ1990  NAD 83(1986)-  38 48 53.19229(N)    085 04 01.00368(W) AD(       ) 2
 HZ1990  NAD 27      -  38 48 52.96800(N)    085 04 01.17600(W) AD(       ) 2
 HZ1990
 HZ1990.Superseded values are not recommended for survey control.
 HZ1990
 HZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1990.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1990
 HZ1990_MARKER: DS = TRIANGULATION STATION DISK
 HZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1990_STAMPING: BODLE 1947
 HZ1990_MARK LOGO: CGS
 HZ1990_PROJECTION: FLUSH
 HZ1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1990+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2018
 HZ1990
 HZ1990  HISTORY     - Date     Condition        Report By
 HZ1990  HISTORY     - 1947     MONUMENTED       CGS
 HZ1990  HISTORY     - 20180405 GOOD             MCA
 HZ1990
 HZ1990                          STATION DESCRIPTION
 HZ1990
 HZ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1990'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF VEVAY AND ON LAND
 HZ1990'OWNED BY MR. TOM BODLE. IT IS ABOUT 100 YARDS WEST OF MR.
 HZ1990'BODLES FARM BUILDINGS 85 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 HZ1990'STATE HIGHWAY 56, 58 FEET SOUTHEAST OF A FENCE CORNER, AND 13 FEET
 HZ1990'EAST OF A WITNESS POST AND A WIRE FENCE. THE MARK PROJECTS 4 INCHES,
 HZ1990'AND THE DISK IS STAMPED BODLE 1947.
 HZ1990'
 HZ1990'REFERENCE MARK NO. 1 IS 89.90 FEET NORTHEAST OF THE STATION, 17 FEET
 HZ1990'SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 6
 HZ1990'INCHES SOUTH OF A WIRE FENCE. THE MARK PROJECTS 5 INCHES, AND THE
 HZ1990'DISK IS STAMPED BODLE NO 1 1947.
 HZ1990'
 HZ1990'REFERENCE MARK NO. 2 IS 86.56 FEET SOUTH OF THE STATION AND 6 INCHES,
 HZ1990'EAST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE
 HZ1990'DISK IS STAMPED BODLE NO 2 1947.
 HZ1990'
 HZ1990'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION BODLE TO
 HZ1990'U.S.G.S. W29 1938-839. IT IS 450.76 FEET EAST-NORTHEAST
 HZ1990'OF STATION BODLE, 26 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 HZ1990'PAVED ROAD. 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 HZ1990'STATE HIGHWAY 56, AND 9.6 FEET SOUTHWEST OF A TELEPHONE POLE. THE
 HZ1990'MARK IS A STANDARD 4 BY 4 CONCRETE POST AND BRONZE DISK,
 HZ1990'PROJECTING 5 INCHES, AND THE DISK IS STAMPED W29 1938 839.
 HZ1990'
 HZ1990'THE AZIMUTH MARK IS 1.15 MILES EAST-SOUTHEAST OF THE STATION VIA
 HZ1990'STATE HIGHWAY 56. IT IS 19 FEET WEST OF THE APPROXIMATE
 HZ1990'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST, AND
 HZ1990'1.5 FT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES,
 HZ1990'AND THE DISK IS STAMPED BODLE 1947.
 HZ1990'
 HZ1990'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 156 AND 56 IN
 HZ1990'VEVAY, GO NORTH ON THE LATTER FOR 4 MILES TO THE SMALL
 HZ1990'SETTLEMENT OF MT. STERLING. CONTINUE ON THE HIGHWAY 1.8 MILES TO A
 HZ1990'SMALL KNOLL ON THE RIGHT AND THE STATION. THIS IS ABOUT
 HZ1990'150 YARDS WEST OF A SIDE ROAD TO THE LEFT.
 HZ1990'
 HZ1990'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1990
 HZ1990                          STATION RECOVERY (2018)
 HZ1990
 HZ1990'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1927 ***********************************************************************
 JA1927  DESIGNATION -  BOGGS
 JA1927  PID         -  JA1927
 JA1927  STATE/COUNTY-  IN/MARTIN
 JA1927  COUNTRY     -  US
 JA1927  USGS QUAD   -  LOOGOOTEE (2019)
 JA1927
 JA1927                         *CURRENT SURVEY CONTROL
 JA1927  ______________________________________________________________________
 JA1927* NAD 83(1997) POSITION- 38 44 50.22116(N) 086 54 50.96004(W)   ADJUSTED
 JA1927* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 JA1927  ______________________________________________________________________
 JA1927  GEOID HEIGHT    -        -32.720 (meters)                     GEOID18
 JA1927  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JA1927  HORZ ORDER      -  THIRD
 JA1927
 JA1927.The horizontal coordinates were established by classical geodetic methods
 JA1927.and adjusted by the National Geodetic Survey in May 1999.
 JA1927
 JA1927.The orthometric height was scaled from a topographic map.
 JA1927
 JA1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1927.GEOID18 height accuracy estimate available here.
 JA1927
 JA1927.Click photographs - Photos may exist for this station.
 JA1927
 JA1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1927
 JA1927. The following values were computed from the NAD 83(1997) position.
 JA1927
 JA1927;                    North         East     Units Scale Factor Converg.
 JA1927;SPC IN W     -   388,455.999   914,706.765   MT  0.99996933   +0 06 21.2
 JA1927;SPC IN W     - 1,274,459.39  3,001,000.44   sFT  0.99996933   +0 06 21.2
 JA1927;UTM  16      - 4,288,736.485   507,459.791   MT  0.99960069   +0 03 13.4
 JA1927
 JA1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1927!SPC IN W     -   0.99997942  x   0.99996933  =   0.99994875
 JA1927!UTM  16      -   0.99997942  x   0.99960069  =   0.99958012
 JA1927
 JA1927:                Primary Azimuth Mark                     Grid Az
 JA1927:SPC IN W     -  BOGGS AZ MK                              010 01 25.0
 JA1927:UTM  16      -  BOGGS AZ MK                              010 04 32.8
 JA1927
 JA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0745988736(NAD 83)
 JA1927
 JA1927|---------------------------------------------------------------------|
 JA1927| PID    Reference Object                     Distance      Geod. Az  |
 JA1927|                                                           dddmmss.s |
 JA1927| CG7212 BOGGS AZ MK                                        0100746.2 |
 JA1927| CG7213 BOGGS RM 1                           11.186 METERS 02041     |
 JA1927| JA1941 MONTGOMERY ST MICHAELS CATH CH      APPROX.14.7 KM 2312934.3 |
 JA1927| CG7214 BOGGS RM 2                           25.451 METERS 29523     |
 JA1927|---------------------------------------------------------------------|
 JA1927
 JA1927                          SUPERSEDED SURVEY CONTROL
 JA1927
 JA1927  NAD 83(1986)-  38 44 50.22835(N)    086 54 50.96046(W) AD(       ) 3
 JA1927  NAD 27      -  38 44 50.05200(N)    086 54 50.94100(W) AD(       ) 3
 JA1927
 JA1927.Superseded values are not recommended for survey control.
 JA1927
 JA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1927.See file dsdata.pdf to determine how the superseded data were derived.
 JA1927
 JA1927_MARKER: DS = TRIANGULATION STATION DISK
 JA1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1927_STAMPING: BOGGS 1946
 JA1927_MARK LOGO: CGS
 JA1927_PROJECTION: RECESSED 30 CENTIMETERS
 JA1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1927+STABILITY: SURFACE MOTION
 JA1927
 JA1927  HISTORY     - Date     Condition        Report By
 JA1927  HISTORY     - 1946     MONUMENTED       CGS
 JA1927  HISTORY     - 1967     GOOD             CGS
 JA1927
 JA1927                          STATION DESCRIPTION
 JA1927
 JA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1927'STATION IS ALONG STATE HIGHWAY 45, ABOUT 5 MILES NORTH FROM LOOGOOTEE,
 JA1927'AT THE TOP OF A LOW GRADE.  IT IS 47 FEET EAST OF THE CENTERLINE OF
 JA1927'THE HIGHWAY, 5.5 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST AND 3
 JA1927'FEET EAST OF A WIRE FENCE LINE.  THE MARK IS A FOOT UNDERGROUND AND
 JA1927'THE DISK IS STAMPED BOGGS 1946.
 JA1927'
 JA1927'REFERNECE MARK NO 1 IS 36.70 FEET NORTH OF THE STATION, 45 FEET EAST
 JA1927'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A WIRE FENCE LINE.
 JA1927'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOGGS NO 1 1946.
 JA1927'
 JA1927'REFERENCE MARK NO 2 IS 83.50 FEET WEST OF THE STATION, 36.5 FEET WEST
 JA1927'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A WIRE FENCE LINE.
 JA1927'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOGGS NO 2 1946.
 JA1927'
 JA1927'THE AZIMUTH MARK IS 0.1 MILE NORTH OF THE STATION, 50 FEET EAST OF THE
 JA1927'CENTER LINE OF THE HIGHWAY, 2.5 FEET WEST OF A WHITE WITNESS POST AND
 JA1927'2 FEET SOUTH OF A WIRE FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 JA1927'THE DISK IS STAMPED BOGGS 1946.
 JA1927'
 JA1927'TO REACH THE STATION FROM LOOGOOTEE, GO NORTH FROM THE JUNCTION WITH
 JA1927'50 AND 150, ON STATE HIGHWAY 45, 05.1 MILES TO THE TOP OF A LOW GRADE
 JA1927'AND THE STATION ON THE RIGHT.
 JA1927'
 JA1927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1927
 JA1927                          STATION RECOVERY (1967)
 JA1927
 JA1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1927'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 JA1927'CONDITION.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1927'
 JA1927'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION INSTEAD OF 0.1 MILE.
 JA1927'
 JA1927'THE STATION MARK IS 3 FEET EAST OF A METAL WITNESS POST.
 JA1927'
 JA1927'THE AZIMUTH MARK IS 25 FEET SOUTHWEST OF A 20 INCH CEDAR TREE, 2 FEET
 JA1927'WEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 JA1927'
 JA1927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 JA1927'LOOGOOTEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1638 ***********************************************************************
 JZ1638  DESIGNATION -  BOGUE
 JZ1638  PID         -  JZ1638
 JZ1638  STATE/COUNTY-  IN/HENRY
 JZ1638  COUNTRY     -  US
 JZ1638  USGS QUAD   -  DUNREITH (2019)
 JZ1638
 JZ1638                         *CURRENT SURVEY CONTROL
 JZ1638  ______________________________________________________________________
 JZ1638* NAD 83(1997) POSITION- 39 49 31.77313(N) 085 26 54.29497(W)   ADJUSTED
 JZ1638* NAVD 88 ORTHO HEIGHT -   328.882 (meters)     1079.01  (feet) ADJUSTED
 JZ1638  ______________________________________________________________________
 JZ1638  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 JZ1638  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 JZ1638  DYNAMIC HEIGHT  -        328.696 (meters)     1078.40  (feet) COMP
 JZ1638  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 JZ1638
 JZ1638  HORZ ORDER      -  FIRST
 JZ1638  VERT ORDER      -  SECOND    CLASS 0
 JZ1638
 JZ1638.The horizontal coordinates were established by classical geodetic methods
 JZ1638.and adjusted by the National Geodetic Survey in May 1999.
 JZ1638
 JZ1638.The orthometric height was determined by differential leveling and
 JZ1638.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1638.in June 1991.
 JZ1638
 JZ1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1638.GEOID18 height accuracy estimate available here.
 JZ1638
 JZ1638.Click photographs - Photos may exist for this station.
 JZ1638
 JZ1638.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1638
 JZ1638.The dynamic height is computed by dividing the NAVD 88
 JZ1638.geopotential number by the normal gravity value computed on the
 JZ1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1638.degrees latitude (g = 980.6199 gals.).
 JZ1638
 JZ1638.The modeled gravity was interpolated from observed gravity values.
 JZ1638
 JZ1638. The following values were computed from the NAD 83(1997) position.
 JZ1638
 JZ1638;                    North         East     Units Scale Factor Converg.
 JZ1638;SPC IN E     -   508,164.994   118,684.070   MT  0.99997096   +0 08 23.2
 JZ1638;SPC IN E     - 1,667,204.65    389,382.65   sFT  0.99997096   +0 08 23.2
 JZ1638;UTM  16      - 4,409,540.505   632,782.288   MT  0.99981706   +0 59 37.9
 JZ1638
 JZ1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1638!SPC IN E     -   0.99995372  x   0.99997096  =   0.99992469
 JZ1638!UTM  16      -   0.99995372  x   0.99981706  =   0.99977079
 JZ1638
 JZ1638:                Primary Azimuth Mark                     Grid Az
 JZ1638:SPC IN E     -  SPICELAND MUNICIPAL TANK                 031 20 26.5
 JZ1638:UTM  16      -  SPICELAND MUNICIPAL TANK                 030 29 11.8
 JZ1638
 JZ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3278209540(NAD 83)
 JZ1638
 JZ1638|---------------------------------------------------------------------|
 JZ1638| PID    Reference Object                     Distance      Geod. Az  |
 JZ1638|                                                           dddmmss.s |
 JZ1638| LA2080 MT SUMMIT SUMMIT PROD CO TANK       APPROX.20.6 KM 0140548.2 |
 JZ1638| JZ3316 SPICELAND MUNICIPAL TANK            APPROX. 1.7 KM 0312849.7 |
 JZ1638| JZ3312 NEWCASTLE CHRYSLER CORP TANK        APPROX.12.6 KM 0365923.9 |
 JZ1638| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX.12.6 KM 0370551.8 |
 JZ1638| JZ3310 NEWCASTLE BLACK STACK               APPROX.12.5 KM 0371319.3 |
 JZ1638| CC7845 BOGUE RM 3                           23.249 METERS 03732     |
 JZ1638| JZ1637 BOGUE RM 1                           23.300 METERS 03734     |
 JZ1638| JZ3315 LEWISVILLE MUNICIPAL TANK           APPROX. 8.4 KM 1013855.3 |
 JZ1638| JZ3314 INDIANAPOLIS DAYTON AWY BCN 4       APPROX.10.0 KM 1015647.5 |
 JZ1638| JZ1640 BOGUE RM 2                           29.432 METERS 15010     |
 JZ1638| JZ3382 KNIGHTSTOWN SOLDIERS TANK           APPROX. 8.8 KM 2241101.6 |
 JZ1638| JZ3383 KNIGHTSTOWN IND SOLDIERS STK        APPROX. 8.8 KM 2242404.8 |
 JZ1638| JZ3381 KNIGHTSTOWN APT AWY BCN 3           APPROX. 9.9 KM 2491003.6 |
 JZ1638| JZ1639 BOGUE AZ                                           2523928.9 |
 JZ1638| JZ3317 BOGUE RM 4                           20.119 METERS 26318     |
 JZ1638|---------------------------------------------------------------------|
 JZ1638
 JZ1638                          SUPERSEDED SURVEY CONTROL
 JZ1638
 JZ1638  NAD 83(1995)-  39 49 31.77410(N)    085 26 54.30485(W) AD(       ) 1
 JZ1638  NAD 83(1986)-  39 49 31.77453(N)    085 26 54.31018(W) AD(       ) 1
 JZ1638  NAD 27      -  39 49 31.61000(N)    085 26 54.41100(W) AD(       ) 1
 JZ1638  NGVD 29 (??/??/92)  329.010  (m)         1079.43   (f) ADJ UNCH    2 0
 JZ1638  NGVD 29             329.01   (m)         1079.4    (f) LEVELING    3  
 JZ1638
 JZ1638.Superseded values are not recommended for survey control.
 JZ1638
 JZ1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1638.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1638
 JZ1638_MARKER: DS = TRIANGULATION STATION DISK
 JZ1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1638_STAMPING: BOGUE 1939
 JZ1638_MARK LOGO: CGS
 JZ1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1638+STABILITY: SURFACE MOTION
 JZ1638
 JZ1638  HISTORY     - Date     Condition        Report By
 JZ1638  HISTORY     - 1939     MONUMENTED       CGS
 JZ1638  HISTORY     - 1970     GOOD             NGS
 JZ1638  HISTORY     - 1970     GOOD             NGS
 JZ1638  HISTORY     - 19991130 MARK NOT FOUND   NGS
 JZ1638
 JZ1638                          STATION DESCRIPTION
 JZ1638
 JZ1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1638'ABOUT 1.4 MILES SOUTHWEST OF SPICELAND, AT THE SOUTH EDGE OF A SMALL
 JZ1638'KNOLL, IN THE SOUTHEAST CORNER OF A YOUNG APPLE ORCHARD, ON
 JZ1638'PROPERTY OWNED BY HERMAN BOGUE, ABOUT 0.25 MILE SOUTH OF THE BOGUE
 JZ1638'RESIDENCE, 30 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 JZ1638'ROAD, AND 25 FEET NORTH-NORTHWEST OF A POWER-LINE POLE.
 JZ1638'
 JZ1638'TO REACH FROM TOP OF THE OVERPASS OF STATE HIGHWAY 3 OVER U.S.
 JZ1638'HIGHWAY 40 AND RAILROAD AT WEST EDGE OF DUNREITH, GO NORTH FOR
 JZ1638'0.15 MILE TO SIDE ROAD, LEFT, TURN LEFT AND GO 0.2 MILE TO CROSS
 JZ1638'ROAD, TURN RIGHT AND GO NORTH 1.55 MILES TO STATION ON LEFT.
 JZ1638'
 JZ1638'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1638'DISKS SET IN CONCRETE.
 JZ1638'
 JZ1638'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION, 15 FEET EAST OF THE
 JZ1638'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A WIRE FENCE, AND 1.5
 JZ1638'FEET SOUTH OF A TELEPHONE POLE.
 JZ1638'
 JZ1638'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION, 15 FEET EAST OF THE
 JZ1638'CENTER LINE OF THE ROAD, 2 FEET WEST OF A WIRE FENCE, AND 2 FEET
 JZ1638'NORTH OF A TELEPHONE POLE.
 JZ1638'
 JZ1638'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE, AIRLINE, FROM THE STATION IN
 JZ1638'A WEST-SOUTHWEST DIRECTION.
 JZ1638'
 JZ1638'TO REACH AZIMUTH MARK FROM STATION GO SOUTH 0.1 MILE TO T-ROAD RIGHT,
 JZ1638'TURN RIGHT AND GO 0.4 MILE TO MARK ON LEFT, 12 FEET SOUTH OF
 JZ1638'CENTER LINE OF ROAD IN THE FENCE LINE.
 JZ1638'
 JZ1638'AZIMUTH MARK AND RM 2 DISKS INTERCHANGED. REPORTED INTERCHANGE BY
 JZ1638'CLARENCE SYMS, 1947.
 JZ1638'
 JZ1638'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 JZ1638
 JZ1638                          STATION RECOVERY (1970)
 JZ1638
 JZ1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ1638'R. M. 2 TO R. M. 3 IS OBSTRUCTED BY POLES.
 JZ1638'
 JZ1638'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JZ1638'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS
 JZ1638'BEEN DESTROYED AND A REFERENCE MARK 3 ESTABLISHED AT THE SAME
 JZ1638'LOCATION.  THE DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY
 JZ1638'WITH THE 1939 DATA, HOWEVER A DIFFERENCE OF 0.069 METERS IN THE
 JZ1638'DISTANCE WAS NOTED AND VERIFIED AT THIS TIME.  THE AZIMUTH MARK
 JZ1638'DISK AND THE REFERENCE MARK 2 DISK HAVE BEEN INTERCHANGED.  DUE TO
 JZ1638'THE STATION MARK BEING TO CLOSE TO A POWER LINE TO BUILD A TOWER
 JZ1638'OVER IT A REFERENCE MARK 4 WITH AN UNDERGROUND MARK WAS
 JZ1638'ESTABLISHED AND OCCUPIED AT THIS DATE.  BECAUSE OF THE GROWTH OF
 JZ1638'THE APPLE TREES THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 JZ1638'GROUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 JZ1638'
 JZ1638'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF KNIGHTSTOWN, 2
 JZ1638'MILES NORTH-NORTHWEST OF DUNREITH, 1-1/2 MILES SOUTHWEST OF SPICELAND
 JZ1638'AND IN A APPLE ORCHARD OWNED BY MR. HERMAN BOGUE, ROUTE 1
 JZ1638'DUNREITH.
 JZ1638'
 JZ1638'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BOGUE
 JZ1638'RM 4 1970.
 JZ1638'
 JZ1638'THE STATION MARK IS A STANDARD DISK STAMPED BOGUE 1939, SET IN THE
 JZ1638'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JZ1638'ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF THE
 JZ1638'SURFACED ROAD, 26 FEET NORTHWEST OF A POWER POLE AND 11.6 FEET
 JZ1638'WEST OF A METAL WITNESS POST WITH SIGN.
 JZ1638'
 JZ1638'REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK DISK STAMPED BOGUE
 JZ1638'1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JZ1638'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET
 JZ1638'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN, 17 FEET EAST OF
 JZ1638'THE CENTER OF THE SURFACED ROAD AND 1.5 FEET SOUTH OF A POWER
 JZ1638'POLE.
 JZ1638'
 JZ1638'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOGUE 1939 NO 3 1970,
 JZ1638'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JZ1638'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET NORTH-NORTHEAST
 JZ1638'OF THE METAL WITNESS POST WITH SIGN, 17 FEET EAST OF THE CENTER OF
 JZ1638'THE SURFACED ROAD AND 2.1 FEET NORTH OF A POWER POLE.
 JZ1638'
 JZ1638'REFERENCE MARK 4 WITH AN UNDERGROUND ARE STANDARD DISKS STAMPED
 JZ1638'BOGUE 1939 NO 4 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JZ1638'THAT IS 21 INCHES IN DIAMETER AND IS 18 INCHES BELOW THE GROUND
 JZ1638'SURFACE.  IT IS 97 FEET WEST OF THE CENTER OF THE SURFACED ROAD
 JZ1638'AND 78 FEET WEST OF THE METAL WITNESS POST WITH SIGN.
 JZ1638'
 JZ1638'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BOGUE
 JZ1638'1939 NO 2, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JZ1638'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET EAST OF
 JZ1638'A POWER POLE, 14 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 JZ1638'10.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 JZ1638'
 JZ1638'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 JZ1638'
 JZ1638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JZ1638'SOUTHWEST OF SPICELAND.
 JZ1638
 JZ1638                          STATION RECOVERY (1970)
 JZ1638
 JZ1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JZ1638'1.5 MI SW FROM SPICELAND.
 JZ1638'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 JZ1638'BOGUE 1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JZ1638'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 JZ1638'GROUND.  IT IS 30 FEET WEST OF THE CENTER OF THE SURFACED ROAD,
 JZ1638'26 FEET NORTHWEST OF A POWER POLE AND 11.6 FEET WEST OF A METAL
 JZ1638'WITNESS POST WITH SIGN.  NOTE-- TO REACH FROM THE CENTER OF THE
 JZ1638'OVERPASS OF STATE HIGHWAY 3 OVER U.S. HIGHWAY 40, ABOUT 0.3
 JZ1638'MILE WEST OF DUNREITH, GO NORTH ON HIGHWAY 3 FOR 0.1 MILE TO A
 JZ1638'SIDEROAD, THENCE WEST FOR 0.2 MILE TO A T-INTERSECTION, THENCE
 JZ1638'NORTH ON A SURFACED ROAD FOR 1.5 MILES TO THE TOP OF A SMALL
 JZ1638'HILL AND THE MARK ON THE WEST SIDE OF THE ROAD.
 JZ1638
 JZ1638                          STATION RECOVERY (1999)
 JZ1638
 JZ1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (BES)
 JZ1638'THE BASE OF THIS MONUMENT WAS FOUND.  THIS WAS CUT INTO FROM
 JZ1638'RM 3, RM 4, AND RM 2.  ALL RMS ARE IN GOOD CONDITION, BUT RM 2
 JZ1638'HAS BEEN HIT AND IS LEANING SLIGHTLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1639 ***********************************************************************
 JZ1639  DESIGNATION -  BOGUE AZ
 JZ1639  PID         -  JZ1639
 JZ1639  STATE/COUNTY-  IN/HENRY
 JZ1639  COUNTRY     -  US
 JZ1639  USGS QUAD   -  DUNREITH (2019)
 JZ1639
 JZ1639                         *CURRENT SURVEY CONTROL
 JZ1639  ______________________________________________________________________
 JZ1639* NAD 83(1986) POSITION- 39 49 31.     (N) 085 26 53.     (W)   SCALED
 JZ1639* NAVD 88 ORTHO HEIGHT -   326.830 (meters)     1072.27  (feet) ADJUSTED
 JZ1639  ______________________________________________________________________
 JZ1639  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 JZ1639  DYNAMIC HEIGHT  -        326.644 (meters)     1071.66  (feet) COMP
 JZ1639  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 JZ1639
 JZ1639  VERT ORDER      -  SECOND    CLASS 0
 JZ1639
 JZ1639.The horizontal coordinates were scaled from a map and have
 JZ1639.an estimated accuracy of +/- 6 seconds.
 JZ1639
 JZ1639.The orthometric height was determined by differential leveling and
 JZ1639.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1639.in June 1991.
 JZ1639
 JZ1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1639.GEOID18 height accuracy estimate available here.
 JZ1639
 JZ1639.Click photographs - Photos may exist for this station.
 JZ1639
 JZ1639.The dynamic height is computed by dividing the NAVD 88
 JZ1639.geopotential number by the normal gravity value computed on the
 JZ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1639.degrees latitude (g = 980.6199 gals.).
 JZ1639
 JZ1639.The modeled gravity was interpolated from observed gravity values.
 JZ1639
 JZ1639;                    North         East    Units  Estimated Accuracy
 JZ1639;SPC IN E     -   508,140.      118,720.      MT  (+/- 180 meters Scaled)
 JZ1639
 JZ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK328095(NAD 83)
 JZ1639
 JZ1639                          SUPERSEDED SURVEY CONTROL
 JZ1639
 JZ1639  NGVD 29 (??/??/92)  326.957  (m)         1072.69   (f) ADJ UNCH    2 0
 JZ1639
 JZ1639.Superseded values are not recommended for survey control.
 JZ1639
 JZ1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1639.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1639
 JZ1639_MARKER: DZ = AZIMUTH MARK DISK
 JZ1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1639_STAMPING: BOGUE 1939
 JZ1639_MARK LOGO: CGS
 JZ1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1639+STABILITY: SURFACE MOTION
 JZ1639
 JZ1639  HISTORY     - Date     Condition        Report By
 JZ1639  HISTORY     - 1939     MONUMENTED       CGS
 JZ1639  HISTORY     - 1970     GOOD             NGS
 JZ1639
 JZ1639                          STATION DESCRIPTION
 JZ1639
 JZ1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1639'1.5 MI SW FROM SPICELAND.
 JZ1639'TO REACH FROM THE CENTER OF THE OVERPASS OF STATE HIGHWAY 3 OVER
 JZ1639'U.S. HIGHWAY 40, ABOUT 0.3 MILE WEST OF DUNREITH, GO NORTH ON
 JZ1639'HIGHWAY 3 FOR 0.1 MILE TO A SIDEROAD, THENCE WEST FOR 0.2 MILE
 JZ1639'TO A T-INTERSECTION, THENCE NORTH ON A SURFACED ROAD FOR 1.5
 JZ1639'MILES TO THE MARK ON THE EAST SIDE OF THE ROAD.  THE MARK IS A
 JZ1639'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JZ1639'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JZ1639'IT IS 91 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 JZ1639'17 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND 1.5 FEET SOUTH
 JZ1639'OF A POWER POLE.  NOTE-- THIS MARK IS LOCATED IN THE POSITION OF
 JZ1639'REFERENCE MARK NUMBER 2 BUT IS AN AZIMUTH DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1640 ***********************************************************************
 JZ1640  DESIGNATION -  BOGUE RM 2
 JZ1640  PID         -  JZ1640
 JZ1640  STATE/COUNTY-  IN/HENRY
 JZ1640  COUNTRY     -  US
 JZ1640  USGS QUAD   -  DUNREITH (2019)
 JZ1640
 JZ1640                         *CURRENT SURVEY CONTROL
 JZ1640  ______________________________________________________________________
 JZ1640* NAD 83(1986) POSITION- 39 49 30.95   (N) 085 26 53.68   (W)   HD_HELD1
 JZ1640* NAVD 88 ORTHO HEIGHT -   320.686 (meters)     1052.12  (feet) ADJUSTED
 JZ1640  ______________________________________________________________________
 JZ1640  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 JZ1640  DYNAMIC HEIGHT  -        320.503 (meters)     1051.52  (feet) COMP
 JZ1640  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 JZ1640
 JZ1640  VERT ORDER      -  SECOND    CLASS 0
 JZ1640
 JZ1640.The horizontal coordinates were determined by differentially corrected
 JZ1640.hand held GPS observations or other comparable positioning techniques
 JZ1640.and have an estimated accuracy of +/- 3 meters.
 JZ1640
 JZ1640.The orthometric height was determined by differential leveling and
 JZ1640.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1640.in June 1991.
 JZ1640
 JZ1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1640.GEOID18 height accuracy estimate available here.
 JZ1640
 JZ1640.Click photographs - Photos may exist for this station.
 JZ1640
 JZ1640.The dynamic height is computed by dividing the NAVD 88
 JZ1640.geopotential number by the normal gravity value computed on the
 JZ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1640.degrees latitude (g = 980.6199 gals.).
 JZ1640
 JZ1640.The modeled gravity was interpolated from observed gravity values.
 JZ1640
 JZ1640;                    North         East    Units  Estimated Accuracy
 JZ1640;SPC IN E     -   508,139.6     118,698.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1640
 JZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3279709515(NAD 83)
 JZ1640
 JZ1640                          SUPERSEDED SURVEY CONTROL
 JZ1640
 JZ1640  NGVD 29 (??/??/92)  320.813  (m)         1052.53   (f) ADJ UNCH    2 0
 JZ1640
 JZ1640.Superseded values are not recommended for survey control.
 JZ1640
 JZ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1640.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1640
 JZ1640_MARKER: DR = REFERENCE MARK DISK
 JZ1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1640_STAMPING: BOGUE NO 2 1939
 JZ1640_MARK LOGO: CGS
 JZ1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1640+STABILITY: SURFACE MOTION
 JZ1640
 JZ1640  HISTORY     - Date     Condition        Report By
 JZ1640  HISTORY     - 1939     MONUMENTED       CGS
 JZ1640  HISTORY     - 1970     GOOD             NGS
 JZ1640
 JZ1640                          STATION DESCRIPTION
 JZ1640
 JZ1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1640'2 MI SW FROM SPICELAND.
 JZ1640'TO REACH FROM THE CENTER OF THE OVERPASS OF STATE HIGHWAY 3
 JZ1640'OVER U.S. HIGHWAY 40, ABOUT 0.3 MILE WEST OF DUNREITH, GO
 JZ1640'NORTH ON HIGHWAY 3 FOR 0.1 MILE TO A SIDEROAD, THENCE WEST FOR
 JZ1640'0.2 MILE TO A T-INTERSECTION, THENCE NORTH ON A SURFACED ROAD
 JZ1640'FOR 1.4 MILES TO A SIDEROAD, THENCE WEST ON GRAVELED ROAD FOR
 JZ1640'0.4 MILE TO THE MARK ON THE SOUTH SIDE OF THE ROAD.  THE MARK
 JZ1640'IS A STANDARD REFERENCE MARK DISK STAMPED BOGUE 1939 NO 2,
 JZ1640'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JZ1640'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 53
 JZ1640'FEET EAST OF A POWER POLE, 14 FEET SOUTH OF THE CENTER OF THE
 JZ1640'GRAVELED ROAD AND 10.5 FEET WEST-NORTHWEST OF A METAL WITNESS
 JZ1640'POST WITH SIGN.  NOTE-- THIS MARK IS IN THE POSITION OF THE
 JZ1640'AZIMUTH MARK BUT IS A REFERENCE MARK DISK STAMPED AS R.M. 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3317 ***********************************************************************
 JZ3317  DESIGNATION -  BOGUE RM 4
 JZ3317  PID         -  JZ3317
 JZ3317  STATE/COUNTY-  IN/HENRY
 JZ3317  COUNTRY     -  US
 JZ3317  USGS QUAD   -  DUNREITH (2019)
 JZ3317
 JZ3317                         *CURRENT SURVEY CONTROL
 JZ3317  ______________________________________________________________________
 JZ3317* NAD 83(1997) POSITION- 39 49 31.69706(N) 085 26 55.13522(W)   ADJUSTED
 JZ3317* NAVD 88 ORTHO HEIGHT -   325.74  (+/-2cm)     1068.7   (feet) VERTCON3
 JZ3317  ______________________________________________________________________
 JZ3317  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 JZ3317  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 JZ3317  HORZ ORDER      -  FIRST
 JZ3317  VERT ORDER      -  THIRD ? (See Below)
 JZ3317
 JZ3317.The horizontal coordinates were established by classical geodetic methods
 JZ3317.and adjusted by the National Geodetic Survey in May 1999.
 JZ3317
 JZ3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3317
 JZ3317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3317.GEOID18 height accuracy estimate available here.
 JZ3317
 JZ3317.The vertical order pertains to the NGVD 29 superseded value.
 JZ3317
 JZ3317.Click photographs - Photos may exist for this station.
 JZ3317
 JZ3317.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3317
 JZ3317. The following values were computed from the NAD 83(1997) position.
 JZ3317
 JZ3317;                    North         East     Units Scale Factor Converg.
 JZ3317;SPC IN E     -   508,162.599   118,664.095   MT  0.99997095   +0 08 22.7
 JZ3317;SPC IN E     - 1,667,196.79    389,317.12   sFT  0.99997095   +0 08 22.7
 JZ3317;UTM  16      - 4,409,537.813   632,762.353   MT  0.99981699   +0 59 37.4
 JZ3317
 JZ3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3317!SPC IN E     -   0.99995422  x   0.99997095  =   0.99992517
 JZ3317!UTM  16      -   0.99995422  x   0.99981699  =   0.99977122
 JZ3317
 JZ3317:                Primary Azimuth Mark                     Grid Az
 JZ3317:SPC IN E     -  BOGUE AZ                                 252 10 33.4
 JZ3317:UTM  16      -  BOGUE AZ                                 251 19 18.7
 JZ3317
 JZ3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3276209537(NAD 83)
 JZ3317
 JZ3317|---------------------------------------------------------------------|
 JZ3317| PID    Reference Object                     Distance      Geod. Az  |
 JZ3317|                                                           dddmmss.s |
 JZ3317| JZ3316 SPICELAND MUNICIPAL TANK            APPROX. 1.8 KM 0315941.4 |
 JZ3317| CC7845 BOGUE RM 3                                         05840     |
 JZ3317| JZ1638 BOGUE                                20.119 METERS 08318     |
 JZ3317| JZ1640 BOGUE RM 2                                         12346     |
 JZ3317| JZ1639 BOGUE AZ                                           2521856.1 |
 JZ3317|---------------------------------------------------------------------|
 JZ3317
 JZ3317                          SUPERSEDED SURVEY CONTROL
 JZ3317
 JZ3317  NAD 83(1995)-  39 49 31.69802(N)    085 26 55.14510(W) AD(       ) 1
 JZ3317  NAD 83(1986)-  39 49 31.69847(N)    085 26 55.15035(W) AD(       ) 1
 JZ3317  NAD 27      -  39 49 31.53393(N)    085 26 55.25121(W) AD(       ) 1
 JZ3317  NGVD 29             325.87   (m)         1069.1    (f) LEVELING    3  
 JZ3317
 JZ3317.Superseded values are not recommended for survey control.
 JZ3317
 JZ3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3317.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3317
 JZ3317_MARKER: DR = REFERENCE MARK DISK
 JZ3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3317_STAMPING: BOGUE NO 4 1970
 JZ3317_MARK LOGO: CGS
 JZ3317_PROJECTION: RECESSED 46 CENTIMETERS
 JZ3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3317+STABILITY: SURFACE MOTION
 JZ3317
 JZ3317  HISTORY     - Date     Condition        Report By
 JZ3317  HISTORY     - 1970     MONUMENTED       NGS
 JZ3317
 JZ3317                          STATION DESCRIPTION
 JZ3317
 JZ3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3317'R.M. 2 TO R.M. 3 IS OBSTRUCTED BY POLES.
 JZ3317'
 JZ3317'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF
 JZ3317'KNIGHTSTOWN, 2 MILES NORTH-NORTHWEST OF DUNREITH, 1-1/2 MILES
 JZ3317'SOUTHWEST OF SPICELAND, IN AN APPLE ORCHARD OWNED BY
 JZ3317'MR. HERMAN BOGUE, ROUTE 1 DUNREITH.
 JZ3317'
 JZ3317'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS OF
 JZ3317'STATE HIGHWAY 3 OVER U.S. HIGHWAY 40, ABOUT 0.3 MILE WEST OF
 JZ3317'DUNREITH, GO NORTH ON HIGHWAY 3 FOR 0.1 MILE TO A SIDEROAD
 JZ3317'LEFT.  TURN LEFT AND GO WEST ON A SURFACED ROAD FOR 0.2
 JZ3317'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A
 JZ3317'SURFACED ROAD FOR 1.4 MILES TO A SIDEROAD LEFT.  (TO REACH
 JZ3317'THE AZIMUTH MARK TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 JZ3317'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT).  CONTINUE AHEAD,
 JZ3317'NORTH FOR 0.1 MILE TO THE TOP OF A SMALL HILL AND THE STATION
 JZ3317'ON THE LEFT AS DESCRIBED.
 JZ3317'
 JZ3317'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JZ3317'BOGUE NO 4 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JZ3317'THAT IS 21 INCHES IN DIAMETER AND IS 18 INCHES BELOW THE
 JZ3317'GROUND SURFACE.  IT IS 97 FEET WEST OF THE CENTER OF THE
 JZ3317'SURFACED ROAD AND 78 FEET WEST OF A METAL WITNESS POST WITH A
 JZ3317'SIGN ATTACHED.  AN UNDERGROUND MARK WAS SET ABOUT 42 INCHES
 JZ3317'BELOW THE GROUND SURFACE.
 JZ3317'
 JZ3317'THE 1939 STATION MARK IS A STANDARD STATION MARK DISK SET IN THE
 JZ3317'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 JZ3317'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF
 JZ3317'THE CENTER OF THE SURFACED ROAD, 26 FEET NORTHWEST OF A POWER
 JZ3317'POLE AND 11.6 FEET WEST OF A METAL WITNESS POST WITH SIGN
 JZ3317'ATTACHED.  THIS STATION COULD NOT BE OCCUPIED DUE TO AN OVERHEAD
 JZ3317'POWERLINE.
 JZ3317'
 JZ3317'REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK DISK STAMPED
 JZ3317'BOGUE 1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JZ3317'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 JZ3317'IS 91 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 JZ3317'ATTACHED, 17 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND
 JZ3317'1.5 FEET SOUTH OF A POWER POLE.
 JZ3317'
 JZ3317'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOGUE 1939 NO 3
 JZ3317'1970, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JZ3317'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 69
 JZ3317'FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 JZ3317'ATTACHED, 17 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND
 JZ3317'2.1 FEET NORTH OF A POWER POLE.
 JZ3317'
 JZ3317'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JZ3317'BOGUE 1939 NO 2, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JZ3317'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 JZ3317'GROUND.  IT IS 53 FEET EAST OF A POWER POLE, 14 FEET SOUTH OF
 JZ3317'THE CENTER OF A GRAVELED ROAD AND 10.5 FEET WEST-NORTHWEST OF A
 JZ3317'METAL WITNESS POST WITH SIGN.
 JZ3317'
 JZ3317'NOTE--THE DISKS HAVE BEEN INTERCHANGED FOR REFERENCE MARK 2 AND
 JZ3317'THE AZIMUTH MARK.
 JZ3317'
 JZ3317'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2219 ***********************************************************************
 LA2219  DESIGNATION -  BOLIVAR
 LA2219  PID         -  LA2219
 LA2219  STATE/COUNTY-  IN/WABASH
 LA2219  COUNTRY     -  US
 LA2219  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA2219
 LA2219                         *CURRENT SURVEY CONTROL
 LA2219  ______________________________________________________________________
 LA2219* NAD 83(1997) POSITION- 40 57 51.16238(N) 085 47 36.13143(W)   ADJUSTED
 LA2219* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LA2219  ______________________________________________________________________
 LA2219  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 LA2219  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 LA2219  HORZ ORDER      -  SECOND
 LA2219
 LA2219.The horizontal coordinates were established by classical geodetic methods
 LA2219.and adjusted by the National Geodetic Survey in May 1999.
 LA2219
 LA2219.The orthometric height was scaled from a topographic map.
 LA2219
 LA2219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2219.GEOID18 height accuracy estimate available here.
 LA2219
 LA2219.Click photographs - Photos may exist for this station.
 LA2219
 LA2219.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2219
 LA2219. The following values were computed from the NAD 83(1997) position.
 LA2219
 LA2219;                    North         East     Units Scale Factor Converg.
 LA2219;SPC IN E     -   634,591.650    89,334.395   MT  0.99996807   -0 04 59.0
 LA2219;SPC IN E     - 2,081,989.44    293,091.26   sFT  0.99996807   -0 04 59.0
 LA2219;UTM  16      - 4,535,485.219   601,535.384   MT  0.99972689   +0 47 28.0
 LA2219
 LA2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2219!SPC IN E     -   0.99996708  x   0.99996807  =   0.99993515
 LA2219!UTM  16      -   0.99996708  x   0.99972689  =   0.99969398
 LA2219
 LA2219:                Primary Azimuth Mark                     Grid Az
 LA2219:SPC IN E     -  BOLIVAR AZ MK                            092 02 38.3
 LA2219:UTM  16      -  BOLIVAR AZ MK                            091 10 11.3
 LA2219
 LA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0153535485(NAD 83)
 LA2219
 LA2219|---------------------------------------------------------------------|
 LA2219| PID    Reference Object                     Distance      Geod. Az  |
 LA2219|                                                           dddmmss.s |
 LA2219| CC7846 BOLIVAR AZ MK                                      0915739.3 |
 LA2219| CC7847 BOLIVAR RM 1                         34.680 METERS 09442     |
 LA2219| CC7848 BOLIVAR RM 2                         28.382 METERS 26702     |
 LA2219|---------------------------------------------------------------------|
 LA2219
 LA2219                          SUPERSEDED SURVEY CONTROL
 LA2219
 LA2219  NAD 83(1986)-  40 57 51.16638(N)    085 47 36.14307(W) AD(       ) 2
 LA2219  NAD 27      -  40 57 51.00710(N)    085 47 36.19340(W) AD(       ) 2
 LA2219
 LA2219.Superseded values are not recommended for survey control.
 LA2219
 LA2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2219.See file dsdata.pdf to determine how the superseded data were derived.
 LA2219
 LA2219_MARKER: DS = TRIANGULATION STATION DISK
 LA2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2219_STAMPING: BOLIVAR 1947
 LA2219_MARK LOGO: CGS
 LA2219_PROJECTION: FLUSH
 LA2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2219+STABILITY: SURFACE MOTION
 LA2219
 LA2219  HISTORY     - Date     Condition        Report By
 LA2219  HISTORY     - 1947     MONUMENTED       CGS
 LA2219  HISTORY     - 1960     POOR             USGS
 LA2219
 LA2219                          STATION DESCRIPTION
 LA2219
 LA2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2219'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF NORTH MANCHESTER.
 LA2219'IT IS 125 FEET SOUTH EAST OF A GRAVEL T-ROAD INTERSECTION WITH STATE
 LA2219'HIGHWAY 13, 75 FEET EAST OF THE NORTHEAST CORNER OF BRIDGE AND 75 FEET
 LA2219'NORTH OF THE NORTH RAIL OF THE ERIE RAILROAD.  THE MARK IS FLUSH AND
 LA2219'THE DISK IS STAMPED BOLIVAR 1947.
 LA2219'
 LA2219'REFERENCE MARK NO. 1 IS 113.78 FEET EAST OF THE STATION.  IT IS 30
 LA2219'FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD.  THE MARK IS FLUSH AND
 LA2219'THE DISK IS STAMPED BOLIVAR NO 1 1947.
 LA2219'
 LA2219'REFERENCE MARK NO. 2 IS 93.12 FEET WEST OF THE STATION.  IT IS 40 FEET
 LA2219'NORTH OF THE NORTH RAIL OF RAILROAD AND IS DIRECTLY UNDER THE
 LA2219'NORTHEAST EDGE OF BRIDGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2219'BOLIVAR NO 2 1947.
 LA2219'
 LA2219'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION.  IT IS 48 FEET
 LA2219'NORTHWEST OF THE NORTHWEST CORNER OF WHITE HOUSE, 45 FEET NORTHEAST OF
 LA2219'THE NORTHEAST CORNER OF RED HOUSE, 7 FEET WEST OF A WHITE WITNESS POST
 LA2219'AND 15 FEET SOUTH OF THE CENTERLINE OF ROAD.  THE MARK IS FLUSH AND
 LA2219'THE DISK IS STAMPED BOLIVAR 1947.
 LA2219'
 LA2219'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN AND MARKET STREET
 LA2219'(CITY HALL) IN NORTH MANCHESTER GO WEST ON WEST MAIN (STATE HIGHWAY 13
 LA2219'AND 114) FOR 0.6 MILE TO JUNCTION OF STATE HIGHWAYS 13 AND 114, TURN
 LA2219'LEFT ON HIGHWAY 13 AND GO SOUTH FOR 2.7 MILE TO A GRAVEL T-ROAD LEFT
 LA2219'AND STATION IN THE SOUTHEAST ANGLE, TURN LEFT ON GRAVEL ROAD AND GO
 LA2219'EAST FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT.
 LA2219'
 LA2219'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LA2219
 LA2219                          STATION RECOVERY (1960)
 LA2219
 LA2219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2219'STATION REMAINS FIRM IN GROUND AND IS IN ORIGINAL POSITION.  HOWEVER
 LA2219'THE TOP PART OF THE POST HAS BEEN SHEARED OFF BY A MOWING MACHINE.
 LA2219'ABOUT THE TOP ONE INCH HAS BEEN SHEARED OFF AND PIECES OF THE
 LA2219'MUTILATED TABLET REMAINS NEAR THE POST.  R.M. 1 AND R.M. 2 ARE GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1707 ***********************************************************************
 JA1707  DESIGNATION -  BONO
 JA1707  PID         -  JA1707
 JA1707  STATE/COUNTY-  IN/LAWRENCE
 JA1707  COUNTRY     -  US
 JA1707  USGS QUAD   -  MITCHELL (2019)
 JA1707
 JA1707                         *CURRENT SURVEY CONTROL
 JA1707  ______________________________________________________________________
 JA1707* NAD 83(1997) POSITION- 38 42 14.25210(N) 086 24 03.36246(W)   ADJUSTED
 JA1707* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 JA1707  ______________________________________________________________________
 JA1707  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 JA1707  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 JA1707  HORZ ORDER      -  SECOND
 JA1707
 JA1707.The horizontal coordinates were established by classical geodetic methods
 JA1707.and adjusted by the National Geodetic Survey in May 1999.
 JA1707
 JA1707.The orthometric height was scaled from a topographic map.
 JA1707
 JA1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1707.GEOID18 height accuracy estimate available here.
 JA1707
 JA1707.Click photographs - Photos may exist for this station.
 JA1707
 JA1707.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1707
 JA1707. The following values were computed from the NAD 83(1997) position.
 JA1707
 JA1707;                    North         East     Units Scale Factor Converg.
 JA1707;SPC IN W     -   383,854.114   959,357.670   MT  1.00001004   +0 25 36.2
 JA1707;SPC IN W     - 1,259,361.37  3,147,492.62   sFT  1.00001004   +0 25 36.2
 JA1707;UTM  16      - 4,284,095.704   552,089.852   MT  0.99963341   +0 22 28.6
 JA1707
 JA1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1707!SPC IN W     -   0.99996977  x   1.00001004  =   0.99997981
 JA1707!UTM  16      -   0.99996977  x   0.99963341  =   0.99960319
 JA1707
 JA1707:                Primary Azimuth Mark                     Grid Az
 JA1707:SPC IN W     -  SMEDLEY                                  109 59 29.0
 JA1707:UTM  16      -  SMEDLEY                                  110 02 36.6
 JA1707
 JA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5208984095(NAD 83)
 JA1707
 JA1707|---------------------------------------------------------------------|
 JA1707| PID    Reference Object                     Distance      Geod. Az  |
 JA1707|                                                           dddmmss.s |
 JA1707| CG7216 BONO RM 1                            32.309 METERS 09659     |
 JA1707| JA0194 SMEDLEY                             APPROX.20.1 KM 1102505.2 |
 JA1707| JA1705 ORLEANS HEISE BROS MILL STACK       APPROX. 6.2 KM 2260534.2 |
 JA1707| JA1706 ORLEANS TRAV LER RADIO CO TANK      APPROX. 5.9 KM 2282009.4 |
 JA1707| JA1704 ORLEANS MUNICIPAL TANK              APPROX. 5.5 KM 2354816.0 |
 JA1707| CG7217 BONO RM 2                            47.107 METERS 25804     |
 JA1707| JA1702 MITCHELL L P CEMENT CO W STACK      APPROX. 6.1 KM 3064009.6 |
 JA1707| JA1703 MITCHELL MUNICIPAL TANK             APPROX. 6.0 KM 3103422.0 |
 JA1707| CG7215 BONO AZ MK                                         3562811.0 |
 JA1707|---------------------------------------------------------------------|
 JA1707
 JA1707                          SUPERSEDED SURVEY CONTROL
 JA1707
 JA1707  NAD 83(1986)-  38 42 14.25688(N)    086 24 03.36504(W) AD(       ) 2
 JA1707  NAD 27      -  38 42 14.06600(N)    086 24 03.40500(W) AD(       ) 2
 JA1707
 JA1707.Superseded values are not recommended for survey control.
 JA1707
 JA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1707.See file dsdata.pdf to determine how the superseded data were derived.
 JA1707
 JA1707_MARKER: DS = TRIANGULATION STATION DISK
 JA1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1707_STAMPING: BONO 1946
 JA1707_MARK LOGO: CGS
 JA1707_PROJECTION: RECESSED 20 CENTIMETERS
 JA1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1707+STABILITY: SURFACE MOTION
 JA1707
 JA1707  HISTORY     - Date     Condition        Report By
 JA1707  HISTORY     - 1946     MONUMENTED       CGS
 JA1707  HISTORY     - 1958     GOOD             CGS
 JA1707  HISTORY     - 1966     GOOD             CGS
 JA1707
 JA1707                          STATION DESCRIPTION
 JA1707
 JA1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1707'THIS STATION IS ON THE NORTH SLOPE OF A HILL, 3.9 MILES NORTHWEST
 JA1707'FROM THE TEXACO STATION IN LEIPSIC BY WAY OF STATE HIGHWAY 60,
 JA1707'ABOUT 5 MILES SOUTHEAST OF MITCHELL AND ABOUT 4 MILES NORTHEAST OF
 JA1707'ORLEANS, ON PROPERTY OF MR. SELBY BYRD. IT IS 170 FEET EAST
 JA1707'OF THE CENTERLINE OF THE HIGHWAY AND 132 FEET NORTH-NORTHEAST OF THE
 JA1707'NORTHWEST CORNER OF THE BYRD FARMHOUSE. THE MARK IS 8 INCHES
 JA1707'UNDERGROUND AND THE DISK IS STAMPED BONO 1946.
 JA1707'
 JA1707'REFERENCE MARK NO. 1 IS 106.00 FEET EAST OF THE STATION AND 15 FEET
 JA1707'NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1707'STAMPED BONO NO 1 1946.
 JA1707'
 JA1707'REFERENCE MARK NO. 2 IS 154.55 FEET WEST OF THE STATION, IN A FENCE
 JA1707'CORNER, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 4
 JA1707'FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND
 JA1707'THE DISK IS STAMPED BONO NO 2 1946.
 JA1707'
 JA1707'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION BY WAY OF STATE
 JA1707'HIGHWAY 60, AT A CURVE, 22 FEET WEST OF THE CENTERLINE OF THE
 JA1707'HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 JA1707'INCHES AND THE DISK IS STAMPED BONO 1946.
 JA1707'
 JA1707'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1707
 JA1707                          STATION RECOVERY (1958)
 JA1707
 JA1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JA1707'ALL THE MARKS AT THIS STATION WERE RECOVERED AS DESCRIBED IN
 JA1707'ORIGIONAL DESCRIPTION AND IN GOOD CONDITION, EXCEPT THE AZIMUTH
 JA1707'MARK IS OBSTRUCTED FROM THE STATION.
 JA1707'
 JA1707'STATE HIGHWAY 60 HAS BEEN REROUTED AND A NEW TO REACH IS AS FOLLOWS -
 JA1707'
 JA1707'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60 IN MITCHELL GO
 JA1707'EAST ON STATE HIGHWAY 60 FOR 4.3 MILES TO A BLACK TOP ROAD
 JA1707'SOUTHEAST, TURN RIGHT ON THIS ROAD AND GO 0.35 MILE TO THE AZIMUTH
 JA1707'MARK ON RIGHT, THIS WAS OLD HIGHWAY 60, CONTINUE SOUTH FOR 0.5
 JA1707'MILE TO TOP OF GRADE AT 2-STORY HOUSE THE HOME OF R.F. KIMBLE,
 JA1707'STATION ON THE LEFT AS DESCRIBED.
 JA1707
 JA1707                          STATION RECOVERY (1966)
 JA1707
 JA1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JA1707'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA1707'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE AZIMUTH
 JA1707'MARK IS STILL OBSTRUCTED FROM THE STATION BY TREES.  THE PREVIOUS
 JA1707'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1707'
 JA1707'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 JA1707'
 JA1707'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST.
 JA1707'
 JA1707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 JA1707'OF MITCHELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2086 ***********************************************************************
 KA2086  DESIGNATION -  BOO 54
 KA2086  PID         -  KA2086
 KA2086  STATE/COUNTY-  IN/BOONE
 KA2086  COUNTRY     -  US
 KA2086  USGS QUAD   -  CARMEL (2019)
 KA2086
 KA2086                         *CURRENT SURVEY CONTROL
 KA2086  ______________________________________________________________________
 KA2086* NAD 83(2011) POSITION- 39 57 45.42818(N) 086 14 34.31897(W)   ADJUSTED
 KA2086* NAD 83(2011) ELLIP HT-   240.752 (meters)        (06/27/12)   ADJUSTED
 KA2086* NAD 83(2011) EPOCH   -  2010.00
 KA2086* NAVD 88 ORTHO HEIGHT -   274.90  (meters)      901.9   (feet) LEVELING
 KA2086  ______________________________________________________________________
 KA2086  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 KA2086  NAD 83(2011) X  -    320,793.095 (meters)                     COMP
 KA2086  NAD 83(2011) Y  - -4,885,037.361 (meters)                     COMP
 KA2086  NAD 83(2011) Z  -  4,074,959.806 (meters)                     COMP
 KA2086  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 KA2086  VERT ORDER      -  THIRD ?
 KA2086
 KA2086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2086  Standards:
 KA2086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2086  -------------------------------------------------------------------
 KA2086  NETWORK    6.40   5.78           2.77   2.33   2.95      0.34851889
 KA2086  -------------------------------------------------------------------
 KA2086  Click here for local accuracies and other accuracy information.
 KA2086
 KA2086.The horizontal coordinates were established by GPS observations
 KA2086.and adjusted by the National Geodetic Survey in June 2012.
 KA2086
 KA2086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2086.been affixed to the stable North American tectonic plate. See 
 KA2086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2086
 KA2086.The horizontal coordinates are valid at the epoch date displayed above
 KA2086.which is a decimal equivalence of Year/Month/Day.
 KA2086
 KA2086.The orthometric height was determined by differential leveling.
 KA2086.The vertical network tie was performed by a horz. field party for horz.
 KA2086.obs reductions. Reset procedures were used to establish the elevation.
 KA2086
 KA2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2086.GEOID18 height accuracy estimate available here.
 KA2086
 KA2086.Click photographs - Photos may exist for this station.
 KA2086
 KA2086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2086
 KA2086.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2086
 KA2086.The ellipsoidal height was determined by GPS observations
 KA2086.and is referenced to NAD 83.
 KA2086
 KA2086. The following values were computed from the NAD 83(2011) position.
 KA2086
 KA2086;                    North         East     Units Scale Factor Converg.
 KA2086;SPC IN W     -   523,705.484   971,807.898   MT  1.00003012   +0 32 23.4
 KA2086;SPC IN W     - 1,718,190.41  3,188,339.75   sFT  1.00003012   +0 32 23.4
 KA2086;UTM  16      - 4,423,882.727   564,664.259   MT  0.99965148   +0 29 10.7
 KA2086
 KA2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2086!SPC IN W     -   0.99996223  x   1.00003012  =   0.99999235
 KA2086!UTM  16      -   0.99996223  x   0.99965148  =   0.99961373
 KA2086
 KA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6466423882(NAD 83)
 KA2086
 KA2086                          SUPERSEDED SURVEY CONTROL
 KA2086
 KA2086  NAD 83(2007)-  39 57 45.42823(N)    086 14 34.31991(W) AD(2002.00) 0
 KA2086  ELLIP H (02/10/07)  240.772  (m)                       GP(2002.00)    
 KA2086  NAD 83(1997)-  39 57 45.42926(N)    086 14 34.32004(W) AD(       ) 2
 KA2086  ELLIP H (05/25/99)  240.767  (m)                       GP(       ) 4 1
 KA2086  NAD 83(1986)-  39 57 45.43334(N)    086 14 34.33397(W) AD(       ) 2
 KA2086
 KA2086.Superseded values are not recommended for survey control.
 KA2086
 KA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2086.See file dsdata.pdf to determine how the superseded data were derived.
 KA2086
 KA2086_MARKER: DD = SURVEY DISK
 KA2086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA2086_STAMPING: BOO 54 1989
 KA2086_MARK LOGO: INDNR
 KA2086_PROJECTION: FLUSH
 KA2086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2086+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2022
 KA2086
 KA2086  HISTORY     - Date     Condition        Report By
 KA2086  HISTORY     - 1989     MONUMENTED       INDNR
 KA2086  HISTORY     - 19920721 GOOD
 KA2086  HISTORY     - 20060110 GOOD             PICI
 KA2086  HISTORY     - 20100315 GOOD             INDNR
 KA2086  HISTORY     - 20211029 GOOD             INDOT
 KA2086  HISTORY     - 20220627 GOOD             INDOT
 KA2086
 KA2086                          STATION DESCRIPTION
 KA2086
 KA2086'DESCRIBED BY IN DEPT OF NAT RES 1989
 KA2086'THIS STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTHEAST OF ZIONSVILLE
 KA2086',  0.2 MILE EAST ALONG WEST 121ST STREET FROM ITS JUNCTION WITH SR
 KA2086'421,  AT THE INTERSECTION OF DAUGHERTY DRIVE AND WEST 121ST STREET,
 KA2086'IN THE NORTEAST QUADRANT OF THE INTERSECTION, AT THE ENTRANCE TO THE
 KA2086'EAGLE VILLAGE SUBDIVISION,  SET IN THE TOP OF A CONCRETE POST,  LEVEL
 KA2086'WITH THE GROUND,  A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL
 KA2086'STATION TABLET,  STAMPED BOO 54 1989.
 KA2086
 KA2086                          STATION RECOVERY (1992)
 KA2086
 KA2086'RECOVERED 1992
 KA2086'RECOVERED IN GOOD CONDITION.
 KA2086
 KA2086                          STATION RECOVERY (2006)
 KA2086
 KA2086'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2006 (DR)
 KA2086'RECOVERED IN GOOD CONDITION.
 KA2086
 KA2086                          STATION RECOVERY (2010)
 KA2086
 KA2086'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 KA2086'RECOVERED IN GOOD CONDITION.
 KA2086
 KA2086                          STATION RECOVERY (2021)
 KA2086
 KA2086'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 KA2086'RECOVERED IN GOOD CONDITION.
 KA2086
 KA2086                          STATION RECOVERY (2022)
 KA2086
 KA2086'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA2086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3359 ***********************************************************************
 JZ3359  DESIGNATION -  BOON
 JZ3359  PID         -  JZ3359
 JZ3359  STATE/COUNTY-  IN/JENNINGS
 JZ3359  COUNTRY     -  US
 JZ3359  USGS QUAD   -  NORTH VERNON (2019)
 JZ3359
 JZ3359                         *CURRENT SURVEY CONTROL
 JZ3359  ______________________________________________________________________
 JZ3359* NAD 83(1997) POSITION- 39 03 49.09130(N) 085 41 55.48718(W)   ADJUSTED
 JZ3359* NAVD 88 ORTHO HEIGHT -   213.73  (+/-2cm)      701.2   (feet) VERTCON3
 JZ3359  ______________________________________________________________________
 JZ3359  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ3359  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 JZ3359  HORZ ORDER      -  SECOND
 JZ3359  VERT ORDER      -  THIRD ? (See Below)
 JZ3359
 JZ3359.The horizontal coordinates were established by classical geodetic methods
 JZ3359.and adjusted by the National Geodetic Survey in May 1999.
 JZ3359
 JZ3359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3359
 JZ3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3359.GEOID18 height accuracy estimate available here.
 JZ3359
 JZ3359.The vertical order pertains to the NGVD 29 superseded value.
 JZ3359
 JZ3359.Click photographs - Photos may exist for this station.
 JZ3359
 JZ3359.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3359
 JZ3359. The following values were computed from the NAD 83(1997) position.
 JZ3359
 JZ3359;                    North         East     Units Scale Factor Converg.
 JZ3359;SPC IN E     -   423,561.219    97,223.628   MT  0.99996676   -0 01 12.8
 JZ3359;SPC IN E     - 1,389,633.77    318,974.52   sFT  0.99996676   -0 01 12.8
 JZ3359;UTM  16      - 4,324,644.131   612,578.840   MT  0.99975606   +0 49 12.4
 JZ3359
 JZ3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3359!SPC IN E     -   0.99997181  x   0.99996676  =   0.99993857
 JZ3359!UTM  16      -   0.99997181  x   0.99975606  =   0.99972787
 JZ3359
 JZ3359:                Primary Azimuth Mark                     Grid Az
 JZ3359:SPC IN E     -  BLACKFORK                                129 07 49.4
 JZ3359:UTM  16      -  BLACKFORK                                128 17 24.2
 JZ3359
 JZ3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1257824644(NAD 83)
 JZ3359
 JZ3359|---------------------------------------------------------------------|
 JZ3359| PID    Reference Object                     Distance      Geod. Az  |
 JZ3359|                                                           dddmmss.s |
 JZ3359| CC7849 BOON RM                               9.270 METERS 12028     |
 JZ3359| JZ3360 BLACKFORK                           APPROX. 1.0 KM 1290636.6 |
 JZ3359| JZ3361 QUEENVILLE SCHOOLHOUSE FP           APPROX. 2.3 KM 1291353.3 |
 JZ3359|---------------------------------------------------------------------|
 JZ3359
 JZ3359                          SUPERSEDED SURVEY CONTROL
 JZ3359
 JZ3359  NAD 83(1995)-  39 03 49.08858(N)    085 41 55.62771(W) AD(       ) 2
 JZ3359  NAD 83(1993)-  39 03 49.08895(N)    085 41 55.62734(W) AD(       ) 2
 JZ3359  NAD 83(1986)-  39 03 49.08680(N)    085 41 55.63660(W) AD(       ) 2
 JZ3359  NAD 27      -  39 03 48.89900(N)    085 41 55.57700(W) AD(       ) 2
 JZ3359  USSD        -  39 03 49.04100(N)    085 41 55.41200(W) AD(       ) 3
 JZ3359  NGVD 29             213.85   (m)          701.6    (f) LEVELING    3  
 JZ3359
 JZ3359.Superseded values are not recommended for survey control.
 JZ3359
 JZ3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3359.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3359
 JZ3359_MARKER: DS = TRIANGULATION STATION DISK
 JZ3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3359_STAMPING: BOON 1920
 JZ3359_MARK LOGO: CGS
 JZ3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3359+STABILITY: SURFACE MOTION
 JZ3359
 JZ3359  HISTORY     - Date     Condition        Report By
 JZ3359  HISTORY     - 1920     MONUMENTED       CGS
 JZ3359  HISTORY     - 1931     SEE DESCRIPTION  INHD
 JZ3359
 JZ3359                          STATION DESCRIPTION
 JZ3359
 JZ3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3359'ABOUT 7-1/2 MILES N OF NORTH VERNON, 20 YARDS N OF A HIGHWAY
 JZ3359'CROSSING, ON THE E SIDE OF THE PENNSYLVANIA RAILROAD
 JZ3359'RIGHT-OF-WAY, 4.4 METERS-14.44 FEET-FROM THE FENCE LINE AND 4.96
 JZ3359'METERS-16.27 FEET-E OF THE E AND NEAREST RAIL.  THE STATION,
 JZ3359'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3359'THE REFERENCE MARK IS AT
 JZ3359'THE NEAR FENCE CORNER BY THE HIGHWAY CROSSING ON THE SAME SIDE OF THE
 JZ3359'TRACK, 20.08 METERS- 65.88 FEET- FROM THE STATION
 JZ3359'S 59 DEG 33 MIN E.
 JZ3359
 JZ3359                          STATION RECOVERY (1931)
 JZ3359
 JZ3359'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1931
 JZ3359'THE INDIANA STATE HIGHWAY COMMISSION, IN A LETTER DATED MARCH 9,
 JZ3359'1931, REQUESTED PERMISSION TO DESTROY THE STATION WHICH WAS IN
 JZ3359'THE RIGHT-OF-WAY OF A NEW HIGHWAY TO BE CONSTRUCTED.  THE DISK WHICH
 JZ3359'WAS SENT TO THE OFFICE IN AUGUST 1931, WAS THAT OF BOON
 JZ3359'REFERENCE MARK.  THE STATION MARK IS POSSIBLY STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2447 ***********************************************************************
 LB2447  DESIGNATION -  BOON
 LB2447  PID         -  LB2447
 LB2447  STATE/COUNTY-  IN/CASS
 LB2447  COUNTRY     -  US
 LB2447  USGS QUAD   -  GRASS CREEK (2019)
 LB2447
 LB2447                         *CURRENT SURVEY CONTROL
 LB2447  ______________________________________________________________________
 LB2447* NAD 83(1997) POSITION- 40 53 04.88910(N) 086 24 13.50303(W)   ADJUSTED
 LB2447* NAVD 88 ORTHO HEIGHT -   241.15  (+/-2cm)      791.2   (feet) VERTCON3
 LB2447  ______________________________________________________________________
 LB2447  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 LB2447  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LB2447  HORZ ORDER      -  SECOND
 LB2447  VERT ORDER      -  THIRD ? (See Below)
 LB2447
 LB2447.The horizontal coordinates were established by classical geodetic methods
 LB2447.and adjusted by the National Geodetic Survey in May 1999.
 LB2447
 LB2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2447
 LB2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2447.GEOID18 height accuracy estimate available here.
 LB2447
 LB2447.The vertical order pertains to the NGVD 29 superseded value.
 LB2447
 LB2447.Click photographs - Photos may exist for this station.
 LB2447
 LB2447.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2447
 LB2447. The following values were computed from the NAD 83(1997) position.
 LB2447
 LB2447;                    North         East     Units Scale Factor Converg.
 LB2447;SPC IN E     -   626,014.830    37,879.158   MT  1.00001415   -0 28 56.9
 LB2447;SPC IN E     - 2,053,850.32    124,275.20   sFT  1.00001415   -0 28 56.9
 LB2447;SPC IN W     -   625,975.613   957,274.614   MT  1.00000703   +0 26 41.4
 LB2447;SPC IN W     - 2,053,721.66  3,140,658.46   sFT  1.00000703   +0 26 41.4
 LB2447;UTM  16      - 4,526,127.927   550,232.888   MT  0.99963106   +0 23 25.0
 LB2447
 LB2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2447!SPC IN E     -   0.99996748  x   1.00001415  =   0.99998163
 LB2447!SPC IN W     -   0.99996748  x   1.00000703  =   0.99997451
 LB2447!UTM  16      -   0.99996748  x   0.99963106  =   0.99959855
 LB2447
 LB2447:                Primary Azimuth Mark                     Grid Az
 LB2447:SPC IN E     -  LUCERNE                                  179 05 00.1
 LB2447:SPC IN W     -  LUCERNE                                  178 09 21.8
 LB2447:UTM  16      -  LUCERNE                                  178 12 38.2
 LB2447
 LB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5023226127(NAD 83)
 LB2447
 LB2447|---------------------------------------------------------------------|
 LB2447| PID    Reference Object                     Distance      Geod. Az  |
 LB2447|                                                           dddmmss.s |
 LB2447| LB2448 LUCERNE                             APPROX. 0.9 KM 1783603.2 |
 LB2447| CC7850 BOON RM                              20.080 METERS 31250     |
 LB2447|---------------------------------------------------------------------|
 LB2447
 LB2447                          SUPERSEDED SURVEY CONTROL
 LB2447
 LB2447  NAD 83(1986)-  40 53 04.89509(N)    086 24 13.51278(W) AD(       ) 2
 LB2447  NAD 27      -  40 53 04.74260(N)    086 24 13.50230(W) AD(       ) 2
 LB2447  USSD        -  40 53 04.76500(N)    086 24 13.36300(W) AD(       ) 3
 LB2447  NGVD 29             241.26   (m)          791.5    (f) LEVELING    3  
 LB2447
 LB2447.Superseded values are not recommended for survey control.
 LB2447
 LB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2447.See file dsdata.pdf to determine how the superseded data were derived.
 LB2447
 LB2447_MARKER: DS = TRIANGULATION STATION DISK
 LB2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2447_STAMPING: BOON 1920
 LB2447_MARK LOGO: CGS
 LB2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2447+STABILITY: SURFACE MOTION
 LB2447
 LB2447  HISTORY     - Date     Condition        Report By
 LB2447  HISTORY     - 1920     MONUMENTED       CGS
 LB2447  HISTORY     - 1935     GOOD             CGS
 LB2447
 LB2447                          STATION DESCRIPTION
 LB2447
 LB2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2447'ABOUT 1-1/4 MILES N OF LUCERNE, ON THE W SIDE OF THE TRACK, ONE-HALF
 LB2447'MILE N OF THE MILEPOST T. H. 125, 500 YARDS S OF THE FIRST ROAD
 LB2447'CROSSING N OF THE LUCERNE RAILROAD STATION, 330 YARDS S OF A. W.
 LB2447'CARYS RESIDENCE, 4.810 METERS (15.78 FEET) W OF THE W AND NEAREST
 LB2447'RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 LB2447'TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON
 LB2447'THE SAME SIDE OF THE TRACK, 9.270 METERS (30.41 FEET) FROM THE
 LB2447'STATION N 47 DEG 10 MIN W.
 LB2447
 LB2447                          STATION RECOVERY (1935)
 LB2447
 LB2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB2447'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 LB2447'
 LB2447'THE STATION IS 1.4 MILES N OF LUCERNE.  ON W SIDE OF THE RAILROAD, ON
 LB2447'RAILROAD RIGHT-OF-WAY.  IT IS LEVEL WITH THE SURFACE OF THE GROUND,
 LB2447'IN A COW PATH 22 PACES N FROM NE CORNER OF AN ORCHARD, 15.78 FEET W
 LB2447'FROM THE W AND NEAREST RAIL.
 LB2447'
 LB2447'TO REACH FROM THE E-W ROAD CROSSING THE RAILROAD IN LUCERNE, GO N ON
 LB2447'GRAVEL ROAD ALONG E SIDE OF THE RAILROAD TRACK, 1.4 MILES TO
 LB2447'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2001 ***********************************************************************
 JA2001  DESIGNATION -  BOON
 JA2001  PID         -  JA2001
 JA2001  STATE/COUNTY-  IN/WARRICK
 JA2001  COUNTRY     -  US
 JA2001  USGS QUAD   -  BOONVILLE (2019)
 JA2001
 JA2001                         *CURRENT SURVEY CONTROL
 JA2001  ______________________________________________________________________
 JA2001* NAD 83(1997) POSITION- 38 06 43.44035(N) 087 16 49.46161(W)   ADJUSTED
 JA2001* NAVD 88 ORTHO HEIGHT -   147.85  (+/-2cm)      485.1   (feet) VERTCON3
 JA2001  ______________________________________________________________________
 JA2001  GEOID HEIGHT    -        -31.441 (meters)                     GEOID18
 JA2001  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 JA2001  HORZ ORDER      -  SECOND
 JA2001  VERT ORDER      -  THIRD ? (See Below)
 JA2001
 JA2001.The horizontal coordinates were established by classical geodetic methods
 JA2001.and adjusted by the National Geodetic Survey in May 1999.
 JA2001
 JA2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2001
 JA2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2001.GEOID18 height accuracy estimate available here.
 JA2001
 JA2001.The vertical order pertains to the NGVD 29 superseded value.
 JA2001
 JA2001.Click photographs - Photos may exist for this station.
 JA2001
 JA2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2001
 JA2001. The following values were computed from the NAD 83(1997) position.
 JA2001
 JA2001;                    North         East     Units Scale Factor Converg.
 JA2001;SPC IN W     -   317,951.091   882,717.565   MT  0.99997034   -0 07 17.9
 JA2001;SPC IN W     - 1,043,144.54  2,896,049.21   sFT  0.99997034   -0 07 17.9
 JA2001;UTM  16      - 4,218,286.304   475,418.590   MT  0.99960744   -0 10 23.0
 JA2001
 JA2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2001!SPC IN W     -   0.99998173  x   0.99997034  =   0.99995208
 JA2001!UTM  16      -   0.99998173  x   0.99960744  =   0.99958918
 JA2001
 JA2001:                Primary Azimuth Mark                     Grid Az
 JA2001:SPC IN W     -  BOON AZ MK                               341 05 09.5
 JA2001:UTM  16      -  BOON AZ MK                               341 08 14.6
 JA2001
 JA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7541818286(NAD 83)
 JA2001
 JA2001|---------------------------------------------------------------------|
 JA2001| PID    Reference Object                     Distance      Geod. Az  |
 JA2001|                                                           dddmmss.s |
 JA2001| CG7219 BOON RM 1                            22.896 METERS 06956     |
 JA2001| JA1998 BOONVILLE MUNICIPAL TANK            APPROX. 7.0 KM 1700306.8 |
 JA2001| JA1997 BOONVILLE CITY P AND L CO STK       APPROX. 7.4 KM 1742830.5 |
 JA2001| JA2002 BOONVILLE WARRICK CO CTHSE          APPROX. 7.0 KM 1760224.6 |
 JA2001| CG7220 BOON RM 2                            32.047 METERS 20355     |
 JA2001| CG7218 BOON AZ MK                                         3405751.6 |
 JA2001|---------------------------------------------------------------------|
 JA2001
 JA2001                          SUPERSEDED SURVEY CONTROL
 JA2001
 JA2001  NAD 83(1993)-  38 06 43.44398(N)    087 16 49.46161(W) AD(       ) 2
 JA2001  NAD 83(1986)-  38 06 43.44915(N)    087 16 49.46382(W) AD(       ) 2
 JA2001  NAD 27      -  38 06 43.27500(N)    087 16 49.44200(W) AD(       ) 2
 JA2001  NGVD 29             147.95   (m)          485.4    (f) LEVELING    3  
 JA2001
 JA2001.Superseded values are not recommended for survey control.
 JA2001
 JA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2001.See file dsdata.pdf to determine how the superseded data were derived.
 JA2001
 JA2001_MARKER: DS = TRIANGULATION STATION DISK
 JA2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2001_STAMPING: BOON 1945
 JA2001_MARK LOGO: CGS
 JA2001_PROJECTION: RECESSED 30 CENTIMETERS
 JA2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2001+STABILITY: SURFACE MOTION
 JA2001
 JA2001  HISTORY     - Date     Condition        Report By
 JA2001  HISTORY     - 1945     MONUMENTED       CGS
 JA2001  HISTORY     - 1946     GOOD             CGS
 JA2001
 JA2001                          STATION DESCRIPTION
 JA2001
 JA2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA2001'STATION IS LOCATED ON THE E SIDE OF STATE HIGHWAY 61, ABOUT 4 MILES N
 JA2001'OF BOONVILLE, 6 MILES W OF FOLSOMVILLE, AND ON LAND OWNED BY FRED W
 JA2001'BICKMEIER.  IT IS 42 FEET E OF THE APPROXIMATE CENTER OF THE HIGHWAY,
 JA2001'21 FEET SE OF A TELEPHONE, AND 82 FEET SW OF THE SW CORNER OF MR
 JA2001'BICKMEIERS HOUSE.
 JA2001'
 JA2001'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED BOON 1945,
 JA2001'AND IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  UNDERGROUND
 JA2001'MARK IS A BRONZE STATION DISK IN CONCRETE.
 JA2001'
 JA2001'REFERENCE MARK 1 IS 75.14 FEET NE OF THE STATION, IN AN E-W FENCE
 JA2001'LINE, AND 25 FEET S OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK IN
 JA2001'CONCRETE, STAMPED BOON NO 1 1945, AND PROJECTS ABOUT 3 INCHES.
 JA2001'
 JA2001'REFERENCE MARK 2 IS 108.22 FEET SSW OF THE STATION, ON THE W SIDE OF
 JA2001'THE HIGHWAY, 6 FEET S OF A POWER POLE, AND 26.5 FEET W OF THE
 JA2001'APPROXIMATE CENTER OF THE HIGHWAY.  IT IS A BRONZE REFERENCE DISK IN
 JA2001'CONCRETE, STAMPED BOON NO 2 1945, AND PROJECTS 4 INCHES.
 JA2001'
 JA2001'THE AZIMUTH MARK IS 0.2 MILE NO OF THE STATION, 42 FEET W OF THE
 JA2001'APPROXIMATE CENTER OF THE HIGHWAY, 2.5 FEET S OF A STANDARD WITNESS
 JA2001'POST, AND 5 FEET SW OF A FENCE CORNER.  IT IS A BRONZE AZIMUTH DISK IN
 JA2001'CONCRETE, STAMPED BOON 1945, AND PROJECTS ABOUT 4 INCHES.
 JA2001'
 JA2001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND 66 IN
 JA2001'BOONVILLE, GO N ON STATE HIGHWAY 61 FOR 4.3 MILES TO MR BICKMEIERS
 JA2001'HOUSE ON THE RIGHT AND STATION.  CONTINUE ON HIGHWAY 61 FOR 0.2 MILE
 JA2001'TO A DRIVEWAY LEFT AND THE AZIMUTH MARK.
 JA2001'
 JA2001'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA2001
 JA2001                          STATION RECOVERY (1946)
 JA2001
 JA2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA2001'STATION WAS RECOVERED AS DESCRIBED IN 1945.  ALL MARKS WERE FOUND IN
 JA2001'GOOD CONDITION AND THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED.
 JA2001'THE DISTANCE TO REFERENCE MARK NO 1 CHECKED CLOSELY BUT IN MEASURING
 JA2001'TO REFERENCE MARK NO 2 A DISCREPANCY OF APPROXIMATELY THREE FEET WAS
 JA2001'DISCLOSED.  IT APPEARED THAT IN THE 1945 MEASUREMENT THAT 106 FEET WAS
 JA2001'ERRONEOUSLY CALLED 109 FEET, A MISTAKE PROBABLY CAUSED BY READING THE
 JA2001'TAPE FROM THE WRONG SIDE.  UPON NOTING THIS DESCPEPANCY, THE DISTANCE
 JA2001'WAS CAREFULLY MEASURED AGAIN AND RECHECKED.  SURFACE, UNDERGROUND AND
 JA2001'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.  A COMPLETE
 JA2001'DESCRIPTION FOLLOWS.
 JA2001'
 JA2001'THIS STATION IS ALONG STATE HIGHWAY 61, 4 MILES NORTH FROM BOONVILLE,
 JA2001'ON PROPERTY OWNED BY FRED W BICKMEIER.  THE MARK IS 82 FEET SOUTHWEST
 JA2001'OF A NEW RED TILE HOUSE, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 JA2001'AND 30 FEET SOUTH OF THE HOUSE DRIVEWAY.  THE MARK IS 12 INCHES BELOW
 JA2001'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOON 1945.
 JA2001'
 JA2001'REFERENCE MARK NO 1 IS 22.896 METERS (75.12 FEET) NORTHEAST OF THE
 JA2001'STATION, 114 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 54 FEET
 JA2001'SOUTH OF THE TILE HOUSE, IN A FENCELINE.  THE MARK PROJECTS 3 INCHES
 JA2001'AND THE DISK IS STAMPED BOON NO 1 1945.
 JA2001'
 JA2001'REFERENCE MARK NO 2 IS 32.047 METERS (105.14 FEET) SOUTH OF THE
 JA2001'STATION, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH
 JA2001'OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 JA2001'INCHES AND THE DISK IS STAMPED BOON NO 2 1945.
 JA2001'
 JA2001'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION ALONG STATE
 JA2001'HIGHWAY 61, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 JA2001'NORTH OF A GRAVEL ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST, IN A
 JA2001'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOON
 JA2001'1945.
 JA2001'
 JA2001'TO REACH FROM LYNNVILLE AT THE JUNCTION OF STATE HIGHWAYS 61 AND 68,
 JA2001'GO SOUTH ON STATE HIGHWAY 61 FOR 5.8 MILES TO THE RED TILE HOUSE AND
 JA2001'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0898 ***********************************************************************
 LB0898  DESIGNATION -  BOON C 10
 LB0898  PID         -  LB0898
 LB0898  STATE/COUNTY-  IN/BOONE
 LB0898  COUNTRY     -  US
 LB0898  USGS QUAD   -  SHANNONDALE (2019)
 LB0898
 LB0898                         *CURRENT SURVEY CONTROL
 LB0898  ______________________________________________________________________
 LB0898* NAD 83(1986) POSITION- 40 03 17.     (N) 086 41 43.     (W)   SCALED
 LB0898* NAVD 88 ORTHO HEIGHT -   261.615 (meters)      858.32  (feet) ADJUSTED
 LB0898  ______________________________________________________________________
 LB0898  GEOID HEIGHT    -        -33.537 (meters)                     GEOID18
 LB0898  DYNAMIC HEIGHT  -        261.473 (meters)      857.85  (feet) COMP
 LB0898  MODELED GRAVITY -    980,077.8   (mgal)                       NAVD 88
 LB0898
 LB0898  VERT ORDER      -  SECOND    CLASS 0
 LB0898
 LB0898.The horizontal coordinates were scaled from a map and have
 LB0898.an estimated accuracy of +/- 6 seconds.
 LB0898
 LB0898.The orthometric height was determined by differential leveling and
 LB0898.adjusted by the NATIONAL GEODETIC SURVEY
 LB0898.in June 1991.
 LB0898
 LB0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0898.GEOID18 height accuracy estimate available here.
 LB0898
 LB0898.Click photographs - Photos may exist for this station.
 LB0898
 LB0898.The dynamic height is computed by dividing the NAVD 88
 LB0898.geopotential number by the normal gravity value computed on the
 LB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0898.degrees latitude (g = 980.6199 gals.).
 LB0898
 LB0898.The modeled gravity was interpolated from observed gravity values.
 LB0898
 LB0898;                    North         East    Units  Estimated Accuracy
 LB0898;SPC IN W     -   533,670.      933,110.      MT  (+/- 180 meters Scaled)
 LB0898
 LB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK259338(NAD 83)
 LB0898
 LB0898                          SUPERSEDED SURVEY CONTROL
 LB0898
 LB0898  NGVD 29 (??/??/92)  261.718  (m)          858.65   (f) ADJ UNCH    2 0
 LB0898
 LB0898.Superseded values are not recommended for survey control.
 LB0898
 LB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0898.See file dsdata.pdf to determine how the superseded data were derived.
 LB0898
 LB0898_MARKER: DD = SURVEY DISK
 LB0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0898_STAMPING: BOON C 10
 LB0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0898+STABILITY: SURFACE MOTION
 LB0898
 LB0898  HISTORY     - Date     Condition        Report By
 LB0898  HISTORY     - UNK      MONUMENTED       INHD
 LB0898  HISTORY     - 1946     GOOD             CGS
 LB0898
 LB0898                          STATION DESCRIPTION
 LB0898
 LB0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0898'AT SHANNONDALE.
 LB0898'AT SHANNONDALE, AT THE EAST EDGE OF TOWN, ON THE EAST SIDE OF
 LB0898'THE COUNTY LINE ROAD AND IN THE NORTHEAST QUARTER OF THE COUNTY
 LB0898'LINE ROAD JUNCTION, 56 FEET NORTH OF THE CENTER LINE OF STATE
 LB0898'HIGHWAY 32, 38 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE
 LB0898'ROAD, 32.5 FEET NORTHWEST OF A FENCE CORNER, 3.0 FEET SOUTH OF
 LB0898'A FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST AND
 LB0898'ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  AN INDIANA STATE HIGHWAY
 LB0898'COMMISSION STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 LB0898'PROJECTING 1 FOOT ABOVE GROUND.  STAMPED BOON C 10.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0635 ***********************************************************************
 LB0635  DESIGNATION -  BOON C 2
 LB0635  PID         -  LB0635
 LB0635  STATE/COUNTY-  IN/BOONE
 LB0635  COUNTRY     -  US
 LB0635  USGS QUAD   -  LEBANON (2019)
 LB0635
 LB0635                         *CURRENT SURVEY CONTROL
 LB0635  ______________________________________________________________________
 LB0635* NAD 83(1986) POSITION- 40 03 54.21   (N) 086 28 21.17   (W)   HD_HELD1
 LB0635* NAVD 88 ORTHO HEIGHT -   283.432 (meters)      929.89  (feet) ADJUSTED
 LB0635  ______________________________________________________________________
 LB0635  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 LB0635  DYNAMIC HEIGHT  -        283.276 (meters)      929.38  (feet) COMP
 LB0635  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LB0635
 LB0635  VERT ORDER      -  SECOND    CLASS 0
 LB0635
 LB0635.The horizontal coordinates were determined by differentially corrected
 LB0635.hand held GPS observations or other comparable positioning techniques
 LB0635.and have an estimated accuracy of +/- 3 meters.
 LB0635
 LB0635.The orthometric height was determined by differential leveling and
 LB0635.adjusted by the NATIONAL GEODETIC SURVEY
 LB0635.in June 1991.
 LB0635
 LB0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0635.GEOID18 height accuracy estimate available here.
 LB0635
 LB0635.Click photographs - Photos may exist for this station.
 LB0635
 LB0635.The dynamic height is computed by dividing the NAVD 88
 LB0635.geopotential number by the normal gravity value computed on the
 LB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0635.degrees latitude (g = 980.6199 gals.).
 LB0635
 LB0635.The modeled gravity was interpolated from observed gravity values.
 LB0635
 LB0635;                    North         East    Units  Estimated Accuracy
 LB0635;SPC IN W     -   534,919.9     952,106.3     MT  (+/- 3 meters HH1 GPS) 
 LB0635
 LB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4498035111(NAD 83)
 LB0635
 LB0635                          SUPERSEDED SURVEY CONTROL
 LB0635
 LB0635  NGVD 29 (??/??/92)  283.533  (m)          930.22   (f) ADJ UNCH    2 0
 LB0635
 LB0635.Superseded values are not recommended for survey control.
 LB0635
 LB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0635.See file dsdata.pdf to determine how the superseded data were derived.
 LB0635
 LB0635_MARKER: DD = SURVEY DISK
 LB0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0635_SP_SET: BRIDGE WINGWALL
 LB0635_STAMPING: BOON C 2
 LB0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0635
 LB0635  HISTORY     - Date     Condition        Report By
 LB0635  HISTORY     - UNK      MONUMENTED       INHD
 LB0635  HISTORY     - 1946     GOOD             CGS
 LB0635
 LB0635                          STATION DESCRIPTION
 LB0635
 LB0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0635'1.2 MI N FROM LEBANON.
 LB0635'ALONG STATE HIGHWAY 39 ABOUT 1.2 MILE NORTH OF THE COUNTY COURT
 LB0635'HOUSE AT LEBANON, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF AN
 LB0635'18-FOOT CONCRETE BRIDGE, 17 FEET EAST OF THE CENTER LINE OF THE
 LB0635'HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  AN INDIANA STATE
 LB0635'HIGHWAY COMMISSION STANDARD DISK, STAMPED BOON C 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0644 ***********************************************************************
 LB0644  DESIGNATION -  BOON C 3
 LB0644  PID         -  LB0644
 LB0644  STATE/COUNTY-  IN/BOONE
 LB0644  COUNTRY     -  US
 LB0644  USGS QUAD   -  MECHANICSBURG (2019)
 LB0644
 LB0644                         *CURRENT SURVEY CONTROL
 LB0644  ______________________________________________________________________
 LB0644* NAD 83(1986) POSITION- 40 09 41.25   (N) 086 29 07.92   (W)   HD_HELD1
 LB0644* NAVD 88 ORTHO HEIGHT -   264.180 (meters)      866.73  (feet) ADJUSTED
 LB0644  ______________________________________________________________________
 LB0644  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 LB0644  DYNAMIC HEIGHT  -        264.036 (meters)      866.26  (feet) COMP
 LB0644  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LB0644
 LB0644  VERT ORDER      -  SECOND    CLASS 0
 LB0644
 LB0644.The horizontal coordinates were determined by differentially corrected
 LB0644.hand held GPS observations or other comparable positioning techniques
 LB0644.and have an estimated accuracy of +/- 3 meters.
 LB0644
 LB0644.The orthometric height was determined by differential leveling and
 LB0644.adjusted by the NATIONAL GEODETIC SURVEY
 LB0644.in June 1991.
 LB0644
 LB0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0644.GEOID18 height accuracy estimate available here.
 LB0644
 LB0644.Click photographs - Photos may exist for this station.
 LB0644
 LB0644.The dynamic height is computed by dividing the NAVD 88
 LB0644.geopotential number by the normal gravity value computed on the
 LB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0644.degrees latitude (g = 980.6199 gals.).
 LB0644
 LB0644.The modeled gravity was interpolated from observed gravity values.
 LB0644
 LB0644;                    North         East    Units  Estimated Accuracy
 LB0644;SPC IN W     -   545,616.1     950,926.5     MT  (+/- 3 meters HH1 GPS) 
 LB0644
 LB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4381145804(NAD 83)
 LB0644
 LB0644                          SUPERSEDED SURVEY CONTROL
 LB0644
 LB0644  NGVD 29 (??/??/92)  264.282  (m)          867.07   (f) ADJ UNCH    2 0
 LB0644
 LB0644.Superseded values are not recommended for survey control.
 LB0644
 LB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0644.See file dsdata.pdf to determine how the superseded data were derived.
 LB0644
 LB0644_MARKER: DD = SURVEY DISK
 LB0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0644_SP_SET: BRIDGE WINGWALL
 LB0644_STAMPING: BOON C 3
 LB0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0644
 LB0644  HISTORY     - Date     Condition        Report By
 LB0644  HISTORY     - UNK      MONUMENTED       INHD
 LB0644  HISTORY     - 1946     GOOD             CGS
 LB0644  HISTORY     - 20110505 GOOD             JCLS
 LB0644
 LB0644                          STATION DESCRIPTION
 LB0644
 LB0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0644'AT MECHANICSBURG.
 LB0644'ALONG STATE HIGHWAY 39, AT MECHANICSBURG, ABOUT 0.15 MILE
 LB0644'NORTH OF THE BANK BUILDING, SET IN THE TOP OF THE SOUTHEAST
 LB0644'WINGWALL OF A STEEL BRIDGE OVER SUGAR CREEK, 17.5 FEET EAST
 LB0644'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY
 LB0644'LEVEL.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD DISK,
 LB0644'STAMPED BOON C 3.
 LB0644
 LB0644                          STATION RECOVERY (2011)
 LB0644
 LB0644'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0857 ***********************************************************************
 LB0857  DESIGNATION -  BOON C 9
 LB0857  PID         -  LB0857
 LB0857  STATE/COUNTY-  IN/BOONE
 LB0857  COUNTRY     -  US
 LB0857  USGS QUAD   -  THORNTOWN (2019)
 LB0857
 LB0857                         *CURRENT SURVEY CONTROL
 LB0857  ______________________________________________________________________
 LB0857* NAD 83(1986) POSITION- 40 07 35.     (N) 086 33 43.     (W)   SCALED
 LB0857* NAVD 88 ORTHO HEIGHT -   267.697 (meters)      878.27  (feet) ADJUSTED
 LB0857  ______________________________________________________________________
 LB0857  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 LB0857  DYNAMIC HEIGHT  -        267.552 (meters)      877.79  (feet) COMP
 LB0857  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LB0857
 LB0857  VERT ORDER      -  SECOND    CLASS 0
 LB0857
 LB0857.The horizontal coordinates were scaled from a map and have
 LB0857.an estimated accuracy of +/- 6 seconds.
 LB0857
 LB0857.The orthometric height was determined by differential leveling and
 LB0857.adjusted by the NATIONAL GEODETIC SURVEY
 LB0857.in June 1991.
 LB0857
 LB0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0857.GEOID18 height accuracy estimate available here.
 LB0857
 LB0857.Click photographs - Photos may exist for this station.
 LB0857
 LB0857.The dynamic height is computed by dividing the NAVD 88
 LB0857.geopotential number by the normal gravity value computed on the
 LB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0857.degrees latitude (g = 980.6199 gals.).
 LB0857
 LB0857.The modeled gravity was interpolated from observed gravity values.
 LB0857
 LB0857;                    North         East    Units  Estimated Accuracy
 LB0857;SPC IN W     -   541,680.      944,440.      MT  (+/- 180 meters Scaled)
 LB0857
 LB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK373418(NAD 83)
 LB0857
 LB0857                          SUPERSEDED SURVEY CONTROL
 LB0857
 LB0857  NGVD 29 (??/??/92)  267.794  (m)          878.59   (f) ADJ UNCH    2 0
 LB0857
 LB0857.Superseded values are not recommended for survey control.
 LB0857
 LB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0857.See file dsdata.pdf to determine how the superseded data were derived.
 LB0857
 LB0857_MARKER: DD = SURVEY DISK
 LB0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0857_STAMPING: BOON C 9
 LB0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0857+STABILITY: SURFACE MOTION
 LB0857
 LB0857  HISTORY     - Date     Condition        Report By
 LB0857  HISTORY     - UNK      MONUMENTED       INHD
 LB0857  HISTORY     - 1946     GOOD             CGS
 LB0857
 LB0857                          STATION DESCRIPTION
 LB0857
 LB0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0857'2.4 MI E FROM THORNTOWN.
 LB0857'ALONG STATE HIGHWAY 47 ABOUT 2.35 MILES EAST OF THE MUNICIPAL
 LB0857'BUILDING AT THORNTOWN, AT THE INTERSECTION WITH U.S. HIGHWAY 52,
 LB0857'IN THE SOUTHWEST QUARTER OF THE INTERSECTION, 49 FEET SOUTH OF
 LB0857'THE CENTER LINE OF HIGHWAY 47, 110 FEET WEST OF THE WEST EDGE OF
 LB0857'THE SOUTH BOUND PAVEMENT OF HIGHWAY 52, 1.7 FEET NORTHEAST OF
 LB0857'THE RIGHT-OF-WAY FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 LB0857'POST AND IN TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT
 LB0857'ABOVE THE GROUND.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD
 LB0857'DISK, STAMPED BOON C 9.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1747 ***********************************************************************
 JA1747  DESIGNATION -  BOONE
 JA1747  PID         -  JA1747
 JA1747  STATE/COUNTY-  IN/HARRISON
 JA1747  COUNTRY     -  US
 JA1747  USGS QUAD   -  LACONIA (2019)
 JA1747
 JA1747                         *CURRENT SURVEY CONTROL
 JA1747  ______________________________________________________________________
 JA1747* NAD 83(1997) POSITION- 38 04 05.76425(N) 086 03 39.53190(W)   ADJUSTED
 JA1747* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 JA1747  ______________________________________________________________________
 JA1747  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 JA1747  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 JA1747  HORZ ORDER      -  SECOND
 JA1747
 JA1747.The horizontal coordinates were established by classical geodetic methods
 JA1747.and adjusted by the National Geodetic Survey in May 1999.
 JA1747
 JA1747.The orthometric height was scaled from a topographic map.
 JA1747
 JA1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1747.GEOID18 height accuracy estimate available here.
 JA1747
 JA1747.Click photographs - Photos may exist for this station.
 JA1747
 JA1747.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1747
 JA1747. The following values were computed from the NAD 83(1997) position.
 JA1747
 JA1747;                    North         East     Units Scale Factor Converg.
 JA1747;SPC IN E     -   313,144.723    65,399.612   MT  0.99998141   -0 14 35.3
 JA1747;SPC IN E     - 1,027,375.65    214,565.23   sFT  0.99998141   -0 14 35.3
 JA1747;UTM  16      - 4,213,805.726   582,367.759   MT  0.99968356   +0 34 44.5
 JA1747
 JA1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1747!SPC IN E     -   0.99997005  x   0.99998141  =   0.99995146
 JA1747!UTM  16      -   0.99997005  x   0.99968356  =   0.99965362
 JA1747
 JA1747:                Primary Azimuth Mark                     Grid Az
 JA1747:SPC IN E     -  BOONE AZ MK                              092 51 18.7
 JA1747:UTM  16      -  BOONE AZ MK                              092 01 58.9
 JA1747
 JA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8236713805(NAD 83)
 JA1747
 JA1747|---------------------------------------------------------------------|
 JA1747| PID    Reference Object                     Distance      Geod. Az  |
 JA1747|                                                           dddmmss.s |
 JA1747| CG7221 BOONE AZ MK                                        0923643.4 |
 JA1747| JA1748 W 32                                171.900 METERS 09327     |
 JA1747| CG7222 BOONE RM 1                           27.103 METERS 11520     |
 JA1747| CG7223 BOONE RM 2                           35.348 METERS 23331     |
 JA1747|---------------------------------------------------------------------|
 JA1747
 JA1747                          SUPERSEDED SURVEY CONTROL
 JA1747
 JA1747  NAD 83(1993)-  38 04 05.76432(N)    086 03 39.53224(W) AD(       ) 2
 JA1747  NAD 83(1986)-  38 04 05.76987(N)    086 03 39.53835(W) AD(       ) 2
 JA1747  NAD 27      -  38 04 05.50900(N)    086 03 39.66000(W) AD(       ) 2
 JA1747
 JA1747.Superseded values are not recommended for survey control.
 JA1747
 JA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1747.See file dsdata.pdf to determine how the superseded data were derived.
 JA1747
 JA1747_MARKER: DS = TRIANGULATION STATION DISK
 JA1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1747_STAMPING: BOONE 1947
 JA1747_MARK LOGO: CGS
 JA1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1747+STABILITY: SURFACE MOTION
 JA1747
 JA1747  HISTORY     - Date     Condition        Report By
 JA1747  HISTORY     - 1947     MONUMENTED       CGS
 JA1747  HISTORY     - 1952     SEE DESCRIPTION  CGS
 JA1747
 JA1747                          STATION DESCRIPTION
 JA1747
 JA1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1747'STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF LACONIA, IN THE SOUTHEAST
 JA1747'YARD CORNER OF A FARMHOUSE OWNED BY MRS. NETTIE WOODS, 54 FEET
 JA1747'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 50 FEET EAST
 JA1747'OF THE SOUTHEAST CORNER OF THE FARMHOUSE, AND 10 FEET WEST OF
 JA1747'THE WEST EDGE OF A FIELD. THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 JA1747'STAMPED BOONE 1947.
 JA1747'
 JA1747'REFERENCE MARK NO 1 IS 88.92 FEET EAST-SOUTHEAST OF THE STATION, IN
 JA1747'THE SOUTH EDGE OF THE FIELD. THE MARK PROJECTS 4 INCHES, AND THE
 JA1747'DISK IS STAMPED BOONE NO 1 1947.
 JA1747'
 JA1747'REFERENCE MARK NO. 2 IS 115.97 FEET SOUTHWEST OF THE STATION, ON THE
 JA1747'SOUTH BANK OF THE ROAD. THE MARK PROJECTS 6 INCHES, AND THE
 JA1747'DISK IS STAMPED BOONE NO 2 1947.
 JA1747'
 JA1747'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 16 FEET SOUTH OF THE
 JA1747'APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, AND 5 FEET NORTHWEST
 JA1747'OF THE NORTHWEST FENCE CORNER OF A SMALL APPLE ORCHARD OWNED BY W.J.
 JA1747'KINZER. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 JA1747'BOONE 1947.
 JA1747'
 JA1747'W 32 1937 U.S.G.S. IS 563.99 FEET EAST OF THE STATION, 0.1 MILE EAST
 JA1747'OF THE WOODS FARMHOUSE, 25 FEET NORTH OF THE APPROXIMATE
 JA1747'CENTERLINE OF THE GARAVELED ROAD, AND 23 FEET WEST OF THE
 JA1747'APPROXIMATE CENTERLINE OF A DIRT SIDE ROAD. A TRAVERSE CONNECTION
 JA1747'WAS MEASURED TO STATION BOONE. THIS MARK IS A BRONZE DISK SET IN A
 JA1747'SQUARE CONCRETE BLOCK. THE MARK PROJECTS 1 INCH, AND THE DISK
 JA1747'IS STAMPED W 32 1937 718.
 JA1747'
 JA1747'TO REACH STATION BOONE FROM THE RIGHT-ANGLE TURN IN STATE HWY. 11 IN
 JA1747'LACONIA, GO NORTH ON THE HIGHWAY FOR 2.6 MILES TO GOSHEN CEMETERY
 JA1747'ON LEFT AND A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 JA1747'0.85 MILE TO A FARMHOUSE AND STATION ON LEFT.
 JA1747'
 JA1747'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1747
 JA1747                          STATION RECOVERY (1952)
 JA1747
 JA1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 JA1747'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1747'CONDITION. THE STATION MARK WAS LOWERED AT THE REQUEST OF THE
 JA1747'PROPERTY OWNER WHO IS NOW WILLIAM SWANK. THE MARK IS NOW 24 INCHES
 JA1747'BELOW THE SURFACE AND THE DISKS ARE STAMPED BOONE 1947 1952.
 JA1747'THE OLD DESCRIPTION IS ADEQUATE.
 JA1747'
 JA1747'NO OBSERVATIONS WERE MADE AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1997 ***********************************************************************
 JA1997  DESIGNATION -  BOONVILLE CITY P AND L CO STK
 JA1997  PID         -  JA1997
 JA1997  STATE/COUNTY-  IN/WARRICK
 JA1997  COUNTRY     -  US
 JA1997  USGS QUAD   -  BOONVILLE (2019)
 JA1997
 JA1997                         *CURRENT SURVEY CONTROL
 JA1997  ______________________________________________________________________
 JA1997* NAD 83(1997) POSITION- 38 02 45.02308(N) 087 16 20.29976(W)   ADJUSTED
 JA1997  ______________________________________________________________________
 JA1997  GEOID HEIGHT    -        -31.331 (meters)                     GEOID18
 JA1997  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 JA1997  HORZ ORDER      -  THIRD
 JA1997
 JA1997.The horizontal coordinates were established by classical geodetic methods
 JA1997.and adjusted by the National Geodetic Survey in May 1999.
 JA1997
 JA1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1997.GEOID18 height accuracy estimate available here.
 JA1997
 JA1997.Click photographs - Photos may exist for this station.
 JA1997
 JA1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1997
 JA1997. The following values were computed from the NAD 83(1997) position.
 JA1997
 JA1997;                    North         East     Units Scale Factor Converg.
 JA1997;SPC IN W     -   310,598.785   883,412.993   MT  0.99997005   -0 06 59.3
 JA1997;SPC IN W     - 1,019,022.85  2,898,330.79   sFT  0.99997005   -0 06 59.3
 JA1997;UTM  16      - 4,210,936.046   476,107.173   MT  0.99960703   -0 10 04.2
 JA1997
 JA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7610710936(NAD 83)
 JA1997
 JA1997                          SUPERSEDED SURVEY CONTROL
 JA1997
 JA1997  NAD 83(1993)-  38 02 45.02637(N)    087 16 20.29978(W) AD(       ) 3
 JA1997  NAD 83(1986)-  38 02 45.03213(N)    087 16 20.30198(W) AD(       ) 3
 JA1997  NAD 27      -  38 02 44.86100(N)    087 16 20.28500(W) AD(       ) 3
 JA1997
 JA1997.Superseded values are not recommended for survey control.
 JA1997
 JA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1997.See file dsdata.pdf to determine how the superseded data were derived.
 JA1997
 JA1997_MARKER: 63 = STACK
 JA1997
 JA1997  HISTORY     - Date     Condition        Report By
 JA1997  HISTORY     - 1945     FIRST OBSERVED   CGS
 JA1997
 JA1997                          STATION DESCRIPTION
 JA1997
 JA1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1997'THIS INTERSECTION STATION IS LOCATED IN THE SE EDGE OF THE VILLAGE OF
 JA1997'BOONVILLE.  STACK
 JA1997'IS CONSTRUCTED OF RED BRICK AND WAS ERRECTED IN
 JA1997'1942.  IT IS 180 FEET HIGH.  POINT
 JA1997'INTERSECTED WAS CENTER OF STACK AT APEX.
 JA1997'
 JA1997'TO REACH STATION FROM SE CORNER OF COURTHOUSE IN BOONVILLE, GO S ON
 JA1997'THIRD STREET, 0.15
 JA1997'MILE TO EAST ELM STREET, TURN E ON ELM STREET AND
 JA1997'GO 1 BLOCK TO SOUTH FOURTH STREET,
 JA1997'TURN RIGHT AND GO 1 BLOCK TO
 JA1997'RAILROAD TRACK AND STATION AT LEFT.  STATION IS 110
 JA1997'FEET N OF
 JA1997'SOUTHERN BRANCH RAILROAD AND 50 FEET W ON SOUTH FIFTH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1998 ***********************************************************************
 JA1998  DESIGNATION -  BOONVILLE MUNICIPAL TANK
 JA1998  PID         -  JA1998
 JA1998  STATE/COUNTY-  IN/WARRICK
 JA1998  COUNTRY     -  US
 JA1998  USGS QUAD   -  BOONVILLE (2019)
 JA1998
 JA1998                         *CURRENT SURVEY CONTROL
 JA1998  ______________________________________________________________________
 JA1998* NAD 83(1997) POSITION- 38 02 59.04207(N) 087 15 59.69011(W)   ADJUSTED
 JA1998  ______________________________________________________________________
 JA1998  GEOID HEIGHT    -        -31.339 (meters)                     GEOID18
 JA1998  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 JA1998  HORZ ORDER      -  THIRD
 JA1998
 JA1998.The horizontal coordinates were established by classical geodetic methods
 JA1998.and adjusted by the National Geodetic Survey in May 1999.
 JA1998
 JA1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1998.GEOID18 height accuracy estimate available here.
 JA1998
 JA1998.Click photographs - Photos may exist for this station.
 JA1998
 JA1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1998
 JA1998. The following values were computed from the NAD 83(1997) position.
 JA1998
 JA1998;                    North         East     Units Scale Factor Converg.
 JA1998;SPC IN W     -   311,030.007   883,916.348   MT  0.99996985   -0 06 46.6
 JA1998;SPC IN W     - 1,020,437.61  2,899,982.22   sFT  0.99996985   -0 06 46.6
 JA1998;UTM  16      - 4,211,366.660   476,610.732   MT  0.99960674   -0 09 51.5
 JA1998
 JA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7661011366(NAD 83)
 JA1998
 JA1998                          SUPERSEDED SURVEY CONTROL
 JA1998
 JA1998  NAD 83(1993)-  38 02 59.04536(N)    087 15 59.69011(W) AD(       ) 3
 JA1998  NAD 83(1986)-  38 02 59.05115(N)    087 15 59.69232(W) AD(       ) 3
 JA1998  NAD 27      -  38 02 58.87900(N)    087 15 59.67700(W) AD(       ) 3
 JA1998
 JA1998.Superseded values are not recommended for survey control.
 JA1998
 JA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1998.See file dsdata.pdf to determine how the superseded data were derived.
 JA1998
 JA1998_MARKER: 53 = ELEVATED TANK
 JA1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1998+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2010
 JA1998
 JA1998  HISTORY     - Date     Condition        Report By
 JA1998  HISTORY     - 1945     FIRST OBSERVED   CGS
 JA1998  HISTORY     - 20101007 GOOD             GEOCAC
 JA1998
 JA1998                          STATION DESCRIPTION
 JA1998
 JA1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1998'THIS INTERSECTION STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE
 JA1998'OF BOONVILLE,
 JA1998'INDIANIA.  WATER TANK IS A FOUR LEG STRUCTURE (STEEL)
 JA1998'PAINTED SILVER.  BOONVILLE IN
 JA1998'LARGE BLACK LETTERS IS PAINTED ON THE
 JA1998'EAST OF TANK.  STATION IS 170 FEET HIGH AND WAS
 JA1998'ERECTED IN 1905.
 JA1998'POINT INTERSECTED WAS STEEL BALL AT APEX.
 JA1998'
 JA1998'TO REACH FROM THE NORTHEAST CORNER OF COURT HOUSE IN BOONVILLE,
 JA1998'INDIANA, GO EAST ON
 JA1998'MAIN ST 0.4 MI TO N 8TH ST TURN NORTH ON 8TH ST AND GO 300
 JA1998'FEET TO STATION ON RIGHT.
 JA1998'STATION IS 170 FEET EAST OF N 8TH ST, 30
 JA1998'FEET SOUTH OF MULBERRY ST AND 300 FEET NORTH
 JA1998'OF STATE ROUTE 62.
 JA1998'
 JA1998'BOONVILLE MUNICIPAL TANK RECOVERED IN 1946 BY W J CHOVAN.
 JA1998
 JA1998                          STATION RECOVERY (2010)
 JA1998
 JA1998'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1998'TANK OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2002 ***********************************************************************
 JA2002  DESIGNATION -  BOONVILLE WARRICK CO CTHSE
 JA2002  PID         -  JA2002
 JA2002  STATE/COUNTY-  IN/WARRICK
 JA2002  COUNTRY     -  US
 JA2002  USGS QUAD   -  BOONVILLE (2019)
 JA2002
 JA2002                         *CURRENT SURVEY CONTROL
 JA2002  ______________________________________________________________________
 JA2002* NAD 83(1997) POSITION- 38 02 58.27458(N) 087 16 29.75102(W)   ADJUSTED
 JA2002  ______________________________________________________________________
 JA2002  GEOID HEIGHT    -        -31.337 (meters)                     GEOID18
 JA2002  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 JA2002  HORZ ORDER      -  THIRD
 JA2002
 JA2002.The horizontal coordinates were established by classical geodetic methods
 JA2002.and adjusted by the National Geodetic Survey in May 1999.
 JA2002
 JA2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2002.GEOID18 height accuracy estimate available here.
 JA2002
 JA2002.Click photographs - Photos may exist for this station.
 JA2002
 JA2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2002
 JA2002. The following values were computed from the NAD 83(1997) position.
 JA2002
 JA2002;                    North         East     Units Scale Factor Converg.
 JA2002;SPC IN W     -   311,007.822   883,183.395   MT  0.99997015   -0 07 05.1
 JA2002;SPC IN W     - 1,020,364.83  2,897,577.52   sFT  0.99997015   -0 07 05.1
 JA2002;UTM  16      - 4,211,345.140   475,878.025   MT  0.99960717   -0 10 10.0
 JA2002
 JA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7587811345(NAD 83)
 JA2002
 JA2002                          SUPERSEDED SURVEY CONTROL
 JA2002
 JA2002  NAD 83(1993)-  38 02 58.27791(N)    087 16 29.75099(W) AD(       ) 3
 JA2002  NAD 83(1986)-  38 02 58.28365(N)    087 16 29.75323(W) AD(       ) 3
 JA2002  NAD 27      -  38 02 58.11400(N)    087 16 29.73400(W) AD(       ) 3
 JA2002
 JA2002.Superseded values are not recommended for survey control.
 JA2002
 JA2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2002.See file dsdata.pdf to determine how the superseded data were derived.
 JA2002
 JA2002_MARKER: 89 = SPIRE
 JA2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2002+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2010
 JA2002
 JA2002  HISTORY     - Date     Condition        Report By
 JA2002  HISTORY     - 1945     FIRST OBSERVED   CGS
 JA2002  HISTORY     - 20101007 GOOD             GEOCAC
 JA2002
 JA2002                          STATION DESCRIPTION
 JA2002
 JA2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA2002'THIS INTERSECTION STATION IS LOCATED AT THE PUBLIC SQUARE, IN THE
 JA2002'VILLAGE OF
 JA2002'BOONVILLE, INDIANA.  THE BUILDING IS CONSTRUCTED OF
 JA2002'SANDSTONE AND GRANITE, 120
 JA2002'FEET HIGH, AND WAS ERECTED IN 1904.  IT
 JA2002'HAS FOUR-SIDED CLOCK NEAR THE APPEX WHICH
 JA2002'FACES N, S, E, AND W.  THE
 JA2002'COURTHOUSE IS ENCLOSED ON ALL FOUR SIDES BY SECOND STREET TO
 JA2002'THE W, THIRD
 JA2002'STREET TO THE E, MAIN STREET TO THE N, AND LOCUST STREET TO THE
 JA2002'S.
 JA2002'
 JA2002'OBJECT OBSERVED WAS SMALL SPIRE (ABOUT 18 INCHES HIGH) AT THE APEX OF
 JA2002'THE COURTHOUSE.
 JA2002
 JA2002                          STATION RECOVERY (2010)
 JA2002
 JA2002'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA2002'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2301 ***********************************************************************
 HZ2301  DESIGNATION -  BORDEN AZ MK
 HZ2301  PID         -  HZ2301
 HZ2301  STATE/COUNTY-  IN/CLARK
 HZ2301  COUNTRY     -  US
 HZ2301  USGS QUAD   -  BORDEN (2019)
 HZ2301
 HZ2301                         *CURRENT SURVEY CONTROL
 HZ2301  ______________________________________________________________________
 HZ2301* NAD 83(1997) POSITION- 38 26 40.97763(N) 085 53 59.23151(W)   ADJUSTED
 HZ2301* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 HZ2301  ______________________________________________________________________
 HZ2301  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 HZ2301  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 HZ2301  HORZ ORDER      -  THIRD
 HZ2301
 HZ2301.The horizontal coordinates were established by classical geodetic methods
 HZ2301.and adjusted by the National Geodetic Survey in May 1999.
 HZ2301
 HZ2301.The orthometric height was scaled from a topographic map.
 HZ2301
 HZ2301.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2301.GEOID18 height accuracy estimate available here.
 HZ2301
 HZ2301.Click photographs - Photos may exist for this station.
 HZ2301
 HZ2301.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2301
 HZ2301. The following values were computed from the NAD 83(1997) position.
 HZ2301
 HZ2301;                    North         East     Units Scale Factor Converg.
 HZ2301;SPC IN E     -   354,881.906    79,649.441   MT  0.99997176   -0 08 41.8
 HZ2301;SPC IN E     - 1,164,308.39    261,316.54   sFT  0.99997176   -0 08 41.8
 HZ2301;UTM  16      - 4,255,732.246   596,010.912   MT  0.99971352   +0 41 02.8
 HZ2301
 HZ2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2301!SPC IN E     -   0.99997923  x   0.99997176  =   0.99995099
 HZ2301!UTM  16      -   0.99997923  x   0.99971352  =   0.99969275
 HZ2301
 HZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9601055732(NAD 83)
 HZ2301
 HZ2301                          SUPERSEDED SURVEY CONTROL
 HZ2301
 HZ2301  NAD 83(1993)-  38 26 40.97898(N)    085 53 59.23204(W) AD(       ) 3
 HZ2301  NAD 83(1986)-  38 26 40.98129(N)    085 53 59.23777(W) AD(       ) 3
 HZ2301  NAD 27      -  38 26 40.75600(N)    085 53 59.35700(W) AD(       ) 3
 HZ2301
 HZ2301.Superseded values are not recommended for survey control.
 HZ2301
 HZ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2301.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2301
 HZ2301_MARKER: DZ = AZIMUTH MARK DISK
 HZ2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2301_STAMPING: BORDEN 1947
 HZ2301_MARK LOGO: CGS
 HZ2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2301+STABILITY: SURFACE MOTION
 HZ2301
 HZ2301  HISTORY     - Date     Condition        Report By
 HZ2301  HISTORY     - 1947     MONUMENTED       CGS
 HZ2301  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HZ2301
 HZ2301                          STATION DESCRIPTION
 HZ2301
 HZ2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2301'THIS IS A TRAVERSE STATION.
 HZ2301'
 HZ2301'STATION IS 2.9 MILES EAST-SOUTHEAST FROM THE MACADAM CROSS ROAD IN
 HZ2301'BORDEN VIA STATE HIGHWAY 60, 39 FEET NORTH OF THE CENTERLINE OF
 HZ2301'THE HIGHWAY, 39 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD
 HZ2301'TO A BARN LOT, AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST. THE
 HZ2301'MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BORDEN 1947.
 HZ2301'
 HZ2301'THIS MARK WAS LOCATED BY MEANS OF A 0.2 MILE LONG BASE LINE WHICH RAN
 HZ2301'NORTHWEST FROM THE AZIMUTH MARK TO A TEMPORARY A STATION.
 HZ2301
 HZ2301                          STATION RECOVERY (1973)
 HZ2301
 HZ2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HZ2301'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2299 ***********************************************************************
 HZ2299  DESIGNATION -  BORDEN LOOKOUT TOWER 1947
 HZ2299  PID         -  HZ2299
 HZ2299  STATE/COUNTY-  IN/CLARK
 HZ2299  COUNTRY     -  US
 HZ2299  USGS QUAD   -  BORDEN (2019)
 HZ2299
 HZ2299                         *CURRENT SURVEY CONTROL
 HZ2299  ______________________________________________________________________
 HZ2299* NAD 83(1997) POSITION- 38 26 27.13657(N) 085 54 29.95608(W)   ADJUSTED
 HZ2299  ______________________________________________________________________
 HZ2299  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 HZ2299  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 HZ2299  HORZ ORDER      -  THIRD
 HZ2299
 HZ2299.The horizontal coordinates were established by classical geodetic methods
 HZ2299.and adjusted by the National Geodetic Survey in May 1999.
 HZ2299
 HZ2299.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2299.GEOID18 height accuracy estimate available here.
 HZ2299
 HZ2299.Click photographs - Photos may exist for this station.
 HZ2299
 HZ2299.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2299
 HZ2299. The following values were computed from the NAD 83(1997) position.
 HZ2299
 HZ2299;                    North         East     Units Scale Factor Converg.
 HZ2299;SPC IN E     -   354,457.054    78,903.279   MT  0.99997215   -0 09 00.9
 HZ2299;SPC IN E     - 1,162,914.52    258,868.51   sFT  0.99997215   -0 09 00.9
 HZ2299;UTM  16      - 4,255,296.755   595,271.167   MT  0.99971178   +0 40 43.5
 HZ2299
 HZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9527155296(NAD 83)
 HZ2299
 HZ2299                          SUPERSEDED SURVEY CONTROL
 HZ2299
 HZ2299  NAD 83(1993)-  38 26 27.13794(N)    085 54 29.95664(W) AD(       ) 3
 HZ2299  NAD 83(1986)-  38 26 27.14035(N)    085 54 29.96220(W) AD(       ) 3
 HZ2299  NAD 27      -  38 26 26.91500(N)    085 54 30.08100(W) AD(       ) 3
 HZ2299
 HZ2299.Superseded values are not recommended for survey control.
 HZ2299
 HZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2299.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2299
 HZ2299_MARKER: 57 = LOOKOUT TOWER
 HZ2299
 HZ2299  HISTORY     - Date     Condition        Report By
 HZ2299  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2299
 HZ2299                          STATION DESCRIPTION
 HZ2299
 HZ2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2299'THIS IS A TRAVERSE STATION.
 HZ2299'
 HZ2299'THE STATION IS THE APEX OF THE LOOKOUT TOWER ROOF. STATION IS ABOUT 3
 HZ2299'MILES SOUTHEAST OF BORDEN AT THE TOP OF A WOODED HILL. THE
 HZ2299'TOWER IS OF FOUR LEG STEEL TRUSS CONSTRUCTION WITH A CABIN AT THE
 HZ2299'TOP. IT IS SILVER IN COLOR AND IS ABOUT 85 FEET HIGH. A TRAVERSE
 HZ2299'CONNECTION WAS MEASURED TO TRIANGULATION STATION BORDEN. THE LOOKOUT
 HZ2299'TOWER IS 16.840 METERS 55.25 FEET NORTH OF THE TRIANGULATION
 HZ2299'STATION.
 HZ2299'
 HZ2299'TO REACH FROM THE JUNCTION OF THE HIGHWAY AND A MACADAM CROSS ROAD IN
 HZ2299'BORDEN, GO SOUTHEAST ON STATE HIGHWAY 60 FOR 2.8 MI. TO A
 HZ2299'GRAVELED SIDE RD. RT., TURN RIGHT AND GO UP STEEP HILL FOR 0.6 MILE
 HZ2299'TO A SIDE ROAD RIGHT AT TOP OF HILL, TURN SHARP RIGHT AND GO
 HZ2299'0.1 MILE TO THE LOOKOUT TOWER ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2298 ***********************************************************************
 HZ2298  DESIGNATION -  BORDEN RESET
 HZ2298  PID         -  HZ2298
 HZ2298  STATE/COUNTY-  IN/CLARK
 HZ2298  COUNTRY     -  US
 HZ2298  USGS QUAD   -  BORDEN (2019)
 HZ2298
 HZ2298                         *CURRENT SURVEY CONTROL
 HZ2298  ______________________________________________________________________
 HZ2298* NAD 83(1997) POSITION- 38 26 26.60147(N) 085 54 29.81716(W)   ADJUSTED
 HZ2298* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 HZ2298  ______________________________________________________________________
 HZ2298  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 HZ2298  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 HZ2298  HORZ ORDER      -  THIRD
 HZ2298
 HZ2298.The horizontal coordinates were established by classical geodetic methods
 HZ2298.and adjusted by the National Geodetic Survey in May 1999.
 HZ2298
 HZ2298.The orthometric height was scaled from a topographic map.
 HZ2298
 HZ2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2298.GEOID18 height accuracy estimate available here.
 HZ2298
 HZ2298.Click photographs - Photos may exist for this station.
 HZ2298
 HZ2298.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2298
 HZ2298. The following values were computed from the NAD 83(1997) position.
 HZ2298
 HZ2298;                    North         East     Units Scale Factor Converg.
 HZ2298;SPC IN E     -   354,440.546    78,906.605   MT  0.99997214   -0 09 00.8
 HZ2298;SPC IN E     - 1,162,860.36    258,879.42   sFT  0.99997214   -0 09 00.8
 HZ2298;UTM  16      - 4,255,280.302   595,274.731   MT  0.99971179   +0 40 43.6
 HZ2298
 HZ2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2298!SPC IN E     -   0.99996322  x   0.99997214  =   0.99993536
 HZ2298!UTM  16      -   0.99996322  x   0.99971179  =   0.99967502
 HZ2298
 HZ2298:                Primary Azimuth Mark                     Grid Az
 HZ2298:SPC IN E     -  STARLIGHT                                155 39 50.3
 HZ2298:UTM  16      -  STARLIGHT                                154 50 05.9
 HZ2298
 HZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9527455280(NAD 83)
 HZ2298
 HZ2298|---------------------------------------------------------------------|
 HZ2298| PID    Reference Object                     Distance      Geod. Az  |
 HZ2298|                                                           dddmmss.s |
 HZ2298| CG7228 BORDEN RM 2                          25.502 METERS 00024     |
 HZ2298| CG7227 BORDEN RM 1                          24.729 METERS 08556     |
 HZ2298| HZ2304 STARLIGHT ST JOHNS CATH CH          APPROX. 3.2 KM 1531458.5 |
 HZ2298| HZ2302 STARLIGHT                           APPROX. 3.1 KM 1553049.5 |
 HZ2298| HZ2299 BORDEN LOOKOUT TOWER 1947            16.840 METERS 34828     |
 HZ2298|---------------------------------------------------------------------|
 HZ2298
 HZ2298                          SUPERSEDED SURVEY CONTROL
 HZ2298
 HZ2298  NAD 83(1993)-  38 26 26.60284(N)    085 54 29.81772(W) AD(       ) 3
 HZ2298  NAD 83(1986)-  38 26 26.60525(N)    085 54 29.82329(W) AD(       ) 3
 HZ2298  NAD 27      -  38 26 26.38000(N)    085 54 29.94200(W) AD(       ) 3
 HZ2298
 HZ2298.Superseded values are not recommended for survey control.
 HZ2298
 HZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2298.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2298
 HZ2298_MARKER: DS = TRIANGULATION STATION DISK
 HZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2298_STAMPING: BORDEN 1947 1966
 HZ2298_MARK LOGO: CGS
 HZ2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2298+STABILITY: SURFACE MOTION
 HZ2298
 HZ2298  HISTORY     - Date     Condition        Report By
 HZ2298  HISTORY     - 1966     MONUMENTED       CGS
 HZ2298  HISTORY     - 1973     GOOD             NGS
 HZ2298
 HZ2298                          STATION DESCRIPTION
 HZ2298
 HZ2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 HZ2298'THE STATION AND ALL MARKS WERE RECOVERED. THE STATION WAS CHIPPED OFF
 HZ2298'ON THE SOUTHEAST CORNER AND THE DISK HAD BEEN PRIED OUT.
 HZ2298'HOWEVER, THE CONCRETE MONUMENT WAS COMPLETELY SOUND, THE ENTIRE PRINT
 HZ2298'OF THE DISK WAS COMPLETELY EVIDENT, AND THE SHANK HOLE WAS THERE.
 HZ2298'AFTER THE MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS
 HZ2298'WERE CHECKED AND NO GREAT DISCREPANCY WAS NOTED, THE CONCRETE
 HZ2298'MARK WAS CHIPPED AND WELL CLEANED TO ASSURE A FIRM BOND, AND A NEW
 HZ2298'DISK WAS CEMENTED INTO THE ORIGINAL MONUMENT AND THE CHIPPED
 HZ2298'CORNER REPAIRED. IT IS FELT THAT THIS MARK IS NOW AT ITS ORIGINAL
 HZ2298'POSITION AND ELEVATION.
 HZ2298'
 HZ2298'THE BORDEN LOOKOUT TOWER MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 HZ2298'BEEN TORN DOWN AND ONLY THE FOOTINGS REMAIN. DUE TO CHANGES IN
 HZ2298'THE AREA, THE ORIGINAL DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 HZ2298'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ2298'
 HZ2298'THE STATION IS LOCATED ON STATE OWNED PROPERTY, NEAR THE SUMMIT OF A
 HZ2298'PROMINENT, DENSELY WOODED HILL, ABOUT 3 MILES SOUTHEAST OF BORDEN.
 HZ2298'
 HZ2298'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION OF
 HZ2298'WEST STREET, ST. MARTINSBURG ROAD AND STATE ROUTE 60 ONE BLOCK
 HZ2298'SOUTH OF THE POST OFFICE IN BORDEN, GO SOUTHEASTERLY ON STATE ROUTE
 HZ2298'60 FOR 2.9 MILES TO DOW KNOB ROAD ON THE RIGHT AND WRIGHT BROS.
 HZ2298'OLIVER IMPLEMENT CO. ON THE LEFT. HERE TURN LEFT ON DOW KNOB ROAD AND
 HZ2298'GO SOUTHERLY, UP A STEEP HILL, FOR 0.6 MILE TO A LARGE DUMP AND
 HZ2298'TRACK ROAD ON THE RIGHT, TURN SHARP RIGHT ON THIS TRACK ROAD AND GO
 HZ2298'NORTHERLY FOR ABOUT 0.1 MILE TO THE STATION ON THE LEFT AS
 HZ2298'DESCRIBED.
 HZ2298'
 HZ2298'THE STATION IS 48 FEET SOUTH OF THE SOUTHWEST FOOTING OF THE OLD
 HZ2298'BORDEN LOOKOUT TOWER, 45 FEET SOUTH OF THE SOUTHEAST FOOTING OF
 HZ2298'THE OLD TOWER, 30 FEET SOUTHWEST OF A 12-INCH, TRIANGLE BLAZED,
 HZ2298'HICKORY TREE, 22 FEET NORTH OF A 20-INCH, TRIANGLE BLAZED,
 HZ2298'CHESTNUT OAK, 19 FEET SOUTH OF A 24-INCH, TRIANGLE BLAZED, CHESTNUT
 HZ2298'OAK, 12 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 HZ2298'ROAD, AND 1.3 FEET EAST OF A METAL WITNESS POST AND SIGN. IT IS A
 HZ2298'STANDARD DISK CEMENTED IN THE TOP OF A 10-INCH, SQUARE,
 HZ2298'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HZ2298'BORDEN 1947 1966.
 HZ2298'
 HZ2298'REFERENCE MARK NO. 1 IS 69 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HZ2298'TRACK ROAD, 12 FEET NORTHWEST OF A 16-INCH, TRIANGLE BLAZED,
 HZ2298'CHESTNUT OAK, 6 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED BLACK OAK,
 HZ2298'AND ABOUT 2.8 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 HZ2298'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 HZ2298'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED BORDEN NO 1 1947.
 HZ2298'
 HZ2298'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A 20-INCH, TRIANGLE BLAZED,
 HZ2298'HICKORY TREE, 20 FEET NORTH OF THE NORTHEAST FOOTING OF THE
 HZ2298'OLD LOOKOUT TOWER, 6 FEET EAST OF A 16-INCH, TRIANGLE BLAZED, HICKORY
 HZ2298'TREE, AND ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION. IT
 HZ2298'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 HZ2298'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HZ2298'BORDEN NO 2 1947.
 HZ2298'
 HZ2298'NO MEASUREMENTS COULD BE MADE BETWEEN THE REFERENCE MARKS DUE TO
 HZ2298'TREES ON LINE.
 HZ2298'
 HZ2298'THE AZIMUTH MARK IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF STATE
 HZ2298'ROUTE 60 ABOUT 0.5 MILE NORTHEAST OF THE STATION.  IT IS 40 FEET
 HZ2298'WEST OF THE APPROXIMATE CENTER OF A DRIVE AND WOODEN GATE LEADING TO
 HZ2298'A BARN, 38 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 HZ2298'ROUTE 60, 36 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HZ2298'BARN, 34 FEET EAST OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY
 HZ2298'MARKER POST, 28 FEET WEST OF A TELEPHONE POLE, 5.5 FEET SOUTHEAST OF
 HZ2298'A SOUTHWEST FENCE CORNER POST, AND 1.9 FEET SOUTH OF A METAL
 HZ2298'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-
 HZ2298'INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 1 INCH BELOW THE
 HZ2298'SURFACE OF THE SURROUNDING SOD, AND THE DISK IS STAMPED
 HZ2298'BORDEN 1947.
 HZ2298'
 HZ2298'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF DOW KNOB ROAD AND
 HZ2298'STATE ROUTE 60, CONTINUE SOUTHEASTERLY ON STATE ROUTE 60 FOR 0.1
 HZ2298'MILE TO A BARN AND THE MARK ON THE LEFT AS DESCRIBED.
 HZ2298'
 HZ2298'THIS WAS NOT AN OCCUPIED STATION DURING THIS VISIT.
 HZ2298
 HZ2298                          STATION RECOVERY (1973)
 HZ2298
 HZ2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HZ2298'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK
 HZ2298'WAS FOUND UPROOTED AND THE DISK WAS SALVAGED. THE SURFACE STATION
 HZ2298'MARK WAS FOUND TO HAVE BEEN REPAIRED IN 1966. THE LOOKOUT TOWER HAS
 HZ2298'BEEN TORN DOWN. THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 HZ2298'SHORTER BY 0.15 OF A FOOT. THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 HZ2298'THE DIRECTION BETWEEN THE MARKS CHECKED.  NO OBJECT VISIBLE FROM
 HZ2298'WHICH TO SET A NEW AZIMUTH MARK FROM. A NEW DESCRIPTION FOLLOWS -
 HZ2298'
 HZ2298'THE STATION IS LOCATED NEAR THE SOUTH CREST OF A HEAVILY TIMBERED
 HZ2298'HILL, 20 FEET SOUTH OF A 24 INCH OAK TREE WITH A TRIANGULAR
 HZ2298'BLAZE ON THE SOUTH SIDE, 22 FEET NORTHEAST OF AN 18 INCH OAK TREE
 HZ2298'WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, 30 FEET SOUTHWEST
 HZ2298'OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 15
 HZ2298'FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT
 HZ2298'EAST OF A METAL WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE
 HZ2298'DISK IS STAMPED BORDEN 1947 1966.
 HZ2298'
 HZ2298'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 60 AND
 HZ2298'MARTINSBURG ROAD IN BORDEN, GO SOUTHEASTERLY ON HIGHWAY 60 FOR
 HZ2298'3.0 MILES TO A SIDE ROAD RIGHT. TURN RIGHT ON GRAVELED ROAD AND GO
 HZ2298'WESTERLY ON DOW ROAD FOR 0.6 MILE TO TOP OF GRADE AND A TRACK
 HZ2298'ROAD RIGHT. TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.1 MILE TO
 HZ2298'THE TOP OF HILL AND THE STATION.
 HZ2298'
 HZ2298'REFERENCE MARK 1 IS 6 FEET SOUTH OF A 12 INCH OAK TREE WITH A
 HZ2298'TRIANGULAR BLAZE ON THE SOUTH SIDE, 11 FEET NORTHWEST OF A 14
 HZ2298'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 65 FEET
 HZ2298'EAST OF THE CENTERLINE OF TRACK ROAD AND ABOUT 5 FEET LOWER IN
 HZ2298'ELEVATION THAN THE STATION MARK. MONUMENT PROJECTS 6 INCHES, DISK
 HZ2298'STAMPED BORDEN NO 1 1947.
 HZ2298'
 HZ2298'REFERENCE MARK 2 IS 25 FEET SOUTH OF A 14 INCH OAK TREE WITH A
 HZ2298'TRIANGULAR BLAZE ON THE SOUTH SIDE, 6 FEET EAST OF A 10 INCH OAK
 HZ2298'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, ABOUT 5 FEET LOWER IN
 HZ2298'ELEVATION THAN THE STATION MARK AND 20 FEET NORTHEAST OF THE
 HZ2298'NORTHEAST LEG OR BASE OF TORN DOWN LOOKOUT TOWER. THE MONUMENT
 HZ2298'PROJECTS 6 INCHES AND THE DISK IS STAMPED BORDEN NO 2 1947.
 HZ2298'
 HZ2298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 HZ2298'SOUTHEAST OF BORDEN.
 HZ2298'
 HZ2298'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1823 ***********************************************************************
 JA1823  DESIGNATION -  BOSCH
 JA1823  PID         -  JA1823
 JA1823  STATE/COUNTY-  IN/SPENCER
 JA1823  COUNTRY     -  US
 JA1823  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1823
 JA1823                         *CURRENT SURVEY CONTROL
 JA1823  ______________________________________________________________________
 JA1823* NAD 83(1997) POSITION- 38 07 54.91500(N) 086 51 40.32807(W)   ADJUSTED
 JA1823* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 JA1823  ______________________________________________________________________
 JA1823  GEOID HEIGHT    -        -32.101 (meters)                     GEOID18
 JA1823  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 JA1823  HORZ ORDER      -  SECOND
 JA1823
 JA1823.The horizontal coordinates were established by classical geodetic methods
 JA1823.and adjusted by the National Geodetic Survey in May 1999.
 JA1823
 JA1823.The orthometric height was scaled from a topographic map.
 JA1823
 JA1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1823.GEOID18 height accuracy estimate available here.
 JA1823
 JA1823.Click photographs - Photos may exist for this station.
 JA1823
 JA1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1823
 JA1823. The following values were computed from the NAD 83(1997) position.
 JA1823
 JA1823;                    North         East     Units Scale Factor Converg.
 JA1823;SPC IN W     -   320,159.761   919,474.681   MT  0.99997134   +0 08 13.8
 JA1823;SPC IN W     - 1,050,390.82  3,016,643.18   sFT  0.99997134   +0 08 13.8
 JA1823;UTM  16      - 4,220,461.173   512,164.213   MT  0.99960182   +0 05 08.5
 JA1823
 JA1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1823!SPC IN W     -   0.99997540  x   0.99997134  =   0.99994674
 JA1823!UTM  16      -   0.99997540  x   0.99960182  =   0.99957723
 JA1823
 JA1823:                Primary Azimuth Mark                     Grid Az
 JA1823:SPC IN W     -  BOSCH AZ MK                              050 28 37.0
 JA1823:UTM  16      -  BOSCH AZ MK                              050 31 42.3
 JA1823
 JA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1216420461(NAD 83)
 JA1823
 JA1823|---------------------------------------------------------------------|
 JA1823| PID    Reference Object                     Distance      Geod. Az  |
 JA1823|                                                           dddmmss.s |
 JA1823| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX.10.2 KM 0001132.8 |
 JA1823| JA1831 FERDINAND NUNNERY DOME              APPROX.10.3 KM 0024906.2 |
 JA1823| JA1830 FERDINAND SORROW MOTHER CHAPEL      APPROX.10.1 KM 0030601.3 |
 JA1823| CG7232 BOSCH RM 3                           17.641 METERS 00715     |
 JA1823| JA1827 ST MEINRAD ABBEY NORTH SPIRE        APPROX. 5.8 KM 0491132.7 |
 JA1823| JA1829 ST MEINRAD ABBEY SOUTH SPIRE        APPROX. 5.8 KM 0492046.6 |
 JA1823| CG7229 BOSCH AZ MK                                        0503650.8 |
 JA1823| JA1826 ST MEINRAD ABBEY PWRHSE STACK       APPROX. 5.8 KM 0504906.9 |
 JA1823| CG7230 BOSCH RM 1                           26.850 METERS 09721     |
 JA1823| JA1834 FULDA ST BONIFACIUS CATH CH         APPROX. 3.2 KM 1350920.4 |
 JA1823| CG7231 BOSCH RM 2                           27.509 METERS 26454     |
 JA1823| CG7233 BOSCH RM 4                           25.675 METERS 27436     |
 JA1823|---------------------------------------------------------------------|
 JA1823
 JA1823                          SUPERSEDED SURVEY CONTROL
 JA1823
 JA1823  NAD 83(1993)-  38 07 54.91708(N)    086 51 40.32969(W) AD(       ) 2
 JA1823  NAD 83(1986)-  38 07 54.92241(N)    086 51 40.33158(W) AD(       ) 2
 JA1823  NAD 27      -  38 07 54.72500(N)    086 51 40.35800(W) AD(       ) 2
 JA1823
 JA1823.Superseded values are not recommended for survey control.
 JA1823
 JA1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1823.See file dsdata.pdf to determine how the superseded data were derived.
 JA1823
 JA1823_MARKER: DS = TRIANGULATION STATION DISK
 JA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1823_STAMPING: BOSCH 1946
 JA1823_MARK LOGO: CGS
 JA1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1823+STABILITY: SURFACE MOTION
 JA1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1823+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 JA1823
 JA1823  HISTORY     - Date     Condition        Report By
 JA1823  HISTORY     - 1946     MONUMENTED       CGS
 JA1823  HISTORY     - 1969     GOOD             CGS
 JA1823  HISTORY     - 20110810 GOOD             GEOCAC
 JA1823
 JA1823                          STATION DESCRIPTION
 JA1823
 JA1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1823'THIS STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF FULDA, AT THE
 JA1823'TOP OF A HILL, 32 FEET NORTH OF THE JUNCTION OF A GRAVEL ROAD AND A
 JA1823'DIRT FARM ROAD, 59 FEET SOUTH OF A LONE 48-INCH HICKORY TREE AND 7
 JA1823'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JA1823'THE DISK IS STAMPED BOSCH 1946.
 JA1823'
 JA1823'REFERENCE MARK NO 1 IS 88.09 FEET EAST OF THE STATION, 17 FEET NORTH
 JA1823'OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE
 JA1823'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOSCH NO 1 1946.
 JA1823'
 JA1823'REFERENCE MARK NO 2 IS 90.25 FEET WEST OF THE STATION, 21 FEET NORTH
 JA1823'OF THE CENTERLINE OF THE GRAVEL ROAD AND 6 INCHES NORTH OF A FENCE.
 JA1823'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOSCH NO 2 1946.
 JA1823'
 JA1823'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 17 FEET NORTHEAST OF THE
 JA1823'CENTERLINE OF A GRAVEL ROAD, 9 FEET EAST OF A FENCE GATE AND 7 FEET
 JA1823'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1823'IS STAMPED BOSCH 1946.
 JA1823'
 JA1823'TO REACH FROM THE JOE HOLTSMAN STORE IN FULDA, GO NORTH ON STATE
 JA1823'HIGHWAY 545 FOR 0.05 MILE TO A FORKS, TAKE THE LEFT FORK, LEAVING THE
 JA1823'HIGHWAY, AND GO 1.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 JA1823'0.9 MILE TO THE STATION ON THE RIGHT.
 JA1823'
 JA1823'FROM THIS POINT CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.55 MILE TO THE
 JA1823'AZIMUTH MARK ON THE RIGHT.
 JA1823'
 JA1823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1823
 JA1823                          STATION RECOVERY (1969)
 JA1823
 JA1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JA1823'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE
 JA1823'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER,
 JA1823'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WOULD BE DESTROYED BY
 JA1823'COUNTY ROAD CONSTRUCTION AND WERE REPLACE BY TWO NEW REFERENCE MARKS
 JA1823'NO 3 AND NO 4, AND THE OLD REFERENCE MARKS REMOVED.  THE FOLLOWING IS
 JA1823'A NEW AND COMPLETE DESCRIPTION.
 JA1823'
 JA1823'THE STATION IS A LOCATED ON THE TOP OF A HIGH HILL IN OPEN PASTURE
 JA1823'LAND ABOUT 2 MILES NORTH-NORTHWEST OF FULDA, AND ON THE PROPERTY OF MR
 JA1823'HENRY FICKER.
 JA1823'
 JA1823'TO REACH THE STATION FROM THE ST BONIFACIUS CATHOLIC CHURCH IN FULDA,
 JA1823'GO NORTH ON STATE ROUTE 545 FOR 0.2 OF A MILE TO A FORK WHERE STATE
 JA1823'ROUTE 545 BEARS RIGHT AND A PAVED ROAD CONTINUES STRAIGHT AHEAD.  HERE
 JA1823'KEEP LEFT AND CONTINUE NORTH ON THE PAVED ROAD FOR 1.25 MILES TO A
 JA1823'T-ROAD LEFT, TURN LEFT ON THIS ROAD AND GO WEST FOR 0.9 OF A MILE TO
 JA1823'THE TOP OF A RISE AND THE STATION ON THE RIGHT IN PASTURE AS
 JA1823'DESCRIBED.
 JA1823'
 JA1823'THE STATION IS 59 FEET SOUTH OF A 36-INCH SHAGBARK HICKORY TREE, 32
 JA1823'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 13 FEET
 JA1823'WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY SOUTH, AND 1.0 FOOT
 JA1823'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 JA1823'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 JA1823'INCHES AND THE DISK IS STAMPED BOSCH 1946.
 JA1823'
 JA1823'REFERENCE MARK NO 3 IS 59 FEET NORTH OF THE METAL WITNESS POST AND
 JA1823'SIGN AT THE STATION MARK, 7 FEET EAST OF THE 36-INCH SHAGBARK HICKORY
 JA1823'TREE, AND 3 FEET WEST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY
 JA1823'SOUTH.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA1823'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOSCH 1946 NO 3 1969.
 JA1823'
 JA1823'REFERENCE MARK NO 4 IS 99 FEET SOUTHWEST OF THE 36-INCH SHAGBARK
 JA1823'HICKORY TREE, 83 FEET WEST OF THE METAL WITNESS POST AND SIGN AT THE
 JA1823'STATION, 32 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 JA1823'AND ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 JA1823'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 JA1823'THE DISK IS STAMPED BOSCH 1947 NO 4 1969.
 JA1823'
 JA1823'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA1823'REFERENCE MARK NO 4 IS 104.44 FEET - (31.833) METERS.
 JA1823'
 JA1823'THE AZIMUTH MARK IS 214 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 JA1823'GRAVELED ROAD NORTH, 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 JA1823'PAVED ROAD, 11 FEET WEST OF A FENCE CORNER POST, 10 FEET EAST OF THE
 JA1823'APPROXIMATE CENTER OF A FIELD ROAD, 9 FEET WEST OF A POWERLINE POLE, 2
 JA1823'FEET SOUTHWEST OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 JA1823'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA1823'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BOSCH
 JA1823'1946.
 JA1823'
 JA1823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 JA1823'ROAD FOR 0.9 OF A MILE TO THE PAVED T-CROSSROAD, HERE TURN LEFT AND GO
 JA1823'NORTH AND NORTHWESTERLY ON THE PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH
 JA1823'MARK ON THE RIGHT AS DESCRIBED.
 JA1823
 JA1823                          STATION RECOVERY (2011)
 JA1823
 JA1823'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1823'THE STATION MARK WAS EASILY LOCATED USING THE WRITTEN DESCRIPTION. THE
 JA1823'DISK IS IN IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3277 ***********************************************************************
 JZ3277  DESIGNATION -  BOSTON
 JZ3277  PID         -  JZ3277
 JZ3277  STATE/COUNTY-  IN/UNION
 JZ3277  COUNTRY     -  US
 JZ3277  USGS QUAD   -  FAIRHAVEN (2016)
 JZ3277
 JZ3277                         *CURRENT SURVEY CONTROL
 JZ3277  ______________________________________________________________________
 JZ3277* NAD 83(1997) POSITION- 39 42 40.66344(N) 084 51 06.59622(W)   ADJUSTED
 JZ3277* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 JZ3277  ______________________________________________________________________
 JZ3277  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 JZ3277  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 JZ3277  HORZ ORDER      -  FIRST
 JZ3277
 JZ3277.The horizontal coordinates were established by classical geodetic methods
 JZ3277.and adjusted by the National Geodetic Survey in May 1999.
 JZ3277
 JZ3277.The orthometric height was scaled from a topographic map.
 JZ3277
 JZ3277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3277.GEOID18 height accuracy estimate available here.
 JZ3277
 JZ3277.Click photographs - Photos may exist for this station.
 JZ3277
 JZ3277.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3277
 JZ3277. The following values were computed from the NAD 83(1997) position.
 JZ3277
 JZ3277;                    North         East     Units Scale Factor Converg.
 JZ3277;SPC IN E     -   495,780.752   169,872.111   MT  1.00002675   +0 31 14.3
 JZ3277;SPC IN E     - 1,626,574.02    557,322.08   sFT  1.00002675   +0 31 14.3
 JZ3277;SPC OH S     -   192,604.510   398,357.193   MT  0.99995215   -1 29 32.2
 JZ3277;SPC OH S     -   631,903.30  1,306,943.56   sFT  0.99995215   -1 29 32.2
 JZ3277;UTM  16      - 4,397,920.773   684,144.861   MT  1.00001749   +1 22 22.4
 JZ3277
 JZ3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3277!SPC IN E     -   0.99995103  x   1.00002675  =   0.99997778
 JZ3277!SPC OH S     -   0.99995103  x   0.99995215  =   0.99990318
 JZ3277!UTM  16      -   0.99995103  x   1.00001749  =   0.99996852
 JZ3277
 JZ3277:                Primary Azimuth Mark                     Grid Az
 JZ3277:SPC IN E     -  BOSTON RM 3                              357 18 34.9
 JZ3277:SPC OH S     -  BOSTON RM 3                              359 19 21.4
 JZ3277:UTM  16      -  BOSTON RM 3                              356 27 26.8
 JZ3277
 JZ3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8414497920(NAD 83)
 JZ3277
 JZ3277|---------------------------------------------------------------------|
 JZ3277| PID    Reference Object                     Distance      Geod. Az  |
 JZ3277|                                                           dddmmss.s |
 JZ3277| JZ1296 BOSTON RM 1                          40.389 METERS 08406     |
 JZ3277| JZ1297 BOSTON RM 2                          45.299 METERS 18546     |
 JZ3277| JZ3276 BOSTON CONCRETE SILO                APPROX. 0.8 KM 2665640.7 |
 JZ3277| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX.15.9 KM 3190231.0 |
 JZ3277| JZ3284 RICHMOND STATE HOSPITAL STACK       APPROX.15.6 KM 3360227.0 |
 JZ3277| JZ3289 RICHMOND GYMNASIUM DOME             APPROX.13.1 KM 3410055.7 |
 JZ3277| JZ3288 RICHMOND THE CROSLEY CORP TANK      APPROX.16.3 KM 3431554.0 |
 JZ3277| JZ1295 BOSTON RM 3                                        3574949.2 |
 JZ3277|---------------------------------------------------------------------|
 JZ3277
 JZ3277                          SUPERSEDED SURVEY CONTROL
 JZ3277
 JZ3277  NAD 83(1995)-  39 42 40.66428(N)    084 51 06.59581(W) AD(       ) 1
 JZ3277  NAD 83(1986)-  39 42 40.67062(N)    084 51 06.60697(W) AD(       ) 1
 JZ3277  NAD 27      -  39 42 40.49200(N)    084 51 06.75100(W) AD(       ) 1
 JZ3277
 JZ3277.Superseded values are not recommended for survey control.
 JZ3277
 JZ3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3277.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3277
 JZ3277_MARKER: DS = TRIANGULATION STATION DISK
 JZ3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3277_STAMPING: BOSTON 1932
 JZ3277_MARK LOGO: CGS
 JZ3277_PROJECTION: RECESSED 10 CENTIMETERS
 JZ3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3277+STABILITY: SURFACE MOTION
 JZ3277
 JZ3277  HISTORY     - Date     Condition        Report By
 JZ3277  HISTORY     - 1932     MONUMENTED       CGS
 JZ3277  HISTORY     - 1939     GOOD             CGS
 JZ3277  HISTORY     - 1957     GOOD             CGS
 JZ3277
 JZ3277                          STATION DESCRIPTION
 JZ3277
 JZ3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ3277'ABOUT 2 MILES SOUTH OF BOSTON, AT FIVE CORNERS ON LAND BELONGING TO
 JZ3277'JOSEPH SHEETS WHO LIVES ABOUT 1/4 MILE SOUTHEAST, 9.3 METERS EAST
 JZ3277'OF THE CENTER OF THE ROAD, 14 METERS EAST OF FENCE LINE, 58 METERS
 JZ3277'WEST OF GATE TO THE STANLEY BRATAIN FARM, 48 METERS WEST OF
 JZ3277'THE CENTER OF CONCRETE ROAD, 100 METERS SOUTH OF ROAD INTERSECTION
 JZ3277'AND IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 JZ3277'
 JZ3277'REFERENCE MARK NO. 1 IS 19.5 METERS SOUTHWEST OF GATE TO THE STANLEY
 JZ3277'BRATAIN FARMHOUSE, 7.9 METERS WEST OF THE CENTER OF CONCRETE ROAD,
 JZ3277'1.5 METERS NORTH OF TELEPHONE POLE AND PROJECTS 4 INCHES ABOVE THE
 JZ3277'GROUND.
 JZ3277'
 JZ3277'REFERENCE MARK NO. 2 IS 0.2 METER EAST OF THE NORTH-SOUTH FENCE, 5
 JZ3277'METERS EAST OF THE CENTER OF ROAD AND PROJECTS 3 INCHES ABOVE
 JZ3277'THE GROUND.
 JZ3277'
 JZ3277'REFERENCE MARK NO 3 IS 8.7 METERS WEST OF THE CENTER OF THE ROAD, 2
 JZ3277'METERS SOUTH OF TELEPHONE POLE AND PROJECTS 8 INCHES ABOVE THE
 JZ3277'GROUND.
 JZ3277
 JZ3277                          STATION RECOVERY (1939)
 JZ3277
 JZ3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3277'STATION AND MARKS RECOVERED IN GOOD CONDITION. DISTANCES DID NOT
 JZ3277'CHECK PERFECTLY. THE SILO SHOWN IN ORIGINAL DESCRIPTION
 JZ3277'HAS NO CENTRAL POINT AND THEREFORE CAN NOT BE USED FOR AN AZIMUTH.
 JZ3277'THE STANDPIPE IN BOSTON IS NOW OBSTRUCTED FROM THE GROUND.
 JZ3277'COMPLETE DESCRIPTION FOLLOWS-
 JZ3277'
 JZ3277'STATION IS 2 MILES SOUTH OF BOSTON, AT FIVE CORNERS WHERE STATE
 JZ3277'HIGHWAY 21 CURVES SOUTHEAST, IN A CULTIVATED FIELD OWNED BY
 JZ3277'JOSEPH SHEETS WHO LIVES ABOUT 0.25 MILE SOUTHEAST OF STATION. STATION
 JZ3277'IS ABOUT 90 YARDS SOUTH OF THE INTERSECTION AT FIVE
 JZ3277'POINTS, 14 FEET EAST OF FENCE LINE, 30 FEET EAST OF CENTER LINE OF
 JZ3277'GRAVEL ROAD, 148 FEET WEST-SOUTHWEST OF CENTER LINE OF
 JZ3277'STATE HIGHWAY 21, 180 FEET WEST-SOUTHWEST OF GATE TO STANLEY
 JZ3277'BRATTAINS FARM YARD, AND IS 10 INCHES UNDERGROUND. MARK AND
 JZ3277'UNDERGROUND MARK DESCRIBED.
 JZ3277'
 JZ3277'REFERENCE MARK NO. 1 IS EAST OF STATION IN THE WEST RIGHT-OF-WAY OF
 JZ3277'STATE ROUTE 21, 25 FEET WEST-SOUTHWEST OF THE CENTER LINE, 1.5
 JZ3277'FEET EAST-NORTHEAST OF WIRE FENCE, 60 FEET SOUTHWEST OF THE GATE TO
 JZ3277'THE BRATTAIN FARMYARD. THE MARK IS DESCRIBED AND
 JZ3277'PROJECTS 4 INCHES. DISK IS STAMPED BOSTON NO. 1, 1932.
 JZ3277'
 JZ3277'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN FIELD, 16 FEET EAST OF
 JZ3277'CENTER LINE OF ROAD, 1 FOOT EAST OF WIRE FENCE.  THE MARK
 JZ3277'PROJECTS 3 INCHES. DISK STAMPED BOSTON
 JZ3277'NO.2, 1932.
 JZ3277'
 JZ3277'REFERENCE MARK NO. 3 AZIMUTH MARK IS NORTH OF STATION, ON THE WEST
 JZ3277'RIGHT-OF-WAY OF STATE ROUTE 21, 28 FEET WEST OF THE CENTER
 JZ3277'LINE, 2 FEET EAST OF WIRE FENCE, 6 FEET SOUTH OF A TELEPHONE POLE.
 JZ3277'THE MARK IS FLUSH WITH THE GROUND.
 JZ3277'DISK IS STAMPED BOSTON, NO. 3, 1932.
 JZ3277'
 JZ3277'TO REACH STATION FROM BOSTON, GO SOUTH ON STATE ROUTE 21 FOR 2.0
 JZ3277'MILES TO FIVE-POINT INTERSECTION WHERE STATE ROUTE 21
 JZ3277'CURVES SOUTHEAST. STATION IN FIELD ABOUT 90 YARDS SOUTH OF THIS
 JZ3277'POINT.
 JZ3277
 JZ3277                          STATION RECOVERY (1957)
 JZ3277
 JZ3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ3277'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JZ3277'AND FOUND IN GOOD CONDITION. NO SEARCH WAS MADE AT THIS TIME FOR
 JZ3277'RM 3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1300 ***********************************************************************
 HA1300  DESIGNATION -  BOSTON
 HA1300  PID         -  HA1300
 HA1300  STATE/COUNTY-  IN/HARRISON
 HA1300  COUNTRY     -  US
 HA1300  USGS QUAD   -  ROCK HAVEN (2019)
 HA1300
 HA1300                         *CURRENT SURVEY CONTROL
 HA1300  ______________________________________________________________________
 HA1300* NAD 83(1997) POSITION- 37 58 44.90329(N) 086 02 24.58702(W)   ADJUSTED
 HA1300* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 HA1300  ______________________________________________________________________
 HA1300  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 HA1300  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 HA1300  HORZ ORDER      -  SECOND
 HA1300
 HA1300.The horizontal coordinates were established by classical geodetic methods
 HA1300.and adjusted by the National Geodetic Survey in May 1999.
 HA1300
 HA1300.The orthometric height was scaled from a topographic map.
 HA1300
 HA1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1300.GEOID18 height accuracy estimate available here.
 HA1300
 HA1300.Click photographs - Photos may exist for this station.
 HA1300
 HA1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1300
 HA1300. The following values were computed from the NAD 83(1997) position.
 HA1300
 HA1300;                    North         East     Units Scale Factor Converg.
 HA1300;SPC IN E     -   303,244.515    67,186.639   MT  0.99997992   -0 13 47.4
 HA1300;SPC IN E     -   994,894.71    220,428.16   sFT  0.99997992   -0 13 47.4
 HA1300;SPC KY1Z     - 1,182,695.360 1,474,509.470   MT  0.99990654   -0 10 41.3
 HA1300;SPC KY1Z     - 3,880,226.36  4,837,619.82   sFT  0.99990654   -0 10 41.3
 HA1300;SPC KY S     -   682,688.870   474,506.866   MT  1.00000868   -0 10 33.5
 HA1300;SPC KY S     - 2,239,788.40  1,556,777.94   sFT  1.00000868   -0 10 33.5
 HA1300;UTM  16      - 4,203,935.066   584,295.951   MT  0.99968752   +0 35 26.5
 HA1300
 HA1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1300!SPC IN E     -   0.99997207  x   0.99997992  =   0.99995200
 HA1300!SPC KY1Z     -   0.99997207  x   0.99990654  =   0.99987862
 HA1300!SPC KY S     -   0.99997207  x   1.00000868  =   0.99998075
 HA1300!UTM  16      -   0.99997207  x   0.99968752  =   0.99965960
 HA1300
 HA1300:                Primary Azimuth Mark                     Grid Az
 HA1300:SPC IN E     -  BOSTON AZ MK                             040 36 50.5
 HA1300:SPC KY1Z     -  BOSTON AZ MK                             040 33 44.4
 HA1300:SPC KY S     -  BOSTON AZ MK                             040 33 36.6
 HA1300:UTM  16      -  BOSTON AZ MK                             039 47 36.6
 HA1300
 HA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8429503935(NAD 83)
 HA1300
 HA1300|---------------------------------------------------------------------|
 HA1300| PID    Reference Object                     Distance      Geod. Az  |
 HA1300|                                                           dddmmss.s |
 HA1300| CG7234 BOSTON AZ MK                                       0402303.1 |
 HA1300| CG7235 BOSTON RM 1                          34.430 METERS 06154     |
 HA1300| CG7236 BOSTON RM 2                          35.774 METERS 15420     |
 HA1300|---------------------------------------------------------------------|
 HA1300
 HA1300                          SUPERSEDED SURVEY CONTROL
 HA1300
 HA1300  NAD 83(1993)-  37 58 44.90348(N)    086 02 24.58721(W) AD(       ) 2
 HA1300  NAD 83(1986)-  37 58 44.90971(N)    086 02 24.59363(W) AD(       ) 2
 HA1300  NAD 27      -  37 58 44.64100(N)    086 02 24.72000(W) AD(       ) 2
 HA1300
 HA1300.Superseded values are not recommended for survey control.
 HA1300
 HA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1300.See file dsdata.pdf to determine how the superseded data were derived.
 HA1300
 HA1300_MARKER: DS = TRIANGULATION STATION DISK
 HA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1300_STAMPING: BOSTON 1947
 HA1300_MARK LOGO: CGS
 HA1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1300+STABILITY: SURFACE MOTION
 HA1300
 HA1300  HISTORY     - Date     Condition        Report By
 HA1300  HISTORY     - 1947     MONUMENTED       CGS
 HA1300
 HA1300                          STATION DESCRIPTION
 HA1300
 HA1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HA1300'STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF LACONIA, AT THE TOP OF A
 HA1300'RIDGE, IN THE SOUTHWEST CORNER OF A CLEARED FIELD, ABOUT 100 YARDS
 HA1300'SOUTH OF A FARMHOUSE, 40 FEET WEST-NORTHWEST OF A TALL 36-INCH BEECH
 HA1300'TREE, 38 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 HA1300'GRAVELED ROAD, AND 8 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 HA1300'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BOSTON 1947.
 HA1300'
 HA1300'REFERENCE MARK NO. 1 IS 112.96 FEET NORTHEAST OF THE STATION AND 1
 HA1300'FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HA1300'STAMPED BOSTON NO 1 1947.
 HA1300'
 HA1300'REFERENCE MARK NO. 2 IS 117.37 FEET SOUTHEAST OF THE STATION AND 10
 HA1300'FEET NORTH OF THE SOUTH EDGE OF THE FIELD.  THE MARK PROJECTS 6
 HA1300'INCHES, AND THE DISK IS STAMPED BOSTON NO 2 1947.
 HA1300'
 HA1300'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 15 FEET EAST OF
 HA1300'THE APPROXIMATE CENTERLINE OF ROAD TO STATION, AND 1 FOOT NORTH OF
 HA1300'A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HA1300'STAMPED BOSTON 1947.
 HA1300'
 HA1300'TO REACH FROM THE RIGHT-ANGLE TURN IN STATE HIGHWAY 11 IN LACONIA, GO
 HA1300'EAST ON A GRAVELED ROAD FOR 1.55 MILES TO A T-ROAD INTERSECTION, TURN
 HA1300'RIGHT AND GO SOUTH FOR 2.6 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 HA1300'GO 0.4 MILE TO A CURVE, TURN RIGHT AND FOLLOW WINDING ROAD FOR
 HA1300'1.25 MILES TO A RED ROOFED FARMHOUSE ON THE RIGHT, THEN CONTINUE
 HA1300'ABOUT 100 YARDS TO STATION ON LEFT IN CORNER OF FIELD.
 HA1300'
 HA1300'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3276 ***********************************************************************
 JZ3276  DESIGNATION -  BOSTON CONCRETE SILO
 JZ3276  PID         -  JZ3276
 JZ3276  STATE/COUNTY-  IN/UNION
 JZ3276  COUNTRY     -  US
 JZ3276  USGS QUAD   -  FAIRHAVEN (2016)
 JZ3276
 JZ3276                         *CURRENT SURVEY CONTROL
 JZ3276  ______________________________________________________________________
 JZ3276* NAD 83(1997) POSITION- 39 42 39.20680(N) 084 51 41.89359(W)   ADJUSTED
 JZ3276  ______________________________________________________________________
 JZ3276  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 JZ3276  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 JZ3276  HORZ ORDER      -  THIRD
 JZ3276
 JZ3276.The horizontal coordinates were established by classical geodetic methods
 JZ3276.and adjusted by the National Geodetic Survey in May 1999.
 JZ3276
 JZ3276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3276.GEOID18 height accuracy estimate available here.
 JZ3276
 JZ3276.Click photographs - Photos may exist for this station.
 JZ3276
 JZ3276.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3276
 JZ3276. The following values were computed from the NAD 83(1997) position.
 JZ3276
 JZ3276;                    North         East     Units Scale Factor Converg.
 JZ3276;SPC IN E     -   495,728.234   169,031.739   MT  1.00002531   +0 30 51.7
 JZ3276;SPC IN E     - 1,626,401.71    554,564.96   sFT  1.00002531   +0 30 51.7
 JZ3276;SPC OH S     -   192,581.543   397,515.558   MT  0.99995211   -1 29 54.6
 JZ3276;SPC OH S     -   631,827.95  1,304,182.29   sFT  0.99995211   -1 29 54.6
 JZ3276;UTM  16      - 4,397,855.761   683,305.373   MT  1.00001369   +1 21 59.8
 JZ3276
 JZ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8330597855(NAD 83)
 JZ3276
 JZ3276                          SUPERSEDED SURVEY CONTROL
 JZ3276
 JZ3276  NAD 83(1995)-  39 42 39.20767(N)    084 51 41.89325(W) AD(       ) 3
 JZ3276  NAD 83(1986)-  39 42 39.21411(N)    084 51 41.90472(W) AD(       ) 3
 JZ3276  NAD 27      -  39 42 39.04000(N)    084 51 42.04000(W) AD(       ) 3
 JZ3276
 JZ3276.Superseded values are not recommended for survey control.
 JZ3276
 JZ3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3276.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3276
 JZ3276_MARKER: 64 = SILO
 JZ3276
 JZ3276  HISTORY     - Date     Condition        Report By
 JZ3276  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3276
 JZ3276                          STATION DESCRIPTION
 JZ3276
 JZ3276'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1296 ***********************************************************************
 JZ1296  DESIGNATION -  BOSTON RM 1
 JZ1296  PID         -  JZ1296
 JZ1296  STATE/COUNTY-  IN/UNION
 JZ1296  COUNTRY     -  US
 JZ1296  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1296
 JZ1296                         *CURRENT SURVEY CONTROL
 JZ1296  ______________________________________________________________________
 JZ1296* NAD 83(1986) POSITION- 39 42 40.80   (N) 084 51 04.91   (W)   HD_HELD1
 JZ1296* NAVD 88 ORTHO HEIGHT -   345.363 (meters)     1133.08  (feet) ADJUSTED
 JZ1296  ______________________________________________________________________
 JZ1296  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 JZ1296  DYNAMIC HEIGHT  -        345.159 (meters)     1132.41  (feet) COMP
 JZ1296  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 JZ1296
 JZ1296  VERT ORDER      -  SECOND    CLASS 0
 JZ1296
 JZ1296.The horizontal coordinates were determined by differentially corrected
 JZ1296.hand held GPS observations or other comparable positioning techniques
 JZ1296.and have an estimated accuracy of +/- 3 meters.
 JZ1296
 JZ1296.The orthometric height was determined by differential leveling and
 JZ1296.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1296.in June 1991.
 JZ1296
 JZ1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1296.GEOID18 height accuracy estimate available here.
 JZ1296
 JZ1296.Click photographs - Photos may exist for this station.
 JZ1296
 JZ1296.The dynamic height is computed by dividing the NAVD 88
 JZ1296.geopotential number by the normal gravity value computed on the
 JZ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1296.degrees latitude (g = 980.6199 gals.).
 JZ1296
 JZ1296.The modeled gravity was interpolated from observed gravity values.
 JZ1296
 JZ1296;                    North         East    Units  Estimated Accuracy
 JZ1296;SPC IN E     -   495,785.3     169,912.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1296
 JZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8418497925(NAD 83)
 JZ1296
 JZ1296                          SUPERSEDED SURVEY CONTROL
 JZ1296
 JZ1296  NGVD 29 (??/??/92)  345.509  (m)         1133.56   (f) ADJ UNCH    2 0
 JZ1296
 JZ1296.Superseded values are not recommended for survey control.
 JZ1296
 JZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1296.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1296
 JZ1296_MARKER: DR = REFERENCE MARK DISK
 JZ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1296_STAMPING: BOSTON NO 1 193
 JZ1296_MARK LOGO: CGS
 JZ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1296+STABILITY: SURFACE MOTION
 JZ1296
 JZ1296  HISTORY     - Date     Condition        Report By
 JZ1296  HISTORY     - 1932     MONUMENTED       CGS
 JZ1296  HISTORY     - 1947     GOOD             CGS
 JZ1296
 JZ1296                          STATION DESCRIPTION
 JZ1296
 JZ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1296'2.1 MI S FROM BOSTON.
 JZ1296'2.1 MILES SOUTH ALONG STATE HIGHWAY 21 FROM ITS INTERSECTION
 JZ1296'WITH STATE HIGHWAY 122 AT BOSTON, 96 YARDS SOUTHEAST OF A
 JZ1296'5-POINT INTERSECTION (CURVE IN HIGHWAY WITH TANGENTS SOUTHEAST
 JZ1296'AND NORTH, A GRAVEL ROAD SOUTH AND AN EAST-WEST CROSS ROAD),
 JZ1296'26.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 JZ1296'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE CENTER OF A GATE
 JZ1296'LEADING TO LONG ACRES FARMS, 80 FEET SOUTHEAST OF POWER POLE
 JZ1296'NO. 553/695, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ1296'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1296'POST PROJECTING 3 INCHES.  NOTE-- THE 2 IN 1932 WAS LEFT OFF IN
 JZ1296'THE ORIGINAL STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1297 ***********************************************************************
 JZ1297  DESIGNATION -  BOSTON RM 2
 JZ1297  PID         -  JZ1297
 JZ1297  STATE/COUNTY-  IN/UNION
 JZ1297  COUNTRY     -  US
 JZ1297  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1297
 JZ1297                         *CURRENT SURVEY CONTROL
 JZ1297  ______________________________________________________________________
 JZ1297* NAD 83(1986) POSITION- 39 42 39.20   (N) 084 51 06.79   (W)   HD_HELD1
 JZ1297* NAVD 88 ORTHO HEIGHT -   346.119 (meters)     1135.56  (feet) ADJUSTED
 JZ1297  ______________________________________________________________________
 JZ1297  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 JZ1297  DYNAMIC HEIGHT  -        345.915 (meters)     1134.89  (feet) COMP
 JZ1297  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 JZ1297
 JZ1297  VERT ORDER      -  SECOND    CLASS 0
 JZ1297
 JZ1297.The horizontal coordinates were determined by differentially corrected
 JZ1297.hand held GPS observations or other comparable positioning techniques
 JZ1297.and have an estimated accuracy of +/- 3 meters.
 JZ1297
 JZ1297.The orthometric height was determined by differential leveling and
 JZ1297.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1297.in June 1991.
 JZ1297
 JZ1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1297.GEOID18 height accuracy estimate available here.
 JZ1297
 JZ1297.Click photographs - Photos may exist for this station.
 JZ1297
 JZ1297.The dynamic height is computed by dividing the NAVD 88
 JZ1297.geopotential number by the normal gravity value computed on the
 JZ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1297.degrees latitude (g = 980.6199 gals.).
 JZ1297
 JZ1297.The modeled gravity was interpolated from observed gravity values.
 JZ1297
 JZ1297;                    North         East    Units  Estimated Accuracy
 JZ1297;SPC IN E     -   495,735.6     169,867.9     MT  (+/- 3 meters HH1 GPS) 
 JZ1297
 JZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8414197875(NAD 83)
 JZ1297
 JZ1297                          SUPERSEDED SURVEY CONTROL
 JZ1297
 JZ1297  NGVD 29 (??/??/92)  346.265  (m)         1136.04   (f) ADJ UNCH    2 0
 JZ1297
 JZ1297.Superseded values are not recommended for survey control.
 JZ1297
 JZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1297.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1297
 JZ1297_MARKER: DR = REFERENCE MARK DISK
 JZ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1297_STAMPING: BOSTON NO 2 1932
 JZ1297_MARK LOGO: CGS
 JZ1297_PROJECTION: FLUSH
 JZ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1297+STABILITY: SURFACE MOTION
 JZ1297
 JZ1297  HISTORY     - Date     Condition        Report By
 JZ1297  HISTORY     - 1932     MONUMENTED       CGS
 JZ1297  HISTORY     - 1947     GOOD             CGS
 JZ1297
 JZ1297                          STATION DESCRIPTION
 JZ1297
 JZ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1297'2.1 MI S FROM BOSTON.
 JZ1297'2.0 MILES SOUTH ALONG STATE HIGHWAY 21 FROM ITS INTERSECTION
 JZ1297'WITH STATE HIGHWAY 122 AT BOSTON, THENCE ABOUT 0.1 MILE SOUTH
 JZ1297'ALONG A GRAVEL ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JZ1297'1 FOOT EAST OF THE ROAD FENCE, 434 FEET SOUTH OF THE CENTER LINE
 JZ1297'OF AN EAST-WEST GRAVEL ROAD, 1 FOOT EAST OF A WHITE WOODEN
 JZ1297'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1297'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1295 ***********************************************************************
 JZ1295  DESIGNATION -  BOSTON RM 3
 JZ1295  PID         -  JZ1295
 JZ1295  STATE/COUNTY-  IN/UNION
 JZ1295  COUNTRY     -  US
 JZ1295  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1295
 JZ1295                         *CURRENT SURVEY CONTROL
 JZ1295  ______________________________________________________________________
 JZ1295* NAD 83(1986) POSITION- 39 42 54.     (N) 084 51 06.     (W)   SCALED
 JZ1295* NAVD 88 ORTHO HEIGHT -   345.503 (meters)     1133.54  (feet) ADJUSTED
 JZ1295  ______________________________________________________________________
 JZ1295  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 JZ1295  DYNAMIC HEIGHT  -        345.299 (meters)     1132.87  (feet) COMP
 JZ1295  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 JZ1295
 JZ1295  VERT ORDER      -  SECOND    CLASS 0
 JZ1295
 JZ1295.The horizontal coordinates were scaled from a map and have
 JZ1295.an estimated accuracy of +/- 6 seconds.
 JZ1295
 JZ1295.The orthometric height was determined by differential leveling and
 JZ1295.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1295.in June 1991.
 JZ1295
 JZ1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1295.GEOID18 height accuracy estimate available here.
 JZ1295
 JZ1295.Click photographs - Photos may exist for this station.
 JZ1295
 JZ1295.The dynamic height is computed by dividing the NAVD 88
 JZ1295.geopotential number by the normal gravity value computed on the
 JZ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1295.degrees latitude (g = 980.6199 gals.).
 JZ1295
 JZ1295.The modeled gravity was interpolated from observed gravity values.
 JZ1295
 JZ1295;                    North         East    Units  Estimated Accuracy
 JZ1295;SPC IN E     -   496,190.      169,880.      MT  (+/- 180 meters Scaled)
 JZ1295
 JZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841983(NAD 83)
 JZ1295
 JZ1295                          SUPERSEDED SURVEY CONTROL
 JZ1295
 JZ1295  NGVD 29 (??/??/92)  345.649  (m)         1134.02   (f) ADJ UNCH    2 0
 JZ1295
 JZ1295.Superseded values are not recommended for survey control.
 JZ1295
 JZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1295.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1295
 JZ1295_MARKER: DR = REFERENCE MARK DISK
 JZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1295_STAMPING: BOSTON NO 3 1932
 JZ1295_MARK LOGO: CGS
 JZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1295+STABILITY: SURFACE MOTION
 JZ1295
 JZ1295  HISTORY     - Date     Condition        Report By
 JZ1295  HISTORY     - 1932     MONUMENTED       CGS
 JZ1295  HISTORY     - 1947     GOOD             CGS
 JZ1295
 JZ1295                          STATION DESCRIPTION
 JZ1295
 JZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1295'1.8 MI S FROM BOSTON.
 JZ1295'1.8 MILES SOUTH ALONG STATE HIGHWAY 21 FROM ITS INTERSECTION
 JZ1295'WITH STATE HIGHWAY 122 AT BOSTON, ABOUT 0.2 MILE NORTH OF A
 JZ1295'5 POINT INTERSECTION (CURVE IN THE HIGHWAY WITH TANGENTS SOUTHEAST
 JZ1295'AND NORTH, A GRAVEL ROAD SOUTH AND A GRAVEL CROSS ROAD), 29 FEET
 JZ1295'WEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF A
 JZ1295'TELEPHONE POLE, 2 FEET EAST OF THE R/W FENCE LINE, 2 FEET SOUTH
 JZ1295'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 JZ1295'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2178 ***********************************************************************
 LB2178  DESIGNATION -  BOSWELL
 LB2178  PID         -  LB2178
 LB2178  STATE/COUNTY-  IN/BENTON
 LB2178  COUNTRY     -  US
 LB2178  USGS QUAD   -  BOSWELL (2019)
 LB2178
 LB2178                         *CURRENT SURVEY CONTROL
 LB2178  ______________________________________________________________________
 LB2178* NAD 83(1997) POSITION- 40 32 26.98822(N) 087 22 44.80513(W)   ADJUSTED
 LB2178* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2178  ______________________________________________________________________
 LB2178  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 LB2178  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LB2178  HORZ ORDER      -  THIRD
 LB2178
 LB2178.The horizontal coordinates were established by classical geodetic methods
 LB2178.and adjusted by the National Geodetic Survey in May 1999.
 LB2178
 LB2178.The orthometric height was scaled from a topographic map.
 LB2178
 LB2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2178.GEOID18 height accuracy estimate available here.
 LB2178
 LB2178.Click photographs - Photos may exist for this station.
 LB2178
 LB2178.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2178
 LB2178. The following values were computed from the NAD 83(1997) position.
 LB2178
 LB2178;                    North         East     Units Scale Factor Converg.
 LB2178;SPC IN W     -   587,611.354   874,943.483   MT  0.99997439   -0 11 32.1
 LB2178;SPC IN W     - 1,927,854.92  2,870,543.74   sFT  0.99997439   -0 11 32.1
 LB2178;UTM  16      - 4,487,855.916   467,895.780   MT  0.99961269   -0 14 47.1
 LB2178
 LB2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2178!SPC IN W     -   0.99996868  x   0.99997439  =   0.99994307
 LB2178!UTM  16      -   0.99996868  x   0.99961269  =   0.99958138
 LB2178
 LB2178:                Primary Azimuth Mark                     Grid Az
 LB2178:SPC IN W     -  BOSWELL 2 AZ MK                          357 16 52.6
 LB2178:UTM  16      -  BOSWELL 2 AZ MK                          357 20 07.6
 LB2178
 LB2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6789587855(NAD 83)
 LB2178
 LB2178|---------------------------------------------------------------------|
 LB2178| PID    Reference Object                     Distance      Geod. Az  |
 LB2178|                                                           dddmmss.s |
 LB2178| CM2799 BOSWELL RM 1                         27.847 METERS 08153     |
 LB2178| CM2800 BOSWELL RM 2                         16.525 METERS 18110     |
 LB2178| LB2175 BOSWELL 2                             9.530 METERS 23155     |
 LB2178| CM2801 BOSWELL 2 AZ MK                                    3570520.5 |
 LB2178| CM2798 BOSWELL AZ MK                                      3581906.4 |
 LB2178|---------------------------------------------------------------------|
 LB2178
 LB2178                          SUPERSEDED SURVEY CONTROL
 LB2178
 LB2178  NAD 83(1986)-  40 32 26.99626(N)    087 22 44.81438(W) AD(       ) 3
 LB2178  NAD 27      -  40 32 26.86350(N)    087 22 44.75000(W) AD(       ) 3
 LB2178
 LB2178.Superseded values are not recommended for survey control.
 LB2178
 LB2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2178.See file dsdata.pdf to determine how the superseded data were derived.
 LB2178
 LB2178_MARKER: DS = TRIANGULATION STATION DISK
 LB2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2178_STAMPING: BOSWELL 1955
 LB2178_MARK LOGO: CGS
 LB2178_PROJECTION: FLUSH
 LB2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2178+STABILITY: SURFACE MOTION
 LB2178
 LB2178  HISTORY     - Date     Condition        Report By
 LB2178  HISTORY     - 1955     MONUMENTED       CGS
 LB2178  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LB2178
 LB2178                          STATION DESCRIPTION
 LB2178
 LB2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2178'STATION IS LOCATED ABOUT 1 MILE NORTH OF BOSWELL ON THE WEST SIDE OF
 LB2178'U. S. HIGHWAY 41 AND ON PROPERTY OWNED BY MR. WILLIAM G. DAVISON.
 LB2178'IT IS 64 FEET NORTH OF THE CENTER OF GRAVELED DRIVEWAY INTO YARD, 38
 LB2178'FEET NORTHWEST OF MAIL BOX, 35 FEET WEST OF THE CENTER OF U. S.
 LB2178'HIGHWAY 41, 9 FEET SOUTHWEST OF FENCE CORNER, 4 FEET EAST OF
 LB2178'FENCE LINE AND 3 FEET SOUTH OF FENCE LINE.  THE MARK IS FLUSH AND
 LB2178'THE DISK IS STAMPED BOSWELL 1955.
 LB2178'
 LB2178'REFERENCE MARK NO. 1 IS 57 FEET EAST OF THE CENTER OF U. S. HIGHWAY
 LB2178'41 AND 2 FEET SOUTH OF POWER LINE POLE WITH A TRANSFORMER AT THE TOP
 LB2178'IN FIELD EAST OF STATION.  THE MARK IS FLUSH AND THE DISK IS
 LB2178'STAMPED BOSWELL NO 1 1955.
 LB2178'
 LB2178'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 LB2178'41, 8 FEET NORTH OF THE CENTER OF GRAVELED DRIVEWAY AND 1 FOOT EAST
 LB2178'OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOSWELL
 LB2178'NO 2 1955.
 LB2178'
 LB2178'THE AZIMUTH MAR IS 32 FEET WEST OF THE CENTER OF U. S. HIGHWAY 41, 17
 LB2178'FEET NORTHWEST OF R. MCKINNEYS MAIL BOX, 11 FEET SOUTH OF THE CENTER
 LB2178'OF DRIVEWAY INTO BARNYARD, 8 FEET SOUTHEAST OF A 30 INCH WALNUT
 LB2178'TREE, 5 FEET WEST OF FENCE CORNER AND 2 FEET WEST OF A WHITE WITNESS
 LB2178'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOSWELL 1955.
 LB2178'
 LB2178'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2178'HIGHWAY 352 IN BOSWELL, GO NORTH ON U. S. HIGHWAY 41 FOR 1.3 MILES
 LB2178'TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 LB2178'
 LB2178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY FOR
 LB2178'0.35 MILE TO THE MARK ON THE WEST SIDE IN OFFSET IN FENCE LINE AS
 LB2178'DESCRIBED.
 LB2178'
 LB2178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2178
 LB2178                          STATION RECOVERY (1969)
 LB2178
 LB2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2178'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 LB2178'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DISTURBED IN A
 LB2178'CULTIVATED FIELD.  ALL THE MARKS WERE IN THE WAY OF ROAD
 LB2178'CONSTRUCTION AND WERE DESTROYED AT THE REQUEST OF THE HIGHWAY
 LB2178'DEPARTMENT AFTER A NEW STATION WAS ESTABLISHED.  THE DISTANCE
 LB2178'AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE UNDERGROUND
 LB2178'STATION MARK WAS LEFT INTACT.
 LB2178'
 LB2178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 LB2178'BOSWELL.
 LB2178'
 LB2178'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2175 ***********************************************************************
 LB2175  DESIGNATION -  BOSWELL 2
 LB2175  PID         -  LB2175
 LB2175  STATE/COUNTY-  IN/BENTON
 LB2175  COUNTRY     -  US
 LB2175  USGS QUAD   -  BOSWELL (2019)
 LB2175
 LB2175                         *CURRENT SURVEY CONTROL
 LB2175  ______________________________________________________________________
 LB2175* NAD 83(1997) POSITION- 40 32 26.79765(N) 087 22 45.12388(W)   NO CHECK
 LB2175* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2175  ______________________________________________________________________
 LB2175  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 LB2175  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LB2175  HORZ ORDER      -  THIRD
 LB2175
 LB2175.The horizontal coordinates were established by classical geodetic methods
 LB2175.and adjusted by the National Geodetic Survey in May 1999.
 LB2175
 LB2175.No horizontal observational check was made to the station.
 LB2175
 LB2175.The orthometric height was scaled from a topographic map.
 LB2175
 LB2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2175.GEOID18 height accuracy estimate available here.
 LB2175
 LB2175.Click photographs - Photos may exist for this station.
 LB2175
 LB2175.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2175
 LB2175. The following values were computed from the NAD 83(1997) position.
 LB2175
 LB2175;                    North         East     Units Scale Factor Converg.
 LB2175;SPC IN W     -   587,605.501   874,935.963   MT  0.99997440   -0 11 32.3
 LB2175;SPC IN W     - 1,927,835.71  2,870,519.07   sFT  0.99997440   -0 11 32.3
 LB2175;UTM  16      - 4,487,850.072   467,888.257   MT  0.99961269   -0 14 47.3
 LB2175
 LB2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2175!SPC IN W     -   0.99996868  x   0.99997440  =   0.99994308
 LB2175!UTM  16      -   0.99996868  x   0.99961269  =   0.99958138
 LB2175
 LB2175:                Primary Azimuth Mark                     Grid Az
 LB2175:SPC IN W     -  BOSWELL 2 AZ MK                          358 07 57.7
 LB2175:UTM  16      -  BOSWELL 2 AZ MK                          358 11 12.7
 LB2175
 LB2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6788887850(NAD 83)
 LB2175
 LB2175|---------------------------------------------------------------------|
 LB2175| PID    Reference Object                     Distance      Geod. Az  |
 LB2175|                                                           dddmmss.s |
 LB2175| LB2178 BOSWELL                               9.530 METERS 05155     |
 LB2175| CM2803 BOSWELL 2 RM 4                        9.554 METERS 17733     |
 LB2175| CM2801 BOSWELL 2 AZ MK                                    3575625.4 |
 LB2175| CM2802 BOSWELL 2 RM 3                        7.021 METERS 35811     |
 LB2175|---------------------------------------------------------------------|
 LB2175
 LB2175                          SUPERSEDED SURVEY CONTROL
 LB2175
 LB2175  NAD 83(1986)-  40 32 26.80568(N)    087 22 45.13313(W) AD(       ) 3
 LB2175  NAD 27      -  40 32 26.67293(N)    087 22 45.06875(W) AD(       ) 3
 LB2175
 LB2175.Superseded values are not recommended for survey control.
 LB2175
 LB2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2175.See file dsdata.pdf to determine how the superseded data were derived.
 LB2175
 LB2175_MARKER: DS = TRIANGULATION STATION DISK
 LB2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2175_STAMPING: BOSWELL 2 1969
 LB2175_MARK LOGO: CGS
 LB2175_PROJECTION: FLUSH
 LB2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2175+STABILITY: SURFACE MOTION
 LB2175
 LB2175  HISTORY     - Date     Condition        Report By
 LB2175  HISTORY     - 1969     MONUMENTED       CGS
 LB2175  HISTORY     - 1975     GOOD             NGS
 LB2175
 LB2175                          STATION DESCRIPTION
 LB2175
 LB2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2175'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF BOSWELL, 40 FEET
 LB2175'SOUTHEAST OF THE NORTHEAST CORNER OF MR. W. G. DAVIDSONS HOUSE, 23
 LB2175'FEET SOUTH OF A FENCE, 47 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 LB2175'THE HOUSE, 45 FEET NORTH OF THE CENTERLINE OF PRESENT DRIVEWAY AND
 LB2175'1 FOOT EAST OF THE WEST RIGHT-OF-WAY LINE OF U. S. HIGHWAY 41.  THE
 LB2175'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOSWELL 2 1969.
 LB2175'
 LB2175'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND
 LB2175'STATE HIGHWAY 352 IN BOSWELL, GO NORTH ON HIGHWAY 41 FOR 1.3 MILES
 LB2175'TO THE STATION ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR
 LB2175'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2175'
 LB2175'REFERENCE MARK 3 IS 37 FEET EAST OF THE NORTHEAST CORNER OF THE
 LB2175'HOUSE, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY OF THE HIGHWAY AND IN AN
 LB2175'EAST-WEST PROPERTY LINE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 LB2175'IS STAMPED BOSWELL 2 NO 3 1969.
 LB2175'
 LB2175'REFERENCE MARK 4 IS 13 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 LB2175'48 FEET NORTHEAST OF A 14 INCH MAPLE TREE, 37 FEET EAST OF THE
 LB2175'SOUTHEAST CORNER OF THE HOUSE AND 1 FOOT EAST OF THE WEST
 LB2175'RIGHT-OF-WAY OF HIGHWAY 41.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2175'STAMPED BOSWELL 2 NO 4 1969.
 LB2175'
 LB2175'THE AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 1
 LB2175'FOOT EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE, 20 FEET
 LB2175'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 8 FEET WEST OF THE
 LB2175'WEST RIGHT-OF-WAY OF THE HIGHWAY AND ON THE PROPERTY OF MR. RALPH
 LB2175'MCKINNEY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2175'BOSWELL 2 1969.
 LB2175'
 LB2175'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2175
 LB2175                          STATION RECOVERY (1975)
 LB2175
 LB2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LB2175'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WAS
 LB2175'FOUND AS DESCRIBED IN 1969.  THE STATION WAS NOT OCCUPIED AT THIS
 LB2175'TIME AS A FENCE WAS DIRECTLY OVER THE MARK.  THE PROJECT ENGINEER
 LB2175'WAS CONTACTED AS REQUESTED ABOUT THE MARKS.  NONE OF THE MARKS
 LB2175'APPEARED TO BE IN ANY WAY OF ROAD CONSTRUCTION.  THE TO REACH IS
 LB2175'ADEQUATE.
 LB2175'
 LB2175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 LB2175'BOSWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0236 ***********************************************************************
 ME0236  DESIGNATION -  BOURBON
 ME0236  PID         -  ME0236
 ME0236  STATE/COUNTY-  IN/MARSHALL
 ME0236  COUNTRY     -  US
 ME0236  USGS QUAD   -  INWOOD (2019)
 ME0236
 ME0236                         *CURRENT SURVEY CONTROL
 ME0236  ______________________________________________________________________
 ME0236* NAD 83(1997) POSITION- 41 17 42.95697(N) 086 07 42.08500(W)   ADJUSTED
 ME0236* NAVD 88 ORTHO HEIGHT -   255.606 (meters)      838.60  (feet) ADJUSTED
 ME0236  ______________________________________________________________________
 ME0236  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0236  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 ME0236  DYNAMIC HEIGHT  -        255.499 (meters)      838.25  (feet) COMP
 ME0236  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME0236
 ME0236  HORZ ORDER      -  SECOND
 ME0236  VERT ORDER      -  FIRST     CLASS I
 ME0236
 ME0236.The horizontal coordinates were established by classical geodetic methods
 ME0236.and adjusted by the National Geodetic Survey in May 1999.
 ME0236
 ME0236.The orthometric height was determined by differential leveling and
 ME0236.adjusted by the NATIONAL GEODETIC SURVEY
 ME0236.in June 1991.
 ME0236
 ME0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0236.GEOID18 height accuracy estimate available here.
 ME0236
 ME0236.Click photographs - Photos may exist for this station.
 ME0236
 ME0236.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0236
 ME0236.The dynamic height is computed by dividing the NAVD 88
 ME0236.geopotential number by the normal gravity value computed on the
 ME0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0236.degrees latitude (g = 980.6199 gals.).
 ME0236
 ME0236.The modeled gravity was interpolated from observed gravity values.
 ME0236
 ME0236. The following values were computed from the NAD 83(1997) position.
 ME0236
 ME0236;                    North         East     Units Scale Factor Converg.
 ME0236;SPC IN E     -   671,451.189    61,330.702   MT  0.99998506   -0 18 16.9
 ME0236;SPC IN E     - 2,202,919.44    201,215.81   sFT  0.99998506   -0 18 16.9
 ME0236;UTM  16      - 4,571,901.569   572,978.769   MT  0.99966554   +0 34 30.9
 ME0236
 ME0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0236!SPC IN E     -   0.99996520  x   0.99998506  =   0.99995026
 ME0236!UTM  16      -   0.99996520  x   0.99966554  =   0.99963075
 ME0236
 ME0236:                Primary Azimuth Mark                     Grid Az
 ME0236:SPC IN E     -  BOURBON AZ MK                            078 08 45.1
 ME0236:UTM  16      -  BOURBON AZ MK                            077 15 57.3
 ME0236
 ME0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7297871901(NAD 83)
 ME0236
 ME0236|---------------------------------------------------------------------|
 ME0236| PID    Reference Object                     Distance      Geod. Az  |
 ME0236|                                                           dddmmss.s |
 ME0236| ME0235 BOURBON RM 1                         30.830 METERS 03714     |
 ME0236| ME0234 BOURBON AZ MK                                      0775028.2 |
 ME0236| ME2276 BOURBON MUNICIPAL STANDPIPE         APPROX. 1.1 KM 0790957.0 |
 ME0236| ME0237 BOURBON RM 2                         29.260 METERS 32455     |
 ME0236|---------------------------------------------------------------------|
 ME0236
 ME0236                          SUPERSEDED SURVEY CONTROL
 ME0236
 ME0236  NAD 83(1986)-  41 17 42.96146(N)    086 07 42.09367(W) AD(       ) 2
 ME0236  NAD 27      -  41 17 42.80270(N)    086 07 42.09320(W) AD(       ) 2
 ME0236  NGVD 29 (??/??/92)  255.729  (m)          839.00   (f) ADJ UNCH    1 1
 ME0236  NGVD 29             255.73   (m)          839.0    (f) LEVELING    3  
 ME0236
 ME0236.Superseded values are not recommended for survey control.
 ME0236
 ME0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0236.See file dsdata.pdf to determine how the superseded data were derived.
 ME0236
 ME0236_MARKER: DS = TRIANGULATION STATION DISK
 ME0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0236_STAMPING: BOURBON 1952
 ME0236_MARK LOGO: CGS
 ME0236_PROJECTION: FLUSH
 ME0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0236+STABILITY: SURFACE MOTION
 ME0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0236+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0236
 ME0236  HISTORY     - Date     Condition        Report By
 ME0236  HISTORY     - 1952     MONUMENTED       CGS
 ME0236  HISTORY     - 1968     GOOD             CGS
 ME0236  HISTORY     - 1968     GOOD             CGS
 ME0236  HISTORY     - 1974     GOOD             BRADY
 ME0236  HISTORY     - 1974     GOOD             NGS
 ME0236  HISTORY     - 1974     GOOD             NGS
 ME0236  HISTORY     - 1976     GOOD             NGS
 ME0236  HISTORY     - 1983     GOOD             USPSQD
 ME0236  HISTORY     - 1984     GOOD             NGS
 ME0236  HISTORY     - 19840503 GOOD             NGS
 ME0236  HISTORY     - 1990     GOOD             USPSQD
 ME0236  HISTORY     - 19920831 GOOD             NGS
 ME0236
 ME0236                          STATION DESCRIPTION
 ME0236
 ME0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0236'STATION IS LOCATED ON THE PROPERTY OF JOHN BORDER ALONG THE SOUTH SIDE
 ME0236'OF CENTER STREET ROAD ABOUT 1/2 MILE WEST OF BOURBON.  IT IS 66 FEET
 ME0236'SOUTH OF THE CENTER OF THE ROAD, 34 FEET NORTHWEST OF THE NORTHEAST
 ME0236'CORNER OF THE BORDER HATCHERY BUILDING AND 30 FEET WEST OF THE CENTER
 ME0236'OF A GRAVEL DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME0236'BOURBON 1952.
 ME0236'
 ME0236'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 ME0236'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 ME0236'IS STAMPED BOURBON NO 1 1952.
 ME0236'
 ME0236'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 ME0236'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 ME0236'IS STAMPED BOURBON NO 2 1952.
 ME0236'
 ME0236'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, 17
 ME0236'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF A
 ME0236'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME0236'STAMPED BOURBON 1952.
 ME0236'
 ME0236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME0236'HIGHWAY 331 IN BOURBON, GO WEST ON HIGHWAY 30 FOR 0.15 MILE TO WHERE
 ME0236'THE HIGHWAY CURVES RIGHT AND CENTER STREET CONTINUES STRAIGHT AHEAD*.
 ME0236'CONTINUE AHEAD ON CENTER STREET FOR 0.4 MILE TO THE STATION ON THE
 ME0236'LEFT NEAR THE BORDER HATCHERY AS DESCRIBED.
 ME0236'
 ME0236'*TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION OF CENTER STREET AND
 ME0236'HIGHWAY 30, CONTINUE WEST ON HIGHWAY 30 FOR 0.15 MILE TO THE MARK ON
 ME0236'THE LEFT AS DESCRIBED.
 ME0236'
 ME0236'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0236
 ME0236                          STATION RECOVERY (1968)
 ME0236
 ME0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0236'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 ME0236'AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK
 ME0236'DISK HAS BEEN BATTERED AND THE STAMPING IS NOT LEGIBLE BUT DISK
 ME0236'REMAINS AND POST IS SOLID IN GROUND ALTHOUGH IT HAS BEEN CHIPPED.
 ME0236
 ME0236                          STATION RECOVERY (1968)
 ME0236
 ME0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0236'0.6 MI W FROM BOURBON.
 ME0236'ABOUT 0.15 MILE NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0236'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, THENCE 0.45 MILE
 ME0236'WEST ALONG EAST 12 B ROAD, ABOUT 0.35 MILE EAST OF THE INTERSECTION
 ME0236'OF SOUTH ELM ROAD, 70 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 ME0236'OF A GRAVELED DRIVEWAY LEADING SOUTH TO A LARGE THREE STORIED
 ME0236'BRICK HOUSE, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24
 ME0236'FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 34 FEET NORTHWEST
 ME0236'OF THE NORTHEAST CORNER OF A LARGE BARN, 3 FEET ABOVE THE LEVEL
 ME0236'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 ME0236'THE GROUND.  IN SECTION 24, R 3 E, T 33 N.
 ME0236
 ME0236                          STATION RECOVERY (1974)
 ME0236
 ME0236'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (KM)
 ME0236'BOURBON 1952 GOOD.  BOURBON 1952 (AZ MK) COULD NOT FIND FROM
 ME0236'DESCRIPTION.  BOURBON NO 1 1952 DESTROYED BY CONSTRUCTION OF NEW
 ME0236'HOUSE.  BOURBON NO 2 1952 DESTROYED BY CONSTRUCTION OF NEW HOUSE
 ME0236'
 ME0236'DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BOURBON
 ME0236
 ME0236                          STATION RECOVERY (1974)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0236'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 ME0236'WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE
 ME0236'AZIMUTH MARK WAS FOUND IN POOR CONDITION AND OBSTRUCTED TO THE STATION
 ME0236'BY A LARGE METAL AND BRICK BUILDING.  THERE WAS NO OBJECTS FROM WHICH
 ME0236'A NEW AZIMUTH MARK COULD BE SET.  REFERENCE MARKS 3 AND 4 WERE SET.  A
 ME0236'NEW DESCRIPTION FOLLOWS-
 ME0236'
 ME0236'THE STATION IS 66 FEET SOUTH OF THE CENTERLINE OF ROAD, 34 FEET
 ME0236'NORTHWEST OF THE NORTHEAST CORNER OF BOARDER HATCHERY BUILDING (NOW A
 ME0236'T.V. REPAIR SHOP), 30 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND ON
 ME0236'THE PROPERTY OF MR. JOHN BORDER.  THE MONUMENT IS FLUSH AND THE DISK
 ME0236'IS STAMPED BOURBON 1952.
 ME0236'
 ME0236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME0236'HIGHWAY 331 AT BOURBON, GO WEST ON HIGHWAY 30 FOR 0.15 MILE TO A ROAD
 ME0236'FORK.  TAKE THE LEFT FORK AND GO WEST ON CENTER ST. FOR 0.4 MILE TO
 ME0236'THE STATION ON THE LEFT.
 ME0236'
 ME0236'REFERENCE MARK 3 IS 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 ME0236'FOOT WEST OF A METAL WITNESS POST AND 26 FEET EAST OF THE EXTENDED
 ME0236'CENTERLINE OF DRIVEWAY SOUTH.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ME0236'DISK IS STAMPED BOURBON 1952 NO 3 1974.
 ME0236'
 ME0236'REFERENCE MARK 4 IS 87 FEET WEST OF THE EXTENDED CENTERLINE OF THE
 ME0236'DRIVEWAY, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET
 ME0236'SOUTHEAST OF POWER POLE 777-958.  THE MONUMENT PROJECTS 4 INCHES AND
 ME0236'THE DISK IS STAMPED BOURBON 1952 NO 4 1974.
 ME0236'
 ME0236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BOURBON
 ME0236'
 ME0236'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME0236
 ME0236                          STATION RECOVERY (1974)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME0236'RECOVERED IN GOOD CONDITION.
 ME0236
 ME0236                          STATION RECOVERY (1976)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 ME0236'STATION MARK, REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD CONDITION AS
 ME0236'DESCRIBED IN 1974.  THE DISTANCE AND DIRECTION CHECKED.  AN AZIMUTH
 ME0236'MARK WAS SET AND POLARIS OBSERVATION TAKEN.  THE TO REACH AND
 ME0236'DESCRIPTION ARE ADEQUATE WITH THE ADDITION OF THE AZIMUTH MARK BELOW.
 ME0236'
 ME0236'THE AZIMUTH MARK IS 93 FEET NORTHWEST OF A POWER POLE, 23 FEET WEST OF
 ME0236'THE CENTERLINE OF PAVED ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND
 ME0236'1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME0236'BOURBON 1952 NO 5 1975.
 ME0236'
 ME0236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED ROAD
 ME0236'FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 ME0236'FOR 0.05 MILE AND THE MARK LEFT AS DESCRIBED.
 ME0236'
 ME0236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOURBON.
 ME0236'
 ME0236'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME0236
 ME0236                          STATION RECOVERY (1983)
 ME0236
 ME0236'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME0236'BOURBON 1952 RECOVERED GOOD.  MARK IS 50.9 FEET NORTHEAST OF THE
 ME0236'NORTHWEST CORNER OF THE BARN AND IS 111.2 FEET SOUTHWEST OF RM 3.  -
 ME0236'BOURBON RM 1 DESTROYED--WATER MAIN PLACED IN LOCATION OF MARK.
 ME0236'BOURBON RM 2 NOT RECOVERED.  GROUND HAS BEEN FILLED ALMOST TO LEVEL OF
 ME0236'ROAD.  MARK ASSUMED TO BE ABOUT 2 FT. UNDERGROUND.  A NEW POLE PLACED.
 ME0236'BOURBON RM 3 RECOVERED GOOD.
 ME0236
 ME0236                          STATION RECOVERY (1984)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0236'RECOVERED IN GOOD CONDITION.
 ME0236
 ME0236                          STATION RECOVERY (1984)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME0236'THE STATION MARK, REFERENCE MARKS 3, 4, AND 5 WAS RECOVERED IN GOOD
 ME0236'CONDITION.  THE AZIMUTH MARK WAS RECOVERED ALL BATTERED UP AND PART OF
 ME0236'THE MONUMENT BROKEN OFF, BUT STILL SOLID IN THE GROUND.  A NEW AZIMUTH
 ME0236'MARK 3 WAS ESTABLISHED AT THIS TIME, AS THE REFERENCE MARK 5 WHICH IS
 ME0236'USED AS THE AZIMUTH MARK 2 IS BLOCKED BY LEAVES IN THE SUMMER TIME.
 ME0236'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED THE OLD
 ME0236'DATA.  A NEW DESCRIPTION FOLLOWS.
 ME0236'
 ME0236'THE STATION IS LOCATED ON PROPERTY OF MR JOHN BORDER WHO LIVES AT THE
 ME0236'STATION SITE, ON THE SOUTH SIDE OF CENTER STREET (E 12TH B RD) .
 ME0236'
 ME0236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 331 AND E
 ME0236'CENTER STREET, WHICH IS OLD H.S HIGHWAY 30, IN BOURBON, GO WEST ON OLD
 ME0236'HIGHWAY 30 FOR 0.15 MILE (0.24 KM) TO WHERE THE HIGHWAY CURVES RIGHT
 ME0236'AND CENTER STREET CONTINUES STRAIGHT AHEAD AND TURN INTO E 12TH B RD.
 ME0236'KEEP TO LEFT ON CENTER STREET AND GO WEST FOR 0.4 MILE (0.64 KM) O THE
 ME0236'STATION OF LEFT AS DESCRIBED.
 ME0236'
 ME0236'THE STATION IS A STANDARD NGS DISK STAMPED,---BOURBON 1952---, SET
 ME0236'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME0236'DIAMETER, RECESSED, 2 INCHES (6 CM) BELOW THE GROUND.  IT IS LOCATED
 ME0236'10.424 METERS (34.199 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF
 ME0236'AND OLD BARD, 18.47 METERS (60.60 FT) SOUTH FROM THE CENTER LINE OF E
 ME0236'12TH B RD, 8.41 METERS (27.59 FT) WEST FROM THE CENTER LINE OF
 ME0236'DRIVEWAY AND 9.75 METERS (31.99 FT) NORTH FROM THE NORTH FACE OF THE
 ME0236'OLD BARN.
 ME0236'
 ME0236'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,
 ME0236'---BOURBON 1952 NO 4 1974---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0236'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 4 INCHES (12 CM)
 ME0236'BELOW THE GROUND.  IT IS LOCATED 9.75 METERS (31.99 FT) NORTH FROM THE
 ME0236'CENTERLINE OF E 12TH B RD, 0.61 METERS (2.00 FT) SOUTHEAST FROM A
 ME0236'UTILITY POLE, AND LEVEL WITH THE STATION.
 ME0236'
 ME0236'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME0236'---BOURBON 1952 NO 3 1974---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0236'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 4 INCHES (12 CM)
 ME0236'BELOW THE GROUND.  IT IS LOCATED 10.06 METERS (33.01 FT) NORTH FROM
 ME0236'THE CENTERLINE OF E 12TH B RD, 0.46 METERS (1.51 FT) SOUTHWEST FROM A
 ME0236'METAL WITNESS POST, AND 0.3 METERS (1.0 FT) LOWER THAN THE GROUND.
 ME0236'
 ME0236'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED,
 ME0236'---BOURBON 1952 NO 5 1975---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0236'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED, 8 INCHES (24 CM)
 ME0236'BELOW THE GROUND.  IT IS LOCATED 28.35 METERS (93.01 FT) NORTHWEST
 ME0236'FROM A UTILITY POLE, 7.01 METERS (23.00 FT) WEST FROM THE CENTERLINE
 ME0236'OF S ELM RD, 7.59 METERS (24.90 FT) NORTH FROM A EAST-WEST FENCE LINE,
 ME0236'AND 0.61 METERS (2.00 FT) SOUTH FROM A METAL WITNESS POST.  THE MARK
 ME0236'IS USED AS AZIMUTH MARK 2.
 ME0236'
 ME0236'TO REACH FROM STATION GO WEST ON E 12TH B RD FOR 0.35 MILE (0.56 KM)
 ME0236'TO A CROSSROAD, S ELM RD.  TURN RIGHT AND GO NORTH FOR 0.05 MILE
 ME0236'(0.08 KM) TO MARK IN LEFT AS DESCRIBED.
 ME0236'
 ME0236'AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME0236'---BOURBON 1952 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0236'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  IT IS
 ME0236'LOCATED 17.01 METERS (55.81 FT) SOUTH FROM THE CENTERLINE OF OLD
 ME0236'HIGHWAY 30, 6.55 METERS (21.49 FT) NORTH FROM THE NORTH RAIL OF THE
 ME0236'NORTH SET OF RAILROAD TRACK, 4.85 METERS (15.91 FT) NORTHWEST FROM A
 ME0236'RAILROAD W SIGN AND 1.17 METERS (3.84 FT) SOUTH FROM A WITNESS POST.
 ME0236'
 ME0236'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF OLD U.S HIGHWAY 30 AND
 ME0236'CENTER STREET GO WEST ON OLD HIGHWAY 30 FOR 0.65 MILE (1.05 KM) TO
 ME0236'MARK ON LEFT BY RAILROAD TRACKS.
 ME0236
 ME0236                          STATION RECOVERY (1990)
 ME0236
 ME0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0236'RECOVERED IN GOOD CONDITION.
 ME0236
 ME0236                          STATION RECOVERY (1992)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0236'0.3 KM (0.20 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0236'JUNCTION OF STATE HIGHWAY 331 IN BOURBON, THENCE 0.7 KM (0.45 MI)
 ME0236'WESTERLY ALONG EAST 12 B ROAD, 38.7 M (127.0 FT) SOUTHWEST OF
 ME0236'REFERENCE MARK 3, 32.3 M (106.0 FT) SOUTHEAST OF REFERENCE MARK 4,
 ME0236'18.3 M (60.0 FT) SOUTH OF THE ROAD CENTERLINE, 15.4 M (50.5 FT)
 ME0236'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 10.4 M (34.1 FT)
 ME0236'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BARN, 8.2 M (26.9 FT)
 ME0236'WEST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 ME0236'THE ROAD, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE
 ME0236'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0234 ***********************************************************************
 ME0234  DESIGNATION -  BOURBON AZ MK
 ME0234  PID         -  ME0234
 ME0234  STATE/COUNTY-  IN/MARSHALL
 ME0234  COUNTRY     -  US
 ME0234  USGS QUAD   -  BOURBON (2019)
 ME0234
 ME0234                         *CURRENT SURVEY CONTROL
 ME0234  ______________________________________________________________________
 ME0234* NAD 83(1986) POSITION- 41 17 45.     (N) 086 07 18.     (W)   SCALED
 ME0234* NAVD 88 ORTHO HEIGHT -   256.644 (meters)      842.01  (feet) ADJUSTED
 ME0234  ______________________________________________________________________
 ME0234  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME0234  DYNAMIC HEIGHT  -        256.537 (meters)      841.66  (feet) COMP
 ME0234  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 ME0234
 ME0234  VERT ORDER      -  FIRST     CLASS I
 ME0234
 ME0234.The horizontal coordinates were scaled from a map and have
 ME0234.an estimated accuracy of +/- 6 seconds.
 ME0234
 ME0234.The orthometric height was determined by differential leveling and
 ME0234.adjusted by the NATIONAL GEODETIC SURVEY
 ME0234.in June 1991.
 ME0234
 ME0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0234.GEOID18 height accuracy estimate available here.
 ME0234
 ME0234.Click photographs - Photos may exist for this station.
 ME0234
 ME0234.The dynamic height is computed by dividing the NAVD 88
 ME0234.geopotential number by the normal gravity value computed on the
 ME0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0234.degrees latitude (g = 980.6199 gals.).
 ME0234
 ME0234.The modeled gravity was interpolated from observed gravity values.
 ME0234
 ME0234;                    North         East    Units  Estimated Accuracy
 ME0234;SPC IN E     -   671,510.       61,890.      MT  (+/- 180 meters Scaled)
 ME0234
 ME0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL735719(NAD 83)
 ME0234
 ME0234                          SUPERSEDED SURVEY CONTROL
 ME0234
 ME0234  NGVD 29 (??/??/92)  256.769  (m)          842.42   (f) ADJ UNCH    1 1
 ME0234
 ME0234.Superseded values are not recommended for survey control.
 ME0234
 ME0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0234.See file dsdata.pdf to determine how the superseded data were derived.
 ME0234
 ME0234_MARKER: DZ = AZIMUTH MARK DISK
 ME0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0234_STAMPING: BOURBON 1952
 ME0234_MARK LOGO: CGS
 ME0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0234+STABILITY: SURFACE MOTION
 ME0234
 ME0234  HISTORY     - Date     Condition        Report By
 ME0234  HISTORY     - 1952     MONUMENTED       CGS
 ME0234  HISTORY     - 1968     GOOD             CGS
 ME0234  HISTORY     - 1984     POOR             NGS
 ME0234  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0234
 ME0234                          STATION DESCRIPTION
 ME0234
 ME0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0234'AT BOURBON.
 ME0234'AT BOURBON, ABOUT 0.25 MILE NORTHWEST ALONG THE PENN CENTRAL
 ME0234'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 331, ABOUT 0.1
 ME0234'MILE NORTHWEST OF THE CROSSING OF EAST 12 B ROAD, 127 FEET
 ME0234'NORTHEAST OF AND ACROSS THE TRACK FROM THE NORTHEAST CORNER
 ME0234'OF A ONE STORY METAL BUILDING, IN SECTION 24, R 3 E, T 33 N,
 ME0234'64.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK,
 ME0234'47 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 19 FEET
 ME0234'WEST OF THE CENTER LINE OF A DRIVEWAY, ABOUT LEVEL WITH THE
 ME0234'HIGHWAY, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 ME0234'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 ME0234'THE GROUND.  NOTE-- THE DISK HAS BEEN BATTERED AND THE STAMPING
 ME0234'IS NOT LEGIBLE ANYMORE.  THE EAST AND WEST CORNER OF THE CONCRETE
 ME0234'POST HAS BEEN CHIPPED BUT MARK IS SOLID IN THE GROUND.
 ME0234
 ME0234                          STATION RECOVERY (1984)
 ME0234
 ME0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0234'MARK RECOVERED IN POOR CONDITION.
 ME0234
 ME0234                          STATION RECOVERY (1992)
 ME0234
 ME0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0234'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0237 ***********************************************************************
 ME0237  DESIGNATION -  BOURBON RM 2
 ME0237  PID         -  ME0237
 ME0237  STATE/COUNTY-  IN/MARSHALL
 ME0237  COUNTRY     -  US
 ME0237  USGS QUAD   -  INWOOD (2019)
 ME0237
 ME0237                         *CURRENT SURVEY CONTROL
 ME0237  ______________________________________________________________________
 ME0237* NAD 83(1986) POSITION- 41 17 43.73   (N) 086 07 42.81   (W)   HD_HELD1
 ME0237* NAVD 88 ORTHO HEIGHT -   255.147 (meters)      837.09  (feet) ADJUSTED
 ME0237  ______________________________________________________________________
 ME0237  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0237  DYNAMIC HEIGHT  -        255.040 (meters)      836.74  (feet) COMP
 ME0237  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME0237
 ME0237  VERT ORDER      -  FIRST     CLASS I
 ME0237
 ME0237.The horizontal coordinates were determined by differentially corrected
 ME0237.hand held GPS observations or other comparable positioning techniques
 ME0237.and have an estimated accuracy of +/- 3 meters.
 ME0237
 ME0237.The orthometric height was determined by differential leveling and
 ME0237.adjusted by the NATIONAL GEODETIC SURVEY
 ME0237.in June 1991.
 ME0237
 ME0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0237.GEOID18 height accuracy estimate available here.
 ME0237
 ME0237.Click photographs - Photos may exist for this station.
 ME0237
 ME0237.The dynamic height is computed by dividing the NAVD 88
 ME0237.geopotential number by the normal gravity value computed on the
 ME0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0237.degrees latitude (g = 980.6199 gals.).
 ME0237
 ME0237.The modeled gravity was interpolated from observed gravity values.
 ME0237
 ME0237;                    North         East    Units  Estimated Accuracy
 ME0237;SPC IN E     -   671,475.1      61,314.0     MT  (+/- 3 meters HH1 GPS) 
 ME0237
 ME0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7296171925(NAD 83)
 ME0237
 ME0237                          SUPERSEDED SURVEY CONTROL
 ME0237
 ME0237  NGVD 29 (??/??/92)  255.270  (m)          837.50   (f) ADJ UNCH    1 1
 ME0237
 ME0237.Superseded values are not recommended for survey control.
 ME0237
 ME0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0237.See file dsdata.pdf to determine how the superseded data were derived.
 ME0237
 ME0237_MARKER: DR = REFERENCE MARK DISK
 ME0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0237_STAMPING: BOURBON NO 2 1952
 ME0237_MARK LOGO: CGS
 ME0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0237+STABILITY: SURFACE MOTION
 ME0237
 ME0237  HISTORY     - Date     Condition        Report By
 ME0237  HISTORY     - 1952     MONUMENTED       CGS
 ME0237  HISTORY     - 1968     GOOD             CGS
 ME0237  HISTORY     - 1974     MARK NOT FOUND   NGS
 ME0237  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 ME0237
 ME0237                          STATION DESCRIPTION
 ME0237
 ME0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0237'0.6 MI W FROM BOURBON.
 ME0237'ABOUT 0.15 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0237'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, THENCE 0.45 MILE
 ME0237'WEST ALONG EAST 12 B ROAD, 95.9 FEET NORTHWEST OF AND ACROSS
 ME0237'THE ROAD FROM THE STATION MARK DESCRIBED, IN SECTION 24, R 3 E,
 ME0237'T 33 N, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11 1/2
 ME0237'FEET EAST OF POWER LINE POLE 293-078, 2 FEET BELOW THE LEVEL OF
 ME0237'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0237'INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0237
 ME0237                          STATION RECOVERY (1974)
 ME0237
 ME0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME0237'MARK NOT FOUND.
 ME0237
 ME0237                          STATION RECOVERY (1994)
 ME0237
 ME0237'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0238 ***********************************************************************
 ME0238  DESIGNATION -  BOURBON RM 3
 ME0238  PID         -  ME0238
 ME0238  STATE/COUNTY-  IN/MARSHALL
 ME0238  COUNTRY     -  US
 ME0238  USGS QUAD   -  INWOOD (2019)
 ME0238
 ME0238                         *CURRENT SURVEY CONTROL
 ME0238  ______________________________________________________________________
 ME0238* NAD 83(1986) POSITION- 41 17 43.89   (N) 086 07 41.33   (W)   HD_HELD1
 ME0238* NAVD 88 ORTHO HEIGHT -   255.30  (meters)      837.6   (feet) RESET
 ME0238  ______________________________________________________________________
 ME0238  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0238  VERT ORDER      -  THIRD
 ME0238
 ME0238.The horizontal coordinates were determined by differentially corrected
 ME0238.hand held GPS observations or other comparable positioning techniques
 ME0238.and have an estimated accuracy of +/- 3 meters.
 ME0238
 ME0238.The orthometric height was computed from unverified reset data.
 ME0238
 ME0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0238.GEOID18 height accuracy estimate available here.
 ME0238
 ME0238.Click photographs - Photos may exist for this station.
 ME0238
 ME0238;                    North         East    Units  Estimated Accuracy
 ME0238;SPC IN E     -   671,479.9      61,348.4     MT  (+/- 3 meters HH1 GPS) 
 ME0238
 ME0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7299671930(NAD 83)
 ME0238
 ME0238                          SUPERSEDED SURVEY CONTROL
 ME0238
 ME0238  NGVD 29 (08/22/16)  255.42   (m)          838.0    (f) RESET       3  
 ME0238
 ME0238.Superseded values are not recommended for survey control.
 ME0238
 ME0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0238.See file dsdata.pdf to determine how the superseded data were derived.
 ME0238
 ME0238_MARKER: DR = REFERENCE MARK DISK
 ME0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0238_STAMPING: BOURBON 1952 NO 3 1974
 ME0238_MARK LOGO: NGS
 ME0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0238+STABILITY: SURFACE MOTION
 ME0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0238+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0238
 ME0238  HISTORY     - Date     Condition        Report By
 ME0238  HISTORY     - 1974     MONUMENTED       NGS
 ME0238  HISTORY     - 19920831 GOOD             NGS
 ME0238
 ME0238                          STATION DESCRIPTION
 ME0238
 ME0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0238'0.5 MI W FROM BOURBON.
 ME0238'0.15 MILE WEST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 ME0238'STATE HIGHWAY 331 AT BOURBON TO A ROAD FORK, THENCE WEST ALONG
 ME0238'PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, 33 FEET NORTH
 ME0238'OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A METAL WITNESS
 ME0238'POST, 26 FEET EAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 ME0238'SOUTH AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 ME0238'2 INCHES.
 ME0238
 ME0238                          STATION RECOVERY (1992)
 ME0238
 ME0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0238'0.3 KM (0.20 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0238'JUNCTION OF STATE HIGHWAY 331 IN BOURBON, THENCE 0.7 KM (0.45 MI)
 ME0238'WESTERLY ALONG EAST 12 B ROAD, 38.7 M (127.0 FT) NORTHEAST OF
 ME0238'TRIANGULATION STATION BOURBON, 10.0 M (32.8 FT) NORTH OF THE ROAD
 ME0238'CENTERLINE, 8.5 M (27.9 FT) EAST OF THE EXTENDED CENTER OF A
 ME0238'DRIVEWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE
 ME0238'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 ME0238'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0239 ***********************************************************************
 ME0239  DESIGNATION -  BOURBON RM 4
 ME0239  PID         -  ME0239
 ME0239  STATE/COUNTY-  IN/MARSHALL
 ME0239  COUNTRY     -  US
 ME0239  USGS QUAD   -  INWOOD (2019)
 ME0239
 ME0239                         *CURRENT SURVEY CONTROL
 ME0239  ______________________________________________________________________
 ME0239* NAD 83(1986) POSITION- 41 17 43.87   (N) 086 07 42.79   (W)   HD_HELD1
 ME0239* NAVD 88 ORTHO HEIGHT -   255.16  (meters)      837.1   (feet) RESET
 ME0239  ______________________________________________________________________
 ME0239  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0239  VERT ORDER      -  THIRD
 ME0239
 ME0239.The horizontal coordinates were determined by differentially corrected
 ME0239.hand held GPS observations or other comparable positioning techniques
 ME0239.and have an estimated accuracy of +/- 3 meters.
 ME0239
 ME0239.The orthometric height was computed from unverified reset data.
 ME0239
 ME0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0239.GEOID18 height accuracy estimate available here.
 ME0239
 ME0239.Click photographs - Photos may exist for this station.
 ME0239
 ME0239;                    North         East    Units  Estimated Accuracy
 ME0239;SPC IN E     -   671,479.4      61,314.4     MT  (+/- 3 meters HH1 GPS) 
 ME0239
 ME0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7296271929(NAD 83)
 ME0239
 ME0239                          SUPERSEDED SURVEY CONTROL
 ME0239
 ME0239  NGVD 29 (08/22/16)  255.29   (m)          837.6    (f) RESET       3  
 ME0239
 ME0239.Superseded values are not recommended for survey control.
 ME0239
 ME0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0239.See file dsdata.pdf to determine how the superseded data were derived.
 ME0239
 ME0239_MARKER: DR = REFERENCE MARK DISK
 ME0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0239_STAMPING: BOURBON 1952 NO 4 1974
 ME0239_MARK LOGO: NGS
 ME0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0239+STABILITY: SURFACE MOTION
 ME0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0239+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0239
 ME0239  HISTORY     - Date     Condition        Report By
 ME0239  HISTORY     - 1974     MONUMENTED       NGS
 ME0239  HISTORY     - 19920831 GOOD             NGS
 ME0239
 ME0239                          STATION DESCRIPTION
 ME0239
 ME0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0239'0.5 MI W FROM BOURBON.
 ME0239'0.15 MILE WEST ALONG U.S. HIGHWAY 33 FROM ITS JUNCTION WITH STATE
 ME0239'HIGHWAY 331 AT BOURBON TO A ROAD FORK, THENCE WEST ALONG PAVED
 ME0239'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, 87 FEET WEST OF THE
 ME0239'EXTENDED CENTERLINE OF A DRIVEWAY SOUTH, 32 FEET NORTH OF THE
 ME0239'CENTERLINE OF ROAD, 2 FEET SOUTHEAST OF POWER POLE 777-958 AND
 ME0239'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 ME0239
 ME0239                          STATION RECOVERY (1992)
 ME0239
 ME0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0239'0.3 KM (0.20 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0239'JUNCTION OF STATE HIGHWAY 331 IN BOURBON, THENCE 0.7 KM (0.45 MI)
 ME0239'WESTERLY ALONG EAST 12 B ROAD, 34.5 M (113.2 FT) WEST OF THE EXTENDED
 ME0239'CENTER OF A DRIVEWAY, 32.3 M (106.0 FT) NORTHWEST OF TRIANGULATION
 ME0239'STATION BOURBON, 10.0 M (32.8 FT) NORTH OF THE ROAD CENTERLINE, 0.7 M
 ME0239'(2.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 777 958, 0.5 M (1.6 FT)
 ME0239'ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 ME0239'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0709 ***********************************************************************
 MD0709  DESIGNATION -  BOURIES
 MD0709  PID         -  MD0709
 MD0709  STATE/COUNTY-  IN/ALLEN
 MD0709  COUNTRY     -  US
 MD0709  USGS QUAD   -  CEDARVILLE (2019)
 MD0709
 MD0709                         *CURRENT SURVEY CONTROL
 MD0709  ______________________________________________________________________
 MD0709* NAD 83(1997) POSITION- 41 10 10.75269(N) 085 05 34.26146(W)   ADJUSTED
 MD0709* NAVD 88 ORTHO HEIGHT -   251.812 (meters)      826.15  (feet) ADJUSTED
 MD0709  ______________________________________________________________________
 MD0709  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 MD0709  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 MD0709  DYNAMIC HEIGHT  -        251.712 (meters)      825.83  (feet) COMP
 MD0709  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 MD0709
 MD0709  HORZ ORDER      -  SECOND
 MD0709  VERT ORDER      -  SECOND    CLASS 0
 MD0709
 MD0709.The horizontal coordinates were established by classical geodetic methods
 MD0709.and adjusted by the National Geodetic Survey in May 1999.
 MD0709
 MD0709.The orthometric height was determined by differential leveling and
 MD0709.adjusted by the NATIONAL GEODETIC SURVEY
 MD0709.in June 1991.
 MD0709
 MD0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0709.GEOID18 height accuracy estimate available here.
 MD0709
 MD0709.Click photographs - Photos may exist for this station.
 MD0709
 MD0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0709
 MD0709.The dynamic height is computed by dividing the NAVD 88
 MD0709.geopotential number by the normal gravity value computed on the
 MD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0709.degrees latitude (g = 980.6199 gals.).
 MD0709
 MD0709.The modeled gravity was interpolated from observed gravity values.
 MD0709
 MD0709. The following values were computed from the NAD 83(1997) position.
 MD0709
 MD0709;                    North         East     Units Scale Factor Converg.
 MD0709;SPC IN E     -   657,557.266   148,152.638   MT  0.99999519   +0 22 39.9
 MD0709;SPC IN E     - 2,157,335.80    486,064.11   sFT  0.99999519   +0 22 39.9
 MD0709;UTM  16      - 4,559,343.639   659,986.222   MT  0.99991502   +1 15 20.6
 MD0709
 MD0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0709!SPC IN E     -   0.99996567  x   0.99999519  =   0.99996086
 MD0709!UTM  16      -   0.99996567  x   0.99991502  =   0.99988070
 MD0709
 MD0709:                Primary Azimuth Mark                     Grid Az
 MD0709:SPC IN E     -  BOURIES AZ MK                            057 16 23.4
 MD0709:UTM  16      -  BOURIES AZ MK                            056 23 42.7
 MD0709
 MD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5998659343(NAD 83)
 MD0709
 MD0709|---------------------------------------------------------------------|
 MD0709| PID    Reference Object                     Distance      Geod. Az  |
 MD0709|                                                           dddmmss.s |
 MD0709| CC7854 BOURIES AZ MK                                      0573903.3 |
 MD0709| MD0710 BOURIES RM 1                         29.044 METERS 06752     |
 MD0709| MD1544 IND MICH P AND L CO SUBSTATION       39.929 METERS 23927     |
 MD0709| MD1568 WOWO RADIO ANTENNA                  APPROX.10.1 KM 2464517.8 |
 MD0709| MD1566 ALLEN CO INFIRMARY TALLER STK       APPROX. 7.3 KM 2924439.2 |
 MD0709| MD0708 BOURIES RM 2                         31.977 METERS 31150     |
 MD0709|---------------------------------------------------------------------|
 MD0709
 MD0709                          SUPERSEDED SURVEY CONTROL
 MD0709
 MD0709  NAD 83(1995)-  41 10 10.75357(N)    085 05 34.26544(W) AD(       ) 2
 MD0709  NAD 83(1986)-  41 10 10.75392(N)    085 05 34.27522(W) AD(       ) 2
 MD0709  NAD 27      -  41 10 10.57930(N)    085 05 34.38410(W) AD(       ) 2
 MD0709  NGVD 29 (??/??/92)  251.938  (m)          826.57   (f) ADJ UNCH    2 0
 MD0709  NGVD 29             251.94   (m)          826.6    (f) LEVELING    3  
 MD0709
 MD0709.Superseded values are not recommended for survey control.
 MD0709
 MD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0709.See file dsdata.pdf to determine how the superseded data were derived.
 MD0709
 MD0709_MARKER: DS = TRIANGULATION STATION DISK
 MD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0709_STAMPING: BOURIES 1946
 MD0709_MARK LOGO: CGS
 MD0709_PROJECTION: FLUSH
 MD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0709+STABILITY: SURFACE MOTION
 MD0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0709+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 MD0709
 MD0709  HISTORY     - Date     Condition        Report By
 MD0709  HISTORY     - 1946     MONUMENTED       CGS
 MD0709  HISTORY     - 1946     GOOD             CGS
 MD0709  HISTORY     - 1958     GOOD             IMECO
 MD0709  HISTORY     - 1962     GOOD             CGS
 MD0709  HISTORY     - 1963     GOOD             CGS
 MD0709  HISTORY     - 20060510 GOOD             CMT
 MD0709
 MD0709                          STATION DESCRIPTION
 MD0709
 MD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0709'THIS STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF FORT
 MD0709'WAYNE, ON THE PROPERTY OF THE INDIANA-MICHIGAN ELECTRIC COMPANY,
 MD0709'SUB-STATION.  IT IS 48 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MD0709'427 AND 26 FEET EAST OF A WIRE CYCLONE FENCE.  THE MARK IS FLUSH AND
 MD0709'THE DISK IS STAMPED BOURIES 1946.
 MD0709'
 MD0709'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS 1 FOOT
 MD0709'WEST OF POWER POLE 288-33, 1 FOOT SOUTHWEST OF A WITNESS POST, 1 FOOT
 MD0709'NORTH OF A FENCELINE AND 24 FEET SOUTH OF THE CENTERLINE OF STATE
 MD0709'HIGHWAY 427.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 MD0709'BOURIES 1946.
 MD0709'
 MD0709'REFERENCE MARK NO. 1 IS 95.29 FEET NORTHEAST OF THE STATION.  IT IS 3
 MD0709'FEET NORTH OF A POLE AND 27 FEET NORTH OF THE CENTERLINE OF STATE
 MD0709'HIGHWAY 427.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MD0709'BOURIES NO 1 1946.
 MD0709'
 MD0709'REFERENCE MARK NO. 2 IS 104.91 FEET NORTHWEST OF THE STATION.  IT IS 1
 MD0709'FOOT EAST OF A CYCLONE WIRE FENCE.  THE MARK PROJECTS 1 INCH AND THE
 MD0709'DISK IS STAMPED BOURIES NO 2 1946.
 MD0709'
 MD0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 MD0709'HIGHWAY 427 ABOUT 2-1/2 MILES NORTH OF FORT WAYNE, GO NORTH ON STATE
 MD0709'HIGHWAY 427 FOR 04.7 MILES TO THE ELECTRIC SUB-STATION AND STATION ON
 MD0709'THE LEFT AS DESCRIBED.
 MD0709'
 MD0709'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON STATE HIGHWAY 427
 MD0709'FOR 0.25 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 MD0709'
 MD0709'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD0709
 MD0709                          STATION RECOVERY (1946)
 MD0709
 MD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD0709'4.5 MI SW FROM CEDARVILLE.
 MD0709'LOCATED 4.5 MILES SOUTHWEST OF THE CROSS ROADS OF MAIN STREET
 MD0709'AND ST. JOE STREET IN CEDARVILLE ALONG INDIANA STATE HIGHWAY
 MD0709'427 AND 1, ON THE PROPERTY OF THE INDIANA-MICHIGAN ELECTRIC
 MD0709'COMPANY, JUST NORTH OF THEIR SUB STATION.  IT IS 120.0 FEET EAST
 MD0709'OF A MICROWAVE TOWER AND 48.0 FEET NORTHWEST OF THE CENTERLINE
 MD0709'OF INDIANA STATE HIGHWAY 427 AND 1.  A STANDARD TRIANGULATION
 MD0709'DISK STAMPED BOURIES 1947, SET IN A 12 INCH SQUARE CONCRETE
 MD0709'MONUMENT THAT IS FLUSH WITH AN 8 FOOT ROUND CONCRETE CAMERA
 MD0709'TARGET.
 MD0709
 MD0709                          STATION RECOVERY (1958)
 MD0709
 MD0709'RECOVERY NOTE BY INDIANA-MICHIGAN ELECTRIC COMPANY 1958
 MD0709'STATION MARK AND REFERENCE MARK NO. 2 REPORTED IN GOOD CONDITION.
 MD0709'REFERENCE MARK NO. 1 IS TIPPED TO THE N.W. AZIMUTH MARK IS TIPPED TO
 MD0709'THE EAST (AWAY FROM ROAD)  AND IS ABOUT 0.45 MILE N.E. OF STATION
 MD0709'INSTEAD OF 0.25 MILE.  WITNESS POST IS GONE.
 MD0709
 MD0709                          STATION RECOVERY (1962)
 MD0709
 MD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 MD0709'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0709'DESCRIBED, EXCEPT THAT THE AZIMUTH MARK WAS FOUND DESTROYED AND THE
 MD0709'DISK THEREOF WAS RECLAIMED.
 MD0709'
 MD0709'ABOUT 4.8 MILES NORTHEASTERLY ALONG NO. 427 INDIANA HWY. (MAIN DIRECT
 MD0709'ROAD TO AUBURN) FROM ITS Y-JUNCTION WITH NO. 27 U.S. HWY. (MAIN DIRECT
 MD0709'ROAD TO GARRETT) WHICH JUNCTION IS ABOUT 2-1/2 MILES N OF THE
 MD0709'COURTHOUSE IN FORT WAYNE, AT LOCAL CREST OF HWY. GRADES, AT EASTERLY
 MD0709'CORNER OF LARGE ELECTRIC POWER TRANSFORMER STATION, 47-1/2 FEET NW OF
 MD0709'HWY. CENTER LINE, 1.2 FEET LOWER THAN SAME, 26 FEET NE OF PROJECTED
 MD0709'LINE OF MOST NORTHEASTERLY STEEL CYCLONE FENCE AROUND THE POWER
 MD0709'STATION, STANDARD 1A AND 7A MARKS STAMPED BOURIES 1946, THE UPPER
 MD0709'FLUSH.
 MD0709'
 MD0709'REFERENCE STAMPED BOURIES NO 1 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD0709'95.20 FEET OR 29.017 METERS ENE IN AZIMUTH 247 DEG. 53 MIN. FROM THE
 MD0709'STATION, 27 FEET NW OF HWY.  CENTER LINE, 1.4 FEET LOWER THAN SAME,
 MD0709'AND 45 FEET N OF ANCHOR OF MICROWAVE TOWER GUY WIRES.
 MD0709'
 MD0709'REFERENCE STAMPED BOURIES NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD0709'104.98 FEET OR 31.998 METERS NW IN AZIMUTH 131 DEG. 50 MIN. FROM THE
 MD0709'STATION, AND 2 FEET N OF THE CORNER OF FENCE.
 MD0709'
 MD0709'MICROWAVE ANTENNA TOWER IS 129 FEET NW IN AZIMUTH 130 DEG. 11 MIN.
 MD0709'FROM THE STATION.
 MD0709
 MD0709                          STATION RECOVERY (1963)
 MD0709
 MD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0709'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 MD0709'THE AZIMUTH MARK WAS FOUND WITH ITS TOP BROKEN OFF.  THE DISTANCES TO
 MD0709'THE REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS
 MD0709'ADEQUATE WITH THE FOLLOWING CHANGES AND ADDITIONS.
 MD0709'
 MD0709'STATION MARK IS 120 FT. EAST OF A MICRO WAVE TOWER, A ROUND CONCRETE
 MD0709'CAMERA TARGET 8 FEET IN DIAMETER WAS CONSTRUCTED AROUND THE STATION
 MD0709'MARK, AND THE CYCLONE FENCE WHICH WAS 26 FEET FROM THE STATION IS
 MD0709'GONE.
 MD0709'
 MD0709'R.M. 1 IS 7.5 FEET SOUTHEAST OF A TELEPHONE POLE.
 MD0709'
 MD0709'R.M. 2 IS 24.0 FEET EAST OF THE MICRO WAVE TOWER.
 MD0709
 MD0709                          STATION RECOVERY (2006)
 MD0709
 MD0709'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0710 ***********************************************************************
 MD0710  DESIGNATION -  BOURIES RM 1
 MD0710  PID         -  MD0710
 MD0710  STATE/COUNTY-  IN/ALLEN
 MD0710  COUNTRY     -  US
 MD0710  USGS QUAD   -  CEDARVILLE (2019)
 MD0710
 MD0710                         *CURRENT SURVEY CONTROL
 MD0710  ______________________________________________________________________
 MD0710* NAD 83(1986) POSITION- 41 10 11.11   (N) 085 05 33.11   (W)   HD_HELD1
 MD0710* NAVD 88 ORTHO HEIGHT -   251.500 (meters)      825.13  (feet) ADJUSTED
 MD0710  ______________________________________________________________________
 MD0710  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 MD0710  DYNAMIC HEIGHT  -        251.400 (meters)      824.80  (feet) COMP
 MD0710  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 MD0710
 MD0710  VERT ORDER      -  SECOND    CLASS 0
 MD0710
 MD0710.The horizontal coordinates were determined by differentially corrected
 MD0710.hand held GPS observations or other comparable positioning techniques
 MD0710.and have an estimated accuracy of +/- 3 meters.
 MD0710
 MD0710.The orthometric height was determined by differential leveling and
 MD0710.adjusted by the NATIONAL GEODETIC SURVEY
 MD0710.in June 1991.
 MD0710
 MD0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0710.GEOID18 height accuracy estimate available here.
 MD0710
 MD0710.Click photographs - Photos may exist for this station.
 MD0710
 MD0710.The dynamic height is computed by dividing the NAVD 88
 MD0710.geopotential number by the normal gravity value computed on the
 MD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0710.degrees latitude (g = 980.6199 gals.).
 MD0710
 MD0710.The modeled gravity was interpolated from observed gravity values.
 MD0710
 MD0710;                    North         East    Units  Estimated Accuracy
 MD0710;SPC IN E     -   657,568.5     148,179.4     MT  (+/- 3 meters HH1 GPS) 
 MD0710
 MD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6001259355(NAD 83)
 MD0710
 MD0710                          SUPERSEDED SURVEY CONTROL
 MD0710
 MD0710  NGVD 29 (??/??/92)  251.625  (m)          825.54   (f) ADJ UNCH    2 0
 MD0710
 MD0710.Superseded values are not recommended for survey control.
 MD0710
 MD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0710.See file dsdata.pdf to determine how the superseded data were derived.
 MD0710
 MD0710_MARKER: DR = REFERENCE MARK DISK
 MD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0710_STAMPING: BOURIES NO 1 1946
 MD0710_MARK LOGO: CGS
 MD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0710+STABILITY: SURFACE MOTION
 MD0710
 MD0710  HISTORY     - Date     Condition        Report By
 MD0710  HISTORY     - 1946     MONUMENTED       CGS
 MD0710  HISTORY     - 1963     GOOD             CGS
 MD0710
 MD0710                          STATION DESCRIPTION
 MD0710
 MD0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0710'4.5 MI SW FROM CEDARVILLE.
 MD0710'LOCATED 4.5 MILES SOUTHWEST OF THE CROSS-ROADS OF MAIN STREET
 MD0710'AND ST. JOE STREET IN CEDARVILLE ALONG INDIANA STATE HIGHWAY
 MD0710'427 AND 1, ON THE PROPERTY OF THE INDIANA-MICHIGAN ELECTRIC
 MD0710'COMPANY, JUST NORTH OF THEIR SUB STATION.  IT IS 95.3 FEET
 MD0710'NORTHEAST OF CAMERA TARGET BOURIES, 27.0 FEET NORTHWEST OF THE
 MD0710'CENTERLINE OF INDIANA STATE HIGHWAY 427 AND 1, AND 7.5 FEET
 MD0710'SOUTHEAST OF A TELEPHONE POLE.  A STANDARD RM DISK STAMPED
 MD0710'BOURIES NO 1 1946, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0710'MONUMENT THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0708 ***********************************************************************
 MD0708  DESIGNATION -  BOURIES RM 2
 MD0708  PID         -  MD0708
 MD0708  STATE/COUNTY-  IN/ALLEN
 MD0708  COUNTRY     -  US
 MD0708  USGS QUAD   -  CEDARVILLE (2019)
 MD0708
 MD0708                         *CURRENT SURVEY CONTROL
 MD0708  ______________________________________________________________________
 MD0708* NAD 83(1986) POSITION- 41 10 11.44   (N) 085 05 35.28   (W)   HD_HELD1
 MD0708* NAVD 88 ORTHO HEIGHT -   251.339 (meters)      824.60  (feet) ADJUSTED
 MD0708  ______________________________________________________________________
 MD0708  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 MD0708  DYNAMIC HEIGHT  -        251.240 (meters)      824.28  (feet) COMP
 MD0708  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 MD0708
 MD0708  VERT ORDER      -  SECOND    CLASS 0
 MD0708
 MD0708.The horizontal coordinates were determined by differentially corrected
 MD0708.hand held GPS observations or other comparable positioning techniques
 MD0708.and have an estimated accuracy of +/- 3 meters.
 MD0708
 MD0708.The orthometric height was determined by differential leveling and
 MD0708.adjusted by the NATIONAL GEODETIC SURVEY
 MD0708.in June 1991.
 MD0708
 MD0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0708.GEOID18 height accuracy estimate available here.
 MD0708
 MD0708.Click photographs - Photos may exist for this station.
 MD0708
 MD0708.The dynamic height is computed by dividing the NAVD 88
 MD0708.geopotential number by the normal gravity value computed on the
 MD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0708.degrees latitude (g = 980.6199 gals.).
 MD0708
 MD0708.The modeled gravity was interpolated from observed gravity values.
 MD0708
 MD0708;                    North         East    Units  Estimated Accuracy
 MD0708;SPC IN E     -   657,578.3     148,128.8     MT  (+/- 3 meters HH1 GPS) 
 MD0708
 MD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5996259364(NAD 83)
 MD0708
 MD0708                          SUPERSEDED SURVEY CONTROL
 MD0708
 MD0708  NGVD 29 (??/??/92)  251.465  (m)          825.01   (f) ADJ UNCH    2 0
 MD0708
 MD0708.Superseded values are not recommended for survey control.
 MD0708
 MD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0708.See file dsdata.pdf to determine how the superseded data were derived.
 MD0708
 MD0708_MARKER: DR = REFERENCE MARK DISK
 MD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0708_STAMPING: BOURIES NO 2 1946
 MD0708_MARK LOGO: CGS
 MD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0708+STABILITY: SURFACE MOTION
 MD0708
 MD0708  HISTORY     - Date     Condition        Report By
 MD0708  HISTORY     - 1946     MONUMENTED       CGS
 MD0708  HISTORY     - 1963     GOOD             CGS
 MD0708
 MD0708                          STATION DESCRIPTION
 MD0708
 MD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0708'4.5 MI SW FROM CEDARVILLE.
 MD0708'LOCATED 4.5 MILES SOUTHWEST OF THE CROSS-ROADS AT MAIN STREET
 MD0708'AND ST. JOE STREET IN CEDARVILLE ALONG INDIANA STATE HIGHWAY
 MD0708'427 AND 1, ON THE PROPERTY OF THE INDIANA-MICHIGAN ELECTRIC
 MD0708'COMPANY JUST NORTH OF THEIR SUB STATION.  IT IS 104.9 FEET
 MD0708'NORTHWEST OF CAMERA TARGET BOURIES, 24.0 FEET EAST OF A MICOWAVE
 MD0708'TOWER AND 1 FOOT EAST OF A CYCLONE FENCE CORNER.  A STANDARD
 MD0708'RM DISK STAMPED BOURIES NO 2 1947 SET IN TOP OF A 12 INCH
 MD0708'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2384 ***********************************************************************
 ME2384  DESIGNATION -  BOUSLOG
 ME2384  PID         -  ME2384
 ME2384  STATE/COUNTY-  IN/PULASKI
 ME2384  COUNTRY     -  US
 ME2384  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME2384
 ME2384                         *CURRENT SURVEY CONTROL
 ME2384  ______________________________________________________________________
 ME2384* NAD 83(1997) POSITION- 41 03 23.32088(N) 086 46 38.74132(W)   ADJUSTED
 ME2384* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 ME2384  ______________________________________________________________________
 ME2384  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 ME2384  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 ME2384  HORZ ORDER      -  SECOND
 ME2384
 ME2384.The horizontal coordinates were established by classical geodetic methods
 ME2384.and adjusted by the National Geodetic Survey in May 1999.
 ME2384
 ME2384.The orthometric height was scaled from a topographic map.
 ME2384
 ME2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2384.GEOID18 height accuracy estimate available here.
 ME2384
 ME2384.Click photographs - Photos may exist for this station.
 ME2384
 ME2384.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2384
 ME2384. The following values were computed from the NAD 83(1997) position.
 ME2384
 ME2384;                    North         East     Units Scale Factor Converg.
 ME2384;SPC IN W     -   644,875.210   925,714.567   MT  0.99997480   +0 12 03.3
 ME2384;SPC IN W     - 2,115,728.08  3,037,115.21   sFT  0.99997480   +0 12 03.3
 ME2384;UTM  16      - 4,545,050.548   518,702.653   MT  0.99960430   +0 08 46.3
 ME2384
 ME2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2384!SPC IN W     -   0.99997158  x   0.99997480  =   0.99994638
 ME2384!UTM  16      -   0.99997158  x   0.99960430  =   0.99957589
 ME2384
 ME2384:                Primary Azimuth Mark                     Grid Az
 ME2384:SPC IN W     -  BOUSLOG AZ MK                            003 04 02.5
 ME2384:UTM  16      -  BOUSLOG AZ MK                            003 07 19.5
 ME2384
 ME2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1870245050(NAD 83)
 ME2384
 ME2384|---------------------------------------------------------------------|
 ME2384| PID    Reference Object                     Distance      Geod. Az  |
 ME2384|                                                           dddmmss.s |
 ME2384| CM2804 BOUSLOG AZ MK                                      0031605.8 |
 ME2384| ME2385 PUL L70 ILHC                          7.833 METERS 01026     |
 ME2384| CM2805 BOUSLOG RM 1                         28.291 METERS 07312     |
 ME2384| CM2806 BOUSLOG RM 2                         29.582 METERS 17026     |
 ME2384| CM2807 BOUSLOG RM 3                         34.866 METERS 18616     |
 ME2384|---------------------------------------------------------------------|
 ME2384
 ME2384                          SUPERSEDED SURVEY CONTROL
 ME2384
 ME2384  NAD 83(1986)-  41 03 23.32545(N)    086 46 38.75011(W) AD(       ) 2
 ME2384  NAD 27      -  41 03 23.18030(N)    086 46 38.69790(W) AD(       ) 2
 ME2384
 ME2384.Superseded values are not recommended for survey control.
 ME2384
 ME2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2384.See file dsdata.pdf to determine how the superseded data were derived.
 ME2384
 ME2384_MARKER: DS = TRIANGULATION STATION DISK
 ME2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2384_STAMPING: BOUSLOG 1948
 ME2384_MARK LOGO: CGS
 ME2384_PROJECTION: FLUSH
 ME2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2384+STABILITY: SURFACE MOTION
 ME2384
 ME2384  HISTORY     - Date     Condition        Report By
 ME2384  HISTORY     - 1948     MONUMENTED       CGS
 ME2384  HISTORY     - 1969     GOOD             CGS
 ME2384
 ME2384                          STATION DESCRIPTION
 ME2384
 ME2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2384'STATION IS LOCATED 11 MILES SOUTH OF NORTH JUDSON, 9 MILES WEST OF
 ME2384'WINAMAC AND 6 MILES EAST OF MEDARYVILLE IN THE NORTHWEST ANGLE OF THE
 ME2384'INTERSECTION OF STATE HIGHWAYS 14 AND 39.  IT IS 75 FEET NORTHWEST OF
 ME2384'THE INTERSECTION, 57 FEET NORTH OF THE CENTER OF HIGHWAY 14, 51 FEET
 ME2384'WEST OF THE CENTER OF HIGHWAY 39 AND 11 FEET SOUTHEAST OF A FENCE LINE
 ME2384'AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2384'BOUSLOG 1948.
 ME2384'
 ME2384'REFERENCE MARK NO. 1 IS 92.81 FEET NORTHEAST OF THE STATION.  IT IS 92
 ME2384'FEET NORTHEAST OF THE INTERSECTION, 42 FEET EAST OF THE CENTER OF
 ME2384'HIGHWAY 39 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 6
 ME2384'INCHES AND THE DISK IS STAMPED BOUSLOG NO 1 1948.
 ME2384'
 ME2384'REFERENCE MARK NO. 2 IS 97.06 FEET SOUTH OF THE STATION.  IT IS 53
 ME2384'FEET SOUTHWEST OF THE INTERSECTION, 39 FEET SOUTH OF THE CENTER OF
 ME2384'HIGHWAY 14 AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 6
 ME2384'INCHES AND THE DISK IS STAMPED BOUSLOG NO 2 1948.
 ME2384'
 ME2384'PUL L 70 (STATE HIGHWAY) BM IS 25.70 FEET NORTH OF THE STATION.  IT IS
 ME2384'94 FEET NORTHWEST OF THE INTERSECTION, 42 FEET WEST OF THE CENTER OF
 ME2384'HIGHWAY 39 AND 2 FEET NORTH OF A FENCE CORNER.  THE MARK IS A 6 BY 6
 ME2384'INCH CONCRETE POST PROJECTING 6 INCHES WITH A STANDARD INDIANA STATE
 ME2384'HIGHWAY BENCH MARK DISK STAMPED PUL L 70.
 ME2384'
 ME2384'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 49 FEET EAST
 ME2384'OF THE CENTER OF HIGHWAY 39, 3 FEET SOUTH OF A WHITE WITNESS POST AND
 ME2384'2 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 ME2384'IS STAMPED BOUSLOG 1948.
 ME2384'
 ME2384'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 ME2384'39 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2384'
 ME2384'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2384
 ME2384                          STATION RECOVERY (1969)
 ME2384
 ME2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2384'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND PUL L 70 WERE
 ME2384'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS
 ME2384'ASSUMED DESTROYED.  A REFERENCE MARK 3 WAS FOUND BUT THERE IS NO DATA
 ME2384'ON IT AND THE MARK WAS CUT IN AT THIS TIME.  THE DISTANCE TO REFERENCE
 ME2384'MARK 1 AND PUL 1 70 CHECKED BUT AN ERROR OF 2 MINUTES WAS FOUND IN THE
 ME2384'DIRECTION TO THEM.  A NEW DESCRIPTION FOLLOWS.
 ME2384'
 ME2384'THE STATION IS LOCATED ABOUT 9 MILES WEST OF WINAMAC, IN THE NORTHWEST
 ME2384'ANGLE OF THE INTERSECTION FORMED BY STATE HIGHWAYS 39 AND 14, 11 FEET
 ME2384'SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 23
 ME2384'FEET NORTHWEST OF A POWER POLE, 23 FEET SOUTH OF A FENCE CORNER, 50
 ME2384'FEET WEST OF THE CENTERLINE OF HIGHWAY 39 AND 59 FEET NORTH OF THE
 ME2384'CENTERLINE OF HIGHWAY 14.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME2384'STAMPED BOUSLOG 1948.
 ME2384'
 ME2384'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 11 FEET NORTH OF A FENCE
 ME2384'CORNER, 41 FEET EAST OF THE CENTERLINE OF HIGHWAY 39, AND 84 FEET
 ME2384'NORTH OF THE CENTERLINE OF HIGHWAY 14.  THE MONUMENT PROJECTS 4 INCHES
 ME2384'AND THE DISK IS STAMPED BOUSLOG NO 1 1948.
 ME2384'
 ME2384'REFERENCE MARK 3 IS 63 FEET WEST OF THE CENTERLINE OF HIGHWAY 39, 38
 ME2384'FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 38 FEET SOUTHEAST OF A
 ME2384'CONCRETE RIGHT-OF-WAY POST AND 56 FEET SOUTH OF THE CENTERLINE OF
 ME2384'HIGHWAY 14.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 ME2384'BOUSLOG NO 3 1948.
 ME2384'
 ME2384'PUL L 70 IS A STANDARD STATE OF INDIANA HIGHWAY COMMISSION SURVEY BM
 ME2384'SET IN THE TOP OF A 8 BY 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 5
 ME2384'INCHES AND STAMPED PUL L 70, 1 FOOT EAST OF A FENCE, 3 FEET NORTH OF
 ME2384'FENCE CORNER, 45 FEET WEST OF THE CENTERLINE OF HIGHWAY 39 AND 85 FEET
 ME2384'NORTH OF THE CENTERLINE OF HIGHWAY 14.
 ME2384'
 ME2384'THE AZIMUTH MARK IS 0.3 MILES NORTH ALONG HIGHWAY 39 FROM THE STATION,
 ME2384'182 FEET NORTH OF A FENCE CORNER, 49 FEET EAST OF THE CENTERLINE OF
 ME2384'THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST AND 34 FEET SOUTH OF
 ME2384'A LONE 6 INCH OAK TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 ME2384'IS STAMPED BOUSLOG 1948.
 ME2384'
 ME2384'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2384'
 ME2384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES EAST
 ME2384'OF MEDARYVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1995 ***********************************************************************
 KA1995  DESIGNATION -  BOWLING
 KA1995  PID         -  KA1995
 KA1995  STATE/COUNTY-  IN/CLAY
 KA1995  COUNTRY     -  US
 KA1995  USGS QUAD   -  PATRICKSBURG (2019)
 KA1995
 KA1995                         *CURRENT SURVEY CONTROL
 KA1995  ______________________________________________________________________
 KA1995* NAD 83(1997) POSITION- 39 22 17.02471(N) 086 58 48.86333(W)   ADJUSTED
 KA1995* NAVD 88 ORTHO HEIGHT -   222.67  (+/-2cm)      730.5   (feet) VERTCON3
 KA1995  ______________________________________________________________________
 KA1995  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 KA1995  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 KA1995  HORZ ORDER      -  SECOND
 KA1995  VERT ORDER      -  THIRD ? (See Below)
 KA1995
 KA1995.The horizontal coordinates were established by classical geodetic methods
 KA1995.and adjusted by the National Geodetic Survey in May 1999.
 KA1995
 KA1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1995
 KA1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1995.GEOID18 height accuracy estimate available here.
 KA1995
 KA1995.The vertical order pertains to the NGVD 29 superseded value.
 KA1995
 KA1995.Click photographs - Photos may exist for this station.
 KA1995
 KA1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1995
 KA1995. The following values were computed from the NAD 83(1997) position.
 KA1995
 KA1995;                    North         East     Units Scale Factor Converg.
 KA1995;SPC IN W     -   457,731.983   908,883.450   MT  0.99996764   +0 03 55.4
 KA1995;SPC IN W     - 1,501,742.35  2,981,895.12   sFT  0.99996764   +0 03 55.4
 KA1995;UTM  16      - 4,357,992.272   501,702.088   MT  0.99960004   +0 00 45.1
 KA1995
 KA1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1995!SPC IN W     -   0.99997022  x   0.99996764  =   0.99993786
 KA1995!UTM  16      -   0.99997022  x   0.99960004  =   0.99957027
 KA1995
 KA1995:                Primary Azimuth Mark                     Grid Az
 KA1995:SPC IN W     -  BOWLING AZ MK                            115 15 23.1
 KA1995:UTM  16      -  BOWLING AZ MK                            115 18 33.4
 KA1995
 KA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0170257992(NAD 83)
 KA1995
 KA1995|---------------------------------------------------------------------|
 KA1995| PID    Reference Object                     Distance      Geod. Az  |
 KA1995|                                                           dddmmss.s |
 KA1995| CC7856 BOWLING RM 1                         28.224 METERS 05632     |
 KA1995| CC7855 BOWLING AZ MK                                      1151918.5 |
 KA1995| CC7857 BOWLING RM 2                         29.556 METERS 30126     |
 KA1995|---------------------------------------------------------------------|
 KA1995
 KA1995                          SUPERSEDED SURVEY CONTROL
 KA1995
 KA1995  NAD 83(1986)-  39 22 17.02929(N)    086 58 48.85798(W) AD(       ) 2
 KA1995  NAD 27      -  39 22 16.87510(N)    086 58 48.81420(W) AD(       ) 2
 KA1995  NGVD 29             222.79   (m)          730.9    (f) LEVELING    3  
 KA1995
 KA1995.Superseded values are not recommended for survey control.
 KA1995
 KA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1995.See file dsdata.pdf to determine how the superseded data were derived.
 KA1995
 KA1995_MARKER: DS = TRIANGULATION STATION DISK
 KA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1995_STAMPING: BOWLEING 1947
 KA1995_MARK LOGO: CGS
 KA1995_PROJECTION: FLUSH
 KA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1995+STABILITY: SURFACE MOTION
 KA1995
 KA1995  HISTORY     - Date     Condition        Report By
 KA1995  HISTORY     - 1947     MONUMENTED       CGS
 KA1995
 KA1995                          STATION DESCRIPTION
 KA1995
 KA1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1995'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 46, ABOUT
 KA1995'12 MILES SOUTHEAST OF BRAZIL, AND 2 MILES E. S. E.  OF
 KA1995'BOWLING GREEN. THE MARK IS 203 FEET WEST OF THE APPROXIMATE
 KA1995'CENTERLINE INTERSECTIONS OF STATE HIGHWAY 46 A DIRT ROAD AND
 KA1995'ALSO AN ACUTE ANGLE CROSSING GRAVELED ROAD, 42 FEET NORTHEAST OF THE
 KA1995'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 41 FEET SOUTHWEST
 KA1995'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY. THE MARK IS FLUSH WITH
 KA1995'THE GROUND, AND THE DISK IS STAMPED BOWLING 1947.
 KA1995'
 KA1995'REFERENCE MARK NO. 1 IS 92.60 FEET EAST-NORTHEAST OF THE STATION, 39
 KA1995'FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND
 KA1995'4 FEET SOUTHWEST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND,
 KA1995'AND THE DISK IS STAMPED BOWLING NO 1 1947.
 KA1995'
 KA1995'REFERENCE MARK NO. 2 IS 96.97 FEET WEST-NORTHWEST OF THE STATION AND
 KA1995'31 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.
 KA1995'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BOWLING NO
 KA1995'2 1947.
 KA1995'
 KA1995'THE AZIMUTH MARK IS 0.2 MILE EAST-NORTHEAST OF THE STATION VIA STATE
 KA1995'HIGHWAY 46, 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 KA1995'HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE
 KA1995'FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 KA1995'BOWLING 1947.
 KA1995'
 KA1995'TO REACH THE STATION FROM THE PARK IN THE CENTER OF THE SMALL
 KA1995'SETTLEMENT OF BOWLING GREEN, GO EAST ON STATE HIGHWAY 46 FOR 2
 KA1995'MILES TO A GRAVEL AND DIRT CROSSROADS AND THE STATION IN THE WESTERN
 KA1995'ANGLE OF THE INTERSECTION.
 KA1995'
 KA1995'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3313 ***********************************************************************
 JZ3313  DESIGNATION -  BOYD
 JZ3313  PID         -  JZ3313
 JZ3313  STATE/COUNTY-  IN/HENRY
 JZ3313  COUNTRY     -  US
 JZ3313  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3313
 JZ3313                         *CURRENT SURVEY CONTROL
 JZ3313  ______________________________________________________________________
 JZ3313* NAD 83(1997) POSITION- 39 53 53.53876(N) 085 17 24.26627(W)   ADJUSTED
 JZ3313* NAVD 88 ORTHO HEIGHT -   339.    (meters)     1112.    (feet) SCALED
 JZ3313  ______________________________________________________________________
 JZ3313  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 JZ3313  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 JZ3313  HORZ ORDER      -  FIRST
 JZ3313
 JZ3313.The horizontal coordinates were established by classical geodetic methods
 JZ3313.and adjusted by the National Geodetic Survey in May 1999.
 JZ3313
 JZ3313.The orthometric height was scaled from a topographic map.
 JZ3313
 JZ3313.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3313.GEOID18 height accuracy estimate available here.
 JZ3313
 JZ3313.Click photographs - Photos may exist for this station.
 JZ3313
 JZ3313.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3313
 JZ3313. The following values were computed from the NAD 83(1997) position.
 JZ3313
 JZ3313;                    North         East     Units Scale Factor Converg.
 JZ3313;SPC IN E     -   516,283.255   132,205.373   MT  0.99997943   +0 14 29.6
 JZ3313;SPC IN E     - 1,693,839.31    433,743.79   sFT  0.99997943   +0 14 29.6
 JZ3313;UTM  16      - 4,417,858.445   646,179.170   MT  0.99986307   +1 05 49.1
 JZ3313
 JZ3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3313!SPC IN E     -   0.99995215  x   0.99997943  =   0.99993158
 JZ3313!UTM  16      -   0.99995215  x   0.99986307  =   0.99981523
 JZ3313
 JZ3313:                Primary Azimuth Mark                     Grid Az
 JZ3313:SPC IN E     -  BOYD AZ MK                               065 05 20.7
 JZ3313:UTM  16      -  BOYD AZ MK                               064 14 01.2
 JZ3313
 JZ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4617917858(NAD 83)
 JZ3313
 JZ3313|---------------------------------------------------------------------|
 JZ3313| PID    Reference Object                     Distance      Geod. Az  |
 JZ3313|                                                           dddmmss.s |
 JZ3313| CC7859 BOYD RM 1                            27.322 METERS 04722     |
 JZ3313| CC7858 BOYD AZ MK                                         0651950.3 |
 JZ3313| JZ3292 DUBLIN MUNICIPAL TANK               APPROX.11.8 KM 1433152.4 |
 JZ3313| JZ3316 SPICELAND MUNICIPAL TANK            APPROX.14.2 KM 2423145.4 |
 JZ3313| JZ3310 NEWCASTLE BLACK STACK               APPROX. 6.3 KM 2873211.4 |
 JZ3313| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX. 6.3 KM 2880015.6 |
 JZ3313| JZ3312 NEWCASTLE CHRYSLER CORP TANK        APPROX. 6.3 KM 2883106.2 |
 JZ3313| JZ3308 NEWCASTLE HOOSIER MFG CO STK        APPROX. 7.1 KM 2893513.1 |
 JZ3313| JZ3320 NEWCASTLE INDIANA RR CO STACK       APPROX. 8.9 KM 3005622.1 |
 JZ3313| CC7860 BOYD RM 2                            28.623 METERS 31930     |
 JZ3313|---------------------------------------------------------------------|
 JZ3313
 JZ3313                          SUPERSEDED SURVEY CONTROL
 JZ3313
 JZ3313  NAD 83(1995)-  39 53 53.53938(N)    085 17 24.27558(W) AD(       ) 1
 JZ3313  NAD 83(1986)-  39 53 53.53992(N)    085 17 24.28151(W) AD(       ) 1
 JZ3313  NAD 27      -  39 53 53.37100(N)    085 17 24.41000(W) AD(       ) 1
 JZ3313
 JZ3313.Superseded values are not recommended for survey control.
 JZ3313
 JZ3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3313.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3313
 JZ3313_MARKER: DS = TRIANGULATION STATION DISK
 JZ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3313_STAMPING: BOYD 1939
 JZ3313_MARK LOGO: CGS
 JZ3313_PROJECTION: FLUSH
 JZ3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3313+STABILITY: SURFACE MOTION
 JZ3313
 JZ3313  HISTORY     - Date     Condition        Report By
 JZ3313  HISTORY     - 1939     MONUMENTED       CGS
 JZ3313
 JZ3313                          STATION DESCRIPTION
 JZ3313
 JZ3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3313'ABOUT 5 MILES, AIRLINE, EAST-SOUTHEAST OF NEWCASTLE, ON A SLIGHT RISE
 JZ3313'IN A SMALL PASTURE OWNED BY LYNN BOYD, 78 FEET EAST OF THE CENTER
 JZ3313'LINE OF A GRAVEL ROAD, ABOUT 250 FEET SOUTHEAST OF WHITE HOUSE ON
 JZ3313'WEST SIDE OF ROAD, ABOUT 150 FEET SOUTH BY WEST OF BARN, 76
 JZ3313'FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE, 86 FEET SOUTH OF NORTH
 JZ3313'FENCE, 60.5 FEET EAST OF WIRE FENCE, 64 FEET WEST OF EAST FENCE,
 JZ3313'AND 136 FEET NORTH OF FENCE ON SOUTH SIDE OF PASTURE. THE MARK IS
 JZ3313'STAMPED BOYD, 1939 AND IS FLUSH WITH THE GROUND.
 JZ3313'
 JZ3313'TO REACH FROM THE NEWCASTLE COURTHOUSE, GO EAST FOR 0.5 MILE ON STATE
 JZ3313'HIGHWAY 3 BROAD STREET , TO INTERSECTION WITH 18TH STREET, TURN
 JZ3313'RIGHT SOUTH AND GO 0.4 MILE TO INTERSECTION WITH GRAND AVENUE, TURN
 JZ3313'LEFT SOUTHEAST ON GRAND AVENUE AND FOLLOW MACADAM ROAD FOR
 JZ3313'5.1 MILES TO A CROSS ROAD, A GRAVEL ROAD EAST, AND GRAVEL ROAD NORTH.
 JZ3313'AT THIS POINT THE MACADAM ROAD BENDS RIGHT, SOUTHEAST.  TURN
 JZ3313'LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.7 MILE TO WHITE HOUSE ON
 JZ3313'LEFT SIDE OF ROAD AND TO FARM BUILDINGS AND STATION ON RIGHT SIDE OF
 JZ3313'ROAD.
 JZ3313'
 JZ3313'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3313'DISKS SET IN CONCRETE.
 JZ3313'
 JZ3313'REFERENCE MARK NO.1 IS NORTHEAST OF STATION IN THE NORTHEAST CORNER
 JZ3313'OF PASTURE, 1 FOOT WEST OF EAST FENCE, 5 FEET SOUTH OF FENCE
 JZ3313'CORNER, AND 9 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF GARAGE. IT
 JZ3313'IS STAMPED BOYD NO.1, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3313'
 JZ3313'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, IN THE NORTHWEST CORNER
 JZ3313'OF PASTURE, 1.5 FEET SOUTH-SOUTHEAST OF FENCE CORNER, AND 19
 JZ3313'FEET EAST OF CENTER LINE OF GRAVEL ROAD. IT IS STAMPED BOYD NO.2,
 JZ3313'1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3313'
 JZ3313'AZIMUTH MARK IS EAST-NORTHEAST OF STATION, IN THE NORTHEAST CORNER OF
 JZ3313'A FIELD, 2 FEET SOUTH OF A HEDGE-ROW, 6 FEET WEST OF A STONE
 JZ3313'FENCE CORNER POST, AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST
 JZ3313'CORNER OF THE WHITE HOUSE. IT IS STAMPED BOYD, 1939 AND
 JZ3313'PROJECTS 4 INCHES ABOVE GROUND.
 JZ3313'
 JZ3313'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL ROAD FOR 0.25
 JZ3313'MILE TO CROSS ROAD, TURN RIGHT EAST AND GO 0.6 MILE TO MARK ON
 JZ3313'RIGHT IN NORTHEAST CORNER OF FIELD.
 JZ3313'
 JZ3313'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2537 ***********************************************************************
 LB2537  DESIGNATION -  BOYLESTON
 LB2537  PID         -  LB2537
 LB2537  STATE/COUNTY-  IN/CLINTON
 LB2537  COUNTRY     -  US
 LB2537  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2537
 LB2537                         *CURRENT SURVEY CONTROL
 LB2537  ______________________________________________________________________
 LB2537* NAD 83(1997) POSITION- 40 16 45.85011(N) 086 23 42.46039(W)   ADJUSTED
 LB2537* NAD 83(1997) ELLIP HT-   243.181 (meters)        (05/25/99)   ADJUSTED
 LB2537* NAVD 88 ORTHO HEIGHT -   277.3   (meters)      910.    (feet) VERTCON3
 LB2537  ______________________________________________________________________
 LB2537  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LB2537  NAD 83(1997) X  -    306,385.048 (meters)                     COMP
 LB2537  NAD 83(1997) Y  - -4,863,251.745 (meters)                     COMP
 LB2537  NAD 83(1997) Z  -  4,101,859.944 (meters)                     COMP
 LB2537  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LB2537  HORZ ORDER      -  THIRD
 LB2537  ELLP ORDER      -  FOURTH    CLASS I
 LB2537
 LB2537.The horizontal coordinates were established by classical geodetic methods
 LB2537.and adjusted by the National Geodetic Survey in May 1999.
 LB2537
 LB2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2537
 LB2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2537.GEOID18 height accuracy estimate available here.
 LB2537
 LB2537.Click photographs - Photos may exist for this station.
 LB2537
 LB2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2537
 LB2537.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2537
 LB2537.The ellipsoidal height was determined by GPS observations
 LB2537.and is referenced to NAD 83.
 LB2537
 LB2537. The following values were computed from the NAD 83(1997) position.
 LB2537
 LB2537;                    North         East     Units Scale Factor Converg.
 LB2537;SPC IN W     -   558,767.994   958,526.574   MT  1.00000882   +0 26 41.8
 LB2537;SPC IN W     - 1,833,224.66  3,144,765.93   sFT  1.00000882   +0 26 41.8
 LB2537;UTM  16      - 4,458,944.432   551,420.807   MT  0.99963255   +0 23 27.8
 LB2537
 LB2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2537!SPC IN W     -   0.99996185  x   1.00000882  =   0.99997067
 LB2537!UTM  16      -   0.99996185  x   0.99963255  =   0.99959442
 LB2537
 LB2537:                Primary Azimuth Mark                     Grid Az
 LB2537:SPC IN W     -  GEETINGS                                 339 43 39.0
 LB2537:UTM  16      -  GEETINGS                                 339 46 53.0
 LB2537
 LB2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5142058944(NAD 83)
 LB2537
 LB2537|---------------------------------------------------------------------|
 LB2537| PID    Reference Object                     Distance      Geod. Az  |
 LB2537|                                                           dddmmss.s |
 LB2537| CC7862 BOYLESTON RM 1                       29.822 METERS 25934     |
 LB2537| CC7861 BOYLESTON AZ MK                                    2665140.7 |
 LB2537| LB2542 GEETINGS                            APPROX.16.1 KM 3401020.8 |
 LB2537| CC7863 BOYLESTON RM 2                       27.706 METERS 34536     |
 LB2537|---------------------------------------------------------------------|
 LB2537
 LB2537                          SUPERSEDED SURVEY CONTROL
 LB2537
 LB2537  NAD 83(1986)-  40 16 45.85657(N)    086 23 42.47468(W) AD(       ) 3
 LB2537  NAD 27      -  40 16 45.72470(N)    086 23 42.48080(W) AD(       ) 3
 LB2537  NGVD 29 (02/23/89)  277.4    (m)  RAPSU86  model used  GPS OBS        
 LB2537
 LB2537.Superseded values are not recommended for survey control.
 LB2537
 LB2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2537.See file dsdata.pdf to determine how the superseded data were derived.
 LB2537
 LB2537_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2537_STAMPING: BOYLESTON 1954
 LB2537_MARK LOGO: CGS
 LB2537_PROJECTION: FLUSH
 LB2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2537+STABILITY: SURFACE MOTION
 LB2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2537+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1988
 LB2537
 LB2537  HISTORY     - Date     Condition        Report By
 LB2537  HISTORY     - 1954     MONUMENTED       CGS
 LB2537  HISTORY     - 1954     GOOD             CGS
 LB2537  HISTORY     - 1979     GOOD             NGS
 LB2537  HISTORY     - 19880609 GOOD             NGS
 LB2537
 LB2537                          STATION DESCRIPTION
 LB2537
 LB2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2537'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 LB2537'U. S. HIGHWAY 421 AND STATE HIGHWAYS 29 AND 28 NEAR THE FRANKFORT
 LB2537'DRIVE IN THEATRE, ABOUT 6 MILES EAST OF FRANKFORT.  IT IS 108 FEET
 LB2537'NORTHWEST OF THE INTERSECTION, 102 FEET WEST OF CENTER OF HIGHWAY
 LB2537'29, 67 FEET NORTH OF THE CENTER OF HIGHWAY 421 AND 28 AND 25 FEET
 LB2537'SOUTH OF THE SOUTHEAST CORNER OF THE DRIVE IN THEATRE SIGN.  THE MARK
 LB2537'IS FLUSH AND THE DISK IS STAMPED BOYLESTON 1954.
 LB2537'
 LB2537'REFERENCE MARK NO. 1 IS 13 FEET WEST OF THE CENTER OF THE EAST
 LB2537'DRIVEWAY TO THE THEATRE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2537'BOYLESTON NO 1 1954.
 LB2537'
 LB2537'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE CENTER OF THE EAST
 LB2537'DRIVEWAY TO THE THEATRE, 44 FEET EAST OF THE CENTER OF THE WEST
 LB2537'DRIVEWAY AND 49 FEET NORTH OF THE CENTER OF HIGHWAY 421 AND 28.
 LB2537'THE MARK IS FLUSH AND THE DISK IS STAMPED BOYLESTON NO 2 1954.
 LB2537'
 LB2537'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF HIGHWAY 421 AND 28, 3
 LB2537'FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A WHITE WITNESS POST
 LB2537'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2537'IS STAMPED BOYLESTON 1954.
 LB2537'
 LB2537'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 421
 LB2537'AND 28 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2537'
 LB2537'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2537
 LB2537                          STATION RECOVERY (1954)
 LB2537
 LB2537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 LB2537'RECOVERED IN GOOD CONDITION.
 LB2537
 LB2537                          STATION RECOVERY (1979)
 LB2537
 LB2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB2537'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 LB2537'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 LB2537'ASSUMED TO HAVE BEEN DESTROYED BY EITHER FARMING EQUIPMENT OR ROAD
 LB2537'CONSTRUCTION.  THERE WAS NO OBJECTS VISIBLE TO ESTABLISH A NEW AZIMUTH
 LB2537'MARK.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.  THE STATION IS
 LB2537'NOW UNDERGROUND ABOUT 3 INCHES.  NEW REFERENCES TO STATION WERE
 LB2537'MEASURED AT THIS TIME.  THE STATION MARK IS 101 FEET W OF CENTERLINE
 LB2537'OF HIGHWAY 29, 27 FEET SW OF THE SE LEG OF THE THEATRE SIGN, 66 FEET
 LB2537'N OF CENTERLINE OF HIGHWAYS 28 AND 421, 66 FEET NE OF POWERLINE POLE
 LB2537'7794, 66.5 FEET SW OF POWER LINE POLE 878 2151 AND 1 FOOT N OF A
 LB2537'METAL WITNESS POST.
 LB2537
 LB2537                          STATION RECOVERY (1988)
 LB2537
 LB2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB2537'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF TIPTON, 8.0 KM
 LB2537'(4.95 MI) EAST OF FRANKFORT AND IN THE NORTHWEST ANGLE OF
 LB2537'INTERSECTION FORMED BY JUNCTION OF STATE HIGHWAYS 29 AND 28 WHICH IS
 LB2537'JUST SOUTH OF BOYLESTON.  OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS,
 LB2537'100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LB2537'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LB2537'TO REACH THE STATION FROM THE RAILROAD CROSSING STATE HIGHWAY 29 IN
 LB2537'BOYLESTON, GO SOUTH ON STATE HIGHWAY 29 FOR 0.8 KM (0.50 MI) TO THE
 LB2537'JUNCTION OF STATE HIGHWAY 28 AND THE STATION IN THE NORTHWEST
 LB2537'QUADRANT OF INTERSECTION.
 LB2537'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---BOYLESTON
 LB2537'1954---, SET ON THE TOP OF A SQUARE CONCRETE POST THAT IS 4-INCHES
 LB2537'BELOW THE GROUND SURFACE.  LOCATED 31.09 M (102.0 FT) WEST FROM
 LB2537'CENTER OF STATE HIGHWAY 29, 21.34 M (70.0 FT) SOUTHWEST FROM A
 LB2537'UTILITY POLE, 20.42 M (67.0 FT) NORTH FROM CENTER OF STATE HIGHWAY
 LB2537'28, 19.51 M (64.0 FT) NORTHEAST FROM A UTILITY POLE, 12.5 M (41.0 FT)
 LB2537'NORTH FROM A FENCE AND 7.7 M (25.3 FT) NORTHWEST FROM A FIBERGLASS
 LB2537'WITNESS POST IN A FENCELINE.
 LB2537'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2537'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1302 ***********************************************************************
 MD1302  DESIGNATION -  BRACKEN
 MD1302  PID         -  MD1302
 MD1302  STATE/COUNTY-  IN/WHITLEY
 MD1302  COUNTRY     -  US
 MD1302  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1302
 MD1302                         *CURRENT SURVEY CONTROL
 MD1302  ______________________________________________________________________
 MD1302* NAD 83(1997) POSITION- 41 00 09.63040(N) 085 37 28.29420(W)   ADJUSTED
 MD1302* NAVD 88 ORTHO HEIGHT -   275.35  (meters)      903.4   (feet) RESET
 MD1302  ______________________________________________________________________
 MD1302  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 MD1302  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 MD1302  HORZ ORDER      -  FIRST
 MD1302  VERT ORDER      -  THIRD
 MD1302
 MD1302.The horizontal coordinates were established by classical geodetic methods
 MD1302.and adjusted by the National Geodetic Survey in May 1999.
 MD1302
 MD1302.The orthometric height was computed from unverified reset data.
 MD1302
 MD1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1302.GEOID18 height accuracy estimate available here.
 MD1302
 MD1302.Click photographs - Photos may exist for this station.
 MD1302
 MD1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1302
 MD1302. The following values were computed from the NAD 83(1997) position.
 MD1302
 MD1302;                    North         East     Units Scale Factor Converg.
 MD1302;SPC IN E     -   638,856.123   103,545.237   MT  0.99996682   +0 01 39.5
 MD1302;SPC IN E     - 2,095,980.46    339,714.67   sFT  0.99996682   +0 01 39.5
 MD1302;UTM  16      - 4,539,965.102   615,676.347   MT  0.99976469   +0 54 09.1
 MD1302
 MD1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1302!SPC IN E     -   0.99996211  x   0.99996682  =   0.99992893
 MD1302!UTM  16      -   0.99996211  x   0.99976469  =   0.99972681
 MD1302
 MD1302:                Primary Azimuth Mark                     Grid Az
 MD1302:SPC IN E     -  BRACKEN AZ MK                            177 07 05.5
 MD1302:UTM  16      -  BRACKEN AZ MK                            176 14 35.9
 MD1302
 MD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1567639965(NAD 83)
 MD1302
 MD1302|---------------------------------------------------------------------|
 MD1302| PID    Reference Object                     Distance      Geod. Az  |
 MD1302|                                                           dddmmss.s |
 MD1302| CC7865 BRACKEN RM 1                         31.306 METERS 09305     |
 MD1302| CC7864 BRACKEN AZ MK                                      1770845.0 |
 MD1302| MD1303 BRACKEN RM 2                         33.629 METERS 18722     |
 MD1302| MD1301 U 135                                15.036 METERS 21540     |
 MD1302| MD1304 BRACKEN RM 3                         15.100 METERS 26200     |
 MD1302|---------------------------------------------------------------------|
 MD1302
 MD1302                          SUPERSEDED SURVEY CONTROL
 MD1302
 MD1302  NAD 83(1995)-  41 00 09.63315(N)    085 37 28.30414(W) AD(       ) 1
 MD1302  NAD 83(1986)-  41 00 09.63378(N)    085 37 28.30598(W) AD(       ) 1
 MD1302  NAD 27      -  41 00 09.46880(N)    085 37 28.37300(W) AD(       ) 1
 MD1302  NGVD 29             275.47   (m)          903.8    (f) LEVELING    3  
 MD1302
 MD1302.Superseded values are not recommended for survey control.
 MD1302
 MD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1302.See file dsdata.pdf to determine how the superseded data were derived.
 MD1302
 MD1302_MARKER: DS = TRIANGULATION STATION DISK
 MD1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1302_STAMPING: BRACKEN 1947
 MD1302_MARK LOGO: CGS
 MD1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1302+STABILITY: SURFACE MOTION
 MD1302
 MD1302  HISTORY     - Date     Condition        Report By
 MD1302  HISTORY     - 1947     MONUMENTED       CGS
 MD1302  HISTORY     - 1960     GOOD             CGS
 MD1302  HISTORY     - 1966     GOOD             CGS
 MD1302  HISTORY     - 1968     GOOD             CGS
 MD1302  HISTORY     - 1968     GOOD             CGS
 MD1302  HISTORY     - 1990     GOOD             USPSQD
 MD1302
 MD1302                          STATION DESCRIPTION
 MD1302
 MD1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1302'STATION IS LOCATED ABOUT 8 MILES EAST OF NORTH MANCHESTER AND 5 MILES
 MD1302'SOUTH OF SOUTH WHITLEY ON THE NORTHWEST CORNER OF STATE HIGHWAYS 105
 MD1302'AND 114.  IT IS 80 FEET NORTHWEST OF THE INTERSECTION OF THE TWO
 MD1302'HIGHWAYS, 67 FEET NORTH OF HIGHWAY 114, 41 FEET WEST OF THE CENTER OF
 MD1302'HIGHWAY 105 AND 10 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MD1302'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRACKEN 1947.
 MD1302'
 MD1302'REFERENCE MARK NO. 1 IS 102.71 FEET EAST OF THE STATION.  IT IS 61
 MD1302'FEET NORTH OF THE CENTER OF HIGHWAY 114 AND 43 FEET EAST OF THE CENTER
 MD1302'OF HIGHWAY 105.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1302'STAMPED BRACKEN NO 1 1947.
 MD1302'
 MD1302'REFERENCE MARK NO. 2 IS 110.33 FEET SOUTH OF THE STATION.  IT IS 58
 MD1302'FEET WEST OF THE CENTER OF HIGHWAY 105 AND 43 FEET SOUTH OF THE CENTER
 MD1302'OF HIGHWAY 114.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1302'STAMPED BRACKEN NO 2 1947.
 MD1302'
 MD1302'U 135 (USC AND SG) BM IS 49.33 FEET SOUTHWEST OF THE STATION IN THE
 MD1302'TOP OF A CONCRETE ROAD CULVERT.  IT IS 38 FEET NORTH OF THE CENTER OF
 MD1302'HIGHWAY 114.
 MD1302'
 MD1302'THE MARK IS A STANDARD USC AND GS BM DISK SET IN A DRILL HOLE IN THE
 MD1302'TOP OF THE CONCRETE CULVERT AND STAMPED U 135 1946.
 MD1302'
 MD1302'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION ON THE EAST SIDE OF
 MD1302'STATE HIGHWAY 105.  IT IS 17 FEET EAST OF THE CENTER OF THE HIGHWAY,
 MD1302'14 FEET NORTH OF A WHITE WITNESS POST AND 1.5 FEET SOUTHWEST OF A
 MD1302'FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1302'STAMPED BRACKEN 1947.
 MD1302'
 MD1302'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1302
 MD1302                          STATION RECOVERY (1960)
 MD1302
 MD1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1302'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1302'AS HEREINAFTER CORRECTED ALONG WITH ADDENDA CONSIDERED PERTINENT.
 MD1302'
 MD1302'STATION MARK IS FLUSH NOW.  R.M. NO. 1 IS 62 FEET E OF CENTER LINE OF
 MD1302'NO. 105 HWY.  R.M. NO. 2 IS 110.35 FEET (33.634 METERS) FROM THE
 MD1302'STATION, 41-1/2 FEET S OF CENTER LINE OF NO. 114 HWY., AND 2 FEET SE
 MD1302'OF STEEL WITNESS POST.  BENCH MARK STAMPED U 135 1946 IS 71 FEET W OF
 MD1302'CENTER LINE OF NO. 105 HWY., AND 28 FEET N OF THAT OF NO. 114 HWY.,
 MD1302'AND 0.4 FOOT LOWER THAN THE HIGHWAY.  THE AZIMUTH MARK IS 9 FEET S OF
 MD1302'PROJECTED PLANE OF S WALL OF HOUSE, 2.5 FEET W OF FENCE CORNER, AND
 MD1302'1.8 FEET N OF STEEL WITNESS POST.
 MD1302
 MD1302                          STATION RECOVERY (1966)
 MD1302
 MD1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1302'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 MD1302'CONDITION.
 MD1302'
 MD1302'THE STATION T-REACH IS COMPLETELY ADEQUATE AND THE STATION DESCRIPTION
 MD1302'IS COMPLETELY CORRECT WITH THE FOLLOWING NOTATION.  REFERENCE MARK NO.
 MD1302'2 IS NOW 1.7 FEET EAST OF A METAL WITNESS POST AND SIGN.
 MD1302'
 MD1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTH OF
 MD1302'SOUTH WHITLEY.
 MD1302
 MD1302                          STATION RECOVERY (1968)
 MD1302
 MD1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1302'THE STATION MARK, REFERENCE MARK 2, U 135 AND THE AZIMUTH MARK WERE
 MD1302'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED BY ROAD
 MD1302'EQUIPEMENT.  A REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS
 MD1302'
 MD1302'THE STATION IS ABOUT 5 MILES SOUTH OF SOUTH WHITLEY, IN THE NORTHWEST
 MD1302'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 114 AND 105, 80 FEET
 MD1302'NORTHWEST OF THE INTERSECTION, 67 FEET NORTH OF THE CENTERLINE OF
 MD1302'HIGHWAY 114, 41 FEET WEST OF THE CENTERLINE OF HIGHWAY 105, 64 FEET
 MD1302'EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 62 FEET SOUTH OF A CONCRETE
 MD1302'RIGHT-OF-WAY MARKER, 31 FEET SOUTHEAST OF A WIRE FENCE, AND 1 FOOT
 MD1302'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MD1302'DISK IS STAMPED BRACKEN 1947.  (NOTE 1A 7A)
 MD1302'
 MD1302'REFERENCE MARK 2 IS 58 FEET WEST OF THE CENTERLINE OF HIGHWAY 105, 43
 MD1302'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 114 AND 1 FOOT EAST OF A METAL
 MD1302'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1302'BRACKEN NO 2 1947.
 MD1302'
 MD1302'REFERENCE MARK 3 IS 89 FEET WEST OF THE CENTERLINE OF HIGHWAY 105, 59
 MD1302'FEET NORTH OF THE CENTERLINE OF HIGHWAY 114, 24 FEET NORTH OF A
 MD1302'TELEPHONE POLE, 17 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER
 MD1302'AND 1 FOOT SOUTHEAST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 MD1302'THE DISK IS STAMPED BRACKEN 1947 NO 3 1968.
 MD1302'
 MD1302'U 135 (USC AND GS) BM IS A STANDARD BENCH MARK DISK SET IN A DRILL
 MD1302'HOLE IN A CONCRETE CULVERT.  IT IS 38 FEET NORTH OF THE CENTERLINE OF
 MD1302'HIGHWAY 114 AND 1 FOOT EAST OF A METAL WITNESS POST.  THE DISK IS
 MD1302'STAMPED U 135 1946.
 MD1302'
 MD1302'THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTERLINE OF HIGHWAY 105, 24
 MD1302'FEET SOUTHWEST OF A TWIN TRUNK 10 INCH CEDAR TREE, 1-1/2 FEET SOUTH
 MD1302'WEST OF A FENCE CORNER AND IN THE SOUTHWEST EDGE OF A LAWN (PROPERTY
 MD1302'OF MR. OLIVER WELCH).  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MD1302'STAMPED BRACKEN 1947.  A METAL WITNESS POST IS 1 FOOT SOUTH OF THE
 MD1302'MARK.
 MD1302'
 MD1302'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 105
 MD1302'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 MD1302'
 MD1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTH OF
 MD1302'SOUTH WHITLEY
 MD1302'
 MD1302'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD1302
 MD1302                          STATION RECOVERY (1968)
 MD1302
 MD1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1302'5 MI S FROM SOUTH WHITLEY.
 MD1302'ABOUT 5 MILES SOUTH OF WHITLEY, IN THE NORTHWEST ANGLE OF AN
 MD1302'INTERSECTION FORMED BY STATE HIGHWAYS 105 AND 114, 80 FEET
 MD1302'NORTHWEST OF THE INTERSECTION, 67 FEET NORTH OF THE CENTERLINE
 MD1302'OF HIGHWAY 114, 41 FEET WEST OF THE CENTERLINE OF HIGHWAY 105,
 MD1302'64 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 62 FEET SOUTH OF
 MD1302'A CONCRETE RIGHT-OF-WAY MARKER, 31 FEET SOUTHEAST OF A WIRE
 MD1302'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE DISK IS SET
 MD1302'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MD1302
 MD1302                          STATION RECOVERY (1990)
 MD1302
 MD1302'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 MD1302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1303 ***********************************************************************
 MD1303  DESIGNATION -  BRACKEN RM 2
 MD1303  PID         -  MD1303
 MD1303  STATE/COUNTY-  IN/WHITLEY
 MD1303  COUNTRY     -  US
 MD1303  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1303
 MD1303                         *CURRENT SURVEY CONTROL
 MD1303  ______________________________________________________________________
 MD1303* NAD 83(1986) POSITION- 41 00 08.55   (N) 085 37 28.48   (W)   HD_HELD1
 MD1303* NAVD 88 ORTHO HEIGHT -   275.00  (meters)      902.2   (feet) RESET
 MD1303  ______________________________________________________________________
 MD1303  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 MD1303  VERT ORDER      -  THIRD
 MD1303
 MD1303.The horizontal coordinates were determined by differentially corrected
 MD1303.hand held GPS observations or other comparable positioning techniques
 MD1303.and have an estimated accuracy of +/- 3 meters.
 MD1303
 MD1303.The orthometric height was computed from unverified reset data.
 MD1303
 MD1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1303.GEOID18 height accuracy estimate available here.
 MD1303
 MD1303.Click photographs - Photos may exist for this station.
 MD1303
 MD1303;                    North         East    Units  Estimated Accuracy
 MD1303;SPC IN E     -   638,822.8     103,540.9     MT  (+/- 3 meters HH1 GPS) 
 MD1303
 MD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1567239931(NAD 83)
 MD1303
 MD1303                          SUPERSEDED SURVEY CONTROL
 MD1303
 MD1303.No superseded survey control is available for this station.
 MD1303
 MD1303_MARKER: DR = REFERENCE MARK DISK
 MD1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1303_STAMPING: BRACKEN NO 2 1947
 MD1303_MARK LOGO: CGS
 MD1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1303+STABILITY: SURFACE MOTION
 MD1303
 MD1303  HISTORY     - Date     Condition        Report By
 MD1303  HISTORY     - 1947     MONUMENTED       CGS
 MD1303  HISTORY     - 1968     GOOD             CGS
 MD1303  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1303
 MD1303                          STATION DESCRIPTION
 MD1303
 MD1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1303'5 MI S FROM SOUTH WHITLEY.
 MD1303'ABOUT 5 MILES SOUTH OF SOUTH WHITLEY IN THE SOUTHWEST ANGLE OF
 MD1303'AN INTERSECTION FORMED BY STATE HIGHWAYS 114 AND 105.  IT IS
 MD1303'58 FEET WEST OF THE CENTERLINE OF HIGHWAY 105, 43 FEET SOUTH
 MD1303'OF THE CENTERLINE OF HIGHWAY 114 AND 1 FOOT EAST OF A METAL
 MD1303'WITNESS POST.  THE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 MD1303'POST WHICH PROJECTS 2 INCHES.
 MD1303
 MD1303                          STATION RECOVERY (1990)
 MD1303
 MD1303'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 MD1303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1304 ***********************************************************************
 MD1304  DESIGNATION -  BRACKEN RM 3
 MD1304  PID         -  MD1304
 MD1304  STATE/COUNTY-  IN/WHITLEY
 MD1304  COUNTRY     -  US
 MD1304  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1304
 MD1304                         *CURRENT SURVEY CONTROL
 MD1304  ______________________________________________________________________
 MD1304* NAD 83(1986) POSITION- 41 00 09.56   (N) 085 37 28.93   (W)   HD_HELD1
 MD1304* NAVD 88 ORTHO HEIGHT -   275.25  (meters)      903.0   (feet) RESET
 MD1304  ______________________________________________________________________
 MD1304  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 MD1304  VERT ORDER      -  THIRD
 MD1304
 MD1304.The horizontal coordinates were determined by differentially corrected
 MD1304.hand held GPS observations or other comparable positioning techniques
 MD1304.and have an estimated accuracy of +/- 3 meters.
 MD1304
 MD1304.The orthometric height was computed from unverified reset data.
 MD1304
 MD1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1304.GEOID18 height accuracy estimate available here.
 MD1304
 MD1304.Click photographs - Photos may exist for this station.
 MD1304
 MD1304;                    North         East    Units  Estimated Accuracy
 MD1304;SPC IN E     -   638,853.9     103,530.4     MT  (+/- 3 meters HH1 GPS) 
 MD1304
 MD1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1566139962(NAD 83)
 MD1304
 MD1304                          SUPERSEDED SURVEY CONTROL
 MD1304
 MD1304.No superseded survey control is available for this station.
 MD1304
 MD1304_MARKER: DR = REFERENCE MARK DISK
 MD1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1304_STAMPING: BRACKEN 1947 NO 3 1968
 MD1304_MARK LOGO: CGS
 MD1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1304+STABILITY: SURFACE MOTION
 MD1304
 MD1304  HISTORY     - Date     Condition        Report By
 MD1304  HISTORY     - 1968     MONUMENTED       CGS
 MD1304  HISTORY     - 1990     GOOD             USPSQD
 MD1304
 MD1304                          STATION DESCRIPTION
 MD1304
 MD1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1304'5 MI S FROM SOUTH WHITLEY.
 MD1304'ABOUT 5 MILES SOUTH OF SOUTH WHITLEY IN THE SOUTHWEST ANGLE OF AN
 MD1304'INTERSECTION FORMED BY STATE HIGHWAYS 105 AND 114, 89 FEET WEST
 MD1304'OF THE CENTERLINE OF HIGHWAY 105, 59 FEET NORTH OF THE CENTERLINE
 MD1304'OF HIGHWAY 114, 24 FEET NORTH OF A TELEPHONE POLE, 17 FEET
 MD1304'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT SOUTHEAST
 MD1304'OF A FENCE.  THE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 MD1304'POST WHICH PROJECTS 3 INCHES.
 MD1304
 MD1304                          STATION RECOVERY (1990)
 MD1304
 MD1304'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 MD1304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3345 ***********************************************************************
 JZ3345  DESIGNATION -  BRADEWATER
 JZ3345  PID         -  JZ3345
 JZ3345  STATE/COUNTY-  IN/DECATUR
 JZ3345  COUNTRY     -  US
 JZ3345  USGS QUAD   -  NEW POINT (2019)
 JZ3345
 JZ3345                         *CURRENT SURVEY CONTROL
 JZ3345  ______________________________________________________________________
 JZ3345* NAD 83(1997) POSITION- 39 16 45.78091(N) 085 20 40.54520(W)   ADJUSTED
 JZ3345* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 JZ3345  ______________________________________________________________________
 JZ3345  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 JZ3345  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 JZ3345  HORZ ORDER      -  FIRST
 JZ3345
 JZ3345.The horizontal coordinates were established by classical geodetic methods
 JZ3345.and adjusted by the National Geodetic Survey in May 1999.
 JZ3345
 JZ3345.The orthometric height was scaled from a topographic map.
 JZ3345
 JZ3345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3345.GEOID18 height accuracy estimate available here.
 JZ3345
 JZ3345.Click photographs - Photos may exist for this station.
 JZ3345
 JZ3345.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3345
 JZ3345. The following values were computed from the NAD 83(1997) position.
 JZ3345
 JZ3345;                    North         East     Units Scale Factor Converg.
 JZ3345;SPC IN E     -   447,561.354   127,788.884   MT  0.99997617   +0 12 14.1
 JZ3345;SPC IN E     - 1,468,374.21    419,254.03   sFT  0.99997617   +0 12 14.1
 JZ3345;UTM  16      - 4,349,086.901   642,782.902   MT  0.99985102   +1 02 53.6
 JZ3345
 JZ3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3345!SPC IN E     -   0.99995784  x   0.99997617  =   0.99993402
 JZ3345!UTM  16      -   0.99995784  x   0.99985102  =   0.99980887
 JZ3345
 JZ3345:                Primary Azimuth Mark                     Grid Az
 JZ3345:SPC IN E     -  BRADEWATER AZ MK                         202 08 16.6
 JZ3345:UTM  16      -  BRADEWATER AZ MK                         201 17 37.1
 JZ3345
 JZ3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4278249086(NAD 83)
 JZ3345
 JZ3345|---------------------------------------------------------------------|
 JZ3345| PID    Reference Object                     Distance      Geod. Az  |
 JZ3345|                                                           dddmmss.s |
 JZ3345| JZ3344 ENOCHSBURG ST JOHNS CH SPIRE        APPROX. 9.0 KM 0334157.6 |
 JZ3345| JZ3327 BATESVILLE ST LOUIS CATH CH         APPROX.10.5 KM 0792439.4 |
 JZ3345| JZ3328 BATESVILLE MUNICIPAL TANK           APPROX.11.0 KM 0794102.7 |
 JZ3345| CC7867 BRADEWATER RM 1                      25.900 METERS 16014     |
 JZ3345| CC7866 BRADEWATER AZ MK                                   2022030.7 |
 JZ3345| CC7868 BRADEWATER RM 2                      29.912 METERS 28732     |
 JZ3345| JZ3348 GREENSBURG ST MARYS CH CROSS        APPROX.13.3 KM 2974102.0 |
 JZ3345| JZ3347 GREENSBURG DECATUR CO CTHSE         APPROX.13.6 KM 2981434.2 |
 JZ3345|---------------------------------------------------------------------|
 JZ3345
 JZ3345                          SUPERSEDED SURVEY CONTROL
 JZ3345
 JZ3345  NAD 83(1995)-  39 16 45.78180(N)    085 20 40.54377(W) AD(       ) 1
 JZ3345  NAD 83(1993)-  39 16 45.78294(N)    085 20 40.54683(W) AD(       ) 1
 JZ3345  NAD 83(1986)-  39 16 45.78290(N)    085 20 40.54803(W) AD(       ) 1
 JZ3345  NAD 27      -  39 16 45.59800(N)    085 20 40.67600(W) AD(       ) 1
 JZ3345
 JZ3345.Superseded values are not recommended for survey control.
 JZ3345
 JZ3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3345.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3345
 JZ3345_MARKER: DS = TRIANGULATION STATION DISK
 JZ3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3345_STAMPING: BRADEWATER 1939
 JZ3345_MARK LOGO: CGS
 JZ3345_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3345+STABILITY: SURFACE MOTION
 JZ3345
 JZ3345  HISTORY     - Date     Condition        Report By
 JZ3345  HISTORY     - 1939     MONUMENTED       CGS
 JZ3345  HISTORY     - 1940     GOOD             SCS
 JZ3345  HISTORY     - 19920101 GOOD             LOCENG
 JZ3345
 JZ3345                          STATION DESCRIPTION
 JZ3345
 JZ3345'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3345'ABOUT 9.3 MILES BY ROAD SOUTHEAST OF GREENSBURG, AND 3.0 MI.  EAST OF
 JZ3345'STATE HIGHWAY 29, IN THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 JZ3345'ON PROPERTY OF MRS. BRADEWATER. THE MARK IS ON THE SOUTH SIDE OF A
 JZ3345'GRAVEL ROAD, 41 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER, 46
 JZ3345'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30.5 FEET SOUTH OF THE
 JZ3345'EAST-WEST FENCE LINE, 29.5 FEET WEST OF THE NORTH-SOUTH FENCE
 JZ3345'LINE, AND IS 14 INCHES UNDERGROUND.
 JZ3345'
 JZ3345'TO REACH FROM THE GREENSBURG COURTHOUSE, GO S.  ON STATE HIGHWAY 29
 JZ3345'FOR 6.2 MILES TO THE GRAVEL ROAD, CROSSROADS, TURN EAST ON THE
 JZ3345'GRAVEL ROAD AND GO 2.9 MILES TO A JOGGED CROSS ROAD, TURN LEFT,
 JZ3345'THEN RIGHT, AND CONTINUE FOR 0.2 MILE TO THE NORTHEAST FENCE
 JZ3345'CORNER AND THE STATION.
 JZ3345'
 JZ3345'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3345'DISKS SET IN CONCRETE.
 JZ3345'
 JZ3345'REFERENCE MARK NO.1 IS SOUTH-SOUTHEAST OF THE STATION, 108 FEET SOUTH
 JZ3345'OF THE NORTHEAST FENCE CORNER, 1 FOOT WEST OF THE NORTH-SOUTH
 JZ3345'FENCE LINE AND IS FLUSH WITH THE GROUND.
 JZ3345'
 JZ3345'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, 120 FEET WEST OF THE
 JZ3345'FENCE CORNER, 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE AND IS
 JZ3345'FLUSH WITH THE GROUND.
 JZ3345'
 JZ3345'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHWEST OF THE
 JZ3345'STATION, ON THE WEST SIDE OF THE GRAVEL ROAD, 3 FEET NORTH OF A
 JZ3345'12-INCH CONCRETE FENCE CORNER POST, 12 FEET NORTH OF THE CENTER LINE
 JZ3345'OF THE FARM ENTRANCE, 18 FEET WEST OF THE CENTER LINE OF THE
 JZ3345'GRAVEL ROAD, AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3345'
 JZ3345'NO OBJECTS ARE VISIBLE FROM GROUND.
 JZ3345'
 JZ3345'HEIGHT OF LIGHT ABOVE STATION MARK-37 METERS.
 JZ3345
 JZ3345                          STATION RECOVERY (1940)
 JZ3345
 JZ3345'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3345'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 JZ3345'GOOD CONDITION.
 JZ3345
 JZ3345                          STATION RECOVERY (1992)
 JZ3345
 JZ3345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ3345'FOUND MONUMENT IN GOOD CONDITION BURIED IN CULTIVATED FIELD.  BOTH REF
 JZ3345'MARKS FOUND IN GOOD CONDITION AND CARSONITE MARKER POST ALONGSIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1938 ***********************************************************************
 JA1938  DESIGNATION -  BRAMBLE
 JA1938  PID         -  JA1938
 JA1938  STATE/COUNTY-  IN/MARTIN
 JA1938  COUNTRY     -  US
 JA1938  USGS QUAD   -  ODON (2019)
 JA1938
 JA1938                         *CURRENT SURVEY CONTROL
 JA1938  ______________________________________________________________________
 JA1938* NAD 83(1997) POSITION- 38 47 48.35779(N) 086 55 08.71851(W)   ADJUSTED
 JA1938* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 JA1938  ______________________________________________________________________
 JA1938  GEOID HEIGHT    -        -32.735 (meters)                     GEOID18
 JA1938  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 JA1938  HORZ ORDER      -  THIRD
 JA1938
 JA1938.The horizontal coordinates were established by classical geodetic methods
 JA1938.and adjusted by the National Geodetic Survey in May 1999.
 JA1938
 JA1938.The orthometric height was scaled from a topographic map.
 JA1938
 JA1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1938.GEOID18 height accuracy estimate available here.
 JA1938
 JA1938.Click photographs - Photos may exist for this station.
 JA1938
 JA1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1938
 JA1938. The following values were computed from the NAD 83(1997) position.
 JA1938
 JA1938;                    North         East     Units Scale Factor Converg.
 JA1938;SPC IN W     -   393,948.137   914,268.083   MT  0.99996917   +0 06 10.5
 JA1938;SPC IN W     - 1,292,478.18  2,999,561.20   sFT  0.99996917   +0 06 10.5
 JA1938;UTM  16      - 4,294,226.996   507,026.270   MT  0.99960061   +0 03 02.5
 JA1938
 JA1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1938!SPC IN W     -   0.99997472  x   0.99996917  =   0.99994389
 JA1938!UTM  16      -   0.99997472  x   0.99960061  =   0.99957534
 JA1938
 JA1938:                Primary Azimuth Mark                     Grid Az
 JA1938:SPC IN W     -  BRAMBLE AZ MK                            169 06 19.5
 JA1938:UTM  16      -  BRAMBLE AZ MK                            169 09 27.5
 JA1938
 JA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0702694226(NAD 83)
 JA1938
 JA1938|---------------------------------------------------------------------|
 JA1938| PID    Reference Object                     Distance      Geod. Az  |
 JA1938|                                                           dddmmss.s |
 JA1938| CG7246 BRAMBLE AZ MK                                      1691230.0 |
 JA1938| CG7247 BRAMBLE RM 1                         27.109 METERS 18316     |
 JA1938| CG7248 BRAMBLE RM 2                         23.211 METERS 32629     |
 JA1938|---------------------------------------------------------------------|
 JA1938
 JA1938                          SUPERSEDED SURVEY CONTROL
 JA1938
 JA1938  NAD 83(1986)-  38 47 48.36471(N)    086 55 08.71856(W) AD(       ) 3
 JA1938  NAD 27      -  38 47 48.19100(N)    086 55 08.69600(W) AD(       ) 3
 JA1938
 JA1938.Superseded values are not recommended for survey control.
 JA1938
 JA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1938.See file dsdata.pdf to determine how the superseded data were derived.
 JA1938
 JA1938_MARKER: DS = TRIANGULATION STATION DISK
 JA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1938_STAMPING: BRAMBLE 1946
 JA1938_MARK LOGO: CGS
 JA1938_PROJECTION: RECESSED 30 CENTIMETERS
 JA1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1938+STABILITY: SURFACE MOTION
 JA1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1938+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 JA1938
 JA1938  HISTORY     - Date     Condition        Report By
 JA1938  HISTORY     - 1946     MONUMENTED       CGS
 JA1938  HISTORY     - 20030321 GOOD             LNDMRK
 JA1938
 JA1938                          STATION DESCRIPTION
 JA1938
 JA1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1938'THIS STATION IS IN THE NORTHWEST CORNER OF A BARE FIELD, ABOUT 2.5
 JA1938'MILES SOUTHWEST OF BURNS CITY AND ABOUT 1.5 MILES NORTH OF THE SMALL
 JA1938'SETTLEMENT OF BRAMBLE.  IT IS 120 FEET SOUTH OF A GRAVEL ROAD AND 69
 JA1938'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 45.  THE MARK IS 12
 JA1938'INCHES UNDERGROUND AND THE DISK IS STAMPED BRAMBLE 1946.
 JA1938'
 JA1938'REFERENCE MARK NO 1 IS 88.94 FEET SOUTH OF THE STATION, 42 FEET EAST
 JA1938'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE.  THE MARK
 JA1938'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRAMBLE NO 1 1946.
 JA1938'
 JA1938'REFERENCE MARK NO 2 IS 76.15 FEET NORTHWEST OF THE STATION, 65 FEET
 JA1938'SOUTH OF THE GRAVEL ROAD AND 44 FEET EAST OF THE CENTERLINE OF THE
 JA1938'HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRAMBLE
 JA1938'NO 2 1946.
 JA1938'
 JA1938'AZIMUTH MARK IS 0.3 MILE SOUTH FROM THE STATION, 38 FEET WEST OF THE
 JA1938'CENTERLINE OF THE HIGHWAY AND 4 FEET NORTH OF A TELEPHONE POLE.  THE
 JA1938'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRAMBLE 1946.
 JA1938'
 JA1938'TO REACH FROM BURNS CITY GO WEST ON A MACADAM ROAD FOR 1.7 MILES TO
 JA1938'THE JUNCTION WITH STATE HIGHWAY 45, TURN LEFT AND GO SOUTH ON 45 FOR
 JA1938'1.7 MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE LEFT AS
 JA1938'DESCRIBED.
 JA1938'
 JA1938'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1938
 JA1938                          STATION RECOVERY (2003)
 JA1938
 JA1938'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2003 (DLH)
 JA1938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1814 ***********************************************************************
 MD1814  DESIGNATION -  BRANCH
 MD1814  PID         -  MD1814
 MD1814  STATE/COUNTY-  IN/DE KALB
 MD1814  COUNTRY     -  US
 MD1814  USGS QUAD   -  BUTLER EAST (2019)
 MD1814
 MD1814                         *CURRENT SURVEY CONTROL
 MD1814  ______________________________________________________________________
 MD1814* NAD 83(1997) POSITION- 41 24 31.01117(N) 084 52 15.36191(W)   ADJUSTED
 MD1814* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 MD1814  ______________________________________________________________________
 MD1814  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 MD1814  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 MD1814  HORZ ORDER      -  SECOND
 MD1814
 MD1814.The horizontal coordinates were established by classical geodetic methods
 MD1814.and adjusted by the National Geodetic Survey in May 1999.
 MD1814
 MD1814.The orthometric height was scaled from a topographic map.
 MD1814
 MD1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1814.GEOID18 height accuracy estimate available here.
 MD1814
 MD1814.Click photographs - Photos may exist for this station.
 MD1814
 MD1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1814
 MD1814. The following values were computed from the NAD 83(1997) position.
 MD1814
 MD1814;                    North         East     Units Scale Factor Converg.
 MD1814;SPC IN E     -   684,242.095   166,532.012   MT  1.00002112   +0 31 34.8
 MD1814;SPC IN E     - 2,244,884.27    546,363.78   sFT  1.00002112   +0 31 34.8
 MD1814;SPC OH N     -   196,132.692   401,791.039   MT  0.99995680   -1 33 27.3
 MD1814;SPC OH N     -   643,478.67  1,318,209.43   sFT  0.99995680   -1 33 27.3
 MD1814;UTM  16      - 4,586,306.129   677,952.539   MT  0.99998973   +1 24 30.9
 MD1814
 MD1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1814!SPC IN E     -   0.99996354  x   1.00002112  =   0.99998466
 MD1814!SPC OH N     -   0.99996354  x   0.99995680  =   0.99992034
 MD1814!UTM  16      -   0.99996354  x   0.99998973  =   0.99995327
 MD1814
 MD1814:                Primary Azimuth Mark                     Grid Az
 MD1814:SPC IN E     -  BRANCH AZ MK                             170 33 58.3
 MD1814:SPC OH N     -  BRANCH AZ MK                             172 39 00.4
 MD1814:UTM  16      -  BRANCH AZ MK                             169 41 02.2
 MD1814
 MD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7795286306(NAD 83)
 MD1814
 MD1814|---------------------------------------------------------------------|
 MD1814| PID    Reference Object                     Distance      Geod. Az  |
 MD1814|                                                           dddmmss.s |
 MD1814| CE5787 BRANCH RM 1                          26.837 METERS 00850     |
 MD1814| MD1815 BUTLER UNITED MILK PROD CO STK      APPROX. 2.3 KM 0121445.6 |
 MD1814| CE5788 BRANCH RM 2                          33.866 METERS 08422     |
 MD1814| MD0372 U 198                                55.744 METERS 14140     |
 MD1814| CE5786 BRANCH AZ MK                                       1710533.1 |
 MD1814| MD1812 BUTLER MUNICIPAL TANK               APPROX. 2.3 KM 3562735.8 |
 MD1814|---------------------------------------------------------------------|
 MD1814
 MD1814                          SUPERSEDED SURVEY CONTROL
 MD1814
 MD1814  NAD 83(1995)-  41 24 31.01133(N)    084 52 15.36259(W) AD(       ) 2
 MD1814  NAD 83(1994)-  41 24 31.01188(N)    084 52 15.37710(W) AD(       ) 2
 MD1814  NAD 83(1986)-  41 24 31.01187(N)    084 52 15.37714(W) AD(       ) 2
 MD1814  NAD 27      -  41 24 30.83010(N)    084 52 15.51540(W) AD(       ) 2
 MD1814
 MD1814.Superseded values are not recommended for survey control.
 MD1814
 MD1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1814.See file dsdata.pdf to determine how the superseded data were derived.
 MD1814
 MD1814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1814
 MD1814  HISTORY     - Date     Condition        Report By
 MD1814  HISTORY     - 1947     MONUMENTED       CGS
 MD1814  HISTORY     - 1960     GOOD             CGS
 MD1814
 MD1814                          STATION DESCRIPTION
 MD1814
 MD1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1814'STATION IS LOCATED 1.4 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 6
 MD1814'AND STATE HIGHWAY 1 IN BUTLER ON THE WEST SIDE OF HIGHWAY 1 ON LAND
 MD1814'OWNED BY CHARLES SHOWMAN.  IT IS 74 FEET WEST OF THE CENTER OF THE
 MD1814'HIGHWAY, 68 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN, 21
 MD1814'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 2 FEET
 MD1814'NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1814'BRANCH 1947.
 MD1814'
 MD1814'REFERENCE MARK NO. 1 IS 88.05 FEET NORTH OF THE STATION.  IT IS 95
 MD1814'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. SHOWMANS HOUSE, 57 FEET
 MD1814'WEST OF THE CENTER OF THE HIGHWAY AND 48 FEET NORTHEAST OF THE
 MD1814'NORTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS
 MD1814'STAMPED BRANCH NO 1 1947.
 MD1814'
 MD1814'REFERENCE MARK NO. 2 IS 111.11 FEET EAST OF THE STATION ON THE EAST
 MD1814'SIDE OF HIGHWAY 1.  IT IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY
 MD1814'AND ONE FOOT WEST OF THE FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1814'STAMPED BRANCH NO 2 1947.
 MD1814'
 MD1814'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE EAST SIDE OF
 MD1814'STATE HIGHWAY 1.  IT IS 41 FEET EAST OF THE CENTER OF THE HIGHWAY, 51
 MD1814'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE AND ONE FOOT
 MD1814'NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MD1814'DISK IS STAMPED BRANCH 1947.
 MD1814'
 MD1814'U 198 (USC AND GS) BM IS 182.89 FEET SOUTHEAST OF THE STATION ON THE
 MD1814'EAST SIDE OF THE HIGHWAY.  IT IS 150 FEET NORTHEAST OF THE
 MD1814'INTERSECTION OF HIGHWAY 1 AND A GRAVEL CROSSROAD, 40 FEET EAST OF THE
 MD1814'CENTER OF THE HIGHWAY AND ONE FOOT WEST OF THE FENCE.  THE MARK IS A
 MD1814'12 X 12 INCH CONCRETE POST WITH A STANDARD USC AND GS BM DISK STAMPED
 MD1814'U 198 1946.
 MD1814'
 MD1814'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1814
 MD1814                          STATION RECOVERY (1960)
 MD1814
 MD1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1814'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS THE
 MD1814'FOLLOWING NOTES ARE CORRECTIONS AMONG PERTINENT ADDENDA.
 MD1814'
 MD1814'ON LAND NOW OWNED AND OCCUPIED BY DR. C. I. WEIRICH, 72 FEET W OF
 MD1814'CENTER LINE OF HWY., AND 29-1/2 FEET (INSTEAD OF 21 FEET) ESE OF SE
 MD1814'CORNER OF THE MAIN BODY OF BARN.
 MD1814'
 MD1814'R.M. NO. 2 IS 39 FEET E OF CENTER LINE OF HWY., AND 154 FEET N OF
 MD1814'BENCH MARK U 198.
 MD1814'
 MD1814'AZIMUTH MARK IS 40 FEET E OF CENTER LINE OF HWY., NOW FLUSH, AND 2
 MD1814'FEET SSW OF STEEL WITNESS POST.
 MD1814'
 MD1814'BENCH MARK U 198 IS 39 FEET E OF CENTER LINE OF 20-FOOT ASPHALT HWY.
 MD1814'PAVEMENT, PROJECTS 0.3 FOOT, AND IS 2.1 FEET N OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2025 ***********************************************************************
 KA2025  DESIGNATION -  BRAPORT
 KA2025  PID         -  KA2025
 KA2025  STATE/COUNTY-  IN/CLAY
 KA2025  COUNTRY     -  US
 KA2025  USGS QUAD   -  CENTER POINT (2019)
 KA2025
 KA2025                         *CURRENT SURVEY CONTROL
 KA2025  ______________________________________________________________________
 KA2025* NAD 83(1997) POSITION- 39 28 35.99101(N) 087 06 00.56283(W)   ADJUSTED
 KA2025* NAD 83(1997) ELLIP HT-   162.170 (meters)        (05/25/99)   ADJUSTED
 KA2025* NAVD 88 ORTHO HEIGHT -   194.9   (meters)      639.    (feet) VERTCON3
 KA2025  ______________________________________________________________________
 KA2025  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 KA2025  NAD 83(1997) X  -    249,408.679 (meters)                     COMP
 KA2025  NAD 83(1997) Y  - -4,923,665.788 (meters)                     COMP
 KA2025  NAD 83(1997) Z  -  4,033,407.117 (meters)                     COMP
 KA2025  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 KA2025  HORZ ORDER      -  THIRD
 KA2025  ELLP ORDER      -  FOURTH    CLASS I
 KA2025
 KA2025.This mark is at Brazil Airport (0I2)
 KA2025
 KA2025.The horizontal coordinates were established by GPS observations
 KA2025.and adjusted by the National Geodetic Survey in May 1999.
 KA2025
 KA2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2025
 KA2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2025.GEOID18 height accuracy estimate available here.
 KA2025
 KA2025.Click photographs - Photos may exist for this station.
 KA2025
 KA2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2025
 KA2025.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2025
 KA2025.The ellipsoidal height was determined by GPS observations
 KA2025.and is referenced to NAD 83.
 KA2025
 KA2025. The following values were computed from the NAD 83(1997) position.
 KA2025
 KA2025;                    North         East     Units Scale Factor Converg.
 KA2025;SPC IN W     -   469,413.936   898,552.560   MT  0.99996669   -0 00 38.5
 KA2025;SPC IN W     - 1,540,068.89  2,948,001.19   sFT  0.99996669   -0 00 38.5
 KA2025;UTM  16      - 4,369,679.475   491,385.777   MT  0.99960091   -0 03 49.2
 KA2025
 KA2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2025!SPC IN W     -   0.99997456  x   0.99996669  =   0.99994125
 KA2025!UTM  16      -   0.99997456  x   0.99960091  =   0.99957548
 KA2025
 KA2025:                Primary Azimuth Mark                     Grid Az
 KA2025:SPC IN W     -  BRAPORT AZ MK                            092 09 51.6
 KA2025:UTM  16      -  BRAPORT AZ MK                            092 13 02.3
 KA2025
 KA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9138569679(NAD 83)
 KA2025
 KA2025|---------------------------------------------------------------------|
 KA2025| PID    Reference Object                     Distance      Geod. Az  |
 KA2025|                                                           dddmmss.s |
 KA2025| KA2026 BRAPORT AZ MK                       459.493 METERS 0920913.1 |
 KA2025|---------------------------------------------------------------------|
 KA2025
 KA2025                          SUPERSEDED SURVEY CONTROL
 KA2025
 KA2025  NAD 83(1986)-  39 28 35.98841(N)    087 06 00.55514(W) AD(       ) 3
 KA2025  NAD 27      -  39 28 35.83223(N)    087 06 00.49861(W) AD(       ) 3
 KA2025  NGVD 29 (02/23/89)  195.1    (m)  RAPSU86  model used  GPS OBS        
 KA2025
 KA2025.Superseded values are not recommended for survey control.
 KA2025
 KA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2025.See file dsdata.pdf to determine how the superseded data were derived.
 KA2025
 KA2025_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2025_STAMPING: BRAPORT 1988
 KA2025_MARK LOGO: NGS
 KA2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2025+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1990
 KA2025
 KA2025  HISTORY     - Date     Condition        Report By
 KA2025  HISTORY     - 1988     MONUMENTED       NGS
 KA2025  HISTORY     - 19901008 GOOD             NGS
 KA2025
 KA2025                          STATION DESCRIPTION
 KA2025
 KA2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2025'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) EAST OF TERRE HAUTE,
 KA2025'6.4 KM (4.00 MI) SOUTH OF BRAZIL, 3.2 KM (2.00 MI) NORTH OF
 KA2025'INTERSTATE HIGHWAY 70 AND AT THE BRAZIL-CLAY COUNTY AIRPORT.
 KA2025'OWNERSHIP--HOOSIER AVIATION COMPANY, RT 17, BRAZIL, IN 47834, PHONE
 KA2025'812-442-0614.  AIRPORT MANAGER IS DWAYNE DYER.
 KA2025'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KA2025'STATE HIGHWAY 59 ABOUT 9.7 KM (6.05 MI) SOUTH OF BRAZIL, GO NORTH ON
 KA2025'STATE HIGHWAY 59 FOR 2.9 KM (1.80 MI) TO A ROAD RIGHT.  TURN RIGHT
 KA2025'AND GO EAST FOR 1.7 KM (1.05 MI) TO A STOP SIGN.  CONTINUE AHEAD FOR
 KA2025'0.8 KM (0.50 MI) TO AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 KA2025'GO NORTH FOR 0.05 KM (0.05 MI) TO AIRPORT OFFICE ON THE LEFT AND A
 KA2025'GATE STRAIGHT AHEAD.  PASS THRU GATE AND GO NORTH FOR 0.16 KM
 KA2025'(0.10 MI) TO MARK ON THE LEFT.
 KA2025'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---BRAPORT
 KA2025'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2025'FLUSH WITH THE GROUND.  LOCATED 13.4 M (44.0 FT) WEST FROM CENTER OF
 KA2025'TAXIWAY, 9.45 M (31.0 FT) SOUTH FROM CENTER OF RUNWAY AND 3.35 M
 KA2025'(11.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST AND BLUE TAXIWAY
 KA2025'MARKER LIGHT.
 KA2025'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2025'DESCRIBED BY D.A. BOWLING.
 KA2025
 KA2025                          STATION RECOVERY (1990)
 KA2025
 KA2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA2025'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) EAST OF TERRE HAUTE,
 KA2025'6.4 KM (4.0 MI) SOUTH OF BRAZIL, 3.2 KM (2.0 MI) NORTH OF INTERSTATE
 KA2025'HIGHWAY 70 AND AT THE BRAZIL/CLAY COUNTY AIRPORT NEAR THE JUNCTION OF
 KA2025'THE TAXIWAY AND RUNWAY.  OWNERSHIP--HOOSIER AVIATION COMPANY, RT 17,
 KA2025'BRAZIL, IN 47834, PHONE (812)-442-0614, AIRPORT MANAGER IS DWAYNE
 KA2025'DYER.
 KA2025'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 (EXIT
 KA2025'23) AND STATE HIGHWAY 59, ABOUT 9.7 KM (6.0 MI) SOUTH OF BRAZIL, GO
 KA2025'NORTH ON STATE HIGHWAY 59 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF A
 KA2025'PAVED ROAD ON THE RIGHT, TURN RIGHT, EAST, ON THE PAVED ROAD FOR 1.52
 KA2025'KM (0.94 MI) TO A STOP SIGN, CONTINUE AHEAD ON THE PAVED ROAD FOR
 KA2025'0.72 KM (0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN LEFT,
 KA2025'NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT
 KA2025'OFFICE ON THE LEFT AND A GATE STRAIGHT AHEAD, PASS THROUGH THE GATE
 KA2025'AND ONTO THE TAXIWAY, GO NORTH ON THE TAXIWAY TO THE JUNCTION OF THE
 KA2025'RUNWAY AND THE STATION ON THE LEFT.
 KA2025'THE STATION IS LOCATED 13.4 M (44.0 FT) WEST OF THE CENTER OF THE
 KA2025'TAXIWAY, 9.45 M (31.00 FT) SOUTH OF THE CENTER OF THE RUNWAY, 3.35 M
 KA2025'(10.99 FT) NORTHWEST OF A TAXIWAY LIGHT AND A FIBERGLASS WITNESS
 KA2025'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2026 ***********************************************************************
 KA2026  DESIGNATION -  BRAPORT AZ MK
 KA2026  PID         -  KA2026
 KA2026  STATE/COUNTY-  IN/CLAY
 KA2026  COUNTRY     -  US
 KA2026  USGS QUAD   -  CENTER POINT (2019)
 KA2026
 KA2026                         *CURRENT SURVEY CONTROL
 KA2026  ______________________________________________________________________
 KA2026* NAD 83(1997) POSITION- 39 28 35.43067(N) 087 05 41.35131(W)   ADJUSTED
 KA2026* NAD 83(1997) ELLIP HT-   159.894 (meters)        (05/25/99)   ADJUSTED
 KA2026* NAVD 88 ORTHO HEIGHT -   192.7   (meters)      632.    (feet) VERTCON3
 KA2026  ______________________________________________________________________
 KA2026  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 KA2026  NAD 83(1997) X  -    249,867.737 (meters)                     COMP
 KA2026  NAD 83(1997) Y  - -4,923,651.755 (meters)                     COMP
 KA2026  NAD 83(1997) Z  -  4,033,392.331 (meters)                     COMP
 KA2026  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 KA2026  HORZ ORDER      -  THIRD
 KA2026  ELLP ORDER      -  FOURTH    CLASS I
 KA2026
 KA2026.This mark is at Brazil Airport (0I2)
 KA2026
 KA2026.The horizontal coordinates were established by GPS observations
 KA2026.and adjusted by the National Geodetic Survey in May 1999.
 KA2026
 KA2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2026
 KA2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2026.GEOID18 height accuracy estimate available here.
 KA2026
 KA2026.Click photographs - Photos may exist for this station.
 KA2026
 KA2026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2026
 KA2026.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2026
 KA2026.The ellipsoidal height was determined by GPS observations
 KA2026.and is referenced to NAD 83.
 KA2026
 KA2026. The following values were computed from the NAD 83(1997) position.
 KA2026
 KA2026;                    North         East     Units Scale Factor Converg.
 KA2026;SPC IN W     -   469,396.583   899,011.709   MT  0.99996668   -0 00 26.3
 KA2026;SPC IN W     - 1,540,011.96  2,949,507.58   sFT  0.99996668   -0 00 26.3
 KA2026;UTM  16      - 4,369,661.704   491,844.742   MT  0.99960082   -0 03 37.0
 KA2026
 KA2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2026!SPC IN W     -   0.99997492  x   0.99996668  =   0.99994160
 KA2026!UTM  16      -   0.99997492  x   0.99960082  =   0.99957575
 KA2026
 KA2026:                Primary Azimuth Mark                     Grid Az
 KA2026:SPC IN W     -  BRAPORT                                  272 09 51.6
 KA2026:UTM  16      -  BRAPORT                                  272 13 02.3
 KA2026
 KA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9184469661(NAD 83)
 KA2026
 KA2026|---------------------------------------------------------------------|
 KA2026| PID    Reference Object                     Distance      Geod. Az  |
 KA2026|                                                           dddmmss.s |
 KA2026| KA2025 BRAPORT                             459.493 METERS 2720925.3 |
 KA2026|---------------------------------------------------------------------|
 KA2026
 KA2026                          SUPERSEDED SURVEY CONTROL
 KA2026
 KA2026  NAD 83(1986)-  39 28 35.42807(N)    087 05 41.34363(W) AD(       ) 3
 KA2026  NAD 27      -  39 28 35.27184(N)    087 05 41.28775(W) AD(       ) 3
 KA2026  NGVD 29 (02/23/89)  192.8    (m)  RAPSU86  model used  GPS OBS        
 KA2026
 KA2026.Superseded values are not recommended for survey control.
 KA2026
 KA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2026.See file dsdata.pdf to determine how the superseded data were derived.
 KA2026
 KA2026_MARKER: DZ = AZIMUTH MARK DISK
 KA2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2026_STAMPING: BRAPORT 1986
 KA2026_MARK LOGO: NGS
 KA2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2026+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KA2026
 KA2026  HISTORY     - Date     Condition        Report By
 KA2026  HISTORY     - 1988     MONUMENTED       NGS
 KA2026
 KA2026                          STATION DESCRIPTION
 KA2026
 KA2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2026'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) EAST OF TERRE HAUTE,
 KA2026'6.4 KM (4.00 MI) SOUTH OF BRAZIL, 3.2 KM (2.00 MI) NORTH OF
 KA2026'INTERSTATE HIGHWAY 70 AND AT THE BRAZIL-CLAY COUNTY AIRPORT.
 KA2026'OWNERSHIP--HOOSIER AVIATION, RT 17, BRAZIL, IN 47834, PHONE
 KA2026'812-442-0614.
 KA2026'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KA2026'STATE HIGHWAY 59 ABOUT 9.7 KM (6.05 MI) SOUTH OF BRAZIL, GO NORTH ON
 KA2026'STATE HIGHWAY 59 FOR 2.9 KM (1.80 MI) TO A ROAD RIGHT.  TURN RIGHT
 KA2026'AND GO EAST FOR 1.7 KM (1.05 MI) TO A STOP SIGN.  CONTINUE AHEAD FOR
 KA2026'0.8 KM (0.50 MI) TO AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 KA2026'GO NORTH FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE ON THE LEFT AND A
 KA2026'GATE STRAIGHT AHEAD.  PASS THRU THE GATE AND GO NORTH FOR 0.16 KM
 KA2026'(0.10 MI) TO A RUNWAY.  TURN RIGHT AND GO EAST ALONG RUNWAY FOR 0.64KM
 KA2026'(0.40 MI) TO END OF THE THRESHOLD AND MARK ON THE LEFT.
 KA2026'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BRAPORT
 KA2026'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2026'FLUSH WITH THE GROUND.  LOCATED 26.52 M (87.0 FT) WEST FROM END OF
 KA2026'RUNWAY, 17.98 M (59.0 FT) SOUTH FROM CENTER OF RUNWAY 27, 13.7 M
 KA2026'(44.9 FT) NORTH FROM EDGE OF CULTIVATED FIELD AND 0.76 M (2.5 FT)
 KA2026'SOUTH FROM A FIBERGLASS WITNESS POST AND BLUE RUNWAY MARKER LIGHT.
 KA2026'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2026'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2511 ***********************************************************************
 LB2511  DESIGNATION -  BRAYS
 LB2511  PID         -  LB2511
 LB2511  STATE/COUNTY-  IN/HAMILTON
 LB2511  COUNTRY     -  US
 LB2511  USGS QUAD   -  NOBLESVILLE (2019)
 LB2511
 LB2511                         *CURRENT SURVEY CONTROL
 LB2511  ______________________________________________________________________
 LB2511* NAD 83(1997) POSITION- 40 04 21.98176(N) 086 01 16.63428(W)   ADJUSTED
 LB2511* NAVD 88 ORTHO HEIGHT -   243.57  (+/-2cm)      799.1   (feet) VERTCON3
 LB2511  ______________________________________________________________________
 LB2511  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 LB2511  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 LB2511  HORZ ORDER      -  SECOND
 LB2511  VERT ORDER      -  THIRD ? (See Below)
 LB2511
 LB2511.The horizontal coordinates were established by classical geodetic methods
 LB2511.and adjusted by the National Geodetic Survey in May 1999.
 LB2511
 LB2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2511
 LB2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2511.GEOID18 height accuracy estimate available here.
 LB2511
 LB2511.The vertical order pertains to the NGVD 29 superseded value.
 LB2511
 LB2511.Click photographs - Photos may exist for this station.
 LB2511
 LB2511.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2511
 LB2511. The following values were computed from the NAD 83(1997) position.
 LB2511
 LB2511;                    North         East     Units Scale Factor Converg.
 LB2511;SPC IN E     -   535,657.973    69,750.722   MT  0.99997793   -0 13 41.9
 LB2511;SPC IN E     - 1,757,404.53    228,840.49   sFT  0.99997793   -0 13 41.9
 LB2511;UTM  16      - 4,436,293.209   583,454.572   MT  0.99968574   +0 37 48.3
 LB2511
 LB2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2511!SPC IN E     -   0.99996714  x   0.99997793  =   0.99994507
 LB2511!UTM  16      -   0.99996714  x   0.99968574  =   0.99965289
 LB2511
 LB2511:                Primary Azimuth Mark                     Grid Az
 LB2511:SPC IN E     -  FOX                                      001 17 48.7
 LB2511:UTM  16      -  FOX                                      000 26 18.5
 LB2511
 LB2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8345436293(NAD 83)
 LB2511
 LB2511|---------------------------------------------------------------------|
 LB2511| PID    Reference Object                     Distance      Geod. Az  |
 LB2511|                                                           dddmmss.s |
 LB2511| LB2512 FOX                                 APPROX. 1.3 KM 0010406.8 |
 LB2511| CC7872 BRAYS RM                             13.540 METERS 05841     |
 LB2511|---------------------------------------------------------------------|
 LB2511
 LB2511                          SUPERSEDED SURVEY CONTROL
 LB2511
 LB2511  NAD 83(1986)-  40 04 21.97047(N)    086 01 16.64794(W) AD(       ) 2
 LB2511  NAD 27      -  40 04 21.84500(N)    086 01 16.70300(W) AD(       ) 2
 LB2511  USSD        -  40 04 21.87900(N)    086 01 16.49800(W) AD(       ) 3
 LB2511  NGVD 29             243.70   (m)          799.5    (f) LEVELING    3  
 LB2511
 LB2511.Superseded values are not recommended for survey control.
 LB2511
 LB2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2511.See file dsdata.pdf to determine how the superseded data were derived.
 LB2511
 LB2511_MARKER: DS = TRIANGULATION STATION DISK
 LB2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2511_STAMPING: BRAYS 1920
 LB2511_MARK LOGO: CGS
 LB2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2511+STABILITY: SURFACE MOTION
 LB2511
 LB2511  HISTORY     - Date     Condition        Report By
 LB2511  HISTORY     - 1920     MONUMENTED       CGS
 LB2511  HISTORY     - 1934     GOOD             INGS
 LB2511  HISTORY     - 1970     GOOD             LOCENG
 LB2511  HISTORY     - 1980     MARK NOT FOUND   NGS
 LB2511  HISTORY     - 1981     GOOD             NGS
 LB2511
 LB2511                          STATION DESCRIPTION
 LB2511
 LB2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2511'STATION IS ON THE W SIDE OF THE LAKE ERIE AND WESTERN
 LB2511'RAILROAD RIGHT-OF-WAY, ABOUT 3 MILES N OF NOBLESVILLE, 2.690
 LB2511'METERS (8.83 FEET) W OF THE W AND NEAREST RAIL AND JUST W OF A
 LB2511'HIGHWAY CROSSING, THIS BEING THE ROAD GOING W FROM BRAYS STOP
 LB2511'ON THE INTERURBAN.
 LB2511'
 LB2511'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2511'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS IN THE
 LB2511'RIGHT-OF-WAY FENCE LINE ON THE OPPOSITE SIDE OF THE TRACK, 13.540
 LB2511'METERS (44.42 FEET) FROM THE STATION N 58 DEG 41 MIN E.
 LB2511
 LB2511                          STATION RECOVERY (1934)
 LB2511
 LB2511'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2511'STATION RECOVERED.
 LB2511
 LB2511                          STATION RECOVERY (1970)
 LB2511
 LB2511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 LB2511'BRAYS 1920 STA. MARK AND REFERENCE MARK BOTH IN GOOD CONDITION.
 LB2511'
 LB2511'DELETE-------JUST WEST OF A HIGHWAY CROSSING, THIS BEING THE ROAD
 LB2511'GOING W. FROM BRAYS STOP ON THE INTERURBAN---ADD 11 FEET NORTH OF
 LB2511'THE CENTERLINE OF 196TH ST.
 LB2511'
 LB2511'RAILROAD IS NOW THE NORFOLK AND WESTERN.
 LB2511
 LB2511                          STATION RECOVERY (1980)
 LB2511
 LB2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (TS)
 LB2511'A FRIEND OF MINE SAID HE LOCATED THESE MARKS FOR A JOB 2-3 YRS. AGO.
 LB2511'I HAVE NOT SEARCHED FOR THEM PERSONALLY HOWEVER, HE IS A RESPECTED
 LB2511'L. S. AND HIS WORD IS GOOD.
 LB2511'
 LB2511'DISTANCE AND DIRECTION FROM NEAREST TOWN--N OF NOBLESVILLE.
 LB2511
 LB2511                          STATION RECOVERY (1981)
 LB2511
 LB2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2511'BRAYS 1920 IN GOOD CONDITION 1-1/2 FEET + OR - LOWER THAN TRACKS.
 LB2511'BRAYS REF MK 1920 IN GOOD CONDITION 1-1/2 FEET + OR - W OF E RIGHT
 LB2511'OF WAY FL - 36 FEET N OF CENTERLINE ASPHALT RD (196TH ST.).
 LB2511'
 LB2511'FROM INT. SR. 32 AND 19 N GO N ON 19 FOR 2.0 MI TO T RD LEFT.
 LB2511'(196TH ST) GO W ON 196TH ST .35 MI CROSS TRACKS TO STA. ON RIGHT.
 LB2511'STA. IS 8.8 FEET W OF W RAIL 13 FEET N OF CENTERLINE 196TH ST.  15
 LB2511'FEET E OF W RIGHT OF WAY FENCELINE 3.0 FEET N OF EDGE OF PAVEMENT.
 LB2511'WHIT. POST AT STA. MK. IS SMALL ANGLE ON PROJ. 6 INCHES REF. MK
 LB2511'POST IS LATHE IN FENCELINE.
 LB2511'
 LB2511'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NORTH OF
 LB2511'NOBLESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1765 ***********************************************************************
 KA1765  DESIGNATION -  BRAZIL
 KA1765  PID         -  KA1765
 KA1765  STATE/COUNTY-  IN/CLAY
 KA1765  COUNTRY     -  US
 KA1765  USGS QUAD   -  BRAZIL EAST (2019)
 KA1765
 KA1765                         *CURRENT SURVEY CONTROL
 KA1765  ______________________________________________________________________
 KA1765* NAD 83(1997) POSITION- 39 30 40.60915(N) 087 07 27.07592(W)   ADJUSTED
 KA1765* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 KA1765  ______________________________________________________________________
 KA1765  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 KA1765  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 KA1765  HORZ ORDER      -  THIRD
 KA1765
 KA1765.The horizontal coordinates were established by classical geodetic methods
 KA1765.and adjusted by the National Geodetic Survey in May 1999.
 KA1765
 KA1765.The orthometric height was scaled from a topographic map.
 KA1765
 KA1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1765.GEOID18 height accuracy estimate available here.
 KA1765
 KA1765.Click photographs - Photos may exist for this station.
 KA1765
 KA1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1765
 KA1765. The following values were computed from the NAD 83(1997) position.
 KA1765
 KA1765;                    North         East     Units Scale Factor Converg.
 KA1765;SPC IN W     -   473,257.725   896,486.657   MT  0.99996682   -0 01 33.6
 KA1765;SPC IN W     - 1,552,679.72  2,941,223.31   sFT  0.99996682   -0 01 33.6
 KA1765;UTM  16      - 4,373,523.767   489,324.184   MT  0.99960140   -0 04 44.4
 KA1765
 KA1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1765!SPC IN W     -   0.99997287  x   0.99996682  =   0.99993969
 KA1765!UTM  16      -   0.99997287  x   0.99960140  =   0.99957428
 KA1765
 KA1765:                Primary Azimuth Mark                     Grid Az
 KA1765:SPC IN W     -  BRAZIL AZ MK                             339 39 23.2
 KA1765:UTM  16      -  BRAZIL AZ MK                             339 42 34.0
 KA1765
 KA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8932473523(NAD 83)
 KA1765
 KA1765|---------------------------------------------------------------------|
 KA1765| PID    Reference Object                     Distance      Geod. Az  |
 KA1765|                                                           dddmmss.s |
 KA1765| KA1766 BRAZIL ANNUNCIATION CATH CH         APPROX. 1.6 KM 0113624.0 |
 KA1765| KA1767 BRAZIL COUNTY COURTHOUSE DOME       APPROX. 1.5 KM 0153615.6 |
 KA1765| KA1768 BRAZIL CAR NA VAR CO TANK           APPROX. 2.3 KM 0432854.9 |
 KA1765| KA1763 BRAZIL CAR NA VAR CO STACK          APPROX. 2.4 KM 0434029.3 |
 KA1765| CM2811 BRAZIL RM 1                          36.271 METERS 12848     |
 KA1765| CM2812 BRAZIL RM 2                          30.523 METERS 22252     |
 KA1765| KA1770 BLUFF                               APPROX. 9.5 KM 3171850.0 |
 KA1765| CM2810 BRAZIL AZ MK                                       3393749.6 |
 KA1765|---------------------------------------------------------------------|
 KA1765
 KA1765                          SUPERSEDED SURVEY CONTROL
 KA1765
 KA1765  NAD 83(1986)-  39 30 40.61380(N)    087 07 27.06824(W) AD(       ) 3
 KA1765  NAD 27      -  39 30 40.47090(N)    087 07 27.00720(W) AD(       ) 3
 KA1765
 KA1765.Superseded values are not recommended for survey control.
 KA1765
 KA1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1765.See file dsdata.pdf to determine how the superseded data were derived.
 KA1765
 KA1765_MARKER: DS = TRIANGULATION STATION DISK
 KA1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1765_STAMPING: BRAZIL 1947
 KA1765_MARK LOGO: CGS
 KA1765_PROJECTION: FLUSH
 KA1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1765+STABILITY: SURFACE MOTION
 KA1765
 KA1765  HISTORY     - Date     Condition        Report By
 KA1765  HISTORY     - 1947     MONUMENTED       CGS
 KA1765  HISTORY     - 1960     MARK NOT FOUND   CGS
 KA1765  HISTORY     - 1971     MARK NOT FOUND   NGS
 KA1765  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 KA1765
 KA1765                          STATION DESCRIPTION
 KA1765
 KA1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1765'STATION IS 0.85 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 40 AND
 KA1765'STATE HIGHWAY 59, IN THE SOUTHWEST CORNER OF THE FOREST
 KA1765'MUNICIPAL PARK VIA HIGHWAY 59, 344 FEET EAST OF CENTERLINE OF THE
 KA1765'HIGHWAY, 61 FEET NORTH OF APPROXIMATE CENTERLINE OF
 KA1765'GRAVELED ROAD, AND 45 FEET NORTH-NORTHWEST OF A POWER LINE POLE. THE
 KA1765'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BRAZIL 1947.
 KA1765'
 KA1765'REFERENCE MARK NO. 1 IS 119.00 FEET SOUTHEAST OF THE STATION AND 13
 KA1765'FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1765'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BRAZIL NO 1 1947.
 KA1765'
 KA1765'REFERENCE MARK NO. 2 IS 100.14 FEET SOUTHWEST OF THE STATION AND 13
 KA1765'FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1765'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BRAZIL NO 2 1947.
 KA1765'
 KA1765'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHWEST OF THE STATION VIA STATE
 KA1765'HIGHWAY 59, 33 FEET WEST OF JUNCTION OF HIGHWAY 59 WITH MAIN PARK
 KA1765'ENTRANCE ROAD, AND 2 FEET SOUTH OF A WITNESS POST. THE MARK PROJECTS
 KA1765'6 INCHES, AND THE DISK IS STAMPED BRAZIL 1947.
 KA1765'
 KA1765'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 KA1765
 KA1765                          STATION RECOVERY (1960)
 KA1765
 KA1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KA1765'STATION NOT FOUND.
 KA1765'
 KA1765'IT APPEARS THAT ABOUT 4 INCHES OF THE SURFACE SOIL HAS BEEN REMOVED
 KA1765'DURING CONSTRUCTION OF THE GUARD ARMORY. THE OFFICER IN CHARGE
 KA1765'DOES NOT REMEMBER EVER SEEING IT AND WAS ALSO IN CHARGE AT THE TIME
 KA1765'OF CONSTRUCTION. MEASUREMENTS WERE TAKEN AND AT THE POINT
 KA1765'LOCATED, THE POST SHOULD HAVE BEEN FROM 4-6 INCHES ABOVE THE GROUND.
 KA1765
 KA1765                          STATION RECOVERY (1971)
 KA1765
 KA1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1765'REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE
 KA1765'AZIMUTH MARK WAS FOUND WITH THE TOP SHEARED OFF AND THE DISK GONE.
 KA1765'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 KA1765'BY GRADING FOR NEW HOUSE.  BY USING THE MEASUREMENT FROM THE
 KA1765'HIGHWAY AND THE CENTERLINE OF THE GRADED ROAD A SEARCH WAS MADE FOR
 KA1765'THE STATION MARK BUT THOUGHT TO EITHER BE UNDER PAVEMENT OF
 KA1765'PARKING LOT OR DESTROYED.
 KA1765'
 KA1765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BRAZIL.
 KA1765
 KA1765                          STATION RECOVERY (1982)
 KA1765
 KA1765'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1765'BRAZIL 1947 PROBABLY UNDER BLACKTOP PARKING AREA.
 KA1765'
 KA1765'R.M. NO. 1 PROBABLY UNDER BLACKTOP ROAD AND/OR DESTROYED.
 KA1765'
 KA1765'R.M. NO. 2 PROBABLY DESTROYED/IN WHITE ROCK DRIVE.
 KA1765'
 KA1765'BRAZIL AZIMUTH BRASS CAP KNOCKED OFF BY MOWING MACHINE.  STEM STILL
 KA1765'IN CONCRETE.
 KA1765'
 KA1765'AZ. REF. PROJECTS 1 INCHES 33.3 FT. S 85 E TO INT. ES HWY. 59 AND
 KA1765'FOREST PARK DRIVE.
 KA1765'55.0 FT. N 2 W TO 28 INCHES 0 MANHOLE COVER 57.5 FT. N 10 W TO 14
 KA1765'INCH PINE.
 KA1765'
 KA1765'DISTANCE AND DIRECTION FROM NEAREST TOWN--BRAZIL 0.85 MILE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1766 ***********************************************************************
 KA1766  DESIGNATION -  BRAZIL ANNUNCIATION CATH CH
 KA1766  PID         -  KA1766
 KA1766  STATE/COUNTY-  IN/CLAY
 KA1766  COUNTRY     -  US
 KA1766  USGS QUAD   -  BRAZIL EAST (2019)
 KA1766
 KA1766                         *CURRENT SURVEY CONTROL
 KA1766  ______________________________________________________________________
 KA1766* NAD 83(1997) POSITION- 39 31 31.15644(N) 087 07 13.66999(W)   ADJUSTED
 KA1766  ______________________________________________________________________
 KA1766  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KA1766  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 KA1766  HORZ ORDER      -  THIRD
 KA1766
 KA1766.The horizontal coordinates were established by classical geodetic methods
 KA1766.and adjusted by the National Geodetic Survey in May 1999.
 KA1766
 KA1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1766.GEOID18 height accuracy estimate available here.
 KA1766
 KA1766.Click photographs - Photos may exist for this station.
 KA1766
 KA1766.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1766
 KA1766. The following values were computed from the NAD 83(1997) position.
 KA1766
 KA1766;                    North         East     Units Scale Factor Converg.
 KA1766;SPC IN W     -   474,816.432   896,807.540   MT  0.99996679   -0 01 25.1
 KA1766;SPC IN W     - 1,557,793.58  2,942,276.07   sFT  0.99996679   -0 01 25.1
 KA1766;UTM  16      - 4,375,081.607   489,646.392   MT  0.99960132   -0 04 36.0
 KA1766
 KA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8964675081(NAD 83)
 KA1766
 KA1766                          SUPERSEDED SURVEY CONTROL
 KA1766
 KA1766  NAD 83(1986)-  39 31 31.16108(N)    087 07 13.66215(W) AD(       ) 3
 KA1766  NAD 27      -  39 31 31.02200(N)    087 07 13.59900(W) AD(       ) 3
 KA1766
 KA1766.Superseded values are not recommended for survey control.
 KA1766
 KA1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1766.See file dsdata.pdf to determine how the superseded data were derived.
 KA1766
 KA1766_MARKER: 90 = CHURCH SPIRE
 KA1766
 KA1766  HISTORY     - Date     Condition        Report By
 KA1766  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1766  HISTORY     - 20051230 GOOD             GEOCAC
 KA1766
 KA1766                          STATION DESCRIPTION
 KA1766
 KA1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1766'THIS IS AN INTERSECTION STATION.
 KA1766'
 KA1766'THE CHURCH IS LOCATED ON THE EAST SIDE OF ALABAMA STREET IN BRAZIL,
 KA1766'0.3 MILE EAST OF THE POST OFFICE, AND ABOUT 175 FEET NORTH OF
 KA1766'U.S. HIGHWAY 40. IT IS A CONCRETE BLOCK BUILDING, AND ITS SPIRE IS
 KA1766'ABOUT 125 FEET HIGH.
 KA1766'
 KA1766'THE POINT INTERSECTED WAS THE TOP OF THE SPIRE.
 KA1766
 KA1766                          STATION RECOVERY (2005)
 KA1766
 KA1766'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1763 ***********************************************************************
 KA1763  DESIGNATION -  BRAZIL CAR NA VAR CO STACK
 KA1763  PID         -  KA1763
 KA1763  STATE/COUNTY-  IN/CLAY
 KA1763  COUNTRY     -  US
 KA1763  USGS QUAD   -  BRAZIL EAST (2019)
 KA1763
 KA1763                         *CURRENT SURVEY CONTROL
 KA1763  ______________________________________________________________________
 KA1763* NAD 83(1997) POSITION- 39 31 36.30856(N) 087 06 18.39749(W)   ADJUSTED
 KA1763  ______________________________________________________________________
 KA1763  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA1763  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 KA1763  HORZ ORDER      -  THIRD
 KA1763
 KA1763.The horizontal coordinates were established by classical geodetic methods
 KA1763.and adjusted by the National Geodetic Survey in May 1999.
 KA1763
 KA1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1763.GEOID18 height accuracy estimate available here.
 KA1763
 KA1763.Click photographs - Photos may exist for this station.
 KA1763
 KA1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1763
 KA1763. The following values were computed from the NAD 83(1997) position.
 KA1763
 KA1763;                    North         East     Units Scale Factor Converg.
 KA1763;SPC IN W     -   474,974.889   898,127.660   MT  0.99996671   -0 00 49.9
 KA1763;SPC IN W     - 1,558,313.45  2,946,607.16   sFT  0.99996671   -0 00 49.9
 KA1763;UTM  16      - 4,375,238.784   490,966.175   MT  0.99960100   -0 04 00.8
 KA1763
 KA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9096675238(NAD 83)
 KA1763
 KA1763                          SUPERSEDED SURVEY CONTROL
 KA1763
 KA1763  NAD 83(1986)-  39 31 36.31304(N)    087 06 18.38975(W) AD(       ) 3
 KA1763  NAD 27      -  39 31 36.17700(N)    087 06 18.32000(W) AD(       ) 3
 KA1763
 KA1763.Superseded values are not recommended for survey control.
 KA1763
 KA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1763.See file dsdata.pdf to determine how the superseded data were derived.
 KA1763
 KA1763_MARKER: 63 = STACK
 KA1763
 KA1763  HISTORY     - Date     Condition        Report By
 KA1763  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1763
 KA1763                          STATION DESCRIPTION
 KA1763
 KA1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1763'THIS IS AN INTERSECTION STATION.
 KA1763'
 KA1763'THE STACK IS LOCATED 1.2 MILES EAST OF THE POST OFFICE IN BRAZIL ON
 KA1763'THE GROUNDS OF THE CAR-NA-VAR MANUFACTURING COMPANY AND 20
 KA1763'FEET SOUTH OF THE COMPANY ENTRANCE ROAD. IT IS A RED BRICK SMOKE
 KA1763'STACK 125 FEET HIGH.
 KA1763'
 KA1763'TO REACH FROM THE POST OFFICE IN BRAZIL, GO EAST ON U.S. HIGHWAY 40
 KA1763'FOR 1.2 MILES TO THE CAR-NA-VAR COMPANY ENTRANCE ON RIGHT. TURN
 KA1763'RIGHT AND GO 0.2 MILE TO STACK ON LEFT.
 KA1763'
 KA1763'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1768 ***********************************************************************
 KA1768  DESIGNATION -  BRAZIL CAR NA VAR CO TANK
 KA1768  PID         -  KA1768
 KA1768  STATE/COUNTY-  IN/CLAY
 KA1768  COUNTRY     -  US
 KA1768  USGS QUAD   -  BRAZIL EAST (2019)
 KA1768
 KA1768                         *CURRENT SURVEY CONTROL
 KA1768  ______________________________________________________________________
 KA1768* NAD 83(1997) POSITION- 39 31 35.78666(N) 087 06 19.49841(W)   ADJUSTED
 KA1768  ______________________________________________________________________
 KA1768  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA1768  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 KA1768  HORZ ORDER      -  THIRD
 KA1768
 KA1768.The horizontal coordinates were established by classical geodetic methods
 KA1768.and adjusted by the National Geodetic Survey in May 1999.
 KA1768
 KA1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1768.GEOID18 height accuracy estimate available here.
 KA1768
 KA1768.Click photographs - Photos may exist for this station.
 KA1768
 KA1768.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1768
 KA1768. The following values were computed from the NAD 83(1997) position.
 KA1768
 KA1768;                    North         East     Units Scale Factor Converg.
 KA1768;SPC IN W     -   474,958.800   898,101.363   MT  0.99996671   -0 00 50.6
 KA1768;SPC IN W     - 1,558,260.66  2,946,520.89   sFT  0.99996671   -0 00 50.6
 KA1768;UTM  16      - 4,375,222.726   490,939.873   MT  0.99960101   -0 04 01.5
 KA1768
 KA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9093975222(NAD 83)
 KA1768
 KA1768                          SUPERSEDED SURVEY CONTROL
 KA1768
 KA1768  NAD 83(1986)-  39 31 35.79114(N)    087 06 19.49068(W) AD(       ) 3
 KA1768  NAD 27      -  39 31 35.65500(N)    087 06 19.42100(W) AD(       ) 3
 KA1768
 KA1768.Superseded values are not recommended for survey control.
 KA1768
 KA1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1768.See file dsdata.pdf to determine how the superseded data were derived.
 KA1768
 KA1768_MARKER: 53 = ELEVATED TANK
 KA1768
 KA1768  HISTORY     - Date     Condition        Report By
 KA1768  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1768
 KA1768                          STATION DESCRIPTION
 KA1768
 KA1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1768'THIS IS AN INTERSECTION STATION.
 KA1768'
 KA1768'THE TANK IS LOCATED 1.2 MILES EAST OF THE POST OFFICE IN BRAZIL ON
 KA1768'THE GROUNDS OF THE CAR-NA-VAR MANUFACTURING COMPANY. IT IS
 KA1768'70 FEET SOUTH OF THE COMPANY ENTRANCE ROAD. IT IS A 4-LEGGED, STEEL
 KA1768'STRUCTURE, 125 FEET HIGH, PAINTED SILVER, AND HAS THE CAPACITY OF
 KA1768'40,000 GALLONS.
 KA1768'
 KA1768'TO REACH FROM THE POST OFFICE IN BRAZIL, GO EAST ON U.S. HIGHWAY 40
 KA1768'FOR 1.2 MILES TO THE CAR-NA-VAR COMPANY ENTRANCE ON RIGHT. TURN
 KA1768'RIGHT AND GO 0.2 MILE TO WATER TANK ON LEFT.
 KA1768'
 KA1768'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1767 ***********************************************************************
 KA1767  DESIGNATION -  BRAZIL COUNTY COURTHOUSE DOME
 KA1767  PID         -  KA1767
 KA1767  STATE/COUNTY-  IN/CLAY
 KA1767  COUNTRY     -  US
 KA1767  USGS QUAD   -  BRAZIL EAST (2019)
 KA1767
 KA1767                         *CURRENT SURVEY CONTROL
 KA1767  ______________________________________________________________________
 KA1767* NAD 83(1997) POSITION- 39 31 28.29304(N) 087 07 09.87967(W)   ADJUSTED
 KA1767  ______________________________________________________________________
 KA1767  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KA1767  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 KA1767  HORZ ORDER      -  THIRD
 KA1767
 KA1767.The horizontal coordinates were established by classical geodetic methods
 KA1767.and adjusted by the National Geodetic Survey in May 1999.
 KA1767
 KA1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1767.GEOID18 height accuracy estimate available here.
 KA1767
 KA1767.Click photographs - Photos may exist for this station.
 KA1767
 KA1767.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1767
 KA1767. The following values were computed from the NAD 83(1997) position.
 KA1767
 KA1767;                    North         East     Units Scale Factor Converg.
 KA1767;SPC IN W     -   474,728.090   896,898.029   MT  0.99996679   -0 01 22.7
 KA1767;SPC IN W     - 1,557,503.74  2,942,572.95   sFT  0.99996679   -0 01 22.7
 KA1767;UTM  16      - 4,374,993.214   489,736.766   MT  0.99960130   -0 04 33.6
 KA1767
 KA1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8973674993(NAD 83)
 KA1767
 KA1767                          SUPERSEDED SURVEY CONTROL
 KA1767
 KA1767  NAD 83(1986)-  39 31 28.29764(N)    087 07 09.87186(W) AD(       ) 3
 KA1767  NAD 27      -  39 31 28.16000(N)    087 07 09.80800(W) AD(       ) 3
 KA1767
 KA1767.Superseded values are not recommended for survey control.
 KA1767
 KA1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1767.See file dsdata.pdf to determine how the superseded data were derived.
 KA1767
 KA1767_MARKER: 87 = DOME
 KA1767
 KA1767  HISTORY     - Date     Condition        Report By
 KA1767  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1767  HISTORY     - 20051230 GOOD             GEOCAC
 KA1767
 KA1767                          STATION DESCRIPTION
 KA1767
 KA1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1767'THIS IS AN INTERSECTION STATION.
 KA1767'
 KA1767'THE COURTHOUSE IS LOCATED ON U.S. HIGHWAY 40 AND IS BOUND ON THE EAST
 KA1767'SIDE BY HARRISON STREET AND ON THE WEST SIDE BY ALABAMA STREET.
 KA1767'IT IS A LARGE, GRAY STONE BUILDING WITH A DOME WHICH EXTENDS TO A
 KA1767'HEIGHT OF ABOUT 115 FEET.
 KA1767'
 KA1767'THE POINT INTERSECTED WAS THE TOP OF THE DOME.
 KA1767
 KA1767                          STATION RECOVERY (2005)
 KA1767
 KA1767'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2278 ***********************************************************************
 ME2278  DESIGNATION -  BREMEN
 ME2278  PID         -  ME2278
 ME2278  STATE/COUNTY-  IN/MARSHALL
 ME2278  COUNTRY     -  US
 ME2278  USGS QUAD   -  BREMEN (2019)
 ME2278
 ME2278                         *CURRENT SURVEY CONTROL
 ME2278  ______________________________________________________________________
 ME2278* NAD 83(1997) POSITION- 41 26 43.81071(N) 086 09 05.08716(W)   ADJUSTED
 ME2278* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 ME2278  ______________________________________________________________________
 ME2278  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME2278  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 ME2278  HORZ ORDER      -  SECOND
 ME2278
 ME2278.The horizontal coordinates were established by classical geodetic methods
 ME2278.and adjusted by the National Geodetic Survey in May 1999.
 ME2278
 ME2278.The orthometric height was scaled from a topographic map.
 ME2278
 ME2278.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2278.GEOID18 height accuracy estimate available here.
 ME2278
 ME2278.Click photographs - Photos may exist for this station.
 ME2278
 ME2278.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2278
 ME2278. The following values were computed from the NAD 83(1997) position.
 ME2278
 ME2278;                    North         East     Units Scale Factor Converg.
 ME2278;SPC IN E     -   688,146.735    59,492.907   MT  0.99998685   -0 19 15.1
 ME2278;SPC IN E     - 2,257,694.75    195,186.31   sFT  0.99998685   -0 19 15.1
 ME2278;UTM  16      - 4,588,561.503   570,885.083   MT  0.99966184   +0 33 42.2
 ME2278
 ME2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2278!SPC IN E     -   0.99996486  x   0.99998685  =   0.99995171
 ME2278!UTM  16      -   0.99996486  x   0.99966184  =   0.99962671
 ME2278
 ME2278:                Primary Azimuth Mark                     Grid Az
 ME2278:SPC IN E     -  BREMEN AZ MK                             272 10 27.1
 ME2278:UTM  16      -  BREMEN AZ MK                             271 17 29.8
 ME2278
 ME2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7088588561(NAD 83)
 ME2278
 ME2278|---------------------------------------------------------------------|
 ME2278| PID    Reference Object                     Distance      Geod. Az  |
 ME2278|                                                           dddmmss.s |
 ME2278| ME2279 BREMEN MUNICIPAL STANDPIPE          309.714 METERS 07908     |
 ME2278| ME2280 BREMEN ST PAULS LUTH CH SPIRE       APPROX. 0.6 KM 0892225.3 |
 ME2278| CM2814 BREMEN RM 1                          26.692 METERS 16441     |
 ME2278| CM2813 BREMEN AZ MK                                       2715112.0 |
 ME2278| CM2815 BREMEN RM 2                          26.106 METERS 28632     |
 ME2278|---------------------------------------------------------------------|
 ME2278
 ME2278                          SUPERSEDED SURVEY CONTROL
 ME2278
 ME2278  NAD 83(1986)-  41 26 43.81450(N)    086 09 05.09482(W) AD(       ) 2
 ME2278  NAD 27      -  41 26 43.64280(N)    086 09 05.08400(W) AD(       ) 2
 ME2278
 ME2278.Superseded values are not recommended for survey control.
 ME2278
 ME2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2278.See file dsdata.pdf to determine how the superseded data were derived.
 ME2278
 ME2278_MARKER: DS = TRIANGULATION STATION DISK
 ME2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2278_STAMPING: BREMEN 1952
 ME2278_MARK LOGO: CGS
 ME2278_PROJECTION: FLUSH
 ME2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2278+STABILITY: SURFACE MOTION
 ME2278
 ME2278  HISTORY     - Date     Condition        Report By
 ME2278  HISTORY     - 1952     MONUMENTED       CGS
 ME2278  HISTORY     - 19940826 MARK NOT FOUND   USPSQD
 ME2278
 ME2278                          STATION DESCRIPTION
 ME2278
 ME2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2278'STATION IS LOCATED IN BREMEN AT THE NORTHEAST CORNER OF THE BREMEN
 ME2278'PUBLIC SCHOOL GROUNDS.  IT IS 0.1 MILE EAST OF THE SCHOOL BUILDING, 67
 ME2278'FEET SOUTHWEST OF THE INTERSECTION OF S. MARSHALL STREET AND W. SOUTH
 ME2278'STREET, 49 FEET WEST OF THE CENTER OF S.  MARSHALL STREET, 48 FEET
 ME2278'SOUTH OF THE CENTER OF W. SOUTH STREET AND 21 FEET SOUTH OF THE SOUTH
 ME2278'EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED BREMEN
 ME2278'1952.
 ME2278'
 ME2278'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF W. MARSHALL
 ME2278'STREET AND 23 FEET NORTHEAST OF A 10 INCH BEECH TREE.  THE MARK IS
 ME2278'FLUSH AND THE DISK IS STAMPED BREMEN NO 1 1952.
 ME2278'
 ME2278'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2278'AN OUTDOOR BASKETBALL COURT, 21 FEET SOUTH OF THE CENTER OF W. SOUTH
 ME2278'STREET AND 1 FOOT NORTH OF THE NORTH EDGE OF THE SIDEWALK.  THE MARK
 ME2278'IS FLUSH AND THE DISK IS STAMPED BREMEN NO 2 1952.
 ME2278'
 ME2278'AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO.
 ME2278'819, 30 FEET EAST OF THE CENTER OF A STREET, 22 FEET NORTH OF THE
 ME2278'CENTER OF W. SOUTH STREET AND 1 FOOT EAST OF A STOP SIGN.  THE MARK IS
 ME2278'FLUSH AND THE DISK IS STAMPED BREMEN 1952.
 ME2278'
 ME2278'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON W. SOUTH STREET
 ME2278'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2278'
 ME2278'HEIGHT OF LGHT ABOVE STATION MARK 34 METERS.
 ME2278
 ME2278                          STATION RECOVERY (1994)
 ME2278
 ME2278'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5377 ***********************************************************************
 DM5377  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5377  DESIGNATION -  BREMEN CORS ARP
 DM5377  CORS_ID     -  INBR
 DM5377  PID         -  DM5377
 DM5377  STATE/COUNTY-  IN/MARSHALL
 DM5377  COUNTRY     -  US
 DM5377  USGS QUAD   -  BREMEN (2019)
 DM5377
 DM5377                         *CURRENT SURVEY CONTROL
 DM5377  ______________________________________________________________________
 DM5377* NAD 83(2011) POSITION- 41 27 28.72581(N) 086 11 33.44203(W)   ADJUSTED
 DM5377* NAD 83(2011) ELLIP HT-   225.152 (meters)        (04/??/25)   ADJUSTED
 DM5377* NAD 83(2011) EPOCH   -  2010.00
 DM5377  ______________________________________________________________________
 DM5377  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 DM5377  NAD 83(2011) X  -    317,883.961 (meters)                     COMP
 DM5377  NAD 83(2011) Y  - -4,776,672.151 (meters)                     COMP
 DM5377  NAD 83(2011) Z  -  4,200,824.858 (meters)                     COMP
 DM5377
 DM5377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5377  Standards:
 DM5377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5377  -------------------------------------------------------------------
 DM5377  NETWORK    0.16   0.16           0.05   0.07   0.08     -0.39735300
 DM5377  -------------------------------------------------------------------
 DM5377
 DM5377.The coordinates were established by GPS observations
 DM5377.and adjusted by the National Geodetic Survey in April 2025.
 DM5377
 DM5377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5377.been affixed to the stable North American Tectonic Plate. 
 DM5377
 DM5377.The coordinates are valid at the epoch date displayed above
 DM5377.which is a decimal equivalence of Year/Month/Day.
 DM5377
 DM5377.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5377.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5377.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5377.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5377.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5377.published epoch of 2010.00.
 DM5377
 DM5377.Additional information on MYCS is available at:
 DM5377.https://geodesy.noaa.gov/CORS/index.shtml
 DM5377
 DM5377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5377.GEOID18 height accuracy estimate available here.
 DM5377
 DM5377.The PID for the CORS L1 Phase Center is DM5378.
 DM5377
 DM5377.Click photographs - Photos may exist for this station.
 DM5377
 DM5377.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5377
 DM5377.The ellipsoidal height was determined by GPS observations
 DM5377.and is referenced to NAD 83.
 DM5377
 DM5377. The following values were computed from the NAD 83(2011) position.
 DM5377
 DM5377;                    North         East     Units Scale Factor Converg.
 DM5377;SPC IN E     -   689,552.464    56,057.691   MT  0.99999042   -0 20 53.6
 DM5377;SPC IN E     - 2,262,306.71    183,915.94   sFT  0.99999042   -0 20 53.6
 DM5377;UTM  16      - 4,589,913.701   567,429.760   MT  0.99965595   +0 32 04.4
 DM5377
 DM5377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5377!SPC IN E     -   0.99996469  x   0.99999042  =   0.99995511
 DM5377!UTM  16      -   0.99996469  x   0.99965595  =   0.99962065
 DM5377
 DM5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6742989913(NAD 83)
 DM5377
 DM5377                          SUPERSEDED SURVEY CONTROL
 DM5377
 DM5377  NAD 83(2011)-  41 27 28.72593(N)    086 11 33.44201(W) AD(2010.00) c
 DM5377  ELLIP H (06/??/19)  225.152  (m)                       GP(2010.00) c c
 DM5377  NAD 83(2011)-  41 27 28.72595(N)    086 11 33.44201(W) AD(2010.00) c
 DM5377  ELLIP H (08/??/11)  225.144  (m)                       GP(2010.00) c c
 DM5377  NAD 83(CORS)-  41 27 28.72638(N)    086 11 33.44305(W) AD(2002.00) c
 DM5377  ELLIP H (02/??/11)  225.126  (m)                       GP(2002.00) c c
 DM5377
 DM5377.Superseded values are not recommended for survey control.
 DM5377
 DM5377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5377.See file dsdata.pdf to determine how the superseded data were derived.
 DM5377
 DM5377_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5377
 DM5377                          STATION DESCRIPTION
 DM5377
 DM5377'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5377'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5377'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5377'AND LOG FILES ACCESSIBLE AT:
 DM5377'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2279 ***********************************************************************
 ME2279  DESIGNATION -  BREMEN MUNICIPAL STANDPIPE
 ME2279  PID         -  ME2279
 ME2279  STATE/COUNTY-  IN/MARSHALL
 ME2279  COUNTRY     -  US
 ME2279  USGS QUAD   -  BREMEN (2019)
 ME2279
 ME2279                         *CURRENT SURVEY CONTROL
 ME2279  ______________________________________________________________________
 ME2279* NAD 83(1997) POSITION- 41 26 45.70389(N) 086 08 51.98413(W)   ADJUSTED
 ME2279  ______________________________________________________________________
 ME2279  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME2279  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 ME2279  HORZ ORDER      -  THIRD
 ME2279
 ME2279.The horizontal coordinates were established by classical geodetic methods
 ME2279.and adjusted by the National Geodetic Survey in May 1999.
 ME2279
 ME2279.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2279.GEOID18 height accuracy estimate available here.
 ME2279
 ME2279.Click photographs - Photos may exist for this station.
 ME2279
 ME2279.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2279
 ME2279. The following values were computed from the NAD 83(1997) position.
 ME2279
 ME2279;                    North         East     Units Scale Factor Converg.
 ME2279;SPC IN E     -   688,203.442    59,797.381   MT  0.99998655   -0 19 06.4
 ME2279;SPC IN E     - 2,257,880.79    196,185.24   sFT  0.99998655   -0 19 06.4
 ME2279;UTM  16      - 4,588,622.874   571,188.549   MT  0.99966237   +0 33 50.8
 ME2279
 ME2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7118888622(NAD 83)
 ME2279
 ME2279                          SUPERSEDED SURVEY CONTROL
 ME2279
 ME2279  NAD 83(1986)-  41 26 45.70772(N)    086 08 51.99179(W) AD(       ) 3
 ME2279  NAD 27      -  41 26 45.53600(N)    086 08 51.98300(W) AD(       ) 3
 ME2279
 ME2279.Superseded values are not recommended for survey control.
 ME2279
 ME2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2279.See file dsdata.pdf to determine how the superseded data were derived.
 ME2279
 ME2279_MARKER: 52 = STANDPIPE TANK
 ME2279
 ME2279  HISTORY     - Date     Condition        Report By
 ME2279  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2279  HISTORY     - 19940826 GOOD             USPSQD
 ME2279
 ME2279                          STATION DESCRIPTION
 ME2279
 ME2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2279'THE CENTER OF THE TOP OF THE BREMEN MUNI. STANDPIPE WHICH IS
 ME2279'100 FEET HIGH
 ME2279'PAINTED SILVER.  THE STANDPIPE IS LOCATED IN THE CENTER OF BREMEN,
 ME2279'200 FEET SOUTH OF THE
 ME2279'INTERSECTION OF W. PLYMOUTH STREET AND S. JACKSON STREET.
 ME2279
 ME2279                          STATION RECOVERY (1994)
 ME2279
 ME2279'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2280 ***********************************************************************
 ME2280  DESIGNATION -  BREMEN ST PAULS LUTH CH SPIRE
 ME2280  PID         -  ME2280
 ME2280  STATE/COUNTY-  IN/MARSHALL
 ME2280  COUNTRY     -  US
 ME2280  USGS QUAD   -  BREMEN (2019)
 ME2280
 ME2280                         *CURRENT SURVEY CONTROL
 ME2280  ______________________________________________________________________
 ME2280* NAD 83(1997) POSITION- 41 26 44.01520(N) 086 08 40.13399(W)   ADJUSTED
 ME2280  ______________________________________________________________________
 ME2280  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2280  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 ME2280  HORZ ORDER      -  THIRD
 ME2280
 ME2280.The horizontal coordinates were established by classical geodetic methods
 ME2280.and adjusted by the National Geodetic Survey in May 1999.
 ME2280
 ME2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2280.GEOID18 height accuracy estimate available here.
 ME2280
 ME2280.Click photographs - Photos may exist for this station.
 ME2280
 ME2280.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2280
 ME2280. The following values were computed from the NAD 83(1997) position.
 ME2280
 ME2280;                    North         East     Units Scale Factor Converg.
 ME2280;SPC IN E     -   688,149.823    60,072.158   MT  0.99998628   -0 18 58.6
 ME2280;SPC IN E     - 2,257,704.88    197,086.74   sFT  0.99998628   -0 18 58.6
 ME2280;UTM  16      - 4,588,573.509   571,464.030   MT  0.99966285   +0 33 58.7
 ME2280
 ME2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7146488573(NAD 83)
 ME2280
 ME2280                          SUPERSEDED SURVEY CONTROL
 ME2280
 ME2280  NAD 83(1986)-  41 26 44.01903(N)    086 08 40.14169(W) AD(       ) 3
 ME2280  NAD 27      -  41 26 43.84700(N)    086 08 40.13000(W) AD(       ) 3
 ME2280
 ME2280.Superseded values are not recommended for survey control.
 ME2280
 ME2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2280.See file dsdata.pdf to determine how the superseded data were derived.
 ME2280
 ME2280_MARKER: 90 = CHURCH SPIRE
 ME2280
 ME2280  HISTORY     - Date     Condition        Report By
 ME2280  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2280  HISTORY     - 19940826 GOOD             USPSQD
 ME2280
 ME2280                          STATION DESCRIPTION
 ME2280
 ME2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2280'THE CROSS AT THE TOP OF THE LUTHERAN CHURCH SPIRE WHICH IS
 ME2280'ABOUT 100 FEET
 ME2280'HIGH.  THE CHURCH IS LOCATED IN THE SOUTHEAST SECTION OF BREMEN, 100
 ME2280'FEET EAST OF THE INTERSECTION OF
 ME2280'E. SOUTH AND S. WASHINGTON STREETS.
 ME2280
 ME2280                          STATION RECOVERY (1994)
 ME2280
 ME2280'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2361 ***********************************************************************
 LA2361  DESIGNATION -  BRICE
 LA2361  PID         -  LA2361
 LA2361  STATE/COUNTY-  IN/JAY
 LA2361  COUNTRY     -  US
 LA2361  USGS QUAD   -  PORTLAND (2019)
 LA2361
 LA2361                         *CURRENT SURVEY CONTROL
 LA2361  ______________________________________________________________________
 LA2361* NAD 83(1997) POSITION- 40 26 00.70618(N) 084 52 57.59326(W)   ADJUSTED
 LA2361* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 LA2361  ______________________________________________________________________
 LA2361  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 LA2361  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 LA2361  HORZ ORDER      -  THIRD
 LA2361
 LA2361.The horizontal coordinates were established by classical geodetic methods
 LA2361.and adjusted by the National Geodetic Survey in May 1999.
 LA2361
 LA2361.The orthometric height was scaled from a topographic map.
 LA2361
 LA2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2361.GEOID18 height accuracy estimate available here.
 LA2361
 LA2361.Click photographs - Photos may exist for this station.
 LA2361
 LA2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2361
 LA2361. The following values were computed from the NAD 83(1997) position.
 LA2361
 LA2361;                    North         East     Units Scale Factor Converg.
 LA2361;SPC IN E     -   575,949.815   166,521.751   MT  1.00002112   +0 30 30.6
 LA2361;SPC IN E     - 1,889,595.35    546,330.11   sFT  1.00002112   +0 30 30.6
 LA2361;SPC OH N     -    87,919.277   397,852.779   MT  0.99999996   -1 33 55.1
 LA2361;SPC OH N     -   288,448.49  1,305,288.66   sFT  0.99999996   -1 33 55.1
 LA2361;UTM  16      - 4,478,029.286   679,593.506   MT  0.99999704   +1 22 24.9
 LA2361
 LA2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2361!SPC IN E     -   0.99996104  x   1.00002112  =   0.99998216
 LA2361!SPC OH N     -   0.99996104  x   0.99999996  =   0.99996100
 LA2361!UTM  16      -   0.99996104  x   0.99999704  =   0.99995808
 LA2361
 LA2361:                Primary Azimuth Mark                     Grid Az
 LA2361:SPC IN E     -  BRICE AZ MK                              091 34 45.2
 LA2361:SPC OH N     -  BRICE AZ MK                              093 39 10.9
 LA2361:UTM  16      -  BRICE AZ MK                              090 42 50.9
 LA2361
 LA2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7959378029(NAD 83)
 LA2361
 LA2361|---------------------------------------------------------------------|
 LA2361| PID    Reference Object                     Distance      Geod. Az  |
 LA2361|                                                           dddmmss.s |
 LA2361| CE5806 BRICE RM 1                           26.128 METERS 02905     |
 LA2361| CE5805 BRICE AZ MK                                        0920515.8 |
 LA2361| LA2359 JAY G 13 INHC                        52.392 METERS 14054     |
 LA2361|---------------------------------------------------------------------|
 LA2361
 LA2361                          SUPERSEDED SURVEY CONTROL
 LA2361
 LA2361  NAD 83(1995)-  40 26 00.70590(N)    084 52 57.59377(W) AD(       ) 3
 LA2361  NAD 83(1986)-  40 26 00.70868(N)    084 52 57.60944(W) AD(       ) 3
 LA2361  NAD 27      -  40 26 00.54370(N)    084 52 57.72910(W) AD(       ) 3
 LA2361
 LA2361.Superseded values are not recommended for survey control.
 LA2361
 LA2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2361.See file dsdata.pdf to determine how the superseded data were derived.
 LA2361
 LA2361_MARKER: DS = TRIANGULATION STATION DISK
 LA2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2361_STAMPING: BRICE 1955
 LA2361_MARK LOGO: CGS
 LA2361_PROJECTION: FLUSH
 LA2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2361+STABILITY: SURFACE MOTION
 LA2361
 LA2361  HISTORY     - Date     Condition        Report By
 LA2361  HISTORY     - 1955     MONUMENTED       CGS
 LA2361
 LA2361                          STATION DESCRIPTION
 LA2361
 LA2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2361'THE STATION IS LOCATED ABOUT 6 MILES WEST OF FORT RECOVERY, OHIO, 5
 LA2361'MILES EAST OF PORTLAND, 3 MILES NORTH-NORTHWEST OF SALAMONIA, 70 FEET
 LA2361'EAST OF THE SOUTHEAST CORNER OF A BARN, 61 FEET WEST OF THE CENTER OF
 LA2361'A GRAVEL ROAD, 56.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 26,
 LA2361'AND ON LAND OWNED BY MR. RAY W. BAILEY.
 LA2361'
 LA2361'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO EAST ON
 LA2361'STATE HIGHWAY 26 FOR 5.1 MILES TO A CROSS ROAD AND THE STATION IN THE
 LA2361'NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 LA2361'
 LA2361'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 LA2361'26 FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED BELOW.
 LA2361'
 LA2361'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2361'IS STAMPED BRICE 1955.
 LA2361'
 LA2361'REFERENCE MARK 1 IS 126 FEET NORTH OF THE CENTER OF STATE HIGHWAY 26,
 LA2361'45 FEET SOUTH OF MR. BAILEYS MAIL BOX, AND 15 FEET WEST OF THE CENTER
 LA2361'OF THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 LA2361'IS STAMPED BRICE NO 1 1955.
 LA2361'
 LA2361'A STATE HIGHWAY COMMISSION OF INDIANA BENCH MARK WAS USED AS REFERENCE
 LA2361'MARK 2.  THE MARK IS 78 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 47
 LA2361'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND 24 FEET SOUTH OF A
 LA2361'TELEPHONE POLE.  THE MARK IS A STANDARD STATE HIGHWAY COMMISSION OF
 LA2361'INDIANA SURVEY BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 LA2361'CONCRETE POST THAT PROJECTS 18 INCHES, AND THE DISK IS STAMPED JAY G
 LA2361'13.
 LA2361'
 LA2361'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8 FEET
 LA2361'WEST OF A POWERLINE POLE, 2 FEET WEST OF A WHITE 4 BY 4 IN. WITNESS
 LA2361'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES,
 LA2361'AND THE DISK IS STAMPED BRICE 1955.
 LA2361'
 LA2361'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2217 ***********************************************************************
 LA2217  DESIGNATION -  BRIDGE
 LA2217  PID         -  LA2217
 LA2217  STATE/COUNTY-  IN/WABASH
 LA2217  COUNTRY     -  US
 LA2217  USGS QUAD   -  PEORIA (2019)
 LA2217
 LA2217                         *CURRENT SURVEY CONTROL
 LA2217  ______________________________________________________________________
 LA2217* NAD 83(1997) POSITION- 40 39 57.29254(N) 085 54 06.04365(W)   ADJUSTED
 LA2217* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LA2217  ______________________________________________________________________
 LA2217  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 LA2217  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LA2217  HORZ ORDER      -  SECOND
 LA2217
 LA2217.The horizontal coordinates were established by classical geodetic methods
 LA2217.and adjusted by the National Geodetic Survey in May 1999.
 LA2217
 LA2217.The orthometric height was scaled from a topographic map.
 LA2217
 LA2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2217.GEOID18 height accuracy estimate available here.
 LA2217
 LA2217.Click photographs - Photos may exist for this station.
 LA2217
 LA2217.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2217
 LA2217. The following values were computed from the NAD 83(1997) position.
 LA2217
 LA2217;                    North         East     Units Scale Factor Converg.
 LA2217;SPC IN E     -   601,485.578    80,128.364   MT  0.99997153   -0 09 11.3
 LA2217;SPC IN E     - 1,973,373.93    262,887.81   sFT  0.99997153   -0 09 11.3
 LA2217;UTM  16      - 4,502,251.367   592,836.193   MT  0.99970608   +0 42 56.8
 LA2217
 LA2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2217!SPC IN E     -   0.99996713  x   0.99997153  =   0.99993866
 LA2217!UTM  16      -   0.99996713  x   0.99970608  =   0.99967322
 LA2217
 LA2217:                Primary Azimuth Mark                     Grid Az
 LA2217:SPC IN E     -  BRIDGE AZ MK                             177 37 25.2
 LA2217:UTM  16      -  BRIDGE AZ MK                             176 45 17.1
 LA2217
 LA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9283602251(NAD 83)
 LA2217
 LA2217|---------------------------------------------------------------------|
 LA2217| PID    Reference Object                     Distance      Geod. Az  |
 LA2217|                                                           dddmmss.s |
 LA2217| CC7874 BRIDGE RM 1                          28.380 METERS 12438     |
 LA2217| CC7873 BRIDGE AZ MK                                       1772813.9 |
 LA2217| CC7875 BRIDGE RM 2                          16.495 METERS 18429     |
 LA2217|---------------------------------------------------------------------|
 LA2217
 LA2217                          SUPERSEDED SURVEY CONTROL
 LA2217
 LA2217  NAD 83(1986)-  40 39 57.29641(N)    085 54 06.05632(W) AD(       ) 2
 LA2217  NAD 27      -  40 39 57.14750(N)    085 54 06.09480(W) AD(       ) 2
 LA2217
 LA2217.Superseded values are not recommended for survey control.
 LA2217
 LA2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2217.See file dsdata.pdf to determine how the superseded data were derived.
 LA2217
 LA2217_MARKER: DS = TRIANGULATION STATION DISK
 LA2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2217_STAMPING: BRIDGE 1948
 LA2217_MARK LOGO: CGS
 LA2217_PROJECTION: RECESSED 15 CENTIMETERS
 LA2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2217+STABILITY: SURFACE MOTION
 LA2217
 LA2217  HISTORY     - Date     Condition        Report By
 LA2217  HISTORY     - 1948     MONUMENTED       CGS
 LA2217  HISTORY     - 1961     GOOD             THOMAS
 LA2217
 LA2217                          STATION DESCRIPTION
 LA2217
 LA2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2217'THE STATION IS LOCATED 10 MILES SOUTHWEST OF WABASH AND 6 MILES EAST
 LA2217'OF SANTA FE ON PROPERTY OWNED BY MRS GRACE DICE.
 LA2217'
 LA2217'IT IS 51 FEET NORTHWEST OF THE INTERSECTION OF TWO GRAVEL ROADS, 37
 LA2217'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 27 FEET WEST OF THE CENTER
 LA2217'OF A GRAVEL ROAD, 23 FEET NORTHWEST OF A POWER LINE POLE AND 21 FEET
 LA2217'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS 6 INCHES BELOW THE
 LA2217'SURFACE OF THE GROUND AND THE DISK IS STAMPED BRIDGE 1948.
 LA2217'
 LA2217'REFERENCE MARK NO. 1 IS 93.11 FEET SOUTHEAST OF THE STATION.  IT IS 40
 LA2217'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 19 FEET SOUTH OF THE CENTER
 LA2217'OF A GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS
 LA2217'8 INCHES AND THE DISK IS STAMPED BRIDGE NO 2 1948.
 LA2217'
 LA2217'REFERENCE MARK NO. 2 IS 54.12 FEET SOUTH OF THE CENTER OF A GRAVEL
 LA2217'ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 LA2217'THE DISK IS STAMPED BRIDGE NO 2 1948.
 LA2217'
 LA2217'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 17 FEET EAST
 LA2217'OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A WHITE WITNESS POST
 LA2217'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 LA2217'DISK IS STAMPED BRIDGE 1948.
 LA2217'
 LA2217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 218 IN
 LA2217'SANTA FE GO NORTH ON HIGHWAY 21 FOR 1.0 MILE TO A T-ROAD RIGHT, TURN
 LA2217'RIGHT AND GO EAST ON THE T-ROAD FOR 4.75 MILES TO A GRAVEL CROSS ROAD
 LA2217'AND THE STATION ON THE LEFT AS DESCRIBED.
 LA2217'
 LA2217'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRAVEL ROAD
 LA2217'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2217'
 LA2217'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2217
 LA2217                          STATION RECOVERY (1961)
 LA2217
 LA2217'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA2217'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1491 ***********************************************************************
 MD1491  DESIGNATION -  BRIGHTON
 MD1491  PID         -  MD1491
 MD1491  STATE/COUNTY-  IN/LAGRANGE
 MD1491  COUNTRY     -  US
 MD1491  USGS QUAD   -  MONGO (2019)
 MD1491
 MD1491                         *CURRENT SURVEY CONTROL
 MD1491  ______________________________________________________________________
 MD1491* NAD 83(1997) POSITION- 41 43 19.17068(N) 085 20 05.95717(W)   ADJUSTED
 MD1491* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1491  ______________________________________________________________________
 MD1491  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 MD1491  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 MD1491  HORZ ORDER      -  SECOND
 MD1491
 MD1491.The horizontal coordinates were established by classical geodetic methods
 MD1491.and adjusted by the National Geodetic Survey in May 1999.
 MD1491
 MD1491.The orthometric height was scaled from a topographic map.
 MD1491
 MD1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1491.GEOID18 height accuracy estimate available here.
 MD1491
 MD1491.Click photographs - Photos may exist for this station.
 MD1491
 MD1491.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1491
 MD1491. The following values were computed from the NAD 83(1997) position.
 MD1491
 MD1491;                    North         East     Units Scale Factor Converg.
 MD1491;SPC IN E     -   718,793.747   127,598.205   MT  0.99997604   +0 13 14.7
 MD1491;SPC IN E     - 2,358,242.48    418,628.44   sFT  0.99997604   +0 13 14.7
 MD1491;SPC MI S     -    25,122.838 3,919,418.424   MT  1.00011088   -0 39 32.3
 MD1491;SPC MI S     -    82,424.01 12,858,984.33   iFT  1.00011088   -0 39 32.3
 MD1491;UTM  16      - 4,620,249.470   638,493.159   MT  0.99983603   +1 06 29.8
 MD1491
 MD1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1491!SPC IN E     -   0.99996163  x   0.99997604  =   0.99993767
 MD1491!SPC MI S     -   0.99996163  x   1.00011088  =   1.00007251
 MD1491!UTM  16      -   0.99996163  x   0.99983603  =   0.99979767
 MD1491
 MD1491:                Primary Azimuth Mark                     Grid Az
 MD1491:SPC IN E     -  BRIGHTON AZ MK                           356 18 32.4
 MD1491:SPC MI S     -  BRIGHTON AZ MK                           357 11 19.4
 MD1491:UTM  16      -  BRIGHTON AZ MK                           355 25 17.3
 MD1491
 MD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3849320249(NAD 83)
 MD1491
 MD1491|---------------------------------------------------------------------|
 MD1491| PID    Reference Object                     Distance      Geod. Az  |
 MD1491|                                                           dddmmss.s |
 MD1491| CC7877 BRIGHTON RM 1                        46.704 METERS 15233     |
 MD1491| CC7878 BRIGHTON RM 2                        31.909 METERS 26434     |
 MD1491| CC7876 BRIGHTON AZ MK                                     3563147.1 |
 MD1491|---------------------------------------------------------------------|
 MD1491
 MD1491                          SUPERSEDED SURVEY CONTROL
 MD1491
 MD1491  NAD 83(1995)-  41 43 19.17025(N)    085 20 05.95789(W) AD(       ) 2
 MD1491  NAD 83(1994)-  41 43 19.17029(N)    085 20 05.95868(W) AD(       ) 2
 MD1491  NAD 83(1986)-  41 43 19.17040(N)    085 20 05.96430(W) AD(       ) 2
 MD1491  NAD 27      -  41 43 18.98820(N)    085 20 06.04840(W) AD(       ) 2
 MD1491
 MD1491.Superseded values are not recommended for survey control.
 MD1491
 MD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1491.See file dsdata.pdf to determine how the superseded data were derived.
 MD1491
 MD1491_MARKER: DS = TRIANGULATION STATION DISK
 MD1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1491_STAMPING: BRIGHTON 1946
 MD1491_MARK LOGO: CGS
 MD1491_PROJECTION: FLUSH
 MD1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1491+STABILITY: SURFACE MOTION
 MD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1491+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2000
 MD1491
 MD1491  HISTORY     - Date     Condition        Report By
 MD1491  HISTORY     - 1946     MONUMENTED       CGS
 MD1491  HISTORY     - 1960     GOOD             CGS
 MD1491  HISTORY     - 19940728 GOOD             USPSQD
 MD1491  HISTORY     - 20000428 GOOD             INDNR
 MD1491
 MD1491                          STATION DESCRIPTION
 MD1491
 MD1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1491'STATION IS LOCATED IN THE NORTHEAST ANGLE OF STATE HIGHWAYS 120 AND 3
 MD1491'NORTH AND 1.35 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 120 AND 3
 MD1491'SOUTH IN BRIGHTON.  IT IS 121 FEET NORTHEAST OF THE INTERSECTION OF
 MD1491'THE TWO HIGHWAYS, 66 FEET EAST OF THE CENTERLINE OF HIGHWAY 3, 100
 MD1491'FEET NORTH OF THE CENTERLINE OF HIGHWAY 120 AND 15 FEET SOUTHWEST OF
 MD1491'THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRIGHTON 1946.
 MD1491'
 MD1491'REFERENCE MARK NO. 1 IS 153.23 FEET SOUTH OF THE STATION ON THE SOUTH
 MD1491'SIDE OF HIGHWAY 120.  IT IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 MD1491'HIGHWAY, 18 FEET WEST OF A FENCE CORNER AND ONE FOOT NORTH OF THE
 MD1491'SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD1491'DISK IS STAMPED BRIGHTON NO 1 1946.
 MD1491'
 MD1491'REFERENCE MARK NO. 2 IS 104.69 FEET WEST OF THE STATION ON THE WEST
 MD1491'SIDE OF HIGHWAY 3.  IT IS 38 FEET WEST OF THE CENTERLINE OF THE
 MD1491'HIGHWAY AND 40 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF HIGHWAY
 MD1491'120.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRIGHTON NO 2 1946.
 MD1491'
 MD1491'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 MD1491'STATE HIGHWAY 3.  IT IS 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MD1491'ONE FOOT EAST OF THE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 MD1491'THE MARK IS FLUSH AND THE DISK IS STAMPED BRIGHTON 1946.
 MD1491'
 MD1491'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1491
 MD1491                          STATION RECOVERY (1960)
 MD1491
 MD1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1491'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED WITH
 MD1491'EXCEPTIONS AND ADDENDA AS FOLLOWS.
 MD1491'
 MD1491'THE STATION UPPER MARK IS NOW 0.3 FOOT UNDERGROUND.
 MD1491'
 MD1491'REFERENCE MARK NO. 1 WAS MEASURED AS 0.03 FOOT LESS THAN ORIGINALLY,
 MD1491'137 FEET E OF THE PROJECTED CENTER LINE OF NO. 3 HIGHWAY FROM THE
 MD1491'NORTH, 36 FEET (INSTEAD OF THE GIVEN) S OF CENTER LINE OF NO. 120
 MD1491'HIGHWAY, AND NOW FLUSH.
 MD1491'
 MD1491'REFERENCE MARK NO. 2 WAS MEASURED AS 0.05 FOOT LESS THAN ORIGINALLY,
 MD1491'AND 39 FEET N OF N RIGHT-OF-WAY FENCE OR 89 FEET N OF CENTER LINE OF
 MD1491'18-FOOT ASPHALT PAVEMENT OF NO.  120. 120 HWY.  AND 1.5 FEET S OF
 MD1491'STEEL WITNESS POST.
 MD1491'
 MD1491'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ABOUT 145 YARDS N OF
 MD1491'FENCE T-INTERSECTION, 148 FEET S OF CENTER OF A 3-FOOT OAK, 40 FEET W
 MD1491'OF CENTER LINE OF HIGHWAY, 5 FEET S OF NO. 15 POLE OF U. T. CO.  INC.,
 MD1491'1-1/2 FEET S OF STEEL WITNESS POST, AND 1 FOOT E OF FENCE.
 MD1491
 MD1491                          STATION RECOVERY (1994)
 MD1491
 MD1491'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1491'RECOVERED IN GOOD CONDITION.
 MD1491
 MD1491                          STATION RECOVERY (2000)
 MD1491
 MD1491'RECOVERY NOTE BY IN DEPT OF NAT RES 2000 (RWW)
 MD1491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1918 ***********************************************************************
 KA1918  DESIGNATION -  BRIGHTWOOD
 KA1918  PID         -  KA1918
 KA1918  STATE/COUNTY-  IN/MARION
 KA1918  COUNTRY     -  US
 KA1918  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1918
 KA1918                         *CURRENT SURVEY CONTROL
 KA1918  ______________________________________________________________________
 KA1918* NAD 83(1997) POSITION- 39 49 31.02535(N) 086 06 27.76126(W)   ADJUSTED
 KA1918* NAVD 88 ORTHO HEIGHT -   234.28  (+/-2cm)      768.6   (feet) VERTCON3
 KA1918  ______________________________________________________________________
 KA1918  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 KA1918  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 KA1918  HORZ ORDER      -  SECOND
 KA1918  VERT ORDER      -  THIRD ? (See Below)
 KA1918
 KA1918.The horizontal coordinates were established by classical geodetic methods
 KA1918.and adjusted by the National Geodetic Survey in May 1999.
 KA1918
 KA1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1918
 KA1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1918.GEOID18 height accuracy estimate available here.
 KA1918
 KA1918.The vertical order pertains to the NGVD 29 superseded value.
 KA1918
 KA1918.Click photographs - Photos may exist for this station.
 KA1918
 KA1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1918
 KA1918. The following values were computed from the NAD 83(1997) position.
 KA1918
 KA1918;                    North         East     Units Scale Factor Converg.
 KA1918;SPC IN E     -   508,212.213    62,242.863   MT  0.99998421   -0 16 56.9
 KA1918;SPC IN E     - 1,667,359.57    204,208.46   sFT  0.99998421   -0 16 56.9
 KA1918;UTM  16      - 4,408,746.657   576,359.805   MT  0.99967178   +0 34 17.4
 KA1918
 KA1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1918!SPC IN E     -   0.99996853  x   0.99998421  =   0.99995274
 KA1918!UTM  16      -   0.99996853  x   0.99967178  =   0.99964032
 KA1918
 KA1918:                Primary Azimuth Mark                     Grid Az
 KA1918:SPC IN E     -  KEYSTONE                                 270 09 40.3
 KA1918:UTM  16      -  KEYSTONE                                 269 18 26.0
 KA1918
 KA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7635908746(NAD 83)
 KA1918
 KA1918|---------------------------------------------------------------------|
 KA1918| PID    Reference Object                     Distance      Geod. Az  |
 KA1918|                                                           dddmmss.s |
 KA1918| CC7880 BRIGHTWOOD RM                         9.900 METERS 24332     |
 KA1918| KA1925 KEYSTONE                            APPROX. 1.2 KM 2695243.4 |
 KA1918|---------------------------------------------------------------------|
 KA1918
 KA1918                          SUPERSEDED SURVEY CONTROL
 KA1918
 KA1918  NAD 83(1986)-  39 49 31.02717(N)    086 06 27.79065(W) AD(       ) 2
 KA1918  NAD 27      -  39 49 30.87800(N)    086 06 27.81600(W) AD(       ) 2
 KA1918  USSD        -  39 49 30.92800(N)    086 06 27.61100(W) AD(       ) 3
 KA1918  NGVD 29             234.42   (m)          769.1    (f) LEVELING    3  
 KA1918
 KA1918.Superseded values are not recommended for survey control.
 KA1918
 KA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1918.See file dsdata.pdf to determine how the superseded data were derived.
 KA1918
 KA1918_MARKER: DS = TRIANGULATION STATION DISK
 KA1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1918_STAMPING: BRIGHTWOOD 1920
 KA1918_MARK LOGO: CGS
 KA1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1918+STABILITY: SURFACE MOTION
 KA1918
 KA1918  HISTORY     - Date     Condition        Report By
 KA1918  HISTORY     - 1920     MONUMENTED       CGS
 KA1918  HISTORY     - 1937     MARK NOT FOUND   INHD
 KA1918  HISTORY     - 1955     MARK NOT FOUND   CGS
 KA1918  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1918  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1918  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA1918
 KA1918                          STATION DESCRIPTION
 KA1918
 KA1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1918'ABOUT 1-1/4 MILES W OF N EMERSON AVENUE ON THES EDGE OF THIRTY-EIGHT
 KA1918'STREET, 0.10 METER 0.33 FOOT N OF THE S EDGE OF THE CONCRETE
 KA1918'PAVING, 14.62 METERS 47.96 FEET S OF THE S AND NEAREST RAIL OF THE
 KA1918'TRACTION LINE, AND ABOUT 80 YARDS E OF A TRACTION STOP. THE
 KA1918'STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN THE CONCRETE
 KA1918'ROAD. THE REFERENCE MARK IS A BRONZE TABLET SET IN CONCRETE, AND
 KA1918'9.90 METERS 32.48 FEET FROM THE STATION S 63 DEG 32 MIN W.
 KA1918
 KA1918                          STATION RECOVERY (1937)
 KA1918
 KA1918'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1937 (CEV)
 KA1918'LETTER OF MR. C.E. VOGELGESANG, PLAN ENGR. STATE HIGHWAY COMMISSION
 KA1918'OF INDIANA, STATE HOUSE ANNEX,INDIANAPOLIS, IND.  1/19/37.
 KA1918'
 KA1918'STATION BRIGHTWOOD COULD NOT BE FOUND.
 KA1918
 KA1918                          STATION RECOVERY (1955)
 KA1918
 KA1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1918'THE STATION MARK AND REFERENCE MARK WERE NOT RECOVERED. EXTENSIVE
 KA1918'CHANGES HAVE TAKEN PLACE THRU THE YEARS AND ALL TIE POINTS
 KA1918'HAVE BEEN REMOVED. THE ROAD HAS BEEN WIDENED AND REPAVED. IT IS VERY
 KA1918'LIKELY THAT THE MARK, SET IN THE OLD CONCRETE ROAD, IS STILL IN
 KA1918'PLACE BUT IS NOW COVERED BY INCHES OF ASPHALT. THE INDIANA STATE
 KA1918'HIGHWAY COMMISSION, SURVEYS SECTION, LOCATED IN THE STATE
 KA1918'HOUSE ANNEX, WAS CONTACTED BECAUSE THEY HAVE TIED TO, AND PRESERVED
 KA1918'SOME MARKS IN THE AREA. THEY HAD NO RECORD OF THIS STATION.
 KA1918
 KA1918                          STATION RECOVERY (1959)
 KA1918
 KA1918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1918'STATION PROBABLY DESTROYED IN REBUILDING STREET.
 KA1918
 KA1918                          STATION RECOVERY (1975)
 KA1918
 KA1918'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1918'STATION AND REFERENCE DESTROYED.
 KA1918'
 KA1918'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE SIDE OF
 KA1918'INDIANAPOLIS.
 KA1918
 KA1918                          STATION RECOVERY (1995)
 KA1918
 KA1918'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1918'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1708 ***********************************************************************
 MD1708  DESIGNATION -  BRISTOL
 MD1708  PID         -  MD1708
 MD1708  STATE/COUNTY-  IN/ELKHART
 MD1708  COUNTRY     -  US
 MD1708  USGS QUAD   -  BRISTOL (2019)
 MD1708
 MD1708                         *CURRENT SURVEY CONTROL
 MD1708  ______________________________________________________________________
 MD1708* NAD 83(1997) POSITION- 41 42 29.74153(N) 085 51 03.49089(W)   ADJUSTED
 MD1708* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 MD1708  ______________________________________________________________________
 MD1708  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 MD1708  LAPLACE CORR    -          2.58  (seconds)                    DEFLEC18
 MD1708  HORZ ORDER      -  SECOND
 MD1708
 MD1708.The horizontal coordinates were established by classical geodetic methods
 MD1708.and adjusted by the National Geodetic Survey in May 1999.
 MD1708
 MD1708.The orthometric height was scaled from a topographic map.
 MD1708
 MD1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1708.GEOID18 height accuracy estimate available here.
 MD1708
 MD1708.Click photographs - Photos may exist for this station.
 MD1708
 MD1708.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1708
 MD1708. The following values were computed from the NAD 83(1997) position.
 MD1708
 MD1708;                    North         East     Units Scale Factor Converg.
 MD1708;SPC IN E     -   717,232.053    84,661.315   MT  0.99996956   -0 07 21.4
 MD1708;SPC IN E     - 2,353,118.83    277,759.66   sFT  0.99996956   -0 07 21.4
 MD1708;SPC MI S     -    24,223.323 3,876,456.362   MT  1.00011571   -1 00 36.4
 MD1708;SPC MI S     -    79,472.84 12,718,032.68   iFT  1.00011571   -1 00 36.4
 MD1708;UTM  16      - 4,618,023.461   595,594.122   MT  0.99971245   +0 45 52.4
 MD1708
 MD1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1708!SPC IN E     -   0.99996872  x   0.99996956  =   0.99993828
 MD1708!SPC MI S     -   0.99996872  x   1.00011571  =   1.00008443
 MD1708!UTM  16      -   0.99996872  x   0.99971245  =   0.99968118
 MD1708
 MD1708:                Primary Azimuth Mark                     Grid Az
 MD1708:SPC IN E     -  BELLOWS                                  018 59 51.1
 MD1708:SPC MI S     -  BELLOWS                                  019 53 06.1
 MD1708:UTM  16      -  BELLOWS                                  018 06 37.3
 MD1708
 MD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9559418023(NAD 83)
 MD1708
 MD1708|---------------------------------------------------------------------|
 MD1708| PID    Reference Object                     Distance      Geod. Az  |
 MD1708|                                                           dddmmss.s |
 MD1708| MD1730 BELLOWS                             APPROX. 6.0 KM 0185229.7 |
 MD1708| AH8209 BRISTOL RM 1                         28.055 METERS 07614     |
 MD1708| AH8208 BRISTOL RM 2                         26.827 METERS 34853     |
 MD1708| AH8207 BRISTOL AZ MK                                      3524707.5 |
 MD1708|---------------------------------------------------------------------|
 MD1708
 MD1708                          SUPERSEDED SURVEY CONTROL
 MD1708
 MD1708  NAD 83(1994)-  41 42 29.74215(N)    085 51 03.49332(W) AD(       ) 2
 MD1708  NAD 83(1986)-  41 42 29.74280(N)    085 51 03.49768(W) AD(       ) 2
 MD1708  NAD 27      -  41 42 29.56060(N)    085 51 03.51240(W) AD(       ) 2
 MD1708
 MD1708.Superseded values are not recommended for survey control.
 MD1708
 MD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1708.See file dsdata.pdf to determine how the superseded data were derived.
 MD1708
 MD1708_MARKER: DS = TRIANGULATION STATION DISK
 MD1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1708_STAMPING: BRISTOL 1947
 MD1708_MARK LOGO: CGS
 MD1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1708+STABILITY: SURFACE MOTION
 MD1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1708+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2003
 MD1708
 MD1708  HISTORY     - Date     Condition        Report By
 MD1708  HISTORY     - 1947     MONUMENTED       CGS
 MD1708  HISTORY     - 1967     GOOD             BRADY
 MD1708  HISTORY     - 1973     GOOD             BRADY
 MD1708  HISTORY     - 1979     GOOD             NGS
 MD1708  HISTORY     - 1980     GOOD             IN-039
 MD1708  HISTORY     - 19930111 GOOD             NGS
 MD1708  HISTORY     - 20030227 GOOD             INDNR
 MD1708
 MD1708                          STATION DESCRIPTION
 MD1708
 MD1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1708'THE STATION IS LOCATED 6 MILES EAST-NORTHEAST OF ELKHART, 2 MILES
 MD1708'WEST-SOUTHWEST OF BRISTOL AND 0.4 MILE SOUTH OF STATE HIGHWAY 120.  IT
 MD1708'IS 49 FEET EAST OF THE CENTER OF A NORTH-SOUTH LANE, 42 FEET SOUTH OF
 MD1708'THE SOUTH RAIL OF A RAILROAD TRACK AND 10-1/2 FEET NORTH OF A WHITE
 MD1708'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MD1708'BRISTOL 1947.
 MD1708'
 MD1708'REFERENCE MARK NO. 1 IS 92.02 FEET NORTHEAST OF THE STATION, 52 FEET
 MD1708'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK AND 1 FOOT NORTH OF A
 MD1708'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BRISTOL
 MD1708'NO 1 1947.
 MD1708'
 MD1708'REFERENCE MARK NO. 2 IS 87.97 FEET NORTH OF THE STATION, 40 FEET NORTH
 MD1708'OF THE NORTH RAIL OF A RAILROAD TRACK, 8 FEET EAST OF A FENCE CORNER
 MD1708'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE
 MD1708'DISK IS STAMPED BRISTOL NO 2 1947.
 MD1708'
 MD1708'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 115 FEET NORTHWEST
 MD1708'OF THE INTERSECTION OF STATE HIGHWAY 120 AND A GRAVEL ROAD LEADING
 MD1708'SOUTH, 50 FEET SOUTH OF THE ST. JOSEPH RIVER 26 FEET NORTH OF THE
 MD1708'CENTER OF HIGHWAY 120 AND 11 FEET SOUTH OF A WHITE WITNESS POST.  THE
 MD1708'MARK IS FLUSH AND THE DISK IS STAMPED BRISTOL 1947.
 MD1708'
 MD1708'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120 AND 15 IN
 MD1708'BRISTOL, GO WEST ON STATE HIGHWAY 120 FOR 2.15 MILES TO A GRAVEL ROAD
 MD1708'LEFT.  TURN LEFT AND GO 0.4 MILE TO THE STATION ON THE LEFT AS
 MD1708'DESCRIBED.
 MD1708'
 MD1708'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1708
 MD1708                          STATION RECOVERY (1967)
 MD1708
 MD1708'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1708'BRISTOL 1947 FOUND IN GOOD CONDITION.  NO SEARCH MADE FOR AZIMUTH MARK
 MD1708'OR REFERENCE MARKS.
 MD1708
 MD1708                          STATION RECOVERY (1973)
 MD1708
 MD1708'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 MD1708'BRISTOL 1947 FOUND IN GOOD CONDITION WITH WITNESS POST.  BRISTOL 1947
 MD1708'(AZIM) FOUND IN GOOD CONDITION.  WITNESS POST SET.  BRISTOL NO 1 1947
 MD1708'FOUND IN GOOD CONDITION.  WITNESS POST SET.  BRISTOL NO. 2 1947 FOUND
 MD1708'IN GOOD CONDITION.  WITNESS POST SET.  MARKS ACCESSIBLE.  PROPERTY
 MD1708'OWNER NOT CONTACTED.  AZIM MARK IS 155 FEET NW OF INTERSECTION OF
 MD1708'STATE ROAD 120 AND GRAVEL ROAD (COUNTY ROAD 21) LEADING SOUTH.
 MD1708'DISTANCE AND DIRECTION FROM NEAREST TOWN - 2 MILES SW OF BRISTOL.
 MD1708
 MD1708                          STATION RECOVERY (1979)
 MD1708
 MD1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MD1708'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.
 MD1708'THE DISTANCE TO RM 1 CHECKED.  RM 2 WAS LONGER BY 0.05 FT.  THE ANGLE
 MD1708'BETWEEN THE MARKS CHECKED.  THE AZIMUTH WAS OBSTRUCTED BY TREES.
 MD1708'THERE WAS NO REQUIRED DISTANCE TO ESTABLISH A NEW AZIMUTH MARK THAT
 MD1708'WOULD BE VISIBLE WITHOUT A GREAT AMOUNT OF CLEARING OF TREES.
 MD1708'
 MD1708'THE STATION IS ABOUT 2 MILES W OF BRISTOL, ALONG THE S SIDE OF RAIL
 MD1708'ROAD TRACKS AND ON THE RAILROAD RIGHT OF WAY.
 MD1708'
 MD1708'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 12 IN BRISTOL, GO
 MD1708'W ON HIGHWAY 12 FOR 1.9 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 MD1708'ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO S ON COUNTY ROAD 21 FOR
 MD1708'0.3 MILE TO RAILROAD TRACKS AND STATION AS DESCRIBED IN THE SE ANGLE.
 MD1708'
 MD1708'STATION MARKS ARE STANDARD DISKS STAMPED BRISTOL 1947.  THE SURFACE
 MD1708'MARK IS 42 FT S OF S RAIL OF RAILROAD TRACKS, 45 FT E OF THE
 MD1708'CENTERLINE OF ROAD 21, 7.5 FT N OF FENCE LINE, 4.0 FT S OF CENTER LINE
 MD1708'OF A TRACK ROAD AND 3.5 FT N OF A METAL WITNESS POST AND PROJECTS 3
 MD1708'INCHES.
 MD1708'
 MD1708'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRISTOL NO 1 1947.  IT IS
 MD1708'52 FT S OF THE RAILROAD TRACKS, 16 FT S OF CENTER LINE OF TRACK ROAD,
 MD1708'1 FT S OF FENCE AND 1 FT W OF A METAL WITNESS POST.  THE MARK PROJECTS
 MD1708'2 INCHES.
 MD1708'
 MD1708'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRISTOL NO 2 1947.  IT IS
 MD1708'32 FT E OF CENTERLINE OF ROAD 21, 8 FT E OF CORNER FENCE POST, 40 FT N
 MD1708'OF N RAIL OF RAILROAD TRACK, 16 FT W OF N ONE OF 2 DOUBLE POWER LINE
 MD1708'POLES, 1 FT S OF FENCE LINE AND 1 FT W OF A METAL WITNESS POST.  THE
 MD1708'MARK PROJECTS 2 INCHES.
 MD1708'
 MD1708'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRISTOL 1947.  IT IS 26 FT
 MD1708'N OF CENTER LINE OF HIGHWAY 12, 14 FT N OF A CONCRETE RIGHT OF WAY
 MD1708'POST, 26 FT SW OF A 18 INCH TREE, 23 FT W OF POWER LINE POLE AND 1 FT
 MD1708'S OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 MD1708
 MD1708                          STATION RECOVERY (1980)
 MD1708
 MD1708'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1708'BRISTOL 1947 RECOVERED GOOD.  MONUMENT IS IN VEHICLE TRAIL AND
 MD1708'FREQUENTLY RUN OVER BY F.W.D. VEHICLES.  BRISTOL NO. 1 1947 RECOVERED
 MD1708'GOOD.  BRISTOL NO. 2 1947 RECOVERED GOOD.  AZIMUTH MARK RECOVERED.
 MD1708'LINE OF SIGHT BETWEEN MONUMENT AND AZIMUTH MARK OBSTRUCTED BY OAK
 MD1708'TREES.  DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 MD1708'WEST-SOUTHWEST OF BRISTOL, INDIANA.
 MD1708
 MD1708                          STATION RECOVERY (1993)
 MD1708
 MD1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1708'2.8 KM (1.75 MI) WESTERLY ALONG STATE HIGHWAY 121 FROM THE POST OFFICE
 MD1708'IN BRIST0L, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG COUNTY ROAD 21,
 MD1708'28.0 M (91.9 FT) WEST-SOUTHWEST OF REFERENCE MARK 1, 26.8 M (87.9 FT)
 MD1708'SOUTH OF REFERENCE MARK 2, 12.9 M (42.3 FT) SOUTHEAST OF THE NEAR RAIL
 MD1708'OF THE CONRAIL RAILROAD, 15.4 M (50.5 FT) NORTHEAST OF THE EXTENDED
 MD1708'ROAD CENTER, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 MD1708'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.02
 MD1708'M (0.07 FT) ABOVE THE GROUND SURFACE.
 MD1708
 MD1708                          STATION RECOVERY (2003)
 MD1708
 MD1708'RECOVERY NOTE BY IN DEPT OF NAT RES 2003
 MD1708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1821 ***********************************************************************
 JA1821  DESIGNATION -  BRISTOW
 JA1821  PID         -  JA1821
 JA1821  STATE/COUNTY-  IN/PERRY
 JA1821  COUNTRY     -  US
 JA1821  USGS QUAD   -  BRISTOW (2019)
 JA1821
 JA1821                         *CURRENT SURVEY CONTROL
 JA1821  ______________________________________________________________________
 JA1821* NAD 83(1997) POSITION- 38 07 58.98500(N) 086 41 15.23605(W)   ADJUSTED
 JA1821* NAVD 88 ORTHO HEIGHT -   200.84  (+/-2cm)      658.9   (feet) VERTCON3
 JA1821  ______________________________________________________________________
 JA1821  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 JA1821  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 JA1821  HORZ ORDER      -  SECOND
 JA1821  VERT ORDER      -  THIRD ? (See Below)
 JA1821
 JA1821.The horizontal coordinates were established by classical geodetic methods
 JA1821.and adjusted by the National Geodetic Survey in May 1999.
 JA1821
 JA1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1821
 JA1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1821.GEOID18 height accuracy estimate available here.
 JA1821
 JA1821.The vertical order pertains to the NGVD 29 superseded value.
 JA1821
 JA1821.Click photographs - Photos may exist for this station.
 JA1821
 JA1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1821
 JA1821. The following values were computed from the NAD 83(1997) position.
 JA1821
 JA1821;                    North         East     Units Scale Factor Converg.
 JA1821;SPC IN W     -   320,335.935   934,697.268   MT  0.99998149   +0 14 39.8
 JA1821;SPC IN W     - 1,050,968.81  3,066,585.95   sFT  0.99998149   +0 14 39.8
 JA1821;UTM  16      - 4,220,623.615   527,381.306   MT  0.99960923   +0 11 34.5
 JA1821
 JA1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1821!SPC IN W     -   0.99997359  x   0.99998149  =   0.99995508
 JA1821!UTM  16      -   0.99997359  x   0.99960923  =   0.99958283
 JA1821
 JA1821:                Primary Azimuth Mark                     Grid Az
 JA1821:SPC IN W     -  BANDON                                   063 43 02.5
 JA1821:UTM  16      -  BANDON                                   063 46 07.8
 JA1821
 JA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2738120623(NAD 83)
 JA1821
 JA1821|---------------------------------------------------------------------|
 JA1821| PID    Reference Object                     Distance      Geod. Az  |
 JA1821|                                                           dddmmss.s |
 JA1821| JA1803 BANDON                              APPROX. 8.2 KM 0635742.3 |
 JA1821| CG7263 BRISTOW RM 3                          7.145 METERS 09059     |
 JA1821| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.19.4 KM 0915118.6 |
 JA1821| JA1810 MARCHAND LOOKOUT TOWER              APPROX. 9.8 KM 1341236.4 |
 JA1821| CG7261 BRISTOW RM 1                         31.900 METERS 17730     |
 JA1821| JA1822 BRISTOW ST JOHNS CATH CH SPIRE      135.584 METERS 18817     |
 JA1821| CG7260 BRISTOW AZ MK                                      2550715.6 |
 JA1821| CG7262 BRISTOW RM 2                                       27210     |
 JA1821|---------------------------------------------------------------------|
 JA1821
 JA1821                          SUPERSEDED SURVEY CONTROL
 JA1821
 JA1821  NAD 83(1993)-  38 07 58.98687(N)    086 41 15.23710(W) AD(       ) 2
 JA1821  NAD 83(1986)-  38 07 58.99186(N)    086 41 15.23987(W) AD(       ) 2
 JA1821  NAD 27      -  38 07 58.77300(N)    086 41 15.29200(W) AD(       ) 2
 JA1821  NGVD 29             200.92   (m)          659.2    (f) LEVELING    3  
 JA1821
 JA1821.Superseded values are not recommended for survey control.
 JA1821
 JA1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1821.See file dsdata.pdf to determine how the superseded data were derived.
 JA1821
 JA1821_MARKER: DS = TRIANGULATION STATION DISK
 JA1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1821_STAMPING: BRISTOW 1946
 JA1821_MARK LOGO: CGS
 JA1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1821+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 JA1821
 JA1821  HISTORY     - Date     Condition        Report By
 JA1821  HISTORY     - 1946     MONUMENTED       CGS
 JA1821  HISTORY     - 1970     GOOD             NGS
 JA1821  HISTORY     - 1970     GOOD             NGS
 JA1821  HISTORY     - 20130730 GOOD             GEOCAC
 JA1821
 JA1821                          STATION DESCRIPTION
 JA1821
 JA1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1821'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST OF BRISTOW, WHICH IS
 JA1821'ON STATE HIGHWAY 145, ABOUT 0.1 MILE NORTH OF ST JOHN CATHOLIC CHURCH,
 JA1821'227 FEET EAST OF THE INTERSECTION OF A GRAVEL ROAD TO THE CHURCH AND
 JA1821'THE MAIN ROAD, 31 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 21
 JA1821'FEET SOUTHWEST OF A FENCE CORNER AND 6.5 FEET SOUTHWEST OF A STANDARD
 JA1821'REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1821'BRISTOW 1946.
 JA1821'
 JA1821'REFERENCE MARK NO 1 IS 104.68 FEET SOUTH OF THE STATION AND 12 FEET
 JA1821'WEST OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JA1821'STAMPED BRISTOW NO 1 1946.
 JA1821'
 JA1821'REFERENCE MARK NO 2 IS 105.65 FEET WEST OF THE STATION AND 28 FEET
 JA1821'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES
 JA1821'AND THE DISK IS STAMPED BRISTOW NO 2 1946.
 JA1821'
 JA1821'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE STATION, 7
 JA1821'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 2 FEET NORTH OF A
 JA1821'STANDARD REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1821'STAMPED BRISTOW 1946.
 JA1821'
 JA1821'TO REACH THE STATION FROM THE BRIDGE IN BRISTOW, GO SOUTH ON STATE
 JA1821'HIGHWAY 145 FOR 0.9 MILE TO THE TOP OF A GRADE AND A SIDE ROAD LEFT,
 JA1821'GO LEFT FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT, THENCE STRAIGHT
 JA1821'AHEAD FOR 0.6 MILE TO A DRIVE LEADING TO A CHURCH, ENTER DRIVE THENCE
 JA1821'SHARP LEFT ACROSS FIELD TO THE STATION IN THE NORTHWEST CORNER.
 JA1821'
 JA1821'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1821
 JA1821                          STATION RECOVERY (1970)
 JA1821
 JA1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JA1821'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 JA1821'REFERENCE MARK 2 FOUND UPROOTED BY GRADING.  REFERENCE MARK 3 WAS SET.
 JA1821'DISTANCE TO REFERENCE MARK 1 CHECKED.  THE AZIMUTH MARK WAS FOUND
 JA1821'OBSTRUCTED BY TREES AND NEAR A GRADER DITCH.  IT IS POSSIBLE THAT THIS
 JA1821'MARK CAN BE RESET IN THE FALL OR WINTER WHEN THE LEAVES ARE GONE.
 JA1821'
 JA1821'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE ST ISIDORE CHURCH,
 JA1821'IN THE NORTHWEST CORNER OF THE CEMETERY, 1 FOOT EAST OF A METAL
 JA1821'WITNESS POST, 14 FEET WEST OF THE NORTH 1 OF 2, 8 INCH CEDAR TREES, 27
 JA1821'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 25 FEET NORTHWEST OF A
 JA1821'TELEPHONE POLE AND 8 FEET NORTH OF A 4 INCH PINE TREE.  THE MONUMENT
 JA1821'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRISTOW 1946.
 JA1821'
 JA1821'TO REACH THE STATION FROM THE BRIDGE AT THE SOUTH EDGE OF BRISTOW GO
 JA1821'SOUTH ON PAVED ROAD FOR 0.9 MILE TO THE TOP OF GRADE AND A SIDE ROAD
 JA1821'LEFT.  TURN LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 0.85 MILE TO
 JA1821'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY ON THE PAVED ROAD FOR
 JA1821'0.6 MILE TO THE CHURCH AND THE STATION ON THE RIGHT.
 JA1821'
 JA1821'REFERENCE MARK 1 IS 104 FEET NORTH-NORTHWEST OF A POWER POLE, 132 FEET
 JA1821'SOUTH OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTHWEST OF A 6 INCH
 JA1821'TREE, 28 FEET NORTH OF A 4 INCH PINE TREE.  THE MONUMENT PROJECTS 2
 JA1821'INCHES AND THE DISK IS STAMPED BRISTOW NO 1 1946.
 JA1821'
 JA1821'REFERENCE MARK 3 IS 9 FEET EAST OF THE CEDAR TREE, 20 FEET NORTHEAST
 JA1821'OF THE TELEPHONE POLE AND 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 JA1821'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRISTOW 1946 NO 3 1970.
 JA1821'
 JA1821'THE AZIMUTH MARK IS 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 JA1821'FOOT SOUTH OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 JA1821'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BRISTOW 1946.
 JA1821'
 JA1821'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1821
 JA1821                          STATION RECOVERY (1970)
 JA1821
 JA1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JA1821'ABOUT 2 MILES SOUTHEAST OF BRISTOW.
 JA1821'
 JA1821'THE STATION WAS VISITED TO SEE IF THE AZIMUTH MARK IS VISIBLE WITH THE
 JA1821'LEAVES GONE FROM THE TREES SO THAT A NEW ONE COULD BE SET SINCE THE
 JA1821'OLD MARK IS VERY NEAR A GRADER DITCH.  THE LINE OF SIGHT IS STILL
 JA1821'OBSTRUCTED BY TREES AND NOTHING COULD BE DONE.  THE 1970 RECOVERY NOTE
 JA1821'IS GOOD.
 JA1821
 JA1821                          STATION RECOVERY (2013)
 JA1821
 JA1821'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2190 ***********************************************************************
 LB2190  DESIGNATION -  BROOK
 LB2190  PID         -  LB2190
 LB2190  STATE/COUNTY-  IN/NEWTON
 LB2190  COUNTRY     -  US
 LB2190  USGS QUAD   -  GOODLAND (2019)
 LB2190
 LB2190                         *CURRENT SURVEY CONTROL
 LB2190  ______________________________________________________________________
 LB2190* NAD 83(1997) POSITION- 40 52 00.28408(N) 087 22 06.07618(W)   ADJUSTED
 LB2190* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 LB2190  ______________________________________________________________________
 LB2190  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 LB2190  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LB2190  HORZ ORDER      -  SECOND
 LB2190
 LB2190.The horizontal coordinates were established by classical geodetic methods
 LB2190.and adjusted by the National Geodetic Survey in May 1999.
 LB2190
 LB2190.The orthometric height was scaled from a topographic map.
 LB2190
 LB2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2190.GEOID18 height accuracy estimate available here.
 LB2190
 LB2190.Click photographs - Photos may exist for this station.
 LB2190
 LB2190.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2190
 LB2190. The following values were computed from the NAD 83(1997) position.
 LB2190
 LB2190;                    North         East     Units Scale Factor Converg.
 LB2190;SPC IN W     -   623,799.540   875,972.247   MT  0.99997377   -0 11 11.4
 LB2190;SPC IN W     - 2,046,582.32  2,873,918.95   sFT  0.99997377   -0 11 11.4
 LB2190;UTM  16      - 4,524,030.017   468,958.484   MT  0.99961186   -0 14 27.7
 LB2190
 LB2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2190!SPC IN W     -   0.99997402  x   0.99997377  =   0.99994779
 LB2190!UTM  16      -   0.99997402  x   0.99961186  =   0.99958589
 LB2190
 LB2190:                Primary Azimuth Mark                     Grid Az
 LB2190:SPC IN W     -  BEAVER                                   357 50 12.6
 LB2190:UTM  16      -  BEAVER                                   357 53 28.9
 LB2190
 LB2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6895824030(NAD 83)
 LB2190
 LB2190|---------------------------------------------------------------------|
 LB2190| PID    Reference Object                     Distance      Geod. Az  |
 LB2190|                                                           dddmmss.s |
 LB2190| CM2816 BROOK AZ MK                                        0382219.0 |
 LB2190| CM2817 BROOK RM 1                           28.401 METERS 11512     |
 LB2190| CM2818 BROOK RM 2                           26.115 METERS 20041     |
 LB2190| LB2189 BEAVER                              APPROX. 6.6 KM 3573901.2 |
 LB2190|---------------------------------------------------------------------|
 LB2190
 LB2190                          SUPERSEDED SURVEY CONTROL
 LB2190
 LB2190  NAD 83(1986)-  40 52 00.28940(N)    087 22 06.08538(W) AD(       ) 2
 LB2190  NAD 27      -  40 52 00.15500(N)    087 22 05.99210(W) AD(       ) 2
 LB2190
 LB2190.Superseded values are not recommended for survey control.
 LB2190
 LB2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2190.See file dsdata.pdf to determine how the superseded data were derived.
 LB2190
 LB2190_MARKER: DS = TRIANGULATION STATION DISK
 LB2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2190_STAMPING: BROOK 1947
 LB2190_MARK LOGO: CGS
 LB2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2190+STABILITY: SURFACE MOTION
 LB2190
 LB2190  HISTORY     - Date     Condition        Report By
 LB2190  HISTORY     - 1947     MONUMENTED       CGS
 LB2190  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB2190
 LB2190                          STATION DESCRIPTION
 LB2190
 LB2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2190'STATION IS LOCATED IN THE NORTHWEST SECTION OF BROOK, ONE BLOCK SOUTH
 LB2190'AND TWO BLOCKS WEST OF THE BROOK PUBLIC SCHOOL, AND ONE BLOCK NORTH
 LB2190'OF STATE HIGHWAY 16, ON THE WEST SIDE OF AN ABANDONED RAILROAD
 LB2190'RIGHT OF WAY.  IT IS 57 FEET NORTH OF THE CENTER OF A PAVED STREET,
 LB2190'49 FEET NORTHWEST OF POWER POLE NUMBER 701/574, 33 FEET EAST OF A
 LB2190'FENCE LINE, AND 7 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 LB2190'PROJECTS 4 INCHES AND THE DISK IS STAMPED BROOK 1947.
 LB2190'
 LB2190'REFERENCE MARK NO. 1 IS 93.18 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2190'53 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 19 FEET
 LB2190'NORTH OF THE CENTER OF THE PAVED STREET.  THE MARK PROJECTS 4
 LB2190'INCHES AND THE DISK IS STAMPED BROOK NO 1 1947.
 LB2190'
 LB2190'REFERENCE MARK NO. 2 IS 85.68 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2190'23 FEET SOUTH OF THE CENTER OF THE PAVED STREET, 1 FOOT NORTH OF AN
 LB2190'EAST-WEST FENCE LINE, AND 1 FOOT SOUTH OF THE SOUTH EDGE OF A
 LB2190'CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED BROOK
 LB2190'NO 2 1947.
 LB2190'
 LB2190'AZIMUTH MARK IS 0.15 NORTHEAST OF THE STATION.  IT IS 186 FEET
 LB2190'NORTHWEST OF THE NORTHWEST CORNER OF THE GYMNASIUM ON THE NORTH SIDE
 LB2190'OF THE BROOK PUBLIC SCHOOL, 36 FEET SOUTHWEST OF THE CENTER OF A
 LB2190'T-ROAD INTERSECTION, 6 FEET SOUTHWEST OF POWER POLE, 6 FEET WEST
 LB2190'OF A WHITE WITNESS POST, AND 1 FOOT WEST OF THE WEST EDGE OF A
 LB2190'CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED BROOK
 LB2190'1947.
 LB2190'
 LB2190'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2190
 LB2190                          STATION RECOVERY (2008)
 LB2190
 LB2190'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2190'RAILROAD GONE.  HOUSES BUILT ON OLD RIGHT OF WAY.  MARK PROBABLY
 LB2190'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3432 ***********************************************************************
 JZ3432  DESIGNATION -  BROOK
 JZ3432  PID         -  JZ3432
 JZ3432  STATE/COUNTY-  IN/HANCOCK
 JZ3432  COUNTRY     -  US
 JZ3432  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ3432
 JZ3432                         *CURRENT SURVEY CONTROL
 JZ3432  ______________________________________________________________________
 JZ3432* NAD 83(1997) POSITION- 39 54 10.20509(N) 085 55 27.04578(W)   ADJUSTED
 JZ3432* NAD 83(1997) ELLIP HT-   225.270 (meters)        (05/25/99)   ADJUSTED
 JZ3432* NAVD 88 ORTHO HEIGHT -   259.0   (meters)      850.    (feet) VERTCON3
 JZ3432  ______________________________________________________________________
 JZ3432  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 JZ3432  NAD 83(1997) X  -    348,261.257 (meters)                     COMP
 JZ3432  NAD 83(1997) Y  - -4,887,415.923 (meters)                     COMP
 JZ3432  NAD 83(1997) Z  -  4,069,859.643 (meters)                     COMP
 JZ3432  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JZ3432  HORZ ORDER      -  THIRD
 JZ3432  ELLP ORDER      -  FOURTH    CLASS I
 JZ3432
 JZ3432.This mark is at Indianapolis Brookside Airport (I21)
 JZ3432
 JZ3432.The horizontal coordinates were established by GPS observations
 JZ3432.and adjusted by the National Geodetic Survey in May 1999.
 JZ3432
 JZ3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3432
 JZ3432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3432.GEOID18 height accuracy estimate available here.
 JZ3432
 JZ3432.Click photographs - Photos may exist for this station.
 JZ3432
 JZ3432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3432
 JZ3432.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3432
 JZ3432.The ellipsoidal height was determined by GPS observations
 JZ3432.and is referenced to NAD 83.
 JZ3432
 JZ3432. The following values were computed from the NAD 83(1997) position.
 JZ3432
 JZ3432;                    North         East     Units Scale Factor Converg.
 JZ3432;SPC IN E     -   516,761.123    77,979.580   MT  0.99997263   -0 09 54.7
 JZ3432;SPC IN E     - 1,695,407.12    255,838.01   sFT  0.99997263   -0 09 54.7
 JZ3432;UTM  16      - 4,417,526.796   591,962.721   MT  0.99970411   +0 41 24.6
 JZ3432
 JZ3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3432!SPC IN E     -   0.99996466  x   0.99997263  =   0.99993729
 JZ3432!UTM  16      -   0.99996466  x   0.99970411  =   0.99966878
 JZ3432
 JZ3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9196217526(NAD 83)
 JZ3432
 JZ3432                          SUPERSEDED SURVEY CONTROL
 JZ3432
 JZ3432  NAD 83(1986)-  39 54 10.20548(N)    085 55 27.05789(W) AD(       ) 3
 JZ3432  NAD 27      -  39 54 10.04930(N)    085 55 27.12515(W) AD(       ) 3
 JZ3432  NGVD 29 (02/23/89)  259.2    (m)  RAPSU86  model used  GPS OBS        
 JZ3432
 JZ3432.Superseded values are not recommended for survey control.
 JZ3432
 JZ3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3432.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3432
 JZ3432_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3432_STAMPING: BROOK 1986
 JZ3432_MARK LOGO: NGS
 JZ3432_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3432+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ3432
 JZ3432  HISTORY     - Date     Condition        Report By
 JZ3432  HISTORY     - 1986     MONUMENTED       NGS
 JZ3432  HISTORY     - 1988     GOOD
 JZ3432  HISTORY     - 19880629 GOOD
 JZ3432  HISTORY     - 20090203 GOOD             IN-059
 JZ3432
 JZ3432                          STATION DESCRIPTION
 JZ3432
 JZ3432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3432'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHWEST OF ANDERSON,
 JZ3432'8.0 KM (4.95 MI) NORTHEAST OF INDIANAPOLIS, 7.2 KM (4.45 MI) SOUTH OF
 JZ3432'INTERSTATE HIGHWAY 69 AND AT THE INDIANAPOLIS BROOKSIDE AIRPARK.
 JZ3432'OWNERSHIP--FOSTER AVIATION CORPORATION, INDIANAPOLIS-BROOKSIDE
 JZ3432'AIRPORT, RT 1, BOX 365, MCCORDSVILLE, IN 46055, PHONE 317-335-2089.
 JZ3432'AIRPORT MANAGER IS MARY JOHNSON.
 JZ3432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 AND COUNTY
 JZ3432'ROAD 600W WHICH IS AT THE FLASHING LIGHT IN MCCORDSVILLE, GO
 JZ3432'NORTHEAST ON COUNTY ROAD 600W FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 JZ3432'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO
 JZ3432'AIRPORT OFFICE ON THE RIGHT.  FROM THE NORTH END OF AIRPORT OFFICE GO
 JZ3432'WESTERLY ALONG TAXIWAY FOR 0.32 KM (0.20 MI) TO END OF RUNWAY 36 AND
 JZ3432'THE STATION ON THE RIGHT.
 JZ3432'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---BROOK
 JZ3432'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3432'FLUSH WITH THE GROUND.  LOCATED 18.3 M (60.0 FT) SOUTH OF THE
 JZ3432'SOUTHEAST EDGE OF A TURNAROUND. 13.1 M (43.0 FT) EAST OF THE EAST
 JZ3432'EDGE OF RUNWAY 36 AND 1.2 M (3.9 FT) EAST OF STROBE LIGHT AND
 JZ3432'FIBERGLASS WITNESS POST.
 JZ3432'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3432'DESCRIBED BY D.A. BOWLING.
 JZ3432
 JZ3432                          STATION RECOVERY (1988)
 JZ3432
 JZ3432'RECOVERED 1988
 JZ3432'RECOVERED IN GOOD CONDITION.
 JZ3432
 JZ3432                          STATION RECOVERY (1988)
 JZ3432
 JZ3432'RECOVERED 1988
 JZ3432'RECOVERED IN GOOD CONDITION.
 JZ3432
 JZ3432                          STATION RECOVERY (2009)
 JZ3432
 JZ3432'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3433 ***********************************************************************
 JZ3433  DESIGNATION -  BROOK AZ MK
 JZ3433  PID         -  JZ3433
 JZ3433  STATE/COUNTY-  IN/HANCOCK
 JZ3433  COUNTRY     -  US
 JZ3433  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ3433
 JZ3433                         *CURRENT SURVEY CONTROL
 JZ3433  ______________________________________________________________________
 JZ3433* NAD 83(1997) POSITION- 39 54 38.72047(N) 085 55 28.89372(W)   ADJUSTED
 JZ3433* NAD 83(1997) ELLIP HT-   223.741 (meters)        (05/25/99)   ADJUSTED
 JZ3433* NAVD 88 ORTHO HEIGHT -   257.5   (meters)      845.    (feet) VERTCON3
 JZ3433  ______________________________________________________________________
 JZ3433  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 JZ3433  NAD 83(1997) X  -    348,177.287 (meters)                     COMP
 JZ3433  NAD 83(1997) Y  - -4,886,855.055 (meters)                     COMP
 JZ3433  NAD 83(1997) Z  -  4,070,533.329 (meters)                     COMP
 JZ3433  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 JZ3433  HORZ ORDER      -  THIRD
 JZ3433  ELLP ORDER      -  FOURTH    CLASS I
 JZ3433
 JZ3433.This mark is at Indianapolis Brookside Airport (I21)
 JZ3433
 JZ3433.The horizontal coordinates were established by GPS observations
 JZ3433.and adjusted by the National Geodetic Survey in May 1999.
 JZ3433
 JZ3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3433
 JZ3433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3433.GEOID18 height accuracy estimate available here.
 JZ3433
 JZ3433.Click photographs - Photos may exist for this station.
 JZ3433
 JZ3433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3433
 JZ3433.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3433
 JZ3433.The ellipsoidal height was determined by GPS observations
 JZ3433.and is referenced to NAD 83.
 JZ3433
 JZ3433. The following values were computed from the NAD 83(1997) position.
 JZ3433
 JZ3433;                    North         East     Units Scale Factor Converg.
 JZ3433;SPC IN E     -   517,640.706    77,938.226   MT  0.99997266   -0 09 56.0
 JZ3433;SPC IN E     - 1,698,292.88    255,702.33   sFT  0.99997266   -0 09 56.0
 JZ3433;UTM  16      - 4,418,405.428   591,908.255   MT  0.99970399   +0 41 23.9
 JZ3433
 JZ3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3433!SPC IN E     -   0.99996490  x   0.99997266  =   0.99993756
 JZ3433!UTM  16      -   0.99996490  x   0.99970399  =   0.99966890
 JZ3433
 JZ3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9190818405(NAD 83)
 JZ3433
 JZ3433                          SUPERSEDED SURVEY CONTROL
 JZ3433
 JZ3433  NAD 83(1986)-  39 54 38.72087(N)    085 55 28.90584(W) AD(       ) 3
 JZ3433  NAD 27      -  39 54 38.56500(N)    085 55 28.97301(W) AD(       ) 3
 JZ3433  NGVD 29 (02/23/89)  257.6    (m)  RAPSU86  model used  GPS OBS        
 JZ3433
 JZ3433.Superseded values are not recommended for survey control.
 JZ3433
 JZ3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3433.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3433
 JZ3433_MARKER: DZ = AZIMUTH MARK DISK
 JZ3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3433_STAMPING: BROOK 1986
 JZ3433_MARK LOGO: NGS
 JZ3433_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3433+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1988
 JZ3433
 JZ3433  HISTORY     - Date     Condition        Report By
 JZ3433  HISTORY     - 1986     MONUMENTED       NGS
 JZ3433  HISTORY     - 1988     GOOD
 JZ3433  HISTORY     - 19880616 GOOD
 JZ3433  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ3433
 JZ3433                          STATION DESCRIPTION
 JZ3433
 JZ3433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3433'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHWEST OF ANDERSON,
 JZ3433'8.0 KM (4.95 MI) NORTHEAST OF INDIANAPOLIS, 7.2 KM (4.45 MI) SOUTH OF
 JZ3433'INTERSTATE HIGHWAY 69 AND AT THE INDIANAPOLIS BROOKSIDE AIRPARK.
 JZ3433'OWNERSHIP--FOSTER AVIATION CORPORATION, INDIANAPOLIS-BROOKSIDE
 JZ3433'AIRPORT, RT 1, BOX 365, MCCORDSVILLE, IN 46055, PHONE 317-335-2089.
 JZ3433'AIRPORT MANAGER IS MARY JOHNSON.
 JZ3433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 AND COUNTY
 JZ3433'ROAD 600W WHICH IS AT THE FLASHING LIGHT IN MCCORDSVILLE, GO
 JZ3433'NORTHEAST ON COUNTY ROAD 600W FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 JZ3433'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO
 JZ3433'AIRPORT OFFICE ON THE RIGHT.  FROM THE NORTH END OF AIRPORT OFFICE GO
 JZ3433'WESTERLY ALONG TAXIWAY FOR 0.32 KM (0.20 MI) TO END OF RUNWAY 36.
 JZ3433'TURN RIGHT AND GO NORTH ALONG RUNWAY FOR 0.88 KM (0.55 MI) TO AN
 JZ3433'AIRPLANE TURNAROUND AND THE STATION ON THE LEFT.
 JZ3433'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BROOK
 JZ3433'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3433'FLUSH WITH THE GROUND.  LOCATED 21.3 M (69.9 FT) SOUTH FROM THE SOUTH
 JZ3433'EDGE OF A TURNAROUND AT THE END OF RUNWAY 18, 12.1 M (39.7 FT) WEST
 JZ3433'FROM WEST EDGE OF RUNWAY 18 AND 0.9 M (3.0 FT) WEST FROM A STROBE
 JZ3433'LIGHT AND FIBERGLASS WITNESS POST.
 JZ3433'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3433'DESCRIBED BY D.A. BOWLING.
 JZ3433
 JZ3433                          STATION RECOVERY (1988)
 JZ3433
 JZ3433'RECOVERED 1988
 JZ3433'RECOVERED IN GOOD CONDITION.
 JZ3433
 JZ3433                          STATION RECOVERY (1988)
 JZ3433
 JZ3433'RECOVERED 1988
 JZ3433'RECOVERED IN GOOD CONDITION.
 JZ3433
 JZ3433                          STATION RECOVERY (2009)
 JZ3433
 JZ3433'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3433'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2649 ***********************************************************************
 LB2649  DESIGNATION -  BROOKSTON
 LB2649  PID         -  LB2649
 LB2649  STATE/COUNTY-  IN/WHITE
 LB2649  COUNTRY     -  US
 LB2649  USGS QUAD   -  BROOKSTON (2019)
 LB2649
 LB2649                         *CURRENT SURVEY CONTROL
 LB2649  ______________________________________________________________________
 LB2649* NAD 83(1997) POSITION- 40 35 25.16397(N) 086 52 09.29018(W)   ADJUSTED
 LB2649* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2649  ______________________________________________________________________
 LB2649  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LB2649  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 LB2649  HORZ ORDER      -  SECOND
 LB2649
 LB2649.The horizontal coordinates were established by classical geodetic methods
 LB2649.and adjusted by the National Geodetic Survey in May 1999.
 LB2649
 LB2649.The orthometric height was scaled from a topographic map.
 LB2649
 LB2649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2649.GEOID18 height accuracy estimate available here.
 LB2649
 LB2649.Click photographs - Photos may exist for this station.
 LB2649
 LB2649.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2649
 LB2649. The following values were computed from the NAD 83(1997) position.
 LB2649
 LB2649;                    North         East     Units Scale Factor Converg.
 LB2649;SPC IN W     -   593,087.167   918,122.637   MT  0.99997071   +0 08 21.5
 LB2649;SPC IN W     - 1,945,820.15  3,012,207.35   sFT  0.99997071   +0 08 21.5
 LB2649;UTM  16      - 4,493,288.899   511,064.311   MT  0.99960151   +0 05 06.3
 LB2649
 LB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2649!SPC IN W     -   0.99997253  x   0.99997071  =   0.99994324
 LB2649!UTM  16      -   0.99997253  x   0.99960151  =   0.99957405
 LB2649
 LB2649:                Primary Azimuth Mark                     Grid Az
 LB2649:SPC IN W     -  BROOKSTON AZ MK RESET                    175 20 00.6
 LB2649:UTM  16      -  BROOKSTON AZ MK RESET                    175 23 15.8
 LB2649
 LB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1106493288(NAD 83)
 LB2649
 LB2649|---------------------------------------------------------------------|
 LB2649| PID    Reference Object                     Distance      Geod. Az  |
 LB2649|                                                           dddmmss.s |
 LB2649| LB2648 BROOKSTON MUNICIPAL TANK            APPROX. 1.4 KM 0113749.2 |
 LB2649| CC7886 BROOKSTON RM 1                       24.695 METERS 16800     |
 LB2649| CC7885 BROOKSTON AZ MK RESET                              1752822.1 |
 LB2649| CC7884 BROOKSTON AZ MK                                    1775258.5 |
 LB2649| CC7887 BROOKSTON RM 2                       35.537 METERS 29933     |
 LB2649|---------------------------------------------------------------------|
 LB2649
 LB2649                          SUPERSEDED SURVEY CONTROL
 LB2649
 LB2649  NAD 83(1986)-  40 35 25.17026(N)    086 52 09.30084(W) AD(       ) 2
 LB2649  NAD 27      -  40 35 25.03600(N)    086 52 09.24580(W) AD(       ) 2
 LB2649
 LB2649.Superseded values are not recommended for survey control.
 LB2649
 LB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2649.See file dsdata.pdf to determine how the superseded data were derived.
 LB2649
 LB2649_MARKER: DS = TRIANGULATION STATION DISK
 LB2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2649_STAMPING: BROOKSTON 1948
 LB2649_MARK LOGO: CGS
 LB2649_PROJECTION: FLUSH
 LB2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2649+STABILITY: SURFACE MOTION
 LB2649
 LB2649  HISTORY     - Date     Condition        Report By
 LB2649  HISTORY     - 1948     MONUMENTED       CGS
 LB2649  HISTORY     - 1954     GOOD             CGS
 LB2649
 LB2649                          STATION DESCRIPTION
 LB2649
 LB2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2649'THE STATION IS LOCATED 10 MILES NORTH OF LAFAYETTE AND 1 MILE SOUTH
 LB2649'OF BROOKSTON ON PROPERTY OWNED BY MR. HALSTEAD.  IT IS 56 FEET EAST
 LB2649'OF A 24 INCH OAK TREE, 50 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LB2649'43, 44 FEET SOUTH OF THE CENTER OF A GRAVEL ENTRANCE DRIVE AND 21
 LB2649'FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2649'STAMPED BROOKSTON 1948.
 LB2649'
 LB2649'REFERENCE MARK NO. 1 IS 81.02 FEET SOUTH OF THE STATION.  IT IS 59
 LB2649'FEET NORTH OF A FENCE CORNER, 29 FEET WEST OF THE CENTER OF THE
 LB2649'HIGHWAY 1 FOOT WEST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE
 LB2649'DISK IS STAMPED BROOKSTON NO 1 1948.
 LB2649'
 LB2649'REFERENCE MARK NO. 2 IS 116.59 FEET NORTHWEST OF THE STATION.  IT IS
 LB2649'53 FEET EAST OF A POWER LINE POLE, 10 FEET NORTH OF THE CENTER OF
 LB2649'THE ENTRANCE DRIVE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 LB2649'FLUSH AND THE DISK IS STAMPED BROOKSTON NO 2 1948.
 LB2649'
 LB2649'THE AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION.  IT IS 29 FEET
 LB2649'EAST OF THE CENTER OF STATE HIGHWAY 43, 2 FEET NORTH OF A WHITE
 LB2649'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 3
 LB2649'INCHES AND THE DISK IS STAMPED BROOKSTON 1948.
 LB2649'
 LB2649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 43 IN
 LB2649'BROOKSTON GO SOUTH ON HIGHWAY 43 FOR 1.0 MILE TO THE STATION ON THE
 LB2649'RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.55 MILE TO THE AZIMUTH
 LB2649'MARK ON THE LEFT AS DESCRIBED.
 LB2649'
 LB2649'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2649
 LB2649                          STATION RECOVERY (1954)
 LB2649
 LB2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2649'STATION WAS RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION AND ALL
 LB2649'MARKS WERE IN GOOD CONDITION.  DUE TO CONSTRUCTION WORK THE AZIMUTH
 LB2649'MARK WAS DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 LB2649'DISTANCE AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD DESCRIPTION
 LB2649'IS ADEQUATE.
 LB2649'
 LB2649'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY 43, 2
 LB2649'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 LB2649'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BROOKSTON
 LB2649'1948 RESET 1954.
 LB2649'
 LB2649'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 43
 LB2649'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2648 ***********************************************************************
 LB2648  DESIGNATION -  BROOKSTON MUNICIPAL TANK
 LB2648  PID         -  LB2648
 LB2648  STATE/COUNTY-  IN/WHITE
 LB2648  COUNTRY     -  US
 LB2648  USGS QUAD   -  BROOKSTON (2019)
 LB2648
 LB2648                         *CURRENT SURVEY CONTROL
 LB2648  ______________________________________________________________________
 LB2648* NAD 83(1997) POSITION- 40 36 08.64728(N) 086 51 57.54793(W)   ADJUSTED
 LB2648  ______________________________________________________________________
 LB2648  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LB2648  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LB2648  HORZ ORDER      -  THIRD
 LB2648
 LB2648.The horizontal coordinates were established by classical geodetic methods
 LB2648.and adjusted by the National Geodetic Survey in May 1999.
 LB2648
 LB2648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2648.GEOID18 height accuracy estimate available here.
 LB2648
 LB2648.Click photographs - Photos may exist for this station.
 LB2648
 LB2648.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2648
 LB2648. The following values were computed from the NAD 83(1997) position.
 LB2648
 LB2648;                    North         East     Units Scale Factor Converg.
 LB2648;SPC IN W     -   594,429.093   918,395.436   MT  0.99997083   +0 08 29.2
 LB2648;SPC IN W     - 1,950,222.78  3,013,102.36   sFT  0.99997083   +0 08 29.2
 LB2648;UTM  16      - 4,494,630.070   511,338.279   MT  0.99960158   +0 05 14.0
 LB2648
 LB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1133894630(NAD 83)
 LB2648
 LB2648                          SUPERSEDED SURVEY CONTROL
 LB2648
 LB2648  NAD 83(1986)-  40 36 08.65351(N)    086 51 57.55841(W) AD(       ) 3
 LB2648  NAD 27      -  40 36 08.51900(N)    086 51 57.50400(W) AD(       ) 3
 LB2648
 LB2648.Superseded values are not recommended for survey control.
 LB2648
 LB2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2648.See file dsdata.pdf to determine how the superseded data were derived.
 LB2648
 LB2648_MARKER: 53 = ELEVATED TANK
 LB2648
 LB2648  HISTORY     - Date     Condition        Report By
 LB2648  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2648  HISTORY     - 1955     GOOD             CGS
 LB2648
 LB2648                          STATION DESCRIPTION
 LB2648
 LB2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2648'THIS IS AN INTERSECTION STATION.
 LB2648'
 LB2648'STATION IS LOCATED IN THE VILLAGE OF BROOKSTON ABOUT 0.15 MILE EAST
 LB2648'OF THE JUNCTION OF STATE HIGHWAYS 18 AND 43, 50 FEET SOUTH OF
 LB2648'HIGHWAY 18 AND ABOUT 20 FEET SOUTH OF THE MUNICIPAL WATER WORKS
 LB2648'BUILDING.  IT IS ABOUT 130 FEET HIGH, PAINTED SILVER, OF STEEL
 LB2648'CONSTRUCTION WITH THE LEGEND BROOKSTON PRINTED VERTICALLY ON THE
 LB2648'NORTH, SOUTH, EAST AND WEST SIDES.  POINT OF INTERSECTION WAS THE
 LB2648'BALL ON TOP.
 LB2648
 LB2648                          STATION RECOVERY (1955)
 LB2648
 LB2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2648'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 LB2648'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3324 ***********************************************************************
 JZ3324  DESIGNATION -  BROOKVILLE
 JZ3324  PID         -  JZ3324
 JZ3324  STATE/COUNTY-  IN/FRANKLIN
 JZ3324  COUNTRY     -  US
 JZ3324  USGS QUAD   -  BROOKVILLE (2019)
 JZ3324
 JZ3324                         *CURRENT SURVEY CONTROL
 JZ3324  ______________________________________________________________________
 JZ3324* NAD 83(1997) POSITION- 39 27 03.72877(N) 085 00 29.20446(W)   ADJUSTED
 JZ3324* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 JZ3324  ______________________________________________________________________
 JZ3324  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 JZ3324  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 JZ3324  HORZ ORDER      -  FIRST
 JZ3324
 JZ3324.The horizontal coordinates were established by classical geodetic methods
 JZ3324.and adjusted by the National Geodetic Survey in May 1999.
 JZ3324
 JZ3324.The orthometric height was scaled from a topographic map.
 JZ3324
 JZ3324.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3324.GEOID18 height accuracy estimate available here.
 JZ3324
 JZ3324.Click photographs - Photos may exist for this station.
 JZ3324
 JZ3324.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3324
 JZ3324. The following values were computed from the NAD 83(1997) position.
 JZ3324
 JZ3324;                    North         East     Units Scale Factor Converg.
 JZ3324;SPC IN E     -   466,775.514   156,682.586   MT  1.00000621   +0 25 06.5
 JZ3324;SPC IN E     - 1,531,412.67    514,049.45   sFT  1.00000621   +0 25 06.5
 JZ3324;SPC OH S     -   164,082.150   384,158.839   MT  0.99993658   -1 35 29.2
 JZ3324;SPC OH S     -   538,326.19  1,260,361.12   sFT  0.99993658   -1 35 29.2
 JZ3324;UTM  16      - 4,368,723.872   671,387.361   MT  0.99996166   +1 15 57.6
 JZ3324
 JZ3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3324!SPC IN E     -   0.99995593  x   1.00000621  =   0.99996214
 JZ3324!SPC OH S     -   0.99995593  x   0.99993658  =   0.99989251
 JZ3324!UTM  16      -   0.99995593  x   0.99996166  =   0.99991759
 JZ3324
 JZ3324:                Primary Azimuth Mark                     Grid Az
 JZ3324:SPC IN E     -  BROOKVILLE RM 3 AZIMUTH                  304 34 09.6
 JZ3324:SPC OH S     -  BROOKVILLE RM 3 AZIMUTH                  306 34 45.3
 JZ3324:UTM  16      -  BROOKVILLE RM 3 AZIMUTH                  303 43 18.5
 JZ3324
 JZ3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7138768723(NAD 83)
 JZ3324
 JZ3324|---------------------------------------------------------------------|
 JZ3324| PID    Reference Object                     Distance      Geod. Az  |
 JZ3324|                                                           dddmmss.s |
 JZ3324| CC7888 BROOKVILLE RM 1                      19.415 METERS 06225     |
 JZ3324| JZ3266 BEACON 2 R                          APPROX.17.8 KM 1550607.1 |
 JZ3324| JZ3326 BEACON 3 R                          APPROX.11.6 KM 2080136.8 |
 JZ3324| CC7889 BROOKVILLE RM 2                      62.874 METERS 27428     |
 JZ3324| CC7890 BROOKVILLE RM 3 AZIMUTH                            3045916.1 |
 JZ3324|---------------------------------------------------------------------|
 JZ3324
 JZ3324                          SUPERSEDED SURVEY CONTROL
 JZ3324
 JZ3324  NAD 83(1995)-  39 27 03.72837(N)    085 00 29.20461(W) AD(       ) 1
 JZ3324  NAD 83(1993)-  39 27 03.73343(N)    085 00 29.21511(W) AD(       ) 1
 JZ3324  NAD 83(1986)-  39 27 03.73346(N)    085 00 29.21692(W) AD(       ) 1
 JZ3324  NAD 27      -  39 27 03.55100(N)    085 00 29.35900(W) AD(       ) 1
 JZ3324
 JZ3324.Superseded values are not recommended for survey control.
 JZ3324
 JZ3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3324.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3324
 JZ3324_MARKER: DS = TRIANGULATION STATION DISK
 JZ3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3324_STAMPING: BROOKVILLE 1932
 JZ3324_MARK LOGO: CGS
 JZ3324_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3324+STABILITY: SURFACE MOTION
 JZ3324
 JZ3324  HISTORY     - Date     Condition        Report By
 JZ3324  HISTORY     - 1932     MONUMENTED       CGS
 JZ3324  HISTORY     - 1940     GOOD             SCS
 JZ3324  HISTORY     - 1968     GOOD             CGS
 JZ3324
 JZ3324                          STATION DESCRIPTION
 JZ3324
 JZ3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ3324'ABOUT 2 MILES NORTH OF BROOKVILLE, ON THE NORTH SIDE OF THE NORTHEAST
 JZ3324'1/4 SEC. 17, T. 9 N., R. 2 W., ON LAND BELONGING TO AND
 JZ3324'OCCUPIED BY T. J. KELLER, ON HIGHEST POINT ABOUT 200 METERS EAST OF
 JZ3324'THE BARNS, 3.9 METERS SOUTH OF THE EAST-WEST FENCE LINE, 11.4
 JZ3324'METERS WEST BY SOUTH OF LARGE TREE AND IS 14 INCHES BELOW THE SURFACE
 JZ3324'OF THE GROUND.
 JZ3324'
 JZ3324'REFERENCE MARK NO.1 IS 0.25 METER NORTH OF THE FENCE LINE, 2 METERS
 JZ3324'NORTH OF THE CENTER OF THE LANE, 8 METERS NORTHEAST OF
 JZ3324'LARGE TREE AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ3324'
 JZ3324'REFERENCE MARK NO.2 IS ON THE EAST-WEST FENCE LINE, 11.6 METERS
 JZ3324'NORTHEAST OF AN APPLE TREE, 0.1 METER SOUTH OF FENCE LINE AND
 JZ3324'PROJECTS 2 INCHES ABOVE THE GROUND.
 JZ3324'
 JZ3324'REFERENCE MARK NO.3 IS ON THE NORTH-SOUTH FENCE LINE, 4 METERS EAST
 JZ3324'OF THE CENTER OF ROAD, 0.2 METER EAST OF FENCE LINE, 3 METERS
 JZ3324'SOUTH OF THE MIDDLE ONE OF THREE TREES ALONG FENCE LINE.
 JZ3324'
 JZ3324'TO REACH FROM BROOKVILLE, GO NORTH ON THE MAIN STREET TO THE JUNCTION
 JZ3324'OF STATE HIGHWAYS 101 AND 1. TAKE STATE HIGHWAY 101 AND FOLLOW 2
 JZ3324'BLOCKS TO STREET RUNNING NORTH, CONTINUE NORTH UP STEEP HILL 1.8
 JZ3324'MILES, TURN RIGHT ONTO T-ROAD AND GO 0.2 MILE TO STATION.
 JZ3324'
 JZ3324'SURFACE,UNDERGROUND AND REFERENCE MARKS ARE SET.
 JZ3324
 JZ3324                          STATION RECOVERY (1940)
 JZ3324
 JZ3324'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3324'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 JZ3324'GOOD CONDITION AS DESCRIBED.
 JZ3324
 JZ3324                          STATION RECOVERY (1968)
 JZ3324
 JZ3324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JZ3324'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 JZ3324'CONDITION.  AFTER OBSERVATIONS WERE TAKEN IT WAS DISCOVERED
 JZ3324'THAT REFERENCE MARK 3 WAS TORN OUT BY A ROAD GRADER AND RESET.  THIS
 JZ3324'MARK WAS ALSO BROKEN NEAR THE TOP AND THE DISK WAS SALVAGED.  THE
 JZ3324'DISTANCE TO REFERENCE MARK 1 CHECKED AND A HORIZONTAL MEASUREMENT WAS
 JZ3324'MADE TO REFERENCE MARK 2.  THE DIRECTION BETWEEN THE MARKS
 JZ3324'FAILED TO CHECK.  THERE WERE NO OBJECTS VISIBLE TO ESTABLISH A NEW
 JZ3324'AZIMUTH MARK FROM.  A NEW DESCRIPTION FOLLOWS.
 JZ3324'
 JZ3324'STATION IS LOCATED ABOUT 2 MILES NORTH OF BROOKVILLE, IN THE
 JZ3324'NORTHEAST 1/4 OF SEC. 17, T-9-N, R-2-W, AND ON PROPERTY OF MRS.
 JZ3324'T.J. KELLER.  IT IS 36 FEET SOUTHWEST OF A 36 INCH MAPLE TREE, 12
 JZ3324'FEET SOUTH OF THE SOUTH 1 OF 2 FENCE LINES AND 12 FEET SOUTH OF A
 JZ3324'METAL WITNESS POST.  THE MONUMENT IS 8 INCHES UNDERGROUND AND THE
 JZ3324'DISK IS STAMPED BROOKVILLE 1932.
 JZ3324'
 JZ3324'TO REACH THE STATION FROM THE COURTHOUSE IN BROOKVILLE, GO NORTH ON
 JZ3324'HIGHWAY 52 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 101 AND
 JZ3324'RESERVOIR ROAD.  TURN LEFT AND CONTINUE NORTHERLY ON RESERVOIR ROAD
 JZ3324'FOR 1.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON KELLER
 JZ3324'ROAD AND GO EAST FOR 0.2 MILE TO THE POINT WHERE THE ROAD GOES NORTH
 JZ3324'AND A DRIVEWAY EAST STRAIGHT AHEAD.  GO EAST ON THE DRIVEWAY,
 JZ3324'PASSING THROUGH BARNYARD AND ACROSS CULTIVATED FIELD FOR 0.3 MILE TO
 JZ3324'HIGHEST POINT AND THE STATION.
 JZ3324'
 JZ3324'REFERENCE MARK 1 IS 22 FEET NORTHEAST OF THE 36 INCH MAPLE TREE, 12
 JZ3324'FEET NORTHWEST OF A 36 INCH MAPLE TREE AND 1 FOOT NORTH OF THE
 JZ3324'NORTH 1 OF 2 FENCE LINES.  THE MONUMENT PROJECTS 6 INCHES AND THE
 JZ3324'DISK IS STAMPED BROOKVILLE NO 1 1932.
 JZ3324'
 JZ3324'REFERENCE MARK 2 IS 46 FEET NORTHEAST OF A 24 INCH APPLE TREE AND 1
 JZ3324'FOOT NORTH OF THE SOUTH FENCE LINE.  THE MONUMENT IS FLUSH AND THE
 JZ3324'DISK IS STAMPED BROOKVILLE NO 2 1932.
 JZ3324'
 JZ3324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-2 MILES NORTH OF
 JZ3324'BROOKVILLE.
 JZ3324'
 JZ3324'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3368 ***********************************************************************
 JZ3368  DESIGNATION -  BROWN
 JZ3368  PID         -  JZ3368
 JZ3368  STATE/COUNTY-  IN/JENNINGS
 JZ3368  COUNTRY     -  US
 JZ3368  USGS QUAD   -  AZALIA (2019)
 JZ3368
 JZ3368                         *CURRENT SURVEY CONTROL
 JZ3368  ______________________________________________________________________
 JZ3368* NAD 83(1997) POSITION- 39 07 15.16762(N) 085 47 21.59191(W)   ADJUSTED
 JZ3368* NAVD 88 ORTHO HEIGHT -   211.42  (+/-2cm)      693.6   (feet) VERTCON3
 JZ3368  ______________________________________________________________________
 JZ3368  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ3368  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JZ3368  HORZ ORDER      -  SECOND
 JZ3368  VERT ORDER      -  THIRD ? (See Below)
 JZ3368
 JZ3368.The horizontal coordinates were established by classical geodetic methods
 JZ3368.and adjusted by the National Geodetic Survey in May 1999.
 JZ3368
 JZ3368.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3368
 JZ3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3368.GEOID18 height accuracy estimate available here.
 JZ3368
 JZ3368.The vertical order pertains to the NGVD 29 superseded value.
 JZ3368
 JZ3368.Click photographs - Photos may exist for this station.
 JZ3368
 JZ3368.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3368
 JZ3368. The following values were computed from the NAD 83(1997) position.
 JZ3368
 JZ3368;                    North         East     Units Scale Factor Converg.
 JZ3368;SPC IN E     -   429,922.688    89,392.478   MT  0.99996805   -0 04 38.6
 JZ3368;SPC IN E     - 1,410,504.69    293,281.82   sFT  0.99996805   -0 04 38.6
 JZ3368;UTM  16      - 4,330,888.608   604,656.939   MT  0.99973487   +0 45 50.2
 JZ3368
 JZ3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3368!SPC IN E     -   0.99997216  x   0.99996805  =   0.99994021
 JZ3368!UTM  16      -   0.99997216  x   0.99973487  =   0.99970704
 JZ3368
 JZ3368:                Primary Azimuth Mark                     Grid Az
 JZ3368:SPC IN E     -  BOON                                     129 05 16.7
 JZ3368:UTM  16      -  BOON                                     128 14 47.9
 JZ3368
 JZ3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0465630888(NAD 83)
 JZ3368
 JZ3368|---------------------------------------------------------------------|
 JZ3368| PID    Reference Object                     Distance      Geod. Az  |
 JZ3368|                                                           dddmmss.s |
 JZ3368| JZ3359 BOON                                APPROX.10.1 KM 1290038.1 |
 JZ3368| CC7891 BROWN RM                             15.620 METERS 21113     |
 JZ3368|---------------------------------------------------------------------|
 JZ3368
 JZ3368                          SUPERSEDED SURVEY CONTROL
 JZ3368
 JZ3368  NAD 83(1993)-  39 07 15.16765(N)    085 47 21.72830(W) AD(       ) 2
 JZ3368  NAD 83(1986)-  39 07 15.16428(N)    085 47 21.73871(W) AD(       ) 2
 JZ3368  NAD 27      -  39 07 14.97800(N)    085 47 21.67800(W) AD(       ) 2
 JZ3368  USSD        -  39 07 15.09500(N)    085 47 21.52500(W) AD(       ) 3
 JZ3368  NGVD 29             211.54   (m)          694.0    (f) LEVELING    3  
 JZ3368
 JZ3368.Superseded values are not recommended for survey control.
 JZ3368
 JZ3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3368.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3368
 JZ3368_MARKER: DS = TRIANGULATION STATION DISK
 JZ3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3368_STAMPING: BROWN 1920
 JZ3368_MARK LOGO: CGS
 JZ3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3368+STABILITY: SURFACE MOTION
 JZ3368
 JZ3368  HISTORY     - Date     Condition        Report By
 JZ3368  HISTORY     - 1920     MONUMENTED       CGS
 JZ3368
 JZ3368                          STATION DESCRIPTION
 JZ3368
 JZ3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3368'ABOUT ONE-HALF MILE S OF ELIZABETHTOWN ON THE E,THE RIGHT GOING
 JZ3368'TOWARD INDIANAPOLIS,SIDE OF THE PENNSYLVANIA RAILROAD AND BETWEEN
 JZ3368'IT AND THE HIGHWAY, OPPOSITE THE FIFTH TELEGRAPH POLE N OF THE
 JZ3368'CROSSING, AND 465 YARDS S OF MILEPOST C 9 THE E AND NEAR RAIL IS
 JZ3368'DISTANT 4.70 METERS-15.42 FEET.  THE STATION, UNDERGROUND, AND
 JZ3368'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3368'THE REFERENCE MARK IS OPPOSITE,
 JZ3368'ACROSS THE TRACK AND NEAR THE FENCE LINE, 15.62 METERS-51.24
 JZ3368'FEET-FROM THE STATION S 31 DEG 12 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1667 ***********************************************************************
 JA1667  DESIGNATION -  BROWN
 JA1667  PID         -  JA1667
 JA1667  STATE/COUNTY-  IN/JACKSON
 JA1667  COUNTRY     -  US
 JA1667  USGS QUAD   -  BROWNSTOWN (2019)
 JA1667
 JA1667                         *CURRENT SURVEY CONTROL
 JA1667  ______________________________________________________________________
 JA1667* NAD 83(1997) POSITION- 38 52 41.62517(N) 086 02 57.57128(W)   ADJUSTED
 JA1667* NAVD 88 ORTHO HEIGHT -   201.47  (+/-2cm)      661.0   (feet) VERTCON3
 JA1667  ______________________________________________________________________
 JA1667  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 JA1667  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JA1667  HORZ ORDER      -  SECOND
 JA1667  VERT ORDER      -  THIRD ? (See Below)
 JA1667
 JA1667.The horizontal coordinates were established by classical geodetic methods
 JA1667.and adjusted by the National Geodetic Survey in May 1999.
 JA1667
 JA1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1667
 JA1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1667.GEOID18 height accuracy estimate available here.
 JA1667
 JA1667.The vertical order pertains to the NGVD 29 superseded value.
 JA1667
 JA1667.Click photographs - Photos may exist for this station.
 JA1667
 JA1667.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1667
 JA1667. The following values were computed from the NAD 83(1997) position.
 JA1667
 JA1667;                    North         East     Units Scale Factor Converg.
 JA1667;SPC IN E     -   403,048.038    66,795.965   MT  0.99998024   -0 14 24.7
 JA1667;SPC IN E     - 1,322,333.44    219,146.43   sFT  0.99998024   -0 14 24.7
 JA1667;UTM  16      - 4,303,693.114   582,462.311   MT  0.99968373   +0 35 48.3
 JA1667
 JA1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1667!SPC IN E     -   0.99997367  x   0.99998024  =   0.99995391
 JA1667!UTM  16      -   0.99997367  x   0.99968373  =   0.99965741
 JA1667
 JA1667:                Primary Azimuth Mark                     Grid Az
 JA1667:SPC IN E     -  BROWN AZ MK                              242 21 04.2
 JA1667:UTM  16      -  BROWN AZ MK                              241 30 51.2
 JA1667
 JA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8246203693(NAD 83)
 JA1667
 JA1667|---------------------------------------------------------------------|
 JA1667| PID    Reference Object                     Distance      Geod. Az  |
 JA1667|                                                           dddmmss.s |
 JA1667| JA1666 BROWNSTOWN MUNICIPAL SPIPE          434.332 METERS 0435442.4 |
 JA1667| JA1668 BROWNSTOWN JACKSON CO CTHSE         APPROX. 0.7 KM 0872543.2 |
 JA1667| CG7278 BROWN RM 1                           30.937 METERS 17633     |
 JA1667| CG7277 BROWN AZ MK                                        2420639.5 |
 JA1667| CG7279 BROWN RM 2                           33.625 METERS 28048     |
 JA1667|---------------------------------------------------------------------|
 JA1667
 JA1667                          SUPERSEDED SURVEY CONTROL
 JA1667
 JA1667  NAD 83(1993)-  38 52 41.62924(N)    086 02 57.57059(W) AD(       ) 2
 JA1667  NAD 83(1986)-  38 52 41.62851(N)    086 02 57.57310(W) AD(       ) 2
 JA1667  NAD 27      -  38 52 41.43600(N)    086 02 57.65200(W) AD(       ) 2
 JA1667  NGVD 29             201.59   (m)          661.4    (f) LEVELING    3  
 JA1667
 JA1667.Superseded values are not recommended for survey control.
 JA1667
 JA1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1667.See file dsdata.pdf to determine how the superseded data were derived.
 JA1667
 JA1667_MARKER: DS = TRIANGULATION STATION DISK
 JA1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1667_STAMPING: BROWN 1946
 JA1667_MARK LOGO: CGS
 JA1667_PROJECTION: FLUSH
 JA1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1667+STABILITY: SURFACE MOTION
 JA1667
 JA1667  HISTORY     - Date     Condition        Report By
 JA1667  HISTORY     - 1946     MONUMENTED       CGS
 JA1667  HISTORY     - 1967     GOOD             CGS
 JA1667
 JA1667                          STATION DESCRIPTION
 JA1667
 JA1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1667'THIS STATION IS IN SOUTHWEST BROWNSTOWN, IN THE FRONT LAWN OF HOUSE
 JA1667'OCCUPIED BY R.S. DEMMICK, 0.35 MILE WEST OF THE JUNCTION OF U.S.
 JA1667'HIGHWAY 50 AND STATE HIGHWAY 250, AND 80 FEET SOUTH OF THE CENTERLINE
 JA1667'OF HIGHWAY 50. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JA1667'IS STAMPED BROWN 1946.
 JA1667'
 JA1667'REFERENCE MARK NO. 1 IS 101.50 FEET SOUTH OF THE STATION AND 41 FEET
 JA1667'EAST OF THE HOUSE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1667'DISK IS STAMPED BROWN NO 1 1946.
 JA1667'
 JA1667'REFERENCE MARK NO. 2 IS 110.32 FEET WEST OF THE STATION AND 85 FEET
 JA1667'SOUTH OF THE HIGHWAY. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1667'STAMPED BROWN NO 2 1946.
 JA1667'
 JA1667'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 0.4 MILE SOUTH OF THE
 JA1667'JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 135, AND 6 FEET
 JA1667'SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 JA1667'DISK IS STAMPED BROWN 1946.
 JA1667'
 JA1667'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1667
 JA1667                          STATION RECOVERY (1967)
 JA1667
 JA1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1667'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 JA1667'FOUND IN GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK COULD NOT
 JA1667'BE FOUND WITH EXISTING MEASUREMENTS AND IS ASSUMED LOST.  THE
 JA1667'STATION IS LOCATED AT 608 COMMERCE STREET AND ON PROPERTY OCCUPIED
 JA1667'BY THE DISTRICT RANGER OF THE HOOSIER NATIONAL FOREST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0596 ***********************************************************************
 LA0596  DESIGNATION -  BROWN RM 2
 LA0596  PID         -  LA0596
 LA0596  STATE/COUNTY-  IN/ADAMS
 LA0596  COUNTRY     -  US
 LA0596  USGS QUAD   -  WREN (2016)
 LA0596
 LA0596                         *CURRENT SURVEY CONTROL
 LA0596  ______________________________________________________________________
 LA0596* NAD 83(1986) POSITION- 40 46 24.11   (N) 084 48 08.71   (W)   HD_HELD1
 LA0596* NAVD 88 ORTHO HEIGHT -   248.854 (meters)      816.45  (feet) ADJUSTED
 LA0596  ______________________________________________________________________
 LA0596  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 LA0596  DYNAMIC HEIGHT  -        248.743 (meters)      816.08  (feet) COMP
 LA0596  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 LA0596
 LA0596  VERT ORDER      -  SECOND    CLASS 0
 LA0596
 LA0596.The horizontal coordinates were determined by differentially corrected
 LA0596.hand held GPS observations or other comparable positioning techniques
 LA0596.and have an estimated accuracy of +/- 3 meters.
 LA0596
 LA0596.The orthometric height was determined by differential leveling and
 LA0596.adjusted by the NATIONAL GEODETIC SURVEY
 LA0596.in June 1991.
 LA0596
 LA0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0596.GEOID18 height accuracy estimate available here.
 LA0596
 LA0596.Click photographs - Photos may exist for this station.
 LA0596
 LA0596.The dynamic height is computed by dividing the NAVD 88
 LA0596.geopotential number by the normal gravity value computed on the
 LA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0596.degrees latitude (g = 980.6199 gals.).
 LA0596
 LA0596.The modeled gravity was interpolated from observed gravity values.
 LA0596
 LA0596;                    North         East    Units  Estimated Accuracy
 LA0596;SPC IN E     -   613,750.1     172,960.1     MT  (+/- 3 meters HH1 GPS) 
 LA0596
 LA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8545815922(NAD 83)
 LA0596
 LA0596                          SUPERSEDED SURVEY CONTROL
 LA0596
 LA0596  NGVD 29 (??/??/92)  249.012  (m)          816.97   (f) ADJ UNCH    2 0
 LA0596
 LA0596.Superseded values are not recommended for survey control.
 LA0596
 LA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0596.See file dsdata.pdf to determine how the superseded data were derived.
 LA0596
 LA0596_MARKER: DR = REFERENCE MARK DISK
 LA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0596_STAMPING: BROWN NO 2 1932
 LA0596_MARK LOGO: CGS
 LA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0596+STABILITY: SURFACE MOTION
 LA0596
 LA0596  HISTORY     - Date     Condition        Report By
 LA0596  HISTORY     - 1932     MONUMENTED       CGS
 LA0596  HISTORY     - 1970     GOOD             NGS
 LA0596
 LA0596                          STATION DESCRIPTION
 LA0596
 LA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0596'2 MI NNW FROM WILLSHIRE.
 LA0596'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAYS 49 AND 81 FROM THEIR
 LA0596'JUNCTION WITH U.S. HIGHWAY 33, THENCE NORTH ALONG STATE HIGHWAY
 LA0596'49 FOR 1.0 MILE TO A FORK, THENCE 0.45 MILE NORTHWEST ON THE
 LA0596'LEFT FORK, PIQUA ROAD, TO A SIDE ROAD, THENCE NORTH 0.5 MILE
 LA0596'ALONG STATE LINE ROAD, 124 FEET NORTHWEST ACROSS THE ROAD FROM
 LA0596'THE STATION MARK, 95 FEET NORTHWEST OF A METAL WITNESS POST
 LA0596'WITH SIGN, 25 FEET WEST OF THE CENTER OF STATE LINE ROAD, AND
 LA0596'IN THE WEST RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A 12-INCH
 LA0596'CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE
 LA0596'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2462 ***********************************************************************
 ME2462  DESIGNATION -  BROWN TRUCKING CO RADIO MAST
 ME2462  PID         -  ME2462
 ME2462  STATE/COUNTY-  IN/PORTER
 ME2462  COUNTRY     -  US
 ME2462  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2462
 ME2462                         *CURRENT SURVEY CONTROL
 ME2462  ______________________________________________________________________
 ME2462* NAD 83(1997) POSITION- 41 40 34.69781(N) 086 58 20.60996(W)   ADJUSTED
 ME2462  ______________________________________________________________________
 ME2462  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 ME2462  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 ME2462  HORZ ORDER      -  THIRD
 ME2462
 ME2462.The horizontal coordinates were established by classical geodetic methods
 ME2462.and adjusted by the National Geodetic Survey in May 1999.
 ME2462
 ME2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2462.GEOID18 height accuracy estimate available here.
 ME2462
 ME2462.Click photographs - Photos may exist for this station.
 ME2462
 ME2462.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2462
 ME2462. The following values were computed from the NAD 83(1997) position.
 ME2462
 ME2462;                    North         East     Units Scale Factor Converg.
 ME2462;SPC IN W     -   713,672.372   909,237.731   MT  0.99996772   +0 04 25.6
 ME2462;SPC IN W     - 2,341,440.11  2,983,057.46   sFT  0.99996772   +0 04 25.6
 ME2462;UTM  16      - 4,613,838.118   502,298.008   MT  0.99960006   +0 01 06.1
 ME2462
 ME2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0229813838(NAD 83)
 ME2462
 ME2462                          SUPERSEDED SURVEY CONTROL
 ME2462
 ME2462  NAD 83(1994)-  41 40 34.70302(N)    086 58 20.61386(W) AD(       ) 3
 ME2462  NAD 83(1986)-  41 40 34.70277(N)    086 58 20.61392(W) AD(       ) 3
 ME2462  NAD 27      -  41 40 34.56600(N)    086 58 20.50200(W) AD(       ) 3
 ME2462
 ME2462.Superseded values are not recommended for survey control.
 ME2462
 ME2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2462.See file dsdata.pdf to determine how the superseded data were derived.
 ME2462
 ME2462_MARKER: 42 = RADIO/TV MAST
 ME2462
 ME2462  HISTORY     - Date     Condition        Report By
 ME2462  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2462
 ME2462                          STATION DESCRIPTION
 ME2462
 ME2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2462'THE STATION IS THE FLASHING RED LIGHT ATOP THE BROWN TRUCKING CO.
 ME2462'RADIO MAST, LOCATED ABOUT
 ME2462'6 MILES SOUTHWEST OF MICHIGAN CITY.  IT IS A STEEL STRUCTURE ABOUT
 ME2462'200 FEET HIGH AND PAINTED IN
 ME2462'ALTERNATE SECTIONS OF RED AND WHITE.
 ME2462'
 ME2462'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAYS 421 AND 20,
 ME2462'ABOUT 2 MILES SOUTH OF
 ME2462'MICHIGAN CITY, GO WEST ON HIGHWAY 20 FOR 3.0 MILES TO A SIDE ROAD
 ME2462'RIGHT, TURN RIGHT AND GO NORTH FOR
 ME2462'0.25 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1962 ***********************************************************************
 KA1962  DESIGNATION -  BROWNSBURG MUNICIPAL TANK
 KA1962  PID         -  KA1962
 KA1962  STATE/COUNTY-  IN/HENDRICKS
 KA1962  COUNTRY     -  US
 KA1962  USGS QUAD   -  BROWNSBURG (2019)
 KA1962
 KA1962                         *CURRENT SURVEY CONTROL
 KA1962  ______________________________________________________________________
 KA1962* NAD 83(1997) POSITION- 39 50 32.06407(N) 086 23 49.89541(W)   ADJUSTED
 KA1962* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 KA1962  ______________________________________________________________________
 KA1962  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 KA1962  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 KA1962  HORZ ORDER      -  THIRD
 KA1962
 KA1962.The horizontal coordinates were established by classical geodetic methods
 KA1962.and adjusted by the National Geodetic Survey in May 1999.
 KA1962
 KA1962.The orthometric height was scaled from a topographic map.
 KA1962
 KA1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1962.GEOID18 height accuracy estimate available here.
 KA1962
 KA1962.Click photographs - Photos may exist for this station.
 KA1962
 KA1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1962
 KA1962. The following values were computed from the NAD 83(1997) position.
 KA1962
 KA1962;                    North         East     Units Scale Factor Converg.
 KA1962;SPC IN W     -   510,226.924   958,725.067   MT  1.00000911   +0 26 22.6
 KA1962;SPC IN W     - 1,673,969.50  3,145,417.16   sFT  1.00000911   +0 26 22.6
 KA1962;UTM  16      - 4,410,421.464   551,573.801   MT  0.99963274   +0 23 10.4
 KA1962
 KA1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1962!SPC IN W     -   0.99996289  x   1.00000911  =   0.99997200
 KA1962!UTM  16      -   0.99996289  x   0.99963274  =   0.99959565
 KA1962
 KA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5157310421(NAD 83)
 KA1962
 KA1962                          SUPERSEDED SURVEY CONTROL
 KA1962
 KA1962  NAD 83(1986)-  39 50 32.06856(N)    086 23 49.89000(W) AD(       ) 3
 KA1962  NAD 27      -  39 50 31.90200(N)    086 23 49.91900(W) AD(       ) 3
 KA1962
 KA1962.Superseded values are not recommended for survey control.
 KA1962
 KA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1962.See file dsdata.pdf to determine how the superseded data were derived.
 KA1962
 KA1962_MARKER: 53 = ELEVATED TANK
 KA1962
 KA1962  HISTORY     - Date     Condition        Report By
 KA1962  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1962  HISTORY     - 1948     GOOD             CGS
 KA1962  HISTORY     - 1957     GOOD             CGS
 KA1962  HISTORY     - 1965     GOOD             CGS
 KA1962
 KA1962                          STATION DESCRIPTION
 KA1962
 KA1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1962'THIS STATION IS A WATER TANK LOCATED IN THE CENTER OF THE TOWN OF
 KA1962'BROWNSBURG, 200 FEET S OF STATE HIGHWAY 34, AND 20 FEET E OF THE
 KA1962'PUMP STATION.
 KA1962'
 KA1962'THE TANK HAS FOUR STEEL TRUSSWORK LEGS ABOUT 110 FEET HIGH PAINTED
 KA1962'BLACK. THE VERTICAL SECTION IS ABOUT 30 FEET HIGH PAINTED SILVER
 KA1962'AND THE CONICAL ROOF HAS A SILVER BALL AT ITS APEX. THE TOTAL HEIGHT
 KA1962'IS 140 FEET.
 KA1962
 KA1962                          STATION RECOVERY (1948)
 KA1962
 KA1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1962'RECOVERED AS DESCRIBED.
 KA1962
 KA1962                          STATION RECOVERY (1957)
 KA1962
 KA1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1962'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 KA1962'ADEQUATE FOR RECOVERY.
 KA1962
 KA1962                          STATION RECOVERY (1965)
 KA1962
 KA1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1962'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KA1962'TANK IS NOW PAINTED SILVER AND THE SMALL BUILDING NEXT TO IT IS NO
 KA1962'LONGER THE PUMPING STATION, AT NEW PUMPING STATION HAS BEEN BUILT
 KA1962'ON THE NORTH SIDE OF TOWN.  THE HIGHWAY REFERRED TO IN THE
 KA1962'PREVIOUS DESCRIPTION IS NOW HIGHWAY 136 NOT 34.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1668 ***********************************************************************
 JA1668  DESIGNATION -  BROWNSTOWN JACKSON CO CTHSE
 JA1668  PID         -  JA1668
 JA1668  STATE/COUNTY-  IN/JACKSON
 JA1668  COUNTRY     -  US
 JA1668  USGS QUAD   -  BROWNSTOWN (2019)
 JA1668
 JA1668                         *CURRENT SURVEY CONTROL
 JA1668  ______________________________________________________________________
 JA1668* NAD 83(1997) POSITION- 38 52 42.61015(N) 086 02 29.48501(W)   ADJUSTED
 JA1668  ______________________________________________________________________
 JA1668  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 JA1668  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 JA1668  HORZ ORDER      -  THIRD
 JA1668
 JA1668.The horizontal coordinates were established by classical geodetic methods
 JA1668.and adjusted by the National Geodetic Survey in May 1999.
 JA1668
 JA1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1668.GEOID18 height accuracy estimate available here.
 JA1668
 JA1668.Click photographs - Photos may exist for this station.
 JA1668
 JA1668.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1668
 JA1668. The following values were computed from the NAD 83(1997) position.
 JA1668
 JA1668;                    North         East     Units Scale Factor Converg.
 JA1668;SPC IN E     -   403,075.601    67,473.064   MT  0.99997969   -0 14 07.0
 JA1668;SPC IN E     - 1,322,423.87    221,367.88   sFT  0.99997969   -0 14 07.0
 JA1668;UTM  16      - 4,303,730.554   583,138.736   MT  0.99968511   +0 36 05.9
 JA1668
 JA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8313803730(NAD 83)
 JA1668
 JA1668                          SUPERSEDED SURVEY CONTROL
 JA1668
 JA1668  NAD 83(1993)-  38 52 42.61423(N)    086 02 29.48414(W) AD(       ) 3
 JA1668  NAD 83(1986)-  38 52 42.61344(N)    086 02 29.48670(W) AD(       ) 3
 JA1668  NAD 27      -  38 52 42.42100(N)    086 02 29.56600(W) AD(       ) 3
 JA1668
 JA1668.Superseded values are not recommended for survey control.
 JA1668
 JA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1668.See file dsdata.pdf to determine how the superseded data were derived.
 JA1668
 JA1668_MARKER: 86 = CUPOLA
 JA1668
 JA1668  HISTORY     - Date     Condition        Report By
 JA1668  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1668
 JA1668                          STATION DESCRIPTION
 JA1668
 JA1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1668'THIS IS AN INTERSECTION STATION.
 JA1668'
 JA1668'THE STATION IS THE APEX OF THE COURT HOUSE CUPOLA, LOCATED IN THE
 JA1668'MAIN BUSINESS DISTRICT OF BROWNSTOWN, 200 FEET EAST OF MAIN
 JA1668'STREET, AND 100 FEET SOUTH OF WALNUT STREET. THE COURT HOUSE AND
 JA1668'CUPOLA ARE CONSTRUCTED OF TAN-COLORED BRICK AND THE CUPOLA IS
 JA1668'ABOUT 50 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2583 ***********************************************************************
 ME2583  DESIGNATION -  BRUNSWICK
 ME2583  PID         -  ME2583
 ME2583  STATE/COUNTY-  IN/LAKE
 ME2583  COUNTRY     -  US
 ME2583  USGS QUAD   -  DYER (2019)
 ME2583
 ME2583                         *CURRENT SURVEY CONTROL
 ME2583  ______________________________________________________________________
 ME2583* NAD 83(1997) POSITION- 41 22 39.05448(N) 087 31 30.73090(W)   ADJUSTED
 ME2583* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ME2583  ______________________________________________________________________
 ME2583  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 ME2583  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 ME2583  HORZ ORDER      -  SECOND
 ME2583
 ME2583.The horizontal coordinates were established by classical geodetic methods
 ME2583.and adjusted by the National Geodetic Survey in May 1999.
 ME2583
 ME2583.The orthometric height was scaled from a topographic map.
 ME2583
 ME2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2583.GEOID18 height accuracy estimate available here.
 ME2583
 ME2583.Click photographs - Photos may exist for this station.
 ME2583
 ME2583.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2583
 ME2583. The following values were computed from the NAD 83(1997) position.
 ME2583
 ME2583;                    North         East     Units Scale Factor Converg.
 ME2583;SPC IN W     -   680,576.923   863,037.327   MT  0.99998347   -0 17 31.5
 ME2583;SPC IN W     - 2,232,859.45  2,831,481.63   sFT  0.99998347   -0 17 31.5
 ME2583;UTM  16      - 4,580,799.256   456,082.528   MT  0.99962374   -0 20 49.8
 ME2583
 ME2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2583!SPC IN W     -   0.99996934  x   0.99998347  =   0.99995281
 ME2583!UTM  16      -   0.99996934  x   0.99962374  =   0.99959309
 ME2583
 ME2583:                Primary Azimuth Mark                     Grid Az
 ME2583:SPC IN W     -  BRUNSWICK AZ MK                          354 41 33.5
 ME2583:UTM  16      -  BRUNSWICK AZ MK                          354 44 51.8
 ME2583
 ME2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5608280799(NAD 83)
 ME2583
 ME2583|---------------------------------------------------------------------|
 ME2583| PID    Reference Object                     Distance      Geod. Az  |
 ME2583|                                                           dddmmss.s |
 ME2583| ME2575 ST JOHN RAD STA KSC 268 MAST        APPROX. 6.8 KM 0291917.5 |
 ME2583| ME2577 ST JOHN ST JOHNS CATH CH            APPROX. 9.2 KM 0293928.9 |
 ME2583| CM2820 BRUNSWICK RM 1                       22.488 METERS 12251     |
 ME2583| CM2821 BRUNSWICK RM 2                       24.808 METERS 24230     |
 ME2583| ME2589 ST PAUL LUTHERAN CHURCH SPIRE       APPROX.10.4 KM 2560033.7 |
 ME2583| ME2581 ST JOHN LUTHERAN CHURCH SPIRE       APPROX. 2.5 KM 2810843.2 |
 ME2583| ME2594 LINCOLN FIELDS JOCKEY CLUB TK       APPROX. 9.5 KM 2920820.6 |
 ME2583| CM2819 BRUNSWICK AZ MK                                    3542402.0 |
 ME2583|---------------------------------------------------------------------|
 ME2583
 ME2583                          SUPERSEDED SURVEY CONTROL
 ME2583
 ME2583  NAD 83(1986)-  41 22 39.05947(N)    087 31 30.73726(W) AD(       ) 2
 ME2583  NAD 27      -  41 22 38.92600(N)    087 31 30.60120(W) AD(       ) 2
 ME2583
 ME2583.Superseded values are not recommended for survey control.
 ME2583
 ME2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2583.See file dsdata.pdf to determine how the superseded data were derived.
 ME2583
 ME2583_MARKER: DS = TRIANGULATION STATION DISK
 ME2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2583_STAMPING: BRUNSWICK 1952
 ME2583_MARK LOGO: CGS
 ME2583_PROJECTION: RECESSED 36 CENTIMETERS
 ME2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2583+STABILITY: SURFACE MOTION
 ME2583
 ME2583  HISTORY     - Date     Condition        Report By
 ME2583  HISTORY     - 1952     MONUMENTED       CGS
 ME2583  HISTORY     - 1967     GOOD             CGS
 ME2583  HISTORY     - 19880707 MARK NOT FOUND   USGS
 ME2583
 ME2583                          STATION DESCRIPTION
 ME2583
 ME2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2583'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF CROWN POINT, 3 MILES
 ME2583'WEST OF COOK AND 1 MILE WEST OF BRUNSWICK ON PROPERTY OF MR. EARL
 ME2583'BELL.  IT IS 105 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. BELLS
 ME2583'HOUSE, 59 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 41 FEET WEST OF
 ME2583'THE CENTER OF A GRAVEL DRIVEWAY, 30 FEET SOUTHEAST OF A WHITE WITNESS
 ME2583'POST AND 28 FEET NORTH OF THE NORTHEAST CORNER OF A CORN CRIB.  THE
 ME2583'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 ME2583'IS STAMPED BRUNSWICK 1952.
 ME2583'
 ME2583'REFERENCE MARK NO. 1 IS 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2583'THE HOUSE, 18 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST
 ME2583'OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME2583'BURNSWICK NO 1 1952.
 ME2583'
 ME2583'REFERENCE MARK NO. 2 IS 43 FEET NORTHEAST OF A STEEL SILO, 24 FEET
 ME2583'SOUTH OF A 12 INCH MAPLE TREE AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2583'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BRUNSWICK NO 2 1952.
 ME2583'
 ME2583'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 12 FEET
 ME2583'SOUTH OF POWER LINE POLE 368/541 NO. 26, 1 FOOT WEST OF A FENCE AND 1
 ME2583'FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 ME2583'AND THE DISK IS STAMPED BRUNSWICK 1952.
 ME2583'
 ME2583'TO REACH THE STATION FROM THE MAIN CROSSROAD WITH U.S. HIGHWAY 41 IN
 ME2583'THE TOWN OF COOK, GO WEST ON PAVED ROAD FOR 2.05 MILES TO A
 ME2583'T-INTERSECTION IN BRUNSWICK, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR
 ME2583'0.15 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO WEST ON GRAVEL
 ME2583'ROAD FOR 0.9 MILE TO A FARM ON THE LEFT AND STATION AS DESCRIBED,
 ME2583'CONTINUE WEST ON GRAVEL ROAD FOR 0.05 MILE TO A GRAVEL SIDE ROAD
 ME2583'RIGHT, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO THE
 ME2583'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2583'
 ME2583'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2583
 ME2583                          STATION RECOVERY (1967)
 ME2583
 ME2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2583'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE HOUSE
 ME2583'MENTIONED IN THE DESCRIPTION HAS BEEN TORN DOWN BUT THE CONCRETE
 ME2583'FOUNDATION REMAINS.  THIS AREA IS NOW A BARN YARD.  THE PROPERTY IS
 ME2583'OWNED BY MR. DON DUST.  THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL
 ME2583'WITNESS POST.
 ME2583'
 ME2583'AIRLINE DISTANCE AND DIRECTION FROM NEREST TOWN- 3 MILES WEST OF COOK
 ME2583
 ME2583                          STATION RECOVERY (1988)
 ME2583
 ME2583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME2583'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1495 ***********************************************************************
 MD1495  CBN         -  This is a Cooperative Base Network Control Station.
 MD1495  DESIGNATION -  BRUSHY
 MD1495  PID         -  MD1495
 MD1495  STATE/COUNTY-  IN/LAGRANGE
 MD1495  COUNTRY     -  US
 MD1495  USGS QUAD   -  MONGO (2019)
 MD1495
 MD1495                         *CURRENT SURVEY CONTROL
 MD1495  ______________________________________________________________________
 MD1495* NAD 83(2011) POSITION- 41 37 48.15660(N) 085 16 13.57015(W)   ADJUSTED
 MD1495* NAD 83(2011) ELLIP HT-   269.661 (meters)        (06/27/12)   ADJUSTED
 MD1495* NAD 83(2011) EPOCH   -  2010.00
 MD1495* NAVD 88 ORTHO HEIGHT -   302.9   (meters)      994.    (feet) GPS OBS
 MD1495  ______________________________________________________________________
 MD1495  NAVD 88 orthometric height was determined with an earlier geoid model
 MD1495  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 MD1495  NAD 83(2011) X  -    393,678.646 (meters)                     COMP
 MD1495  NAD 83(2011) Y  - -4,758,339.344 (meters)                     COMP
 MD1495  NAD 83(2011) Z  -  4,215,157.892 (meters)                     COMP
 MD1495  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 MD1495
 MD1495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1495  Standards:
 MD1495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1495  -------------------------------------------------------------------
 MD1495  NETWORK    0.61   1.31           0.29   0.18   0.67     -0.03703685
 MD1495  -------------------------------------------------------------------
 MD1495  Click here for local accuracies and other accuracy information.
 MD1495
 MD1495.The horizontal coordinates were established by GPS observations
 MD1495.and adjusted by the National Geodetic Survey in June 2012.
 MD1495
 MD1495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1495.been affixed to the stable North American tectonic plate. See 
 MD1495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1495
 MD1495.The horizontal coordinates are valid at the epoch date displayed above
 MD1495.which is a decimal equivalence of Year/Month/Day.
 MD1495
 MD1495.The orthometric height was determined by GPS observations and a
 MD1495.high-resolution geoid model.
 MD1495
 MD1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1495.GEOID18 height accuracy estimate available here.
 MD1495
 MD1495.Click photographs - Photos may exist for this station.
 MD1495
 MD1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1495
 MD1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1495
 MD1495.The ellipsoidal height was determined by GPS observations
 MD1495.and is referenced to NAD 83.
 MD1495
 MD1495. The following values were computed from the NAD 83(2011) position.
 MD1495
 MD1495;                    North         East     Units Scale Factor Converg.
 MD1495;SPC IN E     -   708,604.338   133,016.392   MT  0.99998008   +0 15 47.6
 MD1495;SPC IN E     - 2,324,812.73    436,404.61   sFT  0.99998008   +0 15 47.6
 MD1495;UTM  16      - 4,610,146.470   644,067.649   MT  0.99985542   +1 08 57.0
 MD1495
 MD1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1495!SPC IN E     -   0.99995771  x   0.99998008  =   0.99993779
 MD1495!UTM  16      -   0.99995771  x   0.99985542  =   0.99981313
 MD1495
 MD1495:                Primary Azimuth Mark                     Grid Az
 MD1495:SPC IN E     -  BRUSHY AZ MK                             204 58 46.4
 MD1495:UTM  16      -  BRUSHY AZ MK                             204 05 37.0
 MD1495
 MD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4406710146(NAD 83)
 MD1495
 MD1495|---------------------------------------------------------------------|
 MD1495| PID    Reference Object                     Distance      Geod. Az  |
 MD1495|                                                           dddmmss.s |
 MD1495| CC7893 BRUSHY RM 1                          24.747 METERS 04136     |
 MD1495| CC7892 BRUSHY AZ MK                                       2051434.0 |
 MD1495| MD1506 LAGRANGE MUNICIPAL TANK             APPROX.12.5 KM 2765827.6 |
 MD1495| MD1510 LAGRANGE CO COURTHOUSE DOME         APPROX.12.4 KM 2772507.0 |
 MD1495| MD1514 STURGIS MUNICIPAL TANK              APPROX.22.8 KM 3253122.3 |
 MD1495| CC7894 BRUSHY RM 2                          22.348 METERS 33245     |
 MD1495| CC7895 BRUSHY RM 3                          22.327 METERS 33331     |
 MD1495|---------------------------------------------------------------------|
 MD1495
 MD1495                          SUPERSEDED SURVEY CONTROL
 MD1495
 MD1495  NAD 83(2007)-  41 37 48.15674(N)    085 16 13.57112(W) AD(2002.00) 0
 MD1495  ELLIP H (02/10/07)  269.681  (m)                       GP(2002.00)    
 MD1495  NAD 83(1997)-  41 37 48.15660(N)    085 16 13.57090(W) AD(       ) B
 MD1495  ELLIP H (04/10/98)  269.699  (m)                       GP(       ) 4 1
 MD1495  NAD 83(1995)-  41 37 48.15453(N)    085 16 13.57456(W) AD(       ) 2
 MD1495  NAD 83(1994)-  41 37 48.15564(N)    085 16 13.57972(W) AD(       ) 2
 MD1495  NAD 83(1986)-  41 37 48.15555(N)    085 16 13.58298(W) AD(       ) 2
 MD1495  NAD 27      -  41 37 47.97310(N)    085 16 13.67190(W) AD(       ) 2
 MD1495
 MD1495.Superseded values are not recommended for survey control.
 MD1495
 MD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1495.See file dsdata.pdf to determine how the superseded data were derived.
 MD1495
 MD1495_MARKER: DS = TRIANGULATION STATION DISK
 MD1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1495_STAMPING: BRUSHY 1946
 MD1495_MARK LOGO: CGS
 MD1495_PROJECTION: FLUSH
 MD1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1495+STABILITY: SURFACE MOTION
 MD1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1495+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MD1495
 MD1495  HISTORY     - Date     Condition        Report By
 MD1495  HISTORY     - 1946     MONUMENTED       CGS
 MD1495  HISTORY     - 1960     GOOD             CGS
 MD1495  HISTORY     - 19970805 GOOD             SEC
 MD1495
 MD1495                          STATION DESCRIPTION
 MD1495
 MD1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1495'STATION IS LOCATED IN THE BARNYARD OF BOB NOTESTINE ON THE EAST SIDE
 MD1495'OF STATE HIGHWAY 3 AND 6.5 MILES NORTH OF SOUTH MILFORD.  IT IS 27
 MD1495'FEET NORTH OF AN EAST-WEST FENCE LINE AND 37 FEET EAST OF THE
 MD1495'SOUTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS
 MD1495'STAMPED BRUSHY 1946.
 MD1495'
 MD1495'REFERENCE MARK NO. 1 IS 81.19 FEET NORTHEAST OF THE STATION.  IT IS
 MD1495'ONE FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 90 FEET EAST OF THE
 MD1495'NORTHEAST CORNER OF THE BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1495'THE DISK IS STAMPED BRUSHY NO 1 1946.
 MD1495'
 MD1495'REFERENCE MARK NO. 2 IS 73.32 FEET NORTH OF THE STATION IS AN
 MD1495'EAST-WEST FENCE LINE.  IT IS 12 FEET NORTH OF THE NORTHEAST CORNER OF
 MD1495'THE BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1495'BRUSHY NO 2 1946.
 MD1495'
 MD1495'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION IN THE
 MD1495'SOUTHWEST ANGLE OF STATE HIGHWAY 3 AND A GRAVEL CROSS ROAD.  IT IS IN
 MD1495'THE FENCE CORNER OF THE TWO ROADS.  THE MARK PROJECTS ABOUT 3 INCHES
 MD1495'AND THE DISK IS STAMPED BRUSHY 1946.
 MD1495'
 MD1495'TO REACH THE STATION FROM THE UNDERPASS IN SOUTH MILFORD, GO NORTH ON
 MD1495'STATE HIGHWAY 3 FOR 6.5 MILES TO MR. NOTESTINES FARMHOUSE ON THE
 MD1495'RIGHT, TURN RIGHT INTO FARM DRIVE AND GO TO THE LARGE BARN AND STATION
 MD1495'IN THE REAR AS DESCRIBED.
 MD1495'
 MD1495'TO REACH THE AZIMUTH MARK FROM THE FARMHOUSE GO SOUTH ON HIGHWAY 3 FOR
 MD1495'0.25 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.
 MD1495'
 MD1495'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1495
 MD1495                          STATION RECOVERY (1960)
 MD1495
 MD1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1495'RECOVERED ALL MARKS, EXCEPT DESTROYED R.M. NO. 2, IN GOOD CONDITION AS
 MD1495'DESCRIBED EXCEPT BARN IS REMOVED.  REFERENCE MARK NO. 3 WAS SET AT
 MD1495'THIS TIME.
 MD1495'
 MD1495'ABOUT 6.5 MILES N OF SOUTH MILFORD, ABOUT 1.2 MILES S ALONG NO. 3
 MD1495'INDIANA HIGHWAY FROM ITS CROSSING WITH NO. 20 U.S. HIGHWAY, AT THE SE
 MD1495'ONE OF TWO HWY. CURVES, AN ESTIMATED 150 YARDS E OF THE HIGHWAY, IN
 MD1495'THE BARNYARD OF MR. BOB NOTESTINE, 253 FEET E OF SE CORNER OF THE
 MD1495'SOUTHERLY ONE OF SEVERAL BARNS, 13 FEET N OF PROJECTED PLANE OF S WALL
 MD1495'OF SAME, 69 FEET S OF ONE FENCE, 57 FEET W OF ANOTHER, AND 28 FEET N
 MD1495'OF ANOTHER, STANDARD DISKS STAMPED BRUSHY 1946, NOTES 1A AND 7A WITH
 MD1495'THE UPPER MARK FLUSH WITH THE GROUND.
 MD1495'
 MD1495'REFERENCE STAMPED BRUSHY NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1495'24.747 METERS OR 81.19 FEET NE IN AZIMUTH 221 DEG. 36 MIN. FROM THE
 MD1495'STATION, 1 FOOT W OF A FENCE, AND 10 FEET S OF THE PROJECTED LINE OF
 MD1495'THE N FENCE OF THE BARNYARD.
 MD1495'
 MD1495'REFERENCE STAMPED BRUSHY NO. 3 1946 1960, NOTE 11B, PROJECTS 0.5 FOOT,
 MD1495'IS 22.327 METERS OR 73.25 FEET NNW IN AZIMUTH 153 DEG. 31 MIN. FROM
 MD1495'THE STATION, 77-1/2 FEET E OF A 5-INCH IRON PIPE GATEPOST, AND A FOOT
 MD1495'S OF A FENCE.
 MD1495'
 MD1495'AZIMUTH STAMPED BRUSHY 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD1495'0.25 MILE SSW OF THE STATION, 26-1/2 FEET W OF CENTER LINE OF 20-FOOT
 MD1495'ASPHALT PAVEMENT OF NO. 3 HWY., 23 FEET S OF CENTER LINE OF E-W
 MD1495'ASPHALT ROAD, AND 5 FEET W OF STEEL WITNESS POST.  THE ARROW POINTS AN
 MD1495'ESTIMATED 15 DEGREES TO THE RIGHT OF THE STATION.
 MD1495
 MD1495                          STATION RECOVERY (1997)
 MD1495
 MD1495'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 MD1495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2570 ***********************************************************************
 ME2570  DESIGNATION -  BRYANT
 ME2570  PID         -  ME2570
 ME2570  STATE/COUNTY-  IN/LAKE
 ME2570  COUNTRY     -  US
 ME2570  USGS QUAD   -  LEROY (2019)
 ME2570
 ME2570                         *CURRENT SURVEY CONTROL
 ME2570  ______________________________________________________________________
 ME2570* NAD 83(1997) POSITION- 41 17 22.35321(N) 087 15 27.34087(W)   ADJUSTED
 ME2570* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 ME2570  ______________________________________________________________________
 ME2570  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME2570  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 ME2570  HORZ ORDER      -  SECOND
 ME2570
 ME2570.The horizontal coordinates were established by classical geodetic methods
 ME2570.and adjusted by the National Geodetic Survey in May 1999.
 ME2570
 ME2570.The orthometric height was scaled from a topographic map.
 ME2570
 ME2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2570.GEOID18 height accuracy estimate available here.
 ME2570
 ME2570.Click photographs - Photos may exist for this station.
 ME2570
 ME2570.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2570
 ME2570. The following values were computed from the NAD 83(1997) position.
 ME2570
 ME2570;                    North         East     Units Scale Factor Converg.
 ME2570;SPC IN W     -   670,727.415   885,403.321   MT  0.99996929   -0 06 54.0
 ME2570;SPC IN W     - 2,200,544.86  2,904,860.73   sFT  0.99996929   -0 06 54.0
 ME2570;UTM  16      - 4,570,931.837   478,430.965   MT  0.99960573   -0 10 11.9
 ME2570
 ME2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2570!SPC IN W     -   0.99997299  x   0.99996929  =   0.99994228
 ME2570!UTM  16      -   0.99997299  x   0.99960573  =   0.99957873
 ME2570
 ME2570:                Primary Azimuth Mark                     Grid Az
 ME2570:SPC IN W     -  RANGE                                    241 50 33.4
 ME2570:UTM  16      -  RANGE                                    241 53 51.3
 ME2570
 ME2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7843070931(NAD 83)
 ME2570
 ME2570|---------------------------------------------------------------------|
 ME2570| PID    Reference Object                     Distance      Geod. Az  |
 ME2570|                                                           dddmmss.s |
 ME2570| CM2823 BRYANT RM 2                          23.685 METERS 11904     |
 ME2570| ME2571 RANGE                               APPROX. 9.0 KM 2414339.4 |
 ME2570| CM2822 BRYANT RM 1                          22.509 METERS 35858     |
 ME2570|---------------------------------------------------------------------|
 ME2570
 ME2570                          SUPERSEDED SURVEY CONTROL
 ME2570
 ME2570  NAD 83(1986)-  41 17 22.35799(N)    087 15 27.34872(W) AD(       ) 2
 ME2570  NAD 27      -  41 17 22.22690(N)    087 15 27.22880(W) AD(       ) 2
 ME2570
 ME2570.Superseded values are not recommended for survey control.
 ME2570
 ME2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2570.See file dsdata.pdf to determine how the superseded data were derived.
 ME2570
 ME2570_MARKER: DS = TRIANGULATION STATION DISK
 ME2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2570_STAMPING: BRYANT 1952
 ME2570_MARK LOGO: CGS
 ME2570_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2570+STABILITY: SURFACE MOTION
 ME2570
 ME2570  HISTORY     - Date     Condition        Report By
 ME2570  HISTORY     - 1952     MONUMENTED       CGS
 ME2570  HISTORY     - 1968     GOOD             CGS
 ME2570  HISTORY     - 1979     GOOD             NGS
 ME2570  HISTORY     - 19820321 GOOD             NGS
 ME2570
 ME2570                          STATION DESCRIPTION
 ME2570
 ME2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2570'STATION IS LOCATED ABOUT 9 MILES EAST OF LOWELL AND 3 MILES SOUTHWEST
 ME2570'OF HEBRON ON PROPERTY OWNED BY MR. JOHN BRYANT.  IT IS 66 FEET NORTH
 ME2570'OF THE CENTER OF STATE HIGHWAY 2, 14 FEET EAST OF THE CENTER OF A DIRT
 ME2570'ROAD, 11 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A
 ME2570'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2570'BRYANT 1952.
 ME2570'
 ME2570'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTER OF THE DIRT ROAD
 ME2570'AND 2 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ME2570'THE DISK IS STAMPED BRYANT NO 1 1952.
 ME2570'
 ME2570'REFERENCE MARK NO. 2 IS 67 FEET EAST OF A POWER LINE POLE, 30 FEET
 ME2570'NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE
 ME2570'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRYANT NO 2 1952.
 ME2570'
 ME2570'BENCH MARK F 139 WAS USED AS THE AZIMUTH MARK.  IT IS 12 FEET NORTH OF
 ME2570'THE CENTER OF STATE HIGHWAY 2 AND 2 FEET SOUTH OF A WHITE WITNESS
 ME2570'POST.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 ME2570'MARK DISK STAMPED F 139 1946 AND SET FLUSH IN A DRILL HOLE IN THE
 ME2570'CONCRETE ABUTMENT AT THE NORTHWEST CORNER OF A STEEL BRIDGE.
 ME2570'
 ME2570'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53
 ME2570'WHICH IS ABOUT 2 MILES SOUTH OF HEBRON, GO WEST ON HIGHWAY 2 FOR 2.45
 ME2570'MILES TO A STEEL BRIDGE AND BENCH MARK F 139 ON THE RIGHT AS
 ME2570'DESCRIBED, CONTINUE WEST ON HIGHWAY FOR 0.55 MILE TO A DIRT SIDE ROAD
 ME2570'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 ME2570'
 ME2570'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2570
 ME2570                          STATION RECOVERY (1968)
 ME2570
 ME2570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2570'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 ME2570'CONDITION.  THE BENCH MARK THAT WAS USED AS THE AZIMUTH MARK HAS BEEN
 ME2570'DESTROYED AND A RESET MARK STAMPED F 139 RESET 1963 FOUND IN ITS
 ME2570'PLACE.  NO RECORD COULD BE FOUND IF THIS MARK WAS TIED INTO THE
 ME2570'STATION OR NOT.  IF NOT THE STATION HAS NO AZIMUTH MARK.
 ME2570'
 ME2570'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 ME2570'
 ME2570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES SOUTHWEST
 ME2570'OF HEBRON.
 ME2570
 ME2570                          STATION RECOVERY (1979)
 ME2570
 ME2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2570'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 ME2570'AZIMUTH MARK, USED IN 1952 WAS BENCH MARK F 139 AND IT HAD BEEN RESET
 ME2570'AND NO INFORMATION ON IT AVAILABLE.
 ME2570'
 ME2570'THE DISTANCE TO REFERENCE MARKS CHECKED.  THE DIRECTION BETWEEN
 ME2570'THE REFERENCE MARKS WAS SMALLER BY 1 MINUTE, 47 SECONDS.
 ME2570'
 ME2570'THE PREVIOUS TOO REACH AND DESCRIPTION ARE ADEQUATE TO RECOVER
 ME2570'STATION.
 ME2570
 ME2570                          STATION RECOVERY (1982)
 ME2570
 ME2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 ME2570'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ME2570'CONDITION.  THE AZIMUTH MARK, BM F 139, WAS DESTROYED.  A NEW AZIMUTH
 ME2570'MARK 2 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 ME2570'
 ME2570'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) EAST OF LOWELL, 3 MILES
 ME2570'(4.8 KM) SOUTHWEST OF HEBRON ON PROPERTY OF MR JOHN BRYANT JR.  NOTE,
 ME2570'THIS IS THE SON OF MR JOHN BRYANT WHO OWNED THE PROPERTY IN 1952.
 ME2570'
 ME2570'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53
 ME2570'WHICH IS ABOUT 2.0 MILES (3.2 KM) SOUTH OF HEBRON, GO WEST ON HIGHWAY
 ME2570'2 FOR 2.45 MILES (3.94 KM) TO A CONCRETE BRIDGE OVER EAGLE CREEK AND
 ME2570'THE AZIMUTH MARK SET IN THE SOUTHEAST CORNER OF THE BRIDGE.  CONTINUE
 ME2570'WEST ON HIGHWAY 2 FOR 0.55 MILE (0.89 KM) TO A GRAVEL DIRT ROAD RIGHT
 ME2570'AND THE STATION AS DESCRIBED.
 ME2570'
 ME2570'THE STATION IS A STANDARD, CGS, DISK STAMPED,---BRYANT 1952---, SET
 ME2570'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 37 CM IN
 ME2570'DIAMETER, PROJECTING, 6 INCHES, 18 CM ABOVE THE GROUND.  THE STATION
 ME2570'IS LOCATED 20.117 METERS (66.001 FT) NORTH FROM THE APPROXIMATE CENTER
 ME2570'OF HIGHWAY 2, 4.267 METERS (13.999 FT) EAST FROM THE APPROXIMATE
 ME2570'CENTER OF THE GRAVEL DIRT ROAD, 11.735 METERS (38.501 FT) NORTH FROM A
 ME2570'UTILITY POLE WITH TRANSFORMER AND 0.457 METERS (1.499 FT) WEST FROM A
 ME2570'METAL WITNESS POST.
 ME2570'
 ME2570'REFERENCE MARK NO 1, IS A STANDARD, CGS, DISK STAMPED, BRYANT NO 1
 ME2570'1952 -  ---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 ME2570'INCHES, 37 CM IN DIAMETER, PROJECTING, 6 INCHES, 18 CM ABOVE THE
 ME2570'GROUND.  THE STATION IS LOCATED 42.672 METERS (140.000 FT) NORTH FROM
 ME2570'THE APPROXIMATE CENTER OF HIGHWAY 2, 4.267 METERS (13.999 FT) EAST
 ME2570'FROM THE APPROXIMATE CENTER OF GRAVEL DIRT ROAD, AND 0.305 METERS
 ME2570'(1.001 FT) WEST FROM A WITNESS POST, AND LEVEL WITH THE STATION.
 ME2570'
 ME2570'REFERENCE MARK NO 2, IS A STANDARD, CGS, DISK STAMPED,
 ME2570'---BRYANT NO 2 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2570'MONUMENT, 12 INCHES, 37 CM IN DIAMETER, PROJECTING, 4 INCHES, 12 CM
 ME2570'ABOVE THE GROUND.  THE STATION IS LOCATED 25.908 METERS (85.000 FT)
 ME2570'EAST FROM THE APPROXIMATE CENTER OF THE GRAVEL DIRT ROAD, 9.144 METERS
 ME2570'(30.000 FT) NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY 2, 19.660
 ME2570'METERS (64.501 FT) EAST FROM THE UTILITY POLE, AND 0.305 METERS
 ME2570'(1.001 FT) SOUTH FROM A WITNESS POST, AND LEVEL WITH THE STATION.
 ME2570'
 ME2570'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,
 ME2570'---BRYANT 1952 NO 2 1982---, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 ME2570'CORNER OF THE BRIDGE OVER EAGLE CREEK.  THE STATION IS LOCATED 9.449
 ME2570'METERS (31.001 FT) WEST FROM THE APPROXIMATE CENTER OF A FIELD
 ME2570'ENTRANCE ROAD ALONG EAGLE CREEK, 5.486 METERS (17.999 FT) SOUTH FROM
 ME2570'THE APPROXIMATE CENTER OF HIGHWAY 2 AND 0.762 METERS (2.500 FT) NORTH
 ME2570'FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2383 ***********************************************************************
 LA2383  DESIGNATION -  BRYANT
 LA2383  PID         -  LA2383
 LA2383  STATE/COUNTY-  IN/JAY
 LA2383  COUNTRY     -  US
 LA2383  USGS QUAD   -  GENEVA (2019)
 LA2383
 LA2383                         *CURRENT SURVEY CONTROL
 LA2383  ______________________________________________________________________
 LA2383* NAD 83(1997) POSITION- 40 32 28.78994(N) 084 55 47.42386(W)   ADJUSTED
 LA2383* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LA2383  ______________________________________________________________________
 LA2383  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 LA2383  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 LA2383  HORZ ORDER      -  THIRD
 LA2383
 LA2383.The horizontal coordinates were established by classical geodetic methods
 LA2383.and adjusted by the National Geodetic Survey in May 1999.
 LA2383
 LA2383.The orthometric height was scaled from a topographic map.
 LA2383
 LA2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2383.GEOID18 height accuracy estimate available here.
 LA2383
 LA2383.Click photographs - Photos may exist for this station.
 LA2383
 LA2383.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2383
 LA2383. The following values were computed from the NAD 83(1997) position.
 LA2383
 LA2383;                    North         East     Units Scale Factor Converg.
 LA2383;SPC IN E     -   587,885.777   162,418.994   MT  1.00001461   +0 28 44.2
 LA2383;SPC IN E     - 1,928,755.25    532,869.65   sFT  1.00001461   +0 28 44.2
 LA2383;UTM  16      - 4,489,901.514   675,310.938   MT  0.99997832   +1 20 45.4
 LA2383
 LA2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2383!SPC IN E     -   0.99996435  x   1.00001461  =   0.99997896
 LA2383!UTM  16      -   0.99996435  x   0.99997832  =   0.99994267
 LA2383
 LA2383:                Primary Azimuth Mark                     Grid Az
 LA2383:SPC IN E     -  BRYANT AZ MK RESET                       272 02 34.1
 LA2383:UTM  16      -  BRYANT AZ MK RESET                       271 10 32.9
 LA2383
 LA2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7531089901(NAD 83)
 LA2383
 LA2383|---------------------------------------------------------------------|
 LA2383| PID    Reference Object                     Distance      Geod. Az  |
 LA2383|                                                           dddmmss.s |
 LA2383| CF2949 BRYANT RM 1                          27.478 METERS 06135     |
 LA2383| CF2950 BRYANT RM 2                          24.695 METERS 07444     |
 LA2383| CF2947 BRYANT AZ MK                                       2714428.3 |
 LA2383| CF2948 BRYANT AZ MK RESET                                 2723118.3 |
 LA2383| LA0533 L 227 RESET                          26.204 METERS 28427     |
 LA2383| LA0532 L 227                                22.918 METERS 30544     |
 LA2383|---------------------------------------------------------------------|
 LA2383
 LA2383                          SUPERSEDED SURVEY CONTROL
 LA2383
 LA2383  NAD 83(1995)-  40 32 28.78925(N)    084 55 47.42664(W) AD(       ) 3
 LA2383  NAD 83(1986)-  40 32 28.79095(N)    084 55 47.44029(W) AD(       ) 3
 LA2383  NAD 27      -  40 32 28.63010(N)    084 55 47.55840(W) AD(       ) 3
 LA2383
 LA2383.Superseded values are not recommended for survey control.
 LA2383
 LA2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2383.See file dsdata.pdf to determine how the superseded data were derived.
 LA2383
 LA2383_MARKER: DS = TRIANGULATION STATION DISK
 LA2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2383_STAMPING: BRYANT 1955
 LA2383_MARK LOGO: CGS
 LA2383_PROJECTION: FLUSH
 LA2383
 LA2383  HISTORY     - Date     Condition        Report By
 LA2383  HISTORY     - 1955     MONUMENTED       CGS
 LA2383  HISTORY     - 1962     GOOD             CGS
 LA2383  HISTORY     - 1963     GOOD             CGS
 LA2383
 LA2383                          STATION DESCRIPTION
 LA2383
 LA2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2383'THE STATION IS ON THE PROPERTY OF MR. IRVIN CAMPBELL, ABOUT 4 MILES
 LA2383'SOUTH-SOUTHEAST OF GENEVA, 2 MILES EAST OF BRYANT, 74 FEET SOUTH OF
 LA2383'THE CENTER OF STATE HIGHWAY 67 AND 33 FEET NORTH OF THE CENTER OF THE
 LA2383'NORTH END OF A BARN.
 LA2383'
 LA2383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2383'HIGHWAYS 67 AND 18 ABOUT 3 1/2 MILES SOUTH OF GENEVA, GO EAST ON STATE
 LA2383'HIGHWAY 67 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 LA2383'CONTINUE ON HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 LA2383'
 LA2383'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2383'BRYANT 1955.
 LA2383'
 LA2383'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE
 LA2383'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BRYANT NO 1
 LA2383'1955.
 LA2383'
 LA2383'BENCH MARK L 227 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 21
 LA2383'FEET EAST OF A POWERLINE POLE, 1 FOOT EAST OF A 4 INCH X 4 INCH WHITE
 LA2383'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE DISK IS CEMENTED IN THE
 LA2383'TOP OF AN 8 INCH X 8 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 LA2383'IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK AND IT IS
 LA2383'STAMPED L 227 1947.
 LA2383'
 LA2383'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF STATE HIGHWAY 67,
 LA2383'24 FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET EAST OF A 4 INCH X 4
 LA2383'INCH WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LA2383'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BRYANT 1955.
 LA2383'
 LA2383'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2383
 LA2383                          STATION RECOVERY (1962)
 LA2383
 LA2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 LA2383'THE STATION MARK, REFERENCE MARK 1, BENCH MARK L 227 AND THE AZIMUTH
 LA2383'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1, BENCH MARK L 227
 LA2383'AND THE AZIMUTH MARK WERE MOVED AT THE REQUEST OF THE HIGHWAY
 LA2383'DEPARTMENT.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 LA2383'THE DIRECTION TO BENCH MARK L 227 CHECKED BUT THE DISTANCE WAS FOUND
 LA2383'TO BE 0.04 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO THE
 LA2383'AZIMUTH MARK CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA2383'
 LA2383'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF GENEVA, ABOUT 2 MILES
 LA2383'EAST OF BRYANT AND ON THE PROPERTY OF MR. IRVIN CAMPBELL.  IT IS 72
 LA2383'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67, 86 FEET SOUTHEAST OF
 LA2383'A POWER POLE AND 30 FEET NORTH OF THE CENTER OF THE NORTH END OF A
 LA2383'BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRYANT 1955.
 LA2383'
 LA2383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2383'HIGHWAYS 67 AND 18 ABOUT 3 1/2 MILES SOUTH OF GENEVA, GO EAST ON
 LA2383'HIGHWAY 67 FOR 1.5 MILES TO A LARGE BARN AND THE AZIMUTH MARK ON THE
 LA2383'LEFT.  CONTINUE EAST ON HIGHWAY 67 FOR 0.4 MILE TO THE STATION ON THE
 LA2383'RIGHT.
 LA2383'
 LA2383'REFERENCE MARK 2 IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA2383'BARN, 102 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 52 FEET SOUTH
 LA2383'OF THE CENTERLINE OF HIGHWAY 67.  THE MONUMENT IS FLUSH AND THE DISK
 LA2383'IS STAMPED BRYANT NO 2 1955.
 LA2383'
 LA2383'BENCH MARK L 227 RESET IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 LA2383'BENCH MARK DISK STAMPED L 227 1947 RESET 1962 SET IN THE TOP OF A
 LA2383'ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 84 FEET NORTHWEST
 LA2383'OF THE NORTHWEST CORNER OF THE BARN, 47 FEET SOUTH OF THE CENTERLINE
 LA2383'OF HIGHWAY 67 AND 1 FOOT SOUTHEAST OF A POWER POLE.
 LA2383'
 LA2383'THE AZIMUTH MARK IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LA2383'BARN, 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY 67, 2 FEET SOUTH OF A
 LA2383'WITNESS POST AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MONUMENT
 LA2383'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRYANT 1955 RESET 1962.
 LA2383'
 LA2383'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LA2383
 LA2383                          STATION RECOVERY (1963)
 LA2383
 LA2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2383'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN
 LA2383'ORIGINAL DESCRIPTION AND THE RECOVERY NOTE OF V.B.M. IN 1962.
 LA2383'
 LA2383'ABOUT 1.9 MILES E ALONG NO. 67 INDIANA HWY. FROM ITS INTERSECTION WITH
 LA2383'NO. 27 U. S.  HWY. WHICH INTERSECTION IS ABOUT 0.55 MILE N OF THE MAIN
 LA2383'STREET IN BRYANT, AN ESTIMATED 75 YARDS E OF FRAME HOUSE WHICH IS ON
 LA2383'CREST OF RIDGE, 87.6 FEET ESE OF CENTER OF CREOSOTED POWER POLE,
 LA2383'73-1/2 FEET S OF CENTER LINE OF 24-FOOT PAVEMENT OF HWY., ABOUT 6 FEET
 LA2383'HIGHER THAN SAME, 34.3 FEET NNW OF NE CORNER OF CONCRETE FOUNDATION OF
 LA2383'BARN, 11.6 FEET W OF PROJECTED PLANE OF E WALL OF SAME, STANDARD DISKS
 LA2383'STAMPED BRYANT 1955, NOTES 1A AND 7A, FLUSH.
 LA2383'
 LA2383'REFERENCE STAMPED BRYANT NO 2 1955, NOTE 11B, 0.1 FOOT UNDERGROUND, IS
 LA2383'81.01 FEET OR (24.692 METERS) ENE IN AZIMUTH 254 DEG 44 MIN FROM
 LA2383'STATION, 55 FEET S OF CENTER LINE OF HWY., 6.3 FEET HIGHER THAN SAME,
 LA2383'AND 9.5 FEET WSW OF CENTER OF CONCRETE RIGHT-OF-WAY MARKER.
 LA2383'
 LA2383'REFERENCE STAMPED L 227 1947 RESET 1962 IS A STANDARD COAST SURVEY
 LA2383'BENCH MARK DISK IN TOP OF CONCRETE POST, FLUSH, 85.95 FEET OR 26.198
 LA2383'METERS WNW IN AZIMUTH 104 DEG 27 MIN FROM STATION, 84-1/2 FEET NW OF
 LA2383'NW CORNER OF BARN, 50 FEET S OF CENTER LINE OF HWY., 3.0 FEET HIGHER
 LA2383'THAN SAME, AND 1.5 FEET ESE OF CENTER OF CREOSOTED POWER POLE.
 LA2383'
 LA2383'AZIMUTH MARK STAMPED BRYANT 1955 RESET 1962, NOTE 16B, PROJECTS 0.5
 LA2383'FOOT, IS ABOUT 0.4 MILE W IN AZIMUTH 92 DEG 31 MIN 18.1 SEC FROM
 LA2383'STATION, 40 YARDS E OF CREST OF RIDGE, 49 FEET N OF CENTER LINE OF
 LA2383'HWY., 3.1 FEET HIGHER THAN SAME, 16.3 FEET E OF NO. 60180 CREOSOTED
 LA2383'TELEPHONE POLE, ONE FOOT S OF FENCE CORNER, AND 1.9 FEET S OF STEEL
 LA2383'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1902 ***********************************************************************
 JA1902  DESIGNATION -  BRYANTSVILLE
 JA1902  PID         -  JA1902
 JA1902  STATE/COUNTY-  IN/LAWRENCE
 JA1902  COUNTRY     -  US
 JA1902  USGS QUAD   -  GEORGIA (2019)
 JA1902
 JA1902                         *CURRENT SURVEY CONTROL
 JA1902  ______________________________________________________________________
 JA1902* NAD 83(1997) POSITION- 38 44 06.74013(N) 086 34 38.75824(W)   ADJUSTED
 JA1902* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 JA1902  ______________________________________________________________________
 JA1902  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 JA1902  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JA1902  HORZ ORDER      -  SECOND
 JA1902
 JA1902.The horizontal coordinates were established by classical geodetic methods
 JA1902.and adjusted by the National Geodetic Survey in May 1999.
 JA1902
 JA1902.The orthometric height was scaled from a topographic map.
 JA1902
 JA1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1902.GEOID18 height accuracy estimate available here.
 JA1902
 JA1902.Click photographs - Photos may exist for this station.
 JA1902
 JA1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1902
 JA1902. The following values were computed from the NAD 83(1997) position.
 JA1902
 JA1902;                    North         East     Units Scale Factor Converg.
 JA1902;SPC IN W     -   387,223.172   943,985.874   MT  0.99999048   +0 18 59.6
 JA1902;SPC IN W     - 1,270,414.69  3,097,060.32   sFT  0.99999048   +0 18 59.6
 JA1902;UTM  16      - 4,287,477.476   536,726.895   MT  0.99961661   +0 15 51.9
 JA1902
 JA1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1902!SPC IN W     -   0.99996174  x   0.99999048  =   0.99995222
 JA1902!UTM  16      -   0.99996174  x   0.99961661  =   0.99957836
 JA1902
 JA1902:                Primary Azimuth Mark                     Grid Az
 JA1902:SPC IN W     -  BRYANTSVILLE AZ MK                       114 45 38.1
 JA1902:UTM  16      -  BRYANTSVILLE AZ MK                       114 48 45.8
 JA1902
 JA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3672687477(NAD 83)
 JA1902
 JA1902|---------------------------------------------------------------------|
 JA1902| PID    Reference Object                     Distance      Geod. Az  |
 JA1902|                                                           dddmmss.s |
 JA1902| CG7288 BRYANTSVILLE AZ MK                                 1150437.7 |
 JA1902| CG7289 BRYANTSVILLE RM 1                    24.159 METERS 19153     |
 JA1902| JA1901 BRYANTSVILLE LOOKOUT TOWER           27.440 METERS 34529     |
 JA1902| CG7290 BRYANTSVILLE RM 2                    32.022 METERS 35447     |
 JA1902|---------------------------------------------------------------------|
 JA1902
 JA1902                          SUPERSEDED SURVEY CONTROL
 JA1902
 JA1902  NAD 83(1986)-  38 44 06.74587(N)    086 34 38.76032(W) AD(       ) 2
 JA1902  NAD 27      -  38 44 06.56000(N)    086 34 38.78000(W) AD(       ) 2
 JA1902
 JA1902.Superseded values are not recommended for survey control.
 JA1902
 JA1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1902.See file dsdata.pdf to determine how the superseded data were derived.
 JA1902
 JA1902_MARKER: DS = TRIANGULATION STATION DISK
 JA1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1902_STAMPING: BRYANTSVILLE 1946
 JA1902_MARK LOGO: CGS
 JA1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1902+STABILITY: SURFACE MOTION
 JA1902
 JA1902  HISTORY     - Date     Condition        Report By
 JA1902  HISTORY     - 1946     MONUMENTED       CGS
 JA1902
 JA1902                          STATION DESCRIPTION
 JA1902
 JA1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1902'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE VILLAGE OF MITCHELL
 JA1902'AND 2 MILES NORTHWEST OF THE RAILROAD SIDING OF GEORGIA.  IT IS 90.04
 JA1902'FEET SOUTH OF THE BRYANTSVILLE LOOKOUT TOWER, 60 FEET NORTHWEST OF THE
 JA1902'JUNCTION OF TWO TRACK ROADS AND 78 FEET SOUTH OF THE SOUTHEAST LEG OF
 JA1902'THE LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JA1902'BRYANTSVILLE 1946.
 JA1902'
 JA1902'REFERENCE MARK NO 1 IS 79.26 FEET SOUTH OF THE STATION, 31.5 FEET OF
 JA1902'THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND 15 FEET SOUTHEAST OF A
 JA1902'24-INCH HICKORY TREE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1902'STAMPED BRYANTSVILLE NO 1 1946.
 JA1902'
 JA1902'REFERENCE MARK NO 2 IS 105.06 FEET NORTH OF THE STATION, 30 FEET SOUTH
 JA1902'OF THE NORTH EDGE OF A CLEARING AND 7 FEET NORTHEAST LEG OF THE
 JA1902'LOOKOUT TOWER.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 JA1902'BRYANTSVILLE NO 2 1946.
 JA1902'
 JA1902'THE AZIMUTH MARK IS 0.75 MILE SOUTHEAST OF THE STATION, 13 FEET SOUTH
 JA1902'OF THE CENTERLINE OF A GRAVELED ROAD, AND 6 FEET WEST OF A TELEPHONE
 JA1902'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1902'BRYANTSVILLE 1946.
 JA1902'
 JA1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37 IN
 JA1902'THE VILLAGE OF MITCHELL, GO WESTERLY ON STATE HIGHWAY 60 FOR 5 MILES
 JA1902'TO THE GEORGIA RAILROAD SIDING AND A GRAVELED CROSSROAD.  TURN RIGHT
 JA1902'ON GRAVELED ROAD AND GO 0.2 MILE TO A T ROAD INTERSECTION, THENCE LEFT
 JA1902'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 JA1902'NORTHWESTERLY UP HILL FOR 1.0 MILES TO THE BRYANTSVILLE LOOKOUT TOWER
 JA1902'AND THE STATION AS DESCRIBED.
 JA1902'
 JA1902'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1901 ***********************************************************************
 JA1901  DESIGNATION -  BRYANTSVILLE LOOKOUT TOWER
 JA1901  PID         -  JA1901
 JA1901  STATE/COUNTY-  IN/LAWRENCE
 JA1901  COUNTRY     -  US
 JA1901  USGS QUAD   -  GEORGIA (2019)
 JA1901
 JA1901                         *CURRENT SURVEY CONTROL
 JA1901  ______________________________________________________________________
 JA1901* NAD 83(1997) POSITION- 38 44 07.60161(N) 086 34 39.04288(W)   ADJUSTED
 JA1901  ______________________________________________________________________
 JA1901  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 JA1901  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JA1901  HORZ ORDER      -  THIRD
 JA1901
 JA1901.The horizontal coordinates were established by classical geodetic methods
 JA1901.and adjusted by the National Geodetic Survey in May 1999.
 JA1901
 JA1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1901.GEOID18 height accuracy estimate available here.
 JA1901
 JA1901.Click photographs - Photos may exist for this station.
 JA1901
 JA1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1901
 JA1901. The following values were computed from the NAD 83(1997) position.
 JA1901
 JA1901;                    North         East     Units Scale Factor Converg.
 JA1901;SPC IN W     -   387,249.698   943,978.853   MT  0.99999047   +0 18 59.4
 JA1901;SPC IN W     - 1,270,501.72  3,097,037.29   sFT  0.99999047   +0 18 59.4
 JA1901;UTM  16      - 4,287,503.999   536,719.901   MT  0.99961660   +0 15 51.7
 JA1901
 JA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3671987503(NAD 83)
 JA1901
 JA1901                          SUPERSEDED SURVEY CONTROL
 JA1901
 JA1901  NAD 83(1986)-  38 44 07.60733(N)    086 34 39.04515(W) AD(       ) 3
 JA1901  NAD 27      -  38 44 07.42100(N)    086 34 39.06500(W) AD(       ) 3
 JA1901
 JA1901.Superseded values are not recommended for survey control.
 JA1901
 JA1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1901.See file dsdata.pdf to determine how the superseded data were derived.
 JA1901
 JA1901_MARKER: 57 = LOOKOUT TOWER
 JA1901
 JA1901  HISTORY     - Date     Condition        Report By
 JA1901  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1901
 JA1901                          STATION DESCRIPTION
 JA1901
 JA1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1901'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE VILLAGE OF MITCHELL
 JA1901'AND 2 MILES NORTHWEST
 JA1901'OF THE RAILROAD SIDING OF GEORGIA.  THE TOWER IS A
 JA1901'FOUR LEGGED STEEL STRUCTURE AND 120
 JA1901'FEET HIGH WITH A GLASS-ENCLOSED
 JA1901'CAB AT THE TOP.  THE POINT INTERSECTED WAS THE APEX OF
 JA1901'THE ROOF OF THE
 JA1901'GLASS-ENCLOSED CAB.
 JA1901'
 JA1901'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JA1901'BRYANTSVILLE.  IT IS 27.444
 JA1901'METERS (90.04 FEET) NORTH OF THE TRIANGULATION STATION.
 JA1901'
 JA1901'TO REACH THE LOOKOUT TOWER FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 JA1901'37 IN THE VILLAGE OF
 JA1901'MITCHELL, GO WESTERLY ON STATE HIGHWAY 60 FOR 5 MILES TO
 JA1901'THE GEORGIA RAILROAD SIDING
 JA1901'AND A GRAVELED CROSSROAD.  *TURN RIGHT ON
 JA1901'GRAVELED ROAD AND GO 0.2 MILE TO A T-ROAD
 JA1901'INTERSECTION, THENCE LEFT
 JA1901'1.25 MILES TO THE BRYANTSVILLE LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2580 ***********************************************************************
 LB2580  DESIGNATION -  BUCK
 LB2580  PID         -  LB2580
 LB2580  STATE/COUNTY-  IN/TIPPECANOE
 LB2580  COUNTRY     -  US
 LB2580  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2580
 LB2580                         *CURRENT SURVEY CONTROL
 LB2580  ______________________________________________________________________
 LB2580* NAD 83(1997) POSITION- 40 29 21.76779(N) 086 48 50.23781(W)   ADJUSTED
 LB2580* NAVD 88 ORTHO HEIGHT -   190.24  (+/-2cm)      624.1   (feet) VERTCON3
 LB2580  ______________________________________________________________________
 LB2580  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 LB2580  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LB2580  HORZ ORDER      -  SECOND
 LB2580  VERT ORDER      -  THIRD ? (See Below)
 LB2580
 LB2580.The horizontal coordinates were established by classical geodetic methods
 LB2580.and adjusted by the National Geodetic Survey in May 1999.
 LB2580
 LB2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2580
 LB2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2580.GEOID18 height accuracy estimate available here.
 LB2580
 LB2580.The vertical order pertains to the NGVD 29 superseded value.
 LB2580
 LB2580.Click photographs - Photos may exist for this station.
 LB2580
 LB2580.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2580
 LB2580. The following values were computed from the NAD 83(1997) position.
 LB2580
 LB2580;                    North         East     Units Scale Factor Converg.
 LB2580;SPC IN W     -   581,891.110   922,837.456   MT  0.99997308   +0 10 29.7
 LB2580;SPC IN W     - 1,909,087.75  3,027,675.89   sFT  0.99997308   +0 10 29.7
 LB2580;UTM  16      - 4,482,092.529   515,766.805   MT  0.99960306   +0 07 14.9
 LB2580
 LB2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2580!SPC IN W     -   0.99997547  x   0.99997308  =   0.99994855
 LB2580!UTM  16      -   0.99997547  x   0.99960306  =   0.99957854
 LB2580
 LB2580:                Primary Azimuth Mark                     Grid Az
 LB2580:SPC IN W     -  BUCK AZ MK                               138 32 17.3
 LB2580:UTM  16      -  BUCK AZ MK                               138 35 32.1
 LB2580
 LB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1576682092(NAD 83)
 LB2580
 LB2580|---------------------------------------------------------------------|
 LB2580| PID    Reference Object                     Distance      Geod. Az  |
 LB2580|                                                           dddmmss.s |
 LB2580| CC8341 BUCK RM 1                            31.620 METERS 03351     |
 LB2580| CC8340 BUCK AZ MK                                         1384247.0 |
 LB2580| LB2582 LAFAYETTE ALUMINUM CO AMER STK      APPROX.10.6 KM 2034350.2 |
 LB2580| CC8342 BUCK RM 2                            34.372 METERS 25927     |
 LB2580|---------------------------------------------------------------------|
 LB2580
 LB2580                          SUPERSEDED SURVEY CONTROL
 LB2580
 LB2580  NAD 83(1986)-  40 29 21.77432(N)    086 48 50.24923(W) AD(       ) 2
 LB2580  NAD 27      -  40 29 21.64860(N)    086 48 50.21540(W) AD(       ) 2
 LB2580  NGVD 29             190.34   (m)          624.5    (f) LEVELING    3  
 LB2580
 LB2580.Superseded values are not recommended for survey control.
 LB2580
 LB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2580.See file dsdata.pdf to determine how the superseded data were derived.
 LB2580
 LB2580_MARKER: DS = TRIANGULATION STATION DISK
 LB2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2580_STAMPING: BUCK 1948
 LB2580_MARK LOGO: CGS
 LB2580_PROJECTION: FLUSH
 LB2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2580+STABILITY: SURFACE MOTION
 LB2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2580+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 LB2580
 LB2580  HISTORY     - Date     Condition        Report By
 LB2580  HISTORY     - 1948     MONUMENTED       CGS
 LB2580  HISTORY     - 1953     GOOD             INFCC
 LB2580  HISTORY     - 1965     GOOD             CGS
 LB2580  HISTORY     - 20030715 GOOD             INDIV
 LB2580  HISTORY     - 20040920 GOOD             GEOCAC
 LB2580  HISTORY     - 20090327 GOOD             INDOT
 LB2580
 LB2580                          STATION DESCRIPTION
 LB2580
 LB2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2580'STATION IS LOCATED 10 MILES SOUTHWEST OF DELPHI AND 6 MILES
 LB2580'NORTHEAST OF LAFAYETTE ON PROPERTY OWNED BY MR. BEN YOUNG.  IT IS
 LB2580'250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 80
 LB2580'FEET WEST OF A 20 INCH MAPLE TREE, 38 FEET NORTH OF THE CENTER OF A
 LB2580'GRAVEL ROAD AND 17 FEET NORTH OF A WHITE WITNESS POST AND FENCE
 LB2580'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUCK 1948.
 LB2580'
 LB2580'REFERENCE MARK NO. 1 IS 103.74 FEET NORTHEAST OF THE STATION.  IT IS
 LB2580'144 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 100 FEET NORTH
 LB2580'OF A FENCE LINE AND 90 FEET SOUTH OF A FENCE LINE.  THE MARK IS
 LB2580'FLUSH AND THE DISK IS STAMPED BUCK NO 1 1948.
 LB2580'
 LB2580'REFERENCE MARK NO. 2 IS 112.77 FEET WEST OF THE STATION.  IT IS 21
 LB2580'FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF A WHITE
 LB2580'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BUCK NO 2
 LB2580'1948.
 LB2580'
 LB2580'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 20
 LB2580'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET SOUTH OF A
 LB2580'TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT NORTH OF A
 LB2580'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LB2580'STAMPED BUCK 1948.
 LB2580'
 LB2580'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 39
 LB2580'IN THE WEST SECTION OF DELPHI GO SOUTHEAST ON HIGHWAY 25 FOR 10.1
 LB2580'MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT AND GO EAST FOR 0.3 MILE
 LB2580'TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2580'
 LB2580'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE GRAVEL
 LB2580'ROAD FOR 0.2 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH
 LB2580'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2580'
 LB2580'HEIGHT OF LIGHT ABOVE STATION 34 METERS.
 LB2580
 LB2580                          STATION RECOVERY (1953)
 LB2580
 LB2580'RECOVERY NOTE BY IN FLOOD CONTR COMM 1953 (JIP)
 LB2580'LETTER OF MR. J. I. PERREY, CHIEF ENGR., INDIANA FLOOD CONTROL AND
 LB2580'WATER RESOURCES COMMISSION, INDIANAPOLIS, IND., DATED 11/27/53--
 LB2580'
 LB2580'THE FOLLOWING IS A NEW DESCRIPTION--
 LB2580'
 LB2580'STATION IS LOCATED 10.6 MILES SW OF DELPHI, 4.6 MILES NE OF LAFAYETTE
 LB2580'CITY LIMITS (JUNCTION OF US 52 BY-PASS AND SR 25), AND 1.9 MILES SE
 LB2580'OF BATTLE GROUND ON PROPERTY OWNED BY MR. BEN NYDEGGER.  IT IS 250
 LB2580'FEET SW OF THE SW CORNER OF A FRAME HOUSE, 80 FEET W OF A 20-INCH
 LB2580'MAPLE TREE, 38 FEET N OF THE CENTER OF A GRAVEL ROAD AND 17 FEET
 LB2580'N OF A WHITE WITNESS POST AND FENCE LINE.
 LB2580'
 LB2580'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 25 AND 39 IN
 LB2580'DELPHI, GO SE ALONG SR 25 FOR 10.6 MILES TO A GRAVEL T-ROAD S
 LB2580'(0.1 MILE SW OF JUNCTION 25 AND 225).  GO S 0.1 MILES THENCE E 0.1
 LB2580'MILE TO STATION ON LEFT AS DESCRIBED.
 LB2580
 LB2580                          STATION RECOVERY (1965)
 LB2580
 LB2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2580'BUCK 1948 ALL MARKS RECOVERED IN GOOD CONDITION.
 LB2580'
 LB2580'CHANGES AND DELETIONS ARE AS FOLLOWS--
 LB2580'STATION IS NOW 14.6 FEET N OF FENCE LINE.  DELETE WITNESS POST.
 LB2580'
 LB2580'R. M. 2 IS NOW 23 FEET N OF ROAD AND 7 INCHES S OF FENCE LINE.
 LB2580'DELETE (6 FT S OF A TELEPHONE POLE) IN AZIMUTH MARK PARAGRAPH.
 LB2580
 LB2580                          STATION RECOVERY (2003)
 LB2580
 LB2580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LB2580'RECOVERED AS DESCRIBED
 LB2580
 LB2580                          STATION RECOVERY (2004)
 LB2580
 LB2580'RECOVERY NOTE BY GEOCACHING 2004 (JEG)
 LB2580'MAPLE TREE REFERENCED IN ORIGINAL PLACEMENT IS NO LONGER THERE.  THIS
 LB2580'AREA IS NOW PART OF A SUBDIVISION RECENTLY CONSTRUCTED.
 LB2580
 LB2580                          STATION RECOVERY (2009)
 LB2580
 LB2580'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1754 ***********************************************************************
 JA1754  DESIGNATION -  BUCK
 JA1754  PID         -  JA1754
 JA1754  STATE/COUNTY-  IN/HARRISON
 JA1754  COUNTRY     -  US
 JA1754  USGS QUAD   -  MAUCKPORT (2019)
 JA1754
 JA1754                         *CURRENT SURVEY CONTROL
 JA1754  ______________________________________________________________________
 JA1754* NAD 83(1997) POSITION- 38 03 45.04952(N) 086 08 42.95727(W)   ADJUSTED
 JA1754* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 JA1754  ______________________________________________________________________
 JA1754  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 JA1754  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 JA1754  HORZ ORDER      -  SECOND
 JA1754
 JA1754.The horizontal coordinates were established by classical geodetic methods
 JA1754.and adjusted by the National Geodetic Survey in May 1999.
 JA1754
 JA1754.The orthometric height was scaled from a topographic map.
 JA1754
 JA1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1754.GEOID18 height accuracy estimate available here.
 JA1754
 JA1754.Click photographs - Photos may exist for this station.
 JA1754
 JA1754.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1754
 JA1754. The following values were computed from the NAD 83(1997) position.
 JA1754
 JA1754;                    North         East     Units Scale Factor Converg.
 JA1754;SPC IN E     -   312,540.787    58,000.442   MT  0.99998838   -0 17 42.3
 JA1754;SPC IN E     - 1,025,394.23    190,289.78   sFT  0.99998838   -0 17 42.3
 JA1754;UTM  16      - 4,213,095.907   574,980.295   MT  0.99966924   +0 31 37.1
 JA1754
 JA1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1754!SPC IN E     -   0.99997695  x   0.99998838  =   0.99996533
 JA1754!UTM  16      -   0.99997695  x   0.99966924  =   0.99964620
 JA1754
 JA1754:                Primary Azimuth Mark                     Grid Az
 JA1754:SPC IN E     -  BUCK AZ MK                               356 51 05.1
 JA1754:UTM  16      -  BUCK AZ MK                               356 01 45.7
 JA1754
 JA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7498013095(NAD 83)
 JA1754
 JA1754|---------------------------------------------------------------------|
 JA1754| PID    Reference Object                     Distance      Geod. Az  |
 JA1754|                                                           dddmmss.s |
 JA1754| CG7292 BUCK RM 2                            22.186 METERS 01924     |
 JA1754| CG7291 BUCK AZ MK                                         3563322.8 |
 JA1754|---------------------------------------------------------------------|
 JA1754
 JA1754                          SUPERSEDED SURVEY CONTROL
 JA1754
 JA1754  NAD 83(1993)-  38 03 45.04982(N)    086 08 42.95749(W) AD(       ) 2
 JA1754  NAD 83(1986)-  38 03 45.05538(N)    086 08 42.96301(W) AD(       ) 2
 JA1754  NAD 27      -  38 03 44.79400(N)    086 08 43.07700(W) AD(       ) 2
 JA1754
 JA1754.Superseded values are not recommended for survey control.
 JA1754
 JA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1754.See file dsdata.pdf to determine how the superseded data were derived.
 JA1754
 JA1754_MARKER: DS = TRIANGULATION STATION DISK
 JA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1754_STAMPING: BUCK 1947
 JA1754_MARK LOGO: CGS
 JA1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1754+STABILITY: SURFACE MOTION
 JA1754
 JA1754  HISTORY     - Date     Condition        Report By
 JA1754  HISTORY     - 1947     MONUMENTED       CGS
 JA1754  HISTORY     - 1968     GOOD             CGS
 JA1754
 JA1754                          STATION DESCRIPTION
 JA1754
 JA1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1754'THIS STATION IS ABOUT 2-1/2 MILES AIRLINE SOUTH-SOUTHEAST OF CENTRAL
 JA1754'AND ABOUT 4 MILES AIRLINE NORTHEAST OF MAUCKPORT. IT IS
 JA1754'AT A DEFORMED-T ROAD INTERSECTION NEAR THE CENTER OF SEC. 24, T. 5
 JA1754'S., R. 3 E., ABOUT 45 YARDS EAST OF A NORTH-SOUTH ROAD, AND ABOUT
 JA1754'6 YARDS SOUTH OF THE ROUNDED TOP OF A HILLOCK. THE MARK PROJECTS 8
 JA1754'INCHES, AND THE DISK IS STAMPED BUCK 1947.
 JA1754'
 JA1754'THERE IS NO REFERENCE MARK NUMBERED ONE.
 JA1754'
 JA1754'REFERENCE MARK NO. 2 IS 72.79 FEET ABOUT NORTH OF THE STATION AND
 JA1754'ABOUT 50 FEET NORTHWEST OF THE ROUNDED TOP OF THE HILLOCK. THE
 JA1754'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BUCK NO 2 1947.
 JA1754'
 JA1754'W 33 1937 U.S.G.S. IS A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK
 JA1754'STAMPED W 33 587 1937 AND SET IN THE TOP OF AN 8-INCH SQUARE
 JA1754'CONCRETE POST WHICH PROJECTS 8 INCHES. IT IS 160.03 FT. ABOUT WEST OF
 JA1754'THE STATION, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 JA1754'AND 12 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD. IT IS 587
 JA1754'FEET ABOVE SEA LEVEL.
 JA1754'
 JA1754'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT 200 FEET
 JA1754'SOUTH OF THE TOP OF A HILL IN THE ROAD GRADE, 15 FEET EAST OF
 JA1754'THE CENTER OF THE ROAD, 15 FEET NORTH OF 12-INCH TWIN TREES, AND
 JA1754'3-1/2 FEET WEST OF A WITNESS POST.
 JA1754'
 JA1754'TO REACH THE STATION FROM THE T-INTERSECTION OF ASPHALT-SURFACED
 JA1754'ROADS IN THE VILLAGE OF CENTRAL, GO SOUTH ON STATE HIGHWAY 135
 JA1754'FOR 1.0 MILE AND TURN LEFT ONTO A GRAVEL ROAD, THENCE EAST 0.8 MILE
 JA1754'AND TURN RIGHT, THENCE SOUTH 1.1 MILES AND BEAR LEFT AT ROAD
 JA1754'FORK, THENCE SOUTHERLY 0.15 MILE AND BEAR RIGHT AT A SECOND FORK,
 JA1754'THENCE SOUTH 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, THENCE
 JA1754'CONTINUE 0.3 MILE TO A ROAD INTERSECTION AND THE STATION.
 JA1754'
 JA1754'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1754
 JA1754                          STATION RECOVERY (1968)
 JA1754
 JA1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1754'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 JA1754'CONDITION.
 JA1754'
 JA1754'DUE TO CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 JA1754'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE. FOLLOWING IS A NEW
 JA1754'AND COMPLETE DESCRIPTION.
 JA1754'
 JA1754'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MAUCKPORT, 2-1/2
 JA1754'MILES SOUTH-SOUTHEAST OF CENTRAL, AND IN THE BACK YARD OF THE
 JA1754'FARM HOME OF MR. WIB WISEMAN.
 JA1754'
 JA1754'TO REACH THE STATION FROM THE CROSSROAD IN THE SMALL COMMUNITY OF
 JA1754'CENTRAL, GO SOUTHERLY ON EXISTING STATE ROUTE 135 FOR 0.1 OF A
 JA1754'MILE TO A SMALL POST OFFICE ON THE RIGHT, CONTINUE SOUTHERLY ON STATE
 JA1754'ROUTE 135 0.9 OF A MILE TO AN OILED T ROAD LEFT. HERE TURN
 JA1754'LEFT AND GO EAST ON THE OILED ROAD FOR 0.8 OF A MILE TO A GRAVELED T
 JA1754'ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD
 JA1754'FOR 1.1 MILES TO A FORK. HERE KEEP THE LEFT FORK AND GO
 JA1754'SOUTH-SOUTHEASTERLY FOR 0.15 OF A MI. TO A FORK, KEEP THE
 JA1754'RIGHT FORK AND CONTINUE SOUTHERLY ON A GRAVEL RD. FOR 0.1 MILE
 JA1754'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHERLY ON THE GRAVELED
 JA1754'ROAD FOR 0.3 OF A MILE TO A GRAVELED T ROAD RIGHT AND THE FARM
 JA1754'HOME OF MR. WIB WISEMAN ON THE LEFT AND THE STATION AS DESCRIBED.
 JA1754'
 JA1754'THE STATION IS LOCATED IN THE BACK YARD OF THE FARM HOME NEAR THE
 JA1754'SOUTHWEST CORNER OF A FENCED GARDEN PLOT, 35 FEET
 JA1754'NORTH-NORTHWEST OF A 30-INCH WHITE OAK TREE, 34 FEET EAST-SOUTHEAST
 JA1754'OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 10 FEET NORTHEAST
 JA1754'OF AN 8-INCH PEACH TREE, AND 3.7 FEET WEST OF A METAL WITNESS POST
 JA1754'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1754'SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 JA1754'STAMPED BUCK 1947.
 JA1754'
 JA1754'NO REFERENCE MARK NO. 1 WAS EVER ESTABLISHED FOR THIS STATION. SEE
 JA1754'FOLLOWING DESCRIPTION FOR W 33 1937 USGS WHICH SUFFICED.
 JA1754'
 JA1754'W 33 1937 USGS IS ACROSS THE GRAVELED ROAD WEST OF THE STATION, 47.5
 JA1754'FEET SOUTH-SOUTHEAST OF A GUYED UTILITY AND TRANSFORMER POLE,
 JA1754'27 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED T ROAD
 JA1754'LEADING WEST, 14 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JA1754'NORTH-SOUTH GRAVELED ROAD, 10 FEET NORTHEAST OF A 14-INCH RED CEDAR
 JA1754'TREE, AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST AND
 JA1754'SIGN. IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF AN
 JA1754'8-INCH, SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 12 INCHES AND
 JA1754'THE DISK IS STAMPED W 33 1937 587. A SECOND-ORDER TRAVERSE
 JA1754'CONNECTION WAS MADE TO THIS MARK IN 1947, THE MEASURED DISTANCE BEING
 JA1754'160.03 FEET - 48.778 METERS.
 JA1754'
 JA1754'REFERENCE MARK NO. 2 IS IN THE GARDEN PLOT, 32 FEET EAST OF THE
 JA1754'NORTHEAST CORNER OF A GARAGE, 30 FEET SOUTHEAST OF A 20-INCH
 JA1754'WHITE OAK TREE AND 20 FEET EAST OF THE GARDEN FENCE. IT IS A STANDARD
 JA1754'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JA1754'THAT PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED BUCK NO 2 1947.
 JA1754'
 JA1754'AS THE WISEMAN HOME HAS BEEN BUILT ON LINE BETWEEN W 33 1937 USGS AND
 JA1754'REFERENCE MARK NO. 2, THE MARKS COULD NOT BE MEASURED BETWEEN.
 JA1754'
 JA1754'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF THE CREST OF A HILL AND
 JA1754'CUT IN THE ROAD GRADE, 35 FEET EAST AND ACROSS THE GRAVELED
 JA1754'ROAD FROM A 14-INCH RED CEDAR TREE, 16 FEET EAST OF THE APPROXIMATE
 JA1754'CENTER OF THE GRAVELED ROAD, 15 FEET SOUTH OF AN 18-INCH,
 JA1754'TRIANGLE BLAZED, SHINGLE OAK TREE, AND 0.8 OF A FOOT NORTH OF A METAL
 JA1754'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP
 JA1754'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 JA1754'DISK IS STAMPED BUCK 1947.
 JA1754'
 JA1754'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 JA1754'
 JA1754'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2026 ***********************************************************************
 LA2026  DESIGNATION -  BUCKEYE
 LA2026  PID         -  LA2026
 LA2026  STATE/COUNTY-  IN/HUNTINGTON
 LA2026  COUNTRY     -  US
 LA2026  USGS QUAD   -  LIBERTY CENTER (2019)
 LA2026
 LA2026                         *CURRENT SURVEY CONTROL
 LA2026  ______________________________________________________________________
 LA2026* NAD 83(1997) POSITION- 40 42 45.08211(N) 085 22 23.81108(W)   ADJUSTED
 LA2026* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LA2026  ______________________________________________________________________
 LA2026  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 LA2026  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 LA2026  HORZ ORDER      -  SECOND
 LA2026
 LA2026.The horizontal coordinates were established by classical geodetic methods
 LA2026.and adjusted by the National Geodetic Survey in May 1999.
 LA2026
 LA2026.The orthometric height was scaled from a topographic map.
 LA2026
 LA2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2026.GEOID18 height accuracy estimate available here.
 LA2026
 LA2026.Click photographs - Photos may exist for this station.
 LA2026
 LA2026.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2026
 LA2026. The following values were computed from the NAD 83(1997) position.
 LA2026
 LA2026;                    North         East     Units Scale Factor Converg.
 LA2026;SPC IN E     -   606,675.992   124,790.197   MT  0.99997423   +0 11 28.9
 LA2026;SPC IN E     - 1,990,402.82    409,415.84   sFT  0.99997423   +0 11 28.9
 LA2026;UTM  16      - 4,508,117.640   637,405.053   MT  0.99983239   +1 03 40.4
 LA2026
 LA2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2026!SPC IN E     -   0.99996474  x   0.99997423  =   0.99993897
 LA2026!UTM  16      -   0.99996474  x   0.99983239  =   0.99979713
 LA2026
 LA2026:                Primary Azimuth Mark                     Grid Az
 LA2026:SPC IN E     -  BUCKEYE AZ MK                            176 47 59.4
 LA2026:UTM  16      -  BUCKEYE AZ MK                            175 55 47.9
 LA2026
 LA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3740508117(NAD 83)
 LA2026
 LA2026|---------------------------------------------------------------------|
 LA2026| PID    Reference Object                     Distance      Geod. Az  |
 LA2026|                                                           dddmmss.s |
 LA2026| CC8346 BUCKEYE RM 1                         56.928 METERS 00039     |
 LA2026| CC8347 BUCKEYE RM 2                         39.591 METERS 11504     |
 LA2026| CC8344 BUCKEYE AZ MK                                      1765928.3 |
 LA2026|---------------------------------------------------------------------|
 LA2026
 LA2026                          SUPERSEDED SURVEY CONTROL
 LA2026
 LA2026  NAD 83(1995)-  40 42 45.08308(N)    085 22 23.82191(W) AD(       ) 2
 LA2026  NAD 83(1986)-  40 42 45.08497(N)    085 22 23.82621(W) AD(       ) 2
 LA2026  NAD 27      -  40 42 44.91980(N)    085 22 23.92770(W) AD(       ) 2
 LA2026
 LA2026.Superseded values are not recommended for survey control.
 LA2026
 LA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2026.See file dsdata.pdf to determine how the superseded data were derived.
 LA2026
 LA2026_MARKER: DS = TRIANGULATION STATION DISK
 LA2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2026_STAMPING: BUCKEYE 1948
 LA2026_MARK LOGO: CGS
 LA2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2026+STABILITY: SURFACE MOTION
 LA2026
 LA2026  HISTORY     - Date     Condition        Report By
 LA2026  HISTORY     - 1948     MONUMENTED       CGS
 LA2026  HISTORY     - 1955     GOOD             CGS
 LA2026  HISTORY     - 1964     GOOD             CGS
 LA2026
 LA2026                          STATION DESCRIPTION
 LA2026
 LA2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2026'THE STATION IS LOCATED 10 MILES SOUTHWEST OF BLUFFTON, 8 MILES
 LA2026'SOUTHWEST OF MARKLE AND 4 MILES NORTHEAST OF WARREN ON THE WEST SIDE
 LA2026'OF STATE HIGHWAY NO. 3.
 LA2026'
 LA2026'IT IS 62 FEET NORTHWEST OF THE INTERSECTION OF HIGHWAY AND GRAVEL
 LA2026'CROSSROAD, 42 FEET WEST OF THE CENTER OF THE HIGHWAY, 15 FEET
 LA2026'SOUTHEAST OF A WHITE WITNESS POST AND 15 FEET EAST OF A FENCELINE.
 LA2026'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED BUCKEYE 1948.
 LA2026'
 LA2026'REFERENCE MARK NO. 1 IS 186.75 FEET NORTH OF THE STATION.  IT IS 42
 LA2026'FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT WEST OF A FENCELINE.
 LA2026'THE MARK IS FLUSH AND THE DISK IS STAMPED BUCKEYE NO 1 1948.
 LA2026'
 LA2026'REFERENCE MARK NO. 2 IS 129.85 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2026'76 FEET SOUTHEAST OF THE INTERSECTION, 15 FEET SOUTH OF THE CENTER OF
 LA2026'GRAVEL ROAD, 3 FEET SOUTHWEST OF A POWERLINE POLE AND 1 FOOT WEST OF A
 LA2026'STATE HIGHWAY RIGHT-OF-WAY MARKER.  THE MARK PROJECTS 8 INCHES AND THE
 LA2026'DISK IS STAMPED BUCKEYE NO 2 1948.
 LA2026'
 LA2026'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT IS 41 FEET
 LA2026'EAST OF THE CENTER OF HIGHWAY, 2 FEET SOUTH OF A WHITE WITNESS POST
 LA2026'AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE
 LA2026'DISK IS STAMPED BUCKEYE 1948.
 LA2026'
 LA2026'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 3 NO. 5
 LA2026'AND NO. 118 WHICH IS 4 MILES EAST OF WARREN, GO NORTH ON STATE HIGHWAY
 LA2026'NO. 3 FOR 3.55 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 LA2026'0.35 MILE TO A GRAVEL CROSSROAD AND THE STATION IN THE NORTHWEST
 LA2026'ANGLE.
 LA2026'
 LA2026'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2026
 LA2026                          STATION RECOVERY (1955)
 LA2026
 LA2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2026'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  THE ORIGINAL
 LA2026'DESCRIPTION IS ACCURATE AND ADEQUARTE.
 LA2026'
 LA2026'HEIGHT OF LIGHT  38 METERS.
 LA2026
 LA2026                          STATION RECOVERY (1964)
 LA2026
 LA2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2026'ABOUT 4 MILES NE OF WARREN, OR 1.0 MILES E ALONG NO. 124 INDIANA HWY.
 LA2026'FROM THE CROSSROADS IN VILLAGE OF PLUM TREE, THENCE 2.0 MILES S ALONG
 LA2026'NO. 3 INDIANA HWY. TO THE STATION ON RIGHT, 44 FEET W OF CENTER LINE
 LA2026'OF 24-FOOT ASPHALT HWY. PAVEMENT, 1.1 FEET LOWER THAN SAME, 38 FEET N
 LA2026'OF CENTER LINE OF NO. 800 S GRAVELED COUNTY ROAD, STANDARD DISKS
 LA2026'STAMPED BUCKEYE 1948 SET IN MARKS WITH THE UPPER MARK PROJECTING 0.8
 LA2026'FOOT ABOVE GROUND.
 LA2026'
 LA2026'R.M. STAMPED BUCKEYE NO 1 1948, FLUSH, IS 186.71 FEET (56.908 METERS)
 LA2026'N 00 DEG 41 MIN E FROM THE STATION, 41 FEET W. OF CENTER LINE OF HWY.,
 LA2026'3.3 FEET LOWER THAN SAME, 42-1/2 FEET NNW OF CENTER OF DRAIN TILE
 LA2026'INLET, AND 1 FOOT W OF STEEL WITNESS POST.
 LA2026'
 LA2026'R.M. STAMPED BUCKEYE NO 2 1948, PROJECTS 0.7 FOOT, IS 129.84 FEET
 LA2026'(39.575 METERS) S 64 DEG 56 MIN E FROM THE STATION, 73-1/2 FEET E OF
 LA2026'CENTER LINE OF HWY., 19 FEET S OF CENTER LINE OF GRAVEL ROAD, 0.7 FOOT
 LA2026'LOWER THAN SAME, AND 1 FOOT W OF CONCRETE RIGHT-OF-WAY MARKER.
 LA2026'
 LA2026'AZIMUTH MARK STAMPED BUCKEYE 1948, PROJECTS 0.7 FOOT, IS ABOUT 0.35
 LA2026'MILES S 03 DEG 01 MIN E FROM THE STATION, ON CREST OF RIDGE, 39 FEET E
 LA2026'OF CENTER LINE OF HWY., 0.1 FOOT LOWER THAN SAME, AND 2 FEET N OF
 LA2026'STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2491 ***********************************************************************
 LB2491  DESIGNATION -  BUCKEYE
 LB2491  PID         -  LB2491
 LB2491  STATE/COUNTY-  IN/HOWARD
 LB2491  COUNTRY     -  US
 LB2491  USGS QUAD   -  KOKOMO WEST (2019)
 LB2491
 LB2491                         *CURRENT SURVEY CONTROL
 LB2491  ______________________________________________________________________
 LB2491* NAD 83(1997) POSITION- 40 28 49.27189(N) 086 07 56.61019(W)   ADJUSTED
 LB2491* NAVD 88 ORTHO HEIGHT -   245.46  (+/-2cm)      805.3   (feet) VERTCON3
 LB2491  ______________________________________________________________________
 LB2491  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 LB2491  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 LB2491  HORZ ORDER      -  SECOND
 LB2491  VERT ORDER      -  THIRD ? (See Below)
 LB2491
 LB2491.The horizontal coordinates were established by classical geodetic methods
 LB2491.and adjusted by the National Geodetic Survey in May 1999.
 LB2491
 LB2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2491
 LB2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2491.GEOID18 height accuracy estimate available here.
 LB2491
 LB2491.The vertical order pertains to the NGVD 29 superseded value.
 LB2491
 LB2491.Click photographs - Photos may exist for this station.
 LB2491
 LB2491.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2491
 LB2491. The following values were computed from the NAD 83(1997) position.
 LB2491
 LB2491;                    North         East     Units Scale Factor Converg.
 LB2491;SPC IN E     -   580,958.121    60,511.261   MT  0.99998585   -0 18 08.4
 LB2491;SPC IN E     - 1,906,026.77    198,527.36   sFT  0.99998585   -0 18 08.4
 LB2491;UTM  16      - 4,481,435.423   573,537.685   MT  0.99966656   +0 33 47.8
 LB2491
 LB2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2491!SPC IN E     -   0.99996689  x   0.99998585  =   0.99995275
 LB2491!UTM  16      -   0.99996689  x   0.99966656  =   0.99963347
 LB2491
 LB2491:                Primary Azimuth Mark                     Grid Az
 LB2491:SPC IN E     -  MAIN                                     167 39 48.2
 LB2491:UTM  16      -  MAIN                                     166 47 52.0
 LB2491
 LB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7353781435(NAD 83)
 LB2491
 LB2491|---------------------------------------------------------------------|
 LB2491| PID    Reference Object                     Distance      Geod. Az  |
 LB2491|                                                           dddmmss.s |
 LB2491| CC8343 BUCKEYE RM                            3.140 METERS 07837     |
 LB2491| LB2486 MAIN                                430.916 METERS 1672139.8 |
 LB2491|---------------------------------------------------------------------|
 LB2491
 LB2491                          SUPERSEDED SURVEY CONTROL
 LB2491
 LB2491  NAD 83(1986)-  40 28 49.27277(N)    086 07 56.62228(W) AD(       ) 2
 LB2491  NAD 27      -  40 28 49.13930(N)    086 07 56.64660(W) AD(       ) 2
 LB2491  USSD        -  40 28 49.16000(N)    086 07 56.51700(W) AD(       ) 3
 LB2491  NGVD 29             245.58   (m)          805.7    (f) LEVELING    3  
 LB2491
 LB2491.Superseded values are not recommended for survey control.
 LB2491
 LB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2491.See file dsdata.pdf to determine how the superseded data were derived.
 LB2491
 LB2491_MARKER: DS = TRIANGULATION STATION DISK
 LB2491_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2491_SP_SET: PAVEMENT
 LB2491_STAMPING: BUCKEYE 1920
 LB2491_MARK LOGO: CGS
 LB2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2491+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 LB2491
 LB2491  HISTORY     - Date     Condition        Report By
 LB2491  HISTORY     - 1920     MONUMENTED       CGS
 LB2491  HISTORY     - 1935     GOOD             INGS
 LB2491  HISTORY     - 1954     MARK NOT FOUND   CGS
 LB2491  HISTORY     - 20071010 GOOD             MAJENG
 LB2491  HISTORY     - 20200716 GOOD             MCA
 LB2491
 LB2491                          STATION DESCRIPTION
 LB2491
 LB2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2491'ABOUT THREE-FOURTHS MILE FROM LAKE ERIE AND WESTERN RAILROAD
 LB2491'STATION AT KOKOMO, ON THE W SIDE OF THE TRACK, ON THE E SIDE
 LB2491'OF THE CONCRETE PAVEMENT OF S BUCKEYE STREET, 35 YARDS S OF W
 LB2491'KING STREET, 50 YARDS N OF A SWITCH LEADING INTO A COAL YARD,
 LB2491'7.680 METERS (25.2 FEET) W OF THE W AND NEAREST RAIL OF THE
 LB2491'MAIN TRACK.  THE STATION MARK IS A BRONZE TABLET SET IN THE
 LB2491'CONCRETE PAVEMENT.  THE REFERENCE MARK IS ON THE CURBING E OF
 LB2491'THE STATION, 3.14 METERS (10.3 FEET) FROM THE STATION
 LB2491'N 78 DEG 38 MIN E.
 LB2491
 LB2491                          STATION RECOVERY (1935)
 LB2491
 LB2491'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1935
 LB2491'STATION RECOVERED.  DESCRIPTION CHECKED.
 LB2491
 LB2491                          STATION RECOVERY (1954)
 LB2491
 LB2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2491'THE STATION MARK WAS NOT RECOVERED SINCE THE CONCRETE PAVEMENT,
 LB2491'IN WHICH THE DISK WAS SET, HAS BEEN COVERED WITH SEVERAL INCHES
 LB2491'OF ASPHALT.  THE STATION SITE WAS POSITIVELY IDENTIFIED, AND IT IS
 LB2491'BELIEVED THAT THE STATION MARK IS STILL INTACT.  THE REFERENCE
 LB2491'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS STAMPED
 LB2491'BUCKEYE 1920.
 LB2491'
 LB2491'THIS IS A TRAVERSE STATION.
 LB2491
 LB2491                          STATION RECOVERY (2007)
 LB2491
 LB2491'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2007 (MKC)
 LB2491'RECOVERED IN GOOD CONDITION.
 LB2491
 LB2491                          STATION RECOVERY (2020)
 LB2491
 LB2491'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 LB2491'THE MARK IS LOCATED IN THE NORTHBOUND LANE AND IS 0.50 FT (15 CM)
 LB2491'LOWER THAN THE ROAD SURFACE, 41.0 FT (12.5 M) NORTHEAST OF A WOODEN
 LB2491'UTILITY POLE AND 51 FT (15.5 M) SOUTHEAST OF A HYDRANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2630 ***********************************************************************
 LB2630  DESIGNATION -  BUDD
 LB2630  PID         -  LB2630
 LB2630  STATE/COUNTY-  IN/PULASKI
 LB2630  COUNTRY     -  US
 LB2630  USGS QUAD   -  BUFFALO (2019)
 LB2630
 LB2630                         *CURRENT SURVEY CONTROL
 LB2630  ______________________________________________________________________
 LB2630* NAD 83(1997) POSITION- 40 58 37.81130(N) 086 42 36.10060(W)   ADJUSTED
 LB2630* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2630  ______________________________________________________________________
 LB2630  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB2630  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 LB2630  HORZ ORDER      -  SECOND
 LB2630
 LB2630.The horizontal coordinates were established by classical geodetic methods
 LB2630.and adjusted by the National Geodetic Survey in May 1999.
 LB2630
 LB2630.The orthometric height was scaled from a topographic map.
 LB2630
 LB2630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2630.GEOID18 height accuracy estimate available here.
 LB2630
 LB2630.Click photographs - Photos may exist for this station.
 LB2630
 LB2630.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2630
 LB2630. The following values were computed from the NAD 83(1997) position.
 LB2630
 LB2630;                    North         East     Units Scale Factor Converg.
 LB2630;SPC IN W     -   636,090.021   931,417.937   MT  0.99997881   +0 14 41.3
 LB2630;SPC IN W     - 2,086,905.34  3,055,827.01   sFT  0.99997881   +0 14 41.3
 LB2630;UTM  16      - 4,536,263.180   524,395.522   MT  0.99960732   +0 11 24.5
 LB2630
 LB2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2630!SPC IN W     -   0.99997111  x   0.99997881  =   0.99994992
 LB2630!UTM  16      -   0.99997111  x   0.99960732  =   0.99957844
 LB2630
 LB2630:                Primary Azimuth Mark                     Grid Az
 LB2630:SPC IN W     -  BUDD AZ MK                               083 27 53.9
 LB2630:UTM  16      -  BUDD AZ MK                               083 31 10.7
 LB2630
 LB2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2439536263(NAD 83)
 LB2630
 LB2630|---------------------------------------------------------------------|
 LB2630| PID    Reference Object                     Distance      Geod. Az  |
 LB2630|                                                           dddmmss.s |
 LB2630| CC8349 BUDD RM 1                            23.930 METERS 03432     |
 LB2630| CC8348 BUDD AZ MK                                         0834235.2 |
 LB2630| CC8350 BUDD RM 2                            32.982 METERS 30253     |
 LB2630|---------------------------------------------------------------------|
 LB2630
 LB2630                          SUPERSEDED SURVEY CONTROL
 LB2630
 LB2630  NAD 83(1986)-  40 58 37.81594(N)    086 42 36.10947(W) AD(       ) 2
 LB2630  NAD 27      -  40 58 37.67130(N)    086 42 36.06950(W) AD(       ) 2
 LB2630
 LB2630.Superseded values are not recommended for survey control.
 LB2630
 LB2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2630.See file dsdata.pdf to determine how the superseded data were derived.
 LB2630
 LB2630_MARKER: DS = TRIANGULATION STATION DISK
 LB2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2630_STAMPING: BUDD 1947
 LB2630_MARK LOGO: CGS
 LB2630_PROJECTION: FLUSH
 LB2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2630+STABILITY: SURFACE MOTION
 LB2630
 LB2630  HISTORY     - Date     Condition        Report By
 LB2630  HISTORY     - 1947     MONUMENTED       CGS
 LB2630
 LB2630                          STATION DESCRIPTION
 LB2630
 LB2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2630'STATION IS LOCATED ABOUT 9.5 EAST OF FRANCESVILLE, ABOUT 2.5
 LB2630'MILES WEST OF PULASKI, AND ABOUT 7.5 MILES SOUTHWEST OF WINAMAC ON
 LB2630'THE SOUTH SIDE OF MACADAM ROAD AND ON PROPERTY OWNED BY SCHUYLER
 LB2630'BUDD.  IT IS 90 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD, 63
 LB2630'FEET SOUTH OF A WHITE WITNESS POST AND AN EAST-WEST FENCE LINE, 87
 LB2630'FEET SOUTHEAST OF A 12 INCH HICKORY TREE, AND 10 FEET WEST OF THE
 LB2630'EAST SLOPE OF THE RIDGE.  THE MARK IS FLUSH AND THE DISK IS
 LB2630'STAMPED BUDD 1947.
 LB2630'
 LB2630'REFERENCE MARK NO. 1 IS 78.51 FEET NORTHEAST OF THE STATION.  IT IS
 LB2630'25 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF AN
 LB2630'EAST-WEST FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LB2630'STAMPED BUDD NO. 1 1947.
 LB2630'
 LB2630'REFERENCE MARK NO. 2 IS 108.21 FEET NORTHWEST OF THE STATION.  IT IS
 LB2630'25 FEET SOUTH OF THE CENTER OF THE ROAD, 26 FEET WEST OF A 12 INCH
 LB2630'HICKORY TREE, AND 19 FEET EAST OF AN 18 INCH OAK TREE.  THE MARK
 LB2630'PROJECTS 2 INCHES AND THE DISK IS STAMPED BUDD NO 2 1947.
 LB2630'
 LB2630'R-129 (USC AND GS) BM IS 0.2 MILE EAST OF THE STATION.  IT IS 22 FEET
 LB2630'SOUTH OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF A WHITE WITNESS
 LB2630'POST, 16 FEET EAST OF A 12 INCH WALNUT TREE, AND 1 FOOT SOUTH OF AN
 LB2630'EAST-WEST FENCELINE.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 LB2630'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED R 129 1946 AND IS A
 LB2630'STANDARD USC AND GS BM DISK.
 LB2630'
 LB2630'TO REACH THE STATION FROM THE RAILROAD TRACKS IN FRANCESVILLE, GO
 LB2630'EAST ON THE MACADAM ROAD FOR 9.55 MILES TO STATION ON THE RIGHT AS
 LB2630'DESCRIBED, CONTINUE EAST FOR 0.2 MILES TO R-129 (USC AND GS) BM ON
 LB2630'THE RIGHT AS DESCRIBED.
 LB2630'
 LB2630'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1869 ***********************************************************************
 JA1869  DESIGNATION -  BUECHLEIN
 JA1869  PID         -  JA1869
 JA1869  STATE/COUNTY-  IN/DUBOIS
 JA1869  COUNTRY     -  US
 JA1869  USGS QUAD   -  DUBOIS (2019)
 JA1869
 JA1869                         *CURRENT SURVEY CONTROL
 JA1869  ______________________________________________________________________
 JA1869* NAD 83(1997) POSITION- 38 22 54.50878(N) 086 52 25.24649(W)   ADJUSTED
 JA1869* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 JA1869  ______________________________________________________________________
 JA1869  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 JA1869  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 JA1869  HORZ ORDER      -  SECOND
 JA1869
 JA1869.The horizontal coordinates were established by classical geodetic methods
 JA1869.and adjusted by the National Geodetic Survey in May 1999.
 JA1869
 JA1869.The orthometric height was scaled from a topographic map.
 JA1869
 JA1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1869.GEOID18 height accuracy estimate available here.
 JA1869
 JA1869.Click photographs - Photos may exist for this station.
 JA1869
 JA1869.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1869
 JA1869. The following values were computed from the NAD 83(1997) position.
 JA1869
 JA1869;                    North         East     Units Scale Factor Converg.
 JA1869;SPC IN W     -   347,894.146   918,317.922   MT  0.99997080   +0 07 48.6
 JA1869;SPC IN W     - 1,141,382.71  3,012,848.05   sFT  0.99997080   +0 07 48.6
 JA1869;UTM  16      - 4,248,186.342   511,032.850   MT  0.99960150   +0 04 42.4
 JA1869
 JA1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1869!SPC IN W     -   0.99997296  x   0.99997080  =   0.99994376
 JA1869!UTM  16      -   0.99997296  x   0.99960150  =   0.99957447
 JA1869
 JA1869:                Primary Azimuth Mark                     Grid Az
 JA1869:SPC IN W     -  BUECHLEIN AZ MK                          336 30 16.7
 JA1869:UTM  16      -  BUECHLEIN AZ MK                          336 33 22.9
 JA1869
 JA1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1103248186(NAD 83)
 JA1869
 JA1869|---------------------------------------------------------------------|
 JA1869| PID    Reference Object                     Distance      Geod. Az  |
 JA1869|                                                           dddmmss.s |
 JA1869| JA1866 CELESTINE ST CELESTINE CATH CH      APPROX. 8.5 KM 0884326.0 |
 JA1869| JA1872 SCHNELLVILLE SACRED HEART CH        APPROX.11.3 KM 1131015.1 |
 JA1869| CG7306 BUECHLEIN RM 1                       16.468 METERS 14847     |
 JA1869| CG7307 BUECHLEIN RM 2                       18.617 METERS 26849     |
 JA1869| JA1897 JASPER LIGHT AND WATER STACK        APPROX. 4.7 KM 2843251.3 |
 JA1869| JA1883 JASPER ST JOSEPHS CATH CH           APPROX. 5.3 KM 2863700.0 |
 JA1869| CG7305 BUECHLEIN AZ MK                                    3363805.3 |
 JA1869|---------------------------------------------------------------------|
 JA1869
 JA1869                          SUPERSEDED SURVEY CONTROL
 JA1869
 JA1869  NAD 83(1993)-  38 22 54.51320(N)    086 52 25.24826(W) AD(       ) 2
 JA1869  NAD 83(1986)-  38 22 54.51578(N)    086 52 25.24944(W) AD(       ) 2
 JA1869  NAD 27      -  38 22 54.32300(N)    086 52 25.26100(W) AD(       ) 2
 JA1869
 JA1869.Superseded values are not recommended for survey control.
 JA1869
 JA1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1869.See file dsdata.pdf to determine how the superseded data were derived.
 JA1869
 JA1869_MARKER: DS = TRIANGULATION STATION DISK
 JA1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1869_STAMPING: BUECHLEIN 1946
 JA1869_MARK LOGO: CGS
 JA1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1869+STABILITY: SURFACE MOTION
 JA1869
 JA1869  HISTORY     - Date     Condition        Report By
 JA1869  HISTORY     - 1946     MONUMENTED       CGS
 JA1869  HISTORY     - 1967     MARK NOT FOUND   USGS
 JA1869
 JA1869                          STATION DESCRIPTION
 JA1869
 JA1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1869'THE STATION IS ON A PROMINENT TIMBERED HILL, LYING ABOUT 3 MILES
 JA1869'SOUTHEAST FROM JASPER AND ALONG STATE HIGHWAY 164, ON THE PROPERTY OF
 JA1869'MR BUECHLEIN.  IT IS ABOUT 250 YARDS FROM THE JUNCTION OF THE HIGHWAY
 JA1869'AND AN OLD NARROW ROAD WHICH FORKS TO THE SOUTHEAST AND PASSES THROUGH
 JA1869'A DEEP OUT TO THE EAST OF THE STATION.  THE STATION IS ABOUT 100 YARDS
 JA1869'SOUTHEAST OF MR BUECHLEINS BARN, 4.4 FEET FROM A WHITE WITNESS POST,
 JA1869'AND 30.5 FEET NORTHEAST OF A WIRE FENCE LINE.  THE MARK PROJECTS 6
 JA1869'INCHES AND THE DISK IS STAMPED BUECHLEIN 1946.
 JA1869'
 JA1869'RM NO 1 IS 54.03 FEET WEST FROM THE STATION AND 1.5 FEET EAST OF A
 JA1869'WIRE FENCE LINE CORNER.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1869'STAMPED BUECHLIEN NO 1 1946
 JA1869'
 JA1869'RM NO 2 IS 61.08 FEET SOUTHEAST OF THE STATION AND 1 FOOT NORTH OF A
 JA1869'WIRE FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JA1869'BUECHLEIN NO 2 1946.
 JA1869'
 JA1869'THE AZIMUTH IS APPROXIMATELY 0.4 MILES NORTHWEST OF THE STATION, 31.5
 JA1869'FEET NORTH OF STATE HIGHWAY 164 AND 3 FEET EAST OF A WHITE WITNESS
 JA1869'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BUECHLIEN
 JA1869'1946.
 JA1869'
 JA1869'TO REACH THE STATION FROM JASPER GO SOUTH AND EAST FROM THE MAIN
 JA1869'HIGHWAY JUNCTION, 0.5 BLOCK WEST OF THE COURTHOUSE ON STATE HIGHWAY
 JA1869'172 AND 164.  GO 00.5 MILES TO THE SOUTH END OF THE BRIDGE OVER THE
 JA1869'PATOKA RIVER.  TAKE THE LEFT FORK HERE AND FOLLOW STATE HIGHWAY 164
 JA1869'EAST FOR 03.7 MILES TO THE OLD ROAD FORK TO THE RIGHT.  GO RIGHT HERE
 JA1869'0.1 MILE TO THE BUECHLEIN FARM BUILDINGS ON THE RIGHT AND THE NORTH
 JA1869'BASE OF THE HILL.  THE STATION IS AT THE HIGHEST POINT OF THE HILL,
 JA1869'WHICH IS ABOUT 100 YARDS SOUTH OF THE HOUSE.
 JA1869'
 JA1869'TO REACH THE AZIMUTH AT THE BASE OF THE HILL AT THE FARM HOUSE OF MR
 JA1869'BUCHLEIN, GO 0.1 MILE TO STATE HIGHWAY 164, THEN TURN LEFT AND GO 0.1
 JA1869'MILE TO THE AZIMUTH ON THE RIGHT.
 JA1869'
 JA1869'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1869
 JA1869                          STATION RECOVERY (1967)
 JA1869
 JA1869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JA1869'THIS OFFICE HAS BEEN INFORMED THAT A U.S. COAST AND GEODETIC SURVEY
 JA1869'BENCH MARK, MARKED BUECHLEIN, LOCATED THREE MILES EAST OF JASPER,
 JA1869'INDIANA, ON STATE ROAD 164, HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1744 ***********************************************************************
 JA1744  DESIGNATION -  BUENA
 JA1744  PID         -  JA1744
 JA1744  STATE/COUNTY-  IN/HARRISON
 JA1744  COUNTRY     -  US
 JA1744  USGS QUAD   -  LACONIA (2019)
 JA1744
 JA1744                         *CURRENT SURVEY CONTROL
 JA1744  ______________________________________________________________________
 JA1744* NAD 83(1997) POSITION- 38 04 57.80529(N) 086 01 09.34915(W)   ADJUSTED
 JA1744* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 JA1744  ______________________________________________________________________
 JA1744  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JA1744  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 JA1744  HORZ ORDER      -  SECOND
 JA1744
 JA1744.The horizontal coordinates were established by classical geodetic methods
 JA1744.and adjusted by the National Geodetic Survey in May 1999.
 JA1744
 JA1744.The orthometric height was scaled from a topographic map.
 JA1744
 JA1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1744.GEOID18 height accuracy estimate available here.
 JA1744
 JA1744.Click photographs - Photos may exist for this station.
 JA1744
 JA1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1744
 JA1744. The following values were computed from the NAD 83(1997) position.
 JA1744
 JA1744;                    North         East     Units Scale Factor Converg.
 JA1744;SPC IN E     -   314,734.533    69,066.344   MT  0.99997845   -0 13 02.9
 JA1744;SPC IN E     - 1,032,591.55    226,595.16   sFT  0.99997845   -0 13 02.9
 JA1744;UTM  16      - 4,215,447.514   586,010.231   MT  0.99969111   +0 36 17.8
 JA1744
 JA1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1744!SPC IN E     -   0.99996770  x   0.99997845  =   0.99994615
 JA1744!UTM  16      -   0.99996770  x   0.99969111  =   0.99965882
 JA1744
 JA1744:                Primary Azimuth Mark                     Grid Az
 JA1744:SPC IN E     -  BUENA AZ MK                              267 35 57.4
 JA1744:UTM  16      -  BUENA AZ MK                              266 46 36.7
 JA1744
 JA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8601015447(NAD 83)
 JA1744
 JA1744|---------------------------------------------------------------------|
 JA1744| PID    Reference Object                     Distance      Geod. Az  |
 JA1744|                                                           dddmmss.s |
 JA1744| CG7312 BUENA RM 1                           27.047 METERS 14959     |
 JA1744| CG7311 BUENA AZ MK                                        2672254.5 |
 JA1744| CG7313 BUENA RM 2                           21.314 METERS 27238     |
 JA1744|---------------------------------------------------------------------|
 JA1744
 JA1744                          SUPERSEDED SURVEY CONTROL
 JA1744
 JA1744  NAD 83(1993)-  38 04 57.80539(N)    086 01 09.34958(W) AD(       ) 2
 JA1744  NAD 83(1986)-  38 04 57.81075(N)    086 01 09.35618(W) AD(       ) 2
 JA1744  NAD 27      -  38 04 57.55500(N)    086 01 09.46300(W) AD(       ) 2
 JA1744
 JA1744.Superseded values are not recommended for survey control.
 JA1744
 JA1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1744.See file dsdata.pdf to determine how the superseded data were derived.
 JA1744
 JA1744_MARKER: DS = TRIANGULATION STATION DISK
 JA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1744_STAMPING: BUENA 1947
 JA1744_MARK LOGO: CGS
 JA1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1744+STABILITY: SURFACE MOTION
 JA1744
 JA1744  HISTORY     - Date     Condition        Report By
 JA1744  HISTORY     - 1947     MONUMENTED       CGS
 JA1744
 JA1744                          STATION DESCRIPTION
 JA1744
 JA1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1744'THE STATION IS LOCATED BESIDE STATE HIGHWAY 11, ABOUT 4-3/4 MILES
 JA1744'NORTHEAST OF LACONIA, AND 3-3/4 MILES SOUTHWEST OF ELIZABETH. IT
 JA1744'IS 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 8 FEET SOUTH OF
 JA1744'A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 JA1744'BUENA 1947.
 JA1744'
 JA1744'REFERENCE MARK NO. 1 IS 88.74 FEET SOUTH-SOUTHEAST OF THE STATION AND
 JA1744'34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 JA1744'4 INCHES , AND THE DISK IS STAMPED BUENA NO 1 1947.
 JA1744'
 JA1744'REFERENCE MARK NO. 2 IS 69.93 FEET WEST OF THE STATION AND 2.5 FEET
 JA1744'SOUTH OF A CONCRETE RIGHT-OF-WAY POST. THE MARK PROJECTS 4
 JA1744'INCHES, AND THE DISK IS STAMPED BUENA NO 2 1947.
 JA1744'
 JA1744'THE AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION VIA THE HIGHWAY, 50
 JA1744'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF
 JA1744'A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 JA1744'BUENA 1947.
 JA1744'
 JA1744'TO REACH THE STATION FROM WHERE STATE HIGHWAY 11 TURNS FROM WEST TO
 JA1744'SOUTH IN ELIZABETH GO SOUTH AND WEST ON STATE HIGHWAY 11 FOR
 JA1744'5.1 MILES TO THE STATION ON THE RIGHT. THIS IS 0.6 MILE EAST OF A
 JA1744'CROSSROAD.
 JA1744'
 JA1744'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2627 ***********************************************************************
 LB2627  DESIGNATION -  BUFFALO
 LB2627  PID         -  LB2627
 LB2627  STATE/COUNTY-  IN/WHITE
 LB2627  COUNTRY     -  US
 LB2627  USGS QUAD   -  IDAVILLE (2019)
 LB2627
 LB2627                         *CURRENT SURVEY CONTROL
 LB2627  ______________________________________________________________________
 LB2627* NAD 83(1997) POSITION- 40 52 12.45135(N) 086 44 45.55208(W)   ADJUSTED
 LB2627* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2627  ______________________________________________________________________
 LB2627  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 LB2627  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB2627  HORZ ORDER      -  SECOND
 LB2627
 LB2627.The horizontal coordinates were established by classical geodetic methods
 LB2627.and adjusted by the National Geodetic Survey in May 1999.
 LB2627
 LB2627.The orthometric height was scaled from a topographic map.
 LB2627
 LB2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2627.GEOID18 height accuracy estimate available here.
 LB2627
 LB2627.Click photographs - Photos may exist for this station.
 LB2627
 LB2627.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2627
 LB2627. The following values were computed from the NAD 83(1997) position.
 LB2627
 LB2627;                    North         East     Units Scale Factor Converg.
 LB2627;SPC IN W     -   624,190.536   928,437.438   MT  0.99997662   +0 13 14.7
 LB2627;SPC IN W     - 2,047,865.12  3,046,048.49   sFT  0.99997662   +0 13 14.7
 LB2627;UTM  16      - 4,524,370.957   521,404.797   MT  0.99960564   +0 09 58.4
 LB2627
 LB2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2627!SPC IN W     -   0.99997253  x   0.99997662  =   0.99994915
 LB2627!UTM  16      -   0.99997253  x   0.99960564  =   0.99957818
 LB2627
 LB2627:                Primary Azimuth Mark                     Grid Az
 LB2627:SPC IN W     -  KINSER                                   291 52 19.8
 LB2627:UTM  16      -  KINSER                                   291 55 36.1
 LB2627
 LB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2140424370(NAD 83)
 LB2627
 LB2627|---------------------------------------------------------------------|
 LB2627| PID    Reference Object                     Distance      Geod. Az  |
 LB2627|                                                           dddmmss.s |
 LB2627| CC8353 BUFFALO RM 2                         35.930 METERS 08924     |
 LB2627| CC8351 BUFFALO AZ MK                                      1834157.9 |
 LB2627| LB1126 W 127                                93.363 METERS 19415     |
 LB2627| LB2664 KINSER                              APPROX.11.9 KM 2920534.5 |
 LB2627| CC8354 BUFFALO RM 3                         22.750 METERS 35031     |
 LB2627| CC8352 BUFFALO RM 1                         22.497 METERS 35059     |
 LB2627|---------------------------------------------------------------------|
 LB2627
 LB2627                          SUPERSEDED SURVEY CONTROL
 LB2627
 LB2627  NAD 83(1986)-  40 52 12.45487(N)    086 44 45.56510(W) AD(       ) 2
 LB2627  NAD 27      -  40 52 12.30580(N)    086 44 45.52180(W) AD(       ) 2
 LB2627
 LB2627.Superseded values are not recommended for survey control.
 LB2627
 LB2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2627.See file dsdata.pdf to determine how the superseded data were derived.
 LB2627
 LB2627_MARKER: DS = TRIANGULATION STATION DISK
 LB2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2627_STAMPING: BUFFLO 1947
 LB2627_MARK LOGO: CGS
 LB2627_PROJECTION: FLUSH
 LB2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2627+STABILITY: SURFACE MOTION
 LB2627
 LB2627  HISTORY     - Date     Condition        Report By
 LB2627  HISTORY     - 1947     MONUMENTED       CGS
 LB2627  HISTORY     - 1978     GOOD             NGS
 LB2627
 LB2627                          STATION DESCRIPTION
 LB2627
 LB2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2627'STATION IS LOCATED ABOUT 14 MILES WEST OF ROYAL CENTER AND ABOUT 14
 LB2627'MILES SOUTHWEST OF WINAMAC ON THE EAST SIDE OF STATE HIGHWAY NO. 39
 LB2627'AND ON PROPERTY OWNED BY LAMAR BRETZINGER.  IT IS 47 FEET
 LB2627'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 47 FEET EAST OF THE
 LB2627'CENTER OF THE HIGHWAY AND 11 FEET EAST OF A WHITE WITNESS POST
 LB2627'AND A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2627'STAMPED BUFFALO 1947.
 LB2627'
 LB2627'REFERENCE MARK NO. 1 IS 73.81 FEET NORTHWEST OF THE STATION.  IT IS
 LB2627'36 FEET EAST OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTH OF A
 LB2627'DRIVEWAY AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 LB2627'FLUSH AND THE DISK IS STAMPED BUFFALO NO 1 1947.
 LB2627'
 LB2627'REFERENCE MARK NO. 2 IS 117.88 FEET EAST OF THE STATION.  IT IS 58
 LB2627'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT WEST
 LB2627'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 LB2627'DISK IS STAMPED BUFFALO NO 2 1947.
 LB2627'
 LB2627'W-127 (USC AND GS) BM IS 306.31 FEET SOUTH OF THE STATION.  IT IS 105
 LB2627'FEET NORTH OF AN EAST-WEST GRAVEL ROAD, 32 FEET WEST OF THE CENTER
 LB2627'OF STATE HIGHWAY NO. 39 AND 2 FEET EAST OF A NORTH-SOUTH FENCE
 LB2627'LINE.  THE MARK IS A 6 X 6 INCH CONCRETE POST SET FLUSH WITH THE
 LB2627'GROUND WITH A STANDARD USC AND GS BM DISK STAMPED W 127 1946.
 LB2627'
 LB2627'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 34 FEET WEST
 LB2627'OF THE CENTER OF STATE HIGHWAY NO. 39, 14 FEET WEST OF A 36 INCH
 LB2627'MAPLE TREE, 4 FEET NORTH OF A LIGHT POLE AND 2 FEET NORTH OF A WHITE
 LB2627'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2627'BUFFALO 1947.
 LB2627'
 LB2627'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 35 AND
 LB2627'STATE HIGHWAYS NO. 16 AND NO. 29 IN ROYAL CENTER, GO WEST ON HIGHWAY
 LB2627'NO. 16 FOR 9.3 MILES TO JUNCTION OF STATE HIGHWAYS NO. 16 AND NO.
 LB2627'119, CONTINUE WEST FOR 4.6 MILES TO JUNCTION OF STATE HIGHWAYS NO.
 LB2627'16, NO. 39 AND NO. 119 IN BUFFALO, TURN SOUTH ON STATE HIGHWAY
 LB2627'NO. 39 AND GO 0.9 MILES TO STATION ON THE LEFT AS DESCRIBED,
 LB2627'CONTINUE SOUTH FOR 0.2 MILES TO AZIMUTH MARK ON RIGHT.
 LB2627'
 LB2627'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2627
 LB2627                          STATION RECOVERY (1978)
 LB2627
 LB2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2627'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 LB2627'THE AZIMUTH MARK WAS FOUND DESTROYED, THE TOP PORTION MISSING AND
 LB2627'THE DISK WAS NOT RECOVERED.  BENCH MARK W 127 WAS NOT RECOVERED AND
 LB2627'IT IS ASSUMED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 LB2627'REFERENCE MARK 1 HAD BEEN DUG UP AND THEN RESET BY THE PROPERTY
 LB2627'OWNER.  (BY MISTAKE) IT WAS RESET AT THIS TIME AND RESTAMPED.  A NEW
 LB2627'DESCRIPTION FOLLOWS--
 LB2627'
 LB2627'THE STATION IS ON PROPERTY OWNED BY MR. CECIL WESTERHOUSE WHO LIVES
 LB2627'AT THE STATION SITE.  IT IS 88.2 FEET SOUTH OF THE CENTERLINE OF THE
 LB2627'DRIVEWAY, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 LB2627'11.5 FEET EAST OF FENCELINE, 48.6 FEET EAST OF THE CENTERLINE OF
 LB2627'HIGHWAY AND 17.2 FEET WEST OF POWER POLE NO. 754/194.  THE MARK IS
 LB2627'UNDERGROUND ABOUT 2 INCHES AND THE DISK STAMPED BUFFALO 1947.
 LB2627'
 LB2627'REFERENCE MARK 2 IS 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB2627'THE BARN, 5 FEET NORTHWEST OF A POWER POLE WITH A LARGE SWITCH BOX
 LB2627'AND 5 FEET SOUTH OF A POWER POLE WITH A METER ATTACHED.  THE MARK IS
 LB2627'FLUSH AND THE DISK STAMPED BUFFALO NO 2 1947.
 LB2627'
 LB2627'REFERENCE MARK 3 IS 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LB2627'14 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 3 FEET NORTH OF
 LB2627'A 4 INCH STEEL CORNER FENCE POST.  THE MARK IS FLUSH AND THE DISK
 LB2627'STAMPED BUFFALO 1947 NO 3 1978.
 LB2627'
 LB2627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16, 39 AND
 LB2627'119 AT THE SOUTH EDGE OF BUFFALO, GO SOUTH ON HIGHWAY 39 FOR 0.9
 LB2627'MILE TO A DRIVEWAY AND HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LB2627'
 LB2627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SOUTH
 LB2627'OF BUFFALO.
 LB2627'
 LB2627'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2386 ***********************************************************************
 LB2386  DESIGNATION -  BUNKER
 LB2386  PID         -  LB2386
 LB2386  STATE/COUNTY-  IN/MIAMI
 LB2386  COUNTRY     -  US
 LB2386  USGS QUAD   -  ONWARD (2019)
 LB2386
 LB2386                         *CURRENT SURVEY CONTROL
 LB2386  ______________________________________________________________________
 LB2386* NAD 83(1997) POSITION- 40 38 33.89002(N) 086 07 39.58663(W)   ADJUSTED
 LB2386* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LB2386  ______________________________________________________________________
 LB2386  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LB2386  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB2386  HORZ ORDER      -  SECOND
 LB2386
 LB2386.The horizontal coordinates were established by classical geodetic methods
 LB2386.and adjusted by the National Geodetic Survey in May 1999.
 LB2386
 LB2386.The orthometric height was scaled from a topographic map.
 LB2386
 LB2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2386.GEOID18 height accuracy estimate available here.
 LB2386
 LB2386.Click photographs - Photos may exist for this station.
 LB2386
 LB2386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2386
 LB2386. The following values were computed from the NAD 83(1997) position.
 LB2386
 LB2386;                    North         East     Units Scale Factor Converg.
 LB2386;SPC IN E     -   598,988.611    61,006.562   MT  0.99998537   -0 18 01.0
 LB2386;SPC IN E     - 1,965,181.80    200,152.36   sFT  0.99998537   -0 18 01.0
 LB2386;UTM  16      - 4,499,465.593   573,760.016   MT  0.99966697   +0 34 05.6
 LB2386
 LB2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2386!SPC IN E     -   0.99996666  x   0.99998537  =   0.99995203
 LB2386!UTM  16      -   0.99996666  x   0.99966697  =   0.99963364
 LB2386
 LB2386:                Primary Azimuth Mark                     Grid Az
 LB2386:SPC IN E     -  BUNKER AZ MK                             358 21 33.2
 LB2386:UTM  16      -  BUNKER AZ MK                             357 29 26.6
 LB2386
 LB2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7376099465(NAD 83)
 LB2386
 LB2386|---------------------------------------------------------------------|
 LB2386| PID    Reference Object                     Distance      Geod. Az  |
 LB2386|                                                           dddmmss.s |
 LB2386| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX. 2.8 KM 0510112.8 |
 LB2386| LB0278 BUNKER RM 1                          33.793 METERS 23341     |
 LB2386| LB0281 F 4 MIAMI                            38.161 METERS 31618     |
 LB2386| LB0277 BUNKER 2                             65.736 METERS 33503     |
 LB2386| CC8355 BUNKER AZ MK                                       3580332.2 |
 LB2386|---------------------------------------------------------------------|
 LB2386
 LB2386                          SUPERSEDED SURVEY CONTROL
 LB2386
 LB2386  NAD 83(1986)-  40 38 33.89435(N)    086 07 39.59864(W) AD(       ) 2
 LB2386  NAD 27      -  40 38 33.75010(N)    086 07 39.61640(W) AD(       ) 2
 LB2386
 LB2386.Superseded values are not recommended for survey control.
 LB2386
 LB2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2386.See file dsdata.pdf to determine how the superseded data were derived.
 LB2386
 LB2386_MARKER: DS = TRIANGULATION STATION DISK
 LB2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2386_STAMPING: BUNKER 1948
 LB2386_MARK LOGO: CGS
 LB2386_PROJECTION: FLUSH
 LB2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2386+STABILITY: SURFACE MOTION
 LB2386
 LB2386  HISTORY     - Date     Condition        Report By
 LB2386  HISTORY     - 1948     MONUMENTED       CGS
 LB2386  HISTORY     - 1954     GOOD             CGS
 LB2386  HISTORY     - 1964     GOOD             CGS
 LB2386  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2386
 LB2386                          STATION DESCRIPTION
 LB2386
 LB2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2386'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF PERU, 3 MILES WEST OF
 LB2386'LOREE AND 1 MILE SOUTHWEST OF BUNKER HILL ON THE RIGHT OF WAY OF
 LB2386'U. S. HIGHWAY 31 AT THE JUNCTION OF STATE HIGHWAY 218 WEST.  IT IS
 LB2386'57 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAYS 31 AND 218, 17
 LB2386'FEET NORTHWEST OF A WHITE WITNESS POST AND 10 FEET WEST OF A
 LB2386'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LB2386'BUNKER 1948.
 LB2386'
 LB2386'REFERENCE MARK NO. 1 IS 110.94 FEET SOUTHWEST OF STATION.  IT IS 107
 LB2386'FEET SOUTH OF CENTER OF HIGHWAY 218, 49 FEET WEST OF CENTER OF
 LB2386'HIGHWAY 31 AND 15 FEET NORTH OF A POWER POLE.  THE MARK PROJECTS
 LB2386'ABOUT 4 INCHES AND THE DISK IS STAMPED BUNKER NO 1 1948.
 LB2386'
 LB2386'F 4 MIAMI (STATE HIGHWAY) BM WAS USED AS A REFERENCE MARK.  IT IS
 LB2386'125.20 FEET NORTHWEST OF STATION, 51 FEET NORTH OF CENTER OF HIGHWAY
 LB2386'218, 45 FEET WEST OF CENTER OF HIGHWAY 31, 21 FEET SOUTHEAST OF A
 LB2386'POWER POLE AND 18 FEET EAST OF A FENCE CORNER.  THE MARK IS AN 8 X
 LB2386'8 INCH CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES AND THE DISK IS
 LB2386'STANDARD STATE HIGHWAY BM DISK STAMPED F 4 MIAMI.
 LB2386'
 LB2386'AZIMUTH MARK IS 0.5 MILE NORTH OF STATION.  IT IS 59 FEET WEST OF
 LB2386'CENTER OF HIGHWAYS 31 AND 218, 28 FEET NORTHWEST OF A POWER POLE, 3
 LB2386'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 LB2386'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED BUNKER 1948.
 LB2386'
 LB2386'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 31 IN THE
 LB2386'WESTERN EDGE OF PERU, GO SOUTH ON HIGHWAY 31 FOR 6.6 MILES TO THE
 LB2386'JUNCTION OF STATE HIGHWAY 218, CONTINUE SOUTH ON HIGHWAYS 31 AND
 LB2386'218 FOR 0.7 MILE TO THE AZIMUTH MARK ON RIGHT OR WEST OF HIGHWAYS
 LB2386'AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAYS FOR 0.5 MILE TO
 LB2386'STATION ON LEFT OR EAST OF JUNCTION OF HIGHWAYS 31 AND 218 AS
 LB2386'DESCRIBED.
 LB2386'
 LB2386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2386
 LB2386                          STATION RECOVERY (1954)
 LB2386
 LB2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2386'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND ARE IN GOOD
 LB2386'CONDITION.  THE DISTANCE TO R. M. NO. 1 FAILED TO CHECK.  THE
 LB2386'DISTANCE TO F4 MIAMI (STATE HIGHWAY) B. M. CHECKED.  THE DIRECTIONS
 LB2386'TO ALL MARKS AND OBJECTS VISIBLE FROM THE GROUND CHECKED.  THE
 LB2386'OLD DESCRIPTION IS ADEQUATE WITH THE CHANGE IN DISTANCE TO
 LB2386'R. M. NO. 1.
 LB2386'
 LB2386'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2386
 LB2386                          STATION RECOVERY (1964)
 LB2386
 LB2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LB2386'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 LB2386'CONDITION AS DESCRIBED.
 LB2386
 LB2386                          STATION RECOVERY (1968)
 LB2386
 LB2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2386'ALL MARKS WERE FOUND IN GOOD CONDITION.  AT THE REQUEST OF THE
 LB2386'HIGHWAY DEPARTMENT THE STATION MARK AND F 4 MIAMI WERE DESTROYED TO
 LB2386'CLEAR THE AREA FOR ROAD IMPROVEMENT AFTER A NEW STATION WAS
 LB2386'ESTABLISHED.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.
 LB2386'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE OUT OF WAY OF CONSTRUCTION
 LB2386'AND WERE LEFT INTACT.  THIS STATION SHOULD BE CONSIDERED AS
 LB2386'LOST.
 LB2386'
 LB2386'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2386'
 LB2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 LB2386'SOUTHWEST OF BUNKER HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2347 ***********************************************************************
 HZ2347  DESIGNATION -  BUNKER
 HZ2347  PID         -  HZ2347
 HZ2347  STATE/COUNTY-  IN/WASHINGTON
 HZ2347  COUNTRY     -  US
 HZ2347  USGS QUAD   -  SOUTH BOSTON (2019)
 HZ2347
 HZ2347                         *CURRENT SURVEY CONTROL
 HZ2347  ______________________________________________________________________
 HZ2347* NAD 83(1997) POSITION- 38 34 25.96767(N) 085 53 43.54186(W)   ADJUSTED
 HZ2347* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 HZ2347  ______________________________________________________________________
 HZ2347  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 HZ2347  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 HZ2347  HORZ ORDER      -  THIRD
 HZ2347
 HZ2347.The horizontal coordinates were established by classical geodetic methods
 HZ2347.and adjusted by the National Geodetic Survey in May 1999.
 HZ2347
 HZ2347.The orthometric height was scaled from a topographic map.
 HZ2347
 HZ2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2347.GEOID18 height accuracy estimate available here.
 HZ2347
 HZ2347.Click photographs - Photos may exist for this station.
 HZ2347
 HZ2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2347
 HZ2347. The following values were computed from the NAD 83(1997) position.
 HZ2347
 HZ2347;                    North         East     Units Scale Factor Converg.
 HZ2347;SPC IN E     -   369,218.486    80,065.543   MT  0.99997156   -0 08 33.5
 HZ2347;SPC IN E     - 1,211,344.32    262,681.70   sFT  0.99997156   -0 08 33.5
 HZ2347;UTM  16      - 4,270,069.652   596,219.181   MT  0.99971401   +0 41 19.6
 HZ2347
 HZ2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2347!SPC IN E     -   0.99996151  x   0.99997156  =   0.99993307
 HZ2347!UTM  16      -   0.99996151  x   0.99971401  =   0.99967553
 HZ2347
 HZ2347:                Primary Azimuth Mark                     Grid Az
 HZ2347:SPC IN E     -  BUNKER AZ MK                             291 24 30.9
 HZ2347:UTM  16      -  BUNKER AZ MK                             290 34 37.8
 HZ2347
 HZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9621970069(NAD 83)
 HZ2347
 HZ2347|---------------------------------------------------------------------|
 HZ2347| PID    Reference Object                     Distance      Geod. Az  |
 HZ2347|                                                           dddmmss.s |
 HZ2347| CG7319 BUNKER RM 1                          26.164 METERS 10708     |
 HZ2347| CG7320 BUNKER RM 2                          24.277 METERS 24452     |
 HZ2347| CG7318 BUNKER AZ MK                                       2911557.4 |
 HZ2347|---------------------------------------------------------------------|
 HZ2347
 HZ2347                          SUPERSEDED SURVEY CONTROL
 HZ2347
 HZ2347  NAD 83(1993)-  38 34 25.96962(N)    085 53 43.54184(W) AD(       ) 3
 HZ2347  NAD 83(1986)-  38 34 25.97085(N)    085 53 43.54634(W) AD(       ) 3
 HZ2347  NAD 27      -  38 34 25.75800(N)    085 53 43.65400(W) AD(       ) 3
 HZ2347
 HZ2347.Superseded values are not recommended for survey control.
 HZ2347
 HZ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2347.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2347
 HZ2347_MARKER: DS = TRIANGULATION STATION DISK
 HZ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2347_STAMPING: BUNKER 1947
 HZ2347_MARK LOGO: CGS
 HZ2347_PROJECTION: FLUSH
 HZ2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2347+STABILITY: SURFACE MOTION
 HZ2347
 HZ2347  HISTORY     - Date     Condition        Report By
 HZ2347  HISTORY     - 1947     MONUMENTED       CGS
 HZ2347
 HZ2347                          STATION DESCRIPTION
 HZ2347
 HZ2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2347'THE STATION IS LOCATED BESIDE STATE HIGHWAY 160, ABOUT 11 MILES
 HZ2347'EAST-SOUTHEAST OF SALEM, AND 9-1/2 MILES SOUTHWEST OF SCOTTSBURG.
 HZ2347'IT IS IN THE SOUTHWEST YARD CORNER OF THE BUNKER CHRISTIAN CHURCH,
 HZ2347'95.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 95
 HZ2347'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 12 FEET
 HZ2347'NORTH OF A CEMETERY CORNER POST. THE MARK IS FLUSH WITH THE
 HZ2347'GROUND, AND THE DISK IS STAMPED BUNKER 1947.
 HZ2347'
 HZ2347'REFERENCE MARK NO. 1 IS 85.84 FEET EAST-SOUTHEAST OF THE STATION, 1
 HZ2347'FOOT SOUTH OF THE CHURCH CONCRETE STEP, AND 6 INCHES WEST OF
 HZ2347'THE WEST SIDE OF THE CHURCH. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ2347'IS STAMPED BUNKER NO 1 1947.
 HZ2347'
 HZ2347'REFERENCE MARK NO. 2 IS 79.65 FEET WEST-SOUTHWEST OF THE STATION.
 HZ2347'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BUNKER
 HZ2347'NO 2 1947.
 HZ2347'
 HZ2347'THE AZIMUTH MARK IS 0.45 MILE WEST-NORTHWEST OF THE STATION,VIA THE
 HZ2347'HIGHWAY, 46.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HZ2347'BARN, 40 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 1
 HZ2347'FOOT EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A WITNESS
 HZ2347'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BUNKER
 HZ2347'1947.
 HZ2347'
 HZ2347'TO REACH THE STATION FROM THE COURTHOUSE IN SALEM, GO SOUTH ON STATE
 HZ2347'HIGHWAY 135 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 60
 HZ2347'ON THE LEFT. TURN LEFT, EAST, AND GO ON STATE HIGHWAY 60 FOR 0.55
 HZ2347'MILE TO THE JUNCTION OF STATE HIGHWAY 160 ON THE LEFT. TURN
 HZ2347'LEFT, NORTH AND EAST, ON STATE HIGHWAY 160 FOR 11.45 MILES TO THE
 HZ2347'BUNKER CHRISTIAN CONCRETE CHURCH ON THE RIGHT AND THE
 HZ2347'STATION.
 HZ2347'
 HZ2347'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0277 ***********************************************************************
 LB0277  DESIGNATION -  BUNKER 2
 LB0277  PID         -  LB0277
 LB0277  STATE/COUNTY-  IN/MIAMI
 LB0277  COUNTRY     -  US
 LB0277  USGS QUAD   -  ONWARD (2019)
 LB0277
 LB0277                         *CURRENT SURVEY CONTROL
 LB0277  ______________________________________________________________________
 LB0277* NAD 83(1997) POSITION- 40 38 35.82216(N) 086 07 40.76690(W)   NO CHECK
 LB0277* NAVD 88 ORTHO HEIGHT -   246.54  (meters)      808.9   (feet) RESET
 LB0277  ______________________________________________________________________
 LB0277  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 LB0277  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB0277  HORZ ORDER      -  THIRD
 LB0277  VERT ORDER      -  THIRD
 LB0277
 LB0277.The horizontal coordinates were established by classical geodetic methods
 LB0277.and adjusted by the National Geodetic Survey in May 1999.
 LB0277
 LB0277.No horizontal observational check was made to the station.
 LB0277
 LB0277.The orthometric height was computed from unverified reset data.
 LB0277
 LB0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0277.GEOID18 height accuracy estimate available here.
 LB0277
 LB0277.Click photographs - Photos may exist for this station.
 LB0277
 LB0277.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0277
 LB0277. The following values were computed from the NAD 83(1997) position.
 LB0277
 LB0277;                    North         East     Units Scale Factor Converg.
 LB0277;SPC IN E     -   599,048.354    60,979.143   MT  0.99998540   -0 18 01.8
 LB0277;SPC IN E     - 1,965,377.81    200,062.40   sFT  0.99998540   -0 18 01.8
 LB0277;UTM  16      - 4,499,524.895   573,731.704   MT  0.99966691   +0 34 04.8
 LB0277
 LB0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0277!SPC IN E     -   0.99996671  x   0.99998540  =   0.99995211
 LB0277!UTM  16      -   0.99996671  x   0.99966691  =   0.99963363
 LB0277
 LB0277:                Primary Azimuth Mark                     Grid Az
 LB0277:SPC IN E     -  BUNKER HILL MUNICIPAL TANK               052 37 43.3
 LB0277:UTM  16      -  BUNKER HILL MUNICIPAL TANK               051 45 36.7
 LB0277
 LB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7373199524(NAD 83)
 LB0277
 LB0277|---------------------------------------------------------------------|
 LB0277| PID    Reference Object                     Distance      Geod. Az  |
 LB0277|                                                           dddmmss.s |
 LB0277| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX. 2.8 KM 0521941.5 |
 LB0277| LB2386 BUNKER                               65.736 METERS 15503     |
 LB0277| LB0278 BUNKER RM 1                          79.608 METERS 17939     |
 LB0277| LB0282 F 4 MIAMI RESET                      17.380 METERS 34931     |
 LB0277| CC8355 BUNKER AZ MK                                       3594803.7 |
 LB0277|---------------------------------------------------------------------|
 LB0277
 LB0277                          SUPERSEDED SURVEY CONTROL
 LB0277
 LB0277  NAD 83(1986)-  40 38 35.82648(N)    086 07 40.77891(W) AD(       ) 3
 LB0277  NAD 27      -  40 38 35.68222(N)    086 07 40.79652(W) AD(       ) 3
 LB0277  NGVD 29             246.66   (m)          809.3    (f) LEVELING    3  
 LB0277
 LB0277.Superseded values are not recommended for survey control.
 LB0277
 LB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0277.See file dsdata.pdf to determine how the superseded data were derived.
 LB0277
 LB0277_MARKER: DS = TRIANGULATION STATION DISK
 LB0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0277_STAMPING: BUNKER 2 1968
 LB0277_MARK LOGO: CGS
 LB0277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0277+STABILITY: SURFACE MOTION
 LB0277
 LB0277  HISTORY     - Date     Condition        Report By
 LB0277  HISTORY     - 1968     MONUMENTED       CGS
 LB0277  HISTORY     - 1968     GOOD             CGS
 LB0277  HISTORY     - 1983     GOOD             DMA
 LB0277  HISTORY     - 1989     GOOD             DMA
 LB0277  HISTORY     - 1989     GOOD             USPSQD
 LB0277  HISTORY     - 19890321 GOOD             NGS
 LB0277
 LB0277                          STATION DESCRIPTION
 LB0277
 LB0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB0277'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE GRISSOM AIR FORCE
 LB0277'BASE AT BUNKER HILL, OUTSIDE AND AT THE SOUTHEAST CORNER OF THE
 LB0277'FENCE. IT IS 155 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD WEST,
 LB0277'92 FEET WEST OF THE CENTERLINE OF HIGHWAY 31, 16 FEET SOUTH OF A
 LB0277'POWER POLE, 13 FEET EAST OF THE FENCE, 1 FOOT NORTH OF A METAL
 LB0277'WITNESS POST AND AT INDIANA HIGHWAY COMMISSION STATION 292-15.
 LB0277'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BUNKER 2
 LB0277'1966.
 LB0277'
 LB0277'REFERENCE MARK 1 IS 107 FEET SOUTH OF THE PAVED ROAD WEST, 49 FEET
 LB0277'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A METAL
 LB0277'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 4
 LB0277'INCHES AND THE DISK IS STAMPED BUNKER NO 1 1948.
 LB0277'
 LB0277'F 4 MIAMI RESET 1968 IS A USC AND GS BENCH MARK DISK SET IN THE TOP
 LB0277'OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 103 FEET WEST
 LB0277'OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTHWEST OF THE POWER
 LB0277'POLE, 2 FEET EAST OF THE FENCE AND 1 FOOT SOUTHEAST OF A METAL
 LB0277'WITNESS POST.  THE DISK IS STAMPED F 4 MIAMI RESET 1968.
 LB0277'
 LB0277'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LB0277'28 FEET NORTHWEST OF A POWER POLE, 1 FOOT EAST OF THE FENCE AND 1
 LB0277'FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 LB0277'INCHES AND THE DISK IS STAMPED BUNKER 1948.
 LB0277'
 LB0277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 31
 LB0277'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB0277'
 LB0277'NOTE--THE STATION IS 1.7 MILES SOUTH OF THE NORTH ENTRANCE TO THE
 LB0277'GRISSOM AIR FORCE BASE.
 LB0277'
 LB0277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB0277
 LB0277                          STATION RECOVERY (1968)
 LB0277
 LB0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LB0277'4.5 MI S FROM NEAD.
 LB0277'1.7 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE NORTH ENTRANCE TO
 LB0277'THE GRISSOM AIR FORCE BASE, 155 FEET NORTH OF THE CENTERLINE
 LB0277'OF A PAVED ROAD WEST, 92 FEET WEST OF THE CENTERLINE OF THE
 LB0277'HIGHWAY, 16 FEET SOUTH OF A POWER POLE, 13 FEET EAST OF A FENCE,
 LB0277'1 FOOT NORTH OF A METAL WITNESS POST AND AT INDIANA HIGHWAY
 LB0277'COMMISSION STATION. 292+15.  THE DISK IS SET IN THE TOP OF A
 LB0277'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LB0277
 LB0277                          STATION RECOVERY (1983)
 LB0277
 LB0277'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (RM)
 LB0277'BUNKER 2 1968 MARK STABLE - DISK HAS BEEN HIT BY MACHINERY AND HAS
 LB0277'CUTS IN IT.
 LB0277'
 LB0277'RMS NOT FOUND AFTER A BRIEF SEARCH.
 LB0277'
 LB0277'AZIMUTH MARK FOUND IN GOOD CONDITION BUT BECAUSE OF A POWER POLE
 LB0277'LINE CANNOT BE SEEN FROM THE STATION AT GROUND LEVEL.
 LB0277
 LB0277                          STATION RECOVERY (1989)
 LB0277
 LB0277'RECOVERY NOTE BY DEFENSE MAP AGENCY 1989 (RT)
 LB0277'RECOVERED IN GOOD CONDITION.
 LB0277
 LB0277                          STATION RECOVERY (1989)
 LB0277
 LB0277'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0277'RECOVERED IN GOOD CONDITION.
 LB0277
 LB0277                          STATION RECOVERY (1989)
 LB0277
 LB0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN)
 LB0277'THE STATION MARK, REFERENCE MARK 1, F 4 MIAMI RESET 1968 AND THE
 LB0277'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW
 LB0277'BLOCKED BY UTILITY POLES AND A SIGN SO AZIMUTH MARK 2 WAS ESTABLISHED.
 LB0277'A REFERENCE MARK 3 WAS ALSO ESTABLISHED DUE TO THE LONG DISTANCE TO
 LB0277'REFERENCE MARK 1.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.
 LB0277'THE STATION IS A STANADARD, CGS, DISK STAMPED,---BUNKER 2 1968---, SET
 LB0277'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 LB0277'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 47.244 METERS
 LB0277'(155.000 FT) NORTH FROM THE CENTER OF COUNTY ROAD 850 S, 28.042 METERS
 LB0277'(92.001 FT) WEST FROM THE CENTER OF HIGHWAY 31 SOUTH, 12.192 METERS
 LB0277'(40.000 FT) NORTH FROM A UTILITY POLE, 3.962 METERS (12.999 FT) EAST
 LB0277'FROM THE FENCE AROUND AIR FORCE BASE AND 3.353 METERS (11.001 FT) EAST
 LB0277'FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 LB0277'STAMPED,---BUNKER NO 1 1948---, SET INTO THE TOP OF A SQUARE CONCRETE
 LB0277'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 LB0277'STATION IS LOCATED 32.614 METERS (107.001 FT) SOUTH FROM THE CENTER OF
 LB0277'COUNTY ROAD 850, 15.240 METERS (50.000 FT) WEST FROM THE CENTER OF THE
 LB0277'SOUTH BOUND LANE OF HIGHWAY 31, 0.610 METERS (2.001 FT) NORTH FROM A
 LB0277'UTILITY POLE, 0.305 METERS (1.001 FT) NORTH FROM A METAL WITNESS POST.
 LB0277'REFERENCE MARK NO 2 IS A STANDARD, CGS BENCH MARK, DISK STAMPED,---F 4
 LB0277'MIAMI RESET 1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 LB0277'INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 LB0277'LOCATED 31.394 METERS (102.998 FT) WEST FROM THE CENTER OF HIGHWAY 31,
 LB0277'0.610 METERS (2.001 FT) EAST FROM THE FENCE AROUND AIR FORCE BASE,
 LB0277'0.305 METERS (1.001 FT) SOUTHEAST FROM A METAL WITNESS POST, AND LEVEL
 LB0277'WITH THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 LB0277'STAMPED,---BUNKER 2 1968 NO 3 1985---, SET INTO THE TOP OF A ROUND
 LB0277'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 LB0277'THE STATION IS LOCATED 46.025 METERS (151.000 FT) NORTH FROM THE
 LB0277'CENTER OF COUNTY ROAD 850, 31.394 METERS (102.998 FT) WEST FROM THE
 LB0277'CENTER OF HIGHWAY 31 SOUTH, 1.097 METERS (3.599 FT) SOUTH FROM A METAL
 LB0277'WITNESS POST AND 0.310 METERS (1.017 FT) EAST FROM THE FENCE, AND
 LB0277'LEVEL WITH THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 LB0277'STAMPED,---BUNKER 1948---, SET INTO THE TOP OF A SQUARE CONCRETE
 LB0277'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 8 INCHES (24 CM)
 LB0277'ABOVE THE GROUND.  THE STATION IS LOCATED 18.288 METERS (60.000 FT)
 LB0277'WEST FROM THE CENTER OF HIGHWAY 31 SOUTH, 8.534 METERS (27.999 FT)
 LB0277'NORTHWEST FROM A UTILITY POLE, 0.305 METERS (1.001 FT) EAST FROM THE
 LB0277'FENCE AROUND AIR FORCE BASE AND 0.305 METERS (1.001 FT) SOUTHEAST FROM
 LB0277'A METAL WITNESS POST.  AZIMUTH MARK 2 IS A STANDARD NGS AZIMUTH MARK
 LB0277'DISK STAMPED---BUNKER 2 1968 NO 2 1985---, SET INTO THE TOP OF A 10
 LB0277'INCH (25 CM) ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 23.774
 LB0277'METERS (77.999 FT) 78.0 FT (23.8 M) EAST FROM THE CENTER OF HIGHWAY 31
 LB0277'NORTH, 20.726 METERS (67.999 FT) 68.0 FT (20.7 M) NORTH FROM THE
 LB0277'CENTER OF COUNTY ROAD 800 S, 0.914 METERS (2.999 FT) 3.0 FT (0.9 M)
 LB0277'WEST FROM A FENCE AND 0.457 METERS (1.499 FT) 1.5 FT (0.5 M) WEST FROM
 LB0277'A UTILITY POLE AND WITNESS POST.  TO REACH AZIMUTH MARK 2 FROM THE
 LB0277'STATION GO NORTH ON HIGHWAY 31 FOR 0.72 KM (0.45 MI) 0.45 MILE (0.72
 LB0277'KM) TO A SIDE ROAD RIGHT AND THE MARK IN THE NORTHEAST QUADRANT OF
 LB0277'THIS INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2368 ***********************************************************************
 LB2368  DESIGNATION -  BUNKER HILL MUNICIPAL TANK
 LB2368  PID         -  LB2368
 LB2368  STATE/COUNTY-  IN/MIAMI
 LB2368  COUNTRY     -  US
 LB2368  USGS QUAD   -  BUNKER HILL (2019)
 LB2368
 LB2368                         *CURRENT SURVEY CONTROL
 LB2368  ______________________________________________________________________
 LB2368* NAD 83(1997) POSITION- 40 39 31.15688(N) 086 06 06.64097(W)   ADJUSTED
 LB2368  ______________________________________________________________________
 LB2368  GEOID HEIGHT    -        -34.316 (meters)                     GEOID18
 LB2368  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB2368  HORZ ORDER      -  THIRD
 LB2368
 LB2368.The horizontal coordinates were established by classical geodetic methods
 LB2368.and adjusted by the National Geodetic Survey in May 1999.
 LB2368
 LB2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2368.GEOID18 height accuracy estimate available here.
 LB2368
 LB2368.Click photographs - Photos may exist for this station.
 LB2368
 LB2368.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2368
 LB2368. The following values were computed from the NAD 83(1997) position.
 LB2368
 LB2368;                    North         East     Units Scale Factor Converg.
 LB2368;SPC IN E     -   600,743.914    63,199.148   MT  0.99998333   -0 17 00.8
 LB2368;SPC IN E     - 1,970,940.66    207,345.87   sFT  0.99998333   -0 17 00.8
 LB2368;UTM  16      - 4,501,253.369   575,925.058   MT  0.99967095   +0 35 06.8
 LB2368
 LB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7592501253(NAD 83)
 LB2368
 LB2368                          SUPERSEDED SURVEY CONTROL
 LB2368
 LB2368  NAD 83(1986)-  40 39 31.16113(N)    086 06 06.65292(W) AD(       ) 3
 LB2368  NAD 27      -  40 39 31.01700(N)    086 06 06.67400(W) AD(       ) 3
 LB2368
 LB2368.Superseded values are not recommended for survey control.
 LB2368
 LB2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2368.See file dsdata.pdf to determine how the superseded data were derived.
 LB2368
 LB2368_MARKER: 53 = ELEVATED TANK
 LB2368
 LB2368  HISTORY     - Date     Condition        Report By
 LB2368  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2368  HISTORY     - 1954     GOOD             CGS
 LB2368  HISTORY     - 1964     GOOD             CGS
 LB2368  HISTORY     - 19850321 GOOD             NGS
 LB2368  HISTORY     - 1989     GOOD             DMA
 LB2368  HISTORY     - 1989     GOOD             USPSQD
 LB2368
 LB2368                          STATION DESCRIPTION
 LB2368
 LB2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2368'THIS IS AN INTERSECTION STATION.
 LB2368'
 LB2368'STATION IS LOCATED IN THE CENTER OF BUNKER HILL ABOUT 500 FEET SOUTH
 LB2368'OF THE MAIN INTERSECTION.  IT IS A BLACK WATER TANK SUPPORTED BY
 LB2368'FOUR STEEL LEGS AND ABOUT 125 FEET HIGH.  THE LEGEND BUNKER HILL IS
 LB2368'PAINTED IN LARGE WHITE LETTERS ON THE NORTHWEST SIDE OF THE TANK.
 LB2368'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF
 LB2368'OF THE TANK.
 LB2368
 LB2368                          STATION RECOVERY (1954)
 LB2368
 LB2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2368'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 LB2368'DESCRIPTION IS ADEQUATE.
 LB2368
 LB2368                          STATION RECOVERY (1964)
 LB2368
 LB2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LB2368'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD.
 LB2368'400861 STATION 1081.
 LB2368
 LB2368                          STATION RECOVERY (1985)
 LB2368
 LB2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LB2368'RECOVERED AS DESCRIBED
 LB2368
 LB2368                          STATION RECOVERY (1989)
 LB2368
 LB2368'RECOVERY NOTE BY DEFENSE MAP AGENCY 1989 (KB)
 LB2368'RECOVERED IN GOOD CONDITION.
 LB2368
 LB2368                          STATION RECOVERY (1989)
 LB2368
 LB2368'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0278 ***********************************************************************
 LB0278  DESIGNATION -  BUNKER RM 1
 LB0278  PID         -  LB0278
 LB0278  STATE/COUNTY-  IN/MIAMI
 LB0278  COUNTRY     -  US
 LB0278  USGS QUAD   -  ONWARD (2019)
 LB0278
 LB0278                         *CURRENT SURVEY CONTROL
 LB0278  ______________________________________________________________________
 LB0278* NAD 83(1986) POSITION- 40 38 33.24   (N) 086 07 40.75   (W)   HD_HELD1
 LB0278* NAVD 88 ORTHO HEIGHT -   247.16  (meters)      810.9   (feet) RESET
 LB0278  ______________________________________________________________________
 LB0278  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LB0278  VERT ORDER      -  THIRD
 LB0278
 LB0278.The horizontal coordinates were determined by differentially corrected
 LB0278.hand held GPS observations or other comparable positioning techniques
 LB0278.and have an estimated accuracy of +/- 3 meters.
 LB0278
 LB0278.The orthometric height was computed from unverified reset data.
 LB0278
 LB0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0278.GEOID18 height accuracy estimate available here.
 LB0278
 LB0278.Click photographs - Photos may exist for this station.
 LB0278
 LB0278;                    North         East    Units  Estimated Accuracy
 LB0278;SPC IN E     -   598,968.7      60,979.1     MT  (+/- 3 meters HH1 GPS) 
 LB0278
 LB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7373299445(NAD 83)
 LB0278
 LB0278                          SUPERSEDED SURVEY CONTROL
 LB0278
 LB0278.No superseded survey control is available for this station.
 LB0278
 LB0278_MARKER: DR = REFERENCE MARK DISK
 LB0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0278_STAMPING: BUNKER NO 1 1948
 LB0278_MARK LOGO: CGS
 LB0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0278+STABILITY: SURFACE MOTION
 LB0278
 LB0278  HISTORY     - Date     Condition        Report By
 LB0278  HISTORY     - 1948     MONUMENTED       CGS
 LB0278  HISTORY     - 1968     GOOD             CGS
 LB0278
 LB0278                          STATION DESCRIPTION
 LB0278
 LB0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0278'4.5 MI S FROM NEAD.
 LB0278'1.7 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE NORTH ENTRANCE
 LB0278'TO THE GRISSOM AIR FORCE BASE, 107 FEET SOUTH OF A PAVED ROAD
 LB0278'WEST, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LB0278'NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 LB0278'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LB0278'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2446 ***********************************************************************
 ME2446  DESIGNATION -  BURDICK
 ME2446  PID         -  ME2446
 ME2446  STATE/COUNTY-  IN/PORTER
 ME2446  COUNTRY     -  US
 ME2446  USGS QUAD   -  WESTVILLE (2019)
 ME2446
 ME2446                         *CURRENT SURVEY CONTROL
 ME2446  ______________________________________________________________________
 ME2446* NAD 83(1997) POSITION- 41 36 25.56108(N) 086 59 25.00048(W)   ADJUSTED
 ME2446* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 ME2446  ______________________________________________________________________
 ME2446  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME2446  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 ME2446  HORZ ORDER      -  SECOND
 ME2446
 ME2446.The horizontal coordinates were established by classical geodetic methods
 ME2446.and adjusted by the National Geodetic Survey in May 1999.
 ME2446
 ME2446.The orthometric height was scaled from a topographic map.
 ME2446
 ME2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2446.GEOID18 height accuracy estimate available here.
 ME2446
 ME2446.Click photographs - Photos may exist for this station.
 ME2446
 ME2446.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2446
 ME2446. The following values were computed from the NAD 83(1997) position.
 ME2446
 ME2446;                    North         East     Units Scale Factor Converg.
 ME2446;SPC IN W     -   705,984.558   907,756.698   MT  0.99996741   +0 03 42.4
 ME2446;SPC IN W     - 2,316,217.67  2,978,198.43   sFT  0.99996741   +0 03 42.4
 ME2446;UTM  16      - 4,606,154.564   500,810.094   MT  0.99960001   +0 00 23.2
 ME2446
 ME2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2446!SPC IN W     -   0.99997425  x   0.99996741  =   0.99994167
 ME2446!UTM  16      -   0.99997425  x   0.99960001  =   0.99957427
 ME2446
 ME2446:                Primary Azimuth Mark                     Grid Az
 ME2446:SPC IN W     -  BURDICK AZ MK                            176 49 33.9
 ME2446:UTM  16      -  BURDICK AZ MK                            176 52 53.1
 ME2446
 ME2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0081006154(NAD 83)
 ME2446
 ME2446|---------------------------------------------------------------------|
 ME2446| PID    Reference Object                     Distance      Geod. Az  |
 ME2446|                                                           dddmmss.s |
 ME2446| ME2451 WESTVILLE RAD STA KSD 86 MAST       APPROX. 5.9 KM 1251150.2 |
 ME2446| ME2448 TT 4 WO                              34.470 METERS 13314     |
 ME2446| CM2826 BURDICK RM 1                         11.426 METERS 14726     |
 ME2446| CM2825 BURDICK AZ MK                                      1765316.3 |
 ME2446| CM2827 BURDICK RM 2                         24.338 METERS 24612     |
 ME2446| ME2471 INDIANA ST POLICE POST 1 MAST       APPROX. 6.3 KM 2991103.3 |
 ME2446|---------------------------------------------------------------------|
 ME2446
 ME2446                          SUPERSEDED SURVEY CONTROL
 ME2446
 ME2446  NAD 83(1994)-  41 36 25.56586(N)    086 59 25.00249(W) AD(       ) 2
 ME2446  NAD 83(1986)-  41 36 25.56594(N)    086 59 25.00182(W) AD(       ) 2
 ME2446  NAD 27      -  41 36 25.42430(N)    086 59 24.88970(W) AD(       ) 2
 ME2446
 ME2446.Superseded values are not recommended for survey control.
 ME2446
 ME2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2446.See file dsdata.pdf to determine how the superseded data were derived.
 ME2446
 ME2446_MARKER: DS = TRIANGULATION STATION DISK
 ME2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2446_STAMPING: BURDICK 1952
 ME2446_MARK LOGO: CGS
 ME2446_PROJECTION: RECESSED 61 CENTIMETERS
 ME2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2446+STABILITY: SURFACE MOTION
 ME2446
 ME2446  HISTORY     - Date     Condition        Report By
 ME2446  HISTORY     - 1952     MONUMENTED       CGS
 ME2446
 ME2446                          STATION DESCRIPTION
 ME2446
 ME2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2446'STATION IS LOCATED ABOUT 3 MILES EAST OF CHESTERTON AND IS ON PROPERTY
 ME2446'OWNED BY A.J.  LINDSTEDT.  IT IS 87 FEET NORTHWEST OF THE INTERSECTION
 ME2446'OF A GRAVEL T-ROAD, 49 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND
 ME2446'32 FEET NORTH OF A FENCE LINE AND A WHITE WITNESS POST.  THE MARK IS
 ME2446'UNDERGROUND ABOUT 24 INCHES AND THE DISK IS STAMPED BURDICK 1952.
 ME2446'
 ME2446'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD
 ME2446'AND 1 FOOT NORTH OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME2446'DISK IS STAMPED BURDICK NO 1 1952.
 ME2446'
 ME2446'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD
 ME2446'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2446'STAMPED BURDICK NO 2 1952.
 ME2446'
 ME2446'AZIMUTH MARK IS 12 FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 9 FEET
 ME2446'WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A RAILROAD
 ME2446'CROSSING SIGN.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURDICK
 ME2446'1952.
 ME2446'
 ME2446'TT 4 WO (USGS) BM IS 27 FEET SOUTHEAST OF THE INTERSECTION OF THE
 ME2446'GRAVEL T-ROAD AND 17 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE
 ME2446'MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 8 INCHES WITH A
 ME2446'BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 4 WO 1934 647
 ME2446'(FEET ABOVE SEA LEVEL).
 ME2446'
 ME2446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND PORTER
 ME2446'AVENUE IN THE SOUTH EDGE OF CHESTERTON, GO EAST ON PORTER AVENUE FOR
 ME2446'1.65 MILES TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.45 MILE TO
 ME2446'WHERE ROAD FORKS, KEEP RIGHT AND GO 1.55 MILES TO A SIDE ROAD RIGHT
 ME2446'AND THE STATION ON THE LEFT AS DESCRIBED, TURN RIGHT AND GO SOUTH FOR
 ME2446'0.25 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 ME2446'
 ME2446'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1664 ***********************************************************************
 MD1664  DESIGNATION -  BURKET
 MD1664  PID         -  MD1664
 MD1664  STATE/COUNTY-  IN/KOSCIUSKO
 MD1664  COUNTRY     -  US
 MD1664  USGS QUAD   -  BURKET (2019)
 MD1664
 MD1664                         *CURRENT SURVEY CONTROL
 MD1664  ______________________________________________________________________
 MD1664* NAD 83(1997) POSITION- 41 07 47.38040(N) 085 57 56.31274(W)   ADJUSTED
 MD1664* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 MD1664  ______________________________________________________________________
 MD1664  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 MD1664  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 MD1664  HORZ ORDER      -  THIRD
 MD1664
 MD1664.The horizontal coordinates were established by classical geodetic methods
 MD1664.and adjusted by the National Geodetic Survey in May 1999.
 MD1664
 MD1664.The orthometric height was scaled from a topographic map.
 MD1664
 MD1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1664.GEOID18 height accuracy estimate available here.
 MD1664
 MD1664.Click photographs - Photos may exist for this station.
 MD1664
 MD1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1664
 MD1664. The following values were computed from the NAD 83(1997) position.
 MD1664
 MD1664;                    North         East     Units Scale Factor Converg.
 MD1664;SPC IN E     -   653,018.856    74,895.863   MT  0.99997442   -0 11 48.0
 MD1664;SPC IN E     - 2,142,446.03    245,720.84   sFT  0.99997442   -0 11 48.0
 MD1664;UTM  16      - 4,553,684.865   586,820.782   MT  0.99969277   +0 40 49.5
 MD1664
 MD1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1664!SPC IN E     -   0.99996280  x   0.99997442  =   0.99993722
 MD1664!UTM  16      -   0.99996280  x   0.99969277  =   0.99965558
 MD1664
 MD1664:                Primary Azimuth Mark                     Grid Az
 MD1664:SPC IN E     -  BURKET AZ MK                             355 08 13.7
 MD1664:UTM  16      -  BURKET AZ MK                             354 15 36.2
 MD1664
 MD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8682053684(NAD 83)
 MD1664
 MD1664|---------------------------------------------------------------------|
 MD1664| PID    Reference Object                     Distance      Geod. Az  |
 MD1664|                                                           dddmmss.s |
 MD1664| CC8357 BURKET RM 1                          26.972 METERS 10110     |
 MD1664| CC8358 BURKET RM 2                          31.309 METERS 20229     |
 MD1664| CC8356 BURKET AZ MK                                       3545625.7 |
 MD1664|---------------------------------------------------------------------|
 MD1664
 MD1664                          SUPERSEDED SURVEY CONTROL
 MD1664
 MD1664  NAD 83(1986)-  41 07 47.38468(N)    085 57 56.32302(W) AD(       ) 3
 MD1664  NAD 27      -  41 07 47.22810(N)    085 57 56.33880(W) AD(       ) 3
 MD1664
 MD1664.Superseded values are not recommended for survey control.
 MD1664
 MD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1664.See file dsdata.pdf to determine how the superseded data were derived.
 MD1664
 MD1664_MARKER: DS = TRIANGULATION STATION DISK
 MD1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1664_STAMPING: BURKET 1952
 MD1664_MARK LOGO: CGS
 MD1664_PROJECTION: RECESSED 30 CENTIMETERS
 MD1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1664+STABILITY: SURFACE MOTION
 MD1664
 MD1664  HISTORY     - Date     Condition        Report By
 MD1664  HISTORY     - 1952     MONUMENTED       CGS
 MD1664  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 MD1664
 MD1664                          STATION DESCRIPTION
 MD1664
 MD1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1664'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MENTONE AND 1-3/4 MILES
 MD1664'SOUTH OF BURKET ON PROPERTY OF MR. EARL F. SARBER.  IT IS 84 FEET
 MD1664'NORTHEAST OF THE INTERSECTION OF A PAVED CROSSROAD, 49 FEET SOUTHWEST
 MD1664'OF THE SOUTHWEST CORNER OF AN ABANDONED BRICK SCHOOL BUILDING, 24 FEET
 MD1664'NORTHWEST OF A 10 INCH MAPLE TREE AND 17 FEET NORTHEAST OF A FENCE AND
 MD1664'WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF
 MD1664'THE GROUND AND THE DISK IS STAMPED BURKET 1952.
 MD1664'
 MD1664'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF A PAVED ROAD
 MD1664'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MD1664'STAMPED BURKET NO 1 1952.
 MD1664'
 MD1664'REFERENCE MARK NO. 2 IS 61 FEET SOUTHEAST OF THE INTERSECTION OF THE
 MD1664'CROSSROADS AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 8
 MD1664'INCHES AND THE DISK IS STAMPED BURKET NO 2 1952.
 MD1664'
 MD1664'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A PAVED ROAD, 2 FEET
 MD1664'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 MD1664'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BURKET 1952.
 MD1664'
 MD1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 19 IN
 MD1664'MENTONE, GO EAST ON HIGHWAY 25 FOR 3.8 MILES TO A PAVED SIDE ROAD
 MD1664'RIGHT, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 1.2 MILES TO THE
 MD1664'VILLAGE OF BURKET, CONTINUE SOUTH ON PAVED ROAD FOR 1.55 MILES TO THE
 MD1664'AZIMUTH MARK ON THE RIGHT, WEST SIDE OF ROAD AS DESCRIBED, CONTINUE
 MD1664'SOUTH ON PAVED ROAD FOR 0.25 MILE TO A PAVED CROSSROAD AND THE STATION
 MD1664'IN THE NORTHEAST ANGLE AS DESCRIBED.
 MD1664'
 MD1664'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1664
 MD1664                          STATION RECOVERY (1996)
 MD1664
 MD1664'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2540 ***********************************************************************
 LB2540  DESIGNATION -  BURLINGTON
 LB2540  PID         -  LB2540
 LB2540  STATE/COUNTY-  IN/CARROLL
 LB2540  COUNTRY     -  US
 LB2540  USGS QUAD   -  BURLINGTON (2019)
 LB2540
 LB2540                         *CURRENT SURVEY CONTROL
 LB2540  ______________________________________________________________________
 LB2540* NAD 83(1997) POSITION- 40 28 37.72387(N) 086 23 45.50392(W)   ADJUSTED
 LB2540* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LB2540  ______________________________________________________________________
 LB2540  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 LB2540  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LB2540  HORZ ORDER      -  THIRD
 LB2540
 LB2540.The horizontal coordinates were established by classical geodetic methods
 LB2540.and adjusted by the National Geodetic Survey in May 1999.
 LB2540
 LB2540.The orthometric height was scaled from a topographic map.
 LB2540
 LB2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2540.GEOID18 height accuracy estimate available here.
 LB2540
 LB2540.Click photographs - Photos may exist for this station.
 LB2540
 LB2540.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2540
 LB2540. The following values were computed from the NAD 83(1997) position.
 LB2540
 LB2540;                    North         East     Units Scale Factor Converg.
 LB2540;SPC IN W     -   580,724.690   958,284.020   MT  1.00000847   +0 26 46.4
 LB2540;SPC IN W     - 1,905,260.92  3,143,970.16   sFT  1.00000847   +0 26 46.4
 LB2540;UTM  16      - 4,480,893.086   551,199.027   MT  0.99963227   +0 23 31.6
 LB2540
 LB2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2540!SPC IN W     -   0.99996743  x   1.00000847  =   0.99997590
 LB2540!UTM  16      -   0.99996743  x   0.99963227  =   0.99959971
 LB2540
 LB2540:                Primary Azimuth Mark                     Grid Az
 LB2540:SPC IN W     -  BURLINGTON AZ MK                         282 58 03.4
 LB2540:UTM  16      -  BURLINGTON AZ MK                         283 01 18.2
 LB2540
 LB2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5119980893(NAD 83)
 LB2540
 LB2540|---------------------------------------------------------------------|
 LB2540| PID    Reference Object                     Distance      Geod. Az  |
 LB2540|                                                           dddmmss.s |
 LB2540| CC8360 BURLINGTON RM 1                      26.463 METERS 09306     |
 LB2540| CC8361 BURLINGTON RM 2                      30.102 METERS 20313     |
 LB2540| CC8359 BURLINGTON AZ MK                                   2832449.8 |
 LB2540|---------------------------------------------------------------------|
 LB2540
 LB2540                          SUPERSEDED SURVEY CONTROL
 LB2540
 LB2540  NAD 83(1986)-  40 28 37.72968(N)    086 23 45.51597(W) AD(       ) 3
 LB2540  NAD 27      -  40 28 37.60650(N)    086 23 45.51260(W) AD(       ) 3
 LB2540
 LB2540.Superseded values are not recommended for survey control.
 LB2540
 LB2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2540.See file dsdata.pdf to determine how the superseded data were derived.
 LB2540
 LB2540_MARKER: DS = TRIANGULATION STATION DISK
 LB2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2540_STAMPING: BURLINGTON 1954
 LB2540_MARK LOGO: CGS
 LB2540_PROJECTION: FLUSH
 LB2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2540+STABILITY: SURFACE MOTION
 LB2540
 LB2540  HISTORY     - Date     Condition        Report By
 LB2540  HISTORY     - 1954     MONUMENTED       CGS
 LB2540
 LB2540                          STATION DESCRIPTION
 LB2540
 LB2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2540'STATION IS LOCATED ON THE GROUNDS OF THE BURLINGTON HIGH SCHOOL ALONG
 LB2540'THE EAST SIDE OF JACKSON STREET IN THE SOUTHWEST SECTION OF
 LB2540'BURLINGTON.  IT IS 88 FEET WEST OF THE NORTHWEST CORNER OF THE
 LB2540'SCHOOL BUILDING, 73 FEET EAST OF THE CENTER OF THE STREET AND 32
 LB2540'FEET SOUTH OF THE SIDE ENTRANCE TO A HOUSE.  THE MARK IS FLUSH AND
 LB2540'THE DISK IS STAMPED BURLINGTON 1954.
 LB2540'
 LB2540'REFERENCE MARK NO. 1 IS 5 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 LB2540'SCHOOL BUILDING AND 1 FOOT WEST OF THE WEST WALL OF THE BUILDING.
 LB2540'THE MARK IS FLUSH AND THE DISK IS STAMPED BURLINGTON NO 1 1954.
 LB2540'
 LB2540'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF THE STREET AND
 LB2540'21 FEET NORTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE
 LB2540'DISK IS STAMPED BURLINGTON NO 2 1954.
 LB2540'
 LB2540'AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 3 FEET
 LB2540'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LB2540'IS FLUSH AND DISK IS STAMPED BURLINGTON 1954.
 LB2540'
 LB2540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON JACKSON
 LB2540'STREET FOR 0.2 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON PAVED
 LB2540'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2540'
 LB2540'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2365 ***********************************************************************
 ME2365  DESIGNATION -  BURNS
 ME2365  PID         -  ME2365
 ME2365  STATE/COUNTY-  IN/STARKE
 ME2365  COUNTRY     -  US
 ME2365  USGS QUAD   -  BASS LAKE (2019)
 ME2365
 ME2365                         *CURRENT SURVEY CONTROL
 ME2365  ______________________________________________________________________
 ME2365* NAD 83(1997) POSITION- 41 13 46.70740(N) 086 33 00.05726(W)   ADJUSTED
 ME2365* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 ME2365  ______________________________________________________________________
 ME2365  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 ME2365  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 ME2365  HORZ ORDER      -  THIRD
 ME2365
 ME2365.The horizontal coordinates were established by classical geodetic methods
 ME2365.and adjusted by the National Geodetic Survey in May 1999.
 ME2365
 ME2365.The orthometric height was scaled from a topographic map.
 ME2365
 ME2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2365.GEOID18 height accuracy estimate available here.
 ME2365
 ME2365.Click photographs - Photos may exist for this station.
 ME2365
 ME2365.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2365
 ME2365. The following values were computed from the NAD 83(1997) position.
 ME2365
 ME2365;                    North         East     Units Scale Factor Converg.
 ME2365;SPC IN W     -   664,197.536   944,713.258   MT  0.99999126   +0 21 05.4
 ME2365;SPC IN W     - 2,179,121.42  3,099,446.75   sFT  0.99999126   +0 21 05.4
 ME2365;UTM  16      - 4,564,347.500   537,712.749   MT  0.99961750   +0 17 47.7
 ME2365
 ME2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2365!SPC IN W     -   0.99996877  x   0.99999126  =   0.99996003
 ME2365!UTM  16      -   0.99996877  x   0.99961750  =   0.99958628
 ME2365
 ME2365:                Primary Azimuth Mark                     Grid Az
 ME2365:SPC IN W     -  BURNS AZ MK                              122 21 11.8
 ME2365:UTM  16      -  BURNS AZ MK                              122 24 29.5
 ME2365
 ME2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3771264347(NAD 83)
 ME2365
 ME2365|---------------------------------------------------------------------|
 ME2365| PID    Reference Object                     Distance      Geod. Az  |
 ME2365|                                                           dddmmss.s |
 ME2365| CM2829 BURNS RM 1                           27.901 METERS 09002     |
 ME2365| CM2828 BURNS AZ MK                                        1224217.2 |
 ME2365| CM2830 BURNS RM 2                           24.089 METERS 18242     |
 ME2365|---------------------------------------------------------------------|
 ME2365
 ME2365                          SUPERSEDED SURVEY CONTROL
 ME2365
 ME2365  NAD 83(1986)-  41 13 46.71278(N)    086 33 00.06550(W) AD(       ) 3
 ME2365  NAD 27      -  41 13 46.56350(N)    086 33 00.03810(W) AD(       ) 3
 ME2365
 ME2365.Superseded values are not recommended for survey control.
 ME2365
 ME2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2365.See file dsdata.pdf to determine how the superseded data were derived.
 ME2365
 ME2365_MARKER: DS = TRIANGULATION STATION DISK
 ME2365_SETTING: 66 = SET IN ROCK OUTCROP
 ME2365_STAMPING: BURNS 1952
 ME2365_MARK LOGO: CGS
 ME2365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2365+STABILITY: POSITION/ELEVATION WELL
 ME2365
 ME2365  HISTORY     - Date     Condition        Report By
 ME2365  HISTORY     - 1952     MONUMENTED       CGS
 ME2365  HISTORY     - 1969     GOOD             CGS
 ME2365  HISTORY     - 1988     GOOD             USPSQD
 ME2365
 ME2365                          STATION DESCRIPTION
 ME2365
 ME2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2365'STATION IS LOCATED ON THE PROPERTY OF TOM BURNS ON THE SOUTH SIDE OF
 ME2365'STATE HIGHWAY 10 ABOUT 1 MILE EAST OF WINONA, ON THE EAST SIDE OF BASS
 ME2365'LAKE.  IT IS 86 FEET NORTH OF THE NORTHEAST CORNER OF MR. BURNS HOUSE,
 ME2365'40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET SOUTH OF A
 ME2365'FENCE.  THE DISK IS CEMENTED IN A DRILLHOLE IN BEDROCK, WHICH IS ABOUT
 ME2365'2 INCHES UNDERGROUND, AND IS STAMPED BURNS 1952.
 ME2365'
 ME2365'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 22
 ME2365'FEET WEST OF THE NORTHWEST CORNER OF A BARN AND 2 FEET SOUTH OF THE
 ME2365'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURNS NO 1 1952.
 ME2365'
 ME2365'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE NORTHWEST CORNER OF THE
 ME2365'HOUSE AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2365'STAMPED BURNS NO 2 1952.
 ME2365'
 ME2365'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 ME2365'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS
 ME2365'FLUSH AND THE DISK IS STAMPED BURNS 1952.
 ME2365'
 ME2365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 210 IN
 ME2365'WINONA, GO EAST ON HIGHWAY 10 FOR 0.9 TO MR. BURNS HOUSE ON THE RIGHT
 ME2365'AND THE STATION ON THE RIGHT AS DESCRIBED.
 ME2365'
 ME2365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 10 FOR
 ME2365'0.3 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL
 ME2365'ROAD FOR 0.2 MILE TO THE MARK RIGHT AS DESCRIBED.
 ME2365'
 ME2365'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2365
 ME2365                          STATION RECOVERY (1969)
 ME2365
 ME2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2365'ALL MARKS WERE FOUND IN GOOD CONDITION.  DUE TO VARIOUS CHANGES A NEW
 ME2365'DESCRIPTION IS NEEDED.
 ME2365'
 ME2365'THE STATION IS LOCATED IN THE FRONT YARD OF PROPERTY OWNED BY MR. J.
 ME2365'SUKENIK, 86 FEET NORTH OF THE NORTHWEST CORNER OF MR. SUKENIKS HOUSE,
 ME2365'42 FEET NORTH OF AN 8 INCH BIRCH TREE, 17 FEET NORTHEAST OF A 12 INCH
 ME2365'MAPLE TREE, 34 FEET WEST OF A 20 INCH WALNUT TREE, 56 FEET WEST OF THE
 ME2365'CENTERLINE OF A DRIVEWAY, 3 FEET SOUTH OF A FENCE AND 28 FEET SOUTH OF
 ME2365'THE CENTERLINE OF STATE HIGHWAY 10.  THE DISK IS CEMENTED IN A DRILL
 ME2365'HOLE IN BEDROCK 3 INCHES UNDERGROUND AND STAMPED BURNS 1952.
 ME2365'
 ME2365'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET AND STATE
 ME2365'HIGHWAY 10 AT THE SOUTH EDGE OF WINONA, GO EAST ON HIGHWAY 10 FOR 1.15
 ME2365'MILE TO THE STATION ON THE RIGHT AT THE TOP OF GRADE.  CONTINUE EAST
 ME2365'ON THE HIGHWAY FOR 0.3 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 ME2365'GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ME2365'RIGHT.
 ME2365'
 ME2365'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTERLINE OF THE DRIVE, 2
 ME2365'FEET SOUTH OF A FENCE, 28 FEET EAST OF A FENCE CORNER AND 25 FEET
 ME2365'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 4
 ME2365'INCHES AND THE DISK IS STAMPED BURNS NO 1 1952.
 ME2365'
 ME2365'REFERENCE MARK 2 IS 13 FEET NORTHWEST OF A 30 INCH MAPLE TREE, 1 FOOT
 ME2365'EAST OF FENCE AND 19 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.
 ME2365'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURNS NO 2 1952.
 ME2365'
 ME2365'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 46
 ME2365'FEET SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST
 ME2365'AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ME2365'DISK IS STAMPED BURNS 1952.
 ME2365'
 ME2365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 ME2365'WINONA.
 ME2365
 ME2365                          STATION RECOVERY (1988)
 ME2365
 ME2365'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1616 ***********************************************************************
 MD1616  DESIGNATION -  BURR
 MD1616  PID         -  MD1616
 MD1616  STATE/COUNTY-  IN/NOBLE
 MD1616  COUNTRY     -  US
 MD1616  USGS QUAD   -  MERRIAM (2019)
 MD1616
 MD1616                         *CURRENT SURVEY CONTROL
 MD1616  ______________________________________________________________________
 MD1616* NAD 83(1997) POSITION- 41 18 33.98587(N) 085 27 38.56020(W)   ADJUSTED
 MD1616* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 MD1616  ______________________________________________________________________
 MD1616  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 MD1616  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 MD1616  HORZ ORDER      -  SECOND
 MD1616
 MD1616.The horizontal coordinates were established by classical geodetic methods
 MD1616.and adjusted by the National Geodetic Survey in May 1999.
 MD1616
 MD1616.The orthometric height was scaled from a topographic map.
 MD1616
 MD1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1616.GEOID18 height accuracy estimate available here.
 MD1616
 MD1616.Click photographs - Photos may exist for this station.
 MD1616
 MD1616.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1616
 MD1616. The following values were computed from the NAD 83(1997) position.
 MD1616
 MD1616;                    North         East     Units Scale Factor Converg.
 MD1616;SPC IN E     -   672,943.017   117,246.240   MT  0.99997033   +0 08 09.4
 MD1616;SPC IN E     - 2,207,813.88    384,665.37   sFT  0.99997033   +0 08 09.4
 MD1616;UTM  16      - 4,574,251.537   628,851.227   MT  0.99980433   +1 00 58.5
 MD1616
 MD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1616!SPC IN E     -   0.99996098  x   0.99997033  =   0.99993131
 MD1616!UTM  16      -   0.99996098  x   0.99980433  =   0.99976532
 MD1616
 MD1616:                Primary Azimuth Mark                     Grid Az
 MD1616:SPC IN E     -  BURR AZ MK                               129 25 51.1
 MD1616:UTM  16      -  BURR AZ MK                               128 33 02.0
 MD1616
 MD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2885174251(NAD 83)
 MD1616
 MD1616|---------------------------------------------------------------------|
 MD1616| PID    Reference Object                     Distance      Geod. Az  |
 MD1616|                                                           dddmmss.s |
 MD1616| CC8362 BURR AZ MK                                         1293400.5 |
 MD1616| MD0936 T 164                                23.829 METERS 20212     |
 MD1616| CC8363 BURR RM 1                            29.758 METERS 30219     |
 MD1616|---------------------------------------------------------------------|
 MD1616
 MD1616                          SUPERSEDED SURVEY CONTROL
 MD1616
 MD1616  NAD 83(1995)-  41 18 33.98692(N)    085 27 38.56842(W) AD(       ) 2
 MD1616  NAD 83(1986)-  41 18 33.98623(N)    085 27 38.57290(W) AD(       ) 2
 MD1616  NAD 27      -  41 18 33.81620(N)    085 27 38.64540(W) AD(       ) 2
 MD1616
 MD1616.Superseded values are not recommended for survey control.
 MD1616
 MD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1616.See file dsdata.pdf to determine how the superseded data were derived.
 MD1616
 MD1616_MARKER: DS = TRIANGULATION STATION DISK
 MD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1616_STAMPING: BURR 1946
 MD1616_MARK LOGO: CGS
 MD1616_PROJECTION: RECESSED 20 CENTIMETERS
 MD1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1616+STABILITY: SURFACE MOTION
 MD1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1616+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 MD1616
 MD1616  HISTORY     - Date     Condition        Report By
 MD1616  HISTORY     - 1946     MONUMENTED       CGS
 MD1616  HISTORY     - 1958     GOOD             CGS
 MD1616  HISTORY     - 1963     GOOD             CGS
 MD1616  HISTORY     - 20070712 GOOD             INDIV
 MD1616
 MD1616                          STATION DESCRIPTION
 MD1616
 MD1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1616'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 33
 MD1616'ABOUT 1-1/2 MILES WEST-SOUTHWEST OF BURR OAK AND 2 MILES NORTHWEST OF
 MD1616'MERRIAM.  IT IS 47 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 MD1616'33, 45 FEET NORTH OF A FENCE CORNER AND 23 FEET NORTHEAST OF A
 MD1616'NORTHWEST - SOUTHEAST FENCE LINE.  THE MARK IS 8 INCHES BELOW THE
 MD1616'SURFACE OF THE GROUND AND THE DISK IS STAMPED BURR 1946.
 MD1616'
 MD1616'REFERENCE MARK NO. 1 IS 97.63 FEET WEST OF THE STATION, 1 FOOT
 MD1616'SOUTHWEST OF A SOUTH EAST - NORTHWEST FENCE LINE, 26 FEET NORTHEAST OF
 MD1616'THE CENTER LINE OF U.S.  HIGHWAY 33 AND 17 FEET SOUTHEAST OF POWERLINE
 MD1616'POLE NO. 47721.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 MD1616'STAMPED BURR NO 1 1946.
 MD1616'
 MD1616'T-164 (USC AND GS) IS 78.18 FEET SOUTH OF THE STATION, 24 FEET
 MD1616'SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 33 AND 15 FEET WEST OF A
 MD1616'TELEPHONE POLE.  THE MARK IS A 12 BY 12 CONCRETE POST PROJECTING ABOUT
 MD1616'2 INCHES AND THE DISK IS A STANDARD USC AND GS BENCH MARK STAMPED
 MD1616'T-164 1946.
 MD1616'
 MD1616'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 25 FEET
 MD1616'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 33, 2 FEET NORTHWEST OF A
 MD1616'TELEPHONE POLE AND 1 FOOT NORTHEAST A SOUTHEAST - NORTHWEST FENCE
 MD1616'LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BURR
 MD1616'1946.
 MD1616'
 MD1616'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 9 AND U.S.
 MD1616'HIGHWAY 33 IN MERRIAM, GO NORTHWEST ON U.S. HIGHWAY 33 FOR 1.7 MILES
 MD1616'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST ON
 MD1616'U.S. HIGHWAY 33 FOR 0.3 MILE TO A WOODEN GATE BY A FENCE CORNER AND
 MD1616'THE STATION AS DESCRIBED.
 MD1616'
 MD1616'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1616
 MD1616                          STATION RECOVERY (1958)
 MD1616
 MD1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1616'STATION, AZIMUTH, REFERENCE MARK NO. 1 AND T 164 USC AND GS RECOVERED
 MD1616'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARK NO. 1 AND T 164
 MD1616'CHECKED AND VERIFIED.  ANGLES BETWEEN AZIMUTH MARK AND REFERENCE MARK
 MD1616'NO. 1 AND T 164 CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND
 MD1616'CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 53.9 FEET NORTHWEST OF
 MD1616'POWER POLE NO. 76-352, 48.0 FEET NORTHEAST OF C/L STATE ROUTE 33, AND
 MD1616'21.0 FEET NORTHEAST OF A FENCE.
 MD1616
 MD1616                          STATION RECOVERY (1963)
 MD1616
 MD1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1616'ABOUT 1.5 MILES SW OF BURR OAK, ABOUT 2.1 MILES NORTHWESTERLY ALONG
 MD1616'NO. 33 U.S. HIGHWAY FROM ITS INTERSECTION WITH NO. 9 INDIANA HWY. AT
 MD1616'MERRIAM, ABOUT 100 YARDS SE OF Y-INTERSECTION OF HWY. AND NO. 200 W
 MD1616'COUNTY ROAD, 48 FEET NE OF CENTER LINE OF 22-FOOT HWY. PAVEMENT, 54.3
 MD1616'FEET NW OF CENTER OF NO. 76/352 POWER POLE, 21.0 FEET NE OF R.O.W.
 MD1616'FENCE, 29.3 FEET N OF CENTER OF NW ONE OF TWO IRON-PIPE GATEPOSTS,
 MD1616'STANDARD DISKS STAMPED BURR 1946 IN 1A AND 7A MARKS WITH THE TOP MARK
 MD1616'0.8 FOOT UNDERGROUND.
 MD1616'
 MD1616'REFERENCE STAMPED BURR NO 1 1946, NOTE 11A, PROJECTS 0.7 FOOT, IS
 MD1616'97.63 FEET OR 29.758 METERS NW IN AZIMUTH 122 DEG 19 MIN FROM STATION,
 MD1616'26 FEET NE OF CENTER LINE OF HWY., 0.8 FOOT HIGHER THAN SAME, AND
 MD1616'19-1/2 FEET SE OF CENTER OF NO. 76/353 POWER POLE.
 MD1616'
 MD1616'COAST SURVEY BENCH MARK STD. DISK STAMPED T 164 1946, PROJECTS 0.2
 MD1616'FOOT, IS 78.18 FEET OR 23.829 METERS SSW IN AZIMUTH 22 DEG 12 MIN FROM
 MD1616'STATION, 24 FEET SW OF CENTER LINE OF HWY., LEVEL WITH SAME, AND 1.8
 MD1616'FEET SE OF STEEL WITNESS POST.
 MD1616'
 MD1616'AZIMUTH MARK STAMPED BURR 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT
 MD1616'0.3 MILE SE IN AZIMUTH 309 DEG 34 MIN 02.6 SEC FROM STATION, AT A
 MD1616'CREST OF HWY. GRADES, 23 FEET SW OF CENTER LINE OF HWY., 14 FEET NW OF
 MD1616'PROJECTED PLANE OF NW WALL OF BARN, 2.5 FEET NW OF TELEPHONE POLE, 1
 MD1616'FOOT NE OF FENCE, AND 1.4 FEET SE OF STEEL WITNESS POST.
 MD1616
 MD1616                          STATION RECOVERY (2007)
 MD1616
 MD1616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MRH)
 MD1616'REFERENCE MARK NO. 1 AND BM T-164 WERE FOUND AND DISTANCES ARE
 MD1616'CORRECT.  STATION MEASURES 54.3 FEET NORTHERLY FROM POWER POLE N447-5
 MD1616'AND IS 1.2 FEET BELOW SURFACE.  RAILROAD SPIKES WERE PLACED ABOVE MARK
 MD1616'BEFORE IT WAS BURIED TO ALLOW FOR RECOVERY USING A MAGNETIC LOCATOR.
 MD1616'FENCE AND GATEPOSTS FROM PREVIOUS DESCRIPTION ARE GONE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1958 ***********************************************************************
 JA1958  DESIGNATION -  BUSSERON
 JA1958  PID         -  JA1958
 JA1958  STATE/COUNTY-  IN/KNOX
 JA1958  COUNTRY     -  US
 JA1958  USGS QUAD   -  OAKTOWN (2019)
 JA1958
 JA1958                         *CURRENT SURVEY CONTROL
 JA1958  ______________________________________________________________________
 JA1958* NAD 83(1997) POSITION- 38 49 44.37241(N) 087 27 23.32621(W)   ADJUSTED
 JA1958* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 JA1958  ______________________________________________________________________
 JA1958  GEOID HEIGHT    -        -31.984 (meters)                     GEOID18
 JA1958  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JA1958  HORZ ORDER      -  THIRD
 JA1958
 JA1958.The horizontal coordinates were established by classical geodetic methods
 JA1958.and adjusted by the National Geodetic Survey in May 1999.
 JA1958
 JA1958.The orthometric height was scaled from a topographic map.
 JA1958
 JA1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1958.GEOID18 height accuracy estimate available here.
 JA1958
 JA1958.Click photographs - Photos may exist for this station.
 JA1958
 JA1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1958
 JA1958. The following values were computed from the NAD 83(1997) position.
 JA1958
 JA1958;                    North         East     Units Scale Factor Converg.
 JA1958;SPC IN W     -   397,578.859   867,599.056   MT  0.99997959   -0 14 02.3
 JA1958;SPC IN W     - 1,304,389.97  2,846,447.90   sFT  0.99997959   -0 14 02.3
 JA1958;UTM  16      - 4,297,898.922   460,377.579   MT  0.99961933   -0 17 10.4
 JA1958
 JA1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1958!SPC IN W     -   0.99997962  x   0.99997959  =   0.99995921
 JA1958!UTM  16      -   0.99997962  x   0.99961933  =   0.99959896
 JA1958
 JA1958:                Primary Azimuth Mark                     Grid Az
 JA1958:SPC IN W     -  BUSSERON AZ MK                           083 21 59.5
 JA1958:UTM  16      -  BUSSERON AZ MK                           083 25 07.6
 JA1958
 JA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6037797898(NAD 83)
 JA1958
 JA1958|---------------------------------------------------------------------|
 JA1958| PID    Reference Object                     Distance      Geod. Az  |
 JA1958|                                                           dddmmss.s |
 JA1958| CG7329 BUSSERON AZ MK                                     0830757.2 |
 JA1958| CG7330 BUSSERON RM 1                        19.227 METERS 17852     |
 JA1958| CG7331 BUSSERON RM 2                        18.005 METERS 26848     |
 JA1958|---------------------------------------------------------------------|
 JA1958
 JA1958                          SUPERSEDED SURVEY CONTROL
 JA1958
 JA1958  NAD 83(1986)-  38 49 44.38158(N)    087 27 23.32487(W) AD(       ) 3
 JA1958  NAD 27      -  38 49 44.21812(N)    087 27 23.24930(W) AD(       ) 3
 JA1958
 JA1958.Superseded values are not recommended for survey control.
 JA1958
 JA1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1958.See file dsdata.pdf to determine how the superseded data were derived.
 JA1958
 JA1958_MARKER: DS = TRIANGULATION STATION DISK
 JA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1958_STAMPING: BUSSERON 1968
 JA1958_MARK LOGO: CGS
 JA1958_PROJECTION: FLUSH
 JA1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1958+STABILITY: SURFACE MOTION
 JA1958
 JA1958  HISTORY     - Date     Condition        Report By
 JA1958  HISTORY     - 1968     MONUMENTED       CGS
 JA1958
 JA1958                          STATION DESCRIPTION
 JA1958
 JA1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1958'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF OAKTOWN, 2 MILES NORTH
 JA1958'OF EMISON AND ON PROPERTY OWNED BY MR MURICE SCHULTZ.
 JA1958'
 JA1958'TO REACH THE STATION FROM THE POST OFFICE IN OAKTOWN, GO WEST ON MAIN
 JA1958'STREET FOR 0.3 MILE TO THE JUNCTION OF U S HIGHWAY 41.  TURN LEFT AND
 JA1958'GO SOUTH ON HIGHWAY 41 FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 JA1958'AND GO WESTERLY ON A PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.
 JA1958'CONTINUE WEST AND SOUTH ON THE PAVED ROAD FOR 0.6 MILE TO A DRIVEWAY
 JA1958'ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE DRIVEWAY FOR 0.2 MILE
 JA1958'TO A FENCER CORNER AND THE STATION ON THE RIGHT.
 JA1958'
 JA1958'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA1958'
 JA1958'STATION MARK, STAMPED BUSSERON 1968 IS SET FLUSH WITH THE GROUND
 JA1958'SURFACE.  IT IS 6.6 FEET NORTHEAST OF A FENCE CORNER AND 6.5 FEET
 JA1958'NORTHEAST OF A METAL WITNESS POST.
 JA1958'
 JA1958'RM NO 1, STAMPED BUSSERON NO 1 1968 PROJECTS 4 INCHES.  IT IS 98 FEET
 JA1958'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED HOUSE AND 1 FOOT
 JA1958'EAST OF A FENCE.
 JA1958'
 JA1958'RM NO 2, STAMPED BUSSERON NO 2 1968 PROJECTS 5 INCHES.  IT IS 2 FEET
 JA1958'EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 JA1958'
 JA1958'AZIMUTH MARK, STAMPED BUSSERON 1968 IS SET FLUSH WITH THE GROUND
 JA1958'SURFACE.  IT IS 19 FEET WEST OF THE CENTER OF A PAVED ROAD AND 1 FOOT
 JA1958'EAST OF A FENCE.
 JA1958'
 JA1958'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE SIDE ROAD RIGHT AND
 JA1958'HIGHWAY 41, CONTINUE SOUTH ON HIGHWAY 41 FOR 0.2 MILE TO A FORK.  TAKE
 JA1958'THE LEFT FORK AND CONTINUE SOUTH ON A PAVED ROAD FOR 0.25 MILE TO THE
 JA1958'AZIMUTH MARK ON THE RIGHT.
 JA1958'
 JA1958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1812 ***********************************************************************
 MD1812  DESIGNATION -  BUTLER MUNICIPAL TANK
 MD1812  PID         -  MD1812
 MD1812  STATE/COUNTY-  IN/DE KALB
 MD1812  COUNTRY     -  US
 MD1812  USGS QUAD   -  BUTLER EAST (2019)
 MD1812
 MD1812                         *CURRENT SURVEY CONTROL
 MD1812  ______________________________________________________________________
 MD1812* NAD 83(1997) POSITION- 41 25 45.63171(N) 084 52 21.49582(W)   ADJUSTED
 MD1812  ______________________________________________________________________
 MD1812  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 MD1812  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 MD1812  HORZ ORDER      -  THIRD
 MD1812
 MD1812.The horizontal coordinates were established by classical geodetic methods
 MD1812.and adjusted by the National Geodetic Survey in May 1999.
 MD1812
 MD1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1812.GEOID18 height accuracy estimate available here.
 MD1812
 MD1812.Click photographs - Photos may exist for this station.
 MD1812
 MD1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1812
 MD1812. The following values were computed from the NAD 83(1997) position.
 MD1812
 MD1812;                    North         East     Units Scale Factor Converg.
 MD1812;SPC IN E     -   686,542.824   166,368.442   MT  1.00002085   +0 31 31.5
 MD1812;SPC IN E     - 2,252,432.58    545,827.13   sFT  1.00002085   +0 31 31.5
 MD1812;SPC OH N     -   198,437.703   401,711.249   MT  0.99995902   -1 33 31.3
 MD1812;SPC OH N     -   651,041.03  1,317,947.66   sFT  0.99995902   -1 33 31.3
 MD1812;UTM  16      - 4,588,603.994   677,753.562   MT  0.99998885   +1 24 28.9
 MD1812
 MD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7775388603(NAD 83)
 MD1812
 MD1812                          SUPERSEDED SURVEY CONTROL
 MD1812
 MD1812  NAD 83(1995)-  41 25 45.63178(N)    084 52 21.49645(W) AD(       ) 3
 MD1812  NAD 83(1986)-  41 25 45.63247(N)    084 52 21.51090(W) AD(       ) 3
 MD1812  NAD 27      -  41 25 45.44800(N)    084 52 21.64900(W) AD(       ) 3
 MD1812
 MD1812.Superseded values are not recommended for survey control.
 MD1812
 MD1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1812.See file dsdata.pdf to determine how the superseded data were derived.
 MD1812
 MD1812
 MD1812  HISTORY     - Date     Condition        Report By
 MD1812  HISTORY     - 1932     MONUMENTED       CGS
 MD1812  HISTORY     - 1960     GOOD             CGS
 MD1812
 MD1812                          STATION DESCRIPTION
 MD1812
 MD1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RCB)
 MD1812'THIS IS AN INTERSECTION STATION.
 MD1812'
 MD1812'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF BUTLER AND 150
 MD1812'FEET SOUTH OF U.S.
 MD1812'HIGHWAY 6.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND IT
 MD1812'IS ABOUT 130 FEET HIGH.  THE POINT
 MD1812'OBSERVED ON WAS THE BALL ON TOP.
 MD1812
 MD1812                          STATION RECOVERY (1960)
 MD1812
 MD1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1812'RECOVERED IN GOOD CONDITION AND AS DESCRIBED, EXCEPT THE PRESENT
 MD1812'RECOVERER PACED IT TO BE 120 FEET S OF CENTER LINE OF NO. 6 U.S.
 MD1812'HIGHWAY WHICH IS ALSO W. MAIN STREET.  IT IS ABOUT 135 YARDS W OF S.
 MD1812'BROADWAY, ABOUT 30 FEET W OF PROJECTED CENTER LINE OF N. JOHN STREET,
 MD1812'BUILT IN 1914 BY CHICAGO BRIDGE AND IRON WORKS ACCORDING TO PLATE ON
 MD1812'NW LEG ABOUT A FOOT ABOVE THE CONCRETE FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1815 ***********************************************************************
 MD1815  DESIGNATION -  BUTLER UNITED MILK PROD CO STK
 MD1815  PID         -  MD1815
 MD1815  STATE/COUNTY-  IN/DE KALB
 MD1815  COUNTRY     -  US
 MD1815  USGS QUAD   -  BUTLER EAST (2019)
 MD1815
 MD1815                         *CURRENT SURVEY CONTROL
 MD1815  ______________________________________________________________________
 MD1815* NAD 83(1997) POSITION- 41 25 42.82179(N) 084 51 54.65257(W)   ADJUSTED
 MD1815  ______________________________________________________________________
 MD1815  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 MD1815  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 MD1815  HORZ ORDER      -  THIRD
 MD1815
 MD1815.The horizontal coordinates were established by classical geodetic methods
 MD1815.and adjusted by the National Geodetic Survey in May 1999.
 MD1815
 MD1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1815.GEOID18 height accuracy estimate available here.
 MD1815
 MD1815.Click photographs - Photos may exist for this station.
 MD1815
 MD1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1815
 MD1815. The following values were computed from the NAD 83(1997) position.
 MD1815
 MD1815;                    North         East     Units Scale Factor Converg.
 MD1815;SPC IN E     -   686,461.880   166,992.494   MT  1.00002188   +0 31 49.3
 MD1815;SPC IN E     - 2,252,167.02    547,874.54   sFT  1.00002188   +0 31 49.3
 MD1815;SPC OH N     -   198,334.124   402,331.905   MT  0.99995893   -1 33 13.7
 MD1815;SPC OH N     -   650,701.21  1,319,983.92   sFT  0.99995893   -1 33 13.7
 MD1815;UTM  16      - 4,588,532.675   678,378.767   MT  0.99999159   +1 24 46.6
 MD1815
 MD1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7837888532(NAD 83)
 MD1815
 MD1815                          SUPERSEDED SURVEY CONTROL
 MD1815
 MD1815  NAD 83(1995)-  41 25 42.82189(N)    084 51 54.65323(W) AD(       ) 3
 MD1815  NAD 83(1986)-  41 25 42.82256(N)    084 51 54.66761(W) AD(       ) 3
 MD1815  NAD 27      -  41 25 42.64100(N)    084 51 54.80700(W) AD(       ) 3
 MD1815
 MD1815.Superseded values are not recommended for survey control.
 MD1815
 MD1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1815.See file dsdata.pdf to determine how the superseded data were derived.
 MD1815
 MD1815
 MD1815  HISTORY     - Date     Condition        Report By
 MD1815  HISTORY     - 1947     MONUMENTED       CGS
 MD1815  HISTORY     - 1960     GOOD             CGS
 MD1815
 MD1815                          STATION DESCRIPTION
 MD1815
 MD1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1815'THIS IS AN INTERSECTION STATION.  THE STATION IS LOCATED IN THE
 MD1815'SOUTHEAST SECTION OF BUTLER, 0.1 MILE SOUTH OF U.S. HIGHWAY 6 AND 150
 MD1815'FEET NORTH OF THE NEW YORK CENTRAL RAILROAD TRACKS.  IT IS A TAN BRICK
 MD1815'STACK ABOUT 200 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER OF
 MD1815'THE TOP.
 MD1815
 MD1815                          STATION RECOVERY (1960)
 MD1815
 MD1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1815'RECOVERED IN GOOD CONDITION AND AS DESCRIBED, THO THE PROCESSING PLANT
 MD1815'NOW BELONGS TO HAWTHORN-MELLODY FARM DAIRIES.  THE PRESENT WRITER AND
 MD1815'EMPLOYEES OF THE PLANT ESTIMATED IT NEARER 150 FEET HIGH THAN 200
 MD1815'FEET.  IT IS ABOUT 0.35 MILE E OF S. BROADWAY, ABOUT 140 YARDS S OF E.
 MD1815'MAIN STREET, AND ABOUT 30 YARDS W OF THE PROJECTED CENTER LINE OF S.
 MD1815'SHORT STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2434 ***********************************************************************
 ME2434  DESIGNATION -  BYRON
 ME2434  PID         -  ME2434
 ME2434  STATE/COUNTY-  IN/LA PORTE
 ME2434  COUNTRY     -  US
 ME2434  USGS QUAD   -  SPRINGVILLE (2019)
 ME2434
 ME2434                         *CURRENT SURVEY CONTROL
 ME2434  ______________________________________________________________________
 ME2434* NAD 83(1997) POSITION- 41 38 15.61285(N) 086 39 41.55084(W)   ADJUSTED
 ME2434* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 ME2434  ______________________________________________________________________
 ME2434  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 ME2434  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 ME2434  HORZ ORDER      -  THIRD
 ME2434
 ME2434.The horizontal coordinates were established by classical geodetic methods
 ME2434.and adjusted by the National Geodetic Survey in May 1999.
 ME2434
 ME2434.The orthometric height was scaled from a topographic map.
 ME2434
 ME2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2434.GEOID18 height accuracy estimate available here.
 ME2434
 ME2434.Click photographs - Photos may exist for this station.
 ME2434
 ME2434.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2434
 ME2434. The following values were computed from the NAD 83(1997) position.
 ME2434
 ME2434;                    North         East     Units Scale Factor Converg.
 ME2434;SPC IN W     -   709,461.486   935,142.148   MT  0.99998186   +0 16 48.9
 ME2434;SPC IN W     - 2,327,624.89  3,068,045.53   sFT  0.99998186   +0 16 48.9
 ME2434;UTM  16      - 4,609,603.758   528,188.763   MT  0.99960978   +0 13 29.6
 ME2434
 ME2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2434!SPC IN W     -   0.99996675  x   0.99998186  =   0.99994861
 ME2434!UTM  16      -   0.99996675  x   0.99960978  =   0.99957654
 ME2434
 ME2434:                Primary Azimuth Mark                     Grid Az
 ME2434:SPC IN W     -  BYRON AZ MK                              125 14 46.4
 ME2434:UTM  16      -  BYRON AZ MK                              125 18 05.7
 ME2434
 ME2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2818809603(NAD 83)
 ME2434
 ME2434|---------------------------------------------------------------------|
 ME2434| PID    Reference Object                     Distance      Geod. Az  |
 ME2434|                                                           dddmmss.s |
 ME2434| CM2837 BYRON RM 1                           34.784 METERS 08022     |
 ME2434| CM2836 BYRON AZ MK                                        1253135.3 |
 ME2434| CM2838 BYRON RM 2                           31.690 METERS 34428     |
 ME2434|---------------------------------------------------------------------|
 ME2434
 ME2434                          SUPERSEDED SURVEY CONTROL
 ME2434
 ME2434  NAD 83(1994)-  41 38 15.61595(N)    086 39 41.55359(W) AD(       ) 3
 ME2434  NAD 83(1986)-  41 38 15.61537(N)    086 39 41.55450(W) AD(       ) 3
 ME2434  NAD 27      -  41 38 15.45410(N)    086 39 41.47800(W) AD(       ) 3
 ME2434
 ME2434.Superseded values are not recommended for survey control.
 ME2434
 ME2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2434.See file dsdata.pdf to determine how the superseded data were derived.
 ME2434
 ME2434_MARKER: DS = TRIANGULATION STATION DISK
 ME2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2434_STAMPING: BYRON 1952
 ME2434_MARK LOGO: CGS
 ME2434_PROJECTION: RECESSED 30 CENTIMETERS
 ME2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2434+STABILITY: SURFACE MOTION
 ME2434
 ME2434  HISTORY     - Date     Condition        Report By
 ME2434  HISTORY     - 1952     MONUMENTED       CGS
 ME2434
 ME2434                          STATION DESCRIPTION
 ME2434
 ME2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2434'STATION IS LOCATED 3.5 MILES NORTHEAST OF LA PORTE AND 2.5 MILES
 ME2434'SOUTHWEST OF BYRON ON PROPERTY OWNED BY OSCAR BOLINI.  IT IS 69 FEET
 ME2434'NORTH OF THE CENTER OF STATE HIGHWAY 2, 68 FEET EAST OF THE SOUTHEAST
 ME2434'CORNER OF A HOUSE, 52 FEET WEST OF A 36 INCH OAK TREE, 30 FEET
 ME2434'NORTHWEST OF A WHITE WITNESS POST AND 25 FEET NORTHEAST OF A FENCE
 ME2434'CORNER.  THE MARK IS BELOW THE SURFACE 12 INCHES AND THE DISK IS
 ME2434'STAMPED BYRON 1952.
 ME2434'
 ME2434'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE 36 INCH OAK TREE, 46 FEET
 ME2434'NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A FENCE LINE.
 ME2434'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BYRON NO 1 1952.
 ME2434'
 ME2434'REFERENCE MARK NO. 2 IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2434'THE HOUSE, 55 FEET WEST OF THE SOUTHWEST LEG OF A WINDMILL AND 1 FOOT
 ME2434'EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BYRON
 ME2434'NO 2 1952.
 ME2434'
 ME2434'AZIMUTH MARK IS 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 ME2434'33 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9 FEET WEST OF A WHITE
 ME2434'WITNESS POST AND FENCE CORNER AND 1 FOOT NORTH OF A FENCE LINE.  THE
 ME2434'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BYRON 1952.
 ME2434'
 ME2434'TO REACH THE STATION FROM THE LA PORTE COUNTY COURTHOUSE IN LA PORTE,
 ME2434'GO NORTHEAST ON STATE HIGHWAY 2 FOR 3.5 MILES TO THE STATION ON THE
 ME2434'LEFT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO A GRAVEL
 ME2434'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO THE AZIMUTH MARK
 ME2434'ON THE RIGHT AS DESCRIBED.
 ME2434'
 ME2434'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0536 ***********************************************************************
 JZ0536  DESIGNATION -  C 1
 JZ0536  PID         -  JZ0536
 JZ0536  STATE/COUNTY-  IN/DEARBORN
 JZ0536  COUNTRY     -  US
 JZ0536  USGS QUAD   -  HOOVEN (2016)
 JZ0536
 JZ0536                         *CURRENT SURVEY CONTROL
 JZ0536  ______________________________________________________________________
 JZ0536* NAD 83(1986) POSITION- 39 07 49.     (N) 084 50 36.     (W)   SCALED
 JZ0536* NAVD 88 ORTHO HEIGHT -   149.703 (meters)      491.15  (feet) ADJUSTED
 JZ0536  ______________________________________________________________________
 JZ0536  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ0536  DYNAMIC HEIGHT  -        149.610 (meters)      490.85  (feet) COMP
 JZ0536  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JZ0536
 JZ0536  VERT ORDER      -  FIRST     CLASS II
 JZ0536
 JZ0536.The horizontal coordinates were scaled from a map and have
 JZ0536.an estimated accuracy of +/- 6 seconds.
 JZ0536
 JZ0536.The orthometric height was determined by differential leveling and
 JZ0536.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0536.in June 1991.
 JZ0536
 JZ0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0536.GEOID18 height accuracy estimate available here.
 JZ0536
 JZ0536.Click photographs - Photos may exist for this station.
 JZ0536
 JZ0536.The dynamic height is computed by dividing the NAVD 88
 JZ0536.geopotential number by the normal gravity value computed on the
 JZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0536.degrees latitude (g = 980.6199 gals.).
 JZ0536
 JZ0536.The modeled gravity was interpolated from observed gravity values.
 JZ0536
 JZ0536;                    North         East    Units  Estimated Accuracy
 JZ0536;SPC IN E     -   431,280.      171,190.      MT  (+/- 180 meters Scaled)
 JZ0536
 JZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ864334(NAD 83)
 JZ0536
 JZ0536                          SUPERSEDED SURVEY CONTROL
 JZ0536
 JZ0536  NGVD 29 (??/??/92)  149.912  (m)          491.84   (f) ADJ UNCH    1 2
 JZ0536
 JZ0536.Superseded values are not recommended for survey control.
 JZ0536
 JZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0536.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0536
 JZ0536_MARKER: DB = BENCH MARK DISK
 JZ0536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0536_SP_SET: CULVERT HEADWALL
 JZ0536_STAMPING: C 1 1917
 JZ0536_MARK LOGO: CGS
 JZ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0536+STABILITY: SURFACE MOTION
 JZ0536
 JZ0536  HISTORY     - Date     Condition        Report By
 JZ0536  HISTORY     - 1917     MONUMENTED       CGS
 JZ0536  HISTORY     - 1947     GOOD             CGS
 JZ0536  HISTORY     - 1986     GOOD             NGS
 JZ0536
 JZ0536                          STATION DESCRIPTION
 JZ0536
 JZ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0536'AT LAWRENCEBURG JUNCTION.
 JZ0536'AT LAWRENCEBURG JUNCTION, SET IN THE TOP OF THE CENTER OF THE
 JZ0536'NORTHEAST HEAD WALL OF A CULVERT UNDER THE DRIVE WAY TO THE NEW
 JZ0536'YORK CENTRAL RAILROAD STATION, 118 FEET NORTH AND ACROSS THE
 JZ0536'DRIVE FROM THE NORTH CORNER OF THE STATION, 11 FEET NORTHEAST OF
 JZ0536'THE CENTER LINE OF THE DRIVE, 45 FEET NORTHWEST OF THE NORTHWEST
 JZ0536'RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 JZ0536'NORTHEAST-SOUTHWEST BLACK TOP ROAD, AND ABOUT 6 FEET BELOW THE
 JZ0536'TRACK.
 JZ0536
 JZ0536                          STATION RECOVERY (1986)
 JZ0536
 JZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0002 ***********************************************************************
 JA0002  DESIGNATION -  C 10
 JA0002  PID         -  JA0002
 JA0002  STATE/COUNTY-  IN/JACKSON
 JA0002  COUNTRY     -  US
 JA0002  USGS QUAD   -  BROWNSTOWN (2019)
 JA0002
 JA0002                         *CURRENT SURVEY CONTROL
 JA0002  ______________________________________________________________________
 JA0002* NAD 83(1986) POSITION- 38 54 28.     (N) 086 00 44.     (W)   SCALED
 JA0002* NAVD 88 ORTHO HEIGHT -   170.216 (meters)      558.45  (feet) ADJUSTED
 JA0002  ______________________________________________________________________
 JA0002  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 JA0002  DYNAMIC HEIGHT  -        170.109 (meters)      558.10  (feet) COMP
 JA0002  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 JA0002
 JA0002  VERT ORDER      -  FIRST     CLASS II
 JA0002
 JA0002.The horizontal coordinates were scaled from a map and have
 JA0002.an estimated accuracy of +/- 6 seconds.
 JA0002
 JA0002.The orthometric height was determined by differential leveling and
 JA0002.adjusted by the NATIONAL GEODETIC SURVEY
 JA0002.in June 1991.
 JA0002
 JA0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0002.GEOID18 height accuracy estimate available here.
 JA0002
 JA0002.Click photographs - Photos may exist for this station.
 JA0002
 JA0002.The dynamic height is computed by dividing the NAVD 88
 JA0002.geopotential number by the normal gravity value computed on the
 JA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0002.degrees latitude (g = 980.6199 gals.).
 JA0002
 JA0002.The modeled gravity was interpolated from observed gravity values.
 JA0002
 JA0002;                    North         East    Units  Estimated Accuracy
 JA0002;SPC IN E     -   406,320.       70,030.      MT  (+/- 180 meters Scaled)
 JA0002
 JA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ856070(NAD 83)
 JA0002
 JA0002                          SUPERSEDED SURVEY CONTROL
 JA0002
 JA0002  NGVD 29 (??/??/92)  170.338  (m)          558.85   (f) ADJ UNCH    1 2
 JA0002
 JA0002.Superseded values are not recommended for survey control.
 JA0002
 JA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0002.See file dsdata.pdf to determine how the superseded data were derived.
 JA0002
 JA0002_MARKER: DB = BENCH MARK DISK
 JA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0002_STAMPING: 558.851 C 10 1930
 JA0002_MARK LOGO: CGS
 JA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0002+STABILITY: SURFACE MOTION
 JA0002
 JA0002  HISTORY     - Date     Condition        Report By
 JA0002  HISTORY     - 1930     MONUMENTED       CGS
 JA0002  HISTORY     - 1934     GOOD             CGS
 JA0002
 JA0002                          STATION DESCRIPTION
 JA0002
 JA0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0002'3 MI NE FROM BROWNSTOWN.
 JA0002'3.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0002'BROWNSTOWN, JACKSON COUNTY, EAST OF A SHALE QUARRY, JUST EAST OF
 JA0002'A ROAD CROSSING, 29.5 FEET SOUTH OF THE SOUTH RAIL, IN LINE
 JA0002'WITH A ROW OF POLES, AND NEAR POLE 94/37.  A STANDARD DISK,
 JA0002'STAMPED 558.851 C 10 1930 AND SET IN THE TOP OF A CONCRETE
 JA0002'POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1747 ***********************************************************************
 LB1747  DESIGNATION -  C 100
 LB1747  PID         -  LB1747
 LB1747  STATE/COUNTY-  IN/WARREN
 LB1747  COUNTRY     -  US
 LB1747  USGS QUAD   -  WEST LEBANON (2019)
 LB1747
 LB1747                         *CURRENT SURVEY CONTROL
 LB1747  ______________________________________________________________________
 LB1747* NAD 83(1986) POSITION- 40 15 02.     (N) 087 26 02.     (W)   SCALED
 LB1747* NAVD 88 ORTHO HEIGHT -   213.018 (meters)      698.88  (feet) ADJUSTED
 LB1747  ______________________________________________________________________
 LB1747  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 LB1747  DYNAMIC HEIGHT  -        212.911 (meters)      698.53  (feet) COMP
 LB1747  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 LB1747
 LB1747  VERT ORDER      -  SECOND    CLASS 0
 LB1747
 LB1747.The horizontal coordinates were scaled from a map and have
 LB1747.an estimated accuracy of +/- 6 seconds.
 LB1747
 LB1747.The orthometric height was determined by differential leveling and
 LB1747.adjusted by the NATIONAL GEODETIC SURVEY
 LB1747.in June 1991.
 LB1747
 LB1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1747.GEOID18 height accuracy estimate available here.
 LB1747
 LB1747.Click photographs - Photos may exist for this station.
 LB1747
 LB1747.The dynamic height is computed by dividing the NAVD 88
 LB1747.geopotential number by the normal gravity value computed on the
 LB1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1747.degrees latitude (g = 980.6199 gals.).
 LB1747
 LB1747.The modeled gravity was interpolated from observed gravity values.
 LB1747
 LB1747;                    North         East    Units  Estimated Accuracy
 LB1747;SPC IN W     -   555,400.      870,180.      MT  (+/- 180 meters Scaled)
 LB1747
 LB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK630556(NAD 83)
 LB1747
 LB1747                          SUPERSEDED SURVEY CONTROL
 LB1747
 LB1747  NGVD 29 (??/??/92)  213.061  (m)          699.02   (f) ADJ UNCH    2 0
 LB1747
 LB1747.Superseded values are not recommended for survey control.
 LB1747
 LB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1747.See file dsdata.pdf to determine how the superseded data were derived.
 LB1747
 LB1747_MARKER: DB = BENCH MARK DISK
 LB1747_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1747_SP_SET: FENCE POST
 LB1747_STAMPING: C 100 1946
 LB1747_MARK LOGO: CGS
 LB1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1747
 LB1747  HISTORY     - Date     Condition        Report By
 LB1747  HISTORY     - 1946     MONUMENTED       CGS
 LB1747
 LB1747                          STATION DESCRIPTION
 LB1747
 LB1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1747'1 MI E FROM MARSHFIELD.
 LB1747'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM THE WABASH
 LB1747'RAILROAD CROSSING AT MARSHFIELD, AT THE JUNCTION OF A ROAD
 LB1747'LEADING SOUTH, SET IN THE SOUTH FACE OF A 1 FOOT SQUARE FENCE
 LB1747'CORNER POST AT A T FENCE LEADING NORTH, ABOUT IN LINE WITH THE
 LB1747'CENTER LINE OF THE ROAD SOUTH, 26 FEET NORTH OF THE CENTER
 LB1747'LINE OF THE BLACK TOP ROAD, AND ABOUT 2 FEET ABOVE THE GROUND.
 LB1747'A STANDARD DISK, STAMPED C 100 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0951 ***********************************************************************
 KA0951  DESIGNATION -  C 101
 KA0951  PID         -  KA0951
 KA0951  STATE/COUNTY-  IN/PARKE
 KA0951  COUNTRY     -  US
 KA0951  USGS QUAD   -  ROCKVILLE (2019)
 KA0951
 KA0951                         *CURRENT SURVEY CONTROL
 KA0951  ______________________________________________________________________
 KA0951* NAD 83(1986) POSITION- 39 46 14.     (N) 087 14 10.     (W)   SCALED
 KA0951* NAVD 88 ORTHO HEIGHT -   211.032 (meters)      692.36  (feet) ADJUSTED
 KA0951  ______________________________________________________________________
 KA0951  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 KA0951  DYNAMIC HEIGHT  -        210.912 (meters)      691.97  (feet) COMP
 KA0951  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 KA0951
 KA0951  VERT ORDER      -  SECOND    CLASS 0
 KA0951
 KA0951.The horizontal coordinates were scaled from a map and have
 KA0951.an estimated accuracy of +/- 6 seconds.
 KA0951
 KA0951.The orthometric height was determined by differential leveling and
 KA0951.adjusted by the NATIONAL GEODETIC SURVEY
 KA0951.in June 1991.
 KA0951
 KA0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0951.GEOID18 height accuracy estimate available here.
 KA0951
 KA0951.Click photographs - Photos may exist for this station.
 KA0951
 KA0951.The dynamic height is computed by dividing the NAVD 88
 KA0951.geopotential number by the normal gravity value computed on the
 KA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0951.degrees latitude (g = 980.6199 gals.).
 KA0951
 KA0951.The modeled gravity was interpolated from observed gravity values.
 KA0951
 KA0951;                    North         East    Units  Estimated Accuracy
 KA0951;SPC IN W     -   502,050.      886,910.      MT  (+/- 180 meters Scaled)
 KA0951
 KA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797023(NAD 83)
 KA0951
 KA0951                          SUPERSEDED SURVEY CONTROL
 KA0951
 KA0951  NGVD 29 (??/??/92)  211.126  (m)          692.67   (f) ADJ UNCH    2 0
 KA0951
 KA0951.Superseded values are not recommended for survey control.
 KA0951
 KA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0951.See file dsdata.pdf to determine how the superseded data were derived.
 KA0951
 KA0951_MARKER: DB = BENCH MARK DISK
 KA0951_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0951_SP_SET: CULVERT HEADWALL
 KA0951_STAMPING: C 101 1946
 KA0951_MARK LOGO: CGS
 KA0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0951+STABILITY: SURFACE MOTION
 KA0951
 KA0951  HISTORY     - Date     Condition        Report By
 KA0951  HISTORY     - 1946     MONUMENTED       CGS
 KA0951
 KA0951                          STATION DESCRIPTION
 KA0951
 KA0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0951'0.9 MI N FROM ROCKVILLE.
 KA0951'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0951'AT ROCKVILLE, THENCE ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 41,
 KA0951'ABOUT 0.2 MILE SOUTH OF THE ENTRANCE TO A CEMETERY, 185 FEET
 KA0951'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF
 KA0951'THE PLAINVIEW TEXACO SERVICE STATION, 15.5 FEET WEST OF THE
 KA0951'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 KA0951'THE WEST HEAD WALL OF AN 18 INCH PIPE CULVERT, ABOUT LEVEL WITH
 KA0951'THE HIGHWAY.  A STANDARD DISK, STAMPED C 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1021 ***********************************************************************
 KA1021  DESIGNATION -  C 102
 KA1021  PID         -  KA1021
 KA1021  STATE/COUNTY-  IN/PARKE
 KA1021  COUNTRY     -  US
 KA1021  USGS QUAD   -  MONTEZUMA (2019)
 KA1021
 KA1021                         *CURRENT SURVEY CONTROL
 KA1021  ______________________________________________________________________
 KA1021* NAD 83(1986) POSITION- 39 48 41.     (N) 087 18 04.     (W)   SCALED
 KA1021* NAVD 88 ORTHO HEIGHT -   174.467 (meters)      572.40  (feet) ADJUSTED
 KA1021  ______________________________________________________________________
 KA1021  GEOID HEIGHT    -        -33.091 (meters)                     GEOID18
 KA1021  DYNAMIC HEIGHT  -        174.370 (meters)      572.08  (feet) COMP
 KA1021  MODELED GRAVITY -    980,063.6   (mgal)                       NAVD 88
 KA1021
 KA1021  VERT ORDER      -  SECOND    CLASS 0
 KA1021
 KA1021.The horizontal coordinates were scaled from a map and have
 KA1021.an estimated accuracy of +/- 6 seconds.
 KA1021
 KA1021.The orthometric height was determined by differential leveling and
 KA1021.adjusted by the NATIONAL GEODETIC SURVEY
 KA1021.in June 1991.
 KA1021
 KA1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1021.GEOID18 height accuracy estimate available here.
 KA1021
 KA1021.Click photographs - Photos may exist for this station.
 KA1021
 KA1021.The dynamic height is computed by dividing the NAVD 88
 KA1021.geopotential number by the normal gravity value computed on the
 KA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1021.degrees latitude (g = 980.6199 gals.).
 KA1021
 KA1021.The modeled gravity was interpolated from observed gravity values.
 KA1021
 KA1021;                    North         East    Units  Estimated Accuracy
 KA1021;SPC IN W     -   506,600.      881,350.      MT  (+/- 180 meters Scaled)
 KA1021
 KA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK742068(NAD 83)
 KA1021
 KA1021                          SUPERSEDED SURVEY CONTROL
 KA1021
 KA1021  NGVD 29 (??/??/92)  174.563  (m)          572.71   (f) ADJ UNCH    2 0
 KA1021
 KA1021.Superseded values are not recommended for survey control.
 KA1021
 KA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1021.See file dsdata.pdf to determine how the superseded data were derived.
 KA1021
 KA1021_MARKER: DB = BENCH MARK DISK
 KA1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1021_STAMPING: C 102 1946
 KA1021_MARK LOGO: CGS
 KA1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1021+STABILITY: SURFACE MOTION
 KA1021
 KA1021  HISTORY     - Date     Condition        Report By
 KA1021  HISTORY     - 1946     MONUMENTED       CGS
 KA1021
 KA1021                          STATION DESCRIPTION
 KA1021
 KA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1021'3.1 MI SW FROM BLOOMINGDALE.
 KA1021'ABOUT 3.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KA1021'FROM THE STATION AT BLOOMINGDALE, AT A ROAD CROSSING, 38.5 FEET
 KA1021'NORTH OF THE CENTER LINE OF THE TRACK, 34 FEET NORTHWEST OF THE
 KA1021'CENTER LINE OF THE ROAD, 23 FEET NORTHWEST OF A CROSSING SIGNAL,
 KA1021'5 FEET WEST OF MILEAGE POLE 187/19, 2 FEET EAST OF A WHITE
 KA1021'WOODEN WITNESS POST, AND ABOUT 4.5 FEET ABOVE THE TRACK LEVEL.
 KA1021'A STANDARD DISK, STAMPED C 102 1946 AND SET IN THE TOP OF A
 KA1021'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1627 ***********************************************************************
 LB1627  DESIGNATION -  C 103
 LB1627  PID         -  LB1627
 LB1627  STATE/COUNTY-  IN/FOUNTAIN
 LB1627  COUNTRY     -  US
 LB1627  USGS QUAD   -  COVINGTON (2019)
 LB1627
 LB1627                         *CURRENT SURVEY CONTROL
 LB1627  ______________________________________________________________________
 LB1627* NAD 83(1986) POSITION- 40 08 04.     (N) 087 23 18.     (W)   SCALED
 LB1627* NAVD 88 ORTHO HEIGHT -   167.605 (meters)      549.88  (feet) ADJUSTED
 LB1627  ______________________________________________________________________
 LB1627  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 LB1627  DYNAMIC HEIGHT  -        167.519 (meters)      549.60  (feet) COMP
 LB1627  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 LB1627
 LB1627  VERT ORDER      -  SECOND    CLASS 0
 LB1627
 LB1627.The horizontal coordinates were scaled from a map and have
 LB1627.an estimated accuracy of +/- 6 seconds.
 LB1627
 LB1627.The orthometric height was determined by differential leveling and
 LB1627.adjusted by the NATIONAL GEODETIC SURVEY
 LB1627.in June 1991.
 LB1627
 LB1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1627.GEOID18 height accuracy estimate available here.
 LB1627
 LB1627.Click photographs - Photos may exist for this station.
 LB1627
 LB1627.The dynamic height is computed by dividing the NAVD 88
 LB1627.geopotential number by the normal gravity value computed on the
 LB1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1627.degrees latitude (g = 980.6199 gals.).
 LB1627
 LB1627.The modeled gravity was interpolated from observed gravity values.
 LB1627
 LB1627;                    North         East    Units  Estimated Accuracy
 LB1627;SPC IN W     -   542,490.      874,010.      MT  (+/- 180 meters Scaled)
 LB1627
 LB1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK669427(NAD 83)
 LB1627
 LB1627                          SUPERSEDED SURVEY CONTROL
 LB1627
 LB1627  NGVD 29 (??/??/92)  167.668  (m)          550.09   (f) ADJ UNCH    2 0
 LB1627
 LB1627.Superseded values are not recommended for survey control.
 LB1627
 LB1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1627.See file dsdata.pdf to determine how the superseded data were derived.
 LB1627
 LB1627_MARKER: DB = BENCH MARK DISK
 LB1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1627_SP_SET: BRIDGE
 LB1627_STAMPING: C 103 1946
 LB1627_MARK LOGO: CGS
 LB1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1627
 LB1627  HISTORY     - Date     Condition        Report By
 LB1627  HISTORY     - 1946     MONUMENTED       CGS
 LB1627
 LB1627                          STATION DESCRIPTION
 LB1627
 LB1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1627'0.5 MI E FROM COVINGTON.
 LB1627'0.5 MILE EAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1627'STATION AT COVINGTON, FOUNTAIN COUNTY, 56 FEET EAST OF POLE 71/30,
 LB1627'AT BRIDGE 161, IN THE TOP OF THE WEST END OF THE SOUTH WALL, 7.2
 LB1627'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 LB1627'TRACK.  A STANDARD DISK, STAMPED C 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1757 ***********************************************************************
 LB1757  DESIGNATION -  C 104
 LB1757  PID         -  LB1757
 LB1757  STATE/COUNTY-  IN/FOUNTAIN
 LB1757  COUNTRY     -  US
 LB1757  USGS QUAD   -  PERRYSVILLE (2019)
 LB1757
 LB1757                         *CURRENT SURVEY CONTROL
 LB1757  ______________________________________________________________________
 LB1757* NAD 83(1986) POSITION- 40 06 01.     (N) 087 22 35.     (W)   SCALED
 LB1757* NAVD 88 ORTHO HEIGHT -   202.119 (meters)      663.12  (feet) ADJUSTED
 LB1757  ______________________________________________________________________
 LB1757  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 LB1757  DYNAMIC HEIGHT  -        202.015 (meters)      662.78  (feet) COMP
 LB1757  MODELED GRAVITY -    980,105.4   (mgal)                       NAVD 88
 LB1757
 LB1757  VERT ORDER      -  SECOND    CLASS 0
 LB1757
 LB1757.The horizontal coordinates were scaled from a map and have
 LB1757.an estimated accuracy of +/- 6 seconds.
 LB1757
 LB1757.The orthometric height was determined by differential leveling and
 LB1757.adjusted by the NATIONAL GEODETIC SURVEY
 LB1757.in June 1991.
 LB1757
 LB1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1757.GEOID18 height accuracy estimate available here.
 LB1757
 LB1757.Click photographs - Photos may exist for this station.
 LB1757
 LB1757.The dynamic height is computed by dividing the NAVD 88
 LB1757.geopotential number by the normal gravity value computed on the
 LB1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1757.degrees latitude (g = 980.6199 gals.).
 LB1757
 LB1757.The modeled gravity was interpolated from observed gravity values.
 LB1757
 LB1757;                    North         East    Units  Estimated Accuracy
 LB1757;SPC IN W     -   538,690.      875,010.      MT  (+/- 180 meters Scaled)
 LB1757
 LB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679389(NAD 83)
 LB1757
 LB1757                          SUPERSEDED SURVEY CONTROL
 LB1757
 LB1757  NGVD 29 (??/??/92)  202.177  (m)          663.31   (f) ADJ UNCH    2 0
 LB1757
 LB1757.Superseded values are not recommended for survey control.
 LB1757
 LB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1757.See file dsdata.pdf to determine how the superseded data were derived.
 LB1757
 LB1757_MARKER: DB = BENCH MARK DISK
 LB1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1757_STAMPING: C 104 1946
 LB1757_MARK LOGO: CGS
 LB1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1757+STABILITY: SURFACE MOTION
 LB1757
 LB1757  HISTORY     - Date     Condition        Report By
 LB1757  HISTORY     - 1946     MONUMENTED       CGS
 LB1757
 LB1757                          STATION DESCRIPTION
 LB1757
 LB1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1757'3.2 MI S FROM COVINGTON.
 LB1757'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1757'AT COVINGTON, THENCE ABOUT 2.75 MILES SOUTH ALONG A BLACK TOP
 LB1757'ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 29 FEET
 LB1757'WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 16 FEET SOUTH OF
 LB1757'THE CENTER LINE OF THE ROAD WEST, 2.4 FEET WEST OF A ROUND CONCRETE
 LB1757'FENCE CORNER POST, 4 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LB1757'AND ABOUT LEVEL WITH THE CENTER LINE OF THE BLACK TOP ROAD.
 LB1757'A STANDARD DISK, STAMPED C 104 1946 AND SET IN THE TOP OF A
 LB1757'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1754 ***********************************************************************
 LB1754  DESIGNATION -  C 105
 LB1754  PID         -  LB1754
 LB1754  STATE/COUNTY-  IN/FOUNTAIN
 LB1754  COUNTRY     -  US
 LB1754  USGS QUAD   -  COVINGTON (2019)
 LB1754
 LB1754                         *CURRENT SURVEY CONTROL
 LB1754  ______________________________________________________________________
 LB1754* NAD 83(1986) POSITION- 40 08 15.     (N) 087 23 28.     (W)   SCALED
 LB1754* NAVD 88 ORTHO HEIGHT -   171.586 (meters)      562.95  (feet) ADJUSTED
 LB1754  ______________________________________________________________________
 LB1754  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 LB1754  DYNAMIC HEIGHT  -        171.498 (meters)      562.66  (feet) COMP
 LB1754  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LB1754
 LB1754  VERT ORDER      -  SECOND    CLASS 0
 LB1754
 LB1754.The horizontal coordinates were scaled from a map and have
 LB1754.an estimated accuracy of +/- 6 seconds.
 LB1754
 LB1754.The orthometric height was determined by differential leveling and
 LB1754.adjusted by the NATIONAL GEODETIC SURVEY
 LB1754.in June 1991.
 LB1754
 LB1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1754.GEOID18 height accuracy estimate available here.
 LB1754
 LB1754.Click photographs - Photos may exist for this station.
 LB1754
 LB1754.The dynamic height is computed by dividing the NAVD 88
 LB1754.geopotential number by the normal gravity value computed on the
 LB1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1754.degrees latitude (g = 980.6199 gals.).
 LB1754
 LB1754.The modeled gravity was interpolated from observed gravity values.
 LB1754
 LB1754;                    North         East    Units  Estimated Accuracy
 LB1754;SPC IN W     -   542,830.      873,770.      MT  (+/- 180 meters Scaled)
 LB1754
 LB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666430(NAD 83)
 LB1754
 LB1754                          SUPERSEDED SURVEY CONTROL
 LB1754
 LB1754  NGVD 29 (??/??/92)  171.648  (m)          563.15   (f) ADJ UNCH    2 0
 LB1754
 LB1754.Superseded values are not recommended for survey control.
 LB1754
 LB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1754.See file dsdata.pdf to determine how the superseded data were derived.
 LB1754
 LB1754_MARKER: DB = BENCH MARK DISK
 LB1754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1754_SP_SET: CULVERT HEADWALL
 LB1754_STAMPING: C 105 1946
 LB1754_MARK LOGO: CGS
 LB1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1754+STABILITY: SURFACE MOTION
 LB1754
 LB1754  HISTORY     - Date     Condition        Report By
 LB1754  HISTORY     - 1946     MONUMENTED       CGS
 LB1754
 LB1754                          STATION DESCRIPTION
 LB1754
 LB1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1754'AT COVINGTON.
 LB1754'AT COVINGTON, ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 34 FROM THE
 LB1754'COURT HOUSE, ABOUT 150 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 LB1754'FROM THE NORTHWEST CORNER OF A CEMETERY, 77 FEET EAST OF THE
 LB1754'CENTER LINE OF 8TH STREET, 32 FEET NORTH OF THE CENTER LINE OF
 LB1754'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTH HEAD WALL
 LB1754'OF A STONE MASONRY CULVERT UNDER THE HIGHWAY.  A STANDARD DISK,
 LB1754'STAMPED C 105 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2720 ***********************************************************************
 LB2720  DESIGNATION -  C 105 RESET
 LB2720  PID         -  LB2720
 LB2720  STATE/COUNTY-  IN/FOUNTAIN
 LB2720  COUNTRY     -  US
 LB2720  USGS QUAD   -  COVINGTON (2019)
 LB2720
 LB2720                         *CURRENT SURVEY CONTROL
 LB2720  ______________________________________________________________________
 LB2720* NAD 83(1986) POSITION- 40 08 15.     (N) 087 23 28.     (W)   SCALED
 LB2720* NAVD 88 ORTHO HEIGHT -   171.43  (meters)      562.4   (feet) RESET
 LB2720  ______________________________________________________________________
 LB2720  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 LB2720  VERT ORDER      -  THIRD
 LB2720
 LB2720.The horizontal coordinates were scaled from a map and have
 LB2720.an estimated accuracy of +/- 6 seconds.
 LB2720
 LB2720.The orthometric height was computed from unverified reset data.
 LB2720
 LB2720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2720.GEOID18 height accuracy estimate available here.
 LB2720
 LB2720.Click photographs - Photos may exist for this station.
 LB2720
 LB2720;                    North         East    Units  Estimated Accuracy
 LB2720;SPC IN W     -   542,830.      873,770.      MT  (+/- 180 meters Scaled)
 LB2720
 LB2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666430(NAD 83)
 LB2720
 LB2720                          SUPERSEDED SURVEY CONTROL
 LB2720
 LB2720  NGVD 29 (08/22/16)  171.49   (m)          562.6    (f) RESET       3  
 LB2720
 LB2720.Superseded values are not recommended for survey control.
 LB2720
 LB2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2720.See file dsdata.pdf to determine how the superseded data were derived.
 LB2720
 LB2720_MARKER: DV = VERTICAL CONTROL DISK
 LB2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2720_STAMPING: C 105 RESET 1986
 LB2720_MARK LOGO: NGS
 LB2720_PROJECTION: FLUSH
 LB2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2720+STABILITY: SURFACE MOTION
 LB2720
 LB2720  HISTORY     - Date     Condition        Report By
 LB2720  HISTORY     - 1986     MONUMENTED       INHD
 LB2720
 LB2720                          STATION DESCRIPTION
 LB2720
 LB2720'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1986
 LB2720'IN COVINGTON.
 LB2720'BRONZE DISK SET IN BENCH MARK POST APPROXIMATELY 30 FEET EAST OF THE
 LB2720'CENTERLINE OF 8TH STREET, AND APPROXIMATELY 20 FEET NORTH OF THE
 LB2720'CENTERLINE OF US 136, SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1411 ***********************************************************************
 ME1411  DESIGNATION -  C 106
 ME1411  PID         -  ME1411
 ME1411  STATE/COUNTY-  IN/NEWTON
 ME1411  COUNTRY     -  US
 ME1411  USGS QUAD   -  FAIR OAKS (2019)
 ME1411
 ME1411                         *CURRENT SURVEY CONTROL
 ME1411  ______________________________________________________________________
 ME1411* NAD 83(1986) POSITION- 41 00 47.     (N) 087 17 51.     (W)   SCALED
 ME1411* NAVD 88 ORTHO HEIGHT -   203.773 (meters)      668.55  (feet) ADJUSTED
 ME1411  ______________________________________________________________________
 ME1411  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 ME1411  DYNAMIC HEIGHT  -        203.686 (meters)      668.26  (feet) COMP
 ME1411  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 ME1411
 ME1411  VERT ORDER      -  SECOND    CLASS 0
 ME1411
 ME1411.The horizontal coordinates were scaled from a map and have
 ME1411.an estimated accuracy of +/- 6 seconds.
 ME1411
 ME1411.The orthometric height was determined by differential leveling and
 ME1411.adjusted by the NATIONAL GEODETIC SURVEY
 ME1411.in June 1991.
 ME1411
 ME1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1411.GEOID18 height accuracy estimate available here.
 ME1411
 ME1411.Click photographs - Photos may exist for this station.
 ME1411
 ME1411.The dynamic height is computed by dividing the NAVD 88
 ME1411.geopotential number by the normal gravity value computed on the
 ME1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1411.degrees latitude (g = 980.6199 gals.).
 ME1411
 ME1411.The modeled gravity was interpolated from observed gravity values.
 ME1411
 ME1411;                    North         East    Units  Estimated Accuracy
 ME1411;SPC IN W     -   640,030.      881,990.      MT  (+/- 180 meters Scaled)
 ME1411
 ME1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL749402(NAD 83)
 ME1411
 ME1411                          SUPERSEDED SURVEY CONTROL
 ME1411
 ME1411  NGVD 29 (??/??/92)  203.856  (m)          668.82   (f) ADJ UNCH    2 0
 ME1411
 ME1411.Superseded values are not recommended for survey control.
 ME1411
 ME1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1411.See file dsdata.pdf to determine how the superseded data were derived.
 ME1411
 ME1411_MARKER: DB = BENCH MARK DISK
 ME1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1411_STAMPING: C 106 1946
 ME1411_MARK LOGO: CGS
 ME1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1411+STABILITY: SURFACE MOTION
 ME1411
 ME1411  HISTORY     - Date     Condition        Report By
 ME1411  HISTORY     - 1946     MONUMENTED       CGS
 ME1411  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1411
 ME1411                          STATION DESCRIPTION
 ME1411
 ME1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1411'5.1 MI W FROM PARR.
 ME1411'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1411'AT PARR, 0.6 MILE WEST OF THE JUNCTION WITH A ROAD LEADING SOUTH
 ME1411'TO THE VICINITY OF MT. AYR, 108 FEET NORTHWEST OF THE CENTER
 ME1411'OF AN ABANDONED CROSSING OF THE CHICAGO, ATTICA AND SOUTHERN
 ME1411'RAILROAD, 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 75-FOOT
 ME1411'CONCRETE BRIDGE, 47 FEET EAST OF THE CENTER OF A GATE, 1.5 FEET
 ME1411'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 39 FEET NORTH OF
 ME1411'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE LINE,
 ME1411'2.5 FEET LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME1411'POST PROJECTING 3 INCHES.
 ME1411
 ME1411                          STATION RECOVERY (2008)
 ME1411
 ME1411'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1411'BRIDGE REPLACED -- SEE AI3584
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3584 ***********************************************************************
 AI3584  DESIGNATION -  C 106 RESET
 AI3584  PID         -  AI3584
 AI3584  STATE/COUNTY-  IN/NEWTON
 AI3584  COUNTRY     -  US
 AI3584  USGS QUAD   -  FAIR OAKS (2019)
 AI3584
 AI3584                         *CURRENT SURVEY CONTROL
 AI3584  ______________________________________________________________________
 AI3584* NAD 83(1986) POSITION- 41 00 47.     (N) 087 17 51.     (W)   SCALED
 AI3584* NAVD 88 ORTHO HEIGHT -   203.72  (meters)      668.4   (feet) RESET
 AI3584  ______________________________________________________________________
 AI3584  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 AI3584  VERT ORDER      -  THIRD
 AI3584
 AI3584.The horizontal coordinates were scaled from a map and have
 AI3584.an estimated accuracy of +/- 6 seconds.
 AI3584
 AI3584.The orthometric height was computed from unverified reset data.
 AI3584
 AI3584.No vertical observational check was made to the station.
 AI3584
 AI3584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3584.GEOID18 height accuracy estimate available here.
 AI3584
 AI3584.Click photographs - Photos may exist for this station.
 AI3584
 AI3584;                    North         East    Units  Estimated Accuracy
 AI3584;SPC IN W     -   640,030.      881,990.      MT  (+/- 180 meters Scaled)
 AI3584
 AI3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL749402(NAD 83)
 AI3584
 AI3584                          SUPERSEDED SURVEY CONTROL
 AI3584
 AI3584.No superseded survey control is available for this station.
 AI3584
 AI3584_MARKER: DV = VERTICAL CONTROL DISK
 AI3584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3584_STAMPING: C 106 RESET 1993
 AI3584_MARK LOGO: NGS
 AI3584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3584+STABILITY: SURFACE MOTION
 AI3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3584+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 AI3584
 AI3584  HISTORY     - Date     Condition        Report By
 AI3584  HISTORY     - 1993     MONUMENTED       INDOT
 AI3584  HISTORY     - 20061219 GOOD             BFSINC
 AI3584  HISTORY     - 20081011 GOOD             GEOCAC
 AI3584
 AI3584                          STATION DESCRIPTION
 AI3584
 AI3584'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 1993 (JM)
 AI3584'1.9 MILES (3.1 KM) EAST OF SR 55 AND SR 14.  203 FEET (61.9 M) EAST OF
 AI3584'NEW 59 FOOT (18.0 M) 7 INCH BRIDGE ON CENTERLINE THEN 75 FEET (22.9 M)
 AI3584'TO THE NORTH AT STATION 500+73.  1 FOOT (0.3 M) EAST OF CONCRETE
 AI3584'RIGHT-OF-WAY MARKER, 1 FOOT (0.3 M) SOUTH OF FENCE LINE. WITNESS POST
 AI3584'ON THE NORTH SIDE OF THE MARKER IN TOP OF A CONCRETE POST PROJECTION 6
 AI3584'INCHES.
 AI3584
 AI3584                          STATION RECOVERY (2006)
 AI3584
 AI3584'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 AI3584'RECOVERED IN GOOD CONDITION.
 AI3584
 AI3584                          STATION RECOVERY (2008)
 AI3584
 AI3584'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 AI3584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1411 ***********************************************************************
 LB1411  DESIGNATION -  C 107
 LB1411  PID         -  LB1411
 LB1411  STATE/COUNTY-  IN/NEWTON
 LB1411  COUNTRY     -  US
 LB1411  USGS QUAD   -  GOODLAND (2019)
 LB1411
 LB1411                         *CURRENT SURVEY CONTROL
 LB1411  ______________________________________________________________________
 LB1411* NAD 83(1986) POSITION- 40 51 55.     (N) 087 19 29.     (W)   SCALED
 LB1411* NAVD 88 ORTHO HEIGHT -   195.840 (meters)      642.52  (feet) ADJUSTED
 LB1411  ______________________________________________________________________
 LB1411  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 LB1411  DYNAMIC HEIGHT  -        195.754 (meters)      642.24  (feet) COMP
 LB1411  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LB1411
 LB1411  VERT ORDER      -  SECOND    CLASS 0
 LB1411
 LB1411.The horizontal coordinates were scaled from a map and have
 LB1411.an estimated accuracy of +/- 6 seconds.
 LB1411
 LB1411.The orthometric height was determined by differential leveling and
 LB1411.adjusted by the NATIONAL GEODETIC SURVEY
 LB1411.in June 1991.
 LB1411
 LB1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1411.GEOID18 height accuracy estimate available here.
 LB1411
 LB1411.Click photographs - Photos may exist for this station.
 LB1411
 LB1411.The dynamic height is computed by dividing the NAVD 88
 LB1411.geopotential number by the normal gravity value computed on the
 LB1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1411.degrees latitude (g = 980.6199 gals.).
 LB1411
 LB1411.The modeled gravity was interpolated from observed gravity values.
 LB1411
 LB1411;                    North         East    Units  Estimated Accuracy
 LB1411;SPC IN W     -   623,630.      879,650.      MT  (+/- 180 meters Scaled)
 LB1411
 LB1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726238(NAD 83)
 LB1411
 LB1411                          SUPERSEDED SURVEY CONTROL
 LB1411
 LB1411  NGVD 29 (??/??/92)  195.917  (m)          642.77   (f) ADJ UNCH    2 0
 LB1411
 LB1411.Superseded values are not recommended for survey control.
 LB1411
 LB1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1411.See file dsdata.pdf to determine how the superseded data were derived.
 LB1411
 LB1411_MARKER: DB = BENCH MARK DISK
 LB1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1411_SP_SET: BRIDGE ABUTMENT
 LB1411_STAMPING: C 107 1946
 LB1411_MARK LOGO: CGS
 LB1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1411
 LB1411  HISTORY     - Date     Condition        Report By
 LB1411  HISTORY     - 1946     MONUMENTED       CGS
 LB1411  HISTORY     - 19961115 MARK NOT FOUND   LOCENG
 LB1411
 LB1411                          STATION DESCRIPTION
 LB1411
 LB1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1411'1.6 MI W FROM FORESMAN.
 LB1411'ABOUT 1.55 MILE WEST ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT
 LB1411'FORESMAN, 1.0 MILE WEST OF THE INTERSECTION WITH STATE HIGHWAY 55,
 LB1411'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 LB1411'STEEL BRIDGE OVER THE IROQUOIS RIVER, 14 FEET SOUTH OF THE CENTER
 LB1411'LINE OF THE HIGHWAY AND 4.5 FEET BELOW THE LEVEL OF THE BRIDGE
 LB1411'FLOOR.  THIS MARK IS 2.1 MILES EAST ALONG STATE HIGHWAY 16 FROM
 LB1411'THE POST OFFICE AT BROOK.
 LB1411
 LB1411                          STATION RECOVERY (1996)
 LB1411
 LB1411'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996
 LB1411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE5116 ***********************************************************************
 AE5116  DESIGNATION -  C 107 RESET
 AE5116  PID         -  AE5116
 AE5116  STATE/COUNTY-  IN/NEWTON
 AE5116  COUNTRY     -  US
 AE5116  USGS QUAD   -  GOODLAND (2019)
 AE5116
 AE5116                         *CURRENT SURVEY CONTROL
 AE5116  ______________________________________________________________________
 AE5116* NAD 83(1986) POSITION- 40 51 55.2    (N) 087 19 32.2    (W)   HD_HELD2
 AE5116* NAVD 88 ORTHO HEIGHT -   196.18  (meters)      643.6   (feet) RESET
 AE5116  ______________________________________________________________________
 AE5116  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 AE5116  VERT ORDER      -  THIRD
 AE5116
 AE5116.The horizontal coordinates were established by autonomous hand held GPS
 AE5116.observations and have an estimated accuracy of +/- 10 meters.
 AE5116
 AE5116.The orthometric height was computed from unverified reset data.
 AE5116
 AE5116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5116.GEOID18 height accuracy estimate available here.
 AE5116
 AE5116.Click photographs - Photos may exist for this station.
 AE5116
 AE5116;                    North         East    Units  Estimated Accuracy
 AE5116;SPC IN W     -   623,632.      879,575.      MT  (+/- 10 meters HH2 GPS)
 AE5116
 AE5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7255923858(NAD 83)
 AE5116
 AE5116                          SUPERSEDED SURVEY CONTROL
 AE5116
 AE5116.No superseded survey control is available for this station.
 AE5116
 AE5116_MARKER: DV = VERTICAL CONTROL DISK
 AE5116_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE5116_SP_SET: BRIDGE WINGWALL
 AE5116_STAMPING: C 107 RESET 1996
 AE5116_MARK LOGO: NGS
 AE5116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5116+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2016
 AE5116
 AE5116  HISTORY     - Date     Condition        Report By
 AE5116  HISTORY     - 1996     MONUMENTED       LOCENG
 AE5116  HISTORY     - 20080921 GOOD             GEOCAC
 AE5116  HISTORY     - 20160205 GOOD             AMESC
 AE5116
 AE5116                          STATION DESCRIPTION
 AE5116
 AE5116'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (TB)
 AE5116'1.6 MILES (2.6 KM) WEST FROM FORESMAN.  ABOUT 1.55 MILE (2.49 KM) WEST
 AE5116'ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT FORESMAN, 1.0 MILE (1.6
 AE5116'KM) WEST OF THE INTERSECTION WITH STATE HIGHWAY 55, SET IN SOUTHEAST
 AE5116'WINGWALL OF BRIDGE OVER IROQUOIS RIVER ON SR 16, 0.6 FOOT (18.3 CM)
 AE5116'ABOVE ROAD.  THIS MARK IS 2.1 MILES (3.4 KM) EAST ALONG STATE HIGHWAY
 AE5116'16 FROM THE POST OFFICE IN BROOK.
 AE5116
 AE5116                          STATION RECOVERY (2008)
 AE5116
 AE5116'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 AE5116'RECOVERED IN GOOD CONDITION.
 AE5116
 AE5116                          STATION RECOVERY (2016)
 AE5116
 AE5116'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 AE5116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1340 ***********************************************************************
 LB1340  DESIGNATION -  C 108
 LB1340  PID         -  LB1340
 LB1340  STATE/COUNTY-  IN/JASPER
 LB1340  COUNTRY     -  US
 LB1340  USGS QUAD   -  REMINGTON (2019)
 LB1340
 LB1340                         *CURRENT SURVEY CONTROL
 LB1340  ______________________________________________________________________
 LB1340* NAD 83(1986) POSITION- 40 47 57.     (N) 087 09 14.     (W)   SCALED
 LB1340* NAVD 88 ORTHO HEIGHT -   214.188 (meters)      702.72  (feet) ADJUSTED
 LB1340  ______________________________________________________________________
 LB1340  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 LB1340  DYNAMIC HEIGHT  -        214.091 (meters)      702.40  (feet) COMP
 LB1340  MODELED GRAVITY -    980,168.4   (mgal)                       NAVD 88
 LB1340
 LB1340  VERT ORDER      -  SECOND    CLASS 0
 LB1340
 LB1340.The horizontal coordinates were scaled from a map and have
 LB1340.an estimated accuracy of +/- 6 seconds.
 LB1340
 LB1340.The orthometric height was determined by differential leveling and
 LB1340.adjusted by the NATIONAL GEODETIC SURVEY
 LB1340.in June 1991.
 LB1340
 LB1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1340.GEOID18 height accuracy estimate available here.
 LB1340
 LB1340.Click photographs - Photos may exist for this station.
 LB1340
 LB1340.The dynamic height is computed by dividing the NAVD 88
 LB1340.geopotential number by the normal gravity value computed on the
 LB1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1340.degrees latitude (g = 980.6199 gals.).
 LB1340
 LB1340.The modeled gravity was interpolated from observed gravity values.
 LB1340
 LB1340;                    North         East    Units  Estimated Accuracy
 LB1340;SPC IN W     -   616,260.      894,050.      MT  (+/- 180 meters Scaled)
 LB1340
 LB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870164(NAD 83)
 LB1340
 LB1340                          SUPERSEDED SURVEY CONTROL
 LB1340
 LB1340  NGVD 29 (??/??/92)  214.266  (m)          702.97   (f) ADJ UNCH    2 0
 LB1340
 LB1340.Superseded values are not recommended for survey control.
 LB1340
 LB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1340.See file dsdata.pdf to determine how the superseded data were derived.
 LB1340
 LB1340_MARKER: DB = BENCH MARK DISK
 LB1340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1340_SP_SET: BOX CULVERT HEADWALL
 LB1340_STAMPING: C 108 1946
 LB1340_MARK LOGO: CGS
 LB1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1340+STABILITY: SURFACE MOTION
 LB1340
 LB1340  HISTORY     - Date     Condition        Report By
 LB1340  HISTORY     - 1946     MONUMENTED       CGS
 LB1340  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1340  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1340  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1340
 LB1340                          STATION DESCRIPTION
 LB1340
 LB1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1340'2.3 MI N FROM REMINGTON.
 LB1340'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 LB1340'WITH U.S. HIGHWAY 24 AT REMINGTON, 0.3 MILE NORTH OF A CROSS
 LB1340'ROAD, IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3-FOOT
 LB1340'CONCRETE BOX CULVERT, 18 FEET WEST OF THE CENTER LINE OF THE
 LB1340'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1340
 LB1340                          STATION RECOVERY (2007)
 LB1340
 LB1340'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1340'HEADWALL ERODED
 LB1340
 LB1340                          STATION RECOVERY (2008)
 LB1340
 LB1340'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1340'HEADWALL ERODED AWAY
 LB1340
 LB1340                          STATION RECOVERY (2012)
 LB1340
 LB1340'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1369 ***********************************************************************
 LB1369  DESIGNATION -  C 109
 LB1369  PID         -  LB1369
 LB1369  STATE/COUNTY-  IN/WHITE
 LB1369  COUNTRY     -  US
 LB1369  USGS QUAD   -  WOLCOTT (2019)
 LB1369
 LB1369                         *CURRENT SURVEY CONTROL
 LB1369  ______________________________________________________________________
 LB1369* NAD 83(1986) POSITION- 40 49 34.     (N) 087 00 19.     (W)   SCALED
 LB1369* NAVD 88 ORTHO HEIGHT -   210.132 (meters)      689.41  (feet) ADJUSTED
 LB1369  ______________________________________________________________________
 LB1369  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 LB1369  DYNAMIC HEIGHT  -        210.037 (meters)      689.10  (feet) COMP
 LB1369  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 LB1369
 LB1369  VERT ORDER      -  SECOND    CLASS 0
 LB1369
 LB1369.The horizontal coordinates were scaled from a map and have
 LB1369.an estimated accuracy of +/- 6 seconds.
 LB1369
 LB1369.The orthometric height was determined by differential leveling and
 LB1369.adjusted by the NATIONAL GEODETIC SURVEY
 LB1369.in June 1991.
 LB1369
 LB1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1369.GEOID18 height accuracy estimate available here.
 LB1369
 LB1369.Click photographs - Photos may exist for this station.
 LB1369
 LB1369.The dynamic height is computed by dividing the NAVD 88
 LB1369.geopotential number by the normal gravity value computed on the
 LB1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1369.degrees latitude (g = 980.6199 gals.).
 LB1369
 LB1369.The modeled gravity was interpolated from observed gravity values.
 LB1369
 LB1369;                    North         East    Units  Estimated Accuracy
 LB1369;SPC IN W     -   619,250.      906,580.      MT  (+/- 180 meters Scaled)
 LB1369
 LB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995194(NAD 83)
 LB1369
 LB1369                          SUPERSEDED SURVEY CONTROL
 LB1369
 LB1369  NGVD 29 (??/??/92)  210.220  (m)          689.70   (f) ADJ UNCH    2 0
 LB1369
 LB1369.Superseded values are not recommended for survey control.
 LB1369
 LB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1369.See file dsdata.pdf to determine how the superseded data were derived.
 LB1369
 LB1369_MARKER: DB = BENCH MARK DISK
 LB1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1369_STAMPING: C 109 1946
 LB1369_MARK LOGO: CGS
 LB1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1369+STABILITY: SURFACE MOTION
 LB1369
 LB1369  HISTORY     - Date     Condition        Report By
 LB1369  HISTORY     - 1946     MONUMENTED       CGS
 LB1369  HISTORY     - 20140612 MARK NOT FOUND   INDOT
 LB1369
 LB1369                          STATION DESCRIPTION
 LB1369
 LB1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1369'6.8 MI NE FROM WOLCOTT.
 LB1369'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1369'STATION AT WOLCOTT, THENCE 4.8 MILES NORTH ALONG A DIRT AND
 LB1369'GRAVEL ROAD, 0.2 MILE NORTH OF A CROSS ROAD, AT THE NORTHEAST
 LB1369'CORNER OF THE YARD AT A 2-STORY FARM HOUSE, 139 FEET NORTH OF
 LB1369'REA POWER POLE NUMBER 51 B3D, 23 FEET WEST OF THE CENTER LINE
 LB1369'OF THE ROAD, 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB1369'FARM HOUSE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LB1369'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB1369
 LB1369                          STATION RECOVERY (2014)
 LB1369
 LB1369'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1401 ***********************************************************************
 ME1401  DESIGNATION -  C 110
 ME1401  PID         -  ME1401
 ME1401  STATE/COUNTY-  IN/JASPER
 ME1401  COUNTRY     -  US
 ME1401  USGS QUAD   -  GIFFORD (2019)
 ME1401
 ME1401                         *CURRENT SURVEY CONTROL
 ME1401  ______________________________________________________________________
 ME1401* NAD 83(1986) POSITION- 41 00 46.     (N) 087 01 02.     (W)   SCALED
 ME1401* NAVD 88 ORTHO HEIGHT -   210.430 (meters)      690.39  (feet) ADJUSTED
 ME1401  ______________________________________________________________________
 ME1401  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 ME1401  DYNAMIC HEIGHT  -        210.338 (meters)      690.08  (feet) COMP
 ME1401  MODELED GRAVITY -    980,181.8   (mgal)                       NAVD 88
 ME1401
 ME1401  VERT ORDER      -  SECOND    CLASS 0
 ME1401
 ME1401.The horizontal coordinates were scaled from a map and have
 ME1401.an estimated accuracy of +/- 6 seconds.
 ME1401
 ME1401.The orthometric height was determined by differential leveling and
 ME1401.adjusted by the NATIONAL GEODETIC SURVEY
 ME1401.in June 1991.
 ME1401
 ME1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1401.GEOID18 height accuracy estimate available here.
 ME1401
 ME1401.Click photographs - Photos may exist for this station.
 ME1401
 ME1401.The dynamic height is computed by dividing the NAVD 88
 ME1401.geopotential number by the normal gravity value computed on the
 ME1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1401.degrees latitude (g = 980.6199 gals.).
 ME1401
 ME1401.The modeled gravity was interpolated from observed gravity values.
 ME1401
 ME1401;                    North         East    Units  Estimated Accuracy
 ME1401;SPC IN W     -   639,980.      905,560.      MT  (+/- 180 meters Scaled)
 ME1401
 ME1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL985401(NAD 83)
 ME1401
 ME1401                          SUPERSEDED SURVEY CONTROL
 ME1401
 ME1401  NGVD 29 (??/??/92)  210.522  (m)          690.69   (f) ADJ UNCH    2 0
 ME1401
 ME1401.Superseded values are not recommended for survey control.
 ME1401
 ME1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1401.See file dsdata.pdf to determine how the superseded data were derived.
 ME1401
 ME1401_MARKER: DB = BENCH MARK DISK
 ME1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1401_STAMPING: C 110 1946
 ME1401_MARK LOGO: CGS
 ME1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1401+STABILITY: SURFACE MOTION
 ME1401
 ME1401  HISTORY     - Date     Condition        Report By
 ME1401  HISTORY     - 1946     MONUMENTED       CGS
 ME1401  HISTORY     - 1959     POOR             USGS
 ME1401  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1401
 ME1401                          STATION DESCRIPTION
 ME1401
 ME1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1401'3.1 MI S FROM NEWLAND.
 ME1401'ABOUT 3.1 MILES SOUTH ALONG THE NEWLAND-MOODY ROAD FROM THE
 ME1401'CROSS ROAD AT NEWLAND, AT THE T JUNCTION OF THE EAST-WEST ROAD
 ME1401'AND A ROAD LEADING SOUTH TO MOODY, 19 FEET NORTH OF THE CENTER
 ME1401'LINE OF THE EAST-WEST ROAD, 26 FEET WEST OF THE EXTENDED CENTER LINE
 ME1401'OF THE ROAD LEADING SOUTH, 22.8 FEET WEST OF A T FENCE CORNER,
 ME1401'1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, ABOUT 0.5
 ME1401'FEET ABOVE THE LEVEL OF THE JUNCTION, AND SET IN THE TOP OF A
 ME1401'CONCRETE POST PROJECTING 4 INCHES.  THIS MARK MAY BE REACHED
 ME1401'FROM THE VILLAGE OF MOODY BY GOING 0.2 MILE EAST AND 1.5 MILE
 ME1401'NORTH ALONG GRAVEL ROADS.
 ME1401
 ME1401                          STATION RECOVERY (1959)
 ME1401
 ME1401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ME1401'MARK RECOVERED IN POOR CONDITION.
 ME1401
 ME1401                          STATION RECOVERY (2012)
 ME1401
 ME1401'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0629 ***********************************************************************
 LB0629  DESIGNATION -  C 111
 LB0629  PID         -  LB0629
 LB0629  STATE/COUNTY-  IN/BOONE
 LB0629  COUNTRY     -  US
 LB0629  USGS QUAD   -  LEBANON (2019)
 LB0629
 LB0629                         *CURRENT SURVEY CONTROL
 LB0629  ______________________________________________________________________
 LB0629* NAD 83(1986) POSITION- 40 02 04.87   (N) 086 27 53.05   (W)   HD_HELD1
 LB0629* NAVD 88 ORTHO HEIGHT -   289.861 (meters)      950.99  (feet) ADJUSTED
 LB0629  ______________________________________________________________________
 LB0629  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB0629  DYNAMIC HEIGHT  -        289.701 (meters)      950.46  (feet) COMP
 LB0629  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 LB0629
 LB0629  VERT ORDER      -  SECOND    CLASS 0
 LB0629
 LB0629.The horizontal coordinates were determined by differentially corrected
 LB0629.hand held GPS observations or other comparable positioning techniques
 LB0629.and have an estimated accuracy of +/- 3 meters.
 LB0629
 LB0629.The orthometric height was determined by differential leveling and
 LB0629.adjusted by the NATIONAL GEODETIC SURVEY
 LB0629.in June 1991.
 LB0629
 LB0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0629.GEOID18 height accuracy estimate available here.
 LB0629
 LB0629.Click photographs - Photos may exist for this station.
 LB0629
 LB0629.The dynamic height is computed by dividing the NAVD 88
 LB0629.geopotential number by the normal gravity value computed on the
 LB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0629.degrees latitude (g = 980.6199 gals.).
 LB0629
 LB0629.The modeled gravity was interpolated from observed gravity values.
 LB0629
 LB0629;                    North         East    Units  Estimated Accuracy
 LB0629;SPC IN W     -   531,552.2     952,796.1     MT  (+/- 3 meters HH1 GPS) 
 LB0629
 LB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4566631744(NAD 83)
 LB0629
 LB0629                          SUPERSEDED SURVEY CONTROL
 LB0629
 LB0629  NGVD 29 (??/??/92)  289.962  (m)          951.32   (f) ADJ UNCH    2 0
 LB0629
 LB0629.Superseded values are not recommended for survey control.
 LB0629
 LB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0629.See file dsdata.pdf to determine how the superseded data were derived.
 LB0629
 LB0629_MARKER: DB = BENCH MARK DISK
 LB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0629_STAMPING: C 111 1946
 LB0629_MARK LOGO: CGS
 LB0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0629+STABILITY: SURFACE MOTION
 LB0629
 LB0629  HISTORY     - Date     Condition        Report By
 LB0629  HISTORY     - 1946     MONUMENTED       CGS
 LB0629
 LB0629                          STATION DESCRIPTION
 LB0629
 LB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0629'AT LEBANON.
 LB0629'AT LEBANON, ON THE SOUTH SIDE OF TOWN, AT LEBANON AIRPORT, AT
 LB0629'THE NORTHEAST CORNER OF THE FIRST STEET METAL HANGAR NORTH OF THE
 LB0629'OFFICE BUILDING, 2.2 FEET NORTH OF THE CORNER, 1 1/2 FOOT EAST
 LB0629'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 111
 LB0629'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB0629'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0881 ***********************************************************************
 LB0881  CBN         -  This is a Cooperative Base Network Control Station.
 LB0881  DESIGNATION -  C 113
 LB0881  PID         -  LB0881
 LB0881  STATE/COUNTY-  IN/BOONE
 LB0881  COUNTRY     -  US
 LB0881  USGS QUAD   -  HAZELRIGG (2019)
 LB0881
 LB0881                         *CURRENT SURVEY CONTROL
 LB0881  ______________________________________________________________________
 LB0881* NAD 83(2011) POSITION- 40 04 39.96137(N) 086 37 11.38878(W)   ADJUSTED
 LB0881* NAD 83(2011) ELLIP HT-   237.026 (meters)        (06/27/12)   ADJUSTED
 LB0881* NAD 83(2011) EPOCH   -  2010.00
 LB0881* NAVD 88 ORTHO HEIGHT -   270.661 (meters)      887.99  (feet) ADJUSTED
 LB0881  ______________________________________________________________________
 LB0881  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 LB0881  NAD 83(2011) X  -    288,161.502 (meters)                     COMP
 LB0881  NAD 83(2011) Y  - -4,878,831.552 (meters)                     COMP
 LB0881  NAD 83(2011) Z  -  4,084,749.119 (meters)                     COMP
 LB0881  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 LB0881  DYNAMIC HEIGHT  -        270.514 (meters)      887.51  (feet) COMP
 LB0881  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 LB0881
 LB0881  VERT ORDER      -  SECOND    CLASS 0
 LB0881
 LB0881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0881  Standards:
 LB0881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0881  -------------------------------------------------------------------
 LB0881  NETWORK    0.74   1.49           0.35   0.22   0.76     -0.05808698
 LB0881  -------------------------------------------------------------------
 LB0881  Click here for local accuracies and other accuracy information.
 LB0881
 LB0881.The horizontal coordinates were established by GPS observations
 LB0881.and adjusted by the National Geodetic Survey in June 2012.
 LB0881
 LB0881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0881.been affixed to the stable North American tectonic plate. See 
 LB0881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0881
 LB0881.The horizontal coordinates are valid at the epoch date displayed above
 LB0881.which is a decimal equivalence of Year/Month/Day.
 LB0881
 LB0881.The orthometric height was determined by differential leveling and
 LB0881.adjusted by the NATIONAL GEODETIC SURVEY
 LB0881.in June 1991.
 LB0881
 LB0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0881.GEOID18 height accuracy estimate available here.
 LB0881
 LB0881.Click photographs - Photos may exist for this station.
 LB0881
 LB0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0881
 LB0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0881
 LB0881.The ellipsoidal height was determined by GPS observations
 LB0881.and is referenced to NAD 83.
 LB0881
 LB0881.The dynamic height is computed by dividing the NAVD 88
 LB0881.geopotential number by the normal gravity value computed on the
 LB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0881.degrees latitude (g = 980.6199 gals.).
 LB0881
 LB0881.The modeled gravity was interpolated from observed gravity values.
 LB0881
 LB0881. The following values were computed from the NAD 83(2011) position.
 LB0881
 LB0881;                    North         East     Units Scale Factor Converg.
 LB0881;SPC IN W     -   536,255.197   939,534.139   MT  0.99998590   +0 17 54.3
 LB0881;SPC IN W     - 1,759,363.93  3,082,454.92   sFT  0.99998590   +0 17 54.3
 LB0881;UTM  16      - 4,436,457.895   532,414.377   MT  0.99961293   +0 14 41.2
 LB0881
 LB0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0881!SPC IN W     -   0.99996282  x   0.99998590  =   0.99994872
 LB0881!UTM  16      -   0.99996282  x   0.99961293  =   0.99957576
 LB0881
 LB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3241436457(NAD 83)
 LB0881
 LB0881                          SUPERSEDED SURVEY CONTROL
 LB0881
 LB0881  NAD 83(2007)-  40 04 39.96143(N)    086 37 11.38971(W) AD(2002.00) 0
 LB0881  ELLIP H (02/10/07)  237.044  (m)                       GP(2002.00)    
 LB0881  NAD 83(1997)-  40 04 39.96161(N)    086 37 11.39034(W) AD(       ) B
 LB0881  ELLIP H (04/10/98)  237.038  (m)                       GP(       ) 4 1
 LB0881  NAVD 88             270.66   (m)          888.0    (f) LEVELING    3  
 LB0881  NGVD 29 (??/??/92)  270.755  (m)          888.30   (f) ADJ UNCH    2 0
 LB0881
 LB0881.Superseded values are not recommended for survey control.
 LB0881
 LB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0881.See file dsdata.pdf to determine how the superseded data were derived.
 LB0881
 LB0881_MARKER: DB = BENCH MARK DISK
 LB0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0881_STAMPING: C 113 1946
 LB0881_MARK LOGO: CGS
 LB0881_PROJECTION: PROJECTING 20 CENTIMETERS
 LB0881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0881+STABILITY: SURFACE MOTION
 LB0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0881+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2017
 LB0881
 LB0881  HISTORY     - Date     Condition        Report By
 LB0881  HISTORY     - 1946     MONUMENTED       CGS
 LB0881  HISTORY     - 1977     GOOD             LOCENG
 LB0881  HISTORY     - 19970808 GOOD             SEC
 LB0881  HISTORY     - 19980722 GOOD             WOOLPT
 LB0881  HISTORY     - 20110706 GOOD             INDIV
 LB0881  HISTORY     - 20120315 POOR             GEOCAC
 LB0881  HISTORY     - 20170206 GOOD             INDOT
 LB0881
 LB0881                          STATION DESCRIPTION
 LB0881
 LB0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0881'1.6 MI N FROM DOVER.
 LB0881'ALONG STATE HIGHWAY 75 ABOUT 1.6 MILE NORTH OF JEFFERSON
 LB0881'TOWNSHIP SCHOOL AT DOVER, AT THE JUNCTION WITH A SIDE ROAD
 LB0881'LEADING WEST, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0881'47 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 3.5 FEET SOUTH
 LB0881'OF A FENCE CORNER, 1.3 FEET EAST OF A FENCE LINE, ABOUT 1 1/2
 LB0881'FOOT NORTH OF A WHITE WOODEN WITNESS POST AND 1 FOOT LOWER THAN
 LB0881'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED C 113 1946 AND SET IN
 LB0881'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0881
 LB0881                          STATION RECOVERY (1977)
 LB0881
 LB0881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0881'RECOVERED IN GOOD CONDITION.
 LB0881
 LB0881                          STATION RECOVERY (1997)
 LB0881
 LB0881'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0881'DOWN OR UP STATE ROAD 75, 1.7 MILES (2.7 KM) NORTH OF INTERSECTION
 LB0881'WEST STATE ROAD 32.  BENCHMARK IS 39.8 FT (12.1 M) FROM CENTERLINE OF
 LB0881'STATE ROAD 75, 1.5 FEET (0.5 M) NORTH OF WITNESS POST, 21 FEET (6.4 M)
 LB0881'FROM NEAREST ELECTRICAL POST, ABOUT 1 FOOT (0.3 M) LOWER THAN HIGHWAY
 LB0881'LEVEL AND PROJECTING 13 CM ABOVE GROUND.  OWNERSHIP--JASON SCOTT, 2620
 LB0881'NORTH STATE ROAD 75, THORNTOWN IN 46071.
 LB0881
 LB0881                          STATION RECOVERY (1998)
 LB0881
 LB0881'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB0881'WOOLPERT LLP 1998 (BBS).   THE STATION IS LOCATED 2.6 KM (1.60 MI)
 LB0881'NORTH OF DOVER.  THE PROPERTY OWNER IS JASON SCOTT, 2620 NORTH STATE
 LB0881'ROUTE 75, THORNTON IN 46071.  FROM THE INTERSECTION OF STATE ROUTE 75
 LB0881'AND STATE ROUTE 32 IN DOVER, PROCEED NORTH ALONG STATE ROUTE 75 FOR
 LB0881'2.6 KM (1.60 MI) TO THE STATION ON THE LEFT AND WEST SIDE OF STATE
 LB0881'ROUTE 75, AND SOUTH OF AN UNNAMED SIDE ROAD ALSO ON THE WEST SIDE OF
 LB0881'THE STATE ROUTE 75.  THE STATION IS A STANDARD BENCHMARK DISK IN A
 LB0881'ROUND CONCRETE MONUMENT AND IS 12.1 M (39.7 FT) WEST OF THE CENTERLINE
 LB0881'OF STATE ROUTE 75, 6.4 M (21.0 FT) SOUTH OF A UTILITY POLE, AND 0.5 M
 LB0881'(1.6 FT) FROM A WITNESS POST.
 LB0881
 LB0881                          STATION RECOVERY (2011)
 LB0881
 LB0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0881'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB0881
 LB0881                          STATION RECOVERY (2012)
 LB0881
 LB0881'RECOVERY NOTE BY GEOCACHING 2012 (ECO)
 LB0881'ACTUAL LOCATION IS APPROX. 150' NORTH AND 100' WEST OF MARKER B113
 LB0881'(LB0880)- APPROX. 150' N AND 100'W OF INTERSECTION OF LONGLEY DRIVE
 LB0881'AND E. THOMPSON STREET LEBANON, INDIANA.  MARKER IS WITHIN 2' OF THE
 LB0881'NE CORNER OF THE MIDDLE OF THREE ABANDONED STEEL BUILDINGS ON E.
 LB0881'THOMPSON STREET.
 LB0881
 LB0881                          STATION RECOVERY (2017)
 LB0881
 LB0881'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JK)
 LB0881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0585 ***********************************************************************
 LB0585  DESIGNATION -  C 114
 LB0585  PID         -  LB0585
 LB0585  STATE/COUNTY-  IN/BOONE
 LB0585  COUNTRY     -  US
 LB0585  USGS QUAD   -  KIRKLIN (2019)
 LB0585
 LB0585                         *CURRENT SURVEY CONTROL
 LB0585  ______________________________________________________________________
 LB0585* NAD 83(1986) POSITION- 40 07 39.95   (N) 086 20 35.13   (W)   HD_HELD1
 LB0585* NAVD 88 ORTHO HEIGHT -   287.277 (meters)      942.51  (feet) ADJUSTED
 LB0585  ______________________________________________________________________
 LB0585  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 LB0585  DYNAMIC HEIGHT  -        287.118 (meters)      941.99  (feet) COMP
 LB0585  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 LB0585
 LB0585  VERT ORDER      -  SECOND    CLASS 0
 LB0585
 LB0585.The horizontal coordinates were determined by differentially corrected
 LB0585.hand held GPS observations or other comparable positioning techniques
 LB0585.and have an estimated accuracy of +/- 3 meters.
 LB0585
 LB0585.The orthometric height was determined by differential leveling and
 LB0585.adjusted by the NATIONAL GEODETIC SURVEY
 LB0585.in June 1991.
 LB0585
 LB0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0585.GEOID18 height accuracy estimate available here.
 LB0585
 LB0585.Click photographs - Photos may exist for this station.
 LB0585
 LB0585.The dynamic height is computed by dividing the NAVD 88
 LB0585.geopotential number by the normal gravity value computed on the
 LB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0585.degrees latitude (g = 980.6199 gals.).
 LB0585
 LB0585.The modeled gravity was interpolated from observed gravity values.
 LB0585
 LB0585;                    North         East    Units  Estimated Accuracy
 LB0585;SPC IN W     -   541,966.2     963,092.3     MT  (+/- 3 meters HH1 GPS) 
 LB0585
 LB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5596942144(NAD 83)
 LB0585
 LB0585                          SUPERSEDED SURVEY CONTROL
 LB0585
 LB0585  NGVD 29 (??/??/92)  287.377  (m)          942.84   (f) ADJ UNCH    2 0
 LB0585
 LB0585.Superseded values are not recommended for survey control.
 LB0585
 LB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0585.See file dsdata.pdf to determine how the superseded data were derived.
 LB0585
 LB0585_MARKER: DB = BENCH MARK DISK
 LB0585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0585_SP_SET: PIPE CULVERT HEADWALL
 LB0585_STAMPING: C 114 1946
 LB0585_MARK LOGO: CGS
 LB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0585+STABILITY: SURFACE MOTION
 LB0585
 LB0585  HISTORY     - Date     Condition        Report By
 LB0585  HISTORY     - 1946     MONUMENTED       CGS
 LB0585
 LB0585                          STATION DESCRIPTION
 LB0585
 LB0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0585'1.7 MI E FROM ELIZAVILLE.
 LB0585'ALONG STATE HIGHWAY 47 ABOUT 1.7 MILE EAST OF THE CROSS ROADS AT
 LB0585'ELIZAVILLE, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LB0585'HEADWALL OF A DOUBLE 24-INCH CORRUGATED STEEL PIPE CULVERT,
 LB0585'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 LB0585'ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED C 114 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0035 ***********************************************************************
 LB0035  DESIGNATION -  C 115
 LB0035  PID         -  LB0035
 LB0035  STATE/COUNTY-  IN/HOWARD
 LB0035  COUNTRY     -  US
 LB0035  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0035
 LB0035                         *CURRENT SURVEY CONTROL
 LB0035  ______________________________________________________________________
 LB0035* NAD 83(1986) POSITION- 40 33 15.     (N) 086 16 48.     (W)   SCALED
 LB0035* NAVD 88 ORTHO HEIGHT -   244.383 (meters)      801.78  (feet) ADJUSTED
 LB0035  ______________________________________________________________________
 LB0035  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 LB0035  DYNAMIC HEIGHT  -        244.260 (meters)      801.38  (feet) COMP
 LB0035  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 LB0035
 LB0035  VERT ORDER      -  SECOND    CLASS 0
 LB0035
 LB0035.The horizontal coordinates were scaled from a map and have
 LB0035.an estimated accuracy of +/- 6 seconds.
 LB0035
 LB0035.The orthometric height was determined by differential leveling and
 LB0035.adjusted by the NATIONAL GEODETIC SURVEY
 LB0035.in June 1991.
 LB0035
 LB0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0035.GEOID18 height accuracy estimate available here.
 LB0035
 LB0035.Click photographs - Photos may exist for this station.
 LB0035
 LB0035.The dynamic height is computed by dividing the NAVD 88
 LB0035.geopotential number by the normal gravity value computed on the
 LB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0035.degrees latitude (g = 980.6199 gals.).
 LB0035
 LB0035.The modeled gravity was interpolated from observed gravity values.
 LB0035
 LB0035;                    North         East    Units  Estimated Accuracy
 LB0035;SPC IN E     -   589,230.       48,050.      MT  (+/- 180 meters Scaled)
 LB0035
 LB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609895(NAD 83)
 LB0035
 LB0035                          SUPERSEDED SURVEY CONTROL
 LB0035
 LB0035  NGVD 29 (??/??/92)  244.494  (m)          802.14   (f) ADJ UNCH    2 0
 LB0035
 LB0035.Superseded values are not recommended for survey control.
 LB0035
 LB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0035.See file dsdata.pdf to determine how the superseded data were derived.
 LB0035
 LB0035_MARKER: DB = BENCH MARK DISK
 LB0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0035_STAMPING: C 115 1946
 LB0035_MARK LOGO: CGS
 LB0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0035+STABILITY: SURFACE MOTION
 LB0035
 LB0035  HISTORY     - Date     Condition        Report By
 LB0035  HISTORY     - 1946     MONUMENTED       CGS
 LB0035
 LB0035                          STATION DESCRIPTION
 LB0035
 LB0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0035'3.9 MI N FROM JUDSON.
 LB0035'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0035'AT JUDSON, THENCE 0.5 MILE WEST AND 1.4 MILE NORTH ALONG GRAVEL
 LB0035'ROADS, ABOUT 1.2 MILE NORTH OF NORTH UNION CEMETERY, 0.4 MILE
 LB0035'NORTH OF AN EAST-WEST CROSS ROAD, AT THE HAROLD GILBERT FARM, 16
 LB0035'FEET WEST OF THE CENTER LINE OF THE ROAD, 11.5 FEET SOUTH OF A
 LB0035'FENCE CORNER, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB0035'BARN, 26 FEET NORTH OF A GATE POST, 1 1/2 FEET NORTH OF A WHITE
 LB0035'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB0035'DISK, STAMPED C 115 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0035'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0318 ***********************************************************************
 LB0318  DESIGNATION -  C 116
 LB0318  PID         -  LB0318
 LB0318  STATE/COUNTY-  IN/CLINTON
 LB0318  COUNTRY     -  US
 LB0318  USGS QUAD   -  BURLINGTON (2019)
 LB0318
 LB0318                         *CURRENT SURVEY CONTROL
 LB0318  ______________________________________________________________________
 LB0318* NAD 83(1986) POSITION- 40 23 17.     (N) 086 23 35.     (W)   SCALED
 LB0318* NAVD 88 ORTHO HEIGHT -   263.783 (meters)      865.43  (feet) ADJUSTED
 LB0318  ______________________________________________________________________
 LB0318  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 LB0318  DYNAMIC HEIGHT  -        263.645 (meters)      864.98  (feet) COMP
 LB0318  MODELED GRAVITY -    980,094.7   (mgal)                       NAVD 88
 LB0318
 LB0318  VERT ORDER      -  SECOND    CLASS 0
 LB0318
 LB0318.The horizontal coordinates were scaled from a map and have
 LB0318.an estimated accuracy of +/- 6 seconds.
 LB0318
 LB0318.The orthometric height was determined by differential leveling and
 LB0318.adjusted by the NATIONAL GEODETIC SURVEY
 LB0318.in June 1991.
 LB0318
 LB0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0318.GEOID18 height accuracy estimate available here.
 LB0318
 LB0318.Click photographs - Photos may exist for this station.
 LB0318
 LB0318.The dynamic height is computed by dividing the NAVD 88
 LB0318.geopotential number by the normal gravity value computed on the
 LB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0318.degrees latitude (g = 980.6199 gals.).
 LB0318
 LB0318.The modeled gravity was interpolated from observed gravity values.
 LB0318
 LB0318;                    North         East    Units  Estimated Accuracy
 LB0318;SPC IN W     -   570,830.      958,610.      MT  (+/- 180 meters Scaled)
 LB0318
 LB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515710(NAD 83)
 LB0318
 LB0318                          SUPERSEDED SURVEY CONTROL
 LB0318
 LB0318  NGVD 29 (??/??/92)  263.890  (m)          865.78   (f) ADJ UNCH    2 0
 LB0318
 LB0318.Superseded values are not recommended for survey control.
 LB0318
 LB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0318.See file dsdata.pdf to determine how the superseded data were derived.
 LB0318
 LB0318_MARKER: DB = BENCH MARK DISK
 LB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0318_STAMPING: C 116 1946
 LB0318_MARK LOGO: CGS
 LB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0318+STABILITY: SURFACE MOTION
 LB0318
 LB0318  HISTORY     - Date     Condition        Report By
 LB0318  HISTORY     - 1946     MONUMENTED       CGS
 LB0318
 LB0318                          STATION DESCRIPTION
 LB0318
 LB0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0318'1.9 MI S FROM MIDDLE FORK.
 LB0318'ABOUT 1.9 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 LB0318'WITH STATE HIGHWAY 26 AT MIDDLE FORK, IN THE NORTHWEST QUARTER
 LB0318'OF A CROSS ROAD, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0318'25 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 3 FEET
 LB0318'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB0318'POST AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD DISK,
 LB0318'STAMPED C 116 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0318'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0386 ***********************************************************************
 LB0386  DESIGNATION -  C 117
 LB0386  PID         -  LB0386
 LB0386  STATE/COUNTY-  IN/CARROLL
 LB0386  COUNTRY     -  US
 LB0386  USGS QUAD   -  BURLINGTON (2019)
 LB0386
 LB0386                         *CURRENT SURVEY CONTROL
 LB0386  ______________________________________________________________________
 LB0386* NAD 83(1986) POSITION- 40 29 02.     (N) 086 23 22.     (W)   SCALED
 LB0386* NAVD 88 ORTHO HEIGHT -   228.348 (meters)      749.17  (feet) ADJUSTED
 LB0386  ______________________________________________________________________
 LB0386  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 LB0386  DYNAMIC HEIGHT  -        228.230 (meters)      748.78  (feet) COMP
 LB0386  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 LB0386
 LB0386  VERT ORDER      -  SECOND    CLASS 0
 LB0386
 LB0386.The horizontal coordinates were scaled from a map and have
 LB0386.an estimated accuracy of +/- 6 seconds.
 LB0386
 LB0386.The orthometric height was determined by differential leveling and
 LB0386.adjusted by the NATIONAL GEODETIC SURVEY
 LB0386.in June 1991.
 LB0386
 LB0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0386.GEOID18 height accuracy estimate available here.
 LB0386
 LB0386.Click photographs - Photos may exist for this station.
 LB0386
 LB0386.The dynamic height is computed by dividing the NAVD 88
 LB0386.geopotential number by the normal gravity value computed on the
 LB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0386.degrees latitude (g = 980.6199 gals.).
 LB0386
 LB0386.The modeled gravity was interpolated from observed gravity values.
 LB0386
 LB0386;                    North         East    Units  Estimated Accuracy
 LB0386;SPC IN W     -   581,480.      958,830.      MT  (+/- 180 meters Scaled)
 LB0386
 LB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK517816(NAD 83)
 LB0386
 LB0386                          SUPERSEDED SURVEY CONTROL
 LB0386
 LB0386  NGVD 29 (??/??/92)  228.457  (m)          749.53   (f) ADJ UNCH    2 0
 LB0386
 LB0386.Superseded values are not recommended for survey control.
 LB0386
 LB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0386.See file dsdata.pdf to determine how the superseded data were derived.
 LB0386
 LB0386_MARKER: DB = BENCH MARK DISK
 LB0386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0386_SP_SET: BOX CULVERT HEADWALL
 LB0386_STAMPING: C 117 1946
 LB0386_MARK LOGO: CGS
 LB0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0386+STABILITY: SURFACE MOTION
 LB0386
 LB0386  HISTORY     - Date     Condition        Report By
 LB0386  HISTORY     - 1946     MONUMENTED       CGS
 LB0386
 LB0386                          STATION DESCRIPTION
 LB0386
 LB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0386'0.4 MI E FROM BURLINGTON.
 LB0386'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 LB0386'WITH STATE HIGHWAY 29 AT BURLINGTON, ABOUT 0.2 MILE NORTHEAST
 LB0386'OF BURLINGTON CITY LIMITS, SET IN THE TOP OF THE NORTHEAST END
 LB0386'OF THE SOUTHEAST HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, ABOUT
 LB0386'25 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 2 1/2 FEET
 LB0386'BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED C 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0018 ***********************************************************************
 LB0018  DESIGNATION -  C 118
 LB0018  PID         -  LB0018
 LB0018  STATE/COUNTY-  IN/CASS
 LB0018  COUNTRY     -  US
 LB0018  USGS QUAD   -  CLYMERS (2019)
 LB0018
 LB0018                         *CURRENT SURVEY CONTROL
 LB0018  ______________________________________________________________________
 LB0018* NAD 83(1986) POSITION- 40 42 25.     (N) 086 23 09.     (W)   SCALED
 LB0018* NAVD 88 ORTHO HEIGHT -   224.081 (meters)      735.17  (feet) ADJUSTED
 LB0018  ______________________________________________________________________
 LB0018  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 LB0018  DYNAMIC HEIGHT  -        223.973 (meters)      734.82  (feet) COMP
 LB0018  MODELED GRAVITY -    980,138.6   (mgal)                       NAVD 88
 LB0018
 LB0018  VERT ORDER      -  SECOND    CLASS 0
 LB0018
 LB0018.The horizontal coordinates were scaled from a map and have
 LB0018.an estimated accuracy of +/- 6 seconds.
 LB0018
 LB0018.The orthometric height was determined by differential leveling and
 LB0018.adjusted by the NATIONAL GEODETIC SURVEY
 LB0018.in June 1991.
 LB0018
 LB0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0018.GEOID18 height accuracy estimate available here.
 LB0018
 LB0018.Click photographs - Photos may exist for this station.
 LB0018
 LB0018.The dynamic height is computed by dividing the NAVD 88
 LB0018.geopotential number by the normal gravity value computed on the
 LB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0018.degrees latitude (g = 980.6199 gals.).
 LB0018
 LB0018.The modeled gravity was interpolated from observed gravity values.
 LB0018
 LB0018;                    North         East    Units  Estimated Accuracy
 LB0018;SPC IN E     -   606,260.       39,230.      MT  (+/- 180 meters Scaled)
 LB0018
 LB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL518064(NAD 83)
 LB0018
 LB0018                          SUPERSEDED SURVEY CONTROL
 LB0018
 LB0018  NGVD 29 (??/??/92)  224.195  (m)          735.55   (f) ADJ UNCH    2 0
 LB0018
 LB0018.Superseded values are not recommended for survey control.
 LB0018
 LB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0018.See file dsdata.pdf to determine how the superseded data were derived.
 LB0018
 LB0018_MARKER: DB = BENCH MARK DISK
 LB0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0018_STAMPING: C 118 1946
 LB0018_MARK LOGO: CGS
 LB0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0018+STABILITY: SURFACE MOTION
 LB0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0018+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 LB0018
 LB0018  HISTORY     - Date     Condition        Report By
 LB0018  HISTORY     - 1946     MONUMENTED       CGS
 LB0018  HISTORY     - 19870730 GOOD             NGS
 LB0018  HISTORY     - 20051220 GOOD             BFSINC
 LB0018  HISTORY     - 20090623 GOOD             JCLS
 LB0018
 LB0018                          STATION DESCRIPTION
 LB0018
 LB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0018'3.1 MI S FROM LOGANSPORT.
 LB0018'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH
 LB0018'END OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT
 LB0018'LOGANSPORT, ABOUT 1 MILE NORTH OF THE CASS-CARROLL COUNTY LINE,
 LB0018'AT A CROSS ROAD, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LB0018'HIGHWAY, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE CROSS ROAD,
 LB0018'4.5 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHWEST
 LB0018'OF A FENCE LINE, AND ABOUT 1 1/2 FEET BELOW HIGHWAY LEVEL.
 LB0018'A STANDARD DISK, STAMPED C 118 1946 AND SET IN THE TOP OF A
 LB0018'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0018
 LB0018                          STATION RECOVERY (1987)
 LB0018
 LB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0018'FROM THE JUNCTION OF STATE ROUTES 25 AND 29 AT THE SOUTHWEST SIDE OF
 LB0018'LOGANSPORT GO SOUTH ON STATE ROUTE 29 FOR 2.4 MILES (3.9 KM) TO A
 LB0018'CROSSROAD, COUNTY ROUTE 400 S., THIS IS ALSO THE ROAD TO THE
 LB0018'LOGANSPORT AIRPORT AND THE MARK IN THE SOUTHEAST QUADRANT OF THIS
 LB0018'INTERSECTION, 50.0 FEET (15.2 M) SOUTHEAST OF THE CENTER OF STATE
 LB0018'ROUTE 29, 16.0 FEET (4.9 M) SOUTHWEST OF THE CENTER OF COUNTY ROUTE
 LB0018'400 S., 4.5 FEET (1.4 M) SOUTHWEST OF A CONCRETE FENCE CORNER POST
 LB0018'AND 1.0 FOOT (0.3 M) NORTH OF A WITNESS POST.
 LB0018
 LB0018                          STATION RECOVERY (2005)
 LB0018
 LB0018'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0018'RECOVERED IN GOOD CONDITION.
 LB0018
 LB0018                          STATION RECOVERY (2009)
 LB0018
 LB0018'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LB0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0604 ***********************************************************************
 KA0604  DESIGNATION -  C 121
 KA0604  PID         -  KA0604
 KA0604  STATE/COUNTY-  IN/PUTNAM
 KA0604  COUNTRY     -  US
 KA0604  USGS QUAD   -  GREENCASTLE (2019)
 KA0604
 KA0604                         *CURRENT SURVEY CONTROL
 KA0604  ______________________________________________________________________
 KA0604* NAD 83(1986) POSITION- 39 38 13.     (N) 086 51 57.     (W)   SCALED
 KA0604* NAVD 88 ORTHO HEIGHT -   256.247 (meters)      840.70  (feet) ADJUSTED
 KA0604  ______________________________________________________________________
 KA0604  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 KA0604  DYNAMIC HEIGHT  -        256.103 (meters)      840.23  (feet) COMP
 KA0604  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA0604
 KA0604  VERT ORDER      -  FIRST     CLASS II
 KA0604
 KA0604.The horizontal coordinates were scaled from a map and have
 KA0604.an estimated accuracy of +/- 6 seconds.
 KA0604
 KA0604.The orthometric height was determined by differential leveling and
 KA0604.adjusted by the NATIONAL GEODETIC SURVEY
 KA0604.in June 1991.
 KA0604
 KA0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0604.GEOID18 height accuracy estimate available here.
 KA0604
 KA0604.Click photographs - Photos may exist for this station.
 KA0604
 KA0604.The dynamic height is computed by dividing the NAVD 88
 KA0604.geopotential number by the normal gravity value computed on the
 KA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0604.degrees latitude (g = 980.6199 gals.).
 KA0604
 KA0604.The modeled gravity was interpolated from observed gravity values.
 KA0604
 KA0604;                    North         East    Units  Estimated Accuracy
 KA0604;SPC IN W     -   487,230.      918,670.      MT  (+/- 180 meters Scaled)
 KA0604
 KA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ115874(NAD 83)
 KA0604
 KA0604                          SUPERSEDED SURVEY CONTROL
 KA0604
 KA0604  NGVD 29 (??/??/92)  256.361  (m)          841.08   (f) ADJ UNCH    1 2
 KA0604
 KA0604.Superseded values are not recommended for survey control.
 KA0604
 KA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0604.See file dsdata.pdf to determine how the superseded data were derived.
 KA0604
 KA0604_MARKER: DB = BENCH MARK DISK
 KA0604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0604_SP_SET: HEADWALL
 KA0604_STAMPING: C 121 1946
 KA0604_MARK LOGO: CGS
 KA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0604+STABILITY: SURFACE MOTION
 KA0604
 KA0604  HISTORY     - Date     Condition        Report By
 KA0604  HISTORY     - 1946     MONUMENTED       CGS
 KA0604  HISTORY     - 1985     GOOD             NGS
 KA0604
 KA0604                          STATION DESCRIPTION
 KA0604
 KA0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0604'0.5 MI SW FROM GREENCASTLE.
 KA0604'ALONG THE GREENCASTLE-MANHATTAN ROAD ABOUT 0.5 MILE SOUTHWEST
 KA0604'OF THE COUNTY COURTHOUSE AT GREENCASTLE, ABOUT 400 FEET SOUTHWEST
 KA0604'OF A SHELL SERVICE STATION AND GROCERY STORE, ABOUT 150 FEET
 KA0604'NORTHEAST OF A TILE BRICK HOUSE, IN THE TOP OF THE NORTHEAST END
 KA0604'OF THE SOUTHEAST RAILING OF A 12-FOOT CONCRETE BRIDGE OVER A
 KA0604'SMALL STREAM, 12.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KA0604'1.2 FOOT SOUTHWEST OF THE NORTHEAST END OF THE RAILING, AND ABOUT
 KA0604'2 FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED C 121
 KA0604'1946.
 KA0604
 KA0604                          STATION RECOVERY (1985)
 KA0604
 KA0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0599 ***********************************************************************
 KA0599  DESIGNATION -  C 122
 KA0599  PID         -  KA0599
 KA0599  STATE/COUNTY-  IN/PUTNAM
 KA0599  COUNTRY     -  US
 KA0599  USGS QUAD   -  GREENCASTLE (2019)
 KA0599
 KA0599                         *CURRENT SURVEY CONTROL
 KA0599  ______________________________________________________________________
 KA0599* NAD 83(1986) POSITION- 39 37 54.00   (N) 086 50 00.31   (W)   HD_HELD1
 KA0599* NAVD 88 ORTHO HEIGHT -   242.653 (meters)      796.10  (feet) ADJUSTED
 KA0599  ______________________________________________________________________
 KA0599  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 KA0599  DYNAMIC HEIGHT  -        242.516 (meters)      795.65  (feet) COMP
 KA0599  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 KA0599
 KA0599  VERT ORDER      -  SECOND    CLASS 0
 KA0599
 KA0599.The horizontal coordinates were determined by differentially corrected
 KA0599.hand held GPS observations or other comparable positioning techniques
 KA0599.and have an estimated accuracy of +/- 3 meters.
 KA0599
 KA0599.The orthometric height was determined by differential leveling and
 KA0599.adjusted by the NATIONAL GEODETIC SURVEY
 KA0599.in June 1991.
 KA0599
 KA0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0599.GEOID18 height accuracy estimate available here.
 KA0599
 KA0599.Click photographs - Photos may exist for this station.
 KA0599
 KA0599.The dynamic height is computed by dividing the NAVD 88
 KA0599.geopotential number by the normal gravity value computed on the
 KA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0599.degrees latitude (g = 980.6199 gals.).
 KA0599
 KA0599.The modeled gravity was interpolated from observed gravity values.
 KA0599
 KA0599;                    North         East    Units  Estimated Accuracy
 KA0599;SPC IN W     -   486,652.4     921,454.6     MT  (+/- 3 meters HH1 GPS) 
 KA0599
 KA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1429586890(NAD 83)
 KA0599
 KA0599                          SUPERSEDED SURVEY CONTROL
 KA0599
 KA0599  NGVD 29 (??/??/92)  242.764  (m)          796.47   (f) ADJ UNCH    2 0
 KA0599
 KA0599.Superseded values are not recommended for survey control.
 KA0599
 KA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0599.See file dsdata.pdf to determine how the superseded data were derived.
 KA0599
 KA0599_MARKER: DB = BENCH MARK DISK
 KA0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0599_SP_SET: BRIDGE
 KA0599_STAMPING: C 122 1946
 KA0599_MARK LOGO: CGS
 KA0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0599
 KA0599  HISTORY     - Date     Condition        Report By
 KA0599  HISTORY     - 1946     MONUMENTED       CGS
 KA0599
 KA0599                          STATION DESCRIPTION
 KA0599
 KA0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0599'2.2 MI SE FROM GREENCASTLE.
 KA0599'1.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COUNTY COURT HOUSE
 KA0599'AT GREENCASTLE, THENCE 1.15 MILE EAST ALONG A PAVED ROAD LEADING
 KA0599'TO GREENCASTLE MUNICIPAL AIRPORT, ABOUT 0.9 MILE WEST OF THE
 KA0599'ENTRANCE TO THE AIRPORT, SET IN THE TOP OF THE EAST END OF THE
 KA0599'NORTH HEADWALL OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 KA0599'9.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 KA0599'THE EAST END OF THE HEADWALL AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KA0599'THE ROAD.  A STANDARD DISK, STAMPED C 122 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1395 ***********************************************************************
 LB1395  DESIGNATION -  C 123
 LB1395  PID         -  LB1395
 LB1395  STATE/COUNTY-  IN/BENTON
 LB1395  COUNTRY     -  US
 LB1395  USGS QUAD   -  TEMPLETON (2019)
 LB1395
 LB1395                         *CURRENT SURVEY CONTROL
 LB1395  ______________________________________________________________________
 LB1395* NAD 83(1986) POSITION- 40 36 20.     (N) 087 09 19.     (W)   SCALED
 LB1395* NAVD 88 ORTHO HEIGHT -   225.812 (meters)      740.85  (feet) ADJUSTED
 LB1395  ______________________________________________________________________
 LB1395  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LB1395  DYNAMIC HEIGHT  -        225.702 (meters)      740.49  (feet) COMP
 LB1395  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 LB1395
 LB1395  VERT ORDER      -  SECOND    CLASS 0
 LB1395
 LB1395.The horizontal coordinates were scaled from a map and have
 LB1395.an estimated accuracy of +/- 6 seconds.
 LB1395
 LB1395.The orthometric height was determined by differential leveling and
 LB1395.adjusted by the NATIONAL GEODETIC SURVEY
 LB1395.in June 1991.
 LB1395
 LB1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1395.GEOID18 height accuracy estimate available here.
 LB1395
 LB1395.Click photographs - Photos may exist for this station.
 LB1395
 LB1395.The dynamic height is computed by dividing the NAVD 88
 LB1395.geopotential number by the normal gravity value computed on the
 LB1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1395.degrees latitude (g = 980.6199 gals.).
 LB1395
 LB1395.The modeled gravity was interpolated from observed gravity values.
 LB1395
 LB1395;                    North         East    Units  Estimated Accuracy
 LB1395;SPC IN W     -   594,760.      893,910.      MT  (+/- 180 meters Scaled)
 LB1395
 LB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK868949(NAD 83)
 LB1395
 LB1395                          SUPERSEDED SURVEY CONTROL
 LB1395
 LB1395  NGVD 29 (??/??/92)  225.883  (m)          741.08   (f) ADJ UNCH    2 0
 LB1395
 LB1395.Superseded values are not recommended for survey control.
 LB1395
 LB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1395.See file dsdata.pdf to determine how the superseded data were derived.
 LB1395
 LB1395_MARKER: DB = BENCH MARK DISK
 LB1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1395_SP_SET: WINDOW SILL
 LB1395_STAMPING: C 123 1946
 LB1395_MARK LOGO: CGS
 LB1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1395
 LB1395  HISTORY     - Date     Condition        Report By
 LB1395  HISTORY     - 1946     MONUMENTED       CGS
 LB1395
 LB1395                          STATION DESCRIPTION
 LB1395
 LB1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1395'9.1 MI SE FROM FOWLER.
 LB1395'ABOUT 9.1 MILE SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1395'THE COUNTY COURT HOUSE AT FOWLER, AT PINE TOWNSHIP SCHOOL, SET
 LB1395'VERTICALLY IN THE WEST END OF THE BOTTOM LIMESTONE SILL OF THE
 LB1395'FIRST WINDOW WEST OF THE NORTHEAST ENTRANCE TO THE BUILDING, 10.3
 LB1395'FEET WEST OF THE CENTER OF THE NORTHEAST ENTRANCE, 12.5 FEET
 LB1395'EAST OF THE CENTER OF THE NORTHWEST ENTRANCE, IN LINE WITH THE
 LB1395'WEST EDGE OF THE WINDOW AND 0.5 FOOT ABOVE THE SIDEWALK.  A
 LB1395'STANDARD DISK, STAMPED C 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1327 ***********************************************************************
 LB1327  DESIGNATION -  C 124
 LB1327  PID         -  LB1327
 LB1327  STATE/COUNTY-  IN/BENTON
 LB1327  COUNTRY     -  US
 LB1327  USGS QUAD   -  WADENA (2019)
 LB1327
 LB1327                         *CURRENT SURVEY CONTROL
 LB1327  ______________________________________________________________________
 LB1327* NAD 83(1986) POSITION- 40 38 58.     (N) 087 16 00.     (W)   SCALED
 LB1327* NAVD 88 ORTHO HEIGHT -   242.641 (meters)      796.06  (feet) ADJUSTED
 LB1327  ______________________________________________________________________
 LB1327  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 LB1327  DYNAMIC HEIGHT  -        242.525 (meters)      795.68  (feet) COMP
 LB1327  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LB1327
 LB1327  VERT ORDER      -  SECOND    CLASS 0
 LB1327
 LB1327.The horizontal coordinates were scaled from a map and have
 LB1327.an estimated accuracy of +/- 6 seconds.
 LB1327
 LB1327.The orthometric height was determined by differential leveling and
 LB1327.adjusted by the NATIONAL GEODETIC SURVEY
 LB1327.in June 1991.
 LB1327
 LB1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1327.GEOID18 height accuracy estimate available here.
 LB1327
 LB1327.Click photographs - Photos may exist for this station.
 LB1327
 LB1327.The dynamic height is computed by dividing the NAVD 88
 LB1327.geopotential number by the normal gravity value computed on the
 LB1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1327.degrees latitude (g = 980.6199 gals.).
 LB1327
 LB1327.The modeled gravity was interpolated from observed gravity values.
 LB1327
 LB1327;                    North         East    Units  Estimated Accuracy
 LB1327;SPC IN W     -   599,650.      884,490.      MT  (+/- 180 meters Scaled)
 LB1327
 LB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774998(NAD 83)
 LB1327
 LB1327                          SUPERSEDED SURVEY CONTROL
 LB1327
 LB1327  NGVD 29 (??/??/92)  242.700  (m)          796.26   (f) ADJ UNCH    2 0
 LB1327
 LB1327.Superseded values are not recommended for survey control.
 LB1327
 LB1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1327.See file dsdata.pdf to determine how the superseded data were derived.
 LB1327
 LB1327_MARKER: DB = BENCH MARK DISK
 LB1327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1327_SP_SET: CULVERT HEADWALL
 LB1327_STAMPING: C 124 1946
 LB1327_MARK LOGO: CGS
 LB1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1327+STABILITY: SURFACE MOTION
 LB1327
 LB1327  HISTORY     - Date     Condition        Report By
 LB1327  HISTORY     - 1946     MONUMENTED       CGS
 LB1327
 LB1327                          STATION DESCRIPTION
 LB1327
 LB1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1327'6.2 MI NE FROM FOWLER.
 LB1327'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1327'THE COUNTY COURT HOUSE AT FOWLER, THENCE 3.0 MILES NORTH ALONG
 LB1327'A GRAVEL ROAD, ABOUT 3.0 MILES SOUTH OF UNION TOWNSHIP SCHOOL
 LB1327'AND WADENA CROSS ROADS, IN THE NORTHWEST QUARTER OF AN
 LB1327'INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE SOUTH
 LB1327'END OF THE WEST CONCRETE HEADWALL OF A 24-INCH STEEL PIPE CULVERT
 LB1327'UNDER THE NORTH-SOUTH ROAD, 16 FEET WEST OF THE CENTER LINE
 LB1327'OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE
 LB1327'EAST-WEST ROAD, 38 FEET WEST AND ACROSS THE NORTH-SOUTH ROAD
 LB1327'FROM REA POWER POLE NUMBER F 104, ABOUT LEVEL WITH THE
 LB1327'INTERSECTION.  A STANDARD DISK, STAMPED C 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1462 ***********************************************************************
 LB1462  DESIGNATION -  C 125
 LB1462  PID         -  LB1462
 LB1462  STATE/COUNTY-  IN/WHITE
 LB1462  COUNTRY     -  US
 LB1462  USGS QUAD   -  TEMPLETON NE (2019)
 LB1462
 LB1462                         *CURRENT SURVEY CONTROL
 LB1462  ______________________________________________________________________
 LB1462* NAD 83(1986) POSITION- 40 43 16.     (N) 087 00 17.     (W)   SCALED
 LB1462* NAVD 88 ORTHO HEIGHT -   216.469 (meters)      710.20  (feet) ADJUSTED
 LB1462  ______________________________________________________________________
 LB1462  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 LB1462  DYNAMIC HEIGHT  -        216.368 (meters)      709.87  (feet) COMP
 LB1462  MODELED GRAVITY -    980,152.6   (mgal)                       NAVD 88
 LB1462
 LB1462  VERT ORDER      -  SECOND    CLASS 0
 LB1462
 LB1462.The horizontal coordinates were scaled from a map and have
 LB1462.an estimated accuracy of +/- 6 seconds.
 LB1462
 LB1462.The orthometric height was determined by differential leveling and
 LB1462.adjusted by the NATIONAL GEODETIC SURVEY
 LB1462.in June 1991.
 LB1462
 LB1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1462.GEOID18 height accuracy estimate available here.
 LB1462
 LB1462.Click photographs - Photos may exist for this station.
 LB1462
 LB1462.The dynamic height is computed by dividing the NAVD 88
 LB1462.geopotential number by the normal gravity value computed on the
 LB1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1462.degrees latitude (g = 980.6199 gals.).
 LB1462
 LB1462.The modeled gravity was interpolated from observed gravity values.
 LB1462
 LB1462;                    North         East    Units  Estimated Accuracy
 LB1462;SPC IN W     -   607,590.      906,640.      MT  (+/- 180 meters Scaled)
 LB1462
 LB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996077(NAD 83)
 LB1462
 LB1462                          SUPERSEDED SURVEY CONTROL
 LB1462
 LB1462  NGVD 29 (??/??/92)  216.556  (m)          710.48   (f) ADJ UNCH    2 0
 LB1462
 LB1462.Superseded values are not recommended for survey control.
 LB1462
 LB1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1462.See file dsdata.pdf to determine how the superseded data were derived.
 LB1462
 LB1462_MARKER: DB = BENCH MARK DISK
 LB1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1462_STAMPING: C 125 1946
 LB1462_MARK LOGO: CGS
 LB1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1462+STABILITY: SURFACE MOTION
 LB1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1462+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 LB1462
 LB1462  HISTORY     - Date     Condition        Report By
 LB1462  HISTORY     - 1946     MONUMENTED       CGS
 LB1462  HISTORY     - 20080421 GOOD             FARNGP
 LB1462
 LB1462                          STATION DESCRIPTION
 LB1462
 LB1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1462'4.4 MI SE FROM WOLCOTT.
 LB1462'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1462'STATION AT WOLCOTT, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1462'IN THE SOUTHEAST QUARTER OF AN INTERSECTION WITH AN EAST-WEST
 LB1462'ROAD, 13.5 FEET WEST OF THE NORTHWEST CORNER OF AN ABANDONED
 LB1462'SCHOOL HOUSE AND IN LINE WITH THE NORTH FACE OF THE BUILDING,
 LB1462'34 FEET NORTH OF A 36-INCH MAPLE TREE, 19 FEET EAST OF THE
 LB1462'CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET SOUTH OF THE CENTER
 LB1462'LINE OF THE EAST-WEST ROAD, 10.5 FEET SOUTH OF A CORNER FENCE
 LB1462'POST, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE, AND
 LB1462'ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.  A STANDARD
 LB1462'DISK, STAMPED C 125 1946 AND SET IN THE TOP OF A CONCRETE
 LB1462'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1462
 LB1462                          STATION RECOVERY (2008)
 LB1462
 LB1462'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1462'SATELLITE OBERVATION ON APRIL 30 2008
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1051 ***********************************************************************
 LB1051  DESIGNATION -  C 126
 LB1051  PID         -  LB1051
 LB1051  STATE/COUNTY-  IN/WHITE
 LB1051  COUNTRY     -  US
 LB1051  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1051
 LB1051                         *CURRENT SURVEY CONTROL
 LB1051  ______________________________________________________________________
 LB1051* NAD 83(1986) POSITION- 40 52 10.     (N) 086 50 57.     (W)   SCALED
 LB1051* NAVD 88 ORTHO HEIGHT -   207.850 (meters)      681.92  (feet) ADJUSTED
 LB1051  ______________________________________________________________________
 LB1051  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 LB1051  DYNAMIC HEIGHT  -        207.757 (meters)      681.62  (feet) COMP
 LB1051  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LB1051
 LB1051  VERT ORDER      -  SECOND    CLASS 0
 LB1051
 LB1051.The horizontal coordinates were scaled from a map and have
 LB1051.an estimated accuracy of +/- 6 seconds.
 LB1051
 LB1051.The orthometric height was determined by differential leveling and
 LB1051.adjusted by the NATIONAL GEODETIC SURVEY
 LB1051.in June 1991.
 LB1051
 LB1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1051.GEOID18 height accuracy estimate available here.
 LB1051
 LB1051.Click photographs - Photos may exist for this station.
 LB1051
 LB1051.The dynamic height is computed by dividing the NAVD 88
 LB1051.geopotential number by the normal gravity value computed on the
 LB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1051.degrees latitude (g = 980.6199 gals.).
 LB1051
 LB1051.The modeled gravity was interpolated from observed gravity values.
 LB1051
 LB1051;                    North         East    Units  Estimated Accuracy
 LB1051;SPC IN W     -   624,090.      919,740.      MT  (+/- 180 meters Scaled)
 LB1051
 LB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL127242(NAD 83)
 LB1051
 LB1051                          SUPERSEDED SURVEY CONTROL
 LB1051
 LB1051  NGVD 29 (??/??/92)  207.946  (m)          682.24   (f) ADJ UNCH    2 0
 LB1051
 LB1051.Superseded values are not recommended for survey control.
 LB1051
 LB1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1051.See file dsdata.pdf to determine how the superseded data were derived.
 LB1051
 LB1051_MARKER: DB = BENCH MARK DISK
 LB1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1051_STAMPING: C 126 1946
 LB1051_MARK LOGO: CGS
 LB1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1051+STABILITY: SURFACE MOTION
 LB1051
 LB1051  HISTORY     - Date     Condition        Report By
 LB1051  HISTORY     - 1946     MONUMENTED       CGS
 LB1051
 LB1051                          STATION DESCRIPTION
 LB1051
 LB1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1051'1.5 MI E FROM MONON.
 LB1051'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1051'BUILDING AT MONON, ABOUT 0.4 MILE WEST OF THE JUNCTION WITH A
 LB1051'ROAD LEADING SOUTH, AT A PRIVATE ROAD LEADING NORTH TO A WHITE
 LB1051'FARM HOUSE, 41 FEET SOUTHWEST OF REA POWER LINE POLE NUMBER
 LB1051'C7A-35, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 LB1051'EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 12 FEET NORTHEAST
 LB1051'OF THE NORTHEAST CORNER OF THE EAST CONCRETE HEADWALL OF A 12-INCH
 LB1051'CORRUGATED PIPE CULVERT UNDER THE PRIVATE ROAD, 1 FOOT SOUTH
 LB1051'OF A FENCE LINE, 7 FEET EAST OF THE EAST GATE POST AT THE
 LB1051'PRIVATE ROAD ENTRANCE TO THE FARM, ABOUT LEVEL WITH THE HIGHWAY
 LB1051'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0144 ***********************************************************************
 LB0144  DESIGNATION -  C 127
 LB0144  PID         -  LB0144
 LB0144  STATE/COUNTY-  IN/CASS
 LB0144  COUNTRY     -  US
 LB0144  USGS QUAD   -  LUCERNE (2019)
 LB0144
 LB0144                         *CURRENT SURVEY CONTROL
 LB0144  ______________________________________________________________________
 LB0144* NAD 83(1986) POSITION- 40 51 59.     (N) 086 25 25.     (W)   SCALED
 LB0144* NAVD 88 ORTHO HEIGHT -   241.275 (meters)      791.58  (feet) ADJUSTED
 LB0144  ______________________________________________________________________
 LB0144  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 LB0144  DYNAMIC HEIGHT  -        241.166 (meters)      791.23  (feet) COMP
 LB0144  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 LB0144
 LB0144  VERT ORDER      -  SECOND    CLASS 0
 LB0144
 LB0144.The horizontal coordinates were scaled from a map and have
 LB0144.an estimated accuracy of +/- 6 seconds.
 LB0144
 LB0144.The orthometric height was determined by differential leveling and
 LB0144.adjusted by the NATIONAL GEODETIC SURVEY
 LB0144.in June 1991.
 LB0144
 LB0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0144.GEOID18 height accuracy estimate available here.
 LB0144
 LB0144.Click photographs - Photos may exist for this station.
 LB0144
 LB0144.The dynamic height is computed by dividing the NAVD 88
 LB0144.geopotential number by the normal gravity value computed on the
 LB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0144.degrees latitude (g = 980.6199 gals.).
 LB0144
 LB0144.The modeled gravity was interpolated from observed gravity values.
 LB0144
 LB0144;                    North         East    Units  Estimated Accuracy
 LB0144;SPC IN E     -   624,000.       36,190.      MT  (+/- 180 meters Scaled)
 LB0144
 LB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL485240(NAD 83)
 LB0144
 LB0144                          SUPERSEDED SURVEY CONTROL
 LB0144
 LB0144  NGVD 29 (??/??/92)  241.386  (m)          791.95   (f) ADJ UNCH    2 0
 LB0144
 LB0144.Superseded values are not recommended for survey control.
 LB0144
 LB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0144.See file dsdata.pdf to determine how the superseded data were derived.
 LB0144
 LB0144_MARKER: DB = BENCH MARK DISK
 LB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0144_STAMPING: C 127 1946
 LB0144_MARK LOGO: CGS
 LB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0144+STABILITY: SURFACE MOTION
 LB0144
 LB0144  HISTORY     - Date     Condition        Report By
 LB0144  HISTORY     - 1946     MONUMENTED       CGS
 LB0144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0144
 LB0144                          STATION DESCRIPTION
 LB0144
 LB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0144'0.9 MI W FROM LUCERNE.
 LB0144'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB0144'BUILDING AT LUCERNE, 0.1 MILE WEST OF THE JUNCTION WITH A PAVED
 LB0144'ROAD LEADING NORTH, ABOUT 200 YARDS SOUTHWEST OF THE SOUTHWEST
 LB0144'CORNER OF A RED BARN ON THE TOP OF A LOW HILL, 9 FEET EAST OF
 LB0144'A LONE 3 1/2-FOOT ELM TREE ALONG THE NORTH RIGHT-OF-WAY FENCE
 LB0144'LINE, 49 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE
 LB0144'NUMBER 126-048, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0144'10.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE
 LB0144'LINE, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF
 LB0144'A CONCRETE POST PROJECTING 4 INCHES.
 LB0144
 LB0144                          STATION RECOVERY (1989)
 LB0144
 LB0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1133 ***********************************************************************
 LB1133  DESIGNATION -  C 128
 LB1133  PID         -  LB1133
 LB1133  STATE/COUNTY-  IN/PULASKI
 LB1133  COUNTRY     -  US
 LB1133  USGS QUAD   -  BUFFALO (2019)
 LB1133
 LB1133                         *CURRENT SURVEY CONTROL
 LB1133  ______________________________________________________________________
 LB1133* NAD 83(1986) POSITION- 40 55 35.     (N) 086 43 07.     (W)   SCALED
 LB1133* NAVD 88 ORTHO HEIGHT -   202.473 (meters)      664.28  (feet) ADJUSTED
 LB1133  ______________________________________________________________________
 LB1133  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 LB1133  DYNAMIC HEIGHT  -        202.383 (meters)      663.98  (feet) COMP
 LB1133  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 LB1133
 LB1133  VERT ORDER      -  SECOND    CLASS 0
 LB1133
 LB1133.The horizontal coordinates were scaled from a map and have
 LB1133.an estimated accuracy of +/- 6 seconds.
 LB1133
 LB1133.The orthometric height was determined by differential leveling and
 LB1133.adjusted by the NATIONAL GEODETIC SURVEY
 LB1133.in June 1991.
 LB1133
 LB1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1133.GEOID18 height accuracy estimate available here.
 LB1133
 LB1133.Click photographs - Photos may exist for this station.
 LB1133
 LB1133.The dynamic height is computed by dividing the NAVD 88
 LB1133.geopotential number by the normal gravity value computed on the
 LB1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1133.degrees latitude (g = 980.6199 gals.).
 LB1133
 LB1133.The modeled gravity was interpolated from observed gravity values.
 LB1133
 LB1133;                    North         East    Units  Estimated Accuracy
 LB1133;SPC IN W     -   630,450.      930,720.      MT  (+/- 180 meters Scaled)
 LB1133
 LB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236306(NAD 83)
 LB1133
 LB1133                          SUPERSEDED SURVEY CONTROL
 LB1133
 LB1133  NGVD 29 (??/??/92)  202.593  (m)          664.67   (f) ADJ UNCH    2 0
 LB1133
 LB1133.Superseded values are not recommended for survey control.
 LB1133
 LB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1133.See file dsdata.pdf to determine how the superseded data were derived.
 LB1133
 LB1133_MARKER: DB = BENCH MARK DISK
 LB1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1133_SP_SET: BRIDGE SEAT
 LB1133_STAMPING: C 128 1946
 LB1133_MARK LOGO: CGS
 LB1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1133
 LB1133  HISTORY     - Date     Condition        Report By
 LB1133  HISTORY     - 1946     MONUMENTED       CGS
 LB1133  HISTORY     - 1970     MARK NOT FOUND   NGS
 LB1133
 LB1133                          STATION DESCRIPTION
 LB1133
 LB1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1133'AT UNION SCHOOL.
 LB1133'ABOUT 40 YARDS NORTH OF UNION SCHOOL, SET IN THE TOP OF THE WEST
 LB1133'END OF THE SOUTH CONCRETE BRIDGE SEAT OF A 22-FOOT BRIDGE OVER
 LB1133'WILTZIN DITCH, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.9
 LB1133'FOOT EAST OF THE WEST END OF THE BRIDGE SEAT, AND ABOUT 3 FEET
 LB1133'BELOW THE LEVEL OF THE BRIDGE FLOOR.
 LB1133
 LB1133                          STATION RECOVERY (1970)
 LB1133
 LB1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB1133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1044 ***********************************************************************
 LB1044  DESIGNATION -  C 129
 LB1044  PID         -  LB1044
 LB1044  STATE/COUNTY-  IN/PULASKI
 LB1044  COUNTRY     -  US
 LB1044  USGS QUAD   -  STAR CITY (2019)
 LB1044
 LB1044                         *CURRENT SURVEY CONTROL
 LB1044  ______________________________________________________________________
 LB1044* NAD 83(1986) POSITION- 40 55 12.     (N) 086 31 42.     (W)   SCALED
 LB1044* NAVD 88 ORTHO HEIGHT -   219.365 (meters)      719.70  (feet) ADJUSTED
 LB1044  ______________________________________________________________________
 LB1044  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 LB1044  DYNAMIC HEIGHT  -        219.267 (meters)      719.38  (feet) COMP
 LB1044  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 LB1044
 LB1044  VERT ORDER      -  SECOND    CLASS 0
 LB1044
 LB1044.The horizontal coordinates were scaled from a map and have
 LB1044.an estimated accuracy of +/- 6 seconds.
 LB1044
 LB1044.The orthometric height was determined by differential leveling and
 LB1044.adjusted by the NATIONAL GEODETIC SURVEY
 LB1044.in June 1991.
 LB1044
 LB1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1044.GEOID18 height accuracy estimate available here.
 LB1044
 LB1044.Click photographs - Photos may exist for this station.
 LB1044
 LB1044.The dynamic height is computed by dividing the NAVD 88
 LB1044.geopotential number by the normal gravity value computed on the
 LB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1044.degrees latitude (g = 980.6199 gals.).
 LB1044
 LB1044.The modeled gravity was interpolated from observed gravity values.
 LB1044
 LB1044;                    North         East    Units  Estimated Accuracy
 LB1044;SPC IN W     -   629,820.      946,750.      MT  (+/- 180 meters Scaled)
 LB1044
 LB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL397299(NAD 83)
 LB1044
 LB1044                          SUPERSEDED SURVEY CONTROL
 LB1044
 LB1044  NGVD 29 (??/??/92)  219.476  (m)          720.06   (f) ADJ UNCH    2 0
 LB1044
 LB1044.Superseded values are not recommended for survey control.
 LB1044
 LB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1044.See file dsdata.pdf to determine how the superseded data were derived.
 LB1044
 LB1044_MARKER: DB = BENCH MARK DISK
 LB1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1044_SP_SET: BRIDGE WINGWALL
 LB1044_STAMPING: C 129 1946
 LB1044_MARK LOGO: CGS
 LB1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1044
 LB1044  HISTORY     - Date     Condition        Report By
 LB1044  HISTORY     - 1946     MONUMENTED       CGS
 LB1044
 LB1044                          STATION DESCRIPTION
 LB1044
 LB1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1044'0.3 MI SE FROM THORNHOPE.
 LB1044'ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE CROSS
 LB1044'ROADS AT THORNHOPE, SET IN TOP OF THE WEST WINGWALL AT THE
 LB1044'NORTHWEST END OF A 50-FOOT STEEL BRIDGE OVER INDIAN CREEK, 17
 LB1044'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHWEST
 LB1044'OF THE SOUTHWEST STEEL RAILING, ABOUT 0.5 FOOT ABOVE THE LEVEL
 LB1044'OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0378 ***********************************************************************
 KA0378  DESIGNATION -  C 13
 KA0378  PID         -  KA0378
 KA0378  STATE/COUNTY-  IN/OWEN
 KA0378  COUNTRY     -  US
 KA0378  USGS QUAD   -  SPENCER (2019)
 KA0378
 KA0378                         *CURRENT SURVEY CONTROL
 KA0378  ______________________________________________________________________
 KA0378* NAD 83(1986) POSITION- 39 17 09.2    (N) 086 46 03.4    (W)   HD_HELD2
 KA0378* NAVD 88 ORTHO HEIGHT -   169.913 (meters)      557.46  (feet) ADJUSTED
 KA0378  ______________________________________________________________________
 KA0378  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 KA0378  DYNAMIC HEIGHT  -        169.812 (meters)      557.12  (feet) COMP
 KA0378  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 KA0378
 KA0378  VERT ORDER      -  FIRST     CLASS II
 KA0378
 KA0378.The horizontal coordinates were established by autonomous hand held GPS
 KA0378.observations and have an estimated accuracy of +/- 10 meters.
 KA0378
 KA0378.The orthometric height was determined by differential leveling and
 KA0378.adjusted by the NATIONAL GEODETIC SURVEY
 KA0378.in June 1991.
 KA0378
 KA0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0378.GEOID18 height accuracy estimate available here.
 KA0378
 KA0378.Click photographs - Photos may exist for this station.
 KA0378
 KA0378.The dynamic height is computed by dividing the NAVD 88
 KA0378.geopotential number by the normal gravity value computed on the
 KA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0378.degrees latitude (g = 980.6199 gals.).
 KA0378
 KA0378.The modeled gravity was interpolated from observed gravity values.
 KA0378
 KA0378;                    North         East    Units  Estimated Accuracy
 KA0378;SPC IN W     -   448,282.      927,239.      MT  (+/- 10 meters HH2 GPS)
 KA0378
 KA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2004148528(NAD 83)
 KA0378
 KA0378                          SUPERSEDED SURVEY CONTROL
 KA0378
 KA0378  NGVD 29 (??/??/92)  170.041  (m)          557.88   (f) ADJ UNCH    1 2
 KA0378
 KA0378.Superseded values are not recommended for survey control.
 KA0378
 KA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0378.See file dsdata.pdf to determine how the superseded data were derived.
 KA0378
 KA0378_MARKER: DB = BENCH MARK DISK
 KA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0378_STAMPING: 577.876 C 13 1930
 KA0378_MARK LOGO: CGS
 KA0378_PROJECTION: PROJECTING
 KA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0378+STABILITY: SURFACE MOTION
 KA0378
 KA0378  HISTORY     - Date     Condition        Report By
 KA0378  HISTORY     - 1930     MONUMENTED       CGS
 KA0378  HISTORY     - 1946     GOOD             CGS
 KA0378  HISTORY     - 20140203 MARK NOT FOUND   INDOT
 KA0378
 KA0378                          STATION DESCRIPTION
 KA0378
 KA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0378'AT SPENCER.
 KA0378'AT SPENCER, OWEN COUNTY, ON THE PENNSYLVANIA RAILROAD, 143
 KA0378'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FREIGHT STATION,
 KA0378'56 FEET SOUTHEAST OF A WATER CRANE, 22 FEET EAST OF THE NORTHEAST
 KA0378'CORNER AND IN LINE WITH THE NORTH FACE OF A LONG RAILROAD
 KA0378'BUILDING, 49 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 KA0378'27 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK, AND 2 FEET
 KA0378'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0378'557.876 C 13 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0378'5 INCHES ABOVE GROUND.  NOTE-- 69 FEET SOUTH OF THE CENTERLINE
 KA0378'OF THE STREET, 30.7 FEET NORTH OF THE CENTERLINE OF THE SIDETRACK,
 KA0378'AND 30.5 FEET EAST OF THE NORTHEAST CORNER OF THE SECTIONHOUSE.
 KA0378
 KA0378                          STATION RECOVERY (2014)
 KA0378
 KA0378'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 KA0378'STATION SEARCHED FOR AND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0710 ***********************************************************************
 ME0710  DESIGNATION -  C 130
 ME0710  PID         -  ME0710
 ME0710  STATE/COUNTY-  IN/PULASKI
 ME0710  COUNTRY     -  US
 ME0710  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0710
 ME0710                         *CURRENT SURVEY CONTROL
 ME0710  ______________________________________________________________________
 ME0710* NAD 83(1986) POSITION- 41 04 53.     (N) 086 49 57.     (W)   SCALED
 ME0710* NAVD 88 ORTHO HEIGHT -   209.630 (meters)      687.76  (feet) ADJUSTED
 ME0710  ______________________________________________________________________
 ME0710  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 ME0710  DYNAMIC HEIGHT  -        209.539 (meters)      687.46  (feet) COMP
 ME0710  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 ME0710
 ME0710  VERT ORDER      -  SECOND    CLASS 0
 ME0710
 ME0710.The horizontal coordinates were scaled from a map and have
 ME0710.an estimated accuracy of +/- 6 seconds.
 ME0710
 ME0710.The orthometric height was determined by differential leveling and
 ME0710.adjusted by the NATIONAL GEODETIC SURVEY
 ME0710.in June 1991.
 ME0710
 ME0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0710.GEOID18 height accuracy estimate available here.
 ME0710
 ME0710.Click photographs - Photos may exist for this station.
 ME0710
 ME0710.The dynamic height is computed by dividing the NAVD 88
 ME0710.geopotential number by the normal gravity value computed on the
 ME0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0710.degrees latitude (g = 980.6199 gals.).
 ME0710
 ME0710.The modeled gravity was interpolated from observed gravity values.
 ME0710
 ME0710;                    North         East    Units  Estimated Accuracy
 ME0710;SPC IN W     -   647,630.      921,080.      MT  (+/- 180 meters Scaled)
 ME0710
 ME0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL140478(NAD 83)
 ME0710
 ME0710                          SUPERSEDED SURVEY CONTROL
 ME0710
 ME0710  NGVD 29 (??/??/92)  209.735  (m)          688.11   (f) ADJ UNCH    2 0
 ME0710
 ME0710.Superseded values are not recommended for survey control.
 ME0710
 ME0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0710.See file dsdata.pdf to determine how the superseded data were derived.
 ME0710
 ME0710_MARKER: DB = BENCH MARK DISK
 ME0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0710_STAMPING: C 130 1946
 ME0710_MARK LOGO: CGS
 ME0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0710+STABILITY: SURFACE MOTION
 ME0710
 ME0710  HISTORY     - Date     Condition        Report By
 ME0710  HISTORY     - 1946     MONUMENTED       CGS
 ME0710  HISTORY     - 1969     GOOD             CGS
 ME0710  HISTORY     - 1989     GOOD             USPSQD
 ME0710
 ME0710                          STATION DESCRIPTION
 ME0710
 ME0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0710'2.9 MI E FROM MEDARYVILLE.
 ME0710'ABOUT 2.9 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 ME0710'AT MEDARYVILLE, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH ROAD
 ME0710'INTERSECTION, AT THE SOUTHEAST CORNER OF A LARGE MAPLE GROVE ON
 ME0710'THE NORTH SIDE OF THE ROAD, ABOUT 160 FEET WEST OF A 20-FOOT
 ME0710'BRIDGE, 32 FEET SOUTHEAST OF A TWIN-TRUNKED OAK TREE, 27 FEET
 ME0710'WEST OF A TELEPHONE POLE, 20 FEET NORTH OF THE CENTER LINE OF THE
 ME0710'ROAD, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD
 ME0710'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0710'NOTE-- THE MAPLE GROVE IS AN OAK GROVE, MARK IS 65 FEET WEST OF
 ME0710'A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 ME0710'ACROSS THE ROAD FROM A FIELD ROAD.
 ME0710
 ME0710                          STATION RECOVERY (1969)
 ME0710
 ME0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0710'RECOVERED IN GOOD CONDITION.
 ME0710
 ME0710                          STATION RECOVERY (1989)
 ME0710
 ME0710'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0467 ***********************************************************************
 ME0467  DESIGNATION -  C 131
 ME0467  PID         -  ME0467
 ME0467  STATE/COUNTY-  IN/FULTON
 ME0467  COUNTRY     -  US
 ME0467  USGS QUAD   -  KEWANNA (2019)
 ME0467
 ME0467                         *CURRENT SURVEY CONTROL
 ME0467  ______________________________________________________________________
 ME0467* NAD 83(1986) POSITION- 41 01 07.     (N) 086 27 35.     (W)   SCALED
 ME0467* NAVD 88 ORTHO HEIGHT -   232.119 (meters)      761.54  (feet) ADJUSTED
 ME0467  ______________________________________________________________________
 ME0467  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 ME0467  DYNAMIC HEIGHT  -        232.020 (meters)      761.22  (feet) COMP
 ME0467  MODELED GRAVITY -    980,193.2   (mgal)                       NAVD 88
 ME0467
 ME0467  VERT ORDER      -  SECOND    CLASS 0
 ME0467
 ME0467.The horizontal coordinates were scaled from a map and have
 ME0467.an estimated accuracy of +/- 6 seconds.
 ME0467
 ME0467.The orthometric height was determined by differential leveling and
 ME0467.adjusted by the NATIONAL GEODETIC SURVEY
 ME0467.in June 1991.
 ME0467
 ME0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0467.GEOID18 height accuracy estimate available here.
 ME0467
 ME0467.Click photographs - Photos may exist for this station.
 ME0467
 ME0467.The dynamic height is computed by dividing the NAVD 88
 ME0467.geopotential number by the normal gravity value computed on the
 ME0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0467.degrees latitude (g = 980.6199 gals.).
 ME0467
 ME0467.The modeled gravity was interpolated from observed gravity values.
 ME0467
 ME0467;                    North         East    Units  Estimated Accuracy
 ME0467;SPC IN E     -   640,930.       33,300.      MT  (+/- 180 meters Scaled)
 ME0467
 ME0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL454409(NAD 83)
 ME0467
 ME0467                          SUPERSEDED SURVEY CONTROL
 ME0467
 ME0467  NGVD 29 (??/??/92)  232.241  (m)          761.94   (f) ADJ UNCH    2 0
 ME0467
 ME0467.Superseded values are not recommended for survey control.
 ME0467
 ME0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0467.See file dsdata.pdf to determine how the superseded data were derived.
 ME0467
 ME0467_MARKER: DB = BENCH MARK DISK
 ME0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0467_STAMPING: C 131 1946
 ME0467_MARK LOGO: CGS
 ME0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0467+STABILITY: SURFACE MOTION
 ME0467
 ME0467  HISTORY     - Date     Condition        Report By
 ME0467  HISTORY     - 1946     MONUMENTED       CGS
 ME0467
 ME0467                          STATION DESCRIPTION
 ME0467
 ME0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0467'2.8 MI W FROM KEWANNA.
 ME0467'ABOUT 2.85 MILES WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0467'RAILROAD STATION AT KEWANNA, ABOUT 0.4 MILE EAST OF A JUNCTION OF
 ME0467'A ROAD LEADING NORTH, 89 FEET NORTHEAST OF THE NORTHEAST CORNER
 ME0467'OF A WHITE BARN, 42 FEET EAST OF THE CENTER LINE OF A GRAVEL
 ME0467'DRIVEWAY LEADING TO THE BARN, 22 FEET SOUTH OF THE CENTER LINE
 ME0467'OF THE ROAD, 16.5 FEET WEST OF A 30-INCH ASH TREE, 2 FEET WEST
 ME0467'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 ME0467'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0662 ***********************************************************************
 ME0662  DESIGNATION -  C 132
 ME0662  PID         -  ME0662
 ME0662  STATE/COUNTY-  IN/PULASKI
 ME0662  COUNTRY     -  US
 ME0662  USGS QUAD   -  DENHAM (2019)
 ME0662
 ME0662                         *CURRENT SURVEY CONTROL
 ME0662  ______________________________________________________________________
 ME0662* NAD 83(1986) POSITION- 41 08 28.     (N) 086 42 47.     (W)   SCALED
 ME0662* NAVD 88 ORTHO HEIGHT -   215.849 (meters)      708.16  (feet) ADJUSTED
 ME0662  ______________________________________________________________________
 ME0662  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 ME0662  DYNAMIC HEIGHT  -        215.756 (meters)      707.86  (feet) COMP
 ME0662  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 ME0662
 ME0662  VERT ORDER      -  SECOND    CLASS 0
 ME0662
 ME0662.The horizontal coordinates were scaled from a map and have
 ME0662.an estimated accuracy of +/- 6 seconds.
 ME0662
 ME0662.The orthometric height was determined by differential leveling and
 ME0662.adjusted by the NATIONAL GEODETIC SURVEY
 ME0662.in June 1991.
 ME0662
 ME0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0662.GEOID18 height accuracy estimate available here.
 ME0662
 ME0662.Click photographs - Photos may exist for this station.
 ME0662
 ME0662.The dynamic height is computed by dividing the NAVD 88
 ME0662.geopotential number by the normal gravity value computed on the
 ME0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0662.degrees latitude (g = 980.6199 gals.).
 ME0662
 ME0662.The modeled gravity was interpolated from observed gravity values.
 ME0662
 ME0662;                    North         East    Units  Estimated Accuracy
 ME0662;SPC IN W     -   654,300.      931,090.      MT  (+/- 180 meters Scaled)
 ME0662
 ME0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240544(NAD 83)
 ME0662
 ME0662                          SUPERSEDED SURVEY CONTROL
 ME0662
 ME0662  NGVD 29 (??/??/92)  215.959  (m)          708.53   (f) ADJ UNCH    2 0
 ME0662
 ME0662.Superseded values are not recommended for survey control.
 ME0662
 ME0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0662.See file dsdata.pdf to determine how the superseded data were derived.
 ME0662
 ME0662_MARKER: DB = BENCH MARK DISK
 ME0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0662_STAMPING: C 132 1946
 ME0662_MARK LOGO: CGS
 ME0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0662+STABILITY: SURFACE MOTION
 ME0662
 ME0662  HISTORY     - Date     Condition        Report By
 ME0662  HISTORY     - 1946     MONUMENTED       CGS
 ME0662  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0662
 ME0662                          STATION DESCRIPTION
 ME0662
 ME0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0662'0.8 MI S FROM DENHAM.
 ME0662'ABOUT 0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0662'AT DENHAM, ABOUT 0.1 MILE SOUTH OF THE JUNCTION WITH A DIRT
 ME0662'ROAD LEADING WEST, 100 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 ME0662'THE SOUTHEAST CORNER OF A HOUSE, 21 FEET EAST OF THE CENTER LINE
 ME0662'OF THE ROAD, 25 FEET NORTH OF THE CENTER LINE OF A GATE AT A
 ME0662'FIELD ENTRANCE, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE,
 ME0662'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME0662'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ME0662'PROJECTING ABOUT 4 INCHES.
 ME0662
 ME0662                          STATION RECOVERY (2018)
 ME0662
 ME0662'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0662'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0685 ***********************************************************************
 ME0685  DESIGNATION -  C 133
 ME0685  PID         -  ME0685
 ME0685  STATE/COUNTY-  IN/STARKE
 ME0685  COUNTRY     -  US
 ME0685  USGS QUAD   -  KNOX EAST (2019)
 ME0685
 ME0685                         *CURRENT SURVEY CONTROL
 ME0685  ______________________________________________________________________
 ME0685* NAD 83(1986) POSITION- 41 17 16.     (N) 086 37 15.     (W)   SCALED
 ME0685* NAVD 88 ORTHO HEIGHT -   216.872 (meters)      711.52  (feet) ADJUSTED
 ME0685  ______________________________________________________________________
 ME0685  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 ME0685  DYNAMIC HEIGHT  -        216.783 (meters)      711.23  (feet) COMP
 ME0685  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 ME0685
 ME0685  VERT ORDER      -  SECOND    CLASS 0
 ME0685
 ME0685.This mark is at Starke County Airport (OXI)
 ME0685
 ME0685.The horizontal coordinates were scaled from a map and have
 ME0685.an estimated accuracy of +/- 6 seconds.
 ME0685
 ME0685.The orthometric height was determined by differential leveling and
 ME0685.adjusted by the NATIONAL GEODETIC SURVEY
 ME0685.in June 1991.
 ME0685
 ME0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0685.GEOID18 height accuracy estimate available here.
 ME0685
 ME0685.Click photographs - Photos may exist for this station.
 ME0685
 ME0685.The dynamic height is computed by dividing the NAVD 88
 ME0685.geopotential number by the normal gravity value computed on the
 ME0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0685.degrees latitude (g = 980.6199 gals.).
 ME0685
 ME0685.The modeled gravity was interpolated from observed gravity values.
 ME0685
 ME0685;                    North         East    Units  Estimated Accuracy
 ME0685;SPC IN W     -   670,620.      938,740.      MT  (+/- 180 meters Scaled)
 ME0685
 ME0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317707(NAD 83)
 ME0685
 ME0685                          SUPERSEDED SURVEY CONTROL
 ME0685
 ME0685  NGVD 29 (??/??/92)  216.958  (m)          711.80   (f) ADJ UNCH    2 0
 ME0685
 ME0685.Superseded values are not recommended for survey control.
 ME0685
 ME0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0685.See file dsdata.pdf to determine how the superseded data were derived.
 ME0685
 ME0685_MARKER: DB = BENCH MARK DISK
 ME0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0685_STAMPING: C 133 1946
 ME0685_MARK LOGO: CGS
 ME0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0685+STABILITY: SURFACE MOTION
 ME0685
 ME0685  HISTORY     - Date     Condition        Report By
 ME0685  HISTORY     - 1946     MONUMENTED       CGS
 ME0685  HISTORY     - 1957     MARK NOT FOUND   CGS
 ME0685  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0685
 ME0685                          STATION DESCRIPTION
 ME0685
 ME0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0685'AT KNOX.
 ME0685'AT KNOX, AT THE STARKE COUNTY AIRPORT, AT THE NORTH ENTRANCE
 ME0685'TO THE AIRPORT, 175 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 ME0685'35, 42 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST PAVED
 ME0685'STREET, ABOUT 28 YARDS NORTHEAST OF AN 18-INCH HICKORY TREE,
 ME0685'80 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 21 FEET
 ME0685'SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF THE CENTER LINE
 ME0685'OF A GRAVEL ROAD LEADING INTO THE AIRPORT, ABOUT LEVEL WITH THE
 ME0685'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0685'6 INCHES.  NOTE-- IT IS BELIEVED TO HAVE BEEN DESTROYED DURING
 ME0685'THE CONSTRUCTION OF A NEW HOSPITAL NEAR THE SITE OF MARK.
 ME0685
 ME0685                          STATION RECOVERY (1957)
 ME0685
 ME0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 ME0685'MARK NOT FOUND.
 ME0685
 ME0685                          STATION RECOVERY (1988)
 ME0685
 ME0685'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0322 ***********************************************************************
 ME0322  DESIGNATION -  C 134
 ME0322  PID         -  ME0322
 ME0322  STATE/COUNTY-  IN/FULTON
 ME0322  COUNTRY     -  US
 ME0322  USGS QUAD   -  CULVER (2019)
 ME0322
 ME0322                         *CURRENT SURVEY CONTROL
 ME0322  ______________________________________________________________________
 ME0322* NAD 83(1986) POSITION- 41 07 35.     (N) 086 25 04.     (W)   SCALED
 ME0322* NAVD 88 ORTHO HEIGHT -   226.226 (meters)      742.21  (feet) ADJUSTED
 ME0322  ______________________________________________________________________
 ME0322  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 ME0322  DYNAMIC HEIGHT  -        226.134 (meters)      741.91  (feet) COMP
 ME0322  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 ME0322
 ME0322  VERT ORDER      -  SECOND    CLASS 0
 ME0322
 ME0322.The horizontal coordinates were scaled from a map and have
 ME0322.an estimated accuracy of +/- 6 seconds.
 ME0322
 ME0322.The orthometric height was determined by differential leveling and
 ME0322.adjusted by the NATIONAL GEODETIC SURVEY
 ME0322.in June 1991.
 ME0322
 ME0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0322.GEOID18 height accuracy estimate available here.
 ME0322
 ME0322.Click photographs - Photos may exist for this station.
 ME0322
 ME0322.The dynamic height is computed by dividing the NAVD 88
 ME0322.geopotential number by the normal gravity value computed on the
 ME0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0322.degrees latitude (g = 980.6199 gals.).
 ME0322
 ME0322.The modeled gravity was interpolated from observed gravity values.
 ME0322
 ME0322;                    North         East    Units  Estimated Accuracy
 ME0322;SPC IN E     -   652,870.       36,930.      MT  (+/- 180 meters Scaled)
 ME0322
 ME0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL488529(NAD 83)
 ME0322
 ME0322                          SUPERSEDED SURVEY CONTROL
 ME0322
 ME0322  NGVD 29 (??/??/92)  226.349  (m)          742.61   (f) ADJ UNCH    2 0
 ME0322
 ME0322.Superseded values are not recommended for survey control.
 ME0322
 ME0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0322.See file dsdata.pdf to determine how the superseded data were derived.
 ME0322
 ME0322_MARKER: DB = BENCH MARK DISK
 ME0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0322_SP_SET: CULVERT HEADWALL
 ME0322_STAMPING: C 134 1946 742.61
 ME0322_MARK LOGO: CGS
 ME0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0322+STABILITY: SURFACE MOTION
 ME0322
 ME0322  HISTORY     - Date     Condition        Report By
 ME0322  HISTORY     - 1946     MONUMENTED       CGS
 ME0322  HISTORY     - 1969     GOOD             CGS
 ME0322  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0322
 ME0322                          STATION DESCRIPTION
 ME0322
 ME0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME0322'0.8 MI S FROM DELONG.
 ME0322'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0322'STATION AT DELONG, ABOUT 16 1/2 RAILS SOUTH OF THE FIRST WHISTLE
 ME0322'POST SOUTH OF THE CROSSING OF STATE HIGHWAY 17, SET IN THE TOP
 ME0322'OF THE EAST HEADWALL OF A 4-FOOT CONCRETE CULVERT WHERE THE
 ME0322'BALL-GINTHER-SHADEL DITCH CROSSES THE PENN-CENTRAL RAILROAD, 9
 ME0322'FEET EAST OF THE EAST RAIL OF THE TRACK, 1.3 FEET NORTH OF THE
 ME0322'SOUTH END OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 ME0322
 ME0322                          STATION RECOVERY (1992)
 ME0322
 ME0322'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1104 ***********************************************************************
 MD1104  DESIGNATION -  C 135
 MD1104  PID         -  MD1104
 MD1104  STATE/COUNTY-  IN/KOSCIUSKO
 MD1104  COUNTRY     -  US
 MD1104  USGS QUAD   -  PIERCETON (2019)
 MD1104
 MD1104                         *CURRENT SURVEY CONTROL
 MD1104  ______________________________________________________________________
 MD1104* NAD 83(1986) POSITION- 41 10 26.     (N) 085 44 37.     (W)   SCALED
 MD1104* NAVD 88 ORTHO HEIGHT -   271.518 (meters)      890.81  (feet) ADJUSTED
 MD1104  ______________________________________________________________________
 MD1104  GEOID HEIGHT    -        -33.532 (meters)                     GEOID18
 MD1104  DYNAMIC HEIGHT  -        271.402 (meters)      890.42  (feet) COMP
 MD1104  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 MD1104
 MD1104  VERT ORDER      -  SECOND    CLASS 0
 MD1104
 MD1104.The horizontal coordinates were scaled from a map and have
 MD1104.an estimated accuracy of +/- 6 seconds.
 MD1104
 MD1104.The orthometric height was determined by differential leveling and
 MD1104.adjusted by the NATIONAL GEODETIC SURVEY
 MD1104.in June 1991.
 MD1104
 MD1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1104.GEOID18 height accuracy estimate available here.
 MD1104
 MD1104.Click photographs - Photos may exist for this station.
 MD1104
 MD1104.The dynamic height is computed by dividing the NAVD 88
 MD1104.geopotential number by the normal gravity value computed on the
 MD1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1104.degrees latitude (g = 980.6199 gals.).
 MD1104
 MD1104.The modeled gravity was interpolated from observed gravity values.
 MD1104
 MD1104;                    North         East    Units  Estimated Accuracy
 MD1104;SPC IN E     -   657,870.       93,540.      MT  (+/- 180 meters Scaled)
 MD1104
 MD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053588(NAD 83)
 MD1104
 MD1104                          SUPERSEDED SURVEY CONTROL
 MD1104
 MD1104  NGVD 29 (??/??/92)  271.641  (m)          891.21   (f) ADJ UNCH    2 0
 MD1104
 MD1104.Superseded values are not recommended for survey control.
 MD1104
 MD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1104.See file dsdata.pdf to determine how the superseded data were derived.
 MD1104
 MD1104_MARKER: DB = BENCH MARK DISK
 MD1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1104_STAMPING: C 135 1946
 MD1104_MARK LOGO: CGS
 MD1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1104+STABILITY: SURFACE MOTION
 MD1104
 MD1104  HISTORY     - Date     Condition        Report By
 MD1104  HISTORY     - 1946     MONUMENTED       CGS
 MD1104  HISTORY     - 1990     GOOD             USPSQD
 MD1104
 MD1104                          STATION DESCRIPTION
 MD1104
 MD1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1104'4.2 MI SW FROM PIERCETON.
 MD1104'TO REACH THIS MARK FROM THE POST OFFICE AT PIERCETON FOLLOW A
 MD1104'BITUMINOUS PAVED ROAD WEST ABOUT 0.3 MILE, CONTINUE WEST ALONG
 MD1104'A CONCRETE PAVED ROAD FOR ABOUT 1.9 MILE TO A CROSS ROAD, TURN
 MD1104'SOUTH ALONG A GRAVEL ROAD AND CONTINUE FOR 1.0 MILE TO A T
 MD1104'JUNCTION WITH AN EAST-WEST GRAVEL ROAD, THENCE EAST FOR 0.2
 MD1104'MILE AND SOUTH FOR 0.8 MILE ALONG GRAVEL ROADS.  THE BENCH MARK
 MD1104'IS ABOUT 0.4 MILE NORTH OF THE JUNCTION WITH A GRAVEL ROAD
 MD1104'LEADING WEST, AT THE JUNCTION WITH A PRIVATE ROAD LEADING WEST
 MD1104'TO THE W. WERRE FARM, 28 FEET NORTH OF THE CENTER LINE OF THE
 MD1104'PRIVATE ROAD, 33 FEET NORTHEAST OF A 12-INCH ASH TREE, 21 FEET
 MD1104'SOUTHEAST OF A 36-INCH OAK TREE, 22 FEET WEST OF THE CENTER
 MD1104'LINE OF THE MAIN ROAD, 16 FEET NORTH OF A FENCE CORNER, 1 FOOT
 MD1104'WEST OF THE WEST RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE
 MD1104'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1104'4 INCHES.  TO REACH THIS MARK FROM THE SCHOOL BUILDING AT SIDNEY,
 MD1104'GO NORTH ALONG STATE HIGHWAY 13 FOR 4.35 MILES TO THE JUNCTION
 MD1104'WITH A GRAVEL ROAD LEADING WEST AND A RIGHT-ANGLE TURN IN THE
 MD1104'HIGHWAY, TURN WEST ALONG THE GRAVEL ROAD AND CONTINUE 0.25
 MD1104'MILE TO THE JUNCTION WITH A ROAD NORTH, THENCE NORTH ALONG THIS ROAD
 MD1104'FOR 0.9 MILE TO THE SITE OF THE BENCH MARK.
 MD1104
 MD1104                          STATION RECOVERY (1990)
 MD1104
 MD1104'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEW)
 MD1104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1208 ***********************************************************************
 LB1208  DESIGNATION -  C 136 RESET
 LB1208  PID         -  LB1208
 LB1208  STATE/COUNTY-  IN/WHITE
 LB1208  COUNTRY     -  US
 LB1208  USGS QUAD   -  ROUND GROVE (2019)
 LB1208
 LB1208                         *CURRENT SURVEY CONTROL
 LB1208  ______________________________________________________________________
 LB1208* NAD 83(1986) POSITION- 40 35 36.     (N) 087 01 48.     (W)   SCALED
 LB1208* NAVD 88 ORTHO HEIGHT -   224.02  (meters)      735.0   (feet) RESET
 LB1208  ______________________________________________________________________
 LB1208  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 LB1208  VERT ORDER      -  THIRD
 LB1208
 LB1208.The horizontal coordinates were scaled from a map and have
 LB1208.an estimated accuracy of +/- 6 seconds.
 LB1208
 LB1208.The orthometric height was computed from unverified reset data.
 LB1208
 LB1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1208.GEOID18 height accuracy estimate available here.
 LB1208
 LB1208.Click photographs - Photos may exist for this station.
 LB1208
 LB1208;                    North         East    Units  Estimated Accuracy
 LB1208;SPC IN W     -   593,400.      904,520.      MT  (+/- 180 meters Scaled)
 LB1208
 LB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974936(NAD 83)
 LB1208
 LB1208                          SUPERSEDED SURVEY CONTROL
 LB1208
 LB1208  NGVD 29 (??/??/??)  224.10   (m)          735.2    (f) RESET       3  
 LB1208
 LB1208.Superseded values are not recommended for survey control.
 LB1208
 LB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1208.See file dsdata.pdf to determine how the superseded data were derived.
 LB1208
 LB1208_MARKER: DB = BENCH MARK DISK
 LB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1208_STAMPING: C 136 RESET 1962
 LB1208_MARK LOGO: CGS
 LB1208_PROJECTION: PROJECTING 46 CENTIMETERS
 LB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1208+STABILITY: SURFACE MOTION
 LB1208
 LB1208  HISTORY     - Date     Condition        Report By
 LB1208  HISTORY     - 1962     MONUMENTED       INHD
 LB1208  HISTORY     - 20120626 GOOD             GEOCAC
 LB1208
 LB1208                          STATION DESCRIPTION
 LB1208
 LB1208'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1962
 LB1208'8.4 MI N FROM MONTMORENCIE.
 LB1208'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1208'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCIE, ABOUT
 LB1208'0.9 MILE SOUTH OF THE INTERSECTION WITH STATE HIGHWAY 18, ABOUT
 LB1208'0.25 MILES NORTH OF THE ELEVATOR AT ROUND GROVE, ABOUT 20 FEET
 LB1208'SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST END OF A CORRUGATED
 LB1208'METAL ARCH, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LB1208'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 10 IN BY
 LB1208'10 IN CONCRETE POST PROTRUDING 18 IN OUT OF THE GROUND.
 LB1208
 LB1208                          STATION RECOVERY (2012)
 LB1208
 LB1208'RECOVERY NOTE BY GEOCACHING 2012 (BPS)
 LB1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1230 ***********************************************************************
 ME1230  DESIGNATION -  C 138
 ME1230  PID         -  ME1230
 ME1230  STATE/COUNTY-  IN/LAKE
 ME1230  COUNTRY     -  US
 ME1230  USGS QUAD   -  SAINT JOHN (2019)
 ME1230
 ME1230                         *CURRENT SURVEY CONTROL
 ME1230  ______________________________________________________________________
 ME1230* NAD 83(1986) POSITION- 41 22 36.     (N) 087 22 59.     (W)   SCALED
 ME1230* NAVD 88 ORTHO HEIGHT -   214.495 (meters)      703.72  (feet) ADJUSTED
 ME1230  ______________________________________________________________________
 ME1230  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 ME1230  DYNAMIC HEIGHT  -        214.407 (meters)      703.43  (feet) COMP
 ME1230  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 ME1230
 ME1230  VERT ORDER      -  SECOND    CLASS 0
 ME1230
 ME1230.The horizontal coordinates were scaled from a map and have
 ME1230.an estimated accuracy of +/- 6 seconds.
 ME1230
 ME1230.The orthometric height was determined by differential leveling and
 ME1230.adjusted by the NATIONAL GEODETIC SURVEY
 ME1230.in June 1991.
 ME1230
 ME1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1230.GEOID18 height accuracy estimate available here.
 ME1230
 ME1230.Click photographs - Photos may exist for this station.
 ME1230
 ME1230.The dynamic height is computed by dividing the NAVD 88
 ME1230.geopotential number by the normal gravity value computed on the
 ME1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1230.degrees latitude (g = 980.6199 gals.).
 ME1230
 ME1230.The modeled gravity was interpolated from observed gravity values.
 ME1230
 ME1230;                    North         East    Units  Estimated Accuracy
 ME1230;SPC IN W     -   680,430.      874,930.      MT  (+/- 180 meters Scaled)
 ME1230
 ME1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679806(NAD 83)
 ME1230
 ME1230                          SUPERSEDED SURVEY CONTROL
 ME1230
 ME1230  NGVD 29 (??/??/92)  214.581  (m)          704.00   (f) ADJ UNCH    2 0
 ME1230
 ME1230.Superseded values are not recommended for survey control.
 ME1230
 ME1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1230.See file dsdata.pdf to determine how the superseded data were derived.
 ME1230
 ME1230_MARKER: DB = BENCH MARK DISK
 ME1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1230_STAMPING: C 138 1946
 ME1230_MARK LOGO: CGS
 ME1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1230+STABILITY: SURFACE MOTION
 ME1230
 ME1230  HISTORY     - Date     Condition        Report By
 ME1230  HISTORY     - 1946     MONUMENTED       CGS
 ME1230  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1230
 ME1230                          STATION DESCRIPTION
 ME1230
 ME1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1230'2 MI E FROM CEDAR LAKE.
 ME1230'ABOUT 2.0 MILES EAST ALONG A PAVED ROAD FROM THE COLEMAN HOTEL
 ME1230'AT CEDAR LAKE, ABOUT 0.45 MILE EAST OF THE INTERSECTION OF A
 ME1230'NORTH-SOUTH PAVED ROAD, AT J. OBZALKAS FARM, 76 FEET SOUTHWEST
 ME1230'OF THE SOUTHWEST CORNER OF THE HOUSE, 18 FEET NORTH OF THE CENTER
 ME1230'LINE OF THE ROAD, 4.5 FEET EAST OF POWER POLE NO. 359/054, 2 FEET
 ME1230'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD, AND
 ME1230'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1230
 ME1230                          STATION RECOVERY (1990)
 ME1230
 ME1230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1276 ***********************************************************************
 ME1276  DESIGNATION -  C 139
 ME1276  PID         -  ME1276
 ME1276  STATE/COUNTY-  IN/LAKE
 ME1276  COUNTRY     -  US
 ME1276  USGS QUAD   -  LEROY (2019)
 ME1276
 ME1276                         *CURRENT SURVEY CONTROL
 ME1276  ______________________________________________________________________
 ME1276* NAD 83(1986) POSITION- 41 17 22.     (N) 087 18 20.     (W)   SCALED
 ME1276* NAVD 88 ORTHO HEIGHT -   202.356 (meters)      663.90  (feet) ADJUSTED
 ME1276  ______________________________________________________________________
 ME1276  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 ME1276  DYNAMIC HEIGHT  -        202.271 (meters)      663.62  (feet) COMP
 ME1276  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 ME1276
 ME1276  VERT ORDER      -  SECOND    CLASS 0
 ME1276
 ME1276.The horizontal coordinates were scaled from a map and have
 ME1276.an estimated accuracy of +/- 6 seconds.
 ME1276
 ME1276.The orthometric height was determined by differential leveling and
 ME1276.adjusted by the NATIONAL GEODETIC SURVEY
 ME1276.in June 1991.
 ME1276
 ME1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1276.GEOID18 height accuracy estimate available here.
 ME1276
 ME1276.Click photographs - Photos may exist for this station.
 ME1276
 ME1276.The dynamic height is computed by dividing the NAVD 88
 ME1276.geopotential number by the normal gravity value computed on the
 ME1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1276.degrees latitude (g = 980.6199 gals.).
 ME1276
 ME1276.The modeled gravity was interpolated from observed gravity values.
 ME1276
 ME1276;                    North         East    Units  Estimated Accuracy
 ME1276;SPC IN W     -   670,730.      881,390.      MT  (+/- 180 meters Scaled)
 ME1276
 ME1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL744709(NAD 83)
 ME1276
 ME1276                          SUPERSEDED SURVEY CONTROL
 ME1276
 ME1276  NGVD 29 (??/??/92)  202.444  (m)          664.19   (f) ADJ UNCH    2 0
 ME1276
 ME1276.Superseded values are not recommended for survey control.
 ME1276
 ME1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1276.See file dsdata.pdf to determine how the superseded data were derived.
 ME1276
 ME1276_MARKER: DB = BENCH MARK DISK
 ME1276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1276_SP_SET: CULVERT HEADWALL
 ME1276_STAMPING: C 139 1946
 ME1276_MARK LOGO: CGS
 ME1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1276+STABILITY: SURFACE MOTION
 ME1276
 ME1276  HISTORY     - Date     Condition        Report By
 ME1276  HISTORY     - 1946     MONUMENTED       CGS
 ME1276  HISTORY     - 20131029 MARK NOT FOUND   INDOT
 ME1276
 ME1276                          STATION DESCRIPTION
 ME1276
 ME1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1276'2.5 MI E FROM ORCHARD GROVE.
 ME1276'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 ME1276'STATE HIGHWAY 55 AT ORCHARD GROVE, 0.5 MILE EAST OF A CROSS ROAD,
 ME1276'ABOUT 75 YARDS WEST OF A DRIVE WAY LEADING NORTH TO A WHITE TWO
 ME1276'STORY HOUSE, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 ME1276'HEAD WALL OF A 16 INCH PIPE CULVERT, 22 FEET NORTH OF THE CENTER
 ME1276'LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF POWER POLE NO. 362/791,
 ME1276'1 FOOT EAST OF THE WEST END OF HEAD WALL, ABOUT 2 FEET BELOW THE
 ME1276'HIGHWAY, AND SET IN A DRILL HOLE.
 ME1276
 ME1276                          STATION RECOVERY (2013)
 ME1276
 ME1276'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1276'THIS BENCH MARK DESTROYED BY NEW INTERCHANGE MODIFICATION AT SR 2 AND
 ME1276'I 65
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1657 ***********************************************************************
 LA1657  DESIGNATION -  C 14
 LA1657  PID         -  LA1657
 LA1657  STATE/COUNTY-  IN/WABASH
 LA1657  COUNTRY     -  US
 LA1657  USGS QUAD   -  WABASH (2019)
 LA1657
 LA1657                         *CURRENT SURVEY CONTROL
 LA1657  ______________________________________________________________________
 LA1657* NAD 83(1986) POSITION- 40 49 10.     (N) 085 46 33.     (W)   SCALED
 LA1657* NAVD 88 ORTHO HEIGHT -   204.137 (meters)      669.74  (feet) ADJUSTED
 LA1657  ______________________________________________________________________
 LA1657  GEOID HEIGHT    -        -34.207 (meters)                     GEOID18
 LA1657  DYNAMIC HEIGHT  -        204.040 (meters)      669.42  (feet) COMP
 LA1657  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 LA1657
 LA1657  VERT ORDER      -  FIRST     CLASS II
 LA1657
 LA1657.The horizontal coordinates were scaled from a map and have
 LA1657.an estimated accuracy of +/- 6 seconds.
 LA1657
 LA1657.The orthometric height was determined by differential leveling and
 LA1657.adjusted by the NATIONAL GEODETIC SURVEY
 LA1657.in June 1991.
 LA1657
 LA1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1657.GEOID18 height accuracy estimate available here.
 LA1657
 LA1657.Click photographs - Photos may exist for this station.
 LA1657
 LA1657.The dynamic height is computed by dividing the NAVD 88
 LA1657.geopotential number by the normal gravity value computed on the
 LA1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1657.degrees latitude (g = 980.6199 gals.).
 LA1657
 LA1657.The modeled gravity was interpolated from observed gravity values.
 LA1657
 LA1657;                    North         East    Units  Estimated Accuracy
 LA1657;SPC IN E     -   618,510.       90,790.      MT  (+/- 180 meters Scaled)
 LA1657
 LA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL032194(NAD 83)
 LA1657
 LA1657                          SUPERSEDED SURVEY CONTROL
 LA1657
 LA1657  NGVD 29 (??/??/92)  204.267  (m)          670.17   (f) ADJ UNCH    1 2
 LA1657
 LA1657.Superseded values are not recommended for survey control.
 LA1657
 LA1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1657.See file dsdata.pdf to determine how the superseded data were derived.
 LA1657
 LA1657_MARKER: DB = BENCH MARK DISK
 LA1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1657_STAMPING: C 14 1930
 LA1657_MARK LOGO: CGS
 LA1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1657+STABILITY: SURFACE MOTION
 LA1657
 LA1657  HISTORY     - Date     Condition        Report By
 LA1657  HISTORY     - 1930     MONUMENTED       CGS
 LA1657  HISTORY     - 1946     GOOD             CGS
 LA1657
 LA1657                          STATION DESCRIPTION
 LA1657
 LA1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1657'3 MI E FROM WABASH.
 LA1657'3.0 MILES EAST ALONG THE ABANDONED INDIANA SERVICE CORP.
 LA1657'INTERURBAN LINE FROM WABASH, WABASH COUNTY, SOUTH OF A LARGE
 LA1657'WHITE FARM-HOUSE, 51 FEET EAST OF THE EAST END OF A CULVERT
 LA1657'NORTH OF POLE L 1342, 10 FEET NORTH OF THE CENTERLINE OF THE
 LA1657'ABANDONED TRACK BED, AND 13 FEET SOUTH OF THE CENTERLINE OF
 LA1657'A PRIVATE ROAD.  A STANDARD DISK, STAMPED C 14 1930 AND SET
 LA1657'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0589 ***********************************************************************
 ME0589  DESIGNATION -  C 143
 ME0589  PID         -  ME0589
 ME0589  STATE/COUNTY-  IN/LA PORTE
 ME0589  COUNTRY     -  US
 ME0589  USGS QUAD   -  LA CROSSE (2019)
 ME0589
 ME0589                         *CURRENT SURVEY CONTROL
 ME0589  ______________________________________________________________________
 ME0589* NAD 83(1986) POSITION- 41 19 54.59   (N) 086 53 29.56   (W)   HD_HELD1
 ME0589* NAVD 88 ORTHO HEIGHT -   207.780 (meters)      681.69  (feet) ADJUSTED
 ME0589  ______________________________________________________________________
 ME0589  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME0589  DYNAMIC HEIGHT  -        207.694 (meters)      681.41  (feet) COMP
 ME0589  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 ME0589
 ME0589  VERT ORDER      -  SECOND    CLASS 0
 ME0589
 ME0589.The horizontal coordinates were determined by differentially corrected
 ME0589.hand held GPS observations or other comparable positioning techniques
 ME0589.and have an estimated accuracy of +/- 3 meters.
 ME0589
 ME0589.The orthometric height was determined by differential leveling and
 ME0589.adjusted by the NATIONAL GEODETIC SURVEY
 ME0589.in June 1991.
 ME0589
 ME0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0589.GEOID18 height accuracy estimate available here.
 ME0589
 ME0589.Click photographs - Photos may exist for this station.
 ME0589
 ME0589.The dynamic height is computed by dividing the NAVD 88
 ME0589.geopotential number by the normal gravity value computed on the
 ME0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0589.degrees latitude (g = 980.6199 gals.).
 ME0589
 ME0589.The modeled gravity was interpolated from observed gravity values.
 ME0589
 ME0589;                    North         East    Units  Estimated Accuracy
 ME0589;SPC IN W     -   675,426.9     916,054.5     MT  (+/- 3 meters HH1 GPS) 
 ME0589
 ME0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0907575600(NAD 83)
 ME0589
 ME0589                          SUPERSEDED SURVEY CONTROL
 ME0589
 ME0589  NGVD 29 (??/??/92)  207.859  (m)          681.95   (f) ADJ UNCH    2 0
 ME0589
 ME0589.Superseded values are not recommended for survey control.
 ME0589
 ME0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0589.See file dsdata.pdf to determine how the superseded data were derived.
 ME0589
 ME0589_MARKER: DB = BENCH MARK DISK
 ME0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0589_STAMPING: C 143 1946
 ME0589_MARK LOGO: CGS
 ME0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0589+STABILITY: SURFACE MOTION
 ME0589
 ME0589  HISTORY     - Date     Condition        Report By
 ME0589  HISTORY     - 1946     MONUMENTED       CGS
 ME0589  HISTORY     - 1988     GOOD             USPSQD
 ME0589  HISTORY     - 20071103 GOOD             GEOCAC
 ME0589
 ME0589                          STATION DESCRIPTION
 ME0589
 ME0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0589'1 MI N FROM LA CROSSE.
 ME0589'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0589'OF STATE HIGHWAY 8 AT LA CROSSE, ABOUT 0.6 MILE NORTH OF THE
 ME0589'LA CROSSE CITY LIMIT SIGN, AT THE JUNCTION OF A ROAD LEADING
 ME0589'EAST, AND AT THE SOUTHEAST CORNER OF E. BEECHERS FRONT YARD, 63
 ME0589'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET
 ME0589'NORTH OF POWER POLE NO. 408/999, 28 FEET WEST OF THE CENTER
 ME0589'LINE OF THE HIGHWAY, ABOUT 10 FEET SOUTH OF THE PROLONGED CENTER
 ME0589'LINE OF THE ROAD EAST, 1.5 FOOT EAST OF THE YARD CORNER FENCE
 ME0589'POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5
 ME0589'FOOT ABOVE THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST
 ME0589'PROJECTING 6 INCHES.
 ME0589
 ME0589                          STATION RECOVERY (1988)
 ME0589
 ME0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0589'RECOVERED IN GOOD CONDITION.
 ME0589
 ME0589                          STATION RECOVERY (2007)
 ME0589
 ME0589'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0385 ***********************************************************************
 ME0385  DESIGNATION -  C 144
 ME0385  PID         -  ME0385
 ME0385  STATE/COUNTY-  IN/FULTON
 ME0385  COUNTRY     -  US
 ME0385  USGS QUAD   -  ROCHESTER (2019)
 ME0385
 ME0385                         *CURRENT SURVEY CONTROL
 ME0385  ______________________________________________________________________
 ME0385* NAD 83(1986) POSITION- 41 05 27.     (N) 086 12 53.     (W)   SCALED
 ME0385* NAVD 88 ORTHO HEIGHT -   234.014 (meters)      767.76  (feet) ADJUSTED
 ME0385  ______________________________________________________________________
 ME0385  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 ME0385  DYNAMIC HEIGHT  -        233.913 (meters)      767.43  (feet) COMP
 ME0385  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 ME0385
 ME0385  VERT ORDER      -  SECOND    CLASS 0
 ME0385
 ME0385.The horizontal coordinates were scaled from a map and have
 ME0385.an estimated accuracy of +/- 6 seconds.
 ME0385
 ME0385.The orthometric height was determined by differential leveling and
 ME0385.adjusted by the NATIONAL GEODETIC SURVEY
 ME0385.in June 1991.
 ME0385
 ME0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0385.GEOID18 height accuracy estimate available here.
 ME0385
 ME0385.Click photographs - Photos may exist for this station.
 ME0385
 ME0385.The dynamic height is computed by dividing the NAVD 88
 ME0385.geopotential number by the normal gravity value computed on the
 ME0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0385.degrees latitude (g = 980.6199 gals.).
 ME0385
 ME0385.The modeled gravity was interpolated from observed gravity values.
 ME0385
 ME0385;                    North         East    Units  Estimated Accuracy
 ME0385;SPC IN E     -   648,790.       53,950.      MT  (+/- 180 meters Scaled)
 ME0385
 ME0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL659491(NAD 83)
 ME0385
 ME0385                          SUPERSEDED SURVEY CONTROL
 ME0385
 ME0385  NGVD 29 (??/??/92)  234.136  (m)          768.16   (f) ADJ UNCH    2 0
 ME0385
 ME0385.Superseded values are not recommended for survey control.
 ME0385
 ME0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0385.See file dsdata.pdf to determine how the superseded data were derived.
 ME0385
 ME0385_MARKER: DB = BENCH MARK DISK
 ME0385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0385_SP_SET: CULVERT HEADWALL
 ME0385_STAMPING: C 144 1946
 ME0385_MARK LOGO: CGS
 ME0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0385+STABILITY: SURFACE MOTION
 ME0385
 ME0385  HISTORY     - Date     Condition        Report By
 ME0385  HISTORY     - 1946     MONUMENTED       CGS
 ME0385  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0385  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 ME0385  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0385
 ME0385                          STATION DESCRIPTION
 ME0385
 ME0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0385'1.8 MI N FROM ROCHESTER.
 ME0385'ABOUT 1.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE COUNTY
 ME0385'COURT HOUSE AT ROCHESTER, AT THE JUNCTION WITH A GRAVEL ROAD
 ME0385'LEADING WEST, ABOUT 150 YARDS SOUTH OF A TWO-STORY WHITE FARM
 ME0385'HOUSE ON THE EAST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE
 ME0385'SOUTH END OF THE EAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT
 ME0385'UNDER THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ME0385'1.0 FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT 0.5
 ME0385'FOOT BELOW HIGHWAY LEVEL.
 ME0385
 ME0385                          STATION RECOVERY (1990)
 ME0385
 ME0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0385'MARK NOT FOUND.
 ME0385
 ME0385                          STATION RECOVERY (1992)
 ME0385
 ME0385'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 ME0385'MARK NOT FOUND.
 ME0385
 ME0385                          STATION RECOVERY (2011)
 ME0385
 ME0385'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0385'NEW STRUCTURE AT THIS LOCATION AND MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1265 ***********************************************************************
 MD1265  DESIGNATION -  C 145
 MD1265  PID         -  MD1265
 MD1265  STATE/COUNTY-  IN/KOSCIUSKO
 MD1265  COUNTRY     -  US
 MD1265  USGS QUAD   -  ATWOOD (2019)
 MD1265
 MD1265                         *CURRENT SURVEY CONTROL
 MD1265  ______________________________________________________________________
 MD1265* NAD 83(1986) POSITION- 41 15 35.     (N) 085 58 36.     (W)   SCALED
 MD1265* NAVD 88 ORTHO HEIGHT -   251.531 (meters)      825.23  (feet) ADJUSTED
 MD1265  ______________________________________________________________________
 MD1265  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 MD1265  DYNAMIC HEIGHT  -        251.426 (meters)      824.89  (feet) COMP
 MD1265  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MD1265
 MD1265  VERT ORDER      -  FIRST     CLASS I
 MD1265
 MD1265.The horizontal coordinates were scaled from a map and have
 MD1265.an estimated accuracy of +/- 6 seconds.
 MD1265
 MD1265.The orthometric height was determined by differential leveling and
 MD1265.adjusted by the NATIONAL GEODETIC SURVEY
 MD1265.in June 1991.
 MD1265
 MD1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1265.GEOID18 height accuracy estimate available here.
 MD1265
 MD1265.Click photographs - Photos may exist for this station.
 MD1265
 MD1265.The dynamic height is computed by dividing the NAVD 88
 MD1265.geopotential number by the normal gravity value computed on the
 MD1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1265.degrees latitude (g = 980.6199 gals.).
 MD1265
 MD1265.The modeled gravity was interpolated from observed gravity values.
 MD1265
 MD1265;                    North         East    Units  Estimated Accuracy
 MD1265;SPC IN E     -   667,450.       74,020.      MT  (+/- 180 meters Scaled)
 MD1265
 MD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL857680(NAD 83)
 MD1265
 MD1265                          SUPERSEDED SURVEY CONTROL
 MD1265
 MD1265  NGVD 29 (01/19/93)  251.660  (m)          825.65   (f) ADJUSTED    1 1
 MD1265  NGVD 29 (??/??/92)  251.660  (m)          825.65   (f) SUPERSEDED  1 1
 MD1265
 MD1265.Superseded values are not recommended for survey control.
 MD1265
 MD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1265.See file dsdata.pdf to determine how the superseded data were derived.
 MD1265
 MD1265_MARKER: DB = BENCH MARK DISK
 MD1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1265_STAMPING: C 145 1946
 MD1265_MARK LOGO: CGS
 MD1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1265+STABILITY: SURFACE MOTION
 MD1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1265+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1265
 MD1265  HISTORY     - Date     Condition        Report By
 MD1265  HISTORY     - 1946     MONUMENTED       CGS
 MD1265  HISTORY     - 1968     GOOD             CGS
 MD1265  HISTORY     - 19920909 GOOD             NGS
 MD1265
 MD1265                          STATION DESCRIPTION
 MD1265
 MD1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1265'AT ATWOOD.
 MD1265'AT ATWOOD, 51 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 MD1265'HARRISON STREET AND THE EASTBOUND TRACK OF THE PENN CENTRAL
 MD1265'RAILROAD, 29.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MD1265'EASTBOUND TRACK, 27 FEET SOUTHEAST OF THE CENTER LINE OF HARRISON
 MD1265'STREET, 4 1/2 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.1 FEET
 MD1265'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 MD1265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD1265'THE LEVEL OF THE GROUND.  SEC 5, T 32N, R 5E.
 MD1265
 MD1265                          STATION RECOVERY (1992)
 MD1265
 MD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1265'10.6 KM (6.60 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1265'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 9.0 M
 MD1265'(29.5 FT) SOUTH OF THE NEAR RAIL, 8.5 M (27.9 FT) EAST OF AND LEVEL
 MD1265'WITH THE CENTER OF HARRISON STREET, 1.2 M (3.9 FT) EAST OF A UTILITY
 MD1265'POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 MD1265'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0949 ***********************************************************************
 LB0949  DESIGNATION -  C 146
 LB0949  PID         -  LB0949
 LB0949  STATE/COUNTY-  IN/CARROLL
 LB0949  COUNTRY     -  US
 LB0949  USGS QUAD   -  BURROWS (2019)
 LB0949
 LB0949                         *CURRENT SURVEY CONTROL
 LB0949  ______________________________________________________________________
 LB0949* NAD 83(1986) POSITION- 40 41 33.     (N) 086 34 12.     (W)   SCALED
 LB0949* NAVD 88 ORTHO HEIGHT -   173.675 (meters)      569.80  (feet) ADJUSTED
 LB0949  ______________________________________________________________________
 LB0949  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0949  DYNAMIC HEIGHT  -        173.593 (meters)      569.53  (feet) COMP
 LB0949  MODELED GRAVITY -    980,152.0   (mgal)                       NAVD 88
 LB0949
 LB0949  VERT ORDER      -  SECOND    CLASS 0
 LB0949
 LB0949.The horizontal coordinates were scaled from a map and have
 LB0949.an estimated accuracy of +/- 6 seconds.
 LB0949
 LB0949.The orthometric height was determined by differential leveling and
 LB0949.adjusted by the NATIONAL GEODETIC SURVEY
 LB0949.in June 1991.
 LB0949
 LB0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0949.GEOID18 height accuracy estimate available here.
 LB0949
 LB0949.Click photographs - Photos may exist for this station.
 LB0949
 LB0949.The dynamic height is computed by dividing the NAVD 88
 LB0949.geopotential number by the normal gravity value computed on the
 LB0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0949.degrees latitude (g = 980.6199 gals.).
 LB0949
 LB0949.The modeled gravity was interpolated from observed gravity values.
 LB0949
 LB0949;                    North         East    Units  Estimated Accuracy
 LB0949;SPC IN W     -   604,540.      943,390.      MT  (+/- 180 meters Scaled)
 LB0949
 LB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL363047(NAD 83)
 LB0949
 LB0949                          SUPERSEDED SURVEY CONTROL
 LB0949
 LB0949  NGVD 29 (??/??/92)  173.786  (m)          570.16   (f) ADJ UNCH    2 0
 LB0949
 LB0949.Superseded values are not recommended for survey control.
 LB0949
 LB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0949.See file dsdata.pdf to determine how the superseded data were derived.
 LB0949
 LB0949_MARKER: DB = BENCH MARK DISK
 LB0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0949_SP_SET: BRIDGE WINGWALL
 LB0949_STAMPING: C 146 1946
 LB0949_MARK LOGO: CGS
 LB0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0949
 LB0949  HISTORY     - Date     Condition        Report By
 LB0949  HISTORY     - 1946     MONUMENTED       CGS
 LB0949
 LB0949                          STATION DESCRIPTION
 LB0949
 LB0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0949'AT LOCKPORT.
 LB0949'AT LOCKPORT, ABOUT 0.6 MILE SOUTH OF THE CROSS ROADS, SET IN
 LB0949'THE TOP OF THE SOUTHEAST WINGWALL OF A LARGE CONCRETE BRIDGE OVER
 LB0949'THE WABASH RIVER, 14 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 LB0949'ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED C 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0981 ***********************************************************************
 LB0981  DESIGNATION -  C 147
 LB0981  PID         -  LB0981
 LB0981  STATE/COUNTY-  IN/WHITE
 LB0981  COUNTRY     -  US
 LB0981  USGS QUAD   -  BROOKSTON (2019)
 LB0981
 LB0981                         *CURRENT SURVEY CONTROL
 LB0981  ______________________________________________________________________
 LB0981* NAD 83(1986) POSITION- 40 36 08.     (N) 086 48 41.     (W)   SCALED
 LB0981* NAVD 88 ORTHO HEIGHT -   201.867 (meters)      662.29  (feet) ADJUSTED
 LB0981  ______________________________________________________________________
 LB0981  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 LB0981  DYNAMIC HEIGHT  -        201.770 (meters)      661.97  (feet) COMP
 LB0981  MODELED GRAVITY -    980,142.3   (mgal)                       NAVD 88
 LB0981
 LB0981  VERT ORDER      -  SECOND    CLASS 0
 LB0981
 LB0981.The horizontal coordinates were scaled from a map and have
 LB0981.an estimated accuracy of +/- 6 seconds.
 LB0981
 LB0981.The orthometric height was determined by differential leveling and
 LB0981.adjusted by the NATIONAL GEODETIC SURVEY
 LB0981.in June 1991.
 LB0981
 LB0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0981.GEOID18 height accuracy estimate available here.
 LB0981
 LB0981.Click photographs - Photos may exist for this station.
 LB0981
 LB0981.The dynamic height is computed by dividing the NAVD 88
 LB0981.geopotential number by the normal gravity value computed on the
 LB0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0981.degrees latitude (g = 980.6199 gals.).
 LB0981
 LB0981.The modeled gravity was interpolated from observed gravity values.
 LB0981
 LB0981;                    North         East    Units  Estimated Accuracy
 LB0981;SPC IN W     -   594,420.      923,020.      MT  (+/- 180 meters Scaled)
 LB0981
 LB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK159946(NAD 83)
 LB0981
 LB0981                          SUPERSEDED SURVEY CONTROL
 LB0981
 LB0981  NGVD 29 (??/??/92)  201.966  (m)          662.62   (f) ADJ UNCH    2 0
 LB0981
 LB0981.Superseded values are not recommended for survey control.
 LB0981
 LB0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0981.See file dsdata.pdf to determine how the superseded data were derived.
 LB0981
 LB0981_MARKER: DB = BENCH MARK DISK
 LB0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0981_STAMPING: C 147 1946
 LB0981_MARK LOGO: CGS
 LB0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0981+STABILITY: SURFACE MOTION
 LB0981
 LB0981  HISTORY     - Date     Condition        Report By
 LB0981  HISTORY     - 1946     MONUMENTED       CGS
 LB0981  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB0981
 LB0981                          STATION DESCRIPTION
 LB0981
 LB0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0981'2.9 MI E FROM BROOKSTON.
 LB0981'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LB0981'AT BROOKSTON, IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH CROSS
 LB0981'ROAD INTERSECTION, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0981'38 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 10 FEET
 LB0981'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE AND
 LB0981'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY LEVEL.  A STANDARD DISK,
 LB0981'STAMPED C 147 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0981'5 INCHES ABOVE GROUND.
 LB0981
 LB0981                          STATION RECOVERY (2009)
 LB0981
 LB0981'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0981'MARK NOT FOUND (DISK GONE) FOUND POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0762 ***********************************************************************
 ME0762  DESIGNATION -  C 149
 ME0762  PID         -  ME0762
 ME0762  STATE/COUNTY-  IN/LA PORTE
 ME0762  COUNTRY     -  US
 ME0762  USGS QUAD   -  WESTVILLE (2019)
 ME0762
 ME0762                         *CURRENT SURVEY CONTROL
 ME0762  ______________________________________________________________________
 ME0762* NAD 83(1986) POSITION- 41 33 47.     (N) 086 53 47.     (W)   SCALED
 ME0762* NAVD 88 ORTHO HEIGHT -   251.973 (meters)      826.68  (feet) ADJUSTED
 ME0762  ______________________________________________________________________
 ME0762  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME0762  DYNAMIC HEIGHT  -        251.876 (meters)      826.36  (feet) COMP
 ME0762  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 ME0762
 ME0762  VERT ORDER      -  SECOND    CLASS 0
 ME0762
 ME0762.The horizontal coordinates were scaled from a map and have
 ME0762.an estimated accuracy of +/- 6 seconds.
 ME0762
 ME0762.The orthometric height was determined by differential leveling and
 ME0762.adjusted by the NATIONAL GEODETIC SURVEY
 ME0762.in June 1991.
 ME0762
 ME0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0762.GEOID18 height accuracy estimate available here.
 ME0762
 ME0762.Click photographs - Photos may exist for this station.
 ME0762
 ME0762.The dynamic height is computed by dividing the NAVD 88
 ME0762.geopotential number by the normal gravity value computed on the
 ME0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0762.degrees latitude (g = 980.6199 gals.).
 ME0762
 ME0762.The modeled gravity was interpolated from observed gravity values.
 ME0762
 ME0762;                    North         East    Units  Estimated Accuracy
 ME0762;SPC IN W     -   701,110.      915,590.      MT  (+/- 180 meters Scaled)
 ME0762
 ME0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086012(NAD 83)
 ME0762
 ME0762                          SUPERSEDED SURVEY CONTROL
 ME0762
 ME0762  NGVD 29 (??/??/92)  252.068  (m)          826.99   (f) ADJ UNCH    2 0
 ME0762
 ME0762.Superseded values are not recommended for survey control.
 ME0762
 ME0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0762.See file dsdata.pdf to determine how the superseded data were derived.
 ME0762
 ME0762_MARKER: DB = BENCH MARK DISK
 ME0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0762_STAMPING: C 149 1946
 ME0762_MARK LOGO: CGS
 ME0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0762+STABILITY: SURFACE MOTION
 ME0762
 ME0762  HISTORY     - Date     Condition        Report By
 ME0762  HISTORY     - 1946     MONUMENTED       CGS
 ME0762  HISTORY     - 1952     GOOD             USGS
 ME0762
 ME0762                          STATION DESCRIPTION
 ME0762
 ME0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0762'1.6 MI N FROM WESTVILLE.
 ME0762'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0762'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, IN THE NORTHEAST
 ME0762'QUARTER OF THE JUNCTION OF STATE HIGHWAY 2 LEADING EAST, 53 FEET
 ME0762'EAST OF THE CENTER LINE OF ST. HWY. 43, 49 FEET NORTH OF THE
 ME0762'CENTER LINE OF ST. HWY. 2, 7.5 FEET WEST OF AN 8-INCH PEAR TREE,
 ME0762'3.0 FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF THE FENCE,
 ME0762'AND ABOUT LEVEL WITH THE HIGHWAYS.  A BRONZE DISK, STAMPED C
 ME0762'149 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0762'4 INCHES ABOVE GROUND.
 ME0762
 ME0762                          STATION RECOVERY (1952)
 ME0762
 ME0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ME0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0643 ***********************************************************************
 MD0643  DESIGNATION -  C 15
 MD0643  PID         -  MD0643
 MD0643  STATE/COUNTY-  IN/ALLEN
 MD0643  COUNTRY     -  US
 MD0643  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0643
 MD0643                         *CURRENT SURVEY CONTROL
 MD0643  ______________________________________________________________________
 MD0643* NAD 83(1986) POSITION- 41 04 29.     (N) 085 10 04.     (W)   SCALED
 MD0643* NAVD 88 ORTHO HEIGHT -   230.522 (meters)      756.30  (feet) ADJUSTED
 MD0643  ______________________________________________________________________
 MD0643  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 MD0643  DYNAMIC HEIGHT  -        230.432 (meters)      756.01  (feet) COMP
 MD0643  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 MD0643
 MD0643  VERT ORDER      -  FIRST     CLASS I
 MD0643
 MD0643.The horizontal coordinates were scaled from a map and have
 MD0643.an estimated accuracy of +/- 6 seconds.
 MD0643
 MD0643.The orthometric height was determined by differential leveling and
 MD0643.adjusted by the NATIONAL GEODETIC SURVEY
 MD0643.in April 1995.
 MD0643
 MD0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0643.GEOID18 height accuracy estimate available here.
 MD0643
 MD0643.Click photographs - Photos may exist for this station.
 MD0643
 MD0643.The dynamic height is computed by dividing the NAVD 88
 MD0643.geopotential number by the normal gravity value computed on the
 MD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0643.degrees latitude (g = 980.6199 gals.).
 MD0643
 MD0643.The modeled gravity was interpolated from observed gravity values.
 MD0643
 MD0643;                    North         East    Units  Estimated Accuracy
 MD0643;SPC IN E     -   646,980.      141,930.      MT  (+/- 180 meters Scaled)
 MD0643
 MD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL539486(NAD 83)
 MD0643
 MD0643                          SUPERSEDED SURVEY CONTROL
 MD0643
 MD0643  NAVD 88 (06/15/91)  230.528  (m)          756.32   (f) SUPERSEDED  1 1
 MD0643  NGVD 29 (01/19/93)  230.689  (m)          756.85   (f) ADJUSTED    1 1
 MD0643  NGVD 29 (??/??/92)  230.689  (m)          756.85   (f) SUPERSEDED  1 1
 MD0643
 MD0643.Superseded values are not recommended for survey control.
 MD0643
 MD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0643.See file dsdata.pdf to determine how the superseded data were derived.
 MD0643
 MD0643_MARKER: DB = BENCH MARK DISK
 MD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0643_STAMPING: C 15 1930 756.885
 MD0643_MARK LOGO: CGS
 MD0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0643+STABILITY: SURFACE MOTION
 MD0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0643+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0643
 MD0643  HISTORY     - Date     Condition        Report By
 MD0643  HISTORY     - 1930     MONUMENTED       CGS
 MD0643  HISTORY     - 1968     GOOD             CGS
 MD0643  HISTORY     - 19921010 GOOD             NGS
 MD0643  HISTORY     - 20070105 GOOD             BFSINC
 MD0643  HISTORY     - 20101019 GOOD             PB
 MD0643
 MD0643                          STATION DESCRIPTION
 MD0643
 MD0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0643'AT FORT WAYNE.
 MD0643'AT FORT WAYNE, ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL
 MD0643'RAILROAD FROM THE STATION, THENCE 0.25 MILE NORTH ALONG A BRANCH
 MD0643'OF THE PENN CENTRAL RAILROAD, ALONG THE WEST EDGE OF SWINEY PARK,
 MD0643'83 FEET WEST OF THE CENTER LINE OF PARK DRIVE, 58 FEET EAST OF
 MD0643'THE CENTER OF THE RAILROAD INTERSECTION OF THE PENN CENTRAL AND
 MD0643'THE GRAND RAPIDS AND INDIANA RAILROAD, 24 1/2 FEET SOUTH OF
 MD0643'POWER LINE POLE NO. A 446 823, 23 FEET SOUTHWEST OF A 30-INCH
 MD0643'LOCUST TREE, 0.8 FOOT NORTH OF A METAL WITNESS POST, 5 FEET
 MD0643'BELOW THE LEVEL OF THE TRACKS AND SET IN THE TOP OF A CONCRETE
 MD0643'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0643'SEC 3, T 30 N, R 12 E.
 MD0643
 MD0643                          STATION RECOVERY (1992)
 MD0643
 MD0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0643'2.4 KM (1.50 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD0643'IN FORT WAYNE, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG THE CONRAIL
 MD0643'RAILROAD, NEAR THE WEST EDGE OF SWINNEY PARK, 25.4 M (83.3 FT) WEST
 MD0643'OF THE CENTER OF PARK DRIVE, 17.7 M (58.1 FT) EAST OF THE NEAR RAIL,
 MD0643'7.3 M (24.0 FT) SOUTH OF UTILITY POLE NUMBER A446 823, 7.0 M (23.0
 MD0643'FT) SOUTHWEST OF A 30-INCH LOCUST TREE, 0.9 M (3.0 FT) BELOW THE
 MD0643'LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 MD0643'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MD0643
 MD0643                          STATION RECOVERY (2007)
 MD0643
 MD0643'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (GKG)
 MD0643'RECOVERED IN GOOD CONDITION.
 MD0643
 MD0643                          STATION RECOVERY (2010)
 MD0643
 MD0643'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 MD0643'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0577 ***********************************************************************
 ME0577  DESIGNATION -  C 150
 ME0577  PID         -  ME0577
 ME0577  STATE/COUNTY-  IN/PORTER
 ME0577  COUNTRY     -  US
 ME0577  USGS QUAD   -  WANATAH (2019)
 ME0577
 ME0577                         *CURRENT SURVEY CONTROL
 ME0577  ______________________________________________________________________
 ME0577* NAD 83(1986) POSITION- 41 26 28.77   (N) 086 58 36.90   (W)   HD_HELD1
 ME0577* NAVD 88 ORTHO HEIGHT -   226.054 (meters)      741.65  (feet) ADJUSTED
 ME0577  ______________________________________________________________________
 ME0577  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 ME0577  DYNAMIC HEIGHT  -        225.962 (meters)      741.34  (feet) COMP
 ME0577  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 ME0577
 ME0577  VERT ORDER      -  FIRST     CLASS I
 ME0577
 ME0577.The horizontal coordinates were determined by differentially corrected
 ME0577.hand held GPS observations or other comparable positioning techniques
 ME0577.and have an estimated accuracy of +/- 3 meters.
 ME0577
 ME0577.The orthometric height was determined by differential leveling and
 ME0577.adjusted by the NATIONAL GEODETIC SURVEY
 ME0577.in April 1995.
 ME0577
 ME0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0577.GEOID18 height accuracy estimate available here.
 ME0577
 ME0577.Click photographs - Photos may exist for this station.
 ME0577
 ME0577.The dynamic height is computed by dividing the NAVD 88
 ME0577.geopotential number by the normal gravity value computed on the
 ME0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0577.degrees latitude (g = 980.6199 gals.).
 ME0577
 ME0577.The modeled gravity was interpolated from observed gravity values.
 ME0577
 ME0577;                    North         East    Units  Estimated Accuracy
 ME0577;SPC IN W     -   687,574.8     908,893.1     MT  (+/- 3 meters HH1 GPS) 
 ME0577
 ME0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0192887750(NAD 83)
 ME0577
 ME0577                          SUPERSEDED SURVEY CONTROL
 ME0577
 ME0577  NAVD 88 (06/15/91)  226.091  (m)          741.77   (f) SUPERSEDED  1 1
 ME0577  NGVD 29 (01/19/93)  226.149  (m)          741.96   (f) ADJUSTED    1 1
 ME0577  NGVD 29 (??/??/92)  226.186  (m)          742.08   (f) SUPERSEDED  1 1
 ME0577
 ME0577.Superseded values are not recommended for survey control.
 ME0577
 ME0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0577.See file dsdata.pdf to determine how the superseded data were derived.
 ME0577
 ME0577_MARKER: DB = BENCH MARK DISK
 ME0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0577_STAMPING: C 150 1946
 ME0577_MARK LOGO: CGS
 ME0577_PROJECTION: FLUSH
 ME0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0577+STABILITY: SURFACE MOTION
 ME0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0577+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2023
 ME0577
 ME0577  HISTORY     - Date     Condition        Report By
 ME0577  HISTORY     - 1946     MONUMENTED       CGS
 ME0577  HISTORY     - 1968     GOOD             CGS
 ME0577  HISTORY     - 1978     GOOD             LOCSUR
 ME0577  HISTORY     - 19920906 GOOD             NGS
 ME0577  HISTORY     - 20120702 GOOD             INDOT
 ME0577  HISTORY     - 20230223 GOOD             IN-127
 ME0577
 ME0577                          STATION DESCRIPTION
 ME0577
 ME0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0577'5 MI E FROM VALPARAISO.
 ME0577'ABOUT 5.05 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0577'STATION AT VALPARAISO, ABOUT 0.1 MILE EAST OF THE CROSSING OF
 ME0577'ROAD NO. 450 E, 111.0 FEET SOUTHWEST OF POWER LINE POLE NO.
 ME0577'420/248, 64 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 ME0577'LANE OF U.S. HIGHWAY 30, 28 FEET NORTH OF THE NORTH RAIL OF THE
 ME0577'NORTH TRACK, 20 FEET NORTH OF MILEPOST 419, 2 FEET BELOW THE
 ME0577'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 ME0577'WITH THE GROUND.  SEC 34, T35N, R 5 W.  NOTE-- THE MARK MAY
 ME0577'BE REACHED BY GOING 4.55 MILES WEST ALONG THE PENN CENTRAL
 ME0577'RAILROAD FROM THE U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS
 ME0577'AT WANATAH, LA PORTE COUNTY, INDIANA.
 ME0577
 ME0577                          STATION RECOVERY (1978)
 ME0577
 ME0577'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0577'RECOVERED IN GOOD CONDITION.
 ME0577
 ME0577                          STATION RECOVERY (1992)
 ME0577
 ME0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0577'4.5 KM (2.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0577'STATE HIGHWAY 49 IN VALPARAISO, 32.5 M (106.6 FT) WEST OF UTILITY
 ME0577'POLE NUMBER 445-350, 19.5 M (64.0 FT) SOUTH-SOUTHWEST OF THE
 ME0577'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 12.7 M (41.7 FT)
 ME0577'NORTH-NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 6.0 M
 ME0577'(19.7 FT) NORTH-NORTHEAST OF MILEPOST 419, 1.0 M (3.3 FT) ABOVE THE
 ME0577'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 ME0577'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0577
 ME0577                          STATION RECOVERY (2012)
 ME0577
 ME0577'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0577'RECOVERED IN GOOD CONDITION.
 ME0577
 ME0577                          STATION RECOVERY (2023)
 ME0577
 ME0577'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0577'TO REACH FROM THE INTERSECTION OF STATE ROAD 49 AND U.S. HIGHWAY 30,
 ME0577'GO EAST ON U.S. HIGHWAY 30 FOR 2.8 MI (4.5 KM) AND STATION IS ON THE
 ME0577'RIGHT, 64.3 FT (19.6 M) SOUTHERLY FROM THE CENTERLINE OF EASTBOUND
 ME0577'LANES OF THE HIGHWAY, 106.2 FT (32.4 M) SOUTHWEST OF UTILITY POLE
 ME0577'NUMBER 445-350, 41.1 FT (12.5 M) NORTHERLY FROM NEAR RAIL OF THE
 ME0577'CONRAIL RAILROAD.  20.4 FT (6.2 M) NORTHERLY FROM THE OLD MILEPOST
 ME0577'419.
 ME0577'
 ME0577'THE STATION IS ABOUT 2 FT (0.6 M) ABOVE THE CENTER OF THE HIGHWAY AND
 ME0577'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0508 ***********************************************************************
 ME0508  DESIGNATION -  C 151
 ME0508  PID         -  ME0508
 ME0508  STATE/COUNTY-  IN/LA PORTE
 ME0508  COUNTRY     -  US
 ME0508  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0508
 ME0508                         *CURRENT SURVEY CONTROL
 ME0508  ______________________________________________________________________
 ME0508* NAD 83(1986) POSITION- 41 28 06.     (N) 086 40 25.     (W)   SCALED
 ME0508* NAVD 88 ORTHO HEIGHT -   214.284 (meters)      703.03  (feet) ADJUSTED
 ME0508  ______________________________________________________________________
 ME0508  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0508  DYNAMIC HEIGHT  -        214.199 (meters)      702.75  (feet) COMP
 ME0508  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 ME0508
 ME0508  VERT ORDER      -  SECOND    CLASS 0
 ME0508
 ME0508.The horizontal coordinates were scaled from a map and have
 ME0508.an estimated accuracy of +/- 6 seconds.
 ME0508
 ME0508.The orthometric height was determined by differential leveling and
 ME0508.adjusted by the NATIONAL GEODETIC SURVEY
 ME0508.in June 1991.
 ME0508
 ME0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0508.GEOID18 height accuracy estimate available here.
 ME0508
 ME0508.Click photographs - Photos may exist for this station.
 ME0508
 ME0508.The dynamic height is computed by dividing the NAVD 88
 ME0508.geopotential number by the normal gravity value computed on the
 ME0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0508.degrees latitude (g = 980.6199 gals.).
 ME0508
 ME0508.The modeled gravity was interpolated from observed gravity values.
 ME0508
 ME0508;                    North         East    Units  Estimated Accuracy
 ME0508;SPC IN W     -   690,650.      934,230.      MT  (+/- 180 meters Scaled)
 ME0508
 ME0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL272908(NAD 83)
 ME0508
 ME0508                          SUPERSEDED SURVEY CONTROL
 ME0508
 ME0508  NGVD 29 (??/??/92)  214.397  (m)          703.40   (f) ADJ UNCH    2 0
 ME0508
 ME0508.Superseded values are not recommended for survey control.
 ME0508
 ME0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0508.See file dsdata.pdf to determine how the superseded data were derived.
 ME0508
 ME0508_MARKER: DB = BENCH MARK DISK
 ME0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0508_STAMPING: C 151 1946
 ME0508_MARK LOGO: CGS
 ME0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0508+STABILITY: SURFACE MOTION
 ME0508
 ME0508  HISTORY     - Date     Condition        Report By
 ME0508  HISTORY     - 1946     MONUMENTED       CGS
 ME0508
 ME0508                          STATION DESCRIPTION
 ME0508
 ME0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0508'0.6 MI SE FROM BLUHMS CORNER.
 ME0508'ABOUT 0.6 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE JUNCTION
 ME0508'WITH U.S. HIGHWAY 6 AT BLUHMS CORNER, LA PORTE COUNTY, AT THE
 ME0508'JOHN BOWMAR FARM, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME0508'THE FARMHOUSE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 22
 ME0508'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 1.0 FOOT WEST OF
 ME0508'A FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 ME0508'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A BRONZE DISK, STAMPED C
 ME0508'151 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0508'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0502 ***********************************************************************
 ME0502  DESIGNATION -  C 154
 ME0502  PID         -  ME0502
 ME0502  STATE/COUNTY-  IN/ST JOSEPH
 ME0502  COUNTRY     -  US
 ME0502  USGS QUAD   -  HAMLET (2019)
 ME0502
 ME0502                         *CURRENT SURVEY CONTROL
 ME0502  ______________________________________________________________________
 ME0502* NAD 83(1986) POSITION- 41 28 10.     (N) 086 30 27.     (W)   SCALED
 ME0502* NAVD 88 ORTHO HEIGHT -   211.078 (meters)      692.51  (feet) ADJUSTED
 ME0502  ______________________________________________________________________
 ME0502  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0502  DYNAMIC HEIGHT  -        210.994 (meters)      692.24  (feet) COMP
 ME0502  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 ME0502
 ME0502  VERT ORDER      -  SECOND    CLASS 0
 ME0502
 ME0502.The horizontal coordinates were scaled from a map and have
 ME0502.an estimated accuracy of +/- 6 seconds.
 ME0502
 ME0502.The orthometric height was determined by differential leveling and
 ME0502.adjusted by the NATIONAL GEODETIC SURVEY
 ME0502.in June 1991.
 ME0502
 ME0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0502.GEOID18 height accuracy estimate available here.
 ME0502
 ME0502.Click photographs - Photos may exist for this station.
 ME0502
 ME0502.The dynamic height is computed by dividing the NAVD 88
 ME0502.geopotential number by the normal gravity value computed on the
 ME0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0502.degrees latitude (g = 980.6199 gals.).
 ME0502
 ME0502.The modeled gravity was interpolated from observed gravity values.
 ME0502
 ME0502;                    North         East    Units  Estimated Accuracy
 ME0502;SPC IN E     -   691,030.       29,760.      MT  (+/- 180 meters Scaled)
 ME0502
 ME0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL411909(NAD 83)
 ME0502
 ME0502                          SUPERSEDED SURVEY CONTROL
 ME0502
 ME0502  NGVD 29 (??/??/92)  211.187  (m)          692.87   (f) ADJ UNCH    2 0
 ME0502
 ME0502.Superseded values are not recommended for survey control.
 ME0502
 ME0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0502.See file dsdata.pdf to determine how the superseded data were derived.
 ME0502
 ME0502_MARKER: DB = BENCH MARK DISK
 ME0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0502_SP_SET: CULVERT HEADWALL
 ME0502_STAMPING: C 154 1946
 ME0502_MARK LOGO: CGS
 ME0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0502+STABILITY: SURFACE MOTION
 ME0502
 ME0502  HISTORY     - Date     Condition        Report By
 ME0502  HISTORY     - 1946     MONUMENTED       CGS
 ME0502
 ME0502                          STATION DESCRIPTION
 ME0502
 ME0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0502'1.4 MI W FROM WALKERTON.
 ME0502'ABOUT 1.35 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 ME0502'AT WALKERTON, ABOUT 0.7 MILE WEST OF THE JUNCTION OF STATE
 ME0502'HIGHWAY 104, ABOUT 70 YARDS EAST OF MARYS KITCHEN CAFE, SET IN
 ME0502'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A 26
 ME0502'INCH PIPE CULVERT, 20 FEET NORTH OF AND ABOUT 1.5 FOOT LOWER
 ME0502'THAN THE CENTER LINE OF THE HIGHWAY, AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0813 ***********************************************************************
 ME0813  DESIGNATION -  C 155
 ME0813  PID         -  ME0813
 ME0813  STATE/COUNTY-  IN/LA PORTE
 ME0813  COUNTRY     -  US
 ME0813  USGS QUAD   -  LAPORTE EAST (2019)
 ME0813
 ME0813                         *CURRENT SURVEY CONTROL
 ME0813  ______________________________________________________________________
 ME0813* NAD 83(1986) POSITION- 41 36 02.     (N) 086 42 11.     (W)   SCALED
 ME0813* NAVD 88 ORTHO HEIGHT -   242.191 (meters)      794.59  (feet) ADJUSTED
 ME0813  ______________________________________________________________________
 ME0813  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME0813  DYNAMIC HEIGHT  -        242.096 (meters)      794.28  (feet) COMP
 ME0813  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 ME0813
 ME0813  VERT ORDER      -  SECOND    CLASS 0
 ME0813
 ME0813.The horizontal coordinates were scaled from a map and have
 ME0813.an estimated accuracy of +/- 6 seconds.
 ME0813
 ME0813.The orthometric height was determined by differential leveling and
 ME0813.adjusted by the NATIONAL GEODETIC SURVEY
 ME0813.in June 1991.
 ME0813
 ME0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0813.GEOID18 height accuracy estimate available here.
 ME0813
 ME0813.Click photographs - Photos may exist for this station.
 ME0813
 ME0813.The dynamic height is computed by dividing the NAVD 88
 ME0813.geopotential number by the normal gravity value computed on the
 ME0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0813.degrees latitude (g = 980.6199 gals.).
 ME0813
 ME0813.The modeled gravity was interpolated from observed gravity values.
 ME0813
 ME0813;                    North         East    Units  Estimated Accuracy
 ME0813;SPC IN W     -   705,320.      931,700.      MT  (+/- 180 meters Scaled)
 ME0813
 ME0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM247054(NAD 83)
 ME0813
 ME0813                          SUPERSEDED SURVEY CONTROL
 ME0813
 ME0813  NGVD 29 (??/??/92)  242.293  (m)          794.92   (f) ADJ UNCH    2 0
 ME0813
 ME0813.Superseded values are not recommended for survey control.
 ME0813
 ME0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0813.See file dsdata.pdf to determine how the superseded data were derived.
 ME0813
 ME0813_MARKER: DB = BENCH MARK DISK
 ME0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0813_STAMPING: C 155 1946
 ME0813_MARK LOGO: CGS
 ME0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0813+STABILITY: SURFACE MOTION
 ME0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0813+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2013
 ME0813
 ME0813  HISTORY     - Date     Condition        Report By
 ME0813  HISTORY     - 1946     MONUMENTED       CGS
 ME0813  HISTORY     - 20130322 GOOD             INDOT
 ME0813
 ME0813                          STATION DESCRIPTION
 ME0813
 ME0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0813'1.2 MI SE FROM LA PORTE.
 ME0813'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0813'HOUSE AT LA PORTE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 ME0813'SOUTH, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 ME0813'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 31 FEET SOUTHWEST OF
 ME0813'A TELEPHONE CABLE POLE, 17 FEET NORTH OF A 38 INCH OAK TREE, 7.5
 ME0813'FEET SOUTH OF A FENCE CORNER GATE POST, 1.5 FOOT EAST OF THE
 ME0813'FENCE LINE, 1.5 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0813'1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ME0813'PROJECTING 6 INCHES.
 ME0813
 ME0813                          STATION RECOVERY (2013)
 ME0813
 ME0813'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1360 ***********************************************************************
 ME1360  CBN         -  This is a Cooperative Base Network Control Station.
 ME1360  DESIGNATION -  C 156
 ME1360  PID         -  ME1360
 ME1360  STATE/COUNTY-  IN/JASPER
 ME1360  COUNTRY     -  US
 ME1360  USGS QUAD   -  WHEATFIELD (2019)
 ME1360
 ME1360                         *CURRENT SURVEY CONTROL
 ME1360  ______________________________________________________________________
 ME1360* NAD 83(2011) POSITION- 41 11 39.29711(N) 087 01 46.74478(W)   ADJUSTED
 ME1360* NAD 83(2011) ELLIP HT-   169.374 (meters)        (06/27/12)   ADJUSTED
 ME1360* NAD 83(2011) EPOCH   -  2010.00
 ME1360* NAVD 88 ORTHO HEIGHT -   203.166 (meters)      666.55  (feet) ADJUSTED
 ME1360  ______________________________________________________________________
 ME1360  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 ME1360  NAD 83(2011) X  -    249,070.694 (meters)                     COMP
 ME1360  NAD 83(2011) Y  - -4,800,080.410 (meters)                     COMP
 ME1360  NAD 83(2011) Z  -  4,178,791.701 (meters)                     COMP
 ME1360  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 ME1360  DYNAMIC HEIGHT  -        203.080 (meters)      666.27  (feet) COMP
 ME1360  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 ME1360
 ME1360  VERT ORDER      -  SECOND    CLASS 0
 ME1360
 ME1360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME1360  Standards:
 ME1360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME1360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME1360  -------------------------------------------------------------------
 ME1360  NETWORK    0.83   1.76           0.39   0.26   0.90     -0.07637735
 ME1360  -------------------------------------------------------------------
 ME1360  Click here for local accuracies and other accuracy information.
 ME1360
 ME1360.The horizontal coordinates were established by GPS observations
 ME1360.and adjusted by the National Geodetic Survey in June 2012.
 ME1360
 ME1360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME1360.been affixed to the stable North American tectonic plate. See 
 ME1360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME1360
 ME1360.The horizontal coordinates are valid at the epoch date displayed above
 ME1360.which is a decimal equivalence of Year/Month/Day.
 ME1360
 ME1360.The orthometric height was determined by differential leveling and
 ME1360.adjusted by the NATIONAL GEODETIC SURVEY
 ME1360.in June 1991.
 ME1360
 ME1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1360.GEOID18 height accuracy estimate available here.
 ME1360
 ME1360.Click photographs - Photos may exist for this station.
 ME1360
 ME1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1360
 ME1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1360
 ME1360.The ellipsoidal height was determined by GPS observations
 ME1360.and is referenced to NAD 83.
 ME1360
 ME1360.The dynamic height is computed by dividing the NAVD 88
 ME1360.geopotential number by the normal gravity value computed on the
 ME1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1360.degrees latitude (g = 980.6199 gals.).
 ME1360
 ME1360.The modeled gravity was interpolated from observed gravity values.
 ME1360
 ME1360. The following values were computed from the NAD 83(2011) position.
 ME1360
 ME1360;                    North         East     Units Scale Factor Converg.
 ME1360;SPC IN W     -   660,131.364   904,503.109   MT  0.99996692   +0 02 07.3
 ME1360;SPC IN W     - 2,165,780.98  2,967,523.95   sFT  0.99996692   +0 02 07.3
 ME1360;UTM  16      - 4,560,321.354   497,513.614   MT  0.99960008   -0 01 10.3
 ME1360
 ME1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1360!SPC IN W     -   0.99997343  x   0.99996692  =   0.99994035
 ME1360!UTM  16      -   0.99997343  x   0.99960008  =   0.99957352
 ME1360
 ME1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9751360321(NAD 83)
 ME1360
 ME1360                          SUPERSEDED SURVEY CONTROL
 ME1360
 ME1360  NAD 83(2007)-  41 11 39.29726(N)    087 01 46.74582(W) AD(2002.00) 0
 ME1360  ELLIP H (02/10/07)  169.400  (m)                       GP(2002.00)    
 ME1360  NAD 83(1997)-  41 11 39.29717(N)    087 01 46.74571(W) AD(       ) B
 ME1360  ELLIP H (04/10/98)  169.417  (m)                       GP(       ) 4 1
 ME1360  NAVD 88             203.17   (m)          666.6    (f) LEVELING    3  
 ME1360  NGVD 29 (??/??/92)  203.258  (m)          666.86   (f) ADJ UNCH    2 0
 ME1360
 ME1360.Superseded values are not recommended for survey control.
 ME1360
 ME1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1360.See file dsdata.pdf to determine how the superseded data were derived.
 ME1360
 ME1360_MARKER: DB = BENCH MARK DISK
 ME1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1360_STAMPING: C 156 1946
 ME1360_MARK LOGO: CGS
 ME1360_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1360+STABILITY: SURFACE MOTION
 ME1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1360+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 ME1360
 ME1360  HISTORY     - Date     Condition        Report By
 ME1360  HISTORY     - 1946     MONUMENTED       CGS
 ME1360  HISTORY     - 1971     GOOD             BRADY
 ME1360  HISTORY     - 19970805 GOOD             SEC
 ME1360  HISTORY     - 20090623 GOOD             JCLS
 ME1360  HISTORY     - 20110706 GOOD             INDIV
 ME1360  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1360  HISTORY     - 20131115 GOOD             AEROTE
 ME1360  HISTORY     - 20180315 GOOD             INDOT
 ME1360
 ME1360                          STATION DESCRIPTION
 ME1360
 ME1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1360'1.3 MI E FROM WHEATFIELD.
 ME1360'ABOUT 1.3 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1360'THE STATION AT WHEATFIELD, 0.2 MILE WEST OF A GRAVEL ROAD CROSSING,
 ME1360'45 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 22.5 FEET SOUTH OF
 ME1360'THE CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK ON THE
 ME1360'NORTH, 4.5 FEET NORTH OF POLE NUMBER 56-32, 2 FEET BELOW TRACK
 ME1360'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME1360'INCHES.  NOTE-- POLE 56-32 NO LONGER EXISTS.
 ME1360
 ME1360                          STATION RECOVERY (1971)
 ME1360
 ME1360'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 ME1360'RECOVERED IN GOOD CONDITION.
 ME1360
 ME1360                          STATION RECOVERY (1997)
 ME1360
 ME1360'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME1360'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) EAST OF WHEATFIELD.
 ME1360'FROM JUNCTION STATE ROAD 49 AND STATE ROAD 10, GO EAST 1 MILE (1.6 KM)
 ME1360'TO COUNTY ROAD 100 EAST.  TURN LEFT, NORTH FOR 0.5 MILE (0.8 KM) TO
 ME1360'COUNTY ROAD 1250 NORTH.  TURN LEFT, WEST (COUNTY ROAD PARALLELS
 ME1360'TRACKS) FOR 0.3 MILES (0.5 KM) TO THE STATION ON SOUTH SIDE OF COUNTY
 ME1360'ROAD, ON RAILROAD PROPERTY.  LOCATED 0.80 METERS (2.62 FT) SOUTH OF
 ME1360'COUNTY ROAD RIGHT-OF-WAY FENCE, 13.70 METERS (44.95 FT) NORTH OF NORTH
 ME1360'RAIL OF RAILROAD TRACKS, 7.0 METERS (23.0 FT) SOUTH OF CENTERLINE OF
 ME1360'COUNTY ROAD, SET IN TOP 25 CM SQUARE CONCRETE POST PROJECTING 13 CM
 ME1360'ABOVE GROUND.  ABOUT LEVEL WITH COUNTY ROAD, 33.5 EAST OF 0.30 P. OAK
 ME1360'(TWIN).  OWNERSHIP--U.S. RAILROAD VEST CORP, JMS BUILDING, SUITE 805,
 ME1360'SOUTH BEND IN 46601.
 ME1360
 ME1360                          STATION RECOVERY (2009)
 ME1360
 ME1360'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 ME1360'RECOVERED IN GOOD CONDITION.
 ME1360
 ME1360                          STATION RECOVERY (2011)
 ME1360
 ME1360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME1360'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME1360
 ME1360                          STATION RECOVERY (2012)
 ME1360
 ME1360'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1360'MARK NOT FOUND.
 ME1360
 ME1360                          STATION RECOVERY (2013)
 ME1360
 ME1360'RECOVERY NOTE BY AEROTEC 2013
 ME1360'RECOVERED IN GOOD CONDITION
 ME1360
 ME1360                          STATION RECOVERY (2018)
 ME1360
 ME1360'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CS)
 ME1360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1384 ***********************************************************************
 ME1384  DESIGNATION -  C 157
 ME1384  PID         -  ME1384
 ME1384  STATE/COUNTY-  IN/JASPER
 ME1384  COUNTRY     -  US
 ME1384  USGS QUAD   -  PARR (2019)
 ME1384
 ME1384                         *CURRENT SURVEY CONTROL
 ME1384  ______________________________________________________________________
 ME1384* NAD 83(1986) POSITION- 41 04 14.     (N) 087 10 49.     (W)   SCALED
 ME1384* NAVD 88 ORTHO HEIGHT -   209.588 (meters)      687.62  (feet) ADJUSTED
 ME1384  ______________________________________________________________________
 ME1384  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 ME1384  DYNAMIC HEIGHT  -        209.498 (meters)      687.33  (feet) COMP
 ME1384  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 ME1384
 ME1384  VERT ORDER      -  SECOND    CLASS 0
 ME1384
 ME1384.The horizontal coordinates were scaled from a map and have
 ME1384.an estimated accuracy of +/- 6 seconds.
 ME1384
 ME1384.The orthometric height was determined by differential leveling and
 ME1384.adjusted by the NATIONAL GEODETIC SURVEY
 ME1384.in June 1991.
 ME1384
 ME1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1384.GEOID18 height accuracy estimate available here.
 ME1384
 ME1384.Click photographs - Photos may exist for this station.
 ME1384
 ME1384.The dynamic height is computed by dividing the NAVD 88
 ME1384.geopotential number by the normal gravity value computed on the
 ME1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1384.degrees latitude (g = 980.6199 gals.).
 ME1384
 ME1384.The modeled gravity was interpolated from observed gravity values.
 ME1384
 ME1384;                    North         East    Units  Estimated Accuracy
 ME1384;SPC IN W     -   646,400.      891,850.      MT  (+/- 180 meters Scaled)
 ME1384
 ME1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848466(NAD 83)
 ME1384
 ME1384                          SUPERSEDED SURVEY CONTROL
 ME1384
 ME1384  NGVD 29 (??/??/92)  209.676  (m)          687.91   (f) ADJ UNCH    2 0
 ME1384
 ME1384.Superseded values are not recommended for survey control.
 ME1384
 ME1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1384.See file dsdata.pdf to determine how the superseded data were derived.
 ME1384
 ME1384_MARKER: DB = BENCH MARK DISK
 ME1384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1384_SP_SET: CULVERT HEADWALL
 ME1384_STAMPING: C 157 1946
 ME1384_MARK LOGO: CGS
 ME1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1384+STABILITY: SURFACE MOTION
 ME1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1384+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1384
 ME1384  HISTORY     - Date     Condition        Report By
 ME1384  HISTORY     - 1946     MONUMENTED       CGS
 ME1384  HISTORY     - 1968     GOOD             CGS
 ME1384  HISTORY     - 20080921 GOOD             GEOCAC
 ME1384  HISTORY     - 20120327 GOOD             IN-073
 ME1384
 ME1384                          STATION DESCRIPTION
 ME1384
 ME1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1384'3 MI S FROM VIRGIE.
 ME1384'ABOUT 3.0 MILES SOUTH ALONG CO. RD. 700 W FROM THE CROSS ROADS
 ME1384'AT VIRGIE, AT A CROSS ROAD AND BRIDGE OVER A NORTHEAST-SOUTHWEST
 ME1384'DRAINAGE DITCH, IN THE NORTHWEST QUARTER OF THE CROSS ROAD, 29
 ME1384'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, (CO. RD.
 ME1384'400 N), 19 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME1384'ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 ME1384'CONCRETE HEADWALL OF 24-INCH PIPE CULVERT, AND ABOUT LEVEL WITH
 ME1384'THE CENTER OF THE INTERSECTION.
 ME1384
 ME1384                          STATION RECOVERY (1968)
 ME1384
 ME1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1384'RECOVERED IN GOOD CONDITION.
 ME1384
 ME1384                          STATION RECOVERY (2008)
 ME1384
 ME1384'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1384'RECOVERED IN GOOD CONDITION.
 ME1384
 ME1384                          STATION RECOVERY (2012)
 ME1384
 ME1384'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1054 ***********************************************************************
 MD1054  DESIGNATION -  C 158
 MD1054  PID         -  MD1054
 MD1054  STATE/COUNTY-  IN/KOSCIUSKO
 MD1054  COUNTRY     -  US
 MD1054  USGS QUAD   -  LEESBURG (2019)
 MD1054
 MD1054                         *CURRENT SURVEY CONTROL
 MD1054  ______________________________________________________________________
 MD1054* NAD 83(1986) POSITION- 41 18 58.     (N) 085 50 38.     (W)   SCALED
 MD1054* NAVD 88 ORTHO HEIGHT -   260.268 (meters)      853.90  (feet) ADJUSTED
 MD1054  ______________________________________________________________________
 MD1054  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 MD1054  DYNAMIC HEIGHT  -        260.161 (meters)      853.54  (feet) COMP
 MD1054  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 MD1054
 MD1054  VERT ORDER      -  FIRST     CLASS II
 MD1054
 MD1054.The horizontal coordinates were scaled from a map and have
 MD1054.an estimated accuracy of +/- 6 seconds.
 MD1054
 MD1054.The orthometric height was determined by differential leveling and
 MD1054.adjusted by the NATIONAL GEODETIC SURVEY
 MD1054.in June 1991.
 MD1054
 MD1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1054.GEOID18 height accuracy estimate available here.
 MD1054
 MD1054.Click photographs - Photos may exist for this station.
 MD1054
 MD1054.The dynamic height is computed by dividing the NAVD 88
 MD1054.geopotential number by the normal gravity value computed on the
 MD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1054.degrees latitude (g = 980.6199 gals.).
 MD1054
 MD1054.The modeled gravity was interpolated from observed gravity values.
 MD1054
 MD1054;                    North         East    Units  Estimated Accuracy
 MD1054;SPC IN E     -   673,680.       85,160.      MT  (+/- 180 meters Scaled)
 MD1054
 MD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967744(NAD 83)
 MD1054
 MD1054                          SUPERSEDED SURVEY CONTROL
 MD1054
 MD1054  NGVD 29 (??/??/92)  260.400  (m)          854.33   (f) ADJ UNCH    1 2
 MD1054
 MD1054.Superseded values are not recommended for survey control.
 MD1054
 MD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1054.See file dsdata.pdf to determine how the superseded data were derived.
 MD1054
 MD1054_MARKER: DB = BENCH MARK DISK
 MD1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1054_STAMPING: C 158 1946
 MD1054_MARK LOGO: CGS
 MD1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1054+STABILITY: SURFACE MOTION
 MD1054
 MD1054  HISTORY     - Date     Condition        Report By
 MD1054  HISTORY     - 1946     MONUMENTED       CGS
 MD1054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1054  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1054  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1054
 MD1054                          STATION DESCRIPTION
 MD1054
 MD1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1054'1.2 MI S FROM LEESBURG.
 MD1054'1.15 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1054'STATION AT LEESBURG, 143 FEET SOUTHWEST AND ACROSS A ROAD FROM
 MD1054'THE SOUTHWEST CORNER OF THE PORCH OF A FARM HOUSE, 30 FEET WEST
 MD1054'OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 19
 MD1054'FEET EAST OF THE EAST RAIL OF THE TRACK, 9.5 FEET NORTH OF POLE
 MD1054'NO. 74/07, 1.5 FOOT ABOVE THE TRACK, AND SET IN THE TOP OF A
 MD1054'CONCRETE POST PROJECTING 3 INCHES.
 MD1054
 MD1054                          STATION RECOVERY (1989)
 MD1054
 MD1054'RECOVERY NOTE BY US POWER SQUADRON 1989 (JNC)
 MD1054'MARK NOT FOUND.
 MD1054
 MD1054                          STATION RECOVERY (1993)
 MD1054
 MD1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1054
 MD1054                          STATION RECOVERY (1997)
 MD1054
 MD1054'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1189 ***********************************************************************
 MD1189  DESIGNATION -  C 159
 MD1189  PID         -  MD1189
 MD1189  STATE/COUNTY-  IN/NOBLE
 MD1189  COUNTRY     -  US
 MD1189  USGS QUAD   -  LIGONIER (2019)
 MD1189
 MD1189                         *CURRENT SURVEY CONTROL
 MD1189  ______________________________________________________________________
 MD1189* NAD 83(1986) POSITION- 41 27 07.     (N) 085 36 20.     (W)   SCALED
 MD1189* NAVD 88 ORTHO HEIGHT -   279.680 (meters)      917.58  (feet) ADJUSTED
 MD1189  ______________________________________________________________________
 MD1189  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 MD1189  DYNAMIC HEIGHT  -        279.565 (meters)      917.21  (feet) COMP
 MD1189  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 MD1189
 MD1189  VERT ORDER      -  SECOND    CLASS 0
 MD1189
 MD1189.The horizontal coordinates were scaled from a map and have
 MD1189.an estimated accuracy of +/- 6 seconds.
 MD1189
 MD1189.The orthometric height was determined by differential leveling and
 MD1189.adjusted by the NATIONAL GEODETIC SURVEY
 MD1189.in June 1991.
 MD1189
 MD1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1189.GEOID18 height accuracy estimate available here.
 MD1189
 MD1189.Click photographs - Photos may exist for this station.
 MD1189
 MD1189.The dynamic height is computed by dividing the NAVD 88
 MD1189.geopotential number by the normal gravity value computed on the
 MD1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1189.degrees latitude (g = 980.6199 gals.).
 MD1189
 MD1189.The modeled gravity was interpolated from observed gravity values.
 MD1189
 MD1189;                    North         East    Units  Estimated Accuracy
 MD1189;SPC IN E     -   688,750.      105,110.      MT  (+/- 180 meters Scaled)
 MD1189
 MD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL164898(NAD 83)
 MD1189
 MD1189                          SUPERSEDED SURVEY CONTROL
 MD1189
 MD1189  NGVD 29 (??/??/92)  279.806  (m)          918.00   (f) ADJ UNCH    2 0
 MD1189
 MD1189.Superseded values are not recommended for survey control.
 MD1189
 MD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1189.See file dsdata.pdf to determine how the superseded data were derived.
 MD1189
 MD1189_MARKER: DB = BENCH MARK DISK
 MD1189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1189_SP_SET: CULVERT HEADWALL
 MD1189_STAMPING: C 159 1946
 MD1189_MARK LOGO: CGS
 MD1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1189+STABILITY: SURFACE MOTION
 MD1189
 MD1189  HISTORY     - Date     Condition        Report By
 MD1189  HISTORY     - 1946     MONUMENTED       CGS
 MD1189  HISTORY     - 1961     GOOD             CGS
 MD1189  HISTORY     - 20180207 GOOD             INDOT
 MD1189
 MD1189                          STATION DESCRIPTION
 MD1189
 MD1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1189'1.5 MI SW FROM LIGONIER.
 MD1189'ABOUT 1.0 MILES S ALONG NO. 33 U.S. HIGHWAY (S. CAVIN STREET) FROM
 MD1189'THE POST OFFICE IN LIGONIER, THENCE 1.0 MILE W ALONG NO. 6 U.S.
 MD1189'HWY. TO A CROSSROADS AND THE MARK ON THE RIGHT, 41 FEET N OF
 MD1189'CENTER LINE OF 24-FOOT ASPHALT HIGHWAY, LEVEL WITH SAME, 22 FEET
 MD1189'W OF CENTER LINE OF 20-FOOT ASPHALT COUNTY ROAD, SET IN A DRILL
 MD1189'HOLE 1.3 FEET S OF N END OF 6-FOOT OPEN-V-SHAPE CONCRETE HEADWALL
 MD1189'OF 14-INCH PIPE CULVERT UNDER THE COUNTY ROAD.
 MD1189
 MD1189                          STATION RECOVERY (2018)
 MD1189
 MD1189'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1189'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF TOPEKA,
 MD1189'5.1 MI (8.2 KM) EAST-NORTHEAST OF WAWASEE, 4.65 MI (7.48 KM)
 MD1189'NORTH-EAST OF ENCHANTED HILLS AND 1.3 MI (2.1 KM) SOUTHWEST OF
 MD1189'LIGONIER.
 MD1189'
 MD1189'TO REACH FROM THE INTERSECTION OF STATE ROAD 5 AND U.S. HIGHWAY 6,
 MD1189'TRAVEL 1.0 MI (1.6 KM) WEST ALONG U.S. HIGHWAY 6 TO TOWNLINE ROAD,
 MD1189'WITH THE MONUMENT LOCATED IN THE NORTHWEST QUADRANT OF THE
 MD1189'INTERSECTION.
 MD1189'
 MD1189'THE MARK IS LOCATED IN THE TOP OF A HEADWALL, 1 FT (0.3 M) SOUTH OF
 MD1189'THE NORTH END OF SAID HEADWALL, 22 FT (6.7 M) WEST OF THE CENTERLINE
 MD1189'OF TOWNLINE ROAD AND 41 FT (12.5 M) NORTH OF THE CENTERLINE OF U.S.
 MD1189'HIGHWAY 6.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1221 ***********************************************************************
 LB1221  DESIGNATION -  C 16
 LB1221  PID         -  LB1221
 LB1221  STATE/COUNTY-  IN/BENTON
 LB1221  COUNTRY     -  US
 LB1221  USGS QUAD   -  BOSWELL (2019)
 LB1221
 LB1221                         *CURRENT SURVEY CONTROL
 LB1221  ______________________________________________________________________
 LB1221* NAD 83(1986) POSITION- 40 30 03.     (N) 087 28 17.     (W)   SCALED
 LB1221* NAVD 88 ORTHO HEIGHT -   226.804 (meters)      744.11  (feet) ADJUSTED
 LB1221  ______________________________________________________________________
 LB1221  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 LB1221  DYNAMIC HEIGHT  -        226.693 (meters)      743.74  (feet) COMP
 LB1221  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB1221
 LB1221  VERT ORDER      -  FIRST     CLASS II
 LB1221
 LB1221.The horizontal coordinates were scaled from a map and have
 LB1221.an estimated accuracy of +/- 6 seconds.
 LB1221
 LB1221.The orthometric height was determined by differential leveling and
 LB1221.adjusted by the NATIONAL GEODETIC SURVEY
 LB1221.in June 1991.
 LB1221
 LB1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1221.GEOID18 height accuracy estimate available here.
 LB1221
 LB1221.Click photographs - Photos may exist for this station.
 LB1221
 LB1221.The dynamic height is computed by dividing the NAVD 88
 LB1221.geopotential number by the normal gravity value computed on the
 LB1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1221.degrees latitude (g = 980.6199 gals.).
 LB1221
 LB1221.The modeled gravity was interpolated from observed gravity values.
 LB1221
 LB1221;                    North         East    Units  Estimated Accuracy
 LB1221;SPC IN W     -   583,200.      867,110.      MT  (+/- 180 meters Scaled)
 LB1221
 LB1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600834(NAD 83)
 LB1221
 LB1221                          SUPERSEDED SURVEY CONTROL
 LB1221
 LB1221  NGVD 29 (??/??/92)  226.849  (m)          744.25   (f) ADJ UNCH    1 2
 LB1221
 LB1221.Superseded values are not recommended for survey control.
 LB1221
 LB1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1221.See file dsdata.pdf to determine how the superseded data were derived.
 LB1221
 LB1221_MARKER: DB = BENCH MARK DISK
 LB1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1221_STAMPING: C 16 1934
 LB1221_MARK LOGO: CGS
 LB1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1221+STABILITY: SURFACE MOTION
 LB1221
 LB1221  HISTORY     - Date     Condition        Report By
 LB1221  HISTORY     - 1934     MONUMENTED       CGS
 LB1221  HISTORY     - 1946     GOOD             CGS
 LB1221  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1221
 LB1221                          STATION DESCRIPTION
 LB1221
 LB1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1221'AT HANDY.
 LB1221'AT HANDY, BENTON, COUNTY, ON THE NEW YORK CENTRAL RAILROAD, AT
 LB1221'THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LB1221'ABOUT 125 FEET NORTHEAST OF A SIGNAL TOWER, 64 FEET EAST OF THE
 LB1221'EAST RAIL OF THE NORTH-BOUND N.Y.C.R.R. TRACK, 44 FEET NORTH OF
 LB1221'THE NORTH RAIL OF THE N.Y.C. AND ST. L.R.R. TRACK, 33 FEET SOUTH
 LB1221'OF THE CENTERLINE OF A CHAT ROAD, 5 FEET SOUTHWEST OF A TELEPHONE
 LB1221'POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LB1221'STAMPED C 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LB1221'NOTE-- CHANGES IN RAILROAD AND SIGNAL TOWER.
 LB1221
 LB1221                          STATION RECOVERY (1960)
 LB1221
 LB1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1052 ***********************************************************************
 MD1052  DESIGNATION -  C 160
 MD1052  PID         -  MD1052
 MD1052  STATE/COUNTY-  IN/KOSCIUSKO
 MD1052  COUNTRY     -  US
 MD1052  USGS QUAD   -  LEESBURG (2019)
 MD1052
 MD1052                         *CURRENT SURVEY CONTROL
 MD1052  ______________________________________________________________________
 MD1052* NAD 83(2011) POSITION- 41 17 44.86299(N) 085 51 21.45349(W)   ADJUSTED
 MD1052* NAD 83(2011) ELLIP HT-   220.489 (meters)        (04/06/17)   ADJUSTED
 MD1052* NAD 83(2011) EPOCH   -  2010.00
 MD1052* NAVD 88 ORTHO HEIGHT -   254.049 (meters)      833.49  (feet) ADJUSTED
 MD1052  ______________________________________________________________________
 MD1052  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 MD1052  NAD 83(2011) X  -    346,805.672 (meters)                     COMP
 MD1052  NAD 83(2011) Y  - -4,786,593.984 (meters)                     COMP
 MD1052  NAD 83(2011) Z  -  4,187,305.230 (meters)                     COMP
 MD1052  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 MD1052  DYNAMIC HEIGHT  -        253.943 (meters)      833.14  (feet) COMP
 MD1052  MODELED GRAVITY -    980,201.4   (mgal)                       NAVD 88
 MD1052
 MD1052  VERT ORDER      -  FIRST     CLASS II
 MD1052
 MD1052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1052  Standards:
 MD1052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1052  -------------------------------------------------------------------
 MD1052  NETWORK    0.94   1.59           0.41   0.36   0.81     -0.03590216
 MD1052  -------------------------------------------------------------------
 MD1052  Click here for local accuracies and other accuracy information.
 MD1052
 MD1052.The horizontal coordinates were established by GPS observations
 MD1052.and adjusted by the GRW AERIAL SURVEY in April 2017.
 MD1052
 MD1052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1052.been affixed to the stable North American tectonic plate. See 
 MD1052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1052
 MD1052.The horizontal coordinates are valid at the epoch date displayed above
 MD1052.which is a decimal equivalence of Year/Month/Day.
 MD1052
 MD1052.The orthometric height was determined by differential leveling and
 MD1052.adjusted by the NATIONAL GEODETIC SURVEY
 MD1052.in June 1991.
 MD1052
 MD1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1052.GEOID18 height accuracy estimate available here.
 MD1052
 MD1052.Click photographs - Photos may exist for this station.
 MD1052
 MD1052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1052
 MD1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1052
 MD1052.The ellipsoidal height was determined by GPS observations
 MD1052.and is referenced to NAD 83.
 MD1052
 MD1052.The dynamic height is computed by dividing the NAVD 88
 MD1052.geopotential number by the normal gravity value computed on the
 MD1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1052.degrees latitude (g = 980.6199 gals.).
 MD1052
 MD1052.The modeled gravity was interpolated from observed gravity values.
 MD1052
 MD1052. The following values were computed from the NAD 83(2011) position.
 MD1052
 MD1052;                    North         East     Units Scale Factor Converg.
 MD1052;SPC IN E     -   671,424.452    84,145.767   MT  0.99996976   -0 07 29.7
 MD1052;SPC IN E     - 2,202,831.72    276,068.24   sFT  0.99996976   -0 07 29.7
 MD1052;UTM  16      - 4,572,225.129   595,784.978   MT  0.99971291   +0 45 18.2
 MD1052
 MD1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1052!SPC IN E     -   0.99996542  x   0.99996976  =   0.99993518
 MD1052!UTM  16      -   0.99996542  x   0.99971291  =   0.99967834
 MD1052
 MD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9578472225(NAD 83)
 MD1052
 MD1052                          SUPERSEDED SURVEY CONTROL
 MD1052
 MD1052  NGVD 29 (??/??/92)  254.180  (m)          833.92   (f) ADJ UNCH    1 2
 MD1052
 MD1052.Superseded values are not recommended for survey control.
 MD1052
 MD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1052.See file dsdata.pdf to determine how the superseded data were derived.
 MD1052
 MD1052_MARKER: DB = BENCH MARK DISK
 MD1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1052_STAMPING: C 160 1946
 MD1052_MARK LOGO: CGS
 MD1052_PROJECTION: FLUSH
 MD1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1052+STABILITY: SURFACE MOTION
 MD1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1052+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 MD1052
 MD1052  HISTORY     - Date     Condition        Report By
 MD1052  HISTORY     - 1946     MONUMENTED       CGS
 MD1052  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1052  HISTORY     - 19930111 GOOD             NGS
 MD1052  HISTORY     - 20090623 GOOD             JCLS
 MD1052  HISTORY     - 20150301 GOOD             INDIV
 MD1052  HISTORY     - 20160615 GOOD             GRWAS
 MD1052
 MD1052                          STATION DESCRIPTION
 MD1052
 MD1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1052'2.5 MI S FROM LEESBURG.
 MD1052'2.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MAIN STREET
 MD1052'CROSSING AT LEESBURG, ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY
 MD1052'15 FROM THE NEW YORK CENTRAL RAILROAD STATION AT WARSAW, ABOUT
 MD1052'0.3 MILE NORTH OF THE ENTRANCE OF THE VICTORY AIR FIELD, AT
 MD1052'THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 71 FEET SOUTH OF
 MD1052'THE PROLONGED CENTER LINE OF THE ROAD EAST, 68 FEET WEST OF AND
 MD1052'ACROSS THE HIGHWAY FROM POWER POLE NO. 602/065, 38 FEET WEST OF
 MD1052'THE CENTER LINE OF STATE HIGHWAY 15, 3.5 FEET SOUTH OF TELEPHONE
 MD1052'POLE NO. 194, AND IN LINE WITH THE ROW OF POLES, 2 FEET NORTH
 MD1052'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 MD1052'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MD1052
 MD1052                          STATION RECOVERY (1989)
 MD1052
 MD1052'RECOVERY NOTE BY US POWER SQUADRON 1989 (JNC)
 MD1052'MARK NOT FOUND.
 MD1052
 MD1052                          STATION RECOVERY (1993)
 MD1052
 MD1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1052'3.4 KM (2.10 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 MD1052'U.S. HIGHWAY 30 IN WARSAW, AT THE JUNCTION OF LEVI LEE ROAD, 20.1 M
 MD1052'(65.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF LEVI LEE ROAD, 11.4
 MD1052'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.3 M (7.5 FT) NORTHEAST
 MD1052'OF UTILITY POLE NUMBER 100165, 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF A
 MD1052'UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 MD1052'(0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 MD1052'THE GROUND SURFACE.
 MD1052
 MD1052                          STATION RECOVERY (2009)
 MD1052
 MD1052'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD1052'RECOVERED IN GOOD CONDITION.
 MD1052
 MD1052                          STATION RECOVERY (2015)
 MD1052
 MD1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 MD1052'T-E INC. RECOVERED IN GOOD CONDITION
 MD1052
 MD1052                          STATION RECOVERY (2016)
 MD1052
 MD1052'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (BRN)
 MD1052'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1164 ***********************************************************************
 MD1164  DESIGNATION -  C 161
 MD1164  PID         -  MD1164
 MD1164  STATE/COUNTY-  IN/NOBLE
 MD1164  COUNTRY     -  US
 MD1164  USGS QUAD   -  ORMAS (2019)
 MD1164
 MD1164                         *CURRENT SURVEY CONTROL
 MD1164  ______________________________________________________________________
 MD1164* NAD 83(1986) POSITION- 41 20 19.     (N) 085 33 36.     (W)   SCALED
 MD1164* NAVD 88 ORTHO HEIGHT -   286.837 (meters)      941.06  (feet) ADJUSTED
 MD1164  ______________________________________________________________________
 MD1164  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 MD1164  DYNAMIC HEIGHT  -        286.718 (meters)      940.67  (feet) COMP
 MD1164  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 MD1164
 MD1164  VERT ORDER      -  SECOND    CLASS 0
 MD1164
 MD1164.The horizontal coordinates were scaled from a map and have
 MD1164.an estimated accuracy of +/- 6 seconds.
 MD1164
 MD1164.The orthometric height was determined by differential leveling and
 MD1164.adjusted by the NATIONAL GEODETIC SURVEY
 MD1164.in June 1991.
 MD1164
 MD1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1164.GEOID18 height accuracy estimate available here.
 MD1164
 MD1164.Click photographs - Photos may exist for this station.
 MD1164
 MD1164.The dynamic height is computed by dividing the NAVD 88
 MD1164.geopotential number by the normal gravity value computed on the
 MD1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1164.degrees latitude (g = 980.6199 gals.).
 MD1164
 MD1164.The modeled gravity was interpolated from observed gravity values.
 MD1164
 MD1164;                    North         East    Units  Estimated Accuracy
 MD1164;SPC IN E     -   676,170.      108,930.      MT  (+/- 180 meters Scaled)
 MD1164
 MD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL204773(NAD 83)
 MD1164
 MD1164                          SUPERSEDED SURVEY CONTROL
 MD1164
 MD1164  NGVD 29 (??/??/92)  286.969  (m)          941.50   (f) ADJ UNCH    2 0
 MD1164
 MD1164.Superseded values are not recommended for survey control.
 MD1164
 MD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1164.See file dsdata.pdf to determine how the superseded data were derived.
 MD1164
 MD1164_MARKER: DB = BENCH MARK DISK
 MD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1164_STAMPING: C 161 1946
 MD1164_MARK LOGO: CGS
 MD1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1164+STABILITY: SURFACE MOTION
 MD1164
 MD1164  HISTORY     - Date     Condition        Report By
 MD1164  HISTORY     - 1946     MONUMENTED       CGS
 MD1164  HISTORY     - 1961     GOOD             CGS
 MD1164
 MD1164                          STATION DESCRIPTION
 MD1164
 MD1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1164'5.2 MI S FROM KIMMELL.
 MD1164'ABOUT 1.1 MILES SOUTHERLY ALONG NO. 33 U.S. HIGHWAY FROM THE BRIDGE
 MD1164'OVER THE R.R. AT W EDGE OF KIMMELL, THENCE 3.3 MILES S ON ASPHALT
 MD1164'COUNTY ROAD, THENCE 0.8 MILE W ON NO. 100 S ASPHALT COUNTY ROAD
 MD1164'TO STRINGTOWN CHURCH AND CEMETERY AND THE MARK, 210 FEET S OF
 MD1164'CENTER LINE OF KNAPP LAKE ROAD WEST, 122 FEET SE OF SE CORNER OF
 MD1164'THE BRICK CHURCH BUILDING, 51.5 FEET S OF R.R.-RAIL CORNER FENCE
 MD1164'POST, 51.5 FEET S OF PROJECTED CENTER LINE OF ROAD FROM EAST, 21
 MD1164'FEET W OF CENTER LINE OF 18-FOOT ASPHALT ROAD, ABOUT LEVEL WITH
 MD1164'SAME, AND PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0855 ***********************************************************************
 MD0855  DESIGNATION -  C 163
 MD0855  PID         -  MD0855
 MD0855  STATE/COUNTY-  IN/NOBLE
 MD0855  COUNTRY     -  US
 MD0855  USGS QUAD   -  GARRETT (2019)
 MD0855
 MD0855                         *CURRENT SURVEY CONTROL
 MD0855  ______________________________________________________________________
 MD0855* NAD 83(1986) POSITION- 41 20 06.     (N) 085 13 32.     (W)   SCALED
 MD0855* NAVD 88 ORTHO HEIGHT -   278.257 (meters)      912.91  (feet) ADJUSTED
 MD0855  ______________________________________________________________________
 MD0855  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 MD0855  DYNAMIC HEIGHT  -        278.146 (meters)      912.55  (feet) COMP
 MD0855  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 MD0855
 MD0855  VERT ORDER      -  SECOND    CLASS 0
 MD0855
 MD0855.The horizontal coordinates were scaled from a map and have
 MD0855.an estimated accuracy of +/- 6 seconds.
 MD0855
 MD0855.The orthometric height was determined by differential leveling and
 MD0855.adjusted by the NATIONAL GEODETIC SURVEY
 MD0855.in June 1991.
 MD0855
 MD0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0855.GEOID18 height accuracy estimate available here.
 MD0855
 MD0855.Click photographs - Photos may exist for this station.
 MD0855
 MD0855.The dynamic height is computed by dividing the NAVD 88
 MD0855.geopotential number by the normal gravity value computed on the
 MD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0855.degrees latitude (g = 980.6199 gals.).
 MD0855
 MD0855.The modeled gravity was interpolated from observed gravity values.
 MD0855
 MD0855;                    North         East    Units  Estimated Accuracy
 MD0855;SPC IN E     -   675,860.      136,920.      MT  (+/- 180 meters Scaled)
 MD0855
 MD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL484774(NAD 83)
 MD0855
 MD0855                          SUPERSEDED SURVEY CONTROL
 MD0855
 MD0855  NGVD 29 (??/??/92)  278.402  (m)          913.39   (f) ADJ UNCH    2 0
 MD0855
 MD0855.Superseded values are not recommended for survey control.
 MD0855
 MD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0855.See file dsdata.pdf to determine how the superseded data were derived.
 MD0855
 MD0855_MARKER: DB = BENCH MARK DISK
 MD0855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0855_SP_SET: CULVERT HEADWALL
 MD0855_STAMPING: C 163 1946
 MD0855_MARK LOGO: CGS
 MD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0855+STABILITY: SURFACE MOTION
 MD0855
 MD0855  HISTORY     - Date     Condition        Report By
 MD0855  HISTORY     - 1946     MONUMENTED       CGS
 MD0855  HISTORY     - 1962     GOOD             CGS
 MD0855
 MD0855                          STATION DESCRIPTION
 MD0855
 MD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0855'2.3 MI S FROM AVILLA.
 MD0855'ABOUT 2.3 MILES SOUTHERLY ALONG NO. 3 INDIANA HWY. FROM ITS
 MD0855'JUNCTION WITH NO. 8 HWY. AT THE MAIN CORNER IN AVILLA, 0.1 MILE
 MD0855'S OF A CROSSROADS, IN A DRILL HOLE IN TOP OF AND 1.3 FEET N OF
 MD0855'S END OF 8-FOOT HEADWALL OF 3- BY 5-FOOT CONCRETE CULVERT, 21.5
 MD0855'FEET W OF CENTER LINE OF 22-FOOT HWY. PAVEMENT, AND 0.4 FOOT
 MD0855'LOWER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1161 ***********************************************************************
 MD1161  DESIGNATION -  C 164
 MD1161  PID         -  MD1161
 MD1161  STATE/COUNTY-  IN/NOBLE
 MD1161  COUNTRY     -  US
 MD1161  USGS QUAD   -  ORMAS (2019)
 MD1161
 MD1161                         *CURRENT SURVEY CONTROL
 MD1161  ______________________________________________________________________
 MD1161* NAD 83(1986) POSITION- 41 18 52.     (N) 085 35 06.     (W)   SCALED
 MD1161* NAVD 88 ORTHO HEIGHT -   272.218 (meters)      893.10  (feet) ADJUSTED
 MD1161  ______________________________________________________________________
 MD1161  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 MD1161  DYNAMIC HEIGHT  -        272.105 (meters)      892.73  (feet) COMP
 MD1161  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MD1161
 MD1161  VERT ORDER      -  SECOND    CLASS 0
 MD1161
 MD1161.The horizontal coordinates were scaled from a map and have
 MD1161.an estimated accuracy of +/- 6 seconds.
 MD1161
 MD1161.The orthometric height was determined by differential leveling and
 MD1161.adjusted by the NATIONAL GEODETIC SURVEY
 MD1161.in June 1991.
 MD1161
 MD1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1161.GEOID18 height accuracy estimate available here.
 MD1161
 MD1161.Click photographs - Photos may exist for this station.
 MD1161
 MD1161.The dynamic height is computed by dividing the NAVD 88
 MD1161.geopotential number by the normal gravity value computed on the
 MD1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1161.degrees latitude (g = 980.6199 gals.).
 MD1161
 MD1161.The modeled gravity was interpolated from observed gravity values.
 MD1161
 MD1161;                    North         East    Units  Estimated Accuracy
 MD1161;SPC IN E     -   673,480.      106,840.      MT  (+/- 180 meters Scaled)
 MD1161
 MD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL184746(NAD 83)
 MD1161
 MD1161                          SUPERSEDED SURVEY CONTROL
 MD1161
 MD1161  NGVD 29 (??/??/92)  272.352  (m)          893.54   (f) ADJ UNCH    2 0
 MD1161
 MD1161.Superseded values are not recommended for survey control.
 MD1161
 MD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1161.See file dsdata.pdf to determine how the superseded data were derived.
 MD1161
 MD1161_MARKER: DB = BENCH MARK DISK
 MD1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1161_SP_SET: ABUTMENT
 MD1161_STAMPING: C 164 1946
 MD1161_MARK LOGO: CGS
 MD1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1161
 MD1161  HISTORY     - Date     Condition        Report By
 MD1161  HISTORY     - 1946     MONUMENTED       CGS
 MD1161  HISTORY     - 1961     GOOD             CGS
 MD1161
 MD1161                          STATION DESCRIPTION
 MD1161
 MD1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1161'3.2 MI N FROM ETNA.
 MD1161'ABOUT 2.1 MILES N ALONG ETNA ROAD FROM THE CROSSROADS AT ETNA,
 MD1161'THENCE 0.25 MILE W, THENCE 0.85 MILE N TO BRIDGE OVER STREAM
 MD1161'BETWEEN BAUGHER AND SMALLEY LAKES AND THE MARK ON THE LEFT, 10
 MD1161'FEET W OF CENTER LINE OF ROAD, 2 FEET LOWER THAN SAME, IN TOP
 MD1161'OF S ABUTMENT OF 30-FOOT STEEL BEAM BRIDGE, IN DRILL HOLE, 0.6
 MD1161'FOOT E OF W END OF ABUTMENT, 0.6 FOOT S OF N FACE THEREOF, AND
 MD1161'ONE FOOT W OF THE OUTSIDE BEAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0941 ***********************************************************************
 MD0941  DESIGNATION -  C 165
 MD0941  PID         -  MD0941
 MD0941  STATE/COUNTY-  IN/WHITLEY
 MD0941  COUNTRY     -  US
 MD0941  USGS QUAD   -  MERRIAM (2019)
 MD0941
 MD0941                         *CURRENT SURVEY CONTROL
 MD0941  ______________________________________________________________________
 MD0941* NAD 83(1986) POSITION- 41 15 52.     (N) 085 23 34.     (W)   SCALED
 MD0941* NAVD 88 ORTHO HEIGHT -   280.849 (meters)      921.42  (feet) ADJUSTED
 MD0941  ______________________________________________________________________
 MD0941  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 MD0941  DYNAMIC HEIGHT  -        280.742 (meters)      921.07  (feet) COMP
 MD0941  MODELED GRAVITY -    980,231.6   (mgal)                       NAVD 88
 MD0941
 MD0941  VERT ORDER      -  SECOND    CLASS 0
 MD0941
 MD0941.The horizontal coordinates were scaled from a map and have
 MD0941.an estimated accuracy of +/- 6 seconds.
 MD0941
 MD0941.The orthometric height was determined by differential leveling and
 MD0941.adjusted by the NATIONAL GEODETIC SURVEY
 MD0941.in June 1991.
 MD0941
 MD0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0941.GEOID18 height accuracy estimate available here.
 MD0941
 MD0941.Click photographs - Photos may exist for this station.
 MD0941
 MD0941.The dynamic height is computed by dividing the NAVD 88
 MD0941.geopotential number by the normal gravity value computed on the
 MD0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0941.degrees latitude (g = 980.6199 gals.).
 MD0941
 MD0941.The modeled gravity was interpolated from observed gravity values.
 MD0941
 MD0941;                    North         East    Units  Estimated Accuracy
 MD0941;SPC IN E     -   667,960.      122,950.      MT  (+/- 180 meters Scaled)
 MD0941
 MD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346693(NAD 83)
 MD0941
 MD0941                          SUPERSEDED SURVEY CONTROL
 MD0941
 MD0941  NGVD 29 (??/??/92)  281.001  (m)          921.92   (f) ADJ UNCH    2 0
 MD0941
 MD0941.Superseded values are not recommended for survey control.
 MD0941
 MD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0941.See file dsdata.pdf to determine how the superseded data were derived.
 MD0941
 MD0941_MARKER: DB = BENCH MARK DISK
 MD0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0941_STAMPING: C 165 1946
 MD0941_MARK LOGO: CGS
 MD0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0941+STABILITY: SURFACE MOTION
 MD0941
 MD0941  HISTORY     - Date     Condition        Report By
 MD0941  HISTORY     - 1946     MONUMENTED       CGS
 MD0941  HISTORY     - 1961     GOOD             CGS
 MD0941
 MD0941                          STATION DESCRIPTION
 MD0941
 MD0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0941'2.7 MI SE FROM MERRIAM.
 MD0941'ABOUT 2.7 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0941'INTERSECTION WITH NO. 9 INDIANA HWY. AT MERRIAM, 128 FEET SE
 MD0941'OF INTERSECTION OF CENTER LINES OF NO. 33 AND NO. 102 INDIANA
 MD0941'HWY. OR COUNTY LINE ROAD, 84 FEET S OF FENCE THAT MARKS THE
 MD0941'COUNTY LINE, 26.5 FEET NE OF CENTER LINE OF 22-FOOT ASPHALT
 MD0941'HWY. PAVEMENT, 1.0 FEET HIGHER THAN SAME, ONE FOOT SW OF FENCE,
 MD0941'AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0209 ***********************************************************************
 ME0209  DESIGNATION -  C 166
 ME0209  PID         -  ME0209
 ME0209  STATE/COUNTY-  IN/MARSHALL
 ME0209  COUNTRY     -  US
 ME0209  USGS QUAD   -  WALKERTON (2019)
 ME0209
 ME0209                         *CURRENT SURVEY CONTROL
 ME0209  ______________________________________________________________________
 ME0209* NAD 83(1986) POSITION- 41 26 54.     (N) 086 23 49.     (W)   SCALED
 ME0209* NAVD 88 ORTHO HEIGHT -   229.483 (meters)      752.90  (feet) ADJUSTED
 ME0209  ______________________________________________________________________
 ME0209  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME0209  DYNAMIC HEIGHT  -        229.391 (meters)      752.59  (feet) COMP
 ME0209  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 ME0209
 ME0209  VERT ORDER      -  SECOND    CLASS 0
 ME0209
 ME0209.The horizontal coordinates were scaled from a map and have
 ME0209.an estimated accuracy of +/- 6 seconds.
 ME0209
 ME0209.The orthometric height was determined by differential leveling and
 ME0209.adjusted by the NATIONAL GEODETIC SURVEY
 ME0209.in June 1991.
 ME0209
 ME0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0209.GEOID18 height accuracy estimate available here.
 ME0209
 ME0209.Click photographs - Photos may exist for this station.
 ME0209
 ME0209.The dynamic height is computed by dividing the NAVD 88
 ME0209.geopotential number by the normal gravity value computed on the
 ME0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0209.degrees latitude (g = 980.6199 gals.).
 ME0209
 ME0209.The modeled gravity was interpolated from observed gravity values.
 ME0209
 ME0209;                    North         East    Units  Estimated Accuracy
 ME0209;SPC IN E     -   688,610.       38,980.      MT  (+/- 180 meters Scaled)
 ME0209
 ME0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL503887(NAD 83)
 ME0209
 ME0209                          SUPERSEDED SURVEY CONTROL
 ME0209
 ME0209  NGVD 29 (??/??/92)  229.594  (m)          753.26   (f) ADJ UNCH    2 0
 ME0209
 ME0209.Superseded values are not recommended for survey control.
 ME0209
 ME0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0209.See file dsdata.pdf to determine how the superseded data were derived.
 ME0209
 ME0209_MARKER: DB = BENCH MARK DISK
 ME0209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0209_SP_SET: CULVERT WINGWALL
 ME0209_STAMPING: C 166 1946
 ME0209_MARK LOGO: CGS
 ME0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0209+STABILITY: SURFACE MOTION
 ME0209
 ME0209  HISTORY     - Date     Condition        Report By
 ME0209  HISTORY     - 1946     MONUMENTED       CGS
 ME0209  HISTORY     - 1985     GOOD             USPSQD
 ME0209
 ME0209                          STATION DESCRIPTION
 ME0209
 ME0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0209'4.9 MI E FROM WALKERTON.
 ME0209'IN MARSHALL COUNTY, ABOUT 4.9 MILES EAST ALONG U.S. HIGHWAY 6
 ME0209'FROM THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, ABOUT 0.45
 ME0209'MILE EAST OF THE INTERSECTION OF A NORTH-AND-SOUTH BLACK-TOP
 ME0209'ROAD, 143 FEET WEST OF THE CENTER OF THE JUNCTION OF A GRAVE
 ME0209'ROAD LEADING SOUTH, AT A 20-FOOT CONCRETE CULVERT, IN THE TOP
 ME0209'OF THE SOUTHEAST END OF THE NORTHWEST WING WALL, 24 FEET NORTH
 ME0209'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN
 ME0209'THE HIGHWAY.
 ME0209
 ME0209                          STATION RECOVERY (1985)
 ME0209
 ME0209'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0209'143 FEET WEST OF ROSE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0200 ***********************************************************************
 ME0200  DESIGNATION -  C 167
 ME0200  PID         -  ME0200
 ME0200  STATE/COUNTY-  IN/ST JOSEPH
 ME0200  COUNTRY     -  US
 ME0200  USGS QUAD   -  LA PAZ (2019)
 ME0200
 ME0200                         *CURRENT SURVEY CONTROL
 ME0200  ______________________________________________________________________
 ME0200* NAD 83(1986) POSITION- 41 28 37.     (N) 086 18 07.     (W)   SCALED
 ME0200* NAVD 88 ORTHO HEIGHT -   267.653 (meters)      878.12  (feet) ADJUSTED
 ME0200  ______________________________________________________________________
 ME0200  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0200  DYNAMIC HEIGHT  -        267.544 (meters)      877.77  (feet) COMP
 ME0200  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 ME0200
 ME0200  VERT ORDER      -  SECOND    CLASS 0
 ME0200
 ME0200.The horizontal coordinates were scaled from a map and have
 ME0200.an estimated accuracy of +/- 6 seconds.
 ME0200
 ME0200.The orthometric height was determined by differential leveling and
 ME0200.adjusted by the NATIONAL GEODETIC SURVEY
 ME0200.in June 1991.
 ME0200
 ME0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0200.GEOID18 height accuracy estimate available here.
 ME0200
 ME0200.Click photographs - Photos may exist for this station.
 ME0200
 ME0200.The dynamic height is computed by dividing the NAVD 88
 ME0200.geopotential number by the normal gravity value computed on the
 ME0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0200.degrees latitude (g = 980.6199 gals.).
 ME0200
 ME0200.The modeled gravity was interpolated from observed gravity values.
 ME0200
 ME0200;                    North         East    Units  Estimated Accuracy
 ME0200;SPC IN E     -   691,720.       46,940.      MT  (+/- 180 meters Scaled)
 ME0200
 ME0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL582919(NAD 83)
 ME0200
 ME0200                          SUPERSEDED SURVEY CONTROL
 ME0200
 ME0200  NGVD 29 (??/??/92)  267.77   (m)          878.5    (f) COMPUTED    2 0
 ME0200
 ME0200.Superseded values are not recommended for survey control.
 ME0200
 ME0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0200.See file dsdata.pdf to determine how the superseded data were derived.
 ME0200
 ME0200_MARKER: DB = BENCH MARK DISK
 ME0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0200_STAMPING: C 167 1946
 ME0200_MARK LOGO: CGS
 ME0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0200+STABILITY: SURFACE MOTION
 ME0200
 ME0200  HISTORY     - Date     Condition        Report By
 ME0200  HISTORY     - 1946     MONUMENTED       CGS
 ME0200  HISTORY     - 19940819 GOOD             USPSQD
 ME0200
 ME0200                          STATION DESCRIPTION
 ME0200
 ME0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0200'1.6 MI N FROM LAPAZ.
 ME0200'IN ST. JOSEPH COUNTY, ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 31
 ME0200'FROM THE HIGH SCHOOL AT LAPAZ, MARSHALL COUNTY, ABOUT 1.25 MILES
 ME0200'NORTH OF THE BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD, IN
 ME0200'THE NORTHEAST QUARTER OF THE INTERSECTION OF TYLER ROAD (ST.
 ME0200'JOSEPH-MARSHALL COUNTY LINE), 76 FEET NORTH ACROSS THE ROAD
 ME0200'FROM THE NORTHWEST CORNER OF COUNTY LINE FIRST BRETHREN CHURCH,
 ME0200'49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH
 ME0200'OF THE CENTER LINE OF THE ROAD, 7.0 FEET WEST OF POWER POLE
 ME0200'J 556/52, 6.0 FEET NORTH OF TELEPHONE POLE 2801, ABOUT 2 FEET
 ME0200'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 ME0200'PROJECTING ABOUT 5 INCHES.
 ME0200
 ME0200                          STATION RECOVERY (1994)
 ME0200
 ME0200'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0201 ***********************************************************************
 ME0201  DESIGNATION -  C 167 RESET 1955
 ME0201  PID         -  ME0201
 ME0201  STATE/COUNTY-  IN/ST JOSEPH
 ME0201  COUNTRY     -  US
 ME0201  USGS QUAD   -  LA PAZ (2019)
 ME0201
 ME0201                         *CURRENT SURVEY CONTROL
 ME0201  ______________________________________________________________________
 ME0201* NAD 83(1997) POSITION- 41 28 37.94668(N) 086 18 07.20058(W)   ADJUSTED
 ME0201* NAD 83(1997) ELLIP HT-   233.790 (meters)        (05/25/99)   ADJUSTED
 ME0201* NAVD 88 ORTHO HEIGHT -   267.51  (meters)      877.7   (feet) RESET
 ME0201  ______________________________________________________________________
 ME0201  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0201  NAD 83(1997) X  -    308,673.949 (meters)                     COMP
 ME0201  NAD 83(1997) Y  - -4,775,865.505 (meters)                     COMP
 ME0201  NAD 83(1997) Z  -  4,202,430.846 (meters)                     COMP
 ME0201  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME0201  HORZ ORDER      -  THIRD
 ME0201  VERT ORDER      -  THIRD
 ME0201  ELLP ORDER      -  FOURTH    CLASS I
 ME0201
 ME0201.The horizontal coordinates were established by GPS observations
 ME0201.and adjusted by the National Geodetic Survey in May 1999.
 ME0201
 ME0201.The orthometric height was computed from unverified reset data.
 ME0201
 ME0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0201.GEOID18 height accuracy estimate available here.
 ME0201
 ME0201.Click photographs - Photos may exist for this station.
 ME0201
 ME0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0201
 ME0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0201
 ME0201.The ellipsoidal height was determined by GPS observations
 ME0201.and is referenced to NAD 83.
 ME0201
 ME0201. The following values were computed from the NAD 83(1997) position.
 ME0201
 ME0201;                    North         East     Units Scale Factor Converg.
 ME0201;SPC IN E     -   691,749.246    46,935.125   MT  1.00000131   -0 25 14.9
 ME0201;SPC IN E     - 2,269,513.98    153,986.32   sFT  1.00000131   -0 25 14.9
 ME0201;UTM  16      - 4,591,968.931   558,277.602   MT  0.99964180   +0 27 44.3
 ME0201
 ME0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0201!SPC IN E     -   0.99996333  x   1.00000131  =   0.99996464
 ME0201!UTM  16      -   0.99996333  x   0.99964180  =   0.99960514
 ME0201
 ME0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5827791968(NAD 83)
 ME0201
 ME0201                          SUPERSEDED SURVEY CONTROL
 ME0201
 ME0201  NAD 83(1986)-  41 28 37.95146(N)    086 18 07.20893(W) AD(       ) 3
 ME0201  NAD 27      -  41 28 37.80566(N)    086 18 07.18460(W) AD(       ) 3
 ME0201  NGVD 29             267.62   (m)          878.0    (f) LEVELING    3  
 ME0201
 ME0201.Superseded values are not recommended for survey control.
 ME0201
 ME0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0201.See file dsdata.pdf to determine how the superseded data were derived.
 ME0201
 ME0201_MARKER: DB = BENCH MARK DISK
 ME0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0201_STAMPING: C 167 RESET 1955
 ME0201_MARK LOGO: CGS
 ME0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0201+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2013
 ME0201
 ME0201  HISTORY     - Date     Condition        Report By
 ME0201  HISTORY     - 1955     MONUMENTED       CGS
 ME0201  HISTORY     - 1958     GOOD             CGS
 ME0201  HISTORY     - 19880630 GOOD             NGS
 ME0201  HISTORY     - 20100415 GOOD             INDNR
 ME0201  HISTORY     - 20131202 GOOD             INDOT
 ME0201
 ME0201                          STATION DESCRIPTION
 ME0201
 ME0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0201'1.6 MI N FROM LAPAZ.
 ME0201'IN ST. JOSEPH COUNTY, ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY
 ME0201'31 FROM THE HIGH SCHOOL AT LAPAZ, MARSHALL COUNTY, ABOUT 1.25
 ME0201'MILES NORTH OF THE BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 ME0201'LOCATED AT THE NORTHEAST CORNER OF TYLER (COUNTY LINE) ROAD, AND
 ME0201'U.S. HIGHWAY 31, 44.5 FEET NORTH OF THE CENTERLINE OF TYLER
 ME0201'ROAD, AND 64.5 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND
 ME0201'PAVEMENT (CONCRETE) ON U.S. HIGHWAY 31, ON TOP OF A CONCRETE POST
 ME0201'ABOUT 1 FOOT ABOVE THE GROUND.
 ME0201
 ME0201                          STATION RECOVERY (1988)
 ME0201
 ME0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME0201'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF NAPPANEE, 21.7
 ME0201'KM (13.50 MI) SOUTH OF SOUTH BEND, 2.6 KM (1.60 MI) NORTH OF LAPAZ
 ME0201'AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 ME0201'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 ME0201'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 ME0201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 6 IN
 ME0201'LAPAZ, GO NORTH ON U.S. HIGHWAY 31 FOR 3.3 KM (2.05 MI) TO THE
 ME0201'MARSHALL-ST JOSEPH COUNTY LINE AND THE STATION ON THE RIGHT NEAR
 ME0201'SOUTHWEST CORNER OF THE COUNTY LINE BRETHERN CHURCH.
 ME0201'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---C 167 RESET
 ME0201'1955---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 ME0201'0.4 M (1.3 FT) ABOVE THE GROUND.  LOCATED 19.66 M (64.5 FT) EAST FROM
 ME0201'CENTER OF U.S. HIGHWAY 31, 13.56 M (44.5 FT) NORTH FROM CENTER OF
 ME0201'TYLER ROAD AND 3.35 M (11.0 FT) EAST FROM A UTILITY POLE.
 ME0201'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME0201'DESCRIBED BY D.L. ADAMS.
 ME0201
 ME0201                          STATION RECOVERY (2010)
 ME0201
 ME0201'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (BMC)
 ME0201'RECOVERED IN GOOD CONDITION.
 ME0201
 ME0201                          STATION RECOVERY (2013)
 ME0201
 ME0201'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0012 ***********************************************************************
 ME0012  DESIGNATION -  C 168
 ME0012  PID         -  ME0012
 ME0012  STATE/COUNTY-  IN/ST JOSEPH
 ME0012  COUNTRY     -  US
 ME0012  USGS QUAD   -  WAKARUSA (2019)
 ME0012
 ME0012                         *CURRENT SURVEY CONTROL
 ME0012  ______________________________________________________________________
 ME0012* NAD 83(1986) POSITION- 41 37 20.     (N) 086 07 07.     (W)   SCALED
 ME0012* NAVD 88 ORTHO HEIGHT -   255.309 (meters)      837.63  (feet) ADJUSTED
 ME0012  ______________________________________________________________________
 ME0012  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0012  DYNAMIC HEIGHT  -        255.206 (meters)      837.29  (feet) COMP
 ME0012  MODELED GRAVITY -    980,215.3   (mgal)                       NAVD 88
 ME0012
 ME0012  VERT ORDER      -  SECOND    CLASS 0
 ME0012
 ME0012.The horizontal coordinates were scaled from a map and have
 ME0012.an estimated accuracy of +/- 6 seconds.
 ME0012
 ME0012.The orthometric height was determined by differential leveling and
 ME0012.adjusted by the NATIONAL GEODETIC SURVEY
 ME0012.in June 1991.
 ME0012
 ME0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0012.GEOID18 height accuracy estimate available here.
 ME0012
 ME0012.Click photographs - Photos may exist for this station.
 ME0012
 ME0012.The dynamic height is computed by dividing the NAVD 88
 ME0012.geopotential number by the normal gravity value computed on the
 ME0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0012.degrees latitude (g = 980.6199 gals.).
 ME0012
 ME0012.The modeled gravity was interpolated from observed gravity values.
 ME0012
 ME0012;                    North         East    Units  Estimated Accuracy
 ME0012;SPC IN E     -   707,760.       62,340.      MT  (+/- 180 meters Scaled)
 ME0012
 ME0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734082(NAD 83)
 ME0012
 ME0012                          SUPERSEDED SURVEY CONTROL
 ME0012
 ME0012  NGVD 29 (??/??/92)  255.428  (m)          838.02   (f) ADJ UNCH    2 0
 ME0012
 ME0012.Superseded values are not recommended for survey control.
 ME0012
 ME0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0012.See file dsdata.pdf to determine how the superseded data were derived.
 ME0012
 ME0012_MARKER: DB = BENCH MARK DISK
 ME0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0012_STAMPING: C 168 1946
 ME0012_MARK LOGO: CGS
 ME0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0012+STABILITY: SURFACE MOTION
 ME0012
 ME0012  HISTORY     - Date     Condition        Report By
 ME0012  HISTORY     - 1946     MONUMENTED       CGS
 ME0012  HISTORY     - 1984     POOR             NGS
 ME0012  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0012
 ME0012                          STATION DESCRIPTION
 ME0012
 ME0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0012'5.5 MI SE FROM MISHAWAKA.
 ME0012'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL
 ME0012'AT MISHAWAKA, THENCE ABOUT 2.3 MILES SOUTH ALONG ELDER STREET
 ME0012'AND BLACKBERRY ROAD, THENCE ABOUT 0.3 MILE WEST ALONG DRAGOON
 ME0012'TRAIL, AND THENCE ABOUT 0.5 MILE SOUTH ALONG DOGWOOD ROAD, IN THE
 ME0012'SOUTHWEST ANGLE OF THE JUNCTION OF JACKSON ROAD LEADING WEST,
 ME0012'AT THE NORTHEAST CORNER OF AN APPLE ORCHARD, 39 FEET SOUTH OF THE
 ME0012'CENTER LINE OF JACKSON ROAD, 21 FEET WEST OF THE CENTER LINE OF
 ME0012'DOGWOOD ROAD, 9.5 FEET SOUTH OF A FENCE CORNER, 1.3 FEET EAST
 ME0012'OF THE FENCE, ABOUT 2 FEET HIGHER THAN DOGWOOD ROAD, AND IN THE
 ME0012'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0012
 ME0012                          STATION RECOVERY (1984)
 ME0012
 ME0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0012'ABOUT 2/3 OF CONCRETE MONUMENT ABOVE GROUND WHERE ERROSION HAD WASHED
 ME0012'OUT AROUND IT AND WAS LEANING TOWARD THE EAST, BUT STILL SOLID IN THE
 ME0012'GROUND.
 ME0012
 ME0012                          STATION RECOVERY (2001)
 ME0012
 ME0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2086 ***********************************************************************
 ME2086  DESIGNATION -  C 168 RESET
 ME2086  PID         -  ME2086
 ME2086  STATE/COUNTY-  IN/ST JOSEPH
 ME2086  COUNTRY     -  US
 ME2086  USGS QUAD   -  WAKARUSA (2019)
 ME2086
 ME2086                         *CURRENT SURVEY CONTROL
 ME2086  ______________________________________________________________________
 ME2086* NAD 83(1986) POSITION- 41 37 20.     (N) 086 07 07.     (W)   SCALED
 ME2086* NAVD 88 ORTHO HEIGHT -   257.32  (+/-2cm)      844.2   (feet) VERTCON3
 ME2086  ______________________________________________________________________
 ME2086  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME2086  VERT ORDER      -  THIRD (See Below)
 ME2086
 ME2086.The horizontal coordinates were scaled from a map and have
 ME2086.an estimated accuracy of +/- 6 seconds.
 ME2086
 ME2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2086
 ME2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2086.GEOID18 height accuracy estimate available here.
 ME2086
 ME2086.The vertical order pertains to the NGVD 29 superseded value.
 ME2086
 ME2086.Click photographs - Photos may exist for this station.
 ME2086
 ME2086;                    North         East    Units  Estimated Accuracy
 ME2086;SPC IN E     -   707,760.       62,340.      MT  (+/- 180 meters Scaled)
 ME2086
 ME2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734082(NAD 83)
 ME2086
 ME2086                          SUPERSEDED SURVEY CONTROL
 ME2086
 ME2086  NGVD 29 (08/22/16)  257.44   (m)          844.6    (f) RESET       3  
 ME2086
 ME2086.Superseded values are not recommended for survey control.
 ME2086
 ME2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2086.See file dsdata.pdf to determine how the superseded data were derived.
 ME2086
 ME2086_MARKER: DV = VERTICAL CONTROL DISK
 ME2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2086_STAMPING: C 168 RESET 1977
 ME2086_MARK LOGO: NGS
 ME2086_PROJECTION: FLUSH
 ME2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2086+STABILITY: SURFACE MOTION
 ME2086
 ME2086  HISTORY     - Date     Condition        Report By
 ME2086  HISTORY     - 1977     MONUMENTED       NGS
 ME2086  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME2086
 ME2086                          STATION DESCRIPTION
 ME2086
 ME2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ME2086'2.5 MI SE FROM MISHAWAKA.
 ME2086'2.5 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL IN MISHAWKA,
 ME2086'THENCE ABOUT 2.3 MILES SOUTH ALONG ELDER STREET AND BLACKBERRY ROAD,
 ME2086'THENCE ABOUT 0.3 MILE WEST ALONG DRAGOON TRAIL, THENCE 0.5 MILE
 ME2086'SOUTH ALONG DOGWOOD ROAD AT THE JUNCTION OF JACKSON ROAD TO THE WEST,
 ME2086'135 FEET WEST OF THE CENTERLINE OF DOGWOOD ROAD, 21 FEET NORTH OF
 ME2086'THE CENTERLINE OF JACKSON ROAD.
 ME2086'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 ME2086'THE MARK IS 5 FT ABOVE ROAD.
 ME2086
 ME2086                          STATION RECOVERY (2001)
 ME2086
 ME2086'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME2086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0156 ***********************************************************************
 ME0156  DESIGNATION -  C 169
 ME0156  PID         -  ME0156
 ME0156  STATE/COUNTY-  IN/MARSHALL
 ME0156  COUNTRY     -  US
 ME0156  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0156
 ME0156                         *CURRENT SURVEY CONTROL
 ME0156  ______________________________________________________________________
 ME0156* NAD 83(1986) POSITION- 41 22 33.     (N) 086 07 02.     (W)   SCALED
 ME0156* NAVD 88 ORTHO HEIGHT -   248.913 (meters)      816.64  (feet) ADJUSTED
 ME0156  ______________________________________________________________________
 ME0156  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 ME0156  DYNAMIC HEIGHT  -        248.810 (meters)      816.30  (feet) COMP
 ME0156  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 ME0156
 ME0156  VERT ORDER      -  SECOND    CLASS 0
 ME0156
 ME0156.The horizontal coordinates were scaled from a map and have
 ME0156.an estimated accuracy of +/- 6 seconds.
 ME0156
 ME0156.The orthometric height was determined by differential leveling and
 ME0156.adjusted by the NATIONAL GEODETIC SURVEY
 ME0156.in June 1991.
 ME0156
 ME0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0156.GEOID18 height accuracy estimate available here.
 ME0156
 ME0156.Click photographs - Photos may exist for this station.
 ME0156
 ME0156.The dynamic height is computed by dividing the NAVD 88
 ME0156.geopotential number by the normal gravity value computed on the
 ME0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0156.degrees latitude (g = 980.6199 gals.).
 ME0156
 ME0156.The modeled gravity was interpolated from observed gravity values.
 ME0156
 ME0156;                    North         East    Units  Estimated Accuracy
 ME0156;SPC IN E     -   680,390.       62,310.      MT  (+/- 180 meters Scaled)
 ME0156
 ME0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738808(NAD 83)
 ME0156
 ME0156                          SUPERSEDED SURVEY CONTROL
 ME0156
 ME0156  NGVD 29 (??/??/92)  249.032  (m)          817.03   (f) ADJ UNCH    2 0
 ME0156
 ME0156.Superseded values are not recommended for survey control.
 ME0156
 ME0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0156.See file dsdata.pdf to determine how the superseded data were derived.
 ME0156
 ME0156_MARKER: DB = BENCH MARK DISK
 ME0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0156_STAMPING: C 169 1946
 ME0156_MARK LOGO: CGS
 ME0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0156+STABILITY: SURFACE MOTION
 ME0156
 ME0156  HISTORY     - Date     Condition        Report By
 ME0156  HISTORY     - 1946     MONUMENTED       CGS
 ME0156  HISTORY     - 19940830 GOOD             USPSQD
 ME0156
 ME0156                          STATION DESCRIPTION
 ME0156
 ME0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0156'5.4 MI N FROM BOURBON.
 ME0156'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE
 ME0156'INTERSECTION OF U.S. HIGHWAY 30 AT BOURBON, ABOUT 1.0 MILE
 ME0156'NORTH OF THE FAIRVIEW UNITED BRETHREN CHURCH, IN THE NORTHWEST
 ME0156'QUARTER OF A CROSSROADS WITH A BLACK-TOP ROAD LEADING WEST AND
 ME0156'A GRAVEL ROAD LEADING EAST, 36 FEET WEST OF THE CENTER LINE
 ME0156'OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF THE CROSS
 ME0156'ROAD, 19 FEET SOUTHWEST OF A 15-INCH POPLAR TREE, 3.0 FEET
 ME0156'NORTH OF A FENCE CORNER AND A CONCRETE RIGHT-OF-WAY POST, 1.0
 ME0156'FOOT EAST OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 ME0156'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0156'6 INCHES.
 ME0156
 ME0156                          STATION RECOVERY (1994)
 ME0156
 ME0156'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1108 ***********************************************************************
 ME1108  DESIGNATION -  C 17
 ME1108  PID         -  ME1108
 ME1108  STATE/COUNTY-  IN/NEWTON
 ME1108  COUNTRY     -  US
 ME1108  USGS QUAD   -  ENOS (2019)
 ME1108
 ME1108                         *CURRENT SURVEY CONTROL
 ME1108  ______________________________________________________________________
 ME1108* NAD 83(1986) POSITION- 41 06 25.     (N) 087 26 45.     (W)   SCALED
 ME1108* NAVD 88 ORTHO HEIGHT -   204.622 (meters)      671.33  (feet) ADJUSTED
 ME1108  ______________________________________________________________________
 ME1108  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 ME1108  DYNAMIC HEIGHT  -        204.535 (meters)      671.05  (feet) COMP
 ME1108  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 ME1108
 ME1108  VERT ORDER      -  FIRST     CLASS II
 ME1108
 ME1108.The horizontal coordinates were scaled from a map and have
 ME1108.an estimated accuracy of +/- 6 seconds.
 ME1108
 ME1108.The orthometric height was determined by differential leveling and
 ME1108.adjusted by the NATIONAL GEODETIC SURVEY
 ME1108.in June 1991.
 ME1108
 ME1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1108.GEOID18 height accuracy estimate available here.
 ME1108
 ME1108.Click photographs - Photos may exist for this station.
 ME1108
 ME1108.The dynamic height is computed by dividing the NAVD 88
 ME1108.geopotential number by the normal gravity value computed on the
 ME1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1108.degrees latitude (g = 980.6199 gals.).
 ME1108
 ME1108.The modeled gravity was interpolated from observed gravity values.
 ME1108
 ME1108;                    North         East    Units  Estimated Accuracy
 ME1108;SPC IN W     -   650,500.      869,550.      MT  (+/- 180 meters Scaled)
 ME1108
 ME1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625507(NAD 83)
 ME1108
 ME1108                          SUPERSEDED SURVEY CONTROL
 ME1108
 ME1108  NGVD 29 (??/??/92)  204.796  (m)          671.90   (f) ADJ UNCH    1 2
 ME1108
 ME1108.Superseded values are not recommended for survey control.
 ME1108
 ME1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1108.See file dsdata.pdf to determine how the superseded data were derived.
 ME1108
 ME1108_MARKER: DB = BENCH MARK DISK
 ME1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1108_STAMPING: C 17 1934
 ME1108_MARK LOGO: CGS
 ME1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1108+STABILITY: SURFACE MOTION
 ME1108
 ME1108  HISTORY     - Date     Condition        Report By
 ME1108  HISTORY     - 1934     MONUMENTED       CGS
 ME1108  HISTORY     - 1959     POOR             USGS
 ME1108
 ME1108                          STATION DESCRIPTION
 ME1108
 ME1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1108'AT CONRAD.
 ME1108'AT CONRAD, NEWTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD, ABOUT
 ME1108'100 YARDS NORTH ACROSS THE TRACK FROM THE STATION, AT A DIRT-ROAD
 ME1108'CROSSING, 32.6 FEET SOUTH OF THE DIRT ROAD, 30.8 FEET WEST OF THE
 ME1108'WEST RAIL, 15.4 FEET SOUTHWEST OF THE CROSSING WARNING-SIGN,
 ME1108'AND ABOUT 6 INCHES BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 ME1108'STAMPED C 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ME1108
 ME1108                          STATION RECOVERY (1959)
 ME1108
 ME1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ME1108'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0189 ***********************************************************************
 ME0189  DESIGNATION -  C 170
 ME0189  PID         -  ME0189
 ME0189  STATE/COUNTY-  IN/KOSCIUSKO
 ME0189  COUNTRY     -  US
 ME0189  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0189
 ME0189                         *CURRENT SURVEY CONTROL
 ME0189  ______________________________________________________________________
 ME0189* NAD 83(1986) POSITION- 41 24 28.     (N) 086 01 31.     (W)   SCALED
 ME0189* NAVD 88 ORTHO HEIGHT -   257.200 (meters)      843.83  (feet) ADJUSTED
 ME0189  ______________________________________________________________________
 ME0189  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 ME0189  DYNAMIC HEIGHT  -        257.096 (meters)      843.49  (feet) COMP
 ME0189  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 ME0189
 ME0189  VERT ORDER      -  SECOND    CLASS 0
 ME0189
 ME0189.The horizontal coordinates were scaled from a map and have
 ME0189.an estimated accuracy of +/- 6 seconds.
 ME0189
 ME0189.The orthometric height was determined by differential leveling and
 ME0189.adjusted by the NATIONAL GEODETIC SURVEY
 ME0189.in June 1991.
 ME0189
 ME0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0189.GEOID18 height accuracy estimate available here.
 ME0189
 ME0189.Click photographs - Photos may exist for this station.
 ME0189
 ME0189.The dynamic height is computed by dividing the NAVD 88
 ME0189.geopotential number by the normal gravity value computed on the
 ME0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0189.degrees latitude (g = 980.6199 gals.).
 ME0189
 ME0189.The modeled gravity was interpolated from observed gravity values.
 ME0189
 ME0189;                    North         East    Units  Estimated Accuracy
 ME0189;SPC IN E     -   683,910.       70,020.      MT  (+/- 180 meters Scaled)
 ME0189
 ME0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL814844(NAD 83)
 ME0189
 ME0189                          SUPERSEDED SURVEY CONTROL
 ME0189
 ME0189  NGVD 29 (??/??/92)  257.323  (m)          844.23   (f) ADJ UNCH    2 0
 ME0189
 ME0189.Superseded values are not recommended for survey control.
 ME0189
 ME0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0189.See file dsdata.pdf to determine how the superseded data were derived.
 ME0189
 ME0189_MARKER: DB = BENCH MARK DISK
 ME0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0189_SP_SET: FOUNDATION
 ME0189_STAMPING: C 170 1946
 ME0189_MARK LOGO: CGS
 ME0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0189
 ME0189  HISTORY     - Date     Condition        Report By
 ME0189  HISTORY     - 1946     MONUMENTED       CGS
 ME0189  HISTORY     - 19960530 GOOD             USPSQD
 ME0189
 ME0189                          STATION DESCRIPTION
 ME0189
 ME0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0189'4 MI SW FROM NAPPANEE.
 ME0189'IN KOSCIUSKO COUNTY, ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY
 ME0189'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 ME0189'COUNTY, THENCE ABOUT 0.95 MILE WEST ALONG A BLACK-TOP ROAD,
 ME0189'AND THENCE ABOUT 0.4 MILE NORTHWEST ALONG A WINDING GRAVEL ROAD,
 ME0189'AT THE HEPTON UNION CHURCH, IN THE NORTH FACE OF THE CONCRETE
 ME0189'FOUNDATION, 0.3 FOOT EAST OF THE NORTHWEST CORNER, AND 1.3 FEET
 ME0189'ABOVE THE GROUND.
 ME0189
 ME0189                          STATION RECOVERY (1996)
 ME0189
 ME0189'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0147 ***********************************************************************
 ME0147  DESIGNATION -  C 171
 ME0147  PID         -  ME0147
 ME0147  STATE/COUNTY-  IN/ELKHART
 ME0147  COUNTRY     -  US
 ME0147  USGS QUAD   -  WAKARUSA (2019)
 ME0147
 ME0147                         *CURRENT SURVEY CONTROL
 ME0147  ______________________________________________________________________
 ME0147* NAD 83(1986) POSITION- 41 32 10.     (N) 086 01 14.     (W)   SCALED
 ME0147* NAVD 88 ORTHO HEIGHT -   258.076 (meters)      846.70  (feet) ADJUSTED
 ME0147  ______________________________________________________________________
 ME0147  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0147  DYNAMIC HEIGHT  -        257.970 (meters)      846.36  (feet) COMP
 ME0147  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 ME0147
 ME0147  VERT ORDER      -  SECOND    CLASS 0
 ME0147
 ME0147.The horizontal coordinates were scaled from a map and have
 ME0147.an estimated accuracy of +/- 6 seconds.
 ME0147
 ME0147.The orthometric height was determined by differential leveling and
 ME0147.adjusted by the NATIONAL GEODETIC SURVEY
 ME0147.in June 1991.
 ME0147
 ME0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0147.GEOID18 height accuracy estimate available here.
 ME0147
 ME0147.Click photographs - Photos may exist for this station.
 ME0147
 ME0147.The dynamic height is computed by dividing the NAVD 88
 ME0147.geopotential number by the normal gravity value computed on the
 ME0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0147.degrees latitude (g = 980.6199 gals.).
 ME0147
 ME0147.The modeled gravity was interpolated from observed gravity values.
 ME0147
 ME0147;                    North         East    Units  Estimated Accuracy
 ME0147;SPC IN E     -   698,160.       70,470.      MT  (+/- 180 meters Scaled)
 ME0147
 ME0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL817987(NAD 83)
 ME0147
 ME0147                          SUPERSEDED SURVEY CONTROL
 ME0147
 ME0147  NGVD 29 (??/??/92)  258.195  (m)          847.09   (f) ADJ UNCH    2 0
 ME0147
 ME0147.Superseded values are not recommended for survey control.
 ME0147
 ME0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0147.See file dsdata.pdf to determine how the superseded data were derived.
 ME0147
 ME0147_MARKER: DB = BENCH MARK DISK
 ME0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0147_SP_SET: FOUNDATION
 ME0147_STAMPING: C 171 1946
 ME0147_MARK LOGO: CGS
 ME0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0147
 ME0147  HISTORY     - Date     Condition        Report By
 ME0147  HISTORY     - 1946     MONUMENTED       CGS
 ME0147  HISTORY     - 1968     GOOD             CGS
 ME0147  HISTORY     - 19950914 GOOD             USPSQD
 ME0147
 ME0147                          STATION DESCRIPTION
 ME0147
 ME0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0147'AT WAKARUSA.
 ME0147'AT WAKARUSA AT THE EXCHANGE STATE BANK BUILDING, SET VERTICALLY
 ME0147'IN THE SOUTH FACE OF THE STONE FOUNDATION 3 FT. EAST OF THE
 ME0147'SOUTHWEST CORNER DIRECTLY BENEATH A WINDOW, 3 FT. ABOVE THE
 ME0147'WALK AND SET IN A DRILL HOLE.
 ME0147
 ME0147                          STATION RECOVERY (1995)
 ME0147
 ME0147'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1211 ***********************************************************************
 MD1211  DESIGNATION -  C 172
 MD1211  PID         -  MD1211
 MD1211  STATE/COUNTY-  IN/KOSCIUSKO
 MD1211  COUNTRY     -  US
 MD1211  USGS QUAD   -  ATWOOD (2019)
 MD1211
 MD1211                         *CURRENT SURVEY CONTROL
 MD1211  ______________________________________________________________________
 MD1211* NAD 83(1986) POSITION- 41 21 42.     (N) 085 57 59.     (W)   SCALED
 MD1211* NAVD 88 ORTHO HEIGHT -   252.790 (meters)      829.36  (feet) ADJUSTED
 MD1211  ______________________________________________________________________
 MD1211  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 MD1211  DYNAMIC HEIGHT  -        252.688 (meters)      829.03  (feet) COMP
 MD1211  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 MD1211
 MD1211  VERT ORDER      -  SECOND    CLASS 0
 MD1211
 MD1211.The horizontal coordinates were scaled from a map and have
 MD1211.an estimated accuracy of +/- 6 seconds.
 MD1211
 MD1211.The orthometric height was determined by differential leveling and
 MD1211.adjusted by the NATIONAL GEODETIC SURVEY
 MD1211.in June 1991.
 MD1211
 MD1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1211.GEOID18 height accuracy estimate available here.
 MD1211
 MD1211.Click photographs - Photos may exist for this station.
 MD1211
 MD1211.The dynamic height is computed by dividing the NAVD 88
 MD1211.geopotential number by the normal gravity value computed on the
 MD1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1211.degrees latitude (g = 980.6199 gals.).
 MD1211
 MD1211.The modeled gravity was interpolated from observed gravity values.
 MD1211
 MD1211;                    North         East    Units  Estimated Accuracy
 MD1211;SPC IN E     -   678,770.       74,920.      MT  (+/- 180 meters Scaled)
 MD1211
 MD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL864794(NAD 83)
 MD1211
 MD1211                          SUPERSEDED SURVEY CONTROL
 MD1211
 MD1211  NGVD 29 (??/??/92)  252.919  (m)          829.79   (f) ADJ UNCH    2 0
 MD1211
 MD1211.Superseded values are not recommended for survey control.
 MD1211
 MD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1211.See file dsdata.pdf to determine how the superseded data were derived.
 MD1211
 MD1211_MARKER: DB = BENCH MARK DISK
 MD1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1211_STAMPING: C 172 1946
 MD1211_MARK LOGO: CGS
 MD1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1211+STABILITY: SURFACE MOTION
 MD1211
 MD1211  HISTORY     - Date     Condition        Report By
 MD1211  HISTORY     - 1946     MONUMENTED       CGS
 MD1211  HISTORY     - 19960530 GOOD             USPSQD
 MD1211
 MD1211                          STATION DESCRIPTION
 MD1211
 MD1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1211'7.3 MI SE FROM NAPPANEE.
 MD1211'IN KOSCIUSKO COUNTY, ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY
 MD1211'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 MD1211'COUNTY, THENCE ABOUT 1.8 MILES EAST ALONG A BLACK-TOP ROAD,
 MD1211'ABOUT 1.8 MILES EAST OF EAST MILLWOOD SCHOOL, IN THE NORTHEAST
 MD1211'QUARTER OF THE INTERSECTION OF A NORTH-AND-SOUTH GRAVEL ROAD,
 MD1211'28 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 20 FEET
 MD1211'NORTH OF THE CENTER LINE OF THE BLACK-TOP ROAD, 35 FEET WEST
 MD1211'OF POWER POLE 500435, 10 FEET EAST OF A STEEL-RAIL CORNER FENCE
 MD1211'POST, 1.0 FOOT SOUTH OF THE FENCE, ABOUT LEVEL WITH THE ROADS,
 MD1211'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 MD1211
 MD1211                          STATION RECOVERY (1996)
 MD1211
 MD1211'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1836 ***********************************************************************
 LA1836  DESIGNATION -  C 173
 LA1836  PID         -  LA1836
 LA1836  STATE/COUNTY-  IN/WABASH
 LA1836  COUNTRY     -  US
 LA1836  USGS QUAD   -  SOMERSET (2019)
 LA1836
 LA1836                         *CURRENT SURVEY CONTROL
 LA1836  ______________________________________________________________________
 LA1836* NAD 83(1997) POSITION- 40 44 18.87617(N) 085 49 40.49231(W)   ADJUSTED
 LA1836* NAVD 88 ORTHO HEIGHT -   243.395 (meters)      798.54  (feet) ADJUSTED
 LA1836  ______________________________________________________________________
 LA1836  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 LA1836  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 LA1836  DYNAMIC HEIGHT  -        243.277 (meters)      798.15  (feet) COMP
 LA1836  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 LA1836
 LA1836  HORZ ORDER      -  SECOND
 LA1836  VERT ORDER      -  SECOND    CLASS 0
 LA1836
 LA1836.The horizontal coordinates were established by classical geodetic methods
 LA1836.and adjusted by the National Geodetic Survey in May 1999.
 LA1836
 LA1836.The orthometric height was determined by differential leveling and
 LA1836.adjusted by the NATIONAL GEODETIC SURVEY
 LA1836.in June 1991.
 LA1836
 LA1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1836.GEOID18 height accuracy estimate available here.
 LA1836
 LA1836.Click photographs - Photos may exist for this station.
 LA1836
 LA1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1836
 LA1836.The dynamic height is computed by dividing the NAVD 88
 LA1836.geopotential number by the normal gravity value computed on the
 LA1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1836.degrees latitude (g = 980.6199 gals.).
 LA1836
 LA1836.The modeled gravity was interpolated from observed gravity values.
 LA1836
 LA1836. The following values were computed from the NAD 83(1997) position.
 LA1836
 LA1836;                    North         East     Units Scale Factor Converg.
 LA1836;SPC IN E     -   609,540.254    86,380.371   MT  0.99996895   -0 06 18.8
 LA1836;SPC IN E     - 1,999,799.98    283,399.60   sFT  0.99996895   -0 06 18.8
 LA1836;UTM  16      - 4,510,397.902   598,963.667   MT  0.99972055   +0 45 53.9
 LA1836
 LA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1836!SPC IN E     -   0.99996720  x   0.99996895  =   0.99993615
 LA1836!UTM  16      -   0.99996720  x   0.99972055  =   0.99968776
 LA1836
 LA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9896310397(NAD 83)
 LA1836
 LA1836                          SUPERSEDED SURVEY CONTROL
 LA1836
 LA1836  NAD 83(1986)-  40 44 18.87981(N)    085 49 40.50477(W) AD(       ) 2
 LA1836  NAD 27      -  40 44 18.72330(N)    085 49 40.55880(W) AD(       ) 2
 LA1836  NGVD 29 (??/??/92)  243.522  (m)          798.96   (f) ADJ UNCH    2 0
 LA1836  NGVD 29             243.52   (m)          798.9    (f) LEVELING    3  
 LA1836
 LA1836.Superseded values are not recommended for survey control.
 LA1836
 LA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1836.See file dsdata.pdf to determine how the superseded data were derived.
 LA1836
 LA1836_MARKER: DB = BENCH MARK DISK
 LA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1836_STAMPING: C 173 1946
 LA1836_MARK LOGO: CGS
 LA1836_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1836+STABILITY: SURFACE MOTION
 LA1836
 LA1836  HISTORY     - Date     Condition        Report By
 LA1836  HISTORY     - 1946     MONUMENTED       CGS
 LA1836  HISTORY     - 1948     GOOD             CGS
 LA1836  HISTORY     - 1980     MARK NOT FOUND   NGS
 LA1836
 LA1836                          STATION DESCRIPTION
 LA1836
 LA1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1836'4.8 MI N FROM MOUNT VERNON.
 LA1836'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1836'AT MOUNT VERNON, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION
 LA1836'OF STATE HIGHWAY 124, 128 FEET EAST OF THE CENTER LINE OF HIGHWAY
 LA1836'13, 61 FEET NORTH OF THE CENTER LINE OF HIGHWAY 124, 86 FEET
 LA1836'SOUTHEAST OF A POWER POLE, 30 FEET NORTHWEST OF A FENCE CORNER,
 LA1836'1.5 FOOT SOUTHWEST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE
 LA1836'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1836'6 INCHES.
 LA1836
 LA1836                          STATION RECOVERY (1948)
 LA1836
 LA1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 LA1836'SEE STATION TREATY
 LA1836
 LA1836                          STATION RECOVERY (1980)
 LA1836
 LA1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LA1836'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1632 ***********************************************************************
 LA1632  DESIGNATION -  C 174
 LA1632  PID         -  LA1632
 LA1632  STATE/COUNTY-  IN/WABASH
 LA1632  COUNTRY     -  US
 LA1632  USGS QUAD   -  WABASH (2019)
 LA1632
 LA1632                         *CURRENT SURVEY CONTROL
 LA1632  ______________________________________________________________________
 LA1632* NAD 83(1986) POSITION- 40 47 00.9    (N) 085 48 45.3    (W)   HD_HELD2
 LA1632* NAVD 88 ORTHO HEIGHT -   214.245 (meters)      702.90  (feet) ADJUSTED
 LA1632  ______________________________________________________________________
 LA1632  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 LA1632  DYNAMIC HEIGHT  -        214.142 (meters)      702.56  (feet) COMP
 LA1632  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 LA1632
 LA1632  VERT ORDER      -  FIRST     CLASS II
 LA1632
 LA1632.The horizontal coordinates were established by autonomous hand held GPS
 LA1632.observations and have an estimated accuracy of +/- 10 meters.
 LA1632
 LA1632.The orthometric height was determined by differential leveling and
 LA1632.adjusted by the NATIONAL GEODETIC SURVEY
 LA1632.in June 1991.
 LA1632
 LA1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1632.GEOID18 height accuracy estimate available here.
 LA1632
 LA1632.Click photographs - Photos may exist for this station.
 LA1632
 LA1632.The dynamic height is computed by dividing the NAVD 88
 LA1632.geopotential number by the normal gravity value computed on the
 LA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1632.degrees latitude (g = 980.6199 gals.).
 LA1632
 LA1632.The modeled gravity was interpolated from observed gravity values.
 LA1632
 LA1632;                    North         East    Units  Estimated Accuracy
 LA1632;SPC IN E     -   614,536.       87,684.      MT  (+/- 10 meters HH2 GPS)
 LA1632
 LA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0019015411(NAD 83)
 LA1632
 LA1632                          SUPERSEDED SURVEY CONTROL
 LA1632
 LA1632  NGVD 29 (??/??/92)  214.370  (m)          703.31   (f) ADJ UNCH    1 2
 LA1632
 LA1632.Superseded values are not recommended for survey control.
 LA1632
 LA1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1632.See file dsdata.pdf to determine how the superseded data were derived.
 LA1632
 LA1632_MARKER: DB = BENCH MARK DISK
 LA1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1632_SP_SET: ABUTMENT
 LA1632_STAMPING: C 174 1946
 LA1632_MARK LOGO: CGS
 LA1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1632
 LA1632  HISTORY     - Date     Condition        Report By
 LA1632  HISTORY     - 1946     MONUMENTED       CGS
 LA1632
 LA1632                          STATION DESCRIPTION
 LA1632
 LA1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1632'0.9 MI S FROM WABASH.
 LA1632'ABOUT 0.9 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1632'STATION AT WABASH, AT RAILROAD BRIDGE NO. 278 OVER A CREEK AT THE
 LA1632'SOUTH YARD LIMITS, SET IN THE TOP OF THE EAST END OF THE SOUTH
 LA1632'ABUTMENT OF THE BRIDGE, 7.5 FEET EAST OF THE EAST RAIL OF THE
 LA1632'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0306 ***********************************************************************
 LB0306  DESIGNATION -  C 175
 LB0306  PID         -  LB0306
 LB0306  STATE/COUNTY-  IN/MIAMI
 LB0306  COUNTRY     -  US
 LB0306  USGS QUAD   -  PERU (2019)
 LB0306
 LB0306                         *CURRENT SURVEY CONTROL
 LB0306  ______________________________________________________________________
 LB0306* NAD 83(1986) POSITION- 40 45 12.     (N) 086 02 14.     (W)   SCALED
 LB0306* NAVD 88 ORTHO HEIGHT -   197.784 (meters)      648.90  (feet) ADJUSTED
 LB0306  ______________________________________________________________________
 LB0306  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 LB0306  DYNAMIC HEIGHT  -        197.689 (meters)      648.58  (feet) COMP
 LB0306  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 LB0306
 LB0306  VERT ORDER      -  SECOND    CLASS 0
 LB0306
 LB0306.The horizontal coordinates were scaled from a map and have
 LB0306.an estimated accuracy of +/- 6 seconds.
 LB0306
 LB0306.The orthometric height was determined by differential leveling and
 LB0306.adjusted by the NATIONAL GEODETIC SURVEY
 LB0306.in June 1991.
 LB0306
 LB0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0306.GEOID18 height accuracy estimate available here.
 LB0306
 LB0306.Click photographs - Photos may exist for this station.
 LB0306
 LB0306.The dynamic height is computed by dividing the NAVD 88
 LB0306.geopotential number by the normal gravity value computed on the
 LB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0306.degrees latitude (g = 980.6199 gals.).
 LB0306
 LB0306.The modeled gravity was interpolated from observed gravity values.
 LB0306
 LB0306;                    North         East    Units  Estimated Accuracy
 LB0306;SPC IN E     -   611,230.       68,710.      MT  (+/- 180 meters Scaled)
 LB0306
 LB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL812118(NAD 83)
 LB0306
 LB0306                          SUPERSEDED SURVEY CONTROL
 LB0306
 LB0306  NGVD 29 (??/??/92)  197.908  (m)          649.30   (f) ADJ UNCH    2 0
 LB0306
 LB0306.Superseded values are not recommended for survey control.
 LB0306
 LB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0306.See file dsdata.pdf to determine how the superseded data were derived.
 LB0306
 LB0306_MARKER: DB = BENCH MARK DISK
 LB0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0306_SP_SET: BRIDGE RETAINING WALL
 LB0306_STAMPING: C 175 1946
 LB0306_MARK LOGO: CGS
 LB0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0306
 LB0306  HISTORY     - Date     Condition        Report By
 LB0306  HISTORY     - 1946     MONUMENTED       CGS
 LB0306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0306
 LB0306                          STATION DESCRIPTION
 LB0306
 LB0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0306'1 MI E FROM PERU.
 LB0306'ABOUT 1.0 MILE EAST ALONG THE FRANCES SLOCUM TRAIL FRM THE
 LB0306'SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER AT
 LB0306'PERU, AT A STEEL BRIDGE OVER A SMALL CREEK, SET IN THE TOP OF
 LB0306'THE EAST CONCRETE RETAINING WALL ALONG THE CREEK, ABOUT 100
 LB0306'YARDS SOUTHEAST AND ACROSS THE TRAIL FROM A SMALL WHITE FARM
 LB0306'HOUSE, 24.5 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, AND
 LB0306'ABOUT 2 FEET BELOW THE ROAD.
 LB0306
 LB0306                          STATION RECOVERY (1989)
 LB0306
 LB0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0347 ***********************************************************************
 ME0347  DESIGNATION -  C 176
 ME0347  PID         -  ME0347
 ME0347  STATE/COUNTY-  IN/MARSHALL
 ME0347  COUNTRY     -  US
 ME0347  USGS QUAD   -  ARGOS (2019)
 ME0347
 ME0347                         *CURRENT SURVEY CONTROL
 ME0347  ______________________________________________________________________
 ME0347* NAD 83(1986) POSITION- 41 10 20.     (N) 086 09 57.     (W)   SCALED
 ME0347* NAVD 88 ORTHO HEIGHT -   236.806 (meters)      776.92  (feet) ADJUSTED
 ME0347  ______________________________________________________________________
 ME0347  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 ME0347  DYNAMIC HEIGHT  -        236.705 (meters)      776.59  (feet) COMP
 ME0347  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 ME0347
 ME0347  VERT ORDER      -  SECOND    CLASS 0
 ME0347
 ME0347.The horizontal coordinates were scaled from a map and have
 ME0347.an estimated accuracy of +/- 6 seconds.
 ME0347
 ME0347.The orthometric height was determined by differential leveling and
 ME0347.adjusted by the NATIONAL GEODETIC SURVEY
 ME0347.in June 1991.
 ME0347
 ME0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0347.GEOID18 height accuracy estimate available here.
 ME0347
 ME0347.Click photographs - Photos may exist for this station.
 ME0347
 ME0347.The dynamic height is computed by dividing the NAVD 88
 ME0347.geopotential number by the normal gravity value computed on the
 ME0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0347.degrees latitude (g = 980.6199 gals.).
 ME0347
 ME0347.The modeled gravity was interpolated from observed gravity values.
 ME0347
 ME0347;                    North         East    Units  Estimated Accuracy
 ME0347;SPC IN E     -   657,800.       58,110.      MT  (+/- 180 meters Scaled)
 ME0347
 ME0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699582(NAD 83)
 ME0347
 ME0347                          SUPERSEDED SURVEY CONTROL
 ME0347
 ME0347  NGVD 29 (??/??/92)  236.925  (m)          777.31   (f) ADJ UNCH    2 0
 ME0347
 ME0347.Superseded values are not recommended for survey control.
 ME0347
 ME0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0347.See file dsdata.pdf to determine how the superseded data were derived.
 ME0347
 ME0347_MARKER: DB = BENCH MARK DISK
 ME0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0347_SP_SET: BRIDGE
 ME0347_STAMPING: C 176 1946
 ME0347_MARK LOGO: CGS
 ME0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0347
 ME0347  HISTORY     - Date     Condition        Report By
 ME0347  HISTORY     - 1946     MONUMENTED       CGS
 ME0347  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0347
 ME0347                          STATION DESCRIPTION
 ME0347
 ME0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0347'7 MI W FROM MENTONE.
 ME0347'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0347'CHURCH AT MENTONE, THENCE ABOUT 2.5 MILES WEST ALONG THE
 ME0347'MARSHALL-FULTON COUNTY LINE ROAD, ABOUT 150 YARDS WEST OF A WHITE
 ME0347'HOUSE ON THE NORTH SIDE OF THE HIGHWAY, IN THE TOP OF THE WEST
 ME0347'END OF THE NORTH CONCRETE BRIDGE RAILING OF AN 18-FOOT BRIDGE OVER
 ME0347'A DRAINAGE DITCH, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME0347'1.2 FOOT EAST OF THE WEST END OF THE BRIDGE RAILING AND 2.8 FEET
 ME0347'ABOVE BRIDGE FLOOR LEVEL.
 ME0347
 ME0347                          STATION RECOVERY (2011)
 ME0347
 ME0347'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0347'NEW STRUCTURE AT THIS LOCATION AND MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0348 ***********************************************************************
 ME0348  DESIGNATION -  C 176 RESET
 ME0348  PID         -  ME0348
 ME0348  STATE/COUNTY-  IN/MARSHALL
 ME0348  COUNTRY     -  US
 ME0348  USGS QUAD   -  ARGOS (2019)
 ME0348
 ME0348                         *CURRENT SURVEY CONTROL
 ME0348  ______________________________________________________________________
 ME0348* NAD 83(1986) POSITION- 41 10 20.     (N) 086 09 57.     (W)   SCALED
 ME0348* NAVD 88 ORTHO HEIGHT -   235.19  (meters)      771.6   (feet) RESET
 ME0348  ______________________________________________________________________
 ME0348  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 ME0348  VERT ORDER      -  THIRD
 ME0348
 ME0348.The horizontal coordinates were scaled from a map and have
 ME0348.an estimated accuracy of +/- 6 seconds.
 ME0348
 ME0348.The orthometric height was computed from unverified reset data.
 ME0348
 ME0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0348.GEOID18 height accuracy estimate available here.
 ME0348
 ME0348.Click photographs - Photos may exist for this station.
 ME0348
 ME0348;                    North         East    Units  Estimated Accuracy
 ME0348;SPC IN E     -   657,800.       58,110.      MT  (+/- 180 meters Scaled)
 ME0348
 ME0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699582(NAD 83)
 ME0348
 ME0348                          SUPERSEDED SURVEY CONTROL
 ME0348
 ME0348.No superseded survey control is available for this station.
 ME0348
 ME0348_MARKER: DB = BENCH MARK DISK
 ME0348_STAMPING: C 176 RESET 1957
 ME0348_MARK LOGO: CGS
 ME0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0348
 ME0348  HISTORY     - Date     Condition        Report By
 ME0348  HISTORY     - 1957     MONUMENTED       INHD
 ME0348  HISTORY     - 1958     GOOD             CGS
 ME0348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0348
 ME0348                          STATION DESCRIPTION
 ME0348
 ME0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0348'7 MI W FROM MENTONE.
 ME0348'ABOUT 6.95 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0348'CHURCH AT MENTONE, THENCE ABOUT 2.5 MILES WEST ALONG THE
 ME0348'MARSHALL-FULTON COUNTY LINE ROAD, ON STATE ROAD 110 RIGHT OF
 ME0348'WAY, 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NORTHEAST
 ME0348'ACROSS THE ROAD FROM NIPSCO POWER POLE 292-139 AND NORTHWEST
 ME0348'ACROSS THE ROAD FROM POLE 292-140.
 ME0348
 ME0348                          STATION RECOVERY (1987)
 ME0348
 ME0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0450 ***********************************************************************
 ME0450  DESIGNATION -  C 177
 ME0450  PID         -  ME0450
 ME0450  STATE/COUNTY-  IN/FULTON
 ME0450  COUNTRY     -  US
 ME0450  USGS QUAD   -  ROCHESTER (2019)
 ME0450
 ME0450                         *CURRENT SURVEY CONTROL
 ME0450  ______________________________________________________________________
 ME0450* NAD 83(1986) POSITION- 41 03 43.69   (N) 086 11 04.93   (W)   HD_HELD1
 ME0450* NAVD 88 ORTHO HEIGHT -   240.594 (meters)      789.35  (feet) ADJUSTED
 ME0450  ______________________________________________________________________
 ME0450  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME0450  DYNAMIC HEIGHT  -        240.488 (meters)      789.00  (feet) COMP
 ME0450  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 ME0450
 ME0450  VERT ORDER      -  SECOND    CLASS 0
 ME0450
 ME0450.This mark is at Fulton County Airport (RCR)
 ME0450
 ME0450.The horizontal coordinates were determined by differentially corrected
 ME0450.hand held GPS observations or other comparable positioning techniques
 ME0450.and have an estimated accuracy of +/- 3 meters.
 ME0450
 ME0450.The orthometric height was determined by differential leveling and
 ME0450.adjusted by the NATIONAL GEODETIC SURVEY
 ME0450.in June 1991.
 ME0450
 ME0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0450.GEOID18 height accuracy estimate available here.
 ME0450
 ME0450.Click photographs - Photos may exist for this station.
 ME0450
 ME0450.The dynamic height is computed by dividing the NAVD 88
 ME0450.geopotential number by the normal gravity value computed on the
 ME0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0450.degrees latitude (g = 980.6199 gals.).
 ME0450
 ME0450.The modeled gravity was interpolated from observed gravity values.
 ME0450
 ME0450;                    North         East    Units  Estimated Accuracy
 ME0450;SPC IN E     -   645,587.8      56,457.3     MT  (+/- 3 meters HH1 GPS) 
 ME0450
 ME0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6850345974(NAD 83)
 ME0450
 ME0450                          SUPERSEDED SURVEY CONTROL
 ME0450
 ME0450  NGVD 29 (??/??/92)  240.715  (m)          789.75   (f) ADJ UNCH    2 0
 ME0450
 ME0450.Superseded values are not recommended for survey control.
 ME0450
 ME0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0450.See file dsdata.pdf to determine how the superseded data were derived.
 ME0450
 ME0450_MARKER: DB = BENCH MARK DISK
 ME0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0450_STAMPING: C 177 1946
 ME0450_MARK LOGO: CGS
 ME0450_PROJECTION: FLUSH
 ME0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0450+STABILITY: SURFACE MOTION
 ME0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0450+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 ME0450
 ME0450  HISTORY     - Date     Condition        Report By
 ME0450  HISTORY     - 1946     MONUMENTED       CGS
 ME0450  HISTORY     - 19870730 GOOD             NGS
 ME0450  HISTORY     - 1990     GOOD             USPSQD
 ME0450  HISTORY     - 20120401 GOOD             USI
 ME0450  HISTORY     - 20150811 GOOD             LFA
 ME0450
 ME0450                          STATION DESCRIPTION
 ME0450
 ME0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0450'1.6 MI E FROM ROCHESTER.
 ME0450'ABOUT 1.6 MILE EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY
 ME0450'COURT HOUSE AT ROCHESTER, AT THE SOUTHEAST CORNER OF THE ROCHESTER
 ME0450'AIRPORT, 0.3 MILE EAST OF THE ENTRANCE TO THE AIRPORT, 106 FEET
 ME0450'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF
 ME0450'THE AIRPORT GROCERY STORE BUILDING, 40 FEET NORTH OF THE CENTER
 ME0450'LINE OF THE HIGHWAY, 1.5 FOOT WEST OF A VERTICAL RAIL CORNER
 ME0450'FENCE POST, IN LINE WITH THE NORTH RIGHT-OF-WAY FENCE LINE, ABOUT
 ME0450'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME0450'PROJECTING ABOUT 6 INCHES.
 ME0450
 ME0450                          STATION RECOVERY (1987)
 ME0450
 ME0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ME0450'FROM THE JUNCTION OF STATE ROUTE 14 AND STATE ROUTE 25 NORTH AT THE
 ME0450'EAST SIDE OF ROCHESTER, GO EAST ON HIGHWAY 14 FOR 0.45 MILES (0.72
 ME0450'KM) TO THE SOUTHEAST CORNER OF THE AIRPORT GROUNDS AND THE MARK ON
 ME0450'THE LEFT, 40.0 FEET (12.2 M) NORTH FROM THE CENTER OF HIGHWAY 14, 1.5
 ME0450'FEET (0.5 M) WEST FROM A VERTICAL RAIL CORNER FENCE POST AND 1.0 FOOT
 ME0450'(0.3 M) SOUTH FROM A WITNESS POST.
 ME0450
 ME0450                          STATION RECOVERY (1990)
 ME0450
 ME0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0450'RECOVERED IN GOOD CONDITION.
 ME0450
 ME0450                          STATION RECOVERY (2012)
 ME0450
 ME0450'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (CHS)
 ME0450'RECOVERED IN GOOD CONDITION.
 ME0450
 ME0450                          STATION RECOVERY (2015)
 ME0450
 ME0450'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1689 ***********************************************************************
 LA1689  DESIGNATION -  C 178
 LA1689  PID         -  LA1689
 LA1689  STATE/COUNTY-  IN/WABASH
 LA1689  COUNTRY     -  US
 LA1689  USGS QUAD   -  ROANN (2019)
 LA1689
 LA1689                         *CURRENT SURVEY CONTROL
 LA1689  ______________________________________________________________________
 LA1689* NAD 83(1986) POSITION- 40 59 02.     (N) 085 53 30.     (W)   SCALED
 LA1689* NAVD 88 ORTHO HEIGHT -   231.703 (meters)      760.18  (feet) ADJUSTED
 LA1689  ______________________________________________________________________
 LA1689  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 LA1689  DYNAMIC HEIGHT  -        231.598 (meters)      759.83  (feet) COMP
 LA1689  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 LA1689
 LA1689  VERT ORDER      -  SECOND    CLASS 0
 LA1689
 LA1689.The horizontal coordinates were scaled from a map and have
 LA1689.an estimated accuracy of +/- 6 seconds.
 LA1689
 LA1689.The orthometric height was determined by differential leveling and
 LA1689.adjusted by the NATIONAL GEODETIC SURVEY
 LA1689.in June 1991.
 LA1689
 LA1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1689.GEOID18 height accuracy estimate available here.
 LA1689
 LA1689.Click photographs - Photos may exist for this station.
 LA1689
 LA1689.The dynamic height is computed by dividing the NAVD 88
 LA1689.geopotential number by the normal gravity value computed on the
 LA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1689.degrees latitude (g = 980.6199 gals.).
 LA1689
 LA1689.The modeled gravity was interpolated from observed gravity values.
 LA1689
 LA1689;                    North         East    Units  Estimated Accuracy
 LA1689;SPC IN E     -   636,790.       81,070.      MT  (+/- 180 meters Scaled)
 LA1689
 LA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932375(NAD 83)
 LA1689
 LA1689                          SUPERSEDED SURVEY CONTROL
 LA1689
 LA1689  NGVD 29 (??/??/92)  231.829  (m)          760.59   (f) ADJ UNCH    2 0
 LA1689
 LA1689.Superseded values are not recommended for survey control.
 LA1689
 LA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1689.See file dsdata.pdf to determine how the superseded data were derived.
 LA1689
 LA1689_MARKER: DB = BENCH MARK DISK
 LA1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1689_SP_SET: ABUTMENT
 LA1689_STAMPING: C 178 1946
 LA1689_MARK LOGO: CGS
 LA1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1689
 LA1689  HISTORY     - Date     Condition        Report By
 LA1689  HISTORY     - 1946     MONUMENTED       CGS
 LA1689
 LA1689                          STATION DESCRIPTION
 LA1689
 LA1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1689'6.1 MI S FROM SILVER LAKE.
 LA1689'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST
 LA1689'OFFICE AT SILVER LAKE, AT THE OVERHEAD CROSSING OF THE ERIE
 LA1689'RAILROAD, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LA1689'ABUTMENT OF THE OVERPASS, 13 FEET EAST OF THE CENTER LINE OF THE
 LA1689'HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE ABUTMENT, 3.5
 LA1689'FEET ABOVE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0457 ***********************************************************************
 ME0457  DESIGNATION -  C 179
 ME0457  PID         -  ME0457
 ME0457  STATE/COUNTY-  IN/FULTON
 ME0457  COUNTRY     -  US
 ME0457  USGS QUAD   -  PERSHING (2019)
 ME0457
 ME0457                         *CURRENT SURVEY CONTROL
 ME0457  ______________________________________________________________________
 ME0457* NAD 83(1986) POSITION- 41 03 15.     (N) 086 16 49.     (W)   SCALED
 ME0457* NAVD 88 ORTHO HEIGHT -   231.410 (meters)      759.22  (feet) ADJUSTED
 ME0457  ______________________________________________________________________
 ME0457  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME0457  DYNAMIC HEIGHT  -        231.311 (meters)      758.89  (feet) COMP
 ME0457  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 ME0457
 ME0457  VERT ORDER      -  SECOND    CLASS 0
 ME0457
 ME0457.The horizontal coordinates were scaled from a map and have
 ME0457.an estimated accuracy of +/- 6 seconds.
 ME0457
 ME0457.The orthometric height was determined by differential leveling and
 ME0457.adjusted by the NATIONAL GEODETIC SURVEY
 ME0457.in June 1991.
 ME0457
 ME0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0457.GEOID18 height accuracy estimate available here.
 ME0457
 ME0457.Click photographs - Photos may exist for this station.
 ME0457
 ME0457.The dynamic height is computed by dividing the NAVD 88
 ME0457.geopotential number by the normal gravity value computed on the
 ME0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0457.degrees latitude (g = 980.6199 gals.).
 ME0457
 ME0457.The modeled gravity was interpolated from observed gravity values.
 ME0457
 ME0457;                    North         East    Units  Estimated Accuracy
 ME0457;SPC IN E     -   644,760.       48,420.      MT  (+/- 180 meters Scaled)
 ME0457
 ME0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL604450(NAD 83)
 ME0457
 ME0457                          SUPERSEDED SURVEY CONTROL
 ME0457
 ME0457  NGVD 29 (??/??/92)  231.535  (m)          759.63   (f) ADJ UNCH    2 0
 ME0457
 ME0457.Superseded values are not recommended for survey control.
 ME0457
 ME0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0457.See file dsdata.pdf to determine how the superseded data were derived.
 ME0457
 ME0457_MARKER: DB = BENCH MARK DISK
 ME0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0457_STAMPING: C 179 1946
 ME0457_MARK LOGO: CGS
 ME0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0457+STABILITY: SURFACE MOTION
 ME0457
 ME0457  HISTORY     - Date     Condition        Report By
 ME0457  HISTORY     - 1946     MONUMENTED       CGS
 ME0457
 ME0457                          STATION DESCRIPTION
 ME0457
 ME0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0457'4.1 MI SW FROM ROCHESTER.
 ME0457'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT
 ME0457'HOUSE AT ROCHESTER, THENCE ABOUT 3.4 MILES WEST ALONG STATE
 ME0457'HIGHWAY 14, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 ME0457'OF A NORTH-SOUTH GRAVEL ROAD, 54 FEET SOUTH OF THE CENTER LINE
 ME0457'OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0457'ROAD, 11 FEET NORTHWEST OF A 16 INCH CHERRY TREE, 3 FEET SOUTHWEST
 ME0457'OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, ABOUT LEVEL WITH
 ME0457'THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0457'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0922 ***********************************************************************
 ME0922  DESIGNATION -  C 18
 ME0922  PID         -  ME0922
 ME0922  STATE/COUNTY-  IN/LAKE
 ME0922  COUNTRY     -  US
 ME0922  USGS QUAD   -  HIGHLAND (2019)
 ME0922
 ME0922                         *CURRENT SURVEY CONTROL
 ME0922  ______________________________________________________________________
 ME0922* NAD 83(1986) POSITION- 41 35 31.     (N) 087 28 03.     (W)   SCALED
 ME0922* NAVD 88 ORTHO HEIGHT -   184.232 (meters)      604.43  (feet) ADJUSTED
 ME0922  ______________________________________________________________________
 ME0922  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME0922  DYNAMIC HEIGHT  -        184.164 (meters)      604.21  (feet) COMP
 ME0922  MODELED GRAVITY -    980,248.4   (mgal)                       NAVD 88
 ME0922
 ME0922  VERT ORDER      -  FIRST     CLASS II
 ME0922
 ME0922.The horizontal coordinates were scaled from a map and have
 ME0922.an estimated accuracy of +/- 6 seconds.
 ME0922
 ME0922.The orthometric height was determined by differential leveling and
 ME0922.adjusted by the NATIONAL GEODETIC SURVEY
 ME0922.in June 1991.
 ME0922
 ME0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0922.GEOID18 height accuracy estimate available here.
 ME0922
 ME0922.Click photographs - Photos may exist for this station.
 ME0922
 ME0922.The dynamic height is computed by dividing the NAVD 88
 ME0922.geopotential number by the normal gravity value computed on the
 ME0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0922.degrees latitude (g = 980.6199 gals.).
 ME0922
 ME0922.The modeled gravity was interpolated from observed gravity values.
 ME0922
 ME0922;                    North         East    Units  Estimated Accuracy
 ME0922;SPC IN W     -   704,370.      867,970.      MT  (+/- 180 meters Scaled)
 ME0922
 ME0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM610045(NAD 83)
 ME0922
 ME0922                          SUPERSEDED SURVEY CONTROL
 ME0922
 ME0922  NGVD 29 (??/??/92)  184.346  (m)          604.81   (f) ADJ UNCH    1 2
 ME0922
 ME0922.Superseded values are not recommended for survey control.
 ME0922
 ME0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0922.See file dsdata.pdf to determine how the superseded data were derived.
 ME0922
 ME0922_MARKER: DB = BENCH MARK DISK
 ME0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0922_STAMPING: C 18 1934
 ME0922_MARK LOGO: CGS
 ME0922_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0922+STABILITY: SURFACE MOTION
 ME0922
 ME0922  HISTORY     - Date     Condition        Report By
 ME0922  HISTORY     - 1934     MONUMENTED       CGS
 ME0922  HISTORY     - 1947     GOOD             CGS
 ME0922  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0922
 ME0922                          STATION DESCRIPTION
 ME0922
 ME0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0922'AT HAMMOND.
 ME0922'AT HAMMOND, AT THE INTERSECTION OF THE NEW YORK, CHICAGO AND
 ME0922'ST. LOUIS RAILROAD AND THE NEW YORK CENTRAL RAILROAD, ABOUT
 ME0922'300 YARDS SOUTHEAST OF THE N.Y.C. AND ST. L. RR STATION OSBURN,
 ME0922'ABOUT 100 YARDS SOUTH OF CONTROL TOWER R.N., 250 FEET SOUTH OF
 ME0922'THE SOUTH RAIL OF THE MAIN TRACK OF THE N.Y.C. AND ST. L. RR.,
 ME0922'20.5 FEET EAST OF THE EAST RAIL OF A SIDE TRACK TO FREIGHT
 ME0922'YARDS, 18 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 ME0922'N.Y.C. RR, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0922'LEVEL WITH THE RAIL AND SET IN THE TOP OF A CONCRETE POST
 ME0922'PROJECTING 4 INCHES.
 ME0922
 ME0922                          STATION RECOVERY (1990)
 ME0922
 ME0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0922'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0238 ***********************************************************************
 LB0238  DESIGNATION -  C 180
 LB0238  PID         -  LB0238
 LB0238  STATE/COUNTY-  IN/MIAMI
 LB0238  COUNTRY     -  US
 LB0238  USGS QUAD   -  PERU (2019)
 LB0238
 LB0238                         *CURRENT SURVEY CONTROL
 LB0238  ______________________________________________________________________
 LB0238* NAD 83(1986) POSITION- 40 46 41.     (N) 086 03 29.     (W)   SCALED
 LB0238* NAVD 88 ORTHO HEIGHT -   200.444 (meters)      657.62  (feet) ADJUSTED
 LB0238  ______________________________________________________________________
 LB0238  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 LB0238  DYNAMIC HEIGHT  -        200.348 (meters)      657.31  (feet) COMP
 LB0238  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB0238
 LB0238  VERT ORDER      -  SECOND    CLASS 0
 LB0238
 LB0238.The horizontal coordinates were scaled from a map and have
 LB0238.an estimated accuracy of +/- 6 seconds.
 LB0238
 LB0238.The orthometric height was determined by differential leveling and
 LB0238.adjusted by the NATIONAL GEODETIC SURVEY
 LB0238.in June 1991.
 LB0238
 LB0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0238.GEOID18 height accuracy estimate available here.
 LB0238
 LB0238.Click photographs - Photos may exist for this station.
 LB0238
 LB0238.The dynamic height is computed by dividing the NAVD 88
 LB0238.geopotential number by the normal gravity value computed on the
 LB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0238.degrees latitude (g = 980.6199 gals.).
 LB0238
 LB0238.The modeled gravity was interpolated from observed gravity values.
 LB0238
 LB0238;                    North         East    Units  Estimated Accuracy
 LB0238;SPC IN E     -   613,990.       66,960.      MT  (+/- 180 meters Scaled)
 LB0238
 LB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL794145(NAD 83)
 LB0238
 LB0238                          SUPERSEDED SURVEY CONTROL
 LB0238
 LB0238  NGVD 29 (??/??/92)  200.567  (m)          658.03   (f) ADJ UNCH    2 0
 LB0238
 LB0238.Superseded values are not recommended for survey control.
 LB0238
 LB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0238.See file dsdata.pdf to determine how the superseded data were derived.
 LB0238
 LB0238_MARKER: DB = BENCH MARK DISK
 LB0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0238_SP_SET: BRIDGE WINGWALL
 LB0238_STAMPING: C 180 1946
 LB0238_MARK LOGO: CGS
 LB0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0238
 LB0238  HISTORY     - Date     Condition        Report By
 LB0238  HISTORY     - 1946     MONUMENTED       CGS
 LB0238  HISTORY     - 1961     GOOD             LOCSUR
 LB0238  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0238
 LB0238                          STATION DESCRIPTION
 LB0238
 LB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0238'2.1 MI NE FROM PERU.
 LB0238'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURT
 LB0238'HOUSE AT PERU, ABOUT 0.3 MILE SOUTH OF A RIGHT ANGLE TURN IN THE
 LB0238'HIGHWAY WITH TANGENTS EXTENDING SOUTH AND EAST, SET IN THE TOP
 LB0238'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING WALL OF A
 LB0238'50 FOOT SINGLE SPAN STEEL BRIDGE OVER PRAIRIE DITCH, 17 FEET EAST
 LB0238'OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET SOUTHEAST OF THE
 LB0238'SOUTH END OF THE EAST STEEL BRIDGE RAILING, AND ABOUT LEVEL WITH
 LB0238'THE BRIDGE FLOOR.
 LB0238
 LB0238                          STATION RECOVERY (1961)
 LB0238
 LB0238'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0238'RECOVERED IN GOOD CONDITION.
 LB0238
 LB0238                          STATION RECOVERY (1989)
 LB0238
 LB0238'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0193 ***********************************************************************
 LB0193  DESIGNATION -  C 181
 LB0193  PID         -  LB0193
 LB0193  STATE/COUNTY-  IN/FULTON
 LB0193  COUNTRY     -  US
 LB0193  USGS QUAD   -  FULTON (2019)
 LB0193
 LB0193                         *CURRENT SURVEY CONTROL
 LB0193  ______________________________________________________________________
 LB0193* NAD 83(1986) POSITION- 40 56 44.     (N) 086 16 49.     (W)   SCALED
 LB0193* NAVD 88 ORTHO HEIGHT -   241.160 (meters)      791.21  (feet) ADJUSTED
 LB0193  ______________________________________________________________________
 LB0193  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LB0193  DYNAMIC HEIGHT  -        241.054 (meters)      790.86  (feet) COMP
 LB0193  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 LB0193
 LB0193  VERT ORDER      -  SECOND    CLASS 0
 LB0193
 LB0193.The horizontal coordinates were scaled from a map and have
 LB0193.an estimated accuracy of +/- 6 seconds.
 LB0193
 LB0193.The orthometric height was determined by differential leveling and
 LB0193.adjusted by the NATIONAL GEODETIC SURVEY
 LB0193.in June 1991.
 LB0193
 LB0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0193.GEOID18 height accuracy estimate available here.
 LB0193
 LB0193.Click photographs - Photos may exist for this station.
 LB0193
 LB0193.The dynamic height is computed by dividing the NAVD 88
 LB0193.geopotential number by the normal gravity value computed on the
 LB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0193.degrees latitude (g = 980.6199 gals.).
 LB0193
 LB0193.The modeled gravity was interpolated from observed gravity values.
 LB0193
 LB0193;                    North         East    Units  Estimated Accuracy
 LB0193;SPC IN E     -   632,690.       48,330.      MT  (+/- 180 meters Scaled)
 LB0193
 LB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL605329(NAD 83)
 LB0193
 LB0193                          SUPERSEDED SURVEY CONTROL
 LB0193
 LB0193  NGVD 29 (??/??/92)  241.280  (m)          791.60   (f) ADJ UNCH    2 0
 LB0193
 LB0193.Superseded values are not recommended for survey control.
 LB0193
 LB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0193.See file dsdata.pdf to determine how the superseded data were derived.
 LB0193
 LB0193_MARKER: DB = BENCH MARK DISK
 LB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0193_STAMPING: C 181 1946
 LB0193_MARK LOGO: CGS
 LB0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0193+STABILITY: SURFACE MOTION
 LB0193
 LB0193  HISTORY     - Date     Condition        Report By
 LB0193  HISTORY     - 1946     MONUMENTED       CGS
 LB0193  HISTORY     - 1989     POOR             USPSQD
 LB0193  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0193
 LB0193                          STATION DESCRIPTION
 LB0193
 LB0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0193'1.2 MI SW FROM FULTON.
 LB0193'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0193'AT FULTON, THENCE ABOUT 0.9 MILE WEST ALONG A ROAD LEADING TO
 LB0193'BLUEGRASS, AT THE JUNCTION OF A DIM ROAD SOUTH, 139 FEET NORTHWEST
 LB0193'OF THE NORTHWEST CORNER OF A FARM HOUSE, 35.5 FEET EAST AND ACROSS
 LB0193'THE ROAD SOUTH FROM AN 18 INCH CONCRETE FENCE CORNER POST, 35 FEET
 LB0193'NORTH OF AN 18 INCH HICKORY TREE, 21 FEET EAST OF THE CENTER LINE
 LB0193'OF THE ROAD SOUTH, 5.5 FEET EAST OF A 6 INCH CONCRETE CORNER FENCE
 LB0193'POST, ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE TOP OF A
 LB0193'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 0.35
 LB0193'MILE WEST OF A STEEL BRIDGE OVER A BRANCH OF THE MILL CREEK.
 LB0193
 LB0193                          STATION RECOVERY (1989)
 LB0193
 LB0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0193'MARK RECOVERED IN POOR CONDITION.
 LB0193
 LB0193                          STATION RECOVERY (1992)
 LB0193
 LB0193'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1037 ***********************************************************************
 MD1037  DESIGNATION -  C 182
 MD1037  PID         -  MD1037
 MD1037  STATE/COUNTY-  IN/KOSCIUSKO
 MD1037  COUNTRY     -  US
 MD1037  USGS QUAD   -  BURKET (2019)
 MD1037
 MD1037                         *CURRENT SURVEY CONTROL
 MD1037  ______________________________________________________________________
 MD1037* NAD 83(1986) POSITION- 41 10 08.     (N) 085 52 30.     (W)   SCALED
 MD1037* NAVD 88 ORTHO HEIGHT -   265.488 (meters)      871.02  (feet) ADJUSTED
 MD1037  ______________________________________________________________________
 MD1037  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 MD1037  DYNAMIC HEIGHT  -        265.373 (meters)      870.64  (feet) COMP
 MD1037  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 MD1037
 MD1037  VERT ORDER      -  FIRST     CLASS II
 MD1037
 MD1037.The horizontal coordinates were scaled from a map and have
 MD1037.an estimated accuracy of +/- 6 seconds.
 MD1037
 MD1037.The orthometric height was determined by differential leveling and
 MD1037.adjusted by the NATIONAL GEODETIC SURVEY
 MD1037.in June 1991.
 MD1037
 MD1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1037.GEOID18 height accuracy estimate available here.
 MD1037
 MD1037.Click photographs - Photos may exist for this station.
 MD1037
 MD1037.The dynamic height is computed by dividing the NAVD 88
 MD1037.geopotential number by the normal gravity value computed on the
 MD1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1037.degrees latitude (g = 980.6199 gals.).
 MD1037
 MD1037.The modeled gravity was interpolated from observed gravity values.
 MD1037
 MD1037;                    North         East    Units  Estimated Accuracy
 MD1037;SPC IN E     -   657,340.       82,520.      MT  (+/- 180 meters Scaled)
 MD1037
 MD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL943581(NAD 83)
 MD1037
 MD1037                          SUPERSEDED SURVEY CONTROL
 MD1037
 MD1037  NGVD 29 (??/??/92)  265.619  (m)          871.45   (f) ADJ UNCH    1 2
 MD1037
 MD1037.Superseded values are not recommended for survey control.
 MD1037
 MD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1037.See file dsdata.pdf to determine how the superseded data were derived.
 MD1037
 MD1037_MARKER: DB = BENCH MARK DISK
 MD1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1037_STAMPING: C 182 1946
 MD1037_MARK LOGO: CGS
 MD1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1037+STABILITY: SURFACE MOTION
 MD1037
 MD1037  HISTORY     - Date     Condition        Report By
 MD1037  HISTORY     - 1946     MONUMENTED       CGS
 MD1037
 MD1037                          STATION DESCRIPTION
 MD1037
 MD1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1037'3 MI N FROM CLAYPOOL.
 MD1037'2.95 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1037'STATION AT CLAYPOOL, ABOUT 0.45 MILE SOUTH OF A DIRT ROAD CROSSING,
 MD1037'SET ON THE EAST SIDE OF THE TRACK, AT THE SOUTH END OF A SMALL
 MD1037'CUT, 48 FEET SOUTH OF THE FIRST POLE SOUTH OF POLE NO. 84/30,
 MD1037'32 FEET EAST OF THE EAST RAIL, 20.5 FEET WEST OF A 6 INCH
 MD1037'BLAZED WALNUT TREE, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE,
 MD1037'ABOUT 3 FEET ABOVE THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MD1037'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0148 ***********************************************************************
 LB0148  DESIGNATION -  C 183
 LB0148  PID         -  LB0148
 LB0148  STATE/COUNTY-  IN/CASS
 LB0148  COUNTRY     -  US
 LB0148  USGS QUAD   -  LOGANSPORT (2019)
 LB0148
 LB0148                         *CURRENT SURVEY CONTROL
 LB0148  ______________________________________________________________________
 LB0148* NAD 83(1986) POSITION- 40 52 00.     (N) 086 19 15.     (W)   SCALED
 LB0148* NAVD 88 ORTHO HEIGHT -   237.034 (meters)      777.67  (feet) ADJUSTED
 LB0148  ______________________________________________________________________
 LB0148  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 LB0148  DYNAMIC HEIGHT  -        236.926 (meters)      777.31  (feet) COMP
 LB0148  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 LB0148
 LB0148  VERT ORDER      -  SECOND    CLASS 0
 LB0148
 LB0148.The horizontal coordinates were scaled from a map and have
 LB0148.an estimated accuracy of +/- 6 seconds.
 LB0148
 LB0148.The orthometric height was determined by differential leveling and
 LB0148.adjusted by the NATIONAL GEODETIC SURVEY
 LB0148.in June 1991.
 LB0148
 LB0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0148.GEOID18 height accuracy estimate available here.
 LB0148
 LB0148.Click photographs - Photos may exist for this station.
 LB0148
 LB0148.The dynamic height is computed by dividing the NAVD 88
 LB0148.geopotential number by the normal gravity value computed on the
 LB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0148.degrees latitude (g = 980.6199 gals.).
 LB0148
 LB0148.The modeled gravity was interpolated from observed gravity values.
 LB0148
 LB0148;                    North         East    Units  Estimated Accuracy
 LB0148;SPC IN E     -   623,960.       44,850.      MT  (+/- 180 meters Scaled)
 LB0148
 LB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572241(NAD 83)
 LB0148
 LB0148                          SUPERSEDED SURVEY CONTROL
 LB0148
 LB0148  NGVD 29 (??/??/92)  237.149  (m)          778.05   (f) ADJ UNCH    2 0
 LB0148
 LB0148.Superseded values are not recommended for survey control.
 LB0148
 LB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0148.See file dsdata.pdf to determine how the superseded data were derived.
 LB0148
 LB0148_MARKER: DB = BENCH MARK DISK
 LB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0148_STAMPING: C 183 1946
 LB0148_MARK LOGO: CGS
 LB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0148+STABILITY: SURFACE MOTION
 LB0148
 LB0148  HISTORY     - Date     Condition        Report By
 LB0148  HISTORY     - 1946     MONUMENTED       CGS
 LB0148  HISTORY     - 1989     GOOD             USPSQD
 LB0148
 LB0148                          STATION DESCRIPTION
 LB0148
 LB0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0148'0.5 MI W FROM METEA.
 LB0148'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS INTERSECTION
 LB0148'WITH STATE HIGHWAY 25 AT METEA, SET AT A WHITE SHINGLE HOUSE
 LB0148'ON THE NORTH SIDE OF THE HIGHWAY, 99 FEET SOUTHWEST OF THE
 LB0148'SOUTHWEST CORNER OF THE HOUSE, 129 FEET SOUTH-SOUTHWEST OF THE
 LB0148'SOUTHWEST CORNER OF THE GARAGE, 54 FEET NORTHWEST AND ACROSS
 LB0148'THE HIGHWAY FROM POWER POLE NO. 125/820, WITH TRANSFORMER, 51
 LB0148'FEET WEST OF THE CENTER LINE OF THE DRIVE WAY, 21 FEET NORTH
 LB0148'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A CORNER
 LB0148'FENCE POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LB0148'OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0148
 LB0148                          STATION RECOVERY (1989)
 LB0148
 LB0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0406 ***********************************************************************
 LB0406  DESIGNATION -  C 184
 LB0406  PID         -  LB0406
 LB0406  STATE/COUNTY-  IN/HAMILTON
 LB0406  COUNTRY     -  US
 LB0406  USGS QUAD   -  SHERIDAN (2019)
 LB0406
 LB0406                         *CURRENT SURVEY CONTROL
 LB0406  ______________________________________________________________________
 LB0406* NAD 83(1986) POSITION- 40 08 35.     (N) 086 14 07.     (W)   SCALED
 LB0406* NAVD 88 ORTHO HEIGHT -   293.011 (meters)      961.32  (feet) ADJUSTED
 LB0406  ______________________________________________________________________
 LB0406  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 LB0406  DYNAMIC HEIGHT  -        292.849 (meters)      960.79  (feet) COMP
 LB0406  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 LB0406
 LB0406  VERT ORDER      -  SECOND    CLASS 0
 LB0406
 LB0406.The horizontal coordinates were scaled from a map and have
 LB0406.an estimated accuracy of +/- 6 seconds.
 LB0406
 LB0406.The orthometric height was determined by differential leveling and
 LB0406.adjusted by the NATIONAL GEODETIC SURVEY
 LB0406.in June 1991.
 LB0406
 LB0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0406.GEOID18 height accuracy estimate available here.
 LB0406
 LB0406.Click photographs - Photos may exist for this station.
 LB0406
 LB0406.The dynamic height is computed by dividing the NAVD 88
 LB0406.geopotential number by the normal gravity value computed on the
 LB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0406.degrees latitude (g = 980.6199 gals.).
 LB0406
 LB0406.The modeled gravity was interpolated from observed gravity values.
 LB0406
 LB0406;                    North         East    Units  Estimated Accuracy
 LB0406;SPC IN E     -   543,560.       51,550.      MT  (+/- 180 meters Scaled)
 LB0406
 LB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK651439(NAD 83)
 LB0406
 LB0406                          SUPERSEDED SURVEY CONTROL
 LB0406
 LB0406  NGVD 29 (??/??/92)  293.118  (m)          961.67   (f) ADJ UNCH    2 0
 LB0406
 LB0406.Superseded values are not recommended for survey control.
 LB0406
 LB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0406.See file dsdata.pdf to determine how the superseded data were derived.
 LB0406
 LB0406_MARKER: DB = BENCH MARK DISK
 LB0406_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0406_SP_SET: SEMAPHORE FOUNDATION
 LB0406_STAMPING: C 184 1946
 LB0406_MARK LOGO: CGS
 LB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0406+STABILITY: SURFACE MOTION
 LB0406
 LB0406  HISTORY     - Date     Condition        Report By
 LB0406  HISTORY     - 1946     MONUMENTED       CGS
 LB0406  HISTORY     - 1961     GOOD             CGS
 LB0406  HISTORY     - 20221024 MARK NOT FOUND   IN-057
 LB0406
 LB0406                          STATION DESCRIPTION
 LB0406
 LB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0406'1.1 MI NW FROM SHERIDAN.
 LB0406'ABOUT 1.1 MILE NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS, AND
 LB0406'LOUISVILLE RAILWAY FROM THE STATION AT SHERIDAN, ABOUT 0.4 MILE
 LB0406'SOUTHEAST OF THE CROSSING OF THE BOONE-HAMILTON COUNTY LINE ROAD,
 LB0406'19 1/2 RAILS SOUTHEAST OF A WHISTLE SIGN POST, SET IN THE TOP OF
 LB0406'THE SOUTHEAST SIDE OF AN ABANDONED CONCRETE SEMAPHORE SIGNAL
 LB0406'FOUNDATION, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 70 FEET
 LB0406'NORTH-NORTH WEST OF A T FENCE CORNER POST IN THE SOUTHWEST
 LB0406'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT BELOW THE TRACK.
 LB0406
 LB0406                          STATION RECOVERY (1961)
 LB0406
 LB0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0406'RECOVERED IN GOOD CONDITION.
 LB0406
 LB0406                          STATION RECOVERY (2022)
 LB0406
 LB0406'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1311 ***********************************************************************
 LA1311  DESIGNATION -  C 185
 LA1311  PID         -  LA1311
 LA1311  STATE/COUNTY-  IN/MADISON
 LA1311  COUNTRY     -  US
 LA1311  USGS QUAD   -  ALEXANDRIA (2019)
 LA1311
 LA1311                         *CURRENT SURVEY CONTROL
 LA1311  ______________________________________________________________________
 LA1311* NAD 83(1986) POSITION- 40 20 20.     (N) 085 38 40.     (W)   SCALED
 LA1311* NAVD 88 ORTHO HEIGHT -   266.423 (meters)      874.09  (feet) ADJUSTED
 LA1311  ______________________________________________________________________
 LA1311  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LA1311  DYNAMIC HEIGHT  -        266.285 (meters)      873.64  (feet) COMP
 LA1311  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 LA1311
 LA1311  VERT ORDER      -  FIRST     CLASS II
 LA1311
 LA1311.The horizontal coordinates were scaled from a map and have
 LA1311.an estimated accuracy of +/- 6 seconds.
 LA1311
 LA1311.The orthometric height was determined by differential leveling and
 LA1311.adjusted by the NATIONAL GEODETIC SURVEY
 LA1311.in June 1991.
 LA1311
 LA1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1311.GEOID18 height accuracy estimate available here.
 LA1311
 LA1311.Click photographs - Photos may exist for this station.
 LA1311
 LA1311.The dynamic height is computed by dividing the NAVD 88
 LA1311.geopotential number by the normal gravity value computed on the
 LA1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1311.degrees latitude (g = 980.6199 gals.).
 LA1311
 LA1311.The modeled gravity was interpolated from observed gravity values.
 LA1311
 LA1311;                    North         East    Units  Estimated Accuracy
 LA1311;SPC IN E     -   565,150.      101,890.      MT  (+/- 180 meters Scaled)
 LA1311
 LA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151662(NAD 83)
 LA1311
 LA1311                          SUPERSEDED SURVEY CONTROL
 LA1311
 LA1311  NGVD 29 (??/??/92)  266.564  (m)          874.55   (f) ADJ UNCH    1 2
 LA1311
 LA1311.Superseded values are not recommended for survey control.
 LA1311
 LA1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1311.See file dsdata.pdf to determine how the superseded data were derived.
 LA1311
 LA1311_MARKER: DB = BENCH MARK DISK
 LA1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1311_SP_SET: WATER TOWER PIER FOUNDATION
 LA1311_STAMPING: C 185 1946
 LA1311_MARK LOGO: CGS
 LA1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1311
 LA1311  HISTORY     - Date     Condition        Report By
 LA1311  HISTORY     - 1946     MONUMENTED       CGS
 LA1311  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 LA1311  HISTORY     - 20180914 MARK NOT FOUND   INDOT
 LA1311
 LA1311                          STATION DESCRIPTION
 LA1311
 LA1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1311'AT SUMMITVILLE.
 LA1311'AT SUMMITVILLE, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 140
 LA1311'FEET NORTH OF THE NORTH END OF THE STATION, SET IN THE TOP OF THE
 LA1311'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHEAST
 LA1311'PIER OF THE RAILROAD WATER TOWER, ABOUT 3 FEET BELOW THE TRACK.
 LA1311
 LA1311                          STATION RECOVERY (1999)
 LA1311
 LA1311'RECOVERY NOTE BY US POWER SQUADRON 1999
 LA1311'MARK NOT FOUND.
 LA1311
 LA1311                          STATION RECOVERY (2018)
 LA1311
 LA1311'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 LA1311'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0786 ***********************************************************************
 MD0786  DESIGNATION -  C 186
 MD0786  PID         -  MD0786
 MD0786  STATE/COUNTY-  IN/WHITLEY
 MD0786  COUNTRY     -  US
 MD0786  USGS QUAD   -  LAUD (2019)
 MD0786
 MD0786                         *CURRENT SURVEY CONTROL
 MD0786  ______________________________________________________________________
 MD0786* NAD 83(1986) POSITION- 41 04 36.     (N) 085 29 11.     (W)   SCALED
 MD0786* NAVD 88 ORTHO HEIGHT -   254.439 (meters)      834.77  (feet) ADJUSTED
 MD0786  ______________________________________________________________________
 MD0786  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 MD0786  DYNAMIC HEIGHT  -        254.334 (meters)      834.43  (feet) COMP
 MD0786  MODELED GRAVITY -    980,205.8   (mgal)                       NAVD 88
 MD0786
 MD0786  VERT ORDER      -  SECOND    CLASS 0
 MD0786
 MD0786.The horizontal coordinates were scaled from a map and have
 MD0786.an estimated accuracy of +/- 6 seconds.
 MD0786
 MD0786.The orthometric height was determined by differential leveling and
 MD0786.adjusted by the NATIONAL GEODETIC SURVEY
 MD0786.in June 1991.
 MD0786
 MD0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0786.GEOID18 height accuracy estimate available here.
 MD0786
 MD0786.Click photographs - Photos may exist for this station.
 MD0786
 MD0786.The dynamic height is computed by dividing the NAVD 88
 MD0786.geopotential number by the normal gravity value computed on the
 MD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0786.degrees latitude (g = 980.6199 gals.).
 MD0786
 MD0786.The modeled gravity was interpolated from observed gravity values.
 MD0786
 MD0786;                    North         East    Units  Estimated Accuracy
 MD0786;SPC IN E     -   647,090.      115,150.      MT  (+/- 180 meters Scaled)
 MD0786
 MD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL271483(NAD 83)
 MD0786
 MD0786                          SUPERSEDED SURVEY CONTROL
 MD0786
 MD0786  NGVD 29 (??/??/92)  254.589  (m)          835.26   (f) ADJ UNCH    2 0
 MD0786
 MD0786.Superseded values are not recommended for survey control.
 MD0786
 MD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0786.See file dsdata.pdf to determine how the superseded data were derived.
 MD0786
 MD0786_MARKER: DB = BENCH MARK DISK
 MD0786_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0786_SP_SET: CULVERT HEADWALL
 MD0786_STAMPING: C 186 1946
 MD0786_MARK LOGO: CGS
 MD0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0786+STABILITY: SURFACE MOTION
 MD0786
 MD0786  HISTORY     - Date     Condition        Report By
 MD0786  HISTORY     - 1946     MONUMENTED       CGS
 MD0786  HISTORY     - 1961     GOOD             CGS
 MD0786
 MD0786                          STATION DESCRIPTION
 MD0786
 MD0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0786'5.5 MI S FROM COLUMBIA CITY.
 MD0786'ABOUT 5-1/2 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE
 MD0786'COURTHOUSE IN COLUMBIA CITY THENCE 0.8 MILE W ON NO. 14 INDIANA
 MD0786'HWY. TO THE MARK ON THE LEFT, 0.2 MILE E OF A CROSSROADS, 21
 MD0786'FEET S OF CENTER LINE OF THE HIGHWAY, 1.3 FEET LOWER THAN SAME,
 MD0786'A STANDARD DISK IS SET IN A DRILL HOLE IN TOP OF THE 5-1/2-FOOT
 MD0786'CONCRETE HEADWALL OF A 14-INCH CORRUGATED IRON PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1715 ***********************************************************************
 LA1715  DESIGNATION -  C 187
 LA1715  PID         -  LA1715
 LA1715  STATE/COUNTY-  IN/HUNTINGTON
 LA1715  COUNTRY     -  US
 LA1715  USGS QUAD   -  BIPPUS (2019)
 LA1715
 LA1715                         *CURRENT SURVEY CONTROL
 LA1715  ______________________________________________________________________
 LA1715* NAD 83(1986) POSITION- 40 59 16.6    (N) 085 37 26.9    (W)   HD_HELD2
 LA1715* NAVD 88 ORTHO HEIGHT -   269.363 (meters)      883.74  (feet) ADJUSTED
 LA1715  ______________________________________________________________________
 LA1715  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LA1715  DYNAMIC HEIGHT  -        269.238 (meters)      883.33  (feet) COMP
 LA1715  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 LA1715
 LA1715  VERT ORDER      -  SECOND    CLASS 0
 LA1715
 LA1715.The horizontal coordinates were established by autonomous hand held GPS
 LA1715.observations and have an estimated accuracy of +/- 10 meters.
 LA1715
 LA1715.The orthometric height was determined by differential leveling and
 LA1715.adjusted by the NATIONAL GEODETIC SURVEY
 LA1715.in June 1991.
 LA1715
 LA1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1715.GEOID18 height accuracy estimate available here.
 LA1715
 LA1715.Click photographs - Photos may exist for this station.
 LA1715
 LA1715.The dynamic height is computed by dividing the NAVD 88
 LA1715.geopotential number by the normal gravity value computed on the
 LA1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1715.degrees latitude (g = 980.6199 gals.).
 LA1715
 LA1715.The modeled gravity was interpolated from observed gravity values.
 LA1715
 LA1715;                    North         East    Units  Estimated Accuracy
 LA1715;SPC IN E     -   637,220.      103,579.      MT  (+/- 10 meters HH2 GPS)
 LA1715
 LA1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1573438330(NAD 83)
 LA1715
 LA1715                          SUPERSEDED SURVEY CONTROL
 LA1715
 LA1715  NGVD 29 (??/??/92)  269.490  (m)          884.15   (f) ADJ UNCH    2 0
 LA1715
 LA1715.Superseded values are not recommended for survey control.
 LA1715
 LA1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1715.See file dsdata.pdf to determine how the superseded data were derived.
 LA1715
 LA1715_MARKER: DB = BENCH MARK DISK
 LA1715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1715_SP_SET: CULVERT HEADWALL
 LA1715_STAMPING: C 187 1946
 LA1715_MARK LOGO: CGS
 LA1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1715+STABILITY: SURFACE MOTION
 LA1715
 LA1715  HISTORY     - Date     Condition        Report By
 LA1715  HISTORY     - 1946     MONUMENTED       CGS
 LA1715
 LA1715                          STATION DESCRIPTION
 LA1715
 LA1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1715'AT BRACKEN.
 LA1715'AT BRACKEN, IN THE NORTHWEST QUARTER OF THE CROSS ROADS, ACROSS
 LA1715'THE HIGHWAY FROM THE ABANDONED WARREN TOWNSHIP SCHOOL BUILDING,
 LA1715'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 LA1715'14-INCH CORRUGATED PIPE CULVERT UNDER THE EAST-WEST GRAVEL ROAD,
 LA1715'19 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 105, 14 FEET
 LA1715'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1.4 FOOT EAST OF THE
 LA1715'WEST END OF THE HEADWALL, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 LA1715'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1291 ***********************************************************************
 MD1291  DESIGNATION -  C 188
 MD1291  PID         -  MD1291
 MD1291  STATE/COUNTY-  IN/WABASH
 MD1291  COUNTRY     -  US
 MD1291  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1291
 MD1291                         *CURRENT SURVEY CONTROL
 MD1291  ______________________________________________________________________
 MD1291* NAD 83(1986) POSITION- 41 00 02.     (N) 085 47 11.     (W)   SCALED
 MD1291* NAVD 88 ORTHO HEIGHT -   235.561 (meters)      772.84  (feet) ADJUSTED
 MD1291  ______________________________________________________________________
 MD1291  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 MD1291  DYNAMIC HEIGHT  -        235.453 (meters)      772.48  (feet) COMP
 MD1291  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 MD1291
 MD1291  VERT ORDER      -  SECOND    CLASS 0
 MD1291
 MD1291.The horizontal coordinates were scaled from a map and have
 MD1291.an estimated accuracy of +/- 6 seconds.
 MD1291
 MD1291.The orthometric height was determined by differential leveling and
 MD1291.adjusted by the NATIONAL GEODETIC SURVEY
 MD1291.in June 1991.
 MD1291
 MD1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1291.GEOID18 height accuracy estimate available here.
 MD1291
 MD1291.Click photographs - Photos may exist for this station.
 MD1291
 MD1291.The dynamic height is computed by dividing the NAVD 88
 MD1291.geopotential number by the normal gravity value computed on the
 MD1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1291.degrees latitude (g = 980.6199 gals.).
 MD1291
 MD1291.The modeled gravity was interpolated from observed gravity values.
 MD1291
 MD1291;                    North         East    Units  Estimated Accuracy
 MD1291;SPC IN E     -   638,630.       89,930.      MT  (+/- 180 meters Scaled)
 MD1291
 MD1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020395(NAD 83)
 MD1291
 MD1291                          SUPERSEDED SURVEY CONTROL
 MD1291
 MD1291  NGVD 29 (??/??/92)  235.687  (m)          773.25   (f) ADJ UNCH    2 0
 MD1291
 MD1291.Superseded values are not recommended for survey control.
 MD1291
 MD1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1291.See file dsdata.pdf to determine how the superseded data were derived.
 MD1291
 MD1291_MARKER: DB = BENCH MARK DISK
 MD1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1291_STAMPING: C 188 1946
 MD1291_MARK LOGO: CGS
 MD1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1291+STABILITY: SURFACE MOTION
 MD1291
 MD1291  HISTORY     - Date     Condition        Report By
 MD1291  HISTORY     - 1946     MONUMENTED       CGS
 MD1291
 MD1291                          STATION DESCRIPTION
 MD1291
 MD1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1291'AT NORTH MANCHESTER.
 MD1291'AT NORTH MANCHESTER AIRPORT, AT THE SOUTHEAST CORNER OF THE
 MD1291'FIELD, 47 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 114,
 MD1291'75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 40 FEET WEST
 MD1291'OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE BARN, 7.5 FEET
 MD1291'NORTH OF A T FENCE CORNER, 1 FOOT WEST OF A BOARD FENCE, 2 FEET
 MD1291'ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD1291'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0865 ***********************************************************************
 LA0865  DESIGNATION -  C 189
 LA0865  PID         -  LA0865
 LA0865  STATE/COUNTY-  IN/ALLEN
 LA0865  COUNTRY     -  US
 LA0865  USGS QUAD   -  ZANESVILLE (2019)
 LA0865
 LA0865                         *CURRENT SURVEY CONTROL
 LA0865  ______________________________________________________________________
 LA0865* NAD 83(1986) POSITION- 40 57 36.     (N) 085 19 11.     (W)   SCALED
 LA0865* NAVD 88 ORTHO HEIGHT -   249.877 (meters)      819.80  (feet) ADJUSTED
 LA0865  ______________________________________________________________________
 LA0865  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 LA0865  DYNAMIC HEIGHT  -        249.767 (meters)      819.44  (feet) COMP
 LA0865  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 LA0865
 LA0865  VERT ORDER      -  SECOND    CLASS 0
 LA0865
 LA0865.The horizontal coordinates were scaled from a map and have
 LA0865.an estimated accuracy of +/- 6 seconds.
 LA0865
 LA0865.The orthometric height was determined by differential leveling and
 LA0865.adjusted by the NATIONAL GEODETIC SURVEY
 LA0865.in June 1991.
 LA0865
 LA0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0865.GEOID18 height accuracy estimate available here.
 LA0865
 LA0865.Click photographs - Photos may exist for this station.
 LA0865
 LA0865.The dynamic height is computed by dividing the NAVD 88
 LA0865.geopotential number by the normal gravity value computed on the
 LA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0865.degrees latitude (g = 980.6199 gals.).
 LA0865
 LA0865.The modeled gravity was interpolated from observed gravity values.
 LA0865
 LA0865;                    North         East    Units  Estimated Accuracy
 LA0865;SPC IN E     -   634,170.      129,210.      MT  (+/- 180 meters Scaled)
 LA0865
 LA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414356(NAD 83)
 LA0865
 LA0865                          SUPERSEDED SURVEY CONTROL
 LA0865
 LA0865  NGVD 29 (??/??/92)  250.022  (m)          820.28   (f) ADJ UNCH    2 0
 LA0865
 LA0865.Superseded values are not recommended for survey control.
 LA0865
 LA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0865.See file dsdata.pdf to determine how the superseded data were derived.
 LA0865
 LA0865_MARKER: DB = BENCH MARK DISK
 LA0865_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0865_SP_SET: CULVERT HEADWALL
 LA0865_STAMPING: C 189 1946
 LA0865_MARK LOGO: CGS
 LA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0865+STABILITY: SURFACE MOTION
 LA0865
 LA0865  HISTORY     - Date     Condition        Report By
 LA0865  HISTORY     - 1946     MONUMENTED       CGS
 LA0865  HISTORY     - 1968     GOOD             CGS
 LA0865  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0865
 LA0865                          STATION DESCRIPTION
 LA0865
 LA0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0865'2.8 MI S FROM ABOITE.
 LA0865'ABOUT 2.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0865'RAILWAY CROSSING AT ABOITE, ABOUT 0.1 MILE SOUTH OF A WHITE
 LA0865'CHURCH ON THE WEST SIDE OF THE ROAD, IN THE SOUTHWEST QUARTER
 LA0865'OF AN INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE
 LA0865'WEST END OF A Z SHAPED CONCRETE HEADWALL OF A 24-INCH CORRUGATED
 LA0865'STEEL PIPE CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LA0865'EAST-WEST ROAD, 31 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA0865'ROAD, 1.2 FOOT EAST OF THE WEST END OF THE HEADWALL AND ABOUT
 LA0865'0.5 FOOT BELOW THE LEVEL OF THE INTERSECTION.
 LA0865
 LA0865                          STATION RECOVERY (2014)
 LA0865
 LA0865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0865'T-E, INC. MARK NOT FOUND.  CULVERT PIPE AND HEAD WALL APPEAR TO HAVE
 LA0865'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0299 ***********************************************************************
 LB0299  DESIGNATION -  C 191
 LB0299  PID         -  LB0299
 LB0299  STATE/COUNTY-  IN/MIAMI
 LB0299  COUNTRY     -  US
 LB0299  USGS QUAD   -  MIAMI (2019)
 LB0299
 LB0299                         *CURRENT SURVEY CONTROL
 LB0299  ______________________________________________________________________
 LB0299* NAD 83(1986) POSITION- 40 35 08.     (N) 086 03 03.     (W)   SCALED
 LB0299* NAVD 88 ORTHO HEIGHT -   256.865 (meters)      842.73  (feet) ADJUSTED
 LB0299  ______________________________________________________________________
 LB0299  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 LB0299  DYNAMIC HEIGHT  -        256.736 (meters)      842.31  (feet) COMP
 LB0299  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 LB0299
 LB0299  VERT ORDER      -  SECOND    CLASS 0
 LB0299
 LB0299.The horizontal coordinates were scaled from a map and have
 LB0299.an estimated accuracy of +/- 6 seconds.
 LB0299
 LB0299.The orthometric height was determined by differential leveling and
 LB0299.adjusted by the NATIONAL GEODETIC SURVEY
 LB0299.in June 1991.
 LB0299
 LB0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0299.GEOID18 height accuracy estimate available here.
 LB0299
 LB0299.Click photographs - Photos may exist for this station.
 LB0299
 LB0299.The dynamic height is computed by dividing the NAVD 88
 LB0299.geopotential number by the normal gravity value computed on the
 LB0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0299.degrees latitude (g = 980.6199 gals.).
 LB0299
 LB0299.The modeled gravity was interpolated from observed gravity values.
 LB0299
 LB0299;                    North         East    Units  Estimated Accuracy
 LB0299;SPC IN E     -   592,610.       67,480.      MT  (+/- 180 meters Scaled)
 LB0299
 LB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK803931(NAD 83)
 LB0299
 LB0299                          SUPERSEDED SURVEY CONTROL
 LB0299
 LB0299  NGVD 29 (??/??/92)  256.988  (m)          843.13   (f) ADJ UNCH    2 0
 LB0299
 LB0299.Superseded values are not recommended for survey control.
 LB0299
 LB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0299.See file dsdata.pdf to determine how the superseded data were derived.
 LB0299
 LB0299_MARKER: DB = BENCH MARK DISK
 LB0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0299_STAMPING: C 191 1946
 LB0299_MARK LOGO: CGS
 LB0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0299+STABILITY: SURFACE MOTION
 LB0299
 LB0299  HISTORY     - Date     Condition        Report By
 LB0299  HISTORY     - 1946     MONUMENTED       CGS
 LB0299
 LB0299                          STATION DESCRIPTION
 LB0299
 LB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0299'3.2 MI E FROM BENNETTS SWITCH.
 LB0299'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE M.E. CHURCH
 LB0299'AT BENNETTS SWITCH, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LB0299'NORTH, 102 FEET EAST OF A POWER POLE, 39 FEET NORTH OF THE
 LB0299'CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER LINE
 LB0299'OF THE ROAD NORTH, 10 FEET WEST OF A CONCRETE FENCE CORNER
 LB0299'POST, 1.5 FEET SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LB0299'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0299'6 INCHES.  MARK IS ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY
 LB0299'18 FROM THE UNITED BRETHREN CHURCH AT WAWPECONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1817 ***********************************************************************
 LA1817  DESIGNATION -  C 192
 LA1817  PID         -  LA1817
 LA1817  STATE/COUNTY-  IN/MIAMI
 LA1817  COUNTRY     -  US
 LA1817  USGS QUAD   -  AMBOY (2019)
 LA1817
 LA1817                         *CURRENT SURVEY CONTROL
 LA1817  ______________________________________________________________________
 LA1817* NAD 83(1986) POSITION- 40 36 02.     (N) 085 58 02.     (W)   SCALED
 LA1817* NAVD 88 ORTHO HEIGHT -   249.813 (meters)      819.59  (feet) ADJUSTED
 LA1817  ______________________________________________________________________
 LA1817  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 LA1817  DYNAMIC HEIGHT  -        249.687 (meters)      819.18  (feet) COMP
 LA1817  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LA1817
 LA1817  VERT ORDER      -  SECOND    CLASS 0
 LA1817
 LA1817.The horizontal coordinates were scaled from a map and have
 LA1817.an estimated accuracy of +/- 6 seconds.
 LA1817
 LA1817.The orthometric height was determined by differential leveling and
 LA1817.adjusted by the NATIONAL GEODETIC SURVEY
 LA1817.in June 1991.
 LA1817
 LA1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1817.GEOID18 height accuracy estimate available here.
 LA1817
 LA1817.Click photographs - Photos may exist for this station.
 LA1817
 LA1817.The dynamic height is computed by dividing the NAVD 88
 LA1817.geopotential number by the normal gravity value computed on the
 LA1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1817.degrees latitude (g = 980.6199 gals.).
 LA1817
 LA1817.The modeled gravity was interpolated from observed gravity values.
 LA1817
 LA1817;                    North         East    Units  Estimated Accuracy
 LA1817;SPC IN E     -   594,250.       74,560.      MT  (+/- 180 meters Scaled)
 LA1817
 LA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK873949(NAD 83)
 LA1817
 LA1817                          SUPERSEDED SURVEY CONTROL
 LA1817
 LA1817  NGVD 29 (??/??/92)  249.937  (m)          820.00   (f) ADJ UNCH    2 0
 LA1817
 LA1817.Superseded values are not recommended for survey control.
 LA1817
 LA1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1817.See file dsdata.pdf to determine how the superseded data were derived.
 LA1817
 LA1817_MARKER: DB = BENCH MARK DISK
 LA1817_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1817_SP_SET: GATE POST
 LA1817_STAMPING: C 192 1946
 LA1817_MARK LOGO: CGS
 LA1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1817
 LA1817  HISTORY     - Date     Condition        Report By
 LA1817  HISTORY     - 1946     MONUMENTED       CGS
 LA1817
 LA1817                          STATION DESCRIPTION
 LA1817
 LA1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1817'1 MI S FROM NORTH GROVE.
 LA1817'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HARRISON TOWNSHIP
 LA1817'SCHOOL AT NORTH GROVE, SET VERTICALLY IN THE WEST FACE OF A 20
 LA1817'INCH CONCRETE GATE POST, 72 FEET SOUTH OF THE CENTER OF THE EAST
 LA1817'MASONRY STONE HEAD WALL OF A 3 FOOT CULVERT, 20 FEET NORTHWEST
 LA1817'OF A 30 INCH BUTTER NUT TREE, 8 FEET NORTH OF THE CENTER LINE
 LA1817'OF THE FIELD ENTRANCE, 25 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LA1817'1.5 FOOT ABOVE THE GROUND, AND SET VERTICALLY IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0925 ***********************************************************************
 LA0925  DESIGNATION -  C 193
 LA0925  PID         -  LA0925
 LA0925  STATE/COUNTY-  IN/HUNTINGTON
 LA0925  COUNTRY     -  US
 LA0925  USGS QUAD   -  ANDREWS (2019)
 LA0925
 LA0925                         *CURRENT SURVEY CONTROL
 LA0925  ______________________________________________________________________
 LA0925* NAD 83(1986) POSITION- 40 52 25.6    (N) 085 30 29.3    (W)   HD_HELD2
 LA0925* NAVD 88 ORTHO HEIGHT -   218.450 (meters)      716.70  (feet) ADJUSTED
 LA0925  ______________________________________________________________________
 LA0925  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 LA0925  DYNAMIC HEIGHT  -        218.347 (meters)      716.36  (feet) COMP
 LA0925  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 LA0925
 LA0925  VERT ORDER      -  SECOND    CLASS 0
 LA0925
 LA0925.The horizontal coordinates were established by autonomous hand held GPS
 LA0925.observations and have an estimated accuracy of +/- 10 meters.
 LA0925
 LA0925.The orthometric height was determined by differential leveling and
 LA0925.adjusted by the NATIONAL GEODETIC SURVEY
 LA0925.in June 1991.
 LA0925
 LA0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0925.GEOID18 height accuracy estimate available here.
 LA0925
 LA0925.Click photographs - Photos may exist for this station.
 LA0925
 LA0925.The dynamic height is computed by dividing the NAVD 88
 LA0925.geopotential number by the normal gravity value computed on the
 LA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0925.degrees latitude (g = 980.6199 gals.).
 LA0925
 LA0925.The modeled gravity was interpolated from observed gravity values.
 LA0925
 LA0925;                    North         East    Units  Estimated Accuracy
 LA0925;SPC IN E     -   624,553.      113,363.      MT  (+/- 10 meters HH2 GPS)
 LA0925
 LA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2570825816(NAD 83)
 LA0925
 LA0925                          SUPERSEDED SURVEY CONTROL
 LA0925
 LA0925  NGVD 29 (??/??/92)  218.588  (m)          717.15   (f) ADJ UNCH    2 0
 LA0925
 LA0925.Superseded values are not recommended for survey control.
 LA0925
 LA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0925.See file dsdata.pdf to determine how the superseded data were derived.
 LA0925
 LA0925_MARKER: DB = BENCH MARK DISK
 LA0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0925_SP_SET: BUILDING
 LA0925_STAMPING: C 193 1946
 LA0925_MARK LOGO: CGS
 LA0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0925+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2023
 LA0925
 LA0925  HISTORY     - Date     Condition        Report By
 LA0925  HISTORY     - 1946     MONUMENTED       CGS
 LA0925  HISTORY     - 20151223 GOOD             COH
 LA0925  HISTORY     - 20230110 GOOD             COH
 LA0925
 LA0925                          STATION DESCRIPTION
 LA0925
 LA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0925'AT HUNTINGTON.
 LA0925'AT HUNTINGTON, AT ELMWOOD PARK, AT THE INTERSECTION OF WILLIAM
 LA0925'AND HASTY STREETS, SET VERTICALLY IN THE EAST FACE OF THE BRICK
 LA0925'WALL OF THE PARK PAVILLION, 1 FOOT NORTH OF THE SOUTHEAST CORNER,
 LA0925'2.3 FEET ABOVE THE GROUND.
 LA0925
 LA0925                          STATION RECOVERY (2015)
 LA0925
 LA0925'RECOVERY NOTE BY CITY OF HUNTINGTON 2015 (BDK)
 LA0925'RECOVERED IN GOOD CONDITION.
 LA0925
 LA0925                          STATION RECOVERY (2023)
 LA0925
 LA0925'RECOVERY NOTE BY CITY OF HUNTINGTON 2023 (BK)
 LA0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1485 ***********************************************************************
 LA1485  DESIGNATION -  C 194
 LA1485  PID         -  LA1485
 LA1485  STATE/COUNTY-  IN/MADISON
 LA1485  COUNTRY     -  US
 LA1485  USGS QUAD   -  FRANKTON (2019)
 LA1485
 LA1485                         *CURRENT SURVEY CONTROL
 LA1485  ______________________________________________________________________
 LA1485* NAD 83(1986) POSITION- 40 10 41.     (N) 085 49 17.     (W)   SCALED
 LA1485* NAVD 88 ORTHO HEIGHT -   246.789 (meters)      809.67  (feet) ADJUSTED
 LA1485  ______________________________________________________________________
 LA1485  GEOID HEIGHT    -        -34.192 (meters)                     GEOID18
 LA1485  DYNAMIC HEIGHT  -        246.656 (meters)      809.24  (feet) COMP
 LA1485  MODELED GRAVITY -    980,082.9   (mgal)                       NAVD 88
 LA1485
 LA1485  VERT ORDER      -  SECOND    CLASS 0
 LA1485
 LA1485.The horizontal coordinates were scaled from a map and have
 LA1485.an estimated accuracy of +/- 6 seconds.
 LA1485
 LA1485.The orthometric height was determined by differential leveling and
 LA1485.adjusted by the NATIONAL GEODETIC SURVEY
 LA1485.in June 1991.
 LA1485
 LA1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1485.GEOID18 height accuracy estimate available here.
 LA1485
 LA1485.Click photographs - Photos may exist for this station.
 LA1485
 LA1485.The dynamic height is computed by dividing the NAVD 88
 LA1485.geopotential number by the normal gravity value computed on the
 LA1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1485.degrees latitude (g = 980.6199 gals.).
 LA1485
 LA1485.The modeled gravity was interpolated from observed gravity values.
 LA1485
 LA1485;                    North         East    Units  Estimated Accuracy
 LA1485;SPC IN E     -   547,300.       86,820.      MT  (+/- 180 meters Scaled)
 LA1485
 LA1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK003481(NAD 83)
 LA1485
 LA1485                          SUPERSEDED SURVEY CONTROL
 LA1485
 LA1485  NGVD 29 (??/??/92)  246.924  (m)          810.12   (f) ADJ UNCH    2 0
 LA1485
 LA1485.Superseded values are not recommended for survey control.
 LA1485
 LA1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1485.See file dsdata.pdf to determine how the superseded data were derived.
 LA1485
 LA1485_MARKER: DB = BENCH MARK DISK
 LA1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1485_SP_SET: BRIDGE
 LA1485_STAMPING: C 194 1946
 LA1485_MARK LOGO: CGS
 LA1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1485
 LA1485  HISTORY     - Date     Condition        Report By
 LA1485  HISTORY     - 1946     MONUMENTED       CGS
 LA1485
 LA1485                          STATION DESCRIPTION
 LA1485
 LA1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1485'8.4 MI W FROM LINWOOD.
 LA1485'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM THE DISTRICT 11,
 LA1485'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, THENCE ABOUT 1.05 MILES
 LA1485'SOUTH ALONG A PAVED COUNTY ROAD, THENCE ABOUT 3.0 MILES WEST
 LA1485'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LA1485'NORTHWEST WING WALL OF A 150 FEET CONCRETE DECK STEEL BRIDGE
 LA1485'OVER PIPE CREEK, 12 FEET NORTH OF AND ABOUT LEVEL WITH THE
 LA1485'CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1357 ***********************************************************************
 LA1357  DESIGNATION -  C 195
 LA1357  PID         -  LA1357
 LA1357  STATE/COUNTY-  IN/MADISON
 LA1357  COUNTRY     -  US
 LA1357  USGS QUAD   -  ELWOOD (2019)
 LA1357
 LA1357                         *CURRENT SURVEY CONTROL
 LA1357  ______________________________________________________________________
 LA1357* NAD 83(1986) POSITION- 40 17 40.     (N) 085 47 09.     (W)   SCALED
 LA1357* NAVD 88 ORTHO HEIGHT -   265.992 (meters)      872.68  (feet) ADJUSTED
 LA1357  ______________________________________________________________________
 LA1357  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 LA1357  DYNAMIC HEIGHT  -        265.852 (meters)      872.22  (feet) COMP
 LA1357  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LA1357
 LA1357  VERT ORDER      -  SECOND    CLASS 0
 LA1357
 LA1357.The horizontal coordinates were scaled from a map and have
 LA1357.an estimated accuracy of +/- 6 seconds.
 LA1357
 LA1357.The orthometric height was determined by differential leveling and
 LA1357.adjusted by the NATIONAL GEODETIC SURVEY
 LA1357.in June 1991.
 LA1357
 LA1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1357.GEOID18 height accuracy estimate available here.
 LA1357
 LA1357.Click photographs - Photos may exist for this station.
 LA1357
 LA1357.The dynamic height is computed by dividing the NAVD 88
 LA1357.geopotential number by the normal gravity value computed on the
 LA1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1357.degrees latitude (g = 980.6199 gals.).
 LA1357
 LA1357.The modeled gravity was interpolated from observed gravity values.
 LA1357
 LA1357;                    North         East    Units  Estimated Accuracy
 LA1357;SPC IN E     -   560,220.       89,870.      MT  (+/- 180 meters Scaled)
 LA1357
 LA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK031611(NAD 83)
 LA1357
 LA1357                          SUPERSEDED SURVEY CONTROL
 LA1357
 LA1357  NGVD 29 (??/??/92)  266.124  (m)          873.11   (f) ADJ UNCH    2 0
 LA1357
 LA1357.Superseded values are not recommended for survey control.
 LA1357
 LA1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1357.See file dsdata.pdf to determine how the superseded data were derived.
 LA1357
 LA1357_MARKER: DB = BENCH MARK DISK
 LA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1357_STAMPING: C 195 1946
 LA1357_MARK LOGO: CGS
 LA1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1357+STABILITY: SURFACE MOTION
 LA1357
 LA1357  HISTORY     - Date     Condition        Report By
 LA1357  HISTORY     - 1946     MONUMENTED       CGS
 LA1357
 LA1357                          STATION DESCRIPTION
 LA1357
 LA1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1357'3.4 MI NE FROM ELWOOD.
 LA1357'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1357'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 1.85 MILES NORTHEAST
 LA1357'ALONG STATE HIGHWAY 37, SET IN THE Y FORMED BY THE JUNCTION OF
 LA1357'A GRAVEL ROAD LEADING SOUTH, AND A CURVE IN THE HIGHWAY WITH
 LA1357'TANGENTS EXTENDING NORTH AND SOUTHWEST, 45 FEET SOUTHEAST OF THE
 LA1357'CENTER LINE OF THE HIGHWAY AT THE APPROXIMATE CENTER OF THE CURVE,
 LA1357'70 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 68 FEET
 LA1357'NORTHWEST OF POWER POLE NO. MA 19101, ABOUT 2 FEET BELOW THE
 LA1357'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1357'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0887 ***********************************************************************
 MD0887  DESIGNATION -  C 196 RESET
 MD0887  PID         -  MD0887
 MD0887  STATE/COUNTY-  IN/WHITLEY
 MD0887  COUNTRY     -  US
 MD0887  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0887
 MD0887                         *CURRENT SURVEY CONTROL
 MD0887  ______________________________________________________________________
 MD0887* NAD 83(1986) POSITION- 41 10 13.     (N) 085 29 05.     (W)   SCALED
 MD0887* NAVD 88 ORTHO HEIGHT -   265.78  (meters)      872.0   (feet) RESET
 MD0887  ______________________________________________________________________
 MD0887  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 MD0887  VERT ORDER      -  THIRD
 MD0887
 MD0887.The horizontal coordinates were scaled from a map and have
 MD0887.an estimated accuracy of +/- 6 seconds.
 MD0887
 MD0887.The orthometric height was computed from unverified reset data.
 MD0887
 MD0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0887.GEOID18 height accuracy estimate available here.
 MD0887
 MD0887.Click photographs - Photos may exist for this station.
 MD0887
 MD0887;                    North         East    Units  Estimated Accuracy
 MD0887;SPC IN E     -   657,480.      115,270.      MT  (+/- 180 meters Scaled)
 MD0887
 MD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL271587(NAD 83)
 MD0887
 MD0887                          SUPERSEDED SURVEY CONTROL
 MD0887
 MD0887  NGVD 29 (??/??/??)  265.94   (m)          872.5    (f) RESET       3  
 MD0887
 MD0887.Superseded values are not recommended for survey control.
 MD0887
 MD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0887.See file dsdata.pdf to determine how the superseded data were derived.
 MD0887
 MD0887_MARKER: DB = BENCH MARK DISK
 MD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0887_STAMPING: C 196 RESET 1966
 MD0887_MARK LOGO: CGS
 MD0887_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0887+STABILITY: SURFACE MOTION
 MD0887
 MD0887  HISTORY     - Date     Condition        Report By
 MD0887  HISTORY     - 1966     MONUMENTED       CGS
 MD0887  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0887
 MD0887                          STATION DESCRIPTION
 MD0887
 MD0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0887'1 MI NE FROM COLUMBIA CITY.
 MD0887'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE
 MD0887'AT COLUMBIA CITY, 0.05 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 MD0887'30 AND STATE HIGHWAY 9, 50 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MD0887'9, 1 FOOT SOUTH OF A METAL WITNESS POST, AND IS SET IN THE TOP OF
 MD0887'A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MD0887
 MD0887                          STATION RECOVERY (1992)
 MD0887
 MD0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0887'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0835 ***********************************************************************
 MD0835  DESIGNATION -  C 197
 MD0835  PID         -  MD0835
 MD0835  STATE/COUNTY-  IN/ALLEN
 MD0835  COUNTRY     -  US
 MD0835  USGS QUAD   -  HUNTERTOWN (2019)
 MD0835
 MD0835                         *CURRENT SURVEY CONTROL
 MD0835  ______________________________________________________________________
 MD0835* NAD 83(1986) POSITION- 41 11 27.     (N) 085 14 21.     (W)   SCALED
 MD0835* NAVD 88 ORTHO HEIGHT -   258.335 (meters)      847.55  (feet) ADJUSTED
 MD0835  ______________________________________________________________________
 MD0835  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 MD0835  DYNAMIC HEIGHT  -        258.237 (meters)      847.23  (feet) COMP
 MD0835  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 MD0835
 MD0835  VERT ORDER      -  SECOND    CLASS 0
 MD0835
 MD0835.The horizontal coordinates were scaled from a map and have
 MD0835.an estimated accuracy of +/- 6 seconds.
 MD0835
 MD0835.The orthometric height was determined by differential leveling and
 MD0835.adjusted by the NATIONAL GEODETIC SURVEY
 MD0835.in June 1991.
 MD0835
 MD0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0835.GEOID18 height accuracy estimate available here.
 MD0835
 MD0835.Click photographs - Photos may exist for this station.
 MD0835
 MD0835.The dynamic height is computed by dividing the NAVD 88
 MD0835.geopotential number by the normal gravity value computed on the
 MD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0835.degrees latitude (g = 980.6199 gals.).
 MD0835
 MD0835.The modeled gravity was interpolated from observed gravity values.
 MD0835
 MD0835;                    North         East    Units  Estimated Accuracy
 MD0835;SPC IN E     -   659,840.      135,860.      MT  (+/- 180 meters Scaled)
 MD0835
 MD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL476614(NAD 83)
 MD0835
 MD0835                          SUPERSEDED SURVEY CONTROL
 MD0835
 MD0835  NGVD 29 (??/??/92)  258.490  (m)          848.06   (f) ADJ UNCH    2 0
 MD0835
 MD0835.Superseded values are not recommended for survey control.
 MD0835
 MD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0835.See file dsdata.pdf to determine how the superseded data were derived.
 MD0835
 MD0835_MARKER: DB = BENCH MARK DISK
 MD0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0835_STAMPING: C 197 1946
 MD0835_MARK LOGO: CGS
 MD0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0835+STABILITY: SURFACE MOTION
 MD0835
 MD0835  HISTORY     - Date     Condition        Report By
 MD0835  HISTORY     - 1946     MONUMENTED       CGS
 MD0835  HISTORY     - 1962     GOOD             CGS
 MD0835  HISTORY     - 1969     GOOD             INHD
 MD0835
 MD0835                          STATION DESCRIPTION
 MD0835
 MD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0835'6.2 MI ESE FROM CHURUBUSCO.
 MD0835'ABOUT 3.3 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0835'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY
 MD0835'AND MAIN STREETS IN CHURUBUSCO, THENCE 2.9 MILES E ALONG CARROLL
 MD0835'ROAD TO ITS CROSSING WITH JOHNSON ROAD, OR ABOUT 3.0 MILES S
 MD0835'ALONG NO. 3 INDIANA HWY. FROM OPPOSITE THE CENTER OF HUNTERTOWN
 MD0835'AND THENCE 3.7 MILES W ALONG THE SAID CARROLL ROAD TO THE
 MD0835'MARK, 38 FEET S OF CENTER LINE OF ASPHALT PAVEMENT, 31 FEET W OF
 MD0835'CENTER LINE OF THE OTHER, 1.0 FEET LOWER THAN THE INTERSECTION
 MD0835'OF THE TWO, 11.5 FEET SE OF ONE RAILROAD-RAIL FENCE POST, 6 FEET
 MD0835'NW OF ANOTHER, ONE FOOT NE OF FENCE, 1.7 FEET SE OF STEEL WITNESS
 MD0835'POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0835
 MD0835                          STATION RECOVERY (1969)
 MD0835
 MD0835'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0959 ***********************************************************************
 MD0959  DESIGNATION -  C 198
 MD0959  PID         -  MD0959
 MD0959  STATE/COUNTY-  IN/ALLEN
 MD0959  COUNTRY     -  US
 MD0959  USGS QUAD   -  CEDARVILLE (2019)
 MD0959
 MD0959                         *CURRENT SURVEY CONTROL
 MD0959  ______________________________________________________________________
 MD0959* NAD 83(1986) POSITION- 41 13 22.     (N) 085 01 55.     (W)   SCALED
 MD0959* NAVD 88 ORTHO HEIGHT -   243.701 (meters)      799.54  (feet) ADJUSTED
 MD0959  ______________________________________________________________________
 MD0959  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 MD0959  DYNAMIC HEIGHT  -        243.602 (meters)      799.22  (feet) COMP
 MD0959  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 MD0959
 MD0959  VERT ORDER      -  SECOND    CLASS 0
 MD0959
 MD0959.The horizontal coordinates were scaled from a map and have
 MD0959.an estimated accuracy of +/- 6 seconds.
 MD0959
 MD0959.The orthometric height was determined by differential leveling and
 MD0959.adjusted by the NATIONAL GEODETIC SURVEY
 MD0959.in June 1991.
 MD0959
 MD0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0959.GEOID18 height accuracy estimate available here.
 MD0959
 MD0959.Click photographs - Photos may exist for this station.
 MD0959
 MD0959.The dynamic height is computed by dividing the NAVD 88
 MD0959.geopotential number by the normal gravity value computed on the
 MD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0959.degrees latitude (g = 980.6199 gals.).
 MD0959
 MD0959.The modeled gravity was interpolated from observed gravity values.
 MD0959
 MD0959;                    North         East    Units  Estimated Accuracy
 MD0959;SPC IN E     -   663,490.      153,220.      MT  (+/- 180 meters Scaled)
 MD0959
 MD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL649653(NAD 83)
 MD0959
 MD0959                          SUPERSEDED SURVEY CONTROL
 MD0959
 MD0959  NGVD 29 (??/??/92)  243.849  (m)          800.03   (f) ADJ UNCH    2 0
 MD0959
 MD0959.Superseded values are not recommended for survey control.
 MD0959
 MD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0959.See file dsdata.pdf to determine how the superseded data were derived.
 MD0959
 MD0959_MARKER: DB = BENCH MARK DISK
 MD0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0959_SP_SET: ABUTMENT
 MD0959_STAMPING: C 198 1946
 MD0959_MARK LOGO: CGS
 MD0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0959
 MD0959  HISTORY     - Date     Condition        Report By
 MD0959  HISTORY     - 1946     MONUMENTED       CGS
 MD0959  HISTORY     - 1962     GOOD             CGS
 MD0959
 MD0959                          STATION DESCRIPTION
 MD0959
 MD0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0959'1.1 MI W FROM LEO.
 MD0959'ABOUT 1.1 MILES W ALONG HOSLER ROAD FROM ITS INTERSECTION WITH
 MD0959'NO. 1 INDIANA HWY. AT NW CORNER OF CEMETERY IN LEO, SET IN DRILL
 MD0959'HOLE IN TOP OF NE END OF E ABUTMEN OF 16-FOOT CONCRETE BRIDGE,
 MD0959'14 FEET N OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 0.5 FOOT
 MD0959'N OF THE CONCRETE BRIDGE BANISTER, AND ABOUT LEVEL WITH THE
 MD0959'ROAD CENTER LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0704 ***********************************************************************
 MD0704  DESIGNATION -  C 199
 MD0704  PID         -  MD0704
 MD0704  STATE/COUNTY-  IN/ALLEN
 MD0704  COUNTRY     -  US
 MD0704  USGS QUAD   -  HUNTERTOWN (2019)
 MD0704
 MD0704                         *CURRENT SURVEY CONTROL
 MD0704  ______________________________________________________________________
 MD0704* NAD 83(1997) POSITION- 41 10 40.21729(N) 085 08 50.16101(W)   ADJUSTED
 MD0704* NAVD 88 ORTHO HEIGHT -   256.276 (meters)      840.80  (feet) ADJUSTED
 MD0704  ______________________________________________________________________
 MD0704  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 MD0704  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 MD0704  DYNAMIC HEIGHT  -        256.177 (meters)      840.47  (feet) COMP
 MD0704  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 MD0704
 MD0704  HORZ ORDER      -  SECOND
 MD0704  VERT ORDER      -  SECOND    CLASS 0
 MD0704
 MD0704.The horizontal coordinates were established by classical geodetic methods
 MD0704.and adjusted by the National Geodetic Survey in May 1999.
 MD0704
 MD0704.The orthometric height was determined by differential leveling and
 MD0704.adjusted by the NATIONAL GEODETIC SURVEY
 MD0704.in June 1991.
 MD0704
 MD0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0704.GEOID18 height accuracy estimate available here.
 MD0704
 MD0704.Click photographs - Photos may exist for this station.
 MD0704
 MD0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0704
 MD0704.The dynamic height is computed by dividing the NAVD 88
 MD0704.geopotential number by the normal gravity value computed on the
 MD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0704.degrees latitude (g = 980.6199 gals.).
 MD0704
 MD0704.The modeled gravity was interpolated from observed gravity values.
 MD0704
 MD0704. The following values were computed from the NAD 83(1997) position.
 MD0704
 MD0704;                    North         East     Units Scale Factor Converg.
 MD0704;SPC IN E     -   658,437.522   143,580.751   MT  0.99999003   +0 20 31.1
 MD0704;SPC IN E     - 2,160,223.77    471,064.51   sFT  0.99999003   +0 20 31.1
 MD0704;UTM  16      - 4,560,153.662   655,401.779   MT  0.99989722   +1 13 12.3
 MD0704
 MD0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0704!SPC IN E     -   0.99996496  x   0.99999003  =   0.99995499
 MD0704!UTM  16      -   0.99996496  x   0.99989722  =   0.99986218
 MD0704
 MD0704:                Primary Azimuth Mark                     Grid Az
 MD0704:SPC IN E     -  LF 13                                    177 49 54.0
 MD0704:UTM  16      -  LF 13                                    176 57 12.8
 MD0704
 MD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5540160153(NAD 83)
 MD0704
 MD0704|---------------------------------------------------------------------|
 MD0704| PID    Reference Object                     Distance      Geod. Az  |
 MD0704|                                                           dddmmss.s |
 MD0704| MD1576 LF 13                               APPROX. 1.0 KM 1781025.1 |
 MD0704| MD1584 LF 14                               317.798 METERS 28848     |
 MD0704|---------------------------------------------------------------------|
 MD0704
 MD0704                          SUPERSEDED SURVEY CONTROL
 MD0704
 MD0704  NAD 83(1995)-  41 10 40.21836(N)    085 08 50.16507(W) AD(       ) 2
 MD0704  NAD 83(1986)-  41 10 40.21761(N)    085 08 50.17450(W) AD(       ) 2
 MD0704  NAD 27      -  41 10 40.04370(N)    085 08 50.27530(W) AD(       ) 2
 MD0704  NGVD 29 (??/??/92)  256.403  (m)          841.22   (f) ADJ UNCH    2 0
 MD0704  NGVD 29             256.40   (m)          841.2    (f) LEVELING    3  
 MD0704
 MD0704.Superseded values are not recommended for survey control.
 MD0704
 MD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0704.See file dsdata.pdf to determine how the superseded data were derived.
 MD0704
 MD0704_MARKER: DB = BENCH MARK DISK
 MD0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0704_STAMPING: C 199 1946
 MD0704_MARK LOGO: CGS
 MD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0704+STABILITY: SURFACE MOTION
 MD0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0704+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2010
 MD0704
 MD0704  HISTORY     - Date     Condition        Report By
 MD0704  HISTORY     - 1946     MONUMENTED       CGS
 MD0704  HISTORY     - 1961     GOOD             CGS
 MD0704  HISTORY     - 1963     GOOD             CGS
 MD0704  HISTORY     - 1965     GOOD             INHD
 MD0704  HISTORY     - 1983     GOOD             NGS
 MD0704  HISTORY     - 20060510 GOOD             CMT
 MD0704  HISTORY     - 20101110 GOOD             PICI
 MD0704
 MD0704                          STATION DESCRIPTION
 MD0704
 MD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0704'3.8 MI S FROM HUNTERTOWN.
 MD0704'ABOUT 3-3/4 MILES S ALONG NO. 3 INDIANA HIGHWAY FROM THE HEART
 MD0704'OF HUNTERTOWN AND TURN LEFT, THENCE 1.0 MILES E ALONG DUPONT
 MD0704'ROAD TO RAILROAD CROSSING OF FORT WAYNE BRANCH OF NEW YORK
 MD0704'CENTRAL RAILROAD AND THE MARK ON THE RIGHT, 46 FEET E OF
 MD0704'E RAIL, 0.8 FOOT LOWER THAN TOP OF SAME, 43 FEET S OF CENTER
 MD0704'LINE OF THE GRAVEL ROAD, 22 FEET S OF A FENCE CORNER, AND
 MD0704'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- (JUNE 1963 REPORT).
 MD0704'RECOVERED AS DESCRIBED.  MARK IS SURROUNDED BY AN EIGHT FOOT
 MD0704'ROUND CONCRETE CAMERA TARGET AND PROJECTS 5 INCHES.
 MD0704
 MD0704                          STATION RECOVERY (1963)
 MD0704
 MD0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0704'STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF THE JUNCTION OF
 MD0704'MAIN AND ST. JOE STREETS
 MD0704'IN CEDARVILLE ALONG DUPONT ROAD, AT THE INTERSECTION OF DUPONT ROAD
 MD0704'AND THE NEW YORK CENTRAL RAILROAD.
 MD0704'THE STATION MARK IS 46.0 FEET EAST OF THE EAST
 MD0704'RAIL, 43.0 FEET SOUTH OF THE CENTER OF DUPONT ROAD,
 MD0704'22.0 FEET SOUTH OF A FENCE
 MD0704'CORNER AND IN A NORTH-SOUTH FENCE LINE.  THE STATION IS MARKED BY A
 MD0704'STANDARD BENCH MARK DISK
 MD0704'STAMPED C 199 1946, SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 MD0704'THAT PROJECTS ABOUT 8 INCHES
 MD0704'ABOVE AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MD0704
 MD0704                          STATION RECOVERY (1965)
 MD0704
 MD0704'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0704'RECOVERED IN GOOD CONDITION.
 MD0704
 MD0704                          STATION RECOVERY (1983)
 MD0704
 MD0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MD0704'RECOVERED IN GOOD CONDITION.
 MD0704
 MD0704                          STATION RECOVERY (2006)
 MD0704
 MD0704'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0704'RECOVERED IN GOOD CONDITION.
 MD0704
 MD0704                          STATION RECOVERY (2010)
 MD0704
 MD0704'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (DW)
 MD0704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2344 ***********************************************************************
 JZ2344  DESIGNATION -  C 2
 JZ2344  PID         -  JZ2344
 JZ2344  STATE/COUNTY-  IN/SHELBY
 JZ2344  COUNTRY     -  US
 JZ2344  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2344
 JZ2344                         *CURRENT SURVEY CONTROL
 JZ2344  ______________________________________________________________________
 JZ2344* NAD 83(1986) POSITION- 39 35 13.     (N) 085 51 50.     (W)   SCALED
 JZ2344* NAVD 88 ORTHO HEIGHT -   236.902 (meters)      777.24  (feet) ADJUSTED
 JZ2344  ______________________________________________________________________
 JZ2344  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 JZ2344  DYNAMIC HEIGHT  -        236.767 (meters)      776.79  (feet) COMP
 JZ2344  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 JZ2344
 JZ2344  VERT ORDER      -  FIRST     CLASS II
 JZ2344
 JZ2344.The horizontal coordinates were scaled from a map and have
 JZ2344.an estimated accuracy of +/- 6 seconds.
 JZ2344
 JZ2344.The orthometric height was determined by differential leveling and
 JZ2344.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2344.in June 1991.
 JZ2344
 JZ2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2344.GEOID18 height accuracy estimate available here.
 JZ2344
 JZ2344.Click photographs - Photos may exist for this station.
 JZ2344
 JZ2344.The dynamic height is computed by dividing the NAVD 88
 JZ2344.geopotential number by the normal gravity value computed on the
 JZ2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2344.degrees latitude (g = 980.6199 gals.).
 JZ2344
 JZ2344.The modeled gravity was interpolated from observed gravity values.
 JZ2344
 JZ2344;                    North         East    Units  Estimated Accuracy
 JZ2344;SPC IN E     -   481,680.       83,060.      MT  (+/- 180 meters Scaled)
 JZ2344
 JZ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ975825(NAD 83)
 JZ2344
 JZ2344                          SUPERSEDED SURVEY CONTROL
 JZ2344
 JZ2344  NGVD 29 (??/??/92)  237.019  (m)          777.62   (f) ADJ UNCH    1 2
 JZ2344
 JZ2344.Superseded values are not recommended for survey control.
 JZ2344
 JZ2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2344.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2344
 JZ2344_MARKER: DB = BENCH MARK DISK
 JZ2344_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2344_STAMPING: C 2
 JZ2344_MARK LOGO: CGS
 JZ2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2344
 JZ2344  HISTORY     - Date     Condition        Report By
 JZ2344  HISTORY     - 1917     MONUMENTED       CGS
 JZ2344  HISTORY     - 1947     GOOD             CGS
 JZ2344  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2344
 JZ2344                          STATION DESCRIPTION
 JZ2344
 JZ2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2344'AT FAIRLAND.
 JZ2344'AT FAIRLAND, ALONG THE NEW YORK CENTRAL RAILROAD, 183 FEET
 JZ2344'NORTHWEST OF THE WEST CORNER OF THE STATION, 41 FEET SOUTHWEST
 JZ2344'OF THE SOUTHWEST RAIL, 28.5 FEET EAST OF THE SOUTHEAST CORNER
 JZ2344'OF THE POST OFFICE, 54 FEET NORTH OF THE CENTER LINE OF AN
 JZ2344'EAST-WEST STREET, 2.8 FEET SOUTHEAST OF A CONCRETE END POST OF
 JZ2344'THE R/W FENCE, 51 FEET WEST-NORTHWEST OF POLE 89/14, ABOUT LEVEL
 JZ2344'WITH THE TRACK AND SET IN THE TOP OF A STONE POST PROJECTING
 JZ2344'18 INCHES.
 JZ2344
 JZ2344                          STATION RECOVERY (1986)
 JZ2344
 JZ2344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0106 ***********************************************************************
 ME0106  DESIGNATION -  C 20
 ME0106  PID         -  ME0106
 ME0106  STATE/COUNTY-  IN/ST JOSEPH
 ME0106  COUNTRY     -  US
 ME0106  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0106
 ME0106                         *CURRENT SURVEY CONTROL
 ME0106  ______________________________________________________________________
 ME0106* NAD 83(1986) POSITION- 41 40 25.     (N) 086 16 26.     (W)   SCALED
 ME0106* NAVD 88 ORTHO HEIGHT -   219.221 (meters)      719.23  (feet) ADJUSTED
 ME0106  ______________________________________________________________________
 ME0106  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 ME0106  DYNAMIC HEIGHT  -        219.137 (meters)      718.95  (feet) COMP
 ME0106  MODELED GRAVITY -    980,233.4   (mgal)                       NAVD 88
 ME0106
 ME0106  VERT ORDER      -  SECOND    CLASS 0
 ME0106
 ME0106.The horizontal coordinates were scaled from a map and have
 ME0106.an estimated accuracy of +/- 6 seconds.
 ME0106
 ME0106.The orthometric height was determined by differential leveling and
 ME0106.adjusted by the NATIONAL GEODETIC SURVEY
 ME0106.in June 1991.
 ME0106
 ME0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0106.GEOID18 height accuracy estimate available here.
 ME0106
 ME0106.Click photographs - Photos may exist for this station.
 ME0106
 ME0106.The dynamic height is computed by dividing the NAVD 88
 ME0106.geopotential number by the normal gravity value computed on the
 ME0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0106.degrees latitude (g = 980.6199 gals.).
 ME0106
 ME0106.The modeled gravity was interpolated from observed gravity values.
 ME0106
 ME0106;                    North         East    Units  Estimated Accuracy
 ME0106;SPC IN E     -   713,550.       49,440.      MT  (+/- 180 meters Scaled)
 ME0106
 ME0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604137(NAD 83)
 ME0106
 ME0106                          SUPERSEDED SURVEY CONTROL
 ME0106
 ME0106  NGVD 29 (??/??/92)  219.340  (m)          719.62   (f) ADJ UNCH    2 0
 ME0106
 ME0106.Superseded values are not recommended for survey control.
 ME0106
 ME0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0106.See file dsdata.pdf to determine how the superseded data were derived.
 ME0106
 ME0106_MARKER: DB = BENCH MARK DISK
 ME0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0106_STAMPING: C 20 1934
 ME0106_MARK LOGO: CGS
 ME0106_PROJECTION: PROJECTING
 ME0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0106+STABILITY: SURFACE MOTION
 ME0106
 ME0106  HISTORY     - Date     Condition        Report By
 ME0106  HISTORY     - 1934     MONUMENTED       CGS
 ME0106  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0106
 ME0106                          STATION DESCRIPTION
 ME0106
 ME0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0106'AT SOUTH BEND.
 ME0106'AT SOUTH BEND, 1.0 MILE WEST OF THE NEW YORK CENTRAL RAILROAD
 ME0106'STATION, 80 YARDS NORTHEAST OF MILEPOST C 85, IN THE NORTHWEST
 ME0106'ANGLE OF THE CROSSING OF THE MICHIGAN CENTRAL RAILROAD, 18
 ME0106'YARDS NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK OF THE
 ME0106'N.Y.C.R.R., AND 15 YARDS WEST OF THE WEST RAIL OF THE M.C.R.R.
 ME0106'TRACK.  A STANDARD DISK, STAMPED C 20 1934 AND SET IN THE TOP
 ME0106'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ME0106'NOTE-- THERE IS A JUNKYARD JUST BEYOND THE SPOT WHERE THE DESCRIPTION
 ME0106'INDICATES THE MARK TO BE.  NOTE-- THE MARK WAS NOT FOUND AND IS
 ME0106'PRESUMED TO BE UNDER A FEW FEET OF RAILROAD FILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0488 ***********************************************************************
 MD0488  DESIGNATION -  C 201
 MD0488  PID         -  MD0488
 MD0488  STATE/COUNTY-  IN/DE KALB
 MD0488  COUNTRY     -  US
 MD0488  USGS QUAD   -  SAINT JOE (2019)
 MD0488
 MD0488                         *CURRENT SURVEY CONTROL
 MD0488  ______________________________________________________________________
 MD0488* NAD 83(1986) POSITION- 41 17 02.     (N) 084 53 09.     (W)   SCALED
 MD0488* NAVD 88 ORTHO HEIGHT -   258.966 (meters)      849.62  (feet) ADJUSTED
 MD0488  ______________________________________________________________________
 MD0488  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 MD0488  DYNAMIC HEIGHT  -        258.863 (meters)      849.29  (feet) COMP
 MD0488  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 MD0488
 MD0488  VERT ORDER      -  SECOND    CLASS 0
 MD0488
 MD0488.The horizontal coordinates were scaled from a map and have
 MD0488.an estimated accuracy of +/- 6 seconds.
 MD0488
 MD0488.The orthometric height was determined by differential leveling and
 MD0488.adjusted by the NATIONAL GEODETIC SURVEY
 MD0488.in June 1991.
 MD0488
 MD0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0488.GEOID18 height accuracy estimate available here.
 MD0488
 MD0488.Click photographs - Photos may exist for this station.
 MD0488
 MD0488.The dynamic height is computed by dividing the NAVD 88
 MD0488.geopotential number by the normal gravity value computed on the
 MD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0488.degrees latitude (g = 980.6199 gals.).
 MD0488
 MD0488.The modeled gravity was interpolated from observed gravity values.
 MD0488
 MD0488;                    North         East    Units  Estimated Accuracy
 MD0488;SPC IN E     -   670,380.      165,410.      MT  (+/- 180 meters Scaled)
 MD0488
 MD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL770724(NAD 83)
 MD0488
 MD0488                          SUPERSEDED SURVEY CONTROL
 MD0488
 MD0488  NGVD 29 (??/??/92)  259.115  (m)          850.11   (f) ADJ UNCH    2 0
 MD0488
 MD0488.Superseded values are not recommended for survey control.
 MD0488
 MD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0488.See file dsdata.pdf to determine how the superseded data were derived.
 MD0488
 MD0488_MARKER: DB = BENCH MARK DISK
 MD0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0488_STAMPING: C 201 1946
 MD0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0488+STABILITY: SURFACE MOTION
 MD0488
 MD0488  HISTORY     - Date     Condition        Report By
 MD0488  HISTORY     - 1946     MONUMENTED       CGS
 MD0488  HISTORY     - 1962     GOOD             CGS
 MD0488
 MD0488                          STATION DESCRIPTION
 MD0488
 MD0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0488'2 MI E FROM SPENCERVILLE.
 MD0488'ABOUT 0.6 MILE E ALONG THE ROAD CROSSING THE ST. JOE RIVER FROM
 MD0488'ITS INTERSECTION WITH NO. 1 INDIANA HWY. AT POINT ONE BLOCK S
 MD0488'OF THE POST OFFICE IN SPENCERVILLE, THENCE 0.2 MILE N, THENCE
 MD0488'1.3 MILES E TO CROSSROADS AND THE MARK, 30 FEET E OF CENTER
 MD0488'LINE OF NO. 63 COUNTY ROAD, 27 FEET N OF CENTER LINE OF NO. 68
 MD0488'COUNTY ROAD, 1.2 FEET HIGHER THAN THE INTERSECTION, AND
 MD0488'PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0722 ***********************************************************************
 MD0722  DESIGNATION -  C 202
 MD0722  PID         -  MD0722
 MD0722  STATE/COUNTY-  IN/ALLEN
 MD0722  COUNTRY     -  US
 MD0722  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0722
 MD0722                         *CURRENT SURVEY CONTROL
 MD0722  ______________________________________________________________________
 MD0722* NAD 83(1986) POSITION- 41 04 17.     (N) 085 08 57.     (W)   SCALED
 MD0722* NAVD 88 ORTHO HEIGHT -   233.914 (meters)      767.43  (feet) ADJUSTED
 MD0722  ______________________________________________________________________
 MD0722  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 MD0722  DYNAMIC HEIGHT  -        233.822 (meters)      767.13  (feet) COMP
 MD0722  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 MD0722
 MD0722  VERT ORDER      -  SECOND    CLASS 0
 MD0722
 MD0722.The horizontal coordinates were scaled from a map and have
 MD0722.an estimated accuracy of +/- 6 seconds.
 MD0722
 MD0722.The orthometric height was determined by differential leveling and
 MD0722.adjusted by the NATIONAL GEODETIC SURVEY
 MD0722.in June 1991.
 MD0722
 MD0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0722.GEOID18 height accuracy estimate available here.
 MD0722
 MD0722.Click photographs - Photos may exist for this station.
 MD0722
 MD0722.The dynamic height is computed by dividing the NAVD 88
 MD0722.geopotential number by the normal gravity value computed on the
 MD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0722.degrees latitude (g = 980.6199 gals.).
 MD0722
 MD0722.The modeled gravity was interpolated from observed gravity values.
 MD0722
 MD0722;                    North         East    Units  Estimated Accuracy
 MD0722;SPC IN E     -   646,620.      143,490.      MT  (+/- 180 meters Scaled)
 MD0722
 MD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554483(NAD 83)
 MD0722
 MD0722                          SUPERSEDED SURVEY CONTROL
 MD0722
 MD0722  NGVD 29 (??/??/92)  234.07   (m)          767.9    (f) COMPUTED    2 0
 MD0722
 MD0722.Superseded values are not recommended for survey control.
 MD0722
 MD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0722.See file dsdata.pdf to determine how the superseded data were derived.
 MD0722
 MD0722_MARKER: DB = BENCH MARK DISK
 MD0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0722_SP_SET: ABUTMENT
 MD0722_STAMPING: C 202 1946
 MD0722_MARK LOGO: CGS
 MD0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0722
 MD0722  HISTORY     - Date     Condition        Report By
 MD0722  HISTORY     - 1946     MONUMENTED       CGS
 MD0722  HISTORY     - 1961     GOOD             CGS
 MD0722  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0722
 MD0722                          STATION DESCRIPTION
 MD0722
 MD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0722'0.8 MI SW FROM FORT WAYNE.
 MD0722'IN THE WESTERN PART OF FORT WAYNE, ALLEN COUNTY, IN THE 1400
 MD0722'BLOCK OF BROADWAY, ACROSS BROADWAY FROM THE NORTHWEST CORNER OF
 MD0722'THE GENERAL ELECTRIC CO. PLANT, DIRECTLY BENEATH THE SOUTH EDGE
 MD0722'OF THE PENNSYLVANIA RAILROAD OVERPASS, IN THE TOP OF THE WEST
 MD0722'RETAINING WALL BETWEEN THE STREET AND THE SIDEWALK, 21 FEET
 MD0722'WEST OF THE CENTERLINE OF THE STREET, 10.4 FEET EAST OF THE EAST
 MD0722'FACE OF THE WEST ABUTMENT OF THE OVERPASS, AND ABOUT LEVEL WITH
 MD0722'THE SIDEWALK.
 MD0722
 MD0722                          STATION RECOVERY (1992)
 MD0722
 MD0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0722'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1773 ***********************************************************************
 LA1773  DESIGNATION -  C 203
 LA1773  PID         -  LA1773
 LA1773  STATE/COUNTY-  IN/GRANT
 LA1773  COUNTRY     -  US
 LA1773  USGS QUAD   -  VAN BUREN (2019)
 LA1773
 LA1773                         *CURRENT SURVEY CONTROL
 LA1773  ______________________________________________________________________
 LA1773* NAD 83(1986) POSITION- 40 32 18.     (N) 085 30 10.     (W)   SCALED
 LA1773* NAVD 88 ORTHO HEIGHT -   267.795 (meters)      878.59  (feet) ADJUSTED
 LA1773  ______________________________________________________________________
 LA1773  GEOID HEIGHT    -        -34.225 (meters)                     GEOID18
 LA1773  DYNAMIC HEIGHT  -        267.658 (meters)      878.14  (feet) COMP
 LA1773  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 LA1773
 LA1773  VERT ORDER      -  SECOND    CLASS 0
 LA1773
 LA1773.The horizontal coordinates were scaled from a map and have
 LA1773.an estimated accuracy of +/- 6 seconds.
 LA1773
 LA1773.The orthometric height was determined by differential leveling and
 LA1773.adjusted by the NATIONAL GEODETIC SURVEY
 LA1773.in June 1991.
 LA1773
 LA1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1773.GEOID18 height accuracy estimate available here.
 LA1773
 LA1773.Click photographs - Photos may exist for this station.
 LA1773
 LA1773.The dynamic height is computed by dividing the NAVD 88
 LA1773.geopotential number by the normal gravity value computed on the
 LA1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1773.degrees latitude (g = 980.6199 gals.).
 LA1773
 LA1773.The modeled gravity was interpolated from observed gravity values.
 LA1773
 LA1773;                    North         East    Units  Estimated Accuracy
 LA1773;SPC IN E     -   587,310.      113,880.      MT  (+/- 180 meters Scaled)
 LA1773
 LA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK267885(NAD 83)
 LA1773
 LA1773                          SUPERSEDED SURVEY CONTROL
 LA1773
 LA1773  NGVD 29 (??/??/92)  267.924  (m)          879.01   (f) ADJ UNCH    2 0
 LA1773
 LA1773.Superseded values are not recommended for survey control.
 LA1773
 LA1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1773.See file dsdata.pdf to determine how the superseded data were derived.
 LA1773
 LA1773_MARKER: DB = BENCH MARK DISK
 LA1773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1773_SP_SET: CULVERT HEADWALL
 LA1773_STAMPING: C 203 1946
 LA1773_MARK LOGO: CGS
 LA1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1773+STABILITY: SURFACE MOTION
 LA1773
 LA1773  HISTORY     - Date     Condition        Report By
 LA1773  HISTORY     - 1946     MONUMENTED       CGS
 LA1773
 LA1773                          STATION DESCRIPTION
 LA1773
 LA1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1773'5.2 MI S FROM VAN BUREN.
 LA1773'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE VAN BUREN
 LA1773'TOWNSHIP SCHOOL AT VAN BUREN, ABOUT 4.8 MILES NORTH ALONG HIGHWAY
 LA1773'221 FROM THE PENNSYLVANIA RAILROAD STATION AT UPLAND, AT A
 LA1773'CROSSROADS AT ARCANA, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION
 LA1773'OF STATE HIGHWAY 18, 38 FEET EAST OF THE CENTER LINE OF THE
 LA1773'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, SET
 LA1773'IN THE TOP OF THE NORTHWEST END OF THE 6.5 FEET CONCRETE HEAD
 LA1773'WALL OF A 14 INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1729 ***********************************************************************
 LA1729  DESIGNATION -  C 204
 LA1729  PID         -  LA1729
 LA1729  STATE/COUNTY-  IN/GRANT
 LA1729  COUNTRY     -  US
 LA1729  USGS QUAD   -  LA FONTAINE (2019)
 LA1729
 LA1729                         *CURRENT SURVEY CONTROL
 LA1729  ______________________________________________________________________
 LA1729* NAD 83(1986) POSITION- 40 37 49.     (N) 085 38 06.     (W)   SCALED
 LA1729* NAVD 88 ORTHO HEIGHT -   267.437 (meters)      877.42  (feet) ADJUSTED
 LA1729  ______________________________________________________________________
 LA1729  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 LA1729  DYNAMIC HEIGHT  -        267.303 (meters)      876.98  (feet) COMP
 LA1729  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 LA1729
 LA1729  VERT ORDER      -  SECOND    CLASS 0
 LA1729
 LA1729.The horizontal coordinates were scaled from a map and have
 LA1729.an estimated accuracy of +/- 6 seconds.
 LA1729
 LA1729.The orthometric height was determined by differential leveling and
 LA1729.adjusted by the NATIONAL GEODETIC SURVEY
 LA1729.in June 1991.
 LA1729
 LA1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1729.GEOID18 height accuracy estimate available here.
 LA1729
 LA1729.Click photographs - Photos may exist for this station.
 LA1729
 LA1729.The dynamic height is computed by dividing the NAVD 88
 LA1729.geopotential number by the normal gravity value computed on the
 LA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1729.degrees latitude (g = 980.6199 gals.).
 LA1729
 LA1729.The modeled gravity was interpolated from observed gravity values.
 LA1729
 LA1729;                    North         East    Units  Estimated Accuracy
 LA1729;SPC IN E     -   597,500.      102,680.      MT  (+/- 180 meters Scaled)
 LA1729
 LA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK154986(NAD 83)
 LA1729
 LA1729                          SUPERSEDED SURVEY CONTROL
 LA1729
 LA1729  NGVD 29 (??/??/92)  267.563  (m)          877.83   (f) ADJ UNCH    2 0
 LA1729
 LA1729.Superseded values are not recommended for survey control.
 LA1729
 LA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1729.See file dsdata.pdf to determine how the superseded data were derived.
 LA1729
 LA1729_MARKER: DB = BENCH MARK DISK
 LA1729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1729_SP_SET: CULVERT HEADWALL
 LA1729_STAMPING: C 204 1946
 LA1729_MARK LOGO: CGS
 LA1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1729+STABILITY: SURFACE MOTION
 LA1729
 LA1729  HISTORY     - Date     Condition        Report By
 LA1729  HISTORY     - 1946     MONUMENTED       CGS
 LA1729
 LA1729                          STATION DESCRIPTION
 LA1729
 LA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1729'4.7 MI SW FROM BANQUO.
 LA1729'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL
 LA1729'AT BANQUO, THENCE ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 LA1729'9 AND 37, ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 9 AND 37
 LA1729'FROM ITS INTERSECTION WITH STATE HIGHWAY 15 AT MARION, ABOUT 0.2
 LA1729'MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 15
 LA1729'FEET EAST OF TELEPHONE POLE 3412, IN THE TOP OF THE SOUTHWEST END
 LA1729'OF THE 8 1/2 FOOT CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 33
 LA1729'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET
 LA1729'BELOW THE HIGHWAY.  NOTE-- THIS IS THE SOUTHWEST MOST OF TWO
 LA1729'CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1394 ***********************************************************************
 LA1394  DESIGNATION -  C 205
 LA1394  PID         -  LA1394
 LA1394  STATE/COUNTY-  IN/TIPTON
 LA1394  COUNTRY     -  US
 LA1394  USGS QUAD   -  WINDFALL (2019)
 LA1394
 LA1394                         *CURRENT SURVEY CONTROL
 LA1394  ______________________________________________________________________
 LA1394* NAD 83(1986) POSITION- 40 16 11.     (N) 085 58 34.     (W)   SCALED
 LA1394* NAVD 88 ORTHO HEIGHT -   262.086 (meters)      859.86  (feet) ADJUSTED
 LA1394  ______________________________________________________________________
 LA1394  GEOID HEIGHT    -        -34.339 (meters)                     GEOID18
 LA1394  DYNAMIC HEIGHT  -        261.946 (meters)      859.40  (feet) COMP
 LA1394  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA1394
 LA1394  VERT ORDER      -  SECOND    CLASS 0
 LA1394
 LA1394.The horizontal coordinates were scaled from a map and have
 LA1394.an estimated accuracy of +/- 6 seconds.
 LA1394
 LA1394.The orthometric height was determined by differential leveling and
 LA1394.adjusted by the NATIONAL GEODETIC SURVEY
 LA1394.in June 1991.
 LA1394
 LA1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1394.GEOID18 height accuracy estimate available here.
 LA1394
 LA1394.Click photographs - Photos may exist for this station.
 LA1394
 LA1394.The dynamic height is computed by dividing the NAVD 88
 LA1394.geopotential number by the normal gravity value computed on the
 LA1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1394.degrees latitude (g = 980.6199 gals.).
 LA1394
 LA1394.The modeled gravity was interpolated from observed gravity values.
 LA1394
 LA1394;                    North         East    Units  Estimated Accuracy
 LA1394;SPC IN E     -   557,510.       73,680.      MT  (+/- 180 meters Scaled)
 LA1394
 LA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870581(NAD 83)
 LA1394
 LA1394                          SUPERSEDED SURVEY CONTROL
 LA1394
 LA1394  NGVD 29 (??/??/92)  262.211  (m)          860.27   (f) ADJ UNCH    2 0
 LA1394
 LA1394.Superseded values are not recommended for survey control.
 LA1394
 LA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1394.See file dsdata.pdf to determine how the superseded data were derived.
 LA1394
 LA1394_MARKER: DB = BENCH MARK DISK
 LA1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1394_SP_SET: BRIDGE
 LA1394_STAMPING: C 205 1946
 LA1394_MARK LOGO: CGS
 LA1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1394
 LA1394  HISTORY     - Date     Condition        Report By
 LA1394  HISTORY     - 1946     MONUMENTED       CGS
 LA1394
 LA1394                          STATION DESCRIPTION
 LA1394
 LA1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1394'2.4 MI SW FROM HOBBS.
 LA1394'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1394'AT HOBBS, THENCE ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD,
 LA1394'ABOUT 0.4 MILE SOUTH OF A CROSS ROAD, SET IN THE TOP OF THE
 LA1394'NORTHEAST END OF THE SOUTHWEST WING WALL OF A 22 FOOT CONCRETE
 LA1394'BRIDGE, 11 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1394'0.6 FOOT WEST OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH
 LA1394'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0733 ***********************************************************************
 MD0733  DESIGNATION -  C 206
 MD0733  PID         -  MD0733
 MD0733  STATE/COUNTY-  IN/WHITLEY
 MD0733  COUNTRY     -  US
 MD0733  USGS QUAD   -  LAUD (2019)
 MD0733
 MD0733                         *CURRENT SURVEY CONTROL
 MD0733  ______________________________________________________________________
 MD0733* NAD 83(1986) POSITION- 41 01 09.5    (N) 085 28 12.8    (W)   HD_HELD2
 MD0733* NAVD 88 ORTHO HEIGHT -   260.234 (meters)      853.78  (feet) ADJUSTED
 MD0733  ______________________________________________________________________
 MD0733  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 MD0733  DYNAMIC HEIGHT  -        260.119 (meters)      853.41  (feet) COMP
 MD0733  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 MD0733
 MD0733  VERT ORDER      -  SECOND    CLASS 0
 MD0733
 MD0733.The horizontal coordinates were established by autonomous hand held GPS
 MD0733.observations and have an estimated accuracy of +/- 10 meters.
 MD0733
 MD0733.The orthometric height was determined by differential leveling and
 MD0733.adjusted by the NATIONAL GEODETIC SURVEY
 MD0733.in June 1991.
 MD0733
 MD0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0733.GEOID18 height accuracy estimate available here.
 MD0733
 MD0733.Click photographs - Photos may exist for this station.
 MD0733
 MD0733.The dynamic height is computed by dividing the NAVD 88
 MD0733.geopotential number by the normal gravity value computed on the
 MD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0733.degrees latitude (g = 980.6199 gals.).
 MD0733
 MD0733.The modeled gravity was interpolated from observed gravity values.
 MD0733
 MD0733;                    North         East    Units  Estimated Accuracy
 MD0733;SPC IN E     -   640,721.      116,523.      MT  (+/- 10 meters HH2 GPS)
 MD0733
 MD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2862142027(NAD 83)
 MD0733
 MD0733                          SUPERSEDED SURVEY CONTROL
 MD0733
 MD0733  NGVD 29 (??/??/92)  260.374  (m)          854.24   (f) ADJ UNCH    2 0
 MD0733
 MD0733.Superseded values are not recommended for survey control.
 MD0733
 MD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0733.See file dsdata.pdf to determine how the superseded data were derived.
 MD0733
 MD0733_MARKER: DB = BENCH MARK DISK
 MD0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0733_SP_SET: BUILDING
 MD0733_STAMPING: C 206 1946
 MD0733_MARK LOGO: CGS
 MD0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0733
 MD0733  HISTORY     - Date     Condition        Report By
 MD0733  HISTORY     - 1946     MONUMENTED       CGS
 MD0733  HISTORY     - 1961     GOOD             CGS
 MD0733  HISTORY     - 1968     GOOD             CGS
 MD0733
 MD0733                          STATION DESCRIPTION
 MD0733
 MD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0733'9.5 MI S FROM COLUMBIA CITY.
 MD0733'ABOUT 9.5 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0733'IN COLUMBIA CITY, ABOUT 50 YARDS E OF THE HWY., ABOUT 18 YARDS N OF
 MD0733'CENTER LINE OF NO. 1000 S COUNTY ROAD, SET FACE-VERTICAL IN THE
 MD0733'LIMESTONE WATER-TABLE COURSE IN THE S BRICK WALL OF SAINTE CATHARINE
 MD0733'CATHOLIC CHURCH, 0.8 FOOT W OF THE SE CORNER OF THE BUILDING,
 MD0733'AND 2.3 FEET ABOVE THE GROUND.
 MD0733
 MD0733                          STATION RECOVERY (1968)
 MD0733
 MD0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0512 ***********************************************************************
 LB0512  DESIGNATION -  C 207
 LB0512  PID         -  LB0512
 LB0512  STATE/COUNTY-  IN/TIPTON
 LB0512  COUNTRY     -  US
 LB0512  USGS QUAD   -  TIPTON (2019)
 LB0512
 LB0512                         *CURRENT SURVEY CONTROL
 LB0512  ______________________________________________________________________
 LB0512* NAD 83(1986) POSITION- 40 16 31.     (N) 086 04 01.     (W)   SCALED
 LB0512* NAVD 88 ORTHO HEIGHT -   265.991 (meters)      872.67  (feet) ADJUSTED
 LB0512  ______________________________________________________________________
 LB0512  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 LB0512  DYNAMIC HEIGHT  -        265.847 (meters)      872.20  (feet) COMP
 LB0512  MODELED GRAVITY -    980,078.4   (mgal)                       NAVD 88
 LB0512
 LB0512  VERT ORDER      -  SECOND    CLASS 0
 LB0512
 LB0512.The horizontal coordinates were scaled from a map and have
 LB0512.an estimated accuracy of +/- 6 seconds.
 LB0512
 LB0512.The orthometric height was determined by differential leveling and
 LB0512.adjusted by the NATIONAL GEODETIC SURVEY
 LB0512.in June 1991.
 LB0512
 LB0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0512.GEOID18 height accuracy estimate available here.
 LB0512
 LB0512.Click photographs - Photos may exist for this station.
 LB0512
 LB0512.The dynamic height is computed by dividing the NAVD 88
 LB0512.geopotential number by the normal gravity value computed on the
 LB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0512.degrees latitude (g = 980.6199 gals.).
 LB0512
 LB0512.The modeled gravity was interpolated from observed gravity values.
 LB0512
 LB0512;                    North         East    Units  Estimated Accuracy
 LB0512;SPC IN E     -   558,160.       65,960.      MT  (+/- 180 meters Scaled)
 LB0512
 LB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK793587(NAD 83)
 LB0512
 LB0512                          SUPERSEDED SURVEY CONTROL
 LB0512
 LB0512  NGVD 29 (??/??/92)  266.110  (m)          873.06   (f) ADJ UNCH    2 0
 LB0512
 LB0512.Superseded values are not recommended for survey control.
 LB0512
 LB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0512.See file dsdata.pdf to determine how the superseded data were derived.
 LB0512
 LB0512_MARKER: DB = BENCH MARK DISK
 LB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0512_STAMPING: C 207 1946
 LB0512_MARK LOGO: CGS
 LB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0512+STABILITY: SURFACE MOTION
 LB0512
 LB0512  HISTORY     - Date     Condition        Report By
 LB0512  HISTORY     - 1946     MONUMENTED       CGS
 LB0512  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB0512
 LB0512                          STATION DESCRIPTION
 LB0512
 LB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0512'1.6 MI W FROM TIPTON.
 LB0512'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 LB0512'AT TIPTON, ABOUT 0.5 MILE EAST OF THE INTERSECTION OF A
 LB0512'NORTH-SOUTH GRAVEL ROAD, AT A T FENCE CORNER POST IN THE SOUTH
 LB0512'RIGHT-OF-WAY FENCE, 88 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 LB0512'FROM POWER POLE 6-131/50, 28 FEET SOUTH OF THE CENTER LINE OF THE
 LB0512'HIGHWAY, 9 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF THE T
 LB0512'FENCE POST AND IN LINE WITH THE FENCE LEADING SOUTH, ABOUT LEVEL
 LB0512'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LB0512'PROJECTING 6 INCHES.
 LB0512
 LB0512                          STATION RECOVERY (1960)
 LB0512
 LB0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0460 ***********************************************************************
 LB0460  DESIGNATION -  C 208
 LB0460  PID         -  LB0460
 LB0460  STATE/COUNTY-  IN/TIPTON
 LB0460  COUNTRY     -  US
 LB0460  USGS QUAD   -  KEMPTON (2019)
 LB0460
 LB0460                         *CURRENT SURVEY CONTROL
 LB0460  ______________________________________________________________________
 LB0460* NAD 83(1986) POSITION- 40 22 28.     (N) 086 11 45.     (W)   SCALED
 LB0460* NAVD 88 ORTHO HEIGHT -   271.524 (meters)      890.83  (feet) ADJUSTED
 LB0460  ______________________________________________________________________
 LB0460  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 LB0460  DYNAMIC HEIGHT  -        271.379 (meters)      890.35  (feet) COMP
 LB0460  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 LB0460
 LB0460  VERT ORDER      -  SECOND    CLASS 0
 LB0460
 LB0460.The horizontal coordinates were scaled from a map and have
 LB0460.an estimated accuracy of +/- 6 seconds.
 LB0460
 LB0460.The orthometric height was determined by differential leveling and
 LB0460.adjusted by the NATIONAL GEODETIC SURVEY
 LB0460.in June 1991.
 LB0460
 LB0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0460.GEOID18 height accuracy estimate available here.
 LB0460
 LB0460.Click photographs - Photos may exist for this station.
 LB0460
 LB0460.The dynamic height is computed by dividing the NAVD 88
 LB0460.geopotential number by the normal gravity value computed on the
 LB0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0460.degrees latitude (g = 980.6199 gals.).
 LB0460
 LB0460.The modeled gravity was interpolated from observed gravity values.
 LB0460
 LB0460;                    North         East    Units  Estimated Accuracy
 LB0460;SPC IN E     -   569,230.       55,060.      MT  (+/- 180 meters Scaled)
 LB0460
 LB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK682696(NAD 83)
 LB0460
 LB0460                          SUPERSEDED SURVEY CONTROL
 LB0460
 LB0460  NGVD 29 (??/??/92)  271.637  (m)          891.20   (f) ADJ UNCH    2 0
 LB0460
 LB0460.Superseded values are not recommended for survey control.
 LB0460
 LB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0460.See file dsdata.pdf to determine how the superseded data were derived.
 LB0460
 LB0460_MARKER: DB = BENCH MARK DISK
 LB0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0460_STAMPING: C 208 1946
 LB0460_MARK LOGO: CGS
 LB0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0460+STABILITY: SURFACE MOTION
 LB0460
 LB0460  HISTORY     - Date     Condition        Report By
 LB0460  HISTORY     - 1946     MONUMENTED       CGS
 LB0460
 LB0460                          STATION DESCRIPTION
 LB0460
 LB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0460'6.3 MI W FROM SHARPSVILLE.
 LB0460'ABOUT 1.5 MILES WEST ALONG A COUNTY ROAD FROM THE METHODIST
 LB0460'CHURCH AT SHARPSVILLE, THENCE ABOUT 0.25 MILE NORTH, THENCE
 LB0460'ABOUT 3.5 MILES WEST, THENCE ABOUT 0.5 MILE SOUTH, THENCE ABOUT
 LB0460'0.55 MILE WEST ALONG COUNTY ROADS, ABOUT 0.45 MILE EAST OF THE
 LB0460'INTERSECTION OF A NORTH-SOUTH ROAD, AT AN IMMITATION BRICK
 LB0460'HOUSE ON THE SOUTH SIDE OF THE ROAD, 93 FEET NORTHWEST OF THE
 LB0460'NORTHWEST CORNER OF THE HOUSE, 42 FEET WEST OF THE YARD FENCE
 LB0460'CORNER POST, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.5
 LB0460'FEET EAST OF A POWER POLE WITH A TRANSFORMER, ABOUT LEVEL WITH
 LB0460'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0460'6 INCHES.  MARK MAY BE REACHED FROM THE POST OFFICE AT FOREST,
 LB0460'CLINTON COUNTY BY GOING ABOUT 7.3 MILES EAST ALONG A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1441 ***********************************************************************
 LA1441  DESIGNATION -  C 209
 LA1441  PID         -  LA1441
 LA1441  STATE/COUNTY-  IN/HAMILTON
 LA1441  COUNTRY     -  US
 LA1441  USGS QUAD   -  RIVERWOOD (2019)
 LA1441
 LA1441                         *CURRENT SURVEY CONTROL
 LA1441  ______________________________________________________________________
 LA1441* NAD 83(1986) POSITION- 40 03 45.     (N) 085 52 31.     (W)   SCALED
 LA1441* NAVD 88 ORTHO HEIGHT -   255.994 (meters)      839.87  (feet) ADJUSTED
 LA1441  ______________________________________________________________________
 LA1441  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 LA1441  DYNAMIC HEIGHT  -        255.855 (meters)      839.42  (feet) COMP
 LA1441  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LA1441
 LA1441  VERT ORDER      -  SECOND    CLASS 0
 LA1441
 LA1441.The horizontal coordinates were scaled from a map and have
 LA1441.an estimated accuracy of +/- 6 seconds.
 LA1441
 LA1441.The orthometric height was determined by differential leveling and
 LA1441.adjusted by the NATIONAL GEODETIC SURVEY
 LA1441.in June 1991.
 LA1441
 LA1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1441.GEOID18 height accuracy estimate available here.
 LA1441
 LA1441.Click photographs - Photos may exist for this station.
 LA1441
 LA1441.The dynamic height is computed by dividing the NAVD 88
 LA1441.geopotential number by the normal gravity value computed on the
 LA1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1441.degrees latitude (g = 980.6199 gals.).
 LA1441
 LA1441.The modeled gravity was interpolated from observed gravity values.
 LA1441
 LA1441;                    North         East    Units  Estimated Accuracy
 LA1441;SPC IN E     -   534,480.       82,200.      MT  (+/- 180 meters Scaled)
 LA1441
 LA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK959353(NAD 83)
 LA1441
 LA1441                          SUPERSEDED SURVEY CONTROL
 LA1441
 LA1441  NGVD 29 (??/??/92)  256.126  (m)          840.31   (f) ADJ UNCH    2 0
 LA1441
 LA1441.Superseded values are not recommended for survey control.
 LA1441
 LA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1441.See file dsdata.pdf to determine how the superseded data were derived.
 LA1441
 LA1441_MARKER: DB = BENCH MARK DISK
 LA1441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1441_SP_SET: CULVERT HEADWALL
 LA1441_STAMPING: C 209 1946
 LA1441_MARK LOGO: CGS
 LA1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1441+STABILITY: SURFACE MOTION
 LA1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1441+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 LA1441
 LA1441  HISTORY     - Date     Condition        Report By
 LA1441  HISTORY     - 1946     MONUMENTED       CGS
 LA1441  HISTORY     - 20100624 GOOD             IN-057
 LA1441  HISTORY     - 20220919 GOOD             IN-057
 LA1441
 LA1441                          STATION DESCRIPTION
 LA1441
 LA1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1441'1.6 MI W FROM LAPEL.
 LA1441'ABOUT 1.6 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1441'STATION AT LAPEL, ABOUT 0.35 MILE EAST OF A GRAVEL ROAD CROSSING,
 LA1441'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 LA1441'HEAD WALL OF A 4 FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY
 LA1441'32, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 LA1441'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, AND SET IN A
 LA1441'DRILL HOLE ABOUT 3 FEET BELOW THE HIGHWAY.
 LA1441
 LA1441                          STATION RECOVERY (2010)
 LA1441
 LA1441'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2010 (JML)
 LA1441'RECOVERED IN GOOD CONDITION.
 LA1441
 LA1441                          STATION RECOVERY (2022)
 LA1441
 LA1441'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1441'BENCH MARK FOUND ON SOUTHEAST WALL ON CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0742 ***********************************************************************
 MD0742  DESIGNATION -  C 21
 MD0742  PID         -  MD0742
 MD0742  STATE/COUNTY-  IN/NOBLE
 MD0742  COUNTRY     -  US
 MD0742  USGS QUAD   -  ALBION (2019)
 MD0742
 MD0742                         *CURRENT SURVEY CONTROL
 MD0742  ______________________________________________________________________
 MD0742* NAD 83(1986) POSITION- 41 27 22.     (N) 085 26 34.     (W)   SCALED
 MD0742* NAVD 88 ORTHO HEIGHT -   282.842 (meters)      927.96  (feet) ADJUSTED
 MD0742  ______________________________________________________________________
 MD0742  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 MD0742  DYNAMIC HEIGHT  -        282.726 (meters)      927.58  (feet) COMP
 MD0742  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 MD0742
 MD0742  VERT ORDER      -  SECOND    CLASS 0
 MD0742
 MD0742.The horizontal coordinates were scaled from a map and have
 MD0742.an estimated accuracy of +/- 6 seconds.
 MD0742
 MD0742.The orthometric height was determined by differential leveling and
 MD0742.adjusted by the NATIONAL GEODETIC SURVEY
 MD0742.in June 1991.
 MD0742
 MD0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0742.GEOID18 height accuracy estimate available here.
 MD0742
 MD0742.Click photographs - Photos may exist for this station.
 MD0742
 MD0742.The dynamic height is computed by dividing the NAVD 88
 MD0742.geopotential number by the normal gravity value computed on the
 MD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0742.degrees latitude (g = 980.6199 gals.).
 MD0742
 MD0742.The modeled gravity was interpolated from observed gravity values.
 MD0742
 MD0742;                    North         East    Units  Estimated Accuracy
 MD0742;SPC IN E     -   689,240.      118,710.      MT  (+/- 180 meters Scaled)
 MD0742
 MD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL300905(NAD 83)
 MD0742
 MD0742                          SUPERSEDED SURVEY CONTROL
 MD0742
 MD0742  NGVD 29 (??/??/92)  282.978  (m)          928.40   (f) ADJ UNCH    2 0
 MD0742
 MD0742.Superseded values are not recommended for survey control.
 MD0742
 MD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0742.See file dsdata.pdf to determine how the superseded data were derived.
 MD0742
 MD0742_MARKER: DB = BENCH MARK DISK
 MD0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0742_STAMPING: C 21 1934
 MD0742_MARK LOGO: CGS
 MD0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0742+STABILITY: SURFACE MOTION
 MD0742
 MD0742  HISTORY     - Date     Condition        Report By
 MD0742  HISTORY     - 1934     MONUMENTED       CGS
 MD0742  HISTORY     - 1963     GOOD             CGS
 MD0742
 MD0742                          STATION DESCRIPTION
 MD0742
 MD0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0742'2 MI E FROM WAWAKA.
 MD0742'ABOUT 2.0 MILES E ALONG NO. 6 U.S. HWY. FROM THE CROSSROADS IN
 MD0742'WAWAKA OR 2.0 MILES W ALONG SAME FROM THE BRIDGE OVER N.Y.C. R.R.
 MD0742'AT BRIMFIELD TO ASPHALT ROAD N, THENCE 0.2 MILE N TO THE R.R. AND
 MD0742'THE MARK ON RIGHT, 37 FEET E OF CENTER LINE OF NO. 100 W COUNTY
 MD0742'ROAD, 30.0 FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS, 1.8 FEET
 MD0742'LOWER THAN TOP OF SAME, ONE FOOT S OF RIGHT-OF-WAY FENCE, AND
 MD0742'PROJECTING 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0407 ***********************************************************************
 LB0407  DESIGNATION -  C 210
 LB0407  PID         -  LB0407
 LB0407  STATE/COUNTY-  IN/HAMILTON
 LB0407  COUNTRY     -  US
 LB0407  USGS QUAD   -  SHERIDAN (2019)
 LB0407
 LB0407                         *CURRENT SURVEY CONTROL
 LB0407  ______________________________________________________________________
 LB0407* NAD 83(1986) POSITION- 40 08 46.     (N) 086 14 30.     (W)   SCALED
 LB0407* NAVD 88 ORTHO HEIGHT -   293.629 (meters)      963.35  (feet) ADJUSTED
 LB0407  ______________________________________________________________________
 LB0407  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 LB0407  DYNAMIC HEIGHT  -        293.466 (meters)      962.81  (feet) COMP
 LB0407  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 LB0407
 LB0407  VERT ORDER      -  SECOND    CLASS 0
 LB0407
 LB0407.The horizontal coordinates were scaled from a map and have
 LB0407.an estimated accuracy of +/- 6 seconds.
 LB0407
 LB0407.The orthometric height was determined by differential leveling and
 LB0407.adjusted by the NATIONAL GEODETIC SURVEY
 LB0407.in June 1991.
 LB0407
 LB0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0407.GEOID18 height accuracy estimate available here.
 LB0407
 LB0407.Click photographs - Photos may exist for this station.
 LB0407
 LB0407.The dynamic height is computed by dividing the NAVD 88
 LB0407.geopotential number by the normal gravity value computed on the
 LB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0407.degrees latitude (g = 980.6199 gals.).
 LB0407
 LB0407.The modeled gravity was interpolated from observed gravity values.
 LB0407
 LB0407;                    North         East    Units  Estimated Accuracy
 LB0407;SPC IN E     -   543,900.       51,010.      MT  (+/- 180 meters Scaled)
 LB0407
 LB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645442(NAD 83)
 LB0407
 LB0407                          SUPERSEDED SURVEY CONTROL
 LB0407
 LB0407  NGVD 29 (??/??/92)  293.736  (m)          963.70   (f) ADJ UNCH    2 0
 LB0407
 LB0407.Superseded values are not recommended for survey control.
 LB0407
 LB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0407.See file dsdata.pdf to determine how the superseded data were derived.
 LB0407
 LB0407_MARKER: DB = BENCH MARK DISK
 LB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0407_STAMPING: C 210 1946
 LB0407_MARK LOGO: CGS
 LB0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0407+STABILITY: SURFACE MOTION
 LB0407
 LB0407  HISTORY     - Date     Condition        Report By
 LB0407  HISTORY     - 1946     MONUMENTED       CGS
 LB0407  HISTORY     - 1961     GOOD             CGS
 LB0407
 LB0407                          STATION DESCRIPTION
 LB0407
 LB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0407'1.5 MI NW FROM SHERIDAN.
 LB0407'1.5 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0407'RAILWAY FROM THE STATION AT SHERIDAN, ABOUT 2.3 MILES SOUTHEAST
 LB0407'OF THE STATION AT TERHUNE, BOONE COUNTY, AT THE BOONE-HAMILTON
 LB0407'COUNTY LINE ROAD CROSSING, 30.5 FEET NORTHEAST OF THE NORTHEAST
 LB0407'RAIL OF THE TRACK, 24 FEET EAST OF THE CENTER LINE OF THE COUNTY
 LB0407'LINE ROAD, 10 FEET SOUTHEAST OF THE FENCE CORNER, 1.6 FEET
 LB0407'SOUTHWEST OF THE FENCE LINE, ABOUT 2.5 FEET ABOVE THE ROAD, AND
 LB0407'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0407
 LB0407                          STATION RECOVERY (1961)
 LB0407
 LB0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0131 ***********************************************************************
 LB0131  DESIGNATION -  C 211
 LB0131  PID         -  LB0131
 LB0131  STATE/COUNTY-  IN/HOWARD
 LB0131  COUNTRY     -  US
 LB0131  USGS QUAD   -  MIAMI (2019)
 LB0131
 LB0131                         *CURRENT SURVEY CONTROL
 LB0131  ______________________________________________________________________
 LB0131* NAD 83(1997) POSITION- 40 32 02.24459(N) 086 03 31.30778(W)   ADJUSTED
 LB0131* NAVD 88 ORTHO HEIGHT -   250.285 (meters)      821.14  (feet) ADJUSTED
 LB0131  ______________________________________________________________________
 LB0131  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 LB0131  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 LB0131  DYNAMIC HEIGHT  -        250.158 (meters)      820.73  (feet) COMP
 LB0131  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 LB0131
 LB0131  HORZ ORDER      -  SECOND
 LB0131  VERT ORDER      -  SECOND    CLASS 0
 LB0131
 LB0131.This mark is at Kokomo Airport (OKK)
 LB0131
 LB0131.The horizontal coordinates were established by classical geodetic methods
 LB0131.and adjusted by the National Geodetic Survey in May 1999.
 LB0131
 LB0131.The orthometric height was determined by differential leveling and
 LB0131.adjusted by the NATIONAL GEODETIC SURVEY
 LB0131.in June 1991.
 LB0131
 LB0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0131.GEOID18 height accuracy estimate available here.
 LB0131
 LB0131.Click photographs - Photos may exist for this station.
 LB0131
 LB0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0131
 LB0131.The dynamic height is computed by dividing the NAVD 88
 LB0131.geopotential number by the normal gravity value computed on the
 LB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0131.degrees latitude (g = 980.6199 gals.).
 LB0131
 LB0131.The modeled gravity was interpolated from observed gravity values.
 LB0131
 LB0131. The following values were computed from the NAD 83(1997) position.
 LB0131
 LB0131;                    North         East     Units Scale Factor Converg.
 LB0131;SPC IN E     -   586,879.951    66,786.327   MT  0.99998024   -0 15 17.2
 LB0131;SPC IN E     - 1,925,455.31    219,114.81   sFT  0.99998024   -0 15 17.2
 LB0131;UTM  16      - 4,487,449.558   579,720.601   MT  0.99967823   +0 36 42.4
 LB0131
 LB0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0131!SPC IN E     -   0.99996614  x   0.99998024  =   0.99994638
 LB0131!UTM  16      -   0.99996614  x   0.99967823  =   0.99964438
 LB0131
 LB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7972087449(NAD 83)
 LB0131
 LB0131                          SUPERSEDED SURVEY CONTROL
 LB0131
 LB0131  NAD 83(1986)-  40 32 02.24901(N)    086 03 31.31846(W) AD(       ) 2
 LB0131  NAD 27      -  40 32 02.11030(N)    086 03 31.35410(W) AD(       ) 2
 LB0131  NGVD 29 (??/??/92)  250.409  (m)          821.55   (f) ADJ UNCH    2 0
 LB0131  NGVD 29             250.41   (m)          821.6    (f) LEVELING    3  
 LB0131
 LB0131.Superseded values are not recommended for survey control.
 LB0131
 LB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0131.See file dsdata.pdf to determine how the superseded data were derived.
 LB0131
 LB0131_MARKER: DB = BENCH MARK DISK
 LB0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0131_SP_SET: BUILDING
 LB0131_STAMPING: C 211 1946
 LB0131_MARK LOGO: CGS
 LB0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0131+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2017
 LB0131
 LB0131  HISTORY     - Date     Condition        Report By
 LB0131  HISTORY     - 1946     MONUMENTED       CGS
 LB0131  HISTORY     - 1954     GOOD             CGS
 LB0131  HISTORY     - 1964     GOOD             CGS
 LB0131  HISTORY     - 1964     GOOD             CGS
 LB0131  HISTORY     - 1978     GOOD             NGS
 LB0131  HISTORY     - 20120622 GOOD             WOOLPT
 LB0131  HISTORY     - 20170507 GOOD             GEOCAC
 LB0131
 LB0131                          STATION DESCRIPTION
 LB0131
 LB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0131'6.6 MI NE FROM KOKOMO.
 LB0131'3.4 MILES EAST ALONG A PAVED ROAD (SYCAMORE STREET-PROLONGED),
 LB0131'FROM THE COURT HOUSE AT KOKOMO, THENCE 2.65 MILES NORTH ALONG
 LB0131'A BLACK TOP ROAD, THENCE 0.6 MILE EAST ALONG A BLACK TOP ROAD,
 LB0131'AT THE KOKOMO MUNICIPAL AIRPORT, SET VERTICALLY IN THE EAST
 LB0131'FACE OF A CONCRETE BUILDING HOUSING THE ELECTRICAL TRANSFORMERS
 LB0131'ETC. 1.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING
 LB0131'AND 2.1 FEET ABOVE THE GROUND.
 LB0131
 LB0131                          STATION RECOVERY (1954)
 LB0131
 LB0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB0131'STATION IS LOCATED ON THE KOKOMO MUNI. AIRPORT, WHICH IS ABOUT 4
 LB0131'MILES NORTHEAST OF KOKOMO.  THE DISK IS FLUSH IN A DRILL HOLE IN THE
 LB0131'EAST WALL OF A SMALL CONCRETE BLOCK BUILDING, 3 FEET ABOVE THE
 LB0131'GROUND AND 1 FOOT NORTH OF THE SOUTHEAST CORNER.  IT IS A STANDARD U.
 LB0131'S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED C 211 1946.  A
 LB0131'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAKE,
 LB0131'THE DISTANCE IS 78.566 METERS, 257.76 FEET.
 LB0131
 LB0131                          STATION RECOVERY (1964)
 LB0131
 LB0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LB0131'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LB0131
 LB0131                          STATION RECOVERY (1964)
 LB0131
 LB0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LB0131'RECOVERED IN GOOD CONDITION.
 LB0131
 LB0131                          STATION RECOVERY (1978)
 LB0131
 LB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LB0131'RECOVERED IN GOOD CONDITION.
 LB0131
 LB0131                          STATION RECOVERY (2012)
 LB0131
 LB0131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 LB0131'RECOVERED IN GOOD CONDITION.
 LB0131
 LB0131                          STATION RECOVERY (2017)
 LB0131
 LB0131'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 LB0131'STATION DISK HAS BEEN PAINTED OVER WHITE. HOWEVER, IT IS STILL EASILY
 LB0131'USABLE. CINDER-BLOCK BUILDING IS SIGNED 'STORM SHELTER'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0550 ***********************************************************************
 LB0550  DESIGNATION -  C 212
 LB0550  PID         -  LB0550
 LB0550  STATE/COUNTY-  IN/HAMILTON
 LB0550  COUNTRY     -  US
 LB0550  USGS QUAD   -  SHERIDAN (2019)
 LB0550
 LB0550                         *CURRENT SURVEY CONTROL
 LB0550  ______________________________________________________________________
 LB0550* NAD 83(1986) POSITION- 40 07 49.30   (N) 086 11 05.57   (W)   HD_HELD1
 LB0550* NAVD 88 ORTHO HEIGHT -   288.823 (meters)      947.58  (feet) ADJUSTED
 LB0550  ______________________________________________________________________
 LB0550  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 LB0550  DYNAMIC HEIGHT  -        288.662 (meters)      947.05  (feet) COMP
 LB0550  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 LB0550
 LB0550  VERT ORDER      -  SECOND    CLASS 0
 LB0550
 LB0550.The horizontal coordinates were determined by differentially corrected
 LB0550.hand held GPS observations or other comparable positioning techniques
 LB0550.and have an estimated accuracy of +/- 3 meters.
 LB0550
 LB0550.The orthometric height was determined by differential leveling and
 LB0550.adjusted by the NATIONAL GEODETIC SURVEY
 LB0550.in June 1991.
 LB0550
 LB0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0550.GEOID18 height accuracy estimate available here.
 LB0550
 LB0550.Click photographs - Photos may exist for this station.
 LB0550
 LB0550.The dynamic height is computed by dividing the NAVD 88
 LB0550.geopotential number by the normal gravity value computed on the
 LB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0550.degrees latitude (g = 980.6199 gals.).
 LB0550
 LB0550.The modeled gravity was interpolated from observed gravity values.
 LB0550
 LB0550;                    North         East    Units  Estimated Accuracy
 LB0550;SPC IN E     -   542,120.7      55,833.4     MT  (+/- 3 meters HH1 GPS) 
 LB0550
 LB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6944642544(NAD 83)
 LB0550
 LB0550                          SUPERSEDED SURVEY CONTROL
 LB0550
 LB0550  NGVD 29 (??/??/92)  288.933  (m)          947.94   (f) ADJ UNCH    2 0
 LB0550
 LB0550.Superseded values are not recommended for survey control.
 LB0550
 LB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0550.See file dsdata.pdf to determine how the superseded data were derived.
 LB0550
 LB0550_MARKER: DB = BENCH MARK DISK
 LB0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0550_STAMPING: C 212 1946
 LB0550_MARK LOGO: CGS
 LB0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0550+STABILITY: SURFACE MOTION
 LB0550
 LB0550  HISTORY     - Date     Condition        Report By
 LB0550  HISTORY     - 1946     MONUMENTED       CGS
 LB0550  HISTORY     - 1961     GOOD             CGS
 LB0550  HISTORY     - 20221005 MARK NOT FOUND   IN-057
 LB0550
 LB0550                          STATION DESCRIPTION
 LB0550
 LB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0550'2.5 MI W FROM BAKERS CORNER.
 LB0550'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 47 FROM THE METHODIST
 LB0550'CHURCH AT BAKERS CORNER, 139 FEET SOUTHEAST OF THE SOUTHEAST
 LB0550'CORNER OF THE J.C. KERCHEVAL RESIDENCE, 40 FEET WEST OF A
 LB0550'TELEPHONE POLE, 38 FEET EAST OF THE CENTER LINE OF THE DRIVE
 LB0550'TO THE FARM HOUSE, 28 FEET WEST-SOUTHWEST OF A 24 INCH TREE, 15
 LB0550'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 LB0550'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0550
 LB0550                          STATION RECOVERY (1961)
 LB0550
 LB0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0550'RECOVERED IN GOOD CONDITION.
 LB0550
 LB0550                          STATION RECOVERY (2022)
 LB0550
 LB0550'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0972 ***********************************************************************
 LA0972  DESIGNATION -  C 213
 LA0972  PID         -  LA0972
 LA0972  STATE/COUNTY-  IN/HUNTINGTON
 LA0972  COUNTRY     -  US
 LA0972  USGS QUAD   -  WARREN (2019)
 LA0972
 LA0972                         *CURRENT SURVEY CONTROL
 LA0972  ______________________________________________________________________
 LA0972* NAD 83(1986) POSITION- 40 44 29.     (N) 085 29 17.     (W)   SCALED
 LA0972* NAVD 88 ORTHO HEIGHT -   247.455 (meters)      811.86  (feet) ADJUSTED
 LA0972  ______________________________________________________________________
 LA0972  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 LA0972  DYNAMIC HEIGHT  -        247.334 (meters)      811.46  (feet) COMP
 LA0972  MODELED GRAVITY -    980,130.0   (mgal)                       NAVD 88
 LA0972
 LA0972  VERT ORDER      -  SECOND    CLASS 0
 LA0972
 LA0972.The horizontal coordinates were scaled from a map and have
 LA0972.an estimated accuracy of +/- 6 seconds.
 LA0972
 LA0972.The orthometric height was determined by differential leveling and
 LA0972.adjusted by the NATIONAL GEODETIC SURVEY
 LA0972.in June 1991.
 LA0972
 LA0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0972.GEOID18 height accuracy estimate available here.
 LA0972
 LA0972.Click photographs - Photos may exist for this station.
 LA0972
 LA0972.The dynamic height is computed by dividing the NAVD 88
 LA0972.geopotential number by the normal gravity value computed on the
 LA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0972.degrees latitude (g = 980.6199 gals.).
 LA0972
 LA0972.The modeled gravity was interpolated from observed gravity values.
 LA0972
 LA0972;                    North         East    Units  Estimated Accuracy
 LA0972;SPC IN E     -   609,860.      115,090.      MT  (+/- 180 meters Scaled)
 LA0972
 LA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276111(NAD 83)
 LA0972
 LA0972                          SUPERSEDED SURVEY CONTROL
 LA0972
 LA0972  NGVD 29 (??/??/92)  247.587  (m)          812.29   (f) ADJ UNCH    2 0
 LA0972
 LA0972.Superseded values are not recommended for survey control.
 LA0972
 LA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0972.See file dsdata.pdf to determine how the superseded data were derived.
 LA0972
 LA0972_MARKER: DB = BENCH MARK DISK
 LA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0972_STAMPING: C 213 1947
 LA0972_MARK LOGO: CGS
 LA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0972+STABILITY: SURFACE MOTION
 LA0972
 LA0972  HISTORY     - Date     Condition        Report By
 LA0972  HISTORY     - 1947     MONUMENTED       CGS
 LA0972  HISTORY     - 1962     GOOD             CGS
 LA0972
 LA0972                          STATION DESCRIPTION
 LA0972
 LA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0972'5.1 MI W FROM PLUM TREE.
 LA0972'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0972'CHURCH AT PLUM TREE, ABOUT 4.4 MILES EAST ALONG STATE HIGHWAY 124
 LA0972'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 AND 37 AT MT. ETNA,
 LA0972'ABOUT 0.85 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 221-SOUTH,
 LA0972'AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 33 YARDS WEST OF THE
 LA0972'PROLONGED CENTER LINE OF A BLACK TOP ROAD NORTH, 23 FEET EAST OF
 LA0972'THE CENTER LINE OF THE SIDE ROAD, 41 FEET SOUTH OF THE CENTER LINE
 LA0972'OF THE HIGHWAY, 24.5 FEET WEST OF POWER POLE NO. A 189, 2.5 FEET
 LA0972'EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE FENCE LINE, 1 FOOT
 LA0972'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY
 LA0972'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0972
 LA0972                          STATION RECOVERY (1962)
 LA0972
 LA0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0904 ***********************************************************************
 LA0904  DESIGNATION -  C 214
 LA0904  PID         -  LA0904
 LA0904  STATE/COUNTY-  IN/HUNTINGTON
 LA0904  COUNTRY     -  US
 LA0904  USGS QUAD   -  MARKLE (2019)
 LA0904
 LA0904                         *CURRENT SURVEY CONTROL
 LA0904  ______________________________________________________________________
 LA0904* NAD 83(1986) POSITION- 40 47 08.     (N) 085 22 03.     (W)   SCALED
 LA0904* NAVD 88 ORTHO HEIGHT -   251.798 (meters)      826.11  (feet) ADJUSTED
 LA0904  ______________________________________________________________________
 LA0904  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA0904  DYNAMIC HEIGHT  -        251.678 (meters)      825.71  (feet) COMP
 LA0904  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LA0904
 LA0904  VERT ORDER      -  SECOND    CLASS 0
 LA0904
 LA0904.The horizontal coordinates were scaled from a map and have
 LA0904.an estimated accuracy of +/- 6 seconds.
 LA0904
 LA0904.The orthometric height was determined by differential leveling and
 LA0904.adjusted by the NATIONAL GEODETIC SURVEY
 LA0904.in June 1991.
 LA0904
 LA0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0904.GEOID18 height accuracy estimate available here.
 LA0904
 LA0904.Click photographs - Photos may exist for this station.
 LA0904
 LA0904.The dynamic height is computed by dividing the NAVD 88
 LA0904.geopotential number by the normal gravity value computed on the
 LA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0904.degrees latitude (g = 980.6199 gals.).
 LA0904
 LA0904.The modeled gravity was interpolated from observed gravity values.
 LA0904
 LA0904;                    North         East    Units  Estimated Accuracy
 LA0904;SPC IN E     -   614,790.      125,250.      MT  (+/- 180 meters Scaled)
 LA0904
 LA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL377162(NAD 83)
 LA0904
 LA0904                          SUPERSEDED SURVEY CONTROL
 LA0904
 LA0904  NGVD 29 (??/??/92)  251.933  (m)          826.55   (f) ADJ UNCH    2 0
 LA0904
 LA0904.Superseded values are not recommended for survey control.
 LA0904
 LA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0904.See file dsdata.pdf to determine how the superseded data were derived.
 LA0904
 LA0904_MARKER: DB = BENCH MARK DISK
 LA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0904_STAMPING: C 214 1947
 LA0904_MARK LOGO: CGS
 LA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0904+STABILITY: SURFACE MOTION
 LA0904
 LA0904  HISTORY     - Date     Condition        Report By
 LA0904  HISTORY     - 1947     MONUMENTED       CGS
 LA0904  HISTORY     - 1961     GOOD             CGS
 LA0904
 LA0904                          STATION DESCRIPTION
 LA0904
 LA0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0904'3.2 MI SW FROM MARKLE.
 LA0904'ABOUT 3.15 SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 LA0904'OF STATE HIGHWAY 116 AT MARKLE, AT A CROSS ROAD (GRAVEL EAST AND
 LA0904'BLACK TOP WEST TO ROCK CREEK), 30 FEET NORTH OF THE CENTER LINE
 LA0904'OF THE CROSS ROAD, 52 FEET NORTHWEST OF THE CENTER LINE OF THE
 LA0904'HIGHWAY, 12.5 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET
 LA0904'SOUTHEAST OF THE FENCE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 LA0904'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 LA0904'OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0904
 LA0904                          STATION RECOVERY (1961)
 LA0904
 LA0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0944 ***********************************************************************
 LA0944  DESIGNATION -  C 215
 LA0944  PID         -  LA0944
 LA0944  STATE/COUNTY-  IN/GRANT
 LA0944  COUNTRY     -  US
 LA0944  USGS QUAD   -  ROLL (2019)
 LA0944
 LA0944                         *CURRENT SURVEY CONTROL
 LA0944  ______________________________________________________________________
 LA0944* NAD 83(1997) POSITION- 40 33 05.62134(N) 085 26 59.14543(W)   ADJUSTED
 LA0944* NAVD 88 ORTHO HEIGHT -   267.284 (meters)      876.91  (feet) ADJUSTED
 LA0944  ______________________________________________________________________
 LA0944  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 LA0944  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA0944  DYNAMIC HEIGHT  -        267.147 (meters)      876.46  (feet) COMP
 LA0944  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 LA0944
 LA0944  HORZ ORDER      -  SECOND
 LA0944  VERT ORDER      -  SECOND    CLASS 0
 LA0944
 LA0944.The horizontal coordinates were established by classical geodetic methods
 LA0944.and adjusted by the National Geodetic Survey in May 1999.
 LA0944
 LA0944.The orthometric height was determined by differential leveling and
 LA0944.adjusted by the NATIONAL GEODETIC SURVEY
 LA0944.in June 1991.
 LA0944
 LA0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0944.GEOID18 height accuracy estimate available here.
 LA0944
 LA0944.Click photographs - Photos may exist for this station.
 LA0944
 LA0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0944
 LA0944.The dynamic height is computed by dividing the NAVD 88
 LA0944.geopotential number by the normal gravity value computed on the
 LA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0944.degrees latitude (g = 980.6199 gals.).
 LA0944
 LA0944.The modeled gravity was interpolated from observed gravity values.
 LA0944
 LA0944. The following values were computed from the NAD 83(1997) position.
 LA0944
 LA0944;                    North         East     Units Scale Factor Converg.
 LA0944;SPC IN E     -   588,783.557   118,371.781   MT  0.99997082   +0 08 27.7
 LA0944;SPC IN E     - 1,931,700.72    388,358.08   sFT  0.99997082   +0 08 27.7
 LA0944;UTM  16      - 4,490,132.684   631,259.480   MT  0.99981207   +1 00 28.8
 LA0944
 LA0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0944!SPC IN E     -   0.99996344  x   0.99997082  =   0.99993426
 LA0944!UTM  16      -   0.99996344  x   0.99981207  =   0.99977552
 LA0944
 LA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3125990132(NAD 83)
 LA0944
 LA0944                          SUPERSEDED SURVEY CONTROL
 LA0944
 LA0944  NAD 83(1995)-  40 33 05.62271(N)    085 26 59.15792(W) AD(       ) 2
 LA0944  NAD 83(1986)-  40 33 05.62421(N)    085 26 59.15942(W) AD(       ) 2
 LA0944  NAD 27      -  40 33 05.46140(N)    085 26 59.27210(W) AD(       ) 2
 LA0944  NGVD 29 (??/??/92)  267.414  (m)          877.34   (f) ADJ UNCH    2 0
 LA0944  NGVD 29             267.14   (m)          876.4    (f) LEVELING    3  
 LA0944
 LA0944.Superseded values are not recommended for survey control.
 LA0944
 LA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0944.See file dsdata.pdf to determine how the superseded data were derived.
 LA0944
 LA0944_MARKER: DB = BENCH MARK DISK
 LA0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0944_STAMPING: C 215 1947
 LA0944_MARK LOGO: CGS
 LA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0944+STABILITY: SURFACE MOTION
 LA0944
 LA0944  HISTORY     - Date     Condition        Report By
 LA0944  HISTORY     - 1947     MONUMENTED       CGS
 LA0944  HISTORY     - 1955     GOOD             CGS
 LA0944  HISTORY     - 1970     GOOD             NGS
 LA0944
 LA0944                          STATION DESCRIPTION
 LA0944
 LA0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0944'3 MI W FROM ROLL.
 LA0944'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL
 LA0944'AT ROLL, ABOUT 0.2 MILE WEST OF THE BLACKFORD-GRANT COUNTY LINE,
 LA0944'70 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE KENNETH BANTER
 LA0944'FARM HOUSE, 66 FEET WEST OF THE CENTER LINE OF THE SIDE WALK
 LA0944'LEADING TO THE HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF THE
 LA0944'HIGHWAY, 19 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 LA0944'FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, 2
 LA0944'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0944'PROJECTING 6 INCHES.  NOTE-- A METAL WITNESS POST WAS SET 1 FOOT
 LA0944'WEST OF THE MARK.  NOTE-- THIS MARK USED AS A REFERENCE MARK
 LA0944'FOR TRIANGULATION STATION ARCANA 1955.
 LA0944
 LA0944                          STATION RECOVERY (1955)
 LA0944
 LA0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LA0944'SEE STATION ARCANA
 LA0944
 LA0944                          STATION RECOVERY (1970)
 LA0944
 LA0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0963 ***********************************************************************
 LA0963  DESIGNATION -  C 216
 LA0963  PID         -  LA0963
 LA0963  STATE/COUNTY-  IN/HUNTINGTON
 LA0963  COUNTRY     -  US
 LA0963  USGS QUAD   -  WARREN (2019)
 LA0963
 LA0963                         *CURRENT SURVEY CONTROL
 LA0963  ______________________________________________________________________
 LA0963* NAD 83(1986) POSITION- 40 40 06.     (N) 085 24 40.     (W)   SCALED
 LA0963* NAVD 88 ORTHO HEIGHT -   250.494 (meters)      821.83  (feet) ADJUSTED
 LA0963  ______________________________________________________________________
 LA0963  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 LA0963  DYNAMIC HEIGHT  -        250.369 (meters)      821.42  (feet) COMP
 LA0963  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LA0963
 LA0963  VERT ORDER      -  SECOND    CLASS 0
 LA0963
 LA0963.The horizontal coordinates were scaled from a map and have
 LA0963.an estimated accuracy of +/- 6 seconds.
 LA0963
 LA0963.The orthometric height was determined by differential leveling and
 LA0963.adjusted by the NATIONAL GEODETIC SURVEY
 LA0963.in June 1991.
 LA0963
 LA0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0963.GEOID18 height accuracy estimate available here.
 LA0963
 LA0963.Click photographs - Photos may exist for this station.
 LA0963
 LA0963.The dynamic height is computed by dividing the NAVD 88
 LA0963.geopotential number by the normal gravity value computed on the
 LA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0963.degrees latitude (g = 980.6199 gals.).
 LA0963
 LA0963.The modeled gravity was interpolated from observed gravity values.
 LA0963
 LA0963;                    North         East    Units  Estimated Accuracy
 LA0963;SPC IN E     -   601,760.      121,610.      MT  (+/- 180 meters Scaled)
 LA0963
 LA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL342031(NAD 83)
 LA0963
 LA0963                          SUPERSEDED SURVEY CONTROL
 LA0963
 LA0963  NGVD 29 (??/??/92)  250.626  (m)          822.26   (f) ADJ UNCH    2 0
 LA0963
 LA0963.Superseded values are not recommended for survey control.
 LA0963
 LA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0963.See file dsdata.pdf to determine how the superseded data were derived.
 LA0963
 LA0963_MARKER: DB = BENCH MARK DISK
 LA0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0963_STAMPING: C 216 1947
 LA0963_MARK LOGO: CGS
 LA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0963+STABILITY: SURFACE MOTION
 LA0963
 LA0963  HISTORY     - Date     Condition        Report By
 LA0963  HISTORY     - 1947     MONUMENTED       CGS
 LA0963  HISTORY     - 20070621 GOOD             INDNR
 LA0963
 LA0963                          STATION DESCRIPTION
 LA0963
 LA0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0963'1.2 MI SE FROM WARREN.
 LA0963'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM ITS JUNCTION
 LA0963'WITH STATE HIGHWAY 218 AT WARREN, AT THE JUNCTION OF A GRAVEL
 LA0963'ROAD LEADING EAST, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 LA0963'HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 30 FEET
 LA0963'WEST OF A 4-INCH IRON PIPE FENCE CORNER POST, 5 FEET NORTHWEST
 LA0963'OF A HIGHWAY R/W MARKER POST, 1.8 FEET NORTHWEST OF A WHITE
 LA0963'WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE HIGHWAY AND SET IN
 LA0963'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0963
 LA0963                          STATION RECOVERY (2007)
 LA0963
 LA0963'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 LA0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1498 ***********************************************************************
 LA1498  DESIGNATION -  C 217
 LA1498  PID         -  LA1498
 LA1498  STATE/COUNTY-  IN/GRANT
 LA1498  COUNTRY     -  US
 LA1498  USGS QUAD   -  GAS CITY (2019)
 LA1498
 LA1498                         *CURRENT SURVEY CONTROL
 LA1498  ______________________________________________________________________
 LA1498* NAD 83(1986) POSITION- 40 23 37.     (N) 085 34 42.     (W)   SCALED
 LA1498* NAVD 88 ORTHO HEIGHT -   269.010 (meters)      882.58  (feet) ADJUSTED
 LA1498  ______________________________________________________________________
 LA1498  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 LA1498  DYNAMIC HEIGHT  -        268.872 (meters)      882.12  (feet) COMP
 LA1498  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 LA1498
 LA1498  VERT ORDER      -  SECOND    CLASS 0
 LA1498
 LA1498.The horizontal coordinates were scaled from a map and have
 LA1498.an estimated accuracy of +/- 6 seconds.
 LA1498
 LA1498.The orthometric height was determined by differential leveling and
 LA1498.adjusted by the NATIONAL GEODETIC SURVEY
 LA1498.in June 1991.
 LA1498
 LA1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1498.GEOID18 height accuracy estimate available here.
 LA1498
 LA1498.Click photographs - Photos may exist for this station.
 LA1498
 LA1498.The dynamic height is computed by dividing the NAVD 88
 LA1498.geopotential number by the normal gravity value computed on the
 LA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1498.degrees latitude (g = 980.6199 gals.).
 LA1498
 LA1498.The modeled gravity was interpolated from observed gravity values.
 LA1498
 LA1498;                    North         East    Units  Estimated Accuracy
 LA1498;SPC IN E     -   571,230.      107,500.      MT  (+/- 180 meters Scaled)
 LA1498
 LA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK206724(NAD 83)
 LA1498
 LA1498                          SUPERSEDED SURVEY CONTROL
 LA1498
 LA1498  NGVD 29 (??/??/92)  269.148  (m)          883.03   (f) ADJ UNCH    2 0
 LA1498
 LA1498.Superseded values are not recommended for survey control.
 LA1498
 LA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1498.See file dsdata.pdf to determine how the superseded data were derived.
 LA1498
 LA1498_MARKER: DB = BENCH MARK DISK
 LA1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1498_STAMPING: C 217 1947
 LA1498_MARK LOGO: CGS
 LA1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1498+STABILITY: SURFACE MOTION
 LA1498
 LA1498  HISTORY     - Date     Condition        Report By
 LA1498  HISTORY     - 1947     MONUMENTED       CGS
 LA1498
 LA1498                          STATION DESCRIPTION
 LA1498
 LA1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1498'5 MI SE FROM FAIRMOUNT.
 LA1498'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1498'FROM THE STATION AT FAIRMOUNT, THENCE ABOUT 3.45 MILES EAST ALONG
 LA1498'A GRAVEL ROAD, AT THE JUNCTION OF A BLACK TOP ROAD, 40 YARDS
 LA1498'WEST OF THE PROLONGED CENTER LINE OF THE BLACK TOP ROAD, 40
 LA1498'YARDS WEST OF THE PROLONGED CENTER LINE OF THE BLACK TOP ROAD
 LA1498'NORTH TO FOWLERTON, 19 FEET WEST OF THE CENTER LINE OF THE BLACK
 LA1498'TOP ROAD SOUTH, 27 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1498'ROAD, 6 FEET SOUTH OF A TELEPHONE POLE, 10 FEET SOUTH OF AN
 LA1498'IRON PIPE FENCE CORNER POST, 1 FOOT SOUTH OF A TELEPHONE POLE,
 LA1498'10 FEET SOUTH OF AN IRON PIPE FENCE CORNER POST, 1 FOOT EAST OF
 LA1498'THE FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 LA1498'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 LA1498'POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 LA1498'MATTHEWS, GRANT COUNTY BY GOING ABOUT 0.55 MILE NORTH ALONG
 LA1498'U.S. HIGHWAY 35 FROM ITS JUNCTION WITH STATE HIGHWAY 221, THENCE
 LA1498'ABOUT 3.6 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.25
 LA1498'MILE NORTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1557 ***********************************************************************
 LA1557  DESIGNATION -  C 218
 LA1557  PID         -  LA1557
 LA1557  STATE/COUNTY-  IN/DELAWARE
 LA1557  COUNTRY     -  US
 LA1557  USGS QUAD   -  GASTON (2019)
 LA1557
 LA1557                         *CURRENT SURVEY CONTROL
 LA1557  ______________________________________________________________________
 LA1557* NAD 83(1986) POSITION- 40 16 36.1    (N) 085 30 02.0    (W)   HD_HELD2
 LA1557* NAVD 88 ORTHO HEIGHT -   275.896 (meters)      905.17  (feet) ADJUSTED
 LA1557  ______________________________________________________________________
 LA1557  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 LA1557  DYNAMIC HEIGHT  -        275.752 (meters)      904.70  (feet) COMP
 LA1557  MODELED GRAVITY -    980,096.9   (mgal)                       NAVD 88
 LA1557
 LA1557  VERT ORDER      -  SECOND    CLASS 0
 LA1557
 LA1557.The horizontal coordinates were established by autonomous hand held GPS
 LA1557.observations and have an estimated accuracy of +/- 10 meters.
 LA1557
 LA1557.The orthometric height was determined by differential leveling and
 LA1557.adjusted by the NATIONAL GEODETIC SURVEY
 LA1557.in June 1991.
 LA1557
 LA1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1557.GEOID18 height accuracy estimate available here.
 LA1557
 LA1557.Click photographs - Photos may exist for this station.
 LA1557
 LA1557.The dynamic height is computed by dividing the NAVD 88
 LA1557.geopotential number by the normal gravity value computed on the
 LA1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1557.degrees latitude (g = 980.6199 gals.).
 LA1557
 LA1557.The modeled gravity was interpolated from observed gravity values.
 LA1557
 LA1557;                    North         East    Units  Estimated Accuracy
 LA1557;SPC IN E     -   558,253.      114,127.      MT  (+/- 10 meters HH2 GPS)
 LA1557
 LA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2747659546(NAD 83)
 LA1557
 LA1557                          SUPERSEDED SURVEY CONTROL
 LA1557
 LA1557  NGVD 29 (??/??/92)  276.036  (m)          905.63   (f) ADJ UNCH    2 0
 LA1557
 LA1557.Superseded values are not recommended for survey control.
 LA1557
 LA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1557.See file dsdata.pdf to determine how the superseded data were derived.
 LA1557
 LA1557_MARKER: DB = BENCH MARK DISK
 LA1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1557_STAMPING: C 218 1947
 LA1557_MARK LOGO: CGS
 LA1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1557+STABILITY: SURFACE MOTION
 LA1557
 LA1557  HISTORY     - Date     Condition        Report By
 LA1557  HISTORY     - 1947     MONUMENTED       CGS
 LA1557
 LA1557                          STATION DESCRIPTION
 LA1557
 LA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1557'8.8 MI E FROM ALEXANDRIA.
 LA1557'ABOUT 8.85 MILE EAST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION
 LA1557'OF STATE HIGHWAY 9 AT ALEXANDRIA, AT A BLACK TOP ROAD CROSSING,
 LA1557'(LEADING NORTH TO GASTON AND SOUTH TO YORKTOWN), 66 FEET WEST
 LA1557'OF THE CENTER LINE OF THE BLACK TOP ROAD, 29 FEET SOUTH OF THE
 LA1557'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTHEAST AND ACROSS THE
 LA1557'HIGHWAY FROM THE SOUTHWEST CORNER OF A 2-STORY WHITE FRAME HOUSE,
 LA1557'4.8 FEET WEST OF A CONCRETE FENCE CORNER POST, 1.5 FEET NORTH
 LA1557'OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA1557'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1557'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1226 ***********************************************************************
 LA1226  DESIGNATION -  C 219
 LA1226  PID         -  LA1226
 LA1226  STATE/COUNTY-  IN/DELAWARE
 LA1226  COUNTRY     -  US
 LA1226  USGS QUAD   -  WHEELING (2019)
 LA1226
 LA1226                         *CURRENT SURVEY CONTROL
 LA1226  ______________________________________________________________________
 LA1226* NAD 83(1986) POSITION- 40 15 45.     (N) 085 25 40.     (W)   SCALED
 LA1226* NAVD 88 ORTHO HEIGHT -   279.936 (meters)      918.42  (feet) ADJUSTED
 LA1226  ______________________________________________________________________
 LA1226  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LA1226  DYNAMIC HEIGHT  -        279.789 (meters)      917.94  (feet) COMP
 LA1226  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 LA1226
 LA1226  VERT ORDER      -  SECOND    CLASS 0
 LA1226
 LA1226.The horizontal coordinates were scaled from a map and have
 LA1226.an estimated accuracy of +/- 6 seconds.
 LA1226
 LA1226.The orthometric height was determined by differential leveling and
 LA1226.adjusted by the NATIONAL GEODETIC SURVEY
 LA1226.in June 1991.
 LA1226
 LA1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1226.GEOID18 height accuracy estimate available here.
 LA1226
 LA1226.Click photographs - Photos may exist for this station.
 LA1226
 LA1226.The dynamic height is computed by dividing the NAVD 88
 LA1226.geopotential number by the normal gravity value computed on the
 LA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1226.degrees latitude (g = 980.6199 gals.).
 LA1226
 LA1226.The modeled gravity was interpolated from observed gravity values.
 LA1226
 LA1226;                    North         East    Units  Estimated Accuracy
 LA1226;SPC IN E     -   556,690.      120,320.      MT  (+/- 180 meters Scaled)
 LA1226
 LA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK336580(NAD 83)
 LA1226
 LA1226                          SUPERSEDED SURVEY CONTROL
 LA1226
 LA1226  NGVD 29 (??/??/92)  280.073  (m)          918.87   (f) ADJ UNCH    2 0
 LA1226
 LA1226.Superseded values are not recommended for survey control.
 LA1226
 LA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1226.See file dsdata.pdf to determine how the superseded data were derived.
 LA1226
 LA1226_MARKER: DB = BENCH MARK DISK
 LA1226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1226_SP_SET: CULVERT HEAD WALL
 LA1226_STAMPING: C 219 1947
 LA1226_MARK LOGO: CGS
 LA1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1226+STABILITY: SURFACE MOTION
 LA1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1226+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 LA1226
 LA1226  HISTORY     - Date     Condition        Report By
 LA1226  HISTORY     - 1947     MONUMENTED       CGS
 LA1226  HISTORY     - 20071029 GOOD             BFSINC
 LA1226
 LA1226                          STATION DESCRIPTION
 LA1226
 LA1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1226'5.2 MI NW FROM MUNCIE.
 LA1226'ABOUT 5.15 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1226'HOUSE AT MUNCIE, ABOUT 1.05 MILE SOUTHEAST OF THE INTERSECTION
 LA1226'OF STATE HIGHWAY 28, SET IN THE TOP OF THE EAST END OF THE NORTH
 LA1226'CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT UNDER A BLACK TOP
 LA1226'ROAD, 41.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 LA1226'NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD AND ABOUT 1 FOOT
 LA1226'ABOVE THE INTERSECTION.
 LA1226
 LA1226                          STATION RECOVERY (2007)
 LA1226
 LA1226'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0614 ***********************************************************************
 MD0614  DESIGNATION -  C 22
 MD0614  PID         -  MD0614
 MD0614  STATE/COUNTY-  IN/STEUBEN
 MD0614  COUNTRY     -  US
 MD0614  USGS QUAD   -  ASHLEY (2019)
 MD0614
 MD0614                         *CURRENT SURVEY CONTROL
 MD0614  ______________________________________________________________________
 MD0614* NAD 83(1986) POSITION- 41 36 24.89   (N) 085 00 24.90   (W)   HD_HELD1
 MD0614* NAVD 88 ORTHO HEIGHT -   310.616 (meters)     1019.08  (feet) ADJUSTED
 MD0614  ______________________________________________________________________
 MD0614  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 MD0614  DYNAMIC HEIGHT  -        310.498 (meters)     1018.69  (feet) COMP
 MD0614  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 MD0614
 MD0614  VERT ORDER      -  SECOND    CLASS 0
 MD0614
 MD0614.The horizontal coordinates were determined by differentially corrected
 MD0614.hand held GPS observations or other comparable positioning techniques
 MD0614.and have an estimated accuracy of +/- 3 meters.
 MD0614
 MD0614.The orthometric height was determined by differential leveling and
 MD0614.adjusted by the NATIONAL GEODETIC SURVEY
 MD0614.in June 1991.
 MD0614
 MD0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0614.GEOID18 height accuracy estimate available here.
 MD0614
 MD0614.Click photographs - Photos may exist for this station.
 MD0614
 MD0614.The dynamic height is computed by dividing the NAVD 88
 MD0614.geopotential number by the normal gravity value computed on the
 MD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0614.degrees latitude (g = 980.6199 gals.).
 MD0614
 MD0614.The modeled gravity was interpolated from observed gravity values.
 MD0614
 MD0614;                    North         East    Units  Estimated Accuracy
 MD0614;SPC IN E     -   706,169.9     154,994.2     MT  (+/- 3 meters HH1 GPS) 
 MD0614
 MD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6607808052(NAD 83)
 MD0614
 MD0614                          SUPERSEDED SURVEY CONTROL
 MD0614
 MD0614  NGVD 29 (??/??/92)  310.756  (m)         1019.54   (f) ADJ UNCH    2 0
 MD0614
 MD0614.Superseded values are not recommended for survey control.
 MD0614
 MD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0614.See file dsdata.pdf to determine how the superseded data were derived.
 MD0614
 MD0614_MARKER: DB = BENCH MARK DISK
 MD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0614_STAMPING: C 22 1934
 MD0614_MARK LOGO: CGS
 MD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0614+STABILITY: SURFACE MOTION
 MD0614
 MD0614  HISTORY     - Date     Condition        Report By
 MD0614  HISTORY     - 1934     MONUMENTED       CGS
 MD0614  HISTORY     - 1960     GOOD             CGS
 MD0614  HISTORY     - 1965     GOOD             INHD
 MD0614  HISTORY     - 20180213 MARK NOT FOUND   INDOT
 MD0614
 MD0614                          STATION DESCRIPTION
 MD0614
 MD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0614'2 MI S FROM ANGOLA.
 MD0614'ABOUT 2.0 MILES S ALONG NO. 27 U.S. HIGHWAY FROM THE TOWN
 MD0614'SQUARE AND COURTHOUSE IN ANGOLA, 2.6 MILES N ALONG SAME FROM ITS
 MD0614'INTERSECTION WITH THE MAIN STREET IN PLEASANT LAKE, 0.5 MILE NNE
 MD0614'OF ONE HIGHWAY CURVE, 0.4 MILE SSW OF ANOTHER, 78 FEET WNW OF
 MD0614'CENTER LINE OF HIGHWAY, ABOUT 4.3 FEET HIGHER THAN SAME, 19.7
 MD0614'FEET ESE OF E RAIL OF NEW YORK CENTRAL RAILROAD, 0.7 FOOT LOWER
 MD0614'THAN TOP OF SAME, 16 FEET S OF CENTER LINE OF FIELD ACCESS
 MD0614'ROAD, AND PROJECTING 0.5 FOOT ABOVE GROUND.
 MD0614
 MD0614                          STATION RECOVERY (1965)
 MD0614
 MD0614'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0614'RECOVERED IN GOOD CONDITION.
 MD0614
 MD0614                          STATION RECOVERY (2018)
 MD0614
 MD0614'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0614'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1208 ***********************************************************************
 LA1208  DESIGNATION -  C 220
 LA1208  PID         -  LA1208
 LA1208  STATE/COUNTY-  IN/DELAWARE
 LA1208  COUNTRY     -  US
 LA1208  USGS QUAD   -  EATON (2019)
 LA1208
 LA1208                         *CURRENT SURVEY CONTROL
 LA1208  ______________________________________________________________________
 LA1208* NAD 83(1986) POSITION- 40 18 21.50   (N) 085 22 08.32   (W)   HD_HELD1
 LA1208* NAVD 88 ORTHO HEIGHT -   277.657 (meters)      910.95  (feet) ADJUSTED
 LA1208  ______________________________________________________________________
 LA1208  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 LA1208  DYNAMIC HEIGHT  -        277.513 (meters)      910.47  (feet) COMP
 LA1208  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LA1208
 LA1208  VERT ORDER      -  SECOND    CLASS 0
 LA1208
 LA1208.The horizontal coordinates were determined by differentially corrected
 LA1208.hand held GPS observations or other comparable positioning techniques
 LA1208.and have an estimated accuracy of +/- 3 meters.
 LA1208
 LA1208.The orthometric height was determined by differential leveling and
 LA1208.adjusted by the NATIONAL GEODETIC SURVEY
 LA1208.in June 1991.
 LA1208
 LA1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1208.GEOID18 height accuracy estimate available here.
 LA1208
 LA1208.Click photographs - Photos may exist for this station.
 LA1208
 LA1208.The dynamic height is computed by dividing the NAVD 88
 LA1208.geopotential number by the normal gravity value computed on the
 LA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1208.degrees latitude (g = 980.6199 gals.).
 LA1208
 LA1208.The modeled gravity was interpolated from observed gravity values.
 LA1208
 LA1208;                    North         East    Units  Estimated Accuracy
 LA1208;SPC IN E     -   561,533.4     125,306.2     MT  (+/- 3 meters HH1 GPS) 
 LA1208
 LA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3860362994(NAD 83)
 LA1208
 LA1208                          SUPERSEDED SURVEY CONTROL
 LA1208
 LA1208  NGVD 29 (??/??/92)  277.791  (m)          911.39   (f) ADJ UNCH    2 0
 LA1208
 LA1208.Superseded values are not recommended for survey control.
 LA1208
 LA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1208.See file dsdata.pdf to determine how the superseded data were derived.
 LA1208
 LA1208_MARKER: DB = BENCH MARK DISK
 LA1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1208_STAMPING: C 220 1947
 LA1208_MARK LOGO: CGS
 LA1208_PROJECTION: PROJECTING 2 CENTIMETERS
 LA1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1208+STABILITY: SURFACE MOTION
 LA1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1208+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2023
 LA1208
 LA1208  HISTORY     - Date     Condition        Report By
 LA1208  HISTORY     - 1947     MONUMENTED       CGS
 LA1208  HISTORY     - 20231011 GOOD             INDOT
 LA1208
 LA1208                          STATION DESCRIPTION
 LA1208
 LA1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1208'3 MI N FROM ROYERTON.
 LA1208'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1208'AT ROYERTON, AT AN EAST-WEST BLACK TOP CROSS ROAD (EAST TO
 LA1208'SHIDELER), 28 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD,
 LA1208'70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST
 LA1208'OF A FENCE CORNER POST, 19 FEET SOUTHEAST OF POLE NO. A A8, 1.5
 LA1208'FEET NORTHEAST OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN
 LA1208'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 LA1208'A CONCRETE POST PROJECTING 5 IN.
 LA1208
 LA1208                          STATION RECOVERY (2023)
 LA1208
 LA1208'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1208'AN INDOT SURVEY MARKER SIGNPOST WAS FOUND AT THE EAST SIDE OF THE
 LA1208'MARK. THE DISK HAS SURFACE DAMAGE MAKING THE STAMPING ILLEGIBLE BUT IS
 LA1208'STILL SOLIDLY IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0662 ***********************************************************************
 LA0662  DESIGNATION -  C 221
 LA0662  PID         -  LA0662
 LA0662  STATE/COUNTY-  IN/ADAMS
 LA0662  COUNTRY     -  US
 LA0662  USGS QUAD   -  HOAGLAND (2019)
 LA0662
 LA0662                         *CURRENT SURVEY CONTROL
 LA0662  ______________________________________________________________________
 LA0662* NAD 83(1986) POSITION- 40 52 34.     (N) 084 57 18.     (W)   SCALED
 LA0662* NAVD 88 ORTHO HEIGHT -   240.757 (meters)      789.88  (feet) ADJUSTED
 LA0662  ______________________________________________________________________
 LA0662  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 LA0662  DYNAMIC HEIGHT  -        240.652 (meters)      789.54  (feet) COMP
 LA0662  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 LA0662
 LA0662  VERT ORDER      -  SECOND    CLASS 0
 LA0662
 LA0662.The horizontal coordinates were scaled from a map and have
 LA0662.an estimated accuracy of +/- 6 seconds.
 LA0662
 LA0662.The orthometric height was determined by differential leveling and
 LA0662.adjusted by the NATIONAL GEODETIC SURVEY
 LA0662.in June 1991.
 LA0662
 LA0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0662.GEOID18 height accuracy estimate available here.
 LA0662
 LA0662.Click photographs - Photos may exist for this station.
 LA0662
 LA0662.The dynamic height is computed by dividing the NAVD 88
 LA0662.geopotential number by the normal gravity value computed on the
 LA0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0662.degrees latitude (g = 980.6199 gals.).
 LA0662
 LA0662.The modeled gravity was interpolated from observed gravity values.
 LA0662
 LA0662;                    North         East    Units  Estimated Accuracy
 LA0662;SPC IN E     -   625,040.      159,990.      MT  (+/- 180 meters Scaled)
 LA0662
 LA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL723270(NAD 83)
 LA0662
 LA0662                          SUPERSEDED SURVEY CONTROL
 LA0662
 LA0662  NGVD 29 (??/??/??)  240.99   (m)          790.6    (f) RESET       3  
 LA0662
 LA0662.Superseded values are not recommended for survey control.
 LA0662
 LA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0662.See file dsdata.pdf to determine how the superseded data were derived.
 LA0662
 LA0662_MARKER: DB = BENCH MARK DISK
 LA0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0662_STAMPING: C 221 1947
 LA0662_MARK LOGO: CGS
 LA0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0662+STABILITY: SURFACE MOTION
 LA0662
 LA0662  HISTORY     - Date     Condition        Report By
 LA0662  HISTORY     - 1947     MONUMENTED       CGS
 LA0662
 LA0662                          STATION DESCRIPTION
 LA0662
 LA0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0662'3.8 MI N FROM DECATUR.
 LA0662'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0662'OF THE ERIE RAILROAD AT DECATUR, AT AN EAST-WEST CROSS ROAD,
 LA0662'38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 LA0662'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 160 FEET EAST-SOUTHEAST
 LA0662'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE RAIL OF A 25-FOOT
 LA0662'CONCRETE BRIDGE ON THE HIGHWAY, 16 FEET NORTHWEST OF A FENCE
 LA0662'CORNER, 1 FOOT SOUTHWEST OF THE FENCE, 2 FEET NORTHWEST OF A
 LA0662'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0662'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0663 ***********************************************************************
 LA0663  DESIGNATION -  C 221 RESET
 LA0663  PID         -  LA0663
 LA0663  STATE/COUNTY-  IN/ADAMS
 LA0663  COUNTRY     -  US
 LA0663  USGS QUAD   -  HOAGLAND (2019)
 LA0663
 LA0663                         *CURRENT SURVEY CONTROL
 LA0663  ______________________________________________________________________
 LA0663* NAD 83(1986) POSITION- 40 52 34.     (N) 084 57 18.     (W)   SCALED
 LA0663* NAVD 88 ORTHO HEIGHT -   240.84  (meters)      790.2   (feet) RESET
 LA0663  ______________________________________________________________________
 LA0663  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 LA0663  VERT ORDER      -  THIRD
 LA0663
 LA0663.The horizontal coordinates were scaled from a map and have
 LA0663.an estimated accuracy of +/- 6 seconds.
 LA0663
 LA0663.The orthometric height was computed from unverified reset data.
 LA0663
 LA0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0663.GEOID18 height accuracy estimate available here.
 LA0663
 LA0663.Click photographs - Photos may exist for this station.
 LA0663
 LA0663;                    North         East    Units  Estimated Accuracy
 LA0663;SPC IN E     -   625,040.      159,990.      MT  (+/- 180 meters Scaled)
 LA0663
 LA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL723270(NAD 83)
 LA0663
 LA0663                          SUPERSEDED SURVEY CONTROL
 LA0663
 LA0663.No superseded survey control is available for this station.
 LA0663
 LA0663_MARKER: DB = BENCH MARK DISK
 LA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0663_STAMPING: C 221 RESET 1955
 LA0663_MARK LOGO: CGS
 LA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0663+STABILITY: SURFACE MOTION
 LA0663
 LA0663  HISTORY     - Date     Condition        Report By
 LA0663  HISTORY     - 1955     MONUMENTED       INHD
 LA0663  HISTORY     - 1956     GOOD             CGS
 LA0663
 LA0663                          STATION DESCRIPTION
 LA0663
 LA0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LA0663'3.8 MI N FROM DECATUR.
 LA0663'3.8 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE ERIE RAILROAD
 LA0663'CROSSING AT DECATUR, 165 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 LA0663'END OF THE NORTHEAST CONCRETE CURB OF AN 18-FOOT CONCRETE BRIDGE
 LA0663'ON THE HIGHWAY, AT THE INTERSECTION OF AN EAST-AND WEST ROAD,
 LA0663'64 FEET NORTHEAST OF THE CENTERLINE OF THE CONCRETE PAVEMENT
 LA0663'OF THE NORTH-BOUND LANE OF THE HIGHWAY, 60 FEET NORTH OF THE
 LA0663'CENTERLINE OF THE ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER,
 LA0663'2 FEET SOUTHWEST OF THE FENCE, 8 FEET SOUTHEAST OF A CONCRETE
 LA0663'RIGHT-OF-WAY MARKER, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0853 ***********************************************************************
 LA0853  DESIGNATION -  C 222
 LA0853  PID         -  LA0853
 LA0853  STATE/COUNTY-  IN/ALLEN
 LA0853  COUNTRY     -  US
 LA0853  USGS QUAD   -  POE (2019)
 LA0853
 LA0853                         *CURRENT SURVEY CONTROL
 LA0853  ______________________________________________________________________
 LA0853* NAD 83(1986) POSITION- 40 56 14.     (N) 085 05 09.     (W)   SCALED
 LA0853* NAVD 88 ORTHO HEIGHT -   237.044 (meters)      777.70  (feet) ADJUSTED
 LA0853  ______________________________________________________________________
 LA0853  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 LA0853  DYNAMIC HEIGHT  -        236.942 (meters)      777.37  (feet) COMP
 LA0853  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LA0853
 LA0853  VERT ORDER      -  SECOND    CLASS 0
 LA0853
 LA0853.The horizontal coordinates were scaled from a map and have
 LA0853.an estimated accuracy of +/- 6 seconds.
 LA0853
 LA0853.The orthometric height was determined by differential leveling and
 LA0853.adjusted by the NATIONAL GEODETIC SURVEY
 LA0853.in June 1991.
 LA0853
 LA0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0853.GEOID18 height accuracy estimate available here.
 LA0853
 LA0853.Click photographs - Photos may exist for this station.
 LA0853
 LA0853.The dynamic height is computed by dividing the NAVD 88
 LA0853.geopotential number by the normal gravity value computed on the
 LA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0853.degrees latitude (g = 980.6199 gals.).
 LA0853
 LA0853.The modeled gravity was interpolated from observed gravity values.
 LA0853
 LA0853;                    North         East    Units  Estimated Accuracy
 LA0853;SPC IN E     -   631,750.      148,910.      MT  (+/- 180 meters Scaled)
 LA0853
 LA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611335(NAD 83)
 LA0853
 LA0853                          SUPERSEDED SURVEY CONTROL
 LA0853
 LA0853  NGVD 29 (??/??/92)  237.20   (m)          778.2    (f) COMPUTED    2 0
 LA0853
 LA0853.Superseded values are not recommended for survey control.
 LA0853
 LA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0853.See file dsdata.pdf to determine how the superseded data were derived.
 LA0853
 LA0853_MARKER: DB = BENCH MARK DISK
 LA0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0853_SP_SET: ABUTMENT
 LA0853_STAMPING: C 222 1947
 LA0853_MARK LOGO: CGS
 LA0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0853
 LA0853  HISTORY     - Date     Condition        Report By
 LA0853  HISTORY     - 1947     MONUMENTED       CGS
 LA0853
 LA0853                          STATION DESCRIPTION
 LA0853
 LA0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0853'AT POE.
 LA0853'AT POE, ABOUT 0.1 MILE NORTHEAST OF THE M.E. CHURCH, IN THE TOP
 LA0853'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 LA0853'STEEL BRIDGE OVER ST. MARYS RIVER, 12 FEET SOUTHEAST OF THE
 LA0853'CENTER LINE OF THE ROAD, 2.4 FEET SOUTHEAST OF THE STEEL BEAM
 LA0853'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0854 ***********************************************************************
 LA0854  DESIGNATION -  C 222 RESET
 LA0854  PID         -  LA0854
 LA0854  STATE/COUNTY-  IN/ALLEN
 LA0854  COUNTRY     -  US
 LA0854  USGS QUAD   -  POE (2019)
 LA0854
 LA0854                         *CURRENT SURVEY CONTROL
 LA0854  ______________________________________________________________________
 LA0854* NAD 83(1986) POSITION- 40 56 14.     (N) 085 05 09.     (W)   SCALED
 LA0854* NAVD 88 ORTHO HEIGHT -   238.21  (meters)      781.5   (feet) RESET
 LA0854  ______________________________________________________________________
 LA0854  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 LA0854  VERT ORDER      -  THIRD
 LA0854
 LA0854.The horizontal coordinates were scaled from a map and have
 LA0854.an estimated accuracy of +/- 6 seconds.
 LA0854
 LA0854.The orthometric height was computed from unverified reset data.
 LA0854
 LA0854.No vertical observational check was made to the station.
 LA0854
 LA0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0854.GEOID18 height accuracy estimate available here.
 LA0854
 LA0854.Click photographs - Photos may exist for this station.
 LA0854
 LA0854;                    North         East    Units  Estimated Accuracy
 LA0854;SPC IN E     -   631,750.      148,910.      MT  (+/- 180 meters Scaled)
 LA0854
 LA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611335(NAD 83)
 LA0854
 LA0854                          SUPERSEDED SURVEY CONTROL
 LA0854
 LA0854  NGVD 29 (??/??/??)  238.36   (m)          782.0    (f) RESET       3  
 LA0854
 LA0854.Superseded values are not recommended for survey control.
 LA0854
 LA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0854.See file dsdata.pdf to determine how the superseded data were derived.
 LA0854
 LA0854_MARKER: DB = BENCH MARK DISK
 LA0854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0854_SP_SET: SIDEWALK
 LA0854_STAMPING: C 222 RESET 1948
 LA0854_MARK LOGO: CGS
 LA0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0854
 LA0854  HISTORY     - Date     Condition        Report By
 LA0854  HISTORY     - 1948     MONUMENTED       CGS
 LA0854  HISTORY     - 1968     GOOD             CGS
 LA0854
 LA0854                          STATION DESCRIPTION
 LA0854
 LA0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0854'AT POE.
 LA0854'AT POE, ALLEN COUNTY, 0.1 MILE NORTHEAST OF THE METHODIST CHURCH,
 LA0854'AT THE BRIDGE OVER THE ST. MARYS RIVER, AND IN THE SOUTHWEST
 LA0854'CORNER OF THE WEST END OF THE NORTH SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0714 ***********************************************************************
 LA0714  DESIGNATION -  C 223
 LA0714  PID         -  LA0714
 LA0714  STATE/COUNTY-  IN/ALLEN
 LA0714  COUNTRY     -  US
 LA0714  USGS QUAD   -  HOAGLAND (2019)
 LA0714
 LA0714                         *CURRENT SURVEY CONTROL
 LA0714  ______________________________________________________________________
 LA0714* NAD 83(1986) POSITION- 40 59 41.     (N) 084 55 17.     (W)   SCALED
 LA0714* NAVD 88 ORTHO HEIGHT -   242.231 (meters)      794.72  (feet) ADJUSTED
 LA0714  ______________________________________________________________________
 LA0714  GEOID HEIGHT    -        -33.254 (meters)                     GEOID18
 LA0714  DYNAMIC HEIGHT  -        242.130 (meters)      794.39  (feet) COMP
 LA0714  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 LA0714
 LA0714  VERT ORDER      -  SECOND    CLASS 0
 LA0714
 LA0714.The horizontal coordinates were scaled from a map and have
 LA0714.an estimated accuracy of +/- 6 seconds.
 LA0714
 LA0714.The orthometric height was determined by differential leveling and
 LA0714.adjusted by the NATIONAL GEODETIC SURVEY
 LA0714.in June 1991.
 LA0714
 LA0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0714.GEOID18 height accuracy estimate available here.
 LA0714
 LA0714.Click photographs - Photos may exist for this station.
 LA0714
 LA0714.The dynamic height is computed by dividing the NAVD 88
 LA0714.geopotential number by the normal gravity value computed on the
 LA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0714.degrees latitude (g = 980.6199 gals.).
 LA0714
 LA0714.The modeled gravity was interpolated from observed gravity values.
 LA0714
 LA0714;                    North         East    Units  Estimated Accuracy
 LA0714;SPC IN E     -   638,240.      162,710.      MT  (+/- 180 meters Scaled)
 LA0714
 LA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL748402(NAD 83)
 LA0714
 LA0714                          SUPERSEDED SURVEY CONTROL
 LA0714
 LA0714  NGVD 29 (??/??/92)  242.387  (m)          795.23   (f) ADJ UNCH    2 0
 LA0714
 LA0714.Superseded values are not recommended for survey control.
 LA0714
 LA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0714.See file dsdata.pdf to determine how the superseded data were derived.
 LA0714
 LA0714_MARKER: DB = BENCH MARK DISK
 LA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0714_STAMPING: C 223 1947
 LA0714_MARK LOGO: CGS
 LA0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0714+STABILITY: SURFACE MOTION
 LA0714
 LA0714  HISTORY     - Date     Condition        Report By
 LA0714  HISTORY     - 1947     MONUMENTED       CGS
 LA0714
 LA0714                          STATION DESCRIPTION
 LA0714
 LA0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0714'3 MI NW FROM MONROEVILLE.
 LA0714'ABOUT 2.95 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 LA0714'THE STATION AT MONROEVILLE, 250 YARDS NORTHWEST OF MILE POST 307,
 LA0714'ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE MARGUARDT
 LA0714'LUTHERAN CHURCH AND CEMETERY, AT A NORTH-SOUTH GRAVEL ROAD
 LA0714'CROSSING, 29.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 LA0714'TRACK, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET WEST
 LA0714'OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 LA0714'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW
 LA0714'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0714'NOTE-- MARK MAY BE REACHED FROM THE INTERSECTION OF NORTH-SOUTH
 LA0714'ROAD AND THE PENNSYLVANIA RAILROAD AT MAPLES BY GOING ABOUT 2.65
 LA0714'MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE SOUTH ALONG
 LA0714'A GRAVEL ROAD AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0623 ***********************************************************************
 LA0623  DESIGNATION -  C 224
 LA0623  PID         -  LA0623
 LA0623  STATE/COUNTY-  IN/ADAMS
 LA0623  COUNTRY     -  US
 LA0623  USGS QUAD   -  DECATUR (2019)
 LA0623
 LA0623                         *CURRENT SURVEY CONTROL
 LA0623  ______________________________________________________________________
 LA0623* NAD 83(1986) POSITION- 40 47 13.     (N) 084 56 15.     (W)   SCALED
 LA0623* NAVD 88 ORTHO HEIGHT -   247.468 (meters)      811.90  (feet) ADJUSTED
 LA0623  ______________________________________________________________________
 LA0623  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LA0623  DYNAMIC HEIGHT  -        247.356 (meters)      811.53  (feet) COMP
 LA0623  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 LA0623
 LA0623  VERT ORDER      -  SECOND    CLASS 0
 LA0623
 LA0623.The horizontal coordinates were scaled from a map and have
 LA0623.an estimated accuracy of +/- 6 seconds.
 LA0623
 LA0623.The orthometric height was determined by differential leveling and
 LA0623.adjusted by the NATIONAL GEODETIC SURVEY
 LA0623.in June 1991.
 LA0623
 LA0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0623.GEOID18 height accuracy estimate available here.
 LA0623
 LA0623.Click photographs - Photos may exist for this station.
 LA0623
 LA0623.The dynamic height is computed by dividing the NAVD 88
 LA0623.geopotential number by the normal gravity value computed on the
 LA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0623.degrees latitude (g = 980.6199 gals.).
 LA0623
 LA0623.The modeled gravity was interpolated from observed gravity values.
 LA0623
 LA0623;                    North         East    Units  Estimated Accuracy
 LA0623;SPC IN E     -   615,160.      161,540.      MT  (+/- 180 meters Scaled)
 LA0623
 LA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740171(NAD 83)
 LA0623
 LA0623                          SUPERSEDED SURVEY CONTROL
 LA0623
 LA0623  NGVD 29 (??/??/92)  247.618  (m)          812.39   (f) ADJ UNCH    2 0
 LA0623
 LA0623.Superseded values are not recommended for survey control.
 LA0623
 LA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0623.See file dsdata.pdf to determine how the superseded data were derived.
 LA0623
 LA0623_MARKER: DB = BENCH MARK DISK
 LA0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0623_SP_SET: ABUTMENT
 LA0623_STAMPING: C 224 1947
 LA0623_MARK LOGO: CGS
 LA0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0623
 LA0623  HISTORY     - Date     Condition        Report By
 LA0623  HISTORY     - 1947     MONUMENTED       CGS
 LA0623  HISTORY     - 1974     GOOD             BRADY
 LA0623
 LA0623                          STATION DESCRIPTION
 LA0623
 LA0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0623'2.7 MI S FROM DECATUR.
 LA0623'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS CROSSING
 LA0623'WITH THE ERIE RAILROAD AT DECATUR, ABOUT 0.1 MILE SOUTH OF A CROSS
 LA0623'ROAD, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A 12-FOOT
 LA0623'CONCRETE BRIDGE, 24 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LA0623'0.7 FOOT WEST OF THE CONCRETE RAIL FOOTING AND ABOUT LEVEL WITH
 LA0623'THE BRIDGE FLOOR.
 LA0623
 LA0623                          STATION RECOVERY (1974)
 LA0623
 LA0623'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2563 ***********************************************************************
 LA2563  DESIGNATION -  C 225 RESET
 LA2563  PID         -  LA2563
 LA2563  STATE/COUNTY-  IN/WELLS
 LA2563  COUNTRY     -  US
 LA2563  USGS QUAD   -  BLUFFTON (2019)
 LA2563
 LA2563                         *CURRENT SURVEY CONTROL
 LA2563  ______________________________________________________________________
 LA2563* NAD 83(1986) POSITION- 40 40 05.     (N) 085 09 23.     (W)   SCALED
 LA2563* NAVD 88 ORTHO HEIGHT -   258.04  (meters)      846.6   (feet) RESET
 LA2563  ______________________________________________________________________
 LA2563  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 LA2563  VERT ORDER      -  THIRD
 LA2563
 LA2563.The horizontal coordinates were scaled from a map and have
 LA2563.an estimated accuracy of +/- 6 seconds.
 LA2563
 LA2563.The orthometric height was computed from unverified reset data.
 LA2563
 LA2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2563.GEOID18 height accuracy estimate available here.
 LA2563
 LA2563.Click photographs - Photos may exist for this station.
 LA2563
 LA2563;                    North         East    Units  Estimated Accuracy
 LA2563;SPC IN E     -   601,820.      143,150.      MT  (+/- 180 meters Scaled)
 LA2563
 LA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL558035(NAD 83)
 LA2563
 LA2563                          SUPERSEDED SURVEY CONTROL
 LA2563
 LA2563  NGVD 29 (08/22/16)  258.18   (m)          847.0    (f) RESET       3  
 LA2563
 LA2563.Superseded values are not recommended for survey control.
 LA2563
 LA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2563.See file dsdata.pdf to determine how the superseded data were derived.
 LA2563
 LA2563_MARKER: DV = VERTICAL CONTROL DISK
 LA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2563_STAMPING: C 225 RESET 1993
 LA2563_MARK LOGO: NGS
 LA2563_PROJECTION: FLUSH
 LA2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2563+STABILITY: SURFACE MOTION
 LA2563
 LA2563  HISTORY     - Date     Condition        Report By
 LA2563  HISTORY     - 1993     MONUMENTED       INHD
 LA2563
 LA2563                          STATION DESCRIPTION
 LA2563
 LA2563'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1993
 LA2563'0.91 MILES (1.46 KM) NORTH ALONG SR 1 FROM ITS INTERSECTION WITH SR
 LA2563'218 IN REIFFSBURG.  841 FEET (256.3 M) SOUTH OF COUNTY ROAD 500 S,
 LA2563'350 FEET (106.7 M) NORTH OF ONLY DRIVE IN THIS AREA ON THE EAST SIDE
 LA2563'OF SR 1, APPROXIMATELY 50 FEET (15.2 M) SOUTH OF A FIELD ENTRANCE AT
 LA2563'A PROPERTY LINE ON THE EAST SIDE OF THE STATE HIGHWAY, 28 FEET
 LA2563'(8.5 M) EAST OF THE CENTERLINE OF SR 1, 47 FEET (14.3 M) NORTH OF A
 LA2563'POWER POLE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LA2563'GROUNDLINE, AT THE APPROXIMATE EAST R/W LINE ADJACENT TO A YARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0643 ***********************************************************************
 LA0643  DESIGNATION -  C 226
 LA0643  PID         -  LA0643
 LA0643  STATE/COUNTY-  IN/ADAMS
 LA0643  COUNTRY     -  US
 LA0643  USGS QUAD   -  GENEVA (2019)
 LA0643
 LA0643                         *CURRENT SURVEY CONTROL
 LA0643  ______________________________________________________________________
 LA0643* NAD 83(1986) POSITION- 40 35 31.     (N) 084 57 40.     (W)   SCALED
 LA0643* NAVD 88 ORTHO HEIGHT -   257.687 (meters)      845.43  (feet) ADJUSTED
 LA0643  ______________________________________________________________________
 LA0643  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 LA0643  DYNAMIC HEIGHT  -        257.563 (meters)      845.02  (feet) COMP
 LA0643  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 LA0643
 LA0643  VERT ORDER      -  SECOND    CLASS 0
 LA0643
 LA0643.The horizontal coordinates were scaled from a map and have
 LA0643.an estimated accuracy of +/- 6 seconds.
 LA0643
 LA0643.The orthometric height was determined by differential leveling and
 LA0643.adjusted by the NATIONAL GEODETIC SURVEY
 LA0643.in June 1991.
 LA0643
 LA0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0643.GEOID18 height accuracy estimate available here.
 LA0643
 LA0643.Click photographs - Photos may exist for this station.
 LA0643
 LA0643.The dynamic height is computed by dividing the NAVD 88
 LA0643.geopotential number by the normal gravity value computed on the
 LA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0643.degrees latitude (g = 980.6199 gals.).
 LA0643
 LA0643.The modeled gravity was interpolated from observed gravity values.
 LA0643
 LA0643;                    North         East    Units  Estimated Accuracy
 LA0643;SPC IN E     -   593,480.      159,730.      MT  (+/- 180 meters Scaled)
 LA0643
 LA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK725954(NAD 83)
 LA0643
 LA0643                          SUPERSEDED SURVEY CONTROL
 LA0643
 LA0643  NGVD 29 (??/??/92)  257.838  (m)          845.92   (f) ADJ UNCH    2 0
 LA0643
 LA0643.Superseded values are not recommended for survey control.
 LA0643
 LA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0643.See file dsdata.pdf to determine how the superseded data were derived.
 LA0643
 LA0643_MARKER: DB = BENCH MARK DISK
 LA0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0643_SP_SET: BUILDING
 LA0643_STAMPING: C 226 1947
 LA0643_MARK LOGO: CGS
 LA0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0643
 LA0643  HISTORY     - Date     Condition        Report By
 LA0643  HISTORY     - 1947     MONUMENTED       CGS
 LA0643
 LA0643                          STATION DESCRIPTION
 LA0643
 LA0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0643'AT GENEVA.
 LA0643'AT GENEVA, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 LA0643'116, SET IN THE SOUTH WALL OF THE SOUTHEAST CORNER OF THE
 LA0643'RED BRICK WABASH TOWNSHIP SCHOOL, 75 FEET WEST OF THE CENTER
 LA0643'LINE OF HIGHWAY 27, 58 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 LA0643'116, 1 FOOT WEST OF THE SOUTHEAST CORNER, 2.6 FEET ABOVE THE
 LA0643'GROUND AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0575 ***********************************************************************
 LA0575  DESIGNATION -  C 227
 LA0575  PID         -  LA0575
 LA0575  STATE/COUNTY-  IN/ADAMS
 LA0575  COUNTRY     -  US
 LA0575  USGS QUAD   -  WILLSHIRE (2016)
 LA0575
 LA0575                         *CURRENT SURVEY CONTROL
 LA0575  ______________________________________________________________________
 LA0575* NAD 83(1986) POSITION- 40 39 37.     (N) 084 48 09.     (W)   SCALED
 LA0575* NAVD 88 ORTHO HEIGHT -   253.727 (meters)      832.44  (feet) ADJUSTED
 LA0575  ______________________________________________________________________
 LA0575  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 LA0575  DYNAMIC HEIGHT  -        253.609 (meters)      832.05  (feet) COMP
 LA0575  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 LA0575
 LA0575  VERT ORDER      -  SECOND    CLASS 0
 LA0575
 LA0575.The horizontal coordinates were scaled from a map and have
 LA0575.an estimated accuracy of +/- 6 seconds.
 LA0575
 LA0575.The orthometric height was determined by differential leveling and
 LA0575.adjusted by the NATIONAL GEODETIC SURVEY
 LA0575.in June 1991.
 LA0575
 LA0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0575.GEOID18 height accuracy estimate available here.
 LA0575
 LA0575.Click photographs - Photos may exist for this station.
 LA0575
 LA0575.The dynamic height is computed by dividing the NAVD 88
 LA0575.geopotential number by the normal gravity value computed on the
 LA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0575.degrees latitude (g = 980.6199 gals.).
 LA0575
 LA0575.The modeled gravity was interpolated from observed gravity values.
 LA0575
 LA0575;                    North         East    Units  Estimated Accuracy
 LA0575;SPC IN E     -   601,190.      173,080.      MT  (+/- 180 meters Scaled)
 LA0575
 LA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL857033(NAD 83)
 LA0575
 LA0575                          SUPERSEDED SURVEY CONTROL
 LA0575
 LA0575  NGVD 29 (??/??/92)  253.882  (m)          832.94   (f) ADJ UNCH    2 0
 LA0575
 LA0575.Superseded values are not recommended for survey control.
 LA0575
 LA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0575.See file dsdata.pdf to determine how the superseded data were derived.
 LA0575
 LA0575_MARKER: DB = BENCH MARK DISK
 LA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0575_STAMPING: C 227 1947
 LA0575_MARK LOGO: CGS
 LA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0575+STABILITY: SURFACE MOTION
 LA0575
 LA0575  HISTORY     - Date     Condition        Report By
 LA0575  HISTORY     - 1947     MONUMENTED       CGS
 LA0575  HISTORY     - 1983     GOOD             NGS
 LA0575
 LA0575                          STATION DESCRIPTION
 LA0575
 LA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0575'7.6 MI E FROM BERNE.
 LA0575'ABOUT 7.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE
 LA0575'AT BERNE, AT THE OHIO-INDIANA STATE LINE, 42 FEET SOUTH OF THE
 LA0575'CENTER LINE OF INDIANA HIGHWAY 118, 50 FEET WEST OF THE CENTER
 LA0575'LINE OF OHIO HIGHWAY 707 AND THE OHIO-INDIANA STATE LINE, 27
 LA0575'FEET WEST OF A FENCE CORNER AND HIGHWAY R/W MARKER POST, 4.5
 LA0575'FEET WEST OF POWER POLE NO. 50/272, 1 FOOT NORTH OF THE FENCE
 LA0575'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0575'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0575'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE METHODIST CHURCH
 LA0575'AT CHATTANOOGA, OHIO-MERCER COUNTY, BY GOING ABOUT 1.0 MILE
 LA0575'NORTH ALONG STATE HIGHWAY 49, THENCE ABOUT 1.0 MILE WEST ALONG
 LA0575'STATE HIGHWAY 707 TO THE INDIANA-OHIO STATE LINE ROAD, THENCE
 LA0575'0.25 MILE NORTH ALONG HIGHWAY 707 AND THE STATE LINE ROAD TO THE
 LA0575'JUNCTION OF INDIANA STATE HIGHWAY 118.
 LA0575
 LA0575                          STATION RECOVERY (1983)
 LA0575
 LA0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0575'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0440 ***********************************************************************
 LA0440  DESIGNATION -  C 228
 LA0440  PID         -  LA0440
 LA0440  STATE/COUNTY-  IN/RANDOLPH
 LA0440  COUNTRY     -  US
 LA0440  USGS QUAD   -  UNION CITY (2019)
 LA0440
 LA0440                         *CURRENT SURVEY CONTROL
 LA0440  ______________________________________________________________________
 LA0440* NAD 83(1986) POSITION- 40 09 04.     (N) 084 49 34.     (W)   SCALED
 LA0440* NAVD 88 ORTHO HEIGHT -   340.878 (meters)     1118.36  (feet) ADJUSTED
 LA0440  ______________________________________________________________________
 LA0440  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 LA0440  DYNAMIC HEIGHT  -        340.693 (meters)     1117.76  (feet) COMP
 LA0440  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 LA0440
 LA0440  VERT ORDER      -  SECOND    CLASS 0
 LA0440
 LA0440.The horizontal coordinates were scaled from a map and have
 LA0440.an estimated accuracy of +/- 6 seconds.
 LA0440
 LA0440.The orthometric height was determined by differential leveling and
 LA0440.adjusted by the NATIONAL GEODETIC SURVEY
 LA0440.in June 1991.
 LA0440
 LA0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0440.GEOID18 height accuracy estimate available here.
 LA0440
 LA0440.Click photographs - Photos may exist for this station.
 LA0440
 LA0440.The dynamic height is computed by dividing the NAVD 88
 LA0440.geopotential number by the normal gravity value computed on the
 LA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0440.degrees latitude (g = 980.6199 gals.).
 LA0440
 LA0440.The modeled gravity was interpolated from observed gravity values.
 LA0440
 LA0440;                    North         East    Units  Estimated Accuracy
 LA0440;SPC IN E     -   544,640.      171,620.      MT  (+/- 180 meters Scaled)
 LA0440
 LA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851467(NAD 83)
 LA0440
 LA0440                          SUPERSEDED SURVEY CONTROL
 LA0440
 LA0440  NGVD 29 (??/??/92)  341.021  (m)         1118.83   (f) ADJ UNCH    2 0
 LA0440
 LA0440.Superseded values are not recommended for survey control.
 LA0440
 LA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0440.See file dsdata.pdf to determine how the superseded data were derived.
 LA0440
 LA0440_MARKER: DB = BENCH MARK DISK
 LA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0440_STAMPING: C 228 1947
 LA0440_MARK LOGO: CGS
 LA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0440+STABILITY: SURFACE MOTION
 LA0440
 LA0440  HISTORY     - Date     Condition        Report By
 LA0440  HISTORY     - 1947     MONUMENTED       CGS
 LA0440  HISTORY     - 1958     MARK NOT FOUND   USGS
 LA0440
 LA0440                          STATION DESCRIPTION
 LA0440
 LA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0440'4 MI S FROM UNION CITY.
 LA0440'ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 LA0440'PENNSYLVANIA RAILROAD STATION AT UNION CITY, ABOUT 2.05 MILES
 LA0440'SOUTH OF THE JUNCTION OF STATE HIGHWAY 32 WEST, AT A CROSS
 LA0440'ROAD, 76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 LA0440'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 53.5 FEET EAST
 LA0440'OF THE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET
 LA0440'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 LA0440'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 LA0440
 LA0440                          STATION RECOVERY (1958)
 LA0440
 LA0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LA0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0412 ***********************************************************************
 LA0412  DESIGNATION -  C 229
 LA0412  PID         -  LA0412
 LA0412  STATE/COUNTY-  IN/RANDOLPH
 LA0412  COUNTRY     -  US
 LA0412  USGS QUAD   -  WINCHESTER (2019)
 LA0412
 LA0412                         *CURRENT SURVEY CONTROL
 LA0412  ______________________________________________________________________
 LA0412* NAD 83(1986) POSITION- 40 08 08.     (N) 084 59 22.     (W)   SCALED
 LA0412* NAVD 88 ORTHO HEIGHT -   347.582 (meters)     1140.36  (feet) ADJUSTED
 LA0412  ______________________________________________________________________
 LA0412  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LA0412  DYNAMIC HEIGHT  -        347.391 (meters)     1139.73  (feet) COMP
 LA0412  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LA0412
 LA0412  VERT ORDER      -  SECOND    CLASS 0
 LA0412
 LA0412.The horizontal coordinates were scaled from a map and have
 LA0412.an estimated accuracy of +/- 6 seconds.
 LA0412
 LA0412.The orthometric height was determined by differential leveling and
 LA0412.adjusted by the NATIONAL GEODETIC SURVEY
 LA0412.in June 1991.
 LA0412
 LA0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0412.GEOID18 height accuracy estimate available here.
 LA0412
 LA0412.Click photographs - Photos may exist for this station.
 LA0412
 LA0412.The dynamic height is computed by dividing the NAVD 88
 LA0412.geopotential number by the normal gravity value computed on the
 LA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0412.degrees latitude (g = 980.6199 gals.).
 LA0412
 LA0412.The modeled gravity was interpolated from observed gravity values.
 LA0412
 LA0412;                    North         East    Units  Estimated Accuracy
 LA0412;SPC IN E     -   542,790.      157,710.      MT  (+/- 180 meters Scaled)
 LA0412
 LA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712447(NAD 83)
 LA0412
 LA0412                          SUPERSEDED SURVEY CONTROL
 LA0412
 LA0412  NGVD 29 (??/??/92)  347.719  (m)         1140.81   (f) ADJ UNCH    2 0
 LA0412
 LA0412.Superseded values are not recommended for survey control.
 LA0412
 LA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0412.See file dsdata.pdf to determine how the superseded data were derived.
 LA0412
 LA0412_MARKER: DB = BENCH MARK DISK
 LA0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0412_STAMPING: C 229 1947
 LA0412_MARK LOGO: CGS
 LA0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0412+STABILITY: SURFACE MOTION
 LA0412
 LA0412  HISTORY     - Date     Condition        Report By
 LA0412  HISTORY     - 1947     MONUMENTED       CGS
 LA0412
 LA0412                          STATION DESCRIPTION
 LA0412
 LA0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0412'2.7 MI S FROM WINCHESTER.
 LA0412'ABOUT 1.5 MILES SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0412'MERIDIAN STREET - PROLONGED) FROM THE SOUTHWEST CORNER OF THE
 LA0412'COURT HOUSE SQUARE AT WINCHESTER, THENCE ABOUT 1.2 MILES SOUTH
 LA0412'ALONG A BLACK TOP ROAD LEADING TO BLOOMINGPORT, ABOUT 0.2 MILE
 LA0412'SOUTH OF A LARGE BARN AND SILO, ABOUT 1.05 MILES SOUTH OF THE
 LA0412'COUNTY HIGHWAY GARAGE, AT AN EAST-WEST SECTION LINE FENCE CORNER,
 LA0412'21 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF THE
 LA0412'FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE 2 FEET SOUTH OF A
 LA0412'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LA0412'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0787 ***********************************************************************
 LA0787  DESIGNATION -  C 23
 LA0787  PID         -  LA0787
 LA0787  STATE/COUNTY-  IN/ALLEN
 LA0787  COUNTRY     -  US
 LA0787  USGS QUAD   -  OSSIAN (2019)
 LA0787
 LA0787                         *CURRENT SURVEY CONTROL
 LA0787  ______________________________________________________________________
 LA0787* NAD 83(1986) POSITION- 40 58 02.     (N) 085 10 05.     (W)   SCALED
 LA0787* NAVD 88 ORTHO HEIGHT -   243.219 (meters)      797.96  (feet) ADJUSTED
 LA0787  ______________________________________________________________________
 LA0787  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 LA0787  DYNAMIC HEIGHT  -        243.115 (meters)      797.62  (feet) COMP
 LA0787  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 LA0787
 LA0787  VERT ORDER      -  SECOND    CLASS 0
 LA0787
 LA0787.The horizontal coordinates were scaled from a map and have
 LA0787.an estimated accuracy of +/- 6 seconds.
 LA0787
 LA0787.The orthometric height was determined by differential leveling and
 LA0787.adjusted by the NATIONAL GEODETIC SURVEY
 LA0787.in June 1991.
 LA0787
 LA0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0787.GEOID18 height accuracy estimate available here.
 LA0787
 LA0787.Click photographs - Photos may exist for this station.
 LA0787
 LA0787.The dynamic height is computed by dividing the NAVD 88
 LA0787.geopotential number by the normal gravity value computed on the
 LA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0787.degrees latitude (g = 980.6199 gals.).
 LA0787
 LA0787.The modeled gravity was interpolated from observed gravity values.
 LA0787
 LA0787;                    North         East    Units  Estimated Accuracy
 LA0787;SPC IN E     -   635,040.      141,970.      MT  (+/- 180 meters Scaled)
 LA0787
 LA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL541367(NAD 83)
 LA0787
 LA0787                          SUPERSEDED SURVEY CONTROL
 LA0787
 LA0787  NGVD 29 (??/??/92)  243.370  (m)          798.46   (f) ADJ UNCH    2 0
 LA0787
 LA0787.Superseded values are not recommended for survey control.
 LA0787
 LA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0787.See file dsdata.pdf to determine how the superseded data were derived.
 LA0787
 LA0787_MARKER: DB = BENCH MARK DISK
 LA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0787_STAMPING: C 23 1934
 LA0787_MARK LOGO: CGS
 LA0787_PROJECTION: PROJECTING 8 CENTIMETERS
 LA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0787+STABILITY: SURFACE MOTION
 LA0787
 LA0787  HISTORY     - Date     Condition        Report By
 LA0787  HISTORY     - 1934     MONUMENTED       CGS
 LA0787  HISTORY     - 1968     GOOD             CGS
 LA0787
 LA0787                          STATION DESCRIPTION
 LA0787
 LA0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0787'6 MI N FROM OSSIAN.
 LA0787'ABOUT 6.0 MILES NORTH ALONG S.R. 1 FROM THE POST OFFICE AT
 LA0787'OSSIAN, AND ABOUT 3.5 MILES SOUTH ALONG S.R.1 FROM THE INTERSECTION
 LA0787'OF S.R.3 AT WAYNEDALE, 0.5 MILE SOUTH OF THE SOUTH BOUNDARY OF
 LA0787'BAER FIELD, ACROSS THE HIGHWAY FROM A WHITE TWO STORY HOUSE,
 LA0787'82 FT. NORTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 LA0787'2540, 38 FT. WEST OF THE C/L OF THE HIGHWAY, 2.5 FT. EAST OF A
 LA0787'POST AT A T FENCE CORNER, 0.5 FT. NORTH OF A PWP. 1 FT. SOUTH
 LA0787'OF A STEEL WITNESS POST, ABOUT 1 FT. BELOW THE LEVEL OF THE
 LA0787'HIGHWAY AND SET IN THE TOP OF A CONC. POST PROJECTING 3 INCHES.
 LA0787'NOTE-- DURING CONSTRUCTION OF BAER FIELD AIR BASE AN ELECTRONIC
 LA0787'SIGNAL APPARATUS WAS CONSTRUCTED NEARBY AND A PWP. WAS SET IN
 LA0787'PLACE ALMOST AGAINST THE MARK ON THE SOUTH SIDE.  WHILE THE MARK
 LA0787'APPEARS STABLE AND IN GOOD CONDITION, IT MAY HAVE BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0424 ***********************************************************************
 LA0424  DESIGNATION -  C 230
 LA0424  PID         -  LA0424
 LA0424  STATE/COUNTY-  IN/RANDOLPH
 LA0424  COUNTRY     -  US
 LA0424  USGS QUAD   -  SPARTANBURG (2019)
 LA0424
 LA0424                         *CURRENT SURVEY CONTROL
 LA0424  ______________________________________________________________________
 LA0424* NAD 83(1986) POSITION- 40 03 53.     (N) 084 51 06.     (W)   SCALED
 LA0424* NAVD 88 ORTHO HEIGHT -   355.424 (meters)     1166.09  (feet) ADJUSTED
 LA0424  ______________________________________________________________________
 LA0424  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 LA0424  DYNAMIC HEIGHT  -        355.226 (meters)     1165.44  (feet) COMP
 LA0424  MODELED GRAVITY -    980,060.5   (mgal)                       NAVD 88
 LA0424
 LA0424  VERT ORDER      -  SECOND    CLASS 0
 LA0424
 LA0424.The horizontal coordinates were scaled from a map and have
 LA0424.an estimated accuracy of +/- 6 seconds.
 LA0424
 LA0424.The orthometric height was determined by differential leveling and
 LA0424.adjusted by the NATIONAL GEODETIC SURVEY
 LA0424.in June 1991.
 LA0424
 LA0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0424.GEOID18 height accuracy estimate available here.
 LA0424
 LA0424.Click photographs - Photos may exist for this station.
 LA0424
 LA0424.The dynamic height is computed by dividing the NAVD 88
 LA0424.geopotential number by the normal gravity value computed on the
 LA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0424.degrees latitude (g = 980.6199 gals.).
 LA0424
 LA0424.The modeled gravity was interpolated from observed gravity values.
 LA0424
 LA0424;                    North         East    Units  Estimated Accuracy
 LA0424;SPC IN E     -   535,020.      169,530.      MT  (+/- 180 meters Scaled)
 LA0424
 LA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832371(NAD 83)
 LA0424
 LA0424                          SUPERSEDED SURVEY CONTROL
 LA0424
 LA0424  NGVD 29 (??/??/92)  355.563  (m)         1166.54   (f) ADJ UNCH    2 0
 LA0424
 LA0424.Superseded values are not recommended for survey control.
 LA0424
 LA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0424.See file dsdata.pdf to determine how the superseded data were derived.
 LA0424
 LA0424_MARKER: DB = BENCH MARK DISK
 LA0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0424_SP_SET: ABUTMENT
 LA0424_STAMPING: C 230 1947
 LA0424_MARK LOGO: CGS
 LA0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0424
 LA0424  HISTORY     - Date     Condition        Report By
 LA0424  HISTORY     - 1947     MONUMENTED       CGS
 LA0424
 LA0424                          STATION DESCRIPTION
 LA0424
 LA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0424'AT SPARTANBURG.
 LA0424'AT SPARTANBURG, ABOUT 0.15 MILE SOUTH OF THE CROSSROADS, ABOUT 30
 LA0424'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL YARD, 17
 LA0424'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, IN THE TOP OF
 LA0424'THE EAST END OF THE NORTH ABUTMENT OF A 10-FOOT CONCRETE BRIDGE,
 LA0424'0.5 FOOT EAST OF THE EAST HEAD WALL AND ABOUT LEVEL WITH THE
 LA0424'ROAD.  NOTE-- MARK MAY BE REACHED FROM LYNN BY GOING ABOUT 4.35
 LA0424'MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 LA0424'U.S. HIGHWAY 27, THENCE ABOUT 1.15 MILES NORTH AND NORTHEAST ALONG
 LA0424'A ROAD LEADING TO SPARTANBURG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1095 ***********************************************************************
 LA1095  DESIGNATION -  C 231
 LA1095  PID         -  LA1095
 LA1095  STATE/COUNTY-  IN/JAY
 LA1095  COUNTRY     -  US
 LA1095  USGS QUAD   -  BLAINE (2019)
 LA1095
 LA1095                         *CURRENT SURVEY CONTROL
 LA1095  ______________________________________________________________________
 LA1095* NAD 83(1986) POSITION- 40 23 49.     (N) 085 01 09.     (W)   SCALED
 LA1095* NAVD 88 ORTHO HEIGHT -   283.615 (meters)      930.49  (feet) ADJUSTED
 LA1095  ______________________________________________________________________
 LA1095  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 LA1095  DYNAMIC HEIGHT  -        283.472 (meters)      930.02  (feet) COMP
 LA1095  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 LA1095
 LA1095  VERT ORDER      -  SECOND    CLASS 0
 LA1095
 LA1095.The horizontal coordinates were scaled from a map and have
 LA1095.an estimated accuracy of +/- 6 seconds.
 LA1095
 LA1095.The orthometric height was determined by differential leveling and
 LA1095.adjusted by the NATIONAL GEODETIC SURVEY
 LA1095.in June 1991.
 LA1095
 LA1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1095.GEOID18 height accuracy estimate available here.
 LA1095
 LA1095.Click photographs - Photos may exist for this station.
 LA1095
 LA1095.The dynamic height is computed by dividing the NAVD 88
 LA1095.geopotential number by the normal gravity value computed on the
 LA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1095.degrees latitude (g = 980.6199 gals.).
 LA1095
 LA1095.The modeled gravity was interpolated from observed gravity values.
 LA1095
 LA1095;                    North         East    Units  Estimated Accuracy
 LA1095;SPC IN E     -   571,790.      154,970.      MT  (+/- 180 meters Scaled)
 LA1095
 LA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK681736(NAD 83)
 LA1095
 LA1095                          SUPERSEDED SURVEY CONTROL
 LA1095
 LA1095  NGVD 29 (??/??/92)  283.765  (m)          930.99   (f) ADJ UNCH    2 0
 LA1095
 LA1095.Superseded values are not recommended for survey control.
 LA1095
 LA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1095.See file dsdata.pdf to determine how the superseded data were derived.
 LA1095
 LA1095_MARKER: DB = BENCH MARK DISK
 LA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1095_STAMPING: C 231 1947
 LA1095_MARK LOGO: CGS
 LA1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1095+STABILITY: SURFACE MOTION
 LA1095
 LA1095  HISTORY     - Date     Condition        Report By
 LA1095  HISTORY     - 1947     MONUMENTED       CGS
 LA1095
 LA1095                          STATION DESCRIPTION
 LA1095
 LA1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1095'3.4 MI SW FROM PORTLAND.
 LA1095'ABOUT 3.4 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO
 LA1095'NEW MT. PLEASANT FROM ITS CROSSING WITH THE NEW YORK, CHICAGO
 LA1095'AND ST. LOUIS RAILROAD, AT THE INTERSECTION OF A NORTH-SOUTH
 LA1095'GRAVEL ROAD, 86 FEET EAST OF THE SOUTHEAST CORNER OF A 12-FOOT
 LA1095'CONCRETE BRIDGE ON THE NEW MT. PLEASANT ROAD, 30 FEET WEST OF
 LA1095'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTHEAST OF
 LA1095'THE CENTER LINE OF THE NEW MT. PLEASANT ROAD, 1 FOOT NORTHEAST
 LA1095'OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 LA1095'POST, ABOUT 1 FOOT ABOVE THE INTERSECTION AND SET IN THE TOP OF
 LA1095'A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0389 ***********************************************************************
 LA0389  DESIGNATION -  C 232
 LA0389  PID         -  LA0389
 LA0389  STATE/COUNTY-  IN/RANDOLPH
 LA0389  COUNTRY     -  US
 LA0389  USGS QUAD   -  UNION CITY (2019)
 LA0389
 LA0389                         *CURRENT SURVEY CONTROL
 LA0389  ______________________________________________________________________
 LA0389* NAD 83(1986) POSITION- 40 12 20.     (N) 084 49 29.     (W)   SCALED
 LA0389* NAVD 88 ORTHO HEIGHT -   329.760 (meters)     1081.89  (feet) ADJUSTED
 LA0389  ______________________________________________________________________
 LA0389  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 LA0389  DYNAMIC HEIGHT  -        329.585 (meters)     1081.31  (feet) COMP
 LA0389  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 LA0389
 LA0389  VERT ORDER      -  SECOND    CLASS 0
 LA0389
 LA0389.The horizontal coordinates were scaled from a map and have
 LA0389.an estimated accuracy of +/- 6 seconds.
 LA0389
 LA0389.The orthometric height was determined by differential leveling and
 LA0389.adjusted by the NATIONAL GEODETIC SURVEY
 LA0389.in June 1991.
 LA0389
 LA0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0389.GEOID18 height accuracy estimate available here.
 LA0389
 LA0389.Click photographs - Photos may exist for this station.
 LA0389
 LA0389.The dynamic height is computed by dividing the NAVD 88
 LA0389.geopotential number by the normal gravity value computed on the
 LA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0389.degrees latitude (g = 980.6199 gals.).
 LA0389
 LA0389.The modeled gravity was interpolated from observed gravity values.
 LA0389
 LA0389;                    North         East    Units  Estimated Accuracy
 LA0389;SPC IN E     -   550,680.      171,680.      MT  (+/- 180 meters Scaled)
 LA0389
 LA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851528(NAD 83)
 LA0389
 LA0389                          SUPERSEDED SURVEY CONTROL
 LA0389
 LA0389  NGVD 29 (??/??/92)  329.908  (m)         1082.37   (f) ADJ UNCH    2 0
 LA0389
 LA0389.Superseded values are not recommended for survey control.
 LA0389
 LA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0389.See file dsdata.pdf to determine how the superseded data were derived.
 LA0389
 LA0389_MARKER: DB = BENCH MARK DISK
 LA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0389_STAMPING: C 232 1947
 LA0389_MARK LOGO: CGS
 LA0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0389+STABILITY: SURFACE MOTION
 LA0389
 LA0389  HISTORY     - Date     Condition        Report By
 LA0389  HISTORY     - 1947     MONUMENTED       CGS
 LA0389
 LA0389                          STATION DESCRIPTION
 LA0389
 LA0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0389'1.6 MI NW FROM UNION CITY.
 LA0389'ABOUT 0.9 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 LA0389'AND ST. LOUIS RAILWAY FROM THE STATION AT UNION CITY, THENCE
 LA0389'ABOUT 0.7 MILE NORTH ALONG A BLACK-TOP ROAD, ABOUT 0.3 MILE SOUTH
 LA0389'OF THE BRIDGE OVER THE WEST FORK OF WHITE RIVER, AT THE SOUTH
 LA0389'DRIVE WAY TO A TWO-STORY YELLOW FARM HOUSE, 52 FEET EAST-SOUTHEAST
 LA0389'AND ACROSS THE ROAD FROM A T FENCE CORNER POST IN THE WEST
 LA0389'RIGHT-OF-WAY FENCE LINE, 320 FEET SOUTHWEST OF THE SOUTHWEST
 LA0389'CORNER OF A RED BARN, 48 FEET SOUTH OF THE CENTER LINE OF THE
 LA0389'SOUTH DRIVE, 19 FEET SOUTH OF A FENCE CORNER POST, 27 FEET EAST
 LA0389'OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST
 LA0389'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0389'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA0389'POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 LA0389'JUNCTIONS OF STATE HIGHWAYS 28, 32 AND 227 AT UNION CITY BY
 LA0389'GOING ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 28, THENCE
 LA0389'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0347 ***********************************************************************
 LA0347  DESIGNATION -  C 233
 LA0347  PID         -  LA0347
 LA0347  STATE/COUNTY-  IN/JAY
 LA0347  COUNTRY     -  US
 LA0347  USGS QUAD   -  PORTLAND (2019)
 LA0347
 LA0347                         *CURRENT SURVEY CONTROL
 LA0347  ______________________________________________________________________
 LA0347* NAD 83(1986) POSITION- 40 24 22.     (N) 084 53 48.     (W)   SCALED
 LA0347* NAVD 88 ORTHO HEIGHT -   284.899 (meters)      934.71  (feet) ADJUSTED
 LA0347  ______________________________________________________________________
 LA0347  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LA0347  DYNAMIC HEIGHT  -        284.758 (meters)      934.24  (feet) COMP
 LA0347  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LA0347
 LA0347  VERT ORDER      -  SECOND    CLASS 0
 LA0347
 LA0347.The horizontal coordinates were scaled from a map and have
 LA0347.an estimated accuracy of +/- 6 seconds.
 LA0347
 LA0347.The orthometric height was determined by differential leveling and
 LA0347.adjusted by the NATIONAL GEODETIC SURVEY
 LA0347.in June 1991.
 LA0347
 LA0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0347.GEOID18 height accuracy estimate available here.
 LA0347
 LA0347.Click photographs - Photos may exist for this station.
 LA0347
 LA0347.The dynamic height is computed by dividing the NAVD 88
 LA0347.geopotential number by the normal gravity value computed on the
 LA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0347.degrees latitude (g = 980.6199 gals.).
 LA0347
 LA0347.The modeled gravity was interpolated from observed gravity values.
 LA0347
 LA0347;                    North         East    Units  Estimated Accuracy
 LA0347;SPC IN E     -   572,900.      165,360.      MT  (+/- 180 meters Scaled)
 LA0347
 LA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK784749(NAD 83)
 LA0347
 LA0347                          SUPERSEDED SURVEY CONTROL
 LA0347
 LA0347  NGVD 29 (??/??/92)  285.053  (m)          935.21   (f) ADJ UNCH    2 0
 LA0347
 LA0347.Superseded values are not recommended for survey control.
 LA0347
 LA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0347.See file dsdata.pdf to determine how the superseded data were derived.
 LA0347
 LA0347_MARKER: DB = BENCH MARK DISK
 LA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0347_STAMPING: C 233 1947
 LA0347_MARK LOGO: CGS
 LA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0347+STABILITY: SURFACE MOTION
 LA0347
 LA0347  HISTORY     - Date     Condition        Report By
 LA0347  HISTORY     - 1947     MONUMENTED       CGS
 LA0347
 LA0347                          STATION DESCRIPTION
 LA0347
 LA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0347'0.9 MI S FROM BRICE.
 LA0347'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE NEW YORK,
 LA0347'CHICAGO AND ST. LOUIS RAILROAD SIDING AT BRICE, ON A TURN IN THE
 LA0347'ROAD WITH TANGENTS EXTENDING NORTH AND WEST, 106 FEET WEST AND
 LA0347'ACROSS THE NORTH TANGENT OF THE ROAD FROM THE NORTHWEST CORNER OF
 LA0347'A BARN, 136 FEET SOUTHWEST AND ACROSS THE NORTH TANGENT OF THE
 LA0347'ROAD FROM THE SOUTHWEST CORNER OF A HOUSE, 54 FEET NORTH OF THE
 LA0347'CENTER LINE OF THE WEST TANGENT OF THE ROAD, 19 FEET WEST OF THE
 LA0347'CENTER LINE OF THE NORTH TANGENT, 1 FOOT EAST OF THE FENCE LINE,
 LA0347'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 0.5 FOOT ABOVE THE
 LA0347'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1203 ***********************************************************************
 LA1203  DESIGNATION -  C 234
 LA1203  PID         -  LA1203
 LA1203  STATE/COUNTY-  IN/DELAWARE
 LA1203  COUNTRY     -  US
 LA1203  USGS QUAD   -  EATON (2019)
 LA1203
 LA1203                         *CURRENT SURVEY CONTROL
 LA1203  ______________________________________________________________________
 LA1203* NAD 83(1986) POSITION- 40 20 05.     (N) 085 20 33.     (W)   SCALED
 LA1203* NAVD 88 ORTHO HEIGHT -   275.587 (meters)      904.16  (feet) ADJUSTED
 LA1203  ______________________________________________________________________
 LA1203  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 LA1203  DYNAMIC HEIGHT  -        275.444 (meters)      903.69  (feet) COMP
 LA1203  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 LA1203
 LA1203  VERT ORDER      -  SECOND    CLASS 0
 LA1203
 LA1203.The horizontal coordinates were scaled from a map and have
 LA1203.an estimated accuracy of +/- 6 seconds.
 LA1203
 LA1203.The orthometric height was determined by differential leveling and
 LA1203.adjusted by the NATIONAL GEODETIC SURVEY
 LA1203.in June 1991.
 LA1203
 LA1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1203.GEOID18 height accuracy estimate available here.
 LA1203
 LA1203.Click photographs - Photos may exist for this station.
 LA1203
 LA1203.The dynamic height is computed by dividing the NAVD 88
 LA1203.geopotential number by the normal gravity value computed on the
 LA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1203.degrees latitude (g = 980.6199 gals.).
 LA1203
 LA1203.The modeled gravity was interpolated from observed gravity values.
 LA1203
 LA1203;                    North         East    Units  Estimated Accuracy
 LA1203;SPC IN E     -   564,730.      127,550.      MT  (+/- 180 meters Scaled)
 LA1203
 LA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK407662(NAD 83)
 LA1203
 LA1203                          SUPERSEDED SURVEY CONTROL
 LA1203
 LA1203  NGVD 29 (??/??/92)  275.722  (m)          904.60   (f) ADJ UNCH    2 0
 LA1203
 LA1203.Superseded values are not recommended for survey control.
 LA1203
 LA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1203.See file dsdata.pdf to determine how the superseded data were derived.
 LA1203
 LA1203_MARKER: DB = BENCH MARK DISK
 LA1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1203_STAMPING: C 234 1947
 LA1203_MARK LOGO: CGS
 LA1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1203+STABILITY: SURFACE MOTION
 LA1203
 LA1203  HISTORY     - Date     Condition        Report By
 LA1203  HISTORY     - 1947     MONUMENTED       CGS
 LA1203
 LA1203                          STATION DESCRIPTION
 LA1203
 LA1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1203'1 MI ESE FROM EATON.
 LA1203'ABOUT 1.0 MILE EAST AND SOUTHEAST ALONG A BLACK TOP ROAD FROM
 LA1203'THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT
 LA1203'EATON, IN THE EAST EDGE OF TOWN, 24 FEET SOUTH OF THE CENTER
 LA1203'LINE OF THE ROAD, 64 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY
 LA1203'TO THE JESSE L. FULLER RESIDENCE, 6 FEET WEST OF A FENCE CORNER
 LA1203'AT THE NORTHEAST CORNER OF A YARD, 53 FEET EAST OF THE FENCE
 LA1203'CORNER AT THE DRIVE WAY, 1 FOOT NORTH OF THE FENCE LINE, 17 FEET
 LA1203'WEST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA1203'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1203'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2371 ***********************************************************************
 JZ2371  DESIGNATION -  C 235
 JZ2371  PID         -  JZ2371
 JZ2371  STATE/COUNTY-  IN/MADISON
 JZ2371  COUNTRY     -  US
 JZ2371  USGS QUAD   -  INGALLS (2019)
 JZ2371
 JZ2371                         *CURRENT SURVEY CONTROL
 JZ2371  ______________________________________________________________________
 JZ2371* NAD 83(1986) POSITION- 39 56 41.     (N) 085 49 34.     (W)   SCALED
 JZ2371* NAVD 88 ORTHO HEIGHT -   260.877 (meters)      855.89  (feet) ADJUSTED
 JZ2371  ______________________________________________________________________
 JZ2371  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2371  DYNAMIC HEIGHT  -        260.731 (meters)      855.42  (feet) COMP
 JZ2371  MODELED GRAVITY -    980,062.3   (mgal)                       NAVD 88
 JZ2371
 JZ2371  VERT ORDER      -  FIRST     CLASS II
 JZ2371
 JZ2371.The horizontal coordinates were scaled from a map and have
 JZ2371.an estimated accuracy of +/- 6 seconds.
 JZ2371
 JZ2371.The orthometric height was determined by differential leveling and
 JZ2371.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2371.in June 1991.
 JZ2371
 JZ2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2371.GEOID18 height accuracy estimate available here.
 JZ2371
 JZ2371.Click photographs - Photos may exist for this station.
 JZ2371
 JZ2371.The dynamic height is computed by dividing the NAVD 88
 JZ2371.geopotential number by the normal gravity value computed on the
 JZ2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2371.degrees latitude (g = 980.6199 gals.).
 JZ2371
 JZ2371.The modeled gravity was interpolated from observed gravity values.
 JZ2371
 JZ2371;                    North         East    Units  Estimated Accuracy
 JZ2371;SPC IN E     -   521,390.       86,370.      MT  (+/- 180 meters Scaled)
 JZ2371
 JZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK002222(NAD 83)
 JZ2371
 JZ2371                          SUPERSEDED SURVEY CONTROL
 JZ2371
 JZ2371  NGVD 29 (??/??/92)  261.008  (m)          856.32   (f) ADJ UNCH    1 2
 JZ2371
 JZ2371.Superseded values are not recommended for survey control.
 JZ2371
 JZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2371.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2371
 JZ2371_MARKER: DB = BENCH MARK DISK
 JZ2371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2371_SP_SET: CULVERT HEADWALL
 JZ2371_STAMPING: C 235 1947
 JZ2371_MARK LOGO: CGS
 JZ2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2371+STABILITY: SURFACE MOTION
 JZ2371
 JZ2371  HISTORY     - Date     Condition        Report By
 JZ2371  HISTORY     - 1947     MONUMENTED       CGS
 JZ2371  HISTORY     - 20090901 MARK NOT FOUND   PICI
 JZ2371
 JZ2371                          STATION DESCRIPTION
 JZ2371
 JZ2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2371'1.2 MI SW FROM INGALLS.
 JZ2371'ABOUT 1.25 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2371'FROM THE POST OFFICE AT INGALLS, ABOUT 1.3 MILES NORTHEAST OF
 JZ2371'THE STATION AT FORTVILLE, ABOUT 140 YARDS NORTHEAST OF THE
 JZ2371'MADISON-HANCOCK COUNTY LINE, SET IN THE TOP OF THE NORTHEAST
 JZ2371'END OF THE NORTHWEST HEAD WALL OF AN 8 BY 4 FOOT CONCRETE BOX
 JZ2371'CULVERT UNDER STATE HIGHWAY 67, 72 FEET SOUTHEAST OF THE SOUTHEAST
 JZ2371'RAIL OF THE MAIN TRACK, 55 FEET SOUTH OF POLE 261/47, 13.5 FEET
 JZ2371'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF THE HIGHWAY
 JZ2371'AND ABOUT 3.5 FEET BELOW THE TRACK.
 JZ2371
 JZ2371                          STATION RECOVERY (2009)
 JZ2371
 JZ2371'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1576 ***********************************************************************
 LA1576  DESIGNATION -  C 236
 LA1576  PID         -  LA1576
 LA1576  STATE/COUNTY-  IN/MADISON
 LA1576  COUNTRY     -  US
 LA1576  USGS QUAD   -  LAPEL (2019)
 LA1576
 LA1576                         *CURRENT SURVEY CONTROL
 LA1576  ______________________________________________________________________
 LA1576* NAD 83(1986) POSITION- 40 02 44.     (N) 085 50 36.     (W)   SCALED
 LA1576* NAVD 88 ORTHO HEIGHT -   264.321 (meters)      867.19  (feet) ADJUSTED
 LA1576  ______________________________________________________________________
 LA1576  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 LA1576  DYNAMIC HEIGHT  -        264.177 (meters)      866.72  (feet) COMP
 LA1576  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 LA1576
 LA1576  VERT ORDER      -  SECOND    CLASS 0
 LA1576
 LA1576.The horizontal coordinates were scaled from a map and have
 LA1576.an estimated accuracy of +/- 6 seconds.
 LA1576
 LA1576.The orthometric height was determined by differential leveling and
 LA1576.adjusted by the NATIONAL GEODETIC SURVEY
 LA1576.in June 1991.
 LA1576
 LA1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1576.GEOID18 height accuracy estimate available here.
 LA1576
 LA1576.Click photographs - Photos may exist for this station.
 LA1576
 LA1576.The dynamic height is computed by dividing the NAVD 88
 LA1576.geopotential number by the normal gravity value computed on the
 LA1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1576.degrees latitude (g = 980.6199 gals.).
 LA1576
 LA1576.The modeled gravity was interpolated from observed gravity values.
 LA1576
 LA1576;                    North         East    Units  Estimated Accuracy
 LA1576;SPC IN E     -   532,590.       84,920.      MT  (+/- 180 meters Scaled)
 LA1576
 LA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK986334(NAD 83)
 LA1576
 LA1576                          SUPERSEDED SURVEY CONTROL
 LA1576
 LA1576  NGVD 29 (??/??/92)  264.453  (m)          867.63   (f) ADJ UNCH    2 0
 LA1576
 LA1576.Superseded values are not recommended for survey control.
 LA1576
 LA1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1576.See file dsdata.pdf to determine how the superseded data were derived.
 LA1576
 LA1576_MARKER: DB = BENCH MARK DISK
 LA1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1576_STAMPING: C 236 1947
 LA1576_MARK LOGO: CGS
 LA1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1576+STABILITY: SURFACE MOTION
 LA1576
 LA1576  HISTORY     - Date     Condition        Report By
 LA1576  HISTORY     - 1947     MONUMENTED       CGS
 LA1576
 LA1576                          STATION DESCRIPTION
 LA1576
 LA1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1576'1.2 MI S FROM LAPEL.
 LA1576'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 LA1576'WITH STATE HIGHWAY 132 AT LAPEL, AT A CORRECTION JOG IN THE HIGHWAY
 LA1576'(THE SOUTH TANGENT BEING FARTHER EAST), AND AN EAST-WEST CROSS
 LA1576'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 37 FEET
 LA1576'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF A
 LA1576'FENCE CORNER, 18 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET SOUTH
 LA1576'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA1576'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0268 ***********************************************************************
 KA0268  DESIGNATION -  C 237
 KA0268  PID         -  KA0268
 KA0268  STATE/COUNTY-  IN/MARION
 KA0268  COUNTRY     -  US
 KA0268  USGS QUAD   -  FISHERS (2019)
 KA0268
 KA0268                         *CURRENT SURVEY CONTROL
 KA0268  ______________________________________________________________________
 KA0268* NAD 83(1986) POSITION- 39 54 45.     (N) 086 07 02.     (W)   SCALED
 KA0268* NAVD 88 ORTHO HEIGHT -   228.795 (meters)      750.64  (feet) ADJUSTED
 KA0268  ______________________________________________________________________
 KA0268  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 KA0268  DYNAMIC HEIGHT  -        228.668 (meters)      750.22  (feet) COMP
 KA0268  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0268
 KA0268  VERT ORDER      -  SECOND    CLASS 0
 KA0268
 KA0268.The horizontal coordinates were scaled from a map and have
 KA0268.an estimated accuracy of +/- 6 seconds.
 KA0268
 KA0268.The orthometric height was determined by differential leveling and
 KA0268.adjusted by the NATIONAL GEODETIC SURVEY
 KA0268.in June 1991.
 KA0268
 KA0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0268.GEOID18 height accuracy estimate available here.
 KA0268
 KA0268.Click photographs - Photos may exist for this station.
 KA0268
 KA0268.The dynamic height is computed by dividing the NAVD 88
 KA0268.geopotential number by the normal gravity value computed on the
 KA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0268.degrees latitude (g = 980.6199 gals.).
 KA0268
 KA0268.The modeled gravity was interpolated from observed gravity values.
 KA0268
 KA0268;                    North         East    Units  Estimated Accuracy
 KA0268;SPC IN E     -   517,900.       61,480.      MT  (+/- 180 meters Scaled)
 KA0268
 KA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK754184(NAD 83)
 KA0268
 KA0268                          SUPERSEDED SURVEY CONTROL
 KA0268
 KA0268  NGVD 29 (??/??/92)  228.920  (m)          751.05   (f) ADJ UNCH    2 0
 KA0268
 KA0268.Superseded values are not recommended for survey control.
 KA0268
 KA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0268.See file dsdata.pdf to determine how the superseded data were derived.
 KA0268
 KA0268_MARKER: DB = BENCH MARK DISK
 KA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0268_STAMPING: C 237 1947
 KA0268_MARK LOGO: CGS
 KA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0268+STABILITY: SURFACE MOTION
 KA0268
 KA0268  HISTORY     - Date     Condition        Report By
 KA0268  HISTORY     - 1947     MONUMENTED       CGS
 KA0268  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0268  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 KA0268  HISTORY     - 20211220 MARK NOT FOUND   MCSO
 KA0268
 KA0268                          STATION DESCRIPTION
 KA0268
 KA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0268'0.9 MI E FROM NORA.
 KA0268'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 534 FROM ITS INTERSECTION
 KA0268'WITH STATE HIGHWAY 431 AT NORA, ABOUT 0.7 MILE WEST OF THE BRIDGE
 KA0268'OVER WEST FORK OF WHITE RIVER, ABOUT 0.2 MILE WEST OF THE CROSSING
 KA0268'OF A POWER TRANSMISSION LINE, SET IN THE NORTHWEST QUARTER OF
 KA0268'THE INTERSECTION OF A NORTH-SOUTH BLACK TOP ROAD, 45 FEET WEST
 KA0268'OF THE CENTER LINE OF THE CROSS ROAD, 34.5 FEET NORTH OF THE
 KA0268'CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF POWER POLE NO.
 KA0268'42A-210, 13.5 FEET NORTHEAST OF THE CENTER OF THE NORTH CONCRETE
 KA0268'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 1.5 FEET
 KA0268'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 KA0268'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KA0268
 KA0268                          STATION RECOVERY (1967)
 KA0268
 KA0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0268'MARK NOT FOUND.
 KA0268
 KA0268                          STATION RECOVERY (1995)
 KA0268
 KA0268'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0268'MARK NOT FOUND.
 KA0268
 KA0268                          STATION RECOVERY (2021)
 KA0268
 KA0268'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2021 (RP)
 KA0268'MARK MIGHT HAVE BEEN DESTROYED FROM CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2467 ***********************************************************************
 JZ2467  DESIGNATION -  C 238
 JZ2467  PID         -  JZ2467
 JZ2467  STATE/COUNTY-  IN/HANCOCK
 JZ2467  COUNTRY     -  US
 JZ2467  USGS QUAD   -  CUMBERLAND (2019)
 JZ2467
 JZ2467                         *CURRENT SURVEY CONTROL
 JZ2467  ______________________________________________________________________
 JZ2467* NAD 83(1986) POSITION- 39 46 35.3    (N) 085 57 08.8    (W)   HD_HELD2
 JZ2467* NAVD 88 ORTHO HEIGHT -   255.401 (meters)      837.93  (feet) ADJUSTED
 JZ2467  ______________________________________________________________________
 JZ2467  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 JZ2467  DYNAMIC HEIGHT  -        255.255 (meters)      837.45  (feet) COMP
 JZ2467  MODELED GRAVITY -    980,048.0   (mgal)                       NAVD 88
 JZ2467
 JZ2467  VERT ORDER      -  SECOND    CLASS 0
 JZ2467
 JZ2467.The horizontal coordinates were established by autonomous hand held GPS
 JZ2467.observations and have an estimated accuracy of +/- 10 meters.
 JZ2467
 JZ2467.The orthometric height was determined by differential leveling and
 JZ2467.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2467.in June 1991.
 JZ2467
 JZ2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2467.GEOID18 height accuracy estimate available here.
 JZ2467
 JZ2467.Click photographs - Photos may exist for this station.
 JZ2467
 JZ2467.The dynamic height is computed by dividing the NAVD 88
 JZ2467.geopotential number by the normal gravity value computed on the
 JZ2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2467.degrees latitude (g = 980.6199 gals.).
 JZ2467
 JZ2467.The modeled gravity was interpolated from observed gravity values.
 JZ2467
 JZ2467;                    North         East    Units  Estimated Accuracy
 JZ2467;SPC IN E     -   502,739.       75,518.      MT  (+/- 10 meters HH2 GPS)
 JZ2467
 JZ2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8971003473(NAD 83)
 JZ2467
 JZ2467                          SUPERSEDED SURVEY CONTROL
 JZ2467
 JZ2467  NGVD 29 (??/??/92)  255.511  (m)          838.29   (f) ADJ UNCH    2 0
 JZ2467
 JZ2467.Superseded values are not recommended for survey control.
 JZ2467
 JZ2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2467.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2467
 JZ2467_MARKER: DB = BENCH MARK DISK
 JZ2467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2467_SP_SET: BOX CULVERT HEADWALL
 JZ2467_STAMPING: C 238 1947
 JZ2467_MARK LOGO: CGS
 JZ2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2467+STABILITY: SURFACE MOTION
 JZ2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2467+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JZ2467
 JZ2467  HISTORY     - Date     Condition        Report By
 JZ2467  HISTORY     - 1947     MONUMENTED       CGS
 JZ2467  HISTORY     - 20050729 GOOD             GEOCAC
 JZ2467
 JZ2467                          STATION DESCRIPTION
 JZ2467
 JZ2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2467'AT CUMBERLAND.
 JZ2467'AT CUMBERLAND, ABOUT 0.2 MILE EAST OF THE POST OFFICE, AT THE
 JZ2467'MARION-HANCOCK COUNTY LINE, IN THE SOUTHEAST QUARTER OF THE
 JZ2467'JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND U.S. HIGHWAY 40,
 JZ2467'SET IN THE TOP OF THE SOUTH END OF AN L SHAPED CONCRETE HEADWALL
 JZ2467'OF A BOX CULVERT, 51 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY
 JZ2467'PAVEMENT, 16.5 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 JZ2467'SOUTH, ABOUT 4 1/2 FEET BELOW HIGHWAY LEVEL.
 JZ2467
 JZ2467                          STATION RECOVERY (2005)
 JZ2467
 JZ2467'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ2467'THERE IS A WITNESS POST 6 FT TO THE NORTH.  THE ROAD LEADING SOUTH IS
 JZ2467'(PAVED) CARROLL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2572 ***********************************************************************
 JZ2572  DESIGNATION -  C 239 RESET
 JZ2572  PID         -  JZ2572
 JZ2572  STATE/COUNTY-  IN/SHELBY
 JZ2572  COUNTRY     -  US
 JZ2572  USGS QUAD   -  ACTON (2019)
 JZ2572
 JZ2572                         *CURRENT SURVEY CONTROL
 JZ2572  ______________________________________________________________________
 JZ2572* NAD 83(1986) POSITION- 39 41 38.     (N) 085 52 37.     (W)   SCALED
 JZ2572* NAVD 88 ORTHO HEIGHT -   242.99  (meters)      797.2   (feet) RESET
 JZ2572  ______________________________________________________________________
 JZ2572  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 JZ2572  VERT ORDER      -  THIRD
 JZ2572
 JZ2572.The horizontal coordinates were scaled from a map and have
 JZ2572.an estimated accuracy of +/- 6 seconds.
 JZ2572
 JZ2572.The orthometric height was computed from unverified reset data.
 JZ2572
 JZ2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2572.GEOID18 height accuracy estimate available here.
 JZ2572
 JZ2572.Click photographs - Photos may exist for this station.
 JZ2572
 JZ2572;                    North         East    Units  Estimated Accuracy
 JZ2572;SPC IN E     -   493,550.       81,960.      MT  (+/- 180 meters Scaled)
 JZ2572
 JZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ962943(NAD 83)
 JZ2572
 JZ2572                          SUPERSEDED SURVEY CONTROL
 JZ2572
 JZ2572.No superseded survey control is available for this station.
 JZ2572
 JZ2572_MARKER: DV = VERTICAL CONTROL DISK
 JZ2572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2572_SP_SET: BRIDGE
 JZ2572_STAMPING: C 239 RESET 1973
 JZ2572_MARK LOGO: NGS
 JZ2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2572
 JZ2572  HISTORY     - Date     Condition        Report By
 JZ2572  HISTORY     - 1973     MONUMENTED       NGS
 JZ2572
 JZ2572                          STATION DESCRIPTION
 JZ2572
 JZ2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JZ2572'2 MI SE FROM NEW PALESTINE.
 JZ2572'0.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE NEW PALESTINE
 JZ2572'BANK, THENCE SOUTH 1.4 MILES TO A T ROAD, THENCE WEST FOR 0.05
 JZ2572'MILE TO A ROAD LEFT, THENCE SOUTH FOR 0.25 MILE TO BRIDGE OVER
 JZ2572'SUGAR CREEK AND THE MARK SET IN A DRILL HOLE IN THE NORTHEAST
 JZ2572'CONCRETE HEADWALL OF STEEL BRIDGE, 1 FOOT SOUTHWEST OF THE
 JZ2572'NORTHEAST END OF THE WINGWALL AND 14 FEET EAST OF THE CENTERLINE
 JZ2572'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2550 ***********************************************************************
 JZ2550  DESIGNATION -  C 240
 JZ2550  PID         -  JZ2550
 JZ2550  STATE/COUNTY-  IN/SHELBY
 JZ2550  COUNTRY     -  US
 JZ2550  USGS QUAD   -  MORRISTOWN (2019)
 JZ2550
 JZ2550                         *CURRENT SURVEY CONTROL
 JZ2550  ______________________________________________________________________
 JZ2550* NAD 83(1986) POSITION- 39 39 30.     (N) 085 41 13.     (W)   SCALED
 JZ2550* NAVD 88 ORTHO HEIGHT -   270.041 (meters)      885.96  (feet) ADJUSTED
 JZ2550  ______________________________________________________________________
 JZ2550  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JZ2550  DYNAMIC HEIGHT  -        269.883 (meters)      885.44  (feet) COMP
 JZ2550  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 JZ2550
 JZ2550  VERT ORDER      -  SECOND    CLASS 0
 JZ2550
 JZ2550.The horizontal coordinates were scaled from a map and have
 JZ2550.an estimated accuracy of +/- 6 seconds.
 JZ2550
 JZ2550.The orthometric height was determined by differential leveling and
 JZ2550.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2550.in June 1991.
 JZ2550
 JZ2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2550.GEOID18 height accuracy estimate available here.
 JZ2550
 JZ2550.Click photographs - Photos may exist for this station.
 JZ2550
 JZ2550.The dynamic height is computed by dividing the NAVD 88
 JZ2550.geopotential number by the normal gravity value computed on the
 JZ2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2550.degrees latitude (g = 980.6199 gals.).
 JZ2550
 JZ2550.The modeled gravity was interpolated from observed gravity values.
 JZ2550
 JZ2550;                    North         East    Units  Estimated Accuracy
 JZ2550;SPC IN E     -   489,580.       98,260.      MT  (+/- 180 meters Scaled)
 JZ2550
 JZ2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126906(NAD 83)
 JZ2550
 JZ2550                          SUPERSEDED SURVEY CONTROL
 JZ2550
 JZ2550  NGVD 29 (??/??/92)  270.161  (m)          886.35   (f) ADJ UNCH    2 0
 JZ2550
 JZ2550.Superseded values are not recommended for survey control.
 JZ2550
 JZ2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2550.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2550
 JZ2550_MARKER: DB = BENCH MARK DISK
 JZ2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2550_STAMPING: C 240 1947
 JZ2550_MARK LOGO: CGS
 JZ2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2550+STABILITY: SURFACE MOTION
 JZ2550
 JZ2550  HISTORY     - Date     Condition        Report By
 JZ2550  HISTORY     - 1947     MONUMENTED       CGS
 JZ2550
 JZ2550                          STATION DESCRIPTION
 JZ2550
 JZ2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2550'1.6 MI SE FROM MORRISTOWN.
 JZ2550'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 5I FROM THE SCHOOL
 JZ2550'BUILDING AT MORRISTOWN, THENCE ABOUT 0.8 MILE SOUTH ALONG A
 JZ2550'GRAVEL ROAD, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 35
 JZ2550'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY TO THE ARTHUR B.
 JZ2550'BARNARD FARM HOUSE, 20 FEET NORTH OF A FENCE CORNER, 9.6 FEET
 JZ2550'NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 JZ2550'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2550'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ2550'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2490 ***********************************************************************
 JZ2490  DESIGNATION -  C 241
 JZ2490  PID         -  JZ2490
 JZ2490  STATE/COUNTY-  IN/HANCOCK
 JZ2490  COUNTRY     -  US
 JZ2490  USGS QUAD   -  GREENFIELD (2019)
 JZ2490
 JZ2490                         *CURRENT SURVEY CONTROL
 JZ2490  ______________________________________________________________________
 JZ2490* NAD 83(1986) POSITION- 39 47 54.     (N) 085 50 24.     (W)   SCALED
 JZ2490* NAVD 88 ORTHO HEIGHT -   258.033 (meters)      846.56  (feet) ADJUSTED
 JZ2490  ______________________________________________________________________
 JZ2490  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 JZ2490  DYNAMIC HEIGHT  -        257.885 (meters)      846.08  (feet) COMP
 JZ2490  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 JZ2490
 JZ2490  VERT ORDER      -  SECOND    CLASS 0
 JZ2490
 JZ2490.The horizontal coordinates were scaled from a map and have
 JZ2490.an estimated accuracy of +/- 6 seconds.
 JZ2490
 JZ2490.The orthometric height was determined by differential leveling and
 JZ2490.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2490.in June 1991.
 JZ2490
 JZ2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2490.GEOID18 height accuracy estimate available here.
 JZ2490
 JZ2490.Click photographs - Photos may exist for this station.
 JZ2490
 JZ2490.The dynamic height is computed by dividing the NAVD 88
 JZ2490.geopotential number by the normal gravity value computed on the
 JZ2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2490.degrees latitude (g = 980.6199 gals.).
 JZ2490
 JZ2490.The modeled gravity was interpolated from observed gravity values.
 JZ2490
 JZ2490;                    North         East    Units  Estimated Accuracy
 JZ2490;SPC IN E     -   505,140.       85,160.      MT  (+/- 180 meters Scaled)
 JZ2490
 JZ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993060(NAD 83)
 JZ2490
 JZ2490                          SUPERSEDED SURVEY CONTROL
 JZ2490
 JZ2490  NGVD 29 (??/??/92)  258.152  (m)          846.95   (f) ADJ UNCH    2 0
 JZ2490
 JZ2490.Superseded values are not recommended for survey control.
 JZ2490
 JZ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2490.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2490
 JZ2490_MARKER: DB = BENCH MARK DISK
 JZ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2490_STAMPING: C 241 1947
 JZ2490_MARK LOGO: CGS
 JZ2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2490+STABILITY: SURFACE MOTION
 JZ2490
 JZ2490  HISTORY     - Date     Condition        Report By
 JZ2490  HISTORY     - 1947     MONUMENTED       CGS
 JZ2490
 JZ2490                          STATION DESCRIPTION
 JZ2490
 JZ2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2490'1.2 MI N FROM PHILADELPHIA.
 JZ2490'ABOUT 1.15 MILE NORTH ALONG A PAVED ROAD FROM THE JUNCTION WITH
 JZ2490'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2490'0.25 MILE SOUTH OF A LARGE STEEL BRIDGE, IN THE SOUTHWEST
 JZ2490'QUARTER OF THE INTERSECTION WITH AN EAST-WEST ROAD, 24 FEET WEST
 JZ2490'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE
 JZ2490'CENTER LINE OF THE EAST-WEST ROAD, 6 FEET WEST OF A FENCE CORNER,
 JZ2490'1 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT BELOW ROAD LEVEL, AND
 JZ2490'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2533 ***********************************************************************
 JZ2533  DESIGNATION -  C 242
 JZ2533  PID         -  JZ2533
 JZ2533  STATE/COUNTY-  IN/HANCOCK
 JZ2533  COUNTRY     -  US
 JZ2533  USGS QUAD   -  CLEVELAND (2019)
 JZ2533
 JZ2533                         *CURRENT SURVEY CONTROL
 JZ2533  ______________________________________________________________________
 JZ2533* NAD 83(1986) POSITION- 39 52 18.55   (N) 085 41 26.71   (W)   HD_HELD1
 JZ2533* NAVD 88 ORTHO HEIGHT -   283.303 (meters)      929.47  (feet) ADJUSTED
 JZ2533  ______________________________________________________________________
 JZ2533  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 JZ2533  DYNAMIC HEIGHT  -        283.142 (meters)      928.94  (feet) COMP
 JZ2533  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 JZ2533
 JZ2533  VERT ORDER      -  SECOND    CLASS 0
 JZ2533
 JZ2533.The horizontal coordinates were determined by differentially corrected
 JZ2533.hand held GPS observations or other comparable positioning techniques
 JZ2533.and have an estimated accuracy of +/- 3 meters.
 JZ2533
 JZ2533.The orthometric height was determined by differential leveling and
 JZ2533.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2533.in June 1991.
 JZ2533
 JZ2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2533.GEOID18 height accuracy estimate available here.
 JZ2533
 JZ2533.Click photographs - Photos may exist for this station.
 JZ2533
 JZ2533.The dynamic height is computed by dividing the NAVD 88
 JZ2533.geopotential number by the normal gravity value computed on the
 JZ2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2533.degrees latitude (g = 980.6199 gals.).
 JZ2533
 JZ2533.The modeled gravity was interpolated from observed gravity values.
 JZ2533
 JZ2533;                    North         East    Units  Estimated Accuracy
 JZ2533;SPC IN E     -   513,286.1      97,939.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2533
 JZ2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1196714350(NAD 83)
 JZ2533
 JZ2533                          SUPERSEDED SURVEY CONTROL
 JZ2533
 JZ2533  NGVD 29 (??/??/92)  283.428  (m)          929.88   (f) ADJ UNCH    2 0
 JZ2533
 JZ2533.Superseded values are not recommended for survey control.
 JZ2533
 JZ2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2533.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2533
 JZ2533_MARKER: DB = BENCH MARK DISK
 JZ2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2533_STAMPING: C 242 1947
 JZ2533_MARK LOGO: CGS
 JZ2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2533+STABILITY: SURFACE MOTION
 JZ2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2533+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2533
 JZ2533  HISTORY     - Date     Condition        Report By
 JZ2533  HISTORY     - 1947     MONUMENTED       CGS
 JZ2533  HISTORY     - 20090203 GOOD             IN-059
 JZ2533
 JZ2533                          STATION DESCRIPTION
 JZ2533
 JZ2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2533'AT WILLOW BRANCH.
 JZ2533'AT WILLOW BRANCH, AT THE INTERSECTION OF THE NEW YORK CENTRAL
 JZ2533'RAILROAD AND STATE HIGHWAY 209, 36 FEET WEST OF THE CENTER LINE
 JZ2533'OF THE HIGHWAY, 45 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 JZ2533'15.5 FEET NORTHWEST OF TELEGRAPH POLE NO. H 50, 2.5 FEET SOUTH
 JZ2533'OF A FENCE CORNER POST, 3.5 FEET SOUTH OF POWER POLE NO. 535/101,
 JZ2533'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ2533'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ2533'INCHES.
 JZ2533
 JZ2533                          STATION RECOVERY (2009)
 JZ2533
 JZ2533'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0194 ***********************************************************************
 KA0194  DESIGNATION -  C 243
 KA0194  PID         -  KA0194
 KA0194  STATE/COUNTY-  IN/MARION
 KA0194  COUNTRY     -  US
 KA0194  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0194
 KA0194                         *CURRENT SURVEY CONTROL
 KA0194  ______________________________________________________________________
 KA0194* NAD 83(1986) POSITION- 39 46 24.     (N) 086 01 16.     (W)   SCALED
 KA0194* NAVD 88 ORTHO HEIGHT -   257.364 (meters)      844.37  (feet) POSTED
 KA0194  ______________________________________________________________________
 KA0194  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 KA0194  DYNAMIC HEIGHT  -        257.22  (meters)      843.9   (feet) COMP
 KA0194  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 KA0194
 KA0194  VERT ORDER      -  * POSTED, SEE BELOW
 KA0194
 KA0194.The horizontal coordinates were scaled from a map and have
 KA0194.an estimated accuracy of +/- 6 seconds.
 KA0194
 KA0194.The orthometric height was determined by differential leveling
 KA0194.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0194
 KA0194.* This is a POSTED BENCH MARK height.
 KA0194
 KA0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0194.GEOID18 height accuracy estimate available here.
 KA0194
 KA0194.Click photographs - Photos may exist for this station.
 KA0194
 KA0194.The dynamic height is computed by dividing the NAVD 88
 KA0194.geopotential number by the normal gravity value computed on the
 KA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0194.degrees latitude (g = 980.6199 gals.).
 KA0194
 KA0194.The modeled gravity was interpolated from observed gravity values.
 KA0194
 KA0194;                    North         East    Units  Estimated Accuracy
 KA0194;SPC IN E     -   502,410.       69,630.      MT  (+/- 180 meters Scaled)
 KA0194
 KA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK838030(NAD 83)
 KA0194
 KA0194                          SUPERSEDED SURVEY CONTROL
 KA0194
 KA0194  NGVD 29 (??/??/92)  257.482  (m)          844.76   (f) ADJ UNCH    2 0
 KA0194
 KA0194.Superseded values are not recommended for survey control.
 KA0194
 KA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0194.See file dsdata.pdf to determine how the superseded data were derived.
 KA0194
 KA0194_MARKER: DB = BENCH MARK DISK
 KA0194_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0194_SP_SET: BRIDGE WINGWALL
 KA0194_STAMPING: C 243 1947
 KA0194_MARK LOGO: CGS
 KA0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0194
 KA0194  HISTORY     - Date     Condition        Report By
 KA0194  HISTORY     - 1947     MONUMENTED       CGS
 KA0194  HISTORY     - 1976     GOOD             LOCSUR
 KA0194  HISTORY     - 19880802 GOOD             LOCENG
 KA0194  HISTORY     - 19950919 GOOD             USPSQD
 KA0194  HISTORY     - 20211103 MARK NOT FOUND   IN-097
 KA0194
 KA0194                          STATION DESCRIPTION
 KA0194
 KA0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0194'3.4 MI W FROM CUMBERLAND.
 KA0194'ABOUT 3.45 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0194'AT CUMBERLAND, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 KA0194'15-FOOT CONCRETE BRIDGE OVER A CREEK SLANTING DIAGONALLY FROM
 KA0194'NORTHEAST TO SOUTHWEST UNDER THE HIGHWAY, 28.5 FEET NORTH OF
 KA0194'THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE, 90 FEET EAST OF
 KA0194'THE CENTER LINE OF A STREET LEADING NORTH, ABOUT LEVEL WITH THE
 KA0194'HIGHWAY.
 KA0194
 KA0194                          STATION RECOVERY (1976)
 KA0194
 KA0194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0194'RECOVERED IN GOOD CONDITION.
 KA0194
 KA0194                          STATION RECOVERY (1988)
 KA0194
 KA0194'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0194'RECOVERED IN GOOD CONDITION.  ADD--STREET LEADING NORTH IS KNOWN AS
 KA0194'DEVON DR., AND 32.5 FEET (9.9 M) EAST OF CITIZENS GAS ACCESS COVER.
 KA0194
 KA0194                          STATION RECOVERY (1995)
 KA0194
 KA0194'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0194'RECOVERED IN GOOD CONDITION.
 KA0194
 KA0194                          STATION RECOVERY (2021)
 KA0194
 KA0194'RECOVERY NOTE BY MARION COUNTY INDIANA 2021 (JF)
 KA0194'NO MARK FOUND ON BRIDGE WING WALL.  POSSIBLY NEW BRIDGE SET IN PLACE
 KA0194'REPORT BY JOSHUA FARRIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2529 ***********************************************************************
 JZ2529  DESIGNATION -  C 244
 JZ2529  PID         -  JZ2529
 JZ2529  STATE/COUNTY-  IN/HENRY
 JZ2529  COUNTRY     -  US
 JZ2529  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2529
 JZ2529                         *CURRENT SURVEY CONTROL
 JZ2529  ______________________________________________________________________
 JZ2529* NAD 83(1986) POSITION- 39 47 36.     (N) 085 33 37.     (W)   SCALED
 JZ2529* NAVD 88 ORTHO HEIGHT -   297.249 (meters)      975.22  (feet) ADJUSTED
 JZ2529  ______________________________________________________________________
 JZ2529  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 JZ2529  DYNAMIC HEIGHT  -        297.079 (meters)      974.67  (feet) COMP
 JZ2529  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 JZ2529
 JZ2529  VERT ORDER      -  SECOND    CLASS 0
 JZ2529
 JZ2529.The horizontal coordinates were scaled from a map and have
 JZ2529.an estimated accuracy of +/- 6 seconds.
 JZ2529
 JZ2529.The orthometric height was determined by differential leveling and
 JZ2529.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2529.in June 1991.
 JZ2529
 JZ2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2529.GEOID18 height accuracy estimate available here.
 JZ2529
 JZ2529.Click photographs - Photos may exist for this station.
 JZ2529
 JZ2529.The dynamic height is computed by dividing the NAVD 88
 JZ2529.geopotential number by the normal gravity value computed on the
 JZ2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2529.degrees latitude (g = 980.6199 gals.).
 JZ2529
 JZ2529.The modeled gravity was interpolated from observed gravity values.
 JZ2529
 JZ2529;                    North         East    Units  Estimated Accuracy
 JZ2529;SPC IN E     -   504,580.      109,110.      MT  (+/- 180 meters Scaled)
 JZ2529
 JZ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK232058(NAD 83)
 JZ2529
 JZ2529                          SUPERSEDED SURVEY CONTROL
 JZ2529
 JZ2529  NGVD 29 (??/??/92)  297.374  (m)          975.63   (f) ADJ UNCH    2 0
 JZ2529
 JZ2529.Superseded values are not recommended for survey control.
 JZ2529
 JZ2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2529.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2529
 JZ2529_MARKER: DB = BENCH MARK DISK
 JZ2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2529_STAMPING: C 244 1947
 JZ2529_MARK LOGO: CGS
 JZ2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2529+STABILITY: SURFACE MOTION
 JZ2529
 JZ2529  HISTORY     - Date     Condition        Report By
 JZ2529  HISTORY     - 1947     MONUMENTED       CGS
 JZ2529
 JZ2529                          STATION DESCRIPTION
 JZ2529
 JZ2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2529'2.8 MI E FROM CHARLOTTESVILLE.
 JZ2529'ABOUT 2.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2529'AT CHARLOTTESVILLE, ABOUT 1.7 MILES WEST OF THE PUBLIC LIBRARY AT
 JZ2529'KNIGHTSTOWN, HENRY COUNTY, AT THE T JUNCTION OF A GRAVEL ROAD
 JZ2529'LEADING NORTH, 34.5 FEET NORTH OF THE WEST BOUND TRAFFIC LANE OF
 JZ2529'THE HIGHWAY, 22.5 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD,
 JZ2529'31 FEET SOUTHWEST OF AN OLD GAS WELL, IN LINE WITH THE ROW OF
 JZ2529'TELEPHONE POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1
 JZ2529'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2529'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2606 ***********************************************************************
 JZ2606  DESIGNATION -  C 245
 JZ2606  PID         -  JZ2606
 JZ2606  STATE/COUNTY-  IN/SHELBY
 JZ2606  COUNTRY     -  US
 JZ2606  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2606
 JZ2606                         *CURRENT SURVEY CONTROL
 JZ2606  ______________________________________________________________________
 JZ2606* NAD 83(1986) POSITION- 39 39 16.68   (N) 085 49 19.28   (W)   HD_HELD1
 JZ2606* NAVD 88 ORTHO HEIGHT -   248.638 (meters)      815.74  (feet) ADJUSTED
 JZ2606  ______________________________________________________________________
 JZ2606  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JZ2606  DYNAMIC HEIGHT  -        248.494 (meters)      815.27  (feet) COMP
 JZ2606  MODELED GRAVITY -    980,043.8   (mgal)                       NAVD 88
 JZ2606
 JZ2606  VERT ORDER      -  SECOND    CLASS 0
 JZ2606
 JZ2606.The horizontal coordinates were determined by differentially corrected
 JZ2606.hand held GPS observations or other comparable positioning techniques
 JZ2606.and have an estimated accuracy of +/- 3 meters.
 JZ2606
 JZ2606.The orthometric height was determined by differential leveling and
 JZ2606.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2606.in June 1991.
 JZ2606
 JZ2606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2606.GEOID18 height accuracy estimate available here.
 JZ2606
 JZ2606.Click photographs - Photos may exist for this station.
 JZ2606
 JZ2606.The dynamic height is computed by dividing the NAVD 88
 JZ2606.geopotential number by the normal gravity value computed on the
 JZ2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2606.degrees latitude (g = 980.6199 gals.).
 JZ2606
 JZ2606.The modeled gravity was interpolated from observed gravity values.
 JZ2606
 JZ2606;                    North         East    Units  Estimated Accuracy
 JZ2606;SPC IN E     -   489,183.9      86,667.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2606
 JZ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0105790089(NAD 83)
 JZ2606
 JZ2606                          SUPERSEDED SURVEY CONTROL
 JZ2606
 JZ2606  NGVD 29 (??/??/92)  248.751  (m)          816.11   (f) ADJ UNCH    2 0
 JZ2606
 JZ2606.Superseded values are not recommended for survey control.
 JZ2606
 JZ2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2606.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2606
 JZ2606_MARKER: DB = BENCH MARK DISK
 JZ2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2606_STAMPING: C 245 1947
 JZ2606_MARK LOGO: CGS
 JZ2606_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2606+STABILITY: SURFACE MOTION
 JZ2606
 JZ2606  HISTORY     - Date     Condition        Report By
 JZ2606  HISTORY     - 1947     MONUMENTED       CGS
 JZ2606  HISTORY     - 1973     GOOD             NGS
 JZ2606
 JZ2606                          STATION DESCRIPTION
 JZ2606
 JZ2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2606'3.6 MI S FROM CARROLLTON.
 JZ2606'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2606'CHURCH AT CARROLLTON, THENCE 3.5 MILES SOUTH ALONG A COUNTY ROAD
 JZ2606'LEADING TO THE VICINITY OF FAIRLAND, AT THE T JUNCTION OF THE
 JZ2606'PAVED COUNTY ROAD WITH AN EAST-WEST GRAVEL ROAD, 97 FEET
 JZ2606'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FAIRVIEW METHODIST
 JZ2606'CHURCH, 14.5 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 JZ2606'NORTH TO CARROLLTON, 41.5 FEET NORTH OF THE CENTER LINE OF THE
 JZ2606'EAST-WEST GRAVEL ROAD, 2.3 FEET SOUTH OF POWER POLE NUMBER 16
 JZ2606'A16/01, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2606'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2606'ABOUT 6 INCHES.
 JZ2606
 JZ2606                          STATION RECOVERY (1973)
 JZ2606
 JZ2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0244 ***********************************************************************
 LA0244  CBN         -  This is a Cooperative Base Network Control Station.
 LA0244  DESIGNATION -  C 246
 LA0244  PID         -  LA0244
 LA0244  STATE/COUNTY-  IN/RANDOLPH
 LA0244  COUNTRY     -  US
 LA0244  USGS QUAD   -  WINCHESTER (2019)
 LA0244
 LA0244                         *CURRENT SURVEY CONTROL
 LA0244  ______________________________________________________________________
 LA0244* NAD 83(2011) POSITION- 40 10 18.25115(N) 084 55 16.55584(W)   ADJUSTED
 LA0244* NAD 83(2011) ELLIP HT-   305.941 (meters)        (06/27/12)   ADJUSTED
 LA0244* NAD 83(2011) EPOCH   -  2010.00
 LA0244* NAVD 88 ORTHO HEIGHT -   339.453 (meters)     1113.69  (feet) ADJUSTED
 LA0244  ______________________________________________________________________
 LA0244  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 LA0244  NAD 83(2011) X  -    432,058.703 (meters)                     COMP
 LA0244  NAD 83(2011) Y  - -4,861,500.672 (meters)                     COMP
 LA0244  NAD 83(2011) Z  -  4,092,772.219 (meters)                     COMP
 LA0244  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 LA0244  DYNAMIC HEIGHT  -        339.272 (meters)     1113.09  (feet) COMP
 LA0244  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LA0244
 LA0244  VERT ORDER      -  SECOND    CLASS 0
 LA0244
 LA0244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0244  Standards:
 LA0244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0244  -------------------------------------------------------------------
 LA0244  NETWORK    0.32   0.67           0.14   0.12   0.34      0.00201856
 LA0244  -------------------------------------------------------------------
 LA0244  Click here for local accuracies and other accuracy information.
 LA0244
 LA0244.The horizontal coordinates were established by GPS observations
 LA0244.and adjusted by the National Geodetic Survey in June 2012.
 LA0244
 LA0244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0244.been affixed to the stable North American tectonic plate. See 
 LA0244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0244
 LA0244.The horizontal coordinates are valid at the epoch date displayed above
 LA0244.which is a decimal equivalence of Year/Month/Day.
 LA0244
 LA0244.The orthometric height was determined by differential leveling and
 LA0244.adjusted by the NATIONAL GEODETIC SURVEY
 LA0244.in June 1991.
 LA0244
 LA0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0244.GEOID18 height accuracy estimate available here.
 LA0244
 LA0244.Click photographs - Photos may exist for this station.
 LA0244
 LA0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0244
 LA0244.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0244
 LA0244.The ellipsoidal height was determined by GPS observations
 LA0244.and is referenced to NAD 83.
 LA0244
 LA0244.The dynamic height is computed by dividing the NAVD 88
 LA0244.geopotential number by the normal gravity value computed on the
 LA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0244.degrees latitude (g = 980.6199 gals.).
 LA0244
 LA0244.The modeled gravity was interpolated from observed gravity values.
 LA0244
 LA0244. The following values were computed from the NAD 83(2011) position.
 LA0244
 LA0244;                    North         East     Units Scale Factor Converg.
 LA0244;SPC IN E     -   546,852.403   163,491.119   MT  1.00001627   +0 28 51.1
 LA0244;SPC IN E     - 1,794,131.59    536,387.11   sFT  1.00001627   +0 28 51.1
 LA0244;UTM  16      - 4,448,890.335   677,001.428   MT  0.99998568   +1 20 28.7
 LA0244
 LA0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0244!SPC IN E     -   0.99995201  x   1.00001627  =   0.99996828
 LA0244!UTM  16      -   0.99995201  x   0.99998568  =   0.99993769
 LA0244
 LA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7700148890(NAD 83)
 LA0244
 LA0244|---------------------------------------------------------------------|
 LA0244| PID    Reference Object                     Distance      Geod. Az  |
 LA0244|                                                           dddmmss.s |
 LA0244| LA2457 RANPORT                             134.648 METERS 16129     |
 LA0244|---------------------------------------------------------------------|
 LA0244
 LA0244                          SUPERSEDED SURVEY CONTROL
 LA0244
 LA0244  NAD 83(2007)-  40 10 18.25123(N)    084 55 16.55669(W) AD(2002.00) 0
 LA0244  ELLIP H (02/10/07)  305.960  (m)                       GP(2002.00)    
 LA0244  NAD 83(1997)-  40 10 18.25138(N)    084 55 16.55627(W) AD(       ) B
 LA0244  ELLIP H (04/10/98)  306.007  (m)                       GP(       ) 4 1
 LA0244  NAD 83(1995)-  40 10 18.25143(N)    084 55 16.55668(W) AD(       ) 3
 LA0244  NAD 83(1986)-  40 10 18.25625(N)    084 55 16.56516(W) AD(       ) 3
 LA0244  NAD 27      -  40 10 18.08464(N)    084 55 16.69615(W) AD(       ) 3
 LA0244  NAVD 88             339.45   (m)         1113.7    (f) LEVELING    3  
 LA0244  NGVD 29 (??/??/92)  339.596  (m)         1114.16   (f) ADJ UNCH    2 0
 LA0244  NGVD 29 (02/23/89)  340.     (m)  RAPSU86  model used  GPS OBS        
 LA0244
 LA0244.Superseded values are not recommended for survey control.
 LA0244
 LA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0244.See file dsdata.pdf to determine how the superseded data were derived.
 LA0244
 LA0244_MARKER: DB = BENCH MARK DISK
 LA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0244_STAMPING: C 246 1946
 LA0244_MARK LOGO: CGS
 LA0244_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0244+STABILITY: SURFACE MOTION
 LA0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0244+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 LA0244
 LA0244  HISTORY     - Date     Condition        Report By
 LA0244  HISTORY     - 1946     MONUMENTED       CGS
 LA0244  HISTORY     - 19880509 POOR             NGS
 LA0244  HISTORY     - 19970813 GOOD             SEC
 LA0244  HISTORY     - 20070109 GOOD             BEACON
 LA0244  HISTORY     - 20110811 GOOD             JCLS
 LA0244  HISTORY     - 20170314 GOOD             INDOT
 LA0244  HISTORY     - 20180320 GOOD             INDOT
 LA0244  HISTORY     - 20220712 GOOD             FUGRO
 LA0244
 LA0244                          STATION DESCRIPTION
 LA0244
 LA0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0244'3.1 MI E FROM WINCHESTER.
 LA0244'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 LA0244'AT WINCHESTER, AT THE WINCHESTER AIRPORT, NEAR THE ENTRANCE TO THE
 LA0244'AIRPORT, 27.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 161
 LA0244'FEET EAST OF THE EAST END OF THE 9 FOOT CONCRETE HEAD WALL OF A
 LA0244'14-INCH PIPE CULVERT, 172.5 FEET NORTHWEST OF THE NORTHWEST
 LA0244'CORNER OF A CONCRETE BLOCK HANGAR AND OFFICE BUILDING, 2.5 FEET
 LA0244'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0244
 LA0244                          STATION RECOVERY (1988)
 LA0244
 LA0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA0244'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) WEST OF UNION CITY, 5.0
 LA0244'KM (3.10 MI) EAST OF WINCHESTER AND IN FRONT OF THE
 LA0244'WINCHESTER-RANDOLPH COUNTY AIRPORT.  OWNERSHIP--INDIANA DEPARTMENT OF
 LA0244'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LA0244'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LA0244'TO REACH THE STATION FROM THE COURTHOUSE IN WINCHESTER, GO EAST ON
 LA0244'STATE HIGHWAY 32 FOR 5.7 KM (3.55 MI) TO GRAVELED DRIVE LEADING TO
 LA0244'AIRPORT AND MARK ON THE RIGHT.
 LA0244'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---C 246
 LA0244'1947---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LA0244'CM ABOVE THE GROUND SURFACE.  THIS MARK HAS BEEN HIT NUMEROUS TIMES
 LA0244'BY MOWING EQUIPMENT AND THE STAMPING IS VERY HARD TO MAKE OUT.
 LA0244'LOCATED 9.4 M (30.8 FT) EAST FROM CENTER OF GRAVELED DRIVE AND 8.3 M
 LA0244'(27.2 FT) SOUTH FROM CENTER OF STATE HIGHWAY 32.
 LA0244'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA0244'DESCRIBED BY D.A. BOWLING.
 LA0244
 LA0244                          STATION RECOVERY (1997)
 LA0244
 LA0244'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA0244'THIS STATION IS LOCATED ABOUT 25 MILES (40.2 KM) NORTH OF RICHMOND. TO
 LA0244'REACH THE STATION FROM THE WEST, GO 33 MILES (53.1 KM) EAST ON STATE
 LA0244'ROUTE 32 FROM THE COURTHOUSE IN WINCHESTER.  FROM THE EAST, GO 5.3
 LA0244'MILES (8.5 KM) ON STATE ROAD 32 WEST OF STATE ROAD 227 TO THE RANDOLPH
 LA0244'COUNTY AIRPORT.  CONTACT INDOT, HENRY ALDRIDGE, 100 NORTH SENATE
 LA0244'AVENUE, INDIANAPOLIS, IN 46204-22249, PHONE 317-232-6764. THIS STATION
 LA0244'IS A DISC SET IN CONCRETE.  AZIMUTH 247 DEGREES AND 30.50 METERS
 LA0244'(100.07 FT) TO THE CENTER OF A 15 INCH ELM TREE, AZIMUTH 59 DEGREES
 LA0244'AND 29.90 METERS (98.10 FT) TO THE CENTER OF A NEW ELECTRIC RISOR POLE
 LA0244'(NO NUMBER THIS DATE), AZIMUTH 92 DEGREES AND 28.39 METERS (93.14 FT)
 LA0244'TO THE CENTER OF THE SIGN POST (RANDOLPH COUNTY AIRPORT).
 LA0244
 LA0244                          STATION RECOVERY (2007)
 LA0244
 LA0244'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 LA0244'RECOVERED IN GOOD CONDITION.
 LA0244
 LA0244                          STATION RECOVERY (2011)
 LA0244
 LA0244'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LA0244'RECOVERED IN GOOD CONDITION.
 LA0244
 LA0244                          STATION RECOVERY (2017)
 LA0244
 LA0244'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (MAS)
 LA0244'RECOVERED AS DESCRIBED.
 LA0244
 LA0244                          STATION RECOVERY (2018)
 LA0244
 LA0244'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (BAM)
 LA0244'RECOVERED AS DESCRIBED.
 LA0244
 LA0244                          STATION RECOVERY (2022)
 LA0244
 LA0244'RECOVERY NOTE BY FUGRO 2022 (MRY)
 LA0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1122 ***********************************************************************
 LA1122  DESIGNATION -  C 247
 LA1122  PID         -  LA1122
 LA1122  STATE/COUNTY-  IN/HENRY
 LA1122  COUNTRY     -  US
 LA1122  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1122
 LA1122                         *CURRENT SURVEY CONTROL
 LA1122  ______________________________________________________________________
 LA1122* NAD 83(1986) POSITION- 40 02 50.     (N) 085 19 30.     (W)   SCALED
 LA1122* NAVD 88 ORTHO HEIGHT -   315.639 (meters)     1035.56  (feet) ADJUSTED
 LA1122  ______________________________________________________________________
 LA1122  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 LA1122  DYNAMIC HEIGHT  -        315.467 (meters)     1034.99  (feet) COMP
 LA1122  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 LA1122
 LA1122  VERT ORDER      -  SECOND    CLASS 0
 LA1122
 LA1122.The horizontal coordinates were scaled from a map and have
 LA1122.an estimated accuracy of +/- 6 seconds.
 LA1122
 LA1122.The orthometric height was determined by differential leveling and
 LA1122.adjusted by the NATIONAL GEODETIC SURVEY
 LA1122.in June 1991.
 LA1122
 LA1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1122.GEOID18 height accuracy estimate available here.
 LA1122
 LA1122.Click photographs - Photos may exist for this station.
 LA1122
 LA1122.The dynamic height is computed by dividing the NAVD 88
 LA1122.geopotential number by the normal gravity value computed on the
 LA1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1122.degrees latitude (g = 980.6199 gals.).
 LA1122
 LA1122.The modeled gravity was interpolated from observed gravity values.
 LA1122
 LA1122;                    North         East    Units  Estimated Accuracy
 LA1122;SPC IN E     -   532,820.      129,160.      MT  (+/- 180 meters Scaled)
 LA1122
 LA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK428343(NAD 83)
 LA1122
 LA1122                          SUPERSEDED SURVEY CONTROL
 LA1122
 LA1122  NGVD 29 (??/??/92)  315.773  (m)         1036.00   (f) ADJ UNCH    2 0
 LA1122
 LA1122.Superseded values are not recommended for survey control.
 LA1122
 LA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1122.See file dsdata.pdf to determine how the superseded data were derived.
 LA1122
 LA1122_MARKER: DB = BENCH MARK DISK
 LA1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1122_STAMPING: C 247 1947
 LA1122_MARK LOGO: CGS
 LA1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1122+STABILITY: SURFACE MOTION
 LA1122
 LA1122  HISTORY     - Date     Condition        Report By
 LA1122  HISTORY     - 1947     MONUMENTED       CGS
 LA1122
 LA1122                          STATION DESCRIPTION
 LA1122
 LA1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1122'5.9 MI W FROM BLOUNTSVILLE.
 LA1122'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE
 LA1122'CHESAPEAKE AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE
 LA1122'ABOUT 0.15 MILE SOUTH, AND 3.8 MILES WEST AND ABOUT 1.1 MILE
 LA1122'SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A
 LA1122'ROAD LEADING WEST, ABOUT 3.5 MILES EAST OF THE POST OFFICE AT
 LA1122'SPRINGPORT, HENRY COUNTY, 42 FEET SOUTH OF THE CENTER LINE OF
 LA1122'THE ROAD WEST, 26 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1122'ROAD, 19.5 FEET SOUTH OF A FENCE CORNER, 1.2 FEET EAST OF A
 LA1122'FENCE LINE, ABOUT 2 FEET BELOW THE ROAD WEST AND SET IN THE TOP
 LA1122'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1261 ***********************************************************************
 LA1261  DESIGNATION -  C 248
 LA1261  PID         -  LA1261
 LA1261  STATE/COUNTY-  IN/DELAWARE
 LA1261  COUNTRY     -  US
 LA1261  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1261
 LA1261                         *CURRENT SURVEY CONTROL
 LA1261  ______________________________________________________________________
 LA1261* NAD 83(1986) POSITION- 40 07 14.     (N) 085 29 58.     (W)   SCALED
 LA1261* NAVD 88 ORTHO HEIGHT -   289.785 (meters)      950.74  (feet) ADJUSTED
 LA1261  ______________________________________________________________________
 LA1261  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 LA1261  DYNAMIC HEIGHT  -        289.630 (meters)      950.23  (feet) COMP
 LA1261  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LA1261
 LA1261  VERT ORDER      -  SECOND    CLASS 0
 LA1261
 LA1261.The horizontal coordinates were scaled from a map and have
 LA1261.an estimated accuracy of +/- 6 seconds.
 LA1261
 LA1261.The orthometric height was determined by differential leveling and
 LA1261.adjusted by the NATIONAL GEODETIC SURVEY
 LA1261.in June 1991.
 LA1261
 LA1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1261.GEOID18 height accuracy estimate available here.
 LA1261
 LA1261.Click photographs - Photos may exist for this station.
 LA1261
 LA1261.The dynamic height is computed by dividing the NAVD 88
 LA1261.geopotential number by the normal gravity value computed on the
 LA1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1261.degrees latitude (g = 980.6199 gals.).
 LA1261
 LA1261.The modeled gravity was interpolated from observed gravity values.
 LA1261
 LA1261;                    North         East    Units  Estimated Accuracy
 LA1261;SPC IN E     -   540,920.      114,250.      MT  (+/- 180 meters Scaled)
 LA1261
 LA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278422(NAD 83)
 LA1261
 LA1261                          SUPERSEDED SURVEY CONTROL
 LA1261
 LA1261  NGVD 29 (??/??/92)  289.920  (m)          951.18   (f) ADJ UNCH    2 0
 LA1261
 LA1261.Superseded values are not recommended for survey control.
 LA1261
 LA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1261.See file dsdata.pdf to determine how the superseded data were derived.
 LA1261
 LA1261_MARKER: DB = BENCH MARK DISK
 LA1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1261_STAMPING: C 248 1947
 LA1261_MARK LOGO: CGS
 LA1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1261+STABILITY: SURFACE MOTION
 LA1261
 LA1261  HISTORY     - Date     Condition        Report By
 LA1261  HISTORY     - 1947     MONUMENTED       CGS
 LA1261
 LA1261                          STATION DESCRIPTION
 LA1261
 LA1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1261'2 MI N FROM CROSSROADS.
 LA1261'ABOUT 2.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 LA1261'LUTHERAN CHURCH AT CROSSROADS, ABOUT 0.5 MILE NORTH OF THE
 LA1261'INTERSECTION OF STATE HIGHWAY 67, AT A GRAVEL CROSS ROAD, 36
 LA1261'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 15 FEET EAST
 LA1261'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF A FENCE
 LA1261'CORNER, 11 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE
 LA1261'FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1261'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1710 ***********************************************************************
 JZ1710  DESIGNATION -  C 249
 JZ1710  PID         -  JZ1710
 JZ1710  STATE/COUNTY-  IN/HENRY
 JZ1710  COUNTRY     -  US
 JZ1710  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1710
 JZ1710                         *CURRENT SURVEY CONTROL
 JZ1710  ______________________________________________________________________
 JZ1710* NAD 83(1986) POSITION- 39 57 38.4    (N) 085 15 02.2    (W)   HD_HELD2
 JZ1710* NAVD 88 ORTHO HEIGHT -   346.596 (meters)     1137.12  (feet) ADJUSTED
 JZ1710  ______________________________________________________________________
 JZ1710  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 JZ1710  DYNAMIC HEIGHT  -        346.400 (meters)     1136.48  (feet) COMP
 JZ1710  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 JZ1710
 JZ1710  VERT ORDER      -  SECOND    CLASS 0
 JZ1710
 JZ1710.The horizontal coordinates were established by autonomous hand held GPS
 JZ1710.observations and have an estimated accuracy of +/- 10 meters.
 JZ1710
 JZ1710.The orthometric height was determined by differential leveling and
 JZ1710.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1710.in June 1991.
 JZ1710
 JZ1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1710.GEOID18 height accuracy estimate available here.
 JZ1710
 JZ1710.Click photographs - Photos may exist for this station.
 JZ1710
 JZ1710.The dynamic height is computed by dividing the NAVD 88
 JZ1710.geopotential number by the normal gravity value computed on the
 JZ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1710.degrees latitude (g = 980.6199 gals.).
 JZ1710
 JZ1710.The modeled gravity was interpolated from observed gravity values.
 JZ1710
 JZ1710;                    North         East    Units  Estimated Accuracy
 JZ1710;SPC IN E     -   523,233.      135,548.      MT  (+/- 10 meters HH2 GPS)
 JZ1710
 JZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4941724856(NAD 83)
 JZ1710
 JZ1710                          SUPERSEDED SURVEY CONTROL
 JZ1710
 JZ1710  NGVD 29 (??/??/92)  346.726  (m)         1137.55   (f) ADJ UNCH    2 0
 JZ1710
 JZ1710.Superseded values are not recommended for survey control.
 JZ1710
 JZ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1710.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1710
 JZ1710_MARKER: DB = BENCH MARK DISK
 JZ1710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1710_SP_SET: BRIDGE
 JZ1710_STAMPING: C 249 1947
 JZ1710_MARK LOGO: CGS
 JZ1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1710
 JZ1710  HISTORY     - Date     Condition        Report By
 JZ1710  HISTORY     - 1947     MONUMENTED       CGS
 JZ1710
 JZ1710                          STATION DESCRIPTION
 JZ1710
 JZ1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1710'2.4 MI S FROM MOORELAND.
 JZ1710'ABOUT 2.35 MILES SOUTH ALONG A PAVED ROAD FROM THE SCHOOL
 JZ1710'BUILDING AT MOORELAND, AT AN EAST-WEST CROSS ROAD, ABOUT 100
 JZ1710'YARDS EAST OF THE INTERSECTION AT A SMALL CONCRETE BRIDGE, IN
 JZ1710'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, 11 FEET
 JZ1710'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.7 FEET WEST OF
 JZ1710'THE WEST END OF THE CONCRETE RAILING AND ABOUT LEVEL WITH THE
 JZ1710'ROAD.  NOTE-- THIS MARK IS ABOUT 2.65 MILES NORTH ALONG A PAVED
 JZ1710'ROAD FROM THE SCHOOL BUILDING AT MILLVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0308 ***********************************************************************
 ME0308  DESIGNATION -  C 25
 ME0308  PID         -  ME0308
 ME0308  STATE/COUNTY-  IN/MARSHALL
 ME0308  COUNTRY     -  US
 ME0308  USGS QUAD   -  PLYMOUTH (2019)
 ME0308
 ME0308                         *CURRENT SURVEY CONTROL
 ME0308  ______________________________________________________________________
 ME0308* NAD 83(1986) POSITION- 41 17 38.     (N) 086 21 44.     (W)   SCALED
 ME0308* NAVD 88 ORTHO HEIGHT -   246.252 (meters)      807.91  (feet) ADJUSTED
 ME0308  ______________________________________________________________________
 ME0308  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 ME0308  DYNAMIC HEIGHT  -        246.149 (meters)      807.57  (feet) COMP
 ME0308  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME0308
 ME0308  VERT ORDER      -  SECOND    CLASS 0
 ME0308
 ME0308.The horizontal coordinates were scaled from a map and have
 ME0308.an estimated accuracy of +/- 6 seconds.
 ME0308
 ME0308.The orthometric height was determined by differential leveling and
 ME0308.adjusted by the NATIONAL GEODETIC SURVEY
 ME0308.in June 1991.
 ME0308
 ME0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0308.GEOID18 height accuracy estimate available here.
 ME0308
 ME0308.Click photographs - Photos may exist for this station.
 ME0308
 ME0308.The dynamic height is computed by dividing the NAVD 88
 ME0308.geopotential number by the normal gravity value computed on the
 ME0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0308.degrees latitude (g = 980.6199 gals.).
 ME0308
 ME0308.The modeled gravity was interpolated from observed gravity values.
 ME0308
 ME0308;                    North         East    Units  Estimated Accuracy
 ME0308;SPC IN E     -   671,430.       41,740.      MT  (+/- 180 meters Scaled)
 ME0308
 ME0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL533715(NAD 83)
 ME0308
 ME0308                          SUPERSEDED SURVEY CONTROL
 ME0308
 ME0308  NGVD 29 (??/??/92)  246.367  (m)          808.29   (f) ADJ UNCH    2 0
 ME0308
 ME0308.Superseded values are not recommended for survey control.
 ME0308
 ME0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0308.See file dsdata.pdf to determine how the superseded data were derived.
 ME0308
 ME0308_MARKER: DB = BENCH MARK DISK
 ME0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0308_STAMPING: C 25 1934
 ME0308_MARK LOGO: CGS
 ME0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0308+STABILITY: SURFACE MOTION
 ME0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0308+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 ME0308
 ME0308  HISTORY     - Date     Condition        Report By
 ME0308  HISTORY     - 1934     MONUMENTED       CGS
 ME0308  HISTORY     - 1946     GOOD             CGS
 ME0308  HISTORY     - 1984     GOOD             USPSQD
 ME0308  HISTORY     - 1988     GOOD             USPSQD
 ME0308  HISTORY     - 20120207 GOOD             LFA
 ME0308  HISTORY     - 20220727 GOOD             INDOT
 ME0308
 ME0308                          STATION DESCRIPTION
 ME0308
 ME0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0308'4.1 MI S FROM PLYMOUTH.
 ME0308'4.1 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0308'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0308'COUNTY, 185 YARDS SOUTH OF MILEPOST TH 155, 65 YARDS NORTH OF THE
 ME0308'STORE OF JOSEPH GOODYEAR, 60 YARDS SOUTHWEST OF THE HOME OF
 ME0308'LOYD MC FARLIN, IN THE SOUTHEAST ANGLE OF A GRAVEL-ROAD CROSSING,
 ME0308'8 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 6 YARDS EAST OF
 ME0308'THE EAST RAIL.  A STANDARD DISK, STAMPED C 25 1934 AND SET IN
 ME0308'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0308
 ME0308                          STATION RECOVERY (1984)
 ME0308
 ME0308'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0308'RAILROAD HAS BEEN ABANDONED WITH TRACKS, SIGNALS AND MILE POSTS
 ME0308'REMOVED. NEW DESC: ABOUT 4.1 MILES SOUTH WEST OF RAILROAD STATION AT
 ME0308'PLYMOUTH, ALONG THE ABANDONED SOUTH BEND--LOGANSPORT RAIL LINE OF THE
 ME0308'PENNSYLVANIA RAILROAD, ON PEACH ROAD ABOUT 0.35 MILE NORTH OF WEST
 ME0308'13TH ROAD, ABOUT 161 YARDS SOUTH OF THE SOUTH WEST CORNER OF A
 ME0308'MONUMENT WITH STATUE OF 'CHIEF MENOMINEE', ABOUT 43 YARDS WEST SOUTH
 ME0308'WEST OF THE SOUTH WEST CORNER OF A TWO STORY HOUSE OWNED BY LLOYD MC
 ME0308'FARLIN, 24 FEET WEST OF THE CENTERLINE OF PEACH ROAD, 94.6 FEET NORTH
 ME0308'OF A 1.25 BY 8.5 FOOT OLD CONCRETE FOUNDATION ABOUT 5 YARDS WEST OF
 ME0308'CENTERLINE OF ROAD. A STANDARD DISC STAMPED 'C 25 1934' AND SET IN
 ME0308'THE TOP OF A CONCRETE POST 4 FEET INSIDE THE FENCE LINE AND PROJECTNG
 ME0308'4 INCHES ABOVE GROUND.
 ME0308
 ME0308                          STATION RECOVERY (1988)
 ME0308
 ME0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0308'RECOVERED IN GOOD CONDITION.
 ME0308
 ME0308                          STATION RECOVERY (2012)
 ME0308
 ME0308'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2012 (SST)
 ME0308'RECOVERED AS DESCRIBED
 ME0308
 ME0308                          STATION RECOVERY (2022)
 ME0308
 ME0308'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0308'FENCE LINE NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1703 ***********************************************************************
 JZ1703  DESIGNATION -  C 251
 JZ1703  PID         -  JZ1703
 JZ1703  STATE/COUNTY-  IN/HENRY
 JZ1703  COUNTRY     -  US
 JZ1703  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1703
 JZ1703                         *CURRENT SURVEY CONTROL
 JZ1703  ______________________________________________________________________
 JZ1703* NAD 83(1986) POSITION- 39 57 39.     (N) 085 23 26.     (W)   SCALED
 JZ1703* NAVD 88 ORTHO HEIGHT -   327.608 (meters)     1074.83  (feet) ADJUSTED
 JZ1703  ______________________________________________________________________
 JZ1703  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JZ1703  DYNAMIC HEIGHT  -        327.427 (meters)     1074.23  (feet) COMP
 JZ1703  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JZ1703
 JZ1703  VERT ORDER      -  SECOND    CLASS 0
 JZ1703
 JZ1703.The horizontal coordinates were scaled from a map and have
 JZ1703.an estimated accuracy of +/- 6 seconds.
 JZ1703
 JZ1703.The orthometric height was determined by differential leveling and
 JZ1703.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1703.in June 1991.
 JZ1703
 JZ1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1703.GEOID18 height accuracy estimate available here.
 JZ1703
 JZ1703.Click photographs - Photos may exist for this station.
 JZ1703
 JZ1703.The dynamic height is computed by dividing the NAVD 88
 JZ1703.geopotential number by the normal gravity value computed on the
 JZ1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1703.degrees latitude (g = 980.6199 gals.).
 JZ1703
 JZ1703.The modeled gravity was interpolated from observed gravity values.
 JZ1703
 JZ1703;                    North         East    Units  Estimated Accuracy
 JZ1703;SPC IN E     -   523,210.      123,590.      MT  (+/- 180 meters Scaled)
 JZ1703
 JZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK374246(NAD 83)
 JZ1703
 JZ1703                          SUPERSEDED SURVEY CONTROL
 JZ1703
 JZ1703  NGVD 29 (??/??/92)  327.738  (m)         1075.25   (f) ADJ UNCH    2 0
 JZ1703
 JZ1703.Superseded values are not recommended for survey control.
 JZ1703
 JZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1703.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1703
 JZ1703_MARKER: DB = BENCH MARK DISK
 JZ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1703_STAMPING: C 251 1947
 JZ1703_MARK LOGO: CGS
 JZ1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1703+STABILITY: SURFACE MOTION
 JZ1703
 JZ1703  HISTORY     - Date     Condition        Report By
 JZ1703  HISTORY     - 1947     MONUMENTED       CGS
 JZ1703
 JZ1703                          STATION DESCRIPTION
 JZ1703
 JZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1703'2.4 MI NW FROM NEW CASTLE.
 JZ1703'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1703'WITH STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 0.35 MILE
 JZ1703'WEST ALONG A GRAVEL ROAD, AT THE NORTHEAST CORNER AND THE ENTRANCE
 JZ1703'TO THE WESTERN AIRPORT, 29 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1703'ROAD, 2 FEET WEST OF A WIRE FENCE ALONG THE EAST BOUNDARY OF
 JZ1703'THE FIELD, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TIN
 JZ1703'HANGAR BUILDING, 15 FEET SOUTH OF A FENCE CORNER, 1.5 FEET SOUTH
 JZ1703'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1703'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1624 ***********************************************************************
 JZ1624  DESIGNATION -  C 252
 JZ1624  PID         -  JZ1624
 JZ1624  STATE/COUNTY-  IN/RUSH
 JZ1624  COUNTRY     -  US
 JZ1624  USGS QUAD   -  MAYS (2019)
 JZ1624
 JZ1624                         *CURRENT SURVEY CONTROL
 JZ1624  ______________________________________________________________________
 JZ1624* NAD 83(1986) POSITION- 39 40 12.     (N) 085 26 42.     (W)   SCALED
 JZ1624* NAVD 88 ORTHO HEIGHT -   301.249 (meters)      988.35  (feet) ADJUSTED
 JZ1624  ______________________________________________________________________
 JZ1624  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 JZ1624  DYNAMIC HEIGHT  -        301.071 (meters)      987.76  (feet) COMP
 JZ1624  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 JZ1624
 JZ1624  VERT ORDER      -  SECOND    CLASS 0
 JZ1624
 JZ1624.The horizontal coordinates were scaled from a map and have
 JZ1624.an estimated accuracy of +/- 6 seconds.
 JZ1624
 JZ1624.The orthometric height was determined by differential leveling and
 JZ1624.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1624.in June 1991.
 JZ1624
 JZ1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1624.GEOID18 height accuracy estimate available here.
 JZ1624
 JZ1624.Click photographs - Photos may exist for this station.
 JZ1624
 JZ1624.The dynamic height is computed by dividing the NAVD 88
 JZ1624.geopotential number by the normal gravity value computed on the
 JZ1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1624.degrees latitude (g = 980.6199 gals.).
 JZ1624
 JZ1624.The modeled gravity was interpolated from observed gravity values.
 JZ1624
 JZ1624;                    North         East    Units  Estimated Accuracy
 JZ1624;SPC IN E     -   490,900.      119,020.      MT  (+/- 180 meters Scaled)
 JZ1624
 JZ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ333922(NAD 83)
 JZ1624
 JZ1624                          SUPERSEDED SURVEY CONTROL
 JZ1624
 JZ1624  NGVD 29 (??/??/92)  301.378  (m)          988.77   (f) ADJ UNCH    2 0
 JZ1624
 JZ1624.Superseded values are not recommended for survey control.
 JZ1624
 JZ1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1624.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1624
 JZ1624_MARKER: DB = BENCH MARK DISK
 JZ1624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1624_SP_SET: CULVERT HEADWALL
 JZ1624_STAMPING: C 252 1947
 JZ1624_MARK LOGO: CGS
 JZ1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1624+STABILITY: SURFACE MOTION
 JZ1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1624+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 JZ1624
 JZ1624  HISTORY     - Date     Condition        Report By
 JZ1624  HISTORY     - 1947     MONUMENTED       CGS
 JZ1624  HISTORY     - 20060606 GOOD             BFSINC
 JZ1624
 JZ1624                          STATION DESCRIPTION
 JZ1624
 JZ1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1624'4.4 MI N FROM RUSHVILLE.
 JZ1624'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT
 JZ1624'HOUSE AT RUSHVILLE, ABOUT 200 FEET NORTH OF THE CENTER LINE OF A
 JZ1624'CROSSROAD, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF
 JZ1624'AN 8-FOOT CONCRETE CULVERT NUMBER 30, 18 FEET EAST OF THE CENTER
 JZ1624'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE PAVEMENT.
 JZ1624
 JZ1624                          STATION RECOVERY (2006)
 JZ1624
 JZ1624'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1548 ***********************************************************************
 JZ1548  DESIGNATION -  C 253
 JZ1548  PID         -  JZ1548
 JZ1548  STATE/COUNTY-  IN/RUSH
 JZ1548  COUNTRY     -  US
 JZ1548  USGS QUAD   -  FALMOUTH (2019)
 JZ1548
 JZ1548                         *CURRENT SURVEY CONTROL
 JZ1548  ______________________________________________________________________
 JZ1548* NAD 83(1986) POSITION- 39 42 00.2    (N) 085 22 12.7    (W)   HD_HELD2
 JZ1548* NAVD 88 ORTHO HEIGHT -   301.559 (meters)      989.36  (feet) ADJUSTED
 JZ1548  ______________________________________________________________________
 JZ1548  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ1548  DYNAMIC HEIGHT  -        301.381 (meters)      988.78  (feet) COMP
 JZ1548  MODELED GRAVITY -    980,029.3   (mgal)                       NAVD 88
 JZ1548
 JZ1548  VERT ORDER      -  SECOND    CLASS 0
 JZ1548
 JZ1548.The horizontal coordinates were established by autonomous hand held GPS
 JZ1548.observations and have an estimated accuracy of +/- 10 meters.
 JZ1548
 JZ1548.The orthometric height was determined by differential leveling and
 JZ1548.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1548.in June 1991.
 JZ1548
 JZ1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1548.GEOID18 height accuracy estimate available here.
 JZ1548
 JZ1548.Click photographs - Photos may exist for this station.
 JZ1548
 JZ1548.The dynamic height is computed by dividing the NAVD 88
 JZ1548.geopotential number by the normal gravity value computed on the
 JZ1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1548.degrees latitude (g = 980.6199 gals.).
 JZ1548
 JZ1548.The modeled gravity was interpolated from observed gravity values.
 JZ1548
 JZ1548;                    North         East    Units  Estimated Accuracy
 JZ1548;SPC IN E     -   494,257.      125,427.      MT  (+/- 10 meters HH2 GPS)
 JZ1548
 JZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3973095736(NAD 83)
 JZ1548
 JZ1548                          SUPERSEDED SURVEY CONTROL
 JZ1548
 JZ1548  NGVD 29 (??/??/92)  301.689  (m)          989.79   (f) ADJ UNCH    2 0
 JZ1548
 JZ1548.Superseded values are not recommended for survey control.
 JZ1548
 JZ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1548.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1548
 JZ1548_MARKER: DB = BENCH MARK DISK
 JZ1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1548_STAMPING: C 253 1947
 JZ1548_MARK LOGO: CGS
 JZ1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1548+STABILITY: SURFACE MOTION
 JZ1548
 JZ1548  HISTORY     - Date     Condition        Report By
 JZ1548  HISTORY     - 1947     MONUMENTED       CGS
 JZ1548  HISTORY     - 20050901 MARK NOT FOUND   GEOCAC
 JZ1548
 JZ1548                          STATION DESCRIPTION
 JZ1548
 JZ1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1548'3.5 MI E FROM SEXTON.
 JZ1548'ABOUT 3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE NEW YORK,
 JZ1548'CHICAGO AND ST. LOUIS RAILROAD CROSSING AT SEXTON, ABOUT 0.75
 JZ1548'MILE NORTH OF PLUM CREEK CHRISTIAN CHURCH, AT THE T JUNCTION WITH
 JZ1548'A NORTH-SOUTH ROAD, IN THE SOUTHWEST QUARTER OF THE JUNCTION,
 JZ1548'17 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 47
 JZ1548'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST TO SEXTON,
 JZ1548'33.5 FEET SOUTH OF POWER POLE NUMBER 15, 31 FEET SOUTH OF A FENCE
 JZ1548'CORNER, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 JZ1548'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1548'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ1548
 JZ1548                          STATION RECOVERY (2005)
 JZ1548
 JZ1548'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1548'THE DISK IS GONE BUT THE MOUNTING STEM REMAINS IN THE CONCRETE
 JZ1548'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1558 ***********************************************************************
 JZ1558  DESIGNATION -  C 254
 JZ1558  PID         -  JZ1558
 JZ1558  STATE/COUNTY-  IN/FAYETTE
 JZ1558  COUNTRY     -  US
 JZ1558  USGS QUAD   -  FALMOUTH (2019)
 JZ1558
 JZ1558                         *CURRENT SURVEY CONTROL
 JZ1558  ______________________________________________________________________
 JZ1558* NAD 83(1986) POSITION- 39 40 34.6    (N) 085 18 02.8    (W)   HD_HELD2
 JZ1558* NAVD 88 ORTHO HEIGHT -   324.083 (meters)     1063.26  (feet) ADJUSTED
 JZ1558  ______________________________________________________________________
 JZ1558  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ1558  DYNAMIC HEIGHT  -        323.891 (meters)     1062.63  (feet) COMP
 JZ1558  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JZ1558
 JZ1558  VERT ORDER      -  SECOND    CLASS 0
 JZ1558
 JZ1558.The horizontal coordinates were established by autonomous hand held GPS
 JZ1558.observations and have an estimated accuracy of +/- 10 meters.
 JZ1558
 JZ1558.The orthometric height was determined by differential leveling and
 JZ1558.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1558.in June 1991.
 JZ1558
 JZ1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1558.GEOID18 height accuracy estimate available here.
 JZ1558
 JZ1558.Click photographs - Photos may exist for this station.
 JZ1558
 JZ1558.The dynamic height is computed by dividing the NAVD 88
 JZ1558.geopotential number by the normal gravity value computed on the
 JZ1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1558.degrees latitude (g = 980.6199 gals.).
 JZ1558
 JZ1558.The modeled gravity was interpolated from observed gravity values.
 JZ1558
 JZ1558;                    North         East    Units  Estimated Accuracy
 JZ1558;SPC IN E     -   491,639.      131,391.      MT  (+/- 10 meters HH2 GPS)
 JZ1558
 JZ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4573193208(NAD 83)
 JZ1558
 JZ1558                          SUPERSEDED SURVEY CONTROL
 JZ1558
 JZ1558  NGVD 29 (??/??/92)  324.215  (m)         1063.70   (f) ADJ UNCH    2 0
 JZ1558
 JZ1558.Superseded values are not recommended for survey control.
 JZ1558
 JZ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1558.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1558
 JZ1558_MARKER: DB = BENCH MARK DISK
 JZ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1558_STAMPING: C 254 1947
 JZ1558_MARK LOGO: CGS
 JZ1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1558+STABILITY: SURFACE MOTION
 JZ1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1558+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1558
 JZ1558  HISTORY     - Date     Condition        Report By
 JZ1558  HISTORY     - 1947     MONUMENTED       CGS
 JZ1558  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1558
 JZ1558                          STATION DESCRIPTION
 JZ1558
 JZ1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1558'1.8 MI S FROM FALMOUTH.
 JZ1558'ABOUT 1.75 MILE SOUTH ALONG THE COUNTY LINE ROAD FROM THE CROSSROADS
 JZ1558'AT FALMOUTH, 0.8 MILE SOUTH OF FAIRVIEW CHRISTIAN CHURCH, 215
 JZ1558'FEET NORTH OF THE NORTH END OF THE EAST CONCRETE BANISTER OF AN
 JZ1558'8-FOOT BRIDGE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JZ1558'WEST OF THE FENCE LINE, 11 FEET SOUTH OF THE CENTER LINE OF A
 JZ1558'DRIVEWAY TO A WEIGHING SHED, 2 FEET SOUTH OF A WHITE WOODEN
 JZ1558'WITNESS POST, ABOUT ONE-HALF FOOT BELOW ROAD LEVEL AND SET IN THE
 JZ1558'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS
 JZ1558'MARK IS ABOUT 3.3 MILES NORTH ALONG THE COUNTY LINE ROAD FROM
 JZ1558'THE BALTIMORE AND OHIO RAILROAD STATION AT GLENWOOD.
 JZ1558
 JZ1558                          STATION RECOVERY (2005)
 JZ1558
 JZ1558'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1558'THE DRIVEWAY TO A WEIGHING SHED IS NO LONGER PRESENT.  THE WITNESS
 JZ1558'POST IS GONE AND THE FENCE LINE HAS BEEN MOVED.  THIS IS APPROXIMATELY
 JZ1558'10 FEET FROM A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1586 ***********************************************************************
 JZ1586  DESIGNATION -  C 255
 JZ1586  PID         -  JZ1586
 JZ1586  STATE/COUNTY-  IN/WAYNE
 JZ1586  COUNTRY     -  US
 JZ1586  USGS QUAD   -  JACKSONBURG (2019)
 JZ1586
 JZ1586                         *CURRENT SURVEY CONTROL
 JZ1586  ______________________________________________________________________
 JZ1586* NAD 83(1986) POSITION- 39 46 23.     (N) 085 02 00.     (W)   SCALED
 JZ1586* NAVD 88 ORTHO HEIGHT -   293.990 (meters)      964.53  (feet) ADJUSTED
 JZ1586  ______________________________________________________________________
 JZ1586  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 JZ1586  DYNAMIC HEIGHT  -        293.817 (meters)      963.96  (feet) COMP
 JZ1586  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 JZ1586
 JZ1586  VERT ORDER      -  SECOND    CLASS 0
 JZ1586
 JZ1586.The horizontal coordinates were scaled from a map and have
 JZ1586.an estimated accuracy of +/- 6 seconds.
 JZ1586
 JZ1586.The orthometric height was determined by differential leveling and
 JZ1586.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1586.in June 1991.
 JZ1586
 JZ1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1586.GEOID18 height accuracy estimate available here.
 JZ1586
 JZ1586.Click photographs - Photos may exist for this station.
 JZ1586
 JZ1586.The dynamic height is computed by dividing the NAVD 88
 JZ1586.geopotential number by the normal gravity value computed on the
 JZ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1586.degrees latitude (g = 980.6199 gals.).
 JZ1586
 JZ1586.The modeled gravity was interpolated from observed gravity values.
 JZ1586
 JZ1586;                    North         East    Units  Estimated Accuracy
 JZ1586;SPC IN E     -   502,510.      154,260.      MT  (+/- 180 meters Scaled)
 JZ1586
 JZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK684044(NAD 83)
 JZ1586
 JZ1586                          SUPERSEDED SURVEY CONTROL
 JZ1586
 JZ1586  NGVD 29 (??/??/92)  294.129  (m)          964.99   (f) ADJ UNCH    2 0
 JZ1586
 JZ1586.Superseded values are not recommended for survey control.
 JZ1586
 JZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1586.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1586
 JZ1586_MARKER: DB = BENCH MARK DISK
 JZ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1586_STAMPING: C 255 1947
 JZ1586_MARK LOGO: CGS
 JZ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1586+STABILITY: SURFACE MOTION
 JZ1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1586+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 JZ1586
 JZ1586  HISTORY     - Date     Condition        Report By
 JZ1586  HISTORY     - 1947     MONUMENTED       CGS
 JZ1586  HISTORY     - 20030410 GOOD             GEOCAC
 JZ1586
 JZ1586                          STATION DESCRIPTION
 JZ1586
 JZ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1586'7.2 MI SE FROM PENNVILLE.
 JZ1586'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JZ1586'THE JACKSONBURG ROAD AT PENNVILLE, THENCE 0.75 MILE SOUTH, 0.75
 JZ1586'MILE EAST, 1.25 MILE SOUTH, 0.4 MILE EAST AND 1.0 MILE SOUTH
 JZ1586'ALONG GRAVEL ROADS.  THE MARK IS ABOUT 1.0 MILE SOUTH OF THE
 JZ1586'JUNCTION WITH A ROAD LEADING NORTHEAST ACROSS A SMALL BRIDGE, AT
 JZ1586'A CROSSROAD AND THE INTERSECTION WITH AN OVERHEAD TELEPHONE
 JZ1586'CABLE LINE, 55 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ1586'ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 44
 JZ1586'FEET EAST OF A FENCE CORNER, 38 FEET NORTHEAST AND ACROSS THE
 JZ1586'EAST-WEST ROAD FROM CABLE POLE NUMBER 1851, 2 FEET EAST OF A
 JZ1586'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JZ1586'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1586'NOTE-- THIS MARK MAY BE REACHED FROM THE BALTIMORE AND OHIO
 JZ1586'RAILROAD CROSSING AT LYONSVILLE BY GOING 8.15 MILES NORTH ALONG
 JZ1586'A PAVED AND GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD
 JZ1586'TO A CROSSROAD AND THE SITE OF THE MARK.
 JZ1586
 JZ1586                          STATION RECOVERY (2003)
 JZ1586
 JZ1586'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1586'10 PERCENT OF DISK IS CHIPPED OFF, BUT STILL READABLE.  CABLE POLE
 JZ1586'1851 IS GONE.  MARK IS ADJACENT TO METAL WITNESS POST AND 8 FEET WEST
 JZ1586'OF POLE 1824E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0942 ***********************************************************************
 ME0942  DESIGNATION -  C 256 RESET
 ME0942  PID         -  ME0942
 ME0942  STATE/COUNTY-  IN/LAKE
 ME0942  COUNTRY     -  US
 ME0942  USGS QUAD   -  GARY (2019)
 ME0942
 ME0942                         *CURRENT SURVEY CONTROL
 ME0942  ______________________________________________________________________
 ME0942* NAD 83(1986) POSITION- 41 31 19.     (N) 087 20 09.     (W)   SCALED
 ME0942* NAVD 88 ORTHO HEIGHT -   195.39  (meters)      641.0   (feet) RESET
 ME0942  ______________________________________________________________________
 ME0942  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 ME0942  VERT ORDER      -  THIRD
 ME0942
 ME0942.The horizontal coordinates were scaled from a map and have
 ME0942.an estimated accuracy of +/- 6 seconds.
 ME0942
 ME0942.The orthometric height was computed from unverified reset data.
 ME0942
 ME0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0942.GEOID18 height accuracy estimate available here.
 ME0942
 ME0942.Click photographs - Photos may exist for this station.
 ME0942
 ME0942;                    North         East    Units  Estimated Accuracy
 ME0942;SPC IN W     -   696,550.      878,930.      MT  (+/- 180 meters Scaled)
 ME0942
 ME0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719967(NAD 83)
 ME0942
 ME0942                          SUPERSEDED SURVEY CONTROL
 ME0942
 ME0942.No superseded survey control is available for this station.
 ME0942
 ME0942_MARKER: DB = BENCH MARK DISK
 ME0942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0942_SP_SET: CURB
 ME0942_STAMPING: C 256 RESET 1961
 ME0942_MARK LOGO: CGS
 ME0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0942
 ME0942  HISTORY     - Date     Condition        Report By
 ME0942  HISTORY     - 1961     MONUMENTED       CGS
 ME0942
 ME0942                          STATION DESCRIPTION
 ME0942
 ME0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ME0942'4 MI S FROM GARY.
 ME0942'ABOUT 3.1 MILES S ALONG BROADWAY (THE MAIN N-S STREET OF TOWN)
 ME0942'FROM ITS GRADE-SEPARATED INTERSECTION WITH NO. 294 INTERSTATE
 ME0942'HIGHWAY IN GARY, ABOUT 200 YARDS S OF GRADE CROSSING OF RAILROAD,
 ME0942'AT S CITY LIMITS, 46 FEET E OF CENTER LINE OF BROADWAY, 1.8
 ME0942'FEET E OF E CURB LINE OF SAME, 1.1 FEET ENE OF THE CURB ON THE
 ME0942'CURVE AT THE MARK, 31 FEET N OF CENTER LINE OF FIFTY-THIRD
 ME0942'AVENUE, 13 FEET N OF PROJECTED LINE OF N CURB OF SAME FROM THE
 ME0942'WEST, AND LEVEL WITH THE TOP OF THE STREET CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2304 ***********************************************************************
 JZ2304  DESIGNATION -  C 257
 JZ2304  PID         -  JZ2304
 JZ2304  STATE/COUNTY-  IN/RUSH
 JZ2304  COUNTRY     -  US
 JZ2304  USGS QUAD   -  ADAMS (2019)
 JZ2304
 JZ2304                         *CURRENT SURVEY CONTROL
 JZ2304  ______________________________________________________________________
 JZ2304* NAD 83(1986) POSITION- 39 29 48.     (N) 085 32 08.     (W)   SCALED
 JZ2304* NAVD 88 ORTHO HEIGHT -   294.542 (meters)      966.34  (feet) ADJUSTED
 JZ2304  ______________________________________________________________________
 JZ2304  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 JZ2304  DYNAMIC HEIGHT  -        294.364 (meters)      965.76  (feet) COMP
 JZ2304  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 JZ2304
 JZ2304  VERT ORDER      -  SECOND    CLASS 0
 JZ2304
 JZ2304.The horizontal coordinates were scaled from a map and have
 JZ2304.an estimated accuracy of +/- 6 seconds.
 JZ2304
 JZ2304.The orthometric height was determined by differential leveling and
 JZ2304.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2304.in June 1991.
 JZ2304
 JZ2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2304.GEOID18 height accuracy estimate available here.
 JZ2304
 JZ2304.Click photographs - Photos may exist for this station.
 JZ2304
 JZ2304.The dynamic height is computed by dividing the NAVD 88
 JZ2304.geopotential number by the normal gravity value computed on the
 JZ2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2304.degrees latitude (g = 980.6199 gals.).
 JZ2304
 JZ2304.The modeled gravity was interpolated from observed gravity values.
 JZ2304
 JZ2304;                    North         East    Units  Estimated Accuracy
 JZ2304;SPC IN E     -   471,640.      111,280.      MT  (+/- 180 meters Scaled)
 JZ2304
 JZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ259729(NAD 83)
 JZ2304
 JZ2304                          SUPERSEDED SURVEY CONTROL
 JZ2304
 JZ2304  NGVD 29 (??/??/92)  294.665  (m)          966.75   (f) ADJ UNCH    2 0
 JZ2304
 JZ2304.Superseded values are not recommended for survey control.
 JZ2304
 JZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2304.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2304
 JZ2304_MARKER: DB = BENCH MARK DISK
 JZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2304_STAMPING: C 257 1947
 JZ2304_MARK LOGO: CGS
 JZ2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2304+STABILITY: SURFACE MOTION
 JZ2304
 JZ2304  HISTORY     - Date     Condition        Report By
 JZ2304  HISTORY     - 1947     MONUMENTED       CGS
 JZ2304
 JZ2304                          STATION DESCRIPTION
 JZ2304
 JZ2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2304'3.6 MI W FROM MILROY.
 JZ2304'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ2304'NATIONAL BANK AT MILROY, SET IN THE SOUTHWEST QUARTER OF THE
 JZ2304'INTERSECTION OF A NORTH-SOUTH ROAD, AT A 1-STORY FARM HOUSE, 123
 JZ2304'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 60 FEET NORTHWEST
 JZ2304'OF THE NORTHEAST CORNER OF THE HOUSE, 16 FEET SOUTH OF THE
 JZ2304'CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A POWER POLE WITH
 JZ2304'A TRANSFORMER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2304'1/2-FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2304'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1740 ***********************************************************************
 JZ1740  DESIGNATION -  C 258
 JZ1740  PID         -  JZ1740
 JZ1740  STATE/COUNTY-  IN/RUSH
 JZ1740  COUNTRY     -  US
 JZ1740  USGS QUAD   -  RUSHVILLE (2019)
 JZ1740
 JZ1740                         *CURRENT SURVEY CONTROL
 JZ1740  ______________________________________________________________________
 JZ1740* NAD 83(1986) POSITION- 39 35 28.0    (N) 085 25 31.6    (W)   HD_HELD2
 JZ1740* NAVD 88 ORTHO HEIGHT -   306.596 (meters)     1005.89  (feet) ADJUSTED
 JZ1740  ______________________________________________________________________
 JZ1740  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 JZ1740  DYNAMIC HEIGHT  -        306.411 (meters)     1005.28  (feet) COMP
 JZ1740  MODELED GRAVITY -    980,017.6   (mgal)                       NAVD 88
 JZ1740
 JZ1740  VERT ORDER      -  SECOND    CLASS 0
 JZ1740
 JZ1740.The horizontal coordinates were established by autonomous hand held GPS
 JZ1740.observations and have an estimated accuracy of +/- 10 meters.
 JZ1740
 JZ1740.The orthometric height was determined by differential leveling and
 JZ1740.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1740.in June 1991.
 JZ1740
 JZ1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1740.GEOID18 height accuracy estimate available here.
 JZ1740
 JZ1740.Click photographs - Photos may exist for this station.
 JZ1740
 JZ1740.The dynamic height is computed by dividing the NAVD 88
 JZ1740.geopotential number by the normal gravity value computed on the
 JZ1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1740.degrees latitude (g = 980.6199 gals.).
 JZ1740
 JZ1740.The modeled gravity was interpolated from observed gravity values.
 JZ1740
 JZ1740;                    North         East    Units  Estimated Accuracy
 JZ1740;SPC IN E     -   482,148.      120,721.      MT  (+/- 10 meters HH2 GPS)
 JZ1740
 JZ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3520583560(NAD 83)
 JZ1740
 JZ1740                          SUPERSEDED SURVEY CONTROL
 JZ1740
 JZ1740  NGVD 29 (??/??/92)  306.721  (m)         1006.30   (f) ADJ UNCH    2 0
 JZ1740
 JZ1740.Superseded values are not recommended for survey control.
 JZ1740
 JZ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1740.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1740
 JZ1740_MARKER: DB = BENCH MARK DISK
 JZ1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1740_STAMPING: C 258 1947
 JZ1740_MARK LOGO: CGS
 JZ1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1740+STABILITY: SURFACE MOTION
 JZ1740
 JZ1740  HISTORY     - Date     Condition        Report By
 JZ1740  HISTORY     - 1947     MONUMENTED       CGS
 JZ1740
 JZ1740                          STATION DESCRIPTION
 JZ1740
 JZ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1740'1.5 MI SE FROM RUSHVILLE.
 JZ1740'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COURT
 JZ1740'HOUSE AT RUSHVILLE, AT THE SOUTHEAST CORNER OF THE RUSHVILLE
 JZ1740'AIRPORT, ON A TURN IN A GRAVEL ROAD WITH TANGENTS EXTENDING
 JZ1740'NORTH AND WEST FORMING THE BOUNDARY LINE ON THE EAST AND SOUTH
 JZ1740'SIDE OF THE AIRPORT, 6 FEET NORTH OF THE PROLONGED CENTER LINE OF
 JZ1740'THE WEST TANGENT, 15 FEET EAST OF THE PROLONGED CENTER LINE OF
 JZ1740'THE NORTH TANGENT, 2.5 FEET NORTHWEST OF A FENCE CORNER POST,
 JZ1740'3 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 JZ1740'POLES, 2 FEET WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE
 JZ1740'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1740'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1753 ***********************************************************************
 JZ1753  DESIGNATION -  C 259
 JZ1753  PID         -  JZ1753
 JZ1753  STATE/COUNTY-  IN/RUSH
 JZ1753  COUNTRY     -  US
 JZ1753  USGS QUAD   -  NEW SALEM (2019)
 JZ1753
 JZ1753                         *CURRENT SURVEY CONTROL
 JZ1753  ______________________________________________________________________
 JZ1753* NAD 83(1986) POSITION- 39 31 33.10   (N) 085 21 29.05   (W)   HD_HELD1
 JZ1753* NAVD 88 ORTHO HEIGHT -   323.746 (meters)     1062.16  (feet) ADJUSTED
 JZ1753  ______________________________________________________________________
 JZ1753  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JZ1753  DYNAMIC HEIGHT  -        323.548 (meters)     1061.51  (feet) COMP
 JZ1753  MODELED GRAVITY -    980,007.8   (mgal)                       NAVD 88
 JZ1753
 JZ1753  VERT ORDER      -  SECOND    CLASS 0
 JZ1753
 JZ1753.The horizontal coordinates were determined by differentially corrected
 JZ1753.hand held GPS observations or other comparable positioning techniques
 JZ1753.and have an estimated accuracy of +/- 3 meters.
 JZ1753
 JZ1753.The orthometric height was determined by differential leveling and
 JZ1753.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1753.in June 1991.
 JZ1753
 JZ1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1753.GEOID18 height accuracy estimate available here.
 JZ1753
 JZ1753.Click photographs - Photos may exist for this station.
 JZ1753
 JZ1753.The dynamic height is computed by dividing the NAVD 88
 JZ1753.geopotential number by the normal gravity value computed on the
 JZ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1753.degrees latitude (g = 980.6199 gals.).
 JZ1753
 JZ1753.The modeled gravity was interpolated from observed gravity values.
 JZ1753
 JZ1753;                    North         East    Units  Estimated Accuracy
 JZ1753;SPC IN E     -   474,921.2     126,532.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1753
 JZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4112276421(NAD 83)
 JZ1753
 JZ1753                          SUPERSEDED SURVEY CONTROL
 JZ1753
 JZ1753  NGVD 29 (??/??/92)  323.872  (m)         1062.57   (f) ADJ UNCH    2 0
 JZ1753
 JZ1753.Superseded values are not recommended for survey control.
 JZ1753
 JZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1753.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1753
 JZ1753_MARKER: DB = BENCH MARK DISK
 JZ1753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1753_SP_SET: CULVERT HEADWALL
 JZ1753_STAMPING: C 259 1947
 JZ1753_MARK LOGO: CGS
 JZ1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1753+STABILITY: SURFACE MOTION
 JZ1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1753+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2023
 JZ1753
 JZ1753  HISTORY     - Date     Condition        Report By
 JZ1753  HISTORY     - 1947     MONUMENTED       CGS
 JZ1753  HISTORY     - 20060627 GOOD             BFSINC
 JZ1753  HISTORY     - 20230111 GOOD             INDOT
 JZ1753
 JZ1753                          STATION DESCRIPTION
 JZ1753
 JZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1753'1.4 MI S FROM NEW SALEM.
 JZ1753'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ1753'AT NEW SALEM, THENCE ABOUT 1.15 MILES SOUTH ALONG A BLACK TOP
 JZ1753'ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, SET IN THE
 JZ1753'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 4-FOOT
 JZ1753'CONCRETE BOX CULVERT UNDER THE BLACK TOP ROAD, 24 FEET NORTH
 JZ1753'OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 15 FEET WEST
 JZ1753'OF THE CENTER LINE OF THE BLACK TOP ROAD AND ABOUT 1/2-FOOT
 JZ1753'ABOVE THE JUNCTION.
 JZ1753
 JZ1753                          STATION RECOVERY (2006)
 JZ1753
 JZ1753'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1753'RECOVERED IN GOOD CONDITION.
 JZ1753
 JZ1753                          STATION RECOVERY (2023)
 JZ1753
 JZ1753'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0058 ***********************************************************************
 LB0058  DESIGNATION -  C 26
 LB0058  PID         -  LB0058
 LB0058  STATE/COUNTY-  IN/CASS
 LB0058  COUNTRY     -  US
 LB0058  USGS QUAD   -  LOGANSPORT (2019)
 LB0058
 LB0058                         *CURRENT SURVEY CONTROL
 LB0058  ______________________________________________________________________
 LB0058* NAD 83(1986) POSITION- 40 45 03.     (N) 086 21 49.     (W)   SCALED
 LB0058* NAVD 88 ORTHO HEIGHT -   184.178 (meters)      604.26  (feet) ADJUSTED
 LB0058  ______________________________________________________________________
 LB0058  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 LB0058  DYNAMIC HEIGHT  -        184.090 (meters)      603.97  (feet) COMP
 LB0058  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 LB0058
 LB0058  VERT ORDER      -  SECOND    CLASS 0
 LB0058
 LB0058.The horizontal coordinates were scaled from a map and have
 LB0058.an estimated accuracy of +/- 6 seconds.
 LB0058
 LB0058.The orthometric height was determined by differential leveling and
 LB0058.adjusted by the NATIONAL GEODETIC SURVEY
 LB0058.in June 1991.
 LB0058
 LB0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0058.GEOID18 height accuracy estimate available here.
 LB0058
 LB0058.Click photographs - Photos may exist for this station.
 LB0058
 LB0058.The dynamic height is computed by dividing the NAVD 88
 LB0058.geopotential number by the normal gravity value computed on the
 LB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0058.degrees latitude (g = 980.6199 gals.).
 LB0058
 LB0058.The modeled gravity was interpolated from observed gravity values.
 LB0058
 LB0058;                    North         East    Units  Estimated Accuracy
 LB0058;SPC IN E     -   611,120.       41,140.      MT  (+/- 180 meters Scaled)
 LB0058
 LB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL537112(NAD 83)
 LB0058
 LB0058                          SUPERSEDED SURVEY CONTROL
 LB0058
 LB0058  NGVD 29 (??/??/92)  184.299  (m)          604.65   (f) ADJ UNCH    2 0
 LB0058
 LB0058.Superseded values are not recommended for survey control.
 LB0058
 LB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0058.See file dsdata.pdf to determine how the superseded data were derived.
 LB0058
 LB0058_MARKER: DB = BENCH MARK DISK
 LB0058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB0058_SP_SET: BRIDGE ABUTMENT
 LB0058_STAMPING: C 26 1934
 LB0058_MARK LOGO: CGS
 LB0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0058
 LB0058  HISTORY     - Date     Condition        Report By
 LB0058  HISTORY     - 1934     MONUMENTED       CGS
 LB0058  HISTORY     - 1938     GOOD             CGS
 LB0058  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0058
 LB0058                          STATION DESCRIPTION
 LB0058
 LB0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0058'AT LOGANSPORT.
 LB0058'AT LOGANSPORT, CASS COUNTY, 0.2 MILE SOUTHWEST ALONG THE WABASH
 LB0058'RAILROAD FROM THE STATION, 160 YARDS SOUTHWEST OF THE CROSSING
 LB0058'OF THE PENNSYLVANIA RAILROAD, AT BRIDGE 495-A OVER WABASH RIVER,
 LB0058'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST MASONRY ABUTMENT,
 LB0058'3 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1 FOOT LOWER
 LB0058'THEN THE TRACK.  A STANDARD DISK, STAMPED C 26 1934.
 LB0058
 LB0058                          STATION RECOVERY (2017)
 LB0058
 LB0058'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0058'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1958 ***********************************************************************
 JZ1958  DESIGNATION -  C 260
 JZ1958  PID         -  JZ1958
 JZ1958  STATE/COUNTY-  IN/FRANKLIN
 JZ1958  COUNTRY     -  US
 JZ1958  USGS QUAD   -  CLARKSBURG (2019)
 JZ1958
 JZ1958                         *CURRENT SURVEY CONTROL
 JZ1958  ______________________________________________________________________
 JZ1958* NAD 83(1986) POSITION- 39 28 47.65   (N) 085 16 45.90   (W)   HD_HELD1
 JZ1958* NAVD 88 ORTHO HEIGHT -   308.786 (meters)     1013.08  (feet) ADJUSTED
 JZ1958  ______________________________________________________________________
 JZ1958  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 JZ1958  DYNAMIC HEIGHT  -        308.596 (meters)     1012.45  (feet) COMP
 JZ1958  MODELED GRAVITY -    980,003.4   (mgal)                       NAVD 88
 JZ1958
 JZ1958  VERT ORDER      -  SECOND    CLASS 0
 JZ1958
 JZ1958.The horizontal coordinates were determined by differentially corrected
 JZ1958.hand held GPS observations or other comparable positioning techniques
 JZ1958.and have an estimated accuracy of +/- 3 meters.
 JZ1958
 JZ1958.The orthometric height was determined by differential leveling and
 JZ1958.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1958.in June 1991.
 JZ1958
 JZ1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1958.GEOID18 height accuracy estimate available here.
 JZ1958
 JZ1958.Click photographs - Photos may exist for this station.
 JZ1958
 JZ1958.The dynamic height is computed by dividing the NAVD 88
 JZ1958.geopotential number by the normal gravity value computed on the
 JZ1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1958.degrees latitude (g = 980.6199 gals.).
 JZ1958
 JZ1958.The modeled gravity was interpolated from observed gravity values.
 JZ1958
 JZ1958;                    North         East    Units  Estimated Accuracy
 JZ1958;SPC IN E     -   469,844.9     133,317.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1958
 JZ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4798071447(NAD 83)
 JZ1958
 JZ1958                          SUPERSEDED SURVEY CONTROL
 JZ1958
 JZ1958  NGVD 29 (??/??/92)  308.92   (m)         1013.5    (f) COMPUTED    2 0
 JZ1958
 JZ1958.Superseded values are not recommended for survey control.
 JZ1958
 JZ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1958.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1958
 JZ1958_MARKER: DB = BENCH MARK DISK
 JZ1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1958_STAMPING: C 260 1947
 JZ1958_MARK LOGO: CGS
 JZ1958_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1958+STABILITY: SURFACE MOTION
 JZ1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1958+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2023
 JZ1958
 JZ1958  HISTORY     - Date     Condition        Report By
 JZ1958  HISTORY     - 1947     MONUMENTED       CGS
 JZ1958  HISTORY     - 20230124 GOOD             INDOT
 JZ1958
 JZ1958                          STATION DESCRIPTION
 JZ1958
 JZ1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1958'1.6 MI S FROM ANDERSONVILLE.
 JZ1958'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 244 FROM THE UNITED
 JZ1958'BRETHERN CHURCH AT ANDERSONVILLE, THENCE ABOUT 1.55 MILE SOUTH
 JZ1958'ALONG THE BUENA VISTA ROAD, ABOUT 0.35 MILE NORTH OF A BRIDGE
 JZ1958'OVER LITTLE SALT CREEK, 0.1 MILE NORTH OF A SMALL FARM HOUSE
 JZ1958'ON THE EAST SIDE OF THE ROAD, ABOUT 100 YARDS NORTHWEST OF AN
 JZ1958'OLD UNPAINTED BARN, ON A CURVE WITH TANGENTS EXTENDING NORTHWEST
 JZ1958'AND SOUTH, 41 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 JZ1958'9.5 FEET SOUTHEAST OF A T FENCE CORNER POST, 1 FOOT SOUTHWEST
 JZ1958'OF THE FENCE LINE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JZ1958'POST, 1.5 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1958'POST PROJECTING 4 INCHES.
 JZ1958
 JZ1958                          STATION RECOVERY (2023)
 JZ1958
 JZ1958'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1776 ***********************************************************************
 JZ1776  DESIGNATION -  C 261
 JZ1776  PID         -  JZ1776
 JZ1776  STATE/COUNTY-  IN/FAYETTE
 JZ1776  COUNTRY     -  US
 JZ1776  USGS QUAD   -  ALPINE (2019)
 JZ1776
 JZ1776                         *CURRENT SURVEY CONTROL
 JZ1776  ______________________________________________________________________
 JZ1776* NAD 83(1986) POSITION- 39 33 58.     (N) 085 09 54.     (W)   SCALED
 JZ1776* NAVD 88 ORTHO HEIGHT -   233.029 (meters)      764.53  (feet) ADJUSTED
 JZ1776  ______________________________________________________________________
 JZ1776  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 JZ1776  DYNAMIC HEIGHT  -        232.887 (meters)      764.06  (feet) COMP
 JZ1776  MODELED GRAVITY -    980,015.3   (mgal)                       NAVD 88
 JZ1776
 JZ1776  VERT ORDER      -  SECOND    CLASS 0
 JZ1776
 JZ1776.The horizontal coordinates were scaled from a map and have
 JZ1776.an estimated accuracy of +/- 6 seconds.
 JZ1776
 JZ1776.The orthometric height was determined by differential leveling and
 JZ1776.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1776.in June 1991.
 JZ1776
 JZ1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1776.GEOID18 height accuracy estimate available here.
 JZ1776
 JZ1776.Click photographs - Photos may exist for this station.
 JZ1776
 JZ1776.The dynamic height is computed by dividing the NAVD 88
 JZ1776.geopotential number by the normal gravity value computed on the
 JZ1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1776.degrees latitude (g = 980.6199 gals.).
 JZ1776
 JZ1776.The modeled gravity was interpolated from observed gravity values.
 JZ1776
 JZ1776;                    North         East    Units  Estimated Accuracy
 JZ1776;SPC IN E     -   479,470.      143,110.      MT  (+/- 180 meters Scaled)
 JZ1776
 JZ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ576812(NAD 83)
 JZ1776
 JZ1776                          SUPERSEDED SURVEY CONTROL
 JZ1776
 JZ1776  NGVD 29 (??/??/92)  233.174  (m)          765.01   (f) ADJ UNCH    2 0
 JZ1776
 JZ1776.Superseded values are not recommended for survey control.
 JZ1776
 JZ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1776.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1776
 JZ1776_MARKER: DB = BENCH MARK DISK
 JZ1776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1776_SP_SET: CULVERT HEADWALL
 JZ1776_STAMPING: C 261 1947
 JZ1776_MARK LOGO: CGS
 JZ1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1776+STABILITY: SURFACE MOTION
 JZ1776
 JZ1776  HISTORY     - Date     Condition        Report By
 JZ1776  HISTORY     - 1947     MONUMENTED       CGS
 JZ1776
 JZ1776                          STATION DESCRIPTION
 JZ1776
 JZ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1776'1.1 MI N FROM ALPINE.
 JZ1776'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE POST OFFICE
 JZ1776'AT ALPINE, ABOUT 1.1 MILES SOUTH OF THE CROSSROADS AT NULLTOWN, AT
 JZ1776'THE CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 JZ1776'RAILWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JZ1776'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE PIPE CULVERT UNDER THE
 JZ1776'HIGHWAY, 14 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1776'32 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2.5 FEET
 JZ1776'ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2040 ***********************************************************************
 JZ2040  DESIGNATION -  C 262
 JZ2040  PID         -  JZ2040
 JZ2040  STATE/COUNTY-  IN/FRANKLIN
 JZ2040  COUNTRY     -  US
 JZ2040  USGS QUAD   -  BROOKVILLE (2019)
 JZ2040
 JZ2040                         *CURRENT SURVEY CONTROL
 JZ2040  ______________________________________________________________________
 JZ2040* NAD 83(1986) POSITION- 39 26 00.     (N) 085 02 04.     (W)   SCALED
 JZ2040* NAVD 88 ORTHO HEIGHT -   203.576 (meters)      667.90  (feet) ADJUSTED
 JZ2040  ______________________________________________________________________
 JZ2040  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 JZ2040  DYNAMIC HEIGHT  -        203.453 (meters)      667.50  (feet) COMP
 JZ2040  MODELED GRAVITY -    980,021.3   (mgal)                       NAVD 88
 JZ2040
 JZ2040  VERT ORDER      -  SECOND    CLASS 0
 JZ2040
 JZ2040.The horizontal coordinates were scaled from a map and have
 JZ2040.an estimated accuracy of +/- 6 seconds.
 JZ2040
 JZ2040.The orthometric height was determined by differential leveling and
 JZ2040.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2040.in June 1991.
 JZ2040
 JZ2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2040.GEOID18 height accuracy estimate available here.
 JZ2040
 JZ2040.Click photographs - Photos may exist for this station.
 JZ2040
 JZ2040.The dynamic height is computed by dividing the NAVD 88
 JZ2040.geopotential number by the normal gravity value computed on the
 JZ2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2040.degrees latitude (g = 980.6199 gals.).
 JZ2040
 JZ2040.The modeled gravity was interpolated from observed gravity values.
 JZ2040
 JZ2040;                    North         East    Units  Estimated Accuracy
 JZ2040;SPC IN E     -   464,790.      154,430.      MT  (+/- 180 meters Scaled)
 JZ2040
 JZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691667(NAD 83)
 JZ2040
 JZ2040                          SUPERSEDED SURVEY CONTROL
 JZ2040
 JZ2040  NGVD 29 (??/??/92)  203.752  (m)          668.48   (f) ADJ UNCH    2 0
 JZ2040
 JZ2040.Superseded values are not recommended for survey control.
 JZ2040
 JZ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2040.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2040
 JZ2040_MARKER: DB = BENCH MARK DISK
 JZ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2040_STAMPING: C 262 1947
 JZ2040_MARK LOGO: CGS
 JZ2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2040+STABILITY: SURFACE MOTION
 JZ2040
 JZ2040  HISTORY     - Date     Condition        Report By
 JZ2040  HISTORY     - 1947     MONUMENTED       CGS
 JZ2040
 JZ2040                          STATION DESCRIPTION
 JZ2040
 JZ2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2040'1.6 MI NW FROM BROOKVILLE.
 JZ2040'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2040'OFFICE AT BROOKVILLE, NORTH AND ACROSS THE HIGHWAY FROM A SMALL
 JZ2040'YELLOW FARM HOUSE, NEAR THE WEST END OF A GUARD RAIL ALONG THE
 JZ2040'HIGHWAY, 67 YARDS WEST OF A SMALL CULVERT, 29.5 FEET NORTH OF
 JZ2040'THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHEAST OF THE WEST
 JZ2040'END OF THE GUARD RAIL, 4 FEET EAST OF A SIGN HEARTHSTONE 7
 JZ2040'MILES, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2.5
 JZ2040'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2040'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1796 ***********************************************************************
 JZ1796  DESIGNATION -  C 263
 JZ1796  PID         -  JZ1796
 JZ1796  STATE/COUNTY-  IN/FAYETTE
 JZ1796  COUNTRY     -  US
 JZ1796  USGS QUAD   -  EVERTON (2019)
 JZ1796
 JZ1796                         *CURRENT SURVEY CONTROL
 JZ1796  ______________________________________________________________________
 JZ1796* NAD 83(1986) POSITION- 39 32 25.     (N) 085 03 00.     (W)   SCALED
 JZ1796* NAVD 88 ORTHO HEIGHT -   303.811 (meters)      996.75  (feet) ADJUSTED
 JZ1796  ______________________________________________________________________
 JZ1796  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ1796  DYNAMIC HEIGHT  -        303.625 (meters)      996.14  (feet) COMP
 JZ1796  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 JZ1796
 JZ1796  VERT ORDER      -  SECOND    CLASS 0
 JZ1796
 JZ1796.The horizontal coordinates were scaled from a map and have
 JZ1796.an estimated accuracy of +/- 6 seconds.
 JZ1796
 JZ1796.The orthometric height was determined by differential leveling and
 JZ1796.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1796.in June 1991.
 JZ1796
 JZ1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1796.GEOID18 height accuracy estimate available here.
 JZ1796
 JZ1796.Click photographs - Photos may exist for this station.
 JZ1796
 JZ1796.The dynamic height is computed by dividing the NAVD 88
 JZ1796.geopotential number by the normal gravity value computed on the
 JZ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1796.degrees latitude (g = 980.6199 gals.).
 JZ1796
 JZ1796.The modeled gravity was interpolated from observed gravity values.
 JZ1796
 JZ1796;                    North         East    Units  Estimated Accuracy
 JZ1796;SPC IN E     -   476,660.      153,010.      MT  (+/- 180 meters Scaled)
 JZ1796
 JZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ675785(NAD 83)
 JZ1796
 JZ1796                          SUPERSEDED SURVEY CONTROL
 JZ1796
 JZ1796  NGVD 29 (??/??/92)  303.962  (m)          997.25   (f) ADJ UNCH    2 0
 JZ1796
 JZ1796.Superseded values are not recommended for survey control.
 JZ1796
 JZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1796.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1796
 JZ1796_MARKER: DB = BENCH MARK DISK
 JZ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1796_STAMPING: C 263 1947
 JZ1796_MARK LOGO: CGS
 JZ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1796+STABILITY: SURFACE MOTION
 JZ1796
 JZ1796  HISTORY     - Date     Condition        Report By
 JZ1796  HISTORY     - 1947     MONUMENTED       CGS
 JZ1796
 JZ1796                          STATION DESCRIPTION
 JZ1796
 JZ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1796'5.5 MI NW FROM FAIRFIELD.
 JZ1796'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM
 JZ1796'THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES NORTH AND
 JZ1796'2.9 MILES WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 JZ1796'ROAD, ABOUT 0.25 MILE NORTH OF AN ABANDONED CHURCH ON THE WEST
 JZ1796'SIDE OF THE ROAD, 53.5 FEET EAST OF THE CENTER LINE OF THE
 JZ1796'NORTH-SOUTH ROAD, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 JZ1796'EAST, 19.5 FEET EAST OF A FENCE CORNER AND GATE POST, 4 FEET
 JZ1796'WEST OF POWER POLE NO. 85/1, 1.5 FEET NORTH OF THE FENCE LINE, 2.5
 JZ1796'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 JZ1796'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 JZ1796'NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT ALQUINA BY
 JZ1796'GOING ABOUT 3.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD,
 JZ1796'THENCE ABOUT 0.5 MILE EAST AND 1.5 MILES SOUTH ALONG A GRAVEL
 JZ1796'ROAD AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0586 ***********************************************************************
 JZ0586  DESIGNATION -  C 264
 JZ0586  PID         -  JZ0586
 JZ0586  STATE/COUNTY-  IN/DEARBORN
 JZ0586  COUNTRY     -  US
 JZ0586  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0586
 JZ0586                         *CURRENT SURVEY CONTROL
 JZ0586  ______________________________________________________________________
 JZ0586* NAD 83(1986) POSITION- 39 17 06.10   (N) 084 59 24.99   (W)   HD_HELD1
 JZ0586* NAVD 88 ORTHO HEIGHT -   293.078 (meters)      961.54  (feet) ADJUSTED
 JZ0586  ______________________________________________________________________
 JZ0586  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 JZ0586  DYNAMIC HEIGHT  -        292.895 (meters)      960.94  (feet) COMP
 JZ0586  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 JZ0586
 JZ0586  VERT ORDER      -  SECOND    CLASS 0
 JZ0586
 JZ0586.The horizontal coordinates were determined by differentially corrected
 JZ0586.hand held GPS observations or other comparable positioning techniques
 JZ0586.and have an estimated accuracy of +/- 3 meters.
 JZ0586
 JZ0586.The orthometric height was determined by differential leveling and
 JZ0586.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0586.in June 1991.
 JZ0586
 JZ0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0586.GEOID18 height accuracy estimate available here.
 JZ0586
 JZ0586.Click photographs - Photos may exist for this station.
 JZ0586
 JZ0586.The dynamic height is computed by dividing the NAVD 88
 JZ0586.geopotential number by the normal gravity value computed on the
 JZ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0586.degrees latitude (g = 980.6199 gals.).
 JZ0586
 JZ0586.The modeled gravity was interpolated from observed gravity values.
 JZ0586
 JZ0586;                    North         East    Units  Estimated Accuracy
 JZ0586;SPC IN E     -   448,356.6     158,355.9     MT  (+/- 3 meters HH1 GPS) 
 JZ0586
 JZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7333250332(NAD 83)
 JZ0586
 JZ0586                          SUPERSEDED SURVEY CONTROL
 JZ0586
 JZ0586  NGVD 29 (??/??/92)  293.262  (m)          962.14   (f) ADJ UNCH    2 0
 JZ0586
 JZ0586.Superseded values are not recommended for survey control.
 JZ0586
 JZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0586.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0586
 JZ0586_MARKER: DB = BENCH MARK DISK
 JZ0586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0586_SP_SET: BOX CULVERT
 JZ0586_STAMPING: C 264 1947
 JZ0586_MARK LOGO: CGS
 JZ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0586+STABILITY: SURFACE MOTION
 JZ0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0586+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2023
 JZ0586
 JZ0586  HISTORY     - Date     Condition        Report By
 JZ0586  HISTORY     - 1947     MONUMENTED       CGS
 JZ0586  HISTORY     - 20230418 GOOD             INDOT
 JZ0586
 JZ0586                          STATION DESCRIPTION
 JZ0586
 JZ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0586'2.4 MI SW FROM ST LEON.
 JZ0586'0.7 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0586'ST. LEON, THENCE ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 46,
 JZ0586'ABOUT 0.3 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 JZ0586'NORTH, SET IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A
 JZ0586'5-FOOT CONCRETE BOX CULVERT, 30 FEET NORTH OF AND ABOUT 5 FEET
 JZ0586'BELOW THE CENTER LINE OF THE HIGHWAY.
 JZ0586
 JZ0586                          STATION RECOVERY (2023)
 JZ0586
 JZ0586'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2032 ***********************************************************************
 JZ2032  DESIGNATION -  C 265
 JZ2032  PID         -  JZ2032
 JZ2032  STATE/COUNTY-  IN/FRANKLIN
 JZ2032  COUNTRY     -  US
 JZ2032  USGS QUAD   -  BROOKVILLE (2019)
 JZ2032
 JZ2032                         *CURRENT SURVEY CONTROL
 JZ2032  ______________________________________________________________________
 JZ2032* NAD 83(1986) POSITION- 39 23 05.     (N) 085 05 07.     (W)   SCALED
 JZ2032* NAVD 88 ORTHO HEIGHT -   295.380 (meters)      969.09  (feet) ADJUSTED
 JZ2032  ______________________________________________________________________
 JZ2032  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 JZ2032  DYNAMIC HEIGHT  -        295.197 (meters)      968.49  (feet) COMP
 JZ2032  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 JZ2032
 JZ2032  VERT ORDER      -  SECOND    CLASS 0
 JZ2032
 JZ2032.The horizontal coordinates were scaled from a map and have
 JZ2032.an estimated accuracy of +/- 6 seconds.
 JZ2032
 JZ2032.The orthometric height was determined by differential leveling and
 JZ2032.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2032.in June 1991.
 JZ2032
 JZ2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2032.GEOID18 height accuracy estimate available here.
 JZ2032
 JZ2032.Click photographs - Photos may exist for this station.
 JZ2032
 JZ2032.The dynamic height is computed by dividing the NAVD 88
 JZ2032.geopotential number by the normal gravity value computed on the
 JZ2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2032.degrees latitude (g = 980.6199 gals.).
 JZ2032
 JZ2032.The modeled gravity was interpolated from observed gravity values.
 JZ2032
 JZ2032;                    North         East    Units  Estimated Accuracy
 JZ2032;SPC IN E     -   459,370.      150,090.      MT  (+/- 180 meters Scaled)
 JZ2032
 JZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ649612(NAD 83)
 JZ2032
 JZ2032                          SUPERSEDED SURVEY CONTROL
 JZ2032
 JZ2032  NGVD 29 (??/??/92)  295.547  (m)          969.64   (f) ADJ UNCH    2 0
 JZ2032
 JZ2032.Superseded values are not recommended for survey control.
 JZ2032
 JZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2032.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2032
 JZ2032_MARKER: DB = BENCH MARK DISK
 JZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2032_STAMPING: C 265 1947
 JZ2032_MARK LOGO: CGS
 JZ2032_PROJECTION: FLUSH
 JZ2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2032+STABILITY: SURFACE MOTION
 JZ2032
 JZ2032  HISTORY     - Date     Condition        Report By
 JZ2032  HISTORY     - 1947     MONUMENTED       CGS
 JZ2032
 JZ2032                          STATION DESCRIPTION
 JZ2032
 JZ2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2032'AT OAK FOREST.
 JZ2032'AT OAK FOREST, AT THE SOUTHWEST CORNER OF THE CATHOLIC CHURCH
 JZ2032'YARD, 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 JZ2032'36 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 51.5
 JZ2032'FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 10.5 FEET EAST
 JZ2032'OF A TELEPHONE POLE, 3.5 FEET WEST OF A HEDGE ROW, 19 FEET EAST
 JZ2032'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL
 JZ2032'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 JZ2032'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0182 ***********************************************************************
 KA0182  DESIGNATION -  C 266
 KA0182  PID         -  KA0182
 KA0182  STATE/COUNTY-  IN/MARION
 KA0182  COUNTRY     -  US
 KA0182  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0182
 KA0182                         *CURRENT SURVEY CONTROL
 KA0182  ______________________________________________________________________
 KA0182* NAD 83(1986) POSITION- 39 45 49.     (N) 086 08 32.     (W)   SCALED
 KA0182* NAVD 88 ORTHO HEIGHT -   225.899 (meters)      741.14  (feet) ADJUSTED
 KA0182  ______________________________________________________________________
 KA0182  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 KA0182  DYNAMIC HEIGHT  -        225.774 (meters)      740.73  (feet) COMP
 KA0182  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 KA0182
 KA0182  VERT ORDER      -  FIRST     CLASS II
 KA0182
 KA0182.The horizontal coordinates were scaled from a map and have
 KA0182.an estimated accuracy of +/- 6 seconds.
 KA0182
 KA0182.The orthometric height was determined by differential leveling and
 KA0182.adjusted by the NATIONAL GEODETIC SURVEY
 KA0182.in June 1991.
 KA0182
 KA0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0182.GEOID18 height accuracy estimate available here.
 KA0182
 KA0182.Click photographs - Photos may exist for this station.
 KA0182
 KA0182.The dynamic height is computed by dividing the NAVD 88
 KA0182.geopotential number by the normal gravity value computed on the
 KA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0182.degrees latitude (g = 980.6199 gals.).
 KA0182
 KA0182.The modeled gravity was interpolated from observed gravity values.
 KA0182
 KA0182;                    North         East    Units  Estimated Accuracy
 KA0182;SPC IN E     -   501,380.       59,250.      MT  (+/- 180 meters Scaled)
 KA0182
 KA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK734018(NAD 83)
 KA0182
 KA0182                          SUPERSEDED SURVEY CONTROL
 KA0182
 KA0182  NGVD 29 (??/??/92)  226.033  (m)          741.58   (f) ADJ UNCH    1 2
 KA0182
 KA0182.Superseded values are not recommended for survey control.
 KA0182
 KA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0182.See file dsdata.pdf to determine how the superseded data were derived.
 KA0182
 KA0182_MARKER: DB = BENCH MARK DISK
 KA0182_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0182_SP_SET: BRIDGE WINGWALL
 KA0182_STAMPING: C 266 1947
 KA0182_MARK LOGO: CGS
 KA0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0182
 KA0182  HISTORY     - Date     Condition        Report By
 KA0182  HISTORY     - 1947     MONUMENTED       CGS
 KA0182  HISTORY     - 1976     GOOD             LOCSUR
 KA0182  HISTORY     - 1986     GOOD             NGS
 KA0182
 KA0182                          STATION DESCRIPTION
 KA0182
 KA0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0182'AT INDIANAPOLIS.
 KA0182'AT INDIANAPOLIS, ABOUT 0.95 MILE SOUTHEAST ALONG THE NEW YORK
 KA0182'CENTRAL RAILROAD FROM THE UNION STATION AT INDIANAPOLIS, AT THE
 KA0182'RAILROAD OVER PASS OVER SOUTH PINE STREET AND EAST GEORGIA
 KA0182'STREET, ABOUT 4 RAILS NORTHWEST OF LIGHT SIGNAL NO. 108/6,
 KA0182'SET IN THE TOP OF THE SOUTH WING WALL OF THE BRIDGE, 7.8 FEET
 KA0182'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF THE
 KA0182'CONCRETE BANISTER AND ABOUT LEVEL WITH THE TRACKS.
 KA0182
 KA0182                          STATION RECOVERY (1976)
 KA0182
 KA0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0182'RECOVERED IN GOOD CONDITION.
 KA0182
 KA0182                          STATION RECOVERY (1986)
 KA0182
 KA0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0182'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN
 KA0182'INDIANAPOLIS, AT THE INTERSECTION OF EAST GEORGIA STREET AND THE
 KA0182'CONRAIL RAILROAD.  ADD--18.2 M (59.7 FT) EAST OF THE CENTER OF PINE
 KA0182'STREET, AND 5.1 M (16.7 FT) SOUTH OF THE CENTER OF GEORGIA STREET.
 KA0182'NOTE--THE STAMPING IS ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2232 ***********************************************************************
 JZ2232  DESIGNATION -  C 268
 JZ2232  PID         -  JZ2232
 JZ2232  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2232  COUNTRY     -  US
 JZ2232  USGS QUAD   -  GRAMMER (2019)
 JZ2232
 JZ2232                         *CURRENT SURVEY CONTROL
 JZ2232  ______________________________________________________________________
 JZ2232* NAD 83(1986) POSITION- 39 14 15.     (N) 085 44 05.     (W)   SCALED
 JZ2232* NAVD 88 ORTHO HEIGHT -   217.458 (meters)      713.44  (feet) ADJUSTED
 JZ2232  ______________________________________________________________________
 JZ2232  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 JZ2232  DYNAMIC HEIGHT  -        217.324 (meters)      713.00  (feet) COMP
 JZ2232  MODELED GRAVITY -    980,003.4   (mgal)                       NAVD 88
 JZ2232
 JZ2232  VERT ORDER      -  SECOND    CLASS 0
 JZ2232
 JZ2232.The horizontal coordinates were scaled from a map and have
 JZ2232.an estimated accuracy of +/- 6 seconds.
 JZ2232
 JZ2232.The orthometric height was determined by differential leveling and
 JZ2232.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2232.in June 1991.
 JZ2232
 JZ2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2232.GEOID18 height accuracy estimate available here.
 JZ2232
 JZ2232.Click photographs - Photos may exist for this station.
 JZ2232
 JZ2232.The dynamic height is computed by dividing the NAVD 88
 JZ2232.geopotential number by the normal gravity value computed on the
 JZ2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2232.degrees latitude (g = 980.6199 gals.).
 JZ2232
 JZ2232.The modeled gravity was interpolated from observed gravity values.
 JZ2232
 JZ2232;                    North         East    Units  Estimated Accuracy
 JZ2232;SPC IN E     -   442,860.       94,130.      MT  (+/- 180 meters Scaled)
 JZ2232
 JZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ091438(NAD 83)
 JZ2232
 JZ2232                          SUPERSEDED SURVEY CONTROL
 JZ2232
 JZ2232  NGVD 29 (??/??/92)  217.578  (m)          713.84   (f) ADJ UNCH    2 0
 JZ2232
 JZ2232.Superseded values are not recommended for survey control.
 JZ2232
 JZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2232.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2232
 JZ2232_MARKER: DB = BENCH MARK DISK
 JZ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2232_STAMPING: C 268 1947
 JZ2232_MARK LOGO: CGS
 JZ2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2232+STABILITY: SURFACE MOTION
 JZ2232
 JZ2232  HISTORY     - Date     Condition        Report By
 JZ2232  HISTORY     - 1947     MONUMENTED       CGS
 JZ2232
 JZ2232                          STATION DESCRIPTION
 JZ2232
 JZ2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2232'3.2 MI SW FROM HARTSVILLE.
 JZ2232'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 46 FROM THE
 JZ2232'VILLAGE PARK AT HARTSVILLE, AT CLOYD SANDERS FARM, 50.5 FEET
 JZ2232'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64.5 FEET EAST OF
 JZ2232'THE EAST CORNER OF THE FARM HOUSE, 15 FEET NORTHEAST OF THE
 JZ2232'CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 8.5 FEET NORTHEAST OF
 JZ2232'A GATE POST, 1.0 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET
 JZ2232'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 JZ2232'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2232'ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2339 ***********************************************************************
 JZ2339  DESIGNATION -  C 269
 JZ2339  PID         -  JZ2339
 JZ2339  STATE/COUNTY-  IN/SHELBY
 JZ2339  COUNTRY     -  US
 JZ2339  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2339
 JZ2339                         *CURRENT SURVEY CONTROL
 JZ2339  ______________________________________________________________________
 JZ2339* NAD 83(1986) POSITION- 39 32 44.     (N) 085 48 01.     (W)   SCALED
 JZ2339* NAVD 88 ORTHO HEIGHT -   235.547 (meters)      772.79  (feet) ADJUSTED
 JZ2339  ______________________________________________________________________
 JZ2339  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 JZ2339  DYNAMIC HEIGHT  -        235.409 (meters)      772.34  (feet) COMP
 JZ2339  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 JZ2339
 JZ2339  VERT ORDER      -  FIRST     CLASS II
 JZ2339
 JZ2339.The horizontal coordinates were scaled from a map and have
 JZ2339.an estimated accuracy of +/- 6 seconds.
 JZ2339
 JZ2339.The orthometric height was determined by differential leveling and
 JZ2339.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2339.in June 1991.
 JZ2339
 JZ2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2339.GEOID18 height accuracy estimate available here.
 JZ2339
 JZ2339.Click photographs - Photos may exist for this station.
 JZ2339
 JZ2339.The dynamic height is computed by dividing the NAVD 88
 JZ2339.geopotential number by the normal gravity value computed on the
 JZ2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2339.degrees latitude (g = 980.6199 gals.).
 JZ2339
 JZ2339.The modeled gravity was interpolated from observed gravity values.
 JZ2339
 JZ2339;                    North         East    Units  Estimated Accuracy
 JZ2339;SPC IN E     -   477,070.       88,520.      MT  (+/- 180 meters Scaled)
 JZ2339
 JZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ030780(NAD 83)
 JZ2339
 JZ2339                          SUPERSEDED SURVEY CONTROL
 JZ2339
 JZ2339  NGVD 29 (??/??/92)  235.660  (m)          773.16   (f) ADJ UNCH    1 2
 JZ2339
 JZ2339.Superseded values are not recommended for survey control.
 JZ2339
 JZ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2339.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2339
 JZ2339_MARKER: DB = BENCH MARK DISK
 JZ2339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2339_SP_SET: HEADWALL
 JZ2339_STAMPING: C 269 1947
 JZ2339_MARK LOGO: CGS
 JZ2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2339+STABILITY: SURFACE MOTION
 JZ2339
 JZ2339  HISTORY     - Date     Condition        Report By
 JZ2339  HISTORY     - 1947     MONUMENTED       CGS
 JZ2339  HISTORY     - 1986     GOOD             NGS
 JZ2339
 JZ2339                          STATION DESCRIPTION
 JZ2339
 JZ2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2339'2.1 MI NW FROM SHELBYVILLE.
 JZ2339'ABOUT 2.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2339'FROM THE STATION AT SHELBYVILLE, SET IN THE CENTER OF THE TOP OF
 JZ2339'THE SOUTHWEST HEADWALL OF A 4-FOOT CONCRETE RAILROAD CULVERT NO.
 JZ2339'415, ABOUT 11 RAILS SOUTHEAST OF MILE POST 85, 10 FEET SOUTHWEST
 JZ2339'OF THE SOUTHWEST RAIL AND ABOUT 2.5 FEET BELOW THE TRACK.
 JZ2339
 JZ2339                          STATION RECOVERY (1986)
 JZ2339
 JZ2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2339'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.4 KM (2.75
 JZ2339'MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2339'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.3 KM (1.45 MI) SOUTHERLY
 JZ2339'ALONG STATE HIGHWAY 9, THENCE 2.6 KM (1.6 MI) NORTHWESTERLY ALONG THE
 JZ2339'CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0421 ***********************************************************************
 LB0421  DESIGNATION -  C 27
 LB0421  PID         -  LB0421
 LB0421  STATE/COUNTY-  IN/HOWARD
 LB0421  COUNTRY     -  US
 LB0421  USGS QUAD   -  KOKOMO EAST (2019)
 LB0421
 LB0421                         *CURRENT SURVEY CONTROL
 LB0421  ______________________________________________________________________
 LB0421* NAD 83(1986) POSITION- 40 29 55.     (N) 086 04 12.     (W)   SCALED
 LB0421* NAVD 88 ORTHO HEIGHT -   250.481 (meters)      821.79  (feet) ADJUSTED
 LB0421  ______________________________________________________________________
 LB0421  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 LB0421  DYNAMIC HEIGHT  -        250.352 (meters)      821.36  (feet) COMP
 LB0421  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 LB0421
 LB0421  VERT ORDER      -  SECOND    CLASS 0
 LB0421
 LB0421.The horizontal coordinates were scaled from a map and have
 LB0421.an estimated accuracy of +/- 6 seconds.
 LB0421
 LB0421.The orthometric height was determined by differential leveling and
 LB0421.adjusted by the NATIONAL GEODETIC SURVEY
 LB0421.in June 1991.
 LB0421
 LB0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0421.GEOID18 height accuracy estimate available here.
 LB0421
 LB0421.Click photographs - Photos may exist for this station.
 LB0421
 LB0421.The dynamic height is computed by dividing the NAVD 88
 LB0421.geopotential number by the normal gravity value computed on the
 LB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0421.degrees latitude (g = 980.6199 gals.).
 LB0421
 LB0421.The modeled gravity was interpolated from observed gravity values.
 LB0421
 LB0421;                    North         East    Units  Estimated Accuracy
 LB0421;SPC IN E     -   582,960.       65,810.      MT  (+/- 180 meters Scaled)
 LB0421
 LB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK788835(NAD 83)
 LB0421
 LB0421                          SUPERSEDED SURVEY CONTROL
 LB0421
 LB0421  NGVD 29 (??/??/92)  250.604  (m)          822.19   (f) ADJ UNCH    2 0
 LB0421
 LB0421.Superseded values are not recommended for survey control.
 LB0421
 LB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0421.See file dsdata.pdf to determine how the superseded data were derived.
 LB0421
 LB0421_MARKER: DB = BENCH MARK DISK
 LB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0421_STAMPING: C 27 1934
 LB0421_MARK LOGO: CGS
 LB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0421+STABILITY: SURFACE MOTION
 LB0421
 LB0421  HISTORY     - Date     Condition        Report By
 LB0421  HISTORY     - 1934     MONUMENTED       CGS
 LB0421  HISTORY     - 1946     GOOD             CGS
 LB0421
 LB0421                          STATION DESCRIPTION
 LB0421
 LB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0421'3.4 MI E FROM KOKOMO.
 LB0421'3.4 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0421'FROM THE STATION AT KOKOMO, ABOUT 2 MILES WEST OF VERMONT, SET IN
 LB0421'THE SOUTHWEST QUARTER OF A BLACK TOP ROAD CROSSING, 23 FEET
 LB0421'SOUTH OF THE SOUTH RAIL OF THE TRACK, 26 FEET WEST OF THE CENTER
 LB0421'LINE OF THE COUNTY ROAD, 5 FEET NORTHWEST OF A FENCE CORNER,
 LB0421'ABOUT 2 POLES EAST OF POLE 177/30, ABOUT 1 FOOT ABOVE THE TRACK,
 LB0421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  MARK
 LB0421'MAY BE REACHED BY GOING ABOUT 3.4 MILES EAST ALONG A PAVED ROAD
 LB0421'(SYCAMORE STREET-PROLONGED), THENCE 0.15 MILE NORTH ALONG A
 LB0421'BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2169 ***********************************************************************
 JZ2169  DESIGNATION -  C 270
 JZ2169  PID         -  JZ2169
 JZ2169  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2169  COUNTRY     -  US
 JZ2169  USGS QUAD   -  GRAMMER (2019)
 JZ2169
 JZ2169                         *CURRENT SURVEY CONTROL
 JZ2169  ______________________________________________________________________
 JZ2169* NAD 83(1986) POSITION- 39 12 16.     (N) 085 43 30.     (W)   SCALED
 JZ2169* NAVD 88 ORTHO HEIGHT -   220.109 (meters)      722.14  (feet) ADJUSTED
 JZ2169  ______________________________________________________________________
 JZ2169  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ2169  DYNAMIC HEIGHT  -        219.973 (meters)      721.69  (feet) COMP
 JZ2169  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JZ2169
 JZ2169  VERT ORDER      -  SECOND    CLASS 0
 JZ2169
 JZ2169.The horizontal coordinates were scaled from a map and have
 JZ2169.an estimated accuracy of +/- 6 seconds.
 JZ2169
 JZ2169.The orthometric height was determined by differential leveling and
 JZ2169.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2169.in June 1991.
 JZ2169
 JZ2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2169.GEOID18 height accuracy estimate available here.
 JZ2169
 JZ2169.Click photographs - Photos may exist for this station.
 JZ2169
 JZ2169.The dynamic height is computed by dividing the NAVD 88
 JZ2169.geopotential number by the normal gravity value computed on the
 JZ2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2169.degrees latitude (g = 980.6199 gals.).
 JZ2169
 JZ2169.The modeled gravity was interpolated from observed gravity values.
 JZ2169
 JZ2169;                    North         East    Units  Estimated Accuracy
 JZ2169;SPC IN E     -   439,190.       94,960.      MT  (+/- 180 meters Scaled)
 JZ2169
 JZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ100402(NAD 83)
 JZ2169
 JZ2169                          SUPERSEDED SURVEY CONTROL
 JZ2169
 JZ2169  NGVD 29 (??/??/92)  220.228  (m)          722.53   (f) ADJ UNCH    2 0
 JZ2169
 JZ2169.Superseded values are not recommended for survey control.
 JZ2169
 JZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2169.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2169
 JZ2169_MARKER: DB = BENCH MARK DISK
 JZ2169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2169_SP_SET: BRIDGE
 JZ2169_STAMPING: C 270 1947
 JZ2169_MARK LOGO: CGS
 JZ2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2169
 JZ2169  HISTORY     - Date     Condition        Report By
 JZ2169  HISTORY     - 1947     MONUMENTED       CGS
 JZ2169
 JZ2169                          STATION DESCRIPTION
 JZ2169
 JZ2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2169'3 MI SE FROM NEWBERN.
 JZ2169'ABOUT 1.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2169'NEWBERN, THENCE ABOUT 1.15 MILE EAST AND 0.4 MILE SOUTH ALONG
 JZ2169'COUNTY ROADS, SET IN THE TOP OF THE NORTHWEST WING WALL OF A
 JZ2169'30-FOOT CONCRETE BRIDGE OVER LITTLE SAND CREEK, 11 FEET WEST
 JZ2169'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE WEST CONCRETE
 JZ2169'BANISTER, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2086 ***********************************************************************
 JZ2086  DESIGNATION -  C 271
 JZ2086  PID         -  JZ2086
 JZ2086  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2086  COUNTRY     -  US
 JZ2086  USGS QUAD   -  EDINBURGH (2019)
 JZ2086
 JZ2086                         *CURRENT SURVEY CONTROL
 JZ2086  ______________________________________________________________________
 JZ2086* NAD 83(1986) POSITION- 39 15 19.     (N) 085 53 49.     (W)   SCALED
 JZ2086* NAVD 88 ORTHO HEIGHT -   197.810 (meters)      648.98  (feet) ADJUSTED
 JZ2086  ______________________________________________________________________
 JZ2086  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 JZ2086  DYNAMIC HEIGHT  -        197.689 (meters)      648.58  (feet) COMP
 JZ2086  MODELED GRAVITY -    980,011.5   (mgal)                       NAVD 88
 JZ2086
 JZ2086  VERT ORDER      -  SECOND    CLASS 0
 JZ2086
 JZ2086.This mark is at Columbus Airport (BAK)
 JZ2086
 JZ2086.The horizontal coordinates were scaled from a map and have
 JZ2086.an estimated accuracy of +/- 6 seconds.
 JZ2086
 JZ2086.The orthometric height was determined by differential leveling and
 JZ2086.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2086.in June 1991.
 JZ2086
 JZ2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2086.GEOID18 height accuracy estimate available here.
 JZ2086
 JZ2086.Click photographs - Photos may exist for this station.
 JZ2086
 JZ2086.The dynamic height is computed by dividing the NAVD 88
 JZ2086.geopotential number by the normal gravity value computed on the
 JZ2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2086.degrees latitude (g = 980.6199 gals.).
 JZ2086
 JZ2086.The modeled gravity was interpolated from observed gravity values.
 JZ2086
 JZ2086;                    North         East    Units  Estimated Accuracy
 JZ2086;SPC IN E     -   444,860.       80,120.      MT  (+/- 180 meters Scaled)
 JZ2086
 JZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ951456(NAD 83)
 JZ2086
 JZ2086                          SUPERSEDED SURVEY CONTROL
 JZ2086
 JZ2086  NGVD 29 (??/??/92)  197.93   (m)          649.4    (f) COMPUTED    2 0
 JZ2086
 JZ2086.Superseded values are not recommended for survey control.
 JZ2086
 JZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2086.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2086
 JZ2086_MARKER: DB = BENCH MARK DISK
 JZ2086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2086_SP_SET: CONTROL TOWER CONCRETE BASE
 JZ2086_STAMPING: C 271 1947
 JZ2086_MARK LOGO: CGS
 JZ2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2086
 JZ2086  HISTORY     - Date     Condition        Report By
 JZ2086  HISTORY     - 1947     MONUMENTED       CGS
 JZ2086  HISTORY     - 20120617 MARK NOT FOUND   WOOLPT
 JZ2086
 JZ2086                          STATION DESCRIPTION
 JZ2086
 JZ2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2086'4.2 MI N FROM COLUMBUS.
 JZ2086'ABOUT 3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2086'STATION AT COLUMBUS, THENCE ABOUT 1.25 MILES NORTH ALONG A BLACK
 JZ2086'TOP ROAD, AT THE ATTERBURY ARMY AIR BASE, SET IN THE TOP OF THE
 JZ2086'NORTHEAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE
 JZ2086'CONTROL TOWER, 49.7 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 JZ2086'PARKING APRON, 33 FEET WEST OF THE WEST EDGE OF THE CONCRETE DRIVE
 JZ2086'TO THE FIRE STATION AND SET IN A DRILL HOLE.
 JZ2086
 JZ2086                          STATION RECOVERY (2012)
 JZ2086
 JZ2086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 JZ2086'A MARK LABELED --C 271 RESET 1953-- RESTS IN PLACE OF THE PROPOSED
 JZ2086'LOCATION OF C 271.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2087 ***********************************************************************
 JZ2087  DESIGNATION -  C 271 RESET
 JZ2087  PID         -  JZ2087
 JZ2087  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2087  COUNTRY     -  US
 JZ2087  USGS QUAD   -  EDINBURGH (2019)
 JZ2087
 JZ2087                         *CURRENT SURVEY CONTROL
 JZ2087  ______________________________________________________________________
 JZ2087* NAD 83(1986) POSITION- 39 15 19.     (N) 085 53 49.     (W)   SCALED
 JZ2087* NAVD 88 ORTHO HEIGHT -   198.20  (meters)      650.3   (feet) RESET
 JZ2087  ______________________________________________________________________
 JZ2087  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 JZ2087  VERT ORDER      -  THIRD
 JZ2087
 JZ2087.This mark is at Columbus Airport (BAK)
 JZ2087
 JZ2087.The horizontal coordinates were scaled from a map and have
 JZ2087.an estimated accuracy of +/- 6 seconds.
 JZ2087
 JZ2087.The orthometric height was computed from unverified reset data.
 JZ2087
 JZ2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2087.GEOID18 height accuracy estimate available here.
 JZ2087
 JZ2087.Click photographs - Photos may exist for this station.
 JZ2087
 JZ2087;                    North         East    Units  Estimated Accuracy
 JZ2087;SPC IN E     -   444,860.       80,120.      MT  (+/- 180 meters Scaled)
 JZ2087
 JZ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ951456(NAD 83)
 JZ2087
 JZ2087                          SUPERSEDED SURVEY CONTROL
 JZ2087
 JZ2087  NGVD 29 (??/??/??)  198.32   (m)          650.7    (f) RESET       3  
 JZ2087
 JZ2087.Superseded values are not recommended for survey control.
 JZ2087
 JZ2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2087.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2087
 JZ2087_MARKER: DB = BENCH MARK DISK
 JZ2087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2087_SP_SET: CONTROL TOWER CONCRETE BASE
 JZ2087_STAMPING: C 271 RESET 1953
 JZ2087_MARK LOGO: CGS
 JZ2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2087+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2012
 JZ2087
 JZ2087  HISTORY     - Date     Condition        Report By
 JZ2087  HISTORY     - 1953     MONUMENTED       USACE
 JZ2087  HISTORY     - 20120615 GOOD             WOOLPT
 JZ2087
 JZ2087                          STATION DESCRIPTION
 JZ2087
 JZ2087'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1953
 JZ2087'4.2 MI N FROM COLUMBUS.
 JZ2087'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JZ2087'AT COLUMBUS, BARTHOLOMEW COUNTY, THENCE 1.25 MILES NORTH ALONG
 JZ2087'A BLACK-TOP ROAD, AT ATTERBURY AIR FORCE BASE, 49.3 FEET SOUTH
 JZ2087'OF THE SOUTH EDGE OF THE CONCRETE PARKING APRON, 83.3 FEET WEST
 JZ2087'OF THE WEST EDGE OF THE CONCRETE DRIVE TO THE FIRE STATION, AT THE
 JZ2087'CONTROL TOWER, AND IN THE TOP OF THE NORTHEAST CORNER OF THE
 JZ2087'CONCRETE BASE.
 JZ2087
 JZ2087                          STATION RECOVERY (2012)
 JZ2087
 JZ2087'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 JZ2087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1844 ***********************************************************************
 JZ1844  DESIGNATION -  C 272 RESET
 JZ1844  PID         -  JZ1844
 JZ1844  STATE/COUNTY-  IN/DECATUR
 JZ1844  COUNTRY     -  US
 JZ1844  USGS QUAD   -  GREENSBURG (2019)
 JZ1844
 JZ1844                         *CURRENT SURVEY CONTROL
 JZ1844  ______________________________________________________________________
 JZ1844* NAD 83(1986) POSITION- 39 19 59.     (N) 085 28 26.     (W)   SCALED
 JZ1844* NAVD 88 ORTHO HEIGHT -   289.31  (meters)      949.2   (feet) RESET
 JZ1844  ______________________________________________________________________
 JZ1844  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1844  VERT ORDER      -  THIRD
 JZ1844
 JZ1844.The horizontal coordinates were scaled from a map and have
 JZ1844.an estimated accuracy of +/- 6 seconds.
 JZ1844
 JZ1844.The orthometric height was computed from unverified reset data.
 JZ1844
 JZ1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1844.GEOID18 height accuracy estimate available here.
 JZ1844
 JZ1844.Click photographs - Photos may exist for this station.
 JZ1844
 JZ1844;                    North         East    Units  Estimated Accuracy
 JZ1844;SPC IN E     -   453,490.      116,620.      MT  (+/- 180 meters Scaled)
 JZ1844
 JZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315548(NAD 83)
 JZ1844
 JZ1844                          SUPERSEDED SURVEY CONTROL
 JZ1844
 JZ1844.No superseded survey control is available for this station.
 JZ1844
 JZ1844_MARKER: DB = BENCH MARK DISK
 JZ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1844_STAMPING: C 272 RESET 1971
 JZ1844_MARK LOGO: CGS
 JZ1844_PROJECTION: RECESSED 13 CENTIMETERS
 JZ1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1844+STABILITY: SURFACE MOTION
 JZ1844
 JZ1844  HISTORY     - Date     Condition        Report By
 JZ1844  HISTORY     - 1971     MONUMENTED       NGS
 JZ1844  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1844
 JZ1844                          STATION DESCRIPTION
 JZ1844
 JZ1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JZ1844'AT GREENSBURG.
 JZ1844'ABOUT 0.9 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JZ1844'STATION AT GREENSBURG AT THE CROSSING OF WILDER STREET, 18 FEET
 JZ1844'NORTH OF THE NORTH RAIL OF RAILROAD, 15 FEET WEST OF CROSSING
 JZ1844'SIGNAL, 14 FEET SOUTHWEST OF A POWER POLE, 31 FEET WEST OF
 JZ1844'CENTERLINE OF WILDER STREET, 22 FEET SOUTHEAST OF THE SOUTHEAST
 JZ1844'CORNER OF CONCRETE SLAB OF CARPORT OF HOUSE AT 107 WILDER
 JZ1844'STREET, 18 FEET SOUTH OF CENTERLINE OF DRIVEWAY, SET IN THE
 JZ1844'TOP OF A SQUARE CONCRETE POST ABOUT 5 INCHES UNDERGROUND.
 JZ1844
 JZ1844                          STATION RECOVERY (1986)
 JZ1844
 JZ1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1844'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0555 ***********************************************************************
 JZ0555  DESIGNATION -  C 273
 JZ0555  PID         -  JZ0555
 JZ0555  STATE/COUNTY-  IN/DEARBORN
 JZ0555  COUNTRY     -  US
 JZ0555  USGS QUAD   -  GUILFORD (2019)
 JZ0555
 JZ0555                         *CURRENT SURVEY CONTROL
 JZ0555  ______________________________________________________________________
 JZ0555* NAD 83(1986) POSITION- 39 10 37.     (N) 084 58 58.     (W)   SCALED
 JZ0555* NAVD 88 ORTHO HEIGHT -   204.225 (meters)      670.03  (feet) ADJUSTED
 JZ0555  ______________________________________________________________________
 JZ0555  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 JZ0555  DYNAMIC HEIGHT  -        204.097 (meters)      669.61  (feet) COMP
 JZ0555  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 JZ0555
 JZ0555  VERT ORDER      -  FIRST     CLASS II
 JZ0555
 JZ0555.The horizontal coordinates were scaled from a map and have
 JZ0555.an estimated accuracy of +/- 6 seconds.
 JZ0555
 JZ0555.The orthometric height was determined by differential leveling and
 JZ0555.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0555.in June 1991.
 JZ0555
 JZ0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0555.GEOID18 height accuracy estimate available here.
 JZ0555
 JZ0555.Click photographs - Photos may exist for this station.
 JZ0555
 JZ0555.The dynamic height is computed by dividing the NAVD 88
 JZ0555.geopotential number by the normal gravity value computed on the
 JZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0555.degrees latitude (g = 980.6199 gals.).
 JZ0555
 JZ0555.The modeled gravity was interpolated from observed gravity values.
 JZ0555
 JZ0555;                    North         East    Units  Estimated Accuracy
 JZ0555;SPC IN E     -   436,360.      159,090.      MT  (+/- 180 meters Scaled)
 JZ0555
 JZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ742383(NAD 83)
 JZ0555
 JZ0555                          SUPERSEDED SURVEY CONTROL
 JZ0555
 JZ0555  NGVD 29 (??/??/92)  204.420  (m)          670.67   (f) ADJ UNCH    1 2
 JZ0555
 JZ0555.Superseded values are not recommended for survey control.
 JZ0555
 JZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0555.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0555
 JZ0555_MARKER: DB = BENCH MARK DISK
 JZ0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0555_SP_SET: CULVERT WINGWALL
 JZ0555_STAMPING: C 273 1947
 JZ0555_MARK LOGO: CGS
 JZ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0555+STABILITY: SURFACE MOTION
 JZ0555
 JZ0555  HISTORY     - Date     Condition        Report By
 JZ0555  HISTORY     - 1947     MONUMENTED       CGS
 JZ0555  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0555
 JZ0555                          STATION DESCRIPTION
 JZ0555
 JZ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0555'4.4 MI NW FROM GUILFORD.
 JZ0555'4.4 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0555'THE STATION AT GUILFORD, ABOUT 4.55 MILES SOUTHEAST OF THE
 JZ0555'STATION AT WEISBURG, ABOUT 0.9 MILE NORTHWEST OF THE ABANDONED
 JZ0555'STATION AT BONNELL, SET IN THE TOP OF THE TOP STEP OF THE WEST
 JZ0555'CONCRETE WING WALL OF RAILROAD CULVERT NO. 215, 16 FEET SOUTHWEST
 JZ0555'OF THE SOUTHWEST RAIL AND ABOUT 8 FEET BELOW THE TRACK.
 JZ0555'NOTE-- MARK IS APT TO BE COVERED WITH CINDERS IN THE FUTURE.
 JZ0555
 JZ0555                          STATION RECOVERY (1986)
 JZ0555
 JZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0927 ***********************************************************************
 JZ0927  DESIGNATION -  C 274
 JZ0927  PID         -  JZ0927
 JZ0927  STATE/COUNTY-  IN/FRANKLIN
 JZ0927  COUNTRY     -  US
 JZ0927  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0927
 JZ0927                         *CURRENT SURVEY CONTROL
 JZ0927  ______________________________________________________________________
 JZ0927* NAD 83(1986) POSITION- 39 18 53.     (N) 084 54 21.     (W)   SCALED
 JZ0927* NAVD 88 ORTHO HEIGHT -   173.303 (meters)      568.58  (feet) ADJUSTED
 JZ0927  ______________________________________________________________________
 JZ0927  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 JZ0927  DYNAMIC HEIGHT  -        173.198 (meters)      568.23  (feet) COMP
 JZ0927  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 JZ0927
 JZ0927  VERT ORDER      -  SECOND    CLASS 0
 JZ0927
 JZ0927.The horizontal coordinates were scaled from a map and have
 JZ0927.an estimated accuracy of +/- 6 seconds.
 JZ0927
 JZ0927.The orthometric height was determined by differential leveling and
 JZ0927.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0927.in June 1991.
 JZ0927
 JZ0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0927.GEOID18 height accuracy estimate available here.
 JZ0927
 JZ0927.Click photographs - Photos may exist for this station.
 JZ0927
 JZ0927.The dynamic height is computed by dividing the NAVD 88
 JZ0927.geopotential number by the normal gravity value computed on the
 JZ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0927.degrees latitude (g = 980.6199 gals.).
 JZ0927
 JZ0927.The modeled gravity was interpolated from observed gravity values.
 JZ0927
 JZ0927;                    North         East    Units  Estimated Accuracy
 JZ0927;SPC IN E     -   451,710.      165,610.      MT  (+/- 180 meters Scaled)
 JZ0927
 JZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ805537(NAD 83)
 JZ0927
 JZ0927                          SUPERSEDED SURVEY CONTROL
 JZ0927
 JZ0927  NGVD 29 (??/??/92)  173.486  (m)          569.18   (f) ADJ UNCH    2 0
 JZ0927
 JZ0927.Superseded values are not recommended for survey control.
 JZ0927
 JZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0927.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0927
 JZ0927_MARKER: DB = BENCH MARK DISK
 JZ0927_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0927_SP_SET: BRIDGE WINGWALL
 JZ0927_STAMPING: C 274 1947
 JZ0927_MARK LOGO: CGS
 JZ0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0927
 JZ0927  HISTORY     - Date     Condition        Report By
 JZ0927  HISTORY     - 1947     MONUMENTED       CGS
 JZ0927  HISTORY     - 19910731 MARK NOT FOUND   LOCENG
 JZ0927
 JZ0927                          STATION DESCRIPTION
 JZ0927
 JZ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0927'0.5 MI NW FROM NEW TRENTON.
 JZ0927'0.25 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ0927'NEW TRENTON, THENCE ABOUT 0.25 MILE WEST ALONG A COUNTY ROAD,
 JZ0927'SET IN THE TOP OF THE NORTH CONCRETE WING WALL AT THE NORTHWEST
 JZ0927'END OF THE 3-SPAN STEEL BRIDGE OVER WHITEWATER RIVER, 12.5 FEET
 JZ0927'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 JZ0927
 JZ0927                          STATION RECOVERY (1991)
 JZ0927
 JZ0927'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 JZ0927'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0105 ***********************************************************************
 HB0105  DESIGNATION -  C 275
 HB0105  PID         -  HB0105
 HB0105  STATE/COUNTY-  IN/POSEY
 HB0105  COUNTRY     -  US
 HB0105  USGS QUAD   -  WABASH ISLAND (2019)
 HB0105
 HB0105                         *CURRENT SURVEY CONTROL
 HB0105  ______________________________________________________________________
 HB0105* NAD 83(1986) POSITION- 37 51 05.     (N) 088 00 58.     (W)   SCALED
 HB0105* NAVD 88 ORTHO HEIGHT -   110.237 (meters)      361.67  (feet) ADJUSTED
 HB0105  ______________________________________________________________________
 HB0105  GEOID HEIGHT    -        -30.299 (meters)                     GEOID18
 HB0105  DYNAMIC HEIGHT  -        110.162 (meters)      361.42  (feet) COMP
 HB0105  MODELED GRAVITY -    979,943.7   (mgal)                       NAVD 88
 HB0105
 HB0105  VERT ORDER      -  FIRST     CLASS II
 HB0105
 HB0105.The horizontal coordinates were scaled from a map and have
 HB0105.an estimated accuracy of +/- 6 seconds.
 HB0105
 HB0105.The orthometric height was determined by differential leveling and
 HB0105.adjusted by the NATIONAL GEODETIC SURVEY
 HB0105.in June 1991.
 HB0105
 HB0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0105.GEOID18 height accuracy estimate available here.
 HB0105
 HB0105.Click photographs - Photos may exist for this station.
 HB0105
 HB0105.The dynamic height is computed by dividing the NAVD 88
 HB0105.geopotential number by the normal gravity value computed on the
 HB0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0105.degrees latitude (g = 980.6199 gals.).
 HB0105
 HB0105.The modeled gravity was interpolated from observed gravity values.
 HB0105
 HB0105;                    North         East    Units  Estimated Accuracy
 HB0105;SPC IN W     -   289,410.      817,910.      MT  (+/- 180 meters Scaled)
 HB0105
 HB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG106898(NAD 83)
 HB0105
 HB0105                          SUPERSEDED SURVEY CONTROL
 HB0105
 HB0105  NGVD 29 (11/26/84)  110.342  (m)          362.01   (f) ADJUSTED    1 2
 HB0105
 HB0105.Superseded values are not recommended for survey control.
 HB0105
 HB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0105.See file dsdata.pdf to determine how the superseded data were derived.
 HB0105
 HB0105_MARKER: DB = BENCH MARK DISK
 HB0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0105_STAMPING: C 275 1954
 HB0105_MARK LOGO: CGS
 HB0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0105+STABILITY: SURFACE MOTION
 HB0105
 HB0105  HISTORY     - Date     Condition        Report By
 HB0105  HISTORY     - 1954     MONUMENTED       CGS
 HB0105
 HB0105                          STATION DESCRIPTION
 HB0105
 HB0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0105'10.2 MI SW FROM PRAIRIE.
 HB0105'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0105'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST, ABOUT 1.4
 HB0105'MILES SOUTH AND SOUTHWEST, ABOUT 1.5 MILES WEST AND SOUTH, ABOUT
 HB0105'0.95 MILE WEST, ABOUT 1.5 MILES SOUTH, ABOUT 0.95 MILE EAST AND
 HB0105'ABOUT 0.25 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.35 MILE NORTH
 HB0105'OF JUNCTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, AT A CROSSROAD,
 HB0105'22 FEET EAST OF CENTER LINE OF ROAD, 26 FEET NORTH OF CENTER LINE
 HB0105'OF ROAD EAST, 49 1/2 FEET EAST AND ACROSS ROAD FROM A POWER POLE,
 HB0105'32 FEET NORTHEAST OF CENTER OF INTERSECTION, 12 3/4 FEET NORTHEAST
 HB0105'OF EAST END OF A 12-INCH METAL PIPE CULVERT UNDER ROAD NORTH, 32 1/2
 HB0105'FEET WEST-NORTHWEST OF NORTH END OF AN 18-INCH METAL PIPE CULVERT
 HB0105'UNDER ROAD EAST, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HB0105'ABOUT 1 1/2 FEET ABOVE LEVEL OF INTERSECTION AND SET IN THE TOP
 HB0105'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2392 ***********************************************************************
 JZ2392  DESIGNATION -  C 276
 JZ2392  PID         -  JZ2392
 JZ2392  STATE/COUNTY-  IN/HENRY
 JZ2392  COUNTRY     -  US
 JZ2392  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2392
 JZ2392                         *CURRENT SURVEY CONTROL
 JZ2392  ______________________________________________________________________
 JZ2392* NAD 83(1986) POSITION- 39 48 31.     (N) 085 31 45.     (W)   SCALED
 JZ2392* NAVD 88 ORTHO HEIGHT -   295.372 (meters)      969.07  (feet) ADJUSTED
 JZ2392  ______________________________________________________________________
 JZ2392  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 JZ2392  DYNAMIC HEIGHT  -        295.204 (meters)      968.52  (feet) COMP
 JZ2392  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 JZ2392
 JZ2392  VERT ORDER      -  SECOND    CLASS 0
 JZ2392
 JZ2392.The horizontal coordinates were scaled from a map and have
 JZ2392.an estimated accuracy of +/- 6 seconds.
 JZ2392
 JZ2392.The orthometric height was determined by differential leveling and
 JZ2392.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2392.in June 1991.
 JZ2392
 JZ2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2392.GEOID18 height accuracy estimate available here.
 JZ2392
 JZ2392.Click photographs - Photos may exist for this station.
 JZ2392
 JZ2392.The dynamic height is computed by dividing the NAVD 88
 JZ2392.geopotential number by the normal gravity value computed on the
 JZ2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2392.degrees latitude (g = 980.6199 gals.).
 JZ2392
 JZ2392.The modeled gravity was interpolated from observed gravity values.
 JZ2392
 JZ2392;                    North         East    Units  Estimated Accuracy
 JZ2392;SPC IN E     -   506,280.      111,770.      MT  (+/- 180 meters Scaled)
 JZ2392
 JZ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK259075(NAD 83)
 JZ2392
 JZ2392                          SUPERSEDED SURVEY CONTROL
 JZ2392
 JZ2392  NGVD 29 (??/??/92)  295.498  (m)          969.48   (f) ADJ UNCH    2 0
 JZ2392
 JZ2392.Superseded values are not recommended for survey control.
 JZ2392
 JZ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2392.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2392
 JZ2392_MARKER: DB = BENCH MARK DISK
 JZ2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2392_STAMPING: C 276 1947
 JZ2392_MARK LOGO: CGS
 JZ2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2392+STABILITY: SURFACE MOTION
 JZ2392
 JZ2392  HISTORY     - Date     Condition        Report By
 JZ2392  HISTORY     - 1947     MONUMENTED       CGS
 JZ2392
 JZ2392                          STATION DESCRIPTION
 JZ2392
 JZ2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2392'0.8 MI N FROM KNIGHTSTOWN.
 JZ2392'ABOUT 0.8 MILE NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2392'AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN, AT AN
 JZ2392'EAST-WEST GRAVEL ROAD CROSSING, 45 FEET WEST OF THE WEST RAIL
 JZ2392'OF THE TRACK, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10
 JZ2392'FEET NORTHWEST OF POWER LINE GUY POLE NUMBER 811, 1.5 FEET EAST
 JZ2392'OF THE RIGHT-OF-WAY FENCE LINE, 8.5 FEET NORTH OF A CONCRETE
 JZ2392'CORNER FENCE POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ2392'2.5 FEET ABOVE TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2392'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1466 ***********************************************************************
 JZ1466  DESIGNATION -  C 277 RESET
 JZ1466  PID         -  JZ1466
 JZ1466  STATE/COUNTY-  IN/WAYNE
 JZ1466  COUNTRY     -  US
 JZ1466  USGS QUAD   -  NEW PARIS (2016)
 JZ1466
 JZ1466                         *CURRENT SURVEY CONTROL
 JZ1466  ______________________________________________________________________
 JZ1466* NAD 83(1986) POSITION- 39 46 18.1    (N) 084 51 18.8    (W)   HD_HELD2
 JZ1466* NAVD 88 ORTHO HEIGHT -   341.79  (meters)     1121.4   (feet) RESET
 JZ1466  ______________________________________________________________________
 JZ1466  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 JZ1466  VERT ORDER      -  THIRD
 JZ1466
 JZ1466.The horizontal coordinates were established by autonomous hand held GPS
 JZ1466.observations and have an estimated accuracy of +/- 10 meters.
 JZ1466
 JZ1466.The orthometric height was computed from unverified reset data.
 JZ1466
 JZ1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1466.GEOID18 height accuracy estimate available here.
 JZ1466
 JZ1466.Click photographs - Photos may exist for this station.
 JZ1466
 JZ1466;                    North         East    Units  Estimated Accuracy
 JZ1466;SPC IN E     -   502,484.      169,521.      MT  (+/- 10 meters HH2 GPS)
 JZ1466
 JZ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8369304618(NAD 83)
 JZ1466
 JZ1466                          SUPERSEDED SURVEY CONTROL
 JZ1466
 JZ1466.No superseded survey control is available for this station.
 JZ1466
 JZ1466_MARKER: DV = VERTICAL CONTROL DISK
 JZ1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1466_SP_SET: OVERPASS WINGWALL
 JZ1466_STAMPING: C 277 RESET 1973
 JZ1466_MARK LOGO: NGS
 JZ1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1466+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1466
 JZ1466  HISTORY     - Date     Condition        Report By
 JZ1466  HISTORY     - 1973     MONUMENTED       INHD
 JZ1466  HISTORY     - 20030506 GOOD             GEOCAC
 JZ1466  HISTORY     - 20180718 GOOD             MCA
 JZ1466
 JZ1466                          STATION DESCRIPTION
 JZ1466
 JZ1466'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1973
 JZ1466'2.2 MI N FROM BOSTON.
 JZ1466'2.2 MILES NORTH ALONG STATE ROAD 227 FROM ITS INTERSECTION WITH
 JZ1466'STATE ROAD 122 IN BOSTON IN TOP OF SOUTHEAST WING WALL OF A
 JZ1466'HIGHWAY OVERPASS OVER THE C AND O RAILROAD, 17 FEET NORTHEAST
 JZ1466'OF THE CENTERLINE OF STATE ROAD 227.
 JZ1466
 JZ1466                          STATION RECOVERY (2003)
 JZ1466
 JZ1466'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1466'RECOVERED IN GOOD CONDITION.
 JZ1466
 JZ1466                          STATION RECOVERY (2018)
 JZ1466
 JZ1466'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0216 ***********************************************************************
 JA0216  DESIGNATION -  C 279
 JA0216  PID         -  JA0216
 JA0216  STATE/COUNTY-  IN/WASHINGTON
 JA0216  COUNTRY     -  US
 JA0216  USGS QUAD   -  SALEM (2019)
 JA0216
 JA0216                         *CURRENT SURVEY CONTROL
 JA0216  ______________________________________________________________________
 JA0216* NAD 83(1986) POSITION- 38 36 08.     (N) 086 02 33.     (W)   SCALED
 JA0216* NAVD 88 ORTHO HEIGHT -   246.703 (meters)      809.39  (feet) ADJUSTED
 JA0216  ______________________________________________________________________
 JA0216  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 JA0216  DYNAMIC HEIGHT  -        246.537 (meters)      808.85  (feet) COMP
 JA0216  MODELED GRAVITY -    979,949.9   (mgal)                       NAVD 88
 JA0216
 JA0216  VERT ORDER      -  FIRST     CLASS II
 JA0216
 JA0216.The horizontal coordinates were scaled from a map and have
 JA0216.an estimated accuracy of +/- 6 seconds.
 JA0216
 JA0216.The orthometric height was determined by differential leveling and
 JA0216.adjusted by the NATIONAL GEODETIC SURVEY
 JA0216.in June 1991.
 JA0216
 JA0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0216.GEOID18 height accuracy estimate available here.
 JA0216
 JA0216.Click photographs - Photos may exist for this station.
 JA0216
 JA0216.The dynamic height is computed by dividing the NAVD 88
 JA0216.geopotential number by the normal gravity value computed on the
 JA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0216.degrees latitude (g = 980.6199 gals.).
 JA0216
 JA0216.The modeled gravity was interpolated from observed gravity values.
 JA0216
 JA0216;                    North         East    Units  Estimated Accuracy
 JA0216;SPC IN E     -   372,410.       67,260.      MT  (+/- 180 meters Scaled)
 JA0216
 JA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH833730(NAD 83)
 JA0216
 JA0216                          SUPERSEDED SURVEY CONTROL
 JA0216
 JA0216  NGVD 29 (??/??/92)  246.820  (m)          809.78   (f) ADJ UNCH    1 2
 JA0216
 JA0216.Superseded values are not recommended for survey control.
 JA0216
 JA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0216.See file dsdata.pdf to determine how the superseded data were derived.
 JA0216
 JA0216_MARKER: DB = BENCH MARK DISK
 JA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0216_STAMPING: C 279 1949
 JA0216_MARK LOGO: CGS
 JA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0216+STABILITY: SURFACE MOTION
 JA0216
 JA0216  HISTORY     - Date     Condition        Report By
 JA0216  HISTORY     - 1949     MONUMENTED       CGS
 JA0216  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0216
 JA0216                          STATION DESCRIPTION
 JA0216
 JA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0216'3.5 MI SE FROM SALEM.
 JA0216'ABOUT 3.5 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0216'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, AT A ROAD CROSSING,
 JA0216'49 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 31 FEET
 JA0216'SOUTH-SOUTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER
 JA0216'THE RAILWAY, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET
 JA0216'EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE
 JA0216'CORNER, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 2
 JA0216'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JA0216'CONCRETE POST PROJECTING 3 INCHES.
 JA0216
 JA0216                          STATION RECOVERY (2023)
 JA0216
 JA0216'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0804 ***********************************************************************
 JA0804  DESIGNATION -  C 280
 JA0804  PID         -  JA0804
 JA0804  STATE/COUNTY-  IN/GREENE
 JA0804  COUNTRY     -  US
 JA0804  USGS QUAD   -  OWENSBURG (2019)
 JA0804
 JA0804                         *CURRENT SURVEY CONTROL
 JA0804  ______________________________________________________________________
 JA0804* NAD 83(1986) POSITION- 38 56 05.     (N) 086 44 19.     (W)   SCALED
 JA0804* NAVD 88 ORTHO HEIGHT -   256.155 (meters)      840.40  (feet) ADJUSTED
 JA0804  ______________________________________________________________________
 JA0804  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 JA0804  DYNAMIC HEIGHT  -        255.994 (meters)      839.87  (feet) COMP
 JA0804  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 JA0804
 JA0804  VERT ORDER      -  FIRST     CLASS II
 JA0804
 JA0804.The horizontal coordinates were scaled from a map and have
 JA0804.an estimated accuracy of +/- 6 seconds.
 JA0804
 JA0804.The orthometric height was determined by differential leveling and
 JA0804.adjusted by the NATIONAL GEODETIC SURVEY
 JA0804.in June 1991.
 JA0804
 JA0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0804.GEOID18 height accuracy estimate available here.
 JA0804
 JA0804.Click photographs - Photos may exist for this station.
 JA0804
 JA0804.The dynamic height is computed by dividing the NAVD 88
 JA0804.geopotential number by the normal gravity value computed on the
 JA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0804.degrees latitude (g = 980.6199 gals.).
 JA0804
 JA0804.The modeled gravity was interpolated from observed gravity values.
 JA0804
 JA0804;                    North         East    Units  Estimated Accuracy
 JA0804;SPC IN W     -   409,310.      929,890.      MT  (+/- 180 meters Scaled)
 JA0804
 JA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ226095(NAD 83)
 JA0804
 JA0804                          SUPERSEDED SURVEY CONTROL
 JA0804
 JA0804  NGVD 29 (??/??/92)  256.273  (m)          840.79   (f) ADJ UNCH    1 2
 JA0804
 JA0804.Superseded values are not recommended for survey control.
 JA0804
 JA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0804.See file dsdata.pdf to determine how the superseded data were derived.
 JA0804
 JA0804_MARKER: DB = BENCH MARK DISK
 JA0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0804_STAMPING: C 280 1949
 JA0804_MARK LOGO: CGS
 JA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0804+STABILITY: SURFACE MOTION
 JA0804
 JA0804  HISTORY     - Date     Condition        Report By
 JA0804  HISTORY     - 1949     MONUMENTED       CGS
 JA0804
 JA0804                          STATION DESCRIPTION
 JA0804
 JA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0804'0.6 MI N FROM OWENSBURG.
 JA0804'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 JA0804'STATE HIGHWAY 45 AND THE PAVED ROAD LEADING EAST TO THE BUSINESS
 JA0804'SECTION OF OWENSBURG, 52 FEET EAST OF THE CENTER LINE OF THE
 JA0804'HIGHWAY, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 JA0804'ROCK HOUSE, 11 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A
 JA0804'FENCE LINE, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0804'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0804'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0115 ***********************************************************************
 JA0115  DESIGNATION -  C 281
 JA0115  PID         -  JA0115
 JA0115  STATE/COUNTY-  IN/LAWRENCE
 JA0115  COUNTRY     -  US
 JA0115  USGS QUAD   -  BEDFORD EAST (2019)
 JA0115
 JA0115                         *CURRENT SURVEY CONTROL
 JA0115  ______________________________________________________________________
 JA0115* NAD 83(1986) POSITION- 38 45 37.     (N) 086 29 55.     (W)   SCALED
 JA0115* NAVD 88 ORTHO HEIGHT -   205.984 (meters)      675.80  (feet) ADJUSTED
 JA0115  ______________________________________________________________________
 JA0115  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 JA0115  DYNAMIC HEIGHT  -        205.851 (meters)      675.36  (feet) COMP
 JA0115  MODELED GRAVITY -    979,979.4   (mgal)                       NAVD 88
 JA0115
 JA0115  VERT ORDER      -  FIRST     CLASS II
 JA0115
 JA0115.The horizontal coordinates were scaled from a map and have
 JA0115.an estimated accuracy of +/- 6 seconds.
 JA0115
 JA0115.The orthometric height was determined by differential leveling and
 JA0115.adjusted by the NATIONAL GEODETIC SURVEY
 JA0115.in June 1991.
 JA0115
 JA0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0115.GEOID18 height accuracy estimate available here.
 JA0115
 JA0115.Click photographs - Photos may exist for this station.
 JA0115
 JA0115.The dynamic height is computed by dividing the NAVD 88
 JA0115.geopotential number by the normal gravity value computed on the
 JA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0115.degrees latitude (g = 980.6199 gals.).
 JA0115
 JA0115.The modeled gravity was interpolated from observed gravity values.
 JA0115
 JA0115;                    North         East    Units  Estimated Accuracy
 JA0115;SPC IN W     -   390,050.      950,820.      MT  (+/- 180 meters Scaled)
 JA0115
 JA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435902(NAD 83)
 JA0115
 JA0115                          SUPERSEDED SURVEY CONTROL
 JA0115
 JA0115  NGVD 29 (??/??/92)  206.096  (m)          676.17   (f) ADJ UNCH    1 2
 JA0115
 JA0115.Superseded values are not recommended for survey control.
 JA0115
 JA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0115.See file dsdata.pdf to determine how the superseded data were derived.
 JA0115
 JA0115_MARKER: DB = BENCH MARK DISK
 JA0115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0115_SP_SET: BOX CULVERT HEADWALL
 JA0115_STAMPING: C 281 1949
 JA0115_MARK LOGO: CGS
 JA0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0115+STABILITY: SURFACE MOTION
 JA0115
 JA0115  HISTORY     - Date     Condition        Report By
 JA0115  HISTORY     - 1949     MONUMENTED       CGS
 JA0115  HISTORY     - 1967     GOOD             CGS
 JA0115
 JA0115                          STATION DESCRIPTION
 JA0115
 JA0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0115'2.6 MI NW FROM MITCHELL.
 JA0115'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37 AT THE
 JA0115'WEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 2.0 MILES TO
 JA0115'A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND GO WEST FOR
 JA0115'0.1 MILE TO THE CULVERT AND MARK ON THE LEFT.  ABOUT 1.7 MILES
 JA0115'NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD
 JA0115'FROM THE STATION AT MITCHELL, THENCE ABOUT 0.9 MILE WEST ALONG A
 JA0115'GRAVEL ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 JA0115'OF A 12 FOOT BOX CULVERT, 183 FEET WEST OF THE CENTER LINE OF
 JA0115'HIGHWAY 37, 10 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD
 JA0115'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1212 ***********************************************************************
 JA1212  DESIGNATION -  C 283
 JA1212  PID         -  JA1212
 JA1212  STATE/COUNTY-  IN/POSEY
 JA1212  COUNTRY     -  US
 JA1212  USGS QUAD   -  NEW HARMONY (2019)
 JA1212
 JA1212                         *CURRENT SURVEY CONTROL
 JA1212  ______________________________________________________________________
 JA1212* NAD 83(1986) POSITION- 38 07 48.     (N) 087 54 44.     (W)   SCALED
 JA1212* NAVD 88 ORTHO HEIGHT -   117.015 (meters)      383.91  (feet) ADJUSTED
 JA1212  ______________________________________________________________________
 JA1212  GEOID HEIGHT    -        -30.857 (meters)                     GEOID18
 JA1212  DYNAMIC HEIGHT  -        116.936 (meters)      383.65  (feet) COMP
 JA1212  MODELED GRAVITY -    979,954.3   (mgal)                       NAVD 88
 JA1212
 JA1212  VERT ORDER      -  FIRST     CLASS II
 JA1212
 JA1212.The horizontal coordinates were scaled from a map and have
 JA1212.an estimated accuracy of +/- 6 seconds.
 JA1212
 JA1212.The orthometric height was determined by differential leveling and
 JA1212.adjusted by the NATIONAL GEODETIC SURVEY
 JA1212.in June 1991.
 JA1212
 JA1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1212.GEOID18 height accuracy estimate available here.
 JA1212
 JA1212.Click photographs - Photos may exist for this station.
 JA1212
 JA1212.The dynamic height is computed by dividing the NAVD 88
 JA1212.geopotential number by the normal gravity value computed on the
 JA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1212.degrees latitude (g = 980.6199 gals.).
 JA1212
 JA1212.The modeled gravity was interpolated from observed gravity values.
 JA1212
 JA1212;                    North         East    Units  Estimated Accuracy
 JA1212;SPC IN W     -   320,250.      827,330.      MT  (+/- 180 meters Scaled)
 JA1212
 JA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH200206(NAD 83)
 JA1212
 JA1212                          SUPERSEDED SURVEY CONTROL
 JA1212
 JA1212  NGVD 29 (??/??/92)  117.137  (m)          384.31   (f) ADJ UNCH    1 2
 JA1212
 JA1212.Superseded values are not recommended for survey control.
 JA1212
 JA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1212.See file dsdata.pdf to determine how the superseded data were derived.
 JA1212
 JA1212_MARKER: DB = BENCH MARK DISK
 JA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1212_STAMPING: C 283 1954
 JA1212_MARK LOGO: CGS
 JA1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1212+STABILITY: SURFACE MOTION
 JA1212
 JA1212  HISTORY     - Date     Condition        Report By
 JA1212  HISTORY     - 1954     MONUMENTED       CGS
 JA1212
 JA1212                          STATION DESCRIPTION
 JA1212
 JA1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1212'1.2 MI E FROM NEW HARMONY.
 JA1212'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1212'NATIONAL BANK AT NEW HARMONY, AT THE JUNCTION OF A BLACK TOP
 JA1212'ROAD LEADING NORTH, 38 FEET SOUTH OF CENTER LINE OF HIGHWAY, 43
 JA1212'FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD NORTH, 118 1/2 FEET
 JA1212'NORTHEAST OF NORTHEAST CORNER OF A HOUSE OCCUPIED BY WILSON AND
 JA1212'WILSON, INCORPORATED - CONTRACTORS, 10 FEET SOUTHWEST OF A FENCE
 JA1212'CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 JA1212'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY
 JA1212'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1183 ***********************************************************************
 JA1183  DESIGNATION -  C 284
 JA1183  PID         -  JA1183
 JA1183  STATE/COUNTY-  IN/GIBSON
 JA1183  COUNTRY     -  US
 JA1183  USGS QUAD   -  KEENSBURG (2018)
 JA1183
 JA1183                         *CURRENT SURVEY CONTROL
 JA1183  ______________________________________________________________________
 JA1183* NAD 83(1986) POSITION- 38 16 10.69   (N) 087 51 45.21   (W)   HD_HELD1
 JA1183* NAVD 88 ORTHO HEIGHT -   117.740 (meters)      386.29  (feet) ADJUSTED
 JA1183  ______________________________________________________________________
 JA1183  GEOID HEIGHT    -        -31.071 (meters)                     GEOID18
 JA1183  DYNAMIC HEIGHT  -        117.663 (meters)      386.03  (feet) COMP
 JA1183  MODELED GRAVITY -    979,971.7   (mgal)                       NAVD 88
 JA1183
 JA1183  VERT ORDER      -  FIRST     CLASS II
 JA1183
 JA1183.The horizontal coordinates were determined by differentially corrected
 JA1183.hand held GPS observations or other comparable positioning techniques
 JA1183.and have an estimated accuracy of +/- 3 meters.
 JA1183
 JA1183.The orthometric height was determined by differential leveling and
 JA1183.adjusted by the NATIONAL GEODETIC SURVEY
 JA1183.in June 1991.
 JA1183
 JA1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1183.GEOID18 height accuracy estimate available here.
 JA1183
 JA1183.Click photographs - Photos may exist for this station.
 JA1183
 JA1183.The dynamic height is computed by dividing the NAVD 88
 JA1183.geopotential number by the normal gravity value computed on the
 JA1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1183.degrees latitude (g = 980.6199 gals.).
 JA1183
 JA1183.The modeled gravity was interpolated from observed gravity values.
 JA1183
 JA1183;                    North         East    Units  Estimated Accuracy
 JA1183;SPC IN W     -   335,709.6     831,811.9     MT  (+/- 3 meters HH1 GPS) 
 JA1183
 JA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2454736084(NAD 83)
 JA1183
 JA1183                          SUPERSEDED SURVEY CONTROL
 JA1183
 JA1183  NGVD 29 (??/??/92)  117.871  (m)          386.72   (f) ADJ UNCH    1 2
 JA1183
 JA1183.Superseded values are not recommended for survey control.
 JA1183
 JA1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1183.See file dsdata.pdf to determine how the superseded data were derived.
 JA1183
 JA1183_MARKER: DB = BENCH MARK DISK
 JA1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1183_SP_SET: BRIDGE
 JA1183_STAMPING: C 284 1954
 JA1183_MARK LOGO: CGS
 JA1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1183
 JA1183  HISTORY     - Date     Condition        Report By
 JA1183  HISTORY     - 1954     MONUMENTED       CGS
 JA1183
 JA1183                          STATION DESCRIPTION
 JA1183
 JA1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1183'2.2 MI SW FROM CROWLEYVILLE.
 JA1183'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE 90-FOOT
 JA1183'STEEL BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, AT THE JUNCTION
 JA1183'OF A GRAVEL ROAD NORTH, IN THE TOP OF THE EAST END OF THE NORTH
 JA1183'CONCRETE ABUTMENT OF A 58-FOOT STEEL SPAN BRIDGE OVER BIG
 JA1183'BAYOU ON ROAD NORTH, 9 1/2 FEET EAST OF CENTER LINE OF ROAD
 JA1183'NORTH, 158 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD AND
 JA1183'ABOUT LEVEL WITH ROAD NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1352 ***********************************************************************
 JA1352  DESIGNATION -  C 285
 JA1352  PID         -  JA1352
 JA1352  STATE/COUNTY-  IN/KNOX
 JA1352  COUNTRY     -  US
 JA1352  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1352
 JA1352                         *CURRENT SURVEY CONTROL
 JA1352  ______________________________________________________________________
 JA1352* NAD 83(1986) POSITION- 38 34 54.     (N) 087 37 40.     (W)   SCALED
 JA1352* NAVD 88 ORTHO HEIGHT -   126.830 (meters)      416.11  (feet) ADJUSTED
 JA1352  ______________________________________________________________________
 JA1352  GEOID HEIGHT    -        -31.549 (meters)                     GEOID18
 JA1352  DYNAMIC HEIGHT  -        126.752 (meters)      415.85  (feet) COMP
 JA1352  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA1352
 JA1352  VERT ORDER      -  FIRST     CLASS II
 JA1352
 JA1352.The horizontal coordinates were scaled from a map and have
 JA1352.an estimated accuracy of +/- 6 seconds.
 JA1352
 JA1352.The orthometric height was determined by differential leveling and
 JA1352.adjusted by the NATIONAL GEODETIC SURVEY
 JA1352.in June 1991.
 JA1352
 JA1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1352.GEOID18 height accuracy estimate available here.
 JA1352
 JA1352.Click photographs - Photos may exist for this station.
 JA1352
 JA1352.The dynamic height is computed by dividing the NAVD 88
 JA1352.geopotential number by the normal gravity value computed on the
 JA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1352.degrees latitude (g = 980.6199 gals.).
 JA1352
 JA1352.The modeled gravity was interpolated from observed gravity values.
 JA1352
 JA1352;                    North         East    Units  Estimated Accuracy
 JA1352;SPC IN W     -   370,200.      852,560.      MT  (+/- 180 meters Scaled)
 JA1352
 JA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH453705(NAD 83)
 JA1352
 JA1352                          SUPERSEDED SURVEY CONTROL
 JA1352
 JA1352  NGVD 29 (??/??/92)  126.964  (m)          416.55   (f) ADJ UNCH    1 2
 JA1352
 JA1352.Superseded values are not recommended for survey control.
 JA1352
 JA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1352.See file dsdata.pdf to determine how the superseded data were derived.
 JA1352
 JA1352_MARKER: DB = BENCH MARK DISK
 JA1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1352_STAMPING: C 285 1954
 JA1352_MARK LOGO: CGS
 JA1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1352+STABILITY: SURFACE MOTION
 JA1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1352+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2010
 JA1352
 JA1352  HISTORY     - Date     Condition        Report By
 JA1352  HISTORY     - 1954     MONUMENTED       CGS
 JA1352  HISTORY     - 20100104 GOOD             BERNAR
 JA1352
 JA1352                          STATION DESCRIPTION
 JA1352
 JA1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1352'0.5 MI NE FROM BEAL.
 JA1352'ABOUT 0.5 MILE NORTH AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JA1352'THE BAPTIST CHURCH AT BEAL, ABOUT 0.25 MILE NORTHEAST OF JUNCTION
 JA1352'OF A GRAVEL ROAD NORTH, ABOUT 0.25 MILE SOUTHWEST OF JUNCTION OF
 JA1352'A PAVED ROAD (NORTHWEST TO FERRY LANDING AT ST. FRANCISVILLE,
 JA1352'LAWRENCE COUNTY, ILLINOIS), 17 FEET NORTHWEST OF CENTER LINE OF
 JA1352'ROAD, 352 FEET SOUTHWEST OF THE SOUTH CORNER OF A CEMETERY, 84
 JA1352'FEET SOUTH OF SOUTH CORNER OF ARTHUR GOEHRING RESIDENCE, 12
 JA1352'FEET NORTHEAST OF POWER POLE NO. 608-695 WITH A TRANSFORMER, 4
 JA1352'FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN
 JA1352'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JA1352'CONCRETE POST PROJECTING 1 INCH.
 JA1352
 JA1352                          STATION RECOVERY (2010)
 JA1352
 JA1352'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2010 (MGB)
 JA1352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1117 ***********************************************************************
 ME1117  DESIGNATION -  C 286
 ME1117  PID         -  ME1117
 ME1117  STATE/COUNTY-  IN/NEWTON
 ME1117  COUNTRY     -  US
 ME1117  USGS QUAD   -  SCHNEIDER (2019)
 ME1117
 ME1117                         *CURRENT SURVEY CONTROL
 ME1117  ______________________________________________________________________
 ME1117* NAD 83(1986) POSITION- 41 08 42.     (N) 087 27 39.     (W)   SCALED
 ME1117* NAVD 88 ORTHO HEIGHT -   196.187 (meters)      643.66  (feet) ADJUSTED
 ME1117  ______________________________________________________________________
 ME1117  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 ME1117  DYNAMIC HEIGHT  -        196.104 (meters)      643.38  (feet) COMP
 ME1117  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME1117
 ME1117  VERT ORDER      -  SECOND    CLASS 0
 ME1117
 ME1117.The horizontal coordinates were scaled from a map and have
 ME1117.an estimated accuracy of +/- 6 seconds.
 ME1117
 ME1117.The orthometric height was determined by differential leveling and
 ME1117.adjusted by the NATIONAL GEODETIC SURVEY
 ME1117.in June 1991.
 ME1117
 ME1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1117.GEOID18 height accuracy estimate available here.
 ME1117
 ME1117.Click photographs - Photos may exist for this station.
 ME1117
 ME1117.The dynamic height is computed by dividing the NAVD 88
 ME1117.geopotential number by the normal gravity value computed on the
 ME1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1117.degrees latitude (g = 980.6199 gals.).
 ME1117
 ME1117.The modeled gravity was interpolated from observed gravity values.
 ME1117
 ME1117;                    North         East    Units  Estimated Accuracy
 ME1117;SPC IN W     -   654,730.      868,310.      MT  (+/- 180 meters Scaled)
 ME1117
 ME1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613549(NAD 83)
 ME1117
 ME1117                          SUPERSEDED SURVEY CONTROL
 ME1117
 ME1117  NGVD 29 (??/??/92)  196.274  (m)          643.94   (f) ADJ UNCH    2 0
 ME1117
 ME1117.Superseded values are not recommended for survey control.
 ME1117
 ME1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1117.See file dsdata.pdf to determine how the superseded data were derived.
 ME1117
 ME1117_MARKER: DB = BENCH MARK DISK
 ME1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1117_STAMPING: C 286 1954
 ME1117_MARK LOGO: CGS
 ME1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1117+STABILITY: SURFACE MOTION
 ME1117
 ME1117  HISTORY     - Date     Condition        Report By
 ME1117  HISTORY     - 1954     MONUMENTED       CGS
 ME1117
 ME1117                          STATION DESCRIPTION
 ME1117
 ME1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1117'3.8 MI SW FROM SCHNEIDER.
 ME1117'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING OF
 ME1117'THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, THENCE ABOUT 0.65
 ME1117'MILE WEST ALONG STATE HIGHWAY 10, AT LAKE VILLAGE AIRPORT, 51
 ME1117'FEET NORTH OF CENTER LINE OF HIGHWAY 10, 112 FEET EAST OF CENTER
 ME1117'LINE OF DRIVE TO AIRPORT, 1 FOOT SOUTHEAST OF SOUTHEAST CORNER
 ME1117'OF CONCRETE FOUNDATION OF QUONSET TYPE HANGAR BUILDING, ABOUT
 ME1117'2 FEET BELOW LEVEL OF HIGHWAY AND ABOUT LEVEL WITH HANGAR FLOOR
 ME1117'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1437 ***********************************************************************
 LB1437  DESIGNATION -  C 29
 LB1437  PID         -  LB1437
 LB1437  STATE/COUNTY-  IN/JASPER
 LB1437  COUNTRY     -  US
 LB1437  USGS QUAD   -  REMINGTON (2019)
 LB1437
 LB1437                         *CURRENT SURVEY CONTROL
 LB1437  ______________________________________________________________________
 LB1437* NAD 83(1986) POSITION- 40 45 38.     (N) 087 09 02.     (W)   SCALED
 LB1437* NAVD 88 ORTHO HEIGHT -   223.741 (meters)      734.06  (feet) ADJUSTED
 LB1437  ______________________________________________________________________
 LB1437  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LB1437  DYNAMIC HEIGHT  -        223.638 (meters)      733.72  (feet) COMP
 LB1437  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 LB1437
 LB1437  VERT ORDER      -  SECOND    CLASS 0
 LB1437
 LB1437.The horizontal coordinates were scaled from a map and have
 LB1437.an estimated accuracy of +/- 6 seconds.
 LB1437
 LB1437.The orthometric height was determined by differential leveling and
 LB1437.adjusted by the NATIONAL GEODETIC SURVEY
 LB1437.in June 1991.
 LB1437
 LB1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1437.GEOID18 height accuracy estimate available here.
 LB1437
 LB1437.Click photographs - Photos may exist for this station.
 LB1437
 LB1437.The dynamic height is computed by dividing the NAVD 88
 LB1437.geopotential number by the normal gravity value computed on the
 LB1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1437.degrees latitude (g = 980.6199 gals.).
 LB1437
 LB1437.The modeled gravity was interpolated from observed gravity values.
 LB1437
 LB1437;                    North         East    Units  Estimated Accuracy
 LB1437;SPC IN W     -   611,970.      894,320.      MT  (+/- 180 meters Scaled)
 LB1437
 LB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872121(NAD 83)
 LB1437
 LB1437                          SUPERSEDED SURVEY CONTROL
 LB1437
 LB1437  NGVD 29 (??/??/92)  223.817  (m)          734.31   (f) ADJ UNCH    2 0
 LB1437
 LB1437.Superseded values are not recommended for survey control.
 LB1437
 LB1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1437.See file dsdata.pdf to determine how the superseded data were derived.
 LB1437
 LB1437_MARKER: DB = BENCH MARK DISK
 LB1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1437_STAMPING: C 29 1934
 LB1437_MARK LOGO: CGS
 LB1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1437+STABILITY: SURFACE MOTION
 LB1437
 LB1437  HISTORY     - Date     Condition        Report By
 LB1437  HISTORY     - 1934     MONUMENTED       CGS
 LB1437  HISTORY     - 1960     MARK NOT FOUND   CGS
 LB1437  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1437  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1437  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1437
 LB1437                          STATION DESCRIPTION
 LB1437
 LB1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LB1437'AT REMINGTON.
 LB1437'AT REMINGTON, JASPER COUNTY, ON THE PENNSYLVANIA RAILROAD, 26
 LB1437'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, AT THE
 LB1437'WEST END OF A PARK, AT A STREET CROSSING, 54 FEET SOUTH OF THE J.P.
 LB1437'LUCAS HARDWARE STORE, 48 FEET EAST OF THE CENTERLINE OF THE
 LB1437'STREET, AND 12 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 LB1437'STAMPED C 29 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1437'3 INCHES ABOVE GROUND.
 LB1437
 LB1437                          STATION RECOVERY (2007)
 LB1437
 LB1437'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1437'MARK NOT FOUND.
 LB1437
 LB1437                          STATION RECOVERY (2008)
 LB1437
 LB1437'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1437'MARK NOT FOUND.
 LB1437
 LB1437                          STATION RECOVERY (2012)
 LB1437
 LB1437'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0616 ***********************************************************************
 HA0616  DESIGNATION -  C 291
 HA0616  PID         -  HA0616
 HA0616  STATE/COUNTY-  IN/WARRICK
 HA0616  COUNTRY     -  US
 HA0616  USGS QUAD   -  YANKEETOWN (2019)
 HA0616
 HA0616                         *CURRENT SURVEY CONTROL
 HA0616  ______________________________________________________________________
 HA0616* NAD 83(1986) POSITION- 37 54 20.     (N) 087 19 05.     (W)   SCALED
 HA0616* NAVD 88 ORTHO HEIGHT -   112.099 (meters)      367.78  (feet) ADJUSTED
 HA0616  ______________________________________________________________________
 HA0616  GEOID HEIGHT    -        -31.038 (meters)                     GEOID18
 HA0616  DYNAMIC HEIGHT  -        112.022 (meters)      367.53  (feet) COMP
 HA0616  MODELED GRAVITY -    979,939.1   (mgal)                       NAVD 88
 HA0616
 HA0616  VERT ORDER      -  FIRST     CLASS II
 HA0616
 HA0616.The horizontal coordinates were scaled from a map and have
 HA0616.an estimated accuracy of +/- 6 seconds.
 HA0616
 HA0616.The orthometric height was determined by differential leveling and
 HA0616.adjusted by the NATIONAL GEODETIC SURVEY
 HA0616.in June 1991.
 HA0616
 HA0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0616.GEOID18 height accuracy estimate available here.
 HA0616
 HA0616.Click photographs - Photos may exist for this station.
 HA0616
 HA0616.The dynamic height is computed by dividing the NAVD 88
 HA0616.geopotential number by the normal gravity value computed on the
 HA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0616.degrees latitude (g = 980.6199 gals.).
 HA0616
 HA0616.The modeled gravity was interpolated from observed gravity values.
 HA0616
 HA0616;                    North         East    Units  Estimated Accuracy
 HA0616;SPC IN W     -   295,040.      879,360.      MT  (+/- 180 meters Scaled)
 HA0616
 HA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG720953(NAD 83)
 HA0616
 HA0616                          SUPERSEDED SURVEY CONTROL
 HA0616
 HA0616  NGVD 29 (??/??/92)  112.188  (m)          368.07   (f) ADJ UNCH    1 2
 HA0616
 HA0616.Superseded values are not recommended for survey control.
 HA0616
 HA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0616.See file dsdata.pdf to determine how the superseded data were derived.
 HA0616
 HA0616_MARKER: DB = BENCH MARK DISK
 HA0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0616_STAMPING: C 291 1962
 HA0616_MARK LOGO: CGS
 HA0616_PROJECTION: FLUSH
 HA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0616
 HA0616  HISTORY     - Date     Condition        Report By
 HA0616  HISTORY     - 1962     MONUMENTED       CGS
 HA0616  HISTORY     - 1965     GOOD             CGS
 HA0616
 HA0616                          STATION DESCRIPTION
 HA0616
 HA0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0616'2.6 MI SW FROM YANKEETOWN.
 HA0616'ABOUT 0.55 MILE SOUTH ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0616'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.9 MILE SOUTH
 HA0616'ALONG A GRAVELED AND GRADED DIRT ROAD TO THE NORTH BANK OF THE
 HA0616'OHIO RIVER, THENCE 1.1 MILES NORTHWEST ALONG A TRACK ROAD WHICH
 HA0616'PARALLELS THE NORTH BANK OF THE OHIO RIVER, IN SECTION 16,
 HA0616'T 7 S, R 8 W, ABOUT 90 FEET NORTHEAST OF THE RIVER BANK, 24
 HA0616'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHWEST
 HA0616'OF THE MORE SOUTHEASTERLY OF 2 LARGE COTTONWOOD TREES, 8 1/2
 HA0616'FEET EAST OF THE MORE SOUTHEASTERLY OF 2 COTTONWOOD TREES, 1.8
 HA0616'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 HA0616'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 HA0616'THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 6-INCH
 HA0616'TILE THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1307 ***********************************************************************
 JA1307  DESIGNATION -  C 292
 JA1307  PID         -  JA1307
 JA1307  STATE/COUNTY-  IN/KNOX
 JA1307  COUNTRY     -  US
 JA1307  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1307
 JA1307                         *CURRENT SURVEY CONTROL
 JA1307  ______________________________________________________________________
 JA1307* NAD 83(1986) POSITION- 38 49 49.09   (N) 087 31 08.69   (W)   HD_HELD1
 JA1307* NAVD 88 ORTHO HEIGHT -   127.765 (meters)      419.18  (feet) ADJUSTED
 JA1307  ______________________________________________________________________
 JA1307  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 JA1307  DYNAMIC HEIGHT  -        127.688 (meters)      418.92  (feet) COMP
 JA1307  MODELED GRAVITY -    980,021.3   (mgal)                       NAVD 88
 JA1307
 JA1307  VERT ORDER      -  FIRST     CLASS II
 JA1307
 JA1307.The horizontal coordinates were determined by differentially corrected
 JA1307.hand held GPS observations or other comparable positioning techniques
 JA1307.and have an estimated accuracy of +/- 3 meters.
 JA1307
 JA1307.The orthometric height was determined by differential leveling and
 JA1307.adjusted by the NATIONAL GEODETIC SURVEY
 JA1307.in June 1991.
 JA1307
 JA1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1307.GEOID18 height accuracy estimate available here.
 JA1307
 JA1307.Click photographs - Photos may exist for this station.
 JA1307
 JA1307.The dynamic height is computed by dividing the NAVD 88
 JA1307.geopotential number by the normal gravity value computed on the
 JA1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1307.degrees latitude (g = 980.6199 gals.).
 JA1307
 JA1307.The modeled gravity was interpolated from observed gravity values.
 JA1307
 JA1307;                    North         East    Units  Estimated Accuracy
 JA1307;SPC IN W     -   397,748.4     862,164.0     MT  (+/- 3 meters HH1 GPS) 
 JA1307
 JA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5494498073(NAD 83)
 JA1307
 JA1307                          SUPERSEDED SURVEY CONTROL
 JA1307
 JA1307  NGVD 29 (??/??/92)  127.895  (m)          419.60   (f) ADJ UNCH    1 2
 JA1307
 JA1307.Superseded values are not recommended for survey control.
 JA1307
 JA1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1307.See file dsdata.pdf to determine how the superseded data were derived.
 JA1307
 JA1307_MARKER: DB = BENCH MARK DISK
 JA1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1307_STAMPING: C 292 1956
 JA1307_MARK LOGO: CGS
 JA1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1307+STABILITY: SURFACE MOTION
 JA1307
 JA1307  HISTORY     - Date     Condition        Report By
 JA1307  HISTORY     - 1956     MONUMENTED       CGS
 JA1307
 JA1307                          STATION DESCRIPTION
 JA1307
 JA1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1307'6.8 MI SW FROM OAKTOWN.
 JA1307'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1307'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1307'TOP ROAD, THENCE ABOUT 2.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 JA1307'ABOUT 0.85 MILE WEST ALONG A GRAVEL ROAD, IN SECTION 34, T.5 N.,
 JA1307'R.10 W., ON THE OUTSIDE OF A CURVE IN ROAD WITH TANGENTS EXTENDING
 JA1307'SOUTH ALONG LEVEE AND EAST, AND AT THE JUNCTION OF A FISHING
 JA1307'DRIVE LEADING WEST ACROSS LEVEE, AT FOOT AND ON LANDSIDE OF LEVEE,
 JA1307'24 FEET WEST OF CENTER LINE OF SOUTH TANGENT OF ROAD, 49 FEET
 JA1307'SOUTHWEST OF CENTER OF JUNCTION OF FISHING ROAD AND MAIN GRAVEL
 JA1307'ROAD, 55 FEET SOUTHEAST OF CENTER OF INTERSECTION OF FISHING
 JA1307'ROAD AND THE TOP OF LEVEE, 41 FEET SOUTH OF CENTER LINE OF
 JA1307'FISHING ROAD AND EXTENDED CENTER LINE OF EAST TANGENT OF GRAVEL
 JA1307'ROAD, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JA1307'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1109 ***********************************************************************
 KA1109  DESIGNATION -  C 293
 KA1109  PID         -  KA1109
 KA1109  STATE/COUNTY-  IN/VIGO
 KA1109  COUNTRY     -  US
 KA1109  USGS QUAD   -  TERRE HAUTE (2019)
 KA1109
 KA1109                         *CURRENT SURVEY CONTROL
 KA1109  ______________________________________________________________________
 KA1109* NAD 83(1986) POSITION- 39 27 47.     (N) 087 24 58.     (W)   SCALED
 KA1109* NAVD 88 ORTHO HEIGHT -   153.433 (meters)      503.39  (feet) ADJUSTED
 KA1109  ______________________________________________________________________
 KA1109  GEOID HEIGHT    -        -32.690 (meters)                     GEOID18
 KA1109  DYNAMIC HEIGHT  -        153.346 (meters)      503.10  (feet) COMP
 KA1109  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 KA1109
 KA1109  VERT ORDER      -  FIRST     CLASS II
 KA1109
 KA1109.The horizontal coordinates were scaled from a map and have
 KA1109.an estimated accuracy of +/- 6 seconds.
 KA1109
 KA1109.The orthometric height was determined by differential leveling and
 KA1109.adjusted by the NATIONAL GEODETIC SURVEY
 KA1109.in June 1991.
 KA1109
 KA1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1109.GEOID18 height accuracy estimate available here.
 KA1109
 KA1109.Click photographs - Photos may exist for this station.
 KA1109
 KA1109.The dynamic height is computed by dividing the NAVD 88
 KA1109.geopotential number by the normal gravity value computed on the
 KA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1109.degrees latitude (g = 980.6199 gals.).
 KA1109
 KA1109.The modeled gravity was interpolated from observed gravity values.
 KA1109
 KA1109;                    North         East    Units  Estimated Accuracy
 KA1109;SPC IN W     -   467,960.      871,360.      MT  (+/- 180 meters Scaled)
 KA1109
 KA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642682(NAD 83)
 KA1109
 KA1109                          SUPERSEDED SURVEY CONTROL
 KA1109
 KA1109  NGVD 29 (??/??/92)  153.531  (m)          503.71   (f) ADJ UNCH    1 2
 KA1109
 KA1109.Superseded values are not recommended for survey control.
 KA1109
 KA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1109.See file dsdata.pdf to determine how the superseded data were derived.
 KA1109
 KA1109_MARKER: DB = BENCH MARK DISK
 KA1109_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA1109_SP_SET: FOUNDATION WALL
 KA1109_STAMPING: C 293 1956
 KA1109_MARK LOGO: CGS
 KA1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1109+STABILITY: POSITION/ELEVATION WELL
 KA1109
 KA1109  HISTORY     - Date     Condition        Report By
 KA1109  HISTORY     - 1956     MONUMENTED       CGS
 KA1109  HISTORY     - 1985     GOOD             NGS
 KA1109  HISTORY     - 1986     GOOD             NGS
 KA1109  HISTORY     - 19900609 GOOD             USPSQD
 KA1109
 KA1109                          STATION DESCRIPTION
 KA1109
 KA1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1109'AT TERRE HAUTE.
 KA1109'AT TERRE HAUTE, ABOUT 0.25 MILE SOUTH ALONG FIRST STREET FROM
 KA1109'THE INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), ALONG FIRST
 KA1109'STREET BETWEEN POPULAR AND SWAN STREETS, SET VERTICALLY IN THE
 KA1109'EAST FACE OF CONCRETE FOUNDATION OF THE WADLEY COMPANY PRODUCE
 KA1109'BUILDING, 40 FEET WEST OF WEST RAIL OF RAILROAD TRACKS FOLLOWING
 KA1109'CENTER OF FIRST STREET, 2 FEET NORTH OF SOUTHEAST CORNER OF
 KA1109'BUILDING AND 3 FEET ABOVE GROUND.
 KA1109
 KA1109                          STATION RECOVERY (1985)
 KA1109
 KA1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1109'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1109'HAUTE, AT THE INTERSECTION OF 1ST AND POPLAR STREETS, SET VERTICALLY
 KA1109'IN THE EAST FACE OF THE CONCRETE FOUNDATION OF THE MECHANICAL
 KA1109'SUPPLIERS INCORPORATION BUILDING, 65.3 M (214.2 FT) SOUTH OF THE
 KA1109'CENTER OF POPLAR STREET, 6.3 M (20.7 FT) WEST OF THE CENTER OF 1ST
 KA1109'STREET, AND 0.6 M (2.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 KA1109'BUILDING.
 KA1109'THE MARK IS 0.9 M ABOVE THE GROUND.
 KA1109
 KA1109                          STATION RECOVERY (1986)
 KA1109
 KA1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1109'RECOVERED IN GOOD CONDITION.
 KA1109
 KA1109                          STATION RECOVERY (1990)
 KA1109
 KA1109'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1098 ***********************************************************************
 KA1098  DESIGNATION -  C 294
 KA1098  PID         -  KA1098
 KA1098  STATE/COUNTY-  IN/VIGO
 KA1098  COUNTRY     -  US
 KA1098  USGS QUAD   -  TERRE HAUTE (2019)
 KA1098
 KA1098                         *CURRENT SURVEY CONTROL
 KA1098  ______________________________________________________________________
 KA1098* NAD 83(1986) POSITION- 39 28 21.     (N) 087 25 18.     (W)   SCALED
 KA1098* NAVD 88 ORTHO HEIGHT -   150.832 (meters)      494.85  (feet) ADJUSTED
 KA1098  ______________________________________________________________________
 KA1098  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 KA1098  DYNAMIC HEIGHT  -        150.747 (meters)      494.58  (feet) COMP
 KA1098  MODELED GRAVITY -    980,058.5   (mgal)                       NAVD 88
 KA1098
 KA1098  VERT ORDER      -  FIRST     CLASS II
 KA1098
 KA1098.The horizontal coordinates were scaled from a map and have
 KA1098.an estimated accuracy of +/- 6 seconds.
 KA1098
 KA1098.The orthometric height was determined by differential leveling and
 KA1098.adjusted by the NATIONAL GEODETIC SURVEY
 KA1098.in June 1991.
 KA1098
 KA1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1098.GEOID18 height accuracy estimate available here.
 KA1098
 KA1098.Click photographs - Photos may exist for this station.
 KA1098
 KA1098.The dynamic height is computed by dividing the NAVD 88
 KA1098.geopotential number by the normal gravity value computed on the
 KA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1098.degrees latitude (g = 980.6199 gals.).
 KA1098
 KA1098.The modeled gravity was interpolated from observed gravity values.
 KA1098
 KA1098;                    North         East    Units  Estimated Accuracy
 KA1098;SPC IN W     -   469,010.      870,890.      MT  (+/- 180 meters Scaled)
 KA1098
 KA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637692(NAD 83)
 KA1098
 KA1098                          SUPERSEDED SURVEY CONTROL
 KA1098
 KA1098  NGVD 29 (??/??/92)  150.933  (m)          495.19   (f) ADJ UNCH    1 2
 KA1098
 KA1098.Superseded values are not recommended for survey control.
 KA1098
 KA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1098.See file dsdata.pdf to determine how the superseded data were derived.
 KA1098
 KA1098_MARKER: DB = BENCH MARK DISK
 KA1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1098_SP_SET: BRIDGE
 KA1098_STAMPING: C 294 1956
 KA1098_MARK LOGO: CGS
 KA1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1098
 KA1098  HISTORY     - Date     Condition        Report By
 KA1098  HISTORY     - 1956     MONUMENTED       CGS
 KA1098  HISTORY     - 19900609 GOOD             USPSQD
 KA1098
 KA1098                          STATION DESCRIPTION
 KA1098
 KA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1098'1 MI W FROM TERRE HAUTE.
 KA1098'ABOUT 1.05 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1098'UNION STATION AT TERRE HAUTE, IN SECTION 21, T. 12 N., R. 9 W.,
 KA1098'IN THE TOP OF NORTH END OF WEST CONCRETE ABUTMENT OF RAILROAD
 KA1098'BRIDGE OVER WABASH RIVER, 6 1/2 FEET NORTH OF NORTH RAIL OF WEST
 KA1098'BOUND TRACK AND ABOUT LEVEL WITH TRACKS.
 KA1098
 KA1098                          STATION RECOVERY (1990)
 KA1098
 KA1098'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1254 ***********************************************************************
 JA1254  DESIGNATION -  C 296
 JA1254  PID         -  JA1254
 JA1254  STATE/COUNTY-  IN/VANDERBURGH
 JA1254  COUNTRY     -  US
 JA1254  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1254
 JA1254                         *CURRENT SURVEY CONTROL
 JA1254  ______________________________________________________________________
 JA1254* NAD 83(1986) POSITION- 38 00 16.     (N) 087 32 22.     (W)   SCALED
 JA1254* NAVD 88 ORTHO HEIGHT -   118.843 (meters)      389.90  (feet) POSTED
 JA1254  ______________________________________________________________________
 JA1254  GEOID HEIGHT    -        -31.094 (meters)                     GEOID18
 JA1254  DYNAMIC HEIGHT  -        118.76  (meters)      389.6   (feet) COMP
 JA1254  MODELED GRAVITY -    979,941.0   (mgal)                       NAVD 88
 JA1254
 JA1254  VERT ORDER      -  * POSTED, SEE BELOW
 JA1254
 JA1254.The horizontal coordinates were scaled from a map and have
 JA1254.an estimated accuracy of +/- 6 seconds.
 JA1254
 JA1254.The orthometric height was determined by differential leveling
 JA1254.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1254
 JA1254.* This is a POSTED BENCH MARK height.
 JA1254
 JA1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1254.GEOID18 height accuracy estimate available here.
 JA1254
 JA1254.Click photographs - Photos may exist for this station.
 JA1254
 JA1254.The dynamic height is computed by dividing the NAVD 88
 JA1254.geopotential number by the normal gravity value computed on the
 JA1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1254.degrees latitude (g = 980.6199 gals.).
 JA1254
 JA1254.The modeled gravity was interpolated from observed gravity values.
 JA1254
 JA1254;                    North         East    Units  Estimated Accuracy
 JA1254;SPC IN W     -   306,090.      859,940.      MT  (+/- 180 meters Scaled)
 JA1254
 JA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH526064(NAD 83)
 JA1254
 JA1254                          SUPERSEDED SURVEY CONTROL
 JA1254
 JA1254  NGVD 29 (??/??/92)  118.936  (m)          390.21   (f) ADJ UNCH    1 2
 JA1254
 JA1254.Superseded values are not recommended for survey control.
 JA1254
 JA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1254.See file dsdata.pdf to determine how the superseded data were derived.
 JA1254
 JA1254_MARKER: DB = BENCH MARK DISK
 JA1254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1254_SP_SET: FOUNDATION
 JA1254_STAMPING: C 296 1960
 JA1254_MARK LOGO: CGS
 JA1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1254+STABILITY: SURFACE MOTION
 JA1254
 JA1254  HISTORY     - Date     Condition        Report By
 JA1254  HISTORY     - 1960     MONUMENTED       CGS
 JA1254  HISTORY     - 1965     GOOD             CGS
 JA1254  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 JA1254
 JA1254                          STATION DESCRIPTION
 JA1254
 JA1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1254'3.2 MI NE FROM EVANSVILLE.
 JA1254'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREE NORTHWEST FROM THE POST
 JA1254'OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN
 JA1254'STREET, THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE 2.0
 JA1254'MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, IN SECTION
 JA1254'9, T 6 S, R 10 W, 59 YARDS NORTH OF THE NORTH END OF A RAILROAD
 JA1254'BRIDGE OVER PIGEON CREEK, SET IN THE CENTER OF THE TOP OF THE
 JA1254'MORE NORTHERLY OF TWO 2 1/2 FOOT SQUARE CONCRETE FOUNDATIONS,
 JA1254'19 1/2 FEET SOUTH OF A SIGNAL CONTROL BOX, 9 FEE EAST OF THE
 JA1254'EAST RAIL OF THE MAIN TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA1254'TRACK, AND PROJECTING ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 JA1254
 JA1254                          STATION RECOVERY (1995)
 JA1254
 JA1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0914 ***********************************************************************
 KA0914  DESIGNATION -  C 3
 KA0914  PID         -  KA0914
 KA0914  STATE/COUNTY-  IN/VIGO
 KA0914  COUNTRY     -  US
 KA0914  USGS QUAD   -  ROSEDALE (2019)
 KA0914
 KA0914                         *CURRENT SURVEY CONTROL
 KA0914  ______________________________________________________________________
 KA0914* NAD 83(1986) POSITION- 39 32 30.     (N) 087 17 42.     (W)   SCALED
 KA0914* NAVD 88 ORTHO HEIGHT -   158.456 (meters)      519.87  (feet) POSTED
 KA0914  ______________________________________________________________________
 KA0914  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KA0914  DYNAMIC HEIGHT  -        158.37  (meters)      519.6   (feet) COMP
 KA0914  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 KA0914
 KA0914  VERT ORDER      -  * POSTED, SEE BELOW
 KA0914
 KA0914.The horizontal coordinates were scaled from a map and have
 KA0914.an estimated accuracy of +/- 6 seconds.
 KA0914
 KA0914.The orthometric height was determined by differential leveling
 KA0914.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0914
 KA0914.* This is a POSTED BENCH MARK height.
 KA0914
 KA0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0914.GEOID18 height accuracy estimate available here.
 KA0914
 KA0914.Click photographs - Photos may exist for this station.
 KA0914
 KA0914.The dynamic height is computed by dividing the NAVD 88
 KA0914.geopotential number by the normal gravity value computed on the
 KA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0914.degrees latitude (g = 980.6199 gals.).
 KA0914
 KA0914.The modeled gravity was interpolated from observed gravity values.
 KA0914
 KA0914;                    North         East    Units  Estimated Accuracy
 KA0914;SPC IN W     -   476,650.      881,810.      MT  (+/- 180 meters Scaled)
 KA0914
 KA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ746769(NAD 83)
 KA0914
 KA0914                          SUPERSEDED SURVEY CONTROL
 KA0914
 KA0914.No superseded survey control is available for this station.
 KA0914
 KA0914_MARKER: DB = BENCH MARK DISK
 KA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0914_STAMPING: C 3 ELEV 520.173 FT
 KA0914_MARK LOGO: CGS
 KA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0914+STABILITY: SURFACE MOTION
 KA0914
 KA0914  HISTORY     - Date     Condition        Report By
 KA0914  HISTORY     - 1916     MONUMENTED       CGS
 KA0914  HISTORY     - 1946     MARK NOT FOUND   CGS
 KA0914
 KA0914                          STATION DESCRIPTION
 KA0914
 KA0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0914'AT BURNETT.
 KA0914'ON THE NEW YORK CENTRAL RAILROAD, ABOUT 130 YARDS EAST OF THE
 KA0914'STATION, 50 YARDS WEST OF A STEEL SIGNAL TOWER, AT A GRAVEL-ROAD
 KA0914'CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET
 KA0914'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 36 FEET NORTH
 KA0914'OF POLE 53/39, AND 18 FEET SOUTHWEST OF A 20-INCH HACK BERRY
 KA0914'TREE.  A STANDARD DISK, STAMPED C 3 ELEV 520.173 FT AND SET IN
 KA0914'THE TOP OF A STONE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1186 ***********************************************************************
 LB1186  DESIGNATION -  C 30
 LB1186  PID         -  LB1186
 LB1186  STATE/COUNTY-  IN/WHITE
 LB1186  COUNTRY     -  US
 LB1186  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1186
 LB1186                         *CURRENT SURVEY CONTROL
 LB1186  ______________________________________________________________________
 LB1186* NAD 83(1986) POSITION- 40 45 16.     (N) 086 52 25.     (W)   SCALED
 LB1186* NAVD 88 ORTHO HEIGHT -   210.966 (meters)      692.14  (feet) ADJUSTED
 LB1186  ______________________________________________________________________
 LB1186  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB1186  DYNAMIC HEIGHT  -        210.869 (meters)      691.83  (feet) COMP
 LB1186  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 LB1186
 LB1186  VERT ORDER      -  SECOND    CLASS 0
 LB1186
 LB1186.The horizontal coordinates were scaled from a map and have
 LB1186.an estimated accuracy of +/- 6 seconds.
 LB1186
 LB1186.The orthometric height was determined by differential leveling and
 LB1186.adjusted by the NATIONAL GEODETIC SURVEY
 LB1186.in June 1991.
 LB1186
 LB1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1186.GEOID18 height accuracy estimate available here.
 LB1186
 LB1186.Click photographs - Photos may exist for this station.
 LB1186
 LB1186.The dynamic height is computed by dividing the NAVD 88
 LB1186.geopotential number by the normal gravity value computed on the
 LB1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1186.degrees latitude (g = 980.6199 gals.).
 LB1186
 LB1186.The modeled gravity was interpolated from observed gravity values.
 LB1186
 LB1186;                    North         East    Units  Estimated Accuracy
 LB1186;SPC IN W     -   611,310.      917,710.      MT  (+/- 180 meters Scaled)
 LB1186
 LB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106115(NAD 83)
 LB1186
 LB1186                          SUPERSEDED SURVEY CONTROL
 LB1186
 LB1186  NGVD 29 (??/??/92)  211.063  (m)          692.46   (f) ADJ UNCH    2 0
 LB1186
 LB1186.Superseded values are not recommended for survey control.
 LB1186
 LB1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1186.See file dsdata.pdf to determine how the superseded data were derived.
 LB1186
 LB1186_MARKER: DB = BENCH MARK DISK
 LB1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1186_STAMPING: C 30 1934
 LB1186_MARK LOGO: CGS
 LB1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1186+STABILITY: SURFACE MOTION
 LB1186
 LB1186  HISTORY     - Date     Condition        Report By
 LB1186  HISTORY     - 1934     MONUMENTED       CGS
 LB1186  HISTORY     - 1946     GOOD             CGS
 LB1186  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1186
 LB1186                          STATION DESCRIPTION
 LB1186
 LB1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1186'AT REYNOLDS.
 LB1186'AT REYNOLDS, WHITE COUNTY, ALONG THE CHICAGO TO LOUISVILLE
 LB1186'DIVISION OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY,
 LB1186'0.1 MILE NORTH OF THE STATION BY RAIL, IN THE SOUTHWEST CORNER
 LB1186'OF A GRAVEL-ROAD CROSSING, 10 YARDS WEST OF THE WEST RAIL, 6
 LB1186'YARDS SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 3 YARDS EAST
 LB1186'OF A FENCE LINE, AND 1 YARDS NORTH OF TELEGRAPH POLE U-6.  A
 LB1186'STANDARD DISK, STAMPED C 30 1934 AND SET IN THE TOP OF A CONCRETE
 LB1186'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1186
 LB1186                          STATION RECOVERY (1960)
 LB1186
 LB1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0673 ***********************************************************************
 MD0673  DESIGNATION -  C 305
 MD0673  PID         -  MD0673
 MD0673  STATE/COUNTY-  IN/WHITLEY
 MD0673  COUNTRY     -  US
 MD0673  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0673
 MD0673                         *CURRENT SURVEY CONTROL
 MD0673  ______________________________________________________________________
 MD0673* NAD 83(1986) POSITION- 41 08 33.     (N) 085 27 26.     (W)   SCALED
 MD0673* NAVD 88 ORTHO HEIGHT -   251.523 (meters)      825.21  (feet) ADJUSTED
 MD0673  ______________________________________________________________________
 MD0673  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 MD0673  DYNAMIC HEIGHT  -        251.426 (meters)      824.89  (feet) COMP
 MD0673  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 MD0673
 MD0673  VERT ORDER      -  FIRST     CLASS I
 MD0673
 MD0673.The horizontal coordinates were scaled from a map and have
 MD0673.an estimated accuracy of +/- 6 seconds.
 MD0673
 MD0673.The orthometric height was determined by differential leveling and
 MD0673.adjusted by the NATIONAL GEODETIC SURVEY
 MD0673.in June 1991.
 MD0673
 MD0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0673.GEOID18 height accuracy estimate available here.
 MD0673
 MD0673.Click photographs - Photos may exist for this station.
 MD0673
 MD0673.The dynamic height is computed by dividing the NAVD 88
 MD0673.geopotential number by the normal gravity value computed on the
 MD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0673.degrees latitude (g = 980.6199 gals.).
 MD0673
 MD0673.The modeled gravity was interpolated from observed gravity values.
 MD0673
 MD0673;                    North         East    Units  Estimated Accuracy
 MD0673;SPC IN E     -   654,400.      117,580.      MT  (+/- 180 meters Scaled)
 MD0673
 MD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL294557(NAD 83)
 MD0673
 MD0673                          SUPERSEDED SURVEY CONTROL
 MD0673
 MD0673  NGVD 29 (??/??/92)  251.677  (m)          825.71   (f) ADJ UNCH    1 1
 MD0673
 MD0673.Superseded values are not recommended for survey control.
 MD0673
 MD0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0673.See file dsdata.pdf to determine how the superseded data were derived.
 MD0673
 MD0673_MARKER: DB = BENCH MARK DISK
 MD0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0673_SP_SET: BRIDGE
 MD0673_STAMPING: C 305 1963
 MD0673_MARK LOGO: CGS
 MD0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0673
 MD0673  HISTORY     - Date     Condition        Report By
 MD0673  HISTORY     - 1963     MONUMENTED       CGS
 MD0673  HISTORY     - 1968     GOOD             CGS
 MD0673  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MD0673
 MD0673                          STATION DESCRIPTION
 MD0673
 MD0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0673'1.7 MI SE FROM COLUMBIA CITY.
 MD0673'ABOUT 1.7 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0673'THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT 8 RAILS
 MD0673'NORTHWEST OF MILEPOST 337, SET ON THE TOP OF THE NORTHWEST END OF
 MD0673'THE NORTHEAST STONE WALL OF A 50-FOOT ARCHED BRIDGE OVER EEL
 MD0673'RIVER, 8.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND
 MD0673'TRACK, 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL
 MD0673'AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 13, T 31 N,
 MD0673'R 9 E.
 MD0673
 MD0673                          STATION RECOVERY (1984)
 MD0673
 MD0673'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MD0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0582 ***********************************************************************
 JZ0582  DESIGNATION -  C 306
 JZ0582  PID         -  JZ0582
 JZ0582  STATE/COUNTY-  IN/DEARBORN
 JZ0582  COUNTRY     -  US
 JZ0582  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0582
 JZ0582                         *CURRENT SURVEY CONTROL
 JZ0582  ______________________________________________________________________
 JZ0582* NAD 83(1986) POSITION- 39 04 30.     (N) 084 52 15.     (W)   SCALED
 JZ0582* NAVD 88 ORTHO HEIGHT -   139.869 (meters)      458.89  (feet) ADJUSTED
 JZ0582  ______________________________________________________________________
 JZ0582  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 JZ0582  DYNAMIC HEIGHT  -        139.781 (meters)      458.60  (feet) COMP
 JZ0582  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 JZ0582
 JZ0582  VERT ORDER      -  FIRST     CLASS II
 JZ0582
 JZ0582.The horizontal coordinates were scaled from a map and have
 JZ0582.an estimated accuracy of +/- 6 seconds.
 JZ0582
 JZ0582.The orthometric height was determined by differential leveling and
 JZ0582.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0582.in June 1991.
 JZ0582
 JZ0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0582.GEOID18 height accuracy estimate available here.
 JZ0582
 JZ0582.Click photographs - Photos may exist for this station.
 JZ0582
 JZ0582.The dynamic height is computed by dividing the NAVD 88
 JZ0582.geopotential number by the normal gravity value computed on the
 JZ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0582.degrees latitude (g = 980.6199 gals.).
 JZ0582
 JZ0582.The modeled gravity was interpolated from observed gravity values.
 JZ0582
 JZ0582;                    North         East    Units  Estimated Accuracy
 JZ0582;SPC IN E     -   425,120.      168,870.      MT  (+/- 180 meters Scaled)
 JZ0582
 JZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841272(NAD 83)
 JZ0582
 JZ0582                          SUPERSEDED SURVEY CONTROL
 JZ0582
 JZ0582  NGVD 29 (??/??/92)  140.079  (m)          459.58   (f) ADJ UNCH    1 2
 JZ0582
 JZ0582.Superseded values are not recommended for survey control.
 JZ0582
 JZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0582.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0582
 JZ0582_MARKER: DB = BENCH MARK DISK
 JZ0582_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0582_SP_SET: SEWER
 JZ0582_STAMPING: C 306 1964
 JZ0582_MARK LOGO: CGS
 JZ0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0582
 JZ0582  HISTORY     - Date     Condition        Report By
 JZ0582  HISTORY     - 1964     MONUMENTED       CGS
 JZ0582  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0582
 JZ0582                          STATION DESCRIPTION
 JZ0582
 JZ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0582'1.8 MI SW FROM LAWRENCEBURG.
 JZ0582'1.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0582'THE STATION AT LAWRENCEBURG, THENCE ABOUT 0.3 MILE SOUTH ALONG A
 JZ0582'FARM ROAD THAT PARALLELS TANNERS CREEK, ABOUT 75 YARDS WEST
 JZ0582'OF THE CONFLUENCE OF THE OHIO RIVER AND TANNERS CREEK, ON THE
 JZ0582'NORTH BANK OF THE OHIO RIVER, SET IN THE TOP AT THE EAST END OF
 JZ0582'A 7-FOOT-LONG-BY-5-FOOT-HIGH HEAD WALL OF A SEWER THAT EMPTIES
 JZ0582'INTO THE RIVER AND ABOUT 1 FOOT ABOVE THE SEWER PIPE.
 JZ0582
 JZ0582                          STATION RECOVERY (1977)
 JZ0582
 JZ0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0442 ***********************************************************************
 KA0442  DESIGNATION -  C 308
 KA0442  PID         -  KA0442
 KA0442  STATE/COUNTY-  IN/MONROE
 KA0442  COUNTRY     -  US
 KA0442  USGS QUAD   -  BLOOMINGTON (2019)
 KA0442
 KA0442                         *CURRENT SURVEY CONTROL
 KA0442  ______________________________________________________________________
 KA0442* NAD 83(1986) POSITION- 39 09 17.0    (N) 086 35 09.1    (W)   HD_HELD2
 KA0442* NAVD 88 ORTHO HEIGHT -   256.568 (meters)      841.76  (feet) ADJUSTED
 KA0442  ______________________________________________________________________
 KA0442  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 KA0442  DYNAMIC HEIGHT  -        256.410 (meters)      841.24  (feet) COMP
 KA0442  MODELED GRAVITY -    980,003.9   (mgal)                       NAVD 88
 KA0442
 KA0442  VERT ORDER      -  SECOND    CLASS 0
 KA0442
 KA0442.The horizontal coordinates were established by autonomous hand held GPS
 KA0442.observations and have an estimated accuracy of +/- 10 meters.
 KA0442
 KA0442.The orthometric height was determined by differential leveling and
 KA0442.adjusted by the NATIONAL GEODETIC SURVEY
 KA0442.in June 1991.
 KA0442
 KA0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0442.GEOID18 height accuracy estimate available here.
 KA0442
 KA0442.Click photographs - Photos may exist for this station.
 KA0442
 KA0442.The dynamic height is computed by dividing the NAVD 88
 KA0442.geopotential number by the normal gravity value computed on the
 KA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0442.degrees latitude (g = 980.6199 gals.).
 KA0442
 KA0442.The modeled gravity was interpolated from observed gravity values.
 KA0442
 KA0442;                    North         East    Units  Estimated Accuracy
 KA0442;SPC IN W     -   433,790.      942,999.      MT  (+/- 10 meters HH2 GPS)
 KA0442
 KA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3578234028(NAD 83)
 KA0442
 KA0442                          SUPERSEDED SURVEY CONTROL
 KA0442
 KA0442  NGVD 29 (??/??/92)  256.681  (m)          842.13   (f) ADJ UNCH    2 0
 KA0442
 KA0442.Superseded values are not recommended for survey control.
 KA0442
 KA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0442.See file dsdata.pdf to determine how the superseded data were derived.
 KA0442
 KA0442_MARKER: DB = BENCH MARK DISK
 KA0442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0442_SP_SET: CULVERT HEADWALL
 KA0442_STAMPING: C 308 1964
 KA0442_MARK LOGO: CGS
 KA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0442+STABILITY: SURFACE MOTION
 KA0442
 KA0442  HISTORY     - Date     Condition        Report By
 KA0442  HISTORY     - 1964     MONUMENTED       CGS
 KA0442
 KA0442                          STATION DESCRIPTION
 KA0442
 KA0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0442'3 MI SW FROM BLOOMINGTON.
 KA0442'THE STATION IS LOCATED 0.15 MILE SOUTHWEST OF THE CURRY PIKE
 KA0442'ROAD CROSSING OF THE ILLINOIS CENTRAL RAILROAD-- IN THE NORTH
 KA0442'WINGWALL OF THE WEST ABUTMENT OF A CULVERT, 15 FEET NORTH OF
 KA0442'THE NORTH RAIL, 10 FEET LOWER THAN THE TRACK.  THE MARK IS SET
 KA0442'IN A DRILL HOLE IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0643 ***********************************************************************
 JA0643  DESIGNATION -  C 309
 JA0643  PID         -  JA0643
 JA0643  STATE/COUNTY-  IN/LAWRENCE
 JA0643  COUNTRY     -  US
 JA0643  USGS QUAD   -  GEORGIA (2019)
 JA0643
 JA0643                         *CURRENT SURVEY CONTROL
 JA0643  ______________________________________________________________________
 JA0643* NAD 83(1986) POSITION- 38 43 08.     (N) 086 30 44.     (W)   SCALED
 JA0643* NAVD 88 ORTHO HEIGHT -   222.344 (meters)      729.47  (feet) ADJUSTED
 JA0643  ______________________________________________________________________
 JA0643  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 JA0643  DYNAMIC HEIGHT  -        222.199 (meters)      729.00  (feet) COMP
 JA0643  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 JA0643
 JA0643  VERT ORDER      -  FIRST     CLASS II
 JA0643
 JA0643.The horizontal coordinates were scaled from a map and have
 JA0643.an estimated accuracy of +/- 6 seconds.
 JA0643
 JA0643.The orthometric height was determined by differential leveling and
 JA0643.adjusted by the NATIONAL GEODETIC SURVEY
 JA0643.in June 1991.
 JA0643
 JA0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0643.GEOID18 height accuracy estimate available here.
 JA0643
 JA0643.Click photographs - Photos may exist for this station.
 JA0643
 JA0643.The dynamic height is computed by dividing the NAVD 88
 JA0643.geopotential number by the normal gravity value computed on the
 JA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0643.degrees latitude (g = 980.6199 gals.).
 JA0643
 JA0643.The modeled gravity was interpolated from observed gravity values.
 JA0643
 JA0643;                    North         East    Units  Estimated Accuracy
 JA0643;SPC IN W     -   385,450.      949,670.      MT  (+/- 180 meters Scaled)
 JA0643
 JA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH424856(NAD 83)
 JA0643
 JA0643                          SUPERSEDED SURVEY CONTROL
 JA0643
 JA0643  NGVD 29 (??/??/92)  222.457  (m)          729.84   (f) ADJ UNCH    1 2
 JA0643
 JA0643.Superseded values are not recommended for survey control.
 JA0643
 JA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0643.See file dsdata.pdf to determine how the superseded data were derived.
 JA0643
 JA0643_MARKER: DB = BENCH MARK DISK
 JA0643_SETTING: 66 = SET IN ROCK OUTCROP
 JA0643_STAMPING: C 309 1965
 JA0643_MARK LOGO: CGS
 JA0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0643+STABILITY: POSITION/ELEVATION WELL
 JA0643
 JA0643  HISTORY     - Date     Condition        Report By
 JA0643  HISTORY     - 1965     MONUMENTED       CGS
 JA0643
 JA0643                          STATION DESCRIPTION
 JA0643
 JA0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0643'2.7 MI W FROM MITCHELL.
 JA0643'ABOUT 2.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0643'THE STATION AT MITCHELL, IN SECTION 4, T 3 N, R 1 W, 4 POLES
 JA0643'WEST OF MILEPOST 129, 24 FEET NORTH OF THE NORTH RAIL, SET IN THE
 JA0643'TOP OF A NARROW ROCK OUTCROP, 7 RAILS WEST OF SEMAPHORE SIGNAL
 JA0643'NUMBER 129.1, 3.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 JA0643'FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0742 ***********************************************************************
 LB0742  DESIGNATION -  C 31
 LB0742  PID         -  LB0742
 LB0742  STATE/COUNTY-  IN/TIPPECANOE
 LB0742  COUNTRY     -  US
 LB0742  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0742
 LB0742                         *CURRENT SURVEY CONTROL
 LB0742  ______________________________________________________________________
 LB0742* NAD 83(1986) POSITION- 40 27 46.     (N) 086 58 51.     (W)   SCALED
 LB0742* NAVD 88 ORTHO HEIGHT -   204.350 (meters)      670.44  (feet) ADJUSTED
 LB0742  ______________________________________________________________________
 LB0742  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB0742  DYNAMIC HEIGHT  -        204.251 (meters)      670.11  (feet) COMP
 LB0742  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 LB0742
 LB0742  VERT ORDER      -  SECOND    CLASS 0
 LB0742
 LB0742.The horizontal coordinates were scaled from a map and have
 LB0742.an estimated accuracy of +/- 6 seconds.
 LB0742
 LB0742.The orthometric height was determined by differential leveling and
 LB0742.adjusted by the NATIONAL GEODETIC SURVEY
 LB0742.in June 1991.
 LB0742
 LB0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0742.GEOID18 height accuracy estimate available here.
 LB0742
 LB0742.Click photographs - Photos may exist for this station.
 LB0742
 LB0742.The dynamic height is computed by dividing the NAVD 88
 LB0742.geopotential number by the normal gravity value computed on the
 LB0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0742.degrees latitude (g = 980.6199 gals.).
 LB0742
 LB0742.The modeled gravity was interpolated from observed gravity values.
 LB0742
 LB0742;                    North         East    Units  Estimated Accuracy
 LB0742;SPC IN W     -   578,910.      908,690.      MT  (+/- 180 meters Scaled)
 LB0742
 LB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK016791(NAD 83)
 LB0742
 LB0742                          SUPERSEDED SURVEY CONTROL
 LB0742
 LB0742  NGVD 29 (??/??/92)  204.44   (m)          670.7    (f) COMPUTED    2 0
 LB0742
 LB0742.Superseded values are not recommended for survey control.
 LB0742
 LB0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0742.See file dsdata.pdf to determine how the superseded data were derived.
 LB0742
 LB0742_MARKER: DB = BENCH MARK DISK
 LB0742_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0742_SP_SET: STEP
 LB0742_STAMPING: C 31 1934
 LB0742_MARK LOGO: CGS
 LB0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0742
 LB0742  HISTORY     - Date     Condition        Report By
 LB0742  HISTORY     - 1934     MONUMENTED       CGS
 LB0742  HISTORY     - 1935     GOOD             CGS
 LB0742  HISTORY     - 1950     POOR             USGS
 LB0742
 LB0742                          STATION DESCRIPTION
 LB0742
 LB0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0742'2.7 MI E FROM MONTMORENCI.
 LB0742'ON THE SANDUSKY TO PEORIA DIVISION OF THE NEW YORK, CHICAGO AND
 LB0742'ST. LOUIS RAILWAY, ON SOUTHWEST CORNER OF SECOND STEP FROM
 LB0742'TOP OF WEST WINGWALL ON CONCRETE RAILROAD BRIDGE OVER GRAVEL
 LB0742'ROAD, ABOUT 350 YARDS NORTH OF SAW MILL, 286 YARDS WEST OF
 LB0742'MILEPOST NO. S 265, 100 YARDS SOUTHWEST OF AN ABANDONED GRAVEL
 LB0742'PIE, 13.6 FEET SOUTH OF SOUTH RAIL OF EAST BOUND TRACK, 7 FEET
 LB0742'BELOW RAILS.
 LB0742
 LB0742                          STATION RECOVERY (1950)
 LB0742
 LB0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LB0742'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0743 ***********************************************************************
 LB0743  DESIGNATION -  C 31 RESET
 LB0743  PID         -  LB0743
 LB0743  STATE/COUNTY-  IN/TIPPECANOE
 LB0743  COUNTRY     -  US
 LB0743  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0743
 LB0743                         *CURRENT SURVEY CONTROL
 LB0743  ______________________________________________________________________
 LB0743* NAD 83(1986) POSITION- 40 27 46.     (N) 086 58 49.     (W)   SCALED
 LB0743* NAVD 88 ORTHO HEIGHT -   206.25  (meters)      676.7   (feet) RESET
 LB0743  ______________________________________________________________________
 LB0743  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB0743  VERT ORDER      -  THIRD
 LB0743
 LB0743.The horizontal coordinates were scaled from a map and have
 LB0743.an estimated accuracy of +/- 6 seconds.
 LB0743
 LB0743.The orthometric height was computed from unverified reset data.
 LB0743
 LB0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0743.GEOID18 height accuracy estimate available here.
 LB0743
 LB0743.Click photographs - Photos may exist for this station.
 LB0743
 LB0743;                    North         East    Units  Estimated Accuracy
 LB0743;SPC IN W     -   578,910.      908,740.      MT  (+/- 180 meters Scaled)
 LB0743
 LB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK016791(NAD 83)
 LB0743
 LB0743                          SUPERSEDED SURVEY CONTROL
 LB0743
 LB0743  NGVD 29 (??/??/??)  206.34   (m)          677.0    (f) RESET       3  
 LB0743
 LB0743.Superseded values are not recommended for survey control.
 LB0743
 LB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0743.See file dsdata.pdf to determine how the superseded data were derived.
 LB0743
 LB0743_MARKER: DB = BENCH MARK DISK
 LB0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0743_SP_SET: BRIDGE PARAPET
 LB0743_STAMPING: C 31 RESET 1938
 LB0743_MARK LOGO: CGS
 LB0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0743
 LB0743  HISTORY     - Date     Condition        Report By
 LB0743  HISTORY     - 1938     MONUMENTED       NYSLRR
 LB0743
 LB0743                          STATION DESCRIPTION
 LB0743
 LB0743'DESCRIBED BY NEW YORK ST LOUIS RR 1938
 LB0743'2.7 MI E FROM MONTMORENCI.
 LB0743'2.7 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0743'FROM THE STATION AT MONTMORENCI, TIPPECANOE COUNTY, 286 YARDS
 LB0743'WEST OF MILEPOST S 265, 350 YARDS NORTH OF A SAWMILL, 100 YARDS
 LB0743'SOUTHWEST OF AN ABANDONED GRAVEL PIT, AT CONCRETE BRIDGE 672-1/2,
 LB0743'AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH PARAPET
 LB0743'WALL.  A STANDARD DISK, STAMPED C 31 RESET 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0091 ***********************************************************************
 JA0091  DESIGNATION -  C 310
 JA0091  PID         -  JA0091
 JA0091  STATE/COUNTY-  IN/ORANGE
 JA0091  COUNTRY     -  US
 JA0091  USGS QUAD   -  PAOLI (2019)
 JA0091
 JA0091                         *CURRENT SURVEY CONTROL
 JA0091  ______________________________________________________________________
 JA0091* NAD 83(1986) POSITION- 38 34 44.     (N) 086 27 36.     (W)   SCALED
 JA0091* NAVD 88 ORTHO HEIGHT -   241.558 (meters)      792.51  (feet) ADJUSTED
 JA0091  ______________________________________________________________________
 JA0091  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 JA0091  DYNAMIC HEIGHT  -        241.393 (meters)      791.97  (feet) COMP
 JA0091  MODELED GRAVITY -    979,941.9   (mgal)                       NAVD 88
 JA0091
 JA0091  VERT ORDER      -  FIRST     CLASS II
 JA0091
 JA0091.The horizontal coordinates were scaled from a map and have
 JA0091.an estimated accuracy of +/- 6 seconds.
 JA0091
 JA0091.The orthometric height was determined by differential leveling and
 JA0091.adjusted by the NATIONAL GEODETIC SURVEY
 JA0091.in June 1991.
 JA0091
 JA0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0091.GEOID18 height accuracy estimate available here.
 JA0091
 JA0091.Click photographs - Photos may exist for this station.
 JA0091
 JA0091.The dynamic height is computed by dividing the NAVD 88
 JA0091.geopotential number by the normal gravity value computed on the
 JA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0091.degrees latitude (g = 980.6199 gals.).
 JA0091
 JA0091.The modeled gravity was interpolated from observed gravity values.
 JA0091
 JA0091;                    North         East    Units  Estimated Accuracy
 JA0091;SPC IN W     -   369,930.      954,310.      MT  (+/- 180 meters Scaled)
 JA0091
 JA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470701(NAD 83)
 JA0091
 JA0091                          SUPERSEDED SURVEY CONTROL
 JA0091
 JA0091  NGVD 29 (??/??/92)  241.659  (m)          792.84   (f) ADJ UNCH    1 2
 JA0091
 JA0091.Superseded values are not recommended for survey control.
 JA0091
 JA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0091.See file dsdata.pdf to determine how the superseded data were derived.
 JA0091
 JA0091_MARKER: DB = BENCH MARK DISK
 JA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0091_STAMPING: C 310 1965
 JA0091_MARK LOGO: CGS
 JA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0091+STABILITY: SURFACE MOTION
 JA0091
 JA0091  HISTORY     - Date     Condition        Report By
 JA0091  HISTORY     - 1965     MONUMENTED       CGS
 JA0091
 JA0091                          STATION DESCRIPTION
 JA0091
 JA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0091'1.7 MI N FROM PAOLI.
 JA0091'ABOUT 1.45 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0091'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, THENCE 0.1 MILE WEST
 JA0091'ALONG A GRAVELED ROAD LEADING TO U.S. HIGHWAY 150, THENCE 0.05
 JA0091'MILE NORTH ALONG THE HIGHWAY, THENCE 0.1 MILE WEST ALONG THE PAOLI
 JA0091'AIRPORT ROAD, AT THE NORTH END OF A ROW OF AIRPLANE HANGERS AT
 JA0091'THE AIRPORT, 4 FEET NORTH OF THE NORTHEAST CORNER OF THE MOST
 JA0091'NORTHERLY HANGER, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND
 JA0091'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0693 ***********************************************************************
 JA0693  DESIGNATION -  C 311
 JA0693  PID         -  JA0693
 JA0693  STATE/COUNTY-  IN/MARTIN
 JA0693  COUNTRY     -  US
 JA0693  USGS QUAD   -  SHOALS (2019)
 JA0693
 JA0693                         *CURRENT SURVEY CONTROL
 JA0693  ______________________________________________________________________
 JA0693* NAD 83(1986) POSITION- 38 39 57.     (N) 086 47 29.     (W)   SCALED
 JA0693* NAVD 88 ORTHO HEIGHT -   148.571 (meters)      487.44  (feet) ADJUSTED
 JA0693  ______________________________________________________________________
 JA0693  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 JA0693  DYNAMIC HEIGHT  -        148.474 (meters)      487.12  (feet) COMP
 JA0693  MODELED GRAVITY -    979,976.8   (mgal)                       NAVD 88
 JA0693
 JA0693  VERT ORDER      -  FIRST     CLASS II
 JA0693
 JA0693.The horizontal coordinates were scaled from a map and have
 JA0693.an estimated accuracy of +/- 6 seconds.
 JA0693
 JA0693.The orthometric height was determined by differential leveling and
 JA0693.adjusted by the NATIONAL GEODETIC SURVEY
 JA0693.in June 1991.
 JA0693
 JA0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0693.GEOID18 height accuracy estimate available here.
 JA0693
 JA0693.Click photographs - Photos may exist for this station.
 JA0693
 JA0693.The dynamic height is computed by dividing the NAVD 88
 JA0693.geopotential number by the normal gravity value computed on the
 JA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0693.degrees latitude (g = 980.6199 gals.).
 JA0693
 JA0693.The modeled gravity was interpolated from observed gravity values.
 JA0693
 JA0693;                    North         East    Units  Estimated Accuracy
 JA0693;SPC IN W     -   379,440.      925,410.      MT  (+/- 180 meters Scaled)
 JA0693
 JA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH181797(NAD 83)
 JA0693
 JA0693                          SUPERSEDED SURVEY CONTROL
 JA0693
 JA0693  NGVD 29 (??/??/92)  148.694  (m)          487.84   (f) ADJ UNCH    1 2
 JA0693
 JA0693.Superseded values are not recommended for survey control.
 JA0693
 JA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0693.See file dsdata.pdf to determine how the superseded data were derived.
 JA0693
 JA0693_MARKER: DB = BENCH MARK DISK
 JA0693_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0693_SP_SET: WELL COVER
 JA0693_STAMPING: C 311 1965
 JA0693_MARK LOGO: CGS
 JA0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0693
 JA0693  HISTORY     - Date     Condition        Report By
 JA0693  HISTORY     - 1965     MONUMENTED       CGS
 JA0693
 JA0693                          STATION DESCRIPTION
 JA0693
 JA0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0693'AT SHOALS.
 JA0693'ABOUT 0.05 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0693'FROM THE STATION AT SHOALS, IN SECTION 30, T 3 N, R 3 W, 8 1/2
 JA0693'FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE
 JA0693'NORTHWEST CORNER OF A CONCRETE CAP AROUND A COVERED WELL, 37 FEET
 JA0693'NORTHWEST OF THE CENTER LINE OF MAIN STREET, AND ABOUT LEVEL
 JA0693'WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0830 ***********************************************************************
 JA0830  DESIGNATION -  C 312
 JA0830  PID         -  JA0830
 JA0830  STATE/COUNTY-  IN/DAVIESS
 JA0830  COUNTRY     -  US
 JA0830  USGS QUAD   -  WASHINGTON (2019)
 JA0830
 JA0830                         *CURRENT SURVEY CONTROL
 JA0830  ______________________________________________________________________
 JA0830* NAD 83(1986) POSITION- 38 41 03.     (N) 087 07 44.     (W)   SCALED
 JA0830* NAVD 88 ORTHO HEIGHT -   148.493 (meters)      487.18  (feet) ADJUSTED
 JA0830  ______________________________________________________________________
 JA0830  GEOID HEIGHT    -        -32.396 (meters)                     GEOID18
 JA0830  DYNAMIC HEIGHT  -        148.399 (meters)      486.87  (feet) COMP
 JA0830  MODELED GRAVITY -    979,993.0   (mgal)                       NAVD 88
 JA0830
 JA0830  VERT ORDER      -  FIRST     CLASS II
 JA0830
 JA0830.The horizontal coordinates were scaled from a map and have
 JA0830.an estimated accuracy of +/- 6 seconds.
 JA0830
 JA0830.The orthometric height was determined by differential leveling and
 JA0830.adjusted by the NATIONAL GEODETIC SURVEY
 JA0830.in June 1991.
 JA0830
 JA0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0830.GEOID18 height accuracy estimate available here.
 JA0830
 JA0830.Click photographs - Photos may exist for this station.
 JA0830
 JA0830.The dynamic height is computed by dividing the NAVD 88
 JA0830.geopotential number by the normal gravity value computed on the
 JA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0830.degrees latitude (g = 980.6199 gals.).
 JA0830
 JA0830.The modeled gravity was interpolated from observed gravity values.
 JA0830
 JA0830;                    North         East    Units  Estimated Accuracy
 JA0830;SPC IN W     -   381,440.      896,040.      MT  (+/- 180 meters Scaled)
 JA0830
 JA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH887817(NAD 83)
 JA0830
 JA0830                          SUPERSEDED SURVEY CONTROL
 JA0830
 JA0830  NGVD 29 (??/??/92)  148.624  (m)          487.61   (f) ADJ UNCH    1 2
 JA0830
 JA0830.Superseded values are not recommended for survey control.
 JA0830
 JA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0830.See file dsdata.pdf to determine how the superseded data were derived.
 JA0830
 JA0830_MARKER: DB = BENCH MARK DISK
 JA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0830_STAMPING: C 312 1965
 JA0830_MARK LOGO: CGS
 JA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0830+STABILITY: SURFACE MOTION
 JA0830
 JA0830  HISTORY     - Date     Condition        Report By
 JA0830  HISTORY     - 1965     MONUMENTED       CGS
 JA0830  HISTORY     - 1965     GOOD             CGS
 JA0830
 JA0830                          STATION DESCRIPTION
 JA0830
 JA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0830'4.3 MI NE FROM WASHINGTON.
 JA0830'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0830'THE STATION AT WASHINGTON, THENCE 1.7 MILES NORTH ALONG A DIRT AND
 JA0830'GRAVELED ROAD, IN SECTION 19, T 3 N, R 7 W, 48 FEET NORTH
 JA0830'OF THE CENTER OF A JUNCTION OF THE DIRT AND GRAVELED ROAD AND
 JA0830'SUGARLAND ROAD WHICH IS PAVED, 41 1/2 FEET NORTHWEST OF THE CENTER
 JA0830'LINE OF SUGARLAND ROAD, 2.3 FEET EAST OF A POWER POLE, 1.6 FEET
 JA0830'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH SUGARLAND ROAD,
 JA0830'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0830
 JA0830                          STATION RECOVERY (1965)
 JA0830
 JA0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0429 ***********************************************************************
 JA0429  DESIGNATION -  C 313
 JA0429  PID         -  JA0429
 JA0429  STATE/COUNTY-  IN/CRAWFORD
 JA0429  COUNTRY     -  US
 JA0429  USGS QUAD   -  BEECHWOOD (2019)
 JA0429
 JA0429                         *CURRENT SURVEY CONTROL
 JA0429  ______________________________________________________________________
 JA0429* NAD 83(1986) POSITION- 38 12 03.     (N) 086 23 16.     (W)   SCALED
 JA0429* NAVD 88 ORTHO HEIGHT -   195.539 (meters)      641.53  (feet) ADJUSTED
 JA0429  ______________________________________________________________________
 JA0429  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 JA0429  DYNAMIC HEIGHT  -        195.400 (meters)      641.07  (feet) COMP
 JA0429  MODELED GRAVITY -    979,917.0   (mgal)                       NAVD 88
 JA0429
 JA0429  VERT ORDER      -  FIRST     CLASS II
 JA0429
 JA0429.The horizontal coordinates were scaled from a map and have
 JA0429.an estimated accuracy of +/- 6 seconds.
 JA0429
 JA0429.The orthometric height was determined by differential leveling and
 JA0429.adjusted by the NATIONAL GEODETIC SURVEY
 JA0429.in June 1991.
 JA0429
 JA0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0429.GEOID18 height accuracy estimate available here.
 JA0429
 JA0429.Click photographs - Photos may exist for this station.
 JA0429
 JA0429.The dynamic height is computed by dividing the NAVD 88
 JA0429.geopotential number by the normal gravity value computed on the
 JA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0429.degrees latitude (g = 980.6199 gals.).
 JA0429
 JA0429.The modeled gravity was interpolated from observed gravity values.
 JA0429
 JA0429;                    North         East    Units  Estimated Accuracy
 JA0429;SPC IN W     -   328,010.      960,920.      MT  (+/- 180 meters Scaled)
 JA0429
 JA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH536282(NAD 83)
 JA0429
 JA0429                          SUPERSEDED SURVEY CONTROL
 JA0429
 JA0429  NGVD 29 (??/??/92)  195.652  (m)          641.90   (f) ADJ UNCH    1 2
 JA0429
 JA0429.Superseded values are not recommended for survey control.
 JA0429
 JA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0429.See file dsdata.pdf to determine how the superseded data were derived.
 JA0429
 JA0429_MARKER: DB = BENCH MARK DISK
 JA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0429_STAMPING: C 313 1965
 JA0429_MARK LOGO: CGS
 JA0429_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0429+STABILITY: SURFACE MOTION
 JA0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0429+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2010
 JA0429
 JA0429  HISTORY     - Date     Condition        Report By
 JA0429  HISTORY     - 1965     MONUMENTED       CGS
 JA0429  HISTORY     - 20100817 GOOD             GEOCAC
 JA0429
 JA0429                          STATION DESCRIPTION
 JA0429
 JA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0429'2.9 MI W FROM LEAVENWORTH.
 JA0429'2.9 MILES WEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0429'LEAVENWORTH, OR ABOUT 6.05 MILES EAST ALONG STATE HIGHWAY 62
 JA0429'FROM THE POST OFFICE AT SULPHUR, IN SECTION 2, T 4 S, R 1 E, 161
 JA0429'FEET EAST OF THE CENTER OF AN INTERSECTION OF THE HIGHWAY AND
 JA0429'A GRAVELED ROAD LEADING SOUTH, 56 FEET NORTH OF THE CENTER LINE
 JA0429'OF THE HIGHWAY, 156 FEET SOUTHEAST OF THE EAST END OF THE NORTH
 JA0429'HEADWALL OF A SMALL CULVERT, 1.5 FEET NORTH OF A METAL WITNESS
 JA0429'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 JA0429'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0429
 JA0429                          STATION RECOVERY (2010)
 JA0429
 JA0429'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0848 ***********************************************************************
 JA0848  DESIGNATION -  C 314
 JA0848  PID         -  JA0848
 JA0848  STATE/COUNTY-  IN/DAVIESS
 JA0848  COUNTRY     -  US
 JA0848  USGS QUAD   -  WASHINGTON (2019)
 JA0848
 JA0848                         *CURRENT SURVEY CONTROL
 JA0848  ______________________________________________________________________
 JA0848* NAD 83(1986) POSITION- 38 39 33.     (N) 087 13 22.     (W)   SCALED
 JA0848* NAVD 88 ORTHO HEIGHT -   138.323 (meters)      453.81  (feet) ADJUSTED
 JA0848  ______________________________________________________________________
 JA0848  GEOID HEIGHT    -        -32.238 (meters)                     GEOID18
 JA0848  DYNAMIC HEIGHT  -        138.236 (meters)      453.53  (feet) COMP
 JA0848  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 JA0848
 JA0848  VERT ORDER      -  FIRST     CLASS II
 JA0848
 JA0848.The horizontal coordinates were scaled from a map and have
 JA0848.an estimated accuracy of +/- 6 seconds.
 JA0848
 JA0848.The orthometric height was determined by differential leveling and
 JA0848.adjusted by the NATIONAL GEODETIC SURVEY
 JA0848.in June 1991.
 JA0848
 JA0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0848.GEOID18 height accuracy estimate available here.
 JA0848
 JA0848.Click photographs - Photos may exist for this station.
 JA0848
 JA0848.The dynamic height is computed by dividing the NAVD 88
 JA0848.geopotential number by the normal gravity value computed on the
 JA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0848.degrees latitude (g = 980.6199 gals.).
 JA0848
 JA0848.The modeled gravity was interpolated from observed gravity values.
 JA0848
 JA0848;                    North         East    Units  Estimated Accuracy
 JA0848;SPC IN W     -   378,670.      887,860.      MT  (+/- 180 meters Scaled)
 JA0848
 JA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH806789(NAD 83)
 JA0848
 JA0848                          SUPERSEDED SURVEY CONTROL
 JA0848
 JA0848  NGVD 29 (??/??/92)  138.461  (m)          454.27   (f) ADJ UNCH    1 2
 JA0848
 JA0848.Superseded values are not recommended for survey control.
 JA0848
 JA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0848.See file dsdata.pdf to determine how the superseded data were derived.
 JA0848
 JA0848_MARKER: DB = BENCH MARK DISK
 JA0848_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0848+WITH SETTING: PAVEMENT
 JA0848_SP_SET: SEMAPHORE BASE
 JA0848_STAMPING: C 314 1965
 JA0848_MARK LOGO: CGS
 JA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0848+STABILITY: SURFACE MOTION
 JA0848
 JA0848  HISTORY     - Date     Condition        Report By
 JA0848  HISTORY     - 1965     MONUMENTED       CGS
 JA0848  HISTORY     - 1965     GOOD             CGS
 JA0848  HISTORY     - 1986     GOOD             NGS
 JA0848
 JA0848                          STATION DESCRIPTION
 JA0848
 JA0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0848'2.6 MI W FROM WASHINGTON.
 JA0848'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0848'THE STATION AT WASHINGTON, IN SECTION 30, T 3 N, R 7 W, 12
 JA0848'RAILS WEST OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND
 JA0848'THE NEW YORK CENTRAL RAILROAD, 23 FEET NORTH OF MILEPOST 172-10,
 JA0848'177 FEET EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 JA0848'AND A PAVED ROAD, SET IN THE CENTER OF THE TOP OF AN ABANDONED
 JA0848'CONCRETE SEMAPHORE BASE WHICH PROJECTS 6 INCHES, ABOUT 1 1/2
 JA0848'FEET BELOW THE LEVEL OF THE TRACK.
 JA0848
 JA0848                          STATION RECOVERY (1965)
 JA0848
 JA0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0848'RECOVERED IN GOOD CONDITION.
 JA0848
 JA0848                          STATION RECOVERY (1986)
 JA0848
 JA0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0848'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0848'RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.  DELETE--12 RAILS WEST OF
 JA0848'THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND THE NEW YORK
 JA0848'CENTRAL RAILROAD, AND 23.0 FT NORTH OF MILEPOST 172-10.  ADD--2.0 M
 JA0848'(6.6 FT) SOUTH OF THE NEAR RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1099 ***********************************************************************
 JA1099  DESIGNATION -  C 315
 JA1099  PID         -  JA1099
 JA1099  STATE/COUNTY-  IN/PIKE
 JA1099  COUNTRY     -  US
 JA1099  USGS QUAD   -  MONROE CITY (2019)
 JA1099
 JA1099                         *CURRENT SURVEY CONTROL
 JA1099  ______________________________________________________________________
 JA1099* NAD 83(1986) POSITION- 38 30 03.     (N) 087 16 48.     (W)   SCALED
 JA1099* NAVD 88 ORTHO HEIGHT -   141.452 (meters)      464.08  (feet) ADJUSTED
 JA1099  ______________________________________________________________________
 JA1099  GEOID HEIGHT    -        -32.020 (meters)                     GEOID18
 JA1099  DYNAMIC HEIGHT  -        141.360 (meters)      463.78  (feet) COMP
 JA1099  MODELED GRAVITY -    979,974.8   (mgal)                       NAVD 88
 JA1099
 JA1099  VERT ORDER      -  FIRST     CLASS II
 JA1099
 JA1099.The horizontal coordinates were scaled from a map and have
 JA1099.an estimated accuracy of +/- 6 seconds.
 JA1099
 JA1099.The orthometric height was determined by differential leveling and
 JA1099.adjusted by the NATIONAL GEODETIC SURVEY
 JA1099.in June 1991.
 JA1099
 JA1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1099.GEOID18 height accuracy estimate available here.
 JA1099
 JA1099.Click photographs - Photos may exist for this station.
 JA1099
 JA1099.The dynamic height is computed by dividing the NAVD 88
 JA1099.geopotential number by the normal gravity value computed on the
 JA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1099.degrees latitude (g = 980.6199 gals.).
 JA1099
 JA1099.The modeled gravity was interpolated from observed gravity values.
 JA1099
 JA1099;                    North         East    Units  Estimated Accuracy
 JA1099;SPC IN W     -   361,100.      882,850.      MT  (+/- 180 meters Scaled)
 JA1099
 JA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH755614(NAD 83)
 JA1099
 JA1099                          SUPERSEDED SURVEY CONTROL
 JA1099
 JA1099  NGVD 29 (??/??/92)  141.589  (m)          464.53   (f) ADJ UNCH    1 2
 JA1099
 JA1099.Superseded values are not recommended for survey control.
 JA1099
 JA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1099.See file dsdata.pdf to determine how the superseded data were derived.
 JA1099
 JA1099_MARKER: DB = BENCH MARK DISK
 JA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1099_STAMPING: C 315 1965
 JA1099_MARK LOGO: CGS
 JA1099_PROJECTION: PROJECTING 61 CENTIMETERS
 JA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1099+STABILITY: SURFACE MOTION
 JA1099
 JA1099  HISTORY     - Date     Condition        Report By
 JA1099  HISTORY     - 1965     MONUMENTED       CGS
 JA1099  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1099
 JA1099                          STATION DESCRIPTION
 JA1099
 JA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1099'1 MI NE FROM PETERSBURG.
 JA1099'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA1099'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA1099'STREET, THENCE 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL
 JA1099'RAILROAD, 8 1/2 RAILS SOUTHWEST OF A RAILROAD SWITCH STAND, 37.7
 JA1099'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE
 JA1099'INCINERATOR, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49 FEET
 JA1099'WEST OF THE WEST RAIL OF A SIDE TRACK, ABOUT 5 FEET ABOVE THE
 JA1099'LEVEL OF THE TRACK, AND SET IN THE TOP OF AN 8-INCH SQUARE
 JA1099'CONCRETE POST WHICH PROJECTS 2 FEET.
 JA1099
 JA1099                          STATION RECOVERY (1985)
 JA1099
 JA1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1065 ***********************************************************************
 JA1065  DESIGNATION -  C 316
 JA1065  PID         -  JA1065
 JA1065  STATE/COUNTY-  IN/GIBSON
 JA1065  COUNTRY     -  US
 JA1065  USGS QUAD   -  OAKLAND CITY (2019)
 JA1065
 JA1065                         *CURRENT SURVEY CONTROL
 JA1065  ______________________________________________________________________
 JA1065* NAD 83(1986) POSITION- 38 18 15.     (N) 087 21 54.     (W)   SCALED
 JA1065* NAVD 88 ORTHO HEIGHT -   135.682 (meters)      445.15  (feet) ADJUSTED
 JA1065  ______________________________________________________________________
 JA1065  GEOID HEIGHT    -        -31.694 (meters)                     GEOID18
 JA1065  DYNAMIC HEIGHT  -        135.592 (meters)      444.85  (feet) COMP
 JA1065  MODELED GRAVITY -    979,963.2   (mgal)                       NAVD 88
 JA1065
 JA1065  VERT ORDER      -  FIRST     CLASS II
 JA1065
 JA1065.The horizontal coordinates were scaled from a map and have
 JA1065.an estimated accuracy of +/- 6 seconds.
 JA1065
 JA1065.The orthometric height was determined by differential leveling and
 JA1065.adjusted by the NATIONAL GEODETIC SURVEY
 JA1065.in June 1991.
 JA1065
 JA1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1065.GEOID18 height accuracy estimate available here.
 JA1065
 JA1065.Click photographs - Photos may exist for this station.
 JA1065
 JA1065.The dynamic height is computed by dividing the NAVD 88
 JA1065.geopotential number by the normal gravity value computed on the
 JA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1065.degrees latitude (g = 980.6199 gals.).
 JA1065
 JA1065.The modeled gravity was interpolated from observed gravity values.
 JA1065
 JA1065;                    North         East    Units  Estimated Accuracy
 JA1065;SPC IN W     -   339,290.      875,360.      MT  (+/- 180 meters Scaled)
 JA1065
 JA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH680396(NAD 83)
 JA1065
 JA1065                          SUPERSEDED SURVEY CONTROL
 JA1065
 JA1065  NGVD 29 (??/??/92)  135.803  (m)          445.55   (f) ADJ UNCH    1 2
 JA1065
 JA1065.Superseded values are not recommended for survey control.
 JA1065
 JA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1065.See file dsdata.pdf to determine how the superseded data were derived.
 JA1065
 JA1065_MARKER: DB = BENCH MARK DISK
 JA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1065_STAMPING: C 316 1965
 JA1065_MARK LOGO: CGS
 JA1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1065+STABILITY: SURFACE MOTION
 JA1065
 JA1065  HISTORY     - Date     Condition        Report By
 JA1065  HISTORY     - 1965     MONUMENTED       CGS
 JA1065  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1065
 JA1065                          STATION DESCRIPTION
 JA1065
 JA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1065'2.2 MI NE FROM SOMERVILLE.
 JA1065'ABOUT 1 BLOCK NORTHWEST ALONG COUNTY ROAD 540 S FROM THE POST
 JA1065'OFFICE AT SOMERVILLE, THENCE 2.15 MILES NORTHEAST ALONG THE NEW
 JA1065'YORK CENTRAL RAILROAD, OR ABOUT 2.8 MILES SOUTHWEST OF THE NEW
 JA1065'YORK CENTRAL RAILROAD STATION AT OAKLAND CITY, 10 RAILS SOUTHWEST
 JA1065'OF A SWITCH STAND ON THE SOUTHWEST END OF A SIDE TRACK, 100 FEET
 JA1065'SOUTH-SOUTHWEST OF A CROSSING OF THE RAILROAD AND COUNTY ROAD
 JA1065'350 S, 69 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET
 JA1065'SOUTH OF A 14-INCH ELM TREE, 31 FEET SOUTH OF THE CENTER OF A
 JA1065'GATE, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHEAST
 JA1065'OF A FENCE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 6
 JA1065'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JA1065'CONCRETE POST PROJECTING 6 INCHES.
 JA1065
 JA1065                          STATION RECOVERY (1985)
 JA1065
 JA1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0591 ***********************************************************************
 JA0591  DESIGNATION -  C 317
 JA0591  PID         -  JA0591
 JA0591  STATE/COUNTY-  IN/DUBOIS
 JA0591  COUNTRY     -  US
 JA0591  USGS QUAD   -  HUNTINGBURG (2019)
 JA0591
 JA0591                         *CURRENT SURVEY CONTROL
 JA0591  ______________________________________________________________________
 JA0591* NAD 83(1986) POSITION- 38 17 54.59   (N) 086 57 03.66   (W)   HD_HELD1
 JA0591* NAVD 88 ORTHO HEIGHT -   144.343 (meters)      473.57  (feet) ADJUSTED
 JA0591  ______________________________________________________________________
 JA0591  GEOID HEIGHT    -        -32.282 (meters)                     GEOID18
 JA0591  DYNAMIC HEIGHT  -        144.246 (meters)      473.25  (feet) COMP
 JA0591  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 JA0591
 JA0591  VERT ORDER      -  FIRST     CLASS II
 JA0591
 JA0591.The horizontal coordinates were determined by differentially corrected
 JA0591.hand held GPS observations or other comparable positioning techniques
 JA0591.and have an estimated accuracy of +/- 3 meters.
 JA0591
 JA0591.The orthometric height was determined by differential leveling and
 JA0591.adjusted by the NATIONAL GEODETIC SURVEY
 JA0591.in June 1991.
 JA0591
 JA0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0591.GEOID18 height accuracy estimate available here.
 JA0591
 JA0591.Click photographs - Photos may exist for this station.
 JA0591
 JA0591.The dynamic height is computed by dividing the NAVD 88
 JA0591.geopotential number by the normal gravity value computed on the
 JA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0591.degrees latitude (g = 980.6199 gals.).
 JA0591
 JA0591.The modeled gravity was interpolated from observed gravity values.
 JA0591
 JA0591;                    North         East    Units  Estimated Accuracy
 JA0591;SPC IN W     -   338,634.2     911,574.1     MT  (+/- 3 meters HH1 GPS) 
 JA0591
 JA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0428338935(NAD 83)
 JA0591
 JA0591                          SUPERSEDED SURVEY CONTROL
 JA0591
 JA0591  NGVD 29 (??/??/92)  144.449  (m)          473.91   (f) ADJ UNCH    1 2
 JA0591
 JA0591.Superseded values are not recommended for survey control.
 JA0591
 JA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0591.See file dsdata.pdf to determine how the superseded data were derived.
 JA0591
 JA0591_MARKER: DB = BENCH MARK DISK
 JA0591_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA0591_SP_SET: BOX CULVERT HEADWALL
 JA0591_STAMPING: C 317 1965
 JA0591_MARK LOGO: CGS
 JA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0591+STABILITY: SURFACE MOTION
 JA0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0591+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2013
 JA0591
 JA0591  HISTORY     - Date     Condition        Report By
 JA0591  HISTORY     - 1965     MONUMENTED       CGS
 JA0591  HISTORY     - 1965     GOOD             CGS
 JA0591  HISTORY     - 20120305 GOOD             GEOCAC
 JA0591  HISTORY     - 20130703 GOOD             INDOT
 JA0591
 JA0591                          STATION DESCRIPTION
 JA0591
 JA0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0591'AT HUNTINGBURG.
 JA0591'AT HUNTINGBURG, IN SECTION 34, T 2 S, R 5 W, 245 FEET EAST OF
 JA0591'THE SOUTHEAST CORNER OF THE CITY POWER PLANT AND WATER COMPANY
 JA0591'BUILDING, 186 FEET EAST OF THE CENTER LINE OF VAN BUREN STREET,
 JA0591'159 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 64, 39 1/2
 JA0591'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOUTHERN
 JA0591'RAILWAY, 75 1/2 FEET EAST OF MILEPOST 199, 43 FEET NORTH OF THE
 JA0591'NORTH EDGE OF A LOADING PLATFORM, ABOUT 14 INCHES ABOVE THE
 JA0591'LEVEL OF THE GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 JA0591'A LARGE CONCRETE CULVERT MAKING A 90 DEGREE TURN, AND ABOUT 1
 JA0591'FOOT BELOW THE LEVEL OF THE GROUND.
 JA0591
 JA0591                          STATION RECOVERY (1965)
 JA0591
 JA0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0591'RECOVERED IN GOOD CONDITION.
 JA0591
 JA0591                          STATION RECOVERY (2012)
 JA0591
 JA0591'RECOVERY NOTE BY GEOCACHING 2012 (DSA)
 JA0591'RECOVERED IN GOOD CONDITION.
 JA0591
 JA0591                          STATION RECOVERY (2013)
 JA0591
 JA0591'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0591'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1018 ***********************************************************************
 DQ1018  DESIGNATION -  C 317 RESET
 DQ1018  PID         -  DQ1018
 DQ1018  STATE/COUNTY-  IN/DUBOIS
 DQ1018  COUNTRY     -  US
 DQ1018  USGS QUAD   -  HUNTINGBURG (2019)
 DQ1018
 DQ1018                         *CURRENT SURVEY CONTROL
 DQ1018  ______________________________________________________________________
 DQ1018* NAD 83(2011) POSITION- 38 17 54.28788(N) 086 57 46.81957(W)   ADJUSTED
 DQ1018* NAD 83(2011) ELLIP HT-   122.873 (meters)        (05/29/16)   ADJUSTED
 DQ1018* NAD 83(2011) EPOCH   -  2010.00
 DQ1018* NAVD 88 ORTHO HEIGHT -   155.13  (meters)      509.0   (feet) RESET
 DQ1018  ______________________________________________________________________
 DQ1018  GEOID HEIGHT    -        -32.258 (meters)                     GEOID18
 DQ1018  NAD 83(2011) X  -    265,542.894 (meters)                     COMP
 DQ1018  NAD 83(2011) Y  - -5,005,025.632 (meters)                     COMP
 DQ1018  NAD 83(2011) Z  -  3,931,568.702 (meters)                     COMP
 DQ1018  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 DQ1018  VERT ORDER      -  THIRD
 DQ1018
 DQ1018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1018  Standards:
 DQ1018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1018  -------------------------------------------------------------------
 DQ1018  NETWORK    0.56   1.12           0.25   0.20   0.57      0.04957587
 DQ1018  -------------------------------------------------------------------
 DQ1018  Click here for local accuracies and other accuracy information.
 DQ1018
 DQ1018.The horizontal coordinates were established by GPS observations
 DQ1018.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1018
 DQ1018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1018.been affixed to the stable North American tectonic plate. See 
 DQ1018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1018
 DQ1018.The horizontal coordinates are valid at the epoch date displayed above
 DQ1018.which is a decimal equivalence of Year/Month/Day.
 DQ1018
 DQ1018.The orthometric height was computed from unverified reset data.
 DQ1018
 DQ1018.No vertical observational check was made to the station.
 DQ1018
 DQ1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1018.GEOID18 height accuracy estimate available here.
 DQ1018
 DQ1018.Click photographs - Photos may exist for this station.
 DQ1018
 DQ1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1018
 DQ1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1018
 DQ1018.The ellipsoidal height was determined by GPS observations
 DQ1018.and is referenced to NAD 83.
 DQ1018
 DQ1018. The following values were computed from the NAD 83(2011) position.
 DQ1018
 DQ1018;                    North         East     Units Scale Factor Converg.
 DQ1018;SPC IN W     -   338,623.440   910,525.376   MT  0.99996803   +0 04 28.5
 DQ1018;SPC IN W     - 1,110,967.07  2,987,282.00   sFT  0.99996803   +0 04 28.5
 DQ1018;UTM  16      - 4,238,926.086   503,234.818   MT  0.99960013   +0 01 22.5
 DQ1018
 DQ1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1018!SPC IN W     -   0.99998072  x   0.99996803  =   0.99994875
 DQ1018!UTM  16      -   0.99998072  x   0.99960013  =   0.99958086
 DQ1018
 DQ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0323438926(NAD 83)
 DQ1018
 DQ1018                          SUPERSEDED SURVEY CONTROL
 DQ1018
 DQ1018.No superseded survey control is available for this station.
 DQ1018
 DQ1018_MARKER: F = FLANGE-ENCASED ROD
 DQ1018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1018_STAMPING: C 317 RESET 2014
 DQ1018_MARK LOGO: NONE
 DQ1018_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1018_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1018+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 DQ1018_ROD/PIPE-DEPTH: 4.0 meters
 DQ1018_SLEEVE-DEPTH  : 0.9 meters
 DQ1018
 DQ1018  HISTORY     - Date     Condition        Report By
 DQ1018  HISTORY     - 20140925 MONUMENTED       BFSINC
 DQ1018  HISTORY     - 20150217 GOOD             INDOT
 DQ1018
 DQ1018                          STATION DESCRIPTION
 DQ1018
 DQ1018'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1018'THE STATION IS LOCATED ON WEST SIDE OF HUNTINGBURG, 5.3 MI (8.5 KM)
 DQ1018'NORTHEAST OF HOLLAND, 4.0 MI (6.4 KM) SOUTHEAST OF DUFF, 6.6 MI (10.6
 DQ1018'KM) MILES SOUTH OF JASPER.  SET ON STATE RIGHT-OF-WAY.
 DQ1018'
 DQ1018'TO REACH THE STATION FROM THE INTERSECTION OF US 231 AND STATE ROUTE
 DQ1018'64 IN HUNTINGBURG, GO WEST 0.44 MI (0.7 KM) ON STATE ROUTE 64 TO THE
 DQ1018'ENTRY TO THE CHARLES C. NIEHAUS MEMORIAL GOLF DRIVING RANGE ON THE
 DQ1018'SOUTH SIDE OF STATE ROUTE 64.  TURN LEFT (SOUTH) INTO DRIVE, STATION
 DQ1018'IS LOCATED TO THE LEFT (EAST).  STATION IS LOCATED 3 FT (0.9 M) NORTH
 DQ1018'OF SIDEWALK AND 145 FT (44.2 M) EAST OF SAID DRIVE.
 DQ1018'
 DQ1018'ABOUT EVEN WITH THE LEVEL OF THE SIDEWALK, 133.2 FT (40.6 M) NORTHWEST
 DQ1018'TO A POWER POLE, 40.0 FT (12.2 M) NORTH-NORTHEAST TO THE CENTER OF A
 DQ1018'CATCH BASIN, 159 FT (48.5 M) WEST TO THE CENTERLINE A CONCRETE DRIVE
 DQ1018'AND 220 FT (67.1 M) NORTHEAST TO A POWER POLE.
 DQ1018'
 DQ1018'NOTE-(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1018'CAP.
 DQ1018'
 DQ1018'NOTE-(2) MENTOR IS NOT SCHEDULED TO BE REMOVED.  MENTOR RESET WAS
 DQ1018'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ1018'INTERFERENCE.
 DQ1018
 DQ1018                          STATION RECOVERY (2015)
 DQ1018
 DQ1018'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (MS)
 DQ1018'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0562 ***********************************************************************
 HA0562  DESIGNATION -  C 318
 HA0562  PID         -  HA0562
 HA0562  STATE/COUNTY-  IN/SPENCER
 HA0562  COUNTRY     -  US
 HA0562  USGS QUAD   -  ROCKPORT (2019)
 HA0562
 HA0562                         *CURRENT SURVEY CONTROL
 HA0562  ______________________________________________________________________
 HA0562* NAD 83(1986) POSITION- 37 58 27.     (N) 087 02 19.     (W)   SCALED
 HA0562* NAVD 88 ORTHO HEIGHT -   122.329 (meters)      401.34  (feet) ADJUSTED
 HA0562  ______________________________________________________________________
 HA0562  GEOID HEIGHT    -        -31.331 (meters)                     GEOID18
 HA0562  DYNAMIC HEIGHT  -        122.247 (meters)      401.07  (feet) COMP
 HA0562  MODELED GRAVITY -    979,961.0   (mgal)                       NAVD 88
 HA0562
 HA0562  VERT ORDER      -  FIRST     CLASS II
 HA0562
 HA0562.The horizontal coordinates were scaled from a map and have
 HA0562.an estimated accuracy of +/- 6 seconds.
 HA0562
 HA0562.The orthometric height was determined by differential leveling and
 HA0562.adjusted by the NATIONAL GEODETIC SURVEY
 HA0562.in June 1991.
 HA0562
 HA0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0562.GEOID18 height accuracy estimate available here.
 HA0562
 HA0562.Click photographs - Photos may exist for this station.
 HA0562
 HA0562.The dynamic height is computed by dividing the NAVD 88
 HA0562.geopotential number by the normal gravity value computed on the
 HA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0562.degrees latitude (g = 980.6199 gals.).
 HA0562
 HA0562.The modeled gravity was interpolated from observed gravity values.
 HA0562
 HA0562;                    North         East    Units  Estimated Accuracy
 HA0562;SPC IN W     -   302,630.      903,930.      MT  (+/- 180 meters Scaled)
 HA0562
 HA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH966029(NAD 83)
 HA0562
 HA0562                          SUPERSEDED SURVEY CONTROL
 HA0562
 HA0562  NGVD 29 (??/??/92)  122.429  (m)          401.67   (f) ADJ UNCH    1 2
 HA0562
 HA0562.Superseded values are not recommended for survey control.
 HA0562
 HA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0562.See file dsdata.pdf to determine how the superseded data were derived.
 HA0562
 HA0562_MARKER: DB = BENCH MARK DISK
 HA0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0562_STAMPING: C 318 1965
 HA0562_MARK LOGO: CGS
 HA0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0562+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2010
 HA0562
 HA0562  HISTORY     - Date     Condition        Report By
 HA0562  HISTORY     - 1965     MONUMENTED       CGS
 HA0562  HISTORY     - 20100811 GOOD             GEOCAC
 HA0562  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 HA0562
 HA0562                          STATION DESCRIPTION
 HA0562
 HA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0562'2.9 MI S FROM CHRISNEY.
 HA0562'ABOUT 2.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0562'OFFICE AT CHRISNEY, IN SECTION 23, T 6 S, R 6 W, 49 FEET NORTHEAST
 HA0562'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 38 FEET NORTH
 HA0562'OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE SOUTHEAST
 HA0562'CORNER OF A SHORT WOODEN TRESTLE, 28 FEET EAST OF THE EAST RAIL,
 HA0562'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 HA0562'OF THE ROAD AND RAILS, SET IN THE TOP OF A 5-INCH CAST IRON PIPE
 HA0562'FILLED WITH CONCRETE AND PROJECTING 1 FOOT.
 HA0562
 HA0562                          STATION RECOVERY (2010)
 HA0562
 HA0562'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0562'MARK RECOVERED IN GOOD CONDITION
 HA0562
 HA0562                          STATION RECOVERY (2022)
 HA0562
 HA0562'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1013 ***********************************************************************
 JZ1013  DESIGNATION -  C 319
 JZ1013  PID         -  JZ1013
 JZ1013  STATE/COUNTY-  IN/OHIO
 JZ1013  COUNTRY     -  US
 JZ1013  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ1013
 JZ1013                         *CURRENT SURVEY CONTROL
 JZ1013  ______________________________________________________________________
 JZ1013* NAD 83(1986) POSITION- 39 00 03.     (N) 084 51 50.     (W)   SCALED
 JZ1013* NAVD 88 ORTHO HEIGHT -   154.351 (meters)      506.40  (feet) ADJUSTED
 JZ1013  ______________________________________________________________________
 JZ1013  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ1013  DYNAMIC HEIGHT  -        154.254 (meters)      506.08  (feet) COMP
 JZ1013  MODELED GRAVITY -    979,997.8   (mgal)                       NAVD 88
 JZ1013
 JZ1013  VERT ORDER      -  FIRST     CLASS II
 JZ1013
 JZ1013.The horizontal coordinates were scaled from a map and have
 JZ1013.an estimated accuracy of +/- 6 seconds.
 JZ1013
 JZ1013.The orthometric height was determined by differential leveling and
 JZ1013.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1013.in June 1991.
 JZ1013
 JZ1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1013.GEOID18 height accuracy estimate available here.
 JZ1013
 JZ1013.Click photographs - Photos may exist for this station.
 JZ1013
 JZ1013.The dynamic height is computed by dividing the NAVD 88
 JZ1013.geopotential number by the normal gravity value computed on the
 JZ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1013.degrees latitude (g = 980.6199 gals.).
 JZ1013
 JZ1013.The modeled gravity was interpolated from observed gravity values.
 JZ1013
 JZ1013;                    North         East    Units  Estimated Accuracy
 JZ1013;SPC IN E     -   416,900.      169,540.      MT  (+/- 180 meters Scaled)
 JZ1013
 JZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ849190(NAD 83)
 JZ1013
 JZ1013                          SUPERSEDED SURVEY CONTROL
 JZ1013
 JZ1013  NGVD 29 (??/??/92)  154.558  (m)          507.08   (f) ADJ UNCH    1 2
 JZ1013
 JZ1013.Superseded values are not recommended for survey control.
 JZ1013
 JZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1013.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1013
 JZ1013_MARKER: DB = BENCH MARK DISK
 JZ1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1013_SP_SET: BRIDGE
 JZ1013_STAMPING: C 319 1965
 JZ1013_MARK LOGO: CGS
 JZ1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1013
 JZ1013  HISTORY     - Date     Condition        Report By
 JZ1013  HISTORY     - 1965     MONUMENTED       CGS
 JZ1013  HISTORY     - 1986     GOOD             LOCSUR
 JZ1013
 JZ1013                          STATION DESCRIPTION
 JZ1013
 JZ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JZ1013'4.5 MI SE FROM AURORA.
 JZ1013'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1013'AT AURORA, OR 4.1 MILE NORTH ALONG STATE HIGHWAY 56 FROM THE
 JZ1013'COURTHOUSE AT RISING SUN, IN SECTION 22, T 4 N, R 1 W, 18 FEET
 JZ1013'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JZ1013'THE EAST WINGWALL OF A SMALL CONCRETE BRIDGE, 4 FEET SOUTH OF A
 JZ1013'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JZ1013
 JZ1013                          STATION RECOVERY (1986)
 JZ1013
 JZ1013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1023 ***********************************************************************
 HZ1023  DESIGNATION -  C 320
 HZ1023  PID         -  HZ1023
 HZ1023  STATE/COUNTY-  IN/SWITZERLAND
 HZ1023  COUNTRY     -  US
 HZ1023  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1023
 HZ1023                         *CURRENT SURVEY CONTROL
 HZ1023  ______________________________________________________________________
 HZ1023* NAD 83(1986) POSITION- 38 45 52.     (N) 085 01 24.     (W)   SCALED
 HZ1023* NAVD 88 ORTHO HEIGHT -   140.142 (meters)      459.78  (feet) ADJUSTED
 HZ1023  ______________________________________________________________________
 HZ1023  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 HZ1023  DYNAMIC HEIGHT  -        140.052 (meters)      459.49  (feet) COMP
 HZ1023  MODELED GRAVITY -    979,987.0   (mgal)                       NAVD 88
 HZ1023
 HZ1023  VERT ORDER      -  FIRST     CLASS II
 HZ1023
 HZ1023.The horizontal coordinates were scaled from a map and have
 HZ1023.an estimated accuracy of +/- 6 seconds.
 HZ1023
 HZ1023.The orthometric height was determined by differential leveling and
 HZ1023.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1023.in June 1991.
 HZ1023
 HZ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1023.GEOID18 height accuracy estimate available here.
 HZ1023
 HZ1023.Click photographs - Photos may exist for this station.
 HZ1023
 HZ1023.The dynamic height is computed by dividing the NAVD 88
 HZ1023.geopotential number by the normal gravity value computed on the
 HZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1023.degrees latitude (g = 980.6199 gals.).
 HZ1023
 HZ1023.The modeled gravity was interpolated from observed gravity values.
 HZ1023
 HZ1023;                    North         East    Units  Estimated Accuracy
 HZ1023;SPC IN E     -   390,540.      155,910.      MT  (+/- 180 meters Scaled)
 HZ1023
 HZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH717924(NAD 83)
 HZ1023
 HZ1023                          SUPERSEDED SURVEY CONTROL
 HZ1023
 HZ1023  NGVD 29 (??/??/92)  140.329  (m)          460.40   (f) ADJ UNCH    1 2
 HZ1023
 HZ1023.Superseded values are not recommended for survey control.
 HZ1023
 HZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1023.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1023
 HZ1023_MARKER: DB = BENCH MARK DISK
 HZ1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1023_SP_SET: BRIDGE
 HZ1023_STAMPING: C 320 1965
 HZ1023_MARK LOGO: CGS
 HZ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1023
 HZ1023  HISTORY     - Date     Condition        Report By
 HZ1023  HISTORY     - 1965     MONUMENTED       CGS
 HZ1023  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ1023
 HZ1023                          STATION DESCRIPTION
 HZ1023
 HZ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1023'3 MI NE FROM VEVAY.
 HZ1023'2.95 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE COURTHOUSE
 HZ1023'AT VEVAY, IN SECTION 8, T 1 N, R 2 W, 130 FEET NORTH OF THE CENTER
 HZ1023'LINE OF THE HIGHWAY, 10 FEET SOUTH OF THE CENTER LINE OF THE OLD
 HZ1023'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE GUARD
 HZ1023'RAIL ON A CONCRETE ARCHED BRIDGE OVER HUNT CREEK ON THE OLD
 HZ1023'HIGHWAY, ABOUT 2 FEET ABOVE THE FLOOR OF THE BRIDGE, AND ABOUT
 HZ1023'6 FEET BELOW THE LEVEL OF THE NEW HIGHWAY.
 HZ1023
 HZ1023                          STATION RECOVERY (1991)
 HZ1023
 HZ1023'RECOVERY NOTE BY US POWER SQUADRON 1991 (RH)
 HZ1023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1059 ***********************************************************************
 HZ1059  DESIGNATION -  C 321
 HZ1059  PID         -  HZ1059
 HZ1059  STATE/COUNTY-  IN/JEFFERSON
 HZ1059  COUNTRY     -  US
 HZ1059  USGS QUAD   -  MADISON WEST (2019)
 HZ1059
 HZ1059                         *CURRENT SURVEY CONTROL
 HZ1059  ______________________________________________________________________
 HZ1059* NAD 83(1986) POSITION- 38 44 10.     (N) 085 27 01.     (W)   SCALED
 HZ1059* NAVD 88 ORTHO HEIGHT -   247.993 (meters)      813.62  (feet) ADJUSTED
 HZ1059  ______________________________________________________________________
 HZ1059  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 HZ1059  DYNAMIC HEIGHT  -        247.830 (meters)      813.09  (feet) COMP
 HZ1059  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 HZ1059
 HZ1059  VERT ORDER      -  FIRST     CLASS II
 HZ1059
 HZ1059.The horizontal coordinates were scaled from a map and have
 HZ1059.an estimated accuracy of +/- 6 seconds.
 HZ1059
 HZ1059.The orthometric height was determined by differential leveling and
 HZ1059.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1059.in June 1991.
 HZ1059
 HZ1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1059.GEOID18 height accuracy estimate available here.
 HZ1059
 HZ1059.Click photographs - Photos may exist for this station.
 HZ1059
 HZ1059.The dynamic height is computed by dividing the NAVD 88
 HZ1059.geopotential number by the normal gravity value computed on the
 HZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1059.degrees latitude (g = 980.6199 gals.).
 HZ1059
 HZ1059.The modeled gravity was interpolated from observed gravity values.
 HZ1059
 HZ1059;                    North         East    Units  Estimated Accuracy
 HZ1059;SPC IN E     -   387,220.      118,810.      MT  (+/- 180 meters Scaled)
 HZ1059
 HZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH346886(NAD 83)
 HZ1059
 HZ1059                          SUPERSEDED SURVEY CONTROL
 HZ1059
 HZ1059  NGVD 29 (??/??/92)  248.156  (m)          814.16   (f) ADJ UNCH    1 2
 HZ1059
 HZ1059.Superseded values are not recommended for survey control.
 HZ1059
 HZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1059.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1059
 HZ1059_MARKER: DB = BENCH MARK DISK
 HZ1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1059_STAMPING: C 321 1965
 HZ1059_MARK LOGO: CGS
 HZ1059_PROJECTION: PROJECTING
 HZ1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1059+STABILITY: SURFACE MOTION
 HZ1059
 HZ1059  HISTORY     - Date     Condition        Report By
 HZ1059  HISTORY     - 1965     MONUMENTED       CGS
 HZ1059  HISTORY     - 1976     GOOD             NGS
 HZ1059
 HZ1059                          STATION DESCRIPTION
 HZ1059
 HZ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1059'4.1 MI W FROM MADISON.
 HZ1059'4.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1059'COURTHOUSE AT MADISON, IN SECTION 6, T 3 N, R 10 E, AT A JUNCTION
 HZ1059'OF THE HIGHWAY AND STATE HIGHWAY 107, 202 FEET NORTHWEST OF THE
 HZ1059'CENTER OF THE INTERSECTION, 110 FEET WEST OF THE CENTER LINE OF
 HZ1059'STATE HIGHWAY 107, 25 FEET EAST OF THE CENTER LINE OF A GRAVELED
 HZ1059'ROAD, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH
 HZ1059'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, AND
 HZ1059'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ1059'NOTE-- THIS MARK IS ALSO ABOUT 1.85 MILES NORTHEAST ALONG STATE
 HZ1059'HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT HANOVER.
 HZ1059
 HZ1059                          STATION RECOVERY (1976)
 HZ1059
 HZ1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HZ1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1607 ***********************************************************************
 HZ1607  DESIGNATION -  C 322
 HZ1607  PID         -  HZ1607
 HZ1607  STATE/COUNTY-  IN/CLARK
 HZ1607  COUNTRY     -  US
 HZ1607  USGS QUAD   -  OWEN (2019)
 HZ1607
 HZ1607                         *CURRENT SURVEY CONTROL
 HZ1607  ______________________________________________________________________
 HZ1607* NAD 83(1986) POSITION- 38 29 14.     (N) 085 34 45.     (W)   SCALED
 HZ1607* NAVD 88 ORTHO HEIGHT -   200.115 (meters)      656.54  (feet) ADJUSTED
 HZ1607  ______________________________________________________________________
 HZ1607  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 HZ1607  DYNAMIC HEIGHT  -        199.980 (meters)      656.10  (feet) COMP
 HZ1607  MODELED GRAVITY -    979,953.6   (mgal)                       NAVD 88
 HZ1607
 HZ1607  VERT ORDER      -  FIRST     CLASS II
 HZ1607
 HZ1607.The horizontal coordinates were scaled from a map and have
 HZ1607.an estimated accuracy of +/- 6 seconds.
 HZ1607
 HZ1607.The orthometric height was determined by differential leveling and
 HZ1607.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1607.in June 1991.
 HZ1607
 HZ1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1607.GEOID18 height accuracy estimate available here.
 HZ1607
 HZ1607.Click photographs - Photos may exist for this station.
 HZ1607
 HZ1607.The dynamic height is computed by dividing the NAVD 88
 HZ1607.geopotential number by the normal gravity value computed on the
 HZ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1607.degrees latitude (g = 980.6199 gals.).
 HZ1607
 HZ1607.The modeled gravity was interpolated from observed gravity values.
 HZ1607
 HZ1607;                    North         East    Units  Estimated Accuracy
 HZ1607;SPC IN E     -   359,580.      107,630.      MT  (+/- 180 meters Scaled)
 HZ1607
 HZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH239608(NAD 83)
 HZ1607
 HZ1607                          SUPERSEDED SURVEY CONTROL
 HZ1607
 HZ1607  NGVD 29 (??/??/92)  200.274  (m)          657.07   (f) ADJ UNCH    1 2
 HZ1607
 HZ1607.Superseded values are not recommended for survey control.
 HZ1607
 HZ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1607.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1607
 HZ1607_MARKER: DB = BENCH MARK DISK
 HZ1607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1607_STAMPING: C 322 1965
 HZ1607_MARK LOGO: CGS
 HZ1607_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1607
 HZ1607  HISTORY     - Date     Condition        Report By
 HZ1607  HISTORY     - 1965     MONUMENTED       CGS
 HZ1607
 HZ1607                          STATION DESCRIPTION
 HZ1607
 HZ1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1607'5.6 MI NE FROM CHARLESTOWN.
 HZ1607'ABOUT 5.6 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1607'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, OR 6.25 MILES SOUTHWEST
 HZ1607'ALONG STATE HIGHWAY 62 FROM THE SCHOOLHOUSE AT NEW WASHINGTON,
 HZ1607'40 FEET NORTH WEST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT
 HZ1607'SOUTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 HZ1607'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 HZ1607'COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED
 HZ1607'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1569 ***********************************************************************
 HZ1569  DESIGNATION -  C 323
 HZ1569  PID         -  HZ1569
 HZ1569  STATE/COUNTY-  IN/FLOYD
 HZ1569  COUNTRY     -  US
 HZ1569  USGS QUAD   -  LOUISVILLE WEST (2019)
 HZ1569
 HZ1569                         *CURRENT SURVEY CONTROL
 HZ1569  ______________________________________________________________________
 HZ1569* NAD 83(1986) POSITION- 38 14 25.     (N) 085 51 00.     (W)   SCALED
 HZ1569* NAVD 88 ORTHO HEIGHT -   134.618 (meters)      441.66  (feet) ADJUSTED
 HZ1569  ______________________________________________________________________
 HZ1569  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 HZ1569  DYNAMIC HEIGHT  -        134.527 (meters)      441.36  (feet) COMP
 HZ1569  MODELED GRAVITY -    979,950.7   (mgal)                       NAVD 88
 HZ1569
 HZ1569  VERT ORDER      -  FIRST     CLASS II
 HZ1569
 HZ1569.The horizontal coordinates were scaled from a map and have
 HZ1569.an estimated accuracy of +/- 6 seconds.
 HZ1569
 HZ1569.The orthometric height was determined by differential leveling and
 HZ1569.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1569.in June 1991.
 HZ1569
 HZ1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1569.GEOID18 height accuracy estimate available here.
 HZ1569
 HZ1569.Click photographs - Photos may exist for this station.
 HZ1569
 HZ1569.The dynamic height is computed by dividing the NAVD 88
 HZ1569.geopotential number by the normal gravity value computed on the
 HZ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1569.degrees latitude (g = 980.6199 gals.).
 HZ1569
 HZ1569.The modeled gravity was interpolated from observed gravity values.
 HZ1569
 HZ1569;                    North         East    Units  Estimated Accuracy
 HZ1569;SPC IN E     -   332,180.       83,950.      MT  (+/- 180 meters Scaled)
 HZ1569
 HZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH006331(NAD 83)
 HZ1569
 HZ1569                          SUPERSEDED SURVEY CONTROL
 HZ1569
 HZ1569  NGVD 29 (??/??/92)  134.757  (m)          442.12   (f) ADJ UNCH    1 2
 HZ1569
 HZ1569.Superseded values are not recommended for survey control.
 HZ1569
 HZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1569.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1569
 HZ1569_MARKER: DB = BENCH MARK DISK
 HZ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1569_STAMPING: C 323 1965
 HZ1569_MARK LOGO: CGS
 HZ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1569+STABILITY: SURFACE MOTION
 HZ1569
 HZ1569  HISTORY     - Date     Condition        Report By
 HZ1569  HISTORY     - 1965     MONUMENTED       CGS
 HZ1569
 HZ1569                          STATION DESCRIPTION
 HZ1569
 HZ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1569'3.5 MI S FROM NEW ALBANY.
 HZ1569'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1569'STATION AT NEW ALBANY, THENCE 2.45 MILES SOUTH ALONG STATE
 HZ1569'HIGHWAY 111, IN SECTION 21, T 3 S, R 6 E, ABOUT 0.3 MILE SOUTH
 HZ1569'OF THE INTERSECTION OF THE HIGHWAY AND TWO-MILE LANE, 9 FEET
 HZ1569'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SOUTH OF A FENCE
 HZ1569'CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH OF A
 HZ1569'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HZ1569'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0445 ***********************************************************************
 JA0445  DESIGNATION -  C 324
 JA0445  PID         -  JA0445
 JA0445  STATE/COUNTY-  IN/HARRISON
 JA0445  COUNTRY     -  US
 JA0445  USGS QUAD   -  LACONIA (2019)
 JA0445
 JA0445                         *CURRENT SURVEY CONTROL
 JA0445  ______________________________________________________________________
 JA0445* NAD 83(1986) POSITION- 38 01 26.     (N) 086 02 21.     (W)   SCALED
 JA0445* NAVD 88 ORTHO HEIGHT -   144.117 (meters)      472.82  (feet) ADJUSTED
 JA0445  ______________________________________________________________________
 JA0445  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 JA0445  DYNAMIC HEIGHT  -        144.015 (meters)      472.49  (feet) COMP
 JA0445  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 JA0445
 JA0445  VERT ORDER      -  FIRST     CLASS II
 JA0445
 JA0445.The horizontal coordinates were scaled from a map and have
 JA0445.an estimated accuracy of +/- 6 seconds.
 JA0445
 JA0445.The orthometric height was determined by differential leveling and
 JA0445.adjusted by the NATIONAL GEODETIC SURVEY
 JA0445.in June 1991.
 JA0445
 JA0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0445.GEOID18 height accuracy estimate available here.
 JA0445
 JA0445.Click photographs - Photos may exist for this station.
 JA0445
 JA0445.The dynamic height is computed by dividing the NAVD 88
 JA0445.geopotential number by the normal gravity value computed on the
 JA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0445.degrees latitude (g = 980.6199 gals.).
 JA0445
 JA0445.The modeled gravity was interpolated from observed gravity values.
 JA0445
 JA0445;                    North         East    Units  Estimated Accuracy
 JA0445;SPC IN E     -   308,210.       67,290.      MT  (+/- 180 meters Scaled)
 JA0445
 JA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH843089(NAD 83)
 JA0445
 JA0445                          SUPERSEDED SURVEY CONTROL
 JA0445
 JA0445  NGVD 29 (??/??/92)  144.237  (m)          473.22   (f) ADJ UNCH    1 2
 JA0445
 JA0445.Superseded values are not recommended for survey control.
 JA0445
 JA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0445.See file dsdata.pdf to determine how the superseded data were derived.
 JA0445
 JA0445_MARKER: DB = BENCH MARK DISK
 JA0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0445_SP_SET: BRIDGE
 JA0445_STAMPING: C 324 1965
 JA0445_MARK LOGO: CGS
 JA0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0445
 JA0445  HISTORY     - Date     Condition        Report By
 JA0445  HISTORY     - 1965     MONUMENTED       CGS
 JA0445
 JA0445                          STATION DESCRIPTION
 JA0445
 JA0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0445'6 MI NW FROM EVANS LANDING.
 JA0445'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0445'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE
 JA0445'HIGHWAY 111, THENCE 2.45 MILES NORTHWEST ALONG A GRAVELED ROAD,
 JA0445'THENCE 1.0 MILE WEST AND SOUTHWEST ALONG A GRAVELED ROAD, OR
 JA0445'ABOUT 1.65 MILES EAST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT
 JA0445'LACONIA, THENCE 1.6 MILES SOUTH ALONG A PAVED ROAD, 13 1/2 FEET
 JA0445'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 JA0445'SOUTH END OF THE SOUTH CONCRETE WING WALL AT THE SOUTHWEST END
 JA0445'OF A BRIDGE OVER WEST BRANCH MOSQUITO CREEK, 4.7 FEET SOUTH OF
 JA0445'THE SOUTH CORNER OF A BRIDGE, 1 1/2 FEET NORTH OF THE SOUTH END
 JA0445'OF THE WING WALL, AND ABOUT 1 FOOT LOWER THAN THE ROAD, IN S 2,
 JA0445'T 6 S, R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1110 ***********************************************************************
 HA1110  DESIGNATION -  C 325
 HA1110  PID         -  HA1110
 HA1110  STATE/COUNTY-  IN/VANDERBURGH
 HA1110  COUNTRY     -  US
 HA1110  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1110
 HA1110                         *CURRENT SURVEY CONTROL
 HA1110  ______________________________________________________________________
 HA1110* NAD 83(1986) POSITION- 37 58 41.28   (N) 087 36 10.45   (W)   HD_HELD1
 HA1110* NAVD 88 ORTHO HEIGHT -   117.534 (meters)      385.61  (feet) ADJUSTED
 HA1110  ______________________________________________________________________
 HA1110  GEOID HEIGHT    -        -30.993 (meters)                     GEOID18
 HA1110  DYNAMIC HEIGHT  -        117.453 (meters)      385.34  (feet) COMP
 HA1110  MODELED GRAVITY -    979,936.0   (mgal)                       NAVD 88
 HA1110
 HA1110  VERT ORDER      -  FIRST     CLASS II
 HA1110
 HA1110.The horizontal coordinates were determined by differentially corrected
 HA1110.hand held GPS observations or other comparable positioning techniques
 HA1110.and have an estimated accuracy of +/- 3 meters.
 HA1110
 HA1110.The orthometric height was determined by differential leveling and
 HA1110.adjusted by the NATIONAL GEODETIC SURVEY
 HA1110.in June 1991.
 HA1110
 HA1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1110.GEOID18 height accuracy estimate available here.
 HA1110
 HA1110.Click photographs - Photos may exist for this station.
 HA1110
 HA1110.The dynamic height is computed by dividing the NAVD 88
 HA1110.geopotential number by the normal gravity value computed on the
 HA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1110.degrees latitude (g = 980.6199 gals.).
 HA1110
 HA1110.The modeled gravity was interpolated from observed gravity values.
 HA1110
 HA1110;                    North         East    Units  Estimated Accuracy
 HA1110;SPC IN W     -   303,194.4     854,352.8     MT  (+/- 3 meters HH1 GPS) 
 HA1110
 HA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4705003560(NAD 83)
 HA1110
 HA1110                          SUPERSEDED SURVEY CONTROL
 HA1110
 HA1110  NGVD 29 (??/??/92)  117.629  (m)          385.92   (f) ADJ UNCH    1 2
 HA1110
 HA1110.Superseded values are not recommended for survey control.
 HA1110
 HA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1110.See file dsdata.pdf to determine how the superseded data were derived.
 HA1110
 HA1110_MARKER: DB = BENCH MARK DISK
 HA1110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1110_SP_SET: RETAINING WALL
 HA1110_STAMPING: C 325 1965
 HA1110_MARK LOGO: CGS
 HA1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1110+STABILITY: SURFACE MOTION
 HA1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1110+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2009
 HA1110
 HA1110  HISTORY     - Date     Condition        Report By
 HA1110  HISTORY     - 1965     MONUMENTED       CGS
 HA1110  HISTORY     - 1985     GOOD             NGS
 HA1110  HISTORY     - 1987     GOOD             USPSQD
 HA1110  HISTORY     - 19981107 GOOD             USPSQD
 HA1110  HISTORY     - 20091114 GOOD             BERNAR
 HA1110
 HA1110                          STATION DESCRIPTION
 HA1110
 HA1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1110'2 MI W FROM EVANSVILLE.
 HA1110'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1110'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1110'DRIVE, THENCE 1.2 MILES WEST ALONG PENNSYLVANIA AVENUE, IN
 HA1110'SECTION 25, T 6 S, R 11 W, 66 1/2 FEET NORTH OF THE CENTER OF A
 HA1110'SHRUBBERY LINE IN THE CENTER OF PENNSYLVANIA AVENUE, AT THE
 HA1110'EAST END OF THE NORTH CONCRETE RAMP FOR PEDESTRIANS LEADING OVER
 HA1110'THE EXPRESSWAY TO THE MEAD-JOHNSON COMPANY, SET IN THE TOP OF THE
 HA1110'EAST END OF THE NORTH CONCRETE RETAINING WALL OF THE RAMP,
 HA1110'4 1/2 FEET SOUTH OF THE SOUTH CURB OF A LARGE PARKING AREA, 1 1/2
 HA1110'FEET EAST OF THE EAST END OF A STEEL MESH FENCE, ABOUT 1 FOOT
 HA1110'ABOVE THE LEVEL OF THE AVENUE.
 HA1110
 HA1110                          STATION RECOVERY (1985)
 HA1110
 HA1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1110'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1110'AT THE INTERSECTION OF PENNSYLVANIA AND LEMCKE AVENUES.  ADD--58.0 M
 HA1110'(190.3 FT) EAST OF THE CENTER OF LEMCKE AVENUE, AND 13.0 M (42.7 FT)
 HA1110'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF PENNSYLVANIA
 HA1110'AVENUE.
 HA1110
 HA1110                          STATION RECOVERY (1987)
 HA1110
 HA1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1110'RECOVERED IN GOOD CONDITION.
 HA1110
 HA1110                          STATION RECOVERY (1998)
 HA1110
 HA1110'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1110'RECOVERED IN GOOD CONDITION.
 HA1110
 HA1110                          STATION RECOVERY (2009)
 HA1110
 HA1110'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2009 (MGB)
 HA1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0707 ***********************************************************************
 HA0707  DESIGNATION -  C 326
 HA0707  PID         -  HA0707
 HA0707  STATE/COUNTY-  IN/VANDERBURGH
 HA0707  COUNTRY     -  US
 HA0707  USGS QUAD   -  NEWBURGH (2019)
 HA0707
 HA0707                         *CURRENT SURVEY CONTROL
 HA0707  ______________________________________________________________________
 HA0707* NAD 83(1986) POSITION- 37 56 49.     (N) 087 28 19.     (W)   SCALED
 HA0707* NAVD 88 ORTHO HEIGHT -   118.768 (meters)      389.66  (feet) ADJUSTED
 HA0707  ______________________________________________________________________
 HA0707  GEOID HEIGHT    -        -31.037 (meters)                     GEOID18
 HA0707  DYNAMIC HEIGHT  -        118.687 (meters)      389.39  (feet) COMP
 HA0707  MODELED GRAVITY -    979,943.3   (mgal)                       NAVD 88
 HA0707
 HA0707  VERT ORDER      -  FIRST     CLASS II
 HA0707
 HA0707.The horizontal coordinates were scaled from a map and have
 HA0707.an estimated accuracy of +/- 6 seconds.
 HA0707
 HA0707.The orthometric height was determined by differential leveling and
 HA0707.adjusted by the NATIONAL GEODETIC SURVEY
 HA0707.in June 1991.
 HA0707
 HA0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0707.GEOID18 height accuracy estimate available here.
 HA0707
 HA0707.Click photographs - Photos may exist for this station.
 HA0707
 HA0707.The dynamic height is computed by dividing the NAVD 88
 HA0707.geopotential number by the normal gravity value computed on the
 HA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0707.degrees latitude (g = 980.6199 gals.).
 HA0707
 HA0707.The modeled gravity was interpolated from observed gravity values.
 HA0707
 HA0707;                    North         East    Units  Estimated Accuracy
 HA0707;SPC IN W     -   299,680.      865,840.      MT  (+/- 180 meters Scaled)
 HA0707
 HA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH585000(NAD 83)
 HA0707
 HA0707                          SUPERSEDED SURVEY CONTROL
 HA0707
 HA0707  NGVD 29 (??/??/92)  118.858  (m)          389.95   (f) ADJ UNCH    1 2
 HA0707
 HA0707.Superseded values are not recommended for survey control.
 HA0707
 HA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0707.See file dsdata.pdf to determine how the superseded data were derived.
 HA0707
 HA0707_MARKER: DB = BENCH MARK DISK
 HA0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0707_STAMPING: C 326 1965
 HA0707_MARK LOGO: CGS
 HA0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0707+STABILITY: SURFACE MOTION
 HA0707
 HA0707  HISTORY     - Date     Condition        Report By
 HA0707  HISTORY     - 1965     MONUMENTED       CGS
 HA0707  HISTORY     - 1988     GOOD             USPSQD
 HA0707
 HA0707                          STATION DESCRIPTION
 HA0707
 HA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0707'4.6 MI W FROM NEWBURGH.
 HA0707'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 662 FROM LOCK AND DAM
 HA0707'NUMBER 47 AT NEWBURGH, THENCE 0.5 MILE SOUTH ALONG STACER ROAD,
 HA0707'THENCE 1.45 MILES WEST ALONG POLLACK AVENUE, IN SECTION 7, T 7 S,
 HA0707'R 9 W, 174 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 158 FEET
 HA0707'WEST OF THE CENTER LINE OF LENN ROAD WHICH LEADS SOUTH, 86 FEET
 HA0707'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE ON A CORNER,
 HA0707'47 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE
 HA0707'WITH A LARGE STONE CHIMNEY, 19 1/2 FEET SOUTHEAST OF A 10-INCH
 HA0707'OAK TREE, 15 FEET NORTHWEST OF THE CENTER LINE OF A DIRT LEVEE,
 HA0707'3 FEET SOUTH OF THE SOUTH END OF A HEDGE ROW, ABOUT LEVEL WITH
 HA0707'THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HA0707'INCHES.
 HA0707
 HA0707                          STATION RECOVERY (1988)
 HA0707
 HA0707'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0505 ***********************************************************************
 JA0505  DESIGNATION -  C 327
 JA0505  PID         -  JA0505
 JA0505  STATE/COUNTY-  IN/CRAWFORD
 JA0505  COUNTRY     -  US
 JA0505  USGS QUAD   -  BEECHWOOD (2019)
 JA0505
 JA0505                         *CURRENT SURVEY CONTROL
 JA0505  ______________________________________________________________________
 JA0505* NAD 83(1986) POSITION- 38 12 27.     (N) 086 28 36.     (W)   SCALED
 JA0505* NAVD 88 ORTHO HEIGHT -   132.835 (meters)      435.81  (feet) ADJUSTED
 JA0505  ______________________________________________________________________
 JA0505  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JA0505  DYNAMIC HEIGHT  -        132.740 (meters)      435.50  (feet) COMP
 JA0505  MODELED GRAVITY -    979,917.0   (mgal)                       NAVD 88
 JA0505
 JA0505  VERT ORDER      -  FIRST     CLASS II
 JA0505
 JA0505.The horizontal coordinates were scaled from a map and have
 JA0505.an estimated accuracy of +/- 6 seconds.
 JA0505
 JA0505.The orthometric height was determined by differential leveling and
 JA0505.adjusted by the NATIONAL GEODETIC SURVEY
 JA0505.in June 1991.
 JA0505
 JA0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0505.GEOID18 height accuracy estimate available here.
 JA0505
 JA0505.Click photographs - Photos may exist for this station.
 JA0505
 JA0505.The dynamic height is computed by dividing the NAVD 88
 JA0505.geopotential number by the normal gravity value computed on the
 JA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0505.degrees latitude (g = 980.6199 gals.).
 JA0505
 JA0505.The modeled gravity was interpolated from observed gravity values.
 JA0505
 JA0505;                    North         East    Units  Estimated Accuracy
 JA0505;SPC IN W     -   328,700.      953,130.      MT  (+/- 180 meters Scaled)
 JA0505
 JA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458289(NAD 83)
 JA0505
 JA0505                          SUPERSEDED SURVEY CONTROL
 JA0505
 JA0505  NGVD 29 (??/??/92)  132.937  (m)          436.14   (f) ADJ UNCH    1 2
 JA0505
 JA0505.Superseded values are not recommended for survey control.
 JA0505
 JA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0505.See file dsdata.pdf to determine how the superseded data were derived.
 JA0505
 JA0505_MARKER: DB = BENCH MARK DISK
 JA0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0505_SP_SET: BRIDGE
 JA0505_STAMPING: C 327 1965
 JA0505_MARK LOGO: CGS
 JA0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0505
 JA0505  HISTORY     - Date     Condition        Report By
 JA0505  HISTORY     - 1965     MONUMENTED       CGS
 JA0505
 JA0505                          STATION DESCRIPTION
 JA0505
 JA0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0505'1.7 MI S FROM SULPHUR.
 JA0505'1.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0505'SULPHUR, IN SECTION 36, T 3 S, R 1 W, ABOUT 0.1 MILE SOUTH OF
 JA0505'THE JUNCTION OF A GRAVELED ROAD AND THE HIGHWAY, 13 FEET
 JA0505'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JA0505'THE NORTHEAST END OF THE NORTHWEST CONCRETE GUARDRAIL OF THE
 JA0505'BRIDGE OVER STINKING FORK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA0505'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0543 ***********************************************************************
 JA0543  DESIGNATION -  C 328
 JA0543  PID         -  JA0543
 JA0543  STATE/COUNTY-  IN/CRAWFORD
 JA0543  COUNTRY     -  US
 JA0543  USGS QUAD   -  BIRDSEYE (2019)
 JA0543
 JA0543                         *CURRENT SURVEY CONTROL
 JA0543  ______________________________________________________________________
 JA0543* NAD 83(1986) POSITION- 38 19 32.18   (N) 086 39 57.88   (W)   HD_HELD1
 JA0543* NAVD 88 ORTHO HEIGHT -   221.897 (meters)      728.01  (feet) ADJUSTED
 JA0543  ______________________________________________________________________
 JA0543  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 JA0543  DYNAMIC HEIGHT  -        221.744 (meters)      727.51  (feet) COMP
 JA0543  MODELED GRAVITY -    979,936.1   (mgal)                       NAVD 88
 JA0543
 JA0543  VERT ORDER      -  FIRST     CLASS II
 JA0543
 JA0543.The horizontal coordinates were determined by differentially corrected
 JA0543.hand held GPS observations or other comparable positioning techniques
 JA0543.and have an estimated accuracy of +/- 3 meters.
 JA0543
 JA0543.The orthometric height was determined by differential leveling and
 JA0543.adjusted by the NATIONAL GEODETIC SURVEY
 JA0543.in June 1991.
 JA0543
 JA0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0543.GEOID18 height accuracy estimate available here.
 JA0543
 JA0543.Click photographs - Photos may exist for this station.
 JA0543
 JA0543.The dynamic height is computed by dividing the NAVD 88
 JA0543.geopotential number by the normal gravity value computed on the
 JA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0543.degrees latitude (g = 980.6199 gals.).
 JA0543
 JA0543.The modeled gravity was interpolated from observed gravity values.
 JA0543
 JA0543;                    North         East    Units  Estimated Accuracy
 JA0543;SPC IN W     -   341,717.3     936,484.8     MT  (+/- 3 meters HH1 GPS) 
 JA0543
 JA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2918741995(NAD 83)
 JA0543
 JA0543                          SUPERSEDED SURVEY CONTROL
 JA0543
 JA0543  NGVD 29 (??/??/92)  222.005  (m)          728.36   (f) ADJ UNCH    1 2
 JA0543
 JA0543.Superseded values are not recommended for survey control.
 JA0543
 JA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0543.See file dsdata.pdf to determine how the superseded data were derived.
 JA0543
 JA0543_MARKER: DB = BENCH MARK DISK
 JA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0543_STAMPING: C 328 1965
 JA0543_MARK LOGO: CGS
 JA0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0543+STABILITY: SURFACE MOTION
 JA0543
 JA0543  HISTORY     - Date     Condition        Report By
 JA0543  HISTORY     - 1965     MONUMENTED       CGS
 JA0543
 JA0543                          STATION DESCRIPTION
 JA0543
 JA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0543'1.8 MI E FROM BIRDSEYE.
 JA0543'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE AT
 JA0543'BIRDSEYE, THENCE 1.7 MILES EAST ALONG THE SOUTHERN RAILWAY, IN SECTION
 JA0543'19, T 2 S, R 2 W, 2 1/2 RAILS WEST OF THE WEST END OF A RAILROAD
 JA0543'TRESTLE WHICH SERVES AS AN OVERPASS FOR A GRAVELED ROAD, 90 FEET
 JA0543'SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 71-B, 29
 JA0543'FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF SMALL TREES, 26
 JA0543'FEET WEST OF A 12-INCH OAK TREE, 1.5 FEET NORTH OF A METAL WITNESS
 JA0543'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JA0543'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0742 ***********************************************************************
 HA0742  DESIGNATION -  C 329
 HA0742  PID         -  HA0742
 HA0742  STATE/COUNTY-  IN/SPENCER
 HA0742  COUNTRY     -  US
 HA0742  USGS QUAD   -  ROCKPORT (2019)
 HA0742
 HA0742                         *CURRENT SURVEY CONTROL
 HA0742  ______________________________________________________________________
 HA0742* NAD 83(1986) POSITION- 37 53 59.     (N) 087 05 30.     (W)   SCALED
 HA0742* NAVD 88 ORTHO HEIGHT -   122.105 (meters)      400.61  (feet) ADJUSTED
 HA0742  ______________________________________________________________________
 HA0742  GEOID HEIGHT    -        -31.136 (meters)                     GEOID18
 HA0742  DYNAMIC HEIGHT  -        122.023 (meters)      400.34  (feet) COMP
 HA0742  MODELED GRAVITY -    979,954.8   (mgal)                       NAVD 88
 HA0742
 HA0742  VERT ORDER      -  FIRST     CLASS II
 HA0742
 HA0742.The horizontal coordinates were scaled from a map and have
 HA0742.an estimated accuracy of +/- 6 seconds.
 HA0742
 HA0742.The orthometric height was determined by differential leveling and
 HA0742.adjusted by the NATIONAL GEODETIC SURVEY
 HA0742.in June 1991.
 HA0742
 HA0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0742.GEOID18 height accuracy estimate available here.
 HA0742
 HA0742.Click photographs - Photos may exist for this station.
 HA0742
 HA0742.The dynamic height is computed by dividing the NAVD 88
 HA0742.geopotential number by the normal gravity value computed on the
 HA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0742.degrees latitude (g = 980.6199 gals.).
 HA0742
 HA0742.The modeled gravity was interpolated from observed gravity values.
 HA0742
 HA0742;                    North         East    Units  Estimated Accuracy
 HA0742;SPC IN W     -   294,360.      899,270.      MT  (+/- 180 meters Scaled)
 HA0742
 HA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG919946(NAD 83)
 HA0742
 HA0742                          SUPERSEDED SURVEY CONTROL
 HA0742
 HA0742  NGVD 29 (??/??/92)  122.203  (m)          400.93   (f) ADJ UNCH    1 2
 HA0742
 HA0742.Superseded values are not recommended for survey control.
 HA0742
 HA0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0742.See file dsdata.pdf to determine how the superseded data were derived.
 HA0742
 HA0742_MARKER: DB = BENCH MARK DISK
 HA0742_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0742_STAMPING: C 329 1965
 HA0742_MARK LOGO: CGS
 HA0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0742
 HA0742  HISTORY     - Date     Condition        Report By
 HA0742  HISTORY     - 1965     MONUMENTED       CGS
 HA0742
 HA0742                          STATION DESCRIPTION
 HA0742
 HA0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0742'3 MI W FROM ROCKPORT.
 HA0742'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0742'AT ROCKPORT, THENCE 2.5 MILES WEST ALONG STATE HIGHWAY 66 AND
 HA0742'U.S. HIGHWAY 231, 203 FEET WEST OF THE CENTER OF THE INTERSECTION
 HA0742'OF THE HIGHWAY AND A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER
 HA0742'LINE OF THE HIGHWAY, 123 FEET WEST OF THE NORTHWEST CORNER OF A
 HA0742'TILE BUILDING, 49 FEET EAST OF A POWER POLE, 2 FEET NORTHEAST
 HA0742'OF A FENCE, 2 FEET EAST OF A FENCE CORNER, SET ON THE TOP OF A
 HA0742'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 46 FEET
 HA0742'AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0520 ***********************************************************************
 HA0520  DESIGNATION -  C 330
 HA0520  PID         -  HA0520
 HA0520  STATE/COUNTY-  IN/PERRY
 HA0520  COUNTRY     -  US
 HA0520  USGS QUAD   -  CANNELTON (2019)
 HA0520
 HA0520                         *CURRENT SURVEY CONTROL
 HA0520  ______________________________________________________________________
 HA0520* NAD 83(1986) POSITION- 37 54 12.     (N) 086 42 12.     (W)   SCALED
 HA0520* NAVD 88 ORTHO HEIGHT -   126.148 (meters)      413.87  (feet) ADJUSTED
 HA0520  ______________________________________________________________________
 HA0520  GEOID HEIGHT    -        -31.953 (meters)                     GEOID18
 HA0520  DYNAMIC HEIGHT  -        126.058 (meters)      413.58  (feet) COMP
 HA0520  MODELED GRAVITY -    979,919.5   (mgal)                       NAVD 88
 HA0520
 HA0520  VERT ORDER      -  FIRST     CLASS II
 HA0520
 HA0520.The horizontal coordinates were scaled from a map and have
 HA0520.an estimated accuracy of +/- 6 seconds.
 HA0520
 HA0520.The orthometric height was determined by differential leveling and
 HA0520.adjusted by the NATIONAL GEODETIC SURVEY
 HA0520.in June 1991.
 HA0520
 HA0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0520.GEOID18 height accuracy estimate available here.
 HA0520
 HA0520.Click photographs - Photos may exist for this station.
 HA0520
 HA0520.The dynamic height is computed by dividing the NAVD 88
 HA0520.geopotential number by the normal gravity value computed on the
 HA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0520.degrees latitude (g = 980.6199 gals.).
 HA0520
 HA0520.The modeled gravity was interpolated from observed gravity values.
 HA0520
 HA0520;                    North         East    Units  Estimated Accuracy
 HA0520;SPC IN W     -   294,830.      933,420.      MT  (+/- 180 meters Scaled)
 HA0520
 HA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG260951(NAD 83)
 HA0520
 HA0520                          SUPERSEDED SURVEY CONTROL
 HA0520
 HA0520  NGVD 29 (??/??/92)  126.253  (m)          414.22   (f) ADJ UNCH    1 2
 HA0520
 HA0520.Superseded values are not recommended for survey control.
 HA0520
 HA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0520.See file dsdata.pdf to determine how the superseded data were derived.
 HA0520
 HA0520_MARKER: DB = BENCH MARK DISK
 HA0520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA0520_SP_SET: DRIVE
 HA0520_STAMPING: C 330 1965
 HA0520_MARK LOGO: CGS
 HA0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0520
 HA0520  HISTORY     - Date     Condition        Report By
 HA0520  HISTORY     - 1965     MONUMENTED       CGS
 HA0520  HISTORY     - 1979     GOOD             DOD
 HA0520  HISTORY     - 1979     GOOD             DOD
 HA0520  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0520
 HA0520                          STATION DESCRIPTION
 HA0520
 HA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0520'2.8 MI E FROM CANNELTON.
 HA0520'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 66 FROM THE PERRY COUNTY
 HA0520'COURTHOUSE, IS SECTION 14, T 7 S, R 3 W, 0.2 MILE NORTHEAST OF
 HA0520'THE CANNELTON DAM, 80 YARDS NORTH OF THE CENTER LINE OF STATE HIGHWAY
 HA0520'66, 100 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 66 SCENIC ROUTE,
 HA0520'SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE DRIVE AT THE
 HA0520'ENTRANCE TO A U.S. ENGINEERS SERVICE BUILDING, 19 1/2 FEET SOUTH
 HA0520'OF THE SOUTHWEST CORNER OF THE BUILDING, ABOUT 1 FOOT ABOVE THE
 HA0520'LEVEL OF THE GROUND.  NOTE-- THIS MARK WAS SET AT THIS LOCATION
 HA0520'AT THE REQUEST OF THE U.S. ENGINEERS.
 HA0520
 HA0520                          STATION RECOVERY (1979)
 HA0520
 HA0520'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 HA0520'RECOVERED IN GOOD CONDITION.
 HA0520
 HA0520                          STATION RECOVERY (1979)
 HA0520
 HA0520'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 HA0520'RECOVERED IN GOOD CONDITION.
 HA0520
 HA0520                          STATION RECOVERY (2023)
 HA0520
 HA0520'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0520'UNABLE TO REACH DUE TO LOCKED GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1126 ***********************************************************************
 JA1126  DESIGNATION -  C 331
 JA1126  PID         -  JA1126
 JA1126  STATE/COUNTY-  IN/GIBSON
 JA1126  COUNTRY     -  US
 JA1126  USGS QUAD   -  PRINCETON (2019)
 JA1126
 JA1126                         *CURRENT SURVEY CONTROL
 JA1126  ______________________________________________________________________
 JA1126* NAD 83(1986) POSITION- 38 21 20.13   (N) 087 34 27.66   (W)   HD_HELD1
 JA1126* NAVD 88 ORTHO HEIGHT -   147.135 (meters)      482.73  (feet) ADJUSTED
 JA1126  ______________________________________________________________________
 JA1126  GEOID HEIGHT    -        -31.483 (meters)                     GEOID18
 JA1126  DYNAMIC HEIGHT  -        147.038 (meters)      482.41  (feet) COMP
 JA1126  MODELED GRAVITY -    979,964.3   (mgal)                       NAVD 88
 JA1126
 JA1126  VERT ORDER      -  FIRST     CLASS II
 JA1126
 JA1126.The horizontal coordinates were determined by differentially corrected
 JA1126.hand held GPS observations or other comparable positioning techniques
 JA1126.and have an estimated accuracy of +/- 3 meters.
 JA1126
 JA1126.The orthometric height was determined by differential leveling and
 JA1126.adjusted by the NATIONAL GEODETIC SURVEY
 JA1126.in June 1991.
 JA1126
 JA1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1126.GEOID18 height accuracy estimate available here.
 JA1126
 JA1126.Click photographs - Photos may exist for this station.
 JA1126
 JA1126.The dynamic height is computed by dividing the NAVD 88
 JA1126.geopotential number by the normal gravity value computed on the
 JA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1126.degrees latitude (g = 980.6199 gals.).
 JA1126
 JA1126.The modeled gravity was interpolated from observed gravity values.
 JA1126
 JA1126;                    North         East    Units  Estimated Accuracy
 JA1126;SPC IN W     -   345,077.4     857,083.2     MT  (+/- 3 meters HH1 GPS) 
 JA1126
 JA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4981745425(NAD 83)
 JA1126
 JA1126                          SUPERSEDED SURVEY CONTROL
 JA1126
 JA1126  NGVD 29 (??/??/92)  147.272  (m)          483.17   (f) ADJ UNCH    1 2
 JA1126
 JA1126.Superseded values are not recommended for survey control.
 JA1126
 JA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1126.See file dsdata.pdf to determine how the superseded data were derived.
 JA1126
 JA1126_MARKER: DB = BENCH MARK DISK
 JA1126_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA1126+WITH SETTING: PAVEMENT
 JA1126_SP_SET: SEMAPHORE FOUNDATION
 JA1126_STAMPING: C 331 1965
 JA1126_MARK LOGO: CGS
 JA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1126+STABILITY: SURFACE MOTION
 JA1126
 JA1126  HISTORY     - Date     Condition        Report By
 JA1126  HISTORY     - 1965     MONUMENTED       CGS
 JA1126  HISTORY     - 20130827 GOOD             GEOCAC
 JA1126
 JA1126                          STATION DESCRIPTION
 JA1126
 JA1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1126'0.4 MI W FROM PRINCETON.
 JA1126'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1126'COUNTY COURTHOUSE AT PRINCETON TO THE CHICAGO AND EASTERN ILLINOIS
 JA1126'RAILROAD STATION, 10.6 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 JA1126'THE STATION AGENTS WINDOW, SET IN THE CENTER OF THE TOP OF AN
 JA1126'ABANDONED CONCRETE SEMAPHORE FOUNDATION, 14 FEET NORTHEAST OF THE
 JA1126'NORTHEAST RAIL OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD, 28
 JA1126'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 JA1126'SOUTHERN RAILWAY, 4.4 FEET SOUTHWEST OF THE STEP TO THE WAITING
 JA1126'ROOM OF THE STATION, ABOUT LEVEL WITH THE STATION PLATFORM, AND
 JA1126'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
 JA1126
 JA1126                          STATION RECOVERY (2013)
 JA1126
 JA1126'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1126'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1023 ***********************************************************************
 JA1023  DESIGNATION -  C 332
 JA1023  PID         -  JA1023
 JA1023  STATE/COUNTY-  IN/GIBSON
 JA1023  COUNTRY     -  US
 JA1023  USGS QUAD   -  OAKLAND CITY (2019)
 JA1023
 JA1023                         *CURRENT SURVEY CONTROL
 JA1023  ______________________________________________________________________
 JA1023* NAD 83(1986) POSITION- 38 20 00.     (N) 087 21 57.     (W)   SCALED
 JA1023* NAVD 88 ORTHO HEIGHT -   140.211 (meters)      460.01  (feet) POSTED
 JA1023  ______________________________________________________________________
 JA1023  GEOID HEIGHT    -        -31.735 (meters)                     GEOID18
 JA1023  DYNAMIC HEIGHT  -        140.12  (meters)      459.7   (feet) COMP
 JA1023  MODELED GRAVITY -    979,965.4   (mgal)                       NAVD 88
 JA1023
 JA1023  VERT ORDER      -  * POSTED, SEE BELOW
 JA1023
 JA1023.The horizontal coordinates were scaled from a map and have
 JA1023.an estimated accuracy of +/- 6 seconds.
 JA1023
 JA1023.The orthometric height was determined by differential leveling
 JA1023.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1023
 JA1023.* This is a POSTED BENCH MARK height.
 JA1023
 JA1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1023.GEOID18 height accuracy estimate available here.
 JA1023
 JA1023.Click photographs - Photos may exist for this station.
 JA1023
 JA1023.The dynamic height is computed by dividing the NAVD 88
 JA1023.geopotential number by the normal gravity value computed on the
 JA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1023.degrees latitude (g = 980.6199 gals.).
 JA1023
 JA1023.The modeled gravity was interpolated from observed gravity values.
 JA1023
 JA1023;                    North         East    Units  Estimated Accuracy
 JA1023;SPC IN W     -   342,530.      875,300.      MT  (+/- 180 meters Scaled)
 JA1023
 JA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH680428(NAD 83)
 JA1023
 JA1023                          SUPERSEDED SURVEY CONTROL
 JA1023
 JA1023  NGVD 29 (??/??/92)  140.347  (m)          460.46   (f) ADJ UNCH    1 2
 JA1023
 JA1023.Superseded values are not recommended for survey control.
 JA1023
 JA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1023.See file dsdata.pdf to determine how the superseded data were derived.
 JA1023
 JA1023_MARKER: DB = BENCH MARK DISK
 JA1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1023_SP_SET: OVERPASS FOUNDATION
 JA1023_STAMPING: C 332 1965
 JA1023_MARK LOGO: CGS
 JA1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1023
 JA1023  HISTORY     - Date     Condition        Report By
 JA1023  HISTORY     - 1965     MONUMENTED       CGS
 JA1023  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JA1023
 JA1023                          STATION DESCRIPTION
 JA1023
 JA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1023'1.2 MI W FROM OAKLAND CITY.
 JA1023'ABOUT 1.25 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE
 JA1023'STATION AT OAKLAND CITY, IN SECTION 13, T 2 S, R 9 W, 0.2 MILE
 JA1023'WEST OF MILE POST 174, 22 FEET NORTH OF THE NORTH RAIL, AT THE
 JA1023'STATE HIGHWAY 57 OVERPASS, SET IN THE TOP OF THE WEST END OF THE
 JA1023'NORTH CONCRETE FOUNDATION OF THE OVERPASS WHICH IS SUPPORTING
 JA1023'3 CONCRETE PILLARS, 1.5 FEET EAST OF THE MOST WESTERLY PILLAR,
 JA1023'ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 FEET
 JA1023'ABOVE THE LEVEL OF THE TRACK.
 JA1023
 JA1023                          STATION RECOVERY (1991)
 JA1023
 JA1023'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0633 ***********************************************************************
 MD0633  DESIGNATION -  C 333
 MD0633  PID         -  MD0633
 MD0633  STATE/COUNTY-  IN/ALLEN
 MD0633  COUNTRY     -  US
 MD0633  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0633
 MD0633                         *CURRENT SURVEY CONTROL
 MD0633  ______________________________________________________________________
 MD0633* NAD 83(1986) POSITION- 41 04 52.1    (N) 085 07 05.9    (W)   HD_HELD2
 MD0633* NAVD 88 ORTHO HEIGHT -   236.140 (meters)      774.74  (feet) ADJUSTED
 MD0633  ______________________________________________________________________
 MD0633  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 MD0633  DYNAMIC HEIGHT  -        236.046 (meters)      774.43  (feet) COMP
 MD0633  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 MD0633
 MD0633  VERT ORDER      -  FIRST     CLASS I
 MD0633
 MD0633.The horizontal coordinates were established by autonomous hand held GPS
 MD0633.observations and have an estimated accuracy of +/- 10 meters.
 MD0633
 MD0633.The orthometric height was determined by differential leveling and
 MD0633.adjusted by the NATIONAL GEODETIC SURVEY
 MD0633.in April 1995.
 MD0633
 MD0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0633.GEOID18 height accuracy estimate available here.
 MD0633
 MD0633.Click photographs - Photos may exist for this station.
 MD0633
 MD0633.The dynamic height is computed by dividing the NAVD 88
 MD0633.geopotential number by the normal gravity value computed on the
 MD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0633.degrees latitude (g = 980.6199 gals.).
 MD0633
 MD0633.The modeled gravity was interpolated from observed gravity values.
 MD0633
 MD0633;                    North         East    Units  Estimated Accuracy
 MD0633;SPC IN E     -   647,714.      146,078.      MT  (+/- 10 meters HH2 GPS)
 MD0633
 MD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5806349470(NAD 83)
 MD0633
 MD0633                          SUPERSEDED SURVEY CONTROL
 MD0633
 MD0633  NAVD 88 (06/15/91)  236.143  (m)          774.75   (f) SUPERSEDED  1 1
 MD0633  NGVD 29 (01/19/93)  236.304  (m)          775.27   (f) ADJUSTED    1 1
 MD0633  NGVD 29 (??/??/92)  236.304  (m)          775.27   (f) SUPERSEDED  1 1
 MD0633
 MD0633.Superseded values are not recommended for survey control.
 MD0633
 MD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0633.See file dsdata.pdf to determine how the superseded data were derived.
 MD0633
 MD0633_MARKER: DB = BENCH MARK DISK
 MD0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0633_SP_SET: BUILDING
 MD0633_STAMPING: C 333 1968
 MD0633_MARK LOGO: CGS
 MD0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0633+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 MD0633
 MD0633  HISTORY     - Date     Condition        Report By
 MD0633  HISTORY     - 1968     MONUMENTED       CGS
 MD0633  HISTORY     - 19921011 GOOD             NGS
 MD0633  HISTORY     - 20030213 GOOD             GEOCAC
 MD0633  HISTORY     - 20060729 GOOD             USPSQD
 MD0633
 MD0633                          STATION DESCRIPTION
 MD0633
 MD0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0633'AT FORT WAYNE.
 MD0633'AT FORT WAYNE, ABOUT 1.1 MILES EAST ALONG EAST BERRY STREET FROM
 MD0633'THE COURTHOUSE, NEAR THE INTERSECTION OF EAST BERRY AND HANOVER
 MD0633'STREET, SET VERTICALLY IN THE SOUTH BRICK WALL OF THE WAYNE
 MD0633'CANDIES INC. BRICK BUILDING AT 1501 EAST BERRY STREET, 65 FEET
 MD0633'EAST OF THE EAST CURB OF HANOVER STREET, 11 FEET NORTH OF THE
 MD0633'NORTH CURB OF EAST BERRY STREET, 51.5 FEET EAST OF THE SOUTHWEST
 MD0633'CORNER OF THE BUILDING, AND 2.6 FEET ABOVE THE LEVEL OF THE
 MD0633'SIDEWALK.  NOTE-- MARK MAY BE REACHED BY GOING 0.15 MILE NORTH
 MD0633'ALONG SOUTH ANTHONY BLVD FROM ITS INTERSECTION WITH EAST
 MD0633'WASHINGTON BLVD THENCE 0.2 MILE WEST ALONG EAST BERRY STREET
 MD0633'TO MARK ON RIGHT.
 MD0633
 MD0633                          STATION RECOVERY (1992)
 MD0633
 MD0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0633'IN FORT WAYNE, SET VERTICALLY IN THE SOUTH FACE OF THE WAYNE CANDIES
 MD0633'INCORPORATED BUILDING AT 1501 EAST BERRY STREET, 23.4 M (76.8 FT)
 MD0633'EAST OF THE CENTER OF HANOVER STREET, 15.5 M (50.9 FT) EAST OF THE
 MD0633'SOUTHWEST CORNER OF THE BUILDING, 8.5 M (27.9 FT) NORTH OF THE
 MD0633'CENTERLINE OF BERRY STREET, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 MD0633'STREETS, AND 0.3 M (1.0 FT) EAST OF THE SOUTHWEST CORNER OF A RECESS
 MD0633'IN THE BUILDING.
 MD0633
 MD0633                          STATION RECOVERY (2003)
 MD0633
 MD0633'RECOVERY NOTE BY GEOCACHING 2003
 MD0633'RECOVERED IN GOOD CONDITION.
 MD0633
 MD0633                          STATION RECOVERY (2006)
 MD0633
 MD0633'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 MD0633'BUILDING IS NOW NATIONAL MOVING SYSTEM, INC., LEGACY WAREHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1018 ***********************************************************************
 MD1018  DESIGNATION -  C 334
 MD1018  PID         -  MD1018
 MD1018  STATE/COUNTY-  IN/KOSCIUSKO
 MD1018  COUNTRY     -  US
 MD1018  USGS QUAD   -  WARSAW (2019)
 MD1018
 MD1018                         *CURRENT SURVEY CONTROL
 MD1018  ______________________________________________________________________
 MD1018* NAD 83(2011) POSITION- 41 14 07.21812(N) 085 50 07.47171(W)   ADJUSTED
 MD1018* NAD 83(2011) ELLIP HT-   219.753 (meters)        (04/06/17)   ADJUSTED
 MD1018* NAD 83(2011) EPOCH   -  2010.00
 MD1018* NAVD 88 ORTHO HEIGHT -   253.352 (meters)      831.21  (feet) ADJUSTED
 MD1018  ______________________________________________________________________
 MD1018  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 MD1018  NAD 83(2011) X  -    348,844.046 (meters)                     COMP
 MD1018  NAD 83(2011) Y  - -4,790,885.602 (meters)                     COMP
 MD1018  NAD 83(2011) Z  -  4,182,257.706 (meters)                     COMP
 MD1018  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 MD1018  DYNAMIC HEIGHT  -        253.243 (meters)      830.85  (feet) COMP
 MD1018  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 MD1018
 MD1018  VERT ORDER      -  FIRST     CLASS I
 MD1018
 MD1018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1018  Standards:
 MD1018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1018  -------------------------------------------------------------------
 MD1018  NETWORK    1.45   2.39           0.64   0.54   1.22     -0.06333392
 MD1018  -------------------------------------------------------------------
 MD1018  Click here for local accuracies and other accuracy information.
 MD1018
 MD1018.The horizontal coordinates were established by GPS observations
 MD1018.and adjusted by the GRW AERIAL SURVEY in April 2017.
 MD1018
 MD1018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1018.been affixed to the stable North American tectonic plate. See 
 MD1018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1018
 MD1018.The horizontal coordinates are valid at the epoch date displayed above
 MD1018.which is a decimal equivalence of Year/Month/Day.
 MD1018
 MD1018.The orthometric height was determined by differential leveling and
 MD1018.adjusted by the NATIONAL GEODETIC SURVEY
 MD1018.in June 1991.
 MD1018
 MD1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1018.GEOID18 height accuracy estimate available here.
 MD1018
 MD1018.Click photographs - Photos may exist for this station.
 MD1018
 MD1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1018
 MD1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1018
 MD1018.The ellipsoidal height was determined by GPS observations
 MD1018.and is referenced to NAD 83.
 MD1018
 MD1018.The dynamic height is computed by dividing the NAVD 88
 MD1018.geopotential number by the normal gravity value computed on the
 MD1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1018.degrees latitude (g = 980.6199 gals.).
 MD1018
 MD1018.The modeled gravity was interpolated from observed gravity values.
 MD1018
 MD1018. The following values were computed from the NAD 83(2011) position.
 MD1018
 MD1018;                    North         East     Units Scale Factor Converg.
 MD1018;SPC IN E     -   664,706.837    85,853.935   MT  0.99996913   -0 06 40.4
 MD1018;SPC IN E     - 2,180,792.35    281,672.45   sFT  0.99996913   -0 06 40.4
 MD1018;UTM  16      - 4,565,536.226   597,595.593   MT  0.99971722   +0 46 03.7
 MD1018
 MD1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1018!SPC IN E     -   0.99996553  x   0.99996913  =   0.99993466
 MD1018!UTM  16      -   0.99996553  x   0.99971722  =   0.99968276
 MD1018
 MD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9759565536(NAD 83)
 MD1018
 MD1018                          SUPERSEDED SURVEY CONTROL
 MD1018
 MD1018  NGVD 29 (01/19/93)  253.484  (m)          831.64   (f) ADJUSTED    1 1
 MD1018  NGVD 29 (??/??/92)  253.484  (m)          831.64   (f) SUPERSEDED  1 1
 MD1018
 MD1018.Superseded values are not recommended for survey control.
 MD1018
 MD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1018.See file dsdata.pdf to determine how the superseded data were derived.
 MD1018
 MD1018_MARKER: DB = BENCH MARK DISK
 MD1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1018_STAMPING: C 334 1968
 MD1018_MARK LOGO: CGS
 MD1018_PROJECTION: PROJECTING 6 CENTIMETERS
 MD1018_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1018+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 MD1018_ROD/PIPE-DEPTH: 26.8 meters
 MD1018
 MD1018  HISTORY     - Date     Condition        Report By
 MD1018  HISTORY     - 1968     MONUMENTED       CGS
 MD1018  HISTORY     - 1989     GOOD             USPSQD
 MD1018  HISTORY     - 1990     GOOD             USPSQD
 MD1018  HISTORY     - 19920910 GOOD             NGS
 MD1018  HISTORY     - 19930111 GOOD             NGS
 MD1018  HISTORY     - 20141105 GOOD             USI
 MD1018  HISTORY     - 20160615 GOOD             GRWAS
 MD1018
 MD1018                          STATION DESCRIPTION
 MD1018
 MD1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1018'AT WARSAW.
 MD1018'AT WARSAW, ABOUT 1.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD
 MD1018'FROM THE STATION, ABOUT 0.15 MILE EAST OF MILEPOST 358, 77
 MD1018'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF EAST WINONA
 MD1018'AVENUE AND SOUTH GRANT STREET, 37 FEET NORTH OF THE CENTER LINE
 MD1018'OF EAST WINONA AVE, 19.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 MD1018'EASTBOUND TRACK, 2 1/2 FEET WEST OF A UTILITY POLE WITH TWO GUY
 MD1018'WIRES, IN LINE WITH A ROW OF POLES, 0.4 FOOT NORTH OF A METAL
 MD1018'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK, 2 FEET BELOW
 MD1018'THE LEVEL OF THE AVENUE AND IS A DISK ON THE TOP OF A COPPER
 MD1018'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MD1018'GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 3
 MD1018'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 MD1018'A DEPTH OF 88 FEET.
 MD1018
 MD1018                          STATION RECOVERY (1989)
 MD1018
 MD1018'RECOVERY NOTE BY US POWER SQUADRON 1989 (VJC)
 MD1018'RECOVERED IN GOOD CONDITION.
 MD1018
 MD1018                          STATION RECOVERY (1990)
 MD1018
 MD1018'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1018'RECOVERED IN GOOD CONDITION.
 MD1018
 MD1018                          STATION RECOVERY (1992)
 MD1018
 MD1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1018'IN WARSAW, AT THE INTERSECTION OF EAST WINONA AVENUE AND SOUTH GRANT
 MD1018'STREET, 19.9 M (65.3 FT) EAST OF THE EXTENDED CENTER OF THE STREET,
 MD1018'11.1 M (36.4 FT) NORTH OF THE AVENUE CENTERLINE, 6.0 M (19.7 FT)
 MD1018'SOUTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 1.0 M (3.3 FT)
 MD1018'SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 0.6 M
 MD1018'(2.0 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 MD1018'THE AVENUE, AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF A WITNESS POST.
 MD1018'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.06 M
 MD1018'(0.20 FT) ABOVE THE GROUND SURFACE.
 MD1018
 MD1018                          STATION RECOVERY (1993)
 MD1018
 MD1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1018'IN WARSAW, AT THE INTERSECTION OF EAST WINONA AVENUE AND SOUTH GRANT
 MD1018'STREET, 19.9 M (65.3 FT) EAST OF THE EXTENDED CENTER OF THE STREET,
 MD1018'11.1 M (36.4 FT) NORTH OF THE AVENUE CENTERLINE, 6.0 M (19.7 FT) SOUTH
 MD1018'OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 1.0 M (3.3 FT) SOUTHEAST OF
 MD1018'THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 0.6 M (2.0 FT) WEST OF A
 MD1018'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M
 MD1018'(1.0 FT) EAST-SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED
 MD1018'IN A 4-INCH METAL PIPE AND PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND
 MD1018'SURFACE.
 MD1018
 MD1018                          STATION RECOVERY (2014)
 MD1018
 MD1018'RECOVERY NOTE BY USI CONSULTANTS INC 2014 (DJB)
 MD1018'RECOVERED IN GOOD CONDITION.
 MD1018
 MD1018                          STATION RECOVERY (2016)
 MD1018
 MD1018'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (BRN)
 MD1018'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0514 ***********************************************************************
 ME0514  DESIGNATION -  C 335
 ME0514  PID         -  ME0514
 ME0514  STATE/COUNTY-  IN/STARKE
 ME0514  COUNTRY     -  US
 ME0514  USGS QUAD   -  KNOX EAST (2019)
 ME0514
 ME0514                         *CURRENT SURVEY CONTROL
 ME0514  ______________________________________________________________________
 ME0514* NAD 83(1986) POSITION- 41 22 19.     (N) 086 30 59.     (W)   SCALED
 ME0514* NAVD 88 ORTHO HEIGHT -   216.633 (meters)      710.74  (feet) ADJUSTED
 ME0514  ______________________________________________________________________
 ME0514  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 ME0514  DYNAMIC HEIGHT  -        216.545 (meters)      710.45  (feet) COMP
 ME0514  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 ME0514
 ME0514  VERT ORDER      -  FIRST     CLASS I
 ME0514
 ME0514.The horizontal coordinates were scaled from a map and have
 ME0514.an estimated accuracy of +/- 6 seconds.
 ME0514
 ME0514.The orthometric height was determined by differential leveling and
 ME0514.adjusted by the NATIONAL GEODETIC SURVEY
 ME0514.in June 1991.
 ME0514
 ME0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0514.GEOID18 height accuracy estimate available here.
 ME0514
 ME0514.Click photographs - Photos may exist for this station.
 ME0514
 ME0514.The dynamic height is computed by dividing the NAVD 88
 ME0514.geopotential number by the normal gravity value computed on the
 ME0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0514.degrees latitude (g = 980.6199 gals.).
 ME0514
 ME0514.The modeled gravity was interpolated from observed gravity values.
 ME0514
 ME0514;                    North         East    Units  Estimated Accuracy
 ME0514;SPC IN W     -   680,020.      947,430.      MT  (+/- 180 meters Scaled)
 ME0514
 ME0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL404801(NAD 83)
 ME0514
 ME0514                          SUPERSEDED SURVEY CONTROL
 ME0514
 ME0514  NGVD 29 (01/19/93)  216.739  (m)          711.08   (f) ADJUSTED    1 1
 ME0514  NGVD 29 (??/??/92)  216.739  (m)          711.08   (f) SUPERSEDED  1 1
 ME0514
 ME0514.Superseded values are not recommended for survey control.
 ME0514
 ME0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0514.See file dsdata.pdf to determine how the superseded data were derived.
 ME0514
 ME0514_MARKER: DB = BENCH MARK DISK
 ME0514_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0514_STAMPING: C 335 1968
 ME0514_MARK LOGO: CGS
 ME0514_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0514_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0514+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0514_ROD/PIPE-DEPTH: 9.8 meters
 ME0514
 ME0514  HISTORY     - Date     Condition        Report By
 ME0514  HISTORY     - 1968     MONUMENTED       CGS
 ME0514  HISTORY     - 1989     GOOD             USPSQD
 ME0514  HISTORY     - 19920907 GOOD             NGS
 ME0514
 ME0514                          STATION DESCRIPTION
 ME0514
 ME0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0514'0.4 MI W FROM GROVERTOWN.
 ME0514'ABOUT 0.45 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0514'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, IN SECTION 27, R 1 W,
 ME0514'T 34 N, ABOUT 0.4 MILE EAST OF MILEPOST 395, 239 FEET EAST OF THE
 ME0514'CENTER OF THE JUNCTION OF YELLOWSTONE TRAIL AND A DRIVEWAY, 22
 ME0514'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 29 FEET
 ME0514'NORTH OF THE CENTER LINE OF YELLOWSTONE TRAIL, 33 1/2 FEET WEST
 ME0514'OF A TELEGRAPH POLE, 0.6 FOOT SOUTH OF A METAL WITNESS POST, 5
 ME0514'FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE TRAIL
 ME0514'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 ME0514'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4
 ME0514'INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 ME0514'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET.
 ME0514
 ME0514                          STATION RECOVERY (1989)
 ME0514
 ME0514'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 ME0514'RECOVERED IN GOOD CONDITION.
 ME0514
 ME0514                          STATION RECOVERY (1992)
 ME0514
 ME0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0514'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0514'HAMLET, THENCE 5.7 KM (3.55 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0514'9.9 M (32.5 FT) WEST-SOUTHWEST OF A UTILITY POLE, 8.9 M (29.2 FT)
 ME0514'NORTH OF AND LEVEL WITH THE CENTER OF YELLOWSTONE TRAIL, 6.8 M
 ME0514'(22.3 FT) SOUTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) WEST OF A
 ME0514'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 ME0514'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0571 ***********************************************************************
 ME0571  DESIGNATION -  C 336
 ME0571  PID         -  ME0571
 ME0571  STATE/COUNTY-  IN/LA PORTE
 ME0571  COUNTRY     -  US
 ME0571  USGS QUAD   -  WANATAH (2019)
 ME0571
 ME0571                         *CURRENT SURVEY CONTROL
 ME0571  ______________________________________________________________________
 ME0571* NAD 83(1986) POSITION- 41 25 47.     (N) 086 54 04.     (W)   SCALED
 ME0571* NAVD 88 ORTHO HEIGHT -   222.187 (meters)      728.96  (feet) ADJUSTED
 ME0571  ______________________________________________________________________
 ME0571  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 ME0571  DYNAMIC HEIGHT  -        222.096 (meters)      728.66  (feet) COMP
 ME0571  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 ME0571
 ME0571  VERT ORDER      -  FIRST     CLASS I
 ME0571
 ME0571.The horizontal coordinates were scaled from a map and have
 ME0571.an estimated accuracy of +/- 6 seconds.
 ME0571
 ME0571.The orthometric height was determined by differential leveling and
 ME0571.adjusted by the NATIONAL GEODETIC SURVEY
 ME0571.in June 1991.
 ME0571
 ME0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0571.GEOID18 height accuracy estimate available here.
 ME0571
 ME0571.Click photographs - Photos may exist for this station.
 ME0571
 ME0571.The dynamic height is computed by dividing the NAVD 88
 ME0571.geopotential number by the normal gravity value computed on the
 ME0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0571.degrees latitude (g = 980.6199 gals.).
 ME0571
 ME0571.The modeled gravity was interpolated from observed gravity values.
 ME0571
 ME0571;                    North         East    Units  Estimated Accuracy
 ME0571;SPC IN W     -   686,300.      915,230.      MT  (+/- 180 meters Scaled)
 ME0571
 ME0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL082864(NAD 83)
 ME0571
 ME0571                          SUPERSEDED SURVEY CONTROL
 ME0571
 ME0571  NGVD 29 (01/19/93)  222.283  (m)          729.27   (f) ADJUSTED    1 1
 ME0571  NGVD 29 (??/??/92)  222.283  (m)          729.27   (f) SUPERSEDED  1 1
 ME0571
 ME0571.Superseded values are not recommended for survey control.
 ME0571
 ME0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0571.See file dsdata.pdf to determine how the superseded data were derived.
 ME0571
 ME0571_MARKER: DB = BENCH MARK DISK
 ME0571_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0571_SP_SET: ABUTMENT
 ME0571_STAMPING: C 336 1968
 ME0571_MARK LOGO: CGS
 ME0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0571+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 ME0571
 ME0571  HISTORY     - Date     Condition        Report By
 ME0571  HISTORY     - 1968     MONUMENTED       CGS
 ME0571  HISTORY     - 19920907 GOOD             NGS
 ME0571  HISTORY     - 20071103 GOOD             GEOCAC
 ME0571  HISTORY     - 20080604 GOOD             WOOLPT
 ME0571
 ME0571                          STATION DESCRIPTION
 ME0571
 ME0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0571'0.5 MI W FROM WANATAH.
 ME0571'ABOUT 0.5 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0571'OVERPASS OF U.S. HIGHWAY 421 AT WANATAH, IN SECTION 5, R 4 W,
 ME0571'T 34 N, 78 YARDS WEST OF THE CROSSING OF THE MONON RAILROAD,
 ME0571'SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 ME0571'OF A 40-FOOT BRIDGE OVER SLOCUM DITCH, 137 FEET EAST OF MILEPOST
 ME0571'415, 14.5 FEET SOUTH OF THE SOUTH RAIL AND 2 1/2 FEET BELOW
 ME0571'THE LEVEL OF THE TRACK.
 ME0571
 ME0571                          STATION RECOVERY (1992)
 ME0571
 ME0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0571'0.9 KM (0.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0571'OF U.S. HIGHWAY 421 IN WANATAH, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF
 ME0571'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 ME0571'SPANNING A DITCH, 37.3 M (122.4 FT) EAST OF MILEPOST 415, 4.4 M
 ME0571'(14.4 FT) SOUTH OF THE NEAR RAIL, AND 0.9 M (3.0 FT) BELOW THE LEVEL
 ME0571'OF THE TRACK.
 ME0571
 ME0571                          STATION RECOVERY (2007)
 ME0571
 ME0571'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0571'RECOVERED IN GOOD CONDITION.
 ME0571
 ME0571                          STATION RECOVERY (2008)
 ME0571
 ME0571'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (GLG)
 ME0571'RECOVERED IN GOOD CONDITION, POINT ON SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1624 ***********************************************************************
 LB1624  DESIGNATION -  C 34
 LB1624  PID         -  LB1624
 LB1624  STATE/COUNTY-  IN/VERMILLION
 LB1624  COUNTRY     -  US
 LB1624  USGS QUAD   -  COVINGTON (2019)
 LB1624
 LB1624                         *CURRENT SURVEY CONTROL
 LB1624  ______________________________________________________________________
 LB1624* NAD 83(1986) POSITION- 40 08 46.     (N) 087 29 26.     (W)   SCALED
 LB1624* NAVD 88 ORTHO HEIGHT -   195.909 (meters)      642.74  (feet) ADJUSTED
 LB1624  ______________________________________________________________________
 LB1624  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 LB1624  DYNAMIC HEIGHT  -        195.810 (meters)      642.42  (feet) COMP
 LB1624  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 LB1624
 LB1624  VERT ORDER      -  SECOND    CLASS 0
 LB1624
 LB1624.The horizontal coordinates were scaled from a map and have
 LB1624.an estimated accuracy of +/- 6 seconds.
 LB1624
 LB1624.The orthometric height was determined by differential leveling and
 LB1624.adjusted by the NATIONAL GEODETIC SURVEY
 LB1624.in June 1991.
 LB1624
 LB1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1624.GEOID18 height accuracy estimate available here.
 LB1624
 LB1624.Click photographs - Photos may exist for this station.
 LB1624
 LB1624.The dynamic height is computed by dividing the NAVD 88
 LB1624.geopotential number by the normal gravity value computed on the
 LB1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1624.degrees latitude (g = 980.6199 gals.).
 LB1624
 LB1624.The modeled gravity was interpolated from observed gravity values.
 LB1624
 LB1624;                    North         East    Units  Estimated Accuracy
 LB1624;SPC IN W     -   543,820.      865,300.      MT  (+/- 180 meters Scaled)
 LB1624
 LB1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK582440(NAD 83)
 LB1624
 LB1624                          SUPERSEDED SURVEY CONTROL
 LB1624
 LB1624  NGVD 29 (??/??/92)  195.960  (m)          642.91   (f) ADJ UNCH    2 0
 LB1624
 LB1624.Superseded values are not recommended for survey control.
 LB1624
 LB1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1624.See file dsdata.pdf to determine how the superseded data were derived.
 LB1624
 LB1624_MARKER: DB = BENCH MARK DISK
 LB1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1624_STAMPING: C 34 1934
 LB1624_MARK LOGO: CGS
 LB1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1624+STABILITY: SURFACE MOTION
 LB1624
 LB1624  HISTORY     - Date     Condition        Report By
 LB1624  HISTORY     - 1934     MONUMENTED       CGS
 LB1624  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1624
 LB1624                          STATION DESCRIPTION
 LB1624
 LB1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1624'7.5 MI E FROM DANVILLE ILLINOIS.
 LB1624'IN WARREN COUNTY, INDIANA, 7.5 MILES EAST ALONG THE PEORIA AND
 LB1624'EASTERN RAILWAY FROM THE STATION AT DANVILLE, VERMILION COUNTY,
 LB1624'ILLINOIS, ABOUT 1 MILE WEST OF THE STATION AT FOSTER, 4 RAILS WEST
 LB1624'OF POLE 77/25, AT A GRAVEL-ROAD CROSSING, 11 YARDS NORTH OF THE
 LB1624'NORTH RAIL, 9 YARDS WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 LB1624'AND 15 INCHES SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 LB1624'C 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 LB1624'INCHES ABOVE GROUND.
 LB1624
 LB1624                          STATION RECOVERY (1986)
 LB1624
 LB1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2122 ***********************************************************************
 ME2122  DESIGNATION -  C 349
 ME2122  PID         -  ME2122
 ME2122  STATE/COUNTY-  IN/LAKE
 ME2122  COUNTRY     -  US
 ME2122  USGS QUAD   -  GARY (2019)
 ME2122
 ME2122                         *CURRENT SURVEY CONTROL
 ME2122  ______________________________________________________________________
 ME2122* NAD 83(1986) POSITION- 41 36 09.55   (N) 087 19 38.22   (W)   HD_HELD1
 ME2122* NAVD 88 ORTHO HEIGHT -   182.699 (meters)      599.41  (feet) ADJUSTED
 ME2122  ______________________________________________________________________
 ME2122  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 ME2122  DYNAMIC HEIGHT  -        182.632 (meters)      599.19  (feet) COMP
 ME2122  MODELED GRAVITY -    980,251.0   (mgal)                       NAVD 88
 ME2122
 ME2122  VERT ORDER      -  FIRST     CLASS II
 ME2122
 ME2122.The horizontal coordinates were determined by differentially corrected
 ME2122.hand held GPS observations or other comparable positioning techniques
 ME2122.and have an estimated accuracy of +/- 3 meters.
 ME2122
 ME2122.The orthometric height was determined by differential leveling and
 ME2122.adjusted by the NATIONAL GEODETIC SURVEY
 ME2122.in June 1991.
 ME2122
 ME2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2122.GEOID18 height accuracy estimate available here.
 ME2122
 ME2122.Click photographs - Photos may exist for this station.
 ME2122
 ME2122.The dynamic height is computed by dividing the NAVD 88
 ME2122.geopotential number by the normal gravity value computed on the
 ME2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2122.degrees latitude (g = 980.6199 gals.).
 ME2122
 ME2122.The modeled gravity was interpolated from observed gravity values.
 ME2122
 ME2122;                    North         East    Units  Estimated Accuracy
 ME2122;SPC IN W     -   705,515.2     879,664.0     MT  (+/- 3 meters HH1 GPS) 
 ME2122
 ME2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7272705712(NAD 83)
 ME2122
 ME2122                          SUPERSEDED SURVEY CONTROL
 ME2122
 ME2122  NGVD 29 (01/19/93)  182.811  (m)          599.77   (f) ADJUSTED    1 2
 ME2122  NGVD 29 (??/??/92)  182.811  (m)          599.77   (f) SUPERSEDED  1 2
 ME2122
 ME2122.Superseded values are not recommended for survey control.
 ME2122
 ME2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2122.See file dsdata.pdf to determine how the superseded data were derived.
 ME2122
 ME2122_MARKER: F = FLANGE-ENCASED ROD
 ME2122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2122_STAMPING: C 349 1985
 ME2122_MARK LOGO: NGS
 ME2122_PROJECTION: FLUSH
 ME2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2122+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2020
 ME2122_ROD/PIPE-DEPTH: 11.0 meters
 ME2122
 ME2122  HISTORY     - Date     Condition        Report By
 ME2122  HISTORY     - 1985     MONUMENTED       NGS
 ME2122  HISTORY     - 20101004 GOOD             PB
 ME2122  HISTORY     - 20200721 GOOD             IN-089
 ME2122
 ME2122                          STATION DESCRIPTION
 ME2122
 ME2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2122'IN GARY.
 ME2122'IN GARY, AT THE INTERSECTION OF 4TH AVENUE AND GEORGIA STREET, 60.6 M
 ME2122'(198.8 FT) NORTH OF THE CENTER OF 5TH AVENUE, 22.5 M (73.8 FT) WEST OF
 ME2122'THE CENTER OF THE STREET, 14.4 M (47.2 FT) NORTH OF THE NORTHEAST
 ME2122'CORNER OF A BRICK BUILDING, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF THE
 ME2122'AVENUE, AND 1.0 M (3.3 FT) NORTHWEST OF UTILITY POLE NUMBER 178 176.
 ME2122'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2122'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 ME2122'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2122
 ME2122                          STATION RECOVERY (2010)
 ME2122
 ME2122'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 ME2122'RECOVERED IN GOOD CONDITION.
 ME2122
 ME2122                          STATION RECOVERY (2020)
 ME2122
 ME2122'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0483 ***********************************************************************
 LA0483  DESIGNATION -  C 35
 LA0483  PID         -  LA0483
 LA0483  STATE/COUNTY-  IN/ADAMS
 LA0483  COUNTRY     -  US
 LA0483  USGS QUAD   -  DECATUR (2019)
 LA0483
 LA0483                         *CURRENT SURVEY CONTROL
 LA0483  ______________________________________________________________________
 LA0483* NAD 83(1986) POSITION- 40 49 26.     (N) 084 54 18.     (W)   SCALED
 LA0483* NAVD 88 ORTHO HEIGHT -   241.397 (meters)      791.98  (feet) ADJUSTED
 LA0483  ______________________________________________________________________
 LA0483  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 LA0483  DYNAMIC HEIGHT  -        241.291 (meters)      791.64  (feet) COMP
 LA0483  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 LA0483
 LA0483  VERT ORDER      -  SECOND    CLASS 0
 LA0483
 LA0483.The horizontal coordinates were scaled from a map and have
 LA0483.an estimated accuracy of +/- 6 seconds.
 LA0483
 LA0483.The orthometric height was determined by differential leveling and
 LA0483.adjusted by the NATIONAL GEODETIC SURVEY
 LA0483.in June 1991.
 LA0483
 LA0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0483.GEOID18 height accuracy estimate available here.
 LA0483
 LA0483.Click photographs - Photos may exist for this station.
 LA0483
 LA0483.The dynamic height is computed by dividing the NAVD 88
 LA0483.geopotential number by the normal gravity value computed on the
 LA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0483.degrees latitude (g = 980.6199 gals.).
 LA0483
 LA0483.The modeled gravity was interpolated from observed gravity values.
 LA0483
 LA0483;                    North         East    Units  Estimated Accuracy
 LA0483;SPC IN E     -   619,280.      164,250.      MT  (+/- 180 meters Scaled)
 LA0483
 LA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL766213(NAD 83)
 LA0483
 LA0483                          SUPERSEDED SURVEY CONTROL
 LA0483
 LA0483  NGVD 29 (??/??/92)  241.551  (m)          792.49   (f) ADJ UNCH    2 0
 LA0483
 LA0483.Superseded values are not recommended for survey control.
 LA0483
 LA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0483.See file dsdata.pdf to determine how the superseded data were derived.
 LA0483
 LA0483_MARKER: DB = BENCH MARK DISK
 LA0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0483_STAMPING: C 35 1934
 LA0483_MARK LOGO: CGS
 LA0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0483+STABILITY: SURFACE MOTION
 LA0483
 LA0483  HISTORY     - Date     Condition        Report By
 LA0483  HISTORY     - 1934     MONUMENTED       CGS
 LA0483  HISTORY     - 1947     POOR             CGS
 LA0483
 LA0483                          STATION DESCRIPTION
 LA0483
 LA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0483'1 MI E FROM DECATUR.
 LA0483'ABOUT 1.0 MILE EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0483'DECATUR, 127 FEET EAST OF A CONCRETE MAN HOLE NORTH OF THE TRACK,
 LA0483'7.6 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF MILE POST M 95,
 LA0483'ABOUT 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA0483'PROJECTING 6 INCHES.  NOTE-- MARK IS SET ON RAILROAD FILL AND IS
 LA0483'LEANING SLIGHTLY AWAY FROM THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2163 ***********************************************************************
 ME2163  DESIGNATION -  C 350
 ME2163  PID         -  ME2163
 ME2163  STATE/COUNTY-  IN/LA PORTE
 ME2163  COUNTRY     -  US
 ME2163  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2163
 ME2163                         *CURRENT SURVEY CONTROL
 ME2163  ______________________________________________________________________
 ME2163* NAD 83(1986) POSITION- 41 44 39.84   (N) 086 49 47.98   (W)   HD_HELD1
 ME2163* NAVD 88 ORTHO HEIGHT -   191.003 (meters)      626.65  (feet) ADJUSTED
 ME2163  ______________________________________________________________________
 ME2163  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 ME2163  DYNAMIC HEIGHT  -        190.932 (meters)      626.42  (feet) COMP
 ME2163  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 ME2163
 ME2163  VERT ORDER      -  FIRST     CLASS II
 ME2163
 ME2163.The horizontal coordinates were determined by differentially corrected
 ME2163.hand held GPS observations or other comparable positioning techniques
 ME2163.and have an estimated accuracy of +/- 3 meters.
 ME2163
 ME2163.The orthometric height was determined by differential leveling and
 ME2163.adjusted by the NATIONAL GEODETIC SURVEY
 ME2163.in June 1991.
 ME2163
 ME2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2163.GEOID18 height accuracy estimate available here.
 ME2163
 ME2163.Click photographs - Photos may exist for this station.
 ME2163
 ME2163.The dynamic height is computed by dividing the NAVD 88
 ME2163.geopotential number by the normal gravity value computed on the
 ME2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2163.degrees latitude (g = 980.6199 gals.).
 ME2163
 ME2163.The modeled gravity was interpolated from observed gravity values.
 ME2163
 ME2163;                    North         East    Units  Estimated Accuracy
 ME2163;SPC IN W     -   721,260.3     921,072.4     MT  (+/- 3 meters HH1 GPS) 
 ME2163
 ME2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1413521411(NAD 83)
 ME2163
 ME2163                          SUPERSEDED SURVEY CONTROL
 ME2163
 ME2163  NGVD 29 (01/19/93)  191.114  (m)          627.01   (f) ADJUSTED    1 2
 ME2163
 ME2163.Superseded values are not recommended for survey control.
 ME2163
 ME2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2163.See file dsdata.pdf to determine how the superseded data were derived.
 ME2163
 ME2163_MARKER: I = METAL ROD
 ME2163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2163_STAMPING: C 350 1985
 ME2163_MARK LOGO: NGS
 ME2163_PROJECTION: FLUSH
 ME2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2163_ROD/PIPE-DEPTH: 17.1 meters
 ME2163
 ME2163  HISTORY     - Date     Condition        Report By
 ME2163  HISTORY     - 1985     MONUMENTED       NGS
 ME2163  HISTORY     - 20220105 MARK NOT FOUND   INDOT
 ME2163
 ME2163                          STATION DESCRIPTION
 ME2163
 ME2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2163'6.9 KM (4.3 MI) NE FROM MICHIGAN CITY.
 ME2163'6.9 KM (4.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2163'COURTHOUSE IN MICHIGAN CITY, 69.0 M (226.4 FT) NORTHEAST OF THE CENTER
 ME2163'OF DUNELAND BEACH DRIVE, 11.3 M (37.1 FT) SOUTHEAST OF THE NEAR RAIL
 ME2163'OF THE CONRAIL RAILROAD, 10.3 M (33.8 FT) NORTHWEST OF THE CENTERLINE
 ME2163'OF THE HIGHWAY, AND 1.3 M (4.3 FT) SOUTHWEST OF UTILITY POLE NUMBER
 ME2163'229 323.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2163'CAP.
 ME2163'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 ME2163'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2163
 ME2163                          STATION RECOVERY (2022)
 ME2163
 ME2163'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME2163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1670 ***********************************************************************
 KA1670  DESIGNATION -  C 351
 KA1670  PID         -  KA1670
 KA1670  STATE/COUNTY-  IN/PUTNAM
 KA1670  COUNTRY     -  US
 KA1670  USGS QUAD   -  CLOVERDALE (2019)
 KA1670
 KA1670                         *CURRENT SURVEY CONTROL
 KA1670  ______________________________________________________________________
 KA1670* NAD 83(1986) POSITION- 39 35 05.     (N) 086 49 12.     (W)   SCALED
 KA1670* NAVD 88 ORTHO HEIGHT -   241.704 (meters)      792.99  (feet) ADJUSTED
 KA1670  ______________________________________________________________________
 KA1670  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 KA1670  DYNAMIC HEIGHT  -        241.566 (meters)      792.54  (feet) COMP
 KA1670  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 KA1670
 KA1670  VERT ORDER      -  FIRST     CLASS II
 KA1670
 KA1670.The horizontal coordinates were scaled from a map and have
 KA1670.an estimated accuracy of +/- 6 seconds.
 KA1670
 KA1670.The orthometric height was determined by differential leveling and
 KA1670.adjusted by the NATIONAL GEODETIC SURVEY
 KA1670.in June 1991.
 KA1670
 KA1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1670.GEOID18 height accuracy estimate available here.
 KA1670
 KA1670.Click photographs - Photos may exist for this station.
 KA1670
 KA1670.The dynamic height is computed by dividing the NAVD 88
 KA1670.geopotential number by the normal gravity value computed on the
 KA1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1670.degrees latitude (g = 980.6199 gals.).
 KA1670
 KA1670.The modeled gravity was interpolated from observed gravity values.
 KA1670
 KA1670;                    North         East    Units  Estimated Accuracy
 KA1670;SPC IN W     -   481,440.      922,620.      MT  (+/- 180 meters Scaled)
 KA1670
 KA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ154816(NAD 83)
 KA1670
 KA1670                          SUPERSEDED SURVEY CONTROL
 KA1670
 KA1670.No superseded survey control is available for this station.
 KA1670
 KA1670_MARKER: I = METAL ROD
 KA1670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1670_STAMPING: C 351 1985
 KA1670_MARK LOGO: NGS
 KA1670_PROJECTION: FLUSH
 KA1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1670_ROD/PIPE-DEPTH: 4.3 meters
 KA1670
 KA1670  HISTORY     - Date     Condition        Report By
 KA1670  HISTORY     - 1985     MONUMENTED       NGS
 KA1670
 KA1670                          STATION DESCRIPTION
 KA1670
 KA1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1670'27.5 KM (17.1 MI) NE FROM BRAZIL.
 KA1670'27.5 KM (17.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1670'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, 76.0 M (249.3 FT) NORTH OF
 KA1670'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT)
 KA1670'EAST OF THE CENTER OF U.S. HIGHWAY 231, 2.0 M (6.6 FT) NORTH OF THE
 KA1670'NORTH EDGE OF A DRIVEWAY, AND 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE.
 KA1670'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1670'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1670'THE MARK IS 0.5 M ABOVE U.S. HIGHWAY 231.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1658 ***********************************************************************
 KA1658  DESIGNATION -  C 352
 KA1658  PID         -  KA1658
 KA1658  STATE/COUNTY-  IN/HENDRICKS
 KA1658  COUNTRY     -  US
 KA1658  USGS QUAD   -  BROWNSBURG (2019)
 KA1658
 KA1658                         *CURRENT SURVEY CONTROL
 KA1658  ______________________________________________________________________
 KA1658* NAD 83(1986) POSITION- 39 45 25.     (N) 086 27 27.     (W)   SCALED
 KA1658* NAVD 88 ORTHO HEIGHT -   263.285 (meters)      863.79  (feet) ADJUSTED
 KA1658  ______________________________________________________________________
 KA1658  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KA1658  DYNAMIC HEIGHT  -        263.141 (meters)      863.32  (feet) COMP
 KA1658  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA1658
 KA1658  VERT ORDER      -  FIRST     CLASS II
 KA1658
 KA1658.The horizontal coordinates were scaled from a map and have
 KA1658.an estimated accuracy of +/- 6 seconds.
 KA1658
 KA1658.The orthometric height was determined by differential leveling and
 KA1658.adjusted by the NATIONAL GEODETIC SURVEY
 KA1658.in June 1991.
 KA1658
 KA1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1658.GEOID18 height accuracy estimate available here.
 KA1658
 KA1658.Click photographs - Photos may exist for this station.
 KA1658
 KA1658.The dynamic height is computed by dividing the NAVD 88
 KA1658.geopotential number by the normal gravity value computed on the
 KA1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1658.degrees latitude (g = 980.6199 gals.).
 KA1658
 KA1658.The modeled gravity was interpolated from observed gravity values.
 KA1658
 KA1658;                    North         East    Units  Estimated Accuracy
 KA1658;SPC IN W     -   500,720.      953,630.      MT  (+/- 180 meters Scaled)
 KA1658
 KA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK464009(NAD 83)
 KA1658
 KA1658                          SUPERSEDED SURVEY CONTROL
 KA1658
 KA1658.No superseded survey control is available for this station.
 KA1658
 KA1658_MARKER: I = METAL ROD
 KA1658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1658_STAMPING: C 352 1985
 KA1658_MARK LOGO: NGS
 KA1658_PROJECTION: FLUSH
 KA1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1658_ROD/PIPE-DEPTH: 4.9 meters
 KA1658
 KA1658  HISTORY     - Date     Condition        Report By
 KA1658  HISTORY     - 1985     MONUMENTED       NGS
 KA1658
 KA1658                          STATION DESCRIPTION
 KA1658
 KA1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1658'6.0 KM (3.7 MI) EAST FROM DANVILLE.
 KA1658'6.0 KM (3.75 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION
 KA1658'WITH STATE HIGHWAY 39 IN DANVILLE, 60.0 M (196.9 FT) SOUTH OF THE
 KA1658'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 16.4 M (53.8 FT)
 KA1658'WEST OF THE CENTER OF COUNTY ROAD 400 EAST LEADING SOUTH, 14.6 M (47.9
 KA1658'FT) SOUTH OF THE WEST END OF A 10.0 FOOT METAL DRAIN PIPE, 7.1 M
 KA1658'(23.3 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 1.0 M
 KA1658'(3.3 FT) WEST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE--ACCESS TO
 KA1658'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1658'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1658'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1696 ***********************************************************************
 KA1696  DESIGNATION -  C 353
 KA1696  PID         -  KA1696
 KA1696  STATE/COUNTY-  IN/VIGO
 KA1696  COUNTRY     -  US
 KA1696  USGS QUAD   -  SEELYVILLE (2019)
 KA1696
 KA1696                         *CURRENT SURVEY CONTROL
 KA1696  ______________________________________________________________________
 KA1696* NAD 83(2011) POSITION- 39 24 43.08982(N) 087 19 59.37142(W)   NO CHECK
 KA1696* NAD 83(2011) ELLIP HT-   137.241 (meters)        (06/27/12)   NO CHECK
 KA1696* NAD 83(2011) EPOCH   -  2010.00
 KA1696* NAVD 88 ORTHO HEIGHT -   169.971 (meters)      557.65  (feet) ADJUSTED
 KA1696  ______________________________________________________________________
 KA1696  GEOID HEIGHT    -        -32.729 (meters)                     GEOID18
 KA1696  NAD 83(2011) X  -    229,595.238 (meters)                     COMP
 KA1696  NAD 83(2011) Y  - -4,929,178.619 (meters)                     COMP
 KA1696  NAD 83(2011) Z  -  4,027,844.386 (meters)                     COMP
 KA1696  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 KA1696  DYNAMIC HEIGHT  -        169.874 (meters)      557.33  (feet) COMP
 KA1696  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 KA1696
 KA1696  VERT ORDER      -  FIRST     CLASS II
 KA1696
 KA1696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1696  Standards:
 KA1696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1696  -------------------------------------------------------------------
 KA1696  NETWORK    1.51   4.12           0.65   0.58   2.10      0.09177116
 KA1696  -------------------------------------------------------------------
 KA1696  Click here for local accuracies and other accuracy information.
 KA1696
 KA1696.The horizontal coordinates were established by GPS observations
 KA1696.and adjusted by the National Geodetic Survey in June 2012.
 KA1696
 KA1696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1696.been affixed to the stable North American tectonic plate. See 
 KA1696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1696
 KA1696.The horizontal coordinates are valid at the epoch date displayed above
 KA1696.which is a decimal equivalence of Year/Month/Day.
 KA1696
 KA1696.No horizontal observational check was made to the station.
 KA1696
 KA1696.The orthometric height was determined by differential leveling and
 KA1696.adjusted by the NATIONAL GEODETIC SURVEY
 KA1696.in June 1991.
 KA1696
 KA1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1696.GEOID18 height accuracy estimate available here.
 KA1696
 KA1696.Click photographs - Photos may exist for this station.
 KA1696
 KA1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1696
 KA1696.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1696
 KA1696.The ellipsoidal height was determined by GPS observations
 KA1696.and is referenced to NAD 83.
 KA1696
 KA1696.The dynamic height is computed by dividing the NAVD 88
 KA1696.geopotential number by the normal gravity value computed on the
 KA1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1696.degrees latitude (g = 980.6199 gals.).
 KA1696
 KA1696.The modeled gravity was interpolated from observed gravity values.
 KA1696
 KA1696. The following values were computed from the NAD 83(2011) position.
 KA1696
 KA1696;                    North         East     Units Scale Factor Converg.
 KA1696;SPC IN W     -   462,261.149   878,485.286   MT  0.99997236   -0 09 31.0
 KA1696;SPC IN W     - 1,516,601.79  2,882,163.81   sFT  0.99997236   -0 09 31.0
 KA1696;UTM  16      - 4,362,547.831   471,319.209   MT  0.99961013   -0 12 41.5
 KA1696
 KA1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1696!SPC IN W     -   0.99997847  x   0.99997236  =   0.99995083
 KA1696!UTM  16      -   0.99997847  x   0.99961013  =   0.99958861
 KA1696
 KA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7131962547(NAD 83)
 KA1696
 KA1696                          SUPERSEDED SURVEY CONTROL
 KA1696
 KA1696  NAD 83(2007)-  39 24 43.08989(N)    087 19 59.37243(W) AD(2002.00) 0
 KA1696  ELLIP H (02/10/07)  137.263  (m)                       GP(2002.00)    
 KA1696  NAD 83(1997)-  39 24 43.08996(N)    087 19 59.37246(W) AD(       ) 1
 KA1696  ELLIP H (11/27/02)  137.277  (m)                       GP(       ) 4 1
 KA1696  NAD 83(1997)-  39 24 43.08992(N)    087 19 59.37249(W) AD(       ) 1
 KA1696  ELLIP H (03/18/02)  137.282  (m)                       GP(       ) 4 1
 KA1696  NAVD 88             169.97   (m)          557.6    (f) LEVELING    3  
 KA1696
 KA1696.Superseded values are not recommended for survey control.
 KA1696
 KA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1696.See file dsdata.pdf to determine how the superseded data were derived.
 KA1696
 KA1696_MARKER: F = FLANGE-ENCASED ROD
 KA1696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1696_STAMPING: C 353 1985
 KA1696_MARK LOGO: NGS
 KA1696_PROJECTION: RECESSED 5 CENTIMETERS
 KA1696_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1696+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 KA1696_ROD/PIPE-DEPTH: 7.3 meters
 KA1696
 KA1696  HISTORY     - Date     Condition        Report By
 KA1696  HISTORY     - 1985     MONUMENTED       NGS
 KA1696  HISTORY     - 20010501 GOOD             WOOLPT
 KA1696  HISTORY     - 20070418 GOOD             HANPRO
 KA1696  HISTORY     - 20130518 GOOD             GEOCAC
 KA1696  HISTORY     - 20140113 GOOD             INDOT
 KA1696
 KA1696                          STATION DESCRIPTION
 KA1696
 KA1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1696'3.4 KM (2.1 MI) NORTH FROM RILEY.
 KA1696'3.4 KM (2.1 MI) NORTHERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1696'WITH STATE HIGHWAY 159 IN RILEY, 61.0 M (200.1 FT) SOUTH OF THE CENTER
 KA1696'OF A DRIVEWAY LEADING WEST TO A LARGE BUILDING, 40.2 M (131.9 FT)
 KA1696'NORTHWEST OF THE CENTER OF 55TH STREET, 28.9 M (94.8 FT) WEST OF THE
 KA1696'CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) NORTH OF A UTILITY POLE
 KA1696'WITH ONE GUY WIRE, AND 1.7 M (5.6 FT) SOUTH OF UTILITY POLE NUMBER 58.
 KA1696'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1696'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1696'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1696
 KA1696                          STATION RECOVERY (2001)
 KA1696
 KA1696'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KA1696'RECOVERED AS DESCRIBED.
 KA1696
 KA1696                          STATION RECOVERY (2007)
 KA1696
 KA1696'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2007 (RLW)
 KA1696'RECOVERED AS DESCRIBED
 KA1696
 KA1696                          STATION RECOVERY (2013)
 KA1696
 KA1696'RECOVERY NOTE BY GEOCACHING 2013 (KMB)
 KA1696'RECOVERED IN GOOD CONDITION.
 KA1696
 KA1696                          STATION RECOVERY (2014)
 KA1696
 KA1696'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JK)
 KA1696'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1632 ***********************************************************************
 JA1632  DESIGNATION -  C 354
 JA1632  PID         -  JA1632
 JA1632  STATE/COUNTY-  IN/DAVIESS
 JA1632  COUNTRY     -  US
 JA1632  USGS QUAD   -  WASHINGTON (2019)
 JA1632
 JA1632                         *CURRENT SURVEY CONTROL
 JA1632  ______________________________________________________________________
 JA1632* NAD 83(1986) POSITION- 38 40 20.     (N) 087 09 53.     (W)   SCALED
 JA1632* NAVD 88 ORTHO HEIGHT -   162.304 (meters)      532.49  (feet) ADJUSTED
 JA1632  ______________________________________________________________________
 JA1632  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 JA1632  DYNAMIC HEIGHT  -        162.201 (meters)      532.15  (feet) COMP
 JA1632  MODELED GRAVITY -    979,992.1   (mgal)                       NAVD 88
 JA1632
 JA1632  VERT ORDER      -  FIRST     CLASS II
 JA1632
 JA1632.The horizontal coordinates were scaled from a map and have
 JA1632.an estimated accuracy of +/- 6 seconds.
 JA1632
 JA1632.The orthometric height was determined by differential leveling and
 JA1632.adjusted by the NATIONAL GEODETIC SURVEY
 JA1632.in June 1991.
 JA1632
 JA1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1632.GEOID18 height accuracy estimate available here.
 JA1632
 JA1632.Click photographs - Photos may exist for this station.
 JA1632
 JA1632.The dynamic height is computed by dividing the NAVD 88
 JA1632.geopotential number by the normal gravity value computed on the
 JA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1632.degrees latitude (g = 980.6199 gals.).
 JA1632
 JA1632.The modeled gravity was interpolated from observed gravity values.
 JA1632
 JA1632;                    North         East    Units  Estimated Accuracy
 JA1632;SPC IN W     -   380,110.      892,920.      MT  (+/- 180 meters Scaled)
 JA1632
 JA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH856804(NAD 83)
 JA1632
 JA1632                          SUPERSEDED SURVEY CONTROL
 JA1632
 JA1632.No superseded survey control is available for this station.
 JA1632
 JA1632_MARKER: I = METAL ROD
 JA1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1632_STAMPING: C 354 1985
 JA1632_MARK LOGO: NGS
 JA1632_PROJECTION: FLUSH
 JA1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1632_ROD/PIPE-DEPTH: 5.5 meters
 JA1632
 JA1632  HISTORY     - Date     Condition        Report By
 JA1632  HISTORY     - 1985     MONUMENTED       NGS
 JA1632
 JA1632                          STATION DESCRIPTION
 JA1632
 JA1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1632'2.3 KM (1.4 MI) NE FROM WASHINGTON.
 JA1632'2.3 KM (1.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1632'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 51.1 M (167.7 FT) EAST OF
 JA1632'THE CENTERLINE OF THE HIGHWAY, AND 25.6 M (84.0 FT) WEST OF A UTILITY
 JA1632'POLE, AND 5.1 M (16.7 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING
 JA1632'EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1632'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JA1632'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1572 ***********************************************************************
 JA1572  DESIGNATION -  C 355
 JA1572  PID         -  JA1572
 JA1572  STATE/COUNTY-  IN/DAVIESS
 JA1572  COUNTRY     -  US
 JA1572  USGS QUAD   -  SANDY HOOK (2019)
 JA1572
 JA1572                         *CURRENT SURVEY CONTROL
 JA1572  ______________________________________________________________________
 JA1572* NAD 83(1986) POSITION- 38 35 06.90   (N) 087 12 24.31   (W)   HD_HELD1
 JA1572* NAVD 88 ORTHO HEIGHT -   159.714 (meters)      524.00  (feet) ADJUSTED
 JA1572  ______________________________________________________________________
 JA1572  GEOID HEIGHT    -        -32.207 (meters)                     GEOID18
 JA1572  DYNAMIC HEIGHT  -        159.611 (meters)      523.66  (feet) COMP
 JA1572  MODELED GRAVITY -    979,983.2   (mgal)                       NAVD 88
 JA1572
 JA1572  VERT ORDER      -  FIRST     CLASS II
 JA1572
 JA1572.The horizontal coordinates were determined by differentially corrected
 JA1572.hand held GPS observations or other comparable positioning techniques
 JA1572.and have an estimated accuracy of +/- 3 meters.
 JA1572
 JA1572.The orthometric height was determined by differential leveling and
 JA1572.adjusted by the NATIONAL GEODETIC SURVEY
 JA1572.in June 1991.
 JA1572
 JA1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1572.GEOID18 height accuracy estimate available here.
 JA1572
 JA1572.Click photographs - Photos may exist for this station.
 JA1572
 JA1572.The dynamic height is computed by dividing the NAVD 88
 JA1572.geopotential number by the normal gravity value computed on the
 JA1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1572.degrees latitude (g = 980.6199 gals.).
 JA1572
 JA1572.The modeled gravity was interpolated from observed gravity values.
 JA1572
 JA1572;                    North         East    Units  Estimated Accuracy
 JA1572;SPC IN W     -   370,463.0     889,246.8     MT  (+/- 3 meters HH1 GPS) 
 JA1572
 JA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8199270773(NAD 83)
 JA1572
 JA1572                          SUPERSEDED SURVEY CONTROL
 JA1572
 JA1572.No superseded survey control is available for this station.
 JA1572
 JA1572_MARKER: I = METAL ROD
 JA1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1572_STAMPING: C 355 1986
 JA1572_MARK LOGO: NGS
 JA1572_PROJECTION: FLUSH
 JA1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1572_ROD/PIPE-DEPTH: 4.6 meters
 JA1572
 JA1572  HISTORY     - Date     Condition        Report By
 JA1572  HISTORY     - 1986     MONUMENTED       NGS
 JA1572
 JA1572                          STATION DESCRIPTION
 JA1572
 JA1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1572'8.3 KM (5.15 MI) SW FROM WASHINGTON.
 JA1572'8.3 KM (5.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1572'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 12.3 M (40.4 FT)
 JA1572'SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT) NORTHEAST OF THE
 JA1572'EXTENDED CENTER OF A DRIVEWAY, AND 0.8 M (2.6 FT) SOUTHWEST OF A FENCE
 JA1572'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1572'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JA1572'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1589 ***********************************************************************
 JA1589  DESIGNATION -  C 356
 JA1589  PID         -  JA1589
 JA1589  STATE/COUNTY-  IN/GIBSON
 JA1589  COUNTRY     -  US
 JA1589  USGS QUAD   -  OAKLAND CITY (2019)
 JA1589
 JA1589                         *CURRENT SURVEY CONTROL
 JA1589  ______________________________________________________________________
 JA1589* NAD 83(1986) POSITION- 38 19 36.     (N) 087 22 12.     (W)   SCALED
 JA1589* NAVD 88 ORTHO HEIGHT -   130.087 (meters)      426.79  (feet) ADJUSTED
 JA1589  ______________________________________________________________________
 JA1589  GEOID HEIGHT    -        -31.721 (meters)                     GEOID18
 JA1589  DYNAMIC HEIGHT  -        130.001 (meters)      426.51  (feet) COMP
 JA1589  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 JA1589
 JA1589  VERT ORDER      -  FIRST     CLASS II
 JA1589
 JA1589.The horizontal coordinates were scaled from a map and have
 JA1589.an estimated accuracy of +/- 6 seconds.
 JA1589
 JA1589.The orthometric height was determined by differential leveling and
 JA1589.adjusted by the NATIONAL GEODETIC SURVEY
 JA1589.in June 1991.
 JA1589
 JA1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1589.GEOID18 height accuracy estimate available here.
 JA1589
 JA1589.Click photographs - Photos may exist for this station.
 JA1589
 JA1589.The dynamic height is computed by dividing the NAVD 88
 JA1589.geopotential number by the normal gravity value computed on the
 JA1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1589.degrees latitude (g = 980.6199 gals.).
 JA1589
 JA1589.The modeled gravity was interpolated from observed gravity values.
 JA1589
 JA1589;                    North         East    Units  Estimated Accuracy
 JA1589;SPC IN W     -   341,790.      874,930.      MT  (+/- 180 meters Scaled)
 JA1589
 JA1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH676421(NAD 83)
 JA1589
 JA1589                          SUPERSEDED SURVEY CONTROL
 JA1589
 JA1589.No superseded survey control is available for this station.
 JA1589
 JA1589_MARKER: I = METAL ROD
 JA1589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1589_STAMPING: C 356 1986
 JA1589_MARK LOGO: NGS
 JA1589_PROJECTION: FLUSH
 JA1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1589_ROD/PIPE-DEPTH: 11.0 meters
 JA1589
 JA1589  HISTORY     - Date     Condition        Report By
 JA1589  HISTORY     - 1986     MONUMENTED       NGS
 JA1589
 JA1589                          STATION DESCRIPTION
 JA1589
 JA1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1589'3.6 KM (2.25 MI) SOUTH FROM OAKLAND CITY.
 JA1589'3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1589'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 61.0 M (200.1 FT) WEST OF THE
 JA1589'SOUTH BOUND HIGHWAY CENTER, 11.2 M (36.7 FT) NORTH OF THE CENTER OF
 JA1589'THE WEST BOUND LANES OF STATE HIGHWAY 64, 10.2 M (33.5 FT) WEST OF THE
 JA1589'CENTER OF AN ENTRANCE INTO JOHNSONS RESTAURANT PARKING LOT, AND 1.0 M
 JA1589'(3.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1589'THROUGH A 5-INCH LOGO CAP.
 JA1589'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1294 ***********************************************************************
 HA1294  DESIGNATION -  C 357
 HA1294  PID         -  HA1294
 HA1294  STATE/COUNTY-  IN/VANDERBURGH
 HA1294  COUNTRY     -  US
 HA1294  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1294
 HA1294                         *CURRENT SURVEY CONTROL
 HA1294  ______________________________________________________________________
 HA1294* NAD 83(1986) POSITION- 37 57 17.     (N) 087 33 30.     (W)   SCALED
 HA1294* NAVD 88 ORTHO HEIGHT -   114.706 (meters)      376.33  (feet) ADJUSTED
 HA1294  ______________________________________________________________________
 HA1294  GEOID HEIGHT    -        -30.991 (meters)                     GEOID18
 HA1294  DYNAMIC HEIGHT  -        114.627 (meters)      376.07  (feet) COMP
 HA1294  MODELED GRAVITY -    979,939.8   (mgal)                       NAVD 88
 HA1294
 HA1294  VERT ORDER      -  FIRST     CLASS II
 HA1294
 HA1294.The horizontal coordinates were scaled from a map and have
 HA1294.an estimated accuracy of +/- 6 seconds.
 HA1294
 HA1294.The orthometric height was determined by differential leveling and
 HA1294.adjusted by the NATIONAL GEODETIC SURVEY
 HA1294.in June 1991.
 HA1294
 HA1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1294.GEOID18 height accuracy estimate available here.
 HA1294
 HA1294.Click photographs - Photos may exist for this station.
 HA1294
 HA1294.The dynamic height is computed by dividing the NAVD 88
 HA1294.geopotential number by the normal gravity value computed on the
 HA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1294.degrees latitude (g = 980.6199 gals.).
 HA1294
 HA1294.The modeled gravity was interpolated from observed gravity values.
 HA1294
 HA1294;                    North         East    Units  Estimated Accuracy
 HA1294;SPC IN W     -   300,580.      858,260.      MT  (+/- 180 meters Scaled)
 HA1294
 HA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH509009(NAD 83)
 HA1294
 HA1294                          SUPERSEDED SURVEY CONTROL
 HA1294
 HA1294.No superseded survey control is available for this station.
 HA1294
 HA1294_MARKER: I = METAL ROD
 HA1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1294_STAMPING: C 357 1986
 HA1294_MARK LOGO: NGS
 HA1294_PROJECTION: RECESSED 1 CENTIMETERS
 HA1294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1294+STABILITY: POSITION/ELEVATION WELL
 HA1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1294+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2011
 HA1294_ROD/PIPE-DEPTH: 26.8 meters
 HA1294
 HA1294  HISTORY     - Date     Condition        Report By
 HA1294  HISTORY     - 1986     MONUMENTED       NGS
 HA1294  HISTORY     - 19981107 GOOD             USPSQD
 HA1294  HISTORY     - 20110826 GOOD             PICI
 HA1294
 HA1294                          STATION DESCRIPTION
 HA1294
 HA1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1294'IN EVANSVILLE.
 HA1294'IN EVANSVILLE, AT THE INTERSECTION OF RIVERSIDE DRIVE AND ELLIOTT
 HA1294'STREET, 42.5 M (139.4 FT) SOUTH OF THE AVENUE CENTERLINE, 10.9 M (35.8
 HA1294'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 4.9 M
 HA1294'(16.1 FT) EAST OF THE STREET CENTER, 4.3 M (14.1 FT) NORTH OF THE
 HA1294'CENTER OF AN ALLEY, 1.9 M (6.2 FT) WEST OF THE WEST EDGE OF A
 HA1294'SIDEWALK, 0.9 M (3.0 FT) NORTH OF A UTILITY POLE, AND 0.8 M (2.6 FT)
 HA1294'EAST OF THE WEST EDGE OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1294'THROUGH A 5-INCH LOGO CAP.
 HA1294'THE MARK IS ABOVE LEVEL WITH THE STREET.
 HA1294
 HA1294                          STATION RECOVERY (1998)
 HA1294
 HA1294'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1294'RECOVERED IN GOOD CONDITION.
 HA1294
 HA1294                          STATION RECOVERY (2011)
 HA1294
 HA1294'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 HA1294'CAP IS MISSING BUT STEEL ROD IS ON GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2827 ***********************************************************************
 JZ2827  DESIGNATION -  C 358
 JZ2827  PID         -  JZ2827
 JZ2827  STATE/COUNTY-  IN/DECATUR
 JZ2827  COUNTRY     -  US
 JZ2827  USGS QUAD   -  GREENSBURG (2019)
 JZ2827
 JZ2827                         *CURRENT SURVEY CONTROL
 JZ2827  ______________________________________________________________________
 JZ2827* NAD 83(1986) POSITION- 39 21 11.9    (N) 085 28 51.2    (W)   HD_HELD2
 JZ2827* NAVD 88 ORTHO HEIGHT -   286.599 (meters)      940.28  (feet) ADJUSTED
 JZ2827  ______________________________________________________________________
 JZ2827  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ2827  DYNAMIC HEIGHT  -        286.420 (meters)      939.70  (feet) COMP
 JZ2827  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 JZ2827
 JZ2827  VERT ORDER      -  FIRST     CLASS II
 JZ2827
 JZ2827.The horizontal coordinates were established by autonomous hand held GPS
 JZ2827.observations and have an estimated accuracy of +/- 10 meters.
 JZ2827
 JZ2827.The orthometric height was determined by differential leveling and
 JZ2827.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2827.in June 1991.
 JZ2827
 JZ2827.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2827.GEOID18 height accuracy estimate available here.
 JZ2827
 JZ2827.Click photographs - Photos may exist for this station.
 JZ2827
 JZ2827.The dynamic height is computed by dividing the NAVD 88
 JZ2827.geopotential number by the normal gravity value computed on the
 JZ2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2827.degrees latitude (g = 980.6199 gals.).
 JZ2827
 JZ2827.The modeled gravity was interpolated from observed gravity values.
 JZ2827
 JZ2827;                    North         East    Units  Estimated Accuracy
 JZ2827;SPC IN E     -   455,735.      116,012.      MT  (+/- 10 meters HH2 GPS)
 JZ2827
 JZ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3088857084(NAD 83)
 JZ2827
 JZ2827                          SUPERSEDED SURVEY CONTROL
 JZ2827
 JZ2827.No superseded survey control is available for this station.
 JZ2827
 JZ2827_MARKER: I = METAL ROD
 JZ2827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2827_STAMPING: C 358 1986
 JZ2827_MARK LOGO: NGS
 JZ2827_PROJECTION: RECESSED 3 CENTIMETERS
 JZ2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2827_ROD/PIPE-DEPTH: 9.1 meters
 JZ2827
 JZ2827  HISTORY     - Date     Condition        Report By
 JZ2827  HISTORY     - 1986     MONUMENTED       NGS
 JZ2827
 JZ2827                          STATION DESCRIPTION
 JZ2827
 JZ2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2827'IN GREENSBURG.
 JZ2827'IN GREENSBURG, AT THE INTERSECTION OF EAST AND TENTH STREETS, 63.7 M
 JZ2827'(209.0 FT) EAST OF THE EXTENDED CENTER OF EAST STREET, 12.7 M (41.7
 JZ2827'FT) SOUTH OF THE SOUTH 1 OF 2 ENTRANCES TO THE UNION BANK AND TRUST
 JZ2827'CO, 9.5 M (31.2 FT) NORTH OF THE CENTER OF TENTH STREET, 5.8 M (19.0
 JZ2827'FT) WEST OF THE CENTER OF A PAVED ROAD LEADING TO A SHOPPING MALL,
 JZ2827'3.9 M (12.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 4 BY 4 FT
 JZ2827'METAL STORM DRAIN, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE WITH A
 JZ2827'STREET LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JZ2827'LOGO CAP.
 JZ2827'THE MARK IS ABOVE LEVEL WITH TENTH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2790 ***********************************************************************
 JZ2790  DESIGNATION -  C 359
 JZ2790  PID         -  JZ2790
 JZ2790  STATE/COUNTY-  IN/DEARBORN
 JZ2790  COUNTRY     -  US
 JZ2790  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ2790
 JZ2790                         *CURRENT SURVEY CONTROL
 JZ2790  ______________________________________________________________________
 JZ2790* NAD 83(1986) POSITION- 39 05 45.     (N) 084 51 30.     (W)   SCALED
 JZ2790* NAVD 88 ORTHO HEIGHT -   149.218 (meters)      489.56  (feet) ADJUSTED
 JZ2790  ______________________________________________________________________
 JZ2790  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 JZ2790  DYNAMIC HEIGHT  -        149.124 (meters)      489.25  (feet) COMP
 JZ2790  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JZ2790
 JZ2790  VERT ORDER      -  FIRST     CLASS II
 JZ2790
 JZ2790.The horizontal coordinates were scaled from a map and have
 JZ2790.an estimated accuracy of +/- 6 seconds.
 JZ2790
 JZ2790.The orthometric height was determined by differential leveling and
 JZ2790.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2790.in June 1991.
 JZ2790
 JZ2790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2790.GEOID18 height accuracy estimate available here.
 JZ2790
 JZ2790.Click photographs - Photos may exist for this station.
 JZ2790
 JZ2790.The dynamic height is computed by dividing the NAVD 88
 JZ2790.geopotential number by the normal gravity value computed on the
 JZ2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2790.degrees latitude (g = 980.6199 gals.).
 JZ2790
 JZ2790.The modeled gravity was interpolated from observed gravity values.
 JZ2790
 JZ2790;                    North         East    Units  Estimated Accuracy
 JZ2790;SPC IN E     -   427,450.      169,930.      MT  (+/- 180 meters Scaled)
 JZ2790
 JZ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ852295(NAD 83)
 JZ2790
 JZ2790                          SUPERSEDED SURVEY CONTROL
 JZ2790
 JZ2790  NGVD 29 (06/03/91)  149.425  (m)          490.24   (f) ADJUSTED    1 2
 JZ2790
 JZ2790.Superseded values are not recommended for survey control.
 JZ2790
 JZ2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2790.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2790
 JZ2790_MARKER: I = METAL ROD
 JZ2790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2790_STAMPING: C 359 1986
 JZ2790_MARK LOGO: NGS
 JZ2790_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2790+STABILITY: POSITION/ELEVATION WELL
 JZ2790_ROD/PIPE-DEPTH: 38.7 meters
 JZ2790_SLEEVE-DEPTH  : 6.1 meters
 JZ2790
 JZ2790  HISTORY     - Date     Condition        Report By
 JZ2790  HISTORY     - 1986     MONUMENTED       NGS
 JZ2790  HISTORY     - 20110316 MARK NOT FOUND   PICI
 JZ2790
 JZ2790                          STATION DESCRIPTION
 JZ2790
 JZ2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2790'IN LAWRENCEBURG.
 JZ2790'IN LAWRENCEBURG, AT THE INTERSECTION OF EADS PARKWAY AND MAIN STREET,
 JZ2790'AT THE WEST CORNER OF THE CITY PARK, 17.5 M (57.4 FT) SOUTHEAST OF THE
 JZ2790'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE PARKWAY, 15.2 M (49.9
 JZ2790'FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 1.4 M (4.6 FT) SOUTH OF
 JZ2790'THE SOUTH EDGE OF A SIDEWALK, AND 0.9 M (3.0 FT) WEST OF THE WEST
 JZ2790'CORNER OF A CONCRETE PAD FOR A PARK BENCH.  NOTE--ACCESS TO THE DATUM
 JZ2790'POINT IS HAD THROUGH A 5-INCH LOGO CAP
 JZ2790'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JZ2790
 JZ2790                          STATION RECOVERY (2011)
 JZ2790
 JZ2790'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 JZ2790'JUDGING BY THE TIES, THE PARK SIDEWALKS HAVE BEEN REDONE AND HAVE
 JZ2790'POSSIBLY TORN OUT THE MARK. MARK IS NOT VISIBLE ON THE SURFACE AND
 JZ2790'CANNOT FIND IT WITH A METAL LOCATOR OR PROBE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0772 ***********************************************************************
 LA0772  DESIGNATION -  C 36
 LA0772  PID         -  LA0772
 LA0772  STATE/COUNTY-  IN/HUNTINGTON
 LA0772  COUNTRY     -  US
 LA0772  USGS QUAD   -  HUNTINGTON (2019)
 LA0772
 LA0772                         *CURRENT SURVEY CONTROL
 LA0772  ______________________________________________________________________
 LA0772* NAD 83(1986) POSITION- 40 53 37.     (N) 085 29 04.     (W)   SCALED
 LA0772* NAVD 88 ORTHO HEIGHT -   231.417 (meters)      759.24  (feet) ADJUSTED
 LA0772  ______________________________________________________________________
 LA0772  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LA0772  DYNAMIC HEIGHT  -        231.309 (meters)      758.89  (feet) COMP
 LA0772  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LA0772
 LA0772  VERT ORDER      -  SECOND    CLASS 0
 LA0772
 LA0772.The horizontal coordinates were scaled from a map and have
 LA0772.an estimated accuracy of +/- 6 seconds.
 LA0772
 LA0772.The orthometric height was determined by differential leveling and
 LA0772.adjusted by the NATIONAL GEODETIC SURVEY
 LA0772.in June 1991.
 LA0772
 LA0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0772.GEOID18 height accuracy estimate available here.
 LA0772
 LA0772.Click photographs - Photos may exist for this station.
 LA0772
 LA0772.The dynamic height is computed by dividing the NAVD 88
 LA0772.geopotential number by the normal gravity value computed on the
 LA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0772.degrees latitude (g = 980.6199 gals.).
 LA0772
 LA0772.The modeled gravity was interpolated from observed gravity values.
 LA0772
 LA0772;                    North         East    Units  Estimated Accuracy
 LA0772;SPC IN E     -   626,760.      115,360.      MT  (+/- 180 meters Scaled)
 LA0772
 LA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276280(NAD 83)
 LA0772
 LA0772                          SUPERSEDED SURVEY CONTROL
 LA0772
 LA0772  NGVD 29 (??/??/92)  231.556  (m)          759.70   (f) ADJ UNCH    2 0
 LA0772
 LA0772.Superseded values are not recommended for survey control.
 LA0772
 LA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0772.See file dsdata.pdf to determine how the superseded data were derived.
 LA0772
 LA0772_MARKER: DB = BENCH MARK DISK
 LA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0772_STAMPING: C 36 1934
 LA0772_MARK LOGO: CGS
 LA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0772+STABILITY: SURFACE MOTION
 LA0772
 LA0772  HISTORY     - Date     Condition        Report By
 LA0772  HISTORY     - 1934     MONUMENTED       CGS
 LA0772  HISTORY     - 1946     GOOD             CGS
 LA0772
 LA0772                          STATION DESCRIPTION
 LA0772
 LA0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0772'1.2 MI N FROM HUNTINGTON.
 LA0772'RECOVERED.  NEW DESCRIPTION AS FOLLOWS-- ABOUT 1.25 MILES
 LA0772'NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURT HOUSE AT
 LA0772'HUNTINGTON, AT THE JUNCTION WITH U.S. HIGHWAY 24, 240 FEET NORTH
 LA0772'OF THE CENTER LINE OF HIGHWAY 24, 35 FEET WEST OF THE CENTER LINE
 LA0772'OF HIGHWAY 9, 29.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LA0772'WEST CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT,
 LA0772'12 FEET SOUTHEAST OF A 10-INCH ELM TREE, 10 FEET NORTHEAST OF A
 LA0772'HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET ABOVE HIGHWAY LEVEL AND SET
 LA0772'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1723 ***********************************************************************
 KA1723  DESIGNATION -  C 360
 KA1723  PID         -  KA1723
 KA1723  STATE/COUNTY-  IN/VIGO
 KA1723  COUNTRY     -  US
 KA1723  USGS QUAD   -  TERRE HAUTE (2019)
 KA1723
 KA1723                         *CURRENT SURVEY CONTROL
 KA1723  ______________________________________________________________________
 KA1723* NAD 83(1986) POSITION- 39 28 50.     (N) 087 25 01.     (W)   SCALED
 KA1723* NAVD 88 ORTHO HEIGHT -   150.910 (meters)      495.11  (feet) ADJUSTED
 KA1723  ______________________________________________________________________
 KA1723  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 KA1723  DYNAMIC HEIGHT  -        150.825 (meters)      494.83  (feet) COMP
 KA1723  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 KA1723
 KA1723  VERT ORDER      -  FIRST     CLASS II
 KA1723
 KA1723.The horizontal coordinates were scaled from a map and have
 KA1723.an estimated accuracy of +/- 6 seconds.
 KA1723
 KA1723.The orthometric height was determined by differential leveling and
 KA1723.adjusted by the NATIONAL GEODETIC SURVEY
 KA1723.in June 1991.
 KA1723
 KA1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1723.GEOID18 height accuracy estimate available here.
 KA1723
 KA1723.Click photographs - Photos may exist for this station.
 KA1723
 KA1723.The dynamic height is computed by dividing the NAVD 88
 KA1723.geopotential number by the normal gravity value computed on the
 KA1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1723.degrees latitude (g = 980.6199 gals.).
 KA1723
 KA1723.The modeled gravity was interpolated from observed gravity values.
 KA1723
 KA1723;                    North         East    Units  Estimated Accuracy
 KA1723;SPC IN W     -   469,900.      871,300.      MT  (+/- 180 meters Scaled)
 KA1723
 KA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ641701(NAD 83)
 KA1723
 KA1723                          SUPERSEDED SURVEY CONTROL
 KA1723
 KA1723.No superseded survey control is available for this station.
 KA1723
 KA1723_MARKER: I = METAL ROD
 KA1723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1723_STAMPING: C 360 1986
 KA1723_MARK LOGO: NGS
 KA1723_PROJECTION: FLUSH
 KA1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1723_ROD/PIPE-DEPTH: 24.3 meters
 KA1723
 KA1723  HISTORY     - Date     Condition        Report By
 KA1723  HISTORY     - 1986     MONUMENTED       NGS
 KA1723
 KA1723                          STATION DESCRIPTION
 KA1723
 KA1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1723'IN TERRE HAUTE.
 KA1723'IN TERRE HAUTE, AT THE INTERSECTION OF NORTH 1ST STREET AND 4TH
 KA1723'AVENUE, 8.7 M (28.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 KA1723'AT 1300 NORTH 1ST STREET, 7.9 M (25.9 FT) NORTH OF THE CENTER OF THE
 KA1723'AVENUE, 5.9 M (19.4 FT) WEST OF THE CENTER OF THE STREET, AND 1.1 M
 KA1723'(3.6 FT) NORTH-NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KA1723'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1723'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KA1723'THE MARK IS 0.3 M ABOVE THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1749 ***********************************************************************
 KA1749  DESIGNATION -  C 361
 KA1749  PID         -  KA1749
 KA1749  STATE/COUNTY-  IN/VERMILLION
 KA1749  COUNTRY     -  US
 KA1749  USGS QUAD   -  DANA (2019)
 KA1749
 KA1749                         *CURRENT SURVEY CONTROL
 KA1749  ______________________________________________________________________
 KA1749* NAD 83(1986) POSITION- 39 49 11.     (N) 087 24 35.     (W)   SCALED
 KA1749* NAVD 88 ORTHO HEIGHT -   192.131 (meters)      630.35  (feet) ADJUSTED
 KA1749  ______________________________________________________________________
 KA1749  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KA1749  DYNAMIC HEIGHT  -        192.026 (meters)      630.01  (feet) COMP
 KA1749  MODELED GRAVITY -    980,078.4   (mgal)                       NAVD 88
 KA1749
 KA1749  VERT ORDER      -  FIRST     CLASS II
 KA1749
 KA1749.The horizontal coordinates were scaled from a map and have
 KA1749.an estimated accuracy of +/- 6 seconds.
 KA1749
 KA1749.The orthometric height was determined by differential leveling and
 KA1749.adjusted by the NATIONAL GEODETIC SURVEY
 KA1749.in June 1991.
 KA1749
 KA1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1749.GEOID18 height accuracy estimate available here.
 KA1749
 KA1749.Click photographs - Photos may exist for this station.
 KA1749
 KA1749.The dynamic height is computed by dividing the NAVD 88
 KA1749.geopotential number by the normal gravity value computed on the
 KA1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1749.degrees latitude (g = 980.6199 gals.).
 KA1749
 KA1749.The modeled gravity was interpolated from observed gravity values.
 KA1749
 KA1749;                    North         East    Units  Estimated Accuracy
 KA1749;SPC IN W     -   507,550.      872,060.      MT  (+/- 180 meters Scaled)
 KA1749
 KA1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649078(NAD 83)
 KA1749
 KA1749                          SUPERSEDED SURVEY CONTROL
 KA1749
 KA1749.No superseded survey control is available for this station.
 KA1749
 KA1749_MARKER: I = METAL ROD
 KA1749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1749_STAMPING: C 361 1986
 KA1749_MARK LOGO: NGS
 KA1749_PROJECTION: PROJECTING 2 CENTIMETERS
 KA1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1749_ROD/PIPE-DEPTH: 8.5 meters
 KA1749
 KA1749  HISTORY     - Date     Condition        Report By
 KA1749  HISTORY     - 1986     MONUMENTED       NGS
 KA1749
 KA1749                          STATION DESCRIPTION
 KA1749
 KA1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1749'16.1 KM (10.0 MI) SOUTH FROM CAYUGA.
 KA1749'16.1 KM (10.0 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1749'WITH STATE HIGHWAY 234 IN CAYUGA, 16.0 M (52.5 FT) EAST OF THE
 KA1749'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT)
 KA1749'SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE MYERS RESIDENCE,
 KA1749'AND 8.9 M (29.2 FT) SOUTHEAST OF THE SOUTH END OF A METAL CULVERT.
 KA1749'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1749'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1749'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2111 ***********************************************************************
 LB2111  DESIGNATION -  C 366
 LB2111  PID         -  LB2111
 LB2111  STATE/COUNTY-  IN/VERMILLION
 LB2111  COUNTRY     -  US
 LB2111  USGS QUAD   -  DANVILLE NE (2018)
 LB2111
 LB2111                         *CURRENT SURVEY CONTROL
 LB2111  ______________________________________________________________________
 LB2111* NAD 83(1986) POSITION- 40 08 03.     (N) 087 30 43.     (W)   SCALED
 LB2111* NAVD 88 ORTHO HEIGHT -   194.049 (meters)      636.64  (feet) ADJUSTED
 LB2111  ______________________________________________________________________
 LB2111  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 LB2111  DYNAMIC HEIGHT  -        193.951 (meters)      636.32  (feet) COMP
 LB2111  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 LB2111
 LB2111  VERT ORDER      -  FIRST     CLASS II
 LB2111
 LB2111.The horizontal coordinates were scaled from a map and have
 LB2111.an estimated accuracy of +/- 6 seconds.
 LB2111
 LB2111.The orthometric height was determined by differential leveling and
 LB2111.adjusted by the NATIONAL GEODETIC SURVEY
 LB2111.in June 1991.
 LB2111
 LB2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2111.GEOID18 height accuracy estimate available here.
 LB2111
 LB2111.Click photographs - Photos may exist for this station.
 LB2111
 LB2111.The dynamic height is computed by dividing the NAVD 88
 LB2111.geopotential number by the normal gravity value computed on the
 LB2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2111.degrees latitude (g = 980.6199 gals.).
 LB2111
 LB2111.The modeled gravity was interpolated from observed gravity values.
 LB2111
 LB2111;                    North         East    Units  Estimated Accuracy
 LB2111;SPC IN W     -   542,500.      863,470.      MT  (+/- 180 meters Scaled)
 LB2111
 LB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK563427(NAD 83)
 LB2111
 LB2111                          SUPERSEDED SURVEY CONTROL
 LB2111
 LB2111.No superseded survey control is available for this station.
 LB2111
 LB2111_MARKER: I = METAL ROD
 LB2111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2111_STAMPING: C 366 1986
 LB2111_MARK LOGO: NGS
 LB2111_PROJECTION: RECESSED 2 CENTIMETERS
 LB2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2111_ROD/PIPE-DEPTH: 9.3 meters
 LB2111
 LB2111  HISTORY     - Date     Condition        Report By
 LB2111  HISTORY     - 1986     MONUMENTED       NGS
 LB2111
 LB2111                          STATION DESCRIPTION
 LB2111
 LB2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2111'10.9 KM (6.8 MI) EAST FROM DANVILLE IL.
 LB2111'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LB2111'WITH U.S. HIGHWAY 150 IN DANVILLE IL, 1.6 KM (1.0 MI) EAST OF THE
 LB2111'ILLINOIS-INDIANA STATE LINE, 22.9 M (75.1 FT) NORTHEAST OF THE
 LB2111'NORTHEAST CORNER OF THE ANDREWS RESIDENCE, 9.8 M (32.2 FT) SOUTH OF
 LB2111'THE CENTERLINE OF THE HIGHWAY, AND 1.6 M (5.2 FT) SOUTH OF THE NORTH
 LB2111'END OF A CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LB2111'A 5-INCH LOGO CAP.
 LB2111'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 LB2111'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3360 ***********************************************************************
 ME3360  DESIGNATION -  C 367
 ME3360  PID         -  ME3360
 ME3360  STATE/COUNTY-  IN/LAKE
 ME3360  COUNTRY     -  US
 ME3360  USGS QUAD   -  WHITING (2019)
 ME3360
 ME3360                         *CURRENT SURVEY CONTROL
 ME3360  ______________________________________________________________________
 ME3360* NAD 83(1986) POSITION- 41 39 04.     (N) 087 27 11.     (W)   SCALED
 ME3360* NAVD 88 ORTHO HEIGHT -   180.525 (meters)      592.27  (feet) ADJUSTED
 ME3360  ______________________________________________________________________
 ME3360  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 ME3360  DYNAMIC HEIGHT  -        180.460 (meters)      592.06  (feet) COMP
 ME3360  MODELED GRAVITY -    980,260.1   (mgal)                       NAVD 88
 ME3360
 ME3360  VERT ORDER      -  FIRST     CLASS II
 ME3360
 ME3360.The horizontal coordinates were scaled from a map and have
 ME3360.an estimated accuracy of +/- 6 seconds.
 ME3360
 ME3360.The orthometric height was determined by differential leveling and
 ME3360.adjusted by the NATIONAL GEODETIC SURVEY
 ME3360.in April 1995.
 ME3360
 ME3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3360.GEOID18 height accuracy estimate available here.
 ME3360
 ME3360.Click photographs - Photos may exist for this station.
 ME3360
 ME3360.The dynamic height is computed by dividing the NAVD 88
 ME3360.geopotential number by the normal gravity value computed on the
 ME3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3360.degrees latitude (g = 980.6199 gals.).
 ME3360
 ME3360.The modeled gravity was interpolated from observed gravity values.
 ME3360
 ME3360;                    North         East    Units  Estimated Accuracy
 ME3360;SPC IN W     -   710,930.      869,200.      MT  (+/- 180 meters Scaled)
 ME3360
 ME3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM622111(NAD 83)
 ME3360
 ME3360                          SUPERSEDED SURVEY CONTROL
 ME3360
 ME3360  NGVD 29 (01/19/93)  180.637  (m)          592.64   (f) ADJUSTED    1 2
 ME3360
 ME3360.Superseded values are not recommended for survey control.
 ME3360
 ME3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3360.See file dsdata.pdf to determine how the superseded data were derived.
 ME3360
 ME3360_MARKER: DV = VERTICAL CONTROL DISK
 ME3360_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3360_SP_SET: PIER
 ME3360_STAMPING: C 367 1992
 ME3360_MARK LOGO: NGS
 ME3360_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3360+STABILITY: POSITION/ELEVATION WELL
 ME3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3360+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3360
 ME3360  HISTORY     - Date     Condition        Report By
 ME3360  HISTORY     - 1992     MONUMENTED       NGS
 ME3360
 ME3360                          STATION DESCRIPTION
 ME3360
 ME3360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3360'IN EAST CHICAGO, AT THE INTERSECTION OF DICKY ROAD AND STATE HIGHWAY
 ME3360'912, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY
 ME3360'COLUMN OF THE 1ST PIER NORTHEAST OF DICKY ROAD OF THE HIGHWAY
 ME3360'OVERPASS, 26.0 M (85.3 FT) NORTH OF A SIGNAL POST, 14.4 M (47.2 FT)
 ME3360'NORTHEAST OF THE ROAD CENTER, 14.0 M (45.9 FT) NORTHWEST OF THE CENTER
 ME3360'OF THE OVERPASS, 11.1 M (36.4 FT) SOUTHEAST OF THE CENTER OF A PAVED
 ME3360'ROAD LEADING TO THE INLAND STEEL PLANT, 1.4 M (4.6 FT) ABOVE THE
 ME3360'GROUND SURFACE, AND 0.5 M (1.6 FT) SOUTHEAST OF THE WEST CORNER OF
 ME3360'THE COLUMN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1957 ***********************************************************************
 MD1957  DESIGNATION -  C 368
 MD1957  PID         -  MD1957
 MD1957  STATE/COUNTY-  IN/KOSCIUSKO
 MD1957  COUNTRY     -  US
 MD1957  USGS QUAD   -  ATWOOD (2019)
 MD1957
 MD1957                         *CURRENT SURVEY CONTROL
 MD1957  ______________________________________________________________________
 MD1957* NAD 83(1986) POSITION- 41 15 05.     (N) 085 56 30.     (W)   SCALED
 MD1957* NAVD 88 ORTHO HEIGHT -   245.075 (meters)      804.05  (feet) ADJUSTED
 MD1957  ______________________________________________________________________
 MD1957  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 MD1957  DYNAMIC HEIGHT  -        244.972 (meters)      803.71  (feet) COMP
 MD1957  MODELED GRAVITY -    980,198.4   (mgal)                       NAVD 88
 MD1957
 MD1957  VERT ORDER      -  FIRST     CLASS II
 MD1957
 MD1957.The horizontal coordinates were scaled from a map and have
 MD1957.an estimated accuracy of +/- 6 seconds.
 MD1957
 MD1957.The orthometric height was determined by differential leveling and
 MD1957.adjusted by the NATIONAL GEODETIC SURVEY
 MD1957.in April 1995.
 MD1957
 MD1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1957.GEOID18 height accuracy estimate available here.
 MD1957
 MD1957.Click photographs - Photos may exist for this station.
 MD1957
 MD1957.The dynamic height is computed by dividing the NAVD 88
 MD1957.geopotential number by the normal gravity value computed on the
 MD1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1957.degrees latitude (g = 980.6199 gals.).
 MD1957
 MD1957.The modeled gravity was interpolated from observed gravity values.
 MD1957
 MD1957;                    North         East    Units  Estimated Accuracy
 MD1957;SPC IN E     -   666,510.       76,950.      MT  (+/- 180 meters Scaled)
 MD1957
 MD1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL886672(NAD 83)
 MD1957
 MD1957                          SUPERSEDED SURVEY CONTROL
 MD1957
 MD1957  NGVD 29 (01/19/93)  245.202  (m)          804.47   (f) ADJUSTED    1 2
 MD1957
 MD1957.Superseded values are not recommended for survey control.
 MD1957
 MD1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1957.See file dsdata.pdf to determine how the superseded data were derived.
 MD1957
 MD1957_MARKER: I = METAL ROD
 MD1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1957_STAMPING: C 368 1992
 MD1957_MARK LOGO: NGS
 MD1957_PROJECTION: FLUSH
 MD1957_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1957+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1957_ROD/PIPE-DEPTH: 24.4 meters
 MD1957_SLEEVE-DEPTH  : 0.9 meters
 MD1957
 MD1957  HISTORY     - Date     Condition        Report By
 MD1957  HISTORY     - 1992     MONUMENTED       NGS
 MD1957
 MD1957                          STATION DESCRIPTION
 MD1957
 MD1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1957'7.5 KM (4.65 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1957'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 33.5 M (109.9 FT)
 MD1957'EAST OF THE EXTENDED CENTER OF COUNTY ROAD 520 W, 15.2 M (49.9 FT)
 MD1957'NORTH OF THE NEAR RAIL, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF OLD
 MD1957'HIGHWAY 30, AND 1.5 M (4.9 FT) SOUTH OF A WITNESS POST AND GUARD
 MD1957'RAIL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MD1957'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1411 ***********************************************************************
 LA1411  DESIGNATION -  C 37
 LA1411  PID         -  LA1411
 LA1411  STATE/COUNTY-  IN/GRANT
 LA1411  COUNTRY     -  US
 LA1411  USGS QUAD   -  GAS CITY (2019)
 LA1411
 LA1411                         *CURRENT SURVEY CONTROL
 LA1411  ______________________________________________________________________
 LA1411* NAD 83(1986) POSITION- 40 28 26.1    (N) 085 31 23.8    (W)   HD_HELD2
 LA1411* NAVD 88 ORTHO HEIGHT -   274.432 (meters)      900.37  (feet) ADJUSTED
 LA1411  ______________________________________________________________________
 LA1411  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 LA1411  DYNAMIC HEIGHT  -        274.292 (meters)      899.91  (feet) COMP
 LA1411  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 LA1411
 LA1411  VERT ORDER      -  SECOND    CLASS 0
 LA1411
 LA1411.The horizontal coordinates were established by autonomous hand held GPS
 LA1411.observations and have an estimated accuracy of +/- 10 meters.
 LA1411
 LA1411.The orthometric height was determined by differential leveling and
 LA1411.adjusted by the NATIONAL GEODETIC SURVEY
 LA1411.in June 1991.
 LA1411
 LA1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1411.GEOID18 height accuracy estimate available here.
 LA1411
 LA1411.Click photographs - Photos may exist for this station.
 LA1411
 LA1411.The dynamic height is computed by dividing the NAVD 88
 LA1411.geopotential number by the normal gravity value computed on the
 LA1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1411.degrees latitude (g = 980.6199 gals.).
 LA1411
 LA1411.The modeled gravity was interpolated from observed gravity values.
 LA1411
 LA1411;                    North         East    Units  Estimated Accuracy
 LA1411;SPC IN E     -   580,149.      112,159.      MT  (+/- 10 meters HH2 GPS)
 LA1411
 LA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2517981406(NAD 83)
 LA1411
 LA1411                          SUPERSEDED SURVEY CONTROL
 LA1411
 LA1411  NGVD 29 (??/??/92)  274.562  (m)          900.79   (f) ADJ UNCH    2 0
 LA1411
 LA1411.Superseded values are not recommended for survey control.
 LA1411
 LA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1411.See file dsdata.pdf to determine how the superseded data were derived.
 LA1411
 LA1411_MARKER: DB = BENCH MARK DISK
 LA1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1411_SP_SET: ABUTMENT
 LA1411_STAMPING: C 37 1934
 LA1411_MARK LOGO: CGS
 LA1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1411
 LA1411  HISTORY     - Date     Condition        Report By
 LA1411  HISTORY     - 1934     MONUMENTED       CGS
 LA1411  HISTORY     - 1946     GOOD             CGS
 LA1411
 LA1411                          STATION DESCRIPTION
 LA1411
 LA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1411'1.6 MI W FROM UPLAND.
 LA1411'ABOUT 1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1411'AT UPLAND, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT
 LA1411'OF A RAILROAD CONCRETE BRIDGE NO. 146/60 OVER A GRAVEL ROAD, 11
 LA1411'FEET SOUTH AND ABOUT 5 FEET BELOW THE SOUTH RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7509 ***********************************************************************
 DR7509  DESIGNATION -  C 375
 DR7509  PID         -  DR7509
 DR7509  STATE/COUNTY-  IN/ELKHART
 DR7509  COUNTRY     -  US
 DR7509  USGS QUAD   -  GOSHEN (2019)
 DR7509
 DR7509                         *CURRENT SURVEY CONTROL
 DR7509  ______________________________________________________________________
 DR7509* NAD 83(1986) POSITION- 41 35 35.62   (N) 085 46 39.83   (W)   HD_HELD1
 DR7509* NAVD 88 ORTHO HEIGHT -   248.975 (meters)      816.85  (feet) ADJUSTED
 DR7509  ______________________________________________________________________
 DR7509  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 DR7509  DYNAMIC HEIGHT  -        248.878 (meters)      816.53  (feet) COMP
 DR7509  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 DR7509
 DR7509  VERT ORDER      -  SECOND    CLASS I
 DR7509
 DR7509.The horizontal coordinates were determined by differentially corrected
 DR7509.hand held GPS observations or other comparable positioning techniques
 DR7509.and have an estimated accuracy of +/- 3 meters.
 DR7509
 DR7509.The orthometric height was determined by differential leveling and
 DR7509.adjusted by the NATIONAL GEODETIC SURVEY
 DR7509.in March 2022.
 DR7509
 DR7509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7509.GEOID18 height accuracy estimate available here.
 DR7509
 DR7509.Click photographs - Photos may exist for this station.
 DR7509
 DR7509.The dynamic height is computed by dividing the NAVD 88
 DR7509.geopotential number by the normal gravity value computed on the
 DR7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7509.degrees latitude (g = 980.6199 gals.).
 DR7509
 DR7509.The modeled gravity was interpolated from observed gravity values.
 DR7509
 DR7509;                    North         East    Units  Estimated Accuracy
 DR7509;SPC IN E     -   704,445.6      90,740.2     MT  (+/- 3 meters HH1 GPS) 
 DR7509
 DR7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0186805335(NAD 83)
 DR7509
 DR7509                          SUPERSEDED SURVEY CONTROL
 DR7509
 DR7509.No superseded survey control is available for this station.
 DR7509
 DR7509_MARKER: F = FLANGE-ENCASED ROD
 DR7509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7509_STAMPING: C 375 2018
 DR7509_MARK LOGO: NONE
 DR7509_PROJECTION: RECESSED 8 CENTIMETERS
 DR7509_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7509+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 DR7509_ROD/PIPE-DEPTH: 28.0 meters
 DR7509_SLEEVE-DEPTH  : 0.9 meters
 DR7509
 DR7509  HISTORY     - Date     Condition        Report By
 DR7509  HISTORY     - 20180605 MONUMENTED       INDOT
 DR7509
 DR7509                          STATION DESCRIPTION
 DR7509
 DR7509'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7509'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DR7509'MIDDLEBURY, 6.2 MI (10.0 KM) NORTHWEST OF MILLERSBURG AND 3.0 MI (4.8
 DR7509'KM) EAST-NORTHEAST OF GOSHEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7509'
 DR7509'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST LINCOLN AVENUE
 DR7509'(AKA STATE ROAD 4) IN THE TOWN OF GOSHEN, TRAVEL EAST AND NORTHEAST
 DR7509'3.02 MI (4.86 KM) ALONG EAST LINCOLN AVENUE TO THE MONUMENT ON THE
 DR7509'RIGHT (SOUTHEAST) SIDE OF THE ROAD.
 DR7509'
 DR7509'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 36 FT (11.0
 DR7509'M) SOUTHEAST OF THE ROAD CENTERLINE, BETWEEN THE EAST END OF THE GUARD
 DR7509'RAIL AND A PRIVATE GRAVEL FIELD ENTRANCE.  IT IS LOCATED 35.67 FT
 DR7509'(10.9 M) NORTH OF A MAG NAIL SET IN THE NORTH FACE OF POWER POLE
 DR7509'1071188, 17.10 FT (5.2 M) EAST-SOUTHEAST OF A CUT-X IN A GUARDRAIL
 DR7509'POST, 144.43 FT (44.0 M) WEST-SOUTHWEST OF A MAG MAIL SET IN THE
 DR7509'NORTHWEST FACE OF POWER POLE 1062-660 AND 20.0 FT (6.1 M) NORTHWEST OF
 DR7509'THE NORTHEAST CORNER OF A GRATED BOX END SECTION.
 DR7509'
 DR7509'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7509'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7534 ***********************************************************************
 DR7534  DESIGNATION -  C 376
 DR7534  PID         -  DR7534
 DR7534  STATE/COUNTY-  IN/LAGRANGE
 DR7534  COUNTRY     -  US
 DR7534  USGS QUAD   -  LAGRANGE (2019)
 DR7534
 DR7534                         *CURRENT SURVEY CONTROL
 DR7534  ______________________________________________________________________
 DR7534* NAD 83(1986) POSITION- 41 38 28.29   (N) 085 27 23.32   (W)   HD_HELD1
 DR7534* NAVD 88 ORTHO HEIGHT -   275.956 (meters)      905.37  (feet) ADJUSTED
 DR7534  ______________________________________________________________________
 DR7534  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 DR7534  DYNAMIC HEIGHT  -        275.850 (meters)      905.02  (feet) COMP
 DR7534  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 DR7534
 DR7534  VERT ORDER      -  SECOND    CLASS I
 DR7534
 DR7534.The horizontal coordinates were determined by differentially corrected
 DR7534.hand held GPS observations or other comparable positioning techniques
 DR7534.and have an estimated accuracy of +/- 3 meters.
 DR7534
 DR7534.The orthometric height was determined by differential leveling and
 DR7534.adjusted by the NATIONAL GEODETIC SURVEY
 DR7534.in March 2022.
 DR7534
 DR7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7534.GEOID18 height accuracy estimate available here.
 DR7534
 DR7534.Click photographs - Photos may exist for this station.
 DR7534
 DR7534.The dynamic height is computed by dividing the NAVD 88
 DR7534.geopotential number by the normal gravity value computed on the
 DR7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7534.degrees latitude (g = 980.6199 gals.).
 DR7534
 DR7534.The modeled gravity was interpolated from observed gravity values.
 DR7534
 DR7534;                    North         East    Units  Estimated Accuracy
 DR7534;SPC IN E     -   709,788.0     117,511.2     MT  (+/- 3 meters HH1 GPS) 
 DR7534
 DR7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2854811090(NAD 83)
 DR7534
 DR7534                          SUPERSEDED SURVEY CONTROL
 DR7534
 DR7534.No superseded survey control is available for this station.
 DR7534
 DR7534_MARKER: DD = SURVEY DISK
 DR7534_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7534_SP_SET: BOX CULVERT
 DR7534_STAMPING: 2018 C 376
 DR7534_MARK LOGO: INDOT
 DR7534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7534+STABILITY: SURFACE MOTION
 DR7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7534+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DR7534
 DR7534  HISTORY     - Date     Condition        Report By
 DR7534  HISTORY     - 20180621 MONUMENTED       INDOT
 DR7534
 DR7534                          STATION DESCRIPTION
 DR7534
 DR7534'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7534'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF TOPEKA,
 DR7534'6.8 MI (10.9 KM) EAST-SOUTHEAST OF SHIPSHEWANA AND 2.1 MI (3.4 KM)
 DR7534'WEST OF LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7534'
 DR7534'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7534'LAGRANGE, TRAVEL WEST 2.0 MI (3.2 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7534'MONUMENT ON THE RIGHT(NORTH) SIDE OF THE ROAD ON A BRIDGE WALL.
 DR7534'
 DR7534'THE STATION IS ON THE NORTHEAST CORNER OF THE BOX CULVERT, SOUTH OF
 DR7534'THE SOUTH END OF THE NORTHEAST WINGWALL.  IT IS LOCATED 44.0 FT (13.4
 DR7534'M) NORTH OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE WALL, 46.65 FT
 DR7534'(14.2 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH BRIDGE
 DR7534'HEADWALL, 15.83 FT (4.8 M) EAST OF THE NORTHWEST CORNER OF THE NORTH
 DR7534'BRIDGE HEADWALL AND 0.82 FT (25 CM) SOUTH-SOUTHWEST OF THE NORTHEAST
 DR7534'CORNER OF THE NORTH BRIDGE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7559 ***********************************************************************
 DR7559  DESIGNATION -  C 377
 DR7559  PID         -  DR7559
 DR7559  STATE/COUNTY-  IN/STEUBEN
 DR7559  COUNTRY     -  US
 DR7559  USGS QUAD   -  ANGOLA WEST (2019)
 DR7559
 DR7559                         *CURRENT SURVEY CONTROL
 DR7559  ______________________________________________________________________
 DR7559* NAD 83(1986) POSITION- 41 38 05.96   (N) 085 03 49.96   (W)   HD_HELD1
 DR7559* NAVD 88 ORTHO HEIGHT -   296.270 (meters)      972.01  (feet) ADJUSTED
 DR7559  ______________________________________________________________________
 DR7559  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 DR7559  DYNAMIC HEIGHT  -        296.158 (meters)      971.65  (feet) COMP
 DR7559  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 DR7559
 DR7559  VERT ORDER      -  SECOND    CLASS I
 DR7559
 DR7559.The horizontal coordinates were determined by differentially corrected
 DR7559.hand held GPS observations or other comparable positioning techniques
 DR7559.and have an estimated accuracy of +/- 3 meters.
 DR7559
 DR7559.The orthometric height was determined by differential leveling and
 DR7559.adjusted by the NATIONAL GEODETIC SURVEY
 DR7559.in March 2022.
 DR7559
 DR7559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7559.GEOID18 height accuracy estimate available here.
 DR7559
 DR7559.Click photographs - Photos may exist for this station.
 DR7559
 DR7559.The dynamic height is computed by dividing the NAVD 88
 DR7559.geopotential number by the normal gravity value computed on the
 DR7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7559.degrees latitude (g = 980.6199 gals.).
 DR7559
 DR7559.The modeled gravity was interpolated from observed gravity values.
 DR7559
 DR7559;                    North         East    Units  Estimated Accuracy
 DR7559;SPC IN E     -   709,253.3     150,224.3     MT  (+/- 3 meters HH1 GPS) 
 DR7559
 DR7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6126111061(NAD 83)
 DR7559
 DR7559                          SUPERSEDED SURVEY CONTROL
 DR7559
 DR7559.No superseded survey control is available for this station.
 DR7559
 DR7559_MARKER: F = FLANGE-ENCASED ROD
 DR7559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7559_STAMPING: C 377 2018
 DR7559_MARK LOGO: NONE
 DR7559_PROJECTION: RECESSED 8 CENTIMETERS
 DR7559_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7559+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2018
 DR7559_ROD/PIPE-DEPTH: 8.2 meters
 DR7559_SLEEVE-DEPTH  : 0.9 meters
 DR7559
 DR7559  HISTORY     - Date     Condition        Report By
 DR7559  HISTORY     - 20180713 MONUMENTED       INDOT
 DR7559
 DR7559                          STATION DESCRIPTION
 DR7559
 DR7559'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7559'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-NORTHEAST OF STROH,
 DR7559'7.4 MI (11.9 KM) NORTH OF ASHLEY AND 3.3 MI (5.3 KM) WEST OF ANGOLA.
 DR7559'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7559'
 DR7559'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND INTERSTATE 69,
 DR7559'TRAVEL WEST 0.82 MI (1.32 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7559'THE LEFT (SOUTH) SIDE OF THE ROAD.
 DR7559'
 DR7559'THE STATION IS FLUSH WITH THE GROUND, 33.5 FT (10.2 M) SOUTH OF THE
 DR7559'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 400 FT (121.9 M) WEST OF
 DR7559'THE PRIVATE DRIVE CENTERLINE FOR 3775 U.S. HIGHWAY 20.  IT IS LOCATED
 DR7559'187.63 FT (57.2 M) WEST OF A MAG NAIL SET IN THE SOUTH SHOULDER OF THE
 DR7559'ROAD ACROSS FROM A DRIVE, 59.65 FT (18.2 M) NORTHEAST OF A MAG NAIL
 DR7559'SET IN THE NORTH FACE OF AN 8-INCH (20 CM) TREE AND 83.20 FT (25.4 M)
 DR7559'EAST-NORTHEAST OF A MAG NAIL SET IN THE NORTHEAST FACE OF A 12-INCH
 DR7559'(30 CM) TREE.
 DR7559'
 DR7559'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7559'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0328 ***********************************************************************
 LA0328  DESIGNATION -  C 38
 LA0328  PID         -  LA0328
 LA0328  STATE/COUNTY-  IN/JAY
 LA0328  COUNTRY     -  US
 LA0328  USGS QUAD   -  PORTLAND (2019)
 LA0328
 LA0328                         *CURRENT SURVEY CONTROL
 LA0328  ______________________________________________________________________
 LA0328* NAD 83(1986) POSITION- 40 25 50.     (N) 084 58 51.     (W)   SCALED
 LA0328* NAVD 88 ORTHO HEIGHT -   276.688 (meters)      907.77  (feet) ADJUSTED
 LA0328  ______________________________________________________________________
 LA0328  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LA0328  DYNAMIC HEIGHT  -        276.551 (meters)      907.32  (feet) COMP
 LA0328  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 LA0328
 LA0328  VERT ORDER      -  SECOND    CLASS 0
 LA0328
 LA0328.The horizontal coordinates were scaled from a map and have
 LA0328.an estimated accuracy of +/- 6 seconds.
 LA0328
 LA0328.The orthometric height was determined by differential leveling and
 LA0328.adjusted by the NATIONAL GEODETIC SURVEY
 LA0328.in June 1991.
 LA0328
 LA0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0328.GEOID18 height accuracy estimate available here.
 LA0328
 LA0328.Click photographs - Photos may exist for this station.
 LA0328
 LA0328.The dynamic height is computed by dividing the NAVD 88
 LA0328.geopotential number by the normal gravity value computed on the
 LA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0328.degrees latitude (g = 980.6199 gals.).
 LA0328
 LA0328.The modeled gravity was interpolated from observed gravity values.
 LA0328
 LA0328;                    North         East    Units  Estimated Accuracy
 LA0328;SPC IN E     -   575,550.      158,200.      MT  (+/- 180 meters Scaled)
 LA0328
 LA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712775(NAD 83)
 LA0328
 LA0328                          SUPERSEDED SURVEY CONTROL
 LA0328
 LA0328  NGVD 29 (??/??/92)  276.840  (m)          908.27   (f) ADJ UNCH    2 0
 LA0328
 LA0328.Superseded values are not recommended for survey control.
 LA0328
 LA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0328.See file dsdata.pdf to determine how the superseded data were derived.
 LA0328
 LA0328_MARKER: DB = BENCH MARK DISK
 LA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0328_STAMPING: C 38 1934
 LA0328_MARK LOGO: CGS
 LA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0328+STABILITY: SURFACE MOTION
 LA0328
 LA0328  HISTORY     - Date     Condition        Report By
 LA0328  HISTORY     - 1934     MONUMENTED       CGS
 LA0328  HISTORY     - 1947     GOOD             CGS
 LA0328
 LA0328                          STATION DESCRIPTION
 LA0328
 LA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0328'AT PORTLAND.
 LA0328'AT PORTLAND, AT THE INTERSECTION OF THE NEW YORK, CHICAGO AND ST.
 LA0328'LOUIS RAILROAD AND THE PENNSYLVANIA RAILROAD, 68 FEET SOUTHWEST
 LA0328'AND ACROSS THE N.Y.C. AND ST. LOUIS RR TRACK FROM THE SOUTH CORNER
 LA0328'OF THE STATION, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 LA0328'TRACK OF THE N.Y.C. AND ST. L. R.R., 54 FEET EAST OF THE EAST RAIL
 LA0328'OF THE P.R.R., 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0328'ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0328'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0241 ***********************************************************************
 LA0241  DESIGNATION -  C 39
 LA0241  PID         -  LA0241
 LA0241  STATE/COUNTY-  IN/RANDOLPH
 LA0241  COUNTRY     -  US
 LA0241  USGS QUAD   -  UNION CITY (2019)
 LA0241
 LA0241                         *CURRENT SURVEY CONTROL
 LA0241  ______________________________________________________________________
 LA0241* NAD 83(1986) POSITION- 40 11 19.     (N) 084 51 45.     (W)   SCALED
 LA0241* NAVD 88 ORTHO HEIGHT -   334.578 (meters)     1097.69  (feet) ADJUSTED
 LA0241  ______________________________________________________________________
 LA0241  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 LA0241  DYNAMIC HEIGHT  -        334.400 (meters)     1097.11  (feet) COMP
 LA0241  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 LA0241
 LA0241  VERT ORDER      -  SECOND    CLASS 0
 LA0241
 LA0241.The horizontal coordinates were scaled from a map and have
 LA0241.an estimated accuracy of +/- 6 seconds.
 LA0241
 LA0241.The orthometric height was determined by differential leveling and
 LA0241.adjusted by the NATIONAL GEODETIC SURVEY
 LA0241.in June 1991.
 LA0241
 LA0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0241.GEOID18 height accuracy estimate available here.
 LA0241
 LA0241.Click photographs - Photos may exist for this station.
 LA0241
 LA0241.The dynamic height is computed by dividing the NAVD 88
 LA0241.geopotential number by the normal gravity value computed on the
 LA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0241.degrees latitude (g = 980.6199 gals.).
 LA0241
 LA0241.The modeled gravity was interpolated from observed gravity values.
 LA0241
 LA0241;                    North         East    Units  Estimated Accuracy
 LA0241;SPC IN E     -   548,770.      168,480.      MT  (+/- 180 meters Scaled)
 LA0241
 LA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK819508(NAD 83)
 LA0241
 LA0241                          SUPERSEDED SURVEY CONTROL
 LA0241
 LA0241  NGVD 29 (??/??/92)  334.724  (m)         1098.17   (f) ADJ UNCH    2 0
 LA0241
 LA0241.Superseded values are not recommended for survey control.
 LA0241
 LA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0241.See file dsdata.pdf to determine how the superseded data were derived.
 LA0241
 LA0241_MARKER: DB = BENCH MARK DISK
 LA0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0241_STAMPING: C 39 1934
 LA0241_MARK LOGO: CGS
 LA0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0241+STABILITY: SURFACE MOTION
 LA0241
 LA0241  HISTORY     - Date     Condition        Report By
 LA0241  HISTORY     - 1934     MONUMENTED       CGS
 LA0241
 LA0241                          STATION DESCRIPTION
 LA0241
 LA0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0241'3 MI W FROM UNION CITY.
 LA0241'3.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, AND CHICAGO AND
 LA0241'ST. LOUIS RAILWAY FROM THE STATION AT UNION CITY, RANDOLPH COUNTY,
 LA0241'BETWEEN POLES 201/38 AND 201/39, IN THE NORTHWEST ANGLE OF A
 LA0241'DIRT-ROAD CROSSING, 35.4 FEET NORTH OF THE NORTH RAIL, 30 FEET
 LA0241'WEST OF THE CENTERLINE OF THE DIRT ROAD, 14 FEET SOUTHEAST OF A
 LA0241'FENCE CORNER, 2.1 FEET SOUTH OF THE WIRE FENCE, AND ABOUT 5 FEET
 LA0241'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 39 1934 AND
 LA0241'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0275 ***********************************************************************
 KA0275  DESIGNATION -  C 4
 KA0275  PID         -  KA0275
 KA0275  STATE/COUNTY-  IN/MARION
 KA0275  COUNTRY     -  US
 KA0275  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0275
 KA0275                         *CURRENT SURVEY CONTROL
 KA0275  ______________________________________________________________________
 KA0275* NAD 83(1986) POSITION- 39 46 13.3    (N) 086 09 28.1    (W)   HD_HELD2
 KA0275* NAVD 88 ORTHO HEIGHT -   220.359 (meters)      722.96  (feet) ADJUSTED
 KA0275  ______________________________________________________________________
 KA0275  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 KA0275  DYNAMIC HEIGHT  -        220.237 (meters)      722.56  (feet) COMP
 KA0275  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0275
 KA0275  VERT ORDER      -  FIRST     CLASS II
 KA0275
 KA0275.The horizontal coordinates were established by autonomous hand held GPS
 KA0275.observations and have an estimated accuracy of +/- 10 meters.
 KA0275
 KA0275.The orthometric height was determined by differential leveling and
 KA0275.adjusted by the NATIONAL GEODETIC SURVEY
 KA0275.in June 1991.
 KA0275
 KA0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0275.GEOID18 height accuracy estimate available here.
 KA0275
 KA0275.Click photographs - Photos may exist for this station.
 KA0275
 KA0275.The dynamic height is computed by dividing the NAVD 88
 KA0275.geopotential number by the normal gravity value computed on the
 KA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0275.degrees latitude (g = 980.6199 gals.).
 KA0275
 KA0275.The modeled gravity was interpolated from observed gravity values.
 KA0275
 KA0275;                    North         East    Units  Estimated Accuracy
 KA0275;SPC IN E     -   502,136.       57,921.      MT  (+/- 10 meters HH2 GPS)
 KA0275
 KA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7213002609(NAD 83)
 KA0275
 KA0275                          SUPERSEDED SURVEY CONTROL
 KA0275
 KA0275  NGVD 29 (??/??/92)  220.496  (m)          723.41   (f) ADJ UNCH    1 2
 KA0275
 KA0275.Superseded values are not recommended for survey control.
 KA0275
 KA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0275.See file dsdata.pdf to determine how the superseded data were derived.
 KA0275
 KA0275_MARKER: DB = BENCH MARK DISK
 KA0275_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0275_SP_SET: BUILDING
 KA0275_STAMPING: C 4 ELEV 723.411 FT
 KA0275_MARK LOGO: CGS
 KA0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0275+STABILITY: POSITION/ELEVATION WELL
 KA0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0275+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2016
 KA0275
 KA0275  HISTORY     - Date     Condition        Report By
 KA0275  HISTORY     - 1916     MONUMENTED       CGS
 KA0275  HISTORY     - 1947     GOOD             CGS
 KA0275  HISTORY     - 1985     GOOD             NGS
 KA0275  HISTORY     - 1989     GOOD             USPSQD
 KA0275  HISTORY     - 20060326 GOOD             GEOCAC
 KA0275  HISTORY     - 20140524 GOOD             GEOCAC
 KA0275  HISTORY     - 20160708 GOOD             USPSQD
 KA0275
 KA0275                          STATION DESCRIPTION
 KA0275
 KA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0275'AT INDIANAPOLIS.
 KA0275'AT INDIANAPOLIS, SET VERTICALLY IN THE SOUTH FACE OF THE STONE
 KA0275'WALL OF THE U.S. COURT HOUSE AND POST OFFICE BUILDING, 1.1 FEET
 KA0275'EAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 2.3 FEET ABOVE
 KA0275'THE PAVEMENT.
 KA0275
 KA0275                          STATION RECOVERY (1985)
 KA0275
 KA0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0275'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT 100
 KA0275'EAST OHIO STREET.
 KA0275
 KA0275                          STATION RECOVERY (1989)
 KA0275
 KA0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRP)
 KA0275'RECOVERED IN GOOD CONDITION.
 KA0275
 KA0275                          STATION RECOVERY (2006)
 KA0275
 KA0275'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 KA0275'RECOVERED IN GOOD CONDITION.
 KA0275
 KA0275                          STATION RECOVERY (2014)
 KA0275
 KA0275'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0275'RECOVERED AS DESCRIBED.
 KA0275
 KA0275                          STATION RECOVERY (2016)
 KA0275
 KA0275'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 KA0275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1051 ***********************************************************************
 LA1051  DESIGNATION -  C 40
 LA1051  PID         -  LA1051
 LA1051  STATE/COUNTY-  IN/RANDOLPH
 LA1051  COUNTRY     -  US
 LA1051  USGS QUAD   -  FARMLAND (2019)
 LA1051
 LA1051                         *CURRENT SURVEY CONTROL
 LA1051  ______________________________________________________________________
 LA1051* NAD 83(1986) POSITION- 40 13 14.     (N) 085 07 43.     (W)   SCALED
 LA1051* NAVD 88 ORTHO HEIGHT -   306.459 (meters)     1005.44  (feet) ADJUSTED
 LA1051  ______________________________________________________________________
 LA1051  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 LA1051  DYNAMIC HEIGHT  -        306.297 (meters)     1004.91  (feet) COMP
 LA1051  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 LA1051
 LA1051  VERT ORDER      -  SECOND    CLASS 0
 LA1051
 LA1051.The horizontal coordinates were scaled from a map and have
 LA1051.an estimated accuracy of +/- 6 seconds.
 LA1051
 LA1051.The orthometric height was determined by differential leveling and
 LA1051.adjusted by the NATIONAL GEODETIC SURVEY
 LA1051.in June 1991.
 LA1051
 LA1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1051.GEOID18 height accuracy estimate available here.
 LA1051
 LA1051.Click photographs - Photos may exist for this station.
 LA1051
 LA1051.The dynamic height is computed by dividing the NAVD 88
 LA1051.geopotential number by the normal gravity value computed on the
 LA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1051.degrees latitude (g = 980.6199 gals.).
 LA1051
 LA1051.The modeled gravity was interpolated from observed gravity values.
 LA1051
 LA1051;                    North         East    Units  Estimated Accuracy
 LA1051;SPC IN E     -   552,150.      145,800.      MT  (+/- 180 meters Scaled)
 LA1051
 LA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK592539(NAD 83)
 LA1051
 LA1051                          SUPERSEDED SURVEY CONTROL
 LA1051
 LA1051  NGVD 29 (??/??/92)  306.599  (m)         1005.90   (f) ADJ UNCH    2 0
 LA1051
 LA1051.Superseded values are not recommended for survey control.
 LA1051
 LA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1051.See file dsdata.pdf to determine how the superseded data were derived.
 LA1051
 LA1051_MARKER: DB = BENCH MARK DISK
 LA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1051_STAMPING: C 40 1934
 LA1051_MARK LOGO: CGS
 LA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1051+STABILITY: SURFACE MOTION
 LA1051
 LA1051  HISTORY     - Date     Condition        Report By
 LA1051  HISTORY     - 1934     MONUMENTED       CGS
 LA1051
 LA1051                          STATION DESCRIPTION
 LA1051
 LA1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1051'2.2 MI N FROM FARMLAND.
 LA1051'2.2 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1051'FARMLAND, RANDOLPH COUNTY, 17 YARDS SOUTHWEST OF THE SOUTHWEST
 LA1051'CORNER OF AN ABANDONED WHITE FRAME CHURCH, IN THE NORTHEAST ANGLE
 LA1051'OF A ROAD INTERSECTION, AT A RIGHT-ANGLE TURN IN THE HIGHWAY,
 LA1051'25.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 23.7 FEET NORTH
 LA1051'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 6.9 FEET NORTHEAST
 LA1051'OF A FENCE CORNER, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 LA1051'DISK, STAMPED C 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1011 ***********************************************************************
 LA1011  DESIGNATION -  C 41
 LA1011  PID         -  LA1011
 LA1011  STATE/COUNTY-  IN/DELAWARE
 LA1011  COUNTRY     -  US
 LA1011  USGS QUAD   -  MUNCIE EAST (2019)
 LA1011
 LA1011                         *CURRENT SURVEY CONTROL
 LA1011  ______________________________________________________________________
 LA1011* NAD 83(1986) POSITION- 40 11 29.     (N) 085 19 47.     (W)   SCALED
 LA1011* NAVD 88 ORTHO HEIGHT -   296.784 (meters)      973.70  (feet) ADJUSTED
 LA1011  ______________________________________________________________________
 LA1011  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 LA1011  DYNAMIC HEIGHT  -        296.625 (meters)      973.18  (feet) COMP
 LA1011  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA1011
 LA1011  VERT ORDER      -  SECOND    CLASS 0
 LA1011
 LA1011.The horizontal coordinates were scaled from a map and have
 LA1011.an estimated accuracy of +/- 6 seconds.
 LA1011
 LA1011.The orthometric height was determined by differential leveling and
 LA1011.adjusted by the NATIONAL GEODETIC SURVEY
 LA1011.in June 1991.
 LA1011
 LA1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1011.GEOID18 height accuracy estimate available here.
 LA1011
 LA1011.Click photographs - Photos may exist for this station.
 LA1011
 LA1011.The dynamic height is computed by dividing the NAVD 88
 LA1011.geopotential number by the normal gravity value computed on the
 LA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1011.degrees latitude (g = 980.6199 gals.).
 LA1011
 LA1011.The modeled gravity was interpolated from observed gravity values.
 LA1011
 LA1011;                    North         East    Units  Estimated Accuracy
 LA1011;SPC IN E     -   548,820.      128,690.      MT  (+/- 180 meters Scaled)
 LA1011
 LA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK421503(NAD 83)
 LA1011
 LA1011                          SUPERSEDED SURVEY CONTROL
 LA1011
 LA1011  NGVD 29 (??/??/92)  296.920  (m)          974.15   (f) ADJ UNCH    2 0
 LA1011
 LA1011.Superseded values are not recommended for survey control.
 LA1011
 LA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1011.See file dsdata.pdf to determine how the superseded data were derived.
 LA1011
 LA1011_MARKER: DB = BENCH MARK DISK
 LA1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1011_STAMPING: C 41 1934
 LA1011_MARK LOGO: CGS
 LA1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1011+STABILITY: SURFACE MOTION
 LA1011
 LA1011  HISTORY     - Date     Condition        Report By
 LA1011  HISTORY     - 1934     MONUMENTED       CGS
 LA1011
 LA1011                          STATION DESCRIPTION
 LA1011
 LA1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1011'1.9 MI E FROM MUNCIE.
 LA1011'1.9 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1011'ST. LOUIS RAILWAY FROM THE STATION AT MUNCIE, DELAWARE COUNTY,
 LA1011'AT POLE 226/34, AT AN ASPHALT-ROAD CROSSING, 30 FEET WEST OF THE
 LA1011'CENTERLINE OF THE ROAD, 15.8 FEET NORTH OF THE NORTH RAIL,
 LA1011'6.1 FEET WEST OF THE CONCRETE BASE OF AN AUTOMATIC SWITCH BOX,
 LA1011'AND ABOUT 10 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 LA1011'STAMPED C 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1426 ***********************************************************************
 LA1426  DESIGNATION -  C 42
 LA1426  PID         -  LA1426
 LA1426  STATE/COUNTY-  IN/MADISON
 LA1426  COUNTRY     -  US
 LA1426  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1426
 LA1426                         *CURRENT SURVEY CONTROL
 LA1426  ______________________________________________________________________
 LA1426* NAD 83(1986) POSITION- 40 05 54.     (N) 085 41 37.     (W)   SCALED
 LA1426* NAVD 88 ORTHO HEIGHT -   264.934 (meters)      869.20  (feet) ADJUSTED
 LA1426  ______________________________________________________________________
 LA1426  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 LA1426  DYNAMIC HEIGHT  -        264.790 (meters)      868.73  (feet) COMP
 LA1426  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 LA1426
 LA1426  VERT ORDER      -  SECOND    CLASS 0
 LA1426
 LA1426.The horizontal coordinates were scaled from a map and have
 LA1426.an estimated accuracy of +/- 6 seconds.
 LA1426
 LA1426.The orthometric height was determined by differential leveling and
 LA1426.adjusted by the NATIONAL GEODETIC SURVEY
 LA1426.in June 1991.
 LA1426
 LA1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1426.GEOID18 height accuracy estimate available here.
 LA1426
 LA1426.Click photographs - Photos may exist for this station.
 LA1426
 LA1426.The dynamic height is computed by dividing the NAVD 88
 LA1426.geopotential number by the normal gravity value computed on the
 LA1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1426.degrees latitude (g = 980.6199 gals.).
 LA1426
 LA1426.The modeled gravity was interpolated from observed gravity values.
 LA1426
 LA1426;                    North         East    Units  Estimated Accuracy
 LA1426;SPC IN E     -   538,440.       97,700.      MT  (+/- 180 meters Scaled)
 LA1426
 LA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK113394(NAD 83)
 LA1426
 LA1426                          SUPERSEDED SURVEY CONTROL
 LA1426
 LA1426  NGVD 29 (??/??/92)  265.072  (m)          869.66   (f) ADJ UNCH    2 0
 LA1426
 LA1426.Superseded values are not recommended for survey control.
 LA1426
 LA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1426.See file dsdata.pdf to determine how the superseded data were derived.
 LA1426
 LA1426_MARKER: DB = BENCH MARK DISK
 LA1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1426_STAMPING: C 42 1934
 LA1426_MARK LOGO: CGS
 LA1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1426+STABILITY: SURFACE MOTION
 LA1426
 LA1426  HISTORY     - Date     Condition        Report By
 LA1426  HISTORY     - 1934     MONUMENTED       CGS
 LA1426  HISTORY     - 1947     GOOD             CGS
 LA1426
 LA1426                          STATION DESCRIPTION
 LA1426
 LA1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1426'AT ANDERSON.
 LA1426'AT ANDERSON, ABOUT 0.8 MILE WEST ALONG THE CENTRAL INDIANA RAILROAD
 LA1426'FROM THE MERIDIAN STREET STATION, 93 FEET NORTHEAST OF THE CENTER
 LA1426'OF THE INTERSECTION OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1426'ST. LOUIS RAILWAY, 27.5 FEET NORTH OF THE NORTH RAIL OF THE  C.I.
 LA1426'RR, 23.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE C.C.C. AND ST.
 LA1426'L. RY., BETWEEN CEDAR AND LOCUST STREETS, 2 FEET NORTHEAST OF A
 LA1426'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND SET
 LA1426'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0252 ***********************************************************************
 KA0252  DESIGNATION -  C 43
 KA0252  PID         -  KA0252
 KA0252  STATE/COUNTY-  IN/MARION
 KA0252  COUNTRY     -  US
 KA0252  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0252
 KA0252                         *CURRENT SURVEY CONTROL
 KA0252  ______________________________________________________________________
 KA0252* NAD 83(1986) POSITION- 39 49 58.15   (N) 086 08 24.91   (W)   HD_HELD1
 KA0252* NAVD 88 ORTHO HEIGHT -   224.542 (meters)      736.68  (feet) ADJUSTED
 KA0252  ______________________________________________________________________
 KA0252  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 KA0252  DYNAMIC HEIGHT  -        224.417 (meters)      736.27  (feet) COMP
 KA0252  MODELED GRAVITY -    980,067.5   (mgal)                       NAVD 88
 KA0252
 KA0252  VERT ORDER      -  SECOND    CLASS 0
 KA0252
 KA0252.The horizontal coordinates were determined by differentially corrected
 KA0252.hand held GPS observations or other comparable positioning techniques
 KA0252.and have an estimated accuracy of +/- 3 meters.
 KA0252
 KA0252.The orthometric height was determined by differential leveling and
 KA0252.adjusted by the NATIONAL GEODETIC SURVEY
 KA0252.in June 1991.
 KA0252
 KA0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0252.GEOID18 height accuracy estimate available here.
 KA0252
 KA0252.Click photographs - Photos may exist for this station.
 KA0252
 KA0252.The dynamic height is computed by dividing the NAVD 88
 KA0252.geopotential number by the normal gravity value computed on the
 KA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0252.degrees latitude (g = 980.6199 gals.).
 KA0252
 KA0252.The modeled gravity was interpolated from observed gravity values.
 KA0252
 KA0252;                    North         East    Units  Estimated Accuracy
 KA0252;SPC IN E     -   509,063.0      59,461.5     MT  (+/- 3 meters HH1 GPS) 
 KA0252
 KA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7356609555(NAD 83)
 KA0252
 KA0252                          SUPERSEDED SURVEY CONTROL
 KA0252
 KA0252  NGVD 29 (??/??/92)  224.670  (m)          737.10   (f) ADJ UNCH    2 0
 KA0252
 KA0252.Superseded values are not recommended for survey control.
 KA0252
 KA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0252.See file dsdata.pdf to determine how the superseded data were derived.
 KA0252
 KA0252_MARKER: DB = BENCH MARK DISK
 KA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0252_STAMPING: C 43 1934
 KA0252_MARK LOGO: CGS
 KA0252_PROJECTION: PROJECTING 5 CENTIMETERS
 KA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0252+STABILITY: SURFACE MOTION
 KA0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0252+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 KA0252
 KA0252  HISTORY     - Date     Condition        Report By
 KA0252  HISTORY     - 1934     MONUMENTED       CGS
 KA0252  HISTORY     - 1935     GOOD             CGS
 KA0252  HISTORY     - 19961029 GOOD             USPSQD
 KA0252  HISTORY     - 20090114 GOOD             PICI
 KA0252  HISTORY     - 20120125 GOOD             PICI
 KA0252  HISTORY     - 20140525 GOOD             GEOCAC
 KA0252  HISTORY     - 20250401 GOOD             ASMINC
 KA0252
 KA0252                          STATION DESCRIPTION
 KA0252
 KA0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0252'AT INDIANAPOLIS.
 KA0252'AT INDIANAPOLIS, MARION COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0252'AND LOUISVILLE RAILWAY, 0.5 MILE NORTH OF THE BOULEVARD STATION,
 KA0252'11 YARDS EAST OF MILEPOST B 178, 50 YARDS NORTH OF THE CROSSING
 KA0252'OF 42ND STREET, 6 YARDS EAST OF THE EAST RAIL, AT THE SOUTHWEST
 KA0252'CORNER OF THE CAMPUS OF THE DEAF AND DUMB SCHOOL, AND 1 FOOT
 KA0252'SOUTHWEST OF THE BRICK CORNER POST.  A STANDARD DISK, STAMPED
 KA0252'C 43 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 KA0252'INCHES ABOVE GROUND.
 KA0252
 KA0252                          STATION RECOVERY (1996)
 KA0252
 KA0252'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0252'RECOVERED IN GOOD CONDITION.
 KA0252
 KA0252                          STATION RECOVERY (2009)
 KA0252
 KA0252'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 KA0252'RECOVERED IN GOOD CONDITION.
 KA0252
 KA0252                          STATION RECOVERY (2012)
 KA0252
 KA0252'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2012 (JF)
 KA0252'RECOVERED IN GOOD CONDITION.
 KA0252
 KA0252                          STATION RECOVERY (2014)
 KA0252
 KA0252'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0252'RECOVERED IN GOOD CONDITION.  PART OF THE EDGE OF THE DISK IS MISSING,
 KA0252'BUT THE CENTER IS INTACT.  THE RAILROAD TRACKS HAVE BEEN REMOVED AND
 KA0252'REPLACED WITH A PAVED RECREATIONAL TRAIL.
 KA0252
 KA0252                          STATION RECOVERY (2025)
 KA0252
 KA0252'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2025 (RL)
 KA0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2398 ***********************************************************************
 JZ2398  DESIGNATION -  C 44
 JZ2398  PID         -  JZ2398
 JZ2398  STATE/COUNTY-  IN/HANCOCK
 JZ2398  COUNTRY     -  US
 JZ2398  USGS QUAD   -  SHIRLEY (2019)
 JZ2398
 JZ2398                         *CURRENT SURVEY CONTROL
 JZ2398  ______________________________________________________________________
 JZ2398* NAD 83(1986) POSITION- 39 53 29.     (N) 085 34 39.     (W)   SCALED
 JZ2398* NAVD 88 ORTHO HEIGHT -   313.662 (meters)     1029.07  (feet) ADJUSTED
 JZ2398  ______________________________________________________________________
 JZ2398  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ2398  DYNAMIC HEIGHT  -        313.486 (meters)     1028.50  (feet) COMP
 JZ2398  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 JZ2398
 JZ2398  VERT ORDER      -  SECOND    CLASS 0
 JZ2398
 JZ2398.The horizontal coordinates were scaled from a map and have
 JZ2398.an estimated accuracy of +/- 6 seconds.
 JZ2398
 JZ2398.The orthometric height was determined by differential leveling and
 JZ2398.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2398.in June 1991.
 JZ2398
 JZ2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2398.GEOID18 height accuracy estimate available here.
 JZ2398
 JZ2398.Click photographs - Photos may exist for this station.
 JZ2398
 JZ2398.The dynamic height is computed by dividing the NAVD 88
 JZ2398.geopotential number by the normal gravity value computed on the
 JZ2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2398.degrees latitude (g = 980.6199 gals.).
 JZ2398
 JZ2398.The modeled gravity was interpolated from observed gravity values.
 JZ2398
 JZ2398;                    North         East    Units  Estimated Accuracy
 JZ2398;SPC IN E     -   515,460.      107,630.      MT  (+/- 180 meters Scaled)
 JZ2398
 JZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK216166(NAD 83)
 JZ2398
 JZ2398                          SUPERSEDED SURVEY CONTROL
 JZ2398
 JZ2398  NGVD 29 (??/??/92)  313.788  (m)         1029.49   (f) ADJ UNCH    2 0
 JZ2398
 JZ2398.Superseded values are not recommended for survey control.
 JZ2398
 JZ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2398.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2398
 JZ2398_MARKER: DB = BENCH MARK DISK
 JZ2398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2398_SP_SET: SIGNAL BASE
 JZ2398_STAMPING: C 44 1934
 JZ2398_MARK LOGO: CGS
 JZ2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2398
 JZ2398  HISTORY     - Date     Condition        Report By
 JZ2398  HISTORY     - 1934     MONUMENTED       CGS
 JZ2398  HISTORY     - 1947     GOOD             CGS
 JZ2398
 JZ2398                          STATION DESCRIPTION
 JZ2398
 JZ2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2398'AT SHIRLEY.
 JZ2398'AT SHIRLEY, ABOUT 7 RAILS SOUTH ALONG THE NEW YORK CENTRAL
 JZ2398'RAILROAD FROM THE STATION, 39 FEET WEST OF THE CENTER LINE OF
 JZ2398'A BLACK TOP STREET PARALLELING THE EAST SIDE OF THE TRACK, AT
 JZ2398'THE SOUTH END OF A CONCRETE PLATFORM, SET IN THE TOP OF THE
 JZ2398'SOUTHWEST CORNER OF A CONCRETE SIGNAL BASE, 6.5 FEET EAST OF
 JZ2398'THE EAST RAIL AND ABOUT 1 FOOT ABOVE THE TRACK.  NOTE-- THE
 JZ2398'CONCRETE OF THE SIGNAL BASE IS STARTING TO CRUMBLE.  DISK APPEARS
 JZ2398'TO BE O.K. AS IT IS STILL IN TIGHT BUT IT IS POSSIBLE THAT THE
 JZ2398'BASE IS MOVING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1481 ***********************************************************************
 JZ1481  DESIGNATION -  C 45
 JZ1481  PID         -  JZ1481
 JZ1481  STATE/COUNTY-  IN/WAYNE
 JZ1481  COUNTRY     -  US
 JZ1481  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1481
 JZ1481                         *CURRENT SURVEY CONTROL
 JZ1481  ______________________________________________________________________
 JZ1481* NAD 83(1986) POSITION- 39 55 07.     (N) 085 10 54.     (W)   SCALED
 JZ1481* NAVD 88 ORTHO HEIGHT -   321.534 (meters)     1054.90  (feet) ADJUSTED
 JZ1481  ______________________________________________________________________
 JZ1481  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 JZ1481  DYNAMIC HEIGHT  -        321.350 (meters)     1054.30  (feet) COMP
 JZ1481  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 JZ1481
 JZ1481  VERT ORDER      -  SECOND    CLASS 0
 JZ1481
 JZ1481.The horizontal coordinates were scaled from a map and have
 JZ1481.an estimated accuracy of +/- 6 seconds.
 JZ1481
 JZ1481.The orthometric height was determined by differential leveling and
 JZ1481.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1481.in June 1991.
 JZ1481
 JZ1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1481.GEOID18 height accuracy estimate available here.
 JZ1481
 JZ1481.Click photographs - Photos may exist for this station.
 JZ1481
 JZ1481.The dynamic height is computed by dividing the NAVD 88
 JZ1481.geopotential number by the normal gravity value computed on the
 JZ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1481.degrees latitude (g = 980.6199 gals.).
 JZ1481
 JZ1481.The modeled gravity was interpolated from observed gravity values.
 JZ1481
 JZ1481;                    North         East    Units  Estimated Accuracy
 JZ1481;SPC IN E     -   518,590.      141,460.      MT  (+/- 180 meters Scaled)
 JZ1481
 JZ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK554203(NAD 83)
 JZ1481
 JZ1481                          SUPERSEDED SURVEY CONTROL
 JZ1481
 JZ1481  NGVD 29 (??/??/92)  321.669  (m)         1055.34   (f) ADJ UNCH    2 0
 JZ1481
 JZ1481.Superseded values are not recommended for survey control.
 JZ1481
 JZ1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1481.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1481
 JZ1481_MARKER: DB = BENCH MARK DISK
 JZ1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1481_SP_SET: BRIDGE RETAINING WALL
 JZ1481_STAMPING: C 45 1934
 JZ1481_MARK LOGO: CGS
 JZ1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1481+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 JZ1481
 JZ1481  HISTORY     - Date     Condition        Report By
 JZ1481  HISTORY     - 1934     MONUMENTED       CGS
 JZ1481  HISTORY     - 20230719 GOOD             INDOT
 JZ1481
 JZ1481                          STATION DESCRIPTION
 JZ1481
 JZ1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1481'3.8 MI E FROM MILLVILLE.
 JZ1481'IN WAYNE COUNTY, 3.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD
 JZ1481'FROM THE STATION AT MILLVILLE, HENRY COUNTY, AT THE NORTHWEST
 JZ1481'CORNER OF BRIDGE 91/67 OVER A DIRT ROAD, IN THE TOP STEP OF THE
 JZ1481'STONE BACK WALL, 11.6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3
 JZ1481'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ1481'C 45 1934.
 JZ1481
 JZ1481                          STATION RECOVERY (2023)
 JZ1481
 JZ1481'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1249 ***********************************************************************
 JZ1249  DESIGNATION -  C 46
 JZ1249  PID         -  JZ1249
 JZ1249  STATE/COUNTY-  IN/UNION
 JZ1249  COUNTRY     -  US
 JZ1249  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1249
 JZ1249                         *CURRENT SURVEY CONTROL
 JZ1249  ______________________________________________________________________
 JZ1249* NAD 83(1986) POSITION- 39 35 47.     (N) 084 51 39.     (W)   SCALED
 JZ1249* NAVD 88 ORTHO HEIGHT -   317.608 (meters)     1042.02  (feet) ADJUSTED
 JZ1249  ______________________________________________________________________
 JZ1249  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 JZ1249  DYNAMIC HEIGHT  -        317.424 (meters)     1041.42  (feet) COMP
 JZ1249  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 JZ1249
 JZ1249  VERT ORDER      -  SECOND    CLASS 0
 JZ1249
 JZ1249.The horizontal coordinates were scaled from a map and have
 JZ1249.an estimated accuracy of +/- 6 seconds.
 JZ1249
 JZ1249.The orthometric height was determined by differential leveling and
 JZ1249.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1249.in June 1991.
 JZ1249
 JZ1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1249.GEOID18 height accuracy estimate available here.
 JZ1249
 JZ1249.Click photographs - Photos may exist for this station.
 JZ1249
 JZ1249.The dynamic height is computed by dividing the NAVD 88
 JZ1249.geopotential number by the normal gravity value computed on the
 JZ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1249.degrees latitude (g = 980.6199 gals.).
 JZ1249
 JZ1249.The modeled gravity was interpolated from observed gravity values.
 JZ1249
 JZ1249;                    North         East    Units  Estimated Accuracy
 JZ1249;SPC IN E     -   483,020.      169,220.      MT  (+/- 180 meters Scaled)
 JZ1249
 JZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836851(NAD 83)
 JZ1249
 JZ1249                          SUPERSEDED SURVEY CONTROL
 JZ1249
 JZ1249  NGVD 29 (??/??/92)  317.762  (m)         1042.52   (f) ADJ UNCH    2 0
 JZ1249
 JZ1249.Superseded values are not recommended for survey control.
 JZ1249
 JZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1249.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1249
 JZ1249_MARKER: DB = BENCH MARK DISK
 JZ1249_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1249+WITH SETTING: PAVEMENT
 JZ1249_SP_SET: SIGNAL BASE
 JZ1249_STAMPING: C 46 1934
 JZ1249_MARK LOGO: CGS
 JZ1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1249+STABILITY: SURFACE MOTION
 JZ1249
 JZ1249  HISTORY     - Date     Condition        Report By
 JZ1249  HISTORY     - 1934     MONUMENTED       CGS
 JZ1249  HISTORY     - 1947     GOOD             CGS
 JZ1249
 JZ1249                          STATION DESCRIPTION
 JZ1249
 JZ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1249'AT COTTAGE GROVE.
 JZ1249'AT COTTAGE GROVE, ON THE BALTIMORE AND OHIO RAILROAD, AT THE
 JZ1249'FIRST ROAD CROSSING NORTH OF THE STATION, ACROSS THE TRACK
 JZ1249'FROM THE A.S. LOGUE FRAME HOUSE, IN THE TOP OF THE NORTHEAST
 JZ1249'CORNER OF THE CONCRETE BASE OF A SIGNAL, 7.5 FEET EAST OF THE
 JZ1249'EAST RAIL OF THE TRACK, AND 8 INCHES LOWER THAN THE TOP OF THE
 JZ1249'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2407 ***********************************************************************
 JZ2407  DESIGNATION -  C 47
 JZ2407  PID         -  JZ2407
 JZ2407  STATE/COUNTY-  IN/RUSH
 JZ2407  COUNTRY     -  US
 JZ2407  USGS QUAD   -  MANILLA (2019)
 JZ2407
 JZ2407                         *CURRENT SURVEY CONTROL
 JZ2407  ______________________________________________________________________
 JZ2407* NAD 83(1986) POSITION- 39 35 20.     (N) 085 31 56.     (W)   SCALED
 JZ2407* NAVD 88 ORTHO HEIGHT -   285.144 (meters)      935.51  (feet) ADJUSTED
 JZ2407  ______________________________________________________________________
 JZ2407  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 JZ2407  DYNAMIC HEIGHT  -        284.974 (meters)      934.95  (feet) COMP
 JZ2407  MODELED GRAVITY -    980,022.8   (mgal)                       NAVD 88
 JZ2407
 JZ2407  VERT ORDER      -  SECOND    CLASS 0
 JZ2407
 JZ2407.The horizontal coordinates were scaled from a map and have
 JZ2407.an estimated accuracy of +/- 6 seconds.
 JZ2407
 JZ2407.The orthometric height was determined by differential leveling and
 JZ2407.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2407.in June 1991.
 JZ2407
 JZ2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2407.GEOID18 height accuracy estimate available here.
 JZ2407
 JZ2407.Click photographs - Photos may exist for this station.
 JZ2407
 JZ2407.The dynamic height is computed by dividing the NAVD 88
 JZ2407.geopotential number by the normal gravity value computed on the
 JZ2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2407.degrees latitude (g = 980.6199 gals.).
 JZ2407
 JZ2407.The modeled gravity was interpolated from observed gravity values.
 JZ2407
 JZ2407;                    North         East    Units  Estimated Accuracy
 JZ2407;SPC IN E     -   481,880.      111,550.      MT  (+/- 180 meters Scaled)
 JZ2407
 JZ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ260831(NAD 83)
 JZ2407
 JZ2407                          SUPERSEDED SURVEY CONTROL
 JZ2407
 JZ2407  NGVD 29 (??/??/92)  285.267  (m)          935.91   (f) ADJ UNCH    2 0
 JZ2407
 JZ2407.Superseded values are not recommended for survey control.
 JZ2407
 JZ2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2407.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2407
 JZ2407_MARKER: DB = BENCH MARK DISK
 JZ2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2407_STAMPING: C 47 1934
 JZ2407_MARK LOGO: CGS
 JZ2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2407+STABILITY: SURFACE MOTION
 JZ2407
 JZ2407  HISTORY     - Date     Condition        Report By
 JZ2407  HISTORY     - 1934     MONUMENTED       CGS
 JZ2407  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ2407
 JZ2407                          STATION DESCRIPTION
 JZ2407
 JZ2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2407'4.3 MI W FROM RUSHVILLE.
 JZ2407'4.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 JZ2407'RUSHVILLE, RUSH COUNTY, IN THE SOUTHEAST ANGLE OF A DIRT-ROAD
 JZ2407'CROSSING, 20.5 FEET SOUTH OF THE SOUTH RAIL, 19.5 FEET NORTHEAST
 JZ2407'OF THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF A FENCE CORNER,
 JZ2407'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JZ2407'STAMPED C 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ2407'NOTE-- SEARCHED FOR BUT NOT RECOVERED IN DECEMBER 1958.  USGS
 JZ2407'REPORTED THAT THE ROAD SEEMS TO HAVE BEEN WIDENED AND ABOUT 3
 JZ2407'FEET OF FILL COVER THE PROBABLE LOCATION OF THE MARK.
 JZ2407
 JZ2407                          STATION RECOVERY (1960)
 JZ2407
 JZ2407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ2407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0602 ***********************************************************************
 JZ0602  DESIGNATION -  C 48
 JZ0602  PID         -  JZ0602
 JZ0602  STATE/COUNTY-  IN/FRANKLIN
 JZ0602  COUNTRY     -  US
 JZ0602  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0602
 JZ0602                         *CURRENT SURVEY CONTROL
 JZ0602  ______________________________________________________________________
 JZ0602* NAD 83(1986) POSITION- 39 19 24.     (N) 084 57 24.     (W)   SCALED
 JZ0602* NAVD 88 ORTHO HEIGHT -   310.004 (meters)     1017.07  (feet) ADJUSTED
 JZ0602  ______________________________________________________________________
 JZ0602  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 JZ0602  DYNAMIC HEIGHT  -        309.814 (meters)     1016.45  (feet) COMP
 JZ0602  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 JZ0602
 JZ0602  VERT ORDER      -  SECOND    CLASS 0
 JZ0602
 JZ0602.The horizontal coordinates were scaled from a map and have
 JZ0602.an estimated accuracy of +/- 6 seconds.
 JZ0602
 JZ0602.The orthometric height was determined by differential leveling and
 JZ0602.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0602.in June 1991.
 JZ0602
 JZ0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0602.GEOID18 height accuracy estimate available here.
 JZ0602
 JZ0602.Click photographs - Photos may exist for this station.
 JZ0602
 JZ0602.The dynamic height is computed by dividing the NAVD 88
 JZ0602.geopotential number by the normal gravity value computed on the
 JZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0602.degrees latitude (g = 980.6199 gals.).
 JZ0602
 JZ0602.The modeled gravity was interpolated from observed gravity values.
 JZ0602
 JZ0602;                    North         East    Units  Estimated Accuracy
 JZ0602;SPC IN E     -   452,630.      161,220.      MT  (+/- 180 meters Scaled)
 JZ0602
 JZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761546(NAD 83)
 JZ0602
 JZ0602                          SUPERSEDED SURVEY CONTROL
 JZ0602
 JZ0602  NGVD 29 (??/??/92)  310.188  (m)         1017.68   (f) ADJ UNCH    2 0
 JZ0602
 JZ0602.Superseded values are not recommended for survey control.
 JZ0602
 JZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0602.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0602
 JZ0602_MARKER: DB = BENCH MARK DISK
 JZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0602_STAMPING: C 48 1934
 JZ0602_MARK LOGO: CGS
 JZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0602+STABILITY: SURFACE MOTION
 JZ0602
 JZ0602  HISTORY     - Date     Condition        Report By
 JZ0602  HISTORY     - 1934     MONUMENTED       CGS
 JZ0602  HISTORY     - 1947     GOOD             CGS
 JZ0602
 JZ0602                          STATION DESCRIPTION
 JZ0602
 JZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0602'AT SOUTH GATE.
 JZ0602'NEW DESCRIPTION AS FOLLOWS-- AT SOUTH GATE, - 0.1 MILE NORTH
 JZ0602'OF THE CROSSROADS, 2.5 FEET SOUTHWEST OF THE NORTHWEST CORNER
 JZ0602'OF A LARGE WHITE BARN ON THE GEORGE WILHELM FARM, 58 FEET EAST
 JZ0602'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER
 JZ0602'LINE OF THE DRIVE TO THE BARN, ABOUT 1 FOOT ABOVE THE HIGHWAY
 JZ0602'AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2193 ***********************************************************************
 JZ2193  DESIGNATION -  C 49
 JZ2193  PID         -  JZ2193
 JZ2193  STATE/COUNTY-  IN/DECATUR
 JZ2193  COUNTRY     -  US
 JZ2193  USGS QUAD   -  WESTPORT (2019)
 JZ2193
 JZ2193                         *CURRENT SURVEY CONTROL
 JZ2193  ______________________________________________________________________
 JZ2193* NAD 83(1986) POSITION- 39 10 22.     (N) 085 34 29.     (W)   SCALED
 JZ2193* NAVD 88 ORTHO HEIGHT -   245.615 (meters)      805.82  (feet) ADJUSTED
 JZ2193  ______________________________________________________________________
 JZ2193  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ2193  DYNAMIC HEIGHT  -        245.459 (meters)      805.31  (feet) COMP
 JZ2193  MODELED GRAVITY -    979,986.4   (mgal)                       NAVD 88
 JZ2193
 JZ2193  VERT ORDER      -  SECOND    CLASS 0
 JZ2193
 JZ2193.The horizontal coordinates were scaled from a map and have
 JZ2193.an estimated accuracy of +/- 6 seconds.
 JZ2193
 JZ2193.The orthometric height was determined by differential leveling and
 JZ2193.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2193.in June 1991.
 JZ2193
 JZ2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2193.GEOID18 height accuracy estimate available here.
 JZ2193
 JZ2193.Click photographs - Photos may exist for this station.
 JZ2193
 JZ2193.The dynamic height is computed by dividing the NAVD 88
 JZ2193.geopotential number by the normal gravity value computed on the
 JZ2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2193.degrees latitude (g = 980.6199 gals.).
 JZ2193
 JZ2193.The modeled gravity was interpolated from observed gravity values.
 JZ2193
 JZ2193;                    North         East    Units  Estimated Accuracy
 JZ2193;SPC IN E     -   435,680.      107,950.      MT  (+/- 180 meters Scaled)
 JZ2193
 JZ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ231369(NAD 83)
 JZ2193
 JZ2193                          SUPERSEDED SURVEY CONTROL
 JZ2193
 JZ2193  NGVD 29 (??/??/92)  245.734  (m)          806.21   (f) ADJ UNCH    2 0
 JZ2193
 JZ2193.Superseded values are not recommended for survey control.
 JZ2193
 JZ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2193.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2193
 JZ2193_MARKER: DB = BENCH MARK DISK
 JZ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2193_STAMPING: C 49 1934
 JZ2193_MARK LOGO: CGS
 JZ2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2193+STABILITY: SURFACE MOTION
 JZ2193
 JZ2193  HISTORY     - Date     Condition        Report By
 JZ2193  HISTORY     - 1934     MONUMENTED       CGS
 JZ2193  HISTORY     - 1947     GOOD             CGS
 JZ2193  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2193
 JZ2193                          STATION DESCRIPTION
 JZ2193
 JZ2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2193'AT WESTPORT.
 JZ2193'0.45 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2193'ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, DECATUR COUNTY,
 JZ2193'11 RAILS SOUTH ACROSS THE TRACK FROM THE CHICAGO, MILWAUKEE,
 JZ2193'ST. PAUL AND PACIFIC RAILROAD STATION, IN THE SOUTHEAST ANGLE
 JZ2193'OF A ROAD CROSSING, 78 FEET SOUTH OF THE CENTERLINE OF THE
 JZ2193'ROAD, 13.5 FEET EAST OF THE EAST RAIL, 3.9 FEET NORTH OF A POLE,
 JZ2193'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL, AND SET IN THE
 JZ2193'TOP OF A CONCRETE POST.  NOTE-- A WHITE WOODEN WITNESS POST
 JZ2193'WAS SET 1.5 FEET NORTH OF THE MARK.
 JZ2193
 JZ2193                          STATION RECOVERY (2022)
 JZ2193
 JZ2193'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1319 ***********************************************************************
 LA1319  DESIGNATION -  C 5
 LA1319  PID         -  LA1319
 LA1319  STATE/COUNTY-  IN/GRANT
 LA1319  COUNTRY     -  US
 LA1319  USGS QUAD   -  FAIRMOUNT (2019)
 LA1319
 LA1319                         *CURRENT SURVEY CONTROL
 LA1319  ______________________________________________________________________
 LA1319* NAD 83(1986) POSITION- 40 25 21.     (N) 085 38 37.     (W)   SCALED
 LA1319* NAVD 88 ORTHO HEIGHT -   264.391 (meters)      867.42  (feet) ADJUSTED
 LA1319  ______________________________________________________________________
 LA1319  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 LA1319  DYNAMIC HEIGHT  -        264.255 (meters)      866.98  (feet) COMP
 LA1319  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 LA1319
 LA1319  VERT ORDER      -  FIRST     CLASS II
 LA1319
 LA1319.The horizontal coordinates were scaled from a map and have
 LA1319.an estimated accuracy of +/- 6 seconds.
 LA1319
 LA1319.The orthometric height was determined by differential leveling and
 LA1319.adjusted by the NATIONAL GEODETIC SURVEY
 LA1319.in June 1991.
 LA1319
 LA1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1319.GEOID18 height accuracy estimate available here.
 LA1319
 LA1319.Click photographs - Photos may exist for this station.
 LA1319
 LA1319.The dynamic height is computed by dividing the NAVD 88
 LA1319.geopotential number by the normal gravity value computed on the
 LA1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1319.degrees latitude (g = 980.6199 gals.).
 LA1319
 LA1319.The modeled gravity was interpolated from observed gravity values.
 LA1319
 LA1319;                    North         East    Units  Estimated Accuracy
 LA1319;SPC IN E     -   574,430.      101,960.      MT  (+/- 180 meters Scaled)
 LA1319
 LA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150755(NAD 83)
 LA1319
 LA1319                          SUPERSEDED SURVEY CONTROL
 LA1319
 LA1319  NGVD 29 (??/??/92)  264.534  (m)          867.89   (f) ADJ UNCH    1 2
 LA1319
 LA1319.Superseded values are not recommended for survey control.
 LA1319
 LA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1319.See file dsdata.pdf to determine how the superseded data were derived.
 LA1319
 LA1319_MARKER: DB = BENCH MARK DISK
 LA1319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1319_STAMPING: C 5 867.92 1916
 LA1319_MARK LOGO: CGS
 LA1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1319
 LA1319  HISTORY     - Date     Condition        Report By
 LA1319  HISTORY     - 1916     MONUMENTED       CGS
 LA1319  HISTORY     - 1946     GOOD             CGS
 LA1319
 LA1319                          STATION DESCRIPTION
 LA1319
 LA1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1319'0.6 MI N FROM FAIRMOUNT.
 LA1319'ABOUT 0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1319'THE STATION AT FAIRMOUNT, ABOUT 0.15 MILE NORTH OF THE SNYDER
 LA1319'CANNING FACTORY, SET IN THE NORTHEAST QUARTER OF THE CROSSING OF
 LA1319'STATE HIGHWAY 26, 99 FEET EAST SOUTHEAST AND ACROSS THE TRACK
 LA1319'FROM POLE 142/15, 92 FEET NORTH OF THE CENTER LINE OF THE
 LA1319'HIGHWAY, 42 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 48
 LA1319'FEET NORTH OF A 4 INCH CONCRETE FENCE CORNER POST, 3.5 FEET WEST
 LA1319'OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE CROSSING, AND SET
 LA1319'IN THE TOP OF A STONE POST PROJECTING 8 INCHES.  NOTE-- THE DISK
 LA1319'HAS BEEN BEATEN AND THE NUMBER 5 IN THE DESIGNATION AND THE 8 IN
 LA1319'THE ELEVATION ARE NO LONGER LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0685 ***********************************************************************
 KA0685  DESIGNATION -  C 50
 KA0685  PID         -  KA0685
 KA0685  STATE/COUNTY-  IN/HENDRICKS
 KA0685  COUNTRY     -  US
 KA0685  USGS QUAD   -  LIZTON (2019)
 KA0685
 KA0685                         *CURRENT SURVEY CONTROL
 KA0685  ______________________________________________________________________
 KA0685* NAD 83(1986) POSITION- 39 55 04.     (N) 086 36 32.     (W)   SCALED
 KA0685* NAVD 88 ORTHO HEIGHT -   284.681 (meters)      933.99  (feet) ADJUSTED
 KA0685  ______________________________________________________________________
 KA0685  GEOID HEIGHT    -        -33.305 (meters)                     GEOID18
 KA0685  DYNAMIC HEIGHT  -        284.525 (meters)      933.48  (feet) COMP
 KA0685  MODELED GRAVITY -    980,071.7   (mgal)                       NAVD 88
 KA0685
 KA0685  VERT ORDER      -  SECOND    CLASS 0
 KA0685
 KA0685.The horizontal coordinates were scaled from a map and have
 KA0685.an estimated accuracy of +/- 6 seconds.
 KA0685
 KA0685.The orthometric height was determined by differential leveling and
 KA0685.adjusted by the NATIONAL GEODETIC SURVEY
 KA0685.in June 1991.
 KA0685
 KA0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0685.GEOID18 height accuracy estimate available here.
 KA0685
 KA0685.Click photographs - Photos may exist for this station.
 KA0685
 KA0685.The dynamic height is computed by dividing the NAVD 88
 KA0685.geopotential number by the normal gravity value computed on the
 KA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0685.degrees latitude (g = 980.6199 gals.).
 KA0685
 KA0685.The modeled gravity was interpolated from observed gravity values.
 KA0685
 KA0685;                    North         East    Units  Estimated Accuracy
 KA0685;SPC IN W     -   518,500.      940,560.      MT  (+/- 180 meters Scaled)
 KA0685
 KA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK334187(NAD 83)
 KA0685
 KA0685                          SUPERSEDED SURVEY CONTROL
 KA0685
 KA0685  NGVD 29 (??/??/92)  284.778  (m)          934.31   (f) ADJ UNCH    2 0
 KA0685
 KA0685.Superseded values are not recommended for survey control.
 KA0685
 KA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0685.See file dsdata.pdf to determine how the superseded data were derived.
 KA0685
 KA0685_MARKER: DB = BENCH MARK DISK
 KA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0685_STAMPING: C 50 1934
 KA0685_MARK LOGO: CGS
 KA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0685+STABILITY: SURFACE MOTION
 KA0685
 KA0685  HISTORY     - Date     Condition        Report By
 KA0685  HISTORY     - 1934     MONUMENTED       CGS
 KA0685  HISTORY     - 1946     GOOD             CGS
 KA0685
 KA0685                          STATION DESCRIPTION
 KA0685
 KA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0685'1.4 MI SE FROM JAMESTOWN.
 KA0685'NEW DESCRIPTION AS FOLLOWS-- 1.4 MILES SOUTHEAST ALONG THE PEORIA
 KA0685'AND EASTERN RAILWAY FROM THE STATION AT JAMESTOWN, ABOUT 80 YARDS
 KA0685'NORTHEAST ACROSS STATE HIGHWAY 34 FROM THE MARION ROBERTS DAIRY
 KA0685'BARN, AT AN EAST-AND-WEST ROAD CROSSING, 133 FEET WEST OF THE
 KA0685'CENTER OF THE GRADE CROSSING, 47 FEET NORTHEAST OF THE CENTERLINE
 KA0685'OF STATE HIGHWAY 34, 14.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KA0685'OF THE TRACK, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 KA0685'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1540 ***********************************************************************
 KA1540  DESIGNATION -  C 51
 KA1540  PID         -  KA1540
 KA1540  STATE/COUNTY-  IN/VERMILLION
 KA1540  COUNTRY     -  US
 KA1540  USGS QUAD   -  DANA (2019)
 KA1540
 KA1540                         *CURRENT SURVEY CONTROL
 KA1540  ______________________________________________________________________
 KA1540* NAD 83(1986) POSITION- 39 46 41.     (N) 087 23 08.     (W)   SCALED
 KA1540* NAVD 88 ORTHO HEIGHT -   149.240 (meters)      489.63  (feet) ADJUSTED
 KA1540  ______________________________________________________________________
 KA1540  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 KA1540  DYNAMIC HEIGHT  -        149.158 (meters)      489.36  (feet) COMP
 KA1540  MODELED GRAVITY -    980,071.7   (mgal)                       NAVD 88
 KA1540
 KA1540  VERT ORDER      -  SECOND    CLASS 0
 KA1540
 KA1540.The horizontal coordinates were scaled from a map and have
 KA1540.an estimated accuracy of +/- 6 seconds.
 KA1540
 KA1540.The orthometric height was determined by differential leveling and
 KA1540.adjusted by the NATIONAL GEODETIC SURVEY
 KA1540.in June 1991.
 KA1540
 KA1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1540.GEOID18 height accuracy estimate available here.
 KA1540
 KA1540.Click photographs - Photos may exist for this station.
 KA1540
 KA1540.The dynamic height is computed by dividing the NAVD 88
 KA1540.geopotential number by the normal gravity value computed on the
 KA1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1540.degrees latitude (g = 980.6199 gals.).
 KA1540
 KA1540.The modeled gravity was interpolated from observed gravity values.
 KA1540
 KA1540;                    North         East    Units  Estimated Accuracy
 KA1540;SPC IN W     -   502,920.      874,110.      MT  (+/- 180 meters Scaled)
 KA1540
 KA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK669031(NAD 83)
 KA1540
 KA1540                          SUPERSEDED SURVEY CONTROL
 KA1540
 KA1540  NGVD 29 (??/??/92)  149.34   (m)          490.0    (f) COMPUTED    2 0
 KA1540
 KA1540.Superseded values are not recommended for survey control.
 KA1540
 KA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1540.See file dsdata.pdf to determine how the superseded data were derived.
 KA1540
 KA1540_MARKER: DB = BENCH MARK DISK
 KA1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1540_SP_SET: BRIDGE
 KA1540_STAMPING: C 51 1934
 KA1540_MARK LOGO: CGS
 KA1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1540
 KA1540  HISTORY     - Date     Condition        Report By
 KA1540  HISTORY     - 1934     MONUMENTED       CGS
 KA1540  HISTORY     - 1961     MARK NOT FOUND   CGS
 KA1540
 KA1540                          STATION DESCRIPTION
 KA1540
 KA1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KA1540'AT HILLSDALE.
 KA1540'AT HILLSDALE, VERMILLION COUNTY, 18-1/2 RAILS NORTH OF THE NORTH
 KA1540'END OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION, 3 RAILS
 KA1540'SOUTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, IN THE
 KA1540'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 KA1540'154.5, 2 YARDS WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK, AND
 KA1540'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 51 1934.
 KA1540'NOTE-- A WOODEN FOOT-BRIDGE HAS BEEN ADDED TO THE ORIGINAL
 KA1540'BRIDGE AND HAS APPARENTLY COVERED THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0433 ***********************************************************************
 KA0433  DESIGNATION -  C 52
 KA0433  PID         -  KA0433
 KA0433  STATE/COUNTY-  IN/MONROE
 KA0433  COUNTRY     -  US
 KA0433  USGS QUAD   -  GOSPORT (2019)
 KA0433
 KA0433                         *CURRENT SURVEY CONTROL
 KA0433  ______________________________________________________________________
 KA0433* NAD 83(1986) POSITION- 39 18 26.     (N) 086 38 58.     (W)   SCALED
 KA0433* NAVD 88 ORTHO HEIGHT -   173.833 (meters)      570.32  (feet) ADJUSTED
 KA0433  ______________________________________________________________________
 KA0433  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KA0433  DYNAMIC HEIGHT  -        173.730 (meters)      569.98  (feet) COMP
 KA0433  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 KA0433
 KA0433  VERT ORDER      -  SECOND    CLASS 0
 KA0433
 KA0433.The horizontal coordinates were scaled from a map and have
 KA0433.an estimated accuracy of +/- 6 seconds.
 KA0433
 KA0433.The orthometric height was determined by differential leveling and
 KA0433.adjusted by the NATIONAL GEODETIC SURVEY
 KA0433.in June 1991.
 KA0433
 KA0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0433.GEOID18 height accuracy estimate available here.
 KA0433
 KA0433.Click photographs - Photos may exist for this station.
 KA0433
 KA0433.The dynamic height is computed by dividing the NAVD 88
 KA0433.geopotential number by the normal gravity value computed on the
 KA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0433.degrees latitude (g = 980.6199 gals.).
 KA0433
 KA0433.The modeled gravity was interpolated from observed gravity values.
 KA0433
 KA0433;                    North         East    Units  Estimated Accuracy
 KA0433;SPC IN W     -   450,690.      937,420.      MT  (+/- 180 meters Scaled)
 KA0433
 KA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ302509(NAD 83)
 KA0433
 KA0433                          SUPERSEDED SURVEY CONTROL
 KA0433
 KA0433  NGVD 29 (??/??/92)  173.958  (m)          570.73   (f) ADJ UNCH    2 0
 KA0433
 KA0433.Superseded values are not recommended for survey control.
 KA0433
 KA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0433.See file dsdata.pdf to determine how the superseded data were derived.
 KA0433
 KA0433_MARKER: DB = BENCH MARK DISK
 KA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0433_STAMPING: C 52 1934
 KA0433_MARK LOGO: CGS
 KA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0433+STABILITY: SURFACE MOTION
 KA0433
 KA0433  HISTORY     - Date     Condition        Report By
 KA0433  HISTORY     - 1934     MONUMENTED       CGS
 KA0433
 KA0433                          STATION DESCRIPTION
 KA0433
 KA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0433'0.7 MI N FROM STINESVILLE.
 KA0433'0.7 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0433'RAILWAY FROM THE STATION AT STINESVILLE, MONROE COUNTY, 21 RAILS
 KA0433'SOUTH OF MILEPOST 207, 20 YARDS NORTH OF THE CENTERLINE OF A
 KA0433'DIRT ROAD PARALLELING THE TRACK, AT THE EAST END OF A LIMESTONE
 KA0433'FILL, 21 FEET NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE
 KA0433'FENCE LINE.  A STANDARD DISK, STAMPED C 52 1934 AND SET IN THE
 KA0433'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THE
 KA0433'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON
 KA0433'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0323 ***********************************************************************
 KA0323  DESIGNATION -  C 53
 KA0323  PID         -  KA0323
 KA0323  STATE/COUNTY-  IN/MONROE
 KA0323  COUNTRY     -  US
 KA0323  USGS QUAD   -  UNIONVILLE (2019)
 KA0323
 KA0323                         *CURRENT SURVEY CONTROL
 KA0323  ______________________________________________________________________
 KA0323* NAD 83(1986) POSITION- 39 09 06.     (N) 086 23 09.     (W)   SCALED
 KA0323* NAVD 88 ORTHO HEIGHT -   167.809 (meters)      550.55  (feet) ADJUSTED
 KA0323  ______________________________________________________________________
 KA0323  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 KA0323  DYNAMIC HEIGHT  -        167.708 (meters)      550.22  (feet) COMP
 KA0323  MODELED GRAVITY -    980,022.1   (mgal)                       NAVD 88
 KA0323
 KA0323  VERT ORDER      -  SECOND    CLASS 0
 KA0323
 KA0323.The horizontal coordinates were scaled from a map and have
 KA0323.an estimated accuracy of +/- 6 seconds.
 KA0323
 KA0323.The orthometric height was determined by differential leveling and
 KA0323.adjusted by the NATIONAL GEODETIC SURVEY
 KA0323.in June 1991.
 KA0323
 KA0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0323.GEOID18 height accuracy estimate available here.
 KA0323
 KA0323.Click photographs - Photos may exist for this station.
 KA0323
 KA0323.The dynamic height is computed by dividing the NAVD 88
 KA0323.geopotential number by the normal gravity value computed on the
 KA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0323.degrees latitude (g = 980.6199 gals.).
 KA0323
 KA0323.The modeled gravity was interpolated from observed gravity values.
 KA0323
 KA0323;                    North         East    Units  Estimated Accuracy
 KA0323;SPC IN W     -   433,570.      960,290.      MT  (+/- 180 meters Scaled)
 KA0323
 KA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ530337(NAD 83)
 KA0323
 KA0323                          SUPERSEDED SURVEY CONTROL
 KA0323
 KA0323  NGVD 29 (??/??/92)  167.929  (m)          550.95   (f) ADJ UNCH    2 0
 KA0323
 KA0323.Superseded values are not recommended for survey control.
 KA0323
 KA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0323.See file dsdata.pdf to determine how the superseded data were derived.
 KA0323
 KA0323_MARKER: DB = BENCH MARK DISK
 KA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0323_STAMPING: C 53 1934
 KA0323_MARK LOGO: CGS
 KA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0323+STABILITY: SURFACE MOTION
 KA0323
 KA0323  HISTORY     - Date     Condition        Report By
 KA0323  HISTORY     - 1934     MONUMENTED       CGS
 KA0323  HISTORY     - 1957     MARK NOT FOUND   CGS
 KA0323  HISTORY     - 1966     MARK NOT FOUND   CGS
 KA0323
 KA0323                          STATION DESCRIPTION
 KA0323
 KA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KA0323'8.4 MI E FROM BLOOMINGTON.
 KA0323'8.4 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CITY HALL AT
 KA0323'BLOOMINGTON, MONROE COUNTY, 75 YARDS SOUTHWEST OF THE PERCIFIELD
 KA0323'ONE-ROOM SCHOOL, AT THE JUNCTION OF A GRAVEL ROAD, 10 YARDS NORTH
 KA0323'OF THE CENTERLINE OF THE HIGHWAY, AND 8 YARDS WEST OF THE CENTERLINE
 KA0323'OF THE ROAD.  A STANDARD DISK, STAMPED C 53 1934 AND SET IN THE
 KA0323'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE--
 KA0323'THE DITCH ALONG THE ROAD HAS BEEN RECENTLY RE-WORKED AND IT IS
 KA0323'LIKELY THE MARK HAS BEEN DISTURBED.
 KA0323
 KA0323                          STATION RECOVERY (1966)
 KA0323
 KA0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1355 ***********************************************************************
 HZ1355  DESIGNATION -  C 56
 HZ1355  PID         -  HZ1355
 HZ1355  STATE/COUNTY-  IN/FLOYD
 HZ1355  COUNTRY     -  US
 HZ1355  USGS QUAD   -  GEORGETOWN (2019)
 HZ1355
 HZ1355                         *CURRENT SURVEY CONTROL
 HZ1355  ______________________________________________________________________
 HZ1355* NAD 83(1986) POSITION- 38 17 44.     (N) 085 57 27.     (W)   SCALED
 HZ1355* NAVD 88 ORTHO HEIGHT -   221.741 (meters)      727.50  (feet) ADJUSTED
 HZ1355  ______________________________________________________________________
 HZ1355  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 HZ1355  DYNAMIC HEIGHT  -        221.586 (meters)      726.99  (feet) COMP
 HZ1355  MODELED GRAVITY -    979,928.6   (mgal)                       NAVD 88
 HZ1355
 HZ1355  VERT ORDER      -  SECOND    CLASS 0
 HZ1355
 HZ1355.The horizontal coordinates were scaled from a map and have
 HZ1355.an estimated accuracy of +/- 6 seconds.
 HZ1355
 HZ1355.The orthometric height was determined by differential leveling and
 HZ1355.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1355.in June 1991.
 HZ1355
 HZ1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1355.GEOID18 height accuracy estimate available here.
 HZ1355
 HZ1355.Click photographs - Photos may exist for this station.
 HZ1355
 HZ1355.The dynamic height is computed by dividing the NAVD 88
 HZ1355.geopotential number by the normal gravity value computed on the
 HZ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1355.degrees latitude (g = 980.6199 gals.).
 HZ1355
 HZ1355.The modeled gravity was interpolated from observed gravity values.
 HZ1355
 HZ1355;                    North         East    Units  Estimated Accuracy
 HZ1355;SPC IN E     -   338,340.       74,560.      MT  (+/- 180 meters Scaled)
 HZ1355
 HZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH911391(NAD 83)
 HZ1355
 HZ1355                          SUPERSEDED SURVEY CONTROL
 HZ1355
 HZ1355  NGVD 29 (??/??/92)  221.87   (m)          727.9    (f) COMPUTED    2 0
 HZ1355
 HZ1355.Superseded values are not recommended for survey control.
 HZ1355
 HZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1355.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1355
 HZ1355_MARKER: DB = BENCH MARK DISK
 HZ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1355_STAMPING: C 56 1934
 HZ1355_MARK LOGO: CGS
 HZ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1355+STABILITY: SURFACE MOTION
 HZ1355
 HZ1355  HISTORY     - Date     Condition        Report By
 HZ1355  HISTORY     - 1934     MONUMENTED       CGS
 HZ1355  HISTORY     - 1935     GOOD             CGS
 HZ1355  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ1355
 HZ1355                          STATION DESCRIPTION
 HZ1355
 HZ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1355'1 MI E FROM GEORGETOWN.
 HZ1355'1.0 MILE EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1355'GEORGETOWN, FLOYD COUNTY, 110 YARDS EAST OF BRIDGE 259.7, 50
 HZ1355'YARDS EAST OF A ROAD CROSSING, 19 FEET SOUTH OF THE SOUTH RAIL, 60
 HZ1355'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, 24 FEET NORTH
 HZ1355'OF THE CENTERLINE OF A ROAD, AND 2 FEET LOWER THAN THE TRACK.
 HZ1355'A STANDARD DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A
 HZ1355'CONCRETE POST.
 HZ1355
 HZ1355                          STATION RECOVERY (1965)
 HZ1355
 HZ1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1081 ***********************************************************************
 JA1081  DESIGNATION -  C 59
 JA1081  PID         -  JA1081
 JA1081  STATE/COUNTY-  IN/PIKE
 JA1081  COUNTRY     -  US
 JA1081  USGS QUAD   -  PETERSBURG (2019)
 JA1081
 JA1081                         *CURRENT SURVEY CONTROL
 JA1081  ______________________________________________________________________
 JA1081* NAD 83(1986) POSITION- 38 26 39.     (N) 087 17 43.     (W)   SCALED
 JA1081* NAVD 88 ORTHO HEIGHT -   141.025 (meters)      462.68  (feet) ADJUSTED
 JA1081  ______________________________________________________________________
 JA1081  GEOID HEIGHT    -        -31.939 (meters)                     GEOID18
 JA1081  DYNAMIC HEIGHT  -        140.933 (meters)      462.38  (feet) COMP
 JA1081  MODELED GRAVITY -    979,974.4   (mgal)                       NAVD 88
 JA1081
 JA1081  VERT ORDER      -  FIRST     CLASS II
 JA1081
 JA1081.The horizontal coordinates were scaled from a map and have
 JA1081.an estimated accuracy of +/- 6 seconds.
 JA1081
 JA1081.The orthometric height was determined by differential leveling and
 JA1081.adjusted by the NATIONAL GEODETIC SURVEY
 JA1081.in June 1991.
 JA1081
 JA1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1081.GEOID18 height accuracy estimate available here.
 JA1081
 JA1081.Click photographs - Photos may exist for this station.
 JA1081
 JA1081.The dynamic height is computed by dividing the NAVD 88
 JA1081.geopotential number by the normal gravity value computed on the
 JA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1081.degrees latitude (g = 980.6199 gals.).
 JA1081
 JA1081.The modeled gravity was interpolated from observed gravity values.
 JA1081
 JA1081;                    North         East    Units  Estimated Accuracy
 JA1081;SPC IN W     -   354,820.      881,500.      MT  (+/- 180 meters Scaled)
 JA1081
 JA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH742551(NAD 83)
 JA1081
 JA1081                          SUPERSEDED SURVEY CONTROL
 JA1081
 JA1081  NGVD 29 (??/??/92)  141.157  (m)          463.11   (f) ADJ UNCH    1 2
 JA1081
 JA1081.Superseded values are not recommended for survey control.
 JA1081
 JA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1081.See file dsdata.pdf to determine how the superseded data were derived.
 JA1081
 JA1081_MARKER: DB = BENCH MARK DISK
 JA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1081_STAMPING: C 59 1934
 JA1081_MARK LOGO: CGS
 JA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1081+STABILITY: SURFACE MOTION
 JA1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1081+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2007
 JA1081
 JA1081  HISTORY     - Date     Condition        Report By
 JA1081  HISTORY     - 1934     MONUMENTED       CGS
 JA1081  HISTORY     - 1965     GOOD             CGS
 JA1081  HISTORY     - 1985     GOOD             NGS
 JA1081  HISTORY     - 20070510 GOOD             INDIV
 JA1081
 JA1081                          STATION DESCRIPTION
 JA1081
 JA1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1081'3.6 MI SW FROM PETERSBURG.
 JA1081'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1081'COUNTY COURTHOUSE AT PETERSBURG, THENCE 3.1 MILES SOUTH ALONG THE
 JA1081'NEW YORK CENTRAL RAILROAD, 5 RAILS NORTHEAST OF MILEPOST 98,
 JA1081'34 1/2 FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JA1081'AND A GRAVELED ROAD, 29 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 JA1081'RAIL, 23 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 JA1081'11 FEET NORTHEAST OF A TELEPHONE POLE, 2.3 FEET NORTHWEST OF A
 JA1081'CONCRETE POST, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 1/2
 JA1081'FEET BELOW THE LEVEL OF THE TRACK ABOUT 3 FEET BELOW THE LEVEL
 JA1081'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1081'2 INCHES.
 JA1081
 JA1081                          STATION RECOVERY (1985)
 JA1081
 JA1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1081'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.4 KM (7.7
 JA1081'MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1081'HIGHWAY 357 IN OAKLAND CITY, THENCE 0.4 KM (0.25 MI) SOUTH ALONG A
 JA1081'PAVED ROAD.  DELETE--11 FEET NORTHEAST OF A TELEPHONE POLE.
 JA1081
 JA1081                          STATION RECOVERY (2007)
 JA1081
 JA1081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LAW)
 JA1081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1676 ***********************************************************************
 HZ1676  DESIGNATION -  C 60
 HZ1676  PID         -  HZ1676
 HZ1676  STATE/COUNTY-  IN/CLARK
 HZ1676  COUNTRY     -  US
 HZ1676  USGS QUAD   -  HENRYVILLE (2019)
 HZ1676
 HZ1676                         *CURRENT SURVEY CONTROL
 HZ1676  ______________________________________________________________________
 HZ1676* NAD 83(1986) POSITION- 38 32 31.99   (N) 085 45 56.30   (W)   HD_HELD1
 HZ1676* NAVD 88 ORTHO HEIGHT -   152.557 (meters)      500.51  (feet) ADJUSTED
 HZ1676  ______________________________________________________________________
 HZ1676  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 HZ1676  DYNAMIC HEIGHT  -        152.456 (meters)      500.18  (feet) COMP
 HZ1676  MODELED GRAVITY -    979,964.9   (mgal)                       NAVD 88
 HZ1676
 HZ1676  VERT ORDER      -  SECOND    CLASS 0
 HZ1676
 HZ1676.The horizontal coordinates were determined by differentially corrected
 HZ1676.hand held GPS observations or other comparable positioning techniques
 HZ1676.and have an estimated accuracy of +/- 3 meters.
 HZ1676
 HZ1676.The orthometric height was determined by differential leveling and
 HZ1676.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1676.in June 1991.
 HZ1676
 HZ1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1676.GEOID18 height accuracy estimate available here.
 HZ1676
 HZ1676.Click photographs - Photos may exist for this station.
 HZ1676
 HZ1676.The dynamic height is computed by dividing the NAVD 88
 HZ1676.geopotential number by the normal gravity value computed on the
 HZ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1676.degrees latitude (g = 980.6199 gals.).
 HZ1676
 HZ1676.The modeled gravity was interpolated from observed gravity values.
 HZ1676
 HZ1676;                    North         East    Units  Estimated Accuracy
 HZ1676;SPC IN E     -   365,683.9      91,371.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1676
 HZ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0757266700(NAD 83)
 HZ1676
 HZ1676                          SUPERSEDED SURVEY CONTROL
 HZ1676
 HZ1676  NGVD 29 (??/??/92)  152.692  (m)          500.96   (f) ADJ UNCH    2 0
 HZ1676
 HZ1676.Superseded values are not recommended for survey control.
 HZ1676
 HZ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1676.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1676
 HZ1676_MARKER: DB = BENCH MARK DISK
 HZ1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1676_SP_SET: ABUTMENT
 HZ1676_STAMPING: C 60 1934
 HZ1676_MARK LOGO: CGS
 HZ1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1676+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 HZ1676
 HZ1676  HISTORY     - Date     Condition        Report By
 HZ1676  HISTORY     - 1934     MONUMENTED       CGS
 HZ1676  HISTORY     - 20230329 GOOD             INDOT
 HZ1676
 HZ1676                          STATION DESCRIPTION
 HZ1676
 HZ1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1676'AT HENRYVILLE.
 HZ1676'AT HENRYVILLE, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD,
 HZ1676'29 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 HZ1676'AT BRIDGE NO. 89/20, IN THE TOP OF THE WEST END OF THE SOUTH
 HZ1676'ABUTMENT, 7.5 FEET WEST OF THE WEST RAIL, 1.3 FEET EAST OF THE
 HZ1676'WEST EDGE OF THE ABUTMENT, 1.1 FEET SOUTH OF THE NORTH EDGE, AND
 HZ1676'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HZ1676'C 60 1934.
 HZ1676
 HZ1676                          STATION RECOVERY (2023)
 HZ1676
 HZ1676'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0090 ***********************************************************************
 KA0090  DESIGNATION -  C 61
 KA0090  PID         -  KA0090
 KA0090  STATE/COUNTY-  IN/HENDRICKS
 KA0090  COUNTRY     -  US
 KA0090  USGS QUAD   -  BROWNSBURG (2019)
 KA0090
 KA0090                         *CURRENT SURVEY CONTROL
 KA0090  ______________________________________________________________________
 KA0090* NAD 83(1986) POSITION- 39 45 25.     (N) 086 27 25.     (W)   SCALED
 KA0090* NAVD 88 ORTHO HEIGHT -   262.990 (meters)      862.83  (feet) ADJUSTED
 KA0090  ______________________________________________________________________
 KA0090  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KA0090  DYNAMIC HEIGHT  -        262.846 (meters)      862.35  (feet) COMP
 KA0090  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA0090
 KA0090  VERT ORDER      -  FIRST     CLASS II
 KA0090
 KA0090.The horizontal coordinates were scaled from a map and have
 KA0090.an estimated accuracy of +/- 6 seconds.
 KA0090
 KA0090.The orthometric height was determined by differential leveling and
 KA0090.adjusted by the NATIONAL GEODETIC SURVEY
 KA0090.in June 1991.
 KA0090
 KA0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0090.GEOID18 height accuracy estimate available here.
 KA0090
 KA0090.Click photographs - Photos may exist for this station.
 KA0090
 KA0090.The dynamic height is computed by dividing the NAVD 88
 KA0090.geopotential number by the normal gravity value computed on the
 KA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0090.degrees latitude (g = 980.6199 gals.).
 KA0090
 KA0090.The modeled gravity was interpolated from observed gravity values.
 KA0090
 KA0090;                    North         East    Units  Estimated Accuracy
 KA0090;SPC IN W     -   500,720.      953,680.      MT  (+/- 180 meters Scaled)
 KA0090
 KA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK465009(NAD 83)
 KA0090
 KA0090                          SUPERSEDED SURVEY CONTROL
 KA0090
 KA0090  NGVD 29 (??/??/92)  263.102  (m)          863.19   (f) ADJ UNCH    1 2
 KA0090
 KA0090.Superseded values are not recommended for survey control.
 KA0090
 KA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0090.See file dsdata.pdf to determine how the superseded data were derived.
 KA0090
 KA0090_MARKER: DB = BENCH MARK DISK
 KA0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0090_SP_SET: CULVERT HEADWALL
 KA0090_STAMPING: C 61 1946
 KA0090_MARK LOGO: CGS
 KA0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0090+STABILITY: SURFACE MOTION
 KA0090
 KA0090  HISTORY     - Date     Condition        Report By
 KA0090  HISTORY     - 1946     MONUMENTED       CGS
 KA0090  HISTORY     - 1978     GOOD             LOCSUR
 KA0090  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0090
 KA0090                          STATION DESCRIPTION
 KA0090
 KA0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0090'3.5 MI E FROM DANVILLE.
 KA0090'ABOUT 3.5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0090'THE STATION AT DANVILLE, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 KA0090'SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 25-FOOT
 KA0090'CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD ON THE NORTH SIDE
 KA0090'OF THE CROSSING, 43 FEET NORTH OF THE NORTH RAIL OF THE WEST
 KA0090'BOUND TRACK, 141 FEET WEST OF POLE 15/45, 12 FEET EAST OF THE
 KA0090'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN CROSSING
 KA0090'LEVEL.  A STANDARD DISK, STAMPED C 61 1946.
 KA0090
 KA0090                          STATION RECOVERY (1978)
 KA0090
 KA0090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0090'RECOVERED IN GOOD CONDITION.
 KA0090
 KA0090                          STATION RECOVERY (1985)
 KA0090
 KA0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0090'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0616 ***********************************************************************
 KA0616  DESIGNATION -  C 62 RESET
 KA0616  PID         -  KA0616
 KA0616  STATE/COUNTY-  IN/PUTNAM
 KA0616  COUNTRY     -  US
 KA0616  USGS QUAD   -  CLOVERDALE (2019)
 KA0616
 KA0616                         *CURRENT SURVEY CONTROL
 KA0616  ______________________________________________________________________
 KA0616* NAD 83(1986) POSITION- 39 34 40.7    (N) 086 50 27.2    (W)   HD_HELD2
 KA0616* NAVD 88 ORTHO HEIGHT -   223.356 (meters)      732.79  (feet) ADJUSTED
 KA0616  ______________________________________________________________________
 KA0616  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 KA0616  DYNAMIC HEIGHT  -        223.229 (meters)      732.38  (feet) COMP
 KA0616  MODELED GRAVITY -    980,053.0   (mgal)                       NAVD 88
 KA0616
 KA0616  VERT ORDER      -  FIRST     CLASS II
 KA0616
 KA0616.The horizontal coordinates were established by autonomous hand held GPS
 KA0616.observations and have an estimated accuracy of +/- 10 meters.
 KA0616
 KA0616.The orthometric height was determined by differential leveling and
 KA0616.adjusted by the NATIONAL GEODETIC SURVEY
 KA0616.in June 1991.
 KA0616
 KA0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0616.GEOID18 height accuracy estimate available here.
 KA0616
 KA0616.Click photographs - Photos may exist for this station.
 KA0616
 KA0616.The dynamic height is computed by dividing the NAVD 88
 KA0616.geopotential number by the normal gravity value computed on the
 KA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0616.degrees latitude (g = 980.6199 gals.).
 KA0616
 KA0616.The modeled gravity was interpolated from observed gravity values.
 KA0616
 KA0616;                    North         East    Units  Estimated Accuracy
 KA0616;SPC IN W     -   480,689.      920,829.      MT  (+/- 10 meters HH2 GPS)
 KA0616
 KA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1366480930(NAD 83)
 KA0616
 KA0616                          SUPERSEDED SURVEY CONTROL
 KA0616
 KA0616  NGVD 29 (??/??/??)  223.54   (m)          733.4    (f) RESET       3  
 KA0616
 KA0616.Superseded values are not recommended for survey control.
 KA0616
 KA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0616.See file dsdata.pdf to determine how the superseded data were derived.
 KA0616
 KA0616_MARKER: DB = BENCH MARK DISK
 KA0616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0616_SP_SET: HEADWALL
 KA0616_STAMPING: C 62 RESET 1949
 KA0616_MARK LOGO: CGS
 KA0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0616+STABILITY: SURFACE MOTION
 KA0616
 KA0616  HISTORY     - Date     Condition        Report By
 KA0616  HISTORY     - 1949     MONUMENTED       INHD
 KA0616  HISTORY     - 1985     GOOD             NGS
 KA0616  HISTORY     - 20110714 GOOD             GEOCAC
 KA0616
 KA0616                          STATION DESCRIPTION
 KA0616
 KA0616'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1949
 KA0616'1.4 MI E FROM PUTNAMVILLE.
 KA0616'1.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KA0616'PUTNAMVILLE, PUTNAM COUNTY, 1.2 MILES WEST OF THE JUNCTION OF
 KA0616'STATE HIGHWAY 43, AT THE EAST END OF A WEIGHING STATION, AT A
 KA0616'2- BY 3-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTH
 KA0616'HEADWALL, AND 75 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 KA0616'LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 62 RESET 1949.
 KA0616'NOTE-- THIS BENCH MARK WAS ESTABLISHED BY ENGINEERS OF THE
 KA0616'INDIANA STATE HIGHWAY COMMISSION IN OCTOBER 1949.
 KA0616
 KA0616                          STATION RECOVERY (1985)
 KA0616
 KA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0616'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.6 KM (15.9
 KA0616'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0616'HIGHWAY 59 IN BRAZIL.
 KA0616
 KA0616                          STATION RECOVERY (2011)
 KA0616
 KA0616'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0616'THE WEIGHING STATION IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0492 ***********************************************************************
 KA0492  DESIGNATION -  C 63
 KA0492  PID         -  KA0492
 KA0492  STATE/COUNTY-  IN/PUTNAM
 KA0492  COUNTRY     -  US
 KA0492  USGS QUAD   -  CATARACT (2019)
 KA0492
 KA0492                         *CURRENT SURVEY CONTROL
 KA0492  ______________________________________________________________________
 KA0492* NAD 83(1986) POSITION- 39 29 59.84   (N) 086 46 16.21   (W)   HD_HELD1
 KA0492* NAVD 88 ORTHO HEIGHT -   238.995 (meters)      784.10  (feet) ADJUSTED
 KA0492  ______________________________________________________________________
 KA0492  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA0492  DYNAMIC HEIGHT  -        238.857 (meters)      783.65  (feet) COMP
 KA0492  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 KA0492
 KA0492  VERT ORDER      -  SECOND    CLASS 0
 KA0492
 KA0492.The horizontal coordinates were determined by differentially corrected
 KA0492.hand held GPS observations or other comparable positioning techniques
 KA0492.and have an estimated accuracy of +/- 3 meters.
 KA0492
 KA0492.The orthometric height was determined by differential leveling and
 KA0492.adjusted by the NATIONAL GEODETIC SURVEY
 KA0492.in June 1991.
 KA0492
 KA0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0492.GEOID18 height accuracy estimate available here.
 KA0492
 KA0492.Click photographs - Photos may exist for this station.
 KA0492
 KA0492.The dynamic height is computed by dividing the NAVD 88
 KA0492.geopotential number by the normal gravity value computed on the
 KA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0492.degrees latitude (g = 980.6199 gals.).
 KA0492
 KA0492.The modeled gravity was interpolated from observed gravity values.
 KA0492
 KA0492;                    North         East    Units  Estimated Accuracy
 KA0492;SPC IN W     -   472,046.2     926,849.4     MT  (+/- 3 meters HH1 GPS) 
 KA0492
 KA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1967472284(NAD 83)
 KA0492
 KA0492                          SUPERSEDED SURVEY CONTROL
 KA0492
 KA0492  NGVD 29 (??/??/92)  239.107  (m)          784.47   (f) ADJ UNCH    2 0
 KA0492
 KA0492.Superseded values are not recommended for survey control.
 KA0492
 KA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0492.See file dsdata.pdf to determine how the superseded data were derived.
 KA0492
 KA0492_MARKER: DB = BENCH MARK DISK
 KA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0492_STAMPING: C 63 1946
 KA0492_MARK LOGO: CGS
 KA0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0492+STABILITY: SURFACE MOTION
 KA0492
 KA0492  HISTORY     - Date     Condition        Report By
 KA0492  HISTORY     - 1946     MONUMENTED       CGS
 KA0492  HISTORY     - 20230712 MARK NOT FOUND   INDOT
 KA0492
 KA0492                          STATION DESCRIPTION
 KA0492
 KA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0492'2 MI SE FROM CLOVERDALE.
 KA0492'1.0 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 KA0492'AT CLOVERDALE, THENCE ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY
 KA0492'42, AT A GRADE CROSSING OVER THE CHICAGO, INDIANAPOLIS AND
 KA0492'LOUISVILLE RAILROAD, 72 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 KA0492'FROM THE CROSSING SIGNAL POST, 25 FEET SOUTH OF AND ABOUT
 KA0492'4 FEET BELOW THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHEAST
 KA0492'OF THE NORTHEAST RAIL OF THE TRACK, 4 FEET EAST OF A TELEGRAPH
 KA0492'POLE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0492'DISK, STAMPED C 63 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0492'PROJECTING 4 INCHES ABOVE GROUND.
 KA0492
 KA0492                          STATION RECOVERY (2023)
 KA0492
 KA0492'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (ABC)
 KA0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0159 ***********************************************************************
 KA0159  CBN         -  This is a Cooperative Base Network Control Station.
 KA0159  DESIGNATION -  C 64
 KA0159  PID         -  KA0159
 KA0159  STATE/COUNTY-  IN/MORGAN
 KA0159  COUNTRY     -  US
 KA0159  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0159
 KA0159                         *CURRENT SURVEY CONTROL
 KA0159  ______________________________________________________________________
 KA0159* NAD 83(2011) POSITION- 39 37 11.68674(N) 086 21 43.96707(W)   ADJUSTED
 KA0159* NAD 83(2011) ELLIP HT-   172.588 (meters)        (06/27/12)   ADJUSTED
 KA0159* NAD 83(2011) EPOCH   -  2010.00
 KA0159* NAVD 88 ORTHO HEIGHT -   205.495 (meters)      674.19  (feet) ADJUSTED
 KA0159  ______________________________________________________________________
 KA0159  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 KA0159  NAD 83(2011) X  -    312,158.753 (meters)                     COMP
 KA0159  NAD 83(2011) Y  - -4,909,946.655 (meters)                     COMP
 KA0159  NAD 83(2011) Z  -  4,045,677.718 (meters)                     COMP
 KA0159  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 KA0159  DYNAMIC HEIGHT  -        205.385 (meters)      673.83  (feet) COMP
 KA0159  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 KA0159
 KA0159  VERT ORDER      -  SECOND    CLASS 0
 KA0159
 KA0159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0159  Standards:
 KA0159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0159  -------------------------------------------------------------------
 KA0159  NETWORK    1.08   2.37           0.51   0.34   1.21     -0.09652818
 KA0159  -------------------------------------------------------------------
 KA0159  Click here for local accuracies and other accuracy information.
 KA0159
 KA0159.The horizontal coordinates were established by GPS observations
 KA0159.and adjusted by the National Geodetic Survey in June 2012.
 KA0159
 KA0159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0159.been affixed to the stable North American tectonic plate. See 
 KA0159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0159
 KA0159.The horizontal coordinates are valid at the epoch date displayed above
 KA0159.which is a decimal equivalence of Year/Month/Day.
 KA0159
 KA0159.The orthometric height was determined by differential leveling and
 KA0159.adjusted by the NATIONAL GEODETIC SURVEY
 KA0159.in June 1991.
 KA0159
 KA0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0159.GEOID18 height accuracy estimate available here.
 KA0159
 KA0159.Click photographs - Photos may exist for this station.
 KA0159
 KA0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0159
 KA0159.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0159
 KA0159.The ellipsoidal height was determined by GPS observations
 KA0159.and is referenced to NAD 83.
 KA0159
 KA0159.The dynamic height is computed by dividing the NAVD 88
 KA0159.geopotential number by the normal gravity value computed on the
 KA0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0159.degrees latitude (g = 980.6199 gals.).
 KA0159
 KA0159.The modeled gravity was interpolated from observed gravity values.
 KA0159
 KA0159. The following values were computed from the NAD 83(2011) position.
 KA0159
 KA0159;                    North         East     Units Scale Factor Converg.
 KA0159;SPC IN W     -   485,566.089   961,917.546   MT  1.00001385   +0 27 35.5
 KA0159;SPC IN W     - 1,593,061.41  3,155,891.15   sFT  1.00001385   +0 27 35.5
 KA0159;UTM  16      - 4,385,766.961   554,742.157   MT  0.99963689   +0 24 24.2
 KA0159
 KA0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0159!SPC IN W     -   0.99997292  x   1.00001385  =   0.99998677
 KA0159!UTM  16      -   0.99997292  x   0.99963689  =   0.99960982
 KA0159
 KA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5474285766(NAD 83)
 KA0159
 KA0159                          SUPERSEDED SURVEY CONTROL
 KA0159
 KA0159  NAD 83(2007)-  39 37 11.68683(N)    086 21 43.96799(W) AD(2002.00) 0
 KA0159  ELLIP H (02/10/07)  172.609  (m)                       GP(2002.00)    
 KA0159  NAD 83(1997)-  39 37 11.68702(N)    086 21 43.96801(W) AD(       ) B
 KA0159  ELLIP H (04/10/98)  172.624  (m)                       GP(       ) 4 1
 KA0159  NAD 83(1986)-  39 37 11.68568(N)    086 21 43.97959(W) AD(       ) 3
 KA0159  NAD 27      -  39 37 11.52382(N)    086 21 44.00563(W) AD(       ) 3
 KA0159  NAVD 88             205.50   (m)          674.2    (f) LEVELING    3  
 KA0159  NGVD 29 (??/??/92)  205.624  (m)          674.62   (f) ADJ UNCH    2 0
 KA0159  NGVD 29             205.62   (m)          674.6    (f) LEVELING    3  
 KA0159  NGVD 29 (02/23/89)  206.     (m)  RAPSU86  model used  GPS OBS        
 KA0159
 KA0159.Superseded values are not recommended for survey control.
 KA0159
 KA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0159.See file dsdata.pdf to determine how the superseded data were derived.
 KA0159
 KA0159_MARKER: DB = BENCH MARK DISK
 KA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0159_STAMPING: C 64 1946
 KA0159_MARK LOGO: CGS
 KA0159_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0159+STABILITY: SURFACE MOTION
 KA0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0159+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 KA0159
 KA0159  HISTORY     - Date     Condition        Report By
 KA0159  HISTORY     - 1946     MONUMENTED       CGS
 KA0159  HISTORY     - 1954     GOOD             CGS
 KA0159  HISTORY     - 19880615 GOOD             NGS
 KA0159  HISTORY     - 19901008 GOOD             NGS
 KA0159  HISTORY     - 19970818 GOOD             SEC
 KA0159  HISTORY     - 20010201 GOOD             INDNR
 KA0159  HISTORY     - 20110706 GOOD             INDIV
 KA0159  HISTORY     - 20220805 GOOD             INDOT
 KA0159
 KA0159                          STATION DESCRIPTION
 KA0159
 KA0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0159'1 MI NE FROM MOORESVILLE.
 KA0159'ABOUT 1.05 MILE NORTHEAST ALONG STATE HIGHWAY 67 FROM THE MUNICIPAL
 KA0159'BUILDING AT MOORESVILLE, ABOUT 150 YARDS NORTHEAST OF A PHILLIPS
 KA0159'66 SERVICE STATION AND THE JUNCTION WITH A ROAD LEADING SOUTH, 25
 KA0159'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTHWEST
 KA0159'OF A FENCE CORNER, 6 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET
 KA0159'NORTHWEST OF A WHITE WOODEN WITNESS POST, IN LINE WITH THE
 KA0159'SOUTHEAST RIGHT-OF-WAY FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 KA0159'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED C 64 1946 AND SET IN THE
 KA0159'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0159
 KA0159                          STATION RECOVERY (1954)
 KA0159
 KA0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KA0159'RECOVERED IN GOOD CONDITION.
 KA0159
 KA0159                          STATION RECOVERY (1988)
 KA0159
 KA0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KA0159'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHWEST OF
 KA0159'INDIANAPOLIS, 13.7 KM (8.50 MI) SOUTHWEST FROM INTERSTATE HIGHWAY
 KA0159'465, 1.6 KM (1.00 MI) NORTHEAST OF MOORESVILLE AND ON HIGHWAY
 KA0159'RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH
 KA0159'SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN
 KA0159'46204, PHONE 317-232-5533.
 KA0159'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 465 AND
 KA0159'STATE HIGHWAY 67 IN SOUTHWEST INDIANAPOLIS, GO SOUTHWEST ON STATE
 KA0159'HIGHWAY 67 FOR 13.4 KM (8.35 MI) TO A STOP LIGHT AT THE JUNCTION OF
 KA0159'OLD STATE HIGHWAY 67.  TURN RIGHT AND GO SOUTHWEST FOR 1.2 KM
 KA0159'(0.75 MI) TO TTATE HIGHWAY 67.  TURN RIGHT AND GO SOUTHWEST FOR 1.2 KM
 KA0159'(0.75 MI) TO THE MARK ON THE LEFT.
 KA0159'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---C 64 1946---,
 KA0159'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE
 KA0159'THE GROUND.  LOCATED 27.4 M (89.9 FT) SOUTHWEST FROM CENTER OF
 KA0159'DRIVEWAY LEADING TO AMBULANCE PARKING LOT, 7.6 M (24.9 FT) SOUTHEAST
 KA0159'FROM CENTER OF HIGHWAY, 2.6 M (8.5 FT) SOUTHWEST FROM THE BASE OF THE
 KA0159'NORTH ONE OF THREE GUY WIRES FOR POWERPOLE, 0.2 M (0.7 FT) NORTHWEST
 KA0159'FROM A WITNESS POST AND ABOUT 137 M (449.5 FT) NORTH EAST OF THE
 KA0159'INSIDE SCOOP DRIVE IN.
 KA0159'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA0159'DESCRIBED BY D.L. ADAMS.
 KA0159
 KA0159                          STATION RECOVERY (1990)
 KA0159
 KA0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA0159'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) SOUTHWEST OF
 KA0159'INDIANAPOLIS, 13.0 KM (8.1 MI) SOUTHWEST OF INTERSTATE 465, 1.6 KM
 KA0159'(1.0 MI) NORTHEAST OF MOORESVILLE AND ON THE SOUTHEAST SIDE OF OLD
 KA0159'HIGHWAY 67.  OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH
 KA0159'SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN
 KA0159'46204, PHONE 317-232-5533.
 KA0159'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 465 AND HIGHWAY
 KA0159'67 (EXIT 8 KENTUCKY AVENUE), ON THE SOUTHWEST SIDE OF INDIANAPOLIS,
 KA0159'GO SOUTH ON STATE HIGHWAY 67 FOR 11.82 KM (7.34 MI) TO A STOP LIGHT
 KA0159'WITH THE MOORESVILLE CITY WELCOME SIGN ON THE RIGHT AND THE JUNCTION
 KA0159'OF OLD HIGHWAY 67 (NOTE-NO ROAD SIGN), TURN RIGHT, WEST-SOUTHWEST, ON
 KA0159'OLD HIGHWAY 67 FOR 1.20 KM (0.75 MI) TO THE STATION ON THE LEFT IN A
 KA0159'GRASSY AREA BETWEEN THE ENTRANCE DRIVE OF THE BROWN TOWNSHIP LIFE
 KA0159'STAR AMBULANCE BUILDING AND THE EXIT DRIVE OF THE INSIDE SCOOP DRIVE
 KA0159'INN RESTAURANT, SOUTH AND ACROSS THE HIGHWAY FROM THE ENTRANCE DRIVE
 KA0159'OF THE NP NICE PARK PRODUCTS INC.
 KA0159'THE STATON IS LOCATED 24.8 M (81.4 FT) WEST OF THE NORTHWEST CORNER OF
 KA0159'THE AMBULANCE BUILDING, 18.6 M (61.0 FT) NORTHEAST OF THE CENTER OF
 KA0159'THE EXIT DRIVE OF THE INSIDE SCOOP DRIVE INN RESTAURANT, 6.25 M
 KA0159'(20.51 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.2 M (0.7 FT)
 KA0159'NORTHWEST OF A FIBERGLASS WITNESS POST AND PROJECTING ABOUT 5-INCHES
 KA0159'ABOVE THE GROUND.
 KA0159
 KA0159                          STATION RECOVERY (1997)
 KA0159
 KA0159'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0159'THE STATION IS 15 MILES (24.1 KM) SOUTHWEST OF INDIANAPOLIS, 8.1 MILES
 KA0159'(13.0 KM) SOUTHWEST OF INTERSTATE 465 AND 1 MILE (1.6 KM) NORTHEAST OF
 KA0159'MOORESVILLE.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KA0159'465 AND STATE HIGHWAY 67 ON THE SOUTHWEST SIDE OF INDIANAPOLIS, GO
 KA0159'SOUTHWESTERLY ON STATE HIGHWAY 67 FOR 7.1 MILES (11.4 KM) TO A TRAFFIC
 KA0159'LIGHT AT A CROSS ROAD (OLD HIGHWAY 67), TURN RIGHT AND GO WESTERLY
 KA0159'ALONG OLD HIGHWAY 67 FOR 0.7 MILES (1.1 KM) TO THE STATION ON LEFT, IN
 KA0159'THE RIGHT-OF-WAY OF OLD HIGHWAY 67. OWNERSHIP--INDIANA DEPARTMENT OF
 KA0159'TRANSPORTATION, 100 N. SENATE AVENUE, INDIANAPOLIS IN 46204-2249,
 KA0159'HENRY ALDRIDGE, 317-232-6764, IN A GRASSY AREA BETWEEN THE ENTRANCE OF
 KA0159'AN AMBULANCE BUILDING AND THE EXITS OF A RESTAURANT.  THE STATION IS
 KA0159'SET IN A ROUND CONCRETE MONUMENT.  IT IS 24.80 METERS (81.36 FT) WEST
 KA0159'OF THE NORTHWEST CORNER OF THE AMBULANCE BUILDING, 18.60 METERS (61.02
 KA0159'FT) NORTHEAST OF AN EXIT DRIVE FROM RESTAURANT, 7.62 METERS (25.00 FT)
 KA0159'SOUTHEAST OF CENTERLINE OF OLD HIGHWAY 67 AND 0.22 METERS (0.72 FT)
 KA0159'NORTHWEST OF FIBERGLASS WITNESS POST.
 KA0159
 KA0159                          STATION RECOVERY (2001)
 KA0159
 KA0159'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 KA0159'AMBULANCE BUILDING IS THE BROWN TOWNSHIP ADMINISTRATIVE OFFICE WHICH
 KA0159'HOSES EMS AND AMBULANCE.  RESTURANT IS THE FRATERNAL ORDER OF EAGLES
 KA0159'LODGE.  FIBERGLASS POST IS GONE.
 KA0159
 KA0159                          STATION RECOVERY (2011)
 KA0159
 KA0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0159'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0159
 KA0159                          STATION RECOVERY (2022)
 KA0159
 KA0159'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0159'MARK WAS FOUND AS DESCRIBED ON THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0136 ***********************************************************************
 KA0136  DESIGNATION -  C 65
 KA0136  PID         -  KA0136
 KA0136  STATE/COUNTY-  IN/MARION
 KA0136  COUNTRY     -  US
 KA0136  USGS QUAD   -  MAYWOOD (2019)
 KA0136
 KA0136                         *CURRENT SURVEY CONTROL
 KA0136  ______________________________________________________________________
 KA0136* NAD 83(1986) POSITION- 39 44 12.     (N) 086 13 33.     (W)   SCALED
 KA0136* NAVD 88 ORTHO HEIGHT -   216.338 (meters)      709.77  (feet) ADJUSTED
 KA0136  ______________________________________________________________________
 KA0136  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 KA0136  DYNAMIC HEIGHT  -        216.221 (meters)      709.39  (feet) COMP
 KA0136  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 KA0136
 KA0136  VERT ORDER      -  SECOND    CLASS 0
 KA0136
 KA0136.The horizontal coordinates were scaled from a map and have
 KA0136.an estimated accuracy of +/- 6 seconds.
 KA0136
 KA0136.The orthometric height was determined by differential leveling and
 KA0136.adjusted by the NATIONAL GEODETIC SURVEY
 KA0136.in June 1991.
 KA0136
 KA0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0136.GEOID18 height accuracy estimate available here.
 KA0136
 KA0136.Click photographs - Photos may exist for this station.
 KA0136
 KA0136.The dynamic height is computed by dividing the NAVD 88
 KA0136.geopotential number by the normal gravity value computed on the
 KA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0136.degrees latitude (g = 980.6199 gals.).
 KA0136
 KA0136.The modeled gravity was interpolated from observed gravity values.
 KA0136
 KA0136;                    North         East    Units  Estimated Accuracy
 KA0136;SPC IN E     -   498,430.       52,070.      MT  (+/- 180 meters Scaled)
 KA0136
 KA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ663988(NAD 83)
 KA0136
 KA0136                          SUPERSEDED SURVEY CONTROL
 KA0136
 KA0136  NGVD 29 (??/??/92)  216.474  (m)          710.22   (f) ADJ UNCH    2 0
 KA0136
 KA0136.Superseded values are not recommended for survey control.
 KA0136
 KA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0136.See file dsdata.pdf to determine how the superseded data were derived.
 KA0136
 KA0136_MARKER: DB = BENCH MARK DISK
 KA0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0136_SP_SET: BUILDING
 KA0136_STAMPING: C 65 1946
 KA0136_MARK LOGO: CGS
 KA0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0136
 KA0136  HISTORY     - Date     Condition        Report By
 KA0136  HISTORY     - 1946     MONUMENTED       CGS
 KA0136
 KA0136                          STATION DESCRIPTION
 KA0136
 KA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0136'1.3 MI N FROM MARS HILL.
 KA0136'ABOUT 1.3 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 67
 KA0136'AND HOLT ROAD AT MARS HILL, AT THE STOUT NATIONAL GUARD AIR FIELD,
 KA0136'SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST CORNER OF HANGAR
 KA0136'BUILDING NUMBER 28, 10.6 FEET NORTH OF THE CORNER AND 4.6 FEET
 KA0136'ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 65 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0947 ***********************************************************************
 KA0947  DESIGNATION -  C 67
 KA0947  PID         -  KA0947
 KA0947  STATE/COUNTY-  IN/CLAY
 KA0947  COUNTRY     -  US
 KA0947  USGS QUAD   -  BRAZIL WEST (2019)
 KA0947
 KA0947                         *CURRENT SURVEY CONTROL
 KA0947  ______________________________________________________________________
 KA0947* NAD 83(1986) POSITION- 39 32 02.     (N) 087 07 29.     (W)   SCALED
 KA0947* NAVD 88 ORTHO HEIGHT -   203.677 (meters)      668.23  (feet) ADJUSTED
 KA0947  ______________________________________________________________________
 KA0947  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 KA0947  DYNAMIC HEIGHT  -        203.560 (meters)      667.85  (feet) COMP
 KA0947  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 KA0947
 KA0947  VERT ORDER      -  SECOND    CLASS 0
 KA0947
 KA0947.The horizontal coordinates were scaled from a map and have
 KA0947.an estimated accuracy of +/- 6 seconds.
 KA0947
 KA0947.The orthometric height was determined by differential leveling and
 KA0947.adjusted by the NATIONAL GEODETIC SURVEY
 KA0947.in June 1991.
 KA0947
 KA0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0947.GEOID18 height accuracy estimate available here.
 KA0947
 KA0947.Click photographs - Photos may exist for this station.
 KA0947
 KA0947.The dynamic height is computed by dividing the NAVD 88
 KA0947.geopotential number by the normal gravity value computed on the
 KA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0947.degrees latitude (g = 980.6199 gals.).
 KA0947
 KA0947.The modeled gravity was interpolated from observed gravity values.
 KA0947
 KA0947;                    North         East    Units  Estimated Accuracy
 KA0947;SPC IN W     -   475,770.      896,440.      MT  (+/- 180 meters Scaled)
 KA0947
 KA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ892760(NAD 83)
 KA0947
 KA0947                          SUPERSEDED SURVEY CONTROL
 KA0947
 KA0947  NGVD 29 (??/??/92)  203.776  (m)          668.56   (f) ADJ UNCH    2 0
 KA0947
 KA0947.Superseded values are not recommended for survey control.
 KA0947
 KA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0947.See file dsdata.pdf to determine how the superseded data were derived.
 KA0947
 KA0947_MARKER: DB = BENCH MARK DISK
 KA0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0947_SP_SET: CULVERT HEADWALL
 KA0947_STAMPING: C 67 1946
 KA0947_MARK LOGO: CGS
 KA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0947+STABILITY: SURFACE MOTION
 KA0947
 KA0947  HISTORY     - Date     Condition        Report By
 KA0947  HISTORY     - 1946     MONUMENTED       CGS
 KA0947
 KA0947                          STATION DESCRIPTION
 KA0947
 KA0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0947'0.7 MI N FROM BRAZIL.
 KA0947'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE
 KA0947'AT BRAZIL, ABOUT 0.1 MILE NORTH OF THE NORTH CITY LIMITS OF
 KA0947'BRAZIL, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF
 KA0947'A 3 FOOT CONCRETE CULVERT, 30 FEET EAST OF AND ABOUT LEVEL WITH
 KA0947'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 67
 KA0947'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1157 ***********************************************************************
 KA1157  DESIGNATION -  C 68
 KA1157  PID         -  KA1157
 KA1157  STATE/COUNTY-  IN/CLAY
 KA1157  COUNTRY     -  US
 KA1157  USGS QUAD   -  STAUNTON (2019)
 KA1157
 KA1157                         *CURRENT SURVEY CONTROL
 KA1157  ______________________________________________________________________
 KA1157* NAD 83(1986) POSITION- 39 28 36.     (N) 087 11 24.     (W)   SCALED
 KA1157* NAVD 88 ORTHO HEIGHT -   201.952 (meters)      662.57  (feet) ADJUSTED
 KA1157  ______________________________________________________________________
 KA1157  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 KA1157  DYNAMIC HEIGHT  -        201.837 (meters)      662.19  (feet) COMP
 KA1157  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 KA1157
 KA1157  VERT ORDER      -  SECOND    CLASS 0
 KA1157
 KA1157.The horizontal coordinates were scaled from a map and have
 KA1157.an estimated accuracy of +/- 6 seconds.
 KA1157
 KA1157.The orthometric height was determined by differential leveling and
 KA1157.adjusted by the NATIONAL GEODETIC SURVEY
 KA1157.in June 1991.
 KA1157
 KA1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1157.GEOID18 height accuracy estimate available here.
 KA1157
 KA1157.Click photographs - Photos may exist for this station.
 KA1157
 KA1157.The dynamic height is computed by dividing the NAVD 88
 KA1157.geopotential number by the normal gravity value computed on the
 KA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1157.degrees latitude (g = 980.6199 gals.).
 KA1157
 KA1157.The modeled gravity was interpolated from observed gravity values.
 KA1157
 KA1157;                    North         East    Units  Estimated Accuracy
 KA1157;SPC IN W     -   469,420.      890,820.      MT  (+/- 180 meters Scaled)
 KA1157
 KA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ836696(NAD 83)
 KA1157
 KA1157                          SUPERSEDED SURVEY CONTROL
 KA1157
 KA1157  NGVD 29 (??/??/92)  202.052  (m)          662.90   (f) ADJ UNCH    2 0
 KA1157
 KA1157.Superseded values are not recommended for survey control.
 KA1157
 KA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1157.See file dsdata.pdf to determine how the superseded data were derived.
 KA1157
 KA1157_MARKER: DB = BENCH MARK DISK
 KA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1157_STAMPING: C 68 1946
 KA1157_MARK LOGO: CGS
 KA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1157+STABILITY: SURFACE MOTION
 KA1157
 KA1157  HISTORY     - Date     Condition        Report By
 KA1157  HISTORY     - 1946     MONUMENTED       CGS
 KA1157
 KA1157                          STATION DESCRIPTION
 KA1157
 KA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1157'0.7 MI S FROM STAUNTON.
 KA1157'ABOUT 0.7 MILE SOUTH ALONG A ROAD LEADING TO CORY FROM THE
 KA1157'POST OFFICE AT STAUNTON, 1.1 MILE NORTH OF A T ROAD INTERSECTION,
 KA1157'AT THE JUNCTION OF A ROAD LEADING EAST, IN A FENCE CORNER,
 KA1157'32 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1157'NORTH-SOUTH ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD
 KA1157'EAST, 5 FEET NORTHEAST OF A RAIL SERVING AS A CORNER POST, AND
 KA1157'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1157'STAMPED C 68 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1157'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1147 ***********************************************************************
 KA1147  DESIGNATION -  C 69
 KA1147  PID         -  KA1147
 KA1147  STATE/COUNTY-  IN/CLAY
 KA1147  COUNTRY     -  US
 KA1147  USGS QUAD   -  CENTER POINT (2019)
 KA1147
 KA1147                         *CURRENT SURVEY CONTROL
 KA1147  ______________________________________________________________________
 KA1147* NAD 83(1986) POSITION- 39 25 17.     (N) 087 04 58.     (W)   SCALED
 KA1147* NAVD 88 ORTHO HEIGHT -   199.099 (meters)      653.21  (feet) ADJUSTED
 KA1147  ______________________________________________________________________
 KA1147  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 KA1147  DYNAMIC HEIGHT  -        198.985 (meters)      652.84  (feet) COMP
 KA1147  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 KA1147
 KA1147  VERT ORDER      -  SECOND    CLASS 0
 KA1147
 KA1147.The horizontal coordinates were scaled from a map and have
 KA1147.an estimated accuracy of +/- 6 seconds.
 KA1147
 KA1147.The orthometric height was determined by differential leveling and
 KA1147.adjusted by the NATIONAL GEODETIC SURVEY
 KA1147.in June 1991.
 KA1147
 KA1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1147.GEOID18 height accuracy estimate available here.
 KA1147
 KA1147.Click photographs - Photos may exist for this station.
 KA1147
 KA1147.The dynamic height is computed by dividing the NAVD 88
 KA1147.geopotential number by the normal gravity value computed on the
 KA1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1147.degrees latitude (g = 980.6199 gals.).
 KA1147
 KA1147.The modeled gravity was interpolated from observed gravity values.
 KA1147
 KA1147;                    North         East    Units  Estimated Accuracy
 KA1147;SPC IN W     -   463,280.      900,050.      MT  (+/- 180 meters Scaled)
 KA1147
 KA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ928635(NAD 83)
 KA1147
 KA1147                          SUPERSEDED SURVEY CONTROL
 KA1147
 KA1147  NGVD 29 (??/??/92)  199.206  (m)          653.56   (f) ADJ UNCH    2 0
 KA1147
 KA1147.Superseded values are not recommended for survey control.
 KA1147
 KA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1147.See file dsdata.pdf to determine how the superseded data were derived.
 KA1147
 KA1147_MARKER: DB = BENCH MARK DISK
 KA1147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1147_SP_SET: CULVERT HEADWALL
 KA1147_STAMPING: C 69 1946
 KA1147_MARK LOGO: CGS
 KA1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1147+STABILITY: SURFACE MOTION
 KA1147
 KA1147  HISTORY     - Date     Condition        Report By
 KA1147  HISTORY     - 1946     MONUMENTED       CGS
 KA1147
 KA1147                          STATION DESCRIPTION
 KA1147
 KA1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1147'1 MI NW FROM CENTER POINT.
 KA1147'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 KA1147'AT CENTER POINT, THENCE ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA
 KA1147'RAILROAD, AT A ROAD CROSSING, SET IN THE TOP OF THE WEST END
 KA1147'OF THE NORTH CONCRETE HEADWALL OF A 14 INCH CORRUGATED PIPE
 KA1147'CULVERT, 15 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 KA1147'GRAVEL ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 KA1147'STANDARD DISK, STAMPED C 69 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1154 ***********************************************************************
 KA1154  DESIGNATION -  C 70
 KA1154  PID         -  KA1154
 KA1154  STATE/COUNTY-  IN/CLAY
 KA1154  COUNTRY     -  US
 KA1154  USGS QUAD   -  STAUNTON (2019)
 KA1154
 KA1154                         *CURRENT SURVEY CONTROL
 KA1154  ______________________________________________________________________
 KA1154* NAD 83(1986) POSITION- 39 29 25.     (N) 087 09 46.     (W)   SCALED
 KA1154* NAVD 88 ORTHO HEIGHT -   200.380 (meters)      657.41  (feet) ADJUSTED
 KA1154  ______________________________________________________________________
 KA1154  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 KA1154  DYNAMIC HEIGHT  -        200.266 (meters)      657.04  (feet) COMP
 KA1154  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 KA1154
 KA1154  VERT ORDER      -  SECOND    CLASS 0
 KA1154
 KA1154.The horizontal coordinates were scaled from a map and have
 KA1154.an estimated accuracy of +/- 6 seconds.
 KA1154
 KA1154.The orthometric height was determined by differential leveling and
 KA1154.adjusted by the NATIONAL GEODETIC SURVEY
 KA1154.in June 1991.
 KA1154
 KA1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1154.GEOID18 height accuracy estimate available here.
 KA1154
 KA1154.Click photographs - Photos may exist for this station.
 KA1154
 KA1154.The dynamic height is computed by dividing the NAVD 88
 KA1154.geopotential number by the normal gravity value computed on the
 KA1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1154.degrees latitude (g = 980.6199 gals.).
 KA1154
 KA1154.The modeled gravity was interpolated from observed gravity values.
 KA1154
 KA1154;                    North         East    Units  Estimated Accuracy
 KA1154;SPC IN W     -   470,930.      893,170.      MT  (+/- 180 meters Scaled)
 KA1154
 KA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860711(NAD 83)
 KA1154
 KA1154                          SUPERSEDED SURVEY CONTROL
 KA1154
 KA1154  NGVD 29 (??/??/92)  200.478  (m)          657.73   (f) ADJ UNCH    2 0
 KA1154
 KA1154.Superseded values are not recommended for survey control.
 KA1154
 KA1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1154.See file dsdata.pdf to determine how the superseded data were derived.
 KA1154
 KA1154_MARKER: DB = BENCH MARK DISK
 KA1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1154_SP_SET: BRIDGE
 KA1154_STAMPING: C 70 1946
 KA1154_MARK LOGO: CGS
 KA1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1154
 KA1154  HISTORY     - Date     Condition        Report By
 KA1154  HISTORY     - 1946     MONUMENTED       CGS
 KA1154
 KA1154                          STATION DESCRIPTION
 KA1154
 KA1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1154'1.6 MI E FROM STAUNTON.
 KA1154'ABOUT 1.6 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 KA1154'AT STAUNTON, AT A CROSS ROAD AND A CONCRETE BRIDGE, 90 FEET EAST OF
 KA1154'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11 FEET SOUTH OF AND
 KA1154'ABOUT 2 FEET ABOVE THE CENTER LINE OF THE EAST-WEST ROAD, AND
 KA1154'SET IN THE TOP AND 7.5 FEET EAST OF THE WEST END OF THE SOUTH
 KA1154'HEADWALL OF A 25 FOOT CONCRETE BRIDGE OVER LITTLE BIRCH CREEK.
 KA1154'THIS MARK MAY BE REACHED FROM THE HOFFMAN GROCERY STORE AT THE
 KA1154'RAILROAD CROSSING AT TURNER BY GOING SOUTHEAST 0.8 MILE, THENCE
 KA1154'ABOUT 0.4 MILE WEST ALONG A ROAD LEADING TO STAUNTON.  A STANDARD
 KA1154'DISK, STAMPED C 70 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0828 ***********************************************************************
 KA0828  DESIGNATION -  C 71
 KA0828  PID         -  KA0828
 KA0828  STATE/COUNTY-  IN/PARKE
 KA0828  COUNTRY     -  US
 KA0828  USGS QUAD   -  MANSFIELD (2019)
 KA0828
 KA0828                         *CURRENT SURVEY CONTROL
 KA0828  ______________________________________________________________________
 KA0828* NAD 83(1986) POSITION- 39 38 04.71   (N) 087 06 05.76   (W)   HD_HELD1
 KA0828* NAVD 88 ORTHO HEIGHT -   211.875 (meters)      695.13  (feet) ADJUSTED
 KA0828  ______________________________________________________________________
 KA0828  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 KA0828  DYNAMIC HEIGHT  -        211.754 (meters)      694.73  (feet) COMP
 KA0828  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 KA0828
 KA0828  VERT ORDER      -  SECOND    CLASS 0
 KA0828
 KA0828.The horizontal coordinates were determined by differentially corrected
 KA0828.hand held GPS observations or other comparable positioning techniques
 KA0828.and have an estimated accuracy of +/- 3 meters.
 KA0828
 KA0828.The orthometric height was determined by differential leveling and
 KA0828.adjusted by the NATIONAL GEODETIC SURVEY
 KA0828.in June 1991.
 KA0828
 KA0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0828.GEOID18 height accuracy estimate available here.
 KA0828
 KA0828.Click photographs - Photos may exist for this station.
 KA0828
 KA0828.The dynamic height is computed by dividing the NAVD 88
 KA0828.geopotential number by the normal gravity value computed on the
 KA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0828.degrees latitude (g = 980.6199 gals.).
 KA0828
 KA0828.The modeled gravity was interpolated from observed gravity values.
 KA0828
 KA0828;                    North         East    Units  Estimated Accuracy
 KA0828;SPC IN W     -   486,953.0     898,431.9     MT  (+/- 3 meters HH1 GPS) 
 KA0828
 KA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9128187212(NAD 83)
 KA0828
 KA0828                          SUPERSEDED SURVEY CONTROL
 KA0828
 KA0828  NGVD 29 (??/??/92)  211.981  (m)          695.47   (f) ADJ UNCH    2 0
 KA0828
 KA0828.Superseded values are not recommended for survey control.
 KA0828
 KA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0828.See file dsdata.pdf to determine how the superseded data were derived.
 KA0828
 KA0828_MARKER: DB = BENCH MARK DISK
 KA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0828_STAMPING: C 71 1946
 KA0828_MARK LOGO: CGS
 KA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0828+STABILITY: SURFACE MOTION
 KA0828
 KA0828  HISTORY     - Date     Condition        Report By
 KA0828  HISTORY     - 1946     MONUMENTED       CGS
 KA0828
 KA0828                          STATION DESCRIPTION
 KA0828
 KA0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0828'2.9 MI N FROM CARBON.
 KA0828'ALONG STATE HIGHWAY 59 ABOUT 2.9 MILES NORTH OF THE NEW YORK
 KA0828'CENTRAL RAILROAD STATION AT CARBON AND 3.65 MILES SOUTH OF THE
 KA0828'CROSS ROADS AT MANSFIELD, 130 FEET NORTHWEST OF THE NORTHWEST
 KA0828'CORNER OF AN IMITATION BRICK HOUSE ON THE SOUTH SIDE OF THE
 KA0828'HIGHWAY, 47 FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER,
 KA0828'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHEAST
 KA0828'OF THE SOUTH END OF A 14-INCH CORRUGATED STEEL PIPE CULVERT, 3
 KA0828'FEET EAST OF A CORNER FENCE POST, 2 FEET FROM A WHITE WOODEN
 KA0828'WITNESS POST AND ABOUT 2 FEET LOWER THAN HIGHWAY LEVEL.  A
 KA0828'STANDARD DISK, STAMPED C 71 1946 AND SET IN THE TOP OF A CONCRETE
 KA0828'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0558 ***********************************************************************
 KA0558  DESIGNATION -  C 72
 KA0558  PID         -  KA0558
 KA0558  STATE/COUNTY-  IN/PUTNAM
 KA0558  COUNTRY     -  US
 KA0558  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0558
 KA0558                         *CURRENT SURVEY CONTROL
 KA0558  ______________________________________________________________________
 KA0558* NAD 83(1986) POSITION- 39 45 50.15   (N) 086 57 28.91   (W)   HD_HELD1
 KA0558* NAVD 88 ORTHO HEIGHT -   235.724 (meters)      773.37  (feet) ADJUSTED
 KA0558  ______________________________________________________________________
 KA0558  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 KA0558  DYNAMIC HEIGHT  -        235.590 (meters)      772.93  (feet) COMP
 KA0558  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 KA0558
 KA0558  VERT ORDER      -  SECOND    CLASS 0
 KA0558
 KA0558.The horizontal coordinates were determined by differentially corrected
 KA0558.hand held GPS observations or other comparable positioning techniques
 KA0558.and have an estimated accuracy of +/- 3 meters.
 KA0558
 KA0558.The orthometric height was determined by differential leveling and
 KA0558.adjusted by the NATIONAL GEODETIC SURVEY
 KA0558.in June 1991.
 KA0558
 KA0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0558.GEOID18 height accuracy estimate available here.
 KA0558
 KA0558.Click photographs - Photos may exist for this station.
 KA0558
 KA0558.The dynamic height is computed by dividing the NAVD 88
 KA0558.geopotential number by the normal gravity value computed on the
 KA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0558.degrees latitude (g = 980.6199 gals.).
 KA0558
 KA0558.The modeled gravity was interpolated from observed gravity values.
 KA0558
 KA0558;                    North         East    Units  Estimated Accuracy
 KA0558;SPC IN W     -   501,314.7     910,736.5     MT  (+/- 3 meters HH1 GPS) 
 KA0558
 KA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0359401557(NAD 83)
 KA0558
 KA0558                          SUPERSEDED SURVEY CONTROL
 KA0558
 KA0558  NGVD 29 (??/??/92)  235.825  (m)          773.70   (f) ADJ UNCH    2 0
 KA0558
 KA0558.Superseded values are not recommended for survey control.
 KA0558
 KA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0558.See file dsdata.pdf to determine how the superseded data were derived.
 KA0558
 KA0558_MARKER: DB = BENCH MARK DISK
 KA0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0558_SP_SET: BRIDGE
 KA0558_STAMPING: C 72 1946
 KA0558_MARK LOGO: CGS
 KA0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0558
 KA0558  HISTORY     - Date     Condition        Report By
 KA0558  HISTORY     - 1946     MONUMENTED       CGS
 KA0558
 KA0558                          STATION DESCRIPTION
 KA0558
 KA0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0558'1.2 MI W FROM MORTON.
 KA0558'ABOUT 1.15 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0558'AT MORTON, ABOUT 400 FEET WEST OF UNION CHAPLE M. E. CHURCH, IN
 KA0558'THE TOP OF THE SOUTHWEST WINGWALL AT THE WEST END OF CONCRETE
 KA0558'BRIDGE NUMBER 36-D-32.28, ABOUT 50 FEET NORTH OF AN OLD CONCRETE
 KA0558'BRIDGE OF SIMILAR DESIGN UNDER THE ABANDONED ROAD BED, 17.5 FEET
 KA0558'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 KA0558'THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED C 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0791 ***********************************************************************
 KA0791  DESIGNATION -  C 73
 KA0791  PID         -  KA0791
 KA0791  STATE/COUNTY-  IN/HENDRICKS
 KA0791  COUNTRY     -  US
 KA0791  USGS QUAD   -  NORTH SALEM (2019)
 KA0791
 KA0791                         *CURRENT SURVEY CONTROL
 KA0791  ______________________________________________________________________
 KA0791* NAD 83(1986) POSITION- 39 46 17.53   (N) 086 39 04.31   (W)   HD_HELD1
 KA0791* NAVD 88 ORTHO HEIGHT -   294.449 (meters)      966.04  (feet) ADJUSTED
 KA0791  ______________________________________________________________________
 KA0791  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 KA0791  DYNAMIC HEIGHT  -        294.287 (meters)      965.51  (feet) COMP
 KA0791  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 KA0791
 KA0791  VERT ORDER      -  SECOND    CLASS 0
 KA0791
 KA0791.The horizontal coordinates were determined by differentially corrected
 KA0791.hand held GPS observations or other comparable positioning techniques
 KA0791.and have an estimated accuracy of +/- 3 meters.
 KA0791
 KA0791.The orthometric height was determined by differential leveling and
 KA0791.adjusted by the NATIONAL GEODETIC SURVEY
 KA0791.in June 1991.
 KA0791
 KA0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0791.GEOID18 height accuracy estimate available here.
 KA0791
 KA0791.Click photographs - Photos may exist for this station.
 KA0791
 KA0791.The dynamic height is computed by dividing the NAVD 88
 KA0791.geopotential number by the normal gravity value computed on the
 KA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0791.degrees latitude (g = 980.6199 gals.).
 KA0791
 KA0791.The modeled gravity was interpolated from observed gravity values.
 KA0791
 KA0791;                    North         East    Units  Estimated Accuracy
 KA0791;SPC IN W     -   502,240.9     937,023.3     MT  (+/- 3 meters HH1 GPS) 
 KA0791
 KA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2987202458(NAD 83)
 KA0791
 KA0791                          SUPERSEDED SURVEY CONTROL
 KA0791
 KA0791  NGVD 29 (??/??/92)  294.562  (m)          966.41   (f) ADJ UNCH    2 0
 KA0791
 KA0791.Superseded values are not recommended for survey control.
 KA0791
 KA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0791.See file dsdata.pdf to determine how the superseded data were derived.
 KA0791
 KA0791_MARKER: DB = BENCH MARK DISK
 KA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0791_STAMPING: C 73 1946
 KA0791_MARK LOGO: CGS
 KA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0791+STABILITY: SURFACE MOTION
 KA0791
 KA0791  HISTORY     - Date     Condition        Report By
 KA0791  HISTORY     - 1946     MONUMENTED       CGS
 KA0791  HISTORY     - 20081118 GOOD             INDOT
 KA0791
 KA0791                          STATION DESCRIPTION
 KA0791
 KA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0791'0.8 MI N FROM NEW WINCHESTER.
 KA0791'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE HIGH SCHOOL
 KA0791'BUILDING AT NEW WINCHESTER, AT A T FENCE CORNER ON THE WEST SIDE
 KA0791'OF THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KA0791'28 FEET NORTHWEST OF POWER LINE POLE NUMBER S 37 7-30, 19 FEET WEST
 KA0791'OF THE END POST OF AN EAST-WEST FENCE LINE, 1.5 FEET NORTHEAST
 KA0791'OF THE T FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 KA0791'AND ABOUT 1 FOOT HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 KA0791'STAMPED C 73 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0791'4 INCHES ABOVE GROUND.
 KA0791
 KA0791                          STATION RECOVERY (2008)
 KA0791
 KA0791'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0791'RECOVERED AS DESCRIBED (GOOD CONDITION)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0775 ***********************************************************************
 KA0775  DESIGNATION -  C 74
 KA0775  PID         -  KA0775
 KA0775  STATE/COUNTY-  IN/PUTNAM
 KA0775  COUNTRY     -  US
 KA0775  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0775
 KA0775                         *CURRENT SURVEY CONTROL
 KA0775  ______________________________________________________________________
 KA0775* NAD 83(1986) POSITION- 39 48 19.     (N) 086 58 11.     (W)   SCALED
 KA0775* NAVD 88 ORTHO HEIGHT -   235.989 (meters)      774.24  (feet) ADJUSTED
 KA0775  ______________________________________________________________________
 KA0775  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 KA0775  DYNAMIC HEIGHT  -        235.855 (meters)      773.80  (feet) COMP
 KA0775  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 KA0775
 KA0775  VERT ORDER      -  SECOND    CLASS 0
 KA0775
 KA0775.The horizontal coordinates were scaled from a map and have
 KA0775.an estimated accuracy of +/- 6 seconds.
 KA0775
 KA0775.The orthometric height was determined by differential leveling and
 KA0775.adjusted by the NATIONAL GEODETIC SURVEY
 KA0775.in June 1991.
 KA0775
 KA0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0775.GEOID18 height accuracy estimate available here.
 KA0775
 KA0775.Click photographs - Photos may exist for this station.
 KA0775
 KA0775.The dynamic height is computed by dividing the NAVD 88
 KA0775.geopotential number by the normal gravity value computed on the
 KA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0775.degrees latitude (g = 980.6199 gals.).
 KA0775
 KA0775.The modeled gravity was interpolated from observed gravity values.
 KA0775
 KA0775;                    North         East    Units  Estimated Accuracy
 KA0775;SPC IN W     -   505,900.      909,730.      MT  (+/- 180 meters Scaled)
 KA0775
 KA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK025061(NAD 83)
 KA0775
 KA0775                          SUPERSEDED SURVEY CONTROL
 KA0775
 KA0775  NGVD 29 (??/??/92)  236.087  (m)          774.56   (f) ADJ UNCH    2 0
 KA0775
 KA0775.Superseded values are not recommended for survey control.
 KA0775
 KA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0775.See file dsdata.pdf to determine how the superseded data were derived.
 KA0775
 KA0775_MARKER: DB = BENCH MARK DISK
 KA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0775_STAMPING: C 74 1946
 KA0775_MARK LOGO: CGS
 KA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0775+STABILITY: SURFACE MOTION
 KA0775
 KA0775  HISTORY     - Date     Condition        Report By
 KA0775  HISTORY     - 1946     MONUMENTED       CGS
 KA0775
 KA0775                          STATION DESCRIPTION
 KA0775
 KA0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0775'4 MI S FROM RUSSELLVILLE.
 KA0775'ABOUT 4.0 MILES SOUTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM THE
 KA0775'BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE, AT THE JUNCTION
 KA0775'WITH A GRAVEL ROAD LEADING NORTHEAST, 56 FEET SOUTHEAST OF THE
 KA0775'CENTER LINE OF THE ROAD LEADING EAST, 44 FEET NORTHEAST OF AND
 KA0775'ABOUT 3 FEET LOWER THAN THE CENTER LINE OF THE MAIN ROAD, 33 FEET
 KA0775'SOUTH OF A TWIN-TRUNKED OAK TREE AT A FENCE CORNER, 5 FEET WEST OF
 KA0775'A WIRE FENCE LINE, 37 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST
 KA0775'CONCRETE HEADWALL OF A 12-INCH CORRUGATED STEEL PIPE CULVERT UNDER
 KA0775'THE MAIN ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KA0775'STANDARD DISK, STAMPED C 74 1946 AND SET IN THE TOP OF A CONCRETE
 KA0775'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0730 ***********************************************************************
 KA0730  DESIGNATION -  C 75
 KA0730  PID         -  KA0730
 KA0730  STATE/COUNTY-  IN/MONTGOMERY
 KA0730  COUNTRY     -  US
 KA0730  USGS QUAD   -  LADOGA (2019)
 KA0730
 KA0730                         *CURRENT SURVEY CONTROL
 KA0730  ______________________________________________________________________
 KA0730* NAD 83(1986) POSITION- 39 55 05.     (N) 086 48 03.     (W)   SCALED
 KA0730* NAVD 88 ORTHO HEIGHT -   251.725 (meters)      825.87  (feet) ADJUSTED
 KA0730  ______________________________________________________________________
 KA0730  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 KA0730  DYNAMIC HEIGHT  -        251.588 (meters)      825.42  (feet) COMP
 KA0730  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 KA0730
 KA0730  VERT ORDER      -  SECOND    CLASS 0
 KA0730
 KA0730.The horizontal coordinates were scaled from a map and have
 KA0730.an estimated accuracy of +/- 6 seconds.
 KA0730
 KA0730.The orthometric height was determined by differential leveling and
 KA0730.adjusted by the NATIONAL GEODETIC SURVEY
 KA0730.in June 1991.
 KA0730
 KA0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0730.GEOID18 height accuracy estimate available here.
 KA0730
 KA0730.Click photographs - Photos may exist for this station.
 KA0730
 KA0730.The dynamic height is computed by dividing the NAVD 88
 KA0730.geopotential number by the normal gravity value computed on the
 KA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0730.degrees latitude (g = 980.6199 gals.).
 KA0730
 KA0730.The modeled gravity was interpolated from observed gravity values.
 KA0730
 KA0730;                    North         East    Units  Estimated Accuracy
 KA0730;SPC IN W     -   518,460.      924,150.      MT  (+/- 180 meters Scaled)
 KA0730
 KA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK170186(NAD 83)
 KA0730
 KA0730                          SUPERSEDED SURVEY CONTROL
 KA0730
 KA0730  NGVD 29 (??/??/92)  251.827  (m)          826.20   (f) ADJ UNCH    2 0
 KA0730
 KA0730.Superseded values are not recommended for survey control.
 KA0730
 KA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0730.See file dsdata.pdf to determine how the superseded data were derived.
 KA0730
 KA0730_MARKER: DB = BENCH MARK DISK
 KA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0730_STAMPING: C 75 1946
 KA0730_MARK LOGO: CGS
 KA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0730+STABILITY: SURFACE MOTION
 KA0730
 KA0730  HISTORY     - Date     Condition        Report By
 KA0730  HISTORY     - 1946     MONUMENTED       CGS
 KA0730
 KA0730                          STATION DESCRIPTION
 KA0730
 KA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0730'AT LADOGA.
 KA0730'AT LADOGA, ABOUT 0.3 MILE NORTH ALONG MACE-LADOGA HIGHWAY FROM
 KA0730'THE POST OFFICE, AT THE EAST END OF A SHARP S TYPE CURVE IN THE
 KA0730'STREET, AT THE NORTHWEST CORNER OF A VACANT LOT, 110 FEET NORTH
 KA0730'OF THE NORTHWEST CORNER OF A HOUSE, 46 FEET EAST OF THE CENTER LINE
 KA0730'OF THE STREET, 16 FEET EAST OF A STREET LIGHT POLE, 7.5 FEET EAST
 KA0730'OF THE CENTER LINE OF A CONCRETE SIDEWALK, 3 FEET SOUTHEAST OF THE
 KA0730'WEST END OF AN EAST-WEST FENCE LINE, 1 1/2 FEET SOUTH OF THE
 KA0730'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 KA0730'THE STREET.  A STANDARD DISK, STAMPED C 75 1946 AND SET IN THE
 KA0730'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0099 ***********************************************************************
 KA0099  DESIGNATION -  C 77
 KA0099  PID         -  KA0099
 KA0099  STATE/COUNTY-  IN/MARION
 KA0099  COUNTRY     -  US
 KA0099  USGS QUAD   -  CLERMONT (2019)
 KA0099
 KA0099                         *CURRENT SURVEY CONTROL
 KA0099  ______________________________________________________________________
 KA0099* NAD 83(1986) POSITION- 39 45 38.     (N) 086 17 45.     (W)   SCALED
 KA0099* NAVD 88 ORTHO HEIGHT -   237.405 (meters)      778.89  (feet) POSTED
 KA0099  ______________________________________________________________________
 KA0099  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 KA0099  DYNAMIC HEIGHT  -        237.28  (meters)      778.5   (feet) COMP
 KA0099  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 KA0099
 KA0099  VERT ORDER      -  * POSTED, SEE BELOW
 KA0099
 KA0099.The horizontal coordinates were scaled from a map and have
 KA0099.an estimated accuracy of +/- 6 seconds.
 KA0099
 KA0099.The orthometric height was determined by differential leveling
 KA0099.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0099
 KA0099.* This is a POSTED BENCH MARK height.
 KA0099
 KA0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0099.GEOID18 height accuracy estimate available here.
 KA0099
 KA0099.Click photographs - Photos may exist for this station.
 KA0099
 KA0099.The dynamic height is computed by dividing the NAVD 88
 KA0099.geopotential number by the normal gravity value computed on the
 KA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0099.degrees latitude (g = 980.6199 gals.).
 KA0099
 KA0099.The modeled gravity was interpolated from observed gravity values.
 KA0099
 KA0099;                    North         East    Units  Estimated Accuracy
 KA0099;SPC IN E     -   501,120.       46,090.      MT  (+/- 180 meters Scaled)
 KA0099
 KA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK603014(NAD 83)
 KA0099
 KA0099                          SUPERSEDED SURVEY CONTROL
 KA0099
 KA0099  NGVD 29 (??/??/92)  237.520  (m)          779.26   (f) ADJ UNCH    1 2
 KA0099
 KA0099.Superseded values are not recommended for survey control.
 KA0099
 KA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0099.See file dsdata.pdf to determine how the superseded data were derived.
 KA0099
 KA0099_MARKER: DB = BENCH MARK DISK
 KA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0099_STAMPING: C 77 1946
 KA0099_MARK LOGO: CGS
 KA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0099+STABILITY: SURFACE MOTION
 KA0099
 KA0099  HISTORY     - Date     Condition        Report By
 KA0099  HISTORY     - 1946     MONUMENTED       CGS
 KA0099  HISTORY     - 1965     GOOD             CGS
 KA0099  HISTORY     - 1976     GOOD             LOCSUR
 KA0099  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0099
 KA0099                          STATION DESCRIPTION
 KA0099
 KA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0099'5.3 MI E FROM AVON.
 KA0099'ABOUT 5.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0099'THE CROSSING OF THE AVON-PLAINFIELD ROAD AT AVON, AT A FARM
 KA0099'LANE CROSSING, 0.4 MILE EAST OF THE OVERHEAD CROSSING OF THE
 KA0099'PENNSYLVANIA RAILROAD, 51 FEET NORTH OF THE NORTH RAIL OF THE
 KA0099'WEST BOUND TRACK, 12 FEET EAST OF THE CENTER LINE OF THE FARM
 KA0099'LANE, 5 FEET EAST OF THE EAST GATE POST IN THE NORTH RIGHT-OF-WAY
 KA0099'FENCE LINE, 30 FEET NORTH OF POLE 7/15, 1.5 FEET WEST OF A WHITE
 KA0099'WOODEN WITNESS POST AND ABOUT 3 FEET LOWER THAN TRACK LEVEL.
 KA0099'A STANDARD DISK, STAMPED C 77 1946 AND SET IN THE TOP OF A
 KA0099'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0099
 KA0099                          STATION RECOVERY (1965)
 KA0099
 KA0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KA0099'RECOVERED IN GOOD CONDITION.
 KA0099
 KA0099                          STATION RECOVERY (1976)
 KA0099
 KA0099'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0099'RECOVERED IN GOOD CONDITION.
 KA0099
 KA0099                          STATION RECOVERY (1985)
 KA0099
 KA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0595 ***********************************************************************
 LB0595  DESIGNATION -  C 78
 LB0595  PID         -  LB0595
 LB0595  STATE/COUNTY-  IN/BOONE
 LB0595  COUNTRY     -  US
 LB0595  USGS QUAD   -  KIRKLIN (2019)
 LB0595
 LB0595                         *CURRENT SURVEY CONTROL
 LB0595  ______________________________________________________________________
 LB0595* NAD 83(2011) POSITION- 40 08 39.57276(N) 086 20 10.46431(W)   ADJUSTED
 LB0595* NAD 83(2011) ELLIP HT-   251.250 (meters)        (06/14/23)   ADJUSTED
 LB0595* NAD 83(2011) EPOCH   -  2010.00
 LB0595* NAVD 88 ORTHO HEIGHT -   285.279 (meters)      935.95  (feet) ADJUSTED
 LB0595  ______________________________________________________________________
 LB0595  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 LB0595  NAD 83(2011) X  -    312,002.468 (meters)                     COMP
 LB0595  NAD 83(2011) Y  - -4,872,604.460 (meters)                     COMP
 LB0595  NAD 83(2011) Z  -  4,090,410.707 (meters)                     COMP
 LB0595  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LB0595  DYNAMIC HEIGHT  -        285.122 (meters)      935.44  (feet) COMP
 LB0595  MODELED GRAVITY -    980,066.8   (mgal)                       NAVD 88
 LB0595
 LB0595  VERT ORDER      -  SECOND    CLASS 0
 LB0595
 LB0595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0595  Standards:
 LB0595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0595  -------------------------------------------------------------------
 LB0595  NETWORK    0.96   1.53           0.39   0.39   0.78      0.01535629
 LB0595  -------------------------------------------------------------------
 LB0595  Click here for local accuracies and other accuracy information.
 LB0595
 LB0595.The horizontal coordinates were established by GPS observations
 LB0595.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0595
 LB0595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0595.been affixed to the stable North American tectonic plate. See 
 LB0595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0595
 LB0595.The horizontal coordinates are valid at the epoch date displayed above
 LB0595.which is a decimal equivalence of Year/Month/Day.
 LB0595
 LB0595.The orthometric height was determined by differential leveling and
 LB0595.adjusted by the NATIONAL GEODETIC SURVEY
 LB0595.in June 1991.
 LB0595
 LB0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0595.GEOID18 height accuracy estimate available here.
 LB0595
 LB0595.Click photographs - Photos may exist for this station.
 LB0595
 LB0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0595
 LB0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0595
 LB0595.The ellipsoidal height was determined by GPS observations
 LB0595.and is referenced to NAD 83.
 LB0595
 LB0595.The dynamic height is computed by dividing the NAVD 88
 LB0595.geopotential number by the normal gravity value computed on the
 LB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0595.degrees latitude (g = 980.6199 gals.).
 LB0595
 LB0595.The modeled gravity was interpolated from observed gravity values.
 LB0595
 LB0595. The following values were computed from the NAD 83(2011) position.
 LB0595
 LB0595;                    North         East     Units Scale Factor Converg.
 LB0595;SPC IN W     -   543,810.055   963,660.843   MT  1.00001654   +0 28 54.0
 LB0595;SPC IN W     - 1,784,150.16  3,161,610.62   sFT  1.00001654   +0 28 54.0
 LB0595;UTM  16      - 4,443,987.315   556,539.098   MT  0.99963935   +0 25 40.6
 LB0595
 LB0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0595!SPC IN W     -   0.99996059  x   1.00001654  =   0.99997713
 LB0595!UTM  16      -   0.99996059  x   0.99963935  =   0.99959995
 LB0595
 LB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5653943987(NAD 83)
 LB0595
 LB0595                          SUPERSEDED SURVEY CONTROL
 LB0595
 LB0595  NGVD 29 (??/??/92)  285.381  (m)          936.29   (f) ADJ UNCH    2 0
 LB0595
 LB0595.Superseded values are not recommended for survey control.
 LB0595
 LB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0595.See file dsdata.pdf to determine how the superseded data were derived.
 LB0595
 LB0595_MARKER: DB = BENCH MARK DISK
 LB0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0595_SP_SET: BRIDGE WINGWALL
 LB0595_STAMPING: C 78 1946
 LB0595_MARK LOGO: CGS
 LB0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0595+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2023
 LB0595
 LB0595  HISTORY     - Date     Condition        Report By
 LB0595  HISTORY     - 1946     MONUMENTED       CGS
 LB0595  HISTORY     - 1981     GOOD             LOCSUR
 LB0595  HISTORY     - 20230427 GOOD             INDOT
 LB0595
 LB0595                          STATION DESCRIPTION
 LB0595
 LB0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0595'3.6 MI SE FROM KIRKLIN.
 LB0595'ABOUT 3.55 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0595'LIBRARY AT KIRKLIN, 0.2 MILE SOUTH OF A LARGE 2-STORY WHITE
 LB0595'HOUSE ON THE EAST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE
 LB0595'SOUTHEAST WINGWALL OF A 12-FOOT CONCRETE BRIDGE, 17 FEET
 LB0595'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE
 LB0595'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 78 1946.
 LB0595
 LB0595                          STATION RECOVERY (1981)
 LB0595
 LB0595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LB0595'RECOVERED IN GOOD CONDITION.
 LB0595
 LB0595                          STATION RECOVERY (2023)
 LB0595
 LB0595'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0595'MARK WAS RECOVERED IN GOOD CONDITION.  MARK IS STABLE, HOWEVER,
 LB0595'CONCRETE ON STRUCTURE IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0070 ***********************************************************************
 KA0070  DESIGNATION -  C 79
 KA0070  PID         -  KA0070
 KA0070  STATE/COUNTY-  IN/MARION
 KA0070  COUNTRY     -  US
 KA0070  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0070
 KA0070                         *CURRENT SURVEY CONTROL
 KA0070  ______________________________________________________________________
 KA0070* NAD 83(1986) POSITION- 39 48 25.     (N) 086 10 21.     (W)   SCALED
 KA0070* NAVD 88 ORTHO HEIGHT -   221.270 (meters)      725.95  (feet) ADJUSTED
 KA0070  ______________________________________________________________________
 KA0070  GEOID HEIGHT    -        -33.562 (meters)                     GEOID18
 KA0070  DYNAMIC HEIGHT  -        221.148 (meters)      725.55  (feet) COMP
 KA0070  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 KA0070
 KA0070  VERT ORDER      -  SECOND    CLASS 0
 KA0070
 KA0070.The horizontal coordinates were scaled from a map and have
 KA0070.an estimated accuracy of +/- 6 seconds.
 KA0070
 KA0070.The orthometric height was determined by differential leveling and
 KA0070.adjusted by the NATIONAL GEODETIC SURVEY
 KA0070.in June 1991.
 KA0070
 KA0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0070.GEOID18 height accuracy estimate available here.
 KA0070
 KA0070.Click photographs - Photos may exist for this station.
 KA0070
 KA0070.The dynamic height is computed by dividing the NAVD 88
 KA0070.geopotential number by the normal gravity value computed on the
 KA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0070.degrees latitude (g = 980.6199 gals.).
 KA0070
 KA0070.The modeled gravity was interpolated from observed gravity values.
 KA0070
 KA0070;                    North         East    Units  Estimated Accuracy
 KA0070;SPC IN E     -   506,210.       56,690.      MT  (+/- 180 meters Scaled)
 KA0070
 KA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK708066(NAD 83)
 KA0070
 KA0070                          SUPERSEDED SURVEY CONTROL
 KA0070
 KA0070  NGVD 29 (??/??/92)  221.402  (m)          726.38   (f) ADJ UNCH    2 0
 KA0070
 KA0070.Superseded values are not recommended for survey control.
 KA0070
 KA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0070.See file dsdata.pdf to determine how the superseded data were derived.
 KA0070
 KA0070_MARKER: DB = BENCH MARK DISK
 KA0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0070_SP_SET: BUILDING
 KA0070_STAMPING: C 79 1946
 KA0070_MARK LOGO: CGS
 KA0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0070
 KA0070  HISTORY     - Date     Condition        Report By
 KA0070  HISTORY     - 1946     MONUMENTED       CGS
 KA0070  HISTORY     - 1976     GOOD             LOCSUR
 KA0070  HISTORY     - 19961029 GOOD             USPSQD
 KA0070
 KA0070                          STATION DESCRIPTION
 KA0070
 KA0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0070'AT INDIANAPOLIS.
 KA0070'AT INDIANAPOLIS, ALONG STATE HIGHWAY 29, ON NORTHWESTERN AVENUE,
 KA0070'BETWEEN UDELL STREET AND 28TH STREET, SET VERTICALLY IN THE EAST
 KA0070'FACE OF THE NORTHEAST CORNER OF THE HOLY ANGELS CATHOLIC SCHOOL
 KA0070'BUILDING, 1.8 FEET SOUTH OF THE NORTHEAST CORNER, 4.0 FEET ABOVE
 KA0070'THE GROUND.  A STANDARD DISK, STAMPED C 79 1946.
 KA0070
 KA0070                          STATION RECOVERY (1976)
 KA0070
 KA0070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0070'RECOVERED IN GOOD CONDITION.
 KA0070
 KA0070                          STATION RECOVERY (1996)
 KA0070
 KA0070'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1258 ***********************************************************************
 MD1258  DESIGNATION -  C 8
 MD1258  PID         -  MD1258
 MD1258  STATE/COUNTY-  IN/KOSCIUSKO
 MD1258  COUNTRY     -  US
 MD1258  USGS QUAD   -  BURKET (2019)
 MD1258
 MD1258                         *CURRENT SURVEY CONTROL
 MD1258  ______________________________________________________________________
 MD1258* NAD 83(1986) POSITION- 41 14 49.     (N) 085 55 27.     (W)   SCALED
 MD1258* NAVD 88 ORTHO HEIGHT -   247.206 (meters)      811.04  (feet) ADJUSTED
 MD1258  ______________________________________________________________________
 MD1258  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 MD1258  DYNAMIC HEIGHT  -        247.102 (meters)      810.70  (feet) COMP
 MD1258  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 MD1258
 MD1258  VERT ORDER      -  FIRST     CLASS II
 MD1258
 MD1258.The horizontal coordinates were scaled from a map and have
 MD1258.an estimated accuracy of +/- 6 seconds.
 MD1258
 MD1258.The orthometric height was determined by differential leveling and
 MD1258.adjusted by the NATIONAL GEODETIC SURVEY
 MD1258.in June 1991.
 MD1258
 MD1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1258.GEOID18 height accuracy estimate available here.
 MD1258
 MD1258.Click photographs - Photos may exist for this station.
 MD1258
 MD1258.The dynamic height is computed by dividing the NAVD 88
 MD1258.geopotential number by the normal gravity value computed on the
 MD1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1258.degrees latitude (g = 980.6199 gals.).
 MD1258
 MD1258.The modeled gravity was interpolated from observed gravity values.
 MD1258
 MD1258;                    North         East    Units  Estimated Accuracy
 MD1258;SPC IN E     -   666,010.       78,420.      MT  (+/- 180 meters Scaled)
 MD1258
 MD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL901667(NAD 83)
 MD1258
 MD1258                          SUPERSEDED SURVEY CONTROL
 MD1258
 MD1258  NGVD 29 (??/??/92)  247.340  (m)          811.48   (f) ADJ UNCH    1 2
 MD1258
 MD1258.Superseded values are not recommended for survey control.
 MD1258
 MD1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1258.See file dsdata.pdf to determine how the superseded data were derived.
 MD1258
 MD1258_MARKER: X = CHISELED CROSS
 MD1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1258_SP_SET: BRIDGE
 MD1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1258
 MD1258  HISTORY     - Date     Condition        Report By
 MD1258  HISTORY     - 1916     MONUMENTED       CGS
 MD1258  HISTORY     - 1946     GOOD             CGS
 MD1258  HISTORY     - 1968     MARK NOT FOUND   CGS
 MD1258  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD1258
 MD1258                          STATION DESCRIPTION
 MD1258
 MD1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1258'3.5 MI W FROM WARSAW.
 MD1258'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MD1258'AT WARSAW, AT BRIDGE 362.57 OVER TIPPECANOE RIVER, ON THE
 MD1258'NORTH END OF THE EAST BACK WALL, ON THE TOP OF THE NORTHWEST
 MD1258'CORNER OF THE TOP COURSE OF STONE, 9 FEET NORTH OF THE NORTH
 MD1258'RAIL OF THE WEST-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 MD1258'RAIL.
 MD1258
 MD1258                          STATION RECOVERY (1968)
 MD1258
 MD1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1258'MARK NOT FOUND.
 MD1258
 MD1258                          STATION RECOVERY (1984)
 MD1258
 MD1258'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0214 ***********************************************************************
 KA0214  DESIGNATION -  C 80
 KA0214  PID         -  KA0214
 KA0214  STATE/COUNTY-  IN/BOONE
 KA0214  COUNTRY     -  US
 KA0214  USGS QUAD   -  ZIONSVILLE (2019)
 KA0214
 KA0214                         *CURRENT SURVEY CONTROL
 KA0214  ______________________________________________________________________
 KA0214* NAD 83(1986) POSITION- 39 57 15.54   (N) 086 22 04.46   (W)   HD_HELD1
 KA0214* NAVD 88 ORTHO HEIGHT -   282.648 (meters)      927.32  (feet) ADJUSTED
 KA0214  ______________________________________________________________________
 KA0214  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 KA0214  DYNAMIC HEIGHT  -        282.492 (meters)      926.81  (feet) COMP
 KA0214  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 KA0214
 KA0214  VERT ORDER      -  SECOND    CLASS 0
 KA0214
 KA0214.The horizontal coordinates were determined by differentially corrected
 KA0214.hand held GPS observations or other comparable positioning techniques
 KA0214.and have an estimated accuracy of +/- 3 meters.
 KA0214
 KA0214.The orthometric height was determined by differential leveling and
 KA0214.adjusted by the NATIONAL GEODETIC SURVEY
 KA0214.in June 1991.
 KA0214
 KA0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0214.GEOID18 height accuracy estimate available here.
 KA0214
 KA0214.Click photographs - Photos may exist for this station.
 KA0214
 KA0214.The dynamic height is computed by dividing the NAVD 88
 KA0214.geopotential number by the normal gravity value computed on the
 KA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0214.degrees latitude (g = 980.6199 gals.).
 KA0214
 KA0214.The modeled gravity was interpolated from observed gravity values.
 KA0214
 KA0214;                    North         East    Units  Estimated Accuracy
 KA0214;SPC IN W     -   522,690.5     961,132.1     MT  (+/- 3 meters HH1 GPS) 
 KA0214
 KA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5399122878(NAD 83)
 KA0214
 KA0214                          SUPERSEDED SURVEY CONTROL
 KA0214
 KA0214  NGVD 29 (??/??/92)  282.756  (m)          927.68   (f) ADJ UNCH    2 0
 KA0214
 KA0214.Superseded values are not recommended for survey control.
 KA0214
 KA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0214.See file dsdata.pdf to determine how the superseded data were derived.
 KA0214
 KA0214_MARKER: DB = BENCH MARK DISK
 KA0214_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0214_SP_SET: BOX CULVERT HEADWALL
 KA0214_STAMPING: C 80 1946
 KA0214_MARK LOGO: CGS
 KA0214_PROJECTION: FLUSH
 KA0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0214+STABILITY: SURFACE MOTION
 KA0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0214+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2024
 KA0214
 KA0214  HISTORY     - Date     Condition        Report By
 KA0214  HISTORY     - 1946     MONUMENTED       CGS
 KA0214  HISTORY     - 20140818 GOOD             GRWAS
 KA0214  HISTORY     - 20240116 GOOD             SCHC
 KA0214
 KA0214                          STATION DESCRIPTION
 KA0214
 KA0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0214'8.4 MI SE FROM LEBANON.
 KA0214'ALONG U.S. HIGHWAY 52 ABOUT 8.4 MILES SOUTHEAST OF THE COUNTY
 KA0214'COURT HOUSE AT LEBANON, SET IN THE TOP OF THE CENTER OF THE
 KA0214'NORTHEAST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 14.5 FEET
 KA0214'NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT AND ABOUT
 KA0214'1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED C
 KA0214'80 1946.
 KA0214
 KA0214                          STATION RECOVERY (2014)
 KA0214
 KA0214'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (TAT)
 KA0214'RECOVERED IN GOOD CONDITION.
 KA0214
 KA0214                          STATION RECOVERY (2024)
 KA0214
 KA0214'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2024 (EA)
 KA0214'MARK RECOVERED IN GOOD CONDITION, SETTING NOT DISTURBED.  VERTICAL
 KA0214'ELEVATION HELD AND CHECKS WITH NEARBY SITE BENCHMARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0535 ***********************************************************************
 KA0535  DESIGNATION -  C 81
 KA0535  PID         -  KA0535
 KA0535  STATE/COUNTY-  IN/OWEN
 KA0535  COUNTRY     -  US
 KA0535  USGS QUAD   -  CATARACT (2019)
 KA0535
 KA0535                         *CURRENT SURVEY CONTROL
 KA0535  ______________________________________________________________________
 KA0535* NAD 83(1986) POSITION- 39 26 28.     (N) 086 45 20.     (W)   SCALED
 KA0535* NAVD 88 ORTHO HEIGHT -   223.031 (meters)      731.73  (feet) ADJUSTED
 KA0535  ______________________________________________________________________
 KA0535  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KA0535  DYNAMIC HEIGHT  -        222.902 (meters)      731.30  (feet) COMP
 KA0535  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 KA0535
 KA0535  VERT ORDER      -  SECOND    CLASS 0
 KA0535
 KA0535.The horizontal coordinates were scaled from a map and have
 KA0535.an estimated accuracy of +/- 6 seconds.
 KA0535
 KA0535.The orthometric height was determined by differential leveling and
 KA0535.adjusted by the NATIONAL GEODETIC SURVEY
 KA0535.in June 1991.
 KA0535
 KA0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0535.GEOID18 height accuracy estimate available here.
 KA0535
 KA0535.Click photographs - Photos may exist for this station.
 KA0535
 KA0535.The dynamic height is computed by dividing the NAVD 88
 KA0535.geopotential number by the normal gravity value computed on the
 KA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0535.degrees latitude (g = 980.6199 gals.).
 KA0535
 KA0535.The modeled gravity was interpolated from observed gravity values.
 KA0535
 KA0535;                    North         East    Units  Estimated Accuracy
 KA0535;SPC IN W     -   465,520.      928,220.      MT  (+/- 180 meters Scaled)
 KA0535
 KA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ210657(NAD 83)
 KA0535
 KA0535                          SUPERSEDED SURVEY CONTROL
 KA0535
 KA0535  NGVD 29 (??/??/92)  223.150  (m)          732.12   (f) ADJ UNCH    2 0
 KA0535
 KA0535.Superseded values are not recommended for survey control.
 KA0535
 KA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0535.See file dsdata.pdf to determine how the superseded data were derived.
 KA0535
 KA0535_MARKER: DB = BENCH MARK DISK
 KA0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0535_SP_SET: BRIDGE
 KA0535_STAMPING: C 81 1946
 KA0535_MARK LOGO: CGS
 KA0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0535
 KA0535  HISTORY     - Date     Condition        Report By
 KA0535  HISTORY     - 1946     MONUMENTED       CGS
 KA0535
 KA0535                          STATION DESCRIPTION
 KA0535
 KA0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0535'4 MI SW FROM QUINCY.
 KA0535'4.05 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DEVORE, AND
 KA0535'CATARACT FROM THE HIGH SCHOOL AT QUINCY, ABOUT 4.3 MILES NORTHEAST
 KA0535'ALONG A GRAVEL ROAD LEADING TO DEVORE FROM THE E. B. SHORTRIDGE
 KA0535'STORE AT CATARACT, 0.6 MILE NORTHWEST OF THE ROAD INTERSECTION AT
 KA0535'DEVORE, SET IN THE TOP OF THE NORTHEAST END OF THE CENTER CONCRETE
 KA0535'PIER OF THE STEEL BRIDGE OVER MILL CREEK, 12 FEET NORTHEAST OF AND
 KA0535'ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE BRIDGE FLOOR.  A
 KA0535'STANDARD DISK, STAMPED C 81 1946.  NOTE-- THIS MARK MAY BE REACHED
 KA0535'FROM THE POST OFFICE AT RIVERDALE BY GOING ABOUT 5.1 MILES SOUTH
 KA0535'ALONG STATE HIGHWAY 43, THENCE ABOUT 0.65 MILE EAST ALONG A
 KA0535'GRAVEL ROAD LEADING TO DEVORE AND QUINCY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1218 ***********************************************************************
 KA1218  DESIGNATION -  C 82
 KA1218  PID         -  KA1218
 KA1218  STATE/COUNTY-  IN/CLAY
 KA1218  COUNTRY     -  US
 KA1218  USGS QUAD   -  STAUNTON (2019)
 KA1218
 KA1218                         *CURRENT SURVEY CONTROL
 KA1218  ______________________________________________________________________
 KA1218* NAD 83(1986) POSITION- 39 22 57.     (N) 087 10 09.     (W)   SCALED
 KA1218* NAVD 88 ORTHO HEIGHT -   175.900 (meters)      577.10  (feet) ADJUSTED
 KA1218  ______________________________________________________________________
 KA1218  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KA1218  DYNAMIC HEIGHT  -        175.799 (meters)      576.77  (feet) COMP
 KA1218  MODELED GRAVITY -    980,048.4   (mgal)                       NAVD 88
 KA1218
 KA1218  VERT ORDER      -  FIRST     CLASS II
 KA1218
 KA1218.The horizontal coordinates were scaled from a map and have
 KA1218.an estimated accuracy of +/- 6 seconds.
 KA1218
 KA1218.The orthometric height was determined by differential leveling and
 KA1218.adjusted by the NATIONAL GEODETIC SURVEY
 KA1218.in June 1991.
 KA1218
 KA1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1218.GEOID18 height accuracy estimate available here.
 KA1218
 KA1218.Click photographs - Photos may exist for this station.
 KA1218
 KA1218.The dynamic height is computed by dividing the NAVD 88
 KA1218.geopotential number by the normal gravity value computed on the
 KA1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1218.degrees latitude (g = 980.6199 gals.).
 KA1218
 KA1218.The modeled gravity was interpolated from observed gravity values.
 KA1218
 KA1218;                    North         East    Units  Estimated Accuracy
 KA1218;SPC IN W     -   458,960.      892,610.      MT  (+/- 180 meters Scaled)
 KA1218
 KA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ854592(NAD 83)
 KA1218
 KA1218                          SUPERSEDED SURVEY CONTROL
 KA1218
 KA1218  NGVD 29 (??/??/92)  176.008  (m)          577.45   (f) ADJ UNCH    1 2
 KA1218
 KA1218.Superseded values are not recommended for survey control.
 KA1218
 KA1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1218.See file dsdata.pdf to determine how the superseded data were derived.
 KA1218
 KA1218_MARKER: DB = BENCH MARK DISK
 KA1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1218_STAMPING: C 82 1946
 KA1218_MARK LOGO: CGS
 KA1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1218+STABILITY: SURFACE MOTION
 KA1218
 KA1218  HISTORY     - Date     Condition        Report By
 KA1218  HISTORY     - 1946     MONUMENTED       CGS
 KA1218  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1218
 KA1218                          STATION DESCRIPTION
 KA1218
 KA1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1218'2 MI E FROM CORY.
 KA1218'ABOUT 2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1218'THE STATION AT CORY, 70 FEET WEST OF A T FENCE JUNCTION, 15 FEET
 KA1218'SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 KA1218'3.5 FEET NORTH OF THE RIGHT OF WAY FENCE, AND 3 FEET WEST OF
 KA1218'A WHITE WOODEN WITNESS POST.  NOTE-- MARK IS SET BETWEEN THE
 KA1218'TRACK AND A CREEK AT A POINT WHERE A STREAM COMES INTO THE CREEK
 KA1218'FROM THE SOUTHWEST.  A STANDARD DISK, STAMPED C 82 1946 AND
 KA1218'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 KA1218'GROUND.
 KA1218
 KA1218                          STATION RECOVERY (1985)
 KA1218
 KA1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0353 ***********************************************************************
 KA0353  DESIGNATION -  C 83
 KA0353  PID         -  KA0353
 KA0353  STATE/COUNTY-  IN/GREENE
 KA0353  COUNTRY     -  US
 KA0353  USGS QUAD   -  BLOOMFIELD (2019)
 KA0353
 KA0353                         *CURRENT SURVEY CONTROL
 KA0353  ______________________________________________________________________
 KA0353* NAD 83(1986) POSITION- 39 05 00.     (N) 086 59 53.     (W)   SCALED
 KA0353* NAVD 88 ORTHO HEIGHT -   154.821 (meters)      507.94  (feet) ADJUSTED
 KA0353  ______________________________________________________________________
 KA0353  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KA0353  DYNAMIC HEIGHT  -        154.728 (meters)      507.64  (feet) COMP
 KA0353  MODELED GRAVITY -    980,023.7   (mgal)                       NAVD 88
 KA0353
 KA0353  VERT ORDER      -  FIRST     CLASS II
 KA0353
 KA0353.The horizontal coordinates were scaled from a map and have
 KA0353.an estimated accuracy of +/- 6 seconds.
 KA0353
 KA0353.The orthometric height was determined by differential leveling and
 KA0353.adjusted by the NATIONAL GEODETIC SURVEY
 KA0353.in June 1991.
 KA0353
 KA0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0353.GEOID18 height accuracy estimate available here.
 KA0353
 KA0353.Click photographs - Photos may exist for this station.
 KA0353
 KA0353.The dynamic height is computed by dividing the NAVD 88
 KA0353.geopotential number by the normal gravity value computed on the
 KA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0353.degrees latitude (g = 980.6199 gals.).
 KA0353
 KA0353.The modeled gravity was interpolated from observed gravity values.
 KA0353
 KA0353;                    North         East    Units  Estimated Accuracy
 KA0353;SPC IN W     -   425,750.      907,380.      MT  (+/- 180 meters Scaled)
 KA0353
 KA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ001260(NAD 83)
 KA0353
 KA0353                          SUPERSEDED SURVEY CONTROL
 KA0353
 KA0353  NGVD 29 (??/??/92)  154.958  (m)          508.39   (f) ADJ UNCH    1 2
 KA0353
 KA0353.Superseded values are not recommended for survey control.
 KA0353
 KA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0353.See file dsdata.pdf to determine how the superseded data were derived.
 KA0353
 KA0353_MARKER: DB = BENCH MARK DISK
 KA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0353_STAMPING: C 83 1946
 KA0353_MARK LOGO: CGS
 KA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0353+STABILITY: SURFACE MOTION
 KA0353
 KA0353  HISTORY     - Date     Condition        Report By
 KA0353  HISTORY     - 1946     MONUMENTED       CGS
 KA0353  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0353
 KA0353                          STATION DESCRIPTION
 KA0353
 KA0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0353'2.8 MI S FROM WORTHINGTON.
 KA0353'2.85 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0353'STATION AT WORTHINGTON, AT A PRIVATE-ROAD CROSSING, 36.4 FEET
 KA0353'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERN MOST OF TWO
 KA0353'24-BY-24-INCH CONCRETE GATE POSTS AT A DRIVE WAY TO A FARM, 78 FEET
 KA0353'EAST OF THE CENTER LINE OF THE TRACK, 17 FEET EAST OF AND ABOUT
 KA0353'LEVEL WITH THE CENTER LINE OF THE GRAVEL ROAD RUNNING PARALLEL TO
 KA0353'THE TRACK, 16 FEET NORTH OF A 12-BY-12-INCH CONCRETE CORNER POST,
 KA0353'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0353'STAMPED C 83 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0353'4 INCHES ABOVE GROUND.
 KA0353
 KA0353                          STATION RECOVERY (1985)
 KA0353
 KA0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0483 ***********************************************************************
 KA0483  DESIGNATION -  C 84
 KA0483  PID         -  KA0483
 KA0483  STATE/COUNTY-  IN/OWEN
 KA0483  COUNTRY     -  US
 KA0483  USGS QUAD   -  CATARACT (2019)
 KA0483
 KA0483                         *CURRENT SURVEY CONTROL
 KA0483  ______________________________________________________________________
 KA0483* NAD 83(1986) POSITION- 39 23 55.     (N) 086 48 14.     (W)   SCALED
 KA0483* NAVD 88 ORTHO HEIGHT -   213.293 (meters)      699.78  (feet) ADJUSTED
 KA0483  ______________________________________________________________________
 KA0483  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA0483  DYNAMIC HEIGHT  -        213.168 (meters)      699.37  (feet) COMP
 KA0483  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 KA0483
 KA0483  VERT ORDER      -  SECOND    CLASS 0
 KA0483
 KA0483.The horizontal coordinates were scaled from a map and have
 KA0483.an estimated accuracy of +/- 6 seconds.
 KA0483
 KA0483.The orthometric height was determined by differential leveling and
 KA0483.adjusted by the NATIONAL GEODETIC SURVEY
 KA0483.in June 1991.
 KA0483
 KA0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0483.GEOID18 height accuracy estimate available here.
 KA0483
 KA0483.Click photographs - Photos may exist for this station.
 KA0483
 KA0483.The dynamic height is computed by dividing the NAVD 88
 KA0483.geopotential number by the normal gravity value computed on the
 KA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0483.degrees latitude (g = 980.6199 gals.).
 KA0483
 KA0483.The modeled gravity was interpolated from observed gravity values.
 KA0483
 KA0483;                    North         East    Units  Estimated Accuracy
 KA0483;SPC IN W     -   460,790.      924,070.      MT  (+/- 180 meters Scaled)
 KA0483
 KA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ168610(NAD 83)
 KA0483
 KA0483                          SUPERSEDED SURVEY CONTROL
 KA0483
 KA0483  NGVD 29 (??/??/92)  213.415  (m)          700.18   (f) ADJ UNCH    2 0
 KA0483
 KA0483.Superseded values are not recommended for survey control.
 KA0483
 KA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0483.See file dsdata.pdf to determine how the superseded data were derived.
 KA0483
 KA0483_MARKER: DB = BENCH MARK DISK
 KA0483_SETTING: 66 = SET IN ROCK OUTCROP
 KA0483_STAMPING: C 84 1946
 KA0483_MARK LOGO: CGS
 KA0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0483+STABILITY: POSITION/ELEVATION WELL
 KA0483
 KA0483  HISTORY     - Date     Condition        Report By
 KA0483  HISTORY     - 1946     MONUMENTED       CGS
 KA0483
 KA0483                          STATION DESCRIPTION
 KA0483
 KA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0483'1.7 MI N FROM CUBA.
 KA0483'1.7 MILE NORTH ALONG A GRAVEL ROAD LEADING TO THE COVERED BRIDGE
 KA0483'OVER MILL CREEK AT THE ENTRANCE TO THE CATARACT FALLS AT CATARACT,
 KA0483'FROM THE CUBA BAPTIST CHURCH AT CUBA, 0.2 MILE SOUTH OF A
 KA0483'FARM HOUSE WHICH IS ON THE WEST SIDE OF THE ROAD, SET IN THE
 KA0483'TOP OF A FLAT SMOOTH LIMESTONE OUT CROP, 84.5 FEET SOUTHEAST
 KA0483'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE WITH STEEL SILLS
 KA0483'AND RAILS OVER THE EAST FORK OF THE RATTLESNAKE CREEK, 41
 KA0483'FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE
 KA0483'ROAD, 24 FEET EAST OF A 24 INCH ELM TREE SERVING AS A GATE POST,
 KA0483'12.5 FEET SOUTHEAST OF A ROAD LEADING NORTHEAST, AND ABOUT LEVEL
 KA0483'WITH THE GROUND.  A STANDARD DISK, STAMPED C 84 1946, SET IN A
 KA0483'DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0347 ***********************************************************************
 KA0347  DESIGNATION -  C 85
 KA0347  PID         -  KA0347
 KA0347  STATE/COUNTY-  IN/GREENE
 KA0347  COUNTRY     -  US
 KA0347  USGS QUAD   -  BLOOMFIELD (2019)
 KA0347
 KA0347                         *CURRENT SURVEY CONTROL
 KA0347  ______________________________________________________________________
 KA0347* NAD 83(1986) POSITION- 39 02 45.     (N) 086 59 21.     (W)   SCALED
 KA0347* NAVD 88 ORTHO HEIGHT -   152.631 (meters)      500.76  (feet) ADJUSTED
 KA0347  ______________________________________________________________________
 KA0347  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 KA0347  DYNAMIC HEIGHT  -        152.538 (meters)      500.45  (feet) COMP
 KA0347  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 KA0347
 KA0347  VERT ORDER      -  FIRST     CLASS II
 KA0347
 KA0347.The horizontal coordinates were scaled from a map and have
 KA0347.an estimated accuracy of +/- 6 seconds.
 KA0347
 KA0347.The orthometric height was determined by differential leveling and
 KA0347.adjusted by the NATIONAL GEODETIC SURVEY
 KA0347.in June 1991.
 KA0347
 KA0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0347.GEOID18 height accuracy estimate available here.
 KA0347
 KA0347.Click photographs - Photos may exist for this station.
 KA0347
 KA0347.The dynamic height is computed by dividing the NAVD 88
 KA0347.geopotential number by the normal gravity value computed on the
 KA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0347.degrees latitude (g = 980.6199 gals.).
 KA0347
 KA0347.The modeled gravity was interpolated from observed gravity values.
 KA0347
 KA0347;                    North         East    Units  Estimated Accuracy
 KA0347;SPC IN W     -   421,590.      908,150.      MT  (+/- 180 meters Scaled)
 KA0347
 KA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ009218(NAD 83)
 KA0347
 KA0347                          SUPERSEDED SURVEY CONTROL
 KA0347
 KA0347  NGVD 29 (??/??/92)  152.768  (m)          501.21   (f) ADJ UNCH    1 2
 KA0347
 KA0347.Superseded values are not recommended for survey control.
 KA0347
 KA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0347.See file dsdata.pdf to determine how the superseded data were derived.
 KA0347
 KA0347_MARKER: DB = BENCH MARK DISK
 KA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0347_STAMPING: C 85 1946
 KA0347_MARK LOGO: CGS
 KA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0347+STABILITY: SURFACE MOTION
 KA0347
 KA0347  HISTORY     - Date     Condition        Report By
 KA0347  HISTORY     - 1946     MONUMENTED       CGS
 KA0347  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0347
 KA0347                          STATION DESCRIPTION
 KA0347
 KA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0347'2.5 MI NW FROM ELLISTON.
 KA0347'2.5 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0347'STATION AT ELLISTON, AT A PRIVATE ROAD CROSSING, 74 FEET NORTH OF
 KA0347'THE CENTER LINE OF THE PRIVATE ROAD, 24 FEET EAST OF AND ABOUT 7
 KA0347'FEET LOWER THAN THE CENTER LINE OF THE TRACK, 3.5 FEET EAST OF POLE
 KA0347'NO. 45/19, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 KA0347'STANDARD DISK, STAMPED E 85 1946 AND SET IN THE TOP OF A CONCRETE
 KA0347'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 KA0347
 KA0347                          STATION RECOVERY (1985)
 KA0347
 KA0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0785 ***********************************************************************
 KA0785  DESIGNATION -  C 86
 KA0785  PID         -  KA0785
 KA0785  STATE/COUNTY-  IN/HENDRICKS
 KA0785  COUNTRY     -  US
 KA0785  USGS QUAD   -  DANVILLE (2019)
 KA0785
 KA0785                         *CURRENT SURVEY CONTROL
 KA0785  ______________________________________________________________________
 KA0785* NAD 83(1986) POSITION- 39 50 02.8    (N) 086 32 35.5    (W)   HD_HELD2
 KA0785* NAVD 88 ORTHO HEIGHT -   286.531 (meters)      940.06  (feet) ADJUSTED
 KA0785  ______________________________________________________________________
 KA0785  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 KA0785  DYNAMIC HEIGHT  -        286.374 (meters)      939.55  (feet) COMP
 KA0785  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 KA0785
 KA0785  VERT ORDER      -  SECOND    CLASS 0
 KA0785
 KA0785.The horizontal coordinates were established by autonomous hand held GPS
 KA0785.observations and have an estimated accuracy of +/- 10 meters.
 KA0785
 KA0785.The orthometric height was determined by differential leveling and
 KA0785.adjusted by the NATIONAL GEODETIC SURVEY
 KA0785.in June 1991.
 KA0785
 KA0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0785.GEOID18 height accuracy estimate available here.
 KA0785
 KA0785.Click photographs - Photos may exist for this station.
 KA0785
 KA0785.The dynamic height is computed by dividing the NAVD 88
 KA0785.geopotential number by the normal gravity value computed on the
 KA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0785.degrees latitude (g = 980.6199 gals.).
 KA0785
 KA0785.The modeled gravity was interpolated from observed gravity values.
 KA0785
 KA0785;                    North         East    Units  Estimated Accuracy
 KA0785;SPC IN W     -   509,239.      946,235.      MT  (+/- 10 meters HH2 GPS)
 KA0785
 KA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3908709445(NAD 83)
 KA0785
 KA0785                          SUPERSEDED SURVEY CONTROL
 KA0785
 KA0785  NGVD 29 (??/??/92)  286.637  (m)          940.41   (f) ADJ UNCH    2 0
 KA0785
 KA0785.Superseded values are not recommended for survey control.
 KA0785
 KA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0785.See file dsdata.pdf to determine how the superseded data were derived.
 KA0785
 KA0785_MARKER: DB = BENCH MARK DISK
 KA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0785_STAMPING: C 86 1946
 KA0785_MARK LOGO: CGS
 KA0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0785+STABILITY: SURFACE MOTION
 KA0785
 KA0785  HISTORY     - Date     Condition        Report By
 KA0785  HISTORY     - 1946     MONUMENTED       CGS
 KA0785  HISTORY     - 20110713 GOOD             GEOCAC
 KA0785
 KA0785                          STATION DESCRIPTION
 KA0785
 KA0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0785'3.6 MI S FROM LIZTON.
 KA0785'ABOUT 3.65 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0785'AT LIZTON, IN THE SOUTHWEST QUARTER OF AN INTERSECTION WITH AN
 KA0785'EAST-WEST GRAVELED ROAD, 39 FEET WEST OF THE CENTER LINE OF THE
 KA0785'HIGHWAY, 59 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 KA0785'42 FEET SOUTH OF REA POWER LINE POLE NUMBER A 93, 7 FEET SOUTHEAST
 KA0785'OF A CONCRETE CORNER FENCE POST, IN LINE WITH THE POWER LINE POLES,
 KA0785'2 FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE, 2 FEET NORTH
 KA0785'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF
 KA0785'THE INTERSECTION.  A STANDARD DISK, STAMPED C 86 1946 AND SET IN
 KA0785'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0785
 KA0785                          STATION RECOVERY (2011)
 KA0785
 KA0785'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0785'THE EAST-WEST GRAVEL ROAD IS COUNTY ROAD 500 N.  THE STATION IS 1 FOOT
 KA0785'SOUTH OF A GUY WIRE FOR A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0842 ***********************************************************************
 LB0842  DESIGNATION -  C 87
 LB0842  PID         -  LB0842
 LB0842  STATE/COUNTY-  IN/TIPPECANOE
 LB0842  COUNTRY     -  US
 LB0842  USGS QUAD   -  MULBERRY (2019)
 LB0842
 LB0842                         *CURRENT SURVEY CONTROL
 LB0842  ______________________________________________________________________
 LB0842* NAD 83(1986) POSITION- 40 16 45.     (N) 086 43 47.     (W)   SCALED
 LB0842* NAVD 88 ORTHO HEIGHT -   243.303 (meters)      798.24  (feet) ADJUSTED
 LB0842  ______________________________________________________________________
 LB0842  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 LB0842  DYNAMIC HEIGHT  -        243.177 (meters)      797.82  (feet) COMP
 LB0842  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 LB0842
 LB0842  VERT ORDER      -  SECOND    CLASS 0
 LB0842
 LB0842.The horizontal coordinates were scaled from a map and have
 LB0842.an estimated accuracy of +/- 6 seconds.
 LB0842
 LB0842.The orthometric height was determined by differential leveling and
 LB0842.adjusted by the NATIONAL GEODETIC SURVEY
 LB0842.in June 1991.
 LB0842
 LB0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0842.GEOID18 height accuracy estimate available here.
 LB0842
 LB0842.Click photographs - Photos may exist for this station.
 LB0842
 LB0842.The dynamic height is computed by dividing the NAVD 88
 LB0842.geopotential number by the normal gravity value computed on the
 LB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0842.degrees latitude (g = 980.6199 gals.).
 LB0842
 LB0842.The modeled gravity was interpolated from observed gravity values.
 LB0842
 LB0842;                    North         East    Units  Estimated Accuracy
 LB0842;SPC IN W     -   558,580.      930,070.      MT  (+/- 180 meters Scaled)
 LB0842
 LB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK229587(NAD 83)
 LB0842
 LB0842                          SUPERSEDED SURVEY CONTROL
 LB0842
 LB0842  NGVD 29 (??/??/92)  243.399  (m)          798.55   (f) ADJ UNCH    2 0
 LB0842
 LB0842.Superseded values are not recommended for survey control.
 LB0842
 LB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0842.See file dsdata.pdf to determine how the superseded data were derived.
 LB0842
 LB0842_MARKER: DB = BENCH MARK DISK
 LB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0842_STAMPING: C 87 1946
 LB0842_MARK LOGO: CGS
 LB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0842+STABILITY: SURFACE MOTION
 LB0842
 LB0842  HISTORY     - Date     Condition        Report By
 LB0842  HISTORY     - 1946     MONUMENTED       CGS
 LB0842
 LB0842                          STATION DESCRIPTION
 LB0842
 LB0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0842'0.6 MI SE FROM MONROE.
 LB0842'ABOUT 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE CROSS
 LB0842'ROAD AT MONROE, 43 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 LB0842'CENTER LINE OF THE HIGHWAY, 33.5 FEET NORTHWEST OF THE NORTHWEST
 LB0842'CORNER OF A BARN, 16 FEET WEST OF POWER POLE NO. 5732, 9 FEET
 LB0842'SOUTH OF THE SOUTHEAST LEG OF A WIND MILL, 2 FEET NORTH OF A
 LB0842'PICKET FENCE, AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 LB0842'POST.  A STANDARD DISK, STAMPED C 87 1946 AND SET IN THE TOP OF A
 LB0842'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0790 ***********************************************************************
 LB0790  DESIGNATION -  C 88
 LB0790  PID         -  LB0790
 LB0790  STATE/COUNTY-  IN/TIPPECANOE
 LB0790  COUNTRY     -  US
 LB0790  USGS QUAD   -  MULBERRY (2019)
 LB0790
 LB0790                         *CURRENT SURVEY CONTROL
 LB0790  ______________________________________________________________________
 LB0790* NAD 83(1986) POSITION- 40 15 30.     (N) 086 43 48.     (W)   SCALED
 LB0790* NAVD 88 ORTHO HEIGHT -   245.061 (meters)      804.00  (feet) ADJUSTED
 LB0790  ______________________________________________________________________
 LB0790  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 LB0790  DYNAMIC HEIGHT  -        244.934 (meters)      803.59  (feet) COMP
 LB0790  MODELED GRAVITY -    980,100.2   (mgal)                       NAVD 88
 LB0790
 LB0790  VERT ORDER      -  SECOND    CLASS 0
 LB0790
 LB0790.The horizontal coordinates were scaled from a map and have
 LB0790.an estimated accuracy of +/- 6 seconds.
 LB0790
 LB0790.The orthometric height was determined by differential leveling and
 LB0790.adjusted by the NATIONAL GEODETIC SURVEY
 LB0790.in June 1991.
 LB0790
 LB0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0790.GEOID18 height accuracy estimate available here.
 LB0790
 LB0790.Click photographs - Photos may exist for this station.
 LB0790
 LB0790.The dynamic height is computed by dividing the NAVD 88
 LB0790.geopotential number by the normal gravity value computed on the
 LB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0790.degrees latitude (g = 980.6199 gals.).
 LB0790
 LB0790.The modeled gravity was interpolated from observed gravity values.
 LB0790
 LB0790;                    North         East    Units  Estimated Accuracy
 LB0790;SPC IN W     -   556,260.      930,060.      MT  (+/- 180 meters Scaled)
 LB0790
 LB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK229564(NAD 83)
 LB0790
 LB0790                          SUPERSEDED SURVEY CONTROL
 LB0790
 LB0790  NGVD 29 (??/??/92)  245.154  (m)          804.31   (f) ADJ UNCH    2 0
 LB0790
 LB0790.Superseded values are not recommended for survey control.
 LB0790
 LB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0790.See file dsdata.pdf to determine how the superseded data were derived.
 LB0790
 LB0790_MARKER: DB = BENCH MARK DISK
 LB0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0790_SP_SET: CULVERT HEADWALL
 LB0790_STAMPING: C 88 1946
 LB0790_MARK LOGO: CGS
 LB0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0790+STABILITY: SURFACE MOTION
 LB0790
 LB0790  HISTORY     - Date     Condition        Report By
 LB0790  HISTORY     - 1946     MONUMENTED       CGS
 LB0790  HISTORY     - 1965     GOOD             CGS
 LB0790  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0790
 LB0790                          STATION DESCRIPTION
 LB0790
 LB0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0790'1.4 MI NW FROM CLARKS HILL.
 LB0790'ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB0790'AT CLARKS HILL, THENCE ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY
 LB0790'28, 0.45 MILE EAST OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 LB0790'CHICAGO, AND ST. LOUIS RAILWAY, SET IN THE EAST END OF THE NORTH
 LB0790'HEAD WALL OF AN 8 FOOT CONCRETE CULVERT, 16.5 FEET NORTH OF THE
 LB0790'CENTER LINE OF THE HIGHWAY, AND 1.2 FEET WEST OF THE EAST
 LB0790'END OF THE CULVERT.  A STANDARD DISK, STAMPED C 88 1946.
 LB0790
 LB0790                          STATION RECOVERY (1965)
 LB0790
 LB0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0790'RECOVERED IN GOOD CONDITION.
 LB0790
 LB0790                          STATION RECOVERY (2002)
 LB0790
 LB0790'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0790'MARK NOT FOUND, POSSIBLY A NEW CULVERT IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0836 ***********************************************************************
 LB0836  DESIGNATION -  C 89
 LB0836  PID         -  LB0836
 LB0836  STATE/COUNTY-  IN/MONTGOMERY
 LB0836  COUNTRY     -  US
 LB0836  USGS QUAD   -  LINDEN (2019)
 LB0836
 LB0836                         *CURRENT SURVEY CONTROL
 LB0836  ______________________________________________________________________
 LB0836* NAD 83(1986) POSITION- 40 08 03.32   (N) 086 54 17.03   (W)   HD_HELD1
 LB0836* NAVD 88 ORTHO HEIGHT -   242.265 (meters)      794.83  (feet) ADJUSTED
 LB0836  ______________________________________________________________________
 LB0836  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 LB0836  DYNAMIC HEIGHT  -        242.136 (meters)      794.41  (feet) COMP
 LB0836  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LB0836
 LB0836  VERT ORDER      -  SECOND    CLASS 0
 LB0836
 LB0836.The horizontal coordinates were determined by differentially corrected
 LB0836.hand held GPS observations or other comparable positioning techniques
 LB0836.and have an estimated accuracy of +/- 3 meters.
 LB0836
 LB0836.The orthometric height was determined by differential leveling and
 LB0836.adjusted by the NATIONAL GEODETIC SURVEY
 LB0836.in June 1991.
 LB0836
 LB0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0836.GEOID18 height accuracy estimate available here.
 LB0836
 LB0836.Click photographs - Photos may exist for this station.
 LB0836
 LB0836.The dynamic height is computed by dividing the NAVD 88
 LB0836.geopotential number by the normal gravity value computed on the
 LB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0836.degrees latitude (g = 980.6199 gals.).
 LB0836
 LB0836.The modeled gravity was interpolated from observed gravity values.
 LB0836
 LB0836;                    North         East    Units  Estimated Accuracy
 LB0836;SPC IN W     -   542,439.6     915,221.2     MT  (+/- 3 meters HH1 GPS) 
 LB0836
 LB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0811642662(NAD 83)
 LB0836
 LB0836                          SUPERSEDED SURVEY CONTROL
 LB0836
 LB0836  NGVD 29 (??/??/92)  242.350  (m)          795.11   (f) ADJ UNCH    2 0
 LB0836
 LB0836.Superseded values are not recommended for survey control.
 LB0836
 LB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0836.See file dsdata.pdf to determine how the superseded data were derived.
 LB0836
 LB0836_MARKER: DB = BENCH MARK DISK
 LB0836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0836_SP_SET: CULVERT HEADWALL
 LB0836_STAMPING: C 88 1946
 LB0836_MARK LOGO: CGS
 LB0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0836+STABILITY: SURFACE MOTION
 LB0836
 LB0836  HISTORY     - Date     Condition        Report By
 LB0836  HISTORY     - 1946     MONUMENTED       CGS
 LB0836
 LB0836                          STATION DESCRIPTION
 LB0836
 LB0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0836'0.1 MI S FROM CHERRY GROVE.
 LB0836'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0836'ELEVATOR AT CHERRY GROVE, ABOUT 140 FEET SOUTHWEST OF RAILWAY
 LB0836'MILE POST 141, DIRECTLY ACROSS THE HIGHWAY FROM SEMAPHORE SIGNAL
 LB0836'TOWER NO. 141.1, AND SET IN THE NORTH END OF THE WEST HEAD WALL
 LB0836'OF A 16 INCH CONCRETE CULVERT, 20 FEET WEST OF THE CENTER LINE
 LB0836'OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL,
 LB0836'AND ABOUT 2 FEET BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB0836'C 89 1946.  NOTE-- U.S.G.S. REPORTED THIS MARK ERRONEOUSLY
 LB0836'STAMPED C 88 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1361 ***********************************************************************
 MD1361  DESIGNATION -  C 9
 MD1361  PID         -  MD1361
 MD1361  STATE/COUNTY-  IN/ELKHART
 MD1361  COUNTRY     -  US
 MD1361  USGS QUAD   -  BRISTOL (2019)
 MD1361
 MD1361                         *CURRENT SURVEY CONTROL
 MD1361  ______________________________________________________________________
 MD1361* NAD 83(1986) POSITION- 41 43 03.     (N) 085 49 01.     (W)   SCALED
 MD1361* NAVD 88 ORTHO HEIGHT -   235.267 (meters)      771.87  (feet) ADJUSTED
 MD1361  ______________________________________________________________________
 MD1361  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 MD1361  DYNAMIC HEIGHT  -        235.180 (meters)      771.59  (feet) COMP
 MD1361  MODELED GRAVITY -    980,250.8   (mgal)                       NAVD 88
 MD1361
 MD1361  VERT ORDER      -  FIRST     CLASS II
 MD1361
 MD1361.The horizontal coordinates were scaled from a map and have
 MD1361.an estimated accuracy of +/- 6 seconds.
 MD1361
 MD1361.The orthometric height was determined by differential leveling and
 MD1361.adjusted by the NATIONAL GEODETIC SURVEY
 MD1361.in June 1991.
 MD1361
 MD1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1361.GEOID18 height accuracy estimate available here.
 MD1361
 MD1361.Click photographs - Photos may exist for this station.
 MD1361
 MD1361.The dynamic height is computed by dividing the NAVD 88
 MD1361.geopotential number by the normal gravity value computed on the
 MD1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1361.degrees latitude (g = 980.6199 gals.).
 MD1361
 MD1361.The modeled gravity was interpolated from observed gravity values.
 MD1361
 MD1361;                    North         East    Units  Estimated Accuracy
 MD1361;SPC IN E     -   718,250.       87,500.      MT  (+/- 180 meters Scaled)
 MD1361
 MD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM984190(NAD 83)
 MD1361
 MD1361                          SUPERSEDED SURVEY CONTROL
 MD1361
 MD1361  NGVD 29 (??/??/92)  235.400  (m)          772.31   (f) ADJ UNCH    1 2
 MD1361
 MD1361.Superseded values are not recommended for survey control.
 MD1361
 MD1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1361.See file dsdata.pdf to determine how the superseded data were derived.
 MD1361
 MD1361_MARKER: DB = BENCH MARK DISK
 MD1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1361_STAMPING: ELEV 772.308 FT C 9
 MD1361_MARK LOGO: CGS
 MD1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1361+STABILITY: SURFACE MOTION
 MD1361
 MD1361  HISTORY     - Date     Condition        Report By
 MD1361  HISTORY     - 1916     MONUMENTED       CGS
 MD1361  HISTORY     - 1934     GOOD             CGS
 MD1361  HISTORY     - 1959     POOR             USGS
 MD1361  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1361
 MD1361                          STATION DESCRIPTION
 MD1361
 MD1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1361'AT BRISTOL.
 MD1361'AT BRISTOL, ELKHART COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD1361'246 FEET EAST OF THE STATION, 66 FEET SOUTH OF THE TRACK, AND
 MD1361'AT A FENCE CORNER.  A STANDARD DISK, STAMPED ELEV 772.308 FT
 MD1361'C 9 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST
 MD1361'APPEARS TO BE HEAVED DUE TO FROST AND IT IS LOOSE.
 MD1361
 MD1361                          STATION RECOVERY (1959)
 MD1361
 MD1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MD1361'MARK RECOVERED IN POOR CONDITION.
 MD1361
 MD1361                          STATION RECOVERY (1993)
 MD1361
 MD1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1361'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1190 ***********************************************************************
 ME1190  DESIGNATION -  C 90
 ME1190  PID         -  ME1190
 ME1190  STATE/COUNTY-  IN/LAKE
 ME1190  COUNTRY     -  US
 ME1190  USGS QUAD   -  SCHNEIDER (2019)
 ME1190
 ME1190                         *CURRENT SURVEY CONTROL
 ME1190  ______________________________________________________________________
 ME1190* NAD 83(1986) POSITION- 41 11 18.     (N) 087 26 54.     (W)   SCALED
 ME1190* NAVD 88 ORTHO HEIGHT -   193.820 (meters)      635.89  (feet) ADJUSTED
 ME1190  ______________________________________________________________________
 ME1190  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 ME1190  DYNAMIC HEIGHT  -        193.738 (meters)      635.62  (feet) COMP
 ME1190  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 ME1190
 ME1190  VERT ORDER      -  SECOND    CLASS 0
 ME1190
 ME1190.The horizontal coordinates were scaled from a map and have
 ME1190.an estimated accuracy of +/- 6 seconds.
 ME1190
 ME1190.The orthometric height was determined by differential leveling and
 ME1190.adjusted by the NATIONAL GEODETIC SURVEY
 ME1190.in June 1991.
 ME1190
 ME1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1190.GEOID18 height accuracy estimate available here.
 ME1190
 ME1190.Click photographs - Photos may exist for this station.
 ME1190
 ME1190.The dynamic height is computed by dividing the NAVD 88
 ME1190.geopotential number by the normal gravity value computed on the
 ME1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1190.degrees latitude (g = 980.6199 gals.).
 ME1190
 ME1190.The modeled gravity was interpolated from observed gravity values.
 ME1190
 ME1190;                    North         East    Units  Estimated Accuracy
 ME1190;SPC IN W     -   659,540.      869,380.      MT  (+/- 180 meters Scaled)
 ME1190
 ME1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624597(NAD 83)
 ME1190
 ME1190                          SUPERSEDED SURVEY CONTROL
 ME1190
 ME1190  NGVD 29 (??/??/92)  193.907  (m)          636.18   (f) ADJ UNCH    2 0
 ME1190
 ME1190.Superseded values are not recommended for survey control.
 ME1190
 ME1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1190.See file dsdata.pdf to determine how the superseded data were derived.
 ME1190
 ME1190_MARKER: DB = BENCH MARK DISK
 ME1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1190_SP_SET: BASE
 ME1190_STAMPING: C 90 1934
 ME1190_MARK LOGO: CGS
 ME1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1190
 ME1190  HISTORY     - Date     Condition        Report By
 ME1190  HISTORY     - 1934     MONUMENTED       CGS
 ME1190  HISTORY     - 1954     GOOD             CGS
 ME1190  HISTORY     - 20210407 SEE DESCRIPTION  IN-089
 ME1190
 ME1190                          STATION DESCRIPTION
 ME1190
 ME1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1190'AT SCHNEIDER.
 ME1190'AT SCHNEIDER, ABOUT 0.1 MILE WEST ALONG THE NEW YORK CENTRAL
 ME1190'RAILROAD FROM THE STATION, 176 FEET WEST OF CROSSING OF U.S.
 ME1190'HIGHWAY 41, 7 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 22 1/2
 ME1190'FEET SOUTH-SOUTHEAST OF SOUTH-SOUTHEAST RAIL OF A TRACK
 ME1190'CONNECTING TO THE N.Y.C. RR NORTH-SOUTH TRACK, IN THE TOP OF THE
 ME1190'SOUTHWEST CORNER OF A 3-FOOT ABANDONED CONCRETE BASE AND ABOUT
 ME1190'1 FOOT BELOW LEVEL OF TRACK.
 ME1190
 ME1190                          STATION RECOVERY (2021)
 ME1190
 ME1190'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1190'THE INDENT OF THE DISK IN VISIBLE IN THE CONCRETE.  THE DISK HAS BEEN
 ME1190'REMOVED.  THE SHAFT REMAINS. HEIGHT NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0080 ***********************************************************************
 LB0080  DESIGNATION -  C 91
 LB0080  PID         -  LB0080
 LB0080  STATE/COUNTY-  IN/CASS
 LB0080  COUNTRY     -  US
 LB0080  USGS QUAD   -  GALVESTON (2019)
 LB0080
 LB0080                         *CURRENT SURVEY CONTROL
 LB0080  ______________________________________________________________________
 LB0080* NAD 83(1986) POSITION- 40 36 10.9    (N) 086 12 08.8    (W)   HD_HELD2
 LB0080* NAVD 88 ORTHO HEIGHT -   234.511 (meters)      769.39  (feet) ADJUSTED
 LB0080  ______________________________________________________________________
 LB0080  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 LB0080  DYNAMIC HEIGHT  -        234.393 (meters)      769.00  (feet) COMP
 LB0080  MODELED GRAVITY -    980,119.4   (mgal)                       NAVD 88
 LB0080
 LB0080  VERT ORDER      -  SECOND    CLASS 0
 LB0080
 LB0080.The horizontal coordinates were established by autonomous hand held GPS
 LB0080.observations and have an estimated accuracy of +/- 10 meters.
 LB0080
 LB0080.The orthometric height was determined by differential leveling and
 LB0080.adjusted by the NATIONAL GEODETIC SURVEY
 LB0080.in June 1991.
 LB0080
 LB0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0080.GEOID18 height accuracy estimate available here.
 LB0080
 LB0080.Click photographs - Photos may exist for this station.
 LB0080
 LB0080.The dynamic height is computed by dividing the NAVD 88
 LB0080.geopotential number by the normal gravity value computed on the
 LB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0080.degrees latitude (g = 980.6199 gals.).
 LB0080
 LB0080.The modeled gravity was interpolated from observed gravity values.
 LB0080
 LB0080;                    North         East    Units  Estimated Accuracy
 LB0080;SPC IN E     -   594,614.       54,654.      MT  (+/- 10 meters HH2 GPS)
 LB0080
 LB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6747694996(NAD 83)
 LB0080
 LB0080                          SUPERSEDED SURVEY CONTROL
 LB0080
 LB0080  NGVD 29 (??/??/92)  234.632  (m)          769.79   (f) ADJ UNCH    2 0
 LB0080
 LB0080.Superseded values are not recommended for survey control.
 LB0080
 LB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0080.See file dsdata.pdf to determine how the superseded data were derived.
 LB0080
 LB0080_MARKER: DB = BENCH MARK DISK
 LB0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0080_SP_SET: BRIDGE ABUTMENT
 LB0080_STAMPING: C 91 1938
 LB0080_MARK LOGO: CGS
 LB0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0080+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LB0080
 LB0080  HISTORY     - Date     Condition        Report By
 LB0080  HISTORY     - 1938     MONUMENTED       CGS
 LB0080  HISTORY     - 20190920 GOOD             INDIV
 LB0080
 LB0080                          STATION DESCRIPTION
 LB0080
 LB0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0080'2.1 MI NW FROM GALVESTON.
 LB0080'2.1 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0080'PENNSYLVANIA RAILROAD FROM THE STATION AT GALVESTON, CASS COUNTY,
 LB0080'0.6 MILE NORTHWEST OF MILEPOST 167, AT BRIDGE 167.62, IN THE TOP
 LB0080'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT, 40 FEET WEST OF THE
 LB0080'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 6 FEET NORTHEAST
 LB0080'OF THE NORTHEAST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 LB0080'A STANDARD DISK, STAMPED C 91 1938.
 LB0080
 LB0080                          STATION RECOVERY (2019)
 LB0080
 LB0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LB0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1856 ***********************************************************************
 JZ1856  DESIGNATION -  C 93
 JZ1856  PID         -  JZ1856
 JZ1856  STATE/COUNTY-  IN/JENNINGS
 JZ1856  COUNTRY     -  US
 JZ1856  USGS QUAD   -  HOLTON (2019)
 JZ1856
 JZ1856                         *CURRENT SURVEY CONTROL
 JZ1856  ______________________________________________________________________
 JZ1856* NAD 83(1986) POSITION- 39 03 46.     (N) 085 27 39.     (W)   SCALED
 JZ1856* NAVD 88 ORTHO HEIGHT -   262.309 (meters)      860.59  (feet) POSTED
 JZ1856  ______________________________________________________________________
 JZ1856  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ1856  DYNAMIC HEIGHT  -        262.14  (meters)      860.0   (feet) COMP
 JZ1856  MODELED GRAVITY -    979,974.5   (mgal)                       NAVD 88
 JZ1856
 JZ1856  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1856
 JZ1856.The horizontal coordinates were scaled from a map and have
 JZ1856.an estimated accuracy of +/- 6 seconds.
 JZ1856
 JZ1856.The orthometric height was determined by differential leveling
 JZ1856.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1856
 JZ1856.* This is a POSTED BENCH MARK height.
 JZ1856
 JZ1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1856.GEOID18 height accuracy estimate available here.
 JZ1856
 JZ1856.Click photographs - Photos may exist for this station.
 JZ1856
 JZ1856.The dynamic height is computed by dividing the NAVD 88
 JZ1856.geopotential number by the normal gravity value computed on the
 JZ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1856.degrees latitude (g = 980.6199 gals.).
 JZ1856
 JZ1856.The modeled gravity was interpolated from observed gravity values.
 JZ1856
 JZ1856;                    North         East    Units  Estimated Accuracy
 JZ1856;SPC IN E     -   423,490.      117,810.      MT  (+/- 180 meters Scaled)
 JZ1856
 JZ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ331248(NAD 83)
 JZ1856
 JZ1856                          SUPERSEDED SURVEY CONTROL
 JZ1856
 JZ1856  NGVD 29 (??/??/92)  262.434  (m)          861.00   (f) ADJ UNCH    1 2
 JZ1856
 JZ1856.Superseded values are not recommended for survey control.
 JZ1856
 JZ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1856.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1856
 JZ1856_MARKER: DB = BENCH MARK DISK
 JZ1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1856_SP_SET: BUILDING
 JZ1856_STAMPING: C 93 1938
 JZ1856_MARK LOGO: CGS
 JZ1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1856
 JZ1856  HISTORY     - Date     Condition        Report By
 JZ1856  HISTORY     - 1938     MONUMENTED       CGS
 JZ1856
 JZ1856                          STATION DESCRIPTION
 JZ1856
 JZ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1856'10.1 MI E FROM NORTH VERNON.
 JZ1856'10.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1856'STATION AT NORTH VERNON, JENNINGS COUNTY, AT NEBRASKA, 5 RAILS
 JZ1856'WEST OF THE STATION SIGN, 5 RAILS EAST OF A WATER TANK, 7 RAILS
 JZ1856'WEST OF A MAIL CRANE, 2-1/2 RAILS WEST OF THE WEST END OF A
 JZ1856'SIDING, 80 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50,
 JZ1856'32 FEET NORTH OF THE NORTH RAIL OF THE SIDING, 13 FEET NORTH
 JZ1856'OF THE NORTH RAIL, AT THE SOUTHWEST CORNER OF A RED-BRICK
 JZ1856'BUILDING, IN THE SOUTH WALL, AND 5 FEET ABOVE THE GROUND.  A
 JZ1856'STANDARD DISK, STAMPED C 93 1938 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1857 ***********************************************************************
 JZ1857  DESIGNATION -  C 93 RESET
 JZ1857  PID         -  JZ1857
 JZ1857  STATE/COUNTY-  IN/JENNINGS
 JZ1857  COUNTRY     -  US
 JZ1857  USGS QUAD   -  HOLTON (2019)
 JZ1857
 JZ1857                         *CURRENT SURVEY CONTROL
 JZ1857  ______________________________________________________________________
 JZ1857* NAD 83(1986) POSITION- 39 03 46.     (N) 085 27 39.     (W)   SCALED
 JZ1857* NAVD 88 ORTHO HEIGHT -   258.03  (+/-2cm)      846.6   (feet) VERTCON3
 JZ1857  ______________________________________________________________________
 JZ1857  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ1857  VERT ORDER      -  THIRD (See Below)
 JZ1857
 JZ1857.The horizontal coordinates were scaled from a map and have
 JZ1857.an estimated accuracy of +/- 6 seconds.
 JZ1857
 JZ1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1857
 JZ1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1857.GEOID18 height accuracy estimate available here.
 JZ1857
 JZ1857.The vertical order pertains to the NGVD 29 superseded value.
 JZ1857
 JZ1857.Click photographs - Photos may exist for this station.
 JZ1857
 JZ1857;                    North         East    Units  Estimated Accuracy
 JZ1857;SPC IN E     -   423,490.      117,810.      MT  (+/- 180 meters Scaled)
 JZ1857
 JZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ331248(NAD 83)
 JZ1857
 JZ1857                          SUPERSEDED SURVEY CONTROL
 JZ1857
 JZ1857  NGVD 29 (08/22/16)  258.15   (m)          846.9    (f) RESET       3  
 JZ1857
 JZ1857.Superseded values are not recommended for survey control.
 JZ1857
 JZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1857.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1857
 JZ1857_MARKER: DB = BENCH MARK DISK
 JZ1857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1857_SP_SET: FOUNDATION
 JZ1857_STAMPING: C 93 RESET 1959
 JZ1857_MARK LOGO: CGS
 JZ1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1857+STABILITY: SURFACE MOTION
 JZ1857
 JZ1857  HISTORY     - Date     Condition        Report By
 JZ1857  HISTORY     - 1959     MONUMENTED       BORR
 JZ1857  HISTORY     - 1962     GOOD             CGS
 JZ1857
 JZ1857                          STATION DESCRIPTION
 JZ1857
 JZ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JZ1857'10.1 MI E FROM NORTH VERNON.
 JZ1857'10.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1857'THE STATION AT NORTH VERNON, AT NEBRASKA, 12 RAILS EAST OF
 JZ1857'SWITCH TO STATION TRACK, 88 FEET NORTH OF THE CENTERLINE OF
 JZ1857'U.S. HIGHWAY 50, 34 FEET NORTH OF THE NORTH RAIL OF THE SIDE
 JZ1857'TRACK, 15 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AT
 JZ1857'THE SOUTHWEST CORNER OF THE FOUNDATION OF AN OLD TREATING PLANT
 JZ1857'BUILDING, OPPOSITE TELEGRAPH POLE MILE 62, POLE 9, AND PROJECTING
 JZ1857'1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1641 ***********************************************************************
 LB1641  DESIGNATION -  C 94
 LB1641  PID         -  LB1641
 LB1641  STATE/COUNTY-  IN/TIPPECANOE
 LB1641  COUNTRY     -  US
 LB1641  USGS QUAD   -  WESTPOINT (2019)
 LB1641
 LB1641                         *CURRENT SURVEY CONTROL
 LB1641  ______________________________________________________________________
 LB1641* NAD 83(1986) POSITION- 40 20 55.     (N) 087 02 30.     (W)   SCALED
 LB1641* NAVD 88 ORTHO HEIGHT -   197.457 (meters)      647.82  (feet) ADJUSTED
 LB1641  ______________________________________________________________________
 LB1641  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 LB1641  DYNAMIC HEIGHT  -        197.361 (meters)      647.51  (feet) COMP
 LB1641  MODELED GRAVITY -    980,133.5   (mgal)                       NAVD 88
 LB1641
 LB1641  VERT ORDER      -  SECOND    CLASS 0
 LB1641
 LB1641.The horizontal coordinates were scaled from a map and have
 LB1641.an estimated accuracy of +/- 6 seconds.
 LB1641
 LB1641.The orthometric height was determined by differential leveling and
 LB1641.adjusted by the NATIONAL GEODETIC SURVEY
 LB1641.in June 1991.
 LB1641
 LB1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1641.GEOID18 height accuracy estimate available here.
 LB1641
 LB1641.Click photographs - Photos may exist for this station.
 LB1641
 LB1641.The dynamic height is computed by dividing the NAVD 88
 LB1641.geopotential number by the normal gravity value computed on the
 LB1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1641.degrees latitude (g = 980.6199 gals.).
 LB1641
 LB1641.The modeled gravity was interpolated from observed gravity values.
 LB1641
 LB1641;                    North         East    Units  Estimated Accuracy
 LB1641;SPC IN W     -   566,230.      903,540.      MT  (+/- 180 meters Scaled)
 LB1641
 LB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK964664(NAD 83)
 LB1641
 LB1641                          SUPERSEDED SURVEY CONTROL
 LB1641
 LB1641  NGVD 29 (??/??/92)  197.541  (m)          648.10   (f) ADJ UNCH    2 0
 LB1641
 LB1641.Superseded values are not recommended for survey control.
 LB1641
 LB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1641.See file dsdata.pdf to determine how the superseded data were derived.
 LB1641
 LB1641_MARKER: DB = BENCH MARK DISK
 LB1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1641_SP_SET: BUILDING
 LB1641_STAMPING: C 94 1946
 LB1641_MARK LOGO: CGS
 LB1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1641
 LB1641  HISTORY     - Date     Condition        Report By
 LB1641  HISTORY     - 1946     MONUMENTED       CGS
 LB1641
 LB1641                          STATION DESCRIPTION
 LB1641
 LB1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1641'AT WEST POINT.
 LB1641'AT WEST POINT, AT THE WAYNE TOWNSHIP SCHOOL BUILDING, SET
 LB1641'VERTICALLY IN THE NORTHWEST CORNER OF THE BUILDING, 1.5 FOOT
 LB1641'SOUTH OF THE NORTHWEST CORNER, AND 1.6 FEET ABOVE THE GROUND.
 LB1641'A STANDARD DISK, STAMPED C 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1912 ***********************************************************************
 JZ1912  DESIGNATION -  C 94
 JZ1912  PID         -  JZ1912
 JZ1912  STATE/COUNTY-  IN/DEARBORN
 JZ1912  COUNTRY     -  US
 JZ1912  USGS QUAD   -  DILLSBORO (2019)
 JZ1912
 JZ1912                         *CURRENT SURVEY CONTROL
 JZ1912  ______________________________________________________________________
 JZ1912* NAD 83(1986) POSITION- 39 06 22.     (N) 085 05 39.     (W)   SCALED
 JZ1912* NAVD 88 ORTHO HEIGHT -   278.778 (meters)      914.62  (feet) POSTED
 JZ1912  ______________________________________________________________________
 JZ1912  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1912  DYNAMIC HEIGHT  -        278.60  (meters)      914.0   (feet) COMP
 JZ1912  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JZ1912
 JZ1912  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1912
 JZ1912.The horizontal coordinates were scaled from a map and have
 JZ1912.an estimated accuracy of +/- 6 seconds.
 JZ1912
 JZ1912.The orthometric height was determined by differential leveling
 JZ1912.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1912
 JZ1912.* This is a POSTED BENCH MARK height.
 JZ1912
 JZ1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1912.GEOID18 height accuracy estimate available here.
 JZ1912
 JZ1912.Click photographs - Photos may exist for this station.
 JZ1912
 JZ1912.The dynamic height is computed by dividing the NAVD 88
 JZ1912.geopotential number by the normal gravity value computed on the
 JZ1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1912.degrees latitude (g = 980.6199 gals.).
 JZ1912
 JZ1912.The modeled gravity was interpolated from observed gravity values.
 JZ1912
 JZ1912;                    North         East    Units  Estimated Accuracy
 JZ1912;SPC IN E     -   428,430.      149,520.      MT  (+/- 180 meters Scaled)
 JZ1912
 JZ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647302(NAD 83)
 JZ1912
 JZ1912                          SUPERSEDED SURVEY CONTROL
 JZ1912
 JZ1912  NGVD 29 (??/??/92)  278.946  (m)          915.18   (f) ADJ UNCH    1 2
 JZ1912
 JZ1912.Superseded values are not recommended for survey control.
 JZ1912
 JZ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1912.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1912
 JZ1912_MARKER: DB = BENCH MARK DISK
 JZ1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1912_SP_SET: ABUTMENT
 JZ1912_STAMPING: C 94 1938
 JZ1912_MARK LOGO: CGS
 JZ1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1912
 JZ1912  HISTORY     - Date     Condition        Report By
 JZ1912  HISTORY     - 1938     MONUMENTED       CGS
 JZ1912
 JZ1912                          STATION DESCRIPTION
 JZ1912
 JZ1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1912'6.3 MI W FROM DILLSBORO.
 JZ1912'6.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1912'STATION AT DILLSBORO, DEARBORN COUNTY, AT MOORES HILL, 60 FEET
 JZ1912'SOUTHEAST OF THE ABANDONED STATION, OPPOSITE POLE 40/07, AT A
 JZ1912'BRIDGE, IN THE TOP OF THE WEST END OF THE NORTHWEST ABUTMENT,
 JZ1912'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JZ1912'C 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1715 ***********************************************************************
 LB1715  DESIGNATION -  C 95
 LB1715  PID         -  LB1715
 LB1715  STATE/COUNTY-  IN/WARREN
 LB1715  COUNTRY     -  US
 LB1715  USGS QUAD   -  OTTERBEIN (2019)
 LB1715
 LB1715                         *CURRENT SURVEY CONTROL
 LB1715  ______________________________________________________________________
 LB1715* NAD 83(1986) POSITION- 40 24 54.     (N) 087 06 43.     (W)   SCALED
 LB1715* NAVD 88 ORTHO HEIGHT -   190.089 (meters)      623.65  (feet) ADJUSTED
 LB1715  ______________________________________________________________________
 LB1715  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 LB1715  DYNAMIC HEIGHT  -        189.995 (meters)      623.34  (feet) COMP
 LB1715  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 LB1715
 LB1715  VERT ORDER      -  SECOND    CLASS 0
 LB1715
 LB1715.The horizontal coordinates were scaled from a map and have
 LB1715.an estimated accuracy of +/- 6 seconds.
 LB1715
 LB1715.The orthometric height was determined by differential leveling and
 LB1715.adjusted by the NATIONAL GEODETIC SURVEY
 LB1715.in June 1991.
 LB1715
 LB1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1715.GEOID18 height accuracy estimate available here.
 LB1715
 LB1715.Click photographs - Photos may exist for this station.
 LB1715
 LB1715.The dynamic height is computed by dividing the NAVD 88
 LB1715.geopotential number by the normal gravity value computed on the
 LB1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1715.degrees latitude (g = 980.6199 gals.).
 LB1715
 LB1715.The modeled gravity was interpolated from observed gravity values.
 LB1715
 LB1715;                    North         East    Units  Estimated Accuracy
 LB1715;SPC IN W     -   573,600.      897,570.      MT  (+/- 180 meters Scaled)
 LB1715
 LB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905738(NAD 83)
 LB1715
 LB1715                          SUPERSEDED SURVEY CONTROL
 LB1715
 LB1715  NGVD 29 (??/??/92)  190.16   (m)          623.9    (f) COMPUTED    2 0
 LB1715
 LB1715.Superseded values are not recommended for survey control.
 LB1715
 LB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1715.See file dsdata.pdf to determine how the superseded data were derived.
 LB1715
 LB1715_MARKER: DB = BENCH MARK DISK
 LB1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1715_SP_SET: BRIDGE
 LB1715_STAMPING: C 95 1946
 LB1715_MARK LOGO: CGS
 LB1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1715
 LB1715  HISTORY     - Date     Condition        Report By
 LB1715  HISTORY     - 1946     MONUMENTED       CGS
 LB1715
 LB1715                          STATION DESCRIPTION
 LB1715
 LB1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1715'0.1 MI NW FROM GREEN HILL.
 LB1715'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE MASONIC
 LB1715'BUILDING AT GREEN HILL, SET IN THE NORTHEAST CONCRETE WING WALL
 LB1715'OF A STEEL BRIDGE OVER LITTLE PINE CREEK, 10 FEET EAST OF THE
 LB1715'CENTER LINE OF THE ROAD, 2.2 FEET NORTHEAST OF AN IRON PIPE GUARD
 LB1715'RAIL, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 LB1715'C 95 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1716 ***********************************************************************
 LB1716  DESIGNATION -  C 95 RESET
 LB1716  PID         -  LB1716
 LB1716  STATE/COUNTY-  IN/WARREN
 LB1716  COUNTRY     -  US
 LB1716  USGS QUAD   -  OTTERBEIN (2019)
 LB1716
 LB1716                         *CURRENT SURVEY CONTROL
 LB1716  ______________________________________________________________________
 LB1716* NAD 83(1986) POSITION- 40 24 54.     (N) 087 06 43.     (W)   SCALED
 LB1716* NAVD 88 ORTHO HEIGHT -   188.69  (meters)      619.1   (feet) RESET
 LB1716  ______________________________________________________________________
 LB1716  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 LB1716  VERT ORDER      -  THIRD
 LB1716
 LB1716.The horizontal coordinates were scaled from a map and have
 LB1716.an estimated accuracy of +/- 6 seconds.
 LB1716
 LB1716.The orthometric height was computed from unverified reset data.
 LB1716
 LB1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1716.GEOID18 height accuracy estimate available here.
 LB1716
 LB1716.Click photographs - Photos may exist for this station.
 LB1716
 LB1716;                    North         East    Units  Estimated Accuracy
 LB1716;SPC IN W     -   573,600.      897,570.      MT  (+/- 180 meters Scaled)
 LB1716
 LB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905738(NAD 83)
 LB1716
 LB1716                          SUPERSEDED SURVEY CONTROL
 LB1716
 LB1716  NGVD 29 (??/??/??)  188.77   (m)          619.3    (f) RESET       3  
 LB1716
 LB1716.Superseded values are not recommended for survey control.
 LB1716
 LB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1716.See file dsdata.pdf to determine how the superseded data were derived.
 LB1716
 LB1716_MARKER: DB = BENCH MARK DISK
 LB1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1716_SP_SET: BRIDGE
 LB1716_STAMPING: C 95 RESET 1964
 LB1716_MARK LOGO: CGS
 LB1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1716
 LB1716  HISTORY     - Date     Condition        Report By
 LB1716  HISTORY     - 1964     MONUMENTED       INHD
 LB1716  HISTORY     - 1965     GOOD             CGS
 LB1716
 LB1716                          STATION DESCRIPTION
 LB1716
 LB1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LB1716'0.1 MI N FROM GREEN HILL.
 LB1716'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE MASONIC
 LB1716'BUILDING AT GREEN HILL, SET IN THE NORTHEAST CONCRETE WING WALL
 LB1716'OF A CONCRETE BRIDGE OVER LITTE PINE CREEK, 12.9 FEET EAST OF THE
 LB1716'CENTERLINE OF THE BRIDGE, 1.2 FEET NORTH OF A STEEL ANGLE GUARD
 LB1716'RAIL POST, AND LEVEL WITH THE BRIDGE ROADWAY CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1686 ***********************************************************************
 LB1686  DESIGNATION -  C 96
 LB1686  PID         -  LB1686
 LB1686  STATE/COUNTY-  IN/MONTGOMERY
 LB1686  COUNTRY     -  US
 LB1686  USGS QUAD   -  WINGATE (2019)
 LB1686
 LB1686                         *CURRENT SURVEY CONTROL
 LB1686  ______________________________________________________________________
 LB1686* NAD 83(1986) POSITION- 40 09 20.8    (N) 087 04 15.0    (W)   HD_HELD2
 LB1686* NAVD 88 ORTHO HEIGHT -   234.460 (meters)      769.22  (feet) ADJUSTED
 LB1686  ______________________________________________________________________
 LB1686  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 LB1686  DYNAMIC HEIGHT  -        234.337 (meters)      768.82  (feet) COMP
 LB1686  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LB1686
 LB1686  VERT ORDER      -  SECOND    CLASS 0
 LB1686
 LB1686.The horizontal coordinates were established by autonomous hand held GPS
 LB1686.observations and have an estimated accuracy of +/- 10 meters.
 LB1686
 LB1686.The orthometric height was determined by differential leveling and
 LB1686.adjusted by the NATIONAL GEODETIC SURVEY
 LB1686.in June 1991.
 LB1686
 LB1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1686.GEOID18 height accuracy estimate available here.
 LB1686
 LB1686.Click photographs - Photos may exist for this station.
 LB1686
 LB1686.The dynamic height is computed by dividing the NAVD 88
 LB1686.geopotential number by the normal gravity value computed on the
 LB1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1686.degrees latitude (g = 980.6199 gals.).
 LB1686
 LB1686.The modeled gravity was interpolated from observed gravity values.
 LB1686
 LB1686;                    North         East    Units  Estimated Accuracy
 LB1686;SPC IN W     -   544,814.      901,065.      MT  (+/- 10 meters HH2 GPS)
 LB1686
 LB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9396745049(NAD 83)
 LB1686
 LB1686                          SUPERSEDED SURVEY CONTROL
 LB1686
 LB1686  NGVD 29 (??/??/92)  234.538  (m)          769.48   (f) ADJ UNCH    2 0
 LB1686
 LB1686.Superseded values are not recommended for survey control.
 LB1686
 LB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1686.See file dsdata.pdf to determine how the superseded data were derived.
 LB1686
 LB1686_MARKER: DB = BENCH MARK DISK
 LB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1686_STAMPING: C 96 1946
 LB1686_MARK LOGO: CGS
 LB1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1686+STABILITY: SURFACE MOTION
 LB1686
 LB1686  HISTORY     - Date     Condition        Report By
 LB1686  HISTORY     - 1946     MONUMENTED       CGS
 LB1686
 LB1686                          STATION DESCRIPTION
 LB1686
 LB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1686'0.6 MI S FROM WINGATE.
 LB1686'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB1686'AT WINGATE, 40.5 FEET WEST AND ACROSS THE HIGHWAY FROM A 24 INCH
 LB1686'SQUARE CONCRETE FENCE POST, 22 FEET WEST OF THE CENTER LINE OF THE
 LB1686'HIGHWAY, 1 FOOT EAST OF A ROUND FENCE POST, 3 FEET NORTH OF A
 LB1686'POWER BRACE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LB1686'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C
 LB1686'96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB1686'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1722 ***********************************************************************
 LB1722  DESIGNATION -  C 97
 LB1722  PID         -  LB1722
 LB1722  STATE/COUNTY-  IN/WARREN
 LB1722  COUNTRY     -  US
 LB1722  USGS QUAD   -  OTTERBEIN (2019)
 LB1722
 LB1722                         *CURRENT SURVEY CONTROL
 LB1722  ______________________________________________________________________
 LB1722* NAD 83(1986) POSITION- 40 24 29.     (N) 087 07 18.     (W)   SCALED
 LB1722* NAVD 88 ORTHO HEIGHT -   201.360 (meters)      660.63  (feet) ADJUSTED
 LB1722  ______________________________________________________________________
 LB1722  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 LB1722  DYNAMIC HEIGHT  -        201.261 (meters)      660.30  (feet) COMP
 LB1722  MODELED GRAVITY -    980,129.2   (mgal)                       NAVD 88
 LB1722
 LB1722  VERT ORDER      -  SECOND    CLASS 0
 LB1722
 LB1722.The horizontal coordinates were scaled from a map and have
 LB1722.an estimated accuracy of +/- 6 seconds.
 LB1722
 LB1722.The orthometric height was determined by differential leveling and
 LB1722.adjusted by the NATIONAL GEODETIC SURVEY
 LB1722.in June 1991.
 LB1722
 LB1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1722.GEOID18 height accuracy estimate available here.
 LB1722
 LB1722.Click photographs - Photos may exist for this station.
 LB1722
 LB1722.The dynamic height is computed by dividing the NAVD 88
 LB1722.geopotential number by the normal gravity value computed on the
 LB1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1722.degrees latitude (g = 980.6199 gals.).
 LB1722
 LB1722.The modeled gravity was interpolated from observed gravity values.
 LB1722
 LB1722;                    North         East    Units  Estimated Accuracy
 LB1722;SPC IN W     -   572,830.      896,750.      MT  (+/- 180 meters Scaled)
 LB1722
 LB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK896730(NAD 83)
 LB1722
 LB1722                          SUPERSEDED SURVEY CONTROL
 LB1722
 LB1722  NGVD 29 (??/??/92)  201.435  (m)          660.87   (f) ADJ UNCH    2 0
 LB1722
 LB1722.Superseded values are not recommended for survey control.
 LB1722
 LB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1722.See file dsdata.pdf to determine how the superseded data were derived.
 LB1722
 LB1722_MARKER: DB = BENCH MARK DISK
 LB1722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1722_SP_SET: FENCE POST
 LB1722_STAMPING: C 97 1946
 LB1722_MARK LOGO: CGS
 LB1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1722
 LB1722  HISTORY     - Date     Condition        Report By
 LB1722  HISTORY     - 1946     MONUMENTED       CGS
 LB1722
 LB1722                          STATION DESCRIPTION
 LB1722
 LB1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1722'0.8 MI SW FROM GREEN HILL.
 LB1722'ABOUT 0.75 MILE SOUTHWEST ALONG A ROAD LEADING TO RAILSVILLE
 LB1722'VIA THE MOUND CEMETERY FROM THE MASONIC BUILDING AT GREEN HILL,
 LB1722'ABOUT 0.5 MILE SOUTHWEST OF THE SCHOOL BUILDING AT GREEN HILL,
 LB1722'SET IN THE NORTH FACE OF A 1 FOOT SQUARE CONCRETE FENCE POST,
 LB1722'AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO A CEMETERY,
 LB1722'22 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 20 FEET SOUTH
 LB1722'OF THE CENTER OF THE MAIN ROAD, AND 2.4 FEET ABOVE THE GROUND.
 LB1722'A STANDARD DISK, STAMPED C 97 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1509 ***********************************************************************
 LB1509  DESIGNATION -  C 98
 LB1509  PID         -  LB1509
 LB1509  STATE/COUNTY-  IN/BENTON
 LB1509  COUNTRY     -  US
 LB1509  USGS QUAD   -  PINE VILLAGE (2019)
 LB1509
 LB1509                         *CURRENT SURVEY CONTROL
 LB1509  ______________________________________________________________________
 LB1509* NAD 83(1986) POSITION- 40 29 29.     (N) 087 15 15.     (W)   SCALED
 LB1509* NAVD 88 ORTHO HEIGHT -   216.819 (meters)      711.35  (feet) ADJUSTED
 LB1509  ______________________________________________________________________
 LB1509  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 LB1509  DYNAMIC HEIGHT  -        216.712 (meters)      711.00  (feet) COMP
 LB1509  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 LB1509
 LB1509  VERT ORDER      -  SECOND    CLASS 0
 LB1509
 LB1509.The horizontal coordinates were scaled from a map and have
 LB1509.an estimated accuracy of +/- 6 seconds.
 LB1509
 LB1509.The orthometric height was determined by differential leveling and
 LB1509.adjusted by the NATIONAL GEODETIC SURVEY
 LB1509.in June 1991.
 LB1509
 LB1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1509.GEOID18 height accuracy estimate available here.
 LB1509
 LB1509.Click photographs - Photos may exist for this station.
 LB1509
 LB1509.The dynamic height is computed by dividing the NAVD 88
 LB1509.geopotential number by the normal gravity value computed on the
 LB1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1509.degrees latitude (g = 980.6199 gals.).
 LB1509
 LB1509.The modeled gravity was interpolated from observed gravity values.
 LB1509
 LB1509;                    North         East    Units  Estimated Accuracy
 LB1509;SPC IN W     -   582,090.      885,520.      MT  (+/- 180 meters Scaled)
 LB1509
 LB1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784823(NAD 83)
 LB1509
 LB1509                          SUPERSEDED SURVEY CONTROL
 LB1509
 LB1509  NGVD 29 (??/??/92)  216.883  (m)          711.56   (f) ADJ UNCH    2 0
 LB1509
 LB1509.Superseded values are not recommended for survey control.
 LB1509
 LB1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1509.See file dsdata.pdf to determine how the superseded data were derived.
 LB1509
 LB1509_MARKER: DB = BENCH MARK DISK
 LB1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1509_SP_SET: CULVERT HEADWALL
 LB1509_STAMPING: C 98 1946
 LB1509_MARK LOGO: CGS
 LB1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1509+STABILITY: SURFACE MOTION
 LB1509
 LB1509  HISTORY     - Date     Condition        Report By
 LB1509  HISTORY     - 1946     MONUMENTED       CGS
 LB1509
 LB1509                          STATION DESCRIPTION
 LB1509
 LB1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1509'2.2 MI S FROM OXFORD.
 LB1509'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE POST
 LB1509'OFFICE AT OXFORD, ABOUT 2.9 MILES NORTH OF THE POST OFFICE AT
 LB1509'PINE VILLAGE, WARREN COUNTY, ABOUT 0.1 MILE NORTH OF A GRAVEL
 LB1509'CROSS-ROAD, SET IN THE NORTH END OF THE EAST CONCRETE HEAD WALL
 LB1509'OF AN 8 FOOT CONCRETE CULVERT, 19 FEET EAST OF THE CENTER LINE
 LB1509'OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL,
 LB1509'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1509'C 98 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1556 ***********************************************************************
 LB1556  DESIGNATION -  C 99
 LB1556  PID         -  LB1556
 LB1556  STATE/COUNTY-  IN/WARREN
 LB1556  COUNTRY     -  US
 LB1556  USGS QUAD   -  PINE VILLAGE (2019)
 LB1556
 LB1556                         *CURRENT SURVEY CONTROL
 LB1556  ______________________________________________________________________
 LB1556* NAD 83(1986) POSITION- 40 25 10.     (N) 087 21 29.     (W)   SCALED
 LB1556* NAVD 88 ORTHO HEIGHT -   208.697 (meters)      684.70  (feet) ADJUSTED
 LB1556  ______________________________________________________________________
 LB1556  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 LB1556  DYNAMIC HEIGHT  -        208.593 (meters)      684.36  (feet) COMP
 LB1556  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 LB1556
 LB1556  VERT ORDER      -  SECOND    CLASS 0
 LB1556
 LB1556.The horizontal coordinates were scaled from a map and have
 LB1556.an estimated accuracy of +/- 6 seconds.
 LB1556
 LB1556.The orthometric height was determined by differential leveling and
 LB1556.adjusted by the NATIONAL GEODETIC SURVEY
 LB1556.in June 1991.
 LB1556
 LB1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1556.GEOID18 height accuracy estimate available here.
 LB1556
 LB1556.Click photographs - Photos may exist for this station.
 LB1556
 LB1556.The dynamic height is computed by dividing the NAVD 88
 LB1556.geopotential number by the normal gravity value computed on the
 LB1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1556.degrees latitude (g = 980.6199 gals.).
 LB1556
 LB1556.The modeled gravity was interpolated from observed gravity values.
 LB1556
 LB1556;                    North         East    Units  Estimated Accuracy
 LB1556;SPC IN W     -   574,130.      876,690.      MT  (+/- 180 meters Scaled)
 LB1556
 LB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK696743(NAD 83)
 LB1556
 LB1556                          SUPERSEDED SURVEY CONTROL
 LB1556
 LB1556  NGVD 29 (??/??/92)  208.750  (m)          684.87   (f) ADJ UNCH    2 0
 LB1556
 LB1556.Superseded values are not recommended for survey control.
 LB1556
 LB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1556.See file dsdata.pdf to determine how the superseded data were derived.
 LB1556
 LB1556_MARKER: DB = BENCH MARK DISK
 LB1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1556_SP_SET: CULVERT HEADWALL
 LB1556_STAMPING: C 99 1946
 LB1556_MARK LOGO: CGS
 LB1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1556+STABILITY: SURFACE MOTION
 LB1556
 LB1556  HISTORY     - Date     Condition        Report By
 LB1556  HISTORY     - 1946     MONUMENTED       CGS
 LB1556  HISTORY     - 1970     GOOD             NGS
 LB1556
 LB1556                          STATION DESCRIPTION
 LB1556
 LB1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1556'4.2 MI N FROM CARBONDALE.
 LB1556'4.2 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD AT
 LB1556'CARBONDALE, 0.55 MILE NORTH OF A CROSS ROAD, 0.25 MILE SOUTH OF
 LB1556'A LARGE FARM ON THE WEST SIDE OF THE HIGHWAY, SET IN THE SOUTH
 LB1556'END OF THE EAST HEAD WALL OF A 24 INCH CONCRETE CULVERT, 18
 LB1556'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT NORTH
 LB1556'OF THE SOUTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE
 LB1556'HIGHWAY.  NOTE-- THE MARK IS 1 FOOT NORTH OF A METAL WITNESS
 LB1556'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4007 ***********************************************************************
 DM4007  PACS        -  This is a Primary Airport Control Station.
 DM4007  DESIGNATION -  C62 A
 DM4007  PID         -  DM4007
 DM4007  STATE/COUNTY-  IN/NOBLE
 DM4007  COUNTRY     -  US
 DM4007  USGS QUAD   -  KENDALLVILLE (2019)
 DM4007
 DM4007                         *CURRENT SURVEY CONTROL
 DM4007  ______________________________________________________________________
 DM4007* NAD 83(2011) POSITION- 41 28 18.46271(N) 085 15 39.80637(W)   ADJUSTED
 DM4007* NAD 83(2011) ELLIP HT-   269.765 (meters)        (06/27/12)   ADJUSTED
 DM4007* NAD 83(2011) EPOCH   -  2010.00
 DM4007* NAVD 88 ORTHO HEIGHT -   302.892 (meters)      993.74  (feet) ADJUSTED
 DM4007  ______________________________________________________________________
 DM4007  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 DM4007  NAD 83(2011) X  -    395,420.703 (meters)                     COMP
 DM4007  NAD 83(2011) Y  - -4,769,893.310 (meters)                     COMP
 DM4007  NAD 83(2011) Z  -  4,202,004.282 (meters)                     COMP
 DM4007  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 DM4007  DYNAMIC HEIGHT  -        302.772 (meters)      993.34  (feet) COMP
 DM4007  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 DM4007
 DM4007  VERT ORDER      -  SECOND    CLASS I
 DM4007
 DM4007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4007  Standards:
 DM4007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4007  -------------------------------------------------------------------
 DM4007  NETWORK    0.42   1.22           0.19   0.15   0.62     -0.00885815
 DM4007  -------------------------------------------------------------------
 DM4007  Click here for local accuracies and other accuracy information.
 DM4007
 DM4007.This mark is at Kendallville Airport (C62)
 DM4007
 DM4007.The horizontal coordinates were established by GPS observations
 DM4007.and adjusted by the National Geodetic Survey in June 2012.
 DM4007
 DM4007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4007.been affixed to the stable North American tectonic plate. See 
 DM4007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4007
 DM4007.The horizontal coordinates are valid at the epoch date displayed above
 DM4007.which is a decimal equivalence of Year/Month/Day.
 DM4007
 DM4007.The orthometric height was determined by differential leveling and
 DM4007.adjusted by the NATIONAL GEODETIC SURVEY
 DM4007.in March 2022.
 DM4007
 DM4007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4007.GEOID18 height accuracy estimate available here.
 DM4007
 DM4007.Click photographs - Photos may exist for this station.
 DM4007
 DM4007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4007
 DM4007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4007
 DM4007.The ellipsoidal height was determined by GPS observations
 DM4007.and is referenced to NAD 83.
 DM4007
 DM4007.The dynamic height is computed by dividing the NAVD 88
 DM4007.geopotential number by the normal gravity value computed on the
 DM4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4007.degrees latitude (g = 980.6199 gals.).
 DM4007
 DM4007.The modeled gravity was interpolated from observed gravity values.
 DM4007
 DM4007. The following values were computed from the NAD 83(2011) position.
 DM4007
 DM4007;                    North         East     Units Scale Factor Converg.
 DM4007;SPC IN E     -   691,032.723   133,880.422   MT  0.99998079   +0 16 07.0
 DM4007;SPC IN E     - 2,267,163.19    439,239.35   sFT  0.99998079   +0 16 07.0
 DM4007;UTM  16      - 4,592,592.447   645,202.710   MT  0.99985947   +1 09 06.5
 DM4007
 DM4007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4007!SPC IN E     -   0.99995769  x   0.99998079  =   0.99993848
 DM4007!UTM  16      -   0.99995769  x   0.99985947  =   0.99981716
 DM4007
 DM4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4520292592(NAD 83)
 DM4007
 DM4007                          SUPERSEDED SURVEY CONTROL
 DM4007
 DM4007  NAD 83(2007)-  41 28 18.46287(N)    085 15 39.80705(W) AD(2002.00) B
 DM4007  ELLIP H (10/27/10)  269.771  (m)                       GP(2002.00) 1 1
 DM4007  NAVD 88 (10/27/10)  302.89   (m)  GEOID09  model used  GPS OBS        
 DM4007
 DM4007.Superseded values are not recommended for survey control.
 DM4007
 DM4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4007.See file dsdata.pdf to determine how the superseded data were derived.
 DM4007
 DM4007_MARKER: F = FLANGE-ENCASED ROD
 DM4007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4007_STAMPING: C62 A
 DM4007_MARK LOGO: WOOLPT
 DM4007_PROJECTION: RECESSED 10 CENTIMETERS
 DM4007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4007+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2019
 DM4007_ROD/PIPE-DEPTH: 10.7 meters
 DM4007_SLEEVE-DEPTH  : 1 meters
 DM4007
 DM4007  HISTORY     - Date     Condition        Report By
 DM4007  HISTORY     - 20090801 MONUMENTED       WOOLPT
 DM4007  HISTORY     - 20160420 GOOD             LFA
 DM4007  HISTORY     - 20191001 GOOD             INDOT
 DM4007
 DM4007                          STATION DESCRIPTION
 DM4007
 DM4007'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4007'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF
 DM4007'WOLCOTTVILLE, 6.4 MI (10.3 KM) WEST-NORTHWEST OF CORUNNA AND 2.1 MI
 DM4007'(3.4 KM) NORTH OF KENDALLVILLE.  LOCATED NEAR MIDFIELD OF THE
 DM4007'KENDALLVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KENDALLVILLE BOARD
 DM4007'OF AVIATION, 363 E AIRPORT ROAD, KENDALLVILLE, IN 46755.  PHONE
 DM4007'260.347.9260. PLEASE CALL AIRPORT MANAGER 24 HOURS IN ADVANCE TO GAIN
 DM4007'ACCESS TO THE CONTROL MARK.
 DM4007'
 DM4007'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 DM4007'HIGHWAY 3 IN THE CITY OF KENDALLVILLE GO NORTH 1.30 MI (2.1 KM) ON
 DM4007'HIGHWAY 3 TO THE JUNCTION OF HIGHWAY 3 WITH COUNTY ROAD 825N ON THE
 DM4007'RIGHT.  TURN RIGHT AND GO EAST 0.30 MI (0.5 KM) ON COUNTY ROAD 825N TO
 DM4007'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 0.05 MI
 DM4007'(0.1 KM) TO THE MAIN TERMINAL.  FROM THE TERMINAL PROCEED NORTH 0.05
 DM4007'MI (0.1 KM) TO THE PARALLEL TAXIWAY, TURN RIGHT AND GO EAST 0.2 MI
 DM4007'(0.3 KM) ON PARALLEL TAXIWAY TO THE STATION ON THE LEFT.  THE STATION
 DM4007'IS THE PUNCH-MARK ON THE TOP OF A 9/16-INCH (1.4 CM) STAINLESS STEEL
 DM4007'ROD DRIVEN TO A REFUSAL DEPTH OF 10.72 M (35.2 FT), THE ROD IS ENCASED
 DM4007'BY A 1 M (3.3 FT) LONG GREASED-FILLED PLASTIC FINNED SLEEVE WHICH IS
 DM4007'ENCASED BY A 16-INCH (41 CM) DIAMETER CONCRETE COLLAR FINISHED WITH A
 DM4007'STANDARD NATIONAL GEODETIC SURVEY ALUMINUM LOGO CAP STAMPED --C62 A--
 DM4007'SET FLUSH WITH GROUND AND ABOUT LEVEL WITH THE TAXIWAY.
 DM4007'
 DM4007'THE STATION IS 57.8 FT (17.6 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 DM4007'SOUTH WALL OF A BOX-CULVERT UNDER TAXIWAY, 59.8 FT (18.2 M) EAST OF
 DM4007'THE CENTERLINE OF NORTH-SOUTH TAXIWAY, 62.9 FT (19.2 M) NORTH OF THE
 DM4007'CENTERLINE OF EAST-WEST TAXIWAY AND APPROXIMATELY 297 FT (90.5 M)
 DM4007'SOUTH OF THE SOUTH EDGE OF RUNWAY.
 DM4007'
 DM4007'NOTE-THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DM4007'STATION.
 DM4007
 DM4007                          STATION RECOVERY (2016)
 DM4007
 DM4007'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 DM4007'PLEASE CALL AIRPORT MANAGER 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE
 DM4007'CONTROL MARK.  JOHN KLINE 260-349-0350.
 DM4007
 DM4007                          STATION RECOVERY (2019)
 DM4007
 DM4007'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DM4007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4040 ***********************************************************************
 DM4040  SACS        -  This is a Secondary Airport Control Station.
 DM4040  DESIGNATION -  C62 B
 DM4040  PID         -  DM4040
 DM4040  STATE/COUNTY-  IN/NOBLE
 DM4040  COUNTRY     -  US
 DM4040  USGS QUAD   -  KENDALLVILLE (2019)
 DM4040
 DM4040                         *CURRENT SURVEY CONTROL
 DM4040  ______________________________________________________________________
 DM4040* NAD 83(2011) POSITION- 41 28 19.37754(N) 085 16 06.01189(W)   ADJUSTED
 DM4040* NAD 83(2011) ELLIP HT-   271.072 (meters)        (06/27/12)   ADJUSTED
 DM4040* NAD 83(2011) EPOCH   -  2010.00
 DM4040* NAVD 88 ORTHO HEIGHT -   304.20  (meters)      998.0   (feet) GPS OBS
 DM4040  ______________________________________________________________________
 DM4040  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4040  GEOID HEIGHT    -        -33.116 (meters)                     GEOID09
 DM4040  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 DM4040  NAD 83(2011) X  -    394,813.233 (meters)                     COMP
 DM4040  NAD 83(2011) Y  - -4,769,925.857 (meters)                     COMP
 DM4040  NAD 83(2011) Z  -  4,202,026.295 (meters)                     COMP
 DM4040  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 DM4040
 DM4040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4040  Standards:
 DM4040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4040  -------------------------------------------------------------------
 DM4040  NETWORK    0.62   1.22           0.28   0.22   0.62     -0.06860453
 DM4040  -------------------------------------------------------------------
 DM4040  Click here for local accuracies and other accuracy information.
 DM4040
 DM4040.This mark is at Kendallville Airport (C62)
 DM4040
 DM4040.The horizontal coordinates were established by GPS observations
 DM4040.and adjusted by the National Geodetic Survey in June 2012.
 DM4040
 DM4040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4040.been affixed to the stable North American tectonic plate. See 
 DM4040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4040
 DM4040.The horizontal coordinates are valid at the epoch date displayed above
 DM4040.which is a decimal equivalence of Year/Month/Day.
 DM4040
 DM4040.The orthometric height was determined by GPS observations and a
 DM4040.high-resolution geoid model.
 DM4040
 DM4040.GPS derived orthometric heights for airport stations designated as
 DM4040.PACS or SACS are published to 2 decimal places.  This maintains
 DM4040.centimeter relative accuracy between the PACS and SACS.  It does
 DM4040.not indicate centimeter accuracy relative to other marks which are
 DM4040.part of the published vertical control network.
 DM4040
 DM4040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4040.GEOID18 height accuracy estimate available here.
 DM4040
 DM4040.Click photographs - Photos may exist for this station.
 DM4040
 DM4040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4040
 DM4040.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4040
 DM4040.The ellipsoidal height was determined by GPS observations
 DM4040.and is referenced to NAD 83.
 DM4040
 DM4040. The following values were computed from the NAD 83(2011) position.
 DM4040
 DM4040;                    North         East     Units Scale Factor Converg.
 DM4040;SPC IN E     -   691,058.120   133,272.252   MT  0.99998029   +0 15 49.7
 DM4040;SPC IN E     - 2,267,246.52    437,244.05   sFT  0.99998029   +0 15 49.7
 DM4040;UTM  16      - 4,592,608.465   644,594.296   MT  0.99985730   +1 08 49.2
 DM4040
 DM4040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4040!SPC IN E     -   0.99995748  x   0.99998029  =   0.99993777
 DM4040!UTM  16      -   0.99995748  x   0.99985730  =   0.99981479
 DM4040
 DM4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4459492608(NAD 83)
 DM4040
 DM4040                          SUPERSEDED SURVEY CONTROL
 DM4040
 DM4040  NAD 83(2007)-  41 28 19.37770(N)    085 16 06.01257(W) AD(2002.00) 1
 DM4040  ELLIP H (10/27/10)  271.078  (m)                       GP(2002.00) 4 2
 DM4040
 DM4040.Superseded values are not recommended for survey control.
 DM4040
 DM4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4040.See file dsdata.pdf to determine how the superseded data were derived.
 DM4040
 DM4040_MARKER: DD = SURVEY DISK
 DM4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4040_STAMPING: C62 B 2009
 DM4040_MARK LOGO: WOOLPT
 DM4040_PROJECTION: FLUSH
 DM4040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4040+STABILITY: SURFACE MOTION
 DM4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4040+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM4040
 DM4040  HISTORY     - Date     Condition        Report By
 DM4040  HISTORY     - 20090909 MONUMENTED       WOOLPT
 DM4040  HISTORY     - 20191001 MARK NOT FOUND   INDOT
 DM4040
 DM4040                          STATION DESCRIPTION
 DM4040
 DM4040'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4040'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DM4040'CORUNNA, 6.3 MI (10.1 KM) SOUTHEAST OF WOLCOTTVILLE AND 2.1 MI (3.4
 DM4040'KM) NORTH OF KENDALLVILLE.  LOCATED AT THE WEST END OF THE
 DM4040'KENDALLVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KENDALLVILLE BOARD
 DM4040'OF AVIATION, 363 E AIRPORT ROAD, KENDALLVILLE, IN 46755.  PHONE
 DM4040'260.347.9260.  PLEASE CALL AIRPORT MANAGER 24 HOURS IN ADVANCE TO GAIN
 DM4040'ACCESS TO THE CONTROL MARK.
 DM4040'
 DM4040'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 DM4040'HIGHWAY 3 IN THE CITY OF KENDALLVILLE GO NORTH 1.30 MI (2.1 KM) ON
 DM4040'HIGHWAY 3 TO THE JUNCTION OF HIGHWAY 3 WITH COUNTY ROAD 825N ON THE
 DM4040'RIGHT.  TURN RIGHT AND GO EAST 0.30 MI (0.5 KM) ON COUNTY ROAD 825N TO
 DM4040'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 0.05 MI
 DM4040'(0.1 KM) TO THE MAIN TERMINAL.  FROM THE TERMINAL PROCEED NORTHWEST,
 DM4040'CROSSING THE TARMAC, TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO WEST
 DM4040'0.25 MI (0.4 KM) ON TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION
 DM4040'IS A STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY MARK DISK
 DM4040'STAMPED --C62 B 2009-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER
 DM4040'5 FT (1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE GROUND AND ABOUT
 DM4040'LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4040'
 DM4040'THE STATION IS 99.2 FT (30.2 M) NORTH OF THE CENTERLINE OF EAST-WEST
 DM4040'TAXIWAY, 124.4 FT (37.9 M) EAST OF THE CENTERLINE OF NORTH-SOUTH
 DM4040'TAXIWAY AND 264 FT (80.5 M) SOUTH OF THE SOUTH EDGE OF RUNWAY.
 DM4040'
 DM4040'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4040'STATION.
 DM4040
 DM4040                          STATION RECOVERY (2019)
 DM4040
 DM4040'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DM4040'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4039 ***********************************************************************
 DM4039  SACS        -  This is a Secondary Airport Control Station.
 DM4039  DESIGNATION -  C62 C
 DM4039  PID         -  DM4039
 DM4039  STATE/COUNTY-  IN/NOBLE
 DM4039  COUNTRY     -  US
 DM4039  USGS QUAD   -  KENDALLVILLE (2019)
 DM4039
 DM4039                         *CURRENT SURVEY CONTROL
 DM4039  ______________________________________________________________________
 DM4039* NAD 83(2011) POSITION- 41 28 18.82618(N) 085 15 11.02842(W)   ADJUSTED
 DM4039* NAD 83(2011) ELLIP HT-   271.656 (meters)        (06/27/12)   ADJUSTED
 DM4039* NAD 83(2011) EPOCH   -  2010.00
 DM4039* NAVD 88 ORTHO HEIGHT -   304.77  (meters)      999.9   (feet) GPS OBS
 DM4039  ______________________________________________________________________
 DM4039  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4039  GEOID HEIGHT    -        -33.111 (meters)                     GEOID09
 DM4039  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 DM4039  NAD 83(2011) X  -    396,085.694 (meters)                     COMP
 DM4039  NAD 83(2011) Y  - -4,769,832.106 (meters)                     COMP
 DM4039  NAD 83(2011) Z  -  4,202,013.936 (meters)                     COMP
 DM4039  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DM4039
 DM4039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4039  Standards:
 DM4039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4039  -------------------------------------------------------------------
 DM4039  NETWORK    0.62   1.22           0.28   0.22   0.62     -0.03158944
 DM4039  -------------------------------------------------------------------
 DM4039  Click here for local accuracies and other accuracy information.
 DM4039
 DM4039.This mark is at Kendallville Airport (C62)
 DM4039
 DM4039.The horizontal coordinates were established by GPS observations
 DM4039.and adjusted by the National Geodetic Survey in June 2012.
 DM4039
 DM4039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4039.been affixed to the stable North American tectonic plate. See 
 DM4039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4039
 DM4039.The horizontal coordinates are valid at the epoch date displayed above
 DM4039.which is a decimal equivalence of Year/Month/Day.
 DM4039
 DM4039.The orthometric height was determined by GPS observations and a
 DM4039.high-resolution geoid model.
 DM4039
 DM4039.GPS derived orthometric heights for airport stations designated as
 DM4039.PACS or SACS are published to 2 decimal places.  This maintains
 DM4039.centimeter relative accuracy between the PACS and SACS.  It does
 DM4039.not indicate centimeter accuracy relative to other marks which are
 DM4039.part of the published vertical control network.
 DM4039
 DM4039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4039.GEOID18 height accuracy estimate available here.
 DM4039
 DM4039.Click photographs - Photos may exist for this station.
 DM4039
 DM4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4039
 DM4039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4039
 DM4039.The ellipsoidal height was determined by GPS observations
 DM4039.and is referenced to NAD 83.
 DM4039
 DM4039. The following values were computed from the NAD 83(2011) position.
 DM4039
 DM4039;                    North         East     Units Scale Factor Converg.
 DM4039;SPC IN E     -   691,047.098   134,548.096   MT  0.99998135   +0 16 26.1
 DM4039;SPC IN E     - 2,267,210.35    441,429.88   sFT  0.99998135   +0 16 26.1
 DM4039;UTM  16      - 4,592,617.109   645,870.003   MT  0.99986186   +1 09 25.6
 DM4039
 DM4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4039!SPC IN E     -   0.99995739  x   0.99998135  =   0.99993874
 DM4039!UTM  16      -   0.99995739  x   0.99986186  =   0.99981926
 DM4039
 DM4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4587092617(NAD 83)
 DM4039
 DM4039                          SUPERSEDED SURVEY CONTROL
 DM4039
 DM4039  NAD 83(2007)-  41 28 18.82635(N)    085 15 11.02910(W) AD(2002.00) 1
 DM4039  ELLIP H (10/27/10)  271.662  (m)                       GP(2002.00) 4 2
 DM4039
 DM4039.Superseded values are not recommended for survey control.
 DM4039
 DM4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4039.See file dsdata.pdf to determine how the superseded data were derived.
 DM4039
 DM4039_MARKER: DD = SURVEY DISK
 DM4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4039_STAMPING: C62 C 2009
 DM4039_MARK LOGO: WOOLPT
 DM4039_PROJECTION: FLUSH
 DM4039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4039+STABILITY: SURFACE MOTION
 DM4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4039+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM4039
 DM4039  HISTORY     - Date     Condition        Report By
 DM4039  HISTORY     - 20090909 MONUMENTED       WOOLPT
 DM4039  HISTORY     - 20191001 MARK NOT FOUND   INDOT
 DM4039
 DM4039                          STATION DESCRIPTION
 DM4039
 DM4039'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4039'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF
 DM4039'WOLCOTTVILLE, 6.0 MI (9.7 KM) WEST-NORTHWEST OF CORUNNA AND 2.2 MI
 DM4039'(3.5 KM) NORTH-NORTHEAST OF KENDALLVILLE.  LOCATED AT THE EAST END OF
 DM4039'THE KENDALLVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KENDALLVILLE
 DM4039'BOARD OF AVIATION, 363 E AIRPORT ROAD, KENDALLVILLE, IN 46755.  PHONE
 DM4039'260.347.9260.  PLEASE CALL 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE
 DM4039'CONTROL MARK.
 DM4039'
 DM4039'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 DM4039'HIGHWAY 3 IN THE CITY OF KENDALLVILLE GO NORTH 1.30 MI (2.1 KM) ON
 DM4039'HIGHWAY 3 TO THE JUNCTION OF HIGHWAY 3 WITH COUNTY ROAD 825N ON THE
 DM4039'RIGHT.  TURN RIGHT AND GO EAST 0.30 MI (0.5 KM) ON COUNTY ROAD 825N TO
 DM4039'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 0.05 MI
 DM4039'(0.1 KM) TO THE MAIN TERMINAL.  FROM THE TERMINAL PROCEED NORTH,
 DM4039'CROSSING THE TARMAC, TO THE PARALLEL TAXIWAY.  TURN RIGHT AND GO EAST
 DM4039'0.55 MI (0.9 KM) ON TAXIWAY TO THE STATION ON THE LEFT.  THE STATION
 DM4039'IS A STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY MARK DISK
 DM4039'STAMPED --C62 C 2009--, SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER
 DM4039'5 FT (1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE GROUND AND ABOUT
 DM4039'LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4039'
 DM4039'THE STATION IS 19.9 FT (6.1 M) SOUTH OF THE SOUTH EDGE OF THE RUN-UP
 DM4039'AREA PAVEMENT, 21.4 FT (6.5 M) SOUTHEAST OF THE SOUTHWEST CORNER OF
 DM4039'RUN-UP AREA PAVEMENT AND 55.3 FT (16.9 M) WEST OF THE CENTERLINE OF
 DM4039'TAXIWAY.
 DM4039'
 DM4039'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4039'STATION.
 DM4039
 DM4039                          STATION RECOVERY (2019)
 DM4039
 DM4039'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DM4039'NOTE- A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH2913 ***********************************************************************
 DH2913  DESIGNATION -  CABIN CORPS OF DISCOVERY
 DH2913  PID         -  DH2913
 DH2913  STATE/COUNTY-  IN/CLARK
 DH2913  COUNTRY     -  US
 DH2913  USGS QUAD   -  NEW ALBANY (2019)
 DH2913
 DH2913                         *CURRENT SURVEY CONTROL
 DH2913  ______________________________________________________________________
 DH2913* NAD 83(2011) POSITION- 38 17 14.62513(N) 085 46 36.71001(W)   NO CHECK
 DH2913* NAD 83(2011) ELLIP HT-    98.329 (meters)        (06/27/12)   NO CHECK
 DH2913* NAD 83(2011) EPOCH   -  2010.00
 DH2913* NAVD 88 ORTHO HEIGHT -   131.7   (meters)      432.    (feet) GPS OBS
 DH2913  ______________________________________________________________________
 DH2913  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH2913  GEOID HEIGHT    -        -33.330 (meters)                     GEOID03
 DH2913  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 DH2913  NAD 83(2011) X  -    369,147.401 (meters)                     COMP
 DH2913  NAD 83(2011) Y  - -4,999,192.845 (meters)                     COMP
 DH2913  NAD 83(2011) Z  -  3,930,593.634 (meters)                     COMP
 DH2913  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 DH2913
 DH2913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH2913  Standards:
 DH2913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH2913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH2913  -------------------------------------------------------------------
 DH2913  NETWORK    1.47   2.25           0.63   0.52   1.15     -0.47163260
 DH2913  -------------------------------------------------------------------
 DH2913  Click here for local accuracies and other accuracy information.
 DH2913
 DH2913.The horizontal coordinates were established by GPS observations
 DH2913.and adjusted by the National Geodetic Survey in June 2012.
 DH2913
 DH2913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH2913.been affixed to the stable North American tectonic plate. See 
 DH2913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH2913
 DH2913.The horizontal coordinates are valid at the epoch date displayed above
 DH2913.which is a decimal equivalence of Year/Month/Day.
 DH2913
 DH2913.No horizontal observational check was made to the station.
 DH2913
 DH2913.The orthometric height was determined by GPS observations and a
 DH2913.high-resolution geoid model.
 DH2913
 DH2913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2913.GEOID18 height accuracy estimate available here.
 DH2913
 DH2913.Click photographs - Photos may exist for this station.
 DH2913
 DH2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2913
 DH2913.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH2913
 DH2913.The ellipsoidal height was determined by GPS observations
 DH2913.and is referenced to NAD 83.
 DH2913
 DH2913. The following values were computed from the NAD 83(2011) position.
 DH2913
 DH2913;                    North         East     Units Scale Factor Converg.
 DH2913;SPC IN E     -   337,399.419    90,359.321   MT  0.99996781   -0 04 05.8
 DH2913;SPC IN E     - 1,106,951.26    296,453.87   sFT  0.99996781   -0 04 05.8
 DH2913;UTM  16      - 4,238,410.485   606,969.542   MT  0.99974092   +0 45 28.6
 DH2913
 DH2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2913!SPC IN E     -   0.99998457  x   0.99996781  =   0.99995238
 DH2913!UTM  16      -   0.99998457  x   0.99974092  =   0.99972550
 DH2913
 DH2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0696938410(NAD 83)
 DH2913
 DH2913                          SUPERSEDED SURVEY CONTROL
 DH2913
 DH2913  NAD 83(2007)-  38 17 14.62520(N)    085 46 36.71077(W) AD(2002.00) 0
 DH2913  ELLIP H (02/10/07)   98.352  (m)                       GP(2002.00)    
 DH2913  NAD 83(1997)-  38 17 14.62546(N)    085 46 36.71093(W) AD(       ) B
 DH2913  ELLIP H (05/04/05)   98.360  (m)                       GP(       ) 4 2
 DH2913
 DH2913.Superseded values are not recommended for survey control.
 DH2913
 DH2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2913.See file dsdata.pdf to determine how the superseded data were derived.
 DH2913
 DH2913_MARKER: DD = SURVEY DISK
 DH2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2913_STAMPING: CORPS OF DISCOVERY II
 DH2913_MARK LOGO: NGS
 DH2913_PROJECTION: FLUSH
 DH2913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2913+STABILITY: SURFACE MOTION
 DH2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2913+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2011
 DH2913
 DH2913  HISTORY     - Date     Condition        Report By
 DH2913  HISTORY     - 20011105 MONUMENTED       INDNR
 DH2913  HISTORY     - 20100424 GOOD             GEOCAC
 DH2913  HISTORY     - 20111226 GOOD             GEOCAC
 DH2913
 DH2913                          STATION DESCRIPTION
 DH2913
 DH2913'DESCRIBED BY IN DEPT OF NAT RES 2001 (JRM)
 DH2913'THE STATION IS SITUATED IN CLARKSVILLE, INDIANA AT THE FALLS OF THE
 DH2913'OHIO STATE PARK, ABOUT 9.7 MILES NORTH-NORTHWEST OF LOUISVILLE
 DH2913'INTERNATIONAL AIRPORT.
 DH2913'
 DH2913'TO REACH STATION CLARK'S CABIN FROM INTERSTATE HIGHWAY 65 AND
 DH2913'STANSIFER AVENUE IN CLARKSVILLE, INDIANA.  FROM THE NORTH BOUND I-65,
 DH2913'TAKE EXIT 0, HIGHWAY 31-62  AND PROCEED NORTH TO STANSIFER AVENUE.
 DH2913'TURN LEFT ON STANSIFER AVENUE.  FROM I-65 SOUTH BOUND TAKE FRONTAGE
 DH2913'ROAD EXIT, HIGHWAY 31-62 AND PROCEED SOUTH TO STANSIFER AVENUE AND
 DH2913'TURN RIGHT. PROCEED WEST ALONG STANSIFER AVENUE, 0.35 MILES TO SOUTH
 DH2913'CLARK BOULEVARD, TURN RIGHT ON SOUTH CLARK BOULEVARD AND PROCEED
 DH2913'NORTHWEST 0.15 MILE TO HARRISON AVENUE, TURN LEFT ON HARRISON AVENUE
 DH2913'AND PROCEED WEST, 0.75 MILE TO ENTRANCE TO GEORGE ROGERS CLARK'S CABIN
 DH2913'AND BOAT RAMP ON LEFT, TURN LEFT INTO ENTRANCE AND THEN TURN LEFT
 DH2913'AGAIN INTO PARKING LOT TO CABIN, PROCEED 50 METERS 160 FEET TO EAST
 DH2913'END OF PARKING LOT AND STATION IN A SMALL PLANTING BED AT SOUTHEAST
 DH2913'CORNER OF PARKING AREA.
 DH2913'
 DH2913'THE STATION IS A 4 INCH CORPS OF DISCOVERY DISK SET IN A 12 INCH
 DH2913'CONCRETE MONUMENT, FLUSH WITH THE PLANTING BED AND ABOUT 1 FOOT HIGHER
 DH2913'THAN THE PARKING AREA AND CONCRETE WALK.  THE STATION IS 3.7 FEET
 DH2913'SOUTHERLY FROM A LEWIS AND CLARK EXPEDITION COMMEMORATIVE SIGN AND 5
 DH2913'FEET NORTH OF CONCRETE WALK TO CLARK'S CABIN AND 13 FEET WEST OF THE
 DH2913'NORTH END OF A METAL DRAINAGE PIPE UNDER THE WALK.
 DH2913
 DH2913                          STATION RECOVERY (2010)
 DH2913
 DH2913'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 DH2913'RECOVERED IN GOOD CONDITION.
 DH2913
 DH2913                          STATION RECOVERY (2011)
 DH2913
 DH2913'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 DH2913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2049 ***********************************************************************
 JA2049  DESIGNATION -  CALLAHAN
 JA2049  PID         -  JA2049
 JA2049  STATE/COUNTY-  IN/POSEY
 JA2049  COUNTRY     -  US
 JA2049  USGS QUAD   -  POSEYVILLE (2019)
 JA2049
 JA2049                         *CURRENT SURVEY CONTROL
 JA2049  ______________________________________________________________________
 JA2049* NAD 83(1997) POSITION- 38 08 37.81698(N) 087 51 31.83367(W)   ADJUSTED
 JA2049* NAVD 88 ORTHO HEIGHT -   169.    (meters)      554.    (feet) SCALED
 JA2049  ______________________________________________________________________
 JA2049  GEOID HEIGHT    -        -30.935 (meters)                     GEOID18
 JA2049  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 JA2049  HORZ ORDER      -  SECOND
 JA2049
 JA2049.The horizontal coordinates were established by classical geodetic methods
 JA2049.and adjusted by the National Geodetic Survey in May 1999.
 JA2049
 JA2049.The orthometric height was scaled from a topographic map.
 JA2049
 JA2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2049.GEOID18 height accuracy estimate available here.
 JA2049
 JA2049.Click photographs - Photos may exist for this station.
 JA2049
 JA2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2049
 JA2049. The following values were computed from the NAD 83(1997) position.
 JA2049
 JA2049;                    North         East     Units Scale Factor Converg.
 JA2049;SPC IN W     -   321,743.367   832,020.131   MT  1.00002356   -0 28 44.4
 JA2049;SPC IN W     - 1,055,586.36  2,729,719.38   sFT  1.00002356   -0 28 44.4
 JA2049;UTM  16      - 4,222,122.733   424,742.749   MT  0.99966975   -0 31 49.7
 JA2049
 JA2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2049!SPC IN W     -   0.99997836  x   1.00002356  =   1.00000192
 JA2049!UTM  16      -   0.99997836  x   0.99966975  =   0.99964811
 JA2049
 JA2049:                Primary Azimuth Mark                     Grid Az
 JA2049:SPC IN W     -  CALLAHAN AZ MK                           020 30 58.2
 JA2049:UTM  16      -  CALLAHAN AZ MK                           020 34 03.5
 JA2049
 JA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2474222122(NAD 83)
 JA2049
 JA2049|---------------------------------------------------------------------|
 JA2049| PID    Reference Object                     Distance      Geod. Az  |
 JA2049|                                                           dddmmss.s |
 JA2049| CG7351 CALLAHAN RM 2                        20.273 METERS 00015     |
 JA2049| CG7349 CALLAHAN AZ MK                                     0200213.8 |
 JA2049| JA2052 POSEYVILLE MUNICIPAL TANK           APPROX. 7.5 KM 0654441.3 |
 JA2049| CG7350 CALLAHAN RM 1                        27.011 METERS 12454     |
 JA2049| JA2057 NEW HARMONY MUNICIPAL TANK          APPROX. 6.5 KM 2550328.2 |
 JA2049|---------------------------------------------------------------------|
 JA2049
 JA2049                          SUPERSEDED SURVEY CONTROL
 JA2049
 JA2049  NAD 83(1993)-  38 08 37.82415(N)    087 51 31.83197(W) AD(       ) 2
 JA2049  NAD 83(1986)-  38 08 37.82688(N)    087 51 31.83421(W) AD(       ) 2
 JA2049  NAD 27      -  38 08 37.66205(N)    087 51 31.73290(W) AD(       ) 2
 JA2049
 JA2049.Superseded values are not recommended for survey control.
 JA2049
 JA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2049.See file dsdata.pdf to determine how the superseded data were derived.
 JA2049
 JA2049_MARKER: DS = TRIANGULATION STATION DISK
 JA2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2049_STAMPING: CALLAHAN 1967
 JA2049_MARK LOGO: CGS
 JA2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2049+STABILITY: SURFACE MOTION
 JA2049
 JA2049  HISTORY     - Date     Condition        Report By
 JA2049  HISTORY     - 1967     MONUMENTED       CGS
 JA2049
 JA2049                          STATION DESCRIPTION
 JA2049
 JA2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2049'STATION IS LOCATED ABOUT 19.5 MILES NORTHWEST OF EVANSVILLE, 14 MILES
 JA2049'NORTH-NORTHEAST OF MT VERNON, 4.5 MILES SOUTHWEST OF POSEYVILLE, 4.5
 JA2049'MILES EAST-NORTHEAST OF NEW HARMONY, ON EAST SIDE OF A SMALL UNKEPT
 JA2049'CEMETERY AND ON PROPERTY OWNED BY BAILEY FARMS.
 JA2049'
 JA2049'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460, STATE HIGHWAYS 66 AND
 JA2049'69 IN NEW HARMONY, GO EAST ON U S HIGHWAY 460 AND STATE HIGHWAY 66 FOR
 JA2049'1.6 MILES TO THE JUNCTION OF STATE HIGHWAY 68, TURN LEFT AND GO
 JA2049'NORTHEASTERLY ON STATE HIGHWAY 68 FOR 1.85 MILES TO A RAILROAD
 JA2049'CROSSING, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 68 FOR 0.55 MILE TO
 JA2049'A SIDE ROAD RIGHT (230 E)  (TO REACH THE AZIMUTH MARK FROM HERE
 JA2049'CONTINUE EASTERLY ON STATE HIGHWAY 68 FOR 0.85 MILE TO MARK ON LEFT AS
 JA2049'DESCRIBED.) TURN RIGHT AND GO SOUTH AND EAST ON SURFACED ROAD FOR 0.75
 JA2049'MILE TO A TWO STORY HOUSE ON LEFT JUST AFTER PASSING SOME RED BARNS ON
 JA2049'RIGHT, CONTINUE EAST, THENCE SOUTH ON SURFACED ROAD FOR 0.1 MILE TO
 JA2049'CEMETERY ON LEFT AND STATION AS DESCRIBED.
 JA2049'
 JA2049'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2049'
 JA2049'STATION MARK, STAMPED CALLAHAN 1967, IS SET FLUSH WITH GROUND.  IT IS
 JA2049'68 FEET SOUTHEAST OF NORTHEAST CORNER OF CEMETERY, 26 FEET SOUTHEAST
 JA2049'OF A 24-INCH CEDAR TREE AND 21 FEET NORTHEAST OF THE SOUTHEAST CORNER
 JA2049'OF CEMETERY.
 JA2049'
 JA2049'RM 1, STAMPED CALLAHAN NO 1 1967, IS SET FLUSH WITH GROUND.  IT IS 99
 JA2049'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CEMETERY, 1.9 FEET
 JA2049'WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF FENCE.
 JA2049'
 JA2049'RM 2, STAMPED CALLAHAN NO 2 1967, IS SET 2 INCHES BELOW THE SURFACE OF
 JA2049'GROUND.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND 1.3 FEET
 JA2049'SOUTHEAST OF THE NORTHEAST CORNER OF CEMETERY.
 JA2049'
 JA2049'AZIMUTH MARK, STAMPED CALLAHAN 1967, PROJECTS ABOUT 4 INCHES.  IT IS
 JA2049'23.5 FEET NORTH OF CENTER OF STATE HIGHWAY 68, 2.5 FEET EAST OF
 JA2049'TELEPHONE POLE NUMBER 68 AND 1.6 FEET SOUTHEAST OF A METAL WITNESS
 JA2049'POST.
 JA2049'
 JA2049'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1987 ***********************************************************************
 KA1987  DESIGNATION -  CALVARY RESET
 KA1987  PID         -  KA1987
 KA1987  STATE/COUNTY-  IN/GREENE
 KA1987  COUNTRY     -  US
 KA1987  USGS QUAD   -  SOLSBERRY (2019)
 KA1987
 KA1987                         *CURRENT SURVEY CONTROL
 KA1987  ______________________________________________________________________
 KA1987* NAD 83(1997) POSITION- 39 04 42.16109(N) 086 48 53.08353(W)   ADJUSTED
 KA1987* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 KA1987  ______________________________________________________________________
 KA1987  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KA1987  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 KA1987  HORZ ORDER      -  FIRST
 KA1987
 KA1987.The horizontal coordinates were established by classical geodetic methods
 KA1987.and adjusted by the National Geodetic Survey in May 1999.
 KA1987
 KA1987.The orthometric height was scaled from a topographic map.
 KA1987
 KA1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1987.GEOID18 height accuracy estimate available here.
 KA1987
 KA1987.Click photographs - Photos may exist for this station.
 KA1987
 KA1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1987
 KA1987. The following values were computed from the NAD 83(1997) position.
 KA1987
 KA1987;                    North         East     Units Scale Factor Converg.
 KA1987;SPC IN W     -   425,231.580   923,240.356   MT  0.99997331   +0 10 09.5
 KA1987;SPC IN W     - 1,395,113.94  3,028,997.73   sFT  0.99997331   +0 10 09.5
 KA1987;UTM  16      - 4,325,490.672   516,023.811   MT  0.99960316   +0 07 00.4
 KA1987
 KA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1987!SPC IN W     -   0.99996471  x   0.99997331  =   0.99993802
 KA1987!UTM  16      -   0.99996471  x   0.99960316  =   0.99956788
 KA1987
 KA1987:                Primary Azimuth Mark                     Grid Az
 KA1987:SPC IN W     -  CALVARY AZ MK                            101 02 42.1
 KA1987:UTM  16      -  CALVARY AZ MK                            101 05 51.2
 KA1987
 KA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1602325490(NAD 83)
 KA1987
 KA1987|---------------------------------------------------------------------|
 KA1987| PID    Reference Object                     Distance      Geod. Az  |
 KA1987|                                                           dddmmss.s |
 KA1987| CC8370 CALVARY AZ MK                                      1011251.6 |
 KA1987| CC8372 CALVARY RM 2                         49.009 METERS 24722     |
 KA1987| CC8371 CALVARY RM 1                         46.643 METERS 34405     |
 KA1987|---------------------------------------------------------------------|
 KA1987
 KA1987                          SUPERSEDED SURVEY CONTROL
 KA1987
 KA1987  NAD 83(1986)-  39 04 42.16625(N)    086 48 53.08151(W) AD(       ) 1
 KA1987  NAD 27      -  39 04 42.00200(N)    086 48 53.06200(W) AD(       ) 1
 KA1987  USSD        -  39 04 42.13300(N)    086 48 52.91300(W) AD(       ) 3
 KA1987
 KA1987.Superseded values are not recommended for survey control.
 KA1987
 KA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1987.See file dsdata.pdf to determine how the superseded data were derived.
 KA1987
 KA1987_MARKER: DS = TRIANGULATION STATION DISK
 KA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1987_STAMPING: CALVARY 1886 1934
 KA1987_MARK LOGO: CGS
 KA1987_PROJECTION: RECESSED 30 CENTIMETERS
 KA1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1987+STABILITY: SURFACE MOTION
 KA1987
 KA1987  HISTORY     - Date     Condition        Report By
 KA1987  HISTORY     - 1886     MONUMENTED       CGS
 KA1987  HISTORY     - 1934     GOOD             CGS
 KA1987  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KA1987  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KA1987  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KA1987  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KA1987
 KA1987                          STATION DESCRIPTION
 KA1987
 KA1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (GAF)
 KA1987'IN THE EXTREME NORTHWEST CORNER OF CENTER TOWNSHIP ABOUT 10 MILES
 KA1987'EAST OF WORTHINGTON AND ABOUT THE SAME DISTANCE NORTHEAST OF
 KA1987'BLOOMFIELD IN THE NE 1/4 NE 1/4 SEC. 2, T. 7 N., R. 4 W., ON THE
 KA1987'HIGHEST POINT OF A HIGH HILL ON LAND OWNED BY WESTLEY GASTON
 KA1987'WHO LIVES ABOUT ONE-FOURTH MILE NORTHEAST OF THE STATION. THE STATION
 KA1987'IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES SQUARE
 KA1987'AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND G.S. THE
 KA1987'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6
 KA1987'INCHES LONG MARKED WITH THE RAISED LETTERS U.S.C.S. THE THREE
 KA1987'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES LONG.
 KA1987'THE REFERENCE MARKS ARE NEAR THE FENCE LINE ON THE NORTH SIDE
 KA1987'OF THE ROAD SOUTH OF THE STATION AND ARE AT THE FOLLOWING DISTANCES
 KA1987'AND MAGNETIC BEARINGS FROM THE STATION, ON THE LINE BETWEEN
 KA1987'SECTIONS 1 AND 2, 209.5 METERS S. 62 DEG 18 MIN E., IN RANGE WITH A
 KA1987'LARGE TREE ON THE OPPOSITE SIDE OF THE ROAD, 107.7 METERS S. 1
 KA1987'DEG. 20 MIN E., AND 143.3 METERS S. 30 DEG. 30 MIN W.
 KA1987
 KA1987                          STATION RECOVERY (1934)
 KA1987
 KA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 KA1987'STATION MARK WAS FOUND AS DESCRIBED, BUT ALL REFERENCE MARKS WERE
 KA1987'DESTROYED. THREE REFERENCE MARKS WERE ESTABLISHED.  PRESENT
 KA1987'STATION AND REFERENCE MARKS ARE STAMPED 1934. STATION IS LOCATED
 KA1987'ABOUT 11 MILES EAST OF BLOOMFIELD, 3 MILES WEST OF SOLSBERRY ON
 KA1987'TOP OF WHAT IS KNOWN LOCALLY AS SIGNAL HILL, ON PROPERTY OF MRS. JOHN
 KA1987'TBAKER. STATION IS IN CENTER OF UNCULTIVATED FIELD 12 INCHES
 KA1987'BELOW THE SURFACE.
 KA1987'
 KA1987'TO REACH STATION FROM BLOOMFIELD, GO EAST ON STATE HIGHWAY 54 TO ITS
 KA1987'JUNCTION WITH STATE HIGHWAY 43 ABOUT 11-3/4 MILES. TURN LEFT
 KA1987'ON STATE HIGHWAY 43 AND GO 4 MILES TO THE VILLAGE OF SOLSBERRY, TURN
 KA1987'LEFT ONTO GRAVEL ROAD AT MAIN CROSS ROAD IN SOLSBERRY, FOLLOW
 KA1987'THIS MAIN GRAVEL ROAD FOR 3.6 MILES TO SIGNAL HILL ON THE RIGHT. THIS
 KA1987'POINT IS MUCH HIGHER THAN SURROUNDING COUNTRY AND VERY
 KA1987'NOTICEABLE.
 KA1987'
 KA1987'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST STATION ALONG RIDGE. IT IS
 KA1987'SET FLUSH WITH GROUND IN THE FIELD AND IS ABOUT 130 FEET FROM
 KA1987'STATION.
 KA1987'
 KA1987'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF AND LOWER THAN STATION. IT
 KA1987'IS ABOUT 150 FEET FROM STATION, AND 15 FEET SOUTH OF A DITCH
 KA1987'RUNNING FROM THIS MARK WEST TO A WOOD.
 KA1987'
 KA1987'AZIMUTH MARK WAS SET 0.6 MILE EAST OF STATION ON THE SOUTH SIDE OF
 KA1987'AND WHERE THE ROAD MADE A SHARP TURN TO THE NORTH.  IT IS ABOUT 20
 KA1987'FEET FROM THE CENTER LINE OF THIS MAIN GRAVEL ROAD.
 KA1987'
 KA1987'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY. A 100-FOOT LIGHT
 KA1987'STAND WAS USED.
 KA1987
 KA1987                          STATION RECOVERY (1935)
 KA1987
 KA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 KA1987'ONE OF THE ORIGINAL REFERENCE STONES, 107.7 METERS S 1 DEG 20 MIN
 KA1987'E, FOUND LOOSE ON THE GROUND AT OR NEAR ITS LOCATION, RE-SET
 KA1987'1935, OTHER STONES NOT RECOVERED. OTHER DETAILS OF THE DESCRIPTION
 KA1987'APPLY.
 KA1987'
 KA1987'TO REACH FROM BLOOMFIELD, TAKE STATE HIGHWAY 54 EAST 5.4 MILES, THEN
 KA1987'NORTH OVER WINDING STONE ROAD 3.5 MILES TO A T-INTERSECTION
 KA1987'ABOUT 0.2 MILE NORTH OF AN OVERHEAD RAILROAD CROSSING, THEN EAST 0.3
 KA1987'MILE, THEN NORTH 120 YARDS FROM ROAD FENCE TO TOP OF HILL AND
 KA1987'190 YARDS WEST OF THE FENCE ON THE SECTION LINE. THIS IS ALSO REACHED
 KA1987'FROM STATE HIGHWAY 43 VIA STONE ROAD FROM SOLSBERRY GOING
 KA1987'3.5 MILES WEST.
 KA1987'
 KA1987'THIS STATION WAS OCCUPIED AND RE-MARKED IN 1934.
 KA1987
 KA1987                          STATION RECOVERY (1935)
 KA1987
 KA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1987'THE RECOVERY NOTES BY M.A. HECHT ARE OF LITTLE OR NO VALUE AS AID FOR
 KA1987'RECOVERING THE STATION MARK. IN 1934 THE HECHT PARTY RECOVERED
 KA1987'AND RE-MARKED THE STATION AS STATED ABOVE. THE OLD MARK PROJECTED
 KA1987'ABOVE THE SURFACE FOR 48 YEARS. THE NEW MARK WAS PLACED 6 INCHES
 KA1987'BELOW THE SURFACE. TWO REFERENCE MARKS, NOS. 1 AND 2 AND AZIMUTH MARK
 KA1987'WERE SET. THE DIRECTION AND DISTANCE FROM THE STATION TO THE
 KA1987'NEW REFERENCE AND AZIMUTH MARKS WAS ESTIMATED, NOT MEASURED OR
 KA1987'OBSERVED. ALL MARKS STAMPED CALVARY 1934. THE STATION AND
 KA1987'REFERENCE MARKS NOS. 1 AND 2 ARE ALL IN THE SAME CULTIVATED CORN
 KA1987'FIELD. REFERENCE MARK NO. 1 AS GIVEN BY HECHT NORTH-NORTHWEST OF
 KA1987'STATION ABOUT 130 FEET IS 152.58 FEET N. 18 DEG W. MAG. REFERENCE
 KA1987'MARK NO. 2 AS GIVEN BY HECHT 150 FEET WEST-SOUTHWEST OF THE STATION
 KA1987'IS 160.82 FEET W. 26 DEGS. MAG FROM THE STATION . THE STATION
 KA1987'MARK WAS FOUND 6 INCHES BELOW THE SURFACE INSTEAD OF 12 INCHES AS
 KA1987'GIVEN BY HECHT. NO MENTION MADE BY HECHT OF THE UNDERGROUND
 KA1987'MARK. THE DESCRIPTION BY HECHT SHOULD BE CORRECTED OR DISCARDED.
 KA1987'
 KA1987'THE ABOVE RECOVERY NOTES BY HOOVER ARE OF NO VALUE. HE DID NOT
 KA1987'RECOVER THE STATION MARK, MADE NO MEASUREMENTS AND OSEREVED
 KA1987'NO DIRECTIONS.THE REFERENCE STONE HE FOUND LOOSE ON THE GROUND AND
 KA1987'RE-SET IS A PIECE OF AN OLD REFERENCE POST 4 BY 4 INCHES BY 8
 KA1987'INCHES LONG. HOOVER MADE NO MEASUREMENTS TO THE OLD MARK AFTER HE
 KA1987'RE-SET IT. THE PIECE OF THE OLD MARK SET BY HOOVER IS 109.8 METERS
 KA1987'S. 2 DEG. 30 MIN. W. MAG. FROM THE STATION. THE RECOVERY DESCRIPTION,
 KA1987'CARD NO.99 BY HOOVER SHOULD BE DESCARDED.
 KA1987'
 KA1987'NEW DESCRIPTION BY J.S.B., AS FOLLOWS,
 KA1987'
 KA1987'THIS STATION IS 13.0 MILES BY ROAD SOUTHWEST OF WHITEHALL, 3.6 MILES
 KA1987'BY ROAD WEST OF SOLSBERRY, ON A PROMINENT CULTIVATED HILL
 KA1987'NORTH OF AN EAST-WEST GRAVEL ROAD, ON PROPERTY BELONGING TO WALTER R.
 KA1987'DOUGLAS. THE STATION WAS RECOVERED AND RE-MARKED BY M.A.
 KA1987'HECHT AND A 100 FOOT LIGHT STAND ERECTED OVER THE STA. MK. ALSO 2
 KA1987'REF.  MARKS AND AN AZIMUTH MARK WERE SET BY HECHT, BUT THE
 KA1987'DISTANCES AND DIRECTIONS FROM THE STATION MARK TO THE REFERENCE MARKS
 KA1987'AND AZIMUTH MARK WERE NOT DETERMINED. THE STATION MARK IS A
 KA1987'STANDARD TABLET SET IN A CYLINDER OF CONCRETE15 INCHES IN
 KA1987'DIAMETER,6 INCHES BELOW THE SURFACE OF THE GROUND, AND STAMPED
 KA1987'CALVARY 1934. REFERENCE MARK NO. 1 IS A STANDARD TABLET
 KA1987'REFERENCE MARK SET IN A MASS OF CONCRETE 12 INCHES IN DIAMETER LEVEL
 KA1987'WITH THE SURFACE OF THE GROUND.  IT IS 152.58 FEET N.18 DEG. W.
 KA1987'MAG. FROM THE STATION, IN THE CORNFIELD ON CREST OF THE RIDGE ABOUT 2
 KA1987'FEET LOWER THAN THE STATION, AND IS STAMPED CALVARY NO 1 1934.
 KA1987'REFERENCE MARK NO. 2 IS ON WEST EDGE OF THE CORNFIELD ABOUT 4 FEET
 KA1987'LOWER THAN THE STATION. IT IS A STANDARD TABLET REFERENCE MARK
 KA1987'SET IN A MASS OF CONCRETE 12 INCHES IN DIAMETER, LEVEL WITH THE
 KA1987'SURFACE OF THE GROUND. THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE
 KA1987'STATION ON THE NORTH SIDE OF THE GRAVEL ROAD WHERE THE ROAD
 KA1987'MAKES A SHARP TURN NORTH, AND 18 FEET FROM THE CENTER LINE OF THE
 KA1987'ROAD. THE STATION IS 120.80 METERS NORTH FROM THE CENTER LINE
 KA1987'OF THE EAST-WEST GRAVEL ROAD.
 KA1987'
 KA1987'TO REACH THE STATION, GO TO STATE HIGHWAY 43 AND FOLLOW IT TO
 KA1987'SOLSBERRY. THEN GO WEST ON GRAVEL ROAD 3.6 MILES TO THE
 KA1987'STATION. WHEN THIS STATION IS RE-OCCUPIED, THE ANGLES TO THE AZIMUTH
 KA1987'MARK AND REFERENCE MARKS MUST BE OBSERVED.  ALSO THE STATION MARK
 KA1987'SHOULD EITHER BE BUILT UP ABOVE THE SURFACE OR LOWERED BELOW THE PLOW
 KA1987'LINE. REFERENCE MARKS NOS. 1 AND 2 ARE BOTH IN THE CULTIVATED
 KA1987'GROUND. ADDITIONAL REFERENCE MARKS SHOULD BE ESTABLISHED.
 KA1987'
 KA1987'THIS STATION WAS ESTABLISHED 1886, THEREFORE THE DATE 1886 MUST BE
 KA1987'STAMPED ON THE TABLETS WHEN THE STATION IS RE-OCCUPIED.
 KA1987
 KA1987                          STATION RECOVERY (1939)
 KA1987
 KA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AP)
 KA1987'THIS STATION RECOVERED AS DESCRIBED BY M.A.H., IN 1934. TWO REFERENCE
 KA1987'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED IN 1934 AND AS NO
 KA1987'OBSERVATIONS WERE TAKEN ON THE MARKS AT THAT TIME AND THE PROPERTY
 KA1987'HAS CHANGED HANDS, A COMPLETE NEW DESCRIPTION IS NECESSARY AS
 KA1987'FOLLOWS-
 KA1987'
 KA1987'PASTURE KNOLL ON PROPERTY NOW OWNED BY ELMER GROOMER. THE STATION IS
 KA1987'ABOUT 0.1 MILE NORTHEAST OF THE GROOMER HOUSE AND 50 FEET EAST
 KA1987'OF A FARM ROAD. IT IS A STANDARD DISK SET IN CONCRETE ABOUT 6 INCHES
 KA1987'BELOW THE SURFACE OF THE GROUND, AND
 KA1987'STAMPED CALVARY 1934 AND ALSO HAS 1886 SCRATCHED ON THE NORTH EDGE OF
 KA1987'THE DISK.
 KA1987'
 KA1987'TO REACH THE STATION FROM SOLSBERRY, GO WEST ON MAIN-GRAVELED ROAD
 KA1987'FOR 3.1 MILES TO A SHARP TURN TO THE RIGHT AND AZIMUTH MARK
 KA1987'ON THE RIGHT, TURN RIGHT AND CONTINUE ON GRAVELED ROAD FOR 0.4
 KA1987'MILE TO A FARM-ROAD TO THE RIGHT, TURN RIGHT AND FOLLOW
 KA1987'FARM-ROAD ON THE NORTH SIDE OF THE GROOMER HOUSE TO THE HIGHEST POINT
 KA1987'OF PASTURE AND STATION.
 KA1987'
 KA1987'REFERENCE MARK NO. 1 IS NORTH OF THE STATION NOTE 11B, 48 FEET EAST
 KA1987'OF THE CENTER LINE OF A FARM-ROAD, SET FLUSH WITH THE GROUND, AND
 KA1987'STAMPED CALVARY 1934.
 KA1987'
 KA1987'REFERENCE MARK NO. 2 IS WEST OF THE STATION NOTE 11B, 8 FEET EAST OF
 KA1987'THE CENTER LINE OF A FARM-ROAD, SET FLUSH WITH THE GROUND, AND
 KA1987'STAMPED CALVARY 1934.
 KA1987'
 KA1987'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION, SET
 KA1987'IN CONCRETE NOTE 11B, ON THE NORTH SIDE OF AN EAST-AND-WEST
 KA1987'GRAVEL ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, PROJECTS
 KA1987'12 INCHES, AND IS STAMPED CALVARY 1934.
 KA1987'
 KA1987'THE MEASUREMENTS TAKEN IN 1939 DO NOT CHECK WITH THE MEASUREMENTS
 KA1987'TAKEN IN 1934, NEW MEASUREMENTS AND DIRECTIONS FOLLOW-
 KA1987
 KA1987                          STATION RECOVERY (1947)
 KA1987
 KA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1987'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939. ALL MARKS
 KA1987'WERE FOUND IN GOOD CONDITION. THE 1939 DESCRIPTION IS
 KA1987'ADEQUATE AND CORRECT. A NEW DESCRIPTION FOLLOWS.
 KA1987'
 KA1987'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF WHITE HALL, 6.5
 KA1987'MILES EAST-NORTHEAST OF BLOOMFIELD, AND 3.6 MILES WEST OF
 KA1987'SOLSBERRY ON A PROMINENT PASTURE KNOLL ON PROPERTY OWNED BY MR. ELMER
 KA1987'GROOMER. THE MARK IS ABOUT 0.1 MILE NORTHEAST OF MR. GROOMERS
 KA1987'HOUSE AND 81 FEET EAST OF A WIRE FENCE. THE MARK IS 12-INCH
 KA1987'UNDERGROUND, AND THE DISK IS STAMPED CALVARY 1886 1934.
 KA1987'
 KA1987'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KA1987'DISKS SET IN CONCRETE.
 KA1987'
 KA1987'REFERENCE MARK NO. 1 IS 153.03 FEET NORTH OF THE STATION AND 23 FEET
 KA1987'EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1987'DISK IS STAMPED CALVARY NO 1 1886 1934.
 KA1987'
 KA1987'REFERENCE MARK NO. 2 IS 160.79 FEET WEST OF THE STATION AND 79 FEET
 KA1987'WEST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1987'DISK IS STAMPED CALVARY NO 2 1886 1934.
 KA1987'
 KA1987'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION, 22
 KA1987'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD,
 KA1987'AND 1.5 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 10 INCHES, AND
 KA1987'THE DISK IS STAMPED CALVARY 1886 1934.
 KA1987'
 KA1987'TO REACH THE STATION FROM THE COURTHOUSE IN BLOOMFIELD, GO EAST ON
 KA1987'STATE HIGHWAY 54 FOR 5.4 MILES TO A GRAVEL CROSSROAD. TURN
 KA1987'LEFT, NORTH, AND GO ON THE MAIN GRAVEL ROAD FOR 0.1 MILE TO A SIDE
 KA1987'ROAD ON THE RIGHT. TURN RIGHT, EAST, AND GO ON THE MAIN GRAVEL
 KA1987'ROAD FOR 1.5 MILES TO A ROAD FORK, KEEP RIGHT FOR 0.3 MILE TO ANOTHER
 KA1987'ROAD FORK. TAKE THE LEFT ROAD UPHILL AND GO NORTH FOR 1.2 MILES TO
 KA1987'A T-ROAD INTERSECTION. TURN RIGHT, EAST, AND GO ON THE MAIN
 KA1987'GRAVEL ROAD FOR 0.15 MILE TO THE FARM HOME OF MR. GROOMER ON THE
 KA1987'LEFT. CONTINUE EAST ON THE MAIN GRAVEL ROAD FOR 0.15 MILE TO A
 KA1987'FARM ROAD ON THE LEFT. AT THIS POINT THE AZIMUTH MARK IS 0.45 MILE
 KA1987'EAST ON THE LEFT OF THE GRAVEL ROAD.  TURN LEFT, NORTH, AND GO
 KA1987'0.1 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2552 ***********************************************************************
 LB2552  DESIGNATION -  CAMBIA
 LB2552  PID         -  LB2552
 LB2552  STATE/COUNTY-  IN/CLINTON
 LB2552  COUNTRY     -  US
 LB2552  USGS QUAD   -  FRANKFORT (2019)
 LB2552
 LB2552                         *CURRENT SURVEY CONTROL
 LB2552  ______________________________________________________________________
 LB2552* NAD 83(1997) POSITION- 40 20 39.82319(N) 086 34 02.42856(W)   ADJUSTED
 LB2552* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LB2552  ______________________________________________________________________
 LB2552  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LB2552  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 LB2552  HORZ ORDER      -  SECOND
 LB2552
 LB2552.The horizontal coordinates were established by classical geodetic methods
 LB2552.and adjusted by the National Geodetic Survey in May 1999.
 LB2552
 LB2552.The orthometric height was scaled from a topographic map.
 LB2552
 LB2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2552.GEOID18 height accuracy estimate available here.
 LB2552
 LB2552.Click photographs - Photos may exist for this station.
 LB2552
 LB2552.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2552
 LB2552. The following values were computed from the NAD 83(1997) position.
 LB2552
 LB2552;                    North         East     Units Scale Factor Converg.
 LB2552;SPC IN W     -   565,885.108   943,839.028   MT  0.99999031   +0 20 02.6
 LB2552;SPC IN W     - 1,856,574.73  3,096,578.54   sFT  0.99999031   +0 20 02.6
 LB2552;UTM  16      - 4,466,072.689   536,745.470   MT  0.99961662   +0 16 48.4
 LB2552
 LB2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2552!SPC IN W     -   0.99996628  x   0.99999031  =   0.99995659
 LB2552!UTM  16      -   0.99996628  x   0.99961662  =   0.99958291
 LB2552
 LB2552:                Primary Azimuth Mark                     Grid Az
 LB2552:SPC IN W     -  CAMBIA AZ MK                             149 32 14.5
 LB2552:UTM  16      -  CAMBIA AZ MK                             149 35 28.7
 LB2552
 LB2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3674566072(NAD 83)
 LB2552
 LB2552|---------------------------------------------------------------------|
 LB2552| PID    Reference Object                     Distance      Geod. Az  |
 LB2552|                                                           dddmmss.s |
 LB2552| CC8373 CAMBIA AZ MK                                       1495217.1 |
 LB2552| LB0682 X 118                                16.830 METERS 22549     |
 LB2552| CC8374 CAMBIA RM 1                          27.206 METERS 33629     |
 LB2552|---------------------------------------------------------------------|
 LB2552
 LB2552                          SUPERSEDED SURVEY CONTROL
 LB2552
 LB2552  NAD 83(1986)-  40 20 39.82968(N)    086 34 02.44146(W) AD(       ) 2
 LB2552  NAD 27      -  40 20 39.70550(N)    086 34 02.42730(W) AD(       ) 2
 LB2552
 LB2552.Superseded values are not recommended for survey control.
 LB2552
 LB2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2552.See file dsdata.pdf to determine how the superseded data were derived.
 LB2552
 LB2552_MARKER: DS = TRIANGULATION STATION DISK
 LB2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2552_STAMPING: CAMBIA 1948
 LB2552_MARK LOGO: CGS
 LB2552_PROJECTION: FLUSH
 LB2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2552+STABILITY: SURFACE MOTION
 LB2552
 LB2552  HISTORY     - Date     Condition        Report By
 LB2552  HISTORY     - 1948     MONUMENTED       CGS
 LB2552
 LB2552                          STATION DESCRIPTION
 LB2552
 LB2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2552'STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 38 AND 39 ABOUT
 LB2552'5 MILES SOUTHEAST OF ROSSVILLE.  IT IS 109 FEET NORTHWEST OF
 LB2552'INTERSECTION OF HIGHWAYS 38 AND 39, 90 FEET SOUTH OF A WHITE
 LB2552'WITNESS POST, 76 FEET NORTH OF CENTER OF HIGHWAY 38 AND 48 FEET
 LB2552'WEST OF CENTER OF HIGHWAY 39.  THE MARK IS FLUSH WITH THE GROUND AND
 LB2552'THE DISK IS STAMPED CAMBIA 1948.
 LB2552'
 LB2552'REFERENCE MARK NO. 1 IS 89.26 FEET NORTH OF STATION.  IT IS 50 FEET
 LB2552'WEST OF CENTER OF HIGHWAY 39, 1 FOOT SOUTHEAST OF WHITE WITNESS POST
 LB2552'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LB2552'THE DISK IS STAMPED CAMBIA NO 1 1948.
 LB2552'
 LB2552'X 118 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 55.22 FEET
 LB2552'SOUTHWEST OF THE STATION, 102 FEET WEST OF CENTER OF HIGHWAY 39, 34
 LB2552'FEET NORTH OF CENTER OF HIGHWAY 38 AND 4 FEET NORTHEAST OF A POWER
 LB2552'POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS
 LB2552'ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK
 LB2552'STAMPED X 118 1946.
 LB2552'
 LB2552'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION.  IT IS 71 FEET EAST OF
 LB2552'CENTER OF HIGHWAYS 38 AND 39, 2 FEET SOUTHWEST OF A WHITE WITNESS
 LB2552'POST, 2 FEET WEST OF A FENCE AND 2 FEET NORTH OF A POWER POLE.  THE
 LB2552'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CAMBIA 1948.
 LB2552'
 LB2552'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST ON STATE HIGHWAYS
 LB2552'38 AND 39 FOR 0.5 TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LB2552'
 LB2552'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2634 ***********************************************************************
 LB2634  DESIGNATION -  CAMDEN
 LB2634  PID         -  LB2634
 LB2634  STATE/COUNTY-  IN/CARROLL
 LB2634  COUNTRY     -  US
 LB2634  USGS QUAD   -  FLORA (2019)
 LB2634
 LB2634                         *CURRENT SURVEY CONTROL
 LB2634  ______________________________________________________________________
 LB2634* NAD 83(1997) POSITION- 40 36 19.50818(N) 086 31 29.17491(W)   ADJUSTED
 LB2634* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 LB2634  ______________________________________________________________________
 LB2634  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LB2634  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LB2634  HORZ ORDER      -  THIRD
 LB2634
 LB2634.The horizontal coordinates were established by classical geodetic methods
 LB2634.and adjusted by the National Geodetic Survey in May 1999.
 LB2634
 LB2634.The orthometric height was scaled from a topographic map.
 LB2634
 LB2634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2634.GEOID18 height accuracy estimate available here.
 LB2634
 LB2634.Click photographs - Photos may exist for this station.
 LB2634
 LB2634.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2634
 LB2634. The following values were computed from the NAD 83(1997) position.
 LB2634
 LB2634;                    North         East     Units Scale Factor Converg.
 LB2634;SPC IN W     -   594,891.365   947,272.440   MT  0.99999416   +0 21 48.8
 LB2634;SPC IN W     - 1,951,739.42  3,107,843.00   sFT  0.99999416   +0 21 48.8
 LB2634;UTM  16      - 4,495,064.845   540,204.972   MT  0.99961990   +0 18 33.5
 LB2634
 LB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2634!SPC IN W     -   0.99997338  x   0.99999416  =   0.99996754
 LB2634!UTM  16      -   0.99997338  x   0.99961990  =   0.99959329
 LB2634
 LB2634:                Primary Azimuth Mark                     Grid Az
 LB2634:SPC IN W     -  CAMDEN AZ MK                             321 14 32.1
 LB2634:UTM  16      -  CAMDEN AZ MK                             321 17 47.4
 LB2634
 LB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4020495064(NAD 83)
 LB2634
 LB2634|---------------------------------------------------------------------|
 LB2634| PID    Reference Object                     Distance      Geod. Az  |
 LB2634|                                                           dddmmss.s |
 LB2634| CC8377 CAMDEN RM 1                          24.802 METERS 12254     |
 LB2634| CC8378 CAMDEN RM 2                          25.251 METERS 21208     |
 LB2634| LB2632 CAMDEN MUNICIPAL TANK               APPROX. 1.2 KM 2900043.0 |
 LB2634| CC8376 CAMDEN AZ MK                                       3213620.9 |
 LB2634|---------------------------------------------------------------------|
 LB2634
 LB2634                          SUPERSEDED SURVEY CONTROL
 LB2634
 LB2634  NAD 83(1986)-  40 36 19.51343(N)    086 31 29.18618(W) AD(       ) 3
 LB2634  NAD 27      -  40 36 19.38510(N)    086 31 29.17960(W) AD(       ) 3
 LB2634
 LB2634.Superseded values are not recommended for survey control.
 LB2634
 LB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2634.See file dsdata.pdf to determine how the superseded data were derived.
 LB2634
 LB2634_MARKER: DS = TRIANGULATION STATION DISK
 LB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2634_STAMPING: CAMDEN 1948
 LB2634_MARK LOGO: CGS
 LB2634_PROJECTION: FLUSH
 LB2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2634+STABILITY: SURFACE MOTION
 LB2634
 LB2634  HISTORY     - Date     Condition        Report By
 LB2634  HISTORY     - 1948     MONUMENTED       CGS
 LB2634  HISTORY     - 1958     MARK NOT FOUND   CGS
 LB2634
 LB2634                          STATION DESCRIPTION
 LB2634
 LB2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2634'THE STATION IS LOCATED 5 MILES NORTHEAST OF DELPHI AND 1 MILE
 LB2634'SOUTHEAST OF CAMDEN AT THE INTERSECTION OF STATE HIGHWAY 218 AND A
 LB2634'PAVED CROSS ROAD.  IT IS 163 FEET SOUTH OF THE INTERSECTION, 105
 LB2634'FEET EAST OF THE CENTER OF THE PAVED ROAD 41 FEET SOUTHWEST OF THE
 LB2634'HIGHWAY AND 28 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 LB2634'FLUSH AND THE DISK IS STAMPED CAMDEN 1948.
 LB2634'
 LB2634'REFERENCE MARK NO. 1 IS 81.37 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2634'44 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH
 LB2634'AND THE DISK IS STAMPED CAMDEN NO 1 1948.
 LB2634'
 LB2634'REFERENCE MARK NO. 2 IS 82.84 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2634'60 FEET EAST OF THE CENTER OF THE PAVED ROAD.  THE MARK IS FLUSH AND
 LB2634'THE DISK IS STAMPED CAMDEN NO 2 1948.
 LB2634'
 LB2634'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION.  IT IS 85
 LB2634'FEET NORTHEAST OF THE CENTER OF HIGHWAY 218, 17 FEET NORTH OF THE
 LB2634'CENTER OF A PAVED ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 1
 LB2634'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LB2634'IS STAMPED CAMDEN 1948.
 LB2634'
 LB2634'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 218,
 LB2634'1 MILE SOUTH OF DEER CREEK, GO WEST ON HIGHWAY 218 FOR 7.1 MILES TO
 LB2634'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.25 MILE TO
 LB2634'THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LB2634'
 LB2634'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2634
 LB2634                          STATION RECOVERY (1958)
 LB2634
 LB2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJK)
 LB2634'REFERENCE MARK NO. 1 STAMPED CAMDEN 1948 NO 1 DESTROYED, AND MARK
 LB2634'RETURNED TO WASHINGTON OFFICE DECEMBER 1958.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2632 ***********************************************************************
 LB2632  DESIGNATION -  CAMDEN MUNICIPAL TANK
 LB2632  PID         -  LB2632
 LB2632  STATE/COUNTY-  IN/CARROLL
 LB2632  COUNTRY     -  US
 LB2632  USGS QUAD   -  FLORA (2019)
 LB2632
 LB2632                         *CURRENT SURVEY CONTROL
 LB2632  ______________________________________________________________________
 LB2632* NAD 83(1997) POSITION- 40 36 33.20919(N) 086 32 18.54652(W)   ADJUSTED
 LB2632  ______________________________________________________________________
 LB2632  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 LB2632  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 LB2632  HORZ ORDER      -  THIRD
 LB2632
 LB2632.The horizontal coordinates were established by classical geodetic methods
 LB2632.and adjusted by the National Geodetic Survey in May 1999.
 LB2632
 LB2632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2632.GEOID18 height accuracy estimate available here.
 LB2632
 LB2632.Click photographs - Photos may exist for this station.
 LB2632
 LB2632.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2632
 LB2632. The following values were computed from the NAD 83(1997) position.
 LB2632
 LB2632;                    North         East     Units Scale Factor Converg.
 LB2632;SPC IN W     -   595,306.703   946,109.143   MT  0.99999283   +0 21 16.7
 LB2632;SPC IN W     - 1,953,102.07  3,104,026.41   sFT  0.99999283   +0 21 16.7
 LB2632;UTM  16      - 4,495,481.129   539,042.504   MT  0.99961876   +0 18 01.4
 LB2632
 LB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3904295481(NAD 83)
 LB2632
 LB2632                          SUPERSEDED SURVEY CONTROL
 LB2632
 LB2632  NAD 83(1986)-  40 36 33.21446(N)    086 32 18.55763(W) AD(       ) 3
 LB2632  NAD 27      -  40 36 33.08600(N)    086 32 18.54700(W) AD(       ) 3
 LB2632
 LB2632.Superseded values are not recommended for survey control.
 LB2632
 LB2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2632.See file dsdata.pdf to determine how the superseded data were derived.
 LB2632
 LB2632_MARKER: 53 = ELEVATED TANK
 LB2632
 LB2632  HISTORY     - Date     Condition        Report By
 LB2632  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2632
 LB2632                          STATION DESCRIPTION
 LB2632
 LB2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2632'THIS IS AN INTERSECTION STATION.
 LB2632'
 LB2632'STATION IS LOCATED IN THE NORTHERN SECTION OF CAMDEN.  IT IS 300 FEET
 LB2632'SOUTH OF THE CAMDEN HIGH SCHOOL BUILDING, 250 FEET NORTH OF STATE
 LB2632'HIGHWAY 218 AND 200 FEET EAST OF STATE HIGHWAY 75.  IT IS A STEEL
 LB2632'WATER TANK SUPPORTED BY FOUR LEGS AND ABOUT 90 FEET HIGH.  THE
 LB2632'ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND CAMDEN PAINTED IN
 LB2632'BLACK ON THE NORTH SIDE OF THE TANK.  THE POINT OBSERVED ON WAS THE
 LB2632'SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2127 ***********************************************************************
 LA2127  DESIGNATION -  CAMMACK
 LA2127  PID         -  LA2127
 LA2127  STATE/COUNTY-  IN/DELAWARE
 LA2127  COUNTRY     -  US
 LA2127  USGS QUAD   -  GILMAN (2019)
 LA2127
 LA2127                         *CURRENT SURVEY CONTROL
 LA2127  ______________________________________________________________________
 LA2127* NAD 83(1997) POSITION- 40 12 52.65875(N) 085 30 34.28725(W)   ADJUSTED
 LA2127* NAVD 88 ORTHO HEIGHT -   284.5   (meters)      933.    (feet) VERTCON3
 LA2127  ______________________________________________________________________
 LA2127  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA2127  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 LA2127  HORZ ORDER      -  FIRST
 LA2127
 LA2127.The horizontal coordinates were established by classical geodetic methods
 LA2127.and adjusted by the National Geodetic Survey in May 1999.
 LA2127
 LA2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2127
 LA2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2127.GEOID18 height accuracy estimate available here.
 LA2127
 LA2127.Click photographs - Photos may exist for this station.
 LA2127
 LA2127.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2127
 LA2127. The following values were computed from the NAD 83(1997) position.
 LA2127
 LA2127;                    North         East     Units Scale Factor Converg.
 LA2127;SPC IN E     -   551,360.207   113,376.448   MT  0.99996887   +0 06 05.3
 LA2127;SPC IN E     - 1,808,920.95    371,969.23   sFT  0.99996887   +0 06 05.3
 LA2127;UTM  16      - 4,452,644.443   626,829.750   MT  0.99979802   +0 57 44.8
 LA2127
 LA2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2127!SPC IN E     -   0.99996071  x   0.99996887  =   0.99992958
 LA2127!UTM  16      -   0.99996071  x   0.99979802  =   0.99975874
 LA2127
 LA2127:                Primary Azimuth Mark                     Grid Az
 LA2127:SPC IN E     -  CAMMACK AZ MK                            267 44 02.7
 LA2127:UTM  16      -  CAMMACK AZ MK                            266 52 23.2
 LA2127
 LA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2682952644(NAD 83)
 LA2127
 LA2127|---------------------------------------------------------------------|
 LA2127| PID    Reference Object                     Distance      Geod. Az  |
 LA2127|                                                           dddmmss.s |
 LA2127| CC8380 CAMMACK RM 1                         41.157 METERS 00657     |
 LA2127| CC8381 CAMMACK RM 1 RESET                   34.588 METERS 00815     |
 LA2127| LA2097 EATON MUNICIPAL TANK                APPROX.19.3 KM 0424515.2 |
 LA2127| LA2128 CAMMACK RM 3                         23.874 METERS 19417     |
 LA2127| LA2129 CHESTERFIELD MUNICIPAL TANK         APPROX.13.9 KM 2125704.5 |
 LA2127| LA2132 ANDERSON DELCO REMY CO STACK        APPROX.19.3 KM 2244943.7 |
 LA2127| LA2133 ANDERSON DELCO REMY CO TANK         APPROX.19.2 KM 2250719.0 |
 LA2127| LA2136 ANDERSON MUN POWER PLANT STACK      APPROX.18.5 KM 2290141.9 |
 LA2127| LA2137 ANDERSON MADISON CO CTHSE DOME      APPROX.18.7 KM 2303111.6 |
 LA2127| LA2138 ANDERSON IND RR SHOPS S STACK       APPROX.17.7 KM 2341340.0 |
 LA2127| LA2134 ANDERSON IND RR SHOPS N STACK       APPROX.17.6 KM 2342604.3 |
 LA2127| CC8383 CAMMACK RM 2 RESET                   41.878 METERS 26117     |
 LA2127| CC8382 CAMMACK RM 2                         41.883 METERS 26119     |
 LA2127| CC8379 CAMMACK AZ MK                                      2675008.0 |
 LA2127| LA2142 ALEXANDRIA PAPER CO TANK            APPROX.14.0 KM 2844912.2 |
 LA2127| LA2113 ALEXANDRIA MUNICIPAL STANDPIPE      APPROX.14.9 KM 2882915.6 |
 LA2127| LA2114 ALEXANDRIA ALLADIN INDUST TANK      APPROX.15.9 KM 2892105.4 |
 LA2127|---------------------------------------------------------------------|
 LA2127
 LA2127                          SUPERSEDED SURVEY CONTROL
 LA2127
 LA2127  NAD 83(1995)-  40 12 52.66038(N)    085 30 34.29749(W) AD(       ) 1
 LA2127  NAD 83(1986)-  40 12 52.66082(N)    085 30 34.30033(W) AD(       ) 1
 LA2127  NAD 27      -  40 12 52.50700(N)    085 30 34.40100(W) AD(       ) 1
 LA2127  NGVD 29 (07/19/86)  284.6    (m)          934.     (f) VERT ANG       
 LA2127
 LA2127.Superseded values are not recommended for survey control.
 LA2127
 LA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2127.See file dsdata.pdf to determine how the superseded data were derived.
 LA2127
 LA2127_MARKER: DS = TRIANGULATION STATION DISK
 LA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2127_STAMPING: CAMMACK 1934
 LA2127_MARK LOGO: CGS
 LA2127_PROJECTION: RECESSED 30 CENTIMETERS
 LA2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2127+STABILITY: SURFACE MOTION
 LA2127
 LA2127  HISTORY     - Date     Condition        Report By
 LA2127  HISTORY     - 1934     MONUMENTED       CGS
 LA2127  HISTORY     - 1935     GOOD             CGS
 LA2127  HISTORY     - 1939     GOOD             CGS
 LA2127  HISTORY     - 1969     GOOD             CGS
 LA2127  HISTORY     - 1970     GOOD             NGS
 LA2127
 LA2127                          STATION DESCRIPTION
 LA2127
 LA2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2127'EIGHT-TENTHS MILE WEST AND 0.2 MILE NORTH OF CAMMACK, ON THE NORTH
 LA2127'SIDE OF JACKSON STREET PIKE, IN THE SOUTHEAST CORNER OF A SMALL
 LA2127'PASTURE LOT OWNED BY A.G. MCKINLEY.
 LA2127'
 LA2127'THE MARK IS IN LINE WITH THE WEST RIGHT-OF-WAY FENCE OF A GRAVEL
 LA2127'T-ROAD TO THE SOUTH, 20.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 LA2127'OF THE PIKE, 17.5 FEET WEST OF THE EAST PASTURE FENCE, AND 10 INCHES
 LA2127'UNDERGROUND.
 LA2127'
 LA2127'TO REACH FROM CAMMACK, FOLLOW THE JACKSON STREET PIKE WEST FOR 0.3
 LA2127'MILE, NORTH 0.2 MILE, AND WEST FOR 0.5 MILE TO THE STATION.
 LA2127'
 LA2127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2127'DISKS SET IN CONCRETE.
 LA2127'
 LA2127'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE EAST PASTURE
 LA2127'FENCE, 15 FEET SOUTH OF A 2-FOOT ELM, 217.00 FEET NORTHEAST OF
 LA2127'REFERENCE MARK NO. 2, AND PROJECTS 9 INCHES ABOVE GROUND.
 LA2127'
 LA2127'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE NORTH RIGHT-OF-WAY
 LA2127'FENCE OF THE PIKE, AND PROJECTS 12 INCHES ABOVE GROUND.
 LA2127'
 LA2127'AZIMUTH MARK IS WEST OF THE STATION, 15 FEET SOUTH OF THE CENTER LINE
 LA2127'OF THE PIKE, 5 FEET SOUTHEAST OF TELEPHONE POLE 190, ACROSS THE ROAD
 LA2127'FROM, AND SOUTHEAST OF A SMALL UNPAINTED HOUSE, AND PROJECTS 5 INCHES
 LA2127'ABOVE GROUND.
 LA2127'
 LA2127'A 90-FOOT TOWER WILL CLEAR ALL LINES EXCEPT MUNCIE AND ANDERSON.
 LA2127'
 LA2127'NO SUITABLE OBJECTS VISIBLE FROM GROUND FOR AZIMUTH MARK.
 LA2127
 LA2127                          STATION RECOVERY (1935)
 LA2127
 LA2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LA2127'ALL MARKS RECOVERED AS DESCRIBED BY G.L.A. IN 1934 WITH ADDITIONS AS
 LA2127'FOLLOWS-
 LA2127'
 LA2127'TO REACH FROM MUNCIE, FOLLOW U.S. HIGHWAY 35 TO JACKSON STREET, WHICH
 LA2127'IS 2 SQUARES NORTH OF THE POST OFFICE AND 1 SQUARE SOUTH OF THE
 LA2127'COURTHOUSE, HERE GO WEST ON JACKSON STREET PIKE FOR 6.0 MILES TO
 LA2127'CAMMACK VILLAGE, THENCE FOLLOW DIRECTIONS OF G.L.A. TO STATION.
 LA2127'
 LA2127'R.M. 1 IS 4-1/2 DEG MG. DIST. 135.03 FEET.  R.M. 2 IS 259 DEG MG.
 LA2127'DIST. 137.41 FEET.
 LA2127
 LA2127                          STATION RECOVERY (1939)
 LA2127
 LA2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2127'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN EXCELLENT CONDITION.  THE
 LA2127'DESCRIPTION OF THE MARKS IS GOOD AND NO CHANGES WERE NOTED.  MEASURED
 LA2127'DISTANCES TO REFERENCE MARKS WERE CHECKED.
 LA2127'
 LA2127'DIRECTIONS TO REACH FROM MUNCIE SHOULD BE INCLUDED AS FOLLOWS- FROM
 LA2127'THE CITY HALL ON JACKSON STREET IN MUNCIE, GO WEST ON JACKSON STREET
 LA2127'PIKE 6.55 MILES, PASSING THROUGH THE VILLAGE OF CAMMACK TO A DEAD END
 LA2127'IN THE ROAD, TURN RIGHT AND GO 0.2 MILE TO T-ROAD, LEFT, TURN LEFT AND
 LA2127'GO 0.5 MILE TO T-ROAD, LEFT, AND STATION ON RIGHT.
 LA2127
 LA2127                          STATION RECOVERY (1969)
 LA2127
 LA2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2127'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 LA2127'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE PROJECTING
 LA2127'APPROXIMATELY 15 INCHES AND HAD BEEN DISTURBED BY FARM ANIMALS.  THEY
 LA2127'WERE RESET AT APPROXIMATELY THE SAME LOCATION BUT WITH LOWER
 LA2127'PROJECTIONS.  A NEW REFERENCE MARK 3 WAS ESTABLISHED FOR THIS STATION
 LA2127'AND A PRECISE TRAVERSE CONNECTION WAS MADE.  DUE TO CHANGES A NEW
 LA2127'DESCRIPTION AND TO REACH ARE AS FOLLOWS--
 LA2127'
 LA2127'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF ALEXANDRIA AND 7
 LA2127'MILES WEST-NORTHWEST OF MUNCIE, INDIANA.  IT IS ON PROPERTY OWNED BY
 LA2127'MRS. HAZEL AUL WHO LIVES IN THE THIRD HOUSE ON THE EAST SIDE OF ROAD
 LA2127'650W, SOUTH OF STATION SITE.  MRS. AULS TELEPHONE NUMBER IS 759-5433.
 LA2127'IT IS NORTHWEST OF T ROAD JUNCTION OF TOWNSHIP ROADS 150N AND 650W.
 LA2127'
 LA2127'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 28 AT THE NORTHEAST
 LA2127'EDGE OF ALEXANDRIA GO SOUTH ON STATE HIGHWAY 9 FOR 4.0 MILES TO A
 LA2127'CROSSROAD, (STATE HIGHWAY 128)  TURN LEFT AND GO EAST ON PAVED ROAD
 LA2127'FOR 5.4 MILES TO INTERSTATE HIGHWAY 69 OVERPASS.  CONTINUE EAST, (ROAD
 LA2127'MAKES SHORT JOG TO THE SOUTH), ON PAVED ROAD FOR 2.55 MILES TO AZIMUTH
 LA2127'MARK ON THE RIGHT.  CONTINUE STRAIGHT, EAST, FOR 0.4 MILE TO T ROAD
 LA2127'JUNCTION AND STATION IN SOUTHEAST CORNER OF FIELD ON THE LEFT.
 LA2127'
 LA2127'STATION MARK IS STAMPED CAMMACK 1934 AND IS SET 1.0 FOOT BELOW GROUND
 LA2127'SURFACE.  IT IS 57.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 LA2127'39.0 FEET NORTH OF CENTERLINE OF TOWNSHIP ROAD 150N, 26.8 FEET
 LA2127'NORTHWEST OF A FENCE CORNER, 17.8 FEET WEST OF NORTH-SOUTH FENCELINE
 LA2127'AND 20.5 FEET NORTH OF EAST-WEST FENCELINE.
 LA2127'
 LA2127'REFERENCE MARK 1 IS STAMPED CAMMACK NO 1 1934 1969 AND PROJECTS 0.1
 LA2127'FOOT ABOVE GROUND SURFACE.  IT IS 1.3 FEET WEST OF A NORTH-SOUTH
 LA2127'FENCELINE, 96.8 FEET EAST OF A 24 INCH OAK TREE AND 151 FEET NORTH OF
 LA2127'INTERSECTING CENTERLINES OF TOWNSHIP ROADS 150N AND 650W.
 LA2127'
 LA2127'REFERENCE MARK 2 IS STAMPED CAMMACK NO 2 1934 1969 AND PROJECTS 0.1
 LA2127'FOOT ABOVE GROUND SURFACE.  IT IS 1.0 FOOT NORTH OF EAST-WEST
 LA2127'FENCELINE, 3.2 FEET EAST-NORTHEAST OF TELEPHONE POLE, 39.0 FEET
 LA2127'SOUTH-SOUTHWEST OF A 36 INCH OAK TREE AND 19.2 FEET NORTH OF
 LA2127'CENTERLINE OF TOWNSHIP ROAD 150N.
 LA2127'
 LA2127'CAMMACK RM 3 IS A U. S. ARMY, CORPS OF ENGINEERS DISK STAMPED CAMMACK
 LA2127'RM 3 1934 1969 USATOPOCOM AND IS SET IN TOP OF A 1.3 FOOT SQUARE
 LA2127'CONCRETE MONUMENT WHICH IS SET 2.0 FEET BELOW GROUND SURFACE.  A
 LA2127'SUB-SURFACE DISK IS SET IN A BLOCK OF CONCRETE ABOUT 4.5 FEET BELOW
 LA2127'GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.  IT IS
 LA2127'24.7 FEET SOUTHWEST OF A METAL WITNESS POST, 37.0 FEET SOUTH OF
 LA2127'CENTERLINE OF TOWNSHIP ROAD 150N, 37.5 FEET WEST OF CENTERLINE OF
 LA2127'TOWNSHIP ROAD 650W, 52.3 FEET SOUTHWEST OF INTERSECTING CENTERLINE OF
 LA2127'TOWNSHIP ROADS 150N AND 650W, 18.4 FEET SOUTH OF FENCELINE AND 22.0
 LA2127'FEET WEST OF POWER POLE NO. B 3/4/1.
 LA2127'
 LA2127'AZIMUTH MARK IS STAMPED CAMMACK AZ 1934 AND PROJECTS 0.5 FOOT ABOVE
 LA2127'GROUND SURFACE.  IT IS 5.2 FEET EAST-SOUTHEAST OF POWER POLE NO. 30,
 LA2127'4.3 FEET WEST-NORTHWEST OF AN OLD FENCE POST, 19.9 FEET SOUTH OF
 LA2127'CENTERLINE OF TOWNSHIP ROAD 150N, 71.5 FEET NORTHWEST OF NORTHWEST
 LA2127'CORNER OF GARAGE AND 93.5 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 LA2127'HOUSE.
 LA2127'
 LA2127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 LA2127'WEST-NORTHWEST OF MUNCIE.
 LA2127
 LA2127                          STATION RECOVERY (1970)
 LA2127
 LA2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2127'RM 3 IS TRAVERSE DISTANCE.
 LA2127'
 LA2127'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK WERE
 LA2127'RECOVERED.  A DIFFERENCE OF 1 DEGREE 17 MINUTES IN THE DIRECTION AND
 LA2127'6.569 METERS IN THE DISTANCE TO REFERENCE MARK 1 WAS NOTED AND A
 LA2127'DIFFERENCE OF 2 MINUTES IN THE DIRECTION AND 0.005 METERS IN THE
 LA2127'DISTANCE TO REFERENCE MARK 2 WAS NOTED.  THE DIFFERENCES THAT WERE
 LA2127'NOTED WAS FROM THE 1939 DATA.  DUE TO OBSTRUCTION ON LINE TO THE EAST
 LA2127'OF THE STATION MARK THE TOWER WAS BUILT OVER REFERENCE MARK 3
 LA2127'(USE DISK) AND A TRAVERSE CONNECTION WAS MADE.  NO DATA WAS AVAILABLE
 LA2127'TO CHECK REFERENCE MARK 3 AGAINST.  FOLLOWING IS A NEW AND COMPLETE
 LA2127'DESCRIPTION.
 LA2127'
 LA2127'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF YORKTOWN AND
 LA2127'ON LAND OWNED BY MRS. HAZEL AUL, SHE LIVES SOUTH OF THE STATION IN THE
 LA2127'SECOND HOUSE ON THE EAST SIDE OF THE ROAD.  MRS. AUL PHONE NUMBER IS
 LA2127'759-5433.
 LA2127'
 LA2127'TO REACH THE STATION FROM THE POST OFFICE IN YORKTOWN AT MARKET AND
 LA2127'SMITH STREETS, GO NORTHERLY ON SMITH STREET FOR 0.3 MILE TO A SIDE
 LA2127'ROAD ON THE LEFT AFTER CROSSING A BRIDGE.  TURN LEFT AND GO
 LA2127'NORTHWESTERLY ON A PAVED ROAD, 575 W. FOR 0.8 MILE TO ITS JUNCTION
 LA2127'TURN RIGHT AND GO NORTH ON 600 W FOR 2.05 MILES TO ITS JUNCTION WITH
 LA2127'150 N.  TURN LEFT AND GO WEST ON 150 N FOR 0.55 MILE TO ITS JUNCTION
 LA2127'WITH 650 W ON THE LEFT AND THE STATION ON THE RIGHT.
 LA2127'
 LA2127'THE STATION MARK IS A STANDARD DISK STAMPED CAMMACK 1934, SET IN THE
 LA2127'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 8 INCHES BELOW
 LA2127'THE GROUND SURFACE.  IT IS 42 FEET NORTH-NORTHWEST OF THE JUNCTION OF
 LA2127'150 N AND 650 W, 26.7 FEET NORTHWEST OF A T-FENCE CORNER POST, 20.5
 LA2127'FEET NORTH OF A WIRE FENCE AND 17.5 FEET WEST OF A WIRE FENCE.
 LA2127'
 LA2127'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMMACK NO 1 1934 1969,
 LA2127'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LA2127'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 150.5 FEET NORTH OF
 LA2127'THE CENTER OF THE JUNCTION OF 150 N AND 650 W, 150 FEET SOUTH OF A
 LA2127'RAILROAD TRACK AND 1 FOOT WEST OF THE WIRE FENCE.
 LA2127'
 LA2127'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMMACK NO 2 1934 1969,
 LA2127'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LA2127'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 LA2127'
 LA2127'IT IS 40.5 FEET SOUTH-SOUTHWEST OF A 40-INCH TREE, 19 FEET NORTH OF
 LA2127'THE CENTER OF 150 N, 3.4 FEET NORTHEAST OF TELEPHONE POLE NUMBER
 LA2127'DE53219 AND 1 FOOT NORTH OF THE WIRE FENCE.
 LA2127'
 LA2127'REFERENCE MARK 3 IS A CORPS OF ENGINEERS DISK STAMPED CAMMACK NO 3
 LA2127'1934 1969, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 18
 LA2127'INCHES BELOW THE GROUND SURFACE.  IT IS 52.5 FEET SOUTHWEST OF THE
 LA2127'CENTER OF THE JUNCTION OF 150 N AND 650 W, 24.8 FEET SOUTHWEST OF A
 LA2127'METAL WITNESS POST, 22 FEET WEST OF TELEPHONE POLE NUMBER B 341 WHICH
 LA2127'IS IN THE FENCE LINE AND 18.5 FEET SOUTH OF A WIRE FENCE.
 LA2127'
 LA2127'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CAMMACK 1934
 LA2127'AZIMUTH, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LA2127'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET WEST
 LA2127'OF TELEPHONE POLE NUMBER 29-1/2 AT THE DRIVEWAY, 20 FEET SOUTH OF THE
 LA2127'CENTER OF 150 N, 5.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 30 AND 1
 LA2127'FOOT BELOW THE ELEVATION OF THE CENTER OF 150 N.
 LA2127'
 LA2127'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD 150
 LA2127'N FOR 0.4 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2128 ***********************************************************************
 LA2128  DESIGNATION -  CAMMACK RM 3
 LA2128  PID         -  LA2128
 LA2128  STATE/COUNTY-  IN/DELAWARE
 LA2128  COUNTRY     -  US
 LA2128  USGS QUAD   -  GILMAN (2019)
 LA2128
 LA2128                         *CURRENT SURVEY CONTROL
 LA2128  ______________________________________________________________________
 LA2128* NAD 83(1997) POSITION- 40 12 51.90868(N) 085 30 34.53643(W)   ADJUSTED
 LA2128* NAVD 88 ORTHO HEIGHT -   283.6   (meters)      930.    (feet) VERTCON3
 LA2128  ______________________________________________________________________
 LA2128  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA2128  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 LA2128  HORZ ORDER      -  FIRST
 LA2128
 LA2128.The horizontal coordinates were established by classical geodetic methods
 LA2128.and adjusted by the National Geodetic Survey in May 1999.
 LA2128
 LA2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2128
 LA2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2128.GEOID18 height accuracy estimate available here.
 LA2128
 LA2128.Click photographs - Photos may exist for this station.
 LA2128
 LA2128.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2128
 LA2128. The following values were computed from the NAD 83(1997) position.
 LA2128
 LA2128;                    North         East     Units Scale Factor Converg.
 LA2128;SPC IN E     -   551,337.062   113,370.597   MT  0.99996887   +0 06 05.1
 LA2128;SPC IN E     - 1,808,845.01    371,950.03   sFT  0.99996887   +0 06 05.1
 LA2128;UTM  16      - 4,452,621.216   626,824.249   MT  0.99979800   +0 57 44.7
 LA2128
 LA2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2128!SPC IN E     -   0.99996085  x   0.99996887  =   0.99992972
 LA2128!UTM  16      -   0.99996085  x   0.99979800  =   0.99975886
 LA2128
 LA2128:                Primary Azimuth Mark                     Grid Az
 LA2128:SPC IN E     -  CAMMACK AZ MK                            269 54 03.8
 LA2128:UTM  16      -  CAMMACK AZ MK                            269 02 24.2
 LA2128
 LA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2682452621(NAD 83)
 LA2128
 LA2128|---------------------------------------------------------------------|
 LA2128| PID    Reference Object                     Distance      Geod. Az  |
 LA2128|                                                           dddmmss.s |
 LA2128| LA2127 CAMMACK                              23.874 METERS 01417     |
 LA2128| LA2087 MUNCIE AIRPORT AIRWAY BEACON        APPROX.10.7 KM 0755626.9 |
 LA2128| LA2089 MUNCIE TV STATION WLBC MAST         APPROX.12.7 KM 1180550.5 |
 LA2128| LA2131 EMPORIA PIPELINE CO MW KJI          APPROX.24.7 KM 1972352.7 |
 LA2128| LA2141 ANDERSON BEL TEL MW KSV 86          APPROX.22.1 KM 2323807.3 |
 LA2128| CC8379 CAMMACK AZ MK                                      2700008.9 |
 LA2128|---------------------------------------------------------------------|
 LA2128
 LA2128                          SUPERSEDED SURVEY CONTROL
 LA2128
 LA2128  NAD 83(1995)-  40 12 51.91031(N)    085 30 34.54667(W) AD(       ) 1
 LA2128  NAD 83(1986)-  40 12 51.91065(N)    085 30 34.54955(W) AD(       ) 1
 LA2128  NAD 27      -  40 12 51.75681(N)    085 30 34.64974(W) AD(       ) 1
 LA2128  NGVD 29 (07/19/86)  283.7    (m)          931.     (f) VERT ANG       
 LA2128
 LA2128.Superseded values are not recommended for survey control.
 LA2128
 LA2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2128.See file dsdata.pdf to determine how the superseded data were derived.
 LA2128
 LA2128_MARKER: DD = SURVEY DISK
 LA2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2128_STAMPING: CAMMACK RM 3 1934 1969 USATOPOCOM
 LA2128_MARK LOGO: USA
 LA2128_PROJECTION: RECESSED 61 CENTIMETERS
 LA2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2128+STABILITY: SURFACE MOTION
 LA2128
 LA2128  HISTORY     - Date     Condition        Report By
 LA2128  HISTORY     - 1969     MONUMENTED       AMS
 LA2128  HISTORY     - 1970     GOOD             NGS
 LA2128
 LA2128                          STATION DESCRIPTION
 LA2128
 LA2128'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2128'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF ALEXANDRIA AND 7
 LA2128'MILES WEST-NORTHWEST OF MUNCIE, INDIANA.  IT IS ON PROPERTY OWNED BY
 LA2128'MRS. HAZEL AUL WHO LIVES IN THE THIRD HOUSE SOUTH OF ROAD
 LA2128'INTERSECTION.  IT IS IN THE NORTHEAST CORNER OF A FENCED FIELD IN
 LA2128'THE SOUTHWEST ANGLE OF T ROAD JUNCTION OF TOWNSHIP ROADS 150N AND
 LA2128'650W.
 LA2128'
 LA2128'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 28 AT THE
 LA2128'NORTHEAST EDGE OF ALEXANDRIA GO SOUTH ON STATE HIGHWAY 9 FOR 4.0
 LA2128'MILES TO A CROSSROAD, (STATE HIGHWAY 128).  TURN LEFT AND GO
 LA2128'EAST ON PAVED ROAD FOR 5.4 MILES TO INTERSTATE HIGHWAY 69 OVERPASS.
 LA2128'CONTINUE EAST, (ROAD MAKES SHORT JOG TO THE SOUTH), ON PAVED
 LA2128'ROAD FOR 2.55 MILES TO STATION CAMMACK AZIMUTH MARK ON THE
 LA2128'RIGHT.  CONTINUE STRAIGHT, EAST, FOR 0.4 MILE TO T ROAD JUNCTION
 LA2128'AND STATION IN FIELD ON THE RIGHT.
 LA2128'
 LA2128'STATION MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED CAMMACK
 LA2128'RM 3 1934 1969 USATOPOCOM AND IS SET IN TOP OF A 1.3 FOOT SQUARE
 LA2128'CONCRETE MONUMENT WHICH IS SET 2.0 FEET BELOW GROUND SURFACE.  A
 LA2128'SUB-SURFACE DISK IS SET IN A BLOCK OF CONCRETE ABOUT 4.5 FEET
 LA2128'BELOW GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.
 LA2128'THE STATION IS 24.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 LA2128'37.0 FEET SOUTH OF CENTERLINE OF TOWNSHIP ROAD 150N, 37.5 FEET
 LA2128'WEST OF CENTERLINE OF TOWNSHIP ROAD 650W, 52.3 FEET
 LA2128'SOUTHWEST OF INTERSECTING CENTERLINE OF TOWNSHIP ROADS 150N AND
 LA2128'650W, 18.4 FEET SOUTH OF FENCELINE AND 22.0 FEET WEST OF
 LA2128'POWER POLE NO. B 3/4/1.
 LA2128'
 LA2128'A PRECISE TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LA2128'CAMMACK 1934.  DISTANCE AND ANGULAR MEASUREMENTS WERE
 LA2128'ALSO MADE OF CAMMACK ASTRO ECC. TPC, 1969.
 LA2128'
 LA2128'HEIGHT OF LIGHT ABOVE STATION MARK 37.8 METERS.
 LA2128
 LA2128                          STATION RECOVERY (1970)
 LA2128
 LA2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2128'THE STATION MARK (REFERENCE MARK 3 USE DISK), CAMMACK 1934 AND THE
 LA2128'AZIMUTH MARK WERE RECOVERED.  DUE TO OBSTRUCTION ON LINE TO THE EAST
 LA2128'OF CAMMACK 1934 THE TOWER WAS BUILT OVER THE USE DISK AND A
 LA2128'TRAVERSE CONNECTION WAS MADE.  FOLLOWING IS A NEW DESCRIPTION.
 LA2128'
 LA2128'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF YORKTOWN AND
 LA2128'ON LAND OWNED BY MRS. HAZEL AUL, SHE LIVES SOUTH OF THE STATION IN
 LA2128'THE SECOND HOUSE ON THE EAST SIDE OF THE ROAD.  MRS. AUL PHONE NUMBER
 LA2128'IS 759-5433.
 LA2128'
 LA2128'TO REACH THE STATION FROM THE POST OFFICE IN YORKTOWN AT MARKET AND
 LA2128'SMITH STREETS, GO NORTHERLY ON SMITH STREET FOR 0.3 MILE TO A SIDE
 LA2128'ROAD ON THE LEFT AFTER CROSSING A BRIDGE.  TURN LEFT AND GO
 LA2128'NORTHWESTERLY ON A PAVED ROAD, 575 W, FOR 0.8 MILE TO ITS JUNCTION
 LA2128'WITH 600 W.  TURN RIGHT AND GO NORTH ON 600 W FOR 2.05 MILES TO
 LA2128'ITS JUNCTION WITH 150 N.  TURN LEFT AND GO WEST ON 150 N FOR 0.55
 LA2128'MILE TO ITS JUNCTION WITH 650 W ON THE LEFT AND THE STATION ON THE
 LA2128'RIGHT.
 LA2128'
 LA2128'REFERENCE MARK 3 IS A CORPS OF ENGINEERS DISK STAMPED CAMMACK NO 3
 LA2128'1934 1969, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 LA2128'18 INCHES BELOW THE GROUND SURFACE.  IT IS 52.5 FEET SOUTHWEST OF THE
 LA2128'CENTER OF THE JUNCTION OF 150 N AND 650 W, 24.8 FEET SOUTHWEST OF
 LA2128'A METAL WITNESS POST, 22 FEET WEST OF TELEPHONE POLE NUMBER B 341
 LA2128'WHICH IS IN THE FENCE LINE AND 18.5 FEET SOUTH OF A WIRE FENCE.
 LA2128'
 LA2128'CAMMACK 1934 IS A STANDARD STATION DISK STAMPED CAMMACK 1934, SET
 LA2128'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 8
 LA2128'INCHES BELOW THE GROUND SURFACE.  IT IS 42 FEET NORTH-NORTHWEST OF
 LA2128'THE JUNCTION OF 150 N AND 650 W, 26.7 FEET NORTHWEST OF A T-FENCE
 LA2128'CORNER POST, 20.5 FEET NORTH OF A WIRE FENCE AND 17.5 FEET WEST OF
 LA2128'A WIRE FENCE.
 LA2128'
 LA2128'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CAMMACK 1934
 LA2128'AZIMUTH, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LA2128'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET
 LA2128'WEST OF TELEPHONE POLE NUMBER 29-1/2 AT THE DRIVEWAY, 20 FEET SOUTH
 LA2128'OF THE OF CENTER OF 150 N, 5.5 FEET SOUTHEAST OF TELEPHONE POLE
 LA2128'NUMBER 30 AND FOOT BELOW THE ELEVATION OF THE CENTER OF 150 N.
 LA2128'
 LA2128'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD 150
 LA2128'N FOR 0.4 MILE TO THE MARK ON THE LEFT.
 LA2128'
 LA2128'HEIGHT OF LIGHT ABOVE STATION MARK 124 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2308 ***********************************************************************
 HZ2308  DESIGNATION -  CAMP
 HZ2308  PID         -  HZ2308
 HZ2308  STATE/COUNTY-  IN/JEFFERSON
 HZ2308  COUNTRY     -  US
 HZ2308  USGS QUAD   -  VOLGA (2019)
 HZ2308
 HZ2308                         *CURRENT SURVEY CONTROL
 HZ2308  ______________________________________________________________________
 HZ2308* NAD 83(1997) POSITION- 38 50 52.20872(N) 085 30 40.95889(W)   ADJUSTED
 HZ2308* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 HZ2308  ______________________________________________________________________
 HZ2308  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 HZ2308  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 HZ2308  HORZ ORDER      -  SECOND
 HZ2308
 HZ2308.The horizontal coordinates were established by classical geodetic methods
 HZ2308.and adjusted by the National Geodetic Survey in May 1999.
 HZ2308
 HZ2308.The orthometric height was scaled from a topographic map.
 HZ2308
 HZ2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2308.GEOID18 height accuracy estimate available here.
 HZ2308
 HZ2308.Click photographs - Photos may exist for this station.
 HZ2308
 HZ2308.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2308
 HZ2308. The following values were computed from the NAD 83(1997) position.
 HZ2308
 HZ2308;                    North         East     Units Scale Factor Converg.
 HZ2308;SPC IN E     -   399,615.948   113,480.464   MT  0.99996890   +0 05 50.7
 HZ2308;SPC IN E     - 1,311,073.32    372,310.49   sFT  0.99996890   +0 05 50.7
 HZ2308;SPC KY1Z     - 1,279,107.210 1,520,716.200   MT  1.00004871   +0 08 47.4
 HZ2308;SPC KY1Z     - 4,196,537.57  4,989,216.40   sFT  1.00004871   +0 08 47.4
 HZ2308;SPC KY N     -   150,358.963   390,502.918   MT  0.99998409   -0 47 04.8
 HZ2308;SPC KY N     -   493,302.70  1,281,174.99   sFT  0.99998409   -0 47 04.8
 HZ2308;UTM  16      - 4,300,943.734   629,181.204   MT  0.99980549   +0 56 01.9
 HZ2308
 HZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2308!SPC IN E     -   0.99996800  x   0.99996890  =   0.99993690
 HZ2308!SPC KY1Z     -   0.99996800  x   1.00004871  =   1.00001671
 HZ2308!SPC KY N     -   0.99996800  x   0.99998409  =   0.99995209
 HZ2308!UTM  16      -   0.99996800  x   0.99980549  =   0.99977350
 HZ2308
 HZ2308:                Primary Azimuth Mark                     Grid Az
 HZ2308:SPC IN E     -  KENT                                     203 24 08.5
 HZ2308:SPC KY1Z     -  KENT                                     203 21 11.8
 HZ2308:SPC KY N     -  KENT                                     204 17 04.0
 HZ2308:UTM  16      -  KENT                                     202 33 57.3
 HZ2308
 HZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2918100943(NAD 83)
 HZ2308
 HZ2308|---------------------------------------------------------------------|
 HZ2308| PID    Reference Object                     Distance      Geod. Az  |
 HZ2308|                                                           dddmmss.s |
 HZ2308| HZ2309 FIVE POINTS LOOKOUT TOWER 1947       10.180 METERS 05308     |
 HZ2308| CG7357 CAMP RM 1                            42.611 METERS 16637     |
 HZ2308| HZ2314 KENT                                APPROX.13.3 KM 2032959.2 |
 HZ2308| CG7358 CAMP RM 2                            35.579 METERS 26800     |
 HZ2308| CG7356 CAMP AZ MK                                         3141303.6 |
 HZ2308|---------------------------------------------------------------------|
 HZ2308
 HZ2308                          SUPERSEDED SURVEY CONTROL
 HZ2308
 HZ2308  NAD 83(1995)-  38 50 52.20824(N)    085 30 40.95450(W) AD(       ) 2
 HZ2308  NAD 83(1993)-  38 50 52.20849(N)    085 30 40.95526(W) AD(       ) 2
 HZ2308  NAD 83(1986)-  38 50 52.20926(N)    085 30 40.96060(W) AD(       ) 2
 HZ2308  NAD 27      -  38 50 52.00000(N)    085 30 41.09700(W) AD(       ) 2
 HZ2308
 HZ2308.Superseded values are not recommended for survey control.
 HZ2308
 HZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2308.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2308
 HZ2308_MARKER: DS = TRIANGULATION STATION DISK
 HZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2308_STAMPING: CAMP 1947
 HZ2308_MARK LOGO: CGS
 HZ2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2308+STABILITY: SURFACE MOTION
 HZ2308
 HZ2308  HISTORY     - Date     Condition        Report By
 HZ2308  HISTORY     - 1947     MONUMENTED       CGS
 HZ2308  HISTORY     - 1976     GOOD             NGS
 HZ2308  HISTORY     - 1977     GOOD             BRADY
 HZ2308
 HZ2308                          STATION DESCRIPTION
 HZ2308
 HZ2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2308'STATION IS 4.0 MILES NORTHWEST FROM THE CONCRETE HIGHWAY BRIDGE IN
 HZ2308'NORTH WIRT VIA STATE HIGHWAY 7, 49 FEET NORTHEAST OF THE
 HZ2308'CENTERLINE OF THE HIGHWAY, 33.40 FEET SOUTHWEST OF THE CENTER OF FIVE
 HZ2308'POINTS LOOKOUT TOWER BY A TRAVERSE CONNECTION, 24 FEET
 HZ2308'SOUTHEAST OF A 10-INCH HICKORY TREE, AND 18 FEET SOUTHWEST OF THE
 HZ2308'SOUTHWEST LEG OF THE LOOKOUT TOWER. THE MARK PROJECTS 3 INCHES,
 HZ2308'AND THE DISK IS STAMPED CAMP 1947.
 HZ2308'
 HZ2308'REFERENCE MARK NO. 1 IS 139.75 FEET SOUTH OF THE STATION AND 35 FEET
 HZ2308'SOUTHWEST OF THE HIGHWAYS CENTERLINE. THE MARK PROJECTS 6
 HZ2308'INCHES, AND THE DISK IS STAMPED CAMP NO 1 1947.
 HZ2308'
 HZ2308'REFERENCE MARK NO. 2 IS 116.70 FEET WEST OF THE STATION AND 30 FEET
 HZ2308'SOUTHWEST OF THE HIGHWAYS CENTERLINE. THE MARK PROJECTS 6
 HZ2308'INCHES, AND THE DISK IS STAMPED CAMP NO 2 1947.
 HZ2308'
 HZ2308'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 28 FEET SOUTHWEST
 HZ2308'OF THE HIGHWAYS CENTERLINE, AND 2 FEET SOUTHEAST OF A
 HZ2308'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ2308'STAMPED CAMP 1947.
 HZ2308'
 HZ2308'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2308
 HZ2308                          STATION RECOVERY (1976)
 HZ2308
 HZ2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2308'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 HZ2308'CONDITION.  THE AZIMUTH MARK WAS FOUND LAYING OUT OF THE GROUND.
 HZ2308'THERE WAS NO OBJECT TO SET A NEW AZIMUTH MARK FROM.  REFERENCE MARK
 HZ2308'1 WAS FOUND TO BE 0.05 FOOT LONGER AND REFERENCE MARK 2 WAS FOUND
 HZ2308'TO BE 0.03 FOOT LONGER.  THE ANGLE BETWEEN REFERENCE MARK 1 AND 2
 HZ2308'WAS SMALLER BY 1-MINUTE 06 SECONDS.
 HZ2308'
 HZ2308'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE FOR RECOVER
 HZ2308'OF THE STATION.
 HZ2308'
 HZ2308'NO MEASUREMENT REFERENCE MARK 1 TO 2 FENCE POSTS ON LINE.
 HZ2308'
 HZ2308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-MILES NORTHWEST
 HZ2308'OF WIRT.
 HZ2308'
 HZ2308'HEIGH OF LIGHT ABOVE FROM STATION MARK 5 FEET.
 HZ2308
 HZ2308                          STATION RECOVERY (1977)
 HZ2308
 HZ2308'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (JJ)
 HZ2308'CAMP 1947 RECOVERED GOOD.
 HZ2308'
 HZ2308'(AZIM) RECOVERED POOR-TOP KNOCKED OFF - LEANING TO NW.
 HZ2308'
 HZ2308'CAMP NO 1 1947 RECOVERED GOOD.
 HZ2308'
 HZ2308'CAMP NO 2 1947 RECOVERED GOOD.
 HZ2308'
 HZ2308'AZIM. MARK IS 2400 FEET + OR - NW OF STATION, 39 FEET SE OF
 HZ2308'INTERSECTION HWY 7 AND DRIVE NE TO HALL RESIDENCE.
 HZ2308'
 HZ2308'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW OF WIRT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0529 ***********************************************************************
 HA0529  DESIGNATION -  CANNELTON
 HA0529  PID         -  HA0529
 HA0529  STATE/COUNTY-  IN/PERRY
 HA0529  COUNTRY     -  US
 HA0529  USGS QUAD   -  CANNELTON (2019)
 HA0529
 HA0529                         *CURRENT SURVEY CONTROL
 HA0529  ______________________________________________________________________
 HA0529* NAD 83(1997) POSITION- 37 54 48.78524(N) 086 44 25.44475(W)   ADJUSTED
 HA0529* NAVD 88 ORTHO HEIGHT -   145.334 (meters)      476.82  (feet) ADJUSTED
 HA0529  ______________________________________________________________________
 HA0529  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 HA0529  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 HA0529  DYNAMIC HEIGHT  -        145.231 (meters)      476.48  (feet) COMP
 HA0529  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 HA0529
 HA0529  HORZ ORDER      -  THIRD
 HA0529  VERT ORDER      -  FIRST     CLASS II
 HA0529
 HA0529.The horizontal coordinates were established by classical geodetic methods
 HA0529.and adjusted by the National Geodetic Survey in May 1999.
 HA0529
 HA0529.The orthometric height was determined by differential leveling and
 HA0529.adjusted by the NATIONAL GEODETIC SURVEY
 HA0529.in June 1991.
 HA0529
 HA0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0529.GEOID18 height accuracy estimate available here.
 HA0529
 HA0529.Click photographs - Photos may exist for this station.
 HA0529
 HA0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0529
 HA0529.The dynamic height is computed by dividing the NAVD 88
 HA0529.geopotential number by the normal gravity value computed on the
 HA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0529.degrees latitude (g = 980.6199 gals.).
 HA0529
 HA0529.The modeled gravity was interpolated from observed gravity values.
 HA0529
 HA0529. The following values were computed from the NAD 83(1997) position.
 HA0529
 HA0529;                    North         East     Units Scale Factor Converg.
 HA0529;SPC IN W     -   295,954.386   930,154.926   MT  0.99997786   +0 12 38.6
 HA0529;SPC IN W     -   970,977.01  3,051,683.29   sFT  0.99997786   +0 12 38.6
 HA0529;UTM  16      - 4,196,255.210   522,818.819   MT  0.99960641   +0 09 34.3
 HA0529
 HA0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0529!SPC IN W     -   0.99998220  x   0.99997786  =   0.99996006
 HA0529!UTM  16      -   0.99998220  x   0.99960641  =   0.99958862
 HA0529
 HA0529:                Primary Azimuth Mark                     Grid Az
 HA0529:SPC IN W     -  CANNELTON AZ MK                          232 24 57.0
 HA0529:UTM  16      -  CANNELTON AZ MK                          232 28 01.3
 HA0529
 HA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2281896255(NAD 83)
 HA0529
 HA0529|---------------------------------------------------------------------|
 HA0529| PID    Reference Object                     Distance      Geod. Az  |
 HA0529|                                                           dddmmss.s |
 HA0529| HA0530 CANNELTON RM 1                       34.780 METERS 12919     |
 HA0529| HA0528 CANNELTON RM 2                       27.473 METERS 22436     |
 HA0529| CG7365 CANNELTON AZ MK                                    2323735.6 |
 HA0529| HA1466 CANNELTON ST MICHAELS CATH CH        79.818 METERS 24815     |
 HA0529|---------------------------------------------------------------------|
 HA0529
 HA0529                          SUPERSEDED SURVEY CONTROL
 HA0529
 HA0529  NAD 83(1993)-  37 54 48.78529(N)    086 44 25.44494(W) AD(       ) 3
 HA0529  NAD 83(1986)-  37 54 48.79203(N)    086 44 25.44881(W) AD(       ) 3
 HA0529  NAD 27      -  37 54 48.59300(N)    086 44 25.49100(W) AD(       ) 3
 HA0529  NGVD 29 (??/??/92)  145.440  (m)          477.16   (f) ADJ UNCH    1 2
 HA0529  NGVD 29             145.44   (m)          477.2    (f) LEVELING    3  
 HA0529
 HA0529.Superseded values are not recommended for survey control.
 HA0529
 HA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0529.See file dsdata.pdf to determine how the superseded data were derived.
 HA0529
 HA0529_MARKER: DS = TRIANGULATION STATION DISK
 HA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0529_STAMPING: CANNELTON 1946
 HA0529_MARK LOGO: CGS
 HA0529_PROJECTION: PROJECTING 10 CENTIMETERS
 HA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0529+STABILITY: SURFACE MOTION
 HA0529
 HA0529  HISTORY     - Date     Condition        Report By
 HA0529  HISTORY     - 1946     MONUMENTED       CGS
 HA0529  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0529  HISTORY     - 1965     GOOD             CGS
 HA0529  HISTORY     - 20000101 MARK NOT FOUND   DI
 HA0529
 HA0529                          STATION DESCRIPTION
 HA0529
 HA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0529'THIS STATION IS IN CANNELTON, ABOUT 0.1 MILE NORTHEAST OF STATE
 HA0529'HIGHWAY 66, 36 FEET NORTH OF THE CENTERLINE OF NORTHEAST WASHINGTON
 HA0529'STREET, 82 FEET SOUTHEAST OF A BRICK HOUSE AND 7 FEET NORTHWEST OF A
 HA0529'WHITE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA0529'CANNELTON 1946.
 HA0529'
 HA0529'REFERENCE MARK NO. 1 IS 113.78 FEET SOUTHEAST OF THE STATION, 30 FEET
 HA0529'SOUTH OF THE CENTERLINE OF WASHINGTON STREET, AND 23 FEET WEST OF A
 HA0529'SMALL HOUSE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA0529'CANNELTON NO 1 1946.
 HA0529'
 HA0529'REFERENCE MARK NO. 2 IS 90.13 FEET SOUTHWEST OF THE STATION, 49 FEET
 HA0529'SOUTH OF A BRICK HOUSE AND 17 FEET SOUTH OF THE CENTERLINE OF
 HA0529'WASHINGTON STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA0529'STAMPED CANNELTON NO 2 1946.
 HA0529'
 HA0529'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 31 FEET SOUTHWEST OF
 HA0529'THE JUNCTION OF THE SOUTHWEST END OF WASHINGTON STREET AND
 HA0529'STATE HIGHWAY 66 AND 3 FEET NORTHEAST OF A WHITE POST.  THE MARK
 HA0529'PROJECTS 6 INCHES AND THE DISK IS STAMPED CANNELTON 1946.
 HA0529'
 HA0529'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HA0529
 HA0529                          STATION RECOVERY (1965)
 HA0529
 HA0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0529'THE STATION MARK, STAMPED CANNELTON 1946, IS ABOUT 0.05 MILE
 HA0529'NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY COUNTY COURTHOUSE AT
 HA0529'CANNELTON, THENCE 0.1 MILE NORTHEAST ALONG WASHINGTON STREET, 113.7
 HA0529'FEET NORTHWEST AND ACROSS THE STREET FROM R.M. 1, 90.1 FEET
 HA0529'NORTHEAST OF R.M. 2, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 HA0529'STREET, 28 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 HA0529'70 FEET NORTH AND ACROSS THE STREET FROM A 32-INCH ELM TREE, ABOUT
 HA0529'3 FEET BELOW THE LEVEL OF THE STREET, SET IN THE TOP OF A
 HA0529'CONCRETE POST PROJECTING 1 INCH.
 HA0529'
 HA0529'R.M. 1, STAMPED CANNELTON NO 1 1946, IS 113.7 FEET SOUTHEAST OF
 HA0529'THE STATION, 29-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET,
 HA0529'24 FEET NORTHWEST OF THE NORTH CORNER OF A FRAME HOUSE, 10 FEET
 HA0529'SOUTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HA0529'STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HA0529'
 HA0529'R.M. 2, STAMPED CANNELTON NO 2 1946, IS 90.1 FEET SOUTHWEST OF THE
 HA0529'STATION, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 69-1/2
 HA0529'FEET EAST AND ACROSS THE STREET FROM THE ST. MICHAEL CHURCH, 10
 HA0529'FEET NORTH OF A 16-INCH ELM TREE, ABOUT LEVEL WITH THE STREET, SET
 HA0529'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0529
 HA0529                          STATION RECOVERY (1965)
 HA0529
 HA0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0529'0.2 MI N FROM CANNELTON.
 HA0529'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0529'COUNTY COURTHOUSE AT CANNELTON, THENCE 0.1 MILE NORTHEAST ALONG
 HA0529'WASHINGTON STREET, 113.7 FEET NORTHWEST AND ACROSS THE STREET FROM
 HA0529'CANNELTON R.M. 1, 90.1 FEET NORTHEAST OF CANNELTON R.M. 2, 35 FEET
 HA0529'NORTHWEST OF THE CENTER LINE OF THE STREET, 28 FEET SOUTHEAST OF
 HA0529'THE CENTER LINE OF A PAVED ROAD, 70 FEET NORTH AND ACROSS THE
 HA0529'STREET FROM A 32-INCH ELM TREE, ABOUT 3 FEET BELOW THE LEVEL OF
 HA0529'THE STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HA0529
 HA0529                          STATION RECOVERY (2000)
 HA0529
 HA0529'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 HA0529'SEARCHED FOR STATION AND RMS - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0530 ***********************************************************************
 HA0530  DESIGNATION -  CANNELTON RM 1
 HA0530  PID         -  HA0530
 HA0530  STATE/COUNTY-  IN/PERRY
 HA0530  COUNTRY     -  US
 HA0530  USGS QUAD   -  CANNELTON (2019)
 HA0530
 HA0530                         *CURRENT SURVEY CONTROL
 HA0530  ______________________________________________________________________
 HA0530* NAD 83(1986) POSITION- 37 54 48.07   (N) 086 44 24.34   (W)   HD_HELD1
 HA0530* NAVD 88 ORTHO HEIGHT -   148.974 (meters)      488.76  (feet) ADJUSTED
 HA0530  ______________________________________________________________________
 HA0530  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 HA0530  DYNAMIC HEIGHT  -        148.869 (meters)      488.41  (feet) COMP
 HA0530  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 HA0530
 HA0530  VERT ORDER      -  FIRST     CLASS II
 HA0530
 HA0530.The horizontal coordinates were determined by differentially corrected
 HA0530.hand held GPS observations or other comparable positioning techniques
 HA0530.and have an estimated accuracy of +/- 3 meters.
 HA0530
 HA0530.The orthometric height was determined by differential leveling and
 HA0530.adjusted by the NATIONAL GEODETIC SURVEY
 HA0530.in June 1991.
 HA0530
 HA0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0530.GEOID18 height accuracy estimate available here.
 HA0530
 HA0530.Click photographs - Photos may exist for this station.
 HA0530
 HA0530.The dynamic height is computed by dividing the NAVD 88
 HA0530.geopotential number by the normal gravity value computed on the
 HA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0530.degrees latitude (g = 980.6199 gals.).
 HA0530
 HA0530.The modeled gravity was interpolated from observed gravity values.
 HA0530
 HA0530;                    North         East    Units  Estimated Accuracy
 HA0530;SPC IN W     -   295,932.4     930,182.0     MT  (+/- 3 meters HH1 GPS) 
 HA0530
 HA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2284596233(NAD 83)
 HA0530
 HA0530                          SUPERSEDED SURVEY CONTROL
 HA0530
 HA0530  NGVD 29 (??/??/92)  149.081  (m)          489.11   (f) ADJ UNCH    1 2
 HA0530
 HA0530.Superseded values are not recommended for survey control.
 HA0530
 HA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0530.See file dsdata.pdf to determine how the superseded data were derived.
 HA0530
 HA0530_MARKER: DR = REFERENCE MARK DISK
 HA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0530_STAMPING: CANNELTON NO 1 1946
 HA0530_MARK LOGO: CGS
 HA0530_PROJECTION: PROJECTING 10 CENTIMETERS
 HA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0530+STABILITY: SURFACE MOTION
 HA0530
 HA0530  HISTORY     - Date     Condition        Report By
 HA0530  HISTORY     - 1946     MONUMENTED       CGS
 HA0530  HISTORY     - 1965     GOOD             CGS
 HA0530  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0530
 HA0530                          STATION DESCRIPTION
 HA0530
 HA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0530'0.2 MI N FROM CANNELTON.
 HA0530'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0530'COUNTY COURTHOUSE AT CANNELTON, THENCE 0.1 MILE NORTHEAST ALONG
 HA0530'WASHINGTON STREET, 113.7 FEET SOUTHEAST OF CANNELTON 1946, 29 1/2
 HA0530'FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, 24 FEET NORTHWEST
 HA0530'OF THE NORTH CORNER OF A FRAME HOUSE, 10 FEET SOUTHWEST OF A TELEPHONE
 HA0530'POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET, SET IN THE TOP OF
 HA0530'A CONCRETE POST PROJECTING 1 INCH.
 HA0530
 HA0530                          STATION RECOVERY (2023)
 HA0530
 HA0530'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0528 ***********************************************************************
 HA0528  DESIGNATION -  CANNELTON RM 2
 HA0528  PID         -  HA0528
 HA0528  STATE/COUNTY-  IN/PERRY
 HA0528  COUNTRY     -  US
 HA0528  USGS QUAD   -  CANNELTON (2019)
 HA0528
 HA0528                         *CURRENT SURVEY CONTROL
 HA0528  ______________________________________________________________________
 HA0528* NAD 83(1986) POSITION- 37 54 48.15   (N) 086 44 26.23   (W)   HD_HELD1
 HA0528* NAVD 88 ORTHO HEIGHT -   143.593 (meters)      471.10  (feet) ADJUSTED
 HA0528  ______________________________________________________________________
 HA0528  GEOID HEIGHT    -        -31.897 (meters)                     GEOID18
 HA0528  DYNAMIC HEIGHT  -        143.492 (meters)      470.77  (feet) COMP
 HA0528  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 HA0528
 HA0528  VERT ORDER      -  FIRST     CLASS II
 HA0528
 HA0528.The horizontal coordinates were determined by differentially corrected
 HA0528.hand held GPS observations or other comparable positioning techniques
 HA0528.and have an estimated accuracy of +/- 3 meters.
 HA0528
 HA0528.The orthometric height was determined by differential leveling and
 HA0528.adjusted by the NATIONAL GEODETIC SURVEY
 HA0528.in June 1991.
 HA0528
 HA0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0528.GEOID18 height accuracy estimate available here.
 HA0528
 HA0528.Click photographs - Photos may exist for this station.
 HA0528
 HA0528.The dynamic height is computed by dividing the NAVD 88
 HA0528.geopotential number by the normal gravity value computed on the
 HA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0528.degrees latitude (g = 980.6199 gals.).
 HA0528
 HA0528.The modeled gravity was interpolated from observed gravity values.
 HA0528
 HA0528;                    North         East    Units  Estimated Accuracy
 HA0528;SPC IN W     -   295,934.7     930,135.8     MT  (+/- 3 meters HH1 GPS) 
 HA0528
 HA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2279996235(NAD 83)
 HA0528
 HA0528                          SUPERSEDED SURVEY CONTROL
 HA0528
 HA0528  NGVD 29 (??/??/92)  143.699  (m)          471.45   (f) ADJ UNCH    1 2
 HA0528
 HA0528.Superseded values are not recommended for survey control.
 HA0528
 HA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0528.See file dsdata.pdf to determine how the superseded data were derived.
 HA0528
 HA0528_MARKER: DR = REFERENCE MARK DISK
 HA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0528_STAMPING: CANNELTON NO 2 1946
 HA0528_MARK LOGO: CGS
 HA0528_PROJECTION: PROJECTING 15 CENTIMETERS
 HA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0528+STABILITY: SURFACE MOTION
 HA0528
 HA0528  HISTORY     - Date     Condition        Report By
 HA0528  HISTORY     - 1946     MONUMENTED       CGS
 HA0528  HISTORY     - 1965     GOOD             CGS
 HA0528  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0528
 HA0528                          STATION DESCRIPTION
 HA0528
 HA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0528'0.2 MI N FROM CANNELTON.
 HA0528'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0528'COUNTY COURTHOUSE AT CANNELTON, THENCE 0.1 MILE NORTHEAST ALONG
 HA0528'WASHINGTON STREET, 90.1 FEET SOUTHWEST OF CANNELTON 1946, 20 FEET
 HA0528'SOUTHEAST OF THE CENTER LINE OF THE STREET, 69 1/2 FEET EAST AND
 HA0528'ACROSS THE STREET FROM THE ST. MICHAEL CHURCH, 10 FEET NORTH OF A
 HA0528'16-INCH ELM TREE, ABOUT LEVEL WITH THE STREET, SET IN THE TOP OF A
 HA0528'CONCRETE POST PROJECTING 6 INCHES.
 HA0528
 HA0528                          STATION RECOVERY (2023)
 HA0528
 HA0528'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0528'LOCATION IS PAVED PARKING LOT NOW.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1466 ***********************************************************************
 HA1466  DESIGNATION -  CANNELTON ST MICHAELS CATH CH
 HA1466  PID         -  HA1466
 HA1466  STATE/COUNTY-  IN/PERRY
 HA1466  COUNTRY     -  US
 HA1466  USGS QUAD   -  CANNELTON (2019)
 HA1466
 HA1466                         *CURRENT SURVEY CONTROL
 HA1466  ______________________________________________________________________
 HA1466* NAD 83(1997) POSITION- 37 54 47.82564(N) 086 44 28.48021(W)   ADJUSTED
 HA1466  ______________________________________________________________________
 HA1466  GEOID HEIGHT    -        -31.895 (meters)                     GEOID18
 HA1466  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 HA1466  HORZ ORDER      -  THIRD
 HA1466
 HA1466.The horizontal coordinates were established by classical geodetic methods
 HA1466.and adjusted by the National Geodetic Survey in May 1999.
 HA1466
 HA1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1466.GEOID18 height accuracy estimate available here.
 HA1466
 HA1466.Click photographs - Photos may exist for this station.
 HA1466
 HA1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1466
 HA1466. The following values were computed from the NAD 83(1997) position.
 HA1466
 HA1466;                    North         East     Units Scale Factor Converg.
 HA1466;SPC IN W     -   295,924.528   930,080.891   MT  0.99997781   +0 12 36.7
 HA1466;SPC IN W     -   970,879.06  3,051,440.39   sFT  0.99997781   +0 12 36.7
 HA1466;UTM  16      - 4,196,225.429   522,744.785   MT  0.99960637   +0 09 32.4
 HA1466
 HA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2274496225(NAD 83)
 HA1466
 HA1466                          SUPERSEDED SURVEY CONTROL
 HA1466
 HA1466  NAD 83(1993)-  37 54 47.82573(N)    086 44 28.48020(W) AD(       ) 3
 HA1466  NAD 83(1986)-  37 54 47.83295(N)    086 44 28.48397(W) AD(       ) 3
 HA1466  NAD 27      -  37 54 47.63400(N)    086 44 28.52300(W) AD(       ) 3
 HA1466
 HA1466.Superseded values are not recommended for survey control.
 HA1466
 HA1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1466.See file dsdata.pdf to determine how the superseded data were derived.
 HA1466
 HA1466_MARKER: 90 = CHURCH SPIRE
 HA1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1466+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 HA1466
 HA1466  HISTORY     - Date     Condition        Report By
 HA1466  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1466  HISTORY     - 20101215 GOOD             GEOCAC
 HA1466
 HA1466                          STATION DESCRIPTION
 HA1466
 HA1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1466'THE STATION IS THE CROSS ON THE SPIRE OF THE CHURCH, LOCATED ON THE
 HA1466'EAST EDGE OF CANNELTON, ON THE NORTH ANGLE OF THE INTERSECTION OF
 HA1466'WASHINGTON STREET AND 8TH AVENUE.  THE CHURCH IS BUILT OF STONE AND
 HA1466'THE SPIRE IS COVERED WITH SLATE.  IT IS ABOUT 120 FEET HIGH.
 HA1466
 HA1466                          STATION RECOVERY (2010)
 HA1466
 HA1466'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1466'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2295 ***********************************************************************
 ME2295  DESIGNATION -  CANOE
 ME2295  PID         -  ME2295
 ME2295  STATE/COUNTY-  IN/FULTON
 ME2295  COUNTRY     -  US
 ME2295  USGS QUAD   -  ARGOS (2019)
 ME2295
 ME2295                         *CURRENT SURVEY CONTROL
 ME2295  ______________________________________________________________________
 ME2295* NAD 83(1997) POSITION- 41 08 03.15175(N) 086 13 37.53708(W)   ADJUSTED
 ME2295* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 ME2295  ______________________________________________________________________
 ME2295  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME2295  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 ME2295  HORZ ORDER      -  SECOND
 ME2295
 ME2295.The horizontal coordinates were established by classical geodetic methods
 ME2295.and adjusted by the National Geodetic Survey in May 1999.
 ME2295
 ME2295.The orthometric height was scaled from a topographic map.
 ME2295
 ME2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2295.GEOID18 height accuracy estimate available here.
 ME2295
 ME2295.Click photographs - Photos may exist for this station.
 ME2295
 ME2295.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2295
 ME2295. The following values were computed from the NAD 83(1997) position.
 ME2295
 ME2295;                    North         East     Units Scale Factor Converg.
 ME2295;SPC IN E     -   653,613.673    52,945.613   MT  0.99999391   -0 22 07.2
 ME2295;SPC IN E     - 2,144,397.53    173,705.73   sFT  0.99999391   -0 22 07.2
 ME2295;UTM  16      - 4,553,943.526   564,870.846   MT  0.99965179   +0 30 30.4
 ME2295
 ME2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2295!SPC IN E     -   0.99996247  x   0.99999391  =   0.99995638
 ME2295!UTM  16      -   0.99996247  x   0.99965179  =   0.99961427
 ME2295
 ME2295:                Primary Azimuth Mark                     Grid Az
 ME2295:SPC IN E     -  CANOE AZ MK                              349 09 19.5
 ME2295:UTM  16      -  CANOE AZ MK                              348 16 41.9
 ME2295
 ME2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6487053943(NAD 83)
 ME2295
 ME2295|---------------------------------------------------------------------|
 ME2295| PID    Reference Object                     Distance      Geod. Az  |
 ME2295|                                                           dddmmss.s |
 ME2295| CM2844 CANOE RM 3                            6.943 METERS 18057     |
 ME2295| CM2842 CANOE RM 1                           70.601 METERS 24331     |
 ME2295| CM2843 CANOE RM 2                           33.808 METERS 33010     |
 ME2295| CM2841 CANOE AZ MK                                        3484712.3 |
 ME2295|---------------------------------------------------------------------|
 ME2295
 ME2295                          SUPERSEDED SURVEY CONTROL
 ME2295
 ME2295  NAD 83(1986)-  41 08 03.15730(N)    086 13 37.54596(W) AD(       ) 2
 ME2295  NAD 27      -  41 08 03.00470(N)    086 13 37.54260(W) AD(       ) 2
 ME2295
 ME2295.Superseded values are not recommended for survey control.
 ME2295
 ME2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2295.See file dsdata.pdf to determine how the superseded data were derived.
 ME2295
 ME2295_MARKER: DS = TRIANGULATION STATION DISK
 ME2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2295_STAMPING: CANOE 1952
 ME2295_MARK LOGO: CGS
 ME2295_PROJECTION: RECESSED 30 CENTIMETERS
 ME2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2295+STABILITY: SURFACE MOTION
 ME2295
 ME2295  HISTORY     - Date     Condition        Report By
 ME2295  HISTORY     - 1952     MONUMENTED       CGS
 ME2295  HISTORY     - 1960     GOOD             LOCENG
 ME2295  HISTORY     - 1975     GOOD             NGS
 ME2295
 ME2295                          STATION DESCRIPTION
 ME2295
 ME2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2295'STATION IS LOCATED ABOUT 7 MILES SOUTH OF ARGOS AND 5 MILES NORTH OF
 ME2295'ROCHESTER, ABOUT 300 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31 AND IS
 ME2295'ON PROPERTY OWNED BY MR. THOMAS W. BECK.  IT IS 160 FEET SOUTHEAST OF
 ME2295'THE SOUTHEAST CORNER OF MR. BECKERS HOUSE, 69 FEET SOUTHEAST OF A
 ME2295'FENCE CORNER AND 1 FOOT WEST OF A FENCE.  THE MARK IS ABOUT 12 INCHES
 ME2295'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CANOE 1952.
 ME2295'
 ME2295'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF HIGHWAY 31, 6
 ME2295'FEET NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTH OF A WHITE WITNESS
 ME2295'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2295'THE DISK IS STAMPED CANOE NO 1 1952.
 ME2295'
 ME2295'REFERENCE MARK NO. 2 IS 62 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ME2295'HOUSE, 6 FEET EAST OF A FENCE CORNER AND 6 FEET NORTHEAST OF A 12 INCH
 ME2295'APPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CANOE NO 2
 ME2295'1952.
 ME2295'
 ME2295'AZIMUTH MARK IS 47 FEET WEST OF THE CENTER OF U.S. HIGHWAY 31, 3 FEET
 ME2295'EAST OF A FENCE, 3 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST
 ME2295'OF A TELEPHONE POLE.  THE MARK PROJECTS AOUT 4 INCHES AND THE DISK IS
 ME2295'STAMPED CANOE 1952.
 ME2295'
 ME2295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2295'HIGHWAY 10 IN ARGOS, GO SOUTH ON HIGHWAY 31 FOR 7.0 MILES TO THE
 ME2295'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR
 ME2295'0.1 MILE TO A GRAVEL CROSSROAD, CONTINUE SOUTH FOR 0.1 MILE TO A FRAME
 ME2295'HOUSE ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO EAST FOR 300 FEET TO
 ME2295'THE TOP OF A SMALL HILL AND STATION AS DESCRIBED.
 ME2295'
 ME2295'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2295
 ME2295                          STATION RECOVERY (1960)
 ME2295
 ME2295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 ME2295'RECOVERED BY SUR BRANCH ENG DIVISION
 ME2295'
 ME2295'STATION RECOVERED IN GOOD CONDITION.
 ME2295
 ME2295                          STATION RECOVERY (1975)
 ME2295
 ME2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2295'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 ME2295'GOOD CONDITION.  REFERENCE MARK 2 WAS BENEATH A CONCRETE FLOOR OF A
 ME2295'GARAGE.  THE DIRECTION TO REFERENCE MARK 1 CHECKED, THE DISTANCE BEING
 ME2295'SHORTER BY .72 FOOT, A NEW DESCRIPTION FOLLOWS.
 ME2295'
 ME2295'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ROCHESTER, ABOUT 7 MILES
 ME2295'SOUTH OF ARGOS AND ON PROPERTY OWNED BY MR. THOMAS W. BECK.  IT IS 160
 ME2295'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. BECK HOUSE, 110 FEET
 ME2295'SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE, 52 FEET SOUTH OF A
 ME2295'FENCE CORNER, 13 FEET SOUTH OF A GATE POST AND 0.5 FEET WEST OF A
 ME2295'FENCELINE.  THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS
 ME2295'STAMPED CANOE 1952.
 ME2295'
 ME2295'REFERENCE MARK 1 IS 51 FEET NORTH OF A POWER POLE, 50 FEET EAST OF THE
 ME2295'CENTERLINE OF OLD U.S. HIGHWAY 31, 2 FEET SOUTH OF A WOODEN WITNESS
 ME2295'POST AND 1 FOOT EAST OF A FENCELINE.  THE MONUMENT IS FLUSH AND THE
 ME2295'DISK IS STAMPED CANOE NO 1 1952.
 ME2295'
 ME2295'REFERENCE MARK 3 IS 36 FEET SOUTH OF THE GATE POST AND 1 FOOT WEST OF
 ME2295'THE FENCELINE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 ME2295'CANOE 1952 NO 3 1975.
 ME2295'
 ME2295'TO REACH THE STATION FROM THE COURT HOUSE IN ROCHESTER, GO NORTH ON
 ME2295'OLD U.S. HIGHWAY 31 FOR 2.85 MILES TO A STEEL BRIDGE.  CONTINUE ON THE
 ME2295'HIGHWAY FOR 2.0 MILES TO A DRIVEWAY ON THE RIGHT AT MR. BECKS HOUSE
 ME2295'AND THE STATION AS DESCRIBED.
 ME2295'
 ME2295'THE AZIMUTH MARK IS 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17
 ME2295'FEET SOUTHWEST OF A 36 INCH TREE AND 1 FOOT EAST OF A TELEPHONE POLE.
 ME2295'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CANOE 1952.
 ME2295'
 ME2295'TO REACH THE AZIMUTH MARK FROM MR. BECKS DRIVEWAY, CONTINUE NORTH ON
 ME2295'THE HIGHWAY FOR 0.25 MILE AND THE MARK ON THE LEFT, WEST SIDE OF THE
 ME2295'HIGHWAY.
 ME2295'
 ME2295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 ME2295'ROCHESTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1680 ***********************************************************************
 JA1680  DESIGNATION -  CANTON
 JA1680  PID         -  JA1680
 JA1680  STATE/COUNTY-  IN/WASHINGTON
 JA1680  COUNTRY     -  US
 JA1680  USGS QUAD   -  KOSSUTH (2019)
 JA1680
 JA1680                         *CURRENT SURVEY CONTROL
 JA1680  ______________________________________________________________________
 JA1680* NAD 83(1997) POSITION- 38 37 35.12860(N) 086 02 19.89073(W)   ADJUSTED
 JA1680* NAVD 88 ORTHO HEIGHT -   263.53  (+/-2cm)      864.6   (feet) VERTCON3
 JA1680  ______________________________________________________________________
 JA1680  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 JA1680  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 JA1680  HORZ ORDER      -  THIRD
 JA1680  VERT ORDER      -  THIRD ? (See Below)
 JA1680
 JA1680.The horizontal coordinates were established by classical geodetic methods
 JA1680.and adjusted by the National Geodetic Survey in May 1999.
 JA1680
 JA1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1680
 JA1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1680.GEOID18 height accuracy estimate available here.
 JA1680
 JA1680.The vertical order pertains to the NGVD 29 superseded value.
 JA1680
 JA1680.Click photographs - Photos may exist for this station.
 JA1680
 JA1680.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1680
 JA1680. The following values were computed from the NAD 83(1997) position.
 JA1680
 JA1680;                    North         East     Units Scale Factor Converg.
 JA1680;SPC IN E     -   375,092.065    67,590.533   MT  0.99997960   -0 13 56.4
 JA1680;SPC IN E     - 1,230,614.55    221,753.27   sFT  0.99997960   -0 13 56.4
 JA1680;UTM  16      - 4,275,759.923   583,663.669   MT  0.99968620   +0 36 00.1
 JA1680
 JA1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1680!SPC IN E     -   0.99996391  x   0.99997960  =   0.99994351
 JA1680!UTM  16      -   0.99996391  x   0.99968620  =   0.99965012
 JA1680
 JA1680:                Primary Azimuth Mark                     Grid Az
 JA1680:SPC IN E     -  NORRIS                                   150 09 31.3
 JA1680:UTM  16      -  NORRIS                                   149 19 34.8
 JA1680
 JA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8366375759(NAD 83)
 JA1680
 JA1680|---------------------------------------------------------------------|
 JA1680| PID    Reference Object                     Distance      Geod. Az  |
 JA1680|                                                           dddmmss.s |
 JA1680| CG7368 CANTON RM 2                          20.160 METERS 00740     |
 JA1680| CG7369 CANTON RM 3                                        08546     |
 JA1680| CG7367 CANTON RM 1                          12.879 METERS 11042     |
 JA1680| JA0218 NORRIS                              APPROX. 4.3 KM 1495534.9 |
 JA1680| CG7366 CANTON AZ MK                                       2733330.6 |
 JA1680|---------------------------------------------------------------------|
 JA1680
 JA1680                          SUPERSEDED SURVEY CONTROL
 JA1680
 JA1680  NAD 83(1993)-  38 37 35.13162(N)    086 02 19.89109(W) AD(       ) 3
 JA1680  NAD 83(1986)-  38 37 35.13237(N)    086 02 19.89499(W) AD(       ) 3
 JA1680  NAD 27      -  38 37 34.92400(N)    086 02 19.98100(W) AD(       ) 3
 JA1680  NGVD 29             263.64   (m)          865.0    (f) LEVELING    3  
 JA1680
 JA1680.Superseded values are not recommended for survey control.
 JA1680
 JA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1680.See file dsdata.pdf to determine how the superseded data were derived.
 JA1680
 JA1680_MARKER: DS = TRIANGULATION STATION DISK
 JA1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1680_STAMPING: CANTON 1946
 JA1680_MARK LOGO: CGS
 JA1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1680+STABILITY: SURFACE MOTION
 JA1680
 JA1680  HISTORY     - Date     Condition        Report By
 JA1680  HISTORY     - 1946     MONUMENTED       CGS
 JA1680  HISTORY     - 1947     GOOD             CGS
 JA1680  HISTORY     - 1959     SEE DESCRIPTION  INHD
 JA1680  HISTORY     - 1967     GOOD             CGS
 JA1680
 JA1680                          STATION DESCRIPTION
 JA1680
 JA1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1680'THIS STATION IS IN THE NORTHWEST EDGE OF CANTON, 3.8 MILES BY ROAD
 JA1680'EAST OF THE JUNCTION IN SALEM OF HIGHWAYS 135, 60 AND 56, 0.05
 JA1680'MILE EAST OF A GRAVEL ROAD, 43 FEET NORTH OF THE CENTERLINE OF
 JA1680'HIGHWAY 56, AND 11 FEET EAST OF A LATH FENCE. THE MARK PROJECTS 4
 JA1680'INCHES AND IS STAMPED CANTON 1946.
 JA1680'
 JA1680'REFERENCE MARK NO. 1 IS 42.25 FEET EAST-SOUTHEAST OF THE STATION, 24
 JA1680'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET EAST OF A
 JA1680'TELEPHONE POLE NO. 461-106. THE MARK PROJECTS 4 INCHES AND IS STAMPED
 JA1680'CANTON NO 1 1946.
 JA1680'
 JA1680'REFERENCE MARK NO. 2 IS 66.15 FEET NORTH OF THE STATION, 1 FOOT EAST
 JA1680'OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1680'STAMPED CANTON NO 2 1946.
 JA1680'
 JA1680'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION. IT IS ON THE
 JA1680'NORTHWEST PARAPET WALL OF A CONCRETE BRIDGE, 12 FEET NORTH OF
 JA1680'THE CENTERLINE OF THE BRIDGE AND 3 FEET EAST OF THE BRIDGE CORNER.
 JA1680'THE MARK IS FLUSH WITH THE BRIDGE AND THE DISK IS STAMPED CANTON
 JA1680'1946.
 JA1680'
 JA1680'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1680
 JA1680                          STATION RECOVERY (1947)
 JA1680
 JA1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1680'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 JA1680'EXCEPT REFERENCE MARK NO. 1 WHICH HAS BEEN DESTROYED.  REFERENCE
 JA1680'MARK NO. 1 WAS DESTROYED AT THE REQUEST OF THE LAND OWNER, AND
 JA1680'REFERENCE MARK NO. 3 WAS ESTABLISHED. THE STATION MARK WILL BE
 JA1680'3-1/2 INCHES UNDERGROUND AFTER THE GRADING HAS BEEN COMPLETED ON MR.
 JA1680'TRUEBLOODS PROPERTY. A NEW DESCRIPTION FOLLOWS.
 JA1680'
 JA1680'THE STATION IS LOCATED IN THE NORTHWEST OF THE SMALL SETTLEMENT OF
 JA1680'CANTON, 42.8 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 JA1680'STATE HIGHWAY 56, 27.7 FEET NORTHEAST OF A WITNESS POST, 25.1 FEET
 JA1680'SOUTHWEST OF THE SOUTHWEST CORNER OF THE TRUEBLOOD RESIDENCE,
 JA1680'21.7 FEET WEST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY TO GARAGE,
 JA1680'11.1 FEET EAST OF PROPERTY LINE FENCE, AND ON THE PROPERTY OF
 JA1680'MAX TRUEBLOOD. THE MARK IS 3-1/2 INCHES UNDERGROUND, AND THE DISK IS
 JA1680'STAMPED CANTON 1946.
 JA1680'
 JA1680'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 JA1680'
 JA1680'REFERENCE MARK NO. 2 IS 66.15 FEET NORTH OF THE STATION, 25.1 FEET
 JA1680'NORTHWEST OF THE NORTHWEST CORNER OF THE TRUEBLOOD RESIDENCE, AND
 JA1680'1 FOOT EAST OF PROPERTY LINE FENCE. THE MARK PROJECTS 4 INCHES, AND
 JA1680'THE DISK IS STAMPED CANTON NO 2 1946.
 JA1680'
 JA1680'REFERENCE MARK NO. 3 IS 155.10 FEET EAST OF THE STATION, 32.5 FEET
 JA1680'NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 56, AND
 JA1680'1 FOOT WEST OF PROPERTY LINE FENCE. THE MARK IS FLUSH WITH THE
 JA1680'GROUND, AND THE DISK IS STAMPED CANTON NO 3 1947.
 JA1680'
 JA1680'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 12 FEET NORTH OF
 JA1680'THE CENTERLINE OF STATE HIGHWAY 56, AND 3 FEET EAST OF THE
 JA1680'WEST END OF CONCRETE BRIDGE. THE DISK IS SET IN A DRILLED HOLE ON THE
 JA1680'TOP OF THE NORTH PARAPET WALL OF THE CONCRETE BRIDGE, AND THE
 JA1680'DISK IS STAMPED CANTON 1946. THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 JA1680'GROUND AND A 77 FOOT TOWER IS NEEDED.
 JA1680'
 JA1680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135, 60 AND
 JA1680'56 IN SALEM, GO EAST ON STATE HIGHWAY 56 FOR 3.1 MILES TO A
 JA1680'CONCRETE BRIDGE AND THE AZIMUTH MARK AS DESCRIBED. CONTINUE ON EAST
 JA1680'FOR 0.7 MILE TO THE STATION ON THE LEFT.
 JA1680
 JA1680                          STATION RECOVERY (1959)
 JA1680
 JA1680'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1959
 JA1680'THE AZIMUTH MARK WAS REMOVED FROM THE BRIDGE BEING WIDENED AND RESET
 JA1680'IN THE NEW STRUCTURE. NO OBSERVATIONS WERE AVAILABLE
 JA1680'THEREFORE THE IDENTIFICATION OF MARK WAS REMOVED.
 JA1680
 JA1680                          STATION RECOVERY (1967)
 JA1680
 JA1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1680'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 JA1680'DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE AZIMUTH
 JA1680'MARK WAS FOUND RESET AND AS DESCRIBED BY THE IND. HIGHWAY DEPT.
 JA1680'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1680'
 JA1680'REFERENCE MARK 2 IS NOW FLUSH WITH THE SURFACE OF THE GROUND AND SET
 JA1680'UNDER A NORTHEAST-SOUTHWEST WOODEN FENCE LINE.
 JA1680'
 JA1680'REFERENCE MARK 3 IS 2 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE, 2 FEET
 JA1680'WEST OF A POWER POLE AND UNDER A WOODEN FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1561 ***********************************************************************
 LB1561  DESIGNATION -  CARBON
 LB1561  PID         -  LB1561
 LB1561  STATE/COUNTY-  IN/WARREN
 LB1561  COUNTRY     -  US
 LB1561  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1561
 LB1561                         *CURRENT SURVEY CONTROL
 LB1561  ______________________________________________________________________
 LB1561* NAD 83(1997) POSITION- 40 21 01.78055(N) 087 20 52.76804(W)   ADJUSTED
 LB1561* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB1561  ______________________________________________________________________
 LB1561  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1561  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB1561  HORZ ORDER      -  SECOND
 LB1561
 LB1561.The horizontal coordinates were established by classical geodetic methods
 LB1561.and adjusted by the National Geodetic Survey in May 1999.
 LB1561
 LB1561.The orthometric height was scaled from a topographic map.
 LB1561
 LB1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1561.GEOID18 height accuracy estimate available here.
 LB1561
 LB1561.Click photographs - Photos may exist for this station.
 LB1561
 LB1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1561
 LB1561. The following values were computed from the NAD 83(1997) position.
 LB1561
 LB1561;                    North         East     Units Scale Factor Converg.
 LB1561;SPC IN W     -   566,468.181   877,516.561   MT  0.99997289   -0 10 16.9
 LB1561;SPC IN W     - 1,858,487.69  2,878,985.58   sFT  0.99997289   -0 10 16.9
 LB1561;UTM  16      - 4,466,717.977   470,447.982   MT  0.99961075   -0 13 31.1
 LB1561
 LB1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1561!SPC IN W     -   0.99997102  x   0.99997289  =   0.99994391
 LB1561!UTM  16      -   0.99997102  x   0.99961075  =   0.99958178
 LB1561
 LB1561:                Primary Azimuth Mark                     Grid Az
 LB1561:SPC IN W     -  CARBON AZ MK                             221 21 46.1
 LB1561:UTM  16      -  CARBON AZ MK                             221 25 00.3
 LB1561
 LB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7044766717(NAD 83)
 LB1561
 LB1561|---------------------------------------------------------------------|
 LB1561| PID    Reference Object                     Distance      Geod. Az  |
 LB1561|                                                           dddmmss.s |
 LB1561| LB1562 CARBON RM 1                          27.371 METERS 03815     |
 LB1561| CM2846 CARBON RM 2                          35.055 METERS 14100     |
 LB1561| LB1563 CARBON RM 3                          13.457 METERS 14345     |
 LB1561| CM2847 CARBON AZIMUTH RM 4                                22111     |
 LB1561| CM2845 CARBON AZ MK                                       2211129.2 |
 LB1561|---------------------------------------------------------------------|
 LB1561
 LB1561                          SUPERSEDED SURVEY CONTROL
 LB1561
 LB1561  NAD 83(1986)-  40 21 01.78879(N)    087 20 52.77793(W) AD(       ) 2
 LB1561  NAD 27      -  40 21 01.66050(N)    087 20 52.73610(W) AD(       ) 2
 LB1561
 LB1561.Superseded values are not recommended for survey control.
 LB1561
 LB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1561.See file dsdata.pdf to determine how the superseded data were derived.
 LB1561
 LB1561_MARKER: DS = TRIANGULATION STATION DISK
 LB1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1561_STAMPING: CARBON 1955
 LB1561_MARK LOGO: CGS
 LB1561_PROJECTION: FLUSH
 LB1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1561+STABILITY: SURFACE MOTION
 LB1561
 LB1561  HISTORY     - Date     Condition        Report By
 LB1561  HISTORY     - 1955     MONUMENTED       CGS
 LB1561  HISTORY     - 1968     GOOD             CGS
 LB1561  HISTORY     - 1972     GOOD             NGS
 LB1561  HISTORY     - 1973     GOOD             NGS
 LB1561  HISTORY     - 1974     GOOD             NGS
 LB1561  HISTORY     - 1974     GOOD             NGS
 LB1561  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 LB1561
 LB1561                          STATION DESCRIPTION
 LB1561
 LB1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB1561'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.
 LB1561'S. HIGHWAY 41 AND STATE HIGHWAY 63 ABOUT 6 MILES NORTHWEST OF ATTICA
 LB1561'AND ABOUT 1 MILE SOUTH OF CARBONDALE.  IT IS 245 FEET SOUTHWEST
 LB1561'OF THE CENTER OF THE INTERSECTION, 103 FEET WEST OF THE CENTER OF
 LB1561'HIGHWAY 41, 92 FEET SOUTHWEST OF A POWER LINE POLE AND WHITE
 LB1561'WITNESS POST AND 46 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 63.
 LB1561'THE MARK IS FLUSH AND THE DISK IS STAMPED CARBON 1955.
 LB1561'
 LB1561'REFERENCE MARK NO. 1 IS 50 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 LB1561'63, 47 FEET WEST OF THE CENTER OF HIGHWAY 41, 2 FEET SOUTHWEST OF A
 LB1561'POWER LINE POLE AND 2 FEET WEST OF THE WHITE WITNESS POST.  THE
 LB1561'MARK IS FLUSH AND THE DISK IS STAMPED CARBON NO 1 1955.
 LB1561'
 LB1561'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 LB1561'29 FEET WEST OF THE CENTER OF HIGHWAY 41.  THE MARK IS FLUSH AND THE
 LB1561'DISK IS STAMPED CARBON NO 2 1955.
 LB1561'
 LB1561'AZIMUTH MARK IS 49 FEET NORTHWEST OF THE CENTER OF HIGHWAY 63, 2
 LB1561'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A
 LB1561'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB1561'CARBON 1955.
 LB1561'
 LB1561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON HIGHWAY
 LB1561'63 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB1561'
 LB1561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB1561
 LB1561                          STATION RECOVERY (1968)
 LB1561
 LB1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB1561'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 LB1561'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED SLIGHTLY TO THE
 LB1561'SOUTHWEST AND THE ARROW POINTING 180 DEGREES FROM THE STATION.
 LB1561'HOWEVER THE MARK SEEMS SOLID AND EITHER IN OR ABOUT THE SAME PLACE
 LB1561'AS PREVIOUS.  NO OBJECTS COULD BE TAKEN FROM THE GROUND TO PROVE
 LB1561'THAT THE MARK IS GOOD.  THE OLD MAST IN ATTICA WOULD NOT SEE FOR
 LB1561'TREES.  THE DESCRIPTION OF THE STATION IS ADEQUATE.
 LB1561'
 LB1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 LB1561'CARBONDALE.
 LB1561'
 LB1561'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB1561
 LB1561                          STATION RECOVERY (1972)
 LB1561
 LB1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB1561'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 LB1561'GOOD CONDITION.  AS MENTIONED IN PREVIOUS DESCRIPTION THE AZIMUTH
 LB1561'MARK ARROW POINTS IN THE WRONG DIRECTION.  THE AZIMUTH MARK APPEARS
 LB1561'TO HAVE BEEN HIT AND LEANING TO THE WEST.  NO OBSERVATION WERE
 LB1561'MADE AT THIS TIME SINCE THIS STATION MAY POSSIBLY BE DISTURBED BY
 LB1561'ROAD WORK WITHIN THE NEXT YEAR OR SO AND WOULD BE A WASTE OF TIME
 LB1561'TO DO ANYTHING BEFORE PLANS ARE FINAL.  A METAL WITNESS POST WAS SET
 LB1561'1 FOOT SOUTHWEST OF THE STATION MARK.
 LB1561'
 LB1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NORTH
 LB1561'OF ATTICA.
 LB1561
 LB1561                          STATION RECOVERY (1973)
 LB1561
 LB1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LB1561'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LB1561'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  IN
 LB1561'THE FUTURE THIS STATION MAY HAVE TO BE MOVED FOR ROAD CONSTRUCTION
 LB1561'AND A NEW AZIMUTH MARK WILL BE SET AND A POLARIS OBSERVATION MADE.
 LB1561'
 LB1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWM--1 MILE SOUTH OF
 LB1561'CARBONDALE.
 LB1561
 LB1561                          STATION RECOVERY (1974)
 LB1561
 LB1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB1561'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LB1561'THE AZIMUTH MARK WAS FOUND DISTURBED BY GRADING.  REFERENCE MARK 2
 LB1561'IN THE WAY OF CONSTRUCTION AND WAS DESTROYED.  REFERENCE MARK 3 AND
 LB1561'REFERENCE MARK 4 (1974 AZ. MK.) WERE SET AND A POLARIS OBSERVATION
 LB1561'MADE.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE
 LB1561'DIRECTION BETWEEN THEM.  A NEW DESCRIPTION FOLLOWS--
 LB1561'
 LB1561'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF CARBONDALE, AT THE
 LB1561'INTERSECTION OF U. S. HIGHWAY 41 AND STATE HIGHWAY 63, 110 FEET EAST
 LB1561'OF THE CENTER OF THE MEDIAN OF STATE HIGHWAY 63, 137 FEET WEST OF
 LB1561'THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY 41 AND 1 FOOT EAST
 LB1561'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB1561'STAMPED CARBON 1955.
 LB1561'
 LB1561'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF A POWER POLE, 1 FOOT NORTH OF
 LB1561'A METAL WITNESS POST, 6 FEET SOUTHWEST OF AN UNDERGROUND CABLE BOX
 LB1561'AND 145 FEET EAST OF THE CENTERLINE OF THE MEDIAN OF STATE HIGHWAY
 LB1561'63.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARBON NO 1
 LB1561'1955.
 LB1561'
 LB1561'REFERENCE MARK 3 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 90 FEET
 LB1561'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 41.
 LB1561'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CARBON 1955
 LB1561'NO 3 1974.
 LB1561'
 LB1561'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CARBON AZ
 LB1561'1955 NO 4 1974 SET IN A MONUMENT FLUSH WITH THE GROUND, 49 FEET
 LB1561'NORTH OF THE CENTERLINE OF HIGHWAY 63 AND 1 FOOT EAST OF A METAL
 LB1561'WITNESS POST.
 LB1561'
 LB1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 LB1561'NORTHWEST OF ATTICA.
 LB1561'
 LB1561'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB1561
 LB1561                          STATION RECOVERY (1974)
 LB1561
 LB1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB1561'6 MI NW FROM ATTICA.
 LB1561'ABOUT 1 MILE SOUTH OF CARBONDALE, AT THE JUNCTION OF STATE
 LB1561'HIGHWAY 63 AND U.S. HIGHWAY 41, 110 FEET EAST OF THE CENTER
 LB1561'OF THE MEDIAN OF HIGHWAY 63, 137 FEET WEST OF THE CENTERLINE
 LB1561'OF THE SOUTH BOUND LANE OF HIGHWAY 41, 1 FOOT EAST OF A
 LB1561'METAL WITNESS POST AND SET IN THE TOP OF A SQUARE CONCRETE
 LB1561'POST FLUSH WITH THE GROUND.
 LB1561
 LB1561                          STATION RECOVERY (2005)
 LB1561
 LB1561'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2409 ***********************************************************************
 ME2409  DESIGNATION -  CARL
 ME2409  PID         -  ME2409
 ME2409  STATE/COUNTY-  IN/ST JOSEPH
 ME2409  COUNTRY     -  US
 ME2409  USGS QUAD   -  NEW CARLISLE (2019)
 ME2409
 ME2409                         *CURRENT SURVEY CONTROL
 ME2409  ______________________________________________________________________
 ME2409* NAD 83(1997) POSITION- 41 42 12.66929(N) 086 30 20.80758(W)   ADJUSTED
 ME2409* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 ME2409  ______________________________________________________________________
 ME2409  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME2409  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 ME2409  HORZ ORDER      -  THIRD
 ME2409
 ME2409.The horizontal coordinates were established by classical geodetic methods
 ME2409.and adjusted by the National Geodetic Survey in May 1999.
 ME2409
 ME2409.The orthometric height was scaled from a topographic map.
 ME2409
 ME2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2409.GEOID18 height accuracy estimate available here.
 ME2409
 ME2409.Click photographs - Photos may exist for this station.
 ME2409
 ME2409.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2409
 ME2409. The following values were computed from the NAD 83(1997) position.
 ME2409
 ME2409;                    North         East     Units Scale Factor Converg.
 ME2409;SPC IN E     -   717,029.191    30,159.092   MT  1.00002667   -0 33 29.8
 ME2409;SPC IN E     - 2,352,453.27     98,946.95   sFT  1.00002667   -0 33 29.8
 ME2409;SPC IN W     -   716,850.129   948,070.710   MT  0.99999509   +0 23 03.3
 ME2409;SPC IN W     - 2,351,865.80  3,110,461.99   sFT  0.99999509   +0 23 03.3
 ME2409;UTM  16      - 4,616,977.144   541,119.637   MT  0.99962081   +0 19 43.7
 ME2409
 ME2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2409!SPC IN E     -   0.99996643  x   1.00002667  =   0.99999310
 ME2409!SPC IN W     -   0.99996643  x   0.99999509  =   0.99996152
 ME2409!UTM  16      -   0.99996643  x   0.99962081  =   0.99958726
 ME2409
 ME2409:                Primary Azimuth Mark                     Grid Az
 ME2409:SPC IN E     -  CLEAR                                    066 40 21.7
 ME2409:SPC IN W     -  CLEAR                                    065 43 48.6
 ME2409:UTM  16      -  CLEAR                                    065 47 08.2
 ME2409
 ME2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4111916977(NAD 83)
 ME2409
 ME2409|---------------------------------------------------------------------|
 ME2409| PID    Reference Object                     Distance      Geod. Az  |
 ME2409|                                                           dddmmss.s |
 ME2409| CM2849 CARL RM 1                            11.679 METERS 00220     |
 ME2409| ME2265 CLEAR                               APPROX.13.6 KM 0660651.9 |
 ME2409| CM2848 CARL AZ MK                                         1724712.4 |
 ME2409| CM2850 CARL RM 2                            12.171 METERS 27052     |
 ME2409|---------------------------------------------------------------------|
 ME2409
 ME2409                          SUPERSEDED SURVEY CONTROL
 ME2409
 ME2409  NAD 83(1994)-  41 42 12.67132(N)    086 30 20.80913(W) AD(       ) 3
 ME2409  NAD 83(1986)-  41 42 12.67158(N)    086 30 20.81181(W) AD(       ) 3
 ME2409  NAD 27      -  41 42 12.50470(N)    086 30 20.74900(W) AD(       ) 3
 ME2409
 ME2409.Superseded values are not recommended for survey control.
 ME2409
 ME2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2409.See file dsdata.pdf to determine how the superseded data were derived.
 ME2409
 ME2409_MARKER: DS = TRIANGULATION STATION DISK
 ME2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2409_STAMPING: CARL 1952
 ME2409_MARK LOGO: CGS
 ME2409_PROJECTION: FLUSH
 ME2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2409+STABILITY: SURFACE MOTION
 ME2409
 ME2409  HISTORY     - Date     Condition        Report By
 ME2409  HISTORY     - 1952     MONUMENTED       CGS
 ME2409  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 ME2409
 ME2409                          STATION DESCRIPTION
 ME2409
 ME2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2409'STATION IS LOCATED IN THE SOUTHEAST SECTION OF NEW CARLISLE ON THE
 ME2409'EAST SIDE OF TIMOTHY ROAD AND ON HIGHWAY RIGHT-A-WAY.  IT IS 200 FEET
 ME2409'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 93 FEET SOUTHEAST
 ME2409'OF THE INTERSECTION OF TIMOTHY ROAD AND A PAVED ROAD, 19 FEET EAST OF
 ME2409'THE CENTER OF TIMOTHY ROAD, 7 FEET SOUTH OF A POWER LINE POLE AND 4
 ME2409'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2409'STAMPED CARL 1952.
 ME2409'
 ME2409'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE POWER LINE POLE AND 21
 ME2409'FEET EAST OF THE CENTER OF TIMOTHY ROAD.  THE MARK IS FLUSH AND THE
 ME2409'DISK IS STAMPED CARL NO 1 1952.
 ME2409'
 ME2409'REFERENCE MARK NO. 2 IS 87 FEET SOUTH OF THE CENTER OF THE PAVED ROAD
 ME2409'AND 20 FEET WEST OF THE CENTER OF TIMOTHY ROAD.  THE MARK IS FLUSH AND
 ME2409'THE DISK IS STAMPED CARL NO 2 1952.
 ME2409'
 ME2409'AZIMUTH MARK IS 125 FEET EAST OF THE CENTER OF TIMOTHY ROAD, 15 FEET
 ME2409'SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS
 ME2409'POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND
 ME2409'THE DISK IS STAMPED CARL 1952.
 ME2409'
 ME2409'TO REACH THE STATION FROM THE POST OFFICE IN NEW CARLISLE GO EAST ON
 ME2409'U.S. HIGHWAY 20 FOR 0.05 MILE TO THE INTERSECTION OF TIMOTHY ROAD,
 ME2409'TURN RIGHT AND GO SOUTH ON TIMOTHY ROAD FOR 0.25 MILE TO THE STATION
 ME2409'ON THE LEFT AS DESCRIBED.  CONTINUE ON TIMOTHY ROAD FOR 0.1 MILE TO A
 ME2409'GRAVEL ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 ME2409'
 ME2409'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2409
 ME2409                          STATION RECOVERY (1994)
 ME2409
 ME2409'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2392 ***********************************************************************
 LA2392  DESIGNATION -  CARLFRED
 LA2392  PID         -  LA2392
 LA2392  STATE/COUNTY-  IN/ADAMS
 LA2392  COUNTRY     -  US
 LA2392  USGS QUAD   -  BERNE (2019)
 LA2392
 LA2392                         *CURRENT SURVEY CONTROL
 LA2392  ______________________________________________________________________
 LA2392* NAD 83(1997) POSITION- 40 42 48.86195(N) 084 57 21.66278(W)   ADJUSTED
 LA2392* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 LA2392  ______________________________________________________________________
 LA2392  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 LA2392  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 LA2392  HORZ ORDER      -  THIRD
 LA2392
 LA2392.The horizontal coordinates were established by classical geodetic methods
 LA2392.and adjusted by the National Geodetic Survey in May 1999.
 LA2392
 LA2392.The orthometric height was scaled from a topographic map.
 LA2392
 LA2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2392.GEOID18 height accuracy estimate available here.
 LA2392
 LA2392.Click photographs - Photos may exist for this station.
 LA2392
 LA2392.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2392
 LA2392. The following values were computed from the NAD 83(1997) position.
 LA2392
 LA2392;                    North         East     Units Scale Factor Converg.
 LA2392;SPC IN E     -   606,994.091   160,046.919   MT  1.00001103   +0 27 48.8
 LA2392;SPC IN E     - 1,991,446.45    525,087.27   sFT  1.00001103   +0 27 48.8
 LA2392;UTM  16      - 4,508,970.911   672,649.605   MT  0.99996690   +1 20 00.9
 LA2392
 LA2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2392!SPC IN E     -   0.99996514  x   1.00001103  =   0.99997617
 LA2392!UTM  16      -   0.99996514  x   0.99996690  =   0.99993204
 LA2392
 LA2392:                Primary Azimuth Mark                     Grid Az
 LA2392:SPC IN E     -  HONDURAS                                 306 37 18.6
 LA2392:UTM  16      -  HONDURAS                                 305 45 06.5
 LA2392
 LA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7264908970(NAD 83)
 LA2392
 LA2392|---------------------------------------------------------------------|
 LA2392| PID    Reference Object                     Distance      Geod. Az  |
 LA2392|                                                           dddmmss.s |
 LA2392| LA0629 Q 225                                              0061339.8 |
 LA2392| LA2390 CARLFRED 2                           19.018 METERS 00614     |
 LA2392| LA2388 MONROE MUNICIPAL TANK               APPROX. 3.3 KM 0254503.9 |
 LA2392| CE5847 CARLFRED RM 1                        25.611 METERS 06628     |
 LA2392| CE5848 CARLFRED RM 2                        26.451 METERS 17209     |
 LA2392| LA2007 HONDURAS                            APPROX. 5.6 KM 3070507.4 |
 LA2392|---------------------------------------------------------------------|
 LA2392
 LA2392                          SUPERSEDED SURVEY CONTROL
 LA2392
 LA2392  NAD 83(1995)-  40 42 48.86177(N)    084 57 21.66495(W) AD(       ) 3
 LA2392  NAD 83(1986)-  40 42 48.86441(N)    084 57 21.67817(W) AD(       ) 3
 LA2392  NAD 27      -  40 42 48.69460(N)    084 57 21.79760(W) AD(       ) 3
 LA2392
 LA2392.Superseded values are not recommended for survey control.
 LA2392
 LA2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2392.See file dsdata.pdf to determine how the superseded data were derived.
 LA2392
 LA2392_MARKER: DS = TRIANGULATION STATION DISK
 LA2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2392_STAMPING: CARLFRED 1955
 LA2392_MARK LOGO: CGS
 LA2392_PROJECTION: RECESSED 36 CENTIMETERS
 LA2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2392+STABILITY: SURFACE MOTION
 LA2392
 LA2392  HISTORY     - Date     Condition        Report By
 LA2392  HISTORY     - 1955     MONUMENTED       CGS
 LA2392  HISTORY     - 1963     GOOD             CGS
 LA2392
 LA2392                          STATION DESCRIPTION
 LA2392
 LA2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2392'THE STATION IS ABOUT 8 MILES SOUTH OF DECATUR, 4 MILES NORTH OF BERNE,
 LA2392'2-1/2 MILES SOUTHWEST OF MONROE, 48 FEET WEST OF THE CENTER OF U.S.
 LA2392'HIGHWAY 27, 32.20 FEET NORTH OF NORTHEAST CORNER OF A BLACKSMITH SHOP
 LA2392'AND 17.20 FEET WEST OF A FENCE.
 LA2392'
 LA2392'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2392'HIGHWAY 118 IN BERNE, GO NORTH ON U.S. HIGHWAY 27 FOR 3.65 MILES TO
 LA2392'THE STATION ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE
 LA2392'TO THE AZIMUTH MARK AS DESCRIBED.
 LA2392'
 LA2392'THE STATION MARK IS 14 INCHES BELOW THE GROUND, AND THE DISK IS
 LA2392'STAMPED CARLFRED 1955.
 LA2392'
 LA2392'REFERENCE MARK 1 IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY AND 3
 LA2392'FEET NORTH OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK IS FLUSH
 LA2392'WITH THE GROUND, AND THE DISK IS STAMPED CARLFRED NO 1 1955.
 LA2392'
 LA2392'REFERENCE MARK 2 IS 35.0 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 LA2392'14.3 FEET EAST OF THE SOUTHEAST CORNER OF THE BLACKSMITH SHOP.  THE
 LA2392'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CARLFRED NO 2
 LA2392'1955.
 LA2392'
 LA2392'BENCH MARK Q 225 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 LA2392'MARK DISK SET IN THE TOP OF A 10 INCH X 10 INCH CONCRETE POST WHICH
 LA2392'PROJECTS 1 INCH.  IT IS 51 FEET EAST OF THE CENTER OF THE HIGHWAY, 15
 LA2392'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A 4 INCH
 LA2392'X 4 INCH WHITE WITNESS POST.  THE DISK IS STAMPED Q 225 1947.
 LA2392'
 LA2392'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2392
 LA2392                          STATION RECOVERY (1963)
 LA2392
 LA2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2392'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2392'DESCRIBED.
 LA2392'
 LA2392'IN ANTICIPATION OF PLANNED BUILDING ENLARGEMENT, STATION CARLFRED 2
 LA2392'WAS ESTABLISHED EXACTLY ON THE LINE BETWEEN THE SUBJECT STATION AND
 LA2392'THE AZIMUTH MARK.  SEE DESCRIPTION OF CARLFRED 2.  THE SUBJECT STATION
 LA2392'WAS LEFT UNDISTURBED (IT IS 1.2 FEET UNDERGROUND)  SINCE THE PROPOSED
 LA2392'BUILDING ADDITION MAY JUST POSSIBLY NOT COVER IT NOR DESTROY IT IN THE
 LA2392'CONSTRUCTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2390 ***********************************************************************
 LA2390  DESIGNATION -  CARLFRED 2
 LA2390  PID         -  LA2390
 LA2390  STATE/COUNTY-  IN/ADAMS
 LA2390  COUNTRY     -  US
 LA2390  USGS QUAD   -  BERNE (2019)
 LA2390
 LA2390                         *CURRENT SURVEY CONTROL
 LA2390  ______________________________________________________________________
 LA2390* NAD 83(1997) POSITION- 40 42 49.47485(N) 084 57 21.57489(W)   NO CHECK
 LA2390* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 LA2390  ______________________________________________________________________
 LA2390  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 LA2390  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 LA2390  HORZ ORDER      -  THIRD
 LA2390
 LA2390.The horizontal coordinates were established by classical geodetic methods
 LA2390.and adjusted by the National Geodetic Survey in May 1999.
 LA2390
 LA2390.No horizontal observational check was made to the station.
 LA2390
 LA2390.The orthometric height was scaled from a topographic map.
 LA2390
 LA2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2390.GEOID18 height accuracy estimate available here.
 LA2390
 LA2390.Click photographs - Photos may exist for this station.
 LA2390
 LA2390.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2390
 LA2390. The following values were computed from the NAD 83(1997) position.
 LA2390
 LA2390;                    North         East     Units Scale Factor Converg.
 LA2390;SPC IN E     -   607,013.013   160,048.829   MT  1.00001103   +0 27 48.9
 LA2390;SPC IN E     - 1,991,508.53    525,093.53   sFT  1.00001103   +0 27 48.9
 LA2390;UTM  16      - 4,508,989.859   672,651.227   MT  0.99996691   +1 20 00.9
 LA2390
 LA2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2390!SPC IN E     -   0.99996514  x   1.00001103  =   0.99997617
 LA2390!UTM  16      -   0.99996514  x   0.99996691  =   0.99993205
 LA2390
 LA2390:                Primary Azimuth Mark                     Grid Az
 LA2390:SPC IN E     -  Q 225                                    005 45 45.2
 LA2390:UTM  16      -  Q 225                                    004 53 33.2
 LA2390
 LA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7265108989(NAD 83)
 LA2390
 LA2390|---------------------------------------------------------------------|
 LA2390| PID    Reference Object                     Distance      Geod. Az  |
 LA2390|                                                           dddmmss.s |
 LA2390| LA0629 Q 225                                              0061334.1 |
 LA2390| CE5847 CARLFRED RM 1                        23.104 METERS 11204     |
 LA2390| CE5848 CARLFRED RM 2                        45.132 METERS 17802     |
 LA2390| LA2392 CARLFRED                             19.018 METERS 18614     |
 LA2390|---------------------------------------------------------------------|
 LA2390
 LA2390                          SUPERSEDED SURVEY CONTROL
 LA2390
 LA2390  NAD 83(1995)-  40 42 49.47466(N)    084 57 21.57705(W) AD(       ) 3
 LA2390  NAD 83(1986)-  40 42 49.47730(N)    084 57 21.59027(W) AD(       ) 3
 LA2390  NAD 27      -  40 42 49.30750(N)    084 57 21.70970(W) AD(       ) 3
 LA2390
 LA2390.Superseded values are not recommended for survey control.
 LA2390
 LA2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2390.See file dsdata.pdf to determine how the superseded data were derived.
 LA2390
 LA2390_MARKER: DS = TRIANGULATION STATION DISK
 LA2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2390_STAMPING: CARLFRED 2 1963
 LA2390_MARK LOGO: CGS
 LA2390_PROJECTION: RECESSED 34 CENTIMETERS
 LA2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2390+STABILITY: SURFACE MOTION
 LA2390
 LA2390  HISTORY     - Date     Condition        Report By
 LA2390  HISTORY     - 1963     MONUMENTED       CGS
 LA2390
 LA2390                          STATION DESCRIPTION
 LA2390
 LA2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2390'ABOUT 3.65 MILES N ALONG NO. 27 U. S. HWY. FROM ITS INTERSECTION WITH
 LA2390'NO. 118 INDIANA HWY. IN BERNE,
 LA2390'ABOUT 2.25 MILES S ALONG SAME FROM COPPESS CORNER, 0.15 MILE S OF A
 LA2390'CROSS ROAD, IN BARNLOT AT DAVID
 LA2390'L. SCHWARTS COMPANY BLACKSMITH SHOP, 75-1/2 FEET E OF NE
 LA2390'CORNER OF CONCRETE FOUNDATION OF LARGE BARN, 14
 LA2390'FEET N OF PROJECTED PLANE OF N WALL OF
 LA2390'SAME, 40-1/2 FEET W OF CENTER LINE OF 22-FOOT ASPHALT HWY.
 LA2390'PAVEMENT, 2.6 FEET LOWER THAN SAME,
 LA2390'1.1 FEET UNDERGROUND, AND 1.8 FEET E OF PROJECTED PLANE OF E WALL OF
 LA2390'BLACKSMITH SHOP.
 LA2390'
 LA2390'REFERENCE MARK NO. 1 IS 30 FEET E OF CENTER LINE OF HWY., 1.6 FEET
 LA2390'LOWER THAN SAME, 15 FEET S OF
 LA2390'PROJECTED PLANE OF N WALL OF LARGE BARN, 2.0 FEET N OF STEEL WITNESS
 LA2390'POST, AND FLUSH WITH THE GROUND.
 LA2390'
 LA2390'REFERENCE MARK NO. 2 IS 35-1/2 FEET W OF CENTER LINE OF HWY., 1.0
 LA2390'FEET LOWER THAN SAME, 14.3
 LA2390'FEET E OF SE CORNER OF THE BLACKSMITH SHOP, 2.5 FEET N OF PROJECTED
 LA2390'PLANE OF S WALL OF SAME, AND FLUSH
 LA2390'WITH THE GROUND.
 LA2390'
 LA2390'AZIMUTH MARK IS IN SE ANGLE OF CROSSROADS, A STANDARD BENCH MARK DISK
 LA2390'STAMPED Q 225 1947, PROJECTING
 LA2390'0.2 FOOT, 54-1/2 FEET E OF CENTER LINE OF HWY., 1.4 FEET LOWER THAN
 LA2390'THE SAME, 24.5 FEET E OF TELEPHONE
 LA2390'POLE, 18 FEET S OF CENTER LINE OF GRAVEL ROAD, AND 1.5
 LA2390'FEET W OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2261 ***********************************************************************
 ME2261  DESIGNATION -  CARLISLE
 ME2261  PID         -  ME2261
 ME2261  STATE/COUNTY-  IN/ST JOSEPH
 ME2261  COUNTRY     -  US
 ME2261  USGS QUAD   -  LYDICK (2019)
 ME2261
 ME2261                         *CURRENT SURVEY CONTROL
 ME2261  ______________________________________________________________________
 ME2261* NAD 83(1997) POSITION- 41 40 05.19268(N) 086 29 38.22582(W)   ADJUSTED
 ME2261* NAVD 88 ORTHO HEIGHT -   278.34  (+/-2cm)      913.2   (feet) VERTCON3
 ME2261  ______________________________________________________________________
 ME2261  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME2261  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 ME2261  HORZ ORDER      -  FIRST
 ME2261  VERT ORDER      -  THIRD ? (See Below)
 ME2261
 ME2261.The horizontal coordinates were established by classical geodetic methods
 ME2261.and adjusted by the National Geodetic Survey in May 1999.
 ME2261
 ME2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2261
 ME2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2261.GEOID18 height accuracy estimate available here.
 ME2261
 ME2261.The vertical order pertains to the NGVD 29 superseded value.
 ME2261
 ME2261.Click photographs - Photos may exist for this station.
 ME2261
 ME2261.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2261
 ME2261. The following values were computed from the NAD 83(1997) position.
 ME2261
 ME2261;                    North         East     Units Scale Factor Converg.
 ME2261;SPC IN E     -   713,086.841    31,105.821   MT  1.00002505   -0 33 00.0
 ME2261;SPC IN E     - 2,339,519.08    102,053.01   sFT  1.00002505   -0 33 00.0
 ME2261;SPC IN W     -   712,923.998   949,082.106   MT  0.99999630   +0 23 30.6
 ME2261;SPC IN W     - 2,338,984.82  3,113,780.21   sFT  0.99999630   +0 23 30.6
 ME2261;UTM  16      - 4,613,051.506   542,126.857   MT  0.99962184   +0 20 11.2
 ME2261
 ME2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2261!SPC IN E     -   0.99996166  x   1.00002505  =   0.99998671
 ME2261!SPC IN W     -   0.99996166  x   0.99999630  =   0.99995796
 ME2261!UTM  16      -   0.99996166  x   0.99962184  =   0.99958351
 ME2261
 ME2261:                Primary Azimuth Mark                     Grid Az
 ME2261:SPC IN E     -  WHITMER                                  156 42 34.0
 ME2261:SPC IN W     -  WHITMER                                  155 46 03.4
 ME2261:UTM  16      -  WHITMER                                  155 49 22.8
 ME2261
 ME2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4212613051(NAD 83)
 ME2261
 ME2261|---------------------------------------------------------------------|
 ME2261| PID    Reference Object                     Distance      Geod. Az  |
 ME2261|                                                           dddmmss.s |
 ME2261| CM2851 CARLISLE AZ MK                                     0232405.3 |
 ME2261| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX.21.6 KM 0793331.3 |
 ME2261| ME2211 S BEND NOTRE DAME SACR HRT CH       APPROX.21.5 KM 0794432.7 |
 ME2261| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX.16.5 KM 0835612.3 |
 ME2261| ME2236 SOUTH BEND BENDIX CORP STACK        APPROX.16.9 KM 0852313.8 |
 ME2261| ME2244 S BEND STUDEBAKER CORP TANK         APPROX.19.9 KM 0894823.6 |
 ME2261| CM2852 CARLISLE RM 1                        14.473 METERS 09327     |
 ME2261| ME2257 WHITMER                             APPROX.11.9 KM 1560934.0 |
 ME2261| ME2413 AIRWAY BEACON 6                     APPROX.15.5 KM 2170138.2 |
 ME2261| CM2853 CARLISLE RM 2                        18.138 METERS 33226     |
 ME2261| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX. 4.7 KM 3392932.5 |
 ME2261|---------------------------------------------------------------------|
 ME2261
 ME2261                          SUPERSEDED SURVEY CONTROL
 ME2261
 ME2261  NAD 83(1994)-  41 40 05.19458(N)    086 29 38.22759(W) AD(       ) 1
 ME2261  NAD 83(1986)-  41 40 05.19521(N)    086 29 38.23033(W) AD(       ) 1
 ME2261  NAD 27      -  41 40 05.02610(N)    086 29 38.17120(W) AD(       ) 1
 ME2261  USSD        -  41 40 05.09700(N)    086 29 38.03700(W) AD(       ) 3
 ME2261  NGVD 29             278.44   (m)          913.5    (f) LEVELING    3  
 ME2261
 ME2261.Superseded values are not recommended for survey control.
 ME2261
 ME2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2261.See file dsdata.pdf to determine how the superseded data were derived.
 ME2261
 ME2261_MARKER: DS = TRIANGULATION STATION DISK
 ME2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2261_STAMPING: CARLISLE USLS 1877 1932
 ME2261_MARK LOGO: CGS
 ME2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2261+STABILITY: SURFACE MOTION
 ME2261
 ME2261  HISTORY     - Date     Condition        Report By
 ME2261  HISTORY     - 1877     MONUMENTED       USLS
 ME2261  HISTORY     - 1932     GOOD             USLS
 ME2261  HISTORY     - 1935     GOOD             CGS
 ME2261  HISTORY     - 1952     GOOD             CGS
 ME2261
 ME2261                          STATION DESCRIPTION
 ME2261
 ME2261'DESCRIBED BY US LAKE SURVEY 1932 (HCW)
 ME2261'ABOUT 14 MILES WEST OF SOUTH BEND, ABOUT 2 MILES SOUTH OF NEW CARLISLE
 ME2261'(STATION ON THE NEW YORK CENTRAL RAILROAD), IN SE 1/4 SEC. 11, T 37
 ME2261'N., R. 1 W., OLIVE TOWNSHIP, ON PROVING GROUNDS OF THE STUDEBAKER CO.,
 ME2261'AND ON HILL KNOWN AS STUDEBAKER HILL.
 ME2261'
 ME2261'TO REACH FROM SOUTH BEND GO WEST ABOUT 10 MILES ON INDIANA ROUTE 2 TO
 ME2261'THE STUDEBAKER PROVING GROUNDS, ENTER GATE AND FOLLOW GRAVEL ROAD 300
 ME2261'YARDS SOUTHEAST TO GARAGE, TURN SOUTH, GO 200 YARDS TO DIRT AND CINDER
 ME2261'ROAD LEADING TO RIGHT, FOLLOW THIS ROAD UP HILL PAST OLD BARN 0.65
 ME2261'MILE TO CROSSROAD, TURN LEFT, GO 20 YARDS TO FORK, FOLLOW LEFT FORK
 ME2261'ABOUT 300 YARDS TO SUMMIT OF GRADE AND HIGHEST POINT OF HILL.  STATION
 ME2261'IS ON LOWER PEAK ABOUT 100 YARDS NORTH OF THIS SUMMIT.
 ME2261'
 ME2261'SURFACE AND UNDERGROUND MARKS ARE STONE POSTS, LOWER MARK BEING 2-1/2
 ME2261'FEET BELOW SURFACE OF GROUND.  IN 1932 STATION WAS RE-MARKED WITH
 ME2261'STANDARD STATION DISK STAMPED CARLISLE U.S.L.S. 1877-1932.  ORIGINAL
 ME2261'REFERENCE MARKS WERE STONE POSTS AT FOLLOWING DISTANCES AND BEARINGS
 ME2261'FROM STATION- 16.1 METERS (53 FEET)  N. 32 DEG 16 MIN W., AND 8.7
 ME2261'METERS (29 FEET)  S. 18 DEG 24 MIN W.  IN 1932 TOPS OF THESE TWO POSTS
 ME2261'WERE REPORTED BROKEN OFF.
 ME2261'
 ME2261'A THIRD REFERENCE POST WAS RECOVERED IN 1932 AND RE-MARKED WITH
 ME2261'STANDARD REFERENCE DISK STAMPED CARLISLE U.S.L.S. 1877-1932.  IT IS
 ME2261'47.46 FEET FROM STATION S 86 DEG 53 MIN E.
 ME2261'
 ME2261'IN 1932 ANOTHER REFERENCE MARK AND AZIMUTH MARK, STANDARD REFERENCE
 ME2261'DISKS, WERE ESTABLISHED.  REFERENCE MARK IS 59.16 FEET FROM STATION N
 ME2261'27 DEG 34 MIN W.
 ME2261'
 ME2261'AZ. MARK (NOT VISIBLE FROM GROUND WITHOUT CLEARING TREES) IS 2 FEET
 ME2261'EAST OF LARGE FENCE-CORNER POST, 23.5 FEET NORTH OF CENTER LINE OF
 ME2261'INDIANA ROUTE 2, 70 FEET NORTHEAST OF BRICK POST IN HEAVY WOVEN WIRE
 ME2261'GUARD FENCE AROUND PROVING GROUND, 70 FEET WEST OF LARGE SLIPPERY ELM
 ME2261'TREE ABOUT 200 FEET NORTHEAST OF LARGE STUDEBAKER CAR (USED FOR
 ME2261'ADVERTISING PURPOSES)  AND APPROXIMATELY 0.4 MILE FROM STATION N 23
 ME2261'DEG 24 MIN E.  BEARING FROM STATION TO NEW CARLISLE, MUNICIPAL TANK,
 ME2261'FINIAL LIGHT IS N 20 DEG 42 MIN W.
 ME2261'
 ME2261'CARLISLE (U.S.L.S.) LATITUDE STATION IS DISTANT 26.12 METERS (85.7
 ME2261'FEET) FROM STATION S 61 DEG 05 MIN E.  ST. JOSEPH COUNTY, INDIANA-
 ME2261'CORNER OF SECS.  2, 3, 10, 11, T.  37 N., R.  1 W.  (U.S.L.S.) IS
 ME2261'1,640.9 METERS (5,384 FEET) FROM STATION ON BEARING N.  39 DEG 10 MIN
 ME2261'W.
 ME2261
 ME2261                          STATION RECOVERY (1935)
 ME2261
 ME2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ME2261'THIS HAS BEEN REMARKED.  COULD NOT FIND A REFERENCE STONE S.T 18 DEG
 ME2261'24 MIN W DISTANT 28.5 FEET.
 ME2261'
 ME2261'THIS IS SOUTHEAST OF CARLISLE.  OTHER DETAILS OF DESCRIPTION APPLY.
 ME2261'
 ME2261'ABOUT 14.0 MILES WEST OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA VIA
 ME2261'STATE ROAD NO 2, ON GROUNDS USED BY STUDEBAKER CORPORATION AS A
 ME2261'PROVING GROUNDS.  ON TOP OF HIGHEST HILL ABOUT 1/4 MILE SOUTHWEST OF
 ME2261'MAIN ENTRANCE.
 ME2261
 ME2261                          STATION RECOVERY (1952)
 ME2261
 ME2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2261'STATION WAS RECOVERED AS DESCRIBED BY H.C.W. IN 1932.  STATION AND
 ME2261'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND FOUND IN GOOD
 ME2261'CONDITION.  AZIMUTH MARK HAD BEEN DESTROYED.  BENCH MARK J 155 WAS
 ME2261'USED AS AN AZIMUTH MARK BY THIS PARTY.  IT IS 32 FEET SOUTH OF THE
 ME2261'CENTER OF THE SOUTH LANE OF STATE HIGHWAY 2 AND 1.5 FEET EAST OF THE
 ME2261'WEST END OF A CONCRETE BRIDGE ABUTMENT.  THE DISK IS A BRONZE U.S.
 ME2261'COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A DRILL HOLE IN
 ME2261'THE CONCRETE ABUTMENT AND IT IS STAMPED J 155 1946.
 ME2261'
 ME2261'THE 1932 DESCRIPTION TO REACH THE STATION IS ADEQUATE.  TO REACH THE
 ME2261'BENCH MARK FROM THE MAIN GATE TO THE STUDEBAKER PROVING GROUNDS, GO
 ME2261'EAST ON HIGHWAY 2 FOR 1.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2261'
 ME2261'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1961 ***********************************************************************
 JA1961  DESIGNATION -  CARLISLE
 JA1961  PID         -  JA1961
 JA1961  STATE/COUNTY-  IN/SULLIVAN
 JA1961  COUNTRY     -  US
 JA1961  USGS QUAD   -  CARLISLE (2019)
 JA1961
 JA1961                         *CURRENT SURVEY CONTROL
 JA1961  ______________________________________________________________________
 JA1961* NAD 83(1997) POSITION- 38 57 30.14330(N) 087 24 32.78589(W)   ADJUSTED
 JA1961* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 JA1961  ______________________________________________________________________
 JA1961  GEOID HEIGHT    -        -32.165 (meters)                     GEOID18
 JA1961  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 JA1961  HORZ ORDER      -  SECOND
 JA1961
 JA1961.The horizontal coordinates were established by classical geodetic methods
 JA1961.and adjusted by the National Geodetic Survey in May 1999.
 JA1961
 JA1961.The orthometric height was scaled from a topographic map.
 JA1961
 JA1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1961.GEOID18 height accuracy estimate available here.
 JA1961
 JA1961.Click photographs - Photos may exist for this station.
 JA1961
 JA1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1961
 JA1961. The following values were computed from the NAD 83(1997) position.
 JA1961
 JA1961;                    North         East     Units Scale Factor Converg.
 JA1961;SPC IN W     -   411,925.709   871,763.763   MT  0.99997648   -0 12 17.4
 JA1961;SPC IN W     - 1,351,459.60  2,860,111.61   sFT  0.99997648   -0 12 17.4
 JA1961;UTM  16      - 4,312,236.790   464,553.879   MT  0.99961547   -0 15 26.0
 JA1961
 JA1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1961!SPC IN W     -   0.99997871  x   0.99997648  =   0.99995519
 JA1961!UTM  16      -   0.99997871  x   0.99961547  =   0.99959419
 JA1961
 JA1961:                Primary Azimuth Mark                     Grid Az
 JA1961:SPC IN W     -  CARLISLE AZ MK                           127 47 44.3
 JA1961:UTM  16      -  CARLISLE AZ MK                           127 50 52.9
 JA1961
 JA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6455312236(NAD 83)
 JA1961
 JA1961|---------------------------------------------------------------------|
 JA1961| PID    Reference Object                     Distance      Geod. Az  |
 JA1961|                                                           dddmmss.s |
 JA1961| JA1962 CARLISLE MUNICIPAL TANK             APPROX. 0.6 KM 0622534.1 |
 JA1961| CG7370 CARLISLE AZ MK                                     1273526.9 |
 JA1961| CG7371 CARLISLE RM 1                        23.740 METERS 13225     |
 JA1961| JA1959 OAKTOWN MUNICIPAL TANK              APPROX. 9.9 KM 1954725.2 |
 JA1961| CG7372 CARLISLE RM 2                        35.859 METERS 23056     |
 JA1961|---------------------------------------------------------------------|
 JA1961
 JA1961                          SUPERSEDED SURVEY CONTROL
 JA1961
 JA1961  NAD 83(1986)-  38 57 30.15150(N)    087 24 32.78445(W) AD(       ) 2
 JA1961  NAD 27      -  38 57 29.99494(N)    087 24 32.71477(W) AD(       ) 2
 JA1961
 JA1961.Superseded values are not recommended for survey control.
 JA1961
 JA1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1961.See file dsdata.pdf to determine how the superseded data were derived.
 JA1961
 JA1961_MARKER: DS = TRIANGULATION STATION DISK
 JA1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1961_STAMPING: CARLISLE 1968
 JA1961_MARK LOGO: CGS
 JA1961_PROJECTION: FLUSH
 JA1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1961+STABILITY: SURFACE MOTION
 JA1961
 JA1961  HISTORY     - Date     Condition        Report By
 JA1961  HISTORY     - 1968     MONUMENTED       CGS
 JA1961  HISTORY     - 1974     GOOD             BRADY
 JA1961
 JA1961                          STATION DESCRIPTION
 JA1961
 JA1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1961'STATION IS LOCATED ON A HIGH HILL ABOUT 0.5 MILE WEST OF CARLISLE AND
 JA1961'ON PROPERTY OWNED AND OCCUPIED BY MR SIMEON D YOCUM.
 JA1961'
 JA1961'TO REACH FROM THE POST OFFICE IN CARLISLE, GO SOUTHWEST ON LEDGERWOOD
 JA1961'STREET FOR 0.35 MILES TO THE JUNCTION OF U S HIGHWAY 41.  (TO REACH
 JA1961'THE AZIMUTH MARK FROM HERE, TURN LEFT AND GO SOUTHERLY ON U S HIGHWAY
 JA1961'41 FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY ABOUT
 JA1961'300 FEET TO A STATE OF INDIANA BENCH MARK IN FENCE AS DESCRIBED, KEEP
 JA1961'LEFT AND CONTINUE NORTHERLY ON SERVICE ROAD FOR 0.1 MILE TO THE FIRST
 JA1961'HOUSE ON RIGHT AND AZIMUTH MARK AS DESCRIBED).  CONTINUE AHEAD
 JA1961'WESTERLY CROSSING U S HIGHWAY 41 AND FOLLOW GRAVELED ROAD 0.15 MILE TO
 JA1961'A HOUSE ON LEFT AND DRIVEWAY.  TURN LEFT AND FOLLOW DRIVEWAY SOUTHERLY
 JA1961'FOR 0.05 MILE TO THE SOUTH SIDE OF HOUSE AND STATION AS DESCRIBED.
 JA1961'
 JA1961'ALL MARKS ARE SET IN CONCRETE POSTS.
 JA1961'
 JA1961'STATION MARK, STAMPED CARLISLE 1968, IS SET FLUSH WITH SURFACE OF THE
 JA1961'GROUND.  IT IS 44.5 FEET SOUTH OF EAST CORNER OF HOUSE AND 34.6 FEET
 JA1961'SOUTHEAST OF SOUTH CORNER OF HOUSE.
 JA1961'
 JA1961'RM 1, STAMPED CARLISLE NO 1 1968, IS SET FLUSH.  IT IS 112 FEET
 JA1961'SOUTHEAST OF THE SOUTH CORNER OF HOUSE, 52 FEET SOUTHEAST OF CENTER OF
 JA1961'DRIVEWAY AND 20 FEET SOUTHEAST OF A TRIPLE TRUNK TREE.
 JA1961'
 JA1961'RM 2, STAMPED CARLISLE NO 2 1968, IS SET FLUSH.  IT IS 67 FEET SOUTH
 JA1961'OF CENTER OF DRIVEWAY, 10.5 FEET NORTHWEST OF PROJECTED LINE OF GRAPE
 JA1961'ARBOR AND 6.5 FEET NORTHEAST OF EAST EDGE OF PLOWED FIELD.
 JA1961'
 JA1961'BM V 283, A STATE OF INDIANA HIGHWAY BENCH MARK BRONZE DISK STAMPED V
 JA1961'283 SUL, IS SET IN A CONCRETE POST WHICH PROJECTS ABOUT 15 INCHES.  IT
 JA1961'IS 131 FEET SOUTHWEAST SIGN, 73 FEET SOUTH OF POWER LINE POLE AND ON
 JA1961'WEST SIDE OF FENCE.
 JA1961'
 JA1961'AZ MK, STAMPED CARLISLE 1968, IS SET FLUSH.  IT IS 92 FEET SOUTHWEST
 JA1961'OF THE SOUTHWEST CORNER OF HOUSE, 39 FEET SOUTH OF FENCE CORNER, 26
 JA1961'FEET EAST OF CENTER OF SERVICE ROAD, 4.4 FEET SOUTH OF POWER LINE POLE
 JA1961'AND 2.1 FEET NORTH OF WITNESS POST.
 JA1961'
 JA1961'NOTE-WITH CONSIDERABLE CLEARING BM V 283 WOULD BE VISIBLE FROM THE
 JA1961'GROUND.
 JA1961'
 JA1961'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1961
 JA1961                          STATION RECOVERY (1974)
 JA1961
 JA1961'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 JA1961'ALL MARKS WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1962 ***********************************************************************
 JA1962  DESIGNATION -  CARLISLE MUNICIPAL TANK
 JA1962  PID         -  JA1962
 JA1962  STATE/COUNTY-  IN/SULLIVAN
 JA1962  COUNTRY     -  US
 JA1962  USGS QUAD   -  CARLISLE (2019)
 JA1962
 JA1962                         *CURRENT SURVEY CONTROL
 JA1962  ______________________________________________________________________
 JA1962* NAD 83(1997) POSITION- 38 57 39.24074(N) 087 24 10.47091(W)   ADJUSTED
 JA1962  ______________________________________________________________________
 JA1962  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 JA1962  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 JA1962  HORZ ORDER      -  THIRD
 JA1962
 JA1962.The horizontal coordinates were established by classical geodetic methods
 JA1962.and adjusted by the National Geodetic Survey in May 1999.
 JA1962
 JA1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1962.GEOID18 height accuracy estimate available here.
 JA1962
 JA1962.Click photographs - Photos may exist for this station.
 JA1962
 JA1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1962
 JA1962. The following values were computed from the NAD 83(1997) position.
 JA1962
 JA1962;                    North         East     Units Scale Factor Converg.
 JA1962;SPC IN W     -   412,204.340   872,302.008   MT  0.99997611   -0 12 03.4
 JA1962;SPC IN W     - 1,352,373.74  2,861,877.50   sFT  0.99997611   -0 12 03.4
 JA1962;UTM  16      - 4,312,514.828   465,092.185   MT  0.99961500   -0 15 12.1
 JA1962
 JA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6509212514(NAD 83)
 JA1962
 JA1962                          SUPERSEDED SURVEY CONTROL
 JA1962
 JA1962  NAD 83(1986)-  38 57 39.24889(N)    087 24 10.46951(W) AD(       ) 3
 JA1962  NAD 27      -  38 57 39.09370(N)    087 24 10.39829(W) AD(       ) 3
 JA1962
 JA1962.Superseded values are not recommended for survey control.
 JA1962
 JA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1962.See file dsdata.pdf to determine how the superseded data were derived.
 JA1962
 JA1962_MARKER: 53 = ELEVATED TANK
 JA1962
 JA1962  HISTORY     - Date     Condition        Report By
 JA1962  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1962
 JA1962                          STATION DESCRIPTION
 JA1962
 JA1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1962'THE STATION IS THE LIGHT AT THE CENTER OF THE TOP OF THE TANK.
 JA1962'LOCATED AT THE
 JA1962'SOUTH EDGE OF THE BUSINESS DISTRICT OF CARLISLE, ABOUT
 JA1962'200 FEET SOUTHWEST OF THE
 JA1962'INTERSECTION OF HARRISON AND ALEXANDER
 JA1962'STREETS AND 50 FEET SOUTH OF THE TOWN HALL.
 JA1962'THE TANK IS SUPPORTED BY
 JA1962'4 LEGS, PAINTED SILVER, WITH THE LEGEND CARLISLE IN BLACK
 JA1962'LETTERS ON THE
 JA1962'NORTH SIDE AND HAS A RED LIGHT AT THE TOP CENTER OF THE TANK.
 JA1962'THE HEIGHT OF THE TANK
 JA1962'IS ABOUT 130 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1992 ***********************************************************************
 KA1992  DESIGNATION -  CARP
 KA1992  PID         -  KA1992
 KA1992  STATE/COUNTY-  IN/OWEN
 KA1992  COUNTRY     -  US
 KA1992  USGS QUAD   -  CATARACT (2019)
 KA1992
 KA1992                         *CURRENT SURVEY CONTROL
 KA1992  ______________________________________________________________________
 KA1992* NAD 83(1997) POSITION- 39 24 17.16534(N) 086 45 44.87650(W)   ADJUSTED
 KA1992* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 KA1992  ______________________________________________________________________
 KA1992  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KA1992  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 KA1992  HORZ ORDER      -  FIRST
 KA1992
 KA1992.The horizontal coordinates were established by classical geodetic methods
 KA1992.and adjusted by the National Geodetic Survey in May 1999.
 KA1992
 KA1992.The orthometric height was scaled from a topographic map.
 KA1992
 KA1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1992.GEOID18 height accuracy estimate available here.
 KA1992
 KA1992.Click photographs - Photos may exist for this station.
 KA1992
 KA1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1992
 KA1992. The following values were computed from the NAD 83(1997) position.
 KA1992
 KA1992;                    North         East     Units Scale Factor Converg.
 KA1992;SPC IN W     -   461,481.012   927,635.655   MT  0.99997607   +0 12 13.3
 KA1992;SPC IN W     - 1,514,042.29  3,043,417.98   sFT  0.99997607   +0 12 13.3
 KA1992;UTM  16      - 4,361,722.614   520,450.819   MT  0.99960515   +0 09 02.8
 KA1992
 KA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1992!SPC IN W     -   0.99996188  x   0.99997607  =   0.99993795
 KA1992!UTM  16      -   0.99996188  x   0.99960515  =   0.99956704
 KA1992
 KA1992:                Primary Azimuth Mark                     Grid Az
 KA1992:SPC IN W     -  CARP AZ MK                               062 03 08.9
 KA1992:UTM  16      -  CARP AZ MK                               062 06 19.4
 KA1992
 KA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2045061722(NAD 83)
 KA1992
 KA1992|---------------------------------------------------------------------|
 KA1992| PID    Reference Object                     Distance      Geod. Az  |
 KA1992|                                                           dddmmss.s |
 KA1992| CC8385 CARP RM 1                            39.908 METERS 05051     |
 KA1992| CC8384 CARP AZ MK                                         0621522.2 |
 KA1992| CC8386 CARP RM 2                            37.125 METERS 12419     |
 KA1992| KA2012 CLOVERDALE MUNICIPAL TANK           APPROX.12.6 KM 3474155.3 |
 KA1992|---------------------------------------------------------------------|
 KA1992
 KA1992                          SUPERSEDED SURVEY CONTROL
 KA1992
 KA1992  NAD 83(1986)-  39 24 17.16884(N)    086 45 44.87222(W) AD(       ) 1
 KA1992  NAD 27      -  39 24 17.00300(N)    086 45 44.84600(W) AD(       ) 1
 KA1992
 KA1992.Superseded values are not recommended for survey control.
 KA1992
 KA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1992.See file dsdata.pdf to determine how the superseded data were derived.
 KA1992
 KA1992_MARKER: DS = TRIANGULATION STATION DISK
 KA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1992_STAMPING: CARP 1939
 KA1992_MARK LOGO: CGS
 KA1992_PROJECTION: RECESSED 30 CENTIMETERS
 KA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1992+STABILITY: SURFACE MOTION
 KA1992
 KA1992  HISTORY     - Date     Condition        Report By
 KA1992  HISTORY     - 1939     MONUMENTED       CGS
 KA1992  HISTORY     - 1947     GOOD             CGS
 KA1992
 KA1992                          STATION DESCRIPTION
 KA1992
 KA1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1992'THE STATION IS LOCATED ABOUT 1.4 MILES N OF CARP ON PROPERTY FARMED
 KA1992'BY HERMAN STACKWELL AND SON. THE MARK IS SET IN THE TOP OF A
 KA1992'HILL IN A CULTIVATED FIELD AND 12 INCHES UNDERGROUND, 102 FEET W OF A
 KA1992'WIRE FENCE, ABOUT 300 FEET N OF THE FENCE AT THE S END OF THE
 KA1992'FIELD. THE DISK IS STAMPED CARP 1939.
 KA1992'
 KA1992'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1992'BRONZE DISKS SET IN CONCRETE.
 KA1992'
 KA1992'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE FENCE ROW AND ON THE
 KA1992'W SIDE OF THE FENCE, ABOUT 100 YARDS S OF THE FENCE CORNER.
 KA1992'REFERENCE MARK NO. 2 IS SE OF THE STATION IN THE FENCE ROW AND ON THE
 KA1992'W SIDE OF THE FENCE, 40 FEET NNW OF A LARGE FLAT ROCK IN THE
 KA1992'PASTURE, ABOUT 210 FEET N OF THE GATE IN THE SE CORNER OF THE FIELD.
 KA1992'
 KA1992'THE AZIMUTH MARK IS ABOUT 1.2 MILES AIR-LINE ENE OF THE STATION, 45
 KA1992'FEET S OF THE CENTER LINE OF A GRAVEL ROAD, 16 FEET W OF THE
 KA1992'CENTER LINE OF A LANE, ON THE W SIDE OF A WIRE FENCE, 18 FEET S OF A
 KA1992'12-INCH OAK TREE. TO REACH FROM THE STATION GO N OF HIGHWAY 0.6
 KA1992'MILE TO CROSS ROAD, TURN RIGHT AND GO 1.0 MILE TO AZIMUTH ON RIGHT.
 KA1992'
 KA1992'TO REACH THE STATION FROM CARP GO N ON STATE HIGHWAY 43 FOR 1.4 MILES
 KA1992'TO GATE ON LEFT, TURN LEFT AND GO ACROSS PASTURE TO GATE IN
 KA1992'SE CORNER OF FIELD, GO THROUGH GATE NW TO TOP OF HILL AND STATION.
 KA1992'
 KA1992'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1992
 KA1992                          STATION RECOVERY (1947)
 KA1992
 KA1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1992'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939 AND ALL
 KA1992'MARKS ARE IN GOOD CONDITION. SURFACE, UNDERGROUND, AZIMUTH, AND
 KA1992'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KA1992'VARIATIONS, SHOWN
 KA1992'BELOW, ARE IN DIRECTIONS TO MARKS. OTHERWISE THE ORIGINAL DESCRIPTION
 KA1992'IS STILL ADEQUATE. A COMPLETE DESCRIPTION FOLLOWS-
 KA1992'
 KA1992'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CLOVERDALE AND 1.4
 KA1992'MILES NORTH OF CARP ON A KNOLL IN A PASTURE, OWNED BY MR. HERMAN
 KA1992'STOCKWELL. IT IS 300 FEET NORTH-NORTHWEST OF AN OPENING IN THE FENCE
 KA1992'AT THE SOUTHERN EDGE OF THE PASTURE, AND 102 FEET WEST OF
 KA1992'THE FENCE. THE MARK IS 12 INCHES UNDERGROUND, AND THE DISK IS STAMPED
 KA1992'CARP 1939.
 KA1992'
 KA1992'REFERENCE MARK NO. 1 IS 130.93 FEET NORTHEAST OF THE STATION, ABOUT
 KA1992'300 FEET NORTH OF THE FENCE CORNER, AND 6 INCHES WEST OF THE
 KA1992'FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1992'CARP NO 1 1939.
 KA1992'
 KA1992'REFERENCE MARK NO. 2 IS 121.80 FEET SOUTHEAST OF THE STATION, 210
 KA1992'FEET NORTH OF THE FENCE CORNER, AND 6 INCHES WEST OF THE FENCE.
 KA1992'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CARP NO 2
 KA1992'1939.
 KA1992'
 KA1992'THE AZIMUTH MARK IS APPROXIMATELY 1.2 MILES NORTHEAST OF THE STATION,
 KA1992'45 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 KA1992'18 FEET SOUTHEAST OF A 12-INCH OAK TREE, AND 6 INCHES WEST OF A
 KA1992'FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CARP 1939.
 KA1992'
 KA1992'TO REACH THE STATION FROM THE GRADE SCHOOL IN CARP, GO NORTH OF STATE
 KA1992'HIGHWAY 43 FOR 1.4 MILES TO A GATE ON THE LEFT LEADING TO
 KA1992'MR.STOCKWELLS PASTURE, TURN LEFT THROUGH THE GATE AND GO 0.01 MILE
 KA1992'TO AN OPENING IN THE FENCE AT THE SOUTHEAST CORNER, TURN
 KA1992'RIGHT AFTER PASSING THROUGH THE OPENING AND GO NORTH-NORTHWEST TO THE
 KA1992'STATION AS DESCRIBED.
 KA1992'
 KA1992'TO REACH THE AZIMUTH MARK FROM MR. STOCKWELLS GATE, MENTIONED ABOVE,
 KA1992'CONTINUE NORTHERLY ON HIGHWAY 43 FOR 0.6 MILE TO MR. STOCKWELLS
 KA1992'RESIDENCE ON THE RIGHT AT A CROSSROAD, TURN RIGHT HERE ON GRAVELED
 KA1992'ROAD AND GO 1 MILE TO A T-ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 KA1992'
 KA1992'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1855 ***********************************************************************
 JA1855  DESIGNATION -  CARTER
 JA1855  PID         -  JA1855
 JA1855  STATE/COUNTY-  IN/SPENCER
 JA1855  COUNTRY     -  US
 JA1855  USGS QUAD   -  DALE (2019)
 JA1855
 JA1855                         *CURRENT SURVEY CONTROL
 JA1855  ______________________________________________________________________
 JA1855* NAD 83(1997) POSITION- 38 11 45.21805(N) 086 58 44.85439(W)   ADJUSTED
 JA1855* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 JA1855  ______________________________________________________________________
 JA1855  GEOID HEIGHT    -        -32.014 (meters)                     GEOID18
 JA1855  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 JA1855  HORZ ORDER      -  SECOND
 JA1855
 JA1855.The horizontal coordinates were established by classical geodetic methods
 JA1855.and adjusted by the National Geodetic Survey in May 1999.
 JA1855
 JA1855.The orthometric height was scaled from a topographic map.
 JA1855
 JA1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1855.GEOID18 height accuracy estimate available here.
 JA1855
 JA1855.Click photographs - Photos may exist for this station.
 JA1855
 JA1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1855
 JA1855. The following values were computed from the NAD 83(1997) position.
 JA1855
 JA1855;                    North         East     Units Scale Factor Converg.
 JA1855;SPC IN W     -   327,242.331   909,128.063   MT  0.99996769   +0 03 52.0
 JA1855;SPC IN W     - 1,073,627.55  2,982,697.65   sFT  0.99996769   +0 03 52.0
 JA1855;UTM  16      - 4,227,550.424   501,827.776   MT  0.99960004   +0 00 46.5
 JA1855
 JA1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1855!SPC IN W     -   0.99998088  x   0.99996769  =   0.99994857
 JA1855!UTM  16      -   0.99998088  x   0.99960004  =   0.99958092
 JA1855
 JA1855:                Primary Azimuth Mark                     Grid Az
 JA1855:SPC IN W     -  CARTER AZ MK                             190 00 02.1
 JA1855:UTM  16      -  CARTER AZ MK                             190 03 07.6
 JA1855
 JA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0182727550(NAD 83)
 JA1855
 JA1855|---------------------------------------------------------------------|
 JA1855| PID    Reference Object                     Distance      Geod. Az  |
 JA1855|                                                           dddmmss.s |
 JA1855| CG7378 CARTER RM 1                           9.187 METERS 05056     |
 JA1855| CG7379 CARTER RM 2                           8.772 METERS 14127     |
 JA1855| CG7377 CARTER AZ MK                                       1900354.1 |
 JA1855|---------------------------------------------------------------------|
 JA1855
 JA1855                          SUPERSEDED SURVEY CONTROL
 JA1855
 JA1855  NAD 83(1993)-  38 11 45.22155(N)    086 58 44.85655(W) AD(       ) 2
 JA1855  NAD 83(1986)-  38 11 45.22585(N)    086 58 44.85749(W) AD(       ) 2
 JA1855  NAD 27      -  38 11 45.03300(N)    086 58 44.87300(W) AD(       ) 2
 JA1855
 JA1855.Superseded values are not recommended for survey control.
 JA1855
 JA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1855.See file dsdata.pdf to determine how the superseded data were derived.
 JA1855
 JA1855_MARKER: DS = TRIANGULATION STATION DISK
 JA1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1855_STAMPING: CARTER 1946
 JA1855_MARK LOGO: CGS
 JA1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1855+STABILITY: SURFACE MOTION
 JA1855
 JA1855  HISTORY     - Date     Condition        Report By
 JA1855  HISTORY     - 1946     MONUMENTED       CGS
 JA1855
 JA1855                          STATION DESCRIPTION
 JA1855
 JA1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1855'THIS STATION IS ABOUT 0.25 MILE WEST OF STATE HIGHWAY 45 AT A POINT
 JA1855'1.9 MILES NORTH FROM THE JUNCTION OF STATE HIGHWAYS 62, 68 AND 45 IN
 JA1855'DALE, ABOUT 100 YARDS WEST OF A WHITE FARMHOUSE, ON THE WEST SIDE OF A
 JA1855'HILL.  THE MARK IS 66 FEET WEST OF A SHED AND 44 FEET NORTHWEST OF AN
 JA1855'18-INCH TREE.  THE MARK PROJECTS 4 INCH AND THE DISK IS STAMPED CARTER
 JA1855'1946.
 JA1855'
 JA1855'REFERENCE MARK NO 1 IS 30.14 FEET NORTHEAST OF THE STATION AND 43 FEET
 JA1855'NORTH-NORTHWEST OF THE SHED.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1855'THE DISK IS STAMPED CARTER NO 1 1946.
 JA1855'
 JA1855'REFERENCE MARK NO 2 IS 28.78 FEET SOUTHEAST OF THE STATION, 48 FEET
 JA1855'SOUTHWEST OF THE SHED AND 20 FEET NORTH OF THE 18-INCH TREE.  THE MARK
 JA1855'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CARTER NO 2 1946.
 JA1855'
 JA1855'THE AZIMUTH MARK IS 0.3 MILE SOUTH FROM THE STATION AND THE ENTRANCE
 JA1855'TO THE FARMHOUSE, 95 FEET NORTH OF A POWER POLE, 29 FEET WEST OF THE
 JA1855'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A WHITE WITNESS POST,
 JA1855'AT THE TOP OF A RISE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1855'STAMPED CARTER 1946.
 JA1855'
 JA1855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2377 ***********************************************************************
 LB2377  DESIGNATION -  CASSEDY
 LB2377  PID         -  LB2377
 LB2377  STATE/COUNTY-  IN/HOWARD
 LB2377  COUNTRY     -  US
 LB2377  USGS QUAD   -  GALVESTON (2019)
 LB2377
 LB2377                         *CURRENT SURVEY CONTROL
 LB2377  ______________________________________________________________________
 LB2377* NAD 83(1997) POSITION- 40 33 31.73838(N) 086 10 22.86191(W)   ADJUSTED
 LB2377* NAVD 88 ORTHO HEIGHT -   251.16  (+/-2cm)      824.0   (feet) VERTCON3
 LB2377  ______________________________________________________________________
 LB2377  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 LB2377  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 LB2377  HORZ ORDER      -  SECOND
 LB2377  VERT ORDER      -  THIRD ? (See Below)
 LB2377
 LB2377.The horizontal coordinates were established by classical geodetic methods
 LB2377.and adjusted by the National Geodetic Survey in May 1999.
 LB2377
 LB2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2377
 LB2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2377.GEOID18 height accuracy estimate available here.
 LB2377
 LB2377.The vertical order pertains to the NGVD 29 superseded value.
 LB2377
 LB2377.Click photographs - Photos may exist for this station.
 LB2377
 LB2377.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2377
 LB2377. The following values were computed from the NAD 83(1997) position.
 LB2377
 LB2377;                    North         East     Units Scale Factor Converg.
 LB2377;SPC IN E     -   589,689.740    57,116.648   MT  0.99998929   -0 19 45.3
 LB2377;SPC IN E     - 1,934,673.76    187,390.20   sFT  0.99998929   -0 19 45.3
 LB2377;UTM  16      - 4,490,111.906   570,012.588   MT  0.99966033   +0 32 15.9
 LB2377
 LB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2377!SPC IN E     -   0.99996599  x   0.99998929  =   0.99995528
 LB2377!UTM  16      -   0.99996599  x   0.99966033  =   0.99962634
 LB2377
 LB2377:                Primary Azimuth Mark                     Grid Az
 LB2377:SPC IN E     -  LACY                                     153 15 25.1
 LB2377:UTM  16      -  LACY                                     152 23 23.9
 LB2377
 LB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7001290111(NAD 83)
 LB2377
 LB2377|---------------------------------------------------------------------|
 LB2377| PID    Reference Object                     Distance      Geod. Az  |
 LB2377|                                                           dddmmss.s |
 LB2377| CC8391 CASSEDY RM                           15.145 METERS 01125     |
 LB2377| LB2380 LACY                                APPROX. 6.3 KM 1525539.8 |
 LB2377|---------------------------------------------------------------------|
 LB2377
 LB2377                          SUPERSEDED SURVEY CONTROL
 LB2377
 LB2377  NAD 83(1986)-  40 33 31.74436(N)    086 10 22.87378(W) AD(       ) 2
 LB2377  NAD 27      -  40 33 31.60490(N)    086 10 22.88660(W) AD(       ) 2
 LB2377  USSD        -  40 33 31.62600(N)    086 10 22.75600(W) AD(       ) 3
 LB2377  NGVD 29             251.28   (m)          824.4    (f) LEVELING    3  
 LB2377
 LB2377.Superseded values are not recommended for survey control.
 LB2377
 LB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2377.See file dsdata.pdf to determine how the superseded data were derived.
 LB2377
 LB2377_MARKER: DS = TRIANGULATION STATION DISK
 LB2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2377_STAMPING: CASSEDY 1920
 LB2377_MARK LOGO: CGS
 LB2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2377+STABILITY: SURFACE MOTION
 LB2377
 LB2377  HISTORY     - Date     Condition        Report By
 LB2377  HISTORY     - 1920     MONUMENTED       CGS
 LB2377  HISTORY     - 1944     GOOD             CGS
 LB2377  HISTORY     - 1948     GOOD             CGS
 LB2377
 LB2377                          STATION DESCRIPTION
 LB2377
 LB2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2377'ABOUT 3-1/2 MILES N OF KOKOMO ON W SIDE OF RAILROAD TRACK,
 LB2377'ONE-FOURTH MILE N OF MILEPOST C 164, THREE-EIGHTHS MILE S OF COUNTY
 LB2377'LINE INTERURBAN STATION, 2.820 METERS (9.25 FEET) W OF THE W AND
 LB2377'NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE
 LB2377'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS
 LB2377'ON THE OPPOSITE SIDE OF THE TRACK, 15.145 METERS (49.69 FEET) FROM
 LB2377'THE STATION N 61 DEG 25 MIN E.
 LB2377
 LB2377                          STATION RECOVERY (1944)
 LB2377
 LB2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WB)
 LB2377'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 LB2377'
 LB2377'REFERENCE MARK NOT SEARCHED FOR.
 LB2377
 LB2377                          STATION RECOVERY (1948)
 LB2377
 LB2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2377'STATION MARK RECOVERED, RM WAS NOT FOUND.  STATION IS 119 FEET S OF A
 LB2377'STEEL WHISTLE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1905 ***********************************************************************
 JA1905  DESIGNATION -  CASTLE
 JA1905  PID         -  JA1905
 JA1905  STATE/COUNTY-  IN/ORANGE
 JA1905  COUNTRY     -  US
 JA1905  USGS QUAD   -  FRENCH LICK (2019)
 JA1905
 JA1905                         *CURRENT SURVEY CONTROL
 JA1905  ______________________________________________________________________
 JA1905* NAD 83(1997) POSITION- 38 33 50.13155(N) 086 32 56.62628(W)   ADJUSTED
 JA1905* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 JA1905  ______________________________________________________________________
 JA1905  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 JA1905  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 JA1905  HORZ ORDER      -  SECOND
 JA1905
 JA1905.The horizontal coordinates were established by classical geodetic methods
 JA1905.and adjusted by the National Geodetic Survey in May 1999.
 JA1905
 JA1905.The orthometric height was scaled from a topographic map.
 JA1905
 JA1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1905.GEOID18 height accuracy estimate available here.
 JA1905
 JA1905.Click photographs - Photos may exist for this station.
 JA1905
 JA1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1905
 JA1905. The following values were computed from the NAD 83(1997) position.
 JA1905
 JA1905;                    North         East     Units Scale Factor Converg.
 JA1905;SPC IN W     -   368,224.027   946,563.271   MT  0.99999336   +0 19 59.0
 JA1905;SPC IN W     - 1,208,081.66  3,105,516.33   sFT  0.99999336   +0 19 59.0
 JA1905;UTM  16      - 4,268,483.106   539,286.074   MT  0.99961901   +0 16 52.0
 JA1905
 JA1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1905!SPC IN W     -   0.99996490  x   0.99999336  =   0.99995826
 JA1905!UTM  16      -   0.99996490  x   0.99961901  =   0.99958393
 JA1905
 JA1905:                Primary Azimuth Mark                     Grid Az
 JA1905:SPC IN W     -  CASTLE AZ MK                             052 33 37.3
 JA1905:UTM  16      -  CASTLE AZ MK                             052 36 44.3
 JA1905
 JA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3928668483(NAD 83)
 JA1905
 JA1905|---------------------------------------------------------------------|
 JA1905| PID    Reference Object                     Distance      Geod. Az  |
 JA1905|                                                           dddmmss.s |
 JA1905| JA1907 CASTLE AZ MK                        APPROX. 1.2 KM 0525336.3 |
 JA1905| JA1699 PAOLI MUNICIPAL STANDPIPE           APPROX. 7.1 KM 0924923.3 |
 JA1905| CG7383 CASTLE RM 1                          23.159 METERS 12225     |
 JA1905| CG7384 CASTLE RM 2                          24.372 METERS 21313     |
 JA1905|---------------------------------------------------------------------|
 JA1905
 JA1905                          SUPERSEDED SURVEY CONTROL
 JA1905
 JA1905  NAD 83(1986)-  38 33 50.13733(N)    086 32 56.62930(W) AD(       ) 2
 JA1905  NAD 27      -  38 33 49.94400(N)    086 32 56.66600(W) AD(       ) 2
 JA1905
 JA1905.Superseded values are not recommended for survey control.
 JA1905
 JA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1905.See file dsdata.pdf to determine how the superseded data were derived.
 JA1905
 JA1905_MARKER: DS = TRIANGULATION STATION DISK
 JA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1905_STAMPING: CASTLE 1946
 JA1905_MARK LOGO: CGS
 JA1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1905+STABILITY: SURFACE MOTION
 JA1905
 JA1905  HISTORY     - Date     Condition        Report By
 JA1905  HISTORY     - 1946     MONUMENTED       CGS
 JA1905  HISTORY     - 1984     GOOD             INDNR
 JA1905
 JA1905                          STATION DESCRIPTION
 JA1905
 JA1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1905'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WEST BADEN, 1 MILE
 JA1905'SOUTH OF U S HIGHWAY 150 ON A GRASSY RIDGE THAT IS HEAVILY TIMBERED ON
 JA1905'THE SLOPES.  IT IS 28 FEET EAST OF A GATE AND THE CENTERLINE OF A
 JA1905'TRACK ROAD AND 6 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 5
 JA1905'INCHES AND THE DISK IS STAMPED CASTLE 1946.
 JA1905'
 JA1905'REFERENCE MARK NO 1 IS 75.98 FEET SOUTH OF THE STATION AND IS 1 FOOT
 JA1905'EAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1905'STAMPED CASTLE NO 1 1946.
 JA1905'
 JA1905'REFERENCE MARK NO 2 IS 79.96 FEET SOUTHWEST OF THE STATION, 52 FEET
 JA1905'SOUTHWEST OF A GATE AND THE CENTERLINE OF A TRACK ROAD AND 1 FOOT EAST
 JA1905'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1905'CASTLE NO 2 1946.
 JA1905'
 JA1905'THE AZIMUTH IS ABOUT 0.8 MILE EAST OF THE STATION, 28 FEET SOUTH OF
 JA1905'THE CENTERLINE OF HIGHWAY 150, 5 FEET EAST OF A WITNESS POST, 5 FEET
 JA1905'NORTH OF A FENCELINE AND IS BETWEEN TWO GATES AND DRIVE TO A BARN.
 JA1905'THE MARK IS FLUSH WITH THE GROUND AND IS STAMPED CASTLE 1946.
 JA1905'
 JA1905'TO REACH FROM THE JUNCTION OF U S HIGHWAY 150 AND STATE HIGHWAY 56 IN
 JA1905'PROSPECT, GO EAST ON HIGHWAY 150 FOR 3.0 MILES TO A BRICK CHURCH ON
 JA1905'THE LEFT AND A GRAVEL SIDE ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND
 JA1905'GO SOUTH FOR 0.2 MILE.  TURN LEFT AND GO EAST AND SOUTH FOR 0.9 MILE
 JA1905'TO A FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.3 MILE.  TURN LEFT AT
 JA1905'THE GATE AT THE EAST END OF A WHITE FENCE, THROUGH GATE AND GO NORTH
 JA1905'ALONG A DIVIDE FOR 0.1 MILE TO A GATE WHICH IS NORTH OF A WELL AND THE
 JA1905'STATION AS DESCRIBED.
 JA1905'
 JA1905'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1905
 JA1905                          STATION RECOVERY (1984)
 JA1905
 JA1905'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 JA1905'CASTLE NO 2 1946 (REF. MARK 2) RECOVERED.  THE STATION MARK, AND R.M.
 JA1905'1 WERE NOT FOUND.  BRIEF SEARCH.  THE AREA IS NOW OVERGROWN, AND THE
 JA1905'TRACK ROAD IS ABANDONED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1907 ***********************************************************************
 JA1907  DESIGNATION -  CASTLE AZ MK
 JA1907  PID         -  JA1907
 JA1907  STATE/COUNTY-  IN/ORANGE
 JA1907  COUNTRY     -  US
 JA1907  USGS QUAD   -  FRENCH LICK (2019)
 JA1907
 JA1907                         *CURRENT SURVEY CONTROL
 JA1907  ______________________________________________________________________
 JA1907* NAD 83(1997) POSITION- 38 34 13.33040(N) 086 32 17.56011(W)   ADJUSTED
 JA1907* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 JA1907  ______________________________________________________________________
 JA1907  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 JA1907  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 JA1907  HORZ ORDER      -  THIRD
 JA1907
 JA1907.The horizontal coordinates were established by classical geodetic methods
 JA1907.and adjusted by the National Geodetic Survey in May 1999.
 JA1907
 JA1907.The orthometric height was scaled from a topographic map.
 JA1907
 JA1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1907.GEOID18 height accuracy estimate available here.
 JA1907
 JA1907.Click photographs - Photos may exist for this station.
 JA1907
 JA1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1907
 JA1907. The following values were computed from the NAD 83(1997) position.
 JA1907
 JA1907;                    North         East     Units Scale Factor Converg.
 JA1907;SPC IN W     -   368,944.909   947,504.794   MT  0.99999445   +0 20 23.6
 JA1907;SPC IN W     - 1,210,446.76  3,108,605.31   sFT  0.99999445   +0 20 23.6
 JA1907;UTM  16      - 4,269,202.864   540,227.897   MT  0.99961993   +0 17 16.5
 JA1907
 JA1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1907!SPC IN W     -   0.99997981  x   0.99999445  =   0.99997426
 JA1907!UTM  16      -   0.99997981  x   0.99961993  =   0.99959975
 JA1907
 JA1907:                Primary Azimuth Mark                     Grid Az
 JA1907:SPC IN W     -  CASTLE                                   232 33 37.1
 JA1907:UTM  16      -  CASTLE                                   232 36 44.2
 JA1907
 JA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4022769202(NAD 83)
 JA1907
 JA1907|---------------------------------------------------------------------|
 JA1907| PID    Reference Object                     Distance      Geod. Az  |
 JA1907|                                                           dddmmss.s |
 JA1907| JA1905 CASTLE                              APPROX. 1.2 KM 2325400.7 |
 JA1907| JA1906 CASTLE 1946 AZ MK TEMP              335.570 METERS 28324     |
 JA1907|---------------------------------------------------------------------|
 JA1907
 JA1907                          SUPERSEDED SURVEY CONTROL
 JA1907
 JA1907  NAD 83(1986)-  38 34 13.33602(N)    086 32 17.56326(W) AD(       ) 3
 JA1907  NAD 27      -  38 34 13.14900(N)    086 32 17.59100(W) AD(       ) 3
 JA1907
 JA1907.Superseded values are not recommended for survey control.
 JA1907
 JA1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1907.See file dsdata.pdf to determine how the superseded data were derived.
 JA1907
 JA1907_MARKER: DZ = AZIMUTH MARK DISK
 JA1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1907_STAMPING: CASTLE 1946
 JA1907_MARK LOGO: CGS
 JA1907_PROJECTION: FLUSH
 JA1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1907+STABILITY: SURFACE MOTION
 JA1907
 JA1907  HISTORY     - Date     Condition        Report By
 JA1907  HISTORY     - 1946     MONUMENTED       CGS
 JA1907
 JA1907                          STATION DESCRIPTION
 JA1907
 JA1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1907'THIS STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE SMALL VILLAGE
 JA1907'OF WEST BADEN, 28 FEET
 JA1907'SOUTH OF THE CENTERLINE OF U S HIGHWAY 50, 5 FEET EAST
 JA1907'OF A WITNESS POST, 5 FEET NORTH
 JA1907'OF A FENCELINE, AND IS BETWEEN TWO
 JA1907'GATES AND DRIVES TO A BARN.  THE MARK IS FLUSH
 JA1907'WITH THE GROUND AND
 JA1907'THE DISK IS STMAPED CASTLE 1946.
 JA1907'
 JA1907'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 150 AND
 JA1907'STATE HIGHWAY 56 AT
 JA1907'THE EAST EDGE OF PROSPECT, GO EAST ON U S HIGHWAY 150
 JA1907'FOR 4.75 MILES N TO THE AZIMUTH
 JA1907'MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1905 ***********************************************************************
 KA1905  DESIGNATION -  CASTLETON RESET
 KA1905  PID         -  KA1905
 KA1905  STATE/COUNTY-  IN/HAMILTON
 KA1905  COUNTRY     -  US
 KA1905  USGS QUAD   -  FISHERS (2019)
 KA1905
 KA1905                         *CURRENT SURVEY CONTROL
 KA1905  ______________________________________________________________________
 KA1905* NAD 83(1997) POSITION- 39 55 46.23991(N) 086 02 05.49228(W)   ADJUSTED
 KA1905* NAVD 88 ORTHO HEIGHT -   250.92  (+/-2cm)      823.2   (feet) VERTCON3
 KA1905  ______________________________________________________________________
 KA1905  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 KA1905  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 KA1905  HORZ ORDER      -  SECOND
 KA1905  VERT ORDER      -  THIRD ? (See Below)
 KA1905
 KA1905.The horizontal coordinates were established by classical geodetic methods
 KA1905.and adjusted by the National Geodetic Survey in May 1999.
 KA1905
 KA1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1905
 KA1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1905.GEOID18 height accuracy estimate available here.
 KA1905
 KA1905.The vertical order pertains to the NGVD 29 superseded value.
 KA1905
 KA1905.Click photographs - Photos may exist for this station.
 KA1905
 KA1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1905
 KA1905. The following values were computed from the NAD 83(1997) position.
 KA1905
 KA1905;                    North         East     Units Scale Factor Converg.
 KA1905;SPC IN E     -   519,756.141    68,527.344   MT  0.99997886   -0 14 10.8
 KA1905;SPC IN E     - 1,705,233.27    224,826.79   sFT  0.99997886   -0 14 10.8
 KA1905;UTM  16      - 4,420,379.531   582,469.493   MT  0.99968373   +0 37 10.2
 KA1905
 KA1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1905!SPC IN E     -   0.99996596  x   0.99997886  =   0.99994482
 KA1905!UTM  16      -   0.99996596  x   0.99968373  =   0.99964970
 KA1905
 KA1905:                Primary Azimuth Mark                     Grid Az
 KA1905:SPC IN E     -  FISHER                                   027 37 51.5
 KA1905:UTM  16      -  FISHER                                   026 46 30.5
 KA1905
 KA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8246920379(NAD 83)
 KA1905
 KA1905|---------------------------------------------------------------------|
 KA1905| PID    Reference Object                     Distance      Geod. Az  |
 KA1905|                                                           dddmmss.s |
 KA1905| KA1906 FISHER                              APPROX. 4.1 KM 0272340.7 |
 KA1905| CC8392 CASTLETON RM                         12.050 METERS 20141     |
 KA1905|---------------------------------------------------------------------|
 KA1905
 KA1905                          SUPERSEDED SURVEY CONTROL
 KA1905
 KA1905  NAD 83(1986)-  39 55 46.23633(N)    086 02 05.51369(W) AD(       ) 2
 KA1905  NAD 27      -  39 55 46.10200(N)    086 02 05.55900(W) AD(       ) 2
 KA1905  USSD        -  39 55 46.14100(N)    086 02 05.35000(W) AD(       ) 3
 KA1905  NGVD 29             251.05   (m)          823.7    (f) LEVELING    3  
 KA1905
 KA1905.Superseded values are not recommended for survey control.
 KA1905
 KA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1905.See file dsdata.pdf to determine how the superseded data were derived.
 KA1905
 KA1905_MARKER: DS = TRIANGULATION STATION DISK
 KA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1905_STAMPING: CASTLETON 1920 1971
 KA1905_MARK LOGO: CGS
 KA1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1905+STABILITY: SURFACE MOTION
 KA1905
 KA1905  HISTORY     - Date     Condition        Report By
 KA1905  HISTORY     - 1971     MONUMENTED       NGS
 KA1905  HISTORY     - 1980     GOOD             NGS
 KA1905
 KA1905                          STATION DESCRIPTION
 KA1905
 KA1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1905'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION, BUT FOUND
 KA1905'TO BE STAMPED GIBSON FOR SOME UNKNOWN REASON.  REFERENCE MARK
 KA1905'1920 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED. THE SURFACE
 KA1905'STATION MARK WAS FOUND UPROOTED AND THE DISK GONE. A NEW
 KA1905'UNDERGROUND STATION MARK AND 2 REFERENCE MARKS WERE SET. A NEW
 KA1905'DESCRIPTION FOLLOWS-
 KA1905'
 KA1905'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF CASTLETON, ON THE EAST
 KA1905'SIDE OF AND ON THE RIGHT-OF-WAY OF THE LAKE ERIE AND WESTERN
 KA1905'RAILROAD, 1023 FEET NORTHEAST OF THE CROSSING OF 96TH STREET COUNTY
 KA1905'LINE ROAD AND THE RAILROAD, 350 FEET NORTHEAST OF MILEPOST 14, 40
 KA1905'FEET SOUTHWEST OF A TELEPHONE POLE WITH A BRACE POLE, 44 FEET
 KA1905'SOUTHWEST OF A 12 INCH HACKBERRY TREE AND 16 FEET EAST OF THE
 KA1905'EAST RAIL OF THE RAILROAD. THE STATION MARK IS A STANDARD DISK SET IN
 KA1905'THE TOP OF A CONCRETE FILLED 4 INCH PLASTIC PIPE PROJECTING 10
 KA1905'INCHES, DISK IS STAMPED CASTLETON 1920 1971, UNDERGROUND MARK SET
 KA1905'IN CONCRETE AND DISK STAMPED CASTLETON 1920 1971.
 KA1905'
 KA1905'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASTLETON 1920 NO 2 1971
 KA1905'SET IN THE TOP OF A CONCRETE FILLED 4 INCH PLASTIC PIPE
 KA1905'PROJECTING 4 INCHES, 1 FOOT EAST OF FENCE AND 18 FEET WEST OF THE
 KA1905'WEST RAIL OF THE RAILROAD.
 KA1905'
 KA1905'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASTLETON 1920 NO 3 1971
 KA1905'SET IN THE TOP OF A CONCRETE FILLED 4 INCH PLASTIC PIPE
 KA1905'PROJECTING 6 INCHES, 1 FOOT EAST OF THE FENCE AND 18 FEET WEST OF THE
 KA1905'WEST RAIL OF THE RAILROAD.
 KA1905'
 KA1905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE NORTH
 KA1905'OF CASTLETON.
 KA1905'
 KA1905'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1905
 KA1905                          STATION RECOVERY (1980)
 KA1905
 KA1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1905'STATION MARK, RM 2 AND 3 FOUND IN GOOD CONDITION.  THE DISTANCE AND
 KA1905'DIRECTION TO THE MARKS CHECKED THE 1971 DATA.  THERE WAS NO AZIMUTH
 KA1905'MARK FOR THIS STATION AND DUE TO ADVERSE CONDITIONS OF WEATHER THERE
 KA1905'WAS NO AZIMUTH MARK ESTABLISHED AT THIS TIME.
 KA1905'
 KA1905'THE STATION IS ABOUT 1.5 MILE NE OF CASTLETON, 0.35 MILE W OF
 KA1905'INTERSTATE HIGHWAY 69 AND ALONG THE E SIDE OF THE LAKE ERIE AND
 KA1905'WESTERN RAIL ROAD RIGHT OF WAY.
 KA1905'
 KA1905'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69, STATE
 KA1905'HIGHWAY 37 AND 96 STREET, ABOUT 1.5 MILES NE OF CASTLETON, GO W ON 96
 KA1905'STREET FOR 0.35 MILE TO RAIL ROAD TRACK AND CROSSING OF 96 STREET AND
 KA1905'THE STATION ABOUT 1000 FT NE ALONG TRACKS AS DESCRIBED.
 KA1905'
 KA1905'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE FILLED
 KA1905'4 INCH PLASTIC PIPE, STAMPED---CASTLETON 1920 1971---.  IT IS 1175
 KA1905'FT SW OF CENTER LINE OF HAGUE ROAD, 1023 FT NE OF CENTER LINE OF 96
 KA1905'STREET, 300 FT S OF A CONCRETE WHISTLE POST, 156 FT N OF A CONCRETE
 KA1905'METAL WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES.
 KA1905'
 KA1905'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KA1905'FILLED 4 INCH PLASTIC PIPE, STAMPED---CASTLETON 1920 NO 2
 KA1905'1971---.  IT IS 17.5 FT W OF W RAIL OF RAIL ROAD TRACKS AND 1 FT E OF
 KA1905'FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 KA1905'
 KA1905'REFERENCE MARK 3 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KA1905'FILLED 4 INCH PLASTIC PIPE, STAMPED---CASTLETON 1920 NO 3
 KA1905'1971---.  IT IS 18.0 FT W OF W RAIL AND 1 FT E OF FENCE.  THE MARK
 KA1905'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1926 ***********************************************************************
 JA1926  DESIGNATION -  CAVANAUGH
 JA1926  PID         -  JA1926
 JA1926  STATE/COUNTY-  IN/DAVIESS
 JA1926  COUNTRY     -  US
 JA1926  USGS QUAD   -  ALFORDSVILLE (2019)
 JA1926
 JA1926                         *CURRENT SURVEY CONTROL
 JA1926  ______________________________________________________________________
 JA1926* NAD 83(1997) POSITION- 38 36 18.85506(N) 086 59 47.56516(W)   ADJUSTED
 JA1926* NAVD 88 ORTHO HEIGHT -   208.02  (+/-2cm)      682.5   (feet) VERTCON3
 JA1926  ______________________________________________________________________
 JA1926  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 JA1926  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 JA1926  HORZ ORDER      -  FIRST
 JA1926  VERT ORDER      -  THIRD ? (See Below)
 JA1926
 JA1926.The horizontal coordinates were established by classical geodetic methods
 JA1926.and adjusted by the National Geodetic Survey in May 1999.
 JA1926
 JA1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1926
 JA1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1926.GEOID18 height accuracy estimate available here.
 JA1926
 JA1926.The vertical order pertains to the NGVD 29 superseded value.
 JA1926
 JA1926.Click photographs - Photos may exist for this station.
 JA1926
 JA1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1926
 JA1926. The following values were computed from the NAD 83(1997) position.
 JA1926
 JA1926;                    North         East     Units Scale Factor Converg.
 JA1926;SPC IN W     -   372,678.063   907,559.430   MT  0.99996737   +0 03 14.9
 JA1926;SPC IN W     - 1,222,694.61  2,977,551.23   sFT  0.99996737   +0 03 14.9
 JA1926;UTM  16      - 4,272,970.856   500,300.753   MT  0.99960000   +0 00 07.8
 JA1926
 JA1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1926!SPC IN W     -   0.99997246  x   0.99996737  =   0.99993984
 JA1926!UTM  16      -   0.99997246  x   0.99960000  =   0.99957248
 JA1926
 JA1926:                Primary Azimuth Mark                     Grid Az
 JA1926:SPC IN W     -  CAVANAUGH AZ MK 2                        338 42 18.1
 JA1926:UTM  16      -  CAVANAUGH AZ MK 2                        338 45 25.2
 JA1926
 JA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0030072970(NAD 83)
 JA1926
 JA1926|---------------------------------------------------------------------|
 JA1926| PID    Reference Object                     Distance      Geod. Az  |
 JA1926|                                                           dddmmss.s |
 JA1926| JA1928 LOOGOOTEE MUNICIPAL TANK            APPROX.10.9 KM 0420102.9 |
 JA1926| CG7390 CAVANAUGH RM 1                       51.201 METERS 12752     |
 JA1926| CG7391 CAVANAUGH RM 2                       35.204 METERS 21640     |
 JA1926| JA1943 WASHINGTON REDWOOD WATER TANK       APPROX.15.0 KM 2931122.8 |
 JA1926| JA1944 WASHINGTON VINCENNES CAN STK        APPROX.14.6 KM 2941214.8 |
 JA1926| JA1941 MONTGOMERY ST MICHAELS CATH CH      APPROX. 7.9 KM 3263254.2 |
 JA1926| CG7388 CAVANAUGH AZ MK RESET                              3381518.5 |
 JA1926| CG7389 CAVANAUGH AZ MK 2                                  3384533.0 |
 JA1926|---------------------------------------------------------------------|
 JA1926
 JA1926                          SUPERSEDED SURVEY CONTROL
 JA1926
 JA1926  NAD 83(1986)-  38 36 18.86249(N)    086 59 47.56672(W) AD(       ) 1
 JA1926  NAD 27      -  38 36 18.67600(N)    086 59 47.55400(W) AD(       ) 1
 JA1926  NGVD 29             208.15   (m)          682.9    (f) LEVELING    3  
 JA1926
 JA1926.Superseded values are not recommended for survey control.
 JA1926
 JA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1926.See file dsdata.pdf to determine how the superseded data were derived.
 JA1926
 JA1926_MARKER: DS = TRIANGULATION STATION DISK
 JA1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1926_STAMPING: CAVANAUGH 1934
 JA1926_MARK LOGO: CGS
 JA1926_PROJECTION: RECESSED 25 CENTIMETERS
 JA1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1926+STABILITY: SURFACE MOTION
 JA1926
 JA1926  HISTORY     - Date     Condition        Report By
 JA1926  HISTORY     - 1934     MONUMENTED       CGS
 JA1926  HISTORY     - 1940     GOOD             CGS
 JA1926  HISTORY     - 1946     GOOD             CGS
 JA1926
 JA1926                          STATION DESCRIPTION
 JA1926
 JA1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1926'STATION IS 5 MILES ESE OF MONTGOMERY ON THE HIGHEST POINT OF A SMALL
 JA1926'CULTIVATED RIDGE BELONGING TO JOHN P CAVANAUGH OF WASHINGTON.  THE
 JA1926'MARK IS 10 INCHES BELOW SURFACE OF GROUND, ABOUT 0.1 MILE E OF DIRT
 JA1926'ROAD, AND ABOUT 50 YARDS N OF EDGE OF WOODS.
 JA1926'
 JA1926'RM 1 IS SE OF STATION AT EDGE OF WOODS,.
 JA1926'
 JA1926'RM 2 IS SW OF STATION AT EDGE OF WOODS AND ABOUT 8 FEET LOWER IN
 JA1926'ELEVATION.
 JA1926'
 JA1926'AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF STATION, 30 FEET E OF CENTER OF
 JA1926'ROAD AND ON A BANK ABOUT 8 FEET HIGHER THAN ROAD.  MARK IS 0.1 MILE N
 JA1926'OF T-ROAD AND ABOUT 100 FEET N OF 24 INCH OAK ON E SIDE OF ROAD.
 JA1926'PROJECTS 2 INCHES.
 JA1926'
 JA1926'TO REACH STATION FROM UNITED BRETHERN CHURCH IN MONTOGOMERY ON RT 50,
 JA1926'GO S ON DIRT ROAD FOR 0.6 MILE TO INTERSECTION A OLD CONCRETE TILE
 JA1926'BLDG, TURN LEFT FOR 0.5 MILE TO INTERSECTION, TURN RIGHT FOR 3.0 MILES
 JA1926'TO POOR DIRT ROAD LEFT AT FOOT TO SLOPE, GO LEFT ON THIS ROAD FOR 1.0
 JA1926'MILE TO T-ROAD INTERSECTION, GO RIGHT FOR 0.2 MILE TO DIM ROAD TO
 JA1926'LEFT, TURN LEFT FOR 150 YARDS AND STATION SITE IS ABOUT 4) FEET LEFT
 JA1926'AT HIGHEST POINT ON HILL.
 JA1926'
 JA1926'NOTE-103 FOOT TOWER NEEDED.
 JA1926'
 JA1926'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 JA1926
 JA1926                          STATION RECOVERY (1940)
 JA1926
 JA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ALM)
 JA1926'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO REMOVE CACANAUGH
 JA1926'AZIMUTH MARK.  THE NEW AZIMUTH MARK WAS SET ON LINE FROM THE STATION
 JA1926'TO THE OLD AZIMUTH MARK, 44.001 FEET NEARER THE STATION.
 JA1926'
 JA1926'STANDARD REFERENCE MARK DISK STAMPED CAVANAUGH AZI, 1934 RECEIVED AT
 JA1926'THE OFFICE 11/16/40.
 JA1926
 JA1926                          STATION RECOVERY (1946)
 JA1926
 JA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1926'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL REFERENCE MARKS
 JA1926'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND A
 JA1926'NEW ONE WAS SET.  THE STATION IS ABOUT 7 MILES SOUTHWEST OF LOOGOOTEE
 JA1926'ON TOP OF A PROMIENT HILL WITH A BARE NORTH SLOPE.  IT IS 25 FEET
 JA1926'NORTH OF THE CENTERLINE OF A TRACK ROAD AND 0.1 MILE EAST OF A GRAVEL
 JA1926'ROAD.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 JA1926'DISK IS STAMPED CAVANAUGH 1934.
 JA1926'
 JA1926'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE BASES.
 JA1926'THE REFERENCE MARK NO 1 IS 167.98 FEET SOUTHEAST OF THE STATION AND IS
 JA1926'17 FEET EAST OF THE CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS 9
 JA1926'INCHES AND THE DISK IS STAMPED CAVANAUGH NO 1 1934.
 JA1926'
 JA1926'REFERENCE MARK NO 2 IS 118.50 FEET SOUTWEST OF THE STATION ON THE
 JA1926'SOUTHWEST SLOPE OF THE HILL, AND IS 8 FEET SOUTH OF A SASSAFRAS TREE 3
 JA1926'INCHES IN DIAMETER.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 JA1926'STAMPED CAVANAUGH NO 2 1934.
 JA1926'
 JA1926'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 32 FEET EAST
 JA1926'OF THE CENTERLINE OF A GRAVEL ROAD, 5 FEET WEST OF THE WEST EDGE OF A
 JA1926'ROAD CUT AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3
 JA1926'INCHES AND THE DISK IS STAMPED CAVANAUGH 1946.
 JA1926'
 JA1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHAY 45 AND U S
 JA1926'HIGHWAY 50 AT THE SOUTH EDGE OF LOOGOOTEE, GO WEST ON HIGHWAY 50 FOR
 JA1926'4.7 MILES TO A CROSSROAD AT A STORE AND SERVICE STATION ON LEFT AND A
 JA1926'SIGN ON THE RIGHT CANNELBURG, HERE TURN SOUTH ON A GRAVEL ROAD AND GO
 JA1926'3.7 MILES TO THE AZIMUTH MARK ON THE LEFT, THENCE CONTINUE STRAIGHT
 JA1926'AHEAD FOR 0.4 MILE TO THE TOP OF A HILL AND A SIDE ROAD LEFT, GO LEFT
 JA1926'AND FOLLOW TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 JA1926'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1911 ***********************************************************************
 JA1911  DESIGNATION -  CAVE
 JA1911  PID         -  JA1911
 JA1911  STATE/COUNTY-  IN/ORANGE
 JA1911  COUNTRY     -  US
 JA1911  USGS QUAD   -  HILLHAM (2019)
 JA1911
 JA1911                         *CURRENT SURVEY CONTROL
 JA1911  ______________________________________________________________________
 JA1911* NAD 83(1997) POSITION- 38 31 41.70309(N) 086 40 45.71489(W)   ADJUSTED
 JA1911* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 JA1911  ______________________________________________________________________
 JA1911  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA1911  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 JA1911  HORZ ORDER      -  SECOND
 JA1911
 JA1911.The horizontal coordinates were established by classical geodetic methods
 JA1911.and adjusted by the National Geodetic Survey in May 1999.
 JA1911
 JA1911.The orthometric height was scaled from a topographic map.
 JA1911
 JA1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1911.GEOID18 height accuracy estimate available here.
 JA1911
 JA1911.Click photographs - Photos may exist for this station.
 JA1911
 JA1911.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1911
 JA1911. The following values were computed from the NAD 83(1997) position.
 JA1911
 JA1911;                    North         East     Units Scale Factor Converg.
 JA1911;SPC IN W     -   364,206.051   935,224.377   MT  0.99998194   +0 15 05.9
 JA1911;SPC IN W     - 1,194,899.35  3,068,315.31   sFT  0.99998194   +0 15 05.9
 JA1911;UTM  16      - 4,264,476.905   527,947.778   MT  0.99960962   +0 11 59.0
 JA1911
 JA1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1911!SPC IN W     -   0.99996345  x   0.99998194  =   0.99994539
 JA1911!UTM  16      -   0.99996345  x   0.99960962  =   0.99957309
 JA1911
 JA1911:                Primary Azimuth Mark                     Grid Az
 JA1911:SPC IN W     -  CAVE AZ MK                               124 01 04.9
 JA1911:UTM  16      -  CAVE AZ MK                               124 04 11.8
 JA1911
 JA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2794764476(NAD 83)
 JA1911
 JA1911|---------------------------------------------------------------------|
 JA1911| PID    Reference Object                     Distance      Geod. Az  |
 JA1911|                                                           dddmmss.s |
 JA1911| CG7392 CAVE RM 1                            24.475 METERS 04940     |
 JA1911| JA1914 CAVE AZ MK                          APPROX. 1.2 KM 1241610.8 |
 JA1911| CG7393 CAVE RM 2                            22.512 METERS 32657     |
 JA1911|---------------------------------------------------------------------|
 JA1911
 JA1911                          SUPERSEDED SURVEY CONTROL
 JA1911
 JA1911  NAD 83(1986)-  38 31 41.70947(N)    086 40 45.71778(W) AD(       ) 2
 JA1911  NAD 27      -  38 31 41.52000(N)    086 40 45.74200(W) AD(       ) 2
 JA1911
 JA1911.Superseded values are not recommended for survey control.
 JA1911
 JA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1911.See file dsdata.pdf to determine how the superseded data were derived.
 JA1911
 JA1911_MARKER: DS = TRIANGULATION STATION DISK
 JA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1911_STAMPING: CAVE 1946
 JA1911_MARK LOGO: CGS
 JA1911_PROJECTION: FLUSH
 JA1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1911+STABILITY: SURFACE MOTION
 JA1911
 JA1911  HISTORY     - Date     Condition        Report By
 JA1911  HISTORY     - 1946     MONUMENTED       CGS
 JA1911  HISTORY     - 1984     GOOD             INDNR
 JA1911  HISTORY     - 19970101 GOOD             INDNR
 JA1911
 JA1911                          STATION DESCRIPTION
 JA1911
 JA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1911'STATION IS ABOUT 1 MILE WEST-SOUTHWEST FROM THE PUMPING PLANT ON THE
 JA1911'BIG INCH LINE, ABOUT 3 MILES SOUTHWEST FROM FRENCH LICK, IT IS ON A
 JA1911'BRUSHY PASTURE HILL ABOUT 0.5 MILE NORTH OF STATE HIGHWAY 56, ON THE
 JA1911'PROPERTY BELONGING TO MR G S CAVE, 56 FEET SOUTHWEST OF A 10-INCH PINE
 JA1911'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CAVE 1946.
 JA1911'
 JA1911'REFERENCE MARK NO 1 IS 80.30 FEET EAST-NORTHEAST OF THE STATION.  THE
 JA1911'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAVE NO 2 1946.
 JA1911'
 JA1911'REFERENCE MARK NO 2 IS 73.86 FEET NORTHWEST OF THE STATION.  THE MARK
 JA1911'PROJECTS 6 INCHES AND THE DISK IS STAMPED CAVE NO 2 1946.
 JA1911'
 JA1911'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-NORTHEAST OF THE STATION,
 JA1911'105.5 FEET SOUTH OF STATE HIGHWAY 56, AND 3.8 FEET NORTHEAST OF A
 JA1911'WHITE POST, 5.8 FEET EAST OF A HIGH WIRE FENCE WHICH IS SURROUNDING
 JA1911'THE PUMPING PLANT ON THE BIG INCH.  THE MARK IS FLUSH WITH THE GROUND
 JA1911'AND THE DISK IS STAMPED CAVE 1946.
 JA1911'
 JA1911'TO REACH THE STATION FROM HILLHAM, GO NORTHEAST ON STATE HIGHWAY 56,
 JA1911'FROM THE STORE AND SHELL STATION, 1.5 MILES TO THE PUMPING PLANT ON
 JA1911'THE RIGHT AND A SIDE ROAD ON THE LEFT, TURN LEFT AND WEST ON THE SIDE
 JA1911'ROAD NEAR THE SCHOOLHOUSE AND GO 0.9 MILE TO A SMALL ABANDONED FARM
 JA1911'HOUSE ON THE RIGHT, TURN THROUGH A BOARD GATE AND GO NORTH UP THE HILL
 JA1911'0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 JA1911'
 JA1911'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1911
 JA1911                          STATION RECOVERY (1984)
 JA1911
 JA1911'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 JA1911'CAVE 1946 RECOVERED, THE HILL IS OVERGROWN WITH TREES AND BRUSH,
 JA1911'VISIBILITY POOR IN ALL DIRECTIONS FROM THE GROUND.
 JA1911'
 JA1911'CAVE 1946 (AZIMUTH MARK) RECOVERED AS DESCRIBED, WITNESS POST IS GONE.
 JA1911'
 JA1911'CAVE RM 1 RECOVERED GOOD.  CAVE RM 2 RECOVERED GOOD.  CAVE 1946
 JA1911'WITNESS POST IS IN VERY POOR CONDITION AND THE AREA IS OVER GROWN WITH
 JA1911'TREES AND BRUSH A TOWER IS NEEDED FOR VISIBILITY.
 JA1911
 JA1911                          STATION RECOVERY (1997)
 JA1911
 JA1911'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA1911'GOOD CONDITION.  CAVE AZIMUTH 1946 IN GOOD CONDITION.  SUCCESSFUL GPS
 JA1911'OBSERVATIONS AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1914 ***********************************************************************
 JA1914  DESIGNATION -  CAVE AZ MK
 JA1914  PID         -  JA1914
 JA1914  STATE/COUNTY-  IN/ORANGE
 JA1914  COUNTRY     -  US
 JA1914  USGS QUAD   -  HILLHAM (2019)
 JA1914
 JA1914                         *CURRENT SURVEY CONTROL
 JA1914  ______________________________________________________________________
 JA1914* NAD 83(1997) POSITION- 38 31 19.38574(N) 086 40 04.02651(W)   ADJUSTED
 JA1914* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 JA1914  ______________________________________________________________________
 JA1914  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 JA1914  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 JA1914  HORZ ORDER      -  THIRD
 JA1914
 JA1914.The horizontal coordinates were established by classical geodetic methods
 JA1914.and adjusted by the National Geodetic Survey in May 1999.
 JA1914
 JA1914.The orthometric height was scaled from a topographic map.
 JA1914
 JA1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1914.GEOID18 height accuracy estimate available here.
 JA1914
 JA1914.Click photographs - Photos may exist for this station.
 JA1914
 JA1914.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1914
 JA1914. The following values were computed from the NAD 83(1997) position.
 JA1914
 JA1914;                    North         East     Units Scale Factor Converg.
 JA1914;SPC IN W     -   363,522.409   936,237.228   MT  0.99998283   +0 15 31.7
 JA1914;SPC IN W     - 1,192,656.44  3,071,638.31   sFT  0.99998283   +0 15 31.7
 JA1914;UTM  16      - 4,263,792.601   528,959.632   MT  0.99961033   +0 12 24.9
 JA1914
 JA1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1914!SPC IN W     -   0.99996832  x   0.99998283  =   0.99995115
 JA1914!UTM  16      -   0.99996832  x   0.99961033  =   0.99957866
 JA1914
 JA1914:                Primary Azimuth Mark                     Grid Az
 JA1914:SPC IN W     -  CAVE                                     304 01 05.1
 JA1914:UTM  16      -  CAVE                                     304 04 11.9
 JA1914
 JA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2895963792(NAD 83)
 JA1914
 JA1914|---------------------------------------------------------------------|
 JA1914| PID    Reference Object                     Distance      Geod. Az  |
 JA1914|                                                           dddmmss.s |
 JA1914| JA1911 CAVE                                APPROX. 1.2 KM 3041636.8 |
 JA1914| JA1913 CAVE 1946 AZ MK TEMP                298.571 METERS 33802     |
 JA1914|---------------------------------------------------------------------|
 JA1914
 JA1914                          SUPERSEDED SURVEY CONTROL
 JA1914
 JA1914  NAD 83(1986)-  38 31 19.39219(N)    086 40 04.02964(W) AD(       ) 3
 JA1914  NAD 27      -  38 31 19.20200(N)    086 40 04.05500(W) AD(       ) 3
 JA1914
 JA1914.Superseded values are not recommended for survey control.
 JA1914
 JA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1914.See file dsdata.pdf to determine how the superseded data were derived.
 JA1914
 JA1914_MARKER: DZ = AZIMUTH MARK DISK
 JA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1914_STAMPING: CAVE 1946
 JA1914_MARK LOGO: CGS
 JA1914_PROJECTION: FLUSH
 JA1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1914+STABILITY: SURFACE MOTION
 JA1914
 JA1914  HISTORY     - Date     Condition        Report By
 JA1914  HISTORY     - 1946     MONUMENTED       CGS
 JA1914
 JA1914                          STATION DESCRIPTION
 JA1914
 JA1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1914'THIS STATION IS 1.5 MILE NORTHEAST FROM HILLHAM, BY OF STATE HIGHWAY
 JA1914'56.  THE MARK IS 106
 JA1914'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 JA1914'NORTHEAST OF A WHITE WITNESS POST,
 JA1914'AND 3 FEET EAST OF THE EAST FENCE
 JA1914'OF A BIG INCH PUMPING PLANT.  THE MARK IS FLUSH WITH
 JA1914'THE GROUND AND
 JA1914'THE DISK IS STAMPED CAVE 1946.
 JA1914'
 JA1914'STATION CAVE IS THE AZIMUTH MARK FOR THIS STATION, AND IS ABOUT 0.6
 JA1914'MILE WEST-NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0425 ***********************************************************************
 LB0425  DESIGNATION -  CBM 100
 LB0425  PID         -  LB0425
 LB0425  STATE/COUNTY-  IN/HOWARD
 LB0425  COUNTRY     -  US
 LB0425  USGS QUAD   -  KOKOMO WEST (2019)
 LB0425
 LB0425                         *CURRENT SURVEY CONTROL
 LB0425  ______________________________________________________________________
 LB0425* NAD 83(1986) POSITION- 40 29 14.     (N) 086 08 00.     (W)   SCALED
 LB0425* NAVD 88 ORTHO HEIGHT -   247.602 (meters)      812.34  (feet) ADJUSTED
 LB0425  ______________________________________________________________________
 LB0425  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB0425  DYNAMIC HEIGHT  -        247.474 (meters)      811.92  (feet) COMP
 LB0425  MODELED GRAVITY -    980,101.7   (mgal)                       NAVD 88
 LB0425
 LB0425  VERT ORDER      -  SECOND    CLASS 0
 LB0425
 LB0425.The horizontal coordinates were scaled from a map and have
 LB0425.an estimated accuracy of +/- 6 seconds.
 LB0425
 LB0425.The orthometric height was determined by differential leveling and
 LB0425.adjusted by the NATIONAL GEODETIC SURVEY
 LB0425.in June 1991.
 LB0425
 LB0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0425.GEOID18 height accuracy estimate available here.
 LB0425
 LB0425.Click photographs - Photos may exist for this station.
 LB0425
 LB0425.The dynamic height is computed by dividing the NAVD 88
 LB0425.geopotential number by the normal gravity value computed on the
 LB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0425.degrees latitude (g = 980.6199 gals.).
 LB0425
 LB0425.The modeled gravity was interpolated from observed gravity values.
 LB0425
 LB0425;                    North         East    Units  Estimated Accuracy
 LB0425;SPC IN E     -   581,720.       60,440.      MT  (+/- 180 meters Scaled)
 LB0425
 LB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734821(NAD 83)
 LB0425
 LB0425                          SUPERSEDED SURVEY CONTROL
 LB0425
 LB0425  NGVD 29 (??/??/92)  247.725  (m)          812.74   (f) ADJ UNCH    2 0
 LB0425
 LB0425.Superseded values are not recommended for survey control.
 LB0425
 LB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0425.See file dsdata.pdf to determine how the superseded data were derived.
 LB0425
 LB0425_MARKER: Z = SEE DESCRIPTION
 LB0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0425_SP_SET: BUILDING
 LB0425_STAMPING: CBM ELE 100 1903
 LB0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0425+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 LB0425
 LB0425  HISTORY     - Date     Condition        Report By
 LB0425  HISTORY     - 1903     MONUMENTED       LOCENG
 LB0425  HISTORY     - 1946     GOOD             CGS
 LB0425  HISTORY     - 20050706 GOOD             BFSINC
 LB0425  HISTORY     - 20051222 GOOD             INDIV
 LB0425
 LB0425                          STATION DESCRIPTION
 LB0425
 LB0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0425'AT KOKOMO.
 LB0425'AT KOKOMO, HOWARD COUNTY, AT THE SOUTHEAST CORNER OF THE
 LB0425'INTERSECTION OF NORTH WASHINGTON STREET AND WEST WALNUT STREET,
 LB0425'ON WEST WALNUT STREET, AT THE CITY BUILDING, 5 YARDS WEST OF THE
 LB0425'NORTH ENTRANCE, IN THE TOP OF A SHELF CUT IN THE TOP OF THE FIRST
 LB0425'LAYER OF STONE AT THE NORTH SIDE OF THE BUILDING, AND 1 YARD
 LB0425'HIGHER THAN THE SIDEWALK.  A COPPER PLUG, MARKED CBM ELE 100
 LB0425'1903.
 LB0425
 LB0425                          STATION RECOVERY (2005)
 LB0425
 LB0425'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0425'RECOVERED IN GOOD CONDITION.
 LB0425
 LB0425                          STATION RECOVERY (2005)
 LB0425
 LB0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DAB)
 LB0425'NOT SUITABLE FOR GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2232 ***********************************************************************
 LB2232  DESIGNATION -  CEDAR
 LB2232  PID         -  LB2232
 LB2232  STATE/COUNTY-  IN/WARREN
 LB2232  COUNTRY     -  US
 LB2232  USGS QUAD   -  PINE VILLAGE (2019)
 LB2232
 LB2232                         *CURRENT SURVEY CONTROL
 LB2232  ______________________________________________________________________
 LB2232* NAD 83(1997) POSITION- 40 28 34.67783(N) 087 19 50.95175(W)   ADJUSTED
 LB2232* NAVD 88 ORTHO HEIGHT -   247.3   (meters)      811.    (feet) VERTCON3
 LB2232  ______________________________________________________________________
 LB2232  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 LB2232  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 LB2232  HORZ ORDER      -  FIRST
 LB2232
 LB2232.The horizontal coordinates were established by classical geodetic methods
 LB2232.and adjusted by the National Geodetic Survey in May 1999.
 LB2232
 LB2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2232
 LB2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2232.GEOID18 height accuracy estimate available here.
 LB2232
 LB2232.Click photographs - Photos may exist for this station.
 LB2232
 LB2232.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2232
 LB2232. The following values were computed from the NAD 83(1997) position.
 LB2232
 LB2232;                    North         East     Units Scale Factor Converg.
 LB2232;SPC IN W     -   580,433.205   879,014.423   MT  0.99997209   -0 09 38.3
 LB2232;SPC IN W     - 1,904,304.61  2,883,899.82   sFT  0.99997209   -0 09 38.3
 LB2232;UTM  16      - 4,480,676.525   471,958.464   MT  0.99960968   -0 12 53.1
 LB2232
 LB2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2232!SPC IN W     -   0.99996643  x   0.99997209  =   0.99993852
 LB2232!UTM  16      -   0.99996643  x   0.99960968  =   0.99957612
 LB2232
 LB2232:                Primary Azimuth Mark                     Grid Az
 LB2232:SPC IN W     -  CEDAR AZ MK                              149 24 21.3
 LB2232:UTM  16      -  CEDAR AZ MK                              149 27 36.1
 LB2232
 LB2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7195880676(NAD 83)
 LB2232
 LB2232|---------------------------------------------------------------------|
 LB2232| PID    Reference Object                     Distance      Geod. Az  |
 LB2232|                                                           dddmmss.s |
 LB2232| CM2855 CEDAR RM 1                           23.692 METERS 05156     |
 LB2232| CM2854 CEDAR AZ MK                                        1491443.0 |
 LB2232| CM2856 CEDAR RM 2                           27.858 METERS 16335     |
 LB2232|---------------------------------------------------------------------|
 LB2232
 LB2232                          SUPERSEDED SURVEY CONTROL
 LB2232
 LB2232  NAD 83(1986)-  40 28 34.68617(N)    087 19 50.96105(W) AD(       ) 1
 LB2232  NAD 27      -  40 28 34.55760(N)    087 19 50.91040(W) AD(       ) 1
 LB2232  NGVD 29 (07/19/86)  247.4    (m)          812.     (f) VERT ANG       
 LB2232
 LB2232.Superseded values are not recommended for survey control.
 LB2232
 LB2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2232.See file dsdata.pdf to determine how the superseded data were derived.
 LB2232
 LB2232_MARKER: DS = TRIANGULATION STATION DISK
 LB2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2232_STAMPING: CEDAR 1955
 LB2232_MARK LOGO: CGS
 LB2232_PROJECTION: FLUSH
 LB2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2232+STABILITY: SURFACE MOTION
 LB2232
 LB2232  HISTORY     - Date     Condition        Report By
 LB2232  HISTORY     - 1955     MONUMENTED       CGS
 LB2232  HISTORY     - 1969     GOOD             CGS
 LB2232  HISTORY     - 1970     GOOD             NGS
 LB2232
 LB2232                          STATION DESCRIPTION
 LB2232
 LB2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2232'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OXFORD AND 4 MILES
 LB2232'SOUTHEAST OF BOSWELL, ON COUNTY ROAD PROPERTY, NEAR THE
 LB2232'BENTON-WARREN COUNTY LINE, ON THE SOUTHEAST SLOPE OF A HILL WHICH
 LB2232'CAN BE IDENTIFIED BY A TWIN ROW OF LARGE CEDAR TREES WHICH RUN IN AN
 LB2232'EAST-WEST DIRECTION.  IT IS 56 FEET SOUTHEAST OF A FENCE
 LB2232'CORNER, 40 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 22
 LB2232'FEET EAST OF A FENCE AND 7 FEET SOUTHEAST OF A WHITE WITNESS POST.
 LB2232'THE MARK IS FLUSH AND THE DISK IS STAMPED CEDAR 1955.
 LB2232'
 LB2232'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 LB2232'ROAD, 25 FEET SOUTHWEST OF A POWER LINE POLE AND 9 FEET SOUTH OF A
 LB2232'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2232'CEDAR NO 1 1955.
 LB2232'
 LB2232'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF A TELEPHONE POLE, 18 FEET
 LB2232'EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.
 LB2232'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CEDAR NO 2
 LB2232'1955.
 LB2232'
 LB2232'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 LB2232'SOUTH OF A FENCE AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK
 LB2232'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CEDAR 1955.
 LB2232'
 LB2232'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2232'HIGHWAY 352 IN BOSWELL, GO SOUTH ON HIGHWAY 41 FOR 3.0 MILES TO A
 LB2232'GRAVEL CROSSROAD (BENTON-WARREN COUNTY LINE ROAD), TURN LEFT AND GO
 LB2232'EAST AND SOUTH ON GRAVEL ROAD FOR 2.15 MILES TO A T-ROAD
 LB2232'INTERSECTION, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.25 MILE TO
 LB2232'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.7
 LB2232'MILE TO A SIDE ROAD LEFT (*) TURN LEFT AND GO NORTH FOR 0.2 MILE
 LB2232'TO A CURVE AND THE STATION ON THE LEFT, NORTHWEST SIDE OF ROAD AS
 LB2232'DESCRIBED.
 LB2232'
 LB2232'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO EAST ON GRAVEL ROAD
 LB2232'FOR 0.1 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF ROAD AS
 LB2232'DESCRIBED.
 LB2232'
 LB2232'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LB2232
 LB2232                          STATION RECOVERY (1969)
 LB2232
 LB2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2232'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LB2232'ALL RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL
 LB2232'MARKS COMPARE FAVORABLY TO THOSE OF 1955.
 LB2232'
 LB2232'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 LB2232'
 LB2232'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OXFORD AND 4 MILES
 LB2232'SOUTHEAST OF BOSWELL, ON COUNTY ROAD PROPERTY AND NEAR THE
 LB2232'BENTON-WARREN COUNTY LINE.
 LB2232'
 LB2232'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 41 AND INDIANA STATE
 LB2232'HIGHWAY 352 IN BOSWELL, GO EAST ON STATE HIGHWAY 352 FOR 3.1 MILES
 LB2232'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A SURFACED ROAD FOR 3.3
 LB2232'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 LB2232'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, IN
 LB2232'THE NORTH RIGHT-OF-WAY FENCE LINE.  CONTINUE WEST ON THE
 LB2232'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LB2232'AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO WHERE THE
 LB2232'ROAD MAKES A SHARP TURN TO THE RIGHT AND THE STATION ON THE LEFT
 LB2232'AND ON THE SOUTHEAST SLOPE OF A SMALL HILL.
 LB2232'
 LB2232'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1955, SET IN THE
 LB2232'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LB2232'GROUND SURFACE.  IT IS 59 FEET SOUTHEAST OF A FENCE CORNER, 39 FEET
 LB2232'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 22.5 FEET
 LB2232'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 LB2232'
 LB2232'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1955, SET IN
 LB2232'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LB2232'THE GROUND SURFACE.  IT IS 25 FEET WEST-SOUTHWEST OF A POWER POLE
 LB2232'WITH TRANSFORMER, 23 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 LB2232'ROAD AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 LB2232'
 LB2232'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1955, SET IN
 LB2232'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LB2232'THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE CENTER OF THE ROAD,
 LB2232'0.5 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 2 FEET
 LB2232'LOWER THAN THE STATION MARK.
 LB2232'
 LB2232'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1955, SET IN THE
 LB2232'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 LB2232'IT IS 23 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET
 LB2232'WEST OF A 4X4 WOODEN WITNESS POST AND 1.4 FEET SOUTHEAST OF A METAL
 LB2232'WITNESS POST WITH A SIGN ATTACHED.
 LB2232'
 LB2232'HEIGHT OF LIGHT ABOVE STATION MARK 99.2 FEET.
 LB2232'
 LB2232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 LB2232'OF BOSWELL.
 LB2232
 LB2232                          STATION RECOVERY (1970)
 LB2232
 LB2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2232'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO SMALL TREES AND
 LB2232'FENCE ON LINE.
 LB2232'
 LB2232'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LB2232'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.M. JOHNSON
 LB2232'IN 1969.
 LB2232'
 LB2232'THE DISTANCE AND DIRECTIONS TO THE MARKS CHECKED AND THE ROUTE
 LB2232'TO THE STATION IS ADEQUATE.
 LB2232'
 LB2232'HEIGHT OF LIGHT ABOVE STATION MARK 99.5 FEET.
 LB2232'
 LB2232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LB2232'ABOUT 4 MILES SOUTHEAST OF BOSWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1528 ***********************************************************************
 MD1528  DESIGNATION -  CEDAR
 MD1528  PID         -  MD1528
 MD1528  STATE/COUNTY-  IN/DE KALB
 MD1528  COUNTRY     -  US
 MD1528  USGS QUAD   -  AUBURN (2019)
 MD1528
 MD1528                         *CURRENT SURVEY CONTROL
 MD1528  ______________________________________________________________________
 MD1528* NAD 83(1997) POSITION- 41 19 56.33225(N) 085 04 30.19344(W)   ADJUSTED
 MD1528* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 MD1528  ______________________________________________________________________
 MD1528  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 MD1528  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 MD1528  HORZ ORDER      -  THIRD
 MD1528
 MD1528.The horizontal coordinates were established by classical geodetic methods
 MD1528.and adjusted by the National Geodetic Survey in May 1999.
 MD1528
 MD1528.The orthometric height was scaled from a topographic map.
 MD1528
 MD1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1528.GEOID18 height accuracy estimate available here.
 MD1528
 MD1528.Click photographs - Photos may exist for this station.
 MD1528
 MD1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1528
 MD1528. The following values were computed from the NAD 83(1997) position.
 MD1528
 MD1528;                    North         East     Units Scale Factor Converg.
 MD1528;SPC IN E     -   675,631.719   149,523.087   MT  0.99999684   +0 23 26.6
 MD1528;SPC IN E     - 2,216,635.06    490,560.33   sFT  0.99999684   +0 23 26.6
 MD1528;UTM  16      - 4,577,435.570   661,079.018   MT  0.99991933   +1 16 17.6
 MD1528
 MD1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1528!SPC IN E     -   0.99996366  x   0.99999684  =   0.99996050
 MD1528!UTM  16      -   0.99996366  x   0.99991933  =   0.99988299
 MD1528
 MD1528:                Primary Azimuth Mark                     Grid Az
 MD1528:SPC IN E     -  CEDAR AZ MK                              210 44 20.7
 MD1528:UTM  16      -  CEDAR AZ MK                              209 51 29.7
 MD1528
 MD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6107977435(NAD 83)
 MD1528
 MD1528|---------------------------------------------------------------------|
 MD1528| PID    Reference Object                     Distance      Geod. Az  |
 MD1528|                                                           dddmmss.s |
 MD1528| MD1530 AUBURN MUNICIPAL TANK               APPROX. 3.7 KM 0124303.8 |
 MD1528| CC8396 CEDAR RM 1                           46.634 METERS 16240     |
 MD1528| CC8395 CEDAR AZ MK                                        2110747.3 |
 MD1528| CC8397 CEDAR RM 2                           26.865 METERS 25614     |
 MD1528|---------------------------------------------------------------------|
 MD1528
 MD1528                          SUPERSEDED SURVEY CONTROL
 MD1528
 MD1528  NAD 83(1995)-  41 19 56.33188(N)    085 04 30.19660(W) AD(       ) 3
 MD1528  NAD 83(1986)-  41 19 56.33357(N)    085 04 30.20697(W) AD(       ) 3
 MD1528  NAD 27      -  41 19 56.15330(N)    085 04 30.32040(W) AD(       ) 3
 MD1528
 MD1528.Superseded values are not recommended for survey control.
 MD1528
 MD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1528.See file dsdata.pdf to determine how the superseded data were derived.
 MD1528
 MD1528_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1528
 MD1528  HISTORY     - Date     Condition        Report By
 MD1528  HISTORY     - 1947     MONUMENTED       CGS
 MD1528  HISTORY     - 1963     GOOD             CGS
 MD1528  HISTORY     - 1983     GOOD             INDNR
 MD1528
 MD1528                          STATION DESCRIPTION
 MD1528
 MD1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1528'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF AUBURN ON THE WEST SIDE
 MD1528'OF STATE HIGHWAY 427.  IT
 MD1528'IS 92 FEET NORTH OF INTERSECTION OF STATE HIGHWAY 427 AND PAVED
 MD1528'T-ROAD WEST, 86 FEET NORTH OF THE CENTER
 MD1528'OF THE HIGHWAY, 18 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 17
 MD1528'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 MD1528'IS FLUSH AND THE DISK IS STAMPED CEDAR 1947.
 MD1528'
 MD1528'REFERENCE MARK NO. 1 IS 153.00 FEET SOUTH OF THE STATION.  IT IS 54
 MD1528'FEET SOUTH OF A POWER POLE
 MD1528'AND 49 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND
 MD1528'THE DISK IS STAMPED CEDAR NO 1 1947.
 MD1528'
 MD1528'REFERENCE MARK NO. 2 IS 88.15 FEET WEST OF THE STATION.  IT IS 25
 MD1528'FEET NORTH OF THE CENTER OF
 MD1528'A PAVED ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 MD1528'THE DISK IS STAMPED CEDAR NO 2 1947.
 MD1528'
 MD1528'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION.  IT IS 100 FEET
 MD1528'NORTH OF THE CENTER OF A
 MD1528'PAVED ROAD, 52 FEET WEST OF THE CENTER OF THE HIGHWAY AND 3 FEET
 MD1528'NORTH OF A WHITE WITNESS POST.  THE
 MD1528'MARK IS FLUSH AND THE DISK IS STAMPED CEDAR 1947.
 MD1528'
 MD1528'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND STATE
 MD1528'HIGHWAY 427 IN AUBURN,
 MD1528'GO SOUTH ON STATE HIGHWAY 427 FOR 2.6 MILES TO THE STATION ON THE
 MD1528'RIGHT AS DESCRIBED.  CONTINUE 0.3 MILE
 MD1528'TO THE AZIMUTH MARK ON THE RIGHT.
 MD1528'
 MD1528'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1528
 MD1528                          STATION RECOVERY (1963)
 MD1528
 MD1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1528'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1528'DESCRIBED.
 MD1528'
 MD1528'ABOUT 2.7 MILES S ALONG MAIN STREET AND NO. 427 INDIANA HWY. FROM THE
 MD1528'SW CORNER OF THE COURTHOUSE SQUARE
 MD1528'IN AUBURN TO ROAD T-INTERSECTION AND THE MARK ON RIGHT, 87 FEET NW OF
 MD1528'CENTER LINE OF HWY. 22-FOOT ASPHALT
 MD1528'PAVEMENT, ABOUT 40 YARDS N OF NE END OF LONG HWY. CURVE,
 MD1528'8 FEET NNW OF PROJECTED CENTER LINE OF 18-FOOT ASPHALT
 MD1528'NO. 11-A COUNTY ROAD FROM WSW, 6.9
 MD1528'FEET WSW OF PROJECTED PLANE OF WSW WALL OF STUCCO HOUSE ABOUT 40
 MD1528'YARDS N OF STATION, STANDARD DISKS STAMPED
 MD1528'CEDAR 1947 IN 1A AND 7A MARKS WITH THE TOP MARK FLUSH WITH THE
 MD1528'GROUND.
 MD1528'
 MD1528'REFERENCE STAMPED CEDAR NO 1 1947, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1528'153.00 FEET OR 46.634 METERS
 MD1528'SSE IN AZMUTH 342 DEG 40 MIN FROM STATION, 49 FEET SE OF CENTER LINE
 MD1528'OF HWY., 3 FEET LOWER THAN SAME, 37 FEET
 MD1528'SW OF POWER POLE, AND 1.6 FEET NE OF STEEL WITNESS POST.
 MD1528'
 MD1528'REFERENCE STAMPED CEDAR NO 2 1947 1963, A CONCRETE EXTENSION UP OF
 MD1528'OLD UNDISTURBED 11A MARK TO
 MD1528'MAKE IT AN 11B MARK FLUSH WITH GROUND, IS 88.15 FEET OR 26.868 METERS
 MD1528'WSW IN AZIMUTH 76 DEG 14 MIN FROM
 MD1528'STATION, 33 FEET N OF CENTER LINE OF 18-FOOT PAVEMENT, 24 FEET NNW OF
 MD1528'PROJECTED CENTER LINE OF ROAD FROM WSW, 6.5
 MD1528'FEET E OF CENTER LINE OF DRIVEWAY, 7 FEET W OF
 MD1528'PROPERTY LINE, AND 5.5 FEET SW OF CENTER OF A POWER POLE.
 MD1528'
 MD1528'AZIMUTH MARK STAMPED CEDAR 1947, NOTE 16A, PROJECTS 0.1 FOOT, IS 0.3
 MD1528'MILE SW IN AZIMUTH 31 DEG 07 MIN
 MD1528'47.6 SEC FROM STATION, 30 YARDS NNE OF NO. 23 COUNTY ROAD, 50-1/2
 MD1528'FEET WNW OF HWY. CENTER LINE, 2.8 FEET
 MD1528'HIGHER THAN SAME, 8-1/2 FEET NE OF POWER POLE, AND 1.7 FEET NNE
 MD1528'OF STEEL WITNESS POST.
 MD1528
 MD1528                          STATION RECOVERY (1983)
 MD1528
 MD1528'RECOVERY NOTE BY IN DEPT OF NAT RES 1983 (RWW)
 MD1528'CEDAR 1947 CEDAR NO 1 1947 CEDAR NO 2 1947 CEDAR 1947 (AZ. MK)
 MD1528'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1868 ***********************************************************************
 JA1868  DESIGNATION -  CELESTINE 2 RESET
 JA1868  PID         -  JA1868
 JA1868  STATE/COUNTY-  IN/DUBOIS
 JA1868  COUNTRY     -  US
 JA1868  USGS QUAD   -  DUBOIS (2019)
 JA1868
 JA1868                         *CURRENT SURVEY CONTROL
 JA1868  ______________________________________________________________________
 JA1868* NAD 83(1997) POSITION- 38 23 17.86849(N) 086 48 25.83427(W)   NO CHECK
 JA1868* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 JA1868  ______________________________________________________________________
 JA1868  GEOID HEIGHT    -        -32.655 (meters)                     GEOID18
 JA1868  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 JA1868  HORZ ORDER      -  THIRD
 JA1868
 JA1868.The horizontal coordinates were established by classical geodetic methods
 JA1868.and adjusted by the National Geodetic Survey in May 1999.
 JA1868
 JA1868.No horizontal observational check was made to the station.
 JA1868
 JA1868.The orthometric height was scaled from a topographic map.
 JA1868
 JA1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1868.GEOID18 height accuracy estimate available here.
 JA1868
 JA1868.Click photographs - Photos may exist for this station.
 JA1868
 JA1868.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1868
 JA1868. The following values were computed from the NAD 83(1997) position.
 JA1868
 JA1868;                    North         East     Units Scale Factor Converg.
 JA1868;SPC IN W     -   348,629.701   924,126.328   MT  0.99997383   +0 10 17.4
 JA1868;SPC IN W     - 1,143,795.94  3,031,904.46   sFT  0.99997383   +0 10 17.4
 JA1868;UTM  16      - 4,248,916.381   516,839.769   MT  0.99960349   +0 07 11.1
 JA1868
 JA1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1868!SPC IN W     -   0.99997125  x   0.99997383  =   0.99994508
 JA1868!UTM  16      -   0.99997125  x   0.99960349  =   0.99957475
 JA1868
 JA1868:                Primary Azimuth Mark                     Grid Az
 JA1868:SPC IN W     -  CELESTINE AZ MK                          066 10 59.2
 JA1868:UTM  16      -  CELESTINE AZ MK                          066 14 05.5
 JA1868
 JA1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1683948916(NAD 83)
 JA1868
 JA1868|---------------------------------------------------------------------|
 JA1868| PID    Reference Object                     Distance      Geod. Az  |
 JA1868|                                                           dddmmss.s |
 JA1868| CG8258 CELESTINE RM 2                       48.396 METERS 04645     |
 JA1868| CG8256 CELESTINE AZ MK                                    0662116.6 |
 JA1868| JA1865 CELESTINE                            21.749 METERS 06737     |
 JA1868| CG8259 CELESTINE 2 RM 3                     15.628 METERS 26739     |
 JA1868| CG8260 CELESTINE 2 RM 4                     23.232 METERS 31400     |
 JA1868| CG8257 CELESTINE RM 1                       20.743 METERS 33924     |
 JA1868|---------------------------------------------------------------------|
 JA1868
 JA1868                          SUPERSEDED SURVEY CONTROL
 JA1868
 JA1868  NAD 83(1993)-  38 23 17.87327(N)    086 48 25.83575(W) AD(       ) 3
 JA1868  NAD 83(1986)-  38 23 17.87541(N)    086 48 25.83737(W) AD(       ) 3
 JA1868  NAD 27      -  38 23 17.67900(N)    086 48 25.85100(W) AD(       ) 3
 JA1868
 JA1868.Superseded values are not recommended for survey control.
 JA1868
 JA1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1868.See file dsdata.pdf to determine how the superseded data were derived.
 JA1868
 JA1868_MARKER: DS = TRIANGULATION STATION DISK
 JA1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1868_STAMPING: CELESTINE 2 1962 1970
 JA1868_MARK LOGO: CGS
 JA1868_PROJECTION: RECESSED 15 CENTIMETERS
 JA1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1868+STABILITY: SURFACE MOTION
 JA1868
 JA1868  HISTORY     - Date     Condition        Report By
 JA1868  HISTORY     - 1970     MONUMENTED       NGS
 JA1868
 JA1868                          STATION DESCRIPTION
 JA1868
 JA1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JA1868'THE STATION IS LOCATED ABOUT 7 MILES EAST OF JASPER, 39 FEET SOUTH OF
 JA1868'THE CENTERLINE OF STATE HIGHWAY 164, 22 FEET SOUTHWEST OF A
 JA1868'TELEPHONE-POLE, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 JA1868'27 FEET NORTHEAST OF A 12 INCH HICKORY TREE AND IN A LAWN.  THE
 JA1868'MONUMENT PROJECTS ABOUT 16 INCHES AND THE DISK IS STAMPED CELESTINE 2
 JA1868'1962.
 JA1868'
 JA1868'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF CELESTINE, GO
 JA1868'WEST ON STATE HIGHWAY 164 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 JA1868'RIGHT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 0.3 MILE TO THE CREST OF
 JA1868'A HILL AND THE STATION ON THE LEFT.
 JA1868'
 JA1868'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER THE
 JA1868'SURFACE STATION MARK WAS PROJECTING IN THE FROM LAWN OF PROPERTY OWNED
 JA1868'BY MR GEORGE ZEHR AND UPON THEIR REQUEST THE MARK WAS LOWERED HOLDING
 JA1868'THE ORIGINAL POINT.
 JA1868'
 JA1868'THE STATION MARK IS ABOUT 6 INCHES UNDERGROUND AND BOTH THE SURFACE
 JA1868'AND UNDERGROUND DISK ARE STAMPED CELESTINE 2 1962 1970.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2011 ***********************************************************************
 KA2011  DESIGNATION -  CEMETERY RESET
 KA2011  PID         -  KA2011
 KA2011  STATE/COUNTY-  IN/PUTNAM
 KA2011  COUNTRY     -  US
 KA2011  USGS QUAD   -  CLOVERDALE (2019)
 KA2011
 KA2011                         *CURRENT SURVEY CONTROL
 KA2011  ______________________________________________________________________
 KA2011* NAD 83(1997) POSITION- 39 37 29.88624(N) 086 51 22.89946(W)   ADJUSTED
 KA2011* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 KA2011  ______________________________________________________________________
 KA2011  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 KA2011  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 KA2011  HORZ ORDER      -  SECOND
 KA2011
 KA2011.The horizontal coordinates were established by classical geodetic methods
 KA2011.and adjusted by the National Geodetic Survey in May 1999.
 KA2011
 KA2011.The orthometric height was scaled from a topographic map.
 KA2011
 KA2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2011.GEOID18 height accuracy estimate available here.
 KA2011
 KA2011.Click photographs - Photos may exist for this station.
 KA2011
 KA2011.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2011
 KA2011. The following values were computed from the NAD 83(1997) position.
 KA2011
 KA2011;                    North         East     Units Scale Factor Converg.
 KA2011;SPC IN W     -   485,903.496   919,487.022   MT  0.99997134   +0 08 41.1
 KA2011;SPC IN W     - 1,594,168.39  3,016,683.67   sFT  0.99997134   +0 08 41.1
 KA2011;UTM  16      - 4,386,143.584   512,327.800   MT  0.99960187   +0 05 29.8
 KA2011
 KA2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2011!SPC IN W     -   0.99996096  x   0.99997134  =   0.99993230
 KA2011!UTM  16      -   0.99996096  x   0.99960187  =   0.99956285
 KA2011
 KA2011:                Primary Azimuth Mark                     Grid Az
 KA2011:SPC IN W     -  CEMETERY AZ MK                           221 09 12.0
 KA2011:UTM  16      -  CEMETERY AZ MK                           221 12 23.3
 KA2011
 KA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1232786143(NAD 83)
 KA2011
 KA2011|---------------------------------------------------------------------|
 KA2011| PID    Reference Object                     Distance      Geod. Az  |
 KA2011|                                                           dddmmss.s |
 KA2011| KA2009 GREENCASTLE MAGNETIC STA            225.585 METERS 01027     |
 KA2011| CC8399 CEMETERY RM 1                        58.992 METERS 14502     |
 KA2011| KA2015 INDIANAPOLIS ST LOU AWY BCN 20      APPROX. 5.2 KM 1505808.8 |
 KA2011| CC8398 CEMETERY AZ MK                                     2211753.1 |
 KA2011| KA2007 GREENCASTLE PRESB CHURCH SPIRE      APPROX. 2.0 KM 3443037.9 |
 KA2011| KA2008 GREENCASTLE DEPAUW UNIV DOME        APPROX. 1.8 KM 3453111.2 |
 KA2011|---------------------------------------------------------------------|
 KA2011
 KA2011                          SUPERSEDED SURVEY CONTROL
 KA2011
 KA2011  NAD 83(1986)-  39 37 29.88585(N)    086 51 22.89280(W) AD(       ) 2
 KA2011  NAD 27      -  39 37 29.72000(N)    086 51 22.85000(W) AD(       ) 2
 KA2011
 KA2011.Superseded values are not recommended for survey control.
 KA2011
 KA2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2011.See file dsdata.pdf to determine how the superseded data were derived.
 KA2011
 KA2011_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2011_STAMPING: CEMETERY 1939 1984
 KA2011_MARK LOGO: NGS
 KA2011_PROJECTION: FLUSH
 KA2011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2011+STABILITY: SURFACE MOTION
 KA2011
 KA2011  HISTORY     - Date     Condition        Report By
 KA2011  HISTORY     - 1984     MONUMENTED       NGS
 KA2011
 KA2011                          STATION DESCRIPTION
 KA2011
 KA2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KA2011'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 2 WAS FOUND IN GOOD
 KA2011'CONDITION.  REFERENCE MARK 1, NOR THE AZIMUTH MARK, WAS FOUND.  A LOT
 KA2011'OF GRADING HAS BEEN DONE IN THE VICINITY OF WHERE THE AZIMUTH MARK WAS
 KA2011'AND A LOT OF HOUSES HAS BEEN BUILT IN THE AREA.  THERE WAS NO GOOD
 KA2011'LOCATION TO SET A NEW AZIMUTH MARK.  A REFERENCE MARK 3 WAS ESTABLISH
 KA2011'AND A NEW SURFACE MONUMENT WAS SET OVER THE UNDERGROUND MONUMENT.  THE
 KA2011'DISTANCE TO REFERENCE MARK 2 CHECKED THE OLD DATA.  A NEW DESCRIPTION
 KA2011'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.8 MILES (2.9 KM) BY ROAD
 KA2011'SOUTH OF THE COURTHOUSE IN GREENCASTLE, ON THE HIGHEST POINT OF HILL,
 KA2011'IN THE CENTER OF A PASTURE LOT, JUST SOUTH OF THE MUNICIPAL CEMETERY
 KA2011'WHO OWNS THE PROPERTY.  TO REACH THE STATION FROM THE COURTHOUSE IN
 KA2011'GREENCASTLE, GO EAST ON WASHINGTON STREET FOR 0.2 MILES (0.3 KM) TO A
 KA2011'CROSS STREET, SOUTH LOCUST STREET.  TURN RIGHT AND GO SOUTH ON SOUTH
 KA2011'LOCUST STREET FOR 0.7 MILE (1.1 KM) TO ITS JUNCTION WITH EAST BERRY
 KA2011'STREET.  TURN LEFT AND GO EAST ON EAST BERRY STREET FOR ABOUT 50 YARDS
 KA2011'TO ITS JUNCTION WITH PUTNAMVILLE STREET.  TURN RIGHT AND GO SOUTH
 KA2011'AGAIN ON PUTNAMVILLE STREET FOR 0.8 MILE (1.3 KM) PASSING THE CEMETERY
 KA2011'TO TOP OF HILL, JUST BEFORE REACHING A SHARP CURVE RIGHT AND A WATER
 KA2011'TANK LEFT, AND THE STATION ON LEFT IN THE MIDDLE OF PASTURE LOT AS
 KA2011'DESCRIBED.  THE STATION IS A STANDARD NGS DISK STAMPED,---CEMETERY
 KA2011'1939 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 KA2011'(25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED
 KA2011'53.950 METERS (177.001 FT) NORTH FROM THE CENTERLINE OF PUTNAMVILLE
 KA2011'STREET, 30.358 METERS (99.600 FT) SOUTH FROM THE SOUTH EDGE OF WOODS,
 KA2011'22.738 METERS (74.600 FT) WEST FROM A NORTH-SOUTH FENCE LINE AND 0.305
 KA2011'METERS (1.001 FT) NORTH FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A
 KA2011'STANDARD NGS DISK STAMPED,---CEMETERY NO 2 1939---, SET INTO THE TOP
 KA2011'OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 KA2011'PROJECTING, 3 INCHES, 6 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 KA2011'41.453 METERS (136.000 FT) WEST FROM A UTILITY POLE, 6.401 METERS
 KA2011'(21.001 FT) NORTH FROM THE CENTERLINE OF PUTNAMVILLE STREET AND 3.353
 KA2011'METERS (11.001 FT) WEST FROM THE EXTENDED LINE OF A DRIVEWAY ON SOUTH
 KA2011'SIDE OF ROAD, AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.
 KA2011'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---CEMETERY 1939 NO
 KA2011'3 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 KA2011'(25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED
 KA2011'53.645 METERS (176.000 FT) NORTH FROM THE CENTERLINE OF PUTNAMVILLE
 KA2011'STREET, 4.267 METERS (13.999 FT) WEST FROM THE NORTH-SOUTH FENCE AND
 KA2011'13.106 METERS (42.999 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF
 KA2011'FENCE, AND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1727 ***********************************************************************
 JA1727  DESIGNATION -  CENBAR
 JA1727  PID         -  JA1727
 JA1727  STATE/COUNTY-  IN/HARRISON
 JA1727  COUNTRY     -  US
 JA1727  USGS QUAD   -  CRANDALL (2019)
 JA1727
 JA1727                         *CURRENT SURVEY CONTROL
 JA1727  ______________________________________________________________________
 JA1727* NAD 83(1997) POSITION- 38 21 49.06890(N) 086 05 44.51781(W)   ADJUSTED
 JA1727* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 JA1727  ______________________________________________________________________
 JA1727  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 JA1727  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 JA1727  HORZ ORDER      -  THIRD
 JA1727
 JA1727.The horizontal coordinates were established by classical geodetic methods
 JA1727.and adjusted by the National Geodetic Survey in May 1999.
 JA1727
 JA1727.The orthometric height was scaled from a topographic map.
 JA1727
 JA1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1727.GEOID18 height accuracy estimate available here.
 JA1727
 JA1727.Click photographs - Photos may exist for this station.
 JA1727
 JA1727.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1727
 JA1727. The following values were computed from the NAD 83(1997) position.
 JA1727
 JA1727;                    North         East     Units Scale Factor Converg.
 JA1727;SPC IN E     -   345,942.739    62,505.000   MT  0.99998397   -0 15 58.6
 JA1727;SPC IN E     - 1,134,980.47    205,068.49   sFT  0.99998397   -0 15 58.6
 JA1727;UTM  16      - 4,246,548.765   579,002.299   MT  0.99967686   +0 33 40.6
 JA1727
 JA1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1727!SPC IN E     -   0.99996697  x   0.99998397  =   0.99995094
 JA1727!UTM  16      -   0.99996697  x   0.99967686  =   0.99964384
 JA1727
 JA1727:                Primary Azimuth Mark                     Grid Az
 JA1727:SPC IN E     -  CENBAR AZ MK                             195 09 42.6
 JA1727:UTM  16      -  CENBAR AZ MK                             194 20 03.4
 JA1727
 JA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7900246548(NAD 83)
 JA1727
 JA1727|---------------------------------------------------------------------|
 JA1727| PID    Reference Object                     Distance      Geod. Az  |
 JA1727|                                                           dddmmss.s |
 JA1727| CG8263 CENBAR RM 3                          16.502 METERS 08304     |
 JA1727| JA1726 CENBAR 2                             17.526 METERS 11433     |
 JA1727| CG8262 CENBAR RM 1                          25.266 METERS 15710     |
 JA1727| CG8261 CENBAR AZ MK                                       1945344.0 |
 JA1727| JA1728 TT 40 D                              27.733 METERS 24548     |
 JA1727|---------------------------------------------------------------------|
 JA1727
 JA1727                          SUPERSEDED SURVEY CONTROL
 JA1727
 JA1727  NAD 83(1993)-  38 21 49.07047(N)    086 05 44.51975(W) AD(       ) 3
 JA1727  NAD 83(1986)-  38 21 49.07355(N)    086 05 44.52368(W) AD(       ) 3
 JA1727  NAD 27      -  38 21 48.84400(N)    086 05 44.62000(W) AD(       ) 3
 JA1727
 JA1727.Superseded values are not recommended for survey control.
 JA1727
 JA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1727.See file dsdata.pdf to determine how the superseded data were derived.
 JA1727
 JA1727_MARKER: DS = TRIANGULATION STATION DISK
 JA1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1727_STAMPING: CENBAR 1946
 JA1727_MARK LOGO: CGS
 JA1727_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1727+STABILITY: SURFACE MOTION
 JA1727
 JA1727  HISTORY     - Date     Condition        Report By
 JA1727  HISTORY     - 1946     MONUMENTED       CGS
 JA1727  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JA1727
 JA1727                          STATION DESCRIPTION
 JA1727
 JA1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1727'THIS STATION IS LOCATED BESIDE STATE HIGHWAY 135, IN THE NORTHEAST
 JA1727'PART OF CENTRAL BARREN AT THE METHODIST CHURCH.  THIS IS ABOUT 3
 JA1727'MI SOUTHEAST OF PALMYRA AND 3 MILES NORTH OF SALISBURY. THE MARK IS
 JA1727'48.5 FEET NORTH OF THE NORTHEAST CHURCH CORNER, 32 FEET NORTHWEST
 JA1727'OF A WIRE FENCE AND 6 FEET NORTH-NORTHWEST OF A WITNESS POST. THE
 JA1727'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CENBAR 1946.
 JA1727'
 JA1727'REFERENCE MARK NO. 1 IS 82.90 FEET SOUTHEAST OF THE STATION, 54 FEET
 JA1727'EAST-SOUTHEAST OF THE SOUTHEAST CHURCH CORNER AND 1 FOOT WEST
 JA1727'OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1727'CENBAR NO 1 1946.
 JA1727'
 JA1727'TT 40 D 1937 USGS MARK WAS USED AS THE SECOND REFERENCE AND IS 90.99
 JA1727'FEET WEST OF THE STATION, 9 FEET EAST OF THE NORTHWEST CORNER
 JA1727'OF THE CHURCH AND 4 FEET NORTHEAST OF THE NORTH EDGE OF THE BUILDING.
 JA1727'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TT
 JA1727'40 D 1937.
 JA1727'
 JA1727'THE AZIMUTH IS 0.4 MILE SOUTHWEST OF THE STATION, 34 FEET NORTHWEST
 JA1727'OF THE HIGHWAY AND 8 FEET NORTH OF A WITNESS POST. THE MARK
 JA1727'PROJECTS 6 INCHES AND THE DISK IS STAMPED CENBAR 1946.
 JA1727'
 JA1727'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1727
 JA1727                          STATION RECOVERY (1973)
 JA1727
 JA1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JA1727'THE STATION MARK WAS FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS
 JA1727'NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY ROAD WORK.
 JA1727'NEITHER OF THE REFERENCE MARKS WERE FOUND AND ASSUMED TO HAVE BEEN
 JA1727'DESTROYED BY GRADING OF SITE. THE STATION MARK IS IN THE WAY
 JA1727'OF A NEW ADDITION TO THE CHURCH AND WAS DESTROYED AFTER A NEW STATION
 JA1727'WAS ESTABLISHED.
 JA1727'
 JA1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CENTRAL BARREN.
 JA1727'
 JA1727'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1726 ***********************************************************************
 JA1726  DESIGNATION -  CENBAR 2
 JA1726  PID         -  JA1726
 JA1726  STATE/COUNTY-  IN/HARRISON
 JA1726  COUNTRY     -  US
 JA1726  USGS QUAD   -  CRANDALL (2019)
 JA1726
 JA1726                         *CURRENT SURVEY CONTROL
 JA1726  ______________________________________________________________________
 JA1726* NAD 83(1997) POSITION- 38 21 48.83279(N) 086 05 43.86112(W)   NO CHECK
 JA1726* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 JA1726  ______________________________________________________________________
 JA1726  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 JA1726  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 JA1726  HORZ ORDER      -  THIRD
 JA1726
 JA1726.The horizontal coordinates were established by classical geodetic methods
 JA1726.and adjusted by the National Geodetic Survey in May 1999.
 JA1726
 JA1726.No horizontal observational check was made to the station.
 JA1726
 JA1726.The orthometric height was scaled from a topographic map.
 JA1726
 JA1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1726.GEOID18 height accuracy estimate available here.
 JA1726
 JA1726.Click photographs - Photos may exist for this station.
 JA1726
 JA1726.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1726
 JA1726. The following values were computed from the NAD 83(1997) position.
 JA1726
 JA1726;                    North         East     Units Scale Factor Converg.
 JA1726;SPC IN E     -   345,935.385    62,520.908   MT  0.99998396   -0 15 58.2
 JA1726;SPC IN E     - 1,134,956.34    205,120.68   sFT  0.99998396   -0 15 58.2
 JA1726;UTM  16      - 4,246,541.643   579,018.307   MT  0.99967689   +0 33 41.0
 JA1726
 JA1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1726!SPC IN E     -   0.99996697  x   0.99998396  =   0.99995093
 JA1726!UTM  16      -   0.99996697  x   0.99967689  =   0.99964387
 JA1726
 JA1726:                Primary Azimuth Mark                     Grid Az
 JA1726:SPC IN E     -  CENBAR 2 RM 5                            202 27 43.7
 JA1726:UTM  16      -  CENBAR 2 RM 5                            201 38 04.5
 JA1726
 JA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7901846541(NAD 83)
 JA1726
 JA1726|---------------------------------------------------------------------|
 JA1726| PID    Reference Object                     Distance      Geod. Az  |
 JA1726|                                                           dddmmss.s |
 JA1726| CG8263 CENBAR RM 3                           9.288 METERS 00241     |
 JA1726| CG8264 CENBAR RM 4                          21.595 METERS 09235     |
 JA1726| CG8265 CENBAR 2 RM 5                                      2021145.5 |
 JA1726| JA1727 CENBAR                               17.526 METERS 29433     |
 JA1726|---------------------------------------------------------------------|
 JA1726
 JA1726                          SUPERSEDED SURVEY CONTROL
 JA1726
 JA1726  NAD 83(1993)-  38 21 48.83436(N)    086 05 43.86306(W) AD(       ) 3
 JA1726  NAD 83(1986)-  38 21 48.83744(N)    086 05 43.86699(W) AD(       ) 3
 JA1726  NAD 27      -  38 21 48.60790(N)    086 05 43.96333(W) AD(       ) 3
 JA1726
 JA1726.Superseded values are not recommended for survey control.
 JA1726
 JA1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1726.See file dsdata.pdf to determine how the superseded data were derived.
 JA1726
 JA1726_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1726_STAMPING: CENBAR 2 1973
 JA1726_MARK LOGO: NGS
 JA1726_PROJECTION: FLUSH
 JA1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1726+STABILITY: SURFACE MOTION
 JA1726
 JA1726  HISTORY     - Date     Condition        Report By
 JA1726  HISTORY     - 1973     MONUMENTED       NGS
 JA1726
 JA1726                          STATION DESCRIPTION
 JA1726
 JA1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JA1726'THE STATION IS LOCATED AT CENTRAL BARREN, ON THE GROUNDS OF THE
 JA1726'CENTRAL BARREN UNITED METHODIST CHURCH, 6 FEET NORTHEAST OF A POWER
 JA1726'POLE AND LIGHT POLE, 29 FEET SOUTH OF THE SOUTH END OF A SIDEWALK,
 JA1726'36 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 56 FEET
 JA1726'SOUTHEAST OF THE SOUTHEAST CORNER OF PRESENT CHURCH WHICH IS TO
 JA1726'BE EXTENDED SOUTH 39 FEET AND 64 FEET SOUTHEAST OF THE SOUTHEAST
 JA1726'CORNER OF A METAL RAILING LEADING TO CHURCH BASEMENT.  THE MONUMENT
 JA1726'IS FLUSH AND THE DISK IS STAMPED CENBAR 2 1973.
 JA1726'
 JA1726'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CENBAR 2 NO 3 1973, SET
 JA1726'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE SIDEWALK ALONG THE
 JA1726'EAST SIDE OF THE CHURCH, 35 FEET SOUTHEAST OF THE METAL RAILING, 1
 JA1726'FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 1 FOOT NORTHEAST
 JA1726'OF THE SOUTHEAST CORNER OF THE SIDEWALK.
 JA1726'
 JA1726'REFERENCE MARK 4 IS 77 FEET EAST OF THE POWER AND LIGHT POLE, 4 FEET
 JA1726'SOUTHWEST OF THE SOUTH END OF A LARGE GAS TANK AND 35 FEET EAST OF
 JA1726'THE CENTERLINE OF THE GRAVEL DRIVEWAY.  THE MONUMENT PROJECTS 2
 JA1726'INCHES AND THE DISK IS STAMPED CENBAR 2 NO 4 1973.
 JA1726'
 JA1726'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CENBAR 2 NO 5 1973, SET
 JA1726'IN A DRILL HOLE IN THE TOP AND WEST END OF A CONCRETE HEADWALL OF A
 JA1726'12 INCH CULVERT, 23 FEET NORTH OF THE CENTERLINE OF THE NORTH 1 OF
 JA1726'2 DRIVEWAYS, 37 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 135,
 JA1726'36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND OFFICE
 JA1726'OF WENNINGS COUNTRY PRIDE MEATS AND 0.3 MILE SOUTHERLY ALONG
 JA1726'HIGHWAY 135 FROM THE CHURCH AND STATION.
 JA1726'
 JA1726'NOTE--A POLARIS OBSERVATION WAS TAKEN ON REFERENCE MARK 5.
 JA1726'
 JA1726'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2383 ***********************************************************************
 LB2383  DESIGNATION -  CENTENNIAL
 LB2383  PID         -  LB2383
 LB2383  STATE/COUNTY-  IN/MIAMI
 LB2383  COUNTRY     -  US
 LB2383  USGS QUAD   -  GALVESTON (2019)
 LB2383
 LB2383                         *CURRENT SURVEY CONTROL
 LB2383  ______________________________________________________________________
 LB2383* NAD 83(1997) POSITION- 40 35 05.96519(N) 086 07 39.57253(W)   ADJUSTED
 LB2383* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LB2383  ______________________________________________________________________
 LB2383  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB2383  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2383  HORZ ORDER      -  THIRD
 LB2383
 LB2383.The horizontal coordinates were established by classical geodetic methods
 LB2383.and adjusted by the National Geodetic Survey in May 1999.
 LB2383
 LB2383.The orthometric height was scaled from a topographic map.
 LB2383
 LB2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2383.GEOID18 height accuracy estimate available here.
 LB2383
 LB2383.Click photographs - Photos may exist for this station.
 LB2383
 LB2383.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2383
 LB2383. The following values were computed from the NAD 83(1997) position.
 LB2383
 LB2383;                    North         East     Units Scale Factor Converg.
 LB2383;SPC IN E     -   592,575.092    60,973.302   MT  0.99998541   -0 17 59.7
 LB2383;SPC IN E     - 1,944,140.11    200,043.24   sFT  0.99998541   -0 17 59.7
 LB2383;UTM  16      - 4,493,054.348   573,823.894   MT  0.99966708   +0 34 03.2
 LB2383
 LB2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2383!SPC IN E     -   0.99996651  x   0.99998541  =   0.99995192
 LB2383!UTM  16      -   0.99996651  x   0.99966708  =   0.99963360
 LB2383
 LB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7382393054(NAD 83)
 LB2383
 LB2383|---------------------------------------------------------------------|
 LB2383| PID    Reference Object                     Distance      Geod. Az  |
 LB2383|                                                           dddmmss.s |
 LB2383| LB0291 V 190                                23.298 METERS 02817     |
 LB2383| CC8401 CENTENNIAL RM 1                      24.280 METERS 24614     |
 LB2383| LB2382 CENTENNIAL 2                         45.581 METERS 26215     |
 LB2383| LB2384 CENTENNIAL AZ MK                    371.736 METERS 26442     |
 LB2383|---------------------------------------------------------------------|
 LB2383
 LB2383                          SUPERSEDED SURVEY CONTROL
 LB2383
 LB2383  NAD 83(1986)-  40 35 05.96957(N)    086 07 39.58471(W) AD(       ) 3
 LB2383  NAD 27      -  40 35 05.82630(N)    086 07 39.60400(W) AD(       ) 3
 LB2383
 LB2383.Superseded values are not recommended for survey control.
 LB2383
 LB2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2383.See file dsdata.pdf to determine how the superseded data were derived.
 LB2383
 LB2383_MARKER: DS = TRIANGULATION STATION DISK
 LB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2383_STAMPING: CENTENNIAL 1948
 LB2383_MARK LOGO: CGS
 LB2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2383+STABILITY: SURFACE MOTION
 LB2383
 LB2383  HISTORY     - Date     Condition        Report By
 LB2383  HISTORY     - 1948     MONUMENTED       CGS
 LB2383  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2383
 LB2383                          STATION DESCRIPTION
 LB2383
 LB2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2383'THE STATION IS LOCATED 11 MILES SOUTH OF PERU, 7 MILES NORTH OF
 LB2383'KOKOMO AND 3 MILES EAST OF GALVESTON IN THE NORTHWEST ANGLE OF THE
 LB2383'INTERSECTION, OF STATE HIGHWAY 18 AND U. S. HIGHWAY 31.  IT
 LB2383'IS 110 FEET NORTHWEST OF THE INTERSECTION, 93 FEET WEST OF THE
 LB2383'CENTER OF HIGHWAY 31, 55 FEET NORTH OF THE CENTER OF HIGHWAY 18
 LB2383'AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES
 LB2383'AND THE DISK IS STAMPED CENTENNIAL 1948.
 LB2383'
 LB2383'REFERENCE MARK NO. 1 IS 79.66 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2383'26 FEET NORTH OF THE CENTER OF HIGHWAY 18 AND 14 FEET SOUTH OF A
 LB2383'POWER LINE POLE.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE
 LB2383'WEST EDGE OF A CONCRETE CULVERT AND IS STAMPED CENTENNIAL NO 1 1948.
 LB2383'
 LB2383'V 190 (USC AND GS) BM IS 76.44 FEET NORTHEAST OF THE STATION AND WAS
 LB2383'USED AS A REFERENCE MARK.  IT IS 57 FEET WEST OF THE CENTER OF
 LB2383'HIGHWAY 31, 31 FEET SOUTHWEST OF A POWER LINE POLE AND 16 FEET
 LB2383'SOUTHEAST OF A FENCE LINE.  THE MARK IS A 8 X 8 INCH CONCRETE POST
 LB2383'PROJECTING 6 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK
 LB2383'STAMPED V 190 1946.
 LB2383'
 LB2383'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 40 FEET
 LB2383'SOUTH OF THE CENTER OF HIGHWAY 18, 2 FEET EAST OF A WHITE WITNESS
 LB2383'POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES
 LB2383'AND THE DISK IS STAMPED CENTENNIAL 1948.
 LB2383'
 LB2383'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 LB2383'18 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2383'
 LB2383'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2383
 LB2383                          STATION RECOVERY (1968)
 LB2383
 LB2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2383'THE STATION MARK AND REFERENCE MARK 1 ALONG WITH THE AZIMUTH MARK
 LB2383'WERE FOUND IN GOOD CONDITION.  V 190 (USC AND GS) BM WAS FOUND
 LB2383'UPROOTED BY ROAD EQUIPMENT.  THE DISTANCE AND DIRECTION TO REFERENCE
 LB2383'MARK 1 CHECKED.  AT THE REQUEST OF HIGHWAY OFFICIALS THE
 LB2383'STATION MARK AND REFERENCE MARK 1 WERE DESTROYED TO CLEAR THE
 LB2383'AREA FOR ROAD IMPROVEMENT.  THE AZIMUTH MARK WAS LEFT
 LB2383'INTACT AND USED AS THE AZIMUTH MARK FOR THE NEW TRIANGULATION STATION
 LB2383'CENTENNIAL 2 1968 WHICH WAS SET NEAR BY.
 LB2383'
 LB2383'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2383'
 LB2383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 LB2383'KOKOMO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2382 ***********************************************************************
 LB2382  DESIGNATION -  CENTENNIAL 2
 LB2382  PID         -  LB2382
 LB2382  STATE/COUNTY-  IN/MIAMI
 LB2382  COUNTRY     -  US
 LB2382  USGS QUAD   -  GALVESTON (2019)
 LB2382
 LB2382                         *CURRENT SURVEY CONTROL
 LB2382  ______________________________________________________________________
 LB2382* NAD 83(1997) POSITION- 40 35 05.76600(N) 086 07 41.49308(W)   NO CHECK
 LB2382* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LB2382  ______________________________________________________________________
 LB2382  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB2382  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2382  HORZ ORDER      -  THIRD
 LB2382
 LB2382.The horizontal coordinates were established by classical geodetic methods
 LB2382.and adjusted by the National Geodetic Survey in May 1999.
 LB2382
 LB2382.No horizontal observational check was made to the station.
 LB2382
 LB2382.The orthometric height was scaled from a topographic map.
 LB2382
 LB2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2382.GEOID18 height accuracy estimate available here.
 LB2382
 LB2382.Click photographs - Photos may exist for this station.
 LB2382
 LB2382.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2382
 LB2382. The following values were computed from the NAD 83(1997) position.
 LB2382
 LB2382;                    North         East     Units Scale Factor Converg.
 LB2382;SPC IN E     -   592,569.185    60,928.105   MT  0.99998545   -0 18 00.9
 LB2382;SPC IN E     - 1,944,120.73    199,894.96   sFT  0.99998545   -0 18 00.9
 LB2382;UTM  16      - 4,493,047.759   573,778.807   MT  0.99966700   +0 34 01.9
 LB2382
 LB2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2382!SPC IN E     -   0.99996651  x   0.99998545  =   0.99995196
 LB2382!UTM  16      -   0.99996651  x   0.99966700  =   0.99963352
 LB2382
 LB2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7377893047(NAD 83)
 LB2382
 LB2382|---------------------------------------------------------------------|
 LB2382| PID    Reference Object                     Distance      Geod. Az  |
 LB2382|                                                           dddmmss.s |
 LB2382| CC8404 CENTENNIAL 2 RM 5                     8.011 METERS 04328     |
 LB2382| LB2383 CENTENNIAL                           45.581 METERS 08215     |
 LB2382| CC8402 CENTENNIAL 2 RM 3                     5.944 METERS 08527     |
 LB2382| LB2384 CENTENNIAL AZ MK                    326.202 METERS 26502     |
 LB2382| CC8403 CENTENNIAL 2 RM 4                     9.790 METERS 27105     |
 LB2382|---------------------------------------------------------------------|
 LB2382
 LB2382                          SUPERSEDED SURVEY CONTROL
 LB2382
 LB2382  NAD 83(1986)-  40 35 05.77039(N)    086 07 41.50524(W) AD(       ) 3
 LB2382  NAD 27      -  40 35 05.62714(N)    086 07 41.52449(W) AD(       ) 3
 LB2382
 LB2382.Superseded values are not recommended for survey control.
 LB2382
 LB2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2382.See file dsdata.pdf to determine how the superseded data were derived.
 LB2382
 LB2382_MARKER: DS = TRIANGULATION STATION DISK
 LB2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2382_STAMPING: CENTENNIAL 2 1968
 LB2382_MARK LOGO: CGS
 LB2382_PROJECTION: FLUSH
 LB2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2382+STABILITY: SURFACE MOTION
 LB2382
 LB2382  HISTORY     - Date     Condition        Report By
 LB2382  HISTORY     - 1968     MONUMENTED       CGS
 LB2382  HISTORY     - 1970     GOOD             NGS
 LB2382  HISTORY     - 1989     GOOD             USPSQD
 LB2382
 LB2382                          STATION DESCRIPTION
 LB2382
 LB2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2382'STATION IS LOCATED ABOUT 7 MILES NORTH OF KOKOMO IN THE NORTHWEST
 LB2382'ANGLE OF AN INTERSECTION FORMED BY U. S. HIGHWAY 31 AND STATE
 LB2382'HIGHWAY 18, 214 FEET WEST OF THE CENTERLINE OF HIGHWAY 31, 39 FEET
 LB2382'NORTH OF THE CENTERLINE OF HIGHWAY 18, 1 FOOT SOUTHWEST OF A METAL
 LB2382'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH
 LB2382'AND THE DISK IS STAMPED CENTENNIAL 2 1968.
 LB2382'
 LB2382'REFERENCE MARK 3 IS 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY 18, 1
 LB2382'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 LB2382'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTENNIAL 2 NO 3
 LB2382'1968.
 LB2382'
 LB2382'REFERENCE MARK 4 IS 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY 18,
 LB2382'1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 LB2382'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTENNIAL 2
 LB2382'NO 4 1968.
 LB2382'
 LB2382'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 18,
 LB2382'1 FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LB2382'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CENTENNIAL
 LB2382'1948.
 LB2382'
 LB2382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 18 FOR
 LB2382'0.25 MILE TO THE MARK ON THE LEFT.
 LB2382'
 LB2382'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2382
 LB2382                          STATION RECOVERY (1970)
 LB2382
 LB2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2382'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND
 LB2382'IN GOOD CONDITION AND AS DESCRIBED.  REFERENCE MARK 3 WAS FOUND
 LB2382'DESTROYED BY GRADING AND REFERENCE MARK 5 WAS SET.  THE 1968
 LB2382'DESCRIPTION IS GOOD WITH THE BELOW INFORMATION ON REFERENCE MARK
 LB2382'5.  THE AZIMUTH MARK WAS OBSTRUCTED BY CONSTRUCTION EQUIPMENT AT
 LB2382'THIS TIME AND COULD NOT BE TAKEN.
 LB2382'
 LB2382'REFERENCE MARK 5 IS 58 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LB2382'18, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF
 LB2382'A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2382'CENTENNIAL 2 1968 NO 5 1970.
 LB2382'
 LB2382'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2382'
 LB2382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 LB2382'NORTH OF KOKOMO.
 LB2382
 LB2382                          STATION RECOVERY (1989)
 LB2382
 LB2382'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2057 ***********************************************************************
 LA2057  DESIGNATION -  CENTER
 LA2057  PID         -  LA2057
 LA2057  STATE/COUNTY-  IN/JAY
 LA2057  COUNTRY     -  US
 LA2057  USGS QUAD   -  BLAINE (2019)
 LA2057
 LA2057                         *CURRENT SURVEY CONTROL
 LA2057  ______________________________________________________________________
 LA2057* NAD 83(1997) POSITION- 40 26 43.73064(N) 085 03 52.73011(W)   ADJUSTED
 LA2057* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LA2057  ______________________________________________________________________
 LA2057  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 LA2057  LAPLACE CORR    -          2.70  (seconds)                    DEFLEC18
 LA2057  HORZ ORDER      -  THIRD
 LA2057
 LA2057.The horizontal coordinates were established by classical geodetic methods
 LA2057.and adjusted by the National Geodetic Survey in May 1999.
 LA2057
 LA2057.The orthometric height was scaled from a topographic map.
 LA2057
 LA2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2057.GEOID18 height accuracy estimate available here.
 LA2057
 LA2057.Click photographs - Photos may exist for this station.
 LA2057
 LA2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2057
 LA2057. The following values were computed from the NAD 83(1997) position.
 LA2057
 LA2057;                    North         East     Units Scale Factor Converg.
 LA2057;SPC IN E     -   577,155.749   151,071.577   MT  0.99999876   +0 23 26.0
 LA2057;SPC IN E     - 1,893,551.82    495,640.67   sFT  0.99999876   +0 23 26.0
 LA2057;UTM  16      - 4,479,001.749   664,127.590   MT  0.99993160   +1 15 20.8
 LA2057
 LA2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2057!SPC IN E     -   0.99996264  x   0.99999876  =   0.99996140
 LA2057!UTM  16      -   0.99996264  x   0.99993160  =   0.99989425
 LA2057
 LA2057:                Primary Azimuth Mark                     Grid Az
 LA2057:SPC IN E     -  CENTER AZ MK                             069 21 57.8
 LA2057:UTM  16      -  CENTER AZ MK                             068 30 03.0
 LA2057
 LA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6412779001(NAD 83)
 LA2057
 LA2057|---------------------------------------------------------------------|
 LA2057| PID    Reference Object                     Distance      Geod. Az  |
 LA2057|                                                           dddmmss.s |
 LA2057| CC8412 CENTER AZ MK                                       0694523.8 |
 LA2057| CC8413 CENTER RM 1                          20.550 METERS 16641     |
 LA2057| CC8414 CENTER RM 2                          24.393 METERS 24404     |
 LA2057|---------------------------------------------------------------------|
 LA2057
 LA2057                          SUPERSEDED SURVEY CONTROL
 LA2057
 LA2057  NAD 83(1995)-  40 26 43.73102(N)    085 03 52.73408(W) AD(       ) 3
 LA2057  NAD 83(1986)-  40 26 43.73272(N)    085 03 52.74373(W) AD(       ) 3
 LA2057  NAD 27      -  40 26 43.56840(N)    085 03 52.85190(W) AD(       ) 3
 LA2057
 LA2057.Superseded values are not recommended for survey control.
 LA2057
 LA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2057.See file dsdata.pdf to determine how the superseded data were derived.
 LA2057
 LA2057_MARKER: DS = TRIANGULATION STATION DISK
 LA2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2057_STAMPING: CENTER 1955
 LA2057_MARK LOGO: CGS
 LA2057_PROJECTION: FLUSH
 LA2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2057+STABILITY: SURFACE MOTION
 LA2057
 LA2057  HISTORY     - Date     Condition        Report By
 LA2057  HISTORY     - 1955     MONUMENTED       CGS
 LA2057
 LA2057                          STATION DESCRIPTION
 LA2057
 LA2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2057'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF PENNVILLE, 5 MILES
 LA2057'WEST OF PORTLAND, 86 FEET NORTH OF THE CENTER OF STATE HIGHWAY 26, 22
 LA2057'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 19 FEET SOUTH OF THE
 LA2057'SOUTH WALL OF THE BARN, 13 FEET WEST OF A WIRE FENCE, AND ON LAND
 LA2057'OWNED BY MR. R.A. JUILLERAT.
 LA2057'
 LA2057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 26
 LA2057'ABOUT 3 MILES SOUTH OF PENNVILLE, GO EAST ON STATE HIGHWAY 26 FOR 4.3
 LA2057'MILES TO THE FARM HOME OF MR. JUILLERAT ON THE LEFT AND THE STATION.
 LA2057'
 LA2057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 LA2057'26 FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTH) AND GO
 LA2057'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 LA2057'
 LA2057'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2057'IS STAMPED CENTER 1955.
 LA2057'
 LA2057'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1 FOOT
 LA2057'NORTHWEST OF A WHITE 4 BY 4 INCH WITNESS POST, AND 1 FOOT
 LA2057'WEST-NORTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND,
 LA2057'AND THE DISK IS STAMPED CENTER NO 1 1955.
 LA2057'
 LA2057'REFERENCE MARK 2 IS 54 FEET NORTH OF THE CENTER OF THE HIGHWAY, 49
 LA2057'FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN, AND 15 FEET EAST OF
 LA2057'THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 LA2057'DISK IS STAMPED CENTER NO 2 1955.
 LA2057'
 LA2057'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 4
 LA2057'FEET SOUTHWEST OF A FENCE CORNER, AND 2 FEET NORTHWEST OF A WHITE 4 BY
 LA2057'4 INCH WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 LA2057'STAMPED CENTER 1955.
 LA2057'
 LA2057'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2621 ***********************************************************************
 LB2621  DESIGNATION -  CENTER
 LB2621  PID         -  LB2621
 LB2621  STATE/COUNTY-  IN/CASS
 LB2621  COUNTRY     -  US
 LB2621  USGS QUAD   -  BURNETTSVILLE (2019)
 LB2621
 LB2621                         *CURRENT SURVEY CONTROL
 LB2621  ______________________________________________________________________
 LB2621* NAD 83(1997) POSITION- 40 51 59.15972(N) 086 30 01.37354(W)   ADJUSTED
 LB2621* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 LB2621  ______________________________________________________________________
 LB2621  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 LB2621  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 LB2621  HORZ ORDER      -  SECOND
 LB2621
 LB2621.The horizontal coordinates were established by classical geodetic methods
 LB2621.and adjusted by the National Geodetic Survey in May 1999.
 LB2621
 LB2621.The orthometric height was scaled from a topographic map.
 LB2621
 LB2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2621.GEOID18 height accuracy estimate available here.
 LB2621
 LB2621.Click photographs - Photos may exist for this station.
 LB2621
 LB2621.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2621
 LB2621. The following values were computed from the NAD 83(1997) position.
 LB2621
 LB2621;                    North         East     Units Scale Factor Converg.
 LB2621;SPC IN E     -   624,060.345    29,715.815   MT  1.00002744   -0 32 43.9
 LB2621;SPC IN E     - 2,047,437.98     97,492.64   sFT  1.00002744   -0 32 43.9
 LB2621;SPC IN W     -   623,889.336   949,144.120   MT  0.99999638   +0 22 53.2
 LB2621;SPC IN W     - 2,046,876.93  3,113,983.67   sFT  0.99999638   +0 22 53.2
 LB2621;UTM  16      - 4,524,050.170   542,103.464   MT  0.99962182   +0 19 36.9
 LB2621
 LB2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2621!SPC IN E     -   0.99997035  x   1.00002744  =   0.99999778
 LB2621!SPC IN W     -   0.99997035  x   0.99999638  =   0.99996673
 LB2621!UTM  16      -   0.99997035  x   0.99962182  =   0.99959218
 LB2621
 LB2621:                Primary Azimuth Mark                     Grid Az
 LB2621:SPC IN E     -  HOPE                                     338 31 39.8
 LB2621:SPC IN W     -  HOPE                                     337 36 02.7
 LB2621:UTM  16      -  HOPE                                     337 39 19.0
 LB2621
 LB2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4210324050(NAD 83)
 LB2621
 LB2621|---------------------------------------------------------------------|
 LB2621| PID    Reference Object                     Distance      Geod. Az  |
 LB2621|                                                           dddmmss.s |
 LB2621| CC8409 CENTER RM 1                          23.606 METERS 01656     |
 LB2621| CC8411 CENTER RM 3                           9.703 METERS 13205     |
 LB2621| LB2437 ROYAL CENTER MUNICIPAL TANK         240.759 METERS 14250     |
 LB2621| CC8410 CENTER RM 2                          29.903 METERS 28050     |
 LB2621| CC8408 CENTER AZ MK                                       3205328.1 |
 LB2621| LB2617 HOPE                                APPROX. 5.8 KM 3375855.9 |
 LB2621|---------------------------------------------------------------------|
 LB2621
 LB2621                          SUPERSEDED SURVEY CONTROL
 LB2621
 LB2621  NAD 83(1986)-  40 51 59.16577(N)    086 30 01.38318(W) AD(       ) 2
 LB2621  NAD 27      -  40 51 59.01480(N)    086 30 01.36550(W) AD(       ) 2
 LB2621
 LB2621.Superseded values are not recommended for survey control.
 LB2621
 LB2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2621.See file dsdata.pdf to determine how the superseded data were derived.
 LB2621
 LB2621_MARKER: DS = TRIANGULATION STATION DISK
 LB2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2621_STAMPING: CENTER 1948
 LB2621_MARK LOGO: CGS
 LB2621_PROJECTION: FLUSH
 LB2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2621+STABILITY: SURFACE MOTION
 LB2621
 LB2621  HISTORY     - Date     Condition        Report By
 LB2621  HISTORY     - 1948     MONUMENTED       CGS
 LB2621  HISTORY     - 1977     GOOD             LOCENG
 LB2621  HISTORY     - 1977     GOOD             NGS
 LB2621  HISTORY     - 1989     GOOD             USPSQD
 LB2621
 LB2621                          STATION DESCRIPTION
 LB2621
 LB2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2621'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LOGANSPORT IN THE
 LB2621'VILLAGE OF ROYAL CENTER ON THE GROUNDS OF THE ROYAL CENTER PUBLIC
 LB2621'SCHOOL.  IT IS 184 FEET EAST OF THE NORTHEAST CORNER OF SCHOOL AND
 LB2621'115 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 16.  THE MARK IS
 LB2621'FLUSH AND THE DISK IS STAMPED CENTER 1948.
 LB2621'
 LB2621'REFERENCE MARK NO. 1 IS 77.49 FEET NORTHEAST OF THE STATION.  IT IS
 LB2621'35 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 16 AND 2 FEET
 LB2621'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2621'IS STAMPED CENTER NO 1 1948.
 LB2621'
 LB2621'REFERENCE MARK NO. 2 IS 98.11 FEET WEST OF THE STATION.  IT IS 112
 LB2621'FEET NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL.  THE MARK IS FLUSH
 LB2621'AND THE DISK IS STAMPED CENTER NO 2 1948.
 LB2621'
 LB2621'AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION.  IT IS 58 FEET
 LB2621'SOUTHWEST OF A CONCRETE ABUTMENT, 36 FEET WEST OF THE CENTER OF
 LB2621'U. S. HIGHWAY NO. 35 AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 LB2621'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CENTER 1948.
 LB2621'
 LB2621'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 LB2621'NO. 16 FOR 0.1 MILE TO THE INTERSECTION OF U. S. HIGHWAY NO. 35,
 LB2621'TURN RIGHT ON U. S. HIGHWAY NO. 35 AND GO NORTH FOR 0.55 MILE TO THE
 LB2621'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2621'
 LB2621'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2621
 LB2621                          STATION RECOVERY (1977)
 LB2621
 LB2621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RB)
 LB2621'CENTER 1948 AND CENTER 1948 (AZ MK) RECOVERED IN GOOD CONDITION.  LINE
 LB2621'OF SIGHT OBSTRUCTED BY HOUSES-USED RC WATER TANK FOR AZIMUTH.
 LB2621'CENTER NO 1 1948 AND CENTER NO 2 1948 NOT FOUND-SEARCH NOT
 LB2621'THOROUGH BECAUSE THEY FALL IN YARDS.
 LB2621'
 LB2621'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROYAL CENTER.
 LB2621
 LB2621                          STATION RECOVERY (1977)
 LB2621
 LB2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LB2621'NO MEASUREMENT RM 1 TO RM 3 BUILDING ON LINE.
 LB2621'
 LB2621'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN
 LB2621'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS NOT FOUND AND IS
 LB2621'EITHER COVERED WITH MATERIAL FROM AN OLD SCHOOL BUILDING BEING TORN
 LB2621'DOWN OR DESTROYED.  THE AZIMUTH MARK IS NOT VISIBLE AND THE
 LB2621'MUNICIPAL WATER TANK WAS NOT VISIBLE TO SET A NEW AZIMUTH MARK FROM.
 LB2621'REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.04 FOOT.  REFERENCE
 LB2621'MARK 3 WAS SET AND ESTABLISHED AT THIS TIME.  DUE TO THE DESTRUCTION
 LB2621'OF THE SCHOOL BUILDING MENTIONED IN 1948 A NEW DESCRIPTION
 LB2621'FOLLOWS--
 LB2621'
 LB2621'THE STATION IS LOCATED AT THE NORTH EDGE OF ROYAL CENTER, IN THE
 LB2621'LAWN OF THE JAY CEES.  IT IS 115 FEET SOUTH OF THE CENTERLINE OF
 LB2621'STATE HIGHWAY 16, 37 FEET EAST OF THE CENTERLINE OF A GRAVELED
 LB2621'ALLEYWAY, 27.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE JAY
 LB2621'CEES BUILDING, 27.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LB2621'BUILDING AND IN THE LAWN OF THE BUILDING BELONGING TO THE JAY CEES.
 LB2621'THE MONUMENT IS FLUSH AND THE DISK STAMPED CENTER 1948.
 LB2621'
 LB2621'REFERENCE MARK 1 IS 59 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LB2621'BUILDING, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 7 FEET
 LB2621'WEST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND
 LB2621'THE DISK IS STAMPED CENTER NO 1 1948.
 LB2621'
 LB2621'REFERENCE MARK 3 IS LOCATED AT THE SOUTHWEST CORNER OF THE BLOCK JAY
 LB2621'CEES BUILDING AND 4.6 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LB2621'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK STAMPED CENTER 1948
 LB2621'NO 3 1977.
 LB2621'
 LB2621'THE AZIMUTH MARK IS 58 FEET SOUTH OF A CONCRETE ABUTMENT, 35 FEET
 LB2621'WEST OF THE CENTERLINE OF U. S. HIGHWAY 35 AND 1 FOOT NORTH OF A
 LB2621'METAL WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 LB2621'STAMPED CENTER 1948.
 LB2621'
 LB2621'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 35 AND
 LB2621'STATE HIGHWAY 16 AT THE NORTH EDGE OF ROYAL CENTER, GO EAST ON
 LB2621'HIGHWAY 16 FOR 0.1 MILE TO A WHITE BLOCK BUILDING AND STATION AS
 LB2621'DESCRIBED.
 LB2621'
 LB2621'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION MENTIONED ABOVE, GO
 LB2621'NORTH ON HIGHWAY 35 FOR 0.55 MILE TO THE MARK ON THE LEFT AS
 LB2621'DESCRIBED.
 LB2621'
 LB2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTH EDGE OF
 LB2621'ROYAL CENTER.
 LB2621'
 LB2621'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2621
 LB2621                          STATION RECOVERY (1989)
 LB2621
 LB2621'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1538 ***********************************************************************
 MD1538  DESIGNATION -  CENTER
 MD1538  PID         -  MD1538
 MD1538  STATE/COUNTY-  IN/DE KALB
 MD1538  COUNTRY     -  US
 MD1538  USGS QUAD   -  GARRETT (2019)
 MD1538
 MD1538                         *CURRENT SURVEY CONTROL
 MD1538  ______________________________________________________________________
 MD1538* NAD 83(1997) POSITION- 41 18 32.29859(N) 085 08 12.54349(W)   ADJUSTED
 MD1538* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 MD1538  ______________________________________________________________________
 MD1538  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 MD1538  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 MD1538  HORZ ORDER      -  THIRD
 MD1538
 MD1538.The horizontal coordinates were established by classical geodetic methods
 MD1538.and adjusted by the National Geodetic Survey in May 1999.
 MD1538
 MD1538.The orthometric height was scaled from a topographic map.
 MD1538
 MD1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1538.GEOID18 height accuracy estimate available here.
 MD1538
 MD1538.Click photographs - Photos may exist for this station.
 MD1538
 MD1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1538
 MD1538. The following values were computed from the NAD 83(1997) position.
 MD1538
 MD1538;                    North         East     Units Scale Factor Converg.
 MD1538;SPC IN E     -   673,005.932   144,368.726   MT  0.99999088   +0 20 59.2
 MD1538;SPC IN E     - 2,208,020.30    473,649.73   sFT  0.99999088   +0 20 59.2
 MD1538;UTM  16      - 4,574,731.104   655,966.054   MT  0.99989938   +1 13 48.6
 MD1538
 MD1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1538!SPC IN E     -   0.99996396  x   0.99999088  =   0.99995484
 MD1538!UTM  16      -   0.99996396  x   0.99989938  =   0.99986334
 MD1538
 MD1538:                Primary Azimuth Mark                     Grid Az
 MD1538:SPC IN E     -  CENTER AZ MK                             172 09 07.1
 MD1538:UTM  16      -  CENTER AZ MK                             171 16 17.7
 MD1538
 MD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5596674731(NAD 83)
 MD1538
 MD1538|---------------------------------------------------------------------|
 MD1538| PID    Reference Object                     Distance      Geod. Az  |
 MD1538|                                                           dddmmss.s |
 MD1538| MD1539 GARRETT MUNICIPAL PWRHSE STACK      APPROX. 4.8 KM 0041307.4 |
 MD1538| MD1531 AUBURN BORG WARNER MFG TANK         APPROX. 8.7 KM 0513714.4 |
 MD1538| CC8406 CENTER RM 1                          29.855 METERS 12751     |
 MD1538| CC8405 CENTER AZ MK                                       1723006.3 |
 MD1538| CC8407 CENTER RM 2                          19.994 METERS 24140     |
 MD1538|---------------------------------------------------------------------|
 MD1538
 MD1538                          SUPERSEDED SURVEY CONTROL
 MD1538
 MD1538  NAD 83(1995)-  41 18 32.29867(N)    085 08 12.54765(W) AD(       ) 3
 MD1538  NAD 83(1986)-  41 18 32.29977(N)    085 08 12.55649(W) AD(       ) 3
 MD1538  NAD 27      -  41 18 32.12070(N)    085 08 12.66440(W) AD(       ) 3
 MD1538
 MD1538.Superseded values are not recommended for survey control.
 MD1538
 MD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1538.See file dsdata.pdf to determine how the superseded data were derived.
 MD1538
 MD1538_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1538
 MD1538  HISTORY     - Date     Condition        Report By
 MD1538  HISTORY     - 1946     MONUMENTED       CGS
 MD1538  HISTORY     - 1963     GOOD             CGS
 MD1538
 MD1538                          STATION DESCRIPTION
 MD1538
 MD1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1538'STATION IS LOCATED IN THE VILLAGE OF BUTLER CENTER.  IT IS 44 FEET
 MD1538'NORTH OF THE NORTHEAST CORNER OF THE METHODIST CHURCH, 57 FEET
 MD1538'NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 47 FEET WEST OF THE
 MD1538'CENTERLINE OF A GRAVEL ROAD AND 17 FEET SOUTH OF A FENCELINE.  THE
 MD1538'MARK IS FLUSH AND THE DISK IS STAMPED CENTER 1946.
 MD1538'
 MD1538'REFERENCE MARK NO 1 IS 97.95 FEET SOUTHEAST OF THE STATION.  IT IS 12
 MD1538'FEET NORTH OF A POWER LINE POLE, 26 FEET EAST OF THE CENTERLINE OF A
 MD1538'GRAVEL ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD1538'DISK IS STAMPED CENTER NO 1 1946.
 MD1538'
 MD1538'REFERENCE MARK NO 2 IS 65.60 FEET SOUTHWEST OF STATION.  IT IS 40 FEET
 MD1538'WEST OF THE NORTHWEST CORNER OF THE CHURCH AND IN THE EAST SIDE OF A
 MD1538'NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1538'CENTER NO 2 1946.
 MD1538'
 MD1538'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION.  IT IS 29 FEET
 MD1538'EAST OF THE CENTERLINE OF U.S. HIGHWAY 27, 2 FEET NORTH OF A TELEPHONE
 MD1538'POLE, 1 FOOT WEST OF A FENCELINE AND 4 FEET NORTH OF THE WHITE WITNESS
 MD1538'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CENTER 1946.
 MD1538'
 MD1538'TO REACH STATION FROM THE CITY HALL IN GARRETT GO SOUTH ON U.S.
 MD1538'HIGHWAY 27 FOR 2.75 MILES TO A T-ROAD INTERSECTION IN THE VILLAGE OF
 MD1538'BUTLER CENTER TURN RIGHT ON GRAVEL ROAD AND GO 0.05 MILE TO A GRAVEL
 MD1538'CROSSROAD TURN RIGHT AND GO 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 MD1538'
 MD1538'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL ROAD FOR 0.2
 MD1538'MILE TO U.S.  HIGHWAY 27, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 27
 MD1538'FOR 0.3 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1538
 MD1538                          STATION RECOVERY (1963)
 MD1538
 MD1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1538'RECOVERED ALL MARKS IN GOOD CINDITION ESSENTIALLY AS ORIGINALLY
 MD1538'DESCRIBED.
 MD1538'
 MD1538'ABOUT 3.1 MILES S ALONG THE MAIN ST. AND NO. 27 U.S. HWY. FROM THE
 MD1538'CROSSING OF BALTIMORE AND OHIO RAILROAD IN GARRETT, THENCE 0.05 MILE W
 MD1538'ON NO. 60 COUNTY ROAD, THENCE 0.05 MILE N ON NO. 11 COUNTY ROAD TO
 MD1538'STATION IN CHURCHYARD ON LEFT, 43.3 FEET N OF NE CORNER AND 56.8 FEET
 MD1538'NE OF NW CORNER OF THE MAIN BODY OF THE BRICK BUILDING OF BUTLER
 MD1538'CENTER METHODIST CHURCH, 50 FEET W OF CENTER LINE OF GRAVEL ROAD, 0.5
 MD1538'FOOT HIGHER THAN SAME, 3.3 FEET W OF PROJECTED PLANE OF E WALL OF
 MD1538'CHURCH, STANDARD DISKS STAMPED CENTER 1946 IN 1A AND 7A MARKS WITH THE
 MD1538'TOP MARK FLUSH WITH THE GROUND.
 MD1538'
 MD1538'REFERENCE STAMPED CENTER NO. 1 1946, NOTE 11A, IS 97.89 FEET OR 29.837
 MD1538'METERS SE ON AZIMUTH 307 DEG 51 MIN FROM STATION, 73 FEET E OF E WALL
 MD1538'OF THE BRICK CHURCH, 19 FEET S OF PROJECTED PLANE OF N WALL OF MAIN
 MD1538'BODY (NOT THE BAY-WINDOW ROOM) OF CHURCH, 27 FEET E OF C/L OF ROAD,
 MD1538'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1538'
 MD1538'REFERENCE STAMPED CENTER NO. 2 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1538'98.57 FEET OR 30.044 METERS WSW IN AZIMUTH 61 DEG 40 MIN FROM STATION,
 MD1538'51.4 FEET W OF NW CORNER OF MAIN BODY OF CHURCH, 2.5 FEET S OF
 MD1538'PROJECTED PLANE OF N WALL OF SAME.
 MD1538'
 MD1538'AZIMUTH MARK STAMPED CENTER 1946, NOTE 16A, IS ABOUT 0.5 MILE S IN
 MD1538'AZIMUTH 352 DEG 30 MIN 07.7 SEC FROM STATION, AT VIRTUAL S END OF LONG
 MD1538'HWY. CURVE, ON CREST OF SLIGHT RIDGE, 46 FEET S OF C/L OF DRIVEWAY, 24
 MD1538'FEET E OF C/L OF 24-FOOT ASPHALT HWY. PAVEMENT, 3.6 FEET HIGHER THAN
 MD1538'SAME, 1.8 FEET S OF STEEL WITNESS POST, AND PROJECTS 0.4 FOOT ABOVE
 MD1538'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0715 ***********************************************************************
 HA0715  DESIGNATION -  CENTERLINE 47
 HA0715  PID         -  HA0715
 HA0715  STATE/COUNTY-  IN/WARRICK
 HA0715  COUNTRY     -  US
 HA0715  USGS QUAD   -  NEWBURGH (2019)
 HA0715
 HA0715                         *CURRENT SURVEY CONTROL
 HA0715  ______________________________________________________________________
 HA0715* NAD 83(1986) POSITION- 37 56 32.     (N) 087 23 58.     (W)   SCALED
 HA0715* NAVD 88 ORTHO HEIGHT -   115.071 (meters)      377.53  (feet) ADJUSTED
 HA0715  ______________________________________________________________________
 HA0715  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 HA0715  DYNAMIC HEIGHT  -        114.992 (meters)      377.27  (feet) COMP
 HA0715  MODELED GRAVITY -    979,942.1   (mgal)                       NAVD 88
 HA0715
 HA0715  VERT ORDER      -  FIRST     CLASS II
 HA0715
 HA0715.The horizontal coordinates were scaled from a map and have
 HA0715.an estimated accuracy of +/- 6 seconds.
 HA0715
 HA0715.The orthometric height was determined by differential leveling and
 HA0715.adjusted by the NATIONAL GEODETIC SURVEY
 HA0715.in June 1991.
 HA0715
 HA0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0715.GEOID18 height accuracy estimate available here.
 HA0715
 HA0715.Click photographs - Photos may exist for this station.
 HA0715
 HA0715.The dynamic height is computed by dividing the NAVD 88
 HA0715.geopotential number by the normal gravity value computed on the
 HA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0715.degrees latitude (g = 980.6199 gals.).
 HA0715
 HA0715.The modeled gravity was interpolated from observed gravity values.
 HA0715
 HA0715;                    North         East    Units  Estimated Accuracy
 HA0715;SPC IN W     -   299,130.      872,210.      MT  (+/- 180 meters Scaled)
 HA0715
 HA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG649994(NAD 83)
 HA0715
 HA0715                          SUPERSEDED SURVEY CONTROL
 HA0715
 HA0715  NGVD 29 (??/??/92)  115.160  (m)          377.82   (f) ADJ UNCH    1 2
 HA0715
 HA0715.Superseded values are not recommended for survey control.
 HA0715
 HA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0715.See file dsdata.pdf to determine how the superseded data were derived.
 HA0715
 HA0715_MARKER: P = PIPE CAP
 HA0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0715_MARK LOGO: USACE
 HA0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0715
 HA0715  HISTORY     - Date     Condition        Report By
 HA0715  HISTORY     - UNK      MONUMENTED       USACE
 HA0715  HISTORY     - 1965     GOOD             CGS
 HA0715  HISTORY     - 20080930 MARK NOT FOUND   GEOCAC
 HA0715
 HA0715                          STATION DESCRIPTION
 HA0715
 HA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0715'AT NEWBURGH.
 HA0715'AT NEWBURGH, IN SECTION 3, T 7 S, R 9 W, 18.8 FEET NORTH OF THE
 HA0715'NORTH FACE OF THE POWERHOUSE AT LOCK AND DAM NUMBER 47, 49 FEET
 HA0715'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 662, 44.4 FEET EAST OF
 HA0715'BENCH MARK H 326 1965, 33 FEET WEST OF A LIGHT POLE, A CAP ON THE
 HA0715'TOP OF A 2-INCH IRON PIPE WHICH IS SET IN A 5-INCH ROUND HOLE IN
 HA0715'THE CONCRETE CURBING AT THE NORTH EDGE OF A CONCRETE PATIO IN
 HA0715'FRONT OF THE POWERHOUSE, AND ABOUT LEVEL WITH THE HIGHWAY.
 HA0715
 HA0715                          STATION RECOVERY (2008)
 HA0715
 HA0715'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA0715'A RAMP TO PROVIDE ACCESS TO THE NORTH DOOR HAS BEEN CONSTRUCTED AT THE
 HA0715'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3286 ***********************************************************************
 JZ3286  DESIGNATION -  CENTERVILLE MUNICIPAL TANK
 JZ3286  PID         -  JZ3286
 JZ3286  STATE/COUNTY-  IN/WAYNE
 JZ3286  COUNTRY     -  US
 JZ3286  USGS QUAD   -  RICHMOND (2019)
 JZ3286
 JZ3286                         *CURRENT SURVEY CONTROL
 JZ3286  ______________________________________________________________________
 JZ3286* NAD 83(1997) POSITION- 39 49 05.16839(N) 084 59 40.51021(W)   ADJUSTED
 JZ3286  ______________________________________________________________________
 JZ3286  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 JZ3286  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 JZ3286  HORZ ORDER      -  THIRD
 JZ3286
 JZ3286.The horizontal coordinates were established by classical geodetic methods
 JZ3286.and adjusted by the National Geodetic Survey in May 1999.
 JZ3286
 JZ3286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3286.GEOID18 height accuracy estimate available here.
 JZ3286
 JZ3286.Click photographs - Photos may exist for this station.
 JZ3286
 JZ3286.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3286
 JZ3286. The following values were computed from the NAD 83(1997) position.
 JZ3286
 JZ3286;                    North         East     Units Scale Factor Converg.
 JZ3286;SPC IN E     -   507,537.801   157,541.861   MT  1.00000741   +0 25 49.4
 JZ3286;SPC IN E     - 1,665,146.94    516,868.59   sFT  1.00000741   +0 25 49.4
 JZ3286;UTM  16      - 4,409,492.605   671,641.250   MT  0.99996271   +1 17 04.1
 JZ3286
 JZ3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7164109492(NAD 83)
 JZ3286
 JZ3286                          SUPERSEDED SURVEY CONTROL
 JZ3286
 JZ3286  NAD 83(1995)-  39 49 05.17267(N)    084 59 40.51161(W) AD(       ) 3
 JZ3286  NAD 83(1986)-  39 49 05.17597(N)    084 59 40.52374(W) AD(       ) 3
 JZ3286  NAD 27      -  39 49 05.02000(N)    084 59 40.65000(W) AD(       ) 3
 JZ3286
 JZ3286.Superseded values are not recommended for survey control.
 JZ3286
 JZ3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3286.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3286
 JZ3286_MARKER: 53 = ELEVATED TANK
 JZ3286
 JZ3286  HISTORY     - Date     Condition        Report By
 JZ3286  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3286
 JZ3286                          STATION DESCRIPTION
 JZ3286
 JZ3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3286'THIS STATION IS A TALL WATER TANK IN THE TOWN OF CENTERVILLE,
 JZ3286'INDIANA. IT IS LOCATED AT THE E EDGE OF TOWN IN THE REAR OF
 JZ3286'THE CENTERVILLE FIRE STATION. IT IS 30 FEET E OF THE CENTERLINE OF
 JZ3286'FIRST STREET AND 100 FEET N OF THE CENTER LINE OF MAIN STREET.
 JZ3286'THE TANK IS FAIRLY PROMINENT.
 JZ3286'
 JZ3286'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH. THE VERTICAL
 JZ3286'SECTION IS ABOUT 25 FEET HIGH, PAINTED SILVER, AND HAS THE WORDS
 JZ3286'CENTERVILLE, INDIANA PAINTED IN BLACK ON THE E AND W SIDES. THE
 JZ3286'CONICAL ROOF HAS A SILVER BALL AT ITS APEX. THE TOTAL HEIGHT IS
 JZ3286'ABOUT 115 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1750 ***********************************************************************
 JA1750  DESIGNATION -  CENTRAL
 JA1750  PID         -  JA1750
 JA1750  STATE/COUNTY-  IN/HARRISON
 JA1750  COUNTRY     -  US
 JA1750  USGS QUAD   -  MAUCKPORT (2019)
 JA1750
 JA1750                         *CURRENT SURVEY CONTROL
 JA1750  ______________________________________________________________________
 JA1750* NAD 83(1997) POSITION- 38 05 47.30800(N) 086 09 31.48423(W)   ADJUSTED
 JA1750* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 JA1750  ______________________________________________________________________
 JA1750  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 JA1750  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 JA1750  HORZ ORDER      -  SECOND
 JA1750
 JA1750.The horizontal coordinates were established by classical geodetic methods
 JA1750.and adjusted by the National Geodetic Survey in May 1999.
 JA1750
 JA1750.The orthometric height was scaled from a topographic map.
 JA1750
 JA1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1750.GEOID18 height accuracy estimate available here.
 JA1750
 JA1750.Click photographs - Photos may exist for this station.
 JA1750
 JA1750.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1750
 JA1750. The following values were computed from the NAD 83(1997) position.
 JA1750
 JA1750;                    North         East     Units Scale Factor Converg.
 JA1750;SPC IN E     -   316,316.440    56,837.488   MT  0.99998960   -0 18 13.0
 JA1750;SPC IN E     - 1,037,781.52    186,474.33   sFT  0.99998960   -0 18 13.0
 JA1750;UTM  16      - 4,216,853.275   573,763.661   MT  0.99966701   +0 31 08.6
 JA1750
 JA1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1750!SPC IN E     -   0.99997021  x   0.99998960  =   0.99995981
 JA1750!UTM  16      -   0.99997021  x   0.99966701  =   0.99963723
 JA1750
 JA1750:                Primary Azimuth Mark                     Grid Az
 JA1750:SPC IN E     -  CENTRAL AZ MK                            006 33 40.2
 JA1750:UTM  16      -  CENTRAL AZ MK                            005 44 18.6
 JA1750
 JA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7376316853(NAD 83)
 JA1750
 JA1750|---------------------------------------------------------------------|
 JA1750| PID    Reference Object                     Distance      Geod. Az  |
 JA1750|                                                           dddmmss.s |
 JA1750| CG8271 CENTRAL AZ MK                                      0061527.2 |
 JA1750| CG8273 CENTRAL AZ MK 3                                    06341     |
 JA1750| CG8272 CENTRAL AZ MK 2                                    06404     |
 JA1750| JA1742 DOGWOOD ST MICHAELS CATH CH         APPROX. 7.4 KM 0882715.0 |
 JA1750| CG8277 CENTRAL RM 4                         20.068 METERS 15107     |
 JA1750| CG8276 CENTRAL RM 3                         23.195 METERS 15731     |
 JA1750| CG8275 CENTRAL RM 2                         19.779 METERS 17621     |
 JA1750| CG8274 CENTRAL RM 1                         17.069 METERS 28448     |
 JA1750|---------------------------------------------------------------------|
 JA1750
 JA1750                          SUPERSEDED SURVEY CONTROL
 JA1750
 JA1750  NAD 83(1993)-  38 05 47.30821(N)    086 09 31.48472(W) AD(       ) 2
 JA1750  NAD 83(1986)-  38 05 47.31354(N)    086 09 31.49000(W) AD(       ) 2
 JA1750  NAD 27      -  38 05 47.05700(N)    086 09 31.60900(W) AD(       ) 2
 JA1750
 JA1750.Superseded values are not recommended for survey control.
 JA1750
 JA1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1750.See file dsdata.pdf to determine how the superseded data were derived.
 JA1750
 JA1750_MARKER: DS = TRIANGULATION STATION DISK
 JA1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1750_STAMPING: CENTRAL 1947
 JA1750_MARK LOGO: CGS
 JA1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1750+STABILITY: SURFACE MOTION
 JA1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1750+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2016
 JA1750
 JA1750  HISTORY     - Date     Condition        Report By
 JA1750  HISTORY     - 1947     MONUMENTED       CGS
 JA1750  HISTORY     - 1968     GOOD             CGS
 JA1750  HISTORY     - 1975     GOOD             NGS
 JA1750  HISTORY     - 20160506 GOOD             GEOCAC
 JA1750
 JA1750                          STATION DESCRIPTION
 JA1750
 JA1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1750'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF CENTRAL, ABOUT 8
 JA1750'MILES SOUTH-SOUTHWEST OF CORYDON. IT IS 57.2 FEET NORTH OF THE
 JA1750'NORTHEAST CORNER OF THE UNITED BRETHREN CHURCH, AND 10.8 FEET SOUTH
 JA1750'OF THE BETHEL CEMETERY FENCE LINE.  THE MARK PROJECTS 2 INCHES,
 JA1750'AND THE DISK IS STAMPED CENTRAL 1947.
 JA1750'
 JA1750'REFERENCE MARK NO. 1 IS 56.00 FEET WEST OF THE STATION, 21 FEET EAST
 JA1750'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 JA1750'OF THE CEMETERY FENCE CORNER. THE MARK PROJECTS 4 INCHES, AND THE
 JA1750'DISK IS STAMPED CENTRAL NO 1 1947.
 JA1750'
 JA1750'REFERENCE MARK NO. 2 IS 64.89 FEET SOUTH OF THE STATION AND 2 FEET
 JA1750'EAST OF THE CHURCH. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 JA1750'STAMPED CENTRAL NO 2 1947.
 JA1750'
 JA1750'THE AZIMUTH MARK IS 1.2 MILES NORTH OF THE STATION, 16 FEET WEST OF
 JA1750'THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF A
 JA1750'TELEPHONE POLE, AND 2 FEET SOUTH OF A WITNESS POST. THE MARK PROJECTS
 JA1750'4 INCHES, AND THE DISK IS STAMPED CENTRAL 1947.
 JA1750'
 JA1750'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1750
 JA1750                          STATION RECOVERY (1968)
 JA1750
 JA1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1750'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 JA1750'EXCELLENT CONDITION. REFERENCE MARK NO. 2 WAS DESTROYED IN
 JA1750'1960 WHEN AN ADDITION WAS MADE ONTO THE BETHEL UNITED METHODIST
 JA1750'CHURCH AND THE DISK WAS NOT RECOVERD.  THE ORIGINAL AZIMUTH MARK
 JA1750'WAS WITHIN THE LIMITS OF CONSTRUCTION FOR THE RELOCATION OF STATE
 JA1750'ROUTE 135 AND HAD BEEN STRUCK BY GRADING EQUIPMENT AND WAS
 JA1750'BADLY TILTED. IMMEDIATELY AFTER THIS STATION WAS ESTABLISHED IN 1947,
 JA1750'MR.  MERIDETH JACOBS CONSTRUCTED A NEW HOME ON LINE BETWEEN
 JA1750'THE STATION AND THE AZIMUTH MARK, COMPLETELY OBSTRUCTING ANY
 JA1750'GROUND TO GROUND VISIBILITY. THE ORIGINAL AZIMUTH MARK WAS COMPLETELY
 JA1750'DESTROYED. POLARIS OBSERVATIONS WERE OBSERVED UPON A NEW AZIMUTH
 JA1750'MARK 1968 DURING THIS OCCUPATION, AND A NEW REFERENCE MARK NO. 3
 JA1750'ESTABLISHED.
 JA1750'
 JA1750'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JA1750'
 JA1750'THE STATION IS LOCATED ON THE GROUNDS OF THE BETHEL UNITED METHODIST
 JA1750'CHURCH IN THE SMALL COMMUNITY OF CENTRAL, ABOUT 8 MILES
 JA1750'SOUTH-SOUTHWEST OF CORYDON.
 JA1750'
 JA1750'TO REACH THE STATION FROM THE CROSSROAD IN THE SMALL COMMUNITY OF
 JA1750'CENTRAL, GO SOUTHERLY ON EXISTING STATE ROUTE 135 FOR 0.1 OF A
 JA1750'MILE TO THE SMALL POST OFFICE ON THE RIGHT, CONTINUE SOUTHERLY ON
 JA1750'STATE ROUTE 135 FOR 0.1 OF A MILE TO THE BETHEL UNITED METHODIST
 JA1750'CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 JA1750'
 JA1750'STATION IS IN A TENDED, GRASSY AREA, BETWEEN THE CHURCH BUILDING AND
 JA1750'THE BETHEL CEMETERY, 127 FEET WEST OF AN 18-INCH MOCKERNUT HICKORY
 JA1750'TREE, 75 FEET EAST OF THE APPROXIMATE CENTER OF EXISTING STATE ROUTE
 JA1750'135, 70.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 JA1750'CHURCH BUILDING, 60.7 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 JA1750'THE CHURCH BUILDING, 57.4 FEET EAST OF A GUYED UTILITY POLE,
 JA1750'57 FEET EAST OF A METAL WITNESS POST AND SIGN, AND 14.8 FT SOUTH
 JA1750'OF THE SOUTH EDGE OF THE MINNIE A. FAVIL GRAVE HEADSTONE. IT IS A
 JA1750'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,CONCRETE
 JA1750'MONUMENT AND THE DISK IS STAMPED CENTRAL 1947.
 JA1750'
 JA1750'REFERENCE MARK NO. 1 IS NEAR THE SOUTHWEST CORNER OF THE BETHEL
 JA1750'CEMETERY, 70 FEET NORTH OF THE NORTHWEST CORNER OF CHURCH
 JA1750'BUILDING, 21 FEET EAST OF THE APPROXIMATE CENTER OF EXISTING STATE
 JA1750'ROUTE 135, 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JA1750'THE LUVINA FRAVIL GRAVE HEADSTONE, 1.3 FEET EAST OF THE GUYED
 JA1750'UTILITY POLE, AND 1.0 FOOT EAST-SOUTHEAST OF A METAL
 JA1750'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 JA1750'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 JA1750'DISK IS STAMPED CENTRAL NO 1 1947.
 JA1750'
 JA1750'REFERENCE MARK NO. 3 IS 26 FEET WEST OF THE APPROXIMATE CENTER OF A
 JA1750'GRAVELED, CIRCULAR DRIVEWAY, 23 FEET NORTHEAST OF THE SOUTHEAST
 JA1750'CORNER OF THE CHURCH BUILDING, AND 16.5 FEET SOUTHEAST OF THE
 JA1750'NORTHEAST CORNER OF THE CHURCH BUILDING.  IT IS A STANDARD DISK
 JA1750'CEMENTED IN A DRILL HOLE IN THE NORTHEAST EDGE OF THE CONCRETE
 JA1750'ENTRANCE SLAB OF THE CONCRETE STEPS LEADING INTO THE BASEMENT
 JA1750'ENTRANCE ON THE EAST END OF THE CHURCH BUILDING AND THE DISK IS
 JA1750'STAMPED CENTRAL 1947 NO 3 1968.
 JA1750'
 JA1750'DUE TO THE CHURCH BUILDING BEING ON LINE BETWEEN THE REFERENCE MARKS,
 JA1750'THEY COULD NOT BE MEASURED BETWEEN.
 JA1750'
 JA1750'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF A PAVED
 JA1750'ROAD ABOUT 0.4 OF A MILE NORTHEAST OF THE STATION, 138
 JA1750'FEET EAST OF A 20-INCH RED OAK TREE, 51 FEET SOUTHWEST OF A TELEPHONE
 JA1750'POLE, 17 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 JA1750'PAVED ROAD, 1.2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND
 JA1750'1 FOOT NORTH OF AN EAST-WEST FENCE. IT IS A STANDARD DISK SET
 JA1750'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 JA1750'INCHES AND THE DISK IS STAMPED CENTRAL 1947 1968.
 JA1750'
 JA1750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON EXISTING
 JA1750'STATE ROUTE 135 FOR 0.2 OF A MILE TO A CROSSROAD, HERE
 JA1750'TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.4 OF A MILE TO A
 JA1750'GROUP OF FARM BUILDINGS ON THE LEFT AND THE MARK ON THE RIGHT
 JA1750'AS DESCRIBED.
 JA1750'
 JA1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CENTRAL.
 JA1750
 JA1750                          STATION RECOVERY (1975)
 JA1750
 JA1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JA1750'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 JA1750'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND ASSUMED TO
 JA1750'HAVE BEEN DESTROYED BY A NEW ADDITION TO THE CHURCH.  THE AZIMUTH
 JA1750'MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF GRADING AND WAS
 JA1750'DESTROYED AFTER A NEW MARK WAS SET.  THE DISTANCE AND DIRECTION
 JA1750'TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 JA1750'FOLLOWS--REFERENCE MARK 4 WAS SET.
 JA1750'
 JA1750'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CORYDON, ON THE
 JA1750'GROUNDS OF THE BETHEL UNITED METHODIST CHURCH, 0.2 MILE SOUTH OF THE
 JA1750'CENTRAL POST OFFICE, 75 FEET EAST OF THE CENTERLINE OF OLD STATE
 JA1750'HIGHWAY 135, 71 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JA1750'CHURCH, 67 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 JA1750'57 FEET EAST OF A UTILITY POLE, 15 FEET SOUTH OF A TOMBSTONE
 JA1750'MINNIE A FAVIL AND IN A GRASSY PLOT BETWEEN THE CHURCH AND
 JA1750'CEMETERY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTRAL
 JA1750'1947.
 JA1750'
 JA1750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OLD HIGHWAY
 JA1750'135 FOR 0.2 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO EAST ON
 JA1750'PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 JA1750'
 JA1750'REFERENCE MARK 1 IS 70 FEET NORTH OF THE NORTHWEST CORNER OF THE
 JA1750'CHURCH, 21 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 4 FEET
 JA1750'SOUTHEAST OF A TOMBSTONE LUVINA FRAVIL AND 1 FOOT EAST OF THE
 JA1750'UTILITY POLE AND A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 JA1750'INCHES AND THE DISK IS STAMPED CENTRAL NO 1 1947.
 JA1750'
 JA1750'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 JA1750'CENTRAL 1947 NO 4 1975, FLUSH WITH THE GROUND, 1 FOOT NORTHWEST OF
 JA1750'THE NORTHEAST CORNER OF THE CHURCH AND 17 FEET NORTH OF THE CENTER
 JA1750'OF THE EAST ENTRANCE TO THE CHURCH.
 JA1750'
 JA1750'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 JA1750'CENTRAL 1947 AZ 1975, PROJECTING 3 INCHES, 6 INCHES SOUTH OF A
 JA1750'FENCE, 6 INCHES EAST OF A METAL WITNESS POST, 10 FEET WEST OF AN
 JA1750'UNDERGROUND CABLE BOX AND 72 FEET WEST OF THE CENTERLINE OF A FARM
 JA1750'ENTRANCE DRIVE.  THE MONUMENT IS ALSO 18 FEET NORTH OF THE
 JA1750'CENTERLINE OF THE PAVED ROAD.
 JA1750'
 JA1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CENTRAL.
 JA1750'
 JA1750'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA1750
 JA1750                          STATION RECOVERY (2016)
 JA1750
 JA1750'RECOVERY NOTE BY GEOCACHING 2016 (PK)
 JA1750'RECOVERED AS DESCRIBED.  GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1991 ***********************************************************************
 JZ1991  HT_MOD      -  This is a Height Modernization Survey Station.
 JZ1991  DESIGNATION -  CH 29
 JZ1991  PID         -  JZ1991
 JZ1991  STATE/COUNTY-  IN/FRANKLIN
 JZ1991  COUNTRY     -  US
 JZ1991  USGS QUAD   -  BATESVILLE (2019)
 JZ1991
 JZ1991                         *CURRENT SURVEY CONTROL
 JZ1991  ______________________________________________________________________
 JZ1991* NAD 83(2011) POSITION- 39 19 23.78818(N) 085 12 29.66746(W)   ADJUSTED
 JZ1991* NAD 83(2011) ELLIP HT-   263.450 (meters)        (06/08/23)   ADJUSTED
 JZ1991* NAD 83(2011) EPOCH   -  2010.00
 JZ1991* NAVD 88 ORTHO HEIGHT -   297.57  (meters)      976.3   (feet) GPS OBS
 JZ1991  ______________________________________________________________________
 JZ1991  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ1991  NAD 83(2011) X  -    412,732.895 (meters)                     COMP
 JZ1991  NAD 83(2011) Y  - -4,923,597.698 (meters)                     COMP
 JZ1991  NAD 83(2011) Z  -  4,020,311.462 (meters)                     COMP
 JZ1991  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 JZ1991
 JZ1991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1991  Standards:
 JZ1991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1991  -------------------------------------------------------------------
 JZ1991  NETWORK    1.37   1.72           0.60   0.51   0.88     -0.01843540
 JZ1991  -------------------------------------------------------------------
 JZ1991  Click here for local accuracies and other accuracy information.
 JZ1991
 JZ1991.The horizontal coordinates were established by GPS observations
 JZ1991.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 JZ1991
 JZ1991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1991.been affixed to the stable North American tectonic plate. See 
 JZ1991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1991
 JZ1991.The horizontal coordinates are valid at the epoch date displayed above
 JZ1991.which is a decimal equivalence of Year/Month/Day.
 JZ1991
 JZ1991.The orthometric height was determined by GPS observations and a
 JZ1991.high-resolution geoid model using precise GPS observation and
 JZ1991.processing techniques.
 JZ1991
 JZ1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1991.GEOID18 height accuracy estimate available here.
 JZ1991
 JZ1991.Click photographs - Photos may exist for this station.
 JZ1991
 JZ1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1991
 JZ1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1991
 JZ1991.The ellipsoidal height was determined by GPS observations
 JZ1991.and is referenced to NAD 83.
 JZ1991
 JZ1991. The following values were computed from the NAD 83(2011) position.
 JZ1991
 JZ1991;                    North         East     Units Scale Factor Converg.
 JZ1991;SPC IN E     -   452,484.779   139,529.197   MT  0.99998590   +0 17 25.8
 JZ1991;SPC IN E     - 1,484,527.15    457,772.04   sFT  0.99998590   +0 17 25.8
 JZ1991;UTM  16      - 4,354,182.322   654,448.086   MT  0.99989371   +1 08 08.4
 JZ1991
 JZ1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1991!SPC IN E     -   0.99995867  x   0.99998590  =   0.99994457
 JZ1991!UTM  16      -   0.99995867  x   0.99989371  =   0.99985238
 JZ1991
 JZ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5444854182(NAD 83)
 JZ1991
 JZ1991                          SUPERSEDED SURVEY CONTROL
 JZ1991
 JZ1991  NAD 83(2011)-  39 19 23.78774(N)    085 12 29.66838(W) AD(2010.00) 0
 JZ1991  ELLIP H (06/27/12)  263.513  (m)                       GP(2010.00)    
 JZ1991  NAD 83(2007)-  39 19 23.78784(N)    085 12 29.66923(W) AD(2002.00) 0
 JZ1991  ELLIP H (02/10/07)  263.535  (m)                       GP(2002.00)    
 JZ1991  NAD 83(1997)-  39 19 23.78808(N)    085 12 29.66906(W) AD(       ) B
 JZ1991  ELLIP H (03/12/99)  263.574  (m)                       GP(       ) 2 1
 JZ1991  NAVD 88             297.54   (m)          976.2    (f) LEVELING    3  
 JZ1991  NAVD 88 (06/15/91)  297.543  (m)          976.19   (f) ADJUSTED    2 0
 JZ1991  NGVD 29 (??/??/92)  297.692  (m)          976.68   (f) ADJ UNCH    2 0
 JZ1991
 JZ1991.Superseded values are not recommended for survey control.
 JZ1991
 JZ1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1991.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1991
 JZ1991_MARKER: DB = BENCH MARK DISK
 JZ1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1991_STAMPING: 977 CH 29 1943
 JZ1991_MARK LOGO: USGS
 JZ1991_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1991+STABILITY: SURFACE MOTION
 JZ1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1991+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 JZ1991
 JZ1991  HISTORY     - Date     Condition        Report By
 JZ1991  HISTORY     - 1943     MONUMENTED       USGS
 JZ1991  HISTORY     - 1947     GOOD             CGS
 JZ1991  HISTORY     - 1954     MARK NOT FOUND   CGS
 JZ1991  HISTORY     - 19920101 GOOD             LOCENG
 JZ1991  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1991  HISTORY     - 20030720 GOOD             SURVFI
 JZ1991  HISTORY     - 20070621 GOOD             JCLS
 JZ1991  HISTORY     - 20221220 GOOD             INDOT
 JZ1991  HISTORY     - 20230314 GOOD             INDOT
 JZ1991
 JZ1991                          STATION DESCRIPTION
 JZ1991
 JZ1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1991'2 MI N FROM BATESVILLE.
 JZ1991'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE POST
 JZ1991'OFFICE AT BATESVILLE, ABOUT 1.5 MILES SOUTH OF THE HOLY FAMILY
 JZ1991'SCHOOL AT OLDENBURG, AT AN EAST-WEST CROSS ROAD, 22.5 FEET EAST
 JZ1991'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER
 JZ1991'LINE OF THE EAST-WEST ROAD, 10.5 FEET SOUTHEAST OF POWER POLE
 JZ1991'NO. 520/864 WITH TRANSFORMER, 9 FEET NORTHWEST OF A 36-INCH ASH
 JZ1991'TREE, 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 1 1/2-STORY
 JZ1991'WHITE FARM HOUSE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ1991'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1991'POST PROJECTING 3 INCHES.
 JZ1991
 JZ1991                          STATION RECOVERY (1954)
 JZ1991
 JZ1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JZ1991'MARK NOT FOUND.
 JZ1991
 JZ1991                          STATION RECOVERY (1992)
 JZ1991
 JZ1991'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ1991'FOUND MONUMENT AND TABLET IN GOOD CONDITION AS DESCRIBED.  PLACED
 JZ1991'CARSONITE POST ALONGSIDE.  GPS 0122 39-19-23.791840 85-12-29.679273
 JZ1991'Z=976.47
 JZ1991
 JZ1991                          STATION RECOVERY (1998)
 JZ1991
 JZ1991'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 JZ1991'RECOVERY NOTE BY WOOLPERT LLP 1998 (ARL). THE STATION IS LOCATED
 JZ1991'APPROXIMATELY 2 MI (3.2 KM) NORTH OF BATESVILLE AND 2 MI (3.2 KM)
 JZ1991'SOUTH OF OLDENBURG.  TO REACH THE STATION FROM THE INTERSECTION OF
 JZ1991'INTERSTATE 74 (EXIT 149) AND STATE ROUTE 229, PROCEED IN A NORTHERLY
 JZ1991'DIRECTION ALONG STATE ROUTE 229 FOR 1.25 MI (2.01 KM) TO THE
 JZ1991'INTERSECTION OF STATE ROUTE 229 AND EAST/WEST POCKET ROAD.  THE
 JZ1991'STATION IS IN THE NE QUADRANT OF THE INTERSECTION, IN THE SW CORNER OF
 JZ1991'PARCEL 2005.  THE STATION IS 24.9 FT (7.6 M) NORTH OF THE CENTERLINE
 JZ1991'OF EAST POCKET ROAD, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF STATE
 JZ1991'ROUTE 229, 12.1 FT (3.7 M) SSE OF UTILITY POLE L1W-78A, 0.3 FT (9.1
 JZ1991'CM) SW OF A NOAA WITNESS POST AND A YELLOW GAS LINE WARNING MARKER,
 JZ1991'AND THE MONUMENT IS ABOUT 0.7 FT (21.3 CM) BELOW THE LEVEL OF STATE
 JZ1991'ROUTE 229, AND PROJECTS APPROXIMATELY 0.2 FT (6.1 CM) ABOVE THE
 JZ1991'GROUND.
 JZ1991
 JZ1991                          STATION RECOVERY (2003)
 JZ1991
 JZ1991'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ1991'RECOVERED IN GOOD CONDITION.
 JZ1991
 JZ1991                          STATION RECOVERY (2007)
 JZ1991
 JZ1991'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 JZ1991'RECOVERED IN GOOD CONDITION.
 JZ1991
 JZ1991                          STATION RECOVERY (2022)
 JZ1991
 JZ1991'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1991'RECOVERED IN GOOD CONDITION.
 JZ1991
 JZ1991                          STATION RECOVERY (2023)
 JZ1991
 JZ1991'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 JZ1991'THE BENCH MARK IS 12.3 FT (3.7 M) SOUTH OF A POWER POLE WITH TAG
 JZ1991'NUMBER 520864.  MARK IS 47.6 FT (14.5 M) NORTHWEST OF A POWER POLE
 JZ1991'WITH TAG NUMBER 520910.  MARK IS 6.5 FT (2.0 M) NORTHEAST OF THE
 JZ1991'NORTHEAST EDGE OF PAVEMENT RADIUS OF SR 229 AND POCKET ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2016 ***********************************************************************
 JZ2016  DESIGNATION -  CH 34
 JZ2016  PID         -  JZ2016
 JZ2016  STATE/COUNTY-  IN/FRANKLIN
 JZ2016  COUNTRY     -  US
 JZ2016  USGS QUAD   -  SPADES (2019)
 JZ2016
 JZ2016                         *CURRENT SURVEY CONTROL
 JZ2016  ______________________________________________________________________
 JZ2016* NAD 83(1986) POSITION- 39 21 08.93   (N) 085 06 33.19   (W)   HD_HELD1
 JZ2016* NAVD 88 ORTHO HEIGHT -   232.955 (meters)      764.29  (feet) ADJUSTED
 JZ2016  ______________________________________________________________________
 JZ2016  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 JZ2016  DYNAMIC HEIGHT  -        232.809 (meters)      763.81  (feet) COMP
 JZ2016  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 JZ2016
 JZ2016  VERT ORDER      -  SECOND    CLASS 0
 JZ2016
 JZ2016.The horizontal coordinates were determined by differentially corrected
 JZ2016.hand held GPS observations or other comparable positioning techniques
 JZ2016.and have an estimated accuracy of +/- 3 meters.
 JZ2016
 JZ2016.The orthometric height was determined by differential leveling and
 JZ2016.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2016.in June 1991.
 JZ2016
 JZ2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2016.GEOID18 height accuracy estimate available here.
 JZ2016
 JZ2016.Click photographs - Photos may exist for this station.
 JZ2016
 JZ2016.The dynamic height is computed by dividing the NAVD 88
 JZ2016.geopotential number by the normal gravity value computed on the
 JZ2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2016.degrees latitude (g = 980.6199 gals.).
 JZ2016
 JZ2016.The modeled gravity was interpolated from observed gravity values.
 JZ2016
 JZ2016;                    North         East    Units  Estimated Accuracy
 JZ2016;SPC IN E     -   455,775.2     148,047.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2016
 JZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6291657597(NAD 83)
 JZ2016
 JZ2016                          SUPERSEDED SURVEY CONTROL
 JZ2016
 JZ2016  NGVD 29 (??/??/92)  233.116  (m)          764.81   (f) ADJ UNCH    2 0
 JZ2016
 JZ2016.Superseded values are not recommended for survey control.
 JZ2016
 JZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2016.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2016
 JZ2016_MARKER: DD = SURVEY DISK
 JZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2016_STAMPING: 765 CH 34 1943
 JZ2016_MARK LOGO: USGS
 JZ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2016+STABILITY: SURFACE MOTION
 JZ2016
 JZ2016  HISTORY     - Date     Condition        Report By
 JZ2016  HISTORY     - 1943     MONUMENTED       USGS
 JZ2016  HISTORY     - 1947     GOOD             CGS
 JZ2016
 JZ2016                          STATION DESCRIPTION
 JZ2016
 JZ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2016'0.4 MI N FROM ST MARYS.
 JZ2016'ABOUT 0.35 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CATHOLIC
 JZ2016'CHURCH AT ST. MARYS, AT THE Y JUNCTION OF A GRAVEL ROAD
 JZ2016'LEADING SOUTHEAST, 198 FEET NORTHEAST AND ACROSS THE GRAVEL
 JZ2016'ROAD FROM THE NORTHEAST CORNER OF A COVERED BRIDGE ON THE BLACK
 JZ2016'TOP ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 JZ2016'32.5 FEET WEST OF A STOP SIGN, 67 FEET NORTHEAST OF THE CENTER
 JZ2016'OF A TRIANGLE FORMED BY THE JUNCTION, 52 FEET EAST OF A FENCE
 JZ2016'CORNER, 2 FEET SOUTHEAST OF THE FENCE LINE, 5 FEET ABOVE THE
 JZ2016'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JZ2016'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2641 ***********************************************************************
 LB2641  DESIGNATION -  CHALMERS
 LB2641  PID         -  LB2641
 LB2641  STATE/COUNTY-  IN/WHITE
 LB2641  COUNTRY     -  US
 LB2641  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2641
 LB2641                         *CURRENT SURVEY CONTROL
 LB2641  ______________________________________________________________________
 LB2641* NAD 83(1997) POSITION- 40 40 26.49482(N) 086 52 14.50448(W)   ADJUSTED
 LB2641* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2641  ______________________________________________________________________
 LB2641  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 LB2641  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LB2641  HORZ ORDER      -  SECOND
 LB2641
 LB2641.The horizontal coordinates were established by classical geodetic methods
 LB2641.and adjusted by the National Geodetic Survey in May 1999.
 LB2641
 LB2641.The orthometric height was scaled from a topographic map.
 LB2641
 LB2641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2641.GEOID18 height accuracy estimate available here.
 LB2641
 LB2641.Click photographs - Photos may exist for this station.
 LB2641
 LB2641.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2641
 LB2641. The following values were computed from the NAD 83(1997) position.
 LB2641
 LB2641;                    North         East     Units Scale Factor Converg.
 LB2641;SPC IN W     -   602,381.523   917,977.564   MT  0.99997064   +0 08 18.9
 LB2641;SPC IN W     - 1,976,313.38  3,011,731.39   sFT  0.99997064   +0 08 18.9
 LB2641;UTM  16      - 4,502,579.956   510,928.092   MT  0.99960147   +0 05 03.4
 LB2641
 LB2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2641!SPC IN W     -   0.99997159  x   0.99997064  =   0.99994223
 LB2641!UTM  16      -   0.99997159  x   0.99960147  =   0.99957307
 LB2641
 LB2641:                Primary Azimuth Mark                     Grid Az
 LB2641:SPC IN W     -  CHALMERS AZ MK                           000 48 33.9
 LB2641:UTM  16      -  CHALMERS AZ MK                           000 51 49.4
 LB2641
 LB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1092802579(NAD 83)
 LB2641
 LB2641|---------------------------------------------------------------------|
 LB2641| PID    Reference Object                     Distance      Geod. Az  |
 LB2641|                                                           dddmmss.s |
 LB2641| CC8417 CHALMERS AZ MK                                     0005652.8 |
 LB2641| CC8418 CHALMERS RM 1                        21.065 METERS 00912     |
 LB2641| CC8419 CHALMERS RM 2                        20.915 METERS 08448     |
 LB2641| LB2645 CHALMERS MUNICIPAL TANK             APPROX. 1.3 KM 1674736.3 |
 LB2641| LB2660 REYNOLDS MUNICIPAL TANK             APPROX. 8.7 KM 3574528.3 |
 LB2641|---------------------------------------------------------------------|
 LB2641
 LB2641                          SUPERSEDED SURVEY CONTROL
 LB2641
 LB2641  NAD 83(1986)-  40 40 26.50081(N)    086 52 14.51477(W) AD(       ) 2
 LB2641  NAD 27      -  40 40 26.36280(N)    086 52 14.45780(W) AD(       ) 2
 LB2641
 LB2641.Superseded values are not recommended for survey control.
 LB2641
 LB2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2641.See file dsdata.pdf to determine how the superseded data were derived.
 LB2641
 LB2641_MARKER: DS = TRIANGULATION STATION DISK
 LB2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2641_STAMPING: CHALMERS 1948
 LB2641_MARK LOGO: CGS
 LB2641_PROJECTION: RECESSED 46 CENTIMETERS
 LB2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2641+STABILITY: SURFACE MOTION
 LB2641
 LB2641  HISTORY     - Date     Condition        Report By
 LB2641  HISTORY     - 1948     MONUMENTED       CGS
 LB2641
 LB2641                          STATION DESCRIPTION
 LB2641
 LB2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2641'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF DELPHI, 8 MILES
 LB2641'SOUTHWEST OF MONTICELLO, 7 MILES NORTH OF BROOKSTON AND 1 MILE NORTH
 LB2641'OF CHALMERS ON THE WEST SIDE OF STATE HIGHWAY NO. 43 ON PROPERTY
 LB2641'OWNED BY MR. HENRY WESSEL.  IT IS 49.5 FEET WEST OF THE CENTER OF
 LB2641'HIGHWAY, 13 FEET SOUTHWEST OF A CONCRETE FENCE POST AND 9 FEET
 LB2641'SOUTH OF A WHITE WITNESS POST AND FENCELINE.  THE MARK IS
 LB2641'UNDERGROUND 18 INCHES AND THE DISK IS STAMPED CHALMERS 1948.
 LB2641'
 LB2641'REFERENCE MARK NO. 1 IS 69.11 FEET NORTH OF THE STATION.  IT IS 30
 LB2641'FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT NORTHWEST OF A
 LB2641'POWERLINE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2641'CHALMERS NO 1 1948.
 LB2641'
 LB2641'REFERENCE MARK NO. 2 IS 68.62 FEET EAST OF THE STATION.  IT IS 28
 LB2641'FEET EAST OF THE CENTER OF HIGHWAY AND 2 FEET SOUTH OF A TELEPHONE
 LB2641'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHALMERS
 LB2641'NO 2 1948.
 LB2641'
 LB2641'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 48 FEET WEST
 LB2641'OF THE WEST RAIL OF RAILROAD, 30 FEET EAST OF THE CENTER OF STATE
 LB2641'HIGHWAY NO. 43, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT
 LB2641'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LB2641'THE DISK IS STAMPED CHALMERS 1948.
 LB2641'
 LB2641'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 LB2641'HIGHWAY NO. 43 IN CHALMERS GO NORTH ON STATE HIGHWAY NO. 43 FOR 0.9
 LB2641'MILE TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.3 MILE
 LB2641'TO THE AZIMUTH MARK ON THE RIGHT.
 LB2641'
 LB2641'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2645 ***********************************************************************
 LB2645  DESIGNATION -  CHALMERS MUNICIPAL TANK
 LB2645  PID         -  LB2645
 LB2645  STATE/COUNTY-  IN/WHITE
 LB2645  COUNTRY     -  US
 LB2645  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2645
 LB2645                         *CURRENT SURVEY CONTROL
 LB2645  ______________________________________________________________________
 LB2645* NAD 83(1997) POSITION- 40 39 45.86412(N) 086 52 02.96208(W)   ADJUSTED
 LB2645  ______________________________________________________________________
 LB2645  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 LB2645  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 LB2645  HORZ ORDER      -  THIRD
 LB2645
 LB2645.The horizontal coordinates were established by classical geodetic methods
 LB2645.and adjusted by the National Geodetic Survey in May 1999.
 LB2645
 LB2645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2645.GEOID18 height accuracy estimate available here.
 LB2645
 LB2645.Click photographs - Photos may exist for this station.
 LB2645
 LB2645.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2645
 LB2645. The following values were computed from the NAD 83(1997) position.
 LB2645
 LB2645;                    North         East     Units Scale Factor Converg.
 LB2645;SPC IN W     -   601,128.907   918,251.713   MT  0.99997077   +0 08 26.3
 LB2645;SPC IN W     - 1,972,203.76  3,012,630.83   sFT  0.99997077   +0 08 26.3
 LB2645;UTM  16      - 4,501,327.544   511,200.952   MT  0.99960154   +0 05 10.8
 LB2645
 LB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1120001327(NAD 83)
 LB2645
 LB2645                          SUPERSEDED SURVEY CONTROL
 LB2645
 LB2645  NAD 83(1986)-  40 39 45.87045(N)    086 52 02.97257(W) AD(       ) 3
 LB2645  NAD 27      -  40 39 45.73100(N)    086 52 02.91700(W) AD(       ) 3
 LB2645
 LB2645.Superseded values are not recommended for survey control.
 LB2645
 LB2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2645.See file dsdata.pdf to determine how the superseded data were derived.
 LB2645
 LB2645_MARKER: 53 = ELEVATED TANK
 LB2645
 LB2645  HISTORY     - Date     Condition        Report By
 LB2645  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2645  HISTORY     - 1955     GOOD             CGS
 LB2645
 LB2645                          STATION DESCRIPTION
 LB2645
 LB2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2645'THIS IS AN INTERSECTION STATION.
 LB2645'
 LB2645'STATION IS LOCATED IN THE EASTERN SECTION OF CHALMERS.  IT IS 150
 LB2645'FEET SOUTHWEST OF THE INTERSECTION OF WALNUT AND FIRST STREET.  IT IS
 LB2645'A STEEL WATER TANK SUPPORTED BY FOUR LEGS AND ABOUT 125 FEET
 LB2645'HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND
 LB2645'CHALMERS PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF THE
 LB2645'TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF
 LB2645'THE ROOF OF THE TANK.
 LB2645
 LB2645                          STATION RECOVERY (1955)
 LB2645
 LB2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2645'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 LB2645'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1996 ***********************************************************************
 JA1996  DESIGNATION -  CHANDLER
 JA1996  PID         -  JA1996
 JA1996  STATE/COUNTY-  IN/WARRICK
 JA1996  COUNTRY     -  US
 JA1996  USGS QUAD   -  BOONVILLE (2019)
 JA1996
 JA1996                         *CURRENT SURVEY CONTROL
 JA1996  ______________________________________________________________________
 JA1996* NAD 83(1997) POSITION- 38 02 39.19540(N) 087 21 09.99316(W)   ADJUSTED
 JA1996* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 JA1996  ______________________________________________________________________
 JA1996  GEOID HEIGHT    -        -31.292 (meters)                     GEOID18
 JA1996  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 JA1996  HORZ ORDER      -  SECOND
 JA1996
 JA1996.The horizontal coordinates were established by classical geodetic methods
 JA1996.and adjusted by the National Geodetic Survey in May 1999.
 JA1996
 JA1996.The orthometric height was scaled from a topographic map.
 JA1996
 JA1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1996.GEOID18 height accuracy estimate available here.
 JA1996
 JA1996.Click photographs - Photos may exist for this station.
 JA1996
 JA1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1996
 JA1996. The following values were computed from the NAD 83(1997) position.
 JA1996
 JA1996;                    North         East     Units Scale Factor Converg.
 JA1996;SPC IN W     -   310,436.522   876,349.183   MT  0.99997355   -0 09 57.8
 JA1996;SPC IN W     - 1,018,490.49  2,875,155.61   sFT  0.99997355   -0 09 57.8
 JA1996;UTM  16      - 4,210,780.171   469,045.781   MT  0.99961180   -0 13 02.7
 JA1996
 JA1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1996!SPC IN W     -   0.99998249  x   0.99997355  =   0.99995604
 JA1996!UTM  16      -   0.99998249  x   0.99961180  =   0.99959429
 JA1996
 JA1996:                Primary Azimuth Mark                     Grid Az
 JA1996:SPC IN W     -  STEVEN                                   269 13 35.4
 JA1996:UTM  16      -  STEVEN                                   269 16 40.3
 JA1996
 JA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6904510780(NAD 83)
 JA1996
 JA1996|---------------------------------------------------------------------|
 JA1996| PID    Reference Object                     Distance      Geod. Az  |
 JA1996|                                                           dddmmss.s |
 JA1996| CG8282 CHANDLER RM 1                        24.046 METERS 06708     |
 JA1996| CG8283 CHANDLER RM 2                        30.139 METERS 17100     |
 JA1996| CG8281 CHANDLER AZ MK                                     2541038.7 |
 JA1996| CG8284 CHANDLER RM 3                         8.570 METERS 26714     |
 JA1996| JA2003 STEVEN                              APPROX. 7.8 KM 2690337.6 |
 JA1996|---------------------------------------------------------------------|
 JA1996
 JA1996                          SUPERSEDED SURVEY CONTROL
 JA1996
 JA1996  NAD 83(1993)-  38 02 39.19883(N)    087 21 09.99325(W) AD(       ) 2
 JA1996  NAD 83(1986)-  38 02 39.20441(N)    087 21 09.99525(W) AD(       ) 2
 JA1996  NAD 27      -  38 02 39.03800(N)    087 21 09.97200(W) AD(       ) 2
 JA1996
 JA1996.Superseded values are not recommended for survey control.
 JA1996
 JA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1996.See file dsdata.pdf to determine how the superseded data were derived.
 JA1996
 JA1996_MARKER: DS = TRIANGULATION STATION DISK
 JA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1996_STAMPING: CHANDLER 1945
 JA1996_MARK LOGO: CGS
 JA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1996+STABILITY: SURFACE MOTION
 JA1996
 JA1996  HISTORY     - Date     Condition        Report By
 JA1996  HISTORY     - 1945     MONUMENTED       CGS
 JA1996  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 JA1996  HISTORY     - 1977     GOOD             NGS
 JA1996
 JA1996                          STATION DESCRIPTION
 JA1996
 JA1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1996'THE STATION IS LOCATED ABOUT 4.5 MILES W OF BOONEVILLE, 0.75 MILE NE
 JA1996'OF THE SMALL VILLAGE OF CHANDLER, 50 FEET N OF THE APPROXIMATE CENTER
 JA1996'LINE OF STATE HIGHWAY 62, 9 FEET SE OF A WITNESS POST, AND 8.7 FEET S
 JA1996'OF AN E-W FENCE LINE.  IT IS ON THE TOP OF THE HIGHWAY CUT AND ABOUT
 JA1996'10 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.
 JA1996'
 JA1996'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED CHANDLER
 JA1996'1945, AND PROJECTS 2 INCHES.  UNDERGROUND MARK IS A BRONZE STATION
 JA1996'DISK IN CONCRETE.
 JA1996'
 JA1996'REFERENCE MARK 1 IS 78.89 FEET E OF THE STATION, 39 FEET N OF THE
 JA1996'APPROXIMATE CENTER LINE OF STATE HIGHWAY 62, AND 1 FOOT S OF AN E-W
 JA1996'FENCE LINE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 JA1996'CHANDLER NO 1 1945, AND PROJECTS 5 INCHES.
 JA1996'
 JA1996'REFERENCE MARK 2 IS 98.90 FEET S OF THE STATION, 49 FEET S OF THE
 JA1996'APPROXIMATE CENTER LINE OF STATE HIGHWAY 62, AND 1 FOOT N OF AN E-W
 JA1996'FENCE LINE.  IT IS ON THE S BANK OF THE CUT IN HIGHWAY AND ABOUT 10
 JA1996'FEET HIGHER IN ELEVATION THAT THE HIGHWAY.  IT IS A BRONZE REFERENCE
 JA1996'DISK IN CONCRETE, STAMPED CHANDLER NO 2 1945, AND PROJECTS 3 INCHES.
 JA1996'
 JA1996'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION AND NEAR THE NE CORNER
 JA1996'OF A CULTIVATED FIELD.  IT IS 41 FEET S OF THE APPROXIMATE CENTER LINE
 JA1996'OF STATE HIGHWAY 62, 4 FEET E OF A CONCRETE RIGHT-OF-WAY POST, AND 3
 JA1996'FEET SE OF A WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE,
 JA1996'STAMPED CHANDLER 1945, AND PROJECTS 4 INCHES.
 JA1996'
 JA1996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 61 IN
 JA1996'THE CITY OF BOONVILLE, GO W ON HIGHWAY 62 FOR 4.3 MILES TO THE STATION
 JA1996'ON THE RIGHT ON TOP OF HIGHWAY CUT AS DESCRIBED.
 JA1996'
 JA1996'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE HIGHWAY 62
 JA1996'FOR 0.3 MILE AND MARK ON THE LEFT AS DESCRIBED.
 JA1996'
 JA1996'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JA1996
 JA1996                          STATION RECOVERY (1976)
 JA1996
 JA1996'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KK)
 JA1996'CHANDLER STATION BEEN HIT BY HWY. DEPT. MOWERS.  RM NO. 2 RECOVERED
 JA1996'OK.  RM NO. 1 AND AZ. MARKER DESTROYED.  DISTANCE AND DIRECTION FROM
 JA1996'NEAREST TOWN--4.5 MI. WEST OF BOONVILLE, IND.
 JA1996
 JA1996                          STATION RECOVERY (1977)
 JA1996
 JA1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JA1996'STATION MARK FOUND WITH SOME VERY SMALL CHIPS IN THE CONCRETE
 JA1996'OTHERWISE IN GOOD CONDITION.  REFERENCE MARK 2 FOUND IN GOOD
 JA1996'CONDITION.  REFERENCE MARK 1 FOUND UPROOTED, THE DISK WAS SALVAGED.
 JA1996'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED AS THE HOLE WHERE
 JA1996'THE MARK WAS SET AND PIECES OF CONCRETE WERE FOUND AT THE SITE.
 JA1996'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.02 FOOT.  REFERENCE MARK
 JA1996'3 WAS SET.  THERE WAS NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK.
 JA1996'THE DESCRIPTION IS ADEQUATE WITH THE ADDITIONS BELOW.
 JA1996'
 JA1996'THE STATION IS 2-FEET WEST OF A METAL WITNESS POST AND 12 FEET
 JA1996'SOUTHWEST OF POWER POLE 138.
 JA1996'
 JA1996'REFERENCE MARK 2 IS 6 FEET WEST OF A CONCRETE R-O-W MARK AND 1 FOOT
 JA1996'NORTHEAST OF A 8-INCH TREE WITH A SURVEY SIGN ATTACHED.
 JA1996'
 JA1996'REFERENCE MARK 3 IS A STANDARD 3-FOOT ALUMINUM MARKER WITH 3 MAGNETS
 JA1996'ATTACHED.  IT IS 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.5
 JA1996'FEET SOUTH OF A FENCELINE AND 1-FOOT EAST OF A METAL WITNESS POST.
 JA1996'THE MARK PROJECTS 3-INCHES AND THE DISK STAMPED CHANDLER 1945 NO 3
 JA1996'1977.
 JA1996'
 JA1996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST OF
 JA1996'BOONVILLE.
 JA1996'
 JA1996'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2398 ***********************************************************************
 LB2398  DESIGNATION -  CHAPEL RESET
 LB2398  PID         -  LB2398
 LB2398  STATE/COUNTY-  IN/CASS
 LB2398  COUNTRY     -  US
 LB2398  USGS QUAD   -  ANOKA (2019)
 LB2398
 LB2398                         *CURRENT SURVEY CONTROL
 LB2398  ______________________________________________________________________
 LB2398* NAD 83(1997) POSITION- 40 39 50.41139(N) 086 18 58.16854(W)   ADJUSTED
 LB2398* NAVD 88 ORTHO HEIGHT -   222.27  (+/-2cm)      729.2   (feet) VERTCON3
 LB2398  ______________________________________________________________________
 LB2398  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 LB2398  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 LB2398  HORZ ORDER      -  SECOND
 LB2398  VERT ORDER      -  THIRD ? (See Below)
 LB2398
 LB2398.The horizontal coordinates were established by classical geodetic methods
 LB2398.and adjusted by the National Geodetic Survey in May 1999.
 LB2398
 LB2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2398
 LB2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2398.GEOID18 height accuracy estimate available here.
 LB2398
 LB2398.The vertical order pertains to the NGVD 29 superseded value.
 LB2398
 LB2398.Click photographs - Photos may exist for this station.
 LB2398
 LB2398.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2398
 LB2398. The following values were computed from the NAD 83(1997) position.
 LB2398
 LB2398;                    North         East     Units Scale Factor Converg.
 LB2398;SPC IN E     -   601,449.610    45,080.029   MT  1.00000378   -0 25 23.6
 LB2398;SPC IN E     - 1,973,255.93    147,900.06   sFT  1.00000378   -0 25 23.6
 LB2398;SPC IN W     -   601,529.780   964,871.243   MT  1.00001845   +0 29 59.7
 LB2398;SPC IN W     - 1,973,518.95  3,165,581.74   sFT  1.00001845   +0 29 59.7
 LB2398;UTM  16      - 4,501,684.099   557,803.439   MT  0.99964113   +0 26 44.2
 LB2398
 LB2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2398!SPC IN E     -   0.99997051  x   1.00000378  =   0.99997429
 LB2398!SPC IN W     -   0.99997051  x   1.00001845  =   0.99998896
 LB2398!UTM  16      -   0.99997051  x   0.99964113  =   0.99961165
 LB2398
 LB2398:                Primary Azimuth Mark                     Grid Az
 LB2398:SPC IN E     -  CHAPEL AZ MK                             354 52 15.2
 LB2398:SPC IN W     -  CHAPEL AZ MK                             353 56 51.9
 LB2398:UTM  16      -  CHAPEL AZ MK                             354 00 07.4
 LB2398
 LB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5780301684(NAD 83)
 LB2398
 LB2398|---------------------------------------------------------------------|
 LB2398| PID    Reference Object                     Distance      Geod. Az  |
 LB2398|                                                           dddmmss.s |
 LB2398| LB2392 WALTON MUNICIPAL TANK               APPROX. 6.3 KM 0941332.2 |
 LB2398| CC8421 CHAPEL RM 1                          28.998 METERS 19910     |
 LB2398| CC8423 CHAPEL RM 3                           8.175 METERS 25907     |
 LB2398| CC8422 CHAPEL RM 2                          41.444 METERS 27747     |
 LB2398| CC8420 CHAPEL AZ MK                                       3542651.6 |
 LB2398|---------------------------------------------------------------------|
 LB2398
 LB2398                          SUPERSEDED SURVEY CONTROL
 LB2398
 LB2398  NAD 83(1986)-  40 39 50.41540(N)    086 18 58.18011(W) AD(       ) 2
 LB2398  NAD 27      -  40 39 50.27150(N)    086 18 58.18190(W) AD(       ) 2
 LB2398  NGVD 29             222.38   (m)          729.6    (f) LEVELING    3  
 LB2398
 LB2398.Superseded values are not recommended for survey control.
 LB2398
 LB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2398.See file dsdata.pdf to determine how the superseded data were derived.
 LB2398
 LB2398_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2398_STAMPING: CHAPEL 1948 1974
 LB2398_MARK LOGO: NGS
 LB2398_PROJECTION: FLUSH
 LB2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2398+STABILITY: SURFACE MOTION
 LB2398
 LB2398  HISTORY     - Date     Condition        Report By
 LB2398  HISTORY     - 1948     MONUMENTED       CGS
 LB2398  HISTORY     - 1954     GOOD             CGS
 LB2398  HISTORY     - 1958     GOOD             CHIAS
 LB2398  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LB2398
 LB2398                          STATION DESCRIPTION
 LB2398
 LB2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2398'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF LOGANSPORT AND 4 MILES
 LB2398'WEST OF WALTON ON THE GROUNDS OF A FRAME CHURCH.  IT IS 121 FEET
 LB2398'EAST OF A GRAVEL ROAD, 56 FEET SOUTH OF A FENCE AND 42 FEET
 LB2398'NORTHEAST OF THE NORTHEAST CORNER OF CHURCH.  THE MARK IS FLUSH
 LB2398'WITH THE GROUND AND THE DISK IS STAMPED CHAPEL 1948.
 LB2398'
 LB2398'REFERENCE MARK NO. 1 IS 95.14 FEET SOUTH OF STATION.  IT IS 24 FEET
 LB2398'NORTH OF CENTER OF STATE HIGHWAY 218 AND 13 FEET SOUTH OF THE
 LB2398'SOUTHEAST CORNER OF CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND
 LB2398'THE DISK IS STAMPED CHAPEL NO 1 1948.
 LB2398'
 LB2398'REFERENCE MARK NO. 2 IS 135.97 FEET WEST OF STATION.  IT IS 15 FEET
 LB2398'WEST OF CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.  THE
 LB2398'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHAPEL NO 2
 LB2398'1948.
 LB2398'
 LB2398'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 15 FEET WEST OF
 LB2398'CENTER OF A GRAVEL ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LB2398'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LB2398'DISK IS STAMPED CHAPEL 1948.
 LB2398'
 LB2398'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 35 AND
 LB2398'STATE HIGHWAY 29 IN LOGANSPORT, GO SOUTH ON HIGHWAYS 35 AND 29 FOR
 LB2398'0.5 MILE TO WHERE HIGHWAY 35 TURNS EAST, CONTINUE SOUTH ON HIGHWAY 29
 LB2398'FOR 7.9 MILES TO THE JUNCTION OF STATE HIGHWAY 218, TURN LEFT AND GO
 LB2398'EAST ON HIGHWAY 218 FOR 3.9 MILES TO STATION ON LEFT AS DESCRIBED.
 LB2398'
 LB2398'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL ROAD FOR 0.3
 LB2398'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LB2398'
 LB2398'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LB2398
 LB2398                          STATION RECOVERY (1954)
 LB2398
 LB2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2398'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND ARE IN GOOD
 LB2398'CONDITION.  THE DISTANCE TO ALL MARKS WERE CHECKED AND FOUND
 LB2398'CORRECT.  THE DIRECTIONS TO ALL MARKS AND OBJECTS VISIBLE FROM THE
 LB2398'GROUND WERE CHECKED AND FOUND CORRECT.  THE OLD DESCRIPTION IS
 LB2398'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LB2398'
 LB2398'STATION IS ON THE PROPERTY OF THE BLUE BALL CHRISTIAN CHURCH, 47 FEET
 LB2398'WEST OF A FENCE LINE AND WHITE WITNESS POST.
 LB2398'
 LB2398'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LB2398
 LB2398                          STATION RECOVERY (1958)
 LB2398
 LB2398'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 LB2398'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 LB2398'CHANGES--
 LB2398'
 LB2398'THE MARK IS ABOUT ONE FOOT BELOW THE GROUND SURFACE HAVING BEEN
 LB2398'COVERED BY DIRT FILL AND A LAYER OF BITUMINOUS PAVING MATERIAL.
 LB2398'
 LB2398'DUE TO REMODELING OF THE CHURCH BUILDING THE MARK IS NOW 25.5 FEET
 LB2398'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING RATHER THAN THE
 LB2398'ORIGINAL 42 FEET.
 LB2398
 LB2398                          STATION RECOVERY (1974)
 LB2398
 LB2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2398'THE STATION MARK WAS FOUND IN GOOD CONDITION BUT ABOUT 1 FOOT BELOW
 LB2398'THE SURFACE OF PARKING LOT AND A NEW MARK WAS SET TO BRING IT TO THE
 LB2398'LEVEL OF THE PARKING LOT.  REFERENCE MARKS 1 AND 2 WERE FOUND IN
 LB2398'GOOD CONDITION ALONG WITH THE AZIMUTH MARK.  REFERENCE MARK 2 IS
 LB2398'NEAR A GRADER DITCH AND REFERENCE MARK 3 WAS SET.  THE LINE OF
 LB2398'SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY CORN.  THE DIRECTION
 LB2398'BETWEEN THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO
 LB2398'THEM.  A NEW DESCRIPTION FOLLOWS--
 LB2398'
 LB2398'THE STATION MARK IS ABOUT 7 MILES SOUTHEAST OF LOGANSPORT, 120 FEET
 LB2398'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 25.5 FEET NORTHEAST OF
 LB2398'THE NORTHEAST CORNER OF THE BLUE BALL CHURCH, 116 FEET NORTH OF THE
 LB2398'CENTERLINE OF STATE HIGHWAY 218, 54 FEET SOUTH OF A FENCE AND
 LB2398'IN THE SEMI-PAVED PARKING AREA OF THE CHURCH.  THE MONUMENT IS
 LB2398'FLUSH AND THE DISK IS STAMPED CHAPEL 1948 1974.
 LB2398'
 LB2398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 218
 LB2398'ABOUT 6 MILES SOUTH OF LOGANSPORT, GO EAST ON HIGHWAY 218 FOR 3.9
 LB2398'MILES TO THE STATION ON THE LEFT.
 LB2398'
 LB2398'REFERENCE MARK 1 IS 12.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LB2398'CHURCH, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 88 FEET EAST
 LB2398'OF THE CENTERLINE OF GRAVELED ROAD AND SET ALONG THE NORTH EDGE OF
 LB2398'AN EAST-WEST SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2398'STAMPED CHAPEL NO 1 1948.
 LB2398'
 LB2398'REFERENCE MARK 2 IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LB2398'CHURCH, 15 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT
 LB2398'EAST OF A FENCE AND 132 FEET NORTH OF THE CENTERLINE OF THE
 LB2398'HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2398'CHAPEL NO 2 1948.
 LB2398'
 LB2398'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHAPEL 1948 NO 3 1974 SET
 LB2398'IN A DRILL HOLE IN THE NORTH EDGE OF CONCRETE SIDEWALK ALONG NORTH
 LB2398'SIDE OF CHURCH, 94 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD,
 LB2398'3.6 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 6.2 FEET
 LB2398'WEST OF THE EAST EDGE OF SIDEWALK AND 1 FOOT SOUTH OF THE NORTH EDGE
 LB2398'OF SIDEWALK.
 LB2398'
 LB2398'THE AZIMUTH MARK IS 0.3 MILE NORTH ALONG THE GRAVELED ROAD FROM THE
 LB2398'STATION, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 51 FEET
 LB2398'SOUTHWEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LB2398'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CHAPEL
 LB2398'1948.
 LB2398'
 LB2398'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2398'
 LB2398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES WEST
 LB2398'OF WALTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1992 ***********************************************************************
 JA1992  DESIGNATION -  CHAPMAN
 JA1992  PID         -  JA1992
 JA1992  STATE/COUNTY-  IN/WARRICK
 JA1992  COUNTRY     -  US
 JA1992  USGS QUAD   -  FOLSOMVILLE (2019)
 JA1992
 JA1992                         *CURRENT SURVEY CONTROL
 JA1992  ______________________________________________________________________
 JA1992* NAD 83(1997) POSITION- 38 13 07.27306(N) 087 14 43.51456(W)   ADJUSTED
 JA1992* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 JA1992  ______________________________________________________________________
 JA1992  GEOID HEIGHT    -        -31.654 (meters)                     GEOID18
 JA1992  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JA1992  HORZ ORDER      -  FIRST
 JA1992
 JA1992.The horizontal coordinates were established by classical geodetic methods
 JA1992.and adjusted by the National Geodetic Survey in May 1999.
 JA1992
 JA1992.The orthometric height was scaled from a topographic map.
 JA1992
 JA1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1992.GEOID18 height accuracy estimate available here.
 JA1992
 JA1992.Click photographs - Photos may exist for this station.
 JA1992
 JA1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1992
 JA1992. The following values were computed from the NAD 83(1997) position.
 JA1992
 JA1992;                    North         East     Units Scale Factor Converg.
 JA1992;SPC IN W     -   329,779.573   885,806.316   MT  0.99996915   -0 06 01.0
 JA1992;SPC IN W     - 1,081,951.82  2,906,182.89   sFT  0.99996915   -0 06 01.0
 JA1992;UTM  16      - 4,230,107.710   478,516.846   MT  0.99960568   -0 09 06.6
 JA1992
 JA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1992!SPC IN W     -   0.99997392  x   0.99996915  =   0.99994307
 JA1992!UTM  16      -   0.99997392  x   0.99960568  =   0.99957961
 JA1992
 JA1992:                Primary Azimuth Mark                     Grid Az
 JA1992:SPC IN W     -  CHAPMAN AZ MK                            292 33 58.1
 JA1992:UTM  16      -  CHAPMAN AZ MK                            292 37 03.7
 JA1992
 JA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7851630107(NAD 83)
 JA1992
 JA1992|---------------------------------------------------------------------|
 JA1992| PID    Reference Object                     Distance      Geod. Az  |
 JA1992|                                                           dddmmss.s |
 JA1992| CG8286 CHAPMAN RM 1                         32.860 METERS 10942     |
 JA1992| CG8287 CHAPMAN RM 2                         38.118 METERS 22532     |
 JA1992| CG8285 CHAPMAN AZ MK                                      2922757.1 |
 JA1992| JA2005 OAKLAND MUNICIPAL TANK              APPROX.15.9 KM 3283224.3 |
 JA1992|---------------------------------------------------------------------|
 JA1992
 JA1992                          SUPERSEDED SURVEY CONTROL
 JA1992
 JA1992  NAD 83(1993)-  38 13 07.27719(N)    087 14 43.51457(W) AD(       ) 1
 JA1992  NAD 83(1986)-  38 13 07.28145(N)    087 14 43.51661(W) AD(       ) 1
 JA1992  NAD 27      -  38 13 07.10200(N)    087 14 43.49500(W) AD(       ) 1
 JA1992
 JA1992.Superseded values are not recommended for survey control.
 JA1992
 JA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1992.See file dsdata.pdf to determine how the superseded data were derived.
 JA1992
 JA1992_MARKER: DS = TRIANGULATION STATION DISK
 JA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1992_STAMPING: CHAPMAN 1934
 JA1992_MARK LOGO: CGS
 JA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1992+STABILITY: SURFACE MOTION
 JA1992
 JA1992  HISTORY     - Date     Condition        Report By
 JA1992  HISTORY     - 1934     MONUMENTED       CGS
 JA1992  HISTORY     - 1946     GOOD             CGS
 JA1992
 JA1992                          STATION DESCRIPTION
 JA1992
 JA1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1992'ON THE HIGHEST PART OF A BARE TOPPED RIDGE, ON THE PROPERTY OF MR E H
 JA1992'CHAPMAN ABOUT 12 MILES NORTH OF BOONVILLE AND 3 MILES NORTHEAST OF
 JA1992'LYNNVILLE.
 JA1992'
 JA1992'TO REACH FROM THE MASONTC BUILDING IN LYNNVILLE, GO NORTH ON STATE
 JA1992'HIGHWAY 61 FOR 0.2 MILE TO CROSSROADS, TURN RIGHT ON DIRT ROAD AND
 JA1992'KEEP STRAIGHT AHEAD AT 0.2 MILE (MAIN ROAD TURNS RIGHT) AND CONTINUE
 JA1992'1.3 MILES TO A T-ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD 1.6 MILES
 JA1992'TO A T-ROAD, TURN RIGHT AND GO 1.0 MILE, TURN RIGHT THROUGH FENCE AND
 JA1992'CONTINUE 0.2 MILE TO TOP OF RIDGE AND STATION.  THE STATION IS LOCATED
 JA1992'AT THE EAST END OF RIDGE, ABOUT 0.25 MILE SOUTHEAST OF THE HOME OF MR
 JA1992'CHAPMAN, AND 125 FEET WEST-NORTHWEST OF THE NORTHWEST EDGE OF WOODS.
 JA1992'
 JA1992'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1992'DISKS SET IN CONCRETE.
 JA1992'
 JA1992'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF STATION ALONG THE DOWNWARD
 JA1992'SLOPE OF RIDGE.
 JA1992'
 JA1992'REFERENCE MARK NO 2 IS SOUTHWEST OF STATION ALONG THE TOP OF RIDGE.
 JA1992'
 JA1992'REFERENCE MARK NO 2 IS 197.34 FEET A LITTLE SOUTH OF WEST OF REFERENCE
 JA1992'MARK NO 1.
 JA1992'
 JA1992'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF STATION IN THE BARNYARD
 JA1992'OF MR CHAPMAN, ABOUT 60 FEET NORTH-NORTHEAST OF RESIDENCE, 3 FEET
 JA1992'SOUTH OF SOUTHWEST CORNER OF BARN, AT EDGE OF GARDEN.
 JA1992'
 JA1992'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 JA1992'
 JA1992'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 JA1992
 JA1992                          STATION RECOVERY (1946)
 JA1992
 JA1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1992'THIS STATION WAS RECOVERED AS DESCRIBED IN 1934.  ALL MARKS WERE FOUND
 JA1992'IN GOOD CONDITION AND THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1992'CHECKED AND FOUND TO BE CORRECT (SLOPE MEASUREMENT)  SURFACE,
 JA1992'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JA1992'CONCRETE.  A COMPLETE DESCRIPTION FOLLOWS.  THE 1934 DIRECTIONS FOR
 JA1992'REACHING THE STATION FROM LYNNVILLE ARE NO LONGER ADEQUATE DUE TO ROAD
 JA1992'CHANGES SO NEW ONES ARE GIVEN.
 JA1992'
 JA1992'THE STATION IS ABOUT 12 MILES NORTH OF BOONVILLE, 3 MILES NORTHEAST OF
 JA1992'LYNVILLE AND ABOUT 0.25 MILE SOUTHEAST OF THE FARMHOUSE OF 4 W MURPHY
 JA1992'(FORMERLY OWNED BY E H CHAPMAN), ON TOP OF A BARE RIDGE.  THE MARK IS
 JA1992'AT THE EAST END OF RIDGE AND 125 FEET WEST NORTHWEST OF WOODS.  THE
 JA1992'MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED CHAPMAN 1934.
 JA1992'
 JA1992'REFERENCE MARK NO 1 IS 107.81 FEET (32.860 METERS) EAST SOUTHEAST OF
 JA1992'THE STATION ON THE EAST SIDE OF THE RIDGE.  THE MARK PROJECT 12 INCHES
 JA1992'AND THE DISK IS STAMPED CHAPMAN 1934 NO 1.
 JA1992'
 JA1992'REFERENCE MARK NO 2 IS 125.06 FEET (38.118 METERS) SOUTHWEST OF THE
 JA1992'STATION, NEAR THE WEST END OF THE RIDGE.  THE MARK PROJECTS 12 INCHES
 JA1992'AND THE DISK IS STAMPED CHAPMAN 1934 NO 2.
 JA1992'
 JA1992'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION IN MR
 JA1992'MURPHYS FRONT YARD, 72 FEET NORTHEAST OF THE HOUSE AND 21 FEET EAST OF
 JA1992'THE HOUSE DRIVEWAY.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 JA1992'STAMPED CHAPMAN 1934 AZI.
 JA1992'
 JA1992'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 61 IN LYNNVILLE,
 JA1992'GO EAST ON STATE HIGHWAY 68 FOR 1.1 MILES TO A GRAVEL SIDE ROAD LEFT
 JA1992'JUST AFTER PASSING A TRANSFORMER SUB-STATION, TURN LEFT AND GO 0.7
 JA1992'MILE THEN TURN SHARP RIGHT ON MAIN ROAD, CONTINUE FOR 1.3 MILES AND
 JA1992'TURN SHARP RIGHT ON MAIN ROAD, CONTINUE FOR 0.4 MILE AND TURN SHARP
 JA1992'LEFT, CONTINUE 0.6 MILE TO A FIELD ROAD ON THE RIGHT LEADING TO
 JA1992'STATION AT TOP OF RIDGE.
 JA1992'
 JA1992'UPON NOTING THE ABOVE DISCREPANCY OF TWENTY DEGREES IN THE DIRECTION
 JA1992'OF REFERENCE MARK NO 2, THIS DIRECTION WAS RECHECKED AND FOUND TO BE
 JA1992'AS GIVEN IN THE 1946 DIRECTION ABOVE.  THE 1934 DISTANCES AND
 JA1992'DIRECTIONS WERE TAKEN FORM THE RECONNAISSANCE DESCRIPTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2153 ***********************************************************************
 HZ2153  DESIGNATION -  CHARLESTOWN MUNICIPAL TANK
 HZ2153  PID         -  HZ2153
 HZ2153  STATE/COUNTY-  IN/CLARK
 HZ2153  COUNTRY     -  US
 HZ2153  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2153
 HZ2153                         *CURRENT SURVEY CONTROL
 HZ2153  ______________________________________________________________________
 HZ2153* NAD 83(1997) POSITION- 38 26 40.33210(N) 085 39 39.46899(W)   ADJUSTED
 HZ2153  ______________________________________________________________________
 HZ2153  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 HZ2153  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 HZ2153  HORZ ORDER      -  THIRD
 HZ2153
 HZ2153.The horizontal coordinates were established by classical geodetic methods
 HZ2153.and adjusted by the National Geodetic Survey in May 1999.
 HZ2153
 HZ2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2153.GEOID18 height accuracy estimate available here.
 HZ2153
 HZ2153.Click photographs - Photos may exist for this station.
 HZ2153
 HZ2153.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2153
 HZ2153. The following values were computed from the NAD 83(1997) position.
 HZ2153
 HZ2153;                    North         East     Units Scale Factor Converg.
 HZ2153;SPC IN E     -   354,836.276   100,497.858   MT  0.99996667   +0 00 12.8
 HZ2153;SPC IN E     - 1,164,158.68    329,716.72   sFT  0.99996667   +0 00 12.8
 HZ2153;SPC KY1Z     - 1,234,314.837 1,507,772.484   MT  0.99995402   +0 03 16.8
 HZ2153;SPC KY1Z     - 4,049,581.26  4,946,750.22   sFT  0.99995402   +0 03 16.8
 HZ2153;SPC KY N     -   105,784.258   376,832.895   MT  0.99996216   -0 52 39.8
 HZ2153;SPC KY N     -   347,060.52  1,236,325.92   sFT  0.99996216   -0 52 39.8
 HZ2153;UTM  16      - 4,255,988.234   616,853.046   MT  0.99976816   +0 49 57.5
 HZ2153
 HZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1685355988(NAD 83)
 HZ2153
 HZ2153                          SUPERSEDED SURVEY CONTROL
 HZ2153
 HZ2153  NAD 83(1993)-  38 26 40.33248(N)    085 39 39.46885(W) AD(       ) 3
 HZ2153  NAD 83(1986)-  38 26 40.33532(N)    085 39 39.47541(W) AD(       ) 3
 HZ2153  NAD 27      -  38 26 40.10200(N)    085 39 39.61000(W) AD(       ) 3
 HZ2153
 HZ2153.Superseded values are not recommended for survey control.
 HZ2153
 HZ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2153.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2153
 HZ2153_MARKER: 53 = ELEVATED TANK
 HZ2153
 HZ2153  HISTORY     - Date     Condition        Report By
 HZ2153  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2153  HISTORY     - 1963     GOOD             AEROS
 HZ2153
 HZ2153                          STATION DESCRIPTION
 HZ2153
 HZ2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2153'THIS IS AN INTERSECTION STATION.
 HZ2153'
 HZ2153'THE WATER TANK IS LOCATED 1 BLOCK EAST OF THE CLARK COUNTY COURTHOUSE
 HZ2153'IN CHARLESTOWN. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 HZ2153'125 FEET HIGH, AND PAINTED SILVER. CHARLESTOWN MUNI WATER TANK IS
 HZ2153'INSCRIBED ON THE SOUTH SIDE OF THE BODY OF THE TANK.
 HZ2153'
 HZ2153'THE POINT INTERSECTED WAS THE APEX ON THE TOP OF THE ROOF.
 HZ2153
 HZ2153                          STATION RECOVERY (1963)
 HZ2153
 HZ2153'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2153'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2168 ***********************************************************************
 LB2168  DESIGNATION -  CHASE
 LB2168  PID         -  LB2168
 LB2168  STATE/COUNTY-  IN/BENTON
 LB2168  COUNTRY     -  US
 LB2168  USGS QUAD   -  FOWLER (2019)
 LB2168
 LB2168                         *CURRENT SURVEY CONTROL
 LB2168  ______________________________________________________________________
 LB2168* NAD 83(1997) POSITION- 40 31 09.06379(N) 087 18 44.45207(W)   ADJUSTED
 LB2168* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 LB2168  ______________________________________________________________________
 LB2168  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 LB2168  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LB2168  HORZ ORDER      -  THIRD
 LB2168
 LB2168.The horizontal coordinates were established by classical geodetic methods
 LB2168.and adjusted by the National Geodetic Survey in May 1999.
 LB2168
 LB2168.The orthometric height was scaled from a topographic map.
 LB2168
 LB2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2168.GEOID18 height accuracy estimate available here.
 LB2168
 LB2168.Click photographs - Photos may exist for this station.
 LB2168
 LB2168.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2168
 LB2168. The following values were computed from the NAD 83(1997) position.
 LB2168
 LB2168;                    North         East     Units Scale Factor Converg.
 LB2168;SPC IN W     -   585,190.954   880,593.126   MT  0.99997130   -0 08 55.7
 LB2168;SPC IN W     - 1,919,913.99  2,889,079.28   sFT  0.99997130   -0 08 55.7
 LB2168;UTM  16      - 4,485,431.056   473,541.087   MT  0.99960862   -0 12 10.6
 LB2168
 LB2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2168!SPC IN W     -   0.99996838  x   0.99997130  =   0.99993968
 LB2168!UTM  16      -   0.99996838  x   0.99960862  =   0.99957701
 LB2168
 LB2168:                Primary Azimuth Mark                     Grid Az
 LB2168:SPC IN W     -  FOWLER ILLINOIS CANNING CO STK           357 08 45.7
 LB2168:UTM  16      -  FOWLER ILLINOIS CANNING CO STK           357 12 00.6
 LB2168
 LB2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7354185431(NAD 83)
 LB2168
 LB2168|---------------------------------------------------------------------|
 LB2168| PID    Reference Object                     Distance      Geod. Az  |
 LB2168|                                                           dddmmss.s |
 LB2168| CM2861 CHASE RM 1                           10.846 METERS 08416     |
 LB2168| CM2862 CHASE RM 2                           22.867 METERS 16044     |
 LB2168| LB2169 FOWLER MUNICIPAL STANDPIPE          APPROX.10.7 KM 3563042.2 |
 LB2168| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX.10.5 KM 3565950.0 |
 LB2168|---------------------------------------------------------------------|
 LB2168
 LB2168                          SUPERSEDED SURVEY CONTROL
 LB2168
 LB2168  NAD 83(1986)-  40 31 09.07172(N)    087 18 44.46139(W) AD(       ) 3
 LB2168  NAD 27      -  40 31 08.93770(N)    087 18 44.41200(W) AD(       ) 3
 LB2168
 LB2168.Superseded values are not recommended for survey control.
 LB2168
 LB2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2168.See file dsdata.pdf to determine how the superseded data were derived.
 LB2168
 LB2168_MARKER: DS = TRIANGULATION STATION DISK
 LB2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2168_STAMPING: CHASE 1955
 LB2168_MARK LOGO: CGS
 LB2168_PROJECTION: RECESSED 30 CENTIMETERS
 LB2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2168+STABILITY: SURFACE MOTION
 LB2168
 LB2168  HISTORY     - Date     Condition        Report By
 LB2168  HISTORY     - 1955     MONUMENTED       CGS
 LB2168
 LB2168                          STATION DESCRIPTION
 LB2168
 LB2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2168'STATION IS LOCATED ON THE PROPERTY OF CYRIL ALTEPETER ALONG THE SOUTH
 LB2168'SIDE OF STATE HIGHWAY 352 ABOUT 3-1/2 MILES EAST OF BOSWELL AND
 LB2168'ABOUT 3 MILES WEST OF OXFORD.  IT IS 84 FEET NORTHWEST OF THE
 LB2168'NORTHWEST CORNER OF A BARN, 23 FEET SOUTH OF THE CENTER OF THE
 LB2168'HIGHWAY AND 3 FEET SOUTH OF A FENCE AND WHITE WITNESS POST.  THE
 LB2168'MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED CHASE 1955.
 LB2168'
 LB2168'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 9
 LB2168'FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTH OF THE FENCE.
 LB2168'THE MARK IS FLUSH AND THE DISK IS STAMPED CHASE NO 1 1955.
 LB2168'
 LB2168'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LB2168'BARN AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2168'STAMPED CHASE NO 2 1955.
 LB2168'
 LB2168'BENCH MARK T 100 WAS USED AS AN AZIMUTH MARK.  IT IS 45 FEET SOUTH OF
 LB2168'THE SOUTH RAIL OF A RAILROAD TRACK, 28 FEET WEST OF THE CENTER OF A
 LB2168'PAVED ROAD, 10 FEET WEST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 LB2168'FENCE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST PROJECTING ABOUT 4
 LB2168'INCHES WITH A U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK IN
 LB2168'THE TOP STAMPED T 100 1946.
 LB2168'
 LB2168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 352
 LB2168'AT THE WEST EDGE OF OXFORD, GO WEST ON HIGHWAY 352 FOR 3.05 MILES
 LB2168'TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2168'
 LB2168'TO REACH BENCH MARK T 100 FROM THE STATION, GO WEST ON HIGHWAY 352
 LB2168'FOR 0.45 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO SOUTH ON PAVED
 LB2168'ROAD FOR 0.05 MILE TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT
 LB2168'AS DESCRIBED.
 LB2168'
 LB2168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2229 ***********************************************************************
 LB2229  DESIGNATION -  CHATTER
 LB2229  PID         -  LB2229
 LB2229  STATE/COUNTY-  IN/WARREN
 LB2229  COUNTRY     -  US
 LB2229  USGS QUAD   -  PINE VILLAGE (2019)
 LB2229
 LB2229                         *CURRENT SURVEY CONTROL
 LB2229  ______________________________________________________________________
 LB2229* NAD 83(1997) POSITION- 40 25 03.96467(N) 087 15 32.02239(W)   ADJUSTED
 LB2229* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 LB2229  ______________________________________________________________________
 LB2229  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 LB2229  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LB2229  HORZ ORDER      -  SECOND
 LB2229
 LB2229.The horizontal coordinates were established by classical geodetic methods
 LB2229.and adjusted by the National Geodetic Survey in May 1999.
 LB2229
 LB2229.The orthometric height was scaled from a topographic map.
 LB2229
 LB2229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2229.GEOID18 height accuracy estimate available here.
 LB2229
 LB2229.Click photographs - Photos may exist for this station.
 LB2229
 LB2229.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2229
 LB2229. The following values were computed from the NAD 83(1997) position.
 LB2229
 LB2229;                    North         East     Units Scale Factor Converg.
 LB2229;SPC IN W     -   573,919.282   885,100.358   MT  0.99996940   -0 06 49.8
 LB2229;SPC IN W     - 1,882,933.51  2,903,866.76   sFT  0.99996940   -0 06 49.8
 LB2229;UTM  16      - 4,474,159.228   478,036.044   MT  0.99960594   -0 10 04.3
 LB2229
 LB2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2229!SPC IN W     -   0.99996854  x   0.99996940  =   0.99993794
 LB2229!UTM  16      -   0.99996854  x   0.99960594  =   0.99957449
 LB2229
 LB2229:                Primary Azimuth Mark                     Grid Az
 LB2229:SPC IN W     -  ELM                                      201 53 19.1
 LB2229:UTM  16      -  ELM                                      201 56 33.6
 LB2229
 LB2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7803674159(NAD 83)
 LB2229
 LB2229|---------------------------------------------------------------------|
 LB2229| PID    Reference Object                     Distance      Geod. Az  |
 LB2229|                                                           dddmmss.s |
 LB2229| LB1731 L 97                                 32.193 METERS 02215     |
 LB2229| CM2867 CHATTER RM 2                         13.249 METERS 05336     |
 LB2229| LB2235 ELM                                 APPROX.12.8 KM 2014629.3 |
 LB2229| CM2866 CHATTER RM 1                         34.381 METERS 26703     |
 LB2229| CM2865 CHATTER AZ MK                                      3590038.3 |
 LB2229|---------------------------------------------------------------------|
 LB2229
 LB2229                          SUPERSEDED SURVEY CONTROL
 LB2229
 LB2229  NAD 83(1986)-  40 25 03.97313(N)    087 15 32.03217(W) AD(       ) 2
 LB2229  NAD 27      -  40 25 03.83780(N)    087 15 31.99370(W) AD(       ) 2
 LB2229
 LB2229.Superseded values are not recommended for survey control.
 LB2229
 LB2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2229.See file dsdata.pdf to determine how the superseded data were derived.
 LB2229
 LB2229_MARKER: DS = TRIANGULATION STATION DISK
 LB2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2229_STAMPING: CHATTER 1955
 LB2229_MARK LOGO: CGS
 LB2229_PROJECTION: FLUSH
 LB2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2229+STABILITY: SURFACE MOTION
 LB2229
 LB2229  HISTORY     - Date     Condition        Report By
 LB2229  HISTORY     - 1955     MONUMENTED       CGS
 LB2229  HISTORY     - 1968     GOOD             CGS
 LB2229
 LB2229                          STATION DESCRIPTION
 LB2229
 LB2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2229'STATION IS LOCATED ABOUT 2 MILES SOUTH OF PINE VILLAGE IN THE
 LB2229'SOUTHEAST ANGLE OF CROSSROAD AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 81
 LB2229'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 55 AND GRAVELED ROAD,
 LB2229'71 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 64 FEET EAST OF THE
 LB2229'CENTER OF STATE HIGHWAY 55, 38 FEET NORTH OF A BOARD GATE INTO LANE
 LB2229'AND 11 FEET WEST OF FENCE LINE AND WHITE WITNESS POST.  THE MARK
 LB2229'IS FLUSH AND THE DISK IS STAMPED CHATTER 1955.
 LB2229'
 LB2229'REFERENCE MARK NO. 1 IS 73 FEET SOUTH OF THE CENTER OF GRAVELED ROAD,
 LB2229'43 FEET WEST OF THE CENTER OF STATE HIGHWAY 55 AND 2 FEET EAST OF
 LB2229'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHATTER NO 1
 LB2229'1955.
 LB2229'
 LB2229'BENCH MARK L 97 WAS USED AS REFERENCE MARK NO. 2.  IT IS SET IN THE
 LB2229'NORTHEAST ANGLE OF CROSSROAD, 79 FEET EAST OF THE CENTER OF STATE
 LB2229'HIGHWAY 55, 29 FEET NORTH OF THE CENTER OF GRAVELED ROAD AND 22
 LB2229'FEET NORTHWEST OF FENCE CORNER AND POWER LINE POLE.  THE MARK IS A
 LB2229'STANDARD U. S. C. AND G. SURVEY BENCH MARK DISK SET IN THE TOP OF A
 LB2229'10X10 INCH CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS
 LB2229'STAMPED L 97 1946.
 LB2229'
 LB2229'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF STATE HIGHWAY 55,
 LB2229'2-1/2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF FENCE
 LB2229'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHATTER 1955.
 LB2229'
 LB2229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 55
 LB2229'IN PINE VILLAGE, GO SOUTH ON STATE HIGHWAY 55 FOR 1.9 MILES TO THE
 LB2229'AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH ON
 LB2229'HIGHWAY FOR 0.5 MILE TO CROSSROAD AND STATION IN THE SOUTHEAST ANGLE
 LB2229'AS DESCRIBED.
 LB2229'
 LB2229'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2229
 LB2229                          STATION RECOVERY (1968)
 LB2229
 LB2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2229'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 LB2229'AS DESCRIBED AND IN GOOD CONDITION.  BENCH MARK L 97 1946 WAS FOUND
 LB2229'WITH THE TOP PORTION OF THE MONUMENT AND DISK SHEARED OFF AND
 LB2229'SHOULD BE CONSIDERED AS LOST.  THE LINE OF SIGHT TO THE AZIMUTH
 LB2229'MARK IS OBSTRUCTED BY AN APPLE TREE IN A FENCE LINE AND COULD
 LB2229'NOT BE TAKEN AT THIS TIME.  A SMALL ERROR WAS FOUND IN THE DISTANCE
 LB2229'TO REFERENCE MARK 1.  THE DESCRIPTION IS GOOD WITH THE ADDITION OF
 LB2229'THE BELOW INFORMATION.  A NEW REFERENCE MARK WAS ALSO
 LB2229'SET.
 LB2229'
 LB2229'A METAL WITNESS POST WAS SET BESIDE THE WOODEN WITNESS POST.
 LB2229'
 LB2229'REFERENCE MARK 1 IS 4 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 LB2229'SOUTHEAST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A CONCRETE
 LB2229'RIGHT-OF-WAY MARKER.  THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF
 LB2229'THE GROUND.
 LB2229'
 LB2229'REFERENCE MARK 2 IS 45 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 LB2229'ROAD, 40 FEET NORTHEAST OF THE METAL WITNESS POST, 23 FEET SOUTHWEST
 LB2229'OF A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT NORTHWEST OF A FENCE.
 LB2229'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CHATTER
 LB2229'1955 NO 2 1968.
 LB2229'
 LB2229'THE AZIMUTH MARK IS 2 FEET SOUTH OF A METAL WITNESS POST.
 LB2229'
 LB2229'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2229'
 LB2229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 LB2229'PINE VILLAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1709 ***********************************************************************
 HZ1709  DESIGNATION -  CHELSEA
 HZ1709  PID         -  HZ1709
 HZ1709  STATE/COUNTY-  IN/JEFFERSON
 HZ1709  COUNTRY     -  US
 HZ1709  USGS QUAD   -  KENT (2019)
 HZ1709
 HZ1709                         *CURRENT SURVEY CONTROL
 HZ1709  ______________________________________________________________________
 HZ1709* NAD 83(1997) POSITION- 38 39 25.32994(N) 085 31 31.22157(W)   ADJUSTED
 HZ1709* NAVD 88 ORTHO HEIGHT -   241.823 (meters)      793.38  (feet) ADJUSTED
 HZ1709  ______________________________________________________________________
 HZ1709  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 HZ1709  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 HZ1709  DYNAMIC HEIGHT  -        241.662 (meters)      792.85  (feet) COMP
 HZ1709  MODELED GRAVITY -    979,957.9   (mgal)                       NAVD 88
 HZ1709
 HZ1709  HORZ ORDER      -  SECOND
 HZ1709  VERT ORDER      -  FIRST     CLASS II
 HZ1709
 HZ1709.The horizontal coordinates were established by classical geodetic methods
 HZ1709.and adjusted by the National Geodetic Survey in May 1999.
 HZ1709
 HZ1709.The orthometric height was determined by differential leveling and
 HZ1709.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1709.in June 1991.
 HZ1709
 HZ1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1709.GEOID18 height accuracy estimate available here.
 HZ1709
 HZ1709.Click photographs - Photos may exist for this station.
 HZ1709
 HZ1709.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1709
 HZ1709.The dynamic height is computed by dividing the NAVD 88
 HZ1709.geopotential number by the normal gravity value computed on the
 HZ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1709.degrees latitude (g = 980.6199 gals.).
 HZ1709
 HZ1709.The modeled gravity was interpolated from observed gravity values.
 HZ1709
 HZ1709. The following values were computed from the NAD 83(1997) position.
 HZ1709
 HZ1709;                    North         East     Units Scale Factor Converg.
 HZ1709;SPC IN E     -   378,433.856   112,301.154   MT  0.99996853   +0 05 17.8
 HZ1709;SPC IN E     - 1,241,578.41    368,441.37   sFT  0.99996853   +0 05 17.8
 HZ1709;SPC KY1Z     - 1,257,922.976 1,519,555.084   MT  0.99999769   +0 08 16.6
 HZ1709;SPC KY1Z     - 4,127,035.63  4,985,406.97   sFT  0.99999769   +0 08 16.6
 HZ1709;SPC KY N     -   129,197.400   388,997.737   MT  0.99996755   -0 47 36.0
 HZ1709;SPC KY N     -   423,875.14  1,276,236.74   sFT  0.99996755   -0 47 36.0
 HZ1709;UTM  16      - 4,279,750.199   628,310.751   MT  0.99980274   +0 55 16.6
 HZ1709
 HZ1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1709!SPC IN E     -   0.99996736  x   0.99996853  =   0.99993589
 HZ1709!SPC KY1Z     -   0.99996736  x   0.99999769  =   0.99996505
 HZ1709!SPC KY N     -   0.99996736  x   0.99996755  =   0.99993491
 HZ1709!UTM  16      -   0.99996736  x   0.99980274  =   0.99977011
 HZ1709
 HZ1709:                Primary Azimuth Mark                     Grid Az
 HZ1709:SPC IN E     -  CHELSEA AZ MK                            002 28 24.2
 HZ1709:SPC KY1Z     -  CHELSEA AZ MK                            002 25 25.4
 HZ1709:SPC KY N     -  CHELSEA AZ MK                            003 21 18.0
 HZ1709:UTM  16      -  CHELSEA AZ MK                            001 38 25.4
 HZ1709
 HZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2831079750(NAD 83)
 HZ1709
 HZ1709|---------------------------------------------------------------------|
 HZ1709| PID    Reference Object                     Distance      Geod. Az  |
 HZ1709|                                                           dddmmss.s |
 HZ1709| HZ1707 CHELSEA AZ MK                                      0023342.0 |
 HZ1709| HZ1710 CHELSEA RM 1                         28.937 METERS 16145     |
 HZ1709| HZ1708 CHELSEA RM 2                         26.918 METERS 29253     |
 HZ1709|---------------------------------------------------------------------|
 HZ1709
 HZ1709                          SUPERSEDED SURVEY CONTROL
 HZ1709
 HZ1709  NAD 83(1995)-  38 39 25.33041(N)    085 31 31.21960(W) AD(       ) 2
 HZ1709  NAD 83(1993)-  38 39 25.33041(N)    085 31 31.21985(W) AD(       ) 2
 HZ1709  NAD 83(1986)-  38 39 25.33224(N)    085 31 31.22608(W) AD(       ) 2
 HZ1709  NAD 27      -  38 39 25.11500(N)    085 31 31.36700(W) AD(       ) 2
 HZ1709  NGVD 29 (??/??/92)  241.981  (m)          793.90   (f) ADJ UNCH    1 2
 HZ1709  NGVD 29             241.98   (m)          793.9    (f) LEVELING    3  
 HZ1709
 HZ1709.Superseded values are not recommended for survey control.
 HZ1709
 HZ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1709.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1709
 HZ1709_MARKER: DS = TRIANGULATION STATION DISK
 HZ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1709_STAMPING: CHELSEA 1947
 HZ1709_MARK LOGO: CGS
 HZ1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1709+STABILITY: SURFACE MOTION
 HZ1709
 HZ1709  HISTORY     - Date     Condition        Report By
 HZ1709  HISTORY     - 1947     MONUMENTED       CGS
 HZ1709  HISTORY     - 1965     GOOD             CGS
 HZ1709  HISTORY     - 1965     GOOD             CGS
 HZ1709  HISTORY     - 1976     GOOD             NGS
 HZ1709
 HZ1709                          STATION DESCRIPTION
 HZ1709
 HZ1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1709'STATION IS 0.5 MILE NO.  FROM THE MACADAM CROSS ROAD IN CHELSEA VIA
 HZ1709'STATE HIGHWAY 62, AT THE EAST SIDE OF CHELSEA PARK, ON LAND
 HZ1709'OWNED BY JAMES FLINT, 135 FEET WEST-SOUTHWEST OF CHELSEA PARK
 HZ1709'SANDWICH SHOP, 70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 49
 HZ1709'FEET SOUTHWEST OF A WIRE GATE, AND 29 FEET WEST OF THE EAST FENCE OF
 HZ1709'THE PARK. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 HZ1709'CHELSEA 1947.
 HZ1709'
 HZ1709'REFERENCE MARK NO. 1 IS 94.90 FEET SOUTH-SOUTHEAST OF THE STATION AND
 HZ1709'1 FOOT WEST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ1709'DISK IS STAMPED CHELSEA NO. 1 1947.
 HZ1709'
 HZ1709'REFERENCE MARK NO. 2 IS 88.29 FEET WEST-NORTHWEST OF THE STATION AND
 HZ1709'30 FEET WEST-SOUTHWEST OF A 20-INCH OAK. THE MARK IS FLUSH,
 HZ1709'AND THE DISK IS STAMPED CHELSEA NO 2 1947.
 HZ1709'
 HZ1709'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 38 FEET EAST OF THE
 HZ1709'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF A TELEPHONE POLE,
 HZ1709'AND 2 FEET SOUTH OF AN UNPAINTED WITNESS POST. THE MARK PROJECTS 8
 HZ1709'INCHES, AND THE DISK IS STAMPED CHELSEA 1947.
 HZ1709'
 HZ1709'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1709
 HZ1709                          STATION RECOVERY (1965)
 HZ1709
 HZ1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1709'THE STATION MARK, STAMPED CHELSEA 1947, IS ABOUT 3.2 MILES WEST
 HZ1709'ALONG STATE HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT
 HZ1709'HANOVER, THENCE 3.75 MILES SOUTH ALONG STATE HIGHWAY 62, IN SECTION
 HZ1709'33, T 3 N, R 9 E, ABOUT 0.45 MILE NORTH OF AN INTERSECTION OF THE
 HZ1709'HIGHWAY AND A ROAD, ON THE EAST SIDE OF A SMALL PARK, 135 FEET
 HZ1709'WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER
 HZ1709'OF A PARK BUILDING, 70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HZ1709'49 FEET SOUTHWEST OF THE CENTER OF A GATE, 29 FEET WEST OF A
 HZ1709'FENCE, 29.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HZ1709'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1709'GROUND.
 HZ1709'
 HZ1709'R.M. 1, STAMPED CHELSEA NO 1 1947, IS 94.9 FEET SOUTH OF THE STATION
 HZ1709'MARK, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTH
 HZ1709'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE
 HZ1709'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HZ1709'INCHES.
 HZ1709'
 HZ1709'R.M. 2, STAMPED CHELSEA NO 2 1947, IS 88.3 FEET WEST-NORTHWEST OF
 HZ1709'THE STATION MARK, 150 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HZ1709'110 FEET WEST OF THE CENTER OF A GATE, 30 FEET WEST-SOUTHWEST OF A
 HZ1709'24-INCH OAK TREE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 HZ1709'A CONCRETE POST FLUSH WITH THE GROUND.
 HZ1709
 HZ1709                          STATION RECOVERY (1965)
 HZ1709
 HZ1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1709'6.9 MI SW FROM HANOVER.
 HZ1709'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1709'METHODIST CHURCH AT HANOVER, THENCE 3.75 MILES SOUTH ALONG
 HZ1709'STATE HIGHWAY 62, OR ABOUT 6.7 MILES NORTH ALONG STATE HIGHWAY
 HZ1709'62 FROM THE SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 33,
 HZ1709'T 3 N, R 9 E, ABOUT 0.45 MILE NORTH OF AN INTERSECTION OF THE
 HZ1709'HIGHWAY AND A ROAD, ON THE EAST SIDE OF A SMALL PARK, 135 FEET
 HZ1709'WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 HZ1709'CORNER OF A PARK BUILDING, 70 FEET WEST OF THE CENTER LINE OF THE
 HZ1709'HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER OF A GATE, 29 FEET
 HZ1709'WEST OF A FENCE, 29.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 HZ1709'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1709'FLUSH WITH THE GROUND.
 HZ1709
 HZ1709                          STATION RECOVERY (1976)
 HZ1709
 HZ1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ1709'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 HZ1709'IN GOOD CONDITION AND AS DESCRIBED.  THE DISTANCE TO REFERENCE MARK
 HZ1709'1 WAS FOUND TO BE LONGER BY 0.04 FOOT AND THE DIRECTION WAS LESS BY
 HZ1709'2 MINUTES AND 38 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS
 HZ1709'LONGER BY 0.03 FOOT AND THE DIRECTION WAS GREATER BY 1 MINUTE AND
 HZ1709'20 SECONDS.
 HZ1709'
 HZ1709'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITION
 HZ1709'OF METAL WITNESS POST AT THE STATION AND AZIMUTH MARK.  THE STATION
 HZ1709'IS 30 FEET WEST OF A METAL WITNESS POST AND THE AZIMUTH MARK IS 1
 HZ1709'FOOT NORTH OF A METAL WITNESS POST.
 HZ1709'
 HZ1709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHELSEA.
 HZ1709'
 HZ1709'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1707 ***********************************************************************
 HZ1707  DESIGNATION -  CHELSEA AZ MK
 HZ1707  PID         -  HZ1707
 HZ1707  STATE/COUNTY-  IN/JEFFERSON
 HZ1707  COUNTRY     -  US
 HZ1707  USGS QUAD   -  KENT (2019)
 HZ1707
 HZ1707                         *CURRENT SURVEY CONTROL
 HZ1707  ______________________________________________________________________
 HZ1707* NAD 83(1986) POSITION- 38 39 43.     (N) 085 31 31.     (W)   SCALED
 HZ1707* NAVD 88 ORTHO HEIGHT -   241.526 (meters)      792.41  (feet) ADJUSTED
 HZ1707  ______________________________________________________________________
 HZ1707  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 HZ1707  DYNAMIC HEIGHT  -        241.365 (meters)      791.88  (feet) COMP
 HZ1707  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 HZ1707
 HZ1707  VERT ORDER      -  FIRST     CLASS II
 HZ1707
 HZ1707.The horizontal coordinates were scaled from a map and have
 HZ1707.an estimated accuracy of +/- 6 seconds.
 HZ1707
 HZ1707.The orthometric height was determined by differential leveling and
 HZ1707.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1707.in June 1991.
 HZ1707
 HZ1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1707.GEOID18 height accuracy estimate available here.
 HZ1707
 HZ1707.Click photographs - Photos may exist for this station.
 HZ1707
 HZ1707.The dynamic height is computed by dividing the NAVD 88
 HZ1707.geopotential number by the normal gravity value computed on the
 HZ1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1707.degrees latitude (g = 980.6199 gals.).
 HZ1707
 HZ1707.The modeled gravity was interpolated from observed gravity values.
 HZ1707
 HZ1707;                    North         East    Units  Estimated Accuracy
 HZ1707;SPC IN E     -   378,980.      112,310.      MT  (+/- 180 meters Scaled)
 HZ1707
 HZ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283802(NAD 83)
 HZ1707
 HZ1707                          SUPERSEDED SURVEY CONTROL
 HZ1707
 HZ1707  NGVD 29 (??/??/92)  241.684  (m)          792.92   (f) ADJ UNCH    1 2
 HZ1707
 HZ1707.Superseded values are not recommended for survey control.
 HZ1707
 HZ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1707.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1707
 HZ1707_MARKER: DZ = AZIMUTH MARK DISK
 HZ1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1707_STAMPING: CHELSEA 1947
 HZ1707_MARK LOGO: CGS
 HZ1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1707+STABILITY: SURFACE MOTION
 HZ1707
 HZ1707  HISTORY     - Date     Condition        Report By
 HZ1707  HISTORY     - 1947     MONUMENTED       CGS
 HZ1707  HISTORY     - 1965     GOOD             CGS
 HZ1707
 HZ1707                          STATION DESCRIPTION
 HZ1707
 HZ1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1707'6.5 MI SW FROM HANOVER.
 HZ1707'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1707'METHODIST CHURCH AT HANVOER, THENCE 3.35 MILES SOUTH ALONG
 HZ1707'STATE HIGHWAY 62 ABOUT 0.1 MILE NORTH OF A STEEL POWER LINE
 HZ1707'TOWER, IN SECTION 33, T 3 N, R 9 E, ABOUT 100 YARDS NORTH OF A
 HZ1707'HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET
 HZ1707'SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 HZ1707'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1707'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1710 ***********************************************************************
 HZ1710  DESIGNATION -  CHELSEA RM 1
 HZ1710  PID         -  HZ1710
 HZ1710  STATE/COUNTY-  IN/JEFFERSON
 HZ1710  COUNTRY     -  US
 HZ1710  USGS QUAD   -  KENT (2019)
 HZ1710
 HZ1710                         *CURRENT SURVEY CONTROL
 HZ1710  ______________________________________________________________________
 HZ1710* NAD 83(1986) POSITION- 38 39 24.44   (N) 085 31 30.85   (W)   HD_HELD1
 HZ1710* NAVD 88 ORTHO HEIGHT -   242.078 (meters)      794.22  (feet) ADJUSTED
 HZ1710  ______________________________________________________________________
 HZ1710  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 HZ1710  DYNAMIC HEIGHT  -        241.917 (meters)      793.69  (feet) COMP
 HZ1710  MODELED GRAVITY -    979,957.9   (mgal)                       NAVD 88
 HZ1710
 HZ1710  VERT ORDER      -  FIRST     CLASS II
 HZ1710
 HZ1710.The horizontal coordinates were determined by differentially corrected
 HZ1710.hand held GPS observations or other comparable positioning techniques
 HZ1710.and have an estimated accuracy of +/- 3 meters.
 HZ1710
 HZ1710.The orthometric height was determined by differential leveling and
 HZ1710.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1710.in June 1991.
 HZ1710
 HZ1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1710.GEOID18 height accuracy estimate available here.
 HZ1710
 HZ1710.Click photographs - Photos may exist for this station.
 HZ1710
 HZ1710.The dynamic height is computed by dividing the NAVD 88
 HZ1710.geopotential number by the normal gravity value computed on the
 HZ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1710.degrees latitude (g = 980.6199 gals.).
 HZ1710
 HZ1710.The modeled gravity was interpolated from observed gravity values.
 HZ1710
 HZ1710;                    North         East    Units  Estimated Accuracy
 HZ1710;SPC IN E     -   378,406.4     112,310.2     MT  (+/- 3 meters HH1 GPS) 
 HZ1710
 HZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2832079722(NAD 83)
 HZ1710
 HZ1710                          SUPERSEDED SURVEY CONTROL
 HZ1710
 HZ1710  NGVD 29 (??/??/92)  242.236  (m)          794.74   (f) ADJ UNCH    1 2
 HZ1710
 HZ1710.Superseded values are not recommended for survey control.
 HZ1710
 HZ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1710.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1710
 HZ1710_MARKER: DR = REFERENCE MARK DISK
 HZ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1710_STAMPING: CHELSEA NO 1 1947
 HZ1710_MARK LOGO: CGS
 HZ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1710+STABILITY: SURFACE MOTION
 HZ1710
 HZ1710  HISTORY     - Date     Condition        Report By
 HZ1710  HISTORY     - 1947     MONUMENTED       CGS
 HZ1710  HISTORY     - 1965     GOOD             CGS
 HZ1710
 HZ1710                          STATION DESCRIPTION
 HZ1710
 HZ1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1710'6.9 MI SW FROM HANOVER.
 HZ1710'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1710'METHODIST CHURCH AT HANOVER, THENCE 3.75 MILES SOUTH ALONG
 HZ1710'STATE HIGHWAY 62, IN SECTION 33, T 3 N, R 9 E, 94.9 FEET
 HZ1710'SOUTH OF CHELSEA 1947, 40 FEET WEST OF THE CENTER LINE OF THE
 HZ1710'HIGHWAY, 46 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A
 HZ1710'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1710'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1708 ***********************************************************************
 HZ1708  DESIGNATION -  CHELSEA RM 2
 HZ1708  PID         -  HZ1708
 HZ1708  STATE/COUNTY-  IN/JEFFERSON
 HZ1708  COUNTRY     -  US
 HZ1708  USGS QUAD   -  KENT (2019)
 HZ1708
 HZ1708                         *CURRENT SURVEY CONTROL
 HZ1708  ______________________________________________________________________
 HZ1708* NAD 83(1986) POSITION- 38 39 25.67   (N) 085 31 32.25   (W)   HD_HELD1
 HZ1708* NAVD 88 ORTHO HEIGHT -   241.747 (meters)      793.13  (feet) ADJUSTED
 HZ1708  ______________________________________________________________________
 HZ1708  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 HZ1708  DYNAMIC HEIGHT  -        241.587 (meters)      792.61  (feet) COMP
 HZ1708  MODELED GRAVITY -    979,957.9   (mgal)                       NAVD 88
 HZ1708
 HZ1708  VERT ORDER      -  FIRST     CLASS II
 HZ1708
 HZ1708.The horizontal coordinates were determined by differentially corrected
 HZ1708.hand held GPS observations or other comparable positioning techniques
 HZ1708.and have an estimated accuracy of +/- 3 meters.
 HZ1708
 HZ1708.The orthometric height was determined by differential leveling and
 HZ1708.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1708.in June 1991.
 HZ1708
 HZ1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1708.GEOID18 height accuracy estimate available here.
 HZ1708
 HZ1708.Click photographs - Photos may exist for this station.
 HZ1708
 HZ1708.The dynamic height is computed by dividing the NAVD 88
 HZ1708.geopotential number by the normal gravity value computed on the
 HZ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1708.degrees latitude (g = 980.6199 gals.).
 HZ1708
 HZ1708.The modeled gravity was interpolated from observed gravity values.
 HZ1708
 HZ1708;                    North         East    Units  Estimated Accuracy
 HZ1708;SPC IN E     -   378,444.3     112,276.3     MT  (+/- 3 meters HH1 GPS) 
 HZ1708
 HZ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2828579760(NAD 83)
 HZ1708
 HZ1708                          SUPERSEDED SURVEY CONTROL
 HZ1708
 HZ1708  NGVD 29 (??/??/92)  241.906  (m)          793.65   (f) ADJ UNCH    1 2
 HZ1708
 HZ1708.Superseded values are not recommended for survey control.
 HZ1708
 HZ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1708.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1708
 HZ1708_MARKER: DR = REFERENCE MARK DISK
 HZ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1708_STAMPING: CHELSEA NO 2 1947
 HZ1708_MARK LOGO: CGS
 HZ1708_PROJECTION: FLUSH
 HZ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1708+STABILITY: SURFACE MOTION
 HZ1708
 HZ1708  HISTORY     - Date     Condition        Report By
 HZ1708  HISTORY     - 1947     MONUMENTED       CGS
 HZ1708  HISTORY     - 1965     GOOD             CGS
 HZ1708
 HZ1708                          STATION DESCRIPTION
 HZ1708
 HZ1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1708'6.9 MI SW FROM HANOVER.
 HZ1708'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1708'METHODIST CHURCH AT HANOVER, THENCE 3.75 MILES SOUTH ALONG
 HZ1708'STATE HIGHWAY 62, IN SECTION 33, T 3 N, R 9 E, 88.3 FEET
 HZ1708'WEST-NORTHWEST OF CHELSEA 1947, 150 FEET WEST OF THE CENTER
 HZ1708'LINE OF THE HIGHWAY, 110 FEET WEST OF THE CENTER OF A GATE, 30 FEET
 HZ1708'WEST-SOUTHWEST OF A 24-INCH OAK TREE, ABOUT LEVEL WITH THE
 HZ1708'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1708'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2030 ***********************************************************************
 LA2030  DESIGNATION -  CHESTER
 LA2030  PID         -  LA2030
 LA2030  STATE/COUNTY-  IN/WELLS
 LA2030  COUNTRY     -  US
 LA2030  USGS QUAD   -  MONTPELIER (2019)
 LA2030
 LA2030                         *CURRENT SURVEY CONTROL
 LA2030  ______________________________________________________________________
 LA2030* NAD 83(1997) POSITION- 40 36 36.92298(N) 085 16 41.35437(W)   ADJUSTED
 LA2030* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2030  ______________________________________________________________________
 LA2030  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 LA2030  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 LA2030  HORZ ORDER      -  THIRD
 LA2030
 LA2030.The horizontal coordinates were established by classical geodetic methods
 LA2030.and adjusted by the National Geodetic Survey in May 1999.
 LA2030
 LA2030.The orthometric height was scaled from a topographic map.
 LA2030
 LA2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2030.GEOID18 height accuracy estimate available here.
 LA2030
 LA2030.Click photographs - Photos may exist for this station.
 LA2030
 LA2030.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2030
 LA2030. The following values were computed from the NAD 83(1997) position.
 LA2030
 LA2030;                    North         East     Units Scale Factor Converg.
 LA2030;SPC IN E     -   595,351.113   132,878.315   MT  0.99997997   +0 15 10.4
 LA2030;SPC IN E     - 1,953,247.78    435,951.61   sFT  0.99997997   +0 15 10.4
 LA2030;UTM  16      - 4,496,918.184   645,662.915   MT  0.99986117   +1 07 15.5
 LA2030
 LA2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2030!SPC IN E     -   0.99996363  x   0.99997997  =   0.99994361
 LA2030!UTM  16      -   0.99996363  x   0.99986117  =   0.99982481
 LA2030
 LA2030:                Primary Azimuth Mark                     Grid Az
 LA2030:SPC IN E     -  CHESTER AZ MK                            355 14 20.4
 LA2030:UTM  16      -  CHESTER AZ MK                            354 22 15.3
 LA2030
 LA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4566296918(NAD 83)
 LA2030
 LA2030|---------------------------------------------------------------------|
 LA2030| PID    Reference Object                     Distance      Geod. Az  |
 LA2030|                                                           dddmmss.s |
 LA2030| CC8426 CHESTER RM 2                         23.850 METERS 28103     |
 LA2030| CC8427 CHESTER RM 3                         18.847 METERS 34824     |
 LA2030| CC8425 CHESTER RM 1                         27.154 METERS 35508     |
 LA2030| CC8424 CHESTER AZ MK                                      3552930.8 |
 LA2030|---------------------------------------------------------------------|
 LA2030
 LA2030                          SUPERSEDED SURVEY CONTROL
 LA2030
 LA2030  NAD 83(1995)-  40 36 36.92310(N)    085 16 41.36602(W) AD(       ) 3
 LA2030  NAD 83(1986)-  40 36 36.92572(N)    085 16 41.36913(W) AD(       ) 3
 LA2030  NAD 27      -  40 36 36.75940(N)    085 16 41.49560(W) AD(       ) 3
 LA2030
 LA2030.Superseded values are not recommended for survey control.
 LA2030
 LA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2030.See file dsdata.pdf to determine how the superseded data were derived.
 LA2030
 LA2030_MARKER: DS = TRIANGULATION STATION DISK
 LA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2030_STAMPING: CHESTER 1955
 LA2030_MARK LOGO: CGS
 LA2030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2030+STABILITY: SURFACE MOTION
 LA2030
 LA2030  HISTORY     - Date     Condition        Report By
 LA2030  HISTORY     - 1955     MONUMENTED       CGS
 LA2030  HISTORY     - 1977     GOOD             NGS
 LA2030  HISTORY     - 19830321 GOOD             NGS
 LA2030
 LA2030                          STATION DESCRIPTION
 LA2030
 LA2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2030'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BLUFFTON, 9 MILES
 LA2030'SOUTHEAST OF WARREN AND 4 MILES NORTH OF MONTPELIER.  IT IS 117 FEET
 LA2030'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME CHURCH, 40 FEET EAST OF
 LA2030'THE CENTERLINE OF STATE HIGHWAY 303, 39 FEET SOUTH OF A POWERLINE POLE
 LA2030'AND 3 FEET NORTHEAST OF A 4 INCH X 4 INCH WITNESS POST.  THE STATION
 LA2030'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CHESTER 1955.
 LA2030'
 LA2030'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303 IN
 LA2030'MONTPELIER, GO NORTH ON STATE HIGHWAY 303 FOR 3.8 MILES TO STATION ON
 LA2030'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE NORTH FOR
 LA2030'0.25 MILES TO THE MARK ON THE LEFT.
 LA2030'
 LA2030'REFERENCE MARK 1 IS 50 FEET NORTH OF THE POWER LINE POLE AND 34 FEET
 LA2030'EAST OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 LA2030'IS STAMPED CHESTER NO 1 1955.
 LA2030'
 LA2030'REFERENCE MARK 2 IS 36 FEET WEST OF THE HIGHWAY AND 15 FEET NORTH OF A
 LA2030'TRANSFORMER POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2030'STAMPED CHESTER NO 2 1955.
 LA2030'
 LA2030'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3
 LA2030'FEET EAST OF A FENCE LINE AND 2 FEET WEST OF A 4 INCH X 4 INCH WITNESS
 LA2030'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CHESTER
 LA2030'1955.
 LA2030'
 LA2030'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2030
 LA2030                          STATION RECOVERY (1977)
 LA2030
 LA2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2030'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 LA2030'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY
 LA2030'UNDERGROUND UTILITYS.  REFERENCE MARK 3 WAS SET AT THIS TIME.  THE
 LA2030'DISTANCE AND THE DIRECTION TO REFERENCE MARK 2 CHECKED.  THE 1955
 LA2030'DESCRIPTION AND TO REACH ARE ADEQUATE FOR RECOVERY.  A METAL
 LA2030'WITNESS POST WAS SET AT THE AZIMUTH MARK.
 LA2030'
 LA2030'REFERENCE MARK 3 IS CEMENTED IN A DRILL HOLE IN A CONCRETE ABUTEMENT
 LA2030'AND NEAR THE CENTER.  IT IS 26 FEET NORTHWEST OF POWER POLE NO.
 LA2030'78-144 AND 12 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY OF THE CHURCH.
 LA2030'THE DISK IS STAMPED CHESTER 1955 NO 3 1977.
 LA2030'
 LA2030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 LA2030'MONTEPELIER.
 LA2030
 LA2030                          STATION RECOVERY (1983)
 LA2030
 LA2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LA2030'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 LA2030'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH
 LA2030'REFERENCE MARKS CHECKED THE OLD DATA.  DUE TO ROAD CONSTRUCTION
 LA2030'REFERENCE MARK 3 WAS DESTROYED AND REFERENCE MARK 4 WAS ESTABLISHED AT
 LA2030'THIS TIME.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE EXCEPT
 LA2030'THAT STATE HIGHWAY 303 IS NOW COUNTY ROUTE 300 W (OLD 303)
 LA2030'
 LA2030'THE STATION IS LOCATED IN THE FRONT YARD OF THE CHESTER CENTER
 LA2030'CHRISTIAN CHURCH, BUT ON HIGHWAY RIGHT-OF-WAY.  THE STATION IS A
 LA2030'STANDARD NGS DISK STAMPED,---CHESTER 1955---, SET INTO THE TOP OF A
 LA2030'ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH
 LA2030'GROUND.  THE STATION IS LOCATED 35.66 METERS (116.99 FT) SOUTHWEST
 LA2030'FROM THE SOUTHWEST CORNER OF CHURCH, 12.19 METERS (39.99 FT) EAST FROM
 LA2030'THE APPROXIMATE CENTER OF COUNTY ROUTE 300W (OLD 303)  11.89 METERS
 LA2030'(39.01 FT) SOUTH FROM A UTILITY POLE AND 0.30 METERS (0.98 FT) WEST
 LA2030'FROM A WITNESS POST.
 LA2030'
 LA2030'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED,
 LA2030'---CHESTER NO 2 1955---, SET INTO THE TOP OF A ROUND CONCRETE
 LA2030'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 LA2030'STATION IS LOCATED 10.97 METERS (35.99 FT) WEST FROM THE APPROXIMATE
 LA2030'CENTER OF COUNTY ROUTE 300W (OLD 303) 4.57 METERS (14.99 FT) NORTH
 LA2030'FROM A UTILITY POLE WITH TRANSFORMER AND 38.10 METERS (125.00 FT)
 LA2030'SOUTH FROM THE APPROXIMATE CENTER OF COUNTY ROUTE 900S, AND 0.61
 LA2030'METERS (2.00 FT) LOWR THAN THE STATION.
 LA2030'
 LA2030'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 LA2030'---CHESTER 1955 NO 3 1977---, CEMENTED IN DRILL HOLE IN A CONCRETE
 LA2030'ABUTMENT.  NOTE, THIS MARK NOW DESTROYED.  REFERENCE MARK NO 4 IS A
 LA2030'STANDARD NGS DISK STAMPED,---CHESTER 1955 NO 4 1983---, SET INTO THE
 LA2030'TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH,
 LA2030'WITH GROUND.  THE STATION IS LOCATED 11.83 METERS (38.81 FT) EAST FROM
 LA2030'THE APPROXIMATE CENTER OF COUNTY ROUTE 3003 (OLD 303)  30.05 METERS
 LA2030'(98.59 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF CHURCH, 10.97
 LA2030'METERS (35.99 FT) SOUTH FROM THE APPROXIMATE CENTER OF ENTRANCE DRIVE
 LA2030'TO CHURCH AND 0.61 METERS (2.00 FT) SOUTH FROM A UTILITY POLE, AND
 LA2030'0.15 METERS (0.49 FT) HIGHER THAN THE STATION.
 LA2030'
 LA2030'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED,---CHESTER 1955---,
 LA2030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN
 LA2030'DIAMETER, PROJECTING, 6 INCHES, 18 CM ABOVE THE GROUND.  THE STATION
 LA2030'IS LOCATED 8.84 METERS (29.00 FT) SOUTH FROM A UTILITY POLE WITH
 LA2030'TRANSFORMER, 11.64 METERS (38.19 FT) WEST FROM THE APPROXIMATE CENTER
 LA2030'OF COUNTY ROUTE 300W (OLD 303) 0.43 METERS (1.41 FT) NORTH FROM A
 LA2030'METAL WITNESS POST AND 6.71 METERS (22.01 FT) SOUTH FROM A FENCE
 LA2030'CORNER.
 LA2030'
 LA2030'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON COUNTY ROUTE
 LA2030'300W (OLD 303) FOR 0.25 MILES (0.40 KM) TO MARK ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2474 ***********************************************************************
 ME2474  DESIGNATION -  CHESTER RESET
 ME2474  PID         -  ME2474
 ME2474  STATE/COUNTY-  IN/PORTER
 ME2474  COUNTRY     -  US
 ME2474  USGS QUAD   -  CHESTERTON (2019)
 ME2474
 ME2474                         *CURRENT SURVEY CONTROL
 ME2474  ______________________________________________________________________
 ME2474* NAD 83(1997) POSITION- 41 34 55.60682(N) 087 02 42.78949(W)   ADJUSTED
 ME2474* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 ME2474  ______________________________________________________________________
 ME2474  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 ME2474  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 ME2474  HORZ ORDER      -  SECOND
 ME2474
 ME2474.The horizontal coordinates were established by classical geodetic methods
 ME2474.and adjusted by the National Geodetic Survey in May 1999.
 ME2474
 ME2474.The orthometric height was scaled from a topographic map.
 ME2474
 ME2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2474.GEOID18 height accuracy estimate available here.
 ME2474
 ME2474.Click photographs - Photos may exist for this station.
 ME2474
 ME2474.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2474
 ME2474. The following values were computed from the NAD 83(1997) position.
 ME2474
 ME2474;                    North         East     Units Scale Factor Converg.
 ME2474;SPC IN W     -   703,205.945   903,178.246   MT  0.99996679   +0 01 31.1
 ME2474;SPC IN W     - 2,307,101.50  2,963,177.30   sFT  0.99996679   +0 01 31.1
 ME2474;UTM  16      - 4,603,381.392   496,230.643   MT  0.99960017   -0 01 48.0
 ME2474
 ME2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2474!SPC IN W     -   0.99997205  x   0.99996679  =   0.99993884
 ME2474!UTM  16      -   0.99997205  x   0.99960017  =   0.99957223
 ME2474
 ME2474:                Primary Azimuth Mark                     Grid Az
 ME2474:SPC IN W     -  CHESTER AZ MK 2                          003 38 40.2
 ME2474:UTM  16      -  CHESTER AZ MK 2                          003 41 59.3
 ME2474
 ME2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9623003381(NAD 83)
 ME2474
 ME2474|---------------------------------------------------------------------|
 ME2474| PID    Reference Object                     Distance      Geod. Az  |
 ME2474|                                                           dddmmss.s |
 ME2474| CM3295 CHESTER AZ MK 2                                    0034011.3 |
 ME2474| CM3294 CHESTER AZ MK                                      0043735.2 |
 ME2474| AE8463 CHESTER RM 1                         13.687 METERS 00948     |
 ME2474| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX. 5.8 KM 1710130.5 |
 ME2474| CM3296 CHESTER RM 2                         13.162 METERS 18530     |
 ME2474| CM3297 CHESTER RM 3                          7.215 METERS 18915     |
 ME2474|---------------------------------------------------------------------|
 ME2474
 ME2474                          SUPERSEDED SURVEY CONTROL
 ME2474
 ME2474  NAD 83(1994)-  41 34 55.61215(N)    087 02 42.79022(W) AD(       ) 2
 ME2474  NAD 83(1986)-  41 34 55.61230(N)    087 02 42.79006(W) AD(       ) 2
 ME2474  NAD 27      -  41 34 55.47380(N)    087 02 42.67350(W) AD(       ) 2
 ME2474
 ME2474.Superseded values are not recommended for survey control.
 ME2474
 ME2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2474.See file dsdata.pdf to determine how the superseded data were derived.
 ME2474
 ME2474_MARKER: DS = TRIANGULATION STATION DISK
 ME2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2474_STAMPING: CHESTER 1952 1970
 ME2474_MARK LOGO: CGS
 ME2474_PROJECTION: FLUSH
 ME2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2474+STABILITY: SURFACE MOTION
 ME2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2474+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2023
 ME2474
 ME2474  HISTORY     - Date     Condition        Report By
 ME2474  HISTORY     - 1952     MONUMENTED       CGS
 ME2474  HISTORY     - 1970     GOOD             NGS
 ME2474  HISTORY     - 1971     GOOD             NGS
 ME2474  HISTORY     - 20040301 GOOD             USI
 ME2474  HISTORY     - 20050214 GOOD             LFA
 ME2474  HISTORY     - 20230321 GOOD             IN-127
 ME2474
 ME2474                          STATION DESCRIPTION
 ME2474
 ME2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2474'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 49 ABOUT 8
 ME2474'MILES NORTH OF VALPARAISO, 2 1/2 MILES NORTH OF THE JUNCTION OF
 ME2474'HIGHWAY 49 AND U.S. HIGHWAY 6 AND 2 MILES SOUTH OF CHESTERTON.  IT IS
 ME2474'34 FEET EAST OF THE CENTER OF HIGHWAY 49, 3 FEET WEST OF A FENCE AND 3
 ME2474'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2474'DISK IS STAMPED CHESTER 1952.
 ME2474'
 ME2474'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2474'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2474'CHESTER NO 1 1952.
 ME2474'
 ME2474'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2474'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2474'CHESTER NO 2 1952.
 ME2474'
 ME2474'AZIMUTH MARK IS 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 ME2474'HOUSE, 27 FEET WEST OF THE CENTER OF HIGHWAY 49, 2 FEET SOUTHEAST OF A
 ME2474'POWER POLE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2474'ABOUT 6 INCHES AND THE DISK IS STAMPED CHESTER 1952.
 ME2474'
 ME2474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND U.S.
 ME2474'HIGHWAY 6, WHICH IS ABOUT 5 1/2 MILES NORTH OF VALPARAISO, GO NORTH ON
 ME2474'HIGHWAY 49 FOR 2.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2474'CONTINUE NORTH ON THE HIGHWAY FOR 0.2 MILES TO THE AZIMUTH MARK ON THE
 ME2474'LEFT AS DESCRIBED.
 ME2474'
 ME2474'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2474
 ME2474                          STATION RECOVERY (1970)
 ME2474
 ME2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2474'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 ME2474'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK FOUND
 ME2474'DESTROYED BY GRADING.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED
 ME2474'TO HAVE ALSO BEEN DESTROYED BY THE GRADING.  THE DISTANCE AND
 ME2474'DIRECTION TO REFERENCE MARK 1 CHECKED AS DID THE DIRECTION TO THE
 ME2474'MICRO-WAVE RELAY STATION.  A REFERENCE MARK 3 WAS SET.  A NEW
 ME2474'DESCRIPTION FOLLOWS SINCE ROAD CONSTRUCTION WILL CHANGE THE STATION
 ME2474'SITE.
 ME2474'
 ME2474'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF VALPARAISO, 2-1/2 MILES
 ME2474'NORTH OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 49, 0.6 MILE
 ME2474'NORTH OF THE JUNCTION OF HIGHWAY 49 AND INTERSTATE HIGHWAY 80, 90, ON
 ME2474'THE WEST SIDE OF HIGHWAY 48, 1 FOOT NORTH OF A METAL WITNESS POST, 33
 ME2474'FEET EAST OF THE CENTERLINE OF A FRONTAGE ROAD, 70 FEET WEST OF THE
 ME2474'CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY 49 (BEING BUILT AT THE
 ME2474'PRESENT TIME).  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2474'CHESTER 1952 1970.
 ME2474'
 ME2474'REFERENCE MARK 1 IS 33 FEET EAST OF THE CENTERLINE OF THE FRONTAGE
 ME2474'ROAD, 70 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 ME2474'HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS
 ME2474'FLUSH AND THE DISK IS STAMPED CHESTER NO 1 1952.
 ME2474'
 ME2474'REFERENCE MARK 3 IS 33 FEET EAST OF THE CENTERLINE OF THE FRONTAGE
 ME2474'ROAD, 70 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 ME2474'HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 ME2474'PROJECTS 3 INCHES AND THE DISK IS STAMPED CHESTER 1952 NO 3 1970.
 ME2474'
 ME2474'THE AZIMUTH MARK IS 0.15 MILE NORTH ALONG THE FRONTAGE ROAD FROM THE
 ME2474'STATION, 16 FEET EAST OF A POWER POLE, 27 FEET WEST OF THE CENTERLINE
 ME2474'OF THE ROAD AND 26 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE
 ME2474'MONUMENT PROJECTS 1 FOOT AND THE DISK IS STAMPED CHESTER 1952.
 ME2474'
 ME2474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES SOUTH
 ME2474'OF CHESTERTON
 ME2474'
 ME2474'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
 ME2474
 ME2474                          STATION RECOVERY (1971)
 ME2474
 ME2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2474'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN
 ME2474'GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 ME2474'AND WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.  THE V.G. OBJECTS
 ME2474'WERE OBSTRUCTED BY THICK HAZE AND COULD NOT BE TAKEN.  SINCE THE
 ME2474'STATION WAS REPAIRED AND OCCUPIED IN 1970 IT WAS NOT DEEMED NECESSARY
 ME2474'TO OBSERVE OR MEASURE THE REFERENCE MARKS.  THE 1970 RECOVERY NOTE IS
 ME2474'GOOD WITH THE ADDITION OF THE BELOW INFORMATION ON THE NEW AZIMUTH
 ME2474'MARK.
 ME2474'
 ME2474'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 24
 ME2474'FEET WEST OF THE CENTERLINE OF HIGHWAY 49 FRONTAGE ROAD, 11 FEET
 ME2474'NORTHWEST OF THE NORTH END OF A METAL CULVERT, 1 FOOT NORTHEAST OF A
 ME2474'METAL WITNESS POST, AT HIGHWAY STATION NO 246 PLUS 50 AND 9 FEET SOUTH
 ME2474'OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2474'CHESTER 1952 1971.
 ME2474'
 ME2474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES SOUTH
 ME2474'OF CHESTERTON
 ME2474'
 ME2474'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
 ME2474
 ME2474                          STATION RECOVERY (2004)
 ME2474
 ME2474'RECOVERY NOTE BY USI CONSULTANTS INC 2004
 ME2474'RECOVERED IN GOOD CONDITION.
 ME2474
 ME2474                          STATION RECOVERY (2005)
 ME2474
 ME2474'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2005 (SST)
 ME2474'FOUND IN IN GOOD CONDITION.
 ME2474
 ME2474                          STATION RECOVERY (2023)
 ME2474
 ME2474'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME2474'THE MARK IS LOCATED 0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF STATE
 ME2474'HIGHWAY 49 BYPASS AND INTERSTATE HIGHWAY 80, 90 (TOLL ROAD), AT THE
 ME2474'INTERSECTION OF C.R. 100 EAST AND FRONTAGE ROAD (OLD STATE HIGHWAY
 ME2474'49).  STATION IS LOCATED 66.9 FT (20.4 M) WEST OF THE CENTERLINE OF 49
 ME2474'BYPASS, 123.0 FT (37.5 M) NORTH OF THE CENTERLINE OF C.R. 100 EAST,
 ME2474'32.0 FT (9.8 M) EAST OF FRONTAGE RD.  (OLD SR 49), 44.45 FT (13.5 M)
 ME2474'SOUTHERLY OF CHESTER REFERENCE MARK 1, 19.8 FT (6.0 M) WEST OF WIRE
 ME2474'R.O.W. FENCE, 78.4 FT (23.9 M) NORTHEAST OF UTILITY POLE NO. 226-264.
 ME2474'STATION IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8463 ***********************************************************************
 AE8463  CBN         -  This is a Cooperative Base Network Control Station.
 AE8463  DESIGNATION -  CHESTER RM 1
 AE8463  PID         -  AE8463
 AE8463  STATE/COUNTY-  IN/PORTER
 AE8463  COUNTRY     -  US
 AE8463  USGS QUAD   -  CHESTERTON (2019)
 AE8463
 AE8463                         *CURRENT SURVEY CONTROL
 AE8463  ______________________________________________________________________
 AE8463* NAD 83(2011) POSITION- 41 34 56.04948(N) 087 02 42.68947(W)   ADJUSTED
 AE8463* NAD 83(2011) ELLIP HT-   176.901 (meters)        (06/27/12)   ADJUSTED
 AE8463* NAD 83(2011) EPOCH   -  2010.00
 AE8463* NAVD 88 ORTHO HEIGHT -   210.6   (meters)      691.    (feet) GPS OBS
 AE8463  ______________________________________________________________________
 AE8463  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8463  GEOID HEIGHT    -        -33.605 (meters)                     GEOID96
 AE8463  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 AE8463  NAD 83(2011) X  -    246,300.438 (meters)                     COMP
 AE8463  NAD 83(2011) Y  - -4,771,701.049 (meters)                     COMP
 AE8463  NAD 83(2011) Z  -  4,211,125.898 (meters)                     COMP
 AE8463  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 AE8463
 AE8463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8463  Standards:
 AE8463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8463  -------------------------------------------------------------------
 AE8463  NETWORK    1.08   2.29           0.51   0.33   1.17     -0.05973588
 AE8463  -------------------------------------------------------------------
 AE8463  Click here for local accuracies and other accuracy information.
 AE8463
 AE8463.The horizontal coordinates were established by GPS observations
 AE8463.and adjusted by the National Geodetic Survey in June 2012.
 AE8463
 AE8463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8463.been affixed to the stable North American tectonic plate. See 
 AE8463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8463
 AE8463.The horizontal coordinates are valid at the epoch date displayed above
 AE8463.which is a decimal equivalence of Year/Month/Day.
 AE8463
 AE8463.The orthometric height was determined by GPS observations and a
 AE8463.high-resolution geoid model.
 AE8463
 AE8463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8463.GEOID18 height accuracy estimate available here.
 AE8463
 AE8463.Click photographs - Photos may exist for this station.
 AE8463
 AE8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8463
 AE8463.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8463
 AE8463.The ellipsoidal height was determined by GPS observations
 AE8463.and is referenced to NAD 83.
 AE8463
 AE8463. The following values were computed from the NAD 83(2011) position.
 AE8463
 AE8463;                    North         East     Units Scale Factor Converg.
 AE8463;SPC IN W     -   703,219.602   903,180.557   MT  0.99996679   +0 01 31.1
 AE8463;SPC IN W     - 2,307,146.31  2,963,184.88   sFT  0.99996679   +0 01 31.1
 AE8463;UTM  16      - 4,603,395.042   496,232.966   MT  0.99960017   -0 01 48.0
 AE8463
 AE8463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8463!SPC IN W     -   0.99997225  x   0.99996679  =   0.99993904
 AE8463!UTM  16      -   0.99997225  x   0.99960017  =   0.99957244
 AE8463
 AE8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9623203395(NAD 83)
 AE8463
 AE8463                          SUPERSEDED SURVEY CONTROL
 AE8463
 AE8463  NAD 83(2007)-  41 34 56.04957(N)    087 02 42.69041(W) AD(2002.00) 0
 AE8463  ELLIP H (02/10/07)  176.922  (m)                       GP(2002.00)    
 AE8463  NAD 83(1997)-  41 34 56.04968(N)    087 02 42.69055(W) AD(       ) B
 AE8463  ELLIP H (04/10/98)  176.933  (m)                       GP(       ) 4 1
 AE8463
 AE8463.Superseded values are not recommended for survey control.
 AE8463
 AE8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8463.See file dsdata.pdf to determine how the superseded data were derived.
 AE8463
 AE8463_MARKER: DR = REFERENCE MARK DISK
 AE8463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8463_STAMPING: CHESTER NO 1 1952
 AE8463_MARK LOGO: CGS
 AE8463_PROJECTION: FLUSH
 AE8463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8463+STABILITY: SURFACE MOTION
 AE8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8463+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 AE8463
 AE8463  HISTORY     - Date     Condition        Report By
 AE8463  HISTORY     - 1952     MONUMENTED       CGS
 AE8463  HISTORY     - 19970815 GOOD             SEC
 AE8463
 AE8463                          STATION DESCRIPTION
 AE8463
 AE8463'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8463'NO USABLE DESCRIPTIVE TEXT SUBMITTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2129 ***********************************************************************
 LA2129  DESIGNATION -  CHESTERFIELD MUNICIPAL TANK
 LA2129  PID         -  LA2129
 LA2129  STATE/COUNTY-  IN/MADISON
 LA2129  COUNTRY     -  US
 LA2129  USGS QUAD   -  MIDDLETOWN (2019)
 LA2129
 LA2129                         *CURRENT SURVEY CONTROL
 LA2129  ______________________________________________________________________
 LA2129* NAD 83(1997) POSITION- 40 06 33.72610(N) 085 35 54.07920(W)   ADJUSTED
 LA2129  ______________________________________________________________________
 LA2129  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 LA2129  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 LA2129  HORZ ORDER      -  THIRD
 LA2129
 LA2129.The horizontal coordinates were established by classical geodetic methods
 LA2129.and adjusted by the National Geodetic Survey in May 1999.
 LA2129
 LA2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2129.GEOID18 height accuracy estimate available here.
 LA2129
 LA2129.Click photographs - Photos may exist for this station.
 LA2129
 LA2129.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2129
 LA2129. The following values were computed from the NAD 83(1997) position.
 LA2129
 LA2129;                    North         East     Units Scale Factor Converg.
 LA2129;SPC IN E     -   539,663.259   105,823.857   MT  0.99996708   +0 02 38.4
 LA2129;SPC IN E     - 1,770,545.21    347,190.44   sFT  0.99996708   +0 02 38.4
 LA2129;UTM  16      - 4,440,837.587   619,454.920   MT  0.99977566   +0 54 11.2
 LA2129
 LA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1945440837(NAD 83)
 LA2129
 LA2129                          SUPERSEDED SURVEY CONTROL
 LA2129
 LA2129  NAD 83(1995)-  40 06 33.72635(N)    085 35 54.09102(W) AD(       ) 3
 LA2129  NAD 83(1986)-  40 06 33.72788(N)    085 35 54.09290(W) AD(       ) 3
 LA2129  NAD 27      -  40 06 33.56900(N)    085 35 54.19400(W) AD(       ) 3
 LA2129
 LA2129.Superseded values are not recommended for survey control.
 LA2129
 LA2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2129.See file dsdata.pdf to determine how the superseded data were derived.
 LA2129
 LA2129_MARKER: 51 = TANK
 LA2129
 LA2129  HISTORY     - Date     Condition        Report By
 LA2129  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2129
 LA2129                          STATION DESCRIPTION
 LA2129
 LA2129'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1688 ***********************************************************************
 HZ1688  DESIGNATION -  CHESTNUT RIDGE
 HZ1688  PID         -  HZ1688
 HZ1688  STATE/COUNTY-  IN/JACKSON
 HZ1688  COUNTRY     -  US
 HZ1688  USGS QUAD   -  CHESTNUT RIDGE (2019)
 HZ1688
 HZ1688                         *CURRENT SURVEY CONTROL
 HZ1688  ______________________________________________________________________
 HZ1688* NAD 83(1986) POSITION- 38 52 43.     (N) 085 51 36.     (W)   SCALED
 HZ1688* NAVD 88 ORTHO HEIGHT -   164.658 (meters)      540.22  (feet) ADJUSTED
 HZ1688  ______________________________________________________________________
 HZ1688  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 HZ1688  DYNAMIC HEIGHT  -        164.553 (meters)      539.87  (feet) COMP
 HZ1688  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 HZ1688
 HZ1688  VERT ORDER      -  SECOND    CLASS 0
 HZ1688
 HZ1688.The horizontal coordinates were scaled from a map and have
 HZ1688.an estimated accuracy of +/- 6 seconds.
 HZ1688
 HZ1688.The orthometric height was determined by differential leveling and
 HZ1688.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1688.in June 1991.
 HZ1688
 HZ1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1688.GEOID18 height accuracy estimate available here.
 HZ1688
 HZ1688.Click photographs - Photos may exist for this station.
 HZ1688
 HZ1688.The dynamic height is computed by dividing the NAVD 88
 HZ1688.geopotential number by the normal gravity value computed on the
 HZ1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1688.degrees latitude (g = 980.6199 gals.).
 HZ1688
 HZ1688.The modeled gravity was interpolated from observed gravity values.
 HZ1688
 HZ1688;                    North         East    Units  Estimated Accuracy
 HZ1688;SPC IN E     -   403,040.       83,220.      MT  (+/- 180 meters Scaled)
 HZ1688
 HZ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ988039(NAD 83)
 HZ1688
 HZ1688                          SUPERSEDED SURVEY CONTROL
 HZ1688
 HZ1688  NGVD 29 (??/??/92)  164.784  (m)          540.63   (f) ADJ UNCH    2 0
 HZ1688
 HZ1688.Superseded values are not recommended for survey control.
 HZ1688
 HZ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1688.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1688
 HZ1688_MARKER: DB = BENCH MARK DISK
 HZ1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1688_SP_SET: ABUTMENT
 HZ1688_STAMPING: CHESTNUT RIDGE 1934
 HZ1688_MARK LOGO: CGS
 HZ1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1688
 HZ1688  HISTORY     - Date     Condition        Report By
 HZ1688  HISTORY     - 1934     MONUMENTED       CGS
 HZ1688
 HZ1688                          STATION DESCRIPTION
 HZ1688
 HZ1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1688'5.7 MI S FROM SEYMOUR.
 HZ1688'5.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1688'STATION AT SEYMOUR, JACKSON COUNTY, 0.7 MILE SOUTH OF ELECTRIC
 HZ1688'CAR STATION CHESTNUT RIDGE, 0.3 MILE NORTH OF MILEPOST 65, AT
 HZ1688'BRIDGE NO. 64/70, IN THE TOP OF THE WEST END OF THE SOUTH
 HZ1688'ABUTMENT, 2.2 FEET WEST OF THE WEST RAIL, 8 INCHES EAST OF THE
 HZ1688'WEST END OF THE ABUTMENT, AND 3.7 FEET LOWER THAN THE TRACK.
 HZ1688'A STANDARD DISK, STAMPED CHESTNUT RIDGE 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2452 ***********************************************************************
 ME2452  DESIGNATION -  CHICAGO NEW YORK AWY BEACON 4B
 ME2452  PID         -  ME2452
 ME2452  STATE/COUNTY-  IN/LA PORTE
 ME2452  COUNTRY     -  US
 ME2452  USGS QUAD   -  WESTVILLE (2019)
 ME2452
 ME2452                         *CURRENT SURVEY CONTROL
 ME2452  ______________________________________________________________________
 ME2452* NAD 83(1997) POSITION- 41 33 46.93090(N) 086 53 52.01931(W)   ADJUSTED
 ME2452  ______________________________________________________________________
 ME2452  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 ME2452  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 ME2452  HORZ ORDER      -  THIRD
 ME2452
 ME2452.The horizontal coordinates were established by classical geodetic methods
 ME2452.and adjusted by the National Geodetic Survey in May 1999.
 ME2452
 ME2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2452.GEOID18 height accuracy estimate available here.
 ME2452
 ME2452.Click photographs - Photos may exist for this station.
 ME2452
 ME2452.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2452
 ME2452. The following values were computed from the NAD 83(1997) position.
 ME2452
 ME2452;                    North         East     Units Scale Factor Converg.
 ME2452;SPC IN W     -   701,103.193   915,477.185   MT  0.99996961   +0 07 23.2
 ME2452;SPC IN W     - 2,300,202.73  3,003,528.06   sFT  0.99996961   +0 07 23.2
 ME2452;UTM  16      - 4,601,267.548   508,523.025   MT  0.99960089   +0 04 04.1
 ME2452
 ME2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0852301267(NAD 83)
 ME2452
 ME2452                          SUPERSEDED SURVEY CONTROL
 ME2452
 ME2452  NAD 83(1994)-  41 33 46.93490(N)    086 53 52.02333(W) AD(       ) 3
 ME2452  NAD 83(1986)-  41 33 46.93455(N)    086 53 52.02342(W) AD(       ) 3
 ME2452  NAD 27      -  41 33 46.78700(N)    086 53 51.92400(W) AD(       ) 3
 ME2452
 ME2452.Superseded values are not recommended for survey control.
 ME2452
 ME2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2452.See file dsdata.pdf to determine how the superseded data were derived.
 ME2452
 ME2452_MARKER: 22 = AIRWAY BEACON
 ME2452
 ME2452  HISTORY     - Date     Condition        Report By
 ME2452  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2452
 ME2452                          STATION DESCRIPTION
 ME2452
 ME2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2452'STATION IS LOCATED 1 MILE NORTH OF WESTVILLE AND 0.2 MILE NORTHWEST
 ME2452'OF THE INTERSECTION OF
 ME2452'STATE HIGHWAYS NO. 43 AND NO. 2.  THE STATION IS A 4 LEGGED STEEL
 ME2452'STRUCTURE 60 FEET HIGH PAINTED RED
 ME2452'AND WHITE WITH A REVOLVING LIGHT ON THE TOP.  THE POINT
 ME2452'OBSERVED ON WAS THE REVOLVING LIGHT.
 ME2452'
 ME2452'THIS IS AN INTERSECTION STATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2313 ***********************************************************************
 HZ2313  DESIGNATION -  CHICK
 HZ2313  PID         -  HZ2313
 HZ2313  STATE/COUNTY-  IN/JEFFERSON
 HZ2313  COUNTRY     -  US
 HZ2313  USGS QUAD   -  KENT (2019)
 HZ2313
 HZ2313                         *CURRENT SURVEY CONTROL
 HZ2313  ______________________________________________________________________
 HZ2313* NAD 83(1997) POSITION- 38 42 45.77205(N) 085 30 58.52105(W)   ADJUSTED
 HZ2313* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 HZ2313  ______________________________________________________________________
 HZ2313  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 HZ2313  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 HZ2313  HORZ ORDER      -  THIRD
 HZ2313
 HZ2313.The horizontal coordinates were established by classical geodetic methods
 HZ2313.and adjusted by the National Geodetic Survey in May 1999.
 HZ2313
 HZ2313.The orthometric height was scaled from a topographic map.
 HZ2313
 HZ2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2313.GEOID18 height accuracy estimate available here.
 HZ2313
 HZ2313.Click photographs - Photos may exist for this station.
 HZ2313
 HZ2313.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2313
 HZ2313. The following values were computed from the NAD 83(1997) position.
 HZ2313
 HZ2313;                    North         East     Units Scale Factor Converg.
 HZ2313;SPC IN E     -   384,615.738   113,081.641   MT  0.99996877   +0 05 38.6
 HZ2313;SPC IN E     - 1,261,860.13    371,002.02   sFT  0.99996877   +0 05 38.6
 HZ2313;SPC KY1Z     - 1,264,105.752 1,520,330.252   MT  1.00001143   +0 08 36.6
 HZ2313;SPC KY1Z     - 4,147,320.29  4,987,950.17   sFT  1.00001143   +0 08 36.6
 HZ2313;SPC KY N     -   135,366.544   389,873.257   MT  0.99997123   -0 47 15.7
 HZ2313;SPC KY N     -   444,115.07  1,279,109.18   sFT  0.99997123   -0 47 15.7
 HZ2313;UTM  16      - 4,285,941.760   629,001.113   MT  0.99980493   +0 55 41.1
 HZ2313
 HZ2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2313!SPC IN E     -   0.99996831  x   0.99996877  =   0.99993708
 HZ2313!SPC KY1Z     -   0.99996831  x   1.00001143  =   0.99997974
 HZ2313!SPC KY N     -   0.99996831  x   0.99997123  =   0.99993954
 HZ2313!UTM  16      -   0.99996831  x   0.99980493  =   0.99977324
 HZ2313
 HZ2313:                Primary Azimuth Mark                     Grid Az
 HZ2313:SPC IN E     -  KENT                                     300 07 30.1
 HZ2313:SPC KY1Z     -  KENT                                     300 04 32.1
 HZ2313:SPC KY N     -  KENT                                     301 00 24.4
 HZ2313:UTM  16      -  KENT                                     299 17 27.6
 HZ2313
 HZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2900185941(NAD 83)
 HZ2313
 HZ2313|---------------------------------------------------------------------|
 HZ2313| PID    Reference Object                     Distance      Geod. Az  |
 HZ2313|                                                           dddmmss.s |
 HZ2313| HZ1701 CHICK RM 1                            7.990 METERS 04113     |
 HZ2313| HZ2048 HANOVER COLLEGE WATER TANK          APPROX. 4.6 KM 0861141.8 |
 HZ2313| HZ1700 CHICK AZ MK                                        0882906.8 |
 HZ2313| HZ1702 CHICK RM 2                           27.180 METERS 27222     |
 HZ2313| HZ2314 KENT                                APPROX. 5.6 KM 3001308.7 |
 HZ2313|---------------------------------------------------------------------|
 HZ2313
 HZ2313                          SUPERSEDED SURVEY CONTROL
 HZ2313
 HZ2313  NAD 83(1995)-  38 42 45.77194(N)    085 30 58.51843(W) AD(       ) 3
 HZ2313  NAD 83(1993)-  38 42 45.77201(N)    085 30 58.51879(W) AD(       ) 3
 HZ2313  NAD 83(1986)-  38 42 45.77339(N)    085 30 58.52496(W) AD(       ) 3
 HZ2313  NAD 27      -  38 42 45.55900(N)    085 30 58.66500(W) AD(       ) 3
 HZ2313
 HZ2313.Superseded values are not recommended for survey control.
 HZ2313
 HZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2313.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2313
 HZ2313_MARKER: DS = TRIANGULATION STATION DISK
 HZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2313_STAMPING: CHICK 1947
 HZ2313_MARK LOGO: CGS
 HZ2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2313+STABILITY: SURFACE MOTION
 HZ2313
 HZ2313  HISTORY     - Date     Condition        Report By
 HZ2313  HISTORY     - 1947     MONUMENTED       CGS
 HZ2313  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ2313  HISTORY     - 1977     GOOD             BRADY
 HZ2313  HISTORY     - 1980     GOOD             BRADY
 HZ2313
 HZ2313                          STATION DESCRIPTION
 HZ2313
 HZ2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2313'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF MADISON AND 2
 HZ2313'MILES WEST OF HANOVER ALONG STATE ROUTES 56 AND 62. IT IS 54 FEET
 HZ2313'NORTH OF THE CENTER LINE OF ROUTES 56 AND 62, AND 74 FEET EAST OF A
 HZ2313'BLACKTOP ROAD. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2313'STAMPED CHICK 1947.
 HZ2313'
 HZ2313'REFERENCE MARK NO. 1 IS 26.21 FEET NORTHEAST OF THE STATION, 69 FEET
 HZ2313'NORTH OF THE CENTER LINE OF ROUTES 56 AND 62, AND 3 FEET SOUTH
 HZ2313'OF A CULTIVATED FIELD. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ2313'STAMPED CHICK NO 1 1947.
 HZ2313'
 HZ2313'REFERENCE MARK NO. 2 IS 89.17 FEET NORTHWEST OF THE STATION, 2 FEET
 HZ2313'EAST OF A FENCE, 16 FEET WEST OF A BLACKTOP ROAD, AND 83
 HZ2313'FEET NORTH OF THE CENTERLINE OF ROUTES 56 AND 62. THE MARK PROJECTS 8
 HZ2313'INCHES, AND THE DISK IS STAMPED CHICK NO. 2 1947.
 HZ2313'
 HZ2313'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, AND 30 FEET NORTH
 HZ2313'OF THE CENTER LINE OF ROUTES 56 AND 62. THE MARK PROJECTS 6
 HZ2313'INCHES, AND THE DISK IS STAMPED CHICK 1947.
 HZ2313'
 HZ2313'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 7 AND 56 IN
 HZ2313'MADISON, GO WEST ON ROUTE 56 FOR 7.25 MILES TO THE AZIMUTH
 HZ2313'MARK ON THE RIGHT, CONTINUE WESTERLY FOR 0.25 ON ROUTE 56 AND 62 TO
 HZ2313'THE STATION ON THE RIGHT.
 HZ2313'
 HZ2313'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2313
 HZ2313                          STATION RECOVERY (1965)
 HZ2313
 HZ2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ2313'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 HZ2313'
 HZ2313'R.M. 1, STAMPED CHICK NO 1 1947, IS ABOUT 2.6 MILES WEST ALONG STATE
 HZ2313'HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT HANOVER, IN SECTION
 HZ2313'10, T 3 N, R 9 E, AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD
 HZ2313'LEADING NORTH, 68 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 92
 HZ2313'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 2 FEET
 HZ2313'SOUTH OF A FENCE, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 4
 HZ2313'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ2313'CONCRETE POST PROJECTING 6 INCHES.
 HZ2313'
 HZ2313'R.M. 2, STAMPED CHICK NO 2 1947, IS ABOUT 2.6 MILES WEST ALONG STATE
 HZ2313'HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT HANOVER, IN SECTION
 HZ2313'9, T 3 N, R 9 E, AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD
 HZ2313'LEADING NORTH, 83 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15
 HZ2313'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 14 FEET
 HZ2313'SOUTH OF A POWER POLE, 10 FEET NORTH OF A CORNER FENCE POST, 1 FOOT
 HZ2313'EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD LEADING NORTH, AND SET
 HZ2313'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HZ2313'
 HZ2313'THE AZIMUTH MARK, STAMPED CHICK 1947, IS ABOUT 2.35 MILES WEST ALONG
 HZ2313'STATE HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT HANOVER, IN
 HZ2313'SECTION 10, T 3 N, R 9 E, 29 FEET NORTH OF THE CENTER LINE OF THE
 HZ2313'HIGHWAY, 58 FEET EAST OF A POWER POLE, 1 FOOT WEST OF A METAL
 HZ2313'WITNESS ABOUT 3 FEET ABOVE THE LEVEL OF THE HGIHWAY, AND SET IN THE
 HZ2313'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ2313
 HZ2313                          STATION RECOVERY (1977)
 HZ2313
 HZ2313'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (JJ)
 HZ2313'CHICK 1977/1947 RECOVERED GOOD.
 HZ2313'
 HZ2313'CHICK 1947 (AZIM) RECOVERED GOOD.
 HZ2313'
 HZ2313'CHICK NO 1 1947 RECOVERED GOOD.
 HZ2313'
 HZ2313'CHICK NO 3 1977 RECOVERED GOOD.
 HZ2313'
 HZ2313'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES W. OF
 HZ2313'HANOVER.
 HZ2313
 HZ2313                          STATION RECOVERY (1980)
 HZ2313
 HZ2313'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1980 (RB)
 HZ2313'CHICK 1977/1947 RECOVERED GOOD.
 HZ2313'
 HZ2313'CHICK 1947 (AZIM) LEANING SLIGHTLY TO WEST, HAS BEEN FARMED
 HZ2313'OVER.
 HZ2313'
 HZ2313'REFERENCES NOT SEARCHED FOR.
 HZ2313'
 HZ2313'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES W. OF HANOVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1700 ***********************************************************************
 HZ1700  DESIGNATION -  CHICK AZ MK
 HZ1700  PID         -  HZ1700
 HZ1700  STATE/COUNTY-  IN/JEFFERSON
 HZ1700  COUNTRY     -  US
 HZ1700  USGS QUAD   -  KENT (2019)
 HZ1700
 HZ1700                         *CURRENT SURVEY CONTROL
 HZ1700  ______________________________________________________________________
 HZ1700* NAD 83(1986) POSITION- 38 42 46.10   (N) 085 30 42.74   (W)   HD_HELD1
 HZ1700* NAVD 88 ORTHO HEIGHT -   238.161 (meters)      781.37  (feet) ADJUSTED
 HZ1700  ______________________________________________________________________
 HZ1700  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 HZ1700  DYNAMIC HEIGHT  -        238.003 (meters)      780.85  (feet) COMP
 HZ1700  MODELED GRAVITY -    979,960.4   (mgal)                       NAVD 88
 HZ1700
 HZ1700  VERT ORDER      -  FIRST     CLASS II
 HZ1700
 HZ1700.The horizontal coordinates were determined by differentially corrected
 HZ1700.hand held GPS observations or other comparable positioning techniques
 HZ1700.and have an estimated accuracy of +/- 3 meters.
 HZ1700
 HZ1700.The orthometric height was determined by differential leveling and
 HZ1700.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1700.in June 1991.
 HZ1700
 HZ1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1700.GEOID18 height accuracy estimate available here.
 HZ1700
 HZ1700.Click photographs - Photos may exist for this station.
 HZ1700
 HZ1700.The dynamic height is computed by dividing the NAVD 88
 HZ1700.geopotential number by the normal gravity value computed on the
 HZ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1700.degrees latitude (g = 980.6199 gals.).
 HZ1700
 HZ1700.The modeled gravity was interpolated from observed gravity values.
 HZ1700
 HZ1700;                    North         East    Units  Estimated Accuracy
 HZ1700;SPC IN E     -   384,626.5     113,462.9     MT  (+/- 3 meters HH1 GPS) 
 HZ1700
 HZ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2938285958(NAD 83)
 HZ1700
 HZ1700                          SUPERSEDED SURVEY CONTROL
 HZ1700
 HZ1700  NGVD 29 (??/??/92)  238.322  (m)          781.89   (f) ADJ UNCH    1 2
 HZ1700
 HZ1700.Superseded values are not recommended for survey control.
 HZ1700
 HZ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1700.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1700
 HZ1700_MARKER: DZ = AZIMUTH MARK DISK
 HZ1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1700_STAMPING: CHICK 1947
 HZ1700_MARK LOGO: CGS
 HZ1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1700+STABILITY: SURFACE MOTION
 HZ1700
 HZ1700  HISTORY     - Date     Condition        Report By
 HZ1700  HISTORY     - 1947     MONUMENTED       CGS
 HZ1700  HISTORY     - 1965     GOOD             CGS
 HZ1700
 HZ1700                          STATION DESCRIPTION
 HZ1700
 HZ1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1700'2.4 MI W FROM HANOVER.
 HZ1700'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 AND THE
 HZ1700'METHODIST CHURCH AT HANOVER, IN SECTION 10, T 3 N, R 9 E, 29
 HZ1700'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF A
 HZ1700'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 HZ1700'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1700'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1701 ***********************************************************************
 HZ1701  DESIGNATION -  CHICK RM 1
 HZ1701  PID         -  HZ1701
 HZ1701  STATE/COUNTY-  IN/JEFFERSON
 HZ1701  COUNTRY     -  US
 HZ1701  USGS QUAD   -  KENT (2019)
 HZ1701
 HZ1701                         *CURRENT SURVEY CONTROL
 HZ1701  ______________________________________________________________________
 HZ1701* NAD 83(1986) POSITION- 38 42 45.97   (N) 085 30 58.30   (W)   HD_HELD1
 HZ1701* NAVD 88 ORTHO HEIGHT -   235.371 (meters)      772.21  (feet) ADJUSTED
 HZ1701  ______________________________________________________________________
 HZ1701  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 HZ1701  DYNAMIC HEIGHT  -        235.215 (meters)      771.70  (feet) COMP
 HZ1701  MODELED GRAVITY -    979,960.5   (mgal)                       NAVD 88
 HZ1701
 HZ1701  VERT ORDER      -  FIRST     CLASS II
 HZ1701
 HZ1701.The horizontal coordinates were determined by differentially corrected
 HZ1701.hand held GPS observations or other comparable positioning techniques
 HZ1701.and have an estimated accuracy of +/- 3 meters.
 HZ1701
 HZ1701.The orthometric height was determined by differential leveling and
 HZ1701.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1701.in June 1991.
 HZ1701
 HZ1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1701.GEOID18 height accuracy estimate available here.
 HZ1701
 HZ1701.Click photographs - Photos may exist for this station.
 HZ1701
 HZ1701.The dynamic height is computed by dividing the NAVD 88
 HZ1701.geopotential number by the normal gravity value computed on the
 HZ1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1701.degrees latitude (g = 980.6199 gals.).
 HZ1701
 HZ1701.The modeled gravity was interpolated from observed gravity values.
 HZ1701
 HZ1701;                    North         East    Units  Estimated Accuracy
 HZ1701;SPC IN E     -   384,621.9     113,087.0     MT  (+/- 3 meters HH1 GPS) 
 HZ1701
 HZ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2900685947(NAD 83)
 HZ1701
 HZ1701                          SUPERSEDED SURVEY CONTROL
 HZ1701
 HZ1701  NGVD 29 (??/??/92)  235.532  (m)          772.74   (f) ADJ UNCH    1 2
 HZ1701
 HZ1701.Superseded values are not recommended for survey control.
 HZ1701
 HZ1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1701.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1701
 HZ1701_MARKER: DR = REFERENCE MARK DISK
 HZ1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1701_STAMPING: CHICK NO 1 1947
 HZ1701_MARK LOGO: CGS
 HZ1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1701+STABILITY: SURFACE MOTION
 HZ1701
 HZ1701  HISTORY     - Date     Condition        Report By
 HZ1701  HISTORY     - 1947     MONUMENTED       CGS
 HZ1701  HISTORY     - 1965     GOOD             CGS
 HZ1701  HISTORY     - 1977     GOOD             LOCSUR
 HZ1701
 HZ1701                          STATION DESCRIPTION
 HZ1701
 HZ1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1701'2.6 MI W FROM HANOVER.
 HZ1701'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1701'METHODIST CHURCH AT HANOVER, AT A JUNCTION OF THE HIGHWAY AND A
 HZ1701'PAVED ROAD LEADING NORTH, IN SECTION 10, T 3 N, R 9 E, 68 FEET
 HZ1701'NORTH OF THE CENTER LINE OF THE HIGHWAY, 92 FEET EAST OF THE
 HZ1701'CENTER LINE OF THE ROAD LEADING NORTH, 2 FEET SOUTH OF A FENCE,
 HZ1701'0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 HZ1701'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1701'PROJECTING 6 INCHES.
 HZ1701
 HZ1701                          STATION RECOVERY (1977)
 HZ1701
 HZ1701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 HZ1701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1702 ***********************************************************************
 HZ1702  DESIGNATION -  CHICK RM 2
 HZ1702  PID         -  HZ1702
 HZ1702  STATE/COUNTY-  IN/JEFFERSON
 HZ1702  COUNTRY     -  US
 HZ1702  USGS QUAD   -  KENT (2019)
 HZ1702
 HZ1702                         *CURRENT SURVEY CONTROL
 HZ1702  ______________________________________________________________________
 HZ1702* NAD 83(1986) POSITION- 38 42 45.81   (N) 085 30 59.65   (W)   HD_HELD1
 HZ1702* NAVD 88 ORTHO HEIGHT -   235.617 (meters)      773.02  (feet) ADJUSTED
 HZ1702  ______________________________________________________________________
 HZ1702  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 HZ1702  DYNAMIC HEIGHT  -        235.461 (meters)      772.51  (feet) COMP
 HZ1702  MODELED GRAVITY -    979,960.5   (mgal)                       NAVD 88
 HZ1702
 HZ1702  VERT ORDER      -  FIRST     CLASS II
 HZ1702
 HZ1702.The horizontal coordinates were determined by differentially corrected
 HZ1702.hand held GPS observations or other comparable positioning techniques
 HZ1702.and have an estimated accuracy of +/- 3 meters.
 HZ1702
 HZ1702.The orthometric height was determined by differential leveling and
 HZ1702.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1702.in June 1991.
 HZ1702
 HZ1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1702.GEOID18 height accuracy estimate available here.
 HZ1702
 HZ1702.Click photographs - Photos may exist for this station.
 HZ1702
 HZ1702.The dynamic height is computed by dividing the NAVD 88
 HZ1702.geopotential number by the normal gravity value computed on the
 HZ1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1702.degrees latitude (g = 980.6199 gals.).
 HZ1702
 HZ1702.The modeled gravity was interpolated from observed gravity values.
 HZ1702
 HZ1702;                    North         East    Units  Estimated Accuracy
 HZ1702;SPC IN E     -   384,616.9     113,054.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1702
 HZ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2897385942(NAD 83)
 HZ1702
 HZ1702                          SUPERSEDED SURVEY CONTROL
 HZ1702
 HZ1702  NGVD 29 (??/??/92)  235.778  (m)          773.55   (f) ADJ UNCH    1 2
 HZ1702
 HZ1702.Superseded values are not recommended for survey control.
 HZ1702
 HZ1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1702.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1702
 HZ1702_MARKER: DR = REFERENCE MARK DISK
 HZ1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1702_STAMPING: CHICK NO 2 1947
 HZ1702_MARK LOGO: CGS
 HZ1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1702+STABILITY: SURFACE MOTION
 HZ1702
 HZ1702  HISTORY     - Date     Condition        Report By
 HZ1702  HISTORY     - 1947     MONUMENTED       CGS
 HZ1702  HISTORY     - 1965     GOOD             CGS
 HZ1702
 HZ1702                          STATION DESCRIPTION
 HZ1702
 HZ1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1702'2.6 MI W FROM HANOVER.
 HZ1702'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 56 AND 62 FROM THE
 HZ1702'METHODIST CHURCH AT HANOVER, AT A JUNCTION OF THE HIGHWAY AND A
 HZ1702'PAVED ROAD LEADING NORTH, IN SECTION 9, T 3 N, R 9 E, 83 FEET
 HZ1702'NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF THE
 HZ1702'CENTER LINE OF THE ROAD LEADING NORTH, 14 FEET SOUTH OF A POWER
 HZ1702'POLE, 10 FEET NORTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 HZ1702'FENCE, ABOUT LEVEL WITH THE ROAD LEADING NORTH, AND SET IN THE
 HZ1702'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2353 ***********************************************************************
 LB2353  DESIGNATION -  CHILI
 LB2353  PID         -  LB2353
 LB2353  STATE/COUNTY-  IN/MIAMI
 LB2353  COUNTRY     -  US
 LB2353  USGS QUAD   -  PERU (2019)
 LB2353
 LB2353                         *CURRENT SURVEY CONTROL
 LB2353  ______________________________________________________________________
 LB2353* NAD 83(1997) POSITION- 40 49 49.36992(N) 086 02 09.09516(W)   ADJUSTED
 LB2353* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LB2353  ______________________________________________________________________
 LB2353  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 LB2353  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 LB2353  HORZ ORDER      -  THIRD
 LB2353
 LB2353.The horizontal coordinates were established by classical geodetic methods
 LB2353.and adjusted by the National Geodetic Survey in May 1999.
 LB2353
 LB2353.The orthometric height was scaled from a topographic map.
 LB2353
 LB2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2353.GEOID18 height accuracy estimate available here.
 LB2353
 LB2353.Click photographs - Photos may exist for this station.
 LB2353
 LB2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2353
 LB2353. The following values were computed from the NAD 83(1997) position.
 LB2353
 LB2353;                    North         East     Units Scale Factor Converg.
 LB2353;SPC IN E     -   619,787.795    68,859.382   MT  0.99997860   -0 14 29.0
 LB2353;SPC IN E     - 2,033,420.46    225,916.16   sFT  0.99997860   -0 14 29.0
 LB2353;UTM  16      - 4,520,375.195   581,293.749   MT  0.99968134   +0 37 49.5
 LB2353
 LB2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2353!SPC IN E     -   0.99996836  x   0.99997860  =   0.99994696
 LB2353!UTM  16      -   0.99996836  x   0.99968134  =   0.99964971
 LB2353
 LB2353:                Primary Azimuth Mark                     Grid Az
 LB2353:SPC IN E     -  CHILI AZ MK                              355 07 23.9
 LB2353:UTM  16      -  CHILI AZ MK                              354 15 05.4
 LB2353
 LB2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8129320375(NAD 83)
 LB2353
 LB2353|---------------------------------------------------------------------|
 LB2353| PID    Reference Object                     Distance      Geod. Az  |
 LB2353|                                                           dddmmss.s |
 LB2353| CC8429 CHILI RM 1                           23.717 METERS 00109     |
 LB2353| CC8430 CHILI RM 2                           21.483 METERS 09155     |
 LB2353| CC8428 CHILI AZ MK                                        3545254.9 |
 LB2353|---------------------------------------------------------------------|
 LB2353
 LB2353                          SUPERSEDED SURVEY CONTROL
 LB2353
 LB2353  NAD 83(1986)-  40 49 49.37405(N)    086 02 09.10666(W) AD(       ) 3
 LB2353  NAD 27      -  40 49 49.22520(N)    086 02 09.12780(W) AD(       ) 3
 LB2353
 LB2353.Superseded values are not recommended for survey control.
 LB2353
 LB2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2353.See file dsdata.pdf to determine how the superseded data were derived.
 LB2353
 LB2353_MARKER: DS = TRIANGULATION STATION DISK
 LB2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2353_STAMPING: CHILI 1948
 LB2353_MARK LOGO: CGS
 LB2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2353+STABILITY: SURFACE MOTION
 LB2353
 LB2353  HISTORY     - Date     Condition        Report By
 LB2353  HISTORY     - 1948     MONUMENTED       CGS
 LB2353  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB2353
 LB2353                          STATION DESCRIPTION
 LB2353
 LB2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2353'THE STATION IS LOCATED 5 MILES NORTHEAST OF PERU, 3 MILES SOUTHEAST
 LB2353'OF DENVER AND 2 MILES SOUTH OF CHILI IN AN APPLE ORCHARD OWNED BY
 LB2353'W. W. DOUD.  IT IS 196 FEET NORTHEAST OF AN INTERSECTION OF STATE
 LB2353'HIGHWAY 19 AND A GRAVEL T-ROAD EAST, 82 FEET NORTH OF THE
 LB2353'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 81 FEET EAST OF THE
 LB2353'CENTER OF THE HIGHWAY AND 64 FEET NORTHEAST OF A TELEPHONE POLE AND A
 LB2353'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LB2353'STAMPED CHILI 1948.
 LB2353'
 LB2353'REFERENCE MARK NO. 1 IS 77.81 FEET NORTH OF THE STATION.  IT IS 82
 LB2353'FEET EAST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 3 INCHES
 LB2353'AND THE DISK IS STAMPED CHILI NO 1 1948.
 LB2353'
 LB2353'REFERENCE MARK NO. 2 IS 70.48 FEET EAST OF THE STATION.  IT IS 80
 LB2353'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 LB2353'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHILI NO 2 1948.
 LB2353'
 LB2353'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 23 FEET
 LB2353'WEST OF THE CENTER OF STATE HIGHWAY 19, 2 FEET SOUTH OF A WHITE
 LB2353'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 LB2353'4 INCHES AND THE DISK IS STAMPED CHILI 1948.
 LB2353'
 LB2353'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2353'HIGHWAY 19 IN THE EAST SECTION OF PERU GO NORTH ON HIGHWAY 19 FOR
 LB2353'5.65 MILES TO A GRAVEL T-ROAD EAST AND THE STATION ON THE RIGHT AS
 LB2353'DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON
 LB2353'THE LEFT AS DESCRIBED.
 LB2353'
 LB2353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2353
 LB2353                          STATION RECOVERY (1960)
 LB2353
 LB2353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2353'STATION WAS PROBABLY BURIED WITH CONSTRUCTION OF DRIVEWAY AND HOUSE.
 LB2353'
 LB2353'REFERENCE MARK 1 WAS NOT RECOVERED.
 LB2353'
 LB2353'REFERENCE MARK 2 OKAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0111 ***********************************************************************
 LB0111  DESIGNATION -  CHISELED CROSS
 LB0111  PID         -  LB0111
 LB0111  STATE/COUNTY-  IN/CASS
 LB0111  COUNTRY     -  US
 LB0111  USGS QUAD   -  CLYMERS (2019)
 LB0111
 LB0111                         *CURRENT SURVEY CONTROL
 LB0111  ______________________________________________________________________
 LB0111* NAD 83(1986) POSITION- 40 44 53.     (N) 086 22 38.     (W)   SCALED
 LB0111* NAVD 88 ORTHO HEIGHT -   182.45  (+/-2cm)      598.6   (feet) VERTCON3
 LB0111  ______________________________________________________________________
 LB0111  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 LB0111  VERT ORDER      -  THIRD (See Below)
 LB0111
 LB0111.The horizontal coordinates were scaled from a map and have
 LB0111.an estimated accuracy of +/- 6 seconds.
 LB0111
 LB0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB0111
 LB0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0111.GEOID18 height accuracy estimate available here.
 LB0111
 LB0111.The vertical order pertains to the NGVD 29 superseded value.
 LB0111
 LB0111.Click photographs - Photos may exist for this station.
 LB0111
 LB0111;                    North         East    Units  Estimated Accuracy
 LB0111;SPC IN E     -   610,820.       39,990.      MT  (+/- 180 meters Scaled)
 LB0111
 LB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL525109(NAD 83)
 LB0111
 LB0111                          SUPERSEDED SURVEY CONTROL
 LB0111
 LB0111  NGVD 29 (??/??/??)  182.57   (m)          599.0    (f) RESET       3  
 LB0111
 LB0111.Superseded values are not recommended for survey control.
 LB0111
 LB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0111.See file dsdata.pdf to determine how the superseded data were derived.
 LB0111
 LB0111_MARKER: X = CHISELED CROSS
 LB0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0111_SP_SET: BRIDGE COPING
 LB0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0111
 LB0111  HISTORY     - Date     Condition        Report By
 LB0111  HISTORY     - UNK      MONUMENTED       BRWE
 LB0111  HISTORY     - 1934     GOOD             CGS
 LB0111  HISTORY     - 1969     GOOD             BRADY
 LB0111
 LB0111                          STATION DESCRIPTION
 LB0111
 LB0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0111'AT LOGANSPORT.
 LB0111'AT THE CICOTT STREET BRIDGE OVER WABASH RIVER, ON THE WEST SIDE
 LB0111'OF THE NORTH END OF THE BRIDGE, ON THE TOP OF THE CONCRETE
 LB0111'COPING OF THE GUARDRAIL, AND 1 FOOT NORTH OF THE BASE OF THE
 LB0111'FIRST LAMP POST.  A CHISELED CROSS.
 LB0111
 LB0111                          STATION RECOVERY (1969)
 LB0111
 LB0111'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1056 ***********************************************************************
 ME1056  DESIGNATION -  CHISELED SQUARE
 ME1056  PID         -  ME1056
 ME1056  STATE/COUNTY-  IN/LAKE
 ME1056  COUNTRY     -  US
 ME1056  USGS QUAD   -  GARY (2019)
 ME1056
 ME1056                         *CURRENT SURVEY CONTROL
 ME1056  ______________________________________________________________________
 ME1056* NAD 83(1986) POSITION- 41 36 23.     (N) 087 20 12.     (W)   SCALED
 ME1056* NAVD 88 ORTHO HEIGHT -   186.035 (meters)      610.35  (feet) ADJUSTED
 ME1056  ______________________________________________________________________
 ME1056  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 ME1056  DYNAMIC HEIGHT  -        185.967 (meters)      610.13  (feet) COMP
 ME1056  MODELED GRAVITY -    980,251.8   (mgal)                       NAVD 88
 ME1056
 ME1056  VERT ORDER      -  FIRST     CLASS II
 ME1056
 ME1056.The horizontal coordinates were scaled from a map and have
 ME1056.an estimated accuracy of +/- 6 seconds.
 ME1056
 ME1056.The orthometric height was determined by differential leveling and
 ME1056.adjusted by the NATIONAL GEODETIC SURVEY
 ME1056.in June 1991.
 ME1056
 ME1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1056.GEOID18 height accuracy estimate available here.
 ME1056
 ME1056.Click photographs - Photos may exist for this station.
 ME1056
 ME1056.The dynamic height is computed by dividing the NAVD 88
 ME1056.geopotential number by the normal gravity value computed on the
 ME1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1056.degrees latitude (g = 980.6199 gals.).
 ME1056
 ME1056.The modeled gravity was interpolated from observed gravity values.
 ME1056
 ME1056;                    North         East    Units  Estimated Accuracy
 ME1056;SPC IN W     -   705,930.      878,880.      MT  (+/- 180 meters Scaled)
 ME1056
 ME1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 ME1056
 ME1056                          SUPERSEDED SURVEY CONTROL
 ME1056
 ME1056  NGVD 29 (??/??/92)  186.130  (m)          610.66   (f) ADJ UNCH    1 2
 ME1056
 ME1056.Superseded values are not recommended for survey control.
 ME1056
 ME1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1056.See file dsdata.pdf to determine how the superseded data were derived.
 ME1056
 ME1056_MARKER: Q = CHISELED SQUARE
 ME1056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1056_SP_SET: BRIDGE
 ME1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1056
 ME1056  HISTORY     - Date     Condition        Report By
 ME1056  HISTORY     - UNK      MONUMENTED       NONE
 ME1056  HISTORY     - 1934     GOOD             CGS
 ME1056
 ME1056                          STATION DESCRIPTION
 ME1056
 ME1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1056'AT GARY.
 ME1056'AT GARY, LAKE COUNTY, 35 YARDS NORTHWEST OF THE NEW YORK CENTRAL
 ME1056'RAILROAD STATION, AT THE BRIDGE OVER BROADWAY, ON THE NORTH
 ME1056'END OF THE EAST ABUTMENT, 14 YARDS NORTH OF THE NORTH RAIL OF THE
 ME1056'WEST-BOUND TRACK, AND ABOUT 14 FEET ABOVE THE STREET.  A CHISELED
 ME1056'SQUARE MARKED WITH THE LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1859 ***********************************************************************
 JZ1859  DESIGNATION -  CHISELED SQUARE 60.78
 JZ1859  PID         -  JZ1859
 JZ1859  STATE/COUNTY-  IN/RIPLEY
 JZ1859  COUNTRY     -  US
 JZ1859  USGS QUAD   -  HOLTON (2019)
 JZ1859
 JZ1859                         *CURRENT SURVEY CONTROL
 JZ1859  ______________________________________________________________________
 JZ1859* NAD 83(1986) POSITION- 39 04 01.     (N) 085 26 17.     (W)   SCALED
 JZ1859* NAVD 88 ORTHO HEIGHT -   257.660 (meters)      845.34  (feet) POSTED
 JZ1859  ______________________________________________________________________
 JZ1859  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ1859  DYNAMIC HEIGHT  -        257.49  (meters)      844.8   (feet) COMP
 JZ1859  MODELED GRAVITY -    979,973.8   (mgal)                       NAVD 88
 JZ1859
 JZ1859  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1859
 JZ1859.The horizontal coordinates were scaled from a map and have
 JZ1859.an estimated accuracy of +/- 6 seconds.
 JZ1859
 JZ1859.The orthometric height was determined by differential leveling
 JZ1859.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1859
 JZ1859.* This is a POSTED BENCH MARK height.
 JZ1859
 JZ1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1859.GEOID18 height accuracy estimate available here.
 JZ1859
 JZ1859.Click photographs - Photos may exist for this station.
 JZ1859
 JZ1859.The dynamic height is computed by dividing the NAVD 88
 JZ1859.geopotential number by the normal gravity value computed on the
 JZ1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1859.degrees latitude (g = 980.6199 gals.).
 JZ1859
 JZ1859.The modeled gravity was interpolated from observed gravity values.
 JZ1859
 JZ1859;                    North         East    Units  Estimated Accuracy
 JZ1859;SPC IN E     -   423,950.      119,780.      MT  (+/- 180 meters Scaled)
 JZ1859
 JZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ351253(NAD 83)
 JZ1859
 JZ1859                          SUPERSEDED SURVEY CONTROL
 JZ1859
 JZ1859  NGVD 29 (??/??/92)  257.788  (m)          845.76   (f) ADJ UNCH    1 2
 JZ1859
 JZ1859.Superseded values are not recommended for survey control.
 JZ1859
 JZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1859.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1859
 JZ1859_MARKER: Q = CHISELED SQUARE
 JZ1859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1859_SP_SET: TRESTLE ABUTMENT
 JZ1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1859
 JZ1859  HISTORY     - Date     Condition        Report By
 JZ1859  HISTORY     - 1938     MONUMENTED       CGS
 JZ1859
 JZ1859                          STATION DESCRIPTION
 JZ1859
 JZ1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1859'9.2 MI SW FROM OSGOOD.
 JZ1859'9.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1859'THE STATION AT OSGOOD, RIPLEY COUNTY, 1.2 MILES EAST OF NEBRASKA,
 JZ1859'8 RAILS EAST OF A ROAD CROSSING, NEAR POLE 60/46, AT A 700-FOOT
 JZ1859'TRESTLE, ON THE TOP OF THE NORTHWEST ABUTMENT, AND 3 FEET
 JZ1859'NORTHWEST OF THE NORTHWEST RAIL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1106 ***********************************************************************
 JA1106  DESIGNATION -  CHRISNEY RESET
 JA1106  PID         -  JA1106
 JA1106  STATE/COUNTY-  IN/SPENCER
 JA1106  COUNTRY     -  US
 JA1106  USGS QUAD   -  CHRISNEY (2019)
 JA1106
 JA1106                         *CURRENT SURVEY CONTROL
 JA1106  ______________________________________________________________________
 JA1106* NAD 83(1997) POSITION- 38 00 15.78277(N) 087 02 11.20745(W)   ADJUSTED
 JA1106* NAVD 88 ORTHO HEIGHT -   149.731 (meters)      491.24  (feet) ADJUSTED
 JA1106  ______________________________________________________________________
 JA1106  GEOID HEIGHT    -        -31.393 (meters)                     GEOID18
 JA1106  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 JA1106  DYNAMIC HEIGHT  -        149.631 (meters)      490.91  (feet) COMP
 JA1106  MODELED GRAVITY -    979,961.6   (mgal)                       NAVD 88
 JA1106
 JA1106  HORZ ORDER      -  THIRD
 JA1106  VERT ORDER      -  FIRST     CLASS II
 JA1106
 JA1106.The horizontal coordinates were established by classical geodetic methods
 JA1106.and adjusted by the National Geodetic Survey in May 1999.
 JA1106
 JA1106.The orthometric height was determined by differential leveling and
 JA1106.adjusted by the NATIONAL GEODETIC SURVEY
 JA1106.in June 1991.
 JA1106
 JA1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1106.GEOID18 height accuracy estimate available here.
 JA1106
 JA1106.Click photographs - Photos may exist for this station.
 JA1106
 JA1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1106
 JA1106.The dynamic height is computed by dividing the NAVD 88
 JA1106.geopotential number by the normal gravity value computed on the
 JA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1106.degrees latitude (g = 980.6199 gals.).
 JA1106
 JA1106.The modeled gravity was interpolated from observed gravity values.
 JA1106
 JA1106. The following values were computed from the NAD 83(1997) position.
 JA1106
 JA1106;                    North         East     Units Scale Factor Converg.
 JA1106;SPC IN W     -   305,981.668   904,117.802   MT  0.99996688   +0 01 43.9
 JA1106;SPC IN W     - 1,003,874.86  2,966,259.82   sFT  0.99996688   +0 01 43.9
 JA1106;UTM  16      - 4,206,302.072   496,800.284   MT  0.99960013   -0 01 20.8
 JA1106
 JA1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1106!SPC IN W     -   0.99998143  x   0.99996688  =   0.99994831
 JA1106!UTM  16      -   0.99998143  x   0.99960013  =   0.99958157
 JA1106
 JA1106:                Primary Azimuth Mark                     Grid Az
 JA1106:SPC IN W     -  CHRISNEY AZ MK 2                         182 07 19.7
 JA1106:UTM  16      -  CHRISNEY AZ MK 2                         182 10 24.4
 JA1106
 JA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9680006302(NAD 83)
 JA1106
 JA1106|---------------------------------------------------------------------|
 JA1106| PID    Reference Object                     Distance      Geod. Az  |
 JA1106|                                                           dddmmss.s |
 JA1106| JA1981 CHRISNEY ST MARTIN CH SPIRE         APPROX. 1.0 KM 0164053.8 |
 JA1106| CG8296 CHRISNEY RM 3                        10.461 METERS 08327     |
 JA1106| CG8294 CHRISNEY AZ MK 2                                   1820903.6 |
 JA1106| CG8293 CHRISNEY AZ MK                                     1821708.0 |
 JA1106| JA1105 CHRISNEY RM 2                        19.278 METERS 18223     |
 JA1106| CG8297 CHRISNEY RM 4                        12.693 METERS 19812     |
 JA1106| CG8295 CHRISNEY RM 1                        28.309 METERS 35456     |
 JA1106|---------------------------------------------------------------------|
 JA1106
 JA1106                          SUPERSEDED SURVEY CONTROL
 JA1106
 JA1106  NAD 83(1993)-  38 00 15.78495(N)    087 02 11.20654(W) AD(       ) 3
 JA1106  NAD 83(1986)-  38 00 15.79120(N)    087 02 11.20999(W) AD(       ) 3
 JA1106  NAD 27      -  38 00 15.60700(N)    087 02 11.22700(W) AD(       ) 3
 JA1106  NGVD 29 (??/??/92)  149.83   (m)          491.6    (f) COMPUTED    1 2
 JA1106  NGVD 29             149.83   (m)          491.6    (f) LEVELING    3  
 JA1106
 JA1106.Superseded values are not recommended for survey control.
 JA1106
 JA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1106.See file dsdata.pdf to determine how the superseded data were derived.
 JA1106
 JA1106_MARKER: DS = TRIANGULATION STATION DISK
 JA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1106_STAMPING: CHRISNEY 1946 1966
 JA1106_MARK LOGO: CGS
 JA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1106+STABILITY: SURFACE MOTION
 JA1106
 JA1106  HISTORY     - Date     Condition        Report By
 JA1106  HISTORY     - 1946     MONUMENTED       CGS
 JA1106  HISTORY     - 1960     GOOD             CGS
 JA1106  HISTORY     - 1965     GOOD             CGS
 JA1106  HISTORY     - 1965     GOOD             CGS
 JA1106  HISTORY     - 1966     GOOD             CGS
 JA1106  HISTORY     - 1966     SEE DESCRIPTION  CGS
 JA1106
 JA1106                          STATION DESCRIPTION
 JA1106
 JA1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1106'THIS STATION IS ABOUT 0.7 MILE SOUTH OF CHRISNEY, ABOUT 5 MILES WEST
 JA1106'OF NEWTONVILLE, AND ABOUT 0.05 MILE NORTH OF THE JUNCTION OF STATE
 JA1106'HIGHWAY 45 AND STATE HIGHWAY 70.  THE STATION MARK IS ON THE HIGHEST
 JA1106'POINT OF A SMALL HILL ON THE WEST EDGE OF A CULTIVATED FIELD, 36 FEET
 JA1106'EAST OF THE CENTERLINE OF STATE HIGHWAY 45, 110 FEET EAST SOUTHEAST OF
 JA1106'THE SOUTHEAST CORNER OF A WHITE FARMHOUSE, AND 44 FEET NORTH OF A
 JA1106'POWER LINE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1106'STAMPED-CHRISNEY NO 1 1946.
 JA1106'
 JA1106'REFERENCE MARK NO 1 IS 92.88 FEET NORTH OF THE STATION, 28 FEET EAST
 JA1106'OF THE CENTERLINE OF STATE HIGHWAY 45, 62 FEET SOUTH OF A PASTURE
 JA1106'FENCE CORNER, 6 FEET SOUTHEAST OF A POWER LINE POLE, AND DIRECTLY
 JA1106'ACROSS THE HIGHWAY FROM A WHITE FARMHOUSE.  THE MARK IS FLUSH WITH THE
 JA1106'GROUND AND THE DISK IS STAMPED-CHRISNEY NO 1 1946.
 JA1106'
 JA1106'REFERENCE MARK NO 2 IS 63.25 FEET SOUTH OF N THE STATION, 34 FEET EAST
 JA1106'OF THE CENTERLINE OF STATE HIGHWAY 45, AND 23 FEET SOUTHEAST OF A
 JA1106'POWER LINE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1106'STAMPED-CHRISNEY NO 2 1946.
 JA1106'
 JA1106'THE AZIMUTH MARK IS SOUTH OF THE STATION, 35 FEET WEST OF THE
 JA1106'CENTERLINE OF STATE HIGHWAY 45, 39 FEET SOUTH OF A POWER LINE POLE,
 JA1106'AND 3 FEET NORTH OF A STANDARD REFERENCE POST.  THE MARK IS FLUSH WITH
 JA1106'THE GROUND AND THE DISK IS STAMPED CHRISNEY 1946.
 JA1106'
 JA1106'TO REACH FROM THE POST OFFICE IN CHRISNEY, GO SOUTH ON STATE HIGHWAY
 JA1106'45 FOR 0.65 MILE TO THE STATION ON THE LEFT.
 JA1106'
 JA1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1106
 JA1106                          STATION RECOVERY (1960)
 JA1106
 JA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 JA1106'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.
 JA1106'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE
 JA1106'DISTANCE FROM THE STATION TO REFERENCE MARK NO 2 WAS FOUND INCORRECT
 JA1106'AS TO THE METER MEASUREMENT.  A NEW DESCRIPTION FOLLOWS.
 JA1106'
 JA1106'THE STATION IS LOCATED 3.7 MILE SOUTH OF THE VILLAGE OF CRISNEY, ABOUT
 JA1106'5 MILES WEST OF NEWTONVILLE, 0.05 MILE NORTH OF THE JUNCTION OF STATE
 JA1106'HIGHWAYS 45 AND 70 AND ON THE APPROXIMATE EAST-WEST PROPERTY OF M E
 JA1106'WAINGER.  IT IS ON THE TOP OF A SMALL KNOLL AND NEAR CUT IN KNOLL MADE
 JA1106'IN GRADING FRONT YARD OF THE NEW WANINGER HOME.  THE STATION MARK IS
 JA1106'62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW WANIGER HOME, 44
 JA1106'FEET NORTH OF A POWER LINE POLE AND 36 FEET EAST OF THE APPROXIMATE
 JA1106'CENTER OF STATE HIGHWAY 45.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1106'IS STAMPED CHRISNEY 1946.
 JA1106'
 JA1106'REFERENCE MARK NO 2 63.25 FEET (19.278 M) SOUTH OF THE STATION, 34
 JA1106'FEET EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 45 AND 20 FEET
 JA1106'SOUTH OF A POWER POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 JA1106'DISK IS STAMPED CHRISNEY NO 2 1946.
 JA1106'
 JA1106'A NEW REFERNCE MARK WAS ESTABLISHED FOR THIS STATION.
 JA1106'
 JA1106'REFERENCE MARK NO 3 IS 34.33 FEET (10.464 M) EAST OF THE STATION, 49.8
 JA1106'FEET SOUTH OF THE SOUTHWEST CORNER OF THE WANIGER HOME AND ON THE
 JA1106'SOUTH PROPERTY LINE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 JA1106'IS STAMPED CHRISNEY NO 3 1946.
 JA1106'
 JA1106'THE AZIMUTH MARK FOR THIS STATION WAS DESTROYED BY EARTH MOVING
 JA1106'EQUIPMENT.  NO SUITABLE LOCATION COULD BE FOUND FOR A RESET AZIMUTH
 JA1106'MARK, AND OTHER TRIANGULATION STATIONS OF THIS AREA ARE NOT VISABLE
 JA1106'FROM THE GROUND.  THE ST MARTINS CATHOLIC CHURCH SPIRE CAN BE USED AS
 JA1106'AN AZIMUTH FOR THIS STATION.
 JA1106'
 JA1106'THE 1946 DESCRIPTION TO REACH THE STATION IS CORRECT.
 JA1106'
 JA1106'NOTE-THIS STATION IN A FEW YEARS COULD BE DESTROYED IF MORE HOUSING
 JA1106'DEVELOPMENT IS UNDERTAKEN IN THIS AREA.  SHOULD THE REMAINDER OF THIS
 JA1106'KNOLL BE REMOVED OR MADE LEVEL WITH THE HIGHWAY, THEN THE STATION AND
 JA1106'REFERENCE MARK NO 2 WOULD BE DESTROYED.
 JA1106'
 JA1106'1960 OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 JA1106
 JA1106                          STATION RECOVERY (1965)
 JA1106
 JA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 JA1106'THE STATION MARK, STAMPED CHRISNEY 1946, IS ABOUT 0.9 MILE SOUTH ALONG
 JA1106'THE SOUTHERN RAILROAD FROM THE POST OFFICE AT CHRISNEY, THENCE 0.1
 JA1106'MILE EAST ALONG STATE HIGHWAY 70 TO THE INTERSECTION WITH U S HIGHWAY
 JA1106'231, THENCE 0.1 MILE NORTH ALONG HIGHWAY 231, IN SECTION 12, T 6 S, R
 JA1106'6 W, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE M E WANIGER
 JA1106'HOUSE, 63.2 FEET NORTH OF CHRISNEY NO 2, 37 FEET EAST OF THE CENTER
 JA1106'LINE OF THE HIGHWAY, 6 FEET NORTH OF A 3 FORKED TREE, ABOUT 5 FEET
 JA1106'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA1106'PROJECTING 16 INCHES.
 JA1106'
 JA1106'RM 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 JA1106'
 JA1106'RM 2, STAMPED CHRISNEY NO 2 1946, IS 63.2 FEET SOUTH OF CHRISNEY 1946,
 JA1106'80 FEET EAST AND ACROSS THE HIGHWAY FROM POWER POLE Y 56 190, 33 FEET
 JA1106'EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH-SOUTHEAST OF A
 JA1106'TELEPHONE POLE, 1.8 FEET EAST OF A METAL WITNESS POST, 8 FEET ABOVE
 JA1106'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JA1106'THE GROUND.
 JA1106
 JA1106                          STATION RECOVERY (1965)
 JA1106
 JA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1106'1.1 MI S FROM CHRISNEY.
 JA1106'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1106'OFFICE AT CHRISNEY, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 70
 JA1106'TO THE INTERSECTION WITH U.S. HIGHWAY 231, THENCE 0.1 MILE NORTH
 JA1106'ALONG U.S. HIGHWAY 231, IN SECTION 12, T 6 S, R 6 W, 62 FEET
 JA1106'SOUTHWEST OF THE SOUTHWEST CORNER OF THE M.E. WANINGER HOUSE,
 JA1106'63.2 FEET NORTH CHRISNEY NO 2, 37 FEET EAST OF THE CENTER LINE
 JA1106'OF THE HIGHWAY, 6 FEET NORTH OF A 3 FORKED TREE, ABOUT 5 FEET
 JA1106'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 JA1106'POST PROJECTING 16 INCHES.
 JA1106
 JA1106                          STATION RECOVERY (1966)
 JA1106
 JA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LFS)
 JA1106'THE STATION, REFERENCE MARK NO 2 AND REFERENCE MARK NO 3 WERE
 JA1106'RECOVERED AND FOUND IN GOOD CONDITION.  AN EXTENDED SEARCH WAS MADE
 JA1106'FOR THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.  MR D L REBEL, SR WHO
 JA1106'LIVES DIRECTLY ACROSS THE ROAD FROM WHERE THE AZIMUTH MARK WAS
 JA1106'ORIGINALLY SET, STATED THAT HE KNOWS POSITIVELY THAT THE MARK WAS
 JA1106'DESTROYED BY GRADING OPERATIONS.  MR D L REBEL, JR WHO OWNS THE LAND
 JA1106'OCCUPIED BY THE STATION AND REFERENCE MARKS, REQUESTED THAT THE
 JA1106'STATION AND REFERENCE MARK NO 2 BE LOWERED TO PERMIT HIS GRADING IN
 JA1106'THE AREA.  THE STATION WAS LOWERED IN ITS EXACT ORIGINAL POSITION A
 JA1106'DEPTH OF 3.92 FEET IN THE FALL OF 1966 AND REFERENCE MARK NO 2 WAS
 JA1106'REMOVED TO PERMIT GRADING.  THE STATION WAS REVISITED THIS DATE AND A
 JA1106'NEW AZIMUTH MARK AND REFERENCE MARK NO 4 WERE ESTABLISHED.
 JA1106'
 JA1106'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 JA1106'
 JA1106'THE STATION IS LOCATED ON THE PROPERTY OF MR D L REBEL, JR ABOUT 5
 JA1106'MILES WEST OF NEWTONVILLE, ABOUT 0.7 MILE SOUTH OF CHRISNEY AND ABOUT
 JA1106'0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 45 AND STATE HIGHWAY
 JA1106'70.
 JA1106'
 JA1106'TO REACH THE STATION FROM THE INTERSECTION OF MARKET STREET AND U S
 JA1106'HIGHWAY 231 AND STATE ROUTE 45 JUST EAST OF THE NEW POST OFFICE IN
 JA1106'CHRISNEY, GO SOUTH ON U S HIGHWAY 231 AND STATE ROUTE 45 FOR 0.7 MILE
 JA1106'TO THE STATION ON THE LEFT AS DESCRIBED.
 JA1106'
 JA1106'THE STATION IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA1106'MAURICE WANINGER HOME, 44 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 36
 JA1106'FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY 231 AND STATE ROUTE
 JA1106'45, 28.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE CURB AROUND
 JA1106'A PARKING AREA, 14.3 FEET EAST OF THE EAST POST OF HIGHWAY SIGNS 231
 JA1106'AND 45, AND 1.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 JA1106'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH CONCRETE
 JA1106'MONUMENT AND THE DISK IS STAMPED CHRISNEY 1946 1966.
 JA1106'
 JA1106'REFERENCE MARK NO 3 IS 70 FEET EAST OF THE APPROXIMATE CENTER OF U S
 JA1106'HIGHWAY 231 AND STATE ROUTE 45, 66 FEET NORTHEAST OF A TELEPHONE POLE,
 JA1106'46.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE MAURICE WANIGER HOME,
 JA1106'25.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE CURB AROUND A
 JA1106'PARKING AREA, AND ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.
 JA1106'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 JA1106'CONCRETE MONUMENT AND THE DISK IS STAMPED CHRISNEY NO 3 1946.
 JA1106'
 JA1106'REFERENCE MARK NO 4 IS 39 FEET SOUTH OF HIGHWAY SIGNS 231 AND 45, 22
 JA1106'FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY 231 AND STATE ROUTE
 JA1106'45, 1.5 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 2.5 FEET BELOW THE
 JA1106'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA1106'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 JA1106'CHRISNEY 1946 NO 4 1966.
 JA1106'
 JA1106'THE HROIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA1106'REFERENCE MARK NO 1 IS 64.12 FEET - 19.545 METERS.
 JA1106'
 JA1106'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTH OF THE INTERSECTION OF U S
 JA1106'HIGHWAY 231, STATE ROUTE 45 AND STATE ROUTE 70, 90.5 FEET NORTH OF A
 JA1106'POWERLINE POLE, 44.3 FEET SOUTH OF A POWERLINE TRANSFORMER POLE, 18.2
 JA1106'FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY 231 AND STATE ROUTE
 JA1106'45, 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND 0.6 OF A
 JA1106'FOOT SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.  IT IS A STANDARD
 JA1106'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A CULVERT
 JA1106'UNDER U S HIGHWAY 231 AND STATE ROUTE 45 ABOUT 4 FEET BELOW THE
 JA1106'HIGHWAYS SURFACE, AND THE DISK IS STAMPED CHRISNEY 1946 AZ 2 1967.
 JA1106'
 JA1106'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U S
 JA1106'HIGHWAY 231 AND STATE ROUTE 45 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 JA1106
 JA1106                          STATION RECOVERY (1966)
 JA1106
 JA1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA1106'THE STATION, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 JA1106'RECOVERED AND FOUND IN GOOD CONDITION.  AN EXTENDED SEARCH WAS MADE
 JA1106'FOR THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.  MR. D.L. REBEL,
 JA1106'SR. WHO LIVES DIRECTLY ACROSS THE HIGHWAY FROM WHERE THE AZIMUTH
 JA1106'MARK WAS ESTABLISHED, STATED THAT HE KNOWS POSITIVELY THAT THE
 JA1106'AZIMUTH MARK WAS DESTROYED BY GRADING OPERATIONS ABOUT TWO YEARS AGO
 JA1106'AND THAT THE MARK WAS SEEN LYING NEARBY FOR SOME TIME THEREAFTER.
 JA1106'IT IS THEREFORE ASSUMED DESTROYED AND COMPLETELY LOST.
 JA1106'
 JA1106'MR. D. L. REBEL, JR. WHO OWNS THE LAND OCCUPIED BY THE STATION AND
 JA1106'REFERENCE MARKS, REQUESTED THAT THE MARKS BE LOWERED TO PERMIT HIS
 JA1106'GRADING OF THE AREA.  THE STATION WAS LOWERED IN ITS EXACT ORIGINAL
 JA1106'POSITION A DEPTH OF 3.92 FEET AND THE DISKS WERE STAMPED CHRISNEY
 JA1106'1946 1966.  REFERENCE MARK NO. 2 WAS REMOVED AND PLACED OUTSIDE
 JA1106'THE WORK AREA.  IT WILL BE RESET AT A FUTURE DATE AFTER THE
 JA1106'GRADING OPERATIONS ARE COMPLETED.  THE INTERSECTION STATION
 JA1106'CHRISNEY, ST.  MARTINS CHURCH SPIRE, IS NOW OBSTRUCTED FROM VIEW
 JA1106'BY TREES, HOWEVER, IT IS THOUGHT THAT WHEN THE LEAVES DROP IN THE
 JA1106'FALL, IT WILL BE POSSIBLE TO SEE THE SPIRE ENOUGH THAT LIMBS
 JA1106'CAN BE TRIMMED AND THE SPIRE USED TO ESTABLISH THE REFERENCE MARK
 JA1106'AT THAT TIME.
 JA1106'
 JA1106'REFERENCE MARK NO. 3 WILL NOT BE DISTURBED BY GRADING.
 JA1106'
 JA1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILES SOUTH OF
 JA1106'CHRISNEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1105 ***********************************************************************
 JA1105  DESIGNATION -  CHRISNEY RM 2
 JA1105  PID         -  JA1105
 JA1105  STATE/COUNTY-  IN/SPENCER
 JA1105  COUNTRY     -  US
 JA1105  USGS QUAD   -  CHRISNEY (2019)
 JA1105
 JA1105                         *CURRENT SURVEY CONTROL
 JA1105  ______________________________________________________________________
 JA1105* NAD 83(1986) POSITION- 38 00 15.16   (N) 087 02 11.24   (W)   HD_HELD1
 JA1105* NAVD 88 ORTHO HEIGHT -   149.073 (meters)      489.08  (feet) ADJUSTED
 JA1105  ______________________________________________________________________
 JA1105  GEOID HEIGHT    -        -31.392 (meters)                     GEOID18
 JA1105  DYNAMIC HEIGHT  -        148.974 (meters)      488.76  (feet) COMP
 JA1105  MODELED GRAVITY -    979,961.6   (mgal)                       NAVD 88
 JA1105
 JA1105  VERT ORDER      -  FIRST     CLASS II
 JA1105
 JA1105.The horizontal coordinates were determined by differentially corrected
 JA1105.hand held GPS observations or other comparable positioning techniques
 JA1105.and have an estimated accuracy of +/- 3 meters.
 JA1105
 JA1105.The orthometric height was determined by differential leveling and
 JA1105.adjusted by the NATIONAL GEODETIC SURVEY
 JA1105.in June 1991.
 JA1105
 JA1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1105.GEOID18 height accuracy estimate available here.
 JA1105
 JA1105.Click photographs - Photos may exist for this station.
 JA1105
 JA1105.The dynamic height is computed by dividing the NAVD 88
 JA1105.geopotential number by the normal gravity value computed on the
 JA1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1105.degrees latitude (g = 980.6199 gals.).
 JA1105
 JA1105.The modeled gravity was interpolated from observed gravity values.
 JA1105
 JA1105;                    North         East    Units  Estimated Accuracy
 JA1105;SPC IN W     -   305,962.5     904,117.0     MT  (+/- 3 meters HH1 GPS) 
 JA1105
 JA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9679906282(NAD 83)
 JA1105
 JA1105                          SUPERSEDED SURVEY CONTROL
 JA1105
 JA1105  NGVD 29 (??/??/92)  149.172  (m)          489.41   (f) ADJ UNCH    1 2
 JA1105
 JA1105.Superseded values are not recommended for survey control.
 JA1105
 JA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1105.See file dsdata.pdf to determine how the superseded data were derived.
 JA1105
 JA1105_MARKER: DR = REFERENCE MARK DISK
 JA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1105_STAMPING: CHRISNEY NO 2 1946
 JA1105_MARK LOGO: CGS
 JA1105_PROJECTION: FLUSH
 JA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1105+STABILITY: SURFACE MOTION
 JA1105
 JA1105  HISTORY     - Date     Condition        Report By
 JA1105  HISTORY     - 1946     MONUMENTED       CGS
 JA1105  HISTORY     - 1965     GOOD             CGS
 JA1105
 JA1105                          STATION DESCRIPTION
 JA1105
 JA1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1105'1.1 MI S FROM CHRISNEY.
 JA1105'ABOUT 0.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1105'OFFICE AT CHRISNEY, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 70,
 JA1105'THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 231, IN SECTION 12,
 JA1105'T 6 S, R 6 W, 120 FEET SOUTH OF THE SOUTHWEST CORNER OF THE M.E.
 JA1105'WANGINGER HOUSE, 63.2 FEET SOUTH OF CHRISNEY 1946, 80 FEET EAST
 JA1105'AND ACROSS THE HIGHWAY FROM POWER POLE Y 56 190, 33 FEET EAST OF
 JA1105'THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH-SOUTHEAST OF A
 JA1105'TELEPHONE POLE, 1.8 FEET EAST OF A METAL WITNESS POST, 8 FEET
 JA1105'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA1105'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1981 ***********************************************************************
 JA1981  DESIGNATION -  CHRISNEY ST MARTIN CH SPIRE
 JA1981  PID         -  JA1981
 JA1981  STATE/COUNTY-  IN/SPENCER
 JA1981  COUNTRY     -  US
 JA1981  USGS QUAD   -  CHRISNEY (2019)
 JA1981
 JA1981                         *CURRENT SURVEY CONTROL
 JA1981  ______________________________________________________________________
 JA1981* NAD 83(1997) POSITION- 38 00 47.31840(N) 087 01 59.26286(W)   ADJUSTED
 JA1981  ______________________________________________________________________
 JA1981  GEOID HEIGHT    -        -31.417 (meters)                     GEOID18
 JA1981  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 JA1981  HORZ ORDER      -  THIRD
 JA1981
 JA1981.The horizontal coordinates were established by classical geodetic methods
 JA1981.and adjusted by the National Geodetic Survey in May 1999.
 JA1981
 JA1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1981.GEOID18 height accuracy estimate available here.
 JA1981
 JA1981.Click photographs - Photos may exist for this station.
 JA1981
 JA1981.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1981
 JA1981. The following values were computed from the NAD 83(1997) position.
 JA1981
 JA1981;                    North         East     Units Scale Factor Converg.
 JA1981;SPC IN W     -   306,954.107   904,408.674   MT  0.99996691   +0 01 51.3
 JA1981;SPC IN W     - 1,007,065.27  2,967,214.12   sFT  0.99996691   +0 01 51.3
 JA1981;UTM  16      - 4,207,273.893   497,091.919   MT  0.99960010   -0 01 13.4
 JA1981
 JA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9709107273(NAD 83)
 JA1981
 JA1981                          SUPERSEDED SURVEY CONTROL
 JA1981
 JA1981  NAD 83(1993)-  38 00 47.32030(N)    087 01 59.26201(W) AD(       ) 3
 JA1981  NAD 83(1986)-  38 00 47.32678(N)    087 01 59.26529(W) AD(       ) 3
 JA1981  NAD 27      -  38 00 47.14100(N)    087 01 59.28200(W) AD(       ) 3
 JA1981
 JA1981.Superseded values are not recommended for survey control.
 JA1981
 JA1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1981.See file dsdata.pdf to determine how the superseded data were derived.
 JA1981
 JA1981_MARKER: 90 = CHURCH SPIRE
 JA1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1981+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2010
 JA1981
 JA1981  HISTORY     - Date     Condition        Report By
 JA1981  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1981  HISTORY     - 20081002 GOOD             GEOCAC
 JA1981  HISTORY     - 20100807 GOOD             GEOCAC
 JA1981
 JA1981                          STATION DESCRIPTION
 JA1981
 JA1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1981'THE STATION IS THE WOODEN CROSS ON THE SPIRE OF THE ST MARTIN
 JA1981'CATHOLIC CHURCH
 JA1981'LOCATED ABOUT 85 FEET EAST OF CHURCH STREET, CHRISNEY.  THE
 JA1981'CHURCH IS BUILT OF RED
 JA1981'BRICK WITH A TIN COVERED SPIRE AND IS
 JA1981'APPROXIMATELY 65 FEET HIGH.
 JA1981
 JA1981                          STATION RECOVERY (2008)
 JA1981
 JA1981'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1981'RECOVERED IN GOOD CONDITION.
 JA1981
 JA1981                          STATION RECOVERY (2010)
 JA1981
 JA1981'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1981'SPIRE OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0537 ***********************************************************************
 MD0537  DESIGNATION -  CHURCH
 MD0537  PID         -  MD0537
 MD0537  STATE/COUNTY-  IN/ALLEN
 MD0537  COUNTRY     -  US
 MD0537  USGS QUAD   -  GRABILL (2019)
 MD0537
 MD0537                         *CURRENT SURVEY CONTROL
 MD0537  ______________________________________________________________________
 MD0537* NAD 83(1997) POSITION- 41 09 22.05291(N) 084 52 42.92827(W)   ADJUSTED
 MD0537* NAVD 88 ORTHO HEIGHT -   226.857 (meters)      744.28  (feet) ADJUSTED
 MD0537  ______________________________________________________________________
 MD0537  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 MD0537  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 MD0537  DYNAMIC HEIGHT  -        226.766 (meters)      743.98  (feet) COMP
 MD0537  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 MD0537
 MD0537  HORZ ORDER      -  SECOND
 MD0537  VERT ORDER      -  SECOND    CLASS 0
 MD0537
 MD0537.The horizontal coordinates were established by classical geodetic methods
 MD0537.and adjusted by the National Geodetic Survey in May 1999.
 MD0537
 MD0537.The orthometric height was determined by differential leveling and
 MD0537.adjusted by the NATIONAL GEODETIC SURVEY
 MD0537.in June 1991.
 MD0537
 MD0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0537.GEOID18 height accuracy estimate available here.
 MD0537
 MD0537.Click photographs - Photos may exist for this station.
 MD0537
 MD0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0537
 MD0537.The dynamic height is computed by dividing the NAVD 88
 MD0537.geopotential number by the normal gravity value computed on the
 MD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0537.degrees latitude (g = 980.6199 gals.).
 MD0537
 MD0537.The modeled gravity was interpolated from observed gravity values.
 MD0537
 MD0537. The following values were computed from the NAD 83(1997) position.
 MD0537
 MD0537;                    North         East     Units Scale Factor Converg.
 MD0537;SPC IN E     -   656,195.624   166,146.250   MT  1.00002049   +0 31 07.2
 MD0537;SPC IN E     - 2,152,868.48    545,098.16   sFT  1.00002049   +0 31 07.2
 MD0537;UTM  16      - 4,558,257.910   677,997.588   MT  0.99998995   +1 23 47.4
 MD0537
 MD0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0537!SPC IN E     -   0.99996964  x   1.00002049  =   0.99999012
 MD0537!UTM  16      -   0.99996964  x   0.99998995  =   0.99995959
 MD0537
 MD0537:                Primary Azimuth Mark                     Grid Az
 MD0537:SPC IN E     -  KA 07                                    184 37 22.7
 MD0537:UTM  16      -  KA 07                                    183 44 42.5
 MD0537
 MD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7799758257(NAD 83)
 MD0537
 MD0537|---------------------------------------------------------------------|
 MD0537| PID    Reference Object                     Distance      Geod. Az  |
 MD0537|                                                           dddmmss.s |
 MD0537| MD1808 KA 06                               157.962 METERS 07925     |
 MD0537| MD1809 KA 07                               APPROX. 1.1 KM 1850829.9 |
 MD0537|---------------------------------------------------------------------|
 MD0537
 MD0537                          SUPERSEDED SURVEY CONTROL
 MD0537
 MD0537  NAD 83(1995)-  41 09 22.05285(N)    084 52 42.92920(W) AD(       ) 2
 MD0537  NAD 83(1986)-  41 09 22.05464(N)    084 52 42.94385(W) AD(       ) 2
 MD0537  NAD 27      -  41 09 21.87750(N)    084 52 43.07950(W) AD(       ) 2
 MD0537  NGVD 29 (??/??/92)  226.995  (m)          744.73   (f) ADJ UNCH    2 0
 MD0537  NGVD 29             227.00   (m)          744.7    (f) LEVELING    3  
 MD0537
 MD0537.Superseded values are not recommended for survey control.
 MD0537
 MD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0537.See file dsdata.pdf to determine how the superseded data were derived.
 MD0537
 MD0537_MARKER: DE = TRAVERSE STATION DISK
 MD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0537_STAMPING: CHURCH 1963
 MD0537_MARK LOGO: CGS
 MD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0537+STABILITY: SURFACE MOTION
 MD0537
 MD0537  HISTORY     - Date     Condition        Report By
 MD0537  HISTORY     - 1963     MONUMENTED       CGS
 MD0537  HISTORY     - 1968     GOOD             INHD
 MD0537  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0537
 MD0537                          STATION DESCRIPTION
 MD0537
 MD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0537'STATION IS LOCATED 2.4 MILES NORTH-NORTHWEST OF THE POST OFFICE IN
 MD0537'WOODBURN, INDIANA ALONG
 MD0537'BULL RAPIDS ROAD (UNION STREET IN WOODBURN) AND 0.65 MILE NORTH-
 MD0537'NORTHWEST OF THE JUNCTION OF
 MD0537'BULL RAPIDS ROAD AND U.S. HIGHWAY 24.  IT IS ON THE
 MD0537'OPPOSITE SIDE OF THE ROAD FROM THE CEMETERY FOR
 MD0537'THE ZION, LUTHERAN CHURCH.  IT IS
 MD0537'182.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BULL RAPIDS ROAD
 MD0537'BRIDGE OVER THE MAUMEE
 MD0537'RIVER, 26.7 FEET SOUTH OF THE CENTERLINE OF THE BULL RAPIDS ROAD AND
 MD0537'8.5 FEET NORTH OF AN
 MD0537'EAST-WEST FENCE LINE.  A STANDARD TRAVERSE DISK STAMPED CHURCH
 MD0537'1963 SET IN A 12 INCH ROUND
 MD0537'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE AN 8
 MD0537'FOOT ROUND CONCRETE CAMERA TARGET.
 MD0537
 MD0537                          STATION RECOVERY (1968)
 MD0537
 MD0537'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0537'IN WOODBURN.
 MD0537'LOCATED 2.4 MILES NORTH-NORTHWEST OF THE POST OFFICE IN WOODBURN,
 MD0537'INDIANA ALONG BULL RAPIDS ROAD (UNION STREET IN WOODBURN) AND
 MD0537'0.65 MILE NORTH-NORTHWEST OF THE JUNCTION OF BULL RAPIDS ROAD
 MD0537'AND U.S. HIGHWAY 24.  IT IS ON THE OPPOSITE SIDE OF THE ROAD
 MD0537'FROM THE CEMETERY FOR THE ZION, LUTHERAN CHURCH.  IT IS 182.5
 MD0537'FEET WEST OF THE SOUTHWEST CORNER OF THE BULL RAPIDS ROAD BRIDGE
 MD0537'OVER THE MAUMEE RIVER, 26.7 FEET SOUTH OF THE CENTERLINE OF
 MD0537'THE BULL RAPIDS ROAD AND 8.5 FEET NORTH OF AN EAST-WEST FENCE
 MD0537'LINE.  A STANDARD TRAVERSE DISK STAMPED CHURCH 1963 SET IN A 12
 MD0537'INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE AN 8 FOOT
 MD0537'ROUND CONCRETE CAMERA TARGET.
 MD0537
 MD0537                          STATION RECOVERY (2018)
 MD0537
 MD0537'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0537'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1998 ***********************************************************************
 KA1998  DESIGNATION -  CHURCH
 KA1998  PID         -  KA1998
 KA1998  STATE/COUNTY-  IN/HENDRICKS
 KA1998  COUNTRY     -  US
 KA1998  USGS QUAD   -  DANVILLE (2019)
 KA1998
 KA1998                         *CURRENT SURVEY CONTROL
 KA1998  ______________________________________________________________________
 KA1998* NAD 83(1997) POSITION- 39 48 18.17129(N) 086 34 35.75279(W)   ADJUSTED
 KA1998* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 KA1998  ______________________________________________________________________
 KA1998  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 KA1998  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 KA1998  HORZ ORDER      -  FIRST
 KA1998
 KA1998.The horizontal coordinates were established by classical geodetic methods
 KA1998.and adjusted by the National Geodetic Survey in May 1999.
 KA1998
 KA1998.The orthometric height was scaled from a topographic map.
 KA1998
 KA1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1998.GEOID18 height accuracy estimate available here.
 KA1998
 KA1998.Click photographs - Photos may exist for this station.
 KA1998
 KA1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1998
 KA1998. The following values were computed from the NAD 83(1997) position.
 KA1998
 KA1998;                    North         East     Units Scale Factor Converg.
 KA1998;SPC IN W     -   505,995.099   943,393.549   MT  0.99998984   +0 19 27.9
 KA1998;SPC IN W     - 1,660,085.59  3,095,117.00   sFT  0.99998984   +0 19 27.9
 KA1998;UTM  16      - 4,406,205.504   536,244.098   MT  0.99961617   +0 16 15.8
 KA1998
 KA1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1998!SPC IN W     -   0.99995626  x   0.99998984  =   0.99994610
 KA1998!UTM  16      -   0.99995626  x   0.99961617  =   0.99957245
 KA1998
 KA1998:                Primary Azimuth Mark                     Grid Az
 KA1998:SPC IN W     -  CHURCH AZ MK                             038 55 37.5
 KA1998:UTM  16      -  CHURCH AZ MK                             038 58 49.6
 KA1998
 KA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3624406205(NAD 83)
 KA1998
 KA1998|---------------------------------------------------------------------|
 KA1998| PID    Reference Object                     Distance      Geod. Az  |
 KA1998|                                                           dddmmss.s |
 KA1998| CC8432 CHURCH RM 1                          24.475 METERS 01931     |
 KA1998| CC8431 CHURCH AZ MK                                       0391505.4 |
 KA1998| KA1961 PITTSBORO MUNICIPAL TANK            APPROX.11.4 KM 0542147.3 |
 KA1998| KA1962 BROWNSBURG MUNICIPAL TANK           APPROX.15.9 KM 0745338.1 |
 KA1998| KA1999 DANVILLE MUNICIPAL STANDPIPE        APPROX. 6.5 KM 1384353.9 |
 KA1998| CC8433 CHURCH RM 2                          28.456 METERS 17401     |
 KA1998| KA2004 INDIANAPOLIS ST LOU AWY BCN 21      APPROX.19.4 KM 1930655.0 |
 KA1998| KA2022 ROACHDALE MUNICIPAL TANK            APPROX.20.1 KM 2851811.7 |
 KA1998| KA2020 LADOGA MUNICIPAL TANK               APPROX.22.4 KM 3022904.7 |
 KA1998| KA2001 NORTH SALEM MUNICIPAL TANK          APPROX. 8.2 KM 3165752.7 |
 KA1998|---------------------------------------------------------------------|
 KA1998
 KA1998                          SUPERSEDED SURVEY CONTROL
 KA1998
 KA1998  NAD 83(1986)-  39 48 18.17213(N)    086 34 35.75295(W) AD(       ) 1
 KA1998  NAD 27      -  39 48 18.00500(N)    086 34 35.75100(W) AD(       ) 1
 KA1998
 KA1998.Superseded values are not recommended for survey control.
 KA1998
 KA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1998.See file dsdata.pdf to determine how the superseded data were derived.
 KA1998
 KA1998_MARKER: DS = TRIANGULATION STATION DISK
 KA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1998_STAMPING: CHURCH 1939
 KA1998_MARK LOGO: CGS
 KA1998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1998+STABILITY: SURFACE MOTION
 KA1998
 KA1998  HISTORY     - Date     Condition        Report By
 KA1998  HISTORY     - 1939     MONUMENTED       CGS
 KA1998  HISTORY     - 1948     GOOD             CGS
 KA1998  HISTORY     - 1980     GOOD             LOCENG
 KA1998  HISTORY     - 19800321 GOOD             NGS
 KA1998
 KA1998                          STATION DESCRIPTION
 KA1998
 KA1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1998'THIS STATION IS LOCATED 4.3 MILES BY ROAD NW OF DANVILLE ON THE NE
 KA1998'SIDE OF STATE HIGHWAY 136, IN A SMALL TRIANGULAR LOT, AND W OF A
 KA1998'SMALL CEMETERY, 39.5 FEET NE OF THE CENTER LINE OF STATE HIGHWAY 136,
 KA1998'40.5 FEET W OF THE FENCE CORNER AND W CORNER OF THE CEMETERY, 46
 KA1998'FT SW OF THE GATE AT FARM ENTRANCE. MARK PROJECTS 2 INCHES.
 KA1998'
 KA1998'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1998'BRONZE DISKS SET IN CONCRETE.
 KA1998'
 KA1998'REFERENCE MARK NO. 1 IS NNE OF THE STATION, SET IN FENCE CORNER, 39
 KA1998'FEET W OF THE GATE TO FARMHOUSE. THE MARK PROJECTS 4
 KA1998'INCHES. REFERENCE MARK NO. 2 IS SSE OF THE STATION ON THE SW SIDE OF
 KA1998'STATE HIGHWAY 136, 20 FEET SW OF THE CENTER LINE OF THE ROAD,
 KA1998'34.5 FEET E OF THE GATE POST AND FARM ENTRANCE, 25 FEET NW OF A
 KA1998'TELEPHONE POLE. MARK PROJECTS 4 INCHES.
 KA1998'
 KA1998'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NE OF THE STATION SET ON
 KA1998'THE S SIDE OF A GRAVEL ROAD, 1 FOOT SW OF THE FENCE LINE, 17
 KA1998'FEET SW OF THE CENTER LINE OF THE ROAD. THE MARK PROJECTS 6 INCHES.
 KA1998'
 KA1998'TO REACH THE STATION FROM DANVILLE, GO NW ON HIGHWAY 136 FOR 4.3
 KA1998'MILES TO CEMETARY AND STATION ON THE RIGHT.
 KA1998'
 KA1998'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 KA1998
 KA1998                          STATION RECOVERY (1948)
 KA1998
 KA1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1998'RECOVERED AS DESCRIBED.
 KA1998
 KA1998                          STATION RECOVERY (1980)
 KA1998
 KA1998'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA1998'CHURCH 1939 RECOVERED IN GOOD CONDITION.
 KA1998'
 KA1998'CHURCH NO 1 1939 RECOVERED IN GOOD CONDITION.
 KA1998'
 KA1998'CHURCH NO. 2 1939 RECOVERED IN GOOD CONDITION.
 KA1998'
 KA1998'DESCRIPTION ADEQUATE FOR RECOVERY.
 KA1998'
 KA1998'DIST. FROM PWP IS ONLY REVISION.
 KA1998'
 KA1998'RF. MARK NO. 2 IS NOW 6 FEET SSE OF POLE.
 KA1998'
 KA1998'AZ MK NOT SEARCHED FOR AT THIS TIME.
 KA1998'
 KA1998'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.3 MI. NW OF DANVILLE.
 KA1998
 KA1998                          STATION RECOVERY (1980)
 KA1998
 KA1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1998'STATION MARK, RM 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 KA1998'MARK WAS NOT FOUND.  THE DISTANCE TO RM 1 WAS LONGER BY 0.08 FT (2.44
 KA1998'CM) RM 2 CHECKED.  THE ANGLE BETWEEN THE MARKS CHECKED.  THERE WAS NO
 KA1998'LACE TO SET A NEW AZIMUTH MARK THAT WOULD BE VISIBLE WITHOUT A TOWER.
 KA1998'A NEW TO REACH AND DESCRIPTION.  STATION IS LOCATED ABOUT 4 MILES (6.4
 KA1998'KM) NW OF DANVILLE ALONG THE N SIDE OF STATE HIGHWAY 236, IN A
 KA1998'TRIANGULAR PLOT FORMED BY HIGHWAY 236 A GRAVEL DRIVEWAY AND FENCE
 KA1998'AROUND A CEMETERY.  TO REACH THE STATION FROM JUNCTION OF U.S HIGHWAY
 KA1998'36, STATE HIGHWAYS 39 AND 236 AT DANVILLE, GO NW ON HIGHWAY 39 AND 236
 KA1998'FOR 1.35 MILE (2.17 KM) TO WHERE HIGHWAY 39 GOES TO THE RIGHT AND 236
 KA1998'STRAIGHT AHEAD.  CONTINUE AHEAD ON HIGHWAY 236 FOR 2.65 MILES (4.26
 KA1998'KM) TO DRIVEWAY ON RIGHT AT TOP OF SMALL RISE AND CEMETERY ON RIGHT
 KA1998'AND STATION AS DESCRIBED.  STATION MARKS ARE STANDARD DISKS,
 KA1998'STAMPED---CHURCH 1939---.  THE SURFACE MARK IS 39 FT (11.9 M) NE OF
 KA1998'THE CENTERLINE OF HIGHWAY, 45 FT (13.7 M) S OF A 12 INCH PINE TREE, 29
 KA1998'FT (8.8 M) S OF CENTERLINE OF GRAVELED DRIVEWAY, 33 FT (10.1 M) W OF
 KA1998'FENCELINE, 93 FT (28.3 M) SE OF POWER LINE POLE NO B 48.1 AND 95 FT
 KA1998'(29.0 M) SE OF FENCE.  THE MARK PROJECTS 1 INCH. REFERENCE MARK 1, A
 KA1998'STANDARD DISK, STAMPED---CHURCH NO 1 1939---.  IT IS 45 FT (13.7 M) NE
 KA1998'OF THE 12 INCH PINE TREE, 4 FT (1.2 M) S OF FENCE AND 0.5 FT (15.2 CM)
 KA1998'W OF FENCE.  THE MARK PROJECTS 4 INCHES. REFERENCE MARK 2, A STANDARD
 KA1998'DISK, STAMPED---CHURCH NO 2 1939---.  IT IS 19 FT (5.8 M) SW OF
 KA1998'CENTERLINE OF HIGHWAY, 39 FT (11.9 M) SE OF CENTERLINE OF A DRIVEWAY,
 KA1998'5.5 FT (1.7 M) E OF POWER LINE POLE B 49 AND 4 FT (1.2 M) NE OF FENCE.
 KA1998'THE MARK PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1595 ***********************************************************************
 MD1595  DESIGNATION -  CHURUBUSCO
 MD1595  PID         -  MD1595
 MD1595  STATE/COUNTY-  IN/WHITLEY
 MD1595  COUNTRY     -  US
 MD1595  USGS QUAD   -  CHURUBUSCO (2019)
 MD1595
 MD1595                         *CURRENT SURVEY CONTROL
 MD1595  ______________________________________________________________________
 MD1595* NAD 83(1997) POSITION- 41 13 34.97314(N) 085 19 32.92134(W)   ADJUSTED
 MD1595* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 MD1595  ______________________________________________________________________
 MD1595  GEOID HEIGHT    -        -32.775 (meters)                     GEOID18
 MD1595  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 MD1595  HORZ ORDER      -  THIRD
 MD1595
 MD1595.The horizontal coordinates were established by classical geodetic methods
 MD1595.and adjusted by the National Geodetic Survey in May 1999.
 MD1595
 MD1595.The orthometric height was scaled from a topographic map.
 MD1595
 MD1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1595.GEOID18 height accuracy estimate available here.
 MD1595
 MD1595.Click photographs - Photos may exist for this station.
 MD1595
 MD1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1595
 MD1595. The following values were computed from the NAD 83(1997) position.
 MD1595
 MD1595;                    North         East     Units Scale Factor Converg.
 MD1595;SPC IN E     -   663,754.419   128,578.637   MT  0.99997671   +0 13 28.7
 MD1595;SPC IN E     - 2,177,667.62    421,845.08   sFT  0.99997671   +0 13 28.7
 MD1595;UTM  16      - 4,565,239.343   640,321.624   MT  0.99984233   +1 06 12.7
 MD1595
 MD1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1595!SPC IN E     -   0.99996172  x   0.99997671  =   0.99993843
 MD1595!UTM  16      -   0.99996172  x   0.99984233  =   0.99980405
 MD1595
 MD1595:                Primary Azimuth Mark                     Grid Az
 MD1595:SPC IN E     -  CHURUBUSCO AZ MK                         246 20 12.5
 MD1595:UTM  16      -  CHURUBUSCO AZ MK                         245 27 28.5
 MD1595
 MD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4032165239(NAD 83)
 MD1595
 MD1595|---------------------------------------------------------------------|
 MD1595| PID    Reference Object                     Distance      Geod. Az  |
 MD1595|                                                           dddmmss.s |
 MD1595| CC8435 CHURUBUSCO RM 1                      31.044 METERS 04926     |
 MD1595| CC8434 CHURUBUSCO AZ MK                                   2463341.2 |
 MD1595|---------------------------------------------------------------------|
 MD1595
 MD1595                          SUPERSEDED SURVEY CONTROL
 MD1595
 MD1595  NAD 83(1995)-  41 13 34.97362(N)    085 19 32.92488(W) AD(       ) 3
 MD1595  NAD 83(1986)-  41 13 34.97380(N)    085 19 32.93348(W) AD(       ) 3
 MD1595  NAD 27      -  41 13 34.79980(N)    085 19 33.01100(W) AD(       ) 3
 MD1595
 MD1595.Superseded values are not recommended for survey control.
 MD1595
 MD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1595.See file dsdata.pdf to determine how the superseded data were derived.
 MD1595
 MD1595_MARKER: DS = TRIANGULATION STATION DISK
 MD1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1595_STAMPING: CHURUBUSCO 1946
 MD1595_MARK LOGO: CGS
 MD1595_PROJECTION: FLUSH
 MD1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1595+STABILITY: SURFACE MOTION
 MD1595
 MD1595  HISTORY     - Date     Condition        Report By
 MD1595  HISTORY     - 1946     MONUMENTED       CGS
 MD1595  HISTORY     - 1963     GOOD             CGS
 MD1595
 MD1595                          STATION DESCRIPTION
 MD1595
 MD1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1595'STATION IS LOCATED IN THE WEST SECTION OF CHURUBUSCO, ALONG THE
 MD1595'RIGHT-OF-WAY OF THE BRANCH LINE OF THE PENNSYLVANIA RAILROAD.  IT IS
 MD1595'36 FEET NORTH OF THE CENTERLINE OF THE PENNSYLVANIA RAILROAD, 62 FEET
 MD1595'NORTHEAST OF THE CENTERLINE OF PLEASANT STREET AND 13 FEET SOUTH OF A
 MD1595'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHURUBUSCO 1946.
 MD1595'
 MD1595'G 165 WAS USED AS A REFERENCE MARK.  IT IS 95.25 FEET SOUTH OF THE
 MD1595'STATION, 33 FEET SOUTH OF THE CENTERLINE OF PLEASANT STREET, 10 FEET
 MD1595'SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCELINE.  THE
 MD1595'MARK IS A 8 BY 8 CONCRETE POST FLUSH WITH THE GROUND WITH A STANDARD
 MD1595'USC AND GS BRONZE DISK STAMPED G 165 1946.
 MD1595'
 MD1595'REFERENCE MARK NO. 1 IS 191.85 FEET EAST OF THE STATION.  IT IS 30
 MD1595'FEET NORTH OF THE BRANCH LINE OF THE PENNSYLVANIA RAILROAD AND 1 FOOT
 MD1595'SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1595'CHURUBUSCO NO 1 1946.
 MD1595'
 MD1595'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION.  IT IS 77 FEET
 MD1595'NORTH OF THE CENTERLINE OF STATE HIGHWAY 205, 15 FEET EAST OF THE
 MD1595'CENTERLINE OF A GRAVEL ROAD, 27 FEET NORTH OF A TELEPHONE POLE AND 3
 MD1595'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MD1595'STAMPED CHURUBUSCO 1946.
 MD1595'
 MD1595'TO REACH STATION FROM THE INTERSECTION OF THE PENNSYLVINA RAILROAD AND
 MD1595'U.S. HIGHWAY 33 IN CHURUBUSCO GO SOUTH ON U.S. HIGHWAY 33 FOR 1 BLOCK
 MD1595'TO PLESANT STREET, TURN RIGHT ON PLEASANT STREET AND GO 0.7 MILE TO
 MD1595'STATION ON THE RIGHT AS DESCRIBED.
 MD1595'
 MD1595'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON PLEASANT STREET FOR
 MD1595'0.15 MILE TO STATE HIGHWAY 205, TURN LEFT ON STATE HIGHWAY 205 AND GO
 MD1595'0.2 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1595'
 MD1595'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 MD1595
 MD1595                          STATION RECOVERY (1963)
 MD1595
 MD1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1595'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1595'DESCRIBED, EXCEPT FOR DISCREPANCIES IN THE DISTANCES FROM STATION TO
 MD1595'THE TWO REFERENCE MARKS.
 MD1595'
 MD1595'ABOUT 0.55 MILE SOUTHWESTERLY ALONG S. WHITLEY STREET OR NO. 205
 MD1595'INDIANA HWY. FROM ITS INTERSECTION WITH NO. 33 U.S.  HWY. AT THE MAIN
 MD1595'CORNER IN CHURUBUSCO, THENCE 0.1 MILE E ALONG PLEASANT STREET TO R.R.
 MD1595'CORSSING AND STATION ON LEFT, 61 FEET N OF CENTER LINE OF THE ST.,
 MD1595'33.3 FEET NW OF NW RAIL OF BRANCH LINE OF PENNSYLVANIA RAILROAD, 3.8
 MD1595'FEET HIGHER THAN TOP OF SAME, STANDARD DISKS STAMPED CHURUBUSCO 1946
 MD1595'IN 1A AND 7A MARKS WITH THE UPPER MARK PROJECTING A FOOT ABOVE GROUND.
 MD1595'
 MD1595'REFERENCE STAMPED CHURUBUSCO NO. 1 1946, NOTE 11A, PROJECTS 0.2 FOOT,
 MD1595'IS 101.53 FEET OR 30.946 METERS NW IN AZIMUTH 229 DEG 26 MIN FROM
 MD1595'STATION, ABOUT 129 FEET N OF CENTER LINE OF SAID STREET, 45-1/2 FEET
 MD1595'NW OF NW RAIL, AND 4 FEET NW OF THE LINE OF POWER POLES.
 MD1595'
 MD1595'COAST SURVEY BENCH MARK STAMPED G 165 1946, PROJECTS 0.2 FOOT, IS
 MD1595'99.25 FEET OR 30.251 METERS S IN AZIMUTH 358 DEG 42 MIN FROM STATION,
 MD1595'46 FEET SE OF SE RAIL, 2.8 FEET HIGHER THAN TOP OF SAME, 33 FEET S OF
 MD1595'CENTER LINE OF THE STREET, 1.5 FEET NE OF WITNESS POST.
 MD1595'
 MD1595'AZIMUTH MARK STAMPED CHURUBUSCO 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS
 MD1595'ABOUT 0.2 MILE WSW IN AZIMUTH 66 DEG 33 MIN 41.7 SEC FROM STATION,
 MD1595'65-1/2 FEET NW OF CENTER LINE OF NO. 205 IND.  HWY., 34 FEET N OF NO.
 MD1595'R-17840 CREOSOTED TELEPHONE POLE, 18 FEET E OF CENTER LINE OF NO.  850
 MD1595'E COUNTY ROAD, 0.5 FOOT LOWER THAN SAME, AND 1.8 FEET N OF STEEL
 MD1595'WITNESS POST.  A FEW TREES ARE GROWING UP ON LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1596 ***********************************************************************
 MD1596  DESIGNATION -  CHURUBUSCO MUNICIPAL STANDPIPE
 MD1596  PID         -  MD1596
 MD1596  STATE/COUNTY-  IN/WHITLEY
 MD1596  COUNTRY     -  US
 MD1596  USGS QUAD   -  CHURUBUSCO (2019)
 MD1596
 MD1596                         *CURRENT SURVEY CONTROL
 MD1596  ______________________________________________________________________
 MD1596* NAD 83(1997) POSITION- 41 13 47.16281(N) 085 19 11.16479(W)   ADJUSTED
 MD1596  ______________________________________________________________________
 MD1596  GEOID HEIGHT    -        -32.776 (meters)                     GEOID18
 MD1596  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 MD1596  HORZ ORDER      -  THIRD
 MD1596
 MD1596.The horizontal coordinates were established by classical geodetic methods
 MD1596.and adjusted by the National Geodetic Survey in May 1999.
 MD1596
 MD1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1596.GEOID18 height accuracy estimate available here.
 MD1596
 MD1596.Click photographs - Photos may exist for this station.
 MD1596
 MD1596.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1596
 MD1596. The following values were computed from the NAD 83(1997) position.
 MD1596
 MD1596;                    North         East     Units Scale Factor Converg.
 MD1596;SPC IN E     -   664,132.458   129,083.847   MT  0.99997707   +0 13 43.1
 MD1596;SPC IN E     - 2,178,907.91    423,502.59   sFT  0.99997707   +0 13 43.1
 MD1596;UTM  16      - 4,565,625.035   640,820.908   MT  0.99984406   +1 06 27.3
 MD1596
 MD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4082065625(NAD 83)
 MD1596
 MD1596                          SUPERSEDED SURVEY CONTROL
 MD1596
 MD1596  NAD 83(1995)-  41 13 47.16328(N)    085 19 11.16826(W) AD(       ) 3
 MD1596  NAD 83(1986)-  41 13 47.16350(N)    085 19 11.17682(W) AD(       ) 3
 MD1596  NAD 27      -  41 13 46.99000(N)    085 19 11.25100(W) AD(       ) 3
 MD1596
 MD1596.Superseded values are not recommended for survey control.
 MD1596
 MD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1596.See file dsdata.pdf to determine how the superseded data were derived.
 MD1596
 MD1596_MARKER: 52 = STANDPIPE TANK
 MD1596
 MD1596  HISTORY     - Date     Condition        Report By
 MD1596  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1596  HISTORY     - 1963     GOOD             CGS
 MD1596
 MD1596                          STATION DESCRIPTION
 MD1596
 MD1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1596'STATION IS LOCATED IN THE SOUTHWEST SECTION OF CHURUBUSCO.  IT IS
 MD1596'ABOUT 125 YARDS SOUTH OF STATE HIGHWAY 205 AND 100 YARDS NORTH OF THE
 MD1596'PENNSYLVANIA RAILROAD TRACKS.  IT IS A ROUND STANDPIPE ABOUT 90 FEET
 MD1596'HIGH AND PAINTED BLACK.  POINT OBSERVED ON WAS THE APPROXIMATE CENTER
 MD1596'OF THE TOP OF THE STANDPIPE.
 MD1596'
 MD1596'THIS IS AN INTERSECTION STATION.
 MD1596
 MD1596                          STATION RECOVERY (1963)
 MD1596
 MD1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1596'RECOVERED IN GOOD CONDITION, IT IS ABOUT 85 YARDS SW OF S. MAIN STREET
 MD1596'OR NO. 33 U.S.  HWY., ABOUT 65 YARDS SE OF W. WHITLEY STREET OR NO.
 MD1596'205 INDIANA HWY. WHICH SAID TWO HWYS.  CROSS AT THE MAIN CORNER IN
 MD1596'CHURUBUSCO, AN ESTIMATED 100 FEET HIGH, AND A MEASURED 10 FEET IN
 MD1596'DIAMETER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2505 ***********************************************************************
 LB2505  DESIGNATION -  CICERO
 LB2505  PID         -  LB2505
 LB2505  STATE/COUNTY-  IN/HAMILTON
 LB2505  COUNTRY     -  US
 LB2505  USGS QUAD   -  ARCADIA (2019)
 LB2505
 LB2505                         *CURRENT SURVEY CONTROL
 LB2505  ______________________________________________________________________
 LB2505* NAD 83(1997) POSITION- 40 08 02.47369(N) 086 00 49.59103(W)   ADJUSTED
 LB2505* NAVD 88 ORTHO HEIGHT -   257.68  (+/-2cm)      845.4   (feet) VERTCON3
 LB2505  ______________________________________________________________________
 LB2505  GEOID HEIGHT    -        -34.179 (meters)                     GEOID18
 LB2505  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LB2505  HORZ ORDER      -  SECOND
 LB2505  VERT ORDER      -  THIRD ? (See Below)
 LB2505
 LB2505.The horizontal coordinates were established by classical geodetic methods
 LB2505.and adjusted by the National Geodetic Survey in May 1999.
 LB2505
 LB2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2505
 LB2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2505.GEOID18 height accuracy estimate available here.
 LB2505
 LB2505.The vertical order pertains to the NGVD 29 superseded value.
 LB2505
 LB2505.Click photographs - Photos may exist for this station.
 LB2505
 LB2505.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2505
 LB2505. The following values were computed from the NAD 83(1997) position.
 LB2505
 LB2505;                    North         East     Units Scale Factor Converg.
 LB2505;SPC IN E     -   542,455.986    70,418.041   MT  0.99997744   -0 13 25.5
 LB2505;SPC IN E     - 1,779,707.68    231,029.86   sFT  0.99997744   -0 13 25.5
 LB2505;UTM  16      - 4,443,098.478   584,019.745   MT  0.99968690   +0 38 08.6
 LB2505
 LB2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2505!SPC IN E     -   0.99996494  x   0.99997744  =   0.99994238
 LB2505!UTM  16      -   0.99996494  x   0.99968690  =   0.99965185
 LB2505
 LB2505:                Primary Azimuth Mark                     Grid Az
 LB2505:SPC IN E     -  TUCKER                                   352 32 44.0
 LB2505:UTM  16      -  TUCKER                                   351 41 09.9
 LB2505
 LB2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8401943098(NAD 83)
 LB2505
 LB2505|---------------------------------------------------------------------|
 LB2505| PID    Reference Object                     Distance      Geod. Az  |
 LB2505|                                                           dddmmss.s |
 LB2505| CC8436 CICERO RM                            13.175 METERS 28236     |
 LB2505| LB2503 TUCKER                              464.807 METERS 3521918.5 |
 LB2505|---------------------------------------------------------------------|
 LB2505
 LB2505                          SUPERSEDED SURVEY CONTROL
 LB2505
 LB2505  NAD 83(1986)-  40 08 02.45922(N)    086 00 49.58990(W) AD(       ) 2
 LB2505  NAD 27      -  40 08 02.33900(N)    086 00 49.65900(W) AD(       ) 2
 LB2505  USSD        -  40 08 02.37200(N)    086 00 49.45900(W) AD(       ) 3
 LB2505  NGVD 29             257.80   (m)          845.8    (f) LEVELING    3  
 LB2505
 LB2505.Superseded values are not recommended for survey control.
 LB2505
 LB2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2505.See file dsdata.pdf to determine how the superseded data were derived.
 LB2505
 LB2505_MARKER: DS = TRIANGULATION STATION DISK
 LB2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2505_STAMPING: CICERO 1920
 LB2505_MARK LOGO: CGS
 LB2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2505+STABILITY: SURFACE MOTION
 LB2505
 LB2505  HISTORY     - Date     Condition        Report By
 LB2505  HISTORY     - 1920     MONUMENTED       CGS
 LB2505  HISTORY     - 1934     GOOD             INGS
 LB2505  HISTORY     - 1962     SEE DESCRIPTION  USGS
 LB2505  HISTORY     - 1981     SEE DESCRIPTION  NGS
 LB2505
 LB2505                          STATION DESCRIPTION
 LB2505
 LB2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2505'STATION IS ABOUT 1/8 MILE N OF CICERO RAILROAD STATION, ON THE E SIDE
 LB2505'OF THE LAKE ERIE AND WESTERN RAILROAD, ABOUT 100 YARDS N OF CASS
 LB2505'STREET, 20 YARDS S OF SWITCH SIGNAL TO SIDING, 20 YARDS W OF KOKOMO
 LB2505'HIGHWAY, 3.260 METERS (10.7 FEET) E OF THE E AND NEAREST RAIL OF
 LB2505'THE MAIN TRACK.
 LB2505'
 LB2505'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2505'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS NEAR THE FENCE
 LB2505'LINE ON THE W SIDE OF THE TRACK, 13.175 METERS (43.23 FEET) FROM
 LB2505'THE STATION N 77 DEG 24 MIN W.
 LB2505
 LB2505                          STATION RECOVERY (1934)
 LB2505
 LB2505'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2505'STATION RECOVERED.
 LB2505
 LB2505                          STATION RECOVERY (1962)
 LB2505
 LB2505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LB2505'STATION HAS BEEN DESTROYED.  REFERENCE MARKS WERE RECOVERED AS
 LB2505'DESCRIBED.
 LB2505
 LB2505                          STATION RECOVERY (1981)
 LB2505
 LB2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2505'LOCATION FALLS IN MIDDLE OF ASPHALT STREET BUILT NEXT TO RR TRACKS.
 LB2505'NO SURVEY BOX FD.
 LB2505'
 LB2505'RF. MK. COULD NOT BE LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2504 ***********************************************************************
 LB2504  DESIGNATION -  CICERO MUNICIPAL TANK
 LB2504  PID         -  LB2504
 LB2504  STATE/COUNTY-  IN/HAMILTON
 LB2504  COUNTRY     -  US
 LB2504  USGS QUAD   -  ARCADIA (2019)
 LB2504
 LB2504                         *CURRENT SURVEY CONTROL
 LB2504  ______________________________________________________________________
 LB2504* NAD 83(1997) POSITION- 40 07 54.02592(N) 086 00 49.98892(W)   ADJUSTED
 LB2504  ______________________________________________________________________
 LB2504  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 LB2504  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LB2504  HORZ ORDER      -  THIRD
 LB2504
 LB2504.The horizontal coordinates were established by classical geodetic methods
 LB2504.and adjusted by the National Geodetic Survey in May 1999.
 LB2504
 LB2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2504.GEOID18 height accuracy estimate available here.
 LB2504
 LB2504.Click photographs - Photos may exist for this station.
 LB2504
 LB2504.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2504
 LB2504. The following values were computed from the NAD 83(1997) position.
 LB2504
 LB2504;                    North         East     Units Scale Factor Converg.
 LB2504;SPC IN E     -   542,195.470    70,407.604   MT  0.99997744   -0 13 25.7
 LB2504;SPC IN E     - 1,778,852.97    230,995.61   sFT  0.99997744   -0 13 25.7
 LB2504;UTM  16      - 4,442,837.911   584,013.218   MT  0.99968689   +0 38 08.3
 LB2504
 LB2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8401342837(NAD 83)
 LB2504
 LB2504                          SUPERSEDED SURVEY CONTROL
 LB2504
 LB2504  NAD 83(1986)-  40 07 54.03224(N)    086 00 50.00421(W) AD(       ) 3
 LB2504  NAD 27      -  40 07 53.89500(N)    086 00 50.05400(W) AD(       ) 3
 LB2504
 LB2504.Superseded values are not recommended for survey control.
 LB2504
 LB2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2504.See file dsdata.pdf to determine how the superseded data were derived.
 LB2504
 LB2504_MARKER: 51 = TANK
 LB2504
 LB2504  HISTORY     - Date     Condition        Report By
 LB2504  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2504
 LB2504                          STATION DESCRIPTION
 LB2504
 LB2504'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2622 ***********************************************************************
 LB2622  DESIGNATION -  CICOTT
 LB2622  PID         -  LB2622
 LB2622  STATE/COUNTY-  IN/CASS
 LB2622  COUNTRY     -  US
 LB2622  USGS QUAD   -  BURNETTSVILLE (2019)
 LB2622
 LB2622                         *CURRENT SURVEY CONTROL
 LB2622  ______________________________________________________________________
 LB2622* NAD 83(1997) POSITION- 40 45 58.72153(N) 086 33 10.93967(W)   ADJUSTED
 LB2622* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 LB2622  ______________________________________________________________________
 LB2622  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 LB2622  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LB2622  HORZ ORDER      -  SECOND
 LB2622
 LB2622.The horizontal coordinates were established by classical geodetic methods
 LB2622.and adjusted by the National Geodetic Survey in May 1999.
 LB2622
 LB2622.The orthometric height was scaled from a topographic map.
 LB2622
 LB2622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2622.GEOID18 height accuracy estimate available here.
 LB2622
 LB2622.Click photographs - Photos may exist for this station.
 LB2622
 LB2622.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2622
 LB2622. The following values were computed from the NAD 83(1997) position.
 LB2622
 LB2622;                    North         East     Units Scale Factor Converg.
 LB2622;SPC IN E     -   612,985.569    25,164.194   MT  1.00003557   -0 34 43.7
 LB2622;SPC IN E     - 2,011,103.49     82,559.53   sFT  1.00003557   -0 34 43.7
 LB2622;SPC IN W     -   612,742.865   944,772.241   MT  0.99999133   +0 20 46.6
 LB2622;SPC IN W     - 2,010,307.22  3,099,640.26   sFT  0.99999133   +0 20 46.6
 LB2622;UTM  16      - 4,512,912.030   537,722.630   MT  0.99961751   +0 17 30.7
 LB2622
 LB2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2622!SPC IN E     -   0.99996942  x   1.00003557  =   1.00000499
 LB2622!SPC IN W     -   0.99996942  x   0.99999133  =   0.99996075
 LB2622!UTM  16      -   0.99996942  x   0.99961751  =   0.99958694
 LB2622
 LB2622:                Primary Azimuth Mark                     Grid Az
 LB2622:SPC IN E     -  CICOTT AZ MK                             255 07 35.0
 LB2622:SPC IN W     -  CICOTT AZ MK                             254 12 04.7
 LB2622:UTM  16      -  CICOTT AZ MK                             254 15 20.6
 LB2622
 LB2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3772212912(NAD 83)
 LB2622
 LB2622|---------------------------------------------------------------------|
 LB2622| PID    Reference Object                     Distance      Geod. Az  |
 LB2622|                                                           dddmmss.s |
 LB2622| LB2437 ROYAL CENTER MUNICIPAL TANK         APPROX.11.9 KM 0224536.6 |
 LB2622| CC8438 CICOTT RM 1                          23.832 METERS 15514     |
 LB2622| CC8437 CICOTT AZ MK                                       2543251.3 |
 LB2622| CC8439 CICOTT RM 2                          32.739 METERS 28817     |
 LB2622|---------------------------------------------------------------------|
 LB2622
 LB2622                          SUPERSEDED SURVEY CONTROL
 LB2622
 LB2622  NAD 83(1986)-  40 45 58.72681(N)    086 33 10.95001(W) AD(       ) 2
 LB2622  NAD 27      -  40 45 58.58190(N)    086 33 10.92630(W) AD(       ) 2
 LB2622
 LB2622.Superseded values are not recommended for survey control.
 LB2622
 LB2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2622.See file dsdata.pdf to determine how the superseded data were derived.
 LB2622
 LB2622_MARKER: DS = TRIANGULATION STATION DISK
 LB2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2622_STAMPING: CICOTT 1948
 LB2622_MARK LOGO: CGS
 LB2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2622+STABILITY: SURFACE MOTION
 LB2622
 LB2622  HISTORY     - Date     Condition        Report By
 LB2622  HISTORY     - 1948     MONUMENTED       CGS
 LB2622
 LB2622                          STATION DESCRIPTION
 LB2622
 LB2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2622'STATION IS LOCATED ABOUT 9 MILES WEST OF LOGANSPORT ON PROPERTY OWNED
 LB2622'BY MR. CLINT HEINY.  IT IS 69 FEET SOUTH OF A 30 INCH OAK TREE, 34
 LB2622'FEET WEST OF A FENCELINE AND 9 FEET NORTHWEST OF A WHITE WITNESS
 LB2622'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CICOTT
 LB2622'1948.
 LB2622'
 LB2622'REFERENCE MARK NO. 1 IS 78.19 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2622'1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LB2622'IS STAMPED CICOTT NO 1 1948.
 LB2622'
 LB2622'REFERENCE MARK NO. 2 IS 107.41 FEET NORTHWEST OF THE STATION.  IT IS
 LB2622'6 FEET EAST OF A 24 INCH OAK TREE.  THE MARK PROJECTS 6 INCHES AND
 LB2622'THE DISK IS STAMPED CICOTT NO 2 1948.
 LB2622'
 LB2622'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION.  IT IS 46 FEET SOUTH
 LB2622'OF THE CENTER OF U. S. HIGHWAY NO. 24, 41 FEET EAST OF THE CENTER OF
 LB2622'GRAVEL ROAD, 25 FEET NORTH OF THE NORTH RAIL OF RAILROAD AND 5 FEET
 LB2622'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 LB2622'DISK IS STAMPED CICOTT 1948.
 LB2622'
 LB2622'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS NO. 24,
 LB2622'NO. 35 AND STATE HIGHWAY NO. 29 IN LOGANSPORT GO WEST ON U. S.
 LB2622'HIGHWAYS NO. 24 AND 35 FOR 1.9 MILES TO THE JUNCTION OF THE
 LB2622'HIGHWAYS, CONTINUE WEST ON U. S. HIGHWAY NO. 24 FOR 8.4 MILES TO A
 LB2622'DRIVEWAY ON THE RIGHT, TURN RIGHT ON DRIVEWAY AND GO NORTH FOR 0.2
 LB2622'MILE TO THE HOUSE, TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE TOP
 LB2622'OF HILL AND STATION AS DESCRIBED.
 LB2622'
 LB2622'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2314 ***********************************************************************
 ME2314  DESIGNATION -  CIHAK
 ME2314  PID         -  ME2314
 ME2314  STATE/COUNTY-  IN/MARSHALL
 ME2314  COUNTRY     -  US
 ME2314  USGS QUAD   -  CULVER (2019)
 ME2314
 ME2314                         *CURRENT SURVEY CONTROL
 ME2314  ______________________________________________________________________
 ME2314* NAD 83(1997) POSITION- 41 13 45.72706(N) 086 27 59.73768(W)   ADJUSTED
 ME2314* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 ME2314  ______________________________________________________________________
 ME2314  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME2314  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 ME2314  HORZ ORDER      -  SECOND
 ME2314
 ME2314.The horizontal coordinates were established by classical geodetic methods
 ME2314.and adjusted by the National Geodetic Survey in May 1999.
 ME2314
 ME2314.The orthometric height was scaled from a topographic map.
 ME2314
 ME2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2314.GEOID18 height accuracy estimate available here.
 ME2314
 ME2314.Click photographs - Photos may exist for this station.
 ME2314
 ME2314.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2314
 ME2314. The following values were computed from the NAD 83(1997) position.
 ME2314
 ME2314;                    North         East     Units Scale Factor Converg.
 ME2314;SPC IN E     -   664,338.707    32,933.782   MT  1.00002200   -0 31 38.0
 ME2314;SPC IN E     - 2,179,584.57    108,050.25   sFT  1.00002200   -0 31 38.0
 ME2314;SPC IN W     -   664,213.559   951,707.604   MT  0.99999956   +0 24 23.4
 ME2314;SPC IN W     - 2,179,173.98  3,122,394.03   sFT  0.99999956   +0 24 23.4
 ME2314;UTM  16      - 4,564,356.815   544,704.488   MT  0.99962460   +0 21 05.6
 ME2314
 ME2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2314!SPC IN E     -   0.99996954  x   1.00002200  =   0.99999154
 ME2314!SPC IN W     -   0.99996954  x   0.99999956  =   0.99996910
 ME2314!UTM  16      -   0.99996954  x   0.99962460  =   0.99959416
 ME2314
 ME2314:                Primary Azimuth Mark                     Grid Az
 ME2314:SPC IN E     -  KNOX                                     296 00 22.4
 ME2314:SPC IN W     -  KNOX                                     295 04 21.0
 ME2314:UTM  16      -  KNOX                                     295 07 38.8
 ME2314
 ME2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4470464356(NAD 83)
 ME2314
 ME2314|---------------------------------------------------------------------|
 ME2314| PID    Reference Object                     Distance      Geod. Az  |
 ME2314|                                                           dddmmss.s |
 ME2314| ME2344 CONVENT ANCILLA DOMINI SPIRE        APPROX.12.2 KM 0082816.6 |
 ME2314| CM3301 CIHAK RM 3                           28.104 METERS 07346     |
 ME2314| CM3299 CIHAK RM 1                           28.130 METERS 07346     |
 ME2314| ME2311 CULVER MILITARY ACAD CH SPIRE       APPROX. 5.3 KM 0950743.3 |
 ME2314| ME2318 CULVER MILITARY ACADEMY TANK        APPROX. 5.0 KM 0952532.0 |
 ME2314| ME2319 CULVER MUNICIPAL TANK               APPROX. 3.9 KM 1081220.4 |
 ME2314| CM3298 CIHAK AZ MK                                        1190930.8 |
 ME2314| CM3300 CIHAK RM 2                           28.725 METERS 20523     |
 ME2314| ME0689 KNOX                                APPROX.14.3 KM 2952844.4 |
 ME2314|---------------------------------------------------------------------|
 ME2314
 ME2314                          SUPERSEDED SURVEY CONTROL
 ME2314
 ME2314  NAD 83(1986)-  41 13 45.73238(N)    086 27 59.74494(W) AD(       ) 2
 ME2314  NAD 27      -  41 13 45.58100(N)    086 27 59.71520(W) AD(       ) 2
 ME2314
 ME2314.Superseded values are not recommended for survey control.
 ME2314
 ME2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2314.See file dsdata.pdf to determine how the superseded data were derived.
 ME2314
 ME2314_MARKER: DS = TRIANGULATION STATION DISK
 ME2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2314_STAMPING: CIHAK 1952
 ME2314_MARK LOGO: CGS
 ME2314_PROJECTION: RECESSED 46 CENTIMETERS
 ME2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2314+STABILITY: SURFACE MOTION
 ME2314
 ME2314  HISTORY     - Date     Condition        Report By
 ME2314  HISTORY     - 1952     MONUMENTED       CGS
 ME2314  HISTORY     - 1975     GOOD             NGS
 ME2314
 ME2314                          STATION DESCRIPTION
 ME2314
 ME2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2314'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CULVER ALONG THE SOUTH
 ME2314'SIDE OF STATE HIGHWAY 10 AND IS JUST EAST OF THE MARSHALL AND STARKE
 ME2314'COUNTY LINE ON PROPERTY OWNED BY ANTON CIHAK.  IT IS 63 FEET SOUTHEAST
 ME2314'OF THE COUNTY LINE SIGN, 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME2314'49 FEET SOUTHEAST OF A FENCE CORNER, 33 FEET SOUTHEAST OF A POWERLINE
 ME2314'POLE AND 27 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 ME2314'UNDERGROUND ABOUT 18 INCHES AND THE DISK IS STAMPED CIHAK 1952.
 ME2314'
 ME2314'REFERENCE MARK NO. 1 IS 113 FEET WEST OF THE CENTER OF A DRIVEWAY AND
 ME2314'22 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 4
 ME2314'INCHES AND THE DISK IS STAMPED CIHAK NO 1 1952.
 ME2314'
 ME2314'REFERENCE MARK NO. 2 IS 134 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME2314'31 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF A FENCELINE.  THE
 ME2314'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CIHAK NO 2 1952.
 ME2314'
 ME2314'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10, 3
 ME2314'FEET WEST OF A TELEPHONE LINE POLE AND 2 FEET WEST OF A WHITE WITNESS
 ME2314'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CIHAK 1952.
 ME2314'
 ME2314'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17
 ME2314'WHICH IS ABOUT 1/2 MILES NORTH OF CULVER, GO WEST ON STATE HIGHWAY 10
 ME2314'FOR 2.25 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.55
 ME2314'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2314'
 ME2314'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2314
 ME2314                          STATION RECOVERY (1975)
 ME2314
 ME2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2314'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 ME2314'REFERENCE MARK 1 WAS FOUND WITH THE DISK SHEARED OFF PROBALLY BY
 ME2314'HIGHWAY CONSTRUCTION EQUIPMENT.  REFERENCE MARK 3 WAS ESTABLISHED, AND
 ME2314'THE DISK SET IN THE SAME MONUMENT THAT REFERENCE MARK 1 WAS SET IN.
 ME2314'THE AZIMUTH MARK WAS FOUND DESTROYED WITH ONLY PIECES OF CONCRETE
 ME2314'REMAINING.  DUE TO THE STATION BEING IN A THICK GROVE OF TREES THERE
 ME2314'WAS NO OBJECT TO SET ANOTHER AZIMUTH MARK.
 ME2314'
 ME2314'THE STATION IS ON PROPERTY OWNED BY MR. ANTON CIHAK WHO LIVES JUST
 ME2314'SOUTH OF THE STATION.  IT IS 94 FEET SOUTHEAST OF THE MARSHALL-STARKE
 ME2314'COUNTY LINE SIGN, 66 FEET NORTHEAST OF A POWER POLE, 50 FEET SOUTH OF
 ME2314'THE CENTERLINE OF STATE HIGHWAY 10, 41.5 FEET EAST OF A FENCE, 33 FEET
 ME2314'SOUTHEAST OF POWER POLE WITH A TRANSFORMER AT THE TOP AND 27 FEET
 ME2314'SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS UNDERGROUND 12-INCHES
 ME2314'AND THE DISK IS STAMPED CIHAK 1952.
 ME2314'
 ME2314'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17 AT
 ME2314'THE NORTHWEST EDGE OF CULVER, GO WEST ON HIGHWAY 10 FOR 1.8 MILE TO
 ME2314'THE STATION ON THE LEFT AS DESCRIBED.
 ME2314'
 ME2314'REFERENCE MARK 2 IS 42 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 ME2314'DRIVEWAY, 31 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A FENCE.
 ME2314'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CIHAK NO 2
 ME2314'1952.
 ME2314'
 ME2314'REFERENCE MARK 3 IS 118 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 24
 ME2314'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A METAL
 ME2314'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2314'CIHAK 1952 NO 3 1975.
 ME2314'
 ME2314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 ME2314'NORTHWEST OF CULVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0800 ***********************************************************************
 MD0800  DESIGNATION -  CLARK
 MD0800  PID         -  MD0800
 MD0800  STATE/COUNTY-  IN/WHITLEY
 MD0800  COUNTRY     -  US
 MD0800  USGS QUAD   -  LAUD (2019)
 MD0800
 MD0800                         *CURRENT SURVEY CONTROL
 MD0800  ______________________________________________________________________
 MD0800* NAD 83(1997) POSITION- 41 05 06.86337(N) 085 22 29.20970(W)   ADJUSTED
 MD0800* NAVD 88 ORTHO HEIGHT -   266.981 (meters)      875.92  (feet) ADJUSTED
 MD0800  ______________________________________________________________________
 MD0800  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 MD0800  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 MD0800  DYNAMIC HEIGHT  -        266.875 (meters)      875.57  (feet) COMP
 MD0800  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 MD0800
 MD0800  HORZ ORDER      -  SECOND
 MD0800  VERT ORDER      -  SECOND    CLASS 0
 MD0800
 MD0800.The horizontal coordinates were established by classical geodetic methods
 MD0800.and adjusted by the National Geodetic Survey in May 1999.
 MD0800
 MD0800.The orthometric height was determined by differential leveling and
 MD0800.adjusted by the NATIONAL GEODETIC SURVEY
 MD0800.in June 1991.
 MD0800
 MD0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0800.GEOID18 height accuracy estimate available here.
 MD0800
 MD0800.Click photographs - Photos may exist for this station.
 MD0800
 MD0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0800
 MD0800.The dynamic height is computed by dividing the NAVD 88
 MD0800.geopotential number by the normal gravity value computed on the
 MD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0800.degrees latitude (g = 980.6199 gals.).
 MD0800
 MD0800.The modeled gravity was interpolated from observed gravity values.
 MD0800
 MD0800. The following values were computed from the NAD 83(1997) position.
 MD0800
 MD0800;                    North         East     Units Scale Factor Converg.
 MD0800;SPC IN E     -   648,065.221   124,525.431   MT  0.99997407   +0 11 30.6
 MD0800;SPC IN E     - 2,126,193.98    408,547.18   sFT  0.99997407   +0 11 30.6
 MD0800;UTM  16      - 4,549,492.099   636,509.740   MT  0.99982935   +1 04 05.6
 MD0800
 MD0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0800!SPC IN E     -   0.99996330  x   0.99997407  =   0.99993737
 MD0800!UTM  16      -   0.99996330  x   0.99982935  =   0.99979266
 MD0800
 MD0800:                Primary Azimuth Mark                     Grid Az
 MD0800:SPC IN E     -  CLARK AZ MK                              159 00 12.3
 MD0800:UTM  16      -  CLARK AZ MK                              158 07 37.3
 MD0800
 MD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3650949492(NAD 83)
 MD0800
 MD0800|---------------------------------------------------------------------|
 MD0800| PID    Reference Object                     Distance      Geod. Az  |
 MD0800|                                                           dddmmss.s |
 MD0800| CC8441 CLARK AZ MK                                        1591142.9 |
 MD0800| MD0799 CLARK RM 2                           31.516 METERS 18647     |
 MD0800| MD0798 CLARK RM 1                           41.118 METERS 35738     |
 MD0800|---------------------------------------------------------------------|
 MD0800
 MD0800                          SUPERSEDED SURVEY CONTROL
 MD0800
 MD0800  NAD 83(1995)-  41 05 06.86531(N)    085 22 29.21550(W) AD(       ) 2
 MD0800  NAD 83(1986)-  41 05 06.86559(N)    085 22 29.22226(W) AD(       ) 2
 MD0800  NAD 27      -  41 05 06.69620(N)    085 22 29.30850(W) AD(       ) 2
 MD0800  NGVD 29 (??/??/92)  267.134  (m)          876.42   (f) ADJ UNCH    2 0
 MD0800  NGVD 29             267.13   (m)          876.4    (f) LEVELING    3  
 MD0800
 MD0800.Superseded values are not recommended for survey control.
 MD0800
 MD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0800.See file dsdata.pdf to determine how the superseded data were derived.
 MD0800
 MD0800_MARKER: DS = TRIANGULATION STATION DISK
 MD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0800_STAMPING: CLARK 1946
 MD0800_MARK LOGO: CGS
 MD0800_PROJECTION: RECESSED 30 CENTIMETERS
 MD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0800+STABILITY: SURFACE MOTION
 MD0800
 MD0800  HISTORY     - Date     Condition        Report By
 MD0800  HISTORY     - 1946     MONUMENTED       CGS
 MD0800  HISTORY     - 1963     GOOD             CGS
 MD0800  HISTORY     - 1963     GOOD             CGS
 MD0800  HISTORY     - 1963     GOOD             CGS
 MD0800
 MD0800                          STATION DESCRIPTION
 MD0800
 MD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0800'THE STATION IS LOCATED ABOUT 12 MILES WEST OF FORT WAYNE ALONG THE
 MD0800'EAST SIDE OF A GRAVEL ROAD AND 1/2 MILE NORTH OF STATE HIGHWAY 14.  IT
 MD0800'IS 171 FEET SOUTH OF THE SOUTH RAIL OF THE NEW YORK, CHICAGO AND ST.
 MD0800'LOUIS RAILROAD, 31 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 MD0800'ROAD AND 14 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS ABOUT
 MD0800'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MD0800'CLARK 1946.
 MD0800'
 MD0800'REFERENCE MARK NO. 1 IS 134.90 FEET NORTH OF THE STATION, 27 FEET EAST
 MD0800'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 26 FEET SOUTH OF THE
 MD0800'SOUTH RAIL OF THE NEW YORK, CHICAGO, AND ST. LOUIS RAILROAD, 8 FEET
 MD0800'EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MD0800'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARK NO 1
 MD0800'1946.
 MD0800'
 MD0800'REFERENCE MARK NO. 2 IS 103.40 FEET SOUTH OF THE STATION, 18 FEET EAST
 MD0800'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 4 FEET NORTHEAST OF A
 MD0800'6 INCH ELM AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 MD0800'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CLARK NO 2 1946.
 MD0800'
 MD0800'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF THE STATION,
 MD0800'60 FEET WEST OF POWERLINE POLE NO. 25193, 40 FEET NORTH OF THE
 MD0800'CENTERLINE OF STATE HIGHWAY 14 AND 2 FEET SOUTH OF AN EAST-WEST FENCE
 MD0800'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CLARK
 MD0800'1946.
 MD0800'
 MD0800'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD0800'WEST ON STATE HIGHWAY 14 FOR 02.7 MILES TO A FORK IN THE HIGHWAY.
 MD0800'KEEP RIGHT ON STATE HIGHWAY 14 FOR 09.8 MILES TO THE AZIMUTH MARK ON
 MD0800'THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.1 MILE TO A GRAVEL
 MD0800'CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO THE STATION ON THE
 MD0800'RIGHT AS DESCRIBED.
 MD0800'
 MD0800'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0800
 MD0800                          STATION RECOVERY (1963)
 MD0800
 MD0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0800'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 MD0800'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 MD0800'WERE VEREFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 MD0800'FOLLOWING CHANGES AND ADDITIONS-
 MD0800'
 MD0800'AN 8 FOOT DIAMETER CONCRETE CAMERA TARGET WAS ERECTED AROUND THE
 MD0800'STATION MARK.  THE STATION MARK IS ABOUT 14 INCHES BELOW THE SURFACE
 MD0800'OF THE TARGET.  THE 6 INCH ELM TREE HAS BEEN CUT AND ONLY A TWO FOOT
 MD0800'STUMP REMAINS.  THE GRAVEL CROSS ROAD IS NOW WHITLEY COUNTY ROAD 600
 MD0800'E.
 MD0800
 MD0800                          STATION RECOVERY (1963)
 MD0800
 MD0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0800'ABOUT 12 MILES W OF DOWNTOWN FORT WAYNE, OR 10.0 MILES W ALONG NO. 14
 MD0800'INDIANA HWY.  FROM ITS Y-INTERSECTION WITH NO. 24 U.S. HWY. OR 7.8
 MD0800'MILES W ALONG SAME FROM THE BRIDGE OVER NO. 69 INTERSTATE HWY. AND
 MD0800'TURN RIGHT ONTO NO. 600 E COUNTY ROAD, THENCE 0.5 MILE N TO STATION ON
 MD0800'RIGHT, 171.3 FEET S OF S RAIL OF NEW YORK, CHICAGO AND ST. LOUIS R.R.,
 MD0800'33 FEET E OF CENTER LINE OF GRAVEL ROAD, IN CENTER OF 12-INCH OPEN
 MD0800'HOLE AT CENTER OF 8-FOOT CIRCLE OF CONCRETE (POSSIBLY AERIAL PHOTO
 MD0800'IDENTIFICATION TARGET), STANDARD DISKS STAMPED CLARK 1946 IN 1A AND 7A
 MD0800'MARKS WITH THE UPPER MARK ABOUT ONE FOOT UNDERGROUND.
 MD0800'
 MD0800'REFERENCE STAMPED CLARK NO 1 1946, NOTE 11A, FLUSH, IS 134.90 FEET OR
 MD0800'41.118 METERS N IN AZIMUTH 177 DEG 38 MIN FROM STATION, 36.4 FEET S OF
 MD0800'S RAIL, 0.7 FOOT LOWER THAN TOP OF SAME, 8 FEET E OF FENCE CORNER, AND
 MD0800'1.6 FEET N OF THE FENCE.
 MD0800'
 MD0800'REFERENCE STAMPED CLARK NO 2 1946, NOTE 11A, FLUSH, IS 103.40 FEET OR
 MD0800'31.516 METERS S IN AZIMUTH 6 DEG 47 MIN FROM STATION, 19 FEET E OF
 MD0800'CENTER LINE OF ROAD, LEVEL WITH SAME, AND 1.2 FEET S OF STEEL WITNESS
 MD0800'POST.
 MD0800'
 MD0800'AZIMUTH MARK STAMPED CLARK 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD0800'0.5 MILE SSE FROM STATION, 0.2 MILE E OF CROSSROADS, 60-1/2 FEET W OF
 MD0800'NO. 25193 POWER POLE, 38-1/2 FEET N OF CENTER LINE OF 24-FOOT ASPHALT
 MD0800'HWY. PAVEMENT, AND 1-1/2 FEET W OF STEEL WITNESS POST.
 MD0800
 MD0800                          STATION RECOVERY (1963)
 MD0800
 MD0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0800'4.3 MI WSW FROM ARCOLA.
 MD0800'LOCATED 4.3 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ARCOLA.
 MD0800'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.05 MILE WEST ON
 MD0800'THE ARCOLA ROAD THE EME ROAD, TURN LEFT AND GO 0.9 MILE SOUTH ON
 MD0800'THE EME ROAD TO THE BASS ROAD, TURN RIGHT AND GO 4.1 MILES WEST
 MD0800'ON THE BASS ROAD (WHITLEY COUNTY ROAD 500 S) TO WHITLEY COUNTY
 MD0800'ROAD 600 E, TURN LEFT AND GO 0.3 MILE SOUTH TO MARK ON THE LEFT
 MD0800'ON THE FARM OF MR. CLARK.  IT IS 171.0 FT. SOUTH OF THE SOUTH
 MD0800'RAIL OF THE NEW YORK-CHICAGO AND ST. LOUIS RAIL ROAD, 31.0 FEET
 MD0800'EAST OF THE CENTERLINE OF WHITLEY COUNTY ROAD 600 E AND 14.0 FEET
 MD0800'EAST OF A WIRE FENCE.  A STANDARD TRIANGULATION DISK STAMPED
 MD0800'CLARK 1946, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MD0800'THAT IS 14 INCHES BELOW THE SURFACE OF AN 8 FOOT ROUND CONCRETE
 MD0800'CAMERA TARGET.  THE CENTER OF THE CAMERA TARGET WAS LEFT OPEN FOR
 MD0800'ACCESS TO THE DISK AND THE HOLE WAS FILLED WITH PEA GRAVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2121 ***********************************************************************
 HZ2121  DESIGNATION -  CLARK
 HZ2121  PID         -  HZ2121
 HZ2121  STATE/COUNTY-  IN/CLARK
 HZ2121  COUNTRY     -  US
 HZ2121  USGS QUAD   -  OWEN (2019)
 HZ2121
 HZ2121                         *CURRENT SURVEY CONTROL
 HZ2121  ______________________________________________________________________
 HZ2121* NAD 83(1997) POSITION- 38 27 52.20718(N) 085 35 07.31241(W)   ADJUSTED
 HZ2121* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 HZ2121  ______________________________________________________________________
 HZ2121  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 HZ2121  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 HZ2121  HORZ ORDER      -  SECOND
 HZ2121
 HZ2121.The horizontal coordinates were established by classical geodetic methods
 HZ2121.and adjusted by the National Geodetic Survey in May 1999.
 HZ2121
 HZ2121.The orthometric height was scaled from a topographic map.
 HZ2121
 HZ2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2121.GEOID18 height accuracy estimate available here.
 HZ2121
 HZ2121.Click photographs - Photos may exist for this station.
 HZ2121
 HZ2121.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2121
 HZ2121. The following values were computed from the NAD 83(1997) position.
 HZ2121
 HZ2121;                    North         East     Units Scale Factor Converg.
 HZ2121;SPC IN E     -   357,055.568   107,095.451   MT  0.99996729   +0 03 02.1
 HZ2121;SPC IN E     - 1,171,439.81    351,362.33   sFT  0.99996729   +0 03 02.1
 HZ2121;SPC KY1Z     - 1,236,539.955 1,514,368.033   MT  0.99995753   +0 06 03.9
 HZ2121;SPC KY1Z     - 4,056,881.50  4,968,389.12   sFT  0.99995753   +0 06 03.9
 HZ2121;SPC KY N     -   107,901.806   383,463.809   MT  0.99996208   -0 49 50.5
 HZ2121;SPC KY N     -   354,007.84  1,258,080.85   sFT  0.99996208   -0 49 50.5
 HZ2121;UTM  16      - 4,258,302.345   623,416.585   MT  0.99978758   +0 52 48.2
 HZ2121
 HZ2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2121!SPC IN E     -   0.99997219  x   0.99996729  =   0.99993948
 HZ2121!SPC KY1Z     -   0.99997219  x   0.99995753  =   0.99992972
 HZ2121!SPC KY N     -   0.99997219  x   0.99996208  =   0.99993427
 HZ2121!UTM  16      -   0.99997219  x   0.99978758  =   0.99975977
 HZ2121
 HZ2121:                Primary Azimuth Mark                     Grid Az
 HZ2121:SPC IN E     -  CLARK AZ MK                              280 26 00.1
 HZ2121:SPC KY1Z     -  CLARK AZ MK                              280 22 58.3
 HZ2121:SPC KY N     -  CLARK AZ MK                              281 18 52.7
 HZ2121:UTM  16      -  CLARK AZ MK                              279 36 14.0
 HZ2121
 HZ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2341658302(NAD 83)
 HZ2121
 HZ2121|---------------------------------------------------------------------|
 HZ2121| PID    Reference Object                     Distance      Geod. Az  |
 HZ2121|                                                           dddmmss.s |
 HZ2121| HZ2114 INDIANA ORD WKS TANK 2510 3         APPROX. 0.7 KM 0420838.7 |
 HZ2121| HZ2115 INDIANA ORD WKS TANK 2402 5         APPROX. 0.7 KM 0432536.8 |
 HZ2121| CG8309 CLARK RM 1                           32.300 METERS 06629     |
 HZ2121| HZ2168 INDIANA ORD WKS TANK 2510 4         APPROX. 6.5 KM 2175719.2 |
 HZ2121| HZ2167 INDIANA ORD WKS TANK 2009           APPROX. 6.5 KM 2180503.6 |
 HZ2121| HZ2120 INDIANA ORD WKS TANK 2402 3         APPROX. 1.4 KM 2392858.8 |
 HZ2121| HZ2119 INDIANA ORD WKS TANK 2510 1         APPROX. 1.4 KM 2400644.7 |
 HZ2121| CG8308 CLARK AZ MK                                        2802902.2 |
 HZ2121| CG8310 CLARK RM 2                           29.398 METERS 31229     |
 HZ2121|---------------------------------------------------------------------|
 HZ2121
 HZ2121                          SUPERSEDED SURVEY CONTROL
 HZ2121
 HZ2121  NAD 83(1993)-  38 27 52.20741(N)    085 35 07.31233(W) AD(       ) 2
 HZ2121  NAD 83(1986)-  38 27 52.21036(N)    085 35 07.31907(W) AD(       ) 2
 HZ2121  NAD 27      -  38 27 51.98000(N)    085 35 07.46100(W) AD(       ) 2
 HZ2121
 HZ2121.Superseded values are not recommended for survey control.
 HZ2121
 HZ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2121.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2121
 HZ2121_MARKER: DS = TRIANGULATION STATION DISK
 HZ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2121_STAMPING: CLARK 1947
 HZ2121_MARK LOGO: CGS
 HZ2121_PROJECTION: FLUSH
 HZ2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2121+STABILITY: SURFACE MOTION
 HZ2121
 HZ2121  HISTORY     - Date     Condition        Report By
 HZ2121  HISTORY     - 1947     MONUMENTED       CGS
 HZ2121  HISTORY     - 1954     MARK NOT FOUND   CGS
 HZ2121
 HZ2121                          STATION DESCRIPTION
 HZ2121
 HZ2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2121'STATION IS ABOUT 5 MILES EAST-NORTHEAST OF CHARLESTOWN, ON GROUNDS OF
 HZ2121'INDIANA ORDNANCE PLANT NO. 2, ABOUT 100 YARDS SOUTHWEST OF A
 HZ2121'LARGE WHITE HOUSE, 120 FEET NORTH OF A BARN, 32 FEET NORTHEAST OF THE
 HZ2121'SOUTHWEST CORNER OF A FENCED LOT, AND 23 FEET NORTH OF A WHITE
 HZ2121'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2121'STAMPED CLARK 1947.
 HZ2121'
 HZ2121'REFERENCE MARK NO. 1 IS 105.97 FEET EAST-NORTHEAST OF THE STATION, IN
 HZ2121'THE SOUTHEAST FENCE CORNER OF THE LOT. THE MARK PROJECTS 8 INCHES,
 HZ2121'AND THE DISK IS STAMPED CLARK NO 1 1947.
 HZ2121'
 HZ2121'REFERENCE MARK NO. 2 IS 96.45 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2121'2 FEET EAST OF THE WEST FENCE OF THE LOT. THE MARK PROJECTS 6
 HZ2121'INCHES, AND THE DISK IS STAMPED CLARK NO 2 1947.
 HZ2121'
 HZ2121'AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 33 FEET EAST
 HZ2121'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 5 FEET
 HZ2121'SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2121'DISK IS STAMPED CLARK 1947.
 HZ2121'
 HZ2121'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN SOUTH
 HZ2121'CHARLESTOWN, GO NORTHEAST ON HIGHWAY 62 FOR 4.4 MILES TO MAIN
 HZ2121'ENTRANCE TO ORDNANCE PLANT NO. 2 ON RIGHT, TURN RIGHT AND GO 0.1 MILE
 HZ2121'TO GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD FOR 0.4
 HZ2121'MILE TO A CROSS ROAD, TURN RIGHT AND GO 0.4 MILE TO A CROSS ROAD,
 HZ2121'TURN LEFT AND GO 0.5 MILE TO A CROSS ROAD, TURN LEFT AND GO 0.2
 HZ2121'MILE TO A SMALL SIDE ROAD RIGHT JUST BEFORE REACHING A WHITE HOUSE,
 HZ2121'TURN RIGHT AND GO 0.05 MILE TO A GATE ON RIGHT, THEN TURN RIGHT
 HZ2121'AND GO SOUTHWEST FOR ABOUT 50 YARDS TO STATION.
 HZ2121'
 HZ2121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.05 MILE TO
 HZ2121'A CROSS ROAD, TURN LEFT AND GO 0.2 MILE TO A SIDE ROAD RIGHT,
 HZ2121'THEN TURN RIGHT AND GO 0.1 MILE TO MARK ON RIGHT.
 HZ2121'
 HZ2121'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2121
 HZ2121                          STATION RECOVERY (1954)
 HZ2121
 HZ2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HZ2121'STATION AND REFERENCE MARK 2 HAVE BEEN DESTROYED.
 HZ2121'
 HZ2121'REFERENCE MARK 1 IS STILL OKAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1923 ***********************************************************************
 JA1923  DESIGNATION -  CLARK
 JA1923  PID         -  JA1923
 JA1923  STATE/COUNTY-  IN/MARTIN
 JA1923  COUNTRY     -  US
 JA1923  USGS QUAD   -  ALFORDSVILLE (2019)
 JA1923
 JA1923                         *CURRENT SURVEY CONTROL
 JA1923  ______________________________________________________________________
 JA1923* NAD 83(1997) POSITION- 38 35 06.07638(N) 086 54 21.62112(W)   ADJUSTED
 JA1923* NAVD 88 ORTHO HEIGHT -   195.79  (+/-2cm)      642.4   (feet) VERTCON3
 JA1923  ______________________________________________________________________
 JA1923  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 JA1923  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JA1923  HORZ ORDER      -  SECOND
 JA1923  VERT ORDER      -  THIRD ? (See Below)
 JA1923
 JA1923.The horizontal coordinates were established by classical geodetic methods
 JA1923.and adjusted by the National Geodetic Survey in May 1999.
 JA1923
 JA1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1923
 JA1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1923.GEOID18 height accuracy estimate available here.
 JA1923
 JA1923.The vertical order pertains to the NGVD 29 superseded value.
 JA1923
 JA1923.Click photographs - Photos may exist for this station.
 JA1923
 JA1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1923
 JA1923. The following values were computed from the NAD 83(1997) position.
 JA1923
 JA1923;                    North         East     Units Scale Factor Converg.
 JA1923;SPC IN W     -   370,445.311   915,450.055   MT  0.99996961   +0 06 38.1
 JA1923;SPC IN W     - 1,215,369.32  3,003,439.06   sFT  0.99996961   +0 06 38.1
 JA1923;UTM  16      - 4,270,731.770   508,186.446   MT  0.99960083   +0 03 31.0
 JA1923
 JA1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1923!SPC IN W     -   0.99997440  x   0.99996961  =   0.99994401
 JA1923!UTM  16      -   0.99997440  x   0.99960083  =   0.99957524
 JA1923
 JA1923:                Primary Azimuth Mark                     Grid Az
 JA1923:SPC IN W     -  CLARK AZ MK                              171 50 13.8
 JA1923:UTM  16      -  CLARK AZ MK                              171 53 20.9
 JA1923
 JA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0818670731(NAD 83)
 JA1923
 JA1923|---------------------------------------------------------------------|
 JA1923| PID    Reference Object                     Distance      Geod. Az  |
 JA1923|                                                           dddmmss.s |
 JA1923| CG8305 CLARK AZ MK                                        1715651.9 |
 JA1923| CG8307 CLARK RM 2                           28.688 METERS 25441     |
 JA1923| CG8306 CLARK RM 1                           29.849 METERS 33927     |
 JA1923|---------------------------------------------------------------------|
 JA1923
 JA1923                          SUPERSEDED SURVEY CONTROL
 JA1923
 JA1923  NAD 83(1986)-  38 35 06.08370(N)    086 54 21.62353(W) AD(       ) 2
 JA1923  NAD 27      -  38 35 05.89500(N)    086 54 21.62400(W) AD(       ) 2
 JA1923  NGVD 29             195.91   (m)          642.7    (f) LEVELING    3  
 JA1923
 JA1923.Superseded values are not recommended for survey control.
 JA1923
 JA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1923.See file dsdata.pdf to determine how the superseded data were derived.
 JA1923
 JA1923_MARKER: DS = TRIANGULATION STATION DISK
 JA1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1923_STAMPING: CLARK 1946
 JA1923_MARK LOGO: CGS
 JA1923_PROJECTION: FLUSH
 JA1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1923+STABILITY: SURFACE MOTION
 JA1923
 JA1923  HISTORY     - Date     Condition        Report By
 JA1923  HISTORY     - 1946     MONUMENTED       CGS
 JA1923  HISTORY     - 1967     GOOD             CGS
 JA1923
 JA1923                          STATION DESCRIPTION
 JA1923
 JA1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1923'STATION IS ALONG STATE HIGHWAY 45, ABOUT 6 MILES SOUTH FROM LOOGOOTEE
 JA1923'AND 7 MILES NORTH FROM HAYSVILLE, IT IS 49.2 FEET WEST FROM THE
 JA1923'CENTERLINE OF THE HIGHWAY, 35 FEET NORTH-NORTHWEST OF A WIRE FENCE
 JA1923'CORNER AND 13.6 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 JA1923'WITH THE GROUND AND THE DISK IS STAMPED CLARK 1946.
 JA1923'
 JA1923'REFERENCE MARK NO 1 IS 97.93 FEET NORTH-NORTHEAST OF THE STATION, 37
 JA1923'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2.2 FEET SOUTHWEST OF A
 JA1923'TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1923'STAMPED CLARK NO 1 1946.
 JA1923'
 JA1923'REFERENCE MARK NO 2 IS 94.12 FEET WEST OF THE STATION, 1 FOOT NORTH OF
 JA1923'A WIRE FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1923'STAMPED CLARK NO 2 1946.
 JA1923'
 JA1923'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 38.6 FEET WEST OF
 JA1923'THE CENTERLINE OF THE HIGHWAY, 10.6 FEET SOUTHWEST OF A TELEPHONE POLE
 JA1923'AND 1.4 FEET WEST OF A WHITE WITNESS POST, 1.1 FEET WEST OF A WIRE
 JA1923'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK
 JA1923'1946.
 JA1923'
 JA1923'TO REACH THE STATION FROM HAYSVILLE, GO NORTH FROM THE HIGHWAY
 JA1923'JUNCTION SOUTH OF TOWN ON STATE HIGHWAY 45, 07.4 MILES TO THE TOP OF A
 JA1923'GRADE AND THE CURVE TO THE LEFT.  THE STATION IS ABOUT 100 YARDS
 JA1923'NORTHEAST FROM THE FARM BUILDINGS ON THE LEFT.
 JA1923'
 JA1923'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1923
 JA1923                          STATION RECOVERY (1967)
 JA1923
 JA1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1923'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 JA1923'CONDITION.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1923'
 JA1923'THE WHITE WITNESS POST WAS REPLACED BY A METAL WITNESS POST.
 JA1923'
 JA1923'THE STATION MARK IS NOW 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JA1923'
 JA1923'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE AND 4 INCHES BELOW THE
 JA1923'SURFACE OF THE GROUND.
 JA1923'
 JA1923'THE AZIMUTH MARK IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JA1923'FRAME HOUSE, 60 FEET NORTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A
 JA1923'METAL WITNESS POST.
 JA1923'
 JA1923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 JA1923'LOOGOOTEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0798 ***********************************************************************
 MD0798  DESIGNATION -  CLARK RM 1
 MD0798  PID         -  MD0798
 MD0798  STATE/COUNTY-  IN/WHITLEY
 MD0798  COUNTRY     -  US
 MD0798  USGS QUAD   -  LAUD (2019)
 MD0798
 MD0798                         *CURRENT SURVEY CONTROL
 MD0798  ______________________________________________________________________
 MD0798* NAD 83(1986) POSITION- 41 05 08.20   (N) 085 22 29.28   (W)   HD_HELD1
 MD0798* NAVD 88 ORTHO HEIGHT -   266.925 (meters)      875.74  (feet) ADJUSTED
 MD0798  ______________________________________________________________________
 MD0798  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 MD0798  DYNAMIC HEIGHT  -        266.819 (meters)      875.39  (feet) COMP
 MD0798  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 MD0798
 MD0798  VERT ORDER      -  SECOND    CLASS 0
 MD0798
 MD0798.The horizontal coordinates were determined by differentially corrected
 MD0798.hand held GPS observations or other comparable positioning techniques
 MD0798.and have an estimated accuracy of +/- 3 meters.
 MD0798
 MD0798.The orthometric height was determined by differential leveling and
 MD0798.adjusted by the NATIONAL GEODETIC SURVEY
 MD0798.in June 1991.
 MD0798
 MD0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0798.GEOID18 height accuracy estimate available here.
 MD0798
 MD0798.Click photographs - Photos may exist for this station.
 MD0798
 MD0798.The dynamic height is computed by dividing the NAVD 88
 MD0798.geopotential number by the normal gravity value computed on the
 MD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0798.degrees latitude (g = 980.6199 gals.).
 MD0798
 MD0798.The modeled gravity was interpolated from observed gravity values.
 MD0798
 MD0798;                    North         East    Units  Estimated Accuracy
 MD0798;SPC IN E     -   648,106.4     124,523.7     MT  (+/- 3 meters HH1 GPS) 
 MD0798
 MD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3650749533(NAD 83)
 MD0798
 MD0798                          SUPERSEDED SURVEY CONTROL
 MD0798
 MD0798  NGVD 29 (??/??/92)  267.079  (m)          876.24   (f) ADJ UNCH    2 0
 MD0798
 MD0798.Superseded values are not recommended for survey control.
 MD0798
 MD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0798.See file dsdata.pdf to determine how the superseded data were derived.
 MD0798
 MD0798_MARKER: DR = REFERENCE MARK DISK
 MD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0798_STAMPING: CLARK NO 1 1946
 MD0798_MARK LOGO: CGS
 MD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0798+STABILITY: SURFACE MOTION
 MD0798
 MD0798  HISTORY     - Date     Condition        Report By
 MD0798  HISTORY     - 1946     MONUMENTED       CGS
 MD0798  HISTORY     - 1963     GOOD             CGS
 MD0798
 MD0798                          STATION DESCRIPTION
 MD0798
 MD0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0798'4.3 MI WSW FROM ARCOLA.
 MD0798'LOCATED 4.3 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ARCOLA.
 MD0798'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.05 MILE WEST ON
 MD0798'THE ARCOLA ROAD TO THE EME ROAD, TURN LEFT AND GO 0.9 MILE SOUTH
 MD0798'ON THE EME ROAD TO THE BASS ROAD, TURN RIGHT AND GO 4.1 MILES
 MD0798'WEST ON THE BASS ROAD (WHITLEY COUNTY ROAD 500 S) TO WHITLEY
 MD0798'COUNTY ROAD 600 E, TURN LEFT AND GO 0.3 MILE SOUTH TO MARK ON
 MD0798'THE LEFT ON THE FARM OF MR. CLARK.  IT IS 134.9 FEET NORTH OF
 MD0798'CAMERA TARGET CLARK, 27.0 FEET EAST OF THE CENTERLINE OF WHITLEY
 MD0798'COUNTY ROAD 600 E, 26.0 FEET SOUTH OF THE NEW YORK, CHICAGO
 MD0798'AND ST. LOUIS RAILROAD, AND 8 FEET EAST OF A FENCE CORNER.  A
 MD0798'STANDARD RM DISK STAMPED CLARK NO 1 1946, SET IN TOP OF A 12
 MD0798'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0799 ***********************************************************************
 MD0799  DESIGNATION -  CLARK RM 2
 MD0799  PID         -  MD0799
 MD0799  STATE/COUNTY-  IN/WHITLEY
 MD0799  COUNTRY     -  US
 MD0799  USGS QUAD   -  LAUD (2019)
 MD0799
 MD0799                         *CURRENT SURVEY CONTROL
 MD0799  ______________________________________________________________________
 MD0799* NAD 83(1986) POSITION- 41 05 05.85   (N) 085 22 29.37   (W)   HD_HELD1
 MD0799* NAVD 88 ORTHO HEIGHT -   266.899 (meters)      875.65  (feet) ADJUSTED
 MD0799  ______________________________________________________________________
 MD0799  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 MD0799  DYNAMIC HEIGHT  -        266.793 (meters)      875.30  (feet) COMP
 MD0799  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 MD0799
 MD0799  VERT ORDER      -  SECOND    CLASS 0
 MD0799
 MD0799.The horizontal coordinates were determined by differentially corrected
 MD0799.hand held GPS observations or other comparable positioning techniques
 MD0799.and have an estimated accuracy of +/- 3 meters.
 MD0799
 MD0799.The orthometric height was determined by differential leveling and
 MD0799.adjusted by the NATIONAL GEODETIC SURVEY
 MD0799.in June 1991.
 MD0799
 MD0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0799.GEOID18 height accuracy estimate available here.
 MD0799
 MD0799.Click photographs - Photos may exist for this station.
 MD0799
 MD0799.The dynamic height is computed by dividing the NAVD 88
 MD0799.geopotential number by the normal gravity value computed on the
 MD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0799.degrees latitude (g = 980.6199 gals.).
 MD0799
 MD0799.The modeled gravity was interpolated from observed gravity values.
 MD0799
 MD0799;                    North         East    Units  Estimated Accuracy
 MD0799;SPC IN E     -   648,033.9     124,521.8     MT  (+/- 3 meters HH1 GPS) 
 MD0799
 MD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3650649460(NAD 83)
 MD0799
 MD0799                          SUPERSEDED SURVEY CONTROL
 MD0799
 MD0799  NGVD 29 (??/??/92)  267.052  (m)          876.15   (f) ADJ UNCH    2 0
 MD0799
 MD0799.Superseded values are not recommended for survey control.
 MD0799
 MD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0799.See file dsdata.pdf to determine how the superseded data were derived.
 MD0799
 MD0799_MARKER: DR = REFERENCE MARK DISK
 MD0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0799_STAMPING: CLARK NO 2 1946
 MD0799_MARK LOGO: CGS
 MD0799_PROJECTION: FLUSH
 MD0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0799+STABILITY: SURFACE MOTION
 MD0799
 MD0799  HISTORY     - Date     Condition        Report By
 MD0799  HISTORY     - 1946     MONUMENTED       CGS
 MD0799  HISTORY     - 1963     GOOD             CGS
 MD0799
 MD0799                          STATION DESCRIPTION
 MD0799
 MD0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0799'4.3 MI WSW FROM ARCOLA.
 MD0799'LOCATED 4.3 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ARCOLA.
 MD0799'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.05 MILE WEST ON
 MD0799'THE ARCOLA ROAD TO THE EME ROAD, TURN LEFT AND GO 0.9 MILE SOUTH
 MD0799'ON THE EME ROAD, TURN LEFT AND GO 0.9 MILE SOUTH ON THE EME ROAD
 MD0799'TO THE BASS ROAD, TURN RIGHT AND GO 4.1 MILES WEST ON THE BASS
 MD0799'ROAD (WHITLEY COUNTY ROAD 500 S) TO WHITLEY COUNTY ROAD 600 E,
 MD0799'TURN LEFT AND GO 0.3 MILE SOUTH TO MARK ON THE LEFT ON THE FARM
 MD0799'OF MR. CLARK.  IT IS 103.40 FEET SOUTH OF CAMERA TARGET CLARK,
 MD0799'18.0 FEET EAST OF THE CENTERLINE OF WHITLEY COUNTY ROAD 600 E,
 MD0799'4.0 FEET NORTHEAST OF A 2 FOOT DIAMETER STUMP THAT PROJECT 2
 MD0799'FEET, AND 1.9 FEET SOUTH OF A WITNESS POST BY A FENCE.  A
 MD0799'STANDARD RM DISK STAMPED CLARK NO 2 1946, SET IN TOP OF A 12
 MD0799'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1615 ***********************************************************************
 HZ1615  DESIGNATION -  CLARK S 1
 HZ1615  PID         -  HZ1615
 HZ1615  STATE/COUNTY-  IN/CLARK
 HZ1615  COUNTRY     -  US
 HZ1615  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1615
 HZ1615                         *CURRENT SURVEY CONTROL
 HZ1615  ______________________________________________________________________
 HZ1615* NAD 83(1986) POSITION- 38 26 20.     (N) 085 39 31.     (W)   SCALED
 HZ1615* NAVD 88 ORTHO HEIGHT -   180.135 (meters)      590.99  (feet) ADJUSTED
 HZ1615  ______________________________________________________________________
 HZ1615  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 HZ1615  DYNAMIC HEIGHT  -        180.015 (meters)      590.60  (feet) COMP
 HZ1615  MODELED GRAVITY -    979,961.5   (mgal)                       NAVD 88
 HZ1615
 HZ1615  VERT ORDER      -  FIRST     CLASS II
 HZ1615
 HZ1615.The horizontal coordinates were scaled from a map and have
 HZ1615.an estimated accuracy of +/- 6 seconds.
 HZ1615
 HZ1615.The orthometric height was determined by differential leveling and
 HZ1615.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1615.in June 1991.
 HZ1615
 HZ1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1615.GEOID18 height accuracy estimate available here.
 HZ1615
 HZ1615.Click photographs - Photos may exist for this station.
 HZ1615
 HZ1615.The dynamic height is computed by dividing the NAVD 88
 HZ1615.geopotential number by the normal gravity value computed on the
 HZ1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1615.degrees latitude (g = 980.6199 gals.).
 HZ1615
 HZ1615.The modeled gravity was interpolated from observed gravity values.
 HZ1615
 HZ1615;                    North         East    Units  Estimated Accuracy
 HZ1615;SPC IN E     -   354,210.      100,700.      MT  (+/- 180 meters Scaled)
 HZ1615
 HZ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH170553(NAD 83)
 HZ1615
 HZ1615                          SUPERSEDED SURVEY CONTROL
 HZ1615
 HZ1615  NGVD 29 (??/??/92)  180.29   (m)          591.5    (f) COMPUTED    1 2
 HZ1615
 HZ1615.Superseded values are not recommended for survey control.
 HZ1615
 HZ1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1615.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1615
 HZ1615_MARKER: DD = SURVEY DISK
 HZ1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1615_STAMPING: CLARK S1
 HZ1615_MARK LOGO: INHD
 HZ1615_PROJECTION: PROJECTING 20 CENTIMETERS
 HZ1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1615+STABILITY: SURFACE MOTION
 HZ1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1615+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1615
 HZ1615  HISTORY     - Date     Condition        Report By
 HZ1615  HISTORY     - UNK      MONUMENTED       INHD
 HZ1615  HISTORY     - 1965     GOOD             CGS
 HZ1615  HISTORY     - 20110909 GOOD             JCLS
 HZ1615  HISTORY     - 20180715 GOOD             GEOCAC
 HZ1615  HISTORY     - 20190915 GOOD             USPSQD
 HZ1615
 HZ1615                          STATION DESCRIPTION
 HZ1615
 HZ1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1615'AT CHARLESTOWN.
 HZ1615'AT CHARLESTOWN, AT THE SOUTH CORNER OF THE JUNCTION OF STATE
 HZ1615'HIGHWAYS 62 AND 3, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HZ1615'SOUTHEAST TRAFFIC LANE OF STATE HIGHWAY 62, 135 FEET SOUTH OF THE
 HZ1615'CENTER OF THE JUNCTION OF STATE HIGHWAYS 62 AND 3, 54 FEET
 HZ1615'SOUTHWEST OF THE CENTER LINE OF PATROL ROAD LEADING SOUTHEAST,
 HZ1615'50.5 FEET EAST OF THE NORTH CORNER OF THE FENCE AROUND THE U.S.
 HZ1615'ARMY ADMINISTRATION BUILDING, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HZ1615'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 HZ1615'INCHES.
 HZ1615
 HZ1615                          STATION RECOVERY (2011)
 HZ1615
 HZ1615'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 HZ1615'RECOVERED IN GOOD CONDITION.
 HZ1615
 HZ1615                          STATION RECOVERY (2018)
 HZ1615
 HZ1615'RECOVERY NOTE BY GEOCACHING 2018 (PK)
 HZ1615'SURVEY DISC, SETTING AND WITNESS POST ALL FOUND IN GREAT CONDITION.
 HZ1615'DESCRIPTION STILL VALID, EXCEPT BUILDING AND GROUNDS HAVE BEEN LEASES
 HZ1615'FOR COMMERCIAL USE.
 HZ1615
 HZ1615                          STATION RECOVERY (2019)
 HZ1615
 HZ1615'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2316 ***********************************************************************
 HZ2316  DESIGNATION -  CLARK S 21
 HZ2316  PID         -  HZ2316
 HZ2316  STATE/COUNTY-  IN/CLARK
 HZ2316  COUNTRY     -  US
 HZ2316  USGS QUAD   -  OTISCO (2019)
 HZ2316
 HZ2316                         *CURRENT SURVEY CONTROL
 HZ2316  ______________________________________________________________________
 HZ2316* NAD 83(1997) POSITION- 38 32 02.81409(N) 085 40 12.44642(W)   ADJUSTED
 HZ2316* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 HZ2316  ______________________________________________________________________
 HZ2316  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 HZ2316  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 HZ2316  HORZ ORDER      -  SECOND
 HZ2316
 HZ2316.The horizontal coordinates were established by classical geodetic methods
 HZ2316.and adjusted by the National Geodetic Survey in May 1999.
 HZ2316
 HZ2316.The orthometric height was scaled from a topographic map.
 HZ2316
 HZ2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2316.GEOID18 height accuracy estimate available here.
 HZ2316
 HZ2316.Click photographs - Photos may exist for this station.
 HZ2316
 HZ2316.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2316
 HZ2316. The following values were computed from the NAD 83(1997) position.
 HZ2316
 HZ2316;                    North         East     Units Scale Factor Converg.
 HZ2316;SPC IN E     -   364,779.645    99,698.559   MT  0.99996667   -0 00 07.8
 HZ2316;SPC IN E     - 1,196,781.22    327,094.36   sFT  0.99996667   -0 00 07.8
 HZ2316;SPC KY1Z     - 1,244,257.444 1,506,964.312   MT  0.99997074   +0 02 56.5
 HZ2316;SPC KY1Z     - 4,082,201.30  4,944,098.75   sFT  0.99997074   +0 02 56.5
 HZ2316;SPC KY N     -   115,738.701   376,186.625   MT  0.99996276   -0 53 00.3
 HZ2316;SPC KY N     -   379,719.39  1,234,205.62   sFT  0.99996276   -0 53 00.3
 HZ2316;UTM  16      - 4,265,916.998   615,909.996   MT  0.99976545   +0 49 42.9
 HZ2316
 HZ2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2316!SPC IN E     -   0.99997345  x   0.99996667  =   0.99994012
 HZ2316!SPC KY1Z     -   0.99997345  x   0.99997074  =   0.99994419
 HZ2316!SPC KY N     -   0.99997345  x   0.99996276  =   0.99993621
 HZ2316!UTM  16      -   0.99997345  x   0.99976545  =   0.99973891
 HZ2316
 HZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1590965916(NAD 83)
 HZ2316
 HZ2316                          SUPERSEDED SURVEY CONTROL
 HZ2316
 HZ2316  NAD 83(1995)-  38 32 02.81508(N)    085 40 12.44555(W) AD(       ) 2
 HZ2316  NAD 83(1993)-  38 32 02.81503(N)    085 40 12.44545(W) AD(       ) 2
 HZ2316  NAD 83(1986)-  38 32 02.81764(N)    085 40 12.45145(W) AD(       ) 2
 HZ2316  NAD 27      -  38 32 02.59600(N)    085 40 12.58400(W) AD(       ) 2
 HZ2316
 HZ2316.Superseded values are not recommended for survey control.
 HZ2316
 HZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2316.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2316
 HZ2316_MARKER: DD = SURVEY DISK
 HZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2316_STAMPING: CLARK S 21
 HZ2316_MARK LOGO: INHD
 HZ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2316+STABILITY: SURFACE MOTION
 HZ2316
 HZ2316  HISTORY     - Date     Condition        Report By
 HZ2316  HISTORY     - 1947     MONUMENTED       INHD
 HZ2316  HISTORY     - 1947     GOOD             CGS
 HZ2316
 HZ2316                          STATION DESCRIPTION
 HZ2316
 HZ2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2316'THIS IS A TRAVERSE STATION.
 HZ2316'
 HZ2316'STATION IS 6.2 MILES NORTH FROM THE INTERSECTION OF STATE HIGHWAY 3
 HZ2316'AND MAIN STREET IN CHARLESTOWN VIA HIGHWAY 3, ABOUT 1/2 MILE
 HZ2316'SOUTH OF THE SMALL VILLAGE OF OTISCO, 99 FEET SOUTHEAST OF THE
 HZ2316'SOUTHEAST CORNER OF THE FARMHOUSE OF MARK RANDALL, 47 FEET WEST
 HZ2316'OF THE CENTERLINE OF THE HIGHWAY, AND 46 FEET SOUTH OF THE
 HZ2316'APPROXIMATE CENTERLINE OF A GRAVELED ROAD. IT IS 33.572
 HZ2316'METERS, 110.14 FEET, NORTH OF TRIANGULATION STATION OTISCO BY A
 HZ2316'TRAVERSE CONNECTION. THE MARK IS A STATE HIGHWAY COMMISSION OF
 HZ2316'INDIANA SURVEY DISK SET IN A CONCRETE BLOCK. THE MARK PROJECTS 14
 HZ2316'INCHES, AND THE DISK IS STAMPED B.M. CLARK S 21.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2317 ***********************************************************************
 HZ2317  DESIGNATION -  CLARK S 23
 HZ2317  PID         -  HZ2317
 HZ2317  STATE/COUNTY-  IN/CLARK
 HZ2317  COUNTRY     -  US
 HZ2317  USGS QUAD   -  OTISCO (2019)
 HZ2317
 HZ2317                         *CURRENT SURVEY CONTROL
 HZ2317  ______________________________________________________________________
 HZ2317* NAD 83(1997) POSITION- 38 35 10.26603(N) 085 38 49.70455(W)   ADJUSTED
 HZ2317* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 HZ2317  ______________________________________________________________________
 HZ2317  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 HZ2317  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HZ2317  HORZ ORDER      -  SECOND
 HZ2317
 HZ2317.The horizontal coordinates were established by classical geodetic methods
 HZ2317.and adjusted by the National Geodetic Survey in May 1999.
 HZ2317
 HZ2317.The orthometric height was scaled from a topographic map.
 HZ2317
 HZ2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2317.GEOID18 height accuracy estimate available here.
 HZ2317
 HZ2317.Click photographs - Photos may exist for this station.
 HZ2317
 HZ2317.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2317
 HZ2317. The following values were computed from the NAD 83(1997) position.
 HZ2317
 HZ2317;                    North         East     Units Scale Factor Converg.
 HZ2317;SPC IN E     -   370,559.766   101,701.263   MT  0.99996670   +0 00 43.8
 HZ2317;SPC IN E     - 1,215,744.83    333,664.89   sFT  0.99996670   +0 00 43.8
 HZ2317;SPC KY1Z     - 1,250,039.402 1,508,961.880   MT  0.99998159   +0 03 47.3
 HZ2317;SPC KY1Z     - 4,101,170.94  4,950,652.43   sFT  0.99998159   +0 03 47.3
 HZ2317;SPC KY N     -   121,487.316   378,277.987   MT  0.99996423   -0 52 08.8
 HZ2317;SPC KY N     -   398,579.64  1,241,067.03   sFT  0.99996423   -0 52 08.8
 HZ2317;UTM  16      - 4,271,724.410   617,828.258   MT  0.99977097   +0 50 37.9
 HZ2317
 HZ2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2317!SPC IN E     -   0.99997127  x   0.99996670  =   0.99993797
 HZ2317!SPC KY1Z     -   0.99997127  x   0.99998159  =   0.99995286
 HZ2317!SPC KY N     -   0.99997127  x   0.99996423  =   0.99993550
 HZ2317!UTM  16      -   0.99997127  x   0.99977097  =   0.99974224
 HZ2317
 HZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1782871724(NAD 83)
 HZ2317
 HZ2317                          SUPERSEDED SURVEY CONTROL
 HZ2317
 HZ2317  NAD 83(1995)-  38 35 10.26709(N)    085 38 49.70295(W) AD(       ) 2
 HZ2317  NAD 83(1993)-  38 35 10.26704(N)    085 38 49.70288(W) AD(       ) 2
 HZ2317  NAD 83(1986)-  38 35 10.26875(N)    085 38 49.70894(W) AD(       ) 2
 HZ2317  NAD 27      -  38 35 10.04900(N)    085 38 49.84100(W) AD(       ) 2
 HZ2317
 HZ2317.Superseded values are not recommended for survey control.
 HZ2317
 HZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2317.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2317
 HZ2317_MARKER: DD = SURVEY DISK
 HZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2317_STAMPING: CLARK S 23
 HZ2317_MARK LOGO: INHD
 HZ2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2317+STABILITY: SURFACE MOTION
 HZ2317
 HZ2317  HISTORY     - Date     Condition        Report By
 HZ2317  HISTORY     - 1947     MONUMENTED       INHD
 HZ2317  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HZ2317
 HZ2317                          STATION DESCRIPTION
 HZ2317
 HZ2317'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1947 (FXP)
 HZ2317'THIS IS A TRAVERSE STATION.
 HZ2317'
 HZ2317'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE MARYSVILLE
 HZ2317'RAIL ROAD DEPOT. IT IS LOCATED ACROSS THE HIGHWAY FROM THE G.W.
 HZ2317'DRAKES STORE IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 3 AND A
 HZ2317'CROSSROAD. IT IS 65.5 FEET WEST OF THE APPROXIMATE CENTERLINE
 HZ2317'OF THE HIGHWAY, 65.5 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 HZ2317'MACADAM ROAD, AND 2.5 FEET NORTHEAST OF A WIRE FENCE.
 HZ2317'
 HZ2317'A TRAVERSE MEASUREMENT WAS MADE FROM THIS MARK TO TRIANGULATION
 HZ2317'STATION MARYSVILLE. IT IS 336.198 METERS 1103.01 FEET
 HZ2317'SOUTH-SOUTHEAST OF STATION MARYSVILLE. THE MARK IS A STANDARD 8 BY 8
 HZ2317'CONCRETE POST AND BRONZE DISK PROJECTING 10 INCHES, WITH THE
 HZ2317'CAST LETTERS STATE HIGHWAY COMMISSION OF INDIANA B M AND IT IS
 HZ2317'STAMPED CLARK S 23.
 HZ2317
 HZ2317                          STATION RECOVERY (1957)
 HZ2317
 HZ2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HZ2317'STATION WAS FOUND DESTROYED. THE TOP OF THE MARK HAS BEEN BROKEN OFF
 HZ2317'LEAVING A PART OF THE HOLE LEFT BY THE SHANK OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1637 ***********************************************************************
 HZ1637  DESIGNATION -  CLARK S 38
 HZ1637  PID         -  HZ1637
 HZ1637  STATE/COUNTY-  IN/CLARK
 HZ1637  COUNTRY     -  US
 HZ1637  USGS QUAD   -  NEW ALBANY (2019)
 HZ1637
 HZ1637                         *CURRENT SURVEY CONTROL
 HZ1637  ______________________________________________________________________
 HZ1637* NAD 83(1986) POSITION- 38 17 32.     (N) 085 46 00.     (W)   SCALED
 HZ1637* NAVD 88 ORTHO HEIGHT -   138.526 (meters)      454.48  (feet) ADJUSTED
 HZ1637  ______________________________________________________________________
 HZ1637  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 HZ1637  DYNAMIC HEIGHT  -        138.433 (meters)      454.18  (feet) COMP
 HZ1637  MODELED GRAVITY -    979,954.7   (mgal)                       NAVD 88
 HZ1637
 HZ1637  VERT ORDER      -  FIRST     CLASS II
 HZ1637
 HZ1637.The horizontal coordinates were scaled from a map and have
 HZ1637.an estimated accuracy of +/- 6 seconds.
 HZ1637
 HZ1637.The orthometric height was determined by differential leveling and
 HZ1637.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1637.in June 1991.
 HZ1637
 HZ1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1637.GEOID18 height accuracy estimate available here.
 HZ1637
 HZ1637.Click photographs - Photos may exist for this station.
 HZ1637
 HZ1637.The dynamic height is computed by dividing the NAVD 88
 HZ1637.geopotential number by the normal gravity value computed on the
 HZ1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1637.degrees latitude (g = 980.6199 gals.).
 HZ1637
 HZ1637.The modeled gravity was interpolated from observed gravity values.
 HZ1637
 HZ1637;                    North         East    Units  Estimated Accuracy
 HZ1637;SPC IN E     -   337,930.       91,250.      MT  (+/- 180 meters Scaled)
 HZ1637
 HZ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH078389(NAD 83)
 HZ1637
 HZ1637                          SUPERSEDED SURVEY CONTROL
 HZ1637
 HZ1637  NGVD 29 (??/??/92)  138.677  (m)          454.98   (f) ADJ UNCH    1 2
 HZ1637
 HZ1637.Superseded values are not recommended for survey control.
 HZ1637
 HZ1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1637.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1637
 HZ1637_MARKER: DD = SURVEY DISK
 HZ1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1637_STAMPING: CLARK S38
 HZ1637_MARK LOGO: INHD
 HZ1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1637+STABILITY: SURFACE MOTION
 HZ1637
 HZ1637  HISTORY     - Date     Condition        Report By
 HZ1637  HISTORY     - UNK      MONUMENTED       INHD
 HZ1637  HISTORY     - 1965     GOOD             CGS
 HZ1637
 HZ1637                          STATION DESCRIPTION
 HZ1637
 HZ1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1637'2.8 MI E FROM NEW ALBANY.
 HZ1637'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY
 HZ1637'480 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD
 HZ1637'STATION AT NEW ALBANY, THENCE 2.7 MILES EAST ALONG U.S. HIGHWAY
 HZ1637'460 AND STATE HIGHWAY 62, AT AN INTERSECTION OF THE HIGHWAY AND
 HZ1637'CLARK BOULEVARD, ABOUT 0.1 MILE NORTHWEST OF A FOOT BRIDGE OVER
 HZ1637'THE HIGHWAY, 29 FEET NORTHEAST OF THE CENTER LINE OF THE WEST
 HZ1637'BOUND TRAFFIC LANE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF A
 HZ1637'CHAIN-LINK FENCE, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST,
 HZ1637'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HZ1637'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1636 ***********************************************************************
 HZ1636  DESIGNATION -  CLARK S 63
 HZ1636  PID         -  HZ1636
 HZ1636  STATE/COUNTY-  IN/CLARK
 HZ1636  COUNTRY     -  US
 HZ1636  USGS QUAD   -  NEW ALBANY (2019)
 HZ1636
 HZ1636                         *CURRENT SURVEY CONTROL
 HZ1636  ______________________________________________________________________
 HZ1636* NAD 83(1986) POSITION- 38 17 03.     (N) 085 45 15.     (W)   SCALED
 HZ1636* NAVD 88 ORTHO HEIGHT -   138.966 (meters)      455.92  (feet) ADJUSTED
 HZ1636  ______________________________________________________________________
 HZ1636  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 HZ1636  DYNAMIC HEIGHT  -        138.873 (meters)      455.62  (feet) COMP
 HZ1636  MODELED GRAVITY -    979,954.7   (mgal)                       NAVD 88
 HZ1636
 HZ1636  VERT ORDER      -  FIRST     CLASS II
 HZ1636
 HZ1636.The horizontal coordinates were scaled from a map and have
 HZ1636.an estimated accuracy of +/- 6 seconds.
 HZ1636
 HZ1636.The orthometric height was determined by differential leveling and
 HZ1636.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1636.in June 1991.
 HZ1636
 HZ1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1636.GEOID18 height accuracy estimate available here.
 HZ1636
 HZ1636.Click photographs - Photos may exist for this station.
 HZ1636
 HZ1636.The dynamic height is computed by dividing the NAVD 88
 HZ1636.geopotential number by the normal gravity value computed on the
 HZ1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1636.degrees latitude (g = 980.6199 gals.).
 HZ1636
 HZ1636.The modeled gravity was interpolated from observed gravity values.
 HZ1636
 HZ1636;                    North         East    Units  Estimated Accuracy
 HZ1636;SPC IN E     -   337,040.       92,350.      MT  (+/- 180 meters Scaled)
 HZ1636
 HZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH089380(NAD 83)
 HZ1636
 HZ1636                          SUPERSEDED SURVEY CONTROL
 HZ1636
 HZ1636  NGVD 29 (??/??/92)  139.119  (m)          456.43   (f) ADJ UNCH    1 2
 HZ1636
 HZ1636.Superseded values are not recommended for survey control.
 HZ1636
 HZ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1636.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1636
 HZ1636_MARKER: DD = SURVEY DISK
 HZ1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1636_SP_SET: BRIDGE
 HZ1636_STAMPING: CLARK S63
 HZ1636_MARK LOGO: INHD
 HZ1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1636
 HZ1636  HISTORY     - Date     Condition        Report By
 HZ1636  HISTORY     - UNK      MONUMENTED       INHD
 HZ1636  HISTORY     - 1965     GOOD             CGS
 HZ1636
 HZ1636                          STATION DESCRIPTION
 HZ1636
 HZ1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1636'3.8 MI E FROM NEW ALBANY.
 HZ1636'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY
 HZ1636'460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD
 HZ1636'STATION AT NEW ALBANY, THENCE 3.7 MILES EAST ALONG U.S. HIGHWAY
 HZ1636'460 AND STATE HIGHWAY 62, OR 0.85 MILE NORTHEAST ALONG THE
 HZ1636'PENNSYLVANIA RAILROAD FROM THE NORTHEAST END OF THE RAILROAD BRIDGE
 HZ1636'OVER THE OHIO RIVER AT CLARKSVILLE, ABOUT 0.15 MILE NORTHWEST
 HZ1636'OF THE PENNSYLVANIA RAILROAD OVERPASS 28 FEET NORTHEAST OF THE
 HZ1636'CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, SET
 HZ1636'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL
 HZ1636'OF THE SOUTH BOUND TRAFFIC LANE OF THE BRIDGE OVER STANSIFER
 HZ1636'AVENUE, 24 FEET SOUTHWEST OF THE CENTER LINE OF SOUTH BOUND TRAFFIC
 HZ1636'LANE OF INTERSTATE HIGHWAY 65, ABOUT 1 FOOT ABOVE THE LEVEL OF
 HZ1636'THE INTERSTATE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 HZ1636'U.S. HIGHWAY 460 AND STATE HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2567 ***********************************************************************
 LB2567  DESIGNATION -  CLARKS
 LB2567  PID         -  LB2567
 LB2567  STATE/COUNTY-  IN/CLINTON
 LB2567  COUNTRY     -  US
 LB2567  USGS QUAD   -  COLFAX (2019)
 LB2567
 LB2567                         *CURRENT SURVEY CONTROL
 LB2567  ______________________________________________________________________
 LB2567* NAD 83(1997) POSITION- 40 14 36.88261(N) 086 41 23.41661(W)   ADJUSTED
 LB2567* NAVD 88 ORTHO HEIGHT -   254.68  (+/-2cm)      835.6   (feet) VERTCON3
 LB2567  ______________________________________________________________________
 LB2567  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 LB2567  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 LB2567  HORZ ORDER      -  SECOND
 LB2567  VERT ORDER      -  THIRD ? (See Below)
 LB2567
 LB2567.The horizontal coordinates were established by classical geodetic methods
 LB2567.and adjusted by the National Geodetic Survey in May 1999.
 LB2567
 LB2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2567
 LB2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2567.GEOID18 height accuracy estimate available here.
 LB2567
 LB2567.The vertical order pertains to the NGVD 29 superseded value.
 LB2567
 LB2567.Click photographs - Photos may exist for this station.
 LB2567
 LB2567.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2567
 LB2567. The following values were computed from the NAD 83(1997) position.
 LB2567
 LB2567;                    North         East     Units Scale Factor Converg.
 LB2567;SPC IN W     -   554,637.232   933,481.318   MT  0.99998046   +0 15 15.2
 LB2567;SPC IN W     - 1,819,672.32  3,062,596.62   sFT  0.99998046   +0 15 15.2
 LB2567;UTM  16      - 4,454,838.751   526,381.050   MT  0.99960857   +0 12 01.4
 LB2567
 LB2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2567!SPC IN W     -   0.99996533  x   0.99998046  =   0.99994579
 LB2567!UTM  16      -   0.99996533  x   0.99960857  =   0.99957392
 LB2567
 LB2567:                Primary Azimuth Mark                     Grid Az
 LB2567:SPC IN W     -  CLARKS AZ MK                             134 47 28.4
 LB2567:UTM  16      -  CLARKS AZ MK                             134 50 42.2
 LB2567
 LB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2638154838(NAD 83)
 LB2567
 LB2567|---------------------------------------------------------------------|
 LB2567| PID    Reference Object                     Distance      Geod. Az  |
 LB2567|                                                           dddmmss.s |
 LB2567| CC8442 CLARKS AZ MK                                       1350243.6 |
 LB2567| CC8443 CLARKS RM 1                          35.494 METERS 14727     |
 LB2567| CC8444 CLARKS RM 2                          29.974 METERS 21928     |
 LB2567| LB2569 INDIANAPOLIS CHICAGO AWY BN 15      APPROX. 6.6 KM 2713726.8 |
 LB2567| LB2565 CLARKS HILL MUNICIPAL TANK          APPROX. 2.6 KM 2832915.2 |
 LB2567|---------------------------------------------------------------------|
 LB2567
 LB2567                          SUPERSEDED SURVEY CONTROL
 LB2567
 LB2567  NAD 83(1986)-  40 14 36.88957(N)    086 41 23.42961(W) AD(       ) 2
 LB2567  NAD 27      -  40 14 36.76010(N)    086 41 23.40650(W) AD(       ) 2
 LB2567  NGVD 29             254.77   (m)          835.9    (f) LEVELING    3  
 LB2567
 LB2567.Superseded values are not recommended for survey control.
 LB2567
 LB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2567.See file dsdata.pdf to determine how the superseded data were derived.
 LB2567
 LB2567_MARKER: DS = TRIANGULATION STATION DISK
 LB2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2567_STAMPING: CLARKS 1948
 LB2567_MARK LOGO: CGS
 LB2567_PROJECTION: FLUSH
 LB2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2567+STABILITY: SURFACE MOTION
 LB2567
 LB2567  HISTORY     - Date     Condition        Report By
 LB2567  HISTORY     - 1948     MONUMENTED       CGS
 LB2567
 LB2567                          STATION DESCRIPTION
 LB2567
 LB2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2567'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF LA FAYETTE, 5 MILES
 LB2567'SOUTHEAST OF STOCKWELL AND 2 MILES EAST OF CLARKS HILL.  IT IS 166
 LB2567'FEET NORTHWEST OF THE INTERSECTION OF U. S. HIGHWAY NO. 52 AND
 LB2567'CROSSROAD, 53 FEET NORTH OF THE CENTER OF PAVED ROAD AND 61 FEET
 LB2567'WEST OF THE CENTER OF THE WEST LANE OF HIGHWAY.  THE MARK IS FLUSH
 LB2567'AND THE DISK IS STAMPED CLARKS 1948.
 LB2567'
 LB2567'REFERENCE MARK NO. 1 IS 116.45 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2567'103 FEET SOUTHWEST OF THE INTERSECTION OF U. S. HIGHWAY NO. 52 AND
 LB2567'CROSSROAD, 50 FEET SOUTH OF THE CENTER OF PAVED ROAD AND 4 FEET
 LB2567'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE
 LB2567'DISK IS STAMPED CLARKS NO 1 1948.
 LB2567'
 LB2567'REFERENCE MARK NO. 2 IS 98.34 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2567'21 FEET SOUTH OF THE CENTER OF PAVED ROAD AND 1 FOOT NORTH OF A
 LB2567'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2567'CLARKS NO 2 1948.
 LB2567'
 LB2567'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 43 FEET
 LB2567'EAST OF THE CENTER OF THE EAST LANE OF U. S. HIGHWAY NO. 52, 11 FEET
 LB2567'NORTHEAST OF THE NORTH END OF A CULVERT, 2 FEET SOUTH OF A WHITE
 LB2567'WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 12
 LB2567'INCHES AND THE DISK IS STAMPED CLARKS 1948.
 LB2567'
 LB2567'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY NO. 52
 LB2567'AND U. S. HIGHWAY NO. 52 BY-PASS IN THE SOUTHEAST EDGE OF LA FAYETTE
 LB2567'GO SOUTHEAST OF U. S. HIGHWAY NO. 52 FOR 13.8 MILES TO A CROSSROAD
 LB2567'AND THE STATION IN THE NORTHWEST ANGLE, CONTINUE FOR 0.3 MILE TO
 LB2567'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2567'
 LB2567'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2565 ***********************************************************************
 LB2565  DESIGNATION -  CLARKS HILL MUNICIPAL TANK
 LB2565  PID         -  LB2565
 LB2565  STATE/COUNTY-  IN/TIPPECANOE
 LB2565  COUNTRY     -  US
 LB2565  USGS QUAD   -  COLFAX (2019)
 LB2565
 LB2565                         *CURRENT SURVEY CONTROL
 LB2565  ______________________________________________________________________
 LB2565* NAD 83(1997) POSITION- 40 14 56.57155(N) 086 43 10.62380(W)   ADJUSTED
 LB2565  ______________________________________________________________________
 LB2565  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 LB2565  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 LB2565  HORZ ORDER      -  THIRD
 LB2565
 LB2565.The horizontal coordinates were established by classical geodetic methods
 LB2565.and adjusted by the National Geodetic Survey in May 1999.
 LB2565
 LB2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2565.GEOID18 height accuracy estimate available here.
 LB2565
 LB2565.Click photographs - Photos may exist for this station.
 LB2565
 LB2565.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2565
 LB2565. The following values were computed from the NAD 83(1997) position.
 LB2565
 LB2565;                    North         East     Units Scale Factor Converg.
 LB2565;SPC IN W     -   555,233.687   930,944.952   MT  0.99997845   +0 14 06.0
 LB2565;SPC IN W     - 1,821,629.19  3,054,275.23   sFT  0.99997845   +0 14 06.0
 LB2565;UTM  16      - 4,455,437.367   523,846.187   MT  0.99960700   +0 10 52.2
 LB2565
 LB2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2384655437(NAD 83)
 LB2565
 LB2565                          SUPERSEDED SURVEY CONTROL
 LB2565
 LB2565  NAD 83(1986)-  40 14 56.57862(N)    086 43 10.63653(W) AD(       ) 3
 LB2565  NAD 27      -  40 14 56.45000(N)    086 43 10.61600(W) AD(       ) 3
 LB2565
 LB2565.Superseded values are not recommended for survey control.
 LB2565
 LB2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2565.See file dsdata.pdf to determine how the superseded data were derived.
 LB2565
 LB2565_MARKER: 53 = ELEVATED TANK
 LB2565
 LB2565  HISTORY     - Date     Condition        Report By
 LB2565  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2565
 LB2565                          STATION DESCRIPTION
 LB2565
 LB2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2565'THIS IS AN INTERSECTION STATION.
 LB2565'
 LB2565'STATION IS LOCATED ON THE SOUTHEAST EDGE OF THE VILLAGE OF CLARKS
 LB2565'HILL.  IT IS ABOUT 120 FEET HIGH, OF STEEL CONSTRUCTION, HAS 4 LEGS
 LB2565'AND IS PAINTED ALUMINUM.  IT IS ABOUT 60 FEET SOUTH OF A PAVED
 LB2565'STREET AND 40 FEET WEST OF A PAVED STREET.  THE POINT OF
 LB2565'INTERSECTION WAS THE BALL ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1838 ***********************************************************************
 JA1838  DESIGNATION -  CLAUS
 JA1838  PID         -  JA1838
 JA1838  STATE/COUNTY-  IN/SPENCER
 JA1838  COUNTRY     -  US
 JA1838  USGS QUAD   -  SANTA CLAUS (2019)
 JA1838
 JA1838                         *CURRENT SURVEY CONTROL
 JA1838  ______________________________________________________________________
 JA1838* NAD 83(1997) POSITION- 38 06 51.76359(N) 086 57 11.88611(W)   ADJUSTED
 JA1838* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA1838  ______________________________________________________________________
 JA1838  GEOID HEIGHT    -        -31.840 (meters)                     GEOID18
 JA1838  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 JA1838  HORZ ORDER      -  SECOND
 JA1838
 JA1838.The horizontal coordinates were established by classical geodetic methods
 JA1838.and adjusted by the National Geodetic Survey in May 1999.
 JA1838
 JA1838.The orthometric height was scaled from a topographic map.
 JA1838
 JA1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1838.GEOID18 height accuracy estimate available here.
 JA1838
 JA1838.Click photographs - Photos may exist for this station.
 JA1838
 JA1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1838
 JA1838. The following values were computed from the NAD 83(1997) position.
 JA1838
 JA1838;                    North         East     Units Scale Factor Converg.
 JA1838;SPC IN W     -   318,197.355   911,402.859   MT  0.99996827   +0 04 48.9
 JA1838;SPC IN W     - 1,043,952.49  2,990,160.88   sFT  0.99996827   +0 04 48.9
 JA1838;UTM  16      - 4,218,506.736   504,093.610   MT  0.99960021   +0 01 43.8
 JA1838
 JA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1838!SPC IN W     -   0.99997802  x   0.99996827  =   0.99994629
 JA1838!UTM  16      -   0.99997802  x   0.99960021  =   0.99957824
 JA1838
 JA1838:                Primary Azimuth Mark                     Grid Az
 JA1838:SPC IN W     -  CLAUS AZ MK                              304 51 09.6
 JA1838:UTM  16      -  CLAUS AZ MK                              304 54 14.7
 JA1838
 JA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0409318506(NAD 83)
 JA1838
 JA1838|---------------------------------------------------------------------|
 JA1838| PID    Reference Object                     Distance      Geod. Az  |
 JA1838|                                                           dddmmss.s |
 JA1838| CG8323 CLAUS RM 2                           33.976 METERS 01659     |
 JA1838| CG8322 CLAUS RM 1                           33.458 METERS 15958     |
 JA1838| CG8321 CLAUS AZ MK                                        3045558.5 |
 JA1838|---------------------------------------------------------------------|
 JA1838
 JA1838                          SUPERSEDED SURVEY CONTROL
 JA1838
 JA1838  NAD 83(1993)-  38 06 51.76565(N)    086 57 11.88738(W) AD(       ) 2
 JA1838  NAD 83(1986)-  38 06 51.77130(N)    086 57 11.88933(W) AD(       ) 2
 JA1838  NAD 27      -  38 06 51.57900(N)    086 57 11.90900(W) AD(       ) 2
 JA1838
 JA1838.Superseded values are not recommended for survey control.
 JA1838
 JA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1838.See file dsdata.pdf to determine how the superseded data were derived.
 JA1838
 JA1838_MARKER: DS = TRIANGULATION STATION DISK
 JA1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1838_STAMPING: CLAUS 1946
 JA1838_MARK LOGO: CGS
 JA1838_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1838+STABILITY: SURFACE MOTION
 JA1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1838+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2011
 JA1838
 JA1838  HISTORY     - Date     Condition        Report By
 JA1838  HISTORY     - 1946     MONUMENTED       CGS
 JA1838  HISTORY     - 20110419 GOOD             GEOCAC
 JA1838
 JA1838                          STATION DESCRIPTION
 JA1838
 JA1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1838'THIS STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF DALE AND ABOUT 2.5
 JA1838'MILES EAST OF THE LINCOLN MEMORIAL, AT THE TOP OF A HILL.  THE STATION
 JA1838'MARK IS 154 FEET SOUTH OF A FENCE GATE, 37 FEET WEST OF A FARM ROAD
 JA1838'AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 JA1838'INCHES AND THE DISK IS STAMPED CLAUS 1946.
 JA1838'
 JA1838'REFERENCE MARK NO 1 IS 109.77 FEET SOUTHEAST OF THE STATION, 26 FEET
 JA1838'EAST OF THE FIELD ROAD AND 11 FEET WEST OF A FENCE.  THE MARK PROJECTS
 JA1838'6 INCHES AND THE DISK IS STAMPED CLAUS NO 1 1946.
 JA1838'
 JA1838'REFERENCE MARK NO 2 IS 111.47 FEET NORTH OF THE STATION, 42 FEET SOUTH
 JA1838'OF A FENCE GATE AND 9 FEET WEST OF THE FIELD ROAD.  THE MARK PROJECTS
 JA1838'6 INCHES AND THE DISK IS STAMPED CLAUS NO 2 1946.
 JA1838'
 JA1838'THE AZIMUTH MARK IS WEST OF THE STATION, ABOUT 150 FEET NORTH OF THE
 JA1838'CENTERLINE OF STATE HIGHWAY 162, 21 FEET WEST OF THE CENTERLINE OF A
 JA1838'GRAVEL ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 JA1838'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLAUS 1946.
 JA1838'
 JA1838'TO REACH FROM THE LINCOLN MEMORIAL SOUTH OF LINCOLN CITY, GO EAST ON
 JA1838'STATE HIGHWAY 162 FOR 2.4 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 JA1838'INTO THIS DRIVE AND GO 0.15 MILE TO A BARN AFTER PASSING A FARMHOUSE,
 JA1838'TURN RIGHT THROUGH THE GATE AT THE EAST END OF THE BARN AND GO SOUTH
 JA1838'ON A FIELD ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT AT THE
 JA1838'HIGHEST POINT OF THE HILL.
 JA1838'
 JA1838'FROM THE LINCOLN MEMORIAL, GO EAST ON STATE HIGHWAY 162 FOR 2.2 MILES
 JA1838'TO A GRAVEL SIDE ROAD ON THE LEFT, TURN LEFT AND GO ABOUT 150 FEET TO
 JA1838'THE AZIMUTH MARK ON THE LEFT.
 JA1838
 JA1838                          STATION RECOVERY (2011)
 JA1838
 JA1838'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1838'THE STATION MARK WAS FOUND IN GOOD CONDITION. I FAILED TO LOCATE THE
 JA1838'AZIMUTH MARK AND BOTH REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3370 ***********************************************************************
 JZ3370  DESIGNATION -  CLAY
 JZ3370  PID         -  JZ3370
 JZ3370  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3370  COUNTRY     -  US
 JZ3370  USGS QUAD   -  COLUMBUS (2019)
 JZ3370
 JZ3370                         *CURRENT SURVEY CONTROL
 JZ3370  ______________________________________________________________________
 JZ3370* NAD 83(1997) POSITION- 39 12 31.68526(N) 085 55 22.38803(W)   ADJUSTED
 JZ3370* NAVD 88 ORTHO HEIGHT -   191.56  (+/-2cm)      628.5   (feet) VERTCON3
 JZ3370  ______________________________________________________________________
 JZ3370  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 JZ3370  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 JZ3370  HORZ ORDER      -  SECOND
 JZ3370  VERT ORDER      -  THIRD ? (See Below)
 JZ3370
 JZ3370.The horizontal coordinates were established by classical geodetic methods
 JZ3370.and adjusted by the National Geodetic Survey in May 1999.
 JZ3370
 JZ3370.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3370
 JZ3370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3370.GEOID18 height accuracy estimate available here.
 JZ3370
 JZ3370.The vertical order pertains to the NGVD 29 superseded value.
 JZ3370
 JZ3370.Click photographs - Photos may exist for this station.
 JZ3370
 JZ3370.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3370
 JZ3370. The following values were computed from the NAD 83(1997) position.
 JZ3370
 JZ3370;                    North         East     Units Scale Factor Converg.
 JZ3370;SPC IN E     -   439,707.409    77,870.783   MT  0.99997269   -0 09 43.1
 JZ3370;SPC IN E     - 1,442,606.72    255,481.06   sFT  0.99997269   -0 09 43.1
 JZ3370;UTM  16      - 4,340,500.532   592,995.591   MT  0.99970648   +0 40 51.4
 JZ3370
 JZ3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3370!SPC IN E     -   0.99997526  x   0.99997269  =   0.99994795
 JZ3370!UTM  16      -   0.99997526  x   0.99970648  =   0.99968174
 JZ3370
 JZ3370:                Primary Azimuth Mark                     Grid Az
 JZ3370:SPC IN E     -  CLARK                                    329 54 57.8
 JZ3370:UTM  16      -  CLARK                                    329 04 23.3
 JZ3370
 JZ3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9299540500(NAD 83)
 JZ3370
 JZ3370|---------------------------------------------------------------------|
 JZ3370| PID    Reference Object                     Distance      Geod. Az  |
 JZ3370|                                                           dddmmss.s |
 JZ3370| CC8449 CLAY RM                              10.460 METERS 09645     |
 JZ3370| JZ3372 COLUMBUS LUTHERAN CH SPIRE          447.353 METERS 1392616.0 |
 JZ3370| JZ3371 COLUMBUS CTHSE CENTER OF TOWER      APPROX. 0.9 KM 1704415.7 |
 JZ3370| JZ2089 COLUMBUS                            456.251 METERS 1774327.5 |
 JZ3370| JZ3369 CLARK                               APPROX. 1.8 KM 3294514.7 |
 JZ3370|---------------------------------------------------------------------|
 JZ3370
 JZ3370                          SUPERSEDED SURVEY CONTROL
 JZ3370
 JZ3370  NAD 83(1993)-  39 12 31.69105(N)    085 55 22.51622(W) AD(       ) 2
 JZ3370  NAD 83(1986)-  39 12 31.68943(N)    085 55 22.52417(W) AD(       ) 2
 JZ3370  NAD 27      -  39 12 31.50100(N)    085 55 22.46700(W) AD(       ) 2
 JZ3370  USSD        -  39 12 31.58800(N)    085 55 22.32800(W) AD(       ) 3
 JZ3370  NGVD 29             191.68   (m)          628.9    (f) LEVELING    3  
 JZ3370
 JZ3370.Superseded values are not recommended for survey control.
 JZ3370
 JZ3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3370.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3370
 JZ3370_MARKER: DS = TRIANGULATION STATION DISK
 JZ3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3370_STAMPING: CLAY 1920
 JZ3370_MARK LOGO: CGS
 JZ3370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3370+STABILITY: SURFACE MOTION
 JZ3370
 JZ3370  HISTORY     - Date     Condition        Report By
 JZ3370  HISTORY     - 1920     MONUMENTED       CGS
 JZ3370  HISTORY     - 1956     GOOD             CGS
 JZ3370  HISTORY     - 19820321 GOOD             NGS
 JZ3370  HISTORY     - 19830321 GOOD             NGS
 JZ3370
 JZ3370                          STATION DESCRIPTION
 JZ3370
 JZ3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3370'IN THE NORTHERN PART OF COLUMBUS, ON LAND OWNED BY FRANCIS
 JZ3370'OVERSTREET, ON A PROLONGATION OF THE W CURB LINE OF JACKSON
 JZ3370'STREET, AT A POINT WHERE THE STREET HAS NO CURB, AND ABOUT 150 YARDS
 JZ3370'N OF THE POINT WHERE THE MAIN LINE OF PENNSYLVANIA RAILROAD
 JZ3370'LEAVES JACKSON STREET, AND 16.475 METERS-54.05 FEET-E OF THE E AND
 JZ3370'NEAREST RAIL OF THE MAIN LINE.  THE STATION, UNDERGROUND AND
 JZ3370'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3370'THE REFERENCE MARK IS JUST OUTSIDE THE
 JZ3370'CONCRETE WALK ON THE OPPOSITE SIDE OF THE STREET, 10.46 METERS-34.32
 JZ3370'FEET-FROM THE STATION N 55 DEG 17 MIN W.
 JZ3370
 JZ3370                          STATION RECOVERY (1956)
 JZ3370
 JZ3370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 JZ3370'STATION RECOVERED IN GOOD CONDITION.
 JZ3370
 JZ3370                          STATION RECOVERY (1982)
 JZ3370
 JZ3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (WFP)
 JZ3370'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOR THE
 JZ3370'STATION FOLLOWS.  TO REACH THE STATION FROM FROM THE POST OFFICE AT
 JZ3370'THE CORNER OF 5TH STREET AND JUCKSON STREET, GO NORTH ON JACKSON
 JZ3370'STREET FOR 0.3 MILE (0.5 KM) TO THE STATION ON LEFT JUST BEFORE
 JZ3370'REACHING THE JUNCTION OF U,S HIGHWAY 46 BY-PASS.
 JZ3370
 JZ3370                          STATION RECOVERY (1983)
 JZ3370
 JZ3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JZ3370'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 JZ3370'WAS RECOVERED LEANING TOWARD THE SOUTH AND WAS TO BE DESTROYED BY
 JZ3370'CONSTRUCTION.  THE STATION IS IN THE BOUNDS OF THE WEST CURBING OF THE
 JZ3370'WIDENING OF JACKSON STREET, BUT AFTER MEETING WITH BARTHOLOMEW COUNTY
 JZ3370'SURVEYOR, THEY WILL TRY AND WORK AROUND THE MONUMENT IF POSSIBLE SO IT
 JZ3370'WAS NOT DESTROYED AT THIS TIME.  A NEW STATION CLAY 2 1983 WAS
 JZ3370'ESTABLISHED JUST IN CASE CLAY 1920 WAS DESTROYED.  THE TO REACH FOR
 JZ3370'THIS STATION IS ADEQUATE AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1504 ***********************************************************************
 MD1504  DESIGNATION -  CLAY
 MD1504  PID         -  MD1504
 MD1504  STATE/COUNTY-  IN/LAGRANGE
 MD1504  COUNTRY     -  US
 MD1504  USGS QUAD   -  LAGRANGE (2019)
 MD1504
 MD1504                         *CURRENT SURVEY CONTROL
 MD1504  ______________________________________________________________________
 MD1504* NAD 83(1997) POSITION- 41 38 29.59516(N) 085 29 33.53008(W)   ADJUSTED
 MD1504* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 MD1504  ______________________________________________________________________
 MD1504  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 MD1504  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 MD1504  HORZ ORDER      -  THIRD
 MD1504
 MD1504.The horizontal coordinates were established by classical geodetic methods
 MD1504.and adjusted by the National Geodetic Survey in May 1999.
 MD1504
 MD1504.The orthometric height was scaled from a topographic map.
 MD1504
 MD1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1504.GEOID18 height accuracy estimate available here.
 MD1504
 MD1504.Click photographs - Photos may exist for this station.
 MD1504
 MD1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1504
 MD1504. The following values were computed from the NAD 83(1997) position.
 MD1504
 MD1504;                    North         East     Units Scale Factor Converg.
 MD1504;SPC IN E     -   709,821.535   114,497.790   MT  0.99996925   +0 06 56.3
 MD1504;SPC IN E     - 2,328,806.15    375,648.17   sFT  0.99996925   +0 06 56.3
 MD1504;UTM  16      - 4,611,077.022   625,535.220   MT  0.99979393   +1 00 06.2
 MD1504
 MD1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1504!SPC IN E     -   0.99996116  x   0.99996925  =   0.99993041
 MD1504!UTM  16      -   0.99996116  x   0.99979393  =   0.99975510
 MD1504
 MD1504:                Primary Azimuth Mark                     Grid Az
 MD1504:SPC IN E     -  CLAY AZ MK                               269 48 35.9
 MD1504:UTM  16      -  CLAY AZ MK                               268 55 26.0
 MD1504
 MD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2553511077(NAD 83)
 MD1504
 MD1504|---------------------------------------------------------------------|
 MD1504| PID    Reference Object                     Distance      Geod. Az  |
 MD1504|                                                           dddmmss.s |
 MD1504| CC8451 CLAY RM 1                                          18733     |
 MD1504| CC8450 CLAY AZ MK                                         2695532.2 |
 MD1504| CC8452 CLAY RM 2                                          27728     |
 MD1504|---------------------------------------------------------------------|
 MD1504
 MD1504                          SUPERSEDED SURVEY CONTROL
 MD1504
 MD1504  NAD 83(1995)-  41 38 29.59569(N)    085 29 33.53683(W) AD(       ) 3
 MD1504  NAD 83(1994)-  41 38 29.59650(N)    085 29 33.53909(W) AD(       ) 3
 MD1504  NAD 83(1986)-  41 38 29.59601(N)    085 29 33.54255(W) AD(       ) 3
 MD1504  NAD 27      -  41 38 29.41450(N)    085 29 33.61130(W) AD(       ) 3
 MD1504
 MD1504.Superseded values are not recommended for survey control.
 MD1504
 MD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1504.See file dsdata.pdf to determine how the superseded data were derived.
 MD1504
 MD1504_MARKER: DS = TRIANGULATION STATION DISK
 MD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1504_STAMPING: CLAY 1947
 MD1504_MARK LOGO: CGS
 MD1504_PROJECTION: FLUSH
 MD1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1504+STABILITY: SURFACE MOTION
 MD1504
 MD1504  HISTORY     - Date     Condition        Report By
 MD1504  HISTORY     - 1947     MONUMENTED       CGS
 MD1504  HISTORY     - 1950     GOOD             CGS
 MD1504  HISTORY     - 1960     GOOD             CGS
 MD1504  HISTORY     - 19940502 GOOD             USPSQD
 MD1504
 MD1504                          STATION DESCRIPTION
 MD1504
 MD1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1504'THE STATION IS LOCATED 3-1/4 MILES NORTHEAST FROM EMMA AND 3-1/2 MILES
 MD1504'WEST FROM LAGRANGE.  IT IS 261 FEET NORTHWEST FROM THE INTERSECTION OF
 MD1504'A GRAVEL ROAD AND U.S.  HIGHWAY 20, 27 FEET WEST FROM THE CENTER OF
 MD1504'THE GRAVEL ROAD, 19 FEET NORTH OF AN 18 INCH ELM TREE, 14 FEET
 MD1504'SOUTHEAST OF A FENCE CORNER AND 13 FEET SOUTHEAST OF A WHITE WITNESS
 MD1504'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLAY 1947.
 MD1504'
 MD1504'REFERENCE MARK NO. 1 IS 77.59 FEET SOUTH OF THE STATION, 55 FEET
 MD1504'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 39 FEET WEST OF THE
 MD1504'CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1504'CLAY NO 1 1947.
 MD1504'
 MD1504'REFERENCE MARK NO. 2 IS 97.97 FEET WEST OF THE STATION AND 6 INCHES
 MD1504'SOUTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MD1504'STAMPED CLAY NO 2 1947.
 MD1504'
 MD1504'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 5 FEET WEST OF A
 MD1504'WHITE WITNESS POST, 3 FEET EAST OF THE NORTHEAST CORNER OF THE GRANARY
 MD1504'AND 1 FOOT SOUTH OF A FENCELINE.
 MD1504'
 MD1504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.7 MILE TO
 MD1504'THE THOMAE FARM AND THE MARK AS DESCRIBED.
 MD1504'
 MD1504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 MD1504'HIGHWAY 20, GO WEST ON HIGHWAY 20 FOR 3.75 MILE TO THE STATION ON THE
 MD1504'LEFT AS DESCRIBED.
 MD1504'
 MD1504'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1504
 MD1504                          STATION RECOVERY (1950)
 MD1504
 MD1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 MD1504'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.  2, AND
 MD1504'AZIMUTH MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MD1504'THE ORIGINAL DESCRIPTION, TO THE STATION AND REFERENCE MARKS, IS
 MD1504'ADEQUATE.
 MD1504'
 MD1504'THE PRECISE ORIGINAL POSITION OF THE AZIMUTH MARK WAS HELD, BUT THE
 MD1504'MARK WAS LOWERED ABOUT 6 INCHES TO MAKE THE MARK FLUSH WITH THE GROUND
 MD1504'AS WAS REQUESTED BY MR. MELVIN SHROCK THE PRESENT PROPERTY OWNER ON
 MD1504'WHOM THE MARK IS SET.
 MD1504'
 MD1504'A NEW DESCRIPTION TO THE AZIMUTH MARK FOLLOWS-
 MD1504'
 MD1504'IT IS ON PROPERTY BELONGING TO MR. MELVIN SHROCK AND IS THE FARM YARD,
 MD1504'BACK OF MR. SHROCKS HOUSE.  IT IS 45.7 FEET SOUTHWEST OF THE SOUTHWEST
 MD1504'CORNER OF THE BARN, 15.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE HOG
 MD1504'HOUSE, 12.0 FEET NORTH OF THE CENTER OF THE DOUBLE DOORS TO THE
 MD1504'GRANARY, AND 2.4 FEET EAST OF THE NORTHEAST CORNER OF THE MAIN
 MD1504'BUILDING OF THE GRANARY.  IT IS LOCATED IN THE WALK WAY LEADING TO THE
 MD1504'HOG HOUSE AND IS SET FLUSH WITH THE GROUND, THE DISK IS STAMPED CLAY
 MD1504'1947.
 MD1504'
 MD1504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY FOR
 MD1504'0.7 MILE, TURN RIGHT INTO A DRIVEWAY AND GO TO THE BACK OF MR. MELVIN
 MD1504'SHROCKS HOUSE AND THE MARK AS DESCRIBED.
 MD1504
 MD1504                          STATION RECOVERY (1960)
 MD1504
 MD1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1504'ALL MARKS RECOVERED IN GOOD CONDITION EXCEPT THAT NO EVIDENCE OF THE
 MD1504'AZIMUTH MARK WAS FOUND.  THE DESCRIBED LOCATION IS EVIDENTLY OCCUPIED
 MD1504'NOW BY THE CONCRETE FLOOR OF A BARN.  THE ORIGINAL DESCRIPTION IS
 MD1504'ADEQUATE AND ACCURATE THO THE PRESENT WRITER DID MEASURE THE DISTANCE
 MD1504'FROM THE INTERSECTION OF CENTER LINES OF THE NOW 22-FOOT PAVEMENT OF
 MD1504'THE U. S. HWY.  AND THE GRAVEL ROAD AS 260 FEET INSTEAD OF 261 AND
 MD1504'NOTED THAT THE MEASUREMENT TO THE ELM TREE AS GIVEN IS TO THE
 MD1504'CIRCUMFERENCE RATHER THAN THE CENTER OF THE TREE THO THE ORIGINAL
 MD1504'DESCRIPTION WAS NOT SPECIFIC.
 MD1504
 MD1504                          STATION RECOVERY (1994)
 MD1504
 MD1504'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1782 ***********************************************************************
 KA1782  DESIGNATION -  CLAY CITY
 KA1782  PID         -  KA1782
 KA1782  STATE/COUNTY-  IN/CLAY
 KA1782  COUNTRY     -  US
 KA1782  USGS QUAD   -  CLAY CITY (2019)
 KA1782
 KA1782                         *CURRENT SURVEY CONTROL
 KA1782  ______________________________________________________________________
 KA1782* NAD 83(1997) POSITION- 39 15 53.59784(N) 087 07 01.30114(W)   ADJUSTED
 KA1782* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 KA1782  ______________________________________________________________________
 KA1782  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 KA1782  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 KA1782  HORZ ORDER      -  THIRD
 KA1782
 KA1782.The horizontal coordinates were established by classical geodetic methods
 KA1782.and adjusted by the National Geodetic Survey in May 1999.
 KA1782
 KA1782.The orthometric height was scaled from a topographic map.
 KA1782
 KA1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1782.GEOID18 height accuracy estimate available here.
 KA1782
 KA1782.Click photographs - Photos may exist for this station.
 KA1782
 KA1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1782
 KA1782. The following values were computed from the NAD 83(1997) position.
 KA1782
 KA1782;                    North         East     Units Scale Factor Converg.
 KA1782;SPC IN W     -   445,903.224   897,092.155   MT  0.99996677   -0 01 16.8
 KA1782;SPC IN W     - 1,462,934.16  2,943,209.85   sFT  0.99996677   -0 01 16.8
 KA1782;UTM  16      - 4,346,178.716   489,904.224   MT  0.99960125   -0 04 26.6
 KA1782
 KA1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1782!SPC IN W     -   0.99997204  x   0.99996677  =   0.99993881
 KA1782!UTM  16      -   0.99997204  x   0.99960125  =   0.99957331
 KA1782
 KA1782:                Primary Azimuth Mark                     Grid Az
 KA1782:SPC IN W     -  CLAY CITY AZ MK                          007 20 04.8
 KA1782:UTM  16      -  CLAY CITY AZ MK                          007 23 14.6
 KA1782
 KA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8990446178(NAD 83)
 KA1782
 KA1782|---------------------------------------------------------------------|
 KA1782| PID    Reference Object                     Distance      Geod. Az  |
 KA1782|                                                           dddmmss.s |
 KA1782| CM3313 CLAY CITY AZ MK                                    0071848.0 |
 KA1782| CM3314 CLAY CITY RM 1                       13.578 METERS 06510     |
 KA1782| CM3315 CLAY CITY RM 2                       29.090 METERS 29347     |
 KA1782|---------------------------------------------------------------------|
 KA1782
 KA1782                          SUPERSEDED SURVEY CONTROL
 KA1782
 KA1782  NAD 83(1986)-  39 15 53.60336(N)    087 07 01.29616(W) AD(       ) 3
 KA1782  NAD 27      -  39 15 53.45340(N)    087 07 01.23960(W) AD(       ) 3
 KA1782
 KA1782.Superseded values are not recommended for survey control.
 KA1782
 KA1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1782.See file dsdata.pdf to determine how the superseded data were derived.
 KA1782
 KA1782_MARKER: DS = TRIANGULATION STATION DISK
 KA1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1782_STAMPING: CLAY CITY 1947
 KA1782_MARK LOGO: CGS
 KA1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1782+STABILITY: SURFACE MOTION
 KA1782
 KA1782  HISTORY     - Date     Condition        Report By
 KA1782  HISTORY     - 1947     MONUMENTED       CGS
 KA1782  HISTORY     - 1982     GOOD             LOCENG
 KA1782
 KA1782                          STATION DESCRIPTION
 KA1782
 KA1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1782'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHWEST OF CLAY CITY AND
 KA1782'0.5 MILE EAST OF THE SMALL COMMUNITY OF MIDDLEBURY ON
 KA1782'PROPERTY OWNED BY MR. C.K. CLARK. IT IS 95 FEET SOUTHEAST OF A GATE,
 KA1782'55 FEET SOUTH OF A FENCE, AND 9 FEET NORTH OF A WITNESS POST.
 KA1782'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CLAY CITY 1947.
 KA1782'
 KA1782'REFERENCE MARK NO. 1 IS 44.55 FEET NORTHEAST OF THE STATION, 38 FEET
 KA1782'SOUTH OF A FENCE, AND 27 FEET NORTH OF A FENCE.  THE MARK IS FLUSH
 KA1782'WITH THE GROUND, AND THE DISK IS STAMPED CLAY CITY NO 1 1947.
 KA1782'
 KA1782'REFERENCE MARK NO. 2 IS 95.45 FEET WEST-NORTHWEST OF THE STATION, 48
 KA1782'FEET NORTH OF A FENCE, AND 1 FOOT SOUTH OF A GATE POST. THE
 KA1782'MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED CLAY CITY NO 2 1947.
 KA1782'
 KA1782'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 40 FEET WEST OF
 KA1782'THE CLAY CITY LIMITS, 22 FEET NORTH OF THE CENTERLINE OF
 KA1782'STATE HIGHWAY 59, 3 FEET NORTH OF A 3-FOOT ELM TREE, AND 3 FEET SOUTH
 KA1782'OF A WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK
 KA1782'IS STAMPED CLAY CITY 1947.
 KA1782'
 KA1782'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157 AND 59
 KA1782'IN CLAY CITY, GO SOUTH AND WEST ON HIGHWAY 59 FOR 0.7 MILE TO
 KA1782'THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTH AND WEST ON HIGHWAY 59
 KA1782'FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAYS 59 AND 246 IN THE
 KA1782'NORTHERN EDGE OF MIDDLEBURY, HERE TURN LEFT ON A GRAVELED ROAD AND GO
 KA1782'0.15 MILE TO A CROSSROAD AND THE MIDDLEBURY BAPTIST CHURCH ON THE
 KA1782'LEFT, TURN LEFT AND GO 0.01 MILE TO A GATE ON THE RIGHT, TURN
 KA1782'RIGHT THROUGH THE GATE AND GO ABOUT 75 YARDS TO ANOTHER GATE AND THE
 KA1782'STATION ON THE HIGHEST PART OF THE HILL AS DESCRIBED.
 KA1782'
 KA1782'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KA1782
 KA1782                          STATION RECOVERY (1982)
 KA1782
 KA1782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1782'CLAY CITY 1947 RECOVERED IN GOOD CONDITION - ABOUT 10 FEET SOUTH TO
 KA1782'ROW.  ON TOP OF HILL.
 KA1782'
 KA1782'R.M. NO.1 (FLUSH) RECOVERED IN GOOD CONDITION - 29 FEET + OR - SOUTH
 KA1782'TREE ROW.
 KA1782'
 KA1782'R.M. NO.2 (PROJECTS 6 INCHES) 50 FEET SOUTH TO 18 INCHES TWIN TRUNK
 KA1782'MAPLE.  EAST SIDE OF GARDEN.
 KA1782'
 KA1782'CLAY CITY AZIMUTH TOP GONE - HOUSE IN LINE OF SIGHT.
 KA1782'
 KA1782'AZIMUTH MARK NEEDS TO BE RELOCATED.
 KA1782'
 KA1782'NO FENCES AS PER ORIGINAL DESCRIPTION.
 KA1782'
 KA1782'DISTANCE AND DIRECTION FROM NEAREST TOWN--CLAY CITY 1.0 MILE
 KA1782'SOUTH SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2002 ***********************************************************************
 KA2002  DESIGNATION -  CLAYTON
 KA2002  PID         -  KA2002
 KA2002  STATE/COUNTY-  IN/HENDRICKS
 KA2002  COUNTRY     -  US
 KA2002  USGS QUAD   -  CLAYTON (2019)
 KA2002
 KA2002                         *CURRENT SURVEY CONTROL
 KA2002  ______________________________________________________________________
 KA2002* NAD 83(1997) POSITION- 39 41 14.69623(N) 086 32 22.54088(W)   ADJUSTED
 KA2002* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 KA2002  ______________________________________________________________________
 KA2002  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 KA2002  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 KA2002  HORZ ORDER      -  FIRST
 KA2002
 KA2002.The horizontal coordinates were established by classical geodetic methods
 KA2002.and adjusted by the National Geodetic Survey in May 1999.
 KA2002
 KA2002.The orthometric height was scaled from a topographic map.
 KA2002
 KA2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2002.GEOID18 height accuracy estimate available here.
 KA2002
 KA2002.Click photographs - Photos may exist for this station.
 KA2002
 KA2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2002
 KA2002. The following values were computed from the NAD 83(1997) position.
 KA2002
 KA2002;                    North         East     Units Scale Factor Converg.
 KA2002;SPC IN W     -   492,953.374   946,641.540   MT  0.99999344   +0 20 50.1
 KA2002;SPC IN W     - 1,617,297.86  3,105,773.12   sFT  0.99999344   +0 20 50.1
 KA2002;UTM  16      - 4,393,165.642   539,478.750   MT  0.99961919   +0 17 38.5
 KA2002
 KA2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2002!SPC IN W     -   0.99996251  x   0.99999344  =   0.99995595
 KA2002!UTM  16      -   0.99996251  x   0.99961919  =   0.99958172
 KA2002
 KA2002:                Primary Azimuth Mark                     Grid Az
 KA2002:SPC IN W     -  CLAYTON AZ MK                            272 38 47.1
 KA2002:UTM  16      -  CLAYTON AZ MK                            272 41 58.7
 KA2002
 KA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3947893165(NAD 83)
 KA2002
 KA2002|---------------------------------------------------------------------|
 KA2002| PID    Reference Object                     Distance      Geod. Az  |
 KA2002|                                                           dddmmss.s |
 KA2002| KA1999 DANVILLE MUNICIPAL STANDPIPE        APPROX. 8.3 KM 0073227.3 |
 KA2002| KA1962 BROWNSBURG MUNICIPAL TANK           APPROX.21.1 KM 0351919.8 |
 KA2002| KA1959 PLAINFIELD MUNICIPAL TANK           APPROX.12.3 KM 0823753.3 |
 KA2002| KA1960 INDIANAPOLIS ST LOU AWY BCN 22      APPROX. 8.8 KM 0885122.3 |
 KA2002| CC8454 CLAYTON RM 1                         34.924 METERS 14455     |
 KA2002| KA2004 INDIANAPOLIS ST LOU AWY BCN 21      APPROX. 9.6 KM 2321423.0 |
 KA2002| CC8453 CLAYTON AZ MK                                      2725937.2 |
 KA2002| CC8455 CLAYTON RM 2                         40.449 METERS 28324     |
 KA2002|---------------------------------------------------------------------|
 KA2002
 KA2002                          SUPERSEDED SURVEY CONTROL
 KA2002
 KA2002  NAD 83(1986)-  39 41 14.69513(N)    086 32 22.53794(W) AD(       ) 1
 KA2002  NAD 27      -  39 41 14.52800(N)    086 32 22.54300(W) AD(       ) 1
 KA2002
 KA2002.Superseded values are not recommended for survey control.
 KA2002
 KA2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2002.See file dsdata.pdf to determine how the superseded data were derived.
 KA2002
 KA2002_MARKER: DS = TRIANGULATION STATION DISK
 KA2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2002_STAMPING: CLAYTON 1939
 KA2002_MARK LOGO: CGS
 KA2002_PROJECTION: FLUSH
 KA2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2002+STABILITY: SURFACE MOTION
 KA2002
 KA2002  HISTORY     - Date     Condition        Report By
 KA2002  HISTORY     - 1939     MONUMENTED       CGS
 KA2002  HISTORY     - 1948     GOOD             CGS
 KA2002  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KA2002  HISTORY     - 1980     GOOD             LOCENG
 KA2002
 KA2002                          STATION DESCRIPTION
 KA2002
 KA2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2002'THIS STATION IS LOCATED ABOUT 1.0 MILE W OF CLAYTON, ON THE S SIDE OF
 KA2002'A MACADAM ROAD, IN THE NE CORNER OF A PASTURE LOT ON PROPERTY
 KA2002'OWNED BY MRS. MAY ANDERSON, 150 YARDS W OF THE HOUSE, AND ACROSS THE
 KA2002'ROAD FROM THE STOCKYARDS. THE MARK IS SET FLUSH WITH THE
 KA2002'GROUND, 48.5 FEET S OF THE CENTER LINE OF THE MACADAM ROAD, 30 FEET S
 KA2002'OF THE N FENCE LINE AND STANDARD REFERENCE POST, 71.5 FEET SW OF
 KA2002'THE NE FENCE CORNER, 65 FEET W OF THE PUMP HOUSE.
 KA2002'
 KA2002'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA2002'BRONZE DISKS SET IN CONCRETE.
 KA2002'
 KA2002'REFERENCE MARK NO. 1 IS SE OF THE STATION,123 FEET S OF THE NE FENCE
 KA2002'CORNER ON THE W SIDE AND CENTER OF THE BARN.  MARK PROJECTS 4
 KA2002'INCHES. REFERENCE MARK NO. 2 IS WNW OF THE STATION, SET 1 FOOT S OF
 KA2002'THE N BENCH LINE, 18 FEET S OF THE CENTER LINE OF THE MACADAM
 KA2002'ROAD. MARK PROJECTS 4 INCHES.
 KA2002'
 KA2002'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE W OF THE STATION SET ON THE N
 KA2002'BANK OF THE ROAD, 23 FEET N OF THE CENTER LINE OF THE MACADAM
 KA2002'ROAD, 21 FEET W OF THE CENTER LINE OF THE DRIVEWAY TO FARMHOUSE IN
 KA2002'THE SE CORNER OF A CULTIVATED FIELD. MARK PROJECTS 6 INCHES.
 KA2002'
 KA2002'TO REACH THE STATION FROM CLAYTON, GO W ON THE MACADAM ROAD, DIRECTLY
 KA2002'OPPOSITE THE FORD GARAGE FOR 0.9 MILE TO STATION ON THE
 KA2002'LEFT.
 KA2002'
 KA2002'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA2002
 KA2002                          STATION RECOVERY (1948)
 KA2002
 KA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2002'RECOVERED AS DESCRIBED.
 KA2002
 KA2002                          STATION RECOVERY (1966)
 KA2002
 KA2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KA2002'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. A REQUEST
 KA2002'WAS RECEIVED TO LOWER THE STATION MARK BELOW PLOW DEPTH. THE
 KA2002'SURFACE AND UNDERGROUND MARKS WERE LOWERED VERTICALLY, HOLDING THE
 KA2002'HORIZONTAL POSITION OF THE UNDERGROUND MARK. THE UNDERGROUND MARK
 KA2002'WAS FOUND TO BE 0.049 METER NORTH OF THE SURFACE MARK.
 KA2002'
 KA2002'TO REACH THE STATION FROM CLAYTON, FROM THE FORD GARAGE, GO WEST ON
 KA2002'SURFACED ROAD FOR 0.9 MILE TO STATION ON LEFT, TO THE NORTHWEST OF
 KA2002'FARM BUILDINGS. TO REACH THE AZIMUTH CONTINUE WEST FOR 0.3 MILE TO
 KA2002'MARK ON RIGHT.
 KA2002'
 KA2002'THE STATION IS 65 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 KA2002'BRICK BUILDING, 98 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 KA2002'49.5 FEET SOUTH OF THE CENTERLINE OF SURFACED ROAD AND 30 FEET SOUTH
 KA2002'OF A METAL WITNESS POST SET IN EAST-WEST FENCE LINE. THE MARK IS
 KA2002'14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KA2002'CLAYTON 1939 1966.
 KA2002'
 KA2002'R.M.NO. 1 IS 25 FEET SOUTH OF THE NORTHWEST CORNER OF A BARN, 23.5
 KA2002'FEET NORTH OF THE SOUTHWEST CORNER OF THE BARN AND 0.5 FOOT WEST
 KA2002'OF THE WEST SIDE OF THE BUILDING. THE MARK PROJECTS 6 INCHES AND THE
 KA2002'DISK IS STAMPED CLAYTON NO 1 1939.
 KA2002'
 KA2002'R.M. NO. 2 IS 36 FEET WEST OF A POWERLINE POLE, 18.5 FEET SOUTH OF
 KA2002'THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF RIGHT OF WAY
 KA2002'FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CLAYTON NO
 KA2002'2 1939.
 KA2002'
 KA2002'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13
 KA2002'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING TO A
 KA2002'FARMHOUSE, 10.5 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 1 FOOT
 KA2002'EAST OF A METAL WITNESS POST. THE MARK PROJECTS 8 INCHES AND
 KA2002'THE DISK IS STAMPED CLAYTON 1939.
 KA2002'
 KA2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MILE WEST.
 KA2002
 KA2002                          STATION RECOVERY (1980)
 KA2002
 KA2002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA2002'CLAYTON 1939 RECOVERED IN GOOD COND AND DOWN 14 INCHES (DIDNT SEE,
 KA2002'BUT HIT W/PROBE.)
 KA2002'
 KA2002'CLAYTON NO 1 1939 RECOVERED IN GOOD CONDITION.  (PROJECTS 12 INCHES
 KA2002'NOT 6 INCHES.)
 KA2002'
 KA2002'CLAYTON NO 2 1939 RECOVERED GOOD IN FENCELINE.
 KA2002'
 KA2002'AZ MARK APPEARS TO HAVE SHIFTED POSITION DUE TO GROWTH OF TREE.
 KA2002'
 KA2002'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILES W OF CLAYTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2265 ***********************************************************************
 ME2265  DESIGNATION -  CLEAR
 ME2265  PID         -  ME2265
 ME2265  STATE/COUNTY-  IN/ST JOSEPH
 ME2265  COUNTRY     -  US
 ME2265  USGS QUAD   -  NILES WEST (2017)
 ME2265
 ME2265                         *CURRENT SURVEY CONTROL
 ME2265  ______________________________________________________________________
 ME2265* NAD 83(1997) POSITION- 41 45 11.13523(N) 086 21 21.56335(W)   ADJUSTED
 ME2265* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 ME2265  ______________________________________________________________________
 ME2265  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME2265  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 ME2265  HORZ ORDER      -  SECOND
 ME2265
 ME2265.The horizontal coordinates were established by classical geodetic methods
 ME2265.and adjusted by the National Geodetic Survey in May 1999.
 ME2265
 ME2265.The orthometric height was scaled from a topographic map.
 ME2265
 ME2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2265.GEOID18 height accuracy estimate available here.
 ME2265
 ME2265.Click photographs - Photos may exist for this station.
 ME2265
 ME2265.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2265
 ME2265. The following values were computed from the NAD 83(1997) position.
 ME2265
 ME2265;                    North         East     Units Scale Factor Converg.
 ME2265;SPC IN E     -   722,424.489    42,670.560   MT  1.00000710   -0 27 32.6
 ME2265;SPC IN E     - 2,370,154.34    139,995.00   sFT  1.00000710   -0 27 32.6
 ME2265;UTM  16      - 4,622,563.411   553,541.204   MT  0.99963528   +0 25 43.9
 ME2265
 ME2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2265!SPC IN E     -   0.99996249  x   1.00000710  =   0.99996959
 ME2265!UTM  16      -   0.99996249  x   0.99963528  =   0.99959778
 ME2265
 ME2265:                Primary Azimuth Mark                     Grid Az
 ME2265:SPC IN E     -  CLEAR AZ MK                              124 54 27.9
 ME2265:UTM  16      -  CLEAR AZ MK                              124 01 11.4
 ME2265
 ME2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5354122563(NAD 83)
 ME2265
 ME2265|---------------------------------------------------------------------|
 ME2265| PID    Reference Object                     Distance      Geod. Az  |
 ME2265|                                                           dddmmss.s |
 ME2265| CM3320 CLEAR RM 1                           16.901 METERS 00509     |
 ME2265| CM3319 CLEAR AZ MK                                        1242655.3 |
 ME2265| CM3321 CLEAR RM 2                            7.399 METERS 26722     |
 ME2265|---------------------------------------------------------------------|
 ME2265
 ME2265                          SUPERSEDED SURVEY CONTROL
 ME2265
 ME2265  NAD 83(1994)-  41 45 11.13630(N)    086 21 21.56552(W) AD(       ) 2
 ME2265  NAD 83(1986)-  41 45 11.13694(N)    086 21 21.56772(W) AD(       ) 2
 ME2265  NAD 27      -  41 45 10.96510(N)    086 21 21.52510(W) AD(       ) 2
 ME2265
 ME2265.Superseded values are not recommended for survey control.
 ME2265
 ME2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2265.See file dsdata.pdf to determine how the superseded data were derived.
 ME2265
 ME2265_MARKER: DS = TRIANGULATION STATION DISK
 ME2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2265_STAMPING: CLEAR 1952
 ME2265_MARK LOGO: CGS
 ME2265_PROJECTION: FLUSH
 ME2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2265+STABILITY: SURFACE MOTION
 ME2265
 ME2265  HISTORY     - Date     Condition        Report By
 ME2265  HISTORY     - 1952     MONUMENTED       CGS
 ME2265  HISTORY     - 1957     GOOD             CGS
 ME2265  HISTORY     - 20010930 GOOD             USPSQD
 ME2265
 ME2265                          STATION DESCRIPTION
 ME2265
 ME2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2265'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF SOUTH BEND AND ABOUT 8
 ME2265'1/2 MILES NORTHEAST OF NEW CARLISLE ON PROPERTY OWNED BY GUS W. PARIK.
 ME2265'IT IS 70 FEET SOUTH OF THE HIGHEST POINT OF HILL, 64 FEET SOUTH OF A
 ME2265'24 INCH TREE AND 4 FEET WEST OF A WHITE WITNESS POST AND A NORTH-SOUTH
 ME2265'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLEAR 1952.
 ME2265'
 ME2265'REFERENCE MARK NO. 1 IS 8 FEET SOUTHWEST OF THE 24 INCH TREE AND 1
 ME2265'FOOT WEST OF THE NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE
 ME2265'DISK IS STAMPED CLEAR NO 1 1952.
 ME2265'
 ME2265'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF AN EAST-WEST GRAPE ARBOR AND
 ME2265'30 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 ME2265'IS STAMPED CLEAR NO 2 1952.
 ME2265'
 ME2265'AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE HIGHEST POINT OF HILL BY THE
 ME2265'GRAVEL ROAD, 26 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 7 FEET
 ME2265'WEST OF A 10 INCH OAK TREE, 2 FEET WEST OF A WHITE WITNESS POST AND 1
 ME2265'FOOT NORTH OF AN EAST-WEST FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 ME2265'THE DISK IS STAMPED CLEAR 1952.
 ME2265'
 ME2265'TO REACH THE STATION FROM THE INTERSECTION OF W. LA SALLE AND N.
 ME2265'MICHIGAN STREETS IN SOUTH BEND, GO WEST ON W. LA SALLE STREET FOR 0.2
 ME2265'MILE TO LINCOLN WAY W, TURN RIGHT ON LINCOLN WAY W AND GO 0.1 MILE TO
 ME2265'N. WILLIAMS STREET, TURN RIGHT ON N.  WILLIAMS STREET AND GO FOR 0.25
 ME2265'MILE TO PORTAGE AVENUE, CONTINUE NORTHERLY ON PORTAGE AVENUE FOR 5.2
 ME2265'MILES TO ADAMS ROAD, TURN LEFT ON ADAMS ROAD AND GO WEST FOR 2.7 MILES
 ME2265'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO A HOUSE ON
 ME2265'THE RIGHT, TURN RIGHT INTO DRIVEWAY AND END OF TRUCK TRAVEL.  FROM
 ME2265'THIS POINT PACK NORTHEASTERLY UP HILL FOR ABOUT 150 YARDS TO THE
 ME2265'STATION AS DESCRIBED.
 ME2265'
 ME2265'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2265
 ME2265                          STATION RECOVERY (1957)
 ME2265
 ME2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2265'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2265'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ME2265
 ME2265                          STATION RECOVERY (2001)
 ME2265
 ME2265'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSH)
 ME2265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1859 ***********************************************************************
 MD1859  DESIGNATION -  CLEAR
 MD1859  PID         -  MD1859
 MD1859  STATE/COUNTY-  IN/STEUBEN
 MD1859  COUNTRY     -  US
 MD1859  USGS QUAD   -  ANGOLA EAST (2019)
 MD1859
 MD1859                         *CURRENT SURVEY CONTROL
 MD1859  ______________________________________________________________________
 MD1859* NAD 83(1997) POSITION- 41 43 51.57973(N) 084 54 45.00426(W)   ADJUSTED
 MD1859* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 MD1859  ______________________________________________________________________
 MD1859  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1859  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 MD1859  HORZ ORDER      -  SECOND
 MD1859
 MD1859.The horizontal coordinates were established by classical geodetic methods
 MD1859.and adjusted by the National Geodetic Survey in May 1999.
 MD1859
 MD1859.The orthometric height was scaled from a topographic map.
 MD1859
 MD1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1859.GEOID18 height accuracy estimate available here.
 MD1859
 MD1859.Click photographs - Photos may exist for this station.
 MD1859
 MD1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1859
 MD1859. The following values were computed from the NAD 83(1997) position.
 MD1859
 MD1859;                    North         East     Units Scale Factor Converg.
 MD1859;SPC IN E     -   720,015.316   162,743.774   MT  1.00001509   +0 30 07.3
 MD1859;SPC IN E     - 2,362,250.25    533,935.20   sFT  1.00001509   +0 30 07.3
 MD1859;SPC MI S     -    25,806.664 3,954,582.654   MT  1.00010774   -0 22 17.2
 MD1859;SPC MI S     -    84,667.53 12,974,352.54   iFT  1.00010774   -0 22 17.2
 MD1859;UTM  16      - 4,622,015.218   673,612.350   MT  0.99997092   +1 23 23.5
 MD1859
 MD1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1859!SPC IN E     -   0.99995367  x   1.00001509  =   0.99996876
 MD1859!SPC MI S     -   0.99995367  x   1.00010774  =   1.00006140
 MD1859!UTM  16      -   0.99995367  x   0.99997092  =   0.99992459
 MD1859
 MD1859:                Primary Azimuth Mark                     Grid Az
 MD1859:SPC IN E     -  CLEAR AZ MK                              263 38 34.2
 MD1859:SPC MI S     -  CLEAR AZ MK                              264 30 58.7
 MD1859:UTM  16      -  CLEAR AZ MK                              262 45 18.0
 MD1859
 MD1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7361222015(NAD 83)
 MD1859
 MD1859|---------------------------------------------------------------------|
 MD1859| PID    Reference Object                     Distance      Geod. Az  |
 MD1859|                                                           dddmmss.s |
 MD1859| CE5899 CLEAR RM 1                           29.566 METERS 00639     |
 MD1859| CE5900 CLEAR RM 2                           34.549 METERS 25900     |
 MD1859| MD1861 FREMONT MUNICIPAL TANK              APPROX. 2.0 KM 2633005.8 |
 MD1859| CE5898 CLEAR AZ MK                                        2640841.5 |
 MD1859| CF3016 CLEAR RM 3                           25.375 METERS 33651     |
 MD1859|---------------------------------------------------------------------|
 MD1859
 MD1859                          SUPERSEDED SURVEY CONTROL
 MD1859
 MD1859  NAD 83(1995)-  41 43 51.57977(N)    084 54 45.00427(W) AD(       ) 2
 MD1859  NAD 83(1994)-  41 43 51.57992(N)    084 54 45.00424(W) AD(       ) 2
 MD1859  NAD 83(1986)-  41 43 51.58099(N)    084 54 45.01739(W) AD(       ) 2
 MD1859  NAD 27      -  41 43 51.40090(N)    084 54 45.15900(W) AD(       ) 2
 MD1859
 MD1859.Superseded values are not recommended for survey control.
 MD1859
 MD1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1859.See file dsdata.pdf to determine how the superseded data were derived.
 MD1859
 MD1859_MARKER: DS = TRIANGULATION STATION DISK
 MD1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1859_STAMPING: CLEAR 1946
 MD1859_MARK LOGO: CGS
 MD1859_PROJECTION: RECESSED 30 CENTIMETERS
 MD1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1859+STABILITY: SURFACE MOTION
 MD1859
 MD1859  HISTORY     - Date     Condition        Report By
 MD1859  HISTORY     - 1946     MONUMENTED       CGS
 MD1859  HISTORY     - 1960     GOOD             CGS
 MD1859  HISTORY     - 1969     GOOD             CGS
 MD1859
 MD1859                          STATION DESCRIPTION
 MD1859
 MD1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1859'STATION IS LOCATED ON DR. C.E. CHAPINS STOCK FARM NO. 2, ON THE NORTH
 MD1859'SIDE OF STATE HIGHWAY 120 AND 1.05 MILES EAST OF THE JUNCTION OF STATE
 MD1859'HIGHWAYS 827 AND 120 IN THE CITY OF FREMONT.  IT IS 73 FEET NORTH OF
 MD1859'THE CENTER OF HIGHWAY 120, 68 FEET NORTHEAST OF A POWER POLE AND 21
 MD1859'FEET SOUTH OF AN 18 INCH PEAR TREE.  THE MARK IS ABOUT ONE FOOT BELOW
 MD1859'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CLEAR 1946.
 MD1859'
 MD1859'REFERENCE MARK NO. 1 IS 97.00 FEET NORTH OF THE STATION IN AN
 MD1859'EAST-WEST FENCE LINE.  IT IS 10 FEET WEST OF A FENCE CORNER.  THE MARK
 MD1859'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLEAR NO 1 1946.
 MD1859'
 MD1859'REFERENCE MARK NO. 2 IS 113.38 FEET WEST OF THE STATION.  IT IS 53
 MD1859'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 48 FEET WEST OF A POWER
 MD1859'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLEAR
 MD1859'NO 2 1946.
 MD1859'
 MD1859'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION ON THE SOUTHSIDE OF
 MD1859'HIGHWAY 120.  IT IS 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.5
 MD1859'FEET EAST OF A WHITE WITNESS POST AND ONE FOOT NORTH OF A FENCE.  THE
 MD1859'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLEAR 1946.
 MD1859'
 MD1859'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1859
 MD1859                          STATION RECOVERY (1960)
 MD1859
 MD1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1859'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT R.M. NO. 1 NOT FOUND,
 MD1859'R.M. NO. 3 WAS SET.
 MD1859'
 MD1859'ABOUT 1.05 MILES E ALONG NO. 120 U.S. HIGHWAY FROM ITS JUNCTION WITH
 MD1859'NO. 827 INDIANA HWY AT THE MAIN BUSINESS CORNER IN FREMONT, 72 FEET N
 MD1859'OF CENTER LINE OF HWY., ABOUT 8 FEET HIGHER THAN SAME, 36.3 FEET SSW
 MD1859'OF SW CORNER OF CONCRETE BLOCK HOUSE, 16.8 FEET W OF PROJECTED PLANE
 MD1859'OF W WALL OF SAME, 28 FEET SSE OF CENTER OF 30-INCH PEAR TREE, 20.6
 MD1859'FEET SSW OF SSW EDGE OF 18-INCH PEAR TREE, STANDARD DISKS STAMPED
 MD1859'CLEAR 1946 ARE SET IN NOTES 1A AND 7A MARKS WITH THE TOP MARK 1.5 FEET
 MD1859'UNDERGROUND.
 MD1859'
 MD1859'REFERENCE STAMPED CLEAR NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1859'113.35 FEET OR (34.549 METERS) W IN AZIMUTH 79 DEG 00 MIN FROM
 MD1859'STATION, ABOUT ON CREST OF RIDGE, 52 FEET N OF CENTER LINE OF HWY.,
 MD1859'ESTIMATED 7 FEET HIGHER THAN SAME, AND 2.1 FEET E OF STEEL WITNESS
 MD1859'POST.
 MD1859'
 MD1859'REFERENCE STAMPED CLEAR NO. 3 1960, NOTE 11B, PROJECTS 0.3 FOOT, IS
 MD1859'83.25 FEET OR 25.375 METERS NNW IN AZIMUTH 156 DEG 51 MIN FROM
 MD1859'STATION, 151 FEET N OF CENTER LINE OF HWY., 50 FEET W OF PLANE OF W
 MD1859'WALL OF SAID HOUSE, AND A FOOT E OF A FENCE.
 MD1859'
 MD1859'AZIMUTH STAMPED CLEAR 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT 0.25
 MD1859'MILE W IN AZIMUTH 84 DEG 08 MIN 40.7 SEC FROM STATION, 69 FEET W OF
 MD1859'T-INTERSECTION OF FENCES, 51 FEET S OF CENTER LINE OF HWY., 3.0 FEET
 MD1859'HIGHER THAN SAME, 11 FEET E OF PROJECTED W WALL OF TWO-STORY HOUSE ON
 MD1859'N SIDE OF HIGHWAY, AND 1.5 FEET E OF STEEL WITNESS POST.
 MD1859
 MD1859                          STATION RECOVERY (1969)
 MD1859
 MD1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 MD1859'STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 AND THE AZIMUTH MARK
 MD1859'WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION BY A.L.W.
 MD1859'IN 1960 IS ADEQUATE AND COMPLETE FOR RECOVERY.
 MD1859'
 MD1859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 MD1859'FREMONT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2045 ***********************************************************************
 HZ2045  DESIGNATION -  CLIFTY
 HZ2045  PID         -  HZ2045
 HZ2045  STATE/COUNTY-  IN/JEFFERSON
 HZ2045  COUNTRY     -  US
 HZ2045  USGS QUAD   -  MADISON WEST (2019)
 HZ2045
 HZ2045                         *CURRENT SURVEY CONTROL
 HZ2045  ______________________________________________________________________
 HZ2045* NAD 83(1997) POSITION- 38 44 08.59170(N) 085 27 01.68352(W)   ADJUSTED
 HZ2045* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 HZ2045  ______________________________________________________________________
 HZ2045  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 HZ2045  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 HZ2045  HORZ ORDER      -  SECOND
 HZ2045
 HZ2045.The horizontal coordinates were established by classical geodetic methods
 HZ2045.and adjusted by the National Geodetic Survey in May 1999.
 HZ2045
 HZ2045.The orthometric height was scaled from a topographic map.
 HZ2045
 HZ2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2045.GEOID18 height accuracy estimate available here.
 HZ2045
 HZ2045.Click photographs - Photos may exist for this station.
 HZ2045
 HZ2045.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2045
 HZ2045. The following values were computed from the NAD 83(1997) position.
 HZ2045
 HZ2045;                    North         East     Units Scale Factor Converg.
 HZ2045;SPC IN E     -   387,180.947   118,797.398   MT  0.99997102   +0 08 07.0
 HZ2045;SPC IN E     - 1,270,276.16    389,754.46   sFT  0.99997102   +0 08 07.0
 HZ2045;SPC KY1Z     - 1,266,675.965 1,526,044.066   MT  1.00001738   +0 11 02.0
 HZ2045;SPC KY1Z     - 4,155,752.73  5,006,696.24   sFT  1.00001738   +0 11 02.0
 HZ2045;SPC KY N     -   137,843.480   395,627.833   MT  0.99997303   -0 44 48.4
 HZ2045;SPC KY N     -   452,241.48  1,297,988.98   sFT  0.99997303   -0 44 48.4
 HZ2045;UTM  16      - 4,288,589.503   634,678.032   MT  0.99982336   +0 58 11.0
 HZ2045
 HZ2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2045!SPC IN E     -   0.99996643  x   0.99997102  =   0.99993745
 HZ2045!SPC KY1Z     -   0.99996643  x   1.00001738  =   0.99998381
 HZ2045!SPC KY N     -   0.99996643  x   0.99997303  =   0.99993946
 HZ2045!UTM  16      -   0.99996643  x   0.99982336  =   0.99978980
 HZ2045
 HZ2045:                Primary Azimuth Mark                     Grid Az
 HZ2045:SPC IN E     -  BANDON RESET                             190 46 07.6
 HZ2045:SPC KY1Z     -  BANDON RESET                             190 43 12.6
 HZ2045:SPC KY N     -  BANDON RESET                             191 39 03.0
 HZ2045:UTM  16      -  BANDON RESET                             189 56 03.6
 HZ2045
 HZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3467888589(NAD 83)
 HZ2045
 HZ2045|---------------------------------------------------------------------|
 HZ2045| PID    Reference Object                     Distance      Geod. Az  |
 HZ2045|                                                           dddmmss.s |
 HZ2045| CG8333 CLIFTY AZ MK                                       0014008.2 |
 HZ2045| CG8334 CLIFTY RM 1                          33.376 METERS 00923     |
 HZ2045| HZ1059 C 321                                              01459     |
 HZ2045| HZ2046 INTER OF HWYS 56 62 WITH 107         62.200 METERS 05906     |
 HZ2045| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 6.0 KM 0664150.1 |
 HZ2045| HZ2044 MADISON CRAGMONT ST HOSP SPIPE      APPROX. 4.3 KM 0710519.9 |
 HZ2045| HZ2051 MADISON CRAGMONT ST HOSP STK        APPROX. 4.4 KM 0715913.2 |
 HZ2045| HZ2057 MADISON JEFFERSON CO CTHSE          APPROX. 6.4 KM 0894433.9 |
 HZ2045| CG8335 CLIFTY RM 2                          32.906 METERS 09455     |
 HZ2045| HZ2047 BANDON RESET                        APPROX. 7.9 KM 1905414.6 |
 HZ2045| HZ2048 HANOVER COLLEGE WATER TANK          APPROX. 2.5 KM 2063735.6 |
 HZ2045|---------------------------------------------------------------------|
 HZ2045
 HZ2045                          SUPERSEDED SURVEY CONTROL
 HZ2045
 HZ2045  NAD 83(1995)-  38 44 08.59159(N)    085 27 01.68176(W) AD(       ) 2
 HZ2045  NAD 83(1993)-  38 44 08.59168(N)    085 27 01.68232(W) AD(       ) 2
 HZ2045  NAD 83(1986)-  38 44 08.59311(N)    085 27 01.68847(W) AD(       ) 2
 HZ2045  NAD 27      -  38 44 08.37900(N)    085 27 01.83600(W) AD(       ) 2
 HZ2045
 HZ2045.Superseded values are not recommended for survey control.
 HZ2045
 HZ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2045.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2045
 HZ2045_MARKER: DS = TRIANGULATION STATION DISK
 HZ2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2045_STAMPING: CLIFTY 1947
 HZ2045_MARK LOGO: CGS
 HZ2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2045+STABILITY: SURFACE MOTION
 HZ2045
 HZ2045  HISTORY     - Date     Condition        Report By
 HZ2045  HISTORY     - 1947     MONUMENTED       CGS
 HZ2045  HISTORY     - 1963     GOOD             AEROS
 HZ2045  HISTORY     - 1963     GOOD             CGS
 HZ2045  HISTORY     - 1966     GOOD             MGA
 HZ2045  HISTORY     - 1976     GOOD             NGS
 HZ2045
 HZ2045                          STATION DESCRIPTION
 HZ2045
 HZ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2045'STATION IS 3.1 MILES WEST FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 HZ2045'56 IN WEST MADISON VIA HIGHWAY 56, 204 FEET WEST-SOUTHWEST
 HZ2045'OF THE JUNCTION OF STATE HWYS.  56 AND 62 WITH STATE HIGHWAY 107, 57
 HZ2045'FEET NORTH OF THE CENTERLINE OF HIGHWAYS 56 AND 62, ON THE
 HZ2045'HIGHWAY RIGHT-OF-WAY, AND 16 FEET EAST OF A FENCE. THE MARK PROJECTS
 HZ2045'1 INCH, AND THE DISK IS STAMPED CLIFTY 1947.
 HZ2045'
 HZ2045'REFERENCE MARK NO. 1 IS 109.50 FEET NORTH OF THE STATION AND 1 FOOT
 HZ2045'EAST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ2045'STAMPED CLIFTY NO 1 1947.
 HZ2045'
 HZ2045'REFERENCE MARK NO. 2 IS 107.95 FEET EAST OF THE STATION AND 29 FEET
 HZ2045'SOUTH OF THE HIGHWAYS CENTERLINE. THE MARK PROJECTS 4
 HZ2045'INCHES, AND THE DISK IS STAMPED CLIFTY NO 2 1947.
 HZ2045'
 HZ2045'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 73 FEET WEST OF THE
 HZ2045'CENTERLINE OF STATE HIGHWAY 107, AND 2 FEET SOUTH OF A FENCE. THE
 HZ2045'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CLIFTY 1947.
 HZ2045'
 HZ2045'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2045
 HZ2045                          STATION RECOVERY (1963)
 HZ2045
 HZ2045'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2045'STATION AND RM 2 WERE RECOVERED AS DESCRIBED.
 HZ2045
 HZ2045                          STATION RECOVERY (1963)
 HZ2045
 HZ2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2045'STATION MARK CLIFTY 1947 LOCATED STATION.
 HZ2045
 HZ2045                          STATION RECOVERY (1966)
 HZ2045
 HZ2045'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1966 (DHG)
 HZ2045'CLIFTY 1947 RECOVERED GOOD.
 HZ2045'
 HZ2045'THIS STATION RECOVERED FROM MAP LOCATION WITHOUT THE BENEFIT OF C
 HZ2045'AND GS DESCRIPTION.  RM TO THE SOUTH OF STATION HAS APPARENTLY BEEN
 HZ2045'DESTROYED.  CONCRETE MONUMENT HAS BEEN UPROOTED AND DISK BROKEN
 HZ2045'OFF.  RMS AND AZIMUTH MARK NOT SEARCHED FOR.
 HZ2045
 HZ2045                          STATION RECOVERY (1976)
 HZ2045
 HZ2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2045'STATION MARK, AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE MARK
 HZ2045'2 FOUND WITH SOME CHIPS IN THE CONCRETE BUT SOLID.  REFERENCE MARK 1
 HZ2045'WAS NOT FOUND AND ASSUMED DESTROYED AS A GRAVELED ROAD NOW EXTENDS
 HZ2045'THE ENTIRE AREA WHERE THE MARK PROJECTS.  USC AND GS BM C 321 WAS
 HZ2045'USED AS AN REFERENCE MARK.  THERE IS NOW A BUILDING ON LINE TO THE
 HZ2045'AZIMUTH MARK AND NO VISIBLE OBJECT TO ESTABLISH A NEW AZIMUTH MARK.
 HZ2045'
 HZ2045'THE STATION IS LOCATED IN THE EXTREME WEST EDGE OF A TRIANGLE FORMED
 HZ2045'BY STATE HIGHWAYS 56 AND 62 TO THE SOUTH, STATE HIGHWAY 107 TO THE
 HZ2045'EAST AND A GRAVELED ROAD AND PARKING AREA TO THE NORTH.  ABOUT 3
 HZ2045'MILES WEST OF MADISON.  IT IS 98.5 FEET SOUTHEAST OF THE SOUTHEAST
 HZ2045'CORNER OF THE SOUTH 1 OF 2 SMALL CABINS, 57 FEET NORTH OF THE
 HZ2045'CENTERLINE OF STATE HIGHWAYS 56 AND 62, 29 FEET EAST OF A
 HZ2045'TELEPHONE POLE AND 27 FEET SOUTH OF THE SOUTH EDGE OF THE GRAVELED
 HZ2045'DRIVEWAY AND PARKING AREA.  THE MONUMENT IS FLUSH AND THE DISK
 HZ2045'STAMPED CLIFTY 1947.
 HZ2045'
 HZ2045'REFERENCE MARK 2 IS 28 FEET SOUTH OF THE HIGHWAY, 11 FEET WEST OF
 HZ2045'A TELEPHONE POLE AND 9 FEET EAST OF AN ALUMINUM LIGHT STANDARD.
 HZ2045'THE MONUMENT PROJECTS 4-INCHES AND THE DISK STAMPED CLIFTY NO 2
 HZ2045'1947.
 HZ2045'
 HZ2045'BENCH MARK C 321 IS 110 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HZ2045'107, 22 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1-FOOT
 HZ2045'SOUTHWEST OF A TELEPHONE POLE AND 0.5 FOOT NORTHEAST OF A METAL
 HZ2045'WITNESS POST.  THE DISK IS A STANDARD C AND GS BENCH MARK DISK
 HZ2045'AND STAMPED C 321 1965.
 HZ2045'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4-INCHES
 HZ2045'AND STAMPED C 321 1965.
 HZ2045'
 HZ2045'THE AZIMUTH MARK IS 75 FEET WEST OF THE CENTERLINE OF STATE
 HZ2045'HIGHWAY 107 AND 2 FEET NORTH OF AN OLD FENCELINE.  THE MONUMENT
 HZ2045'PROJECTS 4 INCHES AND THE DISK STAMPED
 HZ2045'CLIFTY 1947.
 HZ2045'
 HZ2045'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS
 HZ2045'56, 62 AND 107, GO NORTH ON HIGHWAY 107 FOR 0.6 MILE TO THE MARK ON
 HZ2045'THE LEFT, WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 HZ2045'
 HZ2045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 HZ2045'MADISON.
 HZ2045'
 HZ2045'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3373 ***********************************************************************
 JZ3373  DESIGNATION -  CLINTON
 JZ3373  PID         -  JZ3373
 JZ3373  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3373  COUNTRY     -  US
 JZ3373  USGS QUAD   -  EDINBURGH (2019)
 JZ3373
 JZ3373                         *CURRENT SURVEY CONTROL
 JZ3373  ______________________________________________________________________
 JZ3373* NAD 83(1997) POSITION- 39 18 11.47710(N) 085 57 08.20700(W)   ADJUSTED
 JZ3373* NAVD 88 ORTHO HEIGHT -   200.21  (+/-2cm)      656.9   (feet) VERTCON3
 JZ3373  ______________________________________________________________________
 JZ3373  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 JZ3373  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 JZ3373  HORZ ORDER      -  SECOND
 JZ3373  VERT ORDER      -  THIRD ? (See Below)
 JZ3373
 JZ3373.The horizontal coordinates were established by classical geodetic methods
 JZ3373.and adjusted by the National Geodetic Survey in May 1999.
 JZ3373
 JZ3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3373
 JZ3373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3373.GEOID18 height accuracy estimate available here.
 JZ3373
 JZ3373.The vertical order pertains to the NGVD 29 superseded value.
 JZ3373
 JZ3373.Click photographs - Photos may exist for this station.
 JZ3373
 JZ3373.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3373
 JZ3373. The following values were computed from the NAD 83(1997) position.
 JZ3373
 JZ3373;                    North         East     Units Scale Factor Converg.
 JZ3373;SPC IN E     -   450,193.512    75,365.106   MT  0.99997414   -0 10 51.3
 JZ3373;SPC IN E     - 1,477,009.88    247,260.35   sFT  0.99997414   -0 10 51.3
 JZ3373;UTM  16      - 4,350,945.779   590,336.486   MT  0.99970048   +0 39 49.3
 JZ3373
 JZ3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3373!SPC IN E     -   0.99997388  x   0.99997414  =   0.99994802
 JZ3373!UTM  16      -   0.99997388  x   0.99970048  =   0.99967437
 JZ3373
 JZ3373:                Primary Azimuth Mark                     Grid Az
 JZ3373:SPC IN E     -  EDINBURG                                 349 21 16.9
 JZ3373:UTM  16      -  EDINBURG                                 348 30 36.3
 JZ3373
 JZ3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9033650945(NAD 83)
 JZ3373
 JZ3373|---------------------------------------------------------------------|
 JZ3373| PID    Reference Object                     Distance      Geod. Az  |
 JZ3373|                                                           dddmmss.s |
 JZ3373| CC8456 CLINTON RM                            5.473 METERS 13442     |
 JZ3373| JZ3377 EDINBURG CHRISTIAN CH STEEPLE       APPROX. 5.5 KM 3465657.9 |
 JZ3373| JZ3375 EDINBURG CABINET CO WATER TK        APPROX. 5.2 KM 3483208.5 |
 JZ3373| JZ3376 EDINBURG                            APPROX. 5.1 KM 3491025.6 |
 JZ3373|---------------------------------------------------------------------|
 JZ3373
 JZ3373                          SUPERSEDED SURVEY CONTROL
 JZ3373
 JZ3373  NAD 83(1986)-  39 18 11.48727(N)    085 57 08.30486(W) AD(       ) 2
 JZ3373  NAD 27      -  39 18 11.30100(N)    085 57 08.28800(W) AD(       ) 2
 JZ3373  USSD        -  39 18 11.38000(N)    085 57 08.13000(W) AD(       ) 3
 JZ3373  NGVD 29             200.33   (m)          657.2    (f) LEVELING    3  
 JZ3373
 JZ3373.Superseded values are not recommended for survey control.
 JZ3373
 JZ3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3373.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3373
 JZ3373_MARKER: DS = TRIANGULATION STATION DISK
 JZ3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3373_STAMPING: CLINTON 1920
 JZ3373_MARK LOGO: CGS
 JZ3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3373+STABILITY: SURFACE MOTION
 JZ3373
 JZ3373  HISTORY     - Date     Condition        Report By
 JZ3373  HISTORY     - 1920     MONUMENTED       CGS
 JZ3373  HISTORY     - 1967     GOOD             LOCSUR
 JZ3373
 JZ3373                          STATION DESCRIPTION
 JZ3373
 JZ3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3373'SEVEN MILES N OF COLUMBUS, AT MCSWEENYS CROSSING, STOP 46 OF THE
 JZ3373'ELECTRIC RAILWAY, ABOUT 9 YARDS S OF THE ROAD CROSSING, ON
 JZ3373'THE E SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 4.58
 JZ3373'METERS-15.03 FEET-FROM THE E AND NEAREST RAIL, AND BETWEEN
 JZ3373'THE RAILROAD AND THE ELECTRIC LINE, 8.015 METERS-26.28 FEET-W OF THE
 JZ3373'W AND NEAREST RAIL OF THE ELECTRIC LINE, AND 80 YARDS S OF
 JZ3373'MILEPOST I 34.  THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE
 JZ3373'BRONZE TABLETS SET IN CONCRETE.
 JZ3373'THE REFERENCE MARK IS IN THE E RIGHT-OF-WAY FENCE LINE, 5.473
 JZ3373'METERS-17.95 FEET-FROM THE STATION S 45 DEG 19 MIN E
 JZ3373
 JZ3373                          STATION RECOVERY (1967)
 JZ3373
 JZ3373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (EF)
 JZ3373'BOTH MARKS IN GOOD CONDITION AS OF THIS DATE.
 JZ3373'
 JZ3373'THESE MARKS ARE FLUSH WITH THE GROUND, ARE UNGUARDED, ARE IN AN OLD
 JZ3373'INTERURBAN RIGHT OF WAY AND IMMEDIATELY ALONG SIDE THE PENNSYLVANIA
 JZ3373'RAILROAD TRACKS.  THEY ARE BEING CONTINUALLY RUN OVER BY HEAVY
 JZ3373'EQUIPMENT AND IT IS SUGGESTED THAT THEY BE GUARDED WITH CONCRETE
 JZ3373'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4642 ***********************************************************************
 DM4642  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4642  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4642  DESIGNATION -  CLOVERDALE CORS ARP
 DM4642  CORS_ID     -  INCL
 DM4642  PID         -  DM4642
 DM4642  STATE/COUNTY-  IN/PUTNAM
 DM4642  COUNTRY     -  US
 DM4642  USGS QUAD   -  CLOVERDALE (2019)
 DM4642
 DM4642                         *CURRENT SURVEY CONTROL
 DM4642  ______________________________________________________________________
 DM4642* NAD 83(2011) POSITION- 39 32 11.11613(N) 086 48 05.53003(W)   ADJUSTED
 DM4642* NAD 83(2011) ELLIP HT-   249.870 (meters)        (04/??/25)   ADJUSTED
 DM4642* NAD 83(2011) EPOCH   -  2010.00
 DM4642* NAVD 88 ORTHO HEIGHT -   282.83  (meters)      927.9   (feet) GPS OBS
 DM4642  ______________________________________________________________________
 DM4642  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 DM4642  NAD 83(2011) X  -    274,835.136 (meters)                     COMP
 DM4642  NAD 83(2011) Y  - -4,918,152.361 (meters)                     COMP
 DM4642  NAD 83(2011) Z  -  4,038,581.958 (meters)                     COMP
 DM4642
 DM4642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4642  Standards:
 DM4642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4642  -------------------------------------------------------------------
 DM4642  NETWORK    0.06   0.08           0.03   0.02   0.04     -0.28305900
 DM4642  -------------------------------------------------------------------
 DM4642
 DM4642.The coordinates were established by GPS observations
 DM4642.and adjusted by the National Geodetic Survey in April 2025.
 DM4642
 DM4642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4642.been affixed to the stable North American Tectonic Plate. 
 DM4642
 DM4642.The coordinates are valid at the epoch date displayed above
 DM4642.which is a decimal equivalence of Year/Month/Day.
 DM4642
 DM4642.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4642.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4642.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4642.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4642.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4642.published epoch of 2010.00.
 DM4642
 DM4642.Additional information on MYCS is available at:
 DM4642.https://geodesy.noaa.gov/CORS/index.shtml
 DM4642
 DM4642.The orthometric height was determined by GPS observations and a
 DM4642.high-resolution geoid model using precise GPS observation and
 DM4642.processing techniques.
 DM4642
 DM4642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4642.GEOID18 height accuracy estimate available here.
 DM4642
 DM4642.The PID for the CORS L1 Phase Center is DS2874.
 DM4642
 DM4642.Click photographs - Photos may exist for this station.
 DM4642
 DM4642.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4642
 DM4642.The ellipsoidal height was determined by GPS observations
 DM4642.and is referenced to NAD 83.
 DM4642
 DM4642. The following values were computed from the NAD 83(2011) position.
 DM4642
 DM4642;                    North         East     Units Scale Factor Converg.
 DM4642;SPC IN W     -   476,086.030   924,224.898   MT  0.99997389   +0 10 45.8
 DM4642;SPC IN W     - 1,561,958.92  3,032,227.85   sFT  0.99997389   +0 10 45.8
 DM4642;UTM  16      - 4,376,325.365   517,054.826   MT  0.99960358   +0 07 34.8
 DM4642
 DM4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4642!SPC IN W     -   0.99996080  x   0.99997389  =   0.99993469
 DM4642!UTM  16      -   0.99996080  x   0.99960358  =   0.99956440
 DM4642
 DM4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1705476325(NAD 83)
 DM4642
 DM4642                          SUPERSEDED SURVEY CONTROL
 DM4642
 DM4642  NAD 83(2011)-  39 32 11.11616(N)    086 48 05.53000(W) AD(2010.00) c
 DM4642  ELLIP H (06/??/19)  249.873  (m)                       GP(2010.00) c c
 DM4642  NAD 83(2011)-  39 32 11.11626(N)    086 48 05.53001(W) AD(2010.00) c
 DM4642  ELLIP H (08/??/11)  249.866  (m)                       GP(2010.00) c c
 DM4642  NAD 83(CORS)-  39 32 11.11670(N)    086 48 05.53091(W) AD(2002.00) c
 DM4642  ELLIP H (12/??/10)  249.848  (m)                       GP(2002.00) c c
 DM4642
 DM4642.Superseded values are not recommended for survey control.
 DM4642
 DM4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4642.See file dsdata.pdf to determine how the superseded data were derived.
 DM4642
 DM4642_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4642
 DM4642                          STATION DESCRIPTION
 DM4642
 DM4642'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4642'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4642'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4642'AND LOG FILES ACCESSIBLE AT:
 DM4642'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1769 ***********************************************************************
 KA1769  DESIGNATION -  CLOVERLAND
 KA1769  PID         -  KA1769
 KA1769  STATE/COUNTY-  IN/CLAY
 KA1769  COUNTRY     -  US
 KA1769  USGS QUAD   -  BRAZIL WEST (2019)
 KA1769
 KA1769                         *CURRENT SURVEY CONTROL
 KA1769  ______________________________________________________________________
 KA1769* NAD 83(1997) POSITION- 39 30 06.05201(N) 087 12 51.20364(W)   ADJUSTED
 KA1769* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 KA1769  ______________________________________________________________________
 KA1769  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 KA1769  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 KA1769  HORZ ORDER      -  SECOND
 KA1769
 KA1769.The horizontal coordinates were established by classical geodetic methods
 KA1769.and adjusted by the National Geodetic Survey in May 1999.
 KA1769
 KA1769.The orthometric height was scaled from a topographic map.
 KA1769
 KA1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1769.GEOID18 height accuracy estimate available here.
 KA1769
 KA1769.Click photographs - Photos may exist for this station.
 KA1769
 KA1769.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1769
 KA1769. The following values were computed from the NAD 83(1997) position.
 KA1769
 KA1769;                    North         East     Units Scale Factor Converg.
 KA1769;SPC IN W     -   472,199.390   888,742.357   MT  0.99996823   -0 04 59.7
 KA1769;SPC IN W     - 1,549,207.50  2,915,815.55   sFT  0.99996823   -0 04 59.7
 KA1769;UTM  16      - 4,372,472.981   481,581.733   MT  0.99960418   -0 08 10.6
 KA1769
 KA1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1769!SPC IN W     -   0.99997585  x   0.99996823  =   0.99994408
 KA1769!UTM  16      -   0.99997585  x   0.99960418  =   0.99958004
 KA1769
 KA1769:                Primary Azimuth Mark                     Grid Az
 KA1769:SPC IN W     -  CLOVERLAND AZ MK                         067 45 23.7
 KA1769:UTM  16      -  CLOVERLAND AZ MK                         067 48 34.6
 KA1769
 KA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8158172472(NAD 83)
 KA1769
 KA1769|---------------------------------------------------------------------|
 KA1769| PID    Reference Object                     Distance      Geod. Az  |
 KA1769|                                                           dddmmss.s |
 KA1769| CM3325 CLOVERLAND RM 1                      26.875 METERS 02738     |
 KA1769| CM3324 CLOVERLAND AZ MK                                   0674024.0 |
 KA1769| CM3326 CLOVERLAND RM 2                      29.745 METERS 26533     |
 KA1769|---------------------------------------------------------------------|
 KA1769
 KA1769                          SUPERSEDED SURVEY CONTROL
 KA1769
 KA1769  NAD 83(1986)-  39 30 06.05724(N)    087 12 51.19581(W) AD(       ) 2
 KA1769  NAD 27      -  39 30 05.91860(N)    087 12 51.13520(W) AD(       ) 2
 KA1769
 KA1769.Superseded values are not recommended for survey control.
 KA1769
 KA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1769.See file dsdata.pdf to determine how the superseded data were derived.
 KA1769
 KA1769_MARKER: DS = TRIANGULATION STATION DISK
 KA1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1769_STAMPING: CLOVERLAND 1947
 KA1769_MARK LOGO: CGS
 KA1769_PROJECTION: FLUSH
 KA1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1769+STABILITY: SURFACE MOTION
 KA1769
 KA1769  HISTORY     - Date     Condition        Report By
 KA1769  HISTORY     - 1947     MONUMENTED       CGS
 KA1769  HISTORY     - 1964     GOOD             CGS
 KA1769
 KA1769                          STATION DESCRIPTION
 KA1769
 KA1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1769'STATION IS 5 MILES WEST-SOUTHWEST OF BRAZIL VIA U.S. HIGHWAY 40, 10.5
 KA1769'MILES EAST-NORTHEAST OF TERRE HAUTE, 246 FEET SOUTHWEST OF A
 KA1769'36-INCH, WILD, CHERRY TREE, 138 FEET SOUTH OF THE CENTERLINE OF THE
 KA1769'EAST-BOUND TRAFFIC LANE OF HIGHWAY 40. THE MARK IS FLUSH
 KA1769'WITH THE GROUND, AND THE DISK IS STAMPED CLOVERLAND 1947.
 KA1769'
 KA1769'REFERENCE MARK NO. 1 IS 88.17 FEET NORTH-NORTHEAST OF STATION AND 78
 KA1769'FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 KA1769'TRAFFIC LANE OF HIGHWAY 40. THE MARK PROJECTS 1 IN., AND THE DISK IS
 KA1769'STAMPED CLOVERLAND NO 1 1947.
 KA1769'
 KA1769'REFERENCE MARK NO. 2 IS 97.59 FEET WEST OF STATION AND 112 FEET SOUTH
 KA1769'OF CENTERLINE OF THE EAST-BOUND TRAFFIC LANE OF HIGHWAY 40. THE
 KA1769'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CLOVERLAND NO
 KA1769'2 1947.
 KA1769'
 KA1769'AZIMUTH MARK IS 0.4 MI. EAST-NORTHEAST OF STATION VIA U.S. HIGHWAY
 KA1769'40, 41 FEET NORTH OF CENTERLINE OF THE WEST-BOUND TRAFFIC LANE OF
 KA1769'HIGHWAY 40, 2 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 KA1769'FENCE. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 KA1769'CLOVERLAND 1947.
 KA1769'
 KA1769'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1769
 KA1769                          STATION RECOVERY (1964)
 KA1769
 KA1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1769'THE STATION AND REFERENCE MARK NUMBER ONE WAS RECOVERED IN GOOD
 KA1769'CONDITION.  A BRIEF SEARCH FOR REFERENCE MARK NUMBER TWO FAILED TO
 KA1769'REVEAL ANY TRACE OF THAT MARK.  NO SEARCH WAS MADE FOR THE AZIMUTH
 KA1769'MARK.  THE STATION IS STAMPED, CLOUERLAND 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1678 ***********************************************************************
 MD1678  DESIGNATION -  CLUNETTE
 MD1678  PID         -  MD1678
 MD1678  STATE/COUNTY-  IN/KOSCIUSKO
 MD1678  COUNTRY     -  US
 MD1678  USGS QUAD   -  ATWOOD (2019)
 MD1678
 MD1678                         *CURRENT SURVEY CONTROL
 MD1678  ______________________________________________________________________
 MD1678* NAD 83(1997) POSITION- 41 19 11.84782(N) 085 55 17.04926(W)   ADJUSTED
 MD1678* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 MD1678  ______________________________________________________________________
 MD1678  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 MD1678  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 MD1678  HORZ ORDER      -  SECOND
 MD1678
 MD1678.The horizontal coordinates were established by classical geodetic methods
 MD1678.and adjusted by the National Geodetic Survey in May 1999.
 MD1678
 MD1678.The orthometric height was scaled from a topographic map.
 MD1678
 MD1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1678.GEOID18 height accuracy estimate available here.
 MD1678
 MD1678.Click photographs - Photos may exist for this station.
 MD1678
 MD1678.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1678
 MD1678. The following values were computed from the NAD 83(1997) position.
 MD1678
 MD1678;                    North         East     Units Scale Factor Converg.
 MD1678;SPC IN E     -   674,121.862    78,672.427   MT  0.99997226   -0 10 05.5
 MD1678;SPC IN E     - 2,211,681.48    258,111.12   sFT  0.99997226   -0 10 05.5
 MD1678;UTM  16      - 4,574,837.450   590,272.306   MT  0.99970029   +0 42 43.9
 MD1678
 MD1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1678!SPC IN E     -   0.99996419  x   0.99997226  =   0.99993645
 MD1678!UTM  16      -   0.99996419  x   0.99970029  =   0.99966449
 MD1678
 MD1678:                Primary Azimuth Mark                     Grid Az
 MD1678:SPC IN E     -  CLUNETTE AZ MK                           209 31 20.6
 MD1678:UTM  16      -  CLUNETTE AZ MK                           208 38 31.2
 MD1678
 MD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9027274837(NAD 83)
 MD1678
 MD1678|---------------------------------------------------------------------|
 MD1678| PID    Reference Object                     Distance      Geod. Az  |
 MD1678|                                                           dddmmss.s |
 MD1678| CC8457 CLUNETTE AZ MK                                     2092115.1 |
 MD1678| CC8459 CLUNETTE RM 2                        27.398 METERS 28335     |
 MD1678| CC8458 CLUNETTE RM 1                        27.097 METERS 34844     |
 MD1678|---------------------------------------------------------------------|
 MD1678
 MD1678                          SUPERSEDED SURVEY CONTROL
 MD1678
 MD1678  NAD 83(1986)-  41 19 11.85155(N)    085 55 17.05841(W) AD(       ) 2
 MD1678  NAD 27      -  41 19 11.68580(N)    085 55 17.07140(W) AD(       ) 2
 MD1678
 MD1678.Superseded values are not recommended for survey control.
 MD1678
 MD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1678.See file dsdata.pdf to determine how the superseded data were derived.
 MD1678
 MD1678_MARKER: DS = TRIANGULATION STATION DISK
 MD1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1678_STAMPING: CLUNETTE 1947
 MD1678_MARK LOGO: CGS
 MD1678_PROJECTION: FLUSH
 MD1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1678+STABILITY: SURFACE MOTION
 MD1678
 MD1678  HISTORY     - Date     Condition        Report By
 MD1678  HISTORY     - 1947     MONUMENTED       CGS
 MD1678  HISTORY     - 1952     GOOD             CGS
 MD1678  HISTORY     - 1989     GOOD             USPSQD
 MD1678  HISTORY     - 19960729 GOOD             USPSQD
 MD1678  HISTORY     - 19970612 GOOD             USPSQD
 MD1678
 MD1678                          STATION DESCRIPTION
 MD1678
 MD1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1678'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST OF WARSAW AND
 MD1678'ABOUT 3-1/2 MILES WEST OF LEESBURG, ON PROPERTY OWNED BY W.R. HALL.
 MD1678'IT IS IN THE SOUTHWEST CORNER OF A BARNYARD, 12 FEET NORTH OF AN
 MD1678'EAST-WEST FENCELINE, 11 FEET WEST OF A NORTH-SOUTH FENCELINE AND 30
 MD1678'FEET NORTH OF THE CENTER OF AN EAST-WEST PAVED ROAD.  THE MARK IS
 MD1678'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CLUNETTE 1947.
 MD1678'
 MD1678'REFERENCE MARK NO. 1 IS 88.90 FEET NORTH OF THE STATION.  IT IS 15
 MD1678'FEET SOUTH OF A SMALL BUILDING AND 1 FOOT SOUTH OF THE SOUTHEAST LEG
 MD1678'OF A WINDMILL.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MD1678'CLUNETTE NO 1 1947.
 MD1678'
 MD1678'REFERENCE MARK NO. 2 IS 89.89 FEET WEST OF THE STATION.  IT IS 6 FEET
 MD1678'NORTH OF A 14 INCH TREE AND 8 FEET EAST OF THE CENTER OF A LANE.  THE
 MD1678'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CLUNETTE NO 2 1947.
 MD1678'
 MD1678'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHWEST OF THE STATION.  IT
 MD1678'IS 21 FEET NORTH OF A 4 FOOT CHESTNUT TREE AND 8 FEET EAST OF THE
 MD1678'CENTER OF A PAVED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MD1678'STAMPED CLUNETTE 1947.
 MD1678'
 MD1678'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW, GO EAST ON U.S.
 MD1678'HIGHWAY 30 FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 15, TURN
 MD1678'LEFT AND GO NORTH ON HIGHWAY 15 FOR 5.8 MILES TO A CROSSROAD, TURN
 MD1678'LEFT AND GO WEST FOR 3.6 MILES TO THE STATION ON THE RIGHT AS
 MD1678'DESCRIBED.
 MD1678'
 MD1678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD FOR
 MD1678'0.05 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE
 MD1678'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1678'
 MD1678'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1678
 MD1678                          STATION RECOVERY (1952)
 MD1678
 MD1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1678'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 MD1678'GOOD CONDITION.  THE DIRECTION AND DISTANCE TO ALL MARKS CHECKED.  A
 MD1678'COMPLETE NEW DESCRIPTION FOLLOWS.
 MD1678'
 MD1678'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF WARSAW, 3-1/2 MILES
 MD1678'WEST OF LEESBURG IN THE EAST EDGE OF THE VILLAGE OF CLUNETTE ON
 MD1678'PROPERTY OWNED BY W.R. HALL.  IT IS 96 FEET EAST OF THE CENTER OF A
 MD1678'DRIVEWAY, 44 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 13 FEET WEST
 MD1678'OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLUNETTE
 MD1678'1947.  (1A 7A)
 MD1678'
 MD1678'REFERENCE MARK NO. 1 IS 88.90 FEET NORTH OF THE STATION, 25 FEET SOUTH
 MD1678'OF THE SOUTHWEST CORNER OF A FRAME BARN AND 1 FOOT SOUTH OF THE
 MD1678'SOUTHEAST LEG OF A WIND MILL.  THE MARK IS FLUSH AND THE DISK IS
 MD1678'STAMPED CLUNETTE NO 1 1947.  (11A)
 MD1678'
 MD1678'REFERENCE MARK NO. 2 IS 89.89 FEET WEST OF THE STATION, 69 FEET NORTH
 MD1678'OF THE CENTER OF THE PAVED ROAD, 68 FEET SOUTH OF THE SOUTHWEST CORNER
 MD1678'OF A LARGE FRAME BUILDING AND 8 FEET EAST OF THE CENTER OF THE
 MD1678'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLUNETTE NO 2
 MD1678'1947.  (11A)
 MD1678'
 MD1678'AZIMUTH MARK IS APPROX. 0.15 MILE SOUTHWEST OF THE STATION, 23 FEET
 MD1678'EAST OF THE CENTER OF A PAVED ROAD, 21 FEET NORTH OF A 4 FOOT CHESTNUT
 MD1678'TREE, 3 FEET NORTH OF A POWERLINE POLE AND 2 FEET NORTH OF A WHITE
 MD1678'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1678'CLUNETTE 1947. (16A)
 MD1678'
 MD1678'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW, GO EAST ON U.S.
 MD1678'HIGHWAY 30 FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 15, TURN LEFT
 MD1678'AND GO NORTH ON STATE HIGHWAY 15 FOR 5.8 MILES TO A CROSSROAD, TURN
 MD1678'LEFT AND GO WEST ON PAVED ROAD FOR 3.45 MILES TO THE EAST EDGE OF THE
 MD1678'VILLAGE OF CLUNETTE AND W.R. HALL HOUSE ON THE RIGHT AND THE STATION
 MD1678'ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON PAVED ROAD FOR 0.05 MILE
 MD1678'TO A CROSSROAD IN THE CENTER OF CLUNETTE, TURN LEFT AND GO SOUTH FOR
 MD1678'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1678'
 MD1678'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND AZIMUTH MARK.
 MD1678'
 MD1678'HEIGHT OF LIGHT ABOVE THE STATION MARK 34 METERS.
 MD1678
 MD1678                          STATION RECOVERY (1989)
 MD1678
 MD1678'RECOVERY NOTE BY US POWER SQUADRON 1989 (JNC)
 MD1678'RECOVERED IN GOOD CONDITION.
 MD1678
 MD1678                          STATION RECOVERY (1996)
 MD1678
 MD1678'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1678'RECOVERED IN GOOD CONDITION.
 MD1678
 MD1678                          STATION RECOVERY (1997)
 MD1678
 MD1678'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2411 ***********************************************************************
 LB2411  DESIGNATION -  CLYMERS
 LB2411  PID         -  LB2411
 LB2411  STATE/COUNTY-  IN/CASS
 LB2411  COUNTRY     -  US
 LB2411  USGS QUAD   -  CLYMERS (2019)
 LB2411
 LB2411                         *CURRENT SURVEY CONTROL
 LB2411  ______________________________________________________________________
 LB2411* NAD 83(1997) POSITION- 40 42 37.26084(N) 086 26 54.88594(W)   ADJUSTED
 LB2411* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2411  ______________________________________________________________________
 LB2411  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 LB2411  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LB2411  HORZ ORDER      -  THIRD
 LB2411
 LB2411.The horizontal coordinates were established by classical geodetic methods
 LB2411.and adjusted by the National Geodetic Survey in May 1999.
 LB2411
 LB2411.The orthometric height was scaled from a topographic map.
 LB2411
 LB2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2411.GEOID18 height accuracy estimate available here.
 LB2411
 LB2411.Click photographs - Photos may exist for this station.
 LB2411
 LB2411.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2411
 LB2411. The following values were computed from the NAD 83(1997) position.
 LB2411
 LB2411;                    North         East     Units Scale Factor Converg.
 LB2411;SPC IN E     -   606,687.403    33,928.368   MT  1.00002038   -0 30 36.0
 LB2411;SPC IN E     - 1,990,440.25    111,313.32   sFT  1.00002038   -0 30 36.0
 LB2411;SPC IN W     -   606,587.129   953,636.622   MT  1.00000206   +0 24 50.5
 LB2411;SPC IN W     - 1,990,111.27  3,128,722.82   sFT  1.00000206   +0 24 50.5
 LB2411;UTM  16      - 4,506,750.191   546,577.846   MT  0.99962670   +0 21 34.8
 LB2411
 LB2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2411!SPC IN E     -   0.99997071  x   1.00002038  =   0.99999109
 LB2411!SPC IN W     -   0.99997071  x   1.00000206  =   0.99997277
 LB2411!UTM  16      -   0.99997071  x   0.99962670  =   0.99959742
 LB2411
 LB2411:                Primary Azimuth Mark                     Grid Az
 LB2411:SPC IN E     -  CLYMERS AZ MK                            246 58 17.2
 LB2411:SPC IN W     -  CLYMERS AZ MK                            246 02 50.7
 LB2411:UTM  16      -  CLYMERS AZ MK                            246 06 06.4
 LB2411
 LB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4657706750(NAD 83)
 LB2411
 LB2411|---------------------------------------------------------------------|
 LB2411| PID    Reference Object                     Distance      Geod. Az  |
 LB2411|                                                           dddmmss.s |
 LB2411| CC8462 CLYMERS RM 1                         23.123 METERS 04533     |
 LB2411| CC8461 CLYMERS AZ MK                                      2462741.2 |
 LB2411| CC8463 CLYMERS RM 2                         26.527 METERS 31324     |
 LB2411|---------------------------------------------------------------------|
 LB2411
 LB2411                          SUPERSEDED SURVEY CONTROL
 LB2411
 LB2411  NAD 83(1986)-  40 42 37.26564(N)    086 26 54.89713(W) AD(       ) 3
 LB2411  NAD 27      -  40 42 37.12170(N)    086 26 54.87830(W) AD(       ) 3
 LB2411
 LB2411.Superseded values are not recommended for survey control.
 LB2411
 LB2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2411.See file dsdata.pdf to determine how the superseded data were derived.
 LB2411
 LB2411_MARKER: DS = TRIANGULATION STATION DISK
 LB2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2411_STAMPING: CLYMERS 1948
 LB2411_MARK LOGO: CGS
 LB2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2411+STABILITY: SURFACE MOTION
 LB2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2411+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 LB2411
 LB2411  HISTORY     - Date     Condition        Report By
 LB2411  HISTORY     - 1948     MONUMENTED       CGS
 LB2411  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 LB2411  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LB2411  HISTORY     - 1978     GOOD             BRADY
 LB2411  HISTORY     - 20060110 GOOD             BFSINC
 LB2411
 LB2411                          STATION DESCRIPTION
 LB2411
 LB2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2411'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LOGANSPORT AND 5 MILES
 LB2411'SOUTHEAST OF LAKE CICOTT.  IT IS 154 FEET NORTH OF CROSSING OF STATE
 LB2411'HIGHWAY 25, NORTH-SOUTH ROAD AND PENNSYLVANIA RAILROAD, 50 FEET
 LB2411'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 46 FEET EAST OF A
 LB2411'GRAVEL ROAD AND 29 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LB2411'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CLYMERS 1948.
 LB2411'
 LB2411'REFERENCE MARK NO. 1 IS 75.83 FEET NORTHEAST OF STATION.  IT IS 36
 LB2411'FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD AND 1 FOOT
 LB2411'SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 LB2411'THE DISK IS STAMPED CLYMERS NO 1 1948.
 LB2411'
 LB2411'REFERENCE MARK NO. 2 IS 87.01 FEET NORTHWEST OF STATION.  IT IS 15
 LB2411'FEET WEST OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK
 LB2411'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLYMERS NO 2 1948.
 LB2411'
 LB2411'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF STATION.  IT IS 34 FEET
 LB2411'NORTHWEST OF CENTER OF HIGHWAY 25, 4 FEET EAST OF A WHITE WITNESS
 LB2411'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES
 LB2411'AND THE DISK IS STAMPED CLYMERS 1948.
 LB2411'
 LB2411'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 35 AND 24, AND
 LB2411'STATE HIGHWAYS 29 AND 25 IN LOGANSPORT, GO WEST ON HIGHWAYS FOR 0.5
 LB2411'MILE TO WHERE HIGHWAY 25 TURNS SOUTH, TURN LEFT AND GO SOUTH ON
 LB2411'HIGHWAY 25 FOR 4.9 MILES TO A RAILROAD CROSSING AND STATION ON
 LB2411'RIGHT OR NORTH OF CROSSING AS DESCRIBED.
 LB2411'
 LB2411'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ON HIGHWAY FOR 0.3
 LB2411'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LB2411'
 LB2411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2411
 LB2411                          STATION RECOVERY (1969)
 LB2411
 LB2411'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JJ)
 LB2411'CLYMERS 1948 TABLET MISSING FROM SURFACE MONUMENT, SO MOVED IT TO THE
 LB2411'SIDE AND RECOVERED AND USED SUB MONUMENT (SET FIELD TILE WITH COOKIE
 LB2411'ON TOP OF SUB MONUMENT).  RM NO. 1, RM NO. 2, AND AZIMUTH MARK
 LB2411'FOUND IN GOOD CONDITION.
 LB2411
 LB2411                          STATION RECOVERY (1969)
 LB2411
 LB2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2411'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LB2411'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS NOT
 LB2411'FOUND AND IS ASSUMED DESTROYED BY GRADING.  A NEW SURFACE STATION
 LB2411'MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND
 LB2411'DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 LB2411'FOLLOWS.
 LB2411'
 LB2411'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LOGANSPORT, AT THE
 LB2411'INTERSECTION OF STATE HIGHWAY 25 AND COUNTY ROAD 400 W AT THE NORTH
 LB2411'EDGE OF THE SMALL SETTLEMENT OF CLYMERS, 1 FOOT WEST OF A METAL
 LB2411'WITNESS POST, 29 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 32
 LB2411'FEET EAST OF A POWER POLE, 47 FEET EAST OF THE CENTERLINE OF RD.
 LB2411'400 W, 48 FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD TRACKS
 LB2411'AND 173 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 25 AND CO.
 LB2411'RD. 400 W.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLYMERS
 LB2411'1948 1969.
 LB2411'
 LB2411'REFERENCE MARK 1 IS 101 FEET EAST OF THE CENTERLINE OF RD. 400 W, 35
 LB2411'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD AND 4 FEET
 LB2411'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND A FENCE CORNER.  THE
 LB2411'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLYMERS NO 1
 LB2411'1948.
 LB2411'
 LB2411'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 17 FEET WEST OF THE
 LB2411'CENTERLINE OF THE CO. RD. AND 62 FEET NORTHWEST OF THE POWER POLE.
 LB2411'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLYMERS NO 2
 LB2411'1948.
 LB2411'
 LB2411'THE AZIMUTH MARK IS 0.3 MILE WEST ALONG STATE HIGHWAY 25 FROM THE
 LB2411'STATION, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS
 LB2411'POST AND 34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 LB2411'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLYMERS 1948.
 LB2411'
 LB2411'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2411'
 LB2411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 LB2411'OF LAKE CICOTT.
 LB2411
 LB2411                          STATION RECOVERY (1978)
 LB2411
 LB2411'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1978
 LB2411'STATION AND ALL REFERENCE MARKS FOUND IN EXCELLENT CONDITION.
 LB2411
 LB2411                          STATION RECOVERY (2006)
 LB2411
 LB2411'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB2411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2499 ***********************************************************************
 ME2499  DESIGNATION -  CO OP
 ME2499  PID         -  ME2499
 ME2499  STATE/COUNTY-  IN/LAKE
 ME2499  COUNTRY     -  US
 ME2499  USGS QUAD   -  HIGHLAND (2019)
 ME2499
 ME2499                         *CURRENT SURVEY CONTROL
 ME2499  ______________________________________________________________________
 ME2499* NAD 83(1997) POSITION- 41 30 21.69557(N) 087 28 14.86928(W)   ADJUSTED
 ME2499* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 ME2499  ______________________________________________________________________
 ME2499  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 ME2499  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 ME2499  HORZ ORDER      -  SECOND
 ME2499
 ME2499.The horizontal coordinates were established by classical geodetic methods
 ME2499.and adjusted by the National Geodetic Survey in May 1999.
 ME2499
 ME2499.The orthometric height was scaled from a topographic map.
 ME2499
 ME2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2499.GEOID18 height accuracy estimate available here.
 ME2499
 ME2499.Click photographs - Photos may exist for this station.
 ME2499
 ME2499.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2499
 ME2499. The following values were computed from the NAD 83(1997) position.
 ME2499
 ME2499;                    North         East     Units Scale Factor Converg.
 ME2499;SPC IN W     -   694,827.509   867,652.314   MT  0.99997954   -0 15 24.4
 ME2499;SPC IN W     - 2,279,613.25  2,846,622.63   sFT  0.99997954   -0 15 24.4
 ME2499;UTM  16      - 4,595,040.262   460,709.565   MT  0.99961900   -0 18 43.2
 ME2499
 ME2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2499!SPC IN W     -   0.99997532  x   0.99997954  =   0.99995486
 ME2499!UTM  16      -   0.99997532  x   0.99961900  =   0.99959433
 ME2499
 ME2499:                Primary Azimuth Mark                     Grid Az
 ME2499:SPC IN W     -  ST JOHN                                  178 13 57.3
 ME2499:UTM  16      -  ST JOHN                                  178 17 16.1
 ME2499
 ME2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6070995040(NAD 83)
 ME2499
 ME2499|---------------------------------------------------------------------|
 ME2499| PID    Reference Object                     Distance      Geod. Az  |
 ME2499|                                                           dddmmss.s |
 ME2499| CM3328 CO OP RM 1                           25.161 METERS 07622     |
 ME2499| ME2579 SCHEREVILLE ST MICHAEL CATH CH      APPROX. 2.3 KM 1361818.6 |
 ME2499| ME2576 ST JOHN                             APPROX. 6.3 KM 1775832.9 |
 ME2499| CM3327 CO OP AZ MK                                        1781735.2 |
 ME2499| CM3329 CO OP RM 2                           28.677 METERS 20028     |
 ME2499| ME2922 CHICAGO HAMMOND AIRPORT BEACON      APPROX. 6.9 KM 3052725.7 |
 ME2499|---------------------------------------------------------------------|
 ME2499
 ME2499                          SUPERSEDED SURVEY CONTROL
 ME2499
 ME2499  NAD 83(1994)-  41 30 21.70102(N)    087 28 14.87618(W) AD(       ) 2
 ME2499  NAD 83(1986)-  41 30 21.70102(N)    087 28 14.87617(W) AD(       ) 2
 ME2499  NAD 27      -  41 30 21.57380(N)    087 28 14.73660(W) AD(       ) 2
 ME2499
 ME2499.Superseded values are not recommended for survey control.
 ME2499
 ME2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2499.See file dsdata.pdf to determine how the superseded data were derived.
 ME2499
 ME2499_MARKER: DS = TRIANGULATION STATION DISK
 ME2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2499_STAMPING: CO-OP 1952
 ME2499_MARK LOGO: CGS
 ME2499_PROJECTION: FLUSH
 ME2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2499+STABILITY: SURFACE MOTION
 ME2499
 ME2499  HISTORY     - Date     Condition        Report By
 ME2499  HISTORY     - 1952     MONUMENTED       CGS
 ME2499
 ME2499                          STATION DESCRIPTION
 ME2499
 ME2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2499'STATION IS LOCATED 4 MILES SOUTH OF HIGHLAND, 1.0 MILE NORTH OF THE
 ME2499'INTERSECTION OF U.S. HIGHWAYS 30 AND 41 ON PROPERTY OWNED BY THE CO-OP
 ME2499'PLANT FOOD INC.  IT IS 200 FEET NORTHWEST OF OFFICE BUILDING, 175 FEET
 ME2499'NORTH OF THE CENTER OF AN ENTRANCE DRIVE, 95 FEET EAST OF THE CENTER
 ME2499'OF U.S. HIGHWAY 41, 48 FEET EAST OF THE CENTER OF A DRAINAGE DITCH AND
 ME2499'43 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK
 ME2499'IS STAMPED CO-OP 1952.
 ME2499'
 ME2499'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 ME2499'PROJECTS 3 INCHES AND THE DISK IS STAMPED CO-OP NO 1 1952.
 ME2499'
 ME2499'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE CENTER OF THE DRAINAGE
 ME2499'DITCH AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 3
 ME2499'INCHES AND THE DISK IS STAMPED CO-OP NO 2 1952.
 ME2499'
 ME2499'AZIMUTH MARK IS 125 FEET EAST OF THE CENTER OF THE HIGHWAY, 30 FEET
 ME2499'EAST OF THE CENTER OF AN ENTRANCE DRIVE AND 6 FEET NORTH OF THE
 ME2499'NORTHWEST CORNER OF A FRAME BUILDING.  THE MARK IS FLUSH AND THE DISK
 ME2499'IS STAMPED CO-OP 1952.
 ME2499'
 ME2499'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY 41
 ME2499'FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2499'
 ME2499'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1510 ***********************************************************************
 HA1510  DESIGNATION -  COAL
 HA1510  PID         -  HA1510
 HA1510  STATE/COUNTY-  IN/SPENCER
 HA1510  COUNTRY     -  US
 HA1510  USGS QUAD   -  ROCKPORT (2019)
 HA1510
 HA1510                         *CURRENT SURVEY CONTROL
 HA1510  ______________________________________________________________________
 HA1510* NAD 83(1997) POSITION- 37 56 36.98491(N) 087 04 18.31133(W)   ADJUSTED
 HA1510* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 HA1510  ______________________________________________________________________
 HA1510  GEOID HEIGHT    -        -31.231 (meters)                     GEOID18
 HA1510  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 HA1510  HORZ ORDER      -  SECOND
 HA1510
 HA1510.The horizontal coordinates were established by classical geodetic methods
 HA1510.and adjusted by the National Geodetic Survey in May 1999.
 HA1510
 HA1510.The orthometric height was scaled from a topographic map.
 HA1510
 HA1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1510.GEOID18 height accuracy estimate available here.
 HA1510
 HA1510.Click photographs - Photos may exist for this station.
 HA1510
 HA1510.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1510
 HA1510. The following values were computed from the NAD 83(1997) position.
 HA1510
 HA1510;                    North         East     Units Scale Factor Converg.
 HA1510;SPC IN W     -   299,234.895   901,017.861   MT  0.99996668   +0 00 25.6
 HA1510;SPC IN W     -   981,739.82  2,956,089.43   sFT  0.99996668   +0 00 25.6
 HA1510;UTM  16      - 4,199,560.548   493,695.444   MT  0.99960049   -0 02 38.8
 HA1510
 HA1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1510!SPC IN W     -   0.99997448  x   0.99996668  =   0.99994116
 HA1510!UTM  16      -   0.99997448  x   0.99960049  =   0.99957498
 HA1510
 HA1510:                Primary Azimuth Mark                     Grid Az
 HA1510:SPC IN W     -  COAL AZ MK                               344 17 36.0
 HA1510:UTM  16      -  COAL AZ MK                               344 20 40.4
 HA1510
 HA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9369599560(NAD 83)
 HA1510
 HA1510|---------------------------------------------------------------------|
 HA1510| PID    Reference Object                     Distance      Geod. Az  |
 HA1510|                                                           dddmmss.s |
 HA1510| CG8341 COAL RM 1                            24.987 METERS 24226     |
 HA1510| CG8342 COAL RM 2                            23.634 METERS 32003     |
 HA1510| CG8340 COAL AZ MK                                         3441801.6 |
 HA1510|---------------------------------------------------------------------|
 HA1510
 HA1510                          SUPERSEDED SURVEY CONTROL
 HA1510
 HA1510  NAD 83(1993)-  37 56 36.98716(N)    087 04 18.31093(W) AD(       ) 2
 HA1510  NAD 83(1986)-  37 56 36.99397(N)    087 04 18.31415(W) AD(       ) 2
 HA1510  NAD 27      -  37 56 36.81400(N)    087 04 18.32800(W) AD(       ) 2
 HA1510
 HA1510.Superseded values are not recommended for survey control.
 HA1510
 HA1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1510.See file dsdata.pdf to determine how the superseded data were derived.
 HA1510
 HA1510_MARKER: DS = TRIANGULATION STATION DISK
 HA1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1510_STAMPING: COAL 1946
 HA1510_MARK LOGO: CGS
 HA1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1510+STABILITY: SURFACE MOTION
 HA1510
 HA1510  HISTORY     - Date     Condition        Report By
 HA1510  HISTORY     - 1946     MONUMENTED       CGS
 HA1510  HISTORY     - 20110130 GOOD             GEOCAC
 HA1510
 HA1510                          STATION DESCRIPTION
 HA1510
 HA1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1510'STATION IS LOCATED ON A HIGH WOODED HILL KNOWN AS COAL KNOB ABOUT 4
 HA1510'MILES NORTHWEST OF ROCKPORT AND ABOUT 6 MILES EAST OF RICHLAND CITY
 HA1510'AND ON LAND OWNED BY MR. JACKSON.  IT IS IN A SMALL CLEARING IN A
 HA1510'MAPLE AND OAK WOODS AND 26 FEET SOUTH OF A TRIANGULAR BLAZED TWIN
 HA1510'MAPLE TREE AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 HA1510'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED---COAL 1946---.
 HA1510'
 HA1510'REFERENCE MARK NO. 1 IS 81.98 FEET SOUTHWEST OF THE STATION.  IT IS 25
 HA1510'FEET WEST OF A 24 INCH TWIN OAK TREE.  THE MARK PROJECTS ABOUT 4
 HA1510'INCHES AND THE DISK IS STAMPED---COAL NO 1 1946---.
 HA1510'
 HA1510'REFERENCE MARK NO. 2 IS 77.54 FEET ABOUT NORTHWEST OF THE STATION.
 HA1510'THE MARK IS ABOUT 5 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 HA1510'---COAL NO 1 1945---.
 HA1510'
 HA1510'AZIMUTH MARK IS ABOUT ONE MILE NORTH OF THE STATION ON THE SOUTHEAST
 HA1510'CORNER OF A GRAVEL CROSS ROAD.  IT IS 46 FEET SOUTHEAST OF THE
 HA1510'APPROXIMATE CENTERLINE OF THE TWO ROADS AND 3 FEET SOUTHEAST OF A
 HA1510'STANDARD WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HA1510'DISK IS STAMPED---COAL 1946---.
 HA1510'
 HA1510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 45 IN
 HA1510'THE NORTHEAST SECTION OF ROCKPORT, GO NORTHWEST ON HIGHWAY 66 FOR 0.6
 HA1510'MILE TO WHERE HIGHWAY 66 TURNS LEFT AND A GRAVEL ROAD STRAIGHT AHEAD,
 HA1510'CONTINUE STRAIGHT AHEAD ON GRAVEL AND GO 2 MILES TO A FORK, KEEP
 HA1510'LEFT FORK AND GO 1.7 MILES TO MR. JACKSONS FARMHOUSE ON THE RIGHT,*
 HA1510'TURN RIGHT INTO FARM YARD AND GO BETWEEN BARNS, TURN LEFT AFTER
 HA1510'PASSING BARNS AND FOLLOW WOODS ROAD UP HILL ABOUT 0.5 MILE TO A
 HA1510'TRIANGLE BLAZED ON A LARGE TWIN MAPLE TREE AND STATION.
 HA1510'
 HA1510'*TO REACH THE AZIMUTH FROM THIS POINT CONTINUE NORTH AN GRAVEL ROAD 1
 HA1510'MILE TO CROSSROADS AND AZIMUTH ON SOUTHEAST CORNER
 HA1510'
 HA1510'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1510
 HA1510                          STATION RECOVERY (2011)
 HA1510
 HA1510'RECOVERY NOTE BY GEOCACHING 2011
 HA1510'THE STATION WAS LEANING TO ONE SIDE BUT EVERYTHING ELSE APPEARED IN
 HA1510'GOOD CONDITION. I ALSO SEARCHED FOR NEARBY REFERENCE MARKS BUT WAS
 HA1510'UNABLE TO LOCATE EITHER ONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1786 ***********************************************************************
 KA1786  DESIGNATION -  COALMONT
 KA1786  PID         -  KA1786
 KA1786  STATE/COUNTY-  IN/CLAY
 KA1786  COUNTRY     -  US
 KA1786  USGS QUAD   -  SALINE CITY (2019)
 KA1786
 KA1786                         *CURRENT SURVEY CONTROL
 KA1786  ______________________________________________________________________
 KA1786* NAD 83(1997) POSITION- 39 15 15.37972(N) 087 13 51.89104(W)   ADJUSTED
 KA1786* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 KA1786  ______________________________________________________________________
 KA1786  GEOID HEIGHT    -        -32.584 (meters)                     GEOID18
 KA1786  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 KA1786  HORZ ORDER      -  SECOND
 KA1786
 KA1786.The horizontal coordinates were established by classical geodetic methods
 KA1786.and adjusted by the National Geodetic Survey in May 1999.
 KA1786
 KA1786.The orthometric height was scaled from a topographic map.
 KA1786
 KA1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1786.GEOID18 height accuracy estimate available here.
 KA1786
 KA1786.Click photographs - Photos may exist for this station.
 KA1786
 KA1786.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1786
 KA1786. The following values were computed from the NAD 83(1997) position.
 KA1786
 KA1786;                    North         East     Units Scale Factor Converg.
 KA1786;SPC IN W     -   444,734.517   887,247.522   MT  0.99996867   -0 05 36.6
 KA1786;SPC IN W     - 1,459,099.83  2,910,911.25   sFT  0.99996867   -0 05 36.6
 KA1786;UTM  16      - 4,345,019.494   480,062.109   MT  0.99960489   -0 08 46.4
 KA1786
 KA1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1786!SPC IN W     -   0.99997454  x   0.99996867  =   0.99994321
 KA1786!UTM  16      -   0.99997454  x   0.99960489  =   0.99957944
 KA1786
 KA1786:                Primary Azimuth Mark                     Grid Az
 KA1786:SPC IN W     -  COALMONT AZ MK                           183 58 45.7
 KA1786:UTM  16      -  COALMONT AZ MK                           184 01 55.5
 KA1786
 KA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8006245019(NAD 83)
 KA1786
 KA1786|---------------------------------------------------------------------|
 KA1786| PID    Reference Object                     Distance      Geod. Az  |
 KA1786|                                                           dddmmss.s |
 KA1786| CM3331 COALMONT RM 1                        44.500 METERS 11009     |
 KA1786| CM3330 COALMONT AZ MK                                     1835309.1 |
 KA1786| CM3332 COALMONT RM 2                        24.052 METERS 19143     |
 KA1786|---------------------------------------------------------------------|
 KA1786
 KA1786                          SUPERSEDED SURVEY CONTROL
 KA1786
 KA1786  NAD 83(1986)-  39 15 15.38567(N)    087 13 51.88548(W) AD(       ) 2
 KA1786  NAD 27      -  39 15 15.23770(N)    087 13 51.83110(W) AD(       ) 2
 KA1786
 KA1786.Superseded values are not recommended for survey control.
 KA1786
 KA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1786.See file dsdata.pdf to determine how the superseded data were derived.
 KA1786
 KA1786_MARKER: DS = TRIANGULATION STATION DISK
 KA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1786_STAMPING: COALMONT 1947
 KA1786_MARK LOGO: CGS
 KA1786_PROJECTION: RECESSED 30 CENTIMETERS
 KA1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1786+STABILITY: SURFACE MOTION
 KA1786
 KA1786  HISTORY     - Date     Condition        Report By
 KA1786  HISTORY     - 1947     MONUMENTED       CGS
 KA1786  HISTORY     - 1957     GOOD             CGS
 KA1786  HISTORY     - 1982     GOOD             LOCENG
 KA1786
 KA1786                          STATION DESCRIPTION
 KA1786
 KA1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1786'THE STATION IS LOCATED BESIDE STATE HIGHWAY 159, ABOUT 6-1/2 MILES
 KA1786'WEST-SOUTHWEST OF CLAY CITY, 6-1/2 MILES NORTH-NORTHWEST
 KA1786'OF JASONVILLE, 4-1/4 MILES NORTH OF COALMONT, AND ON LAND OWNED BY
 KA1786'MR. CECIL BEDWELL. THE MARK IS 71.6 FEET SOUTH OF THE
 KA1786'SOUTH-WEST CORNER OF MR. BEDWELLS SERVICE STATION, 46 FEET EAST OF
 KA1786'THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 17 FEET
 KA1786'EAST-SOUTHEAST OF A FENCE CORNER AND A TELEPHONE POLE. THE MARK IS
 KA1786'12-INCH UNDERGROUND, AND THE DISK IS STAMPED COALMONT 1947.
 KA1786'
 KA1786'REFERENCE MARK NO. 1 IS 146.00 FEET EAST-SOUTHEAST OF THE STATION AND
 KA1786'2 FEET NORTH OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND,
 KA1786'AND THE DISK IS STAMPED COALMONT NO 1 1947.
 KA1786'
 KA1786'REFERENCE MARK NO. 2 IS 78.91 FEET SOUTH OF THE STATION, 30 FEET EAST
 KA1786'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 3.8 FEET NORTH OF
 KA1786'A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE MARK IS FLUSH
 KA1786'WITH THE GROUND, AND THE DISK IS STAMPED COALMONT NO 2 1947.
 KA1786'
 KA1786'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION VIA STATE HIGHWAY
 KA1786'159, 30 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 KA1786'4.7 FEET NORTH OF TELEPHONE NO. 246-094, 2 FEET NORTH OF A WITNESS
 KA1786'POST, AND 1.2 FEET EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH
 KA1786'THE GROUND, AND THE DISK IS STAMPED COALMONT 1947.
 KA1786'
 KA1786'TO REACH THE STATION FROM THE POST OFFICE IN JASONVILLE, GO WEST
 KA1786'AND NORTHWEST OF STATE HIGHWAY 48 FOR 2.75 MILES TO THE JUNCTION
 KA1786'OF STATE HIGHWAY 159. TURN RIGHT, NORTH, AND GO ON STATE HIGHWAY 159
 KA1786'FOR 0.6 MILE TO THE SMALL SETTLEMENT OF COALMONT. CONTINUE
 KA1786'NORTH ON 159 FOR 4.2 MILES TO A CITIES SERVICE STATION ON THE RIGHT,
 KA1786'AND THE STATION AS DESCRIBED.
 KA1786'
 KA1786'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1786
 KA1786                          STATION RECOVERY (1957)
 KA1786
 KA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1786'THE STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE RECOVERED AS
 KA1786'DESCRIBED. A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT COULD
 KA1786'NOT BE FOUND.
 KA1786'
 KA1786'THE SERVICE STATION IS NO LONGER OPEN FOR BUSINESS.
 KA1786
 KA1786                          STATION RECOVERY (1982)
 KA1786
 KA1786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1786'COALMONT 1947 RECOVERED IN GOOD CONDITION.
 KA1786'
 KA1786'APPROX EIGHT (8) INCHES UNDERGROUND.  NO FENCE AND TFP NEAR STATION
 KA1786'NOW.  OTHER REF. DISTANCES GOOD.  RM NO. 1 FOUND - NO FENCE
 KA1786'ANYMORE.  RM NO. 2 FOUND.  NO WIRE FENCE OR WITNESS POST.  AZIMUTH
 KA1786'MARK FOUND.  IT IS 4.7 FEET NORTH OF THE FIRST POWER POLE NORTH OF
 KA1786'POWER POLE NO. 246-094.  NO WIRE FENCE OR WITNESS POST.
 KA1786'DESCRIPTION IN 1947 WAS WRONG AND J.B.W.JR. IN 1957 DID NOT USE HIS
 KA1786'INGENUITY.  ALL MONUMENTS IN GOOD CONDITION.  DISTANCE
 KA1786'BETWEEN STATION AND AZIMUTH - 1044.55 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2258 ***********************************************************************
 HZ2258  DESIGNATION -  COB
 HZ2258  PID         -  HZ2258
 HZ2258  STATE/COUNTY-  IN/HARRISON
 HZ2258  COUNTRY     -  US
 HZ2258  USGS QUAD   -  LANESVILLE (2019)
 HZ2258
 HZ2258                         *CURRENT SURVEY CONTROL
 HZ2258  ______________________________________________________________________
 HZ2258* NAD 83(1997) POSITION- 38 11 58.05472(N) 085 58 52.24084(W)   ADJUSTED
 HZ2258* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 HZ2258  ______________________________________________________________________
 HZ2258  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 HZ2258  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 HZ2258  HORZ ORDER      -  THIRD
 HZ2258
 HZ2258.The horizontal coordinates were established by classical geodetic methods
 HZ2258.and adjusted by the National Geodetic Survey in May 1999.
 HZ2258
 HZ2258.The orthometric height was scaled from a topographic map.
 HZ2258
 HZ2258.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2258.GEOID18 height accuracy estimate available here.
 HZ2258
 HZ2258.Click photographs - Photos may exist for this station.
 HZ2258
 HZ2258.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2258
 HZ2258. The following values were computed from the NAD 83(1997) position.
 HZ2258
 HZ2258;                    North         East     Units Scale Factor Converg.
 HZ2258;SPC IN E     -   327,679.741    72,451.568   MT  0.99997601   -0 11 40.2
 HZ2258;SPC IN E     - 1,075,062.62    237,701.52   sFT  0.99997601   -0 11 40.2
 HZ2258;UTM  16      - 4,228,436.366   589,208.148   MT  0.99969801   +0 37 48.3
 HZ2258
 HZ2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2258!SPC IN E     -   0.99996348  x   0.99997601  =   0.99993949
 HZ2258!UTM  16      -   0.99996348  x   0.99969801  =   0.99966150
 HZ2258
 HZ2258:                Primary Azimuth Mark                     Grid Az
 HZ2258:SPC IN E     -  LANESVILLE                               358 42 52.7
 HZ2258:UTM  16      -  LANESVILLE                               357 53 24.2
 HZ2258
 HZ2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8920828436(NAD 83)
 HZ2258
 HZ2258|---------------------------------------------------------------------|
 HZ2258| PID    Reference Object                     Distance      Geod. Az  |
 HZ2258|                                                           dddmmss.s |
 HZ2258| HZ2260 IND 874                               5.054 METERS 07648     |
 HZ2258| CG8347 COB RM 1                             29.366 METERS 20747     |
 HZ2258| CG8346 COB AZ MK                                          2855657.9 |
 HZ2258| CG8349 COB RM 3                             35.735 METERS 30128     |
 HZ2258| CG8348 COB RM 2                             29.627 METERS 33213     |
 HZ2258| HZ2250 LANESVILLE                          APPROX. 5.2 KM 3583112.5 |
 HZ2258|---------------------------------------------------------------------|
 HZ2258
 HZ2258                          SUPERSEDED SURVEY CONTROL
 HZ2258
 HZ2258  NAD 83(1993)-  38 11 58.05528(N)    085 58 52.24200(W) AD(       ) 3
 HZ2258  NAD 83(1986)-  38 11 58.05964(N)    085 58 52.24843(W) AD(       ) 3
 HZ2258  NAD 27      -  38 11 57.80600(N)    085 58 52.36500(W) AD(       ) 3
 HZ2258
 HZ2258.Superseded values are not recommended for survey control.
 HZ2258
 HZ2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2258.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2258
 HZ2258_MARKER: DS = TRIANGULATION STATION DISK
 HZ2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2258_STAMPING: COB 1947
 HZ2258_MARK LOGO: CGS
 HZ2258_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2258+STABILITY: SURFACE MOTION
 HZ2258
 HZ2258  HISTORY     - Date     Condition        Report By
 HZ2258  HISTORY     - 1947     MONUMENTED       CGS
 HZ2258  HISTORY     - 1976     GOOD             NGS
 HZ2258
 HZ2258                          STATION DESCRIPTION
 HZ2258
 HZ2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2258'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF BRIDGEPORT
 HZ2258'AND 2-1/2 MILES SOUTH OF LANESVILLE. IT IS 47 FEET EAST OF THE
 HZ2258'APPROXIMATE CENTERLINE OF THE ROAD, 32.5 FEET SOUTH OF A TELEPHONE
 HZ2258'POLE, AND 14.8 FEET WEST OF A WITNESS POST. THE MARK IS 12
 HZ2258'INCHES UNDERGROUND, AND THE DISK IS STAMPED COB 1947.
 HZ2258'
 HZ2258'REFERENCE MARK NO. 1 IS 96.37 FEET SOUTH-SOUTHWEST OF THE STA. AND 25
 HZ2258'FT. EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD. THE MARK
 HZ2258'PROJECTS 4 INCHES, AND THE DISK IS STAMPED COB NO 1 1947.
 HZ2258'
 HZ2258'REFERENCE MARK NO. 2 IS 97.20 FEET NORTHWEST OF THE STATION, 24 FEET
 HZ2258'NORTH OF A TELEPHONE POLE, AND 15 FEET WEST OF THE APPROXIMATE
 HZ2258'CENTERLINE OF THE ROAD. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2258'STAMPED COB NO 2 1947.
 HZ2258'
 HZ2258'THE AZIMUTH IS 0.65 MILE WEST OF THE STATION, 16 FEET EAST OF THE
 HZ2258'APPROXIMATE CENTERLINE OF THE ROAD, AND 2.5 FEET NORTH OF A
 HZ2258'WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED COB
 HZ2258'1947.
 HZ2258'
 HZ2258'A TRAVERSE CONNECTION WAS MEASURED FROM STATION COB TO IND 874
 HZ2258'U.S.G.S. MARK. IT IS 16.58 FEET EAST-NORTHEAST OF STATION COB
 HZ2258'AND 2 FEET EAST OF A WIRE FENCE. THE MARK IS A STANDARD U.S.G.S.
 HZ2258'GALVANIZED PIPE AND BRONZE CAP. IT PROJECTS 4 INCHES, AND IT
 HZ2258'IS STAMPED IND 874.
 HZ2258'
 HZ2258'TO REACH THE STATION FROM THE LANESVILLE MILLING CO. IN LANESVILLE,
 HZ2258'GO WEST ON ST. HWY 62 FOR 0.1 MILE TO A SIDE ROAD ON THE
 HZ2258'LEFT. TURN LEFT, SOUTH AND GO 0.3 MILE TO A ROAD FORK. TAKE THE LEFT
 HZ2258'ROAD AND GO ON THE MAIN GRAVEL ROAD FOR 2.15 MILES TO A ROAD
 HZ2258'FORK. TAKE THE RIGHT ROAD AND GO ON THE MAIN DIRT ROAD FOR 1.3 MILES
 HZ2258'TO A SIDE ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 HZ2258'
 HZ2258'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVEL ROAD
 HZ2258'FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT, NORTH, AND
 HZ2258'GO 0.15 MILE TO THE TOP OF A SMALL HILL AND THE AZIMUTH MARK ON THE
 HZ2258'RIGHT.
 HZ2258'
 HZ2258'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2258
 HZ2258                          STATION RECOVERY (1976)
 HZ2258
 HZ2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2258'STATION MARK, REFERENCE MARK 1 AND (USGS) BM IND 874 FOUND IN GOOD
 HZ2258'CONDITION.  REFERENCE MARK 2 WAS FOUND OUT OF THE GROUND THE DISK
 HZ2258'WAS SALVAGED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 HZ2258'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS ESTABLISHED.
 HZ2258'THERE WAS NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK.  THE
 HZ2258'DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.02 FOOT.  THE
 HZ2258'DISTANCE TO IND 874 WAS CHECKED, THE DIRECTION WAS LESS BY
 HZ2258'5-MINUTES.  THE DESCRIPTION IS ADEQUATE.  A NEW TO REACH
 HZ2258'FOLLOWS--
 HZ2258'
 HZ2258'TO REACH THE STATION FROM THE POST OFFICE IN LANESVILLE, GO SOUTH
 HZ2258'ON ST JOHNS CHURCH ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT (CRESTVIEW
 HZ2258'AVENUE).  CONTINUE AHEAD ON PAVED ROAD FOR 2.15 MILE TO A SIDE ROAD
 HZ2258'LEFT AT A CURVE.  CONTINUE AHEAD SOUTH AND WEST ON THE MAIN
 HZ2258'TRAVELED ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT AND A DRIVEWAY
 HZ2258'LEFT AND THE STATION AS DESCRIBED.
 HZ2258'
 HZ2258'REFERENCE MARK 3 IS 65 FEET WEST OF THE CENTERLINE OF THE ROAD, 15
 HZ2258'FEET NORTH OF THE CENTERLINE OF A PAVED ROAD AND 2.5 FEET
 HZ2258'SOUTHWEST OF A POWER POLE.  THE MONUMENT IS A 3-FOOT ALUMINUM
 HZ2258'MARKER WITH 3-MAGNETS ATTACHED.  THE DISK IS STAMPED COB 1947 NO 3
 HZ2258'1976.
 HZ2258'
 HZ2258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES SOUTH
 HZ2258'OF LANESVILLE.
 HZ2258'
 HZ2258'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2200 ***********************************************************************
 ME2200  DESIGNATION -  COBUS
 ME2200  PID         -  ME2200
 ME2200  STATE/COUNTY-  IN/ST JOSEPH
 ME2200  COUNTRY     -  US
 ME2200  USGS QUAD   -  OSCEOLA (2019)
 ME2200
 ME2200                         *CURRENT SURVEY CONTROL
 ME2200  ______________________________________________________________________
 ME2200* NAD 83(1997) POSITION- 41 40 54.40636(N) 086 03 41.97690(W)   ADJUSTED
 ME2200* NAVD 88 ORTHO HEIGHT -   228.79  (+/-2cm)      750.6   (feet) VERTCON3
 ME2200  ______________________________________________________________________
 ME2200  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 ME2200  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 ME2200  HORZ ORDER      -  THIRD
 ME2200  VERT ORDER      -  THIRD ? (See Below)
 ME2200
 ME2200.The horizontal coordinates were established by classical geodetic methods
 ME2200.and adjusted by the National Geodetic Survey in May 1999.
 ME2200
 ME2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2200
 ME2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2200.GEOID18 height accuracy estimate available here.
 ME2200
 ME2200.The vertical order pertains to the NGVD 29 superseded value.
 ME2200
 ME2200.Click photographs - Photos may exist for this station.
 ME2200
 ME2200.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2200
 ME2200. The following values were computed from the NAD 83(1997) position.
 ME2200
 ME2200;                    North         East     Units Scale Factor Converg.
 ME2200;SPC IN E     -   714,349.837    67,113.006   MT  0.99997997   -0 15 45.6
 ME2200;SPC IN E     - 2,343,662.76    220,186.59   sFT  0.99997997   -0 15 45.6
 ME2200;UTM  16      - 4,614,870.841   578,097.449   MT  0.99967505   +0 37 26.5
 ME2200
 ME2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2200!SPC IN E     -   0.99996940  x   0.99997997  =   0.99994937
 ME2200!UTM  16      -   0.99996940  x   0.99967505  =   0.99964446
 ME2200
 ME2200:                Primary Azimuth Mark                     Grid Az
 ME2200:SPC IN E     -  COBUS AZ MK                              004 32 42.4
 ME2200:UTM  16      -  COBUS AZ MK                              003 39 30.3
 ME2200
 ME2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7809714870(NAD 83)
 ME2200
 ME2200|---------------------------------------------------------------------|
 ME2200| PID    Reference Object                     Distance      Geod. Az  |
 ME2200|                                                           dddmmss.s |
 ME2200| AH9782 COBUS AZ MK                                        0041656.8 |
 ME2200| CM3333 COBUS RM 1                           30.520 METERS 18933     |
 ME2200| CM3334 COBUS RM 2                           28.438 METERS 28001     |
 ME2200|---------------------------------------------------------------------|
 ME2200
 ME2200                          SUPERSEDED SURVEY CONTROL
 ME2200
 ME2200  NAD 83(1994)-  41 40 54.40524(N)    086 03 41.98540(W) AD(       ) 3
 ME2200  NAD 83(1986)-  41 40 54.40639(N)    086 03 41.98650(W) AD(       ) 3
 ME2200  NAD 27      -  41 40 54.22600(N)    086 03 41.99690(W) AD(       ) 3
 ME2200  NGVD 29             228.92   (m)          751.0    (f) LEVELING    3  
 ME2200
 ME2200.Superseded values are not recommended for survey control.
 ME2200
 ME2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2200.See file dsdata.pdf to determine how the superseded data were derived.
 ME2200
 ME2200_MARKER: DS = TRIANGULATION STATION DISK
 ME2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2200_STAMPING: COBUS 1952
 ME2200_MARK LOGO: CGS
 ME2200_PROJECTION: FLUSH
 ME2200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2200+STABILITY: SURFACE MOTION
 ME2200
 ME2200  HISTORY     - Date     Condition        Report By
 ME2200  HISTORY     - 1952     MONUMENTED       CGS
 ME2200  HISTORY     - 1967     GOOD             BRADY
 ME2200  HISTORY     - 1971     GOOD             NGS
 ME2200  HISTORY     - 1980     GOOD             IN-039
 ME2200  HISTORY     - 1983     GOOD             USPSQD
 ME2200  HISTORY     - 19840321 GOOD             NGS
 ME2200
 ME2200                          STATION DESCRIPTION
 ME2200
 ME2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2200'STATION IS LOCATED 5 MILES EAST OF MISHAWAKA AND 5 MILES WEST OF
 ME2200'ELKART ON THE WEST SIDE OF STATE HIGHWAY 219 AND ON THE HIGHWAY
 ME2200'RIGHT-OF-WAY.
 ME2200'
 ME2200'IT IS SET IN A SMALL TRIANGLE FORMED BY HIGHWAY 219 AND A PAVED
 ME2200'T-ROAD, WEST, 0.15 MILE NORTH OF A BRIDGE OVER THE ST. JOSEPH RIVER,
 ME2200'84 FEET WEST OF THE INTERSECTION OF HIGHWAY 219 AND THE PAVED T-ROAD,
 ME2200'56 FEET SOUTH OF THE CENTER OF THE T-ROAD AND 34 FEET SOUTH OF A WHITE
 ME2200'WITNESS POST AND A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 ME2200'STAMPED COBUS 1952.
 ME2200'
 ME2200'REFERENCE MARK NO. 1 IS 110 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2200'31 FEET NORTH OF THE CENTER OF THE T-ROAD.  THE MARK IS FLUSH AND THE
 ME2200'DISK IS STAMPED COBUS NO 1 1952.
 ME2200'
 ME2200'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE CENTER OF THE T-ROAD AND
 ME2200'1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2200'STAMPED COBUS NO 2 1952.
 ME2200'
 ME2200'AZIMUTH MARK IS 62 FEET SOUTH OF THE CENTER OF THE SOUTH ENTRANCE
 ME2200'DRIVE TO AN OUTDOOR THEATER, 35 FEET EAST OF THE CENTER OF HIGHWAY
 ME2200'219, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 ME2200'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COBUS 1952.
 ME2200'
 ME2200'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 219 AND
 ME2200'U.S. HIGHWAY 33, 5 MILES EAST OF MISHAWAKA, GO NORTH ON HIGHWAY 219
 ME2200'FOR 1.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR
 ME2200'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2200'
 ME2200'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2200
 ME2200                          STATION RECOVERY (1967)
 ME2200
 ME2200'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 ME2200'FOUND STATION MARK AND BOTH REFERENCE MARKS AND AZ MK AS DESCRIBED.
 ME2200
 ME2200                          STATION RECOVERY (1971)
 ME2200
 ME2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2200'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE OF
 ME2200'SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO THE
 ME2200'REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW
 ME2200'DESCRIPTION FOLLOWS-
 ME2200'
 ME2200'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MISHAWAKA, 76 FEET WEST
 ME2200'OF THE CENTERLINE OF STATE HIGHWAY 218, 33 FEET SOUTH OF A POWER POLE,
 ME2200'56 FEET SOUTHEAST OF THE CENTERLINE OF NORTH BOUND LANE OF JEFFERSON
 ME2200'ROAD, 1 FOOT EAST OF A METAL WITNESS POST, IN A GRASSY TRIANGLE FORMED
 ME2200'BY THE INTERSECTION OF STATE HIGHWAY 218 AND JEFFERSON ROAD, 0.45
 ME2200'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 218.
 ME2200'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COBUS 1952.
 ME2200'
 ME2200'REFERENCE MARK 1 IS 110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 63
 ME2200'FEET NORTHWEST OF A POWER POLE AND 30 FEET NORTHEAST OF THE CENTERLINE
 ME2200'OF THE SOUTH BOUND LANE OF JEFFERSON ROAD.  THE MONUMENT IS FLUSH AND
 ME2200'THE DISK IS STAMPED COBUS NO 1 1952.
 ME2200'
 ME2200'REFERENCE MARK 2 IS 28 FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND
 ME2200'LANE AND 1 FOOT SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES
 ME2200'AND THE DISK IS STAMPED COBUS NO 2 1952.
 ME2200'
 ME2200'THE AZIMUTH MARK IS 62 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 ME2200'DRIVEWAY OF A DRIVE-IN THEATRE, 35 FEET EAST OF THE CENTERLINE OF
 ME2200'STATE HIGHWAY 218, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF
 ME2200'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2200'COBUS 1952.
 ME2200'
 ME2200'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAY 218 FOR
 ME2200'0.25 MILE TO THE MARK ON THE RIGHT.
 ME2200'
 ME2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES WEST
 ME2200'OF ELKHART.
 ME2200'
 ME2200'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2200
 ME2200                          STATION RECOVERY (1980)
 ME2200
 ME2200'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 ME2200'COBUS 1952 FOUND AS DESCRIBED.  STATE HIGHWAY 219 (NOT 218)  COBUS NO.
 ME2200'1 1952 FOUND AS DESCRIBED.  COBUS NO. 2 1952 FOUND AS DESCRIBED.
 ME2200'AZIMUTH MARK FOUND AS DESCRIBED.  DISTANCE AND DIRECTION FROM NEAREST
 ME2200'TOWN--5 MILES WEST OF ELKHART, INDIANA.
 ME2200
 ME2200                          STATION RECOVERY (1983)
 ME2200
 ME2200'RECOVERY NOTE BY US POWER SQUADRON 1983 (GEB)
 ME2200'COBUS 1952 RECOVERED GOOD.
 ME2200'
 ME2200'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MISHAWAIZA, 76 FEET WEST
 ME2200'OF THE CENTER LINE OF STATE HIGHWAY 219, 35 FEET SOUTHEAST OF
 ME2200'TELEPHONE POLE J24494, 24 FEET NORTH OF EDGE OF EAST BOUND LANES OF
 ME2200'JEFFERSON ROAD, IN GRASSY TRIANGLE FORMED BY INTERSECTION OF STATE
 ME2200'HIGHWAY 219 AND JEFFERSON ROAD, 0.45 MILES SOUTH OF THE JUNCTION OF
 ME2200'U.S. HIGHWAY 20 AND STATE HIGHWAY 219.  MONUMENT IS FLUSH WITH GROUND
 ME2200'AND MARKED COBUS 1952.
 ME2200'
 ME2200'NOTE-INTERSECTION HAS BEEN RECONSTUCTED AND METAL WITNESS POST IS
 ME2200'MISSING.
 ME2200'
 ME2200'THE AZIMUTH MARK IS 62 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 ME2200'DRIVEWAY OF A DRIVE-IN THEATER, 40 FEET EAST OF THE CENTERLINE OF
 ME2200'STATE HIGHWAY 219, 6 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE
 ME2200'CONNECTOR BOX NO. 55693 AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 ME2200'MONUMENT IS FLUSH AND THE DISK IS STAMPED COBUS 1952.
 ME2200'
 ME2200'RM 1 AND 2 SEARCHED FOR BUT NOT RECOVERED.
 ME2200
 ME2200                          STATION RECOVERY (1984)
 ME2200
 ME2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME2200'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 ME2200'IN GOOD CONDITION.  THE DIRECTION FROM THE AZIMUTH MARK TO REFERENCE
 ME2200'MARK 2 CHECKED THE 1952 DATA.  THE DISTANCE TO REFERENCE MARK 2 ALSO
 ME2200'CHECKED THE OLD DATA.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 ME2200'TIME.  THE DISTANCE TO THE AZIMUTH MARK WAS MEASURED.  USING
 ME2200'ELECTRONIC DISTANCE MEASURING EQUIPMENT.  THE 1971 DESCRIPTION FOR
 ME2200'THIS STATION IS IN ERROR ON THE NAME OF THE NORTH-SOUTH STATE HIGHWAY
 ME2200'FOR IT IS 219 NOT 218 AS MENTION.  THE 1952 DESCRIPTION STATES IT IS
 ME2200'219 ALSO.  THE TO REACH IS ADEQUATE WITH THIS ADDITION.
 ME2200'
 ME2200'THE STATION IS A STANDARD NGS DISK STAMPED,---COBUS 1952---, SET INTO
 ME2200'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMETER,
 ME2200'FLUSH, WITH GROUND.  THE STATION IS LOCATED 23.165 METERS (76.001 FT)
 ME2200'WEST FROM THE CENTERLINE OF STATE ROUTE 219, 14.326 METERS (47.001 FT)
 ME2200'NORTH FROM THE CENTERLINE OF JEFFERSON ROAD, 9.754 METERS (32.001 FT)
 ME2200'SOUTHEAST FROM A UTILITY POLE AND 0.305 METERS (1.001 FT) NORTH FROM A
 ME2200'WITNESS POST.
 ME2200'
 ME2200'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED,
 ME2200'---COBUS NO 2 1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 ME2200'10 INCHES, 25 CM IN DIAMETER, PROJECTING, 2 INCHES, 6 CM ABOVE THE
 ME2200'GROUND.  THE STATION IS LOCATED 8.382 METERS (27.500 FT) NORTHWEST
 ME2200'FROM THE CENTERLINE OF THE NORTH EXIT ROAD FOR JEFFERSON ROAD, 0.305
 ME2200'METERS (1.001 FT) SOUTH FROM A FENCE, 0.305 METERS (1.001 FT) SOUTH
 ME2200'FROM A WITNESS POST, 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 ME2200'
 ME2200'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME2200'---COBUS 1952 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2200'MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND. THE
 ME2200'STATION IS LOCATED 7.620 METERS (25.000 FT) EAST-NORTHEAST FROM THE
 ME2200'UTILITY POLE, 0.46 METERS (1.51 FT) SOUTH FROM THE EAST END OF THE
 ME2200'UTILITY POLE GUY WIRES, 10.058 METERS (32.999 FT) SOUTHEAST FROM THE
 ME2200'CENTERLINE OF THE NORTH ENTRANCE LANE TO JEFFFERSON ROAD AND 0.305
 ME2200'METERS (1.001 FT) SOUTH FROM A WITNESS POST AND 0.2 METERS (0.7 FT)
 ME2200'HIGHER THAN THE STATION.
 ME2200'
 ME2200'AZIMUTH MARK NO 1 IS A STANDARD, NGS, DISK STAMPED,---COBUS 1952---,
 ME2200'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, 25 CM IN
 ME2200'DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 18.898 METERS
 ME2200'(62.001 FT) SOUTH FROM THE CENTERLINE OF THE SOUTH ENTRANCE OF A
 ME2200'DRIVE-IN THEATER, 10.668 METERS (35.000 FT) EAST FROM THE CENTERLINE
 ME2200'OF STATE ROUTE 219, 0.305 METERS (1.001 FT) WEST FROM A METAL WITNESS
 ME2200'POST AND 1.829 METERS (6.001 FT) SOUTH FROM AN UNDERGROUND TELEPHONE
 ME2200'CABLE JUNCTION BOX.
 ME2200'
 ME2200'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON HIGHWAY
 ME2200'219 FOR 0.25 MILES (0.40 KM) TO MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0665 ***********************************************************************
 MD0665  DESIGNATION -  COESSE
 MD0665  PID         -  MD0665
 MD0665  STATE/COUNTY-  IN/WHITLEY
 MD0665  COUNTRY     -  US
 MD0665  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0665
 MD0665                         *CURRENT SURVEY CONTROL
 MD0665  ______________________________________________________________________
 MD0665* NAD 83(1997) POSITION- 41 08 23.33077(N) 085 23 52.47135(W)   ADJUSTED
 MD0665* NAVD 88 ORTHO HEIGHT -   264.060 (meters)      866.34  (feet) ADJUSTED
 MD0665  ______________________________________________________________________
 MD0665  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 MD0665  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 MD0665  DYNAMIC HEIGHT  -        263.959 (meters)      866.01  (feet) COMP
 MD0665  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 MD0665
 MD0665  HORZ ORDER      -  SECOND
 MD0665  VERT ORDER      -  FIRST     CLASS I
 MD0665
 MD0665.The horizontal coordinates were established by classical geodetic methods
 MD0665.and adjusted by the National Geodetic Survey in May 1999.
 MD0665
 MD0665.The orthometric height was determined by differential leveling and
 MD0665.adjusted by the NATIONAL GEODETIC SURVEY
 MD0665.in June 1991.
 MD0665
 MD0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0665.GEOID18 height accuracy estimate available here.
 MD0665
 MD0665.Click photographs - Photos may exist for this station.
 MD0665
 MD0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0665
 MD0665.The dynamic height is computed by dividing the NAVD 88
 MD0665.geopotential number by the normal gravity value computed on the
 MD0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0665.degrees latitude (g = 980.6199 gals.).
 MD0665
 MD0665.The modeled gravity was interpolated from observed gravity values.
 MD0665
 MD0665. The following values were computed from the NAD 83(1997) position.
 MD0665
 MD0665;                    North         East     Units Scale Factor Converg.
 MD0665;SPC IN E     -   654,119.586   122,563.410   MT  0.99997293   +0 10 36.5
 MD0665;SPC IN E     - 2,146,057.34    402,110.12   sFT  0.99997293   +0 10 36.5
 MD0665;UTM  16      - 4,555,514.839   634,455.597   MT  0.99982250   +1 03 15.0
 MD0665
 MD0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0665!SPC IN E     -   0.99996374  x   0.99997293  =   0.99993667
 MD0665!UTM  16      -   0.99996374  x   0.99982250  =   0.99978624
 MD0665
 MD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3445555514(NAD 83)
 MD0665
 MD0665                          SUPERSEDED SURVEY CONTROL
 MD0665
 MD0665  NAD 83(1995)-  41 08 23.33317(N)    085 23 52.47683(W) AD(       ) 2
 MD0665  NAD 83(1986)-  41 08 23.33295(N)    085 23 52.48331(W) AD(       ) 2
 MD0665  NAD 27      -  41 08 23.16540(N)    085 23 52.56710(W) AD(       ) 2
 MD0665  NGVD 29 (??/??/92)  264.211  (m)          866.83   (f) ADJ UNCH    1 1
 MD0665  NGVD 29             264.21   (m)          866.8    (f) LEVELING    3  
 MD0665
 MD0665.Superseded values are not recommended for survey control.
 MD0665
 MD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0665.See file dsdata.pdf to determine how the superseded data were derived.
 MD0665
 MD0665_MARKER: DE = TRAVERSE STATION DISK
 MD0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0665_STAMPING: COESSE 1963
 MD0665_MARK LOGO: CGS
 MD0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0665+STABILITY: SURFACE MOTION
 MD0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0665+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0665
 MD0665  HISTORY     - Date     Condition        Report By
 MD0665  HISTORY     - 1963     MONUMENTED       CGS
 MD0665  HISTORY     - 1964     GOOD             CGS
 MD0665  HISTORY     - 1968     GOOD             CGS
 MD0665  HISTORY     - 1968     GOOD             CGS
 MD0665  HISTORY     - 19921008 GOOD             NGS
 MD0665
 MD0665                          STATION DESCRIPTION
 MD0665
 MD0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0665'LOCATED ABOUT 5 MILES EAST OF COLUMBIA CITY ALONG OLD U.S. HIGHWAY 30
 MD0665'ON THE FARM OF MR.
 MD0665'WILSON.  TO REACH FROM THE WHITLEY COUNTY COURTHOUSE IN COLUMBIA
 MD0665'CITY, DRIVE SOUTH ON U.S.
 MD0665'HIGHWAY 30 BUSINESS (MAIN STREET) 0.4 MILE, BEAR LEFT AND GO
 MD0665'2.7 MILES EAST ON CHICAGO STREET (U.S.
 MD0665'HIGHWAY 30 BUSINESS) TO DIVIDER IN HIGHWAY,
 MD0665'TAKE LEFT FORK AND PROCEED ACROSS NEW U. S. HIGHWAY 30
 MD0665'AND BEYOND FOR 50 FEET, TURN
 MD0665'RIGHT ON OLD U.S. HIGHWAY 30 AND GO 1.8 MILES EAST TO STATION AT TOP
 MD0665'OF HILL.  IT IS ABOUT 540 FEET
 MD0665'WEST-NORTHWEST OF THE INTERSECTION OF OLD U.S. HIGHWAY 30 AND
 MD0665'WHITLEY COUNTY ROAD 500 E, ABOUT 350
 MD0665'FEET NORTHWEST OF THE OFFICE OF THE WALL MOTEL,
 MD0665'ABOUT 300 FEET WEST OF MR. WILSONS HOUSE, 60.0 FEET
 MD0665'SOUTHEAST OF THE SOUTHEAST
 MD0665'CORNER OF A CORRUGATED METAL EQUIPMENT SHED BELONGING TO THE JOHN E.
 MD0665'LILLICH CONSTRUCTION COMPANY, 52.0
 MD0665'FEET NORTH-NORTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY
 MD0665'30, 29.8 FEET EAST OF A POWER
 MD0665'POLE AND 8.6 FEET EAST OF A FENCE CORNER.  IT IS
 MD0665'MARKED BY A STANDARD TRAVERSE DISK STAMPED
 MD0665'COESSE 1963 SET IN THE TOP OF A 12 INCH
 MD0665'ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE AN 8 FOOT
 MD0665'ROUND CONCRETE CAMERA TARGET.
 MD0665
 MD0665                          STATION RECOVERY (1964)
 MD0665
 MD0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 MD0665'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT
 MD0665'CONDITION.  THE ORIGINAL
 MD0665'DESCRIPTION AND TO-REACH ARE COMPLETELY ADEQUATE.
 MD0665
 MD0665                          STATION RECOVERY (1968)
 MD0665
 MD0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0665'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE STATION MAY BE
 MD0665'REACHED BY GOING
 MD0665'0.75 MILE NORTH ALONG COUNTY ROAD NO. 500 E FROM
 MD0665'THE PUBLIC SCHOOL AT COESSE, THENCE
 MD0665'0.1 MILE WEST ALONG LINCOLN WAY
 MD0665'ROAD, ABOUT 100 YARDS WEST OF THE JUNCTION OF THE WEST
 MD0665'DRIVEWAY
 MD0665'LEADING TO THE WALLS MOTEL, NEAR THE SOUTHWEST CORNER OF A SMALL
 MD0665'PASTURE, ON TOP
 MD0665'AND NEAR THE WEST END OF A 12-FOOT HIGH CUT,
 MD0665'53 FEET NORTH OF THE CENTER LINE
 MD0665'OF THE ROAD, 8.8 FEET EAST OF A
 MD0665'FENCE CORNER, IN THE CENTER OF A CIRCLE OF POURED
 MD0665'CONCRETE, 12 FEET
 MD0665'ABOVE THE LEVEL OF THE ROAD AND SET IN CONCRETE PROJECTING 1 INCH
 MD0665'ABOVE THE LEVEL
 MD0665'OF THE GROUND.  THE TRAVERSE STATION DISK IS STAMPED
 MD0665'COESSE 1963.
 MD0665
 MD0665                          STATION RECOVERY (1968)
 MD0665
 MD0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0665'0.8 MI NW FROM COESSE.
 MD0665'ABOUT 0.75 MILE NORTH ALONG COUNTY ROAD NO. 500 E FROM THE PUBLIC
 MD0665'SCHOOL AT COESSE, THENCE 0.1 MILE WEST ALONG LINCOLN WAY ROAD,
 MD0665'ABOUT 100 YARDS WEST OF THE JUNCTION OF THE WEST DRIVE LEADING
 MD0665'SOUTH TO THE WALLS MOTEL, AT THE SOUTHWEST CORNER OF A SMALL
 MD0665'PASTURE, ON TOP AND NEAR THE WEST END OF A 12-FOOT HIGH CUT, 53
 MD0665'FEET NORTH OF THE CENTER LINE OF THE ROAD, 8.8 FEET EAST OF A
 MD0665'FENCE CORNER, IN THE CENTER OF A CIRCLE OF POURED CONCRETE, 12
 MD0665'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 MD0665'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 16,
 MD0665'T 31 N, R 10 E.
 MD0665
 MD0665                          STATION RECOVERY (1992)
 MD0665
 MD0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0665'8.6 KM (5.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0665'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, THENCE 1.3 KM (0.80 MI)
 MD0665'NORTHERLY ALONG SIMONSON STREET AND COUNTY ROAD 500 E, THENCE 0.2 KM
 MD0665'(0.10 MI) WESTERLY ALONG LINCOLN WAY ROAD, 16.1 M (52.8 FT) NORTH OF
 MD0665'THE ROAD CENTER, 8.1 M (26.6 FT) WEST OF THE SOUTHWEST CORNER OF A
 MD0665'FENCE, 7.2 M (23.6 FT) EAST OF A UTILITY POLE, 3.7 M (12.1 FT) ABOVE
 MD0665'THE LEVEL OF THE ROAD, 2.0 M (6.6 FT) NORTHEAST OF A WITNESS POST,
 MD0665'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 MD0665'NOTE--THE MONUMENT IS NEAR THE CENTER OF A 12-FOOT CONCRETE PAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8493 ***********************************************************************
 AE8493  CBN         -  This is a Cooperative Base Network Control Station.
 AE8493  PACS        -  This is a Primary Airport Control Station.
 AE8493  DESIGNATION -  COL MUN AIRPORT
 AE8493  PID         -  AE8493
 AE8493  STATE/COUNTY-  IN/BARTHOLOMEW
 AE8493  COUNTRY     -  US
 AE8493  USGS QUAD   -  EDINBURGH (2019)
 AE8493
 AE8493                         *CURRENT SURVEY CONTROL
 AE8493  ______________________________________________________________________
 AE8493* NAD 83(2011) POSITION- 39 15 09.53630(N) 085 53 50.27784(W)   ADJUSTED
 AE8493* NAD 83(2011) ELLIP HT-   164.592 (meters)        (06/27/12)   ADJUSTED
 AE8493* NAD 83(2011) EPOCH   -  2010.00
 AE8493* NAVD 88 ORTHO HEIGHT -   198.45  (meters)      651.1   (feet) GPS OBS
 AE8493  ______________________________________________________________________
 AE8493  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AE8493  GEOID HEIGHT    -        -33.812 (meters)                     GEOID99
 AE8493  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 AE8493  NAD 83(2011) X  -    353,841.380 (meters)                     COMP
 AE8493  NAD 83(2011) Y  - -4,933,081.328 (meters)                     COMP
 AE8493  NAD 83(2011) Z  -  4,014,180.001 (meters)                     COMP
 AE8493  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 AE8493
 AE8493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8493  Standards:
 AE8493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8493  -------------------------------------------------------------------
 AE8493  NETWORK    0.61   1.29           0.28   0.20   0.66     -0.17446686
 AE8493  -------------------------------------------------------------------
 AE8493  Click here for local accuracies and other accuracy information.
 AE8493
 AE8493.This mark is at Columbus Airport (BAK)
 AE8493
 AE8493.The horizontal coordinates were established by GPS observations
 AE8493.and adjusted by the National Geodetic Survey in June 2012.
 AE8493
 AE8493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8493.been affixed to the stable North American tectonic plate. See 
 AE8493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8493
 AE8493.The horizontal coordinates are valid at the epoch date displayed above
 AE8493.which is a decimal equivalence of Year/Month/Day.
 AE8493
 AE8493.The orthometric height was determined by GPS observations and a
 AE8493.high-resolution geoid model.
 AE8493
 AE8493.GPS derived orthometric heights for airport stations designated as
 AE8493.PACS or SACS are published to 2 decimal places.  This maintains
 AE8493.centimeter relative accuracy between the PACS and SACS.  It does
 AE8493.not indicate centimeter accuracy relative to other marks which are
 AE8493.part of the published vertical control network.
 AE8493
 AE8493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8493.GEOID18 height accuracy estimate available here.
 AE8493
 AE8493.Click photographs - Photos may exist for this station.
 AE8493
 AE8493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8493
 AE8493.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8493
 AE8493.The ellipsoidal height was determined by GPS observations
 AE8493.and is referenced to NAD 83.
 AE8493
 AE8493. The following values were computed from the NAD 83(2011) position.
 AE8493
 AE8493;                    North         East     Units Scale Factor Converg.
 AE8493;SPC IN E     -   444,569.265    80,093.014   MT  0.99997154   -0 08 45.4
 AE8493;SPC IN E     - 1,458,557.66    262,771.83   sFT  0.99997154   -0 08 45.4
 AE8493;UTM  16      - 4,345,393.281   595,145.458   MT  0.99971146   +0 41 52.0
 AE8493
 AE8493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8493!SPC IN E     -   0.99997418  x   0.99997154  =   0.99994572
 AE8493!UTM  16      -   0.99997418  x   0.99971146  =   0.99968564
 AE8493
 AE8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9514545393(NAD 83)
 AE8493
 AE8493                          SUPERSEDED SURVEY CONTROL
 AE8493
 AE8493  NAD 83(2007)-  39 15 09.53640(N)    085 53 50.27883(W) AD(2002.00) 0
 AE8493  ELLIP H (02/10/07)  164.615  (m)                       GP(2002.00)    
 AE8493  NAD 83(1997)-  39 15 09.53654(N)    085 53 50.27858(W) AD(       ) B
 AE8493  ELLIP H (04/10/98)  164.643  (m)                       GP(       ) 4 1
 AE8493  NAVD 88 (04/10/98)  198.47   (m)  GEOID96  model used  GPS OBS        
 AE8493
 AE8493.Superseded values are not recommended for survey control.
 AE8493
 AE8493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8493.See file dsdata.pdf to determine how the superseded data were derived.
 AE8493
 AE8493_MARKER: I = METAL ROD
 AE8493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE8493_PROJECTION: RECESSED 0 CENTIMETERS
 AE8493_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8493+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE8493
 AE8493  HISTORY     - Date     Condition        Report By
 AE8493  HISTORY     - 1997     MONUMENTED       SEC
 AE8493  HISTORY     - 20010501 GOOD             WOOLPT
 AE8493  HISTORY     - 2002     GOOD             NGS
 AE8493  HISTORY     - 20060927 GOOD             INDNR
 AE8493  HISTORY     - 20101215 GOOD             NGS
 AE8493  HISTORY     - 20120614 GOOD             WOOLPT
 AE8493
 AE8493                          STATION DESCRIPTION
 AE8493
 AE8493'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8493'FROM JUNCTION OF U.S. HIGHWAY 31 (NATIONAL ROAD) AND CENTRAL AVENUE IN
 AE8493'COLUMBUS, GO NORTH ON CENTRAL AVENUE FOR 1.6 MILES (2.6 KM) TO WHERE
 AE8493'CENTRAL AVENUE CURVES RIGHT (AT IUPUC CAMPUS) AND SAID AVENUE BECOMES
 AE8493'ARNOLD STREET.  GO EAST AROUND CURVE 0.3 MILES (0.5 KM) TO RAY BOLL
 AE8493'BOULEVARD.  TURN SOUTH (RIGHT) AND GO 0.1 MILE (0.2 KM) TO THE
 AE8493'STATION, LOCATED ON A GRASSY KNOLL ABOUT 68.5 FEET (20.9 M) FROM EAST
 AE8493'EDGE OF RAY BOLL BOULEVARD, 60 FEET (18.3 M) NORTH OF INTERSECTION OF
 AE8493'RAY BOLL BOULEVARD AND BAKALAR DRIVE EXTENDED EAST, 95 YARDS NORTH OF
 AE8493'AIRPORT BEACON TOWER, FLUSH WITH GROUND, ACCESSED THROUGH METAL
 AE8493'CAP/LID, BEING 20.91 METERS (68.60 FT) DUE EAST OF EAST EDGE OF RAY
 AE8493'BOLL BOULEVARD, 27.44 METERS (90.03 FT) NORTHEAST OF CENTER OF
 AE8493'ALUMINUM LIGHT POLE, 35.55 METERS (116.63 FT) NORTHWEST OF CENTER FIRE
 AE8493'HYDRANT, AND 23.78 METERS (78.02 FT) SOUTHWEST OF SIGN POST THAT
 AE8493'DENOTES WILDFLOWER AREA.  AS OF 8-19-97 MONUMENT HAS NO MARKINGS,
 AE8493'EXCEPT SURVEY MONUMENT-DO NOT DISTURB ON METAL CAP. NOTE--ROD DEPTH IS
 AE8493'UNKNOWN.
 AE8493
 AE8493                          STATION RECOVERY (2001)
 AE8493
 AE8493'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 AE8493'RECOVERED AS DESCRIBED.
 AE8493
 AE8493                          STATION RECOVERY (2002)
 AE8493
 AE8493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AE8493'RECOVERED AS DESCRIBED.
 AE8493
 AE8493                          STATION RECOVERY (2006)
 AE8493
 AE8493'RECOVERY NOTE BY IN DEPT OF NAT RES 2006 (RWW)
 AE8493'RECOVERED IN GOOD CONDITION.
 AE8493
 AE8493                          STATION RECOVERY (2010)
 AE8493
 AE8493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JDR)
 AE8493'RECOVERED AS DESCRIBED
 AE8493
 AE8493                          STATION RECOVERY (2012)
 AE8493
 AE8493'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 AE8493'THE WILD FLOWER SIGN POST FROM A PREVIOUS DESCRIPTION NO LONGER
 AE8493'REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2149 ***********************************************************************
 LA2149  DESIGNATION -  COLE
 LA2149  PID         -  LA2149
 LA2149  STATE/COUNTY-  IN/GRANT
 LA2149  COUNTRY     -  US
 LA2149  USGS QUAD   -  POINT ISABEL (2019)
 LA2149
 LA2149                         *CURRENT SURVEY CONTROL
 LA2149  ______________________________________________________________________
 LA2149* NAD 83(1997) POSITION- 40 28 47.13171(N) 085 45 25.15478(W)   ADJUSTED
 LA2149* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2149  ______________________________________________________________________
 LA2149  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LA2149  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 LA2149  HORZ ORDER      -  SECOND
 LA2149
 LA2149.The horizontal coordinates were established by classical geodetic methods
 LA2149.and adjusted by the National Geodetic Survey in May 1999.
 LA2149
 LA2149.The orthometric height was scaled from a topographic map.
 LA2149
 LA2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2149.GEOID18 height accuracy estimate available here.
 LA2149
 LA2149.Click photographs - Photos may exist for this station.
 LA2149
 LA2149.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2149
 LA2149. The following values were computed from the NAD 83(1997) position.
 LA2149
 LA2149;                    North         East     Units Scale Factor Converg.
 LA2149;SPC IN E     -   580,791.837    92,341.664   MT  0.99996739   -0 03 31.1
 LA2149;SPC IN E     - 1,905,481.22    302,957.61   sFT  0.99996739   -0 03 31.1
 LA2149;UTM  16      - 4,481,749.948   605,358.214   MT  0.99973664   +0 48 25.2
 LA2149
 LA2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2149!SPC IN E     -   0.99996399  x   0.99996739  =   0.99993139
 LA2149!UTM  16      -   0.99996399  x   0.99973664  =   0.99970064
 LA2149
 LA2149:                Primary Azimuth Mark                     Grid Az
 LA2149:SPC IN E     -  COLE AZ MK                               089 10 28.8
 LA2149:UTM  16      -  COLE AZ MK                               088 18 32.5
 LA2149
 LA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0535881749(NAD 83)
 LA2149
 LA2149|---------------------------------------------------------------------|
 LA2149| PID    Reference Object                     Distance      Geod. Az  |
 LA2149|                                                           dddmmss.s |
 LA2149| CC8468 COLE RM 1                            34.774 METERS 08901     |
 LA2149| CC8467 COLE AZ MK                                         0890657.7 |
 LA2149| CC8469 COLE RM 2                            32.455 METERS 31516     |
 LA2149|---------------------------------------------------------------------|
 LA2149
 LA2149                          SUPERSEDED SURVEY CONTROL
 LA2149
 LA2149  NAD 83(1986)-  40 28 47.13514(N)    085 45 25.16815(W) AD(       ) 2
 LA2149  NAD 27      -  40 28 46.99810(N)    085 45 25.24240(W) AD(       ) 2
 LA2149
 LA2149.Superseded values are not recommended for survey control.
 LA2149
 LA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2149.See file dsdata.pdf to determine how the superseded data were derived.
 LA2149
 LA2149_MARKER: DS = TRIANGULATION STATION DISK
 LA2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2149_STAMPING: COLE 1948
 LA2149_MARK LOGO: CGS
 LA2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2149+STABILITY: SURFACE MOTION
 LA2149
 LA2149  HISTORY     - Date     Condition        Report By
 LA2149  HISTORY     - 1948     MONUMENTED       CGS
 LA2149
 LA2149                          STATION DESCRIPTION
 LA2149
 LA2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2149'THE STATION IS LOCATED ABOUT 6 MILES WEST OF JONESBORO, 4 MILES
 LA2149'SOUTHEAST OF SWAYZEE AND 7 MILES SOUTHWEST OF MARION ON THE PROPERTY
 LA2149'OF MR. JOSEPH DRAPER.
 LA2149'
 LA2149'IT IS 35 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 35 AND STATE
 LA2149'HIGHWAY NO. 22, 6 FEET NORTH OF A FENCELINE AND 4 FEET WEST OF A WHITE
 LA2149'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COLE
 LA2149'1948.
 LA2149'
 LA2149'REFERENCE MARK NO. 1 IS 114.09 FEET EAST OF THE STATION.  IT IS 47
 LA2149'FEET SOUTH OF THE CENTER OF HIGHWAYS AND 1 FOOT NORTH OF A FENCELINE.
 LA2149'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED COLE NO 1 1948.
 LA2149'
 LA2149'REFERENCE MARK NO. 2 IS 106.48 FEET NORTHWEST OF THE STATION.  IT IS
 LA2149'33 FEET NORTH OF THE CENTER OF HIGHWAYS.  THE MARK PROJECTS 3 INCHES
 LA2149'AND THE DISK IS STAMPED COLE NO 2 1948.
 LA2149'
 LA2149'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION.  IT IS 43 FEET
 LA2149'SOUTH OF THE CENTER OF HIGHWAYS, 4 FEET WEST OF A WHITE WITNESS POST
 LA2149'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE
 LA2149'DISK IS STAMPED COLE 1948.
 LA2149'
 LA2149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 37 AND 9
 LA2149'WHICH IS 1 MILE SOUTH OF MARION, GO SOUTHWEST ON STATE HIGHWAY NO. 37
 LA2149'FOR 2.4 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 35 AND STATE HIGHWAY
 LA2149'NO. 22, TURN RIGHT ON U.S. HIGHWAY NO. 35 AND STATE HIGHWAY NO. 22 AND
 LA2149'GO WEST FOR 2.05 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 LA2149'0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2149'
 LA2149'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1987 ***********************************************************************
 JA1987  DESIGNATION -  COLES
 JA1987  PID         -  JA1987
 JA1987  STATE/COUNTY-  IN/WARRICK
 JA1987  COUNTRY     -  US
 JA1987  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1987
 JA1987                         *CURRENT SURVEY CONTROL
 JA1987  ______________________________________________________________________
 JA1987* NAD 83(1997) POSITION- 38 06 29.49992(N) 087 07 53.10890(W)   ADJUSTED
 JA1987* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 JA1987  ______________________________________________________________________
 JA1987  GEOID HEIGHT    -        -31.521 (meters)                     GEOID18
 JA1987  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JA1987  HORZ ORDER      -  SECOND
 JA1987
 JA1987.The horizontal coordinates were established by classical geodetic methods
 JA1987.and adjusted by the National Geodetic Survey in May 1999.
 JA1987
 JA1987.The orthometric height was scaled from a topographic map.
 JA1987
 JA1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1987.GEOID18 height accuracy estimate available here.
 JA1987
 JA1987.Click photographs - Photos may exist for this station.
 JA1987
 JA1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1987
 JA1987. The following values were computed from the NAD 83(1997) position.
 JA1987
 JA1987;                    North         East     Units Scale Factor Converg.
 JA1987;SPC IN W     -   317,504.029   895,782.858   MT  0.99996689   -0 01 46.8
 JA1987;SPC IN W     - 1,041,677.80  2,938,914.26   sFT  0.99996689   -0 01 46.8
 JA1987;UTM  16      - 4,217,827.681   488,478.721   MT  0.99960163   -0 04 52.0
 JA1987
 JA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1987!SPC IN W     -   0.99997750  x   0.99996689  =   0.99994440
 JA1987!UTM  16      -   0.99997750  x   0.99960163  =   0.99957914
 JA1987
 JA1987:                Primary Azimuth Mark                     Grid Az
 JA1987:SPC IN W     -  COLES AZ MK                              180 51 20.5
 JA1987:UTM  16      -  COLES AZ MK                              180 54 25.7
 JA1987
 JA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8847817827(NAD 83)
 JA1987
 JA1987|---------------------------------------------------------------------|
 JA1987| PID    Reference Object                     Distance      Geod. Az  |
 JA1987|                                                           dddmmss.s |
 JA1987| CG8359 COLES RM 2                           18.660 METERS 00510     |
 JA1987| CG8358 COLES RM 1                           18.973 METERS 09712     |
 JA1987| CG8357 COLES AZ MK                                        1804933.7 |
 JA1987|---------------------------------------------------------------------|
 JA1987
 JA1987                          SUPERSEDED SURVEY CONTROL
 JA1987
 JA1987  NAD 83(1993)-  38 06 29.50292(N)    087 07 53.10869(W) AD(       ) 2
 JA1987  NAD 83(1986)-  38 06 29.50831(N)    087 07 53.11137(W) AD(       ) 2
 JA1987  NAD 27      -  38 06 29.32500(N)    087 07 53.10900(W) AD(       ) 2
 JA1987
 JA1987.Superseded values are not recommended for survey control.
 JA1987
 JA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1987.See file dsdata.pdf to determine how the superseded data were derived.
 JA1987
 JA1987_MARKER: DS = TRIANGULATION STATION DISK
 JA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1987_STAMPING: COLES 1946
 JA1987_MARK LOGO: CGS
 JA1987_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1987+STABILITY: SURFACE MOTION
 JA1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1987+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 JA1987
 JA1987  HISTORY     - Date     Condition        Report By
 JA1987  HISTORY     - 1946     MONUMENTED       CGS
 JA1987  HISTORY     - 20040808 GOOD             INDIV
 JA1987
 JA1987                          STATION DESCRIPTION
 JA1987
 JA1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1987'THIS STATION IS ON THE NORTHEAST OF TWO WOODED BUTTES, ABOUT 2 MILES
 JA1987'NORTH-NORTHWEST OF TENNYSON.  THE STATION MARK IS ON THE HIGHEST POINT
 JA1987'OF LAND, 6 FEET SOUTH OF A WHITE WITNESS POST, AT THE END OF A WOODS
 JA1987'TRAIL.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COLES 1946.
 JA1987'
 JA1987'REFERENCE MARK NO 1 IS 62.25 FEET EAST OF THE STATION, ON THE EAST
 JA1987'SLOPE OF THE HILL.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1987'COLES NO 2 1946.
 JA1987'
 JA1987'REFERENCE MARK NO 2 IS 61.22 FT N OF THE STATION ON THE NORTH SLOPE OF
 JA1987'THE HILL.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED COLES NO
 JA1987'2 1946.
 JA1987'
 JA1987'THE AZIMUTH MARK IS SOUTH OF THE STATION, 20 FEET WEST OF A GRAVEL
 JA1987'ROAD, 6 FEET SOUTH OF A LANE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 JA1987'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COLES 1946.
 JA1987'
 JA1987'TO REACH FORM THE TENNYSON NATIONAL BANK, IN TENNYSON, GO NORTH ON
 JA1987'STATE HIGHWAY 161 FOR 0.05 MILE, TURN LEFT AND GO 0.7 MILE TO A CROSS
 JA1987'ROAD, TURN RIGHT AND GO 1.2 MILE TO A T-ROAD, TURN LEFT AND GO 0.25
 JA1987'MILE, THEN RIGHT 0.45 MILE TO TOP OF HILL AND ABANDONED HOUSE AT LEFT.
 JA1987'LEAVE THE ROAD AT THE ABANDONED HOUSE AND TURN SHARP RIGHT ON A WOODS
 JA1987'TRAIL, FOLLOW TRAIL TO THE TOP OF THE SOUTHWEST BUTTE, THEN TURN VERY
 JA1987'SHARP LEFT ON ANOTHER TRAIL WHICH LEADS FROM THE SOUTHWEST BUTTE TO
 JA1987'THE NORTHEAST BUTTE.  GO ABOUT 0.2 MILE TO TOP OF THE NORTHEAST BUTTE
 JA1987'AND STATION ON THE HIGHEST POINT.
 JA1987'
 JA1987'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1987
 JA1987                          STATION RECOVERY (2004)
 JA1987
 JA1987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CS)
 JA1987'BASED ON INFORMATION FROM THE DATA SHEET WHAT I HAVE FOUND IS ONE OF
 JA1987'THE TWO REFERENCE MARKS.  NOW THAT I KNOW THERE IS MORE I WILL GO AND
 JA1987'SEEK THEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2554 ***********************************************************************
 ME2554  DESIGNATION -  COLFAX
 ME2554  PID         -  ME2554
 ME2554  STATE/COUNTY-  IN/NEWTON
 ME2554  COUNTRY     -  US
 ME2554  USGS QUAD   -  FAIR OAKS (2019)
 ME2554
 ME2554                         *CURRENT SURVEY CONTROL
 ME2554  ______________________________________________________________________
 ME2554* NAD 83(1997) POSITION- 41 03 09.20274(N) 087 21 58.07067(W)   ADJUSTED
 ME2554* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2554  ______________________________________________________________________
 ME2554  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 ME2554  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 ME2554  HORZ ORDER      -  SECOND
 ME2554
 ME2554.The horizontal coordinates were established by classical geodetic methods
 ME2554.and adjusted by the National Geodetic Survey in May 1999.
 ME2554
 ME2554.The orthometric height was scaled from a topographic map.
 ME2554
 ME2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2554.GEOID18 height accuracy estimate available here.
 ME2554
 ME2554.Click photographs - Photos may exist for this station.
 ME2554
 ME2554.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2554
 ME2554. The following values were computed from the NAD 83(1997) position.
 ME2554
 ME2554;                    North         East     Units Scale Factor Converg.
 ME2554;SPC IN W     -   644,433.144   876,226.476   MT  0.99997362   -0 11 08.6
 ME2554;SPC IN W     - 2,114,277.74  2,874,753.03   sFT  0.99997362   -0 11 08.6
 ME2554;UTM  16      - 4,544,655.901   469,232.287   MT  0.99961165   -0 14 25.7
 ME2554
 ME2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2554!SPC IN W     -   0.99997248  x   0.99997362  =   0.99994610
 ME2554!UTM  16      -   0.99997248  x   0.99961165  =   0.99958414
 ME2554
 ME2554:                Primary Azimuth Mark                     Grid Az
 ME2554:SPC IN W     -  CONRAD                                   292 59 25.5
 ME2554:UTM  16      -  CONRAD                                   293 02 42.6
 ME2554
 ME2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6923244655(NAD 83)
 ME2554
 ME2554|---------------------------------------------------------------------|
 ME2554| PID    Reference Object                     Distance      Geod. Az  |
 ME2554|                                                           dddmmss.s |
 ME2554| CM3336 COLFAX RM 1                          28.561 METERS 09105     |
 ME2554| CM3337 COLFAX RM 2                          31.846 METERS 17401     |
 ME2554| CM3335 COLFAX AZ MK                                       2202232.7 |
 ME2554| ME2557 ENOS GRAIN CO ELEVATOR              APPROX. 7.9 KM 2374717.2 |
 ME2554| CM3338 COLFAX RM 3                           5.465 METERS 27954     |
 ME2554| ME2555 CONRAD                              APPROX. 7.6 KM 2924816.9 |
 ME2554|---------------------------------------------------------------------|
 ME2554
 ME2554                          SUPERSEDED SURVEY CONTROL
 ME2554
 ME2554  NAD 83(1986)-  41 03 09.20783(N)    087 21 58.07773(W) AD(       ) 2
 ME2554  NAD 27      -  41 03 09.08320(N)    087 21 57.97110(W) AD(       ) 2
 ME2554
 ME2554.Superseded values are not recommended for survey control.
 ME2554
 ME2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2554.See file dsdata.pdf to determine how the superseded data were derived.
 ME2554
 ME2554_MARKER: DS = TRIANGULATION STATION DISK
 ME2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2554_STAMPING: COLFAX 1952
 ME2554_MARK LOGO: CGS
 ME2554_PROJECTION: FLUSH
 ME2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2554+STABILITY: SURFACE MOTION
 ME2554
 ME2554  HISTORY     - Date     Condition        Report By
 ME2554  HISTORY     - 1952     MONUMENTED       CGS
 ME2554  HISTORY     - 1967     GOOD             CGS
 ME2554
 ME2554                          STATION DESCRIPTION
 ME2554
 ME2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2554'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ENOS ON THE GREENACRE
 ME2554'FARM WHICH IS THE PROPERTY OF MAJOR RAFFERTY.  IT IS ABOUT 0.15 MILE
 ME2554'NORTHEAST OF THE FARM BUILDINGS, 121 FEET NORTH OF THE CENTER OF A
 ME2554'FARM ROAD, 28 FEET SOUTHEAST OF A WINDMILL, 25 FEET EAST OF A CONCRETE
 ME2554'STORAGE TANK AND 18 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 ME2554'FLUSH AND THE DISK IS STAMPED COLFAX 1952.
 ME2554'
 ME2554'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF A FARM ROAD.  THE MARK IS
 ME2554'FLUSH AND THE DISK IS STAMPED COLFAX NO 1 1952.
 ME2554'
 ME2554'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF A FARM ROAD.  THE MARK IS
 ME2554'FLUSH AND THE DISK IS STAMPED COLFAX NO 2 1952.
 ME2554'
 ME2554'AZIMUTH MARK IS 24 FEET WEST OF CENTER OF A GRAVEL ROAD, 3 FEET NORTH
 ME2554'OF A WHITE WITNESS POST, 1 FOOT NORTH OF A POWER POLE AND 1 FOOT EAST
 ME2554'OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2554'COLFAX 1952.
 ME2554'
 ME2554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2554'HIGHWAY 14 IN ENOS, GO EAST ON HIGHWAY 14 FOR 3.0 MILES TO A GRAVEL
 ME2554'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.4 MILES TO A
 ME2554'CROSSROAD.  TURN RIGHT AND GO EAST FOR 1.1 MILES TO A T-ROAD
 ME2554'INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.8 MILE TO THE AZIMUTH MARK
 ME2554'ON THE LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.1 MILE TO A DRIVEWAY
 ME2554'RIGHT TO THE FARM BUILDINGS.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO
 ME2554'THE EAST SIDE OF FARM BUILDINGS.  PASS THROUGH TWO GATES AND GO
 ME2554'NORTHEAST ON FARM ROAD FOR 0.15 MILE TO THE WINDMILL AND STORAGE TANK
 ME2554'AND THE STATION AS DESCRIBED.
 ME2554'
 ME2554'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2554
 ME2554                          STATION RECOVERY (1967)
 ME2554
 ME2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2554'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 ME2554'GOOD CONDITION.  REFERENCE MARK 1 NOW PROJECTS 18 INCHES AND IT IS
 ME2554'THOUGHT THAT IT MAY BE KNOCKED OUT IN THE FUTURE BY CATTLE AND THE
 ME2554'SAND BLOWING OUT FROM AROUND IT.  REFERENCE MARK 3 SET.  THE AZIMUTH
 ME2554'MARK IS OBSTRUCTED BY A TREE IN FARM YARD.  THE DISTANCE TO THE
 ME2554'REFERENCE MARKS CHECKED AND THE DIRECTION BETWEEN THEM CHECKED.  THE
 ME2554'DESCRIPTION IS GOOD WITH BELOW.
 ME2554'
 ME2554'STATION MARK 3 INCHES UNDERGROUND AND 18 FEET EAST OF A METAL WITNESS
 ME2554'POST.
 ME2554'
 ME2554'REFERENCE MARK 1 PROJECTS 18 INCHES.
 ME2554'
 ME2554'REFERENCE MARK 2 PARTIALLY COVERED BY GRASS AND SAND.
 ME2554'
 ME2554'THE AZIMUTH MARK IS 63 FEET SOUTH OF A FENCE CORNER, 60 FEET SOUTHWEST
 ME2554'OF THE INTERSECTION OF THE ROAD AND A DRIVEWAY EAST, 1 FOOT NORTH OF A
 ME2554'METAL WITNESS POST AND PROJECTS 12 INCHES.
 ME2554'
 ME2554'REFERENCE MARK 3 IS 19 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 ME2554'WINDMILL, 8 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE TANK, 1
 ME2554'FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 ME2554'MONUMENT IS FLUSH AND THE DISK IS STAMPED COLFAX 1952 NO 3 1967.
 ME2554'
 ME2554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES NORTHEAST
 ME2554'OF ENOS.
 ME2554'
 ME2554'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2566 ***********************************************************************
 LB2566  DESIGNATION -  COLFAX MUNICIPAL TANK
 LB2566  PID         -  LB2566
 LB2566  STATE/COUNTY-  IN/CLINTON
 LB2566  COUNTRY     -  US
 LB2566  USGS QUAD   -  COLFAX (2019)
 LB2566
 LB2566                         *CURRENT SURVEY CONTROL
 LB2566  ______________________________________________________________________
 LB2566* NAD 83(1997) POSITION- 40 11 37.36356(N) 086 39 58.43642(W)   ADJUSTED
 LB2566  ______________________________________________________________________
 LB2566  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 LB2566  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 LB2566  HORZ ORDER      -  THIRD
 LB2566
 LB2566.The horizontal coordinates were established by classical geodetic methods
 LB2566.and adjusted by the National Geodetic Survey in May 1999.
 LB2566
 LB2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2566.GEOID18 height accuracy estimate available here.
 LB2566
 LB2566.Click photographs - Photos may exist for this station.
 LB2566
 LB2566.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2566
 LB2566. The following values were computed from the NAD 83(1997) position.
 LB2566
 LB2566;                    North         East     Units Scale Factor Converg.
 LB2566;SPC IN W     -   549,109.463   935,515.880   MT  0.99998219   +0 16 09.1
 LB2566;SPC IN W     - 1,801,536.63  3,069,271.68   sFT  0.99998219   +0 16 09.1
 LB2566;UTM  16      - 4,449,311.131   528,409.665   MT  0.99960994   +0 12 55.5
 LB2566
 LB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2840949311(NAD 83)
 LB2566
 LB2566                          SUPERSEDED SURVEY CONTROL
 LB2566
 LB2566  NAD 83(1986)-  40 11 37.37035(N)    086 39 58.44902(W) AD(       ) 3
 LB2566  NAD 27      -  40 11 37.23500(N)    086 39 58.43600(W) AD(       ) 3
 LB2566
 LB2566.Superseded values are not recommended for survey control.
 LB2566
 LB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2566.See file dsdata.pdf to determine how the superseded data were derived.
 LB2566
 LB2566_MARKER: 53 = ELEVATED TANK
 LB2566
 LB2566  HISTORY     - Date     Condition        Report By
 LB2566  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2566
 LB2566                          STATION DESCRIPTION
 LB2566
 LB2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2566'THIS STATION IS A WATER TANK IN THE VILLAGE OF COLFAX.  IT IS LOCATED
 LB2566'IN THE NE ANGLE OF OAKLAND AND RAILROAD STREETS, 250 FEET N OF THE
 LB2566'CENTER LINE OF OAKLAND STREET, 180 FEET E OF RAILROAD STREET AND 50
 LB2566'FEET E OF THE PENNSYLVANIA RAILROAD TRACKS.
 LB2566'
 LB2566'THE TANK HAS FOUR STEEL TRUSSWORK LEGS ABOUT 100 FEET HIGH, THE
 LB2566'VERTICAL SECTION IS ABOUT 30 FEET HIGH PAINTED SILVER WITH THE WORD
 LB2566'COLFAX IN BLACK LETTERS ON THE W AND E SIDES.  THE OVAL SECTION
 LB2566'EXTENDS DOWN ABOUT 10 FEET, THE CONICAL ROOF HAS A SILVER BALL AT
 LB2566'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1231 ***********************************************************************
 JZ1231  DESIGNATION -  COLLEGE
 JZ1231  PID         -  JZ1231
 JZ1231  STATE/COUNTY-  IN/WAYNE
 JZ1231  COUNTRY     -  US
 JZ1231  USGS QUAD   -  RICHMOND (2019)
 JZ1231
 JZ1231                         *CURRENT SURVEY CONTROL
 JZ1231  ______________________________________________________________________
 JZ1231* NAD 83(1986) POSITION- 39 49 27.2    (N) 084 54 53.0    (W)   HD_HELD2
 JZ1231* NAVD 88 ORTHO HEIGHT -   298.947 (meters)      980.80  (feet) ADJUSTED
 JZ1231  ______________________________________________________________________
 JZ1231  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 JZ1231  DYNAMIC HEIGHT  -        298.774 (meters)      980.23  (feet) COMP
 JZ1231  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 JZ1231
 JZ1231  VERT ORDER      -  SECOND    CLASS 0
 JZ1231
 JZ1231.The horizontal coordinates were established by autonomous hand held GPS
 JZ1231.observations and have an estimated accuracy of +/- 10 meters.
 JZ1231
 JZ1231.The orthometric height was determined by differential leveling and
 JZ1231.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1231.in June 1991.
 JZ1231
 JZ1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1231.GEOID18 height accuracy estimate available here.
 JZ1231
 JZ1231.Click photographs - Photos may exist for this station.
 JZ1231
 JZ1231.The dynamic height is computed by dividing the NAVD 88
 JZ1231.geopotential number by the normal gravity value computed on the
 JZ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1231.degrees latitude (g = 980.6199 gals.).
 JZ1231
 JZ1231.The modeled gravity was interpolated from observed gravity values.
 JZ1231
 JZ1231;                    North         East    Units  Estimated Accuracy
 JZ1231;SPC IN E     -   508,272.      164,374.      MT  (+/- 10 meters HH2 GPS)
 JZ1231
 JZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7846110328(NAD 83)
 JZ1231
 JZ1231                          SUPERSEDED SURVEY CONTROL
 JZ1231
 JZ1231  NGVD 29 (??/??/92)  299.096  (m)          981.28   (f) ADJ UNCH    2 0
 JZ1231
 JZ1231.Superseded values are not recommended for survey control.
 JZ1231
 JZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1231.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1231
 JZ1231_MARKER: DB = BENCH MARK DISK
 JZ1231_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1231+WITH SETTING: PAVEMENT
 JZ1231_SP_SET: COLUMN FOOTING
 JZ1231_STAMPING: COLLEGE 1936
 JZ1231_MARK LOGO: CGS
 JZ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1231+STABILITY: SURFACE MOTION
 JZ1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1231+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 JZ1231
 JZ1231  HISTORY     - Date     Condition        Report By
 JZ1231  HISTORY     - 1936     MONUMENTED       CGS
 JZ1231  HISTORY     - 1942     GOOD             CGS
 JZ1231  HISTORY     - 20021128 GOOD             GEOCAC
 JZ1231
 JZ1231                          STATION DESCRIPTION
 JZ1231
 JZ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1231'1.8 MI W FROM RICHMOND.
 JZ1231'1.8 MILES WEST ALONG A ROAD FROM THE CITY HALL AT RICHMOND, WAYNE
 JZ1231'COUNTY, AT EARLHAM COLLEGE, AT THE WEST ENTRANCE TO CARPENTER
 JZ1231'HALL, 26 YARDS NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 JZ1231'BETWEEN THE FOOTINGS OF THE TWO PILLARS ON THE NORTH SIDE OF THE
 JZ1231'ENTRANCE AND 3.4 FEET NORTH OF THE CENTER OF THE DOORWAY.  A
 JZ1231'STANDARD DISK, STAMPED COLLEGE 1936.
 JZ1231
 JZ1231                          STATION RECOVERY (2002)
 JZ1231
 JZ1231'RECOVERY NOTE BY GEOCACHING 2002 (WJR)
 JZ1231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0680 ***********************************************************************
 MD0680  DESIGNATION -  COLUMBIA
 MD0680  PID         -  MD0680
 MD0680  STATE/COUNTY-  IN/WHITLEY
 MD0680  COUNTRY     -  US
 MD0680  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0680
 MD0680                         *CURRENT SURVEY CONTROL
 MD0680  ______________________________________________________________________
 MD0680* NAD 83(1997) POSITION- 41 09 25.79499(N) 085 29 48.42235(W)   ADJUSTED
 MD0680* NAVD 88 ORTHO HEIGHT -   265.836 (meters)      872.16  (feet) ADJUSTED
 MD0680  ______________________________________________________________________
 MD0680  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 MD0680  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC18
 MD0680  DYNAMIC HEIGHT  -        265.733 (meters)      871.83  (feet) COMP
 MD0680  MODELED GRAVITY -    980,228.6   (mgal)                       NAVD 88
 MD0680
 MD0680  HORZ ORDER      -  SECOND
 MD0680  VERT ORDER      -  FIRST     CLASS I
 MD0680
 MD0680.The horizontal coordinates were established by classical geodetic methods
 MD0680.and adjusted by the National Geodetic Survey in May 1999.
 MD0680
 MD0680.The orthometric height was determined by differential leveling and
 MD0680.adjusted by the NATIONAL GEODETIC SURVEY
 MD0680.in April 1995.
 MD0680
 MD0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0680.GEOID18 height accuracy estimate available here.
 MD0680
 MD0680.Click photographs - Photos may exist for this station.
 MD0680
 MD0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0680
 MD0680.The dynamic height is computed by dividing the NAVD 88
 MD0680.geopotential number by the normal gravity value computed on the
 MD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0680.degrees latitude (g = 980.6199 gals.).
 MD0680
 MD0680.The modeled gravity was interpolated from observed gravity values.
 MD0680
 MD0680. The following values were computed from the NAD 83(1997) position.
 MD0680
 MD0680;                    North         East     Units Scale Factor Converg.
 MD0680;SPC IN E     -   656,025.583   114,258.633   MT  0.99996917   +0 06 42.5
 MD0680;SPC IN E     - 2,152,310.60    374,863.53   sFT  0.99996917   +0 06 42.5
 MD0680;UTM  16      - 4,557,293.141   626,123.954   MT  0.99979578   +0 59 22.0
 MD0680
 MD0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0680!SPC IN E     -   0.99996348  x   0.99996917  =   0.99993265
 MD0680!UTM  16      -   0.99996348  x   0.99979578  =   0.99975927
 MD0680
 MD0680:                Primary Azimuth Mark                     Grid Az
 MD0680:SPC IN E     -  NOBLE                                    028 12 02.6
 MD0680:UTM  16      -  NOBLE                                    027 19 23.1
 MD0680
 MD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2612357293(NAD 83)
 MD0680
 MD0680|---------------------------------------------------------------------|
 MD0680| PID    Reference Object                     Distance      Geod. Az  |
 MD0680|                                                           dddmmss.s |
 MD0680| MD0679 COLUMBIA RM 1                        37.112 METERS 00655     |
 MD0680| MD1618 NOBLE                               APPROX.14.8 KM 0281845.1 |
 MD0680| MD0682 COLUMBIA RM 2                        32.688 METERS 10331     |
 MD0680| MD0681 M 196                                30.062 METERS 20731     |
 MD0680| CC8474 COLUMBIA AZ MK                                     2275458.9 |
 MD0680|---------------------------------------------------------------------|
 MD0680
 MD0680                          SUPERSEDED SURVEY CONTROL
 MD0680
 MD0680  NAD 83(1995)-  41 09 25.79820(N)    085 29 48.42904(W) AD(       ) 2
 MD0680  NAD 83(1986)-  41 09 25.79797(N)    085 29 48.43348(W) AD(       ) 2
 MD0680  NAD 27      -  41 09 25.63060(N)    085 29 48.50920(W) AD(       ) 2
 MD0680  NAVD 88 (06/15/91)  265.832  (m)          872.15   (f) SUPERSEDED  1 1
 MD0680  NGVD 29 (01/19/93)  265.985  (m)          872.65   (f) ADJUSTED    1 1
 MD0680  NGVD 29 (??/??/92)  265.985  (m)          872.65   (f) SUPERSEDED  1 1
 MD0680  NGVD 29             265.98   (m)          872.6    (f) LEVELING    3  
 MD0680
 MD0680.Superseded values are not recommended for survey control.
 MD0680
 MD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0680.See file dsdata.pdf to determine how the superseded data were derived.
 MD0680
 MD0680_MARKER: DS = TRIANGULATION STATION DISK
 MD0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0680_STAMPING: COLUMBIA 1946
 MD0680_MARK LOGO: CGS
 MD0680_PROJECTION: FLUSH
 MD0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0680+STABILITY: SURFACE MOTION
 MD0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0680+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0680
 MD0680  HISTORY     - Date     Condition        Report By
 MD0680  HISTORY     - 1946     MONUMENTED       CGS
 MD0680  HISTORY     - 1963     GOOD             CGS
 MD0680  HISTORY     - 1966     GOOD             CGS
 MD0680  HISTORY     - 1968     GOOD             CGS
 MD0680  HISTORY     - 1968     GOOD             CGS
 MD0680  HISTORY     - 19921009 GOOD             NGS
 MD0680
 MD0680                          STATION DESCRIPTION
 MD0680
 MD0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0680'THIS STATION IS LOCATED IN THE CITY PARK ON THE WEST SIDE OF COLUMBIA
 MD0680'CITY.  IT IS 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 13
 MD0680'FEET NORTH OF A GUARD FENCE, AND 20 FEET EAST OF A GUARD FENCE.  THE
 MD0680'MARK IS FLUSH AND THE DISK IS STAMPED COLUMBIA 1946.
 MD0680'
 MD0680'REFERENCE MARK NO. 1 IS 121.76 FEET NORTH OF THE STATION.  IT IS IN
 MD0680'THE GUARD RAIL FENCE LINE, 35 FEET EAST OF THE PARK GATE.  THE MARK
 MD0680'PROJECTS 2 INCHES AND THE DISK IS STAMPED COLUMBIA NO 1 1946.
 MD0680'
 MD0680'REFERENCE MARK NO. 2 IS 106.28 FEET SOUTHEAST OF THE STATION.  IT IS
 MD0680'38 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 30 AND 1 FOOT NORTH OF
 MD0680'A GUARD FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MD0680'COLUMBIA NO 2 1946.
 MD0680'
 MD0680'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION.
 MD0680'IT IS 70 FEET SOUTHEAST OF THE INTERSECTION OF A T-ROAD AND 4 FEET
 MD0680'EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD0680'STAMPED COLUMBIA 1946.
 MD0680'
 MD0680'M-196 (USC AND GS) BENCH MAK IS 98.63 FEET SOUTHWEST OF THE STATION.
 MD0680'IT IS 41 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30, AND 5 FEET
 MD0680'EAST OF A CYCLONE FENCE CORNER.  IT IS A STANDARD U.S.C. AND G.S BENCH
 MD0680'MARK, PROJECTING 2 INCHES AND THE DISK IS STAMPED M 196 1946.
 MD0680'
 MD0680'TO REACH THE STATION FROM THE WHITLEY COUNTY COURTHOUSE IN COLUMBIA
 MD0680'CITY, GO WEST U.S. HIGHWAY 30 FOR 0.4 MILE TO THE ENTRANCE OF THE CITY
 MD0680'PARK AND STATION ON RIGHT AS DESCRIBED.
 MD0680'
 MD0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON A MACADAM
 MD0680'ROAD TO A T-ROAD INTERSECTION AND THE AZIMUTH ON LEFT AS DESCRIBED.
 MD0680'
 MD0680'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0680
 MD0680                          STATION RECOVERY (1963)
 MD0680
 MD0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0680'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0680'DESCRIBED, EXCEPT THAT BENCH MARK M 196 MAY APPARENTLY HAVE BEEN
 MD0680'DISTURBED, AND AZIMUTH MARK WAS NOT FOUND.
 MD0680'
 MD0680'ABOUT 0.4 MILE W ALONG VAN BUREN STREET FROM NW CORNER OF THE
 MD0680'COURTHOUSE SQUARE IN COLUMBIA CITY, IN THE SW CORNER OF THE PARKING
 MD0680'LOT ON THE HILL IN JOHN W.  BAKER MEMORIAL CITY PARK, 57 FEET N OF
 MD0680'CENTER LINE OF THE 36-FOOT PAVEMENT OF STREET, 12 FEET N OF A POSTS
 MD0680'ONLY GUARD FENCE, ABOUT 4.3 FEET HIGHER THAN STREET, 162 FEET W OF
 MD0680'CENTER LINE OF DRIVEWAY OR STREET ON E SIDE OF PARK, STANDARD DISKS
 MD0680'STAMPED COLUMBIA 1946 IN NOTES 1A AND 7A MARKS WITH THE UPPER MARK 0.1
 MD0680'FOOT UNDERGROUND.
 MD0680'
 MD0680'REFERENCE STAMPED COLUMBIA NO. 1 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD0680'121.70 FEET OR 37.094 METERS N IN AZIMUTH 186 DEG 51 MIN FROM STATION,
 MD0680'34.7 FEET E OF E SIDE OF S ONE OF TWO 2-1/2-FOOT-SQUARE STONE MASONRY
 MD0680'LAMP-GATEPOSTS, 8 FEET S OF CENTER LINE OF WALKWAY, AND IN THE LINE OF
 MD0680'A POSTS-ONLY GUARD FENCE.
 MD0680'
 MD0680'REFERENCE STAMPED COLUMBIA NO. 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD0680'106.28 FEET OR 32.394 METERS E IN AZIMUTH 283 DEG 27 MIN FROM STATION,
 MD0680'39 FEET N OF CENTER LINE OF VAN BUREN ST., AND 56 FEET W OF CENTER
 MD0680'LINE OF DRIVEWAY OR STREET ALONG E SIDE OF THE PARK.
 MD0680'
 MD0680'COAST SURVEY BENCH MARK STAMPED M 196 1946, IS 99.80 FEET OR 30.419
 MD0680'METERS SSW IN AZIMUTH 27 DEG 31 MIN FROM STATION, 35 FEET SSW OF HERE
 MD0680'SLIGHTLY NARROWED 34-FOOT PAVEMENT, 10.3 FEET NNW OF NE CORNER OF
 MD0680'CYCLONE FENCE AROUND TENNIS COURTS, 4.5 FEET W OF PROJECTED LINE OF
 MD0680'FENCE FROM THE S, CHIPPED ON TOP AND APPARENTLY TILTED SLIGHTLY
 MD0680'SOUTHEASTERLY, IT IS FLUSH.
 MD0680
 MD0680                          STATION RECOVERY (1966)
 MD0680
 MD0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MD0680'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 MD0680'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  BENCH
 MD0680'MARK M 196 1946 WAS FOUND DISTURBED, IT IS 10 FEET NORTHWEST OF THE
 MD0680'NORTHEAST CORNER OF A CYCLONE FENCE.  THE AZIMUTH MARK WAS NOT
 MD0680'RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED WHEN ROAD WAS
 MD0680'WIDENED.  NO OBJECTS WERE VISIBLE FROM THE STATION SO A NEW AZIMUTH
 MD0680'MARK COULD NOT BE SET.
 MD0680'
 MD0680'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 MD0680
 MD0680                          STATION RECOVERY (1968)
 MD0680
 MD0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0680'THE STATION, REFERENCE MARKS NO. 1 AND 2 WERE ALL RECOVERED AND IN
 MD0680'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.
 MD0680'
 MD0680'THE STATION LOCATED AT COLUMBIA CITY, AT THE EAST END OF THE JOHN W
 MD0680'BAKER MEMORIAL PARK, THE STATION MAY BE REACHED BY GOING 0.4 MILE WEST
 MD0680'ALONG VAN BUREN STREET FROM THE COURTHOUSE, ABOUT 120 YARDS WEST OF
 MD0680'THE INTERSECTION OF VAN BUREN AND OAK STREET, 59 FEET NORTH OF THE
 MD0680'CENTER LINE OF VAN BUREN STREET, 65 FEET SOUTHEAST OF A METAL POLE
 MD0680'WITH A SWING ATTACHED, 20-1/2 FEET NORTHEAST OF THE FENCE CORNER AT
 MD0680'THE SOUTHEAST CORNER OF THE PARK, 12 FEET NORTH OF A METAL WITNESS
 MD0680'POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 MD0680'CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.  THE DISK IS
 MD0680'STAMPED COLUMBIA 1946.
 MD0680'
 MD0680'RM NO. 1 IS 121.8 FEET NORTH OF THE STATION MARK DESCRIBED, 42.8 FEET
 MD0680'SOUTH OF A WHITE METAL BUILDING WITH A GREEN ROOF, 34.5 FEET EAST OF
 MD0680'THE NORTHEAST CORNER OF TWO LARGE STONE POST AT ENTRANCE TO PARK, SET
 MD0680'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 MD0680'GROUND.  THE DISK IS STAMPED COLUMBIA NO 1 1946.
 MD0680'
 MD0680'RM 2 IS 106.2 FEET SOUTHEAST OF THE STATION MARK, 42 FEET NORTH OF THE
 MD0680'CENTER LINE OF VAN BUREN STREET, 55-1/2 FEET WEST OF THE CENTER LINE
 MD0680'OF A NARROW STREET LEADING NORTH, 41 FEET NORTHWEST OF A FIRE HYDRANT,
 MD0680'1-1/2 FEET NORTH OF A POLE FENCE, 5 FEET ABOVE THE LEVEL OF THE
 MD0680'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD0680'THE LEVEL OF THE GROUND.  THE DISK IS STAMPED COLUMBIA NO 2 1946.
 MD0680'
 MD0680'AS PREVIOUSLY MENTIONED THE AZIMUTH MARK WAS NOT RECOVERED.
 MD0680
 MD0680                          STATION RECOVERY (1968)
 MD0680
 MD0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0680'AT COLUMBIA CITY.
 MD0680'AT COLUMBIA CITY, ABOUT 0.4 MILE WEST ALONG VAN BUREN STREET
 MD0680'FROM THE COURTHOUSE, ABOUT 120 YARDS WEST OF THE INTERSECTION
 MD0680'OF OAK STREET, AT THE EAST END OF THE JOHN W BAKER MEMORIAL PARK,
 MD0680'59 FEET NORTH OF THE CENTER LINE OF THE STREET, 65 FEET SOUTHEAST
 MD0680'OF A METAL POLE WITH A SWING, 20 1/2 FEET NORTHEAST OF THE
 MD0680'FENCE CORNER AT THE SOUTHEAST CORNER OF THE PARK, 12 FEET NORTH
 MD0680'OF A METAL WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY
 MD0680'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL
 MD0680'OF THE GROUND.  IN SECTION 10, R 9 E, T 31 N.
 MD0680
 MD0680                          STATION RECOVERY (1992)
 MD0680
 MD0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0680'IN COLUMBIA CITY, AT THE INTERSECTION OF VAN BUREN AND MCDONALD
 MD0680'STREETS, 49.0 M (160.8 FT) WEST OF THE CENTER OF MCDONALD STREET,
 MD0680'22.1 M (72.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE FRATERNAL ORDER
 MD0680'OF POLICE LODGE 131, 17.3 M (56.8 FT) NORTH OF THE CENTERLINE OF VAN
 MD0680'BUREN STREET, 4.7 M (15.4 FT) NORTHEAST OF A SIGN, 3.65 M (11.98 FT)
 MD0680'NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 MD0680'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0679 ***********************************************************************
 MD0679  DESIGNATION -  COLUMBIA RM 1
 MD0679  PID         -  MD0679
 MD0679  STATE/COUNTY-  IN/WHITLEY
 MD0679  COUNTRY     -  US
 MD0679  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0679
 MD0679                         *CURRENT SURVEY CONTROL
 MD0679  ______________________________________________________________________
 MD0679* NAD 83(1986) POSITION- 41 09 26.99   (N) 085 29 48.23   (W)   HD_HELD1
 MD0679* NAVD 88 ORTHO HEIGHT -   265.905 (meters)      872.39  (feet) ADJUSTED
 MD0679  ______________________________________________________________________
 MD0679  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 MD0679  DYNAMIC HEIGHT  -        265.802 (meters)      872.05  (feet) COMP
 MD0679  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 MD0679
 MD0679  VERT ORDER      -  FIRST     CLASS I
 MD0679
 MD0679.The horizontal coordinates were determined by differentially corrected
 MD0679.hand held GPS observations or other comparable positioning techniques
 MD0679.and have an estimated accuracy of +/- 3 meters.
 MD0679
 MD0679.The orthometric height was determined by differential leveling and
 MD0679.adjusted by the NATIONAL GEODETIC SURVEY
 MD0679.in April 1995.
 MD0679
 MD0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0679.GEOID18 height accuracy estimate available here.
 MD0679
 MD0679.Click photographs - Photos may exist for this station.
 MD0679
 MD0679.The dynamic height is computed by dividing the NAVD 88
 MD0679.geopotential number by the normal gravity value computed on the
 MD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0679.degrees latitude (g = 980.6199 gals.).
 MD0679
 MD0679.The modeled gravity was interpolated from observed gravity values.
 MD0679
 MD0679;                    North         East    Units  Estimated Accuracy
 MD0679;SPC IN E     -   656,062.5     114,263.0     MT  (+/- 3 meters HH1 GPS) 
 MD0679
 MD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2612757330(NAD 83)
 MD0679
 MD0679                          SUPERSEDED SURVEY CONTROL
 MD0679
 MD0679  NAVD 88 (06/15/91)  265.906  (m)          872.39   (f) SUPERSEDED  1 1
 MD0679  NGVD 29 (01/19/93)  266.059  (m)          872.90   (f) ADJUSTED    1 1
 MD0679  NGVD 29 (??/??/92)  266.059  (m)          872.90   (f) SUPERSEDED  1 1
 MD0679
 MD0679.Superseded values are not recommended for survey control.
 MD0679
 MD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0679.See file dsdata.pdf to determine how the superseded data were derived.
 MD0679
 MD0679_MARKER: DR = REFERENCE MARK DISK
 MD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0679_STAMPING: COLUMBIA NO 1 1946
 MD0679_MARK LOGO: CGS
 MD0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0679+STABILITY: SURFACE MOTION
 MD0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0679+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0679
 MD0679  HISTORY     - Date     Condition        Report By
 MD0679  HISTORY     - 1946     MONUMENTED       CGS
 MD0679  HISTORY     - 1968     GOOD             CGS
 MD0679  HISTORY     - 19921009 GOOD             NGS
 MD0679
 MD0679                          STATION DESCRIPTION
 MD0679
 MD0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0679'AT COLUMBIA CITY.
 MD0679'AT COLUMBIA CITY, ABOUT 0.4 MILE WEST ALONG VAN BUREN STREET FROM
 MD0679'THE COURTHOUSE, IN SECTION 10, R 9 E, T 31 N, 121.8 FEET NORTH
 MD0679'OF THE STATION MARK DESCRIBED, 42.8 FEET SOUTH OF A WHITE METAL
 MD0679'WITNESS BUILDING WITH A GREEN ROOF, 34.5 FEET EAST OF THE
 MD0679'NORTHEAST CORNER OF THE SOUTH ONE OF TWO LARGE STONE POST AT
 MD0679'ENTRANCE TO PARK, ABOUT LEVEL WITH THE PARK ENTRANCE AND SET IN
 MD0679'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 MD0679'THE GROUND.  NOTE-- THE DISK IS AN AZIMUTH MARK DISK USED AS AN
 MD0679'RM DISK.
 MD0679
 MD0679                          STATION RECOVERY (1992)
 MD0679
 MD0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0679'IN COLUMBIA CITY, AT THE INTERSECTION OF VAN BUREN AND MCDONALD
 MD0679'STREETS, 54.4 M (178.5 FT) NORTH OF THE CENTER OF VAN BUREN STREET,
 MD0679'44.6 M (146.3 FT) WEST OF THE CENTER OF MCDONALD STREET, 37.1 M
 MD0679'(121.7 FT) NORTHEAST OF TRIANGULATION STATION COLUMBIA, 13.0 M (42.7
 MD0679'FT) SOUTH OF THE SOUTHWEST CORNER OF A METAL BUILDING, 10.5 M (34.4
 MD0679'FT) EAST OF THE NORTHEAST CORNER OF THE SOUTH PILLAR AT THE ENTRANCE
 MD0679'TO A PARK, 4.4 M (14.4 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 MD0679'FRATERNAL ORDER OF POLICE LODGE 131, 2.4 M (7.9 FT) NORTH OF THE
 MD0679'NORTH FACE OF THE BUILDING, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 MD0679'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0682 ***********************************************************************
 MD0682  FBN         -  This is a Federal Base Network Control Station.
 MD0682  DESIGNATION -  COLUMBIA RM 2
 MD0682  PID         -  MD0682
 MD0682  STATE/COUNTY-  IN/WHITLEY
 MD0682  COUNTRY     -  US
 MD0682  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0682
 MD0682                         *CURRENT SURVEY CONTROL
 MD0682  ______________________________________________________________________
 MD0682* NAD 83(2011) POSITION- 41 09 25.55033(N) 085 29 47.07032(W)   ADJUSTED
 MD0682* NAD 83(2011) ELLIP HT-   233.438 (meters)        (06/27/12)   ADJUSTED
 MD0682* NAD 83(2011) EPOCH   -  2010.00
 MD0682* NAVD 88 ORTHO HEIGHT -   266.456 (meters)      874.20  (feet) ADJUSTED
 MD0682  ______________________________________________________________________
 MD0682  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 MD0682  NAD 83(2011) X  -    377,634.089 (meters)                     COMP
 MD0682  NAD 83(2011) Y  - -4,794,453.658 (meters)                     COMP
 MD0682  NAD 83(2011) Z  -  4,175,728.172 (meters)                     COMP
 MD0682  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 MD0682  DYNAMIC HEIGHT  -        266.352 (meters)      873.86  (feet) COMP
 MD0682  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 MD0682
 MD0682  VERT ORDER      -  FIRST     CLASS I
 MD0682
 MD0682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0682  Standards:
 MD0682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0682  -------------------------------------------------------------------
 MD0682  NETWORK    0.33   0.73           0.15   0.12   0.37      0.00184631
 MD0682  -------------------------------------------------------------------
 MD0682  Click here for local accuracies and other accuracy information.
 MD0682
 MD0682.The horizontal coordinates were established by GPS observations
 MD0682.and adjusted by the National Geodetic Survey in June 2012.
 MD0682
 MD0682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0682.been affixed to the stable North American tectonic plate. See 
 MD0682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0682
 MD0682.The horizontal coordinates are valid at the epoch date displayed above
 MD0682.which is a decimal equivalence of Year/Month/Day.
 MD0682
 MD0682.The orthometric height was determined by differential leveling and
 MD0682.adjusted by the NATIONAL GEODETIC SURVEY
 MD0682.in April 1995.
 MD0682
 MD0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0682.GEOID18 height accuracy estimate available here.
 MD0682
 MD0682.Click photographs - Photos may exist for this station.
 MD0682
 MD0682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0682
 MD0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0682
 MD0682.The ellipsoidal height was determined by GPS observations
 MD0682.and is referenced to NAD 83.
 MD0682
 MD0682.The dynamic height is computed by dividing the NAVD 88
 MD0682.geopotential number by the normal gravity value computed on the
 MD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0682.degrees latitude (g = 980.6199 gals.).
 MD0682
 MD0682.The modeled gravity was interpolated from observed gravity values.
 MD0682
 MD0682. The following values were computed from the NAD 83(2011) position.
 MD0682
 MD0682;                    North         East     Units Scale Factor Converg.
 MD0682;SPC IN E     -   656,018.097   114,290.169   MT  0.99996918   +0 06 43.4
 MD0682;SPC IN E     - 2,152,286.04    374,967.00   sFT  0.99996918   +0 06 43.4
 MD0682;UTM  16      - 4,557,286.140   626,155.596   MT  0.99979587   +0 59 22.9
 MD0682
 MD0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0682!SPC IN E     -   0.99996338  x   0.99996918  =   0.99993257
 MD0682!UTM  16      -   0.99996338  x   0.99979587  =   0.99975926
 MD0682
 MD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2615557286(NAD 83)
 MD0682
 MD0682                          SUPERSEDED SURVEY CONTROL
 MD0682
 MD0682  NAD 83(2007)-  41 09 25.55042(N)    085 29 47.07124(W) AD(2002.00) 0
 MD0682  ELLIP H (02/10/07)  233.458  (m)                       GP(2002.00)    
 MD0682  NAD 83(1997)-  41 09 25.55053(N)    085 29 47.07124(W) AD(       ) B
 MD0682  ELLIP H (04/10/98)  233.485  (m)                       GP(       ) 4 1
 MD0682  NAVD 88             266.46   (m)          874.2    (f) LEVELING    3  
 MD0682  NAVD 88 (06/15/91)  266.453  (m)          874.19   (f) SUPERSEDED  1 1
 MD0682  NGVD 29 (01/19/93)  266.606  (m)          874.69   (f) ADJUSTED    1 1
 MD0682  NGVD 29 (??/??/92)  266.606  (m)          874.69   (f) SUPERSEDED  1 1
 MD0682
 MD0682.Superseded values are not recommended for survey control.
 MD0682
 MD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0682.See file dsdata.pdf to determine how the superseded data were derived.
 MD0682
 MD0682_MARKER: DR = REFERENCE MARK DISK
 MD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0682_STAMPING: COLUMBIA 1946 NO.2
 MD0682_MARK LOGO: CGS
 MD0682_PROJECTION: FLUSH
 MD0682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0682+STABILITY: SURFACE MOTION
 MD0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0682+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 MD0682
 MD0682  HISTORY     - Date     Condition        Report By
 MD0682  HISTORY     - 1946     MONUMENTED       CGS
 MD0682  HISTORY     - 1968     GOOD             CGS
 MD0682  HISTORY     - 19921009 GOOD             NGS
 MD0682  HISTORY     - 19970514 GOOD             NGS
 MD0682  HISTORY     - 19980725 GOOD             WOOLPT
 MD0682  HISTORY     - 20030214 GOOD             GEOCAC
 MD0682  HISTORY     - 20030619 GOOD             NGS
 MD0682  HISTORY     - 20090521 GOOD             WOOLPT
 MD0682  HISTORY     - 20140722 GOOD             GRWAS
 MD0682  HISTORY     - 20180201 GOOD             INDOT
 MD0682
 MD0682                          STATION DESCRIPTION
 MD0682
 MD0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0682'AT COLUMBIA CITY.
 MD0682'AT COLUMBIA CITY, ABOUT 0.4 MILE WEST ALONG VAN BUREN STREET
 MD0682'FROM THE COURTHOUSE, IN SECTION 10, R 9 E, T 31 N, 106.2 FEET
 MD0682'SOUTHEAST OF THE STATION MARK DESCRIBED, 42 FEET NORTH OF THE
 MD0682'CENTER LINE OF THE STREET, 55 1/2 FEET WEST OF THE CENTER
 MD0682'LINE OF A NARROW STREET LEADING NORTH, 41 FEET NORTHWEST OF A
 MD0682'FIRE PLUG, 1 1/2 FEET NORTH OF A POLE FENCE, 5 FEET ABOVE THE
 MD0682'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 MD0682'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0682
 MD0682                          STATION RECOVERY (1992)
 MD0682
 MD0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0682'IN COLUMBIA CITY, AT THE INTERSECTION OF VAN BUREN AND MCDONALD
 MD0682'STREETS, 32.4 M (106.3 FT) SOUTHEAST OF TRIANGULATION STATION
 MD0682'COLUMBIA, 29.5 M (96.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 MD0682'THE FRATERNAL ORDER OF POLICE LODGE 131, 17.0 M (55.8 FT) WEST OF THE
 MD0682'CENTERLINE OF MCDONALD STREET, 12.4 M (40.7 FT) NORTH OF THE CENTER
 MD0682'OF VAN BUREN STREET, 7.3 M (24.0 FT) WEST-SOUTHWEST OF UTILITY POLE
 MD0682'NUMBER M10G569 WITH A TRANSFORMER, 4.5 M (14.8 FT) NORTHEAST OF A
 MD0682'UTILITY LIGHT POLE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MD0682'SURFACE.
 MD0682
 MD0682                          STATION RECOVERY (1997)
 MD0682
 MD0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MD0682'THE STATION IS LOCATED IN COLUMBIA CITY, IN THE NORTHWEST QUADRANT OF
 MD0682'THE INTERSECTION OF VAN BUREN ST AND N. MCDONALD AV, JUST
 MD0682'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PARKING LOT AT THE
 MD0682'FRATERNAL ORDER OF POLICE NO. 131 LITTLE TURTLE SCOUT LODGE BUILDING.
 MD0682'OWNERSHIP--STATE OF INDIANA.  TO REACH THE STATION FROM THE JUNCTION
 MD0682'OF STATE HIGHWAYS 9 (MAIN ST.) AND 205 (VAN BUREN ST.) NEAR THE
 MD0682'NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN COLUMBIA CITY, GO WEST
 MD0682'FOR 0.64 KM (0.40 MI) ON VAN BUREN STREET TO N.  MCDONALD AVENUE ON
 MD0682'THE RIGHT.  TURN RIGHT, NORTH FOR ABOUT 30.0 M (98.4 FT) TO THE LODGE
 MD0682'ENTRANCE AND PARKING LOT ON THE LEFT.  TURN LEFT, MAKING A U-TURN, TO
 MD0682'THE SOUTHEAST CORNER OF THE LOT AND THE STATION, JUST SOUTH OF THE
 MD0682'SOUTH EDGE OF THE LOT.  STATION IS 29.5 M (96.8 FT) SOUTH-SOUTHEAST OF
 MD0682'THE SOUTHEAST CORNER OF THE LODGE, 17.0 M (55.8 FT) WEST OF THE N.
 MD0682'MCDONALD AVENUE CENTER, 12.6 M (41.3 FT) WEST-NORTHWEST OF THE TOP
 MD0682'CENTER OF A FIRE HYDRANT, 12.3 M (40.4 FT) NORTH OF THE VAN BUREN
 MD0682'STREET CENTERLINE, 7.3 M (24.0 FT) WEST-SOUTHWEST OF A UTILITY POLE
 MD0682'WITH TRANSFORMER, 4.9 M (16.1 FT) WEST OF THE WEST END OF A RAILROAD
 MD0682'TIES WALL, 4.5 M (14.8 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH
 MD0682'STREET LIGHT AND WITNESS POST, 0.35 M (1.15 FT) SOUTH OF THE PARKING
 MD0682'LOT RAILROAD TIE BORDER, ABOUT 5 FT (1.5 M) ABOVE THE VAN BUREN STREET
 MD0682'LEVEL AND RECESSED ABOUT 3 CM BELOW GROUND.  NOTE--TRIANGULATION
 MD0682'STATION COLUMBIA IS NOW UNDER THE ASPHALT PARKING LOT.
 MD0682
 MD0682                          STATION RECOVERY (1998)
 MD0682
 MD0682'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (KRB)
 MD0682'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (KRB).
 MD0682
 MD0682                          STATION RECOVERY (2003)
 MD0682
 MD0682'RECOVERY NOTE BY GEOCACHING 2003
 MD0682'RECOVERED IN GOOD CONDITION.
 MD0682
 MD0682                          STATION RECOVERY (2003)
 MD0682
 MD0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 MD0682'RECOVERED AS DESCRIBED.
 MD0682
 MD0682                          STATION RECOVERY (2009)
 MD0682
 MD0682'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 MD0682'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MD0682
 MD0682                          STATION RECOVERY (2014)
 MD0682
 MD0682'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BRN)
 MD0682'RECOVERED AS DESCRIBED.
 MD0682
 MD0682                          STATION RECOVERY (2018)
 MD0682
 MD0682'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0682'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3371 ***********************************************************************
 JZ3371  DESIGNATION -  COLUMBUS CTHSE CENTER OF TOWER
 JZ3371  PID         -  JZ3371
 JZ3371  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3371  COUNTRY     -  US
 JZ3371  USGS QUAD   -  COLUMBUS (2019)
 JZ3371
 JZ3371                         *CURRENT SURVEY CONTROL
 JZ3371  ______________________________________________________________________
 JZ3371* NAD 83(1997) POSITION- 39 12 04.24292(N) 085 55 16.63620(W)   ADJUSTED
 JZ3371  ______________________________________________________________________
 JZ3371  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 JZ3371  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JZ3371  HORZ ORDER      -  THIRD
 JZ3371
 JZ3371.The horizontal coordinates were established by classical geodetic methods
 JZ3371.and adjusted by the National Geodetic Survey in May 1999.
 JZ3371
 JZ3371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3371.GEOID18 height accuracy estimate available here.
 JZ3371
 JZ3371.Click photographs - Photos may exist for this station.
 JZ3371
 JZ3371.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3371
 JZ3371. The following values were computed from the NAD 83(1997) position.
 JZ3371
 JZ3371;                    North         East     Units Scale Factor Converg.
 JZ3371;SPC IN E     -   438,860.760    78,006.400   MT  0.99997262   -0 09 39.4
 JZ3371;SPC IN E     - 1,439,829.01    255,926.00   sFT  0.99997262   -0 09 39.4
 JZ3371;UTM  16      - 4,339,656.194   593,143.607   MT  0.99970682   +0 40 54.6
 JZ3371
 JZ3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9314339656(NAD 83)
 JZ3371
 JZ3371                          SUPERSEDED SURVEY CONTROL
 JZ3371
 JZ3371  NAD 83(1993)-  39 12 04.24365(N)    085 55 16.76430(W) AD(       ) 3
 JZ3371  NAD 83(1986)-  39 12 04.24377(N)    085 55 16.77343(W) AD(       ) 3
 JZ3371  NAD 27      -  39 12 04.06300(N)    085 55 16.71700(W) AD(       ) 3
 JZ3371  USSD        -  39 12 04.15100(N)    085 55 16.57700(W) AD(       ) 3
 JZ3371
 JZ3371.Superseded values are not recommended for survey control.
 JZ3371
 JZ3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3371.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3371
 JZ3371_MARKER: 55 = TOWER
 JZ3371
 JZ3371  HISTORY     - Date     Condition        Report By
 JZ3371  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3371  HISTORY     - 20041127 GOOD             GEOCAC
 JZ3371
 JZ3371                          STATION DESCRIPTION
 JZ3371
 JZ3371'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3372 ***********************************************************************
 JZ3372  DESIGNATION -  COLUMBUS LUTHERAN CH SPIRE
 JZ3372  PID         -  JZ3372
 JZ3372  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3372  COUNTRY     -  US
 JZ3372  USGS QUAD   -  COLUMBUS (2019)
 JZ3372
 JZ3372                         *CURRENT SURVEY CONTROL
 JZ3372  ______________________________________________________________________
 JZ3372* NAD 83(1997) POSITION- 39 12 20.66473(N) 085 55 10.26362(W)   ADJUSTED
 JZ3372  ______________________________________________________________________
 JZ3372  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 JZ3372  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JZ3372  HORZ ORDER      -  THIRD
 JZ3372
 JZ3372.The horizontal coordinates were established by classical geodetic methods
 JZ3372.and adjusted by the National Geodetic Survey in May 1999.
 JZ3372
 JZ3372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3372.GEOID18 height accuracy estimate available here.
 JZ3372
 JZ3372.Click photographs - Photos may exist for this station.
 JZ3372
 JZ3372.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3372
 JZ3372. The following values were computed from the NAD 83(1997) position.
 JZ3372
 JZ3372;                    North         East     Units Scale Factor Converg.
 JZ3372;SPC IN E     -   439,366.743    78,160.715   MT  0.99997254   -0 09 35.4
 JZ3372;SPC IN E     - 1,441,489.06    256,432.28   sFT  0.99997254   -0 09 35.4
 JZ3372;UTM  16      - 4,340,164.258   593,290.424   MT  0.99970716   +0 40 58.9
 JZ3372
 JZ3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9329040164(NAD 83)
 JZ3372
 JZ3372                          SUPERSEDED SURVEY CONTROL
 JZ3372
 JZ3372  NAD 83(1993)-  39 12 20.67344(N)    085 55 10.39651(W) AD(       ) 3
 JZ3372  NAD 83(1986)-  39 12 20.66941(N)    085 55 10.40230(W) AD(       ) 3
 JZ3372  NAD 27      -  39 12 20.47900(N)    085 55 10.34100(W) AD(       ) 3
 JZ3372  USSD        -  39 12 20.57300(N)    085 55 10.21000(W) AD(       ) 3
 JZ3372
 JZ3372.Superseded values are not recommended for survey control.
 JZ3372
 JZ3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3372.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3372
 JZ3372_MARKER: 90 = CHURCH SPIRE
 JZ3372
 JZ3372  HISTORY     - Date     Condition        Report By
 JZ3372  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3372
 JZ3372                          STATION DESCRIPTION
 JZ3372
 JZ3372'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2090 ***********************************************************************
 JZ2090  DESIGNATION -  COLUMBUS RM 2
 JZ2090  PID         -  JZ2090
 JZ2090  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2090  COUNTRY     -  US
 JZ2090  USGS QUAD   -  COLUMBUS (2019)
 JZ2090
 JZ2090                         *CURRENT SURVEY CONTROL
 JZ2090  ______________________________________________________________________
 JZ2090* NAD 83(1986) POSITION- 39 12 16.     (N) 085 55 21.     (W)   SCALED
 JZ2090* NAVD 88 ORTHO HEIGHT -   190.91  (meters)      626.3   (feet) RESET
 JZ2090  ______________________________________________________________________
 JZ2090  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 JZ2090  VERT ORDER      -  THIRD
 JZ2090
 JZ2090.The horizontal coordinates were scaled from a map and have
 JZ2090.an estimated accuracy of +/- 6 seconds.
 JZ2090
 JZ2090.The orthometric height was computed from unverified reset data.
 JZ2090
 JZ2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2090.GEOID18 height accuracy estimate available here.
 JZ2090
 JZ2090.Click photographs - Photos may exist for this station.
 JZ2090
 JZ2090;                    North         East    Units  Estimated Accuracy
 JZ2090;SPC IN E     -   439,220.       77,900.      MT  (+/- 180 meters Scaled)
 JZ2090
 JZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ930400(NAD 83)
 JZ2090
 JZ2090                          SUPERSEDED SURVEY CONTROL
 JZ2090
 JZ2090  NGVD 29 (??/??/??)  191.04   (m)          626.8    (f) RESET       3  
 JZ2090
 JZ2090.Superseded values are not recommended for survey control.
 JZ2090
 JZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2090.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2090
 JZ2090_MARKER: DR = REFERENCE MARK DISK
 JZ2090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2090_SP_SET: SIDEWALK
 JZ2090_STAMPING: COLUMBUS NO 2 1920
 JZ2090_MARK LOGO: CGS
 JZ2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2090
 JZ2090  HISTORY     - Date     Condition        Report By
 JZ2090  HISTORY     - 1965     MONUMENTED       CGS
 JZ2090  HISTORY     - 1965     GOOD             CGS
 JZ2090
 JZ2090                          STATION DESCRIPTION
 JZ2090
 JZ2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JZ2090'AT COLUMBUS.
 JZ2090'LOCATED AT THE INTERSECTION OF JACKSON STREET AND SIXTH STREET
 JZ2090'AT COLUMBUS, ON THE WEST SIDE OF JACKSON STREET, NEAR THE DUNLAP
 JZ2090'MATERIAL BUILDING NO. 550 JACKSON STREET, 0.7 FEET WEST OF THE
 JZ2090'EAST EDGE OF A CURB, 0.9 FEET NORTHEAST OF A POWERLINE POLE,
 JZ2090'AT THE SOUTHEAST CORNER OF A LOT OCCUPIED BY THE DUNLAP BUILDING
 JZ2090'MATERIALS NO. 550 JACKSON STREET, AND IS CEMENTED IN A DRILL HOLE
 JZ2090'IN THE SIDEWALK ON THE WEST SIDE OF JACKSON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2091 ***********************************************************************
 JZ2091  DESIGNATION -  COLUMBUS RM 3
 JZ2091  PID         -  JZ2091
 JZ2091  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2091  COUNTRY     -  US
 JZ2091  USGS QUAD   -  COLUMBUS (2019)
 JZ2091
 JZ2091                         *CURRENT SURVEY CONTROL
 JZ2091  ______________________________________________________________________
 JZ2091* NAD 83(1986) POSITION- 39 12 16.     (N) 085 55 21.     (W)   SCALED
 JZ2091* NAVD 88 ORTHO HEIGHT -   191.41  (meters)      628.0   (feet) RESET
 JZ2091  ______________________________________________________________________
 JZ2091  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 JZ2091  VERT ORDER      -  THIRD
 JZ2091
 JZ2091.The horizontal coordinates were scaled from a map and have
 JZ2091.an estimated accuracy of +/- 6 seconds.
 JZ2091
 JZ2091.The orthometric height was computed from unverified reset data.
 JZ2091
 JZ2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2091.GEOID18 height accuracy estimate available here.
 JZ2091
 JZ2091.Click photographs - Photos may exist for this station.
 JZ2091
 JZ2091;                    North         East    Units  Estimated Accuracy
 JZ2091;SPC IN E     -   439,220.       77,900.      MT  (+/- 180 meters Scaled)
 JZ2091
 JZ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ930400(NAD 83)
 JZ2091
 JZ2091                          SUPERSEDED SURVEY CONTROL
 JZ2091
 JZ2091  NGVD 29 (??/??/??)  191.53   (m)          628.4    (f) RESET       3  
 JZ2091
 JZ2091.Superseded values are not recommended for survey control.
 JZ2091
 JZ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2091.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2091
 JZ2091_MARKER: DR = REFERENCE MARK DISK
 JZ2091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2091_SP_SET: SIDEWALK
 JZ2091_STAMPING: COLUMBUS NO 3 1920
 JZ2091_MARK LOGO: CGS
 JZ2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2091
 JZ2091  HISTORY     - Date     Condition        Report By
 JZ2091  HISTORY     - 1965     MONUMENTED       CGS
 JZ2091  HISTORY     - 1965     GOOD             CGS
 JZ2091
 JZ2091                          STATION DESCRIPTION
 JZ2091
 JZ2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JZ2091'AT COLUMBUS.
 JZ2091'LOCATED AT THE INTERSECTION OF JACKSON STREET AND SIXTH STREET
 JZ2091'AT COLUMBUS, ON THE WEST SIDE OF JACKSON STREET AT THE DUNLAP
 JZ2091'MATERIAL BUILDING NO. 550 JACKSON STREET, 33 FEET NORTH-NORTHEAST
 JZ2091'OF THE ENTRANCE DOOR TO THE DUNLAP BUILDING, 5.3 FEET EAST OF THE
 JZ2091'EAST FACE OF THE BUILDING, 0.75 FEET WEST OF THE EAST EDGE OF THE
 JZ2091'WALK AT THE EAST EDGE OF THE BUILDING, AND CEMENTED IN DRILL HOLE
 JZ2091'IN THE SIDEWALK AT THE EAST SIDE OF THE DUNLAP BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2056 ***********************************************************************
 LA2056  DESIGNATION -  COMO
 LA2056  PID         -  LA2056
 LA2056  STATE/COUNTY-  IN/JAY
 LA2056  COUNTRY     -  US
 LA2056  USGS QUAD   -  BLAINE (2019)
 LA2056
 LA2056                         *CURRENT SURVEY CONTROL
 LA2056  ______________________________________________________________________
 LA2056* NAD 83(1997) POSITION- 40 23 31.94654(N) 085 04 27.99010(W)   ADJUSTED
 LA2056* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 LA2056  ______________________________________________________________________
 LA2056  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 LA2056  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 LA2056  HORZ ORDER      -  SECOND
 LA2056
 LA2056.The horizontal coordinates were established by classical geodetic methods
 LA2056.and adjusted by the National Geodetic Survey in May 1999.
 LA2056
 LA2056.The orthometric height was scaled from a topographic map.
 LA2056
 LA2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2056.GEOID18 height accuracy estimate available here.
 LA2056
 LA2056.Click photographs - Photos may exist for this station.
 LA2056
 LA2056.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2056
 LA2056. The following values were computed from the NAD 83(1997) position.
 LA2056
 LA2056;                    North         East     Units Scale Factor Converg.
 LA2056;SPC IN E     -   571,234.660   150,280.318   MT  0.99999777   +0 23 01.6
 LA2056;SPC IN E     - 1,874,125.71    493,044.68   sFT  0.99999777   +0 23 01.6
 LA2056;UTM  16      - 4,473,069.796   663,425.833   MT  0.99992877   +1 14 53.0
 LA2056
 LA2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2056!SPC IN E     -   0.99996045  x   0.99999777  =   0.99995822
 LA2056!UTM  16      -   0.99996045  x   0.99992877  =   0.99988922
 LA2056
 LA2056:                Primary Azimuth Mark                     Grid Az
 LA2056:SPC IN E     -  COMO AZ MK                               226 26 00.3
 LA2056:UTM  16      -  COMO AZ MK                               225 34 08.9
 LA2056
 LA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6342573069(NAD 83)
 LA2056
 LA2056|---------------------------------------------------------------------|
 LA2056| PID    Reference Object                     Distance      Geod. Az  |
 LA2056|                                                           dddmmss.s |
 LA2056| LA2054 PORTLAND NAAS CANNING STACK         APPROX. 6.0 KM 0531539.8 |
 LA2056| CC8477 COMO RM 1                            30.154 METERS 08050     |
 LA2056| CC8478 COMO RM 2                            27.298 METERS 20006     |
 LA2056| CC8476 COMO AZ MK                                         2264901.9 |
 LA2056|---------------------------------------------------------------------|
 LA2056
 LA2056                          SUPERSEDED SURVEY CONTROL
 LA2056
 LA2056  NAD 83(1995)-  40 23 31.94642(N)    085 04 27.99192(W) AD(       ) 2
 LA2056  NAD 83(1986)-  40 23 31.94863(N)    085 04 28.00245(W) AD(       ) 2
 LA2056  NAD 27      -  40 23 31.78380(N)    085 04 28.09910(W) AD(       ) 2
 LA2056
 LA2056.Superseded values are not recommended for survey control.
 LA2056
 LA2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2056.See file dsdata.pdf to determine how the superseded data were derived.
 LA2056
 LA2056_MARKER: DS = TRIANGULATION STATION DISK
 LA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2056_STAMPING: COMO 1955
 LA2056_MARK LOGO: CGS
 LA2056_PROJECTION: FLUSH
 LA2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2056+STABILITY: SURFACE MOTION
 LA2056
 LA2056  HISTORY     - Date     Condition        Report By
 LA2056  HISTORY     - 1955     MONUMENTED       CGS
 LA2056
 LA2056                          STATION DESCRIPTION
 LA2056
 LA2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2056'THE STATION IS 5-1/2 MILES SOUTHWEST OF PORTLAND, 5 MILES NORTHEAST
 LA2056'OF RED KEY, 81 FEET NORTH OF
 LA2056'THE NORTH RAIL OF A RAILROAD TRACK, 39 FEET SOUTH OF THE CENTER OF
 LA2056'STATE HIGHWAY 67 AND 3 FEET NORTH
 LA2056'OF A 4 BY 4 INCH WHITE WITNESS POST.
 LA2056'
 LA2056'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 67 IN
 LA2056'THE NORTH EDGE OF RED KEY, GO
 LA2056'NORTHEAST ON HIGHWAY 67 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE
 LA2056'RIGHT AS DESCRIBED, CONTINUE ON
 LA2056'THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 LA2056'
 LA2056'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2056'COMO 1955.
 LA2056'
 LA2056'REFERENCE MARK 1 IS 30 FEET SOUTHEAST OF A POWERLINE POLE, 18 FEET
 LA2056'NORTH OF THE NORTH RAIL OF
 LA2056'THE RAILROAD TRACK AND 15 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 LA2056'THE MARK IS FLUSH WITH THE
 LA2056'GROUND, AND THE DISK IS STAMPED COMO NO 1 1955.
 LA2056'
 LA2056'REFERENCE MARK 2 IS 87 FEET EAST OF A POWERLINE POLE AND 36 FEET
 LA2056'NORTH OF THE NORTH RAIL OF
 LA2056'THE RAILROAD TRACK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 LA2056'IS STAMPED COMO NO 2 1955.
 LA2056'
 LA2056'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 50
 LA2056'FEET NORTH OF THE NORTH RAIL
 LA2056'OF THE RAILROAD TRACK, 8 FEET EAST OF A POWERLINE POLE AND 3 FEET
 LA2056'NORTH OF A 4 BY 4 INCH WHITE
 LA2056'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA2056'COMO 1955.
 LA2056'
 LA2056'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2587 ***********************************************************************
 LB2587  DESIGNATION -  CONCORD
 LB2587  PID         -  LB2587
 LB2587  STATE/COUNTY-  IN/TIPPECANOE
 LB2587  COUNTRY     -  US
 LB2587  USGS QUAD   -  STOCKWELL (2019)
 LB2587
 LB2587                         *CURRENT SURVEY CONTROL
 LB2587  ______________________________________________________________________
 LB2587* NAD 83(1997) POSITION- 40 15 31.14620(N) 086 50 48.87600(W)   ADJUSTED
 LB2587* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2587  ______________________________________________________________________
 LB2587  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 LB2587  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LB2587  HORZ ORDER      -  THIRD
 LB2587
 LB2587.The horizontal coordinates were established by classical geodetic methods
 LB2587.and adjusted by the National Geodetic Survey in May 1999.
 LB2587
 LB2587.The orthometric height was scaled from a topographic map.
 LB2587
 LB2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2587.GEOID18 height accuracy estimate available here.
 LB2587
 LB2587.Click photographs - Photos may exist for this station.
 LB2587
 LB2587.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2587
 LB2587. The following values were computed from the NAD 83(1997) position.
 LB2587
 LB2587;                    North         East     Units Scale Factor Converg.
 LB2587;SPC IN W     -   556,263.437   920,112.059   MT  0.99997164   +0 09 10.0
 LB2587;SPC IN W     - 1,825,007.63  3,018,734.31   sFT  0.99997164   +0 09 10.0
 LB2587;UTM  16      - 4,456,476.912   513,018.280   MT  0.99960209   +0 05 56.2
 LB2587
 LB2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2587!SPC IN W     -   0.99996873  x   0.99997164  =   0.99994037
 LB2587!UTM  16      -   0.99996873  x   0.99960209  =   0.99957083
 LB2587
 LB2587:                Primary Azimuth Mark                     Grid Az
 LB2587:SPC IN W     -  ROMNEY                                   240 56 34.3
 LB2587:UTM  16      -  ROMNEY                                   240 59 48.1
 LB2587
 LB2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1301856476(NAD 83)
 LB2587
 LB2587|---------------------------------------------------------------------|
 LB2587| PID    Reference Object                     Distance      Geod. Az  |
 LB2587|                                                           dddmmss.s |
 LB2587| LB0796 L 88                                               0922937.9 |
 LB2587| CC8479 CONCORD RM 1                         27.932 METERS 09718     |
 LB2587| LB2578 ROMNEY                              APPROX. 5.7 KM 2410544.3 |
 LB2587| CC8480 CONCORD RM 2                         27.698 METERS 35153     |
 LB2587|---------------------------------------------------------------------|
 LB2587
 LB2587                          SUPERSEDED SURVEY CONTROL
 LB2587
 LB2587  NAD 83(1986)-  40 15 31.15361(N)    086 50 48.88776(W) AD(       ) 3
 LB2587  NAD 27      -  40 15 31.02670(N)    086 50 48.86620(W) AD(       ) 3
 LB2587
 LB2587.Superseded values are not recommended for survey control.
 LB2587
 LB2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2587.See file dsdata.pdf to determine how the superseded data were derived.
 LB2587
 LB2587_MARKER: DS = TRIANGULATION STATION DISK
 LB2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2587_STAMPING: CONCORD 1948
 LB2587_MARK LOGO: CGS
 LB2587_PROJECTION: RECESSED 46 CENTIMETERS
 LB2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2587+STABILITY: SURFACE MOTION
 LB2587
 LB2587  HISTORY     - Date     Condition        Report By
 LB2587  HISTORY     - 1948     MONUMENTED       CGS
 LB2587  HISTORY     - 1966     GOOD             CGS
 LB2587
 LB2587                          STATION DESCRIPTION
 LB2587
 LB2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2587'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF SOUTH RAUB AND 3
 LB2587'MILES EAST OF ROMNEY.  IT IS 49 FEET NORTHEAST OF THE INTERSECTION
 LB2587'OF STATE HIGHWAY NO. 28 AND CROSSROAD, 39 FEET NORTH OF THE CENTER
 LB2587'OF HIGHWAY, 32 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 18 FEET
 LB2587'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS UNDERGROUND
 LB2587'18 INCHES AND THE DISK IS STAMPED CONCORD 1948.
 LB2587'
 LB2587'REFERENCE MARK NO. 1 IS 91.64 FEET EAST OF THE STATION.  IT IS 27
 LB2587'FEET NORTH OF THE CENTER OF HIGHWAY AND 1 FOOT NORTH OF A FENCELINE.
 LB2587'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED CONCORD NO 1
 LB2587'1948.
 LB2587'
 LB2587'REFERENCE MARK NO. 2 IS 90.87 FEET NORTH OF THE STATION.  IT IS 17
 LB2587'FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT EAST OF A
 LB2587'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2587'CONCORD NO 2 1948.
 LB2587'
 LB2587'L 88 (USC AND GS) BM WAS USED AS THE AZIMUTH MARK AND IS 0.25 MILE
 LB2587'EAST OF THE STATION.  IT IS 31 FEET SOUTH OF THE CENTER OF STATE
 LB2587'HIGHWAY NO. 28, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 LB2587'NORTH OF A FENCELINE.  THE MARK IS A 6X6 INCH CONCRETE POST WHICH
 LB2587'PROJECTS 3 INCHES WITH A STANDARD USC AND GS BM BRONZE DISK STAMPED
 LB2587'L 88 1946.
 LB2587'
 LB2587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 43 AND
 LB2587'NO. 28 IN ROMNEY GO EAST ON STATE HIGHWAY NO. 28 FOR 3 MILES TO A
 LB2587'CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE, CONTINUE FOR 0.25
 LB2587'MILE TO L 88 USC AND GS BM ON THE RIGHT.
 LB2587'
 LB2587'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2587
 LB2587                          STATION RECOVERY (1966)
 LB2587
 LB2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2587'CONCORD 1948 RECOVERED IN GOOD CONDITION.
 LB2587'CONCORD NO. 1 1948 RECOVERED IN GOOD CONDITION.
 LB2587'CONCORD NO. 2 1948 RECOVERED IN GOOD CONDITION.
 LB2587'AZ MK L 88 1946 DESTROYED, AS NOTED ON ACCOMPANYING REPORT FOR
 LB2587'BM. L88 1946.
 LB2587'
 LB2587'CHANGE--IN STATION MARK PORTION OF DESCRIPTION, 39 FEET NORTH SHOULD
 LB2587'READ 37.1 FEET NORTH AND 32 FEET EAST SHOULD READ 31.6 FEET EAST.
 LB2587'STA MARK IS ALSO 15.6 FEET NNW OF A TELEPHONE POLE, AND IS
 LB2587'UNDERGROUND 13 INCHES, OR ABOUT 25 INCHES BELOW THE CENTERLINE OF
 LB2587'THE HIGHWAY.  OTHERWISE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1824 ***********************************************************************
 MD1824  DESIGNATION -  CONCORD
 MD1824  PID         -  MD1824
 MD1824  STATE/COUNTY-  IN/DE KALB
 MD1824  COUNTRY     -  US
 MD1824  USGS QUAD   -  SAINT JOE (2019)
 MD1824
 MD1824                         *CURRENT SURVEY CONTROL
 MD1824  ______________________________________________________________________
 MD1824* NAD 83(1997) POSITION- 41 21 50.48207(N) 084 58 29.55320(W)   ADJUSTED
 MD1824* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 MD1824  ______________________________________________________________________
 MD1824  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 MD1824  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 MD1824  HORZ ORDER      -  SECOND
 MD1824
 MD1824.The horizontal coordinates were established by classical geodetic methods
 MD1824.and adjusted by the National Geodetic Survey in May 1999.
 MD1824
 MD1824.The orthometric height was scaled from a topographic map.
 MD1824
 MD1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1824.GEOID18 height accuracy estimate available here.
 MD1824
 MD1824.Click photographs - Photos may exist for this station.
 MD1824
 MD1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1824
 MD1824. The following values were computed from the NAD 83(1997) position.
 MD1824
 MD1824;                    North         East     Units Scale Factor Converg.
 MD1824;SPC IN E     -   679,215.206   157,880.792   MT  1.00000788   +0 27 25.8
 MD1824;SPC IN E     - 2,228,391.89    517,980.57   sFT  1.00000788   +0 27 25.8
 MD1824;UTM  16      - 4,581,146.913   669,380.079   MT  0.99995308   +1 20 19.0
 MD1824
 MD1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1824!SPC IN E     -   0.99996383  x   1.00000788  =   0.99997171
 MD1824!UTM  16      -   0.99996383  x   0.99995308  =   0.99991691
 MD1824
 MD1824:                Primary Azimuth Mark                     Grid Az
 MD1824:SPC IN E     -  CONCORD AZ MK                            259 14 36.1
 MD1824:UTM  16      -  CONCORD AZ MK                            258 21 42.9
 MD1824
 MD1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6938081146(NAD 83)
 MD1824
 MD1824|---------------------------------------------------------------------|
 MD1824| PID    Reference Object                     Distance      Geod. Az  |
 MD1824|                                                           dddmmss.s |
 MD1824| CF3028 CONCORD RM 1                         25.557 METERS 23923     |
 MD1824| CF3027 CONCORD AZ MK                                      2594201.9 |
 MD1824| CF3029 CONCORD RM 2                         31.495 METERS 32309     |
 MD1824| MD1520 WATERLOO MUNICIPAL STANDPIPE        APPROX. 8.4 KM 3341048.9 |
 MD1824|---------------------------------------------------------------------|
 MD1824
 MD1824                          SUPERSEDED SURVEY CONTROL
 MD1824
 MD1824  NAD 83(1995)-  41 21 50.48215(N)    084 58 29.55481(W) AD(       ) 2
 MD1824  NAD 83(1986)-  41 21 50.48307(N)    084 58 29.56759(W) AD(       ) 2
 MD1824  NAD 27      -  41 21 50.30330(N)    084 58 29.69340(W) AD(       ) 2
 MD1824
 MD1824.Superseded values are not recommended for survey control.
 MD1824
 MD1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1824.See file dsdata.pdf to determine how the superseded data were derived.
 MD1824
 MD1824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1824
 MD1824  HISTORY     - Date     Condition        Report By
 MD1824  HISTORY     - 1947     MONUMENTED       CGS
 MD1824  HISTORY     - 1960     GOOD             CGS
 MD1824
 MD1824                          STATION DESCRIPTION
 MD1824
 MD1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1824'STATION IS LOCATED 4.35 MILES EAST OF THE COURTHOUSE IN AUBURN IN THE
 MD1824'UNION CHAPEL CHURCH YARD ON THE NORTH SIDE OF STATE HIGHWAY 8.  IT IS
 MD1824'88 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 8 AND A GRAVEL
 MD1824'CROSSROAD, 39 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 37.5 FEET
 MD1824'WEST OF THE NORTHWEST CORNER OF THE CHURCH, 56.9 FEET NORTHWEST OF THE
 MD1824'SOUTHWEST CORNER OF THE CHURCH AND 32 FEET SOUTH OF A FENCE AND WHITE
 MD1824'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONCORD 1947.
 MD1824'
 MD1824'REFERENCE MARK NO. 1 IS 83.85 FEET SOUTHWEST OF THE STATION.  IT IS 52
 MD1824'FEET NORTHWEST OF THE ROAD INTERSECTION, 41 FEET NORTH OF THE CENTER
 MD1824'OF THE HIGHWAY AND 35 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK
 MD1824'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CONCORD NO 1 1947.
 MD1824'
 MD1824'REFERENCE MARK NO. 2 IS 103.33 FEET NORTHWEST OF THE STATION.  IT IS
 MD1824'22 FEET WEST OF THE CENTER OF THE ROAD AND ONE FOOT EAST OF THE FENCE.
 MD1824'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CONCORD NO 2
 MD1824'1947.
 MD1824'
 MD1824'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 21 FEET SOUTH OF
 MD1824'THE CENTER OF HIGHWAY 8, 31 FEET EAST OF A 15 INCH TWIN ELM TREE AND 4
 MD1824'FEET EAST OF THE WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1824'AND THE DISK IS STAMPED CONCORD 1947.
 MD1824
 MD1824                          STATION RECOVERY (1960)
 MD1824
 MD1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1824'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD1824'MEASUREMENTS MADE BY THIS RECOVERER MATERIALLY DIFFERENT FROM
 MD1824'ORIGINALS ARE GIVEN BELOW WITH ADDENDA CONSIDERED PERTINENT.
 MD1824'
 MD1824'ABOUT 1-1/2 MILES W AND 2-1/2 MILES N OF THE SETTLEMENT OR ONE-TIME
 MD1824'RAILROAD STATION OF CONCORD, THE STATION MARK IS 92 FEET NNE OF THE
 MD1824'INTERSECTION OF THE CENTER LINES OF HIGHWAY AND CROSS ROAD.
 MD1824'
 MD1824'REFERENCE MARK NO. 2 IS 103.40 FEET (31.516 METERS) NW OF STATION, 166
 MD1824'FEET N OF CENTER LINE OF HIGHWAY, AND 1.8 FEET S OF STEEL WITNESS
 MD1824'POST.
 MD1824'
 MD1824'THE AZIMUTH MARK IS 140 FEET E OF PROPERTY-LINE CORNER OF FENCES, 20
 MD1824'FEET S OF CENTER LINE OF HIGHWAY, 0.5 FOOT HIGHER THAN SAME, AND 2.0
 MD1824'FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0631 ***********************************************************************
 MD0631  DESIGNATION -  CONCORDIA AZ MK
 MD0631  PID         -  MD0631
 MD0631  STATE/COUNTY-  IN/ALLEN
 MD0631  COUNTRY     -  US
 MD0631  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0631
 MD0631                         *CURRENT SURVEY CONTROL
 MD0631  ______________________________________________________________________
 MD0631* NAD 83(1986) POSITION- 41 04 44.9    (N) 085 06 53.2    (W)   HD_HELD2
 MD0631* NAVD 88 ORTHO HEIGHT -   234.588 (meters)      769.64  (feet) ADJUSTED
 MD0631  ______________________________________________________________________
 MD0631  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 MD0631  DYNAMIC HEIGHT  -        234.495 (meters)      769.34  (feet) COMP
 MD0631  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0631
 MD0631  VERT ORDER      -  FIRST     CLASS I
 MD0631
 MD0631.The horizontal coordinates were established by autonomous hand held GPS
 MD0631.observations and have an estimated accuracy of +/- 10 meters.
 MD0631
 MD0631.The orthometric height was determined by differential leveling and
 MD0631.adjusted by the NATIONAL GEODETIC SURVEY
 MD0631.in April 1995.
 MD0631
 MD0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0631.GEOID18 height accuracy estimate available here.
 MD0631
 MD0631.Click photographs - Photos may exist for this station.
 MD0631
 MD0631.The dynamic height is computed by dividing the NAVD 88
 MD0631.geopotential number by the normal gravity value computed on the
 MD0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0631.degrees latitude (g = 980.6199 gals.).
 MD0631
 MD0631.The modeled gravity was interpolated from observed gravity values.
 MD0631
 MD0631;                    North         East    Units  Estimated Accuracy
 MD0631;SPC IN E     -   647,493.      146,376.      MT  (+/- 10 meters HH2 GPS)
 MD0631
 MD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5836449254(NAD 83)
 MD0631
 MD0631                          SUPERSEDED SURVEY CONTROL
 MD0631
 MD0631  NAVD 88 (06/15/91)  234.591  (m)          769.65   (f) SUPERSEDED  1 1
 MD0631  NGVD 29 (01/19/93)  234.752  (m)          770.18   (f) ADJUSTED    1 1
 MD0631  NGVD 29 (??/??/92)  234.752  (m)          770.18   (f) SUPERSEDED  1 1
 MD0631
 MD0631.Superseded values are not recommended for survey control.
 MD0631
 MD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0631.See file dsdata.pdf to determine how the superseded data were derived.
 MD0631
 MD0631_MARKER: DZ = AZIMUTH MARK DISK
 MD0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0631_STAMPING: CONCORDIA 1962
 MD0631_MARK LOGO: CGS
 MD0631_PROJECTION: FLUSH
 MD0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0631+STABILITY: SURFACE MOTION
 MD0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0631+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2010
 MD0631
 MD0631  HISTORY     - Date     Condition        Report By
 MD0631  HISTORY     - 1962     MONUMENTED       CGS
 MD0631  HISTORY     - 1968     GOOD             CGS
 MD0631  HISTORY     - 19921011 GOOD             NGS
 MD0631  HISTORY     - 20100225 GOOD             SCOENG
 MD0631
 MD0631                          STATION DESCRIPTION
 MD0631
 MD0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0631'AT FORT WAYNE.
 MD0631'AT FORT WAYNE, AT THE INTERSECTION OF EAST WASHINGTON BLVD AND
 MD0631'SOUTH ANTHONY BLVD, 42 FEET WEST OF THE CENTER LINE OF SOUTH
 MD0631'ANTHONY BLVD, 6 FEET SOUTH OF THE SOUTH CURB OF EAST WASHINGTON
 MD0631'BLVD, 0.7 FOOT NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG
 MD0631'THE SOUTH SIDE OF EAST WASHINGTON BLVD AND SET IN THE TOP OF A
 MD0631'CONCRETE POST FLUSH WITH THE GROUND.  (IN SECTION 1, R 12 E,
 MD0631'T 30 N).
 MD0631
 MD0631                          STATION RECOVERY (1992)
 MD0631
 MD0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0631'IN FORT WAYNE, AT THE INTERSECTION OF WASHINGTON AND ANTHONY
 MD0631'BOULEVARDS, 13.1 M (43.0 FT) WEST OF THE CENTERLINE OF ANTHONY
 MD0631'BOULEVARD, 10.5 M (34.4 FT) NORTHEAST OF THE NORTHWEST CORNER OF A
 MD0631'SIGN (INDIANA INSTITUTE OF TECHNOLOGY), 7.5 M (24.6 FT) SOUTH OF THE
 MD0631'CENTER OF WASHINGTON BOULEVARD, 0.9 M (3.0 FT) SOUTHWEST OF UTILITY
 MD0631'POLE NUMBER 006-131 A443-225, 0.5 M (1.6 FT) EAST OF A WITNESS POST,
 MD0631'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARDS, 0.2 M (0.7 FT)
 MD0631'NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH
 MD0631'THE GROUND SURFACE.
 MD0631
 MD0631                          STATION RECOVERY (2010)
 MD0631
 MD0631'RECOVERY NOTE BY SCO ENGINEERING 2010 (AES)
 MD0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0628 ***********************************************************************
 MD0628  DESIGNATION -  CONCORDIA RESET
 MD0628  PID         -  MD0628
 MD0628  STATE/COUNTY-  IN/ALLEN
 MD0628  COUNTRY     -  US
 MD0628  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0628
 MD0628                         *CURRENT SURVEY CONTROL
 MD0628  ______________________________________________________________________
 MD0628* NAD 83(1997) POSITION- 41 04 38.03129(N) 085 06 52.97851(W)   ADJUSTED
 MD0628* NAVD 88 ORTHO HEIGHT -   237.926 (meters)      780.60  (feet) ADJUSTED
 MD0628  ______________________________________________________________________
 MD0628  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 MD0628  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 MD0628  DYNAMIC HEIGHT  -        237.831 (meters)      780.28  (feet) COMP
 MD0628  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD0628
 MD0628  HORZ ORDER      -  THIRD
 MD0628  VERT ORDER      -  FIRST     CLASS I
 MD0628
 MD0628.The horizontal coordinates were established by classical geodetic methods
 MD0628.and adjusted by the National Geodetic Survey in May 1999.
 MD0628
 MD0628.The orthometric height was determined by differential leveling and
 MD0628.adjusted by the NATIONAL GEODETIC SURVEY
 MD0628.in June 1991.
 MD0628
 MD0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0628.GEOID18 height accuracy estimate available here.
 MD0628
 MD0628.Click photographs - Photos may exist for this station.
 MD0628
 MD0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0628
 MD0628.The dynamic height is computed by dividing the NAVD 88
 MD0628.geopotential number by the normal gravity value computed on the
 MD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0628.degrees latitude (g = 980.6199 gals.).
 MD0628
 MD0628.The modeled gravity was interpolated from observed gravity values.
 MD0628
 MD0628. The following values were computed from the NAD 83(1997) position.
 MD0628
 MD0628;                    North         East     Units Scale Factor Converg.
 MD0628;SPC IN E     -   647,281.563   146,382.755   MT  0.99999313   +0 21 45.6
 MD0628;SPC IN E     - 2,123,622.93    480,257.42   sFT  0.99999313   +0 21 45.6
 MD0628;UTM  16      - 4,549,042.893   658,373.989   MT  0.99990871   +1 14 20.5
 MD0628
 MD0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0628!SPC IN E     -   0.99996786  x   0.99999313  =   0.99996099
 MD0628!UTM  16      -   0.99996786  x   0.99990871  =   0.99987657
 MD0628
 MD0628:                Primary Azimuth Mark                     Grid Az
 MD0628:SPC IN E     -  BUSCHE                                   058 53 20.8
 MD0628:UTM  16      -  BUSCHE                                   058 00 45.9
 MD0628
 MD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5837349042(NAD 83)
 MD0628
 MD0628|---------------------------------------------------------------------|
 MD0628| PID    Reference Object                     Distance      Geod. Az  |
 MD0628|                                                           dddmmss.s |
 MD0628| CC8481 CONCORDIA RM 1                       38.295 METERS 00743     |
 MD0628| MD0630 104                                  24.182 METERS 02927     |
 MD0628| MD1559 BUSCHE                              APPROX. 6.1 KM 0591506.4 |
 MD0628| CC8482 CONCORDIA RM 2                       33.162 METERS 16640     |
 MD0628| MD0631 CONCORDIA AZ MK                                    2092644.6 |
 MD0628| MD0629 CONCORDIA RM 3                        3.229 METERS 25015     |
 MD0628| MD0627 CONCORDIA RM 4                        4.020 METERS 34525     |
 MD0628|---------------------------------------------------------------------|
 MD0628
 MD0628                          SUPERSEDED SURVEY CONTROL
 MD0628
 MD0628  NAD 83(1995)-  41 04 38.03214(N)    085 06 52.98275(W) AD(       ) 3
 MD0628  NAD 83(1986)-  41 04 38.03281(N)    085 06 52.99258(W) AD(       ) 3
 MD0628  NAD 27      -  41 04 37.85850(N)    085 06 53.10240(W) AD(       ) 3
 MD0628  NGVD 29 (01/19/93)  238.087  (m)          781.12   (f) ADJUSTED    1 1
 MD0628  NGVD 29 (??/??/92)  238.087  (m)          781.12   (f) SUPERSEDED  1 1
 MD0628  NGVD 29             238.09   (m)          781.1    (f) LEVELING    3  
 MD0628
 MD0628.Superseded values are not recommended for survey control.
 MD0628
 MD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0628.See file dsdata.pdf to determine how the superseded data were derived.
 MD0628
 MD0628_MARKER: DS = TRIANGULATION STATION DISK
 MD0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0628_STAMPING: CONCORDIA 1946 1962 1963
 MD0628_MARK LOGO: CGS
 MD0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0628+STABILITY: SURFACE MOTION
 MD0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0628+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1992
 MD0628
 MD0628  HISTORY     - Date     Condition        Report By
 MD0628  HISTORY     - 1946     MONUMENTED       CGS
 MD0628  HISTORY     - 1962     GOOD             CGS
 MD0628  HISTORY     - 1963     GOOD             CGS
 MD0628  HISTORY     - 1968     GOOD             CGS
 MD0628  HISTORY     - 1968     GOOD             CGS
 MD0628  HISTORY     - 1975     GOOD             BRADY
 MD0628  HISTORY     - 19921011 GOOD             NGS
 MD0628
 MD0628                          STATION DESCRIPTION
 MD0628
 MD0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0628'STATION IS LOCATED IN THE EAST SECTION OF FORT WAYNE ON THE EAST SIDE
 MD0628'OF CONCORDIA COLLEGE LOCATED IN THE NORTHWEST ANGLE OF SOUTH ANTHONY
 MD0628'BLVD. AND MAUMEE ST.  THE MARK IS ON THE WEST SIDE OF ANTHONY BLVD.
 MD0628'ABOUT 500 FEET NORTH OF MAUMEE STREET.  IT IS 21.5 FEET WEST OF THE
 MD0628'WEST CURB ON ANTHONY BLVD.  AND 22.5 FEET SOUTHEAST OF AN 8-INCH ELM
 MD0628'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD0628'CONCORDIA 1946.
 MD0628'
 MD0628'REFERENCE MARK NO. 1 IS 125.64 FEET NORTH-NORTHEAST OF THE STATION IN
 MD0628'THE WEST CURB ON ANTHONY BLVD.  THE DISK IS STAMPED CONCORDIA NO 1
 MD0628'1946.
 MD0628'
 MD0628'REFERENCE MARK NO. 2 IS 108.80 FEET SOUTH-SOUTHEAST OF THE STATION IN
 MD0628'THE WEST CURB OF ANTHONY BLVD. AND ABOUT 400 FEET NORTH OF MAUMEE
 MD0628'STREET.  THE DISK IS STAMPED CONCORDIA NO 2 1946.
 MD0628'
 MD0628'AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH-SOUTHWEST OF THE STATION IN THE
 MD0628'NORTH EDGE OF THE SIDEWALK ON THE NORTH SIDE OF MAUMEE STREET.  IT IS
 MD0628'ABOUT 260 FEET WEST OF ANTHONY BLVD THE DISK IS STAMPED CONCORDIA
 MD0628'1946.
 MD0628'
 MD0628'104 (USC AND GS AND SS) IS 79.34 FEET NORTHEAST OF THE STATION IN THE
 MD0628'CENTER OF ANTHONY BLVD. UNDER A MANHOLE COVER.  THE MARK IS A STANDARD
 MD0628'U.S.C. AND G.S. AND STATE SURVEY DISK STAMPED 104.
 MD0628'
 MD0628'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS.
 MD0628
 MD0628                          STATION RECOVERY (1962)
 MD0628
 MD0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 MD0628'THE DISKS OF DESTROYED NOS. 1 AND 2 R.M.S WERE RESET AS NOS. 3 AND 4
 MD0628'MARKS.  THE STATION MARKS RECOVERED IN APPARENTLY GOOD CONDITION, BUT
 MD0628'THE SURFACE MARK WAS FOUND 0.012 METER IN AZIMUTH 120 DEG OR
 MD0628'NORTHWESTERLY FROM THE SUBSURFACE MARK.  THE SUBSURFACE POSITION WAS
 MD0628'HELD FIXED AND BOTH MARKS LOWERED TO MAKE THE SURFACE MARK FLUSH WITH
 MD0628'THE SURFACE OF ASPHALT PARKING AREA UNDER CONSTRUCTION.  THE DISK OF
 MD0628'THE PERMANENTLY OBSTRUCTED ORIGINAL AZIMUTH MARK WAS RECLAIMED.  A NEW
 MD0628'AZIMUTH MARK WAS SET.  STATION 104 (IND.  GEOD. SURVEY) IN GOOD
 MD0628'CONDITION APPARENTLY AS DESCRIBED WAS NOT CHECKED PRECISELY.
 MD0628'
 MD0628'ABOUT 1-1/2 MILES E OF THE COURTHOUSE IN FORT WAYNE, ON THE PARKINE
 MD0628'LOT OF ANTHONY PLAZA SHOPPING CENTER, ABOUT MIDWAY BETWEEN MAUMEE
 MD0628'AVENUE AND E. WASHINGTON STREET, IN THE RANGE OF WALDA AND C. PAPE
 MD0628'TOMBSTONES IN THE LARGE LUTHERAN CEMETERY, 41-1/2 FT.  W OF CENTER
 MD0628'LINE OF S. ANTHONY BLVD., 41.5 FEET N OF PROJECTED PLANE OF S WALL OF
 MD0628'KROGER STORE, 4.5 FEET W OF W EDGE OF CONCRETE SIDEWALK THAT IS ON W
 MD0628'SIDE OF WIDENED PORTION OF S. ANTHONY BLVD. STANDARD DISKS BOTH
 MD0628'STAMPED CONCORDIA 1946 1962, NOTES 7A AND 1A WITH THE SURFACE MARK
 MD0628'FLUSH SITH THE ASPHALT PAVING SURFACE OF THE PARKING AREA.
 MD0628'
 MD0628'REFERENCE STAMPED CONCORDIA NO 3 1946 1962 IS A STANDARD DISK CEMENTED
 MD0628'IN A DRILL HOLE IN THE SIDEWALK, ABOUT ON THE CREST OF THE SLIGHT
 MD0628'RIDGE, AND 0.5 FOOT W OF E EDGE.
 MD0628'
 MD0628'REFERENCE STAMPED CONCORDIA NO 4 1946 1962 IS STANDARD DISK CEMENTED
 MD0628'IN A DRILL HOLE IN CONCRETE SIDEWALK, AT THE POINT OF CURVATURE OF THE
 MD0628'SIDEWALK ON THE N SIDE OF ENTRANCE DRIVEWAY, 0.5 FOOT W OF E EDGE OF
 MD0628'THE SIDEWALK, AND 19.99 FEET OR 6.093 METERS S OF NO. 3 REFERENCE
 MD0628'MARK.
 MD0628'
 MD0628'AZIMUTH MARK STAMPED CONCORDIA 1962, NOTE 16B, FLUSH WITH GROUND, IS
 MD0628'ABOUT 225 YDS.  N OF STATION, 42 FEET W OF CENTER LINE OF ANTHONY
 MD0628'BLVD., 25 FEET S OF E. WASHINGTON ST., 6 FEET S OF S CURB OF SAME, 0.7
 MD0628'FOOT N OF N EDGE OF CONCRETE SIDEWALK, AND LEVEL WITH THE SURFACE OF
 MD0628'SAME.
 MD0628'
 MD0628'STATION 104 (IND. GEOD. S.) IS A STANDARD COAST SURVEY AND STATE
 MD0628'SURVEY DISK IN TOP OF CONCRETE POST UNDER MANHOLE COVER IN APPROXIMATE
 MD0628'CENTER AT APPROXIMATE GRADE SUMMIT OF THE BOULEVARD, WAS JUDGED
 MD0628'CORRECTLY DESCRIBED AS 24.182 METERS OR 79.34 FEET IN AZIMUTH 209 DEG
 MD0628'26 MIN 45.8 SEC OR NORTH-NORTHEASTERLY FROM THE STATION.
 MD0628
 MD0628                          STATION RECOVERY (1963)
 MD0628
 MD0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0628'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 MD0628'NOTE BY THE UNDERSIGNED ON 5 NOVEMBER 1962 AT WHICH TIME THE STATION
 MD0628'MARKS WERE BOTH LOWERED TO MAKE THE SURFACE STATION MARK FLUSH WITH
 MD0628'THE PROPOSED SURFACE OF THE THEN UNDER-CONSTRUCTION OF A LARGE
 MD0628'ASPHALT-SURFACED PARKING AREA.  AT THIS PRESENT TIME, THE SURFACE MARK
 MD0628'ONLY WAS AGAIN LOWERED TO A FLUSH POSITION WITH THE FINISHED SURFACE
 MD0628'OF THE SAID PARKING AREA.  THE DISTANCES TO AND BETWEEN NOS. 3 AND 4
 MD0628'REFERENCE MARKS WERE MEASURED THIS TIME AS 13.88 FEET TO NO. 3, AS
 MD0628'13.21 FEET TO NO. 4, AND AS 20.00 FEET BETWEEN THE TWO INSTEAD OF THE
 MD0628'13.875, 13.19, AND 19.99 RESPECTIVELY IN 1962.
 MD0628'
 MD0628'THE PRESENT SURFACE STATION MARK IS THE SAME DISK STAMPED NOW
 MD0628'CONCORDIA 1946 1962 1963 AND SET IN THE TOP OF A CONCRETE POST OF
 MD0628'ENLARGED IRREGULAR SHAPE THAT TOPS OUT IN A 20-INCH SQUARE CHIMNEY TOP
 MD0628'PRECAST CONCRETE FORM WITH AN 8-INCH CIRCULAR HOLE USED TO GIVE THE
 MD0628'JOINING OF CONCRETE AND ASPHALT A REGULAR SMOOTH OUTLINE.
 MD0628
 MD0628                          STATION RECOVERY (1968)
 MD0628
 MD0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0628'THE STATION, REFERENCE MARK NO. 3 AND 4, AZIMUTH MARK AND MARK NO.
 MD0628'104 (IND. GEOD. S.) WERE ALL RECOVERED AND IN GOOD CONDITION.
 MD0628'
 MD0628'THE DESCRIPTION GIVEN SOBIERALSKI IN 1962 IS ADEQUATE FOR RECOVERY.
 MD0628
 MD0628                          STATION RECOVERY (1968)
 MD0628
 MD0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0628'AT FORT WAYNE.
 MD0628'AT FORT WAYNE, 0.15 MILE SOUTH ALONG S. ANTHONY BLVD FROM THE
 MD0628'INTERSECTION OF EAST WASHINGTON BLVD, ABOUT MIDWAY BETWEEN EAST
 MD0628'WASHINGTON BLVD AND MAUMEE AVENUE, IN THE PARKING AREA OF THE
 MD0628'ANTHONY PLAZA SHOPPING CENTER, 138 FEET SOUTH OF THE NORTH SIDE
 MD0628'OF THE PARKING AREA, 41 1/2 FEET NORTH OF THE EXTENDED SOUTH SIDE
 MD0628'OF A KROGER MARKET, 9.7 FEET WEST OF THE WEST CURB OF ANTHONY
 MD0628'BLVD, 4.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK ALONG THE
 MD0628'WEST SIDE OF ANTHONY BLVD, ABOUT LEVEL WITH THE BLVD AND SET IN
 MD0628'THE TOP OF A CONCRETE POST FLUSH WITH THE BLACK TOP PARKING AREA.
 MD0628'(IN SECTION 1, R 12 E, T 30 N).
 MD0628
 MD0628                          STATION RECOVERY (1975)
 MD0628
 MD0628'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 MD0628'CONCONDIA 1946 1962 1963 RECOVERED GOOD.  CONCONDIA 1962 (AZIM)
 MD0628'RECOVERED GOOD.  CONCONDIA NO 3 1946 1962 RECOVERED GOOD.  CONCONDIA
 MD0628'NO 4 1946 1962 RECOVERED GOOD.  NO SEARCH MADE FOR STATION 104 (1GS)
 MD0628'
 MD0628'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE.
 MD0628
 MD0628                          STATION RECOVERY (1992)
 MD0628
 MD0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0628'0.4 KM (0.25 MI) NORTHERLY ALONG HARRISON STREET FROM THE CONRAIL
 MD0628'RAILROAD STATION IN FORT WAYNE, THENCE 1.4 KM (0.85 MI) EASTERLY
 MD0628'ALONG JEFFERSON STREET, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG MAUMEE
 MD0628'STREET, THENCE 0.2 KM (0.10 MI) NORTH ALONG ANTHONY STREET, 43.1 M
 MD0628'(141.4 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE INDIANA
 MD0628'INSTITUTE OF TECHNOLOGY RESEARCH AND DEVELOPMENT BUILDING, 42.1 M
 MD0628'(138.1 FT) SOUTH OF THE NORTH EDGE OF A PARKING LOT, 10.2 M (33.5 FT)
 MD0628'NORTH OF THE CENTER OF THE MOST NORTHERLY DRIVEWAY, 9.5 M (31.2 FT)
 MD0628'WEST OF AND LEVEL WITH THE SOUTHBOUND LANES OF THE BOULEVARD, 1.4 M
 MD0628'(4.6 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 0.6 M (2.0 FT) WEST OF
 MD0628'THE EAST CURB OF A PARKING LOT, AND THE MONUMENT PROJECTS 0.02 M
 MD0628'(0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0629 ***********************************************************************
 MD0629  DESIGNATION -  CONCORDIA RM 3
 MD0629  PID         -  MD0629
 MD0629  STATE/COUNTY-  IN/ALLEN
 MD0629  COUNTRY     -  US
 MD0629  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0629
 MD0629                         *CURRENT SURVEY CONTROL
 MD0629  ______________________________________________________________________
 MD0629* NAD 83(1986) POSITION- 41 04 38.00   (N) 085 06 53.11   (W)   HD_HELD1
 MD0629* NAVD 88 ORTHO HEIGHT -   238.114 (meters)      781.21  (feet) ADJUSTED
 MD0629  ______________________________________________________________________
 MD0629  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 MD0629  DYNAMIC HEIGHT  -        238.020 (meters)      780.90  (feet) COMP
 MD0629  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD0629
 MD0629  VERT ORDER      -  FIRST     CLASS I
 MD0629
 MD0629.The horizontal coordinates were determined by differentially corrected
 MD0629.hand held GPS observations or other comparable positioning techniques
 MD0629.and have an estimated accuracy of +/- 3 meters.
 MD0629
 MD0629.The orthometric height was determined by differential leveling and
 MD0629.adjusted by the NATIONAL GEODETIC SURVEY
 MD0629.in April 1995.
 MD0629
 MD0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0629.GEOID18 height accuracy estimate available here.
 MD0629
 MD0629.Click photographs - Photos may exist for this station.
 MD0629
 MD0629.The dynamic height is computed by dividing the NAVD 88
 MD0629.geopotential number by the normal gravity value computed on the
 MD0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0629.degrees latitude (g = 980.6199 gals.).
 MD0629
 MD0629.The modeled gravity was interpolated from observed gravity values.
 MD0629
 MD0629;                    North         East    Units  Estimated Accuracy
 MD0629;SPC IN E     -   647,280.6     146,379.7     MT  (+/- 3 meters HH1 GPS) 
 MD0629
 MD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5837049041(NAD 83)
 MD0629
 MD0629                          SUPERSEDED SURVEY CONTROL
 MD0629
 MD0629  NAVD 88 (06/15/91)  238.107  (m)          781.19   (f) SUPERSEDED  1 1
 MD0629  NGVD 29 (01/19/93)  238.275  (m)          781.74   (f) ADJUSTED    1 1
 MD0629  NGVD 29 (??/??/92)  238.268  (m)          781.72   (f) SUPERSEDED  1 1
 MD0629
 MD0629.Superseded values are not recommended for survey control.
 MD0629
 MD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0629.See file dsdata.pdf to determine how the superseded data were derived.
 MD0629
 MD0629_MARKER: DR = REFERENCE MARK DISK
 MD0629_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD0629_SP_SET: SIDEWALK
 MD0629_STAMPING: CONCORDIA NO 3 1946 1962
 MD0629_MARK LOGO: CGS
 MD0629_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0629+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1992
 MD0629
 MD0629  HISTORY     - Date     Condition        Report By
 MD0629  HISTORY     - 1962     MONUMENTED       CGS
 MD0629  HISTORY     - 1968     GOOD             CGS
 MD0629  HISTORY     - 19921011 GOOD             NGS
 MD0629
 MD0629                          STATION DESCRIPTION
 MD0629
 MD0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0629'AT FORT WAYNE.
 MD0629'AT FORT WAYNE, 0.15 MILE SOUTH ALONG SOUTH ANTHONY BLVD FROM THE
 MD0629'INTERSECTION OF EAST WASHINGTON BLVD, ABOUT MIDWAY BETWEEN EAST
 MD0629'WASHINGTON BLVD AND MAUMEE STREET, SET ON THE TOP OF THE EAST
 MD0629'EDGE OF THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF SOUTH
 MD0629'ANTHONY BLVD, 13.8 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 MD0629'0.5 FOOT WEST OF THE EAST EDGE OF THE SIDEWALK AND LEVEL WITH
 MD0629'THE SIDEWALK.  (IN SECTION 1, R 12 E, T 30 N).  NOTE-- REFERENCE
 MD0629'MARK NO. 3 IS 20.0 FEET NORTH OF REFERENCE MARK NO. 4.
 MD0629
 MD0629                          STATION RECOVERY (1992)
 MD0629
 MD0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0629'0.4 KM (0.25 MI) NORTHERLY ALONG HARRISON STREET FROM THE CONRAIL
 MD0629'RAILROAD STATION IN FORT WAYNE, THENCE 1.4 KM (0.85 MI) EASTERLY
 MD0629'ALONG JEFFERSON STREET, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG MAUMEE
 MD0629'STREET, THENCE 0.2 KM (0.10 MI) NORTH ALONG ANTHONY STREET, IN A
 MD0629'CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE BOULEVARD, 47.9 M (157.2
 MD0629'FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE INSTITUTE OF
 MD0629'TECHNOLOGY RESEARCH AND DEVELOPMENT BUILDING, 13.5 M (44.3 FT) NORTH
 MD0629'OF THE CENTER OF THE MOST NORTHERLY DRIVEWAY, 6.5 M (21.3 FT) WEST OF
 MD0629'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 MD0629'BOULEVARD, 4.2 M (13.8 FT) NORTHEAST OF TRIANGULATION STATION
 MD0629'CONCORDIA RESET, 0.2 M (0.7 FT) WEST OF THE EAST EDGE OF AND FLUSH
 MD0629'WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0627 ***********************************************************************
 MD0627  DESIGNATION -  CONCORDIA RM 4
 MD0627  PID         -  MD0627
 MD0627  STATE/COUNTY-  IN/ALLEN
 MD0627  COUNTRY     -  US
 MD0627  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0627
 MD0627                         *CURRENT SURVEY CONTROL
 MD0627  ______________________________________________________________________
 MD0627* NAD 83(1986) POSITION- 41 04 38.16   (N) 085 06 53.02   (W)   HD_HELD1
 MD0627* NAVD 88 ORTHO HEIGHT -   238.110 (meters)      781.20  (feet) ADJUSTED
 MD0627  ______________________________________________________________________
 MD0627  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 MD0627  DYNAMIC HEIGHT  -        238.015 (meters)      780.89  (feet) COMP
 MD0627  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD0627
 MD0627  VERT ORDER      -  FIRST     CLASS I
 MD0627
 MD0627.The horizontal coordinates were determined by differentially corrected
 MD0627.hand held GPS observations or other comparable positioning techniques
 MD0627.and have an estimated accuracy of +/- 3 meters.
 MD0627
 MD0627.The orthometric height was determined by differential leveling and
 MD0627.adjusted by the NATIONAL GEODETIC SURVEY
 MD0627.in April 1995.
 MD0627
 MD0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0627.GEOID18 height accuracy estimate available here.
 MD0627
 MD0627.Click photographs - Photos may exist for this station.
 MD0627
 MD0627.The dynamic height is computed by dividing the NAVD 88
 MD0627.geopotential number by the normal gravity value computed on the
 MD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0627.degrees latitude (g = 980.6199 gals.).
 MD0627
 MD0627.The modeled gravity was interpolated from observed gravity values.
 MD0627
 MD0627;                    North         East    Units  Estimated Accuracy
 MD0627;SPC IN E     -   647,285.5     146,381.8     MT  (+/- 3 meters HH1 GPS) 
 MD0627
 MD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5837249046(NAD 83)
 MD0627
 MD0627                          SUPERSEDED SURVEY CONTROL
 MD0627
 MD0627  NAVD 88 (06/15/91)  238.106  (m)          781.19   (f) SUPERSEDED  1 1
 MD0627  NGVD 29 (01/19/93)  238.267  (m)          781.71   (f) ADJUSTED    1 1
 MD0627  NGVD 29 (??/??/92)  238.267  (m)          781.71   (f) SUPERSEDED  1 1
 MD0627
 MD0627.Superseded values are not recommended for survey control.
 MD0627
 MD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0627.See file dsdata.pdf to determine how the superseded data were derived.
 MD0627
 MD0627_MARKER: DR = REFERENCE MARK DISK
 MD0627_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD0627_SP_SET: SIDEWALK
 MD0627_STAMPING: CONCORDIA NO 4 1946 1962
 MD0627_MARK LOGO: CGS
 MD0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0627+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1992
 MD0627
 MD0627  HISTORY     - Date     Condition        Report By
 MD0627  HISTORY     - 1962     MONUMENTED       CGS
 MD0627  HISTORY     - 1968     GOOD             CGS
 MD0627  HISTORY     - 19921011 GOOD             NGS
 MD0627
 MD0627                          STATION DESCRIPTION
 MD0627
 MD0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0627'AT FORT WAYNE.
 MD0627'AT FORT WAYNE, 0.15 MILE SOUTH ALONG S. ANTHONY BLVD FROM THE
 MD0627'INTERSECTION OF EAST WASHINGTON BLVD, ABOUT MIDWAY BETWEEN EAST
 MD0627'WASHINGTON BLVD AND MAUMEE STREET, 13.2 FEET SOUTHEAST OF THE
 MD0627'STATION MARK DESCRIBED, SET ON THE TOP OF THE EAST EDGE OF THE
 MD0627'CONCRETE SIDEWALK ALONG THE WEST SIDE OF SOUTH ANTHONY BLVD, 0.5
 MD0627'FOOT WEST OF THE EAST EDGE OF THE SIDEWALK AND LEVEL WITH THE
 MD0627'TOP OF THE SIDEWALK.  (IN SECTION 1, R 12 E, T 30 N).
 MD0627
 MD0627                          STATION RECOVERY (1992)
 MD0627
 MD0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0627'0.4 KM (0.25 MI) NORTHERLY ALONG HARRISON STREET FROM THE CONRAIL
 MD0627'RAILROAD STATION IN FORT WAYNE, THENCE 1.4 KM (0.85 MI) EASTERLY
 MD0627'ALONG JEFFERSON STREET, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG MAUMEE
 MD0627'STREET, THENCE 0.2 KM (0.10 MI) NORTH ALONG ANTHONY STREET, IN A
 MD0627'CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE BOULEVARD, 45.9 M (150.6
 MD0627'FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE INSTITUTE OF
 MD0627'TECHNOLOGY RESEARCH AND DEVELOPMENT BUILDING, 7.2 M (23.6 FT) NORTH
 MD0627'OF THE CENTER OF THE MOST NORTHERLY DRIVEWAY, 6.5 M (21.3 FT) WEST OF
 MD0627'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 MD0627'BOULEVARD, 4.0 M (13.1 FT) SOUTHEAST OF TRIANGULATION STATION
 MD0627'CONCORDIA RESET, AND 0.2 M (0.7 FT) WEST OF THE EAST EDGE OF AND
 MD0627'FLUSH WITH THE SIDEWALK.  NOTE--THE DISK HAS BEEN MUTILATED AND ALL
 MD0627'THAT REMAINS OF THE ORIGINAL STAMPING IS CONC NO 4 1962.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1799 ***********************************************************************
 JA1799  DESIGNATION -  CONE
 JA1799  PID         -  JA1799
 JA1799  STATE/COUNTY-  IN/ORANGE
 JA1799  COUNTRY     -  US
 JA1799  USGS QUAD   -  CUZCO (2019)
 JA1799
 JA1799                         *CURRENT SURVEY CONTROL
 JA1799  ______________________________________________________________________
 JA1799* NAD 83(1997) POSITION- 38 29 13.09439(N) 086 38 17.59071(W)   ADJUSTED
 JA1799* NAVD 88 ORTHO HEIGHT -   256.99  (+/-2cm)      843.1   (feet) VERTCON3
 JA1799  ______________________________________________________________________
 JA1799  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 JA1799  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 JA1799  HORZ ORDER      -  SECOND
 JA1799  VERT ORDER      -  THIRD ? (See Below)
 JA1799
 JA1799.The horizontal coordinates were established by classical geodetic methods
 JA1799.and adjusted by the National Geodetic Survey in May 1999.
 JA1799
 JA1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1799
 JA1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1799.GEOID18 height accuracy estimate available here.
 JA1799
 JA1799.The vertical order pertains to the NGVD 29 superseded value.
 JA1799
 JA1799.Click photographs - Photos may exist for this station.
 JA1799
 JA1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1799
 JA1799. The following values were computed from the NAD 83(1997) position.
 JA1799
 JA1799;                    North         East     Units Scale Factor Converg.
 JA1799;SPC IN W     -   359,640.378   938,834.287   MT  0.99998523   +0 16 37.3
 JA1799;SPC IN W     - 1,179,920.14  3,080,158.82   sFT  0.99998523   +0 16 37.3
 JA1799;UTM  16      - 4,259,909.667   531,552.208   MT  0.99961226   +0 13 30.5
 JA1799
 JA1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1799!SPC IN W     -   0.99996486  x   0.99998523  =   0.99995009
 JA1799!UTM  16      -   0.99996486  x   0.99961226  =   0.99957713
 JA1799
 JA1799:                Primary Azimuth Mark                     Grid Az
 JA1799:SPC IN W     -  CONE AZ MK                               025 00 11.3
 JA1799:UTM  16      -  CONE AZ MK                               025 03 18.1
 JA1799
 JA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3155259909(NAD 83)
 JA1799
 JA1799|---------------------------------------------------------------------|
 JA1799| PID    Reference Object                     Distance      Geod. Az  |
 JA1799|                                                           dddmmss.s |
 JA1799| CG8363 CONE AZ MK                                         0251648.6 |
 JA1799| CG8364 CONE RM 1                             8.557 METERS 13013     |
 JA1799| CG8365 CONE RM 2                             7.760 METERS 24755     |
 JA1799|---------------------------------------------------------------------|
 JA1799
 JA1799                          SUPERSEDED SURVEY CONTROL
 JA1799
 JA1799  NAD 83(1993)-  38 29 13.10050(N)    086 38 17.59335(W) AD(       ) 2
 JA1799  NAD 83(1986)-  38 29 13.10067(N)    086 38 17.59384(W) AD(       ) 2
 JA1799  NAD 27      -  38 29 12.90700(N)    086 38 17.62600(W) AD(       ) 2
 JA1799  NGVD 29             257.10   (m)          843.5    (f) LEVELING    3  
 JA1799
 JA1799.Superseded values are not recommended for survey control.
 JA1799
 JA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1799.See file dsdata.pdf to determine how the superseded data were derived.
 JA1799
 JA1799_MARKER: DS = TRIANGULATION STATION DISK
 JA1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1799_STAMPING: CONE 1946
 JA1799_MARK LOGO: CGS
 JA1799_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1799+STABILITY: SURFACE MOTION
 JA1799
 JA1799  HISTORY     - Date     Condition        Report By
 JA1799  HISTORY     - 1946     MONUMENTED       CGS
 JA1799  HISTORY     - 1962     GOOD             CGS
 JA1799
 JA1799                          STATION DESCRIPTION
 JA1799
 JA1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1799'THE STATION IS LOCATED ON A LONE BRUSHY HILL ABOUT 5 MILES SOUTHWEST
 JA1799'OF AN ABANDONED SCHOOL HOUSE, 92 FEET EAST OF A 30-INCH WHITE OAK TREE
 JA1799'AND IS ON THE EAST EDGE OF THE HILL IN A CLUMP OF SMALL PEACH TREE.
 JA1799'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CONE 1946.
 JA1799'
 JA1799'REFERENCE MARK NO 1 IS 28.08 FEET SOUTHEAST OF THE STATION ON THE
 JA1799'SOUTHEAST SLOPE OF THE HILL.  THE MARK PROJECTS 3 INCHES AND THE DISK
 JA1799'IS STAMPED CONE NO 1 1946.
 JA1799'
 JA1799'REFERENCE MARK NO 2 IS 25.46 FEET SOUTHWEST OF THE STATION AND 69 FEET
 JA1799'EAST OF A 30-INCH WHITE OAK TREE.  THE MARK PROJECTS 3 INCHES AND THE
 JA1799'DISK IS STAMPED CONE NO 2 1946.
 JA1799'
 JA1799'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION, 15 FEET
 JA1799'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 10 FEET NORTH OF THE
 JA1799'CENTERLINE OF A FARM LANE AND A GATE AND 2 FEET WEST OF A FENCELINE.
 JA1799'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CONE 1946.
 JA1799'
 JA1799'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 145 IN
 JA1799'FRENCH LICK, GO EAST AND SOUTH ON ROUTE 145 FOR 3.75 MILES TO AN OLD
 JA1799'GARAGE AND A FORK TO THE RIGHT.  GO RIGHT ACROSS A BRIDGE AND FOLLOW
 JA1799'GRAVEL ROAD SOUTHWEST FOR 1.8 MILES, HERE GO LEFT AND SOUTH ON A
 JA1799'GRAVEL ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JA1799'STRAIGHT AHEAD FOR 0.2 MILE TO AN OLD SCHOOL HOUSE IN THE RIGHT, TURN
 JA1799'RIGHT ON TRACK ROAD AT SOUTH SIDE OF THE SCHOOL AND GO 0.1 MILE.  HERE
 JA1799'GO LEFT AND BEAR SOUTHWEST ACROSS FIELD AND TO THE TOP OF THE HILL AND
 JA1799'STATION SITE.
 JA1799'
 JA1799'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1799
 JA1799                          STATION RECOVERY (1962)
 JA1799
 JA1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JA1799'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JA1799'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WAS PROJECTING ABOUT 18
 JA1799'INCHES.  IT WAS SOLID IN THE GROUND.  MR AMOS DORSAM HAS BUILT A HOUSE
 JA1799'NEARBY AND THE DIRT WAS REMOVED FROM AROUND, THE AZIMUTH MARK WHEN HE
 JA1799'LANDSCAPED HIS YARD.  HE REQUESTED THAT THE MARK BE LOWERED. A SHORT
 JA1799'DESCRIPTION FOR THE LOWERED AZIMUTH MARK AND A REVISED TO REACH
 JA1799'FOLLOWS.
 JA1799'
 JA1799'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION, 129 FEET
 JA1799'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF STONE HOUSE OWNED BY AMOS
 JA1799'DORSAM, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAME HOUSE,
 JA1799'20 FEET WEST OF THE CENTER OF ROCK ROAD, 10 FEET NORTH OF THE CENTER
 JA1799'OF DRIVEWAY, AND 7 FEET WEST OF THE NORTH END OF A METAL CULVERT.  THE
 JA1799'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JA1799'CONE 1946.
 JA1799'
 JA1799'TO REACH THE STATION FROM THE POST OFFICE IN FRENCH LICK WHICH IS A
 JA1799'BLOCK EAST OF THE JUNCTION OF STATE HIGHWAYS 56 AND 145, GO EAST AND
 JA1799'SOUTH ON STATE HIGHWAY 145 FOR 3.7 MILES TO AN OLD GARAGE AND A FORK
 JA1799'TO THE RIGHT.  TURN RIGHT OFF THE HIGHWAY ACROSS A BRIDGE AND FOLLOW
 JA1799'GRAVEL ROAD SOUTHWEST FOR 1.8 MILES TO FORKS IN THE ROAD AT THE TOP OF
 JA1799'THE GRADE.  TAKE THE LEFT FORK AND GO SOUTH FOR 0.7 MILE TO AMOS
 JA1799'DORSAMS STONE HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 JA1799'TURN RIGHT OFF THE GRAVEL OR ROCK ROAD AND GO WEST ON A TRACK ROAD FOR
 JA1799'0.1 MILE TO A GATE ON THE LEFT JUST BEFORE CROSSING A WOODEN BRIDGE
 JA1799'OVER A GULLY.  TURN LEFT THRU THE GATE AND GO SOUTH ACROSS PASTURE TO
 JA1799'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3298 ***********************************************************************
 JZ3298  DESIGNATION -  CONNERSVILLE ST GABRIEL CH
 JZ3298  PID         -  JZ3298
 JZ3298  STATE/COUNTY-  IN/FAYETTE
 JZ3298  COUNTRY     -  US
 JZ3298  USGS QUAD   -  CONNERSVILLE (2019)
 JZ3298
 JZ3298                         *CURRENT SURVEY CONTROL
 JZ3298  ______________________________________________________________________
 JZ3298* NAD 83(1997) POSITION- 39 38 47.24498(N) 085 08 18.81965(W)   ADJUSTED
 JZ3298  ______________________________________________________________________
 JZ3298  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 JZ3298  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JZ3298  HORZ ORDER      -  THIRD
 JZ3298
 JZ3298.The horizontal coordinates were established by classical geodetic methods
 JZ3298.and adjusted by the National Geodetic Survey in May 1999.
 JZ3298
 JZ3298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3298.GEOID18 height accuracy estimate available here.
 JZ3298
 JZ3298.Click photographs - Photos may exist for this station.
 JZ3298
 JZ3298.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3298
 JZ3298. The following values were computed from the NAD 83(1997) position.
 JZ3298
 JZ3298;                    North         East     Units Scale Factor Converg.
 JZ3298;SPC IN E     -   488,397.909   145,327.302   MT  0.99999195   +0 20 13.1
 JZ3298;SPC IN E     - 1,602,352.14    476,794.66   sFT  0.99999195   +0 20 13.1
 JZ3298;UTM  16      - 4,390,174.274   659,713.559   MT  0.99991406   +1 11 16.6
 JZ3298
 JZ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5971390174(NAD 83)
 JZ3298
 JZ3298                          SUPERSEDED SURVEY CONTROL
 JZ3298
 JZ3298  NAD 83(1995)-  39 38 47.24631(N)    085 08 18.82469(W) AD(       ) 3
 JZ3298  NAD 83(1986)-  39 38 47.25006(N)    085 08 18.83174(W) AD(       ) 3
 JZ3298  NAD 27      -  39 38 47.07700(N)    085 08 18.96200(W) AD(       ) 3
 JZ3298
 JZ3298.Superseded values are not recommended for survey control.
 JZ3298
 JZ3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3298.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3298
 JZ3298_MARKER: 90 = CHURCH SPIRE
 JZ3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3298+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ3298
 JZ3298  HISTORY     - Date     Condition        Report By
 JZ3298  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3298  HISTORY     - 1940     GOOD             SCS
 JZ3298  HISTORY     - 20030618 GOOD             GEOCAC
 JZ3298
 JZ3298                          STATION DESCRIPTION
 JZ3298
 JZ3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3298'THIS STATION IS A TOWER ON THE S END OF THE ST. GABRIEL CHURCH IN
 JZ3298'CONNERSVILLE. IT IS LOCATED ON THE SW CORNER AT THE INTERSECTION
 JZ3298'OF W NINTH STREET AND WESTERN AVENUE. THE CHURCH WAS ERECTED IN 1883
 JZ3298'AND THE TOWER IS FAIRLY PROMINENT.
 JZ3298'
 JZ3298'THE BASE OF THE TOWER IS ABOUT 90 FEET HIGH WITH A LEDGE AROUND THE
 JZ3298'TOP, ON THIS THERE IS A SMALL SPIRE AT EACH CORNER. IN THE
 JZ3298'CENTER THERE IS A TALL GRAY SLATE ROOFED SPIRE ABOUT 50 FEET HIGH
 JZ3298'WITH A LARGE GOLD CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 190
 JZ3298'FEET.
 JZ3298
 JZ3298                          STATION RECOVERY (1940)
 JZ3298
 JZ3298'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940 (JA)
 JZ3298'RECOVERED AS DESCRIBED. LETTER OF MR. JOSEPH ANDREWS, SOIL
 JZ3298'CONSERVATION SERVICE, DIVISION OF CARTOGRAPHY, WASHINGTON, D.C.,
 JZ3298'DATED DEC. 5, 1940.
 JZ3298
 JZ3298                          STATION RECOVERY (2003)
 JZ3298
 JZ3298'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3298'1939 DESCRIPTION IS CORRECT EXCEPT THE CHURCH IS ON THE NORTHEAST
 JZ3298'CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3436 ***********************************************************************
 JZ3436  DESIGNATION -  CONPORT
 JZ3436  PID         -  JZ3436
 JZ3436  STATE/COUNTY-  IN/FAYETTE
 JZ3436  COUNTRY     -  US
 JZ3436  USGS QUAD   -  CONNERSVILLE (2019)
 JZ3436
 JZ3436                         *CURRENT SURVEY CONTROL
 JZ3436  ______________________________________________________________________
 JZ3436* NAD 83(1997) POSITION- 39 41 42.81014(N) 085 08 06.27562(W)   ADJUSTED
 JZ3436* NAD 83(1997) ELLIP HT-   229.448 (meters)        (05/25/99)   ADJUSTED
 JZ3436* NAVD 88 ORTHO HEIGHT -   262.8   (meters)      862.    (feet) VERTCON3
 JZ3436  ______________________________________________________________________
 JZ3436  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ3436  NAD 83(1997) X  -    416,789.390 (meters)                     COMP
 JZ3436  NAD 83(1997) Y  - -4,896,861.622 (meters)                     COMP
 JZ3436  NAD 83(1997) Z  -  4,052,151.690 (meters)                     COMP
 JZ3436  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 JZ3436  HORZ ORDER      -  THIRD
 JZ3436  ELLP ORDER      -  FOURTH    CLASS I
 JZ3436
 JZ3436.This mark is at Mettel Field Airport (CEV)
 JZ3436
 JZ3436.The horizontal coordinates were established by GPS observations
 JZ3436.and adjusted by the National Geodetic Survey in May 1999.
 JZ3436
 JZ3436.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3436
 JZ3436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3436.GEOID18 height accuracy estimate available here.
 JZ3436
 JZ3436.Click photographs - Photos may exist for this station.
 JZ3436
 JZ3436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3436
 JZ3436.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3436
 JZ3436.The ellipsoidal height was determined by GPS observations
 JZ3436.and is referenced to NAD 83.
 JZ3436
 JZ3436. The following values were computed from the NAD 83(1997) position.
 JZ3436
 JZ3436;                    North         East     Units Scale Factor Converg.
 JZ3436;SPC IN E     -   493,814.176   145,594.303   MT  0.99999225   +0 20 22.3
 JZ3436;SPC IN E     - 1,620,122.01    477,670.64   sFT  0.99999225   +0 20 22.3
 JZ3436;UTM  16      - 4,395,593.491   659,900.034   MT  0.99991479   +1 11 29.0
 JZ3436
 JZ3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3436!SPC IN E     -   0.99996400  x   0.99999225  =   0.99995625
 JZ3436!UTM  16      -   0.99996400  x   0.99991479  =   0.99987880
 JZ3436
 JZ3436:                Primary Azimuth Mark                     Grid Az
 JZ3436:SPC IN E     -  CONPORT AZ MK                            033 42 40.3
 JZ3436:UTM  16      -  CONPORT AZ MK                            032 51 33.6
 JZ3436
 JZ3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5990095593(NAD 83)
 JZ3436
 JZ3436|---------------------------------------------------------------------|
 JZ3436| PID    Reference Object                     Distance      Geod. Az  |
 JZ3436|                                                           dddmmss.s |
 JZ3436| JZ3437 CONPORT AZ MK                       APPROX. 0.6 KM 0340302.6 |
 JZ3436|---------------------------------------------------------------------|
 JZ3436
 JZ3436                          SUPERSEDED SURVEY CONTROL
 JZ3436
 JZ3436  NAD 83(1995)-  39 41 42.81125(N)    085 08 06.28267(W) AD(       ) 3
 JZ3436  NAD 83(1986)-  39 41 42.81516(N)    085 08 06.29086(W) AD(       ) 3
 JZ3436  NAD 27      -  39 41 42.63329(N)    085 08 06.42870(W) AD(       ) 3
 JZ3436  NGVD 29 (02/23/89)  262.9    (m)  RAPSU86  model used  GPS OBS        
 JZ3436
 JZ3436.Superseded values are not recommended for survey control.
 JZ3436
 JZ3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3436.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3436
 JZ3436_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3436_STAMPING: CONPORT 1986
 JZ3436_MARK LOGO: NGS
 JZ3436_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3436+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 JZ3436
 JZ3436  HISTORY     - Date     Condition        Report By
 JZ3436  HISTORY     - 1988     MONUMENTED       NGS
 JZ3436  HISTORY     - 20050204 GOOD             BFSINC
 JZ3436  HISTORY     - 20080611 GOOD             BFSINC
 JZ3436
 JZ3436                          STATION DESCRIPTION
 JZ3436
 JZ3436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JZ3436'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHWEST OF RICHMOND,
 JZ3436'24.1 KM (15.00 MI) SOUTH OF INTERSTATE HIGHWAY 70, 7.2 KM (4.45 MI)
 JZ3436'NORTHEAST OF CONNERSVILLE AND AT THE CONNERSVILLE-METTEL AIRPORT.
 JZ3436'OWNERSHIP--ROSE CITY AVIATION, RT 1, BOX 240A, CONNERSVILLE, IN
 JZ3436'47331, PHONE 317-827-1529.  AIRPORT MANAGER IS LINDA WARD AND JOE
 JZ3436'REKE JR.
 JZ3436'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS I AND 44 IN
 JZ3436'CONNERSVILLE, GO NORTH ON STATE HIGHWAY 1, WINDING THRU TOWN, FOR 7.4
 JZ3436'KM (4.60 MI) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 JZ3436'EAST-NORTHEAST ON PAVED ROAD FOR 0.2 KM (0.10 MI) TO RAILROAD TRACKS.
 JZ3436'CROSS OVER TRACKS AND GO THE THE LEFT, NORTHEAST, ON PAVED ROAD FOR
 JZ3436'0.3 KM (0.20 MI) TO AIRPORT OFFICE ON THE RIGHT.  FROM THE SOUTH SIDE
 JZ3436'OF THE OFFICE BUILDING GO SOUTH FOR 38 METERS TO MARK JUST NORTH FROM
 JZ3436'A FENCE CORNER.
 JZ3436'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---CONPORT
 JZ3436'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3436'FLUSH WITH THE GROUND.  LOCATED 22.0 M (72.2 FT) SOUTHWEST FROM A GAS
 JZ3436'PUMP, 6.65 M (21.8 FT) NORTH-NORTHEAST FROM A CHAINLINK FENCE CORNER
 JZ3436'AND 1.85 M (6.1 FT) EAST FROM FIBERGLASS WITNESS POST IN FENCELINE.
 JZ3436'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3436'DESCRIBED BY D.A. BOWLING.
 JZ3436
 JZ3436                          STATION RECOVERY (2005)
 JZ3436
 JZ3436'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 JZ3436'RECOVERED IN GOOD CONDITION.
 JZ3436
 JZ3436                          STATION RECOVERY (2008)
 JZ3436
 JZ3436'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 JZ3436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3437 ***********************************************************************
 JZ3437  DESIGNATION -  CONPORT AZ MK
 JZ3437  PID         -  JZ3437
 JZ3437  STATE/COUNTY-  IN/FAYETTE
 JZ3437  COUNTRY     -  US
 JZ3437  USGS QUAD   -  CONNERSVILLE (2019)
 JZ3437
 JZ3437                         *CURRENT SURVEY CONTROL
 JZ3437  ______________________________________________________________________
 JZ3437* NAD 83(1997) POSITION- 39 41 59.70666(N) 085 07 51.49343(W)   ADJUSTED
 JZ3437* NAD 83(1997) ELLIP HT-   228.212 (meters)        (05/25/99)   ADJUSTED
 JZ3437* NAVD 88 ORTHO HEIGHT -   261.5   (meters)      858.    (feet) VERTCON3
 JZ3437  ______________________________________________________________________
 JZ3437  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ3437  NAD 83(1997) X  -    417,111.994 (meters)                     COMP
 JZ3437  NAD 83(1997) Y  - -4,896,499.129 (meters)                     COMP
 JZ3437  NAD 83(1997) Z  -  4,052,551.872 (meters)                     COMP
 JZ3437  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 JZ3437  HORZ ORDER      -  THIRD
 JZ3437  ELLP ORDER      -  FOURTH    CLASS I
 JZ3437
 JZ3437.This mark is at Mettel Field Airport (CEV)
 JZ3437
 JZ3437.The horizontal coordinates were established by GPS observations
 JZ3437.and adjusted by the National Geodetic Survey in May 1999.
 JZ3437
 JZ3437.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3437
 JZ3437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3437.GEOID18 height accuracy estimate available here.
 JZ3437
 JZ3437.Click photographs - Photos may exist for this station.
 JZ3437
 JZ3437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3437
 JZ3437.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3437
 JZ3437.The ellipsoidal height was determined by GPS observations
 JZ3437.and is referenced to NAD 83.
 JZ3437
 JZ3437. The following values were computed from the NAD 83(1997) position.
 JZ3437
 JZ3437;                    North         East     Units Scale Factor Converg.
 JZ3437;SPC IN E     -   494,337.370   145,943.378   MT  0.99999264   +0 20 31.9
 JZ3437;SPC IN E     - 1,621,838.52    478,815.90   sFT  0.99999264   +0 20 31.9
 JZ3437;UTM  16      - 4,396,121.775   660,241.264   MT  0.99991613   +1 11 38.9
 JZ3437
 JZ3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3437!SPC IN E     -   0.99996420  x   0.99999264  =   0.99995684
 JZ3437!UTM  16      -   0.99996420  x   0.99991613  =   0.99988033
 JZ3437
 JZ3437:                Primary Azimuth Mark                     Grid Az
 JZ3437:SPC IN E     -  CONPORT                                  213 42 40.2
 JZ3437:UTM  16      -  CONPORT                                  212 51 33.2
 JZ3437
 JZ3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6024196121(NAD 83)
 JZ3437
 JZ3437|---------------------------------------------------------------------|
 JZ3437| PID    Reference Object                     Distance      Geod. Az  |
 JZ3437|                                                           dddmmss.s |
 JZ3437| JZ3436 CONPORT                             APPROX. 0.6 KM 2140312.1 |
 JZ3437|---------------------------------------------------------------------|
 JZ3437
 JZ3437                          SUPERSEDED SURVEY CONTROL
 JZ3437
 JZ3437  NAD 83(1995)-  39 41 59.70778(N)    085 07 51.50048(W) AD(       ) 3
 JZ3437  NAD 83(1986)-  39 41 59.71169(N)    085 07 51.50867(W) AD(       ) 3
 JZ3437  NAD 27      -  39 41 59.53000(N)    085 07 51.64698(W) AD(       ) 3
 JZ3437  NGVD 29 (02/23/89)  261.7    (m)  RAPSU86  model used  GPS OBS        
 JZ3437
 JZ3437.Superseded values are not recommended for survey control.
 JZ3437
 JZ3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3437.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3437
 JZ3437_MARKER: DZ = AZIMUTH MARK DISK
 JZ3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3437_STAMPING: CONPORT 1986
 JZ3437_MARK LOGO: NGS
 JZ3437_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3437+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 JZ3437
 JZ3437  HISTORY     - Date     Condition        Report By
 JZ3437  HISTORY     - 1988     MONUMENTED       NGS
 JZ3437  HISTORY     - 20050204 GOOD             BFSINC
 JZ3437
 JZ3437                          STATION DESCRIPTION
 JZ3437
 JZ3437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JZ3437'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHWEST OF RICHMOND,
 JZ3437'24.1 KM (15.00 MI) SOUTH OF INTERSTATE HIGHWAY 70, 7.2 KM (4.45 MI)
 JZ3437'NORTHEAST OF CONNERSVILLE AND AT THE CONNERSVILLE-METTEL AIRPORT.
 JZ3437'OWNERSHIP--ROSE CITY AVIATION, RT 1, BOX 240A, CONNERSVILLE, IN
 JZ3437'47331, PHONE 317-827-1529.  AIRPORT MANAGER IS LINDA WARD AND JOE
 JZ3437'REKE JR.
 JZ3437'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS I AND 44 IN
 JZ3437'CONNERSVILLE, GO NORTH ON STATE HIGHWAY 1, WINDING THRU TOWN, FOR 7.4
 JZ3437'KM (4.60 MI) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 JZ3437'EAST-NORTHEAST ON PAVED ROAD FOR 0.2 KM (0.10 MI) TO RAILROAD TRACKS.
 JZ3437'CROSS OVER TRACKS AND GO THE THE LEFT, NORTHEAST, ON PAVED ROAD FOR
 JZ3437'0.3 KM (0.20 MI) TO AIRPORT OFFICE ON THE RIGHT.  FROM THE SOUTH SIDE
 JZ3437'OF THE OFFICE BUILDING GO NORTHEASTERLY ACROSS AIRPORT APRON TO
 JZ3437'TAXIWAY FOR 0.65 KM (0.40 MI) TO EDGE OF RUNWAY AND THE MARK ON THE
 JZ3437'LEFT BETWEEN TWO BLUE RUNWAY MARKER LIGHTS.
 JZ3437'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---CONPORT
 JZ3437'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3437'FLUSH WITH THE GROUND.  LOCATED 16.2 M (53.1 FT) WEST FROM CENTER OF
 JZ3437'RUNWAY, 15.3 M (50.2 FT) NORTH FROM THE CENTER OF TAXIWAY, 1.0 M
 JZ3437'(3.3 FT) SOUTHWEST FROM A BLUE RUNWAY MARKER LIGHT, 1.0 M (3.3 FT)
 JZ3437'SOUTHEAST FROM A BLUE RUNWAY MARKER LIGHT AND 0.6 M (2.0 FT) SOUTH
 JZ3437'FROM A FIBERGLASS WITNESS POST.
 JZ3437'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3437'DESCRIBED BY D.A. BOWLING.
 JZ3437
 JZ3437                          STATION RECOVERY (2005)
 JZ3437
 JZ3437'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 JZ3437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2555 ***********************************************************************
 ME2555  DESIGNATION -  CONRAD
 ME2555  PID         -  ME2555
 ME2555  STATE/COUNTY-  IN/NEWTON
 ME2555  COUNTRY     -  US
 ME2555  USGS QUAD   -  ENOS (2019)
 ME2555
 ME2555                         *CURRENT SURVEY CONTROL
 ME2555  ______________________________________________________________________
 ME2555* NAD 83(1997) POSITION- 41 04 43.97868(N) 087 26 56.29709(W)   ADJUSTED
 ME2555* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 ME2555  ______________________________________________________________________
 ME2555  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 ME2555  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 ME2555  HORZ ORDER      -  SECOND
 ME2555
 ME2555.The horizontal coordinates were established by classical geodetic methods
 ME2555.and adjusted by the National Geodetic Survey in May 1999.
 ME2555
 ME2555.The orthometric height was scaled from a topographic map.
 ME2555
 ME2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2555.GEOID18 height accuracy estimate available here.
 ME2555
 ME2555.Click photographs - Photos may exist for this station.
 ME2555
 ME2555.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2555
 ME2555. The following values were computed from the NAD 83(1997) position.
 ME2555
 ME2555;                    North         East     Units Scale Factor Converg.
 ME2555;SPC IN W     -   647,382.647   869,274.674   MT  0.99997828   -0 14 24.9
 ME2555;SPC IN W     - 2,123,954.57  2,851,945.33   sFT  0.99997828   -0 14 24.9
 ME2555;UTM  16      - 4,547,610.976   462,285.817   MT  0.99961751   -0 17 42.1
 ME2555
 ME2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2555!SPC IN W     -   0.99997341  x   0.99997828  =   0.99995169
 ME2555!UTM  16      -   0.99997341  x   0.99961751  =   0.99959093
 ME2555
 ME2555:                Primary Azimuth Mark                     Grid Az
 ME2555:SPC IN W     -  CONRAD AZ MK RESET                       002 27 37.8
 ME2555:UTM  16      -  CONRAD AZ MK RESET                       002 30 55.0
 ME2555
 ME2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6228547610(NAD 83)
 ME2555
 ME2555|---------------------------------------------------------------------|
 ME2555| PID    Reference Object                     Distance      Geod. Az  |
 ME2555|                                                           dddmmss.s |
 ME2555| CM3340 CONRAD AZ MK RESET                                 0021312.9 |
 ME2555| CM3339 CONRAD AZ MK                                       0040857.9 |
 ME2555| CM3341 CONRAD RM 1                          30.007 METERS 01422     |
 ME2555| CM3343 CONRAD RM 3                           4.602 METERS 02924     |
 ME2555| CM3344 CONRAD RM 4                           4.902 METERS 15533     |
 ME2555| CM3342 CONRAD RM 2                          26.686 METERS 16519     |
 ME2555| ME2557 ENOS GRAIN CO ELEVATOR              APPROX. 7.1 KM 1773803.9 |
 ME2555|---------------------------------------------------------------------|
 ME2555
 ME2555                          SUPERSEDED SURVEY CONTROL
 ME2555
 ME2555  NAD 83(1986)-  41 04 43.98370(N)    087 26 56.30172(W) AD(       ) 2
 ME2555  NAD 27      -  41 04 43.86380(N)    087 26 56.18100(W) AD(       ) 2
 ME2555
 ME2555.Superseded values are not recommended for survey control.
 ME2555
 ME2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2555.See file dsdata.pdf to determine how the superseded data were derived.
 ME2555
 ME2555_MARKER: DS = TRIANGULATION STATION DISK
 ME2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2555_STAMPING: CONRAD 1952
 ME2555_MARK LOGO: CGS
 ME2555_PROJECTION: RECESSED 36 CENTIMETERS
 ME2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2555+STABILITY: SURFACE MOTION
 ME2555
 ME2555  HISTORY     - Date     Condition        Report By
 ME2555  HISTORY     - 1952     MONUMENTED       CGS
 ME2555  HISTORY     - 1960     GOOD             CGS
 ME2555  HISTORY     - 1967     GOOD             CGS
 ME2555
 ME2555                          STATION DESCRIPTION
 ME2555
 ME2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2555'STATION IS LOCATED ABOUT 4 MILES SOUTH OF LAKE VILLAGE AND ABOUT 4-1/2
 ME2555'MILES NORTH OF ENOS ALONG THE WEST SIDE OF U.S. HIGHWAY 41 AND IS ON
 ME2555'PROPERTY OWNED BY MR. PATRICK J.  OMALLEY.  IT IS 55 FEET WEST OF THE
 ME2555'CENTER OF HIGHWAY, 28 FEET NORTH OF THE CENTER OF A DRIVEWAY, 24 FEET
 ME2555'NORTHWEST OF A WHITE WITNESS POST AND 23 FEET WEST OF A NORTH-SOUTH
 ME2555'FENCELINE.  THE MARK IS UNDERGROUND ABOUT 14 INCHES AND THE DISK IS
 ME2555'STAMPED CONRAD 1952.
 ME2555'
 ME2555'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2555'1 FOOT WEST OF THE FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ME2555'IS STAMPED CONRAD NO 1 1952.
 ME2555'
 ME2555'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2555'1 FOOT WEST OF THE FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2555'STAMPED CONRAD NO 2 1952.
 ME2555'
 ME2555'AZIMUTH MARK IS 68 FEET SOUTHEAST OF THE EAST END OF A CONCRETE
 ME2555'CULVERT, 29 FEET EAST OF THE CENTER OF U.S. HIGHWAY 41 AND 2.6 FEET
 ME2555'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 ME2555'DISK IS STAMPED CONRAD 1952.
 ME2555'
 ME2555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2555'HIGHWAY 10 IN LAKE VILLAGE, GO SOUTH ON U.S. HIGHWAY 41 FOR 3.8 MILES
 ME2555'TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE ON
 ME2555'HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2555'
 ME2555'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2555
 ME2555                          STATION RECOVERY (1960)
 ME2555
 ME2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 ME2555'ALL MARKS RECOVERED IN GOOD CONDITION, EXCEPT AZIMUTH MARK FOUND
 ME2555'FRACTURED ON E-W LINE JUST S OF ITS CENTER AND THRU ITS FULL LENGTH AS
 ME2555'IF CLEFT BY PRESSURE OF SUCH AS A TRACTOR TRACTION CLEAT.  THE DISK
 ME2555'WAS GONE BUT THE STEM OF IT REMAINED AND APPARENTLY WAS NOT DISPLACED
 ME2555'EXCEPT POSSIBLY SLIGHTLY ALONG THE LINE FROM THE STATION.  A NEW
 ME2555'AZIMUTH WAS SET.
 ME2555'
 ME2555'ABOUT 4.0 MILES S ALONG NO. 41 U.S. HIGHWAY FROM THE CENTER OF TOWN OF
 ME2555'LAKE VILLAGE, 1.0 MILES S OF A 90-FOOT CONCRETE BRIDGE, 180 FEET S OF
 ME2555'CENTER LINE OF ONE DRIVEWAY, 31 FEET NNW OF ANOTHER, 55 FEET W OF
 ME2555'CENTER LINE OF 22-FOOT PAVEMENT OF THE S-BOUND LANES OF THE HIGHWAY
 ME2555'(N-BOUND LANES IN PLANNING PROCESS), STANDARD DISKS STAMPED CONRAD
 ME2555'1952 WITH THE SURFACE MARK ONE FOOT UNDERGROUND.
 ME2555'
 ME2555'REFERENCE STAMPED CONRAD NO 1 1952, FLUSH, IS 84 FEET S OF CENTER LINE
 ME2555'OF DRIVEWAY, 32 FEET W OF CENTER OF S-BOUND LANES, 68.5 FEET S OF
 ME2555'PROPERTY LINE BETWEEN STEFANSCO AND OMALLEY, AND ABOUT A FOOT LOWER
 ME2555'THAN THE S-BOUND LANES.
 ME2555'
 ME2555'REFERENCE STAMPED CONRAD NO 2 1952, ABOUT 0.5 FOOT UNDERGROUND DUE TO
 ME2555'FENCELINE ACCUMULATION, 120 FEET N OF PROJECTED PLANE OF N WALL OF
 ME2555'CONCRETE STUCCO HOUSE, 32 FEET W OF CENTER LINE OF S-BOUND LANES,
 ME2555'ABOUT LEVEL WITH SAME, ONE FOOT W OF A FENCE, AND 1.0 FEET W OF A
 ME2555'STEEL WITNESS POST.
 ME2555'
 ME2555'AZIMUTH MARK STAMPED CONRAD RESET 1960, IS A STANDARD DISK CEMENTED IN
 ME2555'A DRILL HOLE IN TOP OF CURBWALL OF 5-FOOT SPAN CONCRETE CULVERT, 0.5
 ME2555'FOOT FROM THE N END OF THE 1- BY 8-FOOT CURB, 16.7 FEET W OF CENTER
 ME2555'LINE OF S-BOUND LANES, AND 0.5 FOOT LOWER THAN SAME.
 ME2555'
 ME2555'IT IS ANTICIPATED THAT THE REMAINS OF THE ORIGINAL AZIMUTH MARK WILL
 ME2555'BE REMOVED BY THE PLANNED ADDITION OF A N-BOUND PAIR OF HIGHWAY LANES.
 ME2555'THE REFERENCE MARK DISTANCES CHECK THE ORIGINALS EXACTLY.  DIRECTIONS
 ME2555'OR ANGLES TO R.M.S FROM THE ORIGINAL AZIMUTH MARK ARE 9 AND 14 SECONDS
 ME2555'LESS RESPECTIVELY.
 ME2555
 ME2555                          STATION RECOVERY (1967)
 ME2555
 ME2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2555'THE STATION MARK AND AZIMUTH MARK 1960 WERE FOUND IN GOOD CONDITION.
 ME2555'REFERENCE MARK 2 WAS FOUND LEANING IN A DITCH LINE AND THE DISK WAS
 ME2555'REMOVED.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED LOST.
 ME2555'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 ME2555'
 ME2555'ABOUT 4 MILES SOUTH OF LAKE VILLAGE, 4-1/2 MILES NORTH OF ENOS AND 1
 ME2555'MILE SOUTH OF A 90 FOOT CONCRETE BRIDGE.  IT IS 178 FEET SOUTH OF THE
 ME2555'CENTERLINE OF A DRIVEWAY WEST, 55 FEET WEST OF THE CENTERLINE OF THE
 ME2555'SOUTH BOUND LANE OF U.S. HIGHWAY 41, 5-1/2 FEET WEST OF A WIRE FENCE
 ME2555'AND A METAL WITNESS POST AND 20 FEET NORTHWEST OF A POWER POLE.  THE
 ME2555'MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK IS STAMPED CONRAD 1952.
 ME2555'
 ME2555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2555'HIGHWAY 10 AT THE NORTHWEST EDGE OF LAKE VILLAGE, GO SOUTH ON HIGHWAY
 ME2555'41 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 ME2555'THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 ME2555'
 ME2555'REFERENCE MARK 3 IS 49 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 ME2555'LANE, 14 FEET NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 ME2555'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CONRAD 1952 NO
 ME2555'3 1967.
 ME2555'
 ME2555'REFERENCE MARK 4 IS 49 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 ME2555'TRAFFIC LANE, 13 FEET SOUTH OF THE WITNESS POST, 5 FEET NORTH OF THE
 ME2555'POWER POLE AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 6
 ME2555'INCHES AND THE DISK IS STAMPED CONRAD 1952 NO 4 1967.
 ME2555'
 ME2555'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTH
 ME2555'END OF A CONCRETE HEADWALL.  IT IS 17 FEET WEST OF THE CENTERLINE OF
 ME2555'THE SOUTH BOUND LANE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL
 ME2555'WITNESS POST.  THE DISK IS STAMPED CONRAD RESET 1960.
 ME2555'
 ME2555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES SOUTH OF
 ME2555'LAKE VILLAGE.
 ME2555'
 ME2555'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2046 ***********************************************************************
 JA2046  DESIGNATION -  CONRAD
 JA2046  PID         -  JA2046
 JA2046  STATE/COUNTY-  IN/GIBSON
 JA2046  COUNTRY     -  US
 JA2046  USGS QUAD   -  CYNTHIANA (2019)
 JA2046
 JA2046                         *CURRENT SURVEY CONTROL
 JA2046  ______________________________________________________________________
 JA2046* NAD 83(1997) POSITION- 38 10 36.87911(N) 087 38 23.92220(W)   ADJUSTED
 JA2046* NAVD 88 ORTHO HEIGHT -   154.4   (meters)      507.    (feet) VERTCON3
 JA2046  ______________________________________________________________________
 JA2046  GEOID HEIGHT    -        -31.238 (meters)                     GEOID18
 JA2046  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 JA2046  HORZ ORDER      -  SECOND
 JA2046
 JA2046.The horizontal coordinates were established by classical geodetic methods
 JA2046.and adjusted by the National Geodetic Survey in May 1999.
 JA2046
 JA2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2046
 JA2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2046.GEOID18 height accuracy estimate available here.
 JA2046
 JA2046.Click photographs - Photos may exist for this station.
 JA2046
 JA2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2046
 JA2046. The following values were computed from the NAD 83(1997) position.
 JA2046
 JA2046;                    North         East     Units Scale Factor Converg.
 JA2046;SPC IN W     -   325,276.591   851,227.624   MT  0.99999595   -0 20 38.6
 JA2046;SPC IN W     - 1,067,178.28  2,792,735.96   sFT  0.99999595   -0 20 38.6
 JA2046;UTM  16      - 4,225,637.443   443,946.580   MT  0.99963870   -0 23 44.1
 JA2046
 JA2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2046!SPC IN W     -   0.99998068  x   0.99999595  =   0.99997663
 JA2046!UTM  16      -   0.99998068  x   0.99963870  =   0.99961939
 JA2046
 JA2046:                Primary Azimuth Mark                     Grid Az
 JA2046:SPC IN W     -  CONRAD AZ MK                             321 29 54.1
 JA2046:UTM  16      -  CONRAD AZ MK                             321 32 59.6
 JA2046
 JA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4394625637(NAD 83)
 JA2046
 JA2046|---------------------------------------------------------------------|
 JA2046| PID    Reference Object                     Distance      Geod. Az  |
 JA2046|                                                           dddmmss.s |
 JA2046| CG8367 CONRAD RM 1                          13.445 METERS 10145     |
 JA2046| CG8368 CONRAD RM 2                          14.260 METERS 28056     |
 JA2046| JA2045 CYNTHIANA MUNICIPAL TANK            APPROX. 6.3 KM 2811006.8 |
 JA2046| CG8366 CONRAD AZ MK                                       3210915.5 |
 JA2046|---------------------------------------------------------------------|
 JA2046
 JA2046                          SUPERSEDED SURVEY CONTROL
 JA2046
 JA2046  NAD 83(1993)-  38 10 36.88452(N)    087 38 23.92174(W) AD(       ) 2
 JA2046  NAD 83(1986)-  38 10 36.88820(N)    087 38 23.92385(W) AD(       ) 2
 JA2046  NAD 27      -  38 10 36.73561(N)    087 38 23.83608(W) AD(       ) 2
 JA2046  NGVD 29 (07/19/86)  154.5    (m)          507.     (f) VERT ANG       
 JA2046
 JA2046.Superseded values are not recommended for survey control.
 JA2046
 JA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2046.See file dsdata.pdf to determine how the superseded data were derived.
 JA2046
 JA2046_MARKER: DE = TRAVERSE STATION DISK
 JA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2046_STAMPING: CONRAD 1961
 JA2046_MARK LOGO: CGS
 JA2046_PROJECTION: FLUSH
 JA2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2046+STABILITY: SURFACE MOTION
 JA2046
 JA2046  HISTORY     - Date     Condition        Report By
 JA2046  HISTORY     - 1961     MONUMENTED       CGS
 JA2046  HISTORY     - 1964     GOOD             CGS
 JA2046
 JA2046                          STATION DESCRIPTION
 JA2046
 JA2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2046'STATION IS ABOUT 4.0 MILE SOUTHWEST OF HAUBSTADT, ABOUT 4.0 MILES
 JA2046'EAST-SOUTHEAST OF CYNTHIANA, ON PROPERTY OWNED BY MR CONRAD MONTGOMERY
 JA2046'AND IN OPEN PASTURE ON HIGHEST POINT OF BARE TOPPED KNOLL.
 JA2046'
 JA2046'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 65 AND 68 IN CYNTHIANA,
 JA2046'GO EAST AND NORTH ON STATE HIGHWAYS 65 AND 68 MAKING SEVERAL JOGS FOR
 JA2046'1.4 MILE TO THEIR JUNCTION, TURN RIGHT AND GO EAST ON STATE HIGHWAY 68
 JA2046'FOR 2.7 MILES TO A CHURCH ON LEFT, CONTINUE EAST ON STATE HIGHWAY 68
 JA2046'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON GRAVELED
 JA2046'ROAD FOR 1.1 MILES TO T ROAD AT RED IRON BRIDGE, TURN LEFT CROSSING
 JA2046'BRIDGE AND GO EAST FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT GO
 JA2046'SOUTH 0.05 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE SOUTH 0.2 MILE TO
 JA2046'WHERE ROAD TURNS LEFT, TURN LEFT GO EAST 0.05 MILE TO BLACK CINDER
 JA2046'ROAD STRAIGHT AHEAD, CONTINUE EAST ON CINDER ROAD 0.05 MILE TO GATE,
 JA2046'PASS THROUGH GATE AND GO EAST 0.1 MILE TO WHITE HOUSE ON LEFT, GO
 JA2046'SOUTH ALONG WEST SIDE OF FENCE IN PASTURE FOR 0.1 MILE TO FENCE
 JA2046'CORNER, TURN LEFT AND GO SOUTHEAST 0.05 MILE TO TOP OF KNOLL AND
 JA2046'STATION.
 JA2046'
 JA2046'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CONRAD 1961, IS SET IN
 JA2046'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 JA2046'SURFACE OF THE GROUND.  THE MARK IS ON THE TOP OF A BARE KNOLL, 241
 JA2046'FEET SOUTH OF FENCE CORNER AND 116 FEET NORTHEAST OF A 12 INCH PECAN
 JA2046'TREE.
 JA2046'
 JA2046'REFERENCE MARK 1, A STANDARD REFERENCE MARK STAMPED CONRAD NO 1 1961,
 JA2046'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 JA2046'WITH THE SURFACE OF THE GROUND.  THE MARK IS 253 FEET SOUTH-SOUTHEAST
 JA2046'OF FENCE CORNER AND 152 FEET WEST-NORTHWEST OF A 12 INCH PECAN TREE.
 JA2046'
 JA2046'REFERENCE MARK 2, A STANDARD REFERENCE MARK STAMPED CONRAD NO 2 1961,
 JA2046'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 JA2046'WITH THE SURFACE OF THE GROUND.  THE MARK IS 237 FEET SOUTH-SOUTHWEST
 JA2046'OF THE FENCE CORNER AND 85 FEET NORTH EAST OF A 12 INCH PECAN TREE.
 JA2046'
 JA2046'AZIMUTH MARK, A STANDARD AZIMUTH MARK STAMPED CONRAD 1961, IS SET IN
 JA2046'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 JA2046'SURFACE OF THE GROUND.  THE MARK IS 211 FEET SOUTH OF THE CENTER OF
 JA2046'EAST-WEST ROAD, 21 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 1.5
 JA2046'FEET NORTH OF A POWER POLE AND 1 FOOT EAST OF THE FENCE.
 JA2046'
 JA2046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA2046
 JA2046                          STATION RECOVERY (1964)
 JA2046
 JA2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA2046'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JA2046'
 JA2046'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JA2046'EXCEPTION.  IT IS 1 FOOT NORTH OF A STEEL WITNESS POST AND NOT 1.5
 JA2046'FEET NORTH OF A POWERLINE POLE AS GIVEN IN THE ORIGINAL DESCRIPTION.
 JA2046'THE MARK WAS FOUND IN GOOD CONDITION.
 JA2046'
 JA2046'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JA2046'EXCEPTION.  IT IS 152 FEET EAST-NORTHEAST OF THE 12-INCH PECAN TREE
 JA2046'AND NOT 152 FEET WNW AS GIVEN IN THE ORIGINAL DESCRIPTION.
 JA2046'
 JA2046'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JA2046'CONDITION.
 JA2046'
 JA2046'THE STATION IS ADEQUATELY DESCRIBED AND THE TO REACH IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2492 ***********************************************************************
 LB2492  DESIGNATION -  CONTINENTAL
 LB2492  PID         -  LB2492
 LB2492  STATE/COUNTY-  IN/HOWARD
 LB2492  COUNTRY     -  US
 LB2492  USGS QUAD   -  KOKOMO WEST (2019)
 LB2492
 LB2492                         *CURRENT SURVEY CONTROL
 LB2492  ______________________________________________________________________
 LB2492* NAD 83(1997) POSITION- 40 29 49.40274(N) 086 07 54.09026(W)   ADJUSTED
 LB2492* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LB2492  ______________________________________________________________________
 LB2492  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB2492  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB2492  HORZ ORDER      -  THIRD
 LB2492
 LB2492.The horizontal coordinates were established by classical geodetic methods
 LB2492.and adjusted by the National Geodetic Survey in May 1999.
 LB2492
 LB2492.The orthometric height was scaled from a topographic map.
 LB2492
 LB2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2492.GEOID18 height accuracy estimate available here.
 LB2492
 LB2492.Click photographs - Photos may exist for this station.
 LB2492
 LB2492.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2492
 LB2492. The following values were computed from the NAD 83(1997) position.
 LB2492
 LB2492;                    North         East     Units Scale Factor Converg.
 LB2492;SPC IN E     -   582,812.526    60,580.387   MT  0.99998579   -0 18 07.2
 LB2492;SPC IN E     - 1,912,110.76    198,754.15   sFT  0.99998579   -0 18 07.2
 LB2492;UTM  16      - 4,483,290.068   573,578.771   MT  0.99966664   +0 33 50.1
 LB2492
 LB2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2492!SPC IN E     -   0.99996604  x   0.99998579  =   0.99995183
 LB2492!UTM  16      -   0.99996604  x   0.99966664  =   0.99963270
 LB2492
 LB2492:                Primary Azimuth Mark                     Grid Az
 LB2492:SPC IN E     -  WASHINGTON                               183 02 57.4
 LB2492:UTM  16      -  WASHINGTON                               182 11 00.1
 LB2492
 LB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7357883290(NAD 83)
 LB2492
 LB2492|---------------------------------------------------------------------|
 LB2492| PID    Reference Object                     Distance      Geod. Az  |
 LB2492|                                                           dddmmss.s |
 LB2492| CC8487 CONTINENTAL RM 1                     27.935 METERS 01338     |
 LB2492| LB2493 CONTINENTAL 2                        11.629 METERS 16921     |
 LB2492| LB0657 PENN                                 38.567 METERS 17053     |
 LB2492| LB2494 KOKOMO NORTH MUNICIPAL TANK         228.071 METERS 17739     |
 LB2492| LB2490 WASHINGTON                          APPROX. 3.1 KM 1824450.2 |
 LB2492| CC8486 CONTINENTAL AZ MK                                  1834201.2 |
 LB2492| LB2489 KOKOMO ST PATRICKS CATH CH          202.830 METERS 26330     |
 LB2492| CC8488 CONTINENTAL RM 2                     25.762 METERS 32353     |
 LB2492|---------------------------------------------------------------------|
 LB2492
 LB2492                          SUPERSEDED SURVEY CONTROL
 LB2492
 LB2492  NAD 83(1986)-  40 29 49.40362(N)    086 07 54.10076(W) AD(       ) 3
 LB2492  NAD 27      -  40 29 49.26960(N)    086 07 54.12470(W) AD(       ) 3
 LB2492
 LB2492.Superseded values are not recommended for survey control.
 LB2492
 LB2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2492.See file dsdata.pdf to determine how the superseded data were derived.
 LB2492
 LB2492_MARKER: DS = TRIANGULATION STATION DISK
 LB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2492_STAMPING: CONTINENTAL 1954
 LB2492_MARK LOGO: CGS
 LB2492_PROJECTION: FLUSH
 LB2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2492+STABILITY: SURFACE MOTION
 LB2492
 LB2492  HISTORY     - Date     Condition        Report By
 LB2492  HISTORY     - 1954     MONUMENTED       CGS
 LB2492  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LB2492
 LB2492                          STATION DESCRIPTION
 LB2492
 LB2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2492'STATION IS LOCATED IN THE NORTH SECTION OF KOKOMO, 0.1 MILE NORTH OF
 LB2492'THE PENNSYLVANIA RAILROAD DEPOT AND ON THE PROPERTY OF CONTINENTAL
 LB2492'STEEL CORP.  IT IS 122 FEET WEST OF THE CENTER OF NORTH MAIN
 LB2492'STREET, 97 FEET NORTH OF THE INTERSECTION OF NYC AND ST. L.
 LB2492'RAILROAD AND PENN. RAILROAD, 28 FEET EAST OF THE EAST RAIL OF
 LB2492'THE PENN. RAILROAD, 27 FEET SOUTH OF A MULBERRY TREE, 24 FEET WEST
 LB2492'OF THE WEST RAIL OF THE NYC AND ST. L. RAILROAD AND 23 FEET NORTHEAST
 LB2492'OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2492'CONTINENTAL 1954.
 LB2492'
 LB2492'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE WEST RAIL OF THE NYC AND
 LB2492'ST. L. RAILROAD AND 11 FEET SOUTHWEST OF A SIDING SWITCH.  THE MARK
 LB2492'IS FLUSH AND THE DISK IS STAMPED CONTINENTAL NO 1 1954.
 LB2492'
 LB2492'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE EAST RAIL OF THE PENN.
 LB2492'RAILROAD AND 10 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS
 LB2492'FLUSH AND THE DISK IS STAMPED CONTINENTAL NO 2 1954.
 LB2492'
 LB2492'AZIMUTH MARK IS 14 FEET EAST OF THE EAST RAIL OF THE NYC AND ST. L.
 LB2492'RAILROAD SIDING, 4 FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET
 LB2492'NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2492'STAMPED CONTINENTAL 1954.
 LB2492'
 LB2492'PENN 1920 CAN BE USED AS A REFERENCE MARK.  IT IS 29 FEET SOUTHEAST
 LB2492'OF THE INTERSECTION OF THE RAILROAD TRACKS, 7 FEET EAST OF THE EAST
 LB2492'RAIL OF THE NYC AND ST. L. RAILROAD AND 5.5 FEET SOUTHWEST OF THE
 LB2492'SOUTHWEST RAIL OF THE PENN. RAILROAD.  THE MARK IS A STANDARD U. S.
 LB2492'C. AND G. S. STATION MARK DISK SET IN AN IRREGULAR MASS OF
 LB2492'CONCRETE 4 INCHES UNDERGROUND AND IS STAMPED PENN 1920.
 LB2492'
 LB2492'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON NORTH MAIN
 LB2492'STREET FOR 0.1 MILE TO WEST ELM STREET, TURN RIGHT AND GO WEST ON
 LB2492'WEST ELM STREET FOR 0.05 MILE TO THE RAILROAD TRACKS, TURN LEFT AND
 LB2492'GO SOUTH ALONG THE EAST SIDE OF RAILROAD TRACKS FOR 0.05 MILE TO
 LB2492'THE MARK ON THE LEFT AS DESCRIBED.
 LB2492'
 LB2492'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2492
 LB2492                          STATION RECOVERY (1961)
 LB2492
 LB2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 LB2492'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LB2492'AT THIS TIME.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED
 LB2492'EXCEPT THE DISTANCE TO THE AZIMUTH MARK WAS FOUND TO BE 0.15 OF A
 LB2492'MILE INSTEAD OF 0.2 MILE.  THE STATION MARK WAS DESTROYED AT
 LB2492'THIS TIME AT THE REQUEST OF THE PROPERTY OWNER AND A NEW STATION
 LB2492'CONTINENTAL 2 1961 WAS ESTABLISHED.
 LB2492'
 LB2492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2493 ***********************************************************************
 LB2493  DESIGNATION -  CONTINENTAL 2
 LB2493  PID         -  LB2493
 LB2493  STATE/COUNTY-  IN/HOWARD
 LB2493  COUNTRY     -  US
 LB2493  USGS QUAD   -  KOKOMO WEST (2019)
 LB2493
 LB2493                         *CURRENT SURVEY CONTROL
 LB2493  ______________________________________________________________________
 LB2493* NAD 83(1997) POSITION- 40 29 49.03222(N) 086 07 53.99894(W)   ADJUSTED
 LB2493* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LB2493  ______________________________________________________________________
 LB2493  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB2493  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB2493  HORZ ORDER      -  THIRD
 LB2493
 LB2493.The horizontal coordinates were established by classical geodetic methods
 LB2493.and adjusted by the National Geodetic Survey in May 1999.
 LB2493
 LB2493.The orthometric height was scaled from a topographic map.
 LB2493
 LB2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2493.GEOID18 height accuracy estimate available here.
 LB2493
 LB2493.Click photographs - Photos may exist for this station.
 LB2493
 LB2493.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2493
 LB2493. The following values were computed from the NAD 83(1997) position.
 LB2493
 LB2493;                    North         East     Units Scale Factor Converg.
 LB2493;SPC IN E     -   582,801.086    60,582.477   MT  0.99998578   -0 18 07.1
 LB2493;SPC IN E     - 1,912,073.23    198,761.01   sFT  0.99998578   -0 18 07.1
 LB2493;UTM  16      - 4,483,278.665   573,581.033   MT  0.99966664   +0 33 50.1
 LB2493
 LB2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2493!SPC IN E     -   0.99996604  x   0.99998578  =   0.99995182
 LB2493!UTM  16      -   0.99996604  x   0.99966664  =   0.99963270
 LB2493
 LB2493:                Primary Azimuth Mark                     Grid Az
 LB2493:SPC IN E     -  CONTINENTAL AZ MK                        184 39 23.7
 LB2493:UTM  16      -  CONTINENTAL AZ MK                        183 47 26.5
 LB2493
 LB2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7358183278(NAD 83)
 LB2493
 LB2493|---------------------------------------------------------------------|
 LB2493| PID    Reference Object                     Distance      Geod. Az  |
 LB2493|                                                           dddmmss.s |
 LB2493| CC8487 CONTINENTAL RM 1                     38.822 METERS 00634     |
 LB2493| LB0657 PENN                                 26.943 METERS 17132     |
 LB2493| LB2494 KOKOMO NORTH MUNICIPAL TANK         216.570 METERS 17806     |
 LB2493| CC8486 CONTINENTAL AZ MK                                  1842116.6 |
 LB2493| LB2489 KOKOMO ST PATRICKS CATH CH          204.002 METERS 26645     |
 LB2493| CC8488 CONTINENTAL RM 2                     36.600 METERS 33144     |
 LB2493| LB2492 CONTINENTAL                          11.629 METERS 34921     |
 LB2493|---------------------------------------------------------------------|
 LB2493
 LB2493                          SUPERSEDED SURVEY CONTROL
 LB2493
 LB2493  NAD 83(1986)-  40 29 49.03305(N)    086 07 54.00943(W) AD(       ) 3
 LB2493  NAD 27      -  40 29 48.89900(N)    086 07 54.03340(W) AD(       ) 3
 LB2493
 LB2493.Superseded values are not recommended for survey control.
 LB2493
 LB2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2493.See file dsdata.pdf to determine how the superseded data were derived.
 LB2493
 LB2493_MARKER: DS = TRIANGULATION STATION DISK
 LB2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2493_STAMPING: CONTINENTAL 2 1961
 LB2493_MARK LOGO: CGS
 LB2493_PROJECTION: RECESSED 13 CENTIMETERS
 LB2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2493+STABILITY: SURFACE MOTION
 LB2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2493+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 LB2493
 LB2493  HISTORY     - Date     Condition        Report By
 LB2493  HISTORY     - 1961     MONUMENTED       CGS
 LB2493  HISTORY     - 20050706 GOOD             BFSINC
 LB2493
 LB2493                          STATION DESCRIPTION
 LB2493
 LB2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 LB2493'IT IS IN THE NORTH SECTION OF KOKOMO, 0.1 MILE NORTH OF THE
 LB2493'PENNSYLVANIA RAILROAD DEPOT AND ON THE PROPERTY OF THE CONTINENTAL
 LB2493'STEEL CORP.  IT IS 60 FEET NORTH-NORTHWEST OF THE INTERSECTION OF
 LB2493'THE PENNSYLVANIA AND N. Y. C. AND ST. L. RAILROADS, 24
 LB2493'FEET SOUTHEAST OF A TELEPHONE POLE, 12.5 FEET WEST OF THE WEST
 LB2493'RAIL OF THE N. Y. C. AND ST. L. RAILROAD TRACK AND 6 FEET NORTH OF
 LB2493'A WITNESS POST.  THE MONUMENT IS UNDERGROUND 5 INCHES AND THE
 LB2493'DISK IS STAMPED CONTINENTAL 2 1961.
 LB2493'
 LB2493'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG THE
 LB2493'RAILROAD TRACK FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2493'
 LB2493'REFERENCE MARK 1 IS 15 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 LB2493'TRACK AND 11 FEET SOUTHWEST OF A SIDING SWITCH.  THE MONUMENT IS
 LB2493'FLUSH AND THE DISK IS STAMPED CONTINENTAL NO 1 1954.
 LB2493'
 LB2493'REFERENCE MARK 2 IS 15 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK
 LB2493'AND 10 FEET NORTHEAST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH
 LB2493'AND THE DISK IS STAMPED CONTINENTAL NO 2 1954.
 LB2493'
 LB2493'THE AZIMUTH MARK IS 14 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LB2493'TRACK, 4 FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET NORTH OF A
 LB2493'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 LB2493'STAMPED CONTINENTAL 1954.
 LB2493'
 LB2493'PENN 1920 IS 29 FEET SOUTHEAST OF THE INTERSECTION OF THE RAILROAD
 LB2493'TRACKS, 7 FEET EAST OF THE EAST RAIL OF THE N. Y. C. AND ST. L.
 LB2493'RAILROAD AND 5.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE PENN.
 LB2493'RAILROAD.  THE MONUMENT IS UNDERGROUND 4 INCHES AND THE DISK IS
 LB2493'STAMPED PENN 1920.
 LB2493'
 LB2493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LB2493
 LB2493                          STATION RECOVERY (2005)
 LB2493
 LB2493'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2344 ***********************************************************************
 ME2344  DESIGNATION -  CONVENT ANCILLA DOMINI SPIRE
 ME2344  PID         -  ME2344
 ME2344  STATE/COUNTY-  IN/MARSHALL
 ME2344  COUNTRY     -  US
 ME2344  USGS QUAD   -  DONALDSON (2019)
 ME2344
 ME2344                         *CURRENT SURVEY CONTROL
 ME2344  ______________________________________________________________________
 ME2344* NAD 83(1997) POSITION- 41 20 15.34360(N) 086 26 42.74340(W)   ADJUSTED
 ME2344  ______________________________________________________________________
 ME2344  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 ME2344  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 ME2344  HORZ ORDER      -  THIRD
 ME2344
 ME2344.The horizontal coordinates were established by classical geodetic methods
 ME2344.and adjusted by the National Geodetic Survey in May 1999.
 ME2344
 ME2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2344.GEOID18 height accuracy estimate available here.
 ME2344
 ME2344.Click photographs - Photos may exist for this station.
 ME2344
 ME2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2344
 ME2344. The following values were computed from the NAD 83(1997) position.
 ME2344
 ME2344;                    North         East     Units Scale Factor Converg.
 ME2344;SPC IN E     -   676,341.776    34,834.679   MT  1.00001891   -0 30 51.3
 ME2344;SPC IN E     - 2,218,964.64    114,286.78   sFT  1.00001891   -0 30 51.3
 ME2344;SPC IN W     -   676,245.803   953,412.406   MT  1.00000176   +0 25 17.4
 ME2344;SPC IN W     - 2,218,649.77  3,127,987.20   sFT  1.00000176   +0 25 17.4
 ME2344;UTM  16      - 4,576,382.904   546,420.192   MT  0.99962652   +0 21 59.2
 ME2344
 ME2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4642076382(NAD 83)
 ME2344
 ME2344                          SUPERSEDED SURVEY CONTROL
 ME2344
 ME2344  NAD 83(1986)-  41 20 15.34799(N)    086 26 42.75141(W) AD(       ) 3
 ME2344  NAD 27      -  41 20 15.19500(N)    086 26 42.72300(W) AD(       ) 3
 ME2344
 ME2344.Superseded values are not recommended for survey control.
 ME2344
 ME2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2344.See file dsdata.pdf to determine how the superseded data were derived.
 ME2344
 ME2344_MARKER: 89 = SPIRE
 ME2344
 ME2344  HISTORY     - Date     Condition        Report By
 ME2344  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2344  HISTORY     - 1984     GOOD             USPSQD
 ME2344  HISTORY     - 19940717 GOOD             USPSQD
 ME2344
 ME2344                          STATION DESCRIPTION
 ME2344
 ME2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2344'THE STATION IS A STONE CROSS AT THE TOP OF THE SPIRE OF THE
 ME2344'CONVENT ANCILLA
 ME2344'DOMINI LOCATED ABOUT 7 MILES WEST OF PLYMOUTH AND 1-1/2 MILES SOUTH
 ME2344'OF DONALDSON.  THE STRUCTURE IS
 ME2344'ABOUT 150 FEET HIGH AND IS BUILT OF STEEL AND STONE.
 ME2344'
 ME2344'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND A
 ME2344'PAVED CROSSROAD IN DONALDSON, GO
 ME2344'SOUTH ON THE PAVED ROAD FOR 1.4 MILES TO WHERE THE PAVED ROAD
 ME2344'TURNS LEFT AND A GRAVEL ROAD
 ME2344'CONTINUES STRAIGHT AHEAD.  CONTINUE SOUTH ON THE GRAVEL
 ME2344'ROAD FOR 0.2 MILE TO THE CONVENT AND THE SPIRE
 ME2344'AS DESCRIBED.
 ME2344
 ME2344                          STATION RECOVERY (1984)
 ME2344
 ME2344'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2344'STATION RECOVERED GOOD.
 ME2344'
 ME2344'REVISED DESCRIPTION--TO REACH THE STATION FROM THE INTERSECTION OF
 ME2344'U.S. HIGHWAY 30 AND UNION ROAD AT DONALDSON, GO SOUTH ON THE
 ME2344'PAVED ROAD FOR 1.4 MILES TO WHERE THE ROAD BRANCHES TO THE LEFT
 ME2344'AND CONTINUE FOR 0.2 MILE ON UNION ROAD TO THE ENTRANCE TO THE
 ME2344'CONVENT AND SPIRE ON THE RIGHT.
 ME2344
 ME2344                          STATION RECOVERY (1994)
 ME2344
 ME2344'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2211 ***********************************************************************
 LA2211  DESIGNATION -  CONVERSE
 LA2211  PID         -  LA2211
 LA2211  STATE/COUNTY-  IN/MIAMI
 LA2211  COUNTRY     -  US
 LA2211  USGS QUAD   -  SWEETSER (2019)
 LA2211
 LA2211                         *CURRENT SURVEY CONTROL
 LA2211  ______________________________________________________________________
 LA2211* NAD 83(1997) POSITION- 40 34 39.31288(N) 085 52 09.56734(W)   ADJUSTED
 LA2211* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LA2211  ______________________________________________________________________
 LA2211  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA2211  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 LA2211  HORZ ORDER      -  THIRD
 LA2211
 LA2211.The horizontal coordinates were established by classical geodetic methods
 LA2211.and adjusted by the National Geodetic Survey in May 1999.
 LA2211
 LA2211.The orthometric height was scaled from a topographic map.
 LA2211
 LA2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2211.GEOID18 height accuracy estimate available here.
 LA2211
 LA2211.Click photographs - Photos may exist for this station.
 LA2211
 LA2211.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2211
 LA2211. The following values were computed from the NAD 83(1997) position.
 LA2211
 LA2211;                    North         East     Units Scale Factor Converg.
 LA2211;SPC IN E     -   591,670.598    82,841.542   MT  0.99997029   -0 07 54.6
 LA2211;SPC IN E     - 1,941,172.62    271,789.29   sFT  0.99997029   -0 07 54.6
 LA2211;UTM  16      - 4,492,481.176   595,697.021   MT  0.99971272   +0 44 07.9
 LA2211
 LA2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2211!SPC IN E     -   0.99996573  x   0.99997029  =   0.99993602
 LA2211!UTM  16      -   0.99996573  x   0.99971272  =   0.99967846
 LA2211
 LA2211:                Primary Azimuth Mark                     Grid Az
 LA2211:SPC IN E     -  HONEY                                    271 33 53.5
 LA2211:UTM  16      -  HONEY                                    270 41 51.0
 LA2211
 LA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9569792481(NAD 83)
 LA2211
 LA2211|---------------------------------------------------------------------|
 LA2211| PID    Reference Object                     Distance      Geod. Az  |
 LA2211|                                                           dddmmss.s |
 LA2211| CC8490 CONVERSE RM 1                        24.630 METERS 16443     |
 LA2211| CC8489 CONVERSE AZ MK                                     1854503.3 |
 LA2211| CC8491 CONVERSE RM 2                        24.898 METERS 25356     |
 LA2211| LA2215 HONEY                               APPROX. 7.5 KM 2712558.9 |
 LA2211| LA2214 CONVERSE GS SUPPIGER CO STACK       APPROX. 0.9 KM 3122304.7 |
 LA2211|---------------------------------------------------------------------|
 LA2211
 LA2211                          SUPERSEDED SURVEY CONTROL
 LA2211
 LA2211  NAD 83(1986)-  40 34 39.31704(N)    085 52 09.58013(W) AD(       ) 3
 LA2211  NAD 27      -  40 34 39.16350(N)    085 52 09.63710(W) AD(       ) 3
 LA2211
 LA2211.Superseded values are not recommended for survey control.
 LA2211
 LA2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2211.See file dsdata.pdf to determine how the superseded data were derived.
 LA2211
 LA2211_MARKER: DS = TRIANGULATION STATION DISK
 LA2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2211_STAMPING: CONVERSE 1948
 LA2211_MARK LOGO: CGS
 LA2211_PROJECTION: FLUSH
 LA2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2211+STABILITY: SURFACE MOTION
 LA2211
 LA2211  HISTORY     - Date     Condition        Report By
 LA2211  HISTORY     - 1948     MONUMENTED       CGS
 LA2211
 LA2211                          STATION DESCRIPTION
 LA2211
 LA2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2211'THE STATION IS LOCATED IN THE EAST SIDE OF THE TOWN OF CONVERSE ON THE
 LA2211'SOUTHWEST CORNER OF THE GROUNDS OF THE CONVERSE HIGH SCHOOL.
 LA2211'
 LA2211'IT IS 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 73
 LA2211'FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 18 AND A PAVED
 LA2211'ROAD, 58 FEET WEST OF THE CENTER OF THE PAVED ROAD AND 47 FEET NORTH
 LA2211'OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONVERSE
 LA2211'1948.
 LA2211'
 LA2211'REFERENCE MARK NO. 1 IS 80.81 FEET SOUTHEAST OF THE STATION.  IT IS 32
 LA2211'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 22 FEET NORTH OF THE
 LA2211'NORTHEAST CORNER OF A FRAME HOUSE.  THE DISK IS SET FLUSH IN A DRILL
 LA2211'HOLE IN THE SOUTH EDGE OF A CONCRETE SIDEWALK AND IS STAMPED CONVERSE
 LA2211'NO 1 1948.
 LA2211'
 LA2211'REFERENCE MARK NO. 2 IS 81.69 FEET SOUTHWEST OF THE STATION.  IT IS 40
 LA2211'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 24 FEET
 LA2211'NORTH OF THE CENTER OF THE HIGHWAY.  THE DISK IS SET FLUSH IN A DRILL
 LA2211'HOLE IN A CONCRETE CURB AT THE NORTHWEST CORNER OF THE INTERSECTION
 LA2211'AND IS STAMPED CONVERSE 1948.
 LA2211'
 LA2211'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 110 FEET
 LA2211'EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 3 FEET WEST OF A WHITE
 LA2211'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 8
 LA2211'INCHES AND THE DISK IS STAMPED CONVERSE 1948.
 LA2211'
 LA2211'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY 18 FOR
 LA2211'0.1 MILE TO A PAVED CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO
 LA2211'A DEAD END, TURN LEFT ON GRAVEL LANE AND GO EAST FOR 0.1 MILE TO THE
 LA2211'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2211'
 LA2211'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2214 ***********************************************************************
 LA2214  DESIGNATION -  CONVERSE GS SUPPIGER CO STACK
 LA2214  PID         -  LA2214
 LA2214  STATE/COUNTY-  IN/MIAMI
 LA2214  COUNTRY     -  US
 LA2214  USGS QUAD   -  AMBOY (2019)
 LA2214
 LA2214                         *CURRENT SURVEY CONTROL
 LA2214  ______________________________________________________________________
 LA2214* NAD 83(1997) POSITION- 40 34 59.96934(N) 085 52 39.25603(W)   ADJUSTED
 LA2214  ______________________________________________________________________
 LA2214  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LA2214  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 LA2214  HORZ ORDER      -  THIRD
 LA2214
 LA2214.The horizontal coordinates were established by classical geodetic methods
 LA2214.and adjusted by the National Geodetic Survey in May 1999.
 LA2214
 LA2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2214.GEOID18 height accuracy estimate available here.
 LA2214
 LA2214.Click photographs - Photos may exist for this station.
 LA2214
 LA2214.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2214
 LA2214. The following values were computed from the NAD 83(1997) position.
 LA2214
 LA2214;                    North         East     Units Scale Factor Converg.
 LA2214;SPC IN E     -   592,309.387    82,144.829   MT  0.99997059   -0 08 13.9
 LA2214;SPC IN E     - 1,943,268.38    269,503.49   sFT  0.99997059   -0 08 13.9
 LA2214;UTM  16      - 4,493,109.182   594,990.900   MT  0.99971107   +0 43 48.9
 LA2214
 LA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9499093109(NAD 83)
 LA2214
 LA2214                          SUPERSEDED SURVEY CONTROL
 LA2214
 LA2214  NAD 83(1986)-  40 34 59.97345(N)    085 52 39.26874(W) AD(       ) 3
 LA2214  NAD 27      -  40 34 59.82000(N)    085 52 39.32400(W) AD(       ) 3
 LA2214
 LA2214.Superseded values are not recommended for survey control.
 LA2214
 LA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2214.See file dsdata.pdf to determine how the superseded data were derived.
 LA2214
 LA2214_MARKER: 63 = STACK
 LA2214
 LA2214  HISTORY     - Date     Condition        Report By
 LA2214  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2214
 LA2214                          STATION DESCRIPTION
 LA2214
 LA2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2214'STATION IS LOCATED IN THE NORTHWEST SECTION OF CONVERSE, 0.2 MILE
 LA2214'WEST OF THE CHESAPEAKE
 LA2214'AND OHIO RAILROAD DEPOT.  IT IS A YELLOW TILE STACK ABOUT 15 FEET IN
 LA2214'DIAMETER AND 150 FEET HIGH.  THE POINT
 LA2214'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2210 ***********************************************************************
 LA2210  DESIGNATION -  CONVERSE MUNICIPAL TANK
 LA2210  PID         -  LA2210
 LA2210  STATE/COUNTY-  IN/MIAMI
 LA2210  COUNTRY     -  US
 LA2210  USGS QUAD   -  SWEETSER (2019)
 LA2210
 LA2210                         *CURRENT SURVEY CONTROL
 LA2210  ______________________________________________________________________
 LA2210* NAD 83(1997) POSITION- 40 34 40.77872(N) 085 52 28.82946(W)   ADJUSTED
 LA2210  ______________________________________________________________________
 LA2210  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA2210  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 LA2210  HORZ ORDER      -  THIRD
 LA2210
 LA2210.The horizontal coordinates were established by classical geodetic methods
 LA2210.and adjusted by the National Geodetic Survey in May 1999.
 LA2210
 LA2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2210.GEOID18 height accuracy estimate available here.
 LA2210
 LA2210.Click photographs - Photos may exist for this station.
 LA2210
 LA2210.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2210
 LA2210. The following values were computed from the NAD 83(1997) position.
 LA2210
 LA2210;                    North         East     Units Scale Factor Converg.
 LA2210;SPC IN E     -   591,716.868    82,388.629   MT  0.99997048   -0 08 07.1
 LA2210;SPC IN E     - 1,941,324.42    270,303.36   sFT  0.99997048   -0 08 07.1
 LA2210;UTM  16      - 4,492,520.575   595,243.577   MT  0.99971166   +0 43 55.4
 LA2210
 LA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9524392520(NAD 83)
 LA2210
 LA2210                          SUPERSEDED SURVEY CONTROL
 LA2210
 LA2210  NAD 83(1986)-  40 34 40.78272(N)    085 52 28.84245(W) AD(       ) 3
 LA2210  NAD 27      -  40 34 40.63500(N)    085 52 28.89400(W) AD(       ) 3
 LA2210
 LA2210.Superseded values are not recommended for survey control.
 LA2210
 LA2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2210.See file dsdata.pdf to determine how the superseded data were derived.
 LA2210
 LA2210_MARKER: 53 = ELEVATED TANK
 LA2210
 LA2210  HISTORY     - Date     Condition        Report By
 LA2210  HISTORY     - 1954     FIRST OBSERVED   CGS
 LA2210
 LA2210                          STATION DESCRIPTION
 LA2210
 LA2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2210'STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 LA2210'SOUTHWEST SECTION
 LA2210'OF CONVERSE.  IT IS A FOUR LEGGED STEEL STRUCTURE 90 FEET HIGH
 LA2210'PAINTED SILVER AND HAS THE
 LA2210'INSCRIPTION CONVERSE PAINTED IN BLACK LETTERS ON THE EAST
 LA2210'AND WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2207 ***********************************************************************
 LA2207  DESIGNATION -  CONWAY
 LA2207  PID         -  LA2207
 LA2207  STATE/COUNTY-  IN/GRANT
 LA2207  COUNTRY     -  US
 LA2207  USGS QUAD   -  SWEETSER (2019)
 LA2207
 LA2207                         *CURRENT SURVEY CONTROL
 LA2207  ______________________________________________________________________
 LA2207* NAD 83(1997) POSITION- 40 30 54.12092(N) 085 49 31.63254(W)   ADJUSTED
 LA2207* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2207  ______________________________________________________________________
 LA2207  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 LA2207  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 LA2207  HORZ ORDER      -  FIRST
 LA2207
 LA2207.The horizontal coordinates were established by classical geodetic methods
 LA2207.and adjusted by the National Geodetic Survey in May 1999.
 LA2207
 LA2207.The orthometric height was scaled from a topographic map.
 LA2207
 LA2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2207.GEOID18 height accuracy estimate available here.
 LA2207
 LA2207.Click photographs - Photos may exist for this station.
 LA2207
 LA2207.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2207
 LA2207. The following values were computed from the NAD 83(1997) position.
 LA2207
 LA2207;                    North         East     Units Scale Factor Converg.
 LA2207;SPC IN E     -   584,716.961    86,543.448   MT  0.99996889   -0 06 11.4
 LA2207;SPC IN E     - 1,918,358.90    283,934.63   sFT  0.99996889   -0 06 11.4
 LA2207;UTM  16      - 4,485,586.078   599,502.738   MT  0.99972187   +0 45 47.2
 LA2207
 LA2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2207!SPC IN E     -   0.99996416  x   0.99996889  =   0.99993305
 LA2207!UTM  16      -   0.99996416  x   0.99972187  =   0.99968604
 LA2207
 LA2207:                Primary Azimuth Mark                     Grid Az
 LA2207:SPC IN E     -  CONWAY AZ MK                             356 20 55.6
 LA2207:UTM  16      -  CONWAY AZ MK                             355 28 57.0
 LA2207
 LA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9950285586(NAD 83)
 LA2207
 LA2207|---------------------------------------------------------------------|
 LA2207| PID    Reference Object                     Distance      Geod. Az  |
 LA2207|                                                           dddmmss.s |
 LA2207| LA2194 MARION ST PAULS CATH CH SPIRE       APPROX.14.9 KM 0733019.7 |
 LA2207| LA2197 MARION VETERANS HOSPITAL STACK      APPROX.16.3 KM 0884651.1 |
 LA2207| CC8493 CONWAY RM 1                          61.844 METERS 09007     |
 LA2207| LA2199 ROSEBURG RADIO STA WBAT MAST        APPROX. 8.2 KM 0910004.7 |
 LA2207| LA2208 CONWAY 2                             72.036 METERS 15544     |
 LA2207| LA2209 SWAYZEE MUNICIPAL TANK              APPROX. 0.9 KM 1565016.4 |
 LA2207| LA1858 GRA G 16                             74.646 METERS 33444     |
 LA2207| CC8494 CONWAY RM 2                          46.607 METERS 35032     |
 LA2207| CC8492 CONWAY AZ MK                                       3561444.2 |
 LA2207|---------------------------------------------------------------------|
 LA2207
 LA2207                          SUPERSEDED SURVEY CONTROL
 LA2207
 LA2207  NAD 83(1986)-  40 30 54.12464(N)    085 49 31.64576(W) AD(       ) 1
 LA2207  NAD 27      -  40 30 53.98300(N)    085 49 31.70700(W) AD(       ) 1
 LA2207
 LA2207.Superseded values are not recommended for survey control.
 LA2207
 LA2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2207.See file dsdata.pdf to determine how the superseded data were derived.
 LA2207
 LA2207_MARKER: DS = TRIANGULATION STATION DISK
 LA2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2207_STAMPING: CONWAY 1948
 LA2207_MARK LOGO: CGS
 LA2207_PROJECTION: RECESSED 30 CENTIMETERS
 LA2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2207+STABILITY: SURFACE MOTION
 LA2207
 LA2207  HISTORY     - Date     Condition        Report By
 LA2207  HISTORY     - 1948     MONUMENTED       CGS
 LA2207  HISTORY     - 1954     GOOD             CGS
 LA2207
 LA2207                          STATION DESCRIPTION
 LA2207
 LA2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2207'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF MARION AND 4 MILES SOUTH
 LA2207'OF MIER.  IT IS 58 FEET EAST OF CENTER OF STATE HIGHWAY 13 AND 25 FEET
 LA2207'EAST OF A WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES UNDERGROUND
 LA2207'AND THE DISK IS STAMPED CONWAY 1948.
 LA2207'
 LA2207'REFERENCE MARK NO. 1 IS 202.90 FEET EAST OF STATION.  IT IS 1 FOOT
 LA2207'WEST OF A FENCE NEAR THE EAST SIDE OF A SMALL FIELD.  THE MARK
 LA2207'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CONWAY NO 1 1948.
 LA2207'
 LA2207'REFERENCE MARK NO. 2 IS 152.91 FEET NORTH OF STATION.  IT IS 41 FEET
 LA2207'EAST OF CENTER OF HIGHWAY 13 AND 16 FEET SOUTH OF A FENCE CORNER.  THE
 LA2207'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CONWAY NO 2 1948.
 LA2207'
 LA2207'GRAD G-16 WAS USED AS AN ADDITIONAL REFERENCE MARK.  IT IS 244.90 FEET
 LA2207'NORTHWEST OF STATION, 48 FEET NORTH OF A PRIVATE DRIVE, 38 FEET WEST
 LA2207'OF CENTER OF STATE HIGHWAY 13 AND 3 FEET EAST OF A FENCE.  THE MARK IS
 LA2207'A 12 BY 12 INCH CONCRETE MARK WHICH PROJECTS ABOUT 8 INCHES AND THE
 LA2207'DISK IS A STANDARD STATE HIGHWAY COMMISSION OF INDIANA BM DISK WHICH
 LA2207'IS STAMPED GRA G 16.
 LA2207'
 LA2207'AZIMUTH MARK IS 0.35 MILE NORTH OF STATION, 29 FEET WEST OF CENTER OF
 LA2207'STATE HIGHWAY 13 AND 10 FEET SOUTH OF CENTER OF A PRIVATE DRIVE.  THE
 LA2207'DISK IS SET FLUSH IN THE TOP OF A CONCRETE CULVERT WHICH PROJECTS
 LA2207'ABOUT 14 INCHES AND IS STAMPED CONWAY 1948.
 LA2207'
 LA2207'TO REACH STATION FROM THE JUNCTON OF STATE HIGHWAY 9 AND BYPASS 15,
 LA2207'AND STATE HIGHWAYS 21 AND 18 IN THE WEST SECTION OF MARION, GO WEST ON
 LA2207'STATE HIGHWAYS 21 AND 18 FOR 8 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA2207'13, TURN LEFT AND GO SOUTH ON HIGHWAY 13 FOR 4 MILES TO THE AZIMUTH
 LA2207'MARK ON RIGHT IN CULVERT AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 13
 LA2207'FOR 0.35 MILE TO THE STATION ON LEFT OR EAST OF HIGHWAY 13 AS
 LA2207'DESCRIBED.
 LA2207'
 LA2207'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2207
 LA2207                          STATION RECOVERY (1954)
 LA2207
 LA2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELF)
 LA2207'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LA2207'CONDITION EXCEPT REFEENCE MARK NO. 1 HAD BEEN DESTROYED.  AT THE
 LA2207'REQUEST OF THE PROPERTY OWNER THE STATION WAS MOVED AND CONWAY 2 1954
 LA2207'WAS ESTABLISHED.
 LA2207'
 LA2207'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND OBJECTS VISIBLE FROM
 LA2207'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2208 ***********************************************************************
 LA2208  DESIGNATION -  CONWAY 2
 LA2208  PID         -  LA2208
 LA2208  STATE/COUNTY-  IN/GRANT
 LA2208  COUNTRY     -  US
 LA2208  USGS QUAD   -  SWEETSER (2019)
 LA2208
 LA2208                         *CURRENT SURVEY CONTROL
 LA2208  ______________________________________________________________________
 LA2208* NAD 83(1997) POSITION- 40 30 51.99204(N) 085 49 30.37459(W)   ADJUSTED
 LA2208* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2208  ______________________________________________________________________
 LA2208  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 LA2208  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 LA2208  HORZ ORDER      -  SECOND
 LA2208
 LA2208.The horizontal coordinates were established by classical geodetic methods
 LA2208.and adjusted by the National Geodetic Survey in May 1999.
 LA2208
 LA2208.The orthometric height was scaled from a topographic map.
 LA2208
 LA2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2208.GEOID18 height accuracy estimate available here.
 LA2208
 LA2208.Click photographs - Photos may exist for this station.
 LA2208
 LA2208.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2208
 LA2208. The following values were computed from the NAD 83(1997) position.
 LA2208
 LA2208;                    North         East     Units Scale Factor Converg.
 LA2208;SPC IN E     -   584,651.243    86,572.943   MT  0.99996888   -0 06 10.5
 LA2208;SPC IN E     - 1,918,143.29    284,031.40   sFT  0.99996888   -0 06 10.5
 LA2208;UTM  16      - 4,485,520.830   599,533.215   MT  0.99972194   +0 45 48.0
 LA2208
 LA2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2208!SPC IN E     -   0.99996400  x   0.99996888  =   0.99993288
 LA2208!UTM  16      -   0.99996400  x   0.99972194  =   0.99968595
 LA2208
 LA2208:                Primary Azimuth Mark                     Grid Az
 LA2208:SPC IN E     -  CONWAY AZ MK                             353 52 18.0
 LA2208:UTM  16      -  CONWAY AZ MK                             353 00 19.5
 LA2208
 LA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9953385520(NAD 83)
 LA2208
 LA2208|---------------------------------------------------------------------|
 LA2208| PID    Reference Object                     Distance      Geod. Az  |
 LA2208|                                                           dddmmss.s |
 LA2208| LA2209 SWAYZEE MUNICIPAL TANK              APPROX. 0.8 KM 1565624.0 |
 LA2208| CC8495 CONWAY 2 RM 3                        30.983 METERS 16447     |
 LA2208| CC8496 CONWAY 2 RM 4                        36.140 METERS 27130     |
 LA2208| LA2210 CONVERSE MUNICIPAL TANK             APPROX. 8.2 KM 3291545.6 |
 LA2208| LA1858 GRA G 16                            146.676 METERS 33513     |
 LA2208| LA2207 CONWAY                               72.036 METERS 33544     |
 LA2208| CC8492 CONWAY AZ MK                                       3534607.5 |
 LA2208|---------------------------------------------------------------------|
 LA2208
 LA2208                          SUPERSEDED SURVEY CONTROL
 LA2208
 LA2208  NAD 83(1986)-  40 30 51.99574(N)    085 49 30.38780(W) AD(       ) 2
 LA2208  NAD 27      -  40 30 51.85410(N)    085 49 30.44900(W) AD(       ) 2
 LA2208
 LA2208.Superseded values are not recommended for survey control.
 LA2208
 LA2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2208.See file dsdata.pdf to determine how the superseded data were derived.
 LA2208
 LA2208_MARKER: DS = TRIANGULATION STATION DISK
 LA2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2208_STAMPING: CONWAY 2 1954
 LA2208_MARK LOGO: CGS
 LA2208_PROJECTION: FLUSH
 LA2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2208+STABILITY: SURFACE MOTION
 LA2208
 LA2208  HISTORY     - Date     Condition        Report By
 LA2208  HISTORY     - 1954     MONUMENTED       CGS
 LA2208
 LA2208                          STATION DESCRIPTION
 LA2208
 LA2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2208'STATION IS LOCATED ON THE PROPERTY OF CLAUD THRAILKILL, ALONG THE EAST
 LA2208'SIDE OF STATE HIGHWAY 13 0.15 MILE NORTH OF SWAYZEE AND 3.85 MILE
 LA2208'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 18 AND 13 WHICH IS AT THE
 LA2208'SOUTH EDGE OF MIER.
 LA2208'
 LA2208'IT IS 160 FEET EAST OF THE CENTER OF HIGHWAY 13, 135 FEET NORTHEAST OF
 LA2208'THE NORTHEAST CORNER OF A FRAME HOUSE, 64 FEET EAST OF THE NORTHEAST
 LA2208'CORNER OF A BARN, 37 FEET NORTHWEST OF SOUTHWEST CORNER OF A LARGE
 LA2208'SHED AND 9 FEET SOUTH OF A FENCE LINE AND WHITE WITNESS POST.  THE
 LA2208'MARK IS FLUSH AND THE DISK IS STAMPED CONWAY 2 1954.
 LA2208'
 LA2208'REFERENCE MARK NO. 3 IS 21 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LA2208'LARGE SHED, 12 FEET SOUTHEAST OF A 14 INCH MAPLE TREE AND 1 FOOT NORTH
 LA2208'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONWAY 2
 LA2208'NO 3 1954.
 LA2208'
 LA2208'REFERENCE MARK NO. 4 IS 41 FEET EAST OF THE CENTER OF HIGHWAY 13, 22
 LA2208'FEET WEST OF THE NORTHWEST CORNER OF A BARN AND 1 FOOT EAST OF A FENCE
 LA2208'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CONWAY 2 NO 4 1954.
 LA2208'
 LA2208'GRA G 16 IS 48 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 38 FEET WEST
 LA2208'OF THE CENTER OF HIGHWAY 13.  THE MARK IS A 12 BY 12 INCH CONCRETE
 LA2208'POST THAT PROJECTS ABOUT 8 INCHES AND THE DISK IS A STANDARD STATE
 LA2208'HIGHWAY COMMISSION OF INDIANA BM STAMPED GRA G 16.
 LA2208'
 LA2208'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF HIGHWAY 13 AND 10 FEET
 LA2208'SOUTH OF THE CENTER OF A DRIVEWAY.  THE DISK IS FLUSH IN A DRILL HOLE
 LA2208'IN TOP OF A CONCRETE CULVERT WHICH PROJECTS ABOUT 14 INCHES AND IS
 LA2208'STAMPED CONWAY 1948.
 LA2208'
 LA2208'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 13 FOR
 LA2208'0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2208'
 LA2208'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2238 ***********************************************************************
 JZ2238  DESIGNATION -  COOK
 JZ2238  PID         -  JZ2238
 JZ2238  STATE/COUNTY-  IN/DECATUR
 JZ2238  COUNTRY     -  US
 JZ2238  USGS QUAD   -  HARTSVILLE (2019)
 JZ2238
 JZ2238                         *CURRENT SURVEY CONTROL
 JZ2238  ______________________________________________________________________
 JZ2238* NAD 83(1986) POSITION- 39 16 51.     (N) 085 39 25.     (W)   SCALED
 JZ2238* NAVD 88 ORTHO HEIGHT -   238.963 (meters)      784.00  (feet) ADJUSTED
 JZ2238  ______________________________________________________________________
 JZ2238  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ2238  DYNAMIC HEIGHT  -        238.815 (meters)      783.51  (feet) COMP
 JZ2238  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 JZ2238
 JZ2238  VERT ORDER      -  SECOND    CLASS 0
 JZ2238
 JZ2238.The horizontal coordinates were scaled from a map and have
 JZ2238.an estimated accuracy of +/- 6 seconds.
 JZ2238
 JZ2238.The orthometric height was determined by differential leveling and
 JZ2238.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2238.in June 1991.
 JZ2238
 JZ2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2238.GEOID18 height accuracy estimate available here.
 JZ2238
 JZ2238.Click photographs - Photos may exist for this station.
 JZ2238
 JZ2238.The dynamic height is computed by dividing the NAVD 88
 JZ2238.geopotential number by the normal gravity value computed on the
 JZ2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2238.degrees latitude (g = 980.6199 gals.).
 JZ2238
 JZ2238.The modeled gravity was interpolated from observed gravity values.
 JZ2238
 JZ2238;                    North         East    Units  Estimated Accuracy
 JZ2238;SPC IN E     -   447,670.      100,840.      MT  (+/- 180 meters Scaled)
 JZ2238
 JZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ158488(NAD 83)
 JZ2238
 JZ2238                          SUPERSEDED SURVEY CONTROL
 JZ2238
 JZ2238  NGVD 29 (??/??/92)  239.082  (m)          784.39   (f) ADJ UNCH    2 0
 JZ2238
 JZ2238.Superseded values are not recommended for survey control.
 JZ2238
 JZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2238.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2238
 JZ2238_MARKER: Z = SEE DESCRIPTION
 JZ2238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2238_SP_SET: COOK GAS WELL CASING
 JZ2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2238
 JZ2238  HISTORY     - Date     Condition        Report By
 JZ2238  HISTORY     - 1947     MONUMENTED       CGS
 JZ2238  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2238
 JZ2238                          STATION DESCRIPTION
 JZ2238
 JZ2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2238'2.6 MI NE FROM HARTSVILLE.
 JZ2238'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2238'VILLAGE PARK AT HARTSVILLE, AT THE JOHN L. COOK FARM, THE
 JZ2238'HIGH POINT BETWEEN TWO CHISELED LINES ON THE NORTH SIDE OF THE
 JZ2238'COOK GAS WELL CASING.  NOTE-- PREVIOUSLY DESIGNATED COOK (GAS
 JZ2238'WELL).
 JZ2238
 JZ2238                          STATION RECOVERY (2022)
 JZ2238
 JZ2238'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1340 ***********************************************************************
 JZ1340  DESIGNATION -  COOK
 JZ1340  PID         -  JZ1340
 JZ1340  STATE/COUNTY-  IN/UNION
 JZ1340  COUNTRY     -  US
 JZ1340  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1340
 JZ1340                         *CURRENT SURVEY CONTROL
 JZ1340  ______________________________________________________________________
 JZ1340* NAD 83(1997) POSITION- 39 37 54.64652(N) 084 51 59.17089(W)   ADJUSTED
 JZ1340* NAVD 88 ORTHO HEIGHT -   326.597 (meters)     1071.51  (feet) ADJUSTED
 JZ1340  ______________________________________________________________________
 JZ1340  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 JZ1340  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 JZ1340  DYNAMIC HEIGHT  -        326.407 (meters)     1070.89  (feet) COMP
 JZ1340  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 JZ1340
 JZ1340  HORZ ORDER      -  FIRST
 JZ1340  VERT ORDER      -  SECOND    CLASS 0
 JZ1340
 JZ1340.The horizontal coordinates were established by classical geodetic methods
 JZ1340.and adjusted by the National Geodetic Survey in May 1999.
 JZ1340
 JZ1340.The orthometric height was determined by differential leveling and
 JZ1340.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1340.in June 1991.
 JZ1340
 JZ1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1340.GEOID18 height accuracy estimate available here.
 JZ1340
 JZ1340.Click photographs - Photos may exist for this station.
 JZ1340
 JZ1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1340
 JZ1340.The dynamic height is computed by dividing the NAVD 88
 JZ1340.geopotential number by the normal gravity value computed on the
 JZ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1340.degrees latitude (g = 980.6199 gals.).
 JZ1340
 JZ1340.The modeled gravity was interpolated from observed gravity values.
 JZ1340
 JZ1340. The following values were computed from the NAD 83(1997) position.
 JZ1340
 JZ1340;                    North         East     Units Scale Factor Converg.
 JZ1340;SPC IN E     -   486,948.501   168,698.449   MT  1.00002475   +0 30 37.6
 JZ1340;SPC IN E     - 1,597,596.87    553,471.49   sFT  1.00002475   +0 30 37.6
 JZ1340;SPC OH S     -   183,819.600   396,874.210   MT  0.99994521   -1 30 05.6
 JZ1340;SPC OH S     -   603,081.47  1,302,078.14   sFT  0.99994521   -1 30 05.6
 JZ1340;UTM  16      - 4,389,072.149   683,102.602   MT  1.00001278   +1 21 40.6
 JZ1340
 JZ1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1340!SPC IN E     -   0.99995403  x   1.00002475  =   0.99997878
 JZ1340!SPC OH S     -   0.99995403  x   0.99994521  =   0.99989924
 JZ1340!UTM  16      -   0.99995403  x   1.00001278  =   0.99996681
 JZ1340
 JZ1340:                Primary Azimuth Mark                     Grid Az
 JZ1340:SPC IN E     -  COOK RM 2                                267 06 42.4
 JZ1340:SPC OH S     -  COOK RM 2                                269 07 25.6
 JZ1340:UTM  16      -  COOK RM 2                                266 15 39.4
 JZ1340
 JZ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8310289072(NAD 83)
 JZ1340
 JZ1340|---------------------------------------------------------------------|
 JZ1340| PID    Reference Object                     Distance      Geod. Az  |
 JZ1340|                                                           dddmmss.s |
 JZ1340| JZ3276 BOSTON CONCRETE SILO                APPROX. 8.8 KM 0024105.5 |
 JZ1340| JZ1341 COOK RM 1                            48.112 METERS 14815     |
 JZ1340| JZ1338 COOK RM 2                                          2673720.0 |
 JZ1340| JZ3280 LIBERTY COURTHOUSE FINIAL           APPROX. 5.5 KM 2735056.9 |
 JZ1340| JZ1339 COOK RM 3                            49.750 METERS 27640     |
 JZ1340| JZ3279 LIBERTY MUNICIPAL TANK              APPROX. 5.1 KM 2794017.4 |
 JZ1340|---------------------------------------------------------------------|
 JZ1340
 JZ1340                          SUPERSEDED SURVEY CONTROL
 JZ1340
 JZ1340  NAD 83(1995)-  39 37 54.64673(N)    084 51 59.17101(W) AD(       ) 1
 JZ1340  NAD 83(1986)-  39 37 54.65333(N)    084 51 59.18174(W) AD(       ) 1
 JZ1340  NAD 27      -  39 37 54.47200(N)    084 51 59.32900(W) AD(       ) 1
 JZ1340  NGVD 29 (??/??/92)  326.750  (m)         1072.01   (f) ADJ UNCH    2 0
 JZ1340  NGVD 29             326.75   (m)         1072.0    (f) LEVELING    3  
 JZ1340
 JZ1340.Superseded values are not recommended for survey control.
 JZ1340
 JZ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1340.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1340
 JZ1340_MARKER: DS = TRIANGULATION STATION DISK
 JZ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1340_STAMPING: COOK 1932
 JZ1340_MARK LOGO: CGS
 JZ1340_PROJECTION: RECESSED 41 CENTIMETERS
 JZ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1340+STABILITY: SURFACE MOTION
 JZ1340
 JZ1340  HISTORY     - Date     Condition        Report By
 JZ1340  HISTORY     - 1932     MONUMENTED       CGS
 JZ1340  HISTORY     - 1938     GOOD             CGS
 JZ1340  HISTORY     - 1939     GOOD             CGS
 JZ1340  HISTORY     - 1940     GOOD             CGS
 JZ1340  HISTORY     - 1947     GOOD             CGS
 JZ1340  HISTORY     - 1957     GOOD             CGS
 JZ1340
 JZ1340                          STATION DESCRIPTION
 JZ1340
 JZ1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ1340'OF THE CHESAPEAKE AND OHIO RAILROAD, NEAR THE NORTH SIDE OF THE
 JZ1340'SOUTHWEST 1/4 SEC. 10, T. 11 N.,R. 1 W., 36 METERS NORTH OF THE
 JZ1340'CENTER OF LIBERTY-CAMDEN ROAD, 50 METERS E. OF THE NORTH-SOUTH
 JZ1340'FENCE LINE, ON LAND BELONGING TO C.P. COOK, 16.6 METERS SOUTH OF
 JZ1340'LARGE TREE AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 JZ1340'
 JZ1340'REFERENCE MARK NO. 1 IS 1.1 METERS SOUTH OF CONCRETE TRANSMISSION
 JZ1340'POLE, 0.8 METER S. OF FENCE LINE, 18.3 METER E.  OF THE
 JZ1340'NORTHEAST CORNER OF HOUSE, 6.3 METERS SOUTH OF THE CENTER OF THE ROAD
 JZ1340'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ1340'
 JZ1340'REFERENCE MARK NO.2 IS 0.15 METER NORTH OF FENCE LINE, 3.55 METERS
 JZ1340'EAST OF TRANSMISSION POLE, 5.8 METERS SOUTH OF THE CENTER OF
 JZ1340'THE ROAD AND PROJECTS 6 INCHES ABOVE THE CENTER OF THE ROAD.
 JZ1340'
 JZ1340'REFERENCE MARK NO. 3 IS 1.2 METERS NORTH OF THE NORTHWEST CORNER OF
 JZ1340'FARM BUILDING, 0.3 METER WEST OF FENCE LINE AND IN SOUTHEAST
 JZ1340'CORNER OF GROVE OF TREES.
 JZ1340
 JZ1340                          STATION RECOVERY (1938)
 JZ1340
 JZ1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ1340'STATION AND REFERENCE MARKS FOUND AS DESCRIBED BY H.C.W. IN 1932.
 JZ1340'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 JZ1340'
 JZ1340'TO REACH FROM CAMDEN GO WEST 12.1 MILES ON OHIO ROUTE 725 AND INDIANA
 JZ1340'44 TO STATION ON RIGHT.
 JZ1340'
 JZ1340'TO REACH FROM LIBERTY, GO EAST ON INDIANA ROUTE 44 FOR 3.5 MILES TO
 JZ1340'STATION ON LEFT.
 JZ1340
 JZ1340                          STATION RECOVERY (1939)
 JZ1340
 JZ1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1340'THE STATION AND REFERENCE MARKS WERE RECOVERED IN EXCELLENT
 JZ1340'CONDITION. THE ORIGINAL DESCRIPTION IS CORRECT AND
 JZ1340'COMPLETE.
 JZ1340
 JZ1340                          STATION RECOVERY (1940)
 JZ1340
 JZ1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (SCS)
 JZ1340'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED AS
 JZ1340'DESCRIBED IN GOOD CONDITION.
 JZ1340
 JZ1340                          STATION RECOVERY (1947)
 JZ1340
 JZ1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1340'3.5 MI E FROM LIBERTY.
 JZ1340'3.5 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1340'LIBERTY, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF THE CHESAPEAKE
 JZ1340'AND OHIO RAILWAY, IN A PASTURE, 111 FEET NORTH OF THE CENTER
 JZ1340'LINE OF THE HIGHWAY, 47 FEET SOUTH OF A LARGE BEECH TREE, 51 FEET
 JZ1340'SOUTHWEST OF A LARGE BEECH TREE, 158 FEET NORTHWEST AND ACROSS THE
 JZ1340'HIGHWAY FROM R.M. NO. 1, 163 FEET EAST OF R.M. 3, ABOUT 2 FEET
 JZ1340'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JZ1340'18 INCHES UNDERGROUND.
 JZ1340
 JZ1340                          STATION RECOVERY (1957)
 JZ1340
 JZ1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ1340'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 JZ1340'PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 JZ1340'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2198 ***********************************************************************
 ME2198  DESIGNATION -  COOK
 ME2198  PID         -  ME2198
 ME2198  STATE/COUNTY-  IN/ELKHART
 ME2198  COUNTRY     -  US
 ME2198  USGS QUAD   -  OSCEOLA (2019)
 ME2198
 ME2198                         *CURRENT SURVEY CONTROL
 ME2198  ______________________________________________________________________
 ME2198* NAD 83(1997) POSITION- 41 38 14.93226(N) 086 00 10.62186(W)   ADJUSTED
 ME2198* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 ME2198  ______________________________________________________________________
 ME2198  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME2198  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 ME2198  HORZ ORDER      -  THIRD
 ME2198
 ME2198.The horizontal coordinates were established by classical geodetic methods
 ME2198.and adjusted by the National Geodetic Survey in May 1999.
 ME2198
 ME2198.The orthometric height was scaled from a topographic map.
 ME2198
 ME2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2198.GEOID18 height accuracy estimate available here.
 ME2198
 ME2198.Click photographs - Photos may exist for this station.
 ME2198
 ME2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2198
 ME2198. The following values were computed from the NAD 83(1997) position.
 ME2198
 ME2198;                    North         East     Units Scale Factor Converg.
 ME2198;SPC IN E     -   709,409.175    71,981.966   MT  0.99997632   -0 13 24.4
 ME2198;SPC IN E     - 2,327,453.27    236,160.83   sFT  0.99997632   -0 13 24.4
 ME2198;UTM  16      - 4,610,007.536   583,040.776   MT  0.99968486   +0 39 45.0
 ME2198
 ME2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2198!SPC IN E     -   0.99996594  x   0.99997632  =   0.99994226
 ME2198!UTM  16      -   0.99996594  x   0.99968486  =   0.99965081
 ME2198
 ME2198:                Primary Azimuth Mark                     Grid Az
 ME2198:SPC IN E     -  COOK AZ MK                               178 08 41.2
 ME2198:UTM  16      -  COOK AZ MK                               177 15 31.8
 ME2198
 ME2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8304010007(NAD 83)
 ME2198
 ME2198|---------------------------------------------------------------------|
 ME2198| PID    Reference Object                     Distance      Geod. Az  |
 ME2198|                                                           dddmmss.s |
 ME2198| ME2199 NO 223                               40.703 METERS 03523     |
 ME2198| MD1728 ELKHART RADIO STA WTRC MAST         APPROX. 2.3 KM 0454345.7 |
 ME2198| CM3346 COOK RM 1                            30.681 METERS 12042     |
 ME2198| CM3347 COOK RM 2                            14.853 METERS 17219     |
 ME2198| CM3345 COOK AZ MK                                         1775516.8 |
 ME2198|---------------------------------------------------------------------|
 ME2198
 ME2198                          SUPERSEDED SURVEY CONTROL
 ME2198
 ME2198  NAD 83(1994)-  41 38 14.93394(N)    086 00 10.62492(W) AD(       ) 3
 ME2198  NAD 83(1986)-  41 38 14.93438(N)    086 00 10.62768(W) AD(       ) 3
 ME2198  NAD 27      -  41 38 14.75760(N)    086 00 10.62330(W) AD(       ) 3
 ME2198
 ME2198.Superseded values are not recommended for survey control.
 ME2198
 ME2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2198.See file dsdata.pdf to determine how the superseded data were derived.
 ME2198
 ME2198_MARKER: DS = TRIANGULATION STATION DISK
 ME2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2198_STAMPING: COOK 1952
 ME2198_MARK LOGO: CGS
 ME2198_PROJECTION: FLUSH
 ME2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2198+STABILITY: SURFACE MOTION
 ME2198
 ME2198  HISTORY     - Date     Condition        Report By
 ME2198  HISTORY     - 1952     MONUMENTED       CGS
 ME2198  HISTORY     - 1970     GOOD             NGS
 ME2198  HISTORY     - 1984     GOOD             USPSQD
 ME2198
 ME2198                          STATION DESCRIPTION
 ME2198
 ME2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2198'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ELKHART ALONG THE WEST
 ME2198'SIDE OF STATE HIGHWAY 19 ON PROPERTY OWNED BY W.R. AND WILMAC COOK.
 ME2198'IT IS 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING,
 ME2198'47 FEET WEST OF THE CENTER OF THE HIGHWAY AND 7 FEET NORTH OF A WHITE
 ME2198'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED COOK 1952.
 ME2198'
 ME2198'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2198'2 FEET WEST OF A POWERLINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 ME2198'STAMPED COOK NO 1 1952.
 ME2198'
 ME2198'NO. 223 (INGS) WAS USED AS A REFERENCE MARK AND IT IS 84 FEET
 ME2198'SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING, 34 FEET
 ME2198'SOUTHWEST OF A POWERLINE POLE AND 32 FEET EAST OF THE CENTER OF THE
 ME2198'HIGHWAY.  THE MARK IS A CONCRETE POST 6 BY 6 INCHES IN DIAMETER WHICH
 ME2198'PROJECTS 4 INCHES WITH A BRONZE IND. GEOD. S. DISK SET IN THE TOP
 ME2198'STAMPED 23 STATION NO 223.
 ME2198'
 ME2198'AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF STATE HIGHWAY 19, 22
 ME2198'FEET NORTH OF A FENCE CORNER, 20 FEET NORTHWEST OF A 9 INCH MAPLE
 ME2198'TREE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 ME2198'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 ME2198'STAMPED COOK 1952.
 ME2198'
 ME2198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND U.S.
 ME2198'HIGHWAY NOS.  20 AND 33 WHICH IS JUST NORTH OF THE NEW YORK CENTRAL
 ME2198'RAILROAD VIADUCT IN THE SOUTHWEST SECTION OF ELKHART, GO SOUTH ON
 ME2198'STATE HIGHWAY 19 (NAPPANEE) FOR 2.2 MILES TO THE STATION ON THE RIGHT
 ME2198'AS DESCRIBED, CONTINUE FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2198'
 ME2198'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2198
 ME2198                          STATION RECOVERY (1970)
 ME2198
 ME2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2198'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 ME2198'CONDITION.  NO. 223 (INGS) WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN
 ME2198'DESTROYED BY ROAD CONSTRUCTION.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 ME2198'WAS OBSTRUCTED BY A UTILITY POLE.  THE DISTANCE TO REFERENCE MARK 1
 ME2198'CHECKED.  A REFERENCE MARK 2 WAS SET.  A NEW DESCRIPTION FOLLOWS-
 ME2198'
 ME2198'THE STATION MARK IS 71 FEET EAST OF THE NORTHEAST CORNER OF A YELLOW
 ME2198'BRICK HOUSE OWNED BY MRS. SAWYER, 55 FEET NORTH OF THE CENTERLINE OF
 ME2198'DRIVEWAY TO THE HOUSE, 31 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 ME2198'POST, 46 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 19, 94 FEET
 ME2198'SOUTHEAST OF A RED BRICK HOUSE, ON THE PROPERTY OF MRS.  SAWYER.  THE
 ME2198'MONUMENT IS FLUSH AND THE DISK IS STAMPED COOK 1952.
 ME2198'
 ME2198'TO REACH THE STATION FROM THE JUNCTION OF TRUCK ROUTE U.S. 20, U.S.
 ME2198'HIGHWAY 33 AND STATE HIGHWAY 19 AT THE SOUTHWEST EDGE OF ELKHART, GO
 ME2198'SOUTH ON STATE HIGHWAY 19 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 ME2198'CONTINUE SOUTH ON THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE LEFT.
 ME2198'
 ME2198'REFERENCE MARK 1 IS 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 40
 ME2198'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 22 FEET SOUTH OF A
 ME2198'CONCRETE RIGHT-OF-WAY POST AND 2 FEET WEST OF A POWER POLE.  THE
 ME2198'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED COOK NO 1 1952.
 ME2198'
 ME2198'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 ME2198'NORTHEAST CORNER OF THE CONCRETE DRIVEWAY TO THE SAWYER HOME, 18 FEET
 ME2198'SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 6 FEET NORTH OF THE CENTERLINE
 ME2198'OF THE DRIVE AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 ME2198'DISK IS STAMPED COOK 1952 NO 2 1970.
 ME2198'
 ME2198'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT WEST
 ME2198'OF A FENCE, 23 FEET NORTH OF A FENCE CORNER AND 39 FEET EAST OF THE
 ME2198'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6 INCHES AND THE
 ME2198'DISK IS STAMPED COOK 1952.
 ME2198
 ME2198                          STATION RECOVERY (1984)
 ME2198
 ME2198'RECOVERY NOTE BY US POWER SQUADRON 1984 (GEB)
 ME2198'THE PROPERTY IS NOW OWNED BY MR. MEYERS.  ALL MARKS WERE RECOVED AS
 ME2198'DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2019 ***********************************************************************
 KA2019  DESIGNATION -  COOK
 KA2019  PID         -  KA2019
 KA2019  STATE/COUNTY-  IN/PUTNAM
 KA2019  COUNTRY     -  US
 KA2019  USGS QUAD   -  REELSVILLE (2019)
 KA2019
 KA2019                         *CURRENT SURVEY CONTROL
 KA2019  ______________________________________________________________________
 KA2019* NAD 83(1997) POSITION- 39 32 54.65519(N) 086 57 47.89329(W)   ADJUSTED
 KA2019* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 KA2019  ______________________________________________________________________
 KA2019  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KA2019  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 KA2019  HORZ ORDER      -  THIRD
 KA2019
 KA2019.The horizontal coordinates were established by classical geodetic methods
 KA2019.and adjusted by the National Geodetic Survey in May 1999.
 KA2019
 KA2019.The orthometric height was scaled from a topographic map.
 KA2019
 KA2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2019.GEOID18 height accuracy estimate available here.
 KA2019
 KA2019.Click photographs - Photos may exist for this station.
 KA2019
 KA2019.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2019
 KA2019. The following values were computed from the NAD 83(1997) position.
 KA2019
 KA2019;                    North         East     Units Scale Factor Converg.
 KA2019;SPC IN W     -   477,397.711   910,316.636   MT  0.99996798   +0 04 35.1
 KA2019;SPC IN W     - 1,566,262.32  2,986,597.16   sFT  0.99996798   +0 04 35.1
 KA2019;UTM  16      - 4,377,649.435   503,152.918   MT  0.99960012   +0 01 24.1
 KA2019
 KA2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2019!SPC IN W     -   0.99996959  x   0.99996798  =   0.99993757
 KA2019!UTM  16      -   0.99996959  x   0.99960012  =   0.99956972
 KA2019
 KA2019:                Primary Azimuth Mark                     Grid Az
 KA2019:SPC IN W     -  COOK AZ MK                               054 36 36.4
 KA2019:UTM  16      -  COOK AZ MK                               054 39 47.4
 KA2019
 KA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0315277649(NAD 83)
 KA2019
 KA2019|---------------------------------------------------------------------|
 KA2019| PID    Reference Object                     Distance      Geod. Az  |
 KA2019|                                                           dddmmss.s |
 KA2019| CC8500 COOK AZ MK                                         0544111.5 |
 KA2019| KA2018 INDIANA ST POLICE POST 5 MAST       APPROX. 6.9 KM 0711703.2 |
 KA2019| KA2016 PUTNAMVILLE IND STATE FARM STK      APPROX. 7.0 KM 0750433.5 |
 KA2019| CC8501 COOK RM 1                            29.316 METERS 18837     |
 KA2019| CC8502 COOK RM 2                            25.960 METERS 30522     |
 KA2019|---------------------------------------------------------------------|
 KA2019
 KA2019                          SUPERSEDED SURVEY CONTROL
 KA2019
 KA2019  NAD 83(1986)-  39 32 54.65846(N)    086 57 47.88633(W) AD(       ) 3
 KA2019  NAD 27      -  39 32 54.50340(N)    086 57 47.82860(W) AD(       ) 3
 KA2019
 KA2019.Superseded values are not recommended for survey control.
 KA2019
 KA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2019.See file dsdata.pdf to determine how the superseded data were derived.
 KA2019
 KA2019_MARKER: DS = TRIANGULATION STATION DISK
 KA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2019_STAMPING: COOK 1947
 KA2019_MARK LOGO: CGS
 KA2019_PROJECTION: RECESSED 30 CENTIMETERS
 KA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2019+STABILITY: SURFACE MOTION
 KA2019
 KA2019  HISTORY     - Date     Condition        Report By
 KA2019  HISTORY     - 1947     MONUMENTED       CGS
 KA2019
 KA2019                          STATION DESCRIPTION
 KA2019
 KA2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA2019'STATION IS 8.9 MILES EAST-NORTHEAST OF BRAZIL VIA U.S. HIGHWAY 40, IN
 KA2019'THE SOUTHERN EDGE OF THE SMALL SETTLEMENT OF PLEASANT GARDENS
 KA2019'AND ON THE PROPERTY OF C.C. COOK, 0.1 MILE SOUTH OF THE HIGHWAY,
 KA2019'ABOUT 75 YARDS NORTH OF THE COOK FARM HOUSE, 82 FEET NORTH OF A
 KA2019'GAS PUMP, 65 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD,
 KA2019'43 FEET EAST OF APPROXIMATE CENTERLINE OF PAVED ROAD WHICH
 KA2019'LEADS SOUTH FROM PLEASANT GARDENS, AND 24 FEET EAST-NORTHEAST OF A
 KA2019'WITNESS POST. THE MARK IS 12 INCHES UNDERGROUND, AND THE DISK IS
 KA2019'STAMPED COOK 1947.
 KA2019'
 KA2019'REFERENCE MARK NO.1 IS 96.18 FEET SOUTH-SOUTHWEST OF THE STATION AND
 KA2019'1 FOOT EAST OF A FENCE. THE MARK PROJECTS 7 INCHES, AND THE
 KA2019'DISK IS STAMPED COOK NO 1 1947.
 KA2019'
 KA2019'REFERENCE MARK NO. 2 IS 85.17 FEET WEST-NORTHWEST OF THE STATION AND
 KA2019'16 FEET WEST OF APPROXIMATE CENTERLINE OF PAVED ROAD. THE MARK
 KA2019'PROJECTS 2 INCHES, AND THE DISK IS STAMPED COOK NO 2 1947.
 KA2019'
 KA2019'THE AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF STATION VIA U.S.
 KA2019'HIGHWAY 40, 91 FEET NORTH OF THE WEST-BOUND TRAFFIC LANE
 KA2019'CENTERLINE, 2 FEET WEST OF A WITNESS POST, AND 6 INCHES SOUTH OF A
 KA2019'FENCE. THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED COOK
 KA2019'1947.
 KA2019'
 KA2019'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2577 ***********************************************************************
 LB2577  DESIGNATION -  COOK
 LB2577  PID         -  LB2577
 LB2577  STATE/COUNTY-  IN/MONTGOMERY
 LB2577  COUNTRY     -  US
 LB2577  USGS QUAD   -  LINDEN (2019)
 LB2577
 LB2577                         *CURRENT SURVEY CONTROL
 LB2577  ______________________________________________________________________
 LB2577* NAD 83(1997) POSITION- 40 10 53.50840(N) 086 57 15.43857(W)   ADJUSTED
 LB2577* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LB2577  ______________________________________________________________________
 LB2577  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 LB2577  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LB2577  HORZ ORDER      -  FIRST
 LB2577
 LB2577.The horizontal coordinates were established by classical geodetic methods
 LB2577.and adjusted by the National Geodetic Survey in May 1999.
 LB2577
 LB2577.The orthometric height was scaled from a topographic map.
 LB2577
 LB2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2577.GEOID18 height accuracy estimate available here.
 LB2577
 LB2577.Click photographs - Photos may exist for this station.
 LB2577
 LB2577.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2577
 LB2577. The following values were computed from the NAD 83(1997) position.
 LB2577
 LB2577;                    North         East     Units Scale Factor Converg.
 LB2577;SPC IN W     -   547,681.396   910,990.036   MT  0.99996815   +0 04 59.7
 LB2577;SPC IN W     - 1,796,851.38  2,988,806.48   sFT  0.99996815   +0 04 59.7
 LB2577;UTM  16      - 4,447,906.604   503,891.569   MT  0.99960019   +0 01 46.2
 LB2577
 LB2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2577!SPC IN W     -   0.99996479  x   0.99996815  =   0.99993294
 LB2577!UTM  16      -   0.99996479  x   0.99960019  =   0.99956499
 LB2577
 LB2577:                Primary Azimuth Mark                     Grid Az
 LB2577:SPC IN W     -  COOK AZ MK                               048 27 13.0
 LB2577:UTM  16      -  COOK AZ MK                               048 30 26.5
 LB2577
 LB2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0389147906(NAD 83)
 LB2577
 LB2577|---------------------------------------------------------------------|
 LB2577| PID    Reference Object                     Distance      Geod. Az  |
 LB2577|                                                           dddmmss.s |
 LB2577| CC8497 COOK AZ MK                                         0483212.7 |
 LB2577| LB2574 CRAWFORDSVILLE MID ST WIRE TK       APPROX.17.1 KM 1601459.5 |
 LB2577| LB2571 CRAWFORDSVILLE MONT CO CTHSE        APPROX.16.1 KM 1633924.5 |
 LB2577| LB2575 CRAWFORDSVILLE DONNELLY SPIPE       APPROX.16.3 KM 1681125.2 |
 LB2577| CC8498 COOK RM 1                            67.891 METERS 21259     |
 LB2577| CC8499 COOK RM 2                            40.340 METERS 30246     |
 LB2577|---------------------------------------------------------------------|
 LB2577
 LB2577                          SUPERSEDED SURVEY CONTROL
 LB2577
 LB2577  NAD 83(1986)-  40 10 53.51566(N)    086 57 15.45117(W) AD(       ) 1
 LB2577  NAD 27      -  40 10 53.37660(N)    086 57 15.42790(W) AD(       ) 1
 LB2577
 LB2577.Superseded values are not recommended for survey control.
 LB2577
 LB2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2577.See file dsdata.pdf to determine how the superseded data were derived.
 LB2577
 LB2577_MARKER: DS = TRIANGULATION STATION DISK
 LB2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2577_STAMPING: COOK 1934
 LB2577_MARK LOGO: CGS
 LB2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2577+STABILITY: SURFACE MOTION
 LB2577
 LB2577  HISTORY     - Date     Condition        Report By
 LB2577  HISTORY     - 1934     MONUMENTED       CGS
 LB2577  HISTORY     - 1948     GOOD             CGS
 LB2577
 LB2577                          STATION DESCRIPTION
 LB2577
 LB2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2577'2.7 MILES WEST OF LINDEN, A TOWN ON STATE HIGHWAY 43, ON PROMINENT
 LB2577'HILL IN PASTURE OWNED BY L. A. COOK, ABOUT 0.4 MILE SOUTH-SOUTHEAST
 LB2577'OF AUSTIN PALINS FARMHOUSE, 0.4 MILE SOUTH OF AN OILED ROAD, AND
 LB2577'MIDWAY RIDGE RUNNING NORTHEAST-AND-SOUTHWEST.  THE MARK PROJECTS 1
 LB2577'INCH.
 LB2577'
 LB2577'TO REACH FROM THE SOUTH EDGE OF LINDEN GO WEST ON AN OILED ROAD FOR
 LB2577'2.7 MILES TO AUSTIN PALINS HOUSE ON THE SOUTH SIDE OF THE ROAD.
 LB2577'THENCE THROUGH BARN LOT AND OUT THROUGH PASTURE TO THE SOUTHWEST, TO
 LB2577'THE STATION.
 LB2577'
 LB2577'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2577'DISKS SET IN CONCRETE.
 LB2577'
 LB2577'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, AT THE SOUTHWEST
 LB2577'END OF A RIDGE, 1 FOOT NORTH OF A FENCE LINE, AND PROJECTS 4 INCHES.
 LB2577'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION DOWN A SLOPE, AND
 LB2577'PROJECTS 4 INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS 258.6
 LB2577'FEET.
 LB2577'
 LB2577'AZIMUTH MARK IS NORTHEAST OF THE STATION, 15 FEET SOUTH OF THE
 LB2577'CENTER LINE OF THE ROAD, 0.15 MILE EAST OF B. C. RAYBONS FARMHOUSE,
 LB2577'AND PROJECTS 4 INCHES.
 LB2577
 LB2577                          STATION RECOVERY (1948)
 LB2577
 LB2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2577'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1341 ***********************************************************************
 JZ1341  DESIGNATION -  COOK RM 1
 JZ1341  PID         -  JZ1341
 JZ1341  STATE/COUNTY-  IN/UNION
 JZ1341  COUNTRY     -  US
 JZ1341  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1341
 JZ1341                         *CURRENT SURVEY CONTROL
 JZ1341  ______________________________________________________________________
 JZ1341* NAD 83(1986) POSITION- 39 37 53.32   (N) 084 51 58.11   (W)   HD_HELD1
 JZ1341* NAVD 88 ORTHO HEIGHT -   327.257 (meters)     1073.68  (feet) ADJUSTED
 JZ1341  ______________________________________________________________________
 JZ1341  GEOID HEIGHT    -        -33.562 (meters)                     GEOID18
 JZ1341  DYNAMIC HEIGHT  -        327.067 (meters)     1073.05  (feet) COMP
 JZ1341  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 JZ1341
 JZ1341  VERT ORDER      -  SECOND    CLASS 0
 JZ1341
 JZ1341.The horizontal coordinates were determined by differentially corrected
 JZ1341.hand held GPS observations or other comparable positioning techniques
 JZ1341.and have an estimated accuracy of +/- 3 meters.
 JZ1341
 JZ1341.The orthometric height was determined by differential leveling and
 JZ1341.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1341.in June 1991.
 JZ1341
 JZ1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1341.GEOID18 height accuracy estimate available here.
 JZ1341
 JZ1341.Click photographs - Photos may exist for this station.
 JZ1341
 JZ1341.The dynamic height is computed by dividing the NAVD 88
 JZ1341.geopotential number by the normal gravity value computed on the
 JZ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1341.degrees latitude (g = 980.6199 gals.).
 JZ1341
 JZ1341.The modeled gravity was interpolated from observed gravity values.
 JZ1341
 JZ1341;                    North         East    Units  Estimated Accuracy
 JZ1341;SPC IN E     -   486,907.8     168,724.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1341
 JZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8312889031(NAD 83)
 JZ1341
 JZ1341                          SUPERSEDED SURVEY CONTROL
 JZ1341
 JZ1341  NGVD 29 (??/??/92)  327.410  (m)         1074.18   (f) ADJ UNCH    2 0
 JZ1341
 JZ1341.Superseded values are not recommended for survey control.
 JZ1341
 JZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1341.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1341
 JZ1341_MARKER: DR = REFERENCE MARK DISK
 JZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1341_STAMPING: COOK NO 1 1932
 JZ1341_MARK LOGO: CGS
 JZ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1341+STABILITY: SURFACE MOTION
 JZ1341
 JZ1341  HISTORY     - Date     Condition        Report By
 JZ1341  HISTORY     - 1932     MONUMENTED       CGS
 JZ1341  HISTORY     - 1947     GOOD             CGS
 JZ1341  HISTORY     - 20040324 GOOD             USI
 JZ1341
 JZ1341                          STATION DESCRIPTION
 JZ1341
 JZ1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1341'3.5 MI E FROM LIBERTY.
 JZ1341'3.5 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1341'LIBERTY, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF THE CHESAPEAKE
 JZ1341'AND OHIO RAILWAY, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 JZ1341'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 61.5 FEET
 JZ1341'NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 3.5 FEET SOUTH
 JZ1341'OF A CONCRETE POWER LINE POLE NO. 28, 14.5 FEET EAST OF THE
 JZ1341'NORTHEAST CORNER OF THE FARM HOUSE YARD, 2.5 FEET SOUTH OF THE
 JZ1341'FENCE LINE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1341'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1341'PROJECTING 2 INCHES.
 JZ1341
 JZ1341                          STATION RECOVERY (2004)
 JZ1341
 JZ1341'RECOVERY NOTE BY USI CONSULTANTS INC 2004 (KW)
 JZ1341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1338 ***********************************************************************
 JZ1338  DESIGNATION -  COOK RM 2
 JZ1338  PID         -  JZ1338
 JZ1338  STATE/COUNTY-  IN/UNION
 JZ1338  COUNTRY     -  US
 JZ1338  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1338
 JZ1338                         *CURRENT SURVEY CONTROL
 JZ1338  ______________________________________________________________________
 JZ1338* NAD 83(1986) POSITION- 39 37 54.     (N) 084 52 17.     (W)   SCALED
 JZ1338* NAVD 88 ORTHO HEIGHT -   326.403 (meters)     1070.87  (feet) ADJUSTED
 JZ1338  ______________________________________________________________________
 JZ1338  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 JZ1338  DYNAMIC HEIGHT  -        326.214 (meters)     1070.25  (feet) COMP
 JZ1338  MODELED GRAVITY -    980,036.1   (mgal)                       NAVD 88
 JZ1338
 JZ1338  VERT ORDER      -  SECOND    CLASS 0
 JZ1338
 JZ1338.The horizontal coordinates were scaled from a map and have
 JZ1338.an estimated accuracy of +/- 6 seconds.
 JZ1338
 JZ1338.The orthometric height was determined by differential leveling and
 JZ1338.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1338.in June 1991.
 JZ1338
 JZ1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1338.GEOID18 height accuracy estimate available here.
 JZ1338
 JZ1338.Click photographs - Photos may exist for this station.
 JZ1338
 JZ1338.The dynamic height is computed by dividing the NAVD 88
 JZ1338.geopotential number by the normal gravity value computed on the
 JZ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1338.degrees latitude (g = 980.6199 gals.).
 JZ1338
 JZ1338.The modeled gravity was interpolated from observed gravity values.
 JZ1338
 JZ1338;                    North         East    Units  Estimated Accuracy
 JZ1338;SPC IN E     -   486,930.      168,270.      MT  (+/- 180 meters Scaled)
 JZ1338
 JZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ826890(NAD 83)
 JZ1338
 JZ1338                          SUPERSEDED SURVEY CONTROL
 JZ1338
 JZ1338  NGVD 29 (??/??/92)  326.556  (m)         1071.38   (f) ADJ UNCH    2 0
 JZ1338
 JZ1338.Superseded values are not recommended for survey control.
 JZ1338
 JZ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1338.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1338
 JZ1338_MARKER: DR = REFERENCE MARK DISK
 JZ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1338_STAMPING: COOK NO 2 1932
 JZ1338_MARK LOGO: CGS
 JZ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1338+STABILITY: SURFACE MOTION
 JZ1338
 JZ1338  HISTORY     - Date     Condition        Report By
 JZ1338  HISTORY     - 1932     MONUMENTED       CGS
 JZ1338  HISTORY     - 1947     GOOD             CGS
 JZ1338
 JZ1338                          STATION DESCRIPTION
 JZ1338
 JZ1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1338'3.3 MI E FROM LIBERTY.
 JZ1338'3.3 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1338'LIBERTY, ABOUT 0.5 MILE WEST OF THE INTERSECTION OF THE CHESAPEAKE
 JZ1338'AND OHIO RAILWAY, ABOUT 0.35 MILE EAST OF THE JUNCTION OF A ROAD
 JZ1338'LEADING SOUTH, 100 YARDS WEST OF A T FENCE CORNER POST IN THE
 JZ1338'SOUTH RIGHT-OF-WAY FENCE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1338'HIGHWAY, 11.5 FEET EAST OF A CONCRETE POWER POLE STENCILED
 JZ1338'U.S.B.M., 0.3 FOOT NORTH OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE
 JZ1338'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE HIGHWAY AND SET IN
 JZ1338'THE TOP OF A CONCRETE POST PROJECTING 2 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1339 ***********************************************************************
 JZ1339  DESIGNATION -  COOK RM 3
 JZ1339  PID         -  JZ1339
 JZ1339  STATE/COUNTY-  IN/UNION
 JZ1339  COUNTRY     -  US
 JZ1339  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1339
 JZ1339                         *CURRENT SURVEY CONTROL
 JZ1339  ______________________________________________________________________
 JZ1339* NAD 83(1986) POSITION- 39 37 54.83   (N) 084 52 01.24   (W)   HD_HELD1
 JZ1339* NAVD 88 ORTHO HEIGHT -   326.838 (meters)     1072.30  (feet) ADJUSTED
 JZ1339  ______________________________________________________________________
 JZ1339  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 JZ1339  DYNAMIC HEIGHT  -        326.648 (meters)     1071.68  (feet) COMP
 JZ1339  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 JZ1339
 JZ1339  VERT ORDER      -  SECOND    CLASS 0
 JZ1339
 JZ1339.The horizontal coordinates were determined by differentially corrected
 JZ1339.hand held GPS observations or other comparable positioning techniques
 JZ1339.and have an estimated accuracy of +/- 3 meters.
 JZ1339
 JZ1339.The orthometric height was determined by differential leveling and
 JZ1339.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1339.in June 1991.
 JZ1339
 JZ1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1339.GEOID18 height accuracy estimate available here.
 JZ1339
 JZ1339.Click photographs - Photos may exist for this station.
 JZ1339
 JZ1339.The dynamic height is computed by dividing the NAVD 88
 JZ1339.geopotential number by the normal gravity value computed on the
 JZ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1339.degrees latitude (g = 980.6199 gals.).
 JZ1339
 JZ1339.The modeled gravity was interpolated from observed gravity values.
 JZ1339
 JZ1339;                    North         East    Units  Estimated Accuracy
 JZ1339;SPC IN E     -   486,953.7     168,649.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1339
 JZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8305389076(NAD 83)
 JZ1339
 JZ1339                          SUPERSEDED SURVEY CONTROL
 JZ1339
 JZ1339  NGVD 29 (??/??/92)  326.991  (m)         1072.80   (f) ADJ UNCH    2 0
 JZ1339
 JZ1339.Superseded values are not recommended for survey control.
 JZ1339
 JZ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1339.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1339
 JZ1339_MARKER: DR = REFERENCE MARK DISK
 JZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1339_STAMPING: COOK NO 3 1932
 JZ1339_MARK LOGO: CGS
 JZ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1339+STABILITY: SURFACE MOTION
 JZ1339
 JZ1339  HISTORY     - Date     Condition        Report By
 JZ1339  HISTORY     - 1932     MONUMENTED       CGS
 JZ1339  HISTORY     - 1947     GOOD             CGS
 JZ1339
 JZ1339                          STATION DESCRIPTION
 JZ1339
 JZ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1339'3.5 MI E FROM LIBERTY.
 JZ1339'3.5 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1339'LIBERTY, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF THE CHESAPEAKE
 JZ1339'AND OHIO RAILWAY, AT THE SOUTHEAST CORNER OF A GROVE OF CATALPA
 JZ1339'TREES, 128 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 163 FEET
 JZ1339'WEST OF THE STATION MARK, 289 FEET WEST-NORTHWEST AND ACROSS THE
 JZ1339'HIGHWAY FROM R.M. NO. 1, 0.5 FOOT WEST OF A WIRE FENCE, AND
 JZ1339'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2399 ***********************************************************************
 ME2399  DESIGNATION -  CORBURG
 ME2399  PID         -  ME2399
 ME2399  STATE/COUNTY-  IN/PORTER
 ME2399  COUNTRY     -  US
 ME2399  USGS QUAD   -  WANATAH (2019)
 ME2399
 ME2399                         *CURRENT SURVEY CONTROL
 ME2399  ______________________________________________________________________
 ME2399* NAD 83(1997) POSITION- 41 29 57.00809(N) 086 57 39.03367(W)   ADJUSTED
 ME2399* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 ME2399  ______________________________________________________________________
 ME2399  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME2399  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 ME2399  HORZ ORDER      -  SECOND
 ME2399
 ME2399.The horizontal coordinates were established by classical geodetic methods
 ME2399.and adjusted by the National Geodetic Survey in May 1999.
 ME2399
 ME2399.The orthometric height was scaled from a topographic map.
 ME2399
 ME2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2399.GEOID18 height accuracy estimate available here.
 ME2399
 ME2399.Click photographs - Photos may exist for this station.
 ME2399
 ME2399.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2399
 ME2399. The following values were computed from the NAD 83(1997) position.
 ME2399
 ME2399;                    North         East     Units Scale Factor Converg.
 ME2399;SPC IN W     -   694,000.661   910,227.291   MT  0.99996795   +0 04 52.2
 ME2399;SPC IN W     - 2,276,900.50  2,986,304.04   sFT  0.99996795   +0 04 52.2
 ME2399;UTM  16      - 4,594,172.696   503,268.220   MT  0.99960013   +0 01 33.4
 ME2399
 ME2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2399!SPC IN W     -   0.99996783  x   0.99996795  =   0.99993578
 ME2399!UTM  16      -   0.99996783  x   0.99960013  =   0.99956797
 ME2399
 ME2399:                Primary Azimuth Mark                     Grid Az
 ME2399:SPC IN W     -  CORBURG AZ MK                            232 12 28.9
 ME2399:UTM  16      -  CORBURG AZ MK                            232 15 47.7
 ME2399
 ME2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0326894172(NAD 83)
 ME2399
 ME2399|---------------------------------------------------------------------|
 ME2399| PID    Reference Object                     Distance      Geod. Az  |
 ME2399|                                                           dddmmss.s |
 ME2399| ME2452 CHICAGO NEW YORK AWY BEACON 4B      APPROX. 8.8 KM 0363305.3 |
 ME2399| CM3351 CORBURG RM 1                         27.072 METERS 14139     |
 ME2399| CM3350 CORBURG AZ MK                                      2321721.1 |
 ME2399| CM3352 CORBURG RM 2                         30.000 METERS 23924     |
 ME2399|---------------------------------------------------------------------|
 ME2399
 ME2399                          SUPERSEDED SURVEY CONTROL
 ME2399
 ME2399  NAD 83(1986)-  41 29 57.01280(N)    086 57 39.03720(W) AD(       ) 2
 ME2399  NAD 27      -  41 29 56.86710(N)    086 57 38.93660(W) AD(       ) 2
 ME2399
 ME2399.Superseded values are not recommended for survey control.
 ME2399
 ME2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2399.See file dsdata.pdf to determine how the superseded data were derived.
 ME2399
 ME2399_MARKER: DS = TRIANGULATION STATION DISK
 ME2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2399_STAMPING: CORBURG 1948
 ME2399_MARK LOGO: CGS
 ME2399_PROJECTION: FLUSH
 ME2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2399+STABILITY: SURFACE MOTION
 ME2399
 ME2399  HISTORY     - Date     Condition        Report By
 ME2399  HISTORY     - 1948     MONUMENTED       CGS
 ME2399
 ME2399                          STATION DESCRIPTION
 ME2399
 ME2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2399'THE STATION IS LOCATED 6 MILES NORTHEAST OF VALPARAISO AND 4 MILES
 ME2399'SOUTHWEST OF WESTVILLE ON PROPERTY OWNED BY MR. L. YOUNG.  IT IS 71
 ME2399'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 56 FEET SOUTHWEST OF
 ME2399'A 24 INCH OAK TREE, 26 FEET SOUTHEAST OF A 12 INCH LOCUST TREE AND
 ME2399'FENCE CORNER AND 9 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 ME2399'FLUSH AND THE DISK IS STAMPED CORBURG 1948.
 ME2399'
 ME2399'REFERENCE MARK NO. 1 IS 88.82 FEET SOUTHEAST OF THE STATION.  IT IS 54
 ME2399'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CORNCRIB AND 46 FEET EAST
 ME2399'OF THE SOUTHEAST CORNER OF THE CORNCRIB.  THE MARK PROJECTS 4 INCHES
 ME2399'AND THE DISK IS STAMPED CORBURG NO 1 1948.
 ME2399'
 ME2399'REFERENCE MARK NO. 2 IS 98.43 FEET SOUTHWEST OF THE STATION.  IT IS 69
 ME2399'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 12 FEET SOUTHEAST OF A
 ME2399'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORBURG NO 2
 ME2399'1948.
 ME2399'
 ME2399'THE AZIMUTH MARK IS 0.45 MILE SOUTHWEST OF THE STATION.  IT IS 34 FEET
 ME2399'SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A
 ME2399'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2399'STAMPED CORBURG 1948.
 ME2399'
 ME2399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2399'HIGHWAY 2, 1 MILE WEST OF WESTVILLE GO SOUTHWEST ON HIGHWAY 2 FOR 4.0
 ME2399'MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHWEST FOR
 ME2399'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2399'
 ME2399'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1725 ***********************************************************************
 JA1725  DESIGNATION -  CORJUNC
 JA1725  PID         -  JA1725
 JA1725  STATE/COUNTY-  IN/HARRISON
 JA1725  COUNTRY     -  US
 JA1725  USGS QUAD   -  CRANDALL (2019)
 JA1725
 JA1725                         *CURRENT SURVEY CONTROL
 JA1725  ______________________________________________________________________
 JA1725* NAD 83(1997) POSITION- 38 18 52.32659(N) 086 04 05.25772(W)   ADJUSTED
 JA1725* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 JA1725  ______________________________________________________________________
 JA1725  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 JA1725  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JA1725  HORZ ORDER      -  SECOND
 JA1725
 JA1725.The horizontal coordinates were established by classical geodetic methods
 JA1725.and adjusted by the National Geodetic Survey in May 1999.
 JA1725
 JA1725.The orthometric height was scaled from a topographic map.
 JA1725
 JA1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1725.GEOID18 height accuracy estimate available here.
 JA1725
 JA1725.Click photographs - Photos may exist for this station.
 JA1725
 JA1725.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1725
 JA1725. The following values were computed from the NAD 83(1997) position.
 JA1725
 JA1725;                    North         East     Units Scale Factor Converg.
 JA1725;SPC IN E     -   340,482.353    64,890.979   MT  0.99998184   -0 14 56.0
 JA1725;SPC IN E     - 1,117,065.85    212,896.49   sFT  0.99998184   -0 14 56.0
 JA1725;UTM  16      - 4,241,125.038   581,466.105   MT  0.99968173   +0 34 40.0
 JA1725
 JA1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1725!SPC IN E     -   0.99996681  x   0.99998184  =   0.99994865
 JA1725!UTM  16      -   0.99996681  x   0.99968173  =   0.99964855
 JA1725
 JA1725:                Primary Azimuth Mark                     Grid Az
 JA1725:SPC IN E     -  CORJUNC AZ MK                            284 49 33.6
 JA1725:UTM  16      -  CORJUNC AZ MK                            283 59 57.6
 JA1725
 JA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8146641125(NAD 83)
 JA1725
 JA1725|---------------------------------------------------------------------|
 JA1725| PID    Reference Object                     Distance      Geod. Az  |
 JA1725|                                                           dddmmss.s |
 JA1725| CG8379 CORJUNC RM 1                         31.684 METERS 09026     |
 JA1725| CG8378 CORJUNC AZ MK                                      2843437.6 |
 JA1725| CG8380 CORJUNC RM 2                         30.544 METERS 33534     |
 JA1725|---------------------------------------------------------------------|
 JA1725
 JA1725                          SUPERSEDED SURVEY CONTROL
 JA1725
 JA1725  NAD 83(1993)-  38 18 52.32770(N)    086 04 05.25929(W) AD(       ) 2
 JA1725  NAD 83(1986)-  38 18 52.33099(N)    086 04 05.26421(W) AD(       ) 2
 JA1725  NAD 27      -  38 18 52.09600(N)    086 04 05.36700(W) AD(       ) 2
 JA1725
 JA1725.Superseded values are not recommended for survey control.
 JA1725
 JA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1725.See file dsdata.pdf to determine how the superseded data were derived.
 JA1725
 JA1725_MARKER: DS = TRIANGULATION STATION DISK
 JA1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1725_STAMPING: CORJUNC 1946
 JA1725_MARK LOGO: CGS
 JA1725_PROJECTION: RECESSED 20 CENTIMETERS
 JA1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1725+STABILITY: SURFACE MOTION
 JA1725
 JA1725  HISTORY     - Date     Condition        Report By
 JA1725  HISTORY     - 1946     MONUMENTED       CGS
 JA1725  HISTORY     - 1947     GOOD             CGS
 JA1725
 JA1725                          STATION DESCRIPTION
 JA1725
 JA1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1725'THE STATION IS 1.3 MILES EAST FROM THE JUNCTION OF STATE HIGHWAYS 135
 JA1725'AND 64 IN THE SMALL VILLAGE OF NEW SALISBURY, AND ON LAND OWNED
 JA1725'BY MR. LAFOLLETTE OF NEW ALBANY. IT IS 150 FEET SOUTH OF THE
 JA1725'CENTERLINE OF STATE HIGHWAY 64, ABOUT 75 FEET NORTHWEST OF THE
 JA1725'SUMMIT OF LOW HILL, AND 6 FEET NORTHWEST OF A WITNESS POST. THE MARK
 JA1725'IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA1725'STAMPED CORJUNC 1946.
 JA1725'
 JA1725'REFERENCE MARK NO. 1 IS 103.95 FEET EAST OF THE STATION AND 95 FEET
 JA1725'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64. THE MARK PROJECTS 8
 JA1725'INCHES AND THE DISK IS STAMPED CORJUNC NO 1 1946.
 JA1725'
 JA1725'REFERENCE MARK NO. 2 IS 100.25 FEET NORTHWEST OF THE STATION, 48 FEET
 JA1725'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, AND 12 FEET SOUTH
 JA1725'OF THE EDGE OF THE HIGHWAY BANK. IT IS ABOUT 6 FEET LOWER IN
 JA1725'ELEVATION THAN THE STATION MARK. THE MARK PROJECTS 8 INCHES AND
 JA1725'THE DISK IS STAMPED CORJUNC NO 2 1946.
 JA1725'
 JA1725'THE AZIMUTH MARK IS WEST OF THE STATION, 74 FEET SOUTHEAST OF THE
 JA1725'SOUTHEAST CORNER OF A RED BRICK FARM HOUSE, 31 FEET NORTH OF THE
 JA1725'CENTERLINE OF STATE HIGHWAY 64, AND 4 FEET EAST OF A WITNESS POST.
 JA1725'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED CORJUNC
 JA1725'1946.
 JA1725'
 JA1725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 135 AND 64 IN
 JA1725'THE SMALL VILLAGE OF NEW SALISBURY, GO EAST ON STATE HIGHWAY 64
 JA1725'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. CONTINUE
 JA1725'ON EAST FOR 0.5 MILE AND THE STATION ON THE RIGHT.
 JA1725'
 JA1725'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1725
 JA1725                          STATION RECOVERY (1947)
 JA1725
 JA1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1725'THE STATION WAS RECOVERED AS DESCRIBED IN 1946 BY C.A.E. AND ALL
 JA1725'MARKS WERE FOUND IN GOOD CONDITION. A NEW DESCRIPTION
 JA1725'FOLLOWS.
 JA1725'
 JA1725'THE STATION IS LOCATED 1.3 MILES EAST OF THE JUNCTION OF STATE
 JA1725'HIGHWAYS 64 AND 135 IN THE SMALL SETTLEMENT OF NEW SALISBURY,
 JA1725'124 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 64 AND
 JA1725'5 FEET NORTH OF A WITNESS POST. THE STATION MARK IS 8-INCHES
 JA1725'BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED CORJUNC
 JA1725'1946.
 JA1725'
 JA1725'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JA1725'BRONZE DISKS SET IN CONCRETE.
 JA1725'
 JA1725'REFERENCE MARK NO. 1 IS 31.684 METERS, 103.95 FEET, EAST OF THE
 JA1725'STATION AND 95 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 JA1725'OF STATE HIGHWAY 64. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1725'STAMPED CORJUNC NO 1 1946.
 JA1725'
 JA1725'REFERENCE MARK NO. 2 IS 30.544 METERS, 100.21 FEET, NORTHWEST OF THE
 JA1725'STATION, 48 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 JA1725'STATE HIGHWAY 64, 12 FEET SOUTH OF THE EDGE OF ROAD BANK, AND ABOUT 8
 JA1725'FEET HIGHER IN ELEVATION THAN STATE HIGHWAY 64. THE MARK
 JA1725'PROJECTS 7 INCHES, AND THE DISK IS STAMPED CORJUNC NO 2 1946.
 JA1725'
 JA1725'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 73 FEET SOUTHEAST
 JA1725'OF THE SOUTHEAST CORNER OF A RED BRICK HOUSE, 31 FEET NORTH OF
 JA1725'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 64, AND 3 FEET EAST OF A
 JA1725'WITNESS POST. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JA1725'CORJUNC AZIMUTH 1946.
 JA1725'
 JA1725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 135
 JA1725'IN THE SMALL VILLAGE NEW SALISBURY, GO EAST ON STATE HIGHWAY 64
 JA1725'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE ON EAST ON
 JA1725'STATE HIGHWAY 64 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 JA1725'
 JA1725'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0549 ***********************************************************************
 HA0549  DESIGNATION -  CORN
 HA0549  PID         -  HA0549
 HA0549  STATE/COUNTY-  IN/SPENCER
 HA0549  COUNTRY     -  US
 HA0549  USGS QUAD   -  LEWISPORT (2019)
 HA0549
 HA0549                         *CURRENT SURVEY CONTROL
 HA0549  ______________________________________________________________________
 HA0549* NAD 83(1997) POSITION- 37 57 27.63934(N) 086 55 19.11721(W)   ADJUSTED
 HA0549* NAVD 88 ORTHO HEIGHT -   119.890 (meters)      393.34  (feet) ADJUSTED
 HA0549  ______________________________________________________________________
 HA0549  GEOID HEIGHT    -        -31.526 (meters)                     GEOID18
 HA0549  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 HA0549  DYNAMIC HEIGHT  -        119.809 (meters)      393.07  (feet) COMP
 HA0549  MODELED GRAVITY -    979,950.0   (mgal)                       NAVD 88
 HA0549
 HA0549  HORZ ORDER      -  THIRD
 HA0549  VERT ORDER      -  FIRST     CLASS II
 HA0549
 HA0549.The horizontal coordinates were established by classical geodetic methods
 HA0549.and adjusted by the National Geodetic Survey in May 1999.
 HA0549
 HA0549.The orthometric height was determined by differential leveling and
 HA0549.adjusted by the NATIONAL GEODETIC SURVEY
 HA0549.in June 1991.
 HA0549
 HA0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0549.GEOID18 height accuracy estimate available here.
 HA0549
 HA0549.Click photographs - Photos may exist for this station.
 HA0549
 HA0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0549
 HA0549.The dynamic height is computed by dividing the NAVD 88
 HA0549.geopotential number by the normal gravity value computed on the
 HA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0549.degrees latitude (g = 980.6199 gals.).
 HA0549
 HA0549.The modeled gravity was interpolated from observed gravity values.
 HA0549
 HA0549. The following values were computed from the NAD 83(1997) position.
 HA0549
 HA0549;                    North         East     Units Scale Factor Converg.
 HA0549;SPC IN W     -   300,808.843   914,179.997   MT  0.99996914   +0 05 57.3
 HA0549;SPC IN W     -   986,903.68  2,999,272.21   sFT  0.99996914   +0 05 57.3
 HA0549;SPC KY1Z     - 1,180,920.410 1,397,015.640   MT  0.99990594   -0 43 10.4
 HA0549;SPC KY1Z     - 3,874,403.05  4,583,375.48   sFT  0.99990594   -0 43 10.4
 HA0549;SPC KY S     -   680,906.326   397,005.420   MT  1.00000453   -0 42 38.7
 HA0549;SPC KY S     - 2,233,940.17  1,302,508.62   sFT  1.00000453   -0 42 38.7
 HA0549;UTM  16      - 4,201,122.148   506,854.146   MT  0.99960058   +0 02 52.8
 HA0549
 HA0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0549!SPC IN W     -   0.99998613  x   0.99996914  =   0.99995527
 HA0549!SPC KY1Z     -   0.99998613  x   0.99990594  =   0.99989208
 HA0549!SPC KY S     -   0.99998613  x   1.00000453  =   0.99999066
 HA0549!UTM  16      -   0.99998613  x   0.99960058  =   0.99958672
 HA0549
 HA0549:                Primary Azimuth Mark                     Grid Az
 HA0549:SPC IN W     -  PETRI                                    123 11 12.1
 HA0549:SPC KY1Z     -  PETRI                                    124 00 19.8
 HA0549:SPC KY S     -  PETRI                                    123 59 48.1
 HA0549:UTM  16      -  PETRI                                    123 14 16.6
 HA0549
 HA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0685401122(NAD 83)
 HA0549
 HA0549|---------------------------------------------------------------------|
 HA0549| PID    Reference Object                     Distance      Geod. Az  |
 HA0549|                                                           dddmmss.s |
 HA0549| HA1494 PETRI                               APPROX. 9.7 KM 1231709.4 |
 HA0549| CG8383 CORN RM 1                            18.101 METERS 14100     |
 HA0549| HA1509 LEWISPORT MUNICIPAL TANK            APPROX. 2.7 KM 1415216.0 |
 HA0549| CG8384 CORN RM 3                            15.833 METERS 16128     |
 HA0549| HA0550 CORN RM 2                            14.071 METERS 24731     |
 HA0549| HA0552 CORN AZ MK                                         2515325.1 |
 HA0549|---------------------------------------------------------------------|
 HA0549
 HA0549                          SUPERSEDED SURVEY CONTROL
 HA0549
 HA0549  NAD 83(1993)-  37 57 27.63982(N)    086 55 19.11791(W) AD(       ) 3
 HA0549  NAD 83(1986)-  37 57 27.64673(N)    086 55 19.12090(W) AD(       ) 3
 HA0549  NAD 27      -  37 57 27.46000(N)    086 55 19.14300(W) AD(       ) 3
 HA0549  NGVD 29 (??/??/92)  119.998  (m)          393.69   (f) ADJ UNCH    1 2
 HA0549  NGVD 29             120.00   (m)          393.7    (f) LEVELING    3  
 HA0549
 HA0549.Superseded values are not recommended for survey control.
 HA0549
 HA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0549.See file dsdata.pdf to determine how the superseded data were derived.
 HA0549
 HA0549_MARKER: DS = TRIANGULATION STATION DISK
 HA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0549_STAMPING: CORN 1946
 HA0549_MARK LOGO: CGS
 HA0549_PROJECTION: FLUSH
 HA0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0549+STABILITY: SURFACE MOTION
 HA0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0549+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0549
 HA0549  HISTORY     - Date     Condition        Report By
 HA0549  HISTORY     - 1946     MONUMENTED       CGS
 HA0549  HISTORY     - 1965     GOOD             CGS
 HA0549  HISTORY     - 1965     GOOD             AEROS
 HA0549  HISTORY     - 1965     GOOD             CGS
 HA0549  HISTORY     - 1969     GOOD             CGS
 HA0549  HISTORY     - 20111201 GOOD             GEOCAC
 HA0549  HISTORY     - 20120123 GOOD             INDOT
 HA0549  HISTORY     - 20221220 GOOD             INDOT
 HA0549
 HA0549                          STATION DESCRIPTION
 HA0549
 HA0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0549'THIS STATION IS ABOUT 3-1/4 MILES NORTHEAST OF GRANDVIEW, ABOUT 100
 HA0549'YARDS EAST OF A BARN, 33 FEET SOUTHEAST OF THE CENTERLINE OF
 HA0549'STATE HIGHWAY 66, 1 FOOT NORTHWEST OF A FENCE, IN THE SOUTHWEST EDGE
 HA0549'OF A GROUP OF SMALL LOCUST TREES.  THE MARK PROJECTS 4 INCHES AND
 HA0549'THE DISK IS STAMPED CORN 1946.
 HA0549'
 HA0549'REFERENCE MARK NO. 1 IS 59.39 FEET SOUTHEAST OF THE STATION, 90 FEET
 HA0549'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 66, IN THE SOUTHEAST
 HA0549'CORNER OF A WOODED LOT.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA0549'STAMPED CORN NO 1 1946.
 HA0549'
 HA0549'REFERENCE MARK NO. 2 IS 46.13 FEET SOUTHWEST OF THE STATION, 37 FEET
 HA0549'SOUTHEAST OF THE CENTERLINE OF THE HIGHWY, IN THE NORTHWEST CORNER
 HA0549'OF THE WOODED LOT.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA0549'STAMPED CORN NO 2 1946.
 HA0549'
 HA0549'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 20 FEET SOUTH OF THE
 HA0549'CENTERLINE OF STATE HIGHWAY 66, AND 2 FEET SOUTHEAST OF A WHITE
 HA0549'HIGHWAY POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HA0549'CORN 1946.
 HA0549'
 HA0549'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 545 IN TROY, GO
 HA0549'WEST ON STATE HIGHWAY 66 FOR 3.6 MILES TO THE JUNCTION WITH
 HA0549'STATE HIGHWAY 70, CONTINUE ON STATE HIGHWAY 66 FOR 4.1 MILES TO THE
 HA0549'STATION AT A CURVE AND IN THE EDGE OF A RAISED FILL ON THE LEFT.
 HA0549'
 HA0549'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HA0549
 HA0549                          STATION RECOVERY (1965)
 HA0549
 HA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0549'THE STATION MARK, STAMPED CORN 1946, IS ABOUT 4.1 MILES NORTHEAST
 HA0549'ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, IN
 HA0549'SECTION 25, T 6 S, R 5 W, 33-1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HA0549'HIGHWAY, 46.1 FEET EAST OF CORN R.M. 2, 67 FEET EAST OF A POWER POLE
 HA0549'BEARING A TRANSFORMER, 38-1/2 FEET NORTHEAST OF THE NORTHEAST SIDE OF
 HA0549'THE CONCRETE FOUNDATION OF THE MOST NORTHWESTERLY OF 5 STEEL
 HA0549'CORN BINS, 100 YARDS EAST OF A BARN ON THE SOUTH SIDE OF THE HIGHWAY,
 HA0549'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 HA0549'CONCRETE POST FLUSH WITH THE GROUND.
 HA0549'
 HA0549'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0549'
 HA0549'R.M. 2, STAMPED CORN NO 2 1946, IS 37-1/2 FEET SOUTH OF THE CENTER
 HA0549'LINE OF THE HIGHWAY, 46.1 FEET WEST OF CORN 1946, 23 FEET EAST OF A
 HA0549'POWER POLE BEARING A TRANSFORMER, 5 FEET NORTHWEST OF THE NORTHWEST
 HA0549'SIDE OF THE CONCRETE FOUNDATION OF THE MOST NORTHWESTERLY OF 5
 HA0549'STEEL CORN BINS, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 HA0549'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0549'PROJECTING 5 INCHES.
 HA0549'
 HA0549'THE AZIMUTH MARK, STAMPED 1946, IS ABOUT 3.05 MILES NORTHEAST ALONG
 HA0549'STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, IN SECTION 35, T
 HA0549'6 S, R 5 W, 19-1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 260
 HA0549'FEET WEST OF THE WEST END OF A HEADWALL OF A CONCRETE CULVERT,
 HA0549'124 FEET EAST OF TELEPHONE POLE NUMBER 15, 1.0 FOOT SOUTH OF A METAL
 HA0549'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A
 HA0549'CONCRETE POST PROJECTING 2 INCHES.
 HA0549'
 HA0549'NOTE - THIS MARK HAS BEEN HIT BY MACHINERY.  THE ONLY STAMPING THAT
 HA0549'IS VISIBLE IS 1946.
 HA0549
 HA0549                          STATION RECOVERY (1965)
 HA0549
 HA0549'RECOVERY NOTE BY AERO SERVICE CORPORATION 1965
 HA0549'THE STATION AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 HA0549
 HA0549                          STATION RECOVERY (1965)
 HA0549
 HA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0549'4.1 MI NE FROM GRANDVIEW.
 HA0549'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0549'AT GRANDVIEW, IN SECTION 25, T 6 S, R 5 W, 33 1/2 FEET SOUTH OF
 HA0549'THE CENTER LINE OF THE HIGHWAY, 46.1 FEET EAST OF CORN R.M. 2, 67
 HA0549'FEET EAST OF A POWER POLE BEARING A TRANSFORMER, 38 1/2 FEET
 HA0549'NORTHEAST OF THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE
 HA0549'MOST NORTHWESTERLY OF 5 STEEL CORN BINS, 100 YARDS EAST OF A BARN
 HA0549'ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF
 HA0549'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA0549
 HA0549                          STATION RECOVERY (1969)
 HA0549
 HA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HA0549'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 HA0549'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HA0549'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED FROM THE STATION BY A
 HA0549'SMALL SHED, AND REFERENCE MARK NO. 1 AND THE LEWISPORT, MUNICIPAL
 HA0549'WATER TANK 1946 ARE OBSTRUCTED BY A SMALL CORN CRIB, OR GRANARY.  A
 HA0549'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AND THE ANGLE BETWEEN
 HA0549'REFERENCE MARK NO. 2 AND THE NEWLY SET REFERENCE MARK OBSERVED.  A
 HA0549'DISCREPENCY OF +0.03 OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED
 HA0549'DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 2.
 HA0549'
 HA0549'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HA0549'
 HA0549'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF GRANDVIEW AND
 HA0549'AT THE SITE OF NUMEROUS CORN CRIBS AND GRANARIES ALONG THE
 HA0549'SOUTHEAST SIDE OF STATE ROUTE 66.
 HA0549'
 HA0549'TO REACH THE STATION FROM HOLY SACRIFICE CATHOLIC CHURCH IN TROY, GO
 HA0549'WESTERLY ON STATE ROUTE 66 FOR 2.85 MILES TO THE JUNCTION OF STATE
 HA0549'ROUTE 70 ON THE LEFT, CONTINUE WESTERLY ON STATE ROUTE 66 FOR 4.55
 HA0549'MILES TO A LARGE GRANARY COMPLEX ON THE LEFT AND THE STATION AS
 HA0549'DESCRIBED.
 HA0549'
 HA0549'THE STATION IS 67 FEET EAST OF A GUYED POWERLINE TRANSFORMER POLE, 64
 HA0549'FEET EAST OF THE NORTHEAST CORNER POST OF A LARGE BARNYARD, 33 FEET
 HA0549'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 66, 29 FEET
 HA0549'NORTHEAST OF THE NORTHEAST EDGE OF A LARGE, METAL CORN CRIB, AND
 HA0549'0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 HA0549'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 HA0549'MONUMENT AND THE DISK IS STAMPED CORN 1946.
 HA0549'
 HA0549'REFERENCE MARK NO. 1 IS 90 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 HA0549'CENTER OF STATE ROUTE 66 AND 1.0 FOOT EAST OF THE EAST EDGE OF A
 HA0549'METAL GRANARY.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HA0549'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK
 HA0549'IS STAMPED CORN NO 1 1946.
 HA0549'
 HA0549'REFERENCE MARK NO. 2 IS 37 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 HA0549'CENTER OF STATE ROUTE 66, 23 FEET EAST OF THE GUYED POWERLINE
 HA0549'TRANSFORMER POLE, 19 FEET EAST OF THE NORTHEAST CORNER POST OF A
 HA0549'LARGE BARNYARD, 5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 HA0549'LARGE METAL CORN CRIB, AND 0.8 OF A FOOT SOUTHEAST OF A METAL WITNESS
 HA0549'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HA0549'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 HA0549'DISK IS STAMPED CORN NO 2 1946.
 HA0549'
 HA0549'REFERENCE MARK NO. 3 IS 85 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 HA0549'CENTER OF STATE ROUTE 66, 52 FEET SOUTH-SOUTHEAST OF THE METAL
 HA0549'WITNESS POST AND SIGN AT THE STATION, AND ABOUT 1 FOOT ABOVE THE
 HA0549'ELEVATION OF THE STATION.  IT IS A STANDARD DISK CEMENTED IN A
 HA0549'DRILL HOLE IN THE CONCRETE BASE ALONG THE NORTHEAST EDGE OF A METAL
 HA0549'GRANARY AND ABOUT 1 FOOT ABOVE THE GROUND, AND THE DISK IS STAMPED
 HA0549'CORN 1946 NO 3 1969.
 HA0549'
 HA0549'DUE TO THE GENERAL CLUTTER IN THE AREA, NO HORIZONTAL MEASUREMENTS
 HA0549'COULD BE MADE BETWEEN ANY OF THE REFERENCE MARKS.
 HA0549'
 HA0549'THE AZIMUTH MARK IS 267 FEET WEST OF THE CENTER OF THE SOUTH CONCRETE
 HA0549'HEADWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 124 FEET NORTHEAST OF
 HA0549'A TELEPHONE POLE, 89 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A
 HA0549'24-INCH MAPLE TREE WITH THE LETERS 396-4 PAINTED ON ITS SOUTHEAST
 HA0549'SIDE, 33 FEET WEST OF THE 3RD. GUARDRAIL POST FROM THE WEST END, 29
 HA0549'FEET EAST OF THE 2ND GUARDRAIL POST FROM THE WEST END, 20 FEET SOUTH
 HA0549'OF THE APPROXIMATE CENTER OF STATE ROUTE 66, AND 1.0 FOOT SOUTH OF A
 HA0549'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 HA0549'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 HA0549'INCHES AND THE DISK IS STAMPED CORN 1946.
 HA0549'
 HA0549'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 HA0549'STATE ROUTE 66 FOR 1.0 MILE TO A SMALL PARKING AREA ON THE LEFT AND
 HA0549'THE MARK AS DESCRIBED.
 HA0549'
 HA0549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.25 MILES
 HA0549'NORTHEAST OF GRANDVIEW.
 HA0549
 HA0549                          STATION RECOVERY (2011)
 HA0549
 HA0549'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0549'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK HAS SETTLED AND IS
 HA0549'NOW ACTUALLY ABOUT 1-2 INCHES BELOW THE SURFACE.
 HA0549
 HA0549                          STATION RECOVERY (2012)
 HA0549
 HA0549'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (NDH)
 HA0549'DIFFICULT TO FIND.  ONE RM REMAINS
 HA0549
 HA0549                          STATION RECOVERY (2022)
 HA0549
 HA0549'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0552 ***********************************************************************
 HA0552  DESIGNATION -  CORN AZ MK
 HA0552  PID         -  HA0552
 HA0552  STATE/COUNTY-  IN/SPENCER
 HA0552  COUNTRY     -  US
 HA0552  USGS QUAD   -  LEWISPORT (2019)
 HA0552
 HA0552                         *CURRENT SURVEY CONTROL
 HA0552  ______________________________________________________________________
 HA0552* NAD 83(1986) POSITION- 37 57 10.     (N) 086 56 26.     (W)   SCALED
 HA0552* NAVD 88 ORTHO HEIGHT -   120.674 (meters)      395.91  (feet) ADJUSTED
 HA0552  ______________________________________________________________________
 HA0552  GEOID HEIGHT    -        -31.471 (meters)                     GEOID18
 HA0552  DYNAMIC HEIGHT  -        120.593 (meters)      395.65  (feet) COMP
 HA0552  MODELED GRAVITY -    979,952.6   (mgal)                       NAVD 88
 HA0552
 HA0552  VERT ORDER      -  FIRST     CLASS II
 HA0552
 HA0552.The horizontal coordinates were scaled from a map and have
 HA0552.an estimated accuracy of +/- 6 seconds.
 HA0552
 HA0552.The orthometric height was determined by differential leveling and
 HA0552.adjusted by the NATIONAL GEODETIC SURVEY
 HA0552.in June 1991.
 HA0552
 HA0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0552.GEOID18 height accuracy estimate available here.
 HA0552
 HA0552.Click photographs - Photos may exist for this station.
 HA0552
 HA0552.The dynamic height is computed by dividing the NAVD 88
 HA0552.geopotential number by the normal gravity value computed on the
 HA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0552.degrees latitude (g = 980.6199 gals.).
 HA0552
 HA0552.The modeled gravity was interpolated from observed gravity values.
 HA0552
 HA0552;                    North         East    Units  Estimated Accuracy
 HA0552;SPC IN W     -   300,260.      912,550.      MT  (+/- 180 meters Scaled)
 HA0552
 HA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH052005(NAD 83)
 HA0552
 HA0552                          SUPERSEDED SURVEY CONTROL
 HA0552
 HA0552  NGVD 29 (??/??/92)  120.782  (m)          396.27   (f) ADJ UNCH    1 2
 HA0552
 HA0552.Superseded values are not recommended for survey control.
 HA0552
 HA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0552.See file dsdata.pdf to determine how the superseded data were derived.
 HA0552
 HA0552_MARKER: DZ = AZIMUTH MARK DISK
 HA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0552_STAMPING: CORN 1946
 HA0552_MARK LOGO: CGS
 HA0552_PROJECTION: PROJECTING 5 CENTIMETERS
 HA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0552+STABILITY: SURFACE MOTION
 HA0552
 HA0552  HISTORY     - Date     Condition        Report By
 HA0552  HISTORY     - 1946     MONUMENTED       CGS
 HA0552  HISTORY     - 1965     GOOD             CGS
 HA0552
 HA0552                          STATION DESCRIPTION
 HA0552
 HA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0552'3 MI NE FROM GRANDVIEW.
 HA0552'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0552'OFFICE AT GRANDVIEW, IN SECTION 35, T 6 S, R 5 W, 19 1/2 FEET SOUTH
 HA0552'OF THE CENTER LINE OF THE HIGHWAY, 260 FEET WEST OF THE WEST END
 HA0552'OF A HEADWALL OF A CONCRETE CULVERT, 124 FEET EAST OF TELEPHONE
 HA0552'POLE NUMBER 15, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 HA0552'WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HA0552'INCHES.  NOTE-- THIS MARK HAS BEEN HIT BY MACHINERY.  THE ONLY
 HA0552'STAMPING VISIBLE IS 1946
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0550 ***********************************************************************
 HA0550  DESIGNATION -  CORN RM 2
 HA0550  PID         -  HA0550
 HA0550  STATE/COUNTY-  IN/SPENCER
 HA0550  COUNTRY     -  US
 HA0550  USGS QUAD   -  LEWISPORT (2019)
 HA0550
 HA0550                         *CURRENT SURVEY CONTROL
 HA0550  ______________________________________________________________________
 HA0550* NAD 83(1986) POSITION- 37 57 27.46   (N) 086 55 19.65   (W)   HD_HELD1
 HA0550* NAVD 88 ORTHO HEIGHT -   119.748 (meters)      392.87  (feet) ADJUSTED
 HA0550  ______________________________________________________________________
 HA0550  GEOID HEIGHT    -        -31.525 (meters)                     GEOID18
 HA0550  DYNAMIC HEIGHT  -        119.667 (meters)      392.61  (feet) COMP
 HA0550  MODELED GRAVITY -    979,950.0   (mgal)                       NAVD 88
 HA0550
 HA0550  VERT ORDER      -  FIRST     CLASS II
 HA0550
 HA0550.The horizontal coordinates were determined by differentially corrected
 HA0550.hand held GPS observations or other comparable positioning techniques
 HA0550.and have an estimated accuracy of +/- 3 meters.
 HA0550
 HA0550.The orthometric height was determined by differential leveling and
 HA0550.adjusted by the NATIONAL GEODETIC SURVEY
 HA0550.in June 1991.
 HA0550
 HA0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0550.GEOID18 height accuracy estimate available here.
 HA0550
 HA0550.Click photographs - Photos may exist for this station.
 HA0550
 HA0550.The dynamic height is computed by dividing the NAVD 88
 HA0550.geopotential number by the normal gravity value computed on the
 HA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0550.degrees latitude (g = 980.6199 gals.).
 HA0550
 HA0550.The modeled gravity was interpolated from observed gravity values.
 HA0550
 HA0550;                    North         East    Units  Estimated Accuracy
 HA0550;SPC IN W     -   300,803.3     914,167.0     MT  (+/- 3 meters HH1 GPS) 
 HA0550
 HA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0684101116(NAD 83)
 HA0550
 HA0550                          SUPERSEDED SURVEY CONTROL
 HA0550
 HA0550  NGVD 29 (??/??/92)  119.856  (m)          393.23   (f) ADJ UNCH    1 2
 HA0550
 HA0550.Superseded values are not recommended for survey control.
 HA0550
 HA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0550.See file dsdata.pdf to determine how the superseded data were derived.
 HA0550
 HA0550_MARKER: DR = REFERENCE MARK DISK
 HA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0550_STAMPING: CORN NO 2 1946
 HA0550_MARK LOGO: CGS
 HA0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0550+STABILITY: SURFACE MOTION
 HA0550
 HA0550  HISTORY     - Date     Condition        Report By
 HA0550  HISTORY     - 1946     MONUMENTED       CGS
 HA0550  HISTORY     - 1965     GOOD             CGS
 HA0550  HISTORY     - 20110127 POOR             GEOCAC
 HA0550
 HA0550                          STATION DESCRIPTION
 HA0550
 HA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0550'4.1 MI NE FROM GRANDVIEW.
 HA0550'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0550'OFFICE AT GRANDVIEW, IN SECTION 25, T 6 S, R 5 W, 37 1/2 FEET SOUTH
 HA0550'OF THE CENTER LINE OF THE HIGHWAY, 46.1 FEET WEST OF CORN 1946, 23
 HA0550'FEET EAST OF A POWER POLE BEARING A TRANSFORMER, 5 FEET NORTHWEST
 HA0550'OF THE NORTHWEST SIDE OF THE CONCRETE FOUNDATION OF THE MOST
 HA0550'NORTHWESTERLY OF 5 STEEL CORN BINS, 1.0 FEET SOUTH OF A METAL
 HA0550'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN
 HA0550'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0550
 HA0550                          STATION RECOVERY (2011)
 HA0550
 HA0550'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0550'MONUMENT AND WITTNESS POST LOCATED BUT DISK WAS MISSING
 HA0550'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1868 ***********************************************************************
 MD1868  DESIGNATION -  CORNER
 MD1868  PID         -  MD1868
 MD1868  STATE/COUNTY-  IN/STEUBEN
 MD1868  COUNTRY     -  US
 MD1868  USGS QUAD   -  CAMDEN (2017)
 MD1868
 MD1868                         *CURRENT SURVEY CONTROL
 MD1868  ______________________________________________________________________
 MD1868* NAD 83(1994) POSITION- 41 45 36.60262(N) 084 48 21.36892(W)   ADJUSTED
 MD1868* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 MD1868  ______________________________________________________________________
 MD1868  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 MD1868  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 MD1868  HORZ ORDER      -  THIRD
 MD1868
 MD1868.The horizontal coordinates were established by classical geodetic methods
 MD1868.and adjusted by the National Geodetic Survey in February 1997.
 MD1868
 MD1868.The orthometric height was scaled from a topographic map.
 MD1868
 MD1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1868.GEOID18 height accuracy estimate available here.
 MD1868
 MD1868.Click photographs - Photos may exist for this station.
 MD1868
 MD1868.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1868
 MD1868. The following values were computed from the NAD 83(1994) position.
 MD1868
 MD1868;                    North         East     Units Scale Factor Converg.
 MD1868;SPC IN E     -   723,338.622   171,577.279   MT  1.00002969   +0 34 23.8
 MD1868;SPC IN E     - 2,373,153.46    562,916.46   sFT  1.00002969   +0 34 23.8
 MD1868;UTM  16      - 4,625,474.933   682,392.999   MT  1.00000939   +1 27 42.0
 MD1868
 MD1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1868!SPC IN E     -   0.99995495  x   1.00002969  =   0.99998464
 MD1868!UTM  16      -   0.99995495  x   1.00000939  =   0.99996434
 MD1868
 MD1868:                Primary Azimuth Mark                     Grid Az
 MD1868:SPC IN E     -  CORNER AZ MK                             087 02 52.4
 MD1868:UTM  16      -  CORNER AZ MK                             086 09 34.2
 MD1868
 MD1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8239225474(NAD 83)
 MD1868
 MD1868|---------------------------------------------------------------------|
 MD1868| PID    Reference Object                     Distance      Geod. Az  |
 MD1868|                                                           dddmmss.s |
 MD1868| CE5909 CORNER AZ MK                                       0873716.2 |
 MD1868| CE5910 CORNER RM 1                          29.468 METERS 10248     |
 MD1868| CE5911 CORNER RM 2                          31.391 METERS 27247     |
 MD1868|---------------------------------------------------------------------|
 MD1868
 MD1868                          SUPERSEDED SURVEY CONTROL
 MD1868
 MD1868  NAD 83(1986)-  41 45 36.60480(N)    084 48 21.38139(W) AD(       ) 3
 MD1868  NAD 27      -  41 45 36.42810(N)    084 48 21.53500(W) AD(       ) 3
 MD1868
 MD1868.Superseded values are not recommended for survey control.
 MD1868
 MD1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1868.See file dsdata.pdf to determine how the superseded data were derived.
 MD1868
 MD1868_MARKER: DS = TRIANGULATION STATION DISK
 MD1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1868_STAMPING: CORNER 1946
 MD1868_MARK LOGO: CGS
 MD1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1868+STABILITY: SURFACE MOTION
 MD1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1868+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 MD1868
 MD1868  HISTORY     - Date     Condition        Report By
 MD1868  HISTORY     - 1946     MONUMENTED       CGS
 MD1868  HISTORY     - 1960     GOOD             CGS
 MD1868  HISTORY     - 20071101 GOOD             INDIV
 MD1868
 MD1868                          STATION DESCRIPTION
 MD1868
 MD1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1868'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF INDIANA ABOUT 6-1/2
 MD1868'MILES EAST-NORTHEAST FROM FREMONT, INDIANA.  IT IS 6 FEET NORTHEAST OF
 MD1868'A WHITE WITNESS POST AND 6 FEET NORTH OF A FENCE CORNER.  A TRAVERSE
 MD1868'CONNECTION WAS MADE TO USGS PT 27 AND THE DISTANCE WAS FOUND TO BE
 MD1868'1.012 METERS.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 MD1868'STAMPED CORNER 1946.
 MD1868'
 MD1868'REFERENCE MARK NO. 1 IS 96.68 FEET EAST OF THE STATION.  THE MARK IS
 MD1868'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORNER NO 1 1946.
 MD1868'
 MD1868'REFERENCE MARK NO. 2 IS 102.99 FEET WEST OF THE STATION, 15 FEET NORTH
 MD1868'OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE
 MD1868'MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED CORNER NO 2
 MD1868'1946.
 MD1868'
 MD1868'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION, 27
 MD1868'FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 4 FEET SOUTH OF A WHITE
 MD1868'WITNESS POST AND 1 FOOT WEST OF A NORTH SOUTH FENCE LINE.
 MD1868'
 MD1868'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CORNER 1946.
 MD1868'
 MD1868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 827 AND 120
 MD1868'IN FREMONT, GO EAST ON STATE HIGHWAY NO. 120 FOR 0.25 MILE TO A FORK.
 MD1868'TAKE LEFT FORK AND GO NORTHEAST FOR 6.55 MILES TO A T-ROAD.  TURN LEFT
 MD1868'AND GO NORTH WITH THE PAVING FOR 0.8 MILE TO THE MICHIGAN-INDIANA
 MD1868'STATE LINE.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A PAVED SIDE
 MD1868'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.7 MILES TO THE AZIMUTH MARK
 MD1868'ON THE LEFT AS DESCRIBED.  CONTINUE NORTH AND WEST ON A PAVED ROAD FOR
 MD1868'0.4 MILE TO WHERE ROAD TURNS FROM WEST TO NORTH.  HERE TURN LEFT
 MD1868'THROUGH FARM YARD, PASSING TO THE LEFT OF THE BARN.  GO SOUTH TO THE
 MD1868'END OF THE LANE, TURN RIGHT, GO WEST AROUND THE END OF A FIELD TO THE
 MD1868'CORNER OF A BRUSHY AREA.  GO SOUTH ALONG THE BRUSH FOR 66 PACES TO A
 MD1868'TRAIL RIGHT.  TURN RIGHT ALONG THIS TRAIL FOR 54 PACES TO THE STATE
 MD1868'CORNER AND THE STATION.
 MD1868'
 MD1868'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1868
 MD1868                          STATION RECOVERY (1960)
 MD1868
 MD1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1868'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT PT 27 (U.S.G.S.)
 MD1868'EVIDENTLY HAS BEEN LEANED 0.04 OR 0.05 FOOT SOUTHERLY.
 MD1868'
 MD1868'FROM THE CROSSROADS AT ST. PAUL CATHOLIC CHURCH IN THE COMMUNITY OF
 MD1868'CLEAR LAKE, INDIANA, (ABOUT 0.5 MILE E OF NE CORNER OF THE BIG LAKE
 MD1868'ITSELF), ON PAVED ROADS GO E 0.6 MILE THENCE N 0.4 MILE THENCE E 0.75
 MD1868'MILE OR 0.25 MILE INTO MICHIGAN, THENCE N 1.0 MILES THENCE W 0.1 MILE
 MD1868'THENCE THRU BARNYARD ON FIELD TRACK ROADS SSW 0.5 MILE TO EDGE OF
 MD1868'WOODS, STATION ON RIGHT, ABOUT 36 YARDS W OF E EDGE OF WOODS, ABOUT 92
 MD1868'YARDS N OF E-W FENCE THAT CROSSES OPEN FIELD, 7 FEET NNE AND OUTSIDE
 MD1868'OF A FENCE L-CORNER, 2 FEET E OF PROJECTED LINE OF FENCE FROM THE S,
 MD1868'STANDARD DISKS STAMPD CORNER 1946 ARE SET IN NOTES 1A AND 7A MARKS
 MD1868'WITH THE TOP MARK PROJECTION 0.8 FOOT ABOVE GROUND.  IT IS AT NE
 MD1868'CORNER OF INDIANA.
 MD1868'
 MD1868'REFERENCE STAMPED CORNER NO 1 1946, NOTE 11A, PROJECTS 0.5 FOOT THO
 MD1868'ONLY FLUSH WITH THE GENERAL GROUND LEVEL, IS 96.68 FEET (29.468
 MD1868'METERS) E IN AZIMUTH 282 DEG 48 MIN FROM THE STATION, 3 YARDS W OF E
 MD1868'EDGE OF WOODS, AND 5 FEET N OF A BUSHEL MOUND OF EARTH.
 MD1868'
 MD1868'REFERENCE STAMPED CORNER NO 2 1946, NOTE 11A, PROJECTS 0.7 FOOT, IS
 MD1868'102.99 FEET OR (31.391 FEET) E IN AZIMUTH 92 DEG 47 MIN FROM THE
 MD1868'STATION, 11 FEET N OF FENCE T-CORNER, AND ONE FOOT E OF A FENCE.
 MD1868'
 MD1868'AZIMUTH STAMPED CORNER 1946, NOTE 16A, PROJECTS 0.6 FOOT, IS ABOUT
 MD1868'0.25 MILE E IN AZIMUTH 267 DEG 37 MIN 14.9 SEC FROM THE STATION, 231
 MD1868'FEET N OF A FENCE CORNER, JUST N OF A REVERSE CURVE IN PAVED ROAD, 26
 MD1868'FEET W OF CENTER LINE OF THE ROAD, 1.2 FEET LOWER THAN SAME, AND A
 MD1868'FOOT W OF A FENCE.
 MD1868'
 MD1868'TRAVERSE STATION STAMPED PRIM TRAV STA NO 27 1911 MICH, A STANDARD
 MD1868'BRONZE-CAPPED PIPE MONUMENT OF THE U.S. GEOLOGICAL SURVEY, PROJECTS
 MD1868'1.1 FEET, IS 1.024 METERS OR 3.36 FEET S IN AZIMUTH 11 DEG FROM THE
 MD1868'STATION.  IT WAS NOTED AT THE STATION THAT THIS DISTANCE IS 0.012
 MD1868'METER OR 0.04 FOOT GREATER THAN THAT MEASURED IN 1946.  IT WAS ALSO
 MD1868'NOTICED THAT THE MARK LEANS (TESTED WITH A PLUMB BOB) SLIGHTLY
 MD1868'SOUTHERLY, THEREFORE IT IS BELIEVED TO HAVE BEEN SLIGHTLY DISTURBED.
 MD1868
 MD1868                          STATION RECOVERY (2007)
 MD1868
 MD1868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JNO)
 MD1868'RECOVERED AS DESCRIBED. MOST OF DESCRIPTION ADEQUATE. ORIG=TO REACH
 MD1868'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 827 AND 120 IN
 MD1868'FREMONT, GO EAST ON STATE HIGHWAY NO. 120 FOR 0.25 MILE TO A FORK....
 MD1868'TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.7 MILES TO
 MD1868'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1868'NEW=GO WEST 0.3 MILE ACROSS FIELD INTO WOODS TO MARK AS
 MD1868'DESECRIBED.RECOVERED RM2 AT N85*36'W 34.47M (103.23FT) AND RM1 AT
 MD1868'S75*46'E AT 29.42M (96.52FT),GOOD CONDITION. RM1 0.25FT BELOW GROUND
 MD1868'SURFACE. LOOKED WRONG LOCATION FOR AZIM MARK. MAY BE THERE. PT 27 USGS
 MD1868'1946 RECOVERED AT S13*20'W AT 3.36FT. IN HILLSDALE COUNTY, NOT BRANCH
 MD1868'COUTNY.
 MD1868'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH2918 ***********************************************************************
 DH2918  DESIGNATION -  CORPS OF DISCOVERY CLARKSVILLE
 DH2918  PID         -  DH2918
 DH2918  STATE/COUNTY-  IN/CLARK
 DH2918  COUNTRY     -  US
 DH2918  USGS QUAD   -  NEW ALBANY (2019)
 DH2918
 DH2918                         *CURRENT SURVEY CONTROL
 DH2918  ______________________________________________________________________
 DH2918* NAD 83(2011) POSITION- 38 16 33.70978(N) 085 45 47.04281(W)   ADJUSTED
 DH2918* NAD 83(2011) ELLIP HT-   102.282 (meters)        (06/27/12)   ADJUSTED
 DH2918* NAD 83(2011) EPOCH   -  2010.00
 DH2918* NAVD 88 ORTHO HEIGHT -   135.6   (meters)      445.    (feet) GPS OBS
 DH2918  ______________________________________________________________________
 DH2918  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH2918  GEOID HEIGHT    -        -33.324 (meters)                     GEOID03
 DH2918  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 DH2918  NAD 83(2011) X  -    370,409.137 (meters)                     COMP
 DH2918  NAD 83(2011) Y  - -4,999,886.366 (meters)                     COMP
 DH2918  NAD 83(2011) Z  -  3,929,605.762 (meters)                     COMP
 DH2918  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 DH2918
 DH2918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH2918  Standards:
 DH2918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH2918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH2918  -------------------------------------------------------------------
 DH2918  NETWORK    0.36   0.74           0.16   0.13   0.38     -0.02977038
 DH2918  -------------------------------------------------------------------
 DH2918  Click here for local accuracies and other accuracy information.
 DH2918
 DH2918.The horizontal coordinates were established by GPS observations
 DH2918.and adjusted by the National Geodetic Survey in June 2012.
 DH2918
 DH2918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH2918.been affixed to the stable North American tectonic plate. See 
 DH2918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH2918
 DH2918.The horizontal coordinates are valid at the epoch date displayed above
 DH2918.which is a decimal equivalence of Year/Month/Day.
 DH2918
 DH2918.The orthometric height was determined by GPS observations and a
 DH2918.high-resolution geoid model.
 DH2918
 DH2918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2918.GEOID18 height accuracy estimate available here.
 DH2918
 DH2918.Click photographs - Photos may exist for this station.
 DH2918
 DH2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2918
 DH2918.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH2918
 DH2918.The ellipsoidal height was determined by GPS observations
 DH2918.and is referenced to NAD 83.
 DH2918
 DH2918. The following values were computed from the NAD 83(2011) position.
 DH2918
 DH2918;                    North         East     Units Scale Factor Converg.
 DH2918;SPC IN E     -   336,136.535    91,564.998   MT  0.99996754   -0 03 35.0
 DH2918;SPC IN E     - 1,102,807.95    300,409.50   sFT  0.99996754   -0 03 35.0
 DH2918;UTM  16      - 4,237,165.396   608,193.026   MT  0.99974416   +0 45 58.7
 DH2918
 DH2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2918!SPC IN E     -   0.99998395  x   0.99996754  =   0.99995149
 DH2918!UTM  16      -   0.99998395  x   0.99974416  =   0.99972812
 DH2918
 DH2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0819337165(NAD 83)
 DH2918
 DH2918                          SUPERSEDED SURVEY CONTROL
 DH2918
 DH2918  NAD 83(2007)-  38 16 33.70985(N)    085 45 47.04358(W) AD(2002.00) 0
 DH2918  ELLIP H (02/10/07)  102.305  (m)                       GP(2002.00)    
 DH2918  NAD 83(1997)-  38 16 33.71011(N)    085 45 47.04373(W) AD(       ) A
 DH2918  ELLIP H (05/04/05)  102.313  (m)                       GP(       ) 4 2
 DH2918
 DH2918.Superseded values are not recommended for survey control.
 DH2918
 DH2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2918.See file dsdata.pdf to determine how the superseded data were derived.
 DH2918
 DH2918_MARKER: DD = SURVEY DISK
 DH2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2918_STAMPING: CORPS OF DISCOVERY II
 DH2918_MARK LOGO: NOAA
 DH2918_PROJECTION: FLUSH
 DH2918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2918+STABILITY: SURFACE MOTION
 DH2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2918+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 DH2918
 DH2918  HISTORY     - Date     Condition        Report By
 DH2918  HISTORY     - 20011105 MONUMENTED       INDNR
 DH2918  HISTORY     - 20070509 GOOD             GEOCAC
 DH2918  HISTORY     - 20100424 GOOD             GEOCAC
 DH2918  HISTORY     - 20111226 GOOD             GEOCAC
 DH2918  HISTORY     - 20170912 GOOD             USACE
 DH2918  HISTORY     - 20230511 GOOD             INDOT
 DH2918
 DH2918                          STATION DESCRIPTION
 DH2918
 DH2918'DESCRIBED BY IN DEPT OF NAT RES 2001 (JRM)
 DH2918'TO BE ADDED LATER
 DH2918
 DH2918                          STATION RECOVERY (2007)
 DH2918
 DH2918'RECOVERY NOTE BY GEOCACHING 2007 (APC)
 DH2918'STATION IS A 12-INCH DIAMETER COMMEMORATIVE DISK SET TO MARK THE 200TH
 DH2918'ANNIVERSARY OF THE LEWIS AND CLARK EXPEDITION. IT IS LOCATED ON THE
 DH2918'WEST SIDE OF WEST RIVERSIDE DRIVE, AT THE SOUTH END OF A CIRCULAR
 DH2918'DRIVEWAY IN FRONT OF THE FALLS OF THE OHIO STATE PARK INTERPRETIVE
 DH2918'CENTER.
 DH2918
 DH2918                          STATION RECOVERY (2010)
 DH2918
 DH2918'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 DH2918'THE DISK IS FLUSH WITH THE GROUND.
 DH2918
 DH2918                          STATION RECOVERY (2011)
 DH2918
 DH2918'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 DH2918'RECOVERED IN GOOD CONDITION.
 DH2918
 DH2918                          STATION RECOVERY (2017)
 DH2918
 DH2918'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 DH2918'RECOVERED AS DESCRIBED
 DH2918
 DH2918                          STATION RECOVERY (2023)
 DH2918
 DH2918'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 DH2918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3335 ***********************************************************************
 JZ3335  DESIGNATION -  CORRECT
 JZ3335  PID         -  JZ3335
 JZ3335  STATE/COUNTY-  IN/RIPLEY
 JZ3335  COUNTRY     -  US
 JZ3335  USGS QUAD   -  VERSAILLES (2019)
 JZ3335
 JZ3335                         *CURRENT SURVEY CONTROL
 JZ3335  ______________________________________________________________________
 JZ3335* NAD 83(1997) POSITION- 39 00 56.72803(N) 085 16 59.82340(W)   ADJUSTED
 JZ3335* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 JZ3335  ______________________________________________________________________
 JZ3335  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ3335  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 JZ3335  HORZ ORDER      -  FIRST
 JZ3335
 JZ3335.The horizontal coordinates were established by classical geodetic methods
 JZ3335.and adjusted by the National Geodetic Survey in May 1999.
 JZ3335
 JZ3335.The orthometric height was scaled from a topographic map.
 JZ3335
 JZ3335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3335.GEOID18 height accuracy estimate available here.
 JZ3335
 JZ3335.Click photographs - Photos may exist for this station.
 JZ3335
 JZ3335.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3335
 JZ3335. The following values were computed from the NAD 83(1997) position.
 JZ3335
 JZ3335;                    North         East     Units Scale Factor Converg.
 JZ3335;SPC IN E     -   418,315.526   133,202.615   MT  0.99998024   +0 14 28.9
 JZ3335;SPC IN E     - 1,372,423.52    437,015.58   sFT  0.99998024   +0 14 28.9
 JZ3335;UTM  16      - 4,319,927.184   648,625.110   MT  0.99987200   +1 04 51.3
 JZ3335
 JZ3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3335!SPC IN E     -   0.99995783  x   0.99998024  =   0.99993807
 JZ3335!UTM  16      -   0.99995783  x   0.99987200  =   0.99982984
 JZ3335
 JZ3335:                Primary Azimuth Mark                     Grid Az
 JZ3335:SPC IN E     -  HOLTON SOUTH BASE                        282 41 23.5
 JZ3335:UTM  16      -  HOLTON SOUTH BASE                        281 51 01.1
 JZ3335
 JZ3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4862519927(NAD 83)
 JZ3335
 JZ3335|---------------------------------------------------------------------|
 JZ3335| PID    Reference Object                     Distance      Geod. Az  |
 JZ3335|                                                           dddmmss.s |
 JZ3335| JZ3337 HOLTON SOUTH BASE                   APPROX. 7.5 KM 2825552.4 |
 JZ3335|---------------------------------------------------------------------|
 JZ3335
 JZ3335                          SUPERSEDED SURVEY CONTROL
 JZ3335
 JZ3335  NAD 83(1995)-  39 00 56.72949(N)    085 16 59.82122(W) AD(       ) 1
 JZ3335  NAD 83(1993)-  39 00 56.73119(N)    085 16 59.82372(W) AD(       ) 1
 JZ3335  NAD 83(1986)-  39 00 56.73057(N)    085 16 59.82595(W) AD(       ) 1
 JZ3335  NAD 27      -  39 00 56.53300(N)    085 16 59.97400(W) AD(       ) 1
 JZ3335  USSD        -  39 00 56.69700(N)    085 16 59.80100(W) AD(       ) 3
 JZ3335
 JZ3335.Superseded values are not recommended for survey control.
 JZ3335
 JZ3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3335.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3335
 JZ3335_MARKER: N = NAIL
 JZ3335_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JZ3335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3335
 JZ3335  HISTORY     - Date     Condition        Report By
 JZ3335  HISTORY     - 1890     MONUMENTED       CGS
 JZ3335  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JZ3335
 JZ3335                          STATION DESCRIPTION
 JZ3335
 JZ3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (ATM)
 JZ3335'ABOUT ONE-HALF MILE NORTH OF CORRECT POST OFFICE, IN JOHNSON
 JZ3335'TOWNSHIP, IN THE SOUTHWEST CORNER OF SE 1/4 SEC. 27, T. 7 N.,
 JZ3335'R. 11 E., ON THE WEST SIDE OF THE COUNTY ROAD FROM CORRECT TO
 JZ3335'VERSAILLES.  THE STATION IS NEARLY ON THE LINE BETWEEN SECTIONS 27
 JZ3335'AND 34.  THE STATION IS MARKED BY A NAIL SET IN CONCRETE IN THE
 JZ3335'CENTER OF THE TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET
 JZ3335'LONG.  THE TILE IS FILLED WITH CONCRETE AND IS SET FLUSH WITH THE
 JZ3335'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS AN
 JZ3335'EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE SURFACE.  THERE ARE
 JZ3335'FOUR REFERENCE MARKS SIMILAR TO THE SURFACE MARK AT THE STATION,
 JZ3335'EXCEPT THE TILES ARE ONLY 4 INCHES IN DIAMETER.  THE REFERENCE
 JZ3335'MARKS ARE LOCATED AS FOLLOWS- ABOUT 1 FOOT INSIDE OF THE FENCE LINE
 JZ3335'ON THE WEST SIDE OF THE ROAD 7.27 METERS EAST OF THE STATION, ON
 JZ3335'THE EAST SIDE OF THE ROAD 19.85 METERS EAST OF THE STATION, IN THE
 JZ3335'FENCE LINE 9.21 METERS SOUTH OF THE STATION, AND ABOUT 1 FOOT
 JZ3335'INSIDE OF THE FENCE ON THE WEST SIDE OF THE ROAD 20.25 METERS FROM
 JZ3335'THE STATION, N 40 DEG 43 MIN E.
 JZ3335'
 JZ3335'THE NORTH GABLE OF THE JACKSON BARN IS 49.4 METERS FROM THE STATION,
 JZ3335'S 74 DEG 10 MIN E, AND A WALNUT TREE IS 82.3 METERS FROM
 JZ3335'THE STATION, N 07 DEG 09 MIN W.
 JZ3335
 JZ3335                          STATION RECOVERY (1935)
 JZ3335
 JZ3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ3335'AMEND THE SENTENCE IN ORIGINAL DESCRIPTION WHICH READS-COUNTY ROAD
 JZ3335'FROM CORRECT TO VERSAILLES-TO READ-STATE ROAD 29.  FOUND ONE
 JZ3335'ORIGINAL MARKER 9.21 METERS SOUTH, OTHER REFERENCE DESTROYED DURING
 JZ3335'CONSTRUCTION OF STATE ROAD 29. THE REFERENCE TO THE JACKSON
 JZ3335'BARN IS NOW VOID.  A STUMP OF THE WALNUT TREE STANDS IN THE FIELD AS
 JZ3335'DESCRIBED.  THE STATION IS NOW MARKED WITH TWO NEW DISKS, ONE
 JZ3335'STANDS 3 FEET HIGH IN THE FENCE CORNER ABOUT 9 METERS SOUTH OF THE
 JZ3335'STATION AND THE OTHER FLUSH WITH GROUND ON EAST SIDE OF THE ROAD
 JZ3335'EAST OF STATION.  THE ORIGINAL STATION MARKER IS IN PLACE IN
 JZ3335'GOOD CONDITION.  ON STATE ROAD 29 ABOUT 3-3/4 MILES SOUTHWEST OF
 JZ3335'VERSAILLES AND 1/2 MILE NORTH OF CROSS ROAD AT CORRECT.
 JZ3335'CORRECT IS MARKED BY A LONE STORE AND FILLING STATION IN THE
 JZ3335'NORTHWEST CORNER OF THE CROSS ROAD.  STATION IS ON LAND KNOWN AS
 JZ3335'WAREFIELD HOMESTEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3367 ***********************************************************************
 JZ3367  DESIGNATION -  CORROLL
 JZ3367  PID         -  JZ3367
 JZ3367  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3367  COUNTRY     -  US
 JZ3367  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ3367
 JZ3367                         *CURRENT SURVEY CONTROL
 JZ3367  ______________________________________________________________________
 JZ3367* NAD 83(1997) POSITION- 39 09 49.84186(N) 085 51 27.96527(W)   ADJUSTED
 JZ3367* NAVD 88 ORTHO HEIGHT -   194.65  (+/-2cm)      638.6   (feet) VERTCON3
 JZ3367  ______________________________________________________________________
 JZ3367  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JZ3367  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 JZ3367  HORZ ORDER      -  SECOND
 JZ3367  VERT ORDER      -  THIRD ? (See Below)
 JZ3367
 JZ3367.The horizontal coordinates were established by classical geodetic methods
 JZ3367.and adjusted by the National Geodetic Survey in May 1999.
 JZ3367
 JZ3367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3367
 JZ3367.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3367.GEOID18 height accuracy estimate available here.
 JZ3367
 JZ3367.The vertical order pertains to the NGVD 29 superseded value.
 JZ3367
 JZ3367.Click photographs - Photos may exist for this station.
 JZ3367
 JZ3367.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3367
 JZ3367. The following values were computed from the NAD 83(1997) position.
 JZ3367
 JZ3367;                    North         East     Units Scale Factor Converg.
 JZ3367;SPC IN E     -   434,702.664    83,484.359   MT  0.99997002   -0 07 14.5
 JZ3367;SPC IN E     - 1,426,186.99    273,898.27   sFT  0.99997002   -0 07 14.5
 JZ3367;UTM  16      - 4,335,580.141   598,680.682   MT  0.99971990   +0 43 17.1
 JZ3367
 JZ3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3367!SPC IN E     -   0.99997478  x   0.99997002  =   0.99994480
 JZ3367!UTM  16      -   0.99997478  x   0.99971990  =   0.99969469
 JZ3367
 JZ3367:                Primary Azimuth Mark                     Grid Az
 JZ3367:SPC IN E     -  CASS                                     309 25 29.1
 JZ3367:UTM  16      -  CASS                                     308 34 57.5
 JZ3367
 JZ3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9868035580(NAD 83)
 JZ3367
 JZ3367|---------------------------------------------------------------------|
 JZ3367| PID    Reference Object                     Distance      Geod. Az  |
 JZ3367|                                                           dddmmss.s |
 JZ3367| CC8503 CORROLL RM                                         30037     |
 JZ3367| JZ3366 CASS                                APPROX. 1.5 KM 3091814.6 |
 JZ3367|---------------------------------------------------------------------|
 JZ3367
 JZ3367                          SUPERSEDED SURVEY CONTROL
 JZ3367
 JZ3367  NAD 83(1993)-  39 09 49.84400(N)    085 51 28.09861(W) AD(       ) 2
 JZ3367  NAD 83(1986)-  39 09 49.84056(N)    085 51 28.10901(W) AD(       ) 2
 JZ3367  NAD 27      -  39 09 49.65400(N)    085 51 28.04800(W) AD(       ) 2
 JZ3367  USSD        -  39 09 49.75300(N)    085 51 27.90500(W) AD(       ) 3
 JZ3367  NGVD 29             194.77   (m)          639.0    (f) LEVELING    3  
 JZ3367
 JZ3367.Superseded values are not recommended for survey control.
 JZ3367
 JZ3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3367.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3367
 JZ3367_MARKER: DS = TRIANGULATION STATION DISK
 JZ3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3367_STAMPING: CORROL 1920
 JZ3367_MARK LOGO: CGS
 JZ3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3367+STABILITY: SURFACE MOTION
 JZ3367
 JZ3367  HISTORY     - Date     Condition        Report By
 JZ3367  HISTORY     - 1920     MONUMENTED       CGS
 JZ3367
 JZ3367                          STATION DESCRIPTION
 JZ3367
 JZ3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3367'ON THE W,THE LEFT GOING TOWARD INDIANAPOLIS, SIDE OF THE PENNSYLVANIA
 JZ3367'RAILROAD RIGHT-OF-WAY, ABOUT 4-1/2 MILES S OF COLUMBUS, ABOUT
 JZ3367'20 YARDS N OF A FORMER SWITCH-SIDING STILL IN PLACE BUT THE SWITCH
 JZ3367'HAS BEEN REMOVED-AND ABOUT 190 YARDS N OF HIGHWAY CROSSING,
 JZ3367'4.265 METERS-14.0 FEET-FROM THE W AND NEAREST RAIL.  THE STATION,
 JZ3367'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 JZ3367'CONCRETE. THE REFERENCE MARK IS
 JZ3367'ON THE SAME SIDE OF THE TRACK NEAR THE FENCE LINE AND ABOUT 3
 JZ3367'FEET HIGHER THAN THE STATION MARK, 20.05 METERS-65.78 FEET FROM
 JZ3367'THE STATION N 59 DEG 23 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1540 ***********************************************************************
 MD1540  DESIGNATION -  CORUNNA
 MD1540  PID         -  MD1540
 MD1540  STATE/COUNTY-  IN/DE KALB
 MD1540  COUNTRY     -  US
 MD1540  USGS QUAD   -  CORUNNA (2019)
 MD1540
 MD1540                         *CURRENT SURVEY CONTROL
 MD1540  ______________________________________________________________________
 MD1540* NAD 83(1997) POSITION- 41 26 59.22365(N) 085 09 53.68952(W)   ADJUSTED
 MD1540* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 MD1540  ______________________________________________________________________
 MD1540  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 MD1540  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 MD1540  HORZ ORDER      -  SECOND
 MD1540
 MD1540.The horizontal coordinates were established by classical geodetic methods
 MD1540.and adjusted by the National Geodetic Survey in May 1999.
 MD1540
 MD1540.The orthometric height was scaled from a topographic map.
 MD1540
 MD1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1540.GEOID18 height accuracy estimate available here.
 MD1540
 MD1540.Click photographs - Photos may exist for this station.
 MD1540
 MD1540.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1540
 MD1540. The following values were computed from the NAD 83(1997) position.
 MD1540
 MD1540;                    North         East     Units Scale Factor Converg.
 MD1540;SPC IN E     -   688,630.319   141,925.462   MT  0.99998829   +0 19 55.7
 MD1540;SPC IN E     - 2,259,281.30    465,633.79   sFT  0.99998829   +0 19 55.7
 MD1540;UTM  16      - 4,590,314.563   653,282.928   MT  0.99988915   +1 12 54.0
 MD1540
 MD1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1540!SPC IN E     -   0.99995518  x   0.99998829  =   0.99994347
 MD1540!UTM  16      -   0.99995518  x   0.99988915  =   0.99984433
 MD1540
 MD1540:                Primary Azimuth Mark                     Grid Az
 MD1540:SPC IN E     -  CORUNNA AZ MK                            056 35 56.4
 MD1540:UTM  16      -  CORUNNA AZ MK                            055 42 58.1
 MD1540
 MD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5328290314(NAD 83)
 MD1540
 MD1540|---------------------------------------------------------------------|
 MD1540| PID    Reference Object                     Distance      Geod. Az  |
 MD1540|                                                           dddmmss.s |
 MD1540| CC8504 CORUNNA AZ MK                                      0565552.1 |
 MD1540| CC8505 CORUNNA RM 1                         32.370 METERS 08829     |
 MD1540| CC8506 CORUNNA RM 2                         23.558 METERS 33816     |
 MD1540|---------------------------------------------------------------------|
 MD1540
 MD1540                          SUPERSEDED SURVEY CONTROL
 MD1540
 MD1540  NAD 83(1995)-  41 26 59.22413(N)    085 09 53.69341(W) AD(       ) 2
 MD1540  NAD 83(1986)-  41 26 59.22440(N)    085 09 53.70209(W) AD(       ) 2
 MD1540  NAD 27      -  41 26 59.04490(N)    085 09 53.80520(W) AD(       ) 2
 MD1540
 MD1540.Superseded values are not recommended for survey control.
 MD1540
 MD1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1540.See file dsdata.pdf to determine how the superseded data were derived.
 MD1540
 MD1540_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1540
 MD1540  HISTORY     - Date     Condition        Report By
 MD1540  HISTORY     - 1946     MONUMENTED       CGS
 MD1540  HISTORY     - 1963     GOOD             CGS
 MD1540
 MD1540                          STATION DESCRIPTION
 MD1540
 MD1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1540'STATION IS LOCATED ABOUT ONE MILE NORTHWEST OF CORUNNA AND 7 MILES
 MD1540'SOUTHWEST OF ASHLEY IN THE SOUTHWEST CORNER OF A PASTURE AND ON LAND
 MD1540'OWNED BY JOHN LEINS.  IT IS 26 FEET EAST OF THE FENCE CORNER AND
 MD1540'ENTRANCE TO A CATTLE LANE AND ONE FOOT NORTH OF AN EAST-WEST FENCE
 MD1540'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORUNNA 1946.
 MD1540'
 MD1540'REFERENCE MARK NO. 1 IS 106.20 FEET EAST OF THE STATION IN THE
 MD1540'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1540'IS STAMPED CORUNNA NO 1 1946.
 MD1540'
 MD1540'REFERENCE MARK NO. 2 IS 77.29 FEET NORTHWEST OF THE STATION IN THE
 MD1540'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 MD1540'IS STAMPED CORUNNA NO 2 1946.
 MD1540'
 MD1540'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF THE STATION.  IT IS 18
 MD1540'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 3 FEET WEST OF A
 MD1540'WHITE WITNESS POST AND ONE FOOT SOUTHEAST OF THE EAST GATE POST.  THE
 MD1540'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CORUNNA 1946.
 MD1540'
 MD1540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1540'HIGHWAY 327 SOUTH IN CORUNNA, GO WEST ON COMBINED HIGHWAYS 6 AND 327
 MD1540'FOR 0.45 MILE TO WHERE HIGHWAY 327 TURN NORTH, TURN NORTH AND GO ONE
 MD1540'MILE TO CROSSROAD, TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 MD1540'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A NORTH-SOUTH FENCE
 MD1540'LINE, TURN LEFT AND FOLLOW FENCE LINE SOUTH 0.15 MILE TO TOP OF SMALL
 MD1540'HILL AND AN EAST-WEST FENCE LINE AND STATION.
 MD1540'
 MD1540'HEIGHT OF LIGHT AOVE STATION MARK 34 METERS.
 MD1540
 MD1540                          STATION RECOVERY (1963)
 MD1540
 MD1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1540'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1540'DESCRIBED.
 MD1540'
 MD1540'ABOUT 0.45 MILE W ALONG NOS. 327 IND. AND 6 U.S. HWYS. FROM THEIR
 MD1540'JUNCTION IN CORUNNA AND TURN RIGHT, THENCE 1.0 MILE N ON THE FORMER
 MD1540'ONLY TO CROSSROADS AND TURN LEFT, THENCE W 0.15 MILE TO AZIMUTH MARK
 MD1540'ON RIGHT, THENCE 0.3 MILE W, THENCE 0.15 MILE S ALONG E SIDE OF FENCE
 MD1540'TO TOP OF HILL AND STATION, 26 FEET E OF FENCE T-INTERSECTION, ONE
 MD1540'FOOT N OF FENCE, STANDARD DISKS STAMPED CORUNNA 1946, IS 1A AND 7A
 MD1540'MARKS WITH TOP MARK FLUSH WITH GROUND.
 MD1540'
 MD1540'REFERENCE STAMPED CORUNNA NO 1 1946, NOTE 11A, FLUSH, IS 106.20 FEET
 MD1540'OR 32.370 METERS E IN AZIMUTH 268 DEG 29 MIN FROM STATION WHICH IS THE
 MD1540'HIGHEST POINT OF THE HILL, AND ONE FOOT S OF FENCE.
 MD1540'
 MD1540'REFERENCE STAMPED CORUNNA NO 2 1946, NOTE 11A, PROJECTS 0.7 FOOT, IS
 MD1540'77.30 FEET OR 23.561 METERS NW IN AZIMUTH 158 DEG 16 MIN FROM STATION
 MD1540'AND ONE FOOT E OF N-S FENCE LINE.
 MD1540'
 MD1540'AZIMUTH MARK STAMPED CORUNNA 1946, NOTE 16A, IS ABOUT 0.4 MILE NE IN
 MD1540'AZIMUTH 236 DEG 55 MIN 52.0 SEC FROM STATION, ABOUT 20 YARDS E OF
 MD1540'CREST OF RIDGE, 37 FEET E OF PROJECTED CENTER LINE OF FARM LANE FROM
 MD1540'THE S, 18 FEET N OF CENTER LINE OF ROAD, 0.4 FOOT HIGHER THAN SAME,
 MD1540'1.8 FEET WNW OF STEEL WITNESS POST, AND PROJECTS 0.7 FOOT ABOVE
 MD1540'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2595 ***********************************************************************
 LB2595  DESIGNATION -  CORWIN
 LB2595  PID         -  LB2595
 LB2595  STATE/COUNTY-  IN/TIPPECANOE
 LB2595  COUNTRY     -  US
 LB2595  USGS QUAD   -  ROMNEY (2019)
 LB2595
 LB2595                         *CURRENT SURVEY CONTROL
 LB2595  ______________________________________________________________________
 LB2595* NAD 83(1997) POSITION- 40 15 36.82193(N) 086 58 48.32990(W)   ADJUSTED
 LB2595* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2595  ______________________________________________________________________
 LB2595  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 LB2595  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LB2595  HORZ ORDER      -  THIRD
 LB2595
 LB2595.The horizontal coordinates were established by classical geodetic methods
 LB2595.and adjusted by the National Geodetic Survey in May 1999.
 LB2595
 LB2595.The orthometric height was scaled from a topographic map.
 LB2595
 LB2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2595.GEOID18 height accuracy estimate available here.
 LB2595
 LB2595.Click photographs - Photos may exist for this station.
 LB2595
 LB2595.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2595
 LB2595. The following values were computed from the NAD 83(1997) position.
 LB2595
 LB2595;                    North         East     Units Scale Factor Converg.
 LB2595;SPC IN W     -   556,416.793   908,782.357   MT  0.99996762   +0 04 00.2
 LB2595;SPC IN W     - 1,825,510.76  2,981,563.45   sFT  0.99996762   +0 04 00.2
 LB2595;UTM  16      - 4,456,640.857   501,692.903   MT  0.99960004   +0 00 46.3
 LB2595
 LB2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2595!SPC IN W     -   0.99997059  x   0.99996762  =   0.99993821
 LB2595!UTM  16      -   0.99997059  x   0.99960004  =   0.99957064
 LB2595
 LB2595:                Primary Azimuth Mark                     Grid Az
 LB2595:SPC IN W     -  CORWIN AZ MK                             259 11 32.6
 LB2595:UTM  16      -  CORWIN AZ MK                             259 14 46.5
 LB2595
 LB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0169256640(NAD 83)
 LB2595
 LB2595|---------------------------------------------------------------------|
 LB2595| PID    Reference Object                     Distance      Geod. Az  |
 LB2595|                                                           dddmmss.s |
 LB2595| CC8508 CORWIN RM 1                          27.718 METERS 16314     |
 LB2595| CC8507 CORWIN AZ MK                                       2591532.8 |
 LB2595| CC8509 CORWIN RM 2                          25.700 METERS 28232     |
 LB2595|---------------------------------------------------------------------|
 LB2595
 LB2595                          SUPERSEDED SURVEY CONTROL
 LB2595
 LB2595  NAD 83(1986)-  40 15 36.83042(N)    086 58 48.34067(W) AD(       ) 3
 LB2595  NAD 27      -  40 15 36.69550(N)    086 58 48.30910(W) AD(       ) 3
 LB2595
 LB2595.Superseded values are not recommended for survey control.
 LB2595
 LB2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2595.See file dsdata.pdf to determine how the superseded data were derived.
 LB2595
 LB2595_MARKER: DS = TRIANGULATION STATION DISK
 LB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2595_STAMPING: CORWIN 1948
 LB2595_MARK LOGO: CGS
 LB2595_PROJECTION: FLUSH
 LB2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2595+STABILITY: SURFACE MOTION
 LB2595
 LB2595  HISTORY     - Date     Condition        Report By
 LB2595  HISTORY     - 1948     MONUMENTED       CGS
 LB2595  HISTORY     - 1966     GOOD             CGS
 LB2595
 LB2595                          STATION DESCRIPTION
 LB2595
 LB2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2595'STATION IS LOCATED 7 MILES SOUTHEAST OF ODELL, 5 MILES SOUTHWEST OF
 LB2595'SOUTH RAUB AND 4 MILES WEST OF ROMNEY ON PROPERTY OWNED BY DR.
 LB2595'G. P. LEVERING.  IT IS 104 FEET EAST OF THE NORTHEAST CORNER OF A
 LB2595'BARN, 46 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 26 FEET WEST OF
 LB2595'A BOARD FENCE AND 20 FEET SOUTH OF A BOARD FENCE.  THE MARK IS
 LB2595'FLUSH AND THE DISK IS STAMPED CORWIN 1948.
 LB2595'
 LB2595'REFERENCE MARK NO. 1 IS 90.93 FEET SOUTH OF THE STATION.  IT IS 20
 LB2595'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF A WHITE
 LB2595'WITNESS POST AND 1 FOOT WEST OF A BOARD FENCE.  THE MARK IS FLUSH
 LB2595'AND THE DISK IS STAMPED CORWIN NO 1 1948.
 LB2595'
 LB2595'REFERENCE MARK NO. 2 IS 84.32 FEET NORTHWEST OF THE STATION.  IT IS
 LB2595'49 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT
 LB2595'SOUTH OF A BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2595'CORWIN NO 2 1948.
 LB2595'
 LB2595'THE AZIMUTH MARK IS 0.55 MILES WEST OF THE STATION.  IT IS 29 FEET
 LB2595'NORTH OF THE CENTER OF STATE HIGHWAY 28, 2 FEET EAST OF A WHITE
 LB2595'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 8
 LB2595'INCHES AND IS STAMPED CORWIN 1948.
 LB2595'
 LB2595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 49
 LB2595'IN ROMNEY GO WEST ON HIGHWAY 28 FOR 4.1 MILES TO A GRAVEL CROSS
 LB2595'ROAD, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.1 MILE TO THE
 LB2595'STATION ON THE LEFT AS DESCRIBED.
 LB2595'
 LB2595'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE GRAVEL
 LB2595'ROAD FOR 0.1 MILE TO THE HIGHWAY, TURN RIGHT AND GO WEST FOR 0.55
 LB2595'MILE TO THE RESIDENCE OF MR. JOHN BUCK ON THE LEFT AND THE
 LB2595'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2595'
 LB2595'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2595
 LB2595                          STATION RECOVERY (1966)
 LB2595
 LB2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2595'STATION WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS NOT RECOVERED.
 LB2595'RM 2 WAS RECOVERED IN GOOD CONDITION. POST SLIGHTLY CHIPPED.
 LB2595'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LB2595'
 LB2595'IN STATION MARK PORTION OF DESCRIPTION, CHANGE 26 FEET WEST OF BOARD
 LB2595'FENCE TO READ 16.0 FEET WEST OF N-S WIRE FENCE.  CHANGE 20 FEET
 LB2595'SOUTH OF A BOARD FENCE TO READ 20.3 FEET SOUTH OF E-W BOARD FENCE.
 LB2595'
 LB2595'RM 1 WAS NOT FOUND AFTER LIMITED SEARCH.  ORIGINAL N-S BOARD FENCE
 LB2595'HAS BEEN REMOVED TO ALLOW FOR ROAD PAVING AND WIDENING.  N-S DITCH,
 LB2595'APPROX. 1 FOOT DEEP, IS NOW WERE RM 1 WAS SUPPOSEDLY LOCATED.
 LB2595'
 LB2595'RM 2 FOUND, POST SLIGHTLY CHIPPED, AT EAST END OF A GATE, THROUGH
 LB2595'E-W BOARD FENCE, LEADING FROM CATTLE FEEDING LOT NORTH TO A 9 ACRE
 LB2595'PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1738 ***********************************************************************
 JA1738  DESIGNATION -  CORYDON
 JA1738  PID         -  JA1738
 JA1738  STATE/COUNTY-  IN/HARRISON
 JA1738  COUNTRY     -  US
 JA1738  USGS QUAD   -  CORYDON EAST (2019)
 JA1738
 JA1738                         *CURRENT SURVEY CONTROL
 JA1738  ______________________________________________________________________
 JA1738* NAD 83(1997) POSITION- 38 10 26.11455(N) 086 07 26.36003(W)   ADJUSTED
 JA1738* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 JA1738  ______________________________________________________________________
 JA1738  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JA1738  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 JA1738  HORZ ORDER      -  FIRST
 JA1738
 JA1738.The horizontal coordinates were established by classical geodetic methods
 JA1738.and adjusted by the National Geodetic Survey in May 1999.
 JA1738
 JA1738.The orthometric height was scaled from a topographic map.
 JA1738
 JA1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1738.GEOID18 height accuracy estimate available here.
 JA1738
 JA1738.Click photographs - Photos may exist for this station.
 JA1738
 JA1738.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1738
 JA1738. The following values were computed from the NAD 83(1997) position.
 JA1738
 JA1738;                    North         East     Units Scale Factor Converg.
 JA1738;SPC IN E     -   324,897.096    59,928.547   MT  0.99998643   -0 16 57.5
 JA1738;SPC IN E     - 1,065,933.22    196,615.57   sFT  0.99998643   -0 16 57.5
 JA1738;SPC IN W     -   325,233.226   984,060.328   MT  1.00005366   +0 35 34.6
 JA1738;SPC IN W     - 1,067,036.01  3,228,537.93   sFT  1.00005366   +0 35 34.6
 JA1738;SPC KY1Z     - 1,204,339.754 1,467,232.127   MT  0.99991838   -0 13 46.6
 JA1738;SPC KY1Z     - 3,951,238.01  4,813,744.07   sFT  0.99991838   -0 13 46.6
 JA1738;SPC KY S     -   704,335.507   467,227.721   MT  1.00005277   -0 13 36.5
 JA1738;SPC KY S     - 2,310,807.41  1,532,896.28   sFT  1.00005277   -0 13 36.5
 JA1738;UTM  16      - 4,225,474.719   576,730.150   MT  0.99967251   +0 32 29.2
 JA1738
 JA1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1738!SPC IN E     -   0.99996128  x   0.99998643  =   0.99994772
 JA1738!SPC IN W     -   0.99996128  x   1.00005366  =   1.00001494
 JA1738!SPC KY1Z     -   0.99996128  x   0.99991838  =   0.99987967
 JA1738!SPC KY S     -   0.99996128  x   1.00005277  =   1.00001405
 JA1738!UTM  16      -   0.99996128  x   0.99967251  =   0.99963381
 JA1738
 JA1738:                Primary Azimuth Mark                     Grid Az
 JA1738:SPC IN E     -  LOOKOUT                                  283 05 56.1
 JA1738:SPC IN W     -  LOOKOUT                                  282 13 24.0
 JA1738:SPC KY1Z     -  LOOKOUT                                  283 02 45.2
 JA1738:SPC KY S     -  LOOKOUT                                  283 02 35.1
 JA1738:UTM  16      -  LOOKOUT                                  282 16 29.4
 JA1738
 JA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7673025474(NAD 83)
 JA1738
 JA1738|---------------------------------------------------------------------|
 JA1738| PID    Reference Object                     Distance      Geod. Az  |
 JA1738|                                                           dddmmss.s |
 JA1738| CG8388 CORYDON RM 1                         23.538 METERS 02722     |
 JA1738| CG8390 CORYDON RM 3                         21.336 METERS 08606     |
 JA1738| CG8389 CORYDON RM 2                         29.533 METERS 25947     |
 JA1738| JA0493 LOOKOUT                             APPROX.13.0 KM 2824858.6 |
 JA1738| JA1730 FRENCHTOWN ST BERNARDS CATH CH      APPROX.17.4 KM 3330830.0 |
 JA1738| CG8387 CORYDON AZ MK                                      3495421.8 |
 JA1738|---------------------------------------------------------------------|
 JA1738
 JA1738                          SUPERSEDED SURVEY CONTROL
 JA1738
 JA1738  NAD 83(1993)-  38 10 26.11562(N)    086 07 26.36113(W) AD(       ) 1
 JA1738  NAD 83(1986)-  38 10 26.12002(N)    086 07 26.36631(W) AD(       ) 1
 JA1738  NAD 27      -  38 10 25.86900(N)    086 07 26.47400(W) AD(       ) 1
 JA1738
 JA1738.Superseded values are not recommended for survey control.
 JA1738
 JA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1738.See file dsdata.pdf to determine how the superseded data were derived.
 JA1738
 JA1738_MARKER: DS = TRIANGULATION STATION DISK
 JA1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1738_STAMPING: CORYDON 1947
 JA1738_MARK LOGO: CGS
 JA1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1738+STABILITY: SURFACE MOTION
 JA1738
 JA1738  HISTORY     - Date     Condition        Report By
 JA1738  HISTORY     - 1947     MONUMENTED       CGS
 JA1738  HISTORY     - 1968     GOOD             CGS
 JA1738
 JA1738                          STATION DESCRIPTION
 JA1738
 JA1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1738'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF CORYDON, ON THE
 JA1738'SUMMIT OF A HIGH PROMINENT TIMBERED HILL, AND ON LAND OWNED BY
 JA1738'MRS. MAUD B. GETZ. IT IS 7 FEET NORTHEAST OF A WITNESS POST. THE MARK
 JA1738'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CORYDON 1947.
 JA1738'
 JA1738'REFERENCE MARK NO. 1 IS 76.91 FEET NORTHEAST OF THE STATION. THE DISK
 JA1738'IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND ABOUT 4 FEET
 JA1738'LOWER IN ELEVATION THAN THE STATION MARK. THE DISK IS STAMPED CORYDON
 JA1738'NO 1 1947.
 JA1738'
 JA1738'REFERENCE MARK NO. 2 IS 96.90 FEET WEST OF THE STATION. THE DISK IS
 JA1738'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK ON THE WESTERN EDGE
 JA1738'OF A ROCK PIT, AND ABOUT 2 FEET LOWER THAN GROUND LEVEL. THE DISK IS
 JA1738'STAMPED CORYDON NO 2 1947.
 JA1738'
 JA1738'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT 40 YARDS
 JA1738'WEST OF THE WEST EDGE OF THE RAY BLISS FARM HOUSE, 15 FEET WEST
 JA1738'OF THE APPROXIMATE CENTERLINE OF A FARM DRIVEWAY, 2 FEET SOUTH OF A
 JA1738'FENCE LINE, AND 1 FOOT EAST OF A WITNESS POST. THE MARK
 JA1738'PROJECTS 7 INCHES, AND THE DISK IS STAMPED CORYDON 1947.
 JA1738'
 JA1738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND 135 IN
 JA1738'CORYDON, GO SOUTH ACROSS BRIDGE FOR 0.45 MILE TO A SIDE ROAD
 JA1738'LEFT, TURN LEFT AND GO 2.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 JA1738'0.25 MILE TO A FARM DRIVEWAY LEFT, TURN LEFT AND GO 0.15 MILE TO
 JA1738'THE BLISS FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 JA1738'CONTINUE SOUTH FOR ABOUT 50 YARDS TO A WIRE GATE, PASS THROUGH
 JA1738'GATE AND MEANDER IN A SOUTHERLY DIRECTION FOR 0.25 MILE TO THE SUMMIT
 JA1738'OF PROMINENT TIMBERED HILL AND STATION.
 JA1738'
 JA1738'NOTE - THE AZIMUTH MARK CAN NOT BE SEEN FROM THE GROUND AT THE
 JA1738'STATION AND A 90 FOOT TOWER IS NEEDED.
 JA1738'
 JA1738'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1738
 JA1738                          STATION RECOVERY (1968)
 JA1738
 JA1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1738'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 JA1738'RECOVERED AND FOUND IN EXCELLENT CONDITION.  REFERENCE
 JA1738'MARK NO. 1 HAS BEEN DESTROYED BY SOME MEANS, AND ALTHOUGH THERE WAS
 JA1738'STILL VISIBLE EVIDENCE OF THE OLD DRILL HOLE, THE DISK COULD
 JA1738'NOT BE FOUND. A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED THIS DATE.
 JA1738'THE AZIMUTH MARK FOR THIS STATION WAS NOT VISIBLE FROM THE
 JA1738'GROUND AT THE TIME THE STATION WAS ESTABLISHED, THEREFORE, THE NEW
 JA1738'REFERENCE MARK NO. 3 WAS CUT IN OFF OF REFERENCE MARK NO. 2
 JA1738'1947. A DISCREPANCY OF - 0.01 OF A FOOT WAS NOTED IN THE HORIZONTAL
 JA1738'MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 2.
 JA1738'
 JA1738'DUE TO CHANGES IN THE HIGHWAYS AND ROADS, AND IN PROPERTY OWNERSHIP,
 JA1738'THE ORIGINAL DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 JA1738'
 JA1738'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 JA1738'
 JA1738'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF CORYDON, ON THE
 JA1738'SUMMIT OF A PROMINENT, HEAVILY WOODED HILL, ON THE PROPERTY OF
 JA1738'RAYMOND AND NINA BLISS.
 JA1738'
 JA1738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 JA1738'ROUTES 62, 135 AND 137 AT THE INTERSECTION OF CHESTNUT STREET
 JA1738'AND CAPITOL AVENUE ONE BLOCK SOUTH OF THE HARRISON COUNTY COURTHOUSE
 JA1738'IN CORYDON, GO SOUTHERLY ON STATE ROUTE 135, THIS IS CAPITOL
 JA1738'AVENUE, FOR 0.45 OF A MILE TO THE JUNCTION WITH STATE ROUTE 337. HERE
 JA1738'BEAR LEFT ON STATE ROUTE 337 AND CONTINUE SOUTH-SOUTHEASTERLY
 JA1738'FOR 2.0 MILES TO A PAVED CROSSROAD, TURN RIGHT AND WESTERLY ON THE
 JA1738'PAVED ROAD FOR 0.2 OF A MILE TO A FARM DRIVEWAY ON THE LEFT. HERE
 JA1738'TURN LEFT AND GO SOUTH ON THE FARM DRIVEWAY FOR 0.1 OF A MILE TO
 JA1738'THE FARM HOME OF RAYMOND AND NINA BLISS ON THE LEFT AND THE AZIMUTH
 JA1738'MARK ON THE RIGHT AS DESCRIBED. FROM THIS POINT CONTINUE SOUTH AND
 JA1738'SOUTHEASTERLY ACROSS PASTURE, PASSING THROUGH TWO WIRE GATES FOR A
 JA1738'TOTAL DISTANCE OF ABOUT 0.25 OF A MILE TO THE EDGE OF THE WOODS
 JA1738'ON THE EAST SLOPE OF THE HILL AND END OF TRUCK TRAVEL. FROM THIS
 JA1738'POINT PACK WESTERLY, UPHILL, THROUGH WOODS, FOR APPROXIMATELY 500
 JA1738'FEET TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 JA1738'
 JA1738'THE STATION IS 31 FEET NORTHEAST OF AN 18-INCH ELM TREE, 22 FEET WEST
 JA1738'OF A 12-INCH MAPLE TREE, 18 FEET SOUTHEAST OF A 14-INCH SYCAMORE
 JA1738'TREE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN. IT IS A
 JA1738'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA1738'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED CORYDON 1947.
 JA1738'
 JA1738'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF A SMALL, ROCKY,
 JA1738'DEPRESSION, 14 FEET NORTH OF AN 18-INCH MAPLE TREE, 14 FEET WEST
 JA1738'OF A 20-INCH SYCAMORE TREE, AND ABOUT 2 FEET BELOW THE SURROUNDING
 JA1738'GROUND LEVEL. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JA1738'IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED CORYDON NO 2 1947.
 JA1738'
 JA1738'REFERENCE MARK NO. 3 IS ON THE EAST SLOPE OF THE HILL, 6 FEET EAST OF
 JA1738'A 12-INCH ELM TREE, 4 FEET SOUTH OF A 10-INCH MAPLE TREE, AND
 JA1738'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 JA1738'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JA1738'PROJECTS ABOUT 1 FOOT ABOVE THE SURROUNDING SURFACE, AND THE DISK IS
 JA1738'STAMPED CORYDON 1947 NO 3 1968.
 JA1738'
 JA1738'DUE TO BRUSH AND NUMEROUS TREES ON LINE, NO EFFORT WAS MADE TO
 JA1738'MEASURE BETWEEN THE REFERENCE MARKS.
 JA1738'
 JA1738'THE AZIMUTH MARK IS IN A SMALL, GRASSY BARNYARD, 65 FEET NORTHWEST OF
 JA1738'A 20-INCH MAPLE TREE, 22 FEET NORTHWEST OF THE APPROXIMATE CENTER
 JA1738'OF THE FARM DRIVEWAY, 10 FEET NORTHWEST OF A WHITE, BOARD FENCE WITH
 JA1738'A METAL WITNESS POST AND SIGN DRIVEN IN THE FENCE LINE, AND 7 FEET
 JA1738'SOUTH OF A 12-INCH BLACK WALNUT TREE. IT IS A STANDARD DISK SET IN
 JA1738'THE TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 JA1738'INCHES AND THE DISK IS STAMPED CORYDON 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1702 ***********************************************************************
 MD1702  DESIGNATION -  COTTON
 MD1702  PID         -  MD1702
 MD1702  STATE/COUNTY-  IN/LAGRANGE
 MD1702  COUNTRY     -  US
 MD1702  USGS QUAD   -  MIDDLEBURY (2019)
 MD1702
 MD1702                         *CURRENT SURVEY CONTROL
 MD1702  ______________________________________________________________________
 MD1702* NAD 83(1997) POSITION- 41 39 14.75778(N) 085 37 43.96150(W)   ADJUSTED
 MD1702* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 MD1702  ______________________________________________________________________
 MD1702  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 MD1702  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 MD1702  HORZ ORDER      -  SECOND
 MD1702
 MD1702.The horizontal coordinates were established by classical geodetic methods
 MD1702.and adjusted by the National Geodetic Survey in May 1999.
 MD1702
 MD1702.The orthometric height was scaled from a topographic map.
 MD1702
 MD1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1702.GEOID18 height accuracy estimate available here.
 MD1702
 MD1702.Click photographs - Photos may exist for this station.
 MD1702
 MD1702.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1702
 MD1702. The following values were computed from the NAD 83(1997) position.
 MD1702
 MD1702;                    North         East     Units Scale Factor Converg.
 MD1702;SPC IN E     -   711,200.897   103,147.597   MT  0.99996679   +0 01 30.4
 MD1702;SPC IN E     - 2,333,331.61    338,410.07   sFT  0.99996679   +0 01 30.4
 MD1702;UTM  16      - 4,612,280.445   614,167.221   MT  0.99976040   +0 54 41.0
 MD1702
 MD1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1702!SPC IN E     -   0.99996055  x   0.99996679  =   0.99992734
 MD1702!UTM  16      -   0.99996055  x   0.99976040  =   0.99972096
 MD1702
 MD1702:                Primary Azimuth Mark                     Grid Az
 MD1702:SPC IN E     -  COTTON AZ MK                             271 37 27.3
 MD1702:UTM  16      -  COTTON AZ MK                             270 44 16.7
 MD1702
 MD1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1416712280(NAD 83)
 MD1702
 MD1702|---------------------------------------------------------------------|
 MD1702| PID    Reference Object                     Distance      Geod. Az  |
 MD1702|                                                           dddmmss.s |
 MD1702| CC8512 COTTON RM 2                          30.803 METERS 26905     |
 MD1702| CC8510 COTTON AZ MK                                       2713857.7 |
 MD1702| CC8511 COTTON RM 1                          29.992 METERS 35843     |
 MD1702|---------------------------------------------------------------------|
 MD1702
 MD1702                          SUPERSEDED SURVEY CONTROL
 MD1702
 MD1702  NAD 83(1995)-  41 39 14.75660(N)    085 37 43.96462(W) AD(       ) 2
 MD1702  NAD 83(1994)-  41 39 14.75634(N)    085 37 43.96489(W) AD(       ) 2
 MD1702  NAD 83(1986)-  41 39 14.75995(N)    085 37 43.97318(W) AD(       ) 2
 MD1702  NAD 27      -  41 39 14.57500(N)    085 37 44.01930(W) AD(       ) 2
 MD1702
 MD1702.Superseded values are not recommended for survey control.
 MD1702
 MD1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1702.See file dsdata.pdf to determine how the superseded data were derived.
 MD1702
 MD1702_MARKER: DS = TRIANGULATION STATION DISK
 MD1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1702_STAMPING: COTTON 1947
 MD1702_MARK LOGO: CGS
 MD1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1702+STABILITY: SURFACE MOTION
 MD1702
 MD1702  HISTORY     - Date     Condition        Report By
 MD1702  HISTORY     - 1947     MONUMENTED       CGS
 MD1702  HISTORY     - 1960     GOOD             CGS
 MD1702
 MD1702                          STATION DESCRIPTION
 MD1702
 MD1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1702'STATION IS LOCATED ABOUT 14 MILES NORTH OF LIGONIER AND 13 MILES WEST
 MD1702'OF LAGRANGE ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO. 20.  IT IS 78
 MD1702'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 20, 13 FEET WEST OF A
 MD1702'FENCE CORNER, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 MD1702'A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1702'COTTON 1947.
 MD1702'
 MD1702'REFERENCE MARK NO. 1 IS 98.40 FEET NORTH OF THE STATION.  IT IS 78
 MD1702'FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT SOUTH OF A
 MD1702'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1702'COTTON NO 1 1947.
 MD1702'
 MD1702'REFERENCE MARK NO. 2 IS 101.06 FEET WEST OF THE STATION.  IT IS 78
 MD1702'FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT NORTH OF A
 MD1702'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1702'COTTON NO 2 1947.
 MD1702'
 MD1702'AZIMUTH MARK IS 0.65 MILE WEST OF THE STATION.  IT IS 90 FEET EAST OF
 MD1702'THE NORTHEAST CORNER OF A WHITE HOUSE AND 93 FEET NORTH OF THE
 MD1702'CENTERLINE OF U.S. HIGHWAY NO. 20.  THE MARK IS FLUSH AND THE DISK IS
 MD1702'STAMPED COTTON 1947.
 MD1702'
 MD1702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 MD1702'STATE HIGHWAY NO. 5 ABOUT 11 MILES WEST OF LAGRANGE GO WEST ON U.S.
 MD1702'HIGHWAY NO. 20 FOR 2.6 MILE TO STATION SITE ON THE LEFT, CONTINUE FOR
 MD1702'0.65 MILE TO AZIMUTH MARK ON THE RIGHT.
 MD1702'
 MD1702'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1702
 MD1702                          STATION RECOVERY (1960)
 MD1702
 MD1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1702'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1702'DESCRIBED.
 MD1702'
 MD1702'ABOUT 12.1 MILES W ALONG NO. 20 U.S. HWY. FROM ITS CROSS INTERSECTION
 MD1702'WITH NO. 9 INDIANA HWY. (IS THE MAIN N-S STREET THRU TOWN) IN LAGRANGE
 MD1702'OR 2.6 MILES W FROM ITS CROSSING WITH NO. 5 INDIANA HWY., 1.5 MILES E
 MD1702'OF LAGRANGE-ELKHART COUNTY LINE, AT LOCAL SUMIT OF THE HIGHWAY GRADE,
 MD1702'49 FEET S OF CENTER LINE OF 22-FOOT HWY. PAVEMENT, 3.9 FEET HIGHER
 MD1702'THAN SAME, 10 FEET W OF CORNER OF OVERGROWN FENCE THAT EXTENDS S OVER
 MD1702'HILL, STANDARD DISKS ARE STAMPED COTTON 1947 AND SET IN 1A AND 7A
 MD1702'MARKS, THE UPPER MARK PROJECTING 0.5 FOOT BUT A FOOT BELOW THE
 MD1702'BUILT-UP GROUND ON THE S SIDE OF THE RIGHT-OF-WAY FENCE.
 MD1702'
 MD1702'REFERENCE STAMPED COTTON NO 1 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1702'98.23 FEET OR 29.941 METERS N IN AZIMUTH 178 DEG. 43 MIN. FROM
 MD1702'STATION, 49 FEET N OF CENTER LINE OF HWY., 8 FEET W OF THE PROJECTED
 MD1702'LINE OF HEDGEROW FENCE FROM S, AND ONE FOOT S OF RIGHT-OF-WAY FENCE.
 MD1702'
 MD1702'REFERENCE STAMPED COTTON NO 2 1947, NOTE 11A, PROJECTS SLIGHTLY THO
 MD1702'BELOW LEVEL ON OTHER SIDE OF FENCE, IS 101.03 FEET OR 30.974 METERS W
 MD1702'IN AZIMUTH 89 DEG. 04 MIN.  FROM STATION, 49 FEET S OF CENTER LINE OF
 MD1702'HWY., AND 2.3 FEET E OF STEEL WITNESS POST.
 MD1702'
 MD1702'AZIMUTH MARK STAMPED COTTON 1947, NOTE 16A, FLUSH OR 0.2 FOOT
 MD1702'UNDERGROUND, IS 0.65 MILE W IN AZIMUTH 91 DEG. 38 MIN. 58.0 SEC. FROM
 MD1702'STATION, 91 FEET E OF NE CORNER OF MAIN BODY OF FRAME HOUSE, 89 FEET N
 MD1702'OF CENTER LINE OF HWY., 73.7 FEET SE OF SE CORNER OF CONCRETE BLOCK
 MD1702'TOOL HOUSE, AND 49 FEET E OF PROJECTED PLANE OF E WALL OF SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2171 ***********************************************************************
 LB2171  DESIGNATION -  COUNTY
 LB2171  PID         -  LB2171
 LB2171  STATE/COUNTY-  IN/BENTON
 LB2171  COUNTRY     -  US
 LB2171  USGS QUAD   -  FOWLER (2019)
 LB2171
 LB2171                         *CURRENT SURVEY CONTROL
 LB2171  ______________________________________________________________________
 LB2171* NAD 83(1997) POSITION- 40 34 37.31684(N) 087 15 10.89870(W)   ADJUSTED
 LB2171* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LB2171  ______________________________________________________________________
 LB2171  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 LB2171  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 LB2171  HORZ ORDER      -  SECOND
 LB2171
 LB2171.The horizontal coordinates were established by classical geodetic methods
 LB2171.and adjusted by the National Geodetic Survey in May 1999.
 LB2171
 LB2171.The orthometric height was scaled from a topographic map.
 LB2171
 LB2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2171.GEOID18 height accuracy estimate available here.
 LB2171
 LB2171.Click photographs - Photos may exist for this station.
 LB2171
 LB2171.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2171
 LB2171. The following values were computed from the NAD 83(1997) position.
 LB2171
 LB2171;                    North         East     Units Scale Factor Converg.
 LB2171;SPC IN W     -   591,603.131   885,632.354   MT  0.99996921   -0 06 37.4
 LB2171;SPC IN W     - 1,940,951.27  2,905,612.15   sFT  0.99996921   -0 06 37.4
 LB2171;UTM  16      - 4,491,836.138   478,584.543   MT  0.99960565   -0 09 52.5
 LB2171
 LB2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2171!SPC IN W     -   0.99996557  x   0.99996921  =   0.99993478
 LB2171!UTM  16      -   0.99996557  x   0.99960565  =   0.99957123
 LB2171
 LB2171:                Primary Azimuth Mark                     Grid Az
 LB2171:SPC IN W     -  COUNTY AZ MK                             089 48 05.1
 LB2171:UTM  16      -  COUNTY AZ MK                             089 51 20.2
 LB2171
 LB2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7858491836(NAD 83)
 LB2171
 LB2171|---------------------------------------------------------------------|
 LB2171| PID    Reference Object                     Distance      Geod. Az  |
 LB2171|                                                           dddmmss.s |
 LB2171| CM3359 COUNTY RM 1                          31.849 METERS 00435     |
 LB2171| CM3358 COUNTY AZ MK                                       0894127.7 |
 LB2171| CM3360 COUNTY RM 2                          31.699 METERS 25629     |
 LB2171| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX. 6.9 KM 3054919.8 |
 LB2171| LB2169 FOWLER MUNICIPAL STANDPIPE          APPROX. 7.1 KM 3064345.2 |
 LB2171|---------------------------------------------------------------------|
 LB2171
 LB2171                          SUPERSEDED SURVEY CONTROL
 LB2171
 LB2171  NAD 83(1986)-  40 34 37.32441(N)    087 15 10.90856(W) AD(       ) 2
 LB2171  NAD 27      -  40 34 37.19020(N)    087 15 10.85370(W) AD(       ) 2
 LB2171
 LB2171.Superseded values are not recommended for survey control.
 LB2171
 LB2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2171.See file dsdata.pdf to determine how the superseded data were derived.
 LB2171
 LB2171_MARKER: DS = TRIANGULATION STATION DISK
 LB2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2171_STAMPING: COUNTY 1955
 LB2171_MARK LOGO: CGS
 LB2171_PROJECTION: FLUSH
 LB2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2171+STABILITY: SURFACE MOTION
 LB2171
 LB2171  HISTORY     - Date     Condition        Report By
 LB2171  HISTORY     - 1955     MONUMENTED       CGS
 LB2171
 LB2171                          STATION DESCRIPTION
 LB2171
 LB2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2171'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF FOWLER ON THE
 LB2171'GROUNDS OF THE BENTON COUNTY FARM.  IT IS IN THE SOUTHEAST CORNER OF
 LB2171'A PASTURE JUST WEST OF THE RED BRICK FARM HOUSE, 47 FEET NORTH OF
 LB2171'THE CENTER OF BLACKTOPPED ROAD, 26 FEET NORTH OF FENCE LINE, 25 FEET
 LB2171'NORTHEAST OF A 16 INCH PINE TREE, 14 FEET NORTHWEST OF A WHITE
 LB2171'WITNESS POST AND 10 FEET WEST OF FENCE LINE.  THE MARK IS
 LB2171'FLUSH AND THE DISK IS STAMPED COUNTY 1955.
 LB2171'
 LB2171'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE LINE AND ON ABOUT THE
 LB2171'SAME ELEVATION AS THE STATION MARK.  THE MARK IS FLUSH AND THE DISK
 LB2171'IS STAMPED COUNTY NO 1 1955.
 LB2171'
 LB2171'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A POWER LINE POLE, 21 FEET
 LB2171'NORTH OF THE CENTER OF BLACKTOPPED ROAD AND 1 FOOT NORTH OF FENCE
 LB2171'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COUNTY NO 2 1955.
 LB2171'
 LB2171'THE AZIMUTH MARK IS 21 FEET NORTH OF A FENCE CORNER, 19 FEET EAST OF
 LB2171'THE CENTER OF GRAVELED ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST, 1
 LB2171'FOOT WEST OF FENCE LINE, SET IN THE NORTHEAST ANGLE OF CROSSROAD.
 LB2171'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED COUNTY
 LB2171'1955.
 LB2171'
 LB2171'TO REACH THE STATION FROM THE COURTHOUSE IN FOWLER, GO SOUTHEAST ON
 LB2171'U. S. HIGHWAY 52 FOR 3.85 MILES TO A SIX POINT INTERSECTION, TURN
 LB2171'LEFT AND GO EAST ON BLACKTOPPED ROAD FOR 0.65 MILE TO TWO GATES ON
 LB2171'THE LEFT, TURN LEFT THROUGH THE EAST GATE INTO PASTURE THEN
 LB2171'SHARP RIGHT EAST ALONG FENCE LINE TO THE SOUTHEAST CORNER AND
 LB2171'STATION AS DESCRIBED.
 LB2171'
 LB2171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BLACKTOPPED
 LB2171'ROAD FOR 0.3 MILE TO CROSSROAD AND MARK IN THE NORTHEAST ANGLE AS
 LB2171'DESCRIBED.
 LB2171'
 LB2171'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0101 ***********************************************************************
 JA0101  DESIGNATION -  COX
 JA0101  PID         -  JA0101
 JA0101  STATE/COUNTY-  IN/ORANGE
 JA0101  COUNTRY     -  US
 JA0101  USGS QUAD   -  PAOLI (2019)
 JA0101
 JA0101                         *CURRENT SURVEY CONTROL
 JA0101  ______________________________________________________________________
 JA0101* NAD 83(1997) POSITION- 38 32 03.22773(N) 086 27 29.47468(W)   ADJUSTED
 JA0101* NAVD 88 ORTHO HEIGHT -   254.982 (meters)      836.55  (feet) ADJUSTED
 JA0101  ______________________________________________________________________
 JA0101  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 JA0101  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 JA0101  DYNAMIC HEIGHT  -        254.807 (meters)      835.98  (feet) COMP
 JA0101  MODELED GRAVITY -    979,936.6   (mgal)                       NAVD 88
 JA0101
 JA0101  HORZ ORDER      -  SECOND
 JA0101  VERT ORDER      -  FIRST     CLASS II
 JA0101
 JA0101.The horizontal coordinates were established by classical geodetic methods
 JA0101.and adjusted by the National Geodetic Survey in May 1999.
 JA0101
 JA0101.The orthometric height was determined by differential leveling and
 JA0101.adjusted by the NATIONAL GEODETIC SURVEY
 JA0101.in June 1991.
 JA0101
 JA0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0101.GEOID18 height accuracy estimate available here.
 JA0101
 JA0101.Click photographs - Photos may exist for this station.
 JA0101
 JA0101.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0101
 JA0101.The dynamic height is computed by dividing the NAVD 88
 JA0101.geopotential number by the normal gravity value computed on the
 JA0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0101.degrees latitude (g = 980.6199 gals.).
 JA0101
 JA0101.The modeled gravity was interpolated from observed gravity values.
 JA0101
 JA0101. The following values were computed from the NAD 83(1997) position.
 JA0101
 JA0101;                    North         East     Units Scale Factor Converg.
 JA0101;SPC IN W     -   364,977.643   954,505.818   MT  1.00000324   +0 23 22.1
 JA0101;SPC IN W     - 1,197,430.82  3,131,574.50   sFT  1.00000324   +0 23 22.1
 JA0101;UTM  16      - 4,265,230.745   547,222.697   MT  0.99962746   +0 20 15.2
 JA0101
 JA0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0101!SPC IN W     -   0.99996523  x   1.00000324  =   0.99996847
 JA0101!UTM  16      -   0.99996523  x   0.99962746  =   0.99959270
 JA0101
 JA0101:                Primary Azimuth Mark                     Grid Az
 JA0101:SPC IN W     -  COX AZ MK                                299 56 31.0
 JA0101:UTM  16      -  COX AZ MK                                299 59 37.9
 JA0101
 JA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4722265230(NAD 83)
 JA0101
 JA0101|---------------------------------------------------------------------|
 JA0101| PID    Reference Object                     Distance      Geod. Az  |
 JA0101|                                                           dddmmss.s |
 JA0101| JA0100 COX RM 1                             32.583 METERS 07503     |
 JA0101| JA0098 COX AZ MK                                          3001953.1 |
 JA0101| JA0099 COX RM 2                             25.268 METERS 32256     |
 JA0101| JA1699 PAOLI MUNICIPAL STANDPIPE           APPROX. 3.0 KM 3444823.5 |
 JA0101|---------------------------------------------------------------------|
 JA0101
 JA0101                          SUPERSEDED SURVEY CONTROL
 JA0101
 JA0101  NAD 83(1986)-  38 32 03.23314(N)    086 27 29.47814(W) AD(       ) 2
 JA0101  NAD 27      -  38 32 03.03400(N)    086 27 29.52500(W) AD(       ) 2
 JA0101  NGVD 29 (??/??/92)  255.086  (m)          836.89   (f) ADJ UNCH    1 2
 JA0101  NGVD 29             255.09   (m)          836.9    (f) LEVELING    3  
 JA0101
 JA0101.Superseded values are not recommended for survey control.
 JA0101
 JA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0101.See file dsdata.pdf to determine how the superseded data were derived.
 JA0101
 JA0101_MARKER: DS = TRIANGULATION STATION DISK
 JA0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0101_STAMPING: COX 1946
 JA0101_MARK LOGO: CGS
 JA0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0101+STABILITY: SURFACE MOTION
 JA0101
 JA0101  HISTORY     - Date     Condition        Report By
 JA0101  HISTORY     - 1946     MONUMENTED       CGS
 JA0101  HISTORY     - 1965     GOOD             CGS
 JA0101  HISTORY     - 1965     GOOD             CGS
 JA0101  HISTORY     - 1967     GOOD             CGS
 JA0101  HISTORY     - 20041208 GOOD             INDOT
 JA0101  HISTORY     - 20141008 GOOD             GEOCAC
 JA0101
 JA0101                          STATION DESCRIPTION
 JA0101
 JA0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0101'THIS STATION IS BESIDE STATE HIGHWAY 37, AT THE COX WOODS REST PARK,
 JA0101'AT A POINT 1.9 MILES SOUTH FROM THE SOUTH END OF THE SQUARE IN
 JA0101'PAOLI. THE STATION IS AT THE NORTH END OF THE SMALL SEMI-CIRCLE
 JA0101'FORMED BY THE HIGHWAY AND THE GRAVEL PARK DRIVEWAY, 82 FEET
 JA0101'SOUTHEAST OF THE NORTH JUNCTION OF THESE TWO ROADS AND 42 FEET EAST
 JA0101'OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 8 INCHES AND
 JA0101'THE DISK IS STAMPED COX 1946.
 JA0101'
 JA0101'REFERENCE MARK NO. 1 IS 106.90 FEET NORTH OF THE STATION AND 4 FEET
 JA0101'EAST OF A LOG GUARD RAIL. THE MARK PROJECTS 6 INCHES AND THE
 JA0101'DISK IS STAMPED COX NO 1 1946.
 JA0101'
 JA0101'REFERENCE MARK NO. 2 IS 82.90 FEET EAST OF THE STATION, 30 FEET EAST
 JA0101'OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET NORTH OF THE
 JA0101'NORTH END OF THE PARK DRIVEWAY. THE MARK PROJECTS 6 INCHES AND THE
 JA0101'DISK IS STAMPED COX NO 2 1946.
 JA0101'
 JA0101'AZIMUTH MARK IS 0.6 MILE WEST NORTHWEST FROM THE STATION ALONG THE
 JA0101'HIGHWAY APPROX. 0.4 MILE AIRLINE, IN A FENCELINE, 30 FEET EAST OF
 JA0101'THE HIGHWAY, AT A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE WITNESS
 JA0101'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COX 1946.
 JA0101'
 JA0101'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0101
 JA0101                          STATION RECOVERY (1965)
 JA0101
 JA0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0101'THE STATION MARK, STAMPED COX 1946, IS ABOUT 2.0 MILES SOUTH ALONG
 JA0101'STATE HIGHWAY 37 FROM THE COURTHOUSE AT PAOLI, IN SECTION 12, T 1 N,
 JA0101'R 1 W, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 JA0101'SOUTH OF THE CENTER LINE OF THE ROAD THROUGH THE PIONEER MOTHERS
 JA0101'MEMORIAL PARK, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JA0101'CONCRETE FOUNDATION OF A WATER FOUNTAIN, ABOUT 1 FOOT ABOVE
 JA0101'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0101'PROJECTING 6 INCHES.
 JA0101'
 JA0101'THE AZIMUTH MARK, STAMPED COX 1946 AZM., IS ABOUT 0.6 MILE NORTH
 JA0101'ALONG STATE HIGHWAY 37 FROM THE STATION MARK, ABOUT 0.1 MILE NORTH
 JA0101'OF A HOUSE NOW OWNED BY MR. RALPH C. SEYBOLD, 30 FEET EAST OF THE
 JA0101'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF A FENCE CORNER, 2-1/2
 JA0101'FEET EAST OF THE FENCE, 2.3 FEET WEST OF A METAL WITNESS POST,
 JA0101'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0101'PROJECTING 6 INCHES.
 JA0101'
 JA0101'R.M. 1, STAMPED COX NO. 1 1946, IS 147 FEET SOUTHEAST OF THE CENTER
 JA0101'LINE OF THE HIGHWAY, 107 FEET EAST OF STATION COX 1946, 59 FEET
 JA0101'SOUTHEAST OF THE NORTHEAST CORNER OF THE FOUNDATION OF A WATER
 JA0101'FOUNTAIN, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 JA0101'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0101'
 JA0101'R.M. 2, STAMPED COX NO. 2 1946, IS 30 FEET EAST OF THE CENTER LINE OF
 JA0101'THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD THROUGH
 JA0101'THE PIONEER MOTHERS MEMORIAL PARK, 83 FEET NORTH OF STATION COX
 JA0101'1946, 10 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 JA0101'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0101
 JA0101                          STATION RECOVERY (1965)
 JA0101
 JA0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0101'2 MI S FROM PAOLI.
 JA0101'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0101'AT PAOLI, IN SECTION 12, T 1 N, R 1 W, 41 FEET EAST OF THE CENTER
 JA0101'LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 JA0101'THROUGH THE PIONEER MOTHERS MEMORIAL PARK, 63 FEET NORTHWEST OF
 JA0101'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A WATER
 JA0101'FOUNTAIN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JA0101'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0101
 JA0101                          STATION RECOVERY (1967)
 JA0101
 JA0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0101'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA0101'AND FOUND IN GOOD CONDITION AT THIS TIME.  IN THE BODY OF THE
 JA0101'PREVIOUS DESCRIPTION IT WAS NOTED THAT REFERENCE MARK 1 WAS NORTH
 JA0101'OF THE STATION AND REFERENCE MARK 2 WAS EAST.  THIS WAS FOUND TO
 JA0101'BE WRONG.  REFERENCE MARK 2 IS NORTHWEST OF THE STATION AND
 JA0101'REFERENCE MARK 1 IS NORTHEAST.  THE COX WOODS REST PARK IS NOW
 JA0101'PIONEER MOTHERS MEMORIAL PARK.  THE PREVIOUS DESCRIPTION IS GOOD
 JA0101'WITH THE BELOW CHANGES ALONG WITH THE ABOVE.
 JA0101'
 JA0101'REFERENCE MARK 2 IS 10 FEET NORTHEAST OF A TELEPHONE POLE AND
 JA0101'HALFWAY BETWEEN 2 6 INCH CEDAR TREES.
 JA0101'
 JA0101'THE AZIMUTH MARK IS 2 FEET EAST OF A METAL WITNESS POST.
 JA0101'
 JA0101'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN PAOLI, GO SOUTH
 JA0101'ON STATE HIGHWAY 37 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JA0101'CONTINUE SOUTH ON HIGHWAY 37 FOR 0.6 MILE TO THE PIONEER MOTHERS
 JA0101'MEMORIAL PARK ON THE RIGHT AND THE STATION AS DESCRIBED.
 JA0101'
 JA0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES SOUTH
 JA0101'OF PAOLI.
 JA0101
 JA0101                          STATION RECOVERY (2004)
 JA0101
 JA0101'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2004 (KEJ)
 JA0101'RECOVERED IN GOOD CONDITION.
 JA0101
 JA0101                          STATION RECOVERY (2014)
 JA0101
 JA0101'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0101'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2497 ***********************************************************************
 LB2497  DESIGNATION -  COX
 LB2497  PID         -  LB2497
 LB2497  STATE/COUNTY-  IN/TIPTON
 LB2497  COUNTRY     -  US
 LB2497  USGS QUAD   -  ARCADIA (2019)
 LB2497
 LB2497                         *CURRENT SURVEY CONTROL
 LB2497  ______________________________________________________________________
 LB2497* NAD 83(1997) POSITION- 40 14 48.61414(N) 086 01 46.60143(W)   ADJUSTED
 LB2497* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 LB2497  ______________________________________________________________________
 LB2497  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 LB2497  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 LB2497  HORZ ORDER      -  SECOND
 LB2497
 LB2497.The horizontal coordinates were established by classical geodetic methods
 LB2497.and adjusted by the National Geodetic Survey in May 1999.
 LB2497
 LB2497.The orthometric height was scaled from a topographic map.
 LB2497
 LB2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2497.GEOID18 height accuracy estimate available here.
 LB2497
 LB2497.Click photographs - Photos may exist for this station.
 LB2497
 LB2497.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2497
 LB2497. The following values were computed from the NAD 83(1997) position.
 LB2497
 LB2497;                    North         East     Units Scale Factor Converg.
 LB2497;SPC IN E     -   554,987.985    69,119.621   MT  0.99997840   -0 14 04.2
 LB2497;SPC IN E     - 1,820,823.08    226,769.96   sFT  0.99997840   -0 14 04.2
 LB2497;UTM  16      - 4,455,605.906   582,533.706   MT  0.99968385   +0 37 37.1
 LB2497
 LB2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2497!SPC IN E     -   0.99996384  x   0.99997840  =   0.99994224
 LB2497!UTM  16      -   0.99996384  x   0.99968385  =   0.99964770
 LB2497
 LB2497:                Primary Azimuth Mark                     Grid Az
 LB2497:SPC IN E     -  JAY                                      355 32 35.8
 LB2497:UTM  16      -  JAY                                      354 40 54.5
 LB2497
 LB2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8253355605(NAD 83)
 LB2497
 LB2497|---------------------------------------------------------------------|
 LB2497| PID    Reference Object                     Distance      Geod. Az  |
 LB2497|                                                           dddmmss.s |
 LB2497| CC8513 COX RM                               12.410 METERS 24800     |
 LB2497| LB2464 JAY                                 APPROX. 2.7 KM 3551831.6 |
 LB2497|---------------------------------------------------------------------|
 LB2497
 LB2497                          SUPERSEDED SURVEY CONTROL
 LB2497
 LB2497  NAD 83(1986)-  40 14 48.61833(N)    086 01 46.61748(W) AD(       ) 2
 LB2497  NAD 27      -  40 14 48.48200(N)    086 01 46.66500(W) AD(       ) 2
 LB2497  USSD        -  40 14 48.50700(N)    086 01 46.51600(W) AD(       ) 3
 LB2497
 LB2497.Superseded values are not recommended for survey control.
 LB2497
 LB2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2497.See file dsdata.pdf to determine how the superseded data were derived.
 LB2497
 LB2497_MARKER: DS = TRIANGULATION STATION DISK
 LB2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2497_STAMPING: COX 1920
 LB2497_MARK LOGO: CGS
 LB2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2497+STABILITY: SURFACE MOTION
 LB2497
 LB2497  HISTORY     - Date     Condition        Report By
 LB2497  HISTORY     - 1920     MONUMENTED       CGS
 LB2497  HISTORY     - 1933     GOOD             CGS
 LB2497  HISTORY     - 1934     GOOD             CGS
 LB2497  HISTORY     - 1948     GOOD             CGS
 LB2497  HISTORY     - 1968     GOOD             CGS
 LB2497
 LB2497                          STATION DESCRIPTION
 LB2497
 LB2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2497'STATION IS ABOUT 1-1/2 MILES N OF ATLANTA, ON E SIDE OF LAKE ERIE AND
 LB2497'WESTERN RAILROAD, 30 YARDS SE OF THE INTERURBAN STATION COX, 10
 LB2497'YARDS S OF THE ROAD CROSSING THAT CROSSES THE ELECTRIC LINE JUST S
 LB2497'OF INTERURBAN STATION COX, 1/2 MILE N OF SEMAPHORE SIGNAL M
 LB2497'36, ABOUT 50 YARDS W OF GEORGE COXS RESIDENCE, AND 2.265 METERS
 LB2497'(7.43 FEET) FROM E AND NEAREST RAIL.
 LB2497'
 LB2497'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2497'IN CONCRETE AS DESCRIBED.  REFERENCE MARKS IS ON OPPOSITE SIDE OF
 LB2497'TRACK, 12.41 METERS (40.72 FEET) FROM THE STATION S 67 DEG 59 MIN W.
 LB2497
 LB2497                          STATION RECOVERY (1933)
 LB2497
 LB2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LB2497'STATION RECOVERED.  MARKS IN GOOD CONDITION.  IT IS ABOUT 2.0 MILES
 LB2497'N OF ATLANTA, 2.5 MILES S AND 0.7 MILE E OF TIPTON, ON E SIDE OF
 LB2497'LAKE ERIE AND WESTERN RAILROAD.
 LB2497
 LB2497                          STATION RECOVERY (1934)
 LB2497
 LB2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2497'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION IS
 LB2497'ABOUT 2 MILES N OF ATLANTA, 2.5 MILES S AND 0.6 MILE E OF TIPTON ON
 LB2497'THE E SIDE OF THE LAKE ERIE AND WESTERN RAILROAD TRACKS.  THE
 LB2497'STATION MARK IS ABOUT 30 YARDS SE OF INTERURBAN STATION COX, 50
 LB2497'YARDS W OF GEORGE COXS HOUSE, 7.43 FEET E OF E RAIL OF RAILROAD
 LB2497'AND PROJECTS 3 INCHES.  THE MARKS ARE SET.  REFERENCE MARK-1920,
 LB2497'WHICH IS A STANDARD BRONZE DISK SET IN CONCRETE, IS W OF
 LB2497'STATION BETWEEN RAILROAD AND TRACTION TRACKS, AND PROJECTS 4
 LB2497'INCHES.
 LB2497'
 LB2497'COX 2 (1934) IS NNE OF THE STATION ACROSS ROAD AND ABOUT MIDWAY
 LB2497'BETWEEN THE RAILROAD AND TRACTION TRACKS.  FOR DISTANCES AND
 LB2497'DIRECTION SEE DESCRIPTION FOR COX 2.
 LB2497'
 LB2497'TO REACH FROM TIPTON FROM THE NW CORNER OF COURTHOUSE SQUARE GO S
 LB2497'2.5 MILES TO T-INTERSECTION, THENCE E 0.6 MILE TO STATION AND
 LB2497'TRACKS.
 LB2497
 LB2497                          STATION RECOVERY (1948)
 LB2497
 LB2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2497'STATION RECOVERED.  INTERURBAN TRACKS AND STATION ARE NOW GONE.
 LB2497'WALTER CHERRY NOW LIVES IN THE COX HOUSE.
 LB2497
 LB2497                          STATION RECOVERY (1968)
 LB2497
 LB2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2497'THIS TRAVERSE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 LB2497'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION OF
 LB2497'HOW TO REACH THE STATION IS ADEQUATE.  THE FOLLOWING WILL BE
 LB2497'HELPFUL IN FUTURE RECOVERY--
 LB2497'
 LB2497'THE STATION MARK IS SET IN THE TOP OF A 12 INCH SQUARE POST THAT IS
 LB2497'3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 37 FEET SOUTH OF
 LB2497'THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE EAST RAILROAD
 LB2497'RIGHT-OF-WAY FENCE, 11.7 FEET SOUTH-SOUTHWEST OF THE SOUTH END
 LB2497'OF THE EAST STONE HEADWALL OF CULVERT UNDER THE RAILROAD, AND 7.43
 LB2497'FEET EAST OF THE EAST RAIL.
 LB2497'
 LB2497'THE REFERENCE MARK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LB2497'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 51 FEET SOUTH
 LB2497'OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTH-SOUTHWEST OF THE SOUTH
 LB2497'END OF THE WEST STONE HEADWALL OF THE CULVERT UNDER THE RAILROAD,
 LB2497'29.9 FEET WEST OF THE WEST RAIL OF THE TRACKS AND 2.4 FEET EAST
 LB2497'OF THE WEST RAILROAD RIGHT-OF-WAY FENCE.
 LB2497'
 LB2497'NOTE--TRIANGULATION STATION COX 2 1934 IS 106.35 FEET
 LB2497'NORTH-NORTHWEST OF THIS STATION.  FOR INFORMATION SEE DESCRIPTION
 LB2497'THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2496 ***********************************************************************
 LB2496  DESIGNATION -  COX 2
 LB2496  PID         -  LB2496
 LB2496  STATE/COUNTY-  IN/TIPTON
 LB2496  COUNTRY     -  US
 LB2496  USGS QUAD   -  ARCADIA (2019)
 LB2496
 LB2496                         *CURRENT SURVEY CONTROL
 LB2496  ______________________________________________________________________
 LB2496* NAD 83(1997) POSITION- 40 14 49.54382(N) 086 01 47.24093(W)   ADJUSTED
 LB2496* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 LB2496  ______________________________________________________________________
 LB2496  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 LB2496  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 LB2496  HORZ ORDER      -  FIRST
 LB2496
 LB2496.The horizontal coordinates were established by classical geodetic methods
 LB2496.and adjusted by the National Geodetic Survey in May 1999.
 LB2496
 LB2496.The orthometric height was scaled from a topographic map.
 LB2496
 LB2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2496.GEOID18 height accuracy estimate available here.
 LB2496
 LB2496.Click photographs - Photos may exist for this station.
 LB2496
 LB2496.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2496
 LB2496. The following values were computed from the NAD 83(1997) position.
 LB2496
 LB2496;                    North         East     Units Scale Factor Converg.
 LB2496;SPC IN E     -   555,016.722    69,104.624   MT  0.99997841   -0 14 04.6
 LB2496;SPC IN E     - 1,820,917.36    226,720.75   sFT  0.99997841   -0 14 04.6
 LB2496;UTM  16      - 4,455,634.405   582,518.283   MT  0.99968382   +0 37 36.7
 LB2496
 LB2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2496!SPC IN E     -   0.99996384  x   0.99997841  =   0.99994225
 LB2496!UTM  16      -   0.99996384  x   0.99968382  =   0.99964767
 LB2496
 LB2496:                Primary Azimuth Mark                     Grid Az
 LB2496:SPC IN E     -  ARCADIA JENKINS GLASS CO TANK            176 10 00.4
 LB2496:UTM  16      -  ARCADIA JENKINS GLASS CO TANK            175 18 19.1
 LB2496
 LB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8251855634(NAD 83)
 LB2496
 LB2496|---------------------------------------------------------------------|
 LB2496| PID    Reference Object                     Distance      Geod. Az  |
 LB2496|                                                           dddmmss.s |
 LB2496| LB2497 COX                                  32.400 METERS 15212     |
 LB2496| CC8513 COX RM                               33.467 METERS 17323     |
 LB2496| LB2504 CICERO MUNICIPAL TANK               APPROX.12.9 KM 1735745.8 |
 LB2496| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX. 8.4 KM 1755555.8 |
 LB2496| CC8515 COX 2 RM 2                           45.071 METERS 23340     |
 LB2496| CC8514 COX 2 AZ MK RESET                                  2684739.4 |
 LB2496| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 4.0 KM 3460837.7 |
 LB2496| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 4.4 KM 3515957.5 |
 LB2496|---------------------------------------------------------------------|
 LB2496
 LB2496                          SUPERSEDED SURVEY CONTROL
 LB2496
 LB2496  NAD 83(1986)-  40 14 49.54758(N)    086 01 47.25670(W) AD(       ) 1
 LB2496  NAD 27      -  40 14 49.41200(N)    086 01 47.30500(W) AD(       ) 1
 LB2496
 LB2496.Superseded values are not recommended for survey control.
 LB2496
 LB2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2496.See file dsdata.pdf to determine how the superseded data were derived.
 LB2496
 LB2496_MARKER: DS = TRIANGULATION STATION DISK
 LB2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2496_STAMPING: COX 2 1934
 LB2496_MARK LOGO: CGS
 LB2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2496+STABILITY: SURFACE MOTION
 LB2496
 LB2496  HISTORY     - Date     Condition        Report By
 LB2496  HISTORY     - 1934     MONUMENTED       CGS
 LB2496  HISTORY     - 1950     GOOD             INHD
 LB2496  HISTORY     - 1968     GOOD             CGS
 LB2496  HISTORY     - 1981     GOOD             NGS
 LB2496
 LB2496                          STATION DESCRIPTION
 LB2496
 LB2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2496'2 MILES NORTH OF ATLANTA, 2.5 MILES SOUTH AND 0.6 MILE EAST OF
 LB2496'TIPTON, AND ABOUT MIDWAY BETWEEN THE LAKE ERIE AND WESTERN RAILROAD
 LB2496'AND TRACTION LINE, ABOUT 45 FEET EAST-NORTHEAST OF COX TRACTION
 LB2496'LINE STATION, 22 FEET EAST OF TRACTION LINE EAST RAIL, 29.5 FEET
 LB2496'WEST OF WEST RAIL OF LAKE ERIE AND WESTERN RAILROAD, 45 FEET NORTH
 LB2496'OF THE NORTH ABUTMENT OF CULVERT, AND PROJECTS 6 INCHES.
 LB2496'
 LB2496'TO REACH FROM TIPTON, GO SOUTH FROM NORTHWEST CORNER OF COURTHOUSE
 LB2496'SQUARE FOR 2.5 MILES TO T-INTERSECTION, THENCE EAST FOR 0.6 MILE
 LB2496'TO STATION AND TRACKS.
 LB2496'
 LB2496'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LB2496'CONCRETE.
 LB2496'
 LB2496'COX TRAVERSE STATION (1920), WHICH IS REFERENCE MARK NO. 1 FOR COX-2,
 LB2496'IS SOUTH-SOUTHEAST OF THE STATION, 30 YARDS SOUTHEAST OF INTERURBAN
 LB2496'STATION COX, ABOUT 50 YARDS WEST OF GEORGE COXS HOUSE, 7.43 FEET
 LB2496'EAST OF EAST RAIL OF LAKE ERIE AND WESTERN RAILROAD, AND PROJECTS 3
 LB2496'INCHES.  THE REFERENCE MARK FOR COX-1920 IS SOUTH OF THE
 LB2496'STATION, ABOUT MIDWAY BETWEEN TRACTION AND RAILROAD TRACKS, AND
 LB2496'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF
 LB2496'THE STATION, 1 FOOT NORTH OF FENCE LINE, 30 FEET SOUTH OF GRAVEL
 LB2496'ROAD, 10 FEET EAST OF LANE, AND PROJECTS 4 INCHES.  DISTANCE
 LB2496'BETWEEN COX 1920 AND REFERENCE MARK NO. 2 IS 189 FEET.
 LB2496'
 LB2496'AZIMUTH MARK IS WEST OF THE STATION, IN THE NORTHEAST CORNER OF
 LB2496'T-INTERSECTION, 20 FEET EAST OF ROAD, 30 FEET NORTH OF ROAD, 12 FEET
 LB2496'NORTH OF CORNER POST, AND PROJECTS 6 INCHES.
 LB2496
 LB2496                          STATION RECOVERY (1950)
 LB2496
 LB2496'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1950
 LB2496'AZIMUTH MARK WAS MOVED DUE TO ROAD CONSTRUCTION.  A NEW AZIMUTH MARK,
 LB2496'STAMPED COX 2 1934 1950, WAS SET 31 FT. FROM THE OLD MARK TOWARD THE
 LB2496'STATION.  THERE IS SOME INDICATION THAT THE OLD MARK HAD BEEN
 LB2496'DISTURBED, AND WE BELIEVE THAT THE NEW MARK SHOULD BE CONSIDERED
 LB2496'ACCURATE ONLY TO THE NEAREST 2 FEET OF ANGLE.  A NEW DESCRIPTION
 LB2496'OF THE NEW MARK WOULD BE--
 LB2496'
 LB2496'IT IS IN THE NE CORNER OF A CROSSROAD INTERSECTION, 52 FT. E OF THE
 LB2496'CENTERLINE OF STATE ROAD 19, 33 FT. N OF THE CENTERLINE OF A COUNTY
 LB2496'ROAD, AND SET IN A CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 LB2496
 LB2496                          STATION RECOVERY (1968)
 LB2496
 LB2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2496'THE STATION WAS VISITED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE
 LB2496'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK,
 LB2496'WHICH WAS RESET BY THE INDIANA HIGHWAY DEPARTMENT IN 1950, HAS BEEN
 LB2496'HIT BY A ROAD GRADER AND THE DISK SHEARED OFF THE SHANK.  THE
 LB2496'CONCRETE POST IS STILL IN ITS DESCRIBED POSITION AND SEEMS TO BE
 LB2496'SOLID AND THE SHANK VISIBLE.  THE WEST SET OF TRACKS AND RAILROAD
 LB2496'STATION HAVE BEEN REMOVED.  THE 1934 DESCRIPTION OF THE ROUTE
 LB2496'TO REACH THE STATION IS ADEQUATE.  THE FOLLOWING NOTES WILL BE
 LB2496'HELPFUL IN FUTURE RECOVERY--
 LB2496'
 LB2496'THE STATION MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 LB2496'THAT PROJECTS 3 INCHES ABOVE THE GROUND. IT IS 45 FEET NORTH OF THE
 LB2496'NORTH HEADWALL OF CONCRETE CULVERT, 29.5 FEET WEST OF THE WEST RAIL
 LB2496'OF THE TRACKS, AND 7.4 FEET EAST OF THE WEST RAILROAD RIGHT-OF-WAY
 LB2496'FENCE.
 LB2496'
 LB2496'COX 1920 (REFERENCE MARK NO. 1) IS SET IN THE TOP OF 12 INCH SQUARE
 LB2496'CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 37
 LB2496'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE EAST
 LB2496'RAILROAD RIGHT-OF-WAY FENCE, 11.7 FEET SOUTH-SOUTHWEST OF THE
 LB2496'SOUTH END OF THE EAST STONE HEADWALL OF CULVERT UNDER THE
 LB2496'RAILROAD, AND 7.43 FEET EAST OF THE EAST RAIL OF THE TRACKS.
 LB2496'
 LB2496'COX 1920 REFERENCE MARK IS SET IN THE TOP OF A 10 INCH SQUARE
 LB2496'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 51 FEET SOUTH OF THE
 LB2496'CENTERLINE OF THE ROAD, 27 FEET SOUTH-SOUTHWEST OF THE SOUTH END
 LB2496'OF THE WEST STONE HEADWALL OF THE CULVERT UNDER THE RAILROAD
 LB2496'TRACKS, 25.9 FEET WEST OF THE WEST RAIL OF THE TRACKS, AND 2.4
 LB2496'FEET EAST OF THE WEST RAILROAD RIGHT-OF-WAY FENCE.
 LB2496'
 LB2496'REFERENCE MARK 2 IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 LB2496'THAT PROJECTS 3 INCHES.  IT IS AT THE NORTHWEST CORNER OF FIELD, 29
 LB2496'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24.5 FEET EAST-NORTHEAST
 LB2496'OF TELEPHONE LINE POLE, 19.0 FEET EAST-SOUTHEAST OF FENCE CORNER,
 LB2496'18.6 FEET EAST OF NORTH-SOUTH FENCE AND 3.5 FEET SOUTH OF WHITE
 LB2496'BOARD FENCE.
 LB2496'
 LB2496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 LB2496'SOUTH-SOUTHEAST OF TIPTON.
 LB2496
 LB2496                          STATION RECOVERY (1981)
 LB2496
 LB2496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2496'COX 2 1934 RECOVERED IN GOOD CONDITION. PROJECTS 4 INCHES.
 LB2496'
 LB2496'COX 2 IS 60 FEET + OR - N OF CENTERLINE ASPHALT RD , 8 FEET E OF W
 LB2496'RIGHT OF WAY FENCE.
 LB2496'
 LB2496'NOTE--RALPH G. RUMP NOW LIVES IN WALTER CHERRY HOUSE.
 LB2496'
 LB2496'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES N OF ATLANTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0098 ***********************************************************************
 JA0098  DESIGNATION -  COX AZ MK
 JA0098  PID         -  JA0098
 JA0098  STATE/COUNTY-  IN/ORANGE
 JA0098  COUNTRY     -  US
 JA0098  USGS QUAD   -  PAOLI (2019)
 JA0098
 JA0098                         *CURRENT SURVEY CONTROL
 JA0098  ______________________________________________________________________
 JA0098* NAD 83(1986) POSITION- 38 32 17.     (N) 086 27 58.     (W)   SCALED
 JA0098* NAVD 88 ORTHO HEIGHT -   242.749 (meters)      796.42  (feet) ADJUSTED
 JA0098  ______________________________________________________________________
 JA0098  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 JA0098  DYNAMIC HEIGHT  -        242.582 (meters)      795.87  (feet) COMP
 JA0098  MODELED GRAVITY -    979,936.8   (mgal)                       NAVD 88
 JA0098
 JA0098  VERT ORDER      -  FIRST     CLASS II
 JA0098
 JA0098.The horizontal coordinates were scaled from a map and have
 JA0098.an estimated accuracy of +/- 6 seconds.
 JA0098
 JA0098.The orthometric height was determined by differential leveling and
 JA0098.adjusted by the NATIONAL GEODETIC SURVEY
 JA0098.in June 1991.
 JA0098
 JA0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0098.GEOID18 height accuracy estimate available here.
 JA0098
 JA0098.Click photographs - Photos may exist for this station.
 JA0098
 JA0098.The dynamic height is computed by dividing the NAVD 88
 JA0098.geopotential number by the normal gravity value computed on the
 JA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0098.degrees latitude (g = 980.6199 gals.).
 JA0098
 JA0098.The modeled gravity was interpolated from observed gravity values.
 JA0098
 JA0098;                    North         East    Units  Estimated Accuracy
 JA0098;SPC IN W     -   365,400.      953,810.      MT  (+/- 180 meters Scaled)
 JA0098
 JA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465656(NAD 83)
 JA0098
 JA0098                          SUPERSEDED SURVEY CONTROL
 JA0098
 JA0098  NGVD 29 (??/??/92)  242.853  (m)          796.76   (f) ADJ UNCH    1 2
 JA0098
 JA0098.Superseded values are not recommended for survey control.
 JA0098
 JA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0098.See file dsdata.pdf to determine how the superseded data were derived.
 JA0098
 JA0098_MARKER: DZ = AZIMUTH MARK DISK
 JA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0098_STAMPING: COX 1946
 JA0098_MARK LOGO: CGS
 JA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0098+STABILITY: SURFACE MOTION
 JA0098
 JA0098  HISTORY     - Date     Condition        Report By
 JA0098  HISTORY     - 1946     MONUMENTED       CGS
 JA0098  HISTORY     - 1965     GOOD             CGS
 JA0098  HISTORY     - 20141008 GOOD             GEOCAC
 JA0098
 JA0098                          STATION DESCRIPTION
 JA0098
 JA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0098'1.4 MI S FROM PAOLI.
 JA0098'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0098'AT PAOLI, IN SECTION 12, T 1 N, R 1 W, ABOUT 0.1 MILE NORTH OF
 JA0098'A HOUSE NOW OWNED BY MR. RALPH C. SEYBOLD, 30 FEET EAST OF THE
 JA0098'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF A FENCE CORNER,
 JA0098'2 1/2 FEET EAST OF THE FENCE, 2.3 FEET WEST OF A METAL WITNESS
 JA0098'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JA0098'CONCRETE POST PROJECTING 6 INCHES.
 JA0098
 JA0098                          STATION RECOVERY (2014)
 JA0098
 JA0098'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0098'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2288 ***********************************************************************
 JZ2288  DESIGNATION -  COX GAS WELL
 JZ2288  PID         -  JZ2288
 JZ2288  STATE/COUNTY-  IN/DECATUR
 JZ2288  COUNTRY     -  US
 JZ2288  USGS QUAD   -  FOREST HILL (2019)
 JZ2288
 JZ2288                         *CURRENT SURVEY CONTROL
 JZ2288  ______________________________________________________________________
 JZ2288* NAD 83(1986) POSITION- 39 19 47.     (N) 085 34 54.     (W)   SCALED
 JZ2288* NAVD 88 ORTHO HEIGHT -   264.488 (meters)      867.74  (feet) ADJUSTED
 JZ2288  ______________________________________________________________________
 JZ2288  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2288  DYNAMIC HEIGHT  -        264.323 (meters)      867.20  (feet) COMP
 JZ2288  MODELED GRAVITY -    979,999.7   (mgal)                       NAVD 88
 JZ2288
 JZ2288  VERT ORDER      -  SECOND    CLASS 0
 JZ2288
 JZ2288.The horizontal coordinates were scaled from a map and have
 JZ2288.an estimated accuracy of +/- 6 seconds.
 JZ2288
 JZ2288.The orthometric height was determined by differential leveling and
 JZ2288.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2288.in June 1991.
 JZ2288
 JZ2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2288.GEOID18 height accuracy estimate available here.
 JZ2288
 JZ2288.Click photographs - Photos may exist for this station.
 JZ2288
 JZ2288.The dynamic height is computed by dividing the NAVD 88
 JZ2288.geopotential number by the normal gravity value computed on the
 JZ2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2288.degrees latitude (g = 980.6199 gals.).
 JZ2288
 JZ2288.The modeled gravity was interpolated from observed gravity values.
 JZ2288
 JZ2288;                    North         East    Units  Estimated Accuracy
 JZ2288;SPC IN E     -   453,100.      107,330.      MT  (+/- 180 meters Scaled)
 JZ2288
 JZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ222543(NAD 83)
 JZ2288
 JZ2288                          SUPERSEDED SURVEY CONTROL
 JZ2288
 JZ2288  NGVD 29 (??/??/92)  264.607  (m)          868.13   (f) ADJ UNCH    2 0
 JZ2288
 JZ2288.Superseded values are not recommended for survey control.
 JZ2288
 JZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2288.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2288
 JZ2288_MARKER: Z = SEE DESCRIPTION
 JZ2288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2288_SP_SET: GAS WELL CASING
 JZ2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2288
 JZ2288  HISTORY     - Date     Condition        Report By
 JZ2288  HISTORY     - 1947     MONUMENTED       CGS
 JZ2288
 JZ2288                          STATION DESCRIPTION
 JZ2288
 JZ2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2288'5.4 MI NE FROM BURNEY.
 JZ2288'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2288'OFFICE AT BURNEY, THENCE ABOUT 2.0 MILES EAST ALONG A BLACK TOP
 JZ2288'ROAD, 1.1 MILES EAST ALONG STATE HIGHWAY 46, AND 1.5 MILES
 JZ2288'NORTH ALONG A GRAVEL ROAD, AT THE EWTON COX FARM, GO EAST ALONG
 JZ2288'DRIVE WAY, THRU BARN YARD INTO THE PASTURE, GAS WELL IS ABOUT
 JZ2288'300 FEET EAST OF THE FARM HOUSE, THE HIGH POINT BETWEEN TWO
 JZ2288'CHISELED LINES ON THE SOUTHWEST SIDE OF THE GAS WELL CASING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0100 ***********************************************************************
 JA0100  DESIGNATION -  COX RM 1
 JA0100  PID         -  JA0100
 JA0100  STATE/COUNTY-  IN/ORANGE
 JA0100  COUNTRY     -  US
 JA0100  USGS QUAD   -  PAOLI (2019)
 JA0100
 JA0100                         *CURRENT SURVEY CONTROL
 JA0100  ______________________________________________________________________
 JA0100* NAD 83(1986) POSITION- 38 32 03.50   (N) 086 27 28.17   (W)   HD_HELD1
 JA0100* NAVD 88 ORTHO HEIGHT -   254.193 (meters)      833.96  (feet) ADJUSTED
 JA0100  ______________________________________________________________________
 JA0100  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 JA0100  DYNAMIC HEIGHT  -        254.019 (meters)      833.39  (feet) COMP
 JA0100  MODELED GRAVITY -    979,936.6   (mgal)                       NAVD 88
 JA0100
 JA0100  VERT ORDER      -  FIRST     CLASS II
 JA0100
 JA0100.The horizontal coordinates were determined by differentially corrected
 JA0100.hand held GPS observations or other comparable positioning techniques
 JA0100.and have an estimated accuracy of +/- 3 meters.
 JA0100
 JA0100.The orthometric height was determined by differential leveling and
 JA0100.adjusted by the NATIONAL GEODETIC SURVEY
 JA0100.in June 1991.
 JA0100
 JA0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0100.GEOID18 height accuracy estimate available here.
 JA0100
 JA0100.Click photographs - Photos may exist for this station.
 JA0100
 JA0100.The dynamic height is computed by dividing the NAVD 88
 JA0100.geopotential number by the normal gravity value computed on the
 JA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0100.degrees latitude (g = 980.6199 gals.).
 JA0100
 JA0100.The modeled gravity was interpolated from observed gravity values.
 JA0100
 JA0100;                    North         East    Units  Estimated Accuracy
 JA0100;SPC IN W     -   364,986.3     954,537.4     MT  (+/- 3 meters HH1 GPS) 
 JA0100
 JA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4725465239(NAD 83)
 JA0100
 JA0100                          SUPERSEDED SURVEY CONTROL
 JA0100
 JA0100  NGVD 29 (??/??/92)  254.297  (m)          834.31   (f) ADJ UNCH    1 2
 JA0100
 JA0100.Superseded values are not recommended for survey control.
 JA0100
 JA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0100.See file dsdata.pdf to determine how the superseded data were derived.
 JA0100
 JA0100_MARKER: DR = REFERENCE MARK DISK
 JA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0100_STAMPING: COX NO 1 1946
 JA0100_MARK LOGO: CGS
 JA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0100+STABILITY: SURFACE MOTION
 JA0100
 JA0100  HISTORY     - Date     Condition        Report By
 JA0100  HISTORY     - 1946     MONUMENTED       CGS
 JA0100  HISTORY     - 1965     GOOD             CGS
 JA0100  HISTORY     - 20141008 GOOD             GEOCAC
 JA0100
 JA0100                          STATION DESCRIPTION
 JA0100
 JA0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0100'2 MI S FROM PAOLI.
 JA0100'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0100'AT PAOLI, IN SECTION 12, T 1 N, R 1 W, 147 FEET SOUTHEAST OF THE
 JA0100'CENTER LINE OF THE HIGHWAY, 107 FEET EAST OF STATION COX 1946,
 JA0100'59 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FOUNDATION OF
 JA0100'A WATER FOUNTAIN, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 JA0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0100
 JA0100                          STATION RECOVERY (2014)
 JA0100
 JA0100'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0100'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0099 ***********************************************************************
 JA0099  DESIGNATION -  COX RM 2
 JA0099  PID         -  JA0099
 JA0099  STATE/COUNTY-  IN/ORANGE
 JA0099  COUNTRY     -  US
 JA0099  USGS QUAD   -  PAOLI (2019)
 JA0099
 JA0099                         *CURRENT SURVEY CONTROL
 JA0099  ______________________________________________________________________
 JA0099* NAD 83(1986) POSITION- 38 32 03.88   (N) 086 27 30.10   (W)   HD_HELD1
 JA0099* NAVD 88 ORTHO HEIGHT -   254.099 (meters)      833.66  (feet) ADJUSTED
 JA0099  ______________________________________________________________________
 JA0099  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 JA0099  DYNAMIC HEIGHT  -        253.925 (meters)      833.09  (feet) COMP
 JA0099  MODELED GRAVITY -    979,936.6   (mgal)                       NAVD 88
 JA0099
 JA0099  VERT ORDER      -  FIRST     CLASS II
 JA0099
 JA0099.The horizontal coordinates were determined by differentially corrected
 JA0099.hand held GPS observations or other comparable positioning techniques
 JA0099.and have an estimated accuracy of +/- 3 meters.
 JA0099
 JA0099.The orthometric height was determined by differential leveling and
 JA0099.adjusted by the NATIONAL GEODETIC SURVEY
 JA0099.in June 1991.
 JA0099
 JA0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0099.GEOID18 height accuracy estimate available here.
 JA0099
 JA0099.Click photographs - Photos may exist for this station.
 JA0099
 JA0099.The dynamic height is computed by dividing the NAVD 88
 JA0099.geopotential number by the normal gravity value computed on the
 JA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0099.degrees latitude (g = 980.6199 gals.).
 JA0099
 JA0099.The modeled gravity was interpolated from observed gravity values.
 JA0099
 JA0099;                    North         East    Units  Estimated Accuracy
 JA0099;SPC IN W     -   364,997.7     954,490.5     MT  (+/- 3 meters HH1 GPS) 
 JA0099
 JA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4720765250(NAD 83)
 JA0099
 JA0099                          SUPERSEDED SURVEY CONTROL
 JA0099
 JA0099  NGVD 29 (??/??/92)  254.203  (m)          834.00   (f) ADJ UNCH    1 2
 JA0099
 JA0099.Superseded values are not recommended for survey control.
 JA0099
 JA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0099.See file dsdata.pdf to determine how the superseded data were derived.
 JA0099
 JA0099_MARKER: DR = REFERENCE MARK DISK
 JA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0099_STAMPING: COX NO 2 1946
 JA0099_MARK LOGO: CGS
 JA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0099+STABILITY: SURFACE MOTION
 JA0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0099+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 JA0099
 JA0099  HISTORY     - Date     Condition        Report By
 JA0099  HISTORY     - 1946     MONUMENTED       CGS
 JA0099  HISTORY     - 1965     GOOD             CGS
 JA0099  HISTORY     - 20141008 GOOD             GEOCAC
 JA0099
 JA0099                          STATION DESCRIPTION
 JA0099
 JA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0099'2 MI S FROM PAOLI.
 JA0099'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0099'AT PAOLI, IN SECTION 12, T 1 N, R 1 W, 30 FEET EAST OF THE CENTER
 JA0099'LINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF THE
 JA0099'PIONEER MOTHERS MEMORIAL PARK ROAD, 83 FEET NORTH OF STATION COX
 JA0099'1946, 10 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 JA0099'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0099
 JA0099                          STATION RECOVERY (2014)
 JA0099
 JA0099'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0099'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0419 ***********************************************************************
 JA0419  DESIGNATION -  CRA 17
 JA0419  PID         -  JA0419
 JA0419  STATE/COUNTY-  IN/CRAWFORD
 JA0419  COUNTRY     -  US
 JA0419  USGS QUAD   -  BEECHWOOD (2019)
 JA0419
 JA0419                         *CURRENT SURVEY CONTROL
 JA0419  ______________________________________________________________________
 JA0419* NAD 83(1986) POSITION- 38 12 54.     (N) 086 27 09.     (W)   SCALED
 JA0419* NAVD 88 ORTHO HEIGHT -   132.334 (meters)      434.17  (feet) ADJUSTED
 JA0419  ______________________________________________________________________
 JA0419  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 JA0419  DYNAMIC HEIGHT  -        132.240 (meters)      433.86  (feet) COMP
 JA0419  MODELED GRAVITY -    979,924.2   (mgal)                       NAVD 88
 JA0419
 JA0419  VERT ORDER      -  FIRST     CLASS II
 JA0419
 JA0419.The horizontal coordinates were scaled from a map and have
 JA0419.an estimated accuracy of +/- 6 seconds.
 JA0419
 JA0419.The orthometric height was determined by differential leveling and
 JA0419.adjusted by the NATIONAL GEODETIC SURVEY
 JA0419.in June 1991.
 JA0419
 JA0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0419.GEOID18 height accuracy estimate available here.
 JA0419
 JA0419.Click photographs - Photos may exist for this station.
 JA0419
 JA0419.The dynamic height is computed by dividing the NAVD 88
 JA0419.geopotential number by the normal gravity value computed on the
 JA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0419.degrees latitude (g = 980.6199 gals.).
 JA0419
 JA0419.The modeled gravity was interpolated from observed gravity values.
 JA0419
 JA0419;                    North         East    Units  Estimated Accuracy
 JA0419;SPC IN W     -   329,550.      955,240.      MT  (+/- 180 meters Scaled)
 JA0419
 JA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479298(NAD 83)
 JA0419
 JA0419                          SUPERSEDED SURVEY CONTROL
 JA0419
 JA0419  NGVD 29 (??/??/92)  132.45   (m)          434.5    (f) COMPUTED    1 2
 JA0419
 JA0419.Superseded values are not recommended for survey control.
 JA0419
 JA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0419.See file dsdata.pdf to determine how the superseded data were derived.
 JA0419
 JA0419_MARKER: DB = BENCH MARK DISK
 JA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0419_SP_SET: BRIDGE
 JA0419_STAMPING: CRA 17 1963
 JA0419_MARK LOGO: INFCC
 JA0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0419
 JA0419  HISTORY     - Date     Condition        Report By
 JA0419  HISTORY     - 1963     MONUMENTED       INFCC
 JA0419  HISTORY     - 1965     GOOD             CGS
 JA0419  HISTORY     - 20091223 MARK NOT FOUND   GEOCAC
 JA0419
 JA0419                          STATION DESCRIPTION
 JA0419
 JA0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0419'1.4 MI E FROM SULPHUR.
 JA0419'1.4 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0419'SULPHUR, IN SECTION 31, T 3 S, R 1 E, 14 FEET NORTH OF THE
 JA0419'CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 1.7 FEET WEST
 JA0419'OF THE EAST END OF THE NORTH CONCRETE CURBING OF A CONCRETE BRIDGE,
 JA0419'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0419
 JA0419                          STATION RECOVERY (2009)
 JA0419
 JA0419'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA0419'THE BRIDGE HAS BEEN REMOVED, AND THE HIGHWAY SHIFTED TO A NEW
 JA0419'ALIGNMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0411 ***********************************************************************
 JA0411  DESIGNATION -  CRA 19
 JA0411  PID         -  JA0411
 JA0411  STATE/COUNTY-  IN/CRAWFORD
 JA0411  COUNTRY     -  US
 JA0411  USGS QUAD   -  BEECHWOOD (2019)
 JA0411
 JA0411                         *CURRENT SURVEY CONTROL
 JA0411  ______________________________________________________________________
 JA0411* NAD 83(1986) POSITION- 38 14 35.     (N) 086 27 50.     (W)   SCALED
 JA0411* NAVD 88 ORTHO HEIGHT -   135.633 (meters)      444.99  (feet) ADJUSTED
 JA0411  ______________________________________________________________________
 JA0411  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 JA0411  DYNAMIC HEIGHT  -        135.538 (meters)      444.68  (feet) COMP
 JA0411  MODELED GRAVITY -    979,923.8   (mgal)                       NAVD 88
 JA0411
 JA0411  VERT ORDER      -  FIRST     CLASS II
 JA0411
 JA0411.The horizontal coordinates were scaled from a map and have
 JA0411.an estimated accuracy of +/- 6 seconds.
 JA0411
 JA0411.The orthometric height was determined by differential leveling and
 JA0411.adjusted by the NATIONAL GEODETIC SURVEY
 JA0411.in June 1991.
 JA0411
 JA0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0411.GEOID18 height accuracy estimate available here.
 JA0411
 JA0411.Click photographs - Photos may exist for this station.
 JA0411
 JA0411.The dynamic height is computed by dividing the NAVD 88
 JA0411.geopotential number by the normal gravity value computed on the
 JA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0411.degrees latitude (g = 980.6199 gals.).
 JA0411
 JA0411.The modeled gravity was interpolated from observed gravity values.
 JA0411
 JA0411;                    North         East    Units  Estimated Accuracy
 JA0411;SPC IN W     -   332,650.      954,230.      MT  (+/- 180 meters Scaled)
 JA0411
 JA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469329(NAD 83)
 JA0411
 JA0411                          SUPERSEDED SURVEY CONTROL
 JA0411
 JA0411  NGVD 29 (??/??/92)  135.74   (m)          445.3    (f) COMPUTED    1 2
 JA0411
 JA0411.Superseded values are not recommended for survey control.
 JA0411
 JA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0411.See file dsdata.pdf to determine how the superseded data were derived.
 JA0411
 JA0411_MARKER: DB = BENCH MARK DISK
 JA0411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0411_SP_SET: CULVERT
 JA0411_STAMPING: CRA 19 1963
 JA0411_MARK LOGO: INFCC
 JA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0411+STABILITY: SURFACE MOTION
 JA0411
 JA0411  HISTORY     - Date     Condition        Report By
 JA0411  HISTORY     - 1963     MONUMENTED       INFCC
 JA0411  HISTORY     - 1965     GOOD             CGS
 JA0411
 JA0411                          STATION DESCRIPTION
 JA0411
 JA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0411'1.3 MI N FROM SULPHUR.
 JA0411'1.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0411'SULPHUR, IN SECTION 24, T 3 S, R 1 W, 15 1/2 FEET WEST OF THE
 JA0411'HIGHWAY SET IN TOP OF THE SOUTHWEST END OF THE WEST CONCRETE
 JA0411'ABUTMENT OF A CULVERT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 JA0411'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0506 ***********************************************************************
 JA0506  DESIGNATION -  CRA 2
 JA0506  PID         -  JA0506
 JA0506  STATE/COUNTY-  IN/CRAWFORD
 JA0506  COUNTRY     -  US
 JA0506  USGS QUAD   -  BEECHWOOD (2019)
 JA0506
 JA0506                         *CURRENT SURVEY CONTROL
 JA0506  ______________________________________________________________________
 JA0506* NAD 83(1986) POSITION- 38 12 37.     (N) 086 29 08.     (W)   SCALED
 JA0506* NAVD 88 ORTHO HEIGHT -   149.588 (meters)      490.77  (feet) ADJUSTED
 JA0506  ______________________________________________________________________
 JA0506  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JA0506  DYNAMIC HEIGHT  -        149.481 (meters)      490.42  (feet) COMP
 JA0506  MODELED GRAVITY -    979,916.0   (mgal)                       NAVD 88
 JA0506
 JA0506  VERT ORDER      -  FIRST     CLASS II
 JA0506
 JA0506.The horizontal coordinates were scaled from a map and have
 JA0506.an estimated accuracy of +/- 6 seconds.
 JA0506
 JA0506.The orthometric height was determined by differential leveling and
 JA0506.adjusted by the NATIONAL GEODETIC SURVEY
 JA0506.in June 1991.
 JA0506
 JA0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0506.GEOID18 height accuracy estimate available here.
 JA0506
 JA0506.Click photographs - Photos may exist for this station.
 JA0506
 JA0506.The dynamic height is computed by dividing the NAVD 88
 JA0506.geopotential number by the normal gravity value computed on the
 JA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0506.degrees latitude (g = 980.6199 gals.).
 JA0506
 JA0506.The modeled gravity was interpolated from observed gravity values.
 JA0506
 JA0506;                    North         East    Units  Estimated Accuracy
 JA0506;SPC IN W     -   329,000.      952,350.      MT  (+/- 180 meters Scaled)
 JA0506
 JA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH450292(NAD 83)
 JA0506
 JA0506                          SUPERSEDED SURVEY CONTROL
 JA0506
 JA0506  NGVD 29 (??/??/92)  149.690  (m)          491.11   (f) ADJ UNCH    1 2
 JA0506
 JA0506.Superseded values are not recommended for survey control.
 JA0506
 JA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0506.See file dsdata.pdf to determine how the superseded data were derived.
 JA0506
 JA0506_MARKER: DB = BENCH MARK DISK
 JA0506_SETTING: 66 = SET IN ROCK OUTCROP
 JA0506_STAMPING: CRA 2 1963
 JA0506_MARK LOGO: INFCC
 JA0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0506+STABILITY: POSITION/ELEVATION WELL
 JA0506
 JA0506  HISTORY     - Date     Condition        Report By
 JA0506  HISTORY     - 1963     MONUMENTED       INFCC
 JA0506  HISTORY     - 1965     GOOD             CGS
 JA0506
 JA0506                          STATION DESCRIPTION
 JA0506
 JA0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0506'2.4 MI SW FROM SULPHUR.
 JA0506'1.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0506'SULPHUR, THENCE 0.6 MILE SOUTHWEST AND THEN WEST ALONG A GRAVELED
 JA0506'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN
 JA0506'SECTION 35, T 3 S, R 1 W, 100 FEET NORTH OF THE CENTER LINE OF
 JA0506'THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 22 FEET NORTHWEST OF
 JA0506'THE SOUTHWEST CORNER OF THE ROCK OUTCROP, 13 FEET SOUTHEAST OF
 JA0506'A FAULT LINE, AND ABOUT 50 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0410 ***********************************************************************
 JA0410  DESIGNATION -  CRA 20
 JA0410  PID         -  JA0410
 JA0410  STATE/COUNTY-  IN/CRAWFORD
 JA0410  COUNTRY     -  US
 JA0410  USGS QUAD   -  BEECHWOOD (2019)
 JA0410
 JA0410                         *CURRENT SURVEY CONTROL
 JA0410  ______________________________________________________________________
 JA0410* NAD 83(1986) POSITION- 38 14 49.     (N) 086 28 24.     (W)   SCALED
 JA0410* NAVD 88 ORTHO HEIGHT -   133.094 (meters)      436.66  (feet) ADJUSTED
 JA0410  ______________________________________________________________________
 JA0410  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 JA0410  DYNAMIC HEIGHT  -        133.000 (meters)      436.35  (feet) COMP
 JA0410  MODELED GRAVITY -    979,926.6   (mgal)                       NAVD 88
 JA0410
 JA0410  VERT ORDER      -  FIRST     CLASS II
 JA0410
 JA0410.The horizontal coordinates were scaled from a map and have
 JA0410.an estimated accuracy of +/- 6 seconds.
 JA0410
 JA0410.The orthometric height was determined by differential leveling and
 JA0410.adjusted by the NATIONAL GEODETIC SURVEY
 JA0410.in June 1991.
 JA0410
 JA0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0410.GEOID18 height accuracy estimate available here.
 JA0410
 JA0410.Click photographs - Photos may exist for this station.
 JA0410
 JA0410.The dynamic height is computed by dividing the NAVD 88
 JA0410.geopotential number by the normal gravity value computed on the
 JA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0410.degrees latitude (g = 980.6199 gals.).
 JA0410
 JA0410.The modeled gravity was interpolated from observed gravity values.
 JA0410
 JA0410;                    North         East    Units  Estimated Accuracy
 JA0410;SPC IN W     -   333,080.      953,400.      MT  (+/- 180 meters Scaled)
 JA0410
 JA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH460333(NAD 83)
 JA0410
 JA0410                          SUPERSEDED SURVEY CONTROL
 JA0410
 JA0410  NGVD 29 (??/??/92)  133.20   (m)          437.0    (f) COMPUTED    1 2
 JA0410
 JA0410.Superseded values are not recommended for survey control.
 JA0410
 JA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0410.See file dsdata.pdf to determine how the superseded data were derived.
 JA0410
 JA0410_MARKER: DB = BENCH MARK DISK
 JA0410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0410_SP_SET: CULVERT HEADWALL
 JA0410_STAMPING: CRA 20 1963
 JA0410_MARK LOGO: INFCC
 JA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0410+STABILITY: SURFACE MOTION
 JA0410
 JA0410  HISTORY     - Date     Condition        Report By
 JA0410  HISTORY     - 1963     MONUMENTED       INFCC
 JA0410  HISTORY     - 1965     GOOD             CGS
 JA0410
 JA0410                          STATION DESCRIPTION
 JA0410
 JA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0410'2 MI N FROM SULPHUR.
 JA0410'2.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0410'SULPHUR, IN SECTION 24, T 3 S, R 1 W, 15 1/2 FEET EAST OF THE
 JA0410'CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE SOUTH END OF THE
 JA0410'NORTHEAST CONCRETE HEADWALL OF A LARGE CULVERT, AND ABOUT 1/2 FOOT
 JA0410'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0406 ***********************************************************************
 JA0406  DESIGNATION -  CRA 21
 JA0406  PID         -  JA0406
 JA0406  STATE/COUNTY-  IN/CRAWFORD
 JA0406  COUNTRY     -  US
 JA0406  USGS QUAD   -  ENGLISH (2019)
 JA0406
 JA0406                         *CURRENT SURVEY CONTROL
 JA0406  ______________________________________________________________________
 JA0406* NAD 83(1986) POSITION- 38 15 34.     (N) 086 28 32.     (W)   SCALED
 JA0406* NAVD 88 ORTHO HEIGHT -   135.961 (meters)      446.07  (feet) ADJUSTED
 JA0406  ______________________________________________________________________
 JA0406  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 JA0406  DYNAMIC HEIGHT  -        135.866 (meters)      445.75  (feet) COMP
 JA0406  MODELED GRAVITY -    979,928.6   (mgal)                       NAVD 88
 JA0406
 JA0406  VERT ORDER      -  FIRST     CLASS II
 JA0406
 JA0406.The horizontal coordinates were scaled from a map and have
 JA0406.an estimated accuracy of +/- 6 seconds.
 JA0406
 JA0406.The orthometric height was determined by differential leveling and
 JA0406.adjusted by the NATIONAL GEODETIC SURVEY
 JA0406.in June 1991.
 JA0406
 JA0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0406.GEOID18 height accuracy estimate available here.
 JA0406
 JA0406.Click photographs - Photos may exist for this station.
 JA0406
 JA0406.The dynamic height is computed by dividing the NAVD 88
 JA0406.geopotential number by the normal gravity value computed on the
 JA0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0406.degrees latitude (g = 980.6199 gals.).
 JA0406
 JA0406.The modeled gravity was interpolated from observed gravity values.
 JA0406
 JA0406;                    North         East    Units  Estimated Accuracy
 JA0406;SPC IN W     -   334,470.      953,190.      MT  (+/- 180 meters Scaled)
 JA0406
 JA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458347(NAD 83)
 JA0406
 JA0406                          SUPERSEDED SURVEY CONTROL
 JA0406
 JA0406  NGVD 29 (??/??/92)  136.07   (m)          446.4    (f) COMPUTED    1 2
 JA0406
 JA0406.Superseded values are not recommended for survey control.
 JA0406
 JA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0406.See file dsdata.pdf to determine how the superseded data were derived.
 JA0406
 JA0406_MARKER: DB = BENCH MARK DISK
 JA0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0406_SP_SET: BRIDGE
 JA0406_STAMPING: CRA 21 1963
 JA0406_MARK LOGO: INFCC
 JA0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0406
 JA0406  HISTORY     - Date     Condition        Report By
 JA0406  HISTORY     - 1963     MONUMENTED       INFCC
 JA0406  HISTORY     - 1965     GOOD             CGS
 JA0406
 JA0406                          STATION DESCRIPTION
 JA0406
 JA0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0406'3.1 MI N FROM SULPHUR.
 JA0406'3.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0406'SULPHUR, OR ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM
 JA0406'THE POST OFFICE AT GRANTSBURG, IN SECTION 13, T 3 S, R 1 W,
 JA0406'10 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 JA0406'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE
 JA0406'HIGHWAY BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0400 ***********************************************************************
 JA0400  DESIGNATION -  CRA 22
 JA0400  PID         -  JA0400
 JA0400  STATE/COUNTY-  IN/CRAWFORD
 JA0400  COUNTRY     -  US
 JA0400  USGS QUAD   -  ENGLISH (2019)
 JA0400
 JA0400                         *CURRENT SURVEY CONTROL
 JA0400  ______________________________________________________________________
 JA0400* NAD 83(1986) POSITION- 38 16 54.     (N) 086 28 03.     (W)   SCALED
 JA0400* NAVD 88 ORTHO HEIGHT -   141.298 (meters)      463.58  (feet) ADJUSTED
 JA0400  ______________________________________________________________________
 JA0400  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 JA0400  DYNAMIC HEIGHT  -        141.198 (meters)      463.25  (feet) COMP
 JA0400  MODELED GRAVITY -    979,924.7   (mgal)                       NAVD 88
 JA0400
 JA0400  VERT ORDER      -  FIRST     CLASS II
 JA0400
 JA0400.The horizontal coordinates were scaled from a map and have
 JA0400.an estimated accuracy of +/- 6 seconds.
 JA0400
 JA0400.The orthometric height was determined by differential leveling and
 JA0400.adjusted by the NATIONAL GEODETIC SURVEY
 JA0400.in June 1991.
 JA0400
 JA0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0400.GEOID18 height accuracy estimate available here.
 JA0400
 JA0400.Click photographs - Photos may exist for this station.
 JA0400
 JA0400.The dynamic height is computed by dividing the NAVD 88
 JA0400.geopotential number by the normal gravity value computed on the
 JA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0400.degrees latitude (g = 980.6199 gals.).
 JA0400
 JA0400.The modeled gravity was interpolated from observed gravity values.
 JA0400
 JA0400;                    North         East    Units  Estimated Accuracy
 JA0400;SPC IN W     -   336,940.      953,880.      MT  (+/- 180 meters Scaled)
 JA0400
 JA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465372(NAD 83)
 JA0400
 JA0400                          SUPERSEDED SURVEY CONTROL
 JA0400
 JA0400  NGVD 29 (??/??/92)  141.40   (m)          463.9    (f) COMPUTED    1 2
 JA0400
 JA0400.Superseded values are not recommended for survey control.
 JA0400
 JA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0400.See file dsdata.pdf to determine how the superseded data were derived.
 JA0400
 JA0400_MARKER: DB = BENCH MARK DISK
 JA0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0400_SP_SET: BRIDGE
 JA0400_STAMPING: CRA 22 1963
 JA0400_MARK LOGO: INFCC
 JA0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0400
 JA0400  HISTORY     - Date     Condition        Report By
 JA0400  HISTORY     - 1963     MONUMENTED       INFCC
 JA0400  HISTORY     - 1965     GOOD             CGS
 JA0400
 JA0400                          STATION DESCRIPTION
 JA0400
 JA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0400'0.5 MI N FROM GRANTSBURG.
 JA0400'0.5 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0400'GRANTSBURG, IN SECTION 1, T 2 S, R 1 W, 12 FEET NORTHEAST OF THE
 JA0400'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END
 JA0400'OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE, ABOUT LEVEL WITH
 JA0400'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0397 ***********************************************************************
 JA0397  DESIGNATION -  CRA 24
 JA0397  PID         -  JA0397
 JA0397  STATE/COUNTY-  IN/CRAWFORD
 JA0397  COUNTRY     -  US
 JA0397  USGS QUAD   -  ENGLISH (2019)
 JA0397
 JA0397                         *CURRENT SURVEY CONTROL
 JA0397  ______________________________________________________________________
 JA0397* NAD 83(1986) POSITION- 38 18 35.     (N) 086 27 40.     (W)   SCALED
 JA0397* NAVD 88 ORTHO HEIGHT -   238.558 (meters)      782.67  (feet) ADJUSTED
 JA0397  ______________________________________________________________________
 JA0397  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 JA0397  DYNAMIC HEIGHT  -        238.391 (meters)      782.12  (feet) COMP
 JA0397  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 JA0397
 JA0397  VERT ORDER      -  FIRST     CLASS II
 JA0397
 JA0397.The horizontal coordinates were scaled from a map and have
 JA0397.an estimated accuracy of +/- 6 seconds.
 JA0397
 JA0397.The orthometric height was determined by differential leveling and
 JA0397.adjusted by the NATIONAL GEODETIC SURVEY
 JA0397.in June 1991.
 JA0397
 JA0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0397.GEOID18 height accuracy estimate available here.
 JA0397
 JA0397.Click photographs - Photos may exist for this station.
 JA0397
 JA0397.The dynamic height is computed by dividing the NAVD 88
 JA0397.geopotential number by the normal gravity value computed on the
 JA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0397.degrees latitude (g = 980.6199 gals.).
 JA0397
 JA0397.The modeled gravity was interpolated from observed gravity values.
 JA0397
 JA0397;                    North         East    Units  Estimated Accuracy
 JA0397;SPC IN W     -   340,060.      954,420.      MT  (+/- 180 meters Scaled)
 JA0397
 JA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH471403(NAD 83)
 JA0397
 JA0397                          SUPERSEDED SURVEY CONTROL
 JA0397
 JA0397  NGVD 29 (??/??/92)  238.67   (m)          783.0    (f) COMPUTED    1 2
 JA0397
 JA0397.Superseded values are not recommended for survey control.
 JA0397
 JA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0397.See file dsdata.pdf to determine how the superseded data were derived.
 JA0397
 JA0397_MARKER: DB = BENCH MARK DISK
 JA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0397_STAMPING: CRA 24 1963
 JA0397_MARK LOGO: INFCC
 JA0397_PROJECTION: PROJECTING 3 CENTIMETERS
 JA0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0397+STABILITY: SURFACE MOTION
 JA0397
 JA0397  HISTORY     - Date     Condition        Report By
 JA0397  HISTORY     - 1963     MONUMENTED       INFCC
 JA0397  HISTORY     - 1965     GOOD             CGS
 JA0397
 JA0397                          STATION DESCRIPTION
 JA0397
 JA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0397'2.8 MI S FROM ENGLISH.
 JA0397'2.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0397'ENGLISH, OR ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE
 JA0397'POST OFFICE AT GRANTSBURG, IN SECTION 25, T 2 S, R 1 W, 27 FEET
 JA0397'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 147 FEET SOUTHEAST
 JA0397'OF THE SOUTHEAST CORNER OF A HOUSE, 247 FEET SOUTHWEST OF THE
 JA0397'CENTER LINE OF A DRIVEWAY, 1.4 FEET WEST OF A TELEPHONE POLE,
 JA0397'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0397'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0287 ***********************************************************************
 JA0287  DESIGNATION -  CRA 27 INFC
 JA0287  PID         -  JA0287
 JA0287  STATE/COUNTY-  IN/CRAWFORD
 JA0287  COUNTRY     -  US
 JA0287  USGS QUAD   -  ENGLISH (2019)
 JA0287
 JA0287                         *CURRENT SURVEY CONTROL
 JA0287  ______________________________________________________________________
 JA0287* NAD 83(1986) POSITION- 38 19 41.     (N) 086 28 30.     (W)   SCALED
 JA0287* NAVD 88 ORTHO HEIGHT -   168.794 (meters)      553.79  (feet) ADJUSTED
 JA0287  ______________________________________________________________________
 JA0287  GEOID HEIGHT    -        -33.230 (meters)                     GEOID18
 JA0287  DYNAMIC HEIGHT  -        168.676 (meters)      553.40  (feet) COMP
 JA0287  MODELED GRAVITY -    979,927.7   (mgal)                       NAVD 88
 JA0287
 JA0287  VERT ORDER      -  FIRST     CLASS II
 JA0287
 JA0287.The horizontal coordinates were scaled from a map and have
 JA0287.an estimated accuracy of +/- 6 seconds.
 JA0287
 JA0287.The orthometric height was determined by differential leveling and
 JA0287.adjusted by the NATIONAL GEODETIC SURVEY
 JA0287.in June 1991.
 JA0287
 JA0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0287.GEOID18 height accuracy estimate available here.
 JA0287
 JA0287.Click photographs - Photos may exist for this station.
 JA0287
 JA0287.The dynamic height is computed by dividing the NAVD 88
 JA0287.geopotential number by the normal gravity value computed on the
 JA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0287.degrees latitude (g = 980.6199 gals.).
 JA0287
 JA0287.The modeled gravity was interpolated from observed gravity values.
 JA0287
 JA0287;                    North         East    Units  Estimated Accuracy
 JA0287;SPC IN W     -   342,080.      953,190.      MT  (+/- 180 meters Scaled)
 JA0287
 JA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458423(NAD 83)
 JA0287
 JA0287                          SUPERSEDED SURVEY CONTROL
 JA0287
 JA0287  NGVD 29 (??/??/92)  168.904  (m)          554.15   (f) ADJ UNCH    1 2
 JA0287
 JA0287.Superseded values are not recommended for survey control.
 JA0287
 JA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0287.See file dsdata.pdf to determine how the superseded data were derived.
 JA0287
 JA0287_MARKER: DB = BENCH MARK DISK
 JA0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0287_SP_SET: BRIDGE
 JA0287_STAMPING: CRA 27 1963
 JA0287_MARK LOGO: INFCC
 JA0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0287
 JA0287  HISTORY     - Date     Condition        Report By
 JA0287  HISTORY     - 1963     MONUMENTED       INFCC
 JA0287  HISTORY     - 1965     GOOD             CGS
 JA0287
 JA0287                          STATION DESCRIPTION
 JA0287
 JA0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0287'0.8 MI W FROM ENGLISH.
 JA0287'0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0287'ENGLISH, IN SECTION 24, T 2 S, R 1 W, 8 FEET NORTHWEST OF THE
 JA0287'NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 JA0287'NORTHEAST ABUTMENT OF THE BRIDGE OVER LITTLE BLUE RIVER, ABOUT
 JA0287'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0533 ***********************************************************************
 JA0533  DESIGNATION -  CRA 31
 JA0533  PID         -  JA0533
 JA0533  STATE/COUNTY-  IN/CRAWFORD
 JA0533  COUNTRY     -  US
 JA0533  USGS QUAD   -  BIRDSEYE (2019)
 JA0533
 JA0533                         *CURRENT SURVEY CONTROL
 JA0533  ______________________________________________________________________
 JA0533* NAD 83(1986) POSITION- 38 19 33.     (N) 086 37 29.     (W)   SCALED
 JA0533* NAVD 88 ORTHO HEIGHT -   221.157 (meters)      725.58  (feet) ADJUSTED
 JA0533  ______________________________________________________________________
 JA0533  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 JA0533  DYNAMIC HEIGHT  -        221.004 (meters)      725.08  (feet) COMP
 JA0533  MODELED GRAVITY -    979,932.9   (mgal)                       NAVD 88
 JA0533
 JA0533  VERT ORDER      -  FIRST     CLASS II
 JA0533
 JA0533.The horizontal coordinates were scaled from a map and have
 JA0533.an estimated accuracy of +/- 6 seconds.
 JA0533
 JA0533.The orthometric height was determined by differential leveling and
 JA0533.adjusted by the NATIONAL GEODETIC SURVEY
 JA0533.in June 1991.
 JA0533
 JA0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0533.GEOID18 height accuracy estimate available here.
 JA0533
 JA0533.Click photographs - Photos may exist for this station.
 JA0533
 JA0533.The dynamic height is computed by dividing the NAVD 88
 JA0533.geopotential number by the normal gravity value computed on the
 JA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0533.degrees latitude (g = 980.6199 gals.).
 JA0533
 JA0533.The modeled gravity was interpolated from observed gravity values.
 JA0533
 JA0533;                    North         East    Units  Estimated Accuracy
 JA0533;SPC IN W     -   341,760.      940,100.      MT  (+/- 180 meters Scaled)
 JA0533
 JA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH328420(NAD 83)
 JA0533
 JA0533                          SUPERSEDED SURVEY CONTROL
 JA0533
 JA0533  NGVD 29 (??/??/92)  221.264  (m)          725.93   (f) ADJ UNCH    1 2
 JA0533
 JA0533.Superseded values are not recommended for survey control.
 JA0533
 JA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0533.See file dsdata.pdf to determine how the superseded data were derived.
 JA0533
 JA0533_MARKER: DB = BENCH MARK DISK
 JA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0533_STAMPING: CRA 31 1963
 JA0533_MARK LOGO: INFCC
 JA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0533+STABILITY: SURFACE MOTION
 JA0533
 JA0533  HISTORY     - Date     Condition        Report By
 JA0533  HISTORY     - 1963     MONUMENTED       INFCC
 JA0533  HISTORY     - 1965     GOOD             CGS
 JA0533  HISTORY     - 20131220 GOOD             GEOCAC
 JA0533  HISTORY     - 20230126 MARK NOT FOUND   INDOT
 JA0533
 JA0533                          STATION DESCRIPTION
 JA0533
 JA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0533'0.8 MI NW FROM ECKERTY.
 JA0533'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0533'OFFICE AT ECKERTY, IN SECTION 22, T 2 S, R 2 W, 30 FEET SOUTHEAST
 JA0533'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 16 1/2
 JA0533'FEET SOUTH OF THE SOUTH RAIL, 24 FEET EAST OF THE CENTER LINE
 JA0533'OF THE ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JA0533'BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE
 JA0533'POST.
 JA0533
 JA0533                          STATION RECOVERY (2013)
 JA0533
 JA0533'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0533'MARK FOUND IN GOOD CONDITION
 JA0533
 JA0533                          STATION RECOVERY (2023)
 JA0533
 JA0533'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (GK)
 JA0533'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2164 ***********************************************************************
 HZ2164  DESIGNATION -  CRAB
 HZ2164  PID         -  HZ2164
 HZ2164  STATE/COUNTY-  IN/CLARK
 HZ2164  COUNTRY     -  US
 HZ2164  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2164
 HZ2164                         *CURRENT SURVEY CONTROL
 HZ2164  ______________________________________________________________________
 HZ2164* NAD 83(1997) POSITION- 38 26 01.50218(N) 085 42 23.46686(W)   ADJUSTED
 HZ2164* NAVD 88 ORTHO HEIGHT -   171.    (meters)      561.    (feet) SCALED
 HZ2164  ______________________________________________________________________
 HZ2164  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 HZ2164  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 HZ2164  HORZ ORDER      -  THIRD
 HZ2164
 HZ2164.The horizontal coordinates were established by classical geodetic methods
 HZ2164.and adjusted by the National Geodetic Survey in May 1999.
 HZ2164
 HZ2164.The orthometric height was scaled from a topographic map.
 HZ2164
 HZ2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2164.GEOID18 height accuracy estimate available here.
 HZ2164
 HZ2164.Click photographs - Photos may exist for this station.
 HZ2164
 HZ2164.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2164
 HZ2164. The following values were computed from the NAD 83(1997) position.
 HZ2164
 HZ2164;                    North         East     Units Scale Factor Converg.
 HZ2164;SPC IN E     -   353,639.745    96,520.542   MT  0.99996682   -0 01 29.2
 HZ2164;SPC IN E     - 1,160,233.06    316,667.81   sFT  0.99996682   -0 01 29.2
 HZ2164;SPC KY1Z     - 1,233,114.762 1,503,796.295   MT  0.99995217   +0 01 36.1
 HZ2164;SPC KY1Z     - 4,045,644.01  4,933,705.01   sFT  0.99995217   +0 01 36.1
 HZ2164;SPC KY N     -   104,649.047   372,837.664   MT  0.99996225   -0 54 21.8
 HZ2164;SPC KY N     -   343,336.08  1,223,218.24   sFT  0.99996225   -0 54 21.8
 HZ2164;UTM  16      - 4,254,734.539   612,894.266   MT  0.99975696   +0 48 14.8
 HZ2164
 HZ2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2164!SPC IN E     -   0.99997846  x   0.99996682  =   0.99994528
 HZ2164!SPC KY1Z     -   0.99997846  x   0.99995217  =   0.99993063
 HZ2164!SPC KY N     -   0.99997846  x   0.99996225  =   0.99994071
 HZ2164!UTM  16      -   0.99997846  x   0.99975696  =   0.99973542
 HZ2164
 HZ2164:                Primary Azimuth Mark                     Grid Az
 HZ2164:SPC IN E     -  CRAB AZ MK                               228 40 01.7
 HZ2164:SPC KY1Z     -  CRAB AZ MK                               228 36 56.4
 HZ2164:SPC KY N     -  CRAB AZ MK                               229 32 54.3
 HZ2164:UTM  16      -  CRAB AZ MK                               227 50 17.7
 HZ2164
 HZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1289454734(NAD 83)
 HZ2164
 HZ2164|---------------------------------------------------------------------|
 HZ2164| PID    Reference Object                     Distance      Geod. Az  |
 HZ2164|                                                           dddmmss.s |
 HZ2164| CG8409 CRAB RM 2                            20.905 METERS 00015     |
 HZ2164| CG8408 CRAB RM 1                            20.910 METERS 00017     |
 HZ2164| HZ2169 JENNING TERRACE WATER TANK          APPROX. 4.1 KM 0590513.7 |
 HZ2164| HZ2153 CHARLESTOWN MUNICIPAL TANK          APPROX. 4.2 KM 0731354.8 |
 HZ2164| HZ2163 INDIANA ORD WKS P H 1 W STK         APPROX. 3.5 KM 1075708.3 |
 HZ2164| HZ2159 INDIANA ORD WKS P H 1 E STK         APPROX. 3.5 KM 1084853.5 |
 HZ2164| HZ2165 TT 7 D                               19.235 METERS 11902     |
 HZ2164| CG8407 CRAB AZ MK                                         2283832.5 |
 HZ2164| HZ2271 SPEED LOUISVILLE CEMENT SE STK      APPROX. 4.4 KM 2390530.8 |
 HZ2164| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 4.5 KM 2400259.3 |
 HZ2164|---------------------------------------------------------------------|
 HZ2164
 HZ2164                          SUPERSEDED SURVEY CONTROL
 HZ2164
 HZ2164  NAD 83(1993)-  38 26 01.50258(N)    085 42 23.46687(W) AD(       ) 3
 HZ2164  NAD 83(1986)-  38 26 01.50557(N)    085 42 23.47315(W) AD(       ) 3
 HZ2164  NAD 27      -  38 26 01.27400(N)    085 42 23.60600(W) AD(       ) 3
 HZ2164
 HZ2164.Superseded values are not recommended for survey control.
 HZ2164
 HZ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2164.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2164
 HZ2164_MARKER: DS = TRIANGULATION STATION DISK
 HZ2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2164_STAMPING: CRAB 1947
 HZ2164_MARK LOGO: CGS
 HZ2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2164+STABILITY: SURFACE MOTION
 HZ2164
 HZ2164  HISTORY     - Date     Condition        Report By
 HZ2164  HISTORY     - 1947     MONUMENTED       CGS
 HZ2164  HISTORY     - 1976     GOOD             NGS
 HZ2164
 HZ2164                          STATION DESCRIPTION
 HZ2164
 HZ2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2164'THE STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF CHARLESTOWN AT
 HZ2164'A CROSSROAD AND AN ABANDONED SCHOOL HOUSE ON THE RIGHT. IT IS
 HZ2164'110 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 403, 103 FEET
 HZ2164'SOUTHWEST OF THE CENTERLINE OF A BLACK TOP ROAD, AND 46 FEET
 HZ2164'SOUTH OF A 3-FOOT ASH TREE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ2164'IS STAMPED CRAB 1947.
 HZ2164'
 HZ2164'REFERENCE MARK NO. 1 IS 68.60 FEET NORTH OF THE STATION, 64 FEET
 HZ2164'SOUTHWEST OF THE CENTERLINE OF THE BLACK TOP ROAD, 34 FEET
 HZ2164'NORTHWEST OF THE 3-FOOT ASH TREE, 1 FOOT SOUTHEAST OF A FENCE, AND 1
 HZ2164'FOOT SOUTHWEST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES,
 HZ2164'AND THE DISK IS STAMPED CRAB NO 1 1947.
 HZ2164'
 HZ2164'TT 7D 1937 USGS WAS USED AS A REFERENCE MARK. IT IS 63.11 FEET
 HZ2164'SOUTHEAST OF THE STATION, 75 FEET WEST OF THE CENTERLINE
 HZ2164'OF THE BLACKTOP ROAD, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 HZ2164'HIGHWAY. THE MARK PROJECTS 1 INCH, AND THE DISK IS A STANDARD
 HZ2164'USGS BRONZE B.M. STAMPED TT 7D 1937 561.
 HZ2164'
 HZ2164'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 47
 HZ2164'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 403, 18 FEET
 HZ2164'EAST OF A DRIVEWAY LEADING TO MR. HARRY GILLMANNS RESIDENCE, 2 FEET
 HZ2164'NORTHWEST OF A FENCE, AND 2 FEET NORTHEAST OF A WITNESS POST.
 HZ2164'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CRAB 1947.
 HZ2164'
 HZ2164'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF MAIN
 HZ2164'STREET AND STATE HIGHWAY 3 IN CHARLESTOWN, GO NORTH ON HIGHWAY 3
 HZ2164'FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAYS 3 AND 403, TURN LEFT
 HZ2164'ON HIGHWAY 403 AND GO 2.3 MILES TO THE ABANDONED SCHOOL HOUSE AT
 HZ2164'THE CROSSROAD AND THE STATION ON THE RIGHT.
 HZ2164'
 HZ2164'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 HZ2164'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2164'
 HZ2164'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2164
 HZ2164                          STATION RECOVERY (1976)
 HZ2164
 HZ2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2164'THE STATION MARK, AZIMUTH MARK AND BM TT 7D (USGS) WERE FOUND IN
 HZ2164'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK REMOVED
 HZ2164'FROM THE MONUMENT.  REFERENCE MARK WAS SET USING THE SAME MONUMENT
 HZ2164'THAT REFERENCE MARK 1 WAS IN.  THE DISTANCE TO TT 7D 1937 WAS
 HZ2164'LONGER BY 0.03 FOOT.  THE DIRECTION WAS LESS BY 34-SECONDS.
 HZ2164'
 HZ2164'THE DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE EXCEPTION.  THE
 HZ2164'TO REACH THE AZIMUTH MARK SHOULD BE GO SOUTHWEST ON THE HIGHWAY.
 HZ2164'
 HZ2164'REFERENCE MARK 2 IS 64 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED
 HZ2164'ROAD, 50 FEET SOUTHWEST OF A FENCE CORNER POST, 72 FEET WEST OF A
 HZ2164'POWER POLE AND 0.5 FOOT SOUTH OF A FENCELINE.  THE MONUMENT
 HZ2164'PROJECTS 6 INCHES AND THE DISK IS STAMPED CRAB 1947 NO 2 1976.
 HZ2164'
 HZ2164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-MILES SOUTHWEST
 HZ2164'OF CHARLESTOWN.
 HZ2164'
 HZ2164'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2364 ***********************************************************************
 ME2364  DESIGNATION -  CRAIG
 ME2364  PID         -  ME2364
 ME2364  STATE/COUNTY-  IN/STARKE
 ME2364  COUNTRY     -  US
 ME2364  USGS QUAD   -  BASS LAKE (2019)
 ME2364
 ME2364                         *CURRENT SURVEY CONTROL
 ME2364  ______________________________________________________________________
 ME2364* NAD 83(1997) POSITION- 41 12 57.44809(N) 086 37 15.44116(W)   ADJUSTED
 ME2364* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 ME2364  ______________________________________________________________________
 ME2364  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 ME2364  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 ME2364  HORZ ORDER      -  SECOND
 ME2364
 ME2364.The horizontal coordinates were established by classical geodetic methods
 ME2364.and adjusted by the National Geodetic Survey in May 1999.
 ME2364
 ME2364.The orthometric height was scaled from a topographic map.
 ME2364
 ME2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2364.GEOID18 height accuracy estimate available here.
 ME2364
 ME2364.Click photographs - Photos may exist for this station.
 ME2364
 ME2364.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2364
 ME2364. The following values were computed from the NAD 83(1997) position.
 ME2364
 ME2364;                    North         East     Units Scale Factor Converg.
 ME2364;SPC IN W     -   662,643.893   938,773.724   MT  0.99998516   +0 18 16.8
 ME2364;SPC IN W     - 2,174,024.17  3,079,960.13   sFT  0.99998516   +0 18 16.8
 ME2364;UTM  16      - 4,562,800.129   531,773.945   MT  0.99961242   +0 14 59.1
 ME2364
 ME2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2364!SPC IN W     -   0.99997144  x   0.99998516  =   0.99995660
 ME2364!UTM  16      -   0.99997144  x   0.99961242  =   0.99958387
 ME2364
 ME2364:                Primary Azimuth Mark                     Grid Az
 ME2364:SPC IN W     -  CRAIG AZ MK                              264 00 40.2
 ME2364:UTM  16      -  CRAIG AZ MK                              264 03 57.9
 ME2364
 ME2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3177362800(NAD 83)
 ME2364
 ME2364|---------------------------------------------------------------------|
 ME2364| PID    Reference Object                     Distance      Geod. Az  |
 ME2364|                                                           dddmmss.s |
 ME2364| CM3362 CRAIG RM 1                           27.655 METERS 19649     |
 ME2364| CM3361 CRAIG AZ MK                                        2641857.0 |
 ME2364| CM3363 CRAIG RM 2                           29.145 METERS 34423     |
 ME2364| ME2355 KNOX MUNICIPAL STANDPIPE            APPROX. 9.2 KM 3580329.8 |
 ME2364| ME2356 KNOX CO CTHSE CLOCK TOWER           APPROX. 9.2 KM 3590737.8 |
 ME2364|---------------------------------------------------------------------|
 ME2364
 ME2364                          SUPERSEDED SURVEY CONTROL
 ME2364
 ME2364  NAD 83(1986)-  41 12 57.45368(N)    086 37 15.44881(W) AD(       ) 2
 ME2364  NAD 27      -  41 12 57.30690(N)    086 37 15.40880(W) AD(       ) 2
 ME2364
 ME2364.Superseded values are not recommended for survey control.
 ME2364
 ME2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2364.See file dsdata.pdf to determine how the superseded data were derived.
 ME2364
 ME2364_MARKER: DS = TRIANGULATION STATION DISK
 ME2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2364_STAMPING: CRAIG 1952
 ME2364_MARK LOGO: CGS
 ME2364_PROJECTION: FLUSH
 ME2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2364+STABILITY: SURFACE MOTION
 ME2364
 ME2364  HISTORY     - Date     Condition        Report By
 ME2364  HISTORY     - 1952     MONUMENTED       CGS
 ME2364  HISTORY     - 1958     GOOD             CGS
 ME2364  HISTORY     - 1968     GOOD             CGS
 ME2364  HISTORY     - 1969     GOOD             CGS
 ME2364  HISTORY     - 1973     GOOD             NGS
 ME2364  HISTORY     - 20110624 GOOD             GEOCAC
 ME2364
 ME2364                          STATION DESCRIPTION
 ME2364
 ME2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2364'STATION IS LOCATED IN A TRIANGULAR PLOT OF GROUND AT THE INTERSECTION
 ME2364'OF U.S.  HIGHWAY 35 AND STATE HIGHWAY 10 ABOUT 7 MILES EAST OF NORTH
 ME2364'JUDSON AND ABOUT 5 MILES SOUTH OF KNOX.  IT IS 232 FEET NORTH OF THE
 ME2364'INTERSECTION, 97 FEET SOUTH OF A WHITE WITNESS POST, 62 FEET EAST OF
 ME2364'THE CENTER OF HIGHWAY 35 AND 46 FEET WEST OF THE CENTER OF A
 ME2364'CONNECTING ROAD BETWEEN THE TWO HIGHWAYS.  THE MARK IS FLUSH AND THE
 ME2364'DISK IS STAMPED CRAIG 1952.
 ME2364'
 ME2364'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF A TELEPHONE POLE AND 37 FEET
 ME2364'EAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 ME2364'STAMPED CRAIG NO 1 1952.
 ME2364'
 ME2364'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 19
 ME2364'FEET SOUTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE WITNESS
 ME2364'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CRAIG NO 2 1952.
 ME2364'
 ME2364'AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTER OF HIGHWAY 10, 3 FEET EAST
 ME2364'OF A POWER POLE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 ME2364'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CRAIG 1952.
 ME2364'
 ME2364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 ME2364'10 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2364'
 ME2364'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2364
 ME2364                          STATION RECOVERY (1958)
 ME2364
 ME2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2364'THE STATION, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK WERE
 ME2364'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME2364
 ME2364                          STATION RECOVERY (1968)
 ME2364
 ME2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2364'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THERE IS SOME
 ME2364'ROAD CONSTRUCTION NEAR THE MARKS BUT THE PROJECT ENGINEER SAID THAT
 ME2364'THE MARKS WERE SAFE.  A METAL WITNESS POST WAS SET NEAR EACH MARK TO
 ME2364'INSURE THEIR SAFETY.  THE DESCRIPTION IS ADEQUATE.
 ME2364'
 ME2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTH OF
 ME2364'KNOX.
 ME2364
 ME2364                          STATION RECOVERY (1969)
 ME2364
 ME2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2364'ALL MARKS WERE FOUND IN GOOD CONDITION.  DUE TO CHANGES IN THE HIGHWAY
 ME2364'IT IS THOUGHT THAT A NEW DESCRIPTION IS NEEDED.
 ME2364'
 ME2364'THE STATION IS LOCATED 232 FEET NORTHEAST OF THE JUNCTION OF U.S.
 ME2364'HIGHWAY 35 AND STATE HIGHWAY 10, 1 FOOT SOUTH OF A METAL WITNESS POST,
 ME2364'7 FEET WEST OF A FENCE, 23 FEET SOUTH OF POWER POLE 299-575, 62 FEET
 ME2364'EAST OF THE CENTERLINE OF HIGHWAY 35, 162 FEET SOUTH OF THE CENTERLINE
 ME2364'OF A PAVED DRIVE EAST, AND ON ROAD RIGHT-OF-WAY.  THE MONUMENT IS
 ME2364'FLUSH AND THE DISK IS STAMPED CRAIG 1952.
 ME2364'
 ME2364'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST, 36 FEET EAST
 ME2364'OF THE CENTERLINE OF HIGHWAY 35 AND 33 FEET WEST OF POWER POLE 299-576
 ME2364'AND A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2364'CRAIG NO 1 1952.
 ME2364'
 ME2364'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 75
 ME2364'FEET NORTHWEST OF POWER POLE 299-575, 33 FEET WEST OF THE FENCE AND 37
 ME2364'FEET EAST OF THE CENTERLINE OF HIGHWAY 35.  THE MONUMENT IS FLUSH AND
 ME2364'THE DISK IS STAMPED CRAIG NO 2 1952.
 ME2364'
 ME2364'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 10, 45
 ME2364'FEET WEST OF POWER POLE 291-511 AND 1 FOOT EAST OF A METAL WITNESS
 ME2364'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CRAIG
 ME2364'1952.
 ME2364'
 ME2364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 10 FOR
 ME2364'0.4 MILE TO THE MARK ON THE LEFT.
 ME2364'
 ME2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTH OF
 ME2364'KNOX.
 ME2364
 ME2364                          STATION RECOVERY (1973)
 ME2364
 ME2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ME2364'ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.
 ME2364'THE STATION WAS NOT OCCUPIED BUT VISITED AT THE REQUEST OF MISS MARY
 ME2364'CRAIG WHO LIVES JUST NORTH OF THE STATION TO REPLACE THE WITNESS POST
 ME2364'AT THE STATION MARK WHICH HAD BEEN REMOVED.
 ME2364'
 ME2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES SOUTH
 ME2364'OF KNOX.
 ME2364
 ME2364                          STATION RECOVERY (2011)
 ME2364
 ME2364'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME2364'RECOVERED STATION AND RM2.  STATION NO LONGER IN TRIANGULAR SECTION.
 ME2364'LOCATED IN NORTHEAST QUADRANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2006 ***********************************************************************
 LA2006  DESIGNATION -  CRAIG
 LA2006  PID         -  LA2006
 LA2006  STATE/COUNTY-  IN/WELLS
 LA2006  COUNTRY     -  US
 LA2006  USGS QUAD   -  LINN GROVE (2019)
 LA2006
 LA2006                         *CURRENT SURVEY CONTROL
 LA2006  ______________________________________________________________________
 LA2006* NAD 83(1997) POSITION- 40 44 34.46193(N) 085 05 23.66605(W)   ADJUSTED
 LA2006* NAVD 88 ORTHO HEIGHT -   263.27  (+/-2cm)      863.7   (feet) VERTCON3
 LA2006  ______________________________________________________________________
 LA2006  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 LA2006  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 LA2006  HORZ ORDER      -  SECOND
 LA2006  VERT ORDER      -  THIRD ? (See Below)
 LA2006
 LA2006.The horizontal coordinates were established by classical geodetic methods
 LA2006.and adjusted by the National Geodetic Survey in May 1999.
 LA2006
 LA2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2006
 LA2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2006.GEOID18 height accuracy estimate available here.
 LA2006
 LA2006.The vertical order pertains to the NGVD 29 superseded value.
 LA2006
 LA2006.Click photographs - Photos may exist for this station.
 LA2006
 LA2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2006
 LA2006. The following values were computed from the NAD 83(1997) position.
 LA2006
 LA2006;                    North         East     Units Scale Factor Converg.
 LA2006;SPC IN E     -   610,168.525   148,712.326   MT  0.99999586   +0 22 35.2
 LA2006;SPC IN E     - 2,001,861.24    487,900.36   sFT  0.99999586   +0 22 35.2
 LA2006;UTM  16      - 4,511,972.648   661,268.787   MT  0.99992012   +1 14 48.9
 LA2006
 LA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2006!SPC IN E     -   0.99996399  x   0.99999586  =   0.99995985
 LA2006!UTM  16      -   0.99996399  x   0.99992012  =   0.99988411
 LA2006
 LA2006:                Primary Azimuth Mark                     Grid Az
 LA2006:SPC IN E     -  CRAIG AZ MK                              266 19 50.5
 LA2006:UTM  16      -  CRAIG AZ MK                              265 27 36.8
 LA2006
 LA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6126811972(NAD 83)
 LA2006
 LA2006|---------------------------------------------------------------------|
 LA2006| PID    Reference Object                     Distance      Geod. Az  |
 LA2006|                                                           dddmmss.s |
 LA2006| CC8519 CRAIG RM 3                           39.892 METERS 18342     |
 LA2006| CC8517 CRAIG RM 1                           25.843 METERS 18536     |
 LA2006| CC8516 CRAIG AZ MK                                        2664225.7 |
 LA2006| CC8518 CRAIG RM 2                           28.554 METERS 27712     |
 LA2006| CC8520 CRAIG RM 4                           32.870 METERS 30201     |
 LA2006|---------------------------------------------------------------------|
 LA2006
 LA2006                          SUPERSEDED SURVEY CONTROL
 LA2006
 LA2006  NAD 83(1995)-  40 44 34.46250(N)    085 05 23.66975(W) AD(       ) 2
 LA2006  NAD 83(1986)-  40 44 34.46436(N)    085 05 23.68130(W) AD(       ) 2
 LA2006  NAD 27      -  40 44 34.29870(N)    085 05 23.78670(W) AD(       ) 2
 LA2006  NGVD 29             263.41   (m)          864.2    (f) LEVELING    3  
 LA2006
 LA2006.Superseded values are not recommended for survey control.
 LA2006
 LA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2006.See file dsdata.pdf to determine how the superseded data were derived.
 LA2006
 LA2006_MARKER: DS = TRIANGULATION STATION DISK
 LA2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2006_STAMPING: CRAIG 1955
 LA2006_MARK LOGO: CGS
 LA2006_PROJECTION: FLUSH
 LA2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2006+STABILITY: SURFACE MOTION
 LA2006
 LA2006  HISTORY     - Date     Condition        Report By
 LA2006  HISTORY     - 1955     MONUMENTED       CGS
 LA2006  HISTORY     - 1964     GOOD             CGS
 LA2006
 LA2006                          STATION DESCRIPTION
 LA2006
 LA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2006'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF BLUFFTON, ON LAND
 LA2006'OWNED BY THE STATE AND ADJACENT TO PROPERTY OWNED BY IVAN FRAUHIGER.
 LA2006'
 LA2006'IT IS ABOUT 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE IVAN
 LA2006'FRAUHIGER FARMHOUSE, 67 FEET NORTHEAST OF THE CENTER OF THE
 LA2006'INTERSECTION OF STATE HIGHWAYS 124 AND 301 AND 57 FEET WEST OF A
 LA2006'TELEPHONE POLE.
 LA2006'
 LA2006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 124 AT
 LA2006'THE NORTH EDGE OF BLUFFTON, GO EAST ON HIGHWAY 124 FOR 4.05 MILES TO
 LA2006'THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.35
 LA2006'MILE TO THE STATION ON THE LEFT.
 LA2006'
 LA2006'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2006'CRAIG 1955.
 LA2006'
 LA2006'REFERENCE MARK 1 IS 44 FEET SOUTH OF THE CENTER OF HIGHWAY 124.  THE
 LA2006'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CRAIG NO 1 1955.
 LA2006'
 LA2006'REFERENCE MARK 2 IS 43 FEET WEST OF THE CENTER OF HIGHWAY 301.  THE
 LA2006'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CRAIG NO 2
 LA2006'1955.
 LA2006'
 LA2006'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 124, 3 FEET
 LA2006'SOUTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS POST AND 2 FEET WEST OF A
 LA2006'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 LA2006'CRAIG 1955.
 LA2006'
 LA2006'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2006
 LA2006                          STATION RECOVERY (1964)
 LA2006
 LA2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2006'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED, EXCEPT NO. 1 R.M.
 LA2006'BATTERED AND IN FUTURE DANGER AND NO. 2 R.M. NOT FOUND IS BELIEVED
 LA2006'REMOVED.  NOS. 3 AND 4 R.M.S WERE SET, AND NO. 1 R.M. WAS THEN REMOVED
 LA2006'AND ITS DISK RECLAIMED.
 LA2006'
 LA2006'ABOUT 2.3 MILES S ALONG NO. 301 IND. HWY. FROM THE RAILROAD CROSSING
 LA2006'IN CRAIGVILLE, OR 4.3 MILES E ALONG NO. 124 IND. HWY. FROM ITS
 LA2006'JUNCTION WITH NO. 1 IND. HWY. AT N END OF THE BRIDGE OVER WABASH RIVER
 LA2006'IN BLUFFTON, IN NE ANGLE OF CROSSROADS.
 LA2006'
 LA2006'IT IS 51 FEET E OF C/L OF 20-FT.  ASPHALT PAVEMENT OF NO. 301 HWY., 41
 LA2006'FEET N OF C/L OF NO. 124 HWY.  18-FOOT ASHPALT, 1.1 FT.  LOWER THAN
 LA2006'SAME, STANDARD DISKS STAMPED CRAIG 1955 IN 1B AND 7A MARKS, THE UPPER
 LA2006'MARK IS FLUSH.
 LA2006'
 LA2006'REFERENCE STAMPED CRAIG NO. 3 1964, NOTE 11B, FLUSH, IS 130.88 FEET
 LA2006'(39.892 METERS) S ON AZIMUTH 3 DEG 42 MIN FROM STATION, 90 FEET S OF
 LA2006'C/L OF ONE, 40 FEET E OF C/L OF OTHER HWY., 0.6 FOOT LOWER THAN THE
 LA2006'LATTER, AND 1.8 FEET N OF STEEL WITNESS POST.
 LA2006'
 LA2006'REFERENCE STAMPED CRAIG NO. 4 1964, NOTE 11B, FLUSH, IS 107.84 FEET
 LA2006'(32.870 METERS) WNW IN AZIMUTH 122 DEG 01 MIN FROM STATION, 100 FEET N
 LA2006'OF C/L OF ONE, 41 FEET W OF C/L OF THE OTHER HWY., LEVEL WITH SAME, 12
 LA2006'FEET SW OF CREOSOTED POLE, 2.4 FEET E OF STEEL WITNS. POST.
 LA2006'
 LA2006'AZIMUTH MARK STAMPED CRAIG 1955, NOTE 16B, PROJECTS 0.3 FOOT, IS ABOUT
 LA2006'0.4 MILE W IN AZIMUTH 86 DEG 42 MIN 25.8 SEC FROM STATION, ABOUT 51
 LA2006'YARDS W OF PROJECTED PLANE OF W WALL OF STONE HOUSE ON N SIDE OF HWY.,
 LA2006'38 FEET S OF CENTER LINE OF HWY., LEVEL WITH SAME, 2.5 FEET W OF NO.
 LA2006'107/016 CREOSOTED POWER POLE, AND 2.4 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2592 ***********************************************************************
 LB2592  DESIGNATION -  CRANE
 LB2592  PID         -  LB2592
 LB2592  STATE/COUNTY-  IN/TIPPECANOE
 LB2592  COUNTRY     -  US
 LB2592  USGS QUAD   -  STOCKWELL (2019)
 LB2592
 LB2592                         *CURRENT SURVEY CONTROL
 LB2592  ______________________________________________________________________
 LB2592* NAD 83(1997) POSITION- 40 19 49.87166(N) 086 46 59.82952(W)   ADJUSTED
 LB2592* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2592  ______________________________________________________________________
 LB2592  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 LB2592  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2592  HORZ ORDER      -  THIRD
 LB2592
 LB2592.The horizontal coordinates were established by classical geodetic methods
 LB2592.and adjusted by the National Geodetic Survey in May 1999.
 LB2592
 LB2592.The orthometric height was scaled from a topographic map.
 LB2592
 LB2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2592.GEOID18 height accuracy estimate available here.
 LB2592
 LB2592.Click photographs - Photos may exist for this station.
 LB2592
 LB2592.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2592
 LB2592. The following values were computed from the NAD 83(1997) position.
 LB2592
 LB2592;                    North         East     Units Scale Factor Converg.
 LB2592;SPC IN W     -   564,259.829   925,497.407   MT  0.99997467   +0 11 39.1
 LB2592;SPC IN W     - 1,851,242.46  3,036,402.74   sFT  0.99997467   +0 11 39.1
 LB2592;UTM  16      - 4,464,465.278   518,409.153   MT  0.99960417   +0 08 24.9
 LB2592
 LB2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2592!SPC IN W     -   0.99997017  x   0.99997467  =   0.99994484
 LB2592!UTM  16      -   0.99997017  x   0.99960417  =   0.99957435
 LB2592
 LB2592:                Primary Azimuth Mark                     Grid Az
 LB2592:SPC IN W     -  CRANE AZ MK                              135 46 18.2
 LB2592:UTM  16      -  CRANE AZ MK                              135 49 32.4
 LB2592
 LB2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1840964465(NAD 83)
 LB2592
 LB2592|---------------------------------------------------------------------|
 LB2592| PID    Reference Object                     Distance      Geod. Az  |
 LB2592|                                                           dddmmss.s |
 LB2592| CC8521 CRANE AZ MK                                        1355757.3 |
 LB2592| CC8522 CRANE RM 1                           29.620 METERS 26820     |
 LB2592| LB2590 TIPP C 11 INHC 1948                  26.740 METERS 32250     |
 LB2592|---------------------------------------------------------------------|
 LB2592
 LB2592                          SUPERSEDED SURVEY CONTROL
 LB2592
 LB2592  NAD 83(1986)-  40 19 49.87852(N)    086 46 59.84188(W) AD(       ) 3
 LB2592  NAD 27      -  40 19 49.76300(N)    086 46 59.82110(W) AD(       ) 3
 LB2592
 LB2592.Superseded values are not recommended for survey control.
 LB2592
 LB2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2592.See file dsdata.pdf to determine how the superseded data were derived.
 LB2592
 LB2592_MARKER: DS = TRIANGULATION STATION DISK
 LB2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2592_STAMPING: CRANE 1948
 LB2592_MARK LOGO: CGS
 LB2592_PROJECTION: FLUSH
 LB2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2592+STABILITY: SURFACE MOTION
 LB2592
 LB2592  HISTORY     - Date     Condition        Report By
 LB2592  HISTORY     - 1948     MONUMENTED       CGS
 LB2592  HISTORY     - 1966     GOOD             CGS
 LB2592  HISTORY     - 19970101 SEE DESCRIPTION  INDNR
 LB2592
 LB2592                          STATION DESCRIPTION
 LB2592
 LB2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2592'STATION IS LOCATED 8 MILES SOUTHEAST OF LA FAYETTE AND 3 MILES NORTH
 LB2592'OF STOCKWELL IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U. S.
 LB2592'HIGHWAY 52 AND A GRAVEL T-ROAD (WEST).  IT IS 105 FEET SOUTHWEST OF
 LB2592'THE INTERSECTION, 71 FEET WEST OF THE CENTER OF THE WEST LANE OF
 LB2592'THE HIGHWAY, 48 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 10
 LB2592'FEET NORTH OF A FENCE LINE AND A WHITE WITNESS POST.  THE MARK
 LB2592'PROJECTS 3 INCHES AND THE DISK IS STAMPED CRANE 1948.
 LB2592'
 LB2592'REFERENCE MARK NO. 1 IS 97.18 FEET WEST OF THE STATION.  IT IS 23
 LB2592'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2592'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CRANE NO 1
 LB2592'1948.
 LB2592'
 LB2592'TIPP C 11 (STATE HIGHWAY) BM IS 87.73 FEET NORTHWEST OF THE STATION
 LB2592'AND IS USED AS A REFERENCE MARK.  IT IS 65 FEET WEST OF THE CENTER
 LB2592'OF THE WEST LANE OF THE HIGHWAY AND 39 FEET NORTH OF THE CENTER OF
 LB2592'THE GRAVEL ROAD.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 LB2592'PROJECTING 6 INCHES WITH A STANDARD STATE HIGHWAY BENCH MARK DISK
 LB2592'STAMPED TIPP C 11.
 LB2592'
 LB2592'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION.  IT IS 41
 LB2592'FEET EAST OF THE EAST LANE OF THE HIGHWAY AND 2 FEET NORTHWEST OF A
 LB2592'WHITE WITNESS POST AND A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 LB2592'DISK IS STAMPED CRANE 1948.
 LB2592'
 LB2592'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2592'HIGHWAY 38, 1 MILE SOUTHEAST OF LA FAYETTE GO SOUTHEAST ON HIGHWAY
 LB2592'52 FOR 6.35 MILE TO A GRAVEL T-ROAD (WEST) AND THE MARK IN THE
 LB2592'SOUTHWEST CORNER AS DESCRIBED, CONTINUE FOR 0.5 MILE TO THE
 LB2592'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2592'
 LB2592'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2592
 LB2592                          STATION RECOVERY (1966)
 LB2592
 LB2592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2592'CRANE 1948 DISK BADLY SCARRED, BUT NOT NOTICABLY DISTURBED.
 LB2592'CRANE NO 1 1948 RECOVERED IN GOOD CONDITION.
 LB2592'TIPP C 11 (IND. ST. HWY) DESTROYED-ENTIRE UPPER PORTION OF POST
 LB2592'GONE.
 LB2592'AZ MK CRANE 1948 RECOVERED IN GOOD CONDITION.
 LB2592'
 LB2592'IN AZIMUTH MARK PORTION OF DESCRIPTION, DELETE WHITE WITNESS POST AND
 LB2592'CHANGE 2 FEET NW OF TEL POLE TO 4 FEET NW OF TEL POLE.  DESCRIPTION
 LB2592'OTHERWISE CORRECT.
 LB2592
 LB2592                          STATION RECOVERY (1997)
 LB2592
 LB2592'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2592'SURFACE DISK HAS BEEN REMOVED POSSIBLY BY A MOWER.  CONCRETE POST
 LB2592'STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1929 ***********************************************************************
 JA1929  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 5
 JA1929  PID         -  JA1929
 JA1929  STATE/COUNTY-  IN/MARTIN
 JA1929  COUNTRY     -  US
 JA1929  USGS QUAD   -  KOLEEN (2019)
 JA1929
 JA1929                         *CURRENT SURVEY CONTROL
 JA1929  ______________________________________________________________________
 JA1929* NAD 83(1997) POSITION- 38 54 13.88439(N) 086 51 07.56856(W)   ADJUSTED
 JA1929  ______________________________________________________________________
 JA1929  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 JA1929  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 JA1929  HORZ ORDER      -  THIRD
 JA1929
 JA1929.The horizontal coordinates were established by classical geodetic methods
 JA1929.and adjusted by the National Geodetic Survey in May 1999.
 JA1929
 JA1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1929.GEOID18 height accuracy estimate available here.
 JA1929
 JA1929.Click photographs - Photos may exist for this station.
 JA1929
 JA1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1929
 JA1929. The following values were computed from the NAD 83(1997) position.
 JA1929
 JA1929;                    North         East     Units Scale Factor Converg.
 JA1929;SPC IN W     -   405,848.767   920,057.129   MT  0.99997162   +0 08 42.8
 JA1929;SPC IN W     - 1,331,522.16  3,018,554.10   sFT  0.99997162   +0 08 42.8
 JA1929;UTM  16      - 4,306,117.949   512,824.031   MT  0.99960203   +0 05 34.4
 JA1929
 JA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1282406117(NAD 83)
 JA1929
 JA1929                          SUPERSEDED SURVEY CONTROL
 JA1929
 JA1929  NAD 83(1986)-  38 54 13.89017(N)    086 51 07.56829(W) AD(       ) 3
 JA1929  NAD 27      -  38 54 13.71400(N)    086 51 07.55100(W) AD(       ) 3
 JA1929
 JA1929.Superseded values are not recommended for survey control.
 JA1929
 JA1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1929.See file dsdata.pdf to determine how the superseded data were derived.
 JA1929
 JA1929_MARKER: 53 = ELEVATED TANK
 JA1929
 JA1929  HISTORY     - Date     Condition        Report By
 JA1929  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1929  HISTORY     - 1957     GOOD             CGS
 JA1929
 JA1929                          STATION DESCRIPTION
 JA1929
 JA1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1929'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK, WHICH IS
 JA1929'LOCATED NORTH OF THE
 JA1929'LAKE, ABOUT 1.4 MILES NORTHWEST OF BUILDING NO 64, IN
 JA1929'THE NORTH END OF THE NAVAL
 JA1929'DEPOT.  THE TANK IS GREEN IN COLOR AND IS
 JA1929'ABOUT 75 FEET HIGH.  THIS IS ONE OF FIVE
 JA1929'SIMILAR WATER TANKS WHICH
 JA1929'ARE LOCATED IN THE NAVAL DEPOT.
 JA1929
 JA1929                          STATION RECOVERY (1957)
 JA1929
 JA1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1929'THE STATION WAS RECOVERED AS DESCRIBED.  THE TANK IS NOW PAINTED A
 JA1929'RED AND WHITE
 JA1929'CHECKERBOARD.  THE ORIGINAL DESCRIPTION ERRONEOUSLY
 JA1929'GAVE THE HEIGHT AS 75 FEET.  THE
 JA1929'TANK IS ACTUALLY 180 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1930 ***********************************************************************
 JA1930  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 4
 JA1930  PID         -  JA1930
 JA1930  STATE/COUNTY-  IN/MARTIN
 JA1930  COUNTRY     -  US
 JA1930  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1930
 JA1930                         *CURRENT SURVEY CONTROL
 JA1930  ______________________________________________________________________
 JA1930* NAD 83(1997) POSITION- 38 50 57.45004(N) 086 51 27.97837(W)   ADJUSTED
 JA1930  ______________________________________________________________________
 JA1930  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 JA1930  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JA1930  HORZ ORDER      -  THIRD
 JA1930
 JA1930.The horizontal coordinates were established by classical geodetic methods
 JA1930.and adjusted by the National Geodetic Survey in May 1999.
 JA1930
 JA1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1930.GEOID18 height accuracy estimate available here.
 JA1930
 JA1930.Click photographs - Photos may exist for this station.
 JA1930
 JA1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1930
 JA1930. The following values were computed from the NAD 83(1997) position.
 JA1930
 JA1930;                    North         East     Units Scale Factor Converg.
 JA1930;SPC IN W     -   399,790.286   919,580.328   MT  0.99997139   +0 08 29.4
 JA1930;SPC IN W     - 1,311,645.30  3,016,989.79   sFT  0.99997139   +0 08 29.4
 JA1930;UTM  16      - 4,300,062.144   512,341.878   MT  0.99960188   +0 05 21.2
 JA1930
 JA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1234100062(NAD 83)
 JA1930
 JA1930                          SUPERSEDED SURVEY CONTROL
 JA1930
 JA1930  NAD 83(1986)-  38 50 57.45630(N)    086 51 27.97837(W) AD(       ) 3
 JA1930  NAD 27      -  38 50 57.28000(N)    086 51 27.96300(W) AD(       ) 3
 JA1930
 JA1930.Superseded values are not recommended for survey control.
 JA1930
 JA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1930.See file dsdata.pdf to determine how the superseded data were derived.
 JA1930
 JA1930_MARKER: 53 = ELEVATED TANK
 JA1930
 JA1930  HISTORY     - Date     Condition        Report By
 JA1930  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1930  HISTORY     - 1957     GOOD             CGS
 JA1930
 JA1930                          STATION DESCRIPTION
 JA1930
 JA1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1930'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK, WHICH IS
 JA1930'LOCATED NEAR BUILDING NO
 JA1930'492 ABOUT 1.4 MILES SOUTHWEST OF BUILDING NO 64, IN
 JA1930'THE SOUTHWEST SECTION OF THE NAVAL
 JA1930'DEPOT.  THE TANK IS GREEN IN COLOR
 JA1930'AND IS ABOUT 75 FEET HIGH.  THIS IS ONE OF THE FIVE
 JA1930'SIMILAR WATER
 JA1930'TANKS WHICH ARE LOCATED IN THE NAVAL DEPOT.
 JA1930
 JA1930                          STATION RECOVERY (1957)
 JA1930
 JA1930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1930'THE STATION WAS RECOVERED AS DESCRIBED.  THE TANK IS NOW PAINTED A
 JA1930'RED AND WHITE
 JA1930'CHECKERBOARD.  THE ORIGINAL DESCRIPTON ERRONEOUSLY GAVE
 JA1930'THE HEIGHT AS 75 FEET.  THIS
 JA1930'TANK IS ACTUALLY 180 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1931 ***********************************************************************
 JA1931  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 1
 JA1931  PID         -  JA1931
 JA1931  STATE/COUNTY-  IN/MARTIN
 JA1931  COUNTRY     -  US
 JA1931  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1931
 JA1931                         *CURRENT SURVEY CONTROL
 JA1931  ______________________________________________________________________
 JA1931* NAD 83(1997) POSITION- 38 52 20.97382(N) 086 50 37.51416(W)   ADJUSTED
 JA1931  ______________________________________________________________________
 JA1931  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 JA1931  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JA1931  HORZ ORDER      -  THIRD
 JA1931
 JA1931.The horizontal coordinates were established by classical geodetic methods
 JA1931.and adjusted by the National Geodetic Survey in May 1999.
 JA1931
 JA1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1931.GEOID18 height accuracy estimate available here.
 JA1931
 JA1931.Click photographs - Photos may exist for this station.
 JA1931
 JA1931.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1931
 JA1931. The following values were computed from the NAD 83(1997) position.
 JA1931
 JA1931;                    North         East     Units Scale Factor Converg.
 JA1931;SPC IN W     -   402,368.917   920,790.419   MT  0.99997199   +0 09 01.3
 JA1931;SPC IN W     - 1,320,105.36  3,020,959.90   sFT  0.99997199   +0 09 01.3
 JA1931;UTM  16      - 4,302,638.717   513,553.874   MT  0.99960226   +0 05 53.0
 JA1931
 JA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1355302638(NAD 83)
 JA1931
 JA1931                          SUPERSEDED SURVEY CONTROL
 JA1931
 JA1931  NAD 83(1986)-  38 52 20.97984(N)    086 50 37.51416(W) AD(       ) 3
 JA1931  NAD 27      -  38 52 20.80300(N)    086 50 37.50000(W) AD(       ) 3
 JA1931
 JA1931.Superseded values are not recommended for survey control.
 JA1931
 JA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1931.See file dsdata.pdf to determine how the superseded data were derived.
 JA1931
 JA1931_MARKER: 53 = ELEVATED TANK
 JA1931
 JA1931  HISTORY     - Date     Condition        Report By
 JA1931  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1931  HISTORY     - 1957     GOOD             CGS
 JA1931
 JA1931                          STATION DESCRIPTION
 JA1931
 JA1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1931'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK, WHICH IS
 JA1931'LOCATED IN THE RESIDENTIAL
 JA1931'AREA OF THE NAVAL DEPOT, ABOUT 1 MILE WEST OF
 JA1931'BUILDING NO 64.  THE TANK IS GREEN
 JA1931'IN COLOR AND IS ABOUT 75 FEET
 JA1931'HIGH.  THIS IS ONE OF FIVE SIMILAR WATER TANKS WHICH
 JA1931'ARE LOCATED IN
 JA1931'THE NAVAL DEPOT.
 JA1931
 JA1931                          STATION RECOVERY (1957)
 JA1931
 JA1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1931'THE STATION WAS RECOVERED AS DESCRIBED.  THE TANK IS NOW PAINTED RED
 JA1931'AND WHITE
 JA1931'CHECKERBOARD.  THE ORIGINAL DESCRIPTION ERRONEOUSLY GAVE
 JA1931'THE HEIGHT AS 75 FEET.  THIS
 JA1931'TANK IS ACTUALLY 180 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1934 ***********************************************************************
 JA1934  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 3
 JA1934  PID         -  JA1934
 JA1934  STATE/COUNTY-  IN/MARTIN
 JA1934  COUNTRY     -  US
 JA1934  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1934
 JA1934                         *CURRENT SURVEY CONTROL
 JA1934  ______________________________________________________________________
 JA1934* NAD 83(1997) POSITION- 38 51 18.95800(N) 086 49 44.09662(W)   ADJUSTED
 JA1934  ______________________________________________________________________
 JA1934  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 JA1934  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 JA1934  HORZ ORDER      -  THIRD
 JA1934
 JA1934.The horizontal coordinates were established by classical geodetic methods
 JA1934.and adjusted by the National Geodetic Survey in May 1999.
 JA1934
 JA1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1934.GEOID18 height accuracy estimate available here.
 JA1934
 JA1934.Click photographs - Photos may exist for this station.
 JA1934
 JA1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1934
 JA1934. The following values were computed from the NAD 83(1997) position.
 JA1934
 JA1934;                    North         East     Units Scale Factor Converg.
 JA1934;SPC IN W     -   400,460.084   922,083.392   MT  0.99997267   +0 09 34.6
 JA1934;SPC IN W     - 1,313,842.79  3,025,201.93   sFT  0.99997267   +0 09 34.6
 JA1934;UTM  16      - 4,300,729.412   514,844.626   MT  0.99960271   +0 06 26.4
 JA1934
 JA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1484400729(NAD 83)
 JA1934
 JA1934                          SUPERSEDED SURVEY CONTROL
 JA1934
 JA1934  NAD 83(1986)-  38 51 18.96411(N)    086 49 44.09685(W) AD(       ) 3
 JA1934  NAD 27      -  38 51 18.78700(N)    086 49 44.08700(W) AD(       ) 3
 JA1934
 JA1934.Superseded values are not recommended for survey control.
 JA1934
 JA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1934.See file dsdata.pdf to determine how the superseded data were derived.
 JA1934
 JA1934_MARKER: 53 = ELEVATED TANK
 JA1934
 JA1934  HISTORY     - Date     Condition        Report By
 JA1934  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1934  HISTORY     - 1957     GOOD             CGS
 JA1934
 JA1934                          STATION DESCRIPTION
 JA1934
 JA1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1934'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK, WHICH IS
 JA1934'LOCATED IN THE MINE FILLING
 JA1934'AREA OF THE NAVAL DEPOT.  ABOUT 1 MILE SOUTH OF
 JA1934'BUILDING NO 64.  THE TANK IS GREEN
 JA1934'IN COLOR AND IS ABOUT 75 FEET
 JA1934'HIGH.  THIS IS ONE OF FIVE SIMILAR WATER TANKS IN THE NAVAL DEPOT.
 JA1934
 JA1934                          STATION RECOVERY (1957)
 JA1934
 JA1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1934'THE STATION WAS RECOVERED AS DESCRIBED, THE TANK IS NOW PAINTED RED
 JA1934'AND WHITE
 JA1934'CHECKERBOARD.  THE ORIGINAL DESCRIPTION ERRONEOUSLY GAVE
 JA1934'THE HEIGHT AS 75 FEET.  THIS
 JA1934'TANK IS ACTUALLY 180 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1935 ***********************************************************************
 JA1935  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 2
 JA1935  PID         -  JA1935
 JA1935  STATE/COUNTY-  IN/MARTIN
 JA1935  COUNTRY     -  US
 JA1935  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1935
 JA1935                         *CURRENT SURVEY CONTROL
 JA1935  ______________________________________________________________________
 JA1935* NAD 83(1997) POSITION- 38 52 27.14370(N) 086 48 54.53227(W)   ADJUSTED
 JA1935  ______________________________________________________________________
 JA1935  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 JA1935  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 JA1935  HORZ ORDER      -  THIRD
 JA1935
 JA1935.The horizontal coordinates were established by classical geodetic methods
 JA1935.and adjusted by the National Geodetic Survey in May 1999.
 JA1935
 JA1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1935.GEOID18 height accuracy estimate available here.
 JA1935
 JA1935.Click photographs - Photos may exist for this station.
 JA1935
 JA1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1935
 JA1935. The following values were computed from the NAD 83(1997) position.
 JA1935
 JA1935;                    North         East     Units Scale Factor Converg.
 JA1935;SPC IN W     -   402,566.075   923,272.266   MT  0.99997333   +0 10 05.9
 JA1935;SPC IN W     - 1,320,752.20  3,029,102.43   sFT  0.99997333   +0 10 05.9
 JA1935;UTM  16      - 4,302,833.538   516,034.981   MT  0.99960317   +0 06 57.7
 JA1935
 JA1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1603402833(NAD 83)
 JA1935
 JA1935                          SUPERSEDED SURVEY CONTROL
 JA1935
 JA1935  NAD 83(1986)-  38 52 27.14957(N)    086 48 54.53263(W) AD(       ) 3
 JA1935  NAD 27      -  38 52 26.97200(N)    086 48 54.52800(W) AD(       ) 3
 JA1935
 JA1935.Superseded values are not recommended for survey control.
 JA1935
 JA1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1935.See file dsdata.pdf to determine how the superseded data were derived.
 JA1935
 JA1935_MARKER: 53 = ELEVATED TANK
 JA1935
 JA1935  HISTORY     - Date     Condition        Report By
 JA1935  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1935  HISTORY     - 1957     GOOD             CGS
 JA1935
 JA1935                          STATION DESCRIPTION
 JA1935
 JA1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1935'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK, WHICH IS
 JA1935'LOCATED A FEW HUNDRED
 JA1935'FEET WEST OF BUILDING NO 64 OF THE NAVAL DEPOT.  THE
 JA1935'TANK IS GREEN IN COLOR AND IS
 JA1935'ABOUT 75 FEET HIGH.  THIS IS ONE OF
 JA1935'FIVE SIMILAR WATER TANKS WHICH ARE LOCATED IN
 JA1935'THE NAVAL DEPOT.
 JA1935
 JA1935                          STATION RECOVERY (1957)
 JA1935
 JA1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1935'THE STATION WAS COVERED AS DESCRIBED.  THE TANK IS NOW PAINTED RED
 JA1935'AND WHITE CHECKERBOARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2029 ***********************************************************************
 KA2029  DESIGNATION -  CRAPORT
 KA2029  PID         -  KA2029
 KA2029  STATE/COUNTY-  IN/MONTGOMERY
 KA2029  COUNTRY     -  US
 KA2029  USGS QUAD   -  NEW MARKET (2019)
 KA2029
 KA2029                         *CURRENT SURVEY CONTROL
 KA2029  ______________________________________________________________________
 KA2029* NAD 83(1997) POSITION- 39 58 44.48278(N) 086 54 57.47009(W)   ADJUSTED
 KA2029* NAD 83(1997) ELLIP HT-   209.879 (meters)        (05/25/99)   ADJUSTED
 KA2029* NAVD 88 ORTHO HEIGHT -   243.2   (meters)      798.    (feet) VERTCON3
 KA2029  ______________________________________________________________________
 KA2029  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 KA2029  NAD 83(1997) X  -    263,319.767 (meters)                     COMP
 KA2029  NAD 83(1997) Y  - -4,887,276.748 (meters)                     COMP
 KA2029  NAD 83(1997) Z  -  4,076,335.899 (meters)                     COMP
 KA2029  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 KA2029  HORZ ORDER      -  THIRD
 KA2029  ELLP ORDER      -  FOURTH    CLASS I
 KA2029
 KA2029.This mark is at Crawfordville Airport (CFJ)
 KA2029
 KA2029.The horizontal coordinates were established by GPS observations
 KA2029.and adjusted by the National Geodetic Survey in May 1999.
 KA2029
 KA2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2029
 KA2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2029.GEOID18 height accuracy estimate available here.
 KA2029
 KA2029.Click photographs - Photos may exist for this station.
 KA2029
 KA2029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2029
 KA2029.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2029
 KA2029.The ellipsoidal height was determined by GPS observations
 KA2029.and is referenced to NAD 83.
 KA2029
 KA2029. The following values were computed from the NAD 83(1997) position.
 KA2029
 KA2029;                    North         East     Units Scale Factor Converg.
 KA2029;SPC IN W     -   525,201.961   914,296.220   MT  0.99996918   +0 06 27.1
 KA2029;SPC IN W     - 1,723,100.10  2,999,653.52   sFT  0.99996918   +0 06 27.1
 KA2029;UTM  16      - 4,425,432.361   507,175.490   MT  0.99960063   +0 03 14.4
 KA2029
 KA2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2029!SPC IN W     -   0.99996708  x   0.99996918  =   0.99993626
 KA2029!UTM  16      -   0.99996708  x   0.99960063  =   0.99956772
 KA2029
 KA2029:                Primary Azimuth Mark                     Grid Az
 KA2029:SPC IN W     -  CRAPORT AZ MK                            222 46 55.3
 KA2029:UTM  16      -  CRAPORT AZ MK                            222 50 08.0
 KA2029
 KA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0717525432(NAD 83)
 KA2029
 KA2029|---------------------------------------------------------------------|
 KA2029| PID    Reference Object                     Distance      Geod. Az  |
 KA2029|                                                           dddmmss.s |
 KA2029| KA2030 CRAPORT AZ MK                       APPROX. 0.7 KM 2225322.4 |
 KA2029| KA0639 A 105                               239.911 METERS 35109     |
 KA2029|---------------------------------------------------------------------|
 KA2029
 KA2029                          SUPERSEDED SURVEY CONTROL
 KA2029
 KA2029  NAD 83(1986)-  39 58 44.48696(N)    086 54 57.47697(W) AD(       ) 3
 KA2029  NAD 27      -  39 58 44.33745(N)    086 54 57.42209(W) AD(       ) 3
 KA2029  NGVD 29 (02/23/89)  243.3    (m)  RAPSU86  model used  GPS OBS        
 KA2029
 KA2029.Superseded values are not recommended for survey control.
 KA2029
 KA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2029.See file dsdata.pdf to determine how the superseded data were derived.
 KA2029
 KA2029_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2029_STAMPING: CRAPORT 1986
 KA2029_MARK LOGO: NGS
 KA2029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2029+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KA2029
 KA2029  HISTORY     - Date     Condition        Report By
 KA2029  HISTORY     - 1986     MONUMENTED       NGS
 KA2029  HISTORY     - 19961115 GOOD             NGS
 KA2029
 KA2029                          STATION DESCRIPTION
 KA2029
 KA2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA2029'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTH OF GREENCASTLE,
 KA2029'20.1 KM (12.50 MI) WEST OF INTERSTATE HIGHWAY 65, 8.0 KM (4.95 MI)
 KA2029'SOUTH OF CRAWFORDSVILLE AND AT THE CRAWFORDSVILLE MUNICIPAL AIRPORT.
 KA2029'OWNERSHIP--.CITY OF CRAWFORDSVILLE, CITY HALL, CRAWFORDSVILLE, IN
 KA2029'47933, PHONE 317-362-0707.  AIRPORT MANAGER IS JOSEPH CLARK.
 KA2029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 231
 KA2029'IN CRAWFORDSVILLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 7.4 KM (4.60 MI)
 KA2029'TO COUNTY ROAD 400S.  TURN RIGHT AND GO WEST ON COUNTY ROAD 400S FOR
 KA2029'1.3 KM (0.80 MI) TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 KA2029'SOUTH FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE ENTRANCE GATE
 KA2029'AT THE SORTHWEST SIDE OF OFFICE, GO SOUTHEAST ALONG TAXIWAY FOR
 KA2029'0.32KM (0.20 MI) TO THE JUNCTION OF RUNWAY AND THE STATION ON THE
 KA2029'LEFT.
 KA2029'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---CRAPORT
 KA2029'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2029'FLUSH WITH THE GROUND.  LOCATED 24.7 M (81.0 FT) SOUTHWEST FROM
 KA2029'CENTER OF TAXIWAY, 12.7 M (41.7 FT) NORTHWEST FROM CENTER OF RUNWAY
 KA2029'22 AND 1.65 M (5.4 FT) SOUTHEAST FROM A BLUE RUNWAY MARKER LIGHT.
 KA2029'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2029'DESCRIBED BY D.L. ADAMS.
 KA2029
 KA2029                          STATION RECOVERY (1996)
 KA2029
 KA2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 KA2029'STATION CRAPORT 1986 IS LOCATED ON THE CRWAFORDSVILLE MUNICIPAL
 KA2029'AIRPORT.  THE STATION IS LOCATED 148.8 FT.  (45.4 M) SOUTHWEST OF THE
 KA2029'NORTHERN REIL LIGHT FOR RUNWAY 22, AND APPROXIMATELY 109.0 FT. (33.2
 KA2029'M) WEST OF THE PK NAIL AND WASHER AT THE CENTERLINE END OF RUNWAY 22.
 KA2029'THE STATION IS 82.2 FT.  (25.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT
 KA2029'FROM RUNWAY END 22 AND APPROXIMATELY 4.8 FT.  (1.5 M) FROM THE NORTH
 KA2029'EDGE OF RUNWAY 4-22.  THE STATION IS A STANDARD N.G.S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2030 ***********************************************************************
 KA2030  DESIGNATION -  CRAPORT AZ MK
 KA2030  PID         -  KA2030
 KA2030  STATE/COUNTY-  IN/MONTGOMERY
 KA2030  COUNTRY     -  US
 KA2030  USGS QUAD   -  NEW MARKET (2019)
 KA2030
 KA2030                         *CURRENT SURVEY CONTROL
 KA2030  ______________________________________________________________________
 KA2030* NAD 83(1997) POSITION- 39 58 28.34194(N) 086 55 16.95777(W)   ADJUSTED
 KA2030* NAD 83(1997) ELLIP HT-   209.168 (meters)        (05/25/99)   ADJUSTED
 KA2030* NAVD 88 ORTHO HEIGHT -   242.5   (meters)      796.    (feet) VERTCON3
 KA2030  ______________________________________________________________________
 KA2030  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 KA2030  NAD 83(1997) X  -    262,875.170 (meters)                     COMP
 KA2030  NAD 83(1997) Y  - -4,887,620.453 (meters)                     COMP
 KA2030  NAD 83(1997) Z  -  4,075,953.941 (meters)                     COMP
 KA2030  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 KA2030  HORZ ORDER      -  THIRD
 KA2030  ELLP ORDER      -  FOURTH    CLASS I
 KA2030
 KA2030.This mark is at Crawfordville Airport (CFJ)
 KA2030
 KA2030.The horizontal coordinates were established by GPS observations
 KA2030.and adjusted by the National Geodetic Survey in May 1999.
 KA2030
 KA2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2030
 KA2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2030.GEOID18 height accuracy estimate available here.
 KA2030
 KA2030.Click photographs - Photos may exist for this station.
 KA2030
 KA2030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2030
 KA2030.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2030
 KA2030.The ellipsoidal height was determined by GPS observations
 KA2030.and is referenced to NAD 83.
 KA2030
 KA2030. The following values were computed from the NAD 83(1997) position.
 KA2030
 KA2030;                    North         East     Units Scale Factor Converg.
 KA2030;SPC IN W     -   524,703.294   913,834.740   MT  0.99996902   +0 06 14.6
 KA2030;SPC IN W     - 1,721,464.06  2,998,139.48   sFT  0.99996902   +0 06 14.6
 KA2030;UTM  16      - 4,424,934.310   506,713.714   MT  0.99960055   +0 03 01.8
 KA2030
 KA2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2030!SPC IN W     -   0.99996719  x   0.99996902  =   0.99993621
 KA2030!UTM  16      -   0.99996719  x   0.99960055  =   0.99956775
 KA2030
 KA2030:                Primary Azimuth Mark                     Grid Az
 KA2030:SPC IN W     -  CRAPORT                                  042 46 55.3
 KA2030:UTM  16      -  CRAPORT                                  042 50 08.1
 KA2030
 KA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0671324934(NAD 83)
 KA2030
 KA2030|---------------------------------------------------------------------|
 KA2030| PID    Reference Object                     Distance      Geod. Az  |
 KA2030|                                                           dddmmss.s |
 KA2030| KA2029 CRAPORT                             APPROX. 0.7 KM 0425309.9 |
 KA2030|---------------------------------------------------------------------|
 KA2030
 KA2030                          SUPERSEDED SURVEY CONTROL
 KA2030
 KA2030  NAD 83(1986)-  39 58 28.34612(N)    086 55 16.96465(W) AD(       ) 3
 KA2030  NAD 27      -  39 58 28.19646(N)    086 55 16.90915(W) AD(       ) 3
 KA2030  NGVD 29 (02/23/89)  242.6    (m)  RAPSU86  model used  GPS OBS        
 KA2030
 KA2030.Superseded values are not recommended for survey control.
 KA2030
 KA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2030.See file dsdata.pdf to determine how the superseded data were derived.
 KA2030
 KA2030_MARKER: DZ = AZIMUTH MARK DISK
 KA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2030_STAMPING: CRAPORT AZ MK 1986
 KA2030_MARK LOGO: NGS
 KA2030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2030+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KA2030
 KA2030  HISTORY     - Date     Condition        Report By
 KA2030  HISTORY     - 1986     MONUMENTED       NGS
 KA2030  HISTORY     - 19961115 GOOD             NGS
 KA2030
 KA2030                          STATION DESCRIPTION
 KA2030
 KA2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA2030'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTH OF GREENCASTLE,
 KA2030'20.1 KM (12.50 MI) WEST OF INTERSTATE HIGHWAY 65, 8.0 KM (4.95 MI)
 KA2030'SOUTH OF CRAWFORDSVILLE AND AT THE CRAWFORDSVILLE MUNICIPAL AIRPORT.
 KA2030'OWNERSHIP--CITY OF CRAWFORDSVILLE, CITY HALL, CRAWFORDSVILLE, IN
 KA2030'47933, PHONE 317-362-0707.  AIRPORT MANAGER IS JOSEPH CLARK.
 KA2030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 231
 KA2030'IN CRAWFORDSVILLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 7.4 KM (4.60 MI)
 KA2030'TO COUNTY ROAD 400S, TURN RIGHT AND GO WEST ON COUNTY ROAD 400S FOR
 KA2030'1.3 KM (0.80 MI) TO AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO
 KA2030'SOUTH FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE ENTRANCE GATE
 KA2030'AT THE SOUTHWEST SIDE OF OFFICE, GO SOUTHEAST ALONG TAXIWAY FOR 0.32
 KA2030'KM (0.20 MI) TO THE JUNCTION OF RUNWAY 22.  TURN RIGHT AND GO
 KA2030'SOUTHERLY ALONG THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION JUST
 KA2030'BEFORE REACHING AN AIRPLANE EXIT OR TURNAROUND.
 KA2030'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---CRAPORT
 KA2030'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2030'FLUSH WITH THE GROUND.  LOCATED 21.2 M (69.6 FT) NORTHEAST FROM
 KA2030'CENTER OF AIRPLANE TURNAROUND, 12.7 M (41.7 FT) NORTHEAST FROM CENTER
 KA2030'OF RUNWAY 4 AND 2.7 M (8.9 FT) SOUTHEAST FROM A WHITE RUNWAY MARKER
 KA2030'LIGHT.
 KA2030'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2030'DESCRIBED BY D.L. ADAMS.
 KA2030
 KA2030                          STATION RECOVERY (1996)
 KA2030
 KA2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 KA2030'THE STATION CRAPORT AZ MK 1986 IS LOCATED ON THE CRAWFORDSVILLE
 KA2030'MUNICIPAL AIRPORT.  THE STATION IS APPROXIMATELY 109.5 FT.  (33.4 M)
 KA2030'FROM THE NORTHEAST CORNER OF TAXIWAY TURNAROUND AND 70 FT.  (21.3 M)
 KA2030'FROM THE CENTERLINE OF TAXIWAY TURNAROUND.  IT IS LOCATED 44.1 FT.
 KA2030'(13.4 M) FROM THE SECOND RUNWAY LIGHT NORTHEAST OF THE TAXIWAY
 KA2030'TURNAROUND AND 9.0 FT.  (2.7 M) FROM THE FIRST RUNWAY LIGHT NORTHEAST
 KA2030'OF THE TAXIWAY TURNAROUND.  THE STATION IS ALSO LOCATED 4.7 FT. (1.4
 KA2030'M) FROM THE NORTH EDGE OF RUNWAY 4-22.  THE STATION IS A STANDARD
 KA2030'N.G.S.  DISK STAMPED CRAPORT AZ MK 1986 AND SET IN A CONCRETE MONUMENT
 KA2030'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2053 ***********************************************************************
 HZ2053  DESIGNATION -  CRAVENS
 HZ2053  PID         -  HZ2053
 HZ2053  STATE/COUNTY-  IN/JEFFERSON
 HZ2053  COUNTRY     -  US
 HZ2053  USGS QUAD   -  MADISON WEST (2019)
 HZ2053
 HZ2053                         *CURRENT SURVEY CONTROL
 HZ2053  ______________________________________________________________________
 HZ2053* NAD 83(1997) POSITION- 38 44 09.63662(N) 085 23 08.21012(W)   ADJUSTED
 HZ2053* NAVD 88 ORTHO HEIGHT -   146.    (meters)      479.    (feet) SCALED
 HZ2053  ______________________________________________________________________
 HZ2053  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 HZ2053  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 HZ2053  HORZ ORDER      -  THIRD
 HZ2053
 HZ2053.The horizontal coordinates were established by classical geodetic methods
 HZ2053.and adjusted by the National Geodetic Survey in May 1999.
 HZ2053
 HZ2053.The orthometric height was scaled from a topographic map.
 HZ2053
 HZ2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2053.GEOID18 height accuracy estimate available here.
 HZ2053
 HZ2053.Click photographs - Photos may exist for this station.
 HZ2053
 HZ2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2053
 HZ2053. The following values were computed from the NAD 83(1997) position.
 HZ2053
 HZ2053;                    North         East     Units Scale Factor Converg.
 HZ2053;SPC IN E     -   387,228.478   124,436.006   MT  0.99997402   +0 10 33.1
 HZ2053;SPC IN E     - 1,270,432.10    408,253.80   sFT  0.99997402   +0 10 33.1
 HZ2053;SPC KY1Z     - 1,266,728.246 1,531,682.887   MT  1.00001745   +0 13 25.4
 HZ2053;SPC KY1Z     - 4,155,924.25  5,025,196.27   sFT  1.00001745   +0 13 25.4
 HZ2053;SPC KY N     -   137,804.192   401,266.509   MT  0.99997305   -0 42 23.1
 HZ2053;SPC KY N     -   452,112.59  1,316,488.54   sFT  0.99997305   -0 42 23.1
 HZ2053;UTM  16      - 4,288,719.129   640,314.563   MT  0.99984245   +1 00 37.2
 HZ2053
 HZ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2053!SPC IN E     -   0.99998244  x   0.99997402  =   0.99995646
 HZ2053!SPC KY1Z     -   0.99998244  x   1.00001745  =   0.99999989
 HZ2053!SPC KY N     -   0.99998244  x   0.99997305  =   0.99995549
 HZ2053!UTM  16      -   0.99998244  x   0.99984245  =   0.99982489
 HZ2053
 HZ2053:                Primary Azimuth Mark                     Grid Az
 HZ2053:SPC IN E     -  RIM                                      156 45 36.3
 HZ2053:SPC KY1Z     -  RIM                                      156 42 44.0
 HZ2053:SPC KY N     -  RIM                                      157 38 32.5
 HZ2053:UTM  16      -  RIM                                      155 55 32.2
 HZ2053
 HZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4031488719(NAD 83)
 HZ2053
 HZ2053|---------------------------------------------------------------------|
 HZ2053| PID    Reference Object                     Distance      Geod. Az  |
 HZ2053|                                                           dddmmss.s |
 HZ2053| HZ2054 MADISON TRINITY ME CH SPIRE         249.156 METERS 05410     |
 HZ2053| HZ2057 MADISON JEFFERSON CO CTHSE          APPROX. 0.8 KM 0902643.2 |
 HZ2053| CG8413 CRAVENS RM 1                         24.960 METERS 09448     |
 HZ2053| HZ2021 MADISON ST MARYS CATH CH SPIRE      APPROX. 0.9 KM 0951738.4 |
 HZ2053| HZ2056 RIM                                 APPROX. 1.6 KM 1565609.4 |
 HZ2053| CG8414 CRAVENS RM 2                         29.535 METERS 20820     |
 HZ2053| HZ2052 MADISON LIGHT AND POWER STK         284.528 METERS 30044     |
 HZ2053|---------------------------------------------------------------------|
 HZ2053
 HZ2053                          SUPERSEDED SURVEY CONTROL
 HZ2053
 HZ2053  NAD 83(1995)-  38 44 09.63630(N)    085 23 08.20989(W) AD(       ) 3
 HZ2053  NAD 83(1993)-  38 44 09.63648(N)    085 23 08.21062(W) AD(       ) 3
 HZ2053  NAD 83(1986)-  38 44 09.63782(N)    085 23 08.21686(W) AD(       ) 3
 HZ2053  NAD 27      -  38 44 09.42300(N)    085 23 08.37200(W) AD(       ) 3
 HZ2053
 HZ2053.Superseded values are not recommended for survey control.
 HZ2053
 HZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2053.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2053
 HZ2053_MARKER: DS = TRIANGULATION STATION DISK
 HZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2053_STAMPING: CRAVENS 1947
 HZ2053_MARK LOGO: CGS
 HZ2053_PROJECTION: FLUSH
 HZ2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2053+STABILITY: SURFACE MOTION
 HZ2053
 HZ2053  HISTORY     - Date     Condition        Report By
 HZ2053  HISTORY     - 1947     MONUMENTED       CGS
 HZ2053  HISTORY     - 1949     SEE DESCRIPTION  INDNR
 HZ2053
 HZ2053                          STATION DESCRIPTION
 HZ2053
 HZ2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2053'THE STATION IS LOCATED IN MADISON AND ON LAND OWNED BY THE CITY OF
 HZ2053'MADISON. IT IS BETWEEN ELM AND VINE STREET ON WEST SECOND STREET,
 HZ2053'AND 1 BLOCK NORTH OF THE JAMES F.D. LANIER HOME STATE MEMORIAL. THE
 HZ2053'MARK IS 173 FEET EAST OF THE APPROXIMATE CENTERLINE OF VINE
 HZ2053'STREET, 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF WEST SECOND
 HZ2053'STREET, 26 FEET SOUTH OF A POWERLINE POLE, AND 15.8 FEET SOUTH
 HZ2053'OF THE SOUTH EDGE OF A SIDEWALK. THE MARK IS FLUSH WITH THE GROUND,
 HZ2053'AND THE DISK IS STAMPED CRAVENS 1947.
 HZ2053'
 HZ2053'REFERENCE MARK NO. 1 IS 81.89 FEET EAST OF THE STATION, 90 FEET WEST
 HZ2053'OF THE APPROXIMATE CENTERLINE OF ELM STREET, 30 FEET SOUTH OF THE
 HZ2053'APPROXIMATE CENTERLINE OF WEST SECOND STREET, AND 2.8 FEET SOUTH OF
 HZ2053'THE SOUTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND,
 HZ2053'AND THE DISK IS STAMPED CRAVENS NO 1 1947.
 HZ2053'
 HZ2053'REFERENCE MARK NO 2 IS 96.90 FEET SOUTH-SOUTHWEST OF THE STATION AND
 HZ2053'5.5 FEET EAST OF THE EAST EDGE OF A BRICK SIDEWALK. THE
 HZ2053'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CRAVENS NO 2
 HZ2053'1947.
 HZ2053'
 HZ2053'NO AZIMUTH MARK WAS ESTABLISHED DUE TO LARGE TREES AND NUMEROUS
 HZ2053'RESIDENCES NEAR THE STATION.
 HZ2053'
 HZ2053'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ2053
 HZ2053                          STATION RECOVERY (1949)
 HZ2053
 HZ2053'RECOVERY NOTE BY IN DEPT OF NAT RES 1949
 HZ2053'LETTER OF F.R. VOGLEGESANG, INDIANA DEPARTMENT OF CONSERVATION,
 HZ2053'INDIANAPOLIS, IND., DATED SEPTEMBER 20, 1949-
 HZ2053'
 HZ2053'STATION AND THE REFERENCE MARKS WERE DESTROYED DUE TO GRADING
 HZ2053'OPERATIONS. THE UNDERGROUND MARK IS STILL IN PLACE, ALTHOUGH
 HZ2053'COVERED WITH SOIL.
 HZ2053'
 HZ2053'TRIANGULATION STATION DISK STAMPED CRAVENS 1947 AND TWO REFERENCE
 HZ2053'MARK DISKS STAMPED CRAVENS NO 1 1947 AND CRAVENS NO 2 1947
 HZ2053'RECEIVED 9/29/49.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3378 ***********************************************************************
 JZ3378  DESIGNATION -  CRAWFORD
 JZ3378  PID         -  JZ3378
 JZ3378  STATE/COUNTY-  IN/JOHNSON
 JZ3378  COUNTRY     -  US
 JZ3378  USGS QUAD   -  EDINBURGH (2019)
 JZ3378
 JZ3378                         *CURRENT SURVEY CONTROL
 JZ3378  ______________________________________________________________________
 JZ3378* NAD 83(1997) POSITION- 39 21 35.59237(N) 085 57 58.28006(W)   ADJUSTED
 JZ3378* NAVD 88 ORTHO HEIGHT -   204.24  (+/-2cm)      670.1   (feet) VERTCON3
 JZ3378  ______________________________________________________________________
 JZ3378  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 JZ3378  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 JZ3378  HORZ ORDER      -  SECOND
 JZ3378  VERT ORDER      -  THIRD ? (See Below)
 JZ3378
 JZ3378.The horizontal coordinates were established by classical geodetic methods
 JZ3378.and adjusted by the National Geodetic Survey in May 1999.
 JZ3378
 JZ3378.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3378
 JZ3378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3378.GEOID18 height accuracy estimate available here.
 JZ3378
 JZ3378.The vertical order pertains to the NGVD 29 superseded value.
 JZ3378
 JZ3378.Click photographs - Photos may exist for this station.
 JZ3378
 JZ3378.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3378
 JZ3378. The following values were computed from the NAD 83(1997) position.
 JZ3378
 JZ3378;                    North         East     Units Scale Factor Converg.
 JZ3378;SPC IN E     -   456,491.991    74,186.256   MT  0.99997487   -0 11 23.8
 JZ3378;SPC IN E     - 1,497,674.14    243,392.74   sFT  0.99997487   -0 11 23.8
 JZ3378;UTM  16      - 4,357,224.456   589,065.214   MT  0.99969767   +0 39 20.4
 JZ3378
 JZ3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3378!SPC IN E     -   0.99997324  x   0.99997487  =   0.99994811
 JZ3378!UTM  16      -   0.99997324  x   0.99969767  =   0.99967091
 JZ3378
 JZ3378:                Primary Azimuth Mark                     Grid Az
 JZ3378:SPC IN E     -  EDINBURG                                 169 34 16.0
 JZ3378:UTM  16      -  EDINBURG                                 168 43 31.8
 JZ3378
 JZ3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8906557224(NAD 83)
 JZ3378
 JZ3378|---------------------------------------------------------------------|
 JZ3378| PID    Reference Object                     Distance      Geod. Az  |
 JZ3378|                                                           dddmmss.s |
 JZ3378| CC8523 CRAWFORD RM                          16.893 METERS 04221     |
 JZ3378| JZ3374 ENDINBURG CUTSINGER GRAIN FP        APPROX. 0.5 KM 1671917.0 |
 JZ3378| JZ3376 EDINBURG                            APPROX. 1.3 KM 1692252.2 |
 JZ3378|---------------------------------------------------------------------|
 JZ3378
 JZ3378                          SUPERSEDED SURVEY CONTROL
 JZ3378
 JZ3378  NAD 83(1986)-  39 21 35.60083(N)    085 57 58.35211(W) AD(       ) 2
 JZ3378  NAD 27      -  39 21 35.42000(N)    085 57 58.36800(W) AD(       ) 2
 JZ3378  USSD        -  39 21 35.49700(N)    085 57 58.19100(W) AD(       ) 3
 JZ3378  NGVD 29             204.36   (m)          670.5    (f) LEVELING    3  
 JZ3378
 JZ3378.Superseded values are not recommended for survey control.
 JZ3378
 JZ3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3378.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3378
 JZ3378_MARKER: DS = TRIANGULATION STATION DISK
 JZ3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3378_STAMPING: CRAWFORD 1920
 JZ3378_MARK LOGO: CGS
 JZ3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3378+STABILITY: SURFACE MOTION
 JZ3378
 JZ3378  HISTORY     - Date     Condition        Report By
 JZ3378  HISTORY     - 1920     MONUMENTED       CGS
 JZ3378
 JZ3378                          STATION DESCRIPTION
 JZ3378
 JZ3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3378'AT THE NORTHERN EDGE OF EDINBURG, 4.655 METERS-15.27 FEET E OF THE E
 JZ3378'AND NEAREST RAIL OF THE MAIN LINE OF THE PENNSYLVANIA
 JZ3378'RAILROAD AND E OF THE NORTHERN PART OF THE YARDS OF THE UNION STARCH
 JZ3378'AND REFINING CO., ABOUT 130 YARDS S OF MILEPOST I 30, AND ABOUT
 JZ3378'100 YARDS N OF A PUMPING STATION. THE STATION IS AT THE LOWER EDGE OF
 JZ3378'A FILL AND WILL BE COVERED IF THE FILL IS EXTENDED. THE STATION,
 JZ3378'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE
 JZ3378'THE REFERENCE MARK IS IN
 JZ3378'THE FENCE LINE W OF THE STATION AND ACROSS THREE SIDINGS, 16.890
 JZ3378'METERS-55.41 FEET FROM THE STATION N 42 DEG 21 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0773 ***********************************************************************
 LB0773  DESIGNATION -  CRAWFORDSVILLE
 LB0773  PID         -  LB0773
 LB0773  STATE/COUNTY-  IN/MONTGOMERY
 LB0773  COUNTRY     -  US
 LB0773  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0773
 LB0773                         *CURRENT SURVEY CONTROL
 LB0773  ______________________________________________________________________
 LB0773* NAD 83(1986) POSITION- 40 02 26.8    (N) 086 53 53.7    (W)   HD_HELD2
 LB0773* NAVD 88 ORTHO HEIGHT -   234.398 (meters)      769.02  (feet) ADJUSTED
 LB0773  ______________________________________________________________________
 LB0773  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 LB0773  DYNAMIC HEIGHT  -        234.271 (meters)      768.60  (feet) COMP
 LB0773  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 LB0773
 LB0773  VERT ORDER      -  SECOND    CLASS 0
 LB0773
 LB0773.The horizontal coordinates were established by autonomous hand held GPS
 LB0773.observations and have an estimated accuracy of +/- 10 meters.
 LB0773
 LB0773.The orthometric height was determined by differential leveling and
 LB0773.adjusted by the NATIONAL GEODETIC SURVEY
 LB0773.in June 1991.
 LB0773
 LB0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0773.GEOID18 height accuracy estimate available here.
 LB0773
 LB0773.Click photographs - Photos may exist for this station.
 LB0773
 LB0773.The dynamic height is computed by dividing the NAVD 88
 LB0773.geopotential number by the normal gravity value computed on the
 LB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0773.degrees latitude (g = 980.6199 gals.).
 LB0773
 LB0773.The modeled gravity was interpolated from observed gravity values.
 LB0773
 LB0773;                    North         East    Units  Estimated Accuracy
 LB0773;SPC IN W     -   532,062.      915,795.      MT  (+/- 10 meters HH2 GPS)
 LB0773
 LB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0868032288(NAD 83)
 LB0773
 LB0773                          SUPERSEDED SURVEY CONTROL
 LB0773
 LB0773  NGVD 29 (??/??/92)  234.496  (m)          769.34   (f) ADJ UNCH    2 0
 LB0773
 LB0773.Superseded values are not recommended for survey control.
 LB0773
 LB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0773.See file dsdata.pdf to determine how the superseded data were derived.
 LB0773
 LB0773_MARKER: DB = BENCH MARK DISK
 LB0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0773_SP_SET: BUILDING
 LB0773_STAMPING: CRAWFORDSVILLE 1934
 LB0773_MARK LOGO: NJGS
 LB0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0773
 LB0773  HISTORY     - Date     Condition        Report By
 LB0773  HISTORY     - 1934     MONUMENTED       CGS
 LB0773  HISTORY     - 1946     GOOD             CGS
 LB0773  HISTORY     - 20080103 GOOD             GEOCAC
 LB0773
 LB0773                          STATION DESCRIPTION
 LB0773
 LB0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0773'AT CRAWFORDSVILLE.
 LB0773'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, AT THE INTERSECTION OF
 LB0773'WATER AND PIKE STREETS, AT THE MUNICIPAL BUILDING, IN THE WEST
 LB0773'FACE NEAR THE SOUTHWEST CORNER, 1 FOOT BELOW THE BASE OF
 LB0773'THE CORNERSTONE, AND 4 INCHES ABOVE THE GROUND.  A STANDARD
 LB0773'DISK, STAMPED CRAWFORDSVILLE 1934 AND SET VERTICALLY.
 LB0773
 LB0773                          STATION RECOVERY (2008)
 LB0773
 LB0773'RECOVERY NOTE BY GEOCACHING 2008 (BMC)
 LB0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2669 ***********************************************************************
 LB2669  DESIGNATION -  CRAWFORDSVILLE
 LB2669  PID         -  LB2669
 LB2669  STATE/COUNTY-  IN/MONTGOMERY
 LB2669  COUNTRY     -  US
 LB2669  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2669
 LB2669                         *CURRENT SURVEY CONTROL
 LB2669  ______________________________________________________________________
 LB2669* NAD 83(1997) POSITION- 40 01 54.26730(N) 086 53 07.81667(W)   ADJUSTED
 LB2669* NAVD 88 ORTHO HEIGHT -   234.40  (+/-2cm)      769.0   (feet) VERTCON3
 LB2669  ______________________________________________________________________
 LB2669  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 LB2669  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 LB2669  HORZ ORDER      -  SECOND
 LB2669  VERT ORDER      -  THIRD ? (See Below)
 LB2669
 LB2669.The horizontal coordinates were established by classical geodetic methods
 LB2669.and adjusted by the National Geodetic Survey in May 1999.
 LB2669
 LB2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2669
 LB2669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2669.GEOID18 height accuracy estimate available here.
 LB2669
 LB2669.The vertical order pertains to the NGVD 29 superseded value.
 LB2669
 LB2669.Click photographs - Photos may exist for this station.
 LB2669
 LB2669.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2669
 LB2669. The following values were computed from the NAD 83(1997) position.
 LB2669
 LB2669;                    North         East     Units Scale Factor Converg.
 LB2669;SPC IN W     -   531,060.620   916,884.974   MT  0.99997018   +0 07 38.1
 LB2669;SPC IN W     - 1,742,321.38  3,008,146.79   sFT  0.99997018   +0 07 38.1
 LB2669;UTM  16      - 4,431,286.438   509,768.765   MT  0.99960117   +0 04 25.1
 LB2669
 LB2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2669!SPC IN W     -   0.99996847  x   0.99997018  =   0.99993865
 LB2669!UTM  16      -   0.99996847  x   0.99960117  =   0.99956965
 LB2669
 LB2669:                Primary Azimuth Mark                     Grid Az
 LB2669:SPC IN W     -  CRAWFORDSVILLE MID ST WIRE TK            349 47 34.4
 LB2669:UTM  16      -  CRAWFORDSVILLE MID ST WIRE TK            349 50 47.4
 LB2669
 LB2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0976831286(NAD 83)
 LB2669
 LB2669|---------------------------------------------------------------------|
 LB2669| PID    Reference Object                     Distance      Geod. Az  |
 LB2669|                                                           dddmmss.s |
 LB2669| CC8524 CRAWFORDSVILLE RM 1                  37.036 METERS 16836     |
 LB2669| CC8525 CRAWFORDSVILLE RM 2                  34.324 METERS 27552     |
 LB2669| LB2575 CRAWFORDSVILLE DONNELLY SPIPE       APPROX. 2.6 KM 2855329.0 |
 LB2669| LB2576 CRAWFORDSVILLE SPIRE                APPROX. 1.6 KM 3012321.9 |
 LB2669| LB2571 CRAWFORDSVILLE MONT CO CTHSE        APPROX. 1.7 KM 3103826.6 |
 LB2669| LB2574 CRAWFORDSVILLE MID ST WIRE TK       APPROX. 0.6 KM 3495512.5 |
 LB2669|---------------------------------------------------------------------|
 LB2669
 LB2669                          SUPERSEDED SURVEY CONTROL
 LB2669
 LB2669  NAD 83(1986)-  40 01 54.27378(N)    086 53 07.82967(W) AD(       ) 2
 LB2669  NAD 27      -  40 01 54.11200(N)    086 53 07.80500(W) AD(       ) 2
 LB2669  NGVD 29             234.50   (m)          769.4    (f) LEVELING    3  
 LB2669
 LB2669.Superseded values are not recommended for survey control.
 LB2669
 LB2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2669.See file dsdata.pdf to determine how the superseded data were derived.
 LB2669
 LB2669_MARKER: DS = TRIANGULATION STATION DISK
 LB2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2669_STAMPING: CRAWFORDSVILLE 1934
 LB2669_MARK LOGO: CGS
 LB2669_PROJECTION: FLUSH
 LB2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2669+STABILITY: SURFACE MOTION
 LB2669
 LB2669  HISTORY     - Date     Condition        Report By
 LB2669  HISTORY     - 1934     MONUMENTED       CGS
 LB2669  HISTORY     - 1948     GOOD             CGS
 LB2669
 LB2669                          STATION DESCRIPTION
 LB2669
 LB2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2669'IN THE SOUTHEAST PART OF CRAWFORDSVILLE, IN THE NORTHEAST CORNER OF
 LB2669'MILLIGAN PARK, JUST WEST OF THE PENNSYLVANIA RAILROAD, 23 FEET WEST
 LB2669'OF THE RAILROAD RIGHT-OF-WAY FENCE, 15 FEET SOUTH OF THE FENCE THAT
 LB2669'ENCLOSES THE PARK ON THE NORTH, 11 FEET SOUTHWEST OF AND 8-INCH
 LB2669'POPLAR TREE, ABOUT 125 FEET SOUTH OF ELMORE STREET, AND IS FLUSH WITH
 LB2669'THE GROUND.
 LB2669'
 LB2669'TO REACH FROM THE COURTHOUSE IN CRAWFORDSVILLE, GO SOUTH ON
 LB2669'WASHINGTON STREET 0.3 MILE TO COLLEGE STREET.  TURN EAST ON COLLEGE
 LB2669'STREET, AND GO 0.6 MILE TO MILL STREET.  TURN SOUTH ON MILL STREET
 LB2669'AND GO 0.4 MILE TO THE PARK ENTRANCE.  ENTER PARK AND CONTINUE
 LB2669'EAST ABOUT 0.2 MILE TO ITS NORTHEAST CORNER AND THE STATION.
 LB2669'
 LB2669'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2669'DISKS SET IN CONCRETE.
 LB2669'
 LB2669'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 1 FOOT WEST OF THE
 LB2669'RIGHT-OF-WAY FENCE, 136 FEET SOUTH OF THE NORTHEAST CORNER FENCE
 LB2669'POST, AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS WEST
 LB2669'OF THE STATION, 24 FEET SOUTHWEST OF A 12-INCH BOX-ELDER TREE, 1
 LB2669'FOOT SOUTH OF THE NORTH BOUNDARY FENCE OF THE PARK, 188.58 FEET
 LB2669'NORTHWEST OF REFERENCE MARK NO. 1, AND IS FLUSH WITH THE GROUND.
 LB2669'
 LB2669'NO AZIMUTH MARK WAS SET, BUT BOTH THE LARGE BLACK TANK AND BILL
 LB2669'CONCRETE STACK OF THE MIDWEST STEEL AND WIRE CO. ARE VISIBLE FROM
 LB2669'THE GROUND.  THEY ARE ABOUT 0.5 MILES NORTH OF THE STATION.
 LB2669'
 LB2669'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LB2669
 LB2669                          STATION RECOVERY (1948)
 LB2669
 LB2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2669'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3495 ***********************************************************************
 DM3495  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3495  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3495  DESIGNATION -  CRAWFORDSVILLE CORS ARP
 DM3495  CORS_ID     -  INCR
 DM3495  PID         -  DM3495
 DM3495  STATE/COUNTY-  IN/MONTGOMERY
 DM3495  COUNTRY     -  US
 DM3495  USGS QUAD   -  CRAWFORDSVILLE (2019)
 DM3495
 DM3495                         *CURRENT SURVEY CONTROL
 DM3495  ______________________________________________________________________
 DM3495* NAD 83(2011) POSITION- 40 04 55.78285(N) 086 54 17.47987(W)   ADJUSTED
 DM3495* NAD 83(2011) ELLIP HT-   206.884 (meters)        (04/??/25)   ADJUSTED
 DM3495* NAD 83(2011) EPOCH   -  2010.00
 DM3495* NAVD 88 ORTHO HEIGHT -   240.33  (meters)      788.5   (feet) GPS OBS
 DM3495  ______________________________________________________________________
 DM3495  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DM3495  GEOID HEIGHT    -        -33.451 (meters)                     GEOID12B
 DM3495  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 DM3495  NAD 83(2011) X  -    263,869.444 (meters)                     COMP
 DM3495  NAD 83(2011) Y  - -4,879,867.899 (meters)                     COMP
 DM3495  NAD 83(2011) Z  -  4,085,103.107 (meters)                     COMP
 DM3495
 DM3495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3495  Standards:
 DM3495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3495  -------------------------------------------------------------------
 DM3495  NETWORK    0.08   0.13           0.04   0.02   0.06     -0.33527500
 DM3495  -------------------------------------------------------------------
 DM3495
 DM3495.The coordinates were established by GPS observations
 DM3495.and adjusted by the National Geodetic Survey in April 2025.
 DM3495
 DM3495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3495.been affixed to the stable North American Tectonic Plate. 
 DM3495
 DM3495.The coordinates are valid at the epoch date displayed above
 DM3495.which is a decimal equivalence of Year/Month/Day.
 DM3495
 DM3495.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3495.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3495.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3495.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3495.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3495.published epoch of 2010.00.
 DM3495
 DM3495.Additional information on MYCS is available at:
 DM3495.https://geodesy.noaa.gov/CORS/index.shtml
 DM3495
 DM3495.The orthometric height was determined by GPS observations and a
 DM3495.high-resolution geoid model using precise GPS observation and
 DM3495.processing techniques.
 DM3495
 DM3495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3495.GEOID18 height accuracy estimate available here.
 DM3495
 DM3495.The PID for the CORS L1 Phase Center is DS2849.
 DM3495
 DM3495.Click photographs - Photos may exist for this station.
 DM3495
 DM3495.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3495
 DM3495.The ellipsoidal height was determined by GPS observations
 DM3495.and is referenced to NAD 83.
 DM3495
 DM3495. The following values were computed from the NAD 83(2011) position.
 DM3495
 DM3495;                    North         East     Units Scale Factor Converg.
 DM3495;SPC IN W     -   536,655.480   915,222.123   MT  0.99996952   +0 06 53.7
 DM3495;SPC IN W     - 1,760,677.19  3,002,691.25   sFT  0.99996952   +0 06 53.7
 DM3495;UTM  16      - 4,436,880.788   508,111.763   MT  0.99960081   +0 03 40.5
 DM3495
 DM3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3495!SPC IN W     -   0.99996755  x   0.99996952  =   0.99993707
 DM3495!UTM  16      -   0.99996755  x   0.99960081  =   0.99956837
 DM3495
 DM3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0811136880(NAD 83)
 DM3495
 DM3495                          SUPERSEDED SURVEY CONTROL
 DM3495
 DM3495  NAD 83(2011)-  40 04 55.78289(N)    086 54 17.47985(W) AD(2010.00) c
 DM3495  ELLIP H (06/??/19)  206.888  (m)                       GP(2010.00) c c
 DM3495  NAD 83(2011)-  40 04 55.78292(N)    086 54 17.47983(W) AD(2010.00) c
 DM3495  ELLIP H (08/??/11)  206.877  (m)                       GP(2010.00) c c
 DM3495  NAD 83(CORS)-  40 04 55.78338(N)    086 54 17.48070(W) AD(2002.00) c
 DM3495  ELLIP H (09/??/10)  206.859  (m)                       GP(2002.00) c c
 DM3495
 DM3495.Superseded values are not recommended for survey control.
 DM3495
 DM3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3495.See file dsdata.pdf to determine how the superseded data were derived.
 DM3495
 DM3495_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3495
 DM3495                          STATION DESCRIPTION
 DM3495
 DM3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3495'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3495'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3495'AND LOG FILES ACCESSIBLE AT:
 DM3495'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2575 ***********************************************************************
 LB2575  DESIGNATION -  CRAWFORDSVILLE DONNELLY SPIPE
 LB2575  PID         -  LB2575
 LB2575  STATE/COUNTY-  IN/MONTGOMERY
 LB2575  COUNTRY     -  US
 LB2575  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2575
 LB2575                         *CURRENT SURVEY CONTROL
 LB2575  ______________________________________________________________________
 LB2575* NAD 83(1997) POSITION- 40 02 17.73948(N) 086 54 55.14295(W)   ADJUSTED
 LB2575  ______________________________________________________________________
 LB2575  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB2575  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 LB2575  HORZ ORDER      -  THIRD
 LB2575
 LB2575.The horizontal coordinates were established by classical geodetic methods
 LB2575.and adjusted by the National Geodetic Survey in May 1999.
 LB2575
 LB2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2575.GEOID18 height accuracy estimate available here.
 LB2575
 LB2575.Click photographs - Photos may exist for this station.
 LB2575
 LB2575.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2575
 LB2575. The following values were computed from the NAD 83(1997) position.
 LB2575
 LB2575;                    North         East     Units Scale Factor Converg.
 LB2575;SPC IN W     -   531,779.326   914,339.036   MT  0.99996920   +0 06 29.1
 LB2575;SPC IN W     - 1,744,679.34  2,999,793.99   sFT  0.99996920   +0 06 29.1
 LB2575;UTM  16      - 4,432,007.260   507,224.438   MT  0.99960064   +0 03 16.1
 LB2575
 LB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722432007(NAD 83)
 LB2575
 LB2575                          SUPERSEDED SURVEY CONTROL
 LB2575
 LB2575  NAD 83(1986)-  40 02 17.74628(N)    086 54 55.15671(W) AD(       ) 3
 LB2575  NAD 27      -  40 02 17.59000(N)    086 54 55.13000(W) AD(       ) 3
 LB2575
 LB2575.Superseded values are not recommended for survey control.
 LB2575
 LB2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2575.See file dsdata.pdf to determine how the superseded data were derived.
 LB2575
 LB2575_MARKER: 52 = STANDPIPE TANK
 LB2575
 LB2575  HISTORY     - Date     Condition        Report By
 LB2575  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2575
 LB2575                          STATION DESCRIPTION
 LB2575
 LB2575'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2574 ***********************************************************************
 LB2574  DESIGNATION -  CRAWFORDSVILLE MID ST WIRE TK
 LB2574  PID         -  LB2574
 LB2574  STATE/COUNTY-  IN/MONTGOMERY
 LB2574  COUNTRY     -  US
 LB2574  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2574
 LB2574                         *CURRENT SURVEY CONTROL
 LB2574  ______________________________________________________________________
 LB2574* NAD 83(1997) POSITION- 40 02 12.19017(N) 086 53 11.96163(W)   ADJUSTED
 LB2574  ______________________________________________________________________
 LB2574  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 LB2574  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LB2574  HORZ ORDER      -  THIRD
 LB2574
 LB2574.The horizontal coordinates were established by classical geodetic methods
 LB2574.and adjusted by the National Geodetic Survey in May 1999.
 LB2574
 LB2574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2574.GEOID18 height accuracy estimate available here.
 LB2574
 LB2574.Click photographs - Photos may exist for this station.
 LB2574
 LB2574.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2574
 LB2574. The following values were computed from the NAD 83(1997) position.
 LB2574
 LB2574;                    North         East     Units Scale Factor Converg.
 LB2574;SPC IN W     -   531,613.182   916,785.482   MT  0.99997013   +0 07 35.5
 LB2574;SPC IN W     - 1,744,134.25  3,007,820.37   sFT  0.99997013   +0 07 35.5
 LB2574;UTM  16      - 4,431,838.889   509,669.826   MT  0.99960115   +0 04 22.5
 LB2574
 LB2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0966931838(NAD 83)
 LB2574
 LB2574                          SUPERSEDED SURVEY CONTROL
 LB2574
 LB2574  NAD 83(1986)-  40 02 12.19259(N)    086 53 11.97368(W) AD(       ) 3
 LB2574  NAD 27      -  40 02 12.00500(N)    086 53 11.94300(W) AD(       ) 3
 LB2574
 LB2574.Superseded values are not recommended for survey control.
 LB2574
 LB2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2574.See file dsdata.pdf to determine how the superseded data were derived.
 LB2574
 LB2574_MARKER: 53 = ELEVATED TANK
 LB2574
 LB2574  HISTORY     - Date     Condition        Report By
 LB2574  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2574  HISTORY     - 1948     GOOD             CGS
 LB2574
 LB2574                          STATION DESCRIPTION
 LB2574
 LB2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2574'THIS STATION IS A WATER TANK LOCATED ON THE GROUNDS OF THE MID-STATES
 LB2574'STEEL AND WIRE COMPANY WHICH IS AT THE S END OF OAK STREET IN THE
 LB2574'CITY OF CRAWFORDSVILLE, ABOUT 100 FEET E OF THE MONAN RAILROAD
 LB2574'TRACKS.
 LB2574'
 LB2574'THE TANK WAS BUILT IN 1928 AND IS QUITE PROMINENT.  THE TANK HAS FOUR
 LB2574'BLACK STEEL TRUSSWORK LEGS ABOUT 100 FEET HIGH, THE VERTICAL SECTION
 LB2574'IS 25 FEET HIGH PAINTED SILVER AND HAS MID STATES STEEL AND WIRE
 LB2574'CO. IN BLACK LETTERS ON THE N AND S SIDES.  THE CONICAL ROOF HAS A
 LB2574'SILVER BALL AT ITS APEX.  THE TOTAL HEIGHT IS 125 FEET.
 LB2574
 LB2574                          STATION RECOVERY (1948)
 LB2574
 LB2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2574'RECOVERED.  TANK IS NOW PAINTED BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2571 ***********************************************************************
 LB2571  DESIGNATION -  CRAWFORDSVILLE MONT CO CTHSE
 LB2571  PID         -  LB2571
 LB2571  STATE/COUNTY-  IN/MONTGOMERY
 LB2571  COUNTRY     -  US
 LB2571  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2571
 LB2571                         *CURRENT SURVEY CONTROL
 LB2571  ______________________________________________________________________
 LB2571* NAD 83(1997) POSITION- 40 02 31.20440(N) 086 54 03.81174(W)   ADJUSTED
 LB2571  ______________________________________________________________________
 LB2571  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 LB2571  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LB2571  HORZ ORDER      -  THIRD
 LB2571
 LB2571.The horizontal coordinates were established by classical geodetic methods
 LB2571.and adjusted by the National Geodetic Survey in May 1999.
 LB2571
 LB2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2571.GEOID18 height accuracy estimate available here.
 LB2571
 LB2571.Click photographs - Photos may exist for this station.
 LB2571
 LB2571.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2571
 LB2571. The following values were computed from the NAD 83(1997) position.
 LB2571
 LB2571;                    North         East     Units Scale Factor Converg.
 LB2571;SPC IN W     -   532,197.007   915,555.069   MT  0.99996964   +0 07 02.2
 LB2571;SPC IN W     - 1,746,049.68  3,003,783.59   sFT  0.99996964   +0 07 02.2
 LB2571;UTM  16      - 4,432,423.649   508,440.414   MT  0.99960088   +0 03 49.2
 LB2571
 LB2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0844032423(NAD 83)
 LB2571
 LB2571                          SUPERSEDED SURVEY CONTROL
 LB2571
 LB2571  NAD 83(1986)-  40 02 31.21125(N)    086 54 03.82508(W) AD(       ) 3
 LB2571  NAD 27      -  40 02 31.05100(N)    086 54 03.80000(W) AD(       ) 3
 LB2571
 LB2571.Superseded values are not recommended for survey control.
 LB2571
 LB2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2571.See file dsdata.pdf to determine how the superseded data were derived.
 LB2571
 LB2571_MARKER: 87 = DOME
 LB2571
 LB2571  HISTORY     - Date     Condition        Report By
 LB2571  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2571
 LB2571                          STATION DESCRIPTION
 LB2571
 LB2571'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2576 ***********************************************************************
 LB2576  DESIGNATION -  CRAWFORDSVILLE SPIRE
 LB2576  PID         -  LB2576
 LB2576  STATE/COUNTY-  IN/MONTGOMERY
 LB2576  COUNTRY     -  US
 LB2576  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2576
 LB2576                         *CURRENT SURVEY CONTROL
 LB2576  ______________________________________________________________________
 LB2576* NAD 83(1997) POSITION- 40 02 21.58136(N) 086 54 06.06707(W)   ADJUSTED
 LB2576  ______________________________________________________________________
 LB2576  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 LB2576  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 LB2576  HORZ ORDER      -  THIRD
 LB2576
 LB2576.The horizontal coordinates were established by classical geodetic methods
 LB2576.and adjusted by the National Geodetic Survey in May 1999.
 LB2576
 LB2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2576.GEOID18 height accuracy estimate available here.
 LB2576
 LB2576.Click photographs - Photos may exist for this station.
 LB2576
 LB2576.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2576
 LB2576. The following values were computed from the NAD 83(1997) position.
 LB2576
 LB2576;                    North         East     Units Scale Factor Converg.
 LB2576;SPC IN W     -   531,900.102   915,502.212   MT  0.99996962   +0 07 00.7
 LB2576;SPC IN W     - 1,745,075.58  3,003,610.17   sFT  0.99996962   +0 07 00.7
 LB2576;UTM  16      - 4,432,126.903   508,387.298   MT  0.99960087   +0 03 47.7
 LB2576
 LB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0838732126(NAD 83)
 LB2576
 LB2576                          SUPERSEDED SURVEY CONTROL
 LB2576
 LB2576  NAD 83(1986)-  40 02 21.58806(N)    086 54 06.08024(W) AD(       ) 3
 LB2576  NAD 27      -  40 02 21.43000(N)    086 54 06.06000(W) AD(       ) 3
 LB2576
 LB2576.Superseded values are not recommended for survey control.
 LB2576
 LB2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2576.See file dsdata.pdf to determine how the superseded data were derived.
 LB2576
 LB2576_MARKER: 89 = SPIRE
 LB2576
 LB2576  HISTORY     - Date     Condition        Report By
 LB2576  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2576
 LB2576                          STATION DESCRIPTION
 LB2576
 LB2576'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2572 ***********************************************************************
 LB2572  DESIGNATION -  CRAWFORDSVILLE WIRE BRICK STK
 LB2572  PID         -  LB2572
 LB2572  STATE/COUNTY-  IN/MONTGOMERY
 LB2572  COUNTRY     -  US
 LB2572  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2572
 LB2572                         *CURRENT SURVEY CONTROL
 LB2572  ______________________________________________________________________
 LB2572* NAD 83(1997) POSITION- 40 02 12.45793(N) 086 53 10.56830(W)   ADJUSTED
 LB2572  ______________________________________________________________________
 LB2572  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 LB2572  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LB2572  HORZ ORDER      -  THIRD
 LB2572
 LB2572.The horizontal coordinates were established by classical geodetic methods
 LB2572.and adjusted by the National Geodetic Survey in May 1999.
 LB2572
 LB2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2572.GEOID18 height accuracy estimate available here.
 LB2572
 LB2572.Click photographs - Photos may exist for this station.
 LB2572
 LB2572.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2572
 LB2572. The following values were computed from the NAD 83(1997) position.
 LB2572
 LB2572;                    North         East     Units Scale Factor Converg.
 LB2572;SPC IN W     -   531,621.513   916,818.495   MT  0.99997015   +0 07 36.4
 LB2572;SPC IN W     - 1,744,161.58  3,007,928.68   sFT  0.99997015   +0 07 36.4
 LB2572;UTM  16      - 4,431,847.186   509,702.835   MT  0.99960116   +0 04 23.4
 LB2572
 LB2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0970231847(NAD 83)
 LB2572
 LB2572                          SUPERSEDED SURVEY CONTROL
 LB2572
 LB2572  NAD 83(1986)-  40 02 12.45979(N)    086 53 10.58198(W) AD(       ) 3
 LB2572  NAD 27      -  40 02 12.30900(N)    086 53 10.55000(W) AD(       ) 3
 LB2572
 LB2572.Superseded values are not recommended for survey control.
 LB2572
 LB2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2572.See file dsdata.pdf to determine how the superseded data were derived.
 LB2572
 LB2572_MARKER: 63 = STACK
 LB2572
 LB2572  HISTORY     - Date     Condition        Report By
 LB2572  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2572
 LB2572                          STATION DESCRIPTION
 LB2572
 LB2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2572'THIS STATION IS A STACK LOCATED ON THE GROUNDS OF THE MID-STATES
 LB2572'STEEL AND WIRE COMPANY, AT THE S END OF OAK STREET IN THE SE PART OF
 LB2572'THE CITY OF CRAWFORDSVILLE, 100 FEET NNE OF A LARGE SILVER TANK,
 LB2572'200 FEET E OF MONAN RAILROAD TRACKS.  IT IS OF RED BRICK
 LB2572'CONSTRUCTION AND WAS ERECTED IN 1912.
 LB2572'
 LB2572'THE STACK IS ABOUT 90 FEET HIGH, 12 FEET IN DIAMETER AT THE BASE
 LB2572'AND 10 FEET IN DIAMETER AT THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2573 ***********************************************************************
 LB2573  DESIGNATION -  CRAWFORDSVILLE WIRE CONC STK
 LB2573  PID         -  LB2573
 LB2573  STATE/COUNTY-  IN/MONTGOMERY
 LB2573  COUNTRY     -  US
 LB2573  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB2573
 LB2573                         *CURRENT SURVEY CONTROL
 LB2573  ______________________________________________________________________
 LB2573* NAD 83(1997) POSITION- 40 02 13.64521(N) 086 53 08.59339(W)   ADJUSTED
 LB2573  ______________________________________________________________________
 LB2573  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 LB2573  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 LB2573  HORZ ORDER      -  THIRD
 LB2573
 LB2573.The horizontal coordinates were established by classical geodetic methods
 LB2573.and adjusted by the National Geodetic Survey in May 1999.
 LB2573
 LB2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2573.GEOID18 height accuracy estimate available here.
 LB2573
 LB2573.Click photographs - Photos may exist for this station.
 LB2573
 LB2573.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2573
 LB2573. The following values were computed from the NAD 83(1997) position.
 LB2573
 LB2573;                    North         East     Units Scale Factor Converg.
 LB2573;SPC IN W     -   531,658.235   916,865.233   MT  0.99997017   +0 07 37.6
 LB2573;SPC IN W     - 1,744,282.06  3,008,082.02   sFT  0.99997017   +0 07 37.6
 LB2573;UTM  16      - 4,431,883.851   509,749.590   MT  0.99960117   +0 04 24.7
 LB2573
 LB2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0974931883(NAD 83)
 LB2573
 LB2573                          SUPERSEDED SURVEY CONTROL
 LB2573
 LB2573  NAD 83(1986)-  40 02 13.64700(N)    086 53 08.60687(W) AD(       ) 3
 LB2573  NAD 27      -  40 02 13.49600(N)    086 53 08.57600(W) AD(       ) 3
 LB2573
 LB2573.Superseded values are not recommended for survey control.
 LB2573
 LB2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2573.See file dsdata.pdf to determine how the superseded data were derived.
 LB2573
 LB2573_MARKER: 63 = STACK
 LB2573
 LB2573  HISTORY     - Date     Condition        Report By
 LB2573  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2573
 LB2573                          STATION DESCRIPTION
 LB2573
 LB2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2573'THIS STATION IS A TALL CEMENT STACK LOCATED ON THE GROUNDS OF THE
 LB2573'MID-STATES STEEL AND WIRE COMPANY, AT THE S END OF OAK STREET IN THE
 LB2573'SE PART OF THE CITY OF CRAWFORDSVILLE.  ABOUT 300 FEET NNE OF A
 LB2573'LARGE SILVER TANK, 40 FEET W OF THE VAN DALEY RAILROAD TRACKS AND
 LB2573'200 FEET E OF THE END OF OAK STREET.
 LB2573'
 LB2573'THE STACK WAS BUILT IN 1902 AND IS QUITE PROMINENT.  THE STACK IS
 LB2573'ABOUT 110 FEET HIGH, 10 FEET IN DIAMETER AT THE BASE, 6 FEET IN
 LB2573'DIAMETER AT THE TOP AND IS CONSTRUCTED OF CEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1746 ***********************************************************************
 JA1746  DESIGNATION -  CREEK
 JA1746  PID         -  JA1746
 JA1746  STATE/COUNTY-  IN/HARRISON
 JA1746  COUNTRY     -  US
 JA1746  USGS QUAD   -  LACONIA (2019)
 JA1746
 JA1746                         *CURRENT SURVEY CONTROL
 JA1746  ______________________________________________________________________
 JA1746* NAD 83(1997) POSITION- 38 05 03.23074(N) 086 07 24.50090(W)   ADJUSTED
 JA1746* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 JA1746  ______________________________________________________________________
 JA1746  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 JA1746  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 JA1746  HORZ ORDER      -  SECOND
 JA1746
 JA1746.The horizontal coordinates were established by classical geodetic methods
 JA1746.and adjusted by the National Geodetic Survey in May 1999.
 JA1746
 JA1746.The orthometric height was scaled from a topographic map.
 JA1746
 JA1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1746.GEOID18 height accuracy estimate available here.
 JA1746
 JA1746.Click photographs - Photos may exist for this station.
 JA1746
 JA1746.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1746
 JA1746. The following values were computed from the NAD 83(1997) position.
 JA1746
 JA1746;                    North         East     Units Scale Factor Converg.
 JA1746;SPC IN E     -   314,941.641    59,924.790   MT  0.99998644   -0 16 54.4
 JA1746;SPC IN E     - 1,033,271.03    196,603.25   sFT  0.99998644   -0 16 54.4
 JA1746;UTM  16      - 4,215,523.362   576,869.394   MT  0.99967277   +0 32 26.5
 JA1746
 JA1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1746!SPC IN E     -   0.99997523  x   0.99998644  =   0.99996167
 JA1746!UTM  16      -   0.99997523  x   0.99967277  =   0.99964801
 JA1746
 JA1746:                Primary Azimuth Mark                     Grid Az
 JA1746:SPC IN E     -  CREEK AZ MK                              269 08 27.2
 JA1746:UTM  16      -  CREEK AZ MK                              268 19 06.3
 JA1746
 JA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7686915523(NAD 83)
 JA1746
 JA1746|---------------------------------------------------------------------|
 JA1746| PID    Reference Object                     Distance      Geod. Az  |
 JA1746|                                                           dddmmss.s |
 JA1746| JA1742 DOGWOOD ST MICHAELS CATH CH         APPROX. 4.6 KM 0701016.5 |
 JA1746| CG8420 CREEK RM 1                           21.702 METERS 13349     |
 JA1746| CG8421 CREEK RM 2                           20.016 METERS 23312     |
 JA1746| CG8419 CREEK AZ MK                                        2685132.8 |
 JA1746| JA1745 W 15                                  8.250 METERS 28952     |
 JA1746|---------------------------------------------------------------------|
 JA1746
 JA1746                          SUPERSEDED SURVEY CONTROL
 JA1746
 JA1746  NAD 83(1993)-  38 05 03.23104(N)    086 07 24.50100(W) AD(       ) 2
 JA1746  NAD 83(1986)-  38 05 03.23643(N)    086 07 24.50671(W) AD(       ) 2
 JA1746  NAD 27      -  38 05 02.97700(N)    086 07 24.62300(W) AD(       ) 2
 JA1746
 JA1746.Superseded values are not recommended for survey control.
 JA1746
 JA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1746.See file dsdata.pdf to determine how the superseded data were derived.
 JA1746
 JA1746_MARKER: DS = TRIANGULATION STATION DISK
 JA1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1746_STAMPING: CREEK 1947
 JA1746_MARK LOGO: CGS
 JA1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1746+STABILITY: SURFACE MOTION
 JA1746
 JA1746  HISTORY     - Date     Condition        Report By
 JA1746  HISTORY     - 1947     MONUMENTED       CGS
 JA1746
 JA1746                          STATION DESCRIPTION
 JA1746
 JA1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1746'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LACONIA AND 2 MILES
 JA1746'EAST-SOUTHEAST OF CENTRAL. IT IS 61 FEET
 JA1746'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A T-ROAD
 JA1746'INTERSECTION AND 6.7 FEET WEST OF A WITNESS POST. THE MARK
 JA1746'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CREEK 1947.
 JA1746'
 JA1746'REFERENCE MARK NO. 1 IS 71.20 FEET SOUTHEAST OF THE STATION AND 35
 JA1746'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD. THE
 JA1746'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CREEK NO 1 1947.
 JA1746'
 JA1746'REFERENCE MARK NO. 2 IS 65.67 FEET SOUTHWEST OF THE STATION AND 18
 JA1746'FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD. THE
 JA1746'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CREEK NO 2 1947.
 JA1746'
 JA1746'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CREEK TO
 JA1746'U.S.G.S. BENCH MARK W15 1937. IT IS 8.250 METERS 27.37 FEET
 JA1746'WEST-NORTHWEST OF THE STATION, AND 18 FEET EAST-SOUTHEAST OF THE
 JA1746'APPROXIMATE CENTERLINE OF THE ROAD. THE DISK IS A STANDARD
 JA1746'U.S.G.S. BENCH MARK DISK AND IS SET IN THE TOP OF A CONCRETE BLOCK
 JA1746'THAT PROJECTS 4 INCHES. THE DISK IS STAMPED W15 1937 626.
 JA1746'
 JA1746'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 16 FEET SOUTH OF
 JA1746'THE APPROXIMATE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 JA1746'WITNESS POST, AND 2.4 FEET SOUTHEAST OF A FENCE CORNER. THE MARK
 JA1746'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CREEK 1947.
 JA1746'
 JA1746'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL, GO SOUTH ON
 JA1746'STATE HIGHWAY 135 FOR 1 MILE TO A SIDE ROAD ON THE LEFT. TURN
 JA1746'LEFT, EAST, AND GO ON THE MAIN GRAVEL FOR 2.1 MILES TO A FARM
 JA1746'DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 JA1746'ON THE MAIN GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT AND
 JA1746'THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 JA1746'
 JA1746'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2573 ***********************************************************************
 ME2573  DESIGNATION -  CRESTON
 ME2573  PID         -  ME2573
 ME2573  STATE/COUNTY-  IN/LAKE
 ME2573  COUNTRY     -  US
 ME2573  USGS QUAD   -  LOWELL (2019)
 ME2573
 ME2573                         *CURRENT SURVEY CONTROL
 ME2573  ______________________________________________________________________
 ME2573* NAD 83(1997) POSITION- 41 19 31.41317(N) 087 28 08.54210(W)   ADJUSTED
 ME2573* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 ME2573  ______________________________________________________________________
 ME2573  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 ME2573  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 ME2573  HORZ ORDER      -  SECOND
 ME2573
 ME2573.The horizontal coordinates were established by classical geodetic methods
 ME2573.and adjusted by the National Geodetic Survey in May 1999.
 ME2573
 ME2573.The orthometric height was scaled from a topographic map.
 ME2573
 ME2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2573.GEOID18 height accuracy estimate available here.
 ME2573
 ME2573.Click photographs - Photos may exist for this station.
 ME2573
 ME2573.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2573
 ME2573. The following values were computed from the NAD 83(1997) position.
 ME2573
 ME2573;                    North         East     Units Scale Factor Converg.
 ME2573;SPC IN W     -   674,765.900   867,709.707   MT  0.99997949   -0 15 16.9
 ME2573;SPC IN W     - 2,213,794.46  2,846,810.93   sFT  0.99997949   -0 15 16.9
 ME2573;UTM  16      - 4,574,985.839   460,747.641   MT  0.99961896   -0 18 35.0
 ME2573
 ME2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2573!SPC IN W     -   0.99996903  x   0.99997949  =   0.99994852
 ME2573!UTM  16      -   0.99996903  x   0.99961896  =   0.99958801
 ME2573
 ME2573:                Primary Azimuth Mark                     Grid Az
 ME2573:SPC IN W     -  CRESTON AZ MK                            356 04 09.7
 ME2573:UTM  16      -  CRESTON AZ MK                            356 07 27.8
 ME2573
 ME2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6074774985(NAD 83)
 ME2573
 ME2573|---------------------------------------------------------------------|
 ME2573| PID    Reference Object                     Distance      Geod. Az  |
 ME2573|                                                           dddmmss.s |
 ME2573| CM3368 CRESTON RM 2                         29.371 METERS 17845     |
 ME2573| CM3366 CRESTON AZ MK                                      3554852.8 |
 ME2573| CM3367 CRESTON RM 1                         21.325 METERS 35931     |
 ME2573|---------------------------------------------------------------------|
 ME2573
 ME2573                          SUPERSEDED SURVEY CONTROL
 ME2573
 ME2573  NAD 83(1986)-  41 19 31.41852(N)    087 28 08.54809(W) AD(       ) 2
 ME2573  NAD 27      -  41 19 31.28250(N)    087 28 08.42510(W) AD(       ) 2
 ME2573
 ME2573.Superseded values are not recommended for survey control.
 ME2573
 ME2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2573.See file dsdata.pdf to determine how the superseded data were derived.
 ME2573
 ME2573_MARKER: DS = TRIANGULATION STATION DISK
 ME2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2573_STAMPING: CRESTON 1952
 ME2573_MARK LOGO: CGS
 ME2573_PROJECTION: PROJECTING 5 CENTIMETERS
 ME2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2573+STABILITY: SURFACE MOTION
 ME2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2573+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 ME2573
 ME2573  HISTORY     - Date     Condition        Report By
 ME2573  HISTORY     - 1952     MONUMENTED       CGS
 ME2573  HISTORY     - 1968     GOOD             CGS
 ME2573  HISTORY     - 20070414 GOOD             GEOCAC
 ME2573  HISTORY     - 20180320 GOOD             IN-089
 ME2573  HISTORY     - 20200724 GOOD             IN-089
 ME2573
 ME2573                          STATION DESCRIPTION
 ME2573
 ME2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2573'STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 41 ABOUT 7
 ME2573'MILES SOUTHWEST OF CROWN POINT AND ABOUT 3-1/2 MILES SOUTH OF COOK.
 ME2573'IT IS 98 FEET SOUTH OF THE CENTER OF A PAVED DRIVEWAY, 48 FEET EAST OF
 ME2573'THE CENTER OF THE EAST LANE OF HIGHWAY 41, 3 FEET NORTH OF A WHITE
 ME2573'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2
 ME2573'INCHES AND THE DISK IS STAMPED CRESTON 1952.
 ME2573'
 ME2573'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 ME2573'AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2
 ME2573'INCHES AND THE DISK IS STAMPED CRESTON NO 1 1952.
 ME2573'
 ME2573'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTER OF THE EAST LANE OF
 ME2573'THE HIGHWAY AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 2
 ME2573'INCHES AND THE DISK IS STAMPED CRESTON NO 2 1952.
 ME2573'
 ME2573'AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE WEST LANE OF HIGHWAY
 ME2573'41, 14 FEET SOUTH OF A POWER POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 ME2573'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME2573'CRESTON 1952.
 ME2573'
 ME2573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2573'HIGHWAY 8, WHICH IS ABOUT 6 MILES WEST OF CROWN POINT, GO SOUTH ON
 ME2573'HIGHWAY 41 FOR 3.0 MILES TO A PAVED CROSSROAD IN THE TOWN OF COOK.
 ME2573'CONTINUE SOUTH ON THE HIGHWAY FOR 2.9 MILES TO THE AZIMUTH MARK ON THE
 ME2573'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.6 MILE TO A
 ME2573'PAVED DRIVEWAY LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 ME2573'
 ME2573'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2573
 ME2573                          STATION RECOVERY (1968)
 ME2573
 ME2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2573'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2573'THE BELOW CHANGES.
 ME2573'
 ME2573'THE STATION MARK IS 78 FT (23.8 M) SOUTH OF THE CENTERLINE OF 157TH
 ME2573'AVENUE AND 1 FT (0.3 M) EAST OF A METAL WITNESS POST.
 ME2573'
 ME2573'REFERENCE MARK 1 IS 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF 157TH
 ME2573'AVENUE.  1 FT (0.3 M) SOUTHWEST OF A FENCE CORNER AND 1 FT (0.3 M)
 ME2573'NORTH OF A TELEPHONE POLE.
 ME2573'
 ME2573'THE AZIMUTH MARK IS 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 ME2573'
 ME2573'AIRLINE DISTANCE AND DIRECTION FOR NEAREST TOWN - 3-1/2 MI (5.63 KM)
 ME2573'SOUTH OF COOK.
 ME2573
 ME2573                          STATION RECOVERY (2007)
 ME2573
 ME2573'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2573'STATION AND BOTH REFERENCE MARKS FOUND.
 ME2573
 ME2573                          STATION RECOVERY (2018)
 ME2573
 ME2573'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 ME2573'RECOVERED IN GOOD CONDITION.
 ME2573
 ME2573                          STATION RECOVERY (2020)
 ME2573
 ME2573'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1802 ***********************************************************************
 JA1802  DESIGNATION -  CROIX
 JA1802  PID         -  JA1802
 JA1802  STATE/COUNTY-  IN/PERRY
 JA1802  COUNTRY     -  US
 JA1802  USGS QUAD   -  BRANCHVILLE (2019)
 JA1802
 JA1802                         *CURRENT SURVEY CONTROL
 JA1802  ______________________________________________________________________
 JA1802* NAD 83(1997) POSITION- 38 13 27.58402(N) 086 35 21.12131(W)   ADJUSTED
 JA1802* NAVD 88 ORTHO HEIGHT -   232.03  (+/-2cm)      761.3   (feet) VERTCON3
 JA1802  ______________________________________________________________________
 JA1802  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 JA1802  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 JA1802  HORZ ORDER      -  SECOND
 JA1802  VERT ORDER      -  THIRD ? (See Below)
 JA1802
 JA1802.The horizontal coordinates were established by classical geodetic methods
 JA1802.and adjusted by the National Geodetic Survey in May 1999.
 JA1802
 JA1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1802
 JA1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1802.GEOID18 height accuracy estimate available here.
 JA1802
 JA1802.The vertical order pertains to the NGVD 29 superseded value.
 JA1802
 JA1802.Click photographs - Photos may exist for this station.
 JA1802
 JA1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1802
 JA1802. The following values were computed from the NAD 83(1997) position.
 JA1802
 JA1802;                    North         East     Units Scale Factor Converg.
 JA1802;SPC IN W     -   330,508.832   943,267.058   MT  0.99998971   +0 18 20.7
 JA1802;SPC IN W     - 1,084,344.39  3,094,702.01   sFT  0.99998971   +0 18 20.7
 JA1802;UTM  16      - 4,230,785.011   535,957.039   MT  0.99961592   +0 15 15.1
 JA1802
 JA1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1802!SPC IN W     -   0.99996876  x   0.99998971  =   0.99995847
 JA1802!UTM  16      -   0.99996876  x   0.99961592  =   0.99958469
 JA1802
 JA1802:                Primary Azimuth Mark                     Grid Az
 JA1802:SPC IN W     -  CROIX AZ MK                              199 15 14.7
 JA1802:UTM  16      -  CROIX AZ MK                              199 18 20.3
 JA1802
 JA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3595730785(NAD 83)
 JA1802
 JA1802|---------------------------------------------------------------------|
 JA1802| PID    Reference Object                     Distance      Geod. Az  |
 JA1802|                                                           dddmmss.s |
 JA1802| CG8429 CROIX RM 1                           31.937 METERS 19852     |
 JA1802| CG8428 CROIX AZ MK                                        1993335.4 |
 JA1802| CG8430 CROIX RM 2                           30.096 METERS 32319     |
 JA1802|---------------------------------------------------------------------|
 JA1802
 JA1802                          SUPERSEDED SURVEY CONTROL
 JA1802
 JA1802  NAD 83(1993)-  38 13 27.58596(N)    086 35 21.12297(W) AD(       ) 2
 JA1802  NAD 83(1986)-  38 13 27.59030(N)    086 35 21.12550(W) AD(       ) 2
 JA1802  NAD 27      -  38 13 27.37000(N)    086 35 21.18300(W) AD(       ) 2
 JA1802  NGVD 29             232.12   (m)          761.5    (f) LEVELING    3  
 JA1802
 JA1802.Superseded values are not recommended for survey control.
 JA1802
 JA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1802.See file dsdata.pdf to determine how the superseded data were derived.
 JA1802
 JA1802_MARKER: DS = TRIANGULATION STATION DISK
 JA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1802_STAMPING: CROIX 1946
 JA1802_MARK LOGO: CGS
 JA1802_PROJECTION: FLUSH
 JA1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1802+STABILITY: SURFACE MOTION
 JA1802
 JA1802  HISTORY     - Date     Condition        Report By
 JA1802  HISTORY     - 1946     MONUMENTED       CGS
 JA1802
 JA1802                          STATION DESCRIPTION
 JA1802
 JA1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1802'THIS STATION IS IN THE NORTHWEST EDGE OF ST CROIX, 86 FEET NORTH OF
 JA1802'THE NORTHEAST CORNER
 JA1802'OF THE ST CROIX GRADE SCHOOL AND 43 FEET WEST OF A
 JA1802'SMALL HOUSE.  THE MARK IF FLUSH
 JA1802'WITH THE GROUND AND THE DISK IS
 JA1802'STAMPED CROIX 1946.
 JA1802'
 JA1802'REFERENCE MARK NO 1 IS 104.78 FEET SOUTH OF THE STATION AND 14 INCHES
 JA1802'NORTHEAST OF THE SOUTHEAST
 JA1802'CORNER OF THE SCHOOL.  THE MARK PROJECTS 3 INCHES
 JA1802'AND THE DISK IS STAMPED CROIX NO 1 1946.
 JA1802'
 JA1802'REFERENCE MARK NO 2 IS 98.74 FEET NORTHWEST OF THE STATION, 6 FEET
 JA1802'EAST OF A FENCE CORNER
 JA1802'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 JA1802'PROJECTS 4 INCHES AND THE DISK
 JA1802'IS STAMPED CROIX NO 2 1946.
 JA1802'
 JA1802'THE AZIMUTH MARK IS SOUTH OF THE STATION, 29 FEET WEST OF THE
 JA1802'CENTERLINE OF STATE
 JA1802'HIGHWAY 37, 6 FEET NORTH OF A BILLBOARD AND 3 FEET NORTHWEST OF
 JA1802'A WHITE WITNESS POST.
 JA1802'THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1802'STAMPED CROIX 1946.
 JA1802'
 JA1802'HEIGHT OF LIGHT ABOVE STATION MARK 30 METES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0640 ***********************************************************************
 JA0640  DESIGNATION -  CROOKED
 JA0640  PID         -  JA0640
 JA0640  STATE/COUNTY-  IN/SPENCER
 JA0640  COUNTRY     -  US
 JA0640  USGS QUAD   -  FULDA (2019)
 JA0640
 JA0640                         *CURRENT SURVEY CONTROL
 JA0640  ______________________________________________________________________
 JA0640* NAD 83(1997) POSITION- 38 00 04.35094(N) 086 51 31.05048(W)   ADJUSTED
 JA0640* NAVD 88 ORTHO HEIGHT -   125.514 (meters)      411.79  (feet) ADJUSTED
 JA0640  ______________________________________________________________________
 JA0640  GEOID HEIGHT    -        -31.797 (meters)                     GEOID18
 JA0640  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 JA0640  DYNAMIC HEIGHT  -        125.428 (meters)      411.51  (feet) COMP
 JA0640  MODELED GRAVITY -    979,945.1   (mgal)                       NAVD 88
 JA0640
 JA0640  HORZ ORDER      -  THIRD
 JA0640  VERT ORDER      -  FIRST     CLASS II
 JA0640
 JA0640.The horizontal coordinates were established by classical geodetic methods
 JA0640.and adjusted by the National Geodetic Survey in May 1999.
 JA0640
 JA0640.The orthometric height was determined by differential leveling and
 JA0640.adjusted by the NATIONAL GEODETIC SURVEY
 JA0640.in June 1991.
 JA0640
 JA0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0640.GEOID18 height accuracy estimate available here.
 JA0640
 JA0640.Click photographs - Photos may exist for this station.
 JA0640
 JA0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0640
 JA0640.The dynamic height is computed by dividing the NAVD 88
 JA0640.geopotential number by the normal gravity value computed on the
 JA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0640.degrees latitude (g = 980.6199 gals.).
 JA0640
 JA0640.The modeled gravity was interpolated from observed gravity values.
 JA0640
 JA0640. The following values were computed from the NAD 83(1997) position.
 JA0640
 JA0640;                    North         East     Units Scale Factor Converg.
 JA0640;SPC IN W     -   305,651.999   919,735.705   MT  0.99997146   +0 08 18.1
 JA0640;SPC IN W     - 1,002,793.27  3,017,499.56   sFT  0.99997146   +0 08 18.1
 JA0640;UTM  16      - 4,205,958.544   512,412.135   MT  0.99960190   +0 05 13.3
 JA0640
 JA0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0640!SPC IN W     -   0.99998529  x   0.99997146  =   0.99995676
 JA0640!UTM  16      -   0.99998529  x   0.99960190  =   0.99958720
 JA0640
 JA0640:                Primary Azimuth Mark                     Grid Az
 JA0640:SPC IN W     -  CROOKED AZ MK                            088 20 03.3
 JA0640:UTM  16      -  CROOKED AZ MK                            088 23 08.1
 JA0640
 JA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1241205958(NAD 83)
 JA0640
 JA0640|---------------------------------------------------------------------|
 JA0640| PID    Reference Object                     Distance      Geod. Az  |
 JA0640|                                                           dddmmss.s |
 JA0640| JA0639 CROOKED RM 1                         35.752 METERS 08025     |
 JA0640| JA0637 CROOKED AZ MK                                      0882821.4 |
 JA0640| JA0641 CROOKED RM 2                         22.628 METERS 16342     |
 JA0640|---------------------------------------------------------------------|
 JA0640
 JA0640                          SUPERSEDED SURVEY CONTROL
 JA0640
 JA0640  NAD 83(1993)-  38 00 04.35185(N)    086 51 31.05163(W) AD(       ) 3
 JA0640  NAD 83(1986)-  38 00 04.35814(N)    086 51 31.05422(W) AD(       ) 3
 JA0640  NAD 27      -  38 00 04.15900(N)    086 51 31.08700(W) AD(       ) 3
 JA0640  NGVD 29 (??/??/92)  125.623  (m)          412.15   (f) ADJ UNCH    1 2
 JA0640  NGVD 29             125.62   (m)          412.1    (f) LEVELING    3  
 JA0640
 JA0640.Superseded values are not recommended for survey control.
 JA0640
 JA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0640.See file dsdata.pdf to determine how the superseded data were derived.
 JA0640
 JA0640_MARKER: DS = TRIANGULATION STATION DISK
 JA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0640_STAMPING: CROOKED 1946
 JA0640_MARK LOGO: CGS
 JA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0640+STABILITY: SURFACE MOTION
 JA0640
 JA0640  HISTORY     - Date     Condition        Report By
 JA0640  HISTORY     - 1946     MONUMENTED       CGS
 JA0640  HISTORY     - 1965     GOOD             CGS
 JA0640  HISTORY     - 1965     GOOD             CGS
 JA0640  HISTORY     - 20221220 MARK NOT FOUND   INDOT
 JA0640
 JA0640                          STATION DESCRIPTION
 JA0640
 JA0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0640'THE STATION IS LOCATED 3.6 MILES WEST ON INDIANA STATE ROUTE 66 FROM
 JA0640'ST PIUS CATHOLIC CHRUCH IN TROY AT THE JUNCTION WITH STATE ROUTE 70.
 JA0640'IT IS 499 FEET WEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 JA0640'HIGHWAYS, 19 FEET NORTH OF THE EDGE OF THE HIGHWAY OUT, AND 4.5 FEET
 JA0640'NORTH OF A STANDARD REFERENCE POST IN THE WEDGE OF LAND FORMED BY THE
 JA0640'JUNCTION.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED CROOKED
 JA0640'1946.
 JA0640'
 JA0640'REFERENCE MARK NO 1 IS 117.30 FEET EAST OF THE STATION, 27 FEET WEST
 JA0640'OF A STOP SIGN, AND 24 FEET SOUTH OF THE CENTERLINE OF ROUTE 70.  THE
 JA0640'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED CROOKED NO 1 1946.
 JA0640'
 JA0640'REFERENCE MARK NO 2 IS 74.24 FEET SOUTH OF THE STATION AND 27 FEET
 JA0640'SOUTH OF THE CENTERLINE OF ROUTE 66.  THE MARK PROJECTS 8 INCHES AND
 JA0640'THE DISK IS STAMPED CROOKED NO 2 1946.
 JA0640'
 JA0640'THE AZIMUTH MARK S 2.3 MILES WEST OF ST PIUS CATHOLIC CHURCH IN TROY
 JA0640'AT THE JUNCTION OF STATE ROUTES 66 AND 245, 1.3 MILES EAST OF THE
 JA0640'STATION, 91 FEET NORTH OF THE CENTERLINE OF ROUTE 66, 20 FEET EAST OF
 JA0640'THE CENTERLINE OF ROUTE 245, AND 3 FEET WEST OF A STANDARD REFERENCE
 JA0640'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CROOKED
 JA0640'1946.
 JA0640'
 JA0640'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0640
 JA0640                          STATION RECOVERY (1965)
 JA0640
 JA0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0640'THE STATION MARK STAMPED CROOKED 1946, IS ABOUT 3.15 MILES NORTHWEST
 JA0640'ALONG STATE HIGHWAY 66 FROM THE ST PIUS CATHOLIC CHURCH AT TROY, IN
 JA0640'SECTION 16, T 6 S, R 4 W, 48 FEET NORTH OF THE CENTER LINE OF STATE
 JA0640'HIGHWAY 66, 43 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 70, 148
 JA0640'FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 38 FEET EAST OF A
 JA0640'14-INCH OAK TREE, 8 FEET NORTHWEST OF A POWER POLE, 4 FEET ABOVE THE
 JA0640'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0640'5 INCHS.
 JA0640'
 JA0640'RM 1, STAMPED CROOKED NO 1 1946, IS 117.3 FEET WEST OF THE STATION, 36
 JA0640'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 24 FEET SOUTH OF
 JA0640'THE CENTER LINE OF STATE HIGHWAY 70, 69 FEET WEST OF THE NORTHWEST
 JA0640'CORNER OF A PAVED TRIANGLE AT THE JUNCTION OF STATE HIGHWAYS 66 AND
 JA0640'70, ABOUT 3 FEET BELOW THE LEVEL OF STATE HIGHWAY 70, ABOUT 1.5 FEET
 JA0640'ABOVE THE LEVEL OF STATE HIGHWAY 66, AND SET IN THE TOP OF A CONCRETE
 JA0640'POST ABOUT LEVEL WITH THE GROUND.
 JA0640'
 JA0640'RM 2, STAMPED CROOKED NO 2 1946, IS 74.2 FEET SOUTH AND ACROSS STATE
 JA0640'HIGHWAY 66 FROM THE STATION, 26.5 FEET SOUTH OF THE CENTER LINE OF
 JA0640'STATE HIGHWAY 66, 15 FEET NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE
 JA0640'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0640'5 INCHES.
 JA0640'
 JA0640'THE AZIMUTH MARK, STAMPED CROOKED 1946, IS ABOUT 1.75 MILES NORTHWEST
 JA0640'ALONG STATE HIGHWAY 66 FROM THE ST PIUS CATHOLIC CHURCH AT TROY, IN
 JA0640'SECTION 15, T 6 S, R 4 W, 92 FEET NORTH OF THE CENTER LINE OF THE
 JA0640'HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF A PAVED ROAD LEADING
 JA0640'NORTH, IN THE CENTER OF A GRAVELED DRIVEWAY TO A STATE HIGHWAY STOCK
 JA0640'PILE YARD, SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA0640'DRIVEWAY.
 JA0640
 JA0640                          STATION RECOVERY (1965)
 JA0640
 JA0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0640'3.2 MI NW FROM TROY.
 JA0640'ABOUT 3.15 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0640'PIUS CATHOLIC CHURCH AT TROY, IN SECTON 16, T 6 S, R 4 W, 48
 JA0640'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 43 FEET SOUTH
 JA0640'OF THE CENTER LINE OF STATE HIGHWAY 70, 148 FEET EAST OF THE
 JA0640'SOUTHEAST CORNER OF A FRAME HOUSE, 117.3 FEET WEST OF CROOKED
 JA0640'R.M. 1, 38 FEET EAST OF A 14-INCH OAK TREE, 8 FEET NORTHWEST OF
 JA0640'A POWER POLE, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JA0640'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0640
 JA0640                          STATION RECOVERY (2022)
 JA0640
 JA0640'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0640'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1472 ***********************************************************************
 MD1472  DESIGNATION -  CROOKED
 MD1472  PID         -  MD1472
 MD1472  STATE/COUNTY-  IN/STEUBEN
 MD1472  COUNTRY     -  US
 MD1472  USGS QUAD   -  ANGOLA WEST (2019)
 MD1472
 MD1472                         *CURRENT SURVEY CONTROL
 MD1472  ______________________________________________________________________
 MD1472* NAD 83(1997) POSITION- 41 41 09.79575(N) 085 03 52.92817(W)   ADJUSTED
 MD1472* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 MD1472  ______________________________________________________________________
 MD1472  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 MD1472  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 MD1472  HORZ ORDER      -  SECOND
 MD1472
 MD1472.The horizontal coordinates were established by classical geodetic methods
 MD1472.and adjusted by the National Geodetic Survey in May 1999.
 MD1472
 MD1472.The orthometric height was scaled from a topographic map.
 MD1472
 MD1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1472.GEOID18 height accuracy estimate available here.
 MD1472
 MD1472.Click photographs - Photos may exist for this station.
 MD1472
 MD1472.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1472
 MD1472. The following values were computed from the NAD 83(1997) position.
 MD1472
 MD1472;                    North         East     Units Scale Factor Converg.
 MD1472;SPC IN E     -   714,924.318   150,116.038   MT  0.99999756   +0 24 01.2
 MD1472;SPC IN E     - 2,345,547.53    492,505.70   sFT  0.99999756   +0 24 01.2
 MD1472;SPC MI S     -    20,908.431 3,941,877.304   MT  1.00012364   -0 28 30.1
 MD1472;SPC MI S     -    68,597.21 12,932,668.32   iFT  1.00012364   -0 28 30.1
 MD1472;UTM  16      - 4,616,729.579   661,065.745   MT  0.99991925   +1 17 14.4
 MD1472
 MD1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1472!SPC IN E     -   0.99995410  x   0.99999756  =   0.99995167
 MD1472!SPC MI S     -   0.99995410  x   1.00012364  =   1.00007774
 MD1472!UTM  16      -   0.99995410  x   0.99991925  =   0.99987336
 MD1472
 MD1472:                Primary Azimuth Mark                     Grid Az
 MD1472:SPC IN E     -  CROOKED AZ MK                            273 35 35.7
 MD1472:SPC MI S     -  CROOKED AZ MK                            274 28 07.0
 MD1472:UTM  16      -  CROOKED AZ MK                            272 42 22.5
 MD1472
 MD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6106516729(NAD 83)
 MD1472
 MD1472|---------------------------------------------------------------------|
 MD1472| PID    Reference Object                     Distance      Geod. Az  |
 MD1472|                                                           dddmmss.s |
 MD1472| CC8527 CROOKED RM 1                         29.385 METERS 14725     |
 MD1472| MD1478 TT W45 T                            220.978 METERS 26038     |
 MD1472| CC8526 CROOKED AZ MK                                      2735936.9 |
 MD1472| CC8528 CROOKED RM 2                         32.370 METERS 31328     |
 MD1472|---------------------------------------------------------------------|
 MD1472
 MD1472                          SUPERSEDED SURVEY CONTROL
 MD1472
 MD1472  NAD 83(1995)-  41 41 09.79562(N)    085 03 52.92906(W) AD(       ) 2
 MD1472  NAD 83(1994)-  41 41 09.79669(N)    085 03 52.93301(W) AD(       ) 2
 MD1472  NAD 83(1986)-  41 41 09.79624(N)    085 03 52.94111(W) AD(       ) 2
 MD1472  NAD 27      -  41 41 09.61480(N)    085 03 53.05930(W) AD(       ) 2
 MD1472
 MD1472.Superseded values are not recommended for survey control.
 MD1472
 MD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1472.See file dsdata.pdf to determine how the superseded data were derived.
 MD1472
 MD1472_MARKER: DS = TRIANGULATION STATION DISK
 MD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1472_STAMPING: CROOKED 1946
 MD1472_MARK LOGO: CGS
 MD1472_PROJECTION: RECESSED 5 CENTIMETERS
 MD1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1472+STABILITY: SURFACE MOTION
 MD1472
 MD1472  HISTORY     - Date     Condition        Report By
 MD1472  HISTORY     - 1946     MONUMENTED       CGS
 MD1472  HISTORY     - 1960     GOOD             CGS
 MD1472
 MD1472                          STATION DESCRIPTION
 MD1472
 MD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1472'THE STATION IS LOCATED ON A SMALL HILL ABOUT 7-1/2 MILES
 MD1472'WEST-SOUTHWEST FROM FREMONT AND 4-3/4 MILES NORTHWEST FROM ANGOLA.  IT
 MD1472'IS 110 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD AND 20
 MD1472'FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD CONCRETE FOUNDATION.  THE
 MD1472'MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MD1472'STAMPED CROOKED 1946.
 MD1472'
 MD1472'REFERENCE MARK NO. 1 IS 96.41 FEET SOUTHEAST OF THE STATION, 72 FEET
 MD1472'WEST OF A 36 INCH ELM TREE AND 19 FEET NORTH OF THE APPROXIMATE
 MD1472'CENTERLINE OF A PAVED ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD1472'DISK IS STAMPED CROOKED 1946.
 MD1472'
 MD1472'REFERENCE MARK NO. 2 IS 104.22 FEET NORTHWEST OF THE STATION AND 49
 MD1472'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AN UNPAINTED BARN.  THE MARK
 MD1472'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CROOKED 1946.
 MD1472'
 MD1472'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 120 FEET EAST OF A
 MD1472'SIDE ROAD SOUTH, 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 MD1472'PAVED ROAD.  AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 MD1472'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CROOKED 1946.
 MD1472'
 MD1472'TT W45 T IS 220.671 METER WEST OF THE STATION, 35 FEET SOUTHEAST OF A
 MD1472'T-ROAD INTERSECTION AND 15 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 MD1472'IS AN 8 BY 8 CONCRETE POST PROJECTING ABOUT 6 INCHES AND THE DISK IS A
 MD1472'STANDARD USGS DISK STAMPED TT W45 T ELEVATION 1052.
 MD1472'
 MD1472'TO REACH THE STATION FROM THE ANGOLA TRAFFIC CIRCLE, GO WEST ON U.S.
 MD1472'HIGHWAY NO.  20 FOR 1.4 MILES TO A CROSSROADS.  TURN RIGHT AND GO
 MD1472'NORTH FOR 2.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.4 MILE,
 MD1472'TURN LEFT AROUND LAKE FOR 0.6 MILE.  TURN RIGHT AT NORTH END OF LAKE
 MD1472'AND GO 0.4 MILE TO A CROSSROADS.  TURN LEFT AND GO WEST FOR 0.8 MILE
 MD1472'TO STATION ON THE RIGHT IN A FARMYARD.  CONTINUE WEST 0.15 MILE TO A
 MD1472'SIDE ROAD SOUTH AND TT W45 T (USGS) IN THE SOUTHEAST ANGLE.  CONTINUE
 MD1472'WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MD1472'
 MD1472'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1472
 MD1472                          STATION RECOVERY (1960)
 MD1472
 MD1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1472'ABOUT 1.6 MILES W ALONG NO. 20 U. S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1472'TRAFFIC CIRCLE IN ANGOLA TO TOP OF HILL AND TURN RIGHT, THENCE 3.0
 MD1472'MILES N ON PAVED COUNTY ROAD TO T-ROAD AND TURN LEFT, THENCE 0.4 MILE
 MD1472'W AND BEAR LEFT, THENCE W ALONG N SIDE OF CROOKED LAKE FOR 0.6 MILE,
 MD1472'THENCE 0.4 MILE N TO CROSSROADS AND TURN LEFT, THENCE W 0.9 MILE TO
 MD1472'STATION ON RIGHT, 100 FEET N OF CENTER LINE OF 18-FOOT ASPHALT COUNTY
 MD1472'ROAD, ABOUT 20 YARDS S OF HIGHEST POINT OF HILL, 54 FEET E OF CENTER
 MD1472'LINE OF GRAVEL DRIVEWAY, 21 FEET S OF SW INSIDE CORNER OF
 MD1472'RUBBLE-MASONRY WALLED CELLAR, 4 FEET E OF PROJECTED PLANE OF W WALL OF
 MD1472'SAME, STANDARD DISKS STAMPED CROOKED 1946 ARE SET IN 1A AND 7A MARKS,
 MD1472'THE UPPER ONE FLUSH WITH THE GROUND.
 MD1472'
 MD1472'REFERENCE STAMPED CROOKED NO 1 1946, NOTE 11A, FLUSH, IS 96.04 FEET OR
 MD1472'29.273 METERS SE IN AZIMUTH 327 DEG. 25 MIN. FROM THE STATION, 104
 MD1472'FEET E OF CENTER LINE OF THE DRIVEWAY, 19 FEET N OF CENTER LINE OF
 MD1472'ROAD, 0.8 FEET HIGHER THAN SAME, AND 1.7 FEET W OF STEEL WITNESS POST.
 MD1472'
 MD1472'REFERENCE STAMPED CROOKED NO 2 1946, NOTE 11A, 0.2 FOOT UNDERGROUND,
 MD1472'IS 104.13 FEET OR 31.739 METERS NW IN AZIMUTH 133 DEG. 28 MIN. FROM
 MD1472'THE STATION, 172 FEET N OF CENTER LINE OF ROAD, 40 FEET S OF S WALL OF
 MD1472'BARN, 0.1 FOOT LOWER THAN CONCRETE FLOOR OF BARN, 21 FEET W OF CENTER
 MD1472'LINE OF DRIVEWAY.
 MD1472'
 MD1472'AZIMUTH STAMPED CROOKED 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT
 MD1472'0.25 MILE W OF THE STATION, ABOUT 50 YARDS ESE OF LONG ROAD CURVES W
 MD1472'END, 94 FEET E OF CENTER LINE OF DRIVEWAY, 23 FEET SSW OF CENTER LINE
 MD1472'OF ASPHALT ROAD, 0.1 FOOT LOWER THAN SAME, AND 1.8 FEET ESE OF STEEL
 MD1472'WITNESS POST.
 MD1472'
 MD1472'U. S. GEOLOGICAL SURVEY TRAVERSE STATION AND BENCH MARK STAMPED TT W
 MD1472'45 T 1052 WITH THE LAST NUMBER ITS ELEVATION ABOVE SEA LEVEL, IS A
 MD1472'STANDARD U.S.G.S. DISK SET IN TOP OF AN 8-BY 8-INCH CONCRETE POST THAT
 MD1472'PROJECTS 2 INCHES, IT IS ABOUT 0.15 MILE (SEE DATA) W OF THE STATION,
 MD1472'40 FEET SSW OF CENTER LINE OF 18-FOOT ASPHALT ROAD ON CURVE, 0.1 FOOT
 MD1472'LOWER THAN SAME, 11 FEET S OF THE PROJECTED LINE OF THE TANGENT FROM
 MD1472'THE E, 29 FEET E OF CENTER LINE OF TANGENT OF ASPHALT ROAD FROM THE S,
 MD1472'AND 14 FEET NE OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0637 ***********************************************************************
 JA0637  DESIGNATION -  CROOKED AZ MK
 JA0637  PID         -  JA0637
 JA0637  STATE/COUNTY-  IN/SPENCER
 JA0637  COUNTRY     -  US
 JA0637  USGS QUAD   -  FULDA (2019)
 JA0637
 JA0637                         *CURRENT SURVEY CONTROL
 JA0637  ______________________________________________________________________
 JA0637* NAD 83(1986) POSITION- 38 00 05.     (N) 086 50 03.     (W)   SCALED
 JA0637* NAVD 88 ORTHO HEIGHT -   129.874 (meters)      426.09  (feet) ADJUSTED
 JA0637  ______________________________________________________________________
 JA0637  GEOID HEIGHT    -        -31.867 (meters)                     GEOID18
 JA0637  DYNAMIC HEIGHT  -        129.785 (meters)      425.80  (feet) COMP
 JA0637  MODELED GRAVITY -    979,941.6   (mgal)                       NAVD 88
 JA0637
 JA0637  VERT ORDER      -  FIRST     CLASS II
 JA0637
 JA0637.The horizontal coordinates were scaled from a map and have
 JA0637.an estimated accuracy of +/- 6 seconds.
 JA0637
 JA0637.The orthometric height was determined by differential leveling and
 JA0637.adjusted by the NATIONAL GEODETIC SURVEY
 JA0637.in June 1991.
 JA0637
 JA0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0637.GEOID18 height accuracy estimate available here.
 JA0637
 JA0637.Click photographs - Photos may exist for this station.
 JA0637
 JA0637.The dynamic height is computed by dividing the NAVD 88
 JA0637.geopotential number by the normal gravity value computed on the
 JA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0637.degrees latitude (g = 980.6199 gals.).
 JA0637
 JA0637.The modeled gravity was interpolated from observed gravity values.
 JA0637
 JA0637;                    North         East    Units  Estimated Accuracy
 JA0637;SPC IN W     -   305,680.      921,880.      MT  (+/- 180 meters Scaled)
 JA0637
 JA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH145059(NAD 83)
 JA0637
 JA0637                          SUPERSEDED SURVEY CONTROL
 JA0637
 JA0637  NGVD 29 (??/??/92)  129.983  (m)          426.45   (f) ADJ UNCH    1 2
 JA0637
 JA0637.Superseded values are not recommended for survey control.
 JA0637
 JA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0637.See file dsdata.pdf to determine how the superseded data were derived.
 JA0637
 JA0637_MARKER: DZ = AZIMUTH MARK DISK
 JA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0637_STAMPING: CROOKED 1946
 JA0637_MARK LOGO: CGS
 JA0637_PROJECTION: FLUSH
 JA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0637+STABILITY: SURFACE MOTION
 JA0637
 JA0637  HISTORY     - Date     Condition        Report By
 JA0637  HISTORY     - 1946     MONUMENTED       CGS
 JA0637  HISTORY     - 1965     GOOD             CGS
 JA0637
 JA0637                          STATION DESCRIPTION
 JA0637
 JA0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0637'1.8 MI NW FROM TROY.
 JA0637'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0637'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 15, T 6 S, R 4 W, 92
 JA0637'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF
 JA0637'THE CENTER LINE OF AN ASPHALT ROAD LEADING NORTH, IN THE CENTER
 JA0637'OF A GRAVELED DRIVEWAY TO A STATE HIGHWAY DEPARTMENT STOCK PILE
 JA0637'YARD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0639 ***********************************************************************
 JA0639  DESIGNATION -  CROOKED RM 1
 JA0639  PID         -  JA0639
 JA0639  STATE/COUNTY-  IN/SPENCER
 JA0639  COUNTRY     -  US
 JA0639  USGS QUAD   -  FULDA (2019)
 JA0639
 JA0639                         *CURRENT SURVEY CONTROL
 JA0639  ______________________________________________________________________
 JA0639* NAD 83(1986) POSITION- 38 00 04.54   (N) 086 51 29.61   (W)   HD_HELD1
 JA0639* NAVD 88 ORTHO HEIGHT -   124.560 (meters)      408.66  (feet) ADJUSTED
 JA0639  ______________________________________________________________________
 JA0639  GEOID HEIGHT    -        -31.799 (meters)                     GEOID18
 JA0639  DYNAMIC HEIGHT  -        124.475 (meters)      408.38  (feet) COMP
 JA0639  MODELED GRAVITY -    979,945.1   (mgal)                       NAVD 88
 JA0639
 JA0639  VERT ORDER      -  FIRST     CLASS II
 JA0639
 JA0639.The horizontal coordinates were determined by differentially corrected
 JA0639.hand held GPS observations or other comparable positioning techniques
 JA0639.and have an estimated accuracy of +/- 3 meters.
 JA0639
 JA0639.The orthometric height was determined by differential leveling and
 JA0639.adjusted by the NATIONAL GEODETIC SURVEY
 JA0639.in June 1991.
 JA0639
 JA0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0639.GEOID18 height accuracy estimate available here.
 JA0639
 JA0639.Click photographs - Photos may exist for this station.
 JA0639
 JA0639.The dynamic height is computed by dividing the NAVD 88
 JA0639.geopotential number by the normal gravity value computed on the
 JA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0639.degrees latitude (g = 980.6199 gals.).
 JA0639
 JA0639.The modeled gravity was interpolated from observed gravity values.
 JA0639
 JA0639;                    North         East    Units  Estimated Accuracy
 JA0639;SPC IN W     -   305,657.9     919,770.8     MT  (+/- 3 meters HH1 GPS) 
 JA0639
 JA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1244705964(NAD 83)
 JA0639
 JA0639                          SUPERSEDED SURVEY CONTROL
 JA0639
 JA0639  NGVD 29 (??/??/92)  124.669  (m)          409.02   (f) ADJ UNCH    1 2
 JA0639
 JA0639.Superseded values are not recommended for survey control.
 JA0639
 JA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0639.See file dsdata.pdf to determine how the superseded data were derived.
 JA0639
 JA0639_MARKER: DR = REFERENCE MARK DISK
 JA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0639_STAMPING: CROOKED NO 1 1946
 JA0639_MARK LOGO: CGS
 JA0639_PROJECTION: FLUSH
 JA0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0639+STABILITY: SURFACE MOTION
 JA0639
 JA0639  HISTORY     - Date     Condition        Report By
 JA0639  HISTORY     - 1946     MONUMENTED       CGS
 JA0639  HISTORY     - 1965     GOOD             CGS
 JA0639
 JA0639                          STATION DESCRIPTION
 JA0639
 JA0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0639'3.2 MI NW FROM TROY.
 JA0639'ABOUT 3.15 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0639'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 16, T 6 S, R 4 W, 36
 JA0639'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 24 FEET SOUTH
 JA0639'OF THE CENTER LINE OF STATE HIGHWAY 70, 117.3 FEET WEST OF
 JA0639'CROOKED 1946, 69 FEET WEST OF THE NORTHWEST CORNER OF A PAVED
 JA0639'TRIANGLE AT THE JUNCTION OF STATE HIGHWAYS 66 AND 70 ABOUT 3
 JA0639'FEET BELOW THE LEVEL OF STATE HIGHWAY 70, ABOUT 1 1/2 FEET ABOVE
 JA0639'THE LEVEL OF STATE HIGHWAY 66, SET IN THE TOP OF A CONCRETE
 JA0639'POST ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0641 ***********************************************************************
 JA0641  DESIGNATION -  CROOKED RM 2
 JA0641  PID         -  JA0641
 JA0641  STATE/COUNTY-  IN/SPENCER
 JA0641  COUNTRY     -  US
 JA0641  USGS QUAD   -  FULDA (2019)
 JA0641
 JA0641                         *CURRENT SURVEY CONTROL
 JA0641  ______________________________________________________________________
 JA0641* NAD 83(1986) POSITION- 38 00 03.65   (N) 086 51 30.79   (W)   HD_HELD1
 JA0641* NAVD 88 ORTHO HEIGHT -   123.889 (meters)      406.46  (feet) ADJUSTED
 JA0641  ______________________________________________________________________
 JA0641  GEOID HEIGHT    -        -31.797 (meters)                     GEOID18
 JA0641  DYNAMIC HEIGHT  -        123.805 (meters)      406.18  (feet) COMP
 JA0641  MODELED GRAVITY -    979,945.1   (mgal)                       NAVD 88
 JA0641
 JA0641  VERT ORDER      -  FIRST     CLASS II
 JA0641
 JA0641.The horizontal coordinates were determined by differentially corrected
 JA0641.hand held GPS observations or other comparable positioning techniques
 JA0641.and have an estimated accuracy of +/- 3 meters.
 JA0641
 JA0641.The orthometric height was determined by differential leveling and
 JA0641.adjusted by the NATIONAL GEODETIC SURVEY
 JA0641.in June 1991.
 JA0641
 JA0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0641.GEOID18 height accuracy estimate available here.
 JA0641
 JA0641.Click photographs - Photos may exist for this station.
 JA0641
 JA0641.The dynamic height is computed by dividing the NAVD 88
 JA0641.geopotential number by the normal gravity value computed on the
 JA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0641.degrees latitude (g = 980.6199 gals.).
 JA0641
 JA0641.The modeled gravity was interpolated from observed gravity values.
 JA0641
 JA0641;                    North         East    Units  Estimated Accuracy
 JA0641;SPC IN W     -   305,630.4     919,742.1     MT  (+/- 3 meters HH1 GPS) 
 JA0641
 JA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1241805936(NAD 83)
 JA0641
 JA0641                          SUPERSEDED SURVEY CONTROL
 JA0641
 JA0641  NGVD 29 (??/??/92)  123.998  (m)          406.82   (f) ADJ UNCH    1 2
 JA0641
 JA0641.Superseded values are not recommended for survey control.
 JA0641
 JA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0641.See file dsdata.pdf to determine how the superseded data were derived.
 JA0641
 JA0641_MARKER: DR = REFERENCE MARK DISK
 JA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0641_STAMPING: CROOKED NO 2 1946
 JA0641_MARK LOGO: CGS
 JA0641_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0641+STABILITY: SURFACE MOTION
 JA0641
 JA0641  HISTORY     - Date     Condition        Report By
 JA0641  HISTORY     - 1946     MONUMENTED       CGS
 JA0641  HISTORY     - 1965     GOOD             CGS
 JA0641  HISTORY     - 20170604 GOOD             GEOCAC
 JA0641
 JA0641                          STATION DESCRIPTION
 JA0641
 JA0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0641'3.2 MI NW FROM TROY.
 JA0641'ABOUT 3.15 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0641'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 16, T 6 S, R 4 W, 26 1/2
 JA0641'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66, 74.2 FEET
 JA0641'SOUTH AND ACROSS STATE HIGHWAY 66 FROM CROOKED 1946, 15 FEET
 JA0641'NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0641'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0641
 JA0641                          STATION RECOVERY (2017)
 JA0641
 JA0641'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2357 ***********************************************************************
 HZ2357  DESIGNATION -  CROTHERS
 HZ2357  PID         -  HZ2357
 HZ2357  STATE/COUNTY-  IN/JACKSON
 HZ2357  COUNTRY     -  US
 HZ2357  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ2357
 HZ2357                         *CURRENT SURVEY CONTROL
 HZ2357  ______________________________________________________________________
 HZ2357* NAD 83(1997) POSITION- 38 47 09.04588(N) 085 50 00.51665(W)   ADJUSTED
 HZ2357* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 HZ2357  ______________________________________________________________________
 HZ2357  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 HZ2357  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HZ2357  HORZ ORDER      -  SECOND
 HZ2357
 HZ2357.The horizontal coordinates were established by classical geodetic methods
 HZ2357.and adjusted by the National Geodetic Survey in May 1999.
 HZ2357
 HZ2357.The orthometric height was scaled from a topographic map.
 HZ2357
 HZ2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2357.GEOID18 height accuracy estimate available here.
 HZ2357
 HZ2357.Click photographs - Photos may exist for this station.
 HZ2357
 HZ2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2357
 HZ2357. The following values were computed from the NAD 83(1997) position.
 HZ2357
 HZ2357;                    North         East     Units Scale Factor Converg.
 HZ2357;SPC IN E     -   392,736.337    85,506.855   MT  0.99996925   -0 06 16.2
 HZ2357;SPC IN E     - 1,288,502.47    280,533.74   sFT  0.99996925   -0 06 16.2
 HZ2357;UTM  16      - 4,293,658.251   601,316.593   MT  0.99972640   +0 43 50.8
 HZ2357
 HZ2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2357!SPC IN E     -   0.99997819  x   0.99996925  =   0.99994744
 HZ2357!UTM  16      -   0.99997819  x   0.99972640  =   0.99970459
 HZ2357
 HZ2357:                Primary Azimuth Mark                     Grid Az
 HZ2357:SPC IN E     -  CROTHERSVILLE MUNICIPAL TANK             326 42 22.2
 HZ2357:UTM  16      -  CROTHERSVILLE MUNICIPAL TANK             325 52 15.2
 HZ2357
 HZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0131693658(NAD 83)
 HZ2357
 HZ2357|---------------------------------------------------------------------|
 HZ2357| PID    Reference Object                     Distance      Geod. Az  |
 HZ2357|                                                           dddmmss.s |
 HZ2357| CG8432 CROTHERS RM 1                        29.666 METERS 13818     |
 HZ2357| HZ2341 AUSTIN AMER CAN CO TANK             APPROX. 4.8 KM 1525514.1 |
 HZ2357| CG8433 CROTHERS RM 2                        24.110 METERS 22509     |
 HZ2357| HZ2356 CROTHERSVILLE MUNICIPAL TANK        APPROX. 1.2 KM 3263606.0 |
 HZ2357| CG8431 CROTHERS AZ MK                                     3341433.9 |
 HZ2357|---------------------------------------------------------------------|
 HZ2357
 HZ2357                          SUPERSEDED SURVEY CONTROL
 HZ2357
 HZ2357  NAD 83(1993)-  38 47 09.04877(N)    085 50 00.51481(W) AD(       ) 2
 HZ2357  NAD 83(1986)-  38 47 09.04903(N)    085 50 00.51971(W) AD(       ) 2
 HZ2357  NAD 27      -  38 47 08.84600(N)    085 50 00.62700(W) AD(       ) 2
 HZ2357
 HZ2357.Superseded values are not recommended for survey control.
 HZ2357
 HZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2357.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2357
 HZ2357_MARKER: DS = TRIANGULATION STATION DISK
 HZ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2357_STAMPING: CROTHERS 1947
 HZ2357_MARK LOGO: CGS
 HZ2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2357+STABILITY: SURFACE MOTION
 HZ2357
 HZ2357  HISTORY     - Date     Condition        Report By
 HZ2357  HISTORY     - 1947     MONUMENTED       CGS
 HZ2357  HISTORY     - 1976     GOOD             NGS
 HZ2357
 HZ2357                          STATION DESCRIPTION
 HZ2357
 HZ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2357'THE STATION IS LOCATED BESIDE U.S. HIGHWAY 31 AT THE MUSCATATUCK
 HZ2357'PARK, STATE HIGHWAY COMMISSION OF INDIANA ROAD SIDE PARK. IT IS
 HZ2357'0.7 MILE SOUTH-SOUTHEAST FROM THE POST OFFICE IN CROTHERSVILLE VIA
 HZ2357'THE HIGHWAY AND 66 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HZ2357'HIGHWAY. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CROTHERS
 HZ2357'1947.
 HZ2357'
 HZ2357'REFERENCE MARK NO. 1 IS 97.35 FEET SOUTHEAST OF THE STATION AND 44
 HZ2357'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 HZ2357'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CROTHERS NO 1 1947.
 HZ2357'
 HZ2357'REFERENCE MARK NO. 2 IS 79.10 FT. SOUTHWEST OF THE STATION AND 8 FEET
 HZ2357'EAST OF THE APPROXIMATE CENTERLINE OF THE PARK DRIVEWAY. THE MARK
 HZ2357'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CROTHERS NO 2 1947.
 HZ2357'
 HZ2357'THE AZIMUTH MARK IS 0.35 MILE NORTHWEST OF THE STATION, 27 FEET EAST
 HZ2357'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE LATH
 HZ2357'FENCE CORNER, AND 1.5 FEET WEST OF A WITNESS POST. THE MARK PROJECTS
 HZ2357'4 INCHES, AND THE DISK IS STAMPED CROTHERS 1947.
 HZ2357'
 HZ2357'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2357
 HZ2357                          STATION RECOVERY (1976)
 HZ2357
 HZ2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2357'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 HZ2357'IN GOOD CONDITION, ALTHOUGH THE AZIMUTH MARK WAS OBSTRUCTED BY A
 HZ2357'SIGN AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 HZ2357'BE LONGER BY 0.06 FOOT, THE DIRECTION WAS GREATER BY 44-SECONDS.
 HZ2357'THE DISTANCE TO REFERENCE MARK 2 WAS CHECKED BY 0.03 FOOT
 HZ2357'SHORTER.  THE DIRECTION WAS LESS BY 1-MINUTE.
 HZ2357'
 HZ2357'THE 1947 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HZ2357'
 HZ2357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.85 MILE SOUTH
 HZ2357'OF CROTHERSVILLE.
 HZ2357'
 HZ2357'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2356 ***********************************************************************
 HZ2356  DESIGNATION -  CROTHERSVILLE MUNICIPAL TANK
 HZ2356  PID         -  HZ2356
 HZ2356  STATE/COUNTY-  IN/JACKSON
 HZ2356  COUNTRY     -  US
 HZ2356  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ2356
 HZ2356                         *CURRENT SURVEY CONTROL
 HZ2356  ______________________________________________________________________
 HZ2356* NAD 83(1997) POSITION- 38 47 42.13968(N) 085 50 28.39937(W)   ADJUSTED
 HZ2356  ______________________________________________________________________
 HZ2356  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 HZ2356  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HZ2356  HORZ ORDER      -  THIRD
 HZ2356
 HZ2356.The horizontal coordinates were established by classical geodetic methods
 HZ2356.and adjusted by the National Geodetic Survey in May 1999.
 HZ2356
 HZ2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2356.GEOID18 height accuracy estimate available here.
 HZ2356
 HZ2356.Click photographs - Photos may exist for this station.
 HZ2356
 HZ2356.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2356
 HZ2356. The following values were computed from the NAD 83(1997) position.
 HZ2356
 HZ2356;                    North         East     Units Scale Factor Converg.
 HZ2356;SPC IN E     -   393,758.057    84,835.867   MT  0.99996950   -0 06 33.7
 HZ2356;SPC IN E     - 1,291,854.56    278,332.34   sFT  0.99996950   -0 06 33.7
 HZ2356;UTM  16      - 4,294,669.834   600,630.949   MT  0.99972470   +0 43 33.9
 HZ2356
 HZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0063094669(NAD 83)
 HZ2356
 HZ2356                          SUPERSEDED SURVEY CONTROL
 HZ2356
 HZ2356  NAD 83(1993)-  38 47 42.14277(N)    085 50 28.39761(W) AD(       ) 3
 HZ2356  NAD 83(1986)-  38 47 42.14288(N)    085 50 28.40236(W) AD(       ) 3
 HZ2356  NAD 27      -  38 47 41.95000(N)    085 50 28.51000(W) AD(       ) 3
 HZ2356
 HZ2356.Superseded values are not recommended for survey control.
 HZ2356
 HZ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2356.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2356
 HZ2356_MARKER: 53 = ELEVATED TANK
 HZ2356
 HZ2356  HISTORY     - Date     Condition        Report By
 HZ2356  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2356
 HZ2356                          STATION DESCRIPTION
 HZ2356
 HZ2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2356'THIS IS AN INTERSECTION STATION.
 HZ2356'
 HZ2356'THE STATION IS LOCATED IN THE WEST SECTION OF THE VILLAGE OF
 HZ2356'CROTHERSVILLE AND ONE BLOCK WEST OF U.S. HIGHWAY 31.  THE WATER
 HZ2356'TANK IS A FOUR LEGGED STEEL STRUCTURE THAT IS PAINTED SILVER AND
 HZ2356'ABOUT 125 FEET HIGH.
 HZ2356'
 HZ2356'THE POINT INTERSECTED WAS THE SMALL IRON BALL AT THE APEX OF THE
 HZ2356'ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0807 ***********************************************************************
 MD0807  DESIGNATION -  CROWELL
 MD0807  PID         -  MD0807
 MD0807  STATE/COUNTY-  IN/ALLEN
 MD0807  COUNTRY     -  US
 MD0807  USGS QUAD   -  CHURUBUSCO (2019)
 MD0807
 MD0807                         *CURRENT SURVEY CONTROL
 MD0807  ______________________________________________________________________
 MD0807* NAD 83(1997) POSITION- 41 07 57.34767(N) 085 18 47.71162(W)   ADJUSTED
 MD0807* NAVD 88 ORTHO HEIGHT -   260.629 (meters)      855.08  (feet) ADJUSTED
 MD0807  ______________________________________________________________________
 MD0807  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 MD0807  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 MD0807  DYNAMIC HEIGHT  -        260.530 (meters)      854.76  (feet) COMP
 MD0807  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 MD0807
 MD0807  HORZ ORDER      -  SECOND
 MD0807  VERT ORDER      -  SECOND    CLASS 0
 MD0807
 MD0807.The horizontal coordinates were established by classical geodetic methods
 MD0807.and adjusted by the National Geodetic Survey in May 1999.
 MD0807
 MD0807.The orthometric height was determined by differential leveling and
 MD0807.adjusted by the NATIONAL GEODETIC SURVEY
 MD0807.in June 1991.
 MD0807
 MD0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0807.GEOID18 height accuracy estimate available here.
 MD0807
 MD0807.Click photographs - Photos may exist for this station.
 MD0807
 MD0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0807
 MD0807.The dynamic height is computed by dividing the NAVD 88
 MD0807.geopotential number by the normal gravity value computed on the
 MD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0807.degrees latitude (g = 980.6199 gals.).
 MD0807
 MD0807.The modeled gravity was interpolated from observed gravity values.
 MD0807
 MD0807. The following values were computed from the NAD 83(1997) position.
 MD0807
 MD0807;                    North         East     Units Scale Factor Converg.
 MD0807;SPC IN E     -   653,343.444   129,673.872   MT  0.99997750   +0 13 56.9
 MD0807;SPC IN E     - 2,143,510.95    425,438.36   sFT  0.99997750   +0 13 56.9
 MD0807;UTM  16      - 4,554,847.752   641,576.108   MT  0.99984669   +1 06 35.0
 MD0807
 MD0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0807!SPC IN E     -   0.99996427  x   0.99997750  =   0.99994177
 MD0807!UTM  16      -   0.99996427  x   0.99984669  =   0.99981096
 MD0807
 MD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4157654847(NAD 83)
 MD0807
 MD0807                          SUPERSEDED SURVEY CONTROL
 MD0807
 MD0807  NAD 83(1995)-  41 07 57.34946(N)    085 18 47.71666(W) AD(       ) 2
 MD0807  NAD 83(1986)-  41 07 57.34948(N)    085 18 47.72434(W) AD(       ) 2
 MD0807  NAD 27      -  41 07 57.17890(N)    085 18 47.81100(W) AD(       ) 2
 MD0807  NGVD 29 (??/??/92)  260.786  (m)          855.60   (f) ADJ UNCH    2 0
 MD0807  NGVD 29             260.79   (m)          855.6    (f) LEVELING    3  
 MD0807
 MD0807.Superseded values are not recommended for survey control.
 MD0807
 MD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0807.See file dsdata.pdf to determine how the superseded data were derived.
 MD0807
 MD0807_MARKER: DE = TRAVERSE STATION DISK
 MD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0807_STAMPING: CROWELL 1963
 MD0807_MARK LOGO: CGS
 MD0807_PROJECTION: FLUSH
 MD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0807+STABILITY: SURFACE MOTION
 MD0807
 MD0807  HISTORY     - Date     Condition        Report By
 MD0807  HISTORY     - 1963     MONUMENTED       CGS
 MD0807  HISTORY     - 1963     GOOD             CGS
 MD0807  HISTORY     - 1963     GOOD             CGS
 MD0807  HISTORY     - 1964     GOOD             CGS
 MD0807
 MD0807                          STATION DESCRIPTION
 MD0807
 MD0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0807'THE STATION IS LOCATED 9.0 MILES NORTHWEST OF FORT WAYNE ALONG OLD
 MD0807'U.S. HIGHWAY 30.  TO REACH
 MD0807'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 BY PASS, U.S.
 MD0807'HIGHWAY 33, AND U.S. HIGHWAY 30
 MD0807'CITY (NORTH OF FORT WAYNE), GO 1.2 MILES NORTH-NORTHWEST
 MD0807'ALONG U.S. HIGHWAY 33 TO FORT MEYER, TURN
 MD0807'LEFT AND GO 4.55 MILES WEST ON OLD U.S.
 MD0807'HIGHWAY 30 (WASHINGTON CENTER ROAD) TO STATION ON LEFT AT
 MD0807'INTERSECTION OF THE BUTT ROAD.
 MD0807'IT IS 75.5 FEET SOUTHEAST OF THE INTERSECTION OF THE BUTT ROAD AND
 MD0807'OLD U.S.  HIGHWAY 30, 63.9 FEET
 MD0807'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 30, 43.3 FEET
 MD0807'EAST OF THE CENTERLINE OF THE BUTT ROAD,
 MD0807'35.9 FEET SOUTH-SOUTHWEST OF A 9 INCH
 MD0807'OAK TREE, 21.5 FEET EAST-SOUTHWEST OF A 7 INCH TELEPHONE
 MD0807'POLE, AND 9.6 FEET NORTHWEST OF A
 MD0807'NORTHEAST-SOUTHWEST FENCE LINE.  STATION IS A STANDARD TRAVERSE DISK
 MD0807'STAMPED CROWELL 1963,
 MD0807'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 MD0807'AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MD0807
 MD0807                          STATION RECOVERY (1963)
 MD0807
 MD0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0807'ONLY THE STATION MARK WAS FOUND.  IT IS IN GOOD CONDITION.  NO
 MD0807'PREVIOUS DESCRIPTION WAS
 MD0807'AVAILABLE TO THIS WRITER.
 MD0807'
 MD0807'ABOUT 9 MILES AIR LINE WNW OF THE HEART OF FORT WAYNE, OR ABOUT 6.8
 MD0807'MILES W ALONG NO.  30 U.S. HWY.
 MD0807'FROM ITS BRIDGE OVER NO. 69 INTERSTATE HWY. AT 4-WAY INTERCHANGE
 MD0807'BETWEEN THE TWO, THENCE 0.5 MILE N
 MD0807'ALONG BUTT ROAD TO INTERSECTION WITH THE OLD NO. 30 HWY. AND THE
 MD0807'MARK ON RIGHT, 63 FEET S OF CENTER LINE
 MD0807'OF OLD HWY. 22-FOOT ASPHALT PAVEMENT, 43 FEET E OF
 MD0807'CENTER LINE OF BUTT ROAD, A STANDARD DISK STAMPED CROWELL
 MD0807'1963 IS SET IN TOP OF NOTE-1B
 MD0807'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF AN ESTIMATED
 MD0807'4-INCHES-THICK MEASURED 8-FOOT
 MD0807'CIRCULAR APRON OF CONCRETE EVIDENTLY AN AERIAL PHOTO TARGET.  IT IS
 MD0807'267.42 FEET OR (81.510 METERS) AS
 MD0807'MEASURED ONLY WITH A 300-FOOT STEEL TAPE IN ESTIMATED AZIMUTH 85
 MD0807'DEGREES (W) FROM TRIANGULATION
 MD0807'STATION WWESSEL FOR WHICH SEE RECOVERY NOTE THEREOF.
 MD0807
 MD0807                          STATION RECOVERY (1963)
 MD0807
 MD0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0807'2 MI NW FROM ARCOLA.
 MD0807'LOCATED 2.0 MILES NORTHWEST OF POST OFFICE IN ARCOLA.  TO REACH
 MD0807'MARK FROM THE POST OFFICE IN ARCOLA, DRIVE 0.05 MILE WEST ON THE
 MD0807'ARCOLA ROAD TO THE EME ROAD, TURN RIGHT AND GO 0.40 MILES NORTH
 MD0807'ON THE EME ROAD TO YELLOW RIVER ROAD, TURN LEFT AND GO 1.15
 MD0807'MILES WEST-NORTHWEST ON THE YELLOW RIVER ROAD TO THE BUTT ROAD,
 MD0807'TURN RIGHT AND GO 1.0 MILE NORTH CROSSING NEW U.S. HIGHWAY 30
 MD0807'TO OLD U.S. HIGHWAY 30 WHERE MARK IS ON THE RIGHT.  IT IS 75.5
 MD0807'FEET SOUTHEAST OF THE INTERSECTION OF THE BUTT ROAD AND U.S.
 MD0807'HIGHWAY 30, 63.9 FEET SOUTH OF THE CENTERLINE OF THE OLD U.S.
 MD0807'HIGHWAY 30, 43.3 FEET EAST OF THE CENTERLINE OF THE BUTT ROAD,
 MD0807'35.9 FT. SOUTH-SOUTHWEST OF A 9 INCH OAK TREE, 21.5 FT.
 MD0807'EAST-SOUTHEAST OF A 7 INCH TELEPHONE POLE AND 9.6 FEET NORTHWEST
 MD0807'OF A NORTHEAST-SOUTHEAST FENCE LINE.  A STANDARD TRAVERSE DISK
 MD0807'STAMPED CROWELL 1963, SET IN A 12 INCH ROUND CONCRETE MONUMENT
 MD0807'THAT IS FLUSH WITH AN 8 FOOT ROUND CAMERA TARGET.
 MD0807
 MD0807                          STATION RECOVERY (1964)
 MD0807
 MD0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 MD0807'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT
 MD0807'CONDITION.  THE ORIGINAL
 MD0807'DESCRIPTION AND TO-REACH ARE COMPLETELY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2564 ***********************************************************************
 ME2564  DESIGNATION -  CROWN POINT
 ME2564  PID         -  ME2564
 ME2564  STATE/COUNTY-  IN/LAKE
 ME2564  COUNTRY     -  US
 ME2564  USGS QUAD   -  CROWN POINT (2019)
 ME2564
 ME2564                         *CURRENT SURVEY CONTROL
 ME2564  ______________________________________________________________________
 ME2564* NAD 83(1997) POSITION- 41 24 15.70043(N) 087 22 06.87727(W)   ADJUSTED
 ME2564* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 ME2564  ______________________________________________________________________
 ME2564  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 ME2564  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 ME2564  HORZ ORDER      -  THIRD
 ME2564
 ME2564.The horizontal coordinates were established by classical geodetic methods
 ME2564.and adjusted by the National Geodetic Survey in May 1999.
 ME2564
 ME2564.The orthometric height was scaled from a topographic map.
 ME2564
 ME2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2564.GEOID18 height accuracy estimate available here.
 ME2564
 ME2564.Click photographs - Photos may exist for this station.
 ME2564
 ME2564.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2564
 ME2564. The following values were computed from the NAD 83(1997) position.
 ME2564
 ME2564;                    North         East     Units Scale Factor Converg.
 ME2564;SPC IN W     -   683,503.441   876,149.021   MT  0.99997366   -0 11 19.1
 ME2564;SPC IN W     - 2,242,460.87  2,874,498.91   sFT  0.99997366   -0 11 19.1
 ME2564;UTM  16      - 4,583,712.111   469,192.298   MT  0.99961168   -0 14 37.6
 ME2564
 ME2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2564!SPC IN W     -   0.99996874  x   0.99997366  =   0.99994240
 ME2564!UTM  16      -   0.99996874  x   0.99961168  =   0.99958043
 ME2564
 ME2564:                Primary Azimuth Mark                     Grid Az
 ME2564:SPC IN W     -  ST JOHN                                  301 20 24.1
 ME2564:UTM  16      -  ST JOHN                                  301 23 42.6
 ME2564
 ME2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6919283712(NAD 83)
 ME2564
 ME2564|---------------------------------------------------------------------|
 ME2564| PID    Reference Object                     Distance      Geod. Az  |
 ME2564|                                                           dddmmss.s |
 ME2564| ME2560 CROWN POINT COURTHOUSE DOME         APPROX. 1.5 KM 0115610.1 |
 ME2564| ME2566 CROWN POINT MUNICIPAL TANK          APPROX. 1.3 KM 0222650.1 |
 ME2564| CM3373 CROWN POINT AZ MK                                  1870953.2 |
 ME2564| CM3374 CROWN POINT RM 1                     29.227 METERS 24933     |
 ME2564| ME2576 ST JOHN                             APPROX. 9.7 KM 3010905.0 |
 ME2564| CM3375 CROWN POINT RM 2                     26.457 METERS 34718     |
 ME2564|---------------------------------------------------------------------|
 ME2564
 ME2564                          SUPERSEDED SURVEY CONTROL
 ME2564
 ME2564  NAD 83(1986)-  41 24 15.70604(N)    087 22 06.88383(W) AD(       ) 3
 ME2564  NAD 27      -  41 24 15.56820(N)    087 22 06.75580(W) AD(       ) 3
 ME2564
 ME2564.Superseded values are not recommended for survey control.
 ME2564
 ME2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2564.See file dsdata.pdf to determine how the superseded data were derived.
 ME2564
 ME2564_MARKER: DS = TRIANGULATION STATION DISK
 ME2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2564_STAMPING: CROWN POINT 1952
 ME2564_MARK LOGO: CGS
 ME2564_PROJECTION: FLUSH
 ME2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2564+STABILITY: SURFACE MOTION
 ME2564
 ME2564  HISTORY     - Date     Condition        Report By
 ME2564  HISTORY     - 1952     MONUMENTED       CGS
 ME2564  HISTORY     - 1968     GOOD             CGS
 ME2564  HISTORY     - 20070324 GOOD             GEOCAC
 ME2564  HISTORY     - 20070701 GOOD             GEOCAC
 ME2564
 ME2564                          STATION DESCRIPTION
 ME2564
 ME2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2564'STATION IS LOCATED IN THE SOUTH EDGE OF CROWN POINT IN THE NORTHEAST
 ME2564'CORNER OF THE LAKE COUNTY FAIR
 ME2564'GROUNDS.  IT IS 0.1 MILE SOUTH OF THE NORTHEAST ENTRANCE TO THE FAIR
 ME2564'GROUNDS, 106 FEET EAST OF THE
 ME2564'CENTER OF A PAVED ROAD, 65 FEET WEST OF THE CENTER OF
 ME2564'COURT STREET, 35 FEET NORTHEAST OF A 36 INCH OAK
 ME2564'TREE, 24 FEET WEST OF A FENCE LINE AND
 ME2564'24 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2564'DISK IS STAMPED CROWN POINT 1952.
 ME2564'
 ME2564'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF THE PAVED ROAD.
 ME2564'THE MARK IS FLUSH AND THE DISK
 ME2564'IS STAMPED CROWN POINT NO 1 1952.
 ME2564'
 ME2564'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE FENCE LINE AND 30 FEET
 ME2564'EAST OF THE CENTER OF THE
 ME2564'PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CROWN POINT NO
 ME2564'2 1952.
 ME2564'
 ME2564'AZIMUTH MARK IS 75 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 37
 ME2564'FEET EAST OF THE CENTER OF
 ME2564'COURT STREET, 10 FEET NORTH OF THE CENTER OF A DRIVEWAY, 10 FEET EAST
 ME2564'OF A 12 INCH MAPLE TREE AND 6 FEET
 ME2564'EAST OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK IS
 ME2564'FLUSH AND THE DISK IS STAMPED CROWN POINT 1952.
 ME2564'
 ME2564'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COURT STREET
 ME2564'FOR 0.15 MILE TO THE MARK ON
 ME2564'THE LEFT AS DESCRIBED.
 ME2564
 ME2564                          STATION RECOVERY (1968)
 ME2564
 ME2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2564'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 ME2564'AN INTENSE SEARCH
 ME2564'WAS MADE FOR THE AZIMUTH MARK BUT IT COULD NOT BE
 ME2564'FOUND AND IS ASSUMED DESTROYED BY
 ME2564'CONSTRUCTION OF NEW HOMES IN THE
 ME2564'AREA.  THERE WERE NO OBJECTS VISIBLE TO SET A NEW
 ME2564'AZIMUTH MARK FROM.
 ME2564'
 ME2564'THE DESCRIPTION TO THE STATION IS GOOD EXCEPT THAT REFERENCE MARK
 ME2564'1 IS NOW 2 INCHES
 ME2564'UNDERGROUND.
 ME2564'
 ME2564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CROWN POINT.
 ME2564
 ME2564                          STATION RECOVERY (2007)
 ME2564
 ME2564'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2564'STATION RECOVERED. DESCRIPTION STILL VALID EXCEPT THAT REFERENCE MARK
 ME2564'2 IS NOW 2 INCHES ABOVE GROUND.
 ME2564
 ME2564                          STATION RECOVERY (2007)
 ME2564
 ME2564'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2564'FOUND STATION AND RM 2
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2560 ***********************************************************************
 ME2560  DESIGNATION -  CROWN POINT COURTHOUSE DOME
 ME2560  PID         -  ME2560
 ME2560  STATE/COUNTY-  IN/LAKE
 ME2560  COUNTRY     -  US
 ME2560  USGS QUAD   -  CROWN POINT (2019)
 ME2560
 ME2560                         *CURRENT SURVEY CONTROL
 ME2560  ______________________________________________________________________
 ME2560* NAD 83(1997) POSITION- 41 25 02.56754(N) 087 21 53.71577(W)   ADJUSTED
 ME2560  ______________________________________________________________________
 ME2560  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 ME2560  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 ME2560  HORZ ORDER      -  THIRD
 ME2560
 ME2560.The horizontal coordinates were established by classical geodetic methods
 ME2560.and adjusted by the National Geodetic Survey in May 1999.
 ME2560
 ME2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2560.GEOID18 height accuracy estimate available here.
 ME2560
 ME2560.Click photographs - Photos may exist for this station.
 ME2560
 ME2560.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2560
 ME2560. The following values were computed from the NAD 83(1997) position.
 ME2560
 ME2560;                    North         East     Units Scale Factor Converg.
 ME2560;SPC IN W     -   684,948.270   876,459.420   MT  0.99997348   -0 11 10.6
 ME2560;SPC IN W     - 2,247,201.12  2,875,517.28   sFT  0.99997348   -0 11 10.6
 ME2560;UTM  16      - 4,585,156.118   469,503.974   MT  0.99961144   -0 14 29.1
 ME2560
 ME2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6950385156(NAD 83)
 ME2560
 ME2560                          SUPERSEDED SURVEY CONTROL
 ME2560
 ME2560  NAD 83(1986)-  41 25 02.57308(N)    087 21 53.72203(W) AD(       ) 3
 ME2560  NAD 27      -  41 25 02.43500(N)    087 21 53.59400(W) AD(       ) 3
 ME2560
 ME2560.Superseded values are not recommended for survey control.
 ME2560
 ME2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2560.See file dsdata.pdf to determine how the superseded data were derived.
 ME2560
 ME2560_MARKER: 87 = DOME
 ME2560
 ME2560  HISTORY     - Date     Condition        Report By
 ME2560  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2560  HISTORY     - 19910524 GOOD             USPSQD
 ME2560
 ME2560                          STATION DESCRIPTION
 ME2560
 ME2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2560'THE STATION IS THE BASE OF THE FLAGPOLE ATOP THE LAKE
 ME2560'COUNTY COURT HOUSE
 ME2560'DOME.  IT IS ON THE CENTER AND TALLEST OF THREE DOMES IN A LINE
 ME2560'NORTH AND SOUTH.  THE DOME IS A BRICK
 ME2560'STRUCTURE, 130 FEET HIGH AND THE COURT HOUSE
 ME2560'IS IN THE CENTER OF THE COURT HOUSE SQUARE IN THE CENTER
 ME2560'OF CROWN POINT.
 ME2560
 ME2560                          STATION RECOVERY (1991)
 ME2560
 ME2560'RECOVERY NOTE BY US POWER SQUADRON 1991 (EYS)
 ME2560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2561 ***********************************************************************
 ME2561  DESIGNATION -  CROWN POINT RADIO KSA 228 MAST
 ME2561  PID         -  ME2561
 ME2561  STATE/COUNTY-  IN/LAKE
 ME2561  COUNTRY     -  US
 ME2561  USGS QUAD   -  CROWN POINT (2019)
 ME2561
 ME2561                         *CURRENT SURVEY CONTROL
 ME2561  ______________________________________________________________________
 ME2561* NAD 83(1997) POSITION- 41 25 00.34335(N) 087 21 11.59330(W)   ADJUSTED
 ME2561  ______________________________________________________________________
 ME2561  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 ME2561  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 ME2561  HORZ ORDER      -  THIRD
 ME2561
 ME2561.The horizontal coordinates were established by classical geodetic methods
 ME2561.and adjusted by the National Geodetic Survey in May 1999.
 ME2561
 ME2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2561.GEOID18 height accuracy estimate available here.
 ME2561
 ME2561.Click photographs - Photos may exist for this station.
 ME2561
 ME2561.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2561
 ME2561. The following values were computed from the NAD 83(1997) position.
 ME2561
 ME2561;                    North         East     Units Scale Factor Converg.
 ME2561;SPC IN W     -   684,876.540   877,437.378   MT  0.99997293   -0 10 42.7
 ME2561;SPC IN W     - 2,246,965.78  2,878,725.80   sFT  0.99997293   -0 10 42.7
 ME2561;UTM  16      - 4,585,083.473   470,481.509   MT  0.99961072   -0 14 01.2
 ME2561
 ME2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7048185083(NAD 83)
 ME2561
 ME2561                          SUPERSEDED SURVEY CONTROL
 ME2561
 ME2561  NAD 83(1986)-  41 25 00.34888(N)    087 21 11.59962(W) AD(       ) 3
 ME2561  NAD 27      -  41 25 00.21000(N)    087 21 11.47200(W) AD(       ) 3
 ME2561
 ME2561.Superseded values are not recommended for survey control.
 ME2561
 ME2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2561.See file dsdata.pdf to determine how the superseded data were derived.
 ME2561
 ME2561_MARKER: 42 = RADIO/TV MAST
 ME2561
 ME2561  HISTORY     - Date     Condition        Report By
 ME2561  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2561
 ME2561                          STATION DESCRIPTION
 ME2561
 ME2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2561'STATION IS LOCATED AT THE EAST END OF CROWN POINT, ABOUT 0.1
 ME2561'MILE EAST OF THE
 ME2561'INTERSECTION OF SOUTH INDIANA AND EAST KATHERINE STREETS, ON PROPERTY
 ME2561'OF THE NORTHERN INDIANA PUBLIC
 ME2561'SERVICE COMPANY.  IT IS A STEEL MAST ABOUT 175 FEET HIGH
 ME2561'PAINTED IN ALTERNATE SECTIONS, WHITE AND
 ME2561'INTERNATIONAL ORANGE.  THE POINT OBSERVED ON
 ME2561'WAS THE CENTER OF THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2565 ***********************************************************************
 ME2565  DESIGNATION -  CROWN POINT ST MARYS CATH CH
 ME2565  PID         -  ME2565
 ME2565  STATE/COUNTY-  IN/LAKE
 ME2565  COUNTRY     -  US
 ME2565  USGS QUAD   -  CROWN POINT (2019)
 ME2565
 ME2565                         *CURRENT SURVEY CONTROL
 ME2565  ______________________________________________________________________
 ME2565* NAD 83(1997) POSITION- 41 24 57.83557(N) 087 21 40.50480(W)   ADJUSTED
 ME2565  ______________________________________________________________________
 ME2565  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME2565  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 ME2565  HORZ ORDER      -  THIRD
 ME2565
 ME2565.The horizontal coordinates were established by classical geodetic methods
 ME2565.and adjusted by the National Geodetic Survey in May 1999.
 ME2565
 ME2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2565.GEOID18 height accuracy estimate available here.
 ME2565
 ME2565.Click photographs - Photos may exist for this station.
 ME2565
 ME2565.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2565
 ME2565. The following values were computed from the NAD 83(1997) position.
 ME2565
 ME2565;                    North         East     Units Scale Factor Converg.
 ME2565;SPC IN W     -   684,801.300   876,765.738   MT  0.99997331   -0 11 01.9
 ME2565;SPC IN W     - 2,246,718.93  2,876,522.26   sFT  0.99997331   -0 11 01.9
 ME2565;UTM  16      - 4,585,008.906   469,810.040   MT  0.99961122   -0 14 20.3
 ME2565
 ME2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6981085008(NAD 83)
 ME2565
 ME2565                          SUPERSEDED SURVEY CONTROL
 ME2565
 ME2565  NAD 83(1986)-  41 24 57.84111(N)    087 21 40.51109(W) AD(       ) 3
 ME2565  NAD 27      -  41 24 57.70300(N)    087 21 40.38300(W) AD(       ) 3
 ME2565
 ME2565.Superseded values are not recommended for survey control.
 ME2565
 ME2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2565.See file dsdata.pdf to determine how the superseded data were derived.
 ME2565
 ME2565_MARKER: 90 = CHURCH SPIRE
 ME2565
 ME2565  HISTORY     - Date     Condition        Report By
 ME2565  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2565  HISTORY     - 19910524 GOOD             USPSQD
 ME2565
 ME2565                          STATION DESCRIPTION
 ME2565
 ME2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2565'THE STATION IS THE CROSS ATOP THE ST. MARYS CATHOLIC CHURCH
 ME2565'SPIRE.  THE CHURCH
 ME2565'IS OF BRICK STRUCTURE WITH A SPIRE ABOUT 100 FEET HIGH ON THE NORTH
 ME2565'SIDE OF THE CHURCH AND IS LOCATED
 ME2565'SOUTH OF THE CORNER OF JOLIET AND NICHOLOS STREETS,
 ME2565'3 BLOCKS EAST OF THE COURTHOUSE SQUARE.
 ME2565
 ME2565                          STATION RECOVERY (1991)
 ME2565
 ME2565'RECOVERY NOTE BY US POWER SQUADRON 1991 (EYS)
 ME2565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2259 ***********************************************************************
 ME2259  DESIGNATION -  CRUM
 ME2259  PID         -  ME2259
 ME2259  STATE/COUNTY-  IN/ST JOSEPH
 ME2259  COUNTRY     -  US
 ME2259  USGS QUAD   -  NORTH LIBERTY (2019)
 ME2259
 ME2259                         *CURRENT SURVEY CONTROL
 ME2259  ______________________________________________________________________
 ME2259* NAD 83(1997) POSITION- 41 35 19.65744(N) 086 24 42.93725(W)   ADJUSTED
 ME2259* NAVD 88 ORTHO HEIGHT -   227.16  (+/-2cm)      745.3   (feet) VERTCON3
 ME2259  ______________________________________________________________________
 ME2259  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME2259  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 ME2259  HORZ ORDER      -  THIRD
 ME2259  VERT ORDER      -  THIRD ? (See Below)
 ME2259
 ME2259.The horizontal coordinates were established by classical geodetic methods
 ME2259.and adjusted by the National Geodetic Survey in May 1999.
 ME2259
 ME2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2259
 ME2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2259.GEOID18 height accuracy estimate available here.
 ME2259
 ME2259.The vertical order pertains to the NGVD 29 superseded value.
 ME2259
 ME2259.Click photographs - Photos may exist for this station.
 ME2259
 ME2259.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2259
 ME2259. The following values were computed from the NAD 83(1997) position.
 ME2259
 ME2259;                    North         East     Units Scale Factor Converg.
 ME2259;SPC IN E     -   704,215.478    37,860.548   MT  1.00001417   -0 29 40.9
 ME2259;SPC IN E     - 2,310,413.61    124,214.15   sFT  1.00001417   -0 29 40.9
 ME2259;SPC IN W     -   704,164.942   955,981.502   MT  1.00000522   +0 26 44.4
 ME2259;SPC IN W     - 2,310,247.81  3,136,415.98   sFT  1.00000522   +0 26 44.4
 ME2259;UTM  16      - 4,604,289.075   549,015.202   MT  0.99962956   +0 23 25.3
 ME2259
 ME2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2259!SPC IN E     -   0.99996968  x   1.00001417  =   0.99998385
 ME2259!SPC IN W     -   0.99996968  x   1.00000522  =   0.99997490
 ME2259!UTM  16      -   0.99996968  x   0.99962956  =   0.99959925
 ME2259
 ME2259:                Primary Azimuth Mark                     Grid Az
 ME2259:SPC IN E     -  RELIABLE                                 091 44 41.1
 ME2259:SPC IN W     -  RELIABLE                                 090 48 15.8
 ME2259:UTM  16      -  RELIABLE                                 090 51 34.9
 ME2259
 ME2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4901504289(NAD 83)
 ME2259
 ME2259|---------------------------------------------------------------------|
 ME2259| PID    Reference Object                     Distance      Geod. Az  |
 ME2259|                                                           dddmmss.s |
 ME2259| ME2255 RELIABLE                            APPROX.10.5 KM 0911500.2 |
 ME2259| CM3377 CRUM RM 1                            28.280 METERS 21532     |
 ME2259| CM3376 CRUM AZ MK                                         2331411.0 |
 ME2259| CM3378 CRUM RM 2                            29.598 METERS 30143     |
 ME2259|---------------------------------------------------------------------|
 ME2259
 ME2259                          SUPERSEDED SURVEY CONTROL
 ME2259
 ME2259  NAD 83(1994)-  41 35 19.66059(N)    086 24 42.94135(W) AD(       ) 3
 ME2259  NAD 83(1986)-  41 35 19.66051(N)    086 24 42.94252(W) AD(       ) 3
 ME2259  NAD 27      -  41 35 19.49150(N)    086 24 42.90610(W) AD(       ) 3
 ME2259  NGVD 29             227.27   (m)          745.6    (f) LEVELING    3  
 ME2259
 ME2259.Superseded values are not recommended for survey control.
 ME2259
 ME2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2259.See file dsdata.pdf to determine how the superseded data were derived.
 ME2259
 ME2259_MARKER: DS = TRIANGULATION STATION DISK
 ME2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2259_STAMPING: CRUM 1952
 ME2259_MARK LOGO: CGS
 ME2259_PROJECTION: FLUSH
 ME2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2259+STABILITY: SURFACE MOTION
 ME2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2259+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2015
 ME2259
 ME2259  HISTORY     - Date     Condition        Report By
 ME2259  HISTORY     - 1952     MONUMENTED       CGS
 ME2259  HISTORY     - 1955     GOOD             INFCC
 ME2259  HISTORY     - 1975     GOOD             NGS
 ME2259  HISTORY     - 1981     GOOD             LOCSUR
 ME2259  HISTORY     - 19941030 GOOD             USPSQD
 ME2259  HISTORY     - 20151108 GOOD             AEROTE
 ME2259
 ME2259                          STATION DESCRIPTION
 ME2259
 ME2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2259'STATION IS LOCATED ABOUT 5 MILES NORTH OF NORTH LIBERTY AND 2 MILES
 ME2259'SOUTH OF CRUMSTOWN AND IS
 ME2259'ON HIGHWAY RIGHT OF WAY.  IT IS 264 FEET NORTHEAST OF THE
 ME2259'INTERSECTION OF STATE HIGHWAYS 23
 ME2259'AND 223, 74 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23 AND 6
 ME2259'FEET SOUTHWEST OF A WHITE WITNESS POST.
 ME2259'THE MARK IS FLUSH AND THE DISK IS STAMPED CRUM 1952.
 ME2259'
 ME2259'REFERENCE MARK NO. 1 IS 172 FEET NORTHEAST OF THE INTERSECTION OF
 ME2259'STATE HIGHWAYS 23 AND 223 AND
 ME2259'41 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23.  THE MARK PROJECTS 2
 ME2259'INCHES AND THE DISK IS STAMPED
 ME2259'CRUM NO 1 1952.
 ME2259'
 ME2259'REFERENCE MARK NO. 2 IS 96 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2259'223 AND 54 FEET SOUTHEAST
 ME2259'OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CRUM
 ME2259'NO 2 1952.
 ME2259'
 ME2259'AZIMUTH MARK IS 71 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 ME2259'HOUSE, 30 FEET SOUTHEAST OF
 ME2259'STATE HIGHWAY 23 AND 4 FEET EAST OF A WHITE WITNESS POST AND POWER
 ME2259'LINE POLE.  THE MARK PROJECTS 6
 ME2259'INCHES AND THE DISK IS STAMPED CRUM 1952.
 ME2259'
 ME2259'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 ME2259'HIGHWAY 23 FOR 0.3 MILE TO
 ME2259'THE MARK ON THE LEFT AS DESCRIBED.
 ME2259'
 ME2259'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2259
 ME2259                          STATION RECOVERY (1955)
 ME2259
 ME2259'RECOVERY NOTE BY IN FLOOD CONTR COMM 1955
 ME2259'LETTER OF MR. J.I.
 ME2259'PERREY, CHIEF ENGR., INDIANA FLOOD CONTROL AND WATER
 ME2259'RESOURCES COMMISSION, INDIANAPOLIS,
 ME2259'IND., DATED MAY 17, 1955-
 ME2259'
 ME2259'THE AZIMUTH MARK FOR THE STATION WAS LOWERED IN PLACE TO PERMIT
 ME2259'GRADING AND
 ME2259'SODDING BY MR. GEO. D. RATLIFF, THE PROPERTY OWNER.
 ME2259'
 ME2259'THE AZIMUTH MARK IS 71 FEET N OF THE NORTHEAST CORNER OF A FRAME
 ME2259'HOUSE, 30 FEET
 ME2259'SOUTHEAST OF STATE HIGHWAY 23, AND 4 FEET EAST OF A WHITE
 ME2259'WITNESS POST.  THE MARK, A
 ME2259'STANDARD AZIMUTH MARK DISK, STAMPED CRUM 1952
 ME2259'RESET 1954, SET IN A 12-INCH CONCRETE POST
 ME2259'PROJECTS 4 INCHES.  THE MARK
 ME2259'MAY BE FLUSH WITH THE GROUND WHEN THE FARM OWNER FINISHES
 ME2259'GRADING AND SODDING.
 ME2259'
 ME2259'THE POWER LINE POLE MENTIONED IN DESCRIPTION IS NO LONGER IN PLACE.
 ME2259
 ME2259                          STATION RECOVERY (1975)
 ME2259
 ME2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2259'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 ME2259'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY A LINE
 ME2259'OF TREES.  THERE WAS NO INTERSECTION STATION VISIBLE TO SET
 ME2259'ANOTHER AZIMUTH MARK BY.  THE DISTANCE AND DIRECTION TO THE
 ME2259'REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.  IT IS 264 FEET
 ME2259'NORTH OF THE INTERSECTION OF STATE HIGHWAY 23 AND CRUMSTOWN
 ME2259'HIGHWAY, 74 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 23,
 ME2259'54 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 6 FEET SOUTH OF A
 ME2259'METAL WITNESS POST AND AT THE NORTH EDGE OF A LARGE OPEN AREA
 ME2259'AND ON HIGHWAY PROPERTY.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME2259'STAMPED CRUM 1952.
 ME2259'
 ME2259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 23
 ME2259'IN NORTH LIBERTY, GO NORTH ON STATE HIGHWAY 23 FOR 3.8 MILES TO THE
 ME2259'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.3
 ME2259'MILE TO THE JUNCTION WITH CRUMSTOWN HIGHWAY AND THE STATION AS
 ME2259'DESCRIBED.
 ME2259'
 ME2259'REFERENCE MARK 1 IS 124 FEET EAST OF THE CENTERLINE OF CRUMSTOWN
 ME2259'HIGHWAY AND 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 23.  THE
 ME2259'MONUMENT IS FLUSH AND THE DISK IS STAMPED CRUM NO 1 1952.
 ME2259'
 ME2259'REFERENCE MARK 2 IS 89 FEET EAST OF THE CENTERLINE OF CRUMSTOWN
 ME2259'HIGHWAY, 54 FEET SOUTHEAST OF POWER POLE NO. 347 AND 4 FEET
 ME2259'NORTHWEST OF THE NORTHWEST CORNER OF A 4 FOOT BY 5 FOOT STEEL LID
 ME2259'COVERING AN UNDERGROUND TANK.  THE MONUMENT PROJECTS 1 INCH AND
 ME2259'THE DISK IS STAMPED CRUM NO 2 1952.
 ME2259'
 ME2259'THE AZIMUTH MARK IS 114 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 ME2259'74 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTHEAST OF
 ME2259'THE CENTERLINE OF STATE HIGHWAY 23 AND 4 FEET EAST OF A POWER POLE
 ME2259'AND A WOODEN WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ME2259'DISK STAMPED CRUM 1952 RESET 1954.
 ME2259'
 ME2259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 ME2259'NORTH LIBERTY.
 ME2259
 ME2259                          STATION RECOVERY (1981)
 ME2259
 ME2259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (DS)
 ME2259'CRUM 1952 RECOVERED GOOD.
 ME2259'
 ME2259'CRUM NO. 1 RECOVERED GOOD (WITNESS MONUMENT).
 ME2259'
 ME2259'CRUM NO. 2 RECOVERED GOOD (WITNESS MONUMENT).
 ME2259'
 ME2259'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES SO. OF CRUMSTOWN,
 ME2259'INDIANA.
 ME2259
 ME2259                          STATION RECOVERY (1994)
 ME2259
 ME2259'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2259'RECOVERED IN GOOD CONDITION.
 ME2259
 ME2259                          STATION RECOVERY (2015)
 ME2259
 ME2259'RECOVERY NOTE BY AEROTEC 2015 (DF)
 ME2259'MARK LOCATED UNDER TREES AND WOULD NOT BE SUITABLE FOR AERIAL
 ME2259'OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2611 ***********************************************************************
 LB2611  DESIGNATION -  CRUMB
 LB2611  PID         -  LB2611
 LB2611  STATE/COUNTY-  IN/TIPPECANOE
 LB2611  COUNTRY     -  US
 LB2611  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2611
 LB2611                         *CURRENT SURVEY CONTROL
 LB2611  ______________________________________________________________________
 LB2611* NAD 83(1997) POSITION- 40 27 06.18894(N) 086 55 35.69116(W)   ADJUSTED
 LB2611* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2611  ______________________________________________________________________
 LB2611  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 LB2611  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LB2611  HORZ ORDER      -  THIRD
 LB2611
 LB2611.The horizontal coordinates were established by classical geodetic methods
 LB2611.and adjusted by the National Geodetic Survey in May 1999.
 LB2611
 LB2611.The orthometric height was scaled from a topographic map.
 LB2611
 LB2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2611.GEOID18 height accuracy estimate available here.
 LB2611
 LB2611.Click photographs - Photos may exist for this station.
 LB2611
 LB2611.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2611
 LB2611. The following values were computed from the NAD 83(1997) position.
 LB2611
 LB2611;                    North         East     Units Scale Factor Converg.
 LB2611;SPC IN W     -   577,686.198   913,296.636   MT  0.99996884   +0 06 06.1
 LB2611;SPC IN W     - 1,895,292.13  2,996,374.05   sFT  0.99996884   +0 06 06.1
 LB2611;UTM  16      - 4,477,898.176   506,225.543   MT  0.99960048   +0 02 51.5
 LB2611
 LB2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2611!SPC IN W     -   0.99997110  x   0.99996884  =   0.99993994
 LB2611!UTM  16      -   0.99997110  x   0.99960048  =   0.99957159
 LB2611
 LB2611:                Primary Azimuth Mark                     Grid Az
 LB2611:SPC IN W     -  CRUMB AZ MK                              149 36 03.3
 LB2611:UTM  16      -  CRUMB AZ MK                              149 39 17.9
 LB2611
 LB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0622577898(NAD 83)
 LB2611
 LB2611|---------------------------------------------------------------------|
 LB2611| PID    Reference Object                     Distance      Geod. Az  |
 LB2611|                                                           dddmmss.s |
 LB2611| CC8537 CRUMB RM 1                           26.656 METERS 12628     |
 LB2611| CC8539 CRUMB RM 3                           21.829 METERS 13228     |
 LB2611| CC8536 CRUMB AZ MK                                        1494209.4 |
 LB2611| LB2605 CRUMB 2                              16.630 METERS 15240     |
 LB2611| LB2601 PURDUE UNIV HEAVILON HALL TWR       APPROX. 3.1 KM 1563330.1 |
 LB2611| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 2.9 KM 1573337.9 |
 LB2611| LB2598 PURDUE UNIV EDUCAT BLDG SPIRE       APPROX. 3.1 KM 1614135.2 |
 LB2611| CC8538 CRUMB RM 2                           26.777 METERS 27526     |
 LB2611| LB2608 STATE POLICE RADIO MAST             309.346 METERS 31956     |
 LB2611|---------------------------------------------------------------------|
 LB2611
 LB2611                          SUPERSEDED SURVEY CONTROL
 LB2611
 LB2611  NAD 83(1986)-  40 27 06.19591(N)    086 55 35.70254(W) AD(       ) 3
 LB2611  NAD 27      -  40 27 06.07910(N)    086 55 35.64390(W) AD(       ) 3
 LB2611
 LB2611.Superseded values are not recommended for survey control.
 LB2611
 LB2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2611.See file dsdata.pdf to determine how the superseded data were derived.
 LB2611
 LB2611_MARKER: DS = TRIANGULATION STATION DISK
 LB2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2611_STAMPING: CRUMB 1948
 LB2611_MARK LOGO: CGS
 LB2611_PROJECTION: RECESSED 10 CENTIMETERS
 LB2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2611+STABILITY: SURFACE MOTION
 LB2611
 LB2611  HISTORY     - Date     Condition        Report By
 LB2611  HISTORY     - 1948     MONUMENTED       CGS
 LB2611  HISTORY     - 1965     GOOD             CGS
 LB2611  HISTORY     - 1968     GOOD             CGS
 LB2611  HISTORY     - 1974     GOOD             NGS
 LB2611
 LB2611                          STATION DESCRIPTION
 LB2611
 LB2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2611'STATION IS LOCATED 3 MILES NORTHWEST OF LA FAYETTE AND 0.2 MILE SOUTH
 LB2611'OF THE INDIANA STATE POLICE POST NO. 3 IN THE NORTHEAST CORNER OF
 LB2611'THE PURDUE UNIVERSITY GOLF COURSE.  IT IS 79 FEET WEST OF THE CENTER
 LB2611'OF U. S. HIGHWAY 52 (BUSINESS ROUTE), 31 FEET WEST OF A FENCE
 LB2611'CORNER AND 10 FEET SOUTH OF A FENCE LINE.  THE MARK IS UNDER THE
 LB2611'SURFACE OF THE GROUND 4 INCHES AND THE DISK IS STAMPED CRUMB 1948.
 LB2611'
 LB2611'REFERENCE MARK NO. 1 IS 87.45 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2611'48 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 LB2611'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LB2611'FENCE LINE AND POWER LINE POLE.  THE MARK IS FLUSH
 LB2611'AND THE DISK IS STAMPED CRUMB NO 1 1948.
 LB2611'
 LB2611'REFERENCE MARK NO. 2 IS 87.88 FEET WEST OF THE STATION.  IT IS 1 FOOT
 LB2611'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2611'CRUMB NO 2 1948.
 LB2611'
 LB2611'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 133
 LB2611'FEET WEST OF THE CENTER OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER
 LB2611'OF A GRAVEL ROAD AND 8 FEET NORTH OF A FENCE LINE AND WHITE WITNESS
 LB2611'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CRUMB 1948.
 LB2611'
 LB2611'TO REACH THE STATION FROM THE INDIANA STATE POLICE POST NO. 3 AT THE
 LB2611'JUNCTION OF U. S. HIGHWAY 52 (BUSINESS ROUTE) AND U. S. HIGHWAY 52
 LB2611'(BY-PASS), 3 MILES NORTHWEST OF LA FAYETTE, GO SOUTHEAST ON THE
 LB2611'BUSINESS ROUTE FOR 0.2 MILE TO THE NORTHEAST CORNER OF THE PURDUE
 LB2611'UNIVERSITY GOLF COURSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LB2611'CONTINUE FOR 0.4 MILE TO A GRAVEL CROSS ROAD AND THE AZIMUTH
 LB2611'MARK ON THE RIGHT AS DESCRIBED.
 LB2611'
 LB2611'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2611
 LB2611                          STATION RECOVERY (1965)
 LB2611
 LB2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2611'STATION, RM 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1 WAS NOT
 LB2611'RECOVERED AFTER TAPE MEASUREMENT FROM STATION AND PROBE TO DEPTH OF
 LB2611'ONE FOOT, POSSIBLY BURIED.  SITE NOW IS OF HEAVY BRUSH AND MOUND OF
 LB2611'DIRT.
 LB2611
 LB2611                          STATION RECOVERY (1968)
 LB2611
 LB2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2611'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LB2611'IN GOOD CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND AND IS
 LB2611'THOUGHT TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A REFERENCE
 LB2611'MARK 3 WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LB2611'
 LB2611'STATION IS LOCATED IN THE WEST EDGE OF WEST LAFAYETTE, 0.2 MILE
 LB2611'SOUTHEAST OF INDIANA STATE POLICE POST NO. 3 AND THE JUNCTION OF
 LB2611'U. S. HIGHWAY 52 BY-PASS AND U. S. HIGHWAY 52 BUSINESS, IN THE
 LB2611'NORTHEAST CORNER OF PURDUE UNIVERSITY GOLF COURSE, 67 FEET WEST OF
 LB2611'THE CENTERLINE OF U. S. HIGHWAY 52 (BUSINESS), 73 FEET NORTHWEST
 LB2611'OF A METAL WITNESS POST, 56 FEET NORTH OF THE NORTH EDGE OF GOLF
 LB2611'GREEN, 16 FEET SOUTH OF A POWER POLE, AND 10 FEET SOUTH OF A
 LB2611'FENCE.  THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 LB2611'STAMPED CRUMB 1948.
 LB2611'
 LB2611'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 LB2611'HIGHWAY FOR 0.45 MILE TO THE SOUTHEAST CORNER OF THE GOLF COURSE AND
 LB2611'THE MARK ON THE RIGHT.
 LB2611'
 LB2611'REFERENCE MARK 2 IS 18 FEET NORTHWEST OF AN 8 INCH ELM TREE, 10
 LB2611'FEET NORTH OF A 6 INCH ELM TREE AND 1 FOOT SOUTH OF THE FENCE.  THE
 LB2611'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CRUMB NO 2 1948.
 LB2611'
 LB2611'REFERENCE MARK 3 IS 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LB2611'13 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST
 LB2611'AND SET IN A SOUTH-EAST NORTH-WEST LINE OF BUSHES ON THE EAST SIDE
 LB2611'OF THE GOLF COURSE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 LB2611'STAMPED CRUMB 1948 NO 3 1968.
 LB2611'
 LB2611'THE AZIMUTH MARK IS ABOUT 150 FEET WEST OF THE INTERSECTION OF THE
 LB2611'HIGHWAY AND LINDBERG ROAD, 61 FEET WEST OF A POWER POLE, 51 FEET
 LB2611'WEST OF THE SOUTHEAST CORNER OF THE GOLF COURSE (FORMED BY BUSHES)
 LB2611'32 FEET NORTH OF THE CENTERLINE OF LINDBERG ROAD AND 1 FOOT NORTH OF
 LB2611'A METAL WITNESS POST.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE
 LB2611'DISK IS STAMPED.  CRUMB 1948.
 LB2611'
 LB2611'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2611'
 LB2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2611
 LB2611                          STATION RECOVERY (1974)
 LB2611
 LB2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2611'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 LB2611'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE STATION MARK
 LB2611'AND REFERENCE MARKS WERE IN THE WAY OF SEWER AND ROAD WORK AND WERE
 LB2611'DESTROYED AFTER A NEW STATION CRUMB 2 1974 WAS ESTABLISHED.  THE
 LB2611'UNDERGROUND STATION MARK AND AZIMUTH MARK WERE LEFT INTACT.
 LB2611'
 LB2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2611'
 LB2611'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2605 ***********************************************************************
 LB2605  DESIGNATION -  CRUMB 2
 LB2605  PID         -  LB2605
 LB2605  STATE/COUNTY-  IN/TIPPECANOE
 LB2605  COUNTRY     -  US
 LB2605  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2605
 LB2605                         *CURRENT SURVEY CONTROL
 LB2605  ______________________________________________________________________
 LB2605* NAD 83(1997) POSITION- 40 27 05.71001(N) 086 55 35.36703(W)   NO CHECK
 LB2605* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2605  ______________________________________________________________________
 LB2605  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 LB2605  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LB2605  HORZ ORDER      -  THIRD
 LB2605
 LB2605.The horizontal coordinates were established by classical geodetic methods
 LB2605.and adjusted by the National Geodetic Survey in May 1999.
 LB2605
 LB2605.No horizontal observational check was made to the station.
 LB2605
 LB2605.The orthometric height was scaled from a topographic map.
 LB2605
 LB2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2605.GEOID18 height accuracy estimate available here.
 LB2605
 LB2605.Click photographs - Photos may exist for this station.
 LB2605
 LB2605.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2605
 LB2605. The following values were computed from the NAD 83(1997) position.
 LB2605
 LB2605;                    North         East     Units Scale Factor Converg.
 LB2605;SPC IN W     -   577,671.440   913,304.299   MT  0.99996884   +0 06 06.3
 LB2605;SPC IN W     - 1,895,243.72  2,996,399.19   sFT  0.99996884   +0 06 06.3
 LB2605;UTM  16      - 4,477,883.415   506,233.190   MT  0.99960048   +0 02 51.7
 LB2605
 LB2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2605!SPC IN W     -   0.99997110  x   0.99996884  =   0.99993994
 LB2605!UTM  16      -   0.99997110  x   0.99960048  =   0.99957159
 LB2605
 LB2605:                Primary Azimuth Mark                     Grid Az
 LB2605:SPC IN W     -  CRUMB AZ MK                              149 32 07.5
 LB2605:UTM  16      -  CRUMB AZ MK                              149 35 22.1
 LB2605
 LB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0623377883(NAD 83)
 LB2605
 LB2605|---------------------------------------------------------------------|
 LB2605| PID    Reference Object                     Distance      Geod. Az  |
 LB2605|                                                           dddmmss.s |
 LB2605| CC8539 CRUMB RM 3                            8.465 METERS 08945     |
 LB2605| CC8540 CRUMB 2 RM 4                          8.504 METERS 13457     |
 LB2605| CC8536 CRUMB AZ MK                                        1493813.8 |
 LB2605| CC8542 CRUMB 2 RM 6                         38.133 METERS 29647     |
 LB2605| CC8541 CRUMB 2 RM 5                         10.808 METERS 29948     |
 LB2605| CC8543 CRUMB 2 RM 7                         20.500 METERS 32748     |
 LB2605| LB2611 CRUMB                                16.630 METERS 33240     |
 LB2605|---------------------------------------------------------------------|
 LB2605
 LB2605                          SUPERSEDED SURVEY CONTROL
 LB2605
 LB2605  NAD 83(1986)-  40 27 05.71699(N)    086 55 35.37841(W) AD(       ) 3
 LB2605  NAD 27      -  40 27 05.60018(N)    086 55 35.31978(W) AD(       ) 3
 LB2605
 LB2605.Superseded values are not recommended for survey control.
 LB2605
 LB2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2605.See file dsdata.pdf to determine how the superseded data were derived.
 LB2605
 LB2605_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2605_STAMPING: CRUMB 2 1974
 LB2605_MARK LOGO: NGS
 LB2605_PROJECTION: FLUSH
 LB2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2605+STABILITY: SURFACE MOTION
 LB2605
 LB2605  HISTORY     - Date     Condition        Report By
 LB2605  HISTORY     - 1974     MONUMENTED       NGS
 LB2605  HISTORY     - 1975     GOOD             NGS
 LB2605
 LB2605                          STATION DESCRIPTION
 LB2605
 LB2605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2605'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF WEST LAFAYETTE, 0.2
 LB2605'MILE SOUTHEAST OF INDIANA STATE POLICE POST NO. 3, AT THE NORTHEAST
 LB2605'CORNER OF THE PURDUE UNIVERSITY GOLF COURSE, 68 FEET SOUTHWEST OF
 LB2605'THE CENTERLINE OF U. S. HIGHWAY 52 (BUSINESS) SOUTH BOUND LANE, 16
 LB2605'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PUTTING GREEN OF THE
 LB2605'15TH HOLE OF THE GOLF COURSE, ON THE NORTHEAST SLOPE OF THE GREEN
 LB2605'AND 64 FEET SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 LB2605'IS STAMPED CRUMB 2 1974.
 LB2605'
 LB2605'REFERENCE MARK 4 IS 62 FEET WEST OF THE CENTERLINE OF THE SOUTH
 LB2605'BOUND LANE, 90 FEET SOUTH OF THE FENCE AND 19 FEET EAST OF THE EAST
 LB2605'EDGE OF THE PUTTING GREEN.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2605'STAMPED CRUMB 2 NO 4 1974.
 LB2605'
 LB2605'REFERENCE MARK 5 IS 86 FEET WEST OF THE CENTERLINE OF THE SOUTH
 LB2605'BOUND LANE, 22 FEET NORTH OF THE NORTH EDGE OF THE PUTTING GREEN AND
 LB2605'ON THE NORTH SLOPE OF SAME, AND 41 FEET SOUTH OF THE FENCE.  THE
 LB2605'MONUMENT IS FLUSH AND THE DISK IS STAMPED CRUMB 2 NO 5 1974.
 LB2605'
 LB2605'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST ALONG THE HIGHWAY FROM THE
 LB2605'STATION, ABOUT 150 FEET WEST OF THE INTERSECTION OF THE HIGHWAY AND
 LB2605'LINDBERG ROAD, 61 FEET WEST OF A POWER POLE, 32 FEET NORTH OF THE
 LB2605'CENTERLINE OF LINDBERG ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 LB2605'POST.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LB2605'CRUMB 1948.
 LB2605'
 LB2605'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2605
 LB2605                          STATION RECOVERY (1975)
 LB2605
 LB2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LB2605'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND
 LB2605'IN GOOD CONDITION.  REFERENCE MARK 5 WAS SEARCHED FOR BUT COULD NOT
 LB2605'BE FOUND.  REFERENCE MARK 6 AND 7 WAS ESTABLISHED.  REFERENCE MARK
 LB2605'4 WILL PROBABLY BE DESTROYED BY ROAD CONSTRUCTION.
 LB2605'
 LB2605'THE STATION IS LOCATED AT THE WEST EDGE OF WEST LAFAYETTE, 0.2 MILE
 LB2605'SOUTHEAST OF STATE POLICE POST 3 AND THE JUNCTION OF U. S. HIGHWAY
 LB2605'52 BY-PASS AND NORTHWESTERN AV., IN THE NORTHEAST CORNER OF PURDUE
 LB2605'UNIVERSITY GOLF COURSE, 62 FEET SOUTH OF A POWER POLE, 38 FEET
 LB2605'NORTHWEST OF A POWER POLE AND ON THE NORTHEAST EDGE OF THE
 LB2605'PUTTING GREEN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2605'CRUMB 2 1974.
 LB2605'
 LB2605'REFERENCE MARK 4 IS 19 FEET SOUTHWEST OF A POWER POLE.  THE MONUMENT
 LB2605'IS FLUSH AND THE DISK IS STAMPED CRUMB 2 NO 4 1974.
 LB2605'
 LB2605'REFERENCE MARK 6 IS 11 FEET NORTH OF A ELM TREE, 0.5 FEET SOUTH OF
 LB2605'A FENCELINE AND IS ABOUT 3 FEET LOWER THAN THE STATION.  THE
 LB2605'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CRUMB 2 1974 NO 6
 LB2605'1975.
 LB2605'
 LB2605'REFERENCE MARK 7 IS 24 FEET WEST OF A POWER POLE AND 1 FOOT SOUTH OF
 LB2605'A FENCELINE.  THE MONUMENT IS A 3 FOOT CAST ALUMINUM TYPE AND THE
 LB2605'DISK IS STAMPED CRUMB 2 1974 NO 7 1975.
 LB2605'
 LB2605'THE AZIMUTH MARK IS ABOUT 150 FEET WEST OF THE INTERSECTION OF
 LB2605'NORTHWESTERN AV. AND LINDBERG RD., 80 FEET EAST OF A POWER POLE, 56
 LB2605'FEET WEST OF 2 POWER POLES AND 32 FEET NORTH OF THE CENTERLINE OF
 LB2605'LINDBERG RD.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 LB2605'STAMPED CRUMB 1948.
 LB2605'
 LB2605'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 LB2605'NORTHWESTERN AV. FOR 0.45 MILE AND THE MARK ON THE RIGHT.
 LB2605'
 LB2605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3332 ***********************************************************************
 JZ3332  DESIGNATION -  CRUSEMEYER
 JZ3332  PID         -  JZ3332
 JZ3332  STATE/COUNTY-  IN/RIPLEY
 JZ3332  COUNTRY     -  US
 JZ3332  USGS QUAD   -  OSGOOD (2019)
 JZ3332
 JZ3332                         *CURRENT SURVEY CONTROL
 JZ3332  ______________________________________________________________________
 JZ3332* NAD 83(1997) POSITION- 39 11 07.75865(N) 085 19 14.13137(W)   ADJUSTED
 JZ3332* NAVD 88 ORTHO HEIGHT -   308.91  (+/-2cm)     1013.5   (feet) VERTCON3
 JZ3332  ______________________________________________________________________
 JZ3332  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 JZ3332  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 JZ3332  HORZ ORDER      -  FIRST
 JZ3332  VERT ORDER      -  THIRD ? (See Below)
 JZ3332
 JZ3332.The horizontal coordinates were established by classical geodetic methods
 JZ3332.and adjusted by the National Geodetic Survey in May 1999.
 JZ3332
 JZ3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3332
 JZ3332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3332.GEOID18 height accuracy estimate available here.
 JZ3332
 JZ3332.The vertical order pertains to the NGVD 29 superseded value.
 JZ3332
 JZ3332.Click photographs - Photos may exist for this station.
 JZ3332
 JZ3332.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3332
 JZ3332. The following values were computed from the NAD 83(1997) position.
 JZ3332
 JZ3332;                    North         East     Units Scale Factor Converg.
 JZ3332;SPC IN E     -   437,145.085   129,899.808   MT  0.99997767   +0 13 07.2
 JZ3332;SPC IN E     - 1,434,200.17    426,179.62   sFT  0.99997767   +0 13 07.2
 JZ3332;UTM  16      - 4,338,704.101   645,046.657   MT  0.99985905   +1 03 40.6
 JZ3332
 JZ3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3332!SPC IN E     -   0.99995690  x   0.99997767  =   0.99993457
 JZ3332!UTM  16      -   0.99995690  x   0.99985905  =   0.99981596
 JZ3332
 JZ3332:                Primary Azimuth Mark                     Grid Az
 JZ3332:SPC IN E     -  CRUSEMEYER AZ MK                         173 14 39.8
 JZ3332:UTM  16      -  CRUSEMEYER AZ MK                         172 24 06.4
 JZ3332
 JZ3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4504638704(NAD 83)
 JZ3332
 JZ3332|---------------------------------------------------------------------|
 JZ3332| PID    Reference Object                     Distance      Geod. Az  |
 JZ3332|                                                           dddmmss.s |
 JZ3332| CC8546 CRUSEMEYER RM 2                      39.743 METERS 14346     |
 JZ3332| JZ3334 OSGOOD ST JOHNS CATH CH SPIRE       APPROX. 6.4 KM 1543914.1 |
 JZ3332| JZ3333 OSGOOD MUNICIPAL TANK               APPROX. 6.8 KM 1610531.1 |
 JZ3332| CC8544 CRUSEMEYER AZ MK                                   1732747.0 |
 JZ3332| JZ3340 MILLHOUSEN ST MARYS CH CROSS        APPROX.10.5 KM 2853435.1 |
 JZ3332| CC8545 CRUSEMEYER RM 1                      39.529 METERS 35022     |
 JZ3332|---------------------------------------------------------------------|
 JZ3332
 JZ3332                          SUPERSEDED SURVEY CONTROL
 JZ3332
 JZ3332  NAD 83(1995)-  39 11 07.75992(N)    085 19 14.12948(W) AD(       ) 1
 JZ3332  NAD 83(1993)-  39 11 07.76119(N)    085 19 14.13250(W) AD(       ) 1
 JZ3332  NAD 83(1986)-  39 11 07.76077(N)    085 19 14.13308(W) AD(       ) 1
 JZ3332  NAD 27      -  39 11 07.57400(N)    085 19 14.26800(W) AD(       ) 1
 JZ3332  NGVD 29             309.04   (m)         1013.9    (f) LEVELING    3  
 JZ3332
 JZ3332.Superseded values are not recommended for survey control.
 JZ3332
 JZ3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3332.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3332
 JZ3332_MARKER: DS = TRIANGULATION STATION DISK
 JZ3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3332_STAMPING: CRUSEMEYER 1939
 JZ3332_MARK LOGO: CGS
 JZ3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3332+STABILITY: SURFACE MOTION
 JZ3332
 JZ3332  HISTORY     - Date     Condition        Report By
 JZ3332  HISTORY     - 1939     MONUMENTED       CGS
 JZ3332
 JZ3332                          STATION DESCRIPTION
 JZ3332
 JZ3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3332'ABOUT 1.5 MILES BY ROAD SOUTHEAST OF NAPOLEON, 4.2 MILES NORTHWEST OF
 JZ3332'OSGOOD, ON THE SOUTHWEST SIDE OF STATE HIGHWAY 29, 68.5 FEET
 JZ3332'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE BELONGING TO MR.
 JZ3332'CRUSEMEYER, 31 FEET WEST-SOUTHWEST OF THE ROAD FENCE, 61 FEET
 JZ3332'WEST OF THE CENTER LINE OF STATE HIGHWAY 29, 36.5 FEET NORTH OF AN
 JZ3332'EAST-WEST FENCE LINE AND FLUSH WITH THE GROUND.
 JZ3332'
 JZ3332'TO REACH FROM THE MAIN CROSSROADS IN NAPOLEON, GO SOUTH FOR 1.5 MILES
 JZ3332'ON STATE HIGHWAY 29 TO THE TOP OF THE HILL THE CRUSEMEYER
 JZ3332'FARM ON THE RIGHT.
 JZ3332'
 JZ3332'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3332'DISKS SET IN CONCRETE.
 JZ3332'
 JZ3332'REFERENCE MARK NO. 1 IS 129.69 FEET NORTH OF THE STATION, 30 FEET
 JZ3332'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE
 JZ3332'FENCE CORNER AT THE NORTHEAST CORNER OF THE YARD AND IS FLUSH WITH THE
 JZ3332'GROUND.
 JZ3332'
 JZ3332'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 1 FOOT WEST OF THE
 JZ3332'FENCE LINE ON THE EAST SIDE OF A CULTIVATED FIELD, AND
 JZ3332'PROJECTS 4 INCHES ABOVE GROUND.
 JZ3332'
 JZ3332'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF THE STATION, 0.15
 JZ3332'MILE WEST OF STATE HIGHWAY 29, 15 FEET SOUTH OF THE CENTER LINE
 JZ3332'OF AN EAST-WEST GRAVEL ROAD, 12 FEET EAST OF A DIRT FARM ROAD TO THE
 JZ3332'SOUTH, IT PROJECTS 6 INCHES ABOVE GROUND.
 JZ3332'
 JZ3332'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE HIGHWAY
 JZ3332'FOR 0.6 MILE TO A GRAVEL CROSSROADS, TURN RIGHT AND GO 0.15 MILE
 JZ3332'TO THE FARM ROAD, LEFT, AND THE MARK ON THE LEFT.
 JZ3332'
 JZ3332'NO OBJECTS VISIBLE FROM GROUND.
 JZ3332'
 JZ3332'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1871 ***********************************************************************
 JA1871  DESIGNATION -  CRYSTAL
 JA1871  PID         -  JA1871
 JA1871  STATE/COUNTY-  IN/DUBOIS
 JA1871  COUNTRY     -  US
 JA1871  USGS QUAD   -  DUBOIS (2019)
 JA1871
 JA1871                         *CURRENT SURVEY CONTROL
 JA1871  ______________________________________________________________________
 JA1871* NAD 83(1997) POSITION- 38 29 12.70002(N) 086 45 53.53509(W)   ADJUSTED
 JA1871* NAVD 88 ORTHO HEIGHT -   156.    (meters)      512.    (feet) SCALED
 JA1871  ______________________________________________________________________
 JA1871  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 JA1871  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 JA1871  HORZ ORDER      -  THIRD
 JA1871
 JA1871.The horizontal coordinates were established by classical geodetic methods
 JA1871.and adjusted by the National Geodetic Survey in May 1999.
 JA1871
 JA1871.The orthometric height was scaled from a topographic map.
 JA1871
 JA1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1871.GEOID18 height accuracy estimate available here.
 JA1871
 JA1871.Click photographs - Photos may exist for this station.
 JA1871
 JA1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1871
 JA1871. The following values were computed from the NAD 83(1997) position.
 JA1871
 JA1871;                    North         East     Units Scale Factor Converg.
 JA1871;SPC IN W     -   359,582.394   927,784.515   MT  0.99997617   +0 11 53.5
 JA1871;SPC IN W     - 1,179,729.90  3,043,906.36   sFT  0.99997617   +0 11 53.5
 JA1871;UTM  16      - 4,259,861.704   520,506.498   MT  0.99960518   +0 08 46.8
 JA1871
 JA1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1871!SPC IN W     -   0.99998069  x   0.99997617  =   0.99995686
 JA1871!UTM  16      -   0.99998069  x   0.99960518  =   0.99958588
 JA1871
 JA1871:                Primary Azimuth Mark                     Grid Az
 JA1871:SPC IN W     -  HALL AZ MK                               239 55 29.3
 JA1871:UTM  16      -  HALL AZ MK                               239 58 36.0
 JA1871
 JA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2050659861(NAD 83)
 JA1871
 JA1871|---------------------------------------------------------------------|
 JA1871| PID    Reference Object                     Distance      Geod. Az  |
 JA1871|                                                           dddmmss.s |
 JA1871| CG8443 CRYSTAL RM 1                         36.805 METERS 07909     |
 JA1871| CG8444 CRYSTAL RM 2                         15.603 METERS 18214     |
 JA1871| JA1870 HALL AZ MK TEMP                     274.766 METERS 20230     |
 JA1871| CG8445 CRYSTAL RM 3                         20.103 METERS 21508     |
 JA1871| JA1867 HALL AZ MK                          APPROX. 0.5 KM 2400722.8 |
 JA1871|---------------------------------------------------------------------|
 JA1871
 JA1871                          SUPERSEDED SURVEY CONTROL
 JA1871
 JA1871  NAD 83(1993)-  38 29 12.70648(N)    086 45 53.53652(W) AD(       ) 3
 JA1871  NAD 83(1986)-  38 29 12.70671(N)    086 45 53.53763(W) AD(       ) 3
 JA1871  NAD 27      -  38 29 12.51100(N)    086 45 53.56200(W) AD(       ) 3
 JA1871
 JA1871.Superseded values are not recommended for survey control.
 JA1871
 JA1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1871.See file dsdata.pdf to determine how the superseded data were derived.
 JA1871
 JA1871_MARKER: DS = TRIANGULATION STATION DISK
 JA1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1871_STAMPING: CRAYSTAL 1946
 JA1871_MARK LOGO: CGS
 JA1871_PROJECTION: FLUSH
 JA1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1871+STABILITY: SURFACE MOTION
 JA1871
 JA1871  HISTORY     - Date     Condition        Report By
 JA1871  HISTORY     - 1946     MONUMENTED       CGS
 JA1871  HISTORY     - 1968     GOOD             CGS
 JA1871
 JA1871                          STATION DESCRIPTION
 JA1871
 JA1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1871'THIS STATION IS 0.5 MILE WEST FROM THE SMALL TILE CHURCH IN CRYSTAL,
 JA1871'BY WAY OF STATE HIGHWAY 56.  IT IS ABOUT 100 YARDS NORTH OF THE
 JA1871'HIGHWAY, 128 FEET WEST OF A GRAVEL ROAD, NEAR THE EAST EDGE OF A LARGE
 JA1871'FIELD, AND 60 FEET NORTH OF A GULLEY.  THE MARK IS FLUSH WITH THE
 JA1871'GROUND AND THE DISK IS STAMPED CRYSTAL 1946.
 JA1871'
 JA1871'REFERENCE MARK NO 1 IS 120.75 FEET EAST OF THE STATION, IN THE EAST
 JA1871'FENCELINE OF THE FIELD, AND 10 FEET WEST OF THE GRAVEL ROAD.  THE MARK
 JA1871'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CRYSTAL NO 1 1946.
 JA1871'
 JA1871'REFERENCE MARK NO 2 IS 51.19 FEET SOUTH OF THE STATION, 130 FEET WEST
 JA1871'OF THE GRAVEL ROAD, AND 10 FEET NORTH OF THE GULLEY.  THE MARK IS
 JA1871'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CRYSTAL NO 2 1946.
 JA1871'
 JA1871'HALL AZIMUTH IS THE AZIMUTH MARK FOR THIS STATION.  IT IS LOCATED
 JA1871'APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION, ABOUT 1 FOOT SOUTH OF
 JA1871'THE GUARD RAIL OF STATE HIGHWAY 56.  THE MARK PROJECTS 2 INCHES AND
 JA1871'THE DISK IS STAMPED HALL 1946.
 JA1871'
 JA1871'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1871
 JA1871                          STATION RECOVERY (1968)
 JA1871
 JA1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1871'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JA1871'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS
 JA1871'SALVAGED.  REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO
 JA1871'REFERENCE MARK 1 CHECKED.  THE DESCRIPTION IS ADEQUATE WITH THE BELOW
 JA1871'CHANGES.
 JA1871'
 JA1871'THE STATION MARK IS 121 FEET WEST OF A METAL WITNESS POST AND 70 FEET
 JA1871'EAST OF A POWER POLE.
 JA1871'
 JA1871'REFERENCE MARK 1 IS 39 FEET NORTH OF A 14 INCH HICKORY TREE, 1 FOOT
 JA1871'WEST OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 JA1871'
 JA1871'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRYSTAL 1946 NO 3 1968 SET
 JA1871'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 170 FEET WEST OF THE
 JA1871'CENTERLINE OF THE ROAD AND 49 FEET SOUTHEAST OF THE POWER POLE.
 JA1871'
 JA1871'THE AZIMUTH MARK IS 16 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 JA1871'HIGHWAY 56, 11 FEET EAST OF TELEPHONE POLE NO 321 1 FOOT EAST OF A
 JA1871'METAL WITNESS POST AND FLUSH WITH THE GROUND.
 JA1871'
 JA1871'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2223 ***********************************************************************
 LA2223  DESIGNATION -  CUB
 LA2223  PID         -  LA2223
 LA2223  STATE/COUNTY-  IN/WABASH
 LA2223  COUNTRY     -  US
 LA2223  USGS QUAD   -  WABASH (2019)
 LA2223
 LA2223                         *CURRENT SURVEY CONTROL
 LA2223  ______________________________________________________________________
 LA2223* NAD 83(1997) POSITION- 40 48 51.21007(N) 085 50 03.41301(W)   ADJUSTED
 LA2223* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LA2223  ______________________________________________________________________
 LA2223  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LA2223  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 LA2223  HORZ ORDER      -  SECOND
 LA2223
 LA2223.The horizontal coordinates were established by classical geodetic methods
 LA2223.and adjusted by the National Geodetic Survey in May 1999.
 LA2223
 LA2223.The orthometric height was scaled from a topographic map.
 LA2223
 LA2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2223.GEOID18 height accuracy estimate available here.
 LA2223
 LA2223.Click photographs - Photos may exist for this station.
 LA2223
 LA2223.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2223
 LA2223. The following values were computed from the NAD 83(1997) position.
 LA2223
 LA2223;                    North         East     Units Scale Factor Converg.
 LA2223;SPC IN E     -   617,941.700    85,858.651   MT  0.99996913   -0 06 34.4
 LA2223;SPC IN E     - 2,027,363.73    281,687.92   sFT  0.99996913   -0 06 34.4
 LA2223;UTM  16      - 4,518,788.355   598,314.475   MT  0.99971897   +0 45 43.1
 LA2223
 LA2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2223!SPC IN E     -   0.99996837  x   0.99996913  =   0.99993750
 LA2223!UTM  16      -   0.99996837  x   0.99971897  =   0.99968735
 LA2223
 LA2223:                Primary Azimuth Mark                     Grid Az
 LA2223:SPC IN E     -  WABASH GENERAL TIRE RUBBER TK            193 48 21.3
 LA2223:UTM  16      -  WABASH GENERAL TIRE RUBBER TK            192 56 03.8
 LA2223
 LA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9831418788(NAD 83)
 LA2223
 LA2223|---------------------------------------------------------------------|
 LA2223| PID    Reference Object                     Distance      Geod. Az  |
 LA2223|                                                           dddmmss.s |
 LA2223| CC8547 CUB RM 1                             27.426 METERS 04258     |
 LA2223| LA2226 WABASH ASBESTOS MFG WATER TANK      APPROX. 2.0 KM 0925810.7 |
 LA2223| LA2227 WABASH MUNICIPAL STANDPIPE          APPROX. 1.9 KM 1295710.2 |
 LA2223| LA2230 WABASH CO CTHSE CLOCKTOWER          APPROX. 2.1 KM 1482156.0 |
 LA2223| LA1962 X 172                                98.211 METERS 15309     |
 LA2223| LA2228 WABASH GENERAL TIRE RUBBER TK       APPROX. 1.6 KM 1934146.9 |
 LA2223| LA1637 V 172                                              2091140.5 |
 LA2223|---------------------------------------------------------------------|
 LA2223
 LA2223                          SUPERSEDED SURVEY CONTROL
 LA2223
 LA2223  NAD 83(1986)-  40 48 51.21388(N)    085 50 03.42519(W) AD(       ) 2
 LA2223  NAD 27      -  40 48 51.05440(N)    085 50 03.47600(W) AD(       ) 2
 LA2223
 LA2223.Superseded values are not recommended for survey control.
 LA2223
 LA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2223.See file dsdata.pdf to determine how the superseded data were derived.
 LA2223
 LA2223_MARKER: DS = TRIANGULATION STATION DISK
 LA2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2223_STAMPING: CUB 1948
 LA2223_MARK LOGO: CGS
 LA2223_PROJECTION: FLUSH
 LA2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2223+STABILITY: SURFACE MOTION
 LA2223
 LA2223  HISTORY     - Date     Condition        Report By
 LA2223  HISTORY     - 1948     MONUMENTED       CGS
 LA2223  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA2223
 LA2223                          STATION DESCRIPTION
 LA2223
 LA2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2223'STATION IS LOCATED ABOUT 1 MILE NORTH OF WABASH ON THE WITTENBURGER
 LA2223'AIRPORT.  IT IS 323 FEET
 LA2223'NORTHWEST OF THE OFFICE BUILDING OF AIRPORT, 38 FEET WEST OF THE WEST
 LA2223'SIDE OF A HANGAR AND 37 FEET WEST OF A
 LA2223'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 LA2223'AND THE DISK IS STAMPED CUB 1948.
 LA2223'
 LA2223'REFERENCE MARK NO. 1 IS 89.98 FEET NORTHEAST OF STATION.  IT IS 36
 LA2223'FEET NORTH OF THE NORTHEAST
 LA2223'CORNER OF HANGAR.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LA2223'STAMPED CUB NO 1 1948.
 LA2223'
 LA2223'X 172 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 322.2 FEET
 LA2223'SOUTHEAST OF THE STATION AND 1 FOOT
 LA2223'NORTH OF THE NORTHEAST CORNER OF OFFICE BUILDING.  THE MARK IS AN
 LA2223'8 BY 8 INCH CONCRETE POST WHICH
 LA2223'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS
 LA2223'BM DISK STAMPED X 172 1946.
 LA2223'
 LA2223'V 172 (USC AND GS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 0.15 MILE
 LA2223'SOUTHWEST OF THE STATION, 40 FEET
 LA2223'EAST OF CENTER OF STATE HIGHWAY 15 19 FEET NORTH OF CENTER OF DRIVE
 LA2223'INTO AIRPORT, 2 FEET SOUTH OF A
 LA2223'POWER POLE AND 1 FOOT WEST OF A FENCE.  THE MARK IS AN
 LA2223'8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4
 LA2223'INCHES AND THE DISK IS A STANDARD
 LA2223'USC AND GS BM DISK STAMPED V 172 1946.
 LA2223'
 LA2223'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2223
 LA2223                          STATION RECOVERY (2006)
 LA2223
 LA2223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA2223'WHITTENBERGER AIRPORT DEMOLISHED PER WABASH COUNTY SURVEYOR'S OFFICE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1977 ***********************************************************************
 KA1977  DESIGNATION -  CUBA
 KA1977  PID         -  KA1977
 KA1977  STATE/COUNTY-  IN/OWEN
 KA1977  COUNTRY     -  US
 KA1977  USGS QUAD   -  GOSPORT (2019)
 KA1977
 KA1977                         *CURRENT SURVEY CONTROL
 KA1977  ______________________________________________________________________
 KA1977* NAD 83(1997) POSITION- 39 21 21.95825(N) 086 44 21.91793(W)   ADJUSTED
 KA1977* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 KA1977  ______________________________________________________________________
 KA1977  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 KA1977  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 KA1977  HORZ ORDER      -  THIRD
 KA1977
 KA1977.The horizontal coordinates were established by classical geodetic methods
 KA1977.and adjusted by the National Geodetic Survey in May 1999.
 KA1977
 KA1977.The orthometric height was scaled from a topographic map.
 KA1977
 KA1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1977.GEOID18 height accuracy estimate available here.
 KA1977
 KA1977.Click photographs - Photos may exist for this station.
 KA1977
 KA1977.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1977
 KA1977. The following values were computed from the NAD 83(1997) position.
 KA1977
 KA1977;                    North         East     Units Scale Factor Converg.
 KA1977;SPC IN W     -   456,085.156   929,640.972   MT  0.99997748   +0 13 05.1
 KA1977;SPC IN W     - 1,496,339.38  3,049,997.09   sFT  0.99997748   +0 13 05.1
 KA1977;UTM  16      - 4,356,326.913   522,450.413   MT  0.99960621   +0 09 54.9
 KA1977
 KA1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1977!SPC IN W     -   0.99996942  x   0.99997748  =   0.99994690
 KA1977!UTM  16      -   0.99996942  x   0.99960621  =   0.99957564
 KA1977
 KA1977:                Primary Azimuth Mark                     Grid Az
 KA1977:SPC IN W     -  CUBA AZ MK                               092 05 18.1
 KA1977:UTM  16      -  CUBA AZ MK                               092 08 28.3
 KA1977
 KA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2245056326(NAD 83)
 KA1977
 KA1977|---------------------------------------------------------------------|
 KA1977| PID    Reference Object                     Distance      Geod. Az  |
 KA1977|                                                           dddmmss.s |
 KA1977| CC8549 CUBA RM 1                            31.193 METERS 09205     |
 KA1977| CC8548 CUBA AZ MK                                         0921823.2 |
 KA1977| CC8550 CUBA RM 2                            27.410 METERS 17701     |
 KA1977|---------------------------------------------------------------------|
 KA1977
 KA1977                          SUPERSEDED SURVEY CONTROL
 KA1977
 KA1977  NAD 83(1986)-  39 21 21.96193(N)    086 44 21.91409(W) AD(       ) 3
 KA1977  NAD 27      -  39 21 21.79690(N)    086 44 21.89190(W) AD(       ) 3
 KA1977
 KA1977.Superseded values are not recommended for survey control.
 KA1977
 KA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1977.See file dsdata.pdf to determine how the superseded data were derived.
 KA1977
 KA1977_MARKER: DS = TRIANGULATION STATION DISK
 KA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1977_STAMPING: CUBA 1947
 KA1977_MARK LOGO: CGS
 KA1977_PROJECTION: FLUSH
 KA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1977+STABILITY: SURFACE MOTION
 KA1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1977+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 KA1977
 KA1977  HISTORY     - Date     Condition        Report By
 KA1977  HISTORY     - 1947     MONUMENTED       CGS
 KA1977  HISTORY     - 20071107 GOOD             INDNR
 KA1977
 KA1977                          STATION DESCRIPTION
 KA1977
 KA1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1977'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF CLOVERDALE AND 6 MILES
 KA1977'NORTH OF SPENCER ON THE RIGHT-OF-WAY OF STATE HIGHWAYS 43 AND
 KA1977'67. IT IS 125 FEET EAST OF THE CENTERLINE OF HIGHWAY 43, 120 FEET
 KA1977'NORTHEAST OF THE INTERSECTION OF THE HIGHWAYS, 41 FEET NORTH OF
 KA1977'THE CENTERLINE OF HIGHWAY 67, AND 10 FEET SOUTH OF A WITNESS POST.
 KA1977'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CUBA
 KA1977'1947.
 KA1977'
 KA1977'REFERENCE MARK NO. 1 IS 102.34 FEET EAST OF THE STATION, 36 FEET
 KA1977'NORTH OF THE CENTERLINE OF HIGHWAY 67, AND 3 FEET WEST OF A
 KA1977'6-INCH ELM TREE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1977'STAMPED CUBA NO 1 1947.
 KA1977'
 KA1977'REFERENCE MARK NO. 2 IS 89.92 FEET SOUTH OF THE STATION, 123 FEET
 KA1977'EAST OF THE CENTERLINE OF HIGHWAY 43, 49 FEET SOUTH OF THE
 KA1977'CENTERLINE OF HIGHWAY 67, 6 FEET EAST OF HIGHWAY RIGHT-OF-WAY MARKER
 KA1977'POST, AND 2 FEET NORTH OF A CULTIVATED FIELD. THE MARK PROJECTS
 KA1977'5 INCHES, AND THE DISK IS STAMPED CUBA NO 2 1947.
 KA1977'
 KA1977'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, VIA STATE HIGHWAY
 KA1977'67, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5
 KA1977'FEET WEST OF A WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK
 KA1977'IS STAMPED CUBA 1947.
 KA1977'
 KA1977'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN CLOVERDALE, GO
 KA1977'SOUTH ON STATE HIGHWAY 43 FOR 0.8 MILE TO THE JUNCTION OF
 KA1977'STATE HIGHWAYS 43 AND 42, CONTINUE SOUTHERLY ON HIGHWAY 43 FOR 10.8
 KA1977'MILES TO THE JUNCTION OF STATE HIGHWAYS 43 AND 67 AND THE
 KA1977'STATION ON THE LEFT.
 KA1977'
 KA1977'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1977
 KA1977                          STATION RECOVERY (2007)
 KA1977
 KA1977'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RDN)
 KA1977'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE. WE PLACED
 KA1977'RAILROAD SPIKE IN THE HOLE FOR EASIER RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1994 ***********************************************************************
 HZ1994  DESIGNATION -  CULBERTSON RESET
 HZ1994  PID         -  HZ1994
 HZ1994  STATE/COUNTY-  IN/SWITZERLAND
 HZ1994  COUNTRY     -  US
 HZ1994  USGS QUAD   -  BENNINGTON (2019)
 HZ1994
 HZ1994                         *CURRENT SURVEY CONTROL
 HZ1994  ______________________________________________________________________
 HZ1994* NAD 83(1997) POSITION- 38 49 56.14497(N) 085 11 35.47518(W)   ADJUSTED
 HZ1994* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 HZ1994  ______________________________________________________________________
 HZ1994  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 HZ1994  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 HZ1994  HORZ ORDER      -  FIRST
 HZ1994
 HZ1994.The horizontal coordinates were established by classical geodetic methods
 HZ1994.and adjusted by the National Geodetic Survey in May 1999.
 HZ1994
 HZ1994.The orthometric height was scaled from a topographic map.
 HZ1994
 HZ1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1994.GEOID18 height accuracy estimate available here.
 HZ1994
 HZ1994.Click photographs - Photos may exist for this station.
 HZ1994
 HZ1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1994
 HZ1994. The following values were computed from the NAD 83(1997) position.
 HZ1994
 HZ1994;                    North         East     Units Scale Factor Converg.
 HZ1994;SPC IN E     -   397,982.236   141,111.189   MT  0.99998747   +0 17 48.8
 HZ1994;SPC IN E     - 1,305,713.39    462,962.29   sFT  0.99998747   +0 17 48.8
 HZ1994;SPC KY1Z     - 1,277,496.062 1,548,350.186   MT  1.00004413   +0 20 30.7
 HZ1994;SPC KY1Z     - 4,191,251.66  5,079,878.90   sFT  1.00004413   +0 20 30.7
 HZ1994;SPC KY N     -   148,299.694   418,105.372   MT  0.99998232   -0 35 12.2
 HZ1994;SPC KY N     -   486,546.58  1,371,734.04   sFT  0.99998232   -0 35 12.2
 HZ1994;UTM  16      - 4,299,713.674   656,829.403   MT  0.99990287   +1 07 59.4
 HZ1994
 HZ1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1994!SPC IN E     -   0.99996064  x   0.99998747  =   0.99994811
 HZ1994!SPC KY1Z     -   0.99996064  x   1.00004413  =   1.00000476
 HZ1994!SPC KY N     -   0.99996064  x   0.99998232  =   0.99994296
 HZ1994!UTM  16      -   0.99996064  x   0.99990287  =   0.99986351
 HZ1994
 HZ1994:                Primary Azimuth Mark                     Grid Az
 HZ1994:SPC IN E     -  CULBERTSON AZ MK                         066 53 21.1
 HZ1994:SPC KY1Z     -  CULBERTSON AZ MK                         066 50 39.2
 HZ1994:SPC KY N     -  CULBERTSON AZ MK                         067 46 22.1
 HZ1994:UTM  16      -  CULBERTSON AZ MK                         066 03 10.5
 HZ1994
 HZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5682999713(NAD 83)
 HZ1994
 HZ1994|---------------------------------------------------------------------|
 HZ1994| PID    Reference Object                     Distance      Geod. Az  |
 HZ1994|                                                           dddmmss.s |
 HZ1994| CG8448 CULBERTSON AZ MK                                   0671109.9 |
 HZ1994| CG8449 CULBERTSON RM 1                      35.405 METERS 07251     |
 HZ1994| CG8450 CULBERTSON RM 2                      94.875 METERS 18914     |
 HZ1994|---------------------------------------------------------------------|
 HZ1994
 HZ1994                          SUPERSEDED SURVEY CONTROL
 HZ1994
 HZ1994  NAD 83(1995)-  38 49 56.14449(N)    085 11 35.47435(W) AD(       ) 1
 HZ1994  NAD 83(1993)-  38 49 56.14506(N)    085 11 35.47610(W) AD(       ) 1
 HZ1994  NAD 83(1986)-  38 49 56.14527(N)    085 11 35.48191(W) AD(       ) 1
 HZ1994  NAD 27      -  38 49 55.92500(N)    085 11 35.64800(W) AD(       ) 1
 HZ1994  USSD        -  38 49 56.09200(N)    085 11 35.46500(W) AD(       ) 3
 HZ1994
 HZ1994.Superseded values are not recommended for survey control.
 HZ1994
 HZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1994.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1994
 HZ1994_MARKER: DS = TRIANGULATION STATION DISK
 HZ1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1994_STAMPING: CULBERTSON 1890 1932
 HZ1994_MARK LOGO: CGS
 HZ1994_PROJECTION: RECESSED 36 CENTIMETERS
 HZ1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1994+STABILITY: SURFACE MOTION
 HZ1994
 HZ1994  HISTORY     - Date     Condition        Report By
 HZ1994  HISTORY     - 1890     MONUMENTED       CGS
 HZ1994  HISTORY     - 1932     SEE DESCRIPTION  CGS
 HZ1994  HISTORY     - 1935     GOOD             CGS
 HZ1994  HISTORY     - 1947     GOOD             CGS
 HZ1994  HISTORY     - 1956     SEE DESCRIPTION  CGS
 HZ1994  HISTORY     - 1964     SEE DESCRIPTION  CGS
 HZ1994
 HZ1994                          STATION DESCRIPTION
 HZ1994
 HZ1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (ATM)
 HZ1994'ABOUT 11 MILES BY ROAD IN A NORTHERLY DIRECTION FROM VEVAY, IN
 HZ1994'PLEASANT TOWNSHIP, IN THE NORTHWEST CORNER OF SE1/4 SEC. 33, T.
 HZ1994'5 N., R. 12 E, ON LAND BELONGING TO JAMES CULBERTSON. THE STATION IS
 HZ1994'ON THE HIGHEST POINT OF A PASTURE ON ON THE OPPOSITE SIDE OF THE
 HZ1994'PIKE FROM CULBERTSONS HOUSE, ABOUT 200 METERS FROM THE PIKE, AND
 HZ1994'ABOUT 15 METERS EAST OF THE CENTER OF A ROAD RUNNING SOUTH FROM
 HZ1994'THE PIKE. THE STATION IS MARKED BY A NAIL SET IN CONCRETE IN THE
 HZ1994'CENTER OF THE TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET
 HZ1994'LONG. THE TILE IS FILLED WITH CONCRETE AND IS SET FLUSH WITH THE
 HZ1994'SURFACE OF THE GROUND. THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID
 HZ1994'SET ABOUT 3 FEET BELOW THE SURFACE. THERE ARE FOUR REFERENCE
 HZ1994'MARKS SIMILAR TO THE SURFACE MARK AT THE STATION, EXCEPT THE TILES
 HZ1994'ARE ONLY 4 INCHES IN DIAMETER.  THE REFERENCE MARKS ARE AT THE
 HZ1994'FOLLOWING DISTANCES AND DIRECTIONS FROM THE STATION- 1.80 METERS N,
 HZ1994'1.87 METERS EAST, 1.81 METERS SOUTH, AND 10.86 METERS WEST.
 HZ1994'THE WEST REFERENCE MARK IS IN THE FENCE LINE ON THE EAST SIDE OF THE
 HZ1994'ROAD.
 HZ1994
 HZ1994                          STATION RECOVERY (1932)
 HZ1994
 HZ1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CIA)
 HZ1994'STATION RECOVERED AS DESCRIBED WITH THE CHANGES AND ADDITIONS. THE
 HZ1994'FIELD IN WHICH THE STATION IS LOCATED IS NOW UNDER CULTIVATION AND
 HZ1994'BELONGS TO MR. CULBERTSON. AZIMUTH MARK RECOVERED AND REMARKED WITH
 HZ1994'STANDARD DISK, STAMPED 1890, 1932. REFERENCE MARKS RECOVERED
 HZ1994'BUT WERE BROKEN OFF A FEW INCHES BELOW THE SURFACE OF THE GROUND.
 HZ1994'
 HZ1994'THE STATION WAS REMARKED AND STAMPED
 HZ1994'1890 AND 1932. THE MARK IS NOW ABOUT 8 INCHES BELOW THE
 HZ1994'SURFACE OF THE GROUND. IT IS 13 METERS EAST OF THE CENTER OF THE
 HZ1994'LANE, 11.8 METERS EAST OF THE N-S FENCE LINE, 11.4 METERS SOUTH
 HZ1994'OF THE E-W FENCE LINE AND 15.7 METERS SOUTHWEST OF BLAZED TREE IN
 HZ1994'FENCE CORNER.
 HZ1994'
 HZ1994'TWO NEW REFERENCE MARKS WERE ESTABLISHED. R.M. NO. 1, 1890, 1932 IS
 HZ1994'ON THE E-W FENCE LINE, 45 METERS EAST OF FENCE CORNER AND
 HZ1994'BLAZED TREE, 0.2 METERS NORTH OF THE FENCE LINE AND PROJECTS 6 INCHES
 HZ1994'ABOVE THE GROUND. R.M. NO. 2 IS IN THE SOUTHWEST CORNER OF THE
 HZ1994'FIELD, 0.15 METERS EAST OF THE N-S FENCE LINE, 1.5 METERS NORTH OF
 HZ1994'FENCE CORNER AND LARGE POPULAR TREE 4 METERS EAST OF THE CENTER OF
 HZ1994'THE LANE AND PROJECTS 5 INCHES ABOVE THE GROUND.
 HZ1994'
 HZ1994'THE AZIMUTH MARK IS 1.7 METERS WEST OF A LARGE CEDAR TREE, 5 METERS
 HZ1994'SOUTH OF CENTER OF GRAVEL ROAD, ABOUT 0.2 MILES NORTHWEST OF
 HZ1994'CULBERTSONS HOUSE AND APPROX. 0.2 MILES NORTHEAST OF THE STATION AND
 HZ1994'PROJECTS 4 INCHES ABOVE THE GROUND.
 HZ1994'
 HZ1994'TO REACH THE STATION FROM PLEASANT GO SOUTH ON HIGHWAY 129, 2.7
 HZ1994'MILES, TURN WEST ON GRAVEL ROAD AND GO 0.3 MILE, TURN SOUTH ON
 HZ1994'LANE AND CONTINUE ABOUT 200 METERS TO THE STATION.
 HZ1994
 HZ1994                          STATION RECOVERY (1935)
 HZ1994
 HZ1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HZ1994'ABOUT 2 MILES NORTH AND WEST OF MOOREFIELD NEAR STATE ROAD 129.
 HZ1994'
 HZ1994'THE LAND IS NOW OWNED BY EDGAR CULBERTSON.
 HZ1994'
 HZ1994'FOR ON THE OPPOSITE SIDE OF THE PIKE FROM CULBERTSONS HOUSE USE ON
 HZ1994'THE OPPOSITE SIDE OF THE PIKE FROM GLEN SHAWS HOUSE. OTHER
 HZ1994'DETAILS OF DESCRIPTION APPLY EXCEPT THE STATION MARKING.
 HZ1994'
 HZ1994'THE STATION WAS OCCUPIED IN 1932 AND RE-MARKED WITH STANDARD DISKS
 HZ1994'SET IN CONCRETE.
 HZ1994'
 HZ1994'STATION IS LOCATED ABOUT 2 MILES NORTH OF MOOREFIELD VIA STATE ROAD
 HZ1994'129 TO A CROSS ROAD ABOUT 150 YARDS NORTH OF EDGAR
 HZ1994'CULBERTSONS FARM HOUSE,0.4 MILE WEST ALONG GRAVEL PIKE TO AN
 HZ1994'ABANDONED ROAD RUNNING SOUTH FROM A POINT OPPOSITE GLEN
 HZ1994'SHAWS BARN AND ABOUT 250 YARDS SOUTH TO A POPLAR TREE WHICH IS THE
 HZ1994'TALLEST OF THE LINE OF TREES IN THE FENCE LINE ON THE EAST SIDE OF
 HZ1994'THE ABANDONED ROAD, THEN ABOUT 11 YARDS EAST IN A CULTIVATED FIELD
 HZ1994'BELONGING TO EDGAR CULBERTSON.
 HZ1994
 HZ1994                          STATION RECOVERY (1947)
 HZ1994
 HZ1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1994'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. THE
 HZ1994'SURFACE-STATION MARK WAS LOWERED TO A DEPTH OF 14 INCHES IN ORDER
 HZ1994'TO PUT IT BELOW PLOW LEVEL. ALL MARKS WERE STAMPED CULBERTSON IN
 HZ1994'ORDER TO CONFORM TO THE CORRECT SPELLING OF THE FORMER
 HZ1994'LANDOWNERS NAME. THEY HAD FORMERLY BEEN INCORRECTLY STAMPED
 HZ1994'CULBERSON. SURFACE, UNDERGROUND, REFERENCE, AZIMUTH MARKS ARE
 HZ1994'STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ1994'THE ORIGINAL DIRECTIONS FOR REACHING THE STATION
 HZ1994'NO LONGER APPLY. A COMPLETE DESCRIPTION FOLLOWS.
 HZ1994'
 HZ1994'STATION IS ABOUT 10 MILES NORTHWEST OF VEVAY, ABOUT 2 MILES NORTH OF
 HZ1994'MOOREFIELD, IN A FIELD OWNED BY WILBUR ALDRED, 52 FEET SOUTHEAST
 HZ1994'OF A 16-INCHWALNUT TREE, 40 FEET EAST OF THE LARGEST POPLAR TREE IN
 HZ1994'VICINITY, 39 FEET EAST OF THE WEST FENCE OF THE FIELD, AND 38
 HZ1994'FEET SOUTH OF AN EAST-WEST FENCE. THE MARK IS 14 INCHES UNDERGROUND,
 HZ1994'AND THE DISK IS STAMPED CULBERTSON 1890 1932.
 HZ1994'
 HZ1994'REFERENCE MARK NO. 1 IS 116.16 FEET EAST-NORTHEAST OF THE STATION
 HZ1994'AND 1 FOOT NORTH OF THE EAST-WEST FENCE. THE MARK PROJECTS 1 INCH,
 HZ1994'AND THE DISK IS STAMPED CULBERTSON NO 1 1890 1932.
 HZ1994'
 HZ1994'REFERENCE MARK NO. 2 IS 311.27 FEET SOUTH OF THE STATION AND 5 FEET
 HZ1994'NORTH OF THE SOUTHWEST FENCE CORNER OF THE FIELD.  THE MARK
 HZ1994'PROJECTS 1 INCH, AND THE DISK IS STAMPED CULBERTSON NO. 2 1890 1932.
 HZ1994'
 HZ1994'AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF THE STATION, 318 FEET WEST
 HZ1994'OF THE CENTERLINE OF STATE HIGHWAY 129. 17 FEET SOUTH OF THE
 HZ1994'APPROXIMATE CENTERLINE OF A MACADAM ROAD, AND 1 FOOT SOUTHWEST OF A
 HZ1994'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ1994'DISK IS STAMPED CULBERTSON 1890 1932.
 HZ1994'
 HZ1994'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 56 AND 129 WHICH IS 1
 HZ1994'MILE WEST OF VEVAY, GO NORTHWEST ON HIGHWAY 129 FOR 8.0 MILES TO
 HZ1994'THE SMALL VILLAGE OF MOOREFIELD, CONTINUE STRAIGHT AHEAD AND GO 2.3
 HZ1994'MILES TO A MACADAM CROSS ROAD, TURN LEFT AND GO 0.4 MILE TO A
 HZ1994'BRUSHED OVER LANE ON THE LEFT, THEN TURN LEFT AND GO ABOUT 200 YARDS
 HZ1994'TO STATION ON LEFT.
 HZ1994'
 HZ1994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 200 YARDS TO
 HZ1994'THE MACADAM ROAD, THEN TURN RIGHT AND GO 0.35 MILE TO MARK
 HZ1994'ON RIGHT.
 HZ1994'
 HZ1994'HEIGHT OF LIGHT - 30 METERS.
 HZ1994
 HZ1994                          STATION RECOVERY (1956)
 HZ1994
 HZ1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HZ1994'STATION HAS BEEN REMOVED AND IS LAYING ALONG THE FENCE.
 HZ1994'
 HZ1994'BOTH REFERENCE MARKS WERE NOT LOCATED BUT THE AZIMUTH MARK IS STILL
 HZ1994'OKAY.
 HZ1994
 HZ1994                          STATION RECOVERY (1964)
 HZ1994
 HZ1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ1994'THIS STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ1994'IN GOOD CONDITION.
 HZ1994'
 HZ1994'A RECOVERY NOTE BY (USGS) DATED 1956, STATED THAT THE STATION MARK
 HZ1994'WAS FOUND LYING ALONG A FENCE ROW.  THIS MONUMENT WAS FOUND THIS
 HZ1994'DATE WITH A MUTILATED DISK IN ITS TOP.  THE DISK WAS REMOVED AND A
 HZ1994'CAREFUL STUDY OF THE PREVIOUS DESCRIPTIONS WAS MADE AND IT WAS
 HZ1994'APPARENT THAT THE MONUMENT IN VIEW WAS THE MONUMENT REMOVED WHEN
 HZ1994'THE MARK WAS LOWERED.  THIS PROVED TO BE CORRECT.
 HZ1994'
 HZ1994'THE STATION AND REFERENCE MARKS WERE EXTREMELY DIFFICULT TO RECOVER
 HZ1994'AS THEY WERE ALL UNDERGROUND AND THE E-W FENCE LINE WAS NO LONGER IN
 HZ1994'EVIDENCE.  ERRORS IN DIRECTIONS CAUSED FURTHER COMPLICATIONS.
 HZ1994'
 HZ1994'THE ORIGINAL DESCRIPTION AND RECOVERY NOTES ARE INADEQUATE.  A
 HZ1994'COMPLETE NEW DESCRIPTION IS GIVEN BELOW--
 HZ1994'
 HZ1994'THE STATION IS ABOUT 10 MILES NORTHWEST OF VEVAY, ABOUT 2 MILES
 HZ1994'NORTH OF MOOREFIELD, IN A FIELD OWNED BY WENDALL WALTZ.  IT IS 76
 HZ1994'FEET SE OF A 30-INCH POPLAR TREE, 52 FEET NE OF A 20-INCH WALNUT
 HZ1994'TREE, 39.8 FEET ESE OF A STEEL WITNESS POST, 37 FEET ENE OF A
 HZ1994'36-INCH POPLAR TREE AND 40-1/2 FEET E OF AN 18-INCH ASH TREE WITH A
 HZ1994'PROMINENT FORK.  THE MONUMENT IS ABOUT 14 INCHES
 HZ1994'UNDERGROUND AND THE DISK IS STAMPED CULBERTSON 1890-1932.
 HZ1994'
 HZ1994'R.M. NO. 1 IS 116.16 FEET NE OF THE STATION, 147 FEET EAST OF THE
 HZ1994'30-INCH POPLAR TREE AND 152 FEET ENE OF THE 36-INCH POPLAR TREE.
 HZ1994'THE MARK IS ABOUT 1 INCH BELOW GROUND SURFACE AND THE DISK IS
 HZ1994'STAMPED CULBERTSON NO 1 1890-1932.
 HZ1994'
 HZ1994'R.M. NO. 2 IS 311.27 FEET SOUTH OF THE STATION, 5 FEET NORTH OF A
 HZ1994'FENCE CORNER, 9 FEET NORTH OF A 20-INCH HICKORY TREE AND 8 FEET SE
 HZ1994'OF AN 8-INCH HICKORY TREE.  THE MONUMENT IS ABOUT 1 INCH BELOW THE
 HZ1994'SURFACE AND THE DISK IS STAMPED CULBERTSON NO 2 1890-1932.
 HZ1994'
 HZ1994'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 318 FEET WEST
 HZ1994'OF THE CENTERLINE OF STATE HWY 129, 16 FEET SOUTH OF THE APPROXIMATE
 HZ1994'CENTERLINE OF A MACADAM ROAD, 5 FEET WEST OF A DEAD CEDAR TREE AND
 HZ1994'3-1/2 FEET NE OF A TELEPHONE POLE.  THE MONUMENT PROJECTS ABOUT 4
 HZ1994'INCHES AND THE DISK IS STAMPED CULBERTSON 1890-1932.
 HZ1994'
 HZ1994'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS. 56 AND 129,
 HZ1994'ABOUT 1 MILE WEST OF VEVAY, GO NW ON HWY. 129 FOR 9.7 MILES TO A
 HZ1994'CROSSROAD IN THE SMALL VILLAGE OF MOOREFIELD.  CONTINUE AHEAD
 HZ1994'NORTH, ON HWY. 129 FOR 2.25 MILES TO A CROSSROAD.  TURN LEFT AND GO
 HZ1994'WEST ON A MACADAM ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 HZ1994'LEFT.  CONTINUE WEST ON THE MAIN ROAD FOR 0.3 MILE TO A FIELD
 HZ1994'ROAD LEFT.  TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF A FIELD
 HZ1994'FOR 0.15 MILE TO AN ENTRANCE TO THE FIELD TO THE EAST, A LARGE
 HZ1994'POPLAR TREE ON THE LEFT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2322 ***********************************************************************
 ME2322  DESIGNATION -  CULVER
 ME2322  PID         -  ME2322
 ME2322  STATE/COUNTY-  IN/MARSHALL
 ME2322  COUNTRY     -  US
 ME2322  USGS QUAD   -  CULVER (2019)
 ME2322
 ME2322                         *CURRENT SURVEY CONTROL
 ME2322  ______________________________________________________________________
 ME2322* NAD 83(1997) POSITION- 41 13 06.13840(N) 086 25 05.77067(W)   ADJUSTED
 ME2322* NAVD 88 ORTHO HEIGHT -   228.13  (+/-2cm)      748.5   (feet) VERTCON3
 ME2322  ______________________________________________________________________
 ME2322  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME2322  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 ME2322  HORZ ORDER      -  SECOND
 ME2322  VERT ORDER      -  THIRD ? (See Below)
 ME2322
 ME2322.The horizontal coordinates were established by classical geodetic methods
 ME2322.and adjusted by the National Geodetic Survey in May 1999.
 ME2322
 ME2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2322
 ME2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2322.GEOID18 height accuracy estimate available here.
 ME2322
 ME2322.The vertical order pertains to the NGVD 29 superseded value.
 ME2322
 ME2322.Click photographs - Photos may exist for this station.
 ME2322
 ME2322.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2322
 ME2322. The following values were computed from the NAD 83(1997) position.
 ME2322
 ME2322;                    North         East     Units Scale Factor Converg.
 ME2322;SPC IN E     -   663,081.286    36,974.774   MT  1.00001553   -0 29 43.0
 ME2322;SPC IN E     - 2,175,459.19    121,308.07   sFT  1.00001553   -0 29 43.0
 ME2322;SPC IN W     -   663,022.168   955,768.481   MT  1.00000493   +0 26 17.7
 ME2322;SPC IN W     - 2,175,265.23  3,135,717.09   sFT  1.00000493   +0 26 17.7
 ME2322;UTM  16      - 4,563,161.981   548,762.698   MT  0.99962926   +0 22 60.0
 ME2322
 ME2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2322!SPC IN E     -   0.99996950  x   1.00001553  =   0.99998503
 ME2322!SPC IN W     -   0.99996950  x   1.00000493  =   0.99997443
 ME2322!UTM  16      -   0.99996950  x   0.99962926  =   0.99959877
 ME2322
 ME2322:                Primary Azimuth Mark                     Grid Az
 ME2322:SPC IN E     -  PUTNAM                                   184 30 37.6
 ME2322:SPC IN W     -  PUTNAM                                   183 34 36.9
 ME2322:UTM  16      -  PUTNAM                                   183 37 54.6
 ME2322
 ME2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4876263161(NAD 83)
 ME2322
 ME2322|---------------------------------------------------------------------|
 ME2322| PID    Reference Object                     Distance      Geod. Az  |
 ME2322|                                                           dddmmss.s |
 ME2322| ME2320 PUTNAM                              APPROX. 1.4 KM 1840054.6 |
 ME2322| ME2323 PUTNAM C                            118.483 METERS 23754     |
 ME2322|---------------------------------------------------------------------|
 ME2322
 ME2322                          SUPERSEDED SURVEY CONTROL
 ME2322
 ME2322  NAD 83(1986)-  41 13 06.14747(N)    086 25 05.77778(W) AD(       ) 2
 ME2322  NAD 27      -  41 13 05.99750(N)    086 25 05.75420(W) AD(       ) 2
 ME2322  USSD        -  41 13 06.01900(N)    086 25 05.57700(W) AD(       ) 3
 ME2322  NGVD 29             228.24   (m)          748.8    (f) LEVELING    3  
 ME2322
 ME2322.Superseded values are not recommended for survey control.
 ME2322
 ME2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2322.See file dsdata.pdf to determine how the superseded data were derived.
 ME2322
 ME2322_MARKER: DS = TRIANGULATION STATION DISK
 ME2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2322_STAMPING: CULVER 1920
 ME2322_MARK LOGO: CGS
 ME2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2322+STABILITY: SURFACE MOTION
 ME2322
 ME2322  HISTORY     - Date     Condition        Report By
 ME2322  HISTORY     - 1920     MONUMENTED       CGS
 ME2322  HISTORY     - 20100809 MARK NOT FOUND   DLZCOR
 ME2322
 ME2322                          STATION DESCRIPTION
 ME2322
 ME2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2322'ABOUT 100 YDS (91.4 M) W OF THE RAILROAD STATION AT CULVER, ON THE E
 ME2322'SIDE OF THE TRACK, 325 YDS (297.2 M) E OF RAILROAD BRIDGE 148-26, 220
 ME2322'YDS (201.2 M) E OF THE SWITCH SIGNAL FOR SIDING, 80 YDS (73.2 M) S OF
 ME2322'F.G. SOLOMONS MERCHANDISE STORE, 2.75 M (9.0 FT) E OF THE E AND
 ME2322'NEAREST RAIL.  THE STATION AND UNDERGROUND MARKS ARE BRONZE TABLETS
 ME2322'SET IN CONCRETE.  THERE IS NO REFERENCE MARK.
 ME2322
 ME2322                          STATION RECOVERY (2010)
 ME2322
 ME2322'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME2322'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0317 ***********************************************************************
 ME0317  DESIGNATION -  CULVER CITY
 ME0317  PID         -  ME0317
 ME0317  STATE/COUNTY-  IN/MARSHALL
 ME0317  COUNTRY     -  US
 ME0317  USGS QUAD   -  CULVER (2019)
 ME0317
 ME0317                         *CURRENT SURVEY CONTROL
 ME0317  ______________________________________________________________________
 ME0317* NAD 83(1986) POSITION- 41 13 05.     (N) 086 25 19.     (W)   SCALED
 ME0317* NAVD 88 ORTHO HEIGHT -   229.607 (meters)      753.30  (feet) ADJUSTED
 ME0317  ______________________________________________________________________
 ME0317  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 ME0317  DYNAMIC HEIGHT  -        229.512 (meters)      752.99  (feet) COMP
 ME0317  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 ME0317
 ME0317  VERT ORDER      -  SECOND    CLASS 0
 ME0317
 ME0317.The horizontal coordinates were scaled from a map and have
 ME0317.an estimated accuracy of +/- 6 seconds.
 ME0317
 ME0317.The orthometric height was determined by differential leveling and
 ME0317.adjusted by the NATIONAL GEODETIC SURVEY
 ME0317.in June 1991.
 ME0317
 ME0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0317.GEOID18 height accuracy estimate available here.
 ME0317
 ME0317.Click photographs - Photos may exist for this station.
 ME0317
 ME0317.The dynamic height is computed by dividing the NAVD 88
 ME0317.geopotential number by the normal gravity value computed on the
 ME0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0317.degrees latitude (g = 980.6199 gals.).
 ME0317
 ME0317.The modeled gravity was interpolated from observed gravity values.
 ME0317
 ME0317;                    North         East    Units  Estimated Accuracy
 ME0317;SPC IN E     -   663,050.       36,670.      MT  (+/- 180 meters Scaled)
 ME0317
 ME0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL484631(NAD 83)
 ME0317
 ME0317                          SUPERSEDED SURVEY CONTROL
 ME0317
 ME0317  NGVD 29 (??/??/92)  229.720  (m)          753.67   (f) ADJ UNCH    2 0
 ME0317
 ME0317.Superseded values are not recommended for survey control.
 ME0317
 ME0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0317.See file dsdata.pdf to determine how the superseded data were derived.
 ME0317
 ME0317_MARKER: DB = BENCH MARK DISK
 ME0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0317_SP_SET: TOWER FOUNDATION
 ME0317_STAMPING: CULVER CITY 1934
 ME0317_MARK LOGO: CGS
 ME0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0317
 ME0317  HISTORY     - Date     Condition        Report By
 ME0317  HISTORY     - 1934     MONUMENTED       CGS
 ME0317  HISTORY     - 1946     GOOD             CGS
 ME0317  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0317
 ME0317                          STATION DESCRIPTION
 ME0317
 ME0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0317'AT CULVER.
 ME0317'AT CULVER, AT THE CITY WATER TOWER, SET IN THE TOP OF THE SOUTH
 ME0317'CORNER OF THE SOUTHEAST CONCRETE FOUNDATION SUPPORTING THE
 ME0317'SOUTHEAST LEG OF THE TOWER, 33 FEET WEST OF THE CENTER LINE OF
 ME0317'LAKE STREET, 54 FEET NORTH OF THE CENTER LINE OF CASS STREET, AND
 ME0317'ABOUT 2 1/2 FEET ABOVE GROUND LEVEL.
 ME0317
 ME0317                          STATION RECOVERY (1984)
 ME0317
 ME0317'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2311 ***********************************************************************
 ME2311  DESIGNATION -  CULVER MILITARY ACAD CH SPIRE
 ME2311  PID         -  ME2311
 ME2311  STATE/COUNTY-  IN/MARSHALL
 ME2311  COUNTRY     -  US
 ME2311  USGS QUAD   -  CULVER (2019)
 ME2311
 ME2311                         *CURRENT SURVEY CONTROL
 ME2311  ______________________________________________________________________
 ME2311* NAD 83(1997) POSITION- 41 13 30.20250(N) 086 24 11.56260(W)   ADJUSTED
 ME2311  ______________________________________________________________________
 ME2311  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME2311  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 ME2311  HORZ ORDER      -  THIRD
 ME2311
 ME2311.The horizontal coordinates were established by classical geodetic methods
 ME2311.and adjusted by the National Geodetic Survey in May 1999.
 ME2311
 ME2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2311.GEOID18 height accuracy estimate available here.
 ME2311
 ME2311.Click photographs - Photos may exist for this station.
 ME2311
 ME2311.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2311
 ME2311. The following values were computed from the NAD 83(1997) position.
 ME2311
 ME2311;                    North         East     Units Scale Factor Converg.
 ME2311;SPC IN E     -   663,812.829    38,243.735   MT  1.00001359   -0 29 07.5
 ME2311;SPC IN E     - 2,177,859.26    125,471.32   sFT  1.00001359   -0 29 07.5
 ME2311;SPC IN W     -   663,774.283   957,025.343   MT  1.00000667   +0 26 53.6
 ME2311;SPC IN W     - 2,177,732.79  3,139,840.65   sFT  1.00000667   +0 26 53.6
 ME2311;UTM  16      - 4,563,912.608   550,019.808   MT  0.99963079   +0 23 35.9
 ME2311
 ME2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5001963912(NAD 83)
 ME2311
 ME2311                          SUPERSEDED SURVEY CONTROL
 ME2311
 ME2311  NAD 83(1986)-  41 13 30.20828(N)    086 24 11.57152(W) AD(       ) 3
 ME2311  NAD 27      -  41 13 30.05700(N)    086 24 11.55000(W) AD(       ) 3
 ME2311
 ME2311.Superseded values are not recommended for survey control.
 ME2311
 ME2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2311.See file dsdata.pdf to determine how the superseded data were derived.
 ME2311
 ME2311_MARKER: 90 = CHURCH SPIRE
 ME2311
 ME2311  HISTORY     - Date     Condition        Report By
 ME2311  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2311  HISTORY     - 1984     GOOD             USPSQD
 ME2311
 ME2311                          STATION DESCRIPTION
 ME2311
 ME2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2311'THE BALL AT THE APEX OF THE ROOF OF THE SPIRE, WHICH IS LOCATED
 ME2311'ABOUT 1/2 MILE
 ME2311'NORTHEAST OF CULVER ON THE CULVER MILITARY ACADEMY GROUNDS.  THE
 ME2311'SPIRE IS ATOP THE SOUTH END OF THE
 ME2311'MILITARY ACADEMY CHURCH AND THE OVERALL HEIGHT IS ABOUT 200 FEET.
 ME2311
 ME2311                          STATION RECOVERY (1984)
 ME2311
 ME2311'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2311'STATION RECOVERED GOOD.
 ME2311'
 ME2311'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2318 ***********************************************************************
 ME2318  DESIGNATION -  CULVER MILITARY ACADEMY TANK
 ME2318  PID         -  ME2318
 ME2318  STATE/COUNTY-  IN/MARSHALL
 ME2318  COUNTRY     -  US
 ME2318  USGS QUAD   -  CULVER (2019)
 ME2318
 ME2318                         *CURRENT SURVEY CONTROL
 ME2318  ______________________________________________________________________
 ME2318* NAD 83(1997) POSITION- 41 13 30.24499(N) 086 24 24.61087(W)   ADJUSTED
 ME2318  ______________________________________________________________________
 ME2318  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME2318  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 ME2318  HORZ ORDER      -  THIRD
 ME2318
 ME2318.The horizontal coordinates were established by classical geodetic methods
 ME2318.and adjusted by the National Geodetic Survey in May 1999.
 ME2318
 ME2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2318.GEOID18 height accuracy estimate available here.
 ME2318
 ME2318.Click photographs - Photos may exist for this station.
 ME2318
 ME2318.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2318
 ME2318. The following values were computed from the NAD 83(1997) position.
 ME2318
 ME2318;                    North         East     Units Scale Factor Converg.
 ME2318;SPC IN E     -   663,816.721    37,939.843   MT  1.00001405   -0 29 16.1
 ME2318;SPC IN E     - 2,177,872.03    124,474.30   sFT  1.00001405   -0 29 16.1
 ME2318;SPC IN W     -   663,773.223   956,721.430   MT  1.00000625   +0 26 45.0
 ME2318;SPC IN W     - 2,177,729.32  3,138,843.56   sFT  1.00000625   +0 26 45.0
 ME2318;UTM  16      - 4,563,911.840   549,716.008   MT  0.99963042   +0 23 27.3
 ME2318
 ME2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4971663911(NAD 83)
 ME2318
 ME2318                          SUPERSEDED SURVEY CONTROL
 ME2318
 ME2318  NAD 83(1986)-  41 13 30.25073(N)    086 24 24.61971(W) AD(       ) 3
 ME2318  NAD 27      -  41 13 30.10000(N)    086 24 24.59700(W) AD(       ) 3
 ME2318
 ME2318.Superseded values are not recommended for survey control.
 ME2318
 ME2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2318.See file dsdata.pdf to determine how the superseded data were derived.
 ME2318
 ME2318_MARKER: 53 = ELEVATED TANK
 ME2318
 ME2318  HISTORY     - Date     Condition        Report By
 ME2318  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2318  HISTORY     - 1984     GOOD             USPSQD
 ME2318
 ME2318                          STATION DESCRIPTION
 ME2318
 ME2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2318'THE BALL AT THE APEX OF THE ROOF OF THE TANK, WHICH IS LOCATED
 ME2318'ABOUT 1/2 MILE
 ME2318'NORTHEAST OF CULVER ON THE GROUNDS OF THE CULVER MILITARY ACADEMY.
 ME2318'IT IS A 4-LEGGED STEEL STRUCTURE WITH
 ME2318'A WATER TANK ATOP PAINTED SILVER AND THE OVERALL HEIGHT
 ME2318'IS 150 FEET.
 ME2318
 ME2318                          STATION RECOVERY (1984)
 ME2318
 ME2318'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2318'STATION RECOVERED GOOD.
 ME2318'
 ME2318'RECOVERED AS DESCRIBED EXCEPT WATER TOWER IS NOW PAINTED LIGHT
 ME2318'GREEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3394 ***********************************************************************
 JZ3394  DESIGNATION -  CUMBERLAND SMITH AND YOUNG STK
 JZ3394  PID         -  JZ3394
 JZ3394  STATE/COUNTY-  IN/MARION
 JZ3394  COUNTRY     -  US
 JZ3394  USGS QUAD   -  CUMBERLAND (2019)
 JZ3394
 JZ3394                         *CURRENT SURVEY CONTROL
 JZ3394  ______________________________________________________________________
 JZ3394* NAD 83(1997) POSITION- 39 46 28.04272(N) 085 57 48.60724(W)   ADJUSTED
 JZ3394  ______________________________________________________________________
 JZ3394  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 JZ3394  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 JZ3394  HORZ ORDER      -  THIRD
 JZ3394
 JZ3394.The horizontal coordinates were established by classical geodetic methods
 JZ3394.and adjusted by the National Geodetic Survey in May 1999.
 JZ3394
 JZ3394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3394.GEOID18 height accuracy estimate available here.
 JZ3394
 JZ3394.Click photographs - Photos may exist for this station.
 JZ3394
 JZ3394.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3394
 JZ3394. The following values were computed from the NAD 83(1997) position.
 JZ3394
 JZ3394;                    North         East     Units Scale Factor Converg.
 JZ3394;SPC IN E     -   502,517.944    74,569.712   MT  0.99997463   -0 11 23.7
 JZ3394;SPC IN E     - 1,648,677.62    244,650.80   sFT  0.99997463   -0 11 23.7
 JZ3394;UTM  16      - 4,403,238.267   588,766.448   MT  0.99969701   +0 39 47.4
 JZ3394
 JZ3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8876603238(NAD 83)
 JZ3394
 JZ3394                          SUPERSEDED SURVEY CONTROL
 JZ3394
 JZ3394  NAD 83(1986)-  39 46 28.04601(N)    085 57 48.62565(W) AD(       ) 3
 JZ3394  NAD 27      -  39 46 27.90000(N)    085 57 48.69000(W) AD(       ) 3
 JZ3394
 JZ3394.Superseded values are not recommended for survey control.
 JZ3394
 JZ3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3394.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3394
 JZ3394_MARKER: 63 = STACK
 JZ3394
 JZ3394  HISTORY     - Date     Condition        Report By
 JZ3394  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3394  HISTORY     - 1948     GOOD             CGS
 JZ3394
 JZ3394                          STATION DESCRIPTION
 JZ3394
 JZ3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3394'THIS STATION IS A STACK ON THE GROUNDS OF THE SMITH AND YOUNG
 JZ3394'GREENHOUSE COMPANY LOCATED ABOUT 0.3 MILE W OF THE VILLAGE OF
 JZ3394'CUMBERLAND, INDIANA, AND ABOUT 0.1 MILE S OF U.S. HIGHWAY 40. THE
 JZ3394'STACK WAS BUILT IN 1928 AND IS QUITE PROMINENT.
 JZ3394'
 JZ3394'THE STACK IS OF RED TILE CONSTRUCTION, LOCATED AT THE E END OF THE
 JZ3394'HEATING PLANT. IT IS ABOUT 12 FEET IN DIAMETER AT THE BASE, ABOUT
 JZ3394'8 FEET IN DIAMETER AT THE TOP AND ABOUT 125 FEET HIGH.
 JZ3394
 JZ3394                          STATION RECOVERY (1948)
 JZ3394
 JZ3394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1647 ***********************************************************************
 MD1647  DESIGNATION -  CUMMINS
 MD1647  PID         -  MD1647
 MD1647  STATE/COUNTY-  IN/WHITLEY
 MD1647  COUNTRY     -  US
 MD1647  USGS QUAD   -  PIERCETON (2019)
 MD1647
 MD1647                         *CURRENT SURVEY CONTROL
 MD1647  ______________________________________________________________________
 MD1647* NAD 83(1997) POSITION- 41 07 58.97847(N) 085 38 06.71252(W)   ADJUSTED
 MD1647* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 MD1647  ______________________________________________________________________
 MD1647  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 MD1647  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 MD1647  HORZ ORDER      -  THIRD
 MD1647
 MD1647.The horizontal coordinates were established by classical geodetic methods
 MD1647.and adjusted by the National Geodetic Survey in May 1999.
 MD1647
 MD1647.The orthometric height was scaled from a topographic map.
 MD1647
 MD1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1647.GEOID18 height accuracy estimate available here.
 MD1647
 MD1647.Click photographs - Photos may exist for this station.
 MD1647
 MD1647.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1647
 MD1647. The following values were computed from the NAD 83(1997) position.
 MD1647
 MD1647;                    North         East     Units Scale Factor Converg.
 MD1647;SPC IN E     -   653,334.027   102,642.209   MT  0.99996675   +0 01 14.5
 MD1647;SPC IN E     - 2,143,480.05    336,751.98   sFT  0.99996675   +0 01 14.5
 MD1647;UTM  16      - 4,554,424.562   614,552.299   MT  0.99976150   +0 53 52.4
 MD1647
 MD1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1647!SPC IN E     -   0.99996197  x   0.99996675  =   0.99992872
 MD1647!UTM  16      -   0.99996197  x   0.99976150  =   0.99972348
 MD1647
 MD1647:                Primary Azimuth Mark                     Grid Az
 MD1647:SPC IN E     -  CUMMINS AZ MK                            176 15 06.7
 MD1647:UTM  16      -  CUMMINS AZ MK                            175 22 28.8
 MD1647
 MD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1455254424(NAD 83)
 MD1647
 MD1647|---------------------------------------------------------------------|
 MD1647| PID    Reference Object                     Distance      Geod. Az  |
 MD1647|                                                           dddmmss.s |
 MD1647| CC8552 CUMMINS RM 1                         23.665 METERS 06815     |
 MD1647| CC8551 CUMMINS AZ MK                                      1761621.2 |
 MD1647| MD1082 V 186                                15.100 METERS 17837     |
 MD1647|---------------------------------------------------------------------|
 MD1647
 MD1647                          SUPERSEDED SURVEY CONTROL
 MD1647
 MD1647  NAD 83(1995)-  41 07 58.98217(N)    085 38 06.72092(W) AD(       ) 3
 MD1647  NAD 83(1986)-  41 07 58.98160(N)    085 38 06.72357(W) AD(       ) 3
 MD1647  NAD 27      -  41 07 58.81730(N)    085 38 06.77840(W) AD(       ) 3
 MD1647
 MD1647.Superseded values are not recommended for survey control.
 MD1647
 MD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1647.See file dsdata.pdf to determine how the superseded data were derived.
 MD1647
 MD1647_MARKER: DS = TRIANGULATION STATION DISK
 MD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1647_STAMPING: CUMMINS 1947
 MD1647_MARK LOGO: CGS
 MD1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1647+STABILITY: SURFACE MOTION
 MD1647
 MD1647  HISTORY     - Date     Condition        Report By
 MD1647  HISTORY     - 1947     MONUMENTED       CGS
 MD1647  HISTORY     - 1960     GOOD             CGS
 MD1647
 MD1647                          STATION DESCRIPTION
 MD1647
 MD1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1647'STATION IS LOCATED 3.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 5
 MD1647'AND 14 IN SOUTH WHITLEY AND ON THE SOUTHWEST CORNER OF HIGHWAY 5 AND A
 MD1647'GRAVEL CROSSROAD.  IT IS 61 FEET SOUTHWEST OF THE CROSSROAD
 MD1647'INTERSECTION, 37 FEET WEST OF THE CENTER OF THE HIGHWAY, 27 FEET SOUTH
 MD1647'OF A FENCE CORNER AND 8 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 MD1647'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CUMMINS 1947.
 MD1647'
 MD1647'REFERENCE MARK NO. 1 IS 77.64 FEET NORTHEAST OF THE STATION.  IT IS 32
 MD1647'FEET EAST OF THE CENTER OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER OF
 MD1647'THE GRAVEL ROAD AND 2.5 FEET WEST OF A POWER POLE.  THE MARK IS FLUSH
 MD1647'WITH THE GROUND AND THE DISK IS STAMPED CUMMINS NO 1 1947.
 MD1647'
 MD1647'V 186 (USC AND GS) BM WAS USED AS A REFERENCE MARK AND IS 49.54 FEET
 MD1647'SOUTH OF THE STATION.  IT IS 37 FEET WEST OF THE CENTER OF THE HIGHWAY
 MD1647'AND 2 FEET EAST OF A FENCE.  THE MARK IS A 10 X 10 INCH CONCRETE POST
 MD1647'PROJECTING ABOUT 3 INCHES WITH A STANDARD USC AND GS BM DISK STAMPED V
 MD1647'186 1946.
 MD1647'
 MD1647'AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION ON THE WEST SIDE OF
 MD1647'HIGHWAY 5.  IT 27 FEET WEST OF THE CENTER OF THE HIGHWAY, 24 FEET
 MD1647'NORTH OF A TELEPHONE POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.
 MD1647'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CUMMINS 1947.
 MD1647'
 MD1647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 14 IN
 MD1647'SOUTH WHITLEY GO NORTH ON HIGHWAY 5 FOR 2.7 MILES TO THE AZIMUTH ON
 MD1647'THE LEFT, CONTINUE STRAIGHT AHEAD 0.7 MILE TO A GRAVEL CROSSROAD AND
 MD1647'STATION AS DESCRIBED.
 MD1647'
 MD1647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1647
 MD1647                          STATION RECOVERY (1960)
 MD1647
 MD1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1647'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1647'AS HEREINAFTER CORRECTED ALONG WITH PERTINENT ADDENDA.
 MD1647'
 MD1647'STATION IS 3.7 MILES N OF JUNCTION OF NOS. 5 AND 14 INDIANA HWYS. IN
 MD1647'SOUTH WHITLEY AND 47 FEET S OF CENTER LINE OF THE GRAVELED CROSS ROAD.
 MD1647'R.M. NO. 1 IS 77.69 FEET NE OF THE STATION AND 34 FEET E OF CENTER
 MD1647'LINE OF THE HWY.  THE AZIMUTH MARK IS ABOUT 15 YARDS NW OF MIDPOINT OF
 MD1647'CURVE, 16 FEET W OF PROJECTED LINE OF CENTER LINE OF HWY. TANGENT FROM
 MD1647'THE N, ABOUT SAME ELEVATION AS THE HWY. CENTER LINE, AND 2 FEET NNW OF
 MD1647'STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2545 ***********************************************************************
 LB2545  DESIGNATION -  CUTLER
 LB2545  PID         -  LB2545
 LB2545  STATE/COUNTY-  IN/CARROLL
 LB2545  COUNTRY     -  US
 LB2545  USGS QUAD   -  ROSSVILLE (2019)
 LB2545
 LB2545                         *CURRENT SURVEY CONTROL
 LB2545  ______________________________________________________________________
 LB2545* NAD 83(1997) POSITION- 40 28 20.69638(N) 086 31 31.11042(W)   ADJUSTED
 LB2545* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 LB2545  ______________________________________________________________________
 LB2545  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LB2545  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LB2545  HORZ ORDER      -  SECOND
 LB2545
 LB2545.The horizontal coordinates were established by classical geodetic methods
 LB2545.and adjusted by the National Geodetic Survey in May 1999.
 LB2545
 LB2545.The orthometric height was scaled from a topographic map.
 LB2545
 LB2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2545.GEOID18 height accuracy estimate available here.
 LB2545
 LB2545.Click photographs - Photos may exist for this station.
 LB2545
 LB2545.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2545
 LB2545. The following values were computed from the NAD 83(1997) position.
 LB2545
 LB2545;                    North         East     Units Scale Factor Converg.
 LB2545;SPC IN W     -   580,122.108   947,320.433   MT  0.99999422   +0 21 44.0
 LB2545;SPC IN W     - 1,903,283.95  3,108,000.45   sFT  0.99999422   +0 21 44.0
 LB2545;UTM  16      - 4,480,301.078   540,238.989   MT  0.99961993   +0 18 29.2
 LB2545
 LB2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2545!SPC IN W     -   0.99996977  x   0.99999422  =   0.99996399
 LB2545!UTM  16      -   0.99996977  x   0.99961993  =   0.99958971
 LB2545
 LB2545:                Primary Azimuth Mark                     Grid Az
 LB2545:SPC IN W     -  CUTLER AZ MK                             059 33 34.0
 LB2545:UTM  16      -  CUTLER AZ MK                             059 36 48.8
 LB2545
 LB2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4023880301(NAD 83)
 LB2545
 LB2545|---------------------------------------------------------------------|
 LB2545| PID    Reference Object                     Distance      Geod. Az  |
 LB2545|                                                           dddmmss.s |
 LB2545| CC8556 CUTLER AZ MK                                       0595518.0 |
 LB2545| CC8558 CUTLER RM 2                          23.732 METERS 09034     |
 LB2545| LB2543 ROSSVILLE MUNICIPAL TANK            APPROX. 8.1 KM 2235820.3 |
 LB2545| CC8557 CUTLER RM 1                          29.642 METERS 35844     |
 LB2545|---------------------------------------------------------------------|
 LB2545
 LB2545                          SUPERSEDED SURVEY CONTROL
 LB2545
 LB2545  NAD 83(1986)-  40 28 20.70212(N)    086 31 31.12267(W) AD(       ) 2
 LB2545  NAD 27      -  40 28 20.57630(N)    086 31 31.13830(W) AD(       ) 2
 LB2545
 LB2545.Superseded values are not recommended for survey control.
 LB2545
 LB2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2545.See file dsdata.pdf to determine how the superseded data were derived.
 LB2545
 LB2545_MARKER: DS = TRIANGULATION STATION DISK
 LB2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2545_STAMPING: CUTLER 1948
 LB2545_MARK LOGO: CGS
 LB2545_PROJECTION: RECESSED 10 CENTIMETERS
 LB2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2545+STABILITY: SURFACE MOTION
 LB2545
 LB2545  HISTORY     - Date     Condition        Report By
 LB2545  HISTORY     - 1948     MONUMENTED       CGS
 LB2545
 LB2545                          STATION DESCRIPTION
 LB2545
 LB2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2545'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ROSSVILLE, 5 MILES EAST
 LB2545'OF OWASCO AND 5 MILES NORTHWEST OF GEETINGSVILLE.  IT IS 98 FEET
 LB2545'WEST OF THE CENTER OF A PAVED ROAD, 78 FEET WEST OF A WHITE WITNESS
 LB2545'POST AND 18 FEET NORTH OF A FENCE.  THE MARK IS ABOUT 4 INCHES
 LB2545'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CUTLER
 LB2545'1948.
 LB2545'
 LB2545'REFERENCE MARK NO. 1 IS 97.25 FEET NORTH OF THE STATION.  IT IS 115
 LB2545'FEET NORTH OF A FENCE AND 103 FEET WEST OF CENTER OF A PAVED ROAD.
 LB2545'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CUTLER NO
 LB2545'1 1948.
 LB2545'
 LB2545'REFERENCE MARK NO. 2 IS 77.86 FEET EAST OF THE STATION.  IT IS 19
 LB2545'FEET WEST OF THE CENTER OF A PAVED ROAD, 14 FEET NORTH OF A FENCE
 LB2545'CORNER, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS
 LB2545'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2545'CUTLER NO 2 1948.
 LB2545'
 LB2545'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE STATION.
 LB2545'IT IS 19 FEET NORTH OF THE CENTER OF A PAVED ROAD, 3 FEET EAST OF
 LB2545'A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE AND 2 FEET SOUTHWEST OF A
 LB2545'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 LB2545'IS STAMPED CUTLER 1948.
 LB2545'
 LB2545'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 26 IN
 LB2545'ROSSVILLE, GO EAST ON HIGHWAY 26 FOR 3.7 MILES TO THE JUNCTION OF
 LB2545'STATE HIGHWAY 75, TURN LEFT AND GO NORTH ON HIGHWAY 75 FOR 3.5
 LB2545'MILES TO A CROSSROADS, TURN RIGHT AND GO EAST AND NORTH ON A PAVED
 LB2545'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT OR WEST OF ROAD AS
 LB2545'DESCRIBED.
 LB2545'
 LB2545'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED ROAD FOR
 LB2545'0.2 MILE TO A T ROAD JUNCTION, TURN RIGHT ON PAVED ROAD AND GO EAST
 LB2545'FOR 0.25 MILE TO THE AZIMUTH MARK ON LEFT OR NORTH OF ROAD AS
 LB2545'DESCRIBED.
 LB2545'
 LB2545'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2045 ***********************************************************************
 JA2045  DESIGNATION -  CYNTHIANA MUNICIPAL TANK
 JA2045  PID         -  JA2045
 JA2045  STATE/COUNTY-  IN/POSEY
 JA2045  COUNTRY     -  US
 JA2045  USGS QUAD   -  CYNTHIANA (2019)
 JA2045
 JA2045                         *CURRENT SURVEY CONTROL
 JA2045  ______________________________________________________________________
 JA2045* NAD 83(1997) POSITION- 38 11 16.24754(N) 087 42 37.04896(W)   ADJUSTED
 JA2045  ______________________________________________________________________
 JA2045  GEOID HEIGHT    -        -31.170 (meters)                     GEOID18
 JA2045  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 JA2045  HORZ ORDER      -  THIRD
 JA2045
 JA2045.The horizontal coordinates were established by classical geodetic methods
 JA2045.and adjusted by the National Geodetic Survey in May 1999.
 JA2045
 JA2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2045.GEOID18 height accuracy estimate available here.
 JA2045
 JA2045.Click photographs - Photos may exist for this station.
 JA2045
 JA2045.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2045
 JA2045. The following values were computed from the NAD 83(1997) position.
 JA2045
 JA2045;                    North         East     Units Scale Factor Converg.
 JA2045;SPC IN W     -   326,529.760   845,075.064   MT  1.00000381   -0 23 15.4
 JA2045;SPC IN W     - 1,071,289.72  2,772,550.44   sFT  1.00000381   -0 23 15.4
 JA2045;UTM  16      - 4,226,895.694   437,797.344   MT  0.99964765   -0 26 20.9
 JA2045
 JA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3779726895(NAD 83)
 JA2045
 JA2045                          SUPERSEDED SURVEY CONTROL
 JA2045
 JA2045  NAD 83(1993)-  38 11 16.25319(N)    087 42 37.04786(W) AD(       ) 3
 JA2045  NAD 83(1986)-  38 11 16.25678(N)    087 42 37.04996(W) AD(       ) 3
 JA2045  NAD 27      -  38 11 16.10363(N)    087 42 36.95968(W) AD(       ) 3
 JA2045
 JA2045.Superseded values are not recommended for survey control.
 JA2045
 JA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2045.See file dsdata.pdf to determine how the superseded data were derived.
 JA2045
 JA2045_MARKER: 53 = ELEVATED TANK
 JA2045
 JA2045  HISTORY     - Date     Condition        Report By
 JA2045  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2045
 JA2045                          STATION DESCRIPTION
 JA2045
 JA2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2045'THE STATION IS LOCATED IN THE BUSINESS SECTION OF CYNTHIANA.  IT IS A
 JA2045'STEEL STRUCTURE
 JA2045'SUPPORTED BY 4 LEGS, PAINTED SILVER AND APPROXIMATELY 125 FEET HIGH.
 JA2045'
 JA2045'THE POINT INTERSECTED WAS THE CENTER OF TOP OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0537 ***********************************************************************
 JZ0537  DESIGNATION -  D 1
 JZ0537  PID         -  JZ0537
 JZ0537  STATE/COUNTY-  IN/DEARBORN
 JZ0537  COUNTRY     -  US
 JZ0537  USGS QUAD   -  HOOVEN (2016)
 JZ0537
 JZ0537                         *CURRENT SURVEY CONTROL
 JZ0537  ______________________________________________________________________
 JZ0537* NAD 83(1986) POSITION- 39 07 49.06   (N) 084 50 34.79   (W)   HD_HELD1
 JZ0537* NAVD 88 ORTHO HEIGHT -   152.287 (meters)      499.63  (feet) ADJUSTED
 JZ0537  ______________________________________________________________________
 JZ0537  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ0537  DYNAMIC HEIGHT  -        152.192 (meters)      499.32  (feet) COMP
 JZ0537  MODELED GRAVITY -    980,006.5   (mgal)                       NAVD 88
 JZ0537
 JZ0537  VERT ORDER      -  FIRST     CLASS II
 JZ0537
 JZ0537.The horizontal coordinates were determined by differentially corrected
 JZ0537.hand held GPS observations or other comparable positioning techniques
 JZ0537.and have an estimated accuracy of +/- 3 meters.
 JZ0537
 JZ0537.The orthometric height was determined by differential leveling and
 JZ0537.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0537.in June 1991.
 JZ0537
 JZ0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0537.GEOID18 height accuracy estimate available here.
 JZ0537
 JZ0537.Click photographs - Photos may exist for this station.
 JZ0537
 JZ0537.The dynamic height is computed by dividing the NAVD 88
 JZ0537.geopotential number by the normal gravity value computed on the
 JZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0537.degrees latitude (g = 980.6199 gals.).
 JZ0537
 JZ0537.The modeled gravity was interpolated from observed gravity values.
 JZ0537
 JZ0537;                    North         East    Units  Estimated Accuracy
 JZ0537;SPC IN E     -   431,283.7     171,218.6     MT  (+/- 3 meters HH1 GPS) 
 JZ0537
 JZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8644433451(NAD 83)
 JZ0537
 JZ0537                          SUPERSEDED SURVEY CONTROL
 JZ0537
 JZ0537  NGVD 29 (??/??/92)  152.496  (m)          500.31   (f) ADJ UNCH    1 2
 JZ0537
 JZ0537.Superseded values are not recommended for survey control.
 JZ0537
 JZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0537.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0537
 JZ0537_MARKER: DB = BENCH MARK DISK
 JZ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0537_STAMPING: D 1
 JZ0537_MARK LOGO: CGS
 JZ0537_PROJECTION: PROJECTING 38 CENTIMETERS
 JZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0537+STABILITY: SURFACE MOTION
 JZ0537
 JZ0537  HISTORY     - Date     Condition        Report By
 JZ0537  HISTORY     - 1917     MONUMENTED       CGS
 JZ0537  HISTORY     - 1947     GOOD             CGS
 JZ0537  HISTORY     - 1949     GOOD             CGS
 JZ0537  HISTORY     - 1986     GOOD             NGS
 JZ0537  HISTORY     - 20190915 GOOD             USPSQD
 JZ0537
 JZ0537                          STATION DESCRIPTION
 JZ0537
 JZ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0537'AT LAWRENCEBURG JUNCTION.
 JZ0537'AT LAWRENCEBURG JUNCTION, ON A HILL SIDE DIRECTLY ACROSS A
 JZ0537'NORTHEAST-SOUTHWEST BLACK TOP ROAD FROM THE NEW YORK CENTRAL
 JZ0537'RAILROAD STATION, 55 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ0537'ROAD, 42 FEET NORTH OF A FENCE CORNER POST, 69.5 FEET SOUTH OF
 JZ0537'THE SOUTH CORNER OF A RED BARN, ABOUT LEVEL WITH THE RAILROAD
 JZ0537'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES.
 JZ0537
 JZ0537                          STATION RECOVERY (1949)
 JZ0537
 JZ0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JZ0537'RECOVERED IN GOOD CONDITION.
 JZ0537
 JZ0537                          STATION RECOVERY (1986)
 JZ0537
 JZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0537'RECOVERED IN GOOD CONDITION.
 JZ0537
 JZ0537                          STATION RECOVERY (2019)
 JZ0537
 JZ0537'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0006 ***********************************************************************
 JA0006  DESIGNATION -  D 10
 JA0006  PID         -  JA0006
 JA0006  STATE/COUNTY-  IN/JACKSON
 JA0006  COUNTRY     -  US
 JA0006  USGS QUAD   -  BROWNSTOWN (2019)
 JA0006
 JA0006                         *CURRENT SURVEY CONTROL
 JA0006  ______________________________________________________________________
 JA0006* NAD 83(1986) POSITION- 38 53 05.     (N) 086 03 27.     (W)   SCALED
 JA0006* NAVD 88 ORTHO HEIGHT -   167.574 (meters)      549.78  (feet) ADJUSTED
 JA0006  ______________________________________________________________________
 JA0006  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 JA0006  DYNAMIC HEIGHT  -        167.468 (meters)      549.43  (feet) COMP
 JA0006  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JA0006
 JA0006  VERT ORDER      -  FIRST     CLASS II
 JA0006
 JA0006.The horizontal coordinates were scaled from a map and have
 JA0006.an estimated accuracy of +/- 6 seconds.
 JA0006
 JA0006.The orthometric height was determined by differential leveling and
 JA0006.adjusted by the NATIONAL GEODETIC SURVEY
 JA0006.in June 1991.
 JA0006
 JA0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0006.GEOID18 height accuracy estimate available here.
 JA0006
 JA0006.Click photographs - Photos may exist for this station.
 JA0006
 JA0006.The dynamic height is computed by dividing the NAVD 88
 JA0006.geopotential number by the normal gravity value computed on the
 JA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0006.degrees latitude (g = 980.6199 gals.).
 JA0006
 JA0006.The modeled gravity was interpolated from observed gravity values.
 JA0006
 JA0006;                    North         East    Units  Estimated Accuracy
 JA0006;SPC IN E     -   403,770.       66,090.      MT  (+/- 180 meters Scaled)
 JA0006
 JA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ817044(NAD 83)
 JA0006
 JA0006                          SUPERSEDED SURVEY CONTROL
 JA0006
 JA0006  NGVD 29 (??/??/92)  167.697  (m)          550.19   (f) ADJ UNCH    1 2
 JA0006
 JA0006.Superseded values are not recommended for survey control.
 JA0006
 JA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0006.See file dsdata.pdf to determine how the superseded data were derived.
 JA0006
 JA0006_MARKER: DB = BENCH MARK DISK
 JA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0006_STAMPING: 550.186 D 10 1930
 JA0006_MARK LOGO: CGS
 JA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0006+STABILITY: SURFACE MOTION
 JA0006
 JA0006  HISTORY     - Date     Condition        Report By
 JA0006  HISTORY     - 1930     MONUMENTED       CGS
 JA0006  HISTORY     - 1934     GOOD             CGS
 JA0006
 JA0006                          STATION DESCRIPTION
 JA0006
 JA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0006'AT BROWNSTOWN.
 JA0006'AT BROWNSTOWN, JACKSON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JA0006'75 YARDS WEST OF THE STATION, OPPOSITE THE KIEFFER PAPER MILLS,
 JA0006'58 FEET EAST OF THE SOUTHEAST CORNER OF A TOOLHOUSE, 39.6 FEET
 JA0006'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW
 JA0006'OF POLES, AND NEAR POLE 97/36.  A STANDARD DISK, STAMPED 550.186
 JA0006'D 10 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0006'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1748 ***********************************************************************
 LB1748  DESIGNATION -  D 100
 LB1748  PID         -  LB1748
 LB1748  STATE/COUNTY-  IN/WARREN
 LB1748  COUNTRY     -  US
 LB1748  USGS QUAD   -  WEST LEBANON (2019)
 LB1748
 LB1748                         *CURRENT SURVEY CONTROL
 LB1748  ______________________________________________________________________
 LB1748* NAD 83(1986) POSITION- 40 15 04.     (N) 087 24 54.     (W)   SCALED
 LB1748* NAVD 88 ORTHO HEIGHT -   199.533 (meters)      654.63  (feet) ADJUSTED
 LB1748  ______________________________________________________________________
 LB1748  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 LB1748  DYNAMIC HEIGHT  -        199.432 (meters)      654.30  (feet) COMP
 LB1748  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 LB1748
 LB1748  VERT ORDER      -  SECOND    CLASS 0
 LB1748
 LB1748.The horizontal coordinates were scaled from a map and have
 LB1748.an estimated accuracy of +/- 6 seconds.
 LB1748
 LB1748.The orthometric height was determined by differential leveling and
 LB1748.adjusted by the NATIONAL GEODETIC SURVEY
 LB1748.in June 1991.
 LB1748
 LB1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1748.GEOID18 height accuracy estimate available here.
 LB1748
 LB1748.Click photographs - Photos may exist for this station.
 LB1748
 LB1748.The dynamic height is computed by dividing the NAVD 88
 LB1748.geopotential number by the normal gravity value computed on the
 LB1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1748.degrees latitude (g = 980.6199 gals.).
 LB1748
 LB1748.The modeled gravity was interpolated from observed gravity values.
 LB1748
 LB1748;                    North         East    Units  Estimated Accuracy
 LB1748;SPC IN W     -   555,450.      871,780.      MT  (+/- 180 meters Scaled)
 LB1748
 LB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK647557(NAD 83)
 LB1748
 LB1748                          SUPERSEDED SURVEY CONTROL
 LB1748
 LB1748  NGVD 29 (??/??/92)  199.579  (m)          654.79   (f) ADJ UNCH    2 0
 LB1748
 LB1748.Superseded values are not recommended for survey control.
 LB1748
 LB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1748.See file dsdata.pdf to determine how the superseded data were derived.
 LB1748
 LB1748_MARKER: DB = BENCH MARK DISK
 LB1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1748_STAMPING: D 100 1946
 LB1748_MARK LOGO: CGS
 LB1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1748+STABILITY: SURFACE MOTION
 LB1748
 LB1748  HISTORY     - Date     Condition        Report By
 LB1748  HISTORY     - 1946     MONUMENTED       CGS
 LB1748
 LB1748                          STATION DESCRIPTION
 LB1748
 LB1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1748'2.8 MI SW FROM WEST LEBANON.
 LB1748'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1748'AT WEST LEBANON, THENCE ABOUT 1.85 MILES WEST ALONG A BLACK TOP
 LB1748'ROAD LEADING TO MARSHFIELD, ABOUT 0.2 MILE SOUTHWEST OF A
 LB1748'NARROW STEEL BRIDGE OVER REDWOOD CREEK, ABOUT 0.1 MILE SOUTHWEST
 LB1748'OF A LARGE FARM HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, 36 FEET
 LB1748'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTHEAST OF A
 LB1748'TWIN ELM TREE, 12 FEET SOUTH OF A FENCE CORNER POST, 1.8 FOOT
 LB1748'WEST OF THE FENCE LINE, AND ABOUT 1 FOOT ABOVE THE CENTER LINE
 LB1748'OF THE ROAD.  THIS MARK MAY BE REACHED FROM THE WABASH RAILROAD
 LB1748'CROSSING AT MARSHFIELD BY GOING ABOUT 2.0 MILES EAST ALONG A
 LB1748'BLACK TOP ROAD LEADING TO STATE HIGHWAY 63.  A STANDARD DISK,
 LB1748'STAMPED D 100 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1748'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0952 ***********************************************************************
 KA0952  DESIGNATION -  D 101
 KA0952  PID         -  KA0952
 KA0952  STATE/COUNTY-  IN/PARKE
 KA0952  COUNTRY     -  US
 KA0952  USGS QUAD   -  ROCKVILLE (2019)
 KA0952
 KA0952                         *CURRENT SURVEY CONTROL
 KA0952  ______________________________________________________________________
 KA0952* NAD 83(1986) POSITION- 39 47 05.     (N) 087 14 10.     (W)   SCALED
 KA0952* NAVD 88 ORTHO HEIGHT -   209.334 (meters)      686.79  (feet) ADJUSTED
 KA0952  ______________________________________________________________________
 KA0952  GEOID HEIGHT    -        -33.166 (meters)                     GEOID18
 KA0952  DYNAMIC HEIGHT  -        209.215 (meters)      686.40  (feet) COMP
 KA0952  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 KA0952
 KA0952  VERT ORDER      -  SECOND    CLASS 0
 KA0952
 KA0952.The horizontal coordinates were scaled from a map and have
 KA0952.an estimated accuracy of +/- 6 seconds.
 KA0952
 KA0952.The orthometric height was determined by differential leveling and
 KA0952.adjusted by the NATIONAL GEODETIC SURVEY
 KA0952.in June 1991.
 KA0952
 KA0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0952.GEOID18 height accuracy estimate available here.
 KA0952
 KA0952.Click photographs - Photos may exist for this station.
 KA0952
 KA0952.The dynamic height is computed by dividing the NAVD 88
 KA0952.geopotential number by the normal gravity value computed on the
 KA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0952.degrees latitude (g = 980.6199 gals.).
 KA0952
 KA0952.The modeled gravity was interpolated from observed gravity values.
 KA0952
 KA0952;                    North         East    Units  Estimated Accuracy
 KA0952;SPC IN W     -   503,630.      886,910.      MT  (+/- 180 meters Scaled)
 KA0952
 KA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797038(NAD 83)
 KA0952
 KA0952                          SUPERSEDED SURVEY CONTROL
 KA0952
 KA0952  NGVD 29 (??/??/92)  209.428  (m)          687.10   (f) ADJ UNCH    2 0
 KA0952
 KA0952.Superseded values are not recommended for survey control.
 KA0952
 KA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0952.See file dsdata.pdf to determine how the superseded data were derived.
 KA0952
 KA0952_MARKER: DB = BENCH MARK DISK
 KA0952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0952_SP_SET: CULVERT HEADWALL
 KA0952_STAMPING: D 101 1946
 KA0952_MARK LOGO: CGS
 KA0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0952+STABILITY: SURFACE MOTION
 KA0952
 KA0952  HISTORY     - Date     Condition        Report By
 KA0952  HISTORY     - 1946     MONUMENTED       CGS
 KA0952
 KA0952                          STATION DESCRIPTION
 KA0952
 KA0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0952'1.8 MI N FROM ROCKVILLE.
 KA0952'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0952'AT ROCKVILLE, THENCE ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY
 KA0952'41, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 KA0952'4 FOOT CONCRETE CULVERT DRAINING A LAKE, 25 FEET WEST OF AND
 KA0952'ABOUT 4.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KA0952'DISK, STAMPED D 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1020 ***********************************************************************
 KA1020  DESIGNATION -  D 102
 KA1020  PID         -  KA1020
 KA1020  STATE/COUNTY-  IN/PARKE
 KA1020  COUNTRY     -  US
 KA1020  USGS QUAD   -  MONTEZUMA (2019)
 KA1020
 KA1020                         *CURRENT SURVEY CONTROL
 KA1020  ______________________________________________________________________
 KA1020* NAD 83(1986) POSITION- 39 48 14.     (N) 087 19 23.     (W)   SCALED
 KA1020* NAVD 88 ORTHO HEIGHT -   167.932 (meters)      550.96  (feet) ADJUSTED
 KA1020  ______________________________________________________________________
 KA1020  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 KA1020  DYNAMIC HEIGHT  -        167.838 (meters)      550.65  (feet) COMP
 KA1020  MODELED GRAVITY -    980,065.7   (mgal)                       NAVD 88
 KA1020
 KA1020  VERT ORDER      -  SECOND    CLASS 0
 KA1020
 KA1020.The horizontal coordinates were scaled from a map and have
 KA1020.an estimated accuracy of +/- 6 seconds.
 KA1020
 KA1020.The orthometric height was determined by differential leveling and
 KA1020.adjusted by the NATIONAL GEODETIC SURVEY
 KA1020.in June 1991.
 KA1020
 KA1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1020.GEOID18 height accuracy estimate available here.
 KA1020
 KA1020.Click photographs - Photos may exist for this station.
 KA1020
 KA1020.The dynamic height is computed by dividing the NAVD 88
 KA1020.geopotential number by the normal gravity value computed on the
 KA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1020.degrees latitude (g = 980.6199 gals.).
 KA1020
 KA1020.The modeled gravity was interpolated from observed gravity values.
 KA1020
 KA1020;                    North         East    Units  Estimated Accuracy
 KA1020;SPC IN W     -   505,770.      879,470.      MT  (+/- 180 meters Scaled)
 KA1020
 KA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK723060(NAD 83)
 KA1020
 KA1020                          SUPERSEDED SURVEY CONTROL
 KA1020
 KA1020  NGVD 29 (??/??/92)  168.029  (m)          551.28   (f) ADJ UNCH    2 0
 KA1020
 KA1020.Superseded values are not recommended for survey control.
 KA1020
 KA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1020.See file dsdata.pdf to determine how the superseded data were derived.
 KA1020
 KA1020_MARKER: DB = BENCH MARK DISK
 KA1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1020_STAMPING: D 102 1946
 KA1020_MARK LOGO: CGS
 KA1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1020+STABILITY: SURFACE MOTION
 KA1020
 KA1020  HISTORY     - Date     Condition        Report By
 KA1020  HISTORY     - 1946     MONUMENTED       CGS
 KA1020
 KA1020                          STATION DESCRIPTION
 KA1020
 KA1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1020'4.3 MI SW FROM BLOOMINGDALE.
 KA1020'ABOUT 4.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KA1020'FROM THE STATION AT BLOOMINGDALE, AT A PRIVATE ROAD CROSSING, 0.6
 KA1020'MILE NORTHEAST OF THE STEEL BRIDGE OVER LEATHERWOOD CREEK, 98
 KA1020'FEET NORTHEAST OF THE CENTER LINE OF THE CROSSING, 34 FEET EAST
 KA1020'OF THE CENTER LINE OF A PRIVATE ROAD, 30 FEET NORTHWEST OF THE
 KA1020'CENTER LINE OF THE TRACK, 4 FEET SOUTHWEST OF POLE NO. 188/32,
 KA1020'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 KA1020'FOOT ABOVE THE TRACK LEVEL.  A STANDARD DISK, STAMPED D 102 1946
 KA1020'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1020'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1001 ***********************************************************************
 KA1001  DESIGNATION -  D 103
 KA1001  PID         -  KA1001
 KA1001  STATE/COUNTY-  IN/FOUNTAIN
 KA1001  COUNTRY     -  US
 KA1001  USGS QUAD   -  ALAMO (2019)
 KA1001
 KA1001                         *CURRENT SURVEY CONTROL
 KA1001  ______________________________________________________________________
 KA1001* NAD 83(1986) POSITION- 39 58 02.8    (N) 087 07 28.1    (W)   HD_HELD2
 KA1001* NAVD 88 ORTHO HEIGHT -   219.334 (meters)      719.60  (feet) ADJUSTED
 KA1001  ______________________________________________________________________
 KA1001  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 KA1001  DYNAMIC HEIGHT  -        219.215 (meters)      719.21  (feet) COMP
 KA1001  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 KA1001
 KA1001  VERT ORDER      -  SECOND    CLASS 0
 KA1001
 KA1001.The horizontal coordinates were established by autonomous hand held GPS
 KA1001.observations and have an estimated accuracy of +/- 10 meters.
 KA1001
 KA1001.The orthometric height was determined by differential leveling and
 KA1001.adjusted by the NATIONAL GEODETIC SURVEY
 KA1001.in June 1991.
 KA1001
 KA1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1001.GEOID18 height accuracy estimate available here.
 KA1001
 KA1001.Click photographs - Photos may exist for this station.
 KA1001
 KA1001.The dynamic height is computed by dividing the NAVD 88
 KA1001.geopotential number by the normal gravity value computed on the
 KA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1001.degrees latitude (g = 980.6199 gals.).
 KA1001
 KA1001.The modeled gravity was interpolated from observed gravity values.
 KA1001
 KA1001;                    North         East    Units  Estimated Accuracy
 KA1001;SPC IN W     -   523,904.      896,485.      MT  (+/- 10 meters HH2 GPS)
 KA1001
 KA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8937024151(NAD 83)
 KA1001
 KA1001                          SUPERSEDED SURVEY CONTROL
 KA1001
 KA1001  NGVD 29 (??/??/92)  219.413  (m)          719.86   (f) ADJ UNCH    2 0
 KA1001
 KA1001.Superseded values are not recommended for survey control.
 KA1001
 KA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1001.See file dsdata.pdf to determine how the superseded data were derived.
 KA1001
 KA1001_MARKER: DB = BENCH MARK DISK
 KA1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1001_SP_SET: BRIDGE
 KA1001_STAMPING: D 103 1946
 KA1001_MARK LOGO: CGS
 KA1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1001
 KA1001  HISTORY     - Date     Condition        Report By
 KA1001  HISTORY     - 1946     MONUMENTED       CGS
 KA1001  HISTORY     - 20090713 GOOD             INDOT
 KA1001
 KA1001                          STATION DESCRIPTION
 KA1001
 KA1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1001'8.3 MI E FROM KINGMAN.
 KA1001'ABOUT 8.3 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA1001'AT KINGMAN, 1.2 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 341,
 KA1001'ABOUT 110 YARDS EAST OF THE JUNCTION OF A ROAD LEADING NORTH,
 KA1001'ABOUT 100 YARDS WEST OF THE JUNCTION OF A ROAD LEADING SOUTH,
 KA1001'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 10
 KA1001'FOOT CONCRETE BRIDGE, 11 FEET SOUTH OF THE CENTER LINE OF THE
 KA1001'HIGHWAY AND ABOUT 2.5 FEET ABOVE THE BRIDGE FLOOR.  A STANDARD
 KA1001'DISK, STAMPED D 103 1946.
 KA1001
 KA1001                          STATION RECOVERY (2009)
 KA1001
 KA1001'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 KA1001'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1758 ***********************************************************************
 LB1758  DESIGNATION -  D 104
 LB1758  PID         -  LB1758
 LB1758  STATE/COUNTY-  IN/FOUNTAIN
 LB1758  COUNTRY     -  US
 LB1758  USGS QUAD   -  PERRYSVILLE (2019)
 LB1758
 LB1758                         *CURRENT SURVEY CONTROL
 LB1758  ______________________________________________________________________
 LB1758* NAD 83(1986) POSITION- 40 05 09.     (N) 087 22 34.     (W)   SCALED
 LB1758* NAVD 88 ORTHO HEIGHT -   189.745 (meters)      622.52  (feet) ADJUSTED
 LB1758  ______________________________________________________________________
 LB1758  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 LB1758  DYNAMIC HEIGHT  -        189.647 (meters)      622.20  (feet) COMP
 LB1758  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 LB1758
 LB1758  VERT ORDER      -  SECOND    CLASS 0
 LB1758
 LB1758.The horizontal coordinates were scaled from a map and have
 LB1758.an estimated accuracy of +/- 6 seconds.
 LB1758
 LB1758.The orthometric height was determined by differential leveling and
 LB1758.adjusted by the NATIONAL GEODETIC SURVEY
 LB1758.in June 1991.
 LB1758
 LB1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1758.GEOID18 height accuracy estimate available here.
 LB1758
 LB1758.Click photographs - Photos may exist for this station.
 LB1758
 LB1758.The dynamic height is computed by dividing the NAVD 88
 LB1758.geopotential number by the normal gravity value computed on the
 LB1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1758.degrees latitude (g = 980.6199 gals.).
 LB1758
 LB1758.The modeled gravity was interpolated from observed gravity values.
 LB1758
 LB1758;                    North         East    Units  Estimated Accuracy
 LB1758;SPC IN W     -   537,090.      875,030.      MT  (+/- 180 meters Scaled)
 LB1758
 LB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679373(NAD 83)
 LB1758
 LB1758                          SUPERSEDED SURVEY CONTROL
 LB1758
 LB1758  NGVD 29 (??/??/92)  189.803  (m)          622.71   (f) ADJ UNCH    2 0
 LB1758
 LB1758.Superseded values are not recommended for survey control.
 LB1758
 LB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1758.See file dsdata.pdf to determine how the superseded data were derived.
 LB1758
 LB1758_MARKER: DB = BENCH MARK DISK
 LB1758_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1758_SP_SET: CULVERT HEADWALL
 LB1758_STAMPING: D 104 1946
 LB1758_MARK LOGO: CGS
 LB1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1758+STABILITY: SURFACE MOTION
 LB1758
 LB1758  HISTORY     - Date     Condition        Report By
 LB1758  HISTORY     - 1946     MONUMENTED       CGS
 LB1758
 LB1758                          STATION DESCRIPTION
 LB1758
 LB1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1758'4.2 MI S FROM COVINGTON.
 LB1758'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1758'AT COVINGTON, THENCE ABOUT 3.75 MILES SOUTH ALONG A BLACK TOP
 LB1758'ROAD, 0.25 MILE NORTH OF THE WABASH CHAPEL, SET IN THE TOP OF THE
 LB1758'CENTER OF THE EAST HEAD WALL OF A 4.5 FOOT CONCRETE CULVERT,
 LB1758'15.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LB1758'ROAD.  A STANDARD DISK, STAMPED D 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1362 ***********************************************************************
 ME1362  DESIGNATION -  D 105
 ME1362  PID         -  ME1362
 ME1362  STATE/COUNTY-  IN/LAKE
 ME1362  COUNTRY     -  US
 ME1362  USGS QUAD   -  SHELBY (2019)
 ME1362
 ME1362                         *CURRENT SURVEY CONTROL
 ME1362  ______________________________________________________________________
 ME1362* NAD 83(1986) POSITION- 41 10 57.     (N) 087 20 25.     (W)   SCALED
 ME1362* NAVD 88 ORTHO HEIGHT -   196.065 (meters)      643.26  (feet) ADJUSTED
 ME1362  ______________________________________________________________________
 ME1362  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 ME1362  DYNAMIC HEIGHT  -        195.982 (meters)      642.98  (feet) COMP
 ME1362  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 ME1362
 ME1362  VERT ORDER      -  SECOND    CLASS 0
 ME1362
 ME1362.The horizontal coordinates were scaled from a map and have
 ME1362.an estimated accuracy of +/- 6 seconds.
 ME1362
 ME1362.The orthometric height was determined by differential leveling and
 ME1362.adjusted by the NATIONAL GEODETIC SURVEY
 ME1362.in June 1991.
 ME1362
 ME1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1362.GEOID18 height accuracy estimate available here.
 ME1362
 ME1362.Click photographs - Photos may exist for this station.
 ME1362
 ME1362.The dynamic height is computed by dividing the NAVD 88
 ME1362.geopotential number by the normal gravity value computed on the
 ME1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1362.degrees latitude (g = 980.6199 gals.).
 ME1362
 ME1362.The modeled gravity was interpolated from observed gravity values.
 ME1362
 ME1362;                    North         East    Units  Estimated Accuracy
 ME1362;SPC IN W     -   658,860.      878,440.      MT  (+/- 180 meters Scaled)
 ME1362
 ME1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL714590(NAD 83)
 ME1362
 ME1362                          SUPERSEDED SURVEY CONTROL
 ME1362
 ME1362  NGVD 29 (??/??/92)  196.152  (m)          643.54   (f) ADJ UNCH    2 0
 ME1362
 ME1362.Superseded values are not recommended for survey control.
 ME1362
 ME1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1362.See file dsdata.pdf to determine how the superseded data were derived.
 ME1362
 ME1362_MARKER: DB = BENCH MARK DISK
 ME1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1362_SP_SET: ABUTMENT
 ME1362_STAMPING: D 105 1946
 ME1362_MARK LOGO: CGS
 ME1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1362
 ME1362  HISTORY     - Date     Condition        Report By
 ME1362  HISTORY     - 1946     MONUMENTED       CGS
 ME1362  HISTORY     - 1981     GOOD             INDNR
 ME1362
 ME1362                          STATION DESCRIPTION
 ME1362
 ME1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1362'0.8 MI SE FROM SHELBY.
 ME1362'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE NEW
 ME1362'YORK CENTRAL RAILROAD STATION AT SHELBY, SET IN THE TOP OF THE
 ME1362'WEST END OF THE NORTH ABUTMENT OF THE WESTERN ONE OF TWO STEEL
 ME1362'BRIDGES OVER THE KANKAKEE RIVER, 11 FEET WEST OF THE CENTER LINE
 ME1362'OF THE WEST LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE
 ME1362'FLOOR.
 ME1362
 ME1362                          STATION RECOVERY (1981)
 ME1362
 ME1362'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME1362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1412 ***********************************************************************
 ME1412  DESIGNATION -  D 106
 ME1412  PID         -  ME1412
 ME1412  STATE/COUNTY-  IN/NEWTON
 ME1412  COUNTRY     -  US
 ME1412  USGS QUAD   -  FAIR OAKS (2019)
 ME1412
 ME1412                         *CURRENT SURVEY CONTROL
 ME1412  ______________________________________________________________________
 ME1412* NAD 83(1986) POSITION- 41 00 46.     (N) 087 17 08.     (W)   SCALED
 ME1412* NAVD 88 ORTHO HEIGHT -   205.617 (meters)      674.60  (feet) ADJUSTED
 ME1412  ______________________________________________________________________
 ME1412  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 ME1412  DYNAMIC HEIGHT  -        205.528 (meters)      674.30  (feet) COMP
 ME1412  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 ME1412
 ME1412  VERT ORDER      -  SECOND    CLASS 0
 ME1412
 ME1412.The horizontal coordinates were scaled from a map and have
 ME1412.an estimated accuracy of +/- 6 seconds.
 ME1412
 ME1412.The orthometric height was determined by differential leveling and
 ME1412.adjusted by the NATIONAL GEODETIC SURVEY
 ME1412.in June 1991.
 ME1412
 ME1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1412.GEOID18 height accuracy estimate available here.
 ME1412
 ME1412.Click photographs - Photos may exist for this station.
 ME1412
 ME1412.The dynamic height is computed by dividing the NAVD 88
 ME1412.geopotential number by the normal gravity value computed on the
 ME1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1412.degrees latitude (g = 980.6199 gals.).
 ME1412
 ME1412.The modeled gravity was interpolated from observed gravity values.
 ME1412
 ME1412;                    North         East    Units  Estimated Accuracy
 ME1412;SPC IN W     -   640,000.      882,990.      MT  (+/- 180 meters Scaled)
 ME1412
 ME1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL759402(NAD 83)
 ME1412
 ME1412                          SUPERSEDED SURVEY CONTROL
 ME1412
 ME1412  NGVD 29 (??/??/92)  205.698  (m)          674.86   (f) ADJ UNCH    2 0
 ME1412
 ME1412.Superseded values are not recommended for survey control.
 ME1412
 ME1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1412.See file dsdata.pdf to determine how the superseded data were derived.
 ME1412
 ME1412_MARKER: DB = BENCH MARK DISK
 ME1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1412_SP_SET: CULVERT HEADWALL
 ME1412_STAMPING: D 106 1946
 ME1412_MARK LOGO: CGS
 ME1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1412+STABILITY: SURFACE MOTION
 ME1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1412+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 ME1412
 ME1412  HISTORY     - Date     Condition        Report By
 ME1412  HISTORY     - 1946     MONUMENTED       CGS
 ME1412  HISTORY     - 20061219 GOOD             BFSINC
 ME1412  HISTORY     - 20081011 GOOD             GEOCAC
 ME1412
 ME1412                          STATION DESCRIPTION
 ME1412
 ME1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1412'4.5 MI W FROM PARR.
 ME1412'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME1412'AND CROSS ROADS AT PARR, 0.5 MILE WEST OF THE JASPER-NEWTON
 ME1412'COUNTY LINE, AT THE JUNCTION WITH A DIRT ROAD LEADING SOUTH, 47
 ME1412'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF
 ME1412'THE CENTER LINE OF THE DIRT ROAD, SET IN THE TOP OF THE SOUTH
 ME1412'END OF THE WEST CONCRETE HEADWALL OF A 20-INCH PIPE CULVERT,
 ME1412'AND ABOUT LEVEL WITH THE HIGHWAY.
 ME1412
 ME1412                          STATION RECOVERY (2006)
 ME1412
 ME1412'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 ME1412'RECOVERED IN GOOD CONDITION.
 ME1412
 ME1412                          STATION RECOVERY (2008)
 ME1412
 ME1412'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1339 ***********************************************************************
 LB1339  DESIGNATION -  D 108
 LB1339  PID         -  LB1339
 LB1339  STATE/COUNTY-  IN/JASPER
 LB1339  COUNTRY     -  US
 LB1339  USGS QUAD   -  REMINGTON (2019)
 LB1339
 LB1339                         *CURRENT SURVEY CONTROL
 LB1339  ______________________________________________________________________
 LB1339* NAD 83(1986) POSITION- 40 48 40.     (N) 087 09 13.     (W)   SCALED
 LB1339* NAVD 88 ORTHO HEIGHT -   210.471 (meters)      690.52  (feet) ADJUSTED
 LB1339  ______________________________________________________________________
 LB1339  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 LB1339  DYNAMIC HEIGHT  -        210.377 (meters)      690.21  (feet) COMP
 LB1339  MODELED GRAVITY -    980,170.7   (mgal)                       NAVD 88
 LB1339
 LB1339  VERT ORDER      -  SECOND    CLASS 0
 LB1339
 LB1339.The horizontal coordinates were scaled from a map and have
 LB1339.an estimated accuracy of +/- 6 seconds.
 LB1339
 LB1339.The orthometric height was determined by differential leveling and
 LB1339.adjusted by the NATIONAL GEODETIC SURVEY
 LB1339.in June 1991.
 LB1339
 LB1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1339.GEOID18 height accuracy estimate available here.
 LB1339
 LB1339.Click photographs - Photos may exist for this station.
 LB1339
 LB1339.The dynamic height is computed by dividing the NAVD 88
 LB1339.geopotential number by the normal gravity value computed on the
 LB1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1339.degrees latitude (g = 980.6199 gals.).
 LB1339
 LB1339.The modeled gravity was interpolated from observed gravity values.
 LB1339
 LB1339;                    North         East    Units  Estimated Accuracy
 LB1339;SPC IN W     -   617,590.      894,070.      MT  (+/- 180 meters Scaled)
 LB1339
 LB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870178(NAD 83)
 LB1339
 LB1339                          SUPERSEDED SURVEY CONTROL
 LB1339
 LB1339  NGVD 29 (??/??/92)  210.552  (m)          690.79   (f) ADJ UNCH    2 0
 LB1339
 LB1339.Superseded values are not recommended for survey control.
 LB1339
 LB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1339.See file dsdata.pdf to determine how the superseded data were derived.
 LB1339
 LB1339_MARKER: DB = BENCH MARK DISK
 LB1339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1339_SP_SET: CULVERT HEADWALL
 LB1339_STAMPING: D 108 1946
 LB1339_MARK LOGO: CGS
 LB1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1339+STABILITY: SURFACE MOTION
 LB1339
 LB1339  HISTORY     - Date     Condition        Report By
 LB1339  HISTORY     - 1946     MONUMENTED       CGS
 LB1339  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1339  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1339  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1339
 LB1339                          STATION DESCRIPTION
 LB1339
 LB1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1339'3.1 MI N FROM REMINGTON.
 LB1339'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 LB1339'WITH U.S. HIGHWAY 24, 0.1 MILE NORTH OF A CROSS ROAD, IN THE TOP
 LB1339'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 14-INCH
 LB1339'PIPE CULVERT, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LB1339'AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1339
 LB1339                          STATION RECOVERY (2007)
 LB1339
 LB1339'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1339'NO CULVERT IN AREA
 LB1339
 LB1339                          STATION RECOVERY (2008)
 LB1339
 LB1339'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1339'NO CULVERT FOUND.  CHECKED OTHERS IN AREA AS WELL.
 LB1339
 LB1339                          STATION RECOVERY (2012)
 LB1339
 LB1339'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1368 ***********************************************************************
 LB1368  DESIGNATION -  D 109
 LB1368  PID         -  LB1368
 LB1368  STATE/COUNTY-  IN/JASPER
 LB1368  COUNTRY     -  US
 LB1368  USGS QUAD   -  WOLCOTT (2019)
 LB1368
 LB1368                         *CURRENT SURVEY CONTROL
 LB1368  ______________________________________________________________________
 LB1368* NAD 83(1986) POSITION- 40 50 31.     (N) 087 00 19.     (W)   SCALED
 LB1368* NAVD 88 ORTHO HEIGHT -   207.271 (meters)      680.02  (feet) ADJUSTED
 LB1368  ______________________________________________________________________
 LB1368  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 LB1368  DYNAMIC HEIGHT  -        207.177 (meters)      679.71  (feet) COMP
 LB1368  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 LB1368
 LB1368  VERT ORDER      -  SECOND    CLASS 0
 LB1368
 LB1368.The horizontal coordinates were scaled from a map and have
 LB1368.an estimated accuracy of +/- 6 seconds.
 LB1368
 LB1368.The orthometric height was determined by differential leveling and
 LB1368.adjusted by the NATIONAL GEODETIC SURVEY
 LB1368.in June 1991.
 LB1368
 LB1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1368.GEOID18 height accuracy estimate available here.
 LB1368
 LB1368.Click photographs - Photos may exist for this station.
 LB1368
 LB1368.The dynamic height is computed by dividing the NAVD 88
 LB1368.geopotential number by the normal gravity value computed on the
 LB1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1368.degrees latitude (g = 980.6199 gals.).
 LB1368
 LB1368.The modeled gravity was interpolated from observed gravity values.
 LB1368
 LB1368;                    North         East    Units  Estimated Accuracy
 LB1368;SPC IN W     -   621,010.      906,580.      MT  (+/- 180 meters Scaled)
 LB1368
 LB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995212(NAD 83)
 LB1368
 LB1368                          SUPERSEDED SURVEY CONTROL
 LB1368
 LB1368  NGVD 29 (??/??/92)  207.359  (m)          680.31   (f) ADJ UNCH    2 0
 LB1368
 LB1368.Superseded values are not recommended for survey control.
 LB1368
 LB1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1368.See file dsdata.pdf to determine how the superseded data were derived.
 LB1368
 LB1368_MARKER: DB = BENCH MARK DISK
 LB1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1368_SP_SET: BRIDGE ABUTMENT
 LB1368_STAMPING: D 109 1946
 LB1368_MARK LOGO: CGS
 LB1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1368
 LB1368  HISTORY     - Date     Condition        Report By
 LB1368  HISTORY     - 1946     MONUMENTED       CGS
 LB1368  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1368
 LB1368                          STATION DESCRIPTION
 LB1368
 LB1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1368'7.9 MI NE FROM WOLCOTT.
 LB1368'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1368'STATION AT WOLCOTT, THENCE 5.9 MILES NORTH ALONG A DIRT AND
 LB1368'GRAVEL ROAD, ABOUT 0.3 MILE NORTH OF THE WHITE-JASPER COUNTY LINE
 LB1368'AND THE JUNCTION WITH A ROAD LEADING WEST, SET IN THE TOP OF THE
 LB1368'EAST END OF THE NORTH CONCRETE ABUTMENT OF A 40-FOOT STEEL BRIDGE
 LB1368'OVER A DRAINAGE DITCH, 8 FEET EAST OF THE CENTER LINE OF THE
 LB1368'ROAD, 1 FOOT BELOW THE LEVEL OF THE BRIDGE FLOOR.
 LB1368
 LB1368                          STATION RECOVERY (2012)
 LB1368
 LB1368'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0727 ***********************************************************************
 JA0727  DESIGNATION -  D 11
 JA0727  PID         -  JA0727
 JA0727  STATE/COUNTY-  IN/MARTIN
 JA0727  COUNTRY     -  US
 JA0727  USGS QUAD   -  LOOGOOTEE (2019)
 JA0727
 JA0727                         *CURRENT SURVEY CONTROL
 JA0727  ______________________________________________________________________
 JA0727* NAD 83(1986) POSITION- 38 40 32.     (N) 086 55 00.     (W)   SCALED
 JA0727* NAVD 88 ORTHO HEIGHT -   163.405 (meters)      536.10  (feet) ADJUSTED
 JA0727  ______________________________________________________________________
 JA0727  GEOID HEIGHT    -        -32.686 (meters)                     GEOID18
 JA0727  DYNAMIC HEIGHT  -        163.300 (meters)      535.76  (feet) COMP
 JA0727  MODELED GRAVITY -    979,984.0   (mgal)                       NAVD 88
 JA0727
 JA0727  VERT ORDER      -  FIRST     CLASS II
 JA0727
 JA0727.The horizontal coordinates were scaled from a map and have
 JA0727.an estimated accuracy of +/- 6 seconds.
 JA0727
 JA0727.The orthometric height was determined by differential leveling and
 JA0727.adjusted by the NATIONAL GEODETIC SURVEY
 JA0727.in June 1991.
 JA0727
 JA0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0727.GEOID18 height accuracy estimate available here.
 JA0727
 JA0727.Click photographs - Photos may exist for this station.
 JA0727
 JA0727.The dynamic height is computed by dividing the NAVD 88
 JA0727.geopotential number by the normal gravity value computed on the
 JA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0727.degrees latitude (g = 980.6199 gals.).
 JA0727
 JA0727.The modeled gravity was interpolated from observed gravity values.
 JA0727
 JA0727;                    North         East    Units  Estimated Accuracy
 JA0727;SPC IN W     -   380,490.      914,500.      MT  (+/- 180 meters Scaled)
 JA0727
 JA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH072807(NAD 83)
 JA0727
 JA0727                          SUPERSEDED SURVEY CONTROL
 JA0727
 JA0727  NGVD 29 (??/??/92)  163.534  (m)          536.53   (f) ADJ UNCH    1 2
 JA0727
 JA0727.Superseded values are not recommended for survey control.
 JA0727
 JA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0727.See file dsdata.pdf to determine how the superseded data were derived.
 JA0727
 JA0727_MARKER: DB = BENCH MARK DISK
 JA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0727_STAMPING: D 11 1930 536.528
 JA0727_MARK LOGO: CGS
 JA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0727+STABILITY: SURFACE MOTION
 JA0727
 JA0727  HISTORY     - Date     Condition        Report By
 JA0727  HISTORY     - 1930     MONUMENTED       CGS
 JA0727  HISTORY     - 1965     GOOD             CGS
 JA0727  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0727
 JA0727                          STATION DESCRIPTION
 JA0727
 JA0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0727'NEAR LOOGOOTEE.
 JA0727'ABOUT 0.05 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0727'THE STATION AT LOOGOOTEE, IN SECTION 24, T 3 N, R 5 W, 2 POLES
 JA0727'EAST OF MILEPOST 155-30, 8 1/2 RAILS WEST OF THE WEST END OF THE
 JA0727'STATION, 33 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JA0727'18 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, ABOUT LEVEL WITH
 JA0727'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0727'INCHES.
 JA0727
 JA0727                          STATION RECOVERY (2022)
 JA0727
 JA0727'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1361 ***********************************************************************
 LB1361  DESIGNATION -  D 110
 LB1361  PID         -  LB1361
 LB1361  STATE/COUNTY-  IN/JASPER
 LB1361  COUNTRY     -  US
 LB1361  USGS QUAD   -  MCCOYSBURG (2019)
 LB1361
 LB1361                         *CURRENT SURVEY CONTROL
 LB1361  ______________________________________________________________________
 LB1361* NAD 83(1986) POSITION- 40 59 50.     (N) 087 01 01.     (W)   SCALED
 LB1361* NAVD 88 ORTHO HEIGHT -   214.013 (meters)      702.14  (feet) ADJUSTED
 LB1361  ______________________________________________________________________
 LB1361  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 LB1361  DYNAMIC HEIGHT  -        213.920 (meters)      701.84  (feet) COMP
 LB1361  MODELED GRAVITY -    980,183.0   (mgal)                       NAVD 88
 LB1361
 LB1361  VERT ORDER      -  SECOND    CLASS 0
 LB1361
 LB1361.The horizontal coordinates were scaled from a map and have
 LB1361.an estimated accuracy of +/- 6 seconds.
 LB1361
 LB1361.The orthometric height was determined by differential leveling and
 LB1361.adjusted by the NATIONAL GEODETIC SURVEY
 LB1361.in June 1991.
 LB1361
 LB1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1361.GEOID18 height accuracy estimate available here.
 LB1361
 LB1361.Click photographs - Photos may exist for this station.
 LB1361
 LB1361.The dynamic height is computed by dividing the NAVD 88
 LB1361.geopotential number by the normal gravity value computed on the
 LB1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1361.degrees latitude (g = 980.6199 gals.).
 LB1361
 LB1361.The modeled gravity was interpolated from observed gravity values.
 LB1361
 LB1361;                    North         East    Units  Estimated Accuracy
 LB1361;SPC IN W     -   638,250.      905,590.      MT  (+/- 180 meters Scaled)
 LB1361
 LB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL985384(NAD 83)
 LB1361
 LB1361                          SUPERSEDED SURVEY CONTROL
 LB1361
 LB1361  NGVD 29 (??/??/92)  214.105  (m)          702.44   (f) ADJ UNCH    2 0
 LB1361
 LB1361.Superseded values are not recommended for survey control.
 LB1361
 LB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1361.See file dsdata.pdf to determine how the superseded data were derived.
 LB1361
 LB1361_MARKER: DB = BENCH MARK DISK
 LB1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1361_STAMPING: D 110 1946
 LB1361_MARK LOGO: CGS
 LB1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1361+STABILITY: SURFACE MOTION
 LB1361
 LB1361  HISTORY     - Date     Condition        Report By
 LB1361  HISTORY     - 1946     MONUMENTED       CGS
 LB1361  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1361
 LB1361                          STATION DESCRIPTION
 LB1361
 LB1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1361'0.6 MI NE FROM MOODY.
 LB1361'ABOUT 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.4 MILE NORTH
 LB1361'ALONG THE MOODY-NEWLAND ROAD FROM THE VILLAGE OF MOODY, 0.4
 LB1361'MILE NORTH OF A POWER TRANSFORMER SUBSTATION, AT A 2-STORY FARM
 LB1361'HOUSE, 41.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 LB1361'23 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTHWEST
 LB1361'OF THE SOUTHWEST CORNER OF THE YARD FENCE, 1 FOOT WEST OF THE
 LB1361'EAST RIGHT-OF-WAY FENCE LINE, 2 FEET ABOVE ROAD LEVEL AND SET
 LB1361'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.  THIS
 LB1361'MARK IS ABOUT 4.1 MILES SOUTH ALONG THE MOODY-NEWLAND ROAD FROM
 LB1361'THE CROSS RAODS AT NEWLAND.
 LB1361
 LB1361                          STATION RECOVERY (2012)
 LB1361
 LB1361'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0807 ***********************************************************************
 KA0807  DESIGNATION -  D 111
 KA0807  PID         -  KA0807
 KA0807  STATE/COUNTY-  IN/BOONE
 KA0807  COUNTRY     -  US
 KA0807  USGS QUAD   -  NEW ROSS (2019)
 KA0807
 KA0807                         *CURRENT SURVEY CONTROL
 KA0807  ______________________________________________________________________
 KA0807* NAD 83(1986) POSITION- 39 55 34.7    (N) 086 37 35.2    (W)   HD_HELD2
 KA0807* NAVD 88 ORTHO HEIGHT -   288.192 (meters)      945.51  (feet) ADJUSTED
 KA0807  ______________________________________________________________________
 KA0807  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 KA0807  DYNAMIC HEIGHT  -        288.035 (meters)      944.99  (feet) COMP
 KA0807  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 KA0807
 KA0807  VERT ORDER      -  SECOND    CLASS 0
 KA0807
 KA0807.The horizontal coordinates were established by autonomous hand held GPS
 KA0807.observations and have an estimated accuracy of +/- 10 meters.
 KA0807
 KA0807.The orthometric height was determined by differential leveling and
 KA0807.adjusted by the NATIONAL GEODETIC SURVEY
 KA0807.in June 1991.
 KA0807
 KA0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0807.GEOID18 height accuracy estimate available here.
 KA0807
 KA0807.Click photographs - Photos may exist for this station.
 KA0807
 KA0807.The dynamic height is computed by dividing the NAVD 88
 KA0807.geopotential number by the normal gravity value computed on the
 KA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0807.degrees latitude (g = 980.6199 gals.).
 KA0807
 KA0807.The modeled gravity was interpolated from observed gravity values.
 KA0807
 KA0807;                    North         East    Units  Estimated Accuracy
 KA0807;SPC IN W     -   519,435.      939,056.      MT  (+/- 10 meters HH2 GPS)
 KA0807
 KA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3192019644(NAD 83)
 KA0807
 KA0807                          SUPERSEDED SURVEY CONTROL
 KA0807
 KA0807  NGVD 29 (??/??/92)  288.287  (m)          945.82   (f) ADJ UNCH    2 0
 KA0807
 KA0807.Superseded values are not recommended for survey control.
 KA0807
 KA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0807.See file dsdata.pdf to determine how the superseded data were derived.
 KA0807
 KA0807_MARKER: DB = BENCH MARK DISK
 KA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0807_STAMPING: D 111 1946
 KA0807_MARK LOGO: CGS
 KA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0807+STABILITY: SURFACE MOTION
 KA0807
 KA0807  HISTORY     - Date     Condition        Report By
 KA0807  HISTORY     - 1946     MONUMENTED       CGS
 KA0807
 KA0807                          STATION DESCRIPTION
 KA0807
 KA0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0807'AT JAMESTOWN.
 KA0807'AT JAMESTOWN, AT THE CROSSING OF STATE HIGHWAY 75 AND THE PEORIA
 KA0807'AND EASTERN RAILWAY, ABOUT 0.15 MILE SOUTHEAST OF THE STATION,
 KA0807'31 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.5 FEET
 KA0807'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 52 FEET NORTH OF
 KA0807'POLE NUMBER 27/20, 30 FEET EAST AND ACROSS THE TRACK FROM A
 KA0807'TRAFFIC WARNING SIGNAL, 1.6 FOOT NORTHWEST OF A WHITE WOODEN
 KA0807'WITNESS POST, AND ABOUT LEVEL WITH THE CROSSING.  A STANDARD
 KA0807'DISK, STAMPED D 111 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0807'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0605 ***********************************************************************
 LB0605  DESIGNATION -  D 112
 LB0605  PID         -  LB0605
 LB0605  STATE/COUNTY-  IN/HAMILTON
 LB0605  COUNTRY     -  US
 LB0605  USGS QUAD   -  WESTFIELD (2019)
 LB0605
 LB0605                         *CURRENT SURVEY CONTROL
 LB0605  ______________________________________________________________________
 LB0605* NAD 83(1986) POSITION- 40 02 31.15   (N) 086 12 45.96   (W)   HD_HELD1
 LB0605* NAVD 88 ORTHO HEIGHT -   280.051 (meters)      918.80  (feet) ADJUSTED
 LB0605  ______________________________________________________________________
 LB0605  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LB0605  DYNAMIC HEIGHT  -        279.894 (meters)      918.29  (feet) COMP
 LB0605  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 LB0605
 LB0605  VERT ORDER      -  SECOND    CLASS II
 LB0605
 LB0605.The horizontal coordinates were determined by differentially corrected
 LB0605.hand held GPS observations or other comparable positioning techniques
 LB0605.and have an estimated accuracy of +/- 3 meters.
 LB0605
 LB0605.The orthometric height was determined by differential leveling and
 LB0605.adjusted by the NATIONAL GEODETIC SURVEY
 LB0605.in June 1991.
 LB0605
 LB0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0605.GEOID18 height accuracy estimate available here.
 LB0605
 LB0605.Click photographs - Photos may exist for this station.
 LB0605
 LB0605.The dynamic height is computed by dividing the NAVD 88
 LB0605.geopotential number by the normal gravity value computed on the
 LB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0605.degrees latitude (g = 980.6199 gals.).
 LB0605
 LB0605.The modeled gravity was interpolated from observed gravity values.
 LB0605
 LB0605;                    North         East    Units  Estimated Accuracy
 LB0605;SPC IN E     -   532,322.3      53,396.4     MT  (+/- 3 meters HH1 GPS) 
 LB0605
 LB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6715732714(NAD 83)
 LB0605
 LB0605                          SUPERSEDED SURVEY CONTROL
 LB0605
 LB0605  NGVD 29 (??/??/92)  280.161  (m)          919.16   (f) ADJ UNCH    2 0
 LB0605
 LB0605.Superseded values are not recommended for survey control.
 LB0605
 LB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0605.See file dsdata.pdf to determine how the superseded data were derived.
 LB0605
 LB0605_MARKER: DB = BENCH MARK DISK
 LB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0605_STAMPING: D 112 1946
 LB0605_MARK LOGO: CGS
 LB0605_PROJECTION: RECESSED 5 CENTIMETERS
 LB0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0605+STABILITY: SURFACE MOTION
 LB0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0605+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 LB0605
 LB0605  HISTORY     - Date     Condition        Report By
 LB0605  HISTORY     - 1946     MONUMENTED       CGS
 LB0605  HISTORY     - 19980318 GOOD             SEC
 LB0605  HISTORY     - 20220915 GOOD             IN-057
 LB0605
 LB0605                          STATION DESCRIPTION
 LB0605
 LB0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0605'0.8 MI E FROM JOLIETVILLE.
 LB0605'ALONG STATE HIGHWAY 32 ABOUT 0.8 MILE EAST OF THE METHODIST
 LB0605'CHURCH AT JOLIETVILLE AND ABOUT 1.0 MILE WEST OF THE CROSS ROADS
 LB0605'AT EAGLE TOWN, AT THE JUNCTION WITH A SIDE ROAD LEADING NORTH,
 LB0605'26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST
 LB0605'OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET WEST OF POLE NUMBER
 LB0605'51-415, 1.2 FOOT SOUTH OF A FENCE CORNER, 1 1/2 FOOT EAST OF A
 LB0605'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0605'A STANDARD DISK, STAMPED D 112 1946 AND SET IN THE TOP OF A
 LB0605'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0605
 LB0605                          STATION RECOVERY (1998)
 LB0605
 LB0605'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0605'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL MEASUREMENTS-- FROM THE
 LB0605'STATION 8.8 METERS (28.9 FT) 160 DEGREE AZIMUTH TO A HARRISON MONUMENT
 LB0605'AT THE CENTERLINE INTERSECTION OF STATE ROAD 32 AND CENTENNIAL ROAD
 LB0605'WHICH IS THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 19 NORTH,
 LB0605'RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, 7.45 METERS (24.44 FT)
 LB0605'180 DEGREE AZIMUTH TO THE CENTERLINE OF STATE ROAD 32, 5.3 METERS
 LB0605'(17.4 FT) 90 DEGREE AZIMUTH TO THE CENTERLINE OF CENTENNIAL ROAD, 12.0
 LB0605'METERS (39.4 FT) 50 DEGREE AZIMUTH TO THE SOUTHWEST FACE OF A UTILITY
 LB0605'POLE WITH NO NUMBERS, 1.0 METER (3.3 FT) 270 DEGREE AZIMUTH TO THE
 LB0605'EAST FACE OF UTILITY POLE NO. 051-415.  DESCRIBED BY JEFF KONDY
 LB0605
 LB0605                          STATION RECOVERY (2022)
 LB0605
 LB0605'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0605'0.8 MI (1.3 KM) EAST OF JOLIETVILLE ALONG STATE ROAD 32.  LOCATED IN
 LB0605'NORTHWEST CORNER OF THE INTERSECTION OF CENTENNIAL ROAD AND SR32.  24
 LB0605'FT (7.3 M) NORTH OF STATE ROAD 32 CENTERLINE.  3 FT (0.9 M) EAST OF
 LB0605'UTILITY POLE.  19 FT (5.8 M) WEST OF CENTENNIAL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0637 ***********************************************************************
 LB0637  DESIGNATION -  D 114 RESET
 LB0637  PID         -  LB0637
 LB0637  STATE/COUNTY-  IN/BOONE
 LB0637  COUNTRY     -  US
 LB0637  USGS QUAD   -  LEBANON (2019)
 LB0637
 LB0637                         *CURRENT SURVEY CONTROL
 LB0637  ______________________________________________________________________
 LB0637* NAD 83(1986) POSITION- 40 04 54.61   (N) 086 28 34.24   (W)   HD_HELD1
 LB0637* NAVD 88 ORTHO HEIGHT -   285.52  (meters)      936.7   (feet) RESET
 LB0637  ______________________________________________________________________
 LB0637  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 LB0637  VERT ORDER      -  THIRD
 LB0637
 LB0637.The horizontal coordinates were determined by differentially corrected
 LB0637.hand held GPS observations or other comparable positioning techniques
 LB0637.and have an estimated accuracy of +/- 3 meters.
 LB0637
 LB0637.The orthometric height was computed from unverified reset data.
 LB0637
 LB0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0637.GEOID18 height accuracy estimate available here.
 LB0637
 LB0637.Click photographs - Photos may exist for this station.
 LB0637
 LB0637;                    North         East    Units  Estimated Accuracy
 LB0637;SPC IN W     -   536,780.7     951,783.8     MT  (+/- 3 meters HH1 GPS) 
 LB0637
 LB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4465936971(NAD 83)
 LB0637
 LB0637                          SUPERSEDED SURVEY CONTROL
 LB0637
 LB0637.No superseded survey control is available for this station.
 LB0637
 LB0637_MARKER: DB = BENCH MARK DISK
 LB0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0637_STAMPING: D 114 RESET 1953
 LB0637_MARK LOGO: CGS
 LB0637_PROJECTION: PROJECTING 30 CENTIMETERS
 LB0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0637+STABILITY: SURFACE MOTION
 LB0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0637+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 LB0637
 LB0637  HISTORY     - Date     Condition        Report By
 LB0637  HISTORY     - 1953     MONUMENTED       INHD
 LB0637  HISTORY     - 1954     GOOD             CGS
 LB0637  HISTORY     - 1978     GOOD             LOCSUR
 LB0637  HISTORY     - 20230228 GOOD             INDIV
 LB0637
 LB0637                          STATION DESCRIPTION
 LB0637
 LB0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0637'2.4 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE AT
 LB0637'LEBANON, 0.1 MILE SOUTH OF AN EAST-WEST CROSS ROAD, AT THE
 LB0637'DRIVEWAY LEADING TO THE CLINT PERKINS FARMHOUSE, 52 FEET EAST
 LB0637'OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTHEAST OF THE
 LB0637'NORTH HEADWALL OF THE PERKINS DRIVE, AND NEAR A WHITE WOODEN
 LB0637'WITNESS POST.  A STANDARD DISK, STAMPED D 114 RESET 1953 AND SET
 LB0637'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 LB0637
 LB0637                          STATION RECOVERY (1978)
 LB0637
 LB0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0637'RECOVERED IN GOOD CONDITION.
 LB0637
 LB0637                          STATION RECOVERY (2023)
 LB0637
 LB0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (DLC)
 LB0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0036 ***********************************************************************
 LB0036  DESIGNATION -  D 115
 LB0036  PID         -  LB0036
 LB0036  STATE/COUNTY-  IN/CASS
 LB0036  COUNTRY     -  US
 LB0036  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0036
 LB0036                         *CURRENT SURVEY CONTROL
 LB0036  ______________________________________________________________________
 LB0036* NAD 83(1986) POSITION- 40 34 34.     (N) 086 16 46.     (W)   SCALED
 LB0036* NAVD 88 ORTHO HEIGHT -   237.042 (meters)      777.70  (feet) ADJUSTED
 LB0036  ______________________________________________________________________
 LB0036  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LB0036  DYNAMIC HEIGHT  -        236.923 (meters)      777.30  (feet) COMP
 LB0036  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 LB0036
 LB0036  VERT ORDER      -  SECOND    CLASS 0
 LB0036
 LB0036.The horizontal coordinates were scaled from a map and have
 LB0036.an estimated accuracy of +/- 6 seconds.
 LB0036
 LB0036.The orthometric height was determined by differential leveling and
 LB0036.adjusted by the NATIONAL GEODETIC SURVEY
 LB0036.in June 1991.
 LB0036
 LB0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0036.GEOID18 height accuracy estimate available here.
 LB0036
 LB0036.Click photographs - Photos may exist for this station.
 LB0036
 LB0036.The dynamic height is computed by dividing the NAVD 88
 LB0036.geopotential number by the normal gravity value computed on the
 LB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0036.degrees latitude (g = 980.6199 gals.).
 LB0036
 LB0036.The modeled gravity was interpolated from observed gravity values.
 LB0036
 LB0036;                    North         East    Units  Estimated Accuracy
 LB0036;SPC IN E     -   591,670.       48,120.      MT  (+/- 180 meters Scaled)
 LB0036
 LB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609919(NAD 83)
 LB0036
 LB0036                          SUPERSEDED SURVEY CONTROL
 LB0036
 LB0036  NGVD 29 (??/??/92)  237.156  (m)          778.07   (f) ADJ UNCH    2 0
 LB0036
 LB0036.Superseded values are not recommended for survey control.
 LB0036
 LB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0036.See file dsdata.pdf to determine how the superseded data were derived.
 LB0036
 LB0036_MARKER: DB = BENCH MARK DISK
 LB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0036_STAMPING: D 115 1946
 LB0036_MARK LOGO: CGS
 LB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0036+STABILITY: SURFACE MOTION
 LB0036
 LB0036  HISTORY     - Date     Condition        Report By
 LB0036  HISTORY     - 1946     MONUMENTED       CGS
 LB0036
 LB0036                          STATION DESCRIPTION
 LB0036
 LB0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0036'5.3 MI N FROM JUDSON.
 LB0036'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0036'AT JUDSON, THENCE 0.5 MILE WEST AND 2.8 MILES NORTH ALONG GRAVEL
 LB0036'ROADS, AT THE INTERSECTION WITH STATE HIGHWAY 18, IN THE
 LB0036'SOUTHEAST QUARTER OF THE INTERSECTION, 23 FEET EAST OF THE
 LB0036'CENTER LINE OF THE GRAVEL ROAD, 55 FEET SOUTH OF THE CENTER
 LB0036'LINE OF THE HIGHWAY, 13 FEET NORTH OF A FENCE CORNER, 2.8 FEET
 LB0036'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LB0036'POST AND ABOUT 1 1/2 FEET BELOW ROAD LEVEL.  A STANDARD DISK,
 LB0036'STAMPED D 115 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0036'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0319 ***********************************************************************
 LB0319  DESIGNATION -  D 116
 LB0319  PID         -  LB0319
 LB0319  STATE/COUNTY-  IN/CLINTON
 LB0319  COUNTRY     -  US
 LB0319  USGS QUAD   -  BURLINGTON (2019)
 LB0319
 LB0319                         *CURRENT SURVEY CONTROL
 LB0319  ______________________________________________________________________
 LB0319* NAD 83(1986) POSITION- 40 23 54.     (N) 086 23 33.     (W)   SCALED
 LB0319* NAVD 88 ORTHO HEIGHT -   258.730 (meters)      848.85  (feet) ADJUSTED
 LB0319  ______________________________________________________________________
 LB0319  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 LB0319  DYNAMIC HEIGHT  -        258.594 (meters)      848.40  (feet) COMP
 LB0319  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 LB0319
 LB0319  VERT ORDER      -  SECOND    CLASS 0
 LB0319
 LB0319.The horizontal coordinates were scaled from a map and have
 LB0319.an estimated accuracy of +/- 6 seconds.
 LB0319
 LB0319.The orthometric height was determined by differential leveling and
 LB0319.adjusted by the NATIONAL GEODETIC SURVEY
 LB0319.in June 1991.
 LB0319
 LB0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0319.GEOID18 height accuracy estimate available here.
 LB0319
 LB0319.Click photographs - Photos may exist for this station.
 LB0319
 LB0319.The dynamic height is computed by dividing the NAVD 88
 LB0319.geopotential number by the normal gravity value computed on the
 LB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0319.degrees latitude (g = 980.6199 gals.).
 LB0319
 LB0319.The modeled gravity was interpolated from observed gravity values.
 LB0319
 LB0319;                    North         East    Units  Estimated Accuracy
 LB0319;SPC IN W     -   571,980.      958,650.      MT  (+/- 180 meters Scaled)
 LB0319
 LB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515721(NAD 83)
 LB0319
 LB0319                          SUPERSEDED SURVEY CONTROL
 LB0319
 LB0319  NGVD 29 (??/??/92)  258.836  (m)          849.20   (f) ADJ UNCH    2 0
 LB0319
 LB0319.Superseded values are not recommended for survey control.
 LB0319
 LB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0319.See file dsdata.pdf to determine how the superseded data were derived.
 LB0319
 LB0319_MARKER: DB = BENCH MARK DISK
 LB0319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0319_SP_SET: BOX CULVERT HEADWALL
 LB0319_STAMPING: D 116 1946
 LB0319_MARK LOGO: CGS
 LB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0319+STABILITY: SURFACE MOTION
 LB0319
 LB0319  HISTORY     - Date     Condition        Report By
 LB0319  HISTORY     - 1946     MONUMENTED       CGS
 LB0319
 LB0319                          STATION DESCRIPTION
 LB0319
 LB0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0319'1.2 MI S FROM MIDDLE FORK.
 LB0319'ABOUT 1.2 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 LB0319'WITH STATE HIGHWAY 26 AT MIDDLE FORK, 0.25 MILE SOUTH OF A
 LB0319'CROSS ROAD, SET IN THE CENTER OF THE TOP OF THE EAST HEADWALL
 LB0319'OF A 10-FOOT CONCRETE BOX CULVERT, 16 FEET EAST OF THE CENTER
 LB0319'LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 LB0319'A STANDARD DISK, STAMPED D 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0385 ***********************************************************************
 LB0385  DESIGNATION -  D 117
 LB0385  PID         -  LB0385
 LB0385  STATE/COUNTY-  IN/CARROLL
 LB0385  COUNTRY     -  US
 LB0385  USGS QUAD   -  BURLINGTON (2019)
 LB0385
 LB0385                         *CURRENT SURVEY CONTROL
 LB0385  ______________________________________________________________________
 LB0385* NAD 83(1986) POSITION- 40 28 41.     (N) 086 24 39.     (W)   SCALED
 LB0385* NAVD 88 ORTHO HEIGHT -   239.090 (meters)      784.41  (feet) ADJUSTED
 LB0385  ______________________________________________________________________
 LB0385  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LB0385  DYNAMIC HEIGHT  -        238.967 (meters)      784.01  (feet) COMP
 LB0385  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 LB0385
 LB0385  VERT ORDER      -  SECOND    CLASS 0
 LB0385
 LB0385.The horizontal coordinates were scaled from a map and have
 LB0385.an estimated accuracy of +/- 6 seconds.
 LB0385
 LB0385.The orthometric height was determined by differential leveling and
 LB0385.adjusted by the NATIONAL GEODETIC SURVEY
 LB0385.in June 1991.
 LB0385
 LB0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0385.GEOID18 height accuracy estimate available here.
 LB0385
 LB0385.Click photographs - Photos may exist for this station.
 LB0385
 LB0385.The dynamic height is computed by dividing the NAVD 88
 LB0385.geopotential number by the normal gravity value computed on the
 LB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0385.degrees latitude (g = 980.6199 gals.).
 LB0385
 LB0385.The modeled gravity was interpolated from observed gravity values.
 LB0385
 LB0385;                    North         East    Units  Estimated Accuracy
 LB0385;SPC IN W     -   580,820.      957,020.      MT  (+/- 180 meters Scaled)
 LB0385
 LB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK499809(NAD 83)
 LB0385
 LB0385                          SUPERSEDED SURVEY CONTROL
 LB0385
 LB0385  NGVD 29 (??/??/92)  239.198  (m)          784.77   (f) ADJ UNCH    2 0
 LB0385
 LB0385.Superseded values are not recommended for survey control.
 LB0385
 LB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0385.See file dsdata.pdf to determine how the superseded data were derived.
 LB0385
 LB0385_MARKER: DB = BENCH MARK DISK
 LB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0385_STAMPING: D 117 1946
 LB0385_MARK LOGO: CGS
 LB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0385+STABILITY: SURFACE MOTION
 LB0385
 LB0385  HISTORY     - Date     Condition        Report By
 LB0385  HISTORY     - 1946     MONUMENTED       CGS
 LB0385
 LB0385                          STATION DESCRIPTION
 LB0385
 LB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0385'0.8 MI W FROM BURLINGTON.
 LB0385'ABOUT 0.85 MILE WEST ALONG THE BURLINGTON-CUTLER ROAD FROM
 LB0385'BURLINGTON STATE BANK AT BURLINGTON, IN THE NORTHEAST QUARTER OF
 LB0385'A NORTH-SOUTH GRAVEL CROSS ROAD, 54 FEET EAST AND ACROSS THE
 LB0385'NORTH-SOUTH ROAD FROM THE SOUTHEAST CORNER OF A BLACKSMITH SHOP
 LB0385'BUILDING, 16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LB0385'18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.0 FEET
 LB0385'EAST OF A FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 LB0385'POST, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, AND
 LB0385'ABOUT 1 FOOT LOWER THAN THE ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB0385'D 117 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LB0385'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0029 ***********************************************************************
 LB0029  DESIGNATION -  D 118 RESET
 LB0029  PID         -  LB0029
 LB0029  STATE/COUNTY-  IN/CASS
 LB0029  COUNTRY     -  US
 LB0029  USGS QUAD   -  CLYMERS (2019)
 LB0029
 LB0029                         *CURRENT SURVEY CONTROL
 LB0029  ______________________________________________________________________
 LB0029* NAD 83(1986) POSITION- 40 43 21.     (N) 086 22 48.     (W)   SCALED
 LB0029* NAVD 88 ORTHO HEIGHT -   217.88  (meters)      714.8   (feet) RESET
 LB0029  ______________________________________________________________________
 LB0029  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 LB0029  VERT ORDER      -  THIRD
 LB0029
 LB0029.The horizontal coordinates were scaled from a map and have
 LB0029.an estimated accuracy of +/- 6 seconds.
 LB0029
 LB0029.The orthometric height was computed from unverified reset data.
 LB0029
 LB0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0029.GEOID18 height accuracy estimate available here.
 LB0029
 LB0029.Click photographs - Photos may exist for this station.
 LB0029
 LB0029;                    North         East    Units  Estimated Accuracy
 LB0029;SPC IN E     -   607,990.       39,730.      MT  (+/- 180 meters Scaled)
 LB0029
 LB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL523081(NAD 83)
 LB0029
 LB0029                          SUPERSEDED SURVEY CONTROL
 LB0029
 LB0029.No superseded survey control is available for this station.
 LB0029
 LB0029_MARKER: DB = BENCH MARK DISK
 LB0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0029_SP_SET: CULVERT HEADWALL
 LB0029_STAMPING: D 118 RESET 1962
 LB0029_MARK LOGO: CGS
 LB0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0029+STABILITY: SURFACE MOTION
 LB0029
 LB0029  HISTORY     - Date     Condition        Report By
 LB0029  HISTORY     - 1962     MONUMENTED       INHD
 LB0029  HISTORY     - 20101027 MARK NOT FOUND   INDOT
 LB0029
 LB0029                          STATION DESCRIPTION
 LB0029
 LB0029'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1962
 LB0029'2 MI S FROM LOGANSPORT.
 LB0029'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH END
 LB0029'OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT,
 LB0029'ABOUT 250 FEET NORTHEAST OF A GRAVEL CROSSROAD, SET IN THE TOP
 LB0029'OF THE SOUTH END OF THE EAST HEADWALL OF A 36-INCH CONCRETE
 LB0029'PIPE CULVERT, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 LB0029'AND ABOUT 2 FEET BELOW PAVEMENT SURFACE.
 LB0029
 LB0029                          STATION RECOVERY (2010)
 LB0029
 LB0029'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLF)
 LB0029'HEADWALL HAS BEEN REMOVED BY NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0688 ***********************************************************************
 LB0688  DESIGNATION -  D 119
 LB0688  PID         -  LB0688
 LB0688  STATE/COUNTY-  IN/CLINTON
 LB0688  COUNTRY     -  US
 LB0688  USGS QUAD   -  ROSSVILLE (2019)
 LB0688
 LB0688                         *CURRENT SURVEY CONTROL
 LB0688  ______________________________________________________________________
 LB0688* NAD 83(1986) POSITION- 40 25 47.     (N) 086 36 15.     (W)   SCALED
 LB0688* NAVD 88 ORTHO HEIGHT -   213.366 (meters)      700.02  (feet) ADJUSTED
 LB0688  ______________________________________________________________________
 LB0688  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0688  DYNAMIC HEIGHT  -        213.258 (meters)      699.66  (feet) COMP
 LB0688  MODELED GRAVITY -    980,113.1   (mgal)                       NAVD 88
 LB0688
 LB0688  VERT ORDER      -  SECOND    CLASS 0
 LB0688
 LB0688.The horizontal coordinates were scaled from a map and have
 LB0688.an estimated accuracy of +/- 6 seconds.
 LB0688
 LB0688.The orthometric height was determined by differential leveling and
 LB0688.adjusted by the NATIONAL GEODETIC SURVEY
 LB0688.in June 1991.
 LB0688
 LB0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0688.GEOID18 height accuracy estimate available here.
 LB0688
 LB0688.Click photographs - Photos may exist for this station.
 LB0688
 LB0688.The dynamic height is computed by dividing the NAVD 88
 LB0688.geopotential number by the normal gravity value computed on the
 LB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0688.degrees latitude (g = 980.6199 gals.).
 LB0688
 LB0688.The modeled gravity was interpolated from observed gravity values.
 LB0688
 LB0688;                    North         East    Units  Estimated Accuracy
 LB0688;SPC IN W     -   575,340.      940,660.      MT  (+/- 180 meters Scaled)
 LB0688
 LB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK335755(NAD 83)
 LB0688
 LB0688                          SUPERSEDED SURVEY CONTROL
 LB0688
 LB0688  NGVD 29 (??/??/92)  213.472  (m)          700.37   (f) ADJ UNCH    2 0
 LB0688
 LB0688.Superseded values are not recommended for survey control.
 LB0688
 LB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0688.See file dsdata.pdf to determine how the superseded data were derived.
 LB0688
 LB0688_MARKER: DB = BENCH MARK DISK
 LB0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0688_SP_SET: BRIDGE
 LB0688_STAMPING: D 119 1946
 LB0688_MARK LOGO: CGS
 LB0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0688
 LB0688  HISTORY     - Date     Condition        Report By
 LB0688  HISTORY     - 1946     MONUMENTED       CGS
 LB0688
 LB0688                          STATION DESCRIPTION
 LB0688
 LB0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0688'1.2 MI NW FROM ROSSVILLE.
 LB0688'ABOUT 1.2 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0688'OFFICE AT ROSSVILLE, SET IN THE TOP OF THE NORTH CONCRETE WINGWALL
 LB0688'AT THE NORTHWEST END OF A DOUBLE-SPAN STEEL TRUSS BRIDGE OVER
 LB0688'MIDDLE FORK OF WILDCAT CREEK, 12.5 FEET NORTHEAST OF THE CENTER
 LB0688'LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 LB0688'BRIDGE FLOOR.  A STANDARD DISK, STAMPED D 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1094 ***********************************************************************
 JA1094  DESIGNATION -  D 12
 JA1094  PID         -  JA1094
 JA1094  STATE/COUNTY-  IN/PIKE
 JA1094  COUNTRY     -  US
 JA1094  USGS QUAD   -  PETERSBURG (2019)
 JA1094
 JA1094                         *CURRENT SURVEY CONTROL
 JA1094  ______________________________________________________________________
 JA1094* NAD 83(1986) POSITION- 38 29 30.0    (N) 087 16 44.2    (W)   HD_HELD2
 JA1094* NAVD 88 ORTHO HEIGHT -   146.970 (meters)      482.18  (feet) ADJUSTED
 JA1094  ______________________________________________________________________
 JA1094  GEOID HEIGHT    -        -32.013 (meters)                     GEOID18
 JA1094  DYNAMIC HEIGHT  -        146.875 (meters)      481.87  (feet) COMP
 JA1094  MODELED GRAVITY -    979,978.2   (mgal)                       NAVD 88
 JA1094
 JA1094  VERT ORDER      -  FIRST     CLASS II
 JA1094
 JA1094.The horizontal coordinates were established by autonomous hand held GPS
 JA1094.observations and have an estimated accuracy of +/- 10 meters.
 JA1094
 JA1094.The orthometric height was determined by differential leveling and
 JA1094.adjusted by the NATIONAL GEODETIC SURVEY
 JA1094.in June 1991.
 JA1094
 JA1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1094.GEOID18 height accuracy estimate available here.
 JA1094
 JA1094.Click photographs - Photos may exist for this station.
 JA1094
 JA1094.The dynamic height is computed by dividing the NAVD 88
 JA1094.geopotential number by the normal gravity value computed on the
 JA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1094.degrees latitude (g = 980.6199 gals.).
 JA1094
 JA1094.The modeled gravity was interpolated from observed gravity values.
 JA1094
 JA1094;                    North         East    Units  Estimated Accuracy
 JA1094;SPC IN W     -   360,086.      882,935.      MT  (+/- 10 meters HH2 GPS)
 JA1094
 JA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7567360405(NAD 83)
 JA1094
 JA1094                          SUPERSEDED SURVEY CONTROL
 JA1094
 JA1094  NGVD 29 (??/??/92)  147.109  (m)          482.64   (f) ADJ UNCH    1 2
 JA1094
 JA1094.Superseded values are not recommended for survey control.
 JA1094
 JA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1094.See file dsdata.pdf to determine how the superseded data were derived.
 JA1094
 JA1094_MARKER: DB = BENCH MARK DISK
 JA1094_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA1094+WITH SETTING: PAVEMENT
 JA1094_SP_SET: LANDING
 JA1094_STAMPING: D 12 1930
 JA1094_MARK LOGO: CGS
 JA1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1094+STABILITY: SURFACE MOTION
 JA1094
 JA1094  HISTORY     - Date     Condition        Report By
 JA1094  HISTORY     - 1930     MONUMENTED       CGS
 JA1094  HISTORY     - 1965     GOOD             CGS
 JA1094  HISTORY     - 1985     GOOD             NGS
 JA1094
 JA1094                          STATION DESCRIPTION
 JA1094
 JA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1094'AT PETERSBURG.
 JA1094'AT THE PIKE COUNTY COURTHOUSE, SET IN THE TOP OF THE NORTHEAST
 JA1094'CORNER OF THE CONCRETE LANDING 5 FEET NORTHEAST OF THE CENTER
 JA1094'OF THE NORTHWEST ENTRANCE TO THE COURTHOUSE, 50 FEET SOUTHEAST
 JA1094'OF THE SOUTHEAST CURB OF MAIN STREET, 1 FOOT NORTHWEST OF A BRICK
 JA1094'WALL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 JA1094
 JA1094                          STATION RECOVERY (1985)
 JA1094
 JA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0712 ***********************************************************************
 LB0712  DESIGNATION -  D 120
 LB0712  PID         -  LB0712
 LB0712  STATE/COUNTY-  IN/CARROLL
 LB0712  COUNTRY     -  US
 LB0712  USGS QUAD   -  ROSSVILLE (2019)
 LB0712
 LB0712                         *CURRENT SURVEY CONTROL
 LB0712  ______________________________________________________________________
 LB0712* NAD 83(1986) POSITION- 40 28 03.95   (N) 086 32 16.14   (W)   HD_HELD1
 LB0712* NAVD 88 ORTHO HEIGHT -   224.853 (meters)      737.71  (feet) ADJUSTED
 LB0712  ______________________________________________________________________
 LB0712  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 LB0712  DYNAMIC HEIGHT  -        224.739 (meters)      737.33  (feet) COMP
 LB0712  MODELED GRAVITY -    980,112.3   (mgal)                       NAVD 88
 LB0712
 LB0712  VERT ORDER      -  SECOND    CLASS 0
 LB0712
 LB0712.The horizontal coordinates were determined by differentially corrected
 LB0712.hand held GPS observations or other comparable positioning techniques
 LB0712.and have an estimated accuracy of +/- 3 meters.
 LB0712
 LB0712.The orthometric height was determined by differential leveling and
 LB0712.adjusted by the NATIONAL GEODETIC SURVEY
 LB0712.in June 1991.
 LB0712
 LB0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0712.GEOID18 height accuracy estimate available here.
 LB0712
 LB0712.Click photographs - Photos may exist for this station.
 LB0712
 LB0712.The dynamic height is computed by dividing the NAVD 88
 LB0712.geopotential number by the normal gravity value computed on the
 LB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0712.degrees latitude (g = 980.6199 gals.).
 LB0712
 LB0712.The modeled gravity was interpolated from observed gravity values.
 LB0712
 LB0712;                    North         East    Units  Estimated Accuracy
 LB0712;SPC IN W     -   579,598.9     946,262.9     MT  (+/- 3 meters HH1 GPS) 
 LB0712
 LB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3918179779(NAD 83)
 LB0712
 LB0712                          SUPERSEDED SURVEY CONTROL
 LB0712
 LB0712  NGVD 29 (??/??/92)  224.961  (m)          738.06   (f) ADJ UNCH    2 0
 LB0712
 LB0712.Superseded values are not recommended for survey control.
 LB0712
 LB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0712.See file dsdata.pdf to determine how the superseded data were derived.
 LB0712
 LB0712_MARKER: DB = BENCH MARK DISK
 LB0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0712_STAMPING: D 120 1946
 LB0712_MARK LOGO: CGS
 LB0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0712+STABILITY: SURFACE MOTION
 LB0712
 LB0712  HISTORY     - Date     Condition        Report By
 LB0712  HISTORY     - 1946     MONUMENTED       CGS
 LB0712
 LB0712                          STATION DESCRIPTION
 LB0712
 LB0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0712'1.1 MI W FROM CUTLER.
 LB0712'ABOUT 1.1 MILE WEST ALONG THE CUTLER-OWASCO ROAD FROM THE
 LB0712'HIGHSCHOOL AT CUTLER, 16 FEET NORTH OF THE CENTER LINE OF THE
 LB0712'ROAD, 72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BERT
 LB0712'PULLEN FARM HOUSE, 110 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 LB0712'TO THE HOUSE, 5.5 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 LB0712'FENCE LINE AND ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK,
 LB0712'STAMPED D 120 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0712'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0605 ***********************************************************************
 KA0605  DESIGNATION -  D 121
 KA0605  PID         -  KA0605
 KA0605  STATE/COUNTY-  IN/PUTNAM
 KA0605  COUNTRY     -  US
 KA0605  USGS QUAD   -  REELSVILLE (2019)
 KA0605
 KA0605                         *CURRENT SURVEY CONTROL
 KA0605  ______________________________________________________________________
 KA0605* NAD 83(1986) POSITION- 39 37 29.     (N) 086 52 30.     (W)   SCALED
 KA0605* NAVD 88 ORTHO HEIGHT -   240.286 (meters)      788.34  (feet) ADJUSTED
 KA0605  ______________________________________________________________________
 KA0605  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 KA0605  DYNAMIC HEIGHT  -        240.151 (meters)      787.90  (feet) COMP
 KA0605  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 KA0605
 KA0605  VERT ORDER      -  SECOND    CLASS 0
 KA0605
 KA0605.The horizontal coordinates were scaled from a map and have
 KA0605.an estimated accuracy of +/- 6 seconds.
 KA0605
 KA0605.The orthometric height was determined by differential leveling and
 KA0605.adjusted by the NATIONAL GEODETIC SURVEY
 KA0605.in June 1991.
 KA0605
 KA0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0605.GEOID18 height accuracy estimate available here.
 KA0605
 KA0605.Click photographs - Photos may exist for this station.
 KA0605
 KA0605.The dynamic height is computed by dividing the NAVD 88
 KA0605.geopotential number by the normal gravity value computed on the
 KA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0605.degrees latitude (g = 980.6199 gals.).
 KA0605
 KA0605.The modeled gravity was interpolated from observed gravity values.
 KA0605
 KA0605;                    North         East    Units  Estimated Accuracy
 KA0605;SPC IN W     -   485,870.      917,890.      MT  (+/- 180 meters Scaled)
 KA0605
 KA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ107861(NAD 83)
 KA0605
 KA0605                          SUPERSEDED SURVEY CONTROL
 KA0605
 KA0605  NGVD 29 (??/??/92)  240.399  (m)          788.71   (f) ADJ UNCH    2 0
 KA0605
 KA0605.Superseded values are not recommended for survey control.
 KA0605
 KA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0605.See file dsdata.pdf to determine how the superseded data were derived.
 KA0605
 KA0605_MARKER: DB = BENCH MARK DISK
 KA0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0605_SP_SET: CULVERT HEADWALL
 KA0605_STAMPING: D 121 1946
 KA0605_MARK LOGO: CGS
 KA0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0605+STABILITY: SURFACE MOTION
 KA0605
 KA0605  HISTORY     - Date     Condition        Report By
 KA0605  HISTORY     - 1946     MONUMENTED       CGS
 KA0605
 KA0605                          STATION DESCRIPTION
 KA0605
 KA0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0605'1.5 MI SW FROM GREENCASTLE.
 KA0605'ALONG THE GREENCASTLE-MANHATTAN ROAD ABOUT 1.5 MILE SOUTHWEST
 KA0605'OF THE COUNTY COURTHOUSE AT GREENCASTLE, ABOUT 0.3 MILE NORTH OF
 KA0605'THE PENNSYLVANIA RAILROAD STATION AT LIMEDALE, 0.25 MILE
 KA0605'SOUTHWEST OF THE GRADE CROSSING OF THE CHICAGO, INDIANAPOLIS
 KA0605'AND LOUISVILLE RAILWAY, ABOUT 90 YARDS NORTHEAST OF THE JUNCTION
 KA0605'WITH A FARM ROAD LEADING SOUTHEAST ACROSS THE TRACKS, ABOUT 135
 KA0605'FEET NORTHEAST OF THE CENTER OF A JUNCTION WITH A FARM ROAD
 KA0605'LEADING WEST FROM THE MAIN ROAD, ABOUT 80 FEET WEST OF THE WEST
 KA0605'RAIL OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, 13.5
 KA0605'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 KA0605'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF AN
 KA0605'18-INCH CORRUGATED STEEL PIPE CULVERT AND ABOUT 2 FEET HIGHER
 KA0605'THAN ROAD LEVEL.  A STANDARD DISK, STAMPED D 121 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0603 ***********************************************************************
 KA0603  DESIGNATION -  D 122
 KA0603  PID         -  KA0603
 KA0603  STATE/COUNTY-  IN/PUTNAM
 KA0603  COUNTRY     -  US
 KA0603  USGS QUAD   -  GREENCASTLE (2019)
 KA0603
 KA0603                         *CURRENT SURVEY CONTROL
 KA0603  ______________________________________________________________________
 KA0603* NAD 83(1986) POSITION- 39 37 41.     (N) 086 48 46.     (W)   SCALED
 KA0603* NAVD 88 ORTHO HEIGHT -   249.917 (meters)      819.94  (feet) ADJUSTED
 KA0603  ______________________________________________________________________
 KA0603  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KA0603  DYNAMIC HEIGHT  -        249.775 (meters)      819.47  (feet) COMP
 KA0603  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 KA0603
 KA0603  VERT ORDER      -  SECOND    CLASS 0
 KA0603
 KA0603.This mark is at Putnam County Airport (4I7)
 KA0603
 KA0603.The horizontal coordinates were scaled from a map and have
 KA0603.an estimated accuracy of +/- 6 seconds.
 KA0603
 KA0603.The orthometric height was determined by differential leveling and
 KA0603.adjusted by the NATIONAL GEODETIC SURVEY
 KA0603.in June 1991.
 KA0603
 KA0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0603.GEOID18 height accuracy estimate available here.
 KA0603
 KA0603.Click photographs - Photos may exist for this station.
 KA0603
 KA0603.The dynamic height is computed by dividing the NAVD 88
 KA0603.geopotential number by the normal gravity value computed on the
 KA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0603.degrees latitude (g = 980.6199 gals.).
 KA0603
 KA0603.The modeled gravity was interpolated from observed gravity values.
 KA0603
 KA0603;                    North         East    Units  Estimated Accuracy
 KA0603;SPC IN W     -   486,260.      923,230.      MT  (+/- 180 meters Scaled)
 KA0603
 KA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160864(NAD 83)
 KA0603
 KA0603                          SUPERSEDED SURVEY CONTROL
 KA0603
 KA0603  NGVD 29 (??/??/92)  250.027  (m)          820.30   (f) ADJ UNCH    2 0
 KA0603
 KA0603.Superseded values are not recommended for survey control.
 KA0603
 KA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0603.See file dsdata.pdf to determine how the superseded data were derived.
 KA0603
 KA0603_MARKER: DB = BENCH MARK DISK
 KA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0603_STAMPING: D 122 1946
 KA0603_MARK LOGO: CGS
 KA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0603+STABILITY: SURFACE MOTION
 KA0603
 KA0603  HISTORY     - Date     Condition        Report By
 KA0603  HISTORY     - 1946     MONUMENTED       CGS
 KA0603  HISTORY     - 1958     MARK NOT FOUND   USGS
 KA0603
 KA0603                          STATION DESCRIPTION
 KA0603
 KA0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0603'3.5 MI SE FROM GREENCASTLE.
 KA0603'3.5 MILES SOUTHEAST OF THE COUNTY COURT HOUSE AT GREENCASTLE, AT
 KA0603'THE GREENCASTLE MUNICIPAL AIRPORT, ABOUT 0.3 MILE NORTHEAST OF A
 KA0603'CONCRETE BLOCK HANGER BUILDING, AT THE NORTHEAST CORNER OF THE
 KA0603'FIELD, 14 FEET SOUTHWEST OF A T FENCE CORNER, 5.5 FEET SOUTH OF
 KA0603'THE NORTH BOUNDARY FENCE LINE, 12.5 FEET WEST OF A NORTH-SOUTH
 KA0603'FENCE LINE ALONG THE EAST BOUNDARY, 1 1/2 FOOT SOUTH OF A WHITE
 KA0603'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 122 1946 AND
 KA0603'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0603'GROUND.  NOTE-- A NEW RUNWAY HAS BEEN CONSTRUCTED AT THE AIRFIELD
 KA0603'AND PERHAPS MORE LAND ACQUIRED.
 KA0603
 KA0603                          STATION RECOVERY (1958)
 KA0603
 KA0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KA0603'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1396 ***********************************************************************
 LB1396  DESIGNATION -  D 123
 LB1396  PID         -  LB1396
 LB1396  STATE/COUNTY-  IN/BENTON
 LB1396  COUNTRY     -  US
 LB1396  USGS QUAD   -  TEMPLETON (2019)
 LB1396
 LB1396                         *CURRENT SURVEY CONTROL
 LB1396  ______________________________________________________________________
 LB1396* NAD 83(1986) POSITION- 40 36 21.     (N) 087 08 01.     (W)   SCALED
 LB1396* NAVD 88 ORTHO HEIGHT -   220.402 (meters)      723.10  (feet) ADJUSTED
 LB1396  ______________________________________________________________________
 LB1396  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 LB1396  DYNAMIC HEIGHT  -        220.294 (meters)      722.75  (feet) COMP
 LB1396  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LB1396
 LB1396  VERT ORDER      -  SECOND    CLASS 0
 LB1396
 LB1396.The horizontal coordinates were scaled from a map and have
 LB1396.an estimated accuracy of +/- 6 seconds.
 LB1396
 LB1396.The orthometric height was determined by differential leveling and
 LB1396.adjusted by the NATIONAL GEODETIC SURVEY
 LB1396.in June 1991.
 LB1396
 LB1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1396.GEOID18 height accuracy estimate available here.
 LB1396
 LB1396.Click photographs - Photos may exist for this station.
 LB1396
 LB1396.The dynamic height is computed by dividing the NAVD 88
 LB1396.geopotential number by the normal gravity value computed on the
 LB1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1396.degrees latitude (g = 980.6199 gals.).
 LB1396
 LB1396.The modeled gravity was interpolated from observed gravity values.
 LB1396
 LB1396;                    North         East    Units  Estimated Accuracy
 LB1396;SPC IN W     -   594,790.      895,750.      MT  (+/- 180 meters Scaled)
 LB1396
 LB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886950(NAD 83)
 LB1396
 LB1396                          SUPERSEDED SURVEY CONTROL
 LB1396
 LB1396  NGVD 29 (??/??/92)  220.475  (m)          723.34   (f) ADJ UNCH    2 0
 LB1396
 LB1396.Superseded values are not recommended for survey control.
 LB1396
 LB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1396.See file dsdata.pdf to determine how the superseded data were derived.
 LB1396
 LB1396_MARKER: DB = BENCH MARK DISK
 LB1396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1396_SP_SET: CULVERT HEADWALL
 LB1396_STAMPING: D 123 1946
 LB1396_MARK LOGO: CGS
 LB1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1396+STABILITY: SURFACE MOTION
 LB1396
 LB1396  HISTORY     - Date     Condition        Report By
 LB1396  HISTORY     - 1946     MONUMENTED       CGS
 LB1396
 LB1396                          STATION DESCRIPTION
 LB1396
 LB1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1396'10.2 MI SE FROM FOWLER.
 LB1396'ABOUT 10.25 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18
 LB1396'FROM THE COUNTY COURT HOUSE AT FOWLER, ABOUT 1.15 MILE EAST OF
 LB1396'PINE TOWNSHIP SCHOOL, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1396'GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION, SET
 LB1396'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 LB1396'24-INCH CORRUGATED STEEL PIPE CULVERT NUMBER 92, 23 FEET EAST
 LB1396'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 39 FEET SOUTH OF THE
 LB1396'CENTER LINE OF THE HIGHWAY, 19.5 FEET NORTH OF A CORNER FENCE
 LB1396'POST AND IN LINE WITH THE SOUTH RIGHT-OF-WAY FENCE LINE AND ABOUT
 LB1396'2 FEET BELOW THE LEVEL OF THE INTERSECTION.  A STANDARD DISK,
 LB1396'STAMPED D 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2716 ***********************************************************************
 LB2716  DESIGNATION -  D 123 RESET
 LB2716  PID         -  LB2716
 LB2716  STATE/COUNTY-  IN/BENTON
 LB2716  COUNTRY     -  US
 LB2716  USGS QUAD   -  TEMPLETON (2019)
 LB2716
 LB2716                         *CURRENT SURVEY CONTROL
 LB2716  ______________________________________________________________________
 LB2716* NAD 83(1986) POSITION- 40 36 21.     (N) 087 08 01.     (W)   SCALED
 LB2716* NAVD 88 ORTHO HEIGHT -   220.60  (meters)      723.8   (feet) RESET
 LB2716  ______________________________________________________________________
 LB2716  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 LB2716  VERT ORDER      -  THIRD
 LB2716
 LB2716.The horizontal coordinates were scaled from a map and have
 LB2716.an estimated accuracy of +/- 6 seconds.
 LB2716
 LB2716.The orthometric height was computed from unverified reset data.
 LB2716
 LB2716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2716.GEOID18 height accuracy estimate available here.
 LB2716
 LB2716.Click photographs - Photos may exist for this station.
 LB2716
 LB2716;                    North         East    Units  Estimated Accuracy
 LB2716;SPC IN W     -   594,790.      895,750.      MT  (+/- 180 meters Scaled)
 LB2716
 LB2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886950(NAD 83)
 LB2716
 LB2716                          SUPERSEDED SURVEY CONTROL
 LB2716
 LB2716  NGVD 29 (08/22/16)  220.68   (m)          724.0    (f) RESET       3  
 LB2716
 LB2716.Superseded values are not recommended for survey control.
 LB2716
 LB2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2716.See file dsdata.pdf to determine how the superseded data were derived.
 LB2716
 LB2716_MARKER: DV = VERTICAL CONTROL DISK
 LB2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2716_STAMPING: D 123 RESET 1985
 LB2716_MARK LOGO: NGS
 LB2716_PROJECTION: FLUSH
 LB2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2716+STABILITY: SURFACE MOTION
 LB2716
 LB2716  HISTORY     - Date     Condition        Report By
 LB2716  HISTORY     - 1985     MONUMENTED       INHD
 LB2716
 LB2716                          STATION DESCRIPTION
 LB2716
 LB2716'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1985
 LB2716'IN FOWLER.
 LB2716'10.25 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB2716'COURTHOUSE IN FOWLER, AT THE INTERSECTION WITH COUNTY ROAD 1000 E, IN
 LB2716'THE SOUTHEAST QUARTER OF THE INTERSECTION SET IN A BENCH MARK POST 37
 LB2716'FEET EAST OF THE CENTERLINE OF COUNTY ROAD 1000 E, 43 FEET SOUTH OF
 LB2716'THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1326 ***********************************************************************
 LB1326  DESIGNATION -  D 124
 LB1326  PID         -  LB1326
 LB1326  STATE/COUNTY-  IN/BENTON
 LB1326  COUNTRY     -  US
 LB1326  USGS QUAD   -  WADENA (2019)
 LB1326
 LB1326                         *CURRENT SURVEY CONTROL
 LB1326  ______________________________________________________________________
 LB1326* NAD 83(2011) POSITION- 40 38 06.38084(N) 087 15 59.25056(W)   ADJUSTED
 LB1326* NAD 83(2011) ELLIP HT-   213.654 (meters)        (06/27/12)   ADJUSTED
 LB1326* NAD 83(2011) EPOCH   -  2010.00
 LB1326* NAVD 88 ORTHO HEIGHT -   247.086 (meters)      810.65  (feet) ADJUSTED
 LB1326  ______________________________________________________________________
 LB1326  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LB1326  NAD 83(2011) X  -    231,170.713 (meters)                     COMP
 LB1326  NAD 83(2011) Y  - -4,841,724.637 (meters)                     COMP
 LB1326  NAD 83(2011) Z  -  4,131,895.823 (meters)                     COMP
 LB1326  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LB1326  DYNAMIC HEIGHT  -        246.967 (meters)      810.26  (feet) COMP
 LB1326  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 LB1326
 LB1326  VERT ORDER      -  SECOND    CLASS 0
 LB1326
 LB1326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1326  Standards:
 LB1326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1326  -------------------------------------------------------------------
 LB1326  NETWORK    0.29   0.67           0.13   0.10   0.34      0.05395877
 LB1326  -------------------------------------------------------------------
 LB1326  Click here for local accuracies and other accuracy information.
 LB1326
 LB1326.The horizontal coordinates were established by GPS observations
 LB1326.and adjusted by the National Geodetic Survey in June 2012.
 LB1326
 LB1326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1326.been affixed to the stable North American tectonic plate. See 
 LB1326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1326
 LB1326.The horizontal coordinates are valid at the epoch date displayed above
 LB1326.which is a decimal equivalence of Year/Month/Day.
 LB1326
 LB1326.The orthometric height was determined by differential leveling and
 LB1326.adjusted by the NATIONAL GEODETIC SURVEY
 LB1326.in June 1991.
 LB1326
 LB1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1326.GEOID18 height accuracy estimate available here.
 LB1326
 LB1326.Click photographs - Photos may exist for this station.
 LB1326
 LB1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1326
 LB1326.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1326
 LB1326.The ellipsoidal height was determined by GPS observations
 LB1326.and is referenced to NAD 83.
 LB1326
 LB1326.The dynamic height is computed by dividing the NAVD 88
 LB1326.geopotential number by the normal gravity value computed on the
 LB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1326.degrees latitude (g = 980.6199 gals.).
 LB1326
 LB1326.The modeled gravity was interpolated from observed gravity values.
 LB1326
 LB1326. The following values were computed from the NAD 83(2011) position.
 LB1326
 LB1326;                    North         East     Units Scale Factor Converg.
 LB1326;SPC IN W     -   598,054.027   884,508.587   MT  0.99996962   -0 07 09.3
 LB1326;SPC IN W     - 1,962,115.59  2,901,925.26   sFT  0.99996962   -0 07 09.3
 LB1326;UTM  16      - 4,498,285.750   477,467.290   MT  0.99960625   -0 10 24.7
 LB1326
 LB1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1326!SPC IN W     -   0.99996649  x   0.99996962  =   0.99993611
 LB1326!UTM  16      -   0.99996649  x   0.99960625  =   0.99957275
 LB1326
 LB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7746798285(NAD 83)
 LB1326
 LB1326                          SUPERSEDED SURVEY CONTROL
 LB1326
 LB1326  NAD 83(2007)-  40 38 06.38102(N)    087 15 59.25160(W) AD(2002.00) 0
 LB1326  ELLIP H (02/10/07)  213.681  (m)                       GP(2002.00)    
 LB1326  NAD 83(1997)-  40 38 06.38088(N)    087 15 59.25142(W) AD(       ) B
 LB1326  ELLIP H (03/12/99)  213.682  (m)                       GP(       ) 2 1
 LB1326  NAVD 88             247.09   (m)          810.7    (f) LEVELING    3  
 LB1326  NGVD 29 (??/??/92)  247.144  (m)          810.84   (f) ADJ UNCH    2 0
 LB1326
 LB1326.Superseded values are not recommended for survey control.
 LB1326
 LB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1326.See file dsdata.pdf to determine how the superseded data were derived.
 LB1326
 LB1326_MARKER: DB = BENCH MARK DISK
 LB1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1326_STAMPING: D 124 1946
 LB1326_MARK LOGO: CGS
 LB1326_PROJECTION: PROJECTING 20 CENTIMETERS
 LB1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1326+STABILITY: SURFACE MOTION
 LB1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1326+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2017
 LB1326
 LB1326  HISTORY     - Date     Condition        Report By
 LB1326  HISTORY     - 1946     MONUMENTED       CGS
 LB1326  HISTORY     - 19980724 GOOD             WOOLPT
 LB1326  HISTORY     - 20080421 GOOD             FARNGP
 LB1326  HISTORY     - 20170313 GOOD             INDOT
 LB1326
 LB1326                          STATION DESCRIPTION
 LB1326
 LB1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1326'5.2 MI NE FROM FOWLER.
 LB1326'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1326'THE COUNTY COURT HOUSE AT FOWLER, THENCE 2.0 MILES NORTH ALONG
 LB1326'A GRAVEL ROAD, IN THE NORTHEAST QUARTER OF AN INTERSECTION WITH
 LB1326'AN EAST-WEST ROAD, 124 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LB1326'OF THE FRANK WINNER FARM HOUSE, 32 FEET EAST OF THE CENTER LINE
 LB1326'OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 LB1326'EAST WEST ROAD, 7.5 FEET WEST OF A CORNER FENCE POST, 2 FEET NORTH
 LB1326'REA POWER POLE NUMBER F 120 AND IN LINE WITH THE POLES, 2 FEET
 LB1326'SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 LB1326'CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED D 124
 LB1326'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1326'ABOVE GROUND.
 LB1326
 LB1326                          STATION RECOVERY (1998)
 LB1326
 LB1326'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 LB1326'DESCRIBED BY WOOLPERT LLP 1998 (JCB). STATION IS 5.2 MI (8.4 KM)
 LB1326'NORTHEAST OF FOWLER.  TO REACH THE STATION FROM THE INTERSECTION OF
 LB1326'STATE ROUTE 18 AND STATE ROUTE 55, PROCEED APPROXIMATELY 3.2 MI (5.1
 LB1326'KM) SOUTH AND EAST ALONG STATE ROUTE 18 TO THE INTERSECTION OF STATE
 LB1326'ROUTE 18 AND COUNTY ROAD 300 E.  TURN RIGHT AND PROCEED 2.0 MI (3.2
 LB1326'KM) NORTH ALONG COUNTY ROAD 300 E TO THE INTERSECTION OF COUNTY ROAD
 LB1326'300 E AND COUNTY ROAD 200 NORTH.  THE STATION IS IN THE NORTHEAST
 LB1326'QUADRANT OF THE INTERSECTION.  THE STATION IS A STANDARD DISK SET IN A
 LB1326'CONCRETE MONUMENT AND IS STAMPED--D 124 1946--.  THE STATION IS 9.2 M
 LB1326'(30.2 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 300 EAST, 8.7 M (28.5
 LB1326'FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 200 NORTH, 17.4 M (57.1 FT)
 LB1326'NORTH OF A UTILITY POLE LOCATED ON THE SOUTH SIDE OF COUNTY ROAD 200
 LB1326'NORTH, AND 1.4 M (4.6 FT) SOUTHEAST OF A TELEPHONE PEDESTAL.
 LB1326
 LB1326                          STATION RECOVERY (2008)
 LB1326
 LB1326'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1326'SATELLITE OBERVATION ON MAY 2 2008
 LB1326
 LB1326                          STATION RECOVERY (2017)
 LB1326
 LB1326'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB1326'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1463 ***********************************************************************
 LB1463  DESIGNATION -  D 125
 LB1463  PID         -  LB1463
 LB1463  STATE/COUNTY-  IN/WHITE
 LB1463  COUNTRY     -  US
 LB1463  USGS QUAD   -  TEMPLETON NE (2019)
 LB1463
 LB1463                         *CURRENT SURVEY CONTROL
 LB1463  ______________________________________________________________________
 LB1463* NAD 83(1986) POSITION- 40 42 24.     (N) 087 00 17.     (W)   SCALED
 LB1463* NAVD 88 ORTHO HEIGHT -   220.551 (meters)      723.59  (feet) ADJUSTED
 LB1463  ______________________________________________________________________
 LB1463  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 LB1463  DYNAMIC HEIGHT  -        220.447 (meters)      723.25  (feet) COMP
 LB1463  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LB1463
 LB1463  VERT ORDER      -  SECOND    CLASS 0
 LB1463
 LB1463.The horizontal coordinates were scaled from a map and have
 LB1463.an estimated accuracy of +/- 6 seconds.
 LB1463
 LB1463.The orthometric height was determined by differential leveling and
 LB1463.adjusted by the NATIONAL GEODETIC SURVEY
 LB1463.in June 1991.
 LB1463
 LB1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1463.GEOID18 height accuracy estimate available here.
 LB1463
 LB1463.Click photographs - Photos may exist for this station.
 LB1463
 LB1463.The dynamic height is computed by dividing the NAVD 88
 LB1463.geopotential number by the normal gravity value computed on the
 LB1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1463.degrees latitude (g = 980.6199 gals.).
 LB1463
 LB1463.The modeled gravity was interpolated from observed gravity values.
 LB1463
 LB1463;                    North         East    Units  Estimated Accuracy
 LB1463;SPC IN W     -   605,990.      906,640.      MT  (+/- 180 meters Scaled)
 LB1463
 LB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996061(NAD 83)
 LB1463
 LB1463                          SUPERSEDED SURVEY CONTROL
 LB1463
 LB1463  NGVD 29 (??/??/92)  220.636  (m)          723.87   (f) ADJ UNCH    2 0
 LB1463
 LB1463.Superseded values are not recommended for survey control.
 LB1463
 LB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1463.See file dsdata.pdf to determine how the superseded data were derived.
 LB1463
 LB1463_MARKER: DB = BENCH MARK DISK
 LB1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1463_STAMPING: D 125 1946
 LB1463_MARK LOGO: CGS
 LB1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1463+STABILITY: SURFACE MOTION
 LB1463
 LB1463  HISTORY     - Date     Condition        Report By
 LB1463  HISTORY     - 1946     MONUMENTED       CGS
 LB1463
 LB1463                          STATION DESCRIPTION
 LB1463
 LB1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1463'5.4 MI SE FROM WOLCOTT.
 LB1463'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1463'STATION AT WOLCOTT, THENCE 3.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1463'IN THE SOUTHWEST QUARTER OF A JUNCTION WITH A ROAD LEADING
 LB1463'WEST, 142 FEET SOUTHEAST AND ACROSS THE SIDE ROAD FROM THE
 LB1463'SOUTHEAST CORNER OF A 2-STORY WHITE HOUSE, 58 FEET SOUTH OF THE
 LB1463'CENTER LINE OF THE SIDE ROAD, 23 FEET WEST OF THE CENTER LINE
 LB1463'OF THE NORTH-SOUTH ROAD, 39 FEET SOUTH OF A CORNER FENCE POST,
 LB1463'1 FOOT NORTH OF REA POWER LINE POLE NUMBER 41-3/AA2C, 1 FOOT
 LB1463'WEST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND ABOUT LEVEL
 LB1463'WITH THE ROAD.  A STANDARD DISK, STAMPED D 125 1946 AND SET IN
 LB1463'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0045 ***********************************************************************
 LB0045  DESIGNATION -  D 127
 LB0045  PID         -  LB0045
 LB0045  STATE/COUNTY-  IN/CASS
 LB0045  COUNTRY     -  US
 LB0045  USGS QUAD   -  GRASS CREEK (2019)
 LB0045
 LB0045                         *CURRENT SURVEY CONTROL
 LB0045  ______________________________________________________________________
 LB0045* NAD 83(1986) POSITION- 40 52 59.     (N) 086 24 14.     (W)   SCALED
 LB0045* NAVD 88 ORTHO HEIGHT -   241.840 (meters)      793.44  (feet) ADJUSTED
 LB0045  ______________________________________________________________________
 LB0045  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LB0045  DYNAMIC HEIGHT  -        241.732 (meters)      793.08  (feet) COMP
 LB0045  MODELED GRAVITY -    980,172.1   (mgal)                       NAVD 88
 LB0045
 LB0045  VERT ORDER      -  SECOND    CLASS 0
 LB0045
 LB0045.The horizontal coordinates were scaled from a map and have
 LB0045.an estimated accuracy of +/- 6 seconds.
 LB0045
 LB0045.The orthometric height was determined by differential leveling and
 LB0045.adjusted by the NATIONAL GEODETIC SURVEY
 LB0045.in June 1991.
 LB0045
 LB0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0045.GEOID18 height accuracy estimate available here.
 LB0045
 LB0045.Click photographs - Photos may exist for this station.
 LB0045
 LB0045.The dynamic height is computed by dividing the NAVD 88
 LB0045.geopotential number by the normal gravity value computed on the
 LB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0045.degrees latitude (g = 980.6199 gals.).
 LB0045
 LB0045.The modeled gravity was interpolated from observed gravity values.
 LB0045
 LB0045;                    North         East    Units  Estimated Accuracy
 LB0045;SPC IN E     -   625,830.       37,870.      MT  (+/- 180 meters Scaled)
 LB0045
 LB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502259(NAD 83)
 LB0045
 LB0045                          SUPERSEDED SURVEY CONTROL
 LB0045
 LB0045  NGVD 29 (??/??/92)  241.953  (m)          793.81   (f) ADJ UNCH    2 0
 LB0045
 LB0045.Superseded values are not recommended for survey control.
 LB0045
 LB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0045.See file dsdata.pdf to determine how the superseded data were derived.
 LB0045
 LB0045_MARKER: DB = BENCH MARK DISK
 LB0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0045_STAMPING: D 127 1946
 LB0045_MARK LOGO: CGS
 LB0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0045+STABILITY: SURFACE MOTION
 LB0045
 LB0045  HISTORY     - Date     Condition        Report By
 LB0045  HISTORY     - 1946     MONUMENTED       CGS
 LB0045
 LB0045                          STATION DESCRIPTION
 LB0045
 LB0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0045'1 MI N FROM LUCERNE.
 LB0045'1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0045'AT LUCERNE, AT THE CROSSING OF A PRIVATE ROAD LEADING TO VANDALIA
 LB0045'VIEW FARM, 45 FEET WEST OF THE WEST RAIL OF THE TRACK, 30 FEET
 LB0045'NORTHEAST OF A T FENCE CORNER IN THE WEST RIGHT-OF-WAY FENCE,
 LB0045'30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF
 LB0045'A FENCE LINE, LEVEL WITH THE CROSSING, SET IN THE TOP OF A CONCRETE
 LB0045'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1134 ***********************************************************************
 LB1134  DESIGNATION -  D 128
 LB1134  PID         -  LB1134
 LB1134  STATE/COUNTY-  IN/PULASKI
 LB1134  COUNTRY     -  US
 LB1134  USGS QUAD   -  BUFFALO (2019)
 LB1134
 LB1134                         *CURRENT SURVEY CONTROL
 LB1134  ______________________________________________________________________
 LB1134* NAD 83(1986) POSITION- 40 56 25.     (N) 086 43 06.     (W)   SCALED
 LB1134* NAVD 88 ORTHO HEIGHT -   209.464 (meters)      687.22  (feet) ADJUSTED
 LB1134  ______________________________________________________________________
 LB1134  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 LB1134  DYNAMIC HEIGHT  -        209.372 (meters)      686.91  (feet) COMP
 LB1134  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 LB1134
 LB1134  VERT ORDER      -  SECOND    CLASS 0
 LB1134
 LB1134.The horizontal coordinates were scaled from a map and have
 LB1134.an estimated accuracy of +/- 6 seconds.
 LB1134
 LB1134.The orthometric height was determined by differential leveling and
 LB1134.adjusted by the NATIONAL GEODETIC SURVEY
 LB1134.in June 1991.
 LB1134
 LB1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1134.GEOID18 height accuracy estimate available here.
 LB1134
 LB1134.Click photographs - Photos may exist for this station.
 LB1134
 LB1134.The dynamic height is computed by dividing the NAVD 88
 LB1134.geopotential number by the normal gravity value computed on the
 LB1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1134.degrees latitude (g = 980.6199 gals.).
 LB1134
 LB1134.The modeled gravity was interpolated from observed gravity values.
 LB1134
 LB1134;                    North         East    Units  Estimated Accuracy
 LB1134;SPC IN W     -   631,990.      930,740.      MT  (+/- 180 meters Scaled)
 LB1134
 LB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237321(NAD 83)
 LB1134
 LB1134                          SUPERSEDED SURVEY CONTROL
 LB1134
 LB1134  NGVD 29 (??/??/92)  209.584  (m)          687.61   (f) ADJ UNCH    2 0
 LB1134
 LB1134.Superseded values are not recommended for survey control.
 LB1134
 LB1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1134.See file dsdata.pdf to determine how the superseded data were derived.
 LB1134
 LB1134_MARKER: DB = BENCH MARK DISK
 LB1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1134_STAMPING: D 128 1946
 LB1134_MARK LOGO: CGS
 LB1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1134+STABILITY: SURFACE MOTION
 LB1134
 LB1134  HISTORY     - Date     Condition        Report By
 LB1134  HISTORY     - 1946     MONUMENTED       CGS
 LB1134
 LB1134                          STATION DESCRIPTION
 LB1134
 LB1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1134'1 MI N FROM UNION SCHOOL.
 LB1134'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM UNION SCHOOL,
 LB1134'ABOUT 220 FEET SOUTH OF THE JUNCTION WITH A ROAD LEADING WEST,
 LB1134'59 FEET SOUTH OF A TWIN-TRUNKED 10-INCH WALNUT TREE, 22 FEET
 LB1134'EAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF THE CENTER
 LB1134'LINE OF THE DRIVEWAY LEADING TO A BARN, 1.5 FEET EAST OF THE
 LB1134'EAST RIGHT-OF-WAY FENCE LINE, ABOUT 0.5 FOOT ABOVE ROAD LEVEL,
 LB1134'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1045 ***********************************************************************
 LB1045  DESIGNATION -  D 129
 LB1045  PID         -  LB1045
 LB1045  STATE/COUNTY-  IN/PULASKI
 LB1045  COUNTRY     -  US
 LB1045  USGS QUAD   -  STAR CITY (2019)
 LB1045
 LB1045                         *CURRENT SURVEY CONTROL
 LB1045  ______________________________________________________________________
 LB1045* NAD 83(1986) POSITION- 40 55 56.     (N) 086 32 08.     (W)   SCALED
 LB1045* NAVD 88 ORTHO HEIGHT -   222.295 (meters)      729.31  (feet) ADJUSTED
 LB1045  ______________________________________________________________________
 LB1045  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 LB1045  DYNAMIC HEIGHT  -        222.197 (meters)      728.99  (feet) COMP
 LB1045  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 LB1045
 LB1045  VERT ORDER      -  SECOND    CLASS 0
 LB1045
 LB1045.The horizontal coordinates were scaled from a map and have
 LB1045.an estimated accuracy of +/- 6 seconds.
 LB1045
 LB1045.The orthometric height was determined by differential leveling and
 LB1045.adjusted by the NATIONAL GEODETIC SURVEY
 LB1045.in June 1991.
 LB1045
 LB1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1045.GEOID18 height accuracy estimate available here.
 LB1045
 LB1045.Click photographs - Photos may exist for this station.
 LB1045
 LB1045.The dynamic height is computed by dividing the NAVD 88
 LB1045.geopotential number by the normal gravity value computed on the
 LB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1045.degrees latitude (g = 980.6199 gals.).
 LB1045
 LB1045.The modeled gravity was interpolated from observed gravity values.
 LB1045
 LB1045;                    North         East    Units  Estimated Accuracy
 LB1045;SPC IN W     -   631,180.      946,130.      MT  (+/- 180 meters Scaled)
 LB1045
 LB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL391313(NAD 83)
 LB1045
 LB1045                          SUPERSEDED SURVEY CONTROL
 LB1045
 LB1045  NGVD 29 (??/??/92)  222.407  (m)          729.68   (f) ADJ UNCH    2 0
 LB1045
 LB1045.Superseded values are not recommended for survey control.
 LB1045
 LB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1045.See file dsdata.pdf to determine how the superseded data were derived.
 LB1045
 LB1045_MARKER: DB = BENCH MARK DISK
 LB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1045_STAMPING: D 129 1946
 LB1045_MARK LOGO: CGS
 LB1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1045+STABILITY: SURFACE MOTION
 LB1045
 LB1045  HISTORY     - Date     Condition        Report By
 LB1045  HISTORY     - 1946     MONUMENTED       CGS
 LB1045
 LB1045                          STATION DESCRIPTION
 LB1045
 LB1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1045'0.6 MI NW FROM THORNHOPE.
 LB1045'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CROSS
 LB1045'ROADS AT THORNHOPE, AT THE JUNCTION WITH A DIM WOODS ROAD LEADING
 LB1045'NORTH, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27
 LB1045'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE PENNSYLVANIA RAILROAD,
 LB1045'20 FEET NORTHEAST OF SECTION POST 24-25, 3 FEET EAST OF POLE
 LB1045'213-30, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF
 LB1045'A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0379 ***********************************************************************
 KA0379  DESIGNATION -  D 13
 KA0379  PID         -  KA0379
 KA0379  STATE/COUNTY-  IN/OWEN
 KA0379  COUNTRY     -  US
 KA0379  USGS QUAD   -  SPENCER (2019)
 KA0379
 KA0379                         *CURRENT SURVEY CONTROL
 KA0379  ______________________________________________________________________
 KA0379* NAD 83(1986) POSITION- 39 17 08.9    (N) 086 45 43.2    (W)   HD_HELD2
 KA0379* NAVD 88 ORTHO HEIGHT -   172.398 (meters)      565.61  (feet) ADJUSTED
 KA0379  ______________________________________________________________________
 KA0379  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 KA0379  DYNAMIC HEIGHT  -        172.296 (meters)      565.27  (feet) COMP
 KA0379  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 KA0379
 KA0379  VERT ORDER      -  FIRST     CLASS II
 KA0379
 KA0379.The horizontal coordinates were established by autonomous hand held GPS
 KA0379.observations and have an estimated accuracy of +/- 10 meters.
 KA0379
 KA0379.The orthometric height was determined by differential leveling and
 KA0379.adjusted by the NATIONAL GEODETIC SURVEY
 KA0379.in June 1991.
 KA0379
 KA0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0379.GEOID18 height accuracy estimate available here.
 KA0379
 KA0379.Click photographs - Photos may exist for this station.
 KA0379
 KA0379.The dynamic height is computed by dividing the NAVD 88
 KA0379.geopotential number by the normal gravity value computed on the
 KA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0379.degrees latitude (g = 980.6199 gals.).
 KA0379
 KA0379.The modeled gravity was interpolated from observed gravity values.
 KA0379
 KA0379;                    North         East    Units  Estimated Accuracy
 KA0379;SPC IN W     -   448,274.      927,723.      MT  (+/- 10 meters HH2 GPS)
 KA0379
 KA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2052548520(NAD 83)
 KA0379
 KA0379                          SUPERSEDED SURVEY CONTROL
 KA0379
 KA0379  NGVD 29 (??/??/92)  172.526  (m)          566.03   (f) ADJ UNCH    1 2
 KA0379
 KA0379.Superseded values are not recommended for survey control.
 KA0379
 KA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0379.See file dsdata.pdf to determine how the superseded data were derived.
 KA0379
 KA0379_MARKER: DB = BENCH MARK DISK
 KA0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0379_SP_SET: BUILDING
 KA0379_STAMPING: 566.029 D 13 1930
 KA0379_MARK LOGO: CGS
 KA0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0379+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KA0379
 KA0379  HISTORY     - Date     Condition        Report By
 KA0379  HISTORY     - 1930     MONUMENTED       CGS
 KA0379  HISTORY     - 1946     GOOD             CGS
 KA0379  HISTORY     - 20020708 GOOD             GEOCAC
 KA0379
 KA0379                          STATION DESCRIPTION
 KA0379
 KA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0379'AT SPENCER.
 KA0379'AT SPENCER, OWEN COUNTY, AT THE COUNTY COURTHOUSE, IN THE WALL
 KA0379'AT THE NORTH ENTRANCE, 2 FEET EAST OF THE EAST SIDE OF THE DOOR,
 KA0379'AND 6 INCHES ABOVE THE EAST RAIL OF THE STEPS.  A STANDARD
 KA0379'DISK, STAMPED 566.029 D 13 1930 AND SET VERTICALLY.
 KA0379
 KA0379                          STATION RECOVERY (2002)
 KA0379
 KA0379'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA0379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0711 ***********************************************************************
 ME0711  DESIGNATION -  D 130
 ME0711  PID         -  ME0711
 ME0711  STATE/COUNTY-  IN/PULASKI
 ME0711  COUNTRY     -  US
 ME0711  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0711
 ME0711                         *CURRENT SURVEY CONTROL
 ME0711  ______________________________________________________________________
 ME0711* NAD 83(1986) POSITION- 41 04 54.     (N) 086 48 52.     (W)   SCALED
 ME0711* NAVD 88 ORTHO HEIGHT -   211.133 (meters)      692.69  (feet) ADJUSTED
 ME0711  ______________________________________________________________________
 ME0711  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 ME0711  DYNAMIC HEIGHT  -        211.042 (meters)      692.39  (feet) COMP
 ME0711  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 ME0711
 ME0711  VERT ORDER      -  SECOND    CLASS 0
 ME0711
 ME0711.The horizontal coordinates were scaled from a map and have
 ME0711.an estimated accuracy of +/- 6 seconds.
 ME0711
 ME0711.The orthometric height was determined by differential leveling and
 ME0711.adjusted by the NATIONAL GEODETIC SURVEY
 ME0711.in June 1991.
 ME0711
 ME0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0711.GEOID18 height accuracy estimate available here.
 ME0711
 ME0711.Click photographs - Photos may exist for this station.
 ME0711
 ME0711.The dynamic height is computed by dividing the NAVD 88
 ME0711.geopotential number by the normal gravity value computed on the
 ME0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0711.degrees latitude (g = 980.6199 gals.).
 ME0711
 ME0711.The modeled gravity was interpolated from observed gravity values.
 ME0711
 ME0711;                    North         East    Units  Estimated Accuracy
 ME0711;SPC IN W     -   647,660.      922,590.      MT  (+/- 180 meters Scaled)
 ME0711
 ME0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL155478(NAD 83)
 ME0711
 ME0711                          SUPERSEDED SURVEY CONTROL
 ME0711
 ME0711  NGVD 29 (??/??/92)  211.240  (m)          693.04   (f) ADJ UNCH    2 0
 ME0711
 ME0711.Superseded values are not recommended for survey control.
 ME0711
 ME0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0711.See file dsdata.pdf to determine how the superseded data were derived.
 ME0711
 ME0711_MARKER: DB = BENCH MARK DISK
 ME0711_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0711_SP_SET: CULVERT HEADWALL
 ME0711_STAMPING: D 130 1946
 ME0711_MARK LOGO: CGS
 ME0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0711+STABILITY: SURFACE MOTION
 ME0711
 ME0711  HISTORY     - Date     Condition        Report By
 ME0711  HISTORY     - 1946     MONUMENTED       CGS
 ME0711  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0711  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0711
 ME0711                          STATION DESCRIPTION
 ME0711
 ME0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0711'3.8 MI E FROM MEDARYVILLE.
 ME0711'ABOUT 3.85 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 ME0711'AT MEDARYVILLE, AT A RIGHT-ANGLE TURN WITH TANGENTS EXTENDING
 ME0711'NORTH AND WEST, SET IN THE TOP OF THE SOUTH END OF THE EAST
 ME0711'CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT, 16 FEET
 ME0711'EAST OF THE CENTER LINE OF THE NORTH TANGENT, 23 FEET NORTH
 ME0711'OF THE CENTER LINE OF A DIRT ROAD LEADING EAST FROM THE TURN,
 ME0711'1 FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL
 ME0711'WITH THE ROADS.
 ME0711
 ME0711                          STATION RECOVERY (1969)
 ME0711
 ME0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0711'MARK NOT FOUND.
 ME0711
 ME0711                          STATION RECOVERY (1989)
 ME0711
 ME0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0468 ***********************************************************************
 ME0468  DESIGNATION -  D 131
 ME0468  PID         -  ME0468
 ME0468  STATE/COUNTY-  IN/PULASKI
 ME0468  COUNTRY     -  US
 ME0468  USGS QUAD   -  KEWANNA (2019)
 ME0468
 ME0468                         *CURRENT SURVEY CONTROL
 ME0468  ______________________________________________________________________
 ME0468* NAD 83(1986) POSITION- 41 01 08.     (N) 086 28 42.     (W)   SCALED
 ME0468* NAVD 88 ORTHO HEIGHT -   228.798 (meters)      750.65  (feet) ADJUSTED
 ME0468  ______________________________________________________________________
 ME0468  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 ME0468  DYNAMIC HEIGHT  -        228.700 (meters)      750.33  (feet) COMP
 ME0468  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 ME0468
 ME0468  VERT ORDER      -  SECOND    CLASS 0
 ME0468
 ME0468.The horizontal coordinates were scaled from a map and have
 ME0468.an estimated accuracy of +/- 6 seconds.
 ME0468
 ME0468.The orthometric height was determined by differential leveling and
 ME0468.adjusted by the NATIONAL GEODETIC SURVEY
 ME0468.in June 1991.
 ME0468
 ME0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0468.GEOID18 height accuracy estimate available here.
 ME0468
 ME0468.Click photographs - Photos may exist for this station.
 ME0468
 ME0468.The dynamic height is computed by dividing the NAVD 88
 ME0468.geopotential number by the normal gravity value computed on the
 ME0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0468.degrees latitude (g = 980.6199 gals.).
 ME0468
 ME0468.The modeled gravity was interpolated from observed gravity values.
 ME0468
 ME0468;                    North         East    Units  Estimated Accuracy
 ME0468;SPC IN W     -   640,830.      950,890.      MT  (+/- 180 meters Scaled)
 ME0468
 ME0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL438409(NAD 83)
 ME0468
 ME0468                          SUPERSEDED SURVEY CONTROL
 ME0468
 ME0468  NGVD 29 (??/??/92)  228.919  (m)          751.05   (f) ADJ UNCH    2 0
 ME0468
 ME0468.Superseded values are not recommended for survey control.
 ME0468
 ME0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0468.See file dsdata.pdf to determine how the superseded data were derived.
 ME0468
 ME0468_MARKER: DB = BENCH MARK DISK
 ME0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0468_STAMPING: D 131 1946
 ME0468_MARK LOGO: CGS
 ME0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0468+STABILITY: SURFACE MOTION
 ME0468
 ME0468  HISTORY     - Date     Condition        Report By
 ME0468  HISTORY     - 1946     MONUMENTED       CGS
 ME0468
 ME0468                          STATION DESCRIPTION
 ME0468
 ME0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0468'3.8 MI W FROM KEWANNA.
 ME0468'ABOUT 3.8 MILES WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0468'RAILROAD STATION AT KEWANNA, ABOUT 0.25 MILE EAST OF A NORTH-SOUTH
 ME0468'GRAVEL CROSS ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME0468'55 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A LARGE BARN,
 ME0468'28 FEET SOUTHWEST OF A 8-INCH WALNUT TREE, 22 FEET EAST OF THE
 ME0468'CENTER LINE OF A DIM DRIVEWAY LEADING NORTH, 2 FEET EAST OF A
 ME0468'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 ME0468'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0663 ***********************************************************************
 ME0663  DESIGNATION -  D 132
 ME0663  PID         -  ME0663
 ME0663  STATE/COUNTY-  IN/PULASKI
 ME0663  COUNTRY     -  US
 ME0663  USGS QUAD   -  DENHAM (2019)
 ME0663
 ME0663                         *CURRENT SURVEY CONTROL
 ME0663  ______________________________________________________________________
 ME0663* NAD 83(1986) POSITION- 41 09 22.     (N) 086 42 46.     (W)   SCALED
 ME0663* NAVD 88 ORTHO HEIGHT -   214.964 (meters)      705.26  (feet) ADJUSTED
 ME0663  ______________________________________________________________________
 ME0663  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME0663  DYNAMIC HEIGHT  -        214.872 (meters)      704.96  (feet) COMP
 ME0663  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 ME0663
 ME0663  VERT ORDER      -  SECOND    CLASS 0
 ME0663
 ME0663.The horizontal coordinates were scaled from a map and have
 ME0663.an estimated accuracy of +/- 6 seconds.
 ME0663
 ME0663.The orthometric height was determined by differential leveling and
 ME0663.adjusted by the NATIONAL GEODETIC SURVEY
 ME0663.in June 1991.
 ME0663
 ME0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0663.GEOID18 height accuracy estimate available here.
 ME0663
 ME0663.Click photographs - Photos may exist for this station.
 ME0663
 ME0663.The dynamic height is computed by dividing the NAVD 88
 ME0663.geopotential number by the normal gravity value computed on the
 ME0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0663.degrees latitude (g = 980.6199 gals.).
 ME0663
 ME0663.The modeled gravity was interpolated from observed gravity values.
 ME0663
 ME0663;                    North         East    Units  Estimated Accuracy
 ME0663;SPC IN W     -   655,960.      931,100.      MT  (+/- 180 meters Scaled)
 ME0663
 ME0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240561(NAD 83)
 ME0663
 ME0663                          SUPERSEDED SURVEY CONTROL
 ME0663
 ME0663  NGVD 29 (??/??/92)  215.073  (m)          705.62   (f) ADJ UNCH    2 0
 ME0663
 ME0663.Superseded values are not recommended for survey control.
 ME0663
 ME0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0663.See file dsdata.pdf to determine how the superseded data were derived.
 ME0663
 ME0663_MARKER: DB = BENCH MARK DISK
 ME0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0663_STAMPING: D 132 1946
 ME0663_MARK LOGO: CGS
 ME0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0663+STABILITY: SURFACE MOTION
 ME0663
 ME0663  HISTORY     - Date     Condition        Report By
 ME0663  HISTORY     - 1946     MONUMENTED       CGS
 ME0663  HISTORY     - 1969     GOOD             CGS
 ME0663  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0663
 ME0663                          STATION DESCRIPTION
 ME0663
 ME0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0663'0.2 MI N FROM DENHAM.
 ME0663'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0663'AT DENHAM, AT THE GRADE CROSSING OF THE PENNSYLVANIA RAILROAD,
 ME0663'IN THE NORTHEAST QUARTER OF THE CROSSING, 57 FEET NORTH ALONG
 ME0663'THE EXTENDED LINE OF THE EAST RIGHT-OF-WAY FENCE LINE OF THE
 ME0663'ROAD FROM THE NORTHEAST RAIL OF THE NORTHWEST BOUND TRACK, 29
 ME0663'FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF
 ME0663'POWER POLE NUMBER 273-874, 13 FEET NORTHEAST OF A TELEGRAPH
 ME0663'POLE, 1 FOOT SOUTHWEST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY
 ME0663'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 ME0663'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ME0663'POST PROJECTING ABOUT 6 INCHES.
 ME0663
 ME0663                          STATION RECOVERY (1969)
 ME0663
 ME0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0663'RECOVERED IN GOOD CONDITION.
 ME0663
 ME0663                          STATION RECOVERY (2018)
 ME0663
 ME0663'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0663'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0684 ***********************************************************************
 ME0684  DESIGNATION -  D 133
 ME0684  PID         -  ME0684
 ME0684  STATE/COUNTY-  IN/STARKE
 ME0684  COUNTRY     -  US
 ME0684  USGS QUAD   -  KNOX EAST (2019)
 ME0684
 ME0684                         *CURRENT SURVEY CONTROL
 ME0684  ______________________________________________________________________
 ME0684* NAD 83(1986) POSITION- 41 17 47.     (N) 086 37 14.     (W)   SCALED
 ME0684* NAVD 88 ORTHO HEIGHT -   216.155 (meters)      709.17  (feet) ADJUSTED
 ME0684  ______________________________________________________________________
 ME0684  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 ME0684  DYNAMIC HEIGHT  -        216.066 (meters)      708.88  (feet) COMP
 ME0684  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 ME0684
 ME0684  VERT ORDER      -  SECOND    CLASS 0
 ME0684
 ME0684.The horizontal coordinates were scaled from a map and have
 ME0684.an estimated accuracy of +/- 6 seconds.
 ME0684
 ME0684.The orthometric height was determined by differential leveling and
 ME0684.adjusted by the NATIONAL GEODETIC SURVEY
 ME0684.in June 1991.
 ME0684
 ME0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0684.GEOID18 height accuracy estimate available here.
 ME0684
 ME0684.Click photographs - Photos may exist for this station.
 ME0684
 ME0684.The dynamic height is computed by dividing the NAVD 88
 ME0684.geopotential number by the normal gravity value computed on the
 ME0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0684.degrees latitude (g = 980.6199 gals.).
 ME0684
 ME0684.The modeled gravity was interpolated from observed gravity values.
 ME0684
 ME0684;                    North         East    Units  Estimated Accuracy
 ME0684;SPC IN W     -   671,580.      938,760.      MT  (+/- 180 meters Scaled)
 ME0684
 ME0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317717(NAD 83)
 ME0684
 ME0684                          SUPERSEDED SURVEY CONTROL
 ME0684
 ME0684  NGVD 29 (??/??/92)  216.242  (m)          709.45   (f) ADJ UNCH    2 0
 ME0684
 ME0684.Superseded values are not recommended for survey control.
 ME0684
 ME0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0684.See file dsdata.pdf to determine how the superseded data were derived.
 ME0684
 ME0684_MARKER: DB = BENCH MARK DISK
 ME0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0684_STAMPING: D 133 1946
 ME0684_MARK LOGO: CGS
 ME0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0684+STABILITY: SURFACE MOTION
 ME0684
 ME0684  HISTORY     - Date     Condition        Report By
 ME0684  HISTORY     - 1946     MONUMENTED       CGS
 ME0684  HISTORY     - 20031217 MARK NOT FOUND   SCHC
 ME0684
 ME0684                          STATION DESCRIPTION
 ME0684
 ME0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0684'AT KNOX.
 ME0684'AT KNOX, 158 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NEW
 ME0684'YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 43 FEET WEST OF
 ME0684'THE CENTER LINE OF U.S. HIGHWAY 35, 36 FEET SOUTH OF THE CENTER
 ME0684'LINE OF A GRAVEL STREET, 15 FEET NORTH OF THE NORTH RAIL OF THE
 ME0684'WEST BOUND TRACK, 5 FEET WEST OF A TELEGRAPH POLE, ABOUT LEVEL
 ME0684'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0684'ABOUT 4 INCHES.
 ME0684
 ME0684                          STATION RECOVERY (2003)
 ME0684
 ME0684'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2003 (BES)
 ME0684'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0470 ***********************************************************************
 ME0470  DESIGNATION -  D 134
 ME0470  PID         -  ME0470
 ME0470  STATE/COUNTY-  IN/FULTON
 ME0470  COUNTRY     -  US
 ME0470  USGS QUAD   -  KEWANNA (2019)
 ME0470
 ME0470                         *CURRENT SURVEY CONTROL
 ME0470  ______________________________________________________________________
 ME0470* NAD 83(1986) POSITION- 41 06 46.     (N) 086 27 09.     (W)   SCALED
 ME0470* NAVD 88 ORTHO HEIGHT -   236.401 (meters)      775.59  (feet) ADJUSTED
 ME0470  ______________________________________________________________________
 ME0470  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 ME0470  DYNAMIC HEIGHT  -        236.304 (meters)      775.27  (feet) COMP
 ME0470  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 ME0470
 ME0470  VERT ORDER      -  SECOND    CLASS 0
 ME0470
 ME0470.The horizontal coordinates were scaled from a map and have
 ME0470.an estimated accuracy of +/- 6 seconds.
 ME0470
 ME0470.The orthometric height was determined by differential leveling and
 ME0470.adjusted by the NATIONAL GEODETIC SURVEY
 ME0470.in June 1991.
 ME0470
 ME0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0470.GEOID18 height accuracy estimate available here.
 ME0470
 ME0470.Click photographs - Photos may exist for this station.
 ME0470
 ME0470.The dynamic height is computed by dividing the NAVD 88
 ME0470.geopotential number by the normal gravity value computed on the
 ME0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0470.degrees latitude (g = 980.6199 gals.).
 ME0470
 ME0470.The modeled gravity was interpolated from observed gravity values.
 ME0470
 ME0470;                    North         East    Units  Estimated Accuracy
 ME0470;SPC IN E     -   651,380.       34,000.      MT  (+/- 180 meters Scaled)
 ME0470
 ME0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL459514(NAD 83)
 ME0470
 ME0470                          SUPERSEDED SURVEY CONTROL
 ME0470
 ME0470  NGVD 29 (??/??/92)  236.521  (m)          775.99   (f) ADJ UNCH    2 0
 ME0470
 ME0470.Superseded values are not recommended for survey control.
 ME0470
 ME0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0470.See file dsdata.pdf to determine how the superseded data were derived.
 ME0470
 ME0470_MARKER: DB = BENCH MARK DISK
 ME0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0470_STAMPING: D 134 1946
 ME0470_MARK LOGO: CGS
 ME0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0470+STABILITY: SURFACE MOTION
 ME0470
 ME0470  HISTORY     - Date     Condition        Report By
 ME0470  HISTORY     - 1946     MONUMENTED       CGS
 ME0470  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0470  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 ME0470
 ME0470                          STATION DESCRIPTION
 ME0470
 ME0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0470'3.6 MI SW FROM DELONG.
 ME0470'ABOUT 1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0470'STATION AT DELONG, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD,
 ME0470'IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH GRAVEL ROAD INTERSECTION,
 ME0470'0.8 MILE EAST OF THE FULTON-PULASKI COUNTY LINE, 88 FEET EAST OF
 ME0470'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 79 FEET NORTHEAST OF
 ME0470'A POWER POLE WITH A TRANSFORMER, 29 FEET WEST OF AN 18-INCH ELM
 ME0470'TREE, 17 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ME0470'1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 ME0470'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0470
 ME0470                          STATION RECOVERY (1990)
 ME0470
 ME0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0470'MARK NOT FOUND.
 ME0470
 ME0470                          STATION RECOVERY (1992)
 ME0470
 ME0470'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 ME0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1105 ***********************************************************************
 MD1105  DESIGNATION -  D 135
 MD1105  PID         -  MD1105
 MD1105  STATE/COUNTY-  IN/KOSCIUSKO
 MD1105  COUNTRY     -  US
 MD1105  USGS QUAD   -  PIERCETON (2019)
 MD1105
 MD1105                         *CURRENT SURVEY CONTROL
 MD1105  ______________________________________________________________________
 MD1105* NAD 83(1986) POSITION- 41 09 39.     (N) 085 44 20.     (W)   SCALED
 MD1105* NAVD 88 ORTHO HEIGHT -   279.171 (meters)      915.91  (feet) ADJUSTED
 MD1105  ______________________________________________________________________
 MD1105  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 MD1105  DYNAMIC HEIGHT  -        279.052 (meters)      915.52  (feet) COMP
 MD1105  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 MD1105
 MD1105  VERT ORDER      -  SECOND    CLASS 0
 MD1105
 MD1105.The horizontal coordinates were scaled from a map and have
 MD1105.an estimated accuracy of +/- 6 seconds.
 MD1105
 MD1105.The orthometric height was determined by differential leveling and
 MD1105.adjusted by the NATIONAL GEODETIC SURVEY
 MD1105.in June 1991.
 MD1105
 MD1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1105.GEOID18 height accuracy estimate available here.
 MD1105
 MD1105.Click photographs - Photos may exist for this station.
 MD1105
 MD1105.The dynamic height is computed by dividing the NAVD 88
 MD1105.geopotential number by the normal gravity value computed on the
 MD1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1105.degrees latitude (g = 980.6199 gals.).
 MD1105
 MD1105.The modeled gravity was interpolated from observed gravity values.
 MD1105
 MD1105;                    North         East    Units  Estimated Accuracy
 MD1105;SPC IN E     -   656,420.       93,940.      MT  (+/- 180 meters Scaled)
 MD1105
 MD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058573(NAD 83)
 MD1105
 MD1105                          SUPERSEDED SURVEY CONTROL
 MD1105
 MD1105  NGVD 29 (??/??/92)  279.295  (m)          916.32   (f) ADJ UNCH    2 0
 MD1105
 MD1105.Superseded values are not recommended for survey control.
 MD1105
 MD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1105.See file dsdata.pdf to determine how the superseded data were derived.
 MD1105
 MD1105_MARKER: DB = BENCH MARK DISK
 MD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1105_STAMPING: D 135 1946
 MD1105_MARK LOGO: CGS
 MD1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1105+STABILITY: SURFACE MOTION
 MD1105
 MD1105  HISTORY     - Date     Condition        Report By
 MD1105  HISTORY     - 1946     MONUMENTED       CGS
 MD1105  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1105
 MD1105                          STATION DESCRIPTION
 MD1105
 MD1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1105'4.4 MI N FROM SIDNEY.
 MD1105'4.35 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1105'AT SIDNEY, AT THE JUNCTION WITH A GRAVEL ROAD LEADING WEST AND
 MD1105'AT A RIGHT-ANGLE TURN IN THE HIGHWAY HAVING TANGENTS EXTENDING
 MD1105'EAST AND SOUTH, 52 FEET WEST OF THE CENTER LINE OF THE SOUTH
 MD1105'HIGHWAY TANGENT, 21 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 MD1105'ROAD, 21.5 FEET WEST OF A TELEPHONE POLE, 11 FEET SOUTHWEST
 MD1105'OF A TRAFFIC STOP SIGN, 1 FOOT NORTH OF A FENCE LINE, ABOUT
 MD1105'LEVEL WITH THE CENTER OF THE GRAVEL ROAD AND SET IN THE TOP OF
 MD1105'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1105
 MD1105                          STATION RECOVERY (1990)
 MD1105
 MD1105'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEW)
 MD1105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1206 ***********************************************************************
 LB1206  DESIGNATION -  D 136
 LB1206  PID         -  LB1206
 LB1206  STATE/COUNTY-  IN/WHITE
 LB1206  COUNTRY     -  US
 LB1206  USGS QUAD   -  ROUND GROVE (2019)
 LB1206
 LB1206                         *CURRENT SURVEY CONTROL
 LB1206  ______________________________________________________________________
 LB1206* NAD 83(1986) POSITION- 40 34 39.     (N) 087 01 47.     (W)   SCALED
 LB1206* NAVD 88 ORTHO HEIGHT -   224.788 (meters)      737.49  (feet) ADJUSTED
 LB1206  ______________________________________________________________________
 LB1206  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB1206  DYNAMIC HEIGHT  -        224.677 (meters)      737.13  (feet) COMP
 LB1206  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 LB1206
 LB1206  VERT ORDER      -  SECOND    CLASS 0
 LB1206
 LB1206.The horizontal coordinates were scaled from a map and have
 LB1206.an estimated accuracy of +/- 6 seconds.
 LB1206
 LB1206.The orthometric height was determined by differential leveling and
 LB1206.adjusted by the NATIONAL GEODETIC SURVEY
 LB1206.in June 1991.
 LB1206
 LB1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1206.GEOID18 height accuracy estimate available here.
 LB1206
 LB1206.Click photographs - Photos may exist for this station.
 LB1206
 LB1206.The dynamic height is computed by dividing the NAVD 88
 LB1206.geopotential number by the normal gravity value computed on the
 LB1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1206.degrees latitude (g = 980.6199 gals.).
 LB1206
 LB1206.The modeled gravity was interpolated from observed gravity values.
 LB1206
 LB1206;                    North         East    Units  Estimated Accuracy
 LB1206;SPC IN W     -   591,640.      904,540.      MT  (+/- 180 meters Scaled)
 LB1206
 LB1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974918(NAD 83)
 LB1206
 LB1206                          SUPERSEDED SURVEY CONTROL
 LB1206
 LB1206  NGVD 29 (??/??/92)  224.866  (m)          737.75   (f) ADJ UNCH    2 0
 LB1206
 LB1206.Superseded values are not recommended for survey control.
 LB1206
 LB1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1206.See file dsdata.pdf to determine how the superseded data were derived.
 LB1206
 LB1206_MARKER: DB = BENCH MARK DISK
 LB1206_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1206_SP_SET: FENCE POST
 LB1206_STAMPING: D 136 1946
 LB1206_MARK LOGO: CGS
 LB1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1206
 LB1206  HISTORY     - Date     Condition        Report By
 LB1206  HISTORY     - 1946     MONUMENTED       CGS
 LB1206  HISTORY     - 20120626 GOOD             GEOCAC
 LB1206
 LB1206                          STATION DESCRIPTION
 LB1206
 LB1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1206'7.2 MI N FROM MONTMORENCI.
 LB1206'ABOUT 7.25 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1206'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, ABOUT
 LB1206'0.9 MILE SOUTH OF THE SERVICE STATION AT ROUND GROVE, SET IN
 LB1206'THE NORTHEAST QUARTER OF AN INTERSECTION WITH AN EAST-WEST GRAVEL
 LB1206'ROAD, SET VERTICALLY IN THE WEST FACE OF AN 18-INCH CONCRETE
 LB1206'CORNER FENCE POST, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1206'32 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, ABOUT
 LB1206'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 136 1946.
 LB1206
 LB1206                          STATION RECOVERY (2012)
 LB1206
 LB1206'RECOVERY NOTE BY GEOCACHING 2012 (BPS)
 LB1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1231 ***********************************************************************
 ME1231  DESIGNATION -  D 138
 ME1231  PID         -  ME1231
 ME1231  STATE/COUNTY-  IN/LAKE
 ME1231  COUNTRY     -  US
 ME1231  USGS QUAD   -  CROWN POINT (2019)
 ME1231
 ME1231                         *CURRENT SURVEY CONTROL
 ME1231  ______________________________________________________________________
 ME1231* NAD 83(1986) POSITION- 41 22 35.61   (N) 087 21 47.91   (W)   HD_HELD1
 ME1231* NAVD 88 ORTHO HEIGHT -   232.505 (meters)      762.81  (feet) ADJUSTED
 ME1231  ______________________________________________________________________
 ME1231  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 ME1231  DYNAMIC HEIGHT  -        232.409 (meters)      762.50  (feet) COMP
 ME1231  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 ME1231
 ME1231  VERT ORDER      -  SECOND    CLASS 0
 ME1231
 ME1231.The horizontal coordinates were determined by differentially corrected
 ME1231.hand held GPS observations or other comparable positioning techniques
 ME1231.and have an estimated accuracy of +/- 3 meters.
 ME1231
 ME1231.The orthometric height was determined by differential leveling and
 ME1231.adjusted by the NATIONAL GEODETIC SURVEY
 ME1231.in June 1991.
 ME1231
 ME1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1231.GEOID18 height accuracy estimate available here.
 ME1231
 ME1231.Click photographs - Photos may exist for this station.
 ME1231
 ME1231.The dynamic height is computed by dividing the NAVD 88
 ME1231.geopotential number by the normal gravity value computed on the
 ME1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1231.degrees latitude (g = 980.6199 gals.).
 ME1231
 ME1231.The modeled gravity was interpolated from observed gravity values.
 ME1231
 ME1231;                    North         East    Units  Estimated Accuracy
 ME1231;SPC IN W     -   680,414.3     876,579.6     MT  (+/- 3 meters HH1 GPS) 
 ME1231
 ME1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6961980623(NAD 83)
 ME1231
 ME1231                          SUPERSEDED SURVEY CONTROL
 ME1231
 ME1231  NGVD 29 (??/??/92)  232.591  (m)          763.09   (f) ADJ UNCH    2 0
 ME1231
 ME1231.Superseded values are not recommended for survey control.
 ME1231
 ME1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1231.See file dsdata.pdf to determine how the superseded data were derived.
 ME1231
 ME1231_MARKER: DB = BENCH MARK DISK
 ME1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1231_STAMPING: D 138 1946
 ME1231_MARK LOGO: CGS
 ME1231_PROJECTION: PROJECTING 17 CENTIMETERS
 ME1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1231+STABILITY: SURFACE MOTION
 ME1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1231+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2021
 ME1231
 ME1231  HISTORY     - Date     Condition        Report By
 ME1231  HISTORY     - 1946     MONUMENTED       CGS
 ME1231  HISTORY     - 20070804 GOOD             GEOCAC
 ME1231  HISTORY     - 20210305 GOOD             IN-089
 ME1231
 ME1231                          STATION DESCRIPTION
 ME1231
 ME1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1231'3 MI E FROM CEDAR LAKE.
 ME1231'ABOUT 3.0 MILES EAST ALONG A PAVED ROAD FROM THE COLEMAN HOTEL
 ME1231'AT CEDAR LAKE, ABOUT 0.45 MILE WEST OF THE JUNCTION OF STATE
 ME1231'HIGHWAY 55, ABOUT 0.3 MILE EAST OF THE YOUCHE COUNTRY CLUB, 123
 ME1231'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY WHITE
 ME1231'HOUSE, 42 FEET SOUTH AND ACROSS THE ROAD FROM POWER POLE NO.
 ME1231'368/516, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 83 FEET
 ME1231'NORTH OF THE NORTHWEST CORNER OF A BARN, 17 FEET EAST OF THE
 ME1231'CENTER LINE OF A DRIVE WAY TO THE HOUSE, 2 FEET WEST OF A WHITE
 ME1231'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 ME1231'PROJECTING 6 INCHES.  THIS MARK MAY BE REACHED FROM THE COURT
 ME1231'HOUSE AT CROWN POINT BY GOING ABOUT 3.15 MILES SOUTHEAST ALONG
 ME1231'STATE HIGHWAY 55, THENCE ABOUT 0.45 MILE WEST ALONG A PAVED ROAD
 ME1231'LEADING TO CEDAR LAKE.
 ME1231
 ME1231                          STATION RECOVERY (2007)
 ME1231
 ME1231'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1231'RECOVERED IN GOOD CONDITION.
 ME1231
 ME1231                          STATION RECOVERY (2021)
 ME1231
 ME1231'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1658 ***********************************************************************
 LA1658  DESIGNATION -  D 14
 LA1658  PID         -  LA1658
 LA1658  STATE/COUNTY-  IN/WABASH
 LA1658  COUNTRY     -  US
 LA1658  USGS QUAD   -  LAGRO (2019)
 LA1658
 LA1658                         *CURRENT SURVEY CONTROL
 LA1658  ______________________________________________________________________
 LA1658* NAD 83(1986) POSITION- 40 50 08.     (N) 085 43 39.     (W)   SCALED
 LA1658* NAVD 88 ORTHO HEIGHT -   207.752 (meters)      681.60  (feet) ADJUSTED
 LA1658  ______________________________________________________________________
 LA1658  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 LA1658  DYNAMIC HEIGHT  -        207.654 (meters)      681.28  (feet) COMP
 LA1658  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 LA1658
 LA1658  VERT ORDER      -  FIRST     CLASS II
 LA1658
 LA1658.The horizontal coordinates were scaled from a map and have
 LA1658.an estimated accuracy of +/- 6 seconds.
 LA1658
 LA1658.The orthometric height was determined by differential leveling and
 LA1658.adjusted by the NATIONAL GEODETIC SURVEY
 LA1658.in June 1991.
 LA1658
 LA1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1658.GEOID18 height accuracy estimate available here.
 LA1658
 LA1658.Click photographs - Photos may exist for this station.
 LA1658
 LA1658.The dynamic height is computed by dividing the NAVD 88
 LA1658.geopotential number by the normal gravity value computed on the
 LA1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1658.degrees latitude (g = 980.6199 gals.).
 LA1658
 LA1658.The modeled gravity was interpolated from observed gravity values.
 LA1658
 LA1658;                    North         East    Units  Estimated Accuracy
 LA1658;SPC IN E     -   620,300.       94,870.      MT  (+/- 180 meters Scaled)
 LA1658
 LA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL072212(NAD 83)
 LA1658
 LA1658                          SUPERSEDED SURVEY CONTROL
 LA1658
 LA1658  NGVD 29 (??/??/92)  207.884  (m)          682.03   (f) ADJ UNCH    1 2
 LA1658
 LA1658.Superseded values are not recommended for survey control.
 LA1658
 LA1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1658.See file dsdata.pdf to determine how the superseded data were derived.
 LA1658
 LA1658_MARKER: DB = BENCH MARK DISK
 LA1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1658_SP_SET: BUILDING
 LA1658_STAMPING: D 14 1930
 LA1658_MARK LOGO: CGS
 LA1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1658
 LA1658  HISTORY     - Date     Condition        Report By
 LA1658  HISTORY     - 1930     MONUMENTED       CGS
 LA1658  HISTORY     - 1946     GOOD             CGS
 LA1658
 LA1658                          STATION DESCRIPTION
 LA1658
 LA1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1658'AT LAGRO.
 LA1658'AT LAGRO, WABASH COUNTY, IN THE NORTH BRICK WALL OF THE INDIANA
 LA1658'SERVICE CORP. SUBSTATION, 6.5 FEET WEST OF THE DOOR TO THE
 LA1658'GENERATOR ROOM, AND 3.3 FEET ABOVE THE GROUND.  A STANDARD
 LA1658'DISK, STAMPED D 14 1930 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1156 ***********************************************************************
 ME1156  DESIGNATION -  D 141
 ME1156  PID         -  ME1156
 ME1156  STATE/COUNTY-  IN/LAKE
 ME1156  COUNTRY     -  US
 ME1156  USGS QUAD   -  LOWELL (2019)
 ME1156
 ME1156                         *CURRENT SURVEY CONTROL
 ME1156  ______________________________________________________________________
 ME1156* NAD 83(1986) POSITION- 41 20 41.     (N) 087 27 35.     (W)   SCALED
 ME1156* NAVD 88 ORTHO HEIGHT -   227.905 (meters)      747.72  (feet) ADJUSTED
 ME1156  ______________________________________________________________________
 ME1156  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 ME1156  DYNAMIC HEIGHT  -        227.812 (meters)      747.41  (feet) COMP
 ME1156  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 ME1156
 ME1156  VERT ORDER      -  SECOND    CLASS 0
 ME1156
 ME1156.The horizontal coordinates were scaled from a map and have
 ME1156.an estimated accuracy of +/- 6 seconds.
 ME1156
 ME1156.The orthometric height was determined by differential leveling and
 ME1156.adjusted by the NATIONAL GEODETIC SURVEY
 ME1156.in June 1991.
 ME1156
 ME1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1156.GEOID18 height accuracy estimate available here.
 ME1156
 ME1156.Click photographs - Photos may exist for this station.
 ME1156
 ME1156.The dynamic height is computed by dividing the NAVD 88
 ME1156.geopotential number by the normal gravity value computed on the
 ME1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1156.degrees latitude (g = 980.6199 gals.).
 ME1156
 ME1156.The modeled gravity was interpolated from observed gravity values.
 ME1156
 ME1156;                    North         East    Units  Estimated Accuracy
 ME1156;SPC IN W     -   676,910.      868,500.      MT  (+/- 180 meters Scaled)
 ME1156
 ME1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL615771(NAD 83)
 ME1156
 ME1156                          SUPERSEDED SURVEY CONTROL
 ME1156
 ME1156  NGVD 29 (??/??/92)  227.989  (m)          747.99   (f) ADJ UNCH    2 0
 ME1156
 ME1156.Superseded values are not recommended for survey control.
 ME1156
 ME1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1156.See file dsdata.pdf to determine how the superseded data were derived.
 ME1156
 ME1156_MARKER: DB = BENCH MARK DISK
 ME1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1156_STAMPING: D 141 1946
 ME1156_MARK LOGO: CGS
 ME1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1156+STABILITY: SURFACE MOTION
 ME1156
 ME1156  HISTORY     - Date     Condition        Report By
 ME1156  HISTORY     - 1946     MONUMENTED       CGS
 ME1156  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1156
 ME1156                          STATION DESCRIPTION
 ME1156
 ME1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1156'2.2 MI S FROM COOK.
 ME1156'ABOUT 2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1156'THE STATION AT COOK, ABOUT 0.15 MILE SOUTH OF MILE POST 41, SET IN
 ME1156'THE SOUTHWEST QUARTER OF A GRAVEL ROAD CROSSING, 58 FEET WEST OF
 ME1156'THE WEST RAIL OF THE SOUTH BOUND TRACK, 28 FEET SOUTH OF THE
 ME1156'CENTER LINE OF THE GRAVEL ROAD, 24.5 FEET WEST OF POLE NO. 22,
 ME1156'8 FEET SOUTHEAST OF POWER POLE NO. 365/761, 5.8 FEET EAST OF A
 ME1156'CORNER FENCE POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME1156'2 FEET BELOW THE CROSSING, AND SET IN THE TOP OF A CONCRETE POST
 ME1156'PROJECTING 6 INCHES.
 ME1156
 ME1156                          STATION RECOVERY (1990)
 ME1156
 ME1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0623 ***********************************************************************
 ME0623  DESIGNATION -  D 142
 ME0623  PID         -  ME0623
 ME0623  STATE/COUNTY-  IN/LA PORTE
 ME0623  COUNTRY     -  US
 ME0623  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0623
 ME0623                         *CURRENT SURVEY CONTROL
 ME0623  ______________________________________________________________________
 ME0623* NAD 83(1986) POSITION- 41 19 01.     (N) 086 45 24.     (W)   SCALED
 ME0623* NAVD 88 ORTHO HEIGHT -   204.787 (meters)      671.87  (feet) ADJUSTED
 ME0623  ______________________________________________________________________
 ME0623  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 ME0623  DYNAMIC HEIGHT  -        204.702 (meters)      671.59  (feet) COMP
 ME0623  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 ME0623
 ME0623  VERT ORDER      -  SECOND    CLASS 0
 ME0623
 ME0623.The horizontal coordinates were scaled from a map and have
 ME0623.an estimated accuracy of +/- 6 seconds.
 ME0623
 ME0623.The orthometric height was determined by differential leveling and
 ME0623.adjusted by the NATIONAL GEODETIC SURVEY
 ME0623.in June 1991.
 ME0623
 ME0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0623.GEOID18 height accuracy estimate available here.
 ME0623
 ME0623.Click photographs - Photos may exist for this station.
 ME0623
 ME0623.The dynamic height is computed by dividing the NAVD 88
 ME0623.geopotential number by the normal gravity value computed on the
 ME0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0623.degrees latitude (g = 980.6199 gals.).
 ME0623
 ME0623.The modeled gravity was interpolated from observed gravity values.
 ME0623
 ME0623;                    North         East    Units  Estimated Accuracy
 ME0623;SPC IN W     -   673,810.      927,350.      MT  (+/- 180 meters Scaled)
 ME0623
 ME0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL203739(NAD 83)
 ME0623
 ME0623                          SUPERSEDED SURVEY CONTROL
 ME0623
 ME0623  NGVD 29 (??/??/92)  204.884  (m)          672.19   (f) ADJ UNCH    2 0
 ME0623
 ME0623.Superseded values are not recommended for survey control.
 ME0623
 ME0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0623.See file dsdata.pdf to determine how the superseded data were derived.
 ME0623
 ME0623_MARKER: DD = SURVEY DISK
 ME0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0623_STAMPING: D 142 1946
 ME0623_MARK LOGO: USGS
 ME0623_PROJECTION: PROJECTING
 ME0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0623+STABILITY: SURFACE MOTION
 ME0623
 ME0623  HISTORY     - Date     Condition        Report By
 ME0623  HISTORY     - 1946     MONUMENTED       USGS
 ME0623  HISTORY     - 1946     GOOD             CGS
 ME0623  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0623  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0623
 ME0623                          STATION DESCRIPTION
 ME0623
 ME0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0623'7 MI E FROM LA CROSSE.
 ME0623'ABOUT 7.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0623'OF STATE HIGHWAY 43 AT LA CROSSE, ABOUT 0.55 MILE WEST OF THE
 ME0623'BRIDGE OVER THE KANKAKEE RIVER AND THE STARKE-LA PORTE COUNTY
 ME0623'LINE, 14 FEET SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE
 ME0623'BRIDGE RAILING OF BRIDGE NO. 8D9.0 OVER A DITCH, 18 FEET SOUTH
 ME0623'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A SIGN KANKAKEE
 ME0623'STATE GAME PRESERVE, 1.5 FOOT EAST OF A WHITE WOODEN WITNESS
 ME0623'POST, ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, AND IS A BRONZE
 ME0623'U.S.G.S. DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 ME0623'INCHES.  NOTE-- THIS MARK WAS RECOVERED UNSTAMPED AND WAS
 ME0623'ASSIGNED AND STAMPED OUR NEXT DESIGNATION.
 ME0623
 ME0623                          STATION RECOVERY (1988)
 ME0623
 ME0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0623'MARK NOT FOUND.
 ME0623
 ME0623                          STATION RECOVERY (2007)
 ME0623
 ME0623'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0623'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0588 ***********************************************************************
 ME0588  DESIGNATION -  D 143
 ME0588  PID         -  ME0588
 ME0588  STATE/COUNTY-  IN/LA PORTE
 ME0588  COUNTRY     -  US
 ME0588  USGS QUAD   -  LA CROSSE (2019)
 ME0588
 ME0588                         *CURRENT SURVEY CONTROL
 ME0588  ______________________________________________________________________
 ME0588* NAD 83(1986) POSITION- 41 20 48.     (N) 086 53 29.     (W)   SCALED
 ME0588* NAVD 88 ORTHO HEIGHT -   207.974 (meters)      682.33  (feet) ADJUSTED
 ME0588  ______________________________________________________________________
 ME0588  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0588  DYNAMIC HEIGHT  -        207.887 (meters)      682.04  (feet) COMP
 ME0588  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 ME0588
 ME0588  VERT ORDER      -  SECOND    CLASS 0
 ME0588
 ME0588.The horizontal coordinates were scaled from a map and have
 ME0588.an estimated accuracy of +/- 6 seconds.
 ME0588
 ME0588.The orthometric height was determined by differential leveling and
 ME0588.adjusted by the NATIONAL GEODETIC SURVEY
 ME0588.in June 1991.
 ME0588
 ME0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0588.GEOID18 height accuracy estimate available here.
 ME0588
 ME0588.Click photographs - Photos may exist for this station.
 ME0588
 ME0588.The dynamic height is computed by dividing the NAVD 88
 ME0588.geopotential number by the normal gravity value computed on the
 ME0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0588.degrees latitude (g = 980.6199 gals.).
 ME0588
 ME0588.The modeled gravity was interpolated from observed gravity values.
 ME0588
 ME0588;                    North         East    Units  Estimated Accuracy
 ME0588;SPC IN W     -   677,080.      916,060.      MT  (+/- 180 meters Scaled)
 ME0588
 ME0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090772(NAD 83)
 ME0588
 ME0588                          SUPERSEDED SURVEY CONTROL
 ME0588
 ME0588  NGVD 29 (??/??/92)  208.052  (m)          682.58   (f) ADJ UNCH    2 0
 ME0588
 ME0588.Superseded values are not recommended for survey control.
 ME0588
 ME0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0588.See file dsdata.pdf to determine how the superseded data were derived.
 ME0588
 ME0588_MARKER: DB = BENCH MARK DISK
 ME0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0588_SP_SET: CULVERT HEADWALL
 ME0588_STAMPING: D 143 1946
 ME0588_MARK LOGO: CGS
 ME0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0588+STABILITY: SURFACE MOTION
 ME0588
 ME0588  HISTORY     - Date     Condition        Report By
 ME0588  HISTORY     - 1946     MONUMENTED       CGS
 ME0588  HISTORY     - 1988     POOR             USPSQD
 ME0588  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0588
 ME0588                          STATION DESCRIPTION
 ME0588
 ME0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0588'2 MI N FROM LA CROSSE.
 ME0588'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0588'OF STATE HIGHWAY 8 AT LA CROSSE, ABOUT 0.15 MILE NORTH OF A
 ME0588'TWO STORY WHITE HOUSE ON THE WEST SIDE OF THE HIGHWAY, SET IN
 ME0588'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 4 FOOT
 ME0588'CONCRETE CULVERT, AT THE INTERSECTION OF AN EAST-WEST GRAVEL
 ME0588'ROAD, 25 FEET NORTH OF THE GRAVEL ROAD, 23 FEET EAST OF THE
 ME0588'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE
 ME0588'HEAD WALL, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET IN A DRILL
 ME0588'HOLE.
 ME0588
 ME0588                          STATION RECOVERY (1988)
 ME0588
 ME0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0588'MARK RECOVERED IN POOR CONDITION.
 ME0588
 ME0588                          STATION RECOVERY (2007)
 ME0588
 ME0588'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0588'CULVERT DETERIORATING AND COVERED WITH ASPHALT FROM SHOULDER WIDENING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1212 ***********************************************************************
 MD1212  DESIGNATION -  D 145
 MD1212  PID         -  MD1212
 MD1212  STATE/COUNTY-  IN/KOSCIUSKO
 MD1212  COUNTRY     -  US
 MD1212  USGS QUAD   -  BURKET (2019)
 MD1212
 MD1212                         *CURRENT SURVEY CONTROL
 MD1212  ______________________________________________________________________
 MD1212* NAD 83(1986) POSITION- 41 14 53.     (N) 085 58 07.     (W)   SCALED
 MD1212* NAVD 88 ORTHO HEIGHT -   245.324 (meters)      804.87  (feet) ADJUSTED
 MD1212  ______________________________________________________________________
 MD1212  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 MD1212  DYNAMIC HEIGHT  -        245.221 (meters)      804.53  (feet) COMP
 MD1212  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 MD1212
 MD1212  VERT ORDER      -  SECOND    CLASS 0
 MD1212
 MD1212.The horizontal coordinates were scaled from a map and have
 MD1212.an estimated accuracy of +/- 6 seconds.
 MD1212
 MD1212.The orthometric height was determined by differential leveling and
 MD1212.adjusted by the NATIONAL GEODETIC SURVEY
 MD1212.in June 1991.
 MD1212
 MD1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1212.GEOID18 height accuracy estimate available here.
 MD1212
 MD1212.Click photographs - Photos may exist for this station.
 MD1212
 MD1212.The dynamic height is computed by dividing the NAVD 88
 MD1212.geopotential number by the normal gravity value computed on the
 MD1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1212.degrees latitude (g = 980.6199 gals.).
 MD1212
 MD1212.The modeled gravity was interpolated from observed gravity values.
 MD1212
 MD1212;                    North         East    Units  Estimated Accuracy
 MD1212;SPC IN E     -   666,150.       74,690.      MT  (+/- 180 meters Scaled)
 MD1212
 MD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL864668(NAD 83)
 MD1212
 MD1212                          SUPERSEDED SURVEY CONTROL
 MD1212
 MD1212  NGVD 29 (??/??/92)  245.453  (m)          805.29   (f) ADJ UNCH    2 0
 MD1212
 MD1212.Superseded values are not recommended for survey control.
 MD1212
 MD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1212.See file dsdata.pdf to determine how the superseded data were derived.
 MD1212
 MD1212_MARKER: DB = BENCH MARK DISK
 MD1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1212_STAMPING: D 145 1946
 MD1212_MARK LOGO: CGS
 MD1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1212+STABILITY: SURFACE MOTION
 MD1212
 MD1212  HISTORY     - Date     Condition        Report By
 MD1212  HISTORY     - 1946     MONUMENTED       CGS
 MD1212  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1212
 MD1212                          STATION DESCRIPTION
 MD1212
 MD1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1212'1.4 MI S FROM ATWOOD.
 MD1212'1.35 MILE SOUTH AND SOUTHEAST ALONG A COUNTY ROAD FROM THE
 MD1212'POST OFFICE AT ATWOOD, ABOUT 120 YARDS NORTH OF THE NORTH END OF
 MD1212'THE TIPPECANOE RIVER BRIDGE, AT A 1 1/2-STORY WHITE FARM HOUSE,
 MD1212'205 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION WITH AN
 MD1212'EAST-WEST ROAD, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MD1212'THE HOUSE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 MD1212'NORTH OF A CORNER FENCE POST, 1 1/2 FEET EAST OF THE WEST
 MD1212'RIGHT-OF-WAY FENCE 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 MD1212'ABOUT 0.5 FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 MD1212'POST PROJECTING ABOUT 6 INCHES.
 MD1212
 MD1212                          STATION RECOVERY (1996)
 MD1212
 MD1212'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0950 ***********************************************************************
 LB0950  DESIGNATION -  D 146
 LB0950  PID         -  LB0950
 LB0950  STATE/COUNTY-  IN/CARROLL
 LB0950  COUNTRY     -  US
 LB0950  USGS QUAD   -  BURROWS (2019)
 LB0950
 LB0950                         *CURRENT SURVEY CONTROL
 LB0950  ______________________________________________________________________
 LB0950* NAD 83(1986) POSITION- 40 40 47.     (N) 086 34 38.     (W)   SCALED
 LB0950* NAVD 88 ORTHO HEIGHT -   172.492 (meters)      565.92  (feet) ADJUSTED
 LB0950  ______________________________________________________________________
 LB0950  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 LB0950  DYNAMIC HEIGHT  -        172.410 (meters)      565.65  (feet) COMP
 LB0950  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LB0950
 LB0950  VERT ORDER      -  SECOND    CLASS 0
 LB0950
 LB0950.The horizontal coordinates were scaled from a map and have
 LB0950.an estimated accuracy of +/- 6 seconds.
 LB0950
 LB0950.The orthometric height was determined by differential leveling and
 LB0950.adjusted by the NATIONAL GEODETIC SURVEY
 LB0950.in June 1991.
 LB0950
 LB0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0950.GEOID18 height accuracy estimate available here.
 LB0950
 LB0950.Click photographs - Photos may exist for this station.
 LB0950
 LB0950.The dynamic height is computed by dividing the NAVD 88
 LB0950.geopotential number by the normal gravity value computed on the
 LB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0950.degrees latitude (g = 980.6199 gals.).
 LB0950
 LB0950.The modeled gravity was interpolated from observed gravity values.
 LB0950
 LB0950;                    North         East    Units  Estimated Accuracy
 LB0950;SPC IN W     -   603,120.      942,790.      MT  (+/- 180 meters Scaled)
 LB0950
 LB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL357032(NAD 83)
 LB0950
 LB0950                          SUPERSEDED SURVEY CONTROL
 LB0950
 LB0950  NGVD 29 (??/??/92)  172.603  (m)          566.28   (f) ADJ UNCH    2 0
 LB0950
 LB0950.Superseded values are not recommended for survey control.
 LB0950
 LB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0950.See file dsdata.pdf to determine how the superseded data were derived.
 LB0950
 LB0950_MARKER: DB = BENCH MARK DISK
 LB0950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0950_SP_SET: PIPE CULVERT HEADWALL
 LB0950_STAMPING: D 146 1946
 LB0950_MARK LOGO: CGS
 LB0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0950+STABILITY: SURFACE MOTION
 LB0950
 LB0950  HISTORY     - Date     Condition        Report By
 LB0950  HISTORY     - 1946     MONUMENTED       CGS
 LB0950
 LB0950                          STATION DESCRIPTION
 LB0950
 LB0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0950'1 MI S FROM LOCKPORT.
 LB0950'ABOUT 1.0 MILE SOUTH ALONG THE ROCKFIELD-LOCKPORT ROAD FROM THE
 LB0950'SOUTH END OF THE WABASH RIVER BRIDGE AT LOCKPORT, 0.3 MILE SOUTH
 LB0950'OF WAGGONERS HILLTOP FARM, 0.1 MILE NORTH OF A WHITE FARM HOUSE,
 LB0950'SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL OF A
 LB0950'24-INCH PIPE CULVERT UNDER THE ROAD, 13 FEET WEST OF THE CENTER
 LB0950'LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD
 LB0950'DISK, STAMPED D 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0980 ***********************************************************************
 LB0980  DESIGNATION -  D 147
 LB0980  PID         -  LB0980
 LB0980  STATE/COUNTY-  IN/WHITE
 LB0980  COUNTRY     -  US
 LB0980  USGS QUAD   -  BROOKSTON (2019)
 LB0980
 LB0980                         *CURRENT SURVEY CONTROL
 LB0980  ______________________________________________________________________
 LB0980* NAD 83(1986) POSITION- 40 36 08.     (N) 086 49 34.     (W)   SCALED
 LB0980* NAVD 88 ORTHO HEIGHT -   204.163 (meters)      669.82  (feet) ADJUSTED
 LB0980  ______________________________________________________________________
 LB0980  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 LB0980  DYNAMIC HEIGHT  -        204.065 (meters)      669.50  (feet) COMP
 LB0980  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB0980
 LB0980  VERT ORDER      -  SECOND    CLASS 0
 LB0980
 LB0980.The horizontal coordinates were scaled from a map and have
 LB0980.an estimated accuracy of +/- 6 seconds.
 LB0980
 LB0980.The orthometric height was determined by differential leveling and
 LB0980.adjusted by the NATIONAL GEODETIC SURVEY
 LB0980.in June 1991.
 LB0980
 LB0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0980.GEOID18 height accuracy estimate available here.
 LB0980
 LB0980.Click photographs - Photos may exist for this station.
 LB0980
 LB0980.The dynamic height is computed by dividing the NAVD 88
 LB0980.geopotential number by the normal gravity value computed on the
 LB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0980.degrees latitude (g = 980.6199 gals.).
 LB0980
 LB0980.The modeled gravity was interpolated from observed gravity values.
 LB0980
 LB0980;                    North         East    Units  Estimated Accuracy
 LB0980;SPC IN W     -   594,420.      921,770.      MT  (+/- 180 meters Scaled)
 LB0980
 LB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK147946(NAD 83)
 LB0980
 LB0980                          SUPERSEDED SURVEY CONTROL
 LB0980
 LB0980  NGVD 29 (??/??/92)  204.261  (m)          670.15   (f) ADJ UNCH    2 0
 LB0980
 LB0980.Superseded values are not recommended for survey control.
 LB0980
 LB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0980.See file dsdata.pdf to determine how the superseded data were derived.
 LB0980
 LB0980_MARKER: DB = BENCH MARK DISK
 LB0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0980_STAMPING: D 147 1946
 LB0980_MARK LOGO: CGS
 LB0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0980+STABILITY: SURFACE MOTION
 LB0980
 LB0980  HISTORY     - Date     Condition        Report By
 LB0980  HISTORY     - 1946     MONUMENTED       CGS
 LB0980
 LB0980                          STATION DESCRIPTION
 LB0980
 LB0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0980'2.1 MI E FROM BROOKSTON.
 LB0980'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LB0980'AT BROOKSTON, AT THE JUNCTION WITH A SIDE ROAD LEADING NORTH,
 LB0980'39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET WEST
 LB0980'OF THE CENTER LINE OF THE SIDE ROAD, 2.8 FEET WEST OF A CONCRETE
 LB0980'CORNER FENCE POST, 1.5 FOOT SOUTH OF A FENCE LINE AND ABOUT 2.0
 LB0980'FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED D 147 1946
 LB0980'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0980'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0023 ***********************************************************************
 LB0023  DESIGNATION -  D 148
 LB0023  PID         -  LB0023
 LB0023  STATE/COUNTY-  IN/CASS
 LB0023  COUNTRY     -  US
 LB0023  USGS QUAD   -  CLYMERS (2019)
 LB0023
 LB0023                         *CURRENT SURVEY CONTROL
 LB0023  ______________________________________________________________________
 LB0023* NAD 83(1986) POSITION- 40 42 23.     (N) 086 25 46.     (W)   SCALED
 LB0023* NAVD 88 ORTHO HEIGHT -   223.075 (meters)      731.87  (feet) ADJUSTED
 LB0023  ______________________________________________________________________
 LB0023  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 LB0023  DYNAMIC HEIGHT  -        222.968 (meters)      731.52  (feet) COMP
 LB0023  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 LB0023
 LB0023  VERT ORDER      -  SECOND    CLASS 0
 LB0023
 LB0023.The horizontal coordinates were scaled from a map and have
 LB0023.an estimated accuracy of +/- 6 seconds.
 LB0023
 LB0023.The orthometric height was determined by differential leveling and
 LB0023.adjusted by the NATIONAL GEODETIC SURVEY
 LB0023.in June 1991.
 LB0023
 LB0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0023.GEOID18 height accuracy estimate available here.
 LB0023
 LB0023.Click photographs - Photos may exist for this station.
 LB0023
 LB0023.The dynamic height is computed by dividing the NAVD 88
 LB0023.geopotential number by the normal gravity value computed on the
 LB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0023.degrees latitude (g = 980.6199 gals.).
 LB0023
 LB0023.The modeled gravity was interpolated from observed gravity values.
 LB0023
 LB0023;                    North         East    Units  Estimated Accuracy
 LB0023;SPC IN E     -   606,230.       35,540.      MT  (+/- 180 meters Scaled)
 LB0023
 LB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL481063(NAD 83)
 LB0023
 LB0023                          SUPERSEDED SURVEY CONTROL
 LB0023
 LB0023  NGVD 29 (??/??/92)  223.189  (m)          732.25   (f) ADJ UNCH    2 0
 LB0023
 LB0023.Superseded values are not recommended for survey control.
 LB0023
 LB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0023.See file dsdata.pdf to determine how the superseded data were derived.
 LB0023
 LB0023_MARKER: DB = BENCH MARK DISK
 LB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0023_STAMPING: D 148 1946
 LB0023_MARK LOGO: CGS
 LB0023_PROJECTION: FLUSH
 LB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0023+STABILITY: SURFACE MOTION
 LB0023
 LB0023  HISTORY     - Date     Condition        Report By
 LB0023  HISTORY     - 1946     MONUMENTED       CGS
 LB0023  HISTORY     - 1969     GOOD             BRADY
 LB0023  HISTORY     - 20170222 GOOD             INDOT
 LB0023
 LB0023                          STATION DESCRIPTION
 LB0023
 LB0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0023'1.3 MI E FROM CLYMERS.
 LB0023'ABOUT 1.3 MILES EAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 LB0023'STATE HIGHWAY 25 AT CLYMERS, IN THE SOUTHWEST QUARTER OF A
 LB0023'CROSS ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LB0023'ROAD, 22 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LB0023'4 FEET WEST OF FENCE CORNER, 1 1/2 FOOT NORTH OF A FENCE LINE
 LB0023'AND ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB0023'D 148 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0023'5 INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY
 LB0023'GOING 3.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH
 LB0023'END OF THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT,
 LB0023'THENCE 2.2 MILES WEST ALONG A GRAVEL ROAD.
 LB0023
 LB0023                          STATION RECOVERY (1969)
 LB0023
 LB0023'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0023'RECOVERED IN GOOD CONDITION.
 LB0023
 LB0023                          STATION RECOVERY (2017)
 LB0023
 LB0023'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0023'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0761 ***********************************************************************
 ME0761  DESIGNATION -  D 149
 ME0761  PID         -  ME0761
 ME0761  STATE/COUNTY-  IN/LA PORTE
 ME0761  COUNTRY     -  US
 ME0761  USGS QUAD   -  WESTVILLE (2019)
 ME0761
 ME0761                         *CURRENT SURVEY CONTROL
 ME0761  ______________________________________________________________________
 ME0761* NAD 83(1986) POSITION- 41 32 51.     (N) 086 53 50.     (W)   SCALED
 ME0761* NAVD 88 ORTHO HEIGHT -   245.569 (meters)      805.67  (feet) ADJUSTED
 ME0761  ______________________________________________________________________
 ME0761  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME0761  DYNAMIC HEIGHT  -        245.474 (meters)      805.36  (feet) COMP
 ME0761  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 ME0761
 ME0761  VERT ORDER      -  SECOND    CLASS 0
 ME0761
 ME0761.The horizontal coordinates were scaled from a map and have
 ME0761.an estimated accuracy of +/- 6 seconds.
 ME0761
 ME0761.The orthometric height was determined by differential leveling and
 ME0761.adjusted by the NATIONAL GEODETIC SURVEY
 ME0761.in June 1991.
 ME0761
 ME0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0761.GEOID18 height accuracy estimate available here.
 ME0761
 ME0761.Click photographs - Photos may exist for this station.
 ME0761
 ME0761.The dynamic height is computed by dividing the NAVD 88
 ME0761.geopotential number by the normal gravity value computed on the
 ME0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0761.degrees latitude (g = 980.6199 gals.).
 ME0761
 ME0761.The modeled gravity was interpolated from observed gravity values.
 ME0761
 ME0761;                    North         East    Units  Estimated Accuracy
 ME0761;SPC IN W     -   699,380.      915,530.      MT  (+/- 180 meters Scaled)
 ME0761
 ME0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL085995(NAD 83)
 ME0761
 ME0761                          SUPERSEDED SURVEY CONTROL
 ME0761
 ME0761  NGVD 29 (??/??/92)  245.662  (m)          805.98   (f) ADJ UNCH    2 0
 ME0761
 ME0761.Superseded values are not recommended for survey control.
 ME0761
 ME0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0761.See file dsdata.pdf to determine how the superseded data were derived.
 ME0761
 ME0761_MARKER: DB = BENCH MARK DISK
 ME0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0761_STAMPING: D 149 1946
 ME0761_MARK LOGO: CGS
 ME0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0761+STABILITY: SURFACE MOTION
 ME0761
 ME0761  HISTORY     - Date     Condition        Report By
 ME0761  HISTORY     - 1946     MONUMENTED       CGS
 ME0761
 ME0761                          STATION DESCRIPTION
 ME0761
 ME0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0761'0.6 MI N FROM WESTVILLE.
 ME0761'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0761'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 75 YARDS
 ME0761'NORTH OF THE JUNCTION OF STATE HIGHWAY 2 LEADING SOUTHWEST, AT THE
 ME0761'JUNCTION OF A SIDE ROAD LEADING WEST, 48 FEET WEST OF THE CENTER
 ME0761'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME0761'2.5 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF THE FENCE, AND
 ME0761'ABOUT LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED D 149
 ME0761'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME0761'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0642 ***********************************************************************
 MD0642  DESIGNATION -  D 15
 MD0642  PID         -  MD0642
 MD0642  STATE/COUNTY-  IN/ALLEN
 MD0642  COUNTRY     -  US
 MD0642  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0642
 MD0642                         *CURRENT SURVEY CONTROL
 MD0642  ______________________________________________________________________
 MD0642* NAD 83(1986) POSITION- 41 04 51.     (N) 085 09 39.     (W)   SCALED
 MD0642* NAVD 88 ORTHO HEIGHT -   233.488 (meters)      766.04  (feet) ADJUSTED
 MD0642  ______________________________________________________________________
 MD0642  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 MD0642  DYNAMIC HEIGHT  -        233.397 (meters)      765.74  (feet) COMP
 MD0642  MODELED GRAVITY -    980,226.9   (mgal)                       NAVD 88
 MD0642
 MD0642  VERT ORDER      -  FIRST     CLASS I
 MD0642
 MD0642.The horizontal coordinates were scaled from a map and have
 MD0642.an estimated accuracy of +/- 6 seconds.
 MD0642
 MD0642.The orthometric height was determined by differential leveling and
 MD0642.adjusted by the NATIONAL GEODETIC SURVEY
 MD0642.in June 1991.
 MD0642
 MD0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0642.GEOID18 height accuracy estimate available here.
 MD0642
 MD0642.Click photographs - Photos may exist for this station.
 MD0642
 MD0642.The dynamic height is computed by dividing the NAVD 88
 MD0642.geopotential number by the normal gravity value computed on the
 MD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0642.degrees latitude (g = 980.6199 gals.).
 MD0642
 MD0642.The modeled gravity was interpolated from observed gravity values.
 MD0642
 MD0642;                    North         East    Units  Estimated Accuracy
 MD0642;SPC IN E     -   647,660.      142,510.      MT  (+/- 180 meters Scaled)
 MD0642
 MD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544493(NAD 83)
 MD0642
 MD0642                          SUPERSEDED SURVEY CONTROL
 MD0642
 MD0642  NGVD 29 (??/??/92)  233.649  (m)          766.56   (f) ADJ UNCH    1 1
 MD0642
 MD0642.Superseded values are not recommended for survey control.
 MD0642
 MD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0642.See file dsdata.pdf to determine how the superseded data were derived.
 MD0642
 MD0642_MARKER: DB = BENCH MARK DISK
 MD0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0642_SP_SET: OVERPASS
 MD0642_STAMPING: 766.563 D 15 1930
 MD0642_MARK LOGO: CGS
 MD0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0642
 MD0642  HISTORY     - Date     Condition        Report By
 MD0642  HISTORY     - 1930     MONUMENTED       CGS
 MD0642  HISTORY     - 1968     GOOD             CGS
 MD0642  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0642
 MD0642                          STATION DESCRIPTION
 MD0642
 MD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0642'AT FORT WAYNE.
 MD0642'AT FORT WAYNE, ABOUT 0.4 MILE NORTHWEST ALONG THE NEW YORK,
 MD0642'CHICAGO AND ST LOUIS RAILROAD FROM THE BRIDGE OVER THE ST MARYS
 MD0642'RIVER, SET ON THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF
 MD0642'THE RAILROAD OVERPASS OVER OSAGE STREET, 118 FEET SOUTHWEST OF
 MD0642'THE SOUTHWEST RAIL OF THE EASTBOUND MAIN TRACK, 9 FEET WEST OF
 MD0642'THE EAST END OF THE HEAD WALL AND 1 FOOT BELOW THE LEVEL OF THE
 MD0642'TRACK.  SEC 3, T 30 N, R 12 E.
 MD0642
 MD0642                          STATION RECOVERY (1992)
 MD0642
 MD0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0642'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0575 ***********************************************************************
 ME0575  DESIGNATION -  D 150
 ME0575  PID         -  ME0575
 ME0575  STATE/COUNTY-  IN/PORTER
 ME0575  COUNTRY     -  US
 ME0575  USGS QUAD   -  WANATAH (2019)
 ME0575
 ME0575                         *CURRENT SURVEY CONTROL
 ME0575  ______________________________________________________________________
 ME0575* NAD 83(1986) POSITION- 41 26 20.44   (N) 086 57 44.39   (W)   HD_HELD1
 ME0575* NAVD 88 ORTHO HEIGHT -   222.059 (meters)      728.54  (feet) ADJUSTED
 ME0575  ______________________________________________________________________
 ME0575  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 ME0575  DYNAMIC HEIGHT  -        221.969 (meters)      728.24  (feet) COMP
 ME0575  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 ME0575
 ME0575  VERT ORDER      -  FIRST     CLASS I
 ME0575
 ME0575.The horizontal coordinates were determined by differentially corrected
 ME0575.hand held GPS observations or other comparable positioning techniques
 ME0575.and have an estimated accuracy of +/- 3 meters.
 ME0575
 ME0575.The orthometric height was determined by differential leveling and
 ME0575.adjusted by the NATIONAL GEODETIC SURVEY
 ME0575.in June 1991.
 ME0575
 ME0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0575.GEOID18 height accuracy estimate available here.
 ME0575
 ME0575.Click photographs - Photos may exist for this station.
 ME0575
 ME0575.The dynamic height is computed by dividing the NAVD 88
 ME0575.geopotential number by the normal gravity value computed on the
 ME0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0575.degrees latitude (g = 980.6199 gals.).
 ME0575
 ME0575.The modeled gravity was interpolated from observed gravity values.
 ME0575
 ME0575;                    North         East    Units  Estimated Accuracy
 ME0575;SPC IN W     -   687,319.4     910,112.4     MT  (+/- 3 meters HH1 GPS) 
 ME0575
 ME0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0314687494(NAD 83)
 ME0575
 ME0575                          SUPERSEDED SURVEY CONTROL
 ME0575
 ME0575  NGVD 29 (01/19/93)  222.155  (m)          728.85   (f) ADJUSTED    1 1
 ME0575  NGVD 29 (??/??/92)  222.155  (m)          728.85   (f) SUPERSEDED  1 1
 ME0575
 ME0575.Superseded values are not recommended for survey control.
 ME0575
 ME0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0575.See file dsdata.pdf to determine how the superseded data were derived.
 ME0575
 ME0575_MARKER: DB = BENCH MARK DISK
 ME0575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0575_SP_SET: WINGWALL
 ME0575_STAMPING: D 150 1946
 ME0575_MARK LOGO: CGS
 ME0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0575+STABILITY: SURFACE MOTION
 ME0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0575+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 ME0575
 ME0575  HISTORY     - Date     Condition        Report By
 ME0575  HISTORY     - 1946     MONUMENTED       CGS
 ME0575  HISTORY     - 1968     GOOD             CGS
 ME0575  HISTORY     - 1978     GOOD             LOCSUR
 ME0575  HISTORY     - 19920906 GOOD             NGS
 ME0575  HISTORY     - 20211201 GOOD             IN-127
 ME0575
 ME0575                          STATION DESCRIPTION
 ME0575
 ME0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0575'3.8 MI W FROM WANATAH.
 ME0575'ABOUT 3.75 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0575'U.S. HIGHWAY 421 OVERPASS OVER THE PENN CENTRAL RAILROAD AT
 ME0575'WANATAH, 0.2 MILE WEST OF MILEPOST 418, SET ON THE TOP OF THE
 ME0575'SOUTHEAST CONCRETE WING WALL OF BRIDGE NO. 418.24 OVER CROOKED
 ME0575'CREEK, 6.5 FEET SOUTH OF THE SOUTH RAIL AND 1 1/2 FEET BELOW
 ME0575'THE LEVEL OF THE TRACK.  SEC 35, T 35N, R 5 W.
 ME0575
 ME0575                          STATION RECOVERY (1978)
 ME0575
 ME0575'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0575'RECOVERED IN GOOD CONDITION.
 ME0575
 ME0575                          STATION RECOVERY (1992)
 ME0575
 ME0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0575'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0575'STATE HIGHWAY 49 IN VALPARAISO, IN TOP OF AND 4.2 M (13.8 FT)
 ME0575'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL OF A
 ME0575'CONRAIL RAILROAD BRIDGE SPANNING CROOKED CREEK, 36.0 M (118.1 FT)
 ME0575'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 2.1 M
 ME0575'(6.9 FT) SOUTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 ME0575'OF THE TRACK.
 ME0575
 ME0575                          STATION RECOVERY (2021)
 ME0575
 ME0575'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (JMW)
 ME0575'RECOVERY NOTE FROM THE PORTR COUNTY SURVEYOR'S OFFICE 2021.  3.55 MI
 ME0575'(5.71 KM) EASTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH STATE
 ME0575'HIGHWAY 49, STATION IS BRONZE DISK SET IN THE TOP OF AND 13.8 FT (4.2
 ME0575'M) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL
 ME0575'OF THE CONRAIL RAILROAD BRIDGE SPANNING CROOKED CREEK, 118.1 FT (36.0
 ME0575'M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 6.9
 ME0575'FT (2.1 M) SOUTH OF THE NEAR RAIL AND 2.0 FT (0.6 M) BELOW THE LEVEL
 ME0575'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1087 ***********************************************************************
 ME1087  DESIGNATION -  D 151
 ME1087  PID         -  ME1087
 ME1087  STATE/COUNTY-  IN/PORTER
 ME1087  COUNTRY     -  US
 ME1087  USGS QUAD   -  CHESTERTON (2019)
 ME1087
 ME1087                         *CURRENT SURVEY CONTROL
 ME1087  ______________________________________________________________________
 ME1087* NAD 83(1986) POSITION- 41 36 40.59   (N) 087 03 09.01   (W)   HD_HELD1
 ME1087* NAVD 88 ORTHO HEIGHT -   196.184 (meters)      643.65  (feet) ADJUSTED
 ME1087  ______________________________________________________________________
 ME1087  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 ME1087  DYNAMIC HEIGHT  -        196.112 (meters)      643.41  (feet) COMP
 ME1087  MODELED GRAVITY -    980,249.5   (mgal)                       NAVD 88
 ME1087
 ME1087  VERT ORDER      -  SECOND    CLASS 0
 ME1087
 ME1087.The horizontal coordinates were determined by differentially corrected
 ME1087.hand held GPS observations or other comparable positioning techniques
 ME1087.and have an estimated accuracy of +/- 3 meters.
 ME1087
 ME1087.The orthometric height was determined by differential leveling and
 ME1087.adjusted by the NATIONAL GEODETIC SURVEY
 ME1087.in June 1991.
 ME1087
 ME1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1087.GEOID18 height accuracy estimate available here.
 ME1087
 ME1087.Click photographs - Photos may exist for this station.
 ME1087
 ME1087.The dynamic height is computed by dividing the NAVD 88
 ME1087.geopotential number by the normal gravity value computed on the
 ME1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1087.degrees latitude (g = 980.6199 gals.).
 ME1087
 ME1087.The modeled gravity was interpolated from observed gravity values.
 ME1087
 ME1087;                    North         East    Units  Estimated Accuracy
 ME1087;SPC IN W     -   706,444.5     902,569.7     MT  (+/- 3 meters HH1 GPS) 
 ME1087
 ME1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9562506619(NAD 83)
 ME1087
 ME1087                          SUPERSEDED SURVEY CONTROL
 ME1087
 ME1087  NGVD 29 (??/??/92)  196.279  (m)          643.96   (f) ADJ UNCH    2 0
 ME1087
 ME1087.Superseded values are not recommended for survey control.
 ME1087
 ME1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1087.See file dsdata.pdf to determine how the superseded data were derived.
 ME1087
 ME1087_MARKER: DB = BENCH MARK DISK
 ME1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1087_STAMPING: D 151 1946
 ME1087_MARK LOGO: CGS
 ME1087_PROJECTION: FLUSH
 ME1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1087+STABILITY: SURFACE MOTION
 ME1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1087+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2024
 ME1087
 ME1087  HISTORY     - Date     Condition        Report By
 ME1087  HISTORY     - 1946     MONUMENTED       CGS
 ME1087  HISTORY     - 1960     GOOD             USACE
 ME1087  HISTORY     - 20090804 GOOD             LFA
 ME1087  HISTORY     - 20140916 GOOD             INDOT
 ME1087  HISTORY     - 20151102 GOOD             INDIV
 ME1087  HISTORY     - 20211117 GOOD             IN-127
 ME1087  HISTORY     - 20240303 GOOD             USPSQD
 ME1087
 ME1087                          STATION DESCRIPTION
 ME1087
 ME1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1087'AT CHESTERTON.
 ME1087'AT CHESTERTON, PORTER COUNTY, ABOUT 1 BLOCK EAST OF THE NEW YORK
 ME1087'CENTRAL RAILROAD STATION, AT THE CROSSING OF STATE HIGHWAY 49,
 ME1087'NEAR THE NORTHEAST CORNER OF THE RAILROAD PARK, ABOUT 90 FEET
 ME1087'NORTHEAST OF THE NORTHEAST CORNER OF THE BAND STAND, 56 FEET
 ME1087'SOUTH OF THE SOUTH RAIL, 34 FEET WEST OF THE CENTER LINE OF THE
 ME1087'HIGHWAY, 2.4 FEET WEST OF THE WEST CURB, 14 FEET SOUTHEAST OF
 ME1087'A 20-INCH OAK TREE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 ME1087'A BRONZE DISK, STAMPED D 151 1946 AND SET IN THE TOP OF A
 ME1087'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME1087
 ME1087                          STATION RECOVERY (1960)
 ME1087
 ME1087'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1960
 ME1087'RECOVERED IN GOOD CONDITION.
 ME1087
 ME1087                          STATION RECOVERY (2009)
 ME1087
 ME1087'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2009 (SST)
 ME1087'AT CHESTERTON, PORTER COUNTY, ABOUT 1 BLOCK EAST OF THE NEW YORK
 ME1087'CENTRAL RAILROAD STATION, AT THE CROSSING OF STATE HIGHWAY 49,
 ME1087'NEAR THE NORTHEAST CORNER OF RAILROAD PARK, ABOUT 160 FEET
 ME1087'NORTHEAST OF THE NORTHEAST CORNER OF THE BAND STAND, 57.1 FEET
 ME1087'SOUTH OF THE SOUTH RAIL, 28.6 FEET WEST OF THE CENTER LINE OF THE
 ME1087'HIGHWAY, 2.0 FEET WEST OF THE WEST BACK OF CURB, 35 FEET
 ME1087'NORTH-NORTHEAST OF A 10-INCH MULBERRY TREE, 61.7 SOUTHWEST OF A RR
 ME1087'SIGNAL ARM MAST, IN LAWN AREA BETWEEN A BRICK WALK AND THE BACK OF
 ME1087'CURB AND ABOUT LEVEL WITH THE HIGHWAY. A BRONZE DISK, STAMPED D 151
 ME1087'1946 AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 ME1087'GROUND.
 ME1087'
 ME1087
 ME1087                          STATION RECOVERY (2014)
 ME1087
 ME1087'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME1087'RECOVERED IN GOOD CONDITION.
 ME1087
 ME1087                          STATION RECOVERY (2015)
 ME1087
 ME1087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (CMS)
 ME1087'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 ME1087'PORTAGE, 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF DUNE ACRES AND 0.6 MI (1.0
 ME1087'KM) EAST OF CHESTERTON.  THE MARK IS LOCATED APPROXIMATELY 18 INCHES
 ME1087'(46 CM) FROM THE WEST CURB OF CALUMET AVENUE AND APPROXIMATELY 50 FT
 ME1087'(15.2 M) SOUTH OF THE SOUTHERN MOST RAIL OF THE NORFOLK SOUTHERN RAIL
 ME1087'LINE.  THE MARK IS SET IN CONCRETE FLUSH WITH THE GROUND AND MAY
 ME1087'BECOME COVERED.
 ME1087
 ME1087                          STATION RECOVERY (2021)
 ME1087
 ME1087'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1087'MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF CENTENNIAL PARK IN
 ME1087'DOWNTOWN CHESTERTON, 225 FT (68.6 M) NORTHWEST FROM THE INTERSECTION
 ME1087'OF BROADWAY AND CALUMET AVENUE (OLD STATE HIGHWAY 49), 18 INCHES (46
 ME1087'CM) FROM THE WEST BACK OF CURB OF CALUMET AVENUE AND APPROXIMATELY 50
 ME1087'FT (15.2 M) SOUTH OF THE SOUTHERN MOST RAIL OF THE NORFOLK SOUTHERN
 ME1087'RAIL LINE, 17.7 FT (5.4 M) SOUTHEAST OF 24 INCH (0.6 M) OAK TREE, 21.2
 ME1087'FT (6.5 M) NORTHEAST OF 24 INCH (0.6 M) PINE TREE.  THE MARK IS SET IN
 ME1087'CONCRETE FLUSH WITH THE GROUND, UNDER THE CANOPY OF TALL PINE TREES.
 ME1087
 ME1087                          STATION RECOVERY (2024)
 ME1087
 ME1087'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0782 ***********************************************************************
 ME0782  DESIGNATION -  D 153
 ME0782  PID         -  ME0782
 ME0782  STATE/COUNTY-  IN/LA PORTE
 ME0782  COUNTRY     -  US
 ME0782  USGS QUAD   -  LAPORTE EAST (2019)
 ME0782
 ME0782                         *CURRENT SURVEY CONTROL
 ME0782  ______________________________________________________________________
 ME0782* NAD 83(1986) POSITION- 41 34 34.     (N) 086 43 47.     (W)   SCALED
 ME0782* NAVD 88 ORTHO HEIGHT -   245.285 (meters)      804.74  (feet) ADJUSTED
 ME0782  ______________________________________________________________________
 ME0782  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME0782  DYNAMIC HEIGHT  -        245.188 (meters)      804.42  (feet) COMP
 ME0782  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME0782
 ME0782  VERT ORDER      -  SECOND    CLASS 0
 ME0782
 ME0782.This mark is at La Porte Airport (3LP)
 ME0782
 ME0782.The horizontal coordinates were scaled from a map and have
 ME0782.an estimated accuracy of +/- 6 seconds.
 ME0782
 ME0782.The orthometric height was determined by differential leveling and
 ME0782.adjusted by the NATIONAL GEODETIC SURVEY
 ME0782.in June 1991.
 ME0782
 ME0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0782.GEOID18 height accuracy estimate available here.
 ME0782
 ME0782.Click photographs - Photos may exist for this station.
 ME0782
 ME0782.The dynamic height is computed by dividing the NAVD 88
 ME0782.geopotential number by the normal gravity value computed on the
 ME0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0782.degrees latitude (g = 980.6199 gals.).
 ME0782
 ME0782.The modeled gravity was interpolated from observed gravity values.
 ME0782
 ME0782;                    North         East    Units  Estimated Accuracy
 ME0782;SPC IN W     -   702,600.      929,490.      MT  (+/- 180 meters Scaled)
 ME0782
 ME0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225027(NAD 83)
 ME0782
 ME0782                          SUPERSEDED SURVEY CONTROL
 ME0782
 ME0782  NGVD 29 (??/??/92)  245.383  (m)          805.06   (f) ADJ UNCH    2 0
 ME0782
 ME0782.Superseded values are not recommended for survey control.
 ME0782
 ME0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0782.See file dsdata.pdf to determine how the superseded data were derived.
 ME0782
 ME0782_MARKER: DB = BENCH MARK DISK
 ME0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0782_STAMPING: D 153 1946
 ME0782_MARK LOGO: CGS
 ME0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0782+STABILITY: SURFACE MOTION
 ME0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0782+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2013
 ME0782
 ME0782  HISTORY     - Date     Condition        Report By
 ME0782  HISTORY     - 1946     MONUMENTED       CGS
 ME0782  HISTORY     - 1977     GOOD             LOCSUR
 ME0782  HISTORY     - 19860730 GOOD             NGS
 ME0782  HISTORY     - 20130322 GOOD             INDOT
 ME0782
 ME0782                          STATION DESCRIPTION
 ME0782
 ME0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0782'2.1 MI S FROM LA PORTE.
 ME0782'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0782'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, THENCE ABOUT 1.7 MILES
 ME0782'SOUTH ALONG FIRST STREET, AT THE ENTRANCE TO LA PORTE CITY
 ME0782'AIRPORT, 50 FEET EAST OF THE NORTHEAST LEG OF THE STEEL AERIAL
 ME0782'BEACON TOWER, 32 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE
 ME0782'DRIVEWAY, 27 FEET WEST OF THE CENTER LINE OF THE STREET, 2.0
 ME0782'FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF THE FENCE, 2 FEET
 ME0782'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET HIGHER
 ME0782'THAN THE STREET.  A BRONZE DISK, STAMPED D 153 1946 AND SET IN
 ME0782'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0782
 ME0782                          STATION RECOVERY (1977)
 ME0782
 ME0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0782'RECOVERED IN GOOD CONDITION.
 ME0782
 ME0782                          STATION RECOVERY (1986)
 ME0782
 ME0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ME0782'RECOVERED IN GOOD CONDITION.
 ME0782
 ME0782                          STATION RECOVERY (2013)
 ME0782
 ME0782'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0509 ***********************************************************************
 ME0509  DESIGNATION -  D 154
 ME0509  PID         -  ME0509
 ME0509  STATE/COUNTY-  IN/LA PORTE
 ME0509  COUNTRY     -  US
 ME0509  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0509
 ME0509                         *CURRENT SURVEY CONTROL
 ME0509  ______________________________________________________________________
 ME0509* NAD 83(1986) POSITION- 41 29 12.     (N) 086 38 23.     (W)   SCALED
 ME0509* NAVD 88 ORTHO HEIGHT -   217.692 (meters)      714.21  (feet) ADJUSTED
 ME0509  ______________________________________________________________________
 ME0509  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0509  DYNAMIC HEIGHT  -        217.606 (meters)      713.93  (feet) COMP
 ME0509  MODELED GRAVITY -    980,224.2   (mgal)                       NAVD 88
 ME0509
 ME0509  VERT ORDER      -  SECOND    CLASS 0
 ME0509
 ME0509.The horizontal coordinates were scaled from a map and have
 ME0509.an estimated accuracy of +/- 6 seconds.
 ME0509
 ME0509.The orthometric height was determined by differential leveling and
 ME0509.adjusted by the NATIONAL GEODETIC SURVEY
 ME0509.in June 1991.
 ME0509
 ME0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0509.GEOID18 height accuracy estimate available here.
 ME0509
 ME0509.Click photographs - Photos may exist for this station.
 ME0509
 ME0509.The dynamic height is computed by dividing the NAVD 88
 ME0509.geopotential number by the normal gravity value computed on the
 ME0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0509.degrees latitude (g = 980.6199 gals.).
 ME0509
 ME0509.The modeled gravity was interpolated from observed gravity values.
 ME0509
 ME0509;                    North         East    Units  Estimated Accuracy
 ME0509;SPC IN W     -   692,700.      937,050.      MT  (+/- 180 meters Scaled)
 ME0509
 ME0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL300928(NAD 83)
 ME0509
 ME0509                          SUPERSEDED SURVEY CONTROL
 ME0509
 ME0509  NGVD 29 (??/??/92)  217.803  (m)          714.58   (f) ADJ UNCH    2 0
 ME0509
 ME0509.Superseded values are not recommended for survey control.
 ME0509
 ME0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0509.See file dsdata.pdf to determine how the superseded data were derived.
 ME0509
 ME0509_MARKER: DB = BENCH MARK DISK
 ME0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0509_STAMPING: D 154 1946
 ME0509_MARK LOGO: CGS
 ME0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0509+STABILITY: SURFACE MOTION
 ME0509
 ME0509  HISTORY     - Date     Condition        Report By
 ME0509  HISTORY     - 1946     MONUMENTED       CGS
 ME0509
 ME0509                          STATION DESCRIPTION
 ME0509
 ME0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0509'6 MI SW FROM STILLWELL.
 ME0509'ABOUT 6.0 MILES SOUTHWEST ALONG COUNTY ROADS FROM THE GRAND TRUNK
 ME0509'WESTERN RAILROAD STATION AT STILLWELL, AT GATE 5 ENTRANCE TO
 ME0509'KINGSBURY ORDNANCE PLANT GROUNDS, ABOUT 94 YARDS NORTH OF
 ME0509'KINGSBURY STATION ON THE BALTIMORE AND OHIO RAILROAD, 35.5 FEET
 ME0509'EAST OF THE CENTER LINE OF THE PAVED ENTRANCE ROAD, 65 FEET WEST
 ME0509'OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST
 ME0509'OF A WHITE WOODEN WITNESS POST AND ABOUT 0.5 FOOT ABOVE THE LEVEL
 ME0509'OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 ME0509'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0814 ***********************************************************************
 ME0814  DESIGNATION -  D 155
 ME0814  PID         -  ME0814
 ME0814  STATE/COUNTY-  IN/LA PORTE
 ME0814  COUNTRY     -  US
 ME0814  USGS QUAD   -  LAPORTE EAST (2019)
 ME0814
 ME0814                         *CURRENT SURVEY CONTROL
 ME0814  ______________________________________________________________________
 ME0814* NAD 83(1986) POSITION- 41 36 30.6    (N) 086 43 03.5    (W)   HD_HELD2
 ME0814* NAVD 88 ORTHO HEIGHT -   245.755 (meters)      806.28  (feet) ADJUSTED
 ME0814  ______________________________________________________________________
 ME0814  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 ME0814  DYNAMIC HEIGHT  -        245.659 (meters)      805.97  (feet) COMP
 ME0814  MODELED GRAVITY -    980,226.7   (mgal)                       NAVD 88
 ME0814
 ME0814  VERT ORDER      -  SECOND    CLASS 0
 ME0814
 ME0814.The horizontal coordinates were established by autonomous hand held GPS
 ME0814.observations and have an estimated accuracy of +/- 10 meters.
 ME0814
 ME0814.The orthometric height was determined by differential leveling and
 ME0814.adjusted by the NATIONAL GEODETIC SURVEY
 ME0814.in June 1991.
 ME0814
 ME0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0814.GEOID18 height accuracy estimate available here.
 ME0814
 ME0814.Click photographs - Photos may exist for this station.
 ME0814
 ME0814.The dynamic height is computed by dividing the NAVD 88
 ME0814.geopotential number by the normal gravity value computed on the
 ME0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0814.degrees latitude (g = 980.6199 gals.).
 ME0814
 ME0814.The modeled gravity was interpolated from observed gravity values.
 ME0814
 ME0814;                    North         East    Units  Estimated Accuracy
 ME0814;SPC IN W     -   706,200.      930,482.      MT  (+/- 10 meters HH2 GPS)
 ME0814
 ME0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2352706348(NAD 83)
 ME0814
 ME0814                          SUPERSEDED SURVEY CONTROL
 ME0814
 ME0814  NGVD 29 (??/??/92)  245.856  (m)          806.61   (f) ADJ UNCH    2 0
 ME0814
 ME0814.Superseded values are not recommended for survey control.
 ME0814
 ME0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0814.See file dsdata.pdf to determine how the superseded data were derived.
 ME0814
 ME0814_MARKER: DB = BENCH MARK DISK
 ME0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0814_SP_SET: BUILDING
 ME0814_STAMPING: D 155 1946
 ME0814_MARK LOGO: CGS
 ME0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0814+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 ME0814
 ME0814  HISTORY     - Date     Condition        Report By
 ME0814  HISTORY     - 1946     MONUMENTED       CGS
 ME0814  HISTORY     - 20130322 GOOD             INDOT
 ME0814  HISTORY     - 20230228 GOOD             LFA
 ME0814
 ME0814                          STATION DESCRIPTION
 ME0814
 ME0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0814'AT LA PORTE.
 ME0814'AT LA PORTE, ABOUT 0.3 MILE SOUTHEAST OF THE COURT HOUSE ALONG
 ME0814'STATE HIGHWAY 4, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 ME0814'BRICK WALL OF ST. PETERS PAROCHIAL SCHOOL, 3.2 FEET SOUTHEAST
 ME0814'OF THE NORTH CORNER OF THE BUILDING.  NOTE-- THE BUILDING IS
 ME0814'1104 SOUTH MONROE STREET.
 ME0814
 ME0814                          STATION RECOVERY (2013)
 ME0814
 ME0814'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0814'RECOVERED IN GOOD CONDITION.
 ME0814
 ME0814                          STATION RECOVERY (2023)
 ME0814
 ME0814'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 ME0814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1387 ***********************************************************************
 ME1387  DESIGNATION -  D 156
 ME1387  PID         -  ME1387
 ME1387  STATE/COUNTY-  IN/JASPER
 ME1387  COUNTRY     -  US
 ME1387  USGS QUAD   -  WHEATFIELD (2019)
 ME1387
 ME1387                         *CURRENT SURVEY CONTROL
 ME1387  ______________________________________________________________________
 ME1387* NAD 83(1986) POSITION- 41 11 14.     (N) 087 02 42.     (W)   SCALED
 ME1387* NAVD 88 ORTHO HEIGHT -   203.477 (meters)      667.57  (feet) ADJUSTED
 ME1387  ______________________________________________________________________
 ME1387  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 ME1387  DYNAMIC HEIGHT  -        203.391 (meters)      667.29  (feet) COMP
 ME1387  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 ME1387
 ME1387  VERT ORDER      -  SECOND    CLASS 0
 ME1387
 ME1387.The horizontal coordinates were scaled from a map and have
 ME1387.an estimated accuracy of +/- 6 seconds.
 ME1387
 ME1387.The orthometric height was determined by differential leveling and
 ME1387.adjusted by the NATIONAL GEODETIC SURVEY
 ME1387.in June 1991.
 ME1387
 ME1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1387.GEOID18 height accuracy estimate available here.
 ME1387
 ME1387.Click photographs - Photos may exist for this station.
 ME1387
 ME1387.The dynamic height is computed by dividing the NAVD 88
 ME1387.geopotential number by the normal gravity value computed on the
 ME1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1387.degrees latitude (g = 980.6199 gals.).
 ME1387
 ME1387.The modeled gravity was interpolated from observed gravity values.
 ME1387
 ME1387;                    North         East    Units  Estimated Accuracy
 ME1387;SPC IN W     -   659,350.      903,220.      MT  (+/- 180 meters Scaled)
 ME1387
 ME1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962595(NAD 83)
 ME1387
 ME1387                          SUPERSEDED SURVEY CONTROL
 ME1387
 ME1387  NGVD 29 (??/??/92)  203.570  (m)          667.88   (f) ADJ UNCH    2 0
 ME1387
 ME1387.Superseded values are not recommended for survey control.
 ME1387
 ME1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1387.See file dsdata.pdf to determine how the superseded data were derived.
 ME1387
 ME1387_MARKER: DB = BENCH MARK DISK
 ME1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1387_STAMPING: D 156 1946
 ME1387_MARK LOGO: CGS
 ME1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1387+STABILITY: SURFACE MOTION
 ME1387
 ME1387  HISTORY     - Date     Condition        Report By
 ME1387  HISTORY     - 1946     MONUMENTED       CGS
 ME1387  HISTORY     - 1968     GOOD             CGS
 ME1387  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1387  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1387
 ME1387                          STATION DESCRIPTION
 ME1387
 ME1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1387'1 MI S FROM WHEATFIELD.
 ME1387'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1387'CENTRAL RAILROAD STATION AT WHEATFIELD, AT THE INTERSECTION WITH
 ME1387'STATE HIGHWAY 10, 154 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 ME1387'10, 49 FEET EAST OF THE CENTER LINE OF HIGHWAY 49, 12 FEET
 ME1387'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, ABOUT
 ME1387'LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 ME1387'POST PROJECTING ABOUT 4 INCHES.  METAL WITNESS POST SET 1 FOOT
 ME1387'NE OF THE MARK.
 ME1387
 ME1387                          STATION RECOVERY (1968)
 ME1387
 ME1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1387'RECOVERED IN GOOD CONDITION.
 ME1387
 ME1387                          STATION RECOVERY (1989)
 ME1387
 ME1387'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1387'MARK NOT FOUND.
 ME1387
 ME1387                          STATION RECOVERY (2012)
 ME1387
 ME1387'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1385 ***********************************************************************
 ME1385  DESIGNATION -  D 157
 ME1385  PID         -  ME1385
 ME1385  STATE/COUNTY-  IN/JASPER
 ME1385  COUNTRY     -  US
 ME1385  USGS QUAD   -  PARR (2019)
 ME1385
 ME1385                         *CURRENT SURVEY CONTROL
 ME1385  ______________________________________________________________________
 ME1385* NAD 83(1986) POSITION- 41 03 21.     (N) 087 10 49.     (W)   SCALED
 ME1385* NAVD 88 ORTHO HEIGHT -   208.773 (meters)      684.95  (feet) ADJUSTED
 ME1385  ______________________________________________________________________
 ME1385  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 ME1385  DYNAMIC HEIGHT  -        208.684 (meters)      684.66  (feet) COMP
 ME1385  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 ME1385
 ME1385  VERT ORDER      -  SECOND    CLASS 0
 ME1385
 ME1385.The horizontal coordinates were scaled from a map and have
 ME1385.an estimated accuracy of +/- 6 seconds.
 ME1385
 ME1385.The orthometric height was determined by differential leveling and
 ME1385.adjusted by the NATIONAL GEODETIC SURVEY
 ME1385.in June 1991.
 ME1385
 ME1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1385.GEOID18 height accuracy estimate available here.
 ME1385
 ME1385.Click photographs - Photos may exist for this station.
 ME1385
 ME1385.The dynamic height is computed by dividing the NAVD 88
 ME1385.geopotential number by the normal gravity value computed on the
 ME1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1385.degrees latitude (g = 980.6199 gals.).
 ME1385
 ME1385.The modeled gravity was interpolated from observed gravity values.
 ME1385
 ME1385;                    North         East    Units  Estimated Accuracy
 ME1385;SPC IN W     -   644,760.      891,850.      MT  (+/- 180 meters Scaled)
 ME1385
 ME1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848449(NAD 83)
 ME1385
 ME1385                          SUPERSEDED SURVEY CONTROL
 ME1385
 ME1385  NGVD 29 (??/??/92)  208.860  (m)          685.23   (f) ADJ UNCH    2 0
 ME1385
 ME1385.Superseded values are not recommended for survey control.
 ME1385
 ME1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1385.See file dsdata.pdf to determine how the superseded data were derived.
 ME1385
 ME1385_MARKER: DB = BENCH MARK DISK
 ME1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1385_STAMPING: D 157 1946
 ME1385_MARK LOGO: CGS
 ME1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1385+STABILITY: SURFACE MOTION
 ME1385
 ME1385  HISTORY     - Date     Condition        Report By
 ME1385  HISTORY     - 1946     MONUMENTED       CGS
 ME1385  HISTORY     - 1968     GOOD             CGS
 ME1385  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1385
 ME1385                          STATION DESCRIPTION
 ME1385
 ME1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1385'4 MI S FROM VIRGIE.
 ME1385'ABOUT 4.0 MILES SOUTH ALONG A PAVED ROAD 700 W FROM THE CROSS
 ME1385'ROADS AT VIRGIE, 0.3 MILE NORTH OF ST. JOHN LUTHERAN CHURCH AND
 ME1385'CEMETERY, AT A CROSS ROAD, 18 FEET SOUTH OF THE CENTER LINE OF
 ME1385'THE ROAD LEADING WEST 300 N, 42 FEET WEST OF THE CENTER LINE
 ME1385'OF THE NORTH-SOUTH ROAD, 21 FEET WEST OF A CONCRETE FENCE POST,
 ME1385'1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET
 ME1385'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  METAL WITNESS
 ME1385'POST SET 1 FOOT E OF MARK.
 ME1385
 ME1385                          STATION RECOVERY (1968)
 ME1385
 ME1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1385'RECOVERED IN GOOD CONDITION.
 ME1385
 ME1385                          STATION RECOVERY (2012)
 ME1385
 ME1385'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1128 ***********************************************************************
 MD1128  DESIGNATION -  D 158
 MD1128  PID         -  MD1128
 MD1128  STATE/COUNTY-  IN/KOSCIUSKO
 MD1128  COUNTRY     -  US
 MD1128  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1128
 MD1128                         *CURRENT SURVEY CONTROL
 MD1128  ______________________________________________________________________
 MD1128* NAD 83(1997) POSITION- 41 18 32.10334(N) 085 41 26.89696(W)   ADJUSTED
 MD1128* NAD 83(1997) ELLIP HT-   233.527 (meters)        (05/25/99)   ADJUSTED
 MD1128* NAVD 88 ORTHO HEIGHT -   266.850 (meters)      875.49  (feet) ADJUSTED
 MD1128  ______________________________________________________________________
 MD1128  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 MD1128  NAD 83(1997) X  -    360,529.985 (meters)                     COMP
 MD1128  NAD 83(1997) Y  - -4,784,624.981 (meters)                     COMP
 MD1128  NAD 83(1997) Z  -  4,188,408.699 (meters)                     COMP
 MD1128  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 MD1128  DYNAMIC HEIGHT  -        266.738 (meters)      875.12  (feet) COMP
 MD1128  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 MD1128
 MD1128  HORZ ORDER      -  SECOND
 MD1128  VERT ORDER      -  SECOND    CLASS 0
 MD1128  ELLP ORDER      -  FOURTH    CLASS I
 MD1128
 MD1128.The horizontal coordinates were established by classical geodetic methods
 MD1128.and adjusted by the National Geodetic Survey in May 1999.
 MD1128
 MD1128.The orthometric height was determined by differential leveling and
 MD1128.adjusted by the NATIONAL GEODETIC SURVEY
 MD1128.in June 1991.
 MD1128
 MD1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1128.GEOID18 height accuracy estimate available here.
 MD1128
 MD1128.Click photographs - Photos may exist for this station.
 MD1128
 MD1128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1128
 MD1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1128
 MD1128.The ellipsoidal height was determined by GPS observations
 MD1128.and is referenced to NAD 83.
 MD1128
 MD1128.The dynamic height is computed by dividing the NAVD 88
 MD1128.geopotential number by the normal gravity value computed on the
 MD1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1128.degrees latitude (g = 980.6199 gals.).
 MD1128
 MD1128.The modeled gravity was interpolated from observed gravity values.
 MD1128
 MD1128. The following values were computed from the NAD 83(1997) position.
 MD1128
 MD1128;                    North         East     Units Scale Factor Converg.
 MD1128;SPC IN E     -   672,864.763    97,978.720   MT  0.99996672   -0 00 57.4
 MD1128;SPC IN E     - 2,207,557.14    321,451.85   sFT  0.99996672   -0 00 57.4
 MD1128;UTM  16      - 4,573,877.355   609,590.892   MT  0.99974781   +0 51 51.5
 MD1128
 MD1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1128!SPC IN E     -   0.99996337  x   0.99996672  =   0.99993009
 MD1128!UTM  16      -   0.99996337  x   0.99974781  =   0.99971119
 MD1128
 MD1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0959073877(NAD 83)
 MD1128
 MD1128                          SUPERSEDED SURVEY CONTROL
 MD1128
 MD1128  NAD 83(1995)-  41 18 32.10567(N)    085 41 26.90633(W) AD(       ) 2
 MD1128  NAD 83(1986)-  41 18 32.10746(N)    085 41 26.90768(W) AD(       ) 2
 MD1128  NAD 27      -  41 18 31.93813(N)    085 41 26.96372(W) AD(       ) 2
 MD1128  NGVD 29 (??/??/92)  266.976  (m)          875.90   (f) ADJ UNCH    2 0
 MD1128  NGVD 29             266.98   (m)          875.9    (f) LEVELING    3  
 MD1128
 MD1128.Superseded values are not recommended for survey control.
 MD1128
 MD1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1128.See file dsdata.pdf to determine how the superseded data were derived.
 MD1128
 MD1128_MARKER: DB = BENCH MARK DISK
 MD1128_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1128_STAMPING: D 158 1946
 MD1128_MARK LOGO: CGS
 MD1128_PROJECTION: FLUSH
 MD1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1128+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 MD1128
 MD1128  HISTORY     - Date     Condition        Report By
 MD1128  HISTORY     - 1946     MONUMENTED       CGS
 MD1128  HISTORY     - 1946     GOOD             CGS
 MD1128  HISTORY     - 1969     GOOD             INHD
 MD1128  HISTORY     - 1983     GOOD             NGS
 MD1128  HISTORY     - 19880720 GOOD             NGS
 MD1128  HISTORY     - 19970619 GOOD             USPSQD
 MD1128  HISTORY     - 20020315 GOOD             WOOLPT
 MD1128
 MD1128                          STATION DESCRIPTION
 MD1128
 MD1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1128'THIS IS A TRAVERSE STATION.
 MD1128'
 MD1128'STATION IS LOCATED ABOUT 12 MILES NORTH OF COLUMBIA CITY ON STATE
 MD1128'HIGHWAY 13.  IT IS 62 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 MD1128'HIGHWAY 13, 24 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 1
 MD1128'FOOT WEST OF A FENCELINE.  THE MARK IS A 4 BY 4 CONCRETE POST FLUSH
 MD1128'WITH THE GROUND AND HAS A STANDARD USC AND GS BRONZE DISK STAMPED D
 MD1128'158 1946.
 MD1128'
 MD1128'A TRAVERSE CONNECTION WAS MADE TO THE TRIANGULATION STATION WEBSTER
 MD1128'AND THE DISTANCE WAS FOUND TO BE 17.261 METERS.
 MD1128'
 MD1128'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURT HOUSE IN
 MD1128'COLUMBIA CITY GO WEST ON U.S. HIGHWAY 30 FOR 10.7 MILES TO JUNCTION OF
 MD1128'STATE HIGHWAY 13 AND U.S. HIGHWAY 30, TURN RIGHT ON STATE HIGHWAY 13
 MD1128'AND GO 8.3 MILES TO A JUNCTION OF STATE HIGHWAY 13 AND A PAVED ROAD
 MD1128'AND STATION IN THE NORTHEAST ANGLE.
 MD1128
 MD1128                          STATION RECOVERY (1946)
 MD1128
 MD1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD1128'1.2 MI S FROM NORTH WEBSTER.
 MD1128'1.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1128'NORTH WEBSTER, AT A PAVED CROSS ROAD, 66 FEET EAST OF THE CENTER
 MD1128'LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 MD1128'MARKER, 25 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST PAVED
 MD1128'ROAD, 10.3 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 1
 MD1128'FOOT SOUTHWEST OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND
 MD1128'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1128
 MD1128                          STATION RECOVERY (1969)
 MD1128
 MD1128'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1128'RECOVERED IN GOOD CONDITION.
 MD1128
 MD1128                          STATION RECOVERY (1983)
 MD1128
 MD1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MD1128'RECOVERED IN GOOD CONDITION.
 MD1128
 MD1128                          STATION RECOVERY (1988)
 MD1128
 MD1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MD1128'THE STATION IS LOCATED ABOUT 33.8 KM (21.00 MI) SOUTHEAST OF NAPPANEE,
 MD1128'19.3 KM (12.00 MI) NORTHEAST OF WARSAW, 2.2 KM (1.35 MI) SOUTH OF
 MD1128'NORTH WEBSTER AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA
 MD1128'DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE
 MD1128'OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 MD1128'
 MD1128'TO REACH THE STATION FROM THE NORTH WEBSTER FIRE DEPARTMENT AND POLICE
 MD1128'STATION IN NORTH WEBSTER, GO SOUTH ON STATE HIGHWAY 13 FOR 2.17 KM
 MD1128'(1.35 MI) TO THE JUNCTION OF COUNTY ROAD 500N AND THE STATION SET IN
 MD1128'THE NORTHEAST QUADRANT OF THIS INTERSECTION.
 MD1128'
 MD1128'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 158 1946---,
 MD1128'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 20.27 M
 MD1128'(66.5 FT) EAST FROM CENTER OF STATE HIGHWAY 13, 7.32 M (24.0 FT) NORTH
 MD1128'FROM CENTER OF COUNTY ROAD 500N AND 0.31 M (1.0 FT) SOUTHWEST FROM A
 MD1128'METAL WITNESS POST.  GPS SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY
 MD1128'D.L. ADAMS.
 MD1128
 MD1128                          STATION RECOVERY (1997)
 MD1128
 MD1128'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1128'RECOVERED IN GOOD CONDITION.
 MD1128
 MD1128                          STATION RECOVERY (2002)
 MD1128
 MD1128'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (RMC)
 MD1128'DUE TO THE PLACEMENT OF LARGE BILLBOARDS TO THE NORTH THE STATION IS
 MD1128'NO LONGER IDEAL FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1074 ***********************************************************************
 MD1074  DESIGNATION -  D 159
 MD1074  PID         -  MD1074
 MD1074  STATE/COUNTY-  IN/NOBLE
 MD1074  COUNTRY     -  US
 MD1074  USGS QUAD   -  LIGONIER (2019)
 MD1074
 MD1074                         *CURRENT SURVEY CONTROL
 MD1074  ______________________________________________________________________
 MD1074* NAD 83(1986) POSITION- 41 27 50.     (N) 085 34 03.     (W)   SCALED
 MD1074* NAVD 88 ORTHO HEIGHT -   272.392 (meters)      893.67  (feet) ADJUSTED
 MD1074  ______________________________________________________________________
 MD1074  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 MD1074  DYNAMIC HEIGHT  -        272.279 (meters)      893.30  (feet) COMP
 MD1074  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 MD1074
 MD1074  VERT ORDER      -  SECOND    CLASS 0
 MD1074
 MD1074.The horizontal coordinates were scaled from a map and have
 MD1074.an estimated accuracy of +/- 6 seconds.
 MD1074
 MD1074.The orthometric height was determined by differential leveling and
 MD1074.adjusted by the NATIONAL GEODETIC SURVEY
 MD1074.in June 1991.
 MD1074
 MD1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1074.GEOID18 height accuracy estimate available here.
 MD1074
 MD1074.Click photographs - Photos may exist for this station.
 MD1074
 MD1074.The dynamic height is computed by dividing the NAVD 88
 MD1074.geopotential number by the normal gravity value computed on the
 MD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1074.degrees latitude (g = 980.6199 gals.).
 MD1074
 MD1074.The modeled gravity was interpolated from observed gravity values.
 MD1074
 MD1074;                    North         East    Units  Estimated Accuracy
 MD1074;SPC IN E     -   690,080.      108,280.      MT  (+/- 180 meters Scaled)
 MD1074
 MD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196912(NAD 83)
 MD1074
 MD1074                          SUPERSEDED SURVEY CONTROL
 MD1074
 MD1074  NGVD 29 (??/??/92)  272.520  (m)          894.09   (f) ADJ UNCH    2 0
 MD1074
 MD1074.Superseded values are not recommended for survey control.
 MD1074
 MD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1074.See file dsdata.pdf to determine how the superseded data were derived.
 MD1074
 MD1074_MARKER: DB = BENCH MARK DISK
 MD1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1074_STAMPING: D 159 1946
 MD1074_MARK LOGO: CGS
 MD1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1074+STABILITY: SURFACE MOTION
 MD1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1074+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 MD1074
 MD1074  HISTORY     - Date     Condition        Report By
 MD1074  HISTORY     - 1946     MONUMENTED       CGS
 MD1074  HISTORY     - 1961     GOOD             CGS
 MD1074  HISTORY     - 20060712 GOOD             INDIV
 MD1074  HISTORY     - 20110706 GOOD             INDIV
 MD1074
 MD1074                          STATION DESCRIPTION
 MD1074
 MD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1074'1 MI E FROM LIGONIER.
 MD1074'ABOUT 1.05 MILES E ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1074'STATION IN LIGONIER, AT A PUBLIC-ROAD WOODEN BRIDGE OVER THE
 MD1074'RAILROAD, 169 FEET (SLOPE) FROM BRIDGE FLOOR DIRECTLY OVER S
 MD1074'RAIL OF DOUBLE TRACKS S TO THE MARK, 127 FEET (SLOPE) S OF SW
 MD1074'CORNER OF BRIDGE FLOOR, 19 FEET W OF CENTER LINE OF GRAVEL ROAD,
 MD1074'1.6 FEET LOWER THAN SAME, 1.5 FEET S OF STEEL WITNESS POST, AND
 MD1074'PROJECTING 0.2 FOOT ABOVE GROUND, 1.5 FEET E OF WIRE FENCE.
 MD1074
 MD1074                          STATION RECOVERY (2006)
 MD1074
 MD1074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD1074'BRIDGE OVER RAILROAD IS GONE.  MARK IS IN A COPSE OF SMALL THORN
 MD1074'TREES, WITNESS POST STILL THERE.
 MD1074
 MD1074                          STATION RECOVERY (2011)
 MD1074
 MD1074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 MD1074'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1223 ***********************************************************************
 LB1223  DESIGNATION -  D 16
 LB1223  PID         -  LB1223
 LB1223  STATE/COUNTY-  IN/BENTON
 LB1223  COUNTRY     -  US
 LB1223  USGS QUAD   -  BOSWELL (2019)
 LB1223
 LB1223                         *CURRENT SURVEY CONTROL
 LB1223  ______________________________________________________________________
 LB1223* NAD 83(1986) POSITION- 40 30 04.     (N) 087 28 16.     (W)   SCALED
 LB1223* NAVD 88 ORTHO HEIGHT -   226.850 (meters)      744.26  (feet) ADJUSTED
 LB1223  ______________________________________________________________________
 LB1223  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 LB1223  DYNAMIC HEIGHT  -        226.739 (meters)      743.89  (feet) COMP
 LB1223  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB1223
 LB1223  VERT ORDER      -  FIRST     CLASS II
 LB1223
 LB1223.The horizontal coordinates were scaled from a map and have
 LB1223.an estimated accuracy of +/- 6 seconds.
 LB1223
 LB1223.The orthometric height was determined by differential leveling and
 LB1223.adjusted by the NATIONAL GEODETIC SURVEY
 LB1223.in June 1991.
 LB1223
 LB1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1223.GEOID18 height accuracy estimate available here.
 LB1223
 LB1223.Click photographs - Photos may exist for this station.
 LB1223
 LB1223.The dynamic height is computed by dividing the NAVD 88
 LB1223.geopotential number by the normal gravity value computed on the
 LB1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1223.degrees latitude (g = 980.6199 gals.).
 LB1223
 LB1223.The modeled gravity was interpolated from observed gravity values.
 LB1223
 LB1223;                    North         East    Units  Estimated Accuracy
 LB1223;SPC IN W     -   583,230.      867,130.      MT  (+/- 180 meters Scaled)
 LB1223
 LB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600834(NAD 83)
 LB1223
 LB1223                          SUPERSEDED SURVEY CONTROL
 LB1223
 LB1223  NGVD 29 (??/??/92)  226.892  (m)          744.39   (f) ADJ UNCH    1 2
 LB1223
 LB1223.Superseded values are not recommended for survey control.
 LB1223
 LB1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1223.See file dsdata.pdf to determine how the superseded data were derived.
 LB1223
 LB1223_MARKER: DB = BENCH MARK DISK
 LB1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1223_STAMPING: D 16 1934
 LB1223_MARK LOGO: CGS
 LB1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1223+STABILITY: SURFACE MOTION
 LB1223
 LB1223  HISTORY     - Date     Condition        Report By
 LB1223  HISTORY     - 1934     MONUMENTED       CGS
 LB1223  HISTORY     - 1935     GOOD             CGS
 LB1223
 LB1223                          STATION DESCRIPTION
 LB1223
 LB1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1223'AT HANDY.
 LB1223'AT HANDY, BENTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 65
 LB1223'FEET NORTH OF THE STATION, AT THE CROSSING OF THE NEW YORK,
 LB1223'CHICAGO AND ST. LOUIS RAILROAD, 155 FEET NORTH OF A SIGNAL TOWER,
 LB1223'115 FEET NORTH OF THE NORTH RAIL OF THE N.Y.C. AND ST. L.R.R.
 LB1223'TRACK, 46 FEET WEST OF THE WEST RAIL OF THE N.Y.C.R.R. MAIN TRACK,
 LB1223'AND 3.5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 16
 LB1223'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1066 ***********************************************************************
 MD1066  DESIGNATION -  D 160
 MD1066  PID         -  MD1066
 MD1066  STATE/COUNTY-  IN/ELKHART
 MD1066  COUNTRY     -  US
 MD1066  USGS QUAD   -  MILFORD (2019)
 MD1066
 MD1066                         *CURRENT SURVEY CONTROL
 MD1066  ______________________________________________________________________
 MD1066* NAD 83(1986) POSITION- 41 27 30.     (N) 085 50 31.     (W)   SCALED
 MD1066* NAVD 88 ORTHO HEIGHT -   248.917 (meters)      816.66  (feet) ADJUSTED
 MD1066  ______________________________________________________________________
 MD1066  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 MD1066  DYNAMIC HEIGHT  -        248.820 (meters)      816.34  (feet) COMP
 MD1066  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD1066
 MD1066  VERT ORDER      -  FIRST     CLASS II
 MD1066
 MD1066.The horizontal coordinates were scaled from a map and have
 MD1066.an estimated accuracy of +/- 6 seconds.
 MD1066
 MD1066.The orthometric height was determined by differential leveling and
 MD1066.adjusted by the NATIONAL GEODETIC SURVEY
 MD1066.in June 1991.
 MD1066
 MD1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1066.GEOID18 height accuracy estimate available here.
 MD1066
 MD1066.Click photographs - Photos may exist for this station.
 MD1066
 MD1066.The dynamic height is computed by dividing the NAVD 88
 MD1066.geopotential number by the normal gravity value computed on the
 MD1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1066.degrees latitude (g = 980.6199 gals.).
 MD1066
 MD1066.The modeled gravity was interpolated from observed gravity values.
 MD1066
 MD1066;                    North         East    Units  Estimated Accuracy
 MD1066;SPC IN E     -   689,470.       85,360.      MT  (+/- 180 meters Scaled)
 MD1066
 MD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967902(NAD 83)
 MD1066
 MD1066                          SUPERSEDED SURVEY CONTROL
 MD1066
 MD1066  NGVD 29 (??/??/92)  249.048  (m)          817.09   (f) ADJ UNCH    1 2
 MD1066
 MD1066.Superseded values are not recommended for survey control.
 MD1066
 MD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1066.See file dsdata.pdf to determine how the superseded data were derived.
 MD1066
 MD1066_MARKER: DB = BENCH MARK DISK
 MD1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1066_SP_SET: ABUTMENT
 MD1066_STAMPING: D 160 1946
 MD1066_MARK LOGO: CGS
 MD1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1066
 MD1066  HISTORY     - Date     Condition        Report By
 MD1066  HISTORY     - 1946     MONUMENTED       CGS
 MD1066  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1066
 MD1066                          STATION DESCRIPTION
 MD1066
 MD1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1066'3.2 MI N FROM MILFORD.
 MD1066'3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1066'STATION AT MILFORD, ABOUT 0.6 MILE NORTH OF THE CROSSING OF U.S.
 MD1066'HIGHWAY 6, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT
 MD1066'OF HIGHWAY 15 BRIDGE OPPOSITE RAILROAD TRESTLE NO. 131, 87 FEET
 MD1066'WEST OF THE WEST RAIL, 14 FEET EAST OF THE CENTER LINE OF STATE
 MD1066'HIGHWAY 15, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A DRILL
 MD1066'HOLE.  NOTE-- MARK IS ABOUT 2.9 MILES SOUTH OF THE STATION AT
 MD1066'NEW PARIS.
 MD1066
 MD1066                          STATION RECOVERY (1993)
 MD1066
 MD1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1066'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1165 ***********************************************************************
 MD1165  DESIGNATION -  D 161
 MD1165  PID         -  MD1165
 MD1165  STATE/COUNTY-  IN/NOBLE
 MD1165  COUNTRY     -  US
 MD1165  USGS QUAD   -  ORMAS (2019)
 MD1165
 MD1165                         *CURRENT SURVEY CONTROL
 MD1165  ______________________________________________________________________
 MD1165* NAD 83(1986) POSITION- 41 20 19.     (N) 085 32 44.     (W)   SCALED
 MD1165* NAVD 88 ORTHO HEIGHT -   290.135 (meters)      951.88  (feet) ADJUSTED
 MD1165  ______________________________________________________________________
 MD1165  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 MD1165  DYNAMIC HEIGHT  -        290.015 (meters)      951.49  (feet) COMP
 MD1165  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 MD1165
 MD1165  VERT ORDER      -  SECOND    CLASS 0
 MD1165
 MD1165.The horizontal coordinates were scaled from a map and have
 MD1165.an estimated accuracy of +/- 6 seconds.
 MD1165
 MD1165.The orthometric height was determined by differential leveling and
 MD1165.adjusted by the NATIONAL GEODETIC SURVEY
 MD1165.in June 1991.
 MD1165
 MD1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1165.GEOID18 height accuracy estimate available here.
 MD1165
 MD1165.Click photographs - Photos may exist for this station.
 MD1165
 MD1165.The dynamic height is computed by dividing the NAVD 88
 MD1165.geopotential number by the normal gravity value computed on the
 MD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1165.degrees latitude (g = 980.6199 gals.).
 MD1165
 MD1165.The modeled gravity was interpolated from observed gravity values.
 MD1165
 MD1165;                    North         East    Units  Estimated Accuracy
 MD1165;SPC IN E     -   676,170.      110,140.      MT  (+/- 180 meters Scaled)
 MD1165
 MD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL216773(NAD 83)
 MD1165
 MD1165                          SUPERSEDED SURVEY CONTROL
 MD1165
 MD1165  NGVD 29 (??/??/92)  290.266  (m)          952.31   (f) ADJ UNCH    2 0
 MD1165
 MD1165.Superseded values are not recommended for survey control.
 MD1165
 MD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1165.See file dsdata.pdf to determine how the superseded data were derived.
 MD1165
 MD1165_MARKER: DB = BENCH MARK DISK
 MD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1165_STAMPING: D 161 1946
 MD1165_MARK LOGO: CGS
 MD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1165+STABILITY: SURFACE MOTION
 MD1165
 MD1165  HISTORY     - Date     Condition        Report By
 MD1165  HISTORY     - 1946     MONUMENTED       CGS
 MD1165  HISTORY     - 1961     GOOD             CGS
 MD1165
 MD1165                          STATION DESCRIPTION
 MD1165
 MD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1165'4.4 MI S FROM KIMMELL.
 MD1165'ABOUT 1.1 MILES SOUTHERLY ALONG NO. 33 U.S. HIGHWAY FROM
 MD1165'BRIDGE OVER R.R. ON W EDGE OF KIMMELL, THENCE S FOR 3.3 MILES
 MD1165'ON ASPHALT COUNTY ROAD TO CROSSROADS AND THE MARK ON THE RIGHT,
 MD1165'84 FEET N OF CENTER LINE OF NO. 100 S ASPHALT COUNTY ROAD, 62
 MD1165'FEET N OF A FENCE CORNER, 18 FEET W OF CENTER LINE OF NO. 650 W
 MD1165'PAVED COUNTY ROAD, 0.2 FOOT LOWER THAN SAME, 1.5 FEET S OF STEEL
 MD1165'WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1076 ***********************************************************************
 MD1076  DESIGNATION -  D 162
 MD1076  PID         -  MD1076
 MD1076  STATE/COUNTY-  IN/NOBLE
 MD1076  COUNTRY     -  US
 MD1076  USGS QUAD   -  LIGONIER (2019)
 MD1076
 MD1076                         *CURRENT SURVEY CONTROL
 MD1076  ______________________________________________________________________
 MD1076* NAD 83(1986) POSITION- 41 27 43.     (N) 085 31 50.     (W)   SCALED
 MD1076* NAVD 88 ORTHO HEIGHT -   269.159 (meters)      883.07  (feet) ADJUSTED
 MD1076  ______________________________________________________________________
 MD1076  GEOID HEIGHT    -        -33.340 (meters)                     GEOID18
 MD1076  DYNAMIC HEIGHT  -        269.047 (meters)      882.70  (feet) COMP
 MD1076  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 MD1076
 MD1076  VERT ORDER      -  SECOND    CLASS 0
 MD1076
 MD1076.The horizontal coordinates were scaled from a map and have
 MD1076.an estimated accuracy of +/- 6 seconds.
 MD1076
 MD1076.The orthometric height was determined by differential leveling and
 MD1076.adjusted by the NATIONAL GEODETIC SURVEY
 MD1076.in June 1991.
 MD1076
 MD1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1076.GEOID18 height accuracy estimate available here.
 MD1076
 MD1076.Click photographs - Photos may exist for this station.
 MD1076
 MD1076.The dynamic height is computed by dividing the NAVD 88
 MD1076.geopotential number by the normal gravity value computed on the
 MD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1076.degrees latitude (g = 980.6199 gals.).
 MD1076
 MD1076.The modeled gravity was interpolated from observed gravity values.
 MD1076
 MD1076;                    North         East    Units  Estimated Accuracy
 MD1076;SPC IN E     -   689,870.      111,370.      MT  (+/- 180 meters Scaled)
 MD1076
 MD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL227910(NAD 83)
 MD1076
 MD1076                          SUPERSEDED SURVEY CONTROL
 MD1076
 MD1076  NGVD 29 (??/??/92)  269.288  (m)          883.49   (f) ADJ UNCH    2 0
 MD1076
 MD1076.Superseded values are not recommended for survey control.
 MD1076
 MD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1076.See file dsdata.pdf to determine how the superseded data were derived.
 MD1076
 MD1076_MARKER: DB = BENCH MARK DISK
 MD1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1076_SP_SET: ABUTMENT
 MD1076_STAMPING: D 162 1946
 MD1076_MARK LOGO: CGS
 MD1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1076
 MD1076  HISTORY     - Date     Condition        Report By
 MD1076  HISTORY     - 1946     MONUMENTED       CGS
 MD1076  HISTORY     - 1961     GOOD             CGS
 MD1076
 MD1076                          STATION DESCRIPTION
 MD1076
 MD1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1076'2.9 MI E FROM LIGONIER.
 MD1076'ABOUT 2.9 MILES E ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1076'STATION IN LIGONIER, ABOUT 2.4 MILES W ALONG SAME FROM THE
 MD1076'STATION AT WAWAKA, AT THE E END OF THE RAILROAD BRIDGE OVER N.
 MD1076'FORK ELKHART RIVER, 7.6 FEET S OF S RAIL OF DOUBLE TRACKS, 2.4
 MD1076'FEET LOWER THAN TOP OF SAME, 0.6 FOOT N OF S END OF THE TOP TIER
 MD1076'OF STONE IN THE ABUTMENT, 0.8 FOOT S OF S END OF A ONE-FOOT TIER
 MD1076'OF CONCRETE ADDED TO THE ABUTMENT SINCE 1946, ABOUT ON CENTER
 MD1076'LINE OF THE 2-FOOT WIDTH OF STONE, THE DISK IS SET
 MD1076'FACE-HORIZONTAL IN THE TOP OF THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1986 ***********************************************************************
 MD1986  DESIGNATION -  D 163 RESET
 MD1986  PID         -  MD1986
 MD1986  STATE/COUNTY-  IN/NOBLE
 MD1986  COUNTRY     -  US
 MD1986  USGS QUAD   -  GARRETT (2019)
 MD1986
 MD1986                         *CURRENT SURVEY CONTROL
 MD1986  ______________________________________________________________________
 MD1986* NAD 83(1986) POSITION- 41 20 42.     (N) 085 13 55.     (W)   SCALED
 MD1986* NAVD 88 ORTHO HEIGHT -   273.49  (meters)      897.3   (feet) RESET
 MD1986  ______________________________________________________________________
 MD1986  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 MD1986  VERT ORDER      -  THIRD
 MD1986
 MD1986.The horizontal coordinates were scaled from a map and have
 MD1986.an estimated accuracy of +/- 6 seconds.
 MD1986
 MD1986.The orthometric height was computed from unverified reset data.
 MD1986
 MD1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1986.GEOID18 height accuracy estimate available here.
 MD1986
 MD1986.Click photographs - Photos may exist for this station.
 MD1986
 MD1986;                    North         East    Units  Estimated Accuracy
 MD1986;SPC IN E     -   676,960.      136,380.      MT  (+/- 180 meters Scaled)
 MD1986
 MD1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL479785(NAD 83)
 MD1986
 MD1986                          SUPERSEDED SURVEY CONTROL
 MD1986
 MD1986  NGVD 29 (08/22/16)  273.64   (m)          897.8    (f) RESET       3  
 MD1986
 MD1986.Superseded values are not recommended for survey control.
 MD1986
 MD1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1986.See file dsdata.pdf to determine how the superseded data were derived.
 MD1986
 MD1986_MARKER: DV = VERTICAL CONTROL DISK
 MD1986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1986_SP_SET: PIPE ANCHOR BASE
 MD1986_STAMPING: D 163 RESET 1991
 MD1986_MARK LOGO: NGS
 MD1986_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1986+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 MD1986
 MD1986  HISTORY     - Date     Condition        Report By
 MD1986  HISTORY     - 1991     MONUMENTED       INHD
 MD1986  HISTORY     - 20180718 GOOD             INDOT
 MD1986
 MD1986                          STATION DESCRIPTION
 MD1986
 MD1986'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1991
 MD1986'4.15 MILES (6.68 KM) NORTH OF STATE ROAD 205 ON OLD STATE ROAD 3 (STA.
 MD1986'335+50, 52 R+), IN SE 1/4 NE 1/4 SEC.3 T33N R11E, IN THE NORTH EAST
 MD1986'PIPE ANCHOR, 8 FEET (2.4 M) BELOW THE TOP OF THE CULVERT OF A
 MD1986'MULTI-PLATE PIPE ARCH THAT TRAVERSES THE GOOD DITCH.
 MD1986
 MD1986                          STATION RECOVERY (2018)
 MD1986
 MD1986'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1986'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 MD1986'KENDALLVILLE.
 MD1986'
 MD1986'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST OF GARRETT AND 4.6 MI (7.4
 MD1986'KM) NORTHEAST OF EGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MD1986'
 MD1986'THE MARK IN AT INTERSECTION OF STATE ROAD 3 AND STATE ROAD 8 (AKA EAST
 MD1986'ALBION STREET) IN AVILLA, TRAVEL WEST 0.92 MI (1.48 KM) TO SOUTH MAIN
 MD1986'STREET.  TURN LEFT (SOUTH) AND TRAVEL 1.47 MI (2.37 KM) TO THE
 MD1986'MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED ON THE CULVERT
 MD1986'PIPE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1160 ***********************************************************************
 MD1160  DESIGNATION -  D 164
 MD1160  PID         -  MD1160
 MD1160  STATE/COUNTY-  IN/NOBLE
 MD1160  COUNTRY     -  US
 MD1160  USGS QUAD   -  ORMAS (2019)
 MD1160
 MD1160                         *CURRENT SURVEY CONTROL
 MD1160  ______________________________________________________________________
 MD1160* NAD 83(1986) POSITION- 41 18 08.63   (N) 085 34 39.60   (W)   HD_HELD1
 MD1160* NAVD 88 ORTHO HEIGHT -   286.357 (meters)      939.49  (feet) ADJUSTED
 MD1160  ______________________________________________________________________
 MD1160  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 MD1160  DYNAMIC HEIGHT  -        286.239 (meters)      939.10  (feet) COMP
 MD1160  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 MD1160
 MD1160  VERT ORDER      -  SECOND    CLASS 0
 MD1160
 MD1160.The horizontal coordinates were determined by differentially corrected
 MD1160.hand held GPS observations or other comparable positioning techniques
 MD1160.and have an estimated accuracy of +/- 3 meters.
 MD1160
 MD1160.The orthometric height was determined by differential leveling and
 MD1160.adjusted by the NATIONAL GEODETIC SURVEY
 MD1160.in June 1991.
 MD1160
 MD1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1160.GEOID18 height accuracy estimate available here.
 MD1160
 MD1160.Click photographs - Photos may exist for this station.
 MD1160
 MD1160.The dynamic height is computed by dividing the NAVD 88
 MD1160.geopotential number by the normal gravity value computed on the
 MD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1160.degrees latitude (g = 980.6199 gals.).
 MD1160
 MD1160.The modeled gravity was interpolated from observed gravity values.
 MD1160
 MD1160;                    North         East    Units  Estimated Accuracy
 MD1160;SPC IN E     -   672,144.2     107,453.5     MT  (+/- 3 meters HH1 GPS) 
 MD1160
 MD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1907373302(NAD 83)
 MD1160
 MD1160                          SUPERSEDED SURVEY CONTROL
 MD1160
 MD1160  NGVD 29 (??/??/92)  286.492  (m)          939.93   (f) ADJ UNCH    2 0
 MD1160
 MD1160.Superseded values are not recommended for survey control.
 MD1160
 MD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1160.See file dsdata.pdf to determine how the superseded data were derived.
 MD1160
 MD1160_MARKER: DB = BENCH MARK DISK
 MD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1160_STAMPING: D 164 1946
 MD1160_MARK LOGO: CGS
 MD1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1160+STABILITY: SURFACE MOTION
 MD1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1160+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2006
 MD1160
 MD1160  HISTORY     - Date     Condition        Report By
 MD1160  HISTORY     - 1946     MONUMENTED       CGS
 MD1160  HISTORY     - 1961     GOOD             CGS
 MD1160  HISTORY     - 20061125 GOOD             INDIV
 MD1160
 MD1160                          STATION DESCRIPTION
 MD1160
 MD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1160'2.1 MI N FROM ETNA.
 MD1160'ABOUT 2.1 MILES N ALONG ETNA ROAD (NOW GRAVEL N OF THE VILLAGE)
 MD1160'FROM THE CROSSROADS AT ETNA, ABOUT 0.5 MILE N OF THE WHITLEY-NOBLE
 MD1160'COUNTY LINE, AT AN E-W AND S ROAD T-INTERSECTION, 0.25 MILE E
 MD1160'OF AN E-W AND N T-INTERSECTION, 68 FEET S OF CENTER LINE OF ONE
 MD1160'ROAD, 18 FEET W OF CENTER LINE OF THE OTHER, ABOUT LEVEL WITH
 MD1160'THE OTHER, ONE FOOT E OF FENCE, 1.5 FEET S OF STEEL WITNESS POST,
 MD1160'AND PROJECTING 0.3 FOOT ABOVE GROUND.
 MD1160
 MD1160                          STATION RECOVERY (2006)
 MD1160
 MD1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DCW)
 MD1160'RECOVERED AS DESCRIBED, EXCEPT REFERENCE POST MISSING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0939 ***********************************************************************
 MD0939  CBN         -  This is a Cooperative Base Network Control Station.
 MD0939  DESIGNATION -  D 165
 MD0939  PID         -  MD0939
 MD0939  STATE/COUNTY-  IN/NOBLE
 MD0939  COUNTRY     -  US
 MD0939  USGS QUAD   -  MERRIAM (2019)
 MD0939
 MD0939                         *CURRENT SURVEY CONTROL
 MD0939  ______________________________________________________________________
 MD0939* NAD 83(2011) POSITION- 41 16 29.01092(N) 085 24 47.21962(W)   ADJUSTED
 MD0939* NAD 83(2011) ELLIP HT-   268.115 (meters)        (06/27/12)   ADJUSTED
 MD0939* NAD 83(2011) EPOCH   -  2010.00
 MD0939* NAVD 88 ORTHO HEIGHT -   301.042 (meters)      987.67  (feet) ADJUSTED
 MD0939  ______________________________________________________________________
 MD0939  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 MD0939  NAD 83(2011) X  -    383,917.175 (meters)                     COMP
 MD0939  NAD 83(2011) Y  - -4,785,345.311 (meters)                     COMP
 MD0939  NAD 83(2011) Z  -  4,185,578.213 (meters)                     COMP
 MD0939  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 MD0939  DYNAMIC HEIGHT  -        300.925 (meters)      987.28  (feet) COMP
 MD0939  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 MD0939
 MD0939  VERT ORDER      -  SECOND    CLASS 0
 MD0939
 MD0939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0939  Standards:
 MD0939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0939  -------------------------------------------------------------------
 MD0939  NETWORK    0.43   0.96           0.20   0.14   0.49     -0.02120758
 MD0939  -------------------------------------------------------------------
 MD0939  Click here for local accuracies and other accuracy information.
 MD0939
 MD0939.The horizontal coordinates were established by GPS observations
 MD0939.and adjusted by the National Geodetic Survey in June 2012.
 MD0939
 MD0939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0939.been affixed to the stable North American tectonic plate. See 
 MD0939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0939
 MD0939.The horizontal coordinates are valid at the epoch date displayed above
 MD0939.which is a decimal equivalence of Year/Month/Day.
 MD0939
 MD0939.The orthometric height was determined by differential leveling and
 MD0939.adjusted by the NATIONAL GEODETIC SURVEY
 MD0939.in June 1991.
 MD0939
 MD0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0939.GEOID18 height accuracy estimate available here.
 MD0939
 MD0939.Click photographs - Photos may exist for this station.
 MD0939
 MD0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0939
 MD0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0939
 MD0939.The ellipsoidal height was determined by GPS observations
 MD0939.and is referenced to NAD 83.
 MD0939
 MD0939.The dynamic height is computed by dividing the NAVD 88
 MD0939.geopotential number by the normal gravity value computed on the
 MD0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0939.degrees latitude (g = 980.6199 gals.).
 MD0939
 MD0939.The modeled gravity was interpolated from observed gravity values.
 MD0939
 MD0939. The following values were computed from the NAD 83(2011) position.
 MD0939
 MD0939;                    North         East     Units Scale Factor Converg.
 MD0939;SPC IN E     -   669,098.229   121,242.964   MT  0.99997222   +0 10 02.1
 MD0939;SPC IN E     - 2,195,199.77    397,777.96   sFT  0.99997222   +0 10 02.1
 MD0939;UTM  16      - 4,570,469.192   632,905.880   MT  0.99981739   +1 02 49.1
 MD0939
 MD0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0939!SPC IN E     -   0.99995795  x   0.99997222  =   0.99993017
 MD0939!UTM  16      -   0.99995795  x   0.99981739  =   0.99977534
 MD0939
 MD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3290570469(NAD 83)
 MD0939
 MD0939                          SUPERSEDED SURVEY CONTROL
 MD0939
 MD0939  NAD 83(2007)-  41 16 29.01105(N)    085 24 47.22053(W) AD(2002.00) 0
 MD0939  ELLIP H (02/10/07)  268.132  (m)                       GP(2002.00)    
 MD0939  NAD 83(1997)-  41 16 29.01089(N)    085 24 47.22059(W) AD(       ) B
 MD0939  ELLIP H (04/10/98)  268.160  (m)                       GP(       ) 4 1
 MD0939  NAD 83(1995)-  41 16 29.00979(N)    085 24 47.22775(W) AD(       ) 2
 MD0939  NAD 83(1986)-  41 16 29.00936(N)    085 24 47.23245(W) AD(       ) 2
 MD0939  NAD 27      -  41 16 28.83860(N)    085 24 47.31240(W) AD(       ) 2
 MD0939  NAVD 88             301.04   (m)          987.7    (f) LEVELING    3  
 MD0939  NGVD 29 (??/??/92)  301.190  (m)          988.15   (f) ADJ UNCH    2 0
 MD0939  NGVD 29             301.19   (m)          988.2    (f) LEVELING    3  
 MD0939
 MD0939.Superseded values are not recommended for survey control.
 MD0939
 MD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0939.See file dsdata.pdf to determine how the superseded data were derived.
 MD0939
 MD0939_MARKER: DB = BENCH MARK DISK
 MD0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0939_STAMPING: D 165 1946
 MD0939_MARK LOGO: CGS
 MD0939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0939+STABILITY: SURFACE MOTION
 MD0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0939+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1998
 MD0939
 MD0939  HISTORY     - Date     Condition        Report By
 MD0939  HISTORY     - 1946     MONUMENTED       CGS
 MD0939  HISTORY     - 1961     GOOD             CGS
 MD0939  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0939  HISTORY     - 1963     GOOD             CGS
 MD0939  HISTORY     - 19970808 GOOD             SEC
 MD0939  HISTORY     - 19980726 GOOD             WOOLPT
 MD0939
 MD0939                          STATION DESCRIPTION
 MD0939
 MD0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0939'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF MERRIAM ON U.S.
 MD0939'HIGHWAY 33.  IT IS 25
 MD0939'FEET NORTHEAST OF THE CENTER OF HIGHWAY 33 AND 3 FEET SOUTHWEST OF A
 MD0939'FENCELINE.  THE MARK PROJECTS ABOUT 3
 MD0939'INCHES AND THE DISK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 MD0939'STAMPED D 165 1946.  A TRAVERSE CONNECTION
 MD0939'WAS MADE FROM TRIANGULATION STATION NOBLE AND
 MD0939'THE DISTANCE WAS FOUND TO BE 35.012 METERS.
 MD0939
 MD0939                          STATION RECOVERY (1961)
 MD0939
 MD0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD0939'1.4 MI SE FROM MERRIAM.
 MD0939'ABOUT 1.4 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0939'INTERSECTION WITH NO. 9 INDIANA HWY. AT MERRIAM, 162 FEET NW
 MD0939'OF THE PROJECTED PLANE OF NW WALL OF A 2-STORY FRAME HOUSE ON
 MD0939'CREST OF RIDGE AND SW SIDE OF HWY., 57 FEET N AND ACROSS HWY.
 MD0939'FROM N CORNER OF A BARNYARD, 49 FEET NW OF SMALL BOX ELDER TREE,
 MD0939'25 FEET NE OF CENTER LINE OF 22-FOOT HWY. PAVEMENT, 1.8 FEET
 MD0939'LOWER THAN SAME, AND PROJECTING 0.2 FOOT ABOVE GROUND, 1.7
 MD0939'FEET NW OF STEEL WITNESS POST.
 MD0939
 MD0939                          STATION RECOVERY (1963)
 MD0939
 MD0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0939'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 MD0939'EXCEPT THAT DISTANCE FROM
 MD0939'TRIANGULATION STATION NOBLE WAS THIS TIME MEASURED AS 114.67 FEET OR
 MD0939'34.951 METERS OR 0.20 FOOT OR 0.061
 MD0939'METER LESS THAN ORIGINALLY AND THE AZIMUTH FROM THE SAID STATION WAS
 MD0939'DETERMINED AS 168 DEG 39 MIN 52 SEC
 MD0939'OR 41 SEC MORE THAN ORIGINALLY.  STATION NOBLE WAS REOCCUPIED AND
 MD0939'THE AZIMUTH THUS DETERMINED BECAUSE OF OBVIOUS LARGE
 MD0939'ERRORS OR BLUNDERS IN THE DIRECTIONS
 MD0939'TO MITCHELL AND R. M. NO. 1 AS LISTED IN THE NOBLE DESCRIPTIOM.
 MD0939'
 MD0939'ABOUT 6.1 MILES NORTHWESTERLY ALONG NO. 33 U. S. HWY. FROM ITS
 MD0939'INTERSECTION WITH NO. 2075 IND.  HWY. IN
 MD0939'CHURUBUSCO, OR 1.5 MILES SOUTHEASTERLY ALONG SAME FROM ITS
 MD0939'INTERSECTION WITH NO. 9 INDIANA AT MERRIAM, 162 FEET NW
 MD0939'OF PROJECTED PLANE OF NW WALL OF 2-STORY FRAME HOUSE ON TOP OF HILL
 MD0939'AND SW SIDE OF HWY., 25 FEET NE OF CENTER
 MD0939'LINE OF 22-FOOT ASPHALT HIGHWAY PAVEMENT, 1.8
 MD0939'FEET LOWER THAN SAME, AND 1.7 FEET NW OF STEEL WITNESS POST,
 MD0939'A STANDARD BENCH MARK DISK IS STAMPED D
 MD0939'165 1946 AND SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 MD0939'0.2 FOOT ABOVE GROUND.
 MD0939
 MD0939                          STATION RECOVERY (1963)
 MD0939
 MD0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0939'RECOVERED IN GOOD CONDITION.
 MD0939
 MD0939                          STATION RECOVERY (1997)
 MD0939
 MD0939'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 MD0939'STATION IS 1.4 MILES (2.3 KM) SOUTHEAST OF MERRIAM. FROM COLUMBIA CITY
 MD0939'TAKE U.S. HIGHWAY 9 NORTH TO U.S. HIGHWAY 33 SOUTH.  TOWN OF MERRIAM
 MD0939'IS AT THIS INTERSECTION.  SEE FIRST COMMENT - STATION IS ABOUT 25 FEET
 MD0939'(7.6 M) NORTHEAST OF THE CENTER OF HIGHWAY 33.  STATION IS 165 FEET
 MD0939'(50.3 M) NORTHWEST OF PROJECTED PLANE OF NORTHWEST WALL OF A 2-STORY,
 MD0939'WHITE FARMHOUSE. NOBLE COUNTY SURVEYOR POURED ADDITIONAL CONCRETE
 MD0939'AROUND MONUMENT ON 8-8-97 DUE TO DITCH UNDERCUTTING AND EROSION.
 MD0939'THREE BRIGHT ORANGE-PAINTED STEEL POSTS WERE ALSO SET AROUND MONUMENT
 MD0939'BY NOBLE COUNTY SURVEYOR SCOTT D. ZEIGLER, PLS, PHONE 219-636-2131.
 MD0939'PROPERTY OWNED BY MEL EGOFF.
 MD0939
 MD0939                          STATION RECOVERY (1998)
 MD0939
 MD0939'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 MD0939'RECOVERED AS DESCRIBED WOOLPERT 1998 (TEM), EXCEPT THAT THE STATION IS
 MD0939'1.4 MI (2.3 KM) SOUTH OF THE INTERSECTION OF STATE ROUTE 33 AND STATE
 MD0939'ROUTE 9 ALONG STATE ROUTE 33.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0210 ***********************************************************************
 ME0210  DESIGNATION -  D 166
 ME0210  PID         -  ME0210
 ME0210  STATE/COUNTY-  IN/MARSHALL
 ME0210  COUNTRY     -  US
 ME0210  USGS QUAD   -  WALKERTON (2019)
 ME0210
 ME0210                         *CURRENT SURVEY CONTROL
 ME0210  ______________________________________________________________________
 ME0210* NAD 83(1986) POSITION- 41 26 54.     (N) 086 22 39.     (W)   SCALED
 ME0210* NAVD 88 ORTHO HEIGHT -   239.195 (meters)      784.76  (feet) ADJUSTED
 ME0210  ______________________________________________________________________
 ME0210  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 ME0210  DYNAMIC HEIGHT  -        239.099 (meters)      784.44  (feet) COMP
 ME0210  MODELED GRAVITY -    980,213.2   (mgal)                       NAVD 88
 ME0210
 ME0210  VERT ORDER      -  SECOND    CLASS 0
 ME0210
 ME0210.The horizontal coordinates were scaled from a map and have
 ME0210.an estimated accuracy of +/- 6 seconds.
 ME0210
 ME0210.The orthometric height was determined by differential leveling and
 ME0210.adjusted by the NATIONAL GEODETIC SURVEY
 ME0210.in June 1991.
 ME0210
 ME0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0210.GEOID18 height accuracy estimate available here.
 ME0210
 ME0210.Click photographs - Photos may exist for this station.
 ME0210
 ME0210.The dynamic height is computed by dividing the NAVD 88
 ME0210.geopotential number by the normal gravity value computed on the
 ME0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0210.degrees latitude (g = 980.6199 gals.).
 ME0210
 ME0210.The modeled gravity was interpolated from observed gravity values.
 ME0210
 ME0210;                    North         East    Units  Estimated Accuracy
 ME0210;SPC IN E     -   688,590.       40,600.      MT  (+/- 180 meters Scaled)
 ME0210
 ME0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL519887(NAD 83)
 ME0210
 ME0210                          SUPERSEDED SURVEY CONTROL
 ME0210
 ME0210  NGVD 29 (??/??/92)  239.305  (m)          785.12   (f) ADJ UNCH    2 0
 ME0210
 ME0210.Superseded values are not recommended for survey control.
 ME0210
 ME0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0210.See file dsdata.pdf to determine how the superseded data were derived.
 ME0210
 ME0210_MARKER: DB = BENCH MARK DISK
 ME0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0210_STAMPING: D 166 1946
 ME0210_MARK LOGO: CGS
 ME0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0210+STABILITY: SURFACE MOTION
 ME0210
 ME0210  HISTORY     - Date     Condition        Report By
 ME0210  HISTORY     - 1946     MONUMENTED       CGS
 ME0210  HISTORY     - 1985     GOOD             USPSQD
 ME0210  HISTORY     - 1987     GOOD             USPSQD
 ME0210
 ME0210                          STATION DESCRIPTION
 ME0210
 ME0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0210'4 MI W FROM LAPAZ.
 ME0210'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0210'AT LAPAZ, THENCE ABOUT 3.6 MILES WEST ALONG U.S. HIGHWAY 6,
 ME0210'ABOUT 5.8 MILES EAST OF THE POST OFFICE AT WALKERTON, ST. JOSEPH
 ME0210'COUNTY, ABOUT 0.75 MILE WEST OF A CHURCH AND CEMETERY, IN THE
 ME0210'NORTHWEST ANGLE OF THE JUNCTION OF THE TARVIA ROAD LEADING
 ME0210'NORTH TO TEEGARDEN, 75 FEET NORTH OF THE CENTER LINE OF THE
 ME0210'HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.0 FEET
 ME0210'SOUTH OF R.E.A. POLE DFA 8, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 ME0210'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 ME0210
 ME0210                          STATION RECOVERY (1985)
 ME0210
 ME0210'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0210'ADDITIONAL INFORMATION: 6 FEET NORTH OF CONCRETE POST PROJECTING
 ME0210'ABOUT 17 INCHES WITH CAST LETTERS 'IND R/W.
 ME0210
 ME0210                          STATION RECOVERY (1987)
 ME0210
 ME0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0202 ***********************************************************************
 ME0202  DESIGNATION -  D 167
 ME0202  PID         -  ME0202
 ME0202  STATE/COUNTY-  IN/ST JOSEPH
 ME0202  COUNTRY     -  US
 ME0202  USGS QUAD   -  LA PAZ (2019)
 ME0202
 ME0202                         *CURRENT SURVEY CONTROL
 ME0202  ______________________________________________________________________
 ME0202* NAD 83(1986) POSITION- 41 29 30.     (N) 086 17 46.     (W)   SCALED
 ME0202* NAVD 88 ORTHO HEIGHT -   266.233 (meters)      873.47  (feet) ADJUSTED
 ME0202  ______________________________________________________________________
 ME0202  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0202  DYNAMIC HEIGHT  -        266.125 (meters)      873.11  (feet) COMP
 ME0202  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 ME0202
 ME0202  VERT ORDER      -  SECOND    CLASS 0
 ME0202
 ME0202.The horizontal coordinates were scaled from a map and have
 ME0202.an estimated accuracy of +/- 6 seconds.
 ME0202
 ME0202.The orthometric height was determined by differential leveling and
 ME0202.adjusted by the NATIONAL GEODETIC SURVEY
 ME0202.in June 1991.
 ME0202
 ME0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0202.GEOID18 height accuracy estimate available here.
 ME0202
 ME0202.Click photographs - Photos may exist for this station.
 ME0202
 ME0202.The dynamic height is computed by dividing the NAVD 88
 ME0202.geopotential number by the normal gravity value computed on the
 ME0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0202.degrees latitude (g = 980.6199 gals.).
 ME0202
 ME0202.The modeled gravity was interpolated from observed gravity values.
 ME0202
 ME0202;                    North         East    Units  Estimated Accuracy
 ME0202;SPC IN E     -   693,350.       47,440.      MT  (+/- 180 meters Scaled)
 ME0202
 ME0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL587935(NAD 83)
 ME0202
 ME0202                          SUPERSEDED SURVEY CONTROL
 ME0202
 ME0202  NGVD 29 (??/??/92)  266.35   (m)          873.9    (f) COMPUTED    2 0
 ME0202
 ME0202.Superseded values are not recommended for survey control.
 ME0202
 ME0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0202.See file dsdata.pdf to determine how the superseded data were derived.
 ME0202
 ME0202_MARKER: DB = BENCH MARK DISK
 ME0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0202_STAMPING: D 167 1946
 ME0202_MARK LOGO: CGS
 ME0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0202+STABILITY: SURFACE MOTION
 ME0202
 ME0202  HISTORY     - Date     Condition        Report By
 ME0202  HISTORY     - 1946     MONUMENTED       CGS
 ME0202  HISTORY     - 1985     GOOD             USPSQD
 ME0202  HISTORY     - 19940819 GOOD             USPSQD
 ME0202
 ME0202                          STATION DESCRIPTION
 ME0202
 ME0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0202'2.6 MI N FROM LAPAZ.
 ME0202'IN ST. JOSEPH COUNTY, ABOUT 2.6 MILES NORTH ALONG U.S. HIGHWAY
 ME0202'31 FROM THE HIGH SCHOOL AT LAPAZ, ABOUT 3.0 MILES SOUTH OF THE
 ME0202'HIGH SCHOOL AT LAKEVILLE, IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 ME0202'SHIVELY ROAD LEADING EAST, 49 FEET EAST OF THE CENTER LINE OF
 ME0202'THE HIGHWAY, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28
 ME0202'FEET NORTH OF A FENCE CORNER, AND 1.5 FEET WEST OF THE FENCE,
 ME0202'ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A
 ME0202'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0202
 ME0202                          STATION RECOVERY (1985)
 ME0202
 ME0202'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0202'RECOVERED IN GOOD CONDITION.
 ME0202
 ME0202                          STATION RECOVERY (1994)
 ME0202
 ME0202'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0203 ***********************************************************************
 ME0203  DESIGNATION -  D 167 RESET
 ME0203  PID         -  ME0203
 ME0203  STATE/COUNTY-  IN/ST JOSEPH
 ME0203  COUNTRY     -  US
 ME0203  USGS QUAD   -  LA PAZ (2019)
 ME0203
 ME0203                         *CURRENT SURVEY CONTROL
 ME0203  ______________________________________________________________________
 ME0203* NAD 83(1986) POSITION- 41 29 30.     (N) 086 17 46.     (W)   SCALED
 ME0203* NAVD 88 ORTHO HEIGHT -   266.09  (meters)      873.0   (feet) RESET
 ME0203  ______________________________________________________________________
 ME0203  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0203  VERT ORDER      -  THIRD
 ME0203
 ME0203.The horizontal coordinates were scaled from a map and have
 ME0203.an estimated accuracy of +/- 6 seconds.
 ME0203
 ME0203.The orthometric height was computed from unverified reset data.
 ME0203
 ME0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0203.GEOID18 height accuracy estimate available here.
 ME0203
 ME0203.Click photographs - Photos may exist for this station.
 ME0203
 ME0203;                    North         East    Units  Estimated Accuracy
 ME0203;SPC IN E     -   693,350.       47,440.      MT  (+/- 180 meters Scaled)
 ME0203
 ME0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL587935(NAD 83)
 ME0203
 ME0203                          SUPERSEDED SURVEY CONTROL
 ME0203
 ME0203.No superseded survey control is available for this station.
 ME0203
 ME0203_MARKER: DB = BENCH MARK DISK
 ME0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0203_STAMPING: D 167 RESET 1958
 ME0203_MARK LOGO: CGS
 ME0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0203+STABILITY: SURFACE MOTION
 ME0203
 ME0203  HISTORY     - Date     Condition        Report By
 ME0203  HISTORY     - 1958     MONUMENTED       CGS
 ME0203  HISTORY     - 1958     GOOD             CGS
 ME0203
 ME0203                          STATION DESCRIPTION
 ME0203
 ME0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0203'2.6 MI N FROM LAPAZ.
 ME0203'IN ST. JOSEPH COUNTY, ABOUT 2.6 MILES NORTH ALONG U.S. HIGHWAY
 ME0203'31 FROM THE HIGH SCHOOL AT LAPAZ, ABOUT 3.0 MILES SOUTH OF THE
 ME0203'HIGH SCHOOL AT LAKEVILLE, LOCATED AT THE NORTHEAST CORNER OF SHIVELY
 ME0203'ROAD AND U.S. HIGHWAY 31, 50 FEET NORTH OF THE CENTERLINE OF SHIVELY
 ME0203'ROAD, AND 103.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 31
 ME0203'NORTH-BOUND PAVEMENT (CONCRETE), ON TOP OF A CONCRETE POST SET
 ME0203'ABOUT 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0011 ***********************************************************************
 ME0011  DESIGNATION -  D 168
 ME0011  PID         -  ME0011
 ME0011  STATE/COUNTY-  IN/ST JOSEPH
 ME0011  COUNTRY     -  US
 ME0011  USGS QUAD   -  WAKARUSA (2019)
 ME0011
 ME0011                         *CURRENT SURVEY CONTROL
 ME0011  ______________________________________________________________________
 ME0011* NAD 83(1986) POSITION- 41 36 28.     (N) 086 07 05.     (W)   SCALED
 ME0011* NAVD 88 ORTHO HEIGHT -   254.202 (meters)      833.99  (feet) ADJUSTED
 ME0011  ______________________________________________________________________
 ME0011  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0011  DYNAMIC HEIGHT  -        254.100 (meters)      833.66  (feet) COMP
 ME0011  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 ME0011
 ME0011  VERT ORDER      -  SECOND    CLASS 0
 ME0011
 ME0011.The horizontal coordinates were scaled from a map and have
 ME0011.an estimated accuracy of +/- 6 seconds.
 ME0011
 ME0011.The orthometric height was determined by differential leveling and
 ME0011.adjusted by the NATIONAL GEODETIC SURVEY
 ME0011.in June 1991.
 ME0011
 ME0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0011.GEOID18 height accuracy estimate available here.
 ME0011
 ME0011.Click photographs - Photos may exist for this station.
 ME0011
 ME0011.The dynamic height is computed by dividing the NAVD 88
 ME0011.geopotential number by the normal gravity value computed on the
 ME0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0011.degrees latitude (g = 980.6199 gals.).
 ME0011
 ME0011.The modeled gravity was interpolated from observed gravity values.
 ME0011
 ME0011;                    North         East    Units  Estimated Accuracy
 ME0011;SPC IN E     -   706,150.       62,380.      MT  (+/- 180 meters Scaled)
 ME0011
 ME0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734066(NAD 83)
 ME0011
 ME0011                          SUPERSEDED SURVEY CONTROL
 ME0011
 ME0011  NGVD 29 (??/??/92)  254.320  (m)          834.38   (f) ADJ UNCH    2 0
 ME0011
 ME0011.Superseded values are not recommended for survey control.
 ME0011
 ME0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0011.See file dsdata.pdf to determine how the superseded data were derived.
 ME0011
 ME0011_MARKER: DB = BENCH MARK DISK
 ME0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0011_STAMPING: D 168 1946
 ME0011_MARK LOGO: CGS
 ME0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0011+STABILITY: SURFACE MOTION
 ME0011
 ME0011  HISTORY     - Date     Condition        Report By
 ME0011  HISTORY     - 1946     MONUMENTED       CGS
 ME0011  HISTORY     - 1984     MARK NOT FOUND   NGS
 ME0011  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 ME0011  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0011
 ME0011                          STATION DESCRIPTION
 ME0011
 ME0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0011'8.2 MI NE FROM WYATT.
 ME0011'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE
 ME0011'AT WYATT, THENCE ABOUT 2.6 MILES EAST ALONG PIERCE ROAD, AND
 ME0011'THENCE ABOUT 4.9 MILES NORTH ALONG DOGWOOD ROAD, IN THE NORTHEAST
 ME0011'QUARTER OF THE INTERSECTION OF KERN ROAD, 24 FEET EAST OF THE
 ME0011'CENTER LINE OF DOGWOOD ROAD, 20 FEET NORTH OF THE CENTER LINE
 ME0011'OF KERN ROAD, 3.0 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET
 ME0011'SOUTH OF THE FENCE, ABOUT 1 FOOT LOWER THAN DOGWOOD ROAD, AND IN
 ME0011'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS
 ME0011'BENCH MARK MAY BE REACHED FROM THE HIGH SCHOOL AT MISHAWAKA BY
 ME0011'GOING ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33, THENCE ABOUT
 ME0011'2.3 MILES SOUTH ALONG ELDER STREET AND BLACKBERRY ROAD, THENCE
 ME0011'ABOUT 0.3 MILE WEST ALONG DRAGOON TRAIL, AND THENCE ABOUT 1.5
 ME0011'MILES SOUTH ALONG DOGWOOD ROAD.
 ME0011
 ME0011                          STATION RECOVERY (1984)
 ME0011
 ME0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0011'MARK NOT FOUND.
 ME0011
 ME0011                          STATION RECOVERY (1995)
 ME0011
 ME0011'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0011'MARK NOT FOUND.
 ME0011
 ME0011                          STATION RECOVERY (2001)
 ME0011
 ME0011'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0155 ***********************************************************************
 ME0155  DESIGNATION -  D 169
 ME0155  PID         -  ME0155
 ME0155  STATE/COUNTY-  IN/MARSHALL
 ME0155  COUNTRY     -  US
 ME0155  USGS QUAD   -  BOURBON (2019)
 ME0155
 ME0155                         *CURRENT SURVEY CONTROL
 ME0155  ______________________________________________________________________
 ME0155* NAD 83(1986) POSITION- 41 21 40.     (N) 086 07 00.     (W)   SCALED
 ME0155* NAVD 88 ORTHO HEIGHT -   245.878 (meters)      806.68  (feet) ADJUSTED
 ME0155  ______________________________________________________________________
 ME0155  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME0155  DYNAMIC HEIGHT  -        245.777 (meters)      806.35  (feet) COMP
 ME0155  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 ME0155
 ME0155  VERT ORDER      -  SECOND    CLASS 0
 ME0155
 ME0155.The horizontal coordinates were scaled from a map and have
 ME0155.an estimated accuracy of +/- 6 seconds.
 ME0155
 ME0155.The orthometric height was determined by differential leveling and
 ME0155.adjusted by the NATIONAL GEODETIC SURVEY
 ME0155.in June 1991.
 ME0155
 ME0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0155.GEOID18 height accuracy estimate available here.
 ME0155
 ME0155.Click photographs - Photos may exist for this station.
 ME0155
 ME0155.The dynamic height is computed by dividing the NAVD 88
 ME0155.geopotential number by the normal gravity value computed on the
 ME0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0155.degrees latitude (g = 980.6199 gals.).
 ME0155
 ME0155.The modeled gravity was interpolated from observed gravity values.
 ME0155
 ME0155;                    North         East    Units  Estimated Accuracy
 ME0155;SPC IN E     -   678,760.       62,350.      MT  (+/- 180 meters Scaled)
 ME0155
 ME0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738792(NAD 83)
 ME0155
 ME0155                          SUPERSEDED SURVEY CONTROL
 ME0155
 ME0155  NGVD 29 (??/??/92)  245.999  (m)          807.08   (f) ADJ UNCH    2 0
 ME0155
 ME0155.Superseded values are not recommended for survey control.
 ME0155
 ME0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0155.See file dsdata.pdf to determine how the superseded data were derived.
 ME0155
 ME0155_MARKER: DB = BENCH MARK DISK
 ME0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0155_STAMPING: D 169 1946
 ME0155_MARK LOGO: CGS
 ME0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0155+STABILITY: SURFACE MOTION
 ME0155
 ME0155  HISTORY     - Date     Condition        Report By
 ME0155  HISTORY     - 1946     MONUMENTED       CGS
 ME0155  HISTORY     - 1969     GOOD             INHD
 ME0155  HISTORY     - 1990     GOOD             USPSQD
 ME0155
 ME0155                          STATION DESCRIPTION
 ME0155
 ME0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0155'4.4 MI N FROM BOURBON.
 ME0155'ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE
 ME0155'INTERSECTION OF U.S. HIGHWAY 30 AT BOURBON, 80 FEET SOUTH ACROSS
 ME0155'THE ROAD FROM THE SOUTHWEST CORNER OF THE FAIRVIEW UNITED
 ME0155'BRETHREN CHURCH, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 ME0155'OF AN EAST-AND-WEST GRAVEL ROAD, 36 FEET EAST OF THE CENTER
 ME0155'LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTER LINE OF THE
 ME0155'ROAD, 4.5 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF THE
 ME0155'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 ME0155'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0155
 ME0155                          STATION RECOVERY (1969)
 ME0155
 ME0155'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0155'RECOVERED IN GOOD CONDITION.
 ME0155
 ME0155                          STATION RECOVERY (1990)
 ME0155
 ME0155'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1112 ***********************************************************************
 ME1112  DESIGNATION -  D 17
 ME1112  PID         -  ME1112
 ME1112  STATE/COUNTY-  IN/NEWTON
 ME1112  COUNTRY     -  US
 ME1112  USGS QUAD   -  SCHNEIDER (2019)
 ME1112
 ME1112                         *CURRENT SURVEY CONTROL
 ME1112  ______________________________________________________________________
 ME1112* NAD 83(1986) POSITION- 41 08 14.     (N) 087 26 46.     (W)   SCALED
 ME1112* NAVD 88 ORTHO HEIGHT -   199.844 (meters)      655.65  (feet) ADJUSTED
 ME1112  ______________________________________________________________________
 ME1112  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 ME1112  DYNAMIC HEIGHT  -        199.760 (meters)      655.38  (feet) COMP
 ME1112  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 ME1112
 ME1112  VERT ORDER      -  FIRST     CLASS II
 ME1112
 ME1112.The horizontal coordinates were scaled from a map and have
 ME1112.an estimated accuracy of +/- 6 seconds.
 ME1112
 ME1112.The orthometric height was determined by differential leveling and
 ME1112.adjusted by the NATIONAL GEODETIC SURVEY
 ME1112.in June 1991.
 ME1112
 ME1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1112.GEOID18 height accuracy estimate available here.
 ME1112
 ME1112.Click photographs - Photos may exist for this station.
 ME1112
 ME1112.The dynamic height is computed by dividing the NAVD 88
 ME1112.geopotential number by the normal gravity value computed on the
 ME1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1112.degrees latitude (g = 980.6199 gals.).
 ME1112
 ME1112.The modeled gravity was interpolated from observed gravity values.
 ME1112
 ME1112;                    North         East    Units  Estimated Accuracy
 ME1112;SPC IN W     -   653,860.      869,540.      MT  (+/- 180 meters Scaled)
 ME1112
 ME1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625540(NAD 83)
 ME1112
 ME1112                          SUPERSEDED SURVEY CONTROL
 ME1112
 ME1112  NGVD 29 (??/??/92)  199.930  (m)          655.94   (f) ADJ UNCH    1 2
 ME1112
 ME1112.Superseded values are not recommended for survey control.
 ME1112
 ME1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1112.See file dsdata.pdf to determine how the superseded data were derived.
 ME1112
 ME1112_MARKER: DB = BENCH MARK DISK
 ME1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1112_STAMPING: D 17 1934
 ME1112_MARK LOGO: CGS
 ME1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1112+STABILITY: SURFACE MOTION
 ME1112
 ME1112  HISTORY     - Date     Condition        Report By
 ME1112  HISTORY     - 1934     MONUMENTED       CGS
 ME1112  HISTORY     - 1954     GOOD             CGS
 ME1112
 ME1112                          STATION DESCRIPTION
 ME1112
 ME1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1112'AT LAKE VILLAGE.
 ME1112'AT LAKE VILLAGE, ALONG THE NEW YORK CENTRAL RAILROAD, 67 FEET EAST
 ME1112'AND ACROSS TRACK FROM THE NORTHEAST CORNER OF STATION, 62 FEET
 ME1112'SOUTHEAST OF CENTER OF CROSSING OF MAIN TRACK AND AN EAST-WEST
 ME1112'BLACK TOP ROAD, 51 FEET EAST OF EAST RAIL OF MAIN TRACK, 30 FEET
 ME1112'SOUTH OF CENTER LINE OF BLACK TOP ROAD, 3 FEET SOUTHWEST OF A
 ME1112'FENCE CORNER, 22 1/2 FEET EAST OF POWER POLE NO. 361-358, ABOUT
 ME1112'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 ME1112'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0190 ***********************************************************************
 ME0190  DESIGNATION -  D 170
 ME0190  PID         -  ME0190
 ME0190  STATE/COUNTY-  IN/KOSCIUSKO
 ME0190  COUNTRY     -  US
 ME0190  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0190
 ME0190                         *CURRENT SURVEY CONTROL
 ME0190  ______________________________________________________________________
 ME0190* NAD 83(1986) POSITION- 41 24 19.     (N) 086 00 37.     (W)   SCALED
 ME0190* NAVD 88 ORTHO HEIGHT -   254.062 (meters)      833.54  (feet) ADJUSTED
 ME0190  ______________________________________________________________________
 ME0190  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 ME0190  DYNAMIC HEIGHT  -        253.959 (meters)      833.20  (feet) COMP
 ME0190  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 ME0190
 ME0190  VERT ORDER      -  SECOND    CLASS 0
 ME0190
 ME0190.The horizontal coordinates were scaled from a map and have
 ME0190.an estimated accuracy of +/- 6 seconds.
 ME0190
 ME0190.The orthometric height was determined by differential leveling and
 ME0190.adjusted by the NATIONAL GEODETIC SURVEY
 ME0190.in June 1991.
 ME0190
 ME0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0190.GEOID18 height accuracy estimate available here.
 ME0190
 ME0190.Click photographs - Photos may exist for this station.
 ME0190
 ME0190.The dynamic height is computed by dividing the NAVD 88
 ME0190.geopotential number by the normal gravity value computed on the
 ME0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0190.degrees latitude (g = 980.6199 gals.).
 ME0190
 ME0190.The modeled gravity was interpolated from observed gravity values.
 ME0190
 ME0190;                    North         East    Units  Estimated Accuracy
 ME0190;SPC IN E     -   683,620.       71,270.      MT  (+/- 180 meters Scaled)
 ME0190
 ME0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL827842(NAD 83)
 ME0190
 ME0190                          SUPERSEDED SURVEY CONTROL
 ME0190
 ME0190  NGVD 29 (??/??/92)  254.186  (m)          833.94   (f) ADJ UNCH    2 0
 ME0190
 ME0190.Superseded values are not recommended for survey control.
 ME0190
 ME0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0190.See file dsdata.pdf to determine how the superseded data were derived.
 ME0190
 ME0190_MARKER: DB = BENCH MARK DISK
 ME0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0190_STAMPING: D 170 1946
 ME0190_MARK LOGO: CGS
 ME0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0190+STABILITY: SURFACE MOTION
 ME0190
 ME0190  HISTORY     - Date     Condition        Report By
 ME0190  HISTORY     - 1946     MONUMENTED       CGS
 ME0190  HISTORY     - 19960530 GOOD             USPSQD
 ME0190
 ME0190                          STATION DESCRIPTION
 ME0190
 ME0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0190'3.1 MI S FROM NAPPANEE.
 ME0190'IN KOSCIUSKO COUNTY, ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY
 ME0190'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 ME0190'COUNTY, THENCE ABOUT 0.5 MILE WEST ALONG A BLACK-TOP ROAD, IN THE
 ME0190'NORTHEAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 ME0190'29 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 22 FEET NORTH
 ME0190'OF THE CENTER LINE OF THE BLACK-TOP ROAD, 8.5 FEET EAST OF A
 ME0190'FENCE CORNER, 1.0 FOOT SOUTH OF THE FENCE, ABOUT LEVEL WITH THE
 ME0190'BLACK-TOP ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0190'6 INCHES.
 ME0190
 ME0190                          STATION RECOVERY (1996)
 ME0190
 ME0190'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0149 ***********************************************************************
 ME0149  DESIGNATION -  D 171
 ME0149  PID         -  ME0149
 ME0149  STATE/COUNTY-  IN/ELKHART
 ME0149  COUNTRY     -  US
 ME0149  USGS QUAD   -  WAKARUSA (2019)
 ME0149
 ME0149                         *CURRENT SURVEY CONTROL
 ME0149  ______________________________________________________________________
 ME0149* NAD 83(1986) POSITION- 41 32 09.     (N) 086 01 07.     (W)   SCALED
 ME0149* NAVD 88 ORTHO HEIGHT -   255.927 (meters)      839.65  (feet) ADJUSTED
 ME0149  ______________________________________________________________________
 ME0149  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 ME0149  DYNAMIC HEIGHT  -        255.822 (meters)      839.31  (feet) COMP
 ME0149  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 ME0149
 ME0149  VERT ORDER      -  SECOND    CLASS 0
 ME0149
 ME0149.The horizontal coordinates were scaled from a map and have
 ME0149.an estimated accuracy of +/- 6 seconds.
 ME0149
 ME0149.The orthometric height was determined by differential leveling and
 ME0149.adjusted by the NATIONAL GEODETIC SURVEY
 ME0149.in June 1991.
 ME0149
 ME0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0149.GEOID18 height accuracy estimate available here.
 ME0149
 ME0149.Click photographs - Photos may exist for this station.
 ME0149
 ME0149.The dynamic height is computed by dividing the NAVD 88
 ME0149.geopotential number by the normal gravity value computed on the
 ME0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0149.degrees latitude (g = 980.6199 gals.).
 ME0149
 ME0149.The modeled gravity was interpolated from observed gravity values.
 ME0149
 ME0149;                    North         East    Units  Estimated Accuracy
 ME0149;SPC IN E     -   698,130.       70,630.      MT  (+/- 180 meters Scaled)
 ME0149
 ME0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818987(NAD 83)
 ME0149
 ME0149                          SUPERSEDED SURVEY CONTROL
 ME0149
 ME0149  NGVD 29 (??/??/92)  256.046  (m)          840.04   (f) ADJ UNCH    2 0
 ME0149
 ME0149.Superseded values are not recommended for survey control.
 ME0149
 ME0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0149.See file dsdata.pdf to determine how the superseded data were derived.
 ME0149
 ME0149_MARKER: DB = BENCH MARK DISK
 ME0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0149_SP_SET: FOUNDATION
 ME0149_STAMPING: D 171 1946
 ME0149_MARK LOGO: CGS
 ME0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0149
 ME0149  HISTORY     - Date     Condition        Report By
 ME0149  HISTORY     - 1946     MONUMENTED       CGS
 ME0149  HISTORY     - 1968     GOOD             CGS
 ME0149  HISTORY     - 19950914 GOOD             USPSQD
 ME0149
 ME0149                          STATION DESCRIPTION
 ME0149
 ME0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0149'AT WAKARUSA.
 ME0149'AT WAKARUSA AT THE FIRST CHRISTIAN CHURCH, SET VERTICALLY IN
 ME0149'THE NORTH FACE OF THE CONC. FOUNDATION OF THE CHURCH BLDG.,
 ME0149'1.0 FT. WEST OF THE NORTHWEST CORNER ABOUT 1.0 FT. ABOVE THE
 ME0149'GROUND AND SET IN A DRILL HOLE.
 ME0149
 ME0149                          STATION RECOVERY (1995)
 ME0149
 ME0149'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1209 ***********************************************************************
 MD1209  DESIGNATION -  D 172
 MD1209  PID         -  MD1209
 MD1209  STATE/COUNTY-  IN/KOSCIUSKO
 MD1209  COUNTRY     -  US
 MD1209  USGS QUAD   -  ATWOOD (2019)
 MD1209
 MD1209                         *CURRENT SURVEY CONTROL
 MD1209  ______________________________________________________________________
 MD1209* NAD 83(1986) POSITION- 41 21 41.     (N) 085 57 29.     (W)   SCALED
 MD1209* NAVD 88 ORTHO HEIGHT -   252.039 (meters)      826.90  (feet) ADJUSTED
 MD1209  ______________________________________________________________________
 MD1209  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 MD1209  DYNAMIC HEIGHT  -        251.938 (meters)      826.57  (feet) COMP
 MD1209  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 MD1209
 MD1209  VERT ORDER      -  SECOND    CLASS 0
 MD1209
 MD1209.The horizontal coordinates were scaled from a map and have
 MD1209.an estimated accuracy of +/- 6 seconds.
 MD1209
 MD1209.The orthometric height was determined by differential leveling and
 MD1209.adjusted by the NATIONAL GEODETIC SURVEY
 MD1209.in June 1991.
 MD1209
 MD1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1209.GEOID18 height accuracy estimate available here.
 MD1209
 MD1209.Click photographs - Photos may exist for this station.
 MD1209
 MD1209.The dynamic height is computed by dividing the NAVD 88
 MD1209.geopotential number by the normal gravity value computed on the
 MD1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1209.degrees latitude (g = 980.6199 gals.).
 MD1209
 MD1209.The modeled gravity was interpolated from observed gravity values.
 MD1209
 MD1209;                    North         East    Units  Estimated Accuracy
 MD1209;SPC IN E     -   678,730.       75,620.      MT  (+/- 180 meters Scaled)
 MD1209
 MD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL871793(NAD 83)
 MD1209
 MD1209                          SUPERSEDED SURVEY CONTROL
 MD1209
 MD1209  NGVD 29 (??/??/92)  252.169  (m)          827.32   (f) ADJ UNCH    2 0
 MD1209
 MD1209.Superseded values are not recommended for survey control.
 MD1209
 MD1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1209.See file dsdata.pdf to determine how the superseded data were derived.
 MD1209
 MD1209_MARKER: DB = BENCH MARK DISK
 MD1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1209_SP_SET: BRIDGE
 MD1209_STAMPING: D 172 1946
 MD1209_MARK LOGO: CGS
 MD1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1209
 MD1209  HISTORY     - Date     Condition        Report By
 MD1209  HISTORY     - 1946     MONUMENTED       CGS
 MD1209  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1209  HISTORY     - 19960530 MARK NOT FOUND   USPSQD
 MD1209
 MD1209                          STATION DESCRIPTION
 MD1209
 MD1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1209'7.7 MI SE FROM NAPPANEE.
 MD1209'IN KOSCIUSKO COUNTY, ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY
 MD1209'19 FROM THE INTERSECTION OF U.S. HIGHWAY 6 AT NAPPANEE, ELKHART
 MD1209'COUNTY, THENCE ABOUT 2.2 MILES EAST ALONG A BLACK-TOP ROAD,
 MD1209'AT A 30-FOOT STEEL BRIDGE OVER A DITCH, IN THE TOP OF THE WEST
 MD1209'END OF THE SOUTHEAST CONCRETE WING WALL, 9.5 FEET SOUTH OF THE
 MD1209'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 MD1209
 MD1209                          STATION RECOVERY (1990)
 MD1209
 MD1209'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1209'MARK NOT FOUND.
 MD1209
 MD1209                          STATION RECOVERY (1996)
 MD1209
 MD1209'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1837 ***********************************************************************
 LA1837  DESIGNATION -  D 173
 LA1837  PID         -  LA1837
 LA1837  STATE/COUNTY-  IN/WABASH
 LA1837  COUNTRY     -  US
 LA1837  USGS QUAD   -  SOMERSET (2019)
 LA1837
 LA1837                         *CURRENT SURVEY CONTROL
 LA1837  ______________________________________________________________________
 LA1837* NAD 83(1986) POSITION- 40 43 25.     (N) 085 49 39.     (W)   SCALED
 LA1837* NAVD 88 ORTHO HEIGHT -   244.325 (meters)      801.59  (feet) ADJUSTED
 LA1837  ______________________________________________________________________
 LA1837  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 LA1837  DYNAMIC HEIGHT  -        244.206 (meters)      801.20  (feet) COMP
 LA1837  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 LA1837
 LA1837  VERT ORDER      -  SECOND    CLASS 0
 LA1837
 LA1837.The horizontal coordinates were scaled from a map and have
 LA1837.an estimated accuracy of +/- 6 seconds.
 LA1837
 LA1837.The orthometric height was determined by differential leveling and
 LA1837.adjusted by the NATIONAL GEODETIC SURVEY
 LA1837.in June 1991.
 LA1837
 LA1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1837.GEOID18 height accuracy estimate available here.
 LA1837
 LA1837.Click photographs - Photos may exist for this station.
 LA1837
 LA1837.The dynamic height is computed by dividing the NAVD 88
 LA1837.geopotential number by the normal gravity value computed on the
 LA1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1837.degrees latitude (g = 980.6199 gals.).
 LA1837
 LA1837.The modeled gravity was interpolated from observed gravity values.
 LA1837
 LA1837;                    North         East    Units  Estimated Accuracy
 LA1837;SPC IN E     -   607,880.       86,410.      MT  (+/- 180 meters Scaled)
 LA1837
 LA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL990087(NAD 83)
 LA1837
 LA1837                          SUPERSEDED SURVEY CONTROL
 LA1837
 LA1837  NGVD 29 (??/??/92)  244.452  (m)          802.01   (f) ADJ UNCH    2 0
 LA1837
 LA1837.Superseded values are not recommended for survey control.
 LA1837
 LA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1837.See file dsdata.pdf to determine how the superseded data were derived.
 LA1837
 LA1837_MARKER: DB = BENCH MARK DISK
 LA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1837_STAMPING: D 173 1946
 LA1837_MARK LOGO: CGS
 LA1837_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1837+STABILITY: SURFACE MOTION
 LA1837
 LA1837  HISTORY     - Date     Condition        Report By
 LA1837  HISTORY     - 1946     MONUMENTED       CGS
 LA1837  HISTORY     - 1961     GOOD             CGS
 LA1837
 LA1837                          STATION DESCRIPTION
 LA1837
 LA1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1837'3.8 MI N FROM MOUNT VERNON.
 LA1837'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1837'AT MOUNT VERNON, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LA1837'OF A BLACK TOP ROAD, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1837'25 FEET SOUTH OF THE ROAD, 6 FEET SOUTH OF A CONCRETE FENCE CORNER
 LA1837'POST, 1.5 FOOT WEST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE
 LA1837'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1837
 LA1837                          STATION RECOVERY (1961)
 LA1837
 LA1837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1627 ***********************************************************************
 LA1627  DESIGNATION -  D 174
 LA1627  PID         -  LA1627
 LA1627  STATE/COUNTY-  IN/WABASH
 LA1627  COUNTRY     -  US
 LA1627  USGS QUAD   -  SOMERSET (2019)
 LA1627
 LA1627                         *CURRENT SURVEY CONTROL
 LA1627  ______________________________________________________________________
 LA1627* NAD 83(1986) POSITION- 40 42 53.     (N) 085 46 12.     (W)   SCALED
 LA1627* NAVD 88 ORTHO HEIGHT -   244.034 (meters)      800.63  (feet) ADJUSTED
 LA1627  ______________________________________________________________________
 LA1627  GEOID HEIGHT    -        -34.307 (meters)                     GEOID18
 LA1627  DYNAMIC HEIGHT  -        243.915 (meters)      800.24  (feet) COMP
 LA1627  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LA1627
 LA1627  VERT ORDER      -  FIRST     CLASS II
 LA1627
 LA1627.The horizontal coordinates were scaled from a map and have
 LA1627.an estimated accuracy of +/- 6 seconds.
 LA1627
 LA1627.The orthometric height was determined by differential leveling and
 LA1627.adjusted by the NATIONAL GEODETIC SURVEY
 LA1627.in June 1991.
 LA1627
 LA1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1627.GEOID18 height accuracy estimate available here.
 LA1627
 LA1627.Click photographs - Photos may exist for this station.
 LA1627
 LA1627.The dynamic height is computed by dividing the NAVD 88
 LA1627.geopotential number by the normal gravity value computed on the
 LA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1627.degrees latitude (g = 980.6199 gals.).
 LA1627
 LA1627.The modeled gravity was interpolated from observed gravity values.
 LA1627
 LA1627;                    North         East    Units  Estimated Accuracy
 LA1627;SPC IN E     -   606,880.       91,270.      MT  (+/- 180 meters Scaled)
 LA1627
 LA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL038078(NAD 83)
 LA1627
 LA1627                          SUPERSEDED SURVEY CONTROL
 LA1627
 LA1627  NGVD 29 (??/??/92)  244.160  (m)          801.05   (f) ADJ UNCH    1 2
 LA1627
 LA1627.Superseded values are not recommended for survey control.
 LA1627
 LA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1627.See file dsdata.pdf to determine how the superseded data were derived.
 LA1627
 LA1627_MARKER: DB = BENCH MARK DISK
 LA1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1627_STAMPING: D 174 1946
 LA1627_MARK LOGO: CGS
 LA1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1627+STABILITY: SURFACE MOTION
 LA1627
 LA1627  HISTORY     - Date     Condition        Report By
 LA1627  HISTORY     - 1946     MONUMENTED       CGS
 LA1627
 LA1627                          STATION DESCRIPTION
 LA1627
 LA1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1627'3.6 MI NW FROM LA FONTAINE.
 LA1627'ABOUT 3.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1627'FROM THE STATION AT LA FONTAINE, 57 FEET NORTHEAST AND ACROSS THE
 LA1627'TRACK FROM MILE POST 120, 99 FEET SOUTHEAST OF POWER POLE NO.
 LA1627'110-124, 89 FEET NORTH OF THE NORTHEAST END OF PIPE CULVERT NO.
 LA1627'297, 97 FEET NORTHWEST OF POWER POLE NO. 110-125, 29 FEET
 LA1627'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, AND SET IN THE TOP
 LA1627'OF A CONCRETE POST PROJECTING 6 INCHES, ABOUT 3 FEET BELOW THE
 LA1627'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0309 ***********************************************************************
 LB0309  DESIGNATION -  D 175
 LB0309  PID         -  LB0309
 LB0309  STATE/COUNTY-  IN/MIAMI
 LB0309  COUNTRY     -  US
 LB0309  USGS QUAD   -  BUNKER HILL (2019)
 LB0309
 LB0309                         *CURRENT SURVEY CONTROL
 LB0309  ______________________________________________________________________
 LB0309* NAD 83(1986) POSITION- 40 44 58.     (N) 086 00 39.     (W)   SCALED
 LB0309* NAVD 88 ORTHO HEIGHT -   199.676 (meters)      655.10  (feet) ADJUSTED
 LB0309  ______________________________________________________________________
 LB0309  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 LB0309  DYNAMIC HEIGHT  -        199.580 (meters)      654.79  (feet) COMP
 LB0309  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 LB0309
 LB0309  VERT ORDER      -  SECOND    CLASS 0
 LB0309
 LB0309.The horizontal coordinates were scaled from a map and have
 LB0309.an estimated accuracy of +/- 6 seconds.
 LB0309
 LB0309.The orthometric height was determined by differential leveling and
 LB0309.adjusted by the NATIONAL GEODETIC SURVEY
 LB0309.in June 1991.
 LB0309
 LB0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0309.GEOID18 height accuracy estimate available here.
 LB0309
 LB0309.Click photographs - Photos may exist for this station.
 LB0309
 LB0309.The dynamic height is computed by dividing the NAVD 88
 LB0309.geopotential number by the normal gravity value computed on the
 LB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0309.degrees latitude (g = 980.6199 gals.).
 LB0309
 LB0309.The modeled gravity was interpolated from observed gravity values.
 LB0309
 LB0309;                    North         East    Units  Estimated Accuracy
 LB0309;SPC IN E     -   610,790.       70,940.      MT  (+/- 180 meters Scaled)
 LB0309
 LB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835114(NAD 83)
 LB0309
 LB0309                          SUPERSEDED SURVEY CONTROL
 LB0309
 LB0309  NGVD 29 (??/??/92)  199.801  (m)          655.51   (f) ADJ UNCH    2 0
 LB0309
 LB0309.Superseded values are not recommended for survey control.
 LB0309
 LB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0309.See file dsdata.pdf to determine how the superseded data were derived.
 LB0309
 LB0309_MARKER: DB = BENCH MARK DISK
 LB0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0309_SP_SET: BRIDGE WINGWALL
 LB0309_STAMPING: D 175 1946
 LB0309_MARK LOGO: CGS
 LB0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0309
 LB0309  HISTORY     - Date     Condition        Report By
 LB0309  HISTORY     - 1946     MONUMENTED       CGS
 LB0309
 LB0309                          STATION DESCRIPTION
 LB0309
 LB0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0309'2.6 MI SE FROM PERU.
 LB0309'ABOUT 2.6 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LB0309'SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0309'AT PERU, SET IN THE TOP OF THE SOUTH WING WALL OF A 10 FOOT
 LB0309'ARCH BRIDGE OVER A CREEK, 107 FEET SOUTH EAST OF THE CENTER
 LB0309'LINE OF THE JUNCTION OF THE ENTRANCE ROAD TO THE RINGLING
 LB0309'CIRCUS FARM, 15.5 FEET SOUTHWEST AND ABOUT LEVEL WITH THE CENTER
 LB0309'LINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0310 ***********************************************************************
 LB0310  DESIGNATION -  D 175 RESET
 LB0310  PID         -  LB0310
 LB0310  STATE/COUNTY-  IN/MIAMI
 LB0310  COUNTRY     -  US
 LB0310  USGS QUAD   -  BUNKER HILL (2019)
 LB0310
 LB0310                         *CURRENT SURVEY CONTROL
 LB0310  ______________________________________________________________________
 LB0310* NAD 83(1986) POSITION- 40 44 58.     (N) 086 00 39.     (W)   SCALED
 LB0310* NAVD 88 ORTHO HEIGHT -   199.22  (meters)      653.6   (feet) RESET
 LB0310  ______________________________________________________________________
 LB0310  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 LB0310  VERT ORDER      -  THIRD
 LB0310
 LB0310.The horizontal coordinates were scaled from a map and have
 LB0310.an estimated accuracy of +/- 6 seconds.
 LB0310
 LB0310.The orthometric height was computed from unverified reset data.
 LB0310
 LB0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0310.GEOID18 height accuracy estimate available here.
 LB0310
 LB0310.Click photographs - Photos may exist for this station.
 LB0310
 LB0310;                    North         East    Units  Estimated Accuracy
 LB0310;SPC IN E     -   610,790.       70,940.      MT  (+/- 180 meters Scaled)
 LB0310
 LB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835114(NAD 83)
 LB0310
 LB0310                          SUPERSEDED SURVEY CONTROL
 LB0310
 LB0310.No superseded survey control is available for this station.
 LB0310
 LB0310_MARKER: DB = BENCH MARK DISK
 LB0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0310_SP_SET: BRIDGE WINGWALL
 LB0310_STAMPING: D 175 RESET 1966
 LB0310_MARK LOGO: CGS
 LB0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0310
 LB0310  HISTORY     - Date     Condition        Report By
 LB0310  HISTORY     - 1966     MONUMENTED       INHD
 LB0310  HISTORY     - 1968     GOOD             CGS
 LB0310
 LB0310                          STATION DESCRIPTION
 LB0310
 LB0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0310'2.6 MI SE FROM PERU.
 LB0310'ABOUT 2.6 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LB0310'THE SOUTH END OF THE WAYNE STREET BRIDGE OVER THE WABASH RIVER
 LB0310'AT PERU, ON THE FRANCIS GODFROY RESERVE 9 T-27N R-5E, BUTLER
 LB0310'TOWNSHIP, ABOUT 3.25 MILES EAST OF THE JUNCTION OF STATE
 LB0310'ROAD 21 ALONG STATE ROAD 124, SET IN THE TOP OF THE HIGH
 LB0310'WING SECTION OF THE NORTHWEST WINGWALL, 27.5 FEET RIGHT OF THE
 LB0310'CENTER LINE OF ROAD AT STATION 4+90.5.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0349 ***********************************************************************
 ME0349  DESIGNATION -  D 176
 ME0349  PID         -  ME0349
 ME0349  STATE/COUNTY-  IN/MARSHALL
 ME0349  COUNTRY     -  US
 ME0349  USGS QUAD   -  ARGOS (2019)
 ME0349
 ME0349                         *CURRENT SURVEY CONTROL
 ME0349  ______________________________________________________________________
 ME0349* NAD 83(1986) POSITION- 41 10 20.     (N) 086 11 02.     (W)   SCALED
 ME0349* NAVD 88 ORTHO HEIGHT -   251.619 (meters)      825.52  (feet) ADJUSTED
 ME0349  ______________________________________________________________________
 ME0349  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 ME0349  DYNAMIC HEIGHT  -        251.511 (meters)      825.17  (feet) COMP
 ME0349  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 ME0349
 ME0349  VERT ORDER      -  SECOND    CLASS 0
 ME0349
 ME0349.The horizontal coordinates were scaled from a map and have
 ME0349.an estimated accuracy of +/- 6 seconds.
 ME0349
 ME0349.The orthometric height was determined by differential leveling and
 ME0349.adjusted by the NATIONAL GEODETIC SURVEY
 ME0349.in June 1991.
 ME0349
 ME0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0349.GEOID18 height accuracy estimate available here.
 ME0349
 ME0349.Click photographs - Photos may exist for this station.
 ME0349
 ME0349.The dynamic height is computed by dividing the NAVD 88
 ME0349.geopotential number by the normal gravity value computed on the
 ME0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0349.degrees latitude (g = 980.6199 gals.).
 ME0349
 ME0349.The modeled gravity was interpolated from observed gravity values.
 ME0349
 ME0349;                    North         East    Units  Estimated Accuracy
 ME0349;SPC IN E     -   657,810.       56,600.      MT  (+/- 180 meters Scaled)
 ME0349
 ME0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL684581(NAD 83)
 ME0349
 ME0349                          SUPERSEDED SURVEY CONTROL
 ME0349
 ME0349  NGVD 29 (??/??/92)  251.736  (m)          825.90   (f) ADJ UNCH    2 0
 ME0349
 ME0349.Superseded values are not recommended for survey control.
 ME0349
 ME0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0349.See file dsdata.pdf to determine how the superseded data were derived.
 ME0349
 ME0349_MARKER: DB = BENCH MARK DISK
 ME0349_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0349_SP_SET: FENCE POST
 ME0349_STAMPING: D 176 1946
 ME0349_MARK LOGO: CGS
 ME0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0349
 ME0349  HISTORY     - Date     Condition        Report By
 ME0349  HISTORY     - 1946     MONUMENTED       CGS
 ME0349  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0349
 ME0349                          STATION DESCRIPTION
 ME0349
 ME0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0349'8 MI W FROM MENTONE.
 ME0349'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST CHURCH
 ME0349'AT MENTONE, THENCE ABOUT 3.5 MILES WEST ALONG THE MARSHALL-FULTON
 ME0349'COUNTY LINE ROAD, ABOUT 0.1 MILE EAST OF A 2-STORY WHITE FARM
 ME0349'HOUSE OF THE SOUTH SIDE OF THE ROAD, AT A T FENCE CORNER ON THE
 ME0349'NORTH SIDE OF THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 ME0349'18 IN X 18 IN CONCRETE CORNER FENCE POST, 30 FEET NORTH AND ACROSS
 ME0349'THE ROAD FROM POWER POLE 278/512, 15 FEET NORTH OF THE CENTER LINE
 ME0349'OF THE ROAD, AND ABOUT 1.8 FEET ABOVE THE GROUND.
 ME0349
 ME0349                          STATION RECOVERY (2011)
 ME0349
 ME0349'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0350 ***********************************************************************
 ME0350  DESIGNATION -  D 176 RESET
 ME0350  PID         -  ME0350
 ME0350  STATE/COUNTY-  IN/MARSHALL
 ME0350  COUNTRY     -  US
 ME0350  USGS QUAD   -  ARGOS (2019)
 ME0350
 ME0350                         *CURRENT SURVEY CONTROL
 ME0350  ______________________________________________________________________
 ME0350* NAD 83(1986) POSITION- 41 10 20.     (N) 086 11 02.     (W)   SCALED
 ME0350* NAVD 88 ORTHO HEIGHT -   251.25  (meters)      824.3   (feet) RESET
 ME0350  ______________________________________________________________________
 ME0350  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 ME0350  VERT ORDER      -  THIRD
 ME0350
 ME0350.The horizontal coordinates were scaled from a map and have
 ME0350.an estimated accuracy of +/- 6 seconds.
 ME0350
 ME0350.The orthometric height was computed from unverified reset data.
 ME0350
 ME0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0350.GEOID18 height accuracy estimate available here.
 ME0350
 ME0350.Click photographs - Photos may exist for this station.
 ME0350
 ME0350;                    North         East    Units  Estimated Accuracy
 ME0350;SPC IN E     -   657,810.       56,600.      MT  (+/- 180 meters Scaled)
 ME0350
 ME0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL684581(NAD 83)
 ME0350
 ME0350                          SUPERSEDED SURVEY CONTROL
 ME0350
 ME0350.No superseded survey control is available for this station.
 ME0350
 ME0350_MARKER: DB = BENCH MARK DISK
 ME0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0350_STAMPING: D 176 RESET 1957
 ME0350_MARK LOGO: CGS
 ME0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0350+STABILITY: SURFACE MOTION
 ME0350
 ME0350  HISTORY     - Date     Condition        Report By
 ME0350  HISTORY     - 1957     MONUMENTED       INHD
 ME0350  HISTORY     - 1958     GOOD             CGS
 ME0350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0350  HISTORY     - 20110316 GOOD             INDOT
 ME0350
 ME0350                          STATION DESCRIPTION
 ME0350
 ME0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0350'8 MI W FROM MENTONE.
 ME0350'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0350'CHURCH AT MENTONE, THENCE ABOUT 3.5 MILES WEST ALONG THE
 ME0350'MARSHALL-FULTON COUNTY LINE ROAD, ON STATE ROAD 110 RIGHT OF WAY,
 ME0350'40 FEET NORTH OF STATION 123+75 NORTHEAST ACROSS THE ROAD FROM
 ME0350'NISPCO POWER POLE 292-114, AND NORTHWEST ACROSS THE ROAD FROM
 ME0350'POLE 292-115.
 ME0350
 ME0350                          STATION RECOVERY (1987)
 ME0350
 ME0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0350'MARK NOT FOUND.
 ME0350
 ME0350                          STATION RECOVERY (2011)
 ME0350
 ME0350'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0449 ***********************************************************************
 ME0449  DESIGNATION -  D 177
 ME0449  PID         -  ME0449
 ME0449  STATE/COUNTY-  IN/FULTON
 ME0449  COUNTRY     -  US
 ME0449  USGS QUAD   -  ROCHESTER (2019)
 ME0449
 ME0449                         *CURRENT SURVEY CONTROL
 ME0449  ______________________________________________________________________
 ME0449* NAD 83(1986) POSITION- 41 03 28.     (N) 086 10 05.     (W)   SCALED
 ME0449* NAVD 88 ORTHO HEIGHT -   239.622 (meters)      786.16  (feet) ADJUSTED
 ME0449  ______________________________________________________________________
 ME0449  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 ME0449  DYNAMIC HEIGHT  -        239.517 (meters)      785.82  (feet) COMP
 ME0449  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 ME0449
 ME0449  VERT ORDER      -  SECOND    CLASS 0
 ME0449
 ME0449.The horizontal coordinates were scaled from a map and have
 ME0449.an estimated accuracy of +/- 6 seconds.
 ME0449
 ME0449.The orthometric height was determined by differential leveling and
 ME0449.adjusted by the NATIONAL GEODETIC SURVEY
 ME0449.in June 1991.
 ME0449
 ME0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0449.GEOID18 height accuracy estimate available here.
 ME0449
 ME0449.Click photographs - Photos may exist for this station.
 ME0449
 ME0449.The dynamic height is computed by dividing the NAVD 88
 ME0449.geopotential number by the normal gravity value computed on the
 ME0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0449.degrees latitude (g = 980.6199 gals.).
 ME0449
 ME0449.The modeled gravity was interpolated from observed gravity values.
 ME0449
 ME0449;                    North         East    Units  Estimated Accuracy
 ME0449;SPC IN E     -   645,100.       57,850.      MT  (+/- 180 meters Scaled)
 ME0449
 ME0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699455(NAD 83)
 ME0449
 ME0449                          SUPERSEDED SURVEY CONTROL
 ME0449
 ME0449  NGVD 29 (??/??/92)  239.744  (m)          786.56   (f) ADJ UNCH    2 0
 ME0449
 ME0449.Superseded values are not recommended for survey control.
 ME0449
 ME0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0449.See file dsdata.pdf to determine how the superseded data were derived.
 ME0449
 ME0449_MARKER: DB = BENCH MARK DISK
 ME0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0449_SP_SET: CULVERT HEADWALL
 ME0449_STAMPING: D 177 1946
 ME0449_MARK LOGO: CGS
 ME0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0449+STABILITY: SURFACE MOTION
 ME0449
 ME0449  HISTORY     - Date     Condition        Report By
 ME0449  HISTORY     - 1946     MONUMENTED       CGS
 ME0449  HISTORY     - 1990     GOOD             USPSQD
 ME0449  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0449
 ME0449                          STATION DESCRIPTION
 ME0449
 ME0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0449'2.6 MI E FROM ROCHESTER.
 ME0449'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY COURT
 ME0449'HOUSE AT ROCHESTER, NEAR THE SOUTHEAST END OF A LONG S TYPE
 ME0449'CURVE, 143 FEET EAST OF THE CENTER OF THE INTERSECTION WITH A
 ME0449'NORTH-SOUTH GRAVEL ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 ME0449'NORTHEAST CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT,
 ME0449'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 ME0449'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT 0.5
 ME0449'FOOT ABOVE HIGHWAY LEVEL.  NOTE-- THIS MARK IS 2.3 MILES
 ME0449'WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT ATHENS.
 ME0449
 ME0449                          STATION RECOVERY (1990)
 ME0449
 ME0449'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0449'RECOVERED IN GOOD CONDITION.
 ME0449
 ME0449                          STATION RECOVERY (1992)
 ME0449
 ME0449'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0449'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1690 ***********************************************************************
 LA1690  DESIGNATION -  D 178
 LA1690  PID         -  LA1690
 LA1690  STATE/COUNTY-  IN/WABASH
 LA1690  COUNTRY     -  US
 LA1690  USGS QUAD   -  ROANN (2019)
 LA1690
 LA1690                         *CURRENT SURVEY CONTROL
 LA1690  ______________________________________________________________________
 LA1690* NAD 83(1986) POSITION- 40 58 05.     (N) 085 53 29.     (W)   SCALED
 LA1690* NAVD 88 ORTHO HEIGHT -   243.312 (meters)      798.27  (feet) ADJUSTED
 LA1690  ______________________________________________________________________
 LA1690  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 LA1690  DYNAMIC HEIGHT  -        243.201 (meters)      797.90  (feet) COMP
 LA1690  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 LA1690
 LA1690  VERT ORDER      -  SECOND    CLASS 0
 LA1690
 LA1690.The horizontal coordinates were scaled from a map and have
 LA1690.an estimated accuracy of +/- 6 seconds.
 LA1690
 LA1690.The orthometric height was determined by differential leveling and
 LA1690.adjusted by the NATIONAL GEODETIC SURVEY
 LA1690.in June 1991.
 LA1690
 LA1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1690.GEOID18 height accuracy estimate available here.
 LA1690
 LA1690.Click photographs - Photos may exist for this station.
 LA1690
 LA1690.The dynamic height is computed by dividing the NAVD 88
 LA1690.geopotential number by the normal gravity value computed on the
 LA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1690.degrees latitude (g = 980.6199 gals.).
 LA1690
 LA1690.The modeled gravity was interpolated from observed gravity values.
 LA1690
 LA1690;                    North         East    Units  Estimated Accuracy
 LA1690;SPC IN E     -   635,040.       81,080.      MT  (+/- 180 meters Scaled)
 LA1690
 LA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932358(NAD 83)
 LA1690
 LA1690                          SUPERSEDED SURVEY CONTROL
 LA1690
 LA1690  NGVD 29 (??/??/92)  243.436  (m)          798.67   (f) ADJ UNCH    2 0
 LA1690
 LA1690.Superseded values are not recommended for survey control.
 LA1690
 LA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1690.See file dsdata.pdf to determine how the superseded data were derived.
 LA1690
 LA1690_MARKER: DB = BENCH MARK DISK
 LA1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1690_STAMPING: D 178 1946
 LA1690_MARK LOGO: CGS
 LA1690_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1690+STABILITY: SURFACE MOTION
 LA1690
 LA1690  HISTORY     - Date     Condition        Report By
 LA1690  HISTORY     - 1946     MONUMENTED       CGS
 LA1690  HISTORY     - 20120307 GOOD             INDNR
 LA1690
 LA1690                          STATION DESCRIPTION
 LA1690
 LA1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1690'7.2 MI S FROM SILVER LAKE.
 LA1690'ABOUT 7.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 LA1690'AT SILVER LAKE, IN THE SOUTHWEST QUARTER OF AN EAST-WEST PAVED
 LA1690'ROAD INTERSECTION, 155 FEET SOUTHEAST AND ACROSS THE EAST-WEST
 LA1690'ROAD FROM THE SOUTHEAST CORNER OF A GREY HOUSE, 52 FEET SOUTH
 LA1690'OF THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET WEST OF THE
 LA1690'CENTER LINE OF THE HIGHWAY, 11.5 FEET NORTH OF A TELEPHONE POLE,
 LA1690'3.5 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 1/2
 LA1690'FEET ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 LA1690'PROJECTING ABOUT 6 INCHES.
 LA1690
 LA1690                          STATION RECOVERY (2012)
 LA1690
 LA1690'RECOVERY NOTE BY IN DEPT OF NAT RES 2012 (BMC)
 LA1690'THE EAST-WEST PAVED ROAD IS COUNTY ROAD 1000 N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0456 ***********************************************************************
 ME0456  DESIGNATION -  D 179
 ME0456  PID         -  ME0456
 ME0456  STATE/COUNTY-  IN/FULTON
 ME0456  COUNTRY     -  US
 ME0456  USGS QUAD   -  PERSHING (2019)
 ME0456
 ME0456                         *CURRENT SURVEY CONTROL
 ME0456  ______________________________________________________________________
 ME0456* NAD 83(1986) POSITION- 41 03 16.     (N) 086 15 41.     (W)   SCALED
 ME0456* NAVD 88 ORTHO HEIGHT -   233.270 (meters)      765.32  (feet) ADJUSTED
 ME0456  ______________________________________________________________________
 ME0456  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 ME0456  DYNAMIC HEIGHT  -        233.169 (meters)      764.99  (feet) COMP
 ME0456  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 ME0456
 ME0456  VERT ORDER      -  SECOND    CLASS 0
 ME0456
 ME0456.The horizontal coordinates were scaled from a map and have
 ME0456.an estimated accuracy of +/- 6 seconds.
 ME0456
 ME0456.The orthometric height was determined by differential leveling and
 ME0456.adjusted by the NATIONAL GEODETIC SURVEY
 ME0456.in June 1991.
 ME0456
 ME0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0456.GEOID18 height accuracy estimate available here.
 ME0456
 ME0456.Click photographs - Photos may exist for this station.
 ME0456
 ME0456.The dynamic height is computed by dividing the NAVD 88
 ME0456.geopotential number by the normal gravity value computed on the
 ME0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0456.degrees latitude (g = 980.6199 gals.).
 ME0456
 ME0456.The modeled gravity was interpolated from observed gravity values.
 ME0456
 ME0456;                    North         East    Units  Estimated Accuracy
 ME0456;SPC IN E     -   644,780.       50,010.      MT  (+/- 180 meters Scaled)
 ME0456
 ME0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL620450(NAD 83)
 ME0456
 ME0456                          SUPERSEDED SURVEY CONTROL
 ME0456
 ME0456  NGVD 29 (??/??/92)  233.394  (m)          765.73   (f) ADJ UNCH    2 0
 ME0456
 ME0456.Superseded values are not recommended for survey control.
 ME0456
 ME0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0456.See file dsdata.pdf to determine how the superseded data were derived.
 ME0456
 ME0456_MARKER: DB = BENCH MARK DISK
 ME0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0456_STAMPING: D 179 1946
 ME0456_MARK LOGO: CGS
 ME0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0456+STABILITY: SURFACE MOTION
 ME0456
 ME0456  HISTORY     - Date     Condition        Report By
 ME0456  HISTORY     - 1946     MONUMENTED       CGS
 ME0456  HISTORY     - 1990     GOOD             USPSQD
 ME0456
 ME0456                          STATION DESCRIPTION
 ME0456
 ME0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0456'3.1 MI SW FROM ROCHESTER.
 ME0456'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT
 ME0456'HOUSE AT ROCHESTER, THENCE ABOUT 2.4 MILES WEST ALONG STATE
 ME0456'HIGHWAY 14, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 39
 ME0456'FEET WEST AND ACROSS THE GRAVEL ROAD FROM POWER POLE NO. A/27,
 ME0456'34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST
 ME0456'OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5 FEET NORTHEAST OF A
 ME0456'VERTICAL RAILROAD RAIL FENCE CORNER POST, 1.5 FOOT SOUTH OF
 ME0456'TELEPHONE POLE NO. 1651, ABOUT LEVEL WITH THE JUNCTION, AND SET
 ME0456'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0456
 ME0456                          STATION RECOVERY (1990)
 ME0456
 ME0456'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0924 ***********************************************************************
 ME0924  DESIGNATION -  D 18
 ME0924  PID         -  ME0924
 ME0924  STATE/COUNTY-  IN/LAKE
 ME0924  COUNTRY     -  US
 ME0924  USGS QUAD   -  HIGHLAND (2019)
 ME0924
 ME0924                         *CURRENT SURVEY CONTROL
 ME0924  ______________________________________________________________________
 ME0924* NAD 83(1986) POSITION- 41 36 17.     (N) 087 27 49.     (W)   SCALED
 ME0924* NAVD 88 ORTHO HEIGHT -   181.396 (meters)      595.13  (feet) ADJUSTED
 ME0924  ______________________________________________________________________
 ME0924  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 ME0924  DYNAMIC HEIGHT  -        181.329 (meters)      594.91  (feet) COMP
 ME0924  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 ME0924
 ME0924  VERT ORDER      -  FIRST     CLASS II
 ME0924
 ME0924.The horizontal coordinates were scaled from a map and have
 ME0924.an estimated accuracy of +/- 6 seconds.
 ME0924
 ME0924.The orthometric height was determined by differential leveling and
 ME0924.adjusted by the NATIONAL GEODETIC SURVEY
 ME0924.in June 1991.
 ME0924
 ME0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0924.GEOID18 height accuracy estimate available here.
 ME0924
 ME0924.Click photographs - Photos may exist for this station.
 ME0924
 ME0924.The dynamic height is computed by dividing the NAVD 88
 ME0924.geopotential number by the normal gravity value computed on the
 ME0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0924.degrees latitude (g = 980.6199 gals.).
 ME0924
 ME0924.The modeled gravity was interpolated from observed gravity values.
 ME0924
 ME0924;                    North         East    Units  Estimated Accuracy
 ME0924;SPC IN W     -   705,790.      868,300.      MT  (+/- 180 meters Scaled)
 ME0924
 ME0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM613059(NAD 83)
 ME0924
 ME0924                          SUPERSEDED SURVEY CONTROL
 ME0924
 ME0924  NGVD 29 (??/??/92)  181.501  (m)          595.47   (f) ADJ UNCH    1 2
 ME0924
 ME0924.Superseded values are not recommended for survey control.
 ME0924
 ME0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0924.See file dsdata.pdf to determine how the superseded data were derived.
 ME0924
 ME0924_MARKER: DB = BENCH MARK DISK
 ME0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0924_STAMPING: D 18 1934
 ME0924_MARK LOGO: CGS
 ME0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0924+STABILITY: SURFACE MOTION
 ME0924
 ME0924  HISTORY     - Date     Condition        Report By
 ME0924  HISTORY     - 1934     MONUMENTED       CGS
 ME0924  HISTORY     - 1947     MARK NOT FOUND   CGS
 ME0924  HISTORY     - 1959     MARK NOT FOUND   USGS
 ME0924
 ME0924                          STATION DESCRIPTION
 ME0924
 ME0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0924'AT HAMMOND.
 ME0924'ON THE NEW YORK CENTRAL RAILROAD, 100 FEET NORTHWEST OF THE
 ME0924'STATION AT GIBSON, ABOUT 175 YARDS SOUTH OF THE CROSSING OF THE
 ME0924'MICHIGAN CENTRAL RAILROAD, 75 YARDS EAST OF THE ROUNDHOUSE,
 ME0924'60 FEET NORTH OF THE CENTER OF A DIRT-ROAD CROSSING, AND LEVEL
 ME0924'WITH THE RAIL.  A STANDARD DISK, STAMPED D 18 1934 AND SET IN
 ME0924'THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN NOVEMBER
 ME0924'1953 THAT THE MARK IS PROBABLY COVERED WITH DEBRIS.
 ME0924
 ME0924                          STATION RECOVERY (1959)
 ME0924
 ME0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ME0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0237 ***********************************************************************
 LB0237  DESIGNATION -  D 180
 LB0237  PID         -  LB0237
 LB0237  STATE/COUNTY-  IN/MIAMI
 LB0237  COUNTRY     -  US
 LB0237  USGS QUAD   -  PERU (2019)
 LB0237
 LB0237                         *CURRENT SURVEY CONTROL
 LB0237  ______________________________________________________________________
 LB0237* NAD 83(1986) POSITION- 40 45 50.     (N) 086 03 37.     (W)   SCALED
 LB0237* NAVD 88 ORTHO HEIGHT -   198.179 (meters)      650.19  (feet) ADJUSTED
 LB0237  ______________________________________________________________________
 LB0237  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 LB0237  DYNAMIC HEIGHT  -        198.084 (meters)      649.88  (feet) COMP
 LB0237  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 LB0237
 LB0237  VERT ORDER      -  SECOND    CLASS 0
 LB0237
 LB0237.The horizontal coordinates were scaled from a map and have
 LB0237.an estimated accuracy of +/- 6 seconds.
 LB0237
 LB0237.The orthometric height was determined by differential leveling and
 LB0237.adjusted by the NATIONAL GEODETIC SURVEY
 LB0237.in June 1991.
 LB0237
 LB0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0237.GEOID18 height accuracy estimate available here.
 LB0237
 LB0237.Click photographs - Photos may exist for this station.
 LB0237
 LB0237.The dynamic height is computed by dividing the NAVD 88
 LB0237.geopotential number by the normal gravity value computed on the
 LB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0237.degrees latitude (g = 980.6199 gals.).
 LB0237
 LB0237.The modeled gravity was interpolated from observed gravity values.
 LB0237
 LB0237;                    North         East    Units  Estimated Accuracy
 LB0237;SPC IN E     -   612,410.       66,770.      MT  (+/- 180 meters Scaled)
 LB0237
 LB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL793129(NAD 83)
 LB0237
 LB0237                          SUPERSEDED SURVEY CONTROL
 LB0237
 LB0237  NGVD 29 (??/??/92)  198.302  (m)          650.60   (f) ADJ UNCH    2 0
 LB0237
 LB0237.Superseded values are not recommended for survey control.
 LB0237
 LB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0237.See file dsdata.pdf to determine how the superseded data were derived.
 LB0237
 LB0237_MARKER: DB = BENCH MARK DISK
 LB0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0237_SP_SET: BUILDING
 LB0237_STAMPING: D 180 1946
 LB0237_MARK LOGO: CGS
 LB0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0237+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 LB0237
 LB0237  HISTORY     - Date     Condition        Report By
 LB0237  HISTORY     - 1946     MONUMENTED       CGS
 LB0237  HISTORY     - 1989     GOOD             USPSQD
 LB0237  HISTORY     - 20050802 GOOD             BFSINC
 LB0237
 LB0237                          STATION DESCRIPTION
 LB0237
 LB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0237'AT PERU.
 LB0237'AT PERU, ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE
 LB0237'COURT HOUSE, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST
 LB0237'CORNER OF FIRE STATION NO. 2, ON THE CORNER OF NORTH BENTON AND
 LB0237'WASHINGTON STREETS, 2.2 FEET SOUTH OF THE NORTHWEST CORNER, ABOUT
 LB0237'3 FEET ABOVE THE GROUND.
 LB0237
 LB0237                          STATION RECOVERY (1989)
 LB0237
 LB0237'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0237'RECOVERED IN GOOD CONDITION.
 LB0237
 LB0237                          STATION RECOVERY (2005)
 LB0237
 LB0237'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0192 ***********************************************************************
 LB0192  DESIGNATION -  D 181
 LB0192  PID         -  LB0192
 LB0192  STATE/COUNTY-  IN/FULTON
 LB0192  COUNTRY     -  US
 LB0192  USGS QUAD   -  FULTON (2019)
 LB0192
 LB0192                         *CURRENT SURVEY CONTROL
 LB0192  ______________________________________________________________________
 LB0192* NAD 83(1986) POSITION- 40 56 44.     (N) 086 17 58.     (W)   SCALED
 LB0192* NAVD 88 ORTHO HEIGHT -   237.225 (meters)      778.30  (feet) ADJUSTED
 LB0192  ______________________________________________________________________
 LB0192  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 LB0192  DYNAMIC HEIGHT  -        237.121 (meters)      777.95  (feet) COMP
 LB0192  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 LB0192
 LB0192  VERT ORDER      -  SECOND    CLASS 0
 LB0192
 LB0192.The horizontal coordinates were scaled from a map and have
 LB0192.an estimated accuracy of +/- 6 seconds.
 LB0192
 LB0192.The orthometric height was determined by differential leveling and
 LB0192.adjusted by the NATIONAL GEODETIC SURVEY
 LB0192.in June 1991.
 LB0192
 LB0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0192.GEOID18 height accuracy estimate available here.
 LB0192
 LB0192.Click photographs - Photos may exist for this station.
 LB0192
 LB0192.The dynamic height is computed by dividing the NAVD 88
 LB0192.geopotential number by the normal gravity value computed on the
 LB0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0192.degrees latitude (g = 980.6199 gals.).
 LB0192
 LB0192.The modeled gravity was interpolated from observed gravity values.
 LB0192
 LB0192;                    North         East    Units  Estimated Accuracy
 LB0192;SPC IN E     -   632,710.       46,720.      MT  (+/- 180 meters Scaled)
 LB0192
 LB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL589329(NAD 83)
 LB0192
 LB0192                          SUPERSEDED SURVEY CONTROL
 LB0192
 LB0192  NGVD 29 (??/??/92)  237.346  (m)          778.69   (f) ADJ UNCH    2 0
 LB0192
 LB0192.Superseded values are not recommended for survey control.
 LB0192
 LB0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0192.See file dsdata.pdf to determine how the superseded data were derived.
 LB0192
 LB0192_MARKER: DB = BENCH MARK DISK
 LB0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0192_STAMPING: D 181 1946
 LB0192_MARK LOGO: CGS
 LB0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0192+STABILITY: SURFACE MOTION
 LB0192
 LB0192  HISTORY     - Date     Condition        Report By
 LB0192  HISTORY     - 1946     MONUMENTED       CGS
 LB0192  HISTORY     - 1989     GOOD             USPSQD
 LB0192  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0192
 LB0192                          STATION DESCRIPTION
 LB0192
 LB0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0192'2.2 MI SW FROM FULTON.
 LB0192'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0192'AT FULTON, THENCE ABOUT 1.9 MILES WEST ALONG A GRAVEL ROAD LEADING
 LB0192'TO BLUEGRASS, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 LB0192'OF A NORTH-SOUTH ROAD, 119 FEET SOUTH AND ACROSS THE ROAD FROM
 LB0192'THE SOUTHEAST CORNER OF AN IMITATION BRICK HOUSE, 48 FEET WEST
 LB0192'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET SOUTH OF THE
 LB0192'CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A VERTICAL RAILROAD
 LB0192'RAIL FENCE CORNER POST, ABOUT 0.5 FOOT BELOW THE ROAD, AND SET
 LB0192'IN A CONCRETE POST PROJECTING 6 INCHES.
 LB0192
 LB0192                          STATION RECOVERY (1989)
 LB0192
 LB0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0192'RECOVERED IN GOOD CONDITION.
 LB0192
 LB0192                          STATION RECOVERY (1992)
 LB0192
 LB0192'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1036 ***********************************************************************
 MD1036  DESIGNATION -  D 182
 MD1036  PID         -  MD1036
 MD1036  STATE/COUNTY-  IN/KOSCIUSKO
 MD1036  COUNTRY     -  US
 MD1036  USGS QUAD   -  BURKET (2019)
 MD1036
 MD1036                         *CURRENT SURVEY CONTROL
 MD1036  ______________________________________________________________________
 MD1036* NAD 83(1986) POSITION- 41 09 02.     (N) 085 52 51.     (W)   SCALED
 MD1036* NAVD 88 ORTHO HEIGHT -   259.318 (meters)      850.78  (feet) ADJUSTED
 MD1036  ______________________________________________________________________
 MD1036  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 MD1036  DYNAMIC HEIGHT  -        259.205 (meters)      850.41  (feet) COMP
 MD1036  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 MD1036
 MD1036  VERT ORDER      -  FIRST     CLASS II
 MD1036
 MD1036.The horizontal coordinates were scaled from a map and have
 MD1036.an estimated accuracy of +/- 6 seconds.
 MD1036
 MD1036.The orthometric height was determined by differential leveling and
 MD1036.adjusted by the NATIONAL GEODETIC SURVEY
 MD1036.in June 1991.
 MD1036
 MD1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1036.GEOID18 height accuracy estimate available here.
 MD1036
 MD1036.Click photographs - Photos may exist for this station.
 MD1036
 MD1036.The dynamic height is computed by dividing the NAVD 88
 MD1036.geopotential number by the normal gravity value computed on the
 MD1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1036.degrees latitude (g = 980.6199 gals.).
 MD1036
 MD1036.The modeled gravity was interpolated from observed gravity values.
 MD1036
 MD1036;                    North         East    Units  Estimated Accuracy
 MD1036;SPC IN E     -   655,300.       82,020.      MT  (+/- 180 meters Scaled)
 MD1036
 MD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939560(NAD 83)
 MD1036
 MD1036                          SUPERSEDED SURVEY CONTROL
 MD1036
 MD1036  NGVD 29 (??/??/92)  259.450  (m)          851.21   (f) ADJ UNCH    1 2
 MD1036
 MD1036.Superseded values are not recommended for survey control.
 MD1036
 MD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1036.See file dsdata.pdf to determine how the superseded data were derived.
 MD1036
 MD1036_MARKER: DB = BENCH MARK DISK
 MD1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1036_SP_SET: ABUTMENT
 MD1036_STAMPING: D 182 1946
 MD1036_MARK LOGO: CGS
 MD1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1036
 MD1036  HISTORY     - Date     Condition        Report By
 MD1036  HISTORY     - 1946     MONUMENTED       CGS
 MD1036  HISTORY     - 1987     GOOD             USPSQD
 MD1036
 MD1036                          STATION DESCRIPTION
 MD1036
 MD1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1036'1.6 MI N FROM CLAYPOOL.
 MD1036'1.65 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1036'STATION AT CLAYPOOL, ABOUT 140 YARDS SOUTH OF A BLACK TOP ROAD
 MD1036'CROSSING, ABOUT 90 YARDS SOUTH OF MILE POST 86, SET IN THE TOP OF
 MD1036'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE NO. 176, 6.5
 MD1036'FEET EAST OF THE EAST RAIL, ABOUT 0.5 FOOT BELOW THE TRACK, AND
 MD1036'SET IN A DRILL HOLE.  NOTE-- MARK IS ABOUT 0.1 MILE EAST ALONG THE
 MD1036'BLACK TOP ROAD AND 140 YARDS SOUTH ALONG THE RAILROAD FROM THE MT.
 MD1036'PLEASANT CHURCH AND CEMETERY.
 MD1036
 MD1036                          STATION RECOVERY (1987)
 MD1036
 MD1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBB)
 MD1036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0149 ***********************************************************************
 LB0149  DESIGNATION -  D 183
 LB0149  PID         -  LB0149
 LB0149  STATE/COUNTY-  IN/CASS
 LB0149  COUNTRY     -  US
 LB0149  USGS QUAD   -  LOGANSPORT (2019)
 LB0149
 LB0149                         *CURRENT SURVEY CONTROL
 LB0149  ______________________________________________________________________
 LB0149* NAD 83(1986) POSITION- 40 51 59.     (N) 086 18 04.     (W)   SCALED
 LB0149* NAVD 88 ORTHO HEIGHT -   239.463 (meters)      785.64  (feet) ADJUSTED
 LB0149  ______________________________________________________________________
 LB0149  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LB0149  DYNAMIC HEIGHT  -        239.354 (meters)      785.28  (feet) COMP
 LB0149  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 LB0149
 LB0149  VERT ORDER      -  SECOND    CLASS 0
 LB0149
 LB0149.The horizontal coordinates were scaled from a map and have
 LB0149.an estimated accuracy of +/- 6 seconds.
 LB0149
 LB0149.The orthometric height was determined by differential leveling and
 LB0149.adjusted by the NATIONAL GEODETIC SURVEY
 LB0149.in June 1991.
 LB0149
 LB0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0149.GEOID18 height accuracy estimate available here.
 LB0149
 LB0149.Click photographs - Photos may exist for this station.
 LB0149
 LB0149.The dynamic height is computed by dividing the NAVD 88
 LB0149.geopotential number by the normal gravity value computed on the
 LB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0149.degrees latitude (g = 980.6199 gals.).
 LB0149
 LB0149.The modeled gravity was interpolated from observed gravity values.
 LB0149
 LB0149;                    North         East    Units  Estimated Accuracy
 LB0149;SPC IN E     -   623,920.       46,520.      MT  (+/- 180 meters Scaled)
 LB0149
 LB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588241(NAD 83)
 LB0149
 LB0149                          SUPERSEDED SURVEY CONTROL
 LB0149
 LB0149  NGVD 29 (??/??/92)  239.579  (m)          786.02   (f) ADJ UNCH    2 0
 LB0149
 LB0149.Superseded values are not recommended for survey control.
 LB0149
 LB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0149.See file dsdata.pdf to determine how the superseded data were derived.
 LB0149
 LB0149_MARKER: DB = BENCH MARK DISK
 LB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0149_STAMPING: D 183 1946
 LB0149_MARK LOGO: CGS
 LB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0149+STABILITY: SURFACE MOTION
 LB0149
 LB0149  HISTORY     - Date     Condition        Report By
 LB0149  HISTORY     - 1946     MONUMENTED       CGS
 LB0149  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0149
 LB0149                          STATION DESCRIPTION
 LB0149
 LB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0149'0.6 MI E FROM METEA.
 LB0149'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 16 FROM ITS INTERSECTION
 LB0149'WITH STATE HIGHWAY 25 AT METEA, ABOUT 0.55 MILE WEST OF A
 LB0149'CONCRETE BRIDGE OVER TWELVE MILE CREEK, SET AT A WOODEN GATE
 LB0149'AT A T FENCE CORNER IN THE SOUTH RIGHT-OF-WAY FENCE, 74 FEET
 LB0149'SOUTHEAST AND ACROSS THE HIGHWAY FROM AN 8 INCH CHERRY TREE,
 LB0149'56 FEET WEST OF POWER POLE NO. 127/621, 9 FEET WEST OF THE T
 LB0149'FENCE CORNER POST, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LB0149'HIGHWAY, ABOUT 0.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE
 LB0149'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0149
 LB0149                          STATION RECOVERY (1989)
 LB0149
 LB0149'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0437 ***********************************************************************
 LB0437  DESIGNATION -  D 184
 LB0437  PID         -  LB0437
 LB0437  STATE/COUNTY-  IN/CLINTON
 LB0437  COUNTRY     -  US
 LB0437  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0437
 LB0437                         *CURRENT SURVEY CONTROL
 LB0437  ______________________________________________________________________
 LB0437* NAD 83(1986) POSITION- 40 23 14.     (N) 086 18 50.     (W)   SCALED
 LB0437* NAVD 88 ORTHO HEIGHT -   268.517 (meters)      880.96  (feet) ADJUSTED
 LB0437  ______________________________________________________________________
 LB0437  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 LB0437  DYNAMIC HEIGHT  -        268.375 (meters)      880.49  (feet) COMP
 LB0437  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LB0437
 LB0437  VERT ORDER      -  SECOND    CLASS 0
 LB0437
 LB0437.The horizontal coordinates were scaled from a map and have
 LB0437.an estimated accuracy of +/- 6 seconds.
 LB0437
 LB0437.The orthometric height was determined by differential leveling and
 LB0437.adjusted by the NATIONAL GEODETIC SURVEY
 LB0437.in June 1991.
 LB0437
 LB0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0437.GEOID18 height accuracy estimate available here.
 LB0437
 LB0437.Click photographs - Photos may exist for this station.
 LB0437
 LB0437.The dynamic height is computed by dividing the NAVD 88
 LB0437.geopotential number by the normal gravity value computed on the
 LB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0437.degrees latitude (g = 980.6199 gals.).
 LB0437
 LB0437.The modeled gravity was interpolated from observed gravity values.
 LB0437
 LB0437;                    North         East    Units  Estimated Accuracy
 LB0437;SPC IN W     -   570,800.      965,330.      MT  (+/- 180 meters Scaled)
 LB0437
 LB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK582709(NAD 83)
 LB0437
 LB0437                          SUPERSEDED SURVEY CONTROL
 LB0437
 LB0437  NGVD 29 (??/??/92)  268.626  (m)          881.32   (f) ADJ UNCH    2 0
 LB0437
 LB0437.Superseded values are not recommended for survey control.
 LB0437
 LB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0437.See file dsdata.pdf to determine how the superseded data were derived.
 LB0437
 LB0437_MARKER: DB = BENCH MARK DISK
 LB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0437_STAMPING: D 184 1946
 LB0437_MARK LOGO: CGS
 LB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0437+STABILITY: SURFACE MOTION
 LB0437
 LB0437  HISTORY     - Date     Condition        Report By
 LB0437  HISTORY     - 1946     MONUMENTED       CGS
 LB0437
 LB0437                          STATION DESCRIPTION
 LB0437
 LB0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0437'1.3 MI NE FROM FOREST.
 LB0437'1.3 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0437'RAILROAD FROM THE STATION AT FOREST, AT A SOUTHEAST-NORTHWEST
 LB0437'DIRT ROAD CROSSING, ABOUT 5 POLES SOUTHWEST OF AN EAST-WEST
 LB0437'GRAVEL ROAD CROSSING, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LB0437'30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH
 LB0437'OF THE CROSSING WARNING SIGN, 6.5 FEET EAST OF THE SECOND POLE
 LB0437'SOUTHWEST OF POLE 193/10, 3 FEET NORTHWEST OF THE SOUTHEAST
 LB0437'RIGHT-OF-WAY FENCE, ABOUT 2.5 FEET BELOW THE TRACK, AND SET IN
 LB0437'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1309 ***********************************************************************
 LA1309  DESIGNATION -  D 185
 LA1309  PID         -  LA1309
 LA1309  STATE/COUNTY-  IN/MADISON
 LA1309  COUNTRY     -  US
 LA1309  USGS QUAD   -  ALEXANDRIA (2019)
 LA1309
 LA1309                         *CURRENT SURVEY CONTROL
 LA1309  ______________________________________________________________________
 LA1309* NAD 83(1986) POSITION- 40 19 15.     (N) 085 38 57.     (W)   SCALED
 LA1309* NAVD 88 ORTHO HEIGHT -   270.731 (meters)      888.22  (feet) ADJUSTED
 LA1309  ______________________________________________________________________
 LA1309  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 LA1309  DYNAMIC HEIGHT  -        270.590 (meters)      887.76  (feet) COMP
 LA1309  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 LA1309
 LA1309  VERT ORDER      -  FIRST     CLASS II
 LA1309
 LA1309.The horizontal coordinates were scaled from a map and have
 LA1309.an estimated accuracy of +/- 6 seconds.
 LA1309
 LA1309.The orthometric height was determined by differential leveling and
 LA1309.adjusted by the NATIONAL GEODETIC SURVEY
 LA1309.in June 1991.
 LA1309
 LA1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1309.GEOID18 height accuracy estimate available here.
 LA1309
 LA1309.Click photographs - Photos may exist for this station.
 LA1309
 LA1309.The dynamic height is computed by dividing the NAVD 88
 LA1309.geopotential number by the normal gravity value computed on the
 LA1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1309.degrees latitude (g = 980.6199 gals.).
 LA1309
 LA1309.The modeled gravity was interpolated from observed gravity values.
 LA1309
 LA1309;                    North         East    Units  Estimated Accuracy
 LA1309;SPC IN E     -   563,140.      101,490.      MT  (+/- 180 meters Scaled)
 LA1309
 LA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK147642(NAD 83)
 LA1309
 LA1309                          SUPERSEDED SURVEY CONTROL
 LA1309
 LA1309  NGVD 29 (??/??/92)  270.873  (m)          888.69   (f) ADJ UNCH    1 2
 LA1309
 LA1309.Superseded values are not recommended for survey control.
 LA1309
 LA1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1309.See file dsdata.pdf to determine how the superseded data were derived.
 LA1309
 LA1309_MARKER: DB = BENCH MARK DISK
 LA1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1309_STAMPING: D 185 1946
 LA1309_MARK LOGO: CGS
 LA1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1309+STABILITY: SURFACE MOTION
 LA1309
 LA1309  HISTORY     - Date     Condition        Report By
 LA1309  HISTORY     - 1946     MONUMENTED       CGS
 LA1309  HISTORY     - 20180914 MARK NOT FOUND   INDOT
 LA1309
 LA1309                          STATION DESCRIPTION
 LA1309
 LA1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1309'1.4 MI S FROM SUMMITVILLE.
 LA1309'ABOUT 1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1309'THE STATION AT SUMMITVILLE, ABOUT 100 YARDS SOUTH OF CULVERT
 LA1309'396, SET IN THE SOUTHWEST QUARTER OF A GRAVEL ROAD CROSSING, 52
 LA1309'FEET NORTH OF THE 3RD POLE SOUTH OF POLE 149/15, 27.5 FEET WEST
 LA1309'OF THE WEST RAIL, 19 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1309'ROAD, 3 FEET EAST OF A 6 INCH CONCRETE FENCE CORNER POST, ABOUT
 LA1309'1 FOOT BELOW THE CROSSING, AND SET IN THE TOP OF A CONCRETE POST
 LA1309'PROJECTING 6 INCHES.
 LA1309
 LA1309                          STATION RECOVERY (2018)
 LA1309
 LA1309'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 LA1309'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1096 ***********************************************************************
 MD1096  DESIGNATION -  D 186
 MD1096  PID         -  MD1096
 MD1096  STATE/COUNTY-  IN/WHITLEY
 MD1096  COUNTRY     -  US
 MD1096  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1096
 MD1096                         *CURRENT SURVEY CONTROL
 MD1096  ______________________________________________________________________
 MD1096* NAD 83(1986) POSITION- 41 04 38.     (N) 085 30 32.     (W)   SCALED
 MD1096* NAVD 88 ORTHO HEIGHT -   257.858 (meters)      845.99  (feet) ADJUSTED
 MD1096  ______________________________________________________________________
 MD1096  GEOID HEIGHT    -        -33.293 (meters)                     GEOID18
 MD1096  DYNAMIC HEIGHT  -        257.750 (meters)      845.63  (feet) COMP
 MD1096  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 MD1096
 MD1096  VERT ORDER      -  SECOND    CLASS 0
 MD1096
 MD1096.The horizontal coordinates were scaled from a map and have
 MD1096.an estimated accuracy of +/- 6 seconds.
 MD1096
 MD1096.The orthometric height was determined by differential leveling and
 MD1096.adjusted by the NATIONAL GEODETIC SURVEY
 MD1096.in June 1991.
 MD1096
 MD1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1096.GEOID18 height accuracy estimate available here.
 MD1096
 MD1096.Click photographs - Photos may exist for this station.
 MD1096
 MD1096.The dynamic height is computed by dividing the NAVD 88
 MD1096.geopotential number by the normal gravity value computed on the
 MD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1096.degrees latitude (g = 980.6199 gals.).
 MD1096
 MD1096.The modeled gravity was interpolated from observed gravity values.
 MD1096
 MD1096;                    North         East    Units  Estimated Accuracy
 MD1096;SPC IN E     -   647,150.      113,260.      MT  (+/- 180 meters Scaled)
 MD1096
 MD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252484(NAD 83)
 MD1096
 MD1096                          SUPERSEDED SURVEY CONTROL
 MD1096
 MD1096  NGVD 29 (??/??/92)  258.005  (m)          846.47   (f) ADJ UNCH    2 0
 MD1096
 MD1096.Superseded values are not recommended for survey control.
 MD1096
 MD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1096.See file dsdata.pdf to determine how the superseded data were derived.
 MD1096
 MD1096_MARKER: DB = BENCH MARK DISK
 MD1096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1096_SP_SET: CULVERT HEADWALL
 MD1096_STAMPING: D 186 1946
 MD1096_MARK LOGO: CGS
 MD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1096+STABILITY: SURFACE MOTION
 MD1096
 MD1096  HISTORY     - Date     Condition        Report By
 MD1096  HISTORY     - 1946     MONUMENTED       CGS
 MD1096  HISTORY     - 1961     GOOD             CGS
 MD1096
 MD1096                          STATION DESCRIPTION
 MD1096
 MD1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1096'6.8 MI E FROM SOUTH WHITLEY.
 MD1096'ABOUT 6.8 MILES EASTERLY ALONG NO. 14 INDIANA HIGHWAY FROM ITS
 MD1096'JUNCTION WITH NO. 5 INDIANA HWY. AT THE S END OF STATE STREET
 MD1096'IN SOUTH WHITLEY, AT A CROSSROADS, 128 FEET W OF CENTER LINE
 MD1096'OF WASHINGTON ROAD, 21-1/2 FEET S OF CENTER LINE OF 20-FOOT
 MD1096'ASPHALT HWY. PAVEMENT, ABOUT 0.9 FOOT LOWER THAN SAME, 1.1
 MD1096'FEET W OF E END OF CONCRETE HEADWALL OF 15-INCH METAL PIPE
 MD1096'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1716 ***********************************************************************
 LA1716  DESIGNATION -  D 187
 LA1716  PID         -  LA1716
 LA1716  STATE/COUNTY-  IN/HUNTINGTON
 LA1716  COUNTRY     -  US
 LA1716  USGS QUAD   -  BIPPUS (2019)
 LA1716
 LA1716                         *CURRENT SURVEY CONTROL
 LA1716  ______________________________________________________________________
 LA1716* NAD 83(1986) POSITION- 40 58 22.     (N) 085 37 27.     (W)   SCALED
 LA1716* NAVD 88 ORTHO HEIGHT -   264.206 (meters)      866.82  (feet) ADJUSTED
 LA1716  ______________________________________________________________________
 LA1716  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 LA1716  DYNAMIC HEIGHT  -        264.083 (meters)      866.41  (feet) COMP
 LA1716  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 LA1716
 LA1716  VERT ORDER      -  SECOND    CLASS 0
 LA1716
 LA1716.The horizontal coordinates were scaled from a map and have
 LA1716.an estimated accuracy of +/- 6 seconds.
 LA1716
 LA1716.The orthometric height was determined by differential leveling and
 LA1716.adjusted by the NATIONAL GEODETIC SURVEY
 LA1716.in June 1991.
 LA1716
 LA1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1716.GEOID18 height accuracy estimate available here.
 LA1716
 LA1716.Click photographs - Photos may exist for this station.
 LA1716
 LA1716.The dynamic height is computed by dividing the NAVD 88
 LA1716.geopotential number by the normal gravity value computed on the
 LA1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1716.degrees latitude (g = 980.6199 gals.).
 LA1716
 LA1716.The modeled gravity was interpolated from observed gravity values.
 LA1716
 LA1716;                    North         East    Units  Estimated Accuracy
 LA1716;SPC IN E     -   635,540.      103,580.      MT  (+/- 180 meters Scaled)
 LA1716
 LA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL157366(NAD 83)
 LA1716
 LA1716                          SUPERSEDED SURVEY CONTROL
 LA1716
 LA1716  NGVD 29 (??/??/92)  264.333  (m)          867.23   (f) ADJ UNCH    2 0
 LA1716
 LA1716.Superseded values are not recommended for survey control.
 LA1716
 LA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1716.See file dsdata.pdf to determine how the superseded data were derived.
 LA1716
 LA1716_MARKER: DB = BENCH MARK DISK
 LA1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1716_STAMPING: D 187 1946
 LA1716_MARK LOGO: CGS
 LA1716_PROJECTION: PROJECTING 5 CENTIMETERS
 LA1716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1716+STABILITY: SURFACE MOTION
 LA1716
 LA1716  HISTORY     - Date     Condition        Report By
 LA1716  HISTORY     - 1946     MONUMENTED       CGS
 LA1716  HISTORY     - 20180131 GOOD             INDOT
 LA1716
 LA1716                          STATION DESCRIPTION
 LA1716
 LA1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1716'1 MI S FROM BRACKEN.
 LA1716'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 105 FROM THE CROSS ROADS
 LA1716'AT BRACKEN, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD AND
 LA1716'AT THE SOUTHWEST CORNER OF UNION CHURCH YARD, 180 FEET SOUTH
 LA1716'OF THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET EAST OF THE
 LA1716'CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHWEST OF THE SOUTHWEST
 LA1716'CORNER OF THE CHURCH BUILDING, 13 FEET SOUTHEAST OF POWER POLE
 LA1716'NUMBER 94-834, 7.5 FEET NORTHEAST OF A FENCE CORNER, 1.5 FOOT
 LA1716'NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE HIGHWAY LEVEL AND SET
 LA1716'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA1716
 LA1716                          STATION RECOVERY (2018)
 LA1716
 LA1716'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA1716'RECOVERED AS DESCRIBED IN GOOD CONDITION.  MONUMENT CONTAINS UNKNOWN
 LA1716'MAGNETIC MATERIAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0864 ***********************************************************************
 LA0864  DESIGNATION -  D 189
 LA0864  PID         -  LA0864
 LA0864  STATE/COUNTY-  IN/ALLEN
 LA0864  COUNTRY     -  US
 LA0864  USGS QUAD   -  ZANESVILLE (2019)
 LA0864
 LA0864                         *CURRENT SURVEY CONTROL
 LA0864  ______________________________________________________________________
 LA0864* NAD 83(1986) POSITION- 40 58 29.5    (N) 085 19 10.9    (W)   HD_HELD2
 LA0864* NAVD 88 ORTHO HEIGHT -   246.806 (meters)      809.73  (feet) ADJUSTED
 LA0864  ______________________________________________________________________
 LA0864  GEOID HEIGHT    -        -33.461 (meters)                     GEOID18
 LA0864  DYNAMIC HEIGHT  -        246.698 (meters)      809.38  (feet) COMP
 LA0864  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LA0864
 LA0864  VERT ORDER      -  SECOND    CLASS 0
 LA0864
 LA0864.The horizontal coordinates were established by autonomous hand held GPS
 LA0864.observations and have an estimated accuracy of +/- 10 meters.
 LA0864
 LA0864.The orthometric height was determined by differential leveling and
 LA0864.adjusted by the NATIONAL GEODETIC SURVEY
 LA0864.in June 1991.
 LA0864
 LA0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0864.GEOID18 height accuracy estimate available here.
 LA0864
 LA0864.Click photographs - Photos may exist for this station.
 LA0864
 LA0864.The dynamic height is computed by dividing the NAVD 88
 LA0864.geopotential number by the normal gravity value computed on the
 LA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0864.degrees latitude (g = 980.6199 gals.).
 LA0864
 LA0864.The modeled gravity was interpolated from observed gravity values.
 LA0864
 LA0864;                    North         East    Units  Estimated Accuracy
 LA0864;SPC IN E     -   635,825.      129,203.      MT  (+/- 10 meters HH2 GPS)
 LA0864
 LA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4137237325(NAD 83)
 LA0864
 LA0864                          SUPERSEDED SURVEY CONTROL
 LA0864
 LA0864  NGVD 29 (??/??/92)  246.952  (m)          810.21   (f) ADJ UNCH    2 0
 LA0864
 LA0864.Superseded values are not recommended for survey control.
 LA0864
 LA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0864.See file dsdata.pdf to determine how the superseded data were derived.
 LA0864
 LA0864_MARKER: DB = BENCH MARK DISK
 LA0864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0864_SP_SET: CULVERT HEADWALL
 LA0864_STAMPING: D 189 1946
 LA0864_MARK LOGO: CGS
 LA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0864+STABILITY: SURFACE MOTION
 LA0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0864+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2015
 LA0864
 LA0864  HISTORY     - Date     Condition        Report By
 LA0864  HISTORY     - 1946     MONUMENTED       CGS
 LA0864  HISTORY     - 1968     GOOD             CGS
 LA0864  HISTORY     - 20130101 GOOD             USI
 LA0864  HISTORY     - 20140318 GOOD             INDIV
 LA0864  HISTORY     - 20150401 GOOD             AME
 LA0864
 LA0864                          STATION DESCRIPTION
 LA0864
 LA0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0864'1.8 MI S FROM ABOITE.
 LA0864'ABOUT 1.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0864'RAILWAY CROSSING AT ABOITE, IN THE NORTHEAST QUARTER OF THE
 LA0864'INTERSECTION WITH AN EAST-WEST CROSS ROAD, IN THE TOP OF THE EAST
 LA0864'END OF AN L SHAPED CONCRETE HEADWALL OF A 4-FOOT CORRUGATED
 LA0864'STEEL PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 36 FEET EAST OF
 LA0864'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET NORTH OF THE
 LA0864'CENTER LINE OF THE EAST-WEST ROAD, 1.6 FEET WEST OF THE EAST
 LA0864'END OF THE HEADWALL AND ABOUT LEVEL WITH THE CENTER OF THE
 LA0864'INTERSECTION.
 LA0864
 LA0864                          STATION RECOVERY (2013)
 LA0864
 LA0864'RECOVERY NOTE BY USI CONSULTANTS INC 2013
 LA0864'RECOVERED IN GOOD CONDITION.
 LA0864
 LA0864                          STATION RECOVERY (2014)
 LA0864
 LA0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0864'T-E, INC. MARK FOUND FOUND AS DESCRIBED.
 LA0864
 LA0864                          STATION RECOVERY (2015)
 LA0864
 LA0864'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2015 (BDN)
 LA0864'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1050 ***********************************************************************
 ME1050  DESIGNATION -  D 19
 ME1050  PID         -  ME1050
 ME1050  STATE/COUNTY-  IN/LAKE
 ME1050  COUNTRY     -  US
 ME1050  USGS QUAD   -  GARY (2019)
 ME1050
 ME1050                         *CURRENT SURVEY CONTROL
 ME1050  ______________________________________________________________________
 ME1050* NAD 83(1986) POSITION- 41 36 17.     (N) 087 15 57.     (W)   SCALED
 ME1050* NAVD 88 ORTHO HEIGHT -   188.983 (meters)      620.02  (feet) ADJUSTED
 ME1050  ______________________________________________________________________
 ME1050  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 ME1050  DYNAMIC HEIGHT  -        188.913 (meters)      619.79  (feet) COMP
 ME1050  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 ME1050
 ME1050  VERT ORDER      -  SECOND    CLASS 0
 ME1050
 ME1050.The horizontal coordinates were scaled from a map and have
 ME1050.an estimated accuracy of +/- 6 seconds.
 ME1050
 ME1050.The orthometric height was determined by differential leveling and
 ME1050.adjusted by the NATIONAL GEODETIC SURVEY
 ME1050.in June 1991.
 ME1050
 ME1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1050.GEOID18 height accuracy estimate available here.
 ME1050
 ME1050.Click photographs - Photos may exist for this station.
 ME1050
 ME1050.The dynamic height is computed by dividing the NAVD 88
 ME1050.geopotential number by the normal gravity value computed on the
 ME1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1050.degrees latitude (g = 980.6199 gals.).
 ME1050
 ME1050.The modeled gravity was interpolated from observed gravity values.
 ME1050
 ME1050;                    North         East    Units  Estimated Accuracy
 ME1050;SPC IN W     -   705,730.      884,790.      MT  (+/- 180 meters Scaled)
 ME1050
 ME1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM778059(NAD 83)
 ME1050
 ME1050                          SUPERSEDED SURVEY CONTROL
 ME1050
 ME1050  NGVD 29 (??/??/92)  189.091  (m)          620.38   (f) ADJ UNCH    2 0
 ME1050
 ME1050.Superseded values are not recommended for survey control.
 ME1050
 ME1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1050.See file dsdata.pdf to determine how the superseded data were derived.
 ME1050
 ME1050_MARKER: DB = BENCH MARK DISK
 ME1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1050_STAMPING: D 19 1934
 ME1050_MARK LOGO: CGS
 ME1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1050+STABILITY: SURFACE MOTION
 ME1050
 ME1050  HISTORY     - Date     Condition        Report By
 ME1050  HISTORY     - 1934     MONUMENTED       CGS
 ME1050  HISTORY     - 1946     GOOD             CGS
 ME1050  HISTORY     - 1979     MARK NOT FOUND   USGS
 ME1050  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME1050  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1050
 ME1050                          STATION DESCRIPTION
 ME1050
 ME1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1050'3.6 MI E FROM GARY.
 ME1050'ABOUT 3.6 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1050'THE STATION AT GARY, LAKE COUNTY, ABOUT 8 RAILS EAST OF THE EAST
 ME1050'END OF THE STATION AT MILLERS, ABOUT 9 RAILS WEST OF MILEPOST
 ME1050'C 30, ABOUT 12 RAILS EAST OF THE EAST END OF A BRIDGE OVER A
 ME1050'HIGHWAY, ABOUT 5 YARDS SOUTH OF BRICK SECTION HOUSE W 507.2,
 ME1050'ABOUT 17 YARDS NORTH OF THE NORTH RAIL OF THE NORTH TRACK, ABOUT
 ME1050'LEVEL WITH THE CURB IN FRONT OF THE SECTION HOUSE, AND ABOUT 1
 ME1050'FOOT LOWER THAN THE BASE OF THE RAIL.  A BRONZE DISK, STAMPED
 ME1050'D 19 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME1050'6 INCHES ABOVE GROUND.
 ME1050
 ME1050                          STATION RECOVERY (1979)
 ME1050
 ME1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 ME1050'MARK NOT FOUND.
 ME1050
 ME1050                          STATION RECOVERY (1985)
 ME1050
 ME1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1050'MARK NOT FOUND.
 ME1050
 ME1050                          STATION RECOVERY (1990)
 ME1050
 ME1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0793 ***********************************************************************
 MD0793  DESIGNATION -  D 190
 MD0793  PID         -  MD0793
 MD0793  STATE/COUNTY-  IN/ALLEN
 MD0793  COUNTRY     -  US
 MD0793  USGS QUAD   -  ARCOLA (2019)
 MD0793
 MD0793                         *CURRENT SURVEY CONTROL
 MD0793  ______________________________________________________________________
 MD0793* NAD 83(1986) POSITION- 41 05 22.     (N) 085 20 13.     (W)   SCALED
 MD0793* NAVD 88 ORTHO HEIGHT -   260.350 (meters)      854.17  (feet) ADJUSTED
 MD0793  ______________________________________________________________________
 MD0793  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 MD0793  DYNAMIC HEIGHT  -        260.248 (meters)      853.83  (feet) COMP
 MD0793  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 MD0793
 MD0793  VERT ORDER      -  SECOND    CLASS 0
 MD0793
 MD0793.The horizontal coordinates were scaled from a map and have
 MD0793.an estimated accuracy of +/- 6 seconds.
 MD0793
 MD0793.The orthometric height was determined by differential leveling and
 MD0793.adjusted by the NATIONAL GEODETIC SURVEY
 MD0793.in June 1991.
 MD0793
 MD0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0793.GEOID18 height accuracy estimate available here.
 MD0793
 MD0793.Click photographs - Photos may exist for this station.
 MD0793
 MD0793.The dynamic height is computed by dividing the NAVD 88
 MD0793.geopotential number by the normal gravity value computed on the
 MD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0793.degrees latitude (g = 980.6199 gals.).
 MD0793
 MD0793.The modeled gravity was interpolated from observed gravity values.
 MD0793
 MD0793;                    North         East    Units  Estimated Accuracy
 MD0793;SPC IN E     -   648,540.      127,700.      MT  (+/- 180 meters Scaled)
 MD0793
 MD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396500(NAD 83)
 MD0793
 MD0793                          SUPERSEDED SURVEY CONTROL
 MD0793
 MD0793  NGVD 29 (??/??/92)  260.505  (m)          854.67   (f) ADJ UNCH    2 0
 MD0793
 MD0793.Superseded values are not recommended for survey control.
 MD0793
 MD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0793.See file dsdata.pdf to determine how the superseded data were derived.
 MD0793
 MD0793_MARKER: DB = BENCH MARK DISK
 MD0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0793_STAMPING: D 190 1946
 MD0793_MARK LOGO: CGS
 MD0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0793+STABILITY: SURFACE MOTION
 MD0793
 MD0793  HISTORY     - Date     Condition        Report By
 MD0793  HISTORY     - 1946     MONUMENTED       CGS
 MD0793  HISTORY     - 1968     GOOD             INHD
 MD0793
 MD0793                          STATION DESCRIPTION
 MD0793
 MD0793'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0793'0.4 MI E FROM DUNFEE.
 MD0793'0.4 MILE NORTH ALONG THE COUNTY LINE ROAD FROM THE CROSSING OF
 MD0793'THE NEW YORK CENTRAL AND ST. LOUIS R.R. AT DUNFEE, IN THE
 MD0793'SOUTHEAST QUARTER OF INTERSECTION WITH AN EAST-WEST ROAD, 51 FT.
 MD0793'EAST OF THE CENTERLINE OF THE COUNTY LINE ROAD, 24 FT. SOUTH
 MD0793'OF THE EAST-WEST ROAD, 28 FT. EAST OF A PWP. 56-773, 26 FT.
 MD0793'EAST OF A FENCE CORNER, 1 FT. NORTH OF THE FENCE LINE, 1 FT. EAST
 MD0793'OF A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 MD0793'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1816 ***********************************************************************
 LA1816  DESIGNATION -  D 192
 LA1816  PID         -  LA1816
 LA1816  STATE/COUNTY-  IN/MIAMI
 LA1816  COUNTRY     -  US
 LA1816  USGS QUAD   -  AMBOY (2019)
 LA1816
 LA1816                         *CURRENT SURVEY CONTROL
 LA1816  ______________________________________________________________________
 LA1816* NAD 83(1986) POSITION- 40 36 51.     (N) 085 57 54.     (W)   SCALED
 LA1816* NAVD 88 ORTHO HEIGHT -   250.867 (meters)      823.05  (feet) ADJUSTED
 LA1816  ______________________________________________________________________
 LA1816  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 LA1816  DYNAMIC HEIGHT  -        250.742 (meters)      822.64  (feet) COMP
 LA1816  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 LA1816
 LA1816  VERT ORDER      -  SECOND    CLASS 0
 LA1816
 LA1816.The horizontal coordinates were scaled from a map and have
 LA1816.an estimated accuracy of +/- 6 seconds.
 LA1816
 LA1816.The orthometric height was determined by differential leveling and
 LA1816.adjusted by the NATIONAL GEODETIC SURVEY
 LA1816.in June 1991.
 LA1816
 LA1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1816.GEOID18 height accuracy estimate available here.
 LA1816
 LA1816.Click photographs - Photos may exist for this station.
 LA1816
 LA1816.The dynamic height is computed by dividing the NAVD 88
 LA1816.geopotential number by the normal gravity value computed on the
 LA1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1816.degrees latitude (g = 980.6199 gals.).
 LA1816
 LA1816.The modeled gravity was interpolated from observed gravity values.
 LA1816
 LA1816;                    North         East    Units  Estimated Accuracy
 LA1816;SPC IN E     -   595,760.       74,760.      MT  (+/- 180 meters Scaled)
 LA1816
 LA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK875964(NAD 83)
 LA1816
 LA1816                          SUPERSEDED SURVEY CONTROL
 LA1816
 LA1816  NGVD 29 (??/??/92)  250.992  (m)          823.46   (f) ADJ UNCH    2 0
 LA1816
 LA1816.Superseded values are not recommended for survey control.
 LA1816
 LA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1816.See file dsdata.pdf to determine how the superseded data were derived.
 LA1816
 LA1816_MARKER: DB = BENCH MARK DISK
 LA1816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1816_SP_SET: WATER TABLE
 LA1816_STAMPING: D 192 1946
 LA1816_MARK LOGO: CGS
 LA1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1816
 LA1816  HISTORY     - Date     Condition        Report By
 LA1816  HISTORY     - 1946     MONUMENTED       CGS
 LA1816
 LA1816                          STATION DESCRIPTION
 LA1816
 LA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1816'AT NORTH GROVE.
 LA1816'AT NORTH GROVE, SET VERTICALLY IN THE EAST FACE OF THE STONE WATER
 LA1816'TABLE OF THE HARRISON TOWNSHIP SCHOOL BUILDING, 1.6 FEET SOUTH
 LA1816'OF THE NORTHEAST CORNER, AND 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1486 ***********************************************************************
 LA1486  DESIGNATION -  D 194
 LA1486  PID         -  LA1486
 LA1486  STATE/COUNTY-  IN/MADISON
 LA1486  COUNTRY     -  US
 LA1486  USGS QUAD   -  FRANKTON (2019)
 LA1486
 LA1486                         *CURRENT SURVEY CONTROL
 LA1486  ______________________________________________________________________
 LA1486* NAD 83(1986) POSITION- 40 10 40.     (N) 085 50 38.     (W)   SCALED
 LA1486* NAVD 88 ORTHO HEIGHT -   254.730 (meters)      835.73  (feet) ADJUSTED
 LA1486  ______________________________________________________________________
 LA1486  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 LA1486  DYNAMIC HEIGHT  -        254.593 (meters)      835.28  (feet) COMP
 LA1486  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LA1486
 LA1486  VERT ORDER      -  SECOND    CLASS 0
 LA1486
 LA1486.The horizontal coordinates were scaled from a map and have
 LA1486.an estimated accuracy of +/- 6 seconds.
 LA1486
 LA1486.The orthometric height was determined by differential leveling and
 LA1486.adjusted by the NATIONAL GEODETIC SURVEY
 LA1486.in June 1991.
 LA1486
 LA1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1486.GEOID18 height accuracy estimate available here.
 LA1486
 LA1486.Click photographs - Photos may exist for this station.
 LA1486
 LA1486.The dynamic height is computed by dividing the NAVD 88
 LA1486.geopotential number by the normal gravity value computed on the
 LA1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1486.degrees latitude (g = 980.6199 gals.).
 LA1486
 LA1486.The modeled gravity was interpolated from observed gravity values.
 LA1486
 LA1486;                    North         East    Units  Estimated Accuracy
 LA1486;SPC IN E     -   547,270.       84,910.      MT  (+/- 180 meters Scaled)
 LA1486
 LA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK984481(NAD 83)
 LA1486
 LA1486                          SUPERSEDED SURVEY CONTROL
 LA1486
 LA1486  NGVD 29 (??/??/92)  254.864  (m)          836.17   (f) ADJ UNCH    2 0
 LA1486
 LA1486.Superseded values are not recommended for survey control.
 LA1486
 LA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1486.See file dsdata.pdf to determine how the superseded data were derived.
 LA1486
 LA1486_MARKER: DB = BENCH MARK DISK
 LA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1486_STAMPING: D 194 1946
 LA1486_MARK LOGO: CGS
 LA1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1486+STABILITY: SURFACE MOTION
 LA1486
 LA1486  HISTORY     - Date     Condition        Report By
 LA1486  HISTORY     - 1946     MONUMENTED       CGS
 LA1486
 LA1486                          STATION DESCRIPTION
 LA1486
 LA1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1486'9.6 MI W FROM LINWOOD.
 LA1486'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1486'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, THENCE ABOUT 1.05 MILES
 LA1486'SOUTH ALONG A PAVED COUNTY ROAD, THENCE ABOUT 4.2 MILES WEST
 LA1486'ALONG A GRAVEL ROAD, ABOUT 1.2 MILES WEST OF THE BRIDGE OVER
 LA1486'PIPE CREEK, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LA1486'A NORTH-SOUTH GRAVEL ROAD, 27 FEET SOUTH OF THE CENTER LINE OF
 LA1486'THE EAST-WEST ROAD, 17 FEET WEST OF THE CENTER LINE OF THE
 LA1486'NORTH-SOUTH ROAD, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST
 LA1486'OF THE FENCE LINE, ABOUT LEVEL WITH THE ROADS, AND SET IN THE
 LA1486'TP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE
 LA1486'REACHED BY GOING ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 13
 LA1486'FROM THE CONCRETE BRIDGE OVER WEST FORK WHITE RIVER AT
 LA1486'PERKINSVILLE, THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1359 ***********************************************************************
 LA1359  DESIGNATION -  D 195
 LA1359  PID         -  LA1359
 LA1359  STATE/COUNTY-  IN/MADISON
 LA1359  COUNTRY     -  US
 LA1359  USGS QUAD   -  ELWOOD (2019)
 LA1359
 LA1359                         *CURRENT SURVEY CONTROL
 LA1359  ______________________________________________________________________
 LA1359* NAD 83(1986) POSITION- 40 19 14.37   (N) 085 47 08.95   (W)   HD_HELD1
 LA1359* NAVD 88 ORTHO HEIGHT -   264.745 (meters)      868.58  (feet) ADJUSTED
 LA1359  ______________________________________________________________________
 LA1359  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 LA1359  DYNAMIC HEIGHT  -        264.606 (meters)      868.13  (feet) COMP
 LA1359  MODELED GRAVITY -    980,094.0   (mgal)                       NAVD 88
 LA1359
 LA1359  VERT ORDER      -  SECOND    CLASS 0
 LA1359
 LA1359.The horizontal coordinates were determined by differentially corrected
 LA1359.hand held GPS observations or other comparable positioning techniques
 LA1359.and have an estimated accuracy of +/- 3 meters.
 LA1359
 LA1359.The orthometric height was determined by differential leveling and
 LA1359.adjusted by the NATIONAL GEODETIC SURVEY
 LA1359.in June 1991.
 LA1359
 LA1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1359.GEOID18 height accuracy estimate available here.
 LA1359
 LA1359.Click photographs - Photos may exist for this station.
 LA1359
 LA1359.The dynamic height is computed by dividing the NAVD 88
 LA1359.geopotential number by the normal gravity value computed on the
 LA1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1359.degrees latitude (g = 980.6199 gals.).
 LA1359
 LA1359.The modeled gravity was interpolated from observed gravity values.
 LA1359
 LA1359;                    North         East    Units  Estimated Accuracy
 LA1359;SPC IN E     -   563,128.4      89,873.2     MT  (+/- 3 meters HH1 GPS) 
 LA1359
 LA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0315664055(NAD 83)
 LA1359
 LA1359                          SUPERSEDED SURVEY CONTROL
 LA1359
 LA1359  NGVD 29 (??/??/92)  264.877  (m)          869.02   (f) ADJ UNCH    2 0
 LA1359
 LA1359.Superseded values are not recommended for survey control.
 LA1359
 LA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1359.See file dsdata.pdf to determine how the superseded data were derived.
 LA1359
 LA1359_MARKER: DB = BENCH MARK DISK
 LA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1359_STAMPING: D 195 1946
 LA1359_MARK LOGO: CGS
 LA1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1359+STABILITY: SURFACE MOTION
 LA1359
 LA1359  HISTORY     - Date     Condition        Report By
 LA1359  HISTORY     - 1946     MONUMENTED       CGS
 LA1359
 LA1359                          STATION DESCRIPTION
 LA1359
 LA1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1359'5.2 MI NE FROM ELWOOD.
 LA1359'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1359'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 3.65 MILES NORTHEAST
 LA1359'ALONG STATE HIGHWAY 37, ABOUT 0.55 MILES SOUTH OF THE UNION
 LA1359'VALLEY CHRISTIAN CHURCH, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 LA1359'50 FEET WEST OF THE CENTER LINE OF HIGHWAY 37, 72 FEET SOUTH OF
 LA1359'THE CENTER LINE OF THE CROSS ROAD, 11 FEET NORTHWEST OF POWER
 LA1359'POLE 19 126, 9 FEET SOUTH OF A FENCE CORNER, ABOUT 2.5 FEET
 LA1359'BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1359'6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE METHODIST CHURCH
 LA1359'AT RIGDON BY GOING ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 37.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0888 ***********************************************************************
 MD0888  DESIGNATION -  D 196
 MD0888  PID         -  MD0888
 MD0888  STATE/COUNTY-  IN/WHITLEY
 MD0888  COUNTRY     -  US
 MD0888  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0888
 MD0888                         *CURRENT SURVEY CONTROL
 MD0888  ______________________________________________________________________
 MD0888* NAD 83(1986) POSITION- 41 10 38.     (N) 085 28 32.     (W)   SCALED
 MD0888* NAVD 88 ORTHO HEIGHT -   255.574 (meters)      838.50  (feet) ADJUSTED
 MD0888  ______________________________________________________________________
 MD0888  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 MD0888  DYNAMIC HEIGHT  -        255.475 (meters)      838.17  (feet) COMP
 MD0888  MODELED GRAVITY -    980,232.0   (mgal)                       NAVD 88
 MD0888
 MD0888  VERT ORDER      -  SECOND    CLASS 0
 MD0888
 MD0888.The horizontal coordinates were scaled from a map and have
 MD0888.an estimated accuracy of +/- 6 seconds.
 MD0888
 MD0888.The orthometric height was determined by differential leveling and
 MD0888.adjusted by the NATIONAL GEODETIC SURVEY
 MD0888.in June 1991.
 MD0888
 MD0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0888.GEOID18 height accuracy estimate available here.
 MD0888
 MD0888.Click photographs - Photos may exist for this station.
 MD0888
 MD0888.The dynamic height is computed by dividing the NAVD 88
 MD0888.geopotential number by the normal gravity value computed on the
 MD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0888.degrees latitude (g = 980.6199 gals.).
 MD0888
 MD0888.The modeled gravity was interpolated from observed gravity values.
 MD0888
 MD0888;                    North         East    Units  Estimated Accuracy
 MD0888;SPC IN E     -   658,260.      116,040.      MT  (+/- 180 meters Scaled)
 MD0888
 MD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL278595(NAD 83)
 MD0888
 MD0888                          SUPERSEDED SURVEY CONTROL
 MD0888
 MD0888  NGVD 29 (??/??/92)  255.738  (m)          839.03   (f) ADJ UNCH    2 0
 MD0888
 MD0888.Superseded values are not recommended for survey control.
 MD0888
 MD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0888.See file dsdata.pdf to determine how the superseded data were derived.
 MD0888
 MD0888_MARKER: DB = BENCH MARK DISK
 MD0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0888_SP_SET: ABUTMENT
 MD0888_STAMPING: D 196 1946
 MD0888_MARK LOGO: CGS
 MD0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0888
 MD0888  HISTORY     - Date     Condition        Report By
 MD0888  HISTORY     - 1946     MONUMENTED       CGS
 MD0888  HISTORY     - 1962     GOOD             CGS
 MD0888  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0888
 MD0888                          STATION DESCRIPTION
 MD0888
 MD0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0888'1.7 MI N FROM COLUMBIA CITY.
 MD0888'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE
 MD0888'AT COLUMBIA CITY, WHITLEY COUNTY, SET IN THE TOP OF THE NORTHWEST
 MD0888'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A 41 FOOT STEEL BRIDGE,
 MD0888'13 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 MD0888'HIGHWAY, AND SET IN A DRILL HOLE.  NOTE-- THE ORIGINAL DESCRIBED
 MD0888'STEEL BRIDGE HAS BEEN REPLACED BY A WIDER AND RAISED-HIGHER
 MD0888'ONE OF PRECAST CONCRETE SLABS.  APPARENTLY THE ABUTMENTS AND
 MD0888'WINGWALLS OF THE ORIGINAL BRIDGE WERE USED UNALTERED, BUT COVERED
 MD0888'SO THAT THERE IS NO FEASIBLE ACCESS TO THE MARK IN THE EVENT IT
 MD0888'REMAINS IN PLACE.  NO RESET MARK WAS FOUND.
 MD0888
 MD0888                          STATION RECOVERY (1992)
 MD0888
 MD0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0888'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0836 ***********************************************************************
 MD0836  DESIGNATION -  D 197
 MD0836  PID         -  MD0836
 MD0836  STATE/COUNTY-  IN/ALLEN
 MD0836  COUNTRY     -  US
 MD0836  USGS QUAD   -  CHURUBUSCO (2019)
 MD0836
 MD0836                         *CURRENT SURVEY CONTROL
 MD0836  ______________________________________________________________________
 MD0836* NAD 83(1986) POSITION- 41 11 29.     (N) 085 15 15.     (W)   SCALED
 MD0836* NAVD 88 ORTHO HEIGHT -   254.921 (meters)      836.35  (feet) ADJUSTED
 MD0836  ______________________________________________________________________
 MD0836  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 MD0836  DYNAMIC HEIGHT  -        254.825 (meters)      836.04  (feet) COMP
 MD0836  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 MD0836
 MD0836  VERT ORDER      -  SECOND    CLASS 0
 MD0836
 MD0836.The horizontal coordinates were scaled from a map and have
 MD0836.an estimated accuracy of +/- 6 seconds.
 MD0836
 MD0836.The orthometric height was determined by differential leveling and
 MD0836.adjusted by the NATIONAL GEODETIC SURVEY
 MD0836.in June 1991.
 MD0836
 MD0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0836.GEOID18 height accuracy estimate available here.
 MD0836
 MD0836.Click photographs - Photos may exist for this station.
 MD0836
 MD0836.The dynamic height is computed by dividing the NAVD 88
 MD0836.geopotential number by the normal gravity value computed on the
 MD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0836.degrees latitude (g = 980.6199 gals.).
 MD0836
 MD0836.The modeled gravity was interpolated from observed gravity values.
 MD0836
 MD0836;                    North         East    Units  Estimated Accuracy
 MD0836;SPC IN E     -   659,890.      134,600.      MT  (+/- 180 meters Scaled)
 MD0836
 MD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL464614(NAD 83)
 MD0836
 MD0836                          SUPERSEDED SURVEY CONTROL
 MD0836
 MD0836  NGVD 29 (??/??/92)  255.077  (m)          836.87   (f) ADJ UNCH    2 0
 MD0836
 MD0836.Superseded values are not recommended for survey control.
 MD0836
 MD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0836.See file dsdata.pdf to determine how the superseded data were derived.
 MD0836
 MD0836_MARKER: DB = BENCH MARK DISK
 MD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0836_STAMPING: D 197 1946
 MD0836_MARK LOGO: CGS
 MD0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0836+STABILITY: SURFACE MOTION
 MD0836
 MD0836  HISTORY     - Date     Condition        Report By
 MD0836  HISTORY     - 1946     MONUMENTED       CGS
 MD0836  HISTORY     - 1962     GOOD             CGS
 MD0836  HISTORY     - 1969     GOOD             INHD
 MD0836
 MD0836                          STATION DESCRIPTION
 MD0836
 MD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0836'5.4 MI ESE FROM CHURUBUSCO.
 MD0836'ABOUT 3.3 MILES SE ALONG NO. 33 U.S. HWY. FROM ITS INTERSECTION
 MD0836'WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY AND MAIN
 MD0836'STREETS IN CHURUBUSCO, THENCE 2.1 MILES E ALONG CARROLL ROAD, 36
 MD0836'FEET N OF CENTER LINE OF ASPHALT CARROLL ROAD, 36 FEET W OF
 MD0836'CENTER LINE OF GRAVEL RAY ROAD, 31 FEET SW OF ONE RAILROAD-RAIL
 MD0836'FENCE POST, 25 FEET NE OF ANOTHER, ONE FOOT SE OF A FENCE, 1.4
 MD0836'FEET SW OF A STEEL WITNESS POST, 1.0 FEET HIGHER THAN THE ROAD
 MD0836'INTERSECTION, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0836
 MD0836                          STATION RECOVERY (1969)
 MD0836
 MD0836'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0930 ***********************************************************************
 MD0930  DESIGNATION -  D 198
 MD0930  PID         -  MD0930
 MD0930  STATE/COUNTY-  IN/DE KALB
 MD0930  COUNTRY     -  US
 MD0930  USGS QUAD   -  AUBURN (2019)
 MD0930
 MD0930                         *CURRENT SURVEY CONTROL
 MD0930  ______________________________________________________________________
 MD0930* NAD 83(1986) POSITION- 41 21 26.3    (N) 085 03 24.4    (W)   HD_HELD2
 MD0930* NAVD 88 ORTHO HEIGHT -   263.903 (meters)      865.82  (feet) ADJUSTED
 MD0930  ______________________________________________________________________
 MD0930  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 MD0930  DYNAMIC HEIGHT  -        263.797 (meters)      865.47  (feet) COMP
 MD0930  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 MD0930
 MD0930  VERT ORDER      -  SECOND    CLASS 0
 MD0930
 MD0930.The horizontal coordinates were established by autonomous hand held GPS
 MD0930.observations and have an estimated accuracy of +/- 10 meters.
 MD0930
 MD0930.The orthometric height was determined by differential leveling and
 MD0930.adjusted by the NATIONAL GEODETIC SURVEY
 MD0930.in June 1991.
 MD0930
 MD0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0930.GEOID18 height accuracy estimate available here.
 MD0930
 MD0930.Click photographs - Photos may exist for this station.
 MD0930
 MD0930.The dynamic height is computed by dividing the NAVD 88
 MD0930.geopotential number by the normal gravity value computed on the
 MD0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0930.degrees latitude (g = 980.6199 gals.).
 MD0930
 MD0930.The modeled gravity was interpolated from observed gravity values.
 MD0930
 MD0930;                    North         East    Units  Estimated Accuracy
 MD0930;SPC IN E     -   678,418.      151,033.      MT  (+/- 10 meters HH2 GPS)
 MD0930
 MD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6254680244(NAD 83)
 MD0930
 MD0930                          SUPERSEDED SURVEY CONTROL
 MD0930
 MD0930  NGVD 29 (??/??/92)  264.046  (m)          866.29   (f) ADJ UNCH    2 0
 MD0930
 MD0930.Superseded values are not recommended for survey control.
 MD0930
 MD0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0930.See file dsdata.pdf to determine how the superseded data were derived.
 MD0930
 MD0930_MARKER: DB = BENCH MARK DISK
 MD0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0930_SP_SET: BUILDING
 MD0930_STAMPING: D 198 1946
 MD0930_MARK LOGO: CGS
 MD0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0930
 MD0930  HISTORY     - Date     Condition        Report By
 MD0930  HISTORY     - 1946     MONUMENTED       CGS
 MD0930  HISTORY     - 1968     GOOD             INHD
 MD0930
 MD0930                          STATION DESCRIPTION
 MD0930
 MD0930'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0930'0.6 MI S FROM AUBURN.
 MD0930'ABOUT 0.65 MILE SOUTHERLY ALONG FORMER S.R. 427 FROM THE COURT HOUSE
 MD0930'IN AUBURN IN THE SOUTH WALL OF THE AUBURN ELECTRIC AND WATER
 MD0930'WORKS, (IN THE STONE ON THE SE WALL OF THE BLDG.) ABOUT 100
 MD0930'YDS. SOUTH OF ENSLEY AVE. 45 FT. SOUTHEAST OF THE CENTERLINE OF
 MD0930'THE HWY. 29 FT. SOUTHEAST OF THE SOUTHEAST CURB OF SAME, 2.6 FT.
 MD0930'SOUTHEAST OF THE WESTERLY CORNER OF BLDG. AND 3.6 FT. HIGHER
 MD0930'THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0361 ***********************************************************************
 MD0361  DESIGNATION -  D 199
 MD0361  PID         -  MD0361
 MD0361  STATE/COUNTY-  IN/DE KALB
 MD0361  COUNTRY     -  US
 MD0361  USGS QUAD   -  SAINT JOE (2019)
 MD0361
 MD0361                         *CURRENT SURVEY CONTROL
 MD0361  ______________________________________________________________________
 MD0361* NAD 83(1997) POSITION- 41 17 51.93282(N) 084 54 21.62845(W)   ADJUSTED
 MD0361* NAVD 88 ORTHO HEIGHT -   246.927 (meters)      810.13  (feet) ADJUSTED
 MD0361  ______________________________________________________________________
 MD0361  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 MD0361  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 MD0361  DYNAMIC HEIGHT  -        246.829 (meters)      809.80  (feet) COMP
 MD0361  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 MD0361
 MD0361  HORZ ORDER      -  SECOND
 MD0361  VERT ORDER      -  SECOND    CLASS 0
 MD0361
 MD0361.The horizontal coordinates were established by classical geodetic methods
 MD0361.and adjusted by the National Geodetic Survey in May 1999.
 MD0361
 MD0361.The orthometric height was determined by differential leveling and
 MD0361.adjusted by the NATIONAL GEODETIC SURVEY
 MD0361.in June 1991.
 MD0361
 MD0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0361.GEOID18 height accuracy estimate available here.
 MD0361
 MD0361.Click photographs - Photos may exist for this station.
 MD0361
 MD0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0361
 MD0361.The dynamic height is computed by dividing the NAVD 88
 MD0361.geopotential number by the normal gravity value computed on the
 MD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0361.degrees latitude (g = 980.6199 gals.).
 MD0361
 MD0361.The modeled gravity was interpolated from observed gravity values.
 MD0361
 MD0361. The following values were computed from the NAD 83(1997) position.
 MD0361
 MD0361;                    North         East     Units Scale Factor Converg.
 MD0361;SPC IN E     -   671,904.369   163,707.409   MT  1.00001660   +0 30 07.3
 MD0361;SPC IN E     - 2,204,406.25    537,096.72   sFT  1.00001660   +0 30 07.3
 MD0361;UTM  16      - 4,573,926.851   675,318.123   MT  0.99997828   +1 22 56.4
 MD0361
 MD0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0361!SPC IN E     -   0.99996649  x   1.00001660  =   0.99998309
 MD0361!UTM  16      -   0.99996649  x   0.99997828  =   0.99994478
 MD0361
 MD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7531873926(NAD 83)
 MD0361
 MD0361                          SUPERSEDED SURVEY CONTROL
 MD0361
 MD0361  NAD 83(1995)-  41 17 51.93280(N)    084 54 21.62934(W) AD(       ) 2
 MD0361  NAD 83(1986)-  41 17 51.93406(N)    084 54 21.64388(W) AD(       ) 2
 MD0361  NAD 27      -  41 17 51.75200(N)    084 54 21.77430(W) AD(       ) 2
 MD0361  NGVD 29 (??/??/92)  247.075  (m)          810.61   (f) ADJ UNCH    2 0
 MD0361  NGVD 29             247.08   (m)          810.6    (f) LEVELING    3  
 MD0361
 MD0361.Superseded values are not recommended for survey control.
 MD0361
 MD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0361.See file dsdata.pdf to determine how the superseded data were derived.
 MD0361
 MD0361_MARKER: DB = BENCH MARK DISK
 MD0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0361_SP_SET: CULVERT HEADWALL
 MD0361_STAMPING: D 199 1946
 MD0361_MARK LOGO: CGS
 MD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0361+STABILITY: SURFACE MOTION
 MD0361
 MD0361  HISTORY     - Date     Condition        Report By
 MD0361  HISTORY     - 1946     MONUMENTED       CGS
 MD0361  HISTORY     - 1960     GOOD             CGS
 MD0361  HISTORY     - 1968     GOOD             INHD
 MD0361
 MD0361                          STATION DESCRIPTION
 MD0361
 MD0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0361'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF ST. JOE AND 1.5 MILES
 MD0361'NORTHEAST OF
 MD0361'SPENCERVILLE AND IN THE SOUTHWEST ANGLE OF STATE HIGHWAY NO. 1 AND A
 MD0361'GRAVEL CROSSROAD.  IT IS 35 FEET
 MD0361'SOUTHWEST OF THE INTERSECTION OF THE TWO ROADS AND 16 FEET WEST OF
 MD0361'THE CENTER OF THE HIGHWAY.  THE
 MD0361'DISK IS A STANDARD USC AND GM BM DISK SET IN A DRILL HOLE ON TOP
 MD0361'OF THE CONCRETE CULVERT AND STAMPED D 199
 MD0361'1946.  A TRAVERSE CONNECTION WAS MADE FROM
 MD0361'TRIANGULATION STATION SPENCER AND THE DISTANCE WAS FOUND TO
 MD0361'BE 257.62 FEET (78.524 METERS).
 MD0361'
 MD0361'TO REACH THE STATION FROM THE RAILROAD TRACKS AND STATE HIGHWAY NO. 1
 MD0361'IN ST. JOE GO SOUTH ON HIGHWAY 1
 MD0361'FOR 1.65 MILES TO A CROSSROAD AND STATION IN THE SOUTHWEST ANGLE AS
 MD0361'DESCRIBED.
 MD0361
 MD0361                          STATION RECOVERY (1960)
 MD0361
 MD0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0361'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED AS A TRAVERSE
 MD0361'STATION.  THE DISTANCE FROM
 MD0361'TRIANGULATION STATION SPENCER WAS CHECK-MEASURED ONLY AS 257.68 FEET
 MD0361'(ACTUALLY AS 257.8 FEET ON A
 MD0361'SLOPE OF 8 FEET IN THE DISTANCE SPANNED).
 MD0361
 MD0361                          STATION RECOVERY (1968)
 MD0361
 MD0361'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0361'1.4 MI NE FROM SPENCERVILLE.
 MD0361'ABOUT 1.4 MILES NORTHEAST ALONG S.R.1 FROM THE MAIN CORNER AT
 MD0361'THE POST OFFICE IN SPENCERVILLE, ABOUT 1.6 MILES SOUTHWEST OF THE
 MD0361'POST AT ST. JOE, AN ESTIMATE 135 YDS. SOUTH OF A 16 FT. CONCRETE
 MD0361'BRIDGE, 30 FT. SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD 16 FT.
 MD0361'WEST OF THE CENTERLINE OF THE HIGHWAY LEVEL WITH SAME, IN TOP
 MD0361'OF NORTHEAST CORNER OF AN L SHAPED HEADWALL OF A PIPE CULVERT UNDER
 MD0361'THE GRAVEL CROSSROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0107 ***********************************************************************
 ME0107  DESIGNATION -  D 20
 ME0107  PID         -  ME0107
 ME0107  STATE/COUNTY-  IN/ST JOSEPH
 ME0107  COUNTRY     -  US
 ME0107  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0107
 ME0107                         *CURRENT SURVEY CONTROL
 ME0107  ______________________________________________________________________
 ME0107* NAD 83(1986) POSITION- 41 40 22.     (N) 086 16 24.     (W)   SCALED
 ME0107* NAVD 88 ORTHO HEIGHT -   219.197 (meters)      719.15  (feet) ADJUSTED
 ME0107  ______________________________________________________________________
 ME0107  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0107  DYNAMIC HEIGHT  -        219.113 (meters)      718.87  (feet) COMP
 ME0107  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 ME0107
 ME0107  VERT ORDER      -  SECOND    CLASS 0
 ME0107
 ME0107.The horizontal coordinates were scaled from a map and have
 ME0107.an estimated accuracy of +/- 6 seconds.
 ME0107
 ME0107.The orthometric height was determined by differential leveling and
 ME0107.adjusted by the NATIONAL GEODETIC SURVEY
 ME0107.in June 1991.
 ME0107
 ME0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0107.GEOID18 height accuracy estimate available here.
 ME0107
 ME0107.Click photographs - Photos may exist for this station.
 ME0107
 ME0107.The dynamic height is computed by dividing the NAVD 88
 ME0107.geopotential number by the normal gravity value computed on the
 ME0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0107.degrees latitude (g = 980.6199 gals.).
 ME0107
 ME0107.The modeled gravity was interpolated from observed gravity values.
 ME0107
 ME0107;                    North         East    Units  Estimated Accuracy
 ME0107;SPC IN E     -   713,450.       49,480.      MT  (+/- 180 meters Scaled)
 ME0107
 ME0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604137(NAD 83)
 ME0107
 ME0107                          SUPERSEDED SURVEY CONTROL
 ME0107
 ME0107  NGVD 29 (??/??/92)  219.316  (m)          719.54   (f) ADJ UNCH    2 0
 ME0107
 ME0107.Superseded values are not recommended for survey control.
 ME0107
 ME0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0107.See file dsdata.pdf to determine how the superseded data were derived.
 ME0107
 ME0107_MARKER: DB = BENCH MARK DISK
 ME0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0107_STAMPING: D 20 1934
 ME0107_MARK LOGO: CGS
 ME0107_PROJECTION: PROJECTING
 ME0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0107+STABILITY: SURFACE MOTION
 ME0107
 ME0107  HISTORY     - Date     Condition        Report By
 ME0107  HISTORY     - 1934     MONUMENTED       CGS
 ME0107  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0107
 ME0107                          STATION DESCRIPTION
 ME0107
 ME0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0107'AT SOUTH BEND.
 ME0107'AT SOUTH BEND, ON THE NEW YORK CENTRAL RAILROAD, 1.0 MILE WEST
 ME0107'OF THE STATION, 90 YARDS EAST OF MILEPOST C 85, IN THE SOUTHEAST
 ME0107'ANGLE OF THE CROSSING OF THE MICHIGAN CENTRAL RAILROAD, 9 YARDS
 ME0107'SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK OF THE N.Y.C.R.R.,
 ME0107'AND 8 YARDS EAST OF THE EAST RAIL OF THE M.C.R.R. TRACK.  A
 ME0107'STANDARD DISK, STAMPED D 20 1934 AND SET IN THE TOP OF A CONCRETE
 ME0107'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MARK WAS NOT
 ME0107'FOUND AND IS PRESUMED TO BE UNDER A FEW FEET OF RAILROAD FILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1987 ***********************************************************************
 MD1987  DESIGNATION -  D 200 RESET
 MD1987  PID         -  MD1987
 MD1987  STATE/COUNTY-  IN/ALLEN
 MD1987  COUNTRY     -  US
 MD1987  USGS QUAD   -  CEDARVILLE (2019)
 MD1987
 MD1987                         *CURRENT SURVEY CONTROL
 MD1987  ______________________________________________________________________
 MD1987* NAD 83(1986) POSITION- 41 08 19.     (N) 085 00 03.     (W)   SCALED
 MD1987* NAVD 88 ORTHO HEIGHT -   237.66  (meters)      779.7   (feet) RESET
 MD1987  ______________________________________________________________________
 MD1987  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 MD1987  VERT ORDER      -  THIRD
 MD1987
 MD1987.The horizontal coordinates were scaled from a map and have
 MD1987.an estimated accuracy of +/- 6 seconds.
 MD1987
 MD1987.The orthometric height was computed from unverified reset data.
 MD1987
 MD1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1987.GEOID18 height accuracy estimate available here.
 MD1987
 MD1987.Click photographs - Photos may exist for this station.
 MD1987
 MD1987;                    North         East    Units  Estimated Accuracy
 MD1987;SPC IN E     -   654,170.      155,900.      MT  (+/- 180 meters Scaled)
 MD1987
 MD1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL677560(NAD 83)
 MD1987
 MD1987                          SUPERSEDED SURVEY CONTROL
 MD1987
 MD1987  NGVD 29 (08/22/16)  237.82   (m)          780.2    (f) RESET       3  
 MD1987
 MD1987.Superseded values are not recommended for survey control.
 MD1987
 MD1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1987.See file dsdata.pdf to determine how the superseded data were derived.
 MD1987
 MD1987_MARKER: DV = VERTICAL CONTROL DISK
 MD1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1987_STAMPING: D 200 RESET 1987
 MD1987_MARK LOGO: NGS
 MD1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1987+STABILITY: SURFACE MOTION
 MD1987
 MD1987  HISTORY     - Date     Condition        Report By
 MD1987  HISTORY     - 1987     MONUMENTED       INHD
 MD1987
 MD1987                          STATION DESCRIPTION
 MD1987
 MD1987'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 MD1987'5.9 MILES (9.5 KM) SOUTHWEST ALONG NO. 37 INDIANA HIGHWAY FROM ITS
 MD1987'OBLIQUE INTERSECTION WITH ANTWERP ROAD AT THE MAIN CORNER IN HARLAN,
 MD1987'0.3 MILE (0.5 KM) NORTHEAST OF INTERSECTION WITH A N-S CROSS ROAD, 23
 MD1987'FEET (7.0 M) SW OF CENTERLINE OF INDIANA HIGHWAY 37, 2.7 FEET
 MD1987'(0.8 M) LOWER THAN HIGHWAY, IN TOP OF BENCH MARK MONUMENT
 MD1987'APPROXIMATELY 1 FOOT (0.3 M) ABOVE NATURAL GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0487 ***********************************************************************
 MD0487  DESIGNATION -  D 201
 MD0487  PID         -  MD0487
 MD0487  STATE/COUNTY-  IN/DE KALB
 MD0487  COUNTRY     -  US
 MD0487  USGS QUAD   -  HICKSVILLE (2016)
 MD0487
 MD0487                         *CURRENT SURVEY CONTROL
 MD0487  ______________________________________________________________________
 MD0487* NAD 83(1986) POSITION- 41 17 03.     (N) 084 52 00.     (W)   SCALED
 MD0487* NAVD 88 ORTHO HEIGHT -   256.949 (meters)      843.01  (feet) ADJUSTED
 MD0487  ______________________________________________________________________
 MD0487  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 MD0487  DYNAMIC HEIGHT  -        256.847 (meters)      842.67  (feet) COMP
 MD0487  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 MD0487
 MD0487  VERT ORDER      -  SECOND    CLASS 0
 MD0487
 MD0487.The horizontal coordinates were scaled from a map and have
 MD0487.an estimated accuracy of +/- 6 seconds.
 MD0487
 MD0487.The orthometric height was determined by differential leveling and
 MD0487.adjusted by the NATIONAL GEODETIC SURVEY
 MD0487.in June 1991.
 MD0487
 MD0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0487.GEOID18 height accuracy estimate available here.
 MD0487
 MD0487.Click photographs - Photos may exist for this station.
 MD0487
 MD0487.The dynamic height is computed by dividing the NAVD 88
 MD0487.geopotential number by the normal gravity value computed on the
 MD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0487.degrees latitude (g = 980.6199 gals.).
 MD0487
 MD0487.The modeled gravity was interpolated from observed gravity values.
 MD0487
 MD0487;                    North         East    Units  Estimated Accuracy
 MD0487;SPC IN E     -   670,420.      167,020.      MT  (+/- 180 meters Scaled)
 MD0487
 MD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL786724(NAD 83)
 MD0487
 MD0487                          SUPERSEDED SURVEY CONTROL
 MD0487
 MD0487  NGVD 29 (??/??/92)  257.098  (m)          843.50   (f) ADJ UNCH    2 0
 MD0487
 MD0487.Superseded values are not recommended for survey control.
 MD0487
 MD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0487.See file dsdata.pdf to determine how the superseded data were derived.
 MD0487
 MD0487_MARKER: DB = BENCH MARK DISK
 MD0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0487_STAMPING: D 201 1946
 MD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0487+STABILITY: SURFACE MOTION
 MD0487
 MD0487  HISTORY     - Date     Condition        Report By
 MD0487  HISTORY     - 1946     MONUMENTED       CGS
 MD0487  HISTORY     - 1962     GOOD             CGS
 MD0487
 MD0487                          STATION DESCRIPTION
 MD0487
 MD0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0487'3 MI E FROM SPENCERVILLE.
 MD0487'ABOUT 0.6 MILE E ALONG THE ROAD CROSSING THE ST. JOE RIVER FROM
 MD0487'ITS INTERSECTION WITH NO. 1 INDIANA HWY. AT POINT ONE BLOCK S OF
 MD0487'THE POST OFFICE IN SPENCERVILLE, THENCE ALONG THE SAME ROAD 0.2
 MD0487'MILE N, THENCE 2.3 MILES E TO INTERSECTION WITH NO. 101 INDIANA
 MD0487'HWY. AND MARK ON LEFT, OR FROM OBLIQUE INTERSECTION OF ANTWERP
 MD0487'ROAD AND NO. 37 INDIANA HIGHWAY IN HARLAN GO NE ON LATTER ABOUT
 MD0487'3.9 MILES AND THENCE 3.5 MILES N ALONG NO. 101 HWY., 45 FEET N
 MD0487'OF CENTER LINE OF THE E-W ROAD, 39 FEET E OF CENTER LINE OF
 MD0487'THE HWY., 1.7 FEET LOWER THAN SAME, ONE FOOT W OF FENCE, 1.6
 MD0487'FEET N OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE
 MD0487'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0638 ***********************************************************************
 MD0638  DESIGNATION -  D 202
 MD0638  PID         -  MD0638
 MD0638  STATE/COUNTY-  IN/ALLEN
 MD0638  COUNTRY     -  US
 MD0638  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0638
 MD0638                         *CURRENT SURVEY CONTROL
 MD0638  ______________________________________________________________________
 MD0638* NAD 83(1986) POSITION- 41 04 39.     (N) 085 08 59.     (W)   SCALED
 MD0638* NAVD 88 ORTHO HEIGHT -   234.757 (meters)      770.20  (feet) ADJUSTED
 MD0638  ______________________________________________________________________
 MD0638  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 MD0638  DYNAMIC HEIGHT  -        234.665 (meters)      769.90  (feet) COMP
 MD0638  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 MD0638
 MD0638  VERT ORDER      -  FIRST     CLASS I
 MD0638
 MD0638.The horizontal coordinates were scaled from a map and have
 MD0638.an estimated accuracy of +/- 6 seconds.
 MD0638
 MD0638.The orthometric height was determined by differential leveling and
 MD0638.adjusted by the NATIONAL GEODETIC SURVEY
 MD0638.in June 1991.
 MD0638
 MD0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0638.GEOID18 height accuracy estimate available here.
 MD0638
 MD0638.Click photographs - Photos may exist for this station.
 MD0638
 MD0638.The dynamic height is computed by dividing the NAVD 88
 MD0638.geopotential number by the normal gravity value computed on the
 MD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0638.degrees latitude (g = 980.6199 gals.).
 MD0638
 MD0638.The modeled gravity was interpolated from observed gravity values.
 MD0638
 MD0638;                    North         East    Units  Estimated Accuracy
 MD0638;SPC IN E     -   647,290.      143,440.      MT  (+/- 180 meters Scaled)
 MD0638
 MD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554490(NAD 83)
 MD0638
 MD0638                          SUPERSEDED SURVEY CONTROL
 MD0638
 MD0638  NGVD 29 (??/??/92)  234.917  (m)          770.72   (f) ADJ UNCH    1 1
 MD0638
 MD0638.Superseded values are not recommended for survey control.
 MD0638
 MD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0638.See file dsdata.pdf to determine how the superseded data were derived.
 MD0638
 MD0638_MARKER: DB = BENCH MARK DISK
 MD0638_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD0638+WITH SETTING: PAVEMENT
 MD0638_SP_SET: FLAGPOLE BASE
 MD0638_STAMPING: D 202 1946
 MD0638_MARK LOGO: CGS
 MD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0638+STABILITY: SURFACE MOTION
 MD0638
 MD0638  HISTORY     - Date     Condition        Report By
 MD0638  HISTORY     - 1946     MONUMENTED       CGS
 MD0638  HISTORY     - 1968     GOOD             CGS
 MD0638  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0638
 MD0638                          STATION DESCRIPTION
 MD0638
 MD0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0638'AT FORT WAYNE.
 MD0638'AT FORT WAYNE, ABOUT 0.55 MILE WEST ALONG WEST BERRY STREET FROM
 MD0638'THE COURTHOUSE, AT THE INTERSECTION OF WEST BERRY STREET AND VAN
 MD0638'BUREN STREET, IN FRONT OF THE ST JOSEPH HOSPITAL, SET ON THE TOP
 MD0638'OF THE NORTH CORNER OF THE CONCRETE BASE SUPPORTING THE FLAGPOLE
 MD0638'IN THE LAWN OF THE ST JOSEPH NURSES HOME, 29 FEET EAST OF THE
 MD0638'EAST CURB OF VAN BUREN STREET, 29 FEET SOUTH OF THE SOUTH CURB
 MD0638'OF WEST BERRY STREET, 14.1 FEET NORTH OF THE NORTHWEST CORNER
 MD0638'OF THE HOME AND 3 1/2 FEET ABOVE THE LEVEL OF THE STREETS.
 MD0638'NOTE-- MARK IS 67.5 FEET NORTHEAST OF BENCH MARK Q 332 1968
 MD0638'DESCRIBED.
 MD0638
 MD0638                          STATION RECOVERY (1992)
 MD0638
 MD0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0638'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1774 ***********************************************************************
 LA1774  DESIGNATION -  D 203
 LA1774  PID         -  LA1774
 LA1774  STATE/COUNTY-  IN/GRANT
 LA1774  COUNTRY     -  US
 LA1774  USGS QUAD   -  VAN BUREN (2019)
 LA1774
 LA1774                         *CURRENT SURVEY CONTROL
 LA1774  ______________________________________________________________________
 LA1774* NAD 83(1986) POSITION- 40 31 25.     (N) 085 30 09.     (W)   SCALED
 LA1774* NAVD 88 ORTHO HEIGHT -   274.605 (meters)      900.93  (feet) ADJUSTED
 LA1774  ______________________________________________________________________
 LA1774  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LA1774  DYNAMIC HEIGHT  -        274.464 (meters)      900.47  (feet) COMP
 LA1774  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 LA1774
 LA1774  VERT ORDER      -  SECOND    CLASS 0
 LA1774
 LA1774.The horizontal coordinates were scaled from a map and have
 LA1774.an estimated accuracy of +/- 6 seconds.
 LA1774
 LA1774.The orthometric height was determined by differential leveling and
 LA1774.adjusted by the NATIONAL GEODETIC SURVEY
 LA1774.in June 1991.
 LA1774
 LA1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1774.GEOID18 height accuracy estimate available here.
 LA1774
 LA1774.Click photographs - Photos may exist for this station.
 LA1774
 LA1774.The dynamic height is computed by dividing the NAVD 88
 LA1774.geopotential number by the normal gravity value computed on the
 LA1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1774.degrees latitude (g = 980.6199 gals.).
 LA1774
 LA1774.The modeled gravity was interpolated from observed gravity values.
 LA1774
 LA1774;                    North         East    Units  Estimated Accuracy
 LA1774;SPC IN E     -   585,670.      113,910.      MT  (+/- 180 meters Scaled)
 LA1774
 LA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK268869(NAD 83)
 LA1774
 LA1774                          SUPERSEDED SURVEY CONTROL
 LA1774
 LA1774  NGVD 29 (??/??/92)  274.733  (m)          901.35   (f) ADJ UNCH    2 0
 LA1774
 LA1774.Superseded values are not recommended for survey control.
 LA1774
 LA1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1774.See file dsdata.pdf to determine how the superseded data were derived.
 LA1774
 LA1774_MARKER: DB = BENCH MARK DISK
 LA1774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1774_SP_SET: CULVERT HEADWALL
 LA1774_STAMPING: D 203 1946
 LA1774_MARK LOGO: CGS
 LA1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1774+STABILITY: SURFACE MOTION
 LA1774
 LA1774  HISTORY     - Date     Condition        Report By
 LA1774  HISTORY     - 1946     MONUMENTED       CGS
 LA1774
 LA1774                          STATION DESCRIPTION
 LA1774
 LA1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1774'3.8 MI N FROM UPLAND.
 LA1774'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE PENNSYLVANIA
 LA1774'RAILROAD STATION AT UPLAND, ABOUT 1.0 MILE SOUTH OF THE CROSSROADS
 LA1774'AT ARCANA, AT AN EAST-WEST GRAVEL CROSSROAD, 32 FEET EAST OF
 LA1774'THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE
 LA1774'OF THE GRAVEL ROAD, SET IN THE TOP OF THE NORTH END OF THE 5.5
 LA1774'FOOT CONCRETE HEAD WALL OF A 12 INCH PIPE CULVERT, AND ABOUT
 LA1774'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1728 ***********************************************************************
 LA1728  DESIGNATION -  D 204
 LA1728  PID         -  LA1728
 LA1728  STATE/COUNTY-  IN/GRANT
 LA1728  COUNTRY     -  US
 LA1728  USGS QUAD   -  MARION (2019)
 LA1728
 LA1728                         *CURRENT SURVEY CONTROL
 LA1728  ______________________________________________________________________
 LA1728* NAD 83(1986) POSITION- 40 36 49.     (N) 085 38 38.     (W)   SCALED
 LA1728* NAVD 88 ORTHO HEIGHT -   264.825 (meters)      868.85  (feet) ADJUSTED
 LA1728  ______________________________________________________________________
 LA1728  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 LA1728  DYNAMIC HEIGHT  -        264.693 (meters)      868.41  (feet) COMP
 LA1728  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LA1728
 LA1728  VERT ORDER      -  SECOND    CLASS 0
 LA1728
 LA1728.The horizontal coordinates were scaled from a map and have
 LA1728.an estimated accuracy of +/- 6 seconds.
 LA1728
 LA1728.The orthometric height was determined by differential leveling and
 LA1728.adjusted by the NATIONAL GEODETIC SURVEY
 LA1728.in June 1991.
 LA1728
 LA1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1728.GEOID18 height accuracy estimate available here.
 LA1728
 LA1728.Click photographs - Photos may exist for this station.
 LA1728
 LA1728.The dynamic height is computed by dividing the NAVD 88
 LA1728.geopotential number by the normal gravity value computed on the
 LA1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1728.degrees latitude (g = 980.6199 gals.).
 LA1728
 LA1728.The modeled gravity was interpolated from observed gravity values.
 LA1728
 LA1728;                    North         East    Units  Estimated Accuracy
 LA1728;SPC IN E     -   595,650.      101,930.      MT  (+/- 180 meters Scaled)
 LA1728
 LA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK147967(NAD 83)
 LA1728
 LA1728                          SUPERSEDED SURVEY CONTROL
 LA1728
 LA1728  NGVD 29 (??/??/92)  264.952  (m)          869.26   (f) ADJ UNCH    2 0
 LA1728
 LA1728.Superseded values are not recommended for survey control.
 LA1728
 LA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1728.See file dsdata.pdf to determine how the superseded data were derived.
 LA1728
 LA1728_MARKER: DB = BENCH MARK DISK
 LA1728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1728_SP_SET: CULVERT HEADWALL
 LA1728_STAMPING: D 204 1946
 LA1728_MARK LOGO: CGS
 LA1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1728+STABILITY: SURFACE MOTION
 LA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1728+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LA1728
 LA1728  HISTORY     - Date     Condition        Report By
 LA1728  HISTORY     - 1946     MONUMENTED       CGS
 LA1728  HISTORY     - 20060228 GOOD             HANPRO
 LA1728  HISTORY     - 20100223 GOOD             FARNGP
 LA1728  HISTORY     - 20110706 GOOD             INDIV
 LA1728
 LA1728                          STATION DESCRIPTION
 LA1728
 LA1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1728'3.2 MI NE FROM MARION.
 LA1728'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAYS 9 AND 37 FROM THE
 LA1728'INTERSECTION OF STATE HIGHWAY 15 AT MARION, 0.35 MILE SOUTHWEST
 LA1728'OF A CROSS ROAD AND CHURCH, SET IN THE TOP OF THE NORTHEAST END
 LA1728'OF THE NORTHWEST HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 27 FEET
 LA1728'NORTHWEST AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LA1728
 LA1728                          STATION RECOVERY (2006)
 LA1728
 LA1728'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2006 (RLW)
 LA1728'HEADWALL MARK IS IN IS DETERIATING BADLY. DISK IS STILL SOLID.
 LA1728
 LA1728                          STATION RECOVERY (2010)
 LA1728
 LA1728'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (BRD)
 LA1728'RECOVERED IN GOOD CONDITION.
 LA1728
 LA1728                          STATION RECOVERY (2011)
 LA1728
 LA1728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1728'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1395 ***********************************************************************
 LA1395  DESIGNATION -  D 205
 LA1395  PID         -  LA1395
 LA1395  STATE/COUNTY-  IN/TIPTON
 LA1395  COUNTRY     -  US
 LA1395  USGS QUAD   -  WINDFALL (2019)
 LA1395
 LA1395                         *CURRENT SURVEY CONTROL
 LA1395  ______________________________________________________________________
 LA1395* NAD 83(1986) POSITION- 40 15 41.76   (N) 085 58 33.09   (W)   HD_HELD1
 LA1395* NAVD 88 ORTHO HEIGHT -   262.770 (meters)      862.10  (feet) ADJUSTED
 LA1395  ______________________________________________________________________
 LA1395  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 LA1395  DYNAMIC HEIGHT  -        262.629 (meters)      861.64  (feet) COMP
 LA1395  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LA1395
 LA1395  VERT ORDER      -  SECOND    CLASS 0
 LA1395
 LA1395.The horizontal coordinates were determined by differentially corrected
 LA1395.hand held GPS observations or other comparable positioning techniques
 LA1395.and have an estimated accuracy of +/- 3 meters.
 LA1395
 LA1395.The orthometric height was determined by differential leveling and
 LA1395.adjusted by the NATIONAL GEODETIC SURVEY
 LA1395.in June 1991.
 LA1395
 LA1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1395.GEOID18 height accuracy estimate available here.
 LA1395
 LA1395.Click photographs - Photos may exist for this station.
 LA1395
 LA1395.The dynamic height is computed by dividing the NAVD 88
 LA1395.geopotential number by the normal gravity value computed on the
 LA1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1395.degrees latitude (g = 980.6199 gals.).
 LA1395
 LA1395.The modeled gravity was interpolated from observed gravity values.
 LA1395
 LA1395;                    North         East    Units  Estimated Accuracy
 LA1395;SPC IN E     -   556,609.8      73,698.8     MT  (+/- 3 meters HH1 GPS) 
 LA1395
 LA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8708657295(NAD 83)
 LA1395
 LA1395                          SUPERSEDED SURVEY CONTROL
 LA1395
 LA1395  NGVD 29 (??/??/92)  262.895  (m)          862.51   (f) ADJ UNCH    2 0
 LA1395
 LA1395.Superseded values are not recommended for survey control.
 LA1395
 LA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1395.See file dsdata.pdf to determine how the superseded data were derived.
 LA1395
 LA1395_MARKER: DB = BENCH MARK DISK
 LA1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1395_STAMPING: D 205 1946
 LA1395_MARK LOGO: CGS
 LA1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1395+STABILITY: SURFACE MOTION
 LA1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1395+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 LA1395
 LA1395  HISTORY     - Date     Condition        Report By
 LA1395  HISTORY     - 1946     MONUMENTED       CGS
 LA1395  HISTORY     - 20061227 GOOD             INDIV
 LA1395
 LA1395                          STATION DESCRIPTION
 LA1395
 LA1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1395'3 MI SW FROM HOBBS.
 LA1395'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1395'AT HOBBS, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1395'AT A CROSS ROAD WITH A FARM HOUSE IN THE SOUTHEAST ANGLE, 47
 LA1395'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET
 LA1395'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 29 FEET EAST OF A
 LA1395'FENCE CORNER, 1 FOOT SOUTH OF A WIRE FENCE AND SET IN THE
 LA1395'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOUT LEVEL WITH THE
 LA1395'INTERSECTION.
 LA1395
 LA1395                          STATION RECOVERY (2006)
 LA1395
 LA1395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DCW)
 LA1395'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0281 ***********************************************************************
 ME0281  DESIGNATION -  D 206
 ME0281  PID         -  ME0281
 ME0281  STATE/COUNTY-  IN/MARSHALL
 ME0281  COUNTRY     -  US
 ME0281  USGS QUAD   -  DONALDSON (2019)
 ME0281
 ME0281                         *CURRENT SURVEY CONTROL
 ME0281  ______________________________________________________________________
 ME0281* NAD 83(1986) POSITION- 41 21 12.     (N) 086 24 02.     (W)   SCALED
 ME0281* NAVD 88 ORTHO HEIGHT -   253.422 (meters)      831.44  (feet) ADJUSTED
 ME0281  ______________________________________________________________________
 ME0281  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0281  DYNAMIC HEIGHT  -        253.317 (meters)      831.09  (feet) COMP
 ME0281  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME0281
 ME0281  VERT ORDER      -  FIRST     CLASS I
 ME0281
 ME0281.The horizontal coordinates were scaled from a map and have
 ME0281.an estimated accuracy of +/- 6 seconds.
 ME0281
 ME0281.The orthometric height was determined by differential leveling and
 ME0281.adjusted by the NATIONAL GEODETIC SURVEY
 ME0281.in June 1991.
 ME0281
 ME0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0281.GEOID18 height accuracy estimate available here.
 ME0281
 ME0281.Click photographs - Photos may exist for this station.
 ME0281
 ME0281.The dynamic height is computed by dividing the NAVD 88
 ME0281.geopotential number by the normal gravity value computed on the
 ME0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0281.degrees latitude (g = 980.6199 gals.).
 ME0281
 ME0281.The modeled gravity was interpolated from observed gravity values.
 ME0281
 ME0281;                    North         East    Units  Estimated Accuracy
 ME0281;SPC IN E     -   678,060.       38,590.      MT  (+/- 180 meters Scaled)
 ME0281
 ME0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL501781(NAD 83)
 ME0281
 ME0281                          SUPERSEDED SURVEY CONTROL
 ME0281
 ME0281  NGVD 29 (01/19/93)  253.536  (m)          831.81   (f) ADJUSTED    1 1
 ME0281  NGVD 29 (??/??/92)  253.536  (m)          831.81   (f) SUPERSEDED  1 1
 ME0281
 ME0281.Superseded values are not recommended for survey control.
 ME0281
 ME0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0281.See file dsdata.pdf to determine how the superseded data were derived.
 ME0281
 ME0281_MARKER: DB = BENCH MARK DISK
 ME0281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0281_SP_SET: PIER
 ME0281_STAMPING: D 206 1946
 ME0281_MARK LOGO: CGS
 ME0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0281+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0281
 ME0281  HISTORY     - Date     Condition        Report By
 ME0281  HISTORY     - 1946     MONUMENTED       CGS
 ME0281  HISTORY     - 1968     GOOD             CGS
 ME0281  HISTORY     - 1975     GOOD             NGS
 ME0281  HISTORY     - 1984     GOOD             USPSQD
 ME0281  HISTORY     - 1988     GOOD             USPSQD
 ME0281  HISTORY     - 19920907 GOOD             NGS
 ME0281
 ME0281                          STATION DESCRIPTION
 ME0281
 ME0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0281'4.6 MI W FROM PLYMOUTH.
 ME0281'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0281'THE STATION AT PLYMOUTH, ABOUT 2.3 MILES EAST OF THE CROSSING
 ME0281'OF UNION ROAD AT DONALDSON, ABOUT 0.5 MILE WEST OF MILEPOST 388,
 ME0281'SET ON THE TOP OF THE EAST END OF THE CONCRETE BASE TO THE SECOND
 ME0281'PIER SOUTH OF THE TRACK UNDER THE ROSE ROAD OVERPASS OVER THE TRACK,
 ME0281'26.7 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.7
 ME0281'FEET EAST OF THE EAST END OF A 2 1/2 FOOT HIGH CONCRETE CAP
 ME0281'THAT IS ON TOP OF THE OLD BASE, 1.3 FEET ABOVE THE LEVEL OF
 ME0281'THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 34,
 ME0281'T 1E, R 34N.
 ME0281
 ME0281                          STATION RECOVERY (1975)
 ME0281
 ME0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ME0281'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE STATION
 ME0281'AT PLYMOUTH, ABOUT 2.3 MILES EAST OF THE CROSSING OF THE UNION ROAD
 ME0281'AT DONALDSON, ABOUT 0.5 MILE WEST OF MILEPOST 388, SET ON THE TOP OF
 ME0281'THE EAST END OF THE CONCRETE BASE TO THE SECOND PIER SOUTH OF THE
 ME0281'TRACK UNDER THE PAVED ROAD OVERPASS OVER THE TRACK, 26.7 FEET SOUTH
 ME0281'OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 1.7 FEET EAST OF THE EAST
 ME0281'END OF A 2 1/2 FOOT HIGH CONCRETE CAP THAT IS ON TOP OF THE OLD BASE,
 ME0281'1.3 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT BELOW THE LEVEL OF
 ME0281'THE TRACK.
 ME0281
 ME0281                          STATION RECOVERY (1984)
 ME0281
 ME0281'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0281'RECOVERED IN GOOD CONDITION.
 ME0281
 ME0281                          STATION RECOVERY (1988)
 ME0281
 ME0281'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0281'RECOVERED IN GOOD CONDITION.
 ME0281
 ME0281                          STATION RECOVERY (1992)
 ME0281
 ME0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0281'8.1 KM (5.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0281'OF STATE HIGHWAY 17 IN PLYMOUTH, IN TOP OF AND NEAR THE EAST END OF
 ME0281'THE 2ND CONCRETE PIER SOUTH OF THE TRACK OF THE NORTH ROSE ROAD
 ME0281'OVERPASS OF THE RAILROAD, 8.1 M (26.6 FT) SOUTH OF THE NEAR RAIL, 4.3
 ME0281'M (14.1 FT) EAST OF THE ROAD CENTER, 0.5 M (1.6 FT) WEST OF A WITNESS
 ME0281'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M
 ME0281'(1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0513 ***********************************************************************
 LB0513  DESIGNATION -  D 207
 LB0513  PID         -  LB0513
 LB0513  STATE/COUNTY-  IN/TIPTON
 LB0513  COUNTRY     -  US
 LB0513  USGS QUAD   -  TIPTON (2019)
 LB0513
 LB0513                         *CURRENT SURVEY CONTROL
 LB0513  ______________________________________________________________________
 LB0513* NAD 83(1986) POSITION- 40 16 31.     (N) 086 05 16.     (W)   SCALED
 LB0513* NAVD 88 ORTHO HEIGHT -   268.138 (meters)      879.72  (feet) ADJUSTED
 LB0513  ______________________________________________________________________
 LB0513  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 LB0513  DYNAMIC HEIGHT  -        267.992 (meters)      879.24  (feet) COMP
 LB0513  MODELED GRAVITY -    980,077.0   (mgal)                       NAVD 88
 LB0513
 LB0513  VERT ORDER      -  SECOND    CLASS 0
 LB0513
 LB0513.The horizontal coordinates were scaled from a map and have
 LB0513.an estimated accuracy of +/- 6 seconds.
 LB0513
 LB0513.The orthometric height was determined by differential leveling and
 LB0513.adjusted by the NATIONAL GEODETIC SURVEY
 LB0513.in June 1991.
 LB0513
 LB0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0513.GEOID18 height accuracy estimate available here.
 LB0513
 LB0513.Click photographs - Photos may exist for this station.
 LB0513
 LB0513.The dynamic height is computed by dividing the NAVD 88
 LB0513.geopotential number by the normal gravity value computed on the
 LB0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0513.degrees latitude (g = 980.6199 gals.).
 LB0513
 LB0513.The modeled gravity was interpolated from observed gravity values.
 LB0513
 LB0513;                    North         East    Units  Estimated Accuracy
 LB0513;SPC IN E     -   558,170.       64,190.      MT  (+/- 180 meters Scaled)
 LB0513
 LB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK775587(NAD 83)
 LB0513
 LB0513                          SUPERSEDED SURVEY CONTROL
 LB0513
 LB0513  NGVD 29 (??/??/92)  268.255  (m)          880.10   (f) ADJ UNCH    2 0
 LB0513
 LB0513.Superseded values are not recommended for survey control.
 LB0513
 LB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0513.See file dsdata.pdf to determine how the superseded data were derived.
 LB0513
 LB0513_MARKER: DB = BENCH MARK DISK
 LB0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0513_STAMPING: D 207 1946
 LB0513_MARK LOGO: CGS
 LB0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0513+STABILITY: SURFACE MOTION
 LB0513
 LB0513  HISTORY     - Date     Condition        Report By
 LB0513  HISTORY     - 1946     MONUMENTED       CGS
 LB0513
 LB0513                          STATION DESCRIPTION
 LB0513
 LB0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0513'2.7 MI W FROM TIPTON.
 LB0513'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 28 FROM THE COURT
 LB0513'HOUSE AT TIPTON, AT A NORTH-SOUTH GRAVEL ROAD INTERSECTION, 69
 LB0513'FEET SOUTH AND ACROSS THE HIGHWAY FROM A 24 INCH BRICK CORNER
 LB0513'FENCE POST, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16
 LB0513'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 16 FEET NORTH
 LB0513'OF A TELEPHONE POLE, 9 FEET SOUTH OF A 12 INCH ROUND CONCRETE
 LB0513'FENCE CORNER POST, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE
 LB0513'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0461 ***********************************************************************
 LB0461  DESIGNATION -  D 208
 LB0461  PID         -  LB0461
 LB0461  STATE/COUNTY-  IN/TIPTON
 LB0461  COUNTRY     -  US
 LB0461  USGS QUAD   -  KOKOMO WEST (2019)
 LB0461
 LB0461                         *CURRENT SURVEY CONTROL
 LB0461  ______________________________________________________________________
 LB0461* NAD 83(1986) POSITION- 40 22 55.     (N) 086 11 01.     (W)   SCALED
 LB0461* NAVD 88 ORTHO HEIGHT -   271.266 (meters)      889.98  (feet) ADJUSTED
 LB0461  ______________________________________________________________________
 LB0461  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 LB0461  DYNAMIC HEIGHT  -        271.121 (meters)      889.50  (feet) COMP
 LB0461  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LB0461
 LB0461  VERT ORDER      -  SECOND    CLASS 0
 LB0461
 LB0461.The horizontal coordinates were scaled from a map and have
 LB0461.an estimated accuracy of +/- 6 seconds.
 LB0461
 LB0461.The orthometric height was determined by differential leveling and
 LB0461.adjusted by the NATIONAL GEODETIC SURVEY
 LB0461.in June 1991.
 LB0461
 LB0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0461.GEOID18 height accuracy estimate available here.
 LB0461
 LB0461.Click photographs - Photos may exist for this station.
 LB0461
 LB0461.The dynamic height is computed by dividing the NAVD 88
 LB0461.geopotential number by the normal gravity value computed on the
 LB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0461.degrees latitude (g = 980.6199 gals.).
 LB0461
 LB0461.The modeled gravity was interpolated from observed gravity values.
 LB0461
 LB0461;                    North         East    Units  Estimated Accuracy
 LB0461;SPC IN E     -   570,060.       56,100.      MT  (+/- 180 meters Scaled)
 LB0461
 LB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK692704(NAD 83)
 LB0461
 LB0461                          SUPERSEDED SURVEY CONTROL
 LB0461
 LB0461  NGVD 29 (??/??/92)  271.380  (m)          890.35   (f) ADJ UNCH    2 0
 LB0461
 LB0461.Superseded values are not recommended for survey control.
 LB0461
 LB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0461.See file dsdata.pdf to determine how the superseded data were derived.
 LB0461
 LB0461_MARKER: DB = BENCH MARK DISK
 LB0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0461_STAMPING: D 208 1946
 LB0461_MARK LOGO: CGS
 LB0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0461+STABILITY: SURFACE MOTION
 LB0461
 LB0461  HISTORY     - Date     Condition        Report By
 LB0461  HISTORY     - 1946     MONUMENTED       CGS
 LB0461
 LB0461                          STATION DESCRIPTION
 LB0461
 LB0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0461'5.2 MI NW FROM SHARPSVILLE.
 LB0461'ABOUT 1.5 MILES WEST ALONG A COUNTY ROAD FROM THE METHODIST
 LB0461'CHURCH AT SHARPSVILLE, THENCE ABOUT 0.25 MILE NORTH, THENCE ABOUT
 LB0461'3.5 MILES WEST ALONG A COUNTY ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 LB0461'ROAD, 109 FEET SOUTHEAST AND ACROSS THE NORTH-SOUTH ROAD FROM
 LB0461'THE SOUTHEAST CORNER OF A RED BARN, 38 FEET EAST OF THE CENTER
 LB0461'LINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE CENTER LINE
 LB0461'OF THE ROAD LEADING EAST, 17 FEET EAST OF A FENCE CORNER POST,
 LB0461'ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE TOP OF A CONCRETE
 LB0461'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1443 ***********************************************************************
 LA1443  DESIGNATION -  D 209
 LA1443  PID         -  LA1443
 LA1443  STATE/COUNTY-  IN/HAMILTON
 LA1443  COUNTRY     -  US
 LA1443  USGS QUAD   -  RIVERWOOD (2019)
 LA1443
 LA1443                         *CURRENT SURVEY CONTROL
 LA1443  ______________________________________________________________________
 LA1443* NAD 83(1986) POSITION- 40 03 20.     (N) 085 54 35.     (W)   SCALED
 LA1443* NAVD 88 ORTHO HEIGHT -   250.482 (meters)      821.79  (feet) ADJUSTED
 LA1443  ______________________________________________________________________
 LA1443  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LA1443  DYNAMIC HEIGHT  -        250.345 (meters)      821.34  (feet) COMP
 LA1443  MODELED GRAVITY -    980,076.3   (mgal)                       NAVD 88
 LA1443
 LA1443  VERT ORDER      -  SECOND    CLASS 0
 LA1443
 LA1443.The horizontal coordinates were scaled from a map and have
 LA1443.an estimated accuracy of +/- 6 seconds.
 LA1443
 LA1443.The orthometric height was determined by differential leveling and
 LA1443.adjusted by the NATIONAL GEODETIC SURVEY
 LA1443.in June 1991.
 LA1443
 LA1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1443.GEOID18 height accuracy estimate available here.
 LA1443
 LA1443.Click photographs - Photos may exist for this station.
 LA1443
 LA1443.The dynamic height is computed by dividing the NAVD 88
 LA1443.geopotential number by the normal gravity value computed on the
 LA1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1443.degrees latitude (g = 980.6199 gals.).
 LA1443
 LA1443.The modeled gravity was interpolated from observed gravity values.
 LA1443
 LA1443;                    North         East    Units  Estimated Accuracy
 LA1443;SPC IN E     -   533,710.       79,260.      MT  (+/- 180 meters Scaled)
 LA1443
 LA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK929344(NAD 83)
 LA1443
 LA1443                          SUPERSEDED SURVEY CONTROL
 LA1443
 LA1443  NGVD 29 (??/??/92)  250.612  (m)          822.22   (f) ADJ UNCH    2 0
 LA1443
 LA1443.Superseded values are not recommended for survey control.
 LA1443
 LA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1443.See file dsdata.pdf to determine how the superseded data were derived.
 LA1443
 LA1443_MARKER: DB = BENCH MARK DISK
 LA1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1443_SP_SET: FOUNDATION
 LA1443_STAMPING: D 209 1946
 LA1443_MARK LOGO: CGS
 LA1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1443
 LA1443  HISTORY     - Date     Condition        Report By
 LA1443  HISTORY     - 1946     MONUMENTED       CGS
 LA1443  HISTORY     - 19910816 MARK NOT FOUND   USPSQD
 LA1443
 LA1443                          STATION DESCRIPTION
 LA1443
 LA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1443'3.4 MI W FROM LAPEL.
 LA1443'ABOUT 3.4 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1443'STATION AT LAPEL, AT DURBIN, SET VERTICALLY IN THE CONCRETE
 LA1443'FOUNDATION OF THE SOUTH WALL OF THE GOODRICH ELEVATOR COMPANY
 LA1443'BUILDING, 53.5 FEET EAST OF THE SOUTHWEST CORNER, 8 FEET WEST
 LA1443'OF THE CENTER OF THE FIRST WINDOW EAST OF THE SOUTHWEST CORNER
 LA1443'AND 1 FOOT ABOVE THE GROUND.
 LA1443
 LA1443                          STATION RECOVERY (1991)
 LA1443
 LA1443'RECOVERY NOTE BY US POWER SQUADRON 1991 (JRP)
 LA1443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0746 ***********************************************************************
 MD0746  DESIGNATION -  D 21
 MD0746  PID         -  MD0746
 MD0746  STATE/COUNTY-  IN/NOBLE
 MD0746  COUNTRY     -  US
 MD0746  USGS QUAD   -  ALBION (2019)
 MD0746
 MD0746                         *CURRENT SURVEY CONTROL
 MD0746  ______________________________________________________________________
 MD0746* NAD 83(1986) POSITION- 41 27 10.     (N) 085 23 57.     (W)   SCALED
 MD0746* NAVD 88 ORTHO HEIGHT -   289.857 (meters)      950.97  (feet) ADJUSTED
 MD0746  ______________________________________________________________________
 MD0746  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 MD0746  DYNAMIC HEIGHT  -        289.738 (meters)      950.58  (feet) COMP
 MD0746  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 MD0746
 MD0746  VERT ORDER      -  SECOND    CLASS 0
 MD0746
 MD0746.The horizontal coordinates were scaled from a map and have
 MD0746.an estimated accuracy of +/- 6 seconds.
 MD0746
 MD0746.The orthometric height was determined by differential leveling and
 MD0746.adjusted by the NATIONAL GEODETIC SURVEY
 MD0746.in June 1991.
 MD0746
 MD0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0746.GEOID18 height accuracy estimate available here.
 MD0746
 MD0746.Click photographs - Photos may exist for this station.
 MD0746
 MD0746.The dynamic height is computed by dividing the NAVD 88
 MD0746.geopotential number by the normal gravity value computed on the
 MD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0746.degrees latitude (g = 980.6199 gals.).
 MD0746
 MD0746.The modeled gravity was interpolated from observed gravity values.
 MD0746
 MD0746;                    North         East    Units  Estimated Accuracy
 MD0746;SPC IN E     -   688,880.      122,350.      MT  (+/- 180 meters Scaled)
 MD0746
 MD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL337902(NAD 83)
 MD0746
 MD0746                          SUPERSEDED SURVEY CONTROL
 MD0746
 MD0746  NGVD 29 (??/??/92)  289.993  (m)          951.42   (f) ADJ UNCH    2 0
 MD0746
 MD0746.Superseded values are not recommended for survey control.
 MD0746
 MD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0746.See file dsdata.pdf to determine how the superseded data were derived.
 MD0746
 MD0746_MARKER: DB = BENCH MARK DISK
 MD0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0746_STAMPING: D 21 1934
 MD0746_MARK LOGO: CGS
 MD0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0746+STABILITY: SURFACE MOTION
 MD0746
 MD0746  HISTORY     - Date     Condition        Report By
 MD0746  HISTORY     - 1934     MONUMENTED       CGS
 MD0746  HISTORY     - 1962     GOOD             CGS
 MD0746
 MD0746                          STATION DESCRIPTION
 MD0746
 MD0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0746'AT BRIMFIELD.
 MD0746'AT BRIMFIELD, ABOUT 435 YARDS E ALONG THE NEW YORK CENTRAL
 MD0746'RAILROAD FROM THE BRIDGE THAT PASSES NO. 6 U.S. HWY. OVER THE
 MD0746'RAILROAD, 75 FEET S OF S RAIL OF MAIN LINE DOUBLE TRACKS, 2.0
 MD0746'FEET LOWER THAN TOP OF SAME, 5.5 FEET NW OF TELEPHONE POLE, AND
 MD0746'PROJECTING 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0479 ***********************************************************************
 LB0479  DESIGNATION -  D 210
 LB0479  PID         -  LB0479
 LB0479  STATE/COUNTY-  IN/HAMILTON
 LB0479  COUNTRY     -  US
 LB0479  USGS QUAD   -  SHERIDAN (2019)
 LB0479
 LB0479                         *CURRENT SURVEY CONTROL
 LB0479  ______________________________________________________________________
 LB0479* NAD 83(1986) POSITION- 40 09 40.     (N) 086 14 31.     (W)   SCALED
 LB0479* NAVD 88 ORTHO HEIGHT -   288.455 (meters)      946.37  (feet) ADJUSTED
 LB0479  ______________________________________________________________________
 LB0479  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 LB0479  DYNAMIC HEIGHT  -        288.295 (meters)      945.85  (feet) COMP
 LB0479  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 LB0479
 LB0479  VERT ORDER      -  SECOND    CLASS 0
 LB0479
 LB0479.The horizontal coordinates were scaled from a map and have
 LB0479.an estimated accuracy of +/- 6 seconds.
 LB0479
 LB0479.The orthometric height was determined by differential leveling and
 LB0479.adjusted by the NATIONAL GEODETIC SURVEY
 LB0479.in June 1991.
 LB0479
 LB0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0479.GEOID18 height accuracy estimate available here.
 LB0479
 LB0479.Click photographs - Photos may exist for this station.
 LB0479
 LB0479.The dynamic height is computed by dividing the NAVD 88
 LB0479.geopotential number by the normal gravity value computed on the
 LB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0479.degrees latitude (g = 980.6199 gals.).
 LB0479
 LB0479.The modeled gravity was interpolated from observed gravity values.
 LB0479
 LB0479;                    North         East    Units  Estimated Accuracy
 LB0479;SPC IN E     -   545,570.       50,990.      MT  (+/- 180 meters Scaled)
 LB0479
 LB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645459(NAD 83)
 LB0479
 LB0479                          SUPERSEDED SURVEY CONTROL
 LB0479
 LB0479  NGVD 29 (??/??/92)  288.562  (m)          946.72   (f) ADJ UNCH    2 0
 LB0479
 LB0479.Superseded values are not recommended for survey control.
 LB0479
 LB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0479.See file dsdata.pdf to determine how the superseded data were derived.
 LB0479
 LB0479_MARKER: DB = BENCH MARK DISK
 LB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0479_STAMPING: D 210 1946
 LB0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0479+STABILITY: SURFACE MOTION
 LB0479
 LB0479  HISTORY     - Date     Condition        Report By
 LB0479  HISTORY     - 1946     MONUMENTED       CGS
 LB0479  HISTORY     - 1961     GOOD             CGS
 LB0479  HISTORY     - 20220929 MARK NOT FOUND   IN-057
 LB0479
 LB0479                          STATION DESCRIPTION
 LB0479
 LB0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0479'2.6 MI NW FROM SHERIDAN.
 LB0479'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CITY
 LB0479'HALL AT SHERIDAN, THENCE ABOUT 0.85 MILES NORTH ALONG THE
 LB0479'BOONE-HAMILTON COUNTY LINE ROAD, SET NEAR THE SOUTHWEST CORNER
 LB0479'OF A CEMETERY, 24 FEET SOUTH OF THE CEMETERY ENTRANCE DRIVE, 45
 LB0479'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME CHAPEL BUILDING,
 LB0479'19 FEET SOUTH OF A FENCE CORNER AND GATE POST, 1 FOOT WEST OF THE
 LB0479'FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LB0479'CONCRETE POST PROJECTING 6 INCHES.
 LB0479
 LB0479                          STATION RECOVERY (1961)
 LB0479
 LB0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0479'RECOVERED IN GOOD CONDITION.
 LB0479
 LB0479                          STATION RECOVERY (2022)
 LB0479
 LB0479'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0479'MARK NOT FOUND AT LOCATION AND PROBABLY DESTROYED.  CEMETERY EXPANDED
 LB0479'BETWEEN 1976-1985.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0549 ***********************************************************************
 LB0549  DESIGNATION -  D 212
 LB0549  PID         -  LB0549
 LB0549  STATE/COUNTY-  IN/HAMILTON
 LB0549  COUNTRY     -  US
 LB0549  USGS QUAD   -  SHERIDAN (2019)
 LB0549
 LB0549                         *CURRENT SURVEY CONTROL
 LB0549  ______________________________________________________________________
 LB0549* NAD 83(1986) POSITION- 40 07 48.37   (N) 086 12 14.32   (W)   HD_HELD1
 LB0549* NAVD 88 ORTHO HEIGHT -   292.030 (meters)      958.10  (feet) ADJUSTED
 LB0549  ______________________________________________________________________
 LB0549  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 LB0549  DYNAMIC HEIGHT  -        291.868 (meters)      957.57  (feet) COMP
 LB0549  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LB0549
 LB0549  VERT ORDER      -  SECOND    CLASS 0
 LB0549
 LB0549.The horizontal coordinates were determined by differentially corrected
 LB0549.hand held GPS observations or other comparable positioning techniques
 LB0549.and have an estimated accuracy of +/- 3 meters.
 LB0549
 LB0549.The orthometric height was determined by differential leveling and
 LB0549.adjusted by the NATIONAL GEODETIC SURVEY
 LB0549.in June 1991.
 LB0549
 LB0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0549.GEOID18 height accuracy estimate available here.
 LB0549
 LB0549.Click photographs - Photos may exist for this station.
 LB0549
 LB0549.The dynamic height is computed by dividing the NAVD 88
 LB0549.geopotential number by the normal gravity value computed on the
 LB0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0549.degrees latitude (g = 980.6199 gals.).
 LB0549
 LB0549.The modeled gravity was interpolated from observed gravity values.
 LB0549
 LB0549;                    North         East    Units  Estimated Accuracy
 LB0549;SPC IN E     -   542,101.6      54,205.5     MT  (+/- 3 meters HH1 GPS) 
 LB0549
 LB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6781942501(NAD 83)
 LB0549
 LB0549                          SUPERSEDED SURVEY CONTROL
 LB0549
 LB0549  NGVD 29 (??/??/92)  292.139  (m)          958.46   (f) ADJ UNCH    2 0
 LB0549
 LB0549.Superseded values are not recommended for survey control.
 LB0549
 LB0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0549.See file dsdata.pdf to determine how the superseded data were derived.
 LB0549
 LB0549_MARKER: DB = BENCH MARK DISK
 LB0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0549_STAMPING: D 212 1946
 LB0549_MARK LOGO: CGS
 LB0549_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0549+STABILITY: SURFACE MOTION
 LB0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0549+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2021
 LB0549
 LB0549  HISTORY     - Date     Condition        Report By
 LB0549  HISTORY     - 1946     MONUMENTED       CGS
 LB0549  HISTORY     - 1961     GOOD             CGS
 LB0549  HISTORY     - 20050914 GOOD             INDIV
 LB0549  HISTORY     - 20070721 GOOD             SURVFI
 LB0549  HISTORY     - 20100413 GOOD             INDIV
 LB0549  HISTORY     - 20211025 GOOD             INDOT
 LB0549
 LB0549                          STATION DESCRIPTION
 LB0549
 LB0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0549'0.4 MI E FROM SHERIDAN.
 LB0549'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 47 FROM ITS INTERSECTION
 LB0549'WITH STATE HIGHWAY 38 AT THE WEST PART OF SHERIDAN, AT THE JUNCTION
 LB0549'OF A GRAVEL ROAD LEADING SOUTH, ACROSS THE HIGHWAY FROM A WHITE
 LB0549'HOUSE, 112 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB0549'HOUSE, 24 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 LB0549'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 LB0549'WEST-NORTHWEST OF POWER POLE 50/866, 2 FEET WEST OF A FENCE
 LB0549'CORNER POST AND IN LINE WITH THE HIGHWAY RIGHT-OF-WAY FENCE
 LB0549'LEADING EAST, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE
 LB0549'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0549
 LB0549                          STATION RECOVERY (1961)
 LB0549
 LB0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0549'RECOVERED IN GOOD CONDITION.
 LB0549
 LB0549                          STATION RECOVERY (2005)
 LB0549
 LB0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLN)
 LB0549'RECOVERED IN GOOD CONDITION.
 LB0549
 LB0549                          STATION RECOVERY (2007)
 LB0549
 LB0549'RECOVERY NOTE BY SURVEY FIRST LLC 2007 (RGC)
 LB0549'RECORVED AS DESCRIBED
 LB0549
 LB0549                          STATION RECOVERY (2010)
 LB0549
 LB0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 LB0549'RECOVERED AND LOCATED WITH DUAL VECTOR RTK FOR THE MWRTK VRS NETWORK.
 LB0549'LAT. 40-07-48.37584N,  LONG. 86-12-14.31690W.  LOCATION GIVEN TO
 LB0549'ASSIST IN THE RECOVERY ONLY AND IS NOT INTENDED TO REPRESENT PUBLISHED
 LB0549'HORIZONTAL CONTROL.
 LB0549
 LB0549                          STATION RECOVERY (2021)
 LB0549
 LB0549'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 LB0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0973 ***********************************************************************
 LA0973  DESIGNATION -  D 213
 LA0973  PID         -  LA0973
 LA0973  STATE/COUNTY-  IN/HUNTINGTON
 LA0973  COUNTRY     -  US
 LA0973  USGS QUAD   -  WARREN (2019)
 LA0973
 LA0973                         *CURRENT SURVEY CONTROL
 LA0973  ______________________________________________________________________
 LA0973* NAD 83(1986) POSITION- 40 44 30.     (N) 085 28 10.     (W)   SCALED
 LA0973* NAVD 88 ORTHO HEIGHT -   249.897 (meters)      819.87  (feet) ADJUSTED
 LA0973  ______________________________________________________________________
 LA0973  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 LA0973  DYNAMIC HEIGHT  -        249.775 (meters)      819.47  (feet) COMP
 LA0973  MODELED GRAVITY -    980,130.3   (mgal)                       NAVD 88
 LA0973
 LA0973  VERT ORDER      -  SECOND    CLASS 0
 LA0973
 LA0973.The horizontal coordinates were scaled from a map and have
 LA0973.an estimated accuracy of +/- 6 seconds.
 LA0973
 LA0973.The orthometric height was determined by differential leveling and
 LA0973.adjusted by the NATIONAL GEODETIC SURVEY
 LA0973.in June 1991.
 LA0973
 LA0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0973.GEOID18 height accuracy estimate available here.
 LA0973
 LA0973.Click photographs - Photos may exist for this station.
 LA0973
 LA0973.The dynamic height is computed by dividing the NAVD 88
 LA0973.geopotential number by the normal gravity value computed on the
 LA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0973.degrees latitude (g = 980.6199 gals.).
 LA0973
 LA0973.The modeled gravity was interpolated from observed gravity values.
 LA0973
 LA0973;                    North         East    Units  Estimated Accuracy
 LA0973;SPC IN E     -   609,890.      116,660.      MT  (+/- 180 meters Scaled)
 LA0973
 LA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL292112(NAD 83)
 LA0973
 LA0973                          SUPERSEDED SURVEY CONTROL
 LA0973
 LA0973  NGVD 29 (??/??/92)  250.029  (m)          820.30   (f) ADJ UNCH    2 0
 LA0973
 LA0973.Superseded values are not recommended for survey control.
 LA0973
 LA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0973.See file dsdata.pdf to determine how the superseded data were derived.
 LA0973
 LA0973_MARKER: DB = BENCH MARK DISK
 LA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0973_STAMPING: D 213 1947
 LA0973_MARK LOGO: CGS
 LA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0973+STABILITY: SURFACE MOTION
 LA0973
 LA0973  HISTORY     - Date     Condition        Report By
 LA0973  HISTORY     - 1947     MONUMENTED       CGS
 LA0973  HISTORY     - 1962     GOOD             CGS
 LA0973
 LA0973                          STATION DESCRIPTION
 LA0973
 LA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0973'4 MI W FROM PLUM TREE.
 LA0973'ABOUT 4.05 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0973'CHURCH AT PLUM TREE, ABOUT 1.25 MILES WEST OF THE INTERSECTION
 LA0973'OF STATE HIGHWAY 5, AT THE JUNCTION OF A ROAD SOUTH, ABOUT 75
 LA0973'YARDS WEST OF THE CROSSING OF A POWER TRANSMISSION LINE, 40 FEET
 LA0973'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE
 LA0973'CENTER LINE OF THE GRAVEL ROAD SOUTH, 6 FEET WEST OF A VERTICAL
 LA0973'RAILROAD RAIL FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE,
 LA0973'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0973'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0973
 LA0973                          STATION RECOVERY (1962)
 LA0973
 LA0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0905 ***********************************************************************
 LA0905  DESIGNATION -  D 214
 LA0905  PID         -  LA0905
 LA0905  STATE/COUNTY-  IN/HUNTINGTON
 LA0905  COUNTRY     -  US
 LA0905  USGS QUAD   -  MARKLE (2019)
 LA0905
 LA0905                         *CURRENT SURVEY CONTROL
 LA0905  ______________________________________________________________________
 LA0905* NAD 83(1986) POSITION- 40 46 18.     (N) 085 22 24.     (W)   SCALED
 LA0905* NAVD 88 ORTHO HEIGHT -   253.832 (meters)      832.78  (feet) ADJUSTED
 LA0905  ______________________________________________________________________
 LA0905  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 LA0905  DYNAMIC HEIGHT  -        253.710 (meters)      832.38  (feet) COMP
 LA0905  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 LA0905
 LA0905  VERT ORDER      -  SECOND    CLASS 0
 LA0905
 LA0905.The horizontal coordinates were scaled from a map and have
 LA0905.an estimated accuracy of +/- 6 seconds.
 LA0905
 LA0905.The orthometric height was determined by differential leveling and
 LA0905.adjusted by the NATIONAL GEODETIC SURVEY
 LA0905.in June 1991.
 LA0905
 LA0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0905.GEOID18 height accuracy estimate available here.
 LA0905
 LA0905.Click photographs - Photos may exist for this station.
 LA0905
 LA0905.The dynamic height is computed by dividing the NAVD 88
 LA0905.geopotential number by the normal gravity value computed on the
 LA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0905.degrees latitude (g = 980.6199 gals.).
 LA0905
 LA0905.The modeled gravity was interpolated from observed gravity values.
 LA0905
 LA0905;                    North         East    Units  Estimated Accuracy
 LA0905;SPC IN E     -   613,240.      124,760.      MT  (+/- 180 meters Scaled)
 LA0905
 LA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL372146(NAD 83)
 LA0905
 LA0905                          SUPERSEDED SURVEY CONTROL
 LA0905
 LA0905  NGVD 29 (??/??/92)  253.966  (m)          833.22   (f) ADJ UNCH    2 0
 LA0905
 LA0905.Superseded values are not recommended for survey control.
 LA0905
 LA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0905.See file dsdata.pdf to determine how the superseded data were derived.
 LA0905
 LA0905_MARKER: DB = BENCH MARK DISK
 LA0905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0905_SP_SET: BOX CULVERT WINGWALL
 LA0905_STAMPING: D 214 1947
 LA0905_MARK LOGO: CGS
 LA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0905+STABILITY: SURFACE MOTION
 LA0905
 LA0905  HISTORY     - Date     Condition        Report By
 LA0905  HISTORY     - 1947     MONUMENTED       CGS
 LA0905
 LA0905                          STATION DESCRIPTION
 LA0905
 LA0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0905'4.2 MI S FROM MARKLE.
 LA0905'ABOUT 4.25 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0905'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, ABOUT 110 FEET
 LA0905'NORTH OF THE CENTER LINE OF A GRAVEL ROAD CROSSING, ABOUT 110
 LA0905'FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD CROSSING, SET
 LA0905'IN THE TOP OF THE SOUTHEAST WINGWALL OF A 12 BY 14 INCH CONCRETE
 LA0905'BOX CULVERT, 27 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE CENTER
 LA0905'LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0943 ***********************************************************************
 LA0943  DESIGNATION -  D 215
 LA0943  PID         -  LA0943
 LA0943  STATE/COUNTY-  IN/BLACKFORD
 LA0943  COUNTRY     -  US
 LA0943  USGS QUAD   -  ROLL (2019)
 LA0943
 LA0943                         *CURRENT SURVEY CONTROL
 LA0943  ______________________________________________________________________
 LA0943* NAD 83(1986) POSITION- 40 33 09.     (N) 085 25 40.     (W)   SCALED
 LA0943* NAVD 88 ORTHO HEIGHT -   266.701 (meters)      875.00  (feet) ADJUSTED
 LA0943  ______________________________________________________________________
 LA0943  GEOID HEIGHT    -        -34.188 (meters)                     GEOID18
 LA0943  DYNAMIC HEIGHT  -        266.565 (meters)      874.56  (feet) COMP
 LA0943  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA0943
 LA0943  VERT ORDER      -  SECOND    CLASS 0
 LA0943
 LA0943.The horizontal coordinates were scaled from a map and have
 LA0943.an estimated accuracy of +/- 6 seconds.
 LA0943
 LA0943.The orthometric height was determined by differential leveling and
 LA0943.adjusted by the NATIONAL GEODETIC SURVEY
 LA0943.in June 1991.
 LA0943
 LA0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0943.GEOID18 height accuracy estimate available here.
 LA0943
 LA0943.Click photographs - Photos may exist for this station.
 LA0943
 LA0943.The dynamic height is computed by dividing the NAVD 88
 LA0943.geopotential number by the normal gravity value computed on the
 LA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0943.degrees latitude (g = 980.6199 gals.).
 LA0943
 LA0943.The modeled gravity was interpolated from observed gravity values.
 LA0943
 LA0943;                    North         East    Units  Estimated Accuracy
 LA0943;SPC IN E     -   588,890.      120,230.      MT  (+/- 180 meters Scaled)
 LA0943
 LA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK331902(NAD 83)
 LA0943
 LA0943                          SUPERSEDED SURVEY CONTROL
 LA0943
 LA0943  NGVD 29 (??/??/92)  266.832  (m)          875.43   (f) ADJ UNCH    2 0
 LA0943
 LA0943.Superseded values are not recommended for survey control.
 LA0943
 LA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0943.See file dsdata.pdf to determine how the superseded data were derived.
 LA0943
 LA0943_MARKER: DB = BENCH MARK DISK
 LA0943_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0943_SP_SET: BOX CULVERT HEADWALL
 LA0943_STAMPING: D 215 1947
 LA0943_MARK LOGO: CGS
 LA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0943+STABILITY: SURFACE MOTION
 LA0943
 LA0943  HISTORY     - Date     Condition        Report By
 LA0943  HISTORY     - 1947     MONUMENTED       CGS
 LA0943  HISTORY     - 1970     GOOD             NGS
 LA0943
 LA0943                          STATION DESCRIPTION
 LA0943
 LA0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0943'1.8 MI W FROM ROLL.
 LA0943'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL
 LA0943'AT ROLL, ABOUT 1.0 MILE EAST OF THE GRANT-BLACKFORD COUNTY LINE,
 LA0943'242 FEET EAST OF THE CENTER LINE OF A GRAVEL CROSS ROAD, SET IN
 LA0943'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF AN 8 BY 4-FOOT
 LA0943'CONCRETE BOX CULVERT, 21 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW
 LA0943'THE CENTER LINE OF THE HIGHWAY.
 LA0943
 LA0943                          STATION RECOVERY (1970)
 LA0943
 LA0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0962 ***********************************************************************
 LA0962  DESIGNATION -  D 216
 LA0962  PID         -  LA0962
 LA0962  STATE/COUNTY-  IN/HUNTINGTON
 LA0962  COUNTRY     -  US
 LA0962  USGS QUAD   -  WARREN (2019)
 LA0962
 LA0962                         *CURRENT SURVEY CONTROL
 LA0962  ______________________________________________________________________
 LA0962* NAD 83(1986) POSITION- 40 39 33.     (N) 085 24 11.     (W)   SCALED
 LA0962* NAVD 88 ORTHO HEIGHT -   255.541 (meters)      838.39  (feet) ADJUSTED
 LA0962  ______________________________________________________________________
 LA0962  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 LA0962  DYNAMIC HEIGHT  -        255.414 (meters)      837.97  (feet) COMP
 LA0962  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 LA0962
 LA0962  VERT ORDER      -  SECOND    CLASS 0
 LA0962
 LA0962.The horizontal coordinates were scaled from a map and have
 LA0962.an estimated accuracy of +/- 6 seconds.
 LA0962
 LA0962.The orthometric height was determined by differential leveling and
 LA0962.adjusted by the NATIONAL GEODETIC SURVEY
 LA0962.in June 1991.
 LA0962
 LA0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0962.GEOID18 height accuracy estimate available here.
 LA0962
 LA0962.Click photographs - Photos may exist for this station.
 LA0962
 LA0962.The dynamic height is computed by dividing the NAVD 88
 LA0962.geopotential number by the normal gravity value computed on the
 LA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0962.degrees latitude (g = 980.6199 gals.).
 LA0962
 LA0962.The modeled gravity was interpolated from observed gravity values.
 LA0962
 LA0962;                    North         East    Units  Estimated Accuracy
 LA0962;SPC IN E     -   600,740.      122,290.      MT  (+/- 180 meters Scaled)
 LA0962
 LA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL349021(NAD 83)
 LA0962
 LA0962                          SUPERSEDED SURVEY CONTROL
 LA0962
 LA0962  NGVD 29 (??/??/92)  255.673  (m)          838.82   (f) ADJ UNCH    2 0
 LA0962
 LA0962.Superseded values are not recommended for survey control.
 LA0962
 LA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0962.See file dsdata.pdf to determine how the superseded data were derived.
 LA0962
 LA0962_MARKER: DB = BENCH MARK DISK
 LA0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0962_STAMPING: D 216 1947
 LA0962_MARK LOGO: CGS
 LA0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0962+STABILITY: SURFACE MOTION
 LA0962
 LA0962  HISTORY     - Date     Condition        Report By
 LA0962  HISTORY     - 1947     MONUMENTED       CGS
 LA0962
 LA0962                          STATION DESCRIPTION
 LA0962
 LA0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0962'2 MI SE FROM WARREN.
 LA0962'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 LA0962'OF STATE HIGHWAY 218 AT WARREN, 82 FEET NORTH OF THE NORTH CORNER
 LA0962'OF THE WARREN WALL FARM HOUSE, 28 FEET NORTHWEST OF THE CENTER
 LA0962'LINE OF THE DRIVE WAY, 39 FEET SOUTH WEST OF THE CENTER LINE OF
 LA0962'THE HIGHWAY, 7.5 FEET NORTHWEST OF A TELEPHONE POLE, 5 FEET
 LA0962'NORTHWEST OF A FENCE CORNER POST, 1.5 FEET NORTHEAST OF THE FENCE
 LA0962'LINE, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 LA0962'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0962'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1499 ***********************************************************************
 LA1499  DESIGNATION -  D 217
 LA1499  PID         -  LA1499
 LA1499  STATE/COUNTY-  IN/GRANT
 LA1499  COUNTRY     -  US
 LA1499  USGS QUAD   -  GAS CITY (2019)
 LA1499
 LA1499                         *CURRENT SURVEY CONTROL
 LA1499  ______________________________________________________________________
 LA1499* NAD 83(1986) POSITION- 40 23 24.     (N) 085 34 09.     (W)   SCALED
 LA1499* NAVD 88 ORTHO HEIGHT -   268.898 (meters)      882.21  (feet) ADJUSTED
 LA1499  ______________________________________________________________________
 LA1499  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 LA1499  DYNAMIC HEIGHT  -        268.760 (meters)      881.76  (feet) COMP
 LA1499  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LA1499
 LA1499  VERT ORDER      -  SECOND    CLASS 0
 LA1499
 LA1499.The horizontal coordinates were scaled from a map and have
 LA1499.an estimated accuracy of +/- 6 seconds.
 LA1499
 LA1499.The orthometric height was determined by differential leveling and
 LA1499.adjusted by the NATIONAL GEODETIC SURVEY
 LA1499.in June 1991.
 LA1499
 LA1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1499.GEOID18 height accuracy estimate available here.
 LA1499
 LA1499.Click photographs - Photos may exist for this station.
 LA1499
 LA1499.The dynamic height is computed by dividing the NAVD 88
 LA1499.geopotential number by the normal gravity value computed on the
 LA1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1499.degrees latitude (g = 980.6199 gals.).
 LA1499
 LA1499.The modeled gravity was interpolated from observed gravity values.
 LA1499
 LA1499;                    North         East    Units  Estimated Accuracy
 LA1499;SPC IN E     -   570,830.      108,280.      MT  (+/- 180 meters Scaled)
 LA1499
 LA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK214720(NAD 83)
 LA1499
 LA1499                          SUPERSEDED SURVEY CONTROL
 LA1499
 LA1499  NGVD 29 (??/??/92)  269.036  (m)          882.66   (f) ADJ UNCH    2 0
 LA1499
 LA1499.Superseded values are not recommended for survey control.
 LA1499
 LA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1499.See file dsdata.pdf to determine how the superseded data were derived.
 LA1499
 LA1499_MARKER: DB = BENCH MARK DISK
 LA1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1499_STAMPING: D 217 1947
 LA1499_MARK LOGO: CGS
 LA1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1499+STABILITY: SURFACE MOTION
 LA1499
 LA1499  HISTORY     - Date     Condition        Report By
 LA1499  HISTORY     - 1947     MONUMENTED       CGS
 LA1499
 LA1499                          STATION DESCRIPTION
 LA1499
 LA1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1499'3.6 MI NW FROM MATTHEWS.
 LA1499'ABOUT 0.55 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE JUNCTION
 LA1499'OF STATE HIGHWAY 221 AT MATTHEWS, THENCE ABOUT 3.1 MILES WEST
 LA1499'ALONG A GRAVEL ROAD, ABOUT 0.4 MILE WEST OF THE CROSSING OF THE
 LA1499'CHESAPEAKE AND OHIO RAILROAD, AT A GRAVEL CROSS ROAD, 25 FEET
 LA1499'WEST OF THE CENTER LINE OF THE CROSS ROAD, 17.5 FEET NORTH OF
 LA1499'THE CENTER LINE OF THE EAST-WEST ROAD, 4 FEET WEST OF A FENCE
 LA1499'CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF A
 LA1499'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET
 LA1499'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1268 ***********************************************************************
 LA1268  DESIGNATION -  D 218 RESET
 LA1268  PID         -  LA1268
 LA1268  STATE/COUNTY-  IN/DELAWARE
 LA1268  COUNTRY     -  US
 LA1268  USGS QUAD   -  WHEELING (2019)
 LA1268
 LA1268                         *CURRENT SURVEY CONTROL
 LA1268  ______________________________________________________________________
 LA1268* NAD 83(1986) POSITION- 40 16 37.23   (N) 085 29 05.77   (W)   HD_HELD1
 LA1268* NAVD 88 ORTHO HEIGHT -   272.45  (meters)      893.9   (feet) RESET
 LA1268  ______________________________________________________________________
 LA1268  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 LA1268  VERT ORDER      -  THIRD
 LA1268
 LA1268.The horizontal coordinates were determined by differentially corrected
 LA1268.hand held GPS observations or other comparable positioning techniques
 LA1268.and have an estimated accuracy of +/- 3 meters.
 LA1268
 LA1268.The orthometric height was computed from unverified reset data.
 LA1268
 LA1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1268.GEOID18 height accuracy estimate available here.
 LA1268
 LA1268.Click photographs - Photos may exist for this station.
 LA1268
 LA1268;                    North         East    Units  Estimated Accuracy
 LA1268;SPC IN E     -   558,290.7     115,455.3     MT  (+/- 3 meters HH1 GPS) 
 LA1268
 LA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2880359604(NAD 83)
 LA1268
 LA1268                          SUPERSEDED SURVEY CONTROL
 LA1268
 LA1268  NGVD 29 (??/??/??)  272.59   (m)          894.3    (f) RESET       3  
 LA1268
 LA1268.Superseded values are not recommended for survey control.
 LA1268
 LA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1268.See file dsdata.pdf to determine how the superseded data were derived.
 LA1268
 LA1268_MARKER: DB = BENCH MARK DISK
 LA1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1268_SP_SET: BRIDGE
 LA1268_STAMPING: D 218 RESET 1954
 LA1268_MARK LOGO: CGS
 LA1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1268+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 LA1268
 LA1268  HISTORY     - Date     Condition        Report By
 LA1268  HISTORY     - 1954     MONUMENTED       INHD
 LA1268  HISTORY     - 20230928 GOOD             INDOT
 LA1268
 LA1268                          STATION DESCRIPTION
 LA1268
 LA1268'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1954
 LA1268'9.6 MI E FROM ALEXANDRIA.
 LA1268'IN DELAWARE COUNTY, 9.6 MILES EAST ALONG STATE HIGHWAY 28 FROM
 LA1268'THE INTERSECTION OF STATE HIGHWAY 9 AT ALEXANDRIA, MADISON COUNTY,
 LA1268'0.6 MILE WEST OF OLIVE CHAPEL CHURCH, AT THE NEW BRIDGE OVER
 LA1268'KILBUCK CREEK, IN THE TOP OF THE NORTHEAST WING WALL, 20 FEET
 LA1268'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 9 INCHES
 LA1268'ABOVE THE PAVEMENT.
 LA1268
 LA1268                          STATION RECOVERY (2023)
 LA1268
 LA1268'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1225 ***********************************************************************
 LA1225  DESIGNATION -  D 219
 LA1225  PID         -  LA1225
 LA1225  STATE/COUNTY-  IN/DELAWARE
 LA1225  COUNTRY     -  US
 LA1225  USGS QUAD   -  MUNCIE WEST (2019)
 LA1225
 LA1225                         *CURRENT SURVEY CONTROL
 LA1225  ______________________________________________________________________
 LA1225* NAD 83(1986) POSITION- 40 14 53.     (N) 085 25 10.     (W)   SCALED
 LA1225* NAVD 88 ORTHO HEIGHT -   283.002 (meters)      928.48  (feet) ADJUSTED
 LA1225  ______________________________________________________________________
 LA1225  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 LA1225  DYNAMIC HEIGHT  -        282.853 (meters)      927.99  (feet) COMP
 LA1225  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 LA1225
 LA1225  VERT ORDER      -  SECOND    CLASS 0
 LA1225
 LA1225.The horizontal coordinates were scaled from a map and have
 LA1225.an estimated accuracy of +/- 6 seconds.
 LA1225
 LA1225.The orthometric height was determined by differential leveling and
 LA1225.adjusted by the NATIONAL GEODETIC SURVEY
 LA1225.in June 1991.
 LA1225
 LA1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1225.GEOID18 height accuracy estimate available here.
 LA1225
 LA1225.Click photographs - Photos may exist for this station.
 LA1225
 LA1225.The dynamic height is computed by dividing the NAVD 88
 LA1225.geopotential number by the normal gravity value computed on the
 LA1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1225.degrees latitude (g = 980.6199 gals.).
 LA1225
 LA1225.The modeled gravity was interpolated from observed gravity values.
 LA1225
 LA1225;                    North         East    Units  Estimated Accuracy
 LA1225;SPC IN E     -   555,090.      121,030.      MT  (+/- 180 meters Scaled)
 LA1225
 LA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK344564(NAD 83)
 LA1225
 LA1225                          SUPERSEDED SURVEY CONTROL
 LA1225
 LA1225  NGVD 29 (??/??/92)  283.139  (m)          928.93   (f) ADJ UNCH    2 0
 LA1225
 LA1225.Superseded values are not recommended for survey control.
 LA1225
 LA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1225.See file dsdata.pdf to determine how the superseded data were derived.
 LA1225
 LA1225_MARKER: DB = BENCH MARK DISK
 LA1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1225_STAMPING: D 219 1947
 LA1225_MARK LOGO: CGS
 LA1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1225+STABILITY: SURFACE MOTION
 LA1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1225+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 LA1225
 LA1225  HISTORY     - Date     Condition        Report By
 LA1225  HISTORY     - 1947     MONUMENTED       CGS
 LA1225  HISTORY     - 20071029 GOOD             BFSINC
 LA1225
 LA1225                          STATION DESCRIPTION
 LA1225
 LA1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1225'4 MI NW FROM MUNCIE.
 LA1225'ABOUT 4.05 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1225'HOUSE AT MUNCIE, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 LA1225'56 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST
 LA1225'OF A FENCE CORNER POST, ABOUT 40 FEET NORTHEAST OF THE CROSSING
 LA1225'OF A POWER TRANSMISSION LINE, 21.5 FEET EAST OF TELEPHONE POLE
 LA1225'NO. U 3, 14 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 1
 LA1225'FOOT SOUTH OF THE FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 LA1225'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 LA1225'A CONCRETE POST PROJECTING 4 INCHES.
 LA1225
 LA1225                          STATION RECOVERY (2007)
 LA1225
 LA1225'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0615 ***********************************************************************
 MD0615  DESIGNATION -  D 22
 MD0615  PID         -  MD0615
 MD0615  STATE/COUNTY-  IN/STEUBEN
 MD0615  COUNTRY     -  US
 MD0615  USGS QUAD   -  ASHLEY (2019)
 MD0615
 MD0615                         *CURRENT SURVEY CONTROL
 MD0615  ______________________________________________________________________
 MD0615* NAD 83(1997) POSITION- 41 34 29.00986(N) 085 01 02.85296(W)   ADJUSTED
 MD0615* NAD 83(1997) ELLIP HT-   264.220 (meters)        (05/25/99)   ADJUSTED
 MD0615* NAVD 88 ORTHO HEIGHT -   297.455 (meters)      975.90  (feet) ADJUSTED
 MD0615  ______________________________________________________________________
 MD0615  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 MD0615  NAD 83(1997) X  -    415,038.109 (meters)                     COMP
 MD0615  NAD 83(1997) Y  - -4,760,614.812 (meters)                     COMP
 MD0615  NAD 83(1997) Z  -  4,210,559.796 (meters)                     COMP
 MD0615  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 MD0615  DYNAMIC HEIGHT  -        297.342 (meters)      975.53  (feet) COMP
 MD0615  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 MD0615
 MD0615  HORZ ORDER      -  THIRD
 MD0615  VERT ORDER      -  SECOND    CLASS 0
 MD0615  ELLP ORDER      -  FOURTH    CLASS I
 MD0615
 MD0615.The horizontal coordinates were established by GPS observations
 MD0615.and adjusted by the National Geodetic Survey in May 1999.
 MD0615
 MD0615.The orthometric height was determined by differential leveling and
 MD0615.adjusted by the NATIONAL GEODETIC SURVEY
 MD0615.in June 1991.
 MD0615
 MD0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0615.GEOID18 height accuracy estimate available here.
 MD0615
 MD0615.Click photographs - Photos may exist for this station.
 MD0615
 MD0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0615
 MD0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0615
 MD0615.The ellipsoidal height was determined by GPS observations
 MD0615.and is referenced to NAD 83.
 MD0615
 MD0615.The dynamic height is computed by dividing the NAVD 88
 MD0615.geopotential number by the normal gravity value computed on the
 MD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0615.degrees latitude (g = 980.6199 gals.).
 MD0615
 MD0615.The modeled gravity was interpolated from observed gravity values.
 MD0615
 MD0615. The following values were computed from the NAD 83(1997) position.
 MD0615
 MD0615;                    North         East     Units Scale Factor Converg.
 MD0615;SPC IN E     -   702,588.272   154,142.319   MT  1.00000273   +0 25 51.0
 MD0615;SPC IN E     - 2,305,075.02    505,715.26   sFT  1.00000273   +0 25 51.0
 MD0615;UTM  16      - 4,604,458.158   665,282.000   MT  0.99993619   +1 18 57.3
 MD0615
 MD0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0615!SPC IN E     -   0.99995856  x   1.00000273  =   0.99996129
 MD0615!UTM  16      -   0.99995856  x   0.99993619  =   0.99989475
 MD0615
 MD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6528204458(NAD 83)
 MD0615
 MD0615                          SUPERSEDED SURVEY CONTROL
 MD0615
 MD0615  NAD 83(1995)-  41 34 29.01053(N)    085 01 02.86093(W) AD(       ) 3
 MD0615  NAD 83(1994)-  41 34 29.01177(N)    085 01 02.86319(W) AD(       ) 3
 MD0615  NAD 83(1986)-  41 34 29.01195(N)    085 01 02.86357(W) AD(       ) 3
 MD0615  NAD 27      -  41 34 28.84665(N)    085 01 02.98241(W) AD(       ) 3
 MD0615  NGVD 29 (??/??/92)  297.598  (m)          976.37   (f) ADJ UNCH    2 0
 MD0615  NGVD 29 (02/23/89)  298.     (m)  RAPSU86  model used  GPS OBS        
 MD0615
 MD0615.Superseded values are not recommended for survey control.
 MD0615
 MD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0615.See file dsdata.pdf to determine how the superseded data were derived.
 MD0615
 MD0615_MARKER: DB = BENCH MARK DISK
 MD0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0615_STAMPING: D 22 1934
 MD0615_MARK LOGO: CGS
 MD0615_PROJECTION: FLUSH
 MD0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0615+STABILITY: SURFACE MOTION
 MD0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0615+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2018
 MD0615
 MD0615  HISTORY     - Date     Condition        Report By
 MD0615  HISTORY     - 1934     MONUMENTED       CGS
 MD0615  HISTORY     - 1960     GOOD             CGS
 MD0615  HISTORY     - 1976     GOOD             LOCENG
 MD0615  HISTORY     - 19880720 GOOD             NGS
 MD0615  HISTORY     - 20160425 GOOD             AESPS
 MD0615  HISTORY     - 20180228 GOOD             INDOT
 MD0615
 MD0615                          STATION DESCRIPTION
 MD0615
 MD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0615'0.2 MI W FROM PLEASANT LAKE.
 MD0615'ABOUT 0.15 MILE W OF THE HEART OF THE BUSINESS DISTRICT OF
 MD0615'PLEASANT LAKE, AT DEPOT OF NEW YORK CENTRAL RAILROAD, 87 FEET
 MD0615'N OF N END OF THE STATION BUILDING, 215-1/2 FEET S OF CENTER
 MD0615'LINE OF NO. 727 INDIANA HIGHWAY WHICH IS THE MAIN STREET OF THE
 MD0615'TOWN, 28.1 FEET ESE OF E RAIL OF THE MAIN LINE, 0.7 FOOT HIGHER
 MD0615'THAN TOP OF SAME, AND FLUSH WITH THE GROUND.
 MD0615
 MD0615                          STATION RECOVERY (1976)
 MD0615
 MD0615'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MD0615'RECOVERED IN GOOD CONDITION.
 MD0615
 MD0615                          STATION RECOVERY (1988)
 MD0615
 MD0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MD0615'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) NORTHEAST OF
 MD0615'KENDALLVILLE, 8.0 KM (4.95 MI) SOUTHWEST OF ANGOLA, 0.8 KM (0.50 MI)
 MD0615'EAST OF INTERSTATE HIGHWAY 69 AND ON HIGHWAY RIGHT-OF-WAY.
 MD0615'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 MD0615'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 MD0615'317-232-5533.
 MD0615'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANT LAKE, GO WEST
 MD0615'ON BELLEFOUNTAIN ROAD FOR 1.05 KM (0.65 MI) TO A RAILROAD CROSSING,
 MD0615'THE STEUBEN TOWNSHIP FIRE STATION, THE OLD RAILROAD STATION AND THE
 MD0615'MARK ON THE LEFT.
 MD0615'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 22 1934---,
 MD0615'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 67.36 M
 MD0615'(221.0 FT) SOUTH OF BELLEFOUNTAIN ROAD, 27.43 M (90.0 FT) NORTH OF
 MD0615'NORTH END OF OLD RAILROAD STATION, 5.43 M (17.8 FT) EAST OF EAST RAIL
 MD0615'OF TRACKS AND 0.73 M (2.4 FT) EAST FROM A WITNESS POST.
 MD0615'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD0615'DESCRIBED BY D.L. ADAMS.
 MD0615
 MD0615                          STATION RECOVERY (2016)
 MD0615
 MD0615'RECOVERY NOTE BY AARON E SPRINGER P.S. 2016 (AES)
 MD0615'RECOVERED AS DESCRIBED, BUT WITNESS POST MISSING
 MD0615
 MD0615                          STATION RECOVERY (2018)
 MD0615
 MD0615'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0615'THE MARK IS 87 FT (26.5 M) NORTH OF THE TRAIN STATION.
 MD0615'
 MD0615'TO REACH THE MARK GO 26 FT (7.9 M) EAST OF THE EAST RAIL AND 50 FT
 MD0615'(15.2 M) SOUTH-SOUTHEAST OF THE TRACK SPUR SIGNAL WITH A FLAG.
 MD0615'
 MD0615'NOTE-THE GENERAL LOCATION AND TO-REACH NARRATIVE ARE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1080 ***********************************************************************
 LA1080  DESIGNATION -  D 220
 LA1080  PID         -  LA1080
 LA1080  STATE/COUNTY-  IN/BLACKFORD
 LA1080  COUNTRY     -  US
 LA1080  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1080
 LA1080                         *CURRENT SURVEY CONTROL
 LA1080  ______________________________________________________________________
 LA1080* NAD 83(1986) POSITION- 40 26 59.     (N) 085 17 51.     (W)   SCALED
 LA1080* NAVD 88 ORTHO HEIGHT -   274.420 (meters)      900.33  (feet) ADJUSTED
 LA1080  ______________________________________________________________________
 LA1080  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 LA1080  DYNAMIC HEIGHT  -        274.280 (meters)      899.87  (feet) COMP
 LA1080  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LA1080
 LA1080  VERT ORDER      -  SECOND    CLASS 0
 LA1080
 LA1080.The horizontal coordinates were scaled from a map and have
 LA1080.an estimated accuracy of +/- 6 seconds.
 LA1080
 LA1080.The orthometric height was determined by differential leveling and
 LA1080.adjusted by the NATIONAL GEODETIC SURVEY
 LA1080.in June 1991.
 LA1080
 LA1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1080.GEOID18 height accuracy estimate available here.
 LA1080
 LA1080.Click photographs - Photos may exist for this station.
 LA1080
 LA1080.The dynamic height is computed by dividing the NAVD 88
 LA1080.geopotential number by the normal gravity value computed on the
 LA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1080.degrees latitude (g = 980.6199 gals.).
 LA1080
 LA1080.The modeled gravity was interpolated from observed gravity values.
 LA1080
 LA1080;                    North         East    Units  Estimated Accuracy
 LA1080;SPC IN E     -   577,520.      131,320.      MT  (+/- 180 meters Scaled)
 LA1080
 LA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK443790(NAD 83)
 LA1080
 LA1080                          SUPERSEDED SURVEY CONTROL
 LA1080
 LA1080  NGVD 29 (??/??/92)  274.554  (m)          900.77   (f) ADJ UNCH    2 0
 LA1080
 LA1080.Superseded values are not recommended for survey control.
 LA1080
 LA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1080.See file dsdata.pdf to determine how the superseded data were derived.
 LA1080
 LA1080_MARKER: DB = BENCH MARK DISK
 LA1080_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA1080_SP_SET: BOX CULVERT HEADWALL
 LA1080_STAMPING: D 220 1947
 LA1080_MARK LOGO: CGS
 LA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1080+STABILITY: SURFACE MOTION
 LA1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1080+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2014
 LA1080
 LA1080  HISTORY     - Date     Condition        Report By
 LA1080  HISTORY     - 1947     MONUMENTED       CGS
 LA1080  HISTORY     - 20140916 GOOD             INDNR
 LA1080  HISTORY     - 20141001 GOOD             USI
 LA1080
 LA1080                          STATION DESCRIPTION
 LA1080
 LA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1080'3.7 MI E FROM HARTFORD CITY.
 LA1080'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE COURT HOUSE
 LA1080'AT HARTFORD CITY, ABOUT 0.15 MILE WEST OF A GRAVEL CROSS ROAD,
 LA1080'SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 12 BY 4
 LA1080'FOOT CONCRETE BOX CULVERT OVER A DITCH, 21.5 FEET NORTH OF THE
 LA1080'CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE WEST END OF THE
 LA1080'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1080
 LA1080                          STATION RECOVERY (2014)
 LA1080
 LA1080'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (BC)
 LA1080'RECOVERED IN GOOD CONDITION.
 LA1080
 LA1080                          STATION RECOVERY (2014)
 LA1080
 LA1080'RECOVERY NOTE BY USI CONSULTANTS INC 2014 (DJB)
 LA1080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0664 ***********************************************************************
 LA0664  DESIGNATION -  D 221
 LA0664  PID         -  LA0664
 LA0664  STATE/COUNTY-  IN/ADAMS
 LA0664  COUNTRY     -  US
 LA0664  USGS QUAD   -  DECATUR (2019)
 LA0664
 LA0664                         *CURRENT SURVEY CONTROL
 LA0664  ______________________________________________________________________
 LA0664* NAD 83(1986) POSITION- 40 51 50.     (N) 084 56 41.     (W)   SCALED
 LA0664* NAVD 88 ORTHO HEIGHT -   240.175 (meters)      787.97  (feet) ADJUSTED
 LA0664  ______________________________________________________________________
 LA0664  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 LA0664  DYNAMIC HEIGHT  -        240.071 (meters)      787.63  (feet) COMP
 LA0664  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 LA0664
 LA0664  VERT ORDER      -  SECOND    CLASS 0
 LA0664
 LA0664.The horizontal coordinates were scaled from a map and have
 LA0664.an estimated accuracy of +/- 6 seconds.
 LA0664
 LA0664.The orthometric height was determined by differential leveling and
 LA0664.adjusted by the NATIONAL GEODETIC SURVEY
 LA0664.in June 1991.
 LA0664
 LA0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0664.GEOID18 height accuracy estimate available here.
 LA0664
 LA0664.Click photographs - Photos may exist for this station.
 LA0664
 LA0664.The dynamic height is computed by dividing the NAVD 88
 LA0664.geopotential number by the normal gravity value computed on the
 LA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0664.degrees latitude (g = 980.6199 gals.).
 LA0664
 LA0664.The modeled gravity was interpolated from observed gravity values.
 LA0664
 LA0664;                    North         East    Units  Estimated Accuracy
 LA0664;SPC IN E     -   623,690.      160,860.      MT  (+/- 180 meters Scaled)
 LA0664
 LA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL732256(NAD 83)
 LA0664
 LA0664                          SUPERSEDED SURVEY CONTROL
 LA0664
 LA0664  NGVD 29 (??/??/92)  240.328  (m)          788.48   (f) ADJ UNCH    2 0
 LA0664
 LA0664.Superseded values are not recommended for survey control.
 LA0664
 LA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0664.See file dsdata.pdf to determine how the superseded data were derived.
 LA0664
 LA0664_MARKER: DB = BENCH MARK DISK
 LA0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0664_SP_SET: ABUTMENT
 LA0664_STAMPING: D 221 1947
 LA0664_MARK LOGO: CGS
 LA0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0664
 LA0664  HISTORY     - Date     Condition        Report By
 LA0664  HISTORY     - 1947     MONUMENTED       CGS
 LA0664
 LA0664                          STATION DESCRIPTION
 LA0664
 LA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0664'2.8 MI N FROM DECATUR.
 LA0664'ABOUT 2.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0664'WITH THE ERIE RAILROAD AT DECATUR, ABOUT 1.2 MILES NORTH OF THE
 LA0664'BRIDGE OVER ST. MARYS RIVER, IN THE TOP OF THE NORTHEAST END
 LA0664'OF THE NORTHWEST ABUTMENT OF A 45-FOOT ARCH CONCRETE BRIDGE
 LA0664'OVER A CREEK, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0664'0.9 FOOT NORTHEAST OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH
 LA0664'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0852 ***********************************************************************
 LA0852  DESIGNATION -  D 222
 LA0852  PID         -  LA0852
 LA0852  STATE/COUNTY-  IN/ALLEN
 LA0852  COUNTRY     -  US
 LA0852  USGS QUAD   -  POE (2019)
 LA0852
 LA0852                         *CURRENT SURVEY CONTROL
 LA0852  ______________________________________________________________________
 LA0852* NAD 83(1986) POSITION- 40 55 56.     (N) 085 06 15.     (W)   SCALED
 LA0852* NAVD 88 ORTHO HEIGHT -   239.750 (meters)      786.58  (feet) ADJUSTED
 LA0852  ______________________________________________________________________
 LA0852  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 LA0852  DYNAMIC HEIGHT  -        239.646 (meters)      786.24  (feet) COMP
 LA0852  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 LA0852
 LA0852  VERT ORDER      -  SECOND    CLASS 0
 LA0852
 LA0852.The horizontal coordinates were scaled from a map and have
 LA0852.an estimated accuracy of +/- 6 seconds.
 LA0852
 LA0852.The orthometric height was determined by differential leveling and
 LA0852.adjusted by the NATIONAL GEODETIC SURVEY
 LA0852.in June 1991.
 LA0852
 LA0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0852.GEOID18 height accuracy estimate available here.
 LA0852
 LA0852.Click photographs - Photos may exist for this station.
 LA0852
 LA0852.The dynamic height is computed by dividing the NAVD 88
 LA0852.geopotential number by the normal gravity value computed on the
 LA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0852.degrees latitude (g = 980.6199 gals.).
 LA0852
 LA0852.The modeled gravity was interpolated from observed gravity values.
 LA0852
 LA0852;                    North         East    Units  Estimated Accuracy
 LA0852;SPC IN E     -   631,180.      147,370.      MT  (+/- 180 meters Scaled)
 LA0852
 LA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL596329(NAD 83)
 LA0852
 LA0852                          SUPERSEDED SURVEY CONTROL
 LA0852
 LA0852  NGVD 29 (??/??/92)  239.901  (m)          787.08   (f) ADJ UNCH    2 0
 LA0852
 LA0852.Superseded values are not recommended for survey control.
 LA0852
 LA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0852.See file dsdata.pdf to determine how the superseded data were derived.
 LA0852
 LA0852_MARKER: DB = BENCH MARK DISK
 LA0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0852_SP_SET: BRIDGE
 LA0852_STAMPING: D 222 1947
 LA0852_MARK LOGO: CGS
 LA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0852
 LA0852  HISTORY     - Date     Condition        Report By
 LA0852  HISTORY     - 1947     MONUMENTED       CGS
 LA0852  HISTORY     - 1968     GOOD             CGS
 LA0852  HISTORY     - 20230314 MARK NOT FOUND   ENG
 LA0852
 LA0852                          STATION DESCRIPTION
 LA0852
 LA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0852'1 MI SW FROM POE.
 LA0852'ABOUT 1.05 MILES SOUTHWEST AND WEST ALONG A BLACKTOP ROAD LEADING
 LA0852'TO YODER, FROM THE M.E. CHURCH AT POE, 0.3 MILE EAST OF A
 LA0852'CROSSROAD, IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST
 LA0852'CONCRETE WINGWALL OF A 24 FT. STEEL BRIDGE ACROSS A CREEK, 13 FT.
 LA0852'NORTH OF AND ABOUT 1.5 FT. BELOW THE C/L OF THE ROAD.
 LA0852
 LA0852                          STATION RECOVERY (2023)
 LA0852
 LA0852'RECOVERY NOTE BY ENGINEERING, INC 2023 (JM)
 LA0852'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0715 ***********************************************************************
 LA0715  DESIGNATION -  D 223
 LA0715  PID         -  LA0715
 LA0715  STATE/COUNTY-  IN/ALLEN
 LA0715  COUNTRY     -  US
 LA0715  USGS QUAD   -  HOAGLAND (2019)
 LA0715
 LA0715                         *CURRENT SURVEY CONTROL
 LA0715  ______________________________________________________________________
 LA0715* NAD 83(1986) POSITION- 40 59 28.     (N) 084 54 41.     (W)   SCALED
 LA0715* NAVD 88 ORTHO HEIGHT -   241.008 (meters)      790.71  (feet) ADJUSTED
 LA0715  ______________________________________________________________________
 LA0715  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 LA0715  DYNAMIC HEIGHT  -        240.907 (meters)      790.38  (feet) COMP
 LA0715  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 LA0715
 LA0715  VERT ORDER      -  SECOND    CLASS 0
 LA0715
 LA0715.The horizontal coordinates were scaled from a map and have
 LA0715.an estimated accuracy of +/- 6 seconds.
 LA0715
 LA0715.The orthometric height was determined by differential leveling and
 LA0715.adjusted by the NATIONAL GEODETIC SURVEY
 LA0715.in June 1991.
 LA0715
 LA0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0715.GEOID18 height accuracy estimate available here.
 LA0715
 LA0715.Click photographs - Photos may exist for this station.
 LA0715
 LA0715.The dynamic height is computed by dividing the NAVD 88
 LA0715.geopotential number by the normal gravity value computed on the
 LA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0715.degrees latitude (g = 980.6199 gals.).
 LA0715
 LA0715.The modeled gravity was interpolated from observed gravity values.
 LA0715
 LA0715;                    North         East    Units  Estimated Accuracy
 LA0715;SPC IN E     -   637,850.      163,550.      MT  (+/- 180 meters Scaled)
 LA0715
 LA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL756398(NAD 83)
 LA0715
 LA0715                          SUPERSEDED SURVEY CONTROL
 LA0715
 LA0715  NGVD 29 (??/??/92)  241.164  (m)          791.22   (f) ADJ UNCH    2 0
 LA0715
 LA0715.Superseded values are not recommended for survey control.
 LA0715
 LA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0715.See file dsdata.pdf to determine how the superseded data were derived.
 LA0715
 LA0715_MARKER: DB = BENCH MARK DISK
 LA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0715_STAMPING: D 223 1947
 LA0715_MARK LOGO: CGS
 LA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0715+STABILITY: SURFACE MOTION
 LA0715
 LA0715  HISTORY     - Date     Condition        Report By
 LA0715  HISTORY     - 1947     MONUMENTED       CGS
 LA0715
 LA0715                          STATION DESCRIPTION
 LA0715
 LA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0715'2.4 MI NW FROM MONROEVILLE.
 LA0715'ABOUT 2.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 LA0715'THE STATION AT MONROEVILLE, AT A GRAVEL ROAD CROSSING, 29.8 FEET
 LA0715'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 28 FEET
 LA0715'EAST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH-SOUTHEAST OF A
 LA0715'TELEPHONE POLE, 12 FEET EAST OF POWER POLE NO. 11204, 1 FOOT
 LA0715'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A WHITE
 LA0715'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 LA0715'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0622 ***********************************************************************
 LA0622  DESIGNATION -  D 224
 LA0622  PID         -  LA0622
 LA0622  STATE/COUNTY-  IN/ADAMS
 LA0622  COUNTRY     -  US
 LA0622  USGS QUAD   -  DECATUR (2019)
 LA0622
 LA0622                         *CURRENT SURVEY CONTROL
 LA0622  ______________________________________________________________________
 LA0622* NAD 83(1986) POSITION- 40 48 17.     (N) 084 56 14.     (W)   SCALED
 LA0622* NAVD 88 ORTHO HEIGHT -   243.325 (meters)      798.31  (feet) ADJUSTED
 LA0622  ______________________________________________________________________
 LA0622  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 LA0622  DYNAMIC HEIGHT  -        243.216 (meters)      797.95  (feet) COMP
 LA0622  MODELED GRAVITY -    980,171.6   (mgal)                       NAVD 88
 LA0622
 LA0622  VERT ORDER      -  SECOND    CLASS 0
 LA0622
 LA0622.The horizontal coordinates were scaled from a map and have
 LA0622.an estimated accuracy of +/- 6 seconds.
 LA0622
 LA0622.The orthometric height was determined by differential leveling and
 LA0622.adjusted by the NATIONAL GEODETIC SURVEY
 LA0622.in June 1991.
 LA0622
 LA0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0622.GEOID18 height accuracy estimate available here.
 LA0622
 LA0622.Click photographs - Photos may exist for this station.
 LA0622
 LA0622.The dynamic height is computed by dividing the NAVD 88
 LA0622.geopotential number by the normal gravity value computed on the
 LA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0622.degrees latitude (g = 980.6199 gals.).
 LA0622
 LA0622.The modeled gravity was interpolated from observed gravity values.
 LA0622
 LA0622;                    North         East    Units  Estimated Accuracy
 LA0622;SPC IN E     -   617,130.      161,550.      MT  (+/- 180 meters Scaled)
 LA0622
 LA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL739191(NAD 83)
 LA0622
 LA0622                          SUPERSEDED SURVEY CONTROL
 LA0622
 LA0622  NGVD 29 (??/??/92)  243.477  (m)          798.81   (f) ADJ UNCH    2 0
 LA0622
 LA0622.Superseded values are not recommended for survey control.
 LA0622
 LA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0622.See file dsdata.pdf to determine how the superseded data were derived.
 LA0622
 LA0622_MARKER: DB = BENCH MARK DISK
 LA0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0622_SP_SET: ABUTMENT
 LA0622_STAMPING: D 224 1947
 LA0622_MARK LOGO: CGS
 LA0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0622
 LA0622  HISTORY     - Date     Condition        Report By
 LA0622  HISTORY     - 1947     MONUMENTED       CGS
 LA0622  HISTORY     - 1974     GOOD             BRADY
 LA0622
 LA0622                          STATION DESCRIPTION
 LA0622
 LA0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0622'1.5 MI S FROM DECATUR.
 LA0622'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS CROSSING WITH
 LA0622'THE ERIE RAILROAD AT DECATUR, ABOUT 0.15 MILE NORTH OF THE JUNCTION
 LA0622'OF A ROAD LEADING WEST, IN THE TOP OF THE WEST END OF THE SOUTH
 LA0622'ABUTMENT OF A 28-FOOT CONCRETE BRIDGE, 20.5 FEET WEST OF THE
 LA0622'CENTER LINE OF THE HIGHWAY, 0.8 FOOT WEST OF THE CONCRETE RAIL
 LA0622'FOOTING, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LA0622
 LA0622                          STATION RECOVERY (1974)
 LA0622
 LA0622'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0823 ***********************************************************************
 LA0823  DESIGNATION -  D 225
 LA0823  PID         -  LA0823
 LA0823  STATE/COUNTY-  IN/JAY
 LA0823  COUNTRY     -  US
 LA0823  USGS QUAD   -  PETROLEUM (2019)
 LA0823
 LA0823                         *CURRENT SURVEY CONTROL
 LA0823  ______________________________________________________________________
 LA0823* NAD 83(1986) POSITION- 40 30 32.     (N) 085 08 56.     (W)   SCALED
 LA0823* NAVD 88 ORTHO HEIGHT -   268.815 (meters)      881.94  (feet) ADJUSTED
 LA0823  ______________________________________________________________________
 LA0823  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LA0823  DYNAMIC HEIGHT  -        268.680 (meters)      881.49  (feet) COMP
 LA0823  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 LA0823
 LA0823  VERT ORDER      -  SECOND    CLASS 0
 LA0823
 LA0823.The horizontal coordinates were scaled from a map and have
 LA0823.an estimated accuracy of +/- 6 seconds.
 LA0823
 LA0823.The orthometric height was determined by differential leveling and
 LA0823.adjusted by the NATIONAL GEODETIC SURVEY
 LA0823.in June 1991.
 LA0823
 LA0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0823.GEOID18 height accuracy estimate available here.
 LA0823
 LA0823.Click photographs - Photos may exist for this station.
 LA0823
 LA0823.The dynamic height is computed by dividing the NAVD 88
 LA0823.geopotential number by the normal gravity value computed on the
 LA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0823.degrees latitude (g = 980.6199 gals.).
 LA0823
 LA0823.The modeled gravity was interpolated from observed gravity values.
 LA0823
 LA0823;                    North         East    Units  Estimated Accuracy
 LA0823;SPC IN E     -   584,150.      143,880.      MT  (+/- 180 meters Scaled)
 LA0823
 LA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK568858(NAD 83)
 LA0823
 LA0823                          SUPERSEDED SURVEY CONTROL
 LA0823
 LA0823  NGVD 29 (??/??/92)  268.957  (m)          882.40   (f) ADJ UNCH    2 0
 LA0823
 LA0823.Superseded values are not recommended for survey control.
 LA0823
 LA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0823.See file dsdata.pdf to determine how the superseded data were derived.
 LA0823
 LA0823_MARKER: DB = BENCH MARK DISK
 LA0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0823_STAMPING: D 225 1947
 LA0823_MARK LOGO: CGS
 LA0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0823+STABILITY: SURFACE MOTION
 LA0823
 LA0823  HISTORY     - Date     Condition        Report By
 LA0823  HISTORY     - 1947     MONUMENTED       CGS
 LA0823
 LA0823                          STATION DESCRIPTION
 LA0823
 LA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0823'1.2 MI N FROM PENNVILLE.
 LA0823'1.15 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0823'PENNVILLE, 0.5 MILE NORTH OF THE NORTH PENNVILLE CITY LIMIT
 LA0823'SIGN, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 72.5 FEET
 LA0823'WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 LA0823'CENTER LINE OF THE ROAD WEST, 38 FEET WEST OF A FENCE CORNER,
 LA0823'4.5 FEET WEST OF POWER POLE NO. JA 13-123, 1 FOOT SOUTH OF THE
 LA0823'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET
 LA0823'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0644 ***********************************************************************
 LA0644  DESIGNATION -  D 226
 LA0644  PID         -  LA0644
 LA0644  STATE/COUNTY-  IN/ADAMS
 LA0644  COUNTRY     -  US
 LA0644  USGS QUAD   -  GENEVA (2019)
 LA0644
 LA0644                         *CURRENT SURVEY CONTROL
 LA0644  ______________________________________________________________________
 LA0644* NAD 83(1986) POSITION- 40 35 00.     (N) 084 57 37.     (W)   SCALED
 LA0644* NAVD 88 ORTHO HEIGHT -   253.859 (meters)      832.87  (feet) ADJUSTED
 LA0644  ______________________________________________________________________
 LA0644  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA0644  DYNAMIC HEIGHT  -        253.738 (meters)      832.47  (feet) COMP
 LA0644  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LA0644
 LA0644  VERT ORDER      -  SECOND    CLASS 0
 LA0644
 LA0644.The horizontal coordinates were scaled from a map and have
 LA0644.an estimated accuracy of +/- 6 seconds.
 LA0644
 LA0644.The orthometric height was determined by differential leveling and
 LA0644.adjusted by the NATIONAL GEODETIC SURVEY
 LA0644.in June 1991.
 LA0644
 LA0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0644.GEOID18 height accuracy estimate available here.
 LA0644
 LA0644.Click photographs - Photos may exist for this station.
 LA0644
 LA0644.The dynamic height is computed by dividing the NAVD 88
 LA0644.geopotential number by the normal gravity value computed on the
 LA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0644.degrees latitude (g = 980.6199 gals.).
 LA0644
 LA0644.The modeled gravity was interpolated from observed gravity values.
 LA0644
 LA0644;                    North         East    Units  Estimated Accuracy
 LA0644;SPC IN E     -   592,530.      159,800.      MT  (+/- 180 meters Scaled)
 LA0644
 LA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726945(NAD 83)
 LA0644
 LA0644                          SUPERSEDED SURVEY CONTROL
 LA0644
 LA0644  NGVD 29 (??/??/92)  254.011  (m)          833.37   (f) ADJ UNCH    2 0
 LA0644
 LA0644.Superseded values are not recommended for survey control.
 LA0644
 LA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0644.See file dsdata.pdf to determine how the superseded data were derived.
 LA0644
 LA0644_MARKER: DB = BENCH MARK DISK
 LA0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0644_SP_SET: ABUTMENT
 LA0644_STAMPING: D 226 1947
 LA0644_MARK LOGO: CGS
 LA0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0644
 LA0644  HISTORY     - Date     Condition        Report By
 LA0644  HISTORY     - 1947     MONUMENTED       CGS
 LA0644
 LA0644                          STATION DESCRIPTION
 LA0644
 LA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0644'0.6 MI S FROM GENEVA.
 LA0644'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0644'OF STATE HIGHWAY 116 AT GENEVA, AT THE SOUTH EDGE OF TOWN,
 LA0644'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A 100-FOOT
 LA0644'STEEL BRIDGE OVER LOBLALLY CREEK, 13.5 FEET EAST OF THE CENTER
 LA0644'LINE OF THE HIGHWAY, 2 FEET EAST OF THE STEEL BEAM, AND ABOUT
 LA0644'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0544 ***********************************************************************
 LA0544  DESIGNATION -  D 227
 LA0544  PID         -  LA0544
 LA0544  STATE/COUNTY-  IN/JAY
 LA0544  COUNTRY     -  US
 LA0544  USGS QUAD   -  NEW CORYDON (2019)
 LA0544
 LA0544                         *CURRENT SURVEY CONTROL
 LA0544  ______________________________________________________________________
 LA0544* NAD 83(1986) POSITION- 40 32 33.     (N) 084 48 38.     (W)   SCALED
 LA0544* NAVD 88 ORTHO HEIGHT -   264.561 (meters)      867.98  (feet) ADJUSTED
 LA0544  ______________________________________________________________________
 LA0544  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 LA0544  DYNAMIC HEIGHT  -        264.434 (meters)      867.56  (feet) COMP
 LA0544  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 LA0544
 LA0544  VERT ORDER      -  SECOND    CLASS 0
 LA0544
 LA0544.The horizontal coordinates were scaled from a map and have
 LA0544.an estimated accuracy of +/- 6 seconds.
 LA0544
 LA0544.The orthometric height was determined by differential leveling and
 LA0544.adjusted by the NATIONAL GEODETIC SURVEY
 LA0544.in June 1991.
 LA0544
 LA0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0544.GEOID18 height accuracy estimate available here.
 LA0544
 LA0544.Click photographs - Photos may exist for this station.
 LA0544
 LA0544.The dynamic height is computed by dividing the NAVD 88
 LA0544.geopotential number by the normal gravity value computed on the
 LA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0544.degrees latitude (g = 980.6199 gals.).
 LA0544
 LA0544.The modeled gravity was interpolated from observed gravity values.
 LA0544
 LA0544;                    North         East    Units  Estimated Accuracy
 LA0544;SPC IN E     -   588,110.      172,520.      MT  (+/- 180 meters Scaled)
 LA0544
 LA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK854902(NAD 83)
 LA0544
 LA0544                          SUPERSEDED SURVEY CONTROL
 LA0544
 LA0544  NGVD 29 (??/??/92)  264.715  (m)          868.49   (f) ADJ UNCH    2 0
 LA0544
 LA0544.Superseded values are not recommended for survey control.
 LA0544
 LA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0544.See file dsdata.pdf to determine how the superseded data were derived.
 LA0544
 LA0544_MARKER: DB = BENCH MARK DISK
 LA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0544_STAMPING: D 227 1947
 LA0544_MARK LOGO: CGS
 LA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0544+STABILITY: SURFACE MOTION
 LA0544
 LA0544  HISTORY     - Date     Condition        Report By
 LA0544  HISTORY     - 1947     MONUMENTED       CGS
 LA0544
 LA0544                          STATION DESCRIPTION
 LA0544
 LA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0544'1.6 MI E FROM TRINITY.
 LA0544'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0544'CHURCH AT TRINITY, ABOUT 0.45 MILE WEST OF THE INDIANA-OHIO
 LA0544'STATE LINE, ABOUT 3.1 MILES WEST OF THE CROSSROADS AT WABASH,
 LA0544'OHIO - MERCER COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST AND
 LA0544'AT A CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING NORTHEAST AND
 LA0544'WEST, 39 FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE
 LA0544'HIGHWAY AND THE PROLONGED CENTER LINE OF THE ROAD EAST, 1.3
 LA0544'FEET NORTH OF THE FENCE LINE, 28.5 FEET WEST OF A FENCE CORNER,
 LA0544'198 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF
 LA0544'A PIPE CULVERT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0544'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0544'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0545 ***********************************************************************
 LA0545  DESIGNATION -  D 227 RESET
 LA0545  PID         -  LA0545
 LA0545  STATE/COUNTY-  IN/JAY
 LA0545  COUNTRY     -  US
 LA0545  USGS QUAD   -  NEW CORYDON (2019)
 LA0545
 LA0545                         *CURRENT SURVEY CONTROL
 LA0545  ______________________________________________________________________
 LA0545* NAD 83(1986) POSITION- 40 32 33.     (N) 084 48 38.     (W)   SCALED
 LA0545* NAVD 88 ORTHO HEIGHT -   264.63  (meters)      868.2   (feet) RESET
 LA0545  ______________________________________________________________________
 LA0545  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 LA0545  VERT ORDER      -  THIRD
 LA0545
 LA0545.The horizontal coordinates were scaled from a map and have
 LA0545.an estimated accuracy of +/- 6 seconds.
 LA0545
 LA0545.The orthometric height was computed from unverified reset data.
 LA0545
 LA0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0545.GEOID18 height accuracy estimate available here.
 LA0545
 LA0545.Click photographs - Photos may exist for this station.
 LA0545
 LA0545;                    North         East    Units  Estimated Accuracy
 LA0545;SPC IN E     -   588,110.      172,520.      MT  (+/- 180 meters Scaled)
 LA0545
 LA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK854902(NAD 83)
 LA0545
 LA0545                          SUPERSEDED SURVEY CONTROL
 LA0545
 LA0545  NGVD 29 (??/??/??)  264.78   (m)          868.7    (f) RESET       3  
 LA0545
 LA0545.Superseded values are not recommended for survey control.
 LA0545
 LA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0545.See file dsdata.pdf to determine how the superseded data were derived.
 LA0545
 LA0545_MARKER: DB = BENCH MARK DISK
 LA0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0545_STAMPING: D 227 1947 RESET 1962
 LA0545_MARK LOGO: CGS
 LA0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0545+STABILITY: SURFACE MOTION
 LA0545
 LA0545  HISTORY     - Date     Condition        Report By
 LA0545  HISTORY     - 1962     MONUMENTED       CGS
 LA0545  HISTORY     - 20050811 MARK NOT FOUND   BFSINC
 LA0545
 LA0545                          STATION DESCRIPTION
 LA0545
 LA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA0545'1.6 MI E FROM TRINITY.
 LA0545'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0545'CHURCH AT TRINITY, ABOUT 0.45 MILE WEST OF THE INDIANA-OHIO
 LA0545'STATE LINE, AT A POINT WHERE THE HIGHWAY CURVES FROM EAST TO
 LA0545'NORTHEAST, 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 67, 1 FOOT
 LA0545'WEST OF A WIRE FENCE, 1 FOOT NORTHWEST OF A 6 INCH OAK TREE
 LA0545'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 LA0545
 LA0545                          STATION RECOVERY (2005)
 LA0545
 LA0545'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA0545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0439 ***********************************************************************
 LA0439  DESIGNATION -  D 228
 LA0439  PID         -  LA0439
 LA0439  STATE/COUNTY-  IN/RANDOLPH
 LA0439  COUNTRY     -  US
 LA0439  USGS QUAD   -  UNION CITY (2019)
 LA0439
 LA0439                         *CURRENT SURVEY CONTROL
 LA0439  ______________________________________________________________________
 LA0439* NAD 83(1986) POSITION- 40 09 57.     (N) 084 49 34.     (W)   SCALED
 LA0439* NAVD 88 ORTHO HEIGHT -   342.596 (meters)     1124.00  (feet) ADJUSTED
 LA0439  ______________________________________________________________________
 LA0439  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 LA0439  DYNAMIC HEIGHT  -        342.412 (meters)     1123.40  (feet) COMP
 LA0439  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 LA0439
 LA0439  VERT ORDER      -  SECOND    CLASS 0
 LA0439
 LA0439.The horizontal coordinates were scaled from a map and have
 LA0439.an estimated accuracy of +/- 6 seconds.
 LA0439
 LA0439.The orthometric height was determined by differential leveling and
 LA0439.adjusted by the NATIONAL GEODETIC SURVEY
 LA0439.in June 1991.
 LA0439
 LA0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0439.GEOID18 height accuracy estimate available here.
 LA0439
 LA0439.Click photographs - Photos may exist for this station.
 LA0439
 LA0439.The dynamic height is computed by dividing the NAVD 88
 LA0439.geopotential number by the normal gravity value computed on the
 LA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0439.degrees latitude (g = 980.6199 gals.).
 LA0439
 LA0439.The modeled gravity was interpolated from observed gravity values.
 LA0439
 LA0439;                    North         East    Units  Estimated Accuracy
 LA0439;SPC IN E     -   546,270.      171,600.      MT  (+/- 180 meters Scaled)
 LA0439
 LA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851484(NAD 83)
 LA0439
 LA0439                          SUPERSEDED SURVEY CONTROL
 LA0439
 LA0439  NGVD 29 (??/??/92)  342.740  (m)         1124.47   (f) ADJ UNCH    2 0
 LA0439
 LA0439.Superseded values are not recommended for survey control.
 LA0439
 LA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0439.See file dsdata.pdf to determine how the superseded data were derived.
 LA0439
 LA0439_MARKER: DB = BENCH MARK DISK
 LA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0439_STAMPING: D 228 1947
 LA0439_MARK LOGO: CGS
 LA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0439+STABILITY: SURFACE MOTION
 LA0439
 LA0439  HISTORY     - Date     Condition        Report By
 LA0439  HISTORY     - 1947     MONUMENTED       CGS
 LA0439
 LA0439                          STATION DESCRIPTION
 LA0439
 LA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0439'3 MI S FROM UNION CITY.
 LA0439'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE PENNSYLVANIA
 LA0439'RAILROAD STATION AT UNION CITY, ABOUT 1.0 MILE SOUTH OF THE
 LA0439'JUNCTION OF STATE HIGHWAY 32 WEST, AT THE JUNCTION OF A ROAD
 LA0439'LEADING WEST, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0439'15 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 38 FEET WEST
 LA0439'OF A FENCE CORNER, 50 FEET NORTHWEST AND ACROSS THE ROAD WEST
 LA0439'FROM A CONCRETE FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE,
 LA0439'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0439'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0413 ***********************************************************************
 LA0413  DESIGNATION -  D 229
 LA0413  PID         -  LA0413
 LA0413  STATE/COUNTY-  IN/RANDOLPH
 LA0413  COUNTRY     -  US
 LA0413  USGS QUAD   -  LYNN (2019)
 LA0413
 LA0413                         *CURRENT SURVEY CONTROL
 LA0413  ______________________________________________________________________
 LA0413* NAD 83(1986) POSITION- 40 07 16.19   (N) 084 59 15.95   (W)   HD_HELD1
 LA0413* NAVD 88 ORTHO HEIGHT -   355.133 (meters)     1165.13  (feet) ADJUSTED
 LA0413  ______________________________________________________________________
 LA0413  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 LA0413  DYNAMIC HEIGHT  -        354.935 (meters)     1164.48  (feet) COMP
 LA0413  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 LA0413
 LA0413  VERT ORDER      -  SECOND    CLASS 0
 LA0413
 LA0413.The horizontal coordinates were determined by differentially corrected
 LA0413.hand held GPS observations or other comparable positioning techniques
 LA0413.and have an estimated accuracy of +/- 3 meters.
 LA0413
 LA0413.The orthometric height was determined by differential leveling and
 LA0413.adjusted by the NATIONAL GEODETIC SURVEY
 LA0413.in June 1991.
 LA0413
 LA0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0413.GEOID18 height accuracy estimate available here.
 LA0413
 LA0413.Click photographs - Photos may exist for this station.
 LA0413
 LA0413.The dynamic height is computed by dividing the NAVD 88
 LA0413.geopotential number by the normal gravity value computed on the
 LA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0413.degrees latitude (g = 980.6199 gals.).
 LA0413
 LA0413.The modeled gravity was interpolated from observed gravity values.
 LA0413
 LA0413;                    North         East    Units  Estimated Accuracy
 LA0413;SPC IN E     -   541,191.7     157,869.8     MT  (+/- 3 meters HH1 GPS) 
 LA0413
 LA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7146543146(NAD 83)
 LA0413
 LA0413                          SUPERSEDED SURVEY CONTROL
 LA0413
 LA0413  NGVD 29 (??/??/92)  355.265  (m)         1165.57   (f) ADJ UNCH    2 0
 LA0413
 LA0413.Superseded values are not recommended for survey control.
 LA0413
 LA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0413.See file dsdata.pdf to determine how the superseded data were derived.
 LA0413
 LA0413_MARKER: DB = BENCH MARK DISK
 LA0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0413_STAMPING: D 229 1947
 LA0413_MARK LOGO: CGS
 LA0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0413+STABILITY: SURFACE MOTION
 LA0413
 LA0413  HISTORY     - Date     Condition        Report By
 LA0413  HISTORY     - 1947     MONUMENTED       CGS
 LA0413
 LA0413                          STATION DESCRIPTION
 LA0413
 LA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0413'3.7 MI S FROM WINCHESTER.
 LA0413'ABOUT 1.15 MILES SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0413'MERIDIAN STREET - PROLONGED), FROM THE SOUTHWEST CORNER OF THE
 LA0413'COURT HOUSE SQUARE AT WINCHESTER, THENCE ABOUT 2.2 MILES SOUTH
 LA0413'ALONG A BLACK TOP ROAD LEADING TO BLOOMINGPORT, AT A CROSS ROAD,
 LA0413'31 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF THE
 LA0413'CENTER LINE OF THE CROSS ROAD, 9 FEET WEST OF A FENCE CORNER, 2
 LA0413'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0413'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0793 ***********************************************************************
 LA0793  DESIGNATION -  D 23
 LA0793  PID         -  LA0793
 LA0793  STATE/COUNTY-  IN/ALLEN
 LA0793  COUNTRY     -  US
 LA0793  USGS QUAD   -  OSSIAN (2019)
 LA0793
 LA0793                         *CURRENT SURVEY CONTROL
 LA0793  ______________________________________________________________________
 LA0793* NAD 83(1986) POSITION- 40 56 18.     (N) 085 10 02.     (W)   SCALED
 LA0793* NAVD 88 ORTHO HEIGHT -   244.415 (meters)      801.88  (feet) ADJUSTED
 LA0793  ______________________________________________________________________
 LA0793  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 LA0793  DYNAMIC HEIGHT  -        244.308 (meters)      801.53  (feet) COMP
 LA0793  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 LA0793
 LA0793  VERT ORDER      -  SECOND    CLASS 0
 LA0793
 LA0793.The horizontal coordinates were scaled from a map and have
 LA0793.an estimated accuracy of +/- 6 seconds.
 LA0793
 LA0793.The orthometric height was determined by differential leveling and
 LA0793.adjusted by the NATIONAL GEODETIC SURVEY
 LA0793.in June 1991.
 LA0793
 LA0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0793.GEOID18 height accuracy estimate available here.
 LA0793
 LA0793.Click photographs - Photos may exist for this station.
 LA0793
 LA0793.The dynamic height is computed by dividing the NAVD 88
 LA0793.geopotential number by the normal gravity value computed on the
 LA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0793.degrees latitude (g = 980.6199 gals.).
 LA0793
 LA0793.The modeled gravity was interpolated from observed gravity values.
 LA0793
 LA0793;                    North         East    Units  Estimated Accuracy
 LA0793;SPC IN E     -   631,830.      142,060.      MT  (+/- 180 meters Scaled)
 LA0793
 LA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542335(NAD 83)
 LA0793
 LA0793                          SUPERSEDED SURVEY CONTROL
 LA0793
 LA0793  NGVD 29 (??/??/92)  244.564  (m)          802.37   (f) ADJ UNCH    2 0
 LA0793
 LA0793.Superseded values are not recommended for survey control.
 LA0793
 LA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0793.See file dsdata.pdf to determine how the superseded data were derived.
 LA0793
 LA0793_MARKER: DB = BENCH MARK DISK
 LA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0793_STAMPING: D 23 1934
 LA0793_MARK LOGO: CGS
 LA0793_PROJECTION: PROJECTING 40 CENTIMETERS
 LA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0793+STABILITY: SURFACE MOTION
 LA0793
 LA0793  HISTORY     - Date     Condition        Report By
 LA0793  HISTORY     - 1934     MONUMENTED       CGS
 LA0793  HISTORY     - 1968     GOOD             CGS
 LA0793
 LA0793                          STATION DESCRIPTION
 LA0793
 LA0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0793'4 MI N FROM OSSIAN.
 LA0793'ABOUT 4.0 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN,
 LA0793'0.15 MILES SOUTH OF A WHITE TWO STORY FARM HOUSE ON THE EAST SIDE
 LA0793'OF THE HIGHWAY 42.5 FT. EAST OF THE C/L OF THE HIGHWAY, 46.6
 LA0793'FT. NORTH OF A DOUBLE TELEPHONE POLE 2450-1 AND 2450-2, 4.5
 LA0793'FT. SOUTH OF A FENCE CORNER, 11 FT. NORTH OF A FIELD ENTRANCE
 LA0793'LEADING EAST, 9 FT. EAST OF THE EAST END OF THE NORTH CONCRETE
 LA0793'HEADWALL OF A 1 FT. PIPE CULVERT UNDER THE FIELD ENTRANCE,
 LA0793'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0793'POST PROJECTING 1.3 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1164 ***********************************************************************
 JZ1164  DESIGNATION -  D 230
 JZ1164  PID         -  JZ1164
 JZ1164  STATE/COUNTY-  IN/WAYNE
 JZ1164  COUNTRY     -  US
 JZ1164  USGS QUAD   -  WHITEWATER (2019)
 JZ1164
 JZ1164                         *CURRENT SURVEY CONTROL
 JZ1164  ______________________________________________________________________
 JZ1164* NAD 83(1986) POSITION- 39 56 48.7    (N) 084 50 57.7    (W)   HD_HELD2
 JZ1164* NAVD 88 ORTHO HEIGHT -   349.337 (meters)     1146.12  (feet) ADJUSTED
 JZ1164  ______________________________________________________________________
 JZ1164  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 JZ1164  DYNAMIC HEIGHT  -        349.135 (meters)     1145.45  (feet) COMP
 JZ1164  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 JZ1164
 JZ1164  VERT ORDER      -  SECOND    CLASS 0
 JZ1164
 JZ1164.The horizontal coordinates were established by autonomous hand held GPS
 JZ1164.observations and have an estimated accuracy of +/- 10 meters.
 JZ1164
 JZ1164.The orthometric height was determined by differential leveling and
 JZ1164.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1164.in June 1991.
 JZ1164
 JZ1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1164.GEOID18 height accuracy estimate available here.
 JZ1164
 JZ1164.Click photographs - Photos may exist for this station.
 JZ1164
 JZ1164.The dynamic height is computed by dividing the NAVD 88
 JZ1164.geopotential number by the normal gravity value computed on the
 JZ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1164.degrees latitude (g = 980.6199 gals.).
 JZ1164
 JZ1164.The modeled gravity was interpolated from observed gravity values.
 JZ1164
 JZ1164;                    North         East    Units  Estimated Accuracy
 JZ1164;SPC IN E     -   521,937.      169,845.      MT  (+/- 10 meters HH2 GPS)
 JZ1164
 JZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8372724073(NAD 83)
 JZ1164
 JZ1164                          SUPERSEDED SURVEY CONTROL
 JZ1164
 JZ1164  NGVD 29 (??/??/92)  349.474  (m)         1146.57   (f) ADJ UNCH    2 0
 JZ1164
 JZ1164.Superseded values are not recommended for survey control.
 JZ1164
 JZ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1164.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1164
 JZ1164_MARKER: DB = BENCH MARK DISK
 JZ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1164_STAMPING: D 230 1947
 JZ1164_MARK LOGO: CGS
 JZ1164_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1164+STABILITY: SURFACE MOTION
 JZ1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1164+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1164
 JZ1164  HISTORY     - Date     Condition        Report By
 JZ1164  HISTORY     - 1947     MONUMENTED       CGS
 JZ1164  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1164
 JZ1164                          STATION DESCRIPTION
 JZ1164
 JZ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1164'1 MI W FROM WHITEWATER.
 JZ1164'1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSS ROADS AT
 JZ1164'WHITE WATER, AT THE JUNCTION OF A ROAD LEADING NORTH, 23 FEET
 JZ1164'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF THE
 JZ1164'PROLONGED CENTER LINE OF THE ROAD NORTH, 1 FOOT NORTH OF THE
 JZ1164'FENCE LINE, 20 FEET EAST OF THE FENCE CORNER, 7 FEET EAST OF A
 JZ1164'TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1164'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1164'PROJECTING 4 INCHES.
 JZ1164
 JZ1164                          STATION RECOVERY (2003)
 JZ1164
 JZ1164'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1164'2 FEET EAST OF GTE CABLE MARKER 30400-325
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1096 ***********************************************************************
 LA1096  DESIGNATION -  D 231
 LA1096  PID         -  LA1096
 LA1096  STATE/COUNTY-  IN/JAY
 LA1096  COUNTRY     -  US
 LA1096  USGS QUAD   -  BLAINE (2019)
 LA1096
 LA1096                         *CURRENT SURVEY CONTROL
 LA1096  ______________________________________________________________________
 LA1096* NAD 83(1986) POSITION- 40 23 19.     (N) 085 01 44.     (W)   SCALED
 LA1096* NAVD 88 ORTHO HEIGHT -   288.960 (meters)      948.03  (feet) ADJUSTED
 LA1096  ______________________________________________________________________
 LA1096  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 LA1096  DYNAMIC HEIGHT  -        288.814 (meters)      947.55  (feet) COMP
 LA1096  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 LA1096
 LA1096  VERT ORDER      -  SECOND    CLASS 0
 LA1096
 LA1096.The horizontal coordinates were scaled from a map and have
 LA1096.an estimated accuracy of +/- 6 seconds.
 LA1096
 LA1096.The orthometric height was determined by differential leveling and
 LA1096.adjusted by the NATIONAL GEODETIC SURVEY
 LA1096.in June 1991.
 LA1096
 LA1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1096.GEOID18 height accuracy estimate available here.
 LA1096
 LA1096.Click photographs - Photos may exist for this station.
 LA1096
 LA1096.The dynamic height is computed by dividing the NAVD 88
 LA1096.geopotential number by the normal gravity value computed on the
 LA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1096.degrees latitude (g = 980.6199 gals.).
 LA1096
 LA1096.The modeled gravity was interpolated from observed gravity values.
 LA1096
 LA1096;                    North         East    Units  Estimated Accuracy
 LA1096;SPC IN E     -   570,860.      154,150.      MT  (+/- 180 meters Scaled)
 LA1096
 LA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK673727(NAD 83)
 LA1096
 LA1096                          SUPERSEDED SURVEY CONTROL
 LA1096
 LA1096  NGVD 29 (??/??/92)  289.108  (m)          948.52   (f) ADJ UNCH    2 0
 LA1096
 LA1096.Superseded values are not recommended for survey control.
 LA1096
 LA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1096.See file dsdata.pdf to determine how the superseded data were derived.
 LA1096
 LA1096_MARKER: DB = BENCH MARK DISK
 LA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1096_STAMPING: D 231 1947
 LA1096_MARK LOGO: CGS
 LA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1096+STABILITY: SURFACE MOTION
 LA1096
 LA1096  HISTORY     - Date     Condition        Report By
 LA1096  HISTORY     - 1947     MONUMENTED       CGS
 LA1096
 LA1096                          STATION DESCRIPTION
 LA1096
 LA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1096'4.2 MI SW FROM PORTLAND.
 LA1096'ABOUT 4.2 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO
 LA1096'NEW MT. PLEASANT FROM ITS INTERSECTION WITH THE NEW YORK, CHICAGO
 LA1096'AND ST. LOUIS RAILROAD, ABOUT 0.2 MILE NORTH, THENCE ABOUT 3.05
 LA1096'MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE NEW MT. PLEASANT
 LA1096'M.E. CHURCH, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH
 LA1096'AND ONE LEADING WEST, 155 FEET WEST OF THE PROLONGED CENTER
 LA1096'LINE OF THE ROAD SOUTH, 25 FEET SOUTH OF THE CENTER LINE OF
 LA1096'THE ROAD WEST, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 LA1096'NEW MT. PLEASANT-PORTLAND ROAD, 9 FEET SOUTHWEST OF A FENCE
 LA1096'CORNER POST, 1 FOOT NORTHWEST OF THE FENCE LINE, 2 FEET
 LA1096'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1096'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1096'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0390 ***********************************************************************
 LA0390  DESIGNATION -  D 232
 LA0390  PID         -  LA0390
 LA0390  STATE/COUNTY-  IN/RANDOLPH
 LA0390  COUNTRY     -  US
 LA0390  USGS QUAD   -  UNION CITY (2019)
 LA0390
 LA0390                         *CURRENT SURVEY CONTROL
 LA0390  ______________________________________________________________________
 LA0390* NAD 83(1986) POSITION- 40 13 17.     (N) 084 49 28.     (W)   SCALED
 LA0390* NAVD 88 ORTHO HEIGHT -   326.361 (meters)     1070.74  (feet) ADJUSTED
 LA0390  ______________________________________________________________________
 LA0390  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 LA0390  DYNAMIC HEIGHT  -        326.190 (meters)     1070.18  (feet) COMP
 LA0390  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LA0390
 LA0390  VERT ORDER      -  SECOND    CLASS 0
 LA0390
 LA0390.The horizontal coordinates were scaled from a map and have
 LA0390.an estimated accuracy of +/- 6 seconds.
 LA0390
 LA0390.The orthometric height was determined by differential leveling and
 LA0390.adjusted by the NATIONAL GEODETIC SURVEY
 LA0390.in June 1991.
 LA0390
 LA0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0390.GEOID18 height accuracy estimate available here.
 LA0390
 LA0390.Click photographs - Photos may exist for this station.
 LA0390
 LA0390.The dynamic height is computed by dividing the NAVD 88
 LA0390.geopotential number by the normal gravity value computed on the
 LA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0390.degrees latitude (g = 980.6199 gals.).
 LA0390
 LA0390.The modeled gravity was interpolated from observed gravity values.
 LA0390
 LA0390;                    North         East    Units  Estimated Accuracy
 LA0390;SPC IN E     -   552,440.      171,690.      MT  (+/- 180 meters Scaled)
 LA0390
 LA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851545(NAD 83)
 LA0390
 LA0390                          SUPERSEDED SURVEY CONTROL
 LA0390
 LA0390  NGVD 29 (??/??/92)  326.510  (m)         1071.22   (f) ADJ UNCH    2 0
 LA0390
 LA0390.Superseded values are not recommended for survey control.
 LA0390
 LA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0390.See file dsdata.pdf to determine how the superseded data were derived.
 LA0390
 LA0390_MARKER: DB = BENCH MARK DISK
 LA0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0390_SP_SET: CULVERT HEADWALL
 LA0390_STAMPING: D 232 1947
 LA0390_MARK LOGO: CGS
 LA0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0390+STABILITY: SURFACE MOTION
 LA0390
 LA0390  HISTORY     - Date     Condition        Report By
 LA0390  HISTORY     - 1947     MONUMENTED       CGS
 LA0390
 LA0390                          STATION DESCRIPTION
 LA0390
 LA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0390'3 MI NW FROM UNION CITY.
 LA0390'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM ITS
 LA0390'JUNCTION WITH STATE HIGHWAYS 32 AND 227 AT UNION CITY, THENCE
 LA0390'ABOUT 0.3 MILE NORTH ALONG A BLACK-TOP ROAD LEADING TO MT.
 LA0390'PLEASANT CHURCH, SET IN THE TOP OF THE NORTH END OF THE EAST
 LA0390'CONCRETE HEAD WALL OF A 12-INCH CORRUGATED-STEEL PIPE CULVERT, 109
 LA0390'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY BRICK FARM
 LA0390'HOUSE, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH
 LA0390'OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1204 ***********************************************************************
 LA1204  DESIGNATION -  D 234
 LA1204  PID         -  LA1204
 LA1204  STATE/COUNTY-  IN/DELAWARE
 LA1204  COUNTRY     -  US
 LA1204  USGS QUAD   -  EATON (2019)
 LA1204
 LA1204                         *CURRENT SURVEY CONTROL
 LA1204  ______________________________________________________________________
 LA1204* NAD 83(1986) POSITION- 40 20 26.     (N) 085 21 28.     (W)   SCALED
 LA1204* NAVD 88 ORTHO HEIGHT -   278.436 (meters)      913.50  (feet) ADJUSTED
 LA1204  ______________________________________________________________________
 LA1204  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 LA1204  DYNAMIC HEIGHT  -        278.293 (meters)      913.03  (feet) COMP
 LA1204  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 LA1204
 LA1204  VERT ORDER      -  SECOND    CLASS 0
 LA1204
 LA1204.The horizontal coordinates were scaled from a map and have
 LA1204.an estimated accuracy of +/- 6 seconds.
 LA1204
 LA1204.The orthometric height was determined by differential leveling and
 LA1204.adjusted by the NATIONAL GEODETIC SURVEY
 LA1204.in June 1991.
 LA1204
 LA1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1204.GEOID18 height accuracy estimate available here.
 LA1204
 LA1204.Click photographs - Photos may exist for this station.
 LA1204
 LA1204.The dynamic height is computed by dividing the NAVD 88
 LA1204.geopotential number by the normal gravity value computed on the
 LA1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1204.degrees latitude (g = 980.6199 gals.).
 LA1204
 LA1204.The modeled gravity was interpolated from observed gravity values.
 LA1204
 LA1204;                    North         East    Units  Estimated Accuracy
 LA1204;SPC IN E     -   565,380.      126,250.      MT  (+/- 180 meters Scaled)
 LA1204
 LA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK394668(NAD 83)
 LA1204
 LA1204                          SUPERSEDED SURVEY CONTROL
 LA1204
 LA1204  NGVD 29 (??/??/92)  278.571  (m)          913.95   (f) ADJ UNCH    2 0
 LA1204
 LA1204.Superseded values are not recommended for survey control.
 LA1204
 LA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1204.See file dsdata.pdf to determine how the superseded data were derived.
 LA1204
 LA1204_MARKER: DB = BENCH MARK DISK
 LA1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1204_STAMPING: D 234 1947
 LA1204_MARK LOGO: CGS
 LA1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1204+STABILITY: SURFACE MOTION
 LA1204
 LA1204  HISTORY     - Date     Condition        Report By
 LA1204  HISTORY     - 1947     MONUMENTED       CGS
 LA1204
 LA1204                          STATION DESCRIPTION
 LA1204
 LA1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1204'AT EATON.
 LA1204'AT EATON, AT A BLACK TOP ROAD CROSSING THE NEW YORK, CHICAGO
 LA1204'AND ST. LOUIS RAILROAD, ABOUT 10 RAILS SOUTH OF THE RAILROAD
 LA1204'STATION, ABOUT 5 RAILS NORTH OF MILE POLE C-54, 57 FEET NORTHWEST
 LA1204'AND ACROSS THE TRACKS FROM THE SOUTHWEST CORNER OF A GRAIN
 LA1204'ELEVATOR, 24.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 LA1204'28 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 22 FEET
 LA1204'EAST OF POWER POLE NO. DE 17 A410, 6 FEET WEST OF A TELEGRAPH
 LA1204'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 LA1204'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1204'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2369 ***********************************************************************
 JZ2369  DESIGNATION -  D 235
 JZ2369  PID         -  JZ2369
 JZ2369  STATE/COUNTY-  IN/HANCOCK
 JZ2369  COUNTRY     -  US
 JZ2369  USGS QUAD   -  INGALLS (2019)
 JZ2369
 JZ2369                         *CURRENT SURVEY CONTROL
 JZ2369  ______________________________________________________________________
 JZ2369* NAD 83(1986) POSITION- 39 55 59.     (N) 085 50 47.     (W)   SCALED
 JZ2369* NAVD 88 ORTHO HEIGHT -   261.839 (meters)      859.05  (feet) ADJUSTED
 JZ2369  ______________________________________________________________________
 JZ2369  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 JZ2369  DYNAMIC HEIGHT  -        261.693 (meters)      858.57  (feet) COMP
 JZ2369  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 JZ2369
 JZ2369  VERT ORDER      -  FIRST     CLASS II
 JZ2369
 JZ2369.The horizontal coordinates were scaled from a map and have
 JZ2369.an estimated accuracy of +/- 6 seconds.
 JZ2369
 JZ2369.The orthometric height was determined by differential leveling and
 JZ2369.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2369.in June 1991.
 JZ2369
 JZ2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2369.GEOID18 height accuracy estimate available here.
 JZ2369
 JZ2369.Click photographs - Photos may exist for this station.
 JZ2369
 JZ2369.The dynamic height is computed by dividing the NAVD 88
 JZ2369.geopotential number by the normal gravity value computed on the
 JZ2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2369.degrees latitude (g = 980.6199 gals.).
 JZ2369
 JZ2369.The modeled gravity was interpolated from observed gravity values.
 JZ2369
 JZ2369;                    North         East    Units  Estimated Accuracy
 JZ2369;SPC IN E     -   520,100.       84,640.      MT  (+/- 180 meters Scaled)
 JZ2369
 JZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK985209(NAD 83)
 JZ2369
 JZ2369                          SUPERSEDED SURVEY CONTROL
 JZ2369
 JZ2369  NGVD 29 (??/??/92)  261.970  (m)          859.48   (f) ADJ UNCH    1 2
 JZ2369
 JZ2369.Superseded values are not recommended for survey control.
 JZ2369
 JZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2369.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2369
 JZ2369_MARKER: DB = BENCH MARK DISK
 JZ2369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2369_SP_SET: BUILDING
 JZ2369_STAMPING: D 235 1947
 JZ2369_MARK LOGO: CGS
 JZ2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2369
 JZ2369  HISTORY     - Date     Condition        Report By
 JZ2369  HISTORY     - 1947     MONUMENTED       CGS
 JZ2369  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2369  HISTORY     - 20090901 MARK NOT FOUND   PICI
 JZ2369
 JZ2369                          STATION DESCRIPTION
 JZ2369
 JZ2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2369'AT FORTVILLE.
 JZ2369'AT FORTVILLE, ABOUT 125 YARDS SOUTH OF THE NEW YORK CENTRAL
 JZ2369'RAILROAD STATION, ABOUT 100 FEET SOUTHEAST OF THE TRACKS, SET
 JZ2369'VERTICALLY IN THE NORTHWEST FACE OF THE BRICK WALL OF THE CITY
 JZ2369'HALL AND FIRE STATION, 4.7 FEET SOUTHWEST OF THE NORTH CORNER OF
 JZ2369'THE BUILDING, AND 2.6 FEET ABOVE THE GROUND.
 JZ2369
 JZ2369                          STATION RECOVERY (1999)
 JZ2369
 JZ2369'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2369'MARK NOT FOUND.
 JZ2369
 JZ2369                          STATION RECOVERY (2009)
 JZ2369
 JZ2369'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2369'NEWLY CONSTRUCTED LIBRARY IN THIS AREA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1575 ***********************************************************************
 LA1575  DESIGNATION -  D 236
 LA1575  PID         -  LA1575
 LA1575  STATE/COUNTY-  IN/MADISON
 LA1575  COUNTRY     -  US
 LA1575  USGS QUAD   -  LAPEL (2019)
 LA1575
 LA1575                         *CURRENT SURVEY CONTROL
 LA1575  ______________________________________________________________________
 LA1575* NAD 83(1986) POSITION- 40 01 54.     (N) 085 50 36.     (W)   SCALED
 LA1575* NAVD 88 ORTHO HEIGHT -   261.252 (meters)      857.12  (feet) ADJUSTED
 LA1575  ______________________________________________________________________
 LA1575  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 LA1575  DYNAMIC HEIGHT  -        261.109 (meters)      856.66  (feet) COMP
 LA1575  MODELED GRAVITY -    980,071.7   (mgal)                       NAVD 88
 LA1575
 LA1575  VERT ORDER      -  SECOND    CLASS 0
 LA1575
 LA1575.The horizontal coordinates were scaled from a map and have
 LA1575.an estimated accuracy of +/- 6 seconds.
 LA1575
 LA1575.The orthometric height was determined by differential leveling and
 LA1575.adjusted by the NATIONAL GEODETIC SURVEY
 LA1575.in June 1991.
 LA1575
 LA1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1575.GEOID18 height accuracy estimate available here.
 LA1575
 LA1575.Click photographs - Photos may exist for this station.
 LA1575
 LA1575.The dynamic height is computed by dividing the NAVD 88
 LA1575.geopotential number by the normal gravity value computed on the
 LA1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1575.degrees latitude (g = 980.6199 gals.).
 LA1575
 LA1575.The modeled gravity was interpolated from observed gravity values.
 LA1575
 LA1575;                    North         East    Units  Estimated Accuracy
 LA1575;SPC IN E     -   531,050.       84,920.      MT  (+/- 180 meters Scaled)
 LA1575
 LA1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK986319(NAD 83)
 LA1575
 LA1575                          SUPERSEDED SURVEY CONTROL
 LA1575
 LA1575  NGVD 29 (??/??/92)  261.384  (m)          857.56   (f) ADJ UNCH    2 0
 LA1575
 LA1575.Superseded values are not recommended for survey control.
 LA1575
 LA1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1575.See file dsdata.pdf to determine how the superseded data were derived.
 LA1575
 LA1575_MARKER: DB = BENCH MARK DISK
 LA1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1575_STAMPING: D 236 1947
 LA1575_MARK LOGO: CGS
 LA1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1575+STABILITY: SURFACE MOTION
 LA1575
 LA1575  HISTORY     - Date     Condition        Report By
 LA1575  HISTORY     - 1947     MONUMENTED       CGS
 LA1575  HISTORY     - 1974     POOR             LOCSUR
 LA1575
 LA1575                          STATION DESCRIPTION
 LA1575
 LA1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1575'2.2 MI S FROM LAPEL.
 LA1575'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 LA1575'WITH STATE HIGHWAY 132 AT LAPEL, ABOUT 0.8 MILE NORTH OF THE
 LA1575'INTERSECTION OF STATE HIGHWAY 38, AT AN EAST-WEST GRAVEL CROSS ROAD,
 LA1575'28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTH
 LA1575'OF THE CENTER LINE OF THE CROSS ROAD, 27.5 FEET NORTH OF A FENCE
 LA1575'CORNER, 1.3 FEET EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE
 LA1575'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA1575'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- DISC
 LA1575'IN CONCRETE POST.  CONCRETE POST TIPPED, ASSUME BY FARM MACHINERY
 LA1575'OR IN THE REMOVAL OF FENCE LINE.
 LA1575
 LA1575                          STATION RECOVERY (1974)
 LA1575
 LA1575'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LA1575'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0271 ***********************************************************************
 KA0271  DESIGNATION -  D 237
 KA0271  PID         -  KA0271
 KA0271  STATE/COUNTY-  IN/MARION
 KA0271  COUNTRY     -  US
 KA0271  USGS QUAD   -  FISHERS (2019)
 KA0271
 KA0271                         *CURRENT SURVEY CONTROL
 KA0271  ______________________________________________________________________
 KA0271* NAD 83(1986) POSITION- 39 54 47.     (N) 086 04 27.     (W)   SCALED
 KA0271* NAVD 88 ORTHO HEIGHT -   230.961 (meters)      757.74  (feet) ADJUSTED
 KA0271  ______________________________________________________________________
 KA0271  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 KA0271  DYNAMIC HEIGHT  -        230.834 (meters)      757.33  (feet) COMP
 KA0271  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 KA0271
 KA0271  VERT ORDER      -  SECOND    CLASS 0
 KA0271
 KA0271.The horizontal coordinates were scaled from a map and have
 KA0271.an estimated accuracy of +/- 6 seconds.
 KA0271
 KA0271.The orthometric height was determined by differential leveling and
 KA0271.adjusted by the NATIONAL GEODETIC SURVEY
 KA0271.in June 1991.
 KA0271
 KA0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0271.GEOID18 height accuracy estimate available here.
 KA0271
 KA0271.Click photographs - Photos may exist for this station.
 KA0271
 KA0271.The dynamic height is computed by dividing the NAVD 88
 KA0271.geopotential number by the normal gravity value computed on the
 KA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0271.degrees latitude (g = 980.6199 gals.).
 KA0271
 KA0271.The modeled gravity was interpolated from observed gravity values.
 KA0271
 KA0271;                    North         East    Units  Estimated Accuracy
 KA0271;SPC IN E     -   517,940.       65,160.      MT  (+/- 180 meters Scaled)
 KA0271
 KA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK791185(NAD 83)
 KA0271
 KA0271                          SUPERSEDED SURVEY CONTROL
 KA0271
 KA0271  NGVD 29 (??/??/92)  231.090  (m)          758.17   (f) ADJ UNCH    2 0
 KA0271
 KA0271.Superseded values are not recommended for survey control.
 KA0271
 KA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0271.See file dsdata.pdf to determine how the superseded data were derived.
 KA0271
 KA0271_MARKER: DD = SURVEY DISK
 KA0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0271_SP_SET: CULVERT HEADWALL
 KA0271_STAMPING: D 237 1947
 KA0271_MARK LOGO: CGS
 KA0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0271+STABILITY: SURFACE MOTION
 KA0271
 KA0271  HISTORY     - Date     Condition        Report By
 KA0271  HISTORY     - 1947     MONUMENTED       CGS
 KA0271  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0271
 KA0271                          STATION DESCRIPTION
 KA0271
 KA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0271'0.6 MI NE FROM ALLISONVILLE.
 KA0271'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 KA0271'INTERSECTION WITH STATE HIGHWAY 534 AT ALLISONVILLE, ABOUT 1.1
 KA0271'MILES SOUTHWEST OF THE MARION-HAMILTON COUNTY LINE, SET IN THE
 KA0271'TOP OF THE SOUTHWEST END OF THE 30-FOOT CONCRETE HEAD WALL OF A
 KA0271'6 BY 4 CONCRETE CULVERT, 38.5 FEET SOUTHEAST OF AND ABOUT 2 FEET
 KA0271'BELOW THE CENTER LINE OF THE HIGHWAY.
 KA0271
 KA0271                          STATION RECOVERY (1976)
 KA0271
 KA0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2468 ***********************************************************************
 JZ2468  DESIGNATION -  D 238
 JZ2468  PID         -  JZ2468
 JZ2468  STATE/COUNTY-  IN/MARION
 JZ2468  COUNTRY     -  US
 JZ2468  USGS QUAD   -  CUMBERLAND (2019)
 JZ2468
 JZ2468                         *CURRENT SURVEY CONTROL
 JZ2468  ______________________________________________________________________
 JZ2468* NAD 83(1986) POSITION- 39 46 18.4    (N) 085 57 08.6    (W)   HD_HELD2
 JZ2468* NAVD 88 ORTHO HEIGHT -   252.416 (meters)      828.13  (feet) ADJUSTED
 JZ2468  ______________________________________________________________________
 JZ2468  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 JZ2468  DYNAMIC HEIGHT  -        252.271 (meters)      827.66  (feet) COMP
 JZ2468  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 JZ2468
 JZ2468  VERT ORDER      -  SECOND    CLASS 0
 JZ2468
 JZ2468.The horizontal coordinates were established by autonomous hand held GPS
 JZ2468.observations and have an estimated accuracy of +/- 10 meters.
 JZ2468
 JZ2468.The orthometric height was determined by differential leveling and
 JZ2468.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2468.in June 1991.
 JZ2468
 JZ2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2468.GEOID18 height accuracy estimate available here.
 JZ2468
 JZ2468.Click photographs - Photos may exist for this station.
 JZ2468
 JZ2468.The dynamic height is computed by dividing the NAVD 88
 JZ2468.geopotential number by the normal gravity value computed on the
 JZ2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2468.degrees latitude (g = 980.6199 gals.).
 JZ2468
 JZ2468.The modeled gravity was interpolated from observed gravity values.
 JZ2468
 JZ2468;                    North         East    Units  Estimated Accuracy
 JZ2468;SPC IN E     -   502,217.       75,521.      MT  (+/- 10 meters HH2 GPS)
 JZ2468
 JZ2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8972102952(NAD 83)
 JZ2468
 JZ2468                          SUPERSEDED SURVEY CONTROL
 JZ2468
 JZ2468  NGVD 29 (??/??/92)  252.526  (m)          828.50   (f) ADJ UNCH    2 0
 JZ2468
 JZ2468.Superseded values are not recommended for survey control.
 JZ2468
 JZ2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2468.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2468
 JZ2468_MARKER: DB = BENCH MARK DISK
 JZ2468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2468_SP_SET: BRIDGE RAILING
 JZ2468_STAMPING: D 238 1947
 JZ2468_MARK LOGO: CGS
 JZ2468_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2468
 JZ2468  HISTORY     - Date     Condition        Report By
 JZ2468  HISTORY     - 1947     MONUMENTED       CGS
 JZ2468  HISTORY     - 1976     GOOD             LOCSUR
 JZ2468  HISTORY     - 19880802 GOOD             LOCENG
 JZ2468
 JZ2468                          STATION DESCRIPTION
 JZ2468
 JZ2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2468'0.6 MI S FROM CUMBERLAND.
 JZ2468'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2468'AT CUMBERLAND, THENCE 0.35 MILE SOUTH ALONG THE COUNTY LINE ROAD,
 JZ2468'AT A CONCRETE ARCH BRIDGE OVER BUCK CREEK, IN THE SOUTH END OF
 JZ2468'THE WEST CONCRETE BASE OF THE RAILING, 2.5 FEET NORTH OF THE SOUTH
 JZ2468'END OF THE RAILING, 9.0 FEET WEST OF THE CENTER LINE OF THE
 JZ2468'ROAD AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 JZ2468
 JZ2468                          STATION RECOVERY (1976)
 JZ2468
 JZ2468'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2468'RECOVERED IN GOOD CONDITION.
 JZ2468
 JZ2468                          STATION RECOVERY (1988)
 JZ2468
 JZ2468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2468'RECOVERED IN GOOD CONDITION.  ADD--0.4 MILE EAST FROM POST OFFICE.
 JZ2468'SERIAL NUMBER OBLITERATED, 10 INCHES ABOVE ROAD, 8.5 FEET (2.6 M)
 JZ2468'FROM CENTERLINE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2573 ***********************************************************************
 JZ2573  DESIGNATION -  D 239
 JZ2573  PID         -  JZ2573
 JZ2573  STATE/COUNTY-  IN/HANCOCK
 JZ2573  COUNTRY     -  US
 JZ2573  USGS QUAD   -  ACTON (2019)
 JZ2573
 JZ2573                         *CURRENT SURVEY CONTROL
 JZ2573  ______________________________________________________________________
 JZ2573* NAD 83(1986) POSITION- 39 42 20.2    (N) 085 52 33.6    (W)   HD_HELD2
 JZ2573* NAVD 88 ORTHO HEIGHT -   247.750 (meters)      812.83  (feet) ADJUSTED
 JZ2573  ______________________________________________________________________
 JZ2573  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 JZ2573  DYNAMIC HEIGHT  -        247.608 (meters)      812.36  (feet) COMP
 JZ2573  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 JZ2573
 JZ2573  VERT ORDER      -  SECOND    CLASS 0
 JZ2573
 JZ2573.The horizontal coordinates were established by autonomous hand held GPS
 JZ2573.observations and have an estimated accuracy of +/- 10 meters.
 JZ2573
 JZ2573.The orthometric height was determined by differential leveling and
 JZ2573.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2573.in June 1991.
 JZ2573
 JZ2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2573.GEOID18 height accuracy estimate available here.
 JZ2573
 JZ2573.Click photographs - Photos may exist for this station.
 JZ2573
 JZ2573.The dynamic height is computed by dividing the NAVD 88
 JZ2573.geopotential number by the normal gravity value computed on the
 JZ2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2573.degrees latitude (g = 980.6199 gals.).
 JZ2573
 JZ2573.The modeled gravity was interpolated from observed gravity values.
 JZ2573
 JZ2573;                    North         East    Units  Estimated Accuracy
 JZ2573;SPC IN E     -   494,853.       82,048.      MT  (+/- 10 meters HH2 GPS)
 JZ2573
 JZ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9635695687(NAD 83)
 JZ2573
 JZ2573                          SUPERSEDED SURVEY CONTROL
 JZ2573
 JZ2573  NGVD 29 (??/??/92)  247.866  (m)          813.21   (f) ADJ UNCH    2 0
 JZ2573
 JZ2573.Superseded values are not recommended for survey control.
 JZ2573
 JZ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2573.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2573
 JZ2573_MARKER: DB = BENCH MARK DISK
 JZ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2573_STAMPING: D 239 1947
 JZ2573_MARK LOGO: CGS
 JZ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2573+STABILITY: SURFACE MOTION
 JZ2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2573+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2573
 JZ2573  HISTORY     - Date     Condition        Report By
 JZ2573  HISTORY     - 1947     MONUMENTED       CGS
 JZ2573  HISTORY     - 1973     GOOD             NGS
 JZ2573  HISTORY     - 20090203 GOOD             IN-059
 JZ2573
 JZ2573                          STATION DESCRIPTION
 JZ2573
 JZ2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2573'1.5 MI SE FROM NEW PALESTINE.
 JZ2573'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2573'OFFICE AT NEW PALESTINE, THENCE 0.9 MILE SOUTH ALONG A GRAVEL
 JZ2573'ROAD, IN THE SOUTHEAST QUARTER OF A JUNCTION WITH A ROAD LEADING
 JZ2573'EAST, 30 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 14.5
 JZ2573'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30.5 FEET
 JZ2573'NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 14 FEET
 JZ2573'SOUTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A WHITE WOODEN
 JZ2573'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2573'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2573
 JZ2573                          STATION RECOVERY (1973)
 JZ2573
 JZ2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2573'RECOVERED IN GOOD CONDITION.
 JZ2573
 JZ2573                          STATION RECOVERY (2009)
 JZ2573
 JZ2573'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0681 ***********************************************************************
 ME0681  DESIGNATION -  D 24
 ME0681  PID         -  ME0681
 ME0681  STATE/COUNTY-  IN/STARKE
 ME0681  COUNTRY     -  US
 ME0681  USGS QUAD   -  KNOX WEST (2019)
 ME0681
 ME0681                         *CURRENT SURVEY CONTROL
 ME0681  ______________________________________________________________________
 ME0681* NAD 83(1986) POSITION- 41 16 50.     (N) 086 39 32.     (W)   SCALED
 ME0681* NAVD 88 ORTHO HEIGHT -   215.541 (meters)      707.15  (feet) ADJUSTED
 ME0681  ______________________________________________________________________
 ME0681  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 ME0681  DYNAMIC HEIGHT  -        215.452 (meters)      706.86  (feet) COMP
 ME0681  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 ME0681
 ME0681  VERT ORDER      -  SECOND    CLASS 0
 ME0681
 ME0681.The horizontal coordinates were scaled from a map and have
 ME0681.an estimated accuracy of +/- 6 seconds.
 ME0681
 ME0681.The orthometric height was determined by differential leveling and
 ME0681.adjusted by the NATIONAL GEODETIC SURVEY
 ME0681.in June 1991.
 ME0681
 ME0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0681.GEOID18 height accuracy estimate available here.
 ME0681
 ME0681.Click photographs - Photos may exist for this station.
 ME0681
 ME0681.The dynamic height is computed by dividing the NAVD 88
 ME0681.geopotential number by the normal gravity value computed on the
 ME0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0681.degrees latitude (g = 980.6199 gals.).
 ME0681
 ME0681.The modeled gravity was interpolated from observed gravity values.
 ME0681
 ME0681;                    North         East    Units  Estimated Accuracy
 ME0681;SPC IN W     -   669,800.      935,560.      MT  (+/- 180 meters Scaled)
 ME0681
 ME0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL285699(NAD 83)
 ME0681
 ME0681                          SUPERSEDED SURVEY CONTROL
 ME0681
 ME0681  NGVD 29 (??/??/92)  215.635  (m)          707.46   (f) ADJ UNCH    2 0
 ME0681
 ME0681.Superseded values are not recommended for survey control.
 ME0681
 ME0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0681.See file dsdata.pdf to determine how the superseded data were derived.
 ME0681
 ME0681_MARKER: DB = BENCH MARK DISK
 ME0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0681_STAMPING: D 24 1934
 ME0681_MARK LOGO: CGS
 ME0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0681+STABILITY: SURFACE MOTION
 ME0681
 ME0681  HISTORY     - Date     Condition        Report By
 ME0681  HISTORY     - 1934     MONUMENTED       CGS
 ME0681  HISTORY     - 1946     GOOD             CGS
 ME0681
 ME0681                          STATION DESCRIPTION
 ME0681
 ME0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0681'2 MI SW FROM KNOX.
 ME0681'ABOUT 2.0 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 ME0681'FROM THE STATION AT KNOX, AT THE INTERSECTION WITH A CROSS
 ME0681'ROADS, IN THE SOUTHEAST QUARTER OF THE CROSS ROADS AND IN THE
 ME0681'APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE CROSS ROADS
 ME0681'AND THE RAILROAD, 27 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 ME0681'ROAD, 32 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 38
 ME0681'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, ABOUT LEVEL
 ME0681'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0681'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2432 ***********************************************************************
 JZ2432  DESIGNATION -  D 240
 JZ2432  PID         -  JZ2432
 JZ2432  STATE/COUNTY-  IN/MADISON
 JZ2432  COUNTRY     -  US
 JZ2432  USGS QUAD   -  PENDLETON (2019)
 JZ2432
 JZ2432                         *CURRENT SURVEY CONTROL
 JZ2432  ______________________________________________________________________
 JZ2432* NAD 83(1986) POSITION- 39 59 52.67   (N) 085 43 47.52   (W)   HD_HELD1
 JZ2432* NAVD 88 ORTHO HEIGHT -   267.452 (meters)      877.47  (feet) ADJUSTED
 JZ2432  ______________________________________________________________________
 JZ2432  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ2432  DYNAMIC HEIGHT  -        267.305 (meters)      876.98  (feet) COMP
 JZ2432  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 JZ2432
 JZ2432  VERT ORDER      -  SECOND    CLASS 0
 JZ2432
 JZ2432.The horizontal coordinates were determined by differentially corrected
 JZ2432.hand held GPS observations or other comparable positioning techniques
 JZ2432.and have an estimated accuracy of +/- 3 meters.
 JZ2432
 JZ2432.The orthometric height was determined by differential leveling and
 JZ2432.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2432.in June 1991.
 JZ2432
 JZ2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2432.GEOID18 height accuracy estimate available here.
 JZ2432
 JZ2432.Click photographs - Photos may exist for this station.
 JZ2432
 JZ2432.The dynamic height is computed by dividing the NAVD 88
 JZ2432.geopotential number by the normal gravity value computed on the
 JZ2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2432.degrees latitude (g = 980.6199 gals.).
 JZ2432
 JZ2432.The modeled gravity was interpolated from observed gravity values.
 JZ2432
 JZ2432;                    North         East    Units  Estimated Accuracy
 JZ2432;SPC IN E     -   527,293.5      94,603.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2432
 JZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0842228303(NAD 83)
 JZ2432
 JZ2432                          SUPERSEDED SURVEY CONTROL
 JZ2432
 JZ2432  NGVD 29 (??/??/92)  267.586  (m)          877.91   (f) ADJ UNCH    2 0
 JZ2432
 JZ2432.Superseded values are not recommended for survey control.
 JZ2432
 JZ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2432.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2432
 JZ2432_MARKER: DB = BENCH MARK DISK
 JZ2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2432_STAMPING: D 240 1947
 JZ2432_MARK LOGO: CGS
 JZ2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2432+STABILITY: SURFACE MOTION
 JZ2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2432+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2002
 JZ2432
 JZ2432  HISTORY     - Date     Condition        Report By
 JZ2432  HISTORY     - 1947     MONUMENTED       CGS
 JZ2432  HISTORY     - 20020908 GOOD             USPSQD
 JZ2432  HISTORY     - 20060912 POOR             PICI
 JZ2432
 JZ2432                          STATION DESCRIPTION
 JZ2432
 JZ2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2432'0.6 MI SE FROM PENDLETON.
 JZ2432'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2432'LIBRARY AT PENDLETON, IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 JZ2432'WITH A NORTH-SOUTH GRAVEL ROAD, 29 FEET SOUTHWEST OF THE
 JZ2432'CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF
 JZ2432'THE NORTH-SOUTH ROAD, 15.5 FEET SOUTHEAST OF A FENCE CORNER, 4
 JZ2432'FEET SOUTHEAST OF POWER LINE GUY POLE NUMBER 75-734, 1 FOOT
 JZ2432'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 JZ2432'WITNESS POST, 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP
 JZ2432'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2432
 JZ2432                          STATION RECOVERY (2002)
 JZ2432
 JZ2432'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2432'INTERSECTION NS ROAD 300W AND RT 38
 JZ2432
 JZ2432                          STATION RECOVERY (2006)
 JZ2432
 JZ2432'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2006 (DR)
 JZ2432'BASE WAS FOUND CANTED TO THE SIDE, DISK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2491 ***********************************************************************
 JZ2491  DESIGNATION -  D 241
 JZ2491  PID         -  JZ2491
 JZ2491  STATE/COUNTY-  IN/HANCOCK
 JZ2491  COUNTRY     -  US
 JZ2491  USGS QUAD   -  GREENFIELD (2019)
 JZ2491
 JZ2491                         *CURRENT SURVEY CONTROL
 JZ2491  ______________________________________________________________________
 JZ2491* NAD 83(1986) POSITION- 39 46 53.     (N) 085 50 22.     (W)   SCALED
 JZ2491* NAVD 88 ORTHO HEIGHT -   259.261 (meters)      850.59  (feet) ADJUSTED
 JZ2491  ______________________________________________________________________
 JZ2491  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 JZ2491  DYNAMIC HEIGHT  -        259.112 (meters)      850.10  (feet) COMP
 JZ2491  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2491
 JZ2491  VERT ORDER      -  SECOND    CLASS 0
 JZ2491
 JZ2491.The horizontal coordinates were scaled from a map and have
 JZ2491.an estimated accuracy of +/- 6 seconds.
 JZ2491
 JZ2491.The orthometric height was determined by differential leveling and
 JZ2491.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2491.in June 1991.
 JZ2491
 JZ2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2491.GEOID18 height accuracy estimate available here.
 JZ2491
 JZ2491.Click photographs - Photos may exist for this station.
 JZ2491
 JZ2491.The dynamic height is computed by dividing the NAVD 88
 JZ2491.geopotential number by the normal gravity value computed on the
 JZ2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2491.degrees latitude (g = 980.6199 gals.).
 JZ2491
 JZ2491.The modeled gravity was interpolated from observed gravity values.
 JZ2491
 JZ2491;                    North         East    Units  Estimated Accuracy
 JZ2491;SPC IN E     -   503,260.       85,200.      MT  (+/- 180 meters Scaled)
 JZ2491
 JZ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993041(NAD 83)
 JZ2491
 JZ2491                          SUPERSEDED SURVEY CONTROL
 JZ2491
 JZ2491  NGVD 29 (??/??/92)  259.379  (m)          850.98   (f) ADJ UNCH    2 0
 JZ2491
 JZ2491.Superseded values are not recommended for survey control.
 JZ2491
 JZ2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2491.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2491
 JZ2491_MARKER: DB = BENCH MARK DISK
 JZ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2491_STAMPING: D 241 1947
 JZ2491_MARK LOGO: CGS
 JZ2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2491+STABILITY: SURFACE MOTION
 JZ2491
 JZ2491  HISTORY     - Date     Condition        Report By
 JZ2491  HISTORY     - 1947     MONUMENTED       CGS
 JZ2491  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2491
 JZ2491                          STATION DESCRIPTION
 JZ2491
 JZ2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2491'AT PHILADELPHIA.
 JZ2491'AT PHILADELPHIA, AT THE EAST EDGE OF THE VILLAGE, IN THE
 JZ2491'SOUTHEAST QUARTER OF THE INTERSECTION OF U.S. HIGHWAY 40 AND A
 JZ2491'NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY
 JZ2491'PAVEMENT, 21 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2491'ROAD, 6 FEET EAST OF A FENCE CORNER AT THE NORTH END OF A HEDGE
 JZ2491'ROW, 8.5 FEET SOUTHEAST OF THE SOUTH END OF AN L SHAPED CONCRETE
 JZ2491'HEADWALL OF A 15-INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD,
 JZ2491'1 FOOT NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW HIGHWAY LEVEL
 JZ2491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ2491'INCHES.
 JZ2491
 JZ2491                          STATION RECOVERY (2009)
 JZ2491
 JZ2491'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2534 ***********************************************************************
 JZ2534  DESIGNATION -  D 242
 JZ2534  PID         -  JZ2534
 JZ2534  STATE/COUNTY-  IN/HANCOCK
 JZ2534  COUNTRY     -  US
 JZ2534  USGS QUAD   -  CLEVELAND (2019)
 JZ2534
 JZ2534                         *CURRENT SURVEY CONTROL
 JZ2534  ______________________________________________________________________
 JZ2534* NAD 83(1986) POSITION- 39 51 31.     (N) 085 41 24.     (W)   SCALED
 JZ2534* NAVD 88 ORTHO HEIGHT -   284.519 (meters)      933.46  (feet) ADJUSTED
 JZ2534  ______________________________________________________________________
 JZ2534  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 JZ2534  DYNAMIC HEIGHT  -        284.357 (meters)      932.93  (feet) COMP
 JZ2534  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 JZ2534
 JZ2534  VERT ORDER      -  SECOND    CLASS 0
 JZ2534
 JZ2534.The horizontal coordinates were scaled from a map and have
 JZ2534.an estimated accuracy of +/- 6 seconds.
 JZ2534
 JZ2534.The orthometric height was determined by differential leveling and
 JZ2534.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2534.in June 1991.
 JZ2534
 JZ2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2534.GEOID18 height accuracy estimate available here.
 JZ2534
 JZ2534.Click photographs - Photos may exist for this station.
 JZ2534
 JZ2534.The dynamic height is computed by dividing the NAVD 88
 JZ2534.geopotential number by the normal gravity value computed on the
 JZ2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2534.degrees latitude (g = 980.6199 gals.).
 JZ2534
 JZ2534.The modeled gravity was interpolated from observed gravity values.
 JZ2534
 JZ2534;                    North         East    Units  Estimated Accuracy
 JZ2534;SPC IN E     -   511,820.       98,000.      MT  (+/- 180 meters Scaled)
 JZ2534
 JZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK120128(NAD 83)
 JZ2534
 JZ2534                          SUPERSEDED SURVEY CONTROL
 JZ2534
 JZ2534  NGVD 29 (??/??/92)  284.643  (m)          933.87   (f) ADJ UNCH    2 0
 JZ2534
 JZ2534.Superseded values are not recommended for survey control.
 JZ2534
 JZ2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2534.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2534
 JZ2534_MARKER: DB = BENCH MARK DISK
 JZ2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2534_STAMPING: D 242 1947
 JZ2534_MARK LOGO: CGS
 JZ2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2534+STABILITY: SURFACE MOTION
 JZ2534
 JZ2534  HISTORY     - Date     Condition        Report By
 JZ2534  HISTORY     - 1947     MONUMENTED       CGS
 JZ2534  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2534
 JZ2534                          STATION DESCRIPTION
 JZ2534
 JZ2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2534'0.9 MI S FROM WILLOW BRANCH.
 JZ2534'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 209 FROM ITS CROSSING
 JZ2534'WITH THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, AT AN
 JZ2534'EAST-WEST JOGGED CROSS ROAD, 24.5 FEET EAST OF THE CENTER LINE
 JZ2534'OF THE HIGHWAY, 90 FEET NORTH OF THE CENTER LINE OF THE EAST
 JZ2534'TANGENT OF THE CROSS ROAD, 142 FEET SOUTH OF THE PROLONGED CENTER
 JZ2534'LINE OF THE WEST TANGENT, 18 FEET NORTH OF A FENCE CORNER, 1
 JZ2534'FOOT WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ2534'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2534'POST PROJECTING 6 INCHES.
 JZ2534
 JZ2534                          STATION RECOVERY (2009)
 JZ2534
 JZ2534'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2534'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0195 ***********************************************************************
 KA0195  DESIGNATION -  D 243
 KA0195  PID         -  KA0195
 KA0195  STATE/COUNTY-  IN/MARION
 KA0195  COUNTRY     -  US
 KA0195  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0195
 KA0195                         *CURRENT SURVEY CONTROL
 KA0195  ______________________________________________________________________
 KA0195* NAD 83(1986) POSITION- 39 46 26.     (N) 086 00 33.     (W)   SCALED
 KA0195* NAVD 88 ORTHO HEIGHT -   260.245 (meters)      853.82  (feet) POSTED
 KA0195  ______________________________________________________________________
 KA0195  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 KA0195  DYNAMIC HEIGHT  -        260.10  (meters)      853.3   (feet) COMP
 KA0195  MODELED GRAVITY -    980,051.5   (mgal)                       NAVD 88
 KA0195
 KA0195  VERT ORDER      -  * POSTED, SEE BELOW
 KA0195
 KA0195.The horizontal coordinates were scaled from a map and have
 KA0195.an estimated accuracy of +/- 6 seconds.
 KA0195
 KA0195.The orthometric height was determined by differential leveling
 KA0195.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0195
 KA0195.* This is a POSTED BENCH MARK height.
 KA0195
 KA0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0195.GEOID18 height accuracy estimate available here.
 KA0195
 KA0195.Click photographs - Photos may exist for this station.
 KA0195
 KA0195.The dynamic height is computed by dividing the NAVD 88
 KA0195.geopotential number by the normal gravity value computed on the
 KA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0195.degrees latitude (g = 980.6199 gals.).
 KA0195
 KA0195.The modeled gravity was interpolated from observed gravity values.
 KA0195
 KA0195;                    North         East    Units  Estimated Accuracy
 KA0195;SPC IN E     -   502,470.       70,660.      MT  (+/- 180 meters Scaled)
 KA0195
 KA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848031(NAD 83)
 KA0195
 KA0195                          SUPERSEDED SURVEY CONTROL
 KA0195
 KA0195  NGVD 29 (??/??/92)  260.362  (m)          854.20   (f) ADJ UNCH    2 0
 KA0195
 KA0195.Superseded values are not recommended for survey control.
 KA0195
 KA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0195.See file dsdata.pdf to determine how the superseded data were derived.
 KA0195
 KA0195_MARKER: DB = BENCH MARK DISK
 KA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0195_STAMPING: D 243 1947
 KA0195_MARK LOGO: CGS
 KA0195_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0195+STABILITY: SURFACE MOTION
 KA0195
 KA0195  HISTORY     - Date     Condition        Report By
 KA0195  HISTORY     - 1947     MONUMENTED       CGS
 KA0195  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0195
 KA0195                          STATION DESCRIPTION
 KA0195
 KA0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0195'2.8 MI W FROM CUMBERLAND.
 KA0195'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 KA0195'OFFICE AT CUMBERLAND, AT THE INTERSECTION WITH POST ROAD, IN
 KA0195'THE NORTHWEST ANGLE OF THE INTERSECTION, 37.5 FEET WEST OF THE
 KA0195'CENTER LINE OF POST ROAD, 41.5 FEET NORTH OF THE CENTER LINE
 KA0195'OF THE WEST BOUND LANE OF HIGHWAY 40, 36.5 FEET NORTHEAST OF
 KA0195'POWER POLE NUMBER 70-551, 27.5 FEET SOUTH OF THE CENTER OF A
 KA0195'DRAIN COVERED WITH A CAST IRON GRATEING, 2 FEET SOUTH OF A WHITE
 KA0195'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 KA0195'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 KA0195
 KA0195                          STATION RECOVERY (1976)
 KA0195
 KA0195'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2293 ***********************************************************************
 JZ2293  DESIGNATION -  D 244
 JZ2293  PID         -  JZ2293
 JZ2293  STATE/COUNTY-  IN/DECATUR
 JZ2293  COUNTRY     -  US
 JZ2293  USGS QUAD   -  FOREST HILL (2019)
 JZ2293
 JZ2293                         *CURRENT SURVEY CONTROL
 JZ2293  ______________________________________________________________________
 JZ2293* NAD 83(1986) POSITION- 39 18 19.     (N) 085 37 09.     (W)   SCALED
 JZ2293* NAVD 88 ORTHO HEIGHT -   250.546 (meters)      822.00  (feet) ADJUSTED
 JZ2293  ______________________________________________________________________
 JZ2293  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 JZ2293  DYNAMIC HEIGHT  -        250.390 (meters)      821.49  (feet) COMP
 JZ2293  MODELED GRAVITY -    980,000.4   (mgal)                       NAVD 88
 JZ2293
 JZ2293  VERT ORDER      -  SECOND    CLASS 0
 JZ2293
 JZ2293.The horizontal coordinates were scaled from a map and have
 JZ2293.an estimated accuracy of +/- 6 seconds.
 JZ2293
 JZ2293.The orthometric height was determined by differential leveling and
 JZ2293.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2293.in June 1991.
 JZ2293
 JZ2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2293.GEOID18 height accuracy estimate available here.
 JZ2293
 JZ2293.Click photographs - Photos may exist for this station.
 JZ2293
 JZ2293.The dynamic height is computed by dividing the NAVD 88
 JZ2293.geopotential number by the normal gravity value computed on the
 JZ2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2293.degrees latitude (g = 980.6199 gals.).
 JZ2293
 JZ2293.The modeled gravity was interpolated from observed gravity values.
 JZ2293
 JZ2293;                    North         East    Units  Estimated Accuracy
 JZ2293;SPC IN E     -   450,390.      104,100.      MT  (+/- 180 meters Scaled)
 JZ2293
 JZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ190515(NAD 83)
 JZ2293
 JZ2293                          SUPERSEDED SURVEY CONTROL
 JZ2293
 JZ2293  NGVD 29 (??/??/92)  250.665  (m)          822.39   (f) ADJ UNCH    2 0
 JZ2293
 JZ2293.Superseded values are not recommended for survey control.
 JZ2293
 JZ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2293.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2293
 JZ2293_MARKER: DB = BENCH MARK DISK
 JZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2293_STAMPING: D 244 1947
 JZ2293_MARK LOGO: CGS
 JZ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2293+STABILITY: SURFACE MOTION
 JZ2293
 JZ2293  HISTORY     - Date     Condition        Report By
 JZ2293  HISTORY     - 1947     MONUMENTED       CGS
 JZ2293
 JZ2293                          STATION DESCRIPTION
 JZ2293
 JZ2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2293'1.9 MI SE FROM BURNEY.
 JZ2293'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2293'OFFICE AT BURNEY, THENCE ABOUT 1.15 MILES EAST ALONG A BLACK
 JZ2293'TOP ROAD, ABOUT 0.85 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 JZ2293'46, ABOUT 0.1 MILE WEST OF THE WEST ONE OF TWO SMALL BRIDGES,
 JZ2293'126 FEET EAST OF THE CENTER LINE OF A DRIVE WAY LEADING SOUTH
 JZ2293'TO A WHITE FARM HOUSE, 18.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2293'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 46 FEET SOUTHEAST AND
 JZ2293'ACROSS THE ROAD FROM TELEPHONE POLE NO. 253, 2.5 FEET WEST OF
 JZ2293'A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET
 JZ2293'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2600 ***********************************************************************
 JZ2600  DESIGNATION -  D 245
 JZ2600  PID         -  JZ2600
 JZ2600  STATE/COUNTY-  IN/SHELBY
 JZ2600  COUNTRY     -  US
 JZ2600  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2600
 JZ2600                         *CURRENT SURVEY CONTROL
 JZ2600  ______________________________________________________________________
 JZ2600* NAD 83(1986) POSITION- 39 38 24.     (N) 085 49 10.     (W)   SCALED
 JZ2600* NAVD 88 ORTHO HEIGHT -   246.042 (meters)      807.22  (feet) ADJUSTED
 JZ2600  ______________________________________________________________________
 JZ2600  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 JZ2600  DYNAMIC HEIGHT  -        245.900 (meters)      806.76  (feet) COMP
 JZ2600  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 JZ2600
 JZ2600  VERT ORDER      -  SECOND    CLASS 0
 JZ2600
 JZ2600.The horizontal coordinates were scaled from a map and have
 JZ2600.an estimated accuracy of +/- 6 seconds.
 JZ2600
 JZ2600.The orthometric height was determined by differential leveling and
 JZ2600.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2600.in June 1991.
 JZ2600
 JZ2600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2600.GEOID18 height accuracy estimate available here.
 JZ2600
 JZ2600.Click photographs - Photos may exist for this station.
 JZ2600
 JZ2600.The dynamic height is computed by dividing the NAVD 88
 JZ2600.geopotential number by the normal gravity value computed on the
 JZ2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2600.degrees latitude (g = 980.6199 gals.).
 JZ2600
 JZ2600.The modeled gravity was interpolated from observed gravity values.
 JZ2600
 JZ2600;                    North         East    Units  Estimated Accuracy
 JZ2600;SPC IN E     -   487,560.       86,890.      MT  (+/- 180 meters Scaled)
 JZ2600
 JZ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013884(NAD 83)
 JZ2600
 JZ2600                          SUPERSEDED SURVEY CONTROL
 JZ2600
 JZ2600  NGVD 29 (??/??/92)  246.154  (m)          807.59   (f) ADJ UNCH    2 0
 JZ2600
 JZ2600.Superseded values are not recommended for survey control.
 JZ2600
 JZ2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2600.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2600
 JZ2600_MARKER: DB = BENCH MARK DISK
 JZ2600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2600_SP_SET: BRIDGE
 JZ2600_STAMPING: D 245 1947
 JZ2600_MARK LOGO: CGS
 JZ2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2600
 JZ2600  HISTORY     - Date     Condition        Report By
 JZ2600  HISTORY     - 1947     MONUMENTED       CGS
 JZ2600  HISTORY     - 1973     GOOD             NGS
 JZ2600  HISTORY     - 20220907 MARK NOT FOUND   INDOT
 JZ2600
 JZ2600                          STATION DESCRIPTION
 JZ2600
 JZ2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2600'4.8 MI S FROM CARROLLTON.
 JZ2600'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2600'CHURCH AT CARROLLTON, THENCE 3.5 MILES SOUTH ALONG A COUNTY ROAD
 JZ2600'LEADING TO THE VICINITY OF FAIRLAND, THENCE 0.15 MILE EAST AND
 JZ2600'1.0 MILE SOUTH ALONG GRAVEL ROADS TO A CROSSROAD AND THE SITE
 JZ2600'OF THE MARK.  THE MARK IS IN THE NORTHWEST QUARTER OF THE
 JZ2600'CROSSROADS, AND SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 JZ2600'20 FOOT CONCRETE BRIDGE, 10 FEET WEST OF THE CENTER LINE OF THE
 JZ2600'NORTH-SOUTH ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE
 JZ2600'EAST-WEST ROAD AND ABOUT LEVEL WITH THE ROAD.
 JZ2600
 JZ2600                          STATION RECOVERY (1973)
 JZ2600
 JZ2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2600'RECOVERED IN GOOD CONDITION.
 JZ2600
 JZ2600                          STATION RECOVERY (2022)
 JZ2600
 JZ2600'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2600'IT APPEARS THAT THE MARK WAS MARK WAS OBLITERATED AND NOT REPLACED
 JZ2600'WHEN THE OLD BRIDGE AND WINGWALL WERE DEMOLISHED AND REPLACED WITH A
 JZ2600'NEW ONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0245 ***********************************************************************
 LA0245  DESIGNATION -  D 246
 LA0245  PID         -  LA0245
 LA0245  STATE/COUNTY-  IN/RANDOLPH
 LA0245  COUNTRY     -  US
 LA0245  USGS QUAD   -  WINCHESTER (2019)
 LA0245
 LA0245                         *CURRENT SURVEY CONTROL
 LA0245  ______________________________________________________________________
 LA0245* NAD 83(1986) POSITION- 40 10 15.     (N) 084 55 19.     (W)   SCALED
 LA0245* NAVD 88 ORTHO HEIGHT -   341.207 (meters)     1119.44  (feet) ADJUSTED
 LA0245  ______________________________________________________________________
 LA0245  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 LA0245  DYNAMIC HEIGHT  -        341.025 (meters)     1118.85  (feet) COMP
 LA0245  MODELED GRAVITY -    980,082.4   (mgal)                       NAVD 88
 LA0245
 LA0245  VERT ORDER      -  SECOND    CLASS 0
 LA0245
 LA0245.The horizontal coordinates were scaled from a map and have
 LA0245.an estimated accuracy of +/- 6 seconds.
 LA0245
 LA0245.The orthometric height was determined by differential leveling and
 LA0245.adjusted by the NATIONAL GEODETIC SURVEY
 LA0245.in June 1991.
 LA0245
 LA0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0245.GEOID18 height accuracy estimate available here.
 LA0245
 LA0245.Click photographs - Photos may exist for this station.
 LA0245
 LA0245.The dynamic height is computed by dividing the NAVD 88
 LA0245.geopotential number by the normal gravity value computed on the
 LA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0245.degrees latitude (g = 980.6199 gals.).
 LA0245
 LA0245.The modeled gravity was interpolated from observed gravity values.
 LA0245
 LA0245;                    North         East    Units  Estimated Accuracy
 LA0245;SPC IN E     -   546,750.      163,430.      MT  (+/- 180 meters Scaled)
 LA0245
 LA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK769487(NAD 83)
 LA0245
 LA0245                          SUPERSEDED SURVEY CONTROL
 LA0245
 LA0245  NGVD 29 (??/??/92)  341.351  (m)         1119.92   (f) ADJ UNCH    2 0
 LA0245
 LA0245.Superseded values are not recommended for survey control.
 LA0245
 LA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0245.See file dsdata.pdf to determine how the superseded data were derived.
 LA0245
 LA0245_MARKER: DB = BENCH MARK DISK
 LA0245_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0245_SP_SET: BUILDING WALL
 LA0245_STAMPING: D 246 1947
 LA0245_MARK LOGO: CGS
 LA0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0245+STABILITY: SURFACE MOTION
 LA0245
 LA0245  HISTORY     - Date     Condition        Report By
 LA0245  HISTORY     - 1947     MONUMENTED       CGS
 LA0245  HISTORY     - 19860730 GOOD             NGS
 LA0245
 LA0245                          STATION DESCRIPTION
 LA0245
 LA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0245'3.1 MI E FROM WINCHESTER.
 LA0245'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 LA0245'AT WINCHESTER, AT THE WINCHESTER AIRPORT, SET VERTICALLY IN THE
 LA0245'NORTH WALL AND 1.3 FEET EAST OF THE NORTHWEST CORNER OF THE CONCRETE
 LA0245'BLOCK HANGAR AND OFFICE BUILDING, AND 3.7 FEET ABOVE THE GROUND.
 LA0245
 LA0245                          STATION RECOVERY (1986)
 LA0245
 LA0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LA0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1093 ***********************************************************************
 LA1093  DESIGNATION -  D 247
 LA1093  PID         -  LA1093
 LA1093  STATE/COUNTY-  IN/JAY
 LA1093  COUNTRY     -  US
 LA1093  USGS QUAD   -  BLAINE (2019)
 LA1093
 LA1093                         *CURRENT SURVEY CONTROL
 LA1093  ______________________________________________________________________
 LA1093* NAD 83(1986) POSITION- 40 26 20.     (N) 085 00 15.     (W)   SCALED
 LA1093* NAVD 88 ORTHO HEIGHT -   278.350 (meters)      913.22  (feet) ADJUSTED
 LA1093  ______________________________________________________________________
 LA1093  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LA1093  DYNAMIC HEIGHT  -        278.211 (meters)      912.76  (feet) COMP
 LA1093  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 LA1093
 LA1093  VERT ORDER      -  SECOND    CLASS 0
 LA1093
 LA1093.The horizontal coordinates were scaled from a map and have
 LA1093.an estimated accuracy of +/- 6 seconds.
 LA1093
 LA1093.The orthometric height was determined by differential leveling and
 LA1093.adjusted by the NATIONAL GEODETIC SURVEY
 LA1093.in June 1991.
 LA1093
 LA1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1093.GEOID18 height accuracy estimate available here.
 LA1093
 LA1093.Click photographs - Photos may exist for this station.
 LA1093
 LA1093.The dynamic height is computed by dividing the NAVD 88
 LA1093.geopotential number by the normal gravity value computed on the
 LA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1093.degrees latitude (g = 980.6199 gals.).
 LA1093
 LA1093.The modeled gravity was interpolated from observed gravity values.
 LA1093
 LA1093;                    North         East    Units  Estimated Accuracy
 LA1093;SPC IN E     -   576,460.      156,210.      MT  (+/- 180 meters Scaled)
 LA1093
 LA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK692783(NAD 83)
 LA1093
 LA1093                          SUPERSEDED SURVEY CONTROL
 LA1093
 LA1093  NGVD 29 (??/??/92)  278.499  (m)          913.71   (f) ADJ UNCH    2 0
 LA1093
 LA1093.Superseded values are not recommended for survey control.
 LA1093
 LA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1093.See file dsdata.pdf to determine how the superseded data were derived.
 LA1093
 LA1093_MARKER: DB = BENCH MARK DISK
 LA1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1093_STAMPING: D 247 1947
 LA1093_MARK LOGO: CGS
 LA1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1093+STABILITY: SURFACE MOTION
 LA1093
 LA1093  HISTORY     - Date     Condition        Report By
 LA1093  HISTORY     - 1947     MONUMENTED       CGS
 LA1093  HISTORY     - 19870730 GOOD             NGS
 LA1093
 LA1093                          STATION DESCRIPTION
 LA1093
 LA1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1093'1.9 MI W FROM PORTLAND.
 LA1093'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 LA1093'AT PORTLAND, ABOUT 0.75 MILE WEST OF THE PORTLAND CITY LIMITS,
 LA1093'AT THE SOUTHEAST CORNER OF A FARM HOUSE YARD ON THE NORTH
 LA1093'SIDE OF THE HIGHWAY, 39.5 FEET NORTH OF THE CENTER LINE OF THE
 LA1093'HIGHWAY, 71 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY TO THE
 LA1093'FARM HOUSE, 25 FEET EAST OF A FENCE CORNER, 105 FEET EAST-NORTHEAST
 LA1093'AND ACROSS THE DRIVEWAY FROM A 36-INCH OAK TREE, 1 FOOT SOUTH
 LA1093'OF THE NORTH RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BEOW THE LEVEL
 LA1093'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1093'ABOUT 4 INCHES.
 LA1093
 LA1093                          STATION RECOVERY (1987)
 LA1093
 LA1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LA1093'FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROUTES 26 AND 67 AT
 LA1093'THE NORTH SIDE OF PORTLAND, GO WEST ON STATE ROUTES 26 AND 67 FOR 1.4
 LA1093'MILES (2.3 KM) TO A DRIVEWAY RIGHT TO A FARM HOUSE AND THE STATION,
 LA1093'THIS IS ABOUT 0.6 MILE (1.0 KM) EAST OF WHERE STATE ROUTES 26 AND 67
 LA1093'FORK APART, 71.0 FEET (21.6 M) EAST OF THE CENTER OF THE DRIVEWAY,
 LA1093'39.5 FEET (12.0 M) NORTH OF THE CENTER OF STATE ROUTES 26 AND 67,
 LA1093'25.0 FEET (7.6 M) EAST OF A FENCE CORNER AND 1.0 FEET (0.3 M) SOUTH
 LA1093'OF A EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1260 ***********************************************************************
 LA1260  DESIGNATION -  D 248
 LA1260  PID         -  LA1260
 LA1260  STATE/COUNTY-  IN/DELAWARE
 LA1260  COUNTRY     -  US
 LA1260  USGS QUAD   -  MIDDLETOWN (2019)
 LA1260
 LA1260                         *CURRENT SURVEY CONTROL
 LA1260  ______________________________________________________________________
 LA1260* NAD 83(1986) POSITION- 40 06 21.     (N) 085 29 59.     (W)   SCALED
 LA1260* NAVD 88 ORTHO HEIGHT -   293.428 (meters)      962.69  (feet) ADJUSTED
 LA1260  ______________________________________________________________________
 LA1260  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LA1260  DYNAMIC HEIGHT  -        293.270 (meters)      962.17  (feet) COMP
 LA1260  MODELED GRAVITY -    980,081.8   (mgal)                       NAVD 88
 LA1260
 LA1260  VERT ORDER      -  SECOND    CLASS 0
 LA1260
 LA1260.The horizontal coordinates were scaled from a map and have
 LA1260.an estimated accuracy of +/- 6 seconds.
 LA1260
 LA1260.The orthometric height was determined by differential leveling and
 LA1260.adjusted by the NATIONAL GEODETIC SURVEY
 LA1260.in June 1991.
 LA1260
 LA1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1260.GEOID18 height accuracy estimate available here.
 LA1260
 LA1260.Click photographs - Photos may exist for this station.
 LA1260
 LA1260.The dynamic height is computed by dividing the NAVD 88
 LA1260.geopotential number by the normal gravity value computed on the
 LA1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1260.degrees latitude (g = 980.6199 gals.).
 LA1260
 LA1260.The modeled gravity was interpolated from observed gravity values.
 LA1260
 LA1260;                    North         East    Units  Estimated Accuracy
 LA1260;SPC IN E     -   539,280.      114,230.      MT  (+/- 180 meters Scaled)
 LA1260
 LA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278405(NAD 83)
 LA1260
 LA1260                          SUPERSEDED SURVEY CONTROL
 LA1260
 LA1260  NGVD 29 (??/??/92)  293.562  (m)          963.13   (f) ADJ UNCH    2 0
 LA1260
 LA1260.Superseded values are not recommended for survey control.
 LA1260
 LA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1260.See file dsdata.pdf to determine how the superseded data were derived.
 LA1260
 LA1260_MARKER: DB = BENCH MARK DISK
 LA1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1260_STAMPING: D 248 1947
 LA1260_MARK LOGO: CGS
 LA1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1260+STABILITY: SURFACE MOTION
 LA1260
 LA1260  HISTORY     - Date     Condition        Report By
 LA1260  HISTORY     - 1947     MONUMENTED       CGS
 LA1260
 LA1260                          STATION DESCRIPTION
 LA1260
 LA1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1260'1 MI N FROM CROSSROADS.
 LA1260'ABOUT 1.0 MILE NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 LA1260'LUTHERAN CHURCH AT CROSSROADS, ABOUT 0.55 MILE SOUTH OF THE
 LA1260'INTERSECTION OF STATE HIGHWAY 67, AT THE JUNCTION OF A ROAD
 LA1260'LEADING EAST, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 LA1260'FEET SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 21
 LA1260'FEET SOUTH OF A FENCE CORNER, 17.5 FEET SOUTH OF POWER POLE
 LA1260'NO. DE 93 109, 1 FOOT EAST OF THE FENCE LINE, ABOUT 0.5 FOOT
 LA1260'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1260'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1711 ***********************************************************************
 JZ1711  DESIGNATION -  D 249
 JZ1711  PID         -  JZ1711
 JZ1711  STATE/COUNTY-  IN/HENRY
 JZ1711  COUNTRY     -  US
 JZ1711  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1711
 JZ1711                         *CURRENT SURVEY CONTROL
 JZ1711  ______________________________________________________________________
 JZ1711* NAD 83(1986) POSITION- 39 58 31.6    (N) 085 15 03.9    (W)   HD_HELD2
 JZ1711* NAVD 88 ORTHO HEIGHT -   341.748 (meters)     1121.22  (feet) ADJUSTED
 JZ1711  ______________________________________________________________________
 JZ1711  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 JZ1711  DYNAMIC HEIGHT  -        341.556 (meters)     1120.59  (feet) COMP
 JZ1711  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 JZ1711
 JZ1711  VERT ORDER      -  SECOND    CLASS 0
 JZ1711
 JZ1711.The horizontal coordinates were established by autonomous hand held GPS
 JZ1711.observations and have an estimated accuracy of +/- 10 meters.
 JZ1711
 JZ1711.The orthometric height was determined by differential leveling and
 JZ1711.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1711.in June 1991.
 JZ1711
 JZ1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1711.GEOID18 height accuracy estimate available here.
 JZ1711
 JZ1711.Click photographs - Photos may exist for this station.
 JZ1711
 JZ1711.The dynamic height is computed by dividing the NAVD 88
 JZ1711.geopotential number by the normal gravity value computed on the
 JZ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1711.degrees latitude (g = 980.6199 gals.).
 JZ1711
 JZ1711.The modeled gravity was interpolated from observed gravity values.
 JZ1711
 JZ1711;                    North         East    Units  Estimated Accuracy
 JZ1711;SPC IN E     -   524,874.      135,500.      MT  (+/- 10 meters HH2 GPS)
 JZ1711
 JZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4934426496(NAD 83)
 JZ1711
 JZ1711                          SUPERSEDED SURVEY CONTROL
 JZ1711
 JZ1711  NGVD 29 (??/??/92)  341.879  (m)         1121.65   (f) ADJ UNCH    2 0
 JZ1711
 JZ1711.Superseded values are not recommended for survey control.
 JZ1711
 JZ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1711.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1711
 JZ1711_MARKER: DB = BENCH MARK DISK
 JZ1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1711_STAMPING: D 249 1947
 JZ1711_MARK LOGO: CGS
 JZ1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1711+STABILITY: SURFACE MOTION
 JZ1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1711+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 JZ1711
 JZ1711  HISTORY     - Date     Condition        Report By
 JZ1711  HISTORY     - 1947     MONUMENTED       CGS
 JZ1711  HISTORY     - 20051026 GOOD             GEOCAC
 JZ1711
 JZ1711                          STATION DESCRIPTION
 JZ1711
 JZ1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1711'1.3 MI S FROM MOORELAND.
 JZ1711'ABOUT 1.3 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1711'AT MOORELAND, 0.4 MILE NORTH OF A STEEL BRIDGE OVER BIG FLAT
 JZ1711'RIVER, IN THE NORTHEAST QUARTER OF A CROSS ROAD, 30 FEET EAST
 JZ1711'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 81 FEET NORTH OF THE
 JZ1711'CENTER LINE OF THE EAST-WEST ROAD, 63 FEET NORTH OF A FENCE
 JZ1711'CORNER, 13.5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 JZ1711'WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1711'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1711'PROJECTING ABOUT 3 INCHES.
 JZ1711
 JZ1711                          STATION RECOVERY (2005)
 JZ1711
 JZ1711'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1711'WIRE FENCE AND WITNESS POST ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0310 ***********************************************************************
 ME0310  DESIGNATION -  D 25
 ME0310  PID         -  ME0310
 ME0310  STATE/COUNTY-  IN/MARSHALL
 ME0310  COUNTRY     -  US
 ME0310  USGS QUAD   -  DONALDSON (2019)
 ME0310
 ME0310                         *CURRENT SURVEY CONTROL
 ME0310  ______________________________________________________________________
 ME0310* NAD 83(1986) POSITION- 41 16 00.     (N) 086 22 37.     (W)   SCALED
 ME0310* NAVD 88 ORTHO HEIGHT -   232.101 (meters)      761.48  (feet) ADJUSTED
 ME0310  ______________________________________________________________________
 ME0310  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 ME0310  DYNAMIC HEIGHT  -        232.003 (meters)      761.16  (feet) COMP
 ME0310  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 ME0310
 ME0310  VERT ORDER      -  SECOND    CLASS 0
 ME0310
 ME0310.The horizontal coordinates were scaled from a map and have
 ME0310.an estimated accuracy of +/- 6 seconds.
 ME0310
 ME0310.The orthometric height was determined by differential leveling and
 ME0310.adjusted by the NATIONAL GEODETIC SURVEY
 ME0310.in June 1991.
 ME0310
 ME0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0310.GEOID18 height accuracy estimate available here.
 ME0310
 ME0310.Click photographs - Photos may exist for this station.
 ME0310
 ME0310.The dynamic height is computed by dividing the NAVD 88
 ME0310.geopotential number by the normal gravity value computed on the
 ME0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0310.degrees latitude (g = 980.6199 gals.).
 ME0310
 ME0310.The modeled gravity was interpolated from observed gravity values.
 ME0310
 ME0310;                    North         East    Units  Estimated Accuracy
 ME0310;SPC IN E     -   668,420.       40,480.      MT  (+/- 180 meters Scaled)
 ME0310
 ME0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL521685(NAD 83)
 ME0310
 ME0310                          SUPERSEDED SURVEY CONTROL
 ME0310
 ME0310  NGVD 29 (??/??/92)  232.218  (m)          761.87   (f) ADJ UNCH    2 0
 ME0310
 ME0310.Superseded values are not recommended for survey control.
 ME0310
 ME0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0310.See file dsdata.pdf to determine how the superseded data were derived.
 ME0310
 ME0310_MARKER: DB = BENCH MARK DISK
 ME0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0310_STAMPING: D 25 1934
 ME0310_MARK LOGO: CGS
 ME0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0310+STABILITY: SURFACE MOTION
 ME0310
 ME0310  HISTORY     - Date     Condition        Report By
 ME0310  HISTORY     - 1934     MONUMENTED       CGS
 ME0310  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0310
 ME0310                          STATION DESCRIPTION
 ME0310
 ME0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0310'6.2 MI S FROM PLYMOUTH.
 ME0310'6.2 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0310'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0310'COUNTY, 1.1 MILES NORTH OF HIBBARD, 0.15 MILE SOUTH OF MILEPOST
 ME0310'TH 153, 25 YARDS NORTHWEST OF A RAILROAD SEMAPHORE SIGNAL TOWER,
 ME0310'13 YARDS WEST OF THE WEST RAIL, 7-1/2 YARDS NORTH OF THE NORTH
 ME0310'EDGE OF A MACADAM ROAD, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 ME0310'STANDARD DISK, STAMPED D 25 1934 AND SET IN THE TOP OF A CONCRETE
 ME0310'POST PROJECTING 3 INCHES ABOVE GROUND.
 ME0310
 ME0310                          STATION RECOVERY (1958)
 ME0310
 ME0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1008 ***********************************************************************
 LA1008  DESIGNATION -  D 250
 LA1008  PID         -  LA1008
 LA1008  STATE/COUNTY-  IN/DELAWARE
 LA1008  COUNTRY     -  US
 LA1008  USGS QUAD   -  MUNCIE EAST (2019)
 LA1008
 LA1008                         *CURRENT SURVEY CONTROL
 LA1008  ______________________________________________________________________
 LA1008* NAD 83(1986) POSITION- 40 09 31.     (N) 085 18 47.     (W)   SCALED
 LA1008* NAVD 88 ORTHO HEIGHT -   300.945 (meters)      987.35  (feet) ADJUSTED
 LA1008  ______________________________________________________________________
 LA1008  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LA1008  DYNAMIC HEIGHT  -        300.783 (meters)      986.82  (feet) COMP
 LA1008  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 LA1008
 LA1008  VERT ORDER      -  SECOND    CLASS 0
 LA1008
 LA1008.The horizontal coordinates were scaled from a map and have
 LA1008.an estimated accuracy of +/- 6 seconds.
 LA1008
 LA1008.The orthometric height was determined by differential leveling and
 LA1008.adjusted by the NATIONAL GEODETIC SURVEY
 LA1008.in June 1991.
 LA1008
 LA1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1008.GEOID18 height accuracy estimate available here.
 LA1008
 LA1008.Click photographs - Photos may exist for this station.
 LA1008
 LA1008.The dynamic height is computed by dividing the NAVD 88
 LA1008.geopotential number by the normal gravity value computed on the
 LA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1008.degrees latitude (g = 980.6199 gals.).
 LA1008
 LA1008.The modeled gravity was interpolated from observed gravity values.
 LA1008
 LA1008;                    North         East    Units  Estimated Accuracy
 LA1008;SPC IN E     -   545,190.      130,130.      MT  (+/- 180 meters Scaled)
 LA1008
 LA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK436467(NAD 83)
 LA1008
 LA1008                          SUPERSEDED SURVEY CONTROL
 LA1008
 LA1008  NGVD 29 (??/??/92)  301.080  (m)          987.79   (f) ADJ UNCH    2 0
 LA1008
 LA1008.Superseded values are not recommended for survey control.
 LA1008
 LA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1008.See file dsdata.pdf to determine how the superseded data were derived.
 LA1008
 LA1008_MARKER: DB = BENCH MARK DISK
 LA1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1008_STAMPING: D 250 1947
 LA1008_MARK LOGO: CGS
 LA1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1008+STABILITY: SURFACE MOTION
 LA1008
 LA1008  HISTORY     - Date     Condition        Report By
 LA1008  HISTORY     - 1947     MONUMENTED       CGS
 LA1008  HISTORY     - 20091014 MARK NOT FOUND   INDOT
 LA1008
 LA1008                          STATION DESCRIPTION
 LA1008
 LA1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1008'4.6 MI SW FROM SELMA.
 LA1008'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL
 LA1008'AT SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A BLACK TOP ROAD,
 LA1008'THENCE ABOUT 0.15 MILE WEST AND 0.3 MILE SOUTH ALONG A BLACK
 LA1008'TOP ROAD, ABOUT 0.25 MILE SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 LA1008'CEMETERY, AT THE NORTHEAST CORNER OF THE REESE AIRPORT, 17 FEET
 LA1008'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 29.5 FEET SOUTH OF
 LA1008'THE FENCE CORNER OF THE AIRPORT, 15 FEET SOUTH OF THE SOUTH
 LA1008'POST OF A GATE INTO THE FIELD, 1 FOOT WEST OF THE FENCE LINE,
 LA1008'18.5 FEET SOUTHEAST OF AN OLD GAS WELL, 2.5 FEET NORTH OF A
 LA1008'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LA1008'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1008
 LA1008                          STATION RECOVERY (2009)
 LA1008
 LA1008'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1008'FENCE CORNER, GATE POST, FENCE LINE, AND WHITE WOODEN WITNESS POST
 LA1008'CALLED FOR ARE NOW GONE.  OLD GAS WELL CALLED FOR NOT FOUND.  SITE
 LA1008'NORTH OF AIRPORT IS A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1704 ***********************************************************************
 JZ1704  DESIGNATION -  D 251
 JZ1704  PID         -  JZ1704
 JZ1704  STATE/COUNTY-  IN/HENRY
 JZ1704  COUNTRY     -  US
 JZ1704  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1704
 JZ1704                         *CURRENT SURVEY CONTROL
 JZ1704  ______________________________________________________________________
 JZ1704* NAD 83(1986) POSITION- 39 57 39.     (N) 085 23 26.     (W)   SCALED
 JZ1704* NAVD 88 ORTHO HEIGHT -   327.148 (meters)     1073.32  (feet) ADJUSTED
 JZ1704  ______________________________________________________________________
 JZ1704  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JZ1704  DYNAMIC HEIGHT  -        326.967 (meters)     1072.72  (feet) COMP
 JZ1704  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JZ1704
 JZ1704  VERT ORDER      -  SECOND    CLASS 0
 JZ1704
 JZ1704.The horizontal coordinates were scaled from a map and have
 JZ1704.an estimated accuracy of +/- 6 seconds.
 JZ1704
 JZ1704.The orthometric height was determined by differential leveling and
 JZ1704.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1704.in June 1991.
 JZ1704
 JZ1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1704.GEOID18 height accuracy estimate available here.
 JZ1704
 JZ1704.Click photographs - Photos may exist for this station.
 JZ1704
 JZ1704.The dynamic height is computed by dividing the NAVD 88
 JZ1704.geopotential number by the normal gravity value computed on the
 JZ1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1704.degrees latitude (g = 980.6199 gals.).
 JZ1704
 JZ1704.The modeled gravity was interpolated from observed gravity values.
 JZ1704
 JZ1704;                    North         East    Units  Estimated Accuracy
 JZ1704;SPC IN E     -   523,210.      123,590.      MT  (+/- 180 meters Scaled)
 JZ1704
 JZ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK374246(NAD 83)
 JZ1704
 JZ1704                          SUPERSEDED SURVEY CONTROL
 JZ1704
 JZ1704  NGVD 29 (??/??/92)  327.278  (m)         1073.74   (f) ADJ UNCH    2 0
 JZ1704
 JZ1704.Superseded values are not recommended for survey control.
 JZ1704
 JZ1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1704.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1704
 JZ1704_MARKER: DB = BENCH MARK DISK
 JZ1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1704_STAMPING: D 251 1947
 JZ1704_MARK LOGO: CGS
 JZ1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1704+STABILITY: SURFACE MOTION
 JZ1704
 JZ1704  HISTORY     - Date     Condition        Report By
 JZ1704  HISTORY     - 1947     MONUMENTED       CGS
 JZ1704  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1704
 JZ1704                          STATION DESCRIPTION
 JZ1704
 JZ1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1704'2.4 MI NW FROM NEW CASTLE.
 JZ1704'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1704'WITH STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 0.35 MILE WEST
 JZ1704'ALONG A GRAVEL ROAD, AT THE NORTH SIDE OF THE WESTERN AIRPORT,
 JZ1704'161.5 FEET WEST OF THE NORTHEAST CORNER OF THE FIELD, 17 FEET
 JZ1704'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 85 FEET NORTHEAST OF
 JZ1704'THE NORTHEAST CORNER OF A SMALL TIN OFFICE BUILDING, 5 FEET
 JZ1704'SOUTHWEST OF POWER POLE NO. 812/1141, 2 FEET SOUTH OF A WHITE
 JZ1704'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1704'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ1704
 JZ1704                          STATION RECOVERY (1960)
 JZ1704
 JZ1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ1704'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1625 ***********************************************************************
 JZ1625  DESIGNATION -  D 252
 JZ1625  PID         -  JZ1625
 JZ1625  STATE/COUNTY-  IN/RUSH
 JZ1625  COUNTRY     -  US
 JZ1625  USGS QUAD   -  MAYS (2019)
 JZ1625
 JZ1625                         *CURRENT SURVEY CONTROL
 JZ1625  ______________________________________________________________________
 JZ1625* NAD 83(1986) POSITION- 39 41 05.0    (N) 085 26 26.2    (W)   HD_HELD2
 JZ1625* NAVD 88 ORTHO HEIGHT -   302.901 (meters)      993.77  (feet) ADJUSTED
 JZ1625  ______________________________________________________________________
 JZ1625  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ1625  DYNAMIC HEIGHT  -        302.723 (meters)      993.18  (feet) COMP
 JZ1625  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 JZ1625
 JZ1625  VERT ORDER      -  SECOND    CLASS 0
 JZ1625
 JZ1625.The horizontal coordinates were established by autonomous hand held GPS
 JZ1625.observations and have an estimated accuracy of +/- 10 meters.
 JZ1625
 JZ1625.The orthometric height was determined by differential leveling and
 JZ1625.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1625.in June 1991.
 JZ1625
 JZ1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1625.GEOID18 height accuracy estimate available here.
 JZ1625
 JZ1625.Click photographs - Photos may exist for this station.
 JZ1625
 JZ1625.The dynamic height is computed by dividing the NAVD 88
 JZ1625.geopotential number by the normal gravity value computed on the
 JZ1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1625.degrees latitude (g = 980.6199 gals.).
 JZ1625
 JZ1625.The modeled gravity was interpolated from observed gravity values.
 JZ1625
 JZ1625;                    North         East    Units  Estimated Accuracy
 JZ1625;SPC IN E     -   492,537.      119,392.      MT  (+/- 10 meters HH2 GPS)
 JZ1625
 JZ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3372293927(NAD 83)
 JZ1625
 JZ1625                          SUPERSEDED SURVEY CONTROL
 JZ1625
 JZ1625  NGVD 29 (??/??/92)  303.030  (m)          994.19   (f) ADJ UNCH    2 0
 JZ1625
 JZ1625.Superseded values are not recommended for survey control.
 JZ1625
 JZ1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1625.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1625
 JZ1625_MARKER: DB = BENCH MARK DISK
 JZ1625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1625_SP_SET: CULVERT HEADWALL
 JZ1625_STAMPING: D 252 1947
 JZ1625_MARK LOGO: CGS
 JZ1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1625+STABILITY: SURFACE MOTION
 JZ1625
 JZ1625  HISTORY     - Date     Condition        Report By
 JZ1625  HISTORY     - 1947     MONUMENTED       CGS
 JZ1625
 JZ1625                          STATION DESCRIPTION
 JZ1625
 JZ1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1625'5.5 MI N FROM RUSHVILLE.
 JZ1625'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT
 JZ1625'HOUSE AT RUSHVILLE, ABOUT 0.25 MILE NORTH OF A Y JUNCTION WITH
 JZ1625'A ROAD LEADING SOUTH, IN THE TOP OF THE NORTH END OF THE WEST
 JZ1625'HEADWALL OF A 6-FOOT CONCRETE CULVERT NUMBER 38, ABOUT 50 YARDS
 JZ1625'NORTHEAST OF AN ABANDONED SCHOOL BUILDING, 18 FEET WEST OF THE
 JZ1625'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1547 ***********************************************************************
 JZ1547  DESIGNATION -  D 253
 JZ1547  PID         -  JZ1547
 JZ1547  STATE/COUNTY-  IN/RUSH
 JZ1547  COUNTRY     -  US
 JZ1547  USGS QUAD   -  MAYS (2019)
 JZ1547
 JZ1547                         *CURRENT SURVEY CONTROL
 JZ1547  ______________________________________________________________________
 JZ1547* NAD 83(1986) POSITION- 39 42 00.     (N) 085 23 21.     (W)   SCALED
 JZ1547* NAVD 88 ORTHO HEIGHT -   300.970 (meters)      987.43  (feet) ADJUSTED
 JZ1547  ______________________________________________________________________
 JZ1547  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ1547  DYNAMIC HEIGHT  -        300.793 (meters)      986.85  (feet) COMP
 JZ1547  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 JZ1547
 JZ1547  VERT ORDER      -  SECOND    CLASS 0
 JZ1547
 JZ1547.The horizontal coordinates were scaled from a map and have
 JZ1547.an estimated accuracy of +/- 6 seconds.
 JZ1547
 JZ1547.The orthometric height was determined by differential leveling and
 JZ1547.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1547.in June 1991.
 JZ1547
 JZ1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1547.GEOID18 height accuracy estimate available here.
 JZ1547
 JZ1547.Click photographs - Photos may exist for this station.
 JZ1547
 JZ1547.The dynamic height is computed by dividing the NAVD 88
 JZ1547.geopotential number by the normal gravity value computed on the
 JZ1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1547.degrees latitude (g = 980.6199 gals.).
 JZ1547
 JZ1547.The modeled gravity was interpolated from observed gravity values.
 JZ1547
 JZ1547;                    North         East    Units  Estimated Accuracy
 JZ1547;SPC IN E     -   494,250.      123,800.      MT  (+/- 180 meters Scaled)
 JZ1547
 JZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ381957(NAD 83)
 JZ1547
 JZ1547                          SUPERSEDED SURVEY CONTROL
 JZ1547
 JZ1547  NGVD 29 (??/??/92)  301.100  (m)          987.86   (f) ADJ UNCH    2 0
 JZ1547
 JZ1547.Superseded values are not recommended for survey control.
 JZ1547
 JZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1547.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1547
 JZ1547_MARKER: DB = BENCH MARK DISK
 JZ1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1547_STAMPING: D 253 1947
 JZ1547_MARK LOGO: CGS
 JZ1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1547+STABILITY: SURFACE MOTION
 JZ1547
 JZ1547  HISTORY     - Date     Condition        Report By
 JZ1547  HISTORY     - 1947     MONUMENTED       CGS
 JZ1547
 JZ1547                          STATION DESCRIPTION
 JZ1547
 JZ1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1547'2.5 MI E FROM SEXTON.
 JZ1547'ABOUT 2.5 MILES EAST ALONG A GRAVEL ROAD FROM THE NEW YORK,
 JZ1547'CHICAGO AND ST. LOUIS RAILROAD CROSSING AT SEXTON, AT THE
 JZ1547'JUNCTION WITH A ROAD LEADING NORTH, 16 FEET NORTH OF THE CENTER
 JZ1547'LINE OF THE EAST-WEST ROAD, 33 FEET WEST OF THE CENTER LINE OF THE
 JZ1547'ROAD LEADING NORTH, 1 FOOT SOUTH OF A FENCE LINE, 16 FEET WEST
 JZ1547'OF A FENCE CORNER, 7 FEET EAST OF POWER POLE NUMBER 130, 2 FEET
 JZ1547'WEST OF A WHITE WOODEN WITNESS POST, ONE-HALF FOOT ABOVE ROAD
 JZ1547'LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 JZ1547'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1559 ***********************************************************************
 JZ1559  DESIGNATION -  D 254
 JZ1559  PID         -  JZ1559
 JZ1559  STATE/COUNTY-  IN/RUSH
 JZ1559  COUNTRY     -  US
 JZ1559  USGS QUAD   -  FALMOUTH (2019)
 JZ1559
 JZ1559                         *CURRENT SURVEY CONTROL
 JZ1559  ______________________________________________________________________
 JZ1559* NAD 83(1986) POSITION- 39 41 15.2    (N) 085 18 05.2    (W)   HD_HELD2
 JZ1559* NAVD 88 ORTHO HEIGHT -   323.549 (meters)     1061.51  (feet) ADJUSTED
 JZ1559  ______________________________________________________________________
 JZ1559  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 JZ1559  DYNAMIC HEIGHT  -        323.358 (meters)     1060.88  (feet) COMP
 JZ1559  MODELED GRAVITY -    980,026.8   (mgal)                       NAVD 88
 JZ1559
 JZ1559  VERT ORDER      -  SECOND    CLASS 0
 JZ1559
 JZ1559.The horizontal coordinates were established by autonomous hand held GPS
 JZ1559.observations and have an estimated accuracy of +/- 10 meters.
 JZ1559
 JZ1559.The orthometric height was determined by differential leveling and
 JZ1559.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1559.in June 1991.
 JZ1559
 JZ1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1559.GEOID18 height accuracy estimate available here.
 JZ1559
 JZ1559.Click photographs - Photos may exist for this station.
 JZ1559
 JZ1559.The dynamic height is computed by dividing the NAVD 88
 JZ1559.geopotential number by the normal gravity value computed on the
 JZ1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1559.degrees latitude (g = 980.6199 gals.).
 JZ1559
 JZ1559.The modeled gravity was interpolated from observed gravity values.
 JZ1559
 JZ1559;                    North         East    Units  Estimated Accuracy
 JZ1559;SPC IN E     -   492,891.      131,328.      MT  (+/- 10 meters HH2 GPS)
 JZ1559
 JZ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4565094458(NAD 83)
 JZ1559
 JZ1559                          SUPERSEDED SURVEY CONTROL
 JZ1559
 JZ1559  NGVD 29 (??/??/92)  323.681  (m)         1061.94   (f) ADJ UNCH    2 0
 JZ1559
 JZ1559.Superseded values are not recommended for survey control.
 JZ1559
 JZ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1559.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1559
 JZ1559_MARKER: DB = BENCH MARK DISK
 JZ1559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1559_SP_SET: BUILDING
 JZ1559_STAMPING: D 254 1947
 JZ1559_MARK LOGO: CGS
 JZ1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1559+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1559
 JZ1559  HISTORY     - Date     Condition        Report By
 JZ1559  HISTORY     - 1947     MONUMENTED       CGS
 JZ1559  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1559
 JZ1559                          STATION DESCRIPTION
 JZ1559
 JZ1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1559'1 MI S FROM FALMOUTH.
 JZ1559'ABOUT 0.95 MILE SOUTH ALONG THE COUNTY LINE ROAD FROM THE
 JZ1559'CROSSROADS AT FALMOUTH, 0.1 MILE NORTH OF A CROSSROAD, SET
 JZ1559'VERTICALLY IN THE NORTH FACE OF THE NORTHWEST CORNER OF FAIRVIEW
 JZ1559'CHRISTIAN CHURCH BUILDING, AT THE REAR OF THE BUILDING, 119
 JZ1559'FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE GROUND
 JZ1559'AND 1.5 FEET EAST OF THE CORNER.
 JZ1559
 JZ1559                          STATION RECOVERY (2005)
 JZ1559
 JZ1559'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1585 ***********************************************************************
 JZ1585  DESIGNATION -  D 255
 JZ1585  PID         -  JZ1585
 JZ1585  STATE/COUNTY-  IN/WAYNE
 JZ1585  COUNTRY     -  US
 JZ1585  USGS QUAD   -  JACKSONBURG (2019)
 JZ1585
 JZ1585                         *CURRENT SURVEY CONTROL
 JZ1585  ______________________________________________________________________
 JZ1585* NAD 83(1986) POSITION- 39 47 34.     (N) 085 02 24.     (W)   SCALED
 JZ1585* NAVD 88 ORTHO HEIGHT -   293.970 (meters)      964.47  (feet) ADJUSTED
 JZ1585  ______________________________________________________________________
 JZ1585  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 JZ1585  DYNAMIC HEIGHT  -        293.798 (meters)      963.90  (feet) COMP
 JZ1585  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 JZ1585
 JZ1585  VERT ORDER      -  SECOND    CLASS 0
 JZ1585
 JZ1585.The horizontal coordinates were scaled from a map and have
 JZ1585.an estimated accuracy of +/- 6 seconds.
 JZ1585
 JZ1585.The orthometric height was determined by differential leveling and
 JZ1585.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1585.in June 1991.
 JZ1585
 JZ1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1585.GEOID18 height accuracy estimate available here.
 JZ1585
 JZ1585.Click photographs - Photos may exist for this station.
 JZ1585
 JZ1585.The dynamic height is computed by dividing the NAVD 88
 JZ1585.geopotential number by the normal gravity value computed on the
 JZ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1585.degrees latitude (g = 980.6199 gals.).
 JZ1585
 JZ1585.The modeled gravity was interpolated from observed gravity values.
 JZ1585
 JZ1585;                    North         East    Units  Estimated Accuracy
 JZ1585;SPC IN E     -   504,700.      153,670.      MT  (+/- 180 meters Scaled)
 JZ1585
 JZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK678065(NAD 83)
 JZ1585
 JZ1585                          SUPERSEDED SURVEY CONTROL
 JZ1585
 JZ1585  NGVD 29 (??/??/92)  294.110  (m)          964.93   (f) ADJ UNCH    2 0
 JZ1585
 JZ1585.Superseded values are not recommended for survey control.
 JZ1585
 JZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1585.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1585
 JZ1585_MARKER: DB = BENCH MARK DISK
 JZ1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1585_SP_SET: BRIDGE
 JZ1585_STAMPING: D 255 1947
 JZ1585_MARK LOGO: CGS
 JZ1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1585
 JZ1585  HISTORY     - Date     Condition        Report By
 JZ1585  HISTORY     - 1947     MONUMENTED       CGS
 JZ1585  HISTORY     - 20030410 MARK NOT FOUND   GEOCAC
 JZ1585
 JZ1585                          STATION DESCRIPTION
 JZ1585
 JZ1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1585'5.4 MI SE FROM PENNVILLE.
 JZ1585'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JZ1585'THE JACKSONBURG ROAD AT PENNVILLE, THENCE 0.75 MILE SOUTH, 0.75
 JZ1585'MILE EAST AND 0.85 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 75
 JZ1585'YARDS SOUTHWEST OF RAYMOND RUSKS FARM HOUSE, IN THE TOP OF THE
 JZ1585'NORTHWEST END OF THE SOUTHEAST WINGWALL OF A 12-FOOT CONCRETE
 JZ1585'BRIDGE 11 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 JZ1585'EAST OF THE BRIDGE RAILING, AND ABOUT LEVEL WITH THE BRIDGE
 JZ1585'FLOOR.
 JZ1585
 JZ1585                          STATION RECOVERY (2003)
 JZ1585
 JZ1585'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1585'CONCRETE BRIDGE HAS BEEN REPLACED BY METAL PIPE.  NO WINGWALLS ARE
 JZ1585'EVIDENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0936 ***********************************************************************
 ME0936  DESIGNATION -  D 256
 ME0936  PID         -  ME0936
 ME0936  STATE/COUNTY-  IN/LAKE
 ME0936  COUNTRY     -  US
 ME0936  USGS QUAD   -  GARY (2019)
 ME0936
 ME0936                         *CURRENT SURVEY CONTROL
 ME0936  ______________________________________________________________________
 ME0936* NAD 83(1986) POSITION- 41 30 49.     (N) 087 21 37.     (W)   SCALED
 ME0936* NAVD 88 ORTHO HEIGHT -   192.598 (meters)      631.88  (feet) ADJUSTED
 ME0936  ______________________________________________________________________
 ME0936  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 ME0936  DYNAMIC HEIGHT  -        192.524 (meters)      631.64  (feet) COMP
 ME0936  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 ME0936
 ME0936  VERT ORDER      -  SECOND    CLASS 0
 ME0936
 ME0936.The horizontal coordinates were scaled from a map and have
 ME0936.an estimated accuracy of +/- 6 seconds.
 ME0936
 ME0936.The orthometric height was determined by differential leveling and
 ME0936.adjusted by the NATIONAL GEODETIC SURVEY
 ME0936.in June 1991.
 ME0936
 ME0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0936.GEOID18 height accuracy estimate available here.
 ME0936
 ME0936.Click photographs - Photos may exist for this station.
 ME0936
 ME0936.The dynamic height is computed by dividing the NAVD 88
 ME0936.geopotential number by the normal gravity value computed on the
 ME0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0936.degrees latitude (g = 980.6199 gals.).
 ME0936
 ME0936.The modeled gravity was interpolated from observed gravity values.
 ME0936
 ME0936;                    North         East    Units  Estimated Accuracy
 ME0936;SPC IN W     -   695,630.      876,880.      MT  (+/- 180 meters Scaled)
 ME0936
 ME0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL699958(NAD 83)
 ME0936
 ME0936                          SUPERSEDED SURVEY CONTROL
 ME0936
 ME0936  NGVD 29 (??/??/92)  192.695  (m)          632.20   (f) ADJ UNCH    2 0
 ME0936
 ME0936.Superseded values are not recommended for survey control.
 ME0936
 ME0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0936.See file dsdata.pdf to determine how the superseded data were derived.
 ME0936
 ME0936_MARKER: DB = BENCH MARK DISK
 ME0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0936_STAMPING: D 256 1947
 ME0936_MARK LOGO: CGS
 ME0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0936+STABILITY: SURFACE MOTION
 ME0936
 ME0936  HISTORY     - Date     Condition        Report By
 ME0936  HISTORY     - 1947     MONUMENTED       CGS
 ME0936  HISTORY     - 1960     GOOD             USACE
 ME0936  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 ME0936  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME0936
 ME0936                          STATION DESCRIPTION
 ME0936
 ME0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0936'3.6 MI SW FROM GARY.
 ME0936'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE INTERSECTION
 ME0936'OF U.S. HIGHWAY 6 AT GARY, THENCE ABOUT 1.3 MILES WEST ALONG
 ME0936'A BLACK TOP ROAD, AT THE INTERSECTION OF STATE HIGHWAY 55, 107
 ME0936'FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 58 FEET
 ME0936'WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF POWER
 ME0936'POLE NO. 367/503 AND IN LINE WITH THE ROW OF POLES, 2 FEET
 ME0936'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME0936'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0936'4 INCHES.
 ME0936
 ME0936                          STATION RECOVERY (1960)
 ME0936
 ME0936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1960
 ME0936'RECOVERED IN GOOD CONDITION.
 ME0936
 ME0936                          STATION RECOVERY (1977)
 ME0936
 ME0936'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 ME0936'MARK NOT FOUND.
 ME0936
 ME0936                          STATION RECOVERY (2021)
 ME0936
 ME0936'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME0936'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2303 ***********************************************************************
 JZ2303  DESIGNATION -  D 257
 JZ2303  PID         -  JZ2303
 JZ2303  STATE/COUNTY-  IN/RUSH
 JZ2303  COUNTRY     -  US
 JZ2303  USGS QUAD   -  ADAMS (2019)
 JZ2303
 JZ2303                         *CURRENT SURVEY CONTROL
 JZ2303  ______________________________________________________________________
 JZ2303* NAD 83(1986) POSITION- 39 29 47.88   (N) 085 33 13.24   (W)   HD_HELD1
 JZ2303* NAVD 88 ORTHO HEIGHT -   276.232 (meters)      906.27  (feet) ADJUSTED
 JZ2303  ______________________________________________________________________
 JZ2303  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 JZ2303  DYNAMIC HEIGHT  -        276.065 (meters)      905.72  (feet) COMP
 JZ2303  MODELED GRAVITY -    980,015.2   (mgal)                       NAVD 88
 JZ2303
 JZ2303  VERT ORDER      -  SECOND    CLASS 0
 JZ2303
 JZ2303.The horizontal coordinates were determined by differentially corrected
 JZ2303.hand held GPS observations or other comparable positioning techniques
 JZ2303.and have an estimated accuracy of +/- 3 meters.
 JZ2303
 JZ2303.The orthometric height was determined by differential leveling and
 JZ2303.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2303.in June 1991.
 JZ2303
 JZ2303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2303.GEOID18 height accuracy estimate available here.
 JZ2303
 JZ2303.Click photographs - Photos may exist for this station.
 JZ2303
 JZ2303.The dynamic height is computed by dividing the NAVD 88
 JZ2303.geopotential number by the normal gravity value computed on the
 JZ2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2303.degrees latitude (g = 980.6199 gals.).
 JZ2303
 JZ2303.The modeled gravity was interpolated from observed gravity values.
 JZ2303
 JZ2303;                    North         East    Units  Estimated Accuracy
 JZ2303;SPC IN E     -   471,636.9     109,718.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2303
 JZ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2436172889(NAD 83)
 JZ2303
 JZ2303                          SUPERSEDED SURVEY CONTROL
 JZ2303
 JZ2303  NGVD 29 (??/??/92)  276.355  (m)          906.67   (f) ADJ UNCH    2 0
 JZ2303
 JZ2303.Superseded values are not recommended for survey control.
 JZ2303
 JZ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2303.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2303
 JZ2303_MARKER: DB = BENCH MARK DISK
 JZ2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2303_STAMPING: D 257 1947
 JZ2303_MARK LOGO: CGS
 JZ2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2303+STABILITY: SURFACE MOTION
 JZ2303
 JZ2303  HISTORY     - Date     Condition        Report By
 JZ2303  HISTORY     - 1947     MONUMENTED       CGS
 JZ2303
 JZ2303                          STATION DESCRIPTION
 JZ2303
 JZ2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2303'4.6 MI W FROM MILROY.
 JZ2303'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ2303'NATIONAL BANK AT MILROY, ABOUT 0.3 MILE WEST OF THE BRIDGE
 JZ2303'OVER FLAT ROCK RIVER, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JZ2303'NORTH, 155 FEET WEST OF A T FENCE CORNER POST IN THE SOUTH
 JZ2303'RIGHT-OF-WAY FENCE LINE, 46 FEET EAST OF THE PROLONGED CENTER
 JZ2303'LINE OF THE ROAD NORTH, 25 FEET EAST OF THE SOUTH END OF A
 JZ2303'16-INCH STEEL PIPE CULVERT UNDER THE HIGHWAY, 17 FEET SOUTH
 JZ2303'OF THE CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF A POWER
 JZ2303'POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET WEST OF A WHITE
 JZ2303'WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET
 JZ2303'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1754 ***********************************************************************
 JZ1754  DESIGNATION -  D 259
 JZ1754  PID         -  JZ1754
 JZ1754  STATE/COUNTY-  IN/RUSH
 JZ1754  COUNTRY     -  US
 JZ1754  USGS QUAD   -  NEW SALEM (2019)
 JZ1754
 JZ1754                         *CURRENT SURVEY CONTROL
 JZ1754  ______________________________________________________________________
 JZ1754* NAD 83(1986) POSITION- 39 31 36.     (N) 085 20 09.     (W)   SCALED
 JZ1754* NAVD 88 ORTHO HEIGHT -   321.310 (meters)     1054.16  (feet) ADJUSTED
 JZ1754  ______________________________________________________________________
 JZ1754  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 JZ1754  DYNAMIC HEIGHT  -        321.114 (meters)     1053.52  (feet) COMP
 JZ1754  MODELED GRAVITY -    980,007.0   (mgal)                       NAVD 88
 JZ1754
 JZ1754  VERT ORDER      -  SECOND    CLASS 0
 JZ1754
 JZ1754.The horizontal coordinates were scaled from a map and have
 JZ1754.an estimated accuracy of +/- 6 seconds.
 JZ1754
 JZ1754.The orthometric height was determined by differential leveling and
 JZ1754.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1754.in June 1991.
 JZ1754
 JZ1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1754.GEOID18 height accuracy estimate available here.
 JZ1754
 JZ1754.Click photographs - Photos may exist for this station.
 JZ1754
 JZ1754.The dynamic height is computed by dividing the NAVD 88
 JZ1754.geopotential number by the normal gravity value computed on the
 JZ1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1754.degrees latitude (g = 980.6199 gals.).
 JZ1754
 JZ1754.The modeled gravity was interpolated from observed gravity values.
 JZ1754
 JZ1754;                    North         East    Units  Estimated Accuracy
 JZ1754;SPC IN E     -   475,020.      128,440.      MT  (+/- 180 meters Scaled)
 JZ1754
 JZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ430765(NAD 83)
 JZ1754
 JZ1754                          SUPERSEDED SURVEY CONTROL
 JZ1754
 JZ1754  NGVD 29 (??/??/92)  321.438  (m)         1054.58   (f) ADJ UNCH    2 0
 JZ1754
 JZ1754.Superseded values are not recommended for survey control.
 JZ1754
 JZ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1754.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1754
 JZ1754_MARKER: DB = BENCH MARK DISK
 JZ1754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1754_SP_SET: CULVERT HEADWALL
 JZ1754_STAMPING: D 259 1947
 JZ1754_MARK LOGO: CGS
 JZ1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1754+STABILITY: SURFACE MOTION
 JZ1754
 JZ1754  HISTORY     - Date     Condition        Report By
 JZ1754  HISTORY     - 1947     MONUMENTED       CGS
 JZ1754
 JZ1754                          STATION DESCRIPTION
 JZ1754
 JZ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1754'2.6 MI SE FROM NEW SALEM.
 JZ1754'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ1754'AT NEW SALEM, THENCE ABOUT 1.15 MILES SOUTH ALONG A BLACK TOP
 JZ1754'ROAD, THENCE ABOUT 1.15 MILES EAST AND 0.1 MILE NORTH ALONG A
 JZ1754'GRAVEL ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 52, SET IN THE
 JZ1754'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 JZ1754'14-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 40 FEET EAST
 JZ1754'OF THE CENTER LINE OF THE GRAVEL ROAD, 16 FEET SOUTHWEST OF THE
 JZ1754'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1959 ***********************************************************************
 JZ1959  DESIGNATION -  D 260
 JZ1959  PID         -  JZ1959
 JZ1959  STATE/COUNTY-  IN/FRANKLIN
 JZ1959  COUNTRY     -  US
 JZ1959  USGS QUAD   -  CLARKSBURG (2019)
 JZ1959
 JZ1959                         *CURRENT SURVEY CONTROL
 JZ1959  ______________________________________________________________________
 JZ1959* NAD 83(1986) POSITION- 39 27 54.     (N) 085 16 45.     (W)   SCALED
 JZ1959* NAVD 88 ORTHO HEIGHT -   284.509 (meters)      933.43  (feet) ADJUSTED
 JZ1959  ______________________________________________________________________
 JZ1959  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 JZ1959  DYNAMIC HEIGHT  -        284.334 (meters)      932.85  (feet) COMP
 JZ1959  MODELED GRAVITY -    980,003.9   (mgal)                       NAVD 88
 JZ1959
 JZ1959  VERT ORDER      -  SECOND    CLASS 0
 JZ1959
 JZ1959.The horizontal coordinates were scaled from a map and have
 JZ1959.an estimated accuracy of +/- 6 seconds.
 JZ1959
 JZ1959.The orthometric height was determined by differential leveling and
 JZ1959.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1959.in June 1991.
 JZ1959
 JZ1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1959.GEOID18 height accuracy estimate available here.
 JZ1959
 JZ1959.Click photographs - Photos may exist for this station.
 JZ1959
 JZ1959.The dynamic height is computed by dividing the NAVD 88
 JZ1959.geopotential number by the normal gravity value computed on the
 JZ1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1959.degrees latitude (g = 980.6199 gals.).
 JZ1959
 JZ1959.The modeled gravity was interpolated from observed gravity values.
 JZ1959
 JZ1959;                    North         East    Units  Estimated Accuracy
 JZ1959;SPC IN E     -   468,190.      133,350.      MT  (+/- 180 meters Scaled)
 JZ1959
 JZ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ480697(NAD 83)
 JZ1959
 JZ1959                          SUPERSEDED SURVEY CONTROL
 JZ1959
 JZ1959  NGVD 29 (??/??/92)  284.646  (m)          933.88   (f) ADJ UNCH    2 0
 JZ1959
 JZ1959.Superseded values are not recommended for survey control.
 JZ1959
 JZ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1959.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1959
 JZ1959_MARKER: DB = BENCH MARK DISK
 JZ1959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1959_SP_SET: BRIDGE
 JZ1959_STAMPING: D 260 1947
 JZ1959_MARK LOGO: CGS
 JZ1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1959
 JZ1959  HISTORY     - Date     Condition        Report By
 JZ1959  HISTORY     - 1947     MONUMENTED       CGS
 JZ1959
 JZ1959                          STATION DESCRIPTION
 JZ1959
 JZ1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1959'2.8 MI S FROM ANDERSONVILLE.
 JZ1959'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 244 FROM THE UNITED
 JZ1959'BRETHERN CHURCH AT ANDERSONVILLE, THENCE ABOUT 2.65 MILES SOUTH
 JZ1959'ALONG THE BUENA VISTA ROAD, ABOUT 2.05 MILES NORTH OF THE
 JZ1959'CROSSROADS AT BUENA VISTA, ABOUT 0.1 MILE SOUTH OF THE JUNCTION
 JZ1959'OF A ROAD LEADING EAST, SET IN THE TOP OF THE NORTH END OF THE
 JZ1959'WEST HEAD WALL OF A 17-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 JZ1959'ABOUT 50 YARDS NORTH OF A DRIVE TO A SMALL SAW MILL, 11.3 FEET
 JZ1959'WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1774 ***********************************************************************
 JZ1774  DESIGNATION -  D 261
 JZ1774  PID         -  JZ1774
 JZ1774  STATE/COUNTY-  IN/FAYETTE
 JZ1774  COUNTRY     -  US
 JZ1774  USGS QUAD   -  ALPINE (2019)
 JZ1774
 JZ1774                         *CURRENT SURVEY CONTROL
 JZ1774  ______________________________________________________________________
 JZ1774* NAD 83(2011) POSITION- 39 32 26.04729(N) 085 10 23.25873(W)   ADJUSTED
 JZ1774* NAD 83(2011) ELLIP HT-   220.724 (meters)        (11/08/18)   ADJUSTED
 JZ1774* NAD 83(2011) EPOCH   -  2010.00
 JZ1774* NAVD 88 ORTHO HEIGHT -   254.834 (meters)      836.07  (feet) ADJUSTED
 JZ1774  ______________________________________________________________________
 JZ1774  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 JZ1774  NAD 83(2011) X  -    414,458.035 (meters)                     COMP
 JZ1774  NAD 83(2011) Y  - -4,908,041.580 (meters)                     COMP
 JZ1774  NAD 83(2011) Z  -  4,038,918.541 (meters)                     COMP
 JZ1774  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JZ1774  DYNAMIC HEIGHT  -        254.678 (meters)      835.56  (feet) COMP
 JZ1774  MODELED GRAVITY -    980,010.6   (mgal)                       NAVD 88
 JZ1774
 JZ1774  VERT ORDER      -  SECOND    CLASS 0
 JZ1774
 JZ1774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1774  Standards:
 JZ1774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1774  -------------------------------------------------------------------
 JZ1774  NETWORK    0.36   0.82           0.16   0.13   0.42      0.05512608
 JZ1774  -------------------------------------------------------------------
 JZ1774  Click here for local accuracies and other accuracy information.
 JZ1774
 JZ1774.The horizontal coordinates were established by GPS observations
 JZ1774.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ1774
 JZ1774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1774.been affixed to the stable North American tectonic plate. See 
 JZ1774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1774
 JZ1774.The horizontal coordinates are valid at the epoch date displayed above
 JZ1774.which is a decimal equivalence of Year/Month/Day.
 JZ1774
 JZ1774.The orthometric height was determined by differential leveling and
 JZ1774.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1774.in June 1991.
 JZ1774
 JZ1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1774.GEOID18 height accuracy estimate available here.
 JZ1774
 JZ1774.Click photographs - Photos may exist for this station.
 JZ1774
 JZ1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1774
 JZ1774.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1774
 JZ1774.The ellipsoidal height was determined by GPS observations
 JZ1774.and is referenced to NAD 83.
 JZ1774
 JZ1774.The dynamic height is computed by dividing the NAVD 88
 JZ1774.geopotential number by the normal gravity value computed on the
 JZ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1774.degrees latitude (g = 980.6199 gals.).
 JZ1774
 JZ1774.The modeled gravity was interpolated from observed gravity values.
 JZ1774
 JZ1774. The following values were computed from the NAD 83(2011) position.
 JZ1774
 JZ1774;                    North         East     Units Scale Factor Converg.
 JZ1774;SPC IN E     -   476,624.904   142,424.995   MT  0.99998882   +0 18 51.1
 JZ1774;SPC IN E     - 1,563,726.87    467,272.67   sFT  0.99998882   +0 18 51.1
 JZ1774;UTM  16      - 4,378,360.473   656,986.448   MT  0.99990343   +1 09 47.8
 JZ1774
 JZ1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1774!SPC IN E     -   0.99996537  x   0.99998882  =   0.99995419
 JZ1774!UTM  16      -   0.99996537  x   0.99990343  =   0.99986881
 JZ1774
 JZ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5698678360(NAD 83)
 JZ1774
 JZ1774                          SUPERSEDED SURVEY CONTROL
 JZ1774
 JZ1774  NGVD 29 (??/??/92)  254.978  (m)          836.54   (f) ADJ UNCH    2 0
 JZ1774
 JZ1774.Superseded values are not recommended for survey control.
 JZ1774
 JZ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1774.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1774
 JZ1774_MARKER: DB = BENCH MARK DISK
 JZ1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1774_STAMPING: D 261 1947
 JZ1774_MARK LOGO: CGS
 JZ1774_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1774+STABILITY: SURFACE MOTION
 JZ1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1774+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ1774
 JZ1774  HISTORY     - Date     Condition        Report By
 JZ1774  HISTORY     - 1947     MONUMENTED       CGS
 JZ1774  HISTORY     - 20170315 GOOD             INDOT
 JZ1774  HISTORY     - 20180731 GOOD             MCA
 JZ1774
 JZ1774                          STATION DESCRIPTION
 JZ1774
 JZ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1774'1 MI S FROM ALPINE.
 JZ1774'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE POST
 JZ1774'OFFICE AT ALPINE, AT THE SOUTHEAST CORNER OF THE YARD AT J.W.
 JZ1774'MOREHEADS FARM, 86.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JZ1774'FARM HOUSE, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1774'18 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 44.5 FEET NORTH
 JZ1774'OF POWER POLE NO. 549-794, 10 FEET SOUTH OF A FENCE CORNER, 11
 JZ1774'FEET NORTH OF A TWIN TRUNKED LOCUST TREE, 2 FEET EAST OF A
 JZ1774'WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1774'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1774'PROJECTING 4 INCHES.
 JZ1774
 JZ1774                          STATION RECOVERY (2017)
 JZ1774
 JZ1774'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (SM)
 JZ1774'RECOVERED AS DESCRIBED.
 JZ1774
 JZ1774                          STATION RECOVERY (2018)
 JZ1774
 JZ1774'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2041 ***********************************************************************
 JZ2041  DESIGNATION -  D 262
 JZ2041  PID         -  JZ2041
 JZ2041  STATE/COUNTY-  IN/FRANKLIN
 JZ2041  COUNTRY     -  US
 JZ2041  USGS QUAD   -  BROOKVILLE (2019)
 JZ2041
 JZ2041                         *CURRENT SURVEY CONTROL
 JZ2041  ______________________________________________________________________
 JZ2041* NAD 83(1986) POSITION- 39 26 05.     (N) 085 02 50.     (W)   SCALED
 JZ2041* NAVD 88 ORTHO HEIGHT -   197.047 (meters)      646.48  (feet) ADJUSTED
 JZ2041  ______________________________________________________________________
 JZ2041  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ2041  DYNAMIC HEIGHT  -        196.928 (meters)      646.09  (feet) COMP
 JZ2041  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 JZ2041
 JZ2041  VERT ORDER      -  SECOND    CLASS 0
 JZ2041
 JZ2041.The horizontal coordinates were scaled from a map and have
 JZ2041.an estimated accuracy of +/- 6 seconds.
 JZ2041
 JZ2041.The orthometric height was determined by differential leveling and
 JZ2041.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2041.in June 1991.
 JZ2041
 JZ2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2041.GEOID18 height accuracy estimate available here.
 JZ2041
 JZ2041.Click photographs - Photos may exist for this station.
 JZ2041
 JZ2041.The dynamic height is computed by dividing the NAVD 88
 JZ2041.geopotential number by the normal gravity value computed on the
 JZ2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2041.degrees latitude (g = 980.6199 gals.).
 JZ2041
 JZ2041.The modeled gravity was interpolated from observed gravity values.
 JZ2041
 JZ2041;                    North         East    Units  Estimated Accuracy
 JZ2041;SPC IN E     -   464,940.      153,330.      MT  (+/- 180 meters Scaled)
 JZ2041
 JZ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ680668(NAD 83)
 JZ2041
 JZ2041                          SUPERSEDED SURVEY CONTROL
 JZ2041
 JZ2041  NGVD 29 (??/??/92)  197.222  (m)          647.05   (f) ADJ UNCH    2 0
 JZ2041
 JZ2041.Superseded values are not recommended for survey control.
 JZ2041
 JZ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2041.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2041
 JZ2041_MARKER: DB = BENCH MARK DISK
 JZ2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2041_SP_SET: BRIDGE
 JZ2041_STAMPING: D 262 1947
 JZ2041_MARK LOGO: CGS
 JZ2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2041
 JZ2041  HISTORY     - Date     Condition        Report By
 JZ2041  HISTORY     - 1947     MONUMENTED       CGS
 JZ2041
 JZ2041                          STATION DESCRIPTION
 JZ2041
 JZ2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2041'2.6 MI NW FROM BROOKVILLE.
 JZ2041'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2041'OFFICE AT BROOKVILLE, AT THE WEST END OF A LONG S CURVE, SET IN
 JZ2041'THE TOP OF THE NORTHWEST WING WALL OF A 14-FOOT CONCRETE BRIDGE,
 JZ2041'15.5 FEET NORTH AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JZ2041'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1795 ***********************************************************************
 JZ1795  DESIGNATION -  D 263
 JZ1795  PID         -  JZ1795
 JZ1795  STATE/COUNTY-  IN/UNION
 JZ1795  COUNTRY     -  US
 JZ1795  USGS QUAD   -  EVERTON (2019)
 JZ1795
 JZ1795                         *CURRENT SURVEY CONTROL
 JZ1795  ______________________________________________________________________
 JZ1795* NAD 83(1986) POSITION- 39 32 25.     (N) 085 02 10.     (W)   SCALED
 JZ1795* NAVD 88 ORTHO HEIGHT -   298.882 (meters)      980.58  (feet) ADJUSTED
 JZ1795  ______________________________________________________________________
 JZ1795  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 JZ1795  DYNAMIC HEIGHT  -        298.701 (meters)      979.99  (feet) COMP
 JZ1795  MODELED GRAVITY -    980,011.3   (mgal)                       NAVD 88
 JZ1795
 JZ1795  VERT ORDER      -  SECOND    CLASS 0
 JZ1795
 JZ1795.The horizontal coordinates were scaled from a map and have
 JZ1795.an estimated accuracy of +/- 6 seconds.
 JZ1795
 JZ1795.The orthometric height was determined by differential leveling and
 JZ1795.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1795.in June 1991.
 JZ1795
 JZ1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1795.GEOID18 height accuracy estimate available here.
 JZ1795
 JZ1795.Click photographs - Photos may exist for this station.
 JZ1795
 JZ1795.The dynamic height is computed by dividing the NAVD 88
 JZ1795.geopotential number by the normal gravity value computed on the
 JZ1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1795.degrees latitude (g = 980.6199 gals.).
 JZ1795
 JZ1795.The modeled gravity was interpolated from observed gravity values.
 JZ1795
 JZ1795;                    North         East    Units  Estimated Accuracy
 JZ1795;SPC IN E     -   476,670.      154,200.      MT  (+/- 180 meters Scaled)
 JZ1795
 JZ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ687785(NAD 83)
 JZ1795
 JZ1795                          SUPERSEDED SURVEY CONTROL
 JZ1795
 JZ1795  NGVD 29 (??/??/92)  299.04   (m)          981.1    (f) COMPUTED    2 0
 JZ1795
 JZ1795.Superseded values are not recommended for survey control.
 JZ1795
 JZ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1795.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1795
 JZ1795_MARKER: DB = BENCH MARK DISK
 JZ1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1795_STAMPING: D 263 1947
 JZ1795_MARK LOGO: CGS
 JZ1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1795+STABILITY: SURFACE MOTION
 JZ1795
 JZ1795  HISTORY     - Date     Condition        Report By
 JZ1795  HISTORY     - 1947     MONUMENTED       CGS
 JZ1795  HISTORY     - 20050325 MARK NOT FOUND   DJR
 JZ1795
 JZ1795                          STATION DESCRIPTION
 JZ1795
 JZ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1795'4.7 MI NW FROM FAIRFIELD.
 JZ1795'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM
 JZ1795'THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES NORTH
 JZ1795'AND 2.1 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE NORTH OF
 JZ1795'A CURVE IN THE ROAD WITH TANGENTS NORTH AND EAST, THE NORTH TANGENT
 JZ1795'BEING THE FAYETTE-UNION COUNTY LINE, AT THE JUNCTION OF AN
 JZ1795'EAST-WEST GRAVEL ROAD, 44.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1795'EAST-WEST ROAD, 15 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE
 JZ1795'ROAD, 27 FEET SOUTH OF A FENCE CORNER POST, 1.5 FEET WEST OF THE
 JZ1795'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1795'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1795'PROJECTING 6 INCHES.
 JZ1795
 JZ1795                          STATION RECOVERY (2005)
 JZ1795
 JZ1795'RECOVERY NOTE BY D J RENSING 2005
 JZ1795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2062 ***********************************************************************
 JZ2062  DESIGNATION -  D 264
 JZ2062  PID         -  JZ2062
 JZ2062  STATE/COUNTY-  IN/DEARBORN
 JZ2062  COUNTRY     -  US
 JZ2062  USGS QUAD   -  SPADES (2019)
 JZ2062
 JZ2062                         *CURRENT SURVEY CONTROL
 JZ2062  ______________________________________________________________________
 JZ2062* NAD 83(1986) POSITION- 39 16 58.     (N) 085 00 37.     (W)   SCALED
 JZ2062* NAVD 88 ORTHO HEIGHT -   286.845 (meters)      941.09  (feet) ADJUSTED
 JZ2062  ______________________________________________________________________
 JZ2062  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 JZ2062  DYNAMIC HEIGHT  -        286.665 (meters)      940.50  (feet) COMP
 JZ2062  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 JZ2062
 JZ2062  VERT ORDER      -  SECOND    CLASS 0
 JZ2062
 JZ2062.The horizontal coordinates were scaled from a map and have
 JZ2062.an estimated accuracy of +/- 6 seconds.
 JZ2062
 JZ2062.The orthometric height was determined by differential leveling and
 JZ2062.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2062.in June 1991.
 JZ2062
 JZ2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2062.GEOID18 height accuracy estimate available here.
 JZ2062
 JZ2062.Click photographs - Photos may exist for this station.
 JZ2062
 JZ2062.The dynamic height is computed by dividing the NAVD 88
 JZ2062.geopotential number by the normal gravity value computed on the
 JZ2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2062.degrees latitude (g = 980.6199 gals.).
 JZ2062
 JZ2062.The modeled gravity was interpolated from observed gravity values.
 JZ2062
 JZ2062;                    North         East    Units  Estimated Accuracy
 JZ2062;SPC IN E     -   448,090.      156,630.      MT  (+/- 180 meters Scaled)
 JZ2062
 JZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ716500(NAD 83)
 JZ2062
 JZ2062                          SUPERSEDED SURVEY CONTROL
 JZ2062
 JZ2062  NGVD 29 (??/??/92)  287.028  (m)          941.69   (f) ADJ UNCH    2 0
 JZ2062
 JZ2062.Superseded values are not recommended for survey control.
 JZ2062
 JZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2062.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2062
 JZ2062_MARKER: DB = BENCH MARK DISK
 JZ2062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2062_SP_SET: BRIDGE
 JZ2062_STAMPING: D 264 1947
 JZ2062_MARK LOGO: CGS
 JZ2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2062
 JZ2062  HISTORY     - Date     Condition        Report By
 JZ2062  HISTORY     - 1947     MONUMENTED       CGS
 JZ2062
 JZ2062                          STATION DESCRIPTION
 JZ2062
 JZ2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2062'3.6 MI SW FROM ST LEON.
 JZ2062'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JZ2062'AT ST. LEON, THENCE ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY
 JZ2062'46, ABOUT 1.7 MILES EAST ALONG HIGHWAY 46 FROM THE CROSSROADS
 JZ2062'AT LAWRENCEVILLE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A GRAVEL
 JZ2062'ROAD SOUTH, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JZ2062'BANISTER OF A 2-ARCH CONCRETE BRIDGE OVER THE EAST FORK OF
 JZ2062'TANNERS CREEK, 24 FEET WEST OF THE EAST END OF THE BANISTER,
 JZ2062'15 FEET NORTH OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF
 JZ2062'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2033 ***********************************************************************
 JZ2033  DESIGNATION -  D 265
 JZ2033  PID         -  JZ2033
 JZ2033  STATE/COUNTY-  IN/FRANKLIN
 JZ2033  COUNTRY     -  US
 JZ2033  USGS QUAD   -  BROOKVILLE (2019)
 JZ2033
 JZ2033                         *CURRENT SURVEY CONTROL
 JZ2033  ______________________________________________________________________
 JZ2033* NAD 83(1986) POSITION- 39 24 02.     (N) 085 05 07.     (W)   SCALED
 JZ2033* NAVD 88 ORTHO HEIGHT -   294.879 (meters)      967.45  (feet) ADJUSTED
 JZ2033  ______________________________________________________________________
 JZ2033  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 JZ2033  DYNAMIC HEIGHT  -        294.697 (meters)      966.85  (feet) COMP
 JZ2033  MODELED GRAVITY -    980,004.0   (mgal)                       NAVD 88
 JZ2033
 JZ2033  VERT ORDER      -  SECOND    CLASS 0
 JZ2033
 JZ2033.The horizontal coordinates were scaled from a map and have
 JZ2033.an estimated accuracy of +/- 6 seconds.
 JZ2033
 JZ2033.The orthometric height was determined by differential leveling and
 JZ2033.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2033.in June 1991.
 JZ2033
 JZ2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2033.GEOID18 height accuracy estimate available here.
 JZ2033
 JZ2033.Click photographs - Photos may exist for this station.
 JZ2033
 JZ2033.The dynamic height is computed by dividing the NAVD 88
 JZ2033.geopotential number by the normal gravity value computed on the
 JZ2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2033.degrees latitude (g = 980.6199 gals.).
 JZ2033
 JZ2033.The modeled gravity was interpolated from observed gravity values.
 JZ2033
 JZ2033;                    North         East    Units  Estimated Accuracy
 JZ2033;SPC IN E     -   461,130.      150,080.      MT  (+/- 180 meters Scaled)
 JZ2033
 JZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ648629(NAD 83)
 JZ2033
 JZ2033                          SUPERSEDED SURVEY CONTROL
 JZ2033
 JZ2033  NGVD 29 (??/??/92)  295.046  (m)          968.00   (f) ADJ UNCH    2 0
 JZ2033
 JZ2033.Superseded values are not recommended for survey control.
 JZ2033
 JZ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2033.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2033
 JZ2033_MARKER: DB = BENCH MARK DISK
 JZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2033_STAMPING: D 265 1947
 JZ2033_MARK LOGO: CGS
 JZ2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2033+STABILITY: SURFACE MOTION
 JZ2033
 JZ2033  HISTORY     - Date     Condition        Report By
 JZ2033  HISTORY     - 1947     MONUMENTED       CGS
 JZ2033
 JZ2033                          STATION DESCRIPTION
 JZ2033
 JZ2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2033'1.2 MI N FROM OAK FOREST.
 JZ2033'ABOUT 0.65 MILE NORTH AND EAST ALONG A BLACK TOP ROAD FROM THE
 JZ2033'CATHOLIC CHURCH AT OAK FOREST, THENCE ABOUT 0.55 MILE NORTH
 JZ2033'ALONG A GRAVEL ROAD, AT THE ENTRANCE TO THE CHARLES METCALF
 JZ2033'FARM, 13.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET
 JZ2033'SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 67 FEET SOUTH OF A
 JZ2033'40-INCH OAK TREE, ACROSS ROAD FROM THE NORTHEAST CORNER OF AN
 JZ2033'UNPAINTED BARN AND IN LINE WITH THE NORTH FACE OF THE BARN, 3.5
 JZ2033'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2033'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0183 ***********************************************************************
 KA0183  DESIGNATION -  D 266
 KA0183  PID         -  KA0183
 KA0183  STATE/COUNTY-  IN/MARION
 KA0183  COUNTRY     -  US
 KA0183  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0183
 KA0183                         *CURRENT SURVEY CONTROL
 KA0183  ______________________________________________________________________
 KA0183* NAD 83(1986) POSITION- 39 45 53.     (N) 086 08 56.     (W)   SCALED
 KA0183* NAVD 88 ORTHO HEIGHT -   221.905 (meters)      728.03  (feet) ADJUSTED
 KA0183  ______________________________________________________________________
 KA0183  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 KA0183  DYNAMIC HEIGHT  -        221.782 (meters)      727.63  (feet) COMP
 KA0183  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 KA0183
 KA0183  VERT ORDER      -  FIRST     CLASS II
 KA0183
 KA0183.The horizontal coordinates were scaled from a map and have
 KA0183.an estimated accuracy of +/- 6 seconds.
 KA0183
 KA0183.The orthometric height was determined by differential leveling and
 KA0183.adjusted by the NATIONAL GEODETIC SURVEY
 KA0183.in June 1991.
 KA0183
 KA0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0183.GEOID18 height accuracy estimate available here.
 KA0183
 KA0183.Click photographs - Photos may exist for this station.
 KA0183
 KA0183.The dynamic height is computed by dividing the NAVD 88
 KA0183.geopotential number by the normal gravity value computed on the
 KA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0183.degrees latitude (g = 980.6199 gals.).
 KA0183
 KA0183.The modeled gravity was interpolated from observed gravity values.
 KA0183
 KA0183;                    North         East    Units  Estimated Accuracy
 KA0183;SPC IN E     -   501,510.       58,680.      MT  (+/- 180 meters Scaled)
 KA0183
 KA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK728019(NAD 83)
 KA0183
 KA0183                          SUPERSEDED SURVEY CONTROL
 KA0183
 KA0183  NGVD 29 (??/??/92)  222.031  (m)          728.45   (f) ADJ UNCH    1 2
 KA0183
 KA0183.Superseded values are not recommended for survey control.
 KA0183
 KA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0183.See file dsdata.pdf to determine how the superseded data were derived.
 KA0183
 KA0183_MARKER: DB = BENCH MARK DISK
 KA0183_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0183_SP_SET: WINGWALL
 KA0183_STAMPING: D 266 1947
 KA0183_MARK LOGO: CGS
 KA0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0183
 KA0183  HISTORY     - Date     Condition        Report By
 KA0183  HISTORY     - 1947     MONUMENTED       CGS
 KA0183  HISTORY     - 1976     GOOD             LOCSUR
 KA0183  HISTORY     - 1985     GOOD             NGS
 KA0183  HISTORY     - 1986     GOOD             NGS
 KA0183
 KA0183                          STATION DESCRIPTION
 KA0183
 KA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0183'AT INDIANAPOLIS.
 KA0183'AT INDIANAPOLIS, AT THE OVER PASS OF THE NEW YORK CENTRAL
 KA0183'RAILROAD OVER SOUTH EAST STREET, SET IN THE TOP OF THE EAST END
 KA0183'OF THE SOUTH HEAD WALL OF THE OVER PASS, 37.5 FEET SOUTH OF THE
 KA0183'SOUTH RAIL OF THE MAIN TRACK, 15 FEET NORTH OF THE NORTHWEST
 KA0183'CORNER OF THE BRICK BUILDING AT 121 SOUTH EAST STREET AND 2
 KA0183'FEET ABOVE THE TRACK.
 KA0183
 KA0183                          STATION RECOVERY (1976)
 KA0183
 KA0183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0183'RECOVERED IN GOOD CONDITION.
 KA0183
 KA0183                          STATION RECOVERY (1985)
 KA0183
 KA0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0183'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0183'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0183
 KA0183                          STATION RECOVERY (1986)
 KA0183
 KA0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2245 ***********************************************************************
 JZ2245  DESIGNATION -  D 267
 JZ2245  PID         -  JZ2245
 JZ2245  STATE/COUNTY-  IN/DECATUR
 JZ2245  COUNTRY     -  US
 JZ2245  USGS QUAD   -  FOREST HILL (2019)
 JZ2245
 JZ2245                         *CURRENT SURVEY CONTROL
 JZ2245  ______________________________________________________________________
 JZ2245* NAD 83(1986) POSITION- 39 16 22.     (N) 085 34 30.     (W)   SCALED
 JZ2245* NAVD 88 ORTHO HEIGHT -   263.375 (meters)      864.09  (feet) ADJUSTED
 JZ2245  ______________________________________________________________________
 JZ2245  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2245  DYNAMIC HEIGHT  -        263.210 (meters)      863.55  (feet) COMP
 JZ2245  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 JZ2245
 JZ2245  VERT ORDER      -  SECOND    CLASS 0
 JZ2245
 JZ2245.The horizontal coordinates were scaled from a map and have
 JZ2245.an estimated accuracy of +/- 6 seconds.
 JZ2245
 JZ2245.The orthometric height was determined by differential leveling and
 JZ2245.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2245.in June 1991.
 JZ2245
 JZ2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2245.GEOID18 height accuracy estimate available here.
 JZ2245
 JZ2245.Click photographs - Photos may exist for this station.
 JZ2245
 JZ2245.The dynamic height is computed by dividing the NAVD 88
 JZ2245.geopotential number by the normal gravity value computed on the
 JZ2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2245.degrees latitude (g = 980.6199 gals.).
 JZ2245
 JZ2245.The modeled gravity was interpolated from observed gravity values.
 JZ2245
 JZ2245;                    North         East    Units  Estimated Accuracy
 JZ2245;SPC IN E     -   446,780.      107,910.      MT  (+/- 180 meters Scaled)
 JZ2245
 JZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ229480(NAD 83)
 JZ2245
 JZ2245                          SUPERSEDED SURVEY CONTROL
 JZ2245
 JZ2245  NGVD 29 (??/??/92)  263.493  (m)          864.48   (f) ADJ UNCH    2 0
 JZ2245
 JZ2245.Superseded values are not recommended for survey control.
 JZ2245
 JZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2245.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2245
 JZ2245_MARKER: DB = BENCH MARK DISK
 JZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2245_STAMPING: D 267 1947
 JZ2245_MARK LOGO: CGS
 JZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2245+STABILITY: SURFACE MOTION
 JZ2245
 JZ2245  HISTORY     - Date     Condition        Report By
 JZ2245  HISTORY     - 1947     MONUMENTED       CGS
 JZ2245  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2245
 JZ2245                          STATION DESCRIPTION
 JZ2245
 JZ2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2245'3.3 MI NW FROM LETTS.
 JZ2245'ABOUT 2.8 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2245'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, THENCE 0.5
 JZ2245'MILE WEST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF THE GRAVEL
 JZ2245'ROAD AND STATE HIGHWAY 3, IN THE NORTHWEST QUARTER OF THE
 JZ2245'INTERSECTION, 17 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JZ2245'ROAD, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 JZ2245'NORTHEAST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A FENCE
 JZ2245'LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2245'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2245'PROJECTING ABOUT 6 INCHES.
 JZ2245
 JZ2245                          STATION RECOVERY (2022)
 JZ2245
 JZ2245'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2231 ***********************************************************************
 JZ2231  DESIGNATION -  D 268
 JZ2231  PID         -  JZ2231
 JZ2231  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2231  COUNTRY     -  US
 JZ2231  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2231
 JZ2231                         *CURRENT SURVEY CONTROL
 JZ2231  ______________________________________________________________________
 JZ2231* NAD 83(1986) POSITION- 39 14 01.     (N) 085 45 02.     (W)   SCALED
 JZ2231* NAVD 88 ORTHO HEIGHT -   213.923 (meters)      701.85  (feet) ADJUSTED
 JZ2231  ______________________________________________________________________
 JZ2231  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ2231  DYNAMIC HEIGHT  -        213.791 (meters)      701.41  (feet) COMP
 JZ2231  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JZ2231
 JZ2231  VERT ORDER      -  SECOND    CLASS 0
 JZ2231
 JZ2231.The horizontal coordinates were scaled from a map and have
 JZ2231.an estimated accuracy of +/- 6 seconds.
 JZ2231
 JZ2231.The orthometric height was determined by differential leveling and
 JZ2231.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2231.in June 1991.
 JZ2231
 JZ2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2231.GEOID18 height accuracy estimate available here.
 JZ2231
 JZ2231.Click photographs - Photos may exist for this station.
 JZ2231
 JZ2231.The dynamic height is computed by dividing the NAVD 88
 JZ2231.geopotential number by the normal gravity value computed on the
 JZ2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2231.degrees latitude (g = 980.6199 gals.).
 JZ2231
 JZ2231.The modeled gravity was interpolated from observed gravity values.
 JZ2231
 JZ2231;                    North         East    Units  Estimated Accuracy
 JZ2231;SPC IN E     -   442,430.       92,760.      MT  (+/- 180 meters Scaled)
 JZ2231
 JZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ078434(NAD 83)
 JZ2231
 JZ2231                          SUPERSEDED SURVEY CONTROL
 JZ2231
 JZ2231  NGVD 29 (??/??/92)  214.042  (m)          702.24   (f) ADJ UNCH    2 0
 JZ2231
 JZ2231.Superseded values are not recommended for survey control.
 JZ2231
 JZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2231.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2231
 JZ2231_MARKER: DB = BENCH MARK DISK
 JZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2231_STAMPING: D 268 1947
 JZ2231_MARK LOGO: CGS
 JZ2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2231+STABILITY: SURFACE MOTION
 JZ2231
 JZ2231  HISTORY     - Date     Condition        Report By
 JZ2231  HISTORY     - 1947     MONUMENTED       CGS
 JZ2231
 JZ2231                          STATION DESCRIPTION
 JZ2231
 JZ2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2231'4 MI NE FROM PETERSVILLE.
 JZ2231'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2231'CROSSROADS AT PETERSVILLE, AT NEWBERN, IN THE SOUTHEAST ANGLE
 JZ2231'OF THE CROSSROAD, 51 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2231'HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2231'ROAD, 62 FEET WEST OF THE NORTHWEST CORNER OF A FRAME SERVICE
 JZ2231'STATION AND GARAGE BUILDING, 2.4 FEET NORTH OF A TELEPHONE POLE
 JZ2231'AND IN LINE WITH THE POLES, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 JZ2231'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE INTERSECTION, AND
 JZ2231'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2231'THIS MARK IS ABOUT 4.2 MILES SOUTHWEST OF THE VILLAGE PARK AT
 JZ2231'HARTSVILLE ALONG HIGHWAY 46.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2338 ***********************************************************************
 JZ2338  DESIGNATION -  D 269
 JZ2338  PID         -  JZ2338
 JZ2338  STATE/COUNTY-  IN/SHELBY
 JZ2338  COUNTRY     -  US
 JZ2338  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2338
 JZ2338                         *CURRENT SURVEY CONTROL
 JZ2338  ______________________________________________________________________
 JZ2338* NAD 83(1986) POSITION- 39 32 24.     (N) 085 47 30.     (W)   SCALED
 JZ2338* NAVD 88 ORTHO HEIGHT -   237.216 (meters)      778.27  (feet) ADJUSTED
 JZ2338  ______________________________________________________________________
 JZ2338  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JZ2338  DYNAMIC HEIGHT  -        237.077 (meters)      777.81  (feet) COMP
 JZ2338  MODELED GRAVITY -    980,036.1   (mgal)                       NAVD 88
 JZ2338
 JZ2338  VERT ORDER      -  FIRST     CLASS II
 JZ2338
 JZ2338.The horizontal coordinates were scaled from a map and have
 JZ2338.an estimated accuracy of +/- 6 seconds.
 JZ2338
 JZ2338.The orthometric height was determined by differential leveling and
 JZ2338.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2338.in June 1991.
 JZ2338
 JZ2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2338.GEOID18 height accuracy estimate available here.
 JZ2338
 JZ2338.Click photographs - Photos may exist for this station.
 JZ2338
 JZ2338.The dynamic height is computed by dividing the NAVD 88
 JZ2338.geopotential number by the normal gravity value computed on the
 JZ2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2338.degrees latitude (g = 980.6199 gals.).
 JZ2338
 JZ2338.The modeled gravity was interpolated from observed gravity values.
 JZ2338
 JZ2338;                    North         East    Units  Estimated Accuracy
 JZ2338;SPC IN E     -   476,450.       89,260.      MT  (+/- 180 meters Scaled)
 JZ2338
 JZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ038774(NAD 83)
 JZ2338
 JZ2338                          SUPERSEDED SURVEY CONTROL
 JZ2338
 JZ2338  NGVD 29 (??/??/92)  237.328  (m)          778.63   (f) ADJ UNCH    1 2
 JZ2338
 JZ2338.Superseded values are not recommended for survey control.
 JZ2338
 JZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2338.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2338
 JZ2338_MARKER: DB = BENCH MARK DISK
 JZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2338_STAMPING: D 269 1947
 JZ2338_MARK LOGO: CGS
 JZ2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2338+STABILITY: SURFACE MOTION
 JZ2338
 JZ2338  HISTORY     - Date     Condition        Report By
 JZ2338  HISTORY     - 1947     MONUMENTED       CGS
 JZ2338  HISTORY     - 1986     GOOD             NGS
 JZ2338  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2338
 JZ2338                          STATION DESCRIPTION
 JZ2338
 JZ2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2338'1.5 MI NW FROM SHELBYVILLE.
 JZ2338'ABOUT 1.5 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2338'FROM THE STATION AT SHELBYVILLE, IN THE NORTHWEST ANGLE OF AN
 JZ2338'EAST-WEST GRAVEL ROAD CROSSING, 22 FEET SOUTHWEST OF THE
 JZ2338'SOUTHWEST RAIL, 24 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JZ2338'ROAD, 4.5 FEET NORTHWEST OF A CONCRETE FENCE CORNER POST, 1.5
 JZ2338'FEET NORTHEAST OF THE R/W FENCE LINE, 2.5 FEET SOUTHEAST OF A
 JZ2338'WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE TRACK AND SET
 JZ2338'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ2338
 JZ2338                          STATION RECOVERY (1986)
 JZ2338
 JZ2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2338'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.4 KM (2.75
 JZ2338'MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2338'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.3 KM (1.45 MI) SOUTHERLY
 JZ2338'ALONG STATE HIGHWAY 9, THENCE 1.6 KM (1.0 MI) NORTHWESTERLY ALONG THE
 JZ2338'CONRAIL RAILROAD.
 JZ2338
 JZ2338                          STATION RECOVERY (2013)
 JZ2338
 JZ2338'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0422 ***********************************************************************
 LB0422  DESIGNATION -  D 27
 LB0422  PID         -  LB0422
 LB0422  STATE/COUNTY-  IN/HOWARD
 LB0422  COUNTRY     -  US
 LB0422  USGS QUAD   -  KOKOMO WEST (2019)
 LB0422
 LB0422                         *CURRENT SURVEY CONTROL
 LB0422  ______________________________________________________________________
 LB0422* NAD 83(1986) POSITION- 40 29 34.     (N) 086 08 03.     (W)   SCALED
 LB0422* NAVD 88 ORTHO HEIGHT -   249.257 (meters)      817.77  (feet) ADJUSTED
 LB0422  ______________________________________________________________________
 LB0422  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0422  DYNAMIC HEIGHT  -        249.128 (meters)      817.35  (feet) COMP
 LB0422  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 LB0422
 LB0422  VERT ORDER      -  SECOND    CLASS 0
 LB0422
 LB0422.The horizontal coordinates were scaled from a map and have
 LB0422.an estimated accuracy of +/- 6 seconds.
 LB0422
 LB0422.The orthometric height was determined by differential leveling and
 LB0422.adjusted by the NATIONAL GEODETIC SURVEY
 LB0422.in June 1991.
 LB0422
 LB0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0422.GEOID18 height accuracy estimate available here.
 LB0422
 LB0422.Click photographs - Photos may exist for this station.
 LB0422
 LB0422.The dynamic height is computed by dividing the NAVD 88
 LB0422.geopotential number by the normal gravity value computed on the
 LB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0422.degrees latitude (g = 980.6199 gals.).
 LB0422
 LB0422.The modeled gravity was interpolated from observed gravity values.
 LB0422
 LB0422;                    North         East    Units  Estimated Accuracy
 LB0422;SPC IN E     -   582,340.       60,370.      MT  (+/- 180 meters Scaled)
 LB0422
 LB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 LB0422
 LB0422                          SUPERSEDED SURVEY CONTROL
 LB0422
 LB0422  NGVD 29 (??/??/92)  249.380  (m)          818.17   (f) ADJ UNCH    2 0
 LB0422
 LB0422.Superseded values are not recommended for survey control.
 LB0422
 LB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0422.See file dsdata.pdf to determine how the superseded data were derived.
 LB0422
 LB0422_MARKER: DB = BENCH MARK DISK
 LB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0422_STAMPING: D 27 1934
 LB0422_MARK LOGO: CGS
 LB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0422+STABILITY: SURFACE MOTION
 LB0422
 LB0422  HISTORY     - Date     Condition        Report By
 LB0422  HISTORY     - 1934     MONUMENTED       CGS
 LB0422  HISTORY     - 1946     GOOD             CGS
 LB0422
 LB0422                          STATION DESCRIPTION
 LB0422
 LB0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0422'AT KOKOMO.
 LB0422'AT KOKOMO, AT THE INTERSECTION OF U.S. HIGHWAY 31 AND THE NICKLE
 LB0422'PLATE RAILROAD, AT THE OLD STATION NOW LEASED TO THE CENTRAL
 LB0422'STATES PRODUCTS CORP. 42.5 FEET WEST OF THE SOUTHWEST CORNER OF
 LB0422'THE STATION BUILDING, 22 FEET NORTH OF THE NORTH RAIL, 24 FEET
 LB0422'EAST OF THE NORTHEAST LEG OF THE STREET TOWER NO. 181.11, 16
 LB0422'FEET NORTHEAST OF A WATER CRANE, 6 FEET SOUTHEAST OF THE SOUTH
 LB0422'LEG OF THE RAILROAD WATER TOWER, ABOUT 1 FOOT ABOVE THE TRACK,
 LB0422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0423 ***********************************************************************
 LB0423  DESIGNATION -  D 27 RESET
 LB0423  PID         -  LB0423
 LB0423  STATE/COUNTY-  IN/HOWARD
 LB0423  COUNTRY     -  US
 LB0423  USGS QUAD   -  KOKOMO WEST (2019)
 LB0423
 LB0423                         *CURRENT SURVEY CONTROL
 LB0423  ______________________________________________________________________
 LB0423* NAD 83(1986) POSITION- 40 29 34.     (N) 086 08 03.     (W)   SCALED
 LB0423* NAVD 88 ORTHO HEIGHT -   249.06  (meters)      817.1   (feet) RESET
 LB0423  ______________________________________________________________________
 LB0423  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0423  VERT ORDER      -  THIRD
 LB0423
 LB0423.The horizontal coordinates were scaled from a map and have
 LB0423.an estimated accuracy of +/- 6 seconds.
 LB0423
 LB0423.The orthometric height was computed from unverified reset data.
 LB0423
 LB0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0423.GEOID18 height accuracy estimate available here.
 LB0423
 LB0423.Click photographs - Photos may exist for this station.
 LB0423
 LB0423;                    North         East    Units  Estimated Accuracy
 LB0423;SPC IN E     -   582,340.       60,370.      MT  (+/- 180 meters Scaled)
 LB0423
 LB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 LB0423
 LB0423                          SUPERSEDED SURVEY CONTROL
 LB0423
 LB0423.No superseded survey control is available for this station.
 LB0423
 LB0423_MARKER: DB = BENCH MARK DISK
 LB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0423_STAMPING: D 27 RESET 1959
 LB0423_MARK LOGO: CGS
 LB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0423+STABILITY: SURFACE MOTION
 LB0423
 LB0423  HISTORY     - Date     Condition        Report By
 LB0423  HISTORY     - 1959     MONUMENTED       NYSLRR
 LB0423
 LB0423                          STATION DESCRIPTION
 LB0423
 LB0423'DESCRIBED BY NEW YORK ST LOUIS RR 1959
 LB0423'AT KOKOMO.
 LB0423'AT KOKOMO, ON THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, AT
 LB0423'THE SOUTHWEST CORNER OF THE OLD STATION BUILDING, ABOUT 27 FEET
 LB0423'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 134 FEET WEST OF THE
 LB0423'CENTERLINE OF U.S. HIGHWAY 31 (WASHINGTON STREET), ABOUT 10 FEET
 LB0423'ABOVE THE LEVEL OF THE TRACK, AND 1.0 INCH ABOVE AN ADJACENT
 LB0423'BRICK PLATFORM.  THE DISK IS SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2168 ***********************************************************************
 JZ2168  DESIGNATION -  D 270
 JZ2168  PID         -  JZ2168
 JZ2168  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2168  COUNTRY     -  US
 JZ2168  USGS QUAD   -  GRAMMER (2019)
 JZ2168
 JZ2168                         *CURRENT SURVEY CONTROL
 JZ2168  ______________________________________________________________________
 JZ2168* NAD 83(1986) POSITION- 39 11 32.     (N) 085 43 29.     (W)   SCALED
 JZ2168* NAVD 88 ORTHO HEIGHT -   225.028 (meters)      738.28  (feet) ADJUSTED
 JZ2168  ______________________________________________________________________
 JZ2168  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 JZ2168  DYNAMIC HEIGHT  -        224.888 (meters)      737.82  (feet) COMP
 JZ2168  MODELED GRAVITY -    980,000.3   (mgal)                       NAVD 88
 JZ2168
 JZ2168  VERT ORDER      -  SECOND    CLASS 0
 JZ2168
 JZ2168.The horizontal coordinates were scaled from a map and have
 JZ2168.an estimated accuracy of +/- 6 seconds.
 JZ2168
 JZ2168.The orthometric height was determined by differential leveling and
 JZ2168.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2168.in June 1991.
 JZ2168
 JZ2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2168.GEOID18 height accuracy estimate available here.
 JZ2168
 JZ2168.Click photographs - Photos may exist for this station.
 JZ2168
 JZ2168.The dynamic height is computed by dividing the NAVD 88
 JZ2168.geopotential number by the normal gravity value computed on the
 JZ2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2168.degrees latitude (g = 980.6199 gals.).
 JZ2168
 JZ2168.The modeled gravity was interpolated from observed gravity values.
 JZ2168
 JZ2168;                    North         East    Units  Estimated Accuracy
 JZ2168;SPC IN E     -   437,840.       94,990.      MT  (+/- 180 meters Scaled)
 JZ2168
 JZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101388(NAD 83)
 JZ2168
 JZ2168                          SUPERSEDED SURVEY CONTROL
 JZ2168
 JZ2168  NGVD 29 (??/??/92)  225.147  (m)          738.67   (f) ADJ UNCH    2 0
 JZ2168
 JZ2168.Superseded values are not recommended for survey control.
 JZ2168
 JZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2168.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2168
 JZ2168_MARKER: DB = BENCH MARK DISK
 JZ2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2168_STAMPING: D 270 1947
 JZ2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2168+STABILITY: SURFACE MOTION
 JZ2168
 JZ2168  HISTORY     - Date     Condition        Report By
 JZ2168  HISTORY     - 1947     MONUMENTED       CGS
 JZ2168
 JZ2168                          STATION DESCRIPTION
 JZ2168
 JZ2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2168'3.4 MI N FROM GRAMMER.
 JZ2168'ABOUT 1.6 MILES NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2168'GRAMMER, THENCE ABOUT 0.25 MILE EAST, 1.25 MILE NORTH AND 0.25
 JZ2168'MILE WEST ALONG COUNTY ROADS, AT THE JUNCTION OF A ROAD LEADING
 JZ2168'NORTH, 26 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 JZ2168'NORTH, 16.5 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2168'ROAD, 7.5 FEET EAST OF A FENCE CORNER POST, 1 FOOT SOUTH OF THE
 JZ2168'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2168'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2168'PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL
 JZ2168'AT NEWBERN, BARTHOLOMEW COUNTY BY GOING ABOUT 1.5 MILES SOUTH
 JZ2168'ALONG A COUNTY ROAD, THENCE ABOUT 1.15 MILE EAST AND 1.2 MILES
 JZ2168'SOUTH ALONG COUNTY ROADS TO THE JUNCTION OF AN EAST-WEST ROAD AND
 JZ2168'SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2220 ***********************************************************************
 JZ2220  DESIGNATION -  D 271
 JZ2220  PID         -  JZ2220
 JZ2220  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2220  COUNTRY     -  US
 JZ2220  USGS QUAD   -  COLUMBUS (2019)
 JZ2220
 JZ2220                         *CURRENT SURVEY CONTROL
 JZ2220  ______________________________________________________________________
 JZ2220* NAD 83(1986) POSITION- 39 08 34.     (N) 085 55 13.     (W)   SCALED
 JZ2220* NAVD 88 ORTHO HEIGHT -   185.980 (meters)      610.17  (feet) ADJUSTED
 JZ2220  ______________________________________________________________________
 JZ2220  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 JZ2220  DYNAMIC HEIGHT  -        185.865 (meters)      609.79  (feet) COMP
 JZ2220  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 JZ2220
 JZ2220  VERT ORDER      -  SECOND    CLASS 0
 JZ2220
 JZ2220.The horizontal coordinates were scaled from a map and have
 JZ2220.an estimated accuracy of +/- 6 seconds.
 JZ2220
 JZ2220.The orthometric height was determined by differential leveling and
 JZ2220.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2220.in June 1991.
 JZ2220
 JZ2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2220.GEOID18 height accuracy estimate available here.
 JZ2220
 JZ2220.Click photographs - Photos may exist for this station.
 JZ2220
 JZ2220.The dynamic height is computed by dividing the NAVD 88
 JZ2220.geopotential number by the normal gravity value computed on the
 JZ2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2220.degrees latitude (g = 980.6199 gals.).
 JZ2220
 JZ2220.The modeled gravity was interpolated from observed gravity values.
 JZ2220
 JZ2220;                    North         East    Units  Estimated Accuracy
 JZ2220;SPC IN E     -   432,380.       78,080.      MT  (+/- 180 meters Scaled)
 JZ2220
 JZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ933331(NAD 83)
 JZ2220
 JZ2220                          SUPERSEDED SURVEY CONTROL
 JZ2220
 JZ2220  NGVD 29 (??/??/92)  186.102  (m)          610.57   (f) ADJ UNCH    2 0
 JZ2220
 JZ2220.Superseded values are not recommended for survey control.
 JZ2220
 JZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2220.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2220
 JZ2220_MARKER: DB = BENCH MARK DISK
 JZ2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2220_STAMPING: D 271 1947
 JZ2220_MARK LOGO: CGS
 JZ2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2220+STABILITY: SURFACE MOTION
 JZ2220
 JZ2220  HISTORY     - Date     Condition        Report By
 JZ2220  HISTORY     - 1947     MONUMENTED       CGS
 JZ2220
 JZ2220                          STATION DESCRIPTION
 JZ2220
 JZ2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2220'4.6 MI S FROM COLUMBUS.
 JZ2220'ABOUT 4.05 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 31 FROM THE
 JZ2220'COURT HOUSE AT COLUMBUS, THENCE ABOUT 0.1 MILE WEST ALONG A BLACK
 JZ2220'TOP ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD TO
 JZ2220'THE ENTRANCE TO THE COLUMBUS MUNICIPAL AIRPORT, 24.5 FEET NORTH
 JZ2220'OF THE CENTER LINE OF THE ENTRANCE DRIVE, 20 FEET WEST OF THE
 JZ2220'CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE GATE POST, 1 FOOT
 JZ2220'WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2220'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2220'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1842 ***********************************************************************
 JZ1842  DESIGNATION -  D 272
 JZ1842  PID         -  JZ1842
 JZ1842  STATE/COUNTY-  IN/DECATUR
 JZ1842  COUNTRY     -  US
 JZ1842  USGS QUAD   -  GREENSBURG (2019)
 JZ1842
 JZ1842                         *CURRENT SURVEY CONTROL
 JZ1842  ______________________________________________________________________
 JZ1842* NAD 83(1986) POSITION- 39 19 57.     (N) 085 27 23.     (W)   SCALED
 JZ1842* NAVD 88 ORTHO HEIGHT -   296.317 (meters)      972.17  (feet) ADJUSTED
 JZ1842  ______________________________________________________________________
 JZ1842  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ1842  DYNAMIC HEIGHT  -        296.131 (meters)      971.56  (feet) COMP
 JZ1842  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 JZ1842
 JZ1842  VERT ORDER      -  FIRST     CLASS II
 JZ1842
 JZ1842.The horizontal coordinates were scaled from a map and have
 JZ1842.an estimated accuracy of +/- 6 seconds.
 JZ1842
 JZ1842.The orthometric height was determined by differential leveling and
 JZ1842.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1842.in June 1991.
 JZ1842
 JZ1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1842.GEOID18 height accuracy estimate available here.
 JZ1842
 JZ1842.Click photographs - Photos may exist for this station.
 JZ1842
 JZ1842.The dynamic height is computed by dividing the NAVD 88
 JZ1842.geopotential number by the normal gravity value computed on the
 JZ1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1842.degrees latitude (g = 980.6199 gals.).
 JZ1842
 JZ1842.The modeled gravity was interpolated from observed gravity values.
 JZ1842
 JZ1842;                    North         East    Units  Estimated Accuracy
 JZ1842;SPC IN E     -   453,430.      118,130.      MT  (+/- 180 meters Scaled)
 JZ1842
 JZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ330548(NAD 83)
 JZ1842
 JZ1842                          SUPERSEDED SURVEY CONTROL
 JZ1842
 JZ1842  NGVD 29 (??/??/92)  296.427  (m)          972.53   (f) ADJ UNCH    1 2
 JZ1842
 JZ1842.Superseded values are not recommended for survey control.
 JZ1842
 JZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1842.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1842
 JZ1842_MARKER: DB = BENCH MARK DISK
 JZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1842_STAMPING: D 272 1947
 JZ1842_MARK LOGO: CGS
 JZ1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1842+STABILITY: SURFACE MOTION
 JZ1842
 JZ1842  HISTORY     - Date     Condition        Report By
 JZ1842  HISTORY     - 1947     MONUMENTED       CGS
 JZ1842  HISTORY     - 1986     GOOD             NGS
 JZ1842
 JZ1842                          STATION DESCRIPTION
 JZ1842
 JZ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1842'1.9 MI SE FROM GREENSBURG.
 JZ1842'ABOUT 1.9 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1842'FROM THE STATION AT GREENSBURG, AT A FARM LANE CROSSING, ABOUT
 JZ1842'13 RAILS SOUTHEAST OF MILE POST NO. 61, 30 FEET NORTHEAST OF
 JZ1842'THE NORTHEAST RAIL, 26 FEET WEST OF THE CENTER LINE OF THE FARM
 JZ1842'LANE, 62 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 46
 JZ1842'WHICH PARALLELS THE TRACK, 7.5 FEET SOUTHEAST OF POLE NO. 60/43,
 JZ1842'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 JZ1842'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1842'5 INCHES.
 JZ1842
 JZ1842                          STATION RECOVERY (1986)
 JZ1842
 JZ1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1842'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 JZ1842'SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION WITH
 JZ1842'INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 2.1 KM (1.3 MI)
 JZ1842'SOUTHEASTERLY ALONG STATE HIGHWAY 46.  DELETE--7.5 FT SOUTHEAST OF
 JZ1842'POLE NUMBER 60/43.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0553 ***********************************************************************
 JZ0553  DESIGNATION -  D 273
 JZ0553  PID         -  JZ0553
 JZ0553  STATE/COUNTY-  IN/DEARBORN
 JZ0553  COUNTRY     -  US
 JZ0553  USGS QUAD   -  GUILFORD (2019)
 JZ0553
 JZ0553                         *CURRENT SURVEY CONTROL
 JZ0553  ______________________________________________________________________
 JZ0553* NAD 83(1986) POSITION- 39 09 59.     (N) 084 57 24.     (W)   SCALED
 JZ0553* NAVD 88 ORTHO HEIGHT -   183.498 (meters)      602.03  (feet) ADJUSTED
 JZ0553  ______________________________________________________________________
 JZ0553  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ0553  DYNAMIC HEIGHT  -        183.382 (meters)      601.65  (feet) COMP
 JZ0553  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 JZ0553
 JZ0553  VERT ORDER      -  FIRST     CLASS II
 JZ0553
 JZ0553.The horizontal coordinates were scaled from a map and have
 JZ0553.an estimated accuracy of +/- 6 seconds.
 JZ0553
 JZ0553.The orthometric height was determined by differential leveling and
 JZ0553.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0553.in June 1991.
 JZ0553
 JZ0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0553.GEOID18 height accuracy estimate available here.
 JZ0553
 JZ0553.Click photographs - Photos may exist for this station.
 JZ0553
 JZ0553.The dynamic height is computed by dividing the NAVD 88
 JZ0553.geopotential number by the normal gravity value computed on the
 JZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0553.degrees latitude (g = 980.6199 gals.).
 JZ0553
 JZ0553.The modeled gravity was interpolated from observed gravity values.
 JZ0553
 JZ0553;                    North         East    Units  Estimated Accuracy
 JZ0553;SPC IN E     -   435,210.      161,360.      MT  (+/- 180 meters Scaled)
 JZ0553
 JZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765372(NAD 83)
 JZ0553
 JZ0553                          SUPERSEDED SURVEY CONTROL
 JZ0553
 JZ0553  NGVD 29 (??/??/92)  183.698  (m)          602.68   (f) ADJ UNCH    1 2
 JZ0553
 JZ0553.Superseded values are not recommended for survey control.
 JZ0553
 JZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0553.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0553
 JZ0553_MARKER: DB = BENCH MARK DISK
 JZ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0553_SP_SET: BRIDGE
 JZ0553_STAMPING: D 273 1947
 JZ0553_MARK LOGO: CGS
 JZ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0553
 JZ0553  HISTORY     - Date     Condition        Report By
 JZ0553  HISTORY     - 1947     MONUMENTED       CGS
 JZ0553  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0553
 JZ0553                          STATION DESCRIPTION
 JZ0553
 JZ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0553'2.6 MI NW FROM GUILFORD.
 JZ0553'2.6 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0553'THE STATION AT GUILFORD, ABOUT 0.9 MILE SOUTHEAST OF THE
 JZ0553'ABANDONED STATION AT BONNELL, SET IN THE TOP OF THE SOUTHWEST
 JZ0553'END OF THE NORTHWEST HEAD WALL OF A TRIPLE ARCH CONCRETE
 JZ0553'RAILROAD BRIDGE, 13 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 JZ0553'ABOUT LEVEL WITH THE TRACK.
 JZ0553
 JZ0553                          STATION RECOVERY (1986)
 JZ0553
 JZ0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0553'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0928 ***********************************************************************
 JZ0928  DESIGNATION -  D 274
 JZ0928  PID         -  JZ0928
 JZ0928  STATE/COUNTY-  IN/FRANKLIN
 JZ0928  COUNTRY     -  US
 JZ0928  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0928
 JZ0928                         *CURRENT SURVEY CONTROL
 JZ0928  ______________________________________________________________________
 JZ0928* NAD 83(1986) POSITION- 39 18 34.     (N) 084 54 02.     (W)   SCALED
 JZ0928* NAVD 88 ORTHO HEIGHT -   186.591 (meters)      612.17  (feet) ADJUSTED
 JZ0928  ______________________________________________________________________
 JZ0928  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 JZ0928  DYNAMIC HEIGHT  -        186.479 (meters)      611.81  (feet) COMP
 JZ0928  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 JZ0928
 JZ0928  VERT ORDER      -  SECOND    CLASS 0
 JZ0928
 JZ0928.The horizontal coordinates were scaled from a map and have
 JZ0928.an estimated accuracy of +/- 6 seconds.
 JZ0928
 JZ0928.The orthometric height was determined by differential leveling and
 JZ0928.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0928.in June 1991.
 JZ0928
 JZ0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0928.GEOID18 height accuracy estimate available here.
 JZ0928
 JZ0928.Click photographs - Photos may exist for this station.
 JZ0928
 JZ0928.The dynamic height is computed by dividing the NAVD 88
 JZ0928.geopotential number by the normal gravity value computed on the
 JZ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0928.degrees latitude (g = 980.6199 gals.).
 JZ0928
 JZ0928.The modeled gravity was interpolated from observed gravity values.
 JZ0928
 JZ0928;                    North         East    Units  Estimated Accuracy
 JZ0928;SPC IN E     -   451,130.      166,070.      MT  (+/- 180 meters Scaled)
 JZ0928
 JZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ810532(NAD 83)
 JZ0928
 JZ0928                          SUPERSEDED SURVEY CONTROL
 JZ0928
 JZ0928  NGVD 29 (??/??/92)  186.775  (m)          612.78   (f) ADJ UNCH    2 0
 JZ0928
 JZ0928.Superseded values are not recommended for survey control.
 JZ0928
 JZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0928.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0928
 JZ0928_MARKER: DB = BENCH MARK DISK
 JZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0928_STAMPING: D 274 1947
 JZ0928_MARK LOGO: CGS
 JZ0928_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0928+STABILITY: SURFACE MOTION
 JZ0928
 JZ0928  HISTORY     - Date     Condition        Report By
 JZ0928  HISTORY     - 1947     MONUMENTED       CGS
 JZ0928
 JZ0928                          STATION DESCRIPTION
 JZ0928
 JZ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0928'AT NEW TRENTON.
 JZ0928'AT NEW TRENTON, ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM
 JZ0928'THE POST OFFICE, AT AN EAST-WEST STREET CROSSING, 26 FEET EAST
 JZ0928'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER
 JZ0928'LINE OF THE STREET, 10 FEET SOUTH OF THE SOUTH CORNER OF THE
 JZ0928'RESIDENCE OF RALPH MERICLE, 1 FOOT SOUTHEAST OF THE SOUTH
 JZ0928'FENCE CORNER OF THE STEEL RAIL AND WIRE FENCE AROUND THE HOUSE,
 JZ0928'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 JZ0928'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0104 ***********************************************************************
 HB0104  DESIGNATION -  D 275
 HB0104  PID         -  HB0104
 HB0104  STATE/COUNTY-  IN/POSEY
 HB0104  COUNTRY     -  US
 HB0104  USGS QUAD   -  WABASH ISLAND (2019)
 HB0104
 HB0104                         *CURRENT SURVEY CONTROL
 HB0104  ______________________________________________________________________
 HB0104* NAD 83(1986) POSITION- 37 51 18.     (N) 088 01 37.     (W)   SCALED
 HB0104* NAVD 88 ORTHO HEIGHT -   108.175 (meters)      354.90  (feet) ADJUSTED
 HB0104  ______________________________________________________________________
 HB0104  GEOID HEIGHT    -        -30.293 (meters)                     GEOID18
 HB0104  DYNAMIC HEIGHT  -        108.101 (meters)      354.66  (feet) COMP
 HB0104  MODELED GRAVITY -    979,944.7   (mgal)                       NAVD 88
 HB0104
 HB0104  VERT ORDER      -  FIRST     CLASS II
 HB0104
 HB0104.The horizontal coordinates were scaled from a map and have
 HB0104.an estimated accuracy of +/- 6 seconds.
 HB0104
 HB0104.The orthometric height was determined by differential leveling and
 HB0104.adjusted by the NATIONAL GEODETIC SURVEY
 HB0104.in June 1991.
 HB0104
 HB0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0104.GEOID18 height accuracy estimate available here.
 HB0104
 HB0104.Click photographs - Photos may exist for this station.
 HB0104
 HB0104.The dynamic height is computed by dividing the NAVD 88
 HB0104.geopotential number by the normal gravity value computed on the
 HB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0104.degrees latitude (g = 980.6199 gals.).
 HB0104
 HB0104.The modeled gravity was interpolated from observed gravity values.
 HB0104
 HB0104;                    North         East    Units  Estimated Accuracy
 HB0104;SPC IN W     -   289,820.      816,960.      MT  (+/- 180 meters Scaled)
 HB0104
 HB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG096902(NAD 83)
 HB0104
 HB0104                          SUPERSEDED SURVEY CONTROL
 HB0104
 HB0104  NGVD 29 (11/26/84)  108.281  (m)          355.25   (f) ADJUSTED    1 2
 HB0104
 HB0104.Superseded values are not recommended for survey control.
 HB0104
 HB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0104.See file dsdata.pdf to determine how the superseded data were derived.
 HB0104
 HB0104_MARKER: DB = BENCH MARK DISK
 HB0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0104_SP_SET: ABUTMENT
 HB0104_STAMPING: D 275 1954
 HB0104_MARK LOGO: CGS
 HB0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0104
 HB0104  HISTORY     - Date     Condition        Report By
 HB0104  HISTORY     - 1954     MONUMENTED       CGS
 HB0104
 HB0104                          STATION DESCRIPTION
 HB0104
 HB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0104'9.4 MI SW FROM PRAIRIE.
 HB0104'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0104'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG A GRAVEL
 HB0104'ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST, ABOUT 1.5 MILES
 HB0104'WEST AND SOUTH, ABOUT 0.95 MILE WEST, ABOUT 1.5 MILES SOUTH AND
 HB0104'ABOUT 0.4 MILE EAST ALONG GRAVEL ROADS, ABOUT 0.55 MILE WEST OF THE
 HB0104'T JUNCTION OF A ROAD SOUTH, IN THE TOP OF THE SOUTHWEST END OF THE
 HB0104'SOUTHWEST WING WALL OF THE WEST CONCRETE ABUTMENT OF A 22-FOOT
 HB0104'CONCRETE BRIDGE OVER A SLOUGH, 12 1/2 FEET SOUTH OF CENTER LINE OF
 HB0104'ROAD, 4 1/2 FEET SOUTHWEST OF WEST END OF SOUTH BRIDGE RAILING,
 HB0104'AND ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1595 ***********************************************************************
 JZ1595  DESIGNATION -  D 276
 JZ1595  PID         -  JZ1595
 JZ1595  STATE/COUNTY-  IN/WAYNE
 JZ1595  COUNTRY     -  US
 JZ1595  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1595
 JZ1595                         *CURRENT SURVEY CONTROL
 JZ1595  ______________________________________________________________________
 JZ1595* NAD 83(1986) POSITION- 39 48 10.3    (N) 085 10 59.2    (W)   HD_HELD2
 JZ1595* NAVD 88 ORTHO HEIGHT -   294.310 (meters)      965.58  (feet) ADJUSTED
 JZ1595  ______________________________________________________________________
 JZ1595  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ1595  DYNAMIC HEIGHT  -        294.140 (meters)      965.02  (feet) COMP
 JZ1595  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 JZ1595
 JZ1595  VERT ORDER      -  SECOND    CLASS 0
 JZ1595
 JZ1595.The horizontal coordinates were established by autonomous hand held GPS
 JZ1595.observations and have an estimated accuracy of +/- 10 meters.
 JZ1595
 JZ1595.The orthometric height was determined by differential leveling and
 JZ1595.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1595.in June 1991.
 JZ1595
 JZ1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1595.GEOID18 height accuracy estimate available here.
 JZ1595
 JZ1595.Click photographs - Photos may exist for this station.
 JZ1595
 JZ1595.The dynamic height is computed by dividing the NAVD 88
 JZ1595.geopotential number by the normal gravity value computed on the
 JZ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1595.degrees latitude (g = 980.6199 gals.).
 JZ1595
 JZ1595.The modeled gravity was interpolated from observed gravity values.
 JZ1595
 JZ1595;                    North         East    Units  Estimated Accuracy
 JZ1595;SPC IN E     -   505,741.      141,410.      MT  (+/- 10 meters HH2 GPS)
 JZ1595
 JZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5553807456(NAD 83)
 JZ1595
 JZ1595                          SUPERSEDED SURVEY CONTROL
 JZ1595
 JZ1595  NGVD 29 (??/??/92)  294.449  (m)          966.04   (f) ADJ UNCH    2 0
 JZ1595
 JZ1595.Superseded values are not recommended for survey control.
 JZ1595
 JZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1595.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1595
 JZ1595_MARKER: DB = BENCH MARK DISK
 JZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1595_STAMPING: D 276 1947
 JZ1595_MARK LOGO: CGS
 JZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1595+STABILITY: SURFACE MOTION
 JZ1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1595+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1595
 JZ1595  HISTORY     - Date     Condition        Report By
 JZ1595  HISTORY     - 1947     MONUMENTED       CGS
 JZ1595  HISTORY     - 1973     GOOD             NGS
 JZ1595  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1595
 JZ1595                          STATION DESCRIPTION
 JZ1595
 JZ1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1595'1 MI S FROM CAMBRIDGE CITY.
 JZ1595'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JZ1595'CAMBRIDGE CITY, THENCE 0.65 MILE SOUTH ALONG A GRAVEL ROAD, IN
 JZ1595'THE SOUTHEAST QUARTER OF AN EAST-WEST CROSS ROAD, 31 FEET EAST
 JZ1595'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE
 JZ1595'CENTER LINE OF THE EAST-WEST ROAD, 14 FEET EAST OF A FENCE
 JZ1595'CORNER, 9 FEET EAST OF A POWER LINE POLE NUMBER 555-848, 1 FOOT
 JZ1595'NORTH OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1595'POST, 1 FOOT BELOW THE ROAD LEVEL AND SET IN THE TOP OF A
 JZ1595'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1595
 JZ1595                          STATION RECOVERY (1973)
 JZ1595
 JZ1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ1595'RECOVERED IN GOOD CONDITION.
 JZ1595
 JZ1595                          STATION RECOVERY (2003)
 JZ1595
 JZ1595'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1595'39 48.172 85 10.986 (14 FT)
 JZ1595'MONUMENT IS TILTED 20 DEGREES.  A METAL WITNESS POST IS ADJACENT TO
 JZ1595'IT.  ALL ROADS ARE PAVED.  PAUL ROAD IS N-S.  HUNNICUT ROAD IS E-W.
 JZ1595'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1467 ***********************************************************************
 JZ1467  DESIGNATION -  D 277
 JZ1467  PID         -  JZ1467
 JZ1467  STATE/COUNTY-  IN/WAYNE
 JZ1467  COUNTRY     -  US
 JZ1467  USGS QUAD   -  NEW PARIS (2016)
 JZ1467
 JZ1467                         *CURRENT SURVEY CONTROL
 JZ1467  ______________________________________________________________________
 JZ1467* NAD 83(1986) POSITION- 39 45 29.     (N) 084 51 05.     (W)   SCALED
 JZ1467* NAVD 88 ORTHO HEIGHT -   342.504 (meters)     1123.70  (feet) ADJUSTED
 JZ1467  ______________________________________________________________________
 JZ1467  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 JZ1467  DYNAMIC HEIGHT  -        342.302 (meters)     1123.04  (feet) COMP
 JZ1467  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 JZ1467
 JZ1467  VERT ORDER      -  SECOND    CLASS 0
 JZ1467
 JZ1467.This mark is at Richmond Airport (RID)
 JZ1467
 JZ1467.The horizontal coordinates were scaled from a map and have
 JZ1467.an estimated accuracy of +/- 6 seconds.
 JZ1467
 JZ1467.The orthometric height was determined by differential leveling and
 JZ1467.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1467.in June 1991.
 JZ1467
 JZ1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1467.GEOID18 height accuracy estimate available here.
 JZ1467
 JZ1467.Click photographs - Photos may exist for this station.
 JZ1467
 JZ1467.The dynamic height is computed by dividing the NAVD 88
 JZ1467.geopotential number by the normal gravity value computed on the
 JZ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1467.degrees latitude (g = 980.6199 gals.).
 JZ1467
 JZ1467.The modeled gravity was interpolated from observed gravity values.
 JZ1467
 JZ1467;                    North         East    Units  Estimated Accuracy
 JZ1467;SPC IN E     -   500,970.      169,860.      MT  (+/- 180 meters Scaled)
 JZ1467
 JZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK840031(NAD 83)
 JZ1467
 JZ1467                          SUPERSEDED SURVEY CONTROL
 JZ1467
 JZ1467  NGVD 29 (??/??/92)  342.649  (m)         1124.17   (f) ADJ UNCH    2 0
 JZ1467
 JZ1467.Superseded values are not recommended for survey control.
 JZ1467
 JZ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1467.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1467
 JZ1467_MARKER: DB = BENCH MARK DISK
 JZ1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1467_STAMPING: D 277 1947
 JZ1467_MARK LOGO: CGS
 JZ1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1467+STABILITY: SURFACE MOTION
 JZ1467
 JZ1467  HISTORY     - Date     Condition        Report By
 JZ1467  HISTORY     - 1947     MONUMENTED       CGS
 JZ1467
 JZ1467                          STATION DESCRIPTION
 JZ1467
 JZ1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1467'1.2 MI N FROM BOSTON.
 JZ1467'1.15 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE INTERSECTION
 JZ1467'OF STATE HIGHWAY 122 AT BOSTON, AT THE RICHMOND MUNICIPAL
 JZ1467'AIRPORT, 166.5 FEET EAST OF THE EAST R/W FENCE LINE OF THE
 JZ1467'HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE ROAD
 JZ1467'RUNNING ON THE SOUTH SIDE OF THE OFFICE BUILDING, 4 FEET
 JZ1467'SOUTHEAST OF THE SOUTHEAST CORNER OF A TRACTOR SHED, 2 FEET
 JZ1467'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1371 ***********************************************************************
 HZ1371  DESIGNATION -  D 278
 HZ1371  PID         -  HZ1371
 HZ1371  STATE/COUNTY-  IN/CLARK
 HZ1371  COUNTRY     -  US
 HZ1371  USGS QUAD   -  NEW ALBANY (2019)
 HZ1371
 HZ1371                         *CURRENT SURVEY CONTROL
 HZ1371  ______________________________________________________________________
 HZ1371* NAD 83(1986) POSITION- 38 18 07.     (N) 085 45 47.     (W)   SCALED
 HZ1371* NAVD 88 ORTHO HEIGHT -   140.322 (meters)      460.37  (feet) ADJUSTED
 HZ1371  ______________________________________________________________________
 HZ1371  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 HZ1371  DYNAMIC HEIGHT  -        140.228 (meters)      460.06  (feet) COMP
 HZ1371  MODELED GRAVITY -    979,955.1   (mgal)                       NAVD 88
 HZ1371
 HZ1371  VERT ORDER      -  FIRST     CLASS II
 HZ1371
 HZ1371.The horizontal coordinates were scaled from a map and have
 HZ1371.an estimated accuracy of +/- 6 seconds.
 HZ1371
 HZ1371.The orthometric height was determined by differential leveling and
 HZ1371.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1371.in June 1991.
 HZ1371
 HZ1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1371.GEOID18 height accuracy estimate available here.
 HZ1371
 HZ1371.Click photographs - Photos may exist for this station.
 HZ1371
 HZ1371.The dynamic height is computed by dividing the NAVD 88
 HZ1371.geopotential number by the normal gravity value computed on the
 HZ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1371.degrees latitude (g = 980.6199 gals.).
 HZ1371
 HZ1371.The modeled gravity was interpolated from observed gravity values.
 HZ1371
 HZ1371;                    North         East    Units  Estimated Accuracy
 HZ1371;SPC IN E     -   339,010.       91,570.      MT  (+/- 180 meters Scaled)
 HZ1371
 HZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH081400(NAD 83)
 HZ1371
 HZ1371                          SUPERSEDED SURVEY CONTROL
 HZ1371
 HZ1371  NGVD 29 (??/??/92)  140.475  (m)          460.88   (f) ADJ UNCH    1 2
 HZ1371
 HZ1371.Superseded values are not recommended for survey control.
 HZ1371
 HZ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1371.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1371
 HZ1371_MARKER: DB = BENCH MARK DISK
 HZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1371_STAMPING: D 278 1949
 HZ1371_MARK LOGO: CGS
 HZ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1371+STABILITY: SURFACE MOTION
 HZ1371
 HZ1371  HISTORY     - Date     Condition        Report By
 HZ1371  HISTORY     - 1949     MONUMENTED       CGS
 HZ1371  HISTORY     - 1965     GOOD             CGS
 HZ1371  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1371
 HZ1371                          STATION DESCRIPTION
 HZ1371
 HZ1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1371'2.3 MI N FROM CLARKSVILLE.
 HZ1371'ABOUT 1.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1371'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1371'CLARKSVILLE, THENCE 0.95 MILE NORTHWEST ALONG EASTERN BOULEVARD,
 HZ1371'AT THE WEST CORNER OF A NEW SHOPPING CENTER AREA NOW UNDER
 HZ1371'CONSTRUCTION, 37 1/2 FEET NORTHEAST OF THE CENTER LINE OF EASTERN
 HZ1371'BOULEVARD, 162 1/2 FEET NORTHEAST AND ACROSS THE BOULEVARD FROM THE
 HZ1371'EAST CORNER OF A BUILDING, 44 FEET SOUTH-SOUTHWEST OF THE SOUTH
 HZ1371'CORNER OF HOUSE 830, 11 FEET NORTHEAST OF A TELEPHONE POLE, 11 FEET
 HZ1371'SOUTHWEST OF A POWER POLE, 4 FEET SOUTHEAST OF A CHAIN-LINK FENCE,
 HZ1371'0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1371'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ1371
 HZ1371                          STATION RECOVERY (1979)
 HZ1371
 HZ1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0214 ***********************************************************************
 JA0214  DESIGNATION -  D 279
 JA0214  PID         -  JA0214
 JA0214  STATE/COUNTY-  IN/WASHINGTON
 JA0214  COUNTRY     -  US
 JA0214  USGS QUAD   -  SALEM (2019)
 JA0214
 JA0214                         *CURRENT SURVEY CONTROL
 JA0214  ______________________________________________________________________
 JA0214* NAD 83(1986) POSITION- 38 36 33.     (N) 086 04 44.     (W)   SCALED
 JA0214* NAVD 88 ORTHO HEIGHT -   224.783 (meters)      737.48  (feet) ADJUSTED
 JA0214  ______________________________________________________________________
 JA0214  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 JA0214  DYNAMIC HEIGHT  -        224.633 (meters)      736.98  (feet) COMP
 JA0214  MODELED GRAVITY -    979,955.1   (mgal)                       NAVD 88
 JA0214
 JA0214  VERT ORDER      -  FIRST     CLASS II
 JA0214
 JA0214.The horizontal coordinates were scaled from a map and have
 JA0214.an estimated accuracy of +/- 6 seconds.
 JA0214
 JA0214.The orthometric height was determined by differential leveling and
 JA0214.adjusted by the NATIONAL GEODETIC SURVEY
 JA0214.in June 1991.
 JA0214
 JA0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0214.GEOID18 height accuracy estimate available here.
 JA0214
 JA0214.Click photographs - Photos may exist for this station.
 JA0214
 JA0214.The dynamic height is computed by dividing the NAVD 88
 JA0214.geopotential number by the normal gravity value computed on the
 JA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0214.degrees latitude (g = 980.6199 gals.).
 JA0214
 JA0214.The modeled gravity was interpolated from observed gravity values.
 JA0214
 JA0214;                    North         East    Units  Estimated Accuracy
 JA0214;SPC IN E     -   373,190.       64,100.      MT  (+/- 180 meters Scaled)
 JA0214
 JA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH801738(NAD 83)
 JA0214
 JA0214                          SUPERSEDED SURVEY CONTROL
 JA0214
 JA0214  NGVD 29 (??/??/92)  224.900  (m)          737.86   (f) ADJ UNCH    1 2
 JA0214
 JA0214.Superseded values are not recommended for survey control.
 JA0214
 JA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0214.See file dsdata.pdf to determine how the superseded data were derived.
 JA0214
 JA0214_MARKER: DB = BENCH MARK DISK
 JA0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0214_SP_SET: BRIDGE
 JA0214_STAMPING: D 279 1949
 JA0214_MARK LOGO: CGS
 JA0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0214
 JA0214  HISTORY     - Date     Condition        Report By
 JA0214  HISTORY     - 1949     MONUMENTED       CGS
 JA0214
 JA0214                          STATION DESCRIPTION
 JA0214
 JA0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0214'1.4 MI SE FROM SALEM.
 JA0214'ABOUT 1.4 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0214'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, SET IN THE TOP OF
 JA0214'THE SOUTH END OF THE WEST ABUTMENT OF CONCRETE-STEEL RAILROAD
 JA0214'BRIDGE 283.7, 5.5 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 4 FEET
 JA0214'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0228 ***********************************************************************
 LB0228  DESIGNATION -  D 28
 LB0228  PID         -  LB0228
 LB0228  STATE/COUNTY-  IN/CASS
 LB0228  COUNTRY     -  US
 LB0228  USGS QUAD   -  TWELVE MILE (2019)
 LB0228
 LB0228                         *CURRENT SURVEY CONTROL
 LB0228  ______________________________________________________________________
 LB0228* NAD 83(1986) POSITION- 40 45 59.     (N) 086 13 36.     (W)   SCALED
 LB0228* NAVD 88 ORTHO HEIGHT -   206.639 (meters)      677.95  (feet) ADJUSTED
 LB0228  ______________________________________________________________________
 LB0228  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 LB0228  DYNAMIC HEIGHT  -        206.541 (meters)      677.63  (feet) COMP
 LB0228  MODELED GRAVITY -    980,144.2   (mgal)                       NAVD 88
 LB0228
 LB0228  VERT ORDER      -  SECOND    CLASS 0
 LB0228
 LB0228.The horizontal coordinates were scaled from a map and have
 LB0228.an estimated accuracy of +/- 6 seconds.
 LB0228
 LB0228.The orthometric height was determined by differential leveling and
 LB0228.adjusted by the NATIONAL GEODETIC SURVEY
 LB0228.in June 1991.
 LB0228
 LB0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0228.GEOID18 height accuracy estimate available here.
 LB0228
 LB0228.Click photographs - Photos may exist for this station.
 LB0228
 LB0228.The dynamic height is computed by dividing the NAVD 88
 LB0228.geopotential number by the normal gravity value computed on the
 LB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0228.degrees latitude (g = 980.6199 gals.).
 LB0228
 LB0228.The modeled gravity was interpolated from observed gravity values.
 LB0228
 LB0228;                    North         East    Units  Estimated Accuracy
 LB0228;SPC IN E     -   612,770.       52,720.      MT  (+/- 180 meters Scaled)
 LB0228
 LB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL652131(NAD 83)
 LB0228
 LB0228                          SUPERSEDED SURVEY CONTROL
 LB0228
 LB0228  NGVD 29 (??/??/92)  206.762  (m)          678.35   (f) ADJ UNCH    2 0
 LB0228
 LB0228.Superseded values are not recommended for survey control.
 LB0228
 LB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0228.See file dsdata.pdf to determine how the superseded data were derived.
 LB0228
 LB0228_MARKER: DB = BENCH MARK DISK
 LB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0228_STAMPING: D 28 1934
 LB0228_MARK LOGO: CGS
 LB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0228+STABILITY: SURFACE MOTION
 LB0228
 LB0228  HISTORY     - Date     Condition        Report By
 LB0228  HISTORY     - 1934     MONUMENTED       CGS
 LB0228  HISTORY     - 1946     GOOD             CGS
 LB0228  HISTORY     - 1969     POOR             BRADY
 LB0228
 LB0228                          STATION DESCRIPTION
 LB0228
 LB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0228'1.7 MI W FROM NEW WAVERLY.
 LB0228'ABOUT 1.7 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0228'AT NEW WAVERLY, ABOUT 200 YARDS WEST OF MILE POST 277, SET IN THE
 LB0228'SOUTHWEST QUARTER OF A DIRT ROAD CROSSING, 46 FEET SOUTH OF THE
 LB0228'SOUTH RAIL, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET
 LB0228'NORTH-NORTHEAST OF A 6 INCH CORNER FENCE POST, ABOUT 3.5 FEET
 LB0228'BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0228'6 INCHES.  NOTE-- BM NOW 0.3 FT BELOW GROUND LEVEL AND APPEARS
 LB0228'TO HAVE BEEN PUSHED OVER SLIGHTLY.
 LB0228
 LB0228                          STATION RECOVERY (1969)
 LB0228
 LB0228'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0228'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0805 ***********************************************************************
 JA0805  DESIGNATION -  D 280
 JA0805  PID         -  JA0805
 JA0805  STATE/COUNTY-  IN/GREENE
 JA0805  COUNTRY     -  US
 JA0805  USGS QUAD   -  OWENSBURG (2019)
 JA0805
 JA0805                         *CURRENT SURVEY CONTROL
 JA0805  ______________________________________________________________________
 JA0805* NAD 83(1986) POSITION- 38 56 57.     (N) 086 44 27.     (W)   SCALED
 JA0805* NAVD 88 ORTHO HEIGHT -   231.503 (meters)      759.52  (feet) ADJUSTED
 JA0805  ______________________________________________________________________
 JA0805  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JA0805  DYNAMIC HEIGHT  -        231.357 (meters)      759.04  (feet) COMP
 JA0805  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 JA0805
 JA0805  VERT ORDER      -  FIRST     CLASS II
 JA0805
 JA0805.The horizontal coordinates were scaled from a map and have
 JA0805.an estimated accuracy of +/- 6 seconds.
 JA0805
 JA0805.The orthometric height was determined by differential leveling and
 JA0805.adjusted by the NATIONAL GEODETIC SURVEY
 JA0805.in June 1991.
 JA0805
 JA0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0805.GEOID18 height accuracy estimate available here.
 JA0805
 JA0805.Click photographs - Photos may exist for this station.
 JA0805
 JA0805.The dynamic height is computed by dividing the NAVD 88
 JA0805.geopotential number by the normal gravity value computed on the
 JA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0805.degrees latitude (g = 980.6199 gals.).
 JA0805
 JA0805.The modeled gravity was interpolated from observed gravity values.
 JA0805
 JA0805;                    North         East    Units  Estimated Accuracy
 JA0805;SPC IN W     -   410,910.      929,690.      MT  (+/- 180 meters Scaled)
 JA0805
 JA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ224111(NAD 83)
 JA0805
 JA0805                          SUPERSEDED SURVEY CONTROL
 JA0805
 JA0805  NGVD 29 (??/??/92)  231.621  (m)          759.91   (f) ADJ UNCH    1 2
 JA0805
 JA0805.Superseded values are not recommended for survey control.
 JA0805
 JA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0805.See file dsdata.pdf to determine how the superseded data were derived.
 JA0805
 JA0805_MARKER: DB = BENCH MARK DISK
 JA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0805_STAMPING: D 280 1949
 JA0805_MARK LOGO: CGS
 JA0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0805+STABILITY: SURFACE MOTION
 JA0805
 JA0805  HISTORY     - Date     Condition        Report By
 JA0805  HISTORY     - 1949     MONUMENTED       CGS
 JA0805  HISTORY     - 1975     MARK NOT FOUND   USGS
 JA0805
 JA0805                          STATION DESCRIPTION
 JA0805
 JA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0805'1.6 MI N FROM OWENSBURG.
 JA0805'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION
 JA0805'OF STATE HIGHWAY 45 AND THE PAVED ROAD LEADING EAST TO THE
 JA0805'BUSINESS SECTION OF OWENSBURG, AT THE JUNCTION OF A DRIVE
 JA0805'NORTHEAST TO A FARM HOUSE, 47 FEET NORTHEAST OF THE CENTER LINE
 JA0805'OF THE HIGHWAY, 19 FEET NORTHWEST AND ACROSS THE DRIVE FROM A
 JA0805'FENCE CORNER, 15 FEET NORTHEAST OF A 24-INCH PIPE CULVERT UNDER
 JA0805'THE DRIVE, 9 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, 2
 JA0805'FEET NORTHWEST OF A GATE POST, 2 FEET SOUTHEAST OF A WHITE WOODEN
 JA0805'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JA0805'A CONCRETE POST PROJECTING 5 INCHES.
 JA0805
 JA0805                          STATION RECOVERY (1975)
 JA0805
 JA0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JA0805'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0116 ***********************************************************************
 JA0116  DESIGNATION -  D 281
 JA0116  PID         -  JA0116
 JA0116  STATE/COUNTY-  IN/LAWRENCE
 JA0116  COUNTRY     -  US
 JA0116  USGS QUAD   -  BEDFORD EAST (2019)
 JA0116
 JA0116                         *CURRENT SURVEY CONTROL
 JA0116  ______________________________________________________________________
 JA0116* NAD 83(1986) POSITION- 38 46 09.     (N) 086 29 06.     (W)   SCALED
 JA0116* NAVD 88 ORTHO HEIGHT -   195.981 (meters)      642.98  (feet) ADJUSTED
 JA0116  ______________________________________________________________________
 JA0116  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 JA0116  DYNAMIC HEIGHT  -        195.856 (meters)      642.57  (feet) COMP
 JA0116  MODELED GRAVITY -    979,982.7   (mgal)                       NAVD 88
 JA0116
 JA0116  VERT ORDER      -  FIRST     CLASS II
 JA0116
 JA0116.The horizontal coordinates were scaled from a map and have
 JA0116.an estimated accuracy of +/- 6 seconds.
 JA0116
 JA0116.The orthometric height was determined by differential leveling and
 JA0116.adjusted by the NATIONAL GEODETIC SURVEY
 JA0116.in June 1991.
 JA0116
 JA0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0116.GEOID18 height accuracy estimate available here.
 JA0116
 JA0116.Click photographs - Photos may exist for this station.
 JA0116
 JA0116.The dynamic height is computed by dividing the NAVD 88
 JA0116.geopotential number by the normal gravity value computed on the
 JA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0116.degrees latitude (g = 980.6199 gals.).
 JA0116
 JA0116.The modeled gravity was interpolated from observed gravity values.
 JA0116
 JA0116;                    North         East    Units  Estimated Accuracy
 JA0116;SPC IN W     -   391,040.      952,000.      MT  (+/- 180 meters Scaled)
 JA0116
 JA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447912(NAD 83)
 JA0116
 JA0116                          SUPERSEDED SURVEY CONTROL
 JA0116
 JA0116  NGVD 29 (??/??/92)  196.094  (m)          643.35   (f) ADJ UNCH    1 2
 JA0116
 JA0116.Superseded values are not recommended for survey control.
 JA0116
 JA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0116.See file dsdata.pdf to determine how the superseded data were derived.
 JA0116
 JA0116_MARKER: DB = BENCH MARK DISK
 JA0116_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0116+WITH SETTING: PAVEMENT
 JA0116_SP_SET: SIGNAL BASE
 JA0116_STAMPING: D 281 1949
 JA0116_MARK LOGO: CGS
 JA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0116+STABILITY: SURFACE MOTION
 JA0116
 JA0116  HISTORY     - Date     Condition        Report By
 JA0116  HISTORY     - 1949     MONUMENTED       CGS
 JA0116  HISTORY     - 1967     GOOD             CGS
 JA0116
 JA0116                          STATION DESCRIPTION
 JA0116
 JA0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0116'2.7 MI NW FROM MITCHELL.
 JA0116'ABOUT 2.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0116'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, ABOUT 0.25 MILE
 JA0116'SOUTH OF MILE POST 253, SET IN THE SOUTHWEST CORNER OF THE
 JA0116'CONCRETE BASE OF SIGNAL 253-3, 8 FEET WEST OF WEST RAIL AND ABOUT
 JA0116'1 FOOT BELOW THE LEVEL OF THE TRACK.
 JA0116
 JA0116                          STATION RECOVERY (1967)
 JA0116
 JA0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0787 ***********************************************************************
 JA0787  DESIGNATION -  D 282
 JA0787  PID         -  JA0787
 JA0787  STATE/COUNTY-  IN/LAWRENCE
 JA0787  COUNTRY     -  US
 JA0787  USGS QUAD   -  OOLITIC (2019)
 JA0787
 JA0787                         *CURRENT SURVEY CONTROL
 JA0787  ______________________________________________________________________
 JA0787* NAD 83(1986) POSITION- 38 54 49.     (N) 086 33 04.     (W)   SCALED
 JA0787* NAVD 88 ORTHO HEIGHT -   168.660 (meters)      553.35  (feet) ADJUSTED
 JA0787  ______________________________________________________________________
 JA0787  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 JA0787  DYNAMIC HEIGHT  -        168.554 (meters)      553.00  (feet) COMP
 JA0787  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JA0787
 JA0787  VERT ORDER      -  FIRST     CLASS II
 JA0787
 JA0787.The horizontal coordinates were scaled from a map and have
 JA0787.an estimated accuracy of +/- 6 seconds.
 JA0787
 JA0787.The orthometric height was determined by differential leveling and
 JA0787.adjusted by the NATIONAL GEODETIC SURVEY
 JA0787.in June 1991.
 JA0787
 JA0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0787.GEOID18 height accuracy estimate available here.
 JA0787
 JA0787.Click photographs - Photos may exist for this station.
 JA0787
 JA0787.The dynamic height is computed by dividing the NAVD 88
 JA0787.geopotential number by the normal gravity value computed on the
 JA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0787.degrees latitude (g = 980.6199 gals.).
 JA0787
 JA0787.The modeled gravity was interpolated from observed gravity values.
 JA0787
 JA0787;                    North         East    Units  Estimated Accuracy
 JA0787;SPC IN W     -   407,040.      946,160.      MT  (+/- 180 meters Scaled)
 JA0787
 JA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ389072(NAD 83)
 JA0787
 JA0787                          SUPERSEDED SURVEY CONTROL
 JA0787
 JA0787  NGVD 29 (??/??/92)  168.775  (m)          553.72   (f) ADJ UNCH    1 2
 JA0787
 JA0787.Superseded values are not recommended for survey control.
 JA0787
 JA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0787.See file dsdata.pdf to determine how the superseded data were derived.
 JA0787
 JA0787_MARKER: DB = BENCH MARK DISK
 JA0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0787_SP_SET: BOX CULVERT HEADWALL
 JA0787_STAMPING: D 282 1949
 JA0787_MARK LOGO: CGS
 JA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0787+STABILITY: SURFACE MOTION
 JA0787
 JA0787  HISTORY     - Date     Condition        Report By
 JA0787  HISTORY     - 1949     MONUMENTED       CGS
 JA0787  HISTORY     - 1950     GOOD             CGS
 JA0787
 JA0787                          STATION DESCRIPTION
 JA0787
 JA0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0787'AT AVOCA.
 JA0787'AT AVOCA, ABOUT 150 YARDS NORTHWEST OF THE POST OFFICE, SET IN
 JA0787'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4 FOOT BOX
 JA0787'CULVERT, 53 FEET SOUTH OF THE NORTHWEST END OF A LING OF GUARD
 JA0787'POSTS ALONG THE SOUTHWEST EDGE OF STATE HIGHWAY 54, 21 FEET
 JA0787'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET
 JA0787'BELOW THE LEVEL OF THE HIGHWAY.
 JA0787
 JA0787                          STATION RECOVERY (1950)
 JA0787
 JA0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 JA0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1211 ***********************************************************************
 JA1211  DESIGNATION -  D 283
 JA1211  PID         -  JA1211
 JA1211  STATE/COUNTY-  IN/POSEY
 JA1211  COUNTRY     -  US
 JA1211  USGS QUAD   -  NEW HARMONY (2019)
 JA1211
 JA1211                         *CURRENT SURVEY CONTROL
 JA1211  ______________________________________________________________________
 JA1211* NAD 83(1986) POSITION- 38 08 41.     (N) 087 54 47.     (W)   SCALED
 JA1211* NAVD 88 ORTHO HEIGHT -   113.589 (meters)      372.67  (feet) ADJUSTED
 JA1211  ______________________________________________________________________
 JA1211  GEOID HEIGHT    -        -30.879 (meters)                     GEOID18
 JA1211  DYNAMIC HEIGHT  -        113.513 (meters)      372.42  (feet) COMP
 JA1211  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 JA1211
 JA1211  VERT ORDER      -  FIRST     CLASS II
 JA1211
 JA1211.The horizontal coordinates were scaled from a map and have
 JA1211.an estimated accuracy of +/- 6 seconds.
 JA1211
 JA1211.The orthometric height was determined by differential leveling and
 JA1211.adjusted by the NATIONAL GEODETIC SURVEY
 JA1211.in June 1991.
 JA1211
 JA1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1211.GEOID18 height accuracy estimate available here.
 JA1211
 JA1211.Click photographs - Photos may exist for this station.
 JA1211
 JA1211.The dynamic height is computed by dividing the NAVD 88
 JA1211.geopotential number by the normal gravity value computed on the
 JA1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1211.degrees latitude (g = 980.6199 gals.).
 JA1211
 JA1211.The modeled gravity was interpolated from observed gravity values.
 JA1211
 JA1211;                    North         East    Units  Estimated Accuracy
 JA1211;SPC IN W     -   321,880.      827,270.      MT  (+/- 180 meters Scaled)
 JA1211
 JA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH199222(NAD 83)
 JA1211
 JA1211                          SUPERSEDED SURVEY CONTROL
 JA1211
 JA1211  NGVD 29 (??/??/92)  113.712  (m)          373.07   (f) ADJ UNCH    1 2
 JA1211
 JA1211.Superseded values are not recommended for survey control.
 JA1211
 JA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1211.See file dsdata.pdf to determine how the superseded data were derived.
 JA1211
 JA1211_MARKER: DB = BENCH MARK DISK
 JA1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1211_STAMPING: D 283 1954
 JA1211_MARK LOGO: CGS
 JA1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1211+STABILITY: SURFACE MOTION
 JA1211
 JA1211  HISTORY     - Date     Condition        Report By
 JA1211  HISTORY     - 1954     MONUMENTED       CGS
 JA1211
 JA1211                          STATION DESCRIPTION
 JA1211
 JA1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1211'2.2 MI NE FROM NEW HARMONY.
 JA1211'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1211'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 1.0 MILE NORTH ALONG
 JA1211'A BLACK TOP ROAD, ABOUT 0.55 MILE OF CROSSING OF THE ILLINOIS
 JA1211'CENTRAL RAILROAD, 20 FEET WEST OF CENTER LINE OF ROAD, 135 FEET
 JA1211'NORTH OF NORTH END OF WEST CONCRETE HEAD WALL OF A 12-INCH PIPE
 JA1211'CULVERT UNDER ROAD, 42 FEET NORTH OF CENTER LINE OF A DRIVE WEST
 JA1211'INTO A FIELD, 12 1/2 FEET NORTH OF A LONE 20-INCH HACKENBERRY
 JA1211'TREE, 57 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH ROW OF
 JA1211'POLES, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1211'1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JA1211'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1184 ***********************************************************************
 JA1184  DESIGNATION -  D 284
 JA1184  PID         -  JA1184
 JA1184  STATE/COUNTY-  IN/GIBSON
 JA1184  COUNTRY     -  US
 JA1184  USGS QUAD   -  GRAYVILLE (2018)
 JA1184
 JA1184                         *CURRENT SURVEY CONTROL
 JA1184  ______________________________________________________________________
 JA1184* NAD 83(1986) POSITION- 38 16 23.     (N) 087 52 42.     (W)   SCALED
 JA1184* NAVD 88 ORTHO HEIGHT -   116.883 (meters)      383.47  (feet) ADJUSTED
 JA1184  ______________________________________________________________________
 JA1184  GEOID HEIGHT    -        -31.053 (meters)                     GEOID18
 JA1184  DYNAMIC HEIGHT  -        116.807 (meters)      383.22  (feet) COMP
 JA1184  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 JA1184
 JA1184  VERT ORDER      -  FIRST     CLASS II
 JA1184
 JA1184.The horizontal coordinates were scaled from a map and have
 JA1184.an estimated accuracy of +/- 6 seconds.
 JA1184
 JA1184.The orthometric height was determined by differential leveling and
 JA1184.adjusted by the NATIONAL GEODETIC SURVEY
 JA1184.in June 1991.
 JA1184
 JA1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1184.GEOID18 height accuracy estimate available here.
 JA1184
 JA1184.Click photographs - Photos may exist for this station.
 JA1184
 JA1184.The dynamic height is computed by dividing the NAVD 88
 JA1184.geopotential number by the normal gravity value computed on the
 JA1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1184.degrees latitude (g = 980.6199 gals.).
 JA1184
 JA1184.The modeled gravity was interpolated from observed gravity values.
 JA1184
 JA1184;                    North         East    Units  Estimated Accuracy
 JA1184;SPC IN W     -   336,100.      830,440.      MT  (+/- 180 meters Scaled)
 JA1184
 JA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH231364(NAD 83)
 JA1184
 JA1184                          SUPERSEDED SURVEY CONTROL
 JA1184
 JA1184  NGVD 29 (??/??/92)  117.014  (m)          383.90   (f) ADJ UNCH    1 2
 JA1184
 JA1184.Superseded values are not recommended for survey control.
 JA1184
 JA1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1184.See file dsdata.pdf to determine how the superseded data were derived.
 JA1184
 JA1184_MARKER: DB = BENCH MARK DISK
 JA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1184_STAMPING: D 284 1954
 JA1184_MARK LOGO: CGS
 JA1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1184+STABILITY: SURFACE MOTION
 JA1184
 JA1184  HISTORY     - Date     Condition        Report By
 JA1184  HISTORY     - 1954     MONUMENTED       CGS
 JA1184  HISTORY     - 20140203 MARK NOT FOUND   INDOT
 JA1184
 JA1184                          STATION DESCRIPTION
 JA1184
 JA1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1184'3.2 MI SW FROM CROWLEYVILLE.
 JA1184'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1184'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1184'NORTH AND WEST ALONG A ROAD, ABOUT 1.1 MILES NORTH AND WEST OF
 JA1184'58-FOOT STEEL BRIDGE OVER BIG BAYOU, ABOUT 0.55 MILE WEST OF A
 JA1184'GRAVEL ROAD LEADING NORTH, AT A JOGGED CROSSROAD, 29 FEET
 JA1184'SOUTH OF CENTER LINE OF ROAD WEST, 98 FEET SOUTHWEST AND ACROSS
 JA1184'INTERSECTION FROM A POWER POLE WITH LINES EXTENDING NORTH-SOUTH
 JA1184'AND WEST, 61 FEET SOUTHWEST OF JUNCTION OF NORTH-SOUTH ROAD
 JA1184'AND ROAD WEST, 48 FEET WEST OF CENTER OF JUNCTION OF NORTH-SOUTH
 JA1184'ROAD AND ROAD EAST, 15 FEET WEST OF A TRIANGULAR BLAZED 8-INCH
 JA1184'HACKBERRY TREE, 14 FEET EAST OF A TRIANGULAR BLAZED 12-INCH PECAN
 JA1184'TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA1184'ABOVE LEVEL OF ROAD WEST AND SET IN THE TOP OF A CONCRETE POST
 JA1184'PROJECTING 4 INCHES.
 JA1184
 JA1184                          STATION RECOVERY (2014)
 JA1184
 JA1184'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 JA1184'STATION NOT FOUND, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1348 ***********************************************************************
 JA1348  DESIGNATION -  D 285
 JA1348  PID         -  JA1348
 JA1348  STATE/COUNTY-  IN/KNOX
 JA1348  COUNTRY     -  US
 JA1348  USGS QUAD   -  DECKER (2019)
 JA1348
 JA1348                         *CURRENT SURVEY CONTROL
 JA1348  ______________________________________________________________________
 JA1348* NAD 83(1986) POSITION- 38 35 32.53   (N) 087 36 05.53   (W)   HD_HELD1
 JA1348* NAVD 88 ORTHO HEIGHT -   124.371 (meters)      408.04  (feet) ADJUSTED
 JA1348  ______________________________________________________________________
 JA1348  GEOID HEIGHT    -        -31.598 (meters)                     GEOID18
 JA1348  DYNAMIC HEIGHT  -        124.294 (meters)      407.79  (feet) COMP
 JA1348  MODELED GRAVITY -    980,004.8   (mgal)                       NAVD 88
 JA1348
 JA1348  VERT ORDER      -  FIRST     CLASS II
 JA1348
 JA1348.The horizontal coordinates were determined by differentially corrected
 JA1348.hand held GPS observations or other comparable positioning techniques
 JA1348.and have an estimated accuracy of +/- 3 meters.
 JA1348
 JA1348.The orthometric height was determined by differential leveling and
 JA1348.adjusted by the NATIONAL GEODETIC SURVEY
 JA1348.in June 1991.
 JA1348
 JA1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1348.GEOID18 height accuracy estimate available here.
 JA1348
 JA1348.Click photographs - Photos may exist for this station.
 JA1348
 JA1348.The dynamic height is computed by dividing the NAVD 88
 JA1348.geopotential number by the normal gravity value computed on the
 JA1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1348.degrees latitude (g = 980.6199 gals.).
 JA1348
 JA1348.The modeled gravity was interpolated from observed gravity values.
 JA1348
 JA1348;                    North         East    Units  Estimated Accuracy
 JA1348;SPC IN W     -   371,373.4     854,854.9     MT  (+/- 3 meters HH1 GPS) 
 JA1348
 JA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4761471714(NAD 83)
 JA1348
 JA1348                          SUPERSEDED SURVEY CONTROL
 JA1348
 JA1348  NGVD 29 (??/??/92)  124.506  (m)          408.48   (f) ADJ UNCH    1 2
 JA1348
 JA1348.Superseded values are not recommended for survey control.
 JA1348
 JA1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1348.See file dsdata.pdf to determine how the superseded data were derived.
 JA1348
 JA1348_MARKER: DB = BENCH MARK DISK
 JA1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1348_STAMPING: D 285 1954
 JA1348_MARK LOGO: CGS
 JA1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1348+STABILITY: SURFACE MOTION
 JA1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1348+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 JA1348
 JA1348  HISTORY     - Date     Condition        Report By
 JA1348  HISTORY     - 1954     MONUMENTED       CGS
 JA1348  HISTORY     - 20050328 GOOD             INDIV
 JA1348  HISTORY     - 20051008 GOOD             LAMAC
 JA1348
 JA1348                          STATION DESCRIPTION
 JA1348
 JA1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1348'2.4 MI NE FROM BEAL.
 JA1348'ABOUT 0.75 MILE NORTH AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JA1348'THE BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.25 MILES EAST ALONG
 JA1348'A PAVED ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A PAVED ROAD,
 JA1348'ABOUT 0.2 MILE NORTH OF A GRAVEL ROAD LEADING EAST, ABOUT 0.3 MILE
 JA1348'SOUTH OF A ROAD WEST, 18 1/2 FEET WEST OF CENTER LINE OF PAVED ROAD,
 JA1348'113 FEET SOUTHEAST OF SOUTHEAST CORNER OF PORCH OF MAURICE STANGLE
 JA1348'RESIDENCE, 16 FEET SOUTH OF CENTER LINE OF DRIVE WAY, 6 FEET
 JA1348'SOUTH OF POWER POLE NO. 607-266 WHICH IS AT A FENCE CORNER, 2 1/2
 JA1348'FEET EAST OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 JA1348'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 JA1348'CONCRETE POST PROJECTING 2 INCHES.
 JA1348
 JA1348                          STATION RECOVERY (2005)
 JA1348
 JA1348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA1348'RECOVERED IN GOOD CONDITION.
 JA1348
 JA1348                          STATION RECOVERY (2005)
 JA1348
 JA1348'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2005 (ANR)
 JA1348'+-3' SOUTHEAST POWER POLE ON SOUTH SIDE DRIVE WAY, FENCE AND WHITE
 JA1348'WOODEN WITNESS POST GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1118 ***********************************************************************
 ME1118  DESIGNATION -  D 286
 ME1118  PID         -  ME1118
 ME1118  STATE/COUNTY-  IN/NEWTON
 ME1118  COUNTRY     -  US
 ME1118  USGS QUAD   -  SCHNEIDER (2019)
 ME1118
 ME1118                         *CURRENT SURVEY CONTROL
 ME1118  ______________________________________________________________________
 ME1118* NAD 83(1986) POSITION- 41 08 41.     (N) 087 27 38.     (W)   SCALED
 ME1118* NAVD 88 ORTHO HEIGHT -   196.162 (meters)      643.57  (feet) ADJUSTED
 ME1118  ______________________________________________________________________
 ME1118  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 ME1118  DYNAMIC HEIGHT  -        196.079 (meters)      643.30  (feet) COMP
 ME1118  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME1118
 ME1118  VERT ORDER      -  SECOND    CLASS 0
 ME1118
 ME1118.The horizontal coordinates were scaled from a map and have
 ME1118.an estimated accuracy of +/- 6 seconds.
 ME1118
 ME1118.The orthometric height was determined by differential leveling and
 ME1118.adjusted by the NATIONAL GEODETIC SURVEY
 ME1118.in June 1991.
 ME1118
 ME1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1118.GEOID18 height accuracy estimate available here.
 ME1118
 ME1118.Click photographs - Photos may exist for this station.
 ME1118
 ME1118.The dynamic height is computed by dividing the NAVD 88
 ME1118.geopotential number by the normal gravity value computed on the
 ME1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1118.degrees latitude (g = 980.6199 gals.).
 ME1118
 ME1118.The modeled gravity was interpolated from observed gravity values.
 ME1118
 ME1118;                    North         East    Units  Estimated Accuracy
 ME1118;SPC IN W     -   654,700.      868,330.      MT  (+/- 180 meters Scaled)
 ME1118
 ME1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613549(NAD 83)
 ME1118
 ME1118                          SUPERSEDED SURVEY CONTROL
 ME1118
 ME1118  NGVD 29 (??/??/92)  196.249  (m)          643.86   (f) ADJ UNCH    2 0
 ME1118
 ME1118.Superseded values are not recommended for survey control.
 ME1118
 ME1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1118.See file dsdata.pdf to determine how the superseded data were derived.
 ME1118
 ME1118_MARKER: DB = BENCH MARK DISK
 ME1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1118_STAMPING: D 286 1954
 ME1118_MARK LOGO: CGS
 ME1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1118+STABILITY: SURFACE MOTION
 ME1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1118+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2002
 ME1118
 ME1118  HISTORY     - Date     Condition        Report By
 ME1118  HISTORY     - 1954     MONUMENTED       CGS
 ME1118  HISTORY     - 1967     GOOD             CGS
 ME1118  HISTORY     - 20020218 GOOD             DUCKS
 ME1118
 ME1118                          STATION DESCRIPTION
 ME1118
 ME1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1118'3.8 MI SW FROM SCHNEIDER.
 ME1118'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1118'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT THE ENTRANCE
 ME1118'TO LAKE VILLAGE AIRPORT, 40 FEET NORTH OF CENTER LINE OF HIGHWAY,
 ME1118'67 FEET WEST OF CENTER LINE OF ENTRANCE DRIVE TO AIRPORT, 215
 ME1118'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A HIGHWAY STEEL BRIDGE
 ME1118'OVER A CREEK, 17 1/2 FEET WEST OF POWER POLE NO. 373-691, 1 FOOT
 ME1118'EAST OF A HIGHWAY R/W MARKER POST, 1 FOOT SOUTH OF A WIRE FENCE,
 ME1118'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 ME1118'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- ONE FOOT W OF A METAL
 ME1118'WITNESS POST.
 ME1118
 ME1118                          STATION RECOVERY (1967)
 ME1118
 ME1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ME1118'RECOVERED IN GOOD CONDITION.
 ME1118
 ME1118                          STATION RECOVERY (2002)
 ME1118
 ME1118'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 ME1118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1440 ***********************************************************************
 LB1440  DESIGNATION -  D 29
 LB1440  PID         -  LB1440
 LB1440  STATE/COUNTY-  IN/JASPER
 LB1440  COUNTRY     -  US
 LB1440  USGS QUAD   -  REMINGTON (2019)
 LB1440
 LB1440                         *CURRENT SURVEY CONTROL
 LB1440  ______________________________________________________________________
 LB1440* NAD 83(1986) POSITION- 40 45 43.     (N) 087 11 29.     (W)   SCALED
 LB1440* NAVD 88 ORTHO HEIGHT -   225.228 (meters)      738.94  (feet) ADJUSTED
 LB1440  ______________________________________________________________________
 LB1440  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LB1440  DYNAMIC HEIGHT  -        225.125 (meters)      738.60  (feet) COMP
 LB1440  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 LB1440
 LB1440  VERT ORDER      -  SECOND    CLASS 0
 LB1440
 LB1440.The horizontal coordinates were scaled from a map and have
 LB1440.an estimated accuracy of +/- 6 seconds.
 LB1440
 LB1440.The orthometric height was determined by differential leveling and
 LB1440.adjusted by the NATIONAL GEODETIC SURVEY
 LB1440.in June 1991.
 LB1440
 LB1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1440.GEOID18 height accuracy estimate available here.
 LB1440
 LB1440.Click photographs - Photos may exist for this station.
 LB1440
 LB1440.The dynamic height is computed by dividing the NAVD 88
 LB1440.geopotential number by the normal gravity value computed on the
 LB1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1440.degrees latitude (g = 980.6199 gals.).
 LB1440
 LB1440.The modeled gravity was interpolated from observed gravity values.
 LB1440
 LB1440;                    North         East    Units  Estimated Accuracy
 LB1440;SPC IN W     -   612,130.      890,880.      MT  (+/- 180 meters Scaled)
 LB1440
 LB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL838123(NAD 83)
 LB1440
 LB1440                          SUPERSEDED SURVEY CONTROL
 LB1440
 LB1440  NGVD 29 (??/??/92)  225.301  (m)          739.18   (f) ADJ UNCH    2 0
 LB1440
 LB1440.Superseded values are not recommended for survey control.
 LB1440
 LB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1440.See file dsdata.pdf to determine how the superseded data were derived.
 LB1440
 LB1440_MARKER: DB = BENCH MARK DISK
 LB1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1440_STAMPING: D 29 1934
 LB1440_MARK LOGO: CGS
 LB1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1440+STABILITY: SURFACE MOTION
 LB1440
 LB1440  HISTORY     - Date     Condition        Report By
 LB1440  HISTORY     - 1934     MONUMENTED       CGS
 LB1440  HISTORY     - 1946     GOOD             CGS
 LB1440  HISTORY     - 20080804 MARK NOT FOUND   INDOT
 LB1440  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1440
 LB1440                          STATION DESCRIPTION
 LB1440
 LB1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1440'2.1 MI W FROM REMINGTON.
 LB1440'2.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1440'AT REMINGTON, JASPER COUNTY, 13 RAILS EAST OF MILEPOST 44,
 LB1440'30.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST
 LB1440'HEADWALL OF A PIPE CULVERT, AT A GRAVEL-ROAD CROSSING, 44.4
 LB1440'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 33 FEET EAST OF THE
 LB1440'CENTERLINE OF THE ROAD, 14 FEET SOUTHEAST OF A FENCE CORNER,
 LB1440'3.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 2-1/2 FEET
 LB1440'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 29 1934 AND
 LB1440'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1440'GROUND.
 LB1440
 LB1440                          STATION RECOVERY (2008)
 LB1440
 LB1440'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 LB1440'MARK WAS NOT FOUND.
 LB1440
 LB1440                          STATION RECOVERY (2012)
 LB1440
 LB1440'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0617 ***********************************************************************
 HA0617  DESIGNATION -  D 291
 HA0617  PID         -  HA0617
 HA0617  STATE/COUNTY-  IN/WARRICK
 HA0617  COUNTRY     -  US
 HA0617  USGS QUAD   -  YANKEETOWN (2019)
 HA0617
 HA0617                         *CURRENT SURVEY CONTROL
 HA0617  ______________________________________________________________________
 HA0617* NAD 83(1986) POSITION- 37 54 12.     (N) 087 18 51.     (W)   SCALED
 HA0617* NAVD 88 ORTHO HEIGHT -   113.033 (meters)      370.84  (feet) ADJUSTED
 HA0617  ______________________________________________________________________
 HA0617  GEOID HEIGHT    -        -31.034 (meters)                     GEOID18
 HA0617  DYNAMIC HEIGHT  -        112.955 (meters)      370.59  (feet) COMP
 HA0617  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 HA0617
 HA0617  VERT ORDER      -  SECOND    CLASS 0
 HA0617
 HA0617.The horizontal coordinates were scaled from a map and have
 HA0617.an estimated accuracy of +/- 6 seconds.
 HA0617
 HA0617.The orthometric height was determined by differential leveling and
 HA0617.adjusted by the NATIONAL GEODETIC SURVEY
 HA0617.in June 1991.
 HA0617
 HA0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0617.GEOID18 height accuracy estimate available here.
 HA0617
 HA0617.Click photographs - Photos may exist for this station.
 HA0617
 HA0617.The dynamic height is computed by dividing the NAVD 88
 HA0617.geopotential number by the normal gravity value computed on the
 HA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0617.degrees latitude (g = 980.6199 gals.).
 HA0617
 HA0617.The modeled gravity was interpolated from observed gravity values.
 HA0617
 HA0617;                    North         East    Units  Estimated Accuracy
 HA0617;SPC IN W     -   294,790.      879,700.      MT  (+/- 180 meters Scaled)
 HA0617
 HA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG723951(NAD 83)
 HA0617
 HA0617                          SUPERSEDED SURVEY CONTROL
 HA0617
 HA0617  NGVD 29 (??/??/92)  113.121  (m)          371.13   (f) ADJ UNCH    2 0
 HA0617
 HA0617.Superseded values are not recommended for survey control.
 HA0617
 HA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0617.See file dsdata.pdf to determine how the superseded data were derived.
 HA0617
 HA0617_MARKER: DB = BENCH MARK DISK
 HA0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0617_STAMPING: D 291 1962
 HA0617_MARK LOGO: CGS
 HA0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0617+STABILITY: SURFACE MOTION
 HA0617
 HA0617  HISTORY     - Date     Condition        Report By
 HA0617  HISTORY     - 1962     MONUMENTED       CGS
 HA0617  HISTORY     - 1965     MARK NOT FOUND   CGS
 HA0617
 HA0617                          STATION DESCRIPTION
 HA0617
 HA0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HA0617'2 MI SW FROM YANKEETOWN.
 HA0617'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HA0617'OF STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE ABOUT 0.65
 HA0617'MILE SOUTH ALONG A GRAVEL ROAD LEADING TO THE OHIO RIVER, THENCE
 HA0617'ABOUT 0.9 MILE WEST ALONG A FARM ROAD PARALLELING THE OHIO RIVER,
 HA0617'12 FEET SOUTH OF THE CENTER LINE OF FARM ROAD, 2 1/2 FEET
 HA0617'NORTHWEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 HA0617'POST PROJECTING 6 INCHES.
 HA0617
 HA0617                          STATION RECOVERY (1965)
 HA0617
 HA0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1111 ***********************************************************************
 KA1111  DESIGNATION -  D 293
 KA1111  PID         -  KA1111
 KA1111  STATE/COUNTY-  IN/VIGO
 KA1111  COUNTRY     -  US
 KA1111  USGS QUAD   -  TERRE HAUTE (2019)
 KA1111
 KA1111                         *CURRENT SURVEY CONTROL
 KA1111  ______________________________________________________________________
 KA1111* NAD 83(1986) POSITION- 39 27 09.5    (N) 087 25 00.4    (W)   HD_HELD2
 KA1111* NAVD 88 ORTHO HEIGHT -   152.162 (meters)      499.22  (feet) ADJUSTED
 KA1111  ______________________________________________________________________
 KA1111  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 KA1111  DYNAMIC HEIGHT  -        152.076 (meters)      498.94  (feet) COMP
 KA1111  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 KA1111
 KA1111  VERT ORDER      -  FIRST     CLASS II
 KA1111
 KA1111.The horizontal coordinates were established by autonomous hand held GPS
 KA1111.observations and have an estimated accuracy of +/- 10 meters.
 KA1111
 KA1111.The orthometric height was determined by differential leveling and
 KA1111.adjusted by the NATIONAL GEODETIC SURVEY
 KA1111.in June 1991.
 KA1111
 KA1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1111.GEOID18 height accuracy estimate available here.
 KA1111
 KA1111.Click photographs - Photos may exist for this station.
 KA1111
 KA1111.The dynamic height is computed by dividing the NAVD 88
 KA1111.geopotential number by the normal gravity value computed on the
 KA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1111.degrees latitude (g = 980.6199 gals.).
 KA1111
 KA1111.The modeled gravity was interpolated from observed gravity values.
 KA1111
 KA1111;                    North         East    Units  Estimated Accuracy
 KA1111;SPC IN W     -   466,800.      871,301.      MT  (+/- 10 meters HH2 GPS)
 KA1111
 KA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6414167091(NAD 83)
 KA1111
 KA1111                          SUPERSEDED SURVEY CONTROL
 KA1111
 KA1111  NGVD 29 (??/??/92)  152.261  (m)          499.54   (f) ADJ UNCH    1 2
 KA1111
 KA1111.Superseded values are not recommended for survey control.
 KA1111
 KA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1111.See file dsdata.pdf to determine how the superseded data were derived.
 KA1111
 KA1111_MARKER: DB = BENCH MARK DISK
 KA1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1111_SP_SET: BUILDING
 KA1111_STAMPING: D 293 1956
 KA1111_MARK LOGO: CGS
 KA1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1111+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 KA1111
 KA1111  HISTORY     - Date     Condition        Report By
 KA1111  HISTORY     - 1956     MONUMENTED       CGS
 KA1111  HISTORY     - 19900609 GOOD             USPSQD
 KA1111  HISTORY     - 20110111 GOOD             FARNGP
 KA1111  HISTORY     - 20200426 GOOD             USPSQD
 KA1111  HISTORY     - 20230905 GOOD             USPSQD
 KA1111
 KA1111                          STATION DESCRIPTION
 KA1111
 KA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1111'AT TERRE HAUTE.
 KA1111'AT TERRE HAUTE, ABOUT 0.95 MILE SOUTH ALONG FIRST STREET FROM THE
 KA1111'INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), SET VERTICALLY
 KA1111'IN THE EAST BRICK FACE OF BUILDING OCCUPIED BY TELEPHONE SWITCH
 KA1111'AND EMPLOYEES LOCKER ROOMS OF COMMERCIAL SOLVENTS CORPORATION,
 KA1111'39 1/2 FEET WEST OF WEST RAIL OF RAILROAD TRACKS WHICH FOLLOW
 KA1111'THE CENTER OF FIRST STREET, 96 FEET NORTH OF THE EXTENDED CENTER
 KA1111'LINE OF WASHINGTON AVENUE LEADING EAST, 1 FOOT SOUTH OF NORTHEAST
 KA1111'CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
 KA1111
 KA1111                          STATION RECOVERY (1990)
 KA1111
 KA1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1111'RECOVERED IN GOOD CONDITION.
 KA1111
 KA1111                          STATION RECOVERY (2011)
 KA1111
 KA1111'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 KA1111'RECOVERED IN GOOD CONDITION.
 KA1111
 KA1111                          STATION RECOVERY (2020)
 KA1111
 KA1111'RECOVERY NOTE BY US POWER SQUADRON 2020 (DLG)
 KA1111'RECOVERED IN GOOD CONDITION.
 KA1111
 KA1111                          STATION RECOVERY (2023)
 KA1111
 KA1111'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1099 ***********************************************************************
 KA1099  DESIGNATION -  D 294
 KA1099  PID         -  KA1099
 KA1099  STATE/COUNTY-  IN/VIGO
 KA1099  COUNTRY     -  US
 KA1099  USGS QUAD   -  TERRE HAUTE (2019)
 KA1099
 KA1099                         *CURRENT SURVEY CONTROL
 KA1099  ______________________________________________________________________
 KA1099* NAD 83(1986) POSITION- 39 28 13.     (N) 087 26 31.     (W)   SCALED
 KA1099* NAVD 88 ORTHO HEIGHT -   144.682 (meters)      474.68  (feet) ADJUSTED
 KA1099  ______________________________________________________________________
 KA1099  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 KA1099  DYNAMIC HEIGHT  -        144.600 (meters)      474.41  (feet) COMP
 KA1099  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 KA1099
 KA1099  VERT ORDER      -  FIRST     CLASS II
 KA1099
 KA1099.The horizontal coordinates were scaled from a map and have
 KA1099.an estimated accuracy of +/- 6 seconds.
 KA1099
 KA1099.The orthometric height was determined by differential leveling and
 KA1099.adjusted by the NATIONAL GEODETIC SURVEY
 KA1099.in June 1991.
 KA1099
 KA1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1099.GEOID18 height accuracy estimate available here.
 KA1099
 KA1099.Click photographs - Photos may exist for this station.
 KA1099
 KA1099.The dynamic height is computed by dividing the NAVD 88
 KA1099.geopotential number by the normal gravity value computed on the
 KA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1099.degrees latitude (g = 980.6199 gals.).
 KA1099
 KA1099.The modeled gravity was interpolated from observed gravity values.
 KA1099
 KA1099;                    North         East    Units  Estimated Accuracy
 KA1099;SPC IN W     -   468,770.      869,140.      MT  (+/- 180 meters Scaled)
 KA1099
 KA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ619690(NAD 83)
 KA1099
 KA1099                          SUPERSEDED SURVEY CONTROL
 KA1099
 KA1099  NGVD 29 (??/??/92)  144.783  (m)          475.01   (f) ADJ UNCH    1 2
 KA1099
 KA1099.Superseded values are not recommended for survey control.
 KA1099
 KA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1099.See file dsdata.pdf to determine how the superseded data were derived.
 KA1099
 KA1099_MARKER: DB = BENCH MARK DISK
 KA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1099_STAMPING: D 294 1956
 KA1099_MARK LOGO: CGS
 KA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1099+STABILITY: SURFACE MOTION
 KA1099
 KA1099  HISTORY     - Date     Condition        Report By
 KA1099  HISTORY     - 1956     MONUMENTED       CGS
 KA1099
 KA1099                          STATION DESCRIPTION
 KA1099
 KA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1099'AT WEST TERRE HAUTE.
 KA1099'AT WEST TERRE HAUTE, ABOUT 0.25 MILE EAST ALONG THE PENNSYLVANIA
 KA1099'RAILROAD FROM THE STATION AND CROSSING OF U.S. HIGHWAY 150, ABOUT
 KA1099'1.1 MILE WEST OF WEST END OF RAILROAD BRIDGE OVER WABASH RIVER AT
 KA1099'TERRE HAUTE, ABOUT 0.15 MILE EAST OF MILE POST 75, ABOUT 0.1 MILE
 KA1099'NORTHEAST OF JUNCTION OF EAST PARIS AVENUE AND SUMNER STREET,
 KA1099'35 1/2 FEET SOUTH OF SOUTH RAIL OF THE SOUTH MOST TRACK OF
 KA1099'RAILROAD YARDS, 17 FEET SOUTH OF CENTER LINE OF A DRIVE PARALLEL
 KA1099'TO TRACKS, 16 1/2 FEET NORTH OF NORTHEAST CORNER OF CONCRETE
 KA1099'FOUNDATION OF A METAL COVERED WAREHOUSE OF THE STEVENSON LUMBER
 KA1099'COMPANY AND ABOUT IN LINE WITH THE EXTENDED EAST FACE OF BUILDING,
 KA1099'7 FEET NORTH OF NORTH RAIL OF A SPUR TRACK TO LUMBER COMPANY,
 KA1099'22 FEET WEST OF EAST END OF SPUR TRACK TO LUMBER COMPANY, 1 1/2
 KA1099'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 KA1099'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0921 ***********************************************************************
 KA0921  DESIGNATION -  D 3
 KA0921  PID         -  KA0921
 KA0921  STATE/COUNTY-  IN/VIGO
 KA0921  COUNTRY     -  US
 KA0921  USGS QUAD   -  BRAZIL WEST (2019)
 KA0921
 KA0921                         *CURRENT SURVEY CONTROL
 KA0921  ______________________________________________________________________
 KA0921* NAD 83(1986) POSITION- 39 34 37.     (N) 087 14 03.     (W)   SCALED
 KA0921* NAVD 88 ORTHO HEIGHT -   166.206 (meters)      545.29  (feet) ADJUSTED
 KA0921  ______________________________________________________________________
 KA0921  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KA0921  DYNAMIC HEIGHT  -        166.111 (meters)      544.98  (feet) COMP
 KA0921  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 KA0921
 KA0921  VERT ORDER      -  FIRST     CLASS II
 KA0921
 KA0921.The horizontal coordinates were scaled from a map and have
 KA0921.an estimated accuracy of +/- 6 seconds.
 KA0921
 KA0921.The orthometric height was determined by differential leveling and
 KA0921.adjusted by the NATIONAL GEODETIC SURVEY
 KA0921.in June 1991.
 KA0921
 KA0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0921.GEOID18 height accuracy estimate available here.
 KA0921
 KA0921.Click photographs - Photos may exist for this station.
 KA0921
 KA0921.The dynamic height is computed by dividing the NAVD 88
 KA0921.geopotential number by the normal gravity value computed on the
 KA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0921.degrees latitude (g = 980.6199 gals.).
 KA0921
 KA0921.The modeled gravity was interpolated from observed gravity values.
 KA0921
 KA0921;                    North         East    Units  Estimated Accuracy
 KA0921;SPC IN W     -   480,560.      887,040.      MT  (+/- 180 meters Scaled)
 KA0921
 KA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ798808(NAD 83)
 KA0921
 KA0921                          SUPERSEDED SURVEY CONTROL
 KA0921
 KA0921  NGVD 29 (??/??/92)  166.315  (m)          545.65   (f) ADJ UNCH    1 2
 KA0921
 KA0921.Superseded values are not recommended for survey control.
 KA0921
 KA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0921.See file dsdata.pdf to determine how the superseded data were derived.
 KA0921
 KA0921_MARKER: DB = BENCH MARK DISK
 KA0921_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA0921_STAMPING: D 3 ELEV 545.576 FT
 KA0921_MARK LOGO: CGS
 KA0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0921
 KA0921  HISTORY     - Date     Condition        Report By
 KA0921  HISTORY     - 1916     MONUMENTED       CGS
 KA0921  HISTORY     - 1946     GOOD             CGS
 KA0921  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0921
 KA0921                          STATION DESCRIPTION
 KA0921
 KA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0921'0.6 MI NE FROM FONTANET.
 KA0921'0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0921'STATION AT FONTANET, 124 FEET NORTHEAST OF A CONCRETE POST IN
 KA0921'THE RIGHT-OF-WAY FENCE, 49 FEET NORTHWEST OF THE CENTERLINE OF
 KA0921'THE NORTHWEST MAIN TRACK, 24 FEET WEST OF POLE 59/35, 0.2 FOOT
 KA0921'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHWEST OF A WHITE
 KA0921'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 KA0921'STANDARD DISK, STAMPED D 3 ELEV 545.576 FT AND SET IN THE TOP
 KA0921'OF A STONE POST PROJECTING 1 FOOT ABOVE GROUND.
 KA0921
 KA0921                          STATION RECOVERY (1985)
 KA0921
 KA0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0672 ***********************************************************************
 MD0672  DESIGNATION -  D 305
 MD0672  PID         -  MD0672
 MD0672  STATE/COUNTY-  IN/WHITLEY
 MD0672  COUNTRY     -  US
 MD0672  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0672
 MD0672                         *CURRENT SURVEY CONTROL
 MD0672  ______________________________________________________________________
 MD0672* NAD 83(1986) POSITION- 41 08 24.     (N) 085 26 51.     (W)   SCALED
 MD0672* NAVD 88 ORTHO HEIGHT -   251.160 (meters)      824.01  (feet) ADJUSTED
 MD0672  ______________________________________________________________________
 MD0672  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 MD0672  DYNAMIC HEIGHT  -        251.063 (meters)      823.70  (feet) COMP
 MD0672  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 MD0672
 MD0672  VERT ORDER      -  FIRST     CLASS II
 MD0672
 MD0672.The horizontal coordinates were scaled from a map and have
 MD0672.an estimated accuracy of +/- 6 seconds.
 MD0672
 MD0672.The orthometric height was determined by differential leveling and
 MD0672.adjusted by the NATIONAL GEODETIC SURVEY
 MD0672.in April 1995.
 MD0672
 MD0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0672.GEOID18 height accuracy estimate available here.
 MD0672
 MD0672.Click photographs - Photos may exist for this station.
 MD0672
 MD0672.The dynamic height is computed by dividing the NAVD 88
 MD0672.geopotential number by the normal gravity value computed on the
 MD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0672.degrees latitude (g = 980.6199 gals.).
 MD0672
 MD0672.The modeled gravity was interpolated from observed gravity values.
 MD0672
 MD0672;                    North         East    Units  Estimated Accuracy
 MD0672;SPC IN E     -   654,130.      118,400.      MT  (+/- 180 meters Scaled)
 MD0672
 MD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL302554(NAD 83)
 MD0672
 MD0672                          SUPERSEDED SURVEY CONTROL
 MD0672
 MD0672  NAVD 88 (06/15/91)  251.177  (m)          824.07   (f) SUPERSEDED  1 2
 MD0672  NGVD 29 (01/19/93)  251.314  (m)          824.52   (f) ADJUSTED    1 2
 MD0672  NGVD 29 (??/??/92)  251.333  (m)          824.58   (f) SUPERSEDED  1 2
 MD0672
 MD0672.Superseded values are not recommended for survey control.
 MD0672
 MD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0672.See file dsdata.pdf to determine how the superseded data were derived.
 MD0672
 MD0672_MARKER: DB = BENCH MARK DISK
 MD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0672_STAMPING: D 305 1963
 MD0672_MARK LOGO: CGS
 MD0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0672+STABILITY: SURFACE MOTION
 MD0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0672+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0672
 MD0672  HISTORY     - Date     Condition        Report By
 MD0672  HISTORY     - 1963     MONUMENTED       CGS
 MD0672  HISTORY     - 1968     GOOD             CGS
 MD0672  HISTORY     - 19921009 GOOD             NGS
 MD0672
 MD0672                          STATION DESCRIPTION
 MD0672
 MD0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0672'2.2 MI SE FROM COLUMBIA CITY.
 MD0672'ABOUT 2.2 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0672'THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT 0.45
 MD0672'MILE SOUTHEAST OF MILEPOST 337, 197 FEET WEST OF THE CENTER OF
 MD0672'THE CROSSING OF PAGE ROAD AND THE EASTBOUND TRACK, 32.4 FEET
 MD0672'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 30 FEET
 MD0672'NORTH OF THE CENTER LINE OF THE ROAD, 36 1/2 FEET NORTHWEST OF A
 MD0672'TELEGRAPH POLE, 2.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 MD0672'LEVEL WITH THE ROAD, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET
 MD0672'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 MD0672'LEVEL OF THE GROUND.  SEC 18, T 31 N, R 10 E.
 MD0672
 MD0672                          STATION RECOVERY (1992)
 MD0672
 MD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0672'3.6 KM (2.25 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0672'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 60.0 M (196.8 FT) WEST
 MD0672'OF THE CENTER OF THE INTERSECTION OF PAGE ROAD, 14.7 M (48.2 FT)
 MD0672'SOUTHEAST OF A UTILITY POLE, 10.9 M (35.8 FT) NORTHWEST OF A UTILITY
 MD0672'POLE, 9.9 M (32.5 FT) SOUTHEAST OF THE NEAR RAIL, 9.4 M (30.8 FT)
 MD0672'NORTH OF THE ROAD CENTER, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST,
 MD0672'AND THE MONUMENT PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0575 ***********************************************************************
 JZ0575  DESIGNATION -  D 306
 JZ0575  PID         -  JZ0575
 JZ0575  STATE/COUNTY-  IN/DEARBORN
 JZ0575  COUNTRY     -  US
 JZ0575  USGS QUAD   -  AURORA (2019)
 JZ0575
 JZ0575                         *CURRENT SURVEY CONTROL
 JZ0575  ______________________________________________________________________
 JZ0575* NAD 83(1986) POSITION- 39 04 06.     (N) 084 53 18.     (W)   SCALED
 JZ0575* NAVD 88 ORTHO HEIGHT -   147.152 (meters)      482.78  (feet) ADJUSTED
 JZ0575  ______________________________________________________________________
 JZ0575  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 JZ0575  DYNAMIC HEIGHT  -        147.060 (meters)      482.48  (feet) COMP
 JZ0575  MODELED GRAVITY -    979,999.5   (mgal)                       NAVD 88
 JZ0575
 JZ0575  VERT ORDER      -  FIRST     CLASS II
 JZ0575
 JZ0575.The horizontal coordinates were scaled from a map and have
 JZ0575.an estimated accuracy of +/- 6 seconds.
 JZ0575
 JZ0575.The orthometric height was determined by differential leveling and
 JZ0575.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0575.in June 1991.
 JZ0575
 JZ0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0575.GEOID18 height accuracy estimate available here.
 JZ0575
 JZ0575.Click photographs - Photos may exist for this station.
 JZ0575
 JZ0575.The dynamic height is computed by dividing the NAVD 88
 JZ0575.geopotential number by the normal gravity value computed on the
 JZ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0575.degrees latitude (g = 980.6199 gals.).
 JZ0575
 JZ0575.The modeled gravity was interpolated from observed gravity values.
 JZ0575
 JZ0575;                    North         East    Units  Estimated Accuracy
 JZ0575;SPC IN E     -   424,370.      167,360.      MT  (+/- 180 meters Scaled)
 JZ0575
 JZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ826264(NAD 83)
 JZ0575
 JZ0575                          SUPERSEDED SURVEY CONTROL
 JZ0575
 JZ0575  NGVD 29 (??/??/92)  147.362  (m)          483.47   (f) ADJ UNCH    1 2
 JZ0575
 JZ0575.Superseded values are not recommended for survey control.
 JZ0575
 JZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0575.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0575
 JZ0575_MARKER: DB = BENCH MARK DISK
 JZ0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0575_SP_SET: ABUTMENT
 JZ0575_STAMPING: D 306 1964
 JZ0575_MARK LOGO: CGS
 JZ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0575
 JZ0575  HISTORY     - Date     Condition        Report By
 JZ0575  HISTORY     - 1964     MONUMENTED       CGS
 JZ0575
 JZ0575                          STATION DESCRIPTION
 JZ0575
 JZ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0575'1 MI NE FROM AURORA.
 JZ0575'1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0575'THE STATION AT AURORA, SET ON THE TOP AND AT THE NORTHWEST END OF
 JZ0575'THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER WILSON CREEK,
 JZ0575'8.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.0 FOOT SOUTHEAST
 JZ0575'OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT 1 FOOT BELOW THE
 JZ0575'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0443 ***********************************************************************
 KA0443  DESIGNATION -  D 308
 KA0443  PID         -  KA0443
 KA0443  STATE/COUNTY-  IN/MONROE
 KA0443  COUNTRY     -  US
 KA0443  USGS QUAD   -  BLOOMINGTON (2019)
 KA0443
 KA0443                         *CURRENT SURVEY CONTROL
 KA0443  ______________________________________________________________________
 KA0443* NAD 83(1986) POSITION- 39 08 54.7    (N) 086 35 48.4    (W)   HD_HELD2
 KA0443* NAVD 88 ORTHO HEIGHT -   256.658 (meters)      842.05  (feet) ADJUSTED
 KA0443  ______________________________________________________________________
 KA0443  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 KA0443  DYNAMIC HEIGHT  -        256.500 (meters)      841.53  (feet) COMP
 KA0443  MODELED GRAVITY -    980,004.7   (mgal)                       NAVD 88
 KA0443
 KA0443  VERT ORDER      -  SECOND    CLASS 0
 KA0443
 KA0443.The horizontal coordinates were established by autonomous hand held GPS
 KA0443.observations and have an estimated accuracy of +/- 10 meters.
 KA0443
 KA0443.The orthometric height was determined by differential leveling and
 KA0443.adjusted by the NATIONAL GEODETIC SURVEY
 KA0443.in June 1991.
 KA0443
 KA0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0443.GEOID18 height accuracy estimate available here.
 KA0443
 KA0443.Click photographs - Photos may exist for this station.
 KA0443
 KA0443.The dynamic height is computed by dividing the NAVD 88
 KA0443.geopotential number by the normal gravity value computed on the
 KA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0443.degrees latitude (g = 980.6199 gals.).
 KA0443
 KA0443.The modeled gravity was interpolated from observed gravity values.
 KA0443
 KA0443;                    North         East    Units  Estimated Accuracy
 KA0443;SPC IN W     -   433,098.      942,059.      MT  (+/- 10 meters HH2 GPS)
 KA0443
 KA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3484233336(NAD 83)
 KA0443
 KA0443                          SUPERSEDED SURVEY CONTROL
 KA0443
 KA0443  NGVD 29 (??/??/92)  256.771  (m)          842.42   (f) ADJ UNCH    2 0
 KA0443
 KA0443.Superseded values are not recommended for survey control.
 KA0443
 KA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0443.See file dsdata.pdf to determine how the superseded data were derived.
 KA0443
 KA0443_MARKER: DB = BENCH MARK DISK
 KA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0443_STAMPING: D 308 1964
 KA0443_MARK LOGO: CGS
 KA0443_PROJECTION: RECESSED 3 CENTIMETERS
 KA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0443+STABILITY: SURFACE MOTION
 KA0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0443+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2024
 KA0443
 KA0443  HISTORY     - Date     Condition        Report By
 KA0443  HISTORY     - 1964     MONUMENTED       CGS
 KA0443  HISTORY     - 20031227 GOOD             GEOCAC
 KA0443  HISTORY     - 20240307 GOOD             INDIV
 KA0443
 KA0443                          STATION DESCRIPTION
 KA0443
 KA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA0443'3.5 MI SW FROM BLOOMINGTON.
 KA0443'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 KA0443'INTERSECTION OF GIFFORD DRIVE AND THE ILLINOIS CENTRAL RAILROAD,
 KA0443'165 FEET WEST-SOUTHWEST OF THE CENTER OF GIFFORD DRIVE, 141
 KA0443'FEET WEST-SOUTHWEST OF POLE NUMBER A2 20, 46.8 FEET SOUTH OF
 KA0443'THE SOUTH RAIL, 5 FEET WEST OF A CONCRETE FENCE POST, 2 FEET
 KA0443'NORTH OF A FENCELINE.  THE MARK IS SET IN A 10-INCH IRREGULAR
 KA0443'CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GROUND.
 KA0443
 KA0443                          STATION RECOVERY (2003)
 KA0443
 KA0443'RECOVERY NOTE BY GEOCACHING 2003
 KA0443'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 KA0443'OF ELLINGTON DRIVE AND THE ILLINOIS CENTRAL RAILROAD, 165 FEET
 KA0443'WEST-SOUTHWEST OF THE CENTER OF ELLINGTON DRIVE, 46.8 FEET SOUTH OF
 KA0443'THE SOUTH RAIL, 5 FEET WEST OF A CONCRETE FENCE POST, 2 FEET NORTH OF
 KA0443'A FENCELINE. THE MARK IS SET IN A 10-INCH IRREGULAR CONCRETE CYLINDER
 KA0443'PROJECTING 2 INCHES ABOVE GROUND.
 KA0443
 KA0443                          STATION RECOVERY (2024)
 KA0443
 KA0443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KAW)
 KA0443'THE CLOSEST ROAD HAS BEEN RENAMED "S ENDWRIGHT RD".  THE RAILROAD IS
 KA0443'NOW CALLED CSX.  THE MARK IS ON THE CSX RAILROAD RIGHT-OF-WAY.
 KA0443'CONCRETE FENCE POST IS STILL STANDING.  FENCE IS STILL VISIBLE.  MARK
 KA0443'APPEARS TO BE SINKING AS LEAVES DECOMPOSE AND COVER THE CONCRETE
 KA0443'CYLINDER BUT ACTUALLY THE GROUND IS RISING.  THE SURVEY MARKER IS TOO
 KA0443'CLOSE TO A LARGE TREE.  THE ROOTS WILL BE MOVING THE MARKER IN THE
 KA0443'FUTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0645 ***********************************************************************
 JA0645  DESIGNATION -  D 309
 JA0645  PID         -  JA0645
 JA0645  STATE/COUNTY-  IN/LAWRENCE
 JA0645  COUNTRY     -  US
 JA0645  USGS QUAD   -  GEORGIA (2019)
 JA0645
 JA0645                         *CURRENT SURVEY CONTROL
 JA0645  ______________________________________________________________________
 JA0645* NAD 83(1986) POSITION- 38 43 09.     (N) 086 31 45.     (W)   SCALED
 JA0645* NAVD 88 ORTHO HEIGHT -   214.356 (meters)      703.27  (feet) ADJUSTED
 JA0645  ______________________________________________________________________
 JA0645  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 JA0645  DYNAMIC HEIGHT  -        214.215 (meters)      702.80  (feet) COMP
 JA0645  MODELED GRAVITY -    979,969.6   (mgal)                       NAVD 88
 JA0645
 JA0645  VERT ORDER      -  FIRST     CLASS II
 JA0645
 JA0645.The horizontal coordinates were scaled from a map and have
 JA0645.an estimated accuracy of +/- 6 seconds.
 JA0645
 JA0645.The orthometric height was determined by differential leveling and
 JA0645.adjusted by the NATIONAL GEODETIC SURVEY
 JA0645.in June 1991.
 JA0645
 JA0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0645.GEOID18 height accuracy estimate available here.
 JA0645
 JA0645.Click photographs - Photos may exist for this station.
 JA0645
 JA0645.The dynamic height is computed by dividing the NAVD 88
 JA0645.geopotential number by the normal gravity value computed on the
 JA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0645.degrees latitude (g = 980.6199 gals.).
 JA0645
 JA0645.The modeled gravity was interpolated from observed gravity values.
 JA0645
 JA0645;                    North         East    Units  Estimated Accuracy
 JA0645;SPC IN W     -   385,470.      948,190.      MT  (+/- 180 meters Scaled)
 JA0645
 JA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH409857(NAD 83)
 JA0645
 JA0645                          SUPERSEDED SURVEY CONTROL
 JA0645
 JA0645  NGVD 29 (??/??/92)  214.470  (m)          703.64   (f) ADJ UNCH    1 2
 JA0645
 JA0645.Superseded values are not recommended for survey control.
 JA0645
 JA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0645.See file dsdata.pdf to determine how the superseded data were derived.
 JA0645
 JA0645_MARKER: DB = BENCH MARK DISK
 JA0645_SETTING: 66 = SET IN ROCK OUTCROP
 JA0645_STAMPING: D 309 1965
 JA0645_MARK LOGO: CGS
 JA0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0645+STABILITY: POSITION/ELEVATION WELL
 JA0645
 JA0645  HISTORY     - Date     Condition        Report By
 JA0645  HISTORY     - 1965     MONUMENTED       CGS
 JA0645
 JA0645                          STATION DESCRIPTION
 JA0645
 JA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0645'3.6 MI W FROM MITCHELL.
 JA0645'ABOUT 3.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0645'THE STATION AT MITCHELL, IN SECTION 4, T 3 N, R 1 W, 31 FEET
 JA0645'NORTHWEST OF MILEPOST 130, 13 FEET SOUTH OF THE SOUTH RAIL, SET
 JA0645'IN THE TOP OF A ROCK OUTCROP, 53 FEET NORTHEAST OF THE FIRST
 JA0645'POLE WEST OF MILEPOST 130, 2.6 FEET EAST OF A METAL WITNESS
 JA0645'POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0741 ***********************************************************************
 LB0741  DESIGNATION -  D 31
 LB0741  PID         -  LB0741
 LB0741  STATE/COUNTY-  IN/TIPPECANOE
 LB0741  COUNTRY     -  US
 LB0741  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0741
 LB0741                         *CURRENT SURVEY CONTROL
 LB0741  ______________________________________________________________________
 LB0741* NAD 83(1986) POSITION- 40 26 44.46   (N) 086 57 27.96   (W)   HD_HELD1
 LB0741* NAVD 88 ORTHO HEIGHT -   210.864 (meters)      691.81  (feet) ADJUSTED
 LB0741  ______________________________________________________________________
 LB0741  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 LB0741  DYNAMIC HEIGHT  -        210.761 (meters)      691.47  (feet) COMP
 LB0741  MODELED GRAVITY -    980,135.3   (mgal)                       NAVD 88
 LB0741
 LB0741  VERT ORDER      -  SECOND    CLASS 0
 LB0741
 LB0741.The horizontal coordinates were determined by differentially corrected
 LB0741.hand held GPS observations or other comparable positioning techniques
 LB0741.and have an estimated accuracy of +/- 3 meters.
 LB0741
 LB0741.The orthometric height was determined by differential leveling and
 LB0741.adjusted by the NATIONAL GEODETIC SURVEY
 LB0741.in June 1991.
 LB0741
 LB0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0741.GEOID18 height accuracy estimate available here.
 LB0741
 LB0741.Click photographs - Photos may exist for this station.
 LB0741
 LB0741.The dynamic height is computed by dividing the NAVD 88
 LB0741.geopotential number by the normal gravity value computed on the
 LB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0741.degrees latitude (g = 980.6199 gals.).
 LB0741
 LB0741.The modeled gravity was interpolated from observed gravity values.
 LB0741
 LB0741;                    North         East    Units  Estimated Accuracy
 LB0741;SPC IN W     -   577,011.8     910,652.2     MT  (+/- 3 meters HH1 GPS) 
 LB0741
 LB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0358177226(NAD 83)
 LB0741
 LB0741                          SUPERSEDED SURVEY CONTROL
 LB0741
 LB0741  NGVD 29 (??/??/92)  210.948  (m)          692.09   (f) ADJ UNCH    2 0
 LB0741
 LB0741.Superseded values are not recommended for survey control.
 LB0741
 LB0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0741.See file dsdata.pdf to determine how the superseded data were derived.
 LB0741
 LB0741_MARKER: DB = BENCH MARK DISK
 LB0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0741_STAMPING: D 31 1934
 LB0741_MARK LOGO: CGS
 LB0741_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0741+STABILITY: SURFACE MOTION
 LB0741
 LB0741  HISTORY     - Date     Condition        Report By
 LB0741  HISTORY     - 1934     MONUMENTED       CGS
 LB0741  HISTORY     - 1966     GOOD             CGS
 LB0741  HISTORY     - 1974     GOOD             NGS
 LB0741  HISTORY     - 1981     GOOD             USGS
 LB0741  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB0741  HISTORY     - 20191007 GOOD             INDIV
 LB0741  HISTORY     - 20220822 MARK NOT FOUND   INDOT
 LB0741
 LB0741                          STATION DESCRIPTION
 LB0741
 LB0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LB0741'4.4 MI W FROM LAFAYETTE.
 LB0741'REVISED DESCRIPTION-- 4.4 MILES WEST ALONG THE N.Y., C., S.L. RR.
 LB0741'FROM STATION IN LAFAYETTE, AT GRAVEL (200 NORTH ROAD) CROSSING,
 LB0741'67.5 FEET SOUTH OF SIGNAL TOWER 2633, 31.3 FEET SOUTHWEST OF
 LB0741'SOUTHWEST RAIL, AND 35 FEET SOUTH OF CENTERLINE OF 200 NORTH ROAD,
 LB0741'A STANDARD USC AND GS BENCH MARK STAMPED D 31 1934 AND SET IN
 LB0741'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 LB0741'GROUND.
 LB0741
 LB0741                          STATION RECOVERY (1974)
 LB0741
 LB0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB0741'RECOVERED IN GOOD CONDITION.
 LB0741
 LB0741                          STATION RECOVERY (1981)
 LB0741
 LB0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LB0741'RECOVERED IN GOOD CONDITION.
 LB0741
 LB0741                          STATION RECOVERY (2014)
 LB0741
 LB0741'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB0741'MARK NOT FOUND.
 LB0741
 LB0741                          STATION RECOVERY (2019)
 LB0741
 LB0741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TRK)
 LB0741'RECOVERED IN GOOD CONDITION.
 LB0741
 LB0741                          STATION RECOVERY (2022)
 LB0741
 LB0741'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (CB)
 LB0741'MARK PRESUMED OBLITERATED IN RECENT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0092 ***********************************************************************
 JA0092  DESIGNATION -  D 310
 JA0092  PID         -  JA0092
 JA0092  STATE/COUNTY-  IN/ORANGE
 JA0092  COUNTRY     -  US
 JA0092  USGS QUAD   -  PAOLI (2019)
 JA0092
 JA0092                         *CURRENT SURVEY CONTROL
 JA0092  ______________________________________________________________________
 JA0092* NAD 83(1986) POSITION- 38 34 18.     (N) 086 27 35.     (W)   SCALED
 JA0092* NAVD 88 ORTHO HEIGHT -   223.229 (meters)      732.38  (feet) ADJUSTED
 JA0092  ______________________________________________________________________
 JA0092  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JA0092  DYNAMIC HEIGHT  -        223.076 (meters)      731.88  (feet) COMP
 JA0092  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 JA0092
 JA0092  VERT ORDER      -  FIRST     CLASS II
 JA0092
 JA0092.The horizontal coordinates were scaled from a map and have
 JA0092.an estimated accuracy of +/- 6 seconds.
 JA0092
 JA0092.The orthometric height was determined by differential leveling and
 JA0092.adjusted by the NATIONAL GEODETIC SURVEY
 JA0092.in June 1991.
 JA0092
 JA0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0092.GEOID18 height accuracy estimate available here.
 JA0092
 JA0092.Click photographs - Photos may exist for this station.
 JA0092
 JA0092.The dynamic height is computed by dividing the NAVD 88
 JA0092.geopotential number by the normal gravity value computed on the
 JA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0092.degrees latitude (g = 980.6199 gals.).
 JA0092
 JA0092.The modeled gravity was interpolated from observed gravity values.
 JA0092
 JA0092;                    North         East    Units  Estimated Accuracy
 JA0092;SPC IN W     -   369,130.      954,340.      MT  (+/- 180 meters Scaled)
 JA0092
 JA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470693(NAD 83)
 JA0092
 JA0092                          SUPERSEDED SURVEY CONTROL
 JA0092
 JA0092  NGVD 29 (??/??/92)  223.331  (m)          732.71   (f) ADJ UNCH    1 2
 JA0092
 JA0092.Superseded values are not recommended for survey control.
 JA0092
 JA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0092.See file dsdata.pdf to determine how the superseded data were derived.
 JA0092
 JA0092_MARKER: DB = BENCH MARK DISK
 JA0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0092_STAMPING: D 310 1965
 JA0092_MARK LOGO: CGS
 JA0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0092+STABILITY: SURFACE MOTION
 JA0092
 JA0092  HISTORY     - Date     Condition        Report By
 JA0092  HISTORY     - 1965     MONUMENTED       CGS
 JA0092
 JA0092                          STATION DESCRIPTION
 JA0092
 JA0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0092'1 MI N FROM PAOLI.
 JA0092'ABOUT 0.95 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0092'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, IN SECTION 26,
 JA0092'T 2 N, R 1 W, 24 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JA0092'TRACK, 11 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD,
 JA0092'9 FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE,
 JA0092'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JA0092'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0092'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0704 ***********************************************************************
 JA0704  DESIGNATION -  D 311
 JA0704  PID         -  JA0704
 JA0704  STATE/COUNTY-  IN/MARTIN
 JA0704  COUNTRY     -  US
 JA0704  USGS QUAD   -  SHOALS (2019)
 JA0704
 JA0704                         *CURRENT SURVEY CONTROL
 JA0704  ______________________________________________________________________
 JA0704* NAD 83(1986) POSITION- 38 40 41.     (N) 086 48 18.     (W)   SCALED
 JA0704* NAVD 88 ORTHO HEIGHT -   146.699 (meters)      481.30  (feet) ADJUSTED
 JA0704  ______________________________________________________________________
 JA0704  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 JA0704  DYNAMIC HEIGHT  -        146.604 (meters)      480.98  (feet) COMP
 JA0704  MODELED GRAVITY -    979,976.9   (mgal)                       NAVD 88
 JA0704
 JA0704  VERT ORDER      -  FIRST     CLASS II
 JA0704
 JA0704.The horizontal coordinates were scaled from a map and have
 JA0704.an estimated accuracy of +/- 6 seconds.
 JA0704
 JA0704.The orthometric height was determined by differential leveling and
 JA0704.adjusted by the NATIONAL GEODETIC SURVEY
 JA0704.in June 1991.
 JA0704
 JA0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0704.GEOID18 height accuracy estimate available here.
 JA0704
 JA0704.Click photographs - Photos may exist for this station.
 JA0704
 JA0704.The dynamic height is computed by dividing the NAVD 88
 JA0704.geopotential number by the normal gravity value computed on the
 JA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0704.degrees latitude (g = 980.6199 gals.).
 JA0704
 JA0704.The modeled gravity was interpolated from observed gravity values.
 JA0704
 JA0704;                    North         East    Units  Estimated Accuracy
 JA0704;SPC IN W     -   380,790.      924,220.      MT  (+/- 180 meters Scaled)
 JA0704
 JA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH169810(NAD 83)
 JA0704
 JA0704                          SUPERSEDED SURVEY CONTROL
 JA0704
 JA0704  NGVD 29 (??/??/92)  146.823  (m)          481.70   (f) ADJ UNCH    1 2
 JA0704
 JA0704.Superseded values are not recommended for survey control.
 JA0704
 JA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0704.See file dsdata.pdf to determine how the superseded data were derived.
 JA0704
 JA0704_MARKER: DB = BENCH MARK DISK
 JA0704_SETTING: 66 = SET IN ROCK OUTCROP
 JA0704_STAMPING: D 311 1965
 JA0704_MARK LOGO: CGS
 JA0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0704+STABILITY: POSITION/ELEVATION WELL
 JA0704
 JA0704  HISTORY     - Date     Condition        Report By
 JA0704  HISTORY     - 1965     MONUMENTED       CGS
 JA0704
 JA0704                          STATION DESCRIPTION
 JA0704
 JA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0704'1.3 MI W FROM SHOALS.
 JA0704'ABOUT 1.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0704'THE STATION AT SHOALS, IN SECTION 24, T 3 N, R 4 W, SET IN THE
 JA0704'TOP OF A ROCK OUTCROP, 30 FEET EAST OF THE EAST RAIL OF THE MAIN
 JA0704'TRACK, 274 FEET NORTHWEST OF THE WEST RAIL OF A SIDETRACK, AND
 JA0704'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0831 ***********************************************************************
 JA0831  DESIGNATION -  D 312
 JA0831  PID         -  JA0831
 JA0831  STATE/COUNTY-  IN/DAVIESS
 JA0831  COUNTRY     -  US
 JA0831  USGS QUAD   -  MONTGOMERY (2019)
 JA0831
 JA0831                         *CURRENT SURVEY CONTROL
 JA0831  ______________________________________________________________________
 JA0831* NAD 83(1986) POSITION- 38 41 30.     (N) 087 07 12.     (W)   SCALED
 JA0831* NAVD 88 ORTHO HEIGHT -   139.527 (meters)      457.76  (feet) ADJUSTED
 JA0831  ______________________________________________________________________
 JA0831  GEOID HEIGHT    -        -32.416 (meters)                     GEOID18
 JA0831  DYNAMIC HEIGHT  -        139.439 (meters)      457.48  (feet) COMP
 JA0831  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JA0831
 JA0831  VERT ORDER      -  FIRST     CLASS II
 JA0831
 JA0831.The horizontal coordinates were scaled from a map and have
 JA0831.an estimated accuracy of +/- 6 seconds.
 JA0831
 JA0831.The orthometric height was determined by differential leveling and
 JA0831.adjusted by the NATIONAL GEODETIC SURVEY
 JA0831.in June 1991.
 JA0831
 JA0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0831.GEOID18 height accuracy estimate available here.
 JA0831
 JA0831.Click photographs - Photos may exist for this station.
 JA0831
 JA0831.The dynamic height is computed by dividing the NAVD 88
 JA0831.geopotential number by the normal gravity value computed on the
 JA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0831.degrees latitude (g = 980.6199 gals.).
 JA0831
 JA0831.The modeled gravity was interpolated from observed gravity values.
 JA0831
 JA0831;                    North         East    Units  Estimated Accuracy
 JA0831;SPC IN W     -   382,270.      896,810.      MT  (+/- 180 meters Scaled)
 JA0831
 JA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH895825(NAD 83)
 JA0831
 JA0831                          SUPERSEDED SURVEY CONTROL
 JA0831
 JA0831  NGVD 29 (??/??/92)  139.661  (m)          458.20   (f) ADJ UNCH    1 2
 JA0831
 JA0831.Superseded values are not recommended for survey control.
 JA0831
 JA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0831.See file dsdata.pdf to determine how the superseded data were derived.
 JA0831
 JA0831_MARKER: DB = BENCH MARK DISK
 JA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0831_STAMPING: D 312 1965
 JA0831_MARK LOGO: CGS
 JA0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0831+STABILITY: SURFACE MOTION
 JA0831
 JA0831  HISTORY     - Date     Condition        Report By
 JA0831  HISTORY     - 1965     MONUMENTED       CGS
 JA0831  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0831
 JA0831                          STATION DESCRIPTION
 JA0831
 JA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0831'5.3 MI NE FROM WASHINGTON.
 JA0831'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0831'THE STATION AT WASHINGTON, THENCE 1.7 MILES NORTH ALONG A DIRT
 JA0831'AND GRAVELED FARM ROAD, THENCE 0.5 MILE EAST ALONG A PAVED ROAD,
 JA0831'THENCE 0.5 MILE NORTH ALONG A PAVED ROAD, IN SECTION 18, T 3 N,
 JA0831'R 6 W, 21 1/2 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD,
 JA0831'20 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 1.9 FEET
 JA0831'SOUTHWEST OF POWER POLE NUMBER H5B22, 1.9 FEET WEST OF A METAL
 JA0831'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 JA0831'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0831
 JA0831                          STATION RECOVERY (2022)
 JA0831
 JA0831'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0831'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0431 ***********************************************************************
 JA0431  DESIGNATION -  D 313
 JA0431  PID         -  JA0431
 JA0431  STATE/COUNTY-  IN/CRAWFORD
 JA0431  COUNTRY     -  US
 JA0431  USGS QUAD   -  LEAVENWORTH (2019)
 JA0431
 JA0431                         *CURRENT SURVEY CONTROL
 JA0431  ______________________________________________________________________
 JA0431* NAD 83(1986) POSITION- 38 12 14.70   (N) 086 22 28.85   (W)   HD_HELD1
 JA0431* NAVD 88 ORTHO HEIGHT -   209.379 (meters)      686.94  (feet) ADJUSTED
 JA0431  ______________________________________________________________________
 JA0431  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 JA0431  DYNAMIC HEIGHT  -        209.230 (meters)      686.45  (feet) COMP
 JA0431  MODELED GRAVITY -    979,914.3   (mgal)                       NAVD 88
 JA0431
 JA0431  VERT ORDER      -  FIRST     CLASS II
 JA0431
 JA0431.The horizontal coordinates were determined by differentially corrected
 JA0431.hand held GPS observations or other comparable positioning techniques
 JA0431.and have an estimated accuracy of +/- 3 meters.
 JA0431
 JA0431.The orthometric height was determined by differential leveling and
 JA0431.adjusted by the NATIONAL GEODETIC SURVEY
 JA0431.in June 1991.
 JA0431
 JA0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0431.GEOID18 height accuracy estimate available here.
 JA0431
 JA0431.Click photographs - Photos may exist for this station.
 JA0431
 JA0431.The dynamic height is computed by dividing the NAVD 88
 JA0431.geopotential number by the normal gravity value computed on the
 JA0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0431.degrees latitude (g = 980.6199 gals.).
 JA0431
 JA0431.The modeled gravity was interpolated from observed gravity values.
 JA0431
 JA0431;                    North         East    Units  Estimated Accuracy
 JA0431;SPC IN W     -   328,383.6     962,068.1     MT  (+/- 3 meters HH1 GPS) 
 JA0431
 JA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5474928643(NAD 83)
 JA0431
 JA0431                          SUPERSEDED SURVEY CONTROL
 JA0431
 JA0431  NGVD 29 (??/??/92)  209.490  (m)          687.30   (f) ADJ UNCH    1 2
 JA0431
 JA0431.Superseded values are not recommended for survey control.
 JA0431
 JA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0431.See file dsdata.pdf to determine how the superseded data were derived.
 JA0431
 JA0431_MARKER: DB = BENCH MARK DISK
 JA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0431_STAMPING: D 313 1965
 JA0431_MARK LOGO: CGS
 JA0431_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0431+STABILITY: SURFACE MOTION
 JA0431
 JA0431  HISTORY     - Date     Condition        Report By
 JA0431  HISTORY     - 1965     MONUMENTED       CGS
 JA0431  HISTORY     - 20100817 GOOD             GEOCAC
 JA0431  HISTORY     - 20170930 GOOD             GEOCAC
 JA0431
 JA0431                          STATION DESCRIPTION
 JA0431
 JA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0431'2 MI W FROM LEAVENWORTH.
 JA0431'2.0 MILES WEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0431'LEAVENWORTH, IN SECTION 35, T 3 S, R 1 E, 27 FEET SOUTHWEST OF
 JA0431'THE SOUTHWEST CORNER OF THE GOLDMAN GARAGE, 27 FEET NORTHWEST
 JA0431'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTER
 JA0431'LINE OF A DRIVEWAY LEADING NORTH, 3.3 FEET WEST OF A TELEPHONE
 JA0431'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 JA0431'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0431'8 INCHES.
 JA0431
 JA0431                          STATION RECOVERY (2010)
 JA0431
 JA0431'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0431'RECOVERED IN GOOD CONDITION.
 JA0431
 JA0431                          STATION RECOVERY (2017)
 JA0431
 JA0431'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0853 ***********************************************************************
 JA0853  DESIGNATION -  D 314
 JA0853  PID         -  JA0853
 JA0853  STATE/COUNTY-  IN/DAVIESS
 JA0853  COUNTRY     -  US
 JA0853  USGS QUAD   -  WASHINGTON (2019)
 JA0853
 JA0853                         *CURRENT SURVEY CONTROL
 JA0853  ______________________________________________________________________
 JA0853* NAD 83(1986) POSITION- 38 39 39.     (N) 087 14 19.     (W)   SCALED
 JA0853* NAVD 88 ORTHO HEIGHT -   134.583 (meters)      441.54  (feet) ADJUSTED
 JA0853  ______________________________________________________________________
 JA0853  GEOID HEIGHT    -        -32.216 (meters)                     GEOID18
 JA0853  DYNAMIC HEIGHT  -        134.497 (meters)      441.26  (feet) COMP
 JA0853  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 JA0853
 JA0853  VERT ORDER      -  FIRST     CLASS II
 JA0853
 JA0853.The horizontal coordinates were scaled from a map and have
 JA0853.an estimated accuracy of +/- 6 seconds.
 JA0853
 JA0853.The orthometric height was determined by differential leveling and
 JA0853.adjusted by the NATIONAL GEODETIC SURVEY
 JA0853.in June 1991.
 JA0853
 JA0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0853.GEOID18 height accuracy estimate available here.
 JA0853
 JA0853.Click photographs - Photos may exist for this station.
 JA0853
 JA0853.The dynamic height is computed by dividing the NAVD 88
 JA0853.geopotential number by the normal gravity value computed on the
 JA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0853.degrees latitude (g = 980.6199 gals.).
 JA0853
 JA0853.The modeled gravity was interpolated from observed gravity values.
 JA0853
 JA0853;                    North         East    Units  Estimated Accuracy
 JA0853;SPC IN W     -   378,860.      886,490.      MT  (+/- 180 meters Scaled)
 JA0853
 JA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH792791(NAD 83)
 JA0853
 JA0853                          SUPERSEDED SURVEY CONTROL
 JA0853
 JA0853  NGVD 29 (??/??/92)  134.714  (m)          441.97   (f) ADJ UNCH    1 2
 JA0853
 JA0853.Superseded values are not recommended for survey control.
 JA0853
 JA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0853.See file dsdata.pdf to determine how the superseded data were derived.
 JA0853
 JA0853_MARKER: DB = BENCH MARK DISK
 JA0853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0853_SP_SET: BRIDGE ABUTMENT
 JA0853_STAMPING: D 314 1965
 JA0853_MARK LOGO: CGS
 JA0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0853
 JA0853  HISTORY     - Date     Condition        Report By
 JA0853  HISTORY     - 1965     MONUMENTED       CGS
 JA0853  HISTORY     - 1986     GOOD             NGS
 JA0853
 JA0853                          STATION DESCRIPTION
 JA0853
 JA0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0853'3.4 MI W FROM WASHINGTON.
 JA0853'ABOUT 3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0853'THE STATION AT WASHINGTON, IN SECTION 30, T 3 N, R 7 W, SET IN
 JA0853'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL
 JA0853'RAILROAD BRIDGE OVER PRAIRIE CREEK, 10 FEET SOUTH OF THE SOUTH
 JA0853'RAIL, AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 JA0853
 JA0853                          STATION RECOVERY (1986)
 JA0853
 JA0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0853'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA0853'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1098 ***********************************************************************
 JA1098  DESIGNATION -  D 315
 JA1098  PID         -  JA1098
 JA1098  STATE/COUNTY-  IN/PIKE
 JA1098  COUNTRY     -  US
 JA1098  USGS QUAD   -  PETERSBURG (2019)
 JA1098
 JA1098                         *CURRENT SURVEY CONTROL
 JA1098  ______________________________________________________________________
 JA1098* NAD 83(1986) POSITION- 38 29 48.     (N) 087 16 50.     (W)   SCALED
 JA1098* NAVD 88 ORTHO HEIGHT -   135.908 (meters)      445.89  (feet) ADJUSTED
 JA1098  ______________________________________________________________________
 JA1098  GEOID HEIGHT    -        -32.015 (meters)                     GEOID18
 JA1098  DYNAMIC HEIGHT  -        135.820 (meters)      445.60  (feet) COMP
 JA1098  MODELED GRAVITY -    979,978.9   (mgal)                       NAVD 88
 JA1098
 JA1098  VERT ORDER      -  FIRST     CLASS II
 JA1098
 JA1098.The horizontal coordinates were scaled from a map and have
 JA1098.an estimated accuracy of +/- 6 seconds.
 JA1098
 JA1098.The orthometric height was determined by differential leveling and
 JA1098.adjusted by the NATIONAL GEODETIC SURVEY
 JA1098.in June 1991.
 JA1098
 JA1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1098.GEOID18 height accuracy estimate available here.
 JA1098
 JA1098.Click photographs - Photos may exist for this station.
 JA1098
 JA1098.The dynamic height is computed by dividing the NAVD 88
 JA1098.geopotential number by the normal gravity value computed on the
 JA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1098.degrees latitude (g = 980.6199 gals.).
 JA1098
 JA1098.The modeled gravity was interpolated from observed gravity values.
 JA1098
 JA1098;                    North         East    Units  Estimated Accuracy
 JA1098;SPC IN W     -   360,640.      882,800.      MT  (+/- 180 meters Scaled)
 JA1098
 JA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH755609(NAD 83)
 JA1098
 JA1098                          SUPERSEDED SURVEY CONTROL
 JA1098
 JA1098  NGVD 29 (??/??/92)  136.046  (m)          446.34   (f) ADJ UNCH    1 2
 JA1098
 JA1098.Superseded values are not recommended for survey control.
 JA1098
 JA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1098.See file dsdata.pdf to determine how the superseded data were derived.
 JA1098
 JA1098_MARKER: DB = BENCH MARK DISK
 JA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1098_STAMPING: D 315 1965
 JA1098_MARK LOGO: CGS
 JA1098_PROJECTION: PROJECTING 8 CENTIMETERS
 JA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1098+STABILITY: SURFACE MOTION
 JA1098
 JA1098  HISTORY     - Date     Condition        Report By
 JA1098  HISTORY     - 1965     MONUMENTED       CGS
 JA1098  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1098
 JA1098                          STATION DESCRIPTION
 JA1098
 JA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1098'0.7 MI NE FROM PETERSBURG.
 JA1098'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA1098'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA1098'STREET THENCE 0.35 MILE NORTHEAST ALONG THE NEW YORK CENTRAL
 JA1098'RAILROAD, 0.15 MILE NORTHEAST OF A CROSSING OF THE RAILROAD AND
 JA1098'9TH STREET, SET IN THE NORTHEAST EDGE OF A 6 BY 8 FOOT CONCRETE
 JA1098'FOUNDATION, 21.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JA1098'MAIN TRACK, 6.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 JA1098'TRACK, ABOUT LEVEL WITH THE TRACK, AND ABOUT 3 INCHES ABOVE THE
 JA1098'LEVEL OF THE GROUND.
 JA1098
 JA1098                          STATION RECOVERY (1985)
 JA1098
 JA1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1064 ***********************************************************************
 JA1064  DESIGNATION -  D 316
 JA1064  PID         -  JA1064
 JA1064  STATE/COUNTY-  IN/GIBSON
 JA1064  COUNTRY     -  US
 JA1064  USGS QUAD   -  OAKLAND CITY (2019)
 JA1064
 JA1064                         *CURRENT SURVEY CONTROL
 JA1064  ______________________________________________________________________
 JA1064* NAD 83(1986) POSITION- 38 17 22.     (N) 087 22 24.     (W)   SCALED
 JA1064* NAVD 88 ORTHO HEIGHT -   152.083 (meters)      498.96  (feet) ADJUSTED
 JA1064  ______________________________________________________________________
 JA1064  GEOID HEIGHT    -        -31.660 (meters)                     GEOID18
 JA1064  DYNAMIC HEIGHT  -        151.982 (meters)      498.63  (feet) COMP
 JA1064  MODELED GRAVITY -    979,961.7   (mgal)                       NAVD 88
 JA1064
 JA1064  VERT ORDER      -  FIRST     CLASS II
 JA1064
 JA1064.The horizontal coordinates were scaled from a map and have
 JA1064.an estimated accuracy of +/- 6 seconds.
 JA1064
 JA1064.The orthometric height was determined by differential leveling and
 JA1064.adjusted by the NATIONAL GEODETIC SURVEY
 JA1064.in June 1991.
 JA1064
 JA1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1064.GEOID18 height accuracy estimate available here.
 JA1064
 JA1064.Click photographs - Photos may exist for this station.
 JA1064
 JA1064.The dynamic height is computed by dividing the NAVD 88
 JA1064.geopotential number by the normal gravity value computed on the
 JA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1064.degrees latitude (g = 980.6199 gals.).
 JA1064
 JA1064.The modeled gravity was interpolated from observed gravity values.
 JA1064
 JA1064;                    North         East    Units  Estimated Accuracy
 JA1064;SPC IN W     -   337,660.      874,630.      MT  (+/- 180 meters Scaled)
 JA1064
 JA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH673379(NAD 83)
 JA1064
 JA1064                          SUPERSEDED SURVEY CONTROL
 JA1064
 JA1064  NGVD 29 (??/??/92)  152.200  (m)          499.34   (f) ADJ UNCH    1 2
 JA1064
 JA1064.Superseded values are not recommended for survey control.
 JA1064
 JA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1064.See file dsdata.pdf to determine how the superseded data were derived.
 JA1064
 JA1064_MARKER: DB = BENCH MARK DISK
 JA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1064_STAMPING: D 316 1965
 JA1064_MARK LOGO: CGS
 JA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1064+STABILITY: SURFACE MOTION
 JA1064
 JA1064  HISTORY     - Date     Condition        Report By
 JA1064  HISTORY     - 1965     MONUMENTED       CGS
 JA1064  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1064
 JA1064                          STATION DESCRIPTION
 JA1064
 JA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1064'1 MI NE FROM SOMERVILLE.
 JA1064'ABOUT 1 BLOCK NORTHWEST ALONG COUNTY ROAD 540 S FROM THE POST
 JA1064'OFFICE AT SOMERVILLE, THENCE 0.95 MILE NORTHEAST ALONG THE NEW
 JA1064'YORK CENTRAL RAILROAD, 5 RAILS SOUTH OF MILE POST 110, AT COUNTY
 JA1064'ROAD 450 S WOODEN OVERPASS, 18 1/2 FEET EAST OF THE EAST RAIL,
 JA1064'9.7 FEET EAST OF THE NORTHEAST CORNER OF THE MIDDLE ONE OF FIVE
 JA1064'CONCRETE FOOTINGS WHICH SUPPORT THE WOODEN PILES OF THE OVERPASS,
 JA1064'SET IN THE CENTER OF THE TOP OF AN 18-INCH SQUARE ABANDONED
 JA1064'CONCRETE FOOTING WHICH PROJECTS ABOUT 5 INCHES, AND ABOUT 3 FEET
 JA1064'ABOVE THE LEVEL OF THE TRACK.
 JA1064
 JA1064                          STATION RECOVERY (1985)
 JA1064
 JA1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0592 ***********************************************************************
 JA0592  DESIGNATION -  D 317
 JA0592  PID         -  JA0592
 JA0592  STATE/COUNTY-  IN/DUBOIS
 JA0592  COUNTRY     -  US
 JA0592  USGS QUAD   -  HUNTINGBURG (2019)
 JA0592
 JA0592                         *CURRENT SURVEY CONTROL
 JA0592  ______________________________________________________________________
 JA0592* NAD 83(1986) POSITION- 38 17 29.     (N) 086 56 10.     (W)   SCALED
 JA0592* NAVD 88 ORTHO HEIGHT -   137.230 (meters)      450.23  (feet) ADJUSTED
 JA0592  ______________________________________________________________________
 JA0592  GEOID HEIGHT    -        -32.301 (meters)                     GEOID18
 JA0592  DYNAMIC HEIGHT  -        137.138 (meters)      449.93  (feet) COMP
 JA0592  MODELED GRAVITY -    979,954.1   (mgal)                       NAVD 88
 JA0592
 JA0592  VERT ORDER      -  FIRST     CLASS II
 JA0592
 JA0592.The horizontal coordinates were scaled from a map and have
 JA0592.an estimated accuracy of +/- 6 seconds.
 JA0592
 JA0592.The orthometric height was determined by differential leveling and
 JA0592.adjusted by the NATIONAL GEODETIC SURVEY
 JA0592.in June 1991.
 JA0592
 JA0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0592.GEOID18 height accuracy estimate available here.
 JA0592
 JA0592.Click photographs - Photos may exist for this station.
 JA0592
 JA0592.The dynamic height is computed by dividing the NAVD 88
 JA0592.geopotential number by the normal gravity value computed on the
 JA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0592.degrees latitude (g = 980.6199 gals.).
 JA0592
 JA0592.The modeled gravity was interpolated from observed gravity values.
 JA0592
 JA0592;                    North         East    Units  Estimated Accuracy
 JA0592;SPC IN W     -   337,850.      912,880.      MT  (+/- 180 meters Scaled)
 JA0592
 JA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH055381(NAD 83)
 JA0592
 JA0592                          SUPERSEDED SURVEY CONTROL
 JA0592
 JA0592  NGVD 29 (??/??/92)  137.336  (m)          450.58   (f) ADJ UNCH    1 2
 JA0592
 JA0592.Superseded values are not recommended for survey control.
 JA0592
 JA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0592.See file dsdata.pdf to determine how the superseded data were derived.
 JA0592
 JA0592_MARKER: DB = BENCH MARK DISK
 JA0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0592_STAMPING: D 317 1965
 JA0592_MARK LOGO: CGS
 JA0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0592+STABILITY: SURFACE MOTION
 JA0592
 JA0592  HISTORY     - Date     Condition        Report By
 JA0592  HISTORY     - 1965     MONUMENTED       CGS
 JA0592
 JA0592                          STATION DESCRIPTION
 JA0592
 JA0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0592'0.9 MI SE FROM HUNTINGBURG.
 JA0592'ABOUT 0.9 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0592'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0592'2, T 3 S, R 5 W, 126 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 JA0592'OF THE RAILROAD AND A GRAVELED ROAD WHICH IS FIRST STREET, 47
 JA0592'FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTH OF THE
 JA0592'CENTER LINE OF THE ROAD, 6 RAILS SOUTHEAST OF A SWITCH STAND,
 JA0592'2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 JA0592'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0592'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0564 ***********************************************************************
 HA0564  DESIGNATION -  D 318
 HA0564  PID         -  HA0564
 HA0564  STATE/COUNTY-  IN/SPENCER
 HA0564  COUNTRY     -  US
 HA0564  USGS QUAD   -  ROCKPORT (2019)
 HA0564
 HA0564                         *CURRENT SURVEY CONTROL
 HA0564  ______________________________________________________________________
 HA0564* NAD 83(1986) POSITION- 37 57 34.5    (N) 087 02 22.8    (W)   HD_HELD2
 HA0564* NAVD 88 ORTHO HEIGHT -   120.966 (meters)      396.87  (feet) ADJUSTED
 HA0564  ______________________________________________________________________
 HA0564  GEOID HEIGHT    -        -31.302 (meters)                     GEOID18
 HA0564  DYNAMIC HEIGHT  -        120.885 (meters)      396.60  (feet) COMP
 HA0564  MODELED GRAVITY -    979,960.0   (mgal)                       NAVD 88
 HA0564
 HA0564  VERT ORDER      -  FIRST     CLASS II
 HA0564
 HA0564.The horizontal coordinates were established by autonomous hand held GPS
 HA0564.observations and have an estimated accuracy of +/- 10 meters.
 HA0564
 HA0564.The orthometric height was determined by differential leveling and
 HA0564.adjusted by the NATIONAL GEODETIC SURVEY
 HA0564.in June 1991.
 HA0564
 HA0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0564.GEOID18 height accuracy estimate available here.
 HA0564
 HA0564.Click photographs - Photos may exist for this station.
 HA0564
 HA0564.The dynamic height is computed by dividing the NAVD 88
 HA0564.geopotential number by the normal gravity value computed on the
 HA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0564.degrees latitude (g = 980.6199 gals.).
 HA0564
 HA0564.The modeled gravity was interpolated from observed gravity values.
 HA0564
 HA0564;                    North         East    Units  Estimated Accuracy
 HA0564;SPC IN W     -   301,009.      903,837.      MT  (+/- 10 meters HH2 GPS)
 HA0564
 HA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9651501331(NAD 83)
 HA0564
 HA0564                          SUPERSEDED SURVEY CONTROL
 HA0564
 HA0564  NGVD 29 (??/??/92)  121.066  (m)          397.20   (f) ADJ UNCH    1 2
 HA0564
 HA0564.Superseded values are not recommended for survey control.
 HA0564
 HA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0564.See file dsdata.pdf to determine how the superseded data were derived.
 HA0564
 HA0564_MARKER: DB = BENCH MARK DISK
 HA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0564_STAMPING: D 318 1965
 HA0564_MARK LOGO: CGS
 HA0564_PROJECTION: PROJECTING 13 CENTIMETERS
 HA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0564+STABILITY: SURFACE MOTION
 HA0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0564+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 HA0564
 HA0564  HISTORY     - Date     Condition        Report By
 HA0564  HISTORY     - 1965     MONUMENTED       CGS
 HA0564  HISTORY     - 20110128 GOOD             GEOCAC
 HA0564  HISTORY     - 20221214 GOOD             INDOT
 HA0564
 HA0564                          STATION DESCRIPTION
 HA0564
 HA0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0564'3.9 MI S FROM CHRISNEY.
 HA0564'ABOUT 3.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0564'OFFICE AT CHRISNEY, IN SECTION 35, T 6 S, R 6 W, 39 FEET SOUTHEAST
 HA0564'OF THE CENTER OF THE CROSSING OF AN ASPHALT ROAD, 52 FEET SOUTH
 HA0564'AND ACROSS THE ROAD FROM A POWER POLE NUMBER 4, 25 1/2 FEET EAST
 HA0564'OF THE EAST RAIL, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HA0564'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HA0564'RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0564
 HA0564                          STATION RECOVERY (2011)
 HA0564
 HA0564'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0564'COORDINATES  N 37 57.575     W   087  02.380
 HA0564'
 HA0564'MARK RECOVERED IN GOOD CONDITION
 HA0564'
 HA0564
 HA0564                          STATION RECOVERY (2022)
 HA0564
 HA0564'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0776 ***********************************************************************
 HZ0776  DESIGNATION -  D 319
 HZ0776  PID         -  HZ0776
 HZ0776  STATE/COUNTY-  IN/OHIO
 HZ0776  COUNTRY     -  US
 HZ0776  USGS QUAD   -  RISING SUN (2019)
 HZ0776
 HZ0776                         *CURRENT SURVEY CONTROL
 HZ0776  ______________________________________________________________________
 HZ0776* NAD 83(1986) POSITION- 38 59 27.     (N) 084 51 08.     (W)   SCALED
 HZ0776* NAVD 88 ORTHO HEIGHT -   148.135 (meters)      486.01  (feet) ADJUSTED
 HZ0776  ______________________________________________________________________
 HZ0776  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 HZ0776  DYNAMIC HEIGHT  -        148.042 (meters)      485.70  (feet) COMP
 HZ0776  MODELED GRAVITY -    979,996.1   (mgal)                       NAVD 88
 HZ0776
 HZ0776  VERT ORDER      -  FIRST     CLASS II
 HZ0776
 HZ0776.The horizontal coordinates were scaled from a map and have
 HZ0776.an estimated accuracy of +/- 6 seconds.
 HZ0776
 HZ0776.The orthometric height was determined by differential leveling and
 HZ0776.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0776.in June 1991.
 HZ0776
 HZ0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0776.GEOID18 height accuracy estimate available here.
 HZ0776
 HZ0776.Click photographs - Photos may exist for this station.
 HZ0776
 HZ0776.The dynamic height is computed by dividing the NAVD 88
 HZ0776.geopotential number by the normal gravity value computed on the
 HZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0776.degrees latitude (g = 980.6199 gals.).
 HZ0776
 HZ0776.The modeled gravity was interpolated from observed gravity values.
 HZ0776
 HZ0776;                    North         East    Units  Estimated Accuracy
 HZ0776;SPC IN E     -   415,790.      170,560.      MT  (+/- 180 meters Scaled)
 HZ0776
 HZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860179(NAD 83)
 HZ0776
 HZ0776                          SUPERSEDED SURVEY CONTROL
 HZ0776
 HZ0776  NGVD 29 (??/??/92)  148.342  (m)          486.69   (f) ADJ UNCH    1 2
 HZ0776
 HZ0776.Superseded values are not recommended for survey control.
 HZ0776
 HZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0776.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0776
 HZ0776_MARKER: DB = BENCH MARK DISK
 HZ0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0776_SP_SET: CULVERT HEADWALL
 HZ0776_STAMPING: D 319 1965
 HZ0776_MARK LOGO: CGS
 HZ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0776+STABILITY: SURFACE MOTION
 HZ0776
 HZ0776  HISTORY     - Date     Condition        Report By
 HZ0776  HISTORY     - 1965     MONUMENTED       CGS
 HZ0776
 HZ0776                          STATION DESCRIPTION
 HZ0776
 HZ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0776'3.1 MI N FROM RISING SUN.
 HZ0776'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 HZ0776'RISING SUN, THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 56, OR
 HZ0776'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 HZ0776'AT AURORA, IN SECTION 23, T 4 N, R 1 W, 21 FEET EAST OF THE
 HZ0776'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 HZ0776'EAST HEADWALL OF A CONCRETE CULVERT, ABOUT 1 FOOT BELOW THE LEVEL
 HZ0776'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0403 ***********************************************************************
 LB0403  DESIGNATION -  D 32
 LB0403  PID         -  LB0403
 LB0403  STATE/COUNTY-  IN/HAMILTON
 LB0403  COUNTRY     -  US
 LB0403  USGS QUAD   -  WESTFIELD (2019)
 LB0403
 LB0403                         *CURRENT SURVEY CONTROL
 LB0403  ______________________________________________________________________
 LB0403* NAD 83(1986) POSITION- 40 06 53.     (N) 086 11 26.     (W)   SCALED
 LB0403* NAVD 88 ORTHO HEIGHT -   289.609 (meters)      950.16  (feet) ADJUSTED
 LB0403  ______________________________________________________________________
 LB0403  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 LB0403  DYNAMIC HEIGHT  -        289.448 (meters)      949.63  (feet) COMP
 LB0403  MODELED GRAVITY -    980,062.6   (mgal)                       NAVD 88
 LB0403
 LB0403  VERT ORDER      -  SECOND    CLASS 0
 LB0403
 LB0403.The horizontal coordinates were scaled from a map and have
 LB0403.an estimated accuracy of +/- 6 seconds.
 LB0403
 LB0403.The orthometric height was determined by differential leveling and
 LB0403.adjusted by the NATIONAL GEODETIC SURVEY
 LB0403.in June 1991.
 LB0403
 LB0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0403.GEOID18 height accuracy estimate available here.
 LB0403
 LB0403.Click photographs - Photos may exist for this station.
 LB0403
 LB0403.The dynamic height is computed by dividing the NAVD 88
 LB0403.geopotential number by the normal gravity value computed on the
 LB0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0403.degrees latitude (g = 980.6199 gals.).
 LB0403
 LB0403.The modeled gravity was interpolated from observed gravity values.
 LB0403
 LB0403;                    North         East    Units  Estimated Accuracy
 LB0403;SPC IN E     -   540,390.       55,340.      MT  (+/- 180 meters Scaled)
 LB0403
 LB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK689408(NAD 83)
 LB0403
 LB0403                          SUPERSEDED SURVEY CONTROL
 LB0403
 LB0403  NGVD 29 (??/??/92)  289.717  (m)          950.51   (f) ADJ UNCH    2 0
 LB0403
 LB0403.Superseded values are not recommended for survey control.
 LB0403
 LB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0403.See file dsdata.pdf to determine how the superseded data were derived.
 LB0403
 LB0403_MARKER: DB = BENCH MARK DISK
 LB0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0403_STAMPING: D 32 1934
 LB0403_MARK LOGO: CGS
 LB0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0403+STABILITY: SURFACE MOTION
 LB0403
 LB0403  HISTORY     - Date     Condition        Report By
 LB0403  HISTORY     - 1934     MONUMENTED       CGS
 LB0403  HISTORY     - 1946     GOOD             CGS
 LB0403  HISTORY     - 20220915 MARK NOT FOUND   IN-057
 LB0403
 LB0403                          STATION DESCRIPTION
 LB0403
 LB0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0403'1.9 MI SE FROM SHERIDAN.
 LB0403'1.9 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0403'RAILWAY FROM THE STATION AT SHERIDAN, HAMILTON COUNTY, 0.2 MILE
 LB0403'SOUTHEAST OF MILEPOST B 157, 22 YARDS SOUTHEAST OF ILLS. P. L. CO.
 LB0403'POLE 5678, IN THE EAST ANGLE OF A GRAVEL-ROAD CROSSING, 28.9 FEET
 LB0403'SOUTH OF THE CENTERLINE OF THE ROAD, 26.5 FEET NORTHEAST OF THE
 LB0403'NORTHEAST RAIL, AND 3.2 FEET SOUTHWEST OF THE FENCE.  A STANDARD
 LB0403'DISK, STAMPED D 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0403'PROJECTING 4 INCHES ABOVE GROUND.
 LB0403
 LB0403                          STATION RECOVERY (2022)
 LB0403
 LB0403'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0403'RESIDENCE NOW IN VICINITY OF MARK.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1024 ***********************************************************************
 HZ1024  DESIGNATION -  D 320
 HZ1024  PID         -  HZ1024
 HZ1024  STATE/COUNTY-  IN/SWITZERLAND
 HZ1024  COUNTRY     -  US
 HZ1024  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1024
 HZ1024                         *CURRENT SURVEY CONTROL
 HZ1024  ______________________________________________________________________
 HZ1024* NAD 83(1986) POSITION- 38 45 45.     (N) 085 02 32.     (W)   SCALED
 HZ1024* NAVD 88 ORTHO HEIGHT -   141.464 (meters)      464.12  (feet) ADJUSTED
 HZ1024  ______________________________________________________________________
 HZ1024  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 HZ1024  DYNAMIC HEIGHT  -        141.374 (meters)      463.82  (feet) COMP
 HZ1024  MODELED GRAVITY -    979,986.4   (mgal)                       NAVD 88
 HZ1024
 HZ1024  VERT ORDER      -  FIRST     CLASS II
 HZ1024
 HZ1024.The horizontal coordinates were scaled from a map and have
 HZ1024.an estimated accuracy of +/- 6 seconds.
 HZ1024
 HZ1024.The orthometric height was determined by differential leveling and
 HZ1024.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1024.in June 1991.
 HZ1024
 HZ1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1024.GEOID18 height accuracy estimate available here.
 HZ1024
 HZ1024.Click photographs - Photos may exist for this station.
 HZ1024
 HZ1024.The dynamic height is computed by dividing the NAVD 88
 HZ1024.geopotential number by the normal gravity value computed on the
 HZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1024.degrees latitude (g = 980.6199 gals.).
 HZ1024
 HZ1024.The modeled gravity was interpolated from observed gravity values.
 HZ1024
 HZ1024;                    North         East    Units  Estimated Accuracy
 HZ1024;SPC IN E     -   390,320.      154,270.      MT  (+/- 180 meters Scaled)
 HZ1024
 HZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH700922(NAD 83)
 HZ1024
 HZ1024                          SUPERSEDED SURVEY CONTROL
 HZ1024
 HZ1024  NGVD 29 (??/??/92)  141.651  (m)          464.73   (f) ADJ UNCH    1 2
 HZ1024
 HZ1024.Superseded values are not recommended for survey control.
 HZ1024
 HZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1024.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1024
 HZ1024_MARKER: DB = BENCH MARK DISK
 HZ1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1024_SP_SET: BRIDGE
 HZ1024_STAMPING: D 320 1965
 HZ1024_MARK LOGO: CGS
 HZ1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1024
 HZ1024  HISTORY     - Date     Condition        Report By
 HZ1024  HISTORY     - 1965     MONUMENTED       CGS
 HZ1024  HISTORY     - 19910727 GOOD             USPSQD
 HZ1024  HISTORY     - 20180405 MARK NOT FOUND   MCA
 HZ1024
 HZ1024                          STATION DESCRIPTION
 HZ1024
 HZ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1024'1.9 MI NE FROM VEVAY.
 HZ1024'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE COURTHOUSE
 HZ1024'AT VEVAY, IN SECTION 7, T 1 N, R 2 W, 16 FEET NORTHWEST OF THE
 HZ1024'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END
 HZ1024'OF THE NORTHWEST CONCRETE GUARD RAIL OF A BRIDGE OVER PLUM CREEK,
 HZ1024'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HZ1024
 HZ1024                          STATION RECOVERY (1991)
 HZ1024
 HZ1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (TL)
 HZ1024'RECOVERED IN GOOD CONDITION.
 HZ1024
 HZ1024                          STATION RECOVERY (2018)
 HZ1024
 HZ1024'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1024'THE CONCRETE IS BADLY DETERIORATED AND THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1060 ***********************************************************************
 HZ1060  DESIGNATION -  D 321
 HZ1060  PID         -  HZ1060
 HZ1060  STATE/COUNTY-  IN/JEFFERSON
 HZ1060  COUNTRY     -  US
 HZ1060  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ1060
 HZ1060                         *CURRENT SURVEY CONTROL
 HZ1060  ______________________________________________________________________
 HZ1060* NAD 83(1986) POSITION- 38 45 10.     (N) 085 27 01.     (W)   SCALED
 HZ1060* NAVD 88 ORTHO HEIGHT -   246.433 (meters)      808.51  (feet) ADJUSTED
 HZ1060  ______________________________________________________________________
 HZ1060  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1060  DYNAMIC HEIGHT  -        246.270 (meters)      807.97  (feet) COMP
 HZ1060  MODELED GRAVITY -    979,963.3   (mgal)                       NAVD 88
 HZ1060
 HZ1060  VERT ORDER      -  FIRST     CLASS II
 HZ1060
 HZ1060.The horizontal coordinates were scaled from a map and have
 HZ1060.an estimated accuracy of +/- 6 seconds.
 HZ1060
 HZ1060.The orthometric height was determined by differential leveling and
 HZ1060.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1060.in June 1991.
 HZ1060
 HZ1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1060.GEOID18 height accuracy estimate available here.
 HZ1060
 HZ1060.Click photographs - Photos may exist for this station.
 HZ1060
 HZ1060.The dynamic height is computed by dividing the NAVD 88
 HZ1060.geopotential number by the normal gravity value computed on the
 HZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1060.degrees latitude (g = 980.6199 gals.).
 HZ1060
 HZ1060.The modeled gravity was interpolated from observed gravity values.
 HZ1060
 HZ1060;                    North         East    Units  Estimated Accuracy
 HZ1060;SPC IN E     -   389,080.      118,810.      MT  (+/- 180 meters Scaled)
 HZ1060
 HZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH346904(NAD 83)
 HZ1060
 HZ1060                          SUPERSEDED SURVEY CONTROL
 HZ1060
 HZ1060  NGVD 29 (??/??/92)  246.596  (m)          809.04   (f) ADJ UNCH    1 2
 HZ1060
 HZ1060.Superseded values are not recommended for survey control.
 HZ1060
 HZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1060.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1060
 HZ1060_MARKER: DB = BENCH MARK DISK
 HZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1060_STAMPING: D 321 1965
 HZ1060_MARK LOGO: CGS
 HZ1060_PROJECTION: PROJECTING
 HZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1060+STABILITY: SURFACE MOTION
 HZ1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1060+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2012
 HZ1060
 HZ1060  HISTORY     - Date     Condition        Report By
 HZ1060  HISTORY     - 1965     MONUMENTED       CGS
 HZ1060  HISTORY     - 20101122 GOOD             JCLS
 HZ1060  HISTORY     - 20120706 GOOD             FAMM
 HZ1060  HISTORY     - 20120707 GOOD             FAMM
 HZ1060
 HZ1060                          STATION DESCRIPTION
 HZ1060
 HZ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1060'5.2 MI NW FROM MADISON.
 HZ1060'4.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1060'AT MADISON, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 107, AT
 HZ1060'THE INTERSECTION OF THE HIGHWAY AND ROAD 100 N LEADING WEST AND
 HZ1060'MEADOW LANE LEADING EAST, IN SECTION 30, T 4 N, R 10 E, 48
 HZ1060'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 181 FEET SOUTH OF
 HZ1060'THE CENTER LINE OF THE EAST-WEST ROAD, 2 1/2 FEET SOUTH OF A
 HZ1060'TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 HZ1060'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1060'PROJECTING 3 INCHES.
 HZ1060
 HZ1060                          STATION RECOVERY (2010)
 HZ1060
 HZ1060'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HZ1060'RECOVERED IN GOOD CONDITION.
 HZ1060
 HZ1060                          STATION RECOVERY (2012)
 HZ1060
 HZ1060'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 HZ1060'RECOVERED IN GOOD CONDITION.
 HZ1060
 HZ1060                          STATION RECOVERY (2012)
 HZ1060
 HZ1060'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 HZ1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1616 ***********************************************************************
 HZ1616  DESIGNATION -  D 322
 HZ1616  PID         -  HZ1616
 HZ1616  STATE/COUNTY-  IN/CLARK
 HZ1616  COUNTRY     -  US
 HZ1616  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1616
 HZ1616                         *CURRENT SURVEY CONTROL
 HZ1616  ______________________________________________________________________
 HZ1616* NAD 83(1986) POSITION- 38 25 40.     (N) 085 38 49.     (W)   SCALED
 HZ1616* NAVD 88 ORTHO HEIGHT -   191.107 (meters)      626.99  (feet) ADJUSTED
 HZ1616  ______________________________________________________________________
 HZ1616  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 HZ1616  DYNAMIC HEIGHT  -        190.980 (meters)      626.57  (feet) COMP
 HZ1616  MODELED GRAVITY -    979,961.1   (mgal)                       NAVD 88
 HZ1616
 HZ1616  VERT ORDER      -  FIRST     CLASS II
 HZ1616
 HZ1616.The horizontal coordinates were scaled from a map and have
 HZ1616.an estimated accuracy of +/- 6 seconds.
 HZ1616
 HZ1616.The orthometric height was determined by differential leveling and
 HZ1616.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1616.in June 1991.
 HZ1616
 HZ1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1616.GEOID18 height accuracy estimate available here.
 HZ1616
 HZ1616.Click photographs - Photos may exist for this station.
 HZ1616
 HZ1616.The dynamic height is computed by dividing the NAVD 88
 HZ1616.geopotential number by the normal gravity value computed on the
 HZ1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1616.degrees latitude (g = 980.6199 gals.).
 HZ1616
 HZ1616.The modeled gravity was interpolated from observed gravity values.
 HZ1616
 HZ1616;                    North         East    Units  Estimated Accuracy
 HZ1616;SPC IN E     -   352,980.      101,720.      MT  (+/- 180 meters Scaled)
 HZ1616
 HZ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH181541(NAD 83)
 HZ1616
 HZ1616                          SUPERSEDED SURVEY CONTROL
 HZ1616
 HZ1616  NGVD 29 (??/??/92)  191.264  (m)          627.51   (f) ADJ UNCH    1 2
 HZ1616
 HZ1616.Superseded values are not recommended for survey control.
 HZ1616
 HZ1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1616.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1616
 HZ1616_MARKER: DB = BENCH MARK DISK
 HZ1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1616_STAMPING: D 322 1965
 HZ1616_MARK LOGO: CGS
 HZ1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1616+STABILITY: SURFACE MOTION
 HZ1616
 HZ1616  HISTORY     - Date     Condition        Report By
 HZ1616  HISTORY     - 1965     MONUMENTED       CGS
 HZ1616
 HZ1616                          STATION DESCRIPTION
 HZ1616
 HZ1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1616'1 MI SE FROM CHARLESTOWN.
 HZ1616'ABOUT 1 MILE SOUTHEAST ALONG NORTH PATROL ROAD FROM THE JUNCTION
 HZ1616'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, ON THE U.S. MILITARY
 HZ1616'RESERVATION, INDIANA ARSENAL, 40 FEET NORTHEAST OF THE CENTER
 HZ1616'LINE OF THE ROAD, 7 1/2 FEET NORTHEAST OF A POWER POLE, 1 1/2
 HZ1616'FEET SOUTHWEST OF A CHAIN-LINK FENCE, 1.3 FEET SOUTHEAST OF A
 HZ1616'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HZ1616'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0446 ***********************************************************************
 JA0446  DESIGNATION -  D 324
 JA0446  PID         -  JA0446
 JA0446  STATE/COUNTY-  IN/HARRISON
 JA0446  COUNTRY     -  US
 JA0446  USGS QUAD   -  LACONIA (2019)
 JA0446
 JA0446                         *CURRENT SURVEY CONTROL
 JA0446  ______________________________________________________________________
 JA0446* NAD 83(1986) POSITION- 38 01 24.     (N) 086 03 11.     (W)   SCALED
 JA0446* NAVD 88 ORTHO HEIGHT -   220.498 (meters)      723.42  (feet) ADJUSTED
 JA0446  ______________________________________________________________________
 JA0446  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 JA0446  DYNAMIC HEIGHT  -        220.341 (meters)      722.90  (feet) COMP
 JA0446  MODELED GRAVITY -    979,914.0   (mgal)                       NAVD 88
 JA0446
 JA0446  VERT ORDER      -  FIRST     CLASS II
 JA0446
 JA0446.The horizontal coordinates were scaled from a map and have
 JA0446.an estimated accuracy of +/- 6 seconds.
 JA0446
 JA0446.The orthometric height was determined by differential leveling and
 JA0446.adjusted by the NATIONAL GEODETIC SURVEY
 JA0446.in June 1991.
 JA0446
 JA0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0446.GEOID18 height accuracy estimate available here.
 JA0446
 JA0446.Click photographs - Photos may exist for this station.
 JA0446
 JA0446.The dynamic height is computed by dividing the NAVD 88
 JA0446.geopotential number by the normal gravity value computed on the
 JA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0446.degrees latitude (g = 980.6199 gals.).
 JA0446
 JA0446.The modeled gravity was interpolated from observed gravity values.
 JA0446
 JA0446;                    North         East    Units  Estimated Accuracy
 JA0446;SPC IN E     -   308,150.       66,070.      MT  (+/- 180 meters Scaled)
 JA0446
 JA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH831088(NAD 83)
 JA0446
 JA0446                          SUPERSEDED SURVEY CONTROL
 JA0446
 JA0446  NGVD 29 (??/??/92)  220.618  (m)          723.81   (f) ADJ UNCH    1 2
 JA0446
 JA0446.Superseded values are not recommended for survey control.
 JA0446
 JA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0446.See file dsdata.pdf to determine how the superseded data were derived.
 JA0446
 JA0446_MARKER: DB = BENCH MARK DISK
 JA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0446_STAMPING: D 324 1965
 JA0446_MARK LOGO: CGS
 JA0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0446+STABILITY: SURFACE MOTION
 JA0446
 JA0446  HISTORY     - Date     Condition        Report By
 JA0446  HISTORY     - 1965     MONUMENTED       CGS
 JA0446
 JA0446                          STATION DESCRIPTION
 JA0446
 JA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0446'2.2 MI SE FROM LACONIA.
 JA0446'1.65 MILES EAST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT
 JA0446'LACONIA, THENCE 0.6 MILE SOUTH ALONG A PAVED ROAD, OR ABOUT 0.15
 JA0446'MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0446'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE
 JA0446'HIGHWAY 111, THENCE 2.45 MILES NORTHWEST ALONG A GRAVELED ROAD,
 JA0446'THENCE 1.0 MILE WEST AND SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JA0446'1.0 MILE NORTH ALONG A PAVED ROAD, IN SECTION 3, T 6 S, R 4 E,
 JA0446'ABOUT 0.1 MILE SOUTH OF A ROAD INTERSECTION, ON THE PROPERTY OF
 JA0446'MR. CLAUDE CUSLER, 31 1/2 FEET EAST OF THE CENTER LINE OF THE
 JA0446'ROAD, 112 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CUSLER
 JA0446'HOME, 42 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 JA0446'SOUTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 JA0446'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0446'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1109 ***********************************************************************
 HA1109  DESIGNATION -  D 325
 HA1109  PID         -  HA1109
 HA1109  STATE/COUNTY-  IN/VANDERBURGH
 HA1109  COUNTRY     -  US
 HA1109  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1109
 HA1109                         *CURRENT SURVEY CONTROL
 HA1109  ______________________________________________________________________
 HA1109* NAD 83(1986) POSITION- 37 58 41.7    (N) 087 36 35.4    (W)   HD_HELD2
 HA1109* NAVD 88 ORTHO HEIGHT -   137.068 (meters)      449.70  (feet) ADJUSTED
 HA1109  ______________________________________________________________________
 HA1109  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 HA1109  DYNAMIC HEIGHT  -        136.974 (meters)      449.39  (feet) COMP
 HA1109  MODELED GRAVITY -    979,935.5   (mgal)                       NAVD 88
 HA1109
 HA1109  VERT ORDER      -  FIRST     CLASS II
 HA1109
 HA1109.The horizontal coordinates were established by autonomous hand held GPS
 HA1109.observations and have an estimated accuracy of +/- 10 meters.
 HA1109
 HA1109.The orthometric height was determined by differential leveling and
 HA1109.adjusted by the NATIONAL GEODETIC SURVEY
 HA1109.in June 1991.
 HA1109
 HA1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1109.GEOID18 height accuracy estimate available here.
 HA1109
 HA1109.Click photographs - Photos may exist for this station.
 HA1109
 HA1109.The dynamic height is computed by dividing the NAVD 88
 HA1109.geopotential number by the normal gravity value computed on the
 HA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1109.degrees latitude (g = 980.6199 gals.).
 HA1109
 HA1109.The modeled gravity was interpolated from observed gravity values.
 HA1109
 HA1109;                    North         East    Units  Estimated Accuracy
 HA1109;SPC IN W     -   303,211.      853,744.      MT  (+/- 10 meters HH2 GPS)
 HA1109
 HA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4644203577(NAD 83)
 HA1109
 HA1109                          SUPERSEDED SURVEY CONTROL
 HA1109
 HA1109  NGVD 29 (??/??/92)  137.163  (m)          450.01   (f) ADJ UNCH    1 2
 HA1109
 HA1109.Superseded values are not recommended for survey control.
 HA1109
 HA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1109.See file dsdata.pdf to determine how the superseded data were derived.
 HA1109
 HA1109_MARKER: DB = BENCH MARK DISK
 HA1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA1109_SP_SET: OVERPASS
 HA1109_STAMPING: D 325 1965
 HA1109_MARK LOGO: CGS
 HA1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1109
 HA1109  HISTORY     - Date     Condition        Report By
 HA1109  HISTORY     - 1965     MONUMENTED       CGS
 HA1109  HISTORY     - 1987     GOOD             USPSQD
 HA1109  HISTORY     - 19981107 GOOD             USPSQD
 HA1109
 HA1109                          STATION DESCRIPTION
 HA1109
 HA1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1109'2.4 MI W FROM EVANSVILLE.
 HA1109'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1109'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1109'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1109'1.6 MILE WEST ALONG PENNSYLVANIA AVENUE, IN SECTION 26, T 6 S,
 HA1109'R 11 W, AT THE TOP AND NORTH END OF THE BARKER AVENUE OVERPASS
 HA1109'OVER PENNSYLVANIA AVENUE, SET IN THE TOP OF THE WEST SIDE OF A
 HA1109'CONCRETE WALKWAY OVER AN ABUTMENT, ABOUT 80 YARDS SOUTHWEST OF
 HA1109'A TALL WATER TANK, 108 FEET SOUTH OF THE CENTER LINE OF IGLEHEART
 HA1109'AVENUE, 28 1/2 FEET WEST OF THE CENTER LINE OF BARKER AVENUE, 6
 HA1109'INCHES EAST OF THE SOUTHEAST CORNER OF A CONCRETE PILLAR AT THE
 HA1109'NORTH END OF THE WEST GUARD RAILING, ABOUT 1 FOOT ABOVE THE LEVEL
 HA1109'OF BARKER AVENUE.
 HA1109
 HA1109                          STATION RECOVERY (1987)
 HA1109
 HA1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1109'RECOVERED IN GOOD CONDITION.
 HA1109
 HA1109                          STATION RECOVERY (1998)
 HA1109
 HA1109'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0708 ***********************************************************************
 HA0708  DESIGNATION -  D 326
 HA0708  PID         -  HA0708
 HA0708  STATE/COUNTY-  IN/VANDERBURGH
 HA0708  COUNTRY     -  US
 HA0708  USGS QUAD   -  NEWBURGH (2019)
 HA0708
 HA0708                         *CURRENT SURVEY CONTROL
 HA0708  ______________________________________________________________________
 HA0708* NAD 83(1986) POSITION- 37 56 49.19   (N) 087 27 32.27   (W)   HD_HELD1
 HA0708* NAVD 88 ORTHO HEIGHT -   117.173 (meters)      384.43  (feet) ADJUSTED
 HA0708  ______________________________________________________________________
 HA0708  GEOID HEIGHT    -        -31.046 (meters)                     GEOID18
 HA0708  DYNAMIC HEIGHT  -        117.093 (meters)      384.16  (feet) COMP
 HA0708  MODELED GRAVITY -    979,943.2   (mgal)                       NAVD 88
 HA0708
 HA0708  VERT ORDER      -  FIRST     CLASS II
 HA0708
 HA0708.The horizontal coordinates were determined by differentially corrected
 HA0708.hand held GPS observations or other comparable positioning techniques
 HA0708.and have an estimated accuracy of +/- 3 meters.
 HA0708
 HA0708.The orthometric height was determined by differential leveling and
 HA0708.adjusted by the NATIONAL GEODETIC SURVEY
 HA0708.in June 1991.
 HA0708
 HA0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0708.GEOID18 height accuracy estimate available here.
 HA0708
 HA0708.Click photographs - Photos may exist for this station.
 HA0708
 HA0708.The dynamic height is computed by dividing the NAVD 88
 HA0708.geopotential number by the normal gravity value computed on the
 HA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0708.degrees latitude (g = 980.6199 gals.).
 HA0708
 HA0708.The modeled gravity was interpolated from observed gravity values.
 HA0708
 HA0708;                    North         East    Units  Estimated Accuracy
 HA0708;SPC IN W     -   299,677.7     866,984.8     MT  (+/- 3 meters HH1 GPS) 
 HA0708
 HA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5967500033(NAD 83)
 HA0708
 HA0708                          SUPERSEDED SURVEY CONTROL
 HA0708
 HA0708  NGVD 29 (??/??/92)  117.263  (m)          384.72   (f) ADJ UNCH    1 2
 HA0708
 HA0708.Superseded values are not recommended for survey control.
 HA0708
 HA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0708.See file dsdata.pdf to determine how the superseded data were derived.
 HA0708
 HA0708_MARKER: DB = BENCH MARK DISK
 HA0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0708_SP_SET: CULVERT HEADWALL
 HA0708_STAMPING: D 326 1965
 HA0708_MARK LOGO: CGS
 HA0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0708+STABILITY: SURFACE MOTION
 HA0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0708+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2022
 HA0708
 HA0708  HISTORY     - Date     Condition        Report By
 HA0708  HISTORY     - 1965     MONUMENTED       CGS
 HA0708  HISTORY     - 19981107 GOOD             USPSQD
 HA0708  HISTORY     - 20220517 GOOD             LNDMRK
 HA0708
 HA0708                          STATION DESCRIPTION
 HA0708
 HA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0708'3.8 MI W FROM NEWBURGH.
 HA0708'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0708'DAM NUMBER 47 AT NEWBURGH, THENCE 0.5 MILE SOUTH ALONG STACER
 HA0708'ROAD, THENCE 0.65 MILE WEST ALONG POLLACK AVENUE, IN THE NORTH
 HA0708'SIDE OF SECTION 6, T 7 S, R 9 W, ABOUT 0.45 MILE WEST OF THE
 HA0708'VANDERBURGH-WARRICK COUNTY LINE, ABOUT 400 FEET SOUTHWEST OF AND
 HA0708'ACROSS THE AVENUE FROM A TWO-STORIED FARMHOUSE BELONGING TO RAY
 HA0708'GELHAUSEN, 280 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, SET
 HA0708'IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A
 HA0708'CULVERT UNDER A LEVEE, 66 FEET SOUTH OF A LONE CEDAR TREE ALONG
 HA0708'A DRAINAGE DITCH, 22 FEET NORTHWEST OF THE CENTER LINE OF A
 HA0708'LEVEE, AND ABOUT 5 FEET BELOW THE LEVEL OF POLLACK AVENUE.
 HA0708
 HA0708                          STATION RECOVERY (1998)
 HA0708
 HA0708'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA0708'RECOVERED IN GOOD CONDITION.
 HA0708
 HA0708                          STATION RECOVERY (2022)
 HA0708
 HA0708'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2022 (DH)
 HA0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0507 ***********************************************************************
 JA0507  DESIGNATION -  D 327
 JA0507  PID         -  JA0507
 JA0507  STATE/COUNTY-  IN/PERRY
 JA0507  COUNTRY     -  US
 JA0507  USGS QUAD   -  BEECHWOOD (2019)
 JA0507
 JA0507                         *CURRENT SURVEY CONTROL
 JA0507  ______________________________________________________________________
 JA0507* NAD 83(1986) POSITION- 38 11 42.     (N) 086 28 50.     (W)   SCALED
 JA0507* NAVD 88 ORTHO HEIGHT -   198.506 (meters)      651.27  (feet) ADJUSTED
 JA0507  ______________________________________________________________________
 JA0507  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 JA0507  DYNAMIC HEIGHT  -        198.365 (meters)      650.80  (feet) COMP
 JA0507  MODELED GRAVITY -    979,913.5   (mgal)                       NAVD 88
 JA0507
 JA0507  VERT ORDER      -  FIRST     CLASS II
 JA0507
 JA0507.The horizontal coordinates were scaled from a map and have
 JA0507.an estimated accuracy of +/- 6 seconds.
 JA0507
 JA0507.The orthometric height was determined by differential leveling and
 JA0507.adjusted by the NATIONAL GEODETIC SURVEY
 JA0507.in June 1991.
 JA0507
 JA0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0507.GEOID18 height accuracy estimate available here.
 JA0507
 JA0507.Click photographs - Photos may exist for this station.
 JA0507
 JA0507.The dynamic height is computed by dividing the NAVD 88
 JA0507.geopotential number by the normal gravity value computed on the
 JA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0507.degrees latitude (g = 980.6199 gals.).
 JA0507
 JA0507.The modeled gravity was interpolated from observed gravity values.
 JA0507
 JA0507;                    North         East    Units  Estimated Accuracy
 JA0507;SPC IN W     -   327,310.      952,800.      MT  (+/- 180 meters Scaled)
 JA0507
 JA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH454275(NAD 83)
 JA0507
 JA0507                          SUPERSEDED SURVEY CONTROL
 JA0507
 JA0507  NGVD 29 (??/??/92)  198.608  (m)          651.60   (f) ADJ UNCH    1 2
 JA0507
 JA0507.Superseded values are not recommended for survey control.
 JA0507
 JA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0507.See file dsdata.pdf to determine how the superseded data were derived.
 JA0507
 JA0507_MARKER: DB = BENCH MARK DISK
 JA0507_SETTING: 66 = SET IN ROCK OUTCROP
 JA0507_SP_SET: CULVERT
 JA0507_STAMPING: D 327 1965
 JA0507_MARK LOGO: CGS
 JA0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0507+STABILITY: POSITION/ELEVATION WELL
 JA0507
 JA0507  HISTORY     - Date     Condition        Report By
 JA0507  HISTORY     - 1965     MONUMENTED       CGS
 JA0507
 JA0507                          STATION DESCRIPTION
 JA0507
 JA0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0507'2.6 MI S FROM SULPHUR.
 JA0507'2.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0507'SULPHUR, IN SECTION 2, T 4 S, R 1 W, 0.1 MILE NORTH OF THE
 JA0507'CREST OF A HILL, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0507'SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND,
 JA0507'9 FEET WEST OF A FENCE, 28 FEET SOUTHEAST OF THE EAST END OF A
 JA0507'16-INCH CULVERT, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JA0507'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0539 ***********************************************************************
 JA0539  DESIGNATION -  D 328
 JA0539  PID         -  JA0539
 JA0539  STATE/COUNTY-  IN/CRAWFORD
 JA0539  COUNTRY     -  US
 JA0539  USGS QUAD   -  BIRDSEYE (2019)
 JA0539
 JA0539                         *CURRENT SURVEY CONTROL
 JA0539  ______________________________________________________________________
 JA0539* NAD 83(1986) POSITION- 38 19 38.     (N) 086 38 16.     (W)   SCALED
 JA0539* NAVD 88 ORTHO HEIGHT -   231.520 (meters)      759.58  (feet) ADJUSTED
 JA0539  ______________________________________________________________________
 JA0539  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JA0539  DYNAMIC HEIGHT  -        231.360 (meters)      759.05  (feet) COMP
 JA0539  MODELED GRAVITY -    979,933.8   (mgal)                       NAVD 88
 JA0539
 JA0539  VERT ORDER      -  FIRST     CLASS II
 JA0539
 JA0539.The horizontal coordinates were scaled from a map and have
 JA0539.an estimated accuracy of +/- 6 seconds.
 JA0539
 JA0539.The orthometric height was determined by differential leveling and
 JA0539.adjusted by the NATIONAL GEODETIC SURVEY
 JA0539.in June 1991.
 JA0539
 JA0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0539.GEOID18 height accuracy estimate available here.
 JA0539
 JA0539.Click photographs - Photos may exist for this station.
 JA0539
 JA0539.The dynamic height is computed by dividing the NAVD 88
 JA0539.geopotential number by the normal gravity value computed on the
 JA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0539.degrees latitude (g = 980.6199 gals.).
 JA0539
 JA0539.The modeled gravity was interpolated from observed gravity values.
 JA0539
 JA0539;                    North         East    Units  Estimated Accuracy
 JA0539;SPC IN W     -   341,910.      938,960.      MT  (+/- 180 meters Scaled)
 JA0539
 JA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH316421(NAD 83)
 JA0539
 JA0539                          SUPERSEDED SURVEY CONTROL
 JA0539
 JA0539  NGVD 29 (??/??/92)  231.628  (m)          759.93   (f) ADJ UNCH    1 2
 JA0539
 JA0539.Superseded values are not recommended for survey control.
 JA0539
 JA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0539.See file dsdata.pdf to determine how the superseded data were derived.
 JA0539
 JA0539_MARKER: DB = BENCH MARK DISK
 JA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0539_STAMPING: D 328 1965
 JA0539_MARK LOGO: CGS
 JA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0539+STABILITY: SURFACE MOTION
 JA0539
 JA0539  HISTORY     - Date     Condition        Report By
 JA0539  HISTORY     - 1965     MONUMENTED       CGS
 JA0539
 JA0539                          STATION DESCRIPTION
 JA0539
 JA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0539'2.9 MI W FROM ECKERTY.
 JA0539'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0539'OFFICE AT ECKERTY, THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED
 JA0539'ROAD, THENCE 1.25 MILES WEST ALONG STATE HIGHWAY 64, THENCE 0.45
 JA0539'MILE SOUTH ALONG A PRIVATE ROAD, IN SECTION 21, T 2 S, R 2 W,
 JA0539'ABOUT 0.1 MILE WEST OF A BRIDGE ON THE SOUTHERN RAILWAY, 34
 JA0539'FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN RAILWAY, 32 FEET
 JA0539'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET NORTH
 JA0539'OF A FENCE, 2.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JA0539'ABOVE THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE
 JA0539'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0744 ***********************************************************************
 HA0744  DESIGNATION -  D 329
 HA0744  PID         -  HA0744
 HA0744  STATE/COUNTY-  IN/SPENCER
 HA0744  COUNTRY     -  US
 HA0744  USGS QUAD   -  ROCKPORT (2019)
 HA0744
 HA0744                         *CURRENT SURVEY CONTROL
 HA0744  ______________________________________________________________________
 HA0744* NAD 83(1986) POSITION- 37 53 36.     (N) 087 03 44.     (W)   SCALED
 HA0744* NAVD 88 ORTHO HEIGHT -   118.222 (meters)      387.87  (feet) ADJUSTED
 HA0744  ______________________________________________________________________
 HA0744  GEOID HEIGHT    -        -31.154 (meters)                     GEOID18
 HA0744  DYNAMIC HEIGHT  -        118.142 (meters)      387.60  (feet) COMP
 HA0744  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 HA0744
 HA0744  VERT ORDER      -  FIRST     CLASS II
 HA0744
 HA0744.The horizontal coordinates were scaled from a map and have
 HA0744.an estimated accuracy of +/- 6 seconds.
 HA0744
 HA0744.The orthometric height was determined by differential leveling and
 HA0744.adjusted by the NATIONAL GEODETIC SURVEY
 HA0744.in June 1991.
 HA0744
 HA0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0744.GEOID18 height accuracy estimate available here.
 HA0744
 HA0744.Click photographs - Photos may exist for this station.
 HA0744
 HA0744.The dynamic height is computed by dividing the NAVD 88
 HA0744.geopotential number by the normal gravity value computed on the
 HA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0744.degrees latitude (g = 980.6199 gals.).
 HA0744
 HA0744.The modeled gravity was interpolated from observed gravity values.
 HA0744
 HA0744;                    North         East    Units  Estimated Accuracy
 HA0744;SPC IN W     -   293,660.      901,860.      MT  (+/- 180 meters Scaled)
 HA0744
 HA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG945939(NAD 83)
 HA0744
 HA0744                          SUPERSEDED SURVEY CONTROL
 HA0744
 HA0744  NGVD 29 (??/??/92)  118.321  (m)          388.19   (f) ADJ UNCH    1 2
 HA0744
 HA0744.Superseded values are not recommended for survey control.
 HA0744
 HA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0744.See file dsdata.pdf to determine how the superseded data were derived.
 HA0744
 HA0744_MARKER: DB = BENCH MARK DISK
 HA0744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0744_SP_SET: CULVERT HEADWALL
 HA0744_STAMPING: D 329 1965
 HA0744_MARK LOGO: CGS
 HA0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0744+STABILITY: SURFACE MOTION
 HA0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0744+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2010
 HA0744
 HA0744  HISTORY     - Date     Condition        Report By
 HA0744  HISTORY     - 1965     MONUMENTED       CGS
 HA0744  HISTORY     - 20101118 GOOD             GEOCAC
 HA0744
 HA0744                          STATION DESCRIPTION
 HA0744
 HA0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0744'1.2 MI W FROM ROCKPORT.
 HA0744'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0744'AT ROCKPORT, THENCE 0.7 MILE WEST ALONG STATE HIGHWAY 66 AND U.S.
 HA0744'HIGHWAY 231, IN SECTION 22, T 7 S, R 6 W, 0.1 MILE WEST OF A
 HA0744'CHRYSLER AND PLYMOUTH GARAGE, 24 FEET SOUTH OF THE CENTER LINE
 HA0744'OF THE HIGHWAY, 194 FEET EAST OF THE CENTER LINE OF A PRIVATE
 HA0744'DRIVE LEADING SOUTH TO THE ED BURGDORF JR. FARM, SET IN THE TOP
 HA0744'OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 HA0744'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HA0744
 HA0744                          STATION RECOVERY (2010)
 HA0744
 HA0744'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0744'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0519 ***********************************************************************
 HA0519  DESIGNATION -  D 330
 HA0519  PID         -  HA0519
 HA0519  STATE/COUNTY-  IN/PERRY
 HA0519  COUNTRY     -  US
 HA0519  USGS QUAD   -  CANNELTON (2019)
 HA0519
 HA0519                         *CURRENT SURVEY CONTROL
 HA0519  ______________________________________________________________________
 HA0519* NAD 83(1986) POSITION- 37 54 37.2    (N) 086 41 26.1    (W)   HD_HELD2
 HA0519* NAVD 88 ORTHO HEIGHT -   120.542 (meters)      395.48  (feet) ADJUSTED
 HA0519  ______________________________________________________________________
 HA0519  GEOID HEIGHT    -        -32.004 (meters)                     GEOID18
 HA0519  DYNAMIC HEIGHT  -        120.457 (meters)      395.20  (feet) COMP
 HA0519  MODELED GRAVITY -    979,918.9   (mgal)                       NAVD 88
 HA0519
 HA0519  VERT ORDER      -  FIRST     CLASS II
 HA0519
 HA0519.The horizontal coordinates were established by autonomous hand held GPS
 HA0519.observations and have an estimated accuracy of +/- 10 meters.
 HA0519
 HA0519.The orthometric height was determined by differential leveling and
 HA0519.adjusted by the NATIONAL GEODETIC SURVEY
 HA0519.in June 1991.
 HA0519
 HA0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0519.GEOID18 height accuracy estimate available here.
 HA0519
 HA0519.Click photographs - Photos may exist for this station.
 HA0519
 HA0519.The dynamic height is computed by dividing the NAVD 88
 HA0519.geopotential number by the normal gravity value computed on the
 HA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0519.degrees latitude (g = 980.6199 gals.).
 HA0519
 HA0519.The modeled gravity was interpolated from observed gravity values.
 HA0519
 HA0519;                    North         East    Units  Estimated Accuracy
 HA0519;SPC IN W     -   295,614.      934,537.      MT  (+/- 10 meters HH2 GPS)
 HA0519
 HA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2719995911(NAD 83)
 HA0519
 HA0519                          SUPERSEDED SURVEY CONTROL
 HA0519
 HA0519  NGVD 29 (??/??/92)  120.648  (m)          395.83   (f) ADJ UNCH    1 2
 HA0519
 HA0519.Superseded values are not recommended for survey control.
 HA0519
 HA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0519.See file dsdata.pdf to determine how the superseded data were derived.
 HA0519
 HA0519_MARKER: DB = BENCH MARK DISK
 HA0519_SETTING: 66 = SET IN ROCK OUTCROP
 HA0519_STAMPING: D 330 1965
 HA0519_MARK LOGO: CGS
 HA0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0519+STABILITY: POSITION/ELEVATION WELL
 HA0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0519+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 HA0519
 HA0519  HISTORY     - Date     Condition        Report By
 HA0519  HISTORY     - 1965     MONUMENTED       CGS
 HA0519  HISTORY     - 20110520 GOOD             GEOCAC
 HA0519  HISTORY     - 20230822 GOOD             INDOT
 HA0519
 HA0519                          STATION DESCRIPTION
 HA0519
 HA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0519'3.8 MI E FROM CANNELTON.
 HA0519'ABOUT 3.85 MILES EAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0519'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 13, T 7 S, R 3 W,
 HA0519'0.2 MILE EAST OF A GIRL SCOUT CAMP, AT THE HISTORIC SITE OF
 HA0519'LAFAYETTE SPRINGS, 26 FEET NORTH OF THE CENTER LINE OF THE
 HA0519'HIGHWAY, SET IN THE TOP OF THE NORTH END OF A 4 FOOT BY 10 FOOT
 HA0519'SANDSTONE OUTCROP, 52 FEET SOUTHWEST OF A BRASS PLAQUE IN THE
 HA0519'SOUTH FACE OF A SANDSTONE CLIFF, 5 FEET NORTH OF A POST
 HA0519'SUPPORTING THE LAFAYETTE SIGN BOARD, ABOUT 3 FEET ABOVE THE
 HA0519'LEVEL OF THE GROUND.
 HA0519
 HA0519                          STATION RECOVERY (2011)
 HA0519
 HA0519'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0519'MARK FOUND AS DESCRIBED IN GOOD CONDITION
 HA0519
 HA0519                          STATION RECOVERY (2023)
 HA0519
 HA0519'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1144 ***********************************************************************
 JA1144  DESIGNATION -  D 331
 JA1144  PID         -  JA1144
 JA1144  STATE/COUNTY-  IN/GIBSON
 JA1144  COUNTRY     -  US
 JA1144  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1144
 JA1144                         *CURRENT SURVEY CONTROL
 JA1144  ______________________________________________________________________
 JA1144* NAD 83(1986) POSITION- 38 22 30.     (N) 087 40 07.     (W)   SCALED
 JA1144* NAVD 88 ORTHO HEIGHT -   120.618 (meters)      395.73  (feet) ADJUSTED
 JA1144  ______________________________________________________________________
 JA1144  GEOID HEIGHT    -        -31.375 (meters)                     GEOID18
 JA1144  DYNAMIC HEIGHT  -        120.540 (meters)      395.47  (feet) COMP
 JA1144  MODELED GRAVITY -    979,978.0   (mgal)                       NAVD 88
 JA1144
 JA1144  VERT ORDER      -  FIRST     CLASS II
 JA1144
 JA1144.The horizontal coordinates were scaled from a map and have
 JA1144.an estimated accuracy of +/- 6 seconds.
 JA1144
 JA1144.The orthometric height was determined by differential leveling and
 JA1144.adjusted by the NATIONAL GEODETIC SURVEY
 JA1144.in June 1991.
 JA1144
 JA1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1144.GEOID18 height accuracy estimate available here.
 JA1144
 JA1144.Click photographs - Photos may exist for this station.
 JA1144
 JA1144.The dynamic height is computed by dividing the NAVD 88
 JA1144.geopotential number by the normal gravity value computed on the
 JA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1144.degrees latitude (g = 980.6199 gals.).
 JA1144
 JA1144.The modeled gravity was interpolated from observed gravity values.
 JA1144
 JA1144;                    North         East    Units  Estimated Accuracy
 JA1144;SPC IN W     -   347,280.      848,860.      MT  (+/- 180 meters Scaled)
 JA1144
 JA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH415476(NAD 83)
 JA1144
 JA1144                          SUPERSEDED SURVEY CONTROL
 JA1144
 JA1144  NGVD 29 (??/??/92)  120.754  (m)          396.17   (f) ADJ UNCH    1 2
 JA1144
 JA1144.Superseded values are not recommended for survey control.
 JA1144
 JA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1144.See file dsdata.pdf to determine how the superseded data were derived.
 JA1144
 JA1144_MARKER: DB = BENCH MARK DISK
 JA1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1144_STAMPING: D 331 1965
 JA1144_MARK LOGO: CGS
 JA1144_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1144
 JA1144  HISTORY     - Date     Condition        Report By
 JA1144  HISTORY     - 1965     MONUMENTED       CGS
 JA1144
 JA1144                          STATION DESCRIPTION
 JA1144
 JA1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1144'4.8 MI E FROM MT CARMEL.
 JA1144'ABOUT 0.2 MILE NORTH ALONG A GRAVELED ROAD FROM STATE HIGHWAY 64
 JA1144'HIGHWAY BRIDGE OVER THE WABASH RIVER AT MT. CARMEL, ILLINOIS,
 JA1144'THENCE 4.6 MILES EAST ALONG THE SOUTHERN RAILWAY, OR 0.35 MILE
 JA1144'WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE AT
 JA1144'PRINCETON TO THE CHICAGO AND EASTERN RAILROAD STATION, THENCE
 JA1144'5.55 MILES WEST ALONG THE SOUTHERN RAILWAY, IN SECTION 5, T 2 S,
 JA1144'R 11 W, 4 1/2 TELEPHONE POLES EAST OF MILEPOST 156, IN LINE WITH
 JA1144'A ROW OF TELEPHONE POLES, 8 RAILS WEST OF A RAILROAD TRESTLE,
 JA1144'21 FEET WEST OF TELEPHONE POLE NUMBER 156/5, 20 FEET NORTH OF
 JA1144'THE NORTH RAIL, 16 FEET SOUTH OF A 16-INCH OAK TREE, 1.3 FEET
 JA1144'EAST OF A METAL WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF
 JA1144'THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 JA1144'12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1024 ***********************************************************************
 JA1024  DESIGNATION -  D 332
 JA1024  PID         -  JA1024
 JA1024  STATE/COUNTY-  IN/GIBSON
 JA1024  COUNTRY     -  US
 JA1024  USGS QUAD   -  OAKLAND CITY (2019)
 JA1024
 JA1024                         *CURRENT SURVEY CONTROL
 JA1024  ______________________________________________________________________
 JA1024* NAD 83(1986) POSITION- 38 19 59.     (N) 087 22 17.     (W)   SCALED
 JA1024* NAVD 88 ORTHO HEIGHT -   133.240 (meters)      437.14  (feet) ADJUSTED
 JA1024  ______________________________________________________________________
 JA1024  GEOID HEIGHT    -        -31.728 (meters)                     GEOID18
 JA1024  DYNAMIC HEIGHT  -        133.151 (meters)      436.85  (feet) COMP
 JA1024  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 JA1024
 JA1024  VERT ORDER      -  FIRST     CLASS II
 JA1024
 JA1024.The horizontal coordinates were scaled from a map and have
 JA1024.an estimated accuracy of +/- 6 seconds.
 JA1024
 JA1024.The orthometric height was determined by differential leveling and
 JA1024.adjusted by the NATIONAL GEODETIC SURVEY
 JA1024.in June 1991.
 JA1024
 JA1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1024.GEOID18 height accuracy estimate available here.
 JA1024
 JA1024.Click photographs - Photos may exist for this station.
 JA1024
 JA1024.The dynamic height is computed by dividing the NAVD 88
 JA1024.geopotential number by the normal gravity value computed on the
 JA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1024.degrees latitude (g = 980.6199 gals.).
 JA1024
 JA1024.The modeled gravity was interpolated from observed gravity values.
 JA1024
 JA1024;                    North         East    Units  Estimated Accuracy
 JA1024;SPC IN W     -   342,500.      874,820.      MT  (+/- 180 meters Scaled)
 JA1024
 JA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH675428(NAD 83)
 JA1024
 JA1024                          SUPERSEDED SURVEY CONTROL
 JA1024
 JA1024  NGVD 29 (??/??/92)  133.379  (m)          437.59   (f) ADJ UNCH    1 2
 JA1024
 JA1024.Superseded values are not recommended for survey control.
 JA1024
 JA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1024.See file dsdata.pdf to determine how the superseded data were derived.
 JA1024
 JA1024_MARKER: DB = BENCH MARK DISK
 JA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1024_STAMPING: D 332 1965
 JA1024_MARK LOGO: CGS
 JA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1024+STABILITY: SURFACE MOTION
 JA1024
 JA1024  HISTORY     - Date     Condition        Report By
 JA1024  HISTORY     - 1965     MONUMENTED       CGS
 JA1024  HISTORY     - 1985     GOOD             NGS
 JA1024  HISTORY     - 1991     GOOD             USPSQD
 JA1024
 JA1024                          STATION DESCRIPTION
 JA1024
 JA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1024'1.5 MI W FROM OAKLAND CITY.
 JA1024'ABOUT 1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1024'AT OAKLAND CITY, IN SECTION 14, T 2 S, R 9 W, 34 FEET NORTHWEST
 JA1024'OF THE CENTER OF A CROSSING OF THE RAILROAD AND PAVED ROAD
 JA1024'NUMBER 1050E, 25 FEET NORTH OF THE NORTH RAIL, 19 FEET WEST OF
 JA1024'THE CENTER LINE OF THE PAVED ROAD, 89 FEET SOUTH OF A 30-INCH
 JA1024'OAK TREE, 4.6 FEET NORTHWEST OF A PIPE FENCE CORNER POST, 1 1/2
 JA1024'FEET NORTH OF A FENCE, 1.7 FEET SOUTHWEST OF A WOODEN WITNESS
 JA1024'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JA1024'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1024
 JA1024                          STATION RECOVERY (1985)
 JA1024
 JA1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1024'RECOVERED IN GOOD CONDITION.
 JA1024
 JA1024                          STATION RECOVERY (1991)
 JA1024
 JA1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0995 ***********************************************************************
 MD0995  DESIGNATION -  D 333
 MD0995  PID         -  MD0995
 MD0995  STATE/COUNTY-  IN/WHITLEY
 MD0995  COUNTRY     -  US
 MD0995  USGS QUAD   -  PIERCETON (2019)
 MD0995
 MD0995                         *CURRENT SURVEY CONTROL
 MD0995  ______________________________________________________________________
 MD0995* NAD 83(1986) POSITION- 41 11 14.     (N) 085 39 07.     (W)   SCALED
 MD0995* NAVD 88 ORTHO HEIGHT -   291.078 (meters)      954.98  (feet) ADJUSTED
 MD0995  ______________________________________________________________________
 MD0995  GEOID HEIGHT    -        -33.330 (meters)                     GEOID18
 MD0995  DYNAMIC HEIGHT  -        290.957 (meters)      954.58  (feet) COMP
 MD0995  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MD0995
 MD0995  VERT ORDER      -  FIRST     CLASS I
 MD0995
 MD0995.The horizontal coordinates were scaled from a map and have
 MD0995.an estimated accuracy of +/- 6 seconds.
 MD0995
 MD0995.The orthometric height was determined by differential leveling and
 MD0995.adjusted by the NATIONAL GEODETIC SURVEY
 MD0995.in June 1991.
 MD0995
 MD0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0995.GEOID18 height accuracy estimate available here.
 MD0995
 MD0995.Click photographs - Photos may exist for this station.
 MD0995
 MD0995.The dynamic height is computed by dividing the NAVD 88
 MD0995.geopotential number by the normal gravity value computed on the
 MD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0995.degrees latitude (g = 980.6199 gals.).
 MD0995
 MD0995.The modeled gravity was interpolated from observed gravity values.
 MD0995
 MD0995;                    North         East    Units  Estimated Accuracy
 MD0995;SPC IN E     -   659,350.      101,240.      MT  (+/- 180 meters Scaled)
 MD0995
 MD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL130604(NAD 83)
 MD0995
 MD0995                          SUPERSEDED SURVEY CONTROL
 MD0995
 MD0995  NGVD 29 (01/19/93)  291.219  (m)          955.44   (f) ADJUSTED    1 1
 MD0995  NGVD 29 (??/??/92)  291.219  (m)          955.44   (f) SUPERSEDED  1 1
 MD0995
 MD0995.Superseded values are not recommended for survey control.
 MD0995
 MD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0995.See file dsdata.pdf to determine how the superseded data were derived.
 MD0995
 MD0995_MARKER: DB = BENCH MARK DISK
 MD0995_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0995_STAMPING: D 333 1968
 MD0995_MARK LOGO: CGS
 MD0995_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0995_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0995+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0995_ROD/PIPE-DEPTH: 7.3 meters
 MD0995
 MD0995  HISTORY     - Date     Condition        Report By
 MD0995  HISTORY     - 1968     MONUMENTED       CGS
 MD0995  HISTORY     - 19921008 GOOD             NGS
 MD0995
 MD0995                          STATION DESCRIPTION
 MD0995
 MD0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0995'1.4 MI NW FROM LARWILL.
 MD0995'ABOUT 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE
 MD0995'INTERSECTION OF STATE HIGHWAY 5 AT LARWILL, IN SECTION 31,
 MD0995'R 8 E, T 32 N, ABOUT 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 MD0995'30 FROM THE INTERSECTION OF STATE HIGHWAY 13 AT PIERCETON,
 MD0995'ABOUT 35 YARDS SOUTHEAST OF THE WHITLEY-KOSCIUSKO COUNTY LINE,
 MD0995'50 FEET SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 MD0995'HIGHWAY, 51 FEET SOUTHEAST OF THE SOUTHEAST END OF A 30-INCH
 MD0995'PIPE CULVERT UNDER BOTH LANES OF THE HIGHWAY, 1.2 FEET NORTHWEST
 MD0995'OF A HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT SOUTHEAST OF A METAL
 MD0995'WITNESS POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 MD0995'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2
 MD0995'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4
 MD0995'INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 MD0995'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 MD0995
 MD0995                          STATION RECOVERY (1992)
 MD0995
 MD0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0995'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0995'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 4.9 KM (3.05 MI)
 MD0995'EASTERLY ALONG U.S. HIGHWAY 30, 35.7 M (117.1 FT) NORTHWEST OF
 MD0995'UTILITY POLE NUMBER 17377, 15.4 M (50.5 FT) SOUTHEAST OF THE SOUTH
 MD0995'LEG OF A SIGN (WHITLEY-KOSCIUSKO COUNTY), 15.4 M (50.5 FT) SOUTHWEST
 MD0995'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.7 M (44.9
 MD0995'FT) SOUTHEAST OF THE SOUTHEAST END OF A PIPE CULVERT, 1.6 M (5.2 FT)
 MD0995'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST-NORTHWEST OF A
 MD0995'WITNESS POST, AND 0.1 M (0.3 FT) NORTHEAST OF A FENCE.  NOTE--THE
 MD0995'DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.05 M (0.16 FT)
 MD0995'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1017 ***********************************************************************
 MD1017  DESIGNATION -  D 334
 MD1017  PID         -  MD1017
 MD1017  STATE/COUNTY-  IN/KOSCIUSKO
 MD1017  COUNTRY     -  US
 MD1017  USGS QUAD   -  WARSAW (2019)
 MD1017
 MD1017                         *CURRENT SURVEY CONTROL
 MD1017  ______________________________________________________________________
 MD1017* NAD 83(1986) POSITION- 41 13 57.     (N) 085 49 29.     (W)   SCALED
 MD1017* NAVD 88 ORTHO HEIGHT -   253.834 (meters)      832.79  (feet) ADJUSTED
 MD1017  ______________________________________________________________________
 MD1017  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 MD1017  DYNAMIC HEIGHT  -        253.725 (meters)      832.43  (feet) COMP
 MD1017  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 MD1017
 MD1017  VERT ORDER      -  FIRST     CLASS I
 MD1017
 MD1017.The horizontal coordinates were scaled from a map and have
 MD1017.an estimated accuracy of +/- 6 seconds.
 MD1017
 MD1017.The orthometric height was determined by differential leveling and
 MD1017.adjusted by the NATIONAL GEODETIC SURVEY
 MD1017.in April 1995.
 MD1017
 MD1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1017.GEOID18 height accuracy estimate available here.
 MD1017
 MD1017.Click photographs - Photos may exist for this station.
 MD1017
 MD1017.The dynamic height is computed by dividing the NAVD 88
 MD1017.geopotential number by the normal gravity value computed on the
 MD1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1017.degrees latitude (g = 980.6199 gals.).
 MD1017
 MD1017.The modeled gravity was interpolated from observed gravity values.
 MD1017
 MD1017;                    North         East    Units  Estimated Accuracy
 MD1017;SPC IN E     -   664,390.       86,750.      MT  (+/- 180 meters Scaled)
 MD1017
 MD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984652(NAD 83)
 MD1017
 MD1017                          SUPERSEDED SURVEY CONTROL
 MD1017
 MD1017  NAVD 88 (06/15/91)  253.836  (m)          832.79   (f) SUPERSEDED  1 1
 MD1017  NGVD 29 (01/19/93)  253.968  (m)          833.23   (f) ADJUSTED    1 1
 MD1017  NGVD 29 (??/??/92)  253.968  (m)          833.23   (f) SUPERSEDED  1 1
 MD1017
 MD1017.Superseded values are not recommended for survey control.
 MD1017
 MD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1017.See file dsdata.pdf to determine how the superseded data were derived.
 MD1017
 MD1017_MARKER: DB = BENCH MARK DISK
 MD1017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1017_SP_SET: ABUTMENT
 MD1017_STAMPING: D 334 1968
 MD1017_MARK LOGO: CGS
 MD1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1017+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2015
 MD1017
 MD1017  HISTORY     - Date     Condition        Report By
 MD1017  HISTORY     - 1968     MONUMENTED       CGS
 MD1017  HISTORY     - 1990     GOOD             USPSQD
 MD1017  HISTORY     - 19921008 GOOD             NGS
 MD1017  HISTORY     - 20150301 GOOD             INDIV
 MD1017
 MD1017                          STATION DESCRIPTION
 MD1017
 MD1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1017'1.8 MI E FROM WARSAW.
 MD1017'ABOUT 1.8 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1017'STATION AT WARSAW, ABOUT 0.1 MILE NORTHWEST OF THE OVERPASS OVER
 MD1017'SOUTH ARGONNE ROAD, SET ON THE TOP OF THE SOUTHWEST END OF THE
 MD1017'NORTHWEST STONE ABUTMENT OF THE OVERPASS OVER A DRIVEWAY TO THE
 MD1017'GATKE CORPORATION PLANT, 9.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MD1017'OF THE EASTBOUND TRACK, 1.9 FEET NORTH OF THE SOUTH CORNER OF
 MD1017'THE TOP STEP OF THE ABUTMENT AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 MD1017
 MD1017                          STATION RECOVERY (1990)
 MD1017
 MD1017'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1017'RECOVERED IN GOOD CONDITION.
 MD1017
 MD1017                          STATION RECOVERY (1992)
 MD1017
 MD1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1017'2.9 KM (1.80 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD1017'IN WARSAW, IN TOP OF AND 0.45 M (1.48 FT) NORTHWEST OF THE SOUTHEAST
 MD1017'END OF THE SECOND STONE TERRACE OF THE NORTHWEST ABUTMENT OF THE
 MD1017'RAILROAD OVERPASS OF THE GATKE CORPORATION PLANT ENTRANCE ROAD, AND
 MD1017'2.2 M (7.2 FT) SOUTH OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW THE
 MD1017'LEVEL OF THE TRACK.
 MD1017
 MD1017                          STATION RECOVERY (2015)
 MD1017
 MD1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 MD1017'T-E INC. RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0522 ***********************************************************************
 ME0522  CBN         -  This is a Cooperative Base Network Control Station.
 ME0522  DESIGNATION -  D 335
 ME0522  PID         -  ME0522
 ME0522  STATE/COUNTY-  IN/STARKE
 ME0522  COUNTRY     -  US
 ME0522  USGS QUAD   -  HAMLET (2019)
 ME0522
 ME0522                         *CURRENT SURVEY CONTROL
 ME0522  ______________________________________________________________________
 ME0522* NAD 83(2011) POSITION- 41 23 09.54893(N) 086 36 31.16277(W)   ADJUSTED
 ME0522* NAD 83(2011) ELLIP HT-   174.030 (meters)        (06/27/12)   ADJUSTED
 ME0522* NAD 83(2011) EPOCH   -  2010.00
 ME0522* NAVD 88 ORTHO HEIGHT -   207.902 (meters)      682.09  (feet) ADJUSTED
 ME0522  ______________________________________________________________________
 ME0522  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0522  NAD 83(2011) X  -    283,502.403 (meters)                     COMP
 ME0522  NAD 83(2011) Y  - -4,784,097.036 (meters)                     COMP
 ME0522  NAD 83(2011) Z  -  4,194,795.172 (meters)                     COMP
 ME0522  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 ME0522  DYNAMIC HEIGHT  -        207.818 (meters)      681.82  (feet) COMP
 ME0522  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 ME0522
 ME0522  VERT ORDER      -  FIRST     CLASS I
 ME0522
 ME0522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0522  Standards:
 ME0522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0522  -------------------------------------------------------------------
 ME0522  NETWORK    0.32   0.88           0.14   0.12   0.45     -0.00669172
 ME0522  -------------------------------------------------------------------
 ME0522  Click here for local accuracies and other accuracy information.
 ME0522
 ME0522.The horizontal coordinates were established by GPS observations
 ME0522.and adjusted by the National Geodetic Survey in June 2012.
 ME0522
 ME0522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0522.been affixed to the stable North American tectonic plate. See 
 ME0522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0522
 ME0522.The horizontal coordinates are valid at the epoch date displayed above
 ME0522.which is a decimal equivalence of Year/Month/Day.
 ME0522
 ME0522.The orthometric height was determined by differential leveling and
 ME0522.adjusted by the NATIONAL GEODETIC SURVEY
 ME0522.in April 1995.
 ME0522
 ME0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0522.GEOID18 height accuracy estimate available here.
 ME0522
 ME0522.Click photographs - Photos may exist for this station.
 ME0522
 ME0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0522
 ME0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0522
 ME0522.The ellipsoidal height was determined by GPS observations
 ME0522.and is referenced to NAD 83.
 ME0522
 ME0522.The dynamic height is computed by dividing the NAVD 88
 ME0522.geopotential number by the normal gravity value computed on the
 ME0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0522.degrees latitude (g = 980.6199 gals.).
 ME0522
 ME0522.The modeled gravity was interpolated from observed gravity values.
 ME0522
 ME0522. The following values were computed from the NAD 83(2011) position.
 ME0522
 ME0522;                    North         East     Units Scale Factor Converg.
 ME0522;SPC IN W     -   681,532.171   939,701.881   MT  0.99998606   +0 18 49.8
 ME0522;SPC IN W     - 2,235,993.46  3,083,005.25   sFT  0.99998606   +0 18 49.8
 ME0522;UTM  16      - 4,581,680.466   532,719.882   MT  0.99961318   +0 15 31.4
 ME0522
 ME0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0522!SPC IN W     -   0.99997270  x   0.99998606  =   0.99995876
 ME0522!UTM  16      -   0.99997270  x   0.99961318  =   0.99958589
 ME0522
 ME0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3271981680(NAD 83)
 ME0522
 ME0522                          SUPERSEDED SURVEY CONTROL
 ME0522
 ME0522  NAD 83(2007)-  41 23 09.54913(N)    086 36 31.16414(W) AD(2002.00) 0
 ME0522  ELLIP H (02/10/07)  174.060  (m)                       GP(2002.00)    
 ME0522  NAD 83(1997)-  41 23 09.54903(N)    086 36 31.16402(W) AD(       ) B
 ME0522  ELLIP H (04/10/98)  174.079  (m)                       GP(       ) 4 1
 ME0522  NAVD 88             207.90   (m)          682.1    (f) LEVELING    3  
 ME0522  NAVD 88 (06/15/91)  207.901  (m)          682.09   (f) SUPERSEDED  1 1
 ME0522  NGVD 29 (01/19/93)  208.000  (m)          682.41   (f) ADJUSTED    1 1
 ME0522  NGVD 29 (??/??/92)  208.000  (m)          682.41   (f) SUPERSEDED  1 1
 ME0522
 ME0522.Superseded values are not recommended for survey control.
 ME0522
 ME0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0522.See file dsdata.pdf to determine how the superseded data were derived.
 ME0522
 ME0522_MARKER: DB = BENCH MARK DISK
 ME0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0522_STAMPING: D 335 1968
 ME0522_MARK LOGO: CGS
 ME0522_PROJECTION: FLUSH
 ME0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0522+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 ME0522_ROD/PIPE-DEPTH: 14.6 meters
 ME0522
 ME0522  HISTORY     - Date     Condition        Report By
 ME0522  HISTORY     - 1968     MONUMENTED       CGS
 ME0522  HISTORY     - 1988     GOOD             USPSQD
 ME0522  HISTORY     - 19920907 GOOD             NGS
 ME0522  HISTORY     - 19970805 GOOD             SEC
 ME0522  HISTORY     - 19990623 GOOD             USPSQD
 ME0522  HISTORY     - 20060927 GOOD             WOOLPT
 ME0522  HISTORY     - 20091103 GOOD             WOOLPT
 ME0522  HISTORY     - 20110706 GOOD             INDIV
 ME0522  HISTORY     - 20210331 GOOD             INDOT
 ME0522
 ME0522                          STATION DESCRIPTION
 ME0522
 ME0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0522'1.4 MI W FROM HAMLET.
 ME0522'ABOUT 1.4 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0522'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.5 MILE EAST OF
 ME0522'MILEPOST 400, ABOUT 0.4 MILE WEST OF THE CROSSING OF COUNTY ROAD
 ME0522'500 E., 50.1 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 ME0522'27 1/2 FEET SOUTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 30,
 ME0522'3 1/2 FEET WEST OF POWER LINE POLE 286 - 900, IN LINE WITH A ROW
 ME0522'OF POLES, 0.5 FOOT NORTHWEST OF A METAL WITNESS POST, 5 FEET
 ME0522'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 ME0522'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 ME0522'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 4
 ME0522'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 ME0522'DEPTH OF 48 FEET.  IN SECTION 23, R 2 W, T 34 N.
 ME0522
 ME0522                          STATION RECOVERY (1988)
 ME0522
 ME0522'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0522'RECOVERED IN GOOD CONDITION.
 ME0522
 ME0522                          STATION RECOVERY (1992)
 ME0522
 ME0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0522'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0522'HAMLET, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0522'19.4 M (63.6 FT) NORTH OF THE NEAR RAIL, 8.6 M (28.2 FT) SOUTH OF THE
 ME0522'CENTER OF OLD HIGHWAY 30, 1.1 M (3.6 FT) WEST OF UTILITY POLE NUMBER
 ME0522'785-911, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 ME0522'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 ME0522'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 ME0522
 ME0522                          STATION RECOVERY (1997)
 ME0522
 ME0522'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME0522'ABOUT 1.4 MILES (2.3 KM) WEST OF HAMLET FROM THE INTERSECTION OF
 ME0522'STARKE STREET AND OLD U.S. ROUTE 30 (PLYMOUTH STREET), PARALLELING THE
 ME0522'NORFOLK SOUTHERN TRACKS, TO THE STATION ON THE SOUTH SIDE OF ROAD.
 ME0522'THE STATION IS A DISK SET ATOP A COPPER-CLAD STEEL ROD PROJECTING 2
 ME0522'INCHES ABOVE THE GROUND INSIDE CASING AND ENCIRCLED BY A 6 INCH METAL
 ME0522'CASING FLUSH WITH SURROUNDING GROUND.  LOCATED 19.35 METERS (63.48 FT)
 ME0522'NORTH OF NORTH RAIL OF TRACKS, 8.47 METERS (27.79 FT) SOUTH OF THE
 ME0522'CENTERLINE OF OLD U.S. ROUTE 30 (PLYMOUTH STREET) AND 1.11 METERS
 ME0522'(3.64 FT) WEST OF POWER POLE 785911.
 ME0522
 ME0522                          STATION RECOVERY (1999)
 ME0522
 ME0522'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0522'RECOVERED IN GOOD CONDITION.
 ME0522
 ME0522                          STATION RECOVERY (2006)
 ME0522
 ME0522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (CTS)
 ME0522'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ME0522
 ME0522                          STATION RECOVERY (2009)
 ME0522
 ME0522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 ME0522'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ME0522
 ME0522                          STATION RECOVERY (2011)
 ME0522
 ME0522'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0522'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME0522
 ME0522                          STATION RECOVERY (2021)
 ME0522
 ME0522'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (GRM)
 ME0522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0573 ***********************************************************************
 ME0573  DESIGNATION -  D 336
 ME0573  PID         -  ME0573
 ME0573  STATE/COUNTY-  IN/PORTER
 ME0573  COUNTRY     -  US
 ME0573  USGS QUAD   -  WANATAH (2019)
 ME0573
 ME0573                         *CURRENT SURVEY CONTROL
 ME0573  ______________________________________________________________________
 ME0573* NAD 83(1986) POSITION- 41 26 04.49   (N) 086 55 49.11   (W)   HD_HELD1
 ME0573* NAVD 88 ORTHO HEIGHT -   224.396 (meters)      736.21  (feet) ADJUSTED
 ME0573  ______________________________________________________________________
 ME0573  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0573  DYNAMIC HEIGHT  -        224.305 (meters)      735.91  (feet) COMP
 ME0573  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 ME0573
 ME0573  VERT ORDER      -  FIRST     CLASS I
 ME0573
 ME0573.The horizontal coordinates were determined by differentially corrected
 ME0573.hand held GPS observations or other comparable positioning techniques
 ME0573.and have an estimated accuracy of +/- 3 meters.
 ME0573
 ME0573.The orthometric height was determined by differential leveling and
 ME0573.adjusted by the NATIONAL GEODETIC SURVEY
 ME0573.in June 1991.
 ME0573
 ME0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0573.GEOID18 height accuracy estimate available here.
 ME0573
 ME0573.Click photographs - Photos may exist for this station.
 ME0573
 ME0573.The dynamic height is computed by dividing the NAVD 88
 ME0573.geopotential number by the normal gravity value computed on the
 ME0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0573.degrees latitude (g = 980.6199 gals.).
 ME0573
 ME0573.The modeled gravity was interpolated from observed gravity values.
 ME0573
 ME0573;                    North         East    Units  Estimated Accuracy
 ME0573;SPC IN W     -   686,831.6     912,789.4     MT  (+/- 3 meters HH1 GPS) 
 ME0573
 ME0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0582287003(NAD 83)
 ME0573
 ME0573                          SUPERSEDED SURVEY CONTROL
 ME0573
 ME0573  NGVD 29 (01/19/93)  224.492  (m)          736.52   (f) ADJUSTED    1 1
 ME0573  NGVD 29 (??/??/92)  224.492  (m)          736.52   (f) SUPERSEDED  1 1
 ME0573
 ME0573.Superseded values are not recommended for survey control.
 ME0573
 ME0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0573.See file dsdata.pdf to determine how the superseded data were derived.
 ME0573
 ME0573_MARKER: DB = BENCH MARK DISK
 ME0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0573_STAMPING: D 336 1968
 ME0573_MARK LOGO: CGS
 ME0573_PROJECTION: RECESSED 5 CENTIMETERS
 ME0573_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0573+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2021
 ME0573_ROD/PIPE-DEPTH: 21.6 meters
 ME0573
 ME0573  HISTORY     - Date     Condition        Report By
 ME0573  HISTORY     - 1968     MONUMENTED       CGS
 ME0573  HISTORY     - 1978     GOOD             LOCSUR
 ME0573  HISTORY     - 19920907 GOOD             NGS
 ME0573  HISTORY     - 20211214 GOOD             IN-127
 ME0573
 ME0573                          STATION DESCRIPTION
 ME0573
 ME0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0573'2 MI W FROM WANATAH.
 ME0573'ABOUT 2.05 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0573'THE OVERPASS OF U.S. HIGHWAY 421 AT WANATAH, IN SECTION 36,
 ME0573'R 5 W, T 35 N, NEAR THE PORTER-LA PORTE COUNTY LINE, NEAR THE
 ME0573'SOUTHEAST CORNER OF A STEEL FENCE AROUND THE SACRED HEART CEMETERY,
 ME0573'0.5 MILE EAST OF MILEPOST 417, 96 FEET NORTH OF THE NORTH RAIL
 ME0573'OF THE NORTH TRACK, 36 FEET WEST OF THE CENTER LINE OF THE
 ME0573'COUNTY LINE ROAD, 7.2 FEET WEST OF THE SOUTHEAST CORNER OF THE
 ME0573'STEEL FENCE AROUND CEMETERY, 0.5 FOOT SOUTH OF THE STEEL FENCE,
 ME0573'ABOUT LEVEL WITH THE COUNTY ROAD AND IS A DISK ON THE TOP OF A
 ME0573'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 ME0573'BY A 6 INCH STEEL PIPE WHICH IS FLUSH WITH THE GROUND.  THE
 ME0573'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 71.0 FEET.
 ME0573
 ME0573                          STATION RECOVERY (1978)
 ME0573
 ME0573'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0573'RECOVERED IN GOOD CONDITION.
 ME0573
 ME0573                          STATION RECOVERY (1992)
 ME0573
 ME0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0573'3.4 KM (2.10 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0573'OF U.S. HIGHWAY 421 IN WANATAH, 34.0 M (111.5 FT) NORTH OF THE NEAR
 ME0573'RAIL, 13.7 M (44.9 FT) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF A
 ME0573'CHAIN-LINK FENCE ENCLOSING THE SACRED HEART CEMETERY, 8.7 M
 ME0573'(28.5 FT) WEST OF THE CENTERLINE OF COUNTY LINE ROAD, 2.1 M (6.9 FT)
 ME0573'WEST OF THE FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 ME0573'NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS RECESSED 0.05
 ME0573'M (0.16 FT) BELOW THE GROUND SURFACE.
 ME0573
 ME0573                          STATION RECOVERY (2021)
 ME0573
 ME0573'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME0573'TO REACH FROM THE INTERSECTION OF US HIGHWAY 30 AND PORTER-LAPORTE
 ME0573'COUNTY LINE ROAD, GO SOUTH ON COUNTYLINE ROAD ABOUT 550 FT (167.6 M)
 ME0573'AND   THE STATION IS ON THE RIGHT IN SALEM UNITED CHURCH OF CHRIST
 ME0573'CEMETERY, 35.8 FT (10.9 M) WEST OF THE CENTERLINE OF COUNTY LINE ROAD,
 ME0573'7.0 FT (2.1 M) WEST OF A FENCE, SOUTH 57 DEG. WEST, 17 FT (5.2 M) FROM
 ME0573'GUY POLE, NORTH 7 DEG. WEST, 43.4 FT (13.2 M) FROM THE NORTHWEST
 ME0573'CORNER OF BRICK COLUMN AT SOUTHEAST CORNER OF CEMETERY FENCE THE DISK
 ME0573'IS ENCASED IN A 5 INCH (13 CM) METAL PIPE AND IS 0.3 FT (9 CM) BELOW
 ME0573'THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2125 ***********************************************************************
 ME2125  DESIGNATION -  D 349
 ME2125  PID         -  ME2125
 ME2125  STATE/COUNTY-  IN/LAKE
 ME2125  COUNTRY     -  US
 ME2125  USGS QUAD   -  GARY (2019)
 ME2125
 ME2125                         *CURRENT SURVEY CONTROL
 ME2125  ______________________________________________________________________
 ME2125* NAD 83(1986) POSITION- 41 35 41.     (N) 087 17 42.     (W)   SCALED
 ME2125* NAVD 88 ORTHO HEIGHT -   184.282 (meters)      604.60  (feet) ADJUSTED
 ME2125  ______________________________________________________________________
 ME2125  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 ME2125  DYNAMIC HEIGHT  -        184.214 (meters)      604.38  (feet) COMP
 ME2125  MODELED GRAVITY -    980,249.4   (mgal)                       NAVD 88
 ME2125
 ME2125  VERT ORDER      -  FIRST     CLASS II
 ME2125
 ME2125.The horizontal coordinates were scaled from a map and have
 ME2125.an estimated accuracy of +/- 6 seconds.
 ME2125
 ME2125.The orthometric height was determined by differential leveling and
 ME2125.adjusted by the NATIONAL GEODETIC SURVEY
 ME2125.in June 1991.
 ME2125
 ME2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2125.GEOID18 height accuracy estimate available here.
 ME2125
 ME2125.Click photographs - Photos may exist for this station.
 ME2125
 ME2125.The dynamic height is computed by dividing the NAVD 88
 ME2125.geopotential number by the normal gravity value computed on the
 ME2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2125.degrees latitude (g = 980.6199 gals.).
 ME2125
 ME2125.The modeled gravity was interpolated from observed gravity values.
 ME2125
 ME2125;                    North         East    Units  Estimated Accuracy
 ME2125;SPC IN W     -   704,630.      882,350.      MT  (+/- 180 meters Scaled)
 ME2125
 ME2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM754048(NAD 83)
 ME2125
 ME2125                          SUPERSEDED SURVEY CONTROL
 ME2125
 ME2125  NGVD 29 (01/19/93)  184.390  (m)          604.95   (f) ADJUSTED    1 2
 ME2125  NGVD 29 (??/??/92)  184.388  (m)          604.95   (f) SUPERSEDED  1 2
 ME2125
 ME2125.Superseded values are not recommended for survey control.
 ME2125
 ME2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2125.See file dsdata.pdf to determine how the superseded data were derived.
 ME2125
 ME2125_MARKER: I = METAL ROD
 ME2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2125_STAMPING: D 349 1985
 ME2125_MARK LOGO: NGS
 ME2125_PROJECTION: RECESSED 3 CENTIMETERS
 ME2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2125_ROD/PIPE-DEPTH: 13.4 meters
 ME2125
 ME2125  HISTORY     - Date     Condition        Report By
 ME2125  HISTORY     - 1985     MONUMENTED       NGS
 ME2125
 ME2125                          STATION DESCRIPTION
 ME2125
 ME2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2125'3.7 KM (2.3 MI) EAST FROM GARY.
 ME2125'3.7 KM (2.3 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2125'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, 0.3 KM (0.2 MI) WEST OF
 ME2125'THE INTERSECTION OF EAST UTAH STREET, 13.6 M (44.6 FT) WEST OF UTILITY
 ME2125'POLE NUMBER 176 178 WITH A STREET LIGHT, 9.4 M (30.8 FT) SOUTH OF THE
 ME2125'CENTER OF THE EAST BOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) EAST
 ME2125'OF UTILITY POLE NUMBER 906 6 NOTE--ACCESS TO DATUM POINT IS HAD
 ME2125'THROUGH A 5-INCH LOGO CAP.
 ME2125'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ME2125'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0485 ***********************************************************************
 LA0485  DESIGNATION -  D 35
 LA0485  PID         -  LA0485
 LA0485  STATE/COUNTY-  IN/ADAMS
 LA0485  COUNTRY     -  US
 LA0485  USGS QUAD   -  DECATUR (2019)
 LA0485
 LA0485                         *CURRENT SURVEY CONTROL
 LA0485  ______________________________________________________________________
 LA0485* NAD 83(1986) POSITION- 40 49 30.     (N) 084 55 42.     (W)   SCALED
 LA0485* NAVD 88 ORTHO HEIGHT -   244.695 (meters)      802.80  (feet) ADJUSTED
 LA0485  ______________________________________________________________________
 LA0485  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LA0485  DYNAMIC HEIGHT  -        244.586 (meters)      802.45  (feet) COMP
 LA0485  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 LA0485
 LA0485  VERT ORDER      -  SECOND    CLASS 0
 LA0485
 LA0485.The horizontal coordinates were scaled from a map and have
 LA0485.an estimated accuracy of +/- 6 seconds.
 LA0485
 LA0485.The orthometric height was determined by differential leveling and
 LA0485.adjusted by the NATIONAL GEODETIC SURVEY
 LA0485.in June 1991.
 LA0485
 LA0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0485.GEOID18 height accuracy estimate available here.
 LA0485
 LA0485.Click photographs - Photos may exist for this station.
 LA0485
 LA0485.The dynamic height is computed by dividing the NAVD 88
 LA0485.geopotential number by the normal gravity value computed on the
 LA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0485.degrees latitude (g = 980.6199 gals.).
 LA0485
 LA0485.The modeled gravity was interpolated from observed gravity values.
 LA0485
 LA0485;                    North         East    Units  Estimated Accuracy
 LA0485;SPC IN E     -   619,390.      162,280.      MT  (+/- 180 meters Scaled)
 LA0485
 LA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746213(NAD 83)
 LA0485
 LA0485                          SUPERSEDED SURVEY CONTROL
 LA0485
 LA0485  NGVD 29 (??/??/92)  244.847  (m)          803.30   (f) ADJ UNCH    2 0
 LA0485
 LA0485.Superseded values are not recommended for survey control.
 LA0485
 LA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0485.See file dsdata.pdf to determine how the superseded data were derived.
 LA0485
 LA0485_MARKER: DB = BENCH MARK DISK
 LA0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0485_STAMPING: D 35 1934
 LA0485_MARK LOGO: CGS
 LA0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0485+STABILITY: SURFACE MOTION
 LA0485
 LA0485  HISTORY     - Date     Condition        Report By
 LA0485  HISTORY     - 1934     MONUMENTED       CGS
 LA0485  HISTORY     - 1947     GOOD             CGS
 LA0485  HISTORY     - 1974     GOOD             BRADY
 LA0485
 LA0485                          STATION DESCRIPTION
 LA0485
 LA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0485'AT DECATUR.
 LA0485'AT DECATUR, ABOUT 0.15 MILE WEST ALONG THE ERIE RAILROAD FROM THE
 LA0485'STATION, AT THE FIRST STREET CROSSING EAST OF THE INTERSECTION OF
 LA0485'THE PENNSYLVANIA RAILROAD WITH THE ERIE RAILROAD, 16.1 FEET SOUTH
 LA0485'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 25 FEET WEST OF THE
 LA0485'CENTER LINE OF LINE STREET, 5.5 FEET NORTHWEST OF A TELEPHONE
 LA0485'POLE, 19.8 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK, CHICAGO
 LA0485'AND ST. LOUIS RAILROAD, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 LA0485'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0485'POST PROJECTING 3 INCHES.
 LA0485
 LA0485                          STATION RECOVERY (1974)
 LA0485
 LA0485'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2164 ***********************************************************************
 ME2164  DESIGNATION -  D 350
 ME2164  PID         -  ME2164
 ME2164  STATE/COUNTY-  IN/LA PORTE
 ME2164  COUNTRY     -  US
 ME2164  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2164
 ME2164                         *CURRENT SURVEY CONTROL
 ME2164  ______________________________________________________________________
 ME2164* NAD 83(1986) POSITION- 41 44 59.     (N) 086 49 00.     (W)   SCALED
 ME2164* NAVD 88 ORTHO HEIGHT -   187.676 (meters)      615.73  (feet) ADJUSTED
 ME2164  ______________________________________________________________________
 ME2164  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 ME2164  DYNAMIC HEIGHT  -        187.607 (meters)      615.51  (feet) COMP
 ME2164  MODELED GRAVITY -    980,249.4   (mgal)                       NAVD 88
 ME2164
 ME2164  VERT ORDER      -  FIRST     CLASS II
 ME2164
 ME2164.The horizontal coordinates were scaled from a map and have
 ME2164.an estimated accuracy of +/- 6 seconds.
 ME2164
 ME2164.The orthometric height was determined by differential leveling and
 ME2164.adjusted by the NATIONAL GEODETIC SURVEY
 ME2164.in June 1991.
 ME2164
 ME2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2164.GEOID18 height accuracy estimate available here.
 ME2164
 ME2164.Click photographs - Photos may exist for this station.
 ME2164
 ME2164.The dynamic height is computed by dividing the NAVD 88
 ME2164.geopotential number by the normal gravity value computed on the
 ME2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2164.degrees latitude (g = 980.6199 gals.).
 ME2164
 ME2164.The modeled gravity was interpolated from observed gravity values.
 ME2164
 ME2164;                    North         East    Units  Estimated Accuracy
 ME2164;SPC IN W     -   721,860.      922,180.      MT  (+/- 180 meters Scaled)
 ME2164
 ME2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM152220(NAD 83)
 ME2164
 ME2164                          SUPERSEDED SURVEY CONTROL
 ME2164
 ME2164  NGVD 29 (01/19/93)  187.788  (m)          616.10   (f) ADJUSTED    1 2
 ME2164
 ME2164.Superseded values are not recommended for survey control.
 ME2164
 ME2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2164.See file dsdata.pdf to determine how the superseded data were derived.
 ME2164
 ME2164_MARKER: I = METAL ROD
 ME2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2164_STAMPING: D 350 1985
 ME2164_MARK LOGO: NGS
 ME2164_PROJECTION: RECESSED 3 CENTIMETERS
 ME2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2164+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 ME2164_ROD/PIPE-DEPTH: 9.7 meters
 ME2164
 ME2164  HISTORY     - Date     Condition        Report By
 ME2164  HISTORY     - 1985     MONUMENTED       NGS
 ME2164  HISTORY     - 20210803 GOOD             LFA
 ME2164  HISTORY     - 20220706 POOR             INDOT
 ME2164
 ME2164                          STATION DESCRIPTION
 ME2164
 ME2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2164'8.2 KM (5.1 MI) NE FROM MICHIGAN CITY.
 ME2164'8.2 KM (5.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2164'COURTHOUSE IN MICHIGAN CITY, OR 10.0 KM (6.2 FT) SOUTHWESTERLY ALONG
 ME2164'U.S. HIGHWAY 12 FROM ITS JUNCTION WITH THE RED ARROW HIGHWAY IN NEW
 ME2164'BULLALO, 53.9 M (176.8 FT) SOUTHWEST OF THE CENTER OF WEST ROAD, 30.5
 ME2164'M (100.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.1 M (75.8
 ME2164'FT) NORTHEAST OF THE NORTH CORNER OF THE MICHIGAN LP GAS COMPANY, AND
 ME2164'1.8 M (5.9 FT) NORTHEAST OF UTILITY POLE NUMBER 235 100.  NOTE--ACCESS
 ME2164'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2164'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 ME2164'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2164
 ME2164                          STATION RECOVERY (2021)
 ME2164
 ME2164'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME2164'RECOVERED IN GOOD CONDITION.
 ME2164
 ME2164                          STATION RECOVERY (2022)
 ME2164
 ME2164'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME2164'CASING AND LOGO CAP AROUND STAINLESS STEEL ROD HAS BEEN DESTROYED.
 ME2164'UTILITY POLE 235 100 NOT THERE. 176.8 FEET SOUTHWEST OF THE CENTER OF
 ME2164'MEER ROAD ( 600 W ). 12 FEET NORTHEAST OF UTILITY POLE 959 167 TOP OF
 ME2164'STAINLESS STEEL ROD IS FLUSH WITH GROUND AND STILL APPEARS TO BE
 ME2164'VERTICAL WITH NO DAMAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1671 ***********************************************************************
 KA1671  DESIGNATION -  D 351
 KA1671  PID         -  KA1671
 KA1671  STATE/COUNTY-  IN/PUTNAM
 KA1671  COUNTRY     -  US
 KA1671  USGS QUAD   -  CLOVERDALE (2019)
 KA1671
 KA1671                         *CURRENT SURVEY CONTROL
 KA1671  ______________________________________________________________________
 KA1671* NAD 83(1986) POSITION- 39 35 45.     (N) 086 49 47.     (W)   SCALED
 KA1671* NAVD 88 ORTHO HEIGHT -   225.214 (meters)      738.89  (feet) ADJUSTED
 KA1671  ______________________________________________________________________
 KA1671  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KA1671  DYNAMIC HEIGHT  -        225.086 (meters)      738.47  (feet) COMP
 KA1671  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 KA1671
 KA1671  VERT ORDER      -  FIRST     CLASS II
 KA1671
 KA1671.The horizontal coordinates were scaled from a map and have
 KA1671.an estimated accuracy of +/- 6 seconds.
 KA1671
 KA1671.The orthometric height was determined by differential leveling and
 KA1671.adjusted by the NATIONAL GEODETIC SURVEY
 KA1671.in June 1991.
 KA1671
 KA1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1671.GEOID18 height accuracy estimate available here.
 KA1671
 KA1671.Click photographs - Photos may exist for this station.
 KA1671
 KA1671.The dynamic height is computed by dividing the NAVD 88
 KA1671.geopotential number by the normal gravity value computed on the
 KA1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1671.degrees latitude (g = 980.6199 gals.).
 KA1671
 KA1671.The modeled gravity was interpolated from observed gravity values.
 KA1671
 KA1671;                    North         East    Units  Estimated Accuracy
 KA1671;SPC IN W     -   482,680.      921,780.      MT  (+/- 180 meters Scaled)
 KA1671
 KA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ146829(NAD 83)
 KA1671
 KA1671                          SUPERSEDED SURVEY CONTROL
 KA1671
 KA1671.No superseded survey control is available for this station.
 KA1671
 KA1671_MARKER: I = METAL ROD
 KA1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1671_STAMPING: D 351 1985
 KA1671_MARK LOGO: NGS
 KA1671_PROJECTION: RECESSED 1 CENTIMETERS
 KA1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1671_ROD/PIPE-DEPTH: 5.8 meters
 KA1671
 KA1671  HISTORY     - Date     Condition        Report By
 KA1671  HISTORY     - 1985     MONUMENTED       NGS
 KA1671
 KA1671                          STATION DESCRIPTION
 KA1671
 KA1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1671'29.1 KM (18.1 MI) NE FROM BRAZIL.
 KA1671'27.5 KM (17.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1671'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, THENCE 1.6 KM (1.0 MI)
 KA1671'NORTHWESTERLY ALONG U.S. HIGHWAY 231, 12.9 M (42.3 FT) SOUTHWEST OF
 KA1671'THE CENTER OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTHEAST OF TELEPHONE
 KA1671'PEDESTAL NUMBER 30938-330, AND 2.0 M (6.6 FT) NORTHWEST OF A FENCE
 KA1671'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1671'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 KA1671'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1659 ***********************************************************************
 KA1659  DESIGNATION -  D 352
 KA1659  PID         -  KA1659
 KA1659  STATE/COUNTY-  IN/HENDRICKS
 KA1659  COUNTRY     -  US
 KA1659  USGS QUAD   -  BROWNSBURG (2019)
 KA1659
 KA1659                         *CURRENT SURVEY CONTROL
 KA1659  ______________________________________________________________________
 KA1659* NAD 83(2011) POSITION- 39 45 22.33305(N) 086 29 10.10831(W)   ADJUSTED
 KA1659* NAD 83(2011) ELLIP HT-   240.323 (meters)        (11/24/19)   ADJUSTED
 KA1659* NAD 83(2011) EPOCH   -  2010.00
 KA1659* NAVD 88 ORTHO HEIGHT -   273.401 (meters)      896.98  (feet) ADJUSTED
 KA1659  ______________________________________________________________________
 KA1659  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 KA1659  NAD 83(2011) X  -    300,948.943 (meters)                     COMP
 KA1659  NAD 83(2011) Y  - -4,901,016.723 (meters)                     COMP
 KA1659  NAD 83(2011) Z  -  4,057,366.044 (meters)                     COMP
 KA1659  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 KA1659  DYNAMIC HEIGHT  -        273.252 (meters)      896.49  (feet) COMP
 KA1659  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 KA1659
 KA1659  VERT ORDER      -  FIRST     CLASS II
 KA1659
 KA1659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1659  Standards:
 KA1659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1659  -------------------------------------------------------------------
 KA1659  NETWORK    0.31   0.47           0.13   0.12   0.24     -0.00394040
 KA1659  -------------------------------------------------------------------
 KA1659  Click here for local accuracies and other accuracy information.
 KA1659
 KA1659.The horizontal coordinates were established by GPS observations
 KA1659.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 KA1659
 KA1659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1659.been affixed to the stable North American tectonic plate. See 
 KA1659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1659
 KA1659.The horizontal coordinates are valid at the epoch date displayed above
 KA1659.which is a decimal equivalence of Year/Month/Day.
 KA1659
 KA1659.The orthometric height was determined by differential leveling and
 KA1659.adjusted by the NATIONAL GEODETIC SURVEY
 KA1659.in June 1991.
 KA1659
 KA1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1659.GEOID18 height accuracy estimate available here.
 KA1659
 KA1659.Click photographs - Photos may exist for this station.
 KA1659
 KA1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1659
 KA1659.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1659
 KA1659.The ellipsoidal height was determined by GPS observations
 KA1659.and is referenced to NAD 83.
 KA1659
 KA1659.The dynamic height is computed by dividing the NAVD 88
 KA1659.geopotential number by the normal gravity value computed on the
 KA1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1659.degrees latitude (g = 980.6199 gals.).
 KA1659
 KA1659.The modeled gravity was interpolated from observed gravity values.
 KA1659
 KA1659. The following values were computed from the NAD 83(2011) position.
 KA1659
 KA1659;                    North         East     Units Scale Factor Converg.
 KA1659;SPC IN W     -   500,619.835   951,175.902   MT  0.99999890   +0 22 54.9
 KA1659;SPC IN W     - 1,642,450.24  3,120,649.61   sFT  0.99999890   +0 22 54.9
 KA1659;UTM  16      - 4,400,825.014   544,018.534   MT  0.99962385   +0 19 43.1
 KA1659
 KA1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1659!SPC IN W     -   0.99996230  x   0.99999890  =   0.99996120
 KA1659!UTM  16      -   0.99996230  x   0.99962385  =   0.99958616
 KA1659
 KA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4401800825(NAD 83)
 KA1659
 KA1659                          SUPERSEDED SURVEY CONTROL
 KA1659
 KA1659.No superseded survey control is available for this station.
 KA1659
 KA1659_MARKER: F = FLANGE-ENCASED ROD
 KA1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1659_STAMPING: D 352 1985
 KA1659_MARK LOGO: NGS
 KA1659_PROJECTION: FLUSH
 KA1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1659+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 KA1659_ROD/PIPE-DEPTH: 12.2 meters
 KA1659
 KA1659  HISTORY     - Date     Condition        Report By
 KA1659  HISTORY     - 1985     MONUMENTED       NGS
 KA1659  HISTORY     - 20080321 GOOD             PICI
 KA1659  HISTORY     - 20191024 GOOD             MDSHA
 KA1659
 KA1659                          STATION DESCRIPTION
 KA1659
 KA1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1659'3.6 KM (2.25 MI) EAST FROM DANVILLE.
 KA1659'3.6 KM (2.25 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION
 KA1659'WITH STATE HIGHWAY 39 IN DANVILLE, 61.3 M (201.1 FT) SOUTH OF THE
 KA1659'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 38.7 M (127.0 FT)
 KA1659'EAST OF THE CENTER OF COUNTY ROAD 200 EAST, 10.0 M (32.8 FT) NORTH OF
 KA1659'THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 0.8 M (2.6 FT) WEST OF A
 KA1659'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1659'LOGO CAP.
 KA1659'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1659'THE MARK IS 0.3 M BELOW THE TRACKS.
 KA1659
 KA1659                          STATION RECOVERY (2008)
 KA1659
 KA1659'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 KA1659'RECOVERED IN GOOD CONDITION.
 KA1659
 KA1659                          STATION RECOVERY (2019)
 KA1659
 KA1659'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2019 (ZRL)
 KA1659'RECOVERED USING EXISTING DESCRIPTION.  THE STATION IS LOCATED ABOUT
 KA1659'5.8 MI (9.4 KM) NORTHWEST OF PLAINFIELD, 5.0 MI (8.1 KM)
 KA1659'NORTH-NORTHEAST OF CLAYTON, 2.2 MI (3.5 KM) EAST OF DANVILLE AND 1.1
 KA1659'MI (1.8 KM) SOUTHWEST OF GALE, IN THE RIGHT OF WAY OF THE CONRAIL
 KA1659'RAILROAD.
 KA1659'
 KA1659'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 465 AND US
 KA1659'HIGHWAY 36 ON THE WEST SIDE OF INDIANAPOLIS, GO WEST ON US HIGHWAY 36
 KA1659'(ROCKVILLE ROAD) FOR 11.7 MI (18.8 KM) TO A CROSSROAD.  TURN LEFT AND
 KA1659'GO SOUTH ON COUNTY ROAD 200E (AVON AVENUE) FOR 275 FT (83.8 M) TO THE
 KA1659'STATION ON THE LEFT.
 KA1659'
 KA1659'THE STATION IS A STAINLESS STEEL ROD BENEATH A FLANGED NATIONAL
 KA1659'GEODETIC SURVEY COVER.  IT IS 201.0 FT (61.3 M) SOUTH OF THE
 KA1659'CENTERLINE OF THE EAST-BOUND LANES OF US HIGHWAY 36, 127 FT (38.7 M)
 KA1659'EAST OF THE CENTERLINE OF COUNTY ROAD 200E, 45.3 FT (13.8 M) WEST OF
 KA1659'THE NORTHEAST CORNER OF A 8 FT (2.4 M) BY 9 FT (2.7 M) METAL SHED,
 KA1659'32.8 FT (10.0 M) NORTH OF THE NORTH RAIL OF THE CONRAIL RAILROAD AND 1
 KA1659'FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST, ABOUT 1 FT (0.3 M) LOWER
 KA1659'THAN THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1697 ***********************************************************************
 KA1697  DESIGNATION -  D 353
 KA1697  PID         -  KA1697
 KA1697  STATE/COUNTY-  IN/VIGO
 KA1697  COUNTRY     -  US
 KA1697  USGS QUAD   -  SEELYVILLE (2019)
 KA1697
 KA1697                         *CURRENT SURVEY CONTROL
 KA1697  ______________________________________________________________________
 KA1697* NAD 83(1986) POSITION- 39 23 52.56   (N) 087 18 56.62   (W)   HD_HELD1
 KA1697* NAVD 88 ORTHO HEIGHT -   171.621 (meters)      563.06  (feet) ADJUSTED
 KA1697  ______________________________________________________________________
 KA1697  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1697  DYNAMIC HEIGHT  -        171.522 (meters)      562.74  (feet) COMP
 KA1697  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 KA1697
 KA1697  VERT ORDER      -  FIRST     CLASS II
 KA1697
 KA1697.The horizontal coordinates were determined by differentially corrected
 KA1697.hand held GPS observations or other comparable positioning techniques
 KA1697.and have an estimated accuracy of +/- 3 meters.
 KA1697
 KA1697.The orthometric height was determined by differential leveling and
 KA1697.adjusted by the NATIONAL GEODETIC SURVEY
 KA1697.in June 1991.
 KA1697
 KA1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1697.GEOID18 height accuracy estimate available here.
 KA1697
 KA1697.Click photographs - Photos may exist for this station.
 KA1697
 KA1697.The dynamic height is computed by dividing the NAVD 88
 KA1697.geopotential number by the normal gravity value computed on the
 KA1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1697.degrees latitude (g = 980.6199 gals.).
 KA1697
 KA1697.The modeled gravity was interpolated from observed gravity values.
 KA1697
 KA1697;                    North         East    Units  Estimated Accuracy
 KA1697;SPC IN W     -   460,698.9     879,982.4     MT  (+/- 3 meters HH1 GPS) 
 KA1697
 KA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7281460984(NAD 83)
 KA1697
 KA1697                          SUPERSEDED SURVEY CONTROL
 KA1697
 KA1697.No superseded survey control is available for this station.
 KA1697
 KA1697_MARKER: I = METAL ROD
 KA1697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1697_STAMPING: D 353 1985
 KA1697_MARK LOGO: NGS
 KA1697_PROJECTION: FLUSH
 KA1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1697_ROD/PIPE-DEPTH: 6.7 meters
 KA1697
 KA1697  HISTORY     - Date     Condition        Report By
 KA1697  HISTORY     - 1985     MONUMENTED       NGS
 KA1697
 KA1697                          STATION DESCRIPTION
 KA1697
 KA1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1697'1.2 KM (0.75 MI) NORTH FROM RILEY.
 KA1697'1.2 KM (0.75 MI) NORTHERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1697'WITH STATE HIGHWAY 159 IN RILEY, 17.2 M (56.4 FT) NORTHEAST OF THE
 KA1697'CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTHWEST OF THE CENTER OF
 KA1697'A FIELD ENTRANCE, AND 4.3 M (14.1 FT) SOUTHEAST OF A UTILITY POLE WITH
 KA1697'A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1697'CAP.
 KA1697'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KA1697'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1611 ***********************************************************************
 JA1611  DESIGNATION -  D 354
 JA1611  PID         -  JA1611
 JA1611  STATE/COUNTY-  IN/GREENE
 JA1611  COUNTRY     -  US
 JA1611  USGS QUAD   -  LYONS (2019)
 JA1611
 JA1611                         *CURRENT SURVEY CONTROL
 JA1611  ______________________________________________________________________
 JA1611* NAD 83(1986) POSITION- 38 55 47.     (N) 087 01 07.     (W)   SCALED
 JA1611* NAVD 88 ORTHO HEIGHT -   149.711 (meters)      491.18  (feet) ADJUSTED
 JA1611  ______________________________________________________________________
 JA1611  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 JA1611  DYNAMIC HEIGHT  -        149.619 (meters)      490.88  (feet) COMP
 JA1611  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 JA1611
 JA1611  VERT ORDER      -  FIRST     CLASS II
 JA1611
 JA1611.The horizontal coordinates were scaled from a map and have
 JA1611.an estimated accuracy of +/- 6 seconds.
 JA1611
 JA1611.The orthometric height was determined by differential leveling and
 JA1611.adjusted by the NATIONAL GEODETIC SURVEY
 JA1611.in June 1991.
 JA1611
 JA1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1611.GEOID18 height accuracy estimate available here.
 JA1611
 JA1611.Click photographs - Photos may exist for this station.
 JA1611
 JA1611.The dynamic height is computed by dividing the NAVD 88
 JA1611.geopotential number by the normal gravity value computed on the
 JA1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1611.degrees latitude (g = 980.6199 gals.).
 JA1611
 JA1611.The modeled gravity was interpolated from observed gravity values.
 JA1611
 JA1611;                    North         East    Units  Estimated Accuracy
 JA1611;SPC IN W     -   408,700.      905,610.      MT  (+/- 180 meters Scaled)
 JA1611
 JA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ983089(NAD 83)
 JA1611
 JA1611                          SUPERSEDED SURVEY CONTROL
 JA1611
 JA1611.No superseded survey control is available for this station.
 JA1611
 JA1611_MARKER: DV = VERTICAL CONTROL DISK
 JA1611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1611_SP_SET: BRIDGE ABUTMENT
 JA1611_STAMPING: D 354 1985
 JA1611_MARK LOGO: NGS
 JA1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1611
 JA1611  HISTORY     - Date     Condition        Report By
 JA1611  HISTORY     - 1985     MONUMENTED       NGS
 JA1611
 JA1611                          STATION DESCRIPTION
 JA1611
 JA1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1611'22.2 KM (13.8 MI) SW FROM WORTHINGTON.
 JA1611'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1611'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 16.8 KM (10.45
 JA1611'MI) SOUTHERLY ALONG STATE HIGHWAY 57, SET VERTICALLY IN THE SOUTH FACE
 JA1611'OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE WEST
 JA1611'FORK OF THE WHITE RIVER, 4.9 M (16.1 FT) WEST OF THE CENTERLINE OF THE
 JA1611'HIGHWAY, AND 0.8 M (2.6 FT) EAST OF THE WEST EDGE OF THE ABUTMENT.
 JA1611'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1571 ***********************************************************************
 JA1571  DESIGNATION -  D 355
 JA1571  PID         -  JA1571
 JA1571  STATE/COUNTY-  IN/DAVIESS
 JA1571  COUNTRY     -  US
 JA1571  USGS QUAD   -  SANDY HOOK (2019)
 JA1571
 JA1571                         *CURRENT SURVEY CONTROL
 JA1571  ______________________________________________________________________
 JA1571* NAD 83(1986) POSITION- 38 36 12.     (N) 087 11 41.     (W)   SCALED
 JA1571* NAVD 88 ORTHO HEIGHT -   138.966 (meters)      455.92  (feet) ADJUSTED
 JA1571  ______________________________________________________________________
 JA1571  GEOID HEIGHT    -        -32.240 (meters)                     GEOID18
 JA1571  DYNAMIC HEIGHT  -        138.877 (meters)      455.63  (feet) COMP
 JA1571  MODELED GRAVITY -    979,985.1   (mgal)                       NAVD 88
 JA1571
 JA1571  VERT ORDER      -  FIRST     CLASS II
 JA1571
 JA1571.The horizontal coordinates were scaled from a map and have
 JA1571.an estimated accuracy of +/- 6 seconds.
 JA1571
 JA1571.The orthometric height was determined by differential leveling and
 JA1571.adjusted by the NATIONAL GEODETIC SURVEY
 JA1571.in June 1991.
 JA1571
 JA1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1571.GEOID18 height accuracy estimate available here.
 JA1571
 JA1571.Click photographs - Photos may exist for this station.
 JA1571
 JA1571.The dynamic height is computed by dividing the NAVD 88
 JA1571.geopotential number by the normal gravity value computed on the
 JA1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1571.degrees latitude (g = 980.6199 gals.).
 JA1571
 JA1571.The modeled gravity was interpolated from observed gravity values.
 JA1571
 JA1571;                    North         East    Units  Estimated Accuracy
 JA1571;SPC IN W     -   372,470.      890,300.      MT  (+/- 180 meters Scaled)
 JA1571
 JA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH830727(NAD 83)
 JA1571
 JA1571                          SUPERSEDED SURVEY CONTROL
 JA1571
 JA1571.No superseded survey control is available for this station.
 JA1571
 JA1571_MARKER: I = METAL ROD
 JA1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1571_STAMPING: D 355 1986
 JA1571_MARK LOGO: NGS
 JA1571_PROJECTION: FLUSH
 JA1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1571_ROD/PIPE-DEPTH: 4.9 meters
 JA1571
 JA1571  HISTORY     - Date     Condition        Report By
 JA1571  HISTORY     - 1986     MONUMENTED       NGS
 JA1571
 JA1571                          STATION DESCRIPTION
 JA1571
 JA1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1571'6.0 KM (3.7 MI) SW FROM WASHINGTON.
 JA1571'6.0 KM (3.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1571'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 84.4 M (276.9 FT)
 JA1571'SOUTHWEST OF THE SOUTHWEST END OF A HIGHWAY BRIDGE SPANNING VEALES
 JA1571'CREEK, 13.0 M (42.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.6 M
 JA1571'(15.1 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, AND 0.9 M (3.0 FT)
 JA1571'NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1571'THROUGH A 5-INCH LOGO CAP.
 JA1571'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1590 ***********************************************************************
 JA1590  DESIGNATION -  D 356
 JA1590  PID         -  JA1590
 JA1590  STATE/COUNTY-  IN/GIBSON
 JA1590  COUNTRY     -  US
 JA1590  USGS QUAD   -  OAKLAND CITY (2019)
 JA1590
 JA1590                         *CURRENT SURVEY CONTROL
 JA1590  ______________________________________________________________________
 JA1590* NAD 83(1986) POSITION- 38 18 15.     (N) 087 22 26.     (W)   SCALED
 JA1590* NAVD 88 ORTHO HEIGHT -   147.876 (meters)      485.16  (feet) ADJUSTED
 JA1590  ______________________________________________________________________
 JA1590  GEOID HEIGHT    -        -31.683 (meters)                     GEOID18
 JA1590  DYNAMIC HEIGHT  -        147.778 (meters)      484.84  (feet) COMP
 JA1590  MODELED GRAVITY -    979,962.8   (mgal)                       NAVD 88
 JA1590
 JA1590  VERT ORDER      -  FIRST     CLASS II
 JA1590
 JA1590.The horizontal coordinates were scaled from a map and have
 JA1590.an estimated accuracy of +/- 6 seconds.
 JA1590
 JA1590.The orthometric height was determined by differential leveling and
 JA1590.adjusted by the NATIONAL GEODETIC SURVEY
 JA1590.in June 1991.
 JA1590
 JA1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1590.GEOID18 height accuracy estimate available here.
 JA1590
 JA1590.Click photographs - Photos may exist for this station.
 JA1590
 JA1590.The dynamic height is computed by dividing the NAVD 88
 JA1590.geopotential number by the normal gravity value computed on the
 JA1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1590.degrees latitude (g = 980.6199 gals.).
 JA1590
 JA1590.The modeled gravity was interpolated from observed gravity values.
 JA1590
 JA1590;                    North         East    Units  Estimated Accuracy
 JA1590;SPC IN W     -   339,300.      874,590.      MT  (+/- 180 meters Scaled)
 JA1590
 JA1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH673396(NAD 83)
 JA1590
 JA1590                          SUPERSEDED SURVEY CONTROL
 JA1590
 JA1590.No superseded survey control is available for this station.
 JA1590
 JA1590_MARKER: I = METAL ROD
 JA1590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1590_STAMPING: D 356 1986
 JA1590_MARK LOGO: NGS
 JA1590_PROJECTION: FLUSH
 JA1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1590_ROD/PIPE-DEPTH: 4.9 meters
 JA1590
 JA1590  HISTORY     - Date     Condition        Report By
 JA1590  HISTORY     - 1986     MONUMENTED       NGS
 JA1590
 JA1590                          STATION DESCRIPTION
 JA1590
 JA1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1590'IN OAK HILL.
 JA1590'IN OAK HILL, AT THE INTERSECTION OF STATE HIGHWAY 57 AND MCCULLOUGH
 JA1590'ROAD (COUNTY ROAD 350 SOUTH), 69.8 M (229.0 FT) EAST OF THE HIGHWAY
 JA1590'CENTERLINE, 6.6 M (21.7 FT) WEST OF THE CENTER OF A GATE AND DRIVEWAY
 JA1590'LEADING SOUTHWEST TO A GARAGE, 6.0 M (19.7 FT) SOUTH OF THE ROAD
 JA1590'CENTER, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE WITH A STREET LIGHT.
 JA1590'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1590'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JA1590'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2849 ***********************************************************************
 JZ2849  DESIGNATION -  D 357
 JZ2849  PID         -  JZ2849
 JZ2849  STATE/COUNTY-  IN/SHELBY
 JZ2849  COUNTRY     -  US
 JZ2849  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2849
 JZ2849                         *CURRENT SURVEY CONTROL
 JZ2849  ______________________________________________________________________
 JZ2849* NAD 83(1986) POSITION- 39 33 50.     (N) 085 47 41.     (W)   SCALED
 JZ2849* NAVD 88 ORTHO HEIGHT -   242.511 (meters)      795.64  (feet) ADJUSTED
 JZ2849  ______________________________________________________________________
 JZ2849  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JZ2849  DYNAMIC HEIGHT  -        242.370 (meters)      795.18  (feet) COMP
 JZ2849  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 JZ2849
 JZ2849  VERT ORDER      -  FIRST     CLASS II
 JZ2849
 JZ2849.The horizontal coordinates were scaled from a map and have
 JZ2849.an estimated accuracy of +/- 6 seconds.
 JZ2849
 JZ2849.The orthometric height was determined by differential leveling and
 JZ2849.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2849.in June 1991.
 JZ2849
 JZ2849.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2849.GEOID18 height accuracy estimate available here.
 JZ2849
 JZ2849.Click photographs - Photos may exist for this station.
 JZ2849
 JZ2849.The dynamic height is computed by dividing the NAVD 88
 JZ2849.geopotential number by the normal gravity value computed on the
 JZ2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2849.degrees latitude (g = 980.6199 gals.).
 JZ2849
 JZ2849.The modeled gravity was interpolated from observed gravity values.
 JZ2849
 JZ2849;                    North         East    Units  Estimated Accuracy
 JZ2849;SPC IN E     -   479,110.       89,000.      MT  (+/- 180 meters Scaled)
 JZ2849
 JZ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ035800(NAD 83)
 JZ2849
 JZ2849                          SUPERSEDED SURVEY CONTROL
 JZ2849
 JZ2849.No superseded survey control is available for this station.
 JZ2849
 JZ2849_MARKER: DV = VERTICAL CONTROL DISK
 JZ2849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2849_SP_SET: PIER
 JZ2849_STAMPING: D 357 1986
 JZ2849_MARK LOGO: NGS
 JZ2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2849
 JZ2849  HISTORY     - Date     Condition        Report By
 JZ2849  HISTORY     - 1986     MONUMENTED       NGS
 JZ2849
 JZ2849                          STATION DESCRIPTION
 JZ2849
 JZ2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2849'6.6 KM (4.1 MI) NW FROM SHELBYVILLE.
 JZ2849'6.6 KM (4.1 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2849'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2849'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 5 COLUMNS OF THE CENTER
 JZ2849'PIER OF COUNTY ROAD 100 WEST OVERPASS OF THE HIGHWAY, 13.1 M (43.0 FT)
 JZ2849'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2849'HIGHWAY, AND 12.8 M (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2849'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2849'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2822 ***********************************************************************
 JZ2822  DESIGNATION -  D 358
 JZ2822  PID         -  JZ2822
 JZ2822  STATE/COUNTY-  IN/DECATUR
 JZ2822  COUNTRY     -  US
 JZ2822  USGS QUAD   -  GREENSBURG (2019)
 JZ2822
 JZ2822                         *CURRENT SURVEY CONTROL
 JZ2822  ______________________________________________________________________
 JZ2822* NAD 83(1986) POSITION- 39 19 47.2    (N) 085 29 19.8    (W)   HD_HELD2
 JZ2822* NAVD 88 ORTHO HEIGHT -   285.198 (meters)      935.69  (feet) ADJUSTED
 JZ2822  ______________________________________________________________________
 JZ2822  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ2822  DYNAMIC HEIGHT  -        285.019 (meters)      935.10  (feet) COMP
 JZ2822  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JZ2822
 JZ2822  VERT ORDER      -  FIRST     CLASS II
 JZ2822
 JZ2822.The horizontal coordinates were established by autonomous hand held GPS
 JZ2822.observations and have an estimated accuracy of +/- 10 meters.
 JZ2822
 JZ2822.The orthometric height was determined by differential leveling and
 JZ2822.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2822.in June 1991.
 JZ2822
 JZ2822.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2822.GEOID18 height accuracy estimate available here.
 JZ2822
 JZ2822.Click photographs - Photos may exist for this station.
 JZ2822
 JZ2822.The dynamic height is computed by dividing the NAVD 88
 JZ2822.geopotential number by the normal gravity value computed on the
 JZ2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2822.degrees latitude (g = 980.6199 gals.).
 JZ2822
 JZ2822.The modeled gravity was interpolated from observed gravity values.
 JZ2822
 JZ2822;                    North         East    Units  Estimated Accuracy
 JZ2822;SPC IN E     -   453,122.      115,333.      MT  (+/- 10 meters HH2 GPS)
 JZ2822
 JZ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3024754462(NAD 83)
 JZ2822
 JZ2822                          SUPERSEDED SURVEY CONTROL
 JZ2822
 JZ2822.No superseded survey control is available for this station.
 JZ2822
 JZ2822_MARKER: I = METAL ROD
 JZ2822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2822_STAMPING: D 358 1986
 JZ2822_MARK LOGO: NGS
 JZ2822_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2822+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2013
 JZ2822_ROD/PIPE-DEPTH: 6.5 meters
 JZ2822
 JZ2822  HISTORY     - Date     Condition        Report By
 JZ2822  HISTORY     - 1986     MONUMENTED       NGS
 JZ2822  HISTORY     - 20131116 GOOD             GEOCAC
 JZ2822
 JZ2822                          STATION DESCRIPTION
 JZ2822
 JZ2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2822'IN GREENSBURG.
 JZ2822'IN GREENSBURG, AT THE INTERSECTION OF THOMAS AND IRELAND STREETS, 9.6
 JZ2822'M (31.5 FT) EAST OF THE CENTER OF IRELAND STREET, 4.4 M (14.4 FT)
 JZ2822'NORTH OF THE CENTER OF THOMAS STREET, AND 2.0 M (6.6 FT)
 JZ2822'EAST-NORTHEAST OF A UTILITY POLE WITH A STREET LIGHT.  NOTE--ACCESS TO
 JZ2822'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2822'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 JZ2822
 JZ2822                          STATION RECOVERY (2013)
 JZ2822
 JZ2822'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2822'FOUND AS DESCRIBED THOUGH IT WAS BURIED IN DIRT AND GRASS. MARK IS IN
 JZ2822'GOOD SHAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2791 ***********************************************************************
 JZ2791  DESIGNATION -  D 359
 JZ2791  PID         -  JZ2791
 JZ2791  STATE/COUNTY-  IN/DEARBORN
 JZ2791  COUNTRY     -  US
 JZ2791  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ2791
 JZ2791                         *CURRENT SURVEY CONTROL
 JZ2791  ______________________________________________________________________
 JZ2791* NAD 83(1986) POSITION- 39 06 32.     (N) 084 51 40.     (W)   SCALED
 JZ2791* NAVD 88 ORTHO HEIGHT -   161.744 (meters)      530.66  (feet) ADJUSTED
 JZ2791  ______________________________________________________________________
 JZ2791  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ2791  DYNAMIC HEIGHT  -        161.644 (meters)      530.33  (feet) COMP
 JZ2791  MODELED GRAVITY -    980,002.3   (mgal)                       NAVD 88
 JZ2791
 JZ2791  VERT ORDER      -  FIRST     CLASS II
 JZ2791
 JZ2791.The horizontal coordinates were scaled from a map and have
 JZ2791.an estimated accuracy of +/- 6 seconds.
 JZ2791
 JZ2791.The orthometric height was determined by differential leveling and
 JZ2791.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2791.in June 1991.
 JZ2791
 JZ2791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2791.GEOID18 height accuracy estimate available here.
 JZ2791
 JZ2791.Click photographs - Photos may exist for this station.
 JZ2791
 JZ2791.The dynamic height is computed by dividing the NAVD 88
 JZ2791.geopotential number by the normal gravity value computed on the
 JZ2791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2791.degrees latitude (g = 980.6199 gals.).
 JZ2791
 JZ2791.The modeled gravity was interpolated from observed gravity values.
 JZ2791
 JZ2791;                    North         East    Units  Estimated Accuracy
 JZ2791;SPC IN E     -   428,890.      169,670.      MT  (+/- 180 meters Scaled)
 JZ2791
 JZ2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ849310(NAD 83)
 JZ2791
 JZ2791                          SUPERSEDED SURVEY CONTROL
 JZ2791
 JZ2791  NGVD 29 (06/03/91)  161.952  (m)          531.34   (f) ADJUSTED    1 2
 JZ2791
 JZ2791.Superseded values are not recommended for survey control.
 JZ2791
 JZ2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2791.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2791
 JZ2791_MARKER: F = FLANGE-ENCASED ROD
 JZ2791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2791_STAMPING: D 359 1986
 JZ2791_MARK LOGO: NGS
 JZ2791_PROJECTION: FLUSH
 JZ2791_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2791+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2025
 JZ2791_ROD/PIPE-DEPTH: 22.6 meters
 JZ2791
 JZ2791  HISTORY     - Date     Condition        Report By
 JZ2791  HISTORY     - 1986     MONUMENTED       NGS
 JZ2791  HISTORY     - 20110316 MARK NOT FOUND   PICI
 JZ2791  HISTORY     - 20251216 GOOD             HWCENG
 JZ2791
 JZ2791                          STATION DESCRIPTION
 JZ2791
 JZ2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2791'IN GREENDALE.
 JZ2791'IN GREENDALE, AT THE INTERSECTION OF RIDGE AVENUE AND PROBASCOST
 JZ2791'STREET, 74.4 M (244.1 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 JZ2791'6.6 M (21.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, AND 0.8 M (2.6
 JZ2791'FT) SOUTH OF UTILITY POLE NUMBER K08M732.  NOTE--ACCESS TO DATUM POINT
 JZ2791'IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2791'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 JZ2791
 JZ2791                          STATION RECOVERY (2011)
 JZ2791
 JZ2791'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 JZ2791'AREA IS AS DESCRIBED EXCEPT UTILITY POLE IS NOW A NEWER METAL POLE,
 JZ2791'BELIEVE OLD WOODEN POLE IS GONE AND MARK WITH IT. ALSO NEW ROAD SIGNS
 JZ2791'WITHIN 2.5' OF NEW POLE. NO DIP WITH METAL LOCATOR OR WITH PROBE.
 JZ2791
 JZ2791                          STATION RECOVERY (2025)
 JZ2791
 JZ2791'RECOVERY NOTE BY HWC ENGINEERING 2025 (TE)
 JZ2791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1724 ***********************************************************************
 KA1724  DESIGNATION -  D 360
 KA1724  PID         -  KA1724
 KA1724  STATE/COUNTY-  IN/VIGO
 KA1724  COUNTRY     -  US
 KA1724  USGS QUAD   -  TERRE HAUTE (2019)
 KA1724
 KA1724                         *CURRENT SURVEY CONTROL
 KA1724  ______________________________________________________________________
 KA1724* NAD 83(1986) POSITION- 39 29 26.     (N) 087 24 25.     (W)   SCALED
 KA1724* NAVD 88 ORTHO HEIGHT -   149.140 (meters)      489.30  (feet) ADJUSTED
 KA1724  ______________________________________________________________________
 KA1724  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 KA1724  DYNAMIC HEIGHT  -        149.056 (meters)      489.03  (feet) COMP
 KA1724  MODELED GRAVITY -    980,059.1   (mgal)                       NAVD 88
 KA1724
 KA1724  VERT ORDER      -  FIRST     CLASS II
 KA1724
 KA1724.The horizontal coordinates were scaled from a map and have
 KA1724.an estimated accuracy of +/- 6 seconds.
 KA1724
 KA1724.The orthometric height was determined by differential leveling and
 KA1724.adjusted by the NATIONAL GEODETIC SURVEY
 KA1724.in June 1991.
 KA1724
 KA1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1724.GEOID18 height accuracy estimate available here.
 KA1724
 KA1724.Click photographs - Photos may exist for this station.
 KA1724
 KA1724.The dynamic height is computed by dividing the NAVD 88
 KA1724.geopotential number by the normal gravity value computed on the
 KA1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1724.degrees latitude (g = 980.6199 gals.).
 KA1724
 KA1724.The modeled gravity was interpolated from observed gravity values.
 KA1724
 KA1724;                    North         East    Units  Estimated Accuracy
 KA1724;SPC IN W     -   471,010.      872,160.      MT  (+/- 180 meters Scaled)
 KA1724
 KA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ650712(NAD 83)
 KA1724
 KA1724                          SUPERSEDED SURVEY CONTROL
 KA1724
 KA1724.No superseded survey control is available for this station.
 KA1724
 KA1724_MARKER: I = METAL ROD
 KA1724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1724_STAMPING: D 360 1986
 KA1724_MARK LOGO: NGS
 KA1724_PROJECTION: FLUSH
 KA1724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1724_ROD/PIPE-DEPTH: 25.6 meters
 KA1724
 KA1724  HISTORY     - Date     Condition        Report By
 KA1724  HISTORY     - 1986     MONUMENTED       NGS
 KA1724
 KA1724                          STATION DESCRIPTION
 KA1724
 KA1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1724'IN TERRE HAUTE.
 KA1724'IN TERRE HAUTE, AT 2035 WOODLAWN AVENUE, 54.6 M (179.1 FT) EAST OF THE
 KA1724'CENTER OF THE AVENUE, 12.8 M (42.0 FT) EAST OF THE NORTHEAST CORNER OF
 KA1724'A HOUSE AT 2035 WOODLAWN AVENUE, 8.4 M (27.6 FT) SOUTH OF THE CENTER
 KA1724'OF LINDEN STREET, 3.7 M (12.1 FT) WEST-NORTHWEST OF A UTILITY POLE,
 KA1724'AND 1.6 M (5.3 FT) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER.
 KA1724'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1724'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 KA1724'THE MARK IS ABOVE LEVEL WITH LINDEN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1750 ***********************************************************************
 KA1750  CBN         -  This is a Cooperative Base Network Control Station.
 KA1750  DESIGNATION -  D 361
 KA1750  PID         -  KA1750
 KA1750  STATE/COUNTY-  IN/VERMILLION
 KA1750  COUNTRY     -  US
 KA1750  USGS QUAD   -  DANA (2019)
 KA1750
 KA1750                         *CURRENT SURVEY CONTROL
 KA1750  ______________________________________________________________________
 KA1750* NAD 83(2011) POSITION- 39 50 19.01558(N) 087 24 39.36172(W)   ADJUSTED
 KA1750* NAD 83(2011) ELLIP HT-   166.651 (meters)        (06/27/12)   ADJUSTED
 KA1750* NAD 83(2011) EPOCH   -  2010.00
 KA1750* NAVD 88 ORTHO HEIGHT -   199.531 (meters)      654.63  (feet) ADJUSTED
 KA1750  ______________________________________________________________________
 KA1750  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 KA1750  NAD 83(2011) X  -    221,540.321 (meters)                     COMP
 KA1750  NAD 83(2011) Y  - -4,899,328.040 (meters)                     COMP
 KA1750  NAD 83(2011) Z  -  4,064,349.360 (meters)                     COMP
 KA1750  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC18
 KA1750  DYNAMIC HEIGHT  -        199.423 (meters)      654.27  (feet) COMP
 KA1750  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 KA1750
 KA1750  VERT ORDER      -  FIRST     CLASS II
 KA1750
 KA1750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1750  Standards:
 KA1750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1750  -------------------------------------------------------------------
 KA1750  NETWORK    0.33   0.73           0.15   0.11   0.37      0.04600881
 KA1750  -------------------------------------------------------------------
 KA1750  Click here for local accuracies and other accuracy information.
 KA1750
 KA1750.The horizontal coordinates were established by GPS observations
 KA1750.and adjusted by the National Geodetic Survey in June 2012.
 KA1750
 KA1750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1750.been affixed to the stable North American tectonic plate. See 
 KA1750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1750
 KA1750.The horizontal coordinates are valid at the epoch date displayed above
 KA1750.which is a decimal equivalence of Year/Month/Day.
 KA1750
 KA1750.The orthometric height was determined by differential leveling and
 KA1750.adjusted by the NATIONAL GEODETIC SURVEY
 KA1750.in June 1991.
 KA1750
 KA1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1750.GEOID18 height accuracy estimate available here.
 KA1750
 KA1750.Click photographs - Photos may exist for this station.
 KA1750
 KA1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1750
 KA1750.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1750
 KA1750.The ellipsoidal height was determined by GPS observations
 KA1750.and is referenced to NAD 83.
 KA1750
 KA1750.The dynamic height is computed by dividing the NAVD 88
 KA1750.geopotential number by the normal gravity value computed on the
 KA1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1750.degrees latitude (g = 980.6199 gals.).
 KA1750
 KA1750.The modeled gravity was interpolated from observed gravity values.
 KA1750
 KA1750. The following values were computed from the NAD 83(2011) position.
 KA1750
 KA1750;                    North         East     Units Scale Factor Converg.
 KA1750;SPC IN W     -   509,650.563   871,960.092   MT  0.99997634   -0 12 35.5
 KA1750;SPC IN W     - 1,672,078.56  2,860,755.74   sFT  0.99997634   -0 12 35.5
 KA1750;UTM  16      - 4,409,926.135   464,840.321   MT  0.99961522   -0 15 47.7
 KA1750
 KA1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1750!SPC IN W     -   0.99997386  x   0.99997634  =   0.99995020
 KA1750!UTM  16      -   0.99997386  x   0.99961522  =   0.99958909
 KA1750
 KA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6484009926(NAD 83)
 KA1750
 KA1750                          SUPERSEDED SURVEY CONTROL
 KA1750
 KA1750  NAD 83(2007)-  39 50 19.01566(N)    087 24 39.36263(W) AD(2002.00) 0
 KA1750  ELLIP H (02/10/07)  166.671  (m)                       GP(2002.00)    
 KA1750  NAD 83(1997)-  39 50 19.01566(N)    087 24 39.36265(W) AD(       ) B
 KA1750  ELLIP H (04/10/98)  166.672  (m)                       GP(       ) 4 1
 KA1750  NAVD 88             199.53   (m)          654.6    (f) LEVELING    3  
 KA1750
 KA1750.Superseded values are not recommended for survey control.
 KA1750
 KA1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1750.See file dsdata.pdf to determine how the superseded data were derived.
 KA1750
 KA1750_MARKER: F = FLANGE-ENCASED ROD
 KA1750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1750_STAMPING: D 361 1986
 KA1750_MARK LOGO: NGS
 KA1750_PROJECTION: PROJECTING 2 CENTIMETERS
 KA1750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1750+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2017
 KA1750_ROD/PIPE-DEPTH: 7.3 meters
 KA1750
 KA1750  HISTORY     - Date     Condition        Report By
 KA1750  HISTORY     - 1986     MONUMENTED       NGS
 KA1750  HISTORY     - 19970814 GOOD             SEC
 KA1750  HISTORY     - 19980723 GOOD             WOOLPT
 KA1750  HISTORY     - 20001229 GOOD             ZAMBRA
 KA1750  HISTORY     - 20160315 GOOD             INDIV
 KA1750  HISTORY     - 20170313 GOOD             INDOT
 KA1750
 KA1750                          STATION DESCRIPTION
 KA1750
 KA1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1750'14.0 KM (8.7 MI) SOUTH FROM CAYUGA.
 KA1750'14.0 KM (8.7 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1750'WITH STATE HIGHWAY 234 IN CAYUGA, 60.9 M (199.8 FT) NORTH OF THE
 KA1750'CENTER OF COUNTY ROAD 300 S, 36.9 M (121.1 FT) WEST OF THE CENTERLINE
 KA1750'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 25.0 M (82.0 FT)
 KA1750'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE STONEWORK NEWPORT ARMY
 KA1750'AMUNITION PLANT SIGN, AND 1.9 M (6.2 FT) NORTH OF THE SOUTH END OF A
 KA1750'WOVEN WIRE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1750'LOGO CAP.
 KA1750'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 KA1750'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1750
 KA1750                          STATION RECOVERY (1997)
 KA1750
 KA1750'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1750'STATION IS 3 MILES (4.8 KM) SOUTH OF NEWPORT, ON STATE ROAD 63.  TO
 KA1750'REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 31 WITH STATE ROAD 63,
 KA1750'GO NORTH ON STATE ROAD 63 FOR 3.1 MILES (5.0 KM) TO SOUTH ENTRANCE OF
 KA1750'NEWPORT CHEMICAL DEPOT AND THE STATION ON THE LEFT (WEST) SIDE OF
 KA1750'STATE ROAD 63 AND THE NORTH SIDE OF ENTRANCE ROAD.  THE MARK IS EAST
 KA1750'OF RIGHT-OF-WAY FENCE APPARENTLY ON STATE HIGHWAY RIGHT-OF-WAY, BUT IS
 KA1750'UNDER WATCH OF PLANT SECURITY.  POINT OF CONTACT AT NEWPORT CHEMICAL
 KA1750'DEPOT IS KEVIN RUDDUCK, PHONE 765-245-2251. POINT OF CONTACT AT INDOT
 KA1750'IS HENRY ALDRIDGE, 100 N. SENATE AVENUE, INDIANAPOLIS IN 46204.  THE
 KA1750'STATION IS A STAINLESS STEEL ROD 0.07 METERS (0.23 FT) BELOW 5-INCH
 KA1750'LOGO CAP.  THE MARK IS 60.9 METERS (199.8 FT) NORTH OF THE CENTERLINE
 KA1750'OF ENTRANCE ROAD/COUNTY ROAD 300 SOUTH, 36.9 METERS (121.1 FT) WEST OF
 KA1750'THE CENTERLINE OF STATE ROAD 63 SOUTHBOUND LANES, 24.9 NORTHWEST OF
 KA1750'THE NORTHEAST CORNER OF THE STONEWORK NEWPORT CHEMICAL DEPOT SIGN
 KA1750'BASE, 25.5 METERS (83.7 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 KA1750'SAID SIGN, 1.93 METERS (6.33 FT) NORTH OF THE SOUTH END OF THE WOVEN
 KA1750'WIRE RIGHT-OF-WAY FENCE AND 0.5 METERS (1.6 FT) EAST OF FENCE AND
 KA1750'FIBERGLASS WITNESS POST.
 KA1750
 KA1750                          STATION RECOVERY (1998)
 KA1750
 KA1750'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (KRB)
 KA1750'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (KRB).
 KA1750
 KA1750                          STATION RECOVERY (2000)
 KA1750
 KA1750'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1750'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1750'RECOVERED  IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION OF
 KA1750'STATE ROUTE 63 WITH THE JUNCTION OF STATE ROUTE 71 WEST OF
 KA1750'NEWPORT GO SOUTH ON STATE ROUTE 63 FOR 5.2 MILES AND THE STATION
 KA1750'ON THE RIGHT AS DESCRIBED
 KA1750
 KA1750                          STATION RECOVERY (2016)
 KA1750
 KA1750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 KA1750'RECOVERED AS DESCRIBED
 KA1750
 KA1750                          STATION RECOVERY (2017)
 KA1750
 KA1750'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (SM)
 KA1750'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2112 ***********************************************************************
 LB2112  DESIGNATION -  D 366
 LB2112  PID         -  LB2112
 LB2112  STATE/COUNTY-  IN/VERMILLION
 LB2112  COUNTRY     -  US
 LB2112  USGS QUAD   -  DANVILLE NE (2018)
 LB2112
 LB2112                         *CURRENT SURVEY CONTROL
 LB2112  ______________________________________________________________________
 LB2112* NAD 83(1986) POSITION- 40 07 58.     (N) 087 31 52.     (W)   SCALED
 LB2112* NAVD 88 ORTHO HEIGHT -   197.684 (meters)      648.57  (feet) ADJUSTED
 LB2112  ______________________________________________________________________
 LB2112  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 LB2112  DYNAMIC HEIGHT  -        197.585 (meters)      648.24  (feet) COMP
 LB2112  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 LB2112
 LB2112  VERT ORDER      -  FIRST     CLASS II
 LB2112
 LB2112.The horizontal coordinates were scaled from a map and have
 LB2112.an estimated accuracy of +/- 6 seconds.
 LB2112
 LB2112.The orthometric height was determined by differential leveling and
 LB2112.adjusted by the NATIONAL GEODETIC SURVEY
 LB2112.in June 1991.
 LB2112
 LB2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2112.GEOID18 height accuracy estimate available here.
 LB2112
 LB2112.Click photographs - Photos may exist for this station.
 LB2112
 LB2112.The dynamic height is computed by dividing the NAVD 88
 LB2112.geopotential number by the normal gravity value computed on the
 LB2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2112.degrees latitude (g = 980.6199 gals.).
 LB2112
 LB2112.The modeled gravity was interpolated from observed gravity values.
 LB2112
 LB2112;                    North         East    Units  Estimated Accuracy
 LB2112;SPC IN W     -   542,360.      861,840.      MT  (+/- 180 meters Scaled)
 LB2112
 LB2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK547426(NAD 83)
 LB2112
 LB2112                          SUPERSEDED SURVEY CONTROL
 LB2112
 LB2112.No superseded survey control is available for this station.
 LB2112
 LB2112_MARKER: I = METAL ROD
 LB2112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2112_STAMPING: D 366 1986
 LB2112_MARK LOGO: NGS
 LB2112_PROJECTION: FLUSH
 LB2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2112_ROD/PIPE-DEPTH: 7.3 meters
 LB2112
 LB2112  HISTORY     - Date     Condition        Report By
 LB2112  HISTORY     - 1986     MONUMENTED       NGS
 LB2112
 LB2112                          STATION DESCRIPTION
 LB2112
 LB2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2112'9.2 KM (5.7 MI) EAST FROM DANVILLE IL.
 LB2112'9.2 KM (5.7 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION WITH
 LB2112'U.S. HIGHWAY 150 IN DANVILLE IL, 38.1 M (125.0 FT) EAST OF THE
 LB2112'ILLINOIS-INDIANA STATE LINE, 33.5 M (109.9 FT) NORTH-NORTHEAST OF THE
 LB2112'NORTHEAST CORNER OF A METAL POLE BARN, AND 16.3 M (53.5 FT) SOUTH OF
 LB2112'THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 LB2112'THROUGH A 5-INCH LOGO CAP.
 LB2112'THE MARK IS 5.1 METERS  S FROM  A WITNESS POST
 LB2112'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3361 ***********************************************************************
 ME3361  DESIGNATION -  D 367
 ME3361  PID         -  ME3361
 ME3361  STATE/COUNTY-  IN/LAKE
 ME3361  COUNTRY     -  US
 ME3361  USGS QUAD   -  WHITING (2019)
 ME3361
 ME3361                         *CURRENT SURVEY CONTROL
 ME3361  ______________________________________________________________________
 ME3361* NAD 83(1986) POSITION- 41 38 48.     (N) 087 26 28.     (W)   SCALED
 ME3361* NAVD 88 ORTHO HEIGHT -   180.049 (meters)      590.71  (feet) ADJUSTED
 ME3361  ______________________________________________________________________
 ME3361  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 ME3361  DYNAMIC HEIGHT  -        179.985 (meters)      590.50  (feet) COMP
 ME3361  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 ME3361
 ME3361  VERT ORDER      -  FIRST     CLASS II
 ME3361
 ME3361.The horizontal coordinates were scaled from a map and have
 ME3361.an estimated accuracy of +/- 6 seconds.
 ME3361
 ME3361.The orthometric height was determined by differential leveling and
 ME3361.adjusted by the NATIONAL GEODETIC SURVEY
 ME3361.in April 1995.
 ME3361
 ME3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3361.GEOID18 height accuracy estimate available here.
 ME3361
 ME3361.Click photographs - Photos may exist for this station.
 ME3361
 ME3361.The dynamic height is computed by dividing the NAVD 88
 ME3361.geopotential number by the normal gravity value computed on the
 ME3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3361.degrees latitude (g = 980.6199 gals.).
 ME3361
 ME3361.The modeled gravity was interpolated from observed gravity values.
 ME3361
 ME3361;                    North         East    Units  Estimated Accuracy
 ME3361;SPC IN W     -   710,440.      870,200.      MT  (+/- 180 meters Scaled)
 ME3361
 ME3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM632106(NAD 83)
 ME3361
 ME3361                          SUPERSEDED SURVEY CONTROL
 ME3361
 ME3361  NGVD 29 (01/19/93)  180.161  (m)          591.08   (f) ADJUSTED    1 2
 ME3361
 ME3361.Superseded values are not recommended for survey control.
 ME3361
 ME3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3361.See file dsdata.pdf to determine how the superseded data were derived.
 ME3361
 ME3361_MARKER: DV = VERTICAL CONTROL DISK
 ME3361_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3361_SP_SET: BUILDING
 ME3361_STAMPING: D 367 1992
 ME3361_MARK LOGO: NGS
 ME3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3361+STABILITY: POSITION/ELEVATION WELL
 ME3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3361+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2015
 ME3361
 ME3361  HISTORY     - Date     Condition        Report By
 ME3361  HISTORY     - 1992     MONUMENTED       NGS
 ME3361  HISTORY     - 20131026 GOOD             GEODES
 ME3361  HISTORY     - 20150914 GOOD             INDOT
 ME3361
 ME3361                          STATION DESCRIPTION
 ME3361
 ME3361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3361'IN EAST CHICAGO, SET VERTICALLY IN THE NORTHEAST FACE OF THE LAKEWOOD
 ME3361'APARTMENTS AT 3405 LINCOLN STREET, 31.9 M (104.7 FT) SOUTHEAST OF THE
 ME3361'CENTER OF LINCOLN STREET, 10.9 M (35.8 FT) SOUTHWEST OF THE
 ME3361'CENTERLINE OF GUTHRIE STREET, 1.4 M (4.6 FT) ABOVE THE GROUND
 ME3361'SURFACE, AND 0.4 M (1.3 FT) NORTHWEST OF THE EAST CORNER OF THE
 ME3361'BUILDING.
 ME3361
 ME3361                          STATION RECOVERY (2013)
 ME3361
 ME3361'RECOVERY NOTE BY GEODETIC DESIGNS INC. 2013 (GMB)
 ME3361'RECOVERED IN GOOD CONDITION.
 ME3361
 ME3361                          STATION RECOVERY (2015)
 ME3361
 ME3361'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME3361'GUTHRIE STREET IS NOW MARTIN LUTHER KING DRIVE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1958 ***********************************************************************
 MD1958  DESIGNATION -  D 368
 MD1958  PID         -  MD1958
 MD1958  STATE/COUNTY-  IN/KOSCIUSKO
 MD1958  COUNTRY     -  US
 MD1958  USGS QUAD   -  BURKET (2019)
 MD1958
 MD1958                         *CURRENT SURVEY CONTROL
 MD1958  ______________________________________________________________________
 MD1958* NAD 83(1986) POSITION- 41 14 26.     (N) 085 53 55.     (W)   SCALED
 MD1958* NAVD 88 ORTHO HEIGHT -   250.882 (meters)      823.10  (feet) ADJUSTED
 MD1958  ______________________________________________________________________
 MD1958  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 MD1958  DYNAMIC HEIGHT  -        250.776 (meters)      822.75  (feet) COMP
 MD1958  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 MD1958
 MD1958  VERT ORDER      -  FIRST     CLASS II
 MD1958
 MD1958.The horizontal coordinates were scaled from a map and have
 MD1958.an estimated accuracy of +/- 6 seconds.
 MD1958
 MD1958.The orthometric height was determined by differential leveling and
 MD1958.adjusted by the NATIONAL GEODETIC SURVEY
 MD1958.in April 1995.
 MD1958
 MD1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1958.GEOID18 height accuracy estimate available here.
 MD1958
 MD1958.Click photographs - Photos may exist for this station.
 MD1958
 MD1958.The dynamic height is computed by dividing the NAVD 88
 MD1958.geopotential number by the normal gravity value computed on the
 MD1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1958.degrees latitude (g = 980.6199 gals.).
 MD1958
 MD1958.The modeled gravity was interpolated from observed gravity values.
 MD1958
 MD1958;                    North         East    Units  Estimated Accuracy
 MD1958;SPC IN E     -   665,300.       80,560.      MT  (+/- 180 meters Scaled)
 MD1958
 MD1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL922660(NAD 83)
 MD1958
 MD1958                          SUPERSEDED SURVEY CONTROL
 MD1958
 MD1958  NGVD 29 (01/19/93)  251.012  (m)          823.53   (f) ADJUSTED    1 2
 MD1958
 MD1958.Superseded values are not recommended for survey control.
 MD1958
 MD1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1958.See file dsdata.pdf to determine how the superseded data were derived.
 MD1958
 MD1958_MARKER: I = METAL ROD
 MD1958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1958_STAMPING: D 368 1992
 MD1958_MARK LOGO: NGS
 MD1958_PROJECTION: FLUSH
 MD1958_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1958+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1958_ROD/PIPE-DEPTH: 6.1 meters
 MD1958
 MD1958  HISTORY     - Date     Condition        Report By
 MD1958  HISTORY     - 1992     MONUMENTED       NGS
 MD1958
 MD1958                          STATION DESCRIPTION
 MD1958
 MD1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1958'3.6 KM (2.25 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1958'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 137.0 M (449.5 FT)
 MD1958'SOUTHEAST OF THE CORNER OF A CHAIN-LINK FENCE, 17.9 M (58.7 FT)
 MD1958'NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 0.9 M (3.0 FT) SOUTH OF
 MD1958'A T-FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 MD1958'(1.0 FT) BELOW THE LEVEL OF THE TRACK. NOTE--ACCESS TO THE DATUM
 MD1958'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1069 ***********************************************************************
 LA1069  DESIGNATION -  D 37
 LA1069  PID         -  LA1069
 LA1069  STATE/COUNTY-  IN/GRANT
 LA1069  COUNTRY     -  US
 LA1069  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1069
 LA1069                         *CURRENT SURVEY CONTROL
 LA1069  ______________________________________________________________________
 LA1069* NAD 83(1986) POSITION- 40 28 25.     (N) 085 29 34.     (W)   SCALED
 LA1069* NAVD 88 ORTHO HEIGHT -   283.874 (meters)      931.34  (feet) ADJUSTED
 LA1069  ______________________________________________________________________
 LA1069  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LA1069  DYNAMIC HEIGHT  -        283.730 (meters)      930.87  (feet) COMP
 LA1069  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LA1069
 LA1069  VERT ORDER      -  SECOND    CLASS 0
 LA1069
 LA1069.The horizontal coordinates were scaled from a map and have
 LA1069.an estimated accuracy of +/- 6 seconds.
 LA1069
 LA1069.The orthometric height was determined by differential leveling and
 LA1069.adjusted by the NATIONAL GEODETIC SURVEY
 LA1069.in June 1991.
 LA1069
 LA1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1069.GEOID18 height accuracy estimate available here.
 LA1069
 LA1069.Click photographs - Photos may exist for this station.
 LA1069
 LA1069.The dynamic height is computed by dividing the NAVD 88
 LA1069.geopotential number by the normal gravity value computed on the
 LA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1069.degrees latitude (g = 980.6199 gals.).
 LA1069
 LA1069.The modeled gravity was interpolated from observed gravity values.
 LA1069
 LA1069;                    North         East    Units  Estimated Accuracy
 LA1069;SPC IN E     -   580,120.      114,750.      MT  (+/- 180 meters Scaled)
 LA1069
 LA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277814(NAD 83)
 LA1069
 LA1069                          SUPERSEDED SURVEY CONTROL
 LA1069
 LA1069  NGVD 29 (??/??/92)  284.006  (m)          931.78   (f) ADJ UNCH    2 0
 LA1069
 LA1069.Superseded values are not recommended for survey control.
 LA1069
 LA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1069.See file dsdata.pdf to determine how the superseded data were derived.
 LA1069
 LA1069_MARKER: DB = BENCH MARK DISK
 LA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1069_STAMPING: D 37 1934
 LA1069_MARK LOGO: CGS
 LA1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1069+STABILITY: SURFACE MOTION
 LA1069
 LA1069  HISTORY     - Date     Condition        Report By
 LA1069  HISTORY     - 1934     MONUMENTED       CGS
 LA1069  HISTORY     - 1946     GOOD             CGS
 LA1069
 LA1069                          STATION DESCRIPTION
 LA1069
 LA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1069'AT UPLAND.
 LA1069'AT UPLAND, ABOUT 140 YARDS EAST OF HIGHWAY 221 AND 22 OVERPASS OVER
 LA1069'THE RAILROAD, 14 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 LA1069'ABOUT 40 YARDS WEST OF THE EAST END OF THE BRICK PASSENGER LOADING
 LA1069'PLATFORM, 2 FEET SOUTHWEST OF MILE POST 145, 1 FOOT NORTH OF THE
 LA1069'NORTH EDGE OF THE PLATFORM, ABOUT LEVEL WITH THE TRACK, AND SET
 LA1069'IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7510 ***********************************************************************
 DR7510  DESIGNATION -  D 375
 DR7510  PID         -  DR7510
 DR7510  STATE/COUNTY-  IN/ELKHART
 DR7510  COUNTRY     -  US
 DR7510  USGS QUAD   -  GOSHEN (2019)
 DR7510
 DR7510                         *CURRENT SURVEY CONTROL
 DR7510  ______________________________________________________________________
 DR7510* NAD 83(1986) POSITION- 41 35 50.09   (N) 085 46 02.60   (W)   HD_HELD1
 DR7510* NAVD 88 ORTHO HEIGHT -   250.733 (meters)      822.61  (feet) ADJUSTED
 DR7510  ______________________________________________________________________
 DR7510  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 DR7510  DYNAMIC HEIGHT  -        250.635 (meters)      822.29  (feet) COMP
 DR7510  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 DR7510
 DR7510  VERT ORDER      -  SECOND    CLASS I
 DR7510
 DR7510.The horizontal coordinates were determined by differentially corrected
 DR7510.hand held GPS observations or other comparable positioning techniques
 DR7510.and have an estimated accuracy of +/- 3 meters.
 DR7510
 DR7510.The orthometric height was determined by differential leveling and
 DR7510.adjusted by the NATIONAL GEODETIC SURVEY
 DR7510.in March 2022.
 DR7510
 DR7510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7510.GEOID18 height accuracy estimate available here.
 DR7510
 DR7510.Click photographs - Photos may exist for this station.
 DR7510
 DR7510.The dynamic height is computed by dividing the NAVD 88
 DR7510.geopotential number by the normal gravity value computed on the
 DR7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7510.degrees latitude (g = 980.6199 gals.).
 DR7510
 DR7510.The modeled gravity was interpolated from observed gravity values.
 DR7510
 DR7510;                    North         East    Units  Estimated Accuracy
 DR7510;SPC IN E     -   704,891.0      91,603.0     MT  (+/- 3 meters HH1 GPS) 
 DR7510
 DR7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0272405794(NAD 83)
 DR7510
 DR7510                          SUPERSEDED SURVEY CONTROL
 DR7510
 DR7510.No superseded survey control is available for this station.
 DR7510
 DR7510_MARKER: F = FLANGE-ENCASED ROD
 DR7510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7510_STAMPING: D 375 2018
 DR7510_MARK LOGO: NONE
 DR7510_PROJECTION: RECESSED 8 CENTIMETERS
 DR7510_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7510+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 DR7510_ROD/PIPE-DEPTH: 12.8 meters
 DR7510_SLEEVE-DEPTH  : 0.9 meters
 DR7510
 DR7510  HISTORY     - Date     Condition        Report By
 DR7510  HISTORY     - 20180605 MONUMENTED       INDOT
 DR7510
 DR7510                          STATION DESCRIPTION
 DR7510
 DR7510'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7510'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DR7510'MIDDLEBURY, 6.1 MI (9.8 KM) NORTHWEST OF MILLERSBURG AND 3.6 MI (5.8
 DR7510'KM) EAST-NORTHEAST OF GOSHEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7510'
 DR7510'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST LINCOLN AVENUE
 DR7510'(AKA STATE ROAD 4) IN THE TOWN OF GOSHEN, TRAVEL EAST AND NORTHEAST
 DR7510'3.62 MI (5.82 KM) ALONG EAST LINCOLN AVENUE TO THE MONUMENT ON THE
 DR7510'RIGHT (SOUTHEAST) SIDE OF THE ROAD.
 DR7510'
 DR7510'THE STATION IS FLUSH WITH THE GROUND AND IS EAST OF A LARGE CULVERT
 DR7510'PIPE.  IT IS LOCATED APPROXIMATELY 40 FT (12.2 M) SOUTHEAST OF THE
 DR7510'ROAD CENTERLINE, 29.27 FT (8.9 M) NORTH OF A MAG MAIL SET IN A WOOD
 DR7510'FENCE CORNER POST, 36.59 FT (11.2 M) NORTHEAST OF A CUT-X IN THE TOP
 DR7510'OF A CULVERT PIPE RIDGE, 12.85 FT (3.9 M) SOUTH OF THE CENTER OF A
 DR7510'SCHOOL BUS STOP SIGN POST AT GROUND LEVEL AND 28.35 FT (8.6 M)
 DR7510'NORTHWEST OF A MAG NAIL SET IN A WOOD FENCE CORNER POST.
 DR7510'
 DR7510'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7510'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7535 ***********************************************************************
 DR7535  DESIGNATION -  D 376
 DR7535  PID         -  DR7535
 DR7535  STATE/COUNTY-  IN/LAGRANGE
 DR7535  COUNTRY     -  US
 DR7535  USGS QUAD   -  LAGRANGE (2019)
 DR7535
 DR7535                         *CURRENT SURVEY CONTROL
 DR7535  ______________________________________________________________________
 DR7535* NAD 83(1986) POSITION- 41 38 28.90   (N) 085 26 34.67   (W)   HD_HELD1
 DR7535* NAVD 88 ORTHO HEIGHT -   286.461 (meters)      939.83  (feet) ADJUSTED
 DR7535  ______________________________________________________________________
 DR7535  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 DR7535  DYNAMIC HEIGHT  -        286.351 (meters)      939.47  (feet) COMP
 DR7535  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 DR7535
 DR7535  VERT ORDER      -  SECOND    CLASS I
 DR7535
 DR7535.The horizontal coordinates were determined by differentially corrected
 DR7535.hand held GPS observations or other comparable positioning techniques
 DR7535.and have an estimated accuracy of +/- 3 meters.
 DR7535
 DR7535.The orthometric height was determined by differential leveling and
 DR7535.adjusted by the NATIONAL GEODETIC SURVEY
 DR7535.in March 2022.
 DR7535
 DR7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7535.GEOID18 height accuracy estimate available here.
 DR7535
 DR7535.Click photographs - Photos may exist for this station.
 DR7535
 DR7535.The dynamic height is computed by dividing the NAVD 88
 DR7535.geopotential number by the normal gravity value computed on the
 DR7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7535.degrees latitude (g = 980.6199 gals.).
 DR7535
 DR7535.The modeled gravity was interpolated from observed gravity values.
 DR7535
 DR7535;                    North         East    Units  Estimated Accuracy
 DR7535;SPC IN E     -   709,809.6     118,637.0     MT  (+/- 3 meters HH1 GPS) 
 DR7535
 DR7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2967311129(NAD 83)
 DR7535
 DR7535                          SUPERSEDED SURVEY CONTROL
 DR7535
 DR7535.No superseded survey control is available for this station.
 DR7535
 DR7535_MARKER: F = FLANGE-ENCASED ROD
 DR7535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7535_STAMPING: D 376 2018
 DR7535_MARK LOGO: NONE
 DR7535_PROJECTION: RECESSED 8 CENTIMETERS
 DR7535_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7535+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2018
 DR7535_ROD/PIPE-DEPTH: 15.5 meters
 DR7535_SLEEVE-DEPTH  : 0.9 meters
 DR7535
 DR7535  HISTORY     - Date     Condition        Report By
 DR7535  HISTORY     - 20180621 MONUMENTED       INDOT
 DR7535
 DR7535                          STATION DESCRIPTION
 DR7535
 DR7535'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7535'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF TOPEKA, 7.4 MI
 DR7535'(11.9 KM) EAST-SOUTHEAST OF SHIPSHEWANA AND 1.4 MI (2.3 KM) WEST OF
 DR7535'LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7535'
 DR7535'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7535'LAGRANGE, TRAVEL WEST 1.30 MI (2.09 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7535'MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED IN FRONT OF
 DR7535'955 U.S. HIGHWAY 20.
 DR7535'
 DR7535'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 25 FT (7.6 M)
 DR7535'NORTH OF THE ROAD CENTERLINE AND BETWEEN THE ACCESS DRIVES FOR 955
 DR7535'U.S. HIGHWAY 20.  IT IS LOCATED 54.75 FT (16.7 M) SOUTHEAST OF A MAG
 DR7535'SPIKE SET IN THE SOUTHEAST FACE OF POWER POLE 478-953, 129.44 FT (39.5
 DR7535'M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD AT GAS
 DR7535'PUMPS, 133.42 FT (40.7 M) SOUTH-SOUTHEAST OF A MAG NAIL SET IN THE
 DR7535'SOUTHEAST FACE OF POWER POLE 495-457 AND 31.73 FT (9.7 M) SOUTH OF THE
 DR7535'SOUTHEAST FACE OF A STEEL SIGN POST FOR THE CO-OP SIGN.
 DR7535'
 DR7535'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7535'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7560 ***********************************************************************
 DR7560  DESIGNATION -  D 377
 DR7560  PID         -  DR7560
 DR7560  STATE/COUNTY-  IN/STEUBEN
 DR7560  COUNTRY     -  US
 DR7560  USGS QUAD   -  ANGOLA WEST (2019)
 DR7560
 DR7560                         *CURRENT SURVEY CONTROL
 DR7560  ______________________________________________________________________
 DR7560* NAD 83(1986) POSITION- 41 38 05.03   (N) 085 02 58.20   (W)   HD_HELD1
 DR7560* NAVD 88 ORTHO HEIGHT -   323.969 (meters)     1062.89  (feet) ADJUSTED
 DR7560  ______________________________________________________________________
 DR7560  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 DR7560  DYNAMIC HEIGHT  -        323.846 (meters)     1062.48  (feet) COMP
 DR7560  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 DR7560
 DR7560  VERT ORDER      -  SECOND    CLASS I
 DR7560
 DR7560.The horizontal coordinates were determined by differentially corrected
 DR7560.hand held GPS observations or other comparable positioning techniques
 DR7560.and have an estimated accuracy of +/- 3 meters.
 DR7560
 DR7560.The orthometric height was determined by differential leveling and
 DR7560.adjusted by the NATIONAL GEODETIC SURVEY
 DR7560.in March 2022.
 DR7560
 DR7560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7560.GEOID18 height accuracy estimate available here.
 DR7560
 DR7560.Click photographs - Photos may exist for this station.
 DR7560
 DR7560.The dynamic height is computed by dividing the NAVD 88
 DR7560.geopotential number by the normal gravity value computed on the
 DR7560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7560.degrees latitude (g = 980.6199 gals.).
 DR7560
 DR7560.The modeled gravity was interpolated from observed gravity values.
 DR7560
 DR7560;                    North         East    Units  Estimated Accuracy
 DR7560;SPC IN E     -   709,233.1     151,422.5     MT  (+/- 3 meters HH1 GPS) 
 DR7560
 DR7560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6246011059(NAD 83)
 DR7560
 DR7560                          SUPERSEDED SURVEY CONTROL
 DR7560
 DR7560.No superseded survey control is available for this station.
 DR7560
 DR7560_MARKER: DD = SURVEY DISK
 DR7560_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7560+WITH SETTING: PAVEMENT
 DR7560_SP_SET: TRAFFIC POLE BASE
 DR7560_STAMPING: 2018 D 377
 DR7560_MARK LOGO: INDOT
 DR7560_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7560+STABILITY: SURFACE MOTION
 DR7560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7560+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DR7560
 DR7560  HISTORY     - Date     Condition        Report By
 DR7560  HISTORY     - 20180716 MONUMENTED       INDOT
 DR7560
 DR7560                          STATION DESCRIPTION
 DR7560
 DR7560'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7560'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF STROH,
 DR7560'7.5 MI (12.1 KM) NORTH OF ASHLEY AND 2.6 MI (4.2 KM) WEST OF ANGOLA.
 DR7560'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7560'
 DR7560'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 DR7560'U.S. HIGHWAY 20 AND THE ON-RAMP TO SOUTH BOUND INTERSTATE 69.
 DR7560'
 DR7560'THE STATION IS APPROXIMATELY 50 FT (15.2 M) SOUTH OF THE DASHED WHITE
 DR7560'LINE BETWEEN THE EAST BOUND LANES OF U.S. HIGHWAY 20 AND APPROXIMATELY
 DR7560'400 FT (121.9 M) EAST OF THE EAST EDGE OF THE ENTRANCE TO LOVES GAS
 DR7560'STATION.  IT IS LOCATED 74.00 FT (22.6 M) NORTHEAST OF A MAG NAIL SET
 DR7560'IN THE NORTHEAST FACE OF POWER POLE 1-079-906, 33.20 FT (10.1 M) EAST
 DR7560'OF THE NORTHEAST CORNER OF A CONCRETE UNDERDRAIN PAD, 27.92 FT (8.5 M)
 DR7560'EAST-SOUTHEAST OF A CUT-X IN THE EAST RIM OF A LIGHTING MANHOLE AND
 DR7560'14.36 FT (4.4 M) SOUTHWEST OF A CUT-X IN THE NORTH RIM OF A TRAFFIC
 DR7560'MANHOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7589 ***********************************************************************
 DR7589  DESIGNATION -  D 378
 DR7589  PID         -  DR7589
 DR7589  STATE/COUNTY-  IN/LAGRANGE
 DR7589  COUNTRY     -  US
 DR7589  USGS QUAD   -  STROH (2019)
 DR7589
 DR7589                         *CURRENT SURVEY CONTROL
 DR7589  ______________________________________________________________________
 DR7589* NAD 83(1986) POSITION- 41 36 19.71   (N) 085 13 25.42   (W)   HD_HELD1
 DR7589* NAVD 88 ORTHO HEIGHT -   298.821 (meters)      980.38  (feet) ADJUSTED
 DR7589  ______________________________________________________________________
 DR7589  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 DR7589  DYNAMIC HEIGHT  -        298.705 (meters)      980.00  (feet) COMP
 DR7589  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 DR7589
 DR7589  VERT ORDER      -  SECOND    CLASS I
 DR7589
 DR7589.The horizontal coordinates were determined by differentially corrected
 DR7589.hand held GPS observations or other comparable positioning techniques
 DR7589.and have an estimated accuracy of +/- 3 meters.
 DR7589
 DR7589.The orthometric height was determined by differential leveling and
 DR7589.adjusted by the NATIONAL GEODETIC SURVEY
 DR7589.in March 2022.
 DR7589
 DR7589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7589.GEOID18 height accuracy estimate available here.
 DR7589
 DR7589.Click photographs - Photos may exist for this station.
 DR7589
 DR7589.The dynamic height is computed by dividing the NAVD 88
 DR7589.geopotential number by the normal gravity value computed on the
 DR7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7589.degrees latitude (g = 980.6199 gals.).
 DR7589
 DR7589.The modeled gravity was interpolated from observed gravity values.
 DR7589
 DR7589;                    North         East    Units  Estimated Accuracy
 DR7589;SPC IN E     -   705,894.6     136,922.4     MT  (+/- 3 meters HH1 GPS) 
 DR7589
 DR7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4801407497(NAD 83)
 DR7589
 DR7589                          SUPERSEDED SURVEY CONTROL
 DR7589
 DR7589.No superseded survey control is available for this station.
 DR7589
 DR7589_MARKER: F = FLANGE-ENCASED ROD
 DR7589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7589_STAMPING: D 378 2018
 DR7589_MARK LOGO: NONE
 DR7589_PROJECTION: RECESSED 8 CENTIMETERS
 DR7589_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7589+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2018
 DR7589_ROD/PIPE-DEPTH: 16.9 meters
 DR7589_SLEEVE-DEPTH  : 0.9 meters
 DR7589
 DR7589  HISTORY     - Date     Condition        Report By
 DR7589  HISTORY     - 20180803 MONUMENTED       INDOT
 DR7589
 DR7589                          STATION DESCRIPTION
 DR7589
 DR7589'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7589'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF ORLAND,
 DR7589'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF MONGO AND 2.1 MI (3.4 KM)
 DR7589'NORTHWEST OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7589'
 DR7589'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7589'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7589'327 TO COUNTY ROAD WEST 250 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 2.82
 DR7589'MI (4.54 KM) ALONG COUNTY ROAD WEST 250 SOUTH (WHICH BECOMES COUNTY
 DR7589'ROAD EAST 275 SOUTH) TO THE MONUMENT ON THE LEFT (SOUTH) SIDE OF THE
 DR7589'ROAD, LOCATED IN FRONT OF 10500 COUNTY ROAD EAST 275 SOUTH.
 DR7589'
 DR7589'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED APPROXIMATELY 30
 DR7589'FT (9.1 M) WEST OF A LAKE BETHEL CHURCH SIGN, 7.1 FT (2.2 M) NORTH OF
 DR7589'THE APPROXIMATE EDGE OF A GRAVEL DRIVE, 67.50 FT (20.6 M) SOUTHEAST OF
 DR7589'THE SOUTHEAST CORNER OF A CONCRETE POST, 19.4 FT (5.9 M) SOUTH OF THE
 DR7589'APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 275 SOUTH AND 73.61 FT
 DR7589'(22.4 M) WEST OF A MAG NAIL SET IN A POWER POLE (NO NUMBER).
 DR7589'
 DR7589'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7589'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0329 ***********************************************************************
 LA0329  DESIGNATION -  D 38
 LA0329  PID         -  LA0329
 LA0329  STATE/COUNTY-  IN/JAY
 LA0329  COUNTRY     -  US
 LA0329  USGS QUAD   -  PORTLAND (2019)
 LA0329
 LA0329                         *CURRENT SURVEY CONTROL
 LA0329  ______________________________________________________________________
 LA0329* NAD 83(1986) POSITION- 40 25 46.     (N) 084 58 47.     (W)   SCALED
 LA0329* NAVD 88 ORTHO HEIGHT -   277.428 (meters)      910.20  (feet) ADJUSTED
 LA0329  ______________________________________________________________________
 LA0329  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 LA0329  DYNAMIC HEIGHT  -        277.291 (meters)      909.75  (feet) COMP
 LA0329  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 LA0329
 LA0329  VERT ORDER      -  SECOND    CLASS 0
 LA0329
 LA0329.The horizontal coordinates were scaled from a map and have
 LA0329.an estimated accuracy of +/- 6 seconds.
 LA0329
 LA0329.The orthometric height was determined by differential leveling and
 LA0329.adjusted by the NATIONAL GEODETIC SURVEY
 LA0329.in June 1991.
 LA0329
 LA0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0329.GEOID18 height accuracy estimate available here.
 LA0329
 LA0329.Click photographs - Photos may exist for this station.
 LA0329
 LA0329.The dynamic height is computed by dividing the NAVD 88
 LA0329.geopotential number by the normal gravity value computed on the
 LA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0329.degrees latitude (g = 980.6199 gals.).
 LA0329
 LA0329.The modeled gravity was interpolated from observed gravity values.
 LA0329
 LA0329;                    North         East    Units  Estimated Accuracy
 LA0329;SPC IN E     -   575,430.      158,290.      MT  (+/- 180 meters Scaled)
 LA0329
 LA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713773(NAD 83)
 LA0329
 LA0329                          SUPERSEDED SURVEY CONTROL
 LA0329
 LA0329  NGVD 29 (??/??/92)  277.583  (m)          910.70   (f) ADJ UNCH    2 0
 LA0329
 LA0329.Superseded values are not recommended for survey control.
 LA0329
 LA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0329.See file dsdata.pdf to determine how the superseded data were derived.
 LA0329
 LA0329_MARKER: DB = BENCH MARK DISK
 LA0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0329_SP_SET: SIGNAL FOUNDATION
 LA0329_STAMPING: D 38 1934
 LA0329_MARK LOGO: CGS
 LA0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0329
 LA0329  HISTORY     - Date     Condition        Report By
 LA0329  HISTORY     - 1934     MONUMENTED       CGS
 LA0329  HISTORY     - 1947     GOOD             CGS
 LA0329
 LA0329                          STATION DESCRIPTION
 LA0329
 LA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0329'AT PORTLAND.
 LA0329'AT PORTLAND, ABOUT 280 FEET EAST OF THE EAST END OF THE NEW YORK,
 LA0329'CHICAGO AND ST. LOUIS RAILROAD, SET IN THE TOP OF THE SOUTH
 LA0329'CORNER OF THE CONCRETE FOUNDATION OF A BLOCK SIGNAL, 36 FEET
 LA0329'NORTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD, 6 FEET NORTHEAST
 LA0329'OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0242 ***********************************************************************
 LA0242  DESIGNATION -  D 39
 LA0242  PID         -  LA0242
 LA0242  STATE/COUNTY-  IN/RANDOLPH
 LA0242  COUNTRY     -  US
 LA0242  USGS QUAD   -  WINCHESTER (2019)
 LA0242
 LA0242                         *CURRENT SURVEY CONTROL
 LA0242  ______________________________________________________________________
 LA0242* NAD 83(1986) POSITION- 40 10 55.     (N) 084 54 02.     (W)   SCALED
 LA0242* NAVD 88 ORTHO HEIGHT -   336.790 (meters)     1104.95  (feet) ADJUSTED
 LA0242  ______________________________________________________________________
 LA0242  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 LA0242  DYNAMIC HEIGHT  -        336.611 (meters)     1104.36  (feet) COMP
 LA0242  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LA0242
 LA0242  VERT ORDER      -  SECOND    CLASS 0
 LA0242
 LA0242.The horizontal coordinates were scaled from a map and have
 LA0242.an estimated accuracy of +/- 6 seconds.
 LA0242
 LA0242.The orthometric height was determined by differential leveling and
 LA0242.adjusted by the NATIONAL GEODETIC SURVEY
 LA0242.in June 1991.
 LA0242
 LA0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0242.GEOID18 height accuracy estimate available here.
 LA0242
 LA0242.Click photographs - Photos may exist for this station.
 LA0242
 LA0242.The dynamic height is computed by dividing the NAVD 88
 LA0242.geopotential number by the normal gravity value computed on the
 LA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0242.degrees latitude (g = 980.6199 gals.).
 LA0242
 LA0242.The modeled gravity was interpolated from observed gravity values.
 LA0242
 LA0242;                    North         East    Units  Estimated Accuracy
 LA0242;SPC IN E     -   548,000.      165,250.      MT  (+/- 180 meters Scaled)
 LA0242
 LA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK787500(NAD 83)
 LA0242
 LA0242                          SUPERSEDED SURVEY CONTROL
 LA0242
 LA0242  NGVD 29 (??/??/92)  336.934  (m)         1105.42   (f) ADJ UNCH    2 0
 LA0242
 LA0242.Superseded values are not recommended for survey control.
 LA0242
 LA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0242.See file dsdata.pdf to determine how the superseded data were derived.
 LA0242
 LA0242_MARKER: DB = BENCH MARK DISK
 LA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0242_STAMPING: D 39 1934
 LA0242_MARK LOGO: CGS
 LA0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0242+STABILITY: SURFACE MOTION
 LA0242
 LA0242  HISTORY     - Date     Condition        Report By
 LA0242  HISTORY     - 1934     MONUMENTED       CGS
 LA0242  HISTORY     - 1947     GOOD             CGS
 LA0242
 LA0242                          STATION DESCRIPTION
 LA0242
 LA0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0242'1.2 MI W FROM HARRISVILLE.
 LA0242'ABOUT 1.2 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0242'ST. LOUIS RAILWAY FROM THE STATION AT HARRISVILLE, ABOUT 4.0
 LA0242'MILES EAST OF THE STATION AT WINCHESTER, AT POLE 203/42, 70.3
 LA0242'FEET SOUTH OF THE SOUTH RAIL, 23 FEET EAST OF THE CENTER LINE OF
 LA0242'A NORTH-SOUTH GRAVEL ROAD, 3.5 FEET NORTHEAST OF A LAND LINE
 LA0242'MARKER POST, 2.5 FEET NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE
 LA0242'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 LA0242'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1620 ***********************************************************************
 KA1620  DESIGNATION -  D 4 RESET
 KA1620  PID         -  KA1620
 KA1620  STATE/COUNTY-  IN/MARION
 KA1620  COUNTRY     -  US
 KA1620  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1620
 KA1620                         *CURRENT SURVEY CONTROL
 KA1620  ______________________________________________________________________
 KA1620* NAD 83(1986) POSITION- 39 46 52.0    (N) 086 08 20.8    (W)   HD_HELD2
 KA1620* NAVD 88 ORTHO HEIGHT -   218.98  (+/-2cm)      718.4   (feet) VERTCON3
 KA1620  ______________________________________________________________________
 KA1620  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 KA1620  VERT ORDER      -  THIRD (See Below)
 KA1620
 KA1620.The horizontal coordinates were established by autonomous hand held GPS
 KA1620.observations and have an estimated accuracy of +/- 10 meters.
 KA1620
 KA1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1620
 KA1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1620.GEOID18 height accuracy estimate available here.
 KA1620
 KA1620.The vertical order pertains to the NGVD 29 superseded value.
 KA1620
 KA1620.Click photographs - Photos may exist for this station.
 KA1620
 KA1620;                    North         East    Units  Estimated Accuracy
 KA1620;SPC IN E     -   503,321.       59,529.      MT  (+/- 10 meters HH2 GPS)
 KA1620
 KA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7371903817(NAD 83)
 KA1620
 KA1620                          SUPERSEDED SURVEY CONTROL
 KA1620
 KA1620  NGVD 29 (08/22/16)  219.12   (m)          718.9    (f) RESET       3  
 KA1620
 KA1620.Superseded values are not recommended for survey control.
 KA1620
 KA1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1620.See file dsdata.pdf to determine how the superseded data were derived.
 KA1620
 KA1620_MARKER: DV = VERTICAL CONTROL DISK
 KA1620_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA1620+WITH SETTING: PAVEMENT
 KA1620_SP_SET: LIGHT BASE
 KA1620_STAMPING: D 4 RESET 1978
 KA1620_MARK LOGO: NGS
 KA1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1620+STABILITY: SURFACE MOTION
 KA1620
 KA1620  HISTORY     - Date     Condition        Report By
 KA1620  HISTORY     - 1978     MONUMENTED       NGS
 KA1620
 KA1620                          STATION DESCRIPTION
 KA1620
 KA1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KA1620'IN INDIANAPOLIS.
 KA1620'IN INDIANAPOLIS, ABOUT 500 FEET EAST OF INTERSTATE HIGHWAY 65, IN
 KA1620'THE SOUTHEAST ANGLE OF 10TH STREET AND DORMAN STREET, IN THE SOUTHEAST
 KA1620'CORNER OF A CONCRETE SIGNAL LIGHT BASE, 36 FEET SOUTH OF THE
 KA1620'CENTERLINE OF 10TH STREET, 37 FEET EAST OF CENTERLINE OF DORMAN
 KA1620'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1012 ***********************************************************************
 LA1012  DESIGNATION -  D 41
 LA1012  PID         -  LA1012
 LA1012  STATE/COUNTY-  IN/DELAWARE
 LA1012  COUNTRY     -  US
 LA1012  USGS QUAD   -  MUNCIE EAST (2019)
 LA1012
 LA1012                         *CURRENT SURVEY CONTROL
 LA1012  ______________________________________________________________________
 LA1012* NAD 83(1986) POSITION- 40 11 31.     (N) 085 22 00.     (W)   SCALED
 LA1012* NAVD 88 ORTHO HEIGHT -   291.705 (meters)      957.04  (feet) ADJUSTED
 LA1012  ______________________________________________________________________
 LA1012  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LA1012  DYNAMIC HEIGHT  -        291.549 (meters)      956.52  (feet) COMP
 LA1012  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA1012
 LA1012  VERT ORDER      -  SECOND    CLASS 0
 LA1012
 LA1012.The horizontal coordinates were scaled from a map and have
 LA1012.an estimated accuracy of +/- 6 seconds.
 LA1012
 LA1012.The orthometric height was determined by differential leveling and
 LA1012.adjusted by the NATIONAL GEODETIC SURVEY
 LA1012.in June 1991.
 LA1012
 LA1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1012.GEOID18 height accuracy estimate available here.
 LA1012
 LA1012.Click photographs - Photos may exist for this station.
 LA1012
 LA1012.The dynamic height is computed by dividing the NAVD 88
 LA1012.geopotential number by the normal gravity value computed on the
 LA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1012.degrees latitude (g = 980.6199 gals.).
 LA1012
 LA1012.The modeled gravity was interpolated from observed gravity values.
 LA1012
 LA1012;                    North         East    Units  Estimated Accuracy
 LA1012;SPC IN E     -   548,870.      125,550.      MT  (+/- 180 meters Scaled)
 LA1012
 LA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK390503(NAD 83)
 LA1012
 LA1012                          SUPERSEDED SURVEY CONTROL
 LA1012
 LA1012  NGVD 29 (??/??/92)  291.841  (m)          957.48   (f) ADJ UNCH    2 0
 LA1012
 LA1012.Superseded values are not recommended for survey control.
 LA1012
 LA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1012.See file dsdata.pdf to determine how the superseded data were derived.
 LA1012
 LA1012_MARKER: DB = BENCH MARK DISK
 LA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1012_STAMPING: D 41 1934
 LA1012_MARK LOGO: CGS
 LA1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1012+STABILITY: SURFACE MOTION
 LA1012
 LA1012  HISTORY     - Date     Condition        Report By
 LA1012  HISTORY     - 1934     MONUMENTED       CGS
 LA1012  HISTORY     - 1947     GOOD             CGS
 LA1012
 LA1012                          STATION DESCRIPTION
 LA1012
 LA1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1012'AT MUNCIE.
 LA1012'AT MUNCIE, IN THE SOUTHEAT PART OF TOWN, AT THE CROSSING OF THE
 LA1012'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY AND
 LA1012'THE PENNSYLVANIA RAILROAD, ABOUT 86 YARDS EAST OF THE CONTROL
 LA1012'TOWER VANCE, 13.3 FEET WEST OF POLE NO. 228/30, 16.5 FEET NORTH
 LA1012'OF THE NORTH RAIL OF THE C.C.C. AND ST. L. RY., 8 FEET SOUTH OF
 LA1012'A FENCE AROUND THE BRODERICK BOILER COMPANY PLANT, 1 FOOT EAST
 LA1012'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK
 LA1012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1427 ***********************************************************************
 LA1427  DESIGNATION -  D 42
 LA1427  PID         -  LA1427
 LA1427  STATE/COUNTY-  IN/MADISON
 LA1427  COUNTRY     -  US
 LA1427  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1427
 LA1427                         *CURRENT SURVEY CONTROL
 LA1427  ______________________________________________________________________
 LA1427* NAD 83(1986) POSITION- 40 05 53.     (N) 085 41 39.     (W)   SCALED
 LA1427* NAVD 88 ORTHO HEIGHT -   264.688 (meters)      868.40  (feet) ADJUSTED
 LA1427  ______________________________________________________________________
 LA1427  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 LA1427  DYNAMIC HEIGHT  -        264.544 (meters)      867.92  (feet) COMP
 LA1427  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 LA1427
 LA1427  VERT ORDER      -  SECOND    CLASS 0
 LA1427
 LA1427.The horizontal coordinates were scaled from a map and have
 LA1427.an estimated accuracy of +/- 6 seconds.
 LA1427
 LA1427.The orthometric height was determined by differential leveling and
 LA1427.adjusted by the NATIONAL GEODETIC SURVEY
 LA1427.in June 1991.
 LA1427
 LA1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1427.GEOID18 height accuracy estimate available here.
 LA1427
 LA1427.Click photographs - Photos may exist for this station.
 LA1427
 LA1427.The dynamic height is computed by dividing the NAVD 88
 LA1427.geopotential number by the normal gravity value computed on the
 LA1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1427.degrees latitude (g = 980.6199 gals.).
 LA1427
 LA1427.The modeled gravity was interpolated from observed gravity values.
 LA1427
 LA1427;                    North         East    Units  Estimated Accuracy
 LA1427;SPC IN E     -   538,410.       97,660.      MT  (+/- 180 meters Scaled)
 LA1427
 LA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK113394(NAD 83)
 LA1427
 LA1427                          SUPERSEDED SURVEY CONTROL
 LA1427
 LA1427  NGVD 29 (??/??/92)  264.826  (m)          868.85   (f) ADJ UNCH    2 0
 LA1427
 LA1427.Superseded values are not recommended for survey control.
 LA1427
 LA1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1427.See file dsdata.pdf to determine how the superseded data were derived.
 LA1427
 LA1427_MARKER: DB = BENCH MARK DISK
 LA1427_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1427+WITH SETTING: PAVEMENT
 LA1427_SP_SET: SWITCH BASE
 LA1427_STAMPING: D 42 1934
 LA1427_MARK LOGO: CGS
 LA1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1427+STABILITY: SURFACE MOTION
 LA1427
 LA1427  HISTORY     - Date     Condition        Report By
 LA1427  HISTORY     - 1934     MONUMENTED       CGS
 LA1427  HISTORY     - 1947     GOOD             CGS
 LA1427
 LA1427                          STATION DESCRIPTION
 LA1427
 LA1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1427'AT ANDERSON.
 LA1427'AT ANDERSON, ABOUT 0.85 MILE WEST ALONG THE CENTRAL INDIANA RAILROAD
 LA1427'FROM THE MERIDIAN STREET STATION AT ANDERSON, 77.5 FEET WEST OF
 LA1427'THE CENTER OF THE INTERSECTION OF THE CLEVELAND, CINCINNATI,
 LA1427'CHICAGO AND ST. LOUIS RAILWAY, 18.7 FEET EAST OF THE EAST CURB
 LA1427'OF LOCUST STREET, 6.9 FEET SOUTH OF THE SOUTH RAIL OF THE C.I. RR,
 LA1427'6.6 FEET WEST OF THE NORTH CORNER OF A SWITCH TOWER, SET IN THE
 LA1427'TOP OF THE SOUTHEAST CORNER OF A CONCRETE SWITCH BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0253 ***********************************************************************
 KA0253  DESIGNATION -  D 43
 KA0253  PID         -  KA0253
 KA0253  STATE/COUNTY-  IN/MARION
 KA0253  COUNTRY     -  US
 KA0253  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0253
 KA0253                         *CURRENT SURVEY CONTROL
 KA0253  ______________________________________________________________________
 KA0253* NAD 83(1986) POSITION- 39 49 33.1    (N) 086 08 24.7    (W)   HD_HELD2
 KA0253* NAVD 88 ORTHO HEIGHT -   224.391 (meters)      736.19  (feet) ADJUSTED
 KA0253  ______________________________________________________________________
 KA0253  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 KA0253  DYNAMIC HEIGHT  -        224.267 (meters)      735.78  (feet) COMP
 KA0253  MODELED GRAVITY -    980,067.4   (mgal)                       NAVD 88
 KA0253
 KA0253  VERT ORDER      -  SECOND    CLASS 0
 KA0253
 KA0253.The horizontal coordinates were established by autonomous hand held GPS
 KA0253.observations and have an estimated accuracy of +/- 10 meters.
 KA0253
 KA0253.The orthometric height was determined by differential leveling and
 KA0253.adjusted by the NATIONAL GEODETIC SURVEY
 KA0253.in June 1991.
 KA0253
 KA0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0253.GEOID18 height accuracy estimate available here.
 KA0253
 KA0253.Click photographs - Photos may exist for this station.
 KA0253
 KA0253.The dynamic height is computed by dividing the NAVD 88
 KA0253.geopotential number by the normal gravity value computed on the
 KA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0253.degrees latitude (g = 980.6199 gals.).
 KA0253
 KA0253.The modeled gravity was interpolated from observed gravity values.
 KA0253
 KA0253;                    North         East    Units  Estimated Accuracy
 KA0253;SPC IN E     -   508,290.       59,462.      MT  (+/- 10 meters HH2 GPS)
 KA0253
 KA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7357908783(NAD 83)
 KA0253
 KA0253                          SUPERSEDED SURVEY CONTROL
 KA0253
 KA0253  NGVD 29 (??/??/92)  224.520  (m)          736.61   (f) ADJ UNCH    2 0
 KA0253
 KA0253.Superseded values are not recommended for survey control.
 KA0253
 KA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0253.See file dsdata.pdf to determine how the superseded data were derived.
 KA0253
 KA0253_MARKER: DB = BENCH MARK DISK
 KA0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0253_SP_SET: WATER TABLE
 KA0253_STAMPING: D 43 1934
 KA0253_MARK LOGO: CGS
 KA0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0253+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2014
 KA0253
 KA0253  HISTORY     - Date     Condition        Report By
 KA0253  HISTORY     - 1934     MONUMENTED       CGS
 KA0253  HISTORY     - 1943     GOOD             CGS
 KA0253  HISTORY     - 19961029 GOOD             USPSQD
 KA0253  HISTORY     - 20140524 GOOD             GEOCAC
 KA0253
 KA0253                          STATION DESCRIPTION
 KA0253
 KA0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KA0253'AT INDIANAPOLIS.
 KA0253'AT INDIANAPOLIS, MARION COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0253'AND LOUISVILLE RAILWAY, 56 YARDS NORTH OF THE CROSSING OF 38TH
 KA0253'STREET, IN THE EAST WALL OF THE BOULEVARD STATION, IN THE CONCRETE
 KA0253'WATER TABLE 7 YARDS WEST OF THE WEST RAIL, AND 1 FOOT ABOVE THE
 KA0253'SIDEWALK.  A STANDARD DISK, STAMPED D 43 1934 AND SET VERTICALLY.
 KA0253
 KA0253                          STATION RECOVERY (1996)
 KA0253
 KA0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0253'RECOVERED IN GOOD CONDITION.
 KA0253
 KA0253                          STATION RECOVERY (2014)
 KA0253
 KA0253'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0253'RECOVERED IN GOOD CONDITION.  THE RAILROAD TRACKS HAVE BEEN REMOVED
 KA0253'AND REPLACED WITH A PAVED RECREATIONAL TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2399 ***********************************************************************
 JZ2399  DESIGNATION -  D 44
 JZ2399  PID         -  JZ2399
 JZ2399  STATE/COUNTY-  IN/HANCOCK
 JZ2399  COUNTRY     -  US
 JZ2399  USGS QUAD   -  SHIRLEY (2019)
 JZ2399
 JZ2399                         *CURRENT SURVEY CONTROL
 JZ2399  ______________________________________________________________________
 JZ2399* NAD 83(1986) POSITION- 39 53 31.     (N) 085 34 40.     (W)   SCALED
 JZ2399* NAVD 88 ORTHO HEIGHT -   313.474 (meters)     1028.46  (feet) ADJUSTED
 JZ2399  ______________________________________________________________________
 JZ2399  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ2399  DYNAMIC HEIGHT  -        313.298 (meters)     1027.88  (feet) COMP
 JZ2399  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 JZ2399
 JZ2399  VERT ORDER      -  SECOND    CLASS 0
 JZ2399
 JZ2399.The horizontal coordinates were scaled from a map and have
 JZ2399.an estimated accuracy of +/- 6 seconds.
 JZ2399
 JZ2399.The orthometric height was determined by differential leveling and
 JZ2399.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2399.in June 1991.
 JZ2399
 JZ2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2399.GEOID18 height accuracy estimate available here.
 JZ2399
 JZ2399.Click photographs - Photos may exist for this station.
 JZ2399
 JZ2399.The dynamic height is computed by dividing the NAVD 88
 JZ2399.geopotential number by the normal gravity value computed on the
 JZ2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2399.degrees latitude (g = 980.6199 gals.).
 JZ2399
 JZ2399.The modeled gravity was interpolated from observed gravity values.
 JZ2399
 JZ2399;                    North         East    Units  Estimated Accuracy
 JZ2399;SPC IN E     -   515,520.      107,600.      MT  (+/- 180 meters Scaled)
 JZ2399
 JZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK215167(NAD 83)
 JZ2399
 JZ2399                          SUPERSEDED SURVEY CONTROL
 JZ2399
 JZ2399  NGVD 29 (??/??/92)  313.600  (m)         1028.87   (f) ADJ UNCH    2 0
 JZ2399
 JZ2399.Superseded values are not recommended for survey control.
 JZ2399
 JZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2399.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2399
 JZ2399_MARKER: DB = BENCH MARK DISK
 JZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2399_STAMPING: D 44 1934
 JZ2399_MARK LOGO: CGS
 JZ2399_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2399+STABILITY: SURFACE MOTION
 JZ2399
 JZ2399  HISTORY     - Date     Condition        Report By
 JZ2399  HISTORY     - 1934     MONUMENTED       CGS
 JZ2399  HISTORY     - 1947     GOOD             CGS
 JZ2399
 JZ2399                          STATION DESCRIPTION
 JZ2399
 JZ2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2399'AT SHIRLEY.
 JZ2399'AT SHIRLEY, ALONG THE NEW YORK CENTRAL RAILROAD, 31.5 FEET
 JZ2399'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 20 FEET NORTH
 JZ2399'OF THE CENTER LINE OF AN EAST-WEST BLACK TOP STREET, 30 FEET
 JZ2399'SOUTH OF THE SOUTH EDGE OF A CONCRETE PLATFORM, 12 FEET NORTHEAST
 JZ2399'OF A POWER POLE, ABOUT LEVEL WITH THE STREET AND SET IN THE
 JZ2399'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1482 ***********************************************************************
 JZ1482  DESIGNATION -  D 45
 JZ1482  PID         -  JZ1482
 JZ1482  STATE/COUNTY-  IN/HENRY
 JZ1482  COUNTRY     -  US
 JZ1482  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1482
 JZ1482                         *CURRENT SURVEY CONTROL
 JZ1482  ______________________________________________________________________
 JZ1482* NAD 83(1986) POSITION- 39 55 29.     (N) 085 13 26.     (W)   SCALED
 JZ1482* NAVD 88 ORTHO HEIGHT -   349.050 (meters)     1145.17  (feet) ADJUSTED
 JZ1482  ______________________________________________________________________
 JZ1482  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 JZ1482  DYNAMIC HEIGHT  -        348.849 (meters)     1144.52  (feet) COMP
 JZ1482  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 JZ1482
 JZ1482  VERT ORDER      -  SECOND    CLASS 0
 JZ1482
 JZ1482.The horizontal coordinates were scaled from a map and have
 JZ1482.an estimated accuracy of +/- 6 seconds.
 JZ1482
 JZ1482.The orthometric height was determined by differential leveling and
 JZ1482.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1482.in June 1991.
 JZ1482
 JZ1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1482.GEOID18 height accuracy estimate available here.
 JZ1482
 JZ1482.Click photographs - Photos may exist for this station.
 JZ1482
 JZ1482.The dynamic height is computed by dividing the NAVD 88
 JZ1482.geopotential number by the normal gravity value computed on the
 JZ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1482.degrees latitude (g = 980.6199 gals.).
 JZ1482
 JZ1482.The modeled gravity was interpolated from observed gravity values.
 JZ1482
 JZ1482;                    North         East    Units  Estimated Accuracy
 JZ1482;SPC IN E     -   519,250.      137,850.      MT  (+/- 180 meters Scaled)
 JZ1482
 JZ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK517209(NAD 83)
 JZ1482
 JZ1482                          SUPERSEDED SURVEY CONTROL
 JZ1482
 JZ1482  NGVD 29 (??/??/92)  349.178  (m)         1145.59   (f) ADJ UNCH    2 0
 JZ1482
 JZ1482.Superseded values are not recommended for survey control.
 JZ1482
 JZ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1482.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1482
 JZ1482_MARKER: DB = BENCH MARK DISK
 JZ1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1482_SP_SET: BRIDGE
 JZ1482_STAMPING: D 45 1934
 JZ1482_MARK LOGO: CGS
 JZ1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1482+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 JZ1482
 JZ1482  HISTORY     - Date     Condition        Report By
 JZ1482  HISTORY     - 1934     MONUMENTED       CGS
 JZ1482  HISTORY     - 1947     GOOD             CGS
 JZ1482  HISTORY     - 1949     GOOD             USGS
 JZ1482  HISTORY     - 20230719 GOOD             INDOT
 JZ1482
 JZ1482                          STATION DESCRIPTION
 JZ1482
 JZ1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1482'1.5 MI E FROM MILLVILLE.
 JZ1482'ABOUT 1.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1482'CROSSING AT MILLVILLE, ABOUT 2 1/2 RAILS WEST OF MILEPOST 94,
 JZ1482'SET IN THE TOP OF THE SOUTH END OF THE EAST MASONRY BACKWALL
 JZ1482'OF BRIDGE NUMBER 94.01 OVER A GRAVEL ROAD AND A SMALL STREAM,
 JZ1482'7.2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK AND ABOUT 1 FOOT
 JZ1482'BELOW TRACK LEVEL.
 JZ1482
 JZ1482                          STATION RECOVERY (1949)
 JZ1482
 JZ1482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 JZ1482'RECOVERED IN GOOD CONDITION.
 JZ1482
 JZ1482                          STATION RECOVERY (2023)
 JZ1482
 JZ1482'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1250 ***********************************************************************
 JZ1250  DESIGNATION -  D 46
 JZ1250  PID         -  JZ1250
 JZ1250  STATE/COUNTY-  IN/UNION
 JZ1250  COUNTRY     -  US
 JZ1250  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1250
 JZ1250                         *CURRENT SURVEY CONTROL
 JZ1250  ______________________________________________________________________
 JZ1250* NAD 83(1986) POSITION- 39 35 50.62   (N) 084 51 43.55   (W)   HD_HELD1
 JZ1250* NAVD 88 ORTHO HEIGHT -   318.295 (meters)     1044.27  (feet) ADJUSTED
 JZ1250  ______________________________________________________________________
 JZ1250  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 JZ1250  DYNAMIC HEIGHT  -        318.111 (meters)     1043.67  (feet) COMP
 JZ1250  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 JZ1250
 JZ1250  VERT ORDER      -  SECOND    CLASS 0
 JZ1250
 JZ1250.The horizontal coordinates were determined by differentially corrected
 JZ1250.hand held GPS observations or other comparable positioning techniques
 JZ1250.and have an estimated accuracy of +/- 3 meters.
 JZ1250
 JZ1250.The orthometric height was determined by differential leveling and
 JZ1250.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1250.in June 1991.
 JZ1250
 JZ1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1250.GEOID18 height accuracy estimate available here.
 JZ1250
 JZ1250.Click photographs - Photos may exist for this station.
 JZ1250
 JZ1250.The dynamic height is computed by dividing the NAVD 88
 JZ1250.geopotential number by the normal gravity value computed on the
 JZ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1250.degrees latitude (g = 980.6199 gals.).
 JZ1250
 JZ1250.The modeled gravity was interpolated from observed gravity values.
 JZ1250
 JZ1250;                    North         East    Units  Estimated Accuracy
 JZ1250;SPC IN E     -   483,126.8     169,105.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1250
 JZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8356685256(NAD 83)
 JZ1250
 JZ1250                          SUPERSEDED SURVEY CONTROL
 JZ1250
 JZ1250  NGVD 29 (??/??/92)  318.449  (m)         1044.78   (f) ADJ UNCH    2 0
 JZ1250
 JZ1250.Superseded values are not recommended for survey control.
 JZ1250
 JZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1250.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1250
 JZ1250_MARKER: DB = BENCH MARK DISK
 JZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1250_STAMPING: D 46 1934
 JZ1250_MARK LOGO: CGS
 JZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1250+STABILITY: SURFACE MOTION
 JZ1250
 JZ1250  HISTORY     - Date     Condition        Report By
 JZ1250  HISTORY     - 1934     MONUMENTED       CGS
 JZ1250  HISTORY     - 1947     GOOD             CGS
 JZ1250
 JZ1250                          STATION DESCRIPTION
 JZ1250
 JZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1250'AT COTTAGE GROVE.
 JZ1250'AT COTTAGE GROVE, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 JZ1250'THE BALTIMORE AND OHIO RAILROAD AND THE CHESAPEAKE AND OHIO
 JZ1250'RAILWAY, 16.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE B.
 JZ1250'AND O. RR, 65 FEET WEST OF THE WEST RAIL OF THE C. AND O. RY.,
 JZ1250'22 FEET NORTHWEST OF A MAIL CRANE, 28.5 FEET WEST OF A POLE,
 JZ1250'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ1250'POST PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2408 ***********************************************************************
 JZ2408  DESIGNATION -  D 47
 JZ2408  PID         -  JZ2408
 JZ2408  STATE/COUNTY-  IN/RUSH
 JZ2408  COUNTRY     -  US
 JZ2408  USGS QUAD   -  MANILLA (2019)
 JZ2408
 JZ2408                         *CURRENT SURVEY CONTROL
 JZ2408  ______________________________________________________________________
 JZ2408* NAD 83(1986) POSITION- 39 34 53.     (N) 085 33 41.     (W)   SCALED
 JZ2408* NAVD 88 ORTHO HEIGHT -   281.377 (meters)      923.15  (feet) ADJUSTED
 JZ2408  ______________________________________________________________________
 JZ2408  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 JZ2408  DYNAMIC HEIGHT  -        281.209 (meters)      922.60  (feet) COMP
 JZ2408  MODELED GRAVITY -    980,022.4   (mgal)                       NAVD 88
 JZ2408
 JZ2408  VERT ORDER      -  SECOND    CLASS 0
 JZ2408
 JZ2408.The horizontal coordinates were scaled from a map and have
 JZ2408.an estimated accuracy of +/- 6 seconds.
 JZ2408
 JZ2408.The orthometric height was determined by differential leveling and
 JZ2408.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2408.in June 1991.
 JZ2408
 JZ2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2408.GEOID18 height accuracy estimate available here.
 JZ2408
 JZ2408.Click photographs - Photos may exist for this station.
 JZ2408
 JZ2408.The dynamic height is computed by dividing the NAVD 88
 JZ2408.geopotential number by the normal gravity value computed on the
 JZ2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2408.degrees latitude (g = 980.6199 gals.).
 JZ2408
 JZ2408.The modeled gravity was interpolated from observed gravity values.
 JZ2408
 JZ2408;                    North         East    Units  Estimated Accuracy
 JZ2408;SPC IN E     -   481,050.      109,040.      MT  (+/- 180 meters Scaled)
 JZ2408
 JZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ235822(NAD 83)
 JZ2408
 JZ2408                          SUPERSEDED SURVEY CONTROL
 JZ2408
 JZ2408  NGVD 29 (??/??/92)  281.500  (m)          923.55   (f) ADJ UNCH    2 0
 JZ2408
 JZ2408.Superseded values are not recommended for survey control.
 JZ2408
 JZ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2408.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2408
 JZ2408_MARKER: DB = BENCH MARK DISK
 JZ2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2408_STAMPING: D 47 1934
 JZ2408_MARK LOGO: CGS
 JZ2408_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2408+STABILITY: SURFACE MOTION
 JZ2408
 JZ2408  HISTORY     - Date     Condition        Report By
 JZ2408  HISTORY     - 1934     MONUMENTED       CGS
 JZ2408  HISTORY     - 1947     GOOD             CGS
 JZ2408
 JZ2408                          STATION DESCRIPTION
 JZ2408
 JZ2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2408'6 MI W FROM RUSHVILLE.
 JZ2408'ABOUT 6.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2408'STATION AT RUSHVILLE, ABOUT 0.9 MILE EAST OF THE CROSSING AT
 JZ2408'HOMER, 2.0 FEET NORTH OF MILEPOST C 36, 5.5 FEET SOUTH OF THE
 JZ2408'SOUTH RAIL OF THE TRACK, 57 FEET NORTH OF THE CENTER LINE OF
 JZ2408'STATE HIGHWAY 44, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2408'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ2408'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0604 ***********************************************************************
 JZ0604  DESIGNATION -  D 48
 JZ0604  PID         -  JZ0604
 JZ0604  STATE/COUNTY-  IN/FRANKLIN
 JZ0604  COUNTRY     -  US
 JZ0604  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0604
 JZ0604                         *CURRENT SURVEY CONTROL
 JZ0604  ______________________________________________________________________
 JZ0604* NAD 83(1986) POSITION- 39 20 52.     (N) 084 57 06.     (W)   SCALED
 JZ0604* NAVD 88 ORTHO HEIGHT -   182.558 (meters)      598.94  (feet) ADJUSTED
 JZ0604  ______________________________________________________________________
 JZ0604  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 JZ0604  DYNAMIC HEIGHT  -        182.448 (meters)      598.58  (feet) COMP
 JZ0604  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JZ0604
 JZ0604  VERT ORDER      -  SECOND    CLASS 0
 JZ0604
 JZ0604.The horizontal coordinates were scaled from a map and have
 JZ0604.an estimated accuracy of +/- 6 seconds.
 JZ0604
 JZ0604.The orthometric height was determined by differential leveling and
 JZ0604.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0604.in June 1991.
 JZ0604
 JZ0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0604.GEOID18 height accuracy estimate available here.
 JZ0604
 JZ0604.Click photographs - Photos may exist for this station.
 JZ0604
 JZ0604.The dynamic height is computed by dividing the NAVD 88
 JZ0604.geopotential number by the normal gravity value computed on the
 JZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0604.degrees latitude (g = 980.6199 gals.).
 JZ0604
 JZ0604.The modeled gravity was interpolated from observed gravity values.
 JZ0604
 JZ0604;                    North         East    Units  Estimated Accuracy
 JZ0604;SPC IN E     -   455,350.      161,630.      MT  (+/- 180 meters Scaled)
 JZ0604
 JZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765573(NAD 83)
 JZ0604
 JZ0604                          SUPERSEDED SURVEY CONTROL
 JZ0604
 JZ0604  NGVD 29 (??/??/92)  182.748  (m)          599.57   (f) ADJ UNCH    2 0
 JZ0604
 JZ0604.Superseded values are not recommended for survey control.
 JZ0604
 JZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0604.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0604
 JZ0604_MARKER: DB = BENCH MARK DISK
 JZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0604_STAMPING: D 48 1934
 JZ0604_MARK LOGO: CGS
 JZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0604+STABILITY: SURFACE MOTION
 JZ0604
 JZ0604  HISTORY     - Date     Condition        Report By
 JZ0604  HISTORY     - 1934     MONUMENTED       CGS
 JZ0604  HISTORY     - 1947     GOOD             CGS
 JZ0604
 JZ0604                          STATION DESCRIPTION
 JZ0604
 JZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0604'0.9 MI S FROM CEDAR GROVE.
 JZ0604'ALONG STATE HIGHWAY 56.  17.9 FT N OF SMALL HIGHWAY CULVERT, AT
 JZ0604'TELEGRAPH POLE 395 FT NE OF A SMALL HIGHWAY BRIDGE, 0.5 MI SW OF
 JZ0604'BRIDGE OVER WHITE WATER RIVER.  8.5 FT N OF WIRE FENCE.  5 FT
 JZ0604'BELOW LEVEL OF HIGHWAY.  STANDARD BRONZE DISC SET IN TOP OF A
 JZ0604'CONCRETE POST.  NOTE-- MARK WAS FOUND AS DESCRIBED AND IN GOOD
 JZ0604'CONDITION BUT WAS LOCATED IN A PLACE THAT IT WOULD HAVE BEEN
 JZ0604'DESTROYED BY HIGHWAY CONSTRUCTION VERY SOON SO THE MARK WAS
 JZ0604'RE-SET AFTER CHECK LEVELING WAS COMPLETED AND A NEW ELEVATION
 JZ0604'ESTABLISHED.
 JZ0604
 JZ0604                          STATION RECOVERY (1947)
 JZ0604
 JZ0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0605 ***********************************************************************
 JZ0605  DESIGNATION -  D 48 RESET
 JZ0605  PID         -  JZ0605
 JZ0605  STATE/COUNTY-  IN/FRANKLIN
 JZ0605  COUNTRY     -  US
 JZ0605  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0605
 JZ0605                         *CURRENT SURVEY CONTROL
 JZ0605  ______________________________________________________________________
 JZ0605* NAD 83(1986) POSITION- 39 20 54.     (N) 084 57 04.     (W)   SCALED
 JZ0605* NAVD 88 ORTHO HEIGHT -   183.988 (meters)      603.63  (feet) ADJUSTED
 JZ0605  ______________________________________________________________________
 JZ0605  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JZ0605  DYNAMIC HEIGHT  -        183.878 (meters)      603.27  (feet) COMP
 JZ0605  MODELED GRAVITY -    980,025.2   (mgal)                       NAVD 88
 JZ0605
 JZ0605  VERT ORDER      -  SECOND    CLASS 0
 JZ0605
 JZ0605.The horizontal coordinates were scaled from a map and have
 JZ0605.an estimated accuracy of +/- 6 seconds.
 JZ0605
 JZ0605.The orthometric height was determined by differential leveling and
 JZ0605.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0605.in June 1991.
 JZ0605
 JZ0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0605.GEOID18 height accuracy estimate available here.
 JZ0605
 JZ0605.Click photographs - Photos may exist for this station.
 JZ0605
 JZ0605.The dynamic height is computed by dividing the NAVD 88
 JZ0605.geopotential number by the normal gravity value computed on the
 JZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0605.degrees latitude (g = 980.6199 gals.).
 JZ0605
 JZ0605.The modeled gravity was interpolated from observed gravity values.
 JZ0605
 JZ0605;                    North         East    Units  Estimated Accuracy
 JZ0605;SPC IN E     -   455,410.      161,680.      MT  (+/- 180 meters Scaled)
 JZ0605
 JZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765574(NAD 83)
 JZ0605
 JZ0605                          SUPERSEDED SURVEY CONTROL
 JZ0605
 JZ0605  NGVD 29 (??/??/92)  184.178  (m)          604.26   (f) ADJ UNCH    2 0
 JZ0605
 JZ0605.Superseded values are not recommended for survey control.
 JZ0605
 JZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0605.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0605
 JZ0605_MARKER: DB = BENCH MARK DISK
 JZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0605_STAMPING: D 48 1934 RESET 1947
 JZ0605_MARK LOGO: CGS
 JZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0605+STABILITY: SURFACE MOTION
 JZ0605
 JZ0605  HISTORY     - Date     Condition        Report By
 JZ0605  HISTORY     - 1947     MONUMENTED       CGS
 JZ0605
 JZ0605                          STATION DESCRIPTION
 JZ0605
 JZ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0605'0.9 MI S FROM CEDAR GROVE.
 JZ0605'0.9 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0605'CEDAR GROVE, ACROSS THE HIGHWAY FROM A DRIVE WAY LEADING WEST
 JZ0605'ACROSS A CREEK TO A FARM HOUSE, 24.5 FEET EAST OF THE CENTER LINE
 JZ0605'OF THE HIGHWAY, 27 FEET NORTHEAST OF THE NORTH END OF THE EAST
 JZ0605'HEAD WALL OF A SMALL BRIDGE, ABOUT 12 FEET NORTH OF THE CENTER
 JZ0605'OF A WIRE GATE, 5 FEET SOUTH OF A FENCE CORNER, 3 FEET NORTH
 JZ0605'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY
 JZ0605'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2195 ***********************************************************************
 JZ2195  DESIGNATION -  D 49
 JZ2195  PID         -  JZ2195
 JZ2195  STATE/COUNTY-  IN/DECATUR
 JZ2195  COUNTRY     -  US
 JZ2195  USGS QUAD   -  WESTPORT (2019)
 JZ2195
 JZ2195                         *CURRENT SURVEY CONTROL
 JZ2195  ______________________________________________________________________
 JZ2195* NAD 83(1986) POSITION- 39 09 14.     (N) 085 35 13.     (W)   SCALED
 JZ2195* NAVD 88 ORTHO HEIGHT -   240.956 (meters)      790.54  (feet) ADJUSTED
 JZ2195  ______________________________________________________________________
 JZ2195  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ2195  DYNAMIC HEIGHT  -        240.802 (meters)      790.03  (feet) COMP
 JZ2195  MODELED GRAVITY -    979,985.7   (mgal)                       NAVD 88
 JZ2195
 JZ2195  VERT ORDER      -  SECOND    CLASS 0
 JZ2195
 JZ2195.The horizontal coordinates were scaled from a map and have
 JZ2195.an estimated accuracy of +/- 6 seconds.
 JZ2195
 JZ2195.The orthometric height was determined by differential leveling and
 JZ2195.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2195.in June 1991.
 JZ2195
 JZ2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2195.GEOID18 height accuracy estimate available here.
 JZ2195
 JZ2195.Click photographs - Photos may exist for this station.
 JZ2195
 JZ2195.The dynamic height is computed by dividing the NAVD 88
 JZ2195.geopotential number by the normal gravity value computed on the
 JZ2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2195.degrees latitude (g = 980.6199 gals.).
 JZ2195
 JZ2195.The modeled gravity was interpolated from observed gravity values.
 JZ2195
 JZ2195;                    North         East    Units  Estimated Accuracy
 JZ2195;SPC IN E     -   433,580.      106,890.      MT  (+/- 180 meters Scaled)
 JZ2195
 JZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220348(NAD 83)
 JZ2195
 JZ2195                          SUPERSEDED SURVEY CONTROL
 JZ2195
 JZ2195  NGVD 29 (??/??/92)  241.075  (m)          790.93   (f) ADJ UNCH    2 0
 JZ2195
 JZ2195.Superseded values are not recommended for survey control.
 JZ2195
 JZ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2195.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2195
 JZ2195_MARKER: DB = BENCH MARK DISK
 JZ2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2195_STAMPING: D 49 1934
 JZ2195_MARK LOGO: CGS
 JZ2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2195+STABILITY: SURFACE MOTION
 JZ2195
 JZ2195  HISTORY     - Date     Condition        Report By
 JZ2195  HISTORY     - 1934     MONUMENTED       CGS
 JZ2195  HISTORY     - 1947     GOOD             CGS
 JZ2195
 JZ2195                          STATION DESCRIPTION
 JZ2195
 JZ2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2195'1.9 MI S FROM WESTPORT.
 JZ2195'ABOUT 1.9 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2195'AND ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT, SET IN
 JZ2195'THE SOUTHWEST ANGLE OF AN EAST-WEST GRAVEL ROAD CROSSING, 19.5
 JZ2195'FEET NORTHWEST OF THE NORTHWEST RAIL, 22 FEET SOUTH OF THE CENTER
 JZ2195'LINE OF THE GRAVEL ROAD, 5 FEET SOUTHEAST OF A CONCRETE FENCE
 JZ2195'CORNER POST, 3.5 FEET EAST OF THE FENCE LINE, 1 FOOT SOUTHWEST
 JZ2195'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 JZ2195'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1323 ***********************************************************************
 LA1323  DESIGNATION -  D 5
 LA1323  PID         -  LA1323
 LA1323  STATE/COUNTY-  IN/GRANT
 LA1323  COUNTRY     -  US
 LA1323  USGS QUAD   -  FAIRMOUNT (2019)
 LA1323
 LA1323                         *CURRENT SURVEY CONTROL
 LA1323  ______________________________________________________________________
 LA1323* NAD 83(1986) POSITION- 40 28 26.     (N) 085 37 34.     (W)   SCALED
 LA1323* NAVD 88 ORTHO HEIGHT -   261.728 (meters)      858.69  (feet) ADJUSTED
 LA1323  ______________________________________________________________________
 LA1323  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 LA1323  DYNAMIC HEIGHT  -        261.595 (meters)      858.25  (feet) COMP
 LA1323  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 LA1323
 LA1323  VERT ORDER      -  FIRST     CLASS II
 LA1323
 LA1323.The horizontal coordinates were scaled from a map and have
 LA1323.an estimated accuracy of +/- 6 seconds.
 LA1323
 LA1323.The orthometric height was determined by differential leveling and
 LA1323.adjusted by the NATIONAL GEODETIC SURVEY
 LA1323.in June 1991.
 LA1323
 LA1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1323.GEOID18 height accuracy estimate available here.
 LA1323
 LA1323.Click photographs - Photos may exist for this station.
 LA1323
 LA1323.The dynamic height is computed by dividing the NAVD 88
 LA1323.geopotential number by the normal gravity value computed on the
 LA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1323.degrees latitude (g = 980.6199 gals.).
 LA1323
 LA1323.The modeled gravity was interpolated from observed gravity values.
 LA1323
 LA1323;                    North         East    Units  Estimated Accuracy
 LA1323;SPC IN E     -   580,140.      103,440.      MT  (+/- 180 meters Scaled)
 LA1323
 LA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK164812(NAD 83)
 LA1323
 LA1323                          SUPERSEDED SURVEY CONTROL
 LA1323
 LA1323  NGVD 29 (??/??/92)  261.866  (m)          859.14   (f) ADJ UNCH    1 2
 LA1323
 LA1323.Superseded values are not recommended for survey control.
 LA1323
 LA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1323.See file dsdata.pdf to determine how the superseded data were derived.
 LA1323
 LA1323_MARKER: Q = CHISELED SQUARE
 LA1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1323_SP_SET: WINDOW SILL
 LA1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1323
 LA1323  HISTORY     - Date     Condition        Report By
 LA1323  HISTORY     - 1916     MONUMENTED       CGS
 LA1323  HISTORY     - 1946     GOOD             CGS
 LA1323
 LA1323                          STATION DESCRIPTION
 LA1323
 LA1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1323'AT JONESBORO.
 LA1323'AT JONESBORO, AT THE HIGH SCHOOL SET ON THE TOP OF THE SOUTH END
 LA1323'OF THE BOTTOM LIMESTONE WINDOW SILL OF THE FIRST WINDOW SOUTH OF
 LA1323'THE WEST ENTRANCE, AND ABOUT 0.4 FOOT ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0686 ***********************************************************************
 KA0686  DESIGNATION -  D 50
 KA0686  PID         -  KA0686
 KA0686  STATE/COUNTY-  IN/HENDRICKS
 KA0686  COUNTRY     -  US
 KA0686  USGS QUAD   -  LIZTON (2019)
 KA0686
 KA0686                         *CURRENT SURVEY CONTROL
 KA0686  ______________________________________________________________________
 KA0686* NAD 83(1986) POSITION- 39 54 06.     (N) 086 34 29.     (W)   SCALED
 KA0686* NAVD 88 ORTHO HEIGHT -   295.897 (meters)      970.79  (feet) ADJUSTED
 KA0686  ______________________________________________________________________
 KA0686  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA0686  DYNAMIC HEIGHT  -        295.735 (meters)      970.26  (feet) COMP
 KA0686  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 KA0686
 KA0686  VERT ORDER      -  SECOND    CLASS 0
 KA0686
 KA0686.The horizontal coordinates were scaled from a map and have
 KA0686.an estimated accuracy of +/- 6 seconds.
 KA0686
 KA0686.The orthometric height was determined by differential leveling and
 KA0686.adjusted by the NATIONAL GEODETIC SURVEY
 KA0686.in June 1991.
 KA0686
 KA0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0686.GEOID18 height accuracy estimate available here.
 KA0686
 KA0686.Click photographs - Photos may exist for this station.
 KA0686
 KA0686.The dynamic height is computed by dividing the NAVD 88
 KA0686.geopotential number by the normal gravity value computed on the
 KA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0686.degrees latitude (g = 980.6199 gals.).
 KA0686
 KA0686.The modeled gravity was interpolated from observed gravity values.
 KA0686
 KA0686;                    North         East    Units  Estimated Accuracy
 KA0686;SPC IN W     -   516,720.      943,490.      MT  (+/- 180 meters Scaled)
 KA0686
 KA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK363169(NAD 83)
 KA0686
 KA0686                          SUPERSEDED SURVEY CONTROL
 KA0686
 KA0686  NGVD 29 (??/??/92)  295.994  (m)          971.11   (f) ADJ UNCH    2 0
 KA0686
 KA0686.Superseded values are not recommended for survey control.
 KA0686
 KA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0686.See file dsdata.pdf to determine how the superseded data were derived.
 KA0686
 KA0686_MARKER: DB = BENCH MARK DISK
 KA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0686_STAMPING: D 50 1934
 KA0686_MARK LOGO: CGS
 KA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0686+STABILITY: SURFACE MOTION
 KA0686
 KA0686  HISTORY     - Date     Condition        Report By
 KA0686  HISTORY     - 1934     MONUMENTED       CGS
 KA0686  HISTORY     - 1946     GOOD             CGS
 KA0686
 KA0686                          STATION DESCRIPTION
 KA0686
 KA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0686'1.9 MI NW FROM LIZTON.
 KA0686'RECOVERED AS FOLLOWS-- 1.9 MILES NORTHWEST ALONG THE PEORIA AND
 KA0686'EASTERN RAILWAY FROM THE POST OFFICE AT LIZTON (THE RAILWAY
 KA0686'STATION HAS BEEN DESTROYED), 0.2 MILE NORTHWEST OF MILEPOST 24,
 KA0686'0.1 MILE SOUTHEAST OF A NORTH-AND-SOUTH GRAVEL-ROAD CROSSING,
 KA0686'6 FEET NORTHEAST OF POLE 24/11, 40 FEET NORTHEAST OF THE
 KA0686'CENTERLINE OF STATE HIGHWAY 34, 14.5 FEET SOUTHWEST OF THE
 KA0686'SOUTHWEST RAIL OF THE TRACK, ACROSS THE HIGHWAY FROM A SMALL
 KA0686'WOODED AREA, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 KA0686'AND LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1539 ***********************************************************************
 KA1539  DESIGNATION -  D 51
 KA1539  PID         -  KA1539
 KA1539  STATE/COUNTY-  IN/VERMILLION
 KA1539  COUNTRY     -  US
 KA1539  USGS QUAD   -  DANA (2019)
 KA1539
 KA1539                         *CURRENT SURVEY CONTROL
 KA1539  ______________________________________________________________________
 KA1539* NAD 83(1986) POSITION- 39 46 36.13   (N) 087 23 08.43   (W)   HD_HELD1
 KA1539* NAVD 88 ORTHO HEIGHT -   149.618 (meters)      490.87  (feet) ADJUSTED
 KA1539  ______________________________________________________________________
 KA1539  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 KA1539  DYNAMIC HEIGHT  -        149.535 (meters)      490.60  (feet) COMP
 KA1539  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 KA1539
 KA1539  VERT ORDER      -  SECOND    CLASS 0
 KA1539
 KA1539.The horizontal coordinates were determined by differentially corrected
 KA1539.hand held GPS observations or other comparable positioning techniques
 KA1539.and have an estimated accuracy of +/- 3 meters.
 KA1539
 KA1539.The orthometric height was determined by differential leveling and
 KA1539.adjusted by the NATIONAL GEODETIC SURVEY
 KA1539.in June 1991.
 KA1539
 KA1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1539.GEOID18 height accuracy estimate available here.
 KA1539
 KA1539.Click photographs - Photos may exist for this station.
 KA1539
 KA1539.The dynamic height is computed by dividing the NAVD 88
 KA1539.geopotential number by the normal gravity value computed on the
 KA1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1539.degrees latitude (g = 980.6199 gals.).
 KA1539
 KA1539.The modeled gravity was interpolated from observed gravity values.
 KA1539
 KA1539;                    North         East    Units  Estimated Accuracy
 KA1539;SPC IN W     -   502,768.9     874,098.8     MT  (+/- 3 meters HH1 GPS) 
 KA1539
 KA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6697103045(NAD 83)
 KA1539
 KA1539                          SUPERSEDED SURVEY CONTROL
 KA1539
 KA1539  NGVD 29 (??/??/92)  149.720  (m)          491.21   (f) ADJ UNCH    2 0
 KA1539
 KA1539.Superseded values are not recommended for survey control.
 KA1539
 KA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1539.See file dsdata.pdf to determine how the superseded data were derived.
 KA1539
 KA1539_MARKER: DB = BENCH MARK DISK
 KA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1539_STAMPING: D 51 1934
 KA1539_MARK LOGO: CGS
 KA1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1539+STABILITY: SURFACE MOTION
 KA1539
 KA1539  HISTORY     - Date     Condition        Report By
 KA1539  HISTORY     - 1934     MONUMENTED       CGS
 KA1539  HISTORY     - 1938     GOOD             CGS
 KA1539  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1539
 KA1539                          STATION DESCRIPTION
 KA1539
 KA1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1539'AT HILLSDALE.
 KA1539'AT HILLSDALE, VERMILLION COUNTY, 21 YARDS NORTH OF THE NORTH
 KA1539'END OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION, 21
 KA1539'RAILS SOUTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD,
 KA1539'AND 6 YARDS WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK.  A
 KA1539'STANDARD DISK, STAMPED D 51 1934 AND SET IN THE TOP OF A CONCRETE
 KA1539'POST PROJECTING 2 INCHES ABOVE GROUND.
 KA1539
 KA1539                          STATION RECOVERY (1986)
 KA1539
 KA1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0434 ***********************************************************************
 KA0434  DESIGNATION -  D 52
 KA0434  PID         -  KA0434
 KA0434  STATE/COUNTY-  IN/MONROE
 KA0434  COUNTRY     -  US
 KA0434  USGS QUAD   -  GOSPORT (2019)
 KA0434
 KA0434                         *CURRENT SURVEY CONTROL
 KA0434  ______________________________________________________________________
 KA0434* NAD 83(1986) POSITION- 39 16 28.     (N) 086 38 27.     (W)   SCALED
 KA0434* NAVD 88 ORTHO HEIGHT -   191.620 (meters)      628.67  (feet) ADJUSTED
 KA0434  ______________________________________________________________________
 KA0434  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA0434  DYNAMIC HEIGHT  -        191.506 (meters)      628.30  (feet) COMP
 KA0434  MODELED GRAVITY -    980,028.8   (mgal)                       NAVD 88
 KA0434
 KA0434  VERT ORDER      -  SECOND    CLASS 0
 KA0434
 KA0434.The horizontal coordinates were scaled from a map and have
 KA0434.an estimated accuracy of +/- 6 seconds.
 KA0434
 KA0434.The orthometric height was determined by differential leveling and
 KA0434.adjusted by the NATIONAL GEODETIC SURVEY
 KA0434.in June 1991.
 KA0434
 KA0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0434.GEOID18 height accuracy estimate available here.
 KA0434
 KA0434.Click photographs - Photos may exist for this station.
 KA0434
 KA0434.The dynamic height is computed by dividing the NAVD 88
 KA0434.geopotential number by the normal gravity value computed on the
 KA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0434.degrees latitude (g = 980.6199 gals.).
 KA0434
 KA0434.The modeled gravity was interpolated from observed gravity values.
 KA0434
 KA0434;                    North         East    Units  Estimated Accuracy
 KA0434;SPC IN W     -   447,060.      938,180.      MT  (+/- 180 meters Scaled)
 KA0434
 KA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ309472(NAD 83)
 KA0434
 KA0434                          SUPERSEDED SURVEY CONTROL
 KA0434
 KA0434  NGVD 29 (??/??/92)  191.742  (m)          629.07   (f) ADJ UNCH    2 0
 KA0434
 KA0434.Superseded values are not recommended for survey control.
 KA0434
 KA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0434.See file dsdata.pdf to determine how the superseded data were derived.
 KA0434
 KA0434_MARKER: DB = BENCH MARK DISK
 KA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0434_STAMPING: D 52 1934
 KA0434_MARK LOGO: CGS
 KA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0434+STABILITY: SURFACE MOTION
 KA0434
 KA0434  HISTORY     - Date     Condition        Report By
 KA0434  HISTORY     - 1934     MONUMENTED       CGS
 KA0434
 KA0434                          STATION DESCRIPTION
 KA0434
 KA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0434'1.8 MI S FROM STINESVILLE.
 KA0434'1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0434'RAILWAY FROM THE STATION AT STINESVILLE, MONROE COUNTY, 0.3 MILE
 KA0434'SOUTH OF THE WATER STATION, 42 RAILS NORTH OF MILEPOST 210, 16
 KA0434'RAILS NORTH OF A SMALL ROAD CROSSING, 1 RAIL NORTH OF THE NORTH
 KA0434'END OF STONE CULVERT 209+7, 18 FEET EAST OF THE EAST RAIL, AND
 KA0434'6 FEET WEST OF THE FENCE LINE.  A STANDARD DISK, STAMPED D 52
 KA0434'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0434'ABOVE GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0434'RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0324 ***********************************************************************
 KA0324  DESIGNATION -  D 53
 KA0324  PID         -  KA0324
 KA0324  STATE/COUNTY-  IN/BROWN
 KA0324  COUNTRY     -  US
 KA0324  USGS QUAD   -  BELMONT (2019)
 KA0324
 KA0324                         *CURRENT SURVEY CONTROL
 KA0324  ______________________________________________________________________
 KA0324* NAD 83(1986) POSITION- 39 09 06.     (N) 086 21 39.     (W)   SCALED
 KA0324* NAVD 88 ORTHO HEIGHT -   170.362 (meters)      558.93  (feet) ADJUSTED
 KA0324  ______________________________________________________________________
 KA0324  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 KA0324  DYNAMIC HEIGHT  -        170.258 (meters)      558.59  (feet) COMP
 KA0324  MODELED GRAVITY -    980,016.9   (mgal)                       NAVD 88
 KA0324
 KA0324  VERT ORDER      -  SECOND    CLASS 0
 KA0324
 KA0324.The horizontal coordinates were scaled from a map and have
 KA0324.an estimated accuracy of +/- 6 seconds.
 KA0324
 KA0324.The orthometric height was determined by differential leveling and
 KA0324.adjusted by the NATIONAL GEODETIC SURVEY
 KA0324.in June 1991.
 KA0324
 KA0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0324.GEOID18 height accuracy estimate available here.
 KA0324
 KA0324.Click photographs - Photos may exist for this station.
 KA0324
 KA0324.The dynamic height is computed by dividing the NAVD 88
 KA0324.geopotential number by the normal gravity value computed on the
 KA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0324.degrees latitude (g = 980.6199 gals.).
 KA0324
 KA0324.The modeled gravity was interpolated from observed gravity values.
 KA0324
 KA0324;                    North         East    Units  Estimated Accuracy
 KA0324;SPC IN E     -   433,560.       40,000.      MT  (+/- 180 meters Scaled)
 KA0324
 KA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ552338(NAD 83)
 KA0324
 KA0324                          SUPERSEDED SURVEY CONTROL
 KA0324
 KA0324  NGVD 29 (??/??/92)  170.481  (m)          559.32   (f) ADJ UNCH    2 0
 KA0324
 KA0324.Superseded values are not recommended for survey control.
 KA0324
 KA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0324.See file dsdata.pdf to determine how the superseded data were derived.
 KA0324
 KA0324_MARKER: DB = BENCH MARK DISK
 KA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0324_STAMPING: D 53 1934
 KA0324_MARK LOGO: CGS
 KA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0324+STABILITY: SURFACE MOTION
 KA0324
 KA0324  HISTORY     - Date     Condition        Report By
 KA0324  HISTORY     - 1934     MONUMENTED       CGS
 KA0324  HISTORY     - 1966     MARK NOT FOUND   CGS
 KA0324
 KA0324                          STATION DESCRIPTION
 KA0324
 KA0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0324'8.8 MI W FROM NASHVILLE.
 KA0324'8.8 MILES WEST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0324'AT NASHVILLE, BROWN COUNTY, 0.8 MILE WEST OF BELMONT, ABOUT 100
 KA0324'YARDS WEST OF A BRIDGE OVER A SMALL STREAM AT THE JUNCTION OF A
 KA0324'ROAD LEADING TO THE ROSS STEWART HOUSE, 50 YARDS SOUTHEAST OF A
 KA0324'SMALL UNPAINTED HOUSE, 15 YARDS EAST OF A GATE AT A PASTURE FENCE,
 KA0324'12 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 KA0324'OF THE FENCE.  A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE TOP
 KA0324'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0324
 KA0324                          STATION RECOVERY (1966)
 KA0324
 KA0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1359 ***********************************************************************
 HZ1359  DESIGNATION -  D 56
 HZ1359  PID         -  HZ1359
 HZ1359  STATE/COUNTY-  IN/FLOYD
 HZ1359  COUNTRY     -  US
 HZ1359  USGS QUAD   -  GEORGETOWN (2019)
 HZ1359
 HZ1359                         *CURRENT SURVEY CONTROL
 HZ1359  ______________________________________________________________________
 HZ1359* NAD 83(1986) POSITION- 38 17 38.     (N) 085 58 32.     (W)   SCALED
 HZ1359* NAVD 88 ORTHO HEIGHT -   217.500 (meters)      713.58  (feet) ADJUSTED
 HZ1359  ______________________________________________________________________
 HZ1359  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 HZ1359  DYNAMIC HEIGHT  -        217.348 (meters)      713.08  (feet) COMP
 HZ1359  MODELED GRAVITY -    979,928.9   (mgal)                       NAVD 88
 HZ1359
 HZ1359  VERT ORDER      -  FIRST     CLASS II
 HZ1359
 HZ1359.The horizontal coordinates were scaled from a map and have
 HZ1359.an estimated accuracy of +/- 6 seconds.
 HZ1359
 HZ1359.The orthometric height was determined by differential leveling and
 HZ1359.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1359.in June 1991.
 HZ1359
 HZ1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1359.GEOID18 height accuracy estimate available here.
 HZ1359
 HZ1359.Click photographs - Photos may exist for this station.
 HZ1359
 HZ1359.The dynamic height is computed by dividing the NAVD 88
 HZ1359.geopotential number by the normal gravity value computed on the
 HZ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1359.degrees latitude (g = 980.6199 gals.).
 HZ1359
 HZ1359.The modeled gravity was interpolated from observed gravity values.
 HZ1359
 HZ1359;                    North         East    Units  Estimated Accuracy
 HZ1359;SPC IN E     -   338,160.       72,980.      MT  (+/- 180 meters Scaled)
 HZ1359
 HZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH895389(NAD 83)
 HZ1359
 HZ1359                          SUPERSEDED SURVEY CONTROL
 HZ1359
 HZ1359  NGVD 29 (??/??/92)  217.631  (m)          714.01   (f) ADJ UNCH    1 2
 HZ1359
 HZ1359.Superseded values are not recommended for survey control.
 HZ1359
 HZ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1359.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1359
 HZ1359_MARKER: DB = BENCH MARK DISK
 HZ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1359_STAMPING: D 56 1934
 HZ1359_MARK LOGO: CGS
 HZ1359_PROJECTION: FLUSH
 HZ1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1359+STABILITY: SURFACE MOTION
 HZ1359
 HZ1359  HISTORY     - Date     Condition        Report By
 HZ1359  HISTORY     - 1934     MONUMENTED       CGS
 HZ1359  HISTORY     - 1965     GOOD             CGS
 HZ1359
 HZ1359                          STATION DESCRIPTION
 HZ1359
 HZ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1359'AT GEORGETOWN.
 HZ1359'AT GEORGETOWN, ON THE SOUTHERN RAILROAD, 85 FEET SOUTHWEST AND
 HZ1359'ACROSS KEPLEY ROAD FROM THE SOUTHWEST CORNER OF THE UNITED BRETHERN
 HZ1359'CHURCH, 25 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 HZ1359'RAILROAD AND KEPLEY ROAD, 11 FEET NORTH OF THE NORTH RAIL, 21
 HZ1359'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTHEAST
 HZ1359'OF A STEEL POST SUPPORTING A SIGNAL BATTERY BOX, 1 1/2 FEET NORTHWEST
 HZ1359'OF THE NORTHWEST CORNER OF THE BATTERY BOX, 77 FEET WEST OF A
 HZ1359'POWER POLE BEARING A LIGHT METER, ABOUT LEVEL WITH THE ROAD AND
 HZ1359'THE RAILS, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1134 ***********************************************************************
 JA1134  DESIGNATION -  D 58
 JA1134  PID         -  JA1134
 JA1134  STATE/COUNTY-  IN/GIBSON
 JA1134  COUNTRY     -  US
 JA1134  USGS QUAD   -  PRINCETON (2019)
 JA1134
 JA1134                         *CURRENT SURVEY CONTROL
 JA1134  ______________________________________________________________________
 JA1134* NAD 83(1986) POSITION- 38 21 42.84   (N) 087 35 05.18   (W)   HD_HELD1
 JA1134* NAVD 88 ORTHO HEIGHT -   139.781 (meters)      458.60  (feet) ADJUSTED
 JA1134  ______________________________________________________________________
 JA1134  GEOID HEIGHT    -        -31.475 (meters)                     GEOID18
 JA1134  DYNAMIC HEIGHT  -        139.689 (meters)      458.30  (feet) COMP
 JA1134  MODELED GRAVITY -    979,965.7   (mgal)                       NAVD 88
 JA1134
 JA1134  VERT ORDER      -  FIRST     CLASS II
 JA1134
 JA1134.The horizontal coordinates were determined by differentially corrected
 JA1134.hand held GPS observations or other comparable positioning techniques
 JA1134.and have an estimated accuracy of +/- 3 meters.
 JA1134
 JA1134.The orthometric height was determined by differential leveling and
 JA1134.adjusted by the NATIONAL GEODETIC SURVEY
 JA1134.in June 1991.
 JA1134
 JA1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1134.GEOID18 height accuracy estimate available here.
 JA1134
 JA1134.Click photographs - Photos may exist for this station.
 JA1134
 JA1134.The dynamic height is computed by dividing the NAVD 88
 JA1134.geopotential number by the normal gravity value computed on the
 JA1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1134.degrees latitude (g = 980.6199 gals.).
 JA1134
 JA1134.The modeled gravity was interpolated from observed gravity values.
 JA1134
 JA1134;                    North         East    Units  Estimated Accuracy
 JA1134;SPC IN W     -   345,782.6     856,176.0     MT  (+/- 3 meters HH1 GPS) 
 JA1134
 JA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4891146131(NAD 83)
 JA1134
 JA1134                          SUPERSEDED SURVEY CONTROL
 JA1134
 JA1134  NGVD 29 (??/??/92)  139.918  (m)          459.05   (f) ADJ UNCH    1 2
 JA1134
 JA1134.Superseded values are not recommended for survey control.
 JA1134
 JA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1134.See file dsdata.pdf to determine how the superseded data were derived.
 JA1134
 JA1134_MARKER: DB = BENCH MARK DISK
 JA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1134_STAMPING: D 58 1934
 JA1134_MARK LOGO: CGS
 JA1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1134+STABILITY: SURFACE MOTION
 JA1134
 JA1134  HISTORY     - Date     Condition        Report By
 JA1134  HISTORY     - 1934     MONUMENTED       CGS
 JA1134  HISTORY     - 1965     GOOD             CGS
 JA1134
 JA1134                          STATION DESCRIPTION
 JA1134
 JA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1134'1 MI W FROM PRINCETON.
 JA1134'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1134'COUNTY COURTHOUSE AT PRINCETON, THENCE 0.65 MILE WEST ALONG THE
 JA1134'SOUTHERN RAILWAY, ABOUT 0.15 MILE SOUTH OF A LARGE GRAIN MILL,
 JA1134'27 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE SOUTHERN
 JA1134'RAILWAY AND THE CHICAGO AND EASTERN ILLINOIS RAILROAD, 21 FEET
 JA1134'NORTH OF THE NORTH RAIL OF THE SOUTHERN RAILWAY, 91 YARDS EAST OF
 JA1134'MILEPOST 161, 20 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JA1134'CHICAGO AND EASTERN ILLINOIS RAILROAD, 35 FEET SOUTHWEST OF THE
 JA1134'SOUTHWEST RAIL OF A SIDETRACK, 119 FEET EAST OF A TELEPHONE
 JA1134'POLE WHICH IS LOCATED BETWEEN THE TWO RAILROADS, ABOUT 1 FOOT
 JA1134'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 JA1134'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1077 ***********************************************************************
 JA1077  DESIGNATION -  D 59
 JA1077  PID         -  JA1077
 JA1077  STATE/COUNTY-  IN/PIKE
 JA1077  COUNTRY     -  US
 JA1077  USGS QUAD   -  PETERSBURG (2019)
 JA1077
 JA1077                         *CURRENT SURVEY CONTROL
 JA1077  ______________________________________________________________________
 JA1077* NAD 83(1986) POSITION- 38 24 52.21   (N) 087 17 52.86   (W)   HD_HELD1
 JA1077* NAVD 88 ORTHO HEIGHT -   132.422 (meters)      434.45  (feet) ADJUSTED
 JA1077  ______________________________________________________________________
 JA1077  GEOID HEIGHT    -        -31.909 (meters)                     GEOID18
 JA1077  DYNAMIC HEIGHT  -        132.335 (meters)      434.17  (feet) COMP
 JA1077  MODELED GRAVITY -    979,973.8   (mgal)                       NAVD 88
 JA1077
 JA1077  VERT ORDER      -  SECOND    CLASS 0
 JA1077
 JA1077.The horizontal coordinates were determined by differentially corrected
 JA1077.hand held GPS observations or other comparable positioning techniques
 JA1077.and have an estimated accuracy of +/- 3 meters.
 JA1077
 JA1077.The orthometric height was determined by differential leveling and
 JA1077.adjusted by the NATIONAL GEODETIC SURVEY
 JA1077.in June 1991.
 JA1077
 JA1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1077.GEOID18 height accuracy estimate available here.
 JA1077
 JA1077.Click photographs - Photos may exist for this station.
 JA1077
 JA1077.The dynamic height is computed by dividing the NAVD 88
 JA1077.geopotential number by the normal gravity value computed on the
 JA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1077.degrees latitude (g = 980.6199 gals.).
 JA1077
 JA1077.The modeled gravity was interpolated from observed gravity values.
 JA1077
 JA1077;                    North         East    Units  Estimated Accuracy
 JA1077;SPC IN W     -   351,524.3     881,251.1     MT  (+/- 3 meters HH1 GPS) 
 JA1077
 JA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7398251848(NAD 83)
 JA1077
 JA1077                          SUPERSEDED SURVEY CONTROL
 JA1077
 JA1077  NGVD 29 (??/??/92)  132.541  (m)          434.84   (f) ADJ UNCH    2 0
 JA1077
 JA1077.Superseded values are not recommended for survey control.
 JA1077
 JA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1077.See file dsdata.pdf to determine how the superseded data were derived.
 JA1077
 JA1077_MARKER: DB = BENCH MARK DISK
 JA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1077_STAMPING: D 59 1934
 JA1077_MARK LOGO: CGS
 JA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1077+STABILITY: SURFACE MOTION
 JA1077
 JA1077  HISTORY     - Date     Condition        Report By
 JA1077  HISTORY     - 1934     MONUMENTED       CGS
 JA1077  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1077
 JA1077                          STATION DESCRIPTION
 JA1077
 JA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1077'6.2 MI S FROM PETERSBURG.
 JA1077'6.2 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JA1077'ST. LOUIS RAILWAY FROM THE STATION AT PETERSBURG, PIKE COUNTY,
 JA1077'0.2 MILE SOUTH OF THE STATION AT GLEZEN, 0.4 MILE SOUTH OF
 JA1077'MILEPOST 103, IN THE NORTHWEST ANGLE OF THE FIRT ROAD CROSSING
 JA1077'SOUTH OF GLEZEN, 25 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 JA1077'ROAD, 11.2 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER
 JA1077'THAN THE TRACK.  A STANDARD DISK, STAMPED D 59 1934 AND SET IN
 JA1077'THE TOP OF A CONCRETE POST.  NOTE-- THE TRACK HAS BEEN RAISED AND
 JA1077'ALOT OF BALLAST HAS BEEN PUT WHERE THE MARK SHOULD HAVE BEEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1677 ***********************************************************************
 HZ1677  DESIGNATION -  D 60
 HZ1677  PID         -  HZ1677
 HZ1677  STATE/COUNTY-  IN/CLARK
 HZ1677  COUNTRY     -  US
 HZ1677  USGS QUAD   -  HENRYVILLE (2019)
 HZ1677
 HZ1677                         *CURRENT SURVEY CONTROL
 HZ1677  ______________________________________________________________________
 HZ1677* NAD 83(1986) POSITION- 38 34 51.58   (N) 085 45 50.76   (W)   HD_HELD1
 HZ1677* NAVD 88 ORTHO HEIGHT -   175.215 (meters)      574.85  (feet) ADJUSTED
 HZ1677  ______________________________________________________________________
 HZ1677  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 HZ1677  DYNAMIC HEIGHT  -        175.099 (meters)      574.47  (feet) COMP
 HZ1677  MODELED GRAVITY -    979,965.3   (mgal)                       NAVD 88
 HZ1677
 HZ1677  VERT ORDER      -  SECOND    CLASS 0
 HZ1677
 HZ1677.The horizontal coordinates were determined by differentially corrected
 HZ1677.hand held GPS observations or other comparable positioning techniques
 HZ1677.and have an estimated accuracy of +/- 3 meters.
 HZ1677
 HZ1677.The orthometric height was determined by differential leveling and
 HZ1677.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1677.in June 1991.
 HZ1677
 HZ1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1677.GEOID18 height accuracy estimate available here.
 HZ1677
 HZ1677.Click photographs - Photos may exist for this station.
 HZ1677
 HZ1677.The dynamic height is computed by dividing the NAVD 88
 HZ1677.geopotential number by the normal gravity value computed on the
 HZ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1677.degrees latitude (g = 980.6199 gals.).
 HZ1677
 HZ1677.The modeled gravity was interpolated from observed gravity values.
 HZ1677
 HZ1677;                    North         East    Units  Estimated Accuracy
 HZ1677;SPC IN E     -   369,987.9      91,510.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1677
 HZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0764871004(NAD 83)
 HZ1677
 HZ1677                          SUPERSEDED SURVEY CONTROL
 HZ1677
 HZ1677  NGVD 29 (??/??/92)  175.341  (m)          575.26   (f) ADJ UNCH    2 0
 HZ1677
 HZ1677.Superseded values are not recommended for survey control.
 HZ1677
 HZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1677.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1677
 HZ1677_MARKER: DB = BENCH MARK DISK
 HZ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1677_STAMPING: D 60 1934
 HZ1677_MARK LOGO: CGS
 HZ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1677+STABILITY: SURFACE MOTION
 HZ1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1677+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 HZ1677
 HZ1677  HISTORY     - Date     Condition        Report By
 HZ1677  HISTORY     - 1934     MONUMENTED       CGS
 HZ1677  HISTORY     - 20230329 GOOD             INDOT
 HZ1677
 HZ1677                          STATION DESCRIPTION
 HZ1677
 HZ1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1677'2.6 MI N FROM HENRYVILLE.
 HZ1677'2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1677'AT HENRYVILLE, CLARK COUNTY, 42 YARDS EAST OF THE CENTERLINE
 HZ1677'OF U.S. HIGHWAY 31 E, 46.7 FEET NORTH OF THE CENTERLINE OF A
 HZ1677'PRIVATE ROAD, 23.7 FEET EAST OF THE EAST RAIL, 2.8 FEET WEST OF A
 HZ1677'FENCE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 HZ1677'DISK, STAMPED D 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HZ1677
 HZ1677                          STATION RECOVERY (2023)
 HZ1677
 HZ1677'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0091 ***********************************************************************
 KA0091  DESIGNATION -  D 61
 KA0091  PID         -  KA0091
 KA0091  STATE/COUNTY-  IN/HENDRICKS
 KA0091  COUNTRY     -  US
 KA0091  USGS QUAD   -  BROWNSBURG (2019)
 KA0091
 KA0091                         *CURRENT SURVEY CONTROL
 KA0091  ______________________________________________________________________
 KA0091* NAD 83(1986) POSITION- 39 45 25.     (N) 086 26 00.     (W)   SCALED
 KA0091* NAVD 88 ORTHO HEIGHT -   255.054 (meters)      836.79  (feet) ADJUSTED
 KA0091  ______________________________________________________________________
 KA0091  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 KA0091  DYNAMIC HEIGHT  -        254.915 (meters)      836.33  (feet) COMP
 KA0091  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 KA0091
 KA0091  VERT ORDER      -  FIRST     CLASS II
 KA0091
 KA0091.The horizontal coordinates were scaled from a map and have
 KA0091.an estimated accuracy of +/- 6 seconds.
 KA0091
 KA0091.The orthometric height was determined by differential leveling and
 KA0091.adjusted by the NATIONAL GEODETIC SURVEY
 KA0091.in June 1991.
 KA0091
 KA0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0091.GEOID18 height accuracy estimate available here.
 KA0091
 KA0091.Click photographs - Photos may exist for this station.
 KA0091
 KA0091.The dynamic height is computed by dividing the NAVD 88
 KA0091.geopotential number by the normal gravity value computed on the
 KA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0091.degrees latitude (g = 980.6199 gals.).
 KA0091
 KA0091.The modeled gravity was interpolated from observed gravity values.
 KA0091
 KA0091;                    North         East    Units  Estimated Accuracy
 KA0091;SPC IN W     -   500,730.      955,700.      MT  (+/- 180 meters Scaled)
 KA0091
 KA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK485009(NAD 83)
 KA0091
 KA0091                          SUPERSEDED SURVEY CONTROL
 KA0091
 KA0091  NGVD 29 (??/??/92)  255.169  (m)          837.17   (f) ADJ UNCH    1 2
 KA0091
 KA0091.Superseded values are not recommended for survey control.
 KA0091
 KA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0091.See file dsdata.pdf to determine how the superseded data were derived.
 KA0091
 KA0091_MARKER: DB = BENCH MARK DISK
 KA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0091_STAMPING: D 61 1946
 KA0091_MARK LOGO: CGS
 KA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0091+STABILITY: SURFACE MOTION
 KA0091
 KA0091  HISTORY     - Date     Condition        Report By
 KA0091  HISTORY     - 1946     MONUMENTED       CGS
 KA0091  HISTORY     - 1978     GOOD             LOCSUR
 KA0091  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0091
 KA0091                          STATION DESCRIPTION
 KA0091
 KA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0091'1.8 MI W FROM AVON.
 KA0091'ABOUT 1.75 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0091'THE CROSSING OF THE AVON-PLAINFIELD ROAD AT AVON, ABOUT 4.25
 KA0091'MILE EAST OF THE STATION AT DANVILLE, AT A NORTH-SOUTH MACADAM
 KA0091'ROAD CROSSING, 2 1/2 POLES EAST OF POLE NUMBER 14/35, 34 FEET
 KA0091'SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 25 FEET WEST
 KA0091'OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF A FENCE CORNER,
 KA0091'1 1/2 FEET EAST OF A WHIE WOODEN WITNESS POST AND ABOUT 4 FEET
 KA0091'LOWER THAN THE LEVEL OF THE CROSSING.  A STANDARD DISK, STAMPED
 KA0091'D 61 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0091'7 INCHES ABOVE GROUND.
 KA0091
 KA0091                          STATION RECOVERY (1978)
 KA0091
 KA0091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0091'RECOVERED IN GOOD CONDITION.
 KA0091
 KA0091                          STATION RECOVERY (1985)
 KA0091
 KA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0618 ***********************************************************************
 KA0618  DESIGNATION -  D 62 RESET
 KA0618  PID         -  KA0618
 KA0618  STATE/COUNTY-  IN/PUTNAM
 KA0618  COUNTRY     -  US
 KA0618  USGS QUAD   -  CLOVERDALE (2019)
 KA0618
 KA0618                         *CURRENT SURVEY CONTROL
 KA0618  ______________________________________________________________________
 KA0618* NAD 83(1986) POSITION- 39 35 01.     (N) 086 49 11.     (W)   SCALED
 KA0618* NAVD 88 ORTHO HEIGHT -   242.97  (meters)      797.1   (feet) RESET
 KA0618  ______________________________________________________________________
 KA0618  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 KA0618  VERT ORDER      -  THIRD
 KA0618
 KA0618.The horizontal coordinates were scaled from a map and have
 KA0618.an estimated accuracy of +/- 6 seconds.
 KA0618
 KA0618.The orthometric height was computed from unverified reset data.
 KA0618
 KA0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0618.GEOID18 height accuracy estimate available here.
 KA0618
 KA0618.Click photographs - Photos may exist for this station.
 KA0618
 KA0618;                    North         East    Units  Estimated Accuracy
 KA0618;SPC IN W     -   481,320.      922,650.      MT  (+/- 180 meters Scaled)
 KA0618
 KA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ154815(NAD 83)
 KA0618
 KA0618                          SUPERSEDED SURVEY CONTROL
 KA0618
 KA0618  NGVD 29 (??/??/??)  243.08   (m)          797.5    (f) RESET       3  
 KA0618
 KA0618.Superseded values are not recommended for survey control.
 KA0618
 KA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0618.See file dsdata.pdf to determine how the superseded data were derived.
 KA0618
 KA0618_MARKER: DB = BENCH MARK DISK
 KA0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0618_SP_SET: INLET BOX
 KA0618_STAMPING: D 62 RESET 1968
 KA0618_MARK LOGO: CGS
 KA0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0618+STABILITY: SURFACE MOTION
 KA0618
 KA0618  HISTORY     - Date     Condition        Report By
 KA0618  HISTORY     - 1968     MONUMENTED       CGS
 KA0618  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0618
 KA0618                          STATION DESCRIPTION
 KA0618
 KA0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KA0618'2.6 MI E FROM PUTNAMVILLE.
 KA0618'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0618'AT PUTNAMVILLE, AT THE JUNCTION OF STATE HIGHWAY 43, 89 FEET
 KA0618'SOUTH AND 3 FEET BELOW THE CENTER LINE OF U.S. HIGHWAY 40, 54
 KA0618'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 43, SET IN THE
 KA0618'TOP OF THE NORTHEAST CORNER OF F-7 INLET BOX.
 KA0618
 KA0618                          STATION RECOVERY (1985)
 KA0618
 KA0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0491 ***********************************************************************
 KA0491  DESIGNATION -  D 63
 KA0491  PID         -  KA0491
 KA0491  STATE/COUNTY-  IN/PUTNAM
 KA0491  COUNTRY     -  US
 KA0491  USGS QUAD   -  CATARACT (2019)
 KA0491
 KA0491                         *CURRENT SURVEY CONTROL
 KA0491  ______________________________________________________________________
 KA0491* NAD 83(1986) POSITION- 39 29 58.75   (N) 086 45 09.92   (W)   HD_HELD1
 KA0491* NAVD 88 ORTHO HEIGHT -   239.167 (meters)      784.67  (feet) ADJUSTED
 KA0491  ______________________________________________________________________
 KA0491  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KA0491  DYNAMIC HEIGHT  -        239.029 (meters)      784.21  (feet) COMP
 KA0491  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 KA0491
 KA0491  VERT ORDER      -  SECOND    CLASS 0
 KA0491
 KA0491.The horizontal coordinates were determined by differentially corrected
 KA0491.hand held GPS observations or other comparable positioning techniques
 KA0491.and have an estimated accuracy of +/- 3 meters.
 KA0491
 KA0491.The orthometric height was determined by differential leveling and
 KA0491.adjusted by the NATIONAL GEODETIC SURVEY
 KA0491.in June 1991.
 KA0491
 KA0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0491.GEOID18 height accuracy estimate available here.
 KA0491
 KA0491.Click photographs - Photos may exist for this station.
 KA0491
 KA0491.The dynamic height is computed by dividing the NAVD 88
 KA0491.geopotential number by the normal gravity value computed on the
 KA0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0491.degrees latitude (g = 980.6199 gals.).
 KA0491
 KA0491.The modeled gravity was interpolated from observed gravity values.
 KA0491
 KA0491;                    North         East    Units  Estimated Accuracy
 KA0491;SPC IN W     -   472,018.2     928,433.3     MT  (+/- 3 meters HH1 GPS) 
 KA0491
 KA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2125772255(NAD 83)
 KA0491
 KA0491                          SUPERSEDED SURVEY CONTROL
 KA0491
 KA0491  NGVD 29 (??/??/92)  239.280  (m)          785.04   (f) ADJ UNCH    2 0
 KA0491
 KA0491.Superseded values are not recommended for survey control.
 KA0491
 KA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0491.See file dsdata.pdf to determine how the superseded data were derived.
 KA0491
 KA0491_MARKER: DB = BENCH MARK DISK
 KA0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0491_STAMPING: D 63 1946
 KA0491_MARK LOGO: CGS
 KA0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0491+STABILITY: SURFACE MOTION
 KA0491
 KA0491  HISTORY     - Date     Condition        Report By
 KA0491  HISTORY     - 1946     MONUMENTED       CGS
 KA0491  HISTORY     - 20230712 MARK NOT FOUND   INDOT
 KA0491
 KA0491                          STATION DESCRIPTION
 KA0491
 KA0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0491'3 MI SE FROM CLOVERDALE.
 KA0491'1.0 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 KA0491'AT CLOVERDALE, THENCE ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY
 KA0491'42, AT THE JUNCTION OF A SECTION LINE GRAVEL ROAD LEADING NORTH,
 KA0491'90 FEET WEST OF A FENCE CORNER, 35 FEET SOUTHEAST OF THE SOUTH
 KA0491'END OF THE EAST HEAD WALL OF A SMALL CULVERT UNDER THE SIDE
 KA0491'ROAD, 34 FEET NORTH OF AND ABOUT 3.5 FEET BELOW THE CENTER
 KA0491'LINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE
 KA0491'SECTION ROAD, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA0491'A STANDARD DISK, STAMPED D 63 1946 AND SET IN THE TOP OF A
 KA0491'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0491
 KA0491                          STATION RECOVERY (2023)
 KA0491
 KA0491'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (ABC)
 KA0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0158 ***********************************************************************
 KA0158  DESIGNATION -  D 64
 KA0158  PID         -  KA0158
 KA0158  STATE/COUNTY-  IN/MORGAN
 KA0158  COUNTRY     -  US
 KA0158  USGS QUAD   -  BRIDGEPORT (2019)
 KA0158
 KA0158                         *CURRENT SURVEY CONTROL
 KA0158  ______________________________________________________________________
 KA0158* NAD 83(1986) POSITION- 39 37 54.     (N) 086 20 50.     (W)   SCALED
 KA0158* NAVD 88 ORTHO HEIGHT -   213.146 (meters)      699.30  (feet) ADJUSTED
 KA0158  ______________________________________________________________________
 KA0158  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 KA0158  DYNAMIC HEIGHT  -        213.032 (meters)      698.92  (feet) COMP
 KA0158  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 KA0158
 KA0158  VERT ORDER      -  SECOND    CLASS 0
 KA0158
 KA0158.The horizontal coordinates were scaled from a map and have
 KA0158.an estimated accuracy of +/- 6 seconds.
 KA0158
 KA0158.The orthometric height was determined by differential leveling and
 KA0158.adjusted by the NATIONAL GEODETIC SURVEY
 KA0158.in June 1991.
 KA0158
 KA0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0158.GEOID18 height accuracy estimate available here.
 KA0158
 KA0158.Click photographs - Photos may exist for this station.
 KA0158
 KA0158.The dynamic height is computed by dividing the NAVD 88
 KA0158.geopotential number by the normal gravity value computed on the
 KA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0158.degrees latitude (g = 980.6199 gals.).
 KA0158
 KA0158.The modeled gravity was interpolated from observed gravity values.
 KA0158
 KA0158;                    North         East    Units  Estimated Accuracy
 KA0158;SPC IN W     -   486,880.      963,190.      MT  (+/- 180 meters Scaled)
 KA0158
 KA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ560870(NAD 83)
 KA0158
 KA0158                          SUPERSEDED SURVEY CONTROL
 KA0158
 KA0158  NGVD 29 (??/??/92)  213.275  (m)          699.72   (f) ADJ UNCH    2 0
 KA0158
 KA0158.Superseded values are not recommended for survey control.
 KA0158
 KA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0158.See file dsdata.pdf to determine how the superseded data were derived.
 KA0158
 KA0158_MARKER: DB = BENCH MARK DISK
 KA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0158_STAMPING: D 64 1946
 KA0158_MARK LOGO: CGS
 KA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0158+STABILITY: SURFACE MOTION
 KA0158
 KA0158  HISTORY     - Date     Condition        Report By
 KA0158  HISTORY     - 1946     MONUMENTED       CGS
 KA0158  HISTORY     - 1966     MARK NOT FOUND   USGS
 KA0158
 KA0158                          STATION DESCRIPTION
 KA0158
 KA0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0158'1.4 MI SW FROM FRIENDSWOOD.
 KA0158'ABOUT 1.45 MILE SOUTHWEST ALONG STATE HIGHWAY 67 FROM THE CROSS
 KA0158'ROADS AT FRIENDSWOOD, ABOUT 2.15 MILES NORTHEAST FROM THE MUNICIPAL
 KA0158'BUILDING AT MOORESVILLE, AT THE COUNTY LINE CROSS ROAD, ON THE
 KA0158'SOUTH SIDE OF THE MORGAN-HENDRICKS COUNTY LINE, 58 FEET NORTHWEST
 KA0158'OF THE CENTER LINE OF THE HIGHWAY 24 FEET SOUTHWEST OF THE CENTER
 KA0158'LINE OF THE COUNTY LINE ROAD, 10.5 FEET SOUTH OF A POWER LINE
 KA0158'POLE, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENNSYLVANIA
 KA0158'RAILROAD TRACK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST
 KA0158'AND ABOUT 2 1/2 FEET LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 KA0158'STAMPED D 64 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0158'5 INCHES ABOVE GROUND.
 KA0158
 KA0158                          STATION RECOVERY (1966)
 KA0158
 KA0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KA0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0163 ***********************************************************************
 KA0163  DESIGNATION -  D 65
 KA0163  PID         -  KA0163
 KA0163  STATE/COUNTY-  IN/MORGAN
 KA0163  COUNTRY     -  US
 KA0163  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0163
 KA0163                         *CURRENT SURVEY CONTROL
 KA0163  ______________________________________________________________________
 KA0163* NAD 83(1986) POSITION- 39 35 35.     (N) 086 26 13.     (W)   SCALED
 KA0163* NAVD 88 ORTHO HEIGHT -   259.378 (meters)      850.98  (feet) ADJUSTED
 KA0163  ______________________________________________________________________
 KA0163  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 KA0163  DYNAMIC HEIGHT  -        259.235 (meters)      850.51  (feet) COMP
 KA0163  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 KA0163
 KA0163  VERT ORDER      -  SECOND    CLASS 0
 KA0163
 KA0163.The horizontal coordinates were scaled from a map and have
 KA0163.an estimated accuracy of +/- 6 seconds.
 KA0163
 KA0163.The orthometric height was determined by differential leveling and
 KA0163.adjusted by the NATIONAL GEODETIC SURVEY
 KA0163.in June 1991.
 KA0163
 KA0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0163.GEOID18 height accuracy estimate available here.
 KA0163
 KA0163.Click photographs - Photos may exist for this station.
 KA0163
 KA0163.The dynamic height is computed by dividing the NAVD 88
 KA0163.geopotential number by the normal gravity value computed on the
 KA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0163.degrees latitude (g = 980.6199 gals.).
 KA0163
 KA0163.The modeled gravity was interpolated from observed gravity values.
 KA0163
 KA0163;                    North         East    Units  Estimated Accuracy
 KA0163;SPC IN W     -   482,540.      955,520.      MT  (+/- 180 meters Scaled)
 KA0163
 KA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ483827(NAD 83)
 KA0163
 KA0163                          SUPERSEDED SURVEY CONTROL
 KA0163
 KA0163  NGVD 29 (??/??/92)  259.497  (m)          851.37   (f) ADJ UNCH    2 0
 KA0163
 KA0163.Superseded values are not recommended for survey control.
 KA0163
 KA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0163.See file dsdata.pdf to determine how the superseded data were derived.
 KA0163
 KA0163_MARKER: DB = BENCH MARK DISK
 KA0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0163_SP_SET: BUILDING
 KA0163_STAMPING: D 65 1946
 KA0163_MARK LOGO: CGS
 KA0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0163
 KA0163  HISTORY     - Date     Condition        Report By
 KA0163  HISTORY     - 1946     MONUMENTED       CGS
 KA0163
 KA0163                          STATION DESCRIPTION
 KA0163
 KA0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0163'AT GASBURG.
 KA0163'AT GASBURG, SET VERTICALLY IN THE EAST FACE OF THE BRICK WALL
 KA0163'OF THE MC DONOUGHS GROCERY STORE, 2.2 FEET NORTH OF THE
 KA0163'SOUTHEAST CORNER, AND 3.2 FEET ABOVE THE CONCRETE PORCH.  A
 KA0163'STANDARD DISK, STAMPED D 65 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1083 ***********************************************************************
 KA1083  DESIGNATION -  D 66
 KA1083  PID         -  KA1083
 KA1083  STATE/COUNTY-  IN/VIGO
 KA1083  COUNTRY     -  US
 KA1083  USGS QUAD   -  SEELYVILLE (2019)
 KA1083
 KA1083                         *CURRENT SURVEY CONTROL
 KA1083  ______________________________________________________________________
 KA1083* NAD 83(1986) POSITION- 39 27 26.     (N) 087 18 16.     (W)   SCALED
 KA1083* NAVD 88 ORTHO HEIGHT -   175.493 (meters)      575.76  (feet) ADJUSTED
 KA1083  ______________________________________________________________________
 KA1083  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 KA1083  DYNAMIC HEIGHT  -        175.392 (meters)      575.43  (feet) COMP
 KA1083  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 KA1083
 KA1083  VERT ORDER      -  SECOND    CLASS 0
 KA1083
 KA1083.This mark is at Hulman Regional Airport (HUF)
 KA1083
 KA1083.The horizontal coordinates were scaled from a map and have
 KA1083.an estimated accuracy of +/- 6 seconds.
 KA1083
 KA1083.The orthometric height was determined by differential leveling and
 KA1083.adjusted by the NATIONAL GEODETIC SURVEY
 KA1083.in June 1991.
 KA1083
 KA1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1083.GEOID18 height accuracy estimate available here.
 KA1083
 KA1083.Click photographs - Photos may exist for this station.
 KA1083
 KA1083.The dynamic height is computed by dividing the NAVD 88
 KA1083.geopotential number by the normal gravity value computed on the
 KA1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1083.degrees latitude (g = 980.6199 gals.).
 KA1083
 KA1083.The modeled gravity was interpolated from observed gravity values.
 KA1083
 KA1083;                    North         East    Units  Estimated Accuracy
 KA1083;SPC IN W     -   467,280.      880,970.      MT  (+/- 180 meters Scaled)
 KA1083
 KA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ738675(NAD 83)
 KA1083
 KA1083                          SUPERSEDED SURVEY CONTROL
 KA1083
 KA1083  NGVD 29 (??/??/92)  175.595  (m)          576.10   (f) ADJ UNCH    2 0
 KA1083
 KA1083.Superseded values are not recommended for survey control.
 KA1083
 KA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1083.See file dsdata.pdf to determine how the superseded data were derived.
 KA1083
 KA1083_MARKER: DB = BENCH MARK DISK
 KA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1083_STAMPING: D 66 1946
 KA1083_MARK LOGO: CGS
 KA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1083+STABILITY: SURFACE MOTION
 KA1083
 KA1083  HISTORY     - Date     Condition        Report By
 KA1083  HISTORY     - 1946     MONUMENTED       CGS
 KA1083  HISTORY     - 1955     GOOD             CGS
 KA1083  HISTORY     - 1972     GOOD             NGS
 KA1083  HISTORY     - 19870824 POOR             USPSQD
 KA1083
 KA1083                          STATION DESCRIPTION
 KA1083
 KA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KA1083'6 MI E FROM TERRE HAUTE.
 KA1083'6.0 MILES EAST ALONG STATE HIGHWAY 42 FROM ITS JUNCTION WITH U.S.
 KA1083'HIGHWAY 41 AT TERRE HAUTE, VIGO COUNTY, AT HULMAN AIR FIELD, 0.35
 KA1083'MILE SOUTH OF THE ENTRANCE GATE, 530 FEET SOUTH-SOUTHWEST OF THE
 KA1083'SOUTHWEST CORNER OF THE TERMINAL BUILDING, 528 FEET NORTH-NORTHWEST
 KA1083'OF THE NORTHWEST CORNER OF THE BASE OF THE TETRAHEDRON, 132 FEET WEST
 KA1083'OF THE CENTERLINE OF A TAXIWAY LEADING SOUTH FROM THE TERMINAL
 KA1083'BUILDING, AND 70 FEET NORTHEAST OF THE CENTERLINE OF A TAXIWAY
 KA1083'LEADING NORTHWEST TO THE NORTH END OF THE NORTH-AND-SOUTH
 KA1083'RUNWAY.  A STANDARD DISK, STAMPED D 66 1946 AND SET IN THE TOP OF
 KA1083'A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 KA1083
 KA1083                          STATION RECOVERY (1972)
 KA1083
 KA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KA1083'RECOVERED IN GOOD CONDITION.
 KA1083
 KA1083                          STATION RECOVERY (1987)
 KA1083
 KA1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFS)
 KA1083'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0946 ***********************************************************************
 KA0946  DESIGNATION -  D 67
 KA0946  PID         -  KA0946
 KA0946  STATE/COUNTY-  IN/CLAY
 KA0946  COUNTRY     -  US
 KA0946  USGS QUAD   -  BRAZIL WEST (2019)
 KA0946
 KA0946                         *CURRENT SURVEY CONTROL
 KA0946  ______________________________________________________________________
 KA0946* NAD 83(1986) POSITION- 39 32 36.     (N) 087 07 31.     (W)   SCALED
 KA0946* NAVD 88 ORTHO HEIGHT -   195.860 (meters)      642.58  (feet) ADJUSTED
 KA0946  ______________________________________________________________________
 KA0946  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 KA0946  DYNAMIC HEIGHT  -        195.747 (meters)      642.21  (feet) COMP
 KA0946  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 KA0946
 KA0946  VERT ORDER      -  SECOND    CLASS 0
 KA0946
 KA0946.The horizontal coordinates were scaled from a map and have
 KA0946.an estimated accuracy of +/- 6 seconds.
 KA0946
 KA0946.The orthometric height was determined by differential leveling and
 KA0946.adjusted by the NATIONAL GEODETIC SURVEY
 KA0946.in June 1991.
 KA0946
 KA0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0946.GEOID18 height accuracy estimate available here.
 KA0946
 KA0946.Click photographs - Photos may exist for this station.
 KA0946
 KA0946.The dynamic height is computed by dividing the NAVD 88
 KA0946.geopotential number by the normal gravity value computed on the
 KA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0946.degrees latitude (g = 980.6199 gals.).
 KA0946
 KA0946.The modeled gravity was interpolated from observed gravity values.
 KA0946
 KA0946;                    North         East    Units  Estimated Accuracy
 KA0946;SPC IN W     -   476,820.      896,400.      MT  (+/- 180 meters Scaled)
 KA0946
 KA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ892770(NAD 83)
 KA0946
 KA0946                          SUPERSEDED SURVEY CONTROL
 KA0946
 KA0946  NGVD 29 (??/??/92)  195.960  (m)          642.91   (f) ADJ UNCH    2 0
 KA0946
 KA0946.Superseded values are not recommended for survey control.
 KA0946
 KA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0946.See file dsdata.pdf to determine how the superseded data were derived.
 KA0946
 KA0946_MARKER: DB = BENCH MARK DISK
 KA0946_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0946_SP_SET: CULVERT HEADWALL
 KA0946_STAMPING: D 67 1946
 KA0946_MARK LOGO: CGS
 KA0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0946+STABILITY: SURFACE MOTION
 KA0946
 KA0946  HISTORY     - Date     Condition        Report By
 KA0946  HISTORY     - 1946     MONUMENTED       CGS
 KA0946
 KA0946                          STATION DESCRIPTION
 KA0946
 KA0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0946'1.4 MI N FROM BRAZIL.
 KA0946'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE
 KA0946'AT BRAZIL, ABOUT 0.8 MILE NORTH OF THE NORTH CITY LIMITS OF
 KA0946'BRAZIL, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF
 KA0946'A 4 FOOT CONCRETE CULVERT, 28 FEET WEST OF AND ABOUT LEVEL WITH
 KA0946'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 67
 KA0946'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1158 ***********************************************************************
 KA1158  DESIGNATION -  D 68
 KA1158  PID         -  KA1158
 KA1158  STATE/COUNTY-  IN/CLAY
 KA1158  COUNTRY     -  US
 KA1158  USGS QUAD   -  STAUNTON (2019)
 KA1158
 KA1158                         *CURRENT SURVEY CONTROL
 KA1158  ______________________________________________________________________
 KA1158* NAD 83(1986) POSITION- 39 28 10.     (N) 087 12 01.     (W)   SCALED
 KA1158* NAVD 88 ORTHO HEIGHT -   204.780 (meters)      671.85  (feet) ADJUSTED
 KA1158  ______________________________________________________________________
 KA1158  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KA1158  DYNAMIC HEIGHT  -        204.663 (meters)      671.47  (feet) COMP
 KA1158  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 KA1158
 KA1158  VERT ORDER      -  SECOND    CLASS 0
 KA1158
 KA1158.The horizontal coordinates were scaled from a map and have
 KA1158.an estimated accuracy of +/- 6 seconds.
 KA1158
 KA1158.The orthometric height was determined by differential leveling and
 KA1158.adjusted by the NATIONAL GEODETIC SURVEY
 KA1158.in June 1991.
 KA1158
 KA1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1158.GEOID18 height accuracy estimate available here.
 KA1158
 KA1158.Click photographs - Photos may exist for this station.
 KA1158
 KA1158.The dynamic height is computed by dividing the NAVD 88
 KA1158.geopotential number by the normal gravity value computed on the
 KA1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1158.degrees latitude (g = 980.6199 gals.).
 KA1158
 KA1158.The modeled gravity was interpolated from observed gravity values.
 KA1158
 KA1158;                    North         East    Units  Estimated Accuracy
 KA1158;SPC IN W     -   468,620.      889,940.      MT  (+/- 180 meters Scaled)
 KA1158
 KA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827688(NAD 83)
 KA1158
 KA1158                          SUPERSEDED SURVEY CONTROL
 KA1158
 KA1158  NGVD 29 (??/??/92)  204.88   (m)          672.2    (f) COMPUTED    2 0
 KA1158
 KA1158.Superseded values are not recommended for survey control.
 KA1158
 KA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1158.See file dsdata.pdf to determine how the superseded data were derived.
 KA1158
 KA1158_MARKER: DB = BENCH MARK DISK
 KA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1158_STAMPING: D 68 1946
 KA1158_MARK LOGO: CGS
 KA1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1158+STABILITY: SURFACE MOTION
 KA1158
 KA1158  HISTORY     - Date     Condition        Report By
 KA1158  HISTORY     - 1946     MONUMENTED       CGS
 KA1158  HISTORY     - 1952     MARK NOT FOUND   LOCENG
 KA1158
 KA1158                          STATION DESCRIPTION
 KA1158
 KA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1158'1.8 MI S FROM STAUNTON.
 KA1158'ABOUT 1.8 MILES SOUTH ALONG A ROAD LEADING TO CORY FROM THE
 KA1158'POST OFFICE AT STAUNTON, AT A T JUNCTION OF AN EAST-WEST ROAD
 KA1158'AND AN ELECTRIC SUB-STATION, 37 FEET EAST OF AND ABOUT LEVEL
 KA1158'WITH THE CENTER LINE OF THE ROAD LEADING NORTH, 37 FEET NORTH
 KA1158'OF THE CENTER LINE OF THE EAST-WEST ROAD, 7.5 FEET WEST OF THE
 KA1158'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION SUPPORTING 3 LARGE
 KA1158'TRANSFORMERS 5.5 FEET EAST OF A 1 BY 2 FOOT CONCRETE BASE, AND
 KA1158'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA1158
 KA1158                          STATION RECOVERY (1952)
 KA1158
 KA1158'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 KA1158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1159 ***********************************************************************
 KA1159  DESIGNATION -  D 68 RESET
 KA1159  PID         -  KA1159
 KA1159  STATE/COUNTY-  IN/CLAY
 KA1159  COUNTRY     -  US
 KA1159  USGS QUAD   -  STAUNTON (2019)
 KA1159
 KA1159                         *CURRENT SURVEY CONTROL
 KA1159  ______________________________________________________________________
 KA1159* NAD 83(1986) POSITION- 39 28 10.     (N) 087 12 01.     (W)   SCALED
 KA1159* NAVD 88 ORTHO HEIGHT -   209.00  (meters)      685.7   (feet) RESET
 KA1159  ______________________________________________________________________
 KA1159  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KA1159  VERT ORDER      -  THIRD
 KA1159
 KA1159.The horizontal coordinates were scaled from a map and have
 KA1159.an estimated accuracy of +/- 6 seconds.
 KA1159
 KA1159.The orthometric height was computed from unverified reset data.
 KA1159
 KA1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1159.GEOID18 height accuracy estimate available here.
 KA1159
 KA1159.Click photographs - Photos may exist for this station.
 KA1159
 KA1159;                    North         East    Units  Estimated Accuracy
 KA1159;SPC IN W     -   468,620.      889,940.      MT  (+/- 180 meters Scaled)
 KA1159
 KA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827688(NAD 83)
 KA1159
 KA1159                          SUPERSEDED SURVEY CONTROL
 KA1159
 KA1159  NGVD 29 (??/??/??)  211.84   (m)          695.0    (f) RESET       3  
 KA1159
 KA1159.Superseded values are not recommended for survey control.
 KA1159
 KA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1159.See file dsdata.pdf to determine how the superseded data were derived.
 KA1159
 KA1159_MARKER: DB = BENCH MARK DISK
 KA1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1159_STAMPING: D 68 RESET 1952
 KA1159_MARK LOGO: CGS
 KA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1159+STABILITY: SURFACE MOTION
 KA1159
 KA1159  HISTORY     - Date     Condition        Report By
 KA1159  HISTORY     - 1952     MONUMENTED       LOCENG
 KA1159  HISTORY     - 1953     GOOD             CGS
 KA1159
 KA1159                          STATION DESCRIPTION
 KA1159
 KA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KA1159'1.6 MI S FROM STAUNTON.
 KA1159'1.6 MILES SOUTH ALONG THE CORY ROAD FROM THE POST OFFICE AT
 KA1159'STAUNTON, CLAY COUNTY, AT THE NORTHWEST CORNER OF THE SOUTHWEST
 KA1159'QUARTER OF SECTION 21, T 12 N, R 7 W, 140 FEET NORTHWEST OF THE
 KA1159'CENTERLINE OF THE ROAD, 24 FEET NORTHEAST OF THE NORTHEAST
 KA1159'CORNER OF THE GRAY WOODEN PICKET FENCE SURROUNDING THE PUBLIC
 KA1159'SERVICE CO. OF INDIANA TRANSFORMERS, 21 FEET SOUTHEAST OF POWER
 KA1159'POLE 2 BEARING AN AIR-GAP SWITCH, AND 2 FEET NORTH AND 2 FEET
 KA1159'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1159'D 68 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1159'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1146 ***********************************************************************
 KA1146  DESIGNATION -  D 69
 KA1146  PID         -  KA1146
 KA1146  STATE/COUNTY-  IN/CLAY
 KA1146  COUNTRY     -  US
 KA1146  USGS QUAD   -  CENTER POINT (2019)
 KA1146
 KA1146                         *CURRENT SURVEY CONTROL
 KA1146  ______________________________________________________________________
 KA1146* NAD 83(1986) POSITION- 39 25 10.     (N) 087 05 29.     (W)   SCALED
 KA1146* NAVD 88 ORTHO HEIGHT -   201.807 (meters)      662.10  (feet) ADJUSTED
 KA1146  ______________________________________________________________________
 KA1146  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 KA1146  DYNAMIC HEIGHT  -        201.692 (meters)      661.72  (feet) COMP
 KA1146  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 KA1146
 KA1146  VERT ORDER      -  SECOND    CLASS 0
 KA1146
 KA1146.The horizontal coordinates were scaled from a map and have
 KA1146.an estimated accuracy of +/- 6 seconds.
 KA1146
 KA1146.The orthometric height was determined by differential leveling and
 KA1146.adjusted by the NATIONAL GEODETIC SURVEY
 KA1146.in June 1991.
 KA1146
 KA1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1146.GEOID18 height accuracy estimate available here.
 KA1146
 KA1146.Click photographs - Photos may exist for this station.
 KA1146
 KA1146.The dynamic height is computed by dividing the NAVD 88
 KA1146.geopotential number by the normal gravity value computed on the
 KA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1146.degrees latitude (g = 980.6199 gals.).
 KA1146
 KA1146.The modeled gravity was interpolated from observed gravity values.
 KA1146
 KA1146;                    North         East    Units  Estimated Accuracy
 KA1146;SPC IN W     -   463,060.      899,310.      MT  (+/- 180 meters Scaled)
 KA1146
 KA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ921633(NAD 83)
 KA1146
 KA1146                          SUPERSEDED SURVEY CONTROL
 KA1146
 KA1146  NGVD 29 (??/??/92)  201.914  (m)          662.45   (f) ADJ UNCH    2 0
 KA1146
 KA1146.Superseded values are not recommended for survey control.
 KA1146
 KA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1146.See file dsdata.pdf to determine how the superseded data were derived.
 KA1146
 KA1146_MARKER: DB = BENCH MARK DISK
 KA1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1146_STAMPING: D 69 1946
 KA1146_MARK LOGO: CGS
 KA1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1146+STABILITY: SURFACE MOTION
 KA1146
 KA1146  HISTORY     - Date     Condition        Report By
 KA1146  HISTORY     - 1946     MONUMENTED       CGS
 KA1146
 KA1146                          STATION DESCRIPTION
 KA1146
 KA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1146'1.2 MI NW FROM CENTER POINT.
 KA1146'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE
 KA1146'NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CENTER POINT,
 KA1146'22 FEET EAST OF AND ABOUT 4 FEET ABOVE THE CENTER LINE OF THE
 KA1146'ROAD, 4 FEET NORTHEAST OF A CONCRETE CORNER POST IN THE FENCE
 KA1146'LINE AT A T FENCE INTERSECTION, 2 FEET EAST OF THE RIGHT-OF-WAY
 KA1146'FENCE, 2 FEET NORTH OF THE FENCE RUNNING EAST, AND 2 FEET SOUTH
 KA1146'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 69 1946
 KA1146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1146'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1155 ***********************************************************************
 KA1155  DESIGNATION -  D 70
 KA1155  PID         -  KA1155
 KA1155  STATE/COUNTY-  IN/CLAY
 KA1155  COUNTRY     -  US
 KA1155  USGS QUAD   -  STAUNTON (2019)
 KA1155
 KA1155                         *CURRENT SURVEY CONTROL
 KA1155  ______________________________________________________________________
 KA1155* NAD 83(1986) POSITION- 39 29 26.     (N) 087 10 16.     (W)   SCALED
 KA1155* NAVD 88 ORTHO HEIGHT -   202.695 (meters)      665.01  (feet) ADJUSTED
 KA1155  ______________________________________________________________________
 KA1155  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 KA1155  DYNAMIC HEIGHT  -        202.579 (meters)      664.63  (feet) COMP
 KA1155  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 KA1155
 KA1155  VERT ORDER      -  SECOND    CLASS 0
 KA1155
 KA1155.The horizontal coordinates were scaled from a map and have
 KA1155.an estimated accuracy of +/- 6 seconds.
 KA1155
 KA1155.The orthometric height was determined by differential leveling and
 KA1155.adjusted by the NATIONAL GEODETIC SURVEY
 KA1155.in June 1991.
 KA1155
 KA1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1155.GEOID18 height accuracy estimate available here.
 KA1155
 KA1155.Click photographs - Photos may exist for this station.
 KA1155
 KA1155.The dynamic height is computed by dividing the NAVD 88
 KA1155.geopotential number by the normal gravity value computed on the
 KA1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1155.degrees latitude (g = 980.6199 gals.).
 KA1155
 KA1155.The modeled gravity was interpolated from observed gravity values.
 KA1155
 KA1155;                    North         East    Units  Estimated Accuracy
 KA1155;SPC IN W     -   470,960.      892,450.      MT  (+/- 180 meters Scaled)
 KA1155
 KA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ852712(NAD 83)
 KA1155
 KA1155                          SUPERSEDED SURVEY CONTROL
 KA1155
 KA1155  NGVD 29 (??/??/92)  202.793  (m)          665.33   (f) ADJ UNCH    2 0
 KA1155
 KA1155.Superseded values are not recommended for survey control.
 KA1155
 KA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1155.See file dsdata.pdf to determine how the superseded data were derived.
 KA1155
 KA1155_MARKER: DB = BENCH MARK DISK
 KA1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1155_STAMPING: D 70 1946
 KA1155_MARK LOGO: CGS
 KA1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1155+STABILITY: SURFACE MOTION
 KA1155
 KA1155  HISTORY     - Date     Condition        Report By
 KA1155  HISTORY     - 1946     MONUMENTED       CGS
 KA1155  HISTORY     - 1958     MARK NOT FOUND   CGS
 KA1155
 KA1155                          STATION DESCRIPTION
 KA1155
 KA1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1155'1.2 MI E FROM STAUNTON.
 KA1155'ABOUT 1.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 KA1155'AT STAUNTON, 0.4 MILE WEST OF A ROAD CROSSING AND A CONCRETE
 KA1155'BRIDGE, AT A RAILROAD CROSSING, 40 FEET NORTHEAST OF A TELEPHONE
 KA1155'POLE, 37 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA1155'THE ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK,
 KA1155'16 FEET SOUTH EAST OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN
 KA1155'WITNESS POST.  A STANDARD DISK, STAMPED D 70 1946 AND SET IN THE
 KA1155'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA1155'NOTE-- STRIP MINING HAS TAKEN PLACE IN THIS AREA AND THE MARK
 KA1155'MAY BE BURIED.
 KA1155
 KA1155                          STATION RECOVERY (1958)
 KA1155
 KA1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KA1155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0829 ***********************************************************************
 KA0829  DESIGNATION -  D 71
 KA0829  PID         -  KA0829
 KA0829  STATE/COUNTY-  IN/PARKE
 KA0829  COUNTRY     -  US
 KA0829  USGS QUAD   -  MANSFIELD (2019)
 KA0829
 KA0829                         *CURRENT SURVEY CONTROL
 KA0829  ______________________________________________________________________
 KA0829* NAD 83(1986) POSITION- 39 38 33.     (N) 087 05 33.     (W)   SCALED
 KA0829* NAVD 88 ORTHO HEIGHT -   213.324 (meters)      699.88  (feet) ADJUSTED
 KA0829  ______________________________________________________________________
 KA0829  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 KA0829  DYNAMIC HEIGHT  -        213.203 (meters)      699.48  (feet) COMP
 KA0829  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 KA0829
 KA0829  VERT ORDER      -  SECOND    CLASS 0
 KA0829
 KA0829.The horizontal coordinates were scaled from a map and have
 KA0829.an estimated accuracy of +/- 6 seconds.
 KA0829
 KA0829.The orthometric height was determined by differential leveling and
 KA0829.adjusted by the NATIONAL GEODETIC SURVEY
 KA0829.in June 1991.
 KA0829
 KA0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0829.GEOID18 height accuracy estimate available here.
 KA0829
 KA0829.Click photographs - Photos may exist for this station.
 KA0829
 KA0829.The dynamic height is computed by dividing the NAVD 88
 KA0829.geopotential number by the normal gravity value computed on the
 KA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0829.degrees latitude (g = 980.6199 gals.).
 KA0829
 KA0829.The modeled gravity was interpolated from observed gravity values.
 KA0829
 KA0829;                    North         East    Units  Estimated Accuracy
 KA0829;SPC IN W     -   487,830.      899,210.      MT  (+/- 180 meters Scaled)
 KA0829
 KA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920880(NAD 83)
 KA0829
 KA0829                          SUPERSEDED SURVEY CONTROL
 KA0829
 KA0829  NGVD 29 (??/??/92)  213.430  (m)          700.23   (f) ADJ UNCH    2 0
 KA0829
 KA0829.Superseded values are not recommended for survey control.
 KA0829
 KA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0829.See file dsdata.pdf to determine how the superseded data were derived.
 KA0829
 KA0829_MARKER: DB = BENCH MARK DISK
 KA0829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0829_SP_SET: CULVERT HEADWALL
 KA0829_STAMPING: D 71 1946
 KA0829_MARK LOGO: CGS
 KA0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0829+STABILITY: SURFACE MOTION
 KA0829
 KA0829  HISTORY     - Date     Condition        Report By
 KA0829  HISTORY     - 1946     MONUMENTED       CGS
 KA0829
 KA0829                          STATION DESCRIPTION
 KA0829
 KA0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0829'2.6 MI S FROM MANSFIELD.
 KA0829'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CROSS
 KA0829'ROADS AT MANSFIELD, ABOUT 0.3 MILE NORTH OF A CHURCH AND CEMETERY
 KA0829'ON THE WEST SIDE OF THE HIGHWAY, ABOUT 300 FEET NORTH OF A SMALL
 KA0829'WHITE HOUSE ON THE WEST SIDE OF THE HIGHWAY, ABOUT 100 FEET
 KA0829'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF AN
 KA0829'ABANDONED LOG BARN, 70 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 KA0829'A 24-INCH MAPLE TREE, 9 FEET EAST OF THE CENTER LINE OF THE
 KA0829'HIGHWAY, IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 KA0829'CULVERT AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0829'STAMPED D 71 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0559 ***********************************************************************
 KA0559  DESIGNATION -  D 72
 KA0559  PID         -  KA0559
 KA0559  STATE/COUNTY-  IN/PUTNAM
 KA0559  COUNTRY     -  US
 KA0559  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0559
 KA0559                         *CURRENT SURVEY CONTROL
 KA0559  ______________________________________________________________________
 KA0559* NAD 83(1986) POSITION- 39 45 47.00   (N) 086 56 32.47   (W)   HD_HELD1
 KA0559* NAVD 88 ORTHO HEIGHT -   255.764 (meters)      839.12  (feet) ADJUSTED
 KA0559  ______________________________________________________________________
 KA0559  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 KA0559  DYNAMIC HEIGHT  -        255.619 (meters)      838.64  (feet) COMP
 KA0559  MODELED GRAVITY -    980,054.3   (mgal)                       NAVD 88
 KA0559
 KA0559  VERT ORDER      -  SECOND    CLASS 0
 KA0559
 KA0559.The horizontal coordinates were determined by differentially corrected
 KA0559.hand held GPS observations or other comparable positioning techniques
 KA0559.and have an estimated accuracy of +/- 3 meters.
 KA0559
 KA0559.The orthometric height was determined by differential leveling and
 KA0559.adjusted by the NATIONAL GEODETIC SURVEY
 KA0559.in June 1991.
 KA0559
 KA0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0559.GEOID18 height accuracy estimate available here.
 KA0559
 KA0559.Click photographs - Photos may exist for this station.
 KA0559
 KA0559.The dynamic height is computed by dividing the NAVD 88
 KA0559.geopotential number by the normal gravity value computed on the
 KA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0559.degrees latitude (g = 980.6199 gals.).
 KA0559
 KA0559.The modeled gravity was interpolated from observed gravity values.
 KA0559
 KA0559;                    North         East    Units  Estimated Accuracy
 KA0559;SPC IN W     -   501,219.5     912,080.0     MT  (+/- 3 meters HH1 GPS) 
 KA0559
 KA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0493701460(NAD 83)
 KA0559
 KA0559                          SUPERSEDED SURVEY CONTROL
 KA0559
 KA0559  NGVD 29 (??/??/92)  255.865  (m)          839.45   (f) ADJ UNCH    2 0
 KA0559
 KA0559.Superseded values are not recommended for survey control.
 KA0559
 KA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0559.See file dsdata.pdf to determine how the superseded data were derived.
 KA0559
 KA0559_MARKER: DB = BENCH MARK DISK
 KA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0559_STAMPING: D 72 1946
 KA0559_MARK LOGO: CGS
 KA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0559+STABILITY: SURFACE MOTION
 KA0559
 KA0559  HISTORY     - Date     Condition        Report By
 KA0559  HISTORY     - 1946     MONUMENTED       CGS
 KA0559
 KA0559                          STATION DESCRIPTION
 KA0559
 KA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0559'0.4 MI W FROM MORTON.
 KA0559'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0559'AT MORTON, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY
 KA0559'FARM HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 38 FEET SOUTH OF
 KA0559'THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF A HIGHWAY
 KA0559'RIGHT-OF-WAY MARKER, 7 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST
 KA0559'OF A GARDEN FENCE AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0559'DISK, STAMPED D 72 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0559'PROJECTING 4 INCHES ABOVE GROUND..
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0790 ***********************************************************************
 KA0790  DESIGNATION -  D 73
 KA0790  PID         -  KA0790
 KA0790  STATE/COUNTY-  IN/HENDRICKS
 KA0790  COUNTRY     -  US
 KA0790  USGS QUAD   -  COATESVILLE (2019)
 KA0790
 KA0790                         *CURRENT SURVEY CONTROL
 KA0790  ______________________________________________________________________
 KA0790* NAD 83(1986) POSITION- 39 44 45.96   (N) 086 39 03.05   (W)   HD_HELD1
 KA0790* NAVD 88 ORTHO HEIGHT -   282.636 (meters)      927.28  (feet) POSTED
 KA0790  ______________________________________________________________________
 KA0790  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KA0790  DYNAMIC HEIGHT  -        282.48  (meters)      926.8   (feet) COMP
 KA0790  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 KA0790
 KA0790  VERT ORDER      -  * POSTED, SEE BELOW
 KA0790
 KA0790.The horizontal coordinates were determined by differentially corrected
 KA0790.hand held GPS observations or other comparable positioning techniques
 KA0790.and have an estimated accuracy of +/- 3 meters.
 KA0790
 KA0790.The orthometric height was determined by differential leveling
 KA0790.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0790
 KA0790.* This is a POSTED BENCH MARK height.
 KA0790
 KA0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0790.GEOID18 height accuracy estimate available here.
 KA0790
 KA0790.Click photographs - Photos may exist for this station.
 KA0790
 KA0790.The dynamic height is computed by dividing the NAVD 88
 KA0790.geopotential number by the normal gravity value computed on the
 KA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0790.degrees latitude (g = 980.6199 gals.).
 KA0790
 KA0790.The modeled gravity was interpolated from observed gravity values.
 KA0790
 KA0790;                    North         East    Units  Estimated Accuracy
 KA0790;SPC IN W     -   499,417.0     937,066.9     MT  (+/- 3 meters HH1 GPS) 
 KA0790
 KA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2991399635(NAD 83)
 KA0790
 KA0790                          SUPERSEDED SURVEY CONTROL
 KA0790
 KA0790  NGVD 29 (??/??/92)  282.748  (m)          927.65   (f) ADJ UNCH    2 0
 KA0790
 KA0790.Superseded values are not recommended for survey control.
 KA0790
 KA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0790.See file dsdata.pdf to determine how the superseded data were derived.
 KA0790
 KA0790_MARKER: DB = BENCH MARK DISK
 KA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0790_STAMPING: D 73 1946
 KA0790_MARK LOGO: CGS
 KA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0790+STABILITY: SURFACE MOTION
 KA0790
 KA0790  HISTORY     - Date     Condition        Report By
 KA0790  HISTORY     - 1946     MONUMENTED       CGS
 KA0790  HISTORY     - 20081118 GOOD             INDOT
 KA0790
 KA0790                          STATION DESCRIPTION
 KA0790
 KA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0790'0.9 MI S FROM NEW WINCHESTER.
 KA0790'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE HIGH SCHOOL
 KA0790'BUILDING AT NEW WINCHESTER, 0.2 MILE SOUTH OF THE ENTRANCE TO A
 KA0790'CEMETERY ON THE EAST SIDE OF THE HIGHWAY, 215 FEET NORTHEAST AND
 KA0790'ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A WHITE FARM HOUSE,
 KA0790'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A T FENCE CORNER,
 KA0790'8 FEET EAST OF A 6-INCH HACKBERRY TREE, 2 FEET NORTHWEST OF THE
 KA0790'CORNER FENCE POST, 1 FOOT NORTH OF THE EAST-WEST FENCE LINE, 1 FOOT
 KA0790'WEST OF THE NORTH-SOUTH FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 KA0790'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0790'STAMPED D 73 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0790'3 INCHES ABOVE GROUND.
 KA0790
 KA0790                          STATION RECOVERY (2008)
 KA0790
 KA0790'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0790'RECOVERED AS DESCRIBED (SLIGHTLY DISTURBED)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0776 ***********************************************************************
 KA0776  DESIGNATION -  D 74
 KA0776  PID         -  KA0776
 KA0776  STATE/COUNTY-  IN/PUTNAM
 KA0776  COUNTRY     -  US
 KA0776  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0776
 KA0776                         *CURRENT SURVEY CONTROL
 KA0776  ______________________________________________________________________
 KA0776* NAD 83(1986) POSITION- 39 47 36.     (N) 086 57 41.     (W)   SCALED
 KA0776* NAVD 88 ORTHO HEIGHT -   209.183 (meters)      686.29  (feet) ADJUSTED
 KA0776  ______________________________________________________________________
 KA0776  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 KA0776  DYNAMIC HEIGHT  -        209.064 (meters)      685.90  (feet) COMP
 KA0776  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 KA0776
 KA0776  VERT ORDER      -  SECOND    CLASS 0
 KA0776
 KA0776.The horizontal coordinates were scaled from a map and have
 KA0776.an estimated accuracy of +/- 6 seconds.
 KA0776
 KA0776.The orthometric height was determined by differential leveling and
 KA0776.adjusted by the NATIONAL GEODETIC SURVEY
 KA0776.in June 1991.
 KA0776
 KA0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0776.GEOID18 height accuracy estimate available here.
 KA0776
 KA0776.Click photographs - Photos may exist for this station.
 KA0776
 KA0776.The dynamic height is computed by dividing the NAVD 88
 KA0776.geopotential number by the normal gravity value computed on the
 KA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0776.degrees latitude (g = 980.6199 gals.).
 KA0776
 KA0776.The modeled gravity was interpolated from observed gravity values.
 KA0776
 KA0776;                    North         East    Units  Estimated Accuracy
 KA0776;SPC IN W     -   504,580.      910,440.      MT  (+/- 180 meters Scaled)
 KA0776
 KA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK033048(NAD 83)
 KA0776
 KA0776                          SUPERSEDED SURVEY CONTROL
 KA0776
 KA0776  NGVD 29 (??/??/92)  209.282  (m)          686.62   (f) ADJ UNCH    2 0
 KA0776
 KA0776.Superseded values are not recommended for survey control.
 KA0776
 KA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0776.See file dsdata.pdf to determine how the superseded data were derived.
 KA0776
 KA0776_MARKER: DB = BENCH MARK DISK
 KA0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0776_SP_SET: BOX CULVERT HEADWALL
 KA0776_STAMPING: D 74 1946
 KA0776_MARK LOGO: CGS
 KA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0776+STABILITY: SURFACE MOTION
 KA0776
 KA0776  HISTORY     - Date     Condition        Report By
 KA0776  HISTORY     - 1946     MONUMENTED       CGS
 KA0776
 KA0776                          STATION DESCRIPTION
 KA0776
 KA0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0776'2.9 MI N FROM MORTON.
 KA0776'ALONG THE RUSSELLVILLE-MORTON ROAD ABOUT 2.9 MILES NORTH OF THE
 KA0776'CROSS ROADS AT MORTON, AND ABOUT 5.0 MILES SOUTH OF THE BALTIMORE
 KA0776'AND OHIO RAILROAD STATION AT RUSSELLVILLE, ABOUT 0.55 MILE SOUTH
 KA0776'OF A CROSS ROAD, AT THE JUNCTION WITH A GRAVEL ROAD LEADING WEST,
 KA0776'0.3 MILE NORTH OF THE CENTER OF A COVERED BRIDGE OVER A CREEK, IN
 KA0776'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 22-FOOT CONCRETE
 KA0776'BOX CULVERT, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 KA0776'WEST OF THE EAST END OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
 KA0776'A STANDARD DISK, STAMPED D 74 1946.  NOTE-- THIS BM MAY HAVE BEEN
 KA0776'RESET IN THE IMMEDIATE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0729 ***********************************************************************
 KA0729  DESIGNATION -  D 75
 KA0729  PID         -  KA0729
 KA0729  STATE/COUNTY-  IN/MONTGOMERY
 KA0729  COUNTRY     -  US
 KA0729  USGS QUAD   -  LADOGA (2019)
 KA0729
 KA0729                         *CURRENT SURVEY CONTROL
 KA0729  ______________________________________________________________________
 KA0729* NAD 83(1986) POSITION- 39 55 52.     (N) 086 48 14.     (W)   SCALED
 KA0729* NAVD 88 ORTHO HEIGHT -   261.380 (meters)      857.54  (feet) ADJUSTED
 KA0729  ______________________________________________________________________
 KA0729  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 KA0729  DYNAMIC HEIGHT  -        261.238 (meters)      857.08  (feet) COMP
 KA0729  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 KA0729
 KA0729  VERT ORDER      -  SECOND    CLASS 0
 KA0729
 KA0729.The horizontal coordinates were scaled from a map and have
 KA0729.an estimated accuracy of +/- 6 seconds.
 KA0729
 KA0729.The orthometric height was determined by differential leveling and
 KA0729.adjusted by the NATIONAL GEODETIC SURVEY
 KA0729.in June 1991.
 KA0729
 KA0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0729.GEOID18 height accuracy estimate available here.
 KA0729
 KA0729.Click photographs - Photos may exist for this station.
 KA0729
 KA0729.The dynamic height is computed by dividing the NAVD 88
 KA0729.geopotential number by the normal gravity value computed on the
 KA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0729.degrees latitude (g = 980.6199 gals.).
 KA0729
 KA0729.The modeled gravity was interpolated from observed gravity values.
 KA0729
 KA0729;                    North         East    Units  Estimated Accuracy
 KA0729;SPC IN W     -   519,910.      923,890.      MT  (+/- 180 meters Scaled)
 KA0729
 KA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK167201(NAD 83)
 KA0729
 KA0729                          SUPERSEDED SURVEY CONTROL
 KA0729
 KA0729  NGVD 29 (??/??/92)  261.480  (m)          857.87   (f) ADJ UNCH    2 0
 KA0729
 KA0729.Superseded values are not recommended for survey control.
 KA0729
 KA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0729.See file dsdata.pdf to determine how the superseded data were derived.
 KA0729
 KA0729_MARKER: DB = BENCH MARK DISK
 KA0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0729_SP_SET: BOX CULVERT HEADWALL
 KA0729_STAMPING: D 75 1946
 KA0729_MARK LOGO: CGS
 KA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0729+STABILITY: SURFACE MOTION
 KA0729
 KA0729  HISTORY     - Date     Condition        Report By
 KA0729  HISTORY     - 1946     MONUMENTED       CGS
 KA0729
 KA0729                          STATION DESCRIPTION
 KA0729
 KA0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0729'1.2 MI N FROM LADOGA.
 KA0729'ABOUT 1.25 MILE NORTH ALONG THE MACE-LADOGA HIGHWAY FROM THE POST
 KA0729'OFFICE AT LADOGA, ABOUT 200 FEET NORTH OF THE JUNCTION WITH A
 KA0729'GRAVEL ROAD LEADING WEST, 148 FEET NORTH OF THE CENTER LINE OF A
 KA0729'DRIVEWAY LEADING TO A 2-STORY FARM HOUSE ON THE EAST SIDE OF THE
 KA0729'ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 KA0729'2-FOOT CONCRETE BOX CULVERT, 11.5 FEET EAST OF THE CENTER LINE OF
 KA0729'THE ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT
 KA0729'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 75 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0751 ***********************************************************************
 KA0751  DESIGNATION -  D 76
 KA0751  PID         -  KA0751
 KA0751  STATE/COUNTY-  IN/HENDRICKS
 KA0751  COUNTRY     -  US
 KA0751  USGS QUAD   -  CLAYTON (2019)
 KA0751
 KA0751                         *CURRENT SURVEY CONTROL
 KA0751  ______________________________________________________________________
 KA0751* NAD 83(1986) POSITION- 39 37 48.32   (N) 086 37 20.17   (W)   HD_HELD1
 KA0751* NAVD 88 ORTHO HEIGHT -   244.818 (meters)      803.21  (feet) ADJUSTED
 KA0751  ______________________________________________________________________
 KA0751  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 KA0751  DYNAMIC HEIGHT  -        244.681 (meters)      802.76  (feet) COMP
 KA0751  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 KA0751
 KA0751  VERT ORDER      -  SECOND    CLASS 0
 KA0751
 KA0751.The horizontal coordinates were determined by differentially corrected
 KA0751.hand held GPS observations or other comparable positioning techniques
 KA0751.and have an estimated accuracy of +/- 3 meters.
 KA0751
 KA0751.The orthometric height was determined by differential leveling and
 KA0751.adjusted by the NATIONAL GEODETIC SURVEY
 KA0751.in June 1991.
 KA0751
 KA0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0751.GEOID18 height accuracy estimate available here.
 KA0751
 KA0751.Click photographs - Photos may exist for this station.
 KA0751
 KA0751.The dynamic height is computed by dividing the NAVD 88
 KA0751.geopotential number by the normal gravity value computed on the
 KA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0751.degrees latitude (g = 980.6199 gals.).
 KA0751
 KA0751.The modeled gravity was interpolated from observed gravity values.
 KA0751
 KA0751;                    North         East    Units  Estimated Accuracy
 KA0751;SPC IN W     -   486,549.0     939,582.4     MT  (+/- 3 meters HH1 GPS) 
 KA0751
 KA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3241686770(NAD 83)
 KA0751
 KA0751                          SUPERSEDED SURVEY CONTROL
 KA0751
 KA0751  NGVD 29 (??/??/92)  244.911  (m)          803.51   (f) ADJ UNCH    2 0
 KA0751
 KA0751.Superseded values are not recommended for survey control.
 KA0751
 KA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0751.See file dsdata.pdf to determine how the superseded data were derived.
 KA0751
 KA0751_MARKER: DB = BENCH MARK DISK
 KA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0751_STAMPING: D 76 1946
 KA0751_MARK LOGO: CGS
 KA0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0751+STABILITY: SURFACE MOTION
 KA0751
 KA0751  HISTORY     - Date     Condition        Report By
 KA0751  HISTORY     - 1946     MONUMENTED       CGS
 KA0751
 KA0751                          STATION DESCRIPTION
 KA0751
 KA0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0751'0.8 MI SE FROM STILESVILLE.
 KA0751'ABOUT 0.8 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 KA0751'AT STILESVILLE, ABOUT 0.4 MILE SOUTHEAST OF AN AIRWAY LIGHT BEACON
 KA0751'ON THE NORTHEAST SIDE OF THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE
 KA0751'JUNCTION OF A ROAD LEADING SOUTH, AT A ROAD LEADING EAST TO CENTER
 KA0751'VALLEY, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 45 FEET
 KA0751'SOUTHWEST OF R.E.A. POWER POLE NO. EA 9 - 80, 41 FEET NORTH
 KA0751'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A BARN, 38 FEET
 KA0751'NORTHWEST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE SIDE
 KA0751'ROAD, 18 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.5
 KA0751'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0751'D 76 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0751'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0100 ***********************************************************************
 KA0100  DESIGNATION -  D 77
 KA0100  PID         -  KA0100
 KA0100  STATE/COUNTY-  IN/MARION
 KA0100  COUNTRY     -  US
 KA0100  USGS QUAD   -  CLERMONT (2019)
 KA0100
 KA0100                         *CURRENT SURVEY CONTROL
 KA0100  ______________________________________________________________________
 KA0100* NAD 83(1986) POSITION- 39 45 40.     (N) 086 16 11.     (W)   SCALED
 KA0100* NAVD 88 ORTHO HEIGHT -   234.727 (meters)      770.10  (feet) POSTED
 KA0100  ______________________________________________________________________
 KA0100  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 KA0100  DYNAMIC HEIGHT  -        234.60  (meters)      769.7   (feet) COMP
 KA0100  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 KA0100
 KA0100  VERT ORDER      -  * POSTED, SEE BELOW
 KA0100
 KA0100.The horizontal coordinates were scaled from a map and have
 KA0100.an estimated accuracy of +/- 6 seconds.
 KA0100
 KA0100.The orthometric height was determined by differential leveling
 KA0100.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0100
 KA0100.* This is a POSTED BENCH MARK height.
 KA0100
 KA0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0100.GEOID18 height accuracy estimate available here.
 KA0100
 KA0100.Click photographs - Photos may exist for this station.
 KA0100
 KA0100.The dynamic height is computed by dividing the NAVD 88
 KA0100.geopotential number by the normal gravity value computed on the
 KA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0100.degrees latitude (g = 980.6199 gals.).
 KA0100
 KA0100.The modeled gravity was interpolated from observed gravity values.
 KA0100
 KA0100;                    North         East    Units  Estimated Accuracy
 KA0100;SPC IN E     -   501,170.       48,330.      MT  (+/- 180 meters Scaled)
 KA0100
 KA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK625014(NAD 83)
 KA0100
 KA0100                          SUPERSEDED SURVEY CONTROL
 KA0100
 KA0100  NGVD 29 (??/??/92)  234.84   (m)          770.5    (f) COMPUTED    1 2
 KA0100
 KA0100.Superseded values are not recommended for survey control.
 KA0100
 KA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0100.See file dsdata.pdf to determine how the superseded data were derived.
 KA0100
 KA0100_MARKER: DB = BENCH MARK DISK
 KA0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0100_SP_SET: PIER
 KA0100_STAMPING: D 77 1946
 KA0100_MARK LOGO: CGS
 KA0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0100
 KA0100  HISTORY     - Date     Condition        Report By
 KA0100  HISTORY     - 1946     MONUMENTED       CGS
 KA0100  HISTORY     - 1966     MARK NOT FOUND   USGS
 KA0100
 KA0100                          STATION DESCRIPTION
 KA0100
 KA0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0100'5.7 MI W FROM INDIANAPOLIS.
 KA0100'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 5.7 MILES WEST FROM
 KA0100'THE UNION STATION AT INDIANAPOLIS AND ABOUT 6.6 MILES EAST OF
 KA0100'AVON, 1.7 MILE EAST OF THE OVERHEAD CROSSING OF THE PENNSYLVANIA
 KA0100'RAILROAD, AT THE OVERHEAD CROSSING OF A MACADAM ROAD, SET
 KA0100'VERTICALLY IN THE WEST FACE OF THE WEST LEG OF THE FIRST CONCRETE
 KA0100'PIER NORTH OF THE TRACKS, 2 1/2 POLES EAST OF POLE 5/50, 7 FEET
 KA0100'NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK AND 4.5
 KA0100'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED D 77
 KA0100'1946.
 KA0100
 KA0100                          STATION RECOVERY (1966)
 KA0100
 KA0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KA0100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0101 ***********************************************************************
 KA0101  DESIGNATION -  D 77 RESET
 KA0101  PID         -  KA0101
 KA0101  STATE/COUNTY-  IN/MARION
 KA0101  COUNTRY     -  US
 KA0101  USGS QUAD   -  CLERMONT (2019)
 KA0101
 KA0101                         *CURRENT SURVEY CONTROL
 KA0101  ______________________________________________________________________
 KA0101* NAD 83(1986) POSITION- 39 45 39.     (N) 086 16 12.     (W)   SCALED
 KA0101* NAVD 88 ORTHO HEIGHT -   233.20  (+/-2cm)      765.1   (feet) VERTCON3
 KA0101  ______________________________________________________________________
 KA0101  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA0101  VERT ORDER      -  THIRD (See Below)
 KA0101
 KA0101.The horizontal coordinates were scaled from a map and have
 KA0101.an estimated accuracy of +/- 6 seconds.
 KA0101
 KA0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0101
 KA0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0101.GEOID18 height accuracy estimate available here.
 KA0101
 KA0101.The vertical order pertains to the NGVD 29 superseded value.
 KA0101
 KA0101.Click photographs - Photos may exist for this station.
 KA0101
 KA0101;                    North         East    Units  Estimated Accuracy
 KA0101;SPC IN E     -   501,140.       48,300.      MT  (+/- 180 meters Scaled)
 KA0101
 KA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK625014(NAD 83)
 KA0101
 KA0101                          SUPERSEDED SURVEY CONTROL
 KA0101
 KA0101  NGVD 29 (??/??/??)  233.33   (m)          765.5    (f) RESET       3  
 KA0101
 KA0101.Superseded values are not recommended for survey control.
 KA0101
 KA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0101.See file dsdata.pdf to determine how the superseded data were derived.
 KA0101
 KA0101_MARKER: DB = BENCH MARK DISK
 KA0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0101_SP_SET: CULVERT WINGWALL
 KA0101_STAMPING: D 77 RESET 1959
 KA0101_MARK LOGO: CGS
 KA0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0101+STABILITY: SURFACE MOTION
 KA0101
 KA0101  HISTORY     - Date     Condition        Report By
 KA0101  HISTORY     - 1959     MONUMENTED       INFCC
 KA0101  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0101
 KA0101                          STATION DESCRIPTION
 KA0101
 KA0101'DESCRIBED BY IN FLOOD CONTR COMM 1959
 KA0101'5.7 MI W FROM INDIANAPOLIS.
 KA0101'THE MARK IS LOCATED ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT
 KA0101'5.7 MILES WEST FROM THE UNION STATION AT INDIANAPOLIS, AND
 KA0101'ABOUT 6.6 MILES EAST OF AVON, 1.7 MILES EAST OF THE OVERHEAD
 KA0101'CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE OVERHEAD CROSSING
 KA0101'OF A MACADAM ROAD, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 KA0101'OF A 24-INCH CULVERT UNDER THE RAILROAD, 89 FEET WEST OF CENTERLINE
 KA0101'OF HIGHSCHOOL ROAD BRIDGE OVER THE RAILROAD, 13 FEET SOUTH
 KA0101'OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 5 FEET SOUTHEAST
 KA0101'OF CENTER OF SOUTH END OF CULVERT, 6 FEET SOUTHWEST OF A CONCRETE
 KA0101'POST SUPPORTING SIGNAL BOX.
 KA0101
 KA0101                          STATION RECOVERY (1985)
 KA0101
 KA0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0594 ***********************************************************************
 LB0594  DESIGNATION -  D 78
 LB0594  PID         -  LB0594
 LB0594  STATE/COUNTY-  IN/BOONE
 LB0594  COUNTRY     -  US
 LB0594  USGS QUAD   -  KIRKLIN (2019)
 LB0594
 LB0594                         *CURRENT SURVEY CONTROL
 LB0594  ______________________________________________________________________
 LB0594* NAD 83(1986) POSITION- 40 07 41.18   (N) 086 19 42.45   (W)   HD_HELD1
 LB0594* NAVD 88 ORTHO HEIGHT -   287.234 (meters)      942.37  (feet) ADJUSTED
 LB0594  ______________________________________________________________________
 LB0594  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 LB0594  DYNAMIC HEIGHT  -        287.075 (meters)      941.85  (feet) COMP
 LB0594  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 LB0594
 LB0594  VERT ORDER      -  SECOND    CLASS 0
 LB0594
 LB0594.The horizontal coordinates were determined by differentially corrected
 LB0594.hand held GPS observations or other comparable positioning techniques
 LB0594.and have an estimated accuracy of +/- 3 meters.
 LB0594
 LB0594.The orthometric height was determined by differential leveling and
 LB0594.adjusted by the NATIONAL GEODETIC SURVEY
 LB0594.in June 1991.
 LB0594
 LB0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0594.GEOID18 height accuracy estimate available here.
 LB0594
 LB0594.Click photographs - Photos may exist for this station.
 LB0594
 LB0594.The dynamic height is computed by dividing the NAVD 88
 LB0594.geopotential number by the normal gravity value computed on the
 LB0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0594.degrees latitude (g = 980.6199 gals.).
 LB0594
 LB0594.The modeled gravity was interpolated from observed gravity values.
 LB0594
 LB0594;                    North         East    Units  Estimated Accuracy
 LB0594;SPC IN W     -   542,014.6     964,339.2     MT  (+/- 3 meters HH1 GPS) 
 LB0594
 LB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5721542191(NAD 83)
 LB0594
 LB0594                          SUPERSEDED SURVEY CONTROL
 LB0594
 LB0594  NGVD 29 (??/??/92)  287.334  (m)          942.70   (f) ADJ UNCH    2 0
 LB0594
 LB0594.Superseded values are not recommended for survey control.
 LB0594
 LB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0594.See file dsdata.pdf to determine how the superseded data were derived.
 LB0594
 LB0594_MARKER: DB = BENCH MARK DISK
 LB0594_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0594_SP_SET: BOX CULVERT WINGWALL
 LB0594_STAMPING: D 78 1946
 LB0594_MARK LOGO: CGS
 LB0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0594+STABILITY: SURFACE MOTION
 LB0594
 LB0594  HISTORY     - Date     Condition        Report By
 LB0594  HISTORY     - 1946     MONUMENTED       CGS
 LB0594
 LB0594                          STATION DESCRIPTION
 LB0594
 LB0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0594'4.8 MI SE FROM KIRKLIN.
 LB0594'ALONG STATE HIGHWAY 29 ABOUT 4.8 MILE SOUTHEAST OF THE PUBLIC
 LB0594'LIBRARY AT KIRKLIN AND ABOUT 3.2 MILES NORTHWEST OF THE CROSS
 LB0594'ROADS AT WAUGH, AT THE JUNCTION WITH STATE HIGHWAY 47, SET IN
 LB0594'THE TOP OF THE NORTHEAST WINGWALL OF 10-FOOT CONCRETE BOX
 LB0594'CULVERT UNDER HIGHWAY 47, 38 FEET SOUTHWEST OF THE CENTER LINE
 LB0594'OF HIGHWAY 29, 42 FEET NORTH OF THE CENTER LINE OF HIGHWAY 47,
 LB0594'AND ABOUT 1 FOOT LOWER THAN THE CENTER OF THE JUNCTION.  A
 LB0594'STANDARD DISK, STAMPED D 78 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0069 ***********************************************************************
 KA0069  DESIGNATION -  D 79
 KA0069  PID         -  KA0069
 KA0069  STATE/COUNTY-  IN/MARION
 KA0069  COUNTRY     -  US
 KA0069  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0069
 KA0069                         *CURRENT SURVEY CONTROL
 KA0069  ______________________________________________________________________
 KA0069* NAD 83(1986) POSITION- 39 47 51.     (N) 086 10 08.     (W)   SCALED
 KA0069* NAVD 88 ORTHO HEIGHT -   217.587 (meters)      713.87  (feet) ADJUSTED
 KA0069  ______________________________________________________________________
 KA0069  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 KA0069  DYNAMIC HEIGHT  -        217.467 (meters)      713.47  (feet) COMP
 KA0069  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 KA0069
 KA0069  VERT ORDER      -  SECOND    CLASS 0
 KA0069
 KA0069.The horizontal coordinates were scaled from a map and have
 KA0069.an estimated accuracy of +/- 6 seconds.
 KA0069
 KA0069.The orthometric height was determined by differential leveling and
 KA0069.adjusted by the NATIONAL GEODETIC SURVEY
 KA0069.in June 1991.
 KA0069
 KA0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0069.GEOID18 height accuracy estimate available here.
 KA0069
 KA0069.Click photographs - Photos may exist for this station.
 KA0069
 KA0069.The dynamic height is computed by dividing the NAVD 88
 KA0069.geopotential number by the normal gravity value computed on the
 KA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0069.degrees latitude (g = 980.6199 gals.).
 KA0069
 KA0069.The modeled gravity was interpolated from observed gravity values.
 KA0069
 KA0069;                    North         East    Units  Estimated Accuracy
 KA0069;SPC IN E     -   505,160.       56,990.      MT  (+/- 180 meters Scaled)
 KA0069
 KA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK711056(NAD 83)
 KA0069
 KA0069                          SUPERSEDED SURVEY CONTROL
 KA0069
 KA0069  NGVD 29 (??/??/92)  217.719  (m)          714.30   (f) ADJ UNCH    2 0
 KA0069
 KA0069.Superseded values are not recommended for survey control.
 KA0069
 KA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0069.See file dsdata.pdf to determine how the superseded data were derived.
 KA0069
 KA0069_MARKER: DB = BENCH MARK DISK
 KA0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0069_SP_SET: BRIDGE
 KA0069_STAMPING: D 79 1946
 KA0069_MARK LOGO: CGS
 KA0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0069
 KA0069  HISTORY     - Date     Condition        Report By
 KA0069  HISTORY     - 1946     MONUMENTED       CGS
 KA0069  HISTORY     - 1976     GOOD             LOCSUR
 KA0069  HISTORY     - 1984     MARK NOT FOUND   INDNR
 KA0069  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0069
 KA0069                          STATION DESCRIPTION
 KA0069
 KA0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0069'AT INDIANAPOLIS.
 KA0069'AT INDIANAPOLIS, ALONG STATE HIGHWAY 29, AT THE NORTHWESTERN
 KA0069'AVENUE BRIDGE OVER FALL CREEK, 33 FEET EAST OF THE CENTER LINE OF
 KA0069'NORTHWESTERN AVENUE, SET IN THE TOP OF THE NORTH END OF THE EAST
 KA0069'RAILING OF THE STONE AND CONCRETE BRIDGE, 50 FEET SOUTH OF THE
 KA0069'CENTER LINE OF WEST FALL CREEK PARKWAY, AND 4 FEET ABOVE THE
 KA0069'SIDEWALK.  A STANDARD DISK, STAMPED D 79 1946.
 KA0069
 KA0069                          STATION RECOVERY (1976)
 KA0069
 KA0069'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0069'RECOVERED IN GOOD CONDITION.
 KA0069
 KA0069                          STATION RECOVERY (1984)
 KA0069
 KA0069'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 KA0069'MARK NOT FOUND.
 KA0069
 KA0069                          STATION RECOVERY (1996)
 KA0069
 KA0069'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2071 ***********************************************************************
 KA2071  DESIGNATION -  D 79 RESET
 KA2071  PID         -  KA2071
 KA2071  STATE/COUNTY-  IN/MARION
 KA2071  COUNTRY     -  US
 KA2071  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA2071
 KA2071                         *CURRENT SURVEY CONTROL
 KA2071  ______________________________________________________________________
 KA2071* NAD 83(1986) POSITION- 39 47 51.     (N) 086 10 08.     (W)   SCALED
 KA2071* NAVD 88 ORTHO HEIGHT -   215.80  (meters)      708.0   (feet) RESET
 KA2071  ______________________________________________________________________
 KA2071  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 KA2071  VERT ORDER      -  THIRD
 KA2071
 KA2071.The horizontal coordinates were scaled from a map and have
 KA2071.an estimated accuracy of +/- 6 seconds.
 KA2071
 KA2071.The orthometric height was computed from unverified reset data.
 KA2071
 KA2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2071.GEOID18 height accuracy estimate available here.
 KA2071
 KA2071.Click photographs - Photos may exist for this station.
 KA2071
 KA2071;                    North         East    Units  Estimated Accuracy
 KA2071;SPC IN E     -   505,160.       56,990.      MT  (+/- 180 meters Scaled)
 KA2071
 KA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK711056(NAD 83)
 KA2071
 KA2071                          SUPERSEDED SURVEY CONTROL
 KA2071
 KA2071  NGVD 29 (08/22/16)  215.93   (m)          708.4    (f) RESET       3  
 KA2071
 KA2071.Superseded values are not recommended for survey control.
 KA2071
 KA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2071.See file dsdata.pdf to determine how the superseded data were derived.
 KA2071
 KA2071_MARKER: DV = VERTICAL CONTROL DISK
 KA2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2071_STAMPING: D 79 RESET 1985
 KA2071_MARK LOGO: NGS
 KA2071_PROJECTION: FLUSH
 KA2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2071+STABILITY: SURFACE MOTION
 KA2071
 KA2071  HISTORY     - Date     Condition        Report By
 KA2071  HISTORY     - 1985     MONUMENTED       NGS
 KA2071  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA2071
 KA2071                          STATION DESCRIPTION
 KA2071
 KA2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA2071'IN INDIANAPOLIS.
 KA2071'AT THE WEST ENTRANCE TO A FENCED IN PARKING AREA OF THE CHRIST TEMPLE
 KA2071'APOSTOLIC FAITH CHURCH ON THE SOUTH SIDE OF THE FALL CREEK PARKWAY
 KA2071'DIRECTLY ACROSS FROM THE JUNCTION OF INDIANAPOLIS AVENUE.  IT IS
 KA2071'12.954 M (42.5 FT) SOUTH FROM THE CENTER LINE OF THE FALL CREEK
 KA2071'PARKWAY AND 0.305 M (1.0 FT) WEST FROM THE NORTHWEST CORNER OF FENCE
 KA2071'AROUND PARKING AREA.
 KA2071
 KA2071                          STATION RECOVERY (1996)
 KA2071
 KA2071'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA2071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0215 ***********************************************************************
 KA0215  DESIGNATION -  D 80
 KA0215  PID         -  KA0215
 KA0215  STATE/COUNTY-  IN/BOONE
 KA0215  COUNTRY     -  US
 KA0215  USGS QUAD   -  FAYETTE (2019)
 KA0215
 KA0215                         *CURRENT SURVEY CONTROL
 KA0215  ______________________________________________________________________
 KA0215* NAD 83(1986) POSITION- 39 58 03.     (N) 086 23 00.     (W)   SCALED
 KA0215* NAVD 88 ORTHO HEIGHT -   286.184 (meters)      938.92  (feet) ADJUSTED
 KA0215  ______________________________________________________________________
 KA0215  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 KA0215  DYNAMIC HEIGHT  -        286.027 (meters)      938.41  (feet) COMP
 KA0215  MODELED GRAVITY -    980,067.4   (mgal)                       NAVD 88
 KA0215
 KA0215  VERT ORDER      -  SECOND    CLASS 0
 KA0215
 KA0215.The horizontal coordinates were scaled from a map and have
 KA0215.an estimated accuracy of +/- 6 seconds.
 KA0215
 KA0215.The orthometric height was determined by differential leveling and
 KA0215.adjusted by the NATIONAL GEODETIC SURVEY
 KA0215.in June 1991.
 KA0215
 KA0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0215.GEOID18 height accuracy estimate available here.
 KA0215
 KA0215.Click photographs - Photos may exist for this station.
 KA0215
 KA0215.The dynamic height is computed by dividing the NAVD 88
 KA0215.geopotential number by the normal gravity value computed on the
 KA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0215.degrees latitude (g = 980.6199 gals.).
 KA0215
 KA0215.The modeled gravity was interpolated from observed gravity values.
 KA0215
 KA0215;                    North         East    Units  Estimated Accuracy
 KA0215;SPC IN W     -   524,140.      959,800.      MT  (+/- 180 meters Scaled)
 KA0215
 KA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK526243(NAD 83)
 KA0215
 KA0215                          SUPERSEDED SURVEY CONTROL
 KA0215
 KA0215  NGVD 29 (??/??/92)  286.291  (m)          939.27   (f) ADJ UNCH    2 0
 KA0215
 KA0215.Superseded values are not recommended for survey control.
 KA0215
 KA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0215.See file dsdata.pdf to determine how the superseded data were derived.
 KA0215
 KA0215_MARKER: DB = BENCH MARK DISK
 KA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0215_STAMPING: D 80 1946
 KA0215_MARK LOGO: CGS
 KA0215_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0215+STABILITY: SURFACE MOTION
 KA0215
 KA0215  HISTORY     - Date     Condition        Report By
 KA0215  HISTORY     - 1946     MONUMENTED       CGS
 KA0215
 KA0215                          STATION DESCRIPTION
 KA0215
 KA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0215'7.2 MI SE FROM LEBANON.
 KA0215'ALONG U.S. HIGHWAY 52 ABOUT 7.15 MILES SOUTHEAST OF THE COUNTY
 KA0215'COURT HOUSE AT LEBANON, AT THE JUNCTION WITH A SIDE ROAD LEADING
 KA0215'EAST, 38 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT
 KA0215'OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE SIDE
 KA0215'ROAD, 6 FEET WEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 KA0215'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0215'A STANDARD DISK, STAMPED D 80 1946 AND SET IN THE TOP OF A
 KA0215'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0536 ***********************************************************************
 KA0536  DESIGNATION -  D 81
 KA0536  PID         -  KA0536
 KA0536  STATE/COUNTY-  IN/OWEN
 KA0536  COUNTRY     -  US
 KA0536  USGS QUAD   -  QUINCY (2019)
 KA0536
 KA0536                         *CURRENT SURVEY CONTROL
 KA0536  ______________________________________________________________________
 KA0536* NAD 83(1986) POSITION- 39 25 56.     (N) 086 44 46.     (W)   SCALED
 KA0536* NAVD 88 ORTHO HEIGHT -   237.585 (meters)      779.48  (feet) ADJUSTED
 KA0536  ______________________________________________________________________
 KA0536  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KA0536  DYNAMIC HEIGHT  -        237.448 (meters)      779.03  (feet) COMP
 KA0536  MODELED GRAVITY -    980,045.3   (mgal)                       NAVD 88
 KA0536
 KA0536  VERT ORDER      -  SECOND    CLASS 0
 KA0536
 KA0536.The horizontal coordinates were scaled from a map and have
 KA0536.an estimated accuracy of +/- 6 seconds.
 KA0536
 KA0536.The orthometric height was determined by differential leveling and
 KA0536.adjusted by the NATIONAL GEODETIC SURVEY
 KA0536.in June 1991.
 KA0536
 KA0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0536.GEOID18 height accuracy estimate available here.
 KA0536
 KA0536.Click photographs - Photos may exist for this station.
 KA0536
 KA0536.The dynamic height is computed by dividing the NAVD 88
 KA0536.geopotential number by the normal gravity value computed on the
 KA0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0536.degrees latitude (g = 980.6199 gals.).
 KA0536
 KA0536.The modeled gravity was interpolated from observed gravity values.
 KA0536
 KA0536;                    North         East    Units  Estimated Accuracy
 KA0536;SPC IN W     -   464,530.      929,030.      MT  (+/- 180 meters Scaled)
 KA0536
 KA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ218647(NAD 83)
 KA0536
 KA0536                          SUPERSEDED SURVEY CONTROL
 KA0536
 KA0536  NGVD 29 (??/??/92)  237.702  (m)          779.86   (f) ADJ UNCH    2 0
 KA0536
 KA0536.Superseded values are not recommended for survey control.
 KA0536
 KA0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0536.See file dsdata.pdf to determine how the superseded data were derived.
 KA0536
 KA0536_MARKER: DB = BENCH MARK DISK
 KA0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0536_STAMPING: D 81 1946
 KA0536_MARK LOGO: CGS
 KA0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0536+STABILITY: SURFACE MOTION
 KA0536
 KA0536  HISTORY     - Date     Condition        Report By
 KA0536  HISTORY     - 1946     MONUMENTED       CGS
 KA0536
 KA0536                          STATION DESCRIPTION
 KA0536
 KA0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0536'3 MI SW FROM QUINCY.
 KA0536'ABOUT 3.05 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DEVORE
 KA0536'AND STATE HIGHWAY 43 FROM THE HIGH SCHOOL AT QUINCY, 0.4 MILE EAST
 KA0536'OF THE ROAD JUNCTION AT DEVORE, AT THE CHICAGO, INDIANAPOLIS AND
 KA0536'LOUISVILLE RAILWAY CROSSING, 43.5 FEET NORTHWEST OF THE CENTER LINE
 KA0536'OF THE TRACK, 36 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA0536'LINE OF THE ROAD, 14 FEET SOUTH OF A FENCE CORNER, 5.5 FEET
 KA0536'SOUTHEAST OF A WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 KA0536'WITNESS POST A STANDARD DISK, STAMPED D 81 1946 AND SET IN THE TOP
 KA0536'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 KA0536'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON
 KA0536'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1217 ***********************************************************************
 KA1217  DESIGNATION -  D 82
 KA1217  PID         -  KA1217
 KA1217  STATE/COUNTY-  IN/CLAY
 KA1217  COUNTRY     -  US
 KA1217  USGS QUAD   -  STAUNTON (2019)
 KA1217
 KA1217                         *CURRENT SURVEY CONTROL
 KA1217  ______________________________________________________________________
 KA1217* NAD 83(1986) POSITION- 39 22 40.     (N) 087 09 20.     (W)   SCALED
 KA1217* NAVD 88 ORTHO HEIGHT -   174.263 (meters)      571.73  (feet) ADJUSTED
 KA1217  ______________________________________________________________________
 KA1217  GEOID HEIGHT    -        -32.795 (meters)                     GEOID18
 KA1217  DYNAMIC HEIGHT  -        174.163 (meters)      571.40  (feet) COMP
 KA1217  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 KA1217
 KA1217  VERT ORDER      -  FIRST     CLASS II
 KA1217
 KA1217.The horizontal coordinates were scaled from a map and have
 KA1217.an estimated accuracy of +/- 6 seconds.
 KA1217
 KA1217.The orthometric height was determined by differential leveling and
 KA1217.adjusted by the NATIONAL GEODETIC SURVEY
 KA1217.in June 1991.
 KA1217
 KA1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1217.GEOID18 height accuracy estimate available here.
 KA1217
 KA1217.Click photographs - Photos may exist for this station.
 KA1217
 KA1217.The dynamic height is computed by dividing the NAVD 88
 KA1217.geopotential number by the normal gravity value computed on the
 KA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1217.degrees latitude (g = 980.6199 gals.).
 KA1217
 KA1217.The modeled gravity was interpolated from observed gravity values.
 KA1217
 KA1217;                    North         East    Units  Estimated Accuracy
 KA1217;SPC IN W     -   458,440.      893,780.      MT  (+/- 180 meters Scaled)
 KA1217
 KA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ866587(NAD 83)
 KA1217
 KA1217                          SUPERSEDED SURVEY CONTROL
 KA1217
 KA1217  NGVD 29 (??/??/92)  174.371  (m)          572.08   (f) ADJ UNCH    1 2
 KA1217
 KA1217.Superseded values are not recommended for survey control.
 KA1217
 KA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1217.See file dsdata.pdf to determine how the superseded data were derived.
 KA1217
 KA1217_MARKER: DB = BENCH MARK DISK
 KA1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1217_STAMPING: D 82 1946
 KA1217_MARK LOGO: CGS
 KA1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1217+STABILITY: SURFACE MOTION
 KA1217
 KA1217  HISTORY     - Date     Condition        Report By
 KA1217  HISTORY     - 1946     MONUMENTED       CGS
 KA1217  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1217
 KA1217                          STATION DESCRIPTION
 KA1217
 KA1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1217'1.6 MI NW FROM SALINE CITY.
 KA1217'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1217'FROM THE STATION AT SALINE CITY, ABOUT 2.8 MILES EAST FROM THE
 KA1217'STATION AT CORY, AT A ROAD CROSSING, 30.5 FEET NORTHEAST OF AND
 KA1217'ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 25 FEET WEST
 KA1217'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 7.5 FEET
 KA1217'NORTH OF POLE 18/13, 3 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE,
 KA1217'5 FEET WEST OF THE END POST OF THE FENCE, AND 2 FEET SOUTHEAST
 KA1217'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D
 KA1217'82 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA1217'ABOVE GROUND.
 KA1217
 KA1217                          STATION RECOVERY (1985)
 KA1217
 KA1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0359 ***********************************************************************
 KA0359  DESIGNATION -  D 83
 KA0359  PID         -  KA0359
 KA0359  STATE/COUNTY-  IN/GREENE
 KA0359  COUNTRY     -  US
 KA0359  USGS QUAD   -  BLOOMFIELD (2019)
 KA0359
 KA0359                         *CURRENT SURVEY CONTROL
 KA0359  ______________________________________________________________________
 KA0359* NAD 83(1986) POSITION- 39 06 12.39   (N) 086 59 23.22   (W)   HD_HELD1
 KA0359* NAVD 88 ORTHO HEIGHT -   155.048 (meters)      508.69  (feet) ADJUSTED
 KA0359  ______________________________________________________________________
 KA0359  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 KA0359  DYNAMIC HEIGHT  -        154.955 (meters)      508.38  (feet) COMP
 KA0359  MODELED GRAVITY -    980,025.8   (mgal)                       NAVD 88
 KA0359
 KA0359  VERT ORDER      -  FIRST     CLASS II
 KA0359
 KA0359.The horizontal coordinates were determined by differentially corrected
 KA0359.hand held GPS observations or other comparable positioning techniques
 KA0359.and have an estimated accuracy of +/- 3 meters.
 KA0359
 KA0359.The orthometric height was determined by differential leveling and
 KA0359.adjusted by the NATIONAL GEODETIC SURVEY
 KA0359.in June 1991.
 KA0359
 KA0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0359.GEOID18 height accuracy estimate available here.
 KA0359
 KA0359.Click photographs - Photos may exist for this station.
 KA0359
 KA0359.The dynamic height is computed by dividing the NAVD 88
 KA0359.geopotential number by the normal gravity value computed on the
 KA0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0359.degrees latitude (g = 980.6199 gals.).
 KA0359
 KA0359.The modeled gravity was interpolated from observed gravity values.
 KA0359
 KA0359;                    North         East    Units  Estimated Accuracy
 KA0359;SPC IN W     -   427,983.8     908,091.8     MT  (+/- 3 meters HH1 GPS) 
 KA0359
 KA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0088328255(NAD 83)
 KA0359
 KA0359                          SUPERSEDED SURVEY CONTROL
 KA0359
 KA0359  NGVD 29 (??/??/92)  155.184  (m)          509.13   (f) ADJ UNCH    1 2
 KA0359
 KA0359.Superseded values are not recommended for survey control.
 KA0359
 KA0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0359.See file dsdata.pdf to determine how the superseded data were derived.
 KA0359
 KA0359_MARKER: DB = BENCH MARK DISK
 KA0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0359_SP_SET: HEADWALL
 KA0359_STAMPING: D 83 1946
 KA0359_MARK LOGO: CGS
 KA0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0359+STABILITY: SURFACE MOTION
 KA0359
 KA0359  HISTORY     - Date     Condition        Report By
 KA0359  HISTORY     - 1946     MONUMENTED       CGS
 KA0359  HISTORY     - 1985     GOOD             NGS
 KA0359
 KA0359                          STATION DESCRIPTION
 KA0359
 KA0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0359'1.4 MI S FROM WORTHINGTON.
 KA0359'1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0359'STATION AT WORTHINGTON, AT A ROAD CROSSING, 105 FEET NORTHWEST
 KA0359'OF THE CENTER LINE OF THE MAIN TRACK, 40 FEET NORTHWEST OF THE
 KA0359'CENTER LINE OF STATE HIGHWAY 67, 12 FEET SOUTH OF THE CENTER LINE
 KA0359'OF THE EAST WEST ROAD, AND SET IN THE TOP OF THE EAST END OF THE
 KA0359'SOUTH HEAD WALL OF A 3 FOOT CONCRETE CULVERT UNDER THE EAST-WEST
 KA0359'ROAD.  A STANDARD DISK, STAMPED D 83 1946 AND SET IN A DRILL HOLE.
 KA0359
 KA0359                          STATION RECOVERY (1985)
 KA0359
 KA0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0359'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3
 KA0359'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS JUNCTION WITH STATE
 KA0359'HIGHWAY 157 IN WORTHINGTON, IN THE EAST END OF THE SOUTH CONCRETE
 KA0359'HEADWALL OF A 4 BY 5 FT CULVERT UNDER COUNTY ROAD 550 NORTH, 12.3 M
 KA0359'(40.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT)
 KA0359'SOUTH OF THE CENTER OF THE ROAD, AND 0.1 M (0.3 FT) WEST OF THE EAST
 KA0359'END OF THE HEADWALL.
 KA0359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0532 ***********************************************************************
 KA0532  DESIGNATION -  D 84
 KA0532  PID         -  KA0532
 KA0532  STATE/COUNTY-  IN/OWEN
 KA0532  COUNTRY     -  US
 KA0532  USGS QUAD   -  CATARACT (2019)
 KA0532
 KA0532                         *CURRENT SURVEY CONTROL
 KA0532  ______________________________________________________________________
 KA0532* NAD 83(1986) POSITION- 39 26 32.     (N) 086 48 10.     (W)   SCALED
 KA0532* NAVD 88 ORTHO HEIGHT -   237.886 (meters)      780.46  (feet) ADJUSTED
 KA0532  ______________________________________________________________________
 KA0532  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA0532  DYNAMIC HEIGHT  -        237.748 (meters)      780.01  (feet) COMP
 KA0532  MODELED GRAVITY -    980,042.1   (mgal)                       NAVD 88
 KA0532
 KA0532  VERT ORDER      -  SECOND    CLASS 0
 KA0532
 KA0532.The horizontal coordinates were scaled from a map and have
 KA0532.an estimated accuracy of +/- 6 seconds.
 KA0532
 KA0532.The orthometric height was determined by differential leveling and
 KA0532.adjusted by the NATIONAL GEODETIC SURVEY
 KA0532.in June 1991.
 KA0532
 KA0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0532.GEOID18 height accuracy estimate available here.
 KA0532
 KA0532.Click photographs - Photos may exist for this station.
 KA0532
 KA0532.The dynamic height is computed by dividing the NAVD 88
 KA0532.geopotential number by the normal gravity value computed on the
 KA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0532.degrees latitude (g = 980.6199 gals.).
 KA0532
 KA0532.The modeled gravity was interpolated from observed gravity values.
 KA0532
 KA0532;                    North         East    Units  Estimated Accuracy
 KA0532;SPC IN W     -   465,630.      924,150.      MT  (+/- 180 meters Scaled)
 KA0532
 KA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ169658(NAD 83)
 KA0532
 KA0532                          SUPERSEDED SURVEY CONTROL
 KA0532
 KA0532  NGVD 29 (??/??/92)  238.005  (m)          780.85   (f) ADJ UNCH    2 0
 KA0532
 KA0532.Superseded values are not recommended for survey control.
 KA0532
 KA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0532.See file dsdata.pdf to determine how the superseded data were derived.
 KA0532
 KA0532_MARKER: DB = BENCH MARK DISK
 KA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0532_STAMPING: D 84 1946
 KA0532_MARK LOGO: CGS
 KA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0532+STABILITY: SURFACE MOTION
 KA0532
 KA0532  HISTORY     - Date     Condition        Report By
 KA0532  HISTORY     - 1946     MONUMENTED       CGS
 KA0532
 KA0532                          STATION DESCRIPTION
 KA0532
 KA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0532'1.6 MI NE FROM CATARACT.
 KA0532'1.6 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DEVORE AND
 KA0532'QUINCY FROM THE E. B. SHORTRIDGE STORE AT CATARACT, 1.1 MILE
 KA0532'NORTHEAST OF THE COVERED BRIDGE OVER MILL CREEK AT THE ENTRANCE TO
 KA0532'THE CATARACT FALLS, AT THE T JUNCTION OF A ROAD LEADING EAST, 34
 KA0532'FEET SOUTH OF THE PROLONGED CENTERLINE OF THE ROAD EAST, 43.8 FEET
 KA0532'SOUTH OF R.E.A. CO-OP POWER POLE NO. Z 155, 18 FEET WEST OF THE
 KA0532'CENTERLINE OF THE NORTH-SOUTH ROAD, 4.5 FEET SOUTH OF A SMALL
 KA0532'WALNUT TREE, 1 FOOT EAST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE
 KA0532'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 KA0532'DISK, STAMPED D 84 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0532'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0345 ***********************************************************************
 KA0345  DESIGNATION -  D 85
 KA0345  PID         -  KA0345
 KA0345  STATE/COUNTY-  IN/GREENE
 KA0345  COUNTRY     -  US
 KA0345  USGS QUAD   -  BLOOMFIELD (2019)
 KA0345
 KA0345                         *CURRENT SURVEY CONTROL
 KA0345  ______________________________________________________________________
 KA0345* NAD 83(1986) POSITION- 39 02 02.0    (N) 086 59 14.6    (W)   HD_HELD2
 KA0345* NAVD 88 ORTHO HEIGHT -   152.541 (meters)      500.46  (feet) ADJUSTED
 KA0345  ______________________________________________________________________
 KA0345  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 KA0345  DYNAMIC HEIGHT  -        152.448 (meters)      500.16  (feet) COMP
 KA0345  MODELED GRAVITY -    980,016.7   (mgal)                       NAVD 88
 KA0345
 KA0345  VERT ORDER      -  FIRST     CLASS II
 KA0345
 KA0345.The horizontal coordinates were established by autonomous hand held GPS
 KA0345.observations and have an estimated accuracy of +/- 10 meters.
 KA0345
 KA0345.The orthometric height was determined by differential leveling and
 KA0345.adjusted by the NATIONAL GEODETIC SURVEY
 KA0345.in June 1991.
 KA0345
 KA0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0345.GEOID18 height accuracy estimate available here.
 KA0345
 KA0345.Click photographs - Photos may exist for this station.
 KA0345
 KA0345.The dynamic height is computed by dividing the NAVD 88
 KA0345.geopotential number by the normal gravity value computed on the
 KA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0345.degrees latitude (g = 980.6199 gals.).
 KA0345
 KA0345.The modeled gravity was interpolated from observed gravity values.
 KA0345
 KA0345;                    North         East    Units  Estimated Accuracy
 KA0345;SPC IN W     -   420,263.      908,307.      MT  (+/- 10 meters HH2 GPS)
 KA0345
 KA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0109120537(NAD 83)
 KA0345
 KA0345                          SUPERSEDED SURVEY CONTROL
 KA0345
 KA0345  NGVD 29 (??/??/92)  152.678  (m)          500.91   (f) ADJ UNCH    1 2
 KA0345
 KA0345.Superseded values are not recommended for survey control.
 KA0345
 KA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0345.See file dsdata.pdf to determine how the superseded data were derived.
 KA0345
 KA0345_MARKER: DB = BENCH MARK DISK
 KA0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0345_SP_SET: BRIDGE
 KA0345_STAMPING: D 85 1946
 KA0345_MARK LOGO: CGS
 KA0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0345
 KA0345  HISTORY     - Date     Condition        Report By
 KA0345  HISTORY     - 1946     MONUMENTED       CGS
 KA0345  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0345
 KA0345                          STATION DESCRIPTION
 KA0345
 KA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0345'1.6 MI NW FROM ELLISTON.
 KA0345'1.6 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0345'STATION AT ELLISTON, 54 FEET SOUTHWEST OF AND ABOUT 7 FEET LOWER
 KA0345'THAN THE CENTER LINE OF THE TRACK, 10.5 FEET NORTHEAST OF AND ABOUT
 KA0345'LEVEL WITH THE CENTER LINE OF A ROAD RUNNING PARALLEL TO THE TRACK,
 KA0345'AND SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 KA0345'OF A 60-FOOT STEEL BRIDGE ON THE ROAD.  A STANDARD DISK, STAMPED
 KA0345'D 85 1946 AND SET IN A DRILL HOLE.
 KA0345
 KA0345                          STATION RECOVERY (1985)
 KA0345
 KA0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0784 ***********************************************************************
 KA0784  DESIGNATION -  D 86
 KA0784  PID         -  KA0784
 KA0784  STATE/COUNTY-  IN/HENDRICKS
 KA0784  COUNTRY     -  US
 KA0784  USGS QUAD   -  DANVILLE (2019)
 KA0784
 KA0784                         *CURRENT SURVEY CONTROL
 KA0784  ______________________________________________________________________
 KA0784* NAD 83(2011) POSITION- 39 49 14.11485(N) 086 32 35.10043(W)   ADJUSTED
 KA0784* NAD 83(2011) ELLIP HT-   249.671 (meters)        (02/22/23)   ADJUSTED
 KA0784* NAD 83(2011) EPOCH   -  2010.00
 KA0784* NAVD 88 ORTHO HEIGHT -   282.834 (meters)      927.93  (feet) ADJUSTED
 KA0784  ______________________________________________________________________
 KA0784  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 KA0784  NAD 83(2011) X  -    295,802.592 (meters)                     COMP
 KA0784  NAD 83(2011) Y  - -4,896,753.955 (meters)                     COMP
 KA0784  NAD 83(2011) Z  -  4,062,865.296 (meters)                     COMP
 KA0784  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 KA0784  DYNAMIC HEIGHT  -        282.679 (meters)      927.42  (feet) COMP
 KA0784  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0784
 KA0784  VERT ORDER      -  SECOND    CLASS 0
 KA0784
 KA0784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0784  Standards:
 KA0784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0784  -------------------------------------------------------------------
 KA0784  NETWORK    0.96   1.98           0.40   0.38   1.01     -0.20588582
 KA0784  -------------------------------------------------------------------
 KA0784  Click here for local accuracies and other accuracy information.
 KA0784
 KA0784.The horizontal coordinates were established by GPS observations
 KA0784.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0784
 KA0784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0784.been affixed to the stable North American tectonic plate. See 
 KA0784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0784
 KA0784.The horizontal coordinates are valid at the epoch date displayed above
 KA0784.which is a decimal equivalence of Year/Month/Day.
 KA0784
 KA0784.The orthometric height was determined by differential leveling and
 KA0784.adjusted by the NATIONAL GEODETIC SURVEY
 KA0784.in June 1991.
 KA0784
 KA0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0784.GEOID18 height accuracy estimate available here.
 KA0784
 KA0784.Click photographs - Photos may exist for this station.
 KA0784
 KA0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0784
 KA0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0784
 KA0784.The ellipsoidal height was determined by GPS observations
 KA0784.and is referenced to NAD 83.
 KA0784
 KA0784.The dynamic height is computed by dividing the NAVD 88
 KA0784.geopotential number by the normal gravity value computed on the
 KA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0784.degrees latitude (g = 980.6199 gals.).
 KA0784
 KA0784.The modeled gravity was interpolated from observed gravity values.
 KA0784
 KA0784. The following values were computed from the NAD 83(2011) position.
 KA0784
 KA0784;                    North         East     Units Scale Factor Converg.
 KA0784;SPC IN W     -   507,737.251   946,253.117   MT  0.99999299   +0 20 45.5
 KA0784;SPC IN W     - 1,665,801.30  3,104,498.77   sFT  0.99999299   +0 20 45.5
 KA0784;UTM  16      - 4,407,944.342   539,104.217   MT  0.99961882   +0 17 33.4
 KA0784
 KA0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0784!SPC IN W     -   0.99996083  x   0.99999299  =   0.99995382
 KA0784!UTM  16      -   0.99996083  x   0.99961882  =   0.99957967
 KA0784
 KA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3910407944(NAD 83)
 KA0784
 KA0784                          SUPERSEDED SURVEY CONTROL
 KA0784
 KA0784  NGVD 29 (??/??/92)  282.941  (m)          928.28   (f) ADJ UNCH    2 0
 KA0784
 KA0784.Superseded values are not recommended for survey control.
 KA0784
 KA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0784.See file dsdata.pdf to determine how the superseded data were derived.
 KA0784
 KA0784_MARKER: DB = BENCH MARK DISK
 KA0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0784_SP_SET: BRIDGE
 KA0784_STAMPING: D 86 1946
 KA0784_MARK LOGO: CGS
 KA0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0784+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0784
 KA0784  HISTORY     - Date     Condition        Report By
 KA0784  HISTORY     - 1946     MONUMENTED       CGS
 KA0784  HISTORY     - 20110713 GOOD             GEOCAC
 KA0784  HISTORY     - 20230206 GOOD             INDOT
 KA0784
 KA0784                          STATION DESCRIPTION
 KA0784
 KA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0784'4.6 MI S FROM LIZTON.
 KA0784'ALONG STATE HIGHWAY 39 ABOUT 4.55 MILES SOUTH OF THE POST OFFICE
 KA0784'AT LIZTON AND ABOUT 4.75 MILES NORTH OF THE COUNTY COURT HOUSE AT
 KA0784'DANVILLE, IN THE TOP OF THE NORTHWEST WINGWALL OF A 20-FOOT
 KA0784'CONCRETE BRIDGE, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY 1
 KA0784'FOOT WEST OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL OF THE
 KA0784'BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0784'D 86 1946.
 KA0784
 KA0784                          STATION RECOVERY (2011)
 KA0784
 KA0784'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0784'RECOVERED IN GOOD CONDITION.
 KA0784
 KA0784                          STATION RECOVERY (2023)
 KA0784
 KA0784'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0843 ***********************************************************************
 LB0843  DESIGNATION -  D 87
 LB0843  PID         -  LB0843
 LB0843  STATE/COUNTY-  IN/TIPPECANOE
 LB0843  COUNTRY     -  US
 LB0843  USGS QUAD   -  MULBERRY (2019)
 LB0843
 LB0843                         *CURRENT SURVEY CONTROL
 LB0843  ______________________________________________________________________
 LB0843* NAD 83(1986) POSITION- 40 15 56.     (N) 086 43 10.     (W)   SCALED
 LB0843* NAVD 88 ORTHO HEIGHT -   246.859 (meters)      809.90  (feet) ADJUSTED
 LB0843  ______________________________________________________________________
 LB0843  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 LB0843  DYNAMIC HEIGHT  -        246.731 (meters)      809.48  (feet) COMP
 LB0843  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 LB0843
 LB0843  VERT ORDER      -  SECOND    CLASS 0
 LB0843
 LB0843.The horizontal coordinates were scaled from a map and have
 LB0843.an estimated accuracy of +/- 6 seconds.
 LB0843
 LB0843.The orthometric height was determined by differential leveling and
 LB0843.adjusted by the NATIONAL GEODETIC SURVEY
 LB0843.in June 1991.
 LB0843
 LB0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0843.GEOID18 height accuracy estimate available here.
 LB0843
 LB0843.Click photographs - Photos may exist for this station.
 LB0843
 LB0843.The dynamic height is computed by dividing the NAVD 88
 LB0843.geopotential number by the normal gravity value computed on the
 LB0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0843.degrees latitude (g = 980.6199 gals.).
 LB0843
 LB0843.The modeled gravity was interpolated from observed gravity values.
 LB0843
 LB0843;                    North         East    Units  Estimated Accuracy
 LB0843;SPC IN W     -   557,070.      930,950.      MT  (+/- 180 meters Scaled)
 LB0843
 LB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK238572(NAD 83)
 LB0843
 LB0843                          SUPERSEDED SURVEY CONTROL
 LB0843
 LB0843  NGVD 29 (??/??/92)  246.953  (m)          810.21   (f) ADJ UNCH    2 0
 LB0843
 LB0843.Superseded values are not recommended for survey control.
 LB0843
 LB0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0843.See file dsdata.pdf to determine how the superseded data were derived.
 LB0843
 LB0843_MARKER: DB = BENCH MARK DISK
 LB0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0843_STAMPING: D 87 1946
 LB0843_MARK LOGO: CGS
 LB0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0843+STABILITY: SURFACE MOTION
 LB0843
 LB0843  HISTORY     - Date     Condition        Report By
 LB0843  HISTORY     - 1946     MONUMENTED       CGS
 LB0843
 LB0843                          STATION DESCRIPTION
 LB0843
 LB0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0843'1.4 MI NE FROM CLARKS HILL.
 LB0843'ABOUT 1.4 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB0843'OFFICE AT CLARKS HILL, ABOUT 0.5 MILE NORTH OF THE INTERSECTION
 LB0843'OF STATE HIGHWAY 28, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF
 LB0843'U.S. HIGHWAY 52, ABOUT 0.2 MILE NORTH OF A CROSS ROAD, 27 FEET
 LB0843'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 8.5
 LB0843'FEET WEST OF A FENCE CORNER POST, 8 FEET EAST OF A 30 INCH ELM
 LB0843'TREE, 2 FEET NORTH OF A WIRE FENCE, AND 1.5 FOOT EAST OF A
 LB0843'WHITE WOODEN WITNESS POST.  MARK MAY BE REACHED FROM THE CROSS
 LB0843'ROAD AT MONROE BY GOING ABOUT 1.45 MILES SOUTHEAST ALONG U.S.
 LB0843'HIGHWAY 52, THENCE ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD.
 LB0843'A STANDARD DISK, STAMPED D 87 1946 AND SET IN THE TOP OF A
 LB0843'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0791 ***********************************************************************
 LB0791  DESIGNATION -  D 88
 LB0791  PID         -  LB0791
 LB0791  STATE/COUNTY-  IN/TIPPECANOE
 LB0791  COUNTRY     -  US
 LB0791  USGS QUAD   -  MULBERRY (2019)
 LB0791
 LB0791                         *CURRENT SURVEY CONTROL
 LB0791  ______________________________________________________________________
 LB0791* NAD 83(1986) POSITION- 40 15 30.     (N) 086 44 52.     (W)   SCALED
 LB0791* NAVD 88 ORTHO HEIGHT -   245.702 (meters)      806.11  (feet) ADJUSTED
 LB0791  ______________________________________________________________________
 LB0791  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 LB0791  DYNAMIC HEIGHT  -        245.574 (meters)      805.69  (feet) COMP
 LB0791  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 LB0791
 LB0791  VERT ORDER      -  SECOND    CLASS 0
 LB0791
 LB0791.The horizontal coordinates were scaled from a map and have
 LB0791.an estimated accuracy of +/- 6 seconds.
 LB0791
 LB0791.The orthometric height was determined by differential leveling and
 LB0791.adjusted by the NATIONAL GEODETIC SURVEY
 LB0791.in June 1991.
 LB0791
 LB0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0791.GEOID18 height accuracy estimate available here.
 LB0791
 LB0791.Click photographs - Photos may exist for this station.
 LB0791
 LB0791.The dynamic height is computed by dividing the NAVD 88
 LB0791.geopotential number by the normal gravity value computed on the
 LB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0791.degrees latitude (g = 980.6199 gals.).
 LB0791
 LB0791.The modeled gravity was interpolated from observed gravity values.
 LB0791
 LB0791;                    North         East    Units  Estimated Accuracy
 LB0791;SPC IN W     -   556,260.      928,550.      MT  (+/- 180 meters Scaled)
 LB0791
 LB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK214564(NAD 83)
 LB0791
 LB0791                          SUPERSEDED SURVEY CONTROL
 LB0791
 LB0791  NGVD 29 (??/??/92)  245.793  (m)          806.41   (f) ADJ UNCH    2 0
 LB0791
 LB0791.Superseded values are not recommended for survey control.
 LB0791
 LB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0791.See file dsdata.pdf to determine how the superseded data were derived.
 LB0791
 LB0791_MARKER: DB = BENCH MARK DISK
 LB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0791_STAMPING: D 88 1946
 LB0791_MARK LOGO: CGS
 LB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0791+STABILITY: SURFACE MOTION
 LB0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0791+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 LB0791
 LB0791  HISTORY     - Date     Condition        Report By
 LB0791  HISTORY     - 1946     MONUMENTED       CGS
 LB0791  HISTORY     - 1966     GOOD             CGS
 LB0791  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0791  HISTORY     - 20100415 GOOD             INDIV
 LB0791
 LB0791                          STATION DESCRIPTION
 LB0791
 LB0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0791'2.4 MI NW FROM CLARKS HILL.
 LB0791'ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB0791'AT CLARKS HILL THENCE ABOUT 1.5 MILE WEST ALONG STATE HIGHWAY 28,
 LB0791'ABOUT 0.25 MILE WEST OF A ROAD LEADING SOUTH, 0.5 MILE WEST
 LB0791'OF THE CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO, AND ST.
 LB0791'LOUIS RAILWAY, 32 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 LB0791'LINE OF THE HIGHWAY, 10.5 FEET WEST OF THE SOUTHERN MOST OF A
 LB0791'ROW OF MAPLE TREES, 4 FEET NORTHWEST OF A FENCE POST AT A T
 LB0791'FENCE LEADING NORTH, 12 FEET NORTHEAST OF TELEPHONE POST NO.
 LB0791'L-44-16-9 AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LB0791'STANDARD DISK, STAMPED D 88 1946 AND SET IN THE TOP OF A CONCRETE
 LB0791'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0791
 LB0791                          STATION RECOVERY (1966)
 LB0791
 LB0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0791'RECOVERED IN GOOD CONDITION.
 LB0791
 LB0791                          STATION RECOVERY (2002)
 LB0791
 LB0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0791'MARK NOT FOUND.
 LB0791
 LB0791                          STATION RECOVERY (2010)
 LB0791
 LB0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SAP)
 LB0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0835 ***********************************************************************
 LB0835  DESIGNATION -  D 89
 LB0835  PID         -  LB0835
 LB0835  STATE/COUNTY-  IN/MONTGOMERY
 LB0835  COUNTRY     -  US
 LB0835  USGS QUAD   -  LINDEN (2019)
 LB0835
 LB0835                         *CURRENT SURVEY CONTROL
 LB0835  ______________________________________________________________________
 LB0835* NAD 83(1986) POSITION- 40 08 54.     (N) 086 54 16.     (W)   SCALED
 LB0835* NAVD 88 ORTHO HEIGHT -   246.089 (meters)      807.38  (feet) ADJUSTED
 LB0835  ______________________________________________________________________
 LB0835  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 LB0835  DYNAMIC HEIGHT  -        245.959 (meters)      806.95  (feet) COMP
 LB0835  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 LB0835
 LB0835  VERT ORDER      -  SECOND    CLASS 0
 LB0835
 LB0835.The horizontal coordinates were scaled from a map and have
 LB0835.an estimated accuracy of +/- 6 seconds.
 LB0835
 LB0835.The orthometric height was determined by differential leveling and
 LB0835.adjusted by the NATIONAL GEODETIC SURVEY
 LB0835.in June 1991.
 LB0835
 LB0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0835.GEOID18 height accuracy estimate available here.
 LB0835
 LB0835.Click photographs - Photos may exist for this station.
 LB0835
 LB0835.The dynamic height is computed by dividing the NAVD 88
 LB0835.geopotential number by the normal gravity value computed on the
 LB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0835.degrees latitude (g = 980.6199 gals.).
 LB0835
 LB0835.The modeled gravity was interpolated from observed gravity values.
 LB0835
 LB0835;                    North         East    Units  Estimated Accuracy
 LB0835;SPC IN W     -   544,000.      915,240.      MT  (+/- 180 meters Scaled)
 LB0835
 LB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081442(NAD 83)
 LB0835
 LB0835                          SUPERSEDED SURVEY CONTROL
 LB0835
 LB0835  NGVD 29 (??/??/92)  246.174  (m)          807.66   (f) ADJ UNCH    2 0
 LB0835
 LB0835.Superseded values are not recommended for survey control.
 LB0835
 LB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0835.See file dsdata.pdf to determine how the superseded data were derived.
 LB0835
 LB0835_MARKER: DB = BENCH MARK DISK
 LB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0835_STAMPING: D 89 1946
 LB0835_MARK LOGO: CGS
 LB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0835+STABILITY: SURFACE MOTION
 LB0835
 LB0835  HISTORY     - Date     Condition        Report By
 LB0835  HISTORY     - 1946     MONUMENTED       CGS
 LB0835
 LB0835                          STATION DESCRIPTION
 LB0835
 LB0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0835'0.9 MI N FROM CHERRY GROVE.
 LB0835'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0835'ELEVATOR AT CHERRY GROVE, ABOUT 1.0 MILE SOUTH OF THE HIGHWAY
 LB0835'OVERPASS OVER THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY,
 LB0835'165 FEET NORTHWEST OF RAILWAY MILE POST 140, 34 FEET EAST OF THE
 LB0835'CENTER LINE OF THE HIGHWAY, 24.3 FEET WEST OF THE WEST RAIL OF
 LB0835'THE TRACK, 8 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A
 LB0835'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A
 LB0835'STANDARD DISK, STAMPED D 89 1946 AND SET IN THE TOP OF A
 LB0835'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1362 ***********************************************************************
 MD1362  DESIGNATION -  D 9
 MD1362  PID         -  MD1362
 MD1362  STATE/COUNTY-  IN/ELKHART
 MD1362  COUNTRY     -  US
 MD1362  USGS QUAD   -  BRISTOL (2019)
 MD1362
 MD1362                         *CURRENT SURVEY CONTROL
 MD1362  ______________________________________________________________________
 MD1362* NAD 83(1986) POSITION- 41 44 15.     (N) 085 45 41.     (W)   SCALED
 MD1362* NAVD 88 ORTHO HEIGHT -   238.922 (meters)      783.86  (feet) ADJUSTED
 MD1362  ______________________________________________________________________
 MD1362  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 MD1362  DYNAMIC HEIGHT  -        238.836 (meters)      783.58  (feet) COMP
 MD1362  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 MD1362
 MD1362  VERT ORDER      -  FIRST     CLASS II
 MD1362
 MD1362.The horizontal coordinates were scaled from a map and have
 MD1362.an estimated accuracy of +/- 6 seconds.
 MD1362
 MD1362.The orthometric height was determined by differential leveling and
 MD1362.adjusted by the NATIONAL GEODETIC SURVEY
 MD1362.in June 1991.
 MD1362
 MD1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1362.GEOID18 height accuracy estimate available here.
 MD1362
 MD1362.Click photographs - Photos may exist for this station.
 MD1362
 MD1362.The dynamic height is computed by dividing the NAVD 88
 MD1362.geopotential number by the normal gravity value computed on the
 MD1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1362.degrees latitude (g = 980.6199 gals.).
 MD1362
 MD1362.The modeled gravity was interpolated from observed gravity values.
 MD1362
 MD1362;                    North         East    Units  Estimated Accuracy
 MD1362;SPC IN E     -   720,470.       92,120.      MT  (+/- 180 meters Scaled)
 MD1362
 MD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM030213(NAD 83)
 MD1362
 MD1362                          SUPERSEDED SURVEY CONTROL
 MD1362
 MD1362  NGVD 29 (??/??/92)  239.058  (m)          784.31   (f) ADJ UNCH    1 2
 MD1362
 MD1362.Superseded values are not recommended for survey control.
 MD1362
 MD1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1362.See file dsdata.pdf to determine how the superseded data were derived.
 MD1362
 MD1362_MARKER: DB = BENCH MARK DISK
 MD1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1362_STAMPING: D 9 1916
 MD1362_MARK LOGO: CGS
 MD1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1362+STABILITY: SURFACE MOTION
 MD1362
 MD1362  HISTORY     - Date     Condition        Report By
 MD1362  HISTORY     - 1916     MONUMENTED       CGS
 MD1362  HISTORY     - 1934     MARK NOT FOUND   CGS
 MD1362  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1362
 MD1362                          STATION DESCRIPTION
 MD1362
 MD1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1362'1.8 MI W FROM VISTULA.
 MD1362'1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM VISTULA,
 MD1362'ELKHART COUNTY, AT A ROAD CROSSING, AND IN THE SOUTH FENCE
 MD1362'CORNER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 MD1362'NOTE-- IN DECEMBER 1934 IT WAS REPORTED THAT NO CONCRETE POST
 MD1362'WITH DISK IN TOP COULD BE FOUND AT THE DESCRIBED LOCATION.  A
 MD1362'CONCRETE POST WITH A CHISELED SQUARE ON TOP WAS FOUND, BUT IT
 MD1362'IS UNKNOWN WHETHER OR NOT THIS IS THE ORIGINAL BENCH-MARK.
 MD1362
 MD1362                          STATION RECOVERY (1993)
 MD1362
 MD1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1362'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0075 ***********************************************************************
 LB0075  DESIGNATION -  D 91
 LB0075  PID         -  LB0075
 LB0075  STATE/COUNTY-  IN/CASS
 LB0075  COUNTRY     -  US
 LB0075  USGS QUAD   -  ONWARD (2019)
 LB0075
 LB0075                         *CURRENT SURVEY CONTROL
 LB0075  ______________________________________________________________________
 LB0075* NAD 83(1986) POSITION- 40 38 26.     (N) 086 13 39.     (W)   SCALED
 LB0075* NAVD 88 ORTHO HEIGHT -   242.129 (meters)      794.38  (feet) ADJUSTED
 LB0075  ______________________________________________________________________
 LB0075  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 LB0075  DYNAMIC HEIGHT  -        242.010 (meters)      793.99  (feet) COMP
 LB0075  MODELED GRAVITY -    980,125.2   (mgal)                       NAVD 88
 LB0075
 LB0075  VERT ORDER      -  SECOND    CLASS 0
 LB0075
 LB0075.The horizontal coordinates were scaled from a map and have
 LB0075.an estimated accuracy of +/- 6 seconds.
 LB0075
 LB0075.The orthometric height was determined by differential leveling and
 LB0075.adjusted by the NATIONAL GEODETIC SURVEY
 LB0075.in June 1991.
 LB0075
 LB0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0075.GEOID18 height accuracy estimate available here.
 LB0075
 LB0075.Click photographs - Photos may exist for this station.
 LB0075
 LB0075.The dynamic height is computed by dividing the NAVD 88
 LB0075.geopotential number by the normal gravity value computed on the
 LB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0075.degrees latitude (g = 980.6199 gals.).
 LB0075
 LB0075.The modeled gravity was interpolated from observed gravity values.
 LB0075
 LB0075;                    North         East    Units  Estimated Accuracy
 LB0075;SPC IN E     -   598,790.       52,560.      MT  (+/- 180 meters Scaled)
 LB0075
 LB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK653991(NAD 83)
 LB0075
 LB0075                          SUPERSEDED SURVEY CONTROL
 LB0075
 LB0075  NGVD 29 (??/??/92)  242.245  (m)          794.77   (f) ADJ UNCH    2 0
 LB0075
 LB0075.Superseded values are not recommended for survey control.
 LB0075
 LB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0075.See file dsdata.pdf to determine how the superseded data were derived.
 LB0075
 LB0075_MARKER: DB = BENCH MARK DISK
 LB0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0075_SP_SET: CULVERT HEADWALL
 LB0075_STAMPING: D 91 1938
 LB0075_MARK LOGO: CGS
 LB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0075+STABILITY: SURFACE MOTION
 LB0075
 LB0075  HISTORY     - Date     Condition        Report By
 LB0075  HISTORY     - 1938     MONUMENTED       CGS
 LB0075  HISTORY     - 1951     GOOD             CGS
 LB0075
 LB0075                          STATION DESCRIPTION
 LB0075
 LB0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LB0075'1.5 MI SE FROM WALTON.
 LB0075'1.5 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0075'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0075'12 FEET EAST OF THE CENTERLINE OF THE TRACK, AT 12-FOOT CONCRETE
 LB0075'CULVERT 170/53, AND ON TOP OF AND 1 FOOT SOUTH OF THE NORTH END.
 LB0075'A STANDARD DISK, STAMPED D 91 1938.  NOTE-- THIS BENCH MARK IS
 LB0075'4.7 MILES NORTHWEST OF GALVESTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1858 ***********************************************************************
 JZ1858  DESIGNATION -  D 93
 JZ1858  PID         -  JZ1858
 JZ1858  STATE/COUNTY-  IN/RIPLEY
 JZ1858  COUNTRY     -  US
 JZ1858  USGS QUAD   -  HOLTON (2019)
 JZ1858
 JZ1858                         *CURRENT SURVEY CONTROL
 JZ1858  ______________________________________________________________________
 JZ1858* NAD 83(1986) POSITION- 39 04 01.     (N) 085 26 17.     (W)   SCALED
 JZ1858* NAVD 88 ORTHO HEIGHT -   257.666 (meters)      845.36  (feet) POSTED
 JZ1858  ______________________________________________________________________
 JZ1858  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ1858  DYNAMIC HEIGHT  -        257.50  (meters)      844.8   (feet) COMP
 JZ1858  MODELED GRAVITY -    979,973.8   (mgal)                       NAVD 88
 JZ1858
 JZ1858  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1858
 JZ1858.The horizontal coordinates were scaled from a map and have
 JZ1858.an estimated accuracy of +/- 6 seconds.
 JZ1858
 JZ1858.The orthometric height was determined by differential leveling
 JZ1858.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1858
 JZ1858.* This is a POSTED BENCH MARK height.
 JZ1858
 JZ1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1858.GEOID18 height accuracy estimate available here.
 JZ1858
 JZ1858.Click photographs - Photos may exist for this station.
 JZ1858
 JZ1858.The dynamic height is computed by dividing the NAVD 88
 JZ1858.geopotential number by the normal gravity value computed on the
 JZ1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1858.degrees latitude (g = 980.6199 gals.).
 JZ1858
 JZ1858.The modeled gravity was interpolated from observed gravity values.
 JZ1858
 JZ1858;                    North         East    Units  Estimated Accuracy
 JZ1858;SPC IN E     -   423,950.      119,780.      MT  (+/- 180 meters Scaled)
 JZ1858
 JZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ351253(NAD 83)
 JZ1858
 JZ1858                          SUPERSEDED SURVEY CONTROL
 JZ1858
 JZ1858  NGVD 29 (??/??/92)  257.794  (m)          845.78   (f) ADJ UNCH    1 2
 JZ1858
 JZ1858.Superseded values are not recommended for survey control.
 JZ1858
 JZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1858.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1858
 JZ1858_MARKER: DB = BENCH MARK DISK
 JZ1858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1858_SP_SET: TRESTLE ABUTMENT
 JZ1858_STAMPING: D 93 1938
 JZ1858_MARK LOGO: CGS
 JZ1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1858
 JZ1858  HISTORY     - Date     Condition        Report By
 JZ1858  HISTORY     - 1938     MONUMENTED       CGS
 JZ1858
 JZ1858                          STATION DESCRIPTION
 JZ1858
 JZ1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1858'9.2 MI SW FROM OSGOOD.
 JZ1858'9.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1858'THE STATION AT OSGOOD, RIPLEY COUNTY, 1.2 MILES EAST OF NEBRASKA,
 JZ1858'NEAR POLE 60/46, 8 RAILS EAST OF A DIM-ROAD CROSSING, AT A
 JZ1858'700-FOOT TRESTLE, IN THE TOP OF THE SOUTHEAST ABUTMENT, AND
 JZ1858'3 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 JZ1858'D 93 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1698 ***********************************************************************
 LB1698  DESIGNATION -  D 94
 LB1698  PID         -  LB1698
 LB1698  STATE/COUNTY-  IN/TIPPECANOE
 LB1698  COUNTRY     -  US
 LB1698  USGS QUAD   -  WESTPOINT (2019)
 LB1698
 LB1698                         *CURRENT SURVEY CONTROL
 LB1698  ______________________________________________________________________
 LB1698* NAD 83(1986) POSITION- 40 20 19.     (N) 087 03 11.     (W)   SCALED
 LB1698* NAVD 88 ORTHO HEIGHT -   195.769 (meters)      642.29  (feet) ADJUSTED
 LB1698  ______________________________________________________________________
 LB1698  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 LB1698  DYNAMIC HEIGHT  -        195.673 (meters)      641.97  (feet) COMP
 LB1698  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LB1698
 LB1698  VERT ORDER      -  SECOND    CLASS 0
 LB1698
 LB1698.The horizontal coordinates were scaled from a map and have
 LB1698.an estimated accuracy of +/- 6 seconds.
 LB1698
 LB1698.The orthometric height was determined by differential leveling and
 LB1698.adjusted by the NATIONAL GEODETIC SURVEY
 LB1698.in June 1991.
 LB1698
 LB1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1698.GEOID18 height accuracy estimate available here.
 LB1698
 LB1698.Click photographs - Photos may exist for this station.
 LB1698
 LB1698.The dynamic height is computed by dividing the NAVD 88
 LB1698.geopotential number by the normal gravity value computed on the
 LB1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1698.degrees latitude (g = 980.6199 gals.).
 LB1698
 LB1698.The modeled gravity was interpolated from observed gravity values.
 LB1698
 LB1698;                    North         East    Units  Estimated Accuracy
 LB1698;SPC IN W     -   565,120.      902,570.      MT  (+/- 180 meters Scaled)
 LB1698
 LB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK954653(NAD 83)
 LB1698
 LB1698                          SUPERSEDED SURVEY CONTROL
 LB1698
 LB1698  NGVD 29 (??/??/92)  195.852  (m)          642.56   (f) ADJ UNCH    2 0
 LB1698
 LB1698.Superseded values are not recommended for survey control.
 LB1698
 LB1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1698.See file dsdata.pdf to determine how the superseded data were derived.
 LB1698
 LB1698_MARKER: DB = BENCH MARK DISK
 LB1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1698_SP_SET: BOX CULVERT HEADWALL
 LB1698_STAMPING: D 94 1946
 LB1698_MARK LOGO: CGS
 LB1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1698+STABILITY: SURFACE MOTION
 LB1698
 LB1698  HISTORY     - Date     Condition        Report By
 LB1698  HISTORY     - 1946     MONUMENTED       CGS
 LB1698
 LB1698                          STATION DESCRIPTION
 LB1698
 LB1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1698'0.9 MI S FROM WEST POINT.
 LB1698'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE WAYNE TOWNSHIP
 LB1698'SCHOOL AT WEST POINT, SET IN THE TOP OF THE NORTH END OF THE EAST
 LB1698'HEAD WALL OF A 3 FOOT CONCRETE BOX CULVERT, 51 FEET SOUTH OF THE
 LB1698'CENTER LINE OF A DRIVE WAY LEADING TO A HOUSE, ABOUT 125 FEET
 LB1698'SOUTHWEST OF THE HOUSE, 24 FEET SOUTHWEST OF A TWIN ASH TREE,
 LB1698'23.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTH
 LB1698'OF THE NORTH END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW THE
 LB1698'HIGHWAY.  A STANDARD DISK, STAMPED D 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1913 ***********************************************************************
 JZ1913  DESIGNATION -  D 94
 JZ1913  PID         -  JZ1913
 JZ1913  STATE/COUNTY-  IN/DEARBORN
 JZ1913  COUNTRY     -  US
 JZ1913  USGS QUAD   -  DILLSBORO (2019)
 JZ1913
 JZ1913                         *CURRENT SURVEY CONTROL
 JZ1913  ______________________________________________________________________
 JZ1913* NAD 83(1986) POSITION- 39 05 34.     (N) 085 05 16.     (W)   SCALED
 JZ1913* NAVD 88 ORTHO HEIGHT -   262.885 (meters)      862.48  (feet) POSTED
 JZ1913  ______________________________________________________________________
 JZ1913  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 JZ1913  DYNAMIC HEIGHT  -        262.71  (meters)      861.9   (feet) COMP
 JZ1913  MODELED GRAVITY -    979,974.2   (mgal)                       NAVD 88
 JZ1913
 JZ1913  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1913
 JZ1913.The horizontal coordinates were scaled from a map and have
 JZ1913.an estimated accuracy of +/- 6 seconds.
 JZ1913
 JZ1913.The orthometric height was determined by differential leveling
 JZ1913.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1913
 JZ1913.* This is a POSTED BENCH MARK height.
 JZ1913
 JZ1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1913.GEOID18 height accuracy estimate available here.
 JZ1913
 JZ1913.Click photographs - Photos may exist for this station.
 JZ1913
 JZ1913.The dynamic height is computed by dividing the NAVD 88
 JZ1913.geopotential number by the normal gravity value computed on the
 JZ1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1913.degrees latitude (g = 980.6199 gals.).
 JZ1913
 JZ1913.The modeled gravity was interpolated from observed gravity values.
 JZ1913
 JZ1913;                    North         East    Units  Estimated Accuracy
 JZ1913;SPC IN E     -   426,960.      150,080.      MT  (+/- 180 meters Scaled)
 JZ1913
 JZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653288(NAD 83)
 JZ1913
 JZ1913                          SUPERSEDED SURVEY CONTROL
 JZ1913
 JZ1913  NGVD 29 (??/??/92)  263.056  (m)          863.04   (f) ADJ UNCH    1 2
 JZ1913
 JZ1913.Superseded values are not recommended for survey control.
 JZ1913
 JZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1913.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1913
 JZ1913_MARKER: DB = BENCH MARK DISK
 JZ1913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1913_SP_SET: CULVERT HEADWALL
 JZ1913_STAMPING: D 94 1938
 JZ1913_MARK LOGO: CGS
 JZ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1913+STABILITY: SURFACE MOTION
 JZ1913
 JZ1913  HISTORY     - Date     Condition        Report By
 JZ1913  HISTORY     - 1938     MONUMENTED       CGS
 JZ1913
 JZ1913                          STATION DESCRIPTION
 JZ1913
 JZ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1913'5.2 MI W FROM DILLSBORO.
 JZ1913'5.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1913'STATION AT DILLSBORO, DEARBORN COUNTY, ABOUT 1 MILE SOUTHEAST
 JZ1913'OF MOORES HILL, AT A CONCRETE CULVERT, IN THE TOP OF THE
 JZ1913'SOUTHWEST HEADWALL, OPPOSITE POLE 39/05, AND 6 FEET SOUTHWEST
 JZ1913'OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED D 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1717 ***********************************************************************
 LB1717  DESIGNATION -  D 95
 LB1717  PID         -  LB1717
 LB1717  STATE/COUNTY-  IN/WARREN
 LB1717  COUNTRY     -  US
 LB1717  USGS QUAD   -  OTTERBEIN (2019)
 LB1717
 LB1717                         *CURRENT SURVEY CONTROL
 LB1717  ______________________________________________________________________
 LB1717* NAD 83(1986) POSITION- 40 24 13.     (N) 087 06 26.     (W)   SCALED
 LB1717* NAVD 88 ORTHO HEIGHT -   201.443 (meters)      660.90  (feet) ADJUSTED
 LB1717  ______________________________________________________________________
 LB1717  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 LB1717  DYNAMIC HEIGHT  -        201.345 (meters)      660.58  (feet) COMP
 LB1717  MODELED GRAVITY -    980,130.3   (mgal)                       NAVD 88
 LB1717
 LB1717  VERT ORDER      -  SECOND    CLASS 0
 LB1717
 LB1717.The horizontal coordinates were scaled from a map and have
 LB1717.an estimated accuracy of +/- 6 seconds.
 LB1717
 LB1717.The orthometric height was determined by differential leveling and
 LB1717.adjusted by the NATIONAL GEODETIC SURVEY
 LB1717.in June 1991.
 LB1717
 LB1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1717.GEOID18 height accuracy estimate available here.
 LB1717
 LB1717.Click photographs - Photos may exist for this station.
 LB1717
 LB1717.The dynamic height is computed by dividing the NAVD 88
 LB1717.geopotential number by the normal gravity value computed on the
 LB1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1717.degrees latitude (g = 980.6199 gals.).
 LB1717
 LB1717.The modeled gravity was interpolated from observed gravity values.
 LB1717
 LB1717;                    North         East    Units  Estimated Accuracy
 LB1717;SPC IN W     -   572,330.      897,970.      MT  (+/- 180 meters Scaled)
 LB1717
 LB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909725(NAD 83)
 LB1717
 LB1717                          SUPERSEDED SURVEY CONTROL
 LB1717
 LB1717  NGVD 29 (??/??/92)  201.519  (m)          661.15   (f) ADJ UNCH    2 0
 LB1717
 LB1717.Superseded values are not recommended for survey control.
 LB1717
 LB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1717.See file dsdata.pdf to determine how the superseded data were derived.
 LB1717
 LB1717_MARKER: DB = BENCH MARK DISK
 LB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1717_STAMPING: D 95 1946
 LB1717_MARK LOGO: CGS
 LB1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1717+STABILITY: SURFACE MOTION
 LB1717
 LB1717  HISTORY     - Date     Condition        Report By
 LB1717  HISTORY     - 1946     MONUMENTED       CGS
 LB1717
 LB1717                          STATION DESCRIPTION
 LB1717
 LB1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1717'0.9 MI SE FROM GREEN HILL.
 LB1717'ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE MASONIC
 LB1717'BUILDING AT GREEN HILL, THENCE ABOUT 0.7 MILE SOUTH ALONG A GRAVEL
 LB1717'ROAD, 0.1 MILE NORTH OF A GRAVEL ROAD LEADING EAST, AT THE GREEN
 LB1717'HILL STOCK FARM, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB1717'HOUSE, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH
 LB1717'OF THE CENTER OF A DRIVE WAY, 3 FEET NORTHWEST OF A FENCE CORNER,
 LB1717'1.5 FEET SOUTHWEST OF A POLE, AT THE EAST END OF A ROW OF
 LB1717'SHRUBERY, AND ABOUT LEVEL WITH THE ROAD,.  A STANDARD DISK, STAMPED
 LB1717'D 95 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1717'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1685 ***********************************************************************
 LB1685  DESIGNATION -  D 96
 LB1685  PID         -  LB1685
 LB1685  STATE/COUNTY-  IN/MONTGOMERY
 LB1685  COUNTRY     -  US
 LB1685  USGS QUAD   -  WINGATE (2019)
 LB1685
 LB1685                         *CURRENT SURVEY CONTROL
 LB1685  ______________________________________________________________________
 LB1685* NAD 83(1986) POSITION- 40 08 51.     (N) 087 04 05.     (W)   SCALED
 LB1685* NAVD 88 ORTHO HEIGHT -   249.614 (meters)      818.94  (feet) ADJUSTED
 LB1685  ______________________________________________________________________
 LB1685  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 LB1685  DYNAMIC HEIGHT  -        249.483 (meters)      818.51  (feet) COMP
 LB1685  MODELED GRAVITY -    980,095.2   (mgal)                       NAVD 88
 LB1685
 LB1685  VERT ORDER      -  SECOND    CLASS 0
 LB1685
 LB1685.The horizontal coordinates were scaled from a map and have
 LB1685.an estimated accuracy of +/- 6 seconds.
 LB1685
 LB1685.The orthometric height was determined by differential leveling and
 LB1685.adjusted by the NATIONAL GEODETIC SURVEY
 LB1685.in June 1991.
 LB1685
 LB1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1685.GEOID18 height accuracy estimate available here.
 LB1685
 LB1685.Click photographs - Photos may exist for this station.
 LB1685
 LB1685.The dynamic height is computed by dividing the NAVD 88
 LB1685.geopotential number by the normal gravity value computed on the
 LB1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1685.degrees latitude (g = 980.6199 gals.).
 LB1685
 LB1685.The modeled gravity was interpolated from observed gravity values.
 LB1685
 LB1685;                    North         East    Units  Estimated Accuracy
 LB1685;SPC IN W     -   543,900.      901,300.      MT  (+/- 180 meters Scaled)
 LB1685
 LB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK942441(NAD 83)
 LB1685
 LB1685                          SUPERSEDED SURVEY CONTROL
 LB1685
 LB1685  NGVD 29 (??/??/92)  249.692  (m)          819.20   (f) ADJ UNCH    2 0
 LB1685
 LB1685.Superseded values are not recommended for survey control.
 LB1685
 LB1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1685.See file dsdata.pdf to determine how the superseded data were derived.
 LB1685
 LB1685_MARKER: DB = BENCH MARK DISK
 LB1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1685_STAMPING: D 96 1946
 LB1685_MARK LOGO: CGS
 LB1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1685+STABILITY: SURFACE MOTION
 LB1685
 LB1685  HISTORY     - Date     Condition        Report By
 LB1685  HISTORY     - 1946     MONUMENTED       CGS
 LB1685
 LB1685                          STATION DESCRIPTION
 LB1685
 LB1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1685'1.7 MI S FROM WINGATE.
 LB1685'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST
 LB1685'OFFICE AT WINGATE, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1685'33 FEET SOUTHWEST OF THE WESTERN MOST OF TWO PERSIMMON TREES,
 LB1685'10 FEET NORTH OF THE CENTER LINE OF A GRAVEL DRIVEWAY, 1 FOOT
 LB1685'WEST OF A BOARD FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB1685'POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1685'D 96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB1685'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1723 ***********************************************************************
 LB1723  DESIGNATION -  D 97
 LB1723  PID         -  LB1723
 LB1723  STATE/COUNTY-  IN/WARREN
 LB1723  COUNTRY     -  US
 LB1723  USGS QUAD   -  CHATTERTON (2019)
 LB1723
 LB1723                         *CURRENT SURVEY CONTROL
 LB1723  ______________________________________________________________________
 LB1723* NAD 83(1986) POSITION- 40 24 36.     (N) 087 08 08.     (W)   SCALED
 LB1723* NAVD 88 ORTHO HEIGHT -   203.470 (meters)      667.55  (feet) ADJUSTED
 LB1723  ______________________________________________________________________
 LB1723  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 LB1723  DYNAMIC HEIGHT  -        203.369 (meters)      667.22  (feet) COMP
 LB1723  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 LB1723
 LB1723  VERT ORDER      -  SECOND    CLASS 0
 LB1723
 LB1723.The horizontal coordinates were scaled from a map and have
 LB1723.an estimated accuracy of +/- 6 seconds.
 LB1723
 LB1723.The orthometric height was determined by differential leveling and
 LB1723.adjusted by the NATIONAL GEODETIC SURVEY
 LB1723.in June 1991.
 LB1723
 LB1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1723.GEOID18 height accuracy estimate available here.
 LB1723
 LB1723.Click photographs - Photos may exist for this station.
 LB1723
 LB1723.The dynamic height is computed by dividing the NAVD 88
 LB1723.geopotential number by the normal gravity value computed on the
 LB1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1723.degrees latitude (g = 980.6199 gals.).
 LB1723
 LB1723.The modeled gravity was interpolated from observed gravity values.
 LB1723
 LB1723;                    North         East    Units  Estimated Accuracy
 LB1723;SPC IN W     -   573,040.      895,570.      MT  (+/- 180 meters Scaled)
 LB1723
 LB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK884732(NAD 83)
 LB1723
 LB1723                          SUPERSEDED SURVEY CONTROL
 LB1723
 LB1723  NGVD 29 (??/??/92)  203.543  (m)          667.79   (f) ADJ UNCH    2 0
 LB1723
 LB1723.Superseded values are not recommended for survey control.
 LB1723
 LB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1723.See file dsdata.pdf to determine how the superseded data were derived.
 LB1723
 LB1723_MARKER: DB = BENCH MARK DISK
 LB1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1723_STAMPING: D 97 1946
 LB1723_MARK LOGO: CGS
 LB1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1723+STABILITY: SURFACE MOTION
 LB1723
 LB1723  HISTORY     - Date     Condition        Report By
 LB1723  HISTORY     - 1946     MONUMENTED       CGS
 LB1723
 LB1723                          STATION DESCRIPTION
 LB1723
 LB1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1723'1.8 MI W FROM GREEN HILL.
 LB1723'ABOUT 1.75 MILES WEST ALONG A ROAD LEADING TO RAINSVILLE VIA
 LB1723'MOUND CEMETERY FROM THE MASONIC BUILDING AT GREEN HILL, AT A
 LB1723'RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND
 LB1723'WEST, ABOUT 0.1 MILE NORTH OF A BRIDGE, ABOUT 0.1 MILE EAST
 LB1723'OF A BRIDGE OVER THE SAME CREEK, 41 FEET NORTHEAST OF THE
 LB1723'CENTER LINE OF THE ROAD AT THE CENTER OF THE CURVE, 11 FEET NORTH
 LB1723'OF THE CENTER LINE OF AN UNGRADED ROAD LEADING EAST TO A CULTIVATE
 LB1723'FIELD, 6 FEET WEST OF A 1 FOOT SQUARE CONCRETE POST, 1 FOOT
 LB1723'NORTH OF A FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 LB1723'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 LB1723'D 97 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1723'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1511 ***********************************************************************
 LB1511  DESIGNATION -  D 98
 LB1511  PID         -  LB1511
 LB1511  STATE/COUNTY-  IN/BENTON
 LB1511  COUNTRY     -  US
 LB1511  USGS QUAD   -  PINE VILLAGE (2019)
 LB1511
 LB1511                         *CURRENT SURVEY CONTROL
 LB1511  ______________________________________________________________________
 LB1511* NAD 83(1986) POSITION- 40 28 47.     (N) 087 15 17.     (W)   SCALED
 LB1511* NAVD 88 ORTHO HEIGHT -   217.413 (meters)      713.30  (feet) ADJUSTED
 LB1511  ______________________________________________________________________
 LB1511  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 LB1511  DYNAMIC HEIGHT  -        217.306 (meters)      712.94  (feet) COMP
 LB1511  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 LB1511
 LB1511  VERT ORDER      -  SECOND    CLASS 0
 LB1511
 LB1511.The horizontal coordinates were scaled from a map and have
 LB1511.an estimated accuracy of +/- 6 seconds.
 LB1511
 LB1511.The orthometric height was determined by differential leveling and
 LB1511.adjusted by the NATIONAL GEODETIC SURVEY
 LB1511.in June 1991.
 LB1511
 LB1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1511.GEOID18 height accuracy estimate available here.
 LB1511
 LB1511.Click photographs - Photos may exist for this station.
 LB1511
 LB1511.The dynamic height is computed by dividing the NAVD 88
 LB1511.geopotential number by the normal gravity value computed on the
 LB1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1511.degrees latitude (g = 980.6199 gals.).
 LB1511
 LB1511.The modeled gravity was interpolated from observed gravity values.
 LB1511
 LB1511;                    North         East    Units  Estimated Accuracy
 LB1511;SPC IN W     -   580,800.      885,470.      MT  (+/- 180 meters Scaled)
 LB1511
 LB1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784810(NAD 83)
 LB1511
 LB1511                          SUPERSEDED SURVEY CONTROL
 LB1511
 LB1511  NGVD 29 (??/??/92)  217.476  (m)          713.50   (f) ADJ UNCH    2 0
 LB1511
 LB1511.Superseded values are not recommended for survey control.
 LB1511
 LB1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1511.See file dsdata.pdf to determine how the superseded data were derived.
 LB1511
 LB1511_MARKER: DB = BENCH MARK DISK
 LB1511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1511_SP_SET: CULVERT HEADWALL
 LB1511_STAMPING: D 98 1946
 LB1511_MARK LOGO: CGS
 LB1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1511+STABILITY: SURFACE MOTION
 LB1511
 LB1511  HISTORY     - Date     Condition        Report By
 LB1511  HISTORY     - 1946     MONUMENTED       CGS
 LB1511
 LB1511                          STATION DESCRIPTION
 LB1511
 LB1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1511'2 MI N FROM PINE VILLAGE.
 LB1511'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE POST
 LB1511'OFFICE AT PINE VILLAGE, ABOUT 0.25 MILE NORTH OF THE WARREN-BENTON
 LB1511'COUNTY LINE, SET IN THE SOUTH END OF THE WEST HEAD WALL OF A 4
 LB1511'FOOT CONCRETE CULVERT, 20 FEET WEST OF THE CENTER LINE OF THE
 LB1511'HIGHWAY, 0.9 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND
 LB1511'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 98
 LB1511'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1793 ***********************************************************************
 KA1793  DESIGNATION -  DAGGETT
 KA1793  PID         -  KA1793
 KA1793  STATE/COUNTY-  IN/OWEN
 KA1793  COUNTRY     -  US
 KA1793  USGS QUAD   -  COAL CITY (2019)
 KA1793
 KA1793                         *CURRENT SURVEY CONTROL
 KA1793  ______________________________________________________________________
 KA1793* NAD 83(1997) POSITION- 39 13 09.33140(N) 087 02 22.21280(W)   ADJUSTED
 KA1793* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 KA1793  ______________________________________________________________________
 KA1793  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1793  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 KA1793  HORZ ORDER      -  SECOND
 KA1793
 KA1793.The horizontal coordinates were established by classical geodetic methods
 KA1793.and adjusted by the National Geodetic Survey in May 1999.
 KA1793
 KA1793.The orthometric height was scaled from a topographic map.
 KA1793
 KA1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1793.GEOID18 height accuracy estimate available here.
 KA1793
 KA1793.Click photographs - Photos may exist for this station.
 KA1793
 KA1793.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1793
 KA1793. The following values were computed from the NAD 83(1997) position.
 KA1793
 KA1793;                    North         East     Units Scale Factor Converg.
 KA1793;SPC IN W     -   440,837.968   903,784.944   MT  0.99996684   +0 01 39.8
 KA1793;SPC IN W     - 1,446,315.90  2,965,167.77   sFT  0.99996684   +0 01 39.8
 KA1793;UTM  16      - 4,341,109.161   496,589.900   MT  0.99960014   -0 01 29.9
 KA1793
 KA1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1793!SPC IN W     -   0.99997409  x   0.99996684  =   0.99994093
 KA1793!UTM  16      -   0.99997409  x   0.99960014  =   0.99957424
 KA1793
 KA1793:                Primary Azimuth Mark                     Grid Az
 KA1793:SPC IN W     -  DAGGETT AZ MK                            335 53 07.7
 KA1793:UTM  16      -  DAGGETT AZ MK                            335 56 17.4
 KA1793
 KA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9658941109(NAD 83)
 KA1793
 KA1793|---------------------------------------------------------------------|
 KA1793| PID    Reference Object                     Distance      Geod. Az  |
 KA1793|                                                           dddmmss.s |
 KA1793| CM3380 DAGGETT RM 1                         31.699 METERS 20134     |
 KA1793| CM3381 DAGGETT RM 2                         43.541 METERS 30514     |
 KA1793| CM3379 DAGGETT AZ MK                                      3355447.5 |
 KA1793|---------------------------------------------------------------------|
 KA1793
 KA1793                          SUPERSEDED SURVEY CONTROL
 KA1793
 KA1793  NAD 83(1986)-  39 13 09.33677(N)    087 02 22.20845(W) AD(       ) 2
 KA1793  NAD 27      -  39 13 09.18620(N)    087 02 22.17050(W) AD(       ) 2
 KA1793
 KA1793.Superseded values are not recommended for survey control.
 KA1793
 KA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1793.See file dsdata.pdf to determine how the superseded data were derived.
 KA1793
 KA1793_MARKER: DS = TRIANGULATION STATION DISK
 KA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1793_STAMPING: DAGGETT 1947
 KA1793_MARK LOGO: CGS
 KA1793_PROJECTION: FLUSH
 KA1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1793+STABILITY: SURFACE MOTION
 KA1793
 KA1793  HISTORY     - Date     Condition        Report By
 KA1793  HISTORY     - 1947     MONUMENTED       CGS
 KA1793  HISTORY     - 1960     MARK NOT FOUND   PCC
 KA1793  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 KA1793
 KA1793                          STATION DESCRIPTION
 KA1793
 KA1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1793'THE STATION IS LOCATED BESIDE STATE HIGHWAY 157, ABOUT 7-1/4 MILES
 KA1793'NORTH-NORTHWEST OF WORTHINGTON, 1 MILE SOUTHEAST OF COAL CITY,
 KA1793'1/4 MILE NORTHWEST OF DAGGETT, AND ON LAND OWNED BY MR. WARREN R.
 KA1793'HERSTINE. THE MARK IS 91 FEET EAST OF THE APPROXIMATE CENTERLINE
 KA1793'OF THE HIGHWAY AND 1.5 FEET SOUTH OF A WIRE FENCE. THE MARK IS FLUSH
 KA1793'WITH THE GROUND, AND THE DISK IS STAMPED DAGGETT 1947.
 KA1793'
 KA1793'REFERENCE MARK NO. 1 IS 104.00 FEET SOUTH-SOUTHWEST OF THE STATION,
 KA1793'17 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 10.5
 KA1793'FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT WEST OF A WIRE FENCE. THE
 KA1793'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAGGETT NO
 KA1793'1 1947.
 KA1793'
 KA1793'REFERENCE MARK NO. 2 IS 142.85 FEET WEST-NORTHWEST OF THE STATION, 17
 KA1793'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 14 FEET
 KA1793'NORTH OF A TELEPHONE POLE, AND 1 FOOT WEST OF A WIRE FENCE. THE MARK
 KA1793'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAGGETT NO 2
 KA1793'1947.
 KA1793'
 KA1793'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION VIA
 KA1793'STATE HIGHWAY 157, 18 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 KA1793'THE HIGHWAY, 2.5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A
 KA1793'WIRE FENCE, AND 1.5 FEET SOUTH OF A WITNESS POST. THE MARK IS
 KA1793'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAGGETT 1947.
 KA1793'
 KA1793'TO REACH THE STATION FROM THE POST OFFICE IN COAL CITY, GO SOUTH AND
 KA1793'EAST ON STATE HIGHWAY 157 FOR 1 MILE TO THE STATION ON THE LEFT.
 KA1793'
 KA1793'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1793
 KA1793                          STATION RECOVERY (1960)
 KA1793
 KA1793'RECOVERY NOTE BY PEABODY COAL COMPANY 1960 (RES)
 KA1793'THE SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARKS 1 AND 2 WERE
 KA1793'ALSO DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 KA1793'CONDITION.  AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 KA1793
 KA1793                          STATION RECOVERY (1982)
 KA1793
 KA1793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JRB)
 KA1793'DAGGETT NO 1 1947 APPEARS IN GOOD CONDITION BUT HAS BEEN TRANSPLANTED.
 KA1793'
 KA1793'DAGGETT 1947 (AZ. MKR) RECOVERED IN GOOD COND.
 KA1793'
 KA1793'DAGGETT 1947 (STATION) SURFACE MONUMENT DESTROYED BUT UNDERGROUND
 KA1793'MARK IN GOOD COND.
 KA1793'
 KA1793'REF FOR R.M. NO. 1 WHICH HAS BEEN MOVED. S 65 DEG W 17 FEET TO
 KA1793'CENTERLINE OF STATE RD NO. 157, S 20 DEG W 69.7 FEET TO 6 INCHES
 KA1793'SASSAFRASS, S 24 DEG E 23.5 FEET TO SAWED OFF TELEPHONE POLE.
 KA1793'MONUMENT IS BURIED 1 FOOT DEEP.
 KA1793'
 KA1793'REF FOR AZ. MARK.  S 76 DEG W 16.6 FEET TO CENTERLINE STATE ROAD 157,
 KA1793'N 10 DEG W 23.0 FEET TO CORNER FENCE POST, S 45 DEG E 7.2 FEET TO
 KA1793'BOTTLECAP IN FENCE POST, N 73 DEG W 45.7 FEET TO BOTTLECAP IN 18
 KA1793'INCHES STUMP, MONUMENT IS + OR - 100 FEET NW OF OLD BARN AND FLUSH
 KA1793'WITH GROUND.
 KA1793'
 KA1793'REF FOR STATION, RAILROAD IRON AND 5 GALLON BOCKET PLACED OVER 24
 KA1793'INCHES DEEP.  MONUMENT BEFORE COVERING WITH DIRT.  AT RT ANGLES TO
 KA1793'STATE ROAD 157 STATION IS 90.2 FEET FROM S OF ROAD.  5.50 DEG W
 KA1793'126.4 TO 6 INCHES SASSAFRASS.  N 90 DEG E 155.9 FEET TO AN 18
 KA1793'INCHES STUMP IN OPEN FIELD. S 78 DEG W 74.92 FEET TO TRANSPLANTED
 KA1793'REF.  MARK NO. 1.
 KA1793'
 KA1793'DISTANCE FROM STATION TO AZ. MARK 1238.78 FT.  DIST. FROM AZ MARK TO
 KA1793'TRANSPLANTED RM NO. 1 IS 1224.69 FT.
 KA1793'
 KA1793'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST OF COAL
 KA1793'CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1645 ***********************************************************************
 MD1645  DESIGNATION -  DAHM
 MD1645  PID         -  MD1645
 MD1645  STATE/COUNTY-  IN/KOSCIUSKO
 MD1645  COUNTRY     -  US
 MD1645  USGS QUAD   -  PIERCETON (2019)
 MD1645
 MD1645                         *CURRENT SURVEY CONTROL
 MD1645  ______________________________________________________________________
 MD1645* NAD 83(1997) POSITION- 41 14 11.66206(N) 085 40 13.71387(W)   ADJUSTED
 MD1645* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 MD1645  ______________________________________________________________________
 MD1645  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 MD1645  LAPLACE CORR    -          4.42  (seconds)                    DEFLEC18
 MD1645  HORZ ORDER      -  SECOND
 MD1645
 MD1645.The horizontal coordinates were established by classical geodetic methods
 MD1645.and adjusted by the National Geodetic Survey in May 1999.
 MD1645
 MD1645.The orthometric height was scaled from a topographic map.
 MD1645
 MD1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1645.GEOID18 height accuracy estimate available here.
 MD1645
 MD1645.Click photographs - Photos may exist for this station.
 MD1645
 MD1645.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1645
 MD1645. The following values were computed from the NAD 83(1997) position.
 MD1645
 MD1645;                    North         East     Units Scale Factor Converg.
 MD1645;SPC IN E     -   664,830.202    99,680.654   MT  0.99996667   -0 00 09.0
 MD1645;SPC IN E     - 2,181,197.09    327,035.61   sFT  0.99996667   -0 00 09.0
 MD1645;UTM  16      - 4,565,871.601   611,415.573   MT  0.99975277   +0 52 35.3
 MD1645
 MD1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1645!SPC IN E     -   0.99996243  x   0.99996667  =   0.99992911
 MD1645!UTM  16      -   0.99996243  x   0.99975277  =   0.99971521
 MD1645
 MD1645:                Primary Azimuth Mark                     Grid Az
 MD1645:SPC IN E     -  DAHM AZ MK                               266 25 09.5
 MD1645:UTM  16      -  DAHM AZ MK                               265 32 25.2
 MD1645
 MD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1141565871(NAD 83)
 MD1645
 MD1645|---------------------------------------------------------------------|
 MD1645| PID    Reference Object                     Distance      Geod. Az  |
 MD1645|                                                           dddmmss.s |
 MD1645| CC8560 DAHM RM 1                            23.963 METERS 25720     |
 MD1645| CC8559 DAHM AZ MK                                         2662500.5 |
 MD1645| CC8561 DAHM RM 2                            42.215 METERS 33129     |
 MD1645|---------------------------------------------------------------------|
 MD1645
 MD1645                          SUPERSEDED SURVEY CONTROL
 MD1645
 MD1645  NAD 83(1995)-  41 14 11.66598(N)    085 40 13.72194(W) AD(       ) 2
 MD1645  NAD 83(1986)-  41 14 11.66519(N)    085 40 13.72401(W) AD(       ) 2
 MD1645  NAD 27      -  41 14 11.50330(N)    085 40 13.77270(W) AD(       ) 2
 MD1645
 MD1645.Superseded values are not recommended for survey control.
 MD1645
 MD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1645.See file dsdata.pdf to determine how the superseded data were derived.
 MD1645
 MD1645_MARKER: DS = TRIANGULATION STATION DISK
 MD1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1645_STAMPING: DAHM 1946
 MD1645_MARK LOGO: CGS
 MD1645_PROJECTION: FLUSH
 MD1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1645+STABILITY: SURFACE MOTION
 MD1645
 MD1645  HISTORY     - Date     Condition        Report By
 MD1645  HISTORY     - 1946     MONUMENTED       CGS
 MD1645  HISTORY     - 19971125 GOOD             USPSQD
 MD1645
 MD1645                          STATION DESCRIPTION
 MD1645
 MD1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1645'THE STATION IS LOCATED 11.9 MILES NORTHWEST OF THE COURTHOUSE SQUARE
 MD1645'IN COLUMBIA CITY
 MD1645'ALONG THE NORTH SIDE OF U.S. HIGHWAY 30.  IT IS 82 FEET NORTHEAST OF
 MD1645'THE INTERSECTION OF A OILED
 MD1645'CROSSROADS, 65 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 30
 MD1645'AND 47 FEET EAST OF THE APPROXIMATE
 MD1645'CENTERLINE OF AN OILED ROAD.  THE MARK IS FLUSH WITH
 MD1645'THE GROUND AND THE DISK IS STAMPED DAHM 1946.
 MD1645'
 MD1645'REFERENCE MARK NO. 1 IS 78.62 FEET WEST OF THE STATION, 50 FEET NORTH
 MD1645'OF THE CENTER LINE OF U.S.
 MD1645'HIGHWAY 30 AND 8 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS
 MD1645'ABOUT 8 INCHES AND THE DISK IS
 MD1645'STAMPED DAHM NO 1 1946.
 MD1645'
 MD1645'REFERENCE MARK NO. 2 IS 138.50 FEET NORTHWEST OF THE STATION, 20 FEET
 MD1645'WEST OF THE APPROXIMATE
 MD1645'CENTERLINE OF AN OILED ROAD AND 10 FEET SOUTH OF A POWERLINE POLE.
 MD1645'THE MARK PROJECTS ABOUT 6 INCHES AND
 MD1645'THE DISK IS STAMPED DAHM NO 2 1946.
 MD1645'
 MD1645'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 52 FEET SOUTH OF
 MD1645'THE CENTERLINE OF U.S. HIGHWAY
 MD1645'30, 2 FEET EAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF AN
 MD1645'EAST-WEST FENCE LINE.  THE MARK
 MD1645'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DAHM 1946.
 MD1645'
 MD1645'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1645
 MD1645                          STATION RECOVERY (1997)
 MD1645
 MD1645'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1854 ***********************************************************************
 JA1854  DESIGNATION -  DALE
 JA1854  PID         -  JA1854
 JA1854  STATE/COUNTY-  IN/DUBOIS
 JA1854  COUNTRY     -  US
 JA1854  USGS QUAD   -  DALE (2019)
 JA1854
 JA1854                         *CURRENT SURVEY CONTROL
 JA1854  ______________________________________________________________________
 JA1854* NAD 83(1997) POSITION- 38 13 02.99377(N) 086 59 02.34447(W)   ADJUSTED
 JA1854* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 JA1854  ______________________________________________________________________
 JA1854  GEOID HEIGHT    -        -32.054 (meters)                     GEOID18
 JA1854  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 JA1854  HORZ ORDER      -  FIRST
 JA1854
 JA1854.The horizontal coordinates were established by classical geodetic methods
 JA1854.and adjusted by the National Geodetic Survey in May 1999.
 JA1854
 JA1854.The orthometric height was scaled from a topographic map.
 JA1854
 JA1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1854.GEOID18 height accuracy estimate available here.
 JA1854
 JA1854.Click photographs - Photos may exist for this station.
 JA1854
 JA1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1854
 JA1854. The following values were computed from the NAD 83(1997) position.
 JA1854
 JA1854;                    North         East     Units Scale Factor Converg.
 JA1854;SPC IN W     -   329,639.878   908,699.922   MT  0.99996760   +0 03 41.3
 JA1854;SPC IN W     - 1,081,493.50  2,981,292.99   sFT  0.99996760   +0 03 41.3
 JA1854;UTM  16      - 4,229,947.474   501,401.948   MT  0.99960002   +0 00 35.7
 JA1854
 JA1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1854!SPC IN W     -   0.99997712  x   0.99996760  =   0.99994472
 JA1854!UTM  16      -   0.99997712  x   0.99960002  =   0.99957715
 JA1854
 JA1854:                Primary Azimuth Mark                     Grid Az
 JA1854:SPC IN W     -  ROSE BANK                                021 38 03.5
 JA1854:UTM  16      -  ROSE BANK                                021 41 09.1
 JA1854
 JA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0140129947(NAD 83)
 JA1854
 JA1854|---------------------------------------------------------------------|
 JA1854| PID    Reference Object                     Distance      Geod. Az  |
 JA1854|                                                           dddmmss.s |
 JA1854| JA1880 HUNTINGBURG ST MARYS CATH CH        APPROX. 9.2 KM 0191141.5 |
 JA1854| JA1881 ROSE BANK                           APPROX.14.3 KM 0214144.8 |
 JA1854| CG8459 DALE RM 1                            32.400 METERS 04915     |
 JA1854| CG8458 DALE AZ MK                                         0843914.2 |
 JA1854| JA1831 FERDINAND NUNNERY DOME              APPROX.11.3 KM 0854408.4 |
 JA1854| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX.10.8 KM 0862959.6 |
 JA1854| JA1862 MARIAH HILL HELP OF CHRIST CH       APPROX. 7.6 KM 1383105.9 |
 JA1854| JA1852 DALE ST JOSEPHS CATH CH SPIRE       APPROX. 5.8 KM 1832345.7 |
 JA1854| JA1853 DALE MUNICIPAL TANK                 APPROX. 5.7 KM 1843208.2 |
 JA1854| CG8460 DALE RM 2                            28.919 METERS 18647     |
 JA1854|---------------------------------------------------------------------|
 JA1854
 JA1854                          SUPERSEDED SURVEY CONTROL
 JA1854
 JA1854  NAD 83(1993)-  38 13 02.99693(N)    086 59 02.34652(W) AD(       ) 1
 JA1854  NAD 83(1986)-  38 13 03.00140(N)    086 59 02.34748(W) AD(       ) 1
 JA1854  NAD 27      -  38 13 02.80900(N)    086 59 02.36000(W) AD(       ) 1
 JA1854
 JA1854.Superseded values are not recommended for survey control.
 JA1854
 JA1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1854.See file dsdata.pdf to determine how the superseded data were derived.
 JA1854
 JA1854_MARKER: DS = TRIANGULATION STATION DISK
 JA1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1854_STAMPING: DALE 1946
 JA1854_MARK LOGO: CGS
 JA1854_PROJECTION: FLUSH
 JA1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1854+STABILITY: SURFACE MOTION
 JA1854
 JA1854  HISTORY     - Date     Condition        Report By
 JA1854  HISTORY     - 1946     MONUMENTED       CGS
 JA1854  HISTORY     - 1960     GOOD             CGS
 JA1854
 JA1854                          STATION DESCRIPTION
 JA1854
 JA1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1854'THIS STATION IS ABOUT 3.5 MILES NORTH OF DALE, IN A BARNYARD AT THE
 JA1854'TOP OF A SMALL HILL, 10 FEET EAST OF THE EAST SIDE OF A BARN AND 65
 JA1854'FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE SHED.  THE MARK IS FLUSH
 JA1854'WITH THE GROUND AND THE DISK IS STAMPED DALE 1946.
 JA1854'
 JA1854'REFERENCE MARK NO 1 IS 106.30 FEET NORTHEAST OF THE STATION, 1 FOOT
 JA1854'SOUTH OF THE SOUTHWEST CORNER OF A SMALL SHED AND ABOUT 100 FEET SOUTH
 JA1854'OF AN UNTENANTED FARMHOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1854'IS STAMPED DALE NO 1 1946.
 JA1854'
 JA1854'REFERENCE MARK NO 2 IS 94.88 FEET SOUTH OF THE STATION, 75 FEET SOUTH
 JA1854'OF THE SOUTHEAST CORNER OF THE BARN AND 36 FEET SOUTH OF THE SOUTHEAST
 JA1854'FENCE CORNER OF THE BARNYARD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1854'IS STAMPED DALE NO 2 1946.
 JA1854'
 JA1854'THE AZIMUTH MARK IS EAST OF THE STATION, 31 FEET EAST OF THE
 JA1854'CENTERLINE OF STATE HIGHWAY 45, 3 FEET SOUTHEAST OF A WHITE WITNESS
 JA1854'POST AND 2 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 8
 JA1854'INCHES AND THE DISK IS STAMPED DALE 1946.
 JA1854'
 JA1854'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 68 AND 62 IN DALE, GO
 JA1854'NORTH ON STATE HIGHWAY 45 FOR 3.65 MILES TO A CROSSROADS, TURN LEFT,
 JA1854'LEAVING THE HIGHWAY, AND GO 0.8 MILE TO THE STATION AND THE BARN ON
 JA1854'THE LEFT.
 JA1854'
 JA1854'FROM THE CROSSROADS, GO NORTH ON STATE HIGHWAY 45 FOR 0.05 MILE TO THE
 JA1854'AZIMUTH MARK ON THE RIGHT AT THE FIRST FENCE CORNER.
 JA1854'
 JA1854'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1854
 JA1854                          STATION RECOVERY (1960)
 JA1854
 JA1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 JA1854'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.
 JA1854'AZIMUTH MARK INESCAPABLY SUBJECT TO BRUSH OBSTRUCTION WAS MOVED OUT ON
 JA1854'LINE TO AVOID ROAD CONSTRUCTION.
 JA1854'
 JA1854'ABOUT 3.65 MILES N ALONG NO. 231 U.S. HIGHWAY FROM ITS INTERSECTION
 JA1854'WITH THE MAIN E-W STREET IN DALE TO A CROSS ROAD (AZ. MK. IS ABOUT 109
 JA1854'YARDS N OF SAME), THENCE DUE W FOR 0.8 MILE ON SECONDARY AND FARM
 JA1854'ROADS TO TOP OF HILL AND STATION, 169-1/2 FEET SW OF SW CORNER OF
 JA1854'CONCRETE BLOCK FOUNDATION OF FRAME DWELLING, 65 FEET S OF SW CORNER OF
 JA1854'A SHED, AND 10 FEET E OF E SIDE OF A BARN, STANDARD DISKS STAMPED DALE
 JA1854'1946 WITH THE TOP MARK ABOUT 0.3 FOOT UNDERGROUND.
 JA1854'
 JA1854'REFERENCE STAMPED DALE NO 1 1946, PROJECTS 0.5 FOOT, IS 106.25 FEET
 JA1854'(32.385 METERS) NE OF THE STATION, 66 FEET SW OF SAID HOUSE CORNER, 35
 JA1854'FEET W OF PROJECTED PLANE OF W WALL OF HOUSE, AND AT SW CORNER OF A
 JA1854'SHED.
 JA1854'
 JA1854'REFERENCE STAMPED DALE NO 2 1946, PROJECTS 0.5 FOOT THO ONLY FLUSH
 JA1854'WITH THE GENERAL LEVEL OF THE GROUND, IS 94.80 FEET (28.895 METERS) S
 JA1854'OF THE STATION, 74 FEET S OF SE CORNER OF BARN, AND 4 FEET E OF
 JA1854'PROJECTED PLANE OF E WALL OF SAME.
 JA1854'
 JA1854'AZIMUTH STAMPED DALE 1946 RESET 1960, PROJECTS 0.4 FOOT, IS 0.8 MILE W
 JA1854'OF THE STATION, ABOUT 109 YARDS N OF E-W ROAD, ABOUT 35 YARDS N OF
 JA1854'CREST OF RIDGE, 38 FEET E OF CENTER LINE OF HIGHWAY, A FOOT S OF A
 JA1854'FENCE, AND 1.9 FEET N OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3497 ***********************************************************************
 DM3497  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3497  DESIGNATION -  DALE CORS ARP
 DM3497  CORS_ID     -  INDA
 DM3497  PID         -  DM3497
 DM3497  STATE/COUNTY-  IN/SPENCER
 DM3497  COUNTRY     -  US
 DM3497  USGS QUAD   -  DALE (2019)
 DM3497
 DM3497                         *CURRENT SURVEY CONTROL
 DM3497  ______________________________________________________________________
 DM3497* NAD 83(2011) POSITION- 38 11 42.24574(N) 086 58 25.97760(W)   ADJUSTED
 DM3497* NAD 83(2011) ELLIP HT-   127.337 (meters)        (04/??/25)   ADJUSTED
 DM3497* NAD 83(2011) EPOCH   -  2010.00
 DM3497  ______________________________________________________________________
 DM3497  GEOID HEIGHT    -        -32.022 (meters)                     GEOID18
 DM3497  NAD 83(2011) X  -    264,967.800 (meters)                     COMP
 DM3497  NAD 83(2011) Y  - -5,012,171.063 (meters)                     COMP
 DM3497  NAD 83(2011) Z  -  3,922,562.186 (meters)                     COMP
 DM3497
 DM3497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3497  Standards:
 DM3497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3497  -------------------------------------------------------------------
 DM3497  NETWORK    0.07   0.09           0.03   0.03   0.04     -0.25896900
 DM3497  -------------------------------------------------------------------
 DM3497
 DM3497.The coordinates were established by GPS observations
 DM3497.and adjusted by the National Geodetic Survey in April 2025.
 DM3497
 DM3497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3497.been affixed to the stable North American Tectonic Plate. 
 DM3497
 DM3497.The coordinates are valid at the epoch date displayed above
 DM3497.which is a decimal equivalence of Year/Month/Day.
 DM3497
 DM3497.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3497.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3497.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3497.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3497.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3497.published epoch of 2010.00.
 DM3497
 DM3497.Additional information on MYCS is available at:
 DM3497.https://geodesy.noaa.gov/CORS/index.shtml
 DM3497
 DM3497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3497.GEOID18 height accuracy estimate available here.
 DM3497
 DM3497.The PID for the CORS L1 Phase Center is DS2850.
 DM3497
 DM3497.Click photographs - Photos may exist for this station.
 DM3497
 DM3497.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3497
 DM3497.The ellipsoidal height was determined by GPS observations
 DM3497.and is referenced to NAD 83.
 DM3497
 DM3497. The following values were computed from the NAD 83(2011) position.
 DM3497
 DM3497;                    North         East     Units Scale Factor Converg.
 DM3497;SPC IN W     -   327,151.217   909,587.483   MT  0.99996780   +0 04 03.6
 DM3497;SPC IN W     - 1,073,328.62  2,984,204.93   sFT  0.99996780   +0 04 03.6
 DM3497;UTM  16      - 4,227,458.931   502,286.945   MT  0.99960006   +0 00 58.1
 DM3497
 DM3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3497!SPC IN W     -   0.99998002  x   0.99996780  =   0.99994782
 DM3497!UTM  16      -   0.99998002  x   0.99960006  =   0.99958009
 DM3497
 DM3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0228627458(NAD 83)
 DM3497
 DM3497                          SUPERSEDED SURVEY CONTROL
 DM3497
 DM3497  NAD 83(2011)-  38 11 42.24589(N)    086 58 25.97761(W) AD(2010.00) c
 DM3497  ELLIP H (05/??/21)  127.339  (m)                       GP(2010.00) c c
 DM3497  NAD 83(2011)-  38 11 42.24556(N)    086 58 25.97728(W) AD(2010.00) c
 DM3497  ELLIP H (06/??/19)  127.338  (m)                       GP(2010.00) c c
 DM3497  NAD 83(2011)-  38 11 42.24557(N)    086 58 25.97728(W) AD(2010.00) c
 DM3497  ELLIP H (08/??/11)  127.332  (m)                       GP(2010.00) c c
 DM3497  NAD 83(CORS)-  38 11 42.24588(N)    086 58 25.97802(W) AD(2002.00) c
 DM3497  ELLIP H (09/??/10)  127.306  (m)                       GP(2002.00) c c
 DM3497
 DM3497.Superseded values are not recommended for survey control.
 DM3497
 DM3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3497.See file dsdata.pdf to determine how the superseded data were derived.
 DM3497
 DM3497_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3497
 DM3497                          STATION DESCRIPTION
 DM3497
 DM3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3497'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3497'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3497'AND LOG FILES ACCESSIBLE AT:
 DM3497'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1851 ***********************************************************************
 JA1851  DESIGNATION -  DALE ST HENRY CATH CH SPIRE
 JA1851  PID         -  JA1851
 JA1851  STATE/COUNTY-  IN/DUBOIS
 JA1851  COUNTRY     -  US
 JA1851  USGS QUAD   -  DALE (2019)
 JA1851
 JA1851                         *CURRENT SURVEY CONTROL
 JA1851  ______________________________________________________________________
 JA1851* NAD 83(1997) POSITION- 38 13 04.98448(N) 086 55 44.57238(W)   ADJUSTED
 JA1851  ______________________________________________________________________
 JA1851  GEOID HEIGHT    -        -32.169 (meters)                     GEOID18
 JA1851  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 JA1851  HORZ ORDER      -  THIRD
 JA1851
 JA1851.The horizontal coordinates were established by classical geodetic methods
 JA1851.and adjusted by the National Geodetic Survey in May 1999.
 JA1851
 JA1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1851.GEOID18 height accuracy estimate available here.
 JA1851
 JA1851.Click photographs - Photos may exist for this station.
 JA1851
 JA1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1851
 JA1851. The following values were computed from the NAD 83(1997) position.
 JA1851
 JA1851;                    North         East     Units Scale Factor Converg.
 JA1851;SPC IN W     -   329,707.844   913,510.601   MT  0.99996891   +0 05 43.6
 JA1851;SPC IN W     - 1,081,716.48  2,997,076.03   sFT  0.99996891   +0 05 43.6
 JA1851;UTM  16      - 4,230,011.088   506,210.916   MT  0.99960048   +0 02 38.0
 JA1851
 JA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0621030011(NAD 83)
 JA1851
 JA1851                          SUPERSEDED SURVEY CONTROL
 JA1851
 JA1851  NAD 83(1993)-  38 13 04.98780(N)    086 55 44.57381(W) AD(       ) 3
 JA1851  NAD 83(1986)-  38 13 04.99215(N)    086 55 44.57529(W) AD(       ) 3
 JA1851  NAD 27      -  38 13 04.79700(N)    086 55 44.59400(W) AD(       ) 3
 JA1851
 JA1851.Superseded values are not recommended for survey control.
 JA1851
 JA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1851.See file dsdata.pdf to determine how the superseded data were derived.
 JA1851
 JA1851_MARKER: 90 = CHURCH SPIRE
 JA1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1851+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2011
 JA1851
 JA1851  HISTORY     - Date     Condition        Report By
 JA1851  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1851  HISTORY     - 20061222 GOOD             GEOCAC
 JA1851  HISTORY     - 20110226 GOOD             GEOCAC
 JA1851
 JA1851                          STATION DESCRIPTION
 JA1851
 JA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1851'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED IN THE EAST EDGE OF
 JA1851'THE VERY SMALL VILLAGE OF
 JA1851'ST HENRY WHICH LIES ABOUT 3 MILES EAST NORTHEAST OF
 JA1851'DALE.  THE CHURCH AND SPIRE ARE OF
 JA1851'RED BRICK AND THE SPIRE IS ABOUT
 JA1851'100 FEET HIGH.  THE CHURCH WAS BUILT IN 1910.
 JA1851
 JA1851                          STATION RECOVERY (2006)
 JA1851
 JA1851'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JA1851'RECOVERED IN GOOD CONDITION.
 JA1851
 JA1851                          STATION RECOVERY (2011)
 JA1851
 JA1851'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1851'THE SPIRE WAS OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1852 ***********************************************************************
 JA1852  DESIGNATION -  DALE ST JOSEPHS CATH CH SPIRE
 JA1852  PID         -  JA1852
 JA1852  STATE/COUNTY-  IN/SPENCER
 JA1852  COUNTRY     -  US
 JA1852  USGS QUAD   -  DALE (2019)
 JA1852
 JA1852                         *CURRENT SURVEY CONTROL
 JA1852  ______________________________________________________________________
 JA1852* NAD 83(1997) POSITION- 38 09 54.05711(N) 086 59 16.54543(W)   ADJUSTED
 JA1852  ______________________________________________________________________
 JA1852  GEOID HEIGHT    -        -31.915 (meters)                     GEOID18
 JA1852  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 JA1852  HORZ ORDER      -  THIRD
 JA1852
 JA1852.The horizontal coordinates were established by classical geodetic methods
 JA1852.and adjusted by the National Geodetic Survey in May 1999.
 JA1852
 JA1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1852.GEOID18 height accuracy estimate available here.
 JA1852
 JA1852.Click photographs - Photos may exist for this station.
 JA1852
 JA1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1852
 JA1852. The following values were computed from the NAD 83(1997) position.
 JA1852
 JA1852;                    North         East     Units Scale Factor Converg.
 JA1852;SPC IN W     -   323,814.154   908,360.483   MT  0.99996753   +0 03 32.2
 JA1852;SPC IN W     - 1,062,380.27  2,980,179.35   sFT  0.99996753   +0 03 32.2
 JA1852;UTM  16      - 4,224,124.199   501,057.397   MT  0.99960001   +0 00 26.9
 JA1852
 JA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0105724124(NAD 83)
 JA1852
 JA1852                          SUPERSEDED SURVEY CONTROL
 JA1852
 JA1852  NAD 83(1993)-  38 09 54.05948(N)    086 59 16.54736(W) AD(       ) 3
 JA1852  NAD 83(1986)-  38 09 54.06480(N)    086 59 16.54838(W) AD(       ) 3
 JA1852  NAD 27      -  38 09 53.86600(N)    086 59 16.55900(W) AD(       ) 3
 JA1852
 JA1852.Superseded values are not recommended for survey control.
 JA1852
 JA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1852.See file dsdata.pdf to determine how the superseded data were derived.
 JA1852
 JA1852_MARKER: 90 = CHURCH SPIRE
 JA1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1852+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 JA1852
 JA1852  HISTORY     - Date     Condition        Report By
 JA1852  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1852  HISTORY     - 20100831 GOOD             GEOCAC
 JA1852
 JA1852                          STATION DESCRIPTION
 JA1852
 JA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1852'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ON TOP OF THE SMALL
 JA1852'HILL IN THE SOUTH EDGE OF
 JA1852'DALE, ABOUT 0.2 MILE EAST OF STATE HIGHWAY 45.  THE
 JA1852'CHURCH AND SPIRE ARE OF RED
 JA1852'BRICK AND THE SPIRE IS ABOUT 100 FEET IN
 JA1852'HEIGHT.  THE CHURCH WAS BUILT IN 1909.
 JA1852
 JA1852                          STATION RECOVERY (2010)
 JA1852
 JA1852'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1852'SPIER OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1503 ***********************************************************************
 MD1503  DESIGNATION -  DALLAS RESET
 MD1503  PID         -  MD1503
 MD1503  STATE/COUNTY-  IN/LAGRANGE
 MD1503  COUNTRY     -  US
 MD1503  USGS QUAD   -  OLIVER LAKE (2019)
 MD1503
 MD1503                         *CURRENT SURVEY CONTROL
 MD1503  ______________________________________________________________________
 MD1503* NAD 83(1997) POSITION- 41 32 22.67583(N) 085 25 53.97109(W)   ADJUSTED
 MD1503* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 MD1503  ______________________________________________________________________
 MD1503  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 MD1503  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 MD1503  HORZ ORDER      -  SECOND
 MD1503
 MD1503.The horizontal coordinates were established by classical geodetic methods
 MD1503.and adjusted by the National Geodetic Survey in May 1999.
 MD1503
 MD1503.The orthometric height was scaled from a topographic map.
 MD1503
 MD1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1503.GEOID18 height accuracy estimate available here.
 MD1503
 MD1503.Click photographs - Photos may exist for this station.
 MD1503
 MD1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1503
 MD1503. The following values were computed from the NAD 83(1997) position.
 MD1503
 MD1503;                    North         East     Units Scale Factor Converg.
 MD1503;SPC IN E     -   698,513.946   119,609.655   MT  0.99997140   +0 09 21.0
 MD1503;SPC IN E     - 2,291,707.84    392,419.34   sFT  0.99997140   +0 09 21.0
 MD1503;UTM  16      - 4,599,851.644   630,820.280   MT  0.99981061   +1 02 24.6
 MD1503
 MD1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1503!SPC IN E     -   0.99996053  x   0.99997140  =   0.99993194
 MD1503!UTM  16      -   0.99996053  x   0.99981061  =   0.99977115
 MD1503
 MD1503:                Primary Azimuth Mark                     Grid Az
 MD1503:SPC IN E     -  DALLAS AZ MK                             112 35 12.3
 MD1503:UTM  16      -  DALLAS AZ MK                             111 42 08.7
 MD1503
 MD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3082099851(NAD 83)
 MD1503
 MD1503|---------------------------------------------------------------------|
 MD1503| PID    Reference Object                     Distance      Geod. Az  |
 MD1503|                                                           dddmmss.s |
 MD1503| CC8565 DALLAS RM 1                          37.207 METERS 01338     |
 MD1503| CC8568 DALLAS RM 4                          53.377 METERS 04410     |
 MD1503| CC8563 DALLAS AZ MK                                       1124433.3 |
 MD1503| CC8567 DALLAS RM 3                          52.816 METERS 31444     |
 MD1503| CC8566 DALLAS RM 2                          46.314 METERS 32239     |
 MD1503|---------------------------------------------------------------------|
 MD1503
 MD1503                          SUPERSEDED SURVEY CONTROL
 MD1503
 MD1503  NAD 83(1995)-  41 32 22.67618(N)    085 25 53.97634(W) AD(       ) 2
 MD1503  NAD 83(1994)-  41 32 22.67626(N)    085 25 53.98112(W) AD(       ) 2
 MD1503  NAD 83(1986)-  41 32 22.67699(N)    085 25 53.98179(W) AD(       ) 2
 MD1503  NAD 27      -  41 32 22.49580(N)    085 25 54.05180(W) AD(       ) 2
 MD1503
 MD1503.Superseded values are not recommended for survey control.
 MD1503
 MD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1503.See file dsdata.pdf to determine how the superseded data were derived.
 MD1503
 MD1503_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1503_STAMPING: DALLAS 1946 1976
 MD1503_MARK LOGO: NGS
 MD1503_PROJECTION: RECESSED 25 CENTIMETERS
 MD1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1503+STABILITY: SURFACE MOTION
 MD1503
 MD1503  HISTORY     - Date     Condition        Report By
 MD1503  HISTORY     - 1976     MONUMENTED       NGS
 MD1503  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 MD1503
 MD1503                          STATION DESCRIPTION
 MD1503
 MD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MD1503'STATION UNDERGROUND MARK FOUND IN GOOD CONDITION.  REFERENCE MARK 3
 MD1503'FOUND IN GOOD CONDITION.  REFERENCE MARK 4 FOUND UPROOTED IN A
 MD1503'GRADED DITCH.  REFERENCE MARK 5 WAS SET AND A NEW AZIMUTH MARK WAS
 MD1503'SET AS THE 1946 AZIMUTH MARK IS NO LONGER VISIBLE A CORN CRIB IS
 MD1503'ON LINE.  THE 1946 AZIMUTH MARK IS AS DESCRIBED IN 1946.  A
 MD1503'POLARIS OBSERVATION WAS TAKEN TO VERIFY THE AZIMUTH.
 MD1503'
 MD1503'THE 1946 TO REACH IS ADEQUATE.  THE STATION IS NOW ON PROPERTY OF
 MD1503'MR. RAY YODER WHO RESIDES AT THE SITE.  IT IS 150 FEET SOUTH OF THE
 MD1503'CENTERLINE OF THE ROAD, 124 FEET SOUTH OF A FENCELINE, 197.5 FEET
 MD1503'NORTH OF A FENCELINE, 102.4 FEET EAST OF A FENCE AND 59 FEET WEST
 MD1503'OF A CORNER FENCE POST.  THE MARK IS UNDERGROUND 10 INCHES AND THE
 MD1503'DISK IS STAMPED DALLAS 1946 1976.
 MD1503'
 MD1503'REFERENCE MARK 3 IS 42 FEET EAST OF A 36 INCH MAPLE TREE, 21 FEET
 MD1503'WEST OF A CORNER FENCE POST, 28.5 FEET SOUTH OF THE CENTERLINE OF
 MD1503'THE ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MONUMENT PROJECTS 2
 MD1503'INCHES AND THE DISK STAMPED DALLAS 1946 NO 3 1960.
 MD1503'
 MD1503'REFERENCE MARK 5 IS 78 FEET WEST OF A CORNER FENCE POST, 24.7 FEET
 MD1503'SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A METAL WITNESS
 MD1503'POST AND 0.5 FOOT NORTH OF A FENCELINE.  THE MONUMENT IS FLUSH AND
 MD1503'THE DISK IS STAMPED DALLAS 1946 NO 5 1976.
 MD1503'
 MD1503'THE AZIMUTH MARK IS 259 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 MD1503'100 W. 46.6 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 4 FEET
 MD1503'NORTH OF A FENCELINE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 MD1503'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DALLAS 1946
 MD1503'NO. 2 1976.
 MD1503'
 MD1503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY ROAD
 MD1503'700 S FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY
 MD1503'ROAD 100 W FOR 0.3 MILE TO A RAILROAD CROSSING AND THE MARK AS
 MD1503'DESCRIBED.
 MD1503'
 MD1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MD1503'NORTHWEST WILOOTTVILLE.
 MD1503'
 MD1503'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD1503
 MD1503                          STATION RECOVERY (1994)
 MD1503
 MD1503'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2358 ***********************************************************************
 LB2358  DESIGNATION -  DANES RESET
 LB2358  PID         -  LB2358
 LB2358  STATE/COUNTY-  IN/CASS
 LB2358  COUNTRY     -  US
 LB2358  USGS QUAD   -  TWELVE MILE (2019)
 LB2358
 LB2358                         *CURRENT SURVEY CONTROL
 LB2358  ______________________________________________________________________
 LB2358* NAD 83(1997) POSITION- 40 45 51.61699(N) 086 14 00.13925(W)   ADJUSTED
 LB2358* NAD 83(1997) ELLIP HT-   180.544 (meters)        (05/25/99)   ADJUSTED
 LB2358* NAVD 88 ORTHO HEIGHT -   214.7   (meters)      704.    (feet) VERTCON3
 LB2358  ______________________________________________________________________
 LB2358  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 LB2358  NAD 83(1997) X  -    317,811.949 (meters)                     COMP
 LB2358  NAD 83(1997) Y  - -4,827,406.328 (meters)                     COMP
 LB2358  NAD 83(1997) Z  -  4,142,754.597 (meters)                     COMP
 LB2358  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 LB2358  HORZ ORDER      -  THIRD
 LB2358  ELLP ORDER      -  FOURTH    CLASS I
 LB2358
 LB2358.The horizontal coordinates were established by classical geodetic methods
 LB2358.and adjusted by the National Geodetic Survey in May 1999.
 LB2358
 LB2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2358
 LB2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2358.GEOID18 height accuracy estimate available here.
 LB2358
 LB2358.Click photographs - Photos may exist for this station.
 LB2358
 LB2358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2358
 LB2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2358
 LB2358.The ellipsoidal height was determined by GPS observations
 LB2358.and is referenced to NAD 83.
 LB2358
 LB2358. The following values were computed from the NAD 83(1997) position.
 LB2358
 LB2358;                    North         East     Units Scale Factor Converg.
 LB2358;SPC IN E     -   612,542.934    52,152.200   MT  0.99999483   -0 22 12.1
 LB2358;SPC IN E     - 2,009,651.28    171,102.68   sFT  0.99999483   -0 22 12.1
 LB2358;UTM  16      - 4,512,879.541   564,703.971   MT  0.99965153   +0 30 02.1
 LB2358
 LB2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2358!SPC IN E     -   0.99997168  x   0.99999483  =   0.99996651
 LB2358!UTM  16      -   0.99997168  x   0.99965153  =   0.99962322
 LB2358
 LB2358:                Primary Azimuth Mark                     Grid Az
 LB2358:SPC IN E     -  ADAMS                                    262 18 16.8
 LB2358:UTM  16      -  ADAMS                                    261 26 02.6
 LB2358
 LB2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6470312879(NAD 83)
 LB2358
 LB2358|---------------------------------------------------------------------|
 LB2358| PID    Reference Object                     Distance      Geod. Az  |
 LB2358|                                                           dddmmss.s |
 LB2358| CC8571 DANES RM 1                           23.712 METERS 14445     |
 LB2358| CC8573 DANES RM 3                           24.772 METERS 21232     |
 LB2358| CC8572 DANES RM 2                           24.923 METERS 23530     |
 LB2358| LB2423 ADAMS                               APPROX. 5.7 KM 2615604.7 |
 LB2358| CC8570 DANES AZ MK                                        3154448.5 |
 LB2358|---------------------------------------------------------------------|
 LB2358
 LB2358                          SUPERSEDED SURVEY CONTROL
 LB2358
 LB2358  NAD 83(1986)-  40 45 51.62114(N)    086 14 00.15141(W) AD(       ) 3
 LB2358  NAD 27      -  40 45 51.46960(N)    086 14 00.16060(W) AD(       ) 3
 LB2358  NGVD 29 (02/23/89)  214.8    (m)  RAPSU86  model used  GPS OBS        
 LB2358
 LB2358.Superseded values are not recommended for survey control.
 LB2358
 LB2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2358.See file dsdata.pdf to determine how the superseded data were derived.
 LB2358
 LB2358_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2358_STAMPING: DANES 1948 1976
 LB2358_MARK LOGO: NGS
 LB2358_PROJECTION: RECESSED 41 CENTIMETERS
 LB2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2358+STABILITY: SURFACE MOTION
 LB2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2358+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 LB2358
 LB2358  HISTORY     - Date     Condition        Report By
 LB2358  HISTORY     - 1948     MONUMENTED       CGS
 LB2358  HISTORY     - 1966     GOOD             CGS
 LB2358  HISTORY     - 1969     GOOD             BRADY
 LB2358  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LB2358  HISTORY     - 1976     GOOD             NGS
 LB2358  HISTORY     - 19880718 GOOD             NGS
 LB2358
 LB2358                          STATION DESCRIPTION
 LB2358
 LB2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2358'THE STATION IS LOCATED 8 MILES WEST OF PERU AND 7 MILES EAST OF
 LB2358'LOGANSPORT ON PROPERTY OWNED BY LLOYD DOHERTY.  IT IS 78 FEET
 LB2358'NORTHWEST OF A TELEPHONE POLE, 60 FEET SOUTHEAST OF A TELEPHONE
 LB2358'POLE AND 50 FEET NORTHEAST OF THE CENTER OF U. S. HIGHWAY 24.  THE
 LB2358'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LB2358'STAMPED DANES 1948.
 LB2358'
 LB2358'REFERENCE MARK NO. 1 IS 77.82 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2358'29 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF A
 LB2358'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LB2358'STAMPED DANES NO 1 1948.
 LB2358'
 LB2358'REFERENCE MARK NO. 2 IS 81.77 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2358'29 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTHEAST OF A
 LB2358'WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE
 LB2358'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DANES NO 2 1948.
 LB2358'
 LB2358'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION.  IT IS 27
 LB2358'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 3 FEET WEST OF A WHITE
 LB2358'WITNESS POST AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK
 LB2358'PROJECTS 8 INCHES AND THE DISK IS STAMPED DANES 1948.
 LB2358'
 LB2358'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND 35 IN
 LB2358'THE CENTER OF LOGANSPORT GO EAST ON HIGHWAY 24 FOR 7.2 MILES TO THE
 LB2358'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.15 MILE TO
 LB2358'THE STATION ON THE LEFT AS DESCRIBED.
 LB2358'
 LB2358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2358
 LB2358                          STATION RECOVERY (1966)
 LB2358
 LB2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB2358'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 LB2358'CONDITION AT THIS TIME.  THE AZIMUTH MARK AND REFERENCE MARK 2 WERE
 LB2358'FOUND UP-ROOTED BY ROAD GRADING.  THE DISTANCE TO REFERENCE MARK 1
 LB2358'CHECKED.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 LB2358'FOLLOWS.
 LB2358'
 LB2358'STATION IS ABOUT 8 MILES WEST OF PERU, 7 MILES EAST OF LOGANSPORT AND
 LB2358'IN A CULTIVATED FIELD OWNED BY MRS. ETHEL KURTZ.  STATION MARK IS A
 LB2358'STANDARD DISK, STAMPED DANES 1948 SET IN THE TOP OF A SQUARE
 LB2358'CONCRETE MONUMENT 10 INCHES BELOW THE GROUND SURFACE.  IT IS 80 FEET
 LB2358'NORTHEAST OF A METAL WITNESS POST, 58 FEET EAST OF A TELEPHONE POLE,
 LB2358'49 FEET NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 24, AND 54
 LB2358'FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 24 AND A GRAVELED
 LB2358'DRIVEWAY SOUTH.
 LB2358'
 LB2358'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANES NO 1 1948, SET IN
 LB2358'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 LB2358'IS 28 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 LB2358'NORTHWEST OF A TELEPHONE POLE.
 LB2358'
 LB2358'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DANES NO 3 1948 1966,
 LB2358'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 LB2358'IT IS 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 LB2358'WEST OF THE CENTERLINE OF THE DRIVEWAY, 8 FEET NORTHWEST OF A
 LB2358'POWER POLE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 LB2358'SOUTHWEST OF A FENCE.
 LB2358'
 LB2358'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 35,
 LB2358'DOWNTOWN LOGANSPORT, GO EAST ON HIGHWAY 24 FOR 7.1 MILES TO A BRIDGE
 LB2358'OVER RAILROAD TRACKS.  CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE TO
 LB2358'A DRIVEWAY ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 LB2358'
 LB2358'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2358'
 LB2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 LB2358'LOGANSPORT.
 LB2358
 LB2358                          STATION RECOVERY (1969)
 LB2358
 LB2358'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969 (JJ)
 LB2358'DANES 1948 RECOVERED STATION IN GOOD CONDITION.
 LB2358'RM NO. 1 AND RM NO. 3 RECOVERED IN GOOD CONDITION.
 LB2358'
 LB2358'AZIMUTH MARK FOUND DESTROYED IN 1966, SO DID NOT LOOK FOR IT.
 LB2358
 LB2358                          STATION RECOVERY (1976)
 LB2358
 LB2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LB2358'THE STATION SURFACE MARK FOUND UPROOTED, BY FARM EQUIPMENT.  THE
 LB2358'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 LB2358'FOUND WITH THE DISK SHEARED OFF.  REFERENCE MARK 3 WAS FOUND IN
 LB2358'GOOD CONDITION AND AS DESCRIBED.  THE STATION UNDERGROUND MARK WAS
 LB2358'PLUMBED AND THE POINT HELD AND A NEW UNDERGROUND AND SURFACE MARK 16
 LB2358'INCHES BELOW THE SURFACE AT PROPERTY OWNERS REQUEST.  PROPERTY
 LB2358'OWNERS ARE ROY AND ETHEL KURTZ WHO RESIDE 0.25 MILE WEST OF THE
 LB2358'STATION.  DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 LB2358'
 LB2358'STATION IS ABOUT 7 MILES EAST OF LOGANSPORT, 2 MILES WEST OF NEW
 LB2358'WAVERLY ON THE EAST SIDE OF U. S. HIGHWAY 24.  IT IS 102 FEET
 LB2358'SOUTHEAST OF A HIGHWAY R-O-W MARKER, 110 FEET NORTH OF THE NORTH
 LB2358'EDGE OF A CONCRETE CULVERT, 50 FEET NORTHEAST OF THE CENTERLINE OF
 LB2358'U. S.  HIGHWAY 24, 59.8 FEET NORTH OF A METAL WITNESS POST, 15.5
 LB2358'FEET NORTHEAST OF A METAL WITNESS POST AND 19.6 FEET EAST OF
 LB2358'A HIGHWAY R-O-W MARKER.  THE MONUMENT IS UNDERGROUND 16 INCHES
 LB2358'AND THE DISK STAMPED DANES 1948 1976.
 LB2358'
 LB2358'REFERENCE MARK 3 IS 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB2358'HIGHWAY, 10 FEET SOUTHEAST OF A R-O-W MARKER, 22 FEET NORTHWEST OF A
 LB2358'GRAVEL DRIVEWAY, 8 FEET NORTH OF A POWER POLE, 8 FEET NORTHWEST OF
 LB2358'A FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LB2358'MONUMENT PROJECTS 1 INCH AND THE DISK STAMPED DANES 1948 NO 3 1966.
 LB2358'
 LB2358'REFERENCE MARK 4 IS 51 FEET NORTH OF THE NORTH END OF THE CULVERT, 35
 LB2358'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF A
 LB2358'HIGHWAY SIGN AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE
 LB2358'MONUMENT IS A STANDARD ALUMINUM TYPE MARKER WITH 3-MAGNETS ATTACHED.
 LB2358'THE DISK IS STAMPED DANES 1948 NO 4 1976.
 LB2358'
 LB2358'THE 1966 TO REACH IS ADEQUATE.
 LB2358'
 LB2358'NO MEASUREMENT REFERENCE MARK 3 TO REFERENCE MARK 4 DUE TO THE HEAVY
 LB2358'TRAFFIC OF U. S. HIGHWAY 24.
 LB2358'
 LB2358'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2358'
 LB2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 LB2358'LOGANSPORT.
 LB2358
 LB2358                          STATION RECOVERY (1976)
 LB2358
 LB2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LB2358'RECOVERED IN GOOD CONDITION.
 LB2358
 LB2358                          STATION RECOVERY (1988)
 LB2358
 LB2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB2358'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) WEST OF PERU, 11.3 KM
 LB2358'(7.00 MI) EAST OF LOGANSPORT IN A CULITVATED FIELD.  OWNERSHIP--MR.ROY
 LB2358'KURTZ, RT 4, LOGANSPORT, IN 46947, PHONE 315-735-3016.
 LB2358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 17
 LB2358'NORTH AND STATE HIGWAYS 329 AND 435 SOUTH AND U.S. HIGHWAY 24 IN
 LB2358'LOGANSPORT, GO EAST ON U.S. HIGHWAY 24 FOR 12.1 KM (7.50 MI) TO
 LB2358'HIGHWAY BRIDGE OVER RAILROAD TRACKS.  CONTINUE EAST FOR 0.4 KM
 LB2358'(0.25 MI) TO A PRIVATE DRIVE ON THE RIGHT AND STATION IN FIELD ON THE
 LB2358'LEFT.
 LB2358'THE STATION MARK IS A STANDARD CGS STATION MARK DISK STAMPED---DANES
 LB2358'1948 1976---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 28
 LB2358'INCHES BELOW THE GROUND SURFACE.  LOCATED 33.5 M (109.9 FT) NORTH
 LB2358'FROM THE NORTH EDGE OF CONCRETE CULVERT, 18.2 M (59.7 FT) NORTH FROM
 LB2358'A METAL WITNESS POST, 15.2 M (49.9 FT) NORTHEAST FROM CENTER OF U.S.
 LB2358'HIGHWAY 24 AND 6.0 M (19.7 FT) EAST FROM A HIGHWAY RIGHT-OF-WAY
 LB2358'MARKER.
 LB2358'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2358'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2025 ***********************************************************************
 HZ2025  DESIGNATION -  DANNER
 HZ2025  PID         -  HZ2025
 HZ2025  STATE/COUNTY-  IN/JEFFERSON
 HZ2025  COUNTRY     -  US
 HZ2025  USGS QUAD   -  MADISON EAST (2019)
 HZ2025
 HZ2025                         *CURRENT SURVEY CONTROL
 HZ2025  ______________________________________________________________________
 HZ2025* NAD 83(1997) POSITION- 38 44 49.45981(N) 085 17 09.93872(W)   ADJUSTED
 HZ2025* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 HZ2025  ______________________________________________________________________
 HZ2025  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 HZ2025  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 HZ2025  HORZ ORDER      -  THIRD
 HZ2025
 HZ2025.The horizontal coordinates were established by classical geodetic methods
 HZ2025.and adjusted by the National Geodetic Survey in May 1999.
 HZ2025
 HZ2025.The orthometric height was scaled from a topographic map.
 HZ2025
 HZ2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2025.GEOID18 height accuracy estimate available here.
 HZ2025
 HZ2025.Click photographs - Photos may exist for this station.
 HZ2025
 HZ2025.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2025
 HZ2025. The following values were computed from the NAD 83(1997) position.
 HZ2025
 HZ2025;                    North         East     Units Scale Factor Converg.
 HZ2025;SPC IN E     -   388,487.703   133,083.634   MT  0.99998014   +0 14 17.5
 HZ2025;SPC IN E     - 1,274,563.41    436,625.22   sFT  0.99998014   +0 14 17.5
 HZ2025;SPC KY1Z     - 1,267,994.653 1,540,329.836   MT  1.00002037   +0 17 05.4
 HZ2025;SPC KY1Z     - 4,160,079.12  5,053,565.47   sFT  1.00002037   +0 17 05.4
 HZ2025;SPC KY N     -   138,930.073   409,932.475   MT  0.99997397   -0 38 40.3
 HZ2025;SPC KY N     -   455,806.41  1,344,920.13   sFT  0.99997397   -0 38 40.3
 HZ2025;UTM  16      - 4,290,104.015   648,941.903   MT  0.99987318   +1 04 22.4
 HZ2025
 HZ2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2025!SPC IN E     -   0.99996299  x   0.99998014  =   0.99994313
 HZ2025!SPC KY1Z     -   0.99996299  x   1.00002037  =   0.99998336
 HZ2025!SPC KY N     -   0.99996299  x   0.99997397  =   0.99993696
 HZ2025!UTM  16      -   0.99996299  x   0.99987318  =   0.99983617
 HZ2025
 HZ2025:                Primary Azimuth Mark                     Grid Az
 HZ2025:SPC IN E     -  HUNTER                                   211 15 15.5
 HZ2025:SPC KY1Z     -  HUNTER                                   211 12 27.6
 HZ2025:SPC KY N     -  HUNTER                                   212 08 13.3
 HZ2025:UTM  16      -  HUNTER                                   210 25 10.6
 HZ2025
 HZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4894190104(NAD 83)
 HZ2025
 HZ2025|---------------------------------------------------------------------|
 HZ2025| PID    Reference Object                     Distance      Geod. Az  |
 HZ2025|                                                           dddmmss.s |
 HZ2025| CG8467 DANNER AZ MK                                       0053451.4 |
 HZ2025| HZ0913 HUNTER                              APPROX. 1.5 KM 2112933.0 |
 HZ2025| CG8468 DANNER RM 1                           6.983 METERS 23442     |
 HZ2025| CG8469 DANNER RM 2                          18.245 METERS 31450     |
 HZ2025|---------------------------------------------------------------------|
 HZ2025
 HZ2025                          SUPERSEDED SURVEY CONTROL
 HZ2025
 HZ2025  NAD 83(1995)-  38 44 49.45952(N)    085 17 09.93890(W) AD(       ) 3
 HZ2025  NAD 83(1993)-  38 44 49.45985(N)    085 17 09.93964(W) AD(       ) 3
 HZ2025  NAD 83(1986)-  38 44 49.46096(N)    085 17 09.94638(W) AD(       ) 3
 HZ2025  NAD 27      -  38 44 49.24400(N)    085 17 10.11600(W) AD(       ) 3
 HZ2025
 HZ2025.Superseded values are not recommended for survey control.
 HZ2025
 HZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2025.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2025
 HZ2025_MARKER: DS = TRIANGULATION STATION DISK
 HZ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2025_STAMPING: DANNER 1947
 HZ2025_MARK LOGO: CGS
 HZ2025_PROJECTION: FLUSH
 HZ2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2025+STABILITY: SURFACE MOTION
 HZ2025
 HZ2025  HISTORY     - Date     Condition        Report By
 HZ2025  HISTORY     - 1947     MONUMENTED       CGS
 HZ2025  HISTORY     - 1963     GOOD             AEROS
 HZ2025  HISTORY     - 1979     GOOD             NGS
 HZ2025
 HZ2025                          STATION DESCRIPTION
 HZ2025
 HZ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2025'STATION IS ABOUT 5 MILES EAST OF MADISON, ON A HILL OVERLOOKING THE
 HZ2025'OHIO RIVER, IN THE BACK YARD OF A FARMHOUSE OWNED BY GLENROY
 HZ2025'DANNER, 57 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FARMHOUSE, AND
 HZ2025'50 FEET SOUTHEAST OF A CONCRETE WELL TOP. THE MARK IS FLUSH WITH
 HZ2025'THE GROUND, AND DISK IS STAMPED DANNER 1947.
 HZ2025'
 HZ2025'REFERENCE MARK NO. 1 IS 22.91 FEET SOUTHWEST OF THE STATION, IN A
 HZ2025'FENCELINE, AND 3 FEET EAST OF A WHITE WITNESS POST. THE MARK
 HZ2025'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DANNER NO 1 1947.
 HZ2025'
 HZ2025'REFERENCE MARK NO. 2 IS 59.86 FEET NORTHWEST OF THE STATION AND 6
 HZ2025'FEET WEST OF THE WELL TOP. THE MARK PROJECTS 8 INCHES, AND
 HZ2025'THE DISK IS STAMPED DANNER NO 2 1947.
 HZ2025'
 HZ2025'AZIMUTH MARK IS 0.9 MILE NORTH OF THE STATION, 14 FEET NORTH OF THE
 HZ2025'APPROXIMATE CENTERLINE OF THE GRAVELED ROAD WHICH LEADS TO THE
 HZ2025'STATION, AND 2 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 HZ2025'INCHES, AND THE DISK IS STAMPED DANNER 1947.
 HZ2025'
 HZ2025'TO REACH FROM THE COURT HOUSE IN MADISON, GO EAST ON STATE HIGHWAY
 HZ2025'56 FOR 2.1 MILES TO A MACADAM SIDE ROAD LEFT, TURN LEFT AND
 HZ2025'FOLLOW WINDING ROAD FOR 4.3 MILES TO A POINT WHERE THE MACADAM ROAD
 HZ2025'TURNS SHARP LEFT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD,
 HZ2025'CONTINUE STRAIGHT AHEAD AND GO 0.8 MILE TO A ROAD FORK JUST PAST A
 HZ2025'CHURCH, TURN RIGHT AND GO 0.6 MILE TO A SIDE ROAD RIGHT, TURN
 HZ2025'RIGHT AND FOLLOW NARROW ROAD FOR 1.1 MILE TO THE DANNER FARMHOUSE AND
 HZ2025'THE STATION.
 HZ2025'
 HZ2025'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ2025
 HZ2025                          STATION RECOVERY (1963)
 HZ2025
 HZ2025'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2025'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 HZ2025'DESCRIBED.
 HZ2025
 HZ2025                          STATION RECOVERY (1979)
 HZ2025
 HZ2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2025'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 HZ2025'SHAPE.  THE AZIMUTH MARK WAS NOT FOUND AN SHOULD BE ASSUMED DESTROYED
 HZ2025'BY THE WIDENING OF THE ROAD.  DUE TO ROAD CHANGES AND NAMES, A NEW
 HZ2025'TO REACH FOLLOWS.  THE STATION WAS NOT OCCUPIED AS THE PROPERTY
 HZ2025'OWNER WAS NOT AT HOME.  THE MARKS ARE ALL FLUSH AND WELL CARED FOR
 HZ2025'BY THE PROPERTY OWNER.  THE PROPERTY OWNERS NAME WAS NOT FOUND AS
 HZ2025'NO ONE WAS HOME.  NONE OF THE CLOSE NEIGHBORS KNEW THEIR NAME.
 HZ2025'
 HZ2025'TO REACH FROM THE COURT HOUSE AT MADISON, GO E ON STATE HIGHWAY FOR
 HZ2025'2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO UP HILL FOR 4.3 MILES
 HZ2025'TO MANVILLE HILL ROAD ON THE LEFT.  CONTINUE AHEAD FOR 0.7 MILE TO
 HZ2025'FORK IN THE ROAD.  TAKE RIGHT FORK AND GO 0.55 MILE TO ROAD RIGHT AT
 HZ2025'A 6 FOOT HIGH ROCK PILLAR, INSCRIBED HIBERNATION POINT AND WINDY
 HZ2025'POINT.  GO SOUTHERLY ON THE ROAD FOR 1.0 MILE TO LARGE HOUSE AT THE
 HZ2025'END OF ROAD AND THE STATION.  THE STATION IS ON THE HIGHEST POINT
 HZ2025'THAT OVERLOOKS THE OHIO RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1999 ***********************************************************************
 KA1999  DESIGNATION -  DANVILLE MUNICIPAL STANDPIPE
 KA1999  PID         -  KA1999
 KA1999  STATE/COUNTY-  IN/HENDRICKS
 KA1999  COUNTRY     -  US
 KA1999  USGS QUAD   -  DANVILLE (2019)
 KA1999
 KA1999                         *CURRENT SURVEY CONTROL
 KA1999  ______________________________________________________________________
 KA1999* NAD 83(1997) POSITION- 39 45 40.83022(N) 086 31 36.89213(W)   ADJUSTED
 KA1999  ______________________________________________________________________
 KA1999  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 KA1999  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 KA1999  HORZ ORDER      -  THIRD
 KA1999
 KA1999.The horizontal coordinates were established by classical geodetic methods
 KA1999.and adjusted by the National Geodetic Survey in May 1999.
 KA1999
 KA1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1999.GEOID18 height accuracy estimate available here.
 KA1999
 KA1999.Click photographs - Photos may exist for this station.
 KA1999
 KA1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1999
 KA1999. The following values were computed from the NAD 83(1997) position.
 KA1999
 KA1999;                    North         East     Units Scale Factor Converg.
 KA1999;SPC IN W     -   501,167.808   947,678.304   MT  0.99999464   +0 21 21.2
 KA1999;SPC IN W     - 1,644,248.05  3,109,174.57   sFT  0.99999464   +0 21 21.2
 KA1999;UTM  16      - 4,401,376.034   540,522.757   MT  0.99962022   +0 18 09.3
 KA1999
 KA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4052201376(NAD 83)
 KA1999
 KA1999                          SUPERSEDED SURVEY CONTROL
 KA1999
 KA1999  NAD 83(1986)-  39 45 40.83003(N)    086 31 36.88943(W) AD(       ) 3
 KA1999  NAD 27      -  39 45 40.66300(N)    086 31 36.89600(W) AD(       ) 3
 KA1999
 KA1999.Superseded values are not recommended for survey control.
 KA1999
 KA1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1999.See file dsdata.pdf to determine how the superseded data were derived.
 KA1999
 KA1999_MARKER: 52 = STANDPIPE TANK
 KA1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1999+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 KA1999
 KA1999  HISTORY     - Date     Condition        Report By
 KA1999  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1999  HISTORY     - 1948     GOOD             CGS
 KA1999  HISTORY     - 20041224 GOOD             GEOCAC
 KA1999
 KA1999                          STATION DESCRIPTION
 KA1999
 KA1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1999'THIS STA.  IS A STANDPIPE LOCATED IN THE W CENTRAL PART OF THE CITY
 KA1999'OF DANVILLE. IT IS ON PROPERTY OWNED BY THE CITY 100 FEET S OF W
 KA1999'CLINTON STREET,150 FEET N OF MAIN STREET, 130 FEET W OF CROSS STREET,
 KA1999'AND 100 FEET E OF KENTUCKY STREET.
 KA1999'
 KA1999'IT IS A SLIM STANDPIPE ABOUT 15 FEET IN DIAMETER, PAINTED SILVER AND
 KA1999'IS ABOUT 125 FEET HIGH. IT IS QUITE PROMINENT.
 KA1999
 KA1999                          STATION RECOVERY (1948)
 KA1999
 KA1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1999'RECOVERED AS DESCRIBED. THE DISTANCES GIVEN IN THE DESC.  ARE
 KA1999'APPARENTLY BY ESTIMATION.
 KA1999
 KA1999                          STATION RECOVERY (2004)
 KA1999
 KA1999'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KA1999'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0943 ***********************************************************************
 JA0943  DESIGNATION -  DAV 1
 JA0943  PID         -  JA0943
 JA0943  STATE/COUNTY-  IN/DAVIESS
 JA0943  COUNTRY     -  US
 JA0943  USGS QUAD   -  SANDY HOOK (2019)
 JA0943
 JA0943                         *CURRENT SURVEY CONTROL
 JA0943  ______________________________________________________________________
 JA0943* NAD 83(1986) POSITION- 38 33 13.     (N) 087 13 07.     (W)   SCALED
 JA0943* NAVD 88 ORTHO HEIGHT -   134.005 (meters)      439.65  (feet) POSTED
 JA0943  ______________________________________________________________________
 JA0943  GEOID HEIGHT    -        -32.167 (meters)                     GEOID18
 JA0943  DYNAMIC HEIGHT  -        133.92  (meters)      439.4   (feet) COMP
 JA0943  MODELED GRAVITY -    979,979.6   (mgal)                       NAVD 88
 JA0943
 JA0943  VERT ORDER      -  * POSTED, SEE BELOW
 JA0943
 JA0943.The horizontal coordinates were scaled from a map and have
 JA0943.an estimated accuracy of +/- 6 seconds.
 JA0943
 JA0943.The orthometric height was determined by differential leveling
 JA0943.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0943
 JA0943.* This is a POSTED BENCH MARK height.
 JA0943
 JA0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0943.GEOID18 height accuracy estimate available here.
 JA0943
 JA0943.Click photographs - Photos may exist for this station.
 JA0943
 JA0943.The dynamic height is computed by dividing the NAVD 88
 JA0943.geopotential number by the normal gravity value computed on the
 JA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0943.degrees latitude (g = 980.6199 gals.).
 JA0943
 JA0943.The modeled gravity was interpolated from observed gravity values.
 JA0943
 JA0943;                    North         East    Units  Estimated Accuracy
 JA0943;SPC IN W     -   366,950.      888,210.      MT  (+/- 180 meters Scaled)
 JA0943
 JA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH809672(NAD 83)
 JA0943
 JA0943                          SUPERSEDED SURVEY CONTROL
 JA0943
 JA0943  NGVD 29 (??/??/92)  134.164  (m)          440.17   (f) ADJ UNCH    1 2
 JA0943
 JA0943.Superseded values are not recommended for survey control.
 JA0943
 JA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0943.See file dsdata.pdf to determine how the superseded data were derived.
 JA0943
 JA0943_MARKER: DB = BENCH MARK DISK
 JA0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0943_STAMPING: DAV 1 1959
 JA0943_MARK LOGO: INFCC
 JA0943_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0943+STABILITY: SURFACE MOTION
 JA0943
 JA0943  HISTORY     - Date     Condition        Report By
 JA0943  HISTORY     - 1959     MONUMENTED       INFCC
 JA0943  HISTORY     - 1965     GOOD             CGS
 JA0943  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0943
 JA0943                          STATION DESCRIPTION
 JA0943
 JA0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0943'6.8 MI NE FROM PETERSBURG.
 JA0943'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0943'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0943'STREET, THENCE 6.4 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0943'RAILROAD, 70 FEET SOUTHEAST AND ACROSS STATE HIGHWAY 57 FROM THE
 JA0943'SOUTHEAST RAIL, 19 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 JA0943'HIGHWAY 57, 25 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 JA0943'ROAD, 99 YARDS NORTHEAST OF TBM WHR 40 (IFC AND WRC), 66 FEET
 JA0943'SOUTH AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 259, 4
 JA0943'FEET NORTH OF A POWER POLE, 1.3 FEET SOUTH OF A METAL WITNESS
 JA0943'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JA0943'CONCRETE POST PROJECTING 5 INCHES.
 JA0943
 JA0943                          STATION RECOVERY (1985)
 JA0943
 JA0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0943'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0852 ***********************************************************************
 JA0852  DESIGNATION -  DAV 13
 JA0852  PID         -  JA0852
 JA0852  STATE/COUNTY-  IN/DAVIESS
 JA0852  COUNTRY     -  US
 JA0852  USGS QUAD   -  WASHINGTON (2019)
 JA0852
 JA0852                         *CURRENT SURVEY CONTROL
 JA0852  ______________________________________________________________________
 JA0852* NAD 83(1986) POSITION- 38 39 37.     (N) 087 13 57.     (W)   SCALED
 JA0852* NAVD 88 ORTHO HEIGHT -   135.812 (meters)      445.58  (feet) POSTED
 JA0852  ______________________________________________________________________
 JA0852  GEOID HEIGHT    -        -32.225 (meters)                     GEOID18
 JA0852  DYNAMIC HEIGHT  -        135.73  (meters)      445.3   (feet) COMP
 JA0852  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JA0852
 JA0852  VERT ORDER      -  * POSTED, SEE BELOW
 JA0852
 JA0852.The horizontal coordinates were scaled from a map and have
 JA0852.an estimated accuracy of +/- 6 seconds.
 JA0852
 JA0852.The orthometric height was determined by differential leveling
 JA0852.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0852
 JA0852.* This is a POSTED BENCH MARK height.
 JA0852
 JA0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0852.GEOID18 height accuracy estimate available here.
 JA0852
 JA0852.Click photographs - Photos may exist for this station.
 JA0852
 JA0852.The dynamic height is computed by dividing the NAVD 88
 JA0852.geopotential number by the normal gravity value computed on the
 JA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0852.degrees latitude (g = 980.6199 gals.).
 JA0852
 JA0852.The modeled gravity was interpolated from observed gravity values.
 JA0852
 JA0852;                    North         East    Units  Estimated Accuracy
 JA0852;SPC IN W     -   378,800.      887,020.      MT  (+/- 180 meters Scaled)
 JA0852
 JA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH797791(NAD 83)
 JA0852
 JA0852                          SUPERSEDED SURVEY CONTROL
 JA0852
 JA0852  NGVD 29 (??/??/92)  135.94   (m)          446.0    (f) COMPUTED    1 2
 JA0852
 JA0852.Superseded values are not recommended for survey control.
 JA0852
 JA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0852.See file dsdata.pdf to determine how the superseded data were derived.
 JA0852
 JA0852_MARKER: DB = BENCH MARK DISK
 JA0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0852_SP_SET: TRESTLE
 JA0852_STAMPING: DAV 13 1959
 JA0852_MARK LOGO: INFCC
 JA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0852
 JA0852  HISTORY     - Date     Condition        Report By
 JA0852  HISTORY     - 1959     MONUMENTED       INFCC
 JA0852  HISTORY     - 1965     GOOD             CGS
 JA0852  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0852
 JA0852                          STATION DESCRIPTION
 JA0852
 JA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0852'3.1 MI W FROM WASHINGTON.
 JA0852'ABOUT 3.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0852'THE STATION AT WASHINGTON, IN SECTION 30, T 3 N, R 7 W, 4 RAILS
 JA0852'WEST OF MILEPOST 172-30, 5 1/2 FEET NORTH OF THE NORTH RAIL, SET
 JA0852'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 JA0852'RAILROAD TRESTLE OVER BLUE HOLE POND, ABOUT 1 1/2 FEET BELOW
 JA0852'THE LEVEL OF THE TRACK.
 JA0852
 JA0852                          STATION RECOVERY (1986)
 JA0852
 JA0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0852'THERE HAS BEEN ABOUT 1.5 FT OF CONCRETE ADDED TO THE ABUTMENT.  A
 JA0852'3-INCH PVC PIPE WAS PUT ABOVE THE MARK.  THE MARK MAY STILL BE IN
 JA0852'PLACE BUT WAS UNABLE TO REACH IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0945 ***********************************************************************
 JA0945  DESIGNATION -  DAV 2
 JA0945  PID         -  JA0945
 JA0945  STATE/COUNTY-  IN/DAVIESS
 JA0945  COUNTRY     -  US
 JA0945  USGS QUAD   -  SANDY HOOK (2019)
 JA0945
 JA0945                         *CURRENT SURVEY CONTROL
 JA0945  ______________________________________________________________________
 JA0945* NAD 83(1986) POSITION- 38 34 04.     (N) 087 13 11.     (W)   SCALED
 JA0945* NAVD 88 ORTHO HEIGHT -   135.450 (meters)      444.39  (feet) POSTED
 JA0945  ______________________________________________________________________
 JA0945  GEOID HEIGHT    -        -32.175 (meters)                     GEOID18
 JA0945  DYNAMIC HEIGHT  -        135.36  (meters)      444.1   (feet) COMP
 JA0945  MODELED GRAVITY -    979,981.2   (mgal)                       NAVD 88
 JA0945
 JA0945  VERT ORDER      -  * POSTED, SEE BELOW
 JA0945
 JA0945.The horizontal coordinates were scaled from a map and have
 JA0945.an estimated accuracy of +/- 6 seconds.
 JA0945
 JA0945.The orthometric height was determined by differential leveling
 JA0945.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0945
 JA0945.* This is a POSTED BENCH MARK height.
 JA0945
 JA0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0945.GEOID18 height accuracy estimate available here.
 JA0945
 JA0945.Click photographs - Photos may exist for this station.
 JA0945
 JA0945.The dynamic height is computed by dividing the NAVD 88
 JA0945.geopotential number by the normal gravity value computed on the
 JA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0945.degrees latitude (g = 980.6199 gals.).
 JA0945
 JA0945.The modeled gravity was interpolated from observed gravity values.
 JA0945
 JA0945;                    North         East    Units  Estimated Accuracy
 JA0945;SPC IN W     -   368,530.      888,110.      MT  (+/- 180 meters Scaled)
 JA0945
 JA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH808688(NAD 83)
 JA0945
 JA0945                          SUPERSEDED SURVEY CONTROL
 JA0945
 JA0945  NGVD 29 (??/??/92)  135.625  (m)          444.96   (f) ADJ UNCH    1 2
 JA0945
 JA0945.Superseded values are not recommended for survey control.
 JA0945
 JA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0945.See file dsdata.pdf to determine how the superseded data were derived.
 JA0945
 JA0945_MARKER: DB = BENCH MARK DISK
 JA0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0945_STAMPING: DAV 2 1959
 JA0945_MARK LOGO: INFCC
 JA0945_PROJECTION: PROJECTING 3 CENTIMETERS
 JA0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0945+STABILITY: SURFACE MOTION
 JA0945
 JA0945  HISTORY     - Date     Condition        Report By
 JA0945  HISTORY     - 1959     MONUMENTED       INFCC
 JA0945  HISTORY     - 1965     GOOD             CGS
 JA0945  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0945
 JA0945                          STATION DESCRIPTION
 JA0945
 JA0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0945'7.8 MI NE FROM PETERSBURG.
 JA0945'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0945'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0945'STREET, THENCE 7.45 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0945'RAILROAD, 0.2 MILE NORTHWEST OF MILEPOST 87, 14 102 FEET
 JA0945'NORTHEAST OF THE NORTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTER
 JA0945'OF A CROSSING OF THE RAILROAD AND A DIRT ROAD, 113 FEET WEST
 JA0945'OF POWER POLE NUMBER 870-1782, 3.7 FEET WEST OF A RAILROAD
 JA0945'CROSSING SIGN, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 JA0945'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0945
 JA0945                          STATION RECOVERY (1986)
 JA0945
 JA0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0945'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0965 ***********************************************************************
 JA0965  DESIGNATION -  DAV 3
 JA0965  PID         -  JA0965
 JA0965  STATE/COUNTY-  IN/DAVIESS
 JA0965  COUNTRY     -  US
 JA0965  USGS QUAD   -  SANDY HOOK (2019)
 JA0965
 JA0965                         *CURRENT SURVEY CONTROL
 JA0965  ______________________________________________________________________
 JA0965* NAD 83(1986) POSITION- 38 36 46.     (N) 087 13 54.     (W)   SCALED
 JA0965* NAVD 88 ORTHO HEIGHT -   135.758 (meters)      445.40  (feet) ADJUSTED
 JA0965  ______________________________________________________________________
 JA0965  GEOID HEIGHT    -        -32.191 (meters)                     GEOID18
 JA0965  DYNAMIC HEIGHT  -        135.671 (meters)      445.11  (feet) COMP
 JA0965  MODELED GRAVITY -    979,986.9   (mgal)                       NAVD 88
 JA0965
 JA0965  VERT ORDER      -  FIRST     CLASS II
 JA0965
 JA0965.The horizontal coordinates were scaled from a map and have
 JA0965.an estimated accuracy of +/- 6 seconds.
 JA0965
 JA0965.The orthometric height was determined by differential leveling and
 JA0965.adjusted by the NATIONAL GEODETIC SURVEY
 JA0965.in June 1991.
 JA0965
 JA0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0965.GEOID18 height accuracy estimate available here.
 JA0965
 JA0965.Click photographs - Photos may exist for this station.
 JA0965
 JA0965.The dynamic height is computed by dividing the NAVD 88
 JA0965.geopotential number by the normal gravity value computed on the
 JA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0965.degrees latitude (g = 980.6199 gals.).
 JA0965
 JA0965.The modeled gravity was interpolated from observed gravity values.
 JA0965
 JA0965;                    North         East    Units  Estimated Accuracy
 JA0965;SPC IN W     -   373,520.      887,080.      MT  (+/- 180 meters Scaled)
 JA0965
 JA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH798738(NAD 83)
 JA0965
 JA0965                          SUPERSEDED SURVEY CONTROL
 JA0965
 JA0965  NGVD 29 (??/??/92)  135.955  (m)          446.05   (f) ADJ UNCH    1 2
 JA0965
 JA0965.Superseded values are not recommended for survey control.
 JA0965
 JA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0965.See file dsdata.pdf to determine how the superseded data were derived.
 JA0965
 JA0965_MARKER: DB = BENCH MARK DISK
 JA0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0965_STAMPING: DAV 3 1959
 JA0965_MARK LOGO: INFCC
 JA0965_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0965+STABILITY: SURFACE MOTION
 JA0965
 JA0965  HISTORY     - Date     Condition        Report By
 JA0965  HISTORY     - 1959     MONUMENTED       INFCC
 JA0965  HISTORY     - 1965     GOOD             CGS
 JA0965  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0965
 JA0965                          STATION DESCRIPTION
 JA0965
 JA0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0965'6.3 MI SW FROM WASHINGTON.
 JA0965'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0965'THE STATION AT WASHINGTON, THENCE 3.7 MILES SOUTHWEST ALONG THE
 JA0965'NEW YORK CENTRAL RAILROAD, 112 FEET EAST OF THE SOUTHEAST CORNER
 JA0965'OF A FARMHOUSE 29 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 JA0965'12 FEET EAST OF POWER POLE NUMBER L2-6-9 WHICH IS BRACED BY A GUY
 JA0965'WIRE, 10 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 5 FEET
 JA0965'EAST OF THE NORTH CONCRETE GATE POST TO A GATE, 1.7 FEET WEST
 JA0965'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 JA0965'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JA0965'INCHES.
 JA0965
 JA0965                          STATION RECOVERY (1985)
 JA0965
 JA0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0965'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0975 ***********************************************************************
 JA0975  DESIGNATION -  DAV 4
 JA0975  PID         -  JA0975
 JA0975  STATE/COUNTY-  IN/DAVIESS
 JA0975  COUNTRY     -  US
 JA0975  USGS QUAD   -  WASHINGTON (2019)
 JA0975
 JA0975                         *CURRENT SURVEY CONTROL
 JA0975  ______________________________________________________________________
 JA0975* NAD 83(1986) POSITION- 38 38 50.     (N) 087 14 15.     (W)   SCALED
 JA0975* NAVD 88 ORTHO HEIGHT -   137.184 (meters)      450.08  (feet) ADJUSTED
 JA0975  ______________________________________________________________________
 JA0975  GEOID HEIGHT    -        -32.208 (meters)                     GEOID18
 JA0975  DYNAMIC HEIGHT  -        137.097 (meters)      449.79  (feet) COMP
 JA0975  MODELED GRAVITY -    979,990.6   (mgal)                       NAVD 88
 JA0975
 JA0975  VERT ORDER      -  FIRST     CLASS II
 JA0975
 JA0975.The horizontal coordinates were scaled from a map and have
 JA0975.an estimated accuracy of +/- 6 seconds.
 JA0975
 JA0975.The orthometric height was determined by differential leveling and
 JA0975.adjusted by the NATIONAL GEODETIC SURVEY
 JA0975.in June 1991.
 JA0975
 JA0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0975.GEOID18 height accuracy estimate available here.
 JA0975
 JA0975.Click photographs - Photos may exist for this station.
 JA0975
 JA0975.The dynamic height is computed by dividing the NAVD 88
 JA0975.geopotential number by the normal gravity value computed on the
 JA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0975.degrees latitude (g = 980.6199 gals.).
 JA0975
 JA0975.The modeled gravity was interpolated from observed gravity values.
 JA0975
 JA0975;                    North         East    Units  Estimated Accuracy
 JA0975;SPC IN W     -   377,350.      886,580.      MT  (+/- 180 meters Scaled)
 JA0975
 JA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH793776(NAD 83)
 JA0975
 JA0975                          SUPERSEDED SURVEY CONTROL
 JA0975
 JA0975  NGVD 29 (??/??/92)  137.303  (m)          450.47   (f) ADJ UNCH    1 2
 JA0975
 JA0975.Superseded values are not recommended for survey control.
 JA0975
 JA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0975.See file dsdata.pdf to determine how the superseded data were derived.
 JA0975
 JA0975_MARKER: DB = BENCH MARK DISK
 JA0975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0975_SP_SET: GUARD RAIL POST
 JA0975_STAMPING: DAV 4 1959
 JA0975_MARK LOGO: INFCC
 JA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0975+STABILITY: SURFACE MOTION
 JA0975
 JA0975  HISTORY     - Date     Condition        Report By
 JA0975  HISTORY     - 1959     MONUMENTED       INFCC
 JA0975  HISTORY     - 1965     GOOD             CGS
 JA0975  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0975  HISTORY     - 1986     GOOD             NGS
 JA0975
 JA0975                          STATION DESCRIPTION
 JA0975
 JA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0975'4 MI SW FROM WASHINGTON.
 JA0975'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0975'THE STATION AT WASHINGTON, THENCE 0.9 MILE SOUTH ALONG THE NEW
 JA0975'YORK CENTRAL RAILROAD, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAYS
 JA0975'50 AND 150, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 JA0975'POST OF A GUARD RAIL AT THE EAST END OF A 3-SPAN STEEL BRIDGE OVER
 JA0975'THE WEST FORK WHITE RIVER, 8 FEET SOUTH OF THE CENTER LINE OF
 JA0975'THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0975
 JA0975                          STATION RECOVERY (1985)
 JA0975
 JA0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0975'MARK NOT FOUND.
 JA0975
 JA0975                          STATION RECOVERY (1986)
 JA0975
 JA0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0975'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA0975'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD AND THE
 JA0975'NEW YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0849 ***********************************************************************
 JA0849  DESIGNATION -  DAV 5
 JA0849  PID         -  JA0849
 JA0849  STATE/COUNTY-  IN/DAVIESS
 JA0849  COUNTRY     -  US
 JA0849  USGS QUAD   -  WASHINGTON (2019)
 JA0849
 JA0849                         *CURRENT SURVEY CONTROL
 JA0849  ______________________________________________________________________
 JA0849* NAD 83(1986) POSITION- 38 39 35.     (N) 087 13 24.     (W)   SCALED
 JA0849* NAVD 88 ORTHO HEIGHT -   135.089 (meters)      443.20  (feet) POSTED
 JA0849  ______________________________________________________________________
 JA0849  GEOID HEIGHT    -        -32.238 (meters)                     GEOID18
 JA0849  DYNAMIC HEIGHT  -        135.00  (meters)      442.9   (feet) COMP
 JA0849  MODELED GRAVITY -    979,991.8   (mgal)                       NAVD 88
 JA0849
 JA0849  VERT ORDER      -  * POSTED, SEE BELOW
 JA0849
 JA0849.The horizontal coordinates were scaled from a map and have
 JA0849.an estimated accuracy of +/- 6 seconds.
 JA0849
 JA0849.The orthometric height was determined by differential leveling
 JA0849.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0849
 JA0849.* This is a POSTED BENCH MARK height.
 JA0849
 JA0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0849.GEOID18 height accuracy estimate available here.
 JA0849
 JA0849.Click photographs - Photos may exist for this station.
 JA0849
 JA0849.The dynamic height is computed by dividing the NAVD 88
 JA0849.geopotential number by the normal gravity value computed on the
 JA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0849.degrees latitude (g = 980.6199 gals.).
 JA0849
 JA0849.The modeled gravity was interpolated from observed gravity values.
 JA0849
 JA0849;                    North         East    Units  Estimated Accuracy
 JA0849;SPC IN W     -   378,730.      887,820.      MT  (+/- 180 meters Scaled)
 JA0849
 JA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH805790(NAD 83)
 JA0849
 JA0849                          SUPERSEDED SURVEY CONTROL
 JA0849
 JA0849  NGVD 29 (??/??/92)  135.22   (m)          443.6    (f) COMPUTED    1 2
 JA0849
 JA0849.Superseded values are not recommended for survey control.
 JA0849
 JA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0849.See file dsdata.pdf to determine how the superseded data were derived.
 JA0849
 JA0849_MARKER: DB = BENCH MARK DISK
 JA0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0849_STAMPING: DAV 5 1959
 JA0849_MARK LOGO: INFCC
 JA0849_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0849+STABILITY: SURFACE MOTION
 JA0849
 JA0849  HISTORY     - Date     Condition        Report By
 JA0849  HISTORY     - 1959     MONUMENTED       INFCC
 JA0849  HISTORY     - 1965     GOOD             CGS
 JA0849  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0849
 JA0849                          STATION DESCRIPTION
 JA0849
 JA0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0849'2.6 MI W FROM WASHINGTON.
 JA0849'ABOUT 2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0849'THE STATION AT WASHINGTON, IN SECTION 30, T 3 N, R 7 W, 75 FEET
 JA0849'NORTH WEST OF THE CENTER LINE OF A CROSSING OF THE RAILROAD AND
 JA0849'A PAVED ROAD, 65 FEET NORTH OF THE NORTH RAIL, 56 FEET WEST OF
 JA0849'THE CENTER LINE OF THE PAVED ROAD, 21 FEET EAST OF A 24-INCH ELM
 JA0849'TREE, AT A CURVE IN A PRIVATE ROAD LEADING WEST, 15 FEET NORTHWEST
 JA0849'OF THE CENTER LINE OF THE PRIVATE ROAD 3 1/2 FEET SOUTHWEST
 JA0849'OF A BRACE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 JA0849'12 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE
 JA0849'PRIVATE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0849'2 INCHES.
 JA0849
 JA0849                          STATION RECOVERY (1986)
 JA0849
 JA0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0849'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0956 ***********************************************************************
 JA0956  DESIGNATION -  DAV 9
 JA0956  PID         -  JA0956
 JA0956  STATE/COUNTY-  IN/DAVIESS
 JA0956  COUNTRY     -  US
 JA0956  USGS QUAD   -  SANDY HOOK (2019)
 JA0956
 JA0956                         *CURRENT SURVEY CONTROL
 JA0956  ______________________________________________________________________
 JA0956* NAD 83(1986) POSITION- 38 35 38.     (N) 087 14 42.     (W)   SCALED
 JA0956* NAVD 88 ORTHO HEIGHT -   134.989 (meters)      442.88  (feet) ADJUSTED
 JA0956  ______________________________________________________________________
 JA0956  GEOID HEIGHT    -        -32.157 (meters)                     GEOID18
 JA0956  DYNAMIC HEIGHT  -        134.902 (meters)      442.59  (feet) COMP
 JA0956  MODELED GRAVITY -    979,984.7   (mgal)                       NAVD 88
 JA0956
 JA0956  VERT ORDER      -  FIRST     CLASS II
 JA0956
 JA0956.The horizontal coordinates were scaled from a map and have
 JA0956.an estimated accuracy of +/- 6 seconds.
 JA0956
 JA0956.The orthometric height was determined by differential leveling and
 JA0956.adjusted by the NATIONAL GEODETIC SURVEY
 JA0956.in June 1991.
 JA0956
 JA0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0956.GEOID18 height accuracy estimate available here.
 JA0956
 JA0956.Click photographs - Photos may exist for this station.
 JA0956
 JA0956.The dynamic height is computed by dividing the NAVD 88
 JA0956.geopotential number by the normal gravity value computed on the
 JA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0956.degrees latitude (g = 980.6199 gals.).
 JA0956
 JA0956.The modeled gravity was interpolated from observed gravity values.
 JA0956
 JA0956;                    North         East    Units  Estimated Accuracy
 JA0956;SPC IN W     -   371,430.      885,920.      MT  (+/- 180 meters Scaled)
 JA0956
 JA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH786717(NAD 83)
 JA0956
 JA0956                          SUPERSEDED SURVEY CONTROL
 JA0956
 JA0956  NGVD 29 (??/??/92)  135.184  (m)          443.52   (f) ADJ UNCH    1 2
 JA0956
 JA0956.Superseded values are not recommended for survey control.
 JA0956
 JA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0956.See file dsdata.pdf to determine how the superseded data were derived.
 JA0956
 JA0956_MARKER: DB = BENCH MARK DISK
 JA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0956_STAMPING: DAV 9 1959
 JA0956_MARK LOGO: INFCC
 JA0956_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0956+STABILITY: SURFACE MOTION
 JA0956
 JA0956  HISTORY     - Date     Condition        Report By
 JA0956  HISTORY     - 1959     MONUMENTED       INFCC
 JA0956  HISTORY     - 1965     GOOD             CGS
 JA0956  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0956
 JA0956                          STATION DESCRIPTION
 JA0956
 JA0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0956'8.6 MI SW FROM WASHINGTON.
 JA0956'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0956'FROM THE STATION AT WASHINGTON, THENCE 6.05 MILES SOUTHWEST ALONG
 JA0956'THE NEW YORK CENTRAL RAILROAD, 9 POLES NORTHEAST OF AN OLD
 JA0956'ABANDONED BUILDING, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7
 JA0956'FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET NORTHWEST OF A ROW OF
 JA0956'TELEPHONES POLES, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 JA0956'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JA0956'A CONCRETE POST PROJECTING 5 INCHES.
 JA0956
 JA0956                          STATION RECOVERY (1985)
 JA0956
 JA0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0956'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3380 ***********************************************************************
 JZ3380  DESIGNATION -  DAVIESS
 JZ3380  PID         -  JZ3380
 JZ3380  STATE/COUNTY-  IN/JOHNSON
 JZ3380  COUNTRY     -  US
 JZ3380  USGS QUAD   -  MARIETTA (2019)
 JZ3380
 JZ3380                         *CURRENT SURVEY CONTROL
 JZ3380  ______________________________________________________________________
 JZ3380* NAD 83(1997) POSITION- 39 23 02.08883(N) 085 58 40.14335(W)   ADJUSTED
 JZ3380* NAVD 88 ORTHO HEIGHT -   210.52  (+/-2cm)      690.7   (feet) VERTCON3
 JZ3380  ______________________________________________________________________
 JZ3380  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 JZ3380  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 JZ3380  HORZ ORDER      -  SECOND
 JZ3380  VERT ORDER      -  THIRD ? (See Below)
 JZ3380
 JZ3380.The horizontal coordinates were established by classical geodetic methods
 JZ3380.and adjusted by the National Geodetic Survey in May 1999.
 JZ3380
 JZ3380.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3380
 JZ3380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3380.GEOID18 height accuracy estimate available here.
 JZ3380
 JZ3380.The vertical order pertains to the NGVD 29 superseded value.
 JZ3380
 JZ3380.Click photographs - Photos may exist for this station.
 JZ3380
 JZ3380.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3380
 JZ3380. The following values were computed from the NAD 83(1997) position.
 JZ3380
 JZ3380;                    North         East     Units Scale Factor Converg.
 JZ3380;SPC IN E     -   459,162.813    73,193.247   MT  0.99997551   -0 11 50.8
 JZ3380;SPC IN E     - 1,506,436.66    240,134.84   sFT  0.99997551   -0 11 50.8
 JZ3380;UTM  16      - 4,359,879.588   588,033.173   MT  0.99969542   +0 38 55.1
 JZ3380
 JZ3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3380!SPC IN E     -   0.99997224  x   0.99997551  =   0.99994775
 JZ3380!UTM  16      -   0.99997224  x   0.99969542  =   0.99966767
 JZ3380
 JZ3380:                Primary Azimuth Mark                     Grid Az
 JZ3380:SPC IN E     -  DEARBORN                                 339 22 03.0
 JZ3380:UTM  16      -  DEARBORN                                 338 31 17.1
 JZ3380
 JZ3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8803359879(NAD 83)
 JZ3380
 JZ3380|---------------------------------------------------------------------|
 JZ3380| PID    Reference Object                     Distance      Geod. Az  |
 JZ3380|                                                           dddmmss.s |
 JZ3380| CC8575 DAVIESS RM                           15.835 METERS 15205     |
 JZ3380| JZ3374 ENDINBURG CUTSINGER GRAIN FP        APPROX. 3.4 KM 1603702.6 |
 JZ3380| JZ3375 EDINBURG CABINET CO WATER TK        APPROX. 4.1 KM 1631230.2 |
 JZ3380| JZ3377 EDINBURG CHRISTIAN CH STEEPLE       APPROX. 3.7 KM 1650534.2 |
 JZ3380| JZ3379 DEARBORN                            APPROX. 2.2 KM 3391012.2 |
 JZ3380|---------------------------------------------------------------------|
 JZ3380
 JZ3380                          SUPERSEDED SURVEY CONTROL
 JZ3380
 JZ3380  NAD 83(1986)-  39 23 02.09972(N)    085 58 40.20646(W) AD(       ) 2
 JZ3380  NAD 27      -  39 23 01.91700(N)    085 58 40.23500(W) AD(       ) 2
 JZ3380  USSD        -  39 23 01.99500(N)    085 58 40.04900(W) AD(       ) 3
 JZ3380  NGVD 29             210.64   (m)          691.1    (f) LEVELING    3  
 JZ3380
 JZ3380.Superseded values are not recommended for survey control.
 JZ3380
 JZ3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3380.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3380
 JZ3380_MARKER: DS = TRIANGULATION STATION DISK
 JZ3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3380_STAMPING: DAVIESS 1920
 JZ3380_MARK LOGO: CGS
 JZ3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3380+STABILITY: SURFACE MOTION
 JZ3380
 JZ3380  HISTORY     - Date     Condition        Report By
 JZ3380  HISTORY     - 1920     MONUMENTED       CGS
 JZ3380
 JZ3380                          STATION DESCRIPTION
 JZ3380
 JZ3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3380'ABOUT 2 MILES N OF EDINBURG, ON THE E SIDE OF THE PENNSYLVANIA
 JZ3380'RAILROAD RIGHT-OF-WAY, 6.000 METERS-19.69 FEET FROM THE E AND
 JZ3380'NEAREST RAIL, ABOUT 70 YARDS N OF DURHAM ROAD CROSSING, WHICH IS STOP
 JZ3380'40 ON THE ELECTRIC LINE, AND ABOUT 560 YARDS S OF MILEPOST I
 JZ3380'28. THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 JZ3380'SET IN CONCRETE.  THE
 JZ3380'REFERENCE MARK IS IN THE RIGHT-OF-WAY FENCE LINE ON THE SAME SIDE OF
 JZ3380'TRACK AS THE STATION, 15.835 METERS-51.95 FEET FROM THE STATION
 JZ3380'S 27 DEG 05 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1630 ***********************************************************************
 JA1630  FBN         -  This is a Federal Base Network Control Station.
 JA1630  DESIGNATION -  DAVIESS
 JA1630  PID         -  JA1630
 JA1630  STATE/COUNTY-  IN/DAVIESS
 JA1630  COUNTRY     -  US
 JA1630  USGS QUAD   -  WASHINGTON (2019)
 JA1630
 JA1630                         *CURRENT SURVEY CONTROL
 JA1630  ______________________________________________________________________
 JA1630* NAD 83(2011) POSITION- 38 41 43.34257(N) 087 07 48.19058(W)   ADJUSTED
 JA1630* NAD 83(2011) ELLIP HT-   110.258 (meters)        (06/27/12)   ADJUSTED
 JA1630* NAD 83(2011) EPOCH   -  2010.00
 JA1630* NAVD 88 ORTHO HEIGHT -   142.662 (meters)      468.05  (feet) ADJUSTED
 JA1630  ______________________________________________________________________
 JA1630  GEOID HEIGHT    -        -32.403 (meters)                     GEOID18
 JA1630  NAD 83(2011) X  -    249,575.620 (meters)                     COMP
 JA1630  NAD 83(2011) Y  - -4,978,373.498 (meters)                     COMP
 JA1630  NAD 83(2011) Z  -  3,966,048.419 (meters)                     COMP
 JA1630  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 JA1630  DYNAMIC HEIGHT  -        142.572 (meters)      467.76  (feet) COMP
 JA1630  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JA1630
 JA1630  VERT ORDER      -  FIRST     CLASS II
 JA1630
 JA1630  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1630  Standards:
 JA1630         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1630            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1630  -------------------------------------------------------------------
 JA1630  NETWORK    0.33   0.69           0.15   0.12   0.35      0.02183788
 JA1630  -------------------------------------------------------------------
 JA1630  Click here for local accuracies and other accuracy information.
 JA1630
 JA1630.This mark is at Daviess County Airport (DCY)
 JA1630
 JA1630.The horizontal coordinates were established by GPS observations
 JA1630.and adjusted by the National Geodetic Survey in June 2012.
 JA1630
 JA1630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1630.been affixed to the stable North American tectonic plate. See 
 JA1630.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1630
 JA1630.The horizontal coordinates are valid at the epoch date displayed above
 JA1630.which is a decimal equivalence of Year/Month/Day.
 JA1630
 JA1630.The orthometric height was determined by differential leveling and
 JA1630.adjusted by the NATIONAL GEODETIC SURVEY
 JA1630.in June 1991.
 JA1630
 JA1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1630.GEOID18 height accuracy estimate available here.
 JA1630
 JA1630.Click photographs - Photos may exist for this station.
 JA1630
 JA1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1630
 JA1630.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1630
 JA1630.The ellipsoidal height was determined by GPS observations
 JA1630.and is referenced to NAD 83.
 JA1630
 JA1630.The dynamic height is computed by dividing the NAVD 88
 JA1630.geopotential number by the normal gravity value computed on the
 JA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1630.degrees latitude (g = 980.6199 gals.).
 JA1630
 JA1630.The modeled gravity was interpolated from observed gravity values.
 JA1630
 JA1630. The following values were computed from the NAD 83(2011) position.
 JA1630
 JA1630;                    North         East     Units Scale Factor Converg.
 JA1630;SPC IN W     -   382,681.020   895,935.687   MT  0.99996687   -0 01 45.1
 JA1630;SPC IN W     - 1,255,512.65  2,939,415.67   sFT  0.99996687   -0 01 45.1
 JA1630;UTM  16      - 4,282,980.699   488,690.357   MT  0.99960158   -0 04 52.7
 JA1630
 JA1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1630!SPC IN W     -   0.99998270  x   0.99996687  =   0.99994957
 JA1630!UTM  16      -   0.99998270  x   0.99960158  =   0.99958429
 JA1630
 JA1630:                Primary Azimuth Mark                     Grid Az
 JA1630:SPC IN W     -  DAVIESS AZ MK                            359 32 05.9
 JA1630:UTM  16      -  DAVIESS AZ MK                            359 35 13.5
 JA1630
 JA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8869082980(NAD 83)
 JA1630
 JA1630|---------------------------------------------------------------------|
 JA1630| PID    Reference Object                     Distance      Geod. Az  |
 JA1630|                                                           dddmmss.s |
 JA1630| JA0833 F 312                                87.544 METERS 24423     |
 JA1630| JA1631 DAVIESS AZ MK                       APPROX. 1.3 KM 3593020.8 |
 JA1630|---------------------------------------------------------------------|
 JA1630
 JA1630                          SUPERSEDED SURVEY CONTROL
 JA1630
 JA1630  NAD 83(2007)-  38 41 43.34263(N)    087 07 48.19143(W) AD(2002.00) 0
 JA1630  ELLIP H (02/10/07)  110.285  (m)                       GP(2002.00)    
 JA1630  NAD 83(1997)-  38 41 43.34256(N)    087 07 48.19191(W) AD(       ) B
 JA1630  ELLIP H (04/10/98)  110.308  (m)                       GP(       ) 4 1
 JA1630  NAD 83(1986)-  38 41 43.35087(N)    087 07 48.18810(W) AD(       ) 3
 JA1630  NAD 27      -  38 41 43.17880(N)    087 07 48.15008(W) AD(       ) 3
 JA1630  NAVD 88             142.66   (m)          468.0    (f) LEVELING    3  
 JA1630  NGVD 29             142.73   (m)          468.3    (f) LEVELING    3  
 JA1630
 JA1630.Superseded values are not recommended for survey control.
 JA1630
 JA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1630.See file dsdata.pdf to determine how the superseded data were derived.
 JA1630
 JA1630_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1630_STAMPING: DAVIESS 1986
 JA1630_MARK LOGO: NGS
 JA1630_PROJECTION: FLUSH
 JA1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1630+STABILITY: SURFACE MOTION
 JA1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1630+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2020
 JA1630
 JA1630  HISTORY     - Date     Condition        Report By
 JA1630  HISTORY     - 1986     MONUMENTED       NGS
 JA1630  HISTORY     - 1986     GOOD             NGS
 JA1630  HISTORY     - 19880531 GOOD
 JA1630  HISTORY     - 19970528 GOOD             NGS
 JA1630  HISTORY     - 19970628 GOOD             NGS
 JA1630  HISTORY     - 20030707 GOOD             NGS
 JA1630  HISTORY     - 20080226 GOOD             JCLS
 JA1630  HISTORY     - 20140114 GOOD             INDOT
 JA1630  HISTORY     - 20200812 POOR             WOOLPT
 JA1630
 JA1630                          STATION DESCRIPTION
 JA1630
 JA1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1630'9.1 KM (5.65 MI) NE FROM WASHINGTON.
 JA1630'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 JA1630'4.5 KM (2.8 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1630'WITH U.S. HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY
 JA1630'ALONG COUNTY ROAD 250 N, THENCE 0.9 KM (0.55 MI) NORTH ALONG COUNTY
 JA1630'ROAD 75 E, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD 275 E,
 JA1630'THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG THE DAVIESS COUNTY AIRPORT
 JA1630'ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A TAXIWAY, 46.0 M
 JA1630'(150.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE AIRPORT
 JA1630'OFFICE, 28.6 M (93.8 FT) WEST OF THE CENTERLINE OF A RUNWAY, AND
 JA1630'13.8 M (45.3 FT) SOUTH OF THE TAXIWAY CENTERLINE.
 JA1630'THE MARK IS 13.3 METERS  E FROM  A WITNESS POST AND FENCE
 JA1630
 JA1630                          STATION RECOVERY (1986)
 JA1630
 JA1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1630'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF WASHINGTON
 JA1630'AND AT THE WASHINGTON-DAVIESS COUNTY AIRPORT.  OWNERSHIP--FOWLER
 JA1630'AVIATION, RT 3, WASHINGTON, IN 47501, PHONE 812-254-1205.  AIRPORT
 JA1630'MANAGER IS JOE FOWLER.
 JA1630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 JA1630'ROAD 75E IN WASHINGTON, GO NORTHEAST ON COUNTY ROAD 75E FOR 1.8 KM
 JA1630'(1.10 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO 1.6 KM (1.00 MI) TO A
 JA1630'ROAD LEFT TO AIRPORT, TURN LEFT FOR 0.2 KM (0.10 MI) TO OFFICE AND
 JA1630'THE STATION.
 JA1630'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---DAVIESS
 JA1630'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER THAT IS FLUSH WITH THE
 JA1630'GROUND.  LOCATED 18.9 M (62.0 FT) WEST FROM THE WEST EDGE OF RUNWAY,
 JA1630'13.05 M (42.8 FT) EAST FROM THE NORTHEAST FENCE CORNER OF CHAINLINK
 JA1630'FENCE AROUND THE OFFICE WITH A WITNESS POST BY FENCE CORNER POST AND
 JA1630'7.5 M (24.6 FT) SOUTH FROM SOUTH EDGE OF TAXIWAY.
 JA1630'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA1630'DESCRIBED BY D.L. ADAMS.
 JA1630
 JA1630                          STATION RECOVERY (1988)
 JA1630
 JA1630'RECOVERED 1988
 JA1630'RECOVERED IN GOOD CONDITION.
 JA1630
 JA1630                          STATION RECOVERY (1997)
 JA1630
 JA1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1630'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF WASHINGTON,
 JA1630'AT THE WASHINGTON-DAVIESS COUNTY AIRPORT, IN GRASS JUST EAST OF THE
 JA1630'OLD AIRPORT OFFICE, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE
 JA1630'RUNWAY AND THE CONNECTOR TAXI FROM THE APRON.  OWNERSHIP--FOWLER
 JA1630'AVIATION, ROUTE 3, WASHINGTON IN 47501.  AIRPORT MANAGER IS WILLIAM
 JA1630'KESSLER, PHONE 812-254-9934.  TO REACH FROM THE JUNCTION OF U.S.
 JA1630'HIGHWAYS 50 AND 150 AND STATE HIGHWAY 57 JUST SOUTH OF WASHINGTON, GO
 JA1630'NORTH ON HIGHWAY 57 FOR 2.53 KM (1.55 MI) TO THE JUNCTION OF HIGHWAY
 JA1630'57 ON THE LEFT AND CENTER STREET LEADING EAST.  TURN LEFT, NORTH ON
 JA1630'HIGHWAY 57 FOR 1.93 KM (1.20 MI) TO A PAVED ROAD RIGHT (COUNTY ROAD
 JA1630'125N) AT AN AIRPORT SIGN.  TURN RIGHT, EAST ON THE ROAD FOR 0.8 KM
 JA1630'(0.50 MI) TO A PAVED ROAD RIGHT (WAGNER AVENUE).  TURN LEFT,
 JA1630'NORTHEASTERLY ON COUNTY ROAD 125N FOR 0.67 KM (0.40 MI) TO A REVERSE
 JA1630'Y-JUNCTION (COUNTY ROAD 75E).  TURN LEFT, NORTHEASTERLY ON COUNTY ROAD
 JA1630'75E FOR 1.96 KM (1.20 MI) TO THE JUNCTION OF A PAVED ROAD RIGHT
 JA1630'(COUNTY ROAD 250N) AND A GRAVEL ROAD LEADING NORTH (ROAD 75E). TURN
 JA1630'RIGHT, EASTERLY ON COUNTY ROAD 250 N FOR 1.6 KM (1.00 MI) TO THE
 JA1630'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHEAST ON THE ROAD FOR
 JA1630'0.16 KM (0.10 MI) TO A GATE AT THE APRON.  PASS THROUGH THE GATE, THEN
 JA1630'TURN EAST, ON THE APRON AND ALONG A TAXI FOR 0.08 KM (0.05 MI) TO THE
 JA1630'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 JA1630'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28.3 M (92.8 FT) WEST OF
 JA1630'THE RUNWAY CENTER, 19.2 M (63.0 FT) WEST OF THE WEST EDGE OF THE
 JA1630'RUNWAY, 13.7 M (44.9 FT) SOUTH OF THE TAXI CENTER, 13.3 M (43.6 FT)
 JA1630'EAST OF A FENCE CORNER AND FIBERGLASS WITNESS POST, 10.1 M (33.1 FT)
 JA1630'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD FOR A RAMP
 JA1630'AND RUNWAY SIGN, AND 7.7 M (25.3 FT) SOUTH OF THE SOUTH EDGE OF THE
 JA1630'TAXI.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 JA1630'STATION.
 JA1630
 JA1630                          STATION RECOVERY (1997)
 JA1630
 JA1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1630'RECOVERED AS DESCRIBED.
 JA1630
 JA1630                          STATION RECOVERY (2003)
 JA1630
 JA1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JA1630'RECOVERED AS DESCRIBED.
 JA1630
 JA1630                          STATION RECOVERY (2008)
 JA1630
 JA1630'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA1630'RECOVERED IN GOOD CONDITION.
 JA1630
 JA1630                          STATION RECOVERY (2014)
 JA1630
 JA1630'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 JA1630'RECOVERED AS DESCRIBED.
 JA1630
 JA1630                          STATION RECOVERY (2020)
 JA1630
 JA1630'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2020 (GCB)
 JA1630'MARK EXISTS BUT APPEARS TO HAVE BEEN DISTURBED.  TOP APPEARS SLIGHTLY
 JA1630'TILTED TO THE WEST AND MULTIPLE GNSS OBSERVATIONS USING OPUS AND
 JA1630'NEARBY MARKS ESTABLISHED USING THIS STATION SHOW A 5 CM (2 INCHES) TO
 JA1630'7 CM (3 INCHES) SHIFT WEST IN ITS POSITION.  THERE HAS BEEN RECENT
 JA1630'AIRPORT CONSTRUCTION IN THE AREA OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1631 ***********************************************************************
 JA1631  DESIGNATION -  DAVIESS AZ MK
 JA1631  PID         -  JA1631
 JA1631  STATE/COUNTY-  IN/DAVIESS
 JA1631  COUNTRY     -  US
 JA1631  USGS QUAD   -  WASHINGTON (2019)
 JA1631
 JA1631                         *CURRENT SURVEY CONTROL
 JA1631  ______________________________________________________________________
 JA1631* NAD 83(2011) POSITION- 38 42 26.10046(N) 087 07 48.66138(W)   ADJUSTED
 JA1631* NAD 83(2011) ELLIP HT-   106.884 (meters)        (02/11/21)   ADJUSTED
 JA1631* NAD 83(2011) EPOCH   -  2010.00
 JA1631* NAVD 88 ORTHO HEIGHT -   139.295 (meters)      457.00  (feet) ADJUSTED
 JA1631  ______________________________________________________________________
 JA1631  GEOID HEIGHT    -        -32.413 (meters)                     GEOID18
 JA1631  NAD 83(2011) X  -    249,522.849 (meters)                     COMP
 JA1631  NAD 83(2011) Y  - -4,977,548.062 (meters)                     COMP
 JA1631  NAD 83(2011) Z  -  3,967,075.294 (meters)                     COMP
 JA1631  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 JA1631  DYNAMIC HEIGHT  -        139.207 (meters)      456.72  (feet) COMP
 JA1631  MODELED GRAVITY -    979,995.4   (mgal)                       NAVD 88
 JA1631
 JA1631  VERT ORDER      -  FIRST     CLASS II
 JA1631
 JA1631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1631  Standards:
 JA1631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1631  -------------------------------------------------------------------
 JA1631  NETWORK    0.33   0.94           0.15   0.12   0.48      0.11384303
 JA1631  -------------------------------------------------------------------
 JA1631  Click here for local accuracies and other accuracy information.
 JA1631
 JA1631.This mark is at Daviess County Airport (DCY)
 JA1631
 JA1631.The horizontal coordinates were established by GPS observations
 JA1631.and adjusted by the WOOLPERT CONSULTANTS in February 2021.
 JA1631
 JA1631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1631.been affixed to the stable North American tectonic plate. See 
 JA1631.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1631
 JA1631.The horizontal coordinates are valid at the epoch date displayed above
 JA1631.which is a decimal equivalence of Year/Month/Day.
 JA1631
 JA1631.The orthometric height was determined by differential leveling and
 JA1631.adjusted by the NATIONAL GEODETIC SURVEY
 JA1631.in June 1991.
 JA1631
 JA1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1631.GEOID18 height accuracy estimate available here.
 JA1631
 JA1631.Click photographs - Photos may exist for this station.
 JA1631
 JA1631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1631
 JA1631.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1631
 JA1631.The ellipsoidal height was determined by GPS observations
 JA1631.and is referenced to NAD 83.
 JA1631
 JA1631.The dynamic height is computed by dividing the NAVD 88
 JA1631.geopotential number by the normal gravity value computed on the
 JA1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1631.degrees latitude (g = 980.6199 gals.).
 JA1631
 JA1631.The modeled gravity was interpolated from observed gravity values.
 JA1631
 JA1631. The following values were computed from the NAD 83(2011) position.
 JA1631
 JA1631;                    North         East     Units Scale Factor Converg.
 JA1631;SPC IN W     -   383,999.466   895,924.985   MT  0.99996687   -0 01 45.5
 JA1631;SPC IN W     - 1,259,838.25  2,939,380.55   sFT  0.99996687   -0 01 45.5
 JA1631;UTM  16      - 4,284,298.673   488,680.857   MT  0.99960158   -0 04 53.1
 JA1631
 JA1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1631!SPC IN W     -   0.99998323  x   0.99996687  =   0.99995010
 JA1631!UTM  16      -   0.99998323  x   0.99960158  =   0.99958482
 JA1631
 JA1631:                Primary Azimuth Mark                     Grid Az
 JA1631:SPC IN W     -  DAVIESS                                  179 32 05.7
 JA1631:UTM  16      -  DAVIESS                                  179 35 13.3
 JA1631
 JA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8868084298(NAD 83)
 JA1631
 JA1631|---------------------------------------------------------------------|
 JA1631| PID    Reference Object                     Distance      Geod. Az  |
 JA1631|                                                           dddmmss.s |
 JA1631| JA1630 DAVIESS                             APPROX. 1.3 KM 1793020.2 |
 JA1631|---------------------------------------------------------------------|
 JA1631
 JA1631                          SUPERSEDED SURVEY CONTROL
 JA1631
 JA1631  NAD 83(1997)-  38 42 26.10007(N)    087 07 48.66261(W) AD(       ) 3
 JA1631  ELLIP H (05/25/99)  106.927  (m)                       GP(       ) 4 1
 JA1631  NAD 83(1986)-  38 42 26.10837(N)    087 07 48.65880(W) AD(       ) 3
 JA1631  NAD 27      -  38 42 25.93687(N)    087 07 48.62066(W) AD(       ) 3
 JA1631  NGVD 29             139.37   (m)          457.2    (f) LEVELING    3  
 JA1631
 JA1631.Superseded values are not recommended for survey control.
 JA1631
 JA1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1631.See file dsdata.pdf to determine how the superseded data were derived.
 JA1631
 JA1631_MARKER: DZ = AZIMUTH MARK DISK
 JA1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1631_STAMPING: DAVIESS 1986
 JA1631_MARK LOGO: NGS
 JA1631_PROJECTION: FLUSH
 JA1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1631+STABILITY: SURFACE MOTION
 JA1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1631+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2020
 JA1631
 JA1631  HISTORY     - Date     Condition        Report By
 JA1631  HISTORY     - 1986     MONUMENTED       NGS
 JA1631  HISTORY     - 1986     GOOD             NGS
 JA1631  HISTORY     - 19880531 GOOD
 JA1631  HISTORY     - 20201123 GOOD             WOOLPT
 JA1631
 JA1631                          STATION DESCRIPTION
 JA1631
 JA1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1631'10.5 KM (6.5 MI) NE FROM WASHINGTON.
 JA1631'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JA1631'4.5 KM (2.8 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1631'WITH U.S. HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY
 JA1631'ALONG COUNTY ROAD 250 N, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG
 JA1631'COUNTY ROAD 75 E, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD
 JA1631'275 N, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG THE DAVIESS COUNTY
 JA1631'AIRPORT ENTRANCE ROAD, THENCE 0.2 KM (0.1 MI) EAST ALONG A TAXIWAY,
 JA1631'THENCE 1.3 KM (0.8 MI) NORTH ALONG A RUNWAY, 39.4 M (129.3 FT) WEST OF
 JA1631'THE RUNWAY CENTERLINE, AND 8.6 M (28.2 FT) NORTHWEST OF THE CENTERLINE
 JA1631'OF A RUNWAY TURN-A-ROUND.
 JA1631'THE MARK IS 0.9 METERS  SSE FROM  THE RUNWAY
 JA1631
 JA1631                          STATION RECOVERY (1986)
 JA1631
 JA1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1631'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF WASHINGTON
 JA1631'AND AT THE WASHINGTON-DAVIESS COUNTY AIRPORT.  OWNERSHIP--FOWLER
 JA1631'AVIATION, RT 3, WASHINGTON, IN 47501, PHONE 812-254-1205.  AIRPORT
 JA1631'MANAGER IS JOE FOWLER.
 JA1631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 JA1631'ROAD 75E IN WASHINGTON, GO NORTHEAST ON COUNTY ROAD 75E FOR 1.8 KM
 JA1631'(1.10 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO 1.6 KM (1.00 MI) TO A
 JA1631'ROAD LEFT TO AIRPORT, TURN LEFT FOR 0.2 KM (0.10 MI) TO OFFICE.  FROM
 JA1631'THE OFFICE GO NORTH ALONG TAXIWAY FOR 1.3 KM (0.80 MI) TO MARK ON THE
 JA1631'RIGHT.
 JA1631'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---DAVIESS
 JA1631'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER THAT IS FLUSH WITH THE
 JA1631'GROUND.  LOCATED 39.0 M (128.0 FT) SOUTH FROM CENTER OF GRAVEL ROAD,
 JA1631'30.5 M (100.1 FT) WEST FROM WEST EDGE OF RUNWAY, 2.39 M (7.8 FT)
 JA1631'NORTH FROM THE NORTH EDGE OF WARM UP CIRCLE AND 0.91 M (3.0 FT) SOUTH
 JA1631'FROM A FIBERGLASS WITNESS POST.
 JA1631'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA1631'DESCRIBED BY D.L. ADAMS.
 JA1631
 JA1631                          STATION RECOVERY (1988)
 JA1631
 JA1631'RECOVERED 1988
 JA1631'RECOVERED IN GOOD CONDITION.
 JA1631
 JA1631                          STATION RECOVERY (2020)
 JA1631
 JA1631'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2020 (SLS)
 JA1631'THE STATION IS LOCATED ABOUT 6.5 MI (10.4 KM) SOUTHWEST OF EPSOM, 5.5
 JA1631'MI (8.8 KM) NORTHWEST OF MONTGOMERY AND 4.0 MI (6.5 KM) NORTHEAST OF
 JA1631'WASHINGTON, AT DAVIESS COUNTY AIRPORT.  OWNERSHIP--DAVIESS COUNTY
 JA1631'BOARD OF AVIATION, P. O. BOX 2338, WASHINGTON, IN 47501.  TELEPHONE
 JA1631'812-254-9934. AIRPORT MANAGER IS ERIC SEBER.
 JA1631'
 JA1631'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69 AND US HIGHWAY
 JA1631'50, GO WEST ON US HIGHWAY 50 FOR 0.53 MI (0.85 KM) TO THE TURN OFF TO
 JA1631'THE BUSINESS DISTRICT.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 50 FOR
 JA1631'0.1 MI (0.2 KM) TO COUNTY ROAD 200 E.  TURN RIGHT AND GO NORTH THEN
 JA1631'EAST FOR 0.15 MI (0.24 KM) TO A SHARP CURVE TO THE LEFT.  TURN LEFT
 JA1631'AND GO NORTH ON COUNTY ROAD 200 E FOR 2.5 MI (4.0 KM) TO A T
 JA1631'INTERSECTION.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY ROAD 250 N
 JA1631'FOR 0.4 MI (0.6 KM) TO THE SOUTH ENTRANCE TO DAVIESS COUNTY AIRPORT.
 JA1631'GO NORTHEAST ON THE ENTRANCE ROAD FOR 250 FT (76.2 M) TO AN AIRFIELD
 JA1631'GATE.  CONTINUE NORTHEAST THROUGH THE GATE FOR 250 FT (76.2 M) TO
 JA1631'TAXIWAY A. TURN LEFT AND GO NORTH ON TAXIWAY A FOR 0.8 MI (1.3 KM) TO
 JA1631'THE END OF THE TAXIWAY AND THE STATION AHEAD ON THE RIGHT.
 JA1631'
 JA1631'THE STATION IS AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 JA1631'MONUMENT.  IT IS 180 FT (54.9 M) NORTH OF THE NORTH EDGE OF THE
 JA1631'CONNECTING TAXIWAY, 157.6 FT (48.0 M) NORTHEAST OF A CUT X IN THE
 JA1631'NORTHEAST CORNER OF THE CONCRETE BASE OF A TAXIWAY SIGN, 96 FT (29.3
 JA1631'M) SOUTH OF THE WOVEN WIRE PERIMETER FENCE AND 93 FT (28.3 M) WEST OF
 JA1631'THE NORTHWEST CORNER OF THE RUNWAY 18 BLAST PAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2316 ***********************************************************************
 ME2316  DESIGNATION -  DAVIS
 ME2316  PID         -  ME2316
 ME2316  STATE/COUNTY-  IN/MARSHALL
 ME2316  COUNTRY     -  US
 ME2316  USGS QUAD   -  CULVER (2019)
 ME2316
 ME2316                         *CURRENT SURVEY CONTROL
 ME2316  ______________________________________________________________________
 ME2316* NAD 83(1997) POSITION- 41 10 31.34629(N) 086 24 48.23706(W)   ADJUSTED
 ME2316* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 ME2316  ______________________________________________________________________
 ME2316  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 ME2316  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2316  HORZ ORDER      -  THIRD
 ME2316
 ME2316.The horizontal coordinates were established by classical geodetic methods
 ME2316.and adjusted by the National Geodetic Survey in May 1999.
 ME2316
 ME2316.The orthometric height was scaled from a topographic map.
 ME2316
 ME2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2316.GEOID18 height accuracy estimate available here.
 ME2316
 ME2316.Click photographs - Photos may exist for this station.
 ME2316
 ME2316.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2316
 ME2316. The following values were computed from the NAD 83(1997) position.
 ME2316
 ME2316;                    North         East     Units Scale Factor Converg.
 ME2316;SPC IN E     -   658,302.633    37,342.193   MT  1.00001497   -0 29 29.9
 ME2316;SPC IN E     - 2,159,781.22    122,513.51   sFT  1.00001497   -0 29 29.9
 ME2316;SPC IN W     -   658,250.180   956,213.668   MT  1.00000554   +0 26 27.9
 ME2316;SPC IN W     - 2,159,609.13  3,137,177.68   sFT  1.00000554   +0 26 27.9
 ME2316;UTM  16      - 4,558,391.362   549,203.147   MT  0.99962979   +0 23 10.3
 ME2316
 ME2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2316!SPC IN E     -   0.99996310  x   1.00001497  =   0.99997807
 ME2316!SPC IN W     -   0.99996310  x   1.00000554  =   0.99996864
 ME2316!UTM  16      -   0.99996310  x   0.99962979  =   0.99959290
 ME2316
 ME2316:                Primary Azimuth Mark                     Grid Az
 ME2316:SPC IN E     -  DAVIS AZ MK                              145 38 52.3
 ME2316:SPC IN W     -  DAVIS AZ MK                              144 42 54.5
 ME2316:UTM  16      -  DAVIS AZ MK                              144 46 12.1
 ME2316
 ME2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4920358391(NAD 83)
 ME2316
 ME2316|---------------------------------------------------------------------|
 ME2316| PID    Reference Object                     Distance      Geod. Az  |
 ME2316|                                                           dddmmss.s |
 ME2316| CM3397 DAVIS RM 1                           24.802 METERS 14126     |
 ME2316| CM3396 DAVIS AZ MK                                        1450922.4 |
 ME2316| CM3398 DAVIS RM 2                           59.140 METERS 23103     |
 ME2316|---------------------------------------------------------------------|
 ME2316
 ME2316                          SUPERSEDED SURVEY CONTROL
 ME2316
 ME2316  NAD 83(1986)-  41 10 31.35387(N)    086 24 48.24479(W) AD(       ) 3
 ME2316  NAD 27      -  41 10 31.20500(N)    086 24 48.22520(W) AD(       ) 3
 ME2316
 ME2316.Superseded values are not recommended for survey control.
 ME2316
 ME2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2316.See file dsdata.pdf to determine how the superseded data were derived.
 ME2316
 ME2316_MARKER: DS = TRIANGULATION STATION DISK
 ME2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2316_STAMPING: DAVIS 1952
 ME2316_MARK LOGO: CGS
 ME2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2316+STABILITY: SURFACE MOTION
 ME2316
 ME2316  HISTORY     - Date     Condition        Report By
 ME2316  HISTORY     - 1952     MONUMENTED       CGS
 ME2316
 ME2316                          STATION DESCRIPTION
 ME2316
 ME2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2316'STATION IS LOCATED ABOUT 4 MILES SOUTH OF CULVER AND ABOUT 0.25 MILE
 ME2316'NORTH OF THE INTERSECTION OF STATE HIGHWAYS 110 AND 17, ON PROPERTY OF
 ME2316'MR. DALE DAVIS.  IT IS 150 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2316'17, 49 FEET WEST OF A FENCE CORNER, 6 FEET WEST OF A WHITE WITNESS
 ME2316'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 ME2316'AND THE DISK IS STAMPED DAVIS 1952.
 ME2316'
 ME2316'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 ME2316'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2316'STAMPED DAVIS NO 1 1952.
 ME2316'
 ME2316'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF A FENCE CORNER, 19 FEET EAST
 ME2316'OF THE CENTER OF HIGHWAY 17 AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2316'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DAVIS NO 2 1952.
 ME2316'
 ME2316'TRAVERSE STATION PORTER 1920 IS ABOUT 300 FEET WEST OF THE CENTER OF
 ME2316'HIGHWAY 17, 38 FEET EAST OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD
 ME2316'TRACKS, 34 FEET SOUTH OF A TELEPHONE POLE AND 14 FEET WEST OF A FENCE
 ME2316'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2316'STAMPED PORTER 1920.
 ME2316'
 ME2316'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF A SAND DRIVEWAY, 39 FEET
 ME2316'SOUTH OF THE CENTER OF STATE HIGHWAY 110, 2 FEET NORTHWEST OF A WHITE
 ME2316'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 ME2316'INCHES AND THE DISK IS STAMPED DAVIS 1952.
 ME2316'
 ME2316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 17,
 ME2316'ABOUT 4 MILES SOUTH OF CULVER, GO NORTH ON HIGHWAY 17 FOR 0.2 MILE TO
 ME2316'A HOUSE ON THE RIGHT, TURN RIGHT THROUGH GATE AT THE NORTH SIDE OF THE
 ME2316'HOUSE AND GO NORTHEAST UP A SMALL SAND HILL TO THE EDGE OF A WOODS AND
 ME2316'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2200 ***********************************************************************
 LA2200  DESIGNATION -  DAVIS
 LA2200  PID         -  LA2200
 LA2200  STATE/COUNTY-  IN/GRANT
 LA2200  COUNTRY     -  US
 LA2200  USGS QUAD   -  LA FONTAINE (2019)
 LA2200
 LA2200                         *CURRENT SURVEY CONTROL
 LA2200  ______________________________________________________________________
 LA2200* NAD 83(1997) POSITION- 40 38 07.11993(N) 085 40 55.00891(W)   ADJUSTED
 LA2200* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2200  ______________________________________________________________________
 LA2200  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 LA2200  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 LA2200  HORZ ORDER      -  FIRST
 LA2200
 LA2200.The horizontal coordinates were established by classical geodetic methods
 LA2200.and adjusted by the National Geodetic Survey in May 1999.
 LA2200
 LA2200.The orthometric height was scaled from a topographic map.
 LA2200
 LA2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2200.GEOID18 height accuracy estimate available here.
 LA2200
 LA2200.Click photographs - Photos may exist for this station.
 LA2200
 LA2200.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2200
 LA2200. The following values were computed from the NAD 83(1997) position.
 LA2200
 LA2200;                    North         East     Units Scale Factor Converg.
 LA2200;SPC IN E     -   598,060.815    98,707.376   MT  0.99996669   -0 00 35.8
 LA2200;SPC IN E     - 1,962,137.86    323,842.45   sFT  0.99996669   -0 00 35.8
 LA2200;UTM  16      - 4,499,109.415   611,460.527   MT  0.99975292   +0 51 30.5
 LA2200
 LA2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2200!SPC IN E     -   0.99996493  x   0.99996669  =   0.99993163
 LA2200!UTM  16      -   0.99996493  x   0.99975292  =   0.99971786
 LA2200
 LA2200:                Primary Azimuth Mark                     Grid Az
 LA2200:SPC IN E     -  DAVIS AZ MK                              331 33 15.6
 LA2200:UTM  16      -  DAVIS AZ MK                              330 41 09.3
 LA2200
 LA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1146099109(NAD 83)
 LA2200
 LA2200|---------------------------------------------------------------------|
 LA2200| PID    Reference Object                     Distance      Geod. Az  |
 LA2200|                                                           dddmmss.s |
 LA2200| CC8577 DAVIS RM 1                           24.679 METERS 02121     |
 LA2200| CC8578 DAVIS RM 2                           24.007 METERS 11242     |
 LA2200| LA2197 MARION VETERANS HOSPITAL STACK      APPROX.13.7 KM 1623506.0 |
 LA2200| LA2194 MARION ST PAULS CATH CH SPIRE       APPROX. 9.4 KM 1670418.1 |
 LA2200| LA2199 ROSEBURG RADIO STA WBAT MAST        APPROX.14.1 KM 1962134.7 |
 LA2200| CC8576 DAVIS AZ MK                                        3313239.8 |
 LA2200|---------------------------------------------------------------------|
 LA2200
 LA2200                          SUPERSEDED SURVEY CONTROL
 LA2200
 LA2200  NAD 83(1995)-  40 38 07.12330(N)    085 40 55.02167(W) AD(       ) 1
 LA2200  NAD 83(1986)-  40 38 07.12322(N)    085 40 55.02207(W) AD(       ) 1
 LA2200  NAD 27      -  40 38 06.97500(N)    085 40 55.09920(W) AD(       ) 1
 LA2200
 LA2200.Superseded values are not recommended for survey control.
 LA2200
 LA2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2200.See file dsdata.pdf to determine how the superseded data were derived.
 LA2200
 LA2200_MARKER: DS = TRIANGULATION STATION DISK
 LA2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2200_STAMPING: DAVIS 1948
 LA2200_MARK LOGO: CGS
 LA2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2200+STABILITY: SURFACE MOTION
 LA2200
 LA2200  HISTORY     - Date     Condition        Report By
 LA2200  HISTORY     - 1948     MONUMENTED       CGS
 LA2200  HISTORY     - 1961     GOOD             THOMAS
 LA2200
 LA2200                          STATION DESCRIPTION
 LA2200
 LA2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2200'STATION IS LOCATED ABOUT 9 MILES WEST OF VAN BUREN AND 5 MILES NORTH
 LA2200'OF MARION JUST OFF THE RIGHT OF WAY OF A COUNTY ROAD.
 LA2200'
 LA2200'IT IS 77 FEET WEST OF CENTER OF A GRAVEL ROAD, 13 FEET NORTHWEST OF A
 LA2200'WHITE WITNESS POST AND 10 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 LA2200'FIELD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DAVIS 1948
 LA2200'
 LA2200'REFERENCE MARK NO. 1 IS 80.97 FEET NORTH OF STATION.  IT IS 23 FEET
 LA2200'WEST OF CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2200'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DAVIS NO 1 1948.
 LA2200'
 LA2200'REFERENCE MARK NO. 2 IS 78.76 FEET SOUTHEAST OF STATION.  IT IS 23
 LA2200'FEET WEST OF CENTER OF A GRAVEL ROAD AND 6 FEET NORTH OF A GATE.  THE
 LA2200'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DAVIS NO 2 1948.
 LA2200'
 LA2200'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF STATION.  IT IS 15 FEET SOUTH OF
 LA2200'CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A POWER POLE, 2 FEET EAST OF A
 LA2200'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 LA2200'ABOUT 6 INCHES AND THE DISK IS STAMPED DAVIS 1948.
 LA2200'
 LA2200'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 9 IN THE
 LA2200'NORTHWEST SECTION OF MARION, GO NORTH AND WEST ON HIGHWAY 15 FOR 4.9
 LA2200'MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EAST FOR 1.3 MILES TO
 LA2200'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.05 MILE TO
 LA2200'ANOTHER GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO
 LA2200'STATION ON RIGHT AS DESCRIBED.
 LA2200'
 LA2200'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2200
 LA2200                          STATION RECOVERY (1961)
 LA2200
 LA2200'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA2200'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0250 ***********************************************************************
 MD0250  DESIGNATION -  DAWKINS
 MD0250  PID         -  MD0250
 MD0250  STATE/COUNTY-  IN/ALLEN
 MD0250  COUNTRY     -  US
 MD0250  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0250
 MD0250                         *CURRENT SURVEY CONTROL
 MD0250  ______________________________________________________________________
 MD0250* NAD 83(1997) POSITION- 41 04 30.65195(N) 084 51 52.94273(W)   ADJUSTED
 MD0250* NAVD 88 ORTHO HEIGHT -   232.528 (meters)      762.89  (feet) ADJUSTED
 MD0250  ______________________________________________________________________
 MD0250  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 MD0250  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 MD0250  DYNAMIC HEIGHT  -        232.433 (meters)      762.57  (feet) COMP
 MD0250  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 MD0250
 MD0250  HORZ ORDER      -  FIRST
 MD0250  VERT ORDER      -  FIRST     CLASS I
 MD0250
 MD0250.The horizontal coordinates were established by classical geodetic methods
 MD0250.and adjusted by the National Geodetic Survey in May 1999.
 MD0250
 MD0250.The orthometric height was determined by differential leveling and
 MD0250.adjusted by the NATIONAL GEODETIC SURVEY
 MD0250.in June 1991.
 MD0250
 MD0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0250.GEOID18 height accuracy estimate available here.
 MD0250
 MD0250.Click photographs - Photos may exist for this station.
 MD0250
 MD0250.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0250
 MD0250.The dynamic height is computed by dividing the NAVD 88
 MD0250.geopotential number by the normal gravity value computed on the
 MD0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0250.degrees latitude (g = 980.6199 gals.).
 MD0250
 MD0250.The modeled gravity was interpolated from observed gravity values.
 MD0250
 MD0250. The following values were computed from the NAD 83(1997) position.
 MD0250
 MD0250;                    North         East     Units Scale Factor Converg.
 MD0250;SPC IN E     -   647,217.038   167,394.415   MT  1.00002255   +0 31 37.0
 MD0250;SPC IN E     - 2,123,411.23    549,193.18   sFT  1.00002255   +0 31 37.0
 MD0250;SPC OH N     -   159,103.588   401,307.677   MT  0.99993915   -1 33 12.6
 MD0250;SPC OH N     -   521,992.35  1,316,623.60   sFT  0.99993915   -1 33 12.6
 MD0250;UTM  16      - 4,549,299.739   679,383.012   MT  0.99999605   +1 24 12.1
 MD0250
 MD0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0250!SPC IN E     -   0.99996875  x   1.00002255  =   0.99999130
 MD0250!SPC OH N     -   0.99996875  x   0.99993915  =   0.99990790
 MD0250!UTM  16      -   0.99996875  x   0.99999605  =   0.99996480
 MD0250
 MD0250:                Primary Azimuth Mark                     Grid Az
 MD0250:SPC IN E     -  DAWKINS AZ MK                            356 00 16.3
 MD0250:SPC OH N     -  DAWKINS AZ MK                            358 05 05.9
 MD0250:UTM  16      -  DAWKINS AZ MK                            355 07 41.2
 MD0250
 MD0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7938349299(NAD 83)
 MD0250
 MD0250|---------------------------------------------------------------------|
 MD0250| PID    Reference Object                     Distance      Geod. Az  |
 MD0250|                                                           dddmmss.s |
 MD0250| MD1787 PAYNE MUNICIPAL TANK                APPROX.11.8 KM 0863600.2 |
 MD0250| MD0251 DAWKINS RM 1                         27.325 METERS 08809     |
 MD0250| MD1798 PANHANDLE EASTERN PLINE MAST        APPROX. 6.3 KM 1311338.4 |
 MD0250| MD0253 DAWKINS AZ MK                                      3563153.3 |
 MD0250| MD0252 DAWKINS RM 2                         24.811 METERS 35749     |
 MD0250|---------------------------------------------------------------------|
 MD0250
 MD0250                          SUPERSEDED SURVEY CONTROL
 MD0250
 MD0250  NAD 83(1995)-  41 04 30.65255(N)    084 51 52.94352(W) AD(       ) 1
 MD0250  NAD 83(1986)-  41 04 30.65349(N)    084 51 52.95853(W) AD(       ) 1
 MD0250  NAD 27      -  41 04 30.47760(N)    084 51 53.08790(W) AD(       ) 1
 MD0250  NGVD 29 (01/19/93)  232.684  (m)          763.40   (f) ADJUSTED    1 1
 MD0250  NGVD 29 (??/??/92)  232.685  (m)          763.40   (f) SUPERSEDED  1 1
 MD0250  NGVD 29             232.68   (m)          763.4    (f) LEVELING    3  
 MD0250
 MD0250.Superseded values are not recommended for survey control.
 MD0250
 MD0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0250.See file dsdata.pdf to determine how the superseded data were derived.
 MD0250
 MD0250_MARKER: DS = TRIANGULATION STATION DISK
 MD0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0250_STAMPING: DAWKINS 1947
 MD0250_MARK LOGO: CGS
 MD0250_PROJECTION: FLUSH
 MD0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0250+STABILITY: SURFACE MOTION
 MD0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0250+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0250
 MD0250  HISTORY     - Date     Condition        Report By
 MD0250  HISTORY     - 1947     MONUMENTED       CGS
 MD0250  HISTORY     - 1960     GOOD             CGS
 MD0250  HISTORY     - 1968     GOOD             CGS
 MD0250  HISTORY     - 1968     GOOD             CGS
 MD0250  HISTORY     - 19921019 GOOD             NGS
 MD0250
 MD0250                          STATION DESCRIPTION
 MD0250
 MD0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0250'STATION IS LOCATED ABOUT 7 MILES DUE EAST OF NEW HAVEN ON THE EAST
 MD0250'SIDE OF STATE HIGHWAY 101.  IT IS 524 FEET NORTH OF THE INTERSECTION
 MD0250'OF STATE HIGHWAYS 14 AND 101, 60 FEET SOUTHEAST OF THE INTERSECTION OF
 MD0250'STATE HIGHWAY 101 AND A SINGLE TRACK RAILROAD, 44 FEET EAST OF THE
 MD0250'CENTER OF THE HIGHWAY, 38 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 MD0250'TRACK AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MD0250'THE DISK IS STAMPED DAWKINS 1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 1 IS 89.65 FEET EAST OF THE STATION.  IT IS 42 FEET
 MD0250'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK.  THE MARK IS FLUSH AND
 MD0250'THE DISK IS STAMPED DAWKINS NO 1 1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 2 IS 81.40 FEET NORTH OF THE STATION.  IT IS 41
 MD0250'FEET EAST OF THE CENTER OF THE HIGHWAY, 38 FEET NORTH OF THE NORTH
 MD0250'RAIL OF THE RAILROAD TRACK, 5 FEET NORTHEAST OF A TELEPHONE POLE, AND
 MD0250'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND THE
 MD0250'DISK IS STAMPED DAWKINS NO 2 1947.
 MD0250'
 MD0250'AZIMUTH MARK IS 0.3 MILES NORTH OF THE STATION.  IT IS 53 FEET WEST OF
 MD0250'THE INTERSECTION OF STATE HIGHWAY 101 AND A GRAVEL CROSSROAD, 35 FEET
 MD0250'SOUTH OF THE CENTER OF THE GRAVEL CROSSROAD 9 FEET SOUTHEAST OF A
 MD0250'TELEPHONE POLE, AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 MD0250'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAWKINS 1947.
 MD0250'
 MD0250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD0250'HIGHWAY 101, WHICH IS 2.5 MILES EAST OF ZULU, GO NORTH ON STATE
 MD0250'HIGHWAY 101 FOR 3.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD0250'CONTINUE FOR 0.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD0250'
 MD0250'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0250
 MD0250                          STATION RECOVERY (1960)
 MD0250
 MD0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0250'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD0250'MEASUREMENTS CURRENTLY DIFFERING FROM THEIR ORIGINALS ARE GIVEN BELOW
 MD0250'WITH ADDENDA CONSIDERED PARTINENT.
 MD0250'
 MD0250'ABOUT 8.0 MILES E ALONG NO. 14 INDIANA HIGHWAY FROM BROADWAY (U.S. 24
 MD0250'HWY.) IN NEW HAVEN, ABOUT 3.5 MILES W OF INDIANA-OHIO BOUNDARY, 57
 MD0250'FEET SE OF INTERSECTION OF CENTER LINES OF NO. 101 INDIANA HWY.  AND
 MD0250'RAILROAD, 41-1/2 E OF CENTER LINE OF HWY., 38.0 FEET S OF S RAIL, 3.2
 MD0250'FEET LOWER THAN TOP OF SAME.  ALL WOODEN WITNESS POSTS ARE GONE.
 MD0250'
 MD0250'R.M. NO. 1 IS 89.63 FEET E OF STATION OR 27.320 METERS, 39.9 FEET S OF
 MD0250'S RAIL, 3.4 FT.  LOWER THAN TOP OF SAME, AND PROJECTS 0.2 FOOT ABOVE
 MD0250'GROUND.
 MD0250'
 MD0250'R.M. NO. 2 IS 38.4 FEET N OF N RAIL AND 3.2 FEET LOWER THAN TOP OF
 MD0250'SAME.
 MD0250'
 MD0250'THE AZIMUTH MARK IS 0.4 MILE N OF STATION, 53 FEET S OF COAST SURVEY
 MD0250'BENCH MARK M 200, 40 FEET W OF CENTER LINE OF HWY., 1.0 FEET LOWER
 MD0250'THAN SAME, AND 2.2 FEET S OF STEEL WITNESS POST, MARK IS DESCRIBED BY
 MD0250'NOTE 16 A.
 MD0250
 MD0250                          STATION RECOVERY (1968)
 MD0250
 MD0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0250'THE STATION, REFERENCE MARK NO. 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 MD0250'RECOVERED AND IN GOOD CONDITION.
 MD0250'
 MD0250'THE STATION MAY BE REACHED BY GOING 3.4 MILES WEST ALONG STATE HIGHWAY
 MD0250'14 FROM THE INTERSECTION OF STATE LINE ROAD AT EDGERTON, THENCE 0.1
 MD0250'MILE NORTH ALONG STATE HIGHWAY 101.  AT CROSSING OF THE NORFOLK AND
 MD0250'WESTERN RAILWAY.  IT IS 524 FEET NORTH OF THE CENTER LINE OF STATE
 MD0250'HIGHWAY 14, 58 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE
 MD0250'HIGHWAY 101 AND THE N AND W RY, 41 FEET EAST OF THE CENTER LINE OF THE
 MD0250'HIGHWAY, 38 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 2 FEET WEST OF A
 MD0250'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 MD0250'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 MD0250'DAWKINS 1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 1 IS 89.6 FEET EAST OF THE STATION MARK, 130 FEET
 MD0250'EAST OF THE CENTER LINE OF THE HIGHWAY, 39.5 FEET SOUTH OF THE SOUTH
 MD0250'RAIL OF THE N AND W RY, 2 FEET WEST OF A METAL WITNESS POST, 2 FEET
 MD0250'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD0250'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED
 MD0250'DAWKINS NO 1 1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 2 IS 81.4 FEET NORTH OF AND ACROSS THE TRACK FROM
 MD0250'THE STATION MARK, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38.5
 MD0250'FEET NORTH OF THE NORTH RAIL, 122 FEET NORTHWEST OF AND ACROSS THE
 MD0250'TRACK FROM RM 1, 2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP
 MD0250'OF A CONCRETE POST FLUSH WITH THE GROUND.
 MD0250'
 MD0250'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 101 FROM
 MD0250'THE STATION MARK.  AT THE INTERSECTION OF EDGERTON ROAD, 55 FEET
 MD0250'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 40-1/2 FEET WEST OF THE
 MD0250'CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF
 MD0250'EDGERTON ROAD, 53 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM BENCH MARK
 MD0250'M 200 1946, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE
 MD0250'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0250'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0250
 MD0250                          STATION RECOVERY (1968)
 MD0250
 MD0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0250'3.5 MI W FROM EDGERTON.
 MD0250'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0250'OF STATE LINE ROAD AT EDGERTON, THENCE 0.1 MILE NORTH ALONG STATE
 MD0250'HIGHWAY 101, AT THE CROSSING OF STATE HIGHWAY 101 AND THE NORFOLK
 MD0250'AND WESTERN RAILWAY, 524 FEET NORTH OF THE CENTER LINE OF STATE
 MD0250'HIGHWAY 14, 58 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 MD0250'HIGHWAY AND THE N AND W RY, 41 FEET EAST OF THE CENTER LINE OF THE
 MD0250'HIGHWAY NO. 101, 38 FEET SOUTH OF THE SOUTH RAIL, 89 FEET WEST OF
 MD0250'RM 1 DESCRIBED, 2 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW
 MD0250'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MD0250'WITH THE GROUND.  IN SECTION 8, R 15 E, T 30 N.
 MD0250
 MD0250                          STATION RECOVERY (1992)
 MD0250
 MD0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0250'11.2 KM (6.95 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0250'OF U.S. HIGHWAY 24 IN NEW HAVEN, THENCE 0.2 KM (0.10 MI) NORTH ALONG
 MD0250'STATE HIGHWAY 100, 27.2 M (89.2 FT) WEST OF REFERENCE MARK 1, 24.8 M
 MD0250'(81.4 FT) SOUTH OF REFERENCE MARK 2, 12.5 M (41.0 FT) EAST OF THE
 MD0250'HIGHWAY CENTERLINE, 11.6 M (38.1 FT) SOUTH OF THE NEAR RAIL OF THE
 MD0250'NORFOLK SOUTHERN RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 MD0250'TRACK, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 MD0250'PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0253 ***********************************************************************
 MD0253  DESIGNATION -  DAWKINS AZ MK
 MD0253  PID         -  MD0253
 MD0253  STATE/COUNTY-  IN/ALLEN
 MD0253  COUNTRY     -  US
 MD0253  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0253
 MD0253                         *CURRENT SURVEY CONTROL
 MD0253  ______________________________________________________________________
 MD0253* NAD 83(1986) POSITION- 41 04 51.2    (N) 084 51 54.7    (W)   HD_HELD2
 MD0253* NAVD 88 ORTHO HEIGHT -   231.403 (meters)      759.19  (feet) ADJUSTED
 MD0253  ______________________________________________________________________
 MD0253  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 MD0253  DYNAMIC HEIGHT  -        231.309 (meters)      758.89  (feet) COMP
 MD0253  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 MD0253
 MD0253  VERT ORDER      -  FIRST     CLASS I
 MD0253
 MD0253.The horizontal coordinates were established by autonomous hand held GPS
 MD0253.observations and have an estimated accuracy of +/- 10 meters.
 MD0253
 MD0253.The orthometric height was determined by differential leveling and
 MD0253.adjusted by the NATIONAL GEODETIC SURVEY
 MD0253.in June 1991.
 MD0253
 MD0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0253.GEOID18 height accuracy estimate available here.
 MD0253
 MD0253.Click photographs - Photos may exist for this station.
 MD0253
 MD0253.The dynamic height is computed by dividing the NAVD 88
 MD0253.geopotential number by the normal gravity value computed on the
 MD0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0253.degrees latitude (g = 980.6199 gals.).
 MD0253
 MD0253.The modeled gravity was interpolated from observed gravity values.
 MD0253
 MD0253;                    North         East    Units  Estimated Accuracy
 MD0253;SPC IN E     -   647,851.      167,348.      MT  (+/- 10 meters HH2 GPS)
 MD0253
 MD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7932649932(NAD 83)
 MD0253
 MD0253                          SUPERSEDED SURVEY CONTROL
 MD0253
 MD0253  NGVD 29 (??/??/92)  231.561  (m)          759.71   (f) ADJ UNCH    1 1
 MD0253
 MD0253.Superseded values are not recommended for survey control.
 MD0253
 MD0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0253.See file dsdata.pdf to determine how the superseded data were derived.
 MD0253
 MD0253_MARKER: DZ = AZIMUTH MARK DISK
 MD0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0253_STAMPING: DAWKINS 1947
 MD0253_MARK LOGO: CGS
 MD0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0253+STABILITY: SURFACE MOTION
 MD0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0253+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0253
 MD0253  HISTORY     - Date     Condition        Report By
 MD0253  HISTORY     - 1947     MONUMENTED       CGS
 MD0253  HISTORY     - 1968     GOOD             CGS
 MD0253  HISTORY     - 19921008 GOOD             NGS
 MD0253
 MD0253                          STATION DESCRIPTION
 MD0253
 MD0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0253'3.9 MI W FROM EDGERTON.
 MD0253'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0253'OF STATE LINE ROAD AT EDGERTON, THENCE 0.5 MILE NORTH ALONG STATE
 MD0253'HIGHWAY 101, 0.4 MILE NORTH OF THE CROSSING OF THE NORFOLK
 MD0253'AND WESTERN RAILWAY, AT THE INTERSECTION OF STATE HIGHWAY 101
 MD0253'AND EDGERTON ROAD, 55 FEET SOUTHWEST OF THE CENTER OF THE
 MD0253'INTERSECTION, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34
 MD0253'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH OF AND
 MD0253'ACROSS EDGERTON ROAD FROM BENCH MARK M 220 DESCRIBED, 2 FEET
 MD0253'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 MD0253'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MD0253'ABOVE THE LEVEL OF THE GROUND.  IN SECTION 7, R 15 E, T 30 N.
 MD0253
 MD0253                          STATION RECOVERY (1992)
 MD0253
 MD0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0253'11.2 KM (6.95 MI) WESTERLY ALONG STATE HIGHWAYS 631 AND 14 FROM THE
 MD0253'POST OFFICE IN PAYNE, OHIO, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG
 MD0253'STATE HIGHWAY 100, 16.2 M (53.1 FT) SOUTH OF BENCH MARK M 200, 12.2 M
 MD0253'(40.0 FT) WEST OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) SOUTH OF
 MD0253'THE CENTER OF EDGERTON ROAD, 1.5 M (4.9 FT) WEST-SOUTHWEST OF A
 MD0253'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0251 ***********************************************************************
 MD0251  DESIGNATION -  DAWKINS RM 1
 MD0251  PID         -  MD0251
 MD0251  STATE/COUNTY-  IN/ALLEN
 MD0251  COUNTRY     -  US
 MD0251  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0251
 MD0251                         *CURRENT SURVEY CONTROL
 MD0251  ______________________________________________________________________
 MD0251* NAD 83(1986) POSITION- 41 04 30.68   (N) 084 51 51.77   (W)   HD_HELD1
 MD0251* NAVD 88 ORTHO HEIGHT -   232.509 (meters)      762.82  (feet) ADJUSTED
 MD0251  ______________________________________________________________________
 MD0251  GEOID HEIGHT    -        -33.301 (meters)                     GEOID18
 MD0251  DYNAMIC HEIGHT  -        232.414 (meters)      762.51  (feet) COMP
 MD0251  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 MD0251
 MD0251  VERT ORDER      -  FIRST     CLASS I
 MD0251
 MD0251.The horizontal coordinates were determined by differentially corrected
 MD0251.hand held GPS observations or other comparable positioning techniques
 MD0251.and have an estimated accuracy of +/- 3 meters.
 MD0251
 MD0251.The orthometric height was determined by differential leveling and
 MD0251.adjusted by the NATIONAL GEODETIC SURVEY
 MD0251.in April 1995.
 MD0251
 MD0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0251.GEOID18 height accuracy estimate available here.
 MD0251
 MD0251.Click photographs - Photos may exist for this station.
 MD0251
 MD0251.The dynamic height is computed by dividing the NAVD 88
 MD0251.geopotential number by the normal gravity value computed on the
 MD0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0251.degrees latitude (g = 980.6199 gals.).
 MD0251
 MD0251.The modeled gravity was interpolated from observed gravity values.
 MD0251
 MD0251;                    North         East    Units  Estimated Accuracy
 MD0251;SPC IN E     -   647,218.2     167,421.8     MT  (+/- 3 meters HH1 GPS) 
 MD0251
 MD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7941049301(NAD 83)
 MD0251
 MD0251                          SUPERSEDED SURVEY CONTROL
 MD0251
 MD0251  NAVD 88 (06/15/91)  232.507  (m)          762.82   (f) SUPERSEDED  1 1
 MD0251  NGVD 29 (01/19/93)  232.665  (m)          763.34   (f) ADJUSTED    1 1
 MD0251  NGVD 29 (??/??/92)  232.665  (m)          763.34   (f) SUPERSEDED  1 1
 MD0251
 MD0251.Superseded values are not recommended for survey control.
 MD0251
 MD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0251.See file dsdata.pdf to determine how the superseded data were derived.
 MD0251
 MD0251_MARKER: DR = REFERENCE MARK DISK
 MD0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0251_STAMPING: DAWKINS NO 1 1947
 MD0251_MARK LOGO: CGS
 MD0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0251+STABILITY: SURFACE MOTION
 MD0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0251+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0251
 MD0251  HISTORY     - Date     Condition        Report By
 MD0251  HISTORY     - 1947     MONUMENTED       CGS
 MD0251  HISTORY     - 1968     GOOD             CGS
 MD0251  HISTORY     - 19921019 GOOD             NGS
 MD0251
 MD0251                          STATION DESCRIPTION
 MD0251
 MD0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0251'3.5 MI W FROM EDGERTON.
 MD0251'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0251'OF STATE LINE ROAD AT EDGERTON, THENCE 0.1 MILE NORTH ALONG STATE
 MD0251'HIGHWAY 101, ALONG THE NORFOLK AND WESTERN RAILWAY, 89.6 FEET
 MD0251'EAST OF THE STATION MARK DESCRIBED, 138 FEET SOUTHEAST OF THE
 MD0251'CENTER OF THE HIGHWAY CROSSING THE TRACK, 130 FEET EAST OF THE
 MD0251'CENTER LINE OF THE HIGHWAY, 122 FEET SOUTHEAST OF AND ACROSS
 MD0251'THE TRACK FROM RM 2 DESCRIBED, 2 FEET WEST OF A METAL WITNESS
 MD0251'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MD0251'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  IN
 MD0251'SECTION 8, R 15 E, T 30 N.
 MD0251
 MD0251                          STATION RECOVERY (1992)
 MD0251
 MD0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0251'11.2 KM (6.95 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0251'OF U.S. HIGHWAY 24 IN NEW HAVEN, THENCE 0.2 KM (0.10 MI) NORTH ALONG
 MD0251'STATE HIGHWAY 100, 39.6 M (129.9 FT) EAST OF THE HIGHWAY CENTERLINE,
 MD0251'27.2 M (89.2 FT) EAST OF TRIANGULATION STATION DAWKINS, 11.7 M (38.4
 MD0251'FT) SOUTH OF THE NEAR RAIL OF THE NORFOLK SOUTHERN RAILROAD, 0.6 M
 MD0251'(2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) WEST OF A
 MD0251'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0252 ***********************************************************************
 MD0252  DESIGNATION -  DAWKINS RM 2
 MD0252  PID         -  MD0252
 MD0252  STATE/COUNTY-  IN/ALLEN
 MD0252  COUNTRY     -  US
 MD0252  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0252
 MD0252                         *CURRENT SURVEY CONTROL
 MD0252  ______________________________________________________________________
 MD0252* NAD 83(1986) POSITION- 41 04 31.46   (N) 084 51 52.98   (W)   HD_HELD1
 MD0252* NAVD 88 ORTHO HEIGHT -   232.451 (meters)      762.63  (feet) ADJUSTED
 MD0252  ______________________________________________________________________
 MD0252  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 MD0252  DYNAMIC HEIGHT  -        232.357 (meters)      762.32  (feet) COMP
 MD0252  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 MD0252
 MD0252  VERT ORDER      -  FIRST     CLASS I
 MD0252
 MD0252.The horizontal coordinates were determined by differentially corrected
 MD0252.hand held GPS observations or other comparable positioning techniques
 MD0252.and have an estimated accuracy of +/- 3 meters.
 MD0252
 MD0252.The orthometric height was determined by differential leveling and
 MD0252.adjusted by the NATIONAL GEODETIC SURVEY
 MD0252.in April 1995.
 MD0252
 MD0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0252.GEOID18 height accuracy estimate available here.
 MD0252
 MD0252.Click photographs - Photos may exist for this station.
 MD0252
 MD0252.The dynamic height is computed by dividing the NAVD 88
 MD0252.geopotential number by the normal gravity value computed on the
 MD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0252.degrees latitude (g = 980.6199 gals.).
 MD0252
 MD0252.The modeled gravity was interpolated from observed gravity values.
 MD0252
 MD0252;                    North         East    Units  Estimated Accuracy
 MD0252;SPC IN E     -   647,242.0     167,393.3     MT  (+/- 3 meters HH1 GPS) 
 MD0252
 MD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7938149324(NAD 83)
 MD0252
 MD0252                          SUPERSEDED SURVEY CONTROL
 MD0252
 MD0252  NAVD 88 (06/15/91)  232.537  (m)          762.92   (f) SUPERSEDED  1 1
 MD0252  NGVD 29 (01/19/93)  232.608  (m)          763.15   (f) ADJUSTED    1 1
 MD0252  NGVD 29 (??/??/92)  232.695  (m)          763.43   (f) SUPERSEDED  1 1
 MD0252
 MD0252.Superseded values are not recommended for survey control.
 MD0252
 MD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0252.See file dsdata.pdf to determine how the superseded data were derived.
 MD0252
 MD0252_MARKER: DR = REFERENCE MARK DISK
 MD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0252_STAMPING: DAWKINS NO 2 1947
 MD0252_MARK LOGO: CGS
 MD0252_PROJECTION: FLUSH
 MD0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0252+STABILITY: SURFACE MOTION
 MD0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0252+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0252
 MD0252  HISTORY     - Date     Condition        Report By
 MD0252  HISTORY     - 1947     MONUMENTED       CGS
 MD0252  HISTORY     - 1968     GOOD             CGS
 MD0252  HISTORY     - 19921019 GOOD             NGS
 MD0252
 MD0252                          STATION DESCRIPTION
 MD0252
 MD0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0252'3.5 MI W FROM EDGERTON.
 MD0252'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0252'OF STATE LINE ROAD AT EDGERTON, THENCE 0.1 MILE NORTH ALONG
 MD0252'STATE HIGHWAY 101, 59 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 MD0252'OF THE HIGHWAY AND THE NORFOLK AND WESTERN RAILWAY, 41 FEET
 MD0252'EAST OF THE CENTER LINE OF THE HIGHWAY, 38.5 FEET NORTH OF THE
 MD0252'NORTH RAIL, 5 FEET NORTHEAST OF A TELEPHONE POLE, 81.4 FEET NORTH
 MD0252'OF AND ACROSS THE TRACK FROM THE STATION MARK DESCRIBED, 2 FEET
 MD0252'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0252'POST FLUSH WITH THE GROUND.  IN SECTION 8, R 15 E, T 30 N.
 MD0252
 MD0252                          STATION RECOVERY (1992)
 MD0252
 MD0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0252'11.2 KM (6.95 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0252'OF U.S. HIGHWAY 24 IN NEW HAVEN, THENCE 0.2 KM (0.10 MI) NORTH ALONG
 MD0252'STATE HIGHWAY 100, 24.8 M (81.4 FT) NORTH OF TRIANGULATION STATION
 MD0252'DAWKINS, 12.5 M (41.0 FT) EAST OF THE HIGHWAY CENTERLINE, 11.8 M
 MD0252'(38.7 FT) NORTH OF THE NEAR RAIL OF THE NORFOLK SOUTHERN RAILROAD,
 MD0252'4.7 M (15.4 FT) NORTHEAST OF A UTILITY POLE, 1.4 M (4.6 FT) NORTH OF
 MD0252'THE NORTHWEST CORNER OF A SIGNAL CONTROL BOX, 0.6 M (2.0 FT) BELOW
 MD0252'THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 MD0252'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2308 ***********************************************************************
 LB2308  DESIGNATION -  DAWSON
 LB2308  PID         -  LB2308
 LB2308  STATE/COUNTY-  IN/BENTON
 LB2308  COUNTRY     -  US
 LB2308  USGS QUAD   -  STOCKLAND (2018)
 LB2308
 LB2308                         *CURRENT SURVEY CONTROL
 LB2308  ______________________________________________________________________
 LB2308* NAD 83(1997) POSITION- 40 37 20.63585(N) 087 31 31.06557(W)   ADJUSTED
 LB2308* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2308  ______________________________________________________________________
 LB2308  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 LB2308  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 LB2308  HORZ ORDER      -  THIRD
 LB2308
 LB2308.The horizontal coordinates were established by classical geodetic methods
 LB2308.and adjusted by the National Geodetic Survey in May 1999.
 LB2308
 LB2308.The orthometric height was scaled from a topographic map.
 LB2308
 LB2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2308.GEOID18 height accuracy estimate available here.
 LB2308
 LB2308.Click photographs - Photos may exist for this station.
 LB2308
 LB2308.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2308
 LB2308. The following values were computed from the NAD 83(1997) position.
 LB2308
 LB2308;                    North         East     Units Scale Factor Converg.
 LB2308;SPC IN W     -   596,720.790   862,605.179   MT  0.99998387   -0 17 15.9
 LB2308;SPC IN W     - 1,957,741.46  2,830,063.82   sFT  0.99998387   -0 17 15.9
 LB2308;UTM  16      - 4,496,973.733   455,570.546   MT  0.99962430   -0 20 31.2
 LB2308
 LB2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2308!SPC IN W     -   0.99997147  x   0.99998387  =   0.99995534
 LB2308!UTM  16      -   0.99997147  x   0.99962430  =   0.99959579
 LB2308
 LB2308:                Primary Azimuth Mark                     Grid Az
 LB2308:SPC IN W     -  DAWSON AZ MK                             355 23 53.1
 LB2308:UTM  16      -  DAWSON AZ MK                             355 27 08.4
 LB2308
 LB2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5557096973(NAD 83)
 LB2308
 LB2308|---------------------------------------------------------------------|
 LB2308| PID    Reference Object                     Distance      Geod. Az  |
 LB2308|                                                           dddmmss.s |
 LB2308| CM3400 DAWSON RM 1                          20.619 METERS 00804     |
 LB2308| CM3401 DAWSON RM 2                          27.873 METERS 26115     |
 LB2308| CM3399 DAWSON AZ MK                                       3550637.2 |
 LB2308|---------------------------------------------------------------------|
 LB2308
 LB2308                          SUPERSEDED SURVEY CONTROL
 LB2308
 LB2308  NAD 83(1986)-  40 37 20.64525(N)    087 31 31.07466(W) AD(       ) 3
 LB2308  NAD 27      -  40 37 20.51460(N)    087 31 30.98390(W) AD(       ) 3
 LB2308
 LB2308.Superseded values are not recommended for survey control.
 LB2308
 LB2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2308.See file dsdata.pdf to determine how the superseded data were derived.
 LB2308
 LB2308_MARKER: DS = TRIANGULATION STATION DISK
 LB2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2308_STAMPING: DAWSON 1955
 LB2308_MARK LOGO: CGS
 LB2308_PROJECTION: FLUSH
 LB2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2308+STABILITY: SURFACE MOTION
 LB2308
 LB2308  HISTORY     - Date     Condition        Report By
 LB2308  HISTORY     - 1955     MONUMENTED       CGS
 LB2308
 LB2308                          STATION DESCRIPTION
 LB2308
 LB2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2308'STATION IS LOCATED IN THE EAST ANGLE OF A TRIANGULAR PLOT OF LAND
 LB2308'FORMED BY THE INTERSECTION OF STATE HIGHWAY 18 AND TWO GRAVEL ROADS
 LB2308'ABOUT 10 MILES WEST OF FOWLER, INDIANA, 3-1/2 MILES EAST OF
 LB2308'STOCKLAND, ILLINOIS AND JUST EAST OF THE INDIANA-ILLINOIS STATE LINE.
 LB2308'IT IS 230 FEET EAST OF THE CENTER OF A GRAVEL ROAD PARALLELING
 LB2308'THE STATE LINE, 186 FEET WEST OF THE CENTER OF THE INTERSECTION
 LB2308'OF HIGHWAY 18 AND A GRAVEL ROAD, 74 FEET NORTHWEST OF THE CENTER
 LB2308'OF HIGHWAY 18, 68 FEET SOUTH OF A WHITE WITNESS POST AND 48 FEET
 LB2308'SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE
 LB2308'DISK IS STAMPED DAWSON 1955.
 LB2308'
 LB2308'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 LB2308'ROAD, 3 FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LB2308'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DAWSON NO 1 1955.
 LB2308'
 LB2308'REFERENCE MARK NO. 2 IS 118 FEET NORTHWEST OF THE CENTER OF THE
 LB2308'HIGHWAY AND 53 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.  THE
 LB2308'MARK IS FLUSH AND THE DISK IS STAMPED DAWSON NO 2 1955.
 LB2308'
 LB2308'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LB2308'NORTHEAST OF A FENCE CORNER AND 1 FOOT WEST OF A WHITE WITNESS POST.
 LB2308'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DAWSON
 LB2308'1955.
 LB2308'
 LB2308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 LB2308'ROAD ALONG THE STATE LINE FOR 0.4 MILE TO THE MARK ON THE RIGHT AS
 LB2308'DESCRIBED.
 LB2308'
 LB2308'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2005 ***********************************************************************
 KA2005  DESIGNATION -  DAY
 KA2005  PID         -  KA2005
 KA2005  STATE/COUNTY-  IN/PUTNAM
 KA2005  COUNTRY     -  US
 KA2005  USGS QUAD   -  GREENCASTLE (2019)
 KA2005
 KA2005                         *CURRENT SURVEY CONTROL
 KA2005  ______________________________________________________________________
 KA2005* NAD 83(1997) POSITION- 39 41 25.01057(N) 086 45 10.74412(W)   ADJUSTED
 KA2005* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 KA2005  ______________________________________________________________________
 KA2005  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 KA2005  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 KA2005  HORZ ORDER      -  FIRST
 KA2005
 KA2005.The horizontal coordinates were established by classical geodetic methods
 KA2005.and adjusted by the National Geodetic Survey in May 1999.
 KA2005
 KA2005.The orthometric height was scaled from a topographic map.
 KA2005
 KA2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2005.GEOID18 height accuracy estimate available here.
 KA2005
 KA2005.Click photographs - Photos may exist for this station.
 KA2005
 KA2005.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2005
 KA2005. The following values were computed from the NAD 83(1997) position.
 KA2005
 KA2005;                    North         East     Units Scale Factor Converg.
 KA2005;SPC IN W     -   493,182.306   928,335.884   MT  0.99997655   +0 12 39.5
 KA2005;SPC IN W     - 1,618,048.95  3,045,715.31   sFT  0.99997655   +0 12 39.5
 KA2005;UTM  16      - 4,393,411.486   521,180.136   MT  0.99960552   +0 09 27.9
 KA2005
 KA2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2005!SPC IN W     -   0.99996159  x   0.99997655  =   0.99993814
 KA2005!UTM  16      -   0.99996159  x   0.99960552  =   0.99956712
 KA2005
 KA2005:                Primary Azimuth Mark                     Grid Az
 KA2005:SPC IN W     -  DAY AZ MK                                261 40 57.5
 KA2005:UTM  16      -  DAY AZ MK                                261 44 09.1
 KA2005
 KA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2118093411(NAD 83)
 KA2005
 KA2005|---------------------------------------------------------------------|
 KA2005| PID    Reference Object                     Distance      Geod. Az  |
 KA2005|                                                           dddmmss.s |
 KA2005| CC8580 DAY RM 1                             28.614 METERS 02144     |
 KA2005| KA1999 DANVILLE MUNICIPAL STANDPIPE        APPROX.20.9 KM 0674640.5 |
 KA2005| CC8581 DAY RM 2                             33.636 METERS 16250     |
 KA2005| KA2016 PUTNAMVILLE IND STATE FARM STK      APPROX.18.0 KM 2190844.9 |
 KA2005| KA2008 GREENCASTLE DEPAUW UNIV DOME        APPROX.10.8 KM 2391449.9 |
 KA2005| KA2007 GREENCASTLE PRESB CHURCH SPIRE      APPROX.10.8 KM 2404227.2 |
 KA2005| KA2006 GREENCASTLE PUTNAM CO CTHSE         APPROX.10.9 KM 2420529.5 |
 KA2005| CC8579 DAY AZ MK                                          2615337.0 |
 KA2005|---------------------------------------------------------------------|
 KA2005
 KA2005                          SUPERSEDED SURVEY CONTROL
 KA2005
 KA2005  NAD 83(1986)-  39 41 25.00835(N)    086 45 10.74257(W) AD(       ) 1
 KA2005  NAD 27      -  39 41 24.84000(N)    086 45 10.71700(W) AD(       ) 1
 KA2005
 KA2005.Superseded values are not recommended for survey control.
 KA2005
 KA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2005.See file dsdata.pdf to determine how the superseded data were derived.
 KA2005
 KA2005_MARKER: DS = TRIANGULATION STATION DISK
 KA2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2005_STAMPING: DAY 1939
 KA2005_MARK LOGO: CGS
 KA2005_PROJECTION: RECESSED 36 CENTIMETERS
 KA2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2005+STABILITY: SURFACE MOTION
 KA2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2005+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 KA2005
 KA2005  HISTORY     - Date     Condition        Report By
 KA2005  HISTORY     - 1939     MONUMENTED       CGS
 KA2005  HISTORY     - 1948     GOOD             CGS
 KA2005  HISTORY     - 1980     GOOD             LOCENG
 KA2005  HISTORY     - 20030128 GOOD             INDIV
 KA2005
 KA2005                          STATION DESCRIPTION
 KA2005
 KA2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2005'THE STATION IS ON THE TOP OF A RIDGE ON PROPERTY OWNED BY MR. O.A.
 KA2005'DAY AND KNOWN AS THE NORTH VIEW FARM, IN THE SE CORNER OF A
 KA2005'FIELD, 35 FEET W OF NS FENCE, 34.5 FEET N OF EW FENCE, 47.5 FEET NW
 KA2005'OF A CONCRETE FENCE POST IN CORNER.  THE MARK IS 14 INCHES
 KA2005'UNDERGROUND AND STAMPED DAY 1939.
 KA2005'
 KA2005'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA2005'BRONZE DISKS SET IN CONCRETE.
 KA2005'
 KA2005'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE FENCE ROW, ON W SIDE
 KA2005'OF THE FENCE, 17 FEET W OF CENTER LINE OF ROAD, 5 FEET S OF A
 KA2005'TELEPHONE POLE, 1 FOOT S OF A STANDARD REFERENCE POST. MARK PROJECTS
 KA2005'5 INCHES AND IS STAMPED DAY NO. 1 1939. REFERENCE MARK NO. 2 IS
 KA2005'SE OF THE STATION IN FENCE ROW AND ON W SIDE OF FENCE, 16 FEET W OF
 KA2005'CENTER LINE OF ROAD, 72 FEET S OF CONCRETE CORNER POST AND
 KA2005'ACROSS THE ROAD FROM DRIVEWAY TO A HOUSE. THE MARK PROJECTS 4 INCHES
 KA2005'AND IS STAMPED DAY NO. 2 1939.
 KA2005'
 KA2005'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE W BY S OF THE STATION ON
 KA2005'PROPERTY OWNED BY MR. FRANK V. DAY, 20 FEET N OF CENTER LINE OF
 KA2005'ROAD, 18 FEET E OF CENTER LINE OF DRIVE WAY, 8 FEET E OF A CONCRETE
 KA2005'FENCE CORNER POST. THE MARK IS IN THE SW CORNER OF A SMALL
 KA2005'PASTURE SW OF THE BARN.
 KA2005'
 KA2005'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE CENTER OF
 KA2005'FILMORE GO N 1.3 MILES TO TOP OF RIDGE AND A WHITE HOUSE ON
 KA2005'RIGHT, AND A BOARD GATE MARKED O.A. DAY NORTHVIEW FARM, ON LEFT. TURN
 KA2005'LEFT THROUGH GATE TO STATION AS DESCRIBED.
 KA2005'
 KA2005'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA2005
 KA2005                          STATION RECOVERY (1948)
 KA2005
 KA2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2005'STATION RECOVERED AS DESCRIBED EXCEPT, E-W FENCE GONE. TELEPHONE
 KA2005'LINE MOVED.
 KA2005
 KA2005                          STATION RECOVERY (1980)
 KA2005
 KA2005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA2005'DAY 1939 RECOVERED IN GOOD CONDITION DOWN-14 INCHES.
 KA2005'
 KA2005'RM NO. 1 - DAY NO. 1 1939 RECOVERED IN GOOD CONDITION IN FENCELINE.
 KA2005'
 KA2005'RM NO. 2 - DAY NO 2 1939 RECOVERED IN GOOD CONDITION IN FENCELINE.
 KA2005'
 KA2005'ADDITIONS TO DESCRIPTION--EAST END OF FIELD--49.7 FEET S OF AN
 KA2005'E/W FENCELINE ON OPP. SIDE OF ROAD.  9 FEET S OF A PUP ON OPPOSITE
 KA2005'SIDE OF ROAD.  53 FEET W OF CENTERLINE OF CO. ASPNALT RD. 550 EAST.
 KA2005'ACROSS FROM WHITE FARM HOUSE.
 KA2005'
 KA2005'AZ MARK IS GOOD AND PROP IS NOW A WILDLIFE RESEARCH AREA.
 KA2005'
 KA2005'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/8 MILES NORTH OF
 KA2005'FILLMORE.
 KA2005
 KA2005                          STATION RECOVERY (2003)
 KA2005
 KA2005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DP)
 KA2005'STATION 'DAY', BOTH REFERENCE MARKS, AND AZIMUTH MARK ALL FOUND IN
 KA2005'GOOD CONDITION. PLACED AN ORANGE FIBERGLAS POST NEXT TO THE AZ. MK.
 KA2005'WHICH IS ON THE NORTH SIDE OF ROAD 200 N ABOUT 1200 FEET EAST OF ROAD
 KA2005'450 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1545 ***********************************************************************
 HA1545  DESIGNATION -  DAY
 HA1545  PID         -  HA1545
 HA1545  STATE/COUNTY-  IN/WARRICK
 HA1545  COUNTRY     -  US
 HA1545  USGS QUAD   -  YANKEETOWN (2019)
 HA1545
 HA1545                         *CURRENT SURVEY CONTROL
 HA1545  ______________________________________________________________________
 HA1545* NAD 83(1997) POSITION- 37 58 14.92397(N) 087 20 20.06904(W)   ADJUSTED
 HA1545* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 HA1545  ______________________________________________________________________
 HA1545  GEOID HEIGHT    -        -31.168 (meters)                     GEOID18
 HA1545  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 HA1545  HORZ ORDER      -  SECOND
 HA1545
 HA1545.The horizontal coordinates were established by classical geodetic methods
 HA1545.and adjusted by the National Geodetic Survey in May 1999.
 HA1545
 HA1545.The orthometric height was scaled from a topographic map.
 HA1545
 HA1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1545.GEOID18 height accuracy estimate available here.
 HA1545
 HA1545.Click photographs - Photos may exist for this station.
 HA1545
 HA1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1545
 HA1545. The following values were computed from the NAD 83(1997) position.
 HA1545
 HA1545;                    North         East     Units Scale Factor Converg.
 HA1545;SPC IN W     -   302,285.216   877,544.078   MT  0.99997287   -0 09 26.1
 HA1545;SPC IN W     -   991,747.41  2,879,075.86   sFT  0.99997287   -0 09 26.1
 HA1545;UTM  16      - 4,202,630.748   470,232.945   MT  0.99961091   -0 12 30.7
 HA1545
 HA1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1545!SPC IN W     -   0.99998356  x   0.99997287  =   0.99995643
 HA1545!UTM  16      -   0.99998356  x   0.99961091  =   0.99959448
 HA1545
 HA1545:                Primary Azimuth Mark                     Grid Az
 HA1545:SPC IN W     -  HART                                     030 35 41.0
 HA1545:UTM  16      -  HART                                     030 38 45.6
 HA1545
 HA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7023202630(NAD 83)
 HA1545
 HA1545|---------------------------------------------------------------------|
 HA1545| PID    Reference Object                     Distance      Geod. Az  |
 HA1545|                                                           dddmmss.s |
 HA1545| CG8474 DAY RM 1                             14.418 METERS 02613     |
 HA1545| JA2000 HART                                APPROX. 9.9 KM 0302614.9 |
 HA1545| CG8476 DAY RM 3                             11.910 METERS 03638     |
 HA1545| CG8475 DAY RM 2                             13.323 METERS 11318     |
 HA1545| CG8473 DAY AZ MK                                          1233205.5 |
 HA1545|---------------------------------------------------------------------|
 HA1545
 HA1545                          SUPERSEDED SURVEY CONTROL
 HA1545
 HA1545  NAD 83(1993)-  37 58 14.92699(N)    087 20 20.06957(W) AD(       ) 2
 HA1545  NAD 83(1986)-  37 58 14.93299(N)    087 20 20.07126(W) AD(       ) 2
 HA1545  NAD 27      -  37 58 14.77400(N)    087 20 20.04600(W) AD(       ) 2
 HA1545
 HA1545.Superseded values are not recommended for survey control.
 HA1545
 HA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1545.See file dsdata.pdf to determine how the superseded data were derived.
 HA1545
 HA1545_MARKER: DS = TRIANGULATION STATION DISK
 HA1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1545_STAMPING: DAY 1945
 HA1545_MARK LOGO: CGS
 HA1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1545+STABILITY: SURFACE MOTION
 HA1545
 HA1545  HISTORY     - Date     Condition        Report By
 HA1545  HISTORY     - 1945     MONUMENTED       CGS
 HA1545  HISTORY     - 1965     GOOD             CGS
 HA1545
 HA1545                          STATION DESCRIPTION
 HA1545
 HA1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1545'STATION IS LOCATED ABOUT 4.5 MILES NW OF YANKEETOWN, ON A SMALL
 HA1545'KNOLL, ABOUT 0.1 MILE E OF A VACANT FARM BUILDING.  THE MARK IS
 HA1545'SITUATED AT THE SE EDGE OF A SMALL WOODED PLOT IN THE CENTER OF WHICH
 HA1545'IS A SINGLE GRAVE MARKED BY A SMALL TOMBSTONE.  A STANDARD WITNESS
 HA1545'POST WAS PLACED 13 FEET E OF THE STATION.
 HA1545'
 HA1545'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---DAY
 HA1545'1945---AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 HA1545'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 HA1545'
 HA1545'REFERENCE MARK 1 IS 47.30 FEET NNW OF THE STATION, AT THE NW CORNER
 HA1545'OF THE WOODED PLOT.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 HA1545'STAMPED---DAY NO. 1 1945---AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 HA1545'THE GROUND.
 HA1545'
 HA1545'REFERENCE MARK 2 IS 43.69 FEET E OF THE STATION, ON THE S SLOPE OF
 HA1545'THE KNOLL, AT THE S EDGE OF THE WOODED PLOT.  IT IS A BRONZE
 HA1545'REFERENCE DISK, STAMPED---DAY NO. 2 1945---AND PROJECTS ABOUT 4 INCHES
 HA1545'ABOVE THE SURFACE OF THE GROUND.
 HA1545'
 HA1545'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SE OF THE STATION, IN THE
 HA1545'NE ANGLE OF THE INTERSECTION OF A T-ROAD WITH AN E-W ROAD.  IT IS
 HA1545'31 FEET N OF THE APPROXIMATE CENTER OF THE E-W DIRT ROAD, 17 FEET E
 HA1545'OF THE T-ROAD, AND 3.5 FEET N OF A STANDARD WITNESS POST.  IT IS A
 HA1545'BRONZE AZIMUTH DISK IN CONCRETE, STAMPED---DAY 1945---AND PROJECTS 8
 HA1545'INCHES ABOVE THE SURFACE OF THE GROUND.
 HA1545'
 HA1545'TO REACH THE STAION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 66 IN
 HA1545'YANKEETOWN, GO W ON HIGHWAY 66 FOR 1.5 MILES TO A DIRT ROAD RIGHT,
 HA1545'AT A SIGN DAYVILLE.  TURN RIGHT AND FOLLOW N FOR 3.1 MILES, THEN TURN
 HA1545'LEFT OR W FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HA1545'CONTINUE W FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO 0.15 MILE
 HA1545'TO A FARMHOUSE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE FARM,
 HA1545'DRIVING E FOR 0.1 MILE TO THE TOP OF A SMALL KNOLL AND THE STAION AS
 HA1545'DESCRIBED.
 HA1545'
 HA1545'HEIGHT OF LIGHT ABOVE STAION MARK - 34 METERS.
 HA1545
 HA1545                          STATION RECOVERY (1965)
 HA1545
 HA1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HA1545'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 HA1545'GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY FARM
 HA1545'EQUIPMENT.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 HA1545'
 HA1545'SINCE NO OLD OBJECTS WERE VISIBLE FROM THE GROUND, A NEW AZIMUTH MARK
 HA1545'COULD NOT BE ESTABLISHED.
 HA1545'
 HA1545'REFERENCE MARK NO. 3 WAS SET.
 HA1545'
 HA1545'FOLLOWING IS A NEW TO REACH FOR THE STATION, A DESCRIPTION FOR
 HA1545'REFERENCE MARK NO. 3 AND ADDITIONAL NOTES FOR THE STATION.
 HA1545'
 HA1545'THE STATION MARK IS AT THE SOUTHWEST EDGE OF A SMALL GROVE OF TREES
 HA1545'AND 2 FEET EAST OF A METAL WITNESS POST.
 HA1545'
 HA1545'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED---DAY NO. 3 1945---IS
 HA1545'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 HA1545'IT IS AT THE NORTHWEST SIDE OF A SMALL HILL, 3.5 FEET SOUTH OF A
 HA1545'12-INCH TREE.
 HA1545'
 HA1545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 66 AT
 HA1545'THE NORTHEAST EDGE OF YANKEETOWN, GO WEST ON STATE HIGHWAY 66
 HA1545'FOR 1.45 MILES TO A CROSSROAD, AND A SIGN DAYVILLE.  TURN RIGHT AND GO
 HA1545'NORTH ON A GRAVELED ROAD FOR 2.8 MILES TO SIDE ROAD ON THE LEFT.
 HA1545'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.1 MILES TO A
 HA1545'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15
 HA1545'MILE TO THE TOP OF HILL AND THE STAION ABOUT 0.1 MILE EAST ON THE TOP
 HA1545'OF A SMALL KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR6860 ***********************************************************************
 DR6860  PACS        -  This is a Primary Airport Control Station.
 DR6860  DESIGNATION -  DCY A
 DR6860  PID         -  DR6860
 DR6860  STATE/COUNTY-  IN/DAVIESS
 DR6860  COUNTRY     -  US
 DR6860  USGS QUAD   -  WASHINGTON (2019)
 DR6860
 DR6860                         *CURRENT SURVEY CONTROL
 DR6860  ______________________________________________________________________
 DR6860* NAD 83(2011) POSITION- 38 42 03.11215(N) 087 07 51.23836(W)   ADJUSTED
 DR6860* NAD 83(2011) ELLIP HT-   108.802 (meters)        (02/11/21)   ADJUSTED
 DR6860* NAD 83(2011) EPOCH   -  2010.00
 DR6860* NAVD 88 ORTHO HEIGHT -   141.21  (meters)      463.3   (feet) GPS OBS
 DR6860  ______________________________________________________________________
 DR6860  GEOID HEIGHT    -        -32.407 (meters)                     GEOID18
 DR6860  NAD 83(2011) X  -    249,482.924 (meters)                     COMP
 DR6860  NAD 83(2011) Y  - -4,977,995.380 (meters)                     COMP
 DR6860  NAD 83(2011) Z  -  3,966,523.292 (meters)                     COMP
 DR6860  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 DR6860
 DR6860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6860  Standards:
 DR6860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6860  -------------------------------------------------------------------
 DR6860  NETWORK    0.27   0.73           0.12   0.10   0.37      0.06459773
 DR6860  -------------------------------------------------------------------
 DR6860  Click here for local accuracies and other accuracy information.
 DR6860
 DR6860.This mark is at Daviess County Airport (DCY)
 DR6860
 DR6860.The horizontal coordinates were established by GPS observations
 DR6860.and adjusted by the WOOLPERT CONSULTANTS in February 2021.
 DR6860
 DR6860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6860.been affixed to the stable North American tectonic plate. See 
 DR6860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6860
 DR6860.The horizontal coordinates are valid at the epoch date displayed above
 DR6860.which is a decimal equivalence of Year/Month/Day.
 DR6860
 DR6860.The orthometric height was determined by GPS observations and a
 DR6860.high-resolution geoid model.
 DR6860
 DR6860.GPS derived orthometric heights for airport stations designated as
 DR6860.PACS or SACS are published to 2 decimal places.  This maintains
 DR6860.centimeter relative accuracy between the PACS and SACS.  It does
 DR6860.not indicate centimeter accuracy relative to other marks which are
 DR6860.part of the published vertical control network.
 DR6860
 DR6860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6860.GEOID18 height accuracy estimate available here.
 DR6860
 DR6860.Click photographs - Photos may exist for this station.
 DR6860
 DR6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6860
 DR6860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6860
 DR6860.The ellipsoidal height was determined by GPS observations
 DR6860.and is referenced to NAD 83.
 DR6860
 DR6860. The following values were computed from the NAD 83(2011) position.
 DR6860
 DR6860;                    North         East     Units Scale Factor Converg.
 DR6860;SPC IN W     -   383,290.653   895,862.354   MT  0.99996688   -0 01 47.1
 DR6860;SPC IN W     - 1,257,512.75  2,939,175.07   sFT  0.99996688   -0 01 47.1
 DR6860;UTM  16      - 4,283,590.176   488,617.605   MT  0.99960160   -0 04 54.6
 DR6860
 DR6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6860!SPC IN W     -   0.99998293  x   0.99996688  =   0.99994981
 DR6860!UTM  16      -   0.99998293  x   0.99960160  =   0.99958454
 DR6860
 DR6860:                Primary Azimuth Mark                     Grid Az
 DR6860:SPC IN W     -  DCY B                                    000 01 00.3
 DR6860:UTM  16      -  DCY B                                    000 04 07.8
 DR6860
 DR6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8861783590(NAD 83)
 DR6860
 DR6860|---------------------------------------------------------------------|
 DR6860| PID    Reference Object                     Distance      Geod. Az  |
 DR6860|                                                           dddmmss.s |
 DR6860| DR6861 DCY B                               APPROX. 0.6 KM 3595913.2 |
 DR6860|---------------------------------------------------------------------|
 DR6860
 DR6860                          SUPERSEDED SURVEY CONTROL
 DR6860
 DR6860.No superseded survey control is available for this station.
 DR6860
 DR6860_MARKER: F = FLANGE-ENCASED ROD
 DR6860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR6860_STAMPING: DCY A 2020
 DR6860_MARK LOGO: WOOLPT
 DR6860_PROJECTION: FLUSH
 DR6860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6860+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 DR6860_ROD/PIPE-DEPTH: 4 meters
 DR6860_SLEEVE-DEPTH  : 0.9 meters
 DR6860
 DR6860  HISTORY     - Date     Condition        Report By
 DR6860  HISTORY     - 20200902 MONUMENTED       WOOLPT
 DR6860
 DR6860                          STATION DESCRIPTION
 DR6860
 DR6860'DESCRIBED BY WOOLPERT CONSULTANTS 2020 (SLS)
 DR6860'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF
 DR6860'EPSOM, 5.3 MI (8.5 KM) WEST-NORTHWEST OF MONTGOMERY AND 3.7 MI (5.9
 DR6860'KM) NORTHEAST OF WASHINGTON, AT DAVIESS COUNTY AIRPORT.
 DR6860'OWNERSHIP--DAVIESS COUNTY BOARD OF AVIATION, P. O. BOX 2338,
 DR6860'WASHINGTON, IN 47501.  TELEPHONE 812-254-9934. AIRPORT MANAGER IS ERIC
 DR6860'SEBER.
 DR6860'
 DR6860'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69 AND US HIGHWAY
 DR6860'50, GO WEST ON US HIGHWAY 50 FOR 0.53 MI (0.85 KM) TO THE TURN OFF TO
 DR6860'THE BUSINESS DISTRICT.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 50 FOR
 DR6860'0.1 MI (0.2 KM) TO COUNTY ROAD 200 E.  TURN RIGHT AND GO NORTH THEN
 DR6860'EAST FOR 0.15 MI (0.24 KM) TO A SHARP CURVE TO THE LEFT.  TURN LEFT
 DR6860'AND GO NORTH ON COUNTY ROAD 200 E FOR 2.5 MI (4.0 KM) TO A T
 DR6860'INTERSECTION.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY ROAD 250 N
 DR6860'FOR 0.4 MI (0.6 KM) TO THE SOUTH ENTRANCE TO DAVIESS COUNTY AIRPORT.
 DR6860'GO NORTHEAST ON THE ENTRANCE ROAD FOR 250 FT (76.2 M) TO AN AIRFIELD
 DR6860'GATE.  CONTINUE NORTHEAST THROUGH THE GATE FOR 250 FT (76.2 M) TO
 DR6860'TAXIWAY A. TURN LEFT AND GO NORTH ON TAXIWAY A FOR 0.4 MI TO NORTH
 DR6860'EDGE OF AN ABANDONED TURF RUNWAY AND THE STATION ON THE LEFT.
 DR6860'
 DR6860'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 DR6860'TO REFUSAL AT A DEPTH OF 4 M (13.1 FT).  THE ROD IS FITTED WITH A 3 FT
 DR6860'(0.9 M) GREASED SLEEVE AND ENCASED IN A 5 INCH (13 CM) PVC PIPE WITH A
 DR6860'FLANGED WOOLPERT COVER, SURROUNDED BY A CONCRETE COLLAR.  IT IS 93 FT
 DR6860'(28.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF A STEEL GRATE ON A STORM
 DR6860'INLET, 25 FT (7.6 M) EAST OF THE TOP OF A DITCH BANK AND 16.4 FT (5.0
 DR6860'M) WEST OF THE WEST EDGE OF TAXIWAY A, IN LINE WITH THE FIELD LINE ON
 DR6860'THE NORTH EDGE OF ABANDONED TURF RUNWAY 09/27.  THIS MARK IS
 DR6860'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR6861 ***********************************************************************
 DR6861  SACS        -  This is a Secondary Airport Control Station.
 DR6861  DESIGNATION -  DCY B
 DR6861  PID         -  DR6861
 DR6861  STATE/COUNTY-  IN/DAVIESS
 DR6861  COUNTRY     -  US
 DR6861  USGS QUAD   -  WASHINGTON (2019)
 DR6861
 DR6861                         *CURRENT SURVEY CONTROL
 DR6861  ______________________________________________________________________
 DR6861* NAD 83(2011) POSITION- 38 42 21.22604(N) 087 07 51.24361(W)   ADJUSTED
 DR6861* NAD 83(2011) ELLIP HT-   107.217 (meters)        (02/11/21)   ADJUSTED
 DR6861* NAD 83(2011) EPOCH   -  2010.00
 DR6861* NAVD 88 ORTHO HEIGHT -   139.63  (meters)      458.1   (feet) GPS OBS
 DR6861  ______________________________________________________________________
 DR6861  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 DR6861  NAD 83(2011) X  -    249,465.253 (meters)                     COMP
 DR6861  NAD 83(2011) Y  - -4,977,645.321 (meters)                     COMP
 DR6861  NAD 83(2011) Z  -  3,966,958.206 (meters)                     COMP
 DR6861  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DR6861
 DR6861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6861  Standards:
 DR6861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6861  -------------------------------------------------------------------
 DR6861  NETWORK    0.44   1.14           0.20   0.15   0.58     -0.00959890
 DR6861  -------------------------------------------------------------------
 DR6861  Click here for local accuracies and other accuracy information.
 DR6861
 DR6861.This mark is at Daviess County Airport (DCY)
 DR6861
 DR6861.The horizontal coordinates were established by GPS observations
 DR6861.and adjusted by the WOOLPERT CONSULTANTS in February 2021.
 DR6861
 DR6861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6861.been affixed to the stable North American tectonic plate. See 
 DR6861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6861
 DR6861.The horizontal coordinates are valid at the epoch date displayed above
 DR6861.which is a decimal equivalence of Year/Month/Day.
 DR6861
 DR6861.The orthometric height was determined by GPS observations and a
 DR6861.high-resolution geoid model.
 DR6861
 DR6861.GPS derived orthometric heights for airport stations designated as
 DR6861.PACS or SACS are published to 2 decimal places.  This maintains
 DR6861.centimeter relative accuracy between the PACS and SACS.  It does
 DR6861.not indicate centimeter accuracy relative to other marks which are
 DR6861.part of the published vertical control network.
 DR6861
 DR6861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6861.GEOID18 height accuracy estimate available here.
 DR6861
 DR6861.Click photographs - Photos may exist for this station.
 DR6861
 DR6861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6861
 DR6861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6861
 DR6861.The ellipsoidal height was determined by GPS observations
 DR6861.and is referenced to NAD 83.
 DR6861
 DR6861. The following values were computed from the NAD 83(2011) position.
 DR6861
 DR6861;                    North         East     Units Scale Factor Converg.
 DR6861;SPC IN W     -   383,849.196   895,862.518   MT  0.99996688   -0 01 47.1
 DR6861;SPC IN W     - 1,259,345.24  2,939,175.61   sFT  0.99996688   -0 01 47.1
 DR6861;UTM  16      - 4,284,148.514   488,618.276   MT  0.99960160   -0 04 54.7
 DR6861
 DR6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6861!SPC IN W     -   0.99998318  x   0.99996688  =   0.99995006
 DR6861!UTM  16      -   0.99998318  x   0.99960160  =   0.99958478
 DR6861
 DR6861:                Primary Azimuth Mark                     Grid Az
 DR6861:SPC IN W     -  DCY A                                    180 01 00.2
 DR6861:UTM  16      -  DCY A                                    180 04 07.8
 DR6861
 DR6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8861884148(NAD 83)
 DR6861
 DR6861|---------------------------------------------------------------------|
 DR6861| PID    Reference Object                     Distance      Geod. Az  |
 DR6861|                                                           dddmmss.s |
 DR6861| DR6860 DCY A                               APPROX. 0.6 KM 1795913.1 |
 DR6861|---------------------------------------------------------------------|
 DR6861
 DR6861                          SUPERSEDED SURVEY CONTROL
 DR6861
 DR6861.No superseded survey control is available for this station.
 DR6861
 DR6861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR6861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6861_STAMPING: DCY B 2020
 DR6861_MARK LOGO: WOOLPT
 DR6861_PROJECTION: FLUSH
 DR6861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6861+STABILITY: SURFACE MOTION
 DR6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6861+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2020
 DR6861
 DR6861  HISTORY     - Date     Condition        Report By
 DR6861  HISTORY     - 20201123 MONUMENTED       WOOLPT
 DR6861
 DR6861                          STATION DESCRIPTION
 DR6861
 DR6861'DESCRIBED BY WOOLPERT CONSULTANTS 2020 (SLS)
 DR6861'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF EPSOM, 5.5
 DR6861'MI (8.8 KM) WEST-NORTHWEST OF MONTGOMERY AND 3.9 MI (6.3 KM) NORTHEAST
 DR6861'OF WASHINGTON, AT DAVIESS COUNTY AIRPORT.  OWNERSHIP--DAVIESS COUNTY
 DR6861'BOARD OF AVIATION, P. O. BOX 2338, WASHINGTON, IN 47501.  TELEPHONE
 DR6861'812-254-9934. AIRPORT MANAGER IS ERIC SEBER.
 DR6861'
 DR6861'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69 AND US HIGHWAY
 DR6861'50, GO WEST ON US HIGHWAY 50 FOR 0.53 MI (0.85 KM) TO THE TURN OFF TO
 DR6861'THE BUSINESS DISTRICT.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 50 FOR
 DR6861'0.1 MI (0.2 KM) TO COUNTY ROAD 200 E.  TURN RIGHT AND GO NORTH THEN
 DR6861'EAST FOR 0.15 MI (0.24 KM) TO A SHARP CURVE TO THE LEFT.  TURN LEFT
 DR6861'AND GO NORTH ON COUNTY ROAD 200 E FOR 2.5 MI (4.0 KM) TO A T
 DR6861'INTERSECTION.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY ROAD 250 N
 DR6861'FOR 0.4 MI (0.6 KM) TO THE SOUTH ENTRANCE TO DAVIESS COUNTY AIRPORT.
 DR6861'GO NORTHEAST ON THE ENTRANCE ROAD FOR 250 FT (76.2 M) TO AN AIRFIELD
 DR6861'GATE.  CONTINUE NORTHEAST THROUGH THE GATE FOR 250 FT (76.2 M) TO
 DR6861'TAXIWAY A. TURN LEFT AND GO NORTH ON TAXIWAY A FOR 0.75 MI (1.21 KM)
 DR6861'TO THE WINDSOCK AND THE STATION ON THE LEFT.
 DR6861'
 DR6861'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR6861'THE TOP OF A CONCRETE MONUMENT POURED 4 FT (1.2 M) DEEP.  IT IS 86 FT
 DR6861'(26.2 M)  EAST OF THE WINDSOCK, 25 FT (7.6 M) EAST OF THE TOP OF A
 DR6861'DITCH BANK AND 16.4 FT (5.0 M) WEST OF THE WEST EDGE OF TAXIWAY A.
 DR6861'THIS MARK IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR6862 ***********************************************************************
 DR6862  SACS        -  This is a Secondary Airport Control Station.
 DR6862  DESIGNATION -  DCY C
 DR6862  PID         -  DR6862
 DR6862  STATE/COUNTY-  IN/DAVIESS
 DR6862  COUNTRY     -  US
 DR6862  USGS QUAD   -  WASHINGTON (2019)
 DR6862
 DR6862                         *CURRENT SURVEY CONTROL
 DR6862  ______________________________________________________________________
 DR6862* NAD 83(2011) POSITION- 38 41 40.18934(N) 087 07 52.34752(W)   ADJUSTED
 DR6862* NAD 83(2011) ELLIP HT-   110.174 (meters)        (02/11/21)   ADJUSTED
 DR6862* NAD 83(2011) EPOCH   -  2010.00
 DR6862* NAVD 88 ORTHO HEIGHT -   142.58  (meters)      467.8   (feet) GPS OBS
 DR6862  ______________________________________________________________________
 DR6862  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 DR6862  NAD 83(2011) X  -    249,478.328 (meters)                     COMP
 DR6862  NAD 83(2011) Y  - -4,978,439.174 (meters)                     COMP
 DR6862  NAD 83(2011) Z  -  3,965,972.476 (meters)                     COMP
 DR6862  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 DR6862
 DR6862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6862  Standards:
 DR6862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6862  -------------------------------------------------------------------
 DR6862  NETWORK    0.42   1.12           0.19   0.15   0.57      0.02815366
 DR6862  -------------------------------------------------------------------
 DR6862  Click here for local accuracies and other accuracy information.
 DR6862
 DR6862.This mark is at Daviess County Airport (DCY)
 DR6862
 DR6862.The horizontal coordinates were established by GPS observations
 DR6862.and adjusted by the WOOLPERT CONSULTANTS in February 2021.
 DR6862
 DR6862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6862.been affixed to the stable North American tectonic plate. See 
 DR6862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6862
 DR6862.The horizontal coordinates are valid at the epoch date displayed above
 DR6862.which is a decimal equivalence of Year/Month/Day.
 DR6862
 DR6862.The orthometric height was determined by GPS observations and a
 DR6862.high-resolution geoid model.
 DR6862
 DR6862.GPS derived orthometric heights for airport stations designated as
 DR6862.PACS or SACS are published to 2 decimal places.  This maintains
 DR6862.centimeter relative accuracy between the PACS and SACS.  It does
 DR6862.not indicate centimeter accuracy relative to other marks which are
 DR6862.part of the published vertical control network.
 DR6862
 DR6862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6862.GEOID18 height accuracy estimate available here.
 DR6862
 DR6862.Click photographs - Photos may exist for this station.
 DR6862
 DR6862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6862
 DR6862.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6862
 DR6862.The ellipsoidal height was determined by GPS observations
 DR6862.and is referenced to NAD 83.
 DR6862
 DR6862. The following values were computed from the NAD 83(2011) position.
 DR6862
 DR6862;                    North         East     Units Scale Factor Converg.
 DR6862;SPC IN W     -   382,583.842   895,835.184   MT  0.99996688   -0 01 47.7
 DR6862;SPC IN W     - 1,255,193.82  2,939,085.93   sFT  0.99996688   -0 01 47.7
 DR6862;UTM  16      - 4,282,883.648   488,589.802   MT  0.99960160   -0 04 55.3
 DR6862
 DR6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6862!SPC IN W     -   0.99998271  x   0.99996688  =   0.99994959
 DR6862!UTM  16      -   0.99998271  x   0.99960160  =   0.99958432
 DR6862
 DR6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8858982883(NAD 83)
 DR6862
 DR6862                          SUPERSEDED SURVEY CONTROL
 DR6862
 DR6862.No superseded survey control is available for this station.
 DR6862
 DR6862_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6862_STAMPING: DCY C 2020
 DR6862_MARK LOGO: WOOLPT
 DR6862_PROJECTION: FLUSH
 DR6862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6862+STABILITY: SURFACE MOTION
 DR6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6862+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2020
 DR6862
 DR6862  HISTORY     - Date     Condition        Report By
 DR6862  HISTORY     - 20201123 MONUMENTED       WOOLPT
 DR6862
 DR6862                          STATION DESCRIPTION
 DR6862
 DR6862'DESCRIBED BY WOOLPERT CONSULTANTS 2020 (SLS)
 DR6862'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF
 DR6862'EPSOM, 5.1 MI (8.2 KM) WEST-NORTHWEST OF MONTGOMERY AND 3.3 MI (5.3
 DR6862'KM) NORTHEAST OF WASHINGTON, AT DAVIESS COUNTY AIRPORT.
 DR6862'OWNERSHIP--DAVIESS COUNTY BOARD OF AVIATION, P. O. BOX 2338,
 DR6862'WASHINGTON, IN 47501.  TELEPHONE 812-254-9934. AIRPORT MANAGER IS ERIC
 DR6862'SEBER.
 DR6862'
 DR6862'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69 AND US HIGHWAY
 DR6862'50, GO WEST ON US HIGHWAY 50 FOR 0.53 MI (0.85 KM) TO THE TURN OFF TO
 DR6862'THE BUSINESS DISTRICT.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 50 FOR
 DR6862'0.1 MI (0.2 KM) TO COUNTY ROAD 200 E.  TURN RIGHT AND GO NORTH THEN
 DR6862'EAST FOR 0.15 MI (0.24 KM) TO A SHARP CURVE TO THE LEFT.  TURN LEFT
 DR6862'AND GO NORTH ON COUNTY ROAD 200 E FOR 2.5 MI (4.0 KM) TO A T
 DR6862'INTERSECTION.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY ROAD 250 N
 DR6862'FOR 0.4 MI (0.6 KM) TO THE SOUTH ENTRANCE TO DAVIESS COUNTY AIRPORT.
 DR6862'GO NORTHEAST ON THE ENTRANCE ROAD FOR 250 FT (76.2 M) TO AN AIRFIELD
 DR6862'GATE.  CONTINUE NORTHEAST THROUGH THE GATE TO THE STATION ON THE
 DR6862'RIGHT.
 DR6862'
 DR6862'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR6862'THE TOP OF A CONCRETE MONUMENT POURED 4.1 FT (1.2 M) DEEP.  IT IS 99
 DR6862'FT (30.2 M) SOUTH OF A WINDSOCK, 42.65 FT (13.0 M) EAST OF THE FENCE
 DR6862'CORNER POST IN LINE WITH THE AIRFIELD GATE AND 30 FT (9.1 M) WEST OF
 DR6862'THE TOP OF A DITCH BANK.  THIS MARK IS DESIGNATED AS A SECONDARY
 DR6862'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ3052 ***********************************************************************
 DQ3052  DESIGNATION -  DE PAUW RM 2 RESET
 DQ3052  PID         -  DQ3052
 DQ3052  STATE/COUNTY-  IN/HARRISON
 DQ3052  COUNTRY     -  US
 DQ3052  USGS QUAD   -  DEPAUW (2019)
 DQ3052
 DQ3052                         *CURRENT SURVEY CONTROL
 DQ3052  ______________________________________________________________________
 DQ3052* NAD 83(2011) POSITION- 38 19 54.46694(N) 086 11 59.26174(W)   ADJUSTED
 DQ3052* NAD 83(2011) ELLIP HT-   212.871 (meters)        (10/06/17)   ADJUSTED
 DQ3052* NAD 83(2011) EPOCH   -  2010.00
 DQ3052* NAVD 88 ORTHO HEIGHT -   246.29  (meters)      808.0   (feet) RESET
 DQ3052  ______________________________________________________________________
 DQ3052  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 DQ3052  NAD 83(2011) X  -    332,039.399 (meters)                     COMP
 DQ3052  NAD 83(2011) Y  - -4,998,822.559 (meters)                     COMP
 DQ3052  NAD 83(2011) Z  -  3,934,532.040 (meters)                     COMP
 DQ3052  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 DQ3052  VERT ORDER      -  THIRD
 DQ3052
 DQ3052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3052  Standards:
 DQ3052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3052  -------------------------------------------------------------------
 DQ3052  NETWORK    0.46   1.04           0.20   0.17   0.53      0.05109572
 DQ3052  -------------------------------------------------------------------
 DQ3052  Click here for local accuracies and other accuracy information.
 DQ3052
 DQ3052.The horizontal coordinates were established by GPS observations
 DQ3052.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ3052
 DQ3052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3052.been affixed to the stable North American tectonic plate. See 
 DQ3052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3052
 DQ3052.The horizontal coordinates are valid at the epoch date displayed above
 DQ3052.which is a decimal equivalence of Year/Month/Day.
 DQ3052
 DQ3052.The orthometric height was computed from unverified reset data.
 DQ3052
 DQ3052.No vertical observational check was made to the station.
 DQ3052
 DQ3052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3052.GEOID18 height accuracy estimate available here.
 DQ3052
 DQ3052.Click photographs - Photos may exist for this station.
 DQ3052
 DQ3052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3052
 DQ3052.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3052
 DQ3052.The ellipsoidal height was determined by GPS observations
 DQ3052.and is referenced to NAD 83.
 DQ3052
 DQ3052. The following values were computed from the NAD 83(2011) position.
 DQ3052
 DQ3052;                    North         East     Units Scale Factor Converg.
 DQ3052;SPC IN E     -   342,456.573    53,387.192   MT  0.99999341   -0 19 50.4
 DQ3052;SPC IN E     - 1,123,542.94    175,154.48   sFT  0.99999341   -0 19 50.4
 DQ3052;UTM  16      - 4,242,932.476   569,938.678   MT  0.99966024   +0 29 46.7
 DQ3052
 DQ3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3052!SPC IN E     -   0.99996660  x   0.99999341  =   0.99996001
 DQ3052!UTM  16      -   0.99996660  x   0.99966024  =   0.99962685
 DQ3052
 DQ3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6993842932(NAD 83)
 DQ3052
 DQ3052                          SUPERSEDED SURVEY CONTROL
 DQ3052
 DQ3052.No superseded survey control is available for this station.
 DQ3052
 DQ3052_MARKER: F = FLANGE-ENCASED ROD
 DQ3052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ3052_STAMPING: DE PAUW RM2 RESET 2016
 DQ3052_MARK LOGO: NONE
 DQ3052_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3052_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ3052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3052+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 DQ3052_ROD/PIPE-DEPTH: 3.05 meters
 DQ3052_SLEEVE-DEPTH  : 0.9 meters
 DQ3052
 DQ3052  HISTORY     - Date     Condition        Report By
 DQ3052  HISTORY     - 20160302 MONUMENTED       INDOT
 DQ3052
 DQ3052                          STATION DESCRIPTION
 DQ3052
 DQ3052'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ3052'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF PALMYRA,
 DQ3052'4.5 MI (7.2 KM) EAST OF MILLTOWN AND 1.2 MI (1.9 KM) EAST-SOUTHEAST OF
 DQ3052'DEPAUW.  SET ON STATE RIGHT-OF-WAY.
 DQ3052'
 DQ3052'TO REACH FROM THE INTERSECTION OF STATE ROAD 64 AND STATE ROAD 337 IN
 DQ3052'DEPAUW, TRAVEL EAST 1.03 MI (1.66 KM) ON STATE ROAD 64 TO MONUMENT ON
 DQ3052'THE RIGHT (SOUTH).
 DQ3052'
 DQ3052'STATION IS FLUSH WITH THE GROUND, 60 FT (18.3 M) SOUTH OF THE
 DQ3052'CENTERLINE OF STATE ROAD 64 AT THE TOP OF BANK, 225 FT (68.6 M) EAST
 DQ3052'OF THE EAST EDGE OF THE PRIVATE DRIVE FOR 4075 STATE ROAD 64, 56.2 FT
 DQ3052'(17.1 M) NORTH-NORTHEAST FROM THE CENTER OF A POWER POLE, 210.9 FT
 DQ3052'(64.3 M) WEST-NORTHWEST FROM THE CENTER OF A POWER POLE, 267.8 FT
 DQ3052'(81.6 M) NORTHEAST FROM THE NORTHEAST CORNER OF A BARN.
 DQ3052'
 DQ3052'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ3052'CAP.  (2) DE PAUW REFERENCE MARK 2 IS NOT SCHEDULED TO BE REMOVED.  DE
 DQ3052'PAUW REFERENCE MARK 2 RESET WAS ESTABLISHED TO FACILITATE CLEAR-SKY
 DQ3052'GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0543 ***********************************************************************
 JZ0543  DESIGNATION -  DEA S 5
 JZ0543  PID         -  JZ0543
 JZ0543  STATE/COUNTY-  IN/DEARBORN
 JZ0543  COUNTRY     -  US
 JZ0543  USGS QUAD   -  GUILFORD (2019)
 JZ0543
 JZ0543                         *CURRENT SURVEY CONTROL
 JZ0543  ______________________________________________________________________
 JZ0543* NAD 83(1986) POSITION- 39 09 18.     (N) 084 52 41.     (W)   SCALED
 JZ0543* NAVD 88 ORTHO HEIGHT -   152.337 (meters)      499.79  (feet) ADJUSTED
 JZ0543  ______________________________________________________________________
 JZ0543  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 JZ0543  DYNAMIC HEIGHT  -        152.242 (meters)      499.48  (feet) COMP
 JZ0543  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 JZ0543
 JZ0543  VERT ORDER      -  FIRST     CLASS II
 JZ0543
 JZ0543.The horizontal coordinates were scaled from a map and have
 JZ0543.an estimated accuracy of +/- 6 seconds.
 JZ0543
 JZ0543.The orthometric height was determined by differential leveling and
 JZ0543.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0543.in June 1991.
 JZ0543
 JZ0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0543.GEOID18 height accuracy estimate available here.
 JZ0543
 JZ0543.Click photographs - Photos may exist for this station.
 JZ0543
 JZ0543.The dynamic height is computed by dividing the NAVD 88
 JZ0543.geopotential number by the normal gravity value computed on the
 JZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0543.degrees latitude (g = 980.6199 gals.).
 JZ0543
 JZ0543.The modeled gravity was interpolated from observed gravity values.
 JZ0543
 JZ0543;                    North         East    Units  Estimated Accuracy
 JZ0543;SPC IN E     -   434,000.      168,160.      MT  (+/- 180 meters Scaled)
 JZ0543
 JZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ833361(NAD 83)
 JZ0543
 JZ0543                          SUPERSEDED SURVEY CONTROL
 JZ0543
 JZ0543  NGVD 29 (??/??/92)  152.543  (m)          500.47   (f) ADJ UNCH    1 2
 JZ0543
 JZ0543.Superseded values are not recommended for survey control.
 JZ0543
 JZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0543.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0543
 JZ0543_MARKER: DD = SURVEY DISK
 JZ0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0543_SP_SET: BRIDGE WHEEL GUARD
 JZ0543_STAMPING: DEAS 5
 JZ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0543
 JZ0543  HISTORY     - Date     Condition        Report By
 JZ0543  HISTORY     - UNK      MONUMENTED       INHD
 JZ0543  HISTORY     - 1947     GOOD             CGS
 JZ0543  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0543
 JZ0543                          STATION DESCRIPTION
 JZ0543
 JZ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0543'2.2 MI SE FROM GUILFORD.
 JZ0543'2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT
 JZ0543'GUILFORD, SET IN THE TOP OF THE WEST END OF THE NORTH WHEEL
 JZ0543'GUARD OF A LARGE STEEL AND CONCRETE HIGHWAY BRIDGE OVER SALT
 JZ0543'CREEK, 14 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE
 JZ0543'OF THE HIGHWAY.
 JZ0543
 JZ0543                          STATION RECOVERY (1986)
 JZ0543
 JZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0569 ***********************************************************************
 JZ0569  DESIGNATION -  DEA S 7
 JZ0569  PID         -  JZ0569
 JZ0569  STATE/COUNTY-  IN/DEARBORN
 JZ0569  COUNTRY     -  US
 JZ0569  USGS QUAD   -  AURORA (2019)
 JZ0569
 JZ0569                         *CURRENT SURVEY CONTROL
 JZ0569  ______________________________________________________________________
 JZ0569* NAD 83(1986) POSITION- 39 03 32.     (N) 084 54 10.     (W)   SCALED
 JZ0569* NAVD 88 ORTHO HEIGHT -   149.643 (meters)      490.95  (feet) ADJUSTED
 JZ0569  ______________________________________________________________________
 JZ0569  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 JZ0569  DYNAMIC HEIGHT  -        149.549 (meters)      490.65  (feet) COMP
 JZ0569  MODELED GRAVITY -    979,998.2   (mgal)                       NAVD 88
 JZ0569
 JZ0569  VERT ORDER      -  FIRST     CLASS II
 JZ0569
 JZ0569.The horizontal coordinates were scaled from a map and have
 JZ0569.an estimated accuracy of +/- 6 seconds.
 JZ0569
 JZ0569.The orthometric height was determined by differential leveling and
 JZ0569.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0569.in June 1991.
 JZ0569
 JZ0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0569.GEOID18 height accuracy estimate available here.
 JZ0569
 JZ0569.Click photographs - Photos may exist for this station.
 JZ0569
 JZ0569.The dynamic height is computed by dividing the NAVD 88
 JZ0569.geopotential number by the normal gravity value computed on the
 JZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0569.degrees latitude (g = 980.6199 gals.).
 JZ0569
 JZ0569.The modeled gravity was interpolated from observed gravity values.
 JZ0569
 JZ0569;                    North         East    Units  Estimated Accuracy
 JZ0569;SPC IN E     -   423,310.      166,120.      MT  (+/- 180 meters Scaled)
 JZ0569
 JZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ814254(NAD 83)
 JZ0569
 JZ0569                          SUPERSEDED SURVEY CONTROL
 JZ0569
 JZ0569  NGVD 29 (??/??/92)  149.854  (m)          491.65   (f) ADJ UNCH    1 2
 JZ0569
 JZ0569.Superseded values are not recommended for survey control.
 JZ0569
 JZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0569.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0569
 JZ0569_STAMPING: DEA S 7
 JZ0569
 JZ0569  HISTORY     - Date     Condition        Report By
 JZ0569  HISTORY     - UNK      MONUMENTED       INHD
 JZ0569  HISTORY     - 1964     GOOD             CGS
 JZ0569  HISTORY     - 20130716 MARK NOT FOUND   INDOT
 JZ0569
 JZ0569                          STATION DESCRIPTION
 JZ0569
 JZ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0569'AT AURORA.
 JZ0569'AT AURORA, ABOUT 0.1 MILE NORTH OF THE BALTIMORE AND OHIO RAILROAD
 JZ0569'STATION, ALONG U.S. HIGHWAY 50, SET IN THE TOP AT THE SOUTHWEST
 JZ0569'END OF THE NORTHWEST CONCRETE SIDEWALK ALONG THE NORTHWEST SIDE
 JZ0569'OF HIGHWAY BRIDGE OVER HOGAN CREEK, 21.6 FEET NORTHWEST OF THE
 JZ0569'CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAY AND ABOUT 1 FOOT
 JZ0569'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 JZ0569
 JZ0569                          STATION RECOVERY (2013)
 JZ0569
 JZ0569'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JZ0569'MARK NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2406 ***********************************************************************
 LB2406  DESIGNATION -  DEACON
 LB2406  PID         -  LB2406
 LB2406  STATE/COUNTY-  IN/CASS
 LB2406  COUNTRY     -  US
 LB2406  USGS QUAD   -  YOUNG AMERICA (2019)
 LB2406
 LB2406                         *CURRENT SURVEY CONTROL
 LB2406  ______________________________________________________________________
 LB2406* NAD 83(1997) POSITION- 40 37 10.99169(N) 086 18 20.07686(W)   ADJUSTED
 LB2406* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 LB2406  ______________________________________________________________________
 LB2406  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 LB2406  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 LB2406  HORZ ORDER      -  SECOND
 LB2406
 LB2406.The horizontal coordinates were established by classical geodetic methods
 LB2406.and adjusted by the National Geodetic Survey in May 1999.
 LB2406
 LB2406.The orthometric height was scaled from a topographic map.
 LB2406
 LB2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2406.GEOID18 height accuracy estimate available here.
 LB2406
 LB2406.Click photographs - Photos may exist for this station.
 LB2406
 LB2406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2406
 LB2406. The following values were computed from the NAD 83(1997) position.
 LB2406
 LB2406;                    North         East     Units Scale Factor Converg.
 LB2406;SPC IN E     -   596,525.650    45,939.033   MT  1.00000263   -0 24 57.5
 LB2406;SPC IN E     - 1,957,101.24    150,718.31   sFT  1.00000263   -0 24 57.5
 LB2406;SPC IN W     -   596,620.214   965,809.447   MT  1.00001995   +0 30 22.9
 LB2406;SPC IN W     - 1,957,411.49  3,168,659.83   sFT  1.00001995   +0 30 22.9
 LB2406;UTM  16      - 4,496,775.499   558,736.639   MT  0.99964246   +0 27 07.6
 LB2406
 LB2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2406!SPC IN E     -   0.99996901  x   1.00000263  =   0.99997164
 LB2406!SPC IN W     -   0.99996901  x   1.00001995  =   0.99998896
 LB2406!UTM  16      -   0.99996901  x   0.99964246  =   0.99961148
 LB2406
 LB2406:                Primary Azimuth Mark                     Grid Az
 LB2406:SPC IN E     -  DEACON AZ MK                             088 25 36.5
 LB2406:SPC IN W     -  DEACON AZ MK                             087 30 16.1
 LB2406:UTM  16      -  DEACON AZ MK                             087 33 31.4
 LB2406
 LB2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5873696775(NAD 83)
 LB2406
 LB2406|---------------------------------------------------------------------|
 LB2406| PID    Reference Object                     Distance      Geod. Az  |
 LB2406|                                                           dddmmss.s |
 LB2406| CC8587 DEACON RM 1                          30.648 METERS 01738     |
 LB2406| CC8586 DEACON AZ MK                                       0880039.0 |
 LB2406| CC8588 DEACON RM 2                          12.976 METERS 11039     |
 LB2406|---------------------------------------------------------------------|
 LB2406
 LB2406                          SUPERSEDED SURVEY CONTROL
 LB2406
 LB2406  NAD 83(1986)-  40 37 10.99630(N)    086 18 20.08850(W) AD(       ) 2
 LB2406  NAD 27      -  40 37 10.85530(N)    086 18 20.09350(W) AD(       ) 2
 LB2406
 LB2406.Superseded values are not recommended for survey control.
 LB2406
 LB2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2406.See file dsdata.pdf to determine how the superseded data were derived.
 LB2406
 LB2406_MARKER: DS = TRIANGULATION STATION DISK
 LB2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2406_STAMPING: DEACON 1954
 LB2406_MARK LOGO: CGS
 LB2406_PROJECTION: FLUSH
 LB2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2406+STABILITY: SURFACE MOTION
 LB2406
 LB2406  HISTORY     - Date     Condition        Report By
 LB2406  HISTORY     - 1954     MONUMENTED       CGS
 LB2406
 LB2406                          STATION DESCRIPTION
 LB2406
 LB2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2406'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF GALVESTON ON
 LB2406'PROPERTY OWNED BY TOM MARSHALL.  IT IS 141 FEET SOUTHEAST OF THE
 LB2406'SOUTHEAST CORNER OF A FRAME HOUSE, 102 FEET SOUTHWEST OF THE
 LB2406'SOUTHWEST CORNER OF A LARGE BARN, 80 FEET EAST OF A BOARD FENCE, 34
 LB2406'FEET NORTHEAST OF A 36 INCH MAPLE TREE, 33 FEET NORTH OF THE
 LB2406'CENTER OF A GRAVEL ROAD AND 18 FEET NORTH OF A WHITE WITNESS POST
 LB2406'AND A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2406'DEACON 1954.
 LB2406'
 LB2406'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE
 LB2406'BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED DEACON NO 1 1954.
 LB2406'
 LB2406'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 LB2406'4 FEET WEST OF A FARM GATE AND 1 FOOT NORTH OF A FENCE LINE.  THE
 LB2406'MARK IS FLUSH AND THE DISK IS STAMPED DEACON NO 2 1954.
 LB2406'
 LB2406'AZIMUTH MARK IS 77 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL
 LB2406'CROSSROAD, 17 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTH
 LB2406'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 LB2406'PROJECTS 2 INCHES AND THE DISK IS STAMPED DEACON 1954.
 LB2406'
 LB2406'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2406'HIGHWAY 18 IN GALVESTON, GO WEST ON HIGHWAY 18 FOR 5.6 MILES TO A
 LB2406'SIDE ROAD RIGHT AND HIGHWAY 18 TURNS LEFT, TURN RIGHT AND GO NORTH ON
 LB2406'GRAVEL ROAD FOR 3.0 MILES TO A GRAVEL CROSSROAD AND THE AZIMUTH
 LB2406'MARK IN THE NORTHEAST ANGLE AS DESCRIBED.  TURN LEFT AND GO WEST ON
 LB2406'GRAVEL ROAD FOR 0.4 MILE TO A HOUSE AND BARN ON THE RIGHT AND THE
 LB2406'STATION ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 LB2406'
 LB2406'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3379 ***********************************************************************
 JZ3379  DESIGNATION -  DEARBORN
 JZ3379  PID         -  JZ3379
 JZ3379  STATE/COUNTY-  IN/JOHNSON
 JZ3379  COUNTRY     -  US
 JZ3379  USGS QUAD   -  MARIETTA (2019)
 JZ3379
 JZ3379                         *CURRENT SURVEY CONTROL
 JZ3379  ______________________________________________________________________
 JZ3379* NAD 83(1997) POSITION- 39 24 07.38639(N) 085 59 12.16583(W)   ADJUSTED
 JZ3379* NAVD 88 ORTHO HEIGHT -   208.69  (+/-2cm)      684.7   (feet) VERTCON3
 JZ3379  ______________________________________________________________________
 JZ3379  GEOID HEIGHT    -        -33.532 (meters)                     GEOID18
 JZ3379  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 JZ3379  HORZ ORDER      -  SECOND
 JZ3379  VERT ORDER      -  THIRD ? (See Below)
 JZ3379
 JZ3379.The horizontal coordinates were established by classical geodetic methods
 JZ3379.and adjusted by the National Geodetic Survey in May 1999.
 JZ3379
 JZ3379.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3379
 JZ3379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3379.GEOID18 height accuracy estimate available here.
 JZ3379
 JZ3379.The vertical order pertains to the NGVD 29 superseded value.
 JZ3379
 JZ3379.Click photographs - Photos may exist for this station.
 JZ3379
 JZ3379.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3379
 JZ3379. The following values were computed from the NAD 83(1997) position.
 JZ3379
 JZ3379;                    North         East     Units Scale Factor Converg.
 JZ3379;SPC IN E     -   461,179.189    72,434.037   MT  0.99997602   -0 12 11.4
 JZ3379;SPC IN E     - 1,513,052.06    237,644.00   sFT  0.99997602   -0 12 11.4
 JZ3379;UTM  16      - 4,361,883.968   587,244.488   MT  0.99969372   +0 38 35.6
 JZ3379
 JZ3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3379!SPC IN E     -   0.99997252  x   0.99997602  =   0.99994854
 JZ3379!UTM  16      -   0.99997252  x   0.99969372  =   0.99966625
 JZ3379
 JZ3379:                Primary Azimuth Mark                     Grid Az
 JZ3379:SPC IN E     -  DAVIESS                                  159 22 03.3
 JZ3379:UTM  16      -  DAVIESS                                  158 31 16.3
 JZ3379
 JZ3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8724461883(NAD 83)
 JZ3379
 JZ3379|---------------------------------------------------------------------|
 JZ3379| PID    Reference Object                     Distance      Geod. Az  |
 JZ3379|                                                           dddmmss.s |
 JZ3379| CC8589 DEARBORN RM                           5.655 METERS 09004     |
 JZ3379| JZ3380 DAVIESS                             APPROX. 2.2 KM 1590951.9 |
 JZ3379|---------------------------------------------------------------------|
 JZ3379
 JZ3379                          SUPERSEDED SURVEY CONTROL
 JZ3379
 JZ3379  NAD 83(1986)-  39 24 07.39880(N)    085 59 12.22331(W) AD(       ) 2
 JZ3379  NAD 27      -  39 24 07.21500(N)    085 59 12.26000(W) AD(       ) 2
 JZ3379  USSD        -  39 24 07.29400(N)    085 59 12.06900(W) AD(       ) 3
 JZ3379  NGVD 29             208.81   (m)          685.1    (f) LEVELING    3  
 JZ3379
 JZ3379.Superseded values are not recommended for survey control.
 JZ3379
 JZ3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3379.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3379
 JZ3379_MARKER: DS = TRIANGULATION STATION DISK
 JZ3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3379_STAMPING: DEARBORN 1920
 JZ3379_MARK LOGO: CGS
 JZ3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3379+STABILITY: SURFACE MOTION
 JZ3379
 JZ3379  HISTORY     - Date     Condition        Report By
 JZ3379  HISTORY     - 1920     MONUMENTED       CGS
 JZ3379
 JZ3379                          STATION DESCRIPTION
 JZ3379
 JZ3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3379'ABOUT 3-1/2 MILES N OF EDINBURG ON THE E SIDE OF THE PENNSYLVANIA
 JZ3379'RAILROAD RIGHT-OF-WAY, 2.750 METERS- 9.02 FEET- FROM THE E AND
 JZ3379'NEAREST RAIL, 65 YARDS N OF MILEPOST I 27, AND ABOUT OPPOSITE THE
 JZ3379'POINT WHERE THE INTERURBAN LINE CEASES TO PARALLEL THE
 JZ3379'RAILROAD AND CURVES TO THE WESTWARD. THE STATION, UNDERGROUND, AND
 JZ3379'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3379'THE REFERENCE MARK IS IN THE RIGHT-OF-WAY
 JZ3379'FENCE LINE ON THE SAME SIDE OF THE TRACK AS THE STATION 5.655
 JZ3379'METERS - 18.55 FEET - FROM THE STATION S 89 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2438 ***********************************************************************
 LB2438  DESIGNATION -  DEASY
 LB2438  PID         -  LB2438
 LB2438  STATE/COUNTY-  IN/CASS
 LB2438  COUNTRY     -  US
 LB2438  USGS QUAD   -  LUCERNE (2019)
 LB2438
 LB2438                         *CURRENT SURVEY CONTROL
 LB2438  ______________________________________________________________________
 LB2438* NAD 83(1997) POSITION- 40 49 06.97676(N) 086 27 15.68242(W)   ADJUSTED
 LB2438* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 LB2438  ______________________________________________________________________
 LB2438  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 LB2438  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LB2438  HORZ ORDER      -  THIRD
 LB2438
 LB2438.The horizontal coordinates were established by classical geodetic methods
 LB2438.and adjusted by the National Geodetic Survey in May 1999.
 LB2438
 LB2438.The orthometric height was scaled from a topographic map.
 LB2438
 LB2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2438.GEOID18 height accuracy estimate available here.
 LB2438
 LB2438.Click photographs - Photos may exist for this station.
 LB2438
 LB2438.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2438
 LB2438. The following values were computed from the NAD 83(1997) position.
 LB2438
 LB2438;                    North         East     Units Scale Factor Converg.
 LB2438;SPC IN E     -   618,713.117    33,548.141   MT  1.00002100   -0 30 53.7
 LB2438;SPC IN E     - 2,029,894.62    110,065.86   sFT  1.00002100   -0 30 53.7
 LB2438;SPC IN W     -   618,604.909   953,062.310   MT  1.00000131   +0 24 40.1
 LB2438;SPC IN W     - 2,029,539.61  3,126,838.60   sFT  1.00000131   +0 24 40.1
 LB2438;UTM  16      - 4,518,764.001   546,015.158   MT  0.99962606   +0 21 24.0
 LB2438
 LB2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2438!SPC IN E     -   0.99996989  x   1.00002100  =   0.99999089
 LB2438!SPC IN W     -   0.99996989  x   1.00000131  =   0.99997120
 LB2438!UTM  16      -   0.99996989  x   0.99962606  =   0.99959596
 LB2438
 LB2438:                Primary Azimuth Mark                     Grid Az
 LB2438:SPC IN E     -  CENTER                                   324 22 14.9
 LB2438:SPC IN W     -  CENTER                                   323 26 41.1
 LB2438:UTM  16      -  CENTER                                   323 29 57.2
 LB2438
 LB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4601518764(NAD 83)
 LB2438
 LB2438|---------------------------------------------------------------------|
 LB2438| PID    Reference Object                     Distance      Geod. Az  |
 LB2438|                                                           dddmmss.s |
 LB2438| CC8590 DEASY AZ MK                                        1395658.4 |
 LB2438| CC8592 DEASY RM 2                           21.928 METERS 23158     |
 LB2438| LB2621 CENTER                              APPROX. 6.6 KM 3235121.2 |
 LB2438| CC8591 DEASY RM 1                           21.865 METERS 33708     |
 LB2438|---------------------------------------------------------------------|
 LB2438
 LB2438                          SUPERSEDED SURVEY CONTROL
 LB2438
 LB2438  NAD 83(1986)-  40 49 06.98288(N)    086 27 15.69231(W) AD(       ) 3
 LB2438  NAD 27      -  40 49 06.82800(N)    086 27 15.68090(W) AD(       ) 3
 LB2438
 LB2438.Superseded values are not recommended for survey control.
 LB2438
 LB2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2438.See file dsdata.pdf to determine how the superseded data were derived.
 LB2438
 LB2438_MARKER: DS = TRIANGULATION STATION DISK
 LB2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2438_STAMPING: DEASY 1948
 LB2438_MARK LOGO: CGS
 LB2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2438+STABILITY: SURFACE MOTION
 LB2438
 LB2438  HISTORY     - Date     Condition        Report By
 LB2438  HISTORY     - 1948     MONUMENTED       CGS
 LB2438  HISTORY     - 1979     GOOD             NGS
 LB2438
 LB2438                          STATION DESCRIPTION
 LB2438
 LB2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2438'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LOGANSPORT, 5 MILES
 LB2438'NORTHEAST OF LAKE CICOTT AND 4 MILES SOUTHEAST OF ROYAL CENTER JUST
 LB2438'OFF THE RIGHT OF WAY OF U. S. HIGHWAY 35 AND STATE HIGHWAY 29.  IT
 LB2438'IS 69 FEET WEST OF CENTER OF U. S. HIGHWAY 35 AND STATE HIGHWAY 29
 LB2438'AND 17 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 LB2438'INCHES AND THE DISK IS STAMPED DEASY 1948.
 LB2438'
 LB2438'REFERENCE MARK NO. 1 IS 71.75 FEET NORTH OF STATION.  IT IS 52 FEET
 LB2438'WEST OF CENTER OF HIGHWAYS 35 AND 29 AND 28 FEET NORTH OF A FARM
 LB2438'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2438'DEASY NO 1 1948.
 LB2438'
 LB2438'REFERENCE MARK NO. 2 IS 71.96 FEET SOUTHWEST OF STATION.  IT IS 8
 LB2438'FEET WEST OF FARM ROAD ON THE EAST EDGE OF A SMALL GROVE OF OAK
 LB2438'TREES.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2438'DEASY NO 2 1948.
 LB2438'
 LB2438'AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF STATION.  IT IS 49 FEET EAST
 LB2438'OF CENTER OF HIGHWAYS 35 AND 29, 3 FEET NORTH OF A WHITE WITNESS POST
 LB2438'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LB2438'DISK IS STAMPED DEASY 1948.
 LB2438'
 LB2438'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 35 AND 24 AND
 LB2438'STATE HIGHWAY 29 IN LOGANSPORT, GO WEST ON HIGHWAYS 35, 24 AND 29
 LB2438'FOR 1.9 MILES TO THE JUNCTION OF U. S. HIGHWAY 24, TURN RIGHT AND GO
 LB2438'NORTH ON HIGHWAYS 35 AND 29 FOR 4.8 MILES TO THE AZIMUTH MARK ON
 LB2438'RIGHT OR EAST OF HIGHWAYS AS DESCRIBED.  CONTINUE NORTH ON
 LB2438'HIGHWAYS FOR 0.35 MILE TO STATION ON LEFT OR WEST OF
 LB2438'HIGHWAYS AS DESCRIBED.
 LB2438'
 LB2438'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2438
 LB2438                          STATION RECOVERY (1979)
 LB2438
 LB2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB2438'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LB2438'FOUND.  THE AZIMUTH MARK WAS TILTED SLIGHTLY TO THE SOUTH AND SHOWS
 LB2438'SIGNS OF BEING HIT ON THE N CORNER.  THE AZIMUTH MARK IS NOT VISIBLE
 LB2438'AT GROUND LEVEL AS LARGE TREES BLOCK LINE OF SIGHT.  THE DISTANCE TO
 LB2438'REFERENCE MARK 1 WAS SHORTER BY 0.01 FOOT.  REFERENCE MARK 2 WAS
 LB2438'LONGER BY 0.02 FOOT.  THE ANGLE BETWEEN THE MARKS WAS LARGER BY 6
 LB2438'MINUTES AND 44 SECONDS.
 LB2438'
 LB2438'THE 1948 TO REACH IS ADEQUATE.  THE DESCRIPTION IS ADEQUATE WITH THE
 LB2438'ADDITIONAL REFERENCES.  THE STATION IS 19.5 FEET W OF A FENCE LINE AND
 LB2438'A METAL WITNESS POST AND 69 FEET E OF A 36 INCH TWIN TRUNK OAK TREE.
 LB2438'
 LB2438'REFERENCE MARK 1 IS 72 FEET N OF THE METAL WITNESS POST, 29 FEET
 LB2438'SOUTH OF A 36 INCH OAK TREE.
 LB2438'
 LB2438'REFERENCE MARK 2 IS 140 FEET W OF THE CENTERLINE OF HIGHWAY AND 14
 LB2438'FEET S OF THE 36 INCH TWIN TRUNK TREE.
 LB2438'
 LB2438'THE AZIMUTH MARK IS 49 FEET E OF CENTER LINE OF THE HIGHWAY, 1 FOOT
 LB2438'W OF FENCE LINE AND 1 FOOT N OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1836 ***********************************************************************
 JZ1836  DESIGNATION -  DEC S 4
 JZ1836  PID         -  JZ1836
 JZ1836  STATE/COUNTY-  IN/DECATUR
 JZ1836  COUNTRY     -  US
 JZ1836  USGS QUAD   -  NEW POINT (2019)
 JZ1836
 JZ1836                         *CURRENT SURVEY CONTROL
 JZ1836  ______________________________________________________________________
 JZ1836* NAD 83(1986) POSITION- 39 18 53.3    (N) 085 21 38.4    (W)   HD_HELD2
 JZ1836* NAVD 88 ORTHO HEIGHT -   303.124 (meters)      994.50  (feet) ADJUSTED
 JZ1836  ______________________________________________________________________
 JZ1836  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 JZ1836  DYNAMIC HEIGHT  -        302.934 (meters)      993.88  (feet) COMP
 JZ1836  MODELED GRAVITY -    979,991.9   (mgal)                       NAVD 88
 JZ1836
 JZ1836  VERT ORDER      -  FIRST     CLASS II
 JZ1836
 JZ1836.The horizontal coordinates were established by autonomous hand held GPS
 JZ1836.observations and have an estimated accuracy of +/- 10 meters.
 JZ1836
 JZ1836.The orthometric height was determined by differential leveling and
 JZ1836.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1836.in June 1991.
 JZ1836
 JZ1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1836.GEOID18 height accuracy estimate available here.
 JZ1836
 JZ1836.Click photographs - Photos may exist for this station.
 JZ1836
 JZ1836.The dynamic height is computed by dividing the NAVD 88
 JZ1836.geopotential number by the normal gravity value computed on the
 JZ1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1836.degrees latitude (g = 980.6199 gals.).
 JZ1836
 JZ1836.The modeled gravity was interpolated from observed gravity values.
 JZ1836
 JZ1836;                    North         East    Units  Estimated Accuracy
 JZ1836;SPC IN E     -   451,489.      126,389.      MT  (+/- 10 meters HH2 GPS)
 JZ1836
 JZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4132552992(NAD 83)
 JZ1836
 JZ1836                          SUPERSEDED SURVEY CONTROL
 JZ1836
 JZ1836  NGVD 29 (??/??/92)  303.257  (m)          994.94   (f) ADJ UNCH    1 2
 JZ1836
 JZ1836.Superseded values are not recommended for survey control.
 JZ1836
 JZ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1836.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1836
 JZ1836_MARKER: DD = SURVEY DISK
 JZ1836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1836_SP_SET: HEADWALL
 JZ1836_STAMPING: DEC S 4
 JZ1836_MARK LOGO: CGS
 JZ1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1836+STABILITY: SURFACE MOTION
 JZ1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1836+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2013
 JZ1836
 JZ1836  HISTORY     - Date     Condition        Report By
 JZ1836  HISTORY     - UNK      MONUMENTED       INHD
 JZ1836  HISTORY     - 1947     GOOD             CGS
 JZ1836  HISTORY     - 1986     GOOD             NGS
 JZ1836  HISTORY     - 20131130 GOOD             GEOCAC
 JZ1836
 JZ1836                          STATION DESCRIPTION
 JZ1836
 JZ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1836'1.8 MI NW FROM NEW POINT.
 JZ1836'ABOUT 1.75 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1836'FROM THE STATION AT NEW POINT, AT POLE NO. 55/32, OPPOSITE
 JZ1836'RAILROAD BRIDGE NO. 329, SET IN THE TOP OF THE CENTER OF THE
 JZ1836'SOUTH HEAD WALL OF A 10-FOOT CONCRETE HIGHWAY CULVERT, 24 FEET
 JZ1836'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 46, ABOUT 12 FEET
 JZ1836'BELOW THE TRACK AND LEVEL WITH THE HIGHWAY.
 JZ1836
 JZ1836                          STATION RECOVERY (1986)
 JZ1836
 JZ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1836'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8
 JZ1836'MI) SOUTHERLY ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION
 JZ1836'WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 12.0 KM (7.45 MI)
 JZ1836'SOUTHEASTERLY ALONG STATE HIGHWAY 46, OR 1.9 KM (1.2 MI) SOUTHWESTERLY
 JZ1836'ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 74
 JZ1836'IN BATESVILLE, THENCE 12.1 KM (7.5 MI) NORTHWESTERLY ALONG THE CONRAIL
 JZ1836'RAILROAD, IN THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF A
 JZ1836'10-FOOT CULVERT UNDER THE HIGHWAY, 22.0 M (72.2 FT) NORTHEAST OF THE
 JZ1836'NEAR RAIL, AND 7.3 M (24.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JZ1836'HIGHWAY.
 JZ1836'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JZ1836
 JZ1836                          STATION RECOVERY (2013)
 JZ1836
 JZ1836'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ1836'BENCHMARK WAS FOUND AS DESCRIBED ON STATE ROAD 46, EAST OF S COUNTY
 JZ1836'ROAD 600 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1968 ***********************************************************************
 KA1968  CBN         -  This is a Cooperative Base Network Control Station.
 KA1968  DESIGNATION -  DECALB
 KA1968  PID         -  KA1968
 KA1968  STATE/COUNTY-  IN/JOHNSON
 KA1968  COUNTRY     -  US
 KA1968  USGS QUAD   -  FRANKLIN (2019)
 KA1968
 KA1968                         *CURRENT SURVEY CONTROL
 KA1968  ______________________________________________________________________
 KA1968* NAD 83(2011) POSITION- 39 27 24.44666(N) 086 01 07.96016(W)   ADJUSTED
 KA1968* NAD 83(2011) ELLIP HT-   188.774 (meters)        (06/27/12)   ADJUSTED
 KA1968* NAD 83(2011) EPOCH   -  2010.00
 KA1968* NAVD 88 ORTHO HEIGHT -   222.1   (meters)      729.    (feet) GPS OBS
 KA1968  ______________________________________________________________________
 KA1968  NAVD 88 orthometric height was determined with geoid model    GEOID96
 KA1968  GEOID HEIGHT    -        -33.275 (meters)                     GEOID96
 KA1968  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 KA1968  NAD 83(2011) X  -    342,376.334 (meters)                     COMP
 KA1968  NAD 83(2011) Y  - -4,919,502.130 (meters)                     COMP
 KA1968  NAD 83(2011) Z  -  4,031,720.626 (meters)                     COMP
 KA1968  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 KA1968
 KA1968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1968  Standards:
 KA1968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1968  -------------------------------------------------------------------
 KA1968  NETWORK    0.78   1.67           0.36   0.26   0.85     -0.05737868
 KA1968  -------------------------------------------------------------------
 KA1968  Click here for local accuracies and other accuracy information.
 KA1968
 KA1968.The horizontal coordinates were established by GPS observations
 KA1968.and adjusted by the National Geodetic Survey in June 2012.
 KA1968
 KA1968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1968.been affixed to the stable North American tectonic plate. See 
 KA1968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1968
 KA1968.The horizontal coordinates are valid at the epoch date displayed above
 KA1968.which is a decimal equivalence of Year/Month/Day.
 KA1968
 KA1968.The orthometric height was determined by GPS observations and a
 KA1968.high-resolution geoid model.
 KA1968
 KA1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1968.GEOID18 height accuracy estimate available here.
 KA1968
 KA1968.Click photographs - Photos may exist for this station.
 KA1968
 KA1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1968
 KA1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1968
 KA1968.The ellipsoidal height was determined by GPS observations
 KA1968.and is referenced to NAD 83.
 KA1968
 KA1968. The following values were computed from the NAD 83(2011) position.
 KA1968
 KA1968;                    North         East     Units Scale Factor Converg.
 KA1968;SPC IN E     -   467,266.648    69,687.338   MT  0.99997798   -0 13 25.8
 KA1968;SPC IN E     - 1,533,023.99    228,632.54   sFT  0.99997798   -0 13 25.8
 KA1968;UTM  16      - 4,367,928.433   584,408.928   MT  0.99968772   +0 37 24.7
 KA1968
 KA1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1968!SPC IN E     -   0.99997038  x   0.99997798  =   0.99994837
 KA1968!UTM  16      -   0.99997038  x   0.99968772  =   0.99965811
 KA1968
 KA1968:                Primary Azimuth Mark                     Grid Az
 KA1968:SPC IN E     -  DECATURE                                 156 01 06.8
 KA1968:UTM  16      -  DECATURE                                 155 10 16.3
 KA1968
 KA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8440867928(NAD 83)
 KA1968
 KA1968|---------------------------------------------------------------------|
 KA1968| PID    Reference Object                     Distance      Geod. Az  |
 KA1968|                                                           dddmmss.s |
 KA1968| KA1969 DECATURE                            APPROX. 1.7 KM 1554741.0 |
 KA1968| CC8593 DECALB RM                            18.860 METERS 19252     |
 KA1968| KA1967 DELAWARE                            APPROX. 0.5 KM 3233534.6 |
 KA1968| KA1970 FRANKLIN MFG CO WATER TANK          APPROX. 4.5 KM 3255703.6 |
 KA1968|---------------------------------------------------------------------|
 KA1968
 KA1968                          SUPERSEDED SURVEY CONTROL
 KA1968
 KA1968  NAD 83(2007)-  39 27 24.44675(N)    086 01 07.96108(W) AD(2002.00) 0
 KA1968  ELLIP H (02/10/07)  188.794  (m)                       GP(2002.00)    
 KA1968  NAD 83(1997)-  39 27 24.44694(N)    086 01 07.96102(W) AD(       ) B
 KA1968  ELLIP H (04/10/98)  188.800  (m)                       GP(       ) 4 1
 KA1968  NAD 83(1986)-  39 27 24.46287(N)    086 01 08.00722(W) AD(       ) 2
 KA1968  NAD 27      -  39 27 24.27700(N)    086 01 08.06400(W) AD(       ) 2
 KA1968  USSD        -  39 27 24.35600(N)    086 01 07.85700(W) AD(       ) 3
 KA1968  NGVD 29             222.47   (m)          729.9    (f) LEVELING    3  
 KA1968
 KA1968.Superseded values are not recommended for survey control.
 KA1968
 KA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1968.See file dsdata.pdf to determine how the superseded data were derived.
 KA1968
 KA1968_MARKER: DS = TRIANGULATION STATION DISK
 KA1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1968_STAMPING: DECALB 1920
 KA1968_MARK LOGO: CGS
 KA1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1968+STABILITY: SURFACE MOTION
 KA1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1968+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1997
 KA1968
 KA1968  HISTORY     - Date     Condition        Report By
 KA1968  HISTORY     - 1920     MONUMENTED       CGS
 KA1968  HISTORY     - 1961     MARK NOT FOUND   USGS
 KA1968  HISTORY     - 1973     GOOD             BRADY
 KA1968  HISTORY     - 19970819 GOOD             SEC
 KA1968  HISTORY     - 20220517 MARK NOT FOUND   INDOT
 KA1968
 KA1968                          STATION DESCRIPTION
 KA1968
 KA1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1968'ABOUT 2 MILES S OF FRANKLIN, ON THE E SIDE OF THE PENNSYLVANIA
 KA1968'RAILROAD RIGHT-OF-WAY, 3.255 METERS,10.68 FEET,FROM THE E AND
 KA1968'NEAREST RAIL, ABOUT 315 YARDS N OF MILEPOST I 23, OPPOSITE STOP 34 OF
 KA1968'THE INTERURBAN LINE, 8 YARDS N OF A ROAD CROSSING. THIS ROAD
 KA1968'PASSES A BRICK SCHOOLHOUSE FARTHER W. THE STATION, UNDERGROUND AND
 KA1968'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1968'THE REFERENCE MARK IS ON THE
 KA1968'OPPOSITE SIDE OF THE RIGHT-OF-WAY AND OF THE ROAD, AND CLOSE TO
 KA1968'THE FENCE LINE BETWEEN THE RAILROAD AND THE INTERURBAN, 18.860
 KA1968'METERS, 61.88 FT., FROM THE STATION S 12 DEG 52 MIN W.
 KA1968
 KA1968                          STATION RECOVERY (1961)
 KA1968
 KA1968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KA1968'STATION MARK WAS NOT FOUND.  REFERENCE MARK FOUND AS DESCRIBED.
 KA1968
 KA1968                          STATION RECOVERY (1973)
 KA1968
 KA1968'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 KA1968'DECALB 1920 RECOVERED IN GOOD CONDITION.
 KA1968'
 KA1968'DECALB 1920 (AZIM) RECOVERED IN GOOD CONDITION.
 KA1968'
 KA1968'SET WITNESS SIGN BESIDE MARKS.  INTERURBAN RR HAS BEEN REMOVED.
 KA1968'
 KA1968'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S. OF FRANKLIN.
 KA1968
 KA1968                          STATION RECOVERY (1997)
 KA1968
 KA1968'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1968'THE STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) SOUTHEAST OF JOHNSON
 KA1968'COUNTY C.H. IN FRANKLIN.  FROM JUNCTION OF INTERSTATE HIGHWAY 65 AND
 KA1968'STATE ROAD 44, GO WEST ON STATE ROAD 44 FOR 1.5 MILES (2.4 KM) TO
 KA1968'SOUTH BEND STATE ROAD 44, TURN LEFT (SOUTH WING) STATE ROAD 44 AND GO
 KA1968'0.2 MILES (0.3 KM) TO EAST MONROE STREET, TURN RIGHT, WEST ON STATE
 KA1968'ROAD 44 FOR 0.25 MILES (0.40 KM) TO STATE STREET AND TURN LEFT, SOUTH,
 KA1968'PASSING FRANKLIN COLLEGE ON LEFT AND GO 2.2 MILES (3.5 KM) ON STATE
 KA1968'STREET/COUNTY ROAD IN A SOUTHEASTERLY DIRECTION TO COUNTY ROAD 150
 KA1968'SOUTH, TURN LEFT, EAST ON COUNTY ROAD 150 SOUTH AND GO 0.2 MILES (0.3
 KA1968'KM) TO RAILROAD AND STATION ON LEFT IN THE NORTHEAST QUADRANT. LOCATED
 KA1968'3.4 METERS (11.2 FT) EAST OF THE EAST RAILROAD RAIL, 4.9 METERS (16.1
 KA1968'FT) NORTH OF THE NORTHWEST CORNER OF A WOOD RAILROAD SIGN POST AND
 KA1968'22.5 METERS (73.8 FT) NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF
 KA1968'THE ROAD.  OWNERSHIP--LOUISVILLE AND INDIANA RAILROAD. CONTACT JOHN
 KA1968'SECOR AT 812-288-0940 24 HOURS IN ADVANCE.
 KA1968
 KA1968                          STATION RECOVERY (2022)
 KA1968
 KA1968'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA1968'MARK NOT FOUND, APPEARS TO HAVE BEEN DESTROYED BY RAILROAD
 KA1968'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2404 ***********************************************************************
 LA2404  DESIGNATION -  DECATUR
 LA2404  PID         -  LA2404
 LA2404  STATE/COUNTY-  IN/ADAMS
 LA2404  COUNTRY     -  US
 LA2404  USGS QUAD   -  DECATUR (2019)
 LA2404
 LA2404                         *CURRENT SURVEY CONTROL
 LA2404  ______________________________________________________________________
 LA2404* NAD 83(1997) POSITION- 40 49 23.81775(N) 084 55 25.27005(W)   ADJUSTED
 LA2404* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LA2404  ______________________________________________________________________
 LA2404  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LA2404  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 LA2404  HORZ ORDER      -  SECOND
 LA2404
 LA2404.The horizontal coordinates were established by classical geodetic methods
 LA2404.and adjusted by the National Geodetic Survey in May 1999.
 LA2404
 LA2404.The orthometric height was scaled from a topographic map.
 LA2404
 LA2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2404.GEOID18 height accuracy estimate available here.
 LA2404
 LA2404.Click photographs - Photos may exist for this station.
 LA2404
 LA2404.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2404
 LA2404. The following values were computed from the NAD 83(1997) position.
 LA2404
 LA2404;                    North         East     Units Scale Factor Converg.
 LA2404;SPC IN E     -   619,199.671   162,675.635   MT  1.00001500   +0 29 08.6
 LA2404;SPC IN E     - 2,031,490.92    533,711.65   sFT  1.00001500   +0 29 08.6
 LA2404;UTM  16      - 4,521,214.539   675,092.379   MT  0.99997735   +1 21 27.7
 LA2404
 LA2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2404!SPC IN E     -   0.99996715  x   1.00001500  =   0.99998215
 LA2404!UTM  16      -   0.99996715  x   0.99997735  =   0.99994450
 LA2404
 LA2404:                Primary Azimuth Mark                     Grid Az
 LA2404:SPC IN E     -  BROWN                                    118 00 18.6
 LA2404:UTM  16      -  BROWN                                    117 07 59.5
 LA2404
 LA2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7509221214(NAD 83)
 LA2404
 LA2404|---------------------------------------------------------------------|
 LA2404| PID    Reference Object                     Distance      Geod. Az  |
 LA2404|                                                           dddmmss.s |
 LA2404| CE5950 DECATUR RM 1                         27.102 METERS 11700     |
 LA2404| LA0595 BROWN                               APPROX.11.7 KM 1182927.2 |
 LA2404| CE5949 DECATUR AZ MK                                      1551342.3 |
 LA2404| CE5951 DECATUR RM 2                         19.535 METERS 21559     |
 LA2404| LA2409 DECATUR GE CO WATER TANK            APPROX. 1.3 KM 3290143.4 |
 LA2404| LA2406 DECATUR MC MILLEN MILLS W ELEV      APPROX. 2.5 KM 3401122.9 |
 LA2404| LA2403 DECATUR CO COURTHOUSE CUPOLA        APPROX. 0.7 KM 3550520.6 |
 LA2404|---------------------------------------------------------------------|
 LA2404
 LA2404                          SUPERSEDED SURVEY CONTROL
 LA2404
 LA2404  NAD 83(1995)-  40 49 23.81799(N)    084 55 25.27280(W) AD(       ) 2
 LA2404  NAD 83(1986)-  40 49 23.81994(N)    084 55 25.28544(W) AD(       ) 2
 LA2404  NAD 27      -  40 49 23.64820(N)    084 55 25.41810(W) AD(       ) 2
 LA2404
 LA2404.Superseded values are not recommended for survey control.
 LA2404
 LA2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2404.See file dsdata.pdf to determine how the superseded data were derived.
 LA2404
 LA2404_MARKER: DS = TRIANGULATION STATION DISK
 LA2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2404_STAMPING: DECATUR 1955
 LA2404_MARK LOGO: CGS
 LA2404_PROJECTION: FLUSH
 LA2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2404+STABILITY: SURFACE MOTION
 LA2404
 LA2404  HISTORY     - Date     Condition        Report By
 LA2404  HISTORY     - 1955     MONUMENTED       CGS
 LA2404  HISTORY     - 1963     GOOD             CGS
 LA2404  HISTORY     - 1974     GOOD             BRADY
 LA2404
 LA2404                          STATION DESCRIPTION
 LA2404
 LA2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2404'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF MEMORIAL PARK, IN
 LA2404'THE CITY OF DECATUR.  IT IS
 LA2404'79 FEET EAST OF THE CENTER OF WINCHESTER ROAD AND 53.3 FEET EAST OF
 LA2404'A POWERLINE POLE.
 LA2404'
 LA2404'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG THE
 LA2404'NORTH SIDE OF A RAILROAD
 LA2404'TRACK FOR 0.15 MILE TO A RAILROAD CROSSING, TURN RIGHT, CROSS THE
 LA2404'RAILROAD TRACKS AND GO SOUTH ABOUT
 LA2404'100 YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 LA2404'
 LA2404'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2404'DECATUR 1955.
 LA2404'
 LA2404'REFERENCE MARK 1 IS 4 FEET WEST OF A 12-INCH ELM TREE.  THE MARK IS
 LA2404'FLUSH WITH THE GROUND, AND
 LA2404'THE DISK IS STAMPED DECATUR NO 1 1955.
 LA2404'
 LA2404'REFERENCE MARK 2 IS 34 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LA2404'TRACKS AND 1 FOOT NORTH OF
 LA2404'THE NORTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND, AND
 LA2404'THE DISK IS STAMPED DECATUR NO 2
 LA2404'1955.
 LA2404'
 LA2404'THE AZIMUTH MARK IS 20 FEET WEST OF A PHILLIPS 66 BULK PLANT, 19 FEET
 LA2404'NORTH OF THE CENTER OF A
 LA2404'PAVED STREET, 7 FEET WEST OF A TELEPHONE POLE AND 3 FEET WEST OF A
 LA2404'4 INCH X 4 INCH WHITE WITNESS
 LA2404'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2404'DECATUR 1955.
 LA2404'
 LA2404'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2404
 LA2404                          STATION RECOVERY (1963)
 LA2404
 LA2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2404'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2404'DESCRIBED.
 LA2404'
 LA2404'ABOUT 0.3 MILE S ALONG SECOND STREET FROM THE SE CORNER OF THE
 LA2404'COURTHOUSE SQUARE IN DECATUR AND BEAR RIGHT, THENCE 0.2 SLY ALONG
 LA2404'WINCHESTER ROAD TO SE CORNER OF MEMORIAL PARK AND THE STATION ON
 LA2404'LEFT, 96.0 FEET NE OF NE RAIL OF MAIN LINE OF NEW YORK, CHICAGO,
 LA2404'AND ST. LOUIS (NICKEL PLATE) RAILROAD, 78.3 FEET E OF CENTER LINE
 LA2404'OF 31-FOOT ROAD PAVEMENT, 1.3 FEET HIGHER THAN SAME, 53.2 FEET S
 LA2404'OF SE CORNER OF THE S ONE OF TWO 8- BY 16-FOOT CONCRETE
 LA2404'CANNON-EXIHIBITION PLATFORMS, 10-1/2 FEET E OF PROJECTED E END
 LA2404'OF SAME, STANDARD DISKS ARE STAMPED DECATUR 1955 AND SET MARKS,
 LA2404'THE UPPER ONE FLUSH WITH THE GROUND.
 LA2404'
 LA2404'REFERENCE STAMPED DECATUR NO 1 1955, FLUSH, IS 88.92 FEET (27.103
 LA2404'METERS) ESE OF STATION, 21.7 FEET SE OF E CORNER OF STONE COOKOUT
 LA2404'GRILL, 4-1/2 FEET NE OF PROJECTED PLANE OF NE WALL OF SAME, AND 5
 LA2404'FEET WSW OF THE CENTER OF A 16-INCH HICKORY TREE.
 LA2404'
 LA2404'REFERENCE STAMPED DECATUR NO 2 1955, FLUSH, IS 64.00 FEET OR 19.507
 LA2404'METERS SW OF STATION, 47 FEET E OF CENTER LINE OF WINCHESTER ROAD,
 LA2404'34.5 FEET NE OF NE RAIL OF MAIN LINE TRACK, 0.8 FOOT NE OF NE EDGE
 LA2404'OF CONCRETE SIDEWALK, AND LEVEL WITH SAME.
 LA2404'
 LA2404'AZIMUTH MARK STAMPED DECATUR 1955, PROJECTS 0.3 FOOT, IS ABOUT 0.15
 LA2404'MILE SSE OF STATION, ABOUT 33 YARDS SW OF RAILROAD MAIN LINE, 20.0
 LA2404'FEET WSW OF S CORNER OF CONCRETE BLOCK PIERS SUPPORTING THE SE ONE
 LA2404'OF THREE OIL STORAGE TANKS, 18.3 FEET N OF CENTER LINE OF GRANT
 LA2404'STREET 30-FOOT ASPHALT PAVEMENT, 2.8 FEET N OF N EDGE OF CONCRETE
 LA2404'CURB, AND ABOUT LEVEL WITH SAME.
 LA2404
 LA2404                          STATION RECOVERY (1974)
 LA2404
 LA2404'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 LA2404'DECATUR 1955 RECOVERED GOOD.  NO WITNESS POST.
 LA2404'
 LA2404'DECATUR 1955 (AZIM) RECOVERED GOOD.  NO WITNESS POST.
 LA2404'
 LA2404'DECATUR NO 1 1955 RECOVERED GOOD.  NO WITNESS POST.
 LA2404'
 LA2404'DECATUR NO 2 1955 RECOVERED GOOD.  NO WITNESS POST.
 LA2404'
 LA2404'LINE OF SITE FROM STATION TO AZIM. MARK IS BLOCKED BY BUSHES AND
 LA2404'TREES.
 LA2404'
 LA2404'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DECATUR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2824 ***********************************************************************
 JZ2824  DESIGNATION -  DECATUR
 JZ2824  PID         -  JZ2824
 JZ2824  STATE/COUNTY-  IN/DECATUR
 JZ2824  COUNTRY     -  US
 JZ2824  USGS QUAD   -  FOREST HILL (2019)
 JZ2824
 JZ2824                         *CURRENT SURVEY CONTROL
 JZ2824  ______________________________________________________________________
 JZ2824* NAD 83(1997) POSITION- 39 19 40.46497(N) 085 31 20.69048(W)   ADJUSTED
 JZ2824* NAD 83(1997) ELLIP HT-   242.846 (meters)        (05/25/99)   ADJUSTED
 JZ2824* NAVD 88 ORTHO HEIGHT -   276.959 (meters)      908.66  (feet) ADJUSTED
 JZ2824  ______________________________________________________________________
 JZ2824  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ2824  NAD 83(1997) X  -    385,702.304 (meters)                     COMP
 JZ2824  NAD 83(1997) Y  - -4,925,445.994 (meters)                     COMP
 JZ2824  NAD 83(1997) Z  -  4,020,696.262 (meters)                     COMP
 JZ2824  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 JZ2824  DYNAMIC HEIGHT  -        276.786 (meters)      908.09  (feet) COMP
 JZ2824  MODELED GRAVITY -    979,995.7   (mgal)                       NAVD 88
 JZ2824
 JZ2824  HORZ ORDER      -  THIRD
 JZ2824  VERT ORDER      -  FIRST     CLASS II
 JZ2824  ELLP ORDER      -  FOURTH    CLASS I
 JZ2824
 JZ2824.This mark is at Greensburg-Decatur County Airport (I34)
 JZ2824
 JZ2824.The horizontal coordinates were established by GPS observations
 JZ2824.and adjusted by the National Geodetic Survey in May 1999.
 JZ2824
 JZ2824.The orthometric height was determined by differential leveling and
 JZ2824.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2824.in June 1991.
 JZ2824
 JZ2824.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2824.GEOID18 height accuracy estimate available here.
 JZ2824
 JZ2824.Click photographs - Photos may exist for this station.
 JZ2824
 JZ2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2824
 JZ2824.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2824
 JZ2824.The ellipsoidal height was determined by GPS observations
 JZ2824.and is referenced to NAD 83.
 JZ2824
 JZ2824.The dynamic height is computed by dividing the NAVD 88
 JZ2824.geopotential number by the normal gravity value computed on the
 JZ2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2824.degrees latitude (g = 980.6199 gals.).
 JZ2824
 JZ2824.The modeled gravity was interpolated from observed gravity values.
 JZ2824
 JZ2824. The following values were computed from the NAD 83(1997) position.
 JZ2824
 JZ2824;                    North         East     Units Scale Factor Converg.
 JZ2824;SPC IN E     -   452,908.775   112,437.793   MT  0.99996857   +0 05 29.1
 JZ2824;SPC IN E     - 1,485,918.21    368,889.66   sFT  0.99996857   +0 05 29.1
 JZ2824;UTM  16      - 4,354,206.671   627,356.912   MT  0.99979971   +0 56 11.6
 JZ2824
 JZ2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2824!SPC IN E     -   0.99996190  x   0.99996857  =   0.99993047
 JZ2824!UTM  16      -   0.99996190  x   0.99979971  =   0.99976162
 JZ2824
 JZ2824:                Primary Azimuth Mark                     Grid Az
 JZ2824:SPC IN E     -  DECATUR AZ MK                            178 56 36.4
 JZ2824:UTM  16      -  DECATUR AZ MK                            178 05 53.9
 JZ2824
 JZ2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2735654206(NAD 83)
 JZ2824
 JZ2824|---------------------------------------------------------------------|
 JZ2824| PID    Reference Object                     Distance      Geod. Az  |
 JZ2824|                                                           dddmmss.s |
 JZ2824| JZ2825 DECATUR AZ MK                       APPROX. 0.6 KM 1790205.5 |
 JZ2824|---------------------------------------------------------------------|
 JZ2824
 JZ2824                          SUPERSEDED SURVEY CONTROL
 JZ2824
 JZ2824  NAD 83(1995)-  39 19 40.46711(N)    085 31 20.69435(W) AD(       ) 3
 JZ2824  NAD 83(1993)-  39 19 40.46876(N)    085 31 20.69808(W) AD(       ) 3
 JZ2824  NAD 83(1986)-  39 19 40.46854(N)    085 31 20.69876(W) AD(       ) 3
 JZ2824  NAD 27      -  39 19 40.28650(N)    085 31 20.80505(W) AD(       ) 3
 JZ2824  NGVD 29             277.15   (m)          909.3    (f) LEVELING    3  
 JZ2824
 JZ2824.Superseded values are not recommended for survey control.
 JZ2824
 JZ2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2824.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2824
 JZ2824_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2824_STAMPING: DECATUR 1986
 JZ2824_MARK LOGO: NGS
 JZ2824_PROJECTION: FLUSH
 JZ2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2824+STABILITY: SURFACE MOTION
 JZ2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2824+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1988
 JZ2824
 JZ2824  HISTORY     - Date     Condition        Report By
 JZ2824  HISTORY     - 1986     MONUMENTED       NGS
 JZ2824  HISTORY     - 1986     GOOD             NGS
 JZ2824  HISTORY     - 19880706 GOOD
 JZ2824
 JZ2824                          STATION DESCRIPTION
 JZ2824
 JZ2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2824'7.4 KM (4.6 MI) SW FROM GREENSBURG.
 JZ2824'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JZ2824'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS
 JZ2824'JUNCTION WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 0.4 KM (0.25
 JZ2824'MI) WEST ALONG STATE HIGHWAY 46, THENCE 1.1 KM (0.7 MI) SOUTHWEST
 JZ2824'ALONG BROADWAY STREET, THENCE 2.5 KM (1.55 MI) WEST ALONG PARK ROAD,
 JZ2824'THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PAVED ROAD, THENCE 0.2 KM (0.1
 JZ2824'MI) WEST ALONG THE ENTRANCE ROAD TO THE GREENSBURG-DECATUR COUNTY
 JZ2824'AIRPORT, THENCE 0.2 KM (0.1 MI) WEST ALONG THE TAXIWAY, 11.4 M (37.4
 JZ2824'FT) EAST OF THE CENTER OF THE MAIN RUNWAY, 8.8 M (28.9 FT) SOUTH OF
 JZ2824'THE CENTER OF THE TAXIWAY, 5.0 M (16.4 FT) NORTH-NORTHEAST OF A WHITE
 JZ2824'RUNWAY LIGHT, AND 1.4 M (4.6 FT) SOUTHEAST OF A BLUE TAXIWAY LIGHT.
 JZ2824
 JZ2824                          STATION RECOVERY (1986)
 JZ2824
 JZ2824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2824'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) NORTHEAST OF COLUMBUS,
 JZ2824'40.2 KM (25.00 MI) NORTH OF NORTH VERNON, 4.0 KM (2.50 MI) SOUTH OF
 JZ2824'GREENSBURG AND AT THE GREENSBURG-DECATUR COUNTY AIRPORT.
 JZ2824'OWNERSHIP--CITY OF GREENSBURG, RT 10, BOX 92, GREENSBURG, IN 47240,
 JZ2824'PHONE 812-663-3681.  AIRPORT MANAGER IS TOM SCHOETLMER.
 JZ2824'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 46 IN
 JZ2824'GREENSBURG, GO SOUTHEAST ON STATE HIGHWAY 46 FOR 0.2 KM (0.10 MI) TO
 JZ2824'A ROAD RIGHT.  TURN RIGHT, CROSSING OVER RAILROAD TRACKS, AND GO
 JZ2824'SOUTH FOR 0.35 KM (0.20 MI) TO A GRAVELED DRIVEWAY TO AIRPORT.  THIS
 JZ2824'DRIVE IS JUST PAST A SMALL PARK.  TURN RIGHT AND GO WEST FOR 0.2 KM
 JZ2824'(0.10 MI) TO AIRPORT OFFICE ON THE LEFT AND A HANGAR.  FROM THE OFFICE
 JZ2824'AND HANGAR GO WEST ON TAXIWAY FOR 0.16 KM (0.10 MI) TO A RUNWAY AND
 JZ2824'THE STATION ON THE LEFT.
 JZ2824'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---DECATUR
 JZ2824'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ2824'FLUSH WITH THE GROUND.  LOCATED 11.43 M (37.5 FT) EAST FROM CENTER OF
 JZ2824'RUNWAY, 8.84 M (29.0 FT) SOUTH FROM CENTER OF TAXIWAY, 5.03 M
 JZ2824'(16.5 FT) NORTH-NORTHEAST FROM A WHITE RUNWAY MARKER LIGHT, 1.40 M
 JZ2824'(4.6 FT) SOUTHEAST FROM A BLUE TAXIWAY MARKER LIGHT AND 1.22 M
 JZ2824'(4.0 FT) SOUTHWEST FROM A BLUE TAXIWAY MARKER LIGHT.
 JZ2824'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2824'DESCRIBED BY D.A. BOWLING.
 JZ2824
 JZ2824                          STATION RECOVERY (1988)
 JZ2824
 JZ2824'RECOVERED 1988
 JZ2824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2825 ***********************************************************************
 JZ2825  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2825  PACS        -  This is a Primary Airport Control Station.
 JZ2825  DESIGNATION -  DECATUR AZ MK
 JZ2825  PID         -  JZ2825
 JZ2825  STATE/COUNTY-  IN/DECATUR
 JZ2825  COUNTRY     -  US
 JZ2825  USGS QUAD   -  FOREST HILL (2019)
 JZ2825
 JZ2825                         *CURRENT SURVEY CONTROL
 JZ2825  ______________________________________________________________________
 JZ2825* NAD 83(2011) POSITION- 39 19 20.59324(N) 085 31 20.25840(W)   ADJUSTED
 JZ2825* NAD 83(2011) ELLIP HT-   241.614 (meters)        (06/27/12)   ADJUSTED
 JZ2825* NAD 83(2011) EPOCH   -  2010.00
 JZ2825* NAVD 88 ORTHO HEIGHT -   275.768 (meters)      904.75  (feet) ADJUSTED
 JZ2825  ______________________________________________________________________
 JZ2825  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 JZ2825  NAD 83(2011) X  -    385,742.869 (meters)                     COMP
 JZ2825  NAD 83(2011) Y  - -4,925,831.429 (meters)                     COMP
 JZ2825  NAD 83(2011) Z  -  4,020,221.400 (meters)                     COMP
 JZ2825  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 JZ2825  DYNAMIC HEIGHT  -        275.595 (meters)      904.18  (feet) COMP
 JZ2825  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 JZ2825
 JZ2825  VERT ORDER      -  FIRST     CLASS II
 JZ2825
 JZ2825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2825  Standards:
 JZ2825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2825  -------------------------------------------------------------------
 JZ2825  NETWORK    0.56   1.37           0.26   0.18   0.70     -0.08288927
 JZ2825  -------------------------------------------------------------------
 JZ2825  Click here for local accuracies and other accuracy information.
 JZ2825
 JZ2825.This mark is at Greensburg-Decatur County Airport (I34)
 JZ2825
 JZ2825.The horizontal coordinates were established by GPS observations
 JZ2825.and adjusted by the National Geodetic Survey in June 2012.
 JZ2825
 JZ2825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2825.been affixed to the stable North American tectonic plate. See 
 JZ2825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2825
 JZ2825.The horizontal coordinates are valid at the epoch date displayed above
 JZ2825.which is a decimal equivalence of Year/Month/Day.
 JZ2825
 JZ2825.The orthometric height was determined by differential leveling and
 JZ2825.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2825.in June 1991.
 JZ2825
 JZ2825.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2825.GEOID18 height accuracy estimate available here.
 JZ2825
 JZ2825.Click photographs - Photos may exist for this station.
 JZ2825
 JZ2825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2825
 JZ2825.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2825
 JZ2825.The ellipsoidal height was determined by GPS observations
 JZ2825.and is referenced to NAD 83.
 JZ2825
 JZ2825.The dynamic height is computed by dividing the NAVD 88
 JZ2825.geopotential number by the normal gravity value computed on the
 JZ2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2825.degrees latitude (g = 980.6199 gals.).
 JZ2825
 JZ2825.The modeled gravity was interpolated from observed gravity values.
 JZ2825
 JZ2825. The following values were computed from the NAD 83(2011) position.
 JZ2825
 JZ2825;                    North         East     Units Scale Factor Converg.
 JZ2825;SPC IN E     -   452,295.980   112,449.120   MT  0.99996857   +0 05 29.4
 JZ2825;SPC IN E     - 1,483,907.73    368,926.82   sFT  0.99996857   +0 05 29.4
 JZ2825;UTM  16      - 4,353,594.213   627,377.273   MT  0.99979977   +0 56 11.5
 JZ2825
 JZ2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2825!SPC IN E     -   0.99996209  x   0.99996857  =   0.99993067
 JZ2825!UTM  16      -   0.99996209  x   0.99979977  =   0.99976187
 JZ2825
 JZ2825:                Primary Azimuth Mark                     Grid Az
 JZ2825:SPC IN E     -  DECATUR                                  358 56 36.4
 JZ2825:UTM  16      -  DECATUR                                  358 05 54.3
 JZ2825
 JZ2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2737753594(NAD 83)
 JZ2825
 JZ2825|---------------------------------------------------------------------|
 JZ2825| PID    Reference Object                     Distance      Geod. Az  |
 JZ2825|                                                           dddmmss.s |
 JZ2825| JZ2824 DECATUR                             APPROX. 0.6 KM 3590205.8 |
 JZ2825|---------------------------------------------------------------------|
 JZ2825
 JZ2825                          SUPERSEDED SURVEY CONTROL
 JZ2825
 JZ2825  NAD 83(2007)-  39 19 20.59333(N)    085 31 20.25927(W) AD(2002.00) 0
 JZ2825  ELLIP H (02/10/07)  241.636  (m)                       GP(2002.00)    
 JZ2825  NAD 83(1997)-  39 19 20.59355(N)    085 31 20.25945(W) AD(       ) B
 JZ2825  ELLIP H (04/10/98)  241.654  (m)                       GP(       ) 4 1
 JZ2825  NAD 83(1995)-  39 19 20.59569(N)    085 31 20.26335(W) AD(       ) 3
 JZ2825  NAD 83(1993)-  39 19 20.59734(N)    085 31 20.26707(W) AD(       ) 3
 JZ2825  NAD 83(1986)-  39 19 20.59713(N)    085 31 20.26776(W) AD(       ) 3
 JZ2825  NAD 27      -  39 19 20.41484(N)    085 31 20.37407(W) AD(       ) 3
 JZ2825  NAVD 88             275.77   (m)          904.8    (f) LEVELING    3  
 JZ2825  NGVD 29             275.96   (m)          905.4    (f) LEVELING    3  
 JZ2825
 JZ2825.Superseded values are not recommended for survey control.
 JZ2825
 JZ2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2825.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2825
 JZ2825_MARKER: DZ = AZIMUTH MARK DISK
 JZ2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2825_STAMPING: DECATUR 1986
 JZ2825_MARK LOGO: NGS
 JZ2825_PROJECTION: FLUSH
 JZ2825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2825+STABILITY: SURFACE MOTION
 JZ2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2825+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2022
 JZ2825
 JZ2825  HISTORY     - Date     Condition        Report By
 JZ2825  HISTORY     - 1986     MONUMENTED       NGS
 JZ2825  HISTORY     - 1986     GOOD             NGS
 JZ2825  HISTORY     - 19880705 GOOD
 JZ2825  HISTORY     - 19970516 GOOD             NGS
 JZ2825  HISTORY     - 19980721 GOOD             WOOLPT
 JZ2825  HISTORY     - 20070621 GOOD             JCLS
 JZ2825  HISTORY     - 20110706 GOOD             INDIV
 JZ2825  HISTORY     - 20120616 GOOD             WOOLPT
 JZ2825  HISTORY     - 20170727 GOOD             INDOT
 JZ2825  HISTORY     - 20221209 GOOD             INDOT
 JZ2825
 JZ2825                          STATION DESCRIPTION
 JZ2825
 JZ2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2825'8.0 KM (5.0 MI) SW FROM GREENSBURG.
 JZ2825'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JZ2825'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS
 JZ2825'JUNCTION WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 0.4 KM (0.25
 JZ2825'MI) WEST ALONG STATE HIGHWAY 46, THENCE 1.1 KM (0.7 MI) SOUTHWEST
 JZ2825'ALONG BROADWAY STREET, THENCE 2.5 KM (1.55 MI) WEST ALONG PARK ROAD,
 JZ2825'THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PAVED ROAD, THENCE 0.2 KM (0.1
 JZ2825'MI) WEST ALONG THE ENTRANCE ROAD TO THE GREENSBURG-DECATUR COUNTY
 JZ2825'AIRPORT, THENCE 0.2 KM (0.1 MI) WEST ALONG THE TAXIWAY, THENCE 0.6 KM
 JZ2825'(0.35 MI) SOUTH ALONG RUNWAY 36, 16.5 M (54.1 FT) EAST OF THE CENTER
 JZ2825'OF THE RUNWAY, 7.9 M (25.9 FT) NORTH OF THE NORTH EDGE OF A TAXIWAY,
 JZ2825'AND 1.3 M (4.3 FT) EAST OF A BLUE RUNWAY LIGHT.
 JZ2825'THE MARK IS 1.2 METERS  E FROM  A WITNESS POST
 JZ2825
 JZ2825                          STATION RECOVERY (1986)
 JZ2825
 JZ2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2825'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) NORTHEAST OF COLUMBUS,
 JZ2825'40.2 KM (25.00 MI) NORTH OF NORTH VERNON, 4.0 KM (2.50 MI) SOUTH OF
 JZ2825'GREENSBURG AND AT THE GREENSBURG-DECATUR COUNTY AIRPORT.
 JZ2825'OWNERSHIP--CITY OF GREENSBURG, RT 10, BOX 92, GREENSBURG, IN 47240,
 JZ2825'PHONE 812-663-3681.  AIRPORT MANAGER IS TOM SCHOETLMER.
 JZ2825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 46 IN
 JZ2825'GREENSBURG, GO SOUTHEAST ON STATE HIGHWAY 46 FOR 0.2 KM (0.10 MI) TO
 JZ2825'A ROAD RIGHT.  TURN RIGHT, CROSSING OVER RAILROAD TRACKS, AND GO
 JZ2825'SOUTH FOR 0.35 KM (0.20 MI) TO A GRAVELED DRIVEWAY TO AIRPORT.  THIS
 JZ2825'DRIVE IS JUST PAST A SMALL PARK.  TURN RIGHT AND GO WEST FOR 0.2 KM
 JZ2825'(0.10 MI) TO AIRPORT OFFICE ON THE LEFT AND A HANGAR.  FROM THE OFFICE
 JZ2825'AND HANGAR GO WEST ON TAXIWAY FOR 0.16 KM (0.10 MI) TO A RUNWAY.
 JZ2825'TURN LEFT AND GO SOUTH ALONG THE RUNWAY FOR 0.64 KM (0.40 MI) TO END
 JZ2825'OF RUNWAY AND THE STATION ON THE LEFT.
 JZ2825'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---DECATUR
 JZ2825'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ2825'FLUSH WITH THE GROUND.  LOCATED 16.46 M (54.0 FT) EAST FROM CENTER OF
 JZ2825'RUNWAY 36, 8.20 M (26.9 FT) WEST FROM THE WEST EDGE OF A CULTIVATED
 JZ2825'FIELD, 7.89 M (25.9 FT) NORTH FROM NORTH EDGE OF WARMUP AREA AT
 JZ2825'RUNWAY 36 AND 1.28 M (4.2 FT) EAST FROM A BLUE MARKER LIGHT AND
 JZ2825'FIBERGLASS WITNESS POST.
 JZ2825'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2825'DESCRIBED BY D.A. BOWLING.
 JZ2825
 JZ2825                          STATION RECOVERY (1988)
 JZ2825
 JZ2825'RECOVERED 1988
 JZ2825'RECOVERED IN GOOD CONDITION.
 JZ2825
 JZ2825                          STATION RECOVERY (1997)
 JZ2825
 JZ2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JZ2825'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHEAST OF COLUMBUS, 7
 JZ2825'KM (4.35 MI) SOUTHWEST OF GREENSBURG, AT THE GREENSBURG-DECATUR COUNTY
 JZ2825'AIRPORT, NEAR THE SOUTH END OF THE AIRFIELD, IN THE NORTHWEST QUADRANT
 JZ2825'OF THE JUNCTION OF RUNWAY END 36 AND THE RUNUP RAMP FOR THE RUNWAY
 JZ2825'END, AND IN LINE WITH THE RUNWAY END LIGHTS.  OWNERSHIP--CITY OF
 JZ2825'GREENSBURG, 1434 EAST BASE ROAD, GREENSBURG IN 47240.  AIRPORT MANAGER
 JZ2825'IS TOM SCHOETTMER, PHONE 812-663-3681.  FOR ASSISTANCE NEEDED GO TO
 JZ2825'THE BOWLING ALLEY ADJACENT TO THE AIRPORT OFFICE.  TO REACH FROM THE
 JZ2825'JUNCTION OF STATE HIGHWAYS 3 AND 46 NEAR THE SOUTHWEST SIDE OF
 JZ2825'GREENSBURG, GO SOUTHEAST ON HIGHWAY 46 FOR 0.2 KM (0.10 MI) TO A PAVED
 JZ2825'ROAD RIGHT.  TURN RIGHT, SOUTH ON THE ROAD, CROSSING A SET OF RAILROAD
 JZ2825'TRACKS, FOR 0.35 KM (0.20 MI) TO THE PAVED ROAD TO THE AIRPORT ON THE
 JZ2825'RIGHT, JUST SOUTH OF A SMALL PARK.  TURN RIGHT, WEST ON THE PAVED ROAD
 JZ2825'FOR 0.2 KM (0.10 MI) TO THE APRON AND THE AIRPORT OFFICE.  CONTINUE
 JZ2825'AHEAD, WEST ACROSS THE APRON AND ALONG A TAXI FOR 0.16 KM (0.10 MI) TO
 JZ2825'THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTH ALONG THE RUNWAY FOR
 JZ2825'0.64 KM (0.40 MI) TO THE STATION ON THE LEFT. THE STATION IS SET IN
 JZ2825'THE TOP OF A 25 CM ROUND CONCRETE POST PROJECTING 5 CM ABOVE GROUND.
 JZ2825'IT IS 10.3 M (33.8 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 7.9 M
 JZ2825'(25.9 FT) NORTH OF THE NORTH EDGE OF THE RUNUP RAMP AND 1.3 M (4.3 FT)
 JZ2825'EAST OF THE EAST 1 OF 3 BLUE RUNWAY END LIGHTS.  NOTE--THIS STATION IS
 JZ2825'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 JZ2825
 JZ2825                          STATION RECOVERY (1998)
 JZ2825
 JZ2825'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 JZ2825'RECOVERED AS DESCRIBED WOOLPERT LLP 1998 (BBS).
 JZ2825
 JZ2825                          STATION RECOVERY (2007)
 JZ2825
 JZ2825'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 JZ2825'RECOVERED IN GOOD CONDITION.
 JZ2825
 JZ2825                          STATION RECOVERY (2011)
 JZ2825
 JZ2825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2825'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JZ2825
 JZ2825                          STATION RECOVERY (2012)
 JZ2825
 JZ2825'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 JZ2825'RECOVERED IN GOOD CONDITION.
 JZ2825
 JZ2825                          STATION RECOVERY (2017)
 JZ2825
 JZ2825'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 JZ2825'RECOVERED AS DESCRIBED.
 JZ2825
 JZ2825                          STATION RECOVERY (2022)
 JZ2825
 JZ2825'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2825'MARK WAS RECOVERED AS DESCRIBED ON THE NATIONAL GEODETIC SURVEY DATA
 JZ2825'SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2403 ***********************************************************************
 LA2403  DESIGNATION -  DECATUR CO COURTHOUSE CUPOLA
 LA2403  PID         -  LA2403
 LA2403  STATE/COUNTY-  IN/ADAMS
 LA2403  COUNTRY     -  US
 LA2403  USGS QUAD   -  DECATUR (2019)
 LA2403
 LA2403                         *CURRENT SURVEY CONTROL
 LA2403  ______________________________________________________________________
 LA2403* NAD 83(1997) POSITION- 40 49 47.05286(N) 084 55 27.89836(W)   ADJUSTED
 LA2403  ______________________________________________________________________
 LA2403  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 LA2403  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 LA2403  HORZ ORDER      -  THIRD
 LA2403
 LA2403.The horizontal coordinates were established by classical geodetic methods
 LA2403.and adjusted by the National Geodetic Survey in May 1999.
 LA2403
 LA2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2403.GEOID18 height accuracy estimate available here.
 LA2403
 LA2403.Click photographs - Photos may exist for this station.
 LA2403
 LA2403.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2403
 LA2403. The following values were computed from the NAD 83(1997) position.
 LA2403
 LA2403;                    North         East     Units Scale Factor Converg.
 LA2403;SPC IN E     -   619,915.876   162,607.976   MT  1.00001489   +0 29 07.1
 LA2403;SPC IN E     - 2,033,840.67    533,489.67   sFT  1.00001489   +0 29 07.1
 LA2403;UTM  16      - 4,521,929.605   675,013.831   MT  0.99997701   +1 21 26.6
 LA2403
 LA2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7501321929(NAD 83)
 LA2403
 LA2403                          SUPERSEDED SURVEY CONTROL
 LA2403
 LA2403  NAD 83(1995)-  40 49 47.05276(N)    084 55 27.90096(W) AD(       ) 3
 LA2403  NAD 83(1986)-  40 49 47.05502(N)    084 55 27.91378(W) AD(       ) 3
 LA2403  NAD 27      -  40 49 46.87800(N)    084 55 28.04600(W) AD(       ) 3
 LA2403
 LA2403.Superseded values are not recommended for survey control.
 LA2403
 LA2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2403.See file dsdata.pdf to determine how the superseded data were derived.
 LA2403
 LA2403_MARKER: 86 = CUPOLA
 LA2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2403+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 LA2403
 LA2403  HISTORY     - Date     Condition        Report By
 LA2403  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2403  HISTORY     - 1963     GOOD             CGS
 LA2403  HISTORY     - 20030703 GOOD             GEOCAC
 LA2403
 LA2403                          STATION DESCRIPTION
 LA2403
 LA2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (WFD)
 LA2403'THE STATION IS IN THE CENTER OF THE TOWN OF DECATUR ON THE COURT
 LA2403'SQUARE.
 LA2403'
 LA2403'IT IS 80 FEET HIGH.
 LA2403'
 LA2403'THE POINT OBSERVED WAS THE APEX OF THE CUPOLA.
 LA2403
 LA2403                          STATION RECOVERY (1963)
 LA2403
 LA2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2403'THOUGH EVIDENTLY ORIGINALLY POSITIONED IN 1932 BY H.C.W., IT WAS NOT
 LA2403'DESCRIBED UNTIL AGAIN CUT-IN BY W.F.D. IN 1955 WHEN DESCRIBED AS
 LA2403'APEX OF THE CUPOLA, LOCATED NEAR THE CENTER OF DECATUR ON THE
 LA2403'SQUARE BETWEEN SECOND AND THIRD STREETS (N-S) AND BETWEEN COURT AND
 LA2403'MADISON STREETS (E-W), A RED BRICK ORNATELY CARVED-STONE TRIMMED
 LA2403'BUILDING BUILT ABOUT IN 1872 (SEE CORNERSTONE LAID JULY 4 1872,
 LA2403'JUST ABOVE GROUND AT NE CORNER OF BUILDING), APPARENTLY LITTLE
 LA2403'IF ANY CHANGED SINCE.
 LA2403
 LA2403                          STATION RECOVERY (2003)
 LA2403
 LA2403'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2406 ***********************************************************************
 LA2406  DESIGNATION -  DECATUR MC MILLEN MILLS W ELEV
 LA2406  PID         -  LA2406
 LA2406  STATE/COUNTY-  IN/ADAMS
 LA2406  COUNTRY     -  US
 LA2406  USGS QUAD   -  DECATUR (2019)
 LA2406
 LA2406                         *CURRENT SURVEY CONTROL
 LA2406  ______________________________________________________________________
 LA2406* NAD 83(1997) POSITION- 40 50 41.00073(N) 084 56 01.88276(W)   ADJUSTED
 LA2406  ______________________________________________________________________
 LA2406  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 LA2406  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 LA2406  HORZ ORDER      -  THIRD
 LA2406
 LA2406.The horizontal coordinates were established by classical geodetic methods
 LA2406.and adjusted by the National Geodetic Survey in May 1999.
 LA2406
 LA2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2406.GEOID18 height accuracy estimate available here.
 LA2406
 LA2406.Click photographs - Photos may exist for this station.
 LA2406
 LA2406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2406
 LA2406. The following values were computed from the NAD 83(1997) position.
 LA2406
 LA2406;                    North         East     Units Scale Factor Converg.
 LA2406;SPC IN E     -   621,573.292   161,797.789   MT  1.00001365   +0 28 45.4
 LA2406;SPC IN E     - 2,039,278.38    530,831.58   sFT  1.00001365   +0 28 45.4
 LA2406;UTM  16      - 4,523,574.432   674,178.540   MT  0.99997342   +1 21 05.8
 LA2406
 LA2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7417823574(NAD 83)
 LA2406
 LA2406                          SUPERSEDED SURVEY CONTROL
 LA2406
 LA2406  NAD 83(1995)-  40 50 41.00072(N)    084 56 01.88552(W) AD(       ) 3
 LA2406  NAD 83(1986)-  40 50 41.00285(N)    084 56 01.89816(W) AD(       ) 3
 LA2406  NAD 27      -  40 50 40.82600(N)    084 56 02.02800(W) AD(       ) 3
 LA2406
 LA2406.Superseded values are not recommended for survey control.
 LA2406
 LA2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2406.See file dsdata.pdf to determine how the superseded data were derived.
 LA2406
 LA2406_MARKER: 65 = GRAIN ELEVATOR
 LA2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2406+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 LA2406
 LA2406  HISTORY     - Date     Condition        Report By
 LA2406  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2406  HISTORY     - 1963     GOOD             CGS
 LA2406  HISTORY     - 20030703 GOOD             GEOCAC
 LA2406
 LA2406                          STATION DESCRIPTION
 LA2406
 LA2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2406'THE STATION IS LOCATED IN THE NORTH EDGE OF THE TOWN OF DECATUR AND
 LA2406'0.3 MILE EAST OF U.S.
 LA2406'HIGHWAY 27.
 LA2406'
 LA2406'IT IS A LONG CONCRETE STRUCTURE, 196 FEET HIGH AND WITH A SMALL HEAD
 LA2406'HOUSE ON TOP.  THE POINT
 LA2406'OBSERVED WAS THE HEAD HOUSE.
 LA2406
 LA2406                          STATION RECOVERY (1963)
 LA2406
 LA2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2406'REPORTEDLY NO BUILDINGS HAVE BEEN REMOVED BUT SEVERAL HAVE BEEN
 LA2406'ADDED.  THERE WAS NO ONE WHO COULD SAY DEFINITELY WHEN INDIVIDUAL
 LA2406'BUILDINGS WERE ERECTED.  APPARENTLY THE NOW HIGHEST BUILDING WAS
 LA2406'THE HIGHEST IN 1955 AND WOULD BE DESCRIBED AS A HEADHOUSE ON TOP OF
 LA2406'THE ONLY SIX-LOBES-WALLED BUILDING IN A LARGE GROUP OF CONCRETE,
 LA2406'PRODUCTS-STORAGE, SILOS OF THE MC MILLEN FEED MILLS WHICH ARE
 LA2406'AN INTEGRAL PART OF CENTRAL SOYA CORPORATION ON THE NORTHERN
 LA2406'OUTSKIRTS OF DECATUR.  THE OTHER BUILDINGS HAVE ONLY FIVE (5)
 LA2406'CIRCLE-SEGMENT LOBES IN THEIR WALLS ON ANY ONE SIDE, AND THE SAID
 LA2406'BUILDING IS THE ONLY ONE THAT IS ESTIMATED NEAR THE 196 FEET HIGH
 LA2406'AND WITH A SMALL HEAD HOUSE ON TOP.
 LA2406
 LA2406                          STATION RECOVERY (2003)
 LA2406
 LA2406'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1969 ***********************************************************************
 KA1969  DESIGNATION -  DECATURE
 KA1969  PID         -  KA1969
 KA1969  STATE/COUNTY-  IN/JOHNSON
 KA1969  COUNTRY     -  US
 KA1969  USGS QUAD   -  FRANKLIN (2019)
 KA1969
 KA1969                         *CURRENT SURVEY CONTROL
 KA1969  ______________________________________________________________________
 KA1969* NAD 83(1997) POSITION- 39 26 34.66530(N) 086 00 39.09781(W)   ADJUSTED
 KA1969* NAVD 88 ORTHO HEIGHT -   221.72  (+/-2cm)      727.4   (feet) VERTCON3
 KA1969  ______________________________________________________________________
 KA1969  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 KA1969  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 KA1969  HORZ ORDER      -  SECOND
 KA1969  VERT ORDER      -  THIRD ? (See Below)
 KA1969
 KA1969.The horizontal coordinates were established by classical geodetic methods
 KA1969.and adjusted by the National Geodetic Survey in May 1999.
 KA1969
 KA1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1969
 KA1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1969.GEOID18 height accuracy estimate available here.
 KA1969
 KA1969.The vertical order pertains to the NGVD 29 superseded value.
 KA1969
 KA1969.Click photographs - Photos may exist for this station.
 KA1969
 KA1969.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1969
 KA1969. The following values were computed from the NAD 83(1997) position.
 KA1969
 KA1969;                    North         East     Units Scale Factor Converg.
 KA1969;SPC IN E     -   465,728.770    70,371.481   MT  0.99997747   -0 13 07.2
 KA1969;SPC IN E     - 1,527,978.47    230,877.10   sFT  0.99997747   -0 13 07.2
 KA1969;UTM  16      - 4,366,401.282   585,115.532   MT  0.99968920   +0 37 42.4
 KA1969
 KA1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1969!SPC IN E     -   0.99997046  x   0.99997747  =   0.99994793
 KA1969!UTM  16      -   0.99997046  x   0.99968920  =   0.99965967
 KA1969
 KA1969:                Primary Azimuth Mark                     Grid Az
 KA1969:SPC IN E     -  DECALB                                   336 01 06.5
 KA1969:UTM  16      -  DECALB                                   335 10 16.9
 KA1969
 KA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8511566401(NAD 83)
 KA1969
 KA1969|---------------------------------------------------------------------|
 KA1969| PID    Reference Object                     Distance      Geod. Az  |
 KA1969|                                                           dddmmss.s |
 KA1969| CC8594 DECATURE RM                          13.870 METERS 06233     |
 KA1969| KA1968 DECALB                              APPROX. 1.7 KM 3354759.3 |
 KA1969|---------------------------------------------------------------------|
 KA1969
 KA1969                          SUPERSEDED SURVEY CONTROL
 KA1969
 KA1969  NAD 83(1986)-  39 26 34.68074(N)    086 00 39.14573(W) AD(       ) 2
 KA1969  NAD 27      -  39 26 34.49500(N)    086 00 39.19900(W) AD(       ) 2
 KA1969  USSD        -  39 26 34.57400(N)    086 00 38.99500(W) AD(       ) 3
 KA1969  NGVD 29             221.84   (m)          727.8    (f) LEVELING    3  
 KA1969
 KA1969.Superseded values are not recommended for survey control.
 KA1969
 KA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1969.See file dsdata.pdf to determine how the superseded data were derived.
 KA1969
 KA1969_MARKER: DS = TRIANGULATION STATION DISK
 KA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1969_STAMPING: DECATURE 1920
 KA1969_MARK LOGO: CGS
 KA1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1969+STABILITY: SURFACE MOTION
 KA1969
 KA1969  HISTORY     - Date     Condition        Report By
 KA1969  HISTORY     - 1920     MONUMENTED       CGS
 KA1969  HISTORY     - 1961     POOR             USGS
 KA1969  HISTORY     - 1963     MARK NOT FOUND   USGS
 KA1969
 KA1969                          STATION DESCRIPTION
 KA1969
 KA1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1969'ABOUT 7 MILES N OF EDINBURG ON THE W SIDE OF THE PENNSYLVANIA
 KA1969'RAILROAD, 5.875 METERS, 19.27 FEET, W OF THE W AND NEAREST
 KA1969'RAIL, ABOUT 255 YARDS N OF MILEPOST I 24, AND ABOUT 140 YARDS N OF
 KA1969'THE POINT WHERE THE ROAD, WHICH PASSES A FRAME SCHOOLHOUSE AND
 KA1969'INTERURBAN STOP NO. 36, CROSSES THE RAILROAD, ON A KNOLL BETWEEN THE
 KA1969'RAILROAD AND THE ELECTRIC LINE AND 6.815 METERS, 22.36 FEET, E OF
 KA1969'THE E RAIL OF THE ELECTRIC TRACK. THE STATION, UNDERGROUND AND
 KA1969'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1969'THE REFERENCE MARK IS IN THE FENCE LINE ON
 KA1969'THE OPPOSITE SIDE OF THE RAILROAD FROM THE STATION, 13.870
 KA1969'METERS, 45.50 FEET, FROM THE STATION N 62 DEG 33 MIN E.
 KA1969
 KA1969                          STATION RECOVERY (1961)
 KA1969
 KA1969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KA1969'THE STATION WAS FOUND TORN OUT OF GROUND.  UNDERGROUND MARK IS
 KA1969'PROBABLY O.K.  REFERENCE MARK WAS FOUND AS DESCRIBED.
 KA1969
 KA1969                          STATION RECOVERY (1963)
 KA1969
 KA1969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KA1969'STATION HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2087 ***********************************************************************
 JA2087  DESIGNATION -  DECKER STANDPIPE
 JA2087  PID         -  JA2087
 JA2087  STATE/COUNTY-  IN/KNOX
 JA2087  COUNTRY     -  US
 JA2087  USGS QUAD   -  DECKER (2019)
 JA2087
 JA2087                         *CURRENT SURVEY CONTROL
 JA2087  ______________________________________________________________________
 JA2087* NAD 83(1997) POSITION- 38 30 59.79597(N) 087 31 08.67842(W)   ADJUSTED
 JA2087  ______________________________________________________________________
 JA2087  GEOID HEIGHT    -        -31.658 (meters)                     GEOID18
 JA2087  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JA2087  HORZ ORDER      -  THIRD
 JA2087
 JA2087.The horizontal coordinates were established by classical geodetic methods
 JA2087.and adjusted by the National Geodetic Survey in May 1999.
 JA2087
 JA2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2087.GEOID18 height accuracy estimate available here.
 JA2087
 JA2087.Click photographs - Photos may exist for this station.
 JA2087
 JA2087.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2087
 JA2087. The following values were computed from the NAD 83(1997) position.
 JA2087
 JA2087;                    North         East     Units Scale Factor Converg.
 JA2087;SPC IN W     -   362,926.522   861,998.759   MT  0.99998444   -0 16 16.9
 JA2087;SPC IN W     - 1,190,701.43  2,828,074.26   sFT  0.99998444   -0 16 16.9
 JA2087;UTM  16      - 4,263,264.154   454,747.816   MT  0.99962522   -0 19 23.7
 JA2087
 JA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5474763264(NAD 83)
 JA2087
 JA2087                          SUPERSEDED SURVEY CONTROL
 JA2087
 JA2087  NAD 83(1986)-  38 30 59.80516(N)    087 31 08.67862(W) AD(       ) 3
 JA2087  NAD 27      -  38 30 59.64245(N)    087 31 08.59756(W) AD(       ) 3
 JA2087
 JA2087.Superseded values are not recommended for survey control.
 JA2087
 JA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2087.See file dsdata.pdf to determine how the superseded data were derived.
 JA2087
 JA2087_MARKER: 52 = STANDPIPE TANK
 JA2087
 JA2087  HISTORY     - Date     Condition        Report By
 JA2087  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2087
 JA2087                          STATION DESCRIPTION
 JA2087
 JA2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2087'STATION IS LOCATED IN THE SOUTHEAST EDGE OF DECKER, ON A HIGH POINT
 JA2087'OF LAND AND IN THE
 JA2087'EAST EDGE OF A FIELD.
 JA2087'
 JA2087'TO REACH THE STATION FROM THE POST OFFICE IN DECKER, GO SOUTH ON A
 JA2087'PAVED ROAD FOR
 JA2087'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST FOR
 JA2087'0.25 MILE TO A CROSSROAD.  TURN
 JA2087'RIGHT AND GO SOUTH ON A PAVED ROAD
 JA2087'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 JA2087'
 JA2087'STATION IS APPROXIMATELY 50 FEET HIGH, PAINTED SILVER AND HAS THE
 JA2087'NAME DECKER
 JA2087'PRINTED ON THE EAST SIDE OF THE TANK.
 JA2087'
 JA2087'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2105 ***********************************************************************
 LA2105  DESIGNATION -  DEDECKER
 LA2105  PID         -  LA2105
 LA2105  STATE/COUNTY-  IN/GRANT
 LA2105  COUNTRY     -  US
 LA2105  USGS QUAD   -  GAS CITY (2019)
 LA2105
 LA2105                         *CURRENT SURVEY CONTROL
 LA2105  ______________________________________________________________________
 LA2105* NAD 83(1997) POSITION- 40 22 46.45762(N) 085 34 32.18647(W)   ADJUSTED
 LA2105* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 LA2105  ______________________________________________________________________
 LA2105  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 LA2105  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 LA2105  HORZ ORDER      -  SECOND
 LA2105
 LA2105.The horizontal coordinates were established by classical geodetic methods
 LA2105.and adjusted by the National Geodetic Survey in May 1999.
 LA2105
 LA2105.The orthometric height was scaled from a topographic map.
 LA2105
 LA2105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2105.GEOID18 height accuracy estimate available here.
 LA2105
 LA2105.Click photographs - Photos may exist for this station.
 LA2105
 LA2105.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2105
 LA2105. The following values were computed from the NAD 83(1997) position.
 LA2105
 LA2105;                    North         East     Units Scale Factor Converg.
 LA2105;SPC IN E     -   569,667.187   107,732.423   MT  0.99996740   +0 03 32.4
 LA2105;SPC IN E     - 1,868,983.10    353,452.12   sFT  0.99996740   +0 03 32.4
 LA2105;UTM  16      - 4,470,861.130   620,911.867   MT  0.99977996   +0 55 22.4
 LA2105
 LA2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2105!SPC IN E     -   0.99996302  x   0.99996740  =   0.99993042
 LA2105!UTM  16      -   0.99996302  x   0.99977996  =   0.99974299
 LA2105
 LA2105:                Primary Azimuth Mark                     Grid Az
 LA2105:SPC IN E     -  DEDECKER AZ MK                           092 15 50.2
 LA2105:UTM  16      -  DEDECKER AZ MK                           091 24 00.2
 LA2105
 LA2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2091170861(NAD 83)
 LA2105
 LA2105|---------------------------------------------------------------------|
 LA2105| PID    Reference Object                     Distance      Geod. Az  |
 LA2105|                                                           dddmmss.s |
 LA2105| CC8596 DEDECKER RM 1                        31.721 METERS 09119     |
 LA2105| CC8595 DEDECKER AZ MK                                     0921922.6 |
 LA2105| CC8597 DEDECKER RM 2                        31.703 METERS 27347     |
 LA2105|---------------------------------------------------------------------|
 LA2105
 LA2105                          SUPERSEDED SURVEY CONTROL
 LA2105
 LA2105  NAD 83(1995)-  40 22 46.46055(N)    085 34 32.19912(W) AD(       ) 2
 LA2105  NAD 83(1986)-  40 22 46.46046(N)    085 34 32.19983(W) AD(       ) 2
 LA2105  NAD 27      -  40 22 46.32090(N)    085 34 32.30230(W) AD(       ) 2
 LA2105
 LA2105.Superseded values are not recommended for survey control.
 LA2105
 LA2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2105.See file dsdata.pdf to determine how the superseded data were derived.
 LA2105
 LA2105_MARKER: DS = TRIANGULATION STATION DISK
 LA2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2105_STAMPING: DEDECKER 1955
 LA2105_MARK LOGO: CGS
 LA2105_PROJECTION: FLUSH
 LA2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2105+STABILITY: SURFACE MOTION
 LA2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2105+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 LA2105
 LA2105  HISTORY     - Date     Condition        Report By
 LA2105  HISTORY     - 1955     MONUMENTED       CGS
 LA2105  HISTORY     - 20040930 GOOD             BFSINC
 LA2105
 LA2105                          STATION DESCRIPTION
 LA2105
 LA2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2105'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF FAIRMOUNT, 4 MILES
 LA2105'WEST OF MATTHEWS, 4 MILES NORTHEAST OF SUMMITVILLE.
 LA2105'
 LA2105'IT IS 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 77 FEET
 LA2105'EAST OF THE CENTER OF A FARM DRIVEWAY, 39 FEET NORTH OF THE CENTER OF
 LA2105'A GRAVEL ROAD, 21 FEET NORTH OF A WHITE 4 BY 4 INCH WITNESS POST AND A
 LA2105'WIRE FENCE, AND ON LAND OWNED BY MR. RICHARD DE DECKER.
 LA2105'
 LA2105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 221, 21 AND
 LA2105'U.S. HIGHWAY 35 IN MATTHEWS, GO SOUTH ON A MACADAM ROAD FOR 0.5 MILE
 LA2105'TO A GRAVEL CROSSROAD, TURN RIGHT (WEST) AND FOLLOW THE MAIN GRAVEL
 LA2105'ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 LA2105'BELOW, CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 0.3 MILE TO THE FARM
 LA2105'HOME OF MR. DE DECKER ON THE RIGHT AND THE STATION AS DESCRIBED.
 LA2105'
 LA2105'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DE
 LA2105'DECKER 1955.
 LA2105'
 LA2105'REFERENCE MARK 1 IS 45 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 LA2105'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE
 LA2105'DISK IS STAMPED DE DECKER NO 1 1955.
 LA2105'
 LA2105'REFERENCE MARK 2 IS 45 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 LA2105'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 LA2105'DISK IS STAMPED DE DECKER NO 2 1955.
 LA2105'
 LA2105'THE AZIMUTH MARK IS 44 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 19
 LA2105'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 6 FEET SOUTH OF AN
 LA2105'18-INCH WALNUT TREE, 3.5 FEET EAST OF A WHITE 4 BY 4 INCH WITNESS
 LA2105'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES,
 LA2105'AND THE DISK IS STAMPED DE DECKER 1955.
 LA2105'
 LA2105'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2105
 LA2105                          STATION RECOVERY (2004)
 LA2105
 LA2105'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LA2105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1646 ***********************************************************************
 MD1646  DESIGNATION -  DEEDS
 MD1646  PID         -  MD1646
 MD1646  STATE/COUNTY-  IN/KOSCIUSKO
 MD1646  COUNTRY     -  US
 MD1646  USGS QUAD   -  PIERCETON (2019)
 MD1646
 MD1646                         *CURRENT SURVEY CONTROL
 MD1646  ______________________________________________________________________
 MD1646* NAD 83(1997) POSITION- 41 14 07.97610(N) 085 44 12.69306(W)   ADJUSTED
 MD1646* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 MD1646  ______________________________________________________________________
 MD1646  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 MD1646  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 MD1646  HORZ ORDER      -  FIRST
 MD1646
 MD1646.The horizontal coordinates were established by classical geodetic methods
 MD1646.and adjusted by the National Geodetic Survey in May 1999.
 MD1646
 MD1646.The orthometric height was scaled from a topographic map.
 MD1646
 MD1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1646.GEOID18 height accuracy estimate available here.
 MD1646
 MD1646.Click photographs - Photos may exist for this station.
 MD1646
 MD1646.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1646
 MD1646. The following values were computed from the NAD 83(1997) position.
 MD1646
 MD1646;                    North         East     Units Scale Factor Converg.
 MD1646;SPC IN E     -   664,718.864    94,115.610   MT  0.99996709   -0 02 46.6
 MD1646;SPC IN E     - 2,180,831.81    308,777.63   sFT  0.99996709   -0 02 46.6
 MD1646;UTM  16      - 4,565,674.951   605,854.124   MT  0.99973790   +0 49 57.7
 MD1646
 MD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1646!SPC IN E     -   0.99996182  x   0.99996709  =   0.99992892
 MD1646!UTM  16      -   0.99996182  x   0.99973790  =   0.99969973
 MD1646
 MD1646:                Primary Azimuth Mark                     Grid Az
 MD1646:SPC IN E     -  DEEDS AZ MK                              089 24 00.6
 MD1646:UTM  16      -  DEEDS AZ MK                              088 31 16.3
 MD1646
 MD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0585465674(NAD 83)
 MD1646
 MD1646|---------------------------------------------------------------------|
 MD1646| PID    Reference Object                     Distance      Geod. Az  |
 MD1646|                                                           dddmmss.s |
 MD1646| CC8598 DEEDS AZ MK                                        0892114.0 |
 MD1646| CC8599 DEEDS RM 1                           31.318 METERS 27706     |
 MD1646| CC8600 DEEDS RM 2                           35.088 METERS 34755     |
 MD1646|---------------------------------------------------------------------|
 MD1646
 MD1646                          SUPERSEDED SURVEY CONTROL
 MD1646
 MD1646  NAD 83(1995)-  41 14 07.98031(N)    085 44 12.70295(W) AD(       ) 1
 MD1646  NAD 83(1986)-  41 14 07.97952(N)    085 44 12.70344(W) AD(       ) 1
 MD1646  NAD 27      -  41 14 07.81960(N)    085 44 12.74970(W) AD(       ) 1
 MD1646
 MD1646.Superseded values are not recommended for survey control.
 MD1646
 MD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1646.See file dsdata.pdf to determine how the superseded data were derived.
 MD1646
 MD1646_MARKER: DS = TRIANGULATION STATION DISK
 MD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1646_STAMPING: DEEDS 1946
 MD1646_MARK LOGO: CGS
 MD1646_PROJECTION: FLUSH
 MD1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1646+STABILITY: SURFACE MOTION
 MD1646
 MD1646  HISTORY     - Date     Condition        Report By
 MD1646  HISTORY     - 1946     MONUMENTED       CGS
 MD1646
 MD1646                          STATION DESCRIPTION
 MD1646
 MD1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1646'STATION IS LOCATED 15.55 MILES WEST OF THE COUNTY BUILDING IN
 MD1646'COLUMBIA CITY AND 2
 MD1646'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 30 ON
 MD1646'PROPERTY OWNED BY W. P. ANDERSON.  IT
 MD1646'IS 82 FEET NORTH OF THE NORTHEAST CORNER OF THE RED BARN, 131 FEET
 MD1646'EAST OF THE NORTHEAST CORNER OF THE
 MD1646'HOUSE, 19 FEET WEST OF THE FENCE AND 67 FEET SOUTH OF
 MD1646'U.S. HIGHWAY 30.  THE MARK IS FLUSH AND THE DISK IS
 MD1646'STAMPED DEEDS 1946.
 MD1646'
 MD1646'REFERENCE MARK NO. 1 IS 102.75 FEET WEST OF THE STATION.  IT IS 52
 MD1646'FEET SOUTH OF THE CENTER OF THE
 MD1646'HIGHWAY AND 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 MD1646'THE MARK IS FLUSH AND THE DISK IS
 MD1646'STAMPED DEEDS NO 1 1946.
 MD1646'
 MD1646'REFERENCE MARK NO. 2 IS 115.12 FEET NORTH OF THE STATION.  IT IS 48
 MD1646'FEET NORTH OF THE CENTER OF
 MD1646'HIGHWAY 30, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE AND 7
 MD1646'FEET WEST OF A TELEPHONE POLE.  THE
 MD1646'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DEEDS NO 2
 MD1646'1946.
 MD1646'
 MD1646'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1646'U.S. HIGHWAY 30.  IT IS 48 FEET
 MD1646'SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF THE SOUTH
 MD1646'RIGHT-OF-WAY FENCE LINE AND 2 FEET
 MD1646'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1646'AND THE DISK IS STAMPED DEEDS 1946.
 MD1646'
 MD1646'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2536 ***********************************************************************
 ME2536  DESIGNATION -  DEEP
 ME2536  PID         -  ME2536
 ME2536  STATE/COUNTY-  IN/PORTER
 ME2536  COUNTRY     -  US
 ME2536  USGS QUAD   -  PALMER (2019)
 ME2536
 ME2536                         *CURRENT SURVEY CONTROL
 ME2536  ______________________________________________________________________
 ME2536* NAD 83(1997) POSITION- 41 28 14.76472(N) 087 09 59.59907(W)   ADJUSTED
 ME2536* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 ME2536  ______________________________________________________________________
 ME2536  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME2536  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2536  HORZ ORDER      -  FIRST
 ME2536
 ME2536.The horizontal coordinates were established by classical geodetic methods
 ME2536.and adjusted by the National Geodetic Survey in May 1999.
 ME2536
 ME2536.The orthometric height was scaled from a topographic map.
 ME2536
 ME2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2536.GEOID18 height accuracy estimate available here.
 ME2536
 ME2536.Click photographs - Photos may exist for this station.
 ME2536
 ME2536.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2536
 ME2536. The following values were computed from the NAD 83(1997) position.
 ME2536
 ME2536;                    North         East     Units Scale Factor Converg.
 ME2536;SPC IN W     -   690,842.564   893,048.392   MT  0.99996726   -0 03 18.4
 ME2536;SPC IN W     - 2,266,539.31  2,929,942.93   sFT  0.99996726   -0 03 18.4
 ME2536;UTM  16      - 4,591,032.302   486,092.582   MT  0.99960238   -0 06 37.1
 ME2536
 ME2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2536!SPC IN W     -   0.99996891  x   0.99996726  =   0.99993617
 ME2536!UTM  16      -   0.99996891  x   0.99960238  =   0.99957131
 ME2536
 ME2536:                Primary Azimuth Mark                     Grid Az
 ME2536:SPC IN W     -  DEEP AZ MK                               265 45 30.5
 ME2536:UTM  16      -  DEEP AZ MK                               265 48 49.2
 ME2536
 ME2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8609291032(NAD 83)
 ME2536
 ME2536|---------------------------------------------------------------------|
 ME2536| PID    Reference Object                     Distance      Geod. Az  |
 ME2536|                                                           dddmmss.s |
 ME2536| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX.12.9 KM 0585951.1 |
 ME2536| CM3403 DEEP RM 1                            31.836 METERS 08822     |
 ME2536| CM3405 DEEP RM 3                            31.830 METERS 08823     |
 ME2536| CM3404 DEEP RM 2                            35.622 METERS 17533     |
 ME2536| CM3402 DEEP AZ MK                                         2654212.1 |
 ME2536| ME2486 GARY SOUTH MUNICIPAL TANK           APPROX.16.3 KM 3001235.6 |
 ME2536| ME2489 HOBART MUNICIPAL TANK 1             APPROX.10.1 KM 3104427.8 |
 ME2536| ME2487 HOBART MUNICIPAL TANK 2             APPROX.12.0 KM 3130102.8 |
 ME2536|---------------------------------------------------------------------|
 ME2536
 ME2536                          SUPERSEDED SURVEY CONTROL
 ME2536
 ME2536  NAD 83(1986)-  41 28 14.77018(N)    087 09 59.60444(W) AD(       ) 1
 ME2536  NAD 27      -  41 28 14.63080(N)    087 09 59.48840(W) AD(       ) 1
 ME2536
 ME2536.Superseded values are not recommended for survey control.
 ME2536
 ME2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2536.See file dsdata.pdf to determine how the superseded data were derived.
 ME2536
 ME2536_MARKER: DS = TRIANGULATION STATION DISK
 ME2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2536_STAMPING: DEEP 1952
 ME2536_MARK LOGO: CGS
 ME2536_PROJECTION: FLUSH
 ME2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2536+STABILITY: SURFACE MOTION
 ME2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2536+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2022
 ME2536
 ME2536  HISTORY     - Date     Condition        Report By
 ME2536  HISTORY     - 1952     MONUMENTED       CGS
 ME2536  HISTORY     - 1969     GOOD             CGS
 ME2536  HISTORY     - 20220325 GOOD             IN-127
 ME2536
 ME2536                          STATION DESCRIPTION
 ME2536
 ME2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2536'STATION IS LOCATED ABOUT 8 MILES EAST OF MERRILLVILLE AND 5 MILES WEST
 ME2536'OF VALPARAISO ON HIGHWAY RIGHT-OF-WAY.  IT IS 176 FEET NORTHEAST OF
 ME2536'THE INTERSECTION OF U.S.  HIGHWAY 30 AND A PAVED ROAD SOUTH, 131 FEET
 ME2536'WEST OF A POWER LINE POLE, 85 FEET NORTH OF THE CENTER OF THE NORTH
 ME2536'LANE OF U.S. HIGHWAY 30 AND 17 FEET NORTHWEST OF A WHITE WITNESS POST.
 ME2536'THE MARK IS FLUSH AND THE DISK IS STAMPED DEEP 1952.
 ME2536'
 ME2536'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE ABANDONED
 ME2536'HIGHWAY ROADBED AND 27 FEET WEST OF A POWER LINE POLE.  THE MARK IS
 ME2536'FLUSH AND THE DISK IS STAMPED DEEP NO 1 1952.
 ME2536'
 ME2536'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE GRASS ISLAND
 ME2536'SEPARATING THE DUAL LANES OF THE HIGHWAY.  THE MARK IS FLUSH AND THE
 ME2536'DISK IS STAMPED DEEP NO 2 1952.
 ME2536'
 ME2536'AZIMUTH MARK IS 65 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S.
 ME2536'HIGHWAY 30, 15 FEET EAST OF POWER LINE POLE 312/268 NO. 38, 2 FEET
 ME2536'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 ME2536'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DEEP 1952.
 ME2536'
 ME2536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S.
 ME2536'HIGHWAY 30, WHICH IS ABOUT 2 MILES SOUTH OF MERRILLVILLE, GO EAST ON
 ME2536'HIGHWAY 30 FOR 6.0 MILES TO THE LAKE-PORTER COUNTY LINE, CONTINUE EAST
 ME2536'ON HIGHWAY FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2536'DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.4 MILE TO A PAVED SIDE ROAD
 ME2536'RIGHT AND THE STATION ON THE LEFT, NORTH SIDE OF HIGHWAY AS DESCRIBED.
 ME2536'
 ME2536'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2536
 ME2536                          STATION RECOVERY (1969)
 ME2536
 ME2536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2536'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 ME2536'CONDITION.  THE DISK AND TOP PORTION OF REFERENCE MARK 1 WAS FOUND
 ME2536'SHEARED OFF. A NEW DISK WAS SET IN THE POST.  THE LINE OF SIGHT TO THE
 ME2536'AZIMUTH MARK IS BLOCKED BY TREES ABOUT 200 FEET WEST OF THE STATION
 ME2536'MARK.
 ME2536'
 ME2536'THE STATION IS 152 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 ME2536'NORTH, 71 FEET EAST OF A 20 INCH ELM TREE AND 1 FOOT EAST OF A METAL
 ME2536'WITNESS POST AND AS DESCRIBED.
 ME2536'
 ME2536'REFERENCE MARK 2 IS 150 FEET EAST OF THE CENTERLINE OF A ROAD
 ME2536'CROSSOVER, 35 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 ME2536'THE HIGHWAY AND 31 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 ME2536'LANE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DEEP NO 2 1952.
 ME2536'
 ME2536'REFERENCE MARK 3 IS 96 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2536'LANE OF THE HIGHWAY, 48 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 ME2536'ROAD AND 28 FEET WEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 ME2536'DISK IS STAMPED DEEP 1952 NO 3 1969.
 ME2536'
 ME2536'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 ME2536'LANE OF THE HIGHWAY, 37 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY
 ME2536'AND 2 FEET WEST OF POWER POLE NO. 324/925.  THE MONUMENT IS FLUSH AND
 ME2536'THE DISK IS STAMPED DEEP 1952.
 ME2536'
 ME2536'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 ME2536'U.S. HIGHWAY 30, ABOUT 2 MILES SOUTHEAST OF MERRILLVILLE, GO EAST ON
 ME2536'HIGHWAY 30 FOR 3.3 MILES TO THE JUNCTION OF STATE HIGHWAY 51.
 ME2536'CONTINUE EAST ON HIGHWAY 30 FOR 4.35 MILES TO THE AZIMUTH MARK ON THE
 ME2536'RIGHT.  CONTINUE EAST FOR 0.4 MILE TO THE STATION ON THE LEFT.
 ME2536'
 ME2536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES WEST OF
 ME2536'VALPARAISO.
 ME2536'
 ME2536'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2536
 ME2536                          STATION RECOVERY (2022)
 ME2536
 ME2536'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2536'STATION IS LOCATED ABOUT 8 MILES EAST OF MERRILLVILLE AND 5 MILES WEST
 ME2536'OF VALPARAISO ON HIGHWAY RIGHT-OF-WAY.  IT IS 176 FEET NORTHEAST OF
 ME2536'THE  INTERSECTION OF U.S. HIGHWAY 30 AND A PAVED ROAD SOUTH, 131 FEET
 ME2536'WEST OF A POWER LINE POLE, 85 FEET NORTH OF THE CENTER OF THE NORTH
 ME2536'LANE OF U.S. HIGHWAY 30 AND 17 FEET NORTHWEST OF A WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1467 ***********************************************************************
 HA1467  DESIGNATION -  DEER
 HA1467  PID         -  HA1467
 HA1467  STATE/COUNTY-  IN/PERRY
 HA1467  COUNTRY     -  US
 HA1467  USGS QUAD   -  CANNELTON (2019)
 HA1467
 HA1467                         *CURRENT SURVEY CONTROL
 HA1467  ______________________________________________________________________
 HA1467* NAD 83(1997) POSITION- 37 57 47.79158(N) 086 39 42.83758(W)   ADJUSTED
 HA1467* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 HA1467  ______________________________________________________________________
 HA1467  GEOID HEIGHT    -        -32.213 (meters)                     GEOID18
 HA1467  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 HA1467  HORZ ORDER      -  FIRST
 HA1467
 HA1467.The horizontal coordinates were established by classical geodetic methods
 HA1467.and adjusted by the National Geodetic Survey in May 1999.
 HA1467
 HA1467.The orthometric height was scaled from a topographic map.
 HA1467
 HA1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1467.GEOID18 height accuracy estimate available here.
 HA1467
 HA1467.Click photographs - Photos may exist for this station.
 HA1467
 HA1467.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1467
 HA1467. The following values were computed from the NAD 83(1997) position.
 HA1467
 HA1467;                    North         East     Units Scale Factor Converg.
 HA1467;SPC IN W     -   301,501.661   937,032.885   MT  0.99998355   +0 15 33.3
 HA1467;SPC IN W     -   989,176.70  3,074,248.72   sFT  0.99998355   +0 15 33.3
 HA1467;SPC KY1Z     - 1,181,286.496 1,419,874.513   MT  0.99990609   -0 33 35.5
 HA1467;SPC KY1Z     - 3,875,604.11  4,658,371.63   sFT  0.99990609   -0 33 35.5
 HA1467;SPC KY S     -   681,275.565   419,866.508   MT  1.00000560   -0 33 10.9
 HA1467;SPC KY S     - 2,235,151.58  1,377,512.03   sFT  1.00000560   -0 33 10.9
 HA1467;UTM  16      - 4,201,794.271   529,699.175   MT  0.99961086   +0 12 28.8
 HA1467
 HA1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1467!SPC IN W     -   0.99997180  x   0.99998355  =   0.99995535
 HA1467!SPC KY1Z     -   0.99997180  x   0.99990609  =   0.99987789
 HA1467!SPC KY S     -   0.99997180  x   1.00000560  =   0.99997740
 HA1467!UTM  16      -   0.99997180  x   0.99961086  =   0.99958267
 HA1467
 HA1467:                Primary Azimuth Mark                     Grid Az
 HA1467:SPC IN W     -  DEER AZ MK                               354 40 48.7
 HA1467:SPC KY1Z     -  DEER AZ MK                               355 29 57.5
 HA1467:SPC KY S     -  DEER AZ MK                               355 29 32.9
 HA1467:UTM  16      -  DEER AZ MK                               354 43 53.2
 HA1467
 HA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2969901794(NAD 83)
 HA1467
 HA1467|---------------------------------------------------------------------|
 HA1467| PID    Reference Object                     Distance      Geod. Az  |
 HA1467|                                                           dddmmss.s |
 HA1467| CG8478 DEER RM 1                            25.618 METERS 05344     |
 HA1467| CG8479 DEER RM 2                            29.416 METERS 12136     |
 HA1467| CG8477 DEER AZ MK                                         3545622.0 |
 HA1467|---------------------------------------------------------------------|
 HA1467
 HA1467                          SUPERSEDED SURVEY CONTROL
 HA1467
 HA1467  NAD 83(1993)-  37 57 47.79277(N)    086 39 42.83796(W) AD(       ) 1
 HA1467  NAD 83(1986)-  37 57 47.79932(N)    086 39 42.84157(W) AD(       ) 1
 HA1467  NAD 27      -  37 57 47.58800(N)    086 39 42.89800(W) AD(       ) 1
 HA1467
 HA1467.Superseded values are not recommended for survey control.
 HA1467
 HA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1467.See file dsdata.pdf to determine how the superseded data were derived.
 HA1467
 HA1467_MARKER: DS = TRIANGULATION STATION DISK
 HA1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1467_STAMPING: DEER 1946
 HA1467_MARK LOGO: CGS
 HA1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1467+STABILITY: SURFACE MOTION
 HA1467
 HA1467  HISTORY     - Date     Condition        Report By
 HA1467  HISTORY     - 1946     MONUMENTED       CGS
 HA1467  HISTORY     - 1946     GOOD             CGS
 HA1467  HISTORY     - 20000310 GOOD             DI
 HA1467
 HA1467                          STATION DESCRIPTION
 HA1467
 HA1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1467'STATION IS LOCATED ON A HIGH HILL OWNED BY J. B. LUTGRING AND ABOUT 6
 HA1467'MILES EAST OF TELL CITY AND 5 MILES NORTHEAST OF CANNELTON.  IT IS
 HA1467'38.8 FEET SOUTH OF THE SOUTHEAST CORNER OF MR. LUTGRINGS HOUSE, 38.7
 HA1467'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AND 33 FEET
 HA1467'WEST OF F A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HA1467'DISK IS STAMPED DEER 1946.
 HA1467'
 HA1467'REFERENCE MARK NO. 1 IS 84.05 FEET NORTHEAST OF THE STATION.  IT IS
 HA1467'27.2 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE AND 15 FEET WEST
 HA1467'OF AN 18 INCH WILD CHERRY TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HA1467'THE DISK IS STAMPED DEER NO 1 1946.
 HA1467'
 HA1467'REFERENCE MARK NO. 2 IS 96.51 FEET SOUTHEAST OF THE STATION.  IT IS
 HA1467'47 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 1 FOOT
 HA1467'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1467'STAMPED DEER NO 2 1946.
 HA1467'
 HA1467'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION.  IT IS 60 FEET
 HA1467'SOUTHWEST OF A FENCE CORNER, 11 FEET WEST OF THE CENTER OF THE
 HA1467'ROAD AND 2.8 FEET SOUTH OF A WHITE POST.  THE MARK PROJECTS ABOUT 4
 HA1467'INCHES AND THE DISK IS STAMPED DEER 1946.
 HA1467'
 HA1467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 237
 HA1467'IN THE WESTERN PART OF CANNELTON, GO NORTH ON HIGHWAY 237 FOR
 HA1467'2.8 MILES TO A FORK, TAKE RIGHT FORK AND GO 1.7 MILES TO A FORK JUST
 HA1467'AFTER CROSSING BRIDGE, TAKE RIGHT FORK AND GO 2.8 MILES TO A T-ROAD
 HA1467'LEFT AND A LANE LEADING TO MR LUTGRINGS HOUSE ON THE RIGHT, * TURN
 HA1467'RIGHT INTO LANE AND GO 0.1 MILE TO HOUSE AND STATION.
 HA1467'
 HA1467'* TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO 0.3 MILE
 HA1467'TO THE AZIMUTH MARK ON THE LEFT.
 HA1467'
 HA1467'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1467
 HA1467                          STATION RECOVERY (1946)
 HA1467
 HA1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 HA1467'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  CORRECTED DESCRIPTION
 HA1467'FOLLOWS-
 HA1467'
 HA1467'STATION IS LOCATED ON HIGH HILL OWNED BY WM. S. RHODES AND ABOUT 6
 HA1467'MILES EAST OF TELL CITY AND 5 MILES NORTHEAST OF CANNELTON.  IT
 HA1467'IS 38.7 FEET WEST OF THE NORTHWEST CORNER OF MR. RHODES HOUSE, 38.6
 HA1467'FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 33 FEET NORTH OF
 HA1467'A FENCE LINE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 HA1467'DEER 1946.
 HA1467'
 HA1467'REFERENCE MARK NO. 1 IS 84.05 FEET NORTHEAST OF THE STATION.  IT IS
 HA1467'27.4 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE AND 15.5 FEET
 HA1467'WEST OF AN 18-INCH WILD CHERRY TREE, THE MARK PROJECTS 4 INCHES AND
 HA1467'THE DISK IS STAMPED DEER NO. 1 1946.
 HA1467'
 HA1467'REFERENCE MARK NO. 2 IS 96.51 FEET SOUTHEAST OF THE STATION.  IT IS
 HA1467'47 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1 FOOT
 HA1467'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED
 HA1467'DEER NO. 2 1946.
 HA1467'
 HA1467'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION.  IT IS 60 FEET
 HA1467'SOUTHWEST OF A FENCE CORNER, 11 FEET WEST OF THE CENTER OF THE
 HA1467'ROAD AND 2.8 FEET SOUTH OF A WHITE POST.  THE MARK PROJECTS 4 INCHES
 HA1467'AND THE DISK IS STAMPED DEER 1946.
 HA1467'
 HA1467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NOS. 66 AND
 HA1467'237 IN THE WESTERN PART OF CANNELTON, GO NORTH ON HIGHWAY 237 FOR
 HA1467'2.8 MILES TO A FORK, TAKE RIGHT FORK AND GO 1.7 MILES TO A FORK JUST
 HA1467'AFTER CROSSING A BRIDGE, TAKE RIGHT FORK AND GO 2.8 MILES TO A T-ROAD
 HA1467'LEFT AND A LANE RIGHT LEADING TO MR RHODES HOUSE,*
 HA1467'TURN RIGHT INTO LANE AND GO 0.1 MILE TO HOUSE AND
 HA1467'STATION AS DESCRIBED.
 HA1467'
 HA1467'* TO REACH THE AZIMUTH FROM THIS POINT TURN LEFT AND GO 0.3 MILE TO
 HA1467'AZIMUTH ON LEFT.
 HA1467
 HA1467                          STATION RECOVERY (2000)
 HA1467
 HA1467'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 HA1467'FOUND RM 1 IN GOOD CONDITION NEAR TREE AND TO NE OF NE CORNER OF
 HA1467'HOUSE.  STATION MARK AND RM 2 NOT SEARCHED FOR BECAUSE OF MANY DOGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2407 ***********************************************************************
 LB2407  DESIGNATION -  DEER CREEK
 LB2407  PID         -  LB2407
 LB2407  STATE/COUNTY-  IN/CARROLL
 LB2407  COUNTRY     -  US
 LB2407  USGS QUAD   -  DEER CREEK (2019)
 LB2407
 LB2407                         *CURRENT SURVEY CONTROL
 LB2407  ______________________________________________________________________
 LB2407* NAD 83(1997) POSITION- 40 37 01.99310(N) 086 23 24.73530(W)   ADJUSTED
 LB2407* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2407  ______________________________________________________________________
 LB2407  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 LB2407  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 LB2407  HORZ ORDER      -  THIRD
 LB2407
 LB2407.The horizontal coordinates were established by classical geodetic methods
 LB2407.and adjusted by the National Geodetic Survey in May 1999.
 LB2407
 LB2407.The orthometric height was scaled from a topographic map.
 LB2407
 LB2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2407.GEOID18 height accuracy estimate available here.
 LB2407
 LB2407.Click photographs - Photos may exist for this station.
 LB2407
 LB2407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2407
 LB2407. The following values were computed from the NAD 83(1997) position.
 LB2407
 LB2407;                    North         East     Units Scale Factor Converg.
 LB2407;SPC IN W     -   596,282.804   958,650.878   MT  1.00000899   +0 27 04.5
 LB2407;SPC IN W     - 1,956,304.50  3,145,173.76   sFT  1.00000899   +0 27 04.5
 LB2407;UTM  16      - 4,496,444.992   551,580.452   MT  0.99963275   +0 23 49.2
 LB2407
 LB2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2407!SPC IN W     -   0.99997120  x   1.00000899  =   0.99998019
 LB2407!UTM  16      -   0.99997120  x   0.99963275  =   0.99960396
 LB2407
 LB2407:                Primary Azimuth Mark                     Grid Az
 LB2407:SPC IN W     -  DEER CREEK AZ MK                         016 14 50.8
 LB2407:UTM  16      -  DEER CREEK AZ MK                         016 18 06.1
 LB2407
 LB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5158096444(NAD 83)
 LB2407
 LB2407|---------------------------------------------------------------------|
 LB2407| PID    Reference Object                     Distance      Geod. Az  |
 LB2407|                                                           dddmmss.s |
 LB2407| CC8601 DEER CREEK AZ MK                                   0164155.3 |
 LB2407| CC8602 DEER CREEK RM 1                      25.222 METERS 03712     |
 LB2407| CC8603 DEER CREEK RM 2                      30.434 METERS 30601     |
 LB2407|---------------------------------------------------------------------|
 LB2407
 LB2407                          SUPERSEDED SURVEY CONTROL
 LB2407
 LB2407  NAD 83(1986)-  40 37 01.99782(N)    086 23 24.74594(W) AD(       ) 3
 LB2407  NAD 27      -  40 37 01.85760(N)    086 23 24.73260(W) AD(       ) 3
 LB2407
 LB2407.Superseded values are not recommended for survey control.
 LB2407
 LB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2407.See file dsdata.pdf to determine how the superseded data were derived.
 LB2407
 LB2407_MARKER: DS = TRIANGULATION STATION DISK
 LB2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2407_STAMPING: DEER CREEK 1954
 LB2407_MARK LOGO: CGS
 LB2407_PROJECTION: FLUSH
 LB2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2407+STABILITY: SURFACE MOTION
 LB2407
 LB2407  HISTORY     - Date     Condition        Report By
 LB2407  HISTORY     - 1954     MONUMENTED       CGS
 LB2407
 LB2407                          STATION DESCRIPTION
 LB2407
 LB2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2407'STATION IS LOCATED ABOUT 10 MILES SOUTH OF LOGANSPORT AND 8 MILE EAST
 LB2407'OF CAMDEN IN THE TOWN OF DEER CREEK ON THE PROPERTY OF THE DEER
 LB2407'CREEK SCHOOL.  IT IS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB2407'THE SCHOOL BUILDING, 59 FEET NORTHWEST OF A POWER LINE POLE, 46 FEET
 LB2407'EAST OF THE CENTER OF A GRAVEL DRIVEWAY AND 33 FEET NORTH OF A WHITE
 LB2407'WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2407'STAMPED DEER CREEK 1954.
 LB2407'
 LB2407'REFERENCE MARK NO. 1 IS 102 FEET EAST OF THE SOUTHEAST CORNER OF THE
 LB2407'SCHOOL BUILDING AND 4 FEET SOUTH OF A POWER LINE POLE.  THE MARK IS
 LB2407'FLUSH AND THE DISK IS STAMPED DEER CREEK NO 1 1954.
 LB2407'
 LB2407'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LB2407'SCHOOL BUILDING AND 2 FEET SOUTH OF THE SOUTH SIDE OF THE BUILDING.
 LB2407'THE DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE RETAINING WALL
 LB2407'THAT PROJECTS 2 INCHES AND IS STAMPED DEER CREEK NO 2 1954.
 LB2407'
 LB2407'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LB2407'SOUTHEAST OF A WHITE WITNESS POST, 2 FEET NORTHEAST OF A FENCE
 LB2407'CORNER AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 LB2407'DISK IS STAMPED DEER CREEK 1954.
 LB2407'
 LB2407'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 LB2407'29 FOR 0.65 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON
 LB2407'GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2407'
 LB2407'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1986 ***********************************************************************
 JA1986  DESIGNATION -  DEGONIA
 JA1986  PID         -  JA1986
 JA1986  STATE/COUNTY-  IN/WARRICK
 JA1986  COUNTRY     -  US
 JA1986  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1986
 JA1986                         *CURRENT SURVEY CONTROL
 JA1986  ______________________________________________________________________
 JA1986* NAD 83(1997) POSITION- 38 02 09.98924(N) 087 10 48.80943(W)   ADJUSTED
 JA1986* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 JA1986  ______________________________________________________________________
 JA1986  GEOID HEIGHT    -        -31.338 (meters)                     GEOID18
 JA1986  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 JA1986  HORZ ORDER      -  FIRST
 JA1986
 JA1986.The horizontal coordinates were established by classical geodetic methods
 JA1986.and adjusted by the National Geodetic Survey in May 1999.
 JA1986
 JA1986.The orthometric height was scaled from a topographic map.
 JA1986
 JA1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1986.GEOID18 height accuracy estimate available here.
 JA1986
 JA1986.Click photographs - Photos may exist for this station.
 JA1986
 JA1986.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1986
 JA1986. The following values were computed from the NAD 83(1997) position.
 JA1986
 JA1986;                    North         East     Units Scale Factor Converg.
 JA1986;SPC IN W     -   309,506.211   891,494.237   MT  0.99996756   -0 03 34.9
 JA1986;SPC IN W     - 1,015,438.29  2,924,844.01   sFT  0.99996756   -0 03 34.9
 JA1986;UTM  16      - 4,209,836.630   484,184.496   MT  0.99960308   -0 06 39.8
 JA1986
 JA1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1986!SPC IN W     -   0.99998359  x   0.99996756  =   0.99995115
 JA1986!UTM  16      -   0.99998359  x   0.99960308  =   0.99958668
 JA1986
 JA1986:                Primary Azimuth Mark                     Grid Az
 JA1986:SPC IN W     -  OTTER                                    305 47 36.5
 JA1986:UTM  16      -  OTTER                                    305 50 41.4
 JA1986
 JA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8418409836(NAD 83)
 JA1986
 JA1986|---------------------------------------------------------------------|
 JA1986| PID    Reference Object                     Distance      Geod. Az  |
 JA1986|                                                           dddmmss.s |
 JA1986| CG8486 DEGONIA RM 1                         27.444 METERS 10206     |
 JA1986| JA1998 BOONVILLE MUNICIPAL TANK            APPROX. 7.7 KM 2811835.8 |
 JA1986| JA1990 OTTER                               APPROX. 0.7 KM 3054401.6 |
 JA1986| CG8487 DEGONIA RM 2                         12.198 METERS 33115     |
 JA1986|---------------------------------------------------------------------|
 JA1986
 JA1986                          SUPERSEDED SURVEY CONTROL
 JA1986
 JA1986  NAD 83(1993)-  38 02 09.99220(N)    087 10 48.80924(W) AD(       ) 1
 JA1986  NAD 83(1986)-  38 02 09.99820(N)    087 10 48.81197(W) AD(       ) 1
 JA1986  NAD 27      -  38 02 09.82100(N)    087 10 48.80400(W) AD(       ) 1
 JA1986
 JA1986.Superseded values are not recommended for survey control.
 JA1986
 JA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1986.See file dsdata.pdf to determine how the superseded data were derived.
 JA1986
 JA1986_MARKER: DS = TRIANGULATION STATION DISK
 JA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1986_STAMPING: DEGONIA 1945
 JA1986_MARK LOGO: CGS
 JA1986_PROJECTION: FLUSH
 JA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1986+STABILITY: SURFACE MOTION
 JA1986
 JA1986  HISTORY     - Date     Condition        Report By
 JA1986  HISTORY     - 1945     MONUMENTED       CGS
 JA1986  HISTORY     - 1946     GOOD             CGS
 JA1986
 JA1986                          STATION DESCRIPTION
 JA1986
 JA1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1986'THE STATION IS LOCATED ABOUT 5 MILES E OF BOONVILLE, 1.25 MILES S OF
 JA1986'THE VILLAGE OF BEGONIA SPRINGS, AND ON THE PROPERTY OF W J EDWARDS.
 JA1986'IT IS 41.7 FEET S OF THE SW CORNER OF THE EDWARDS FARM BARN, 22 FEET S
 JA1986'OF AN OPEN WATER WELL, 17.5 FEET E FO A N-S FENCE LINE, AND 16.4 FEET
 JA1986'N OF AN E-W FENCE LINE.
 JA1986'
 JA1986'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED DEGONIA
 JA1986'1945, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE
 JA1986'STATION DISK IN CONCRETE.
 JA1986'
 JA1986'REFERENCE MARK 1 IS 90.07 FEET E OF THE STATION AND 2 FEET N OF AN E-W
 JA1986'FENCE LINE.  IT IS ON THE S EDGE OF THE BARNYARD.  IT IS A BRONZE
 JA1986'REFERENCE DISK IN CONCRETE, STAMPED BEGONIA NO 1 1945, AND PROJECTS 2
 JA1986'INCHES.
 JA1986'
 JA1986'REFERENCE MARK 2 IS 40.02 FEET NW OF THE STATION, 14 FEET NW OF AN
 JA1986'OPEN WATER WELL, AND 12 FEET W OF THE SW CORNER OF THE EDWARDS FARM
 JA1986'BARN.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED DEGONIA NO 2
 JA1986'1945, AND PROJECTS 2 INCHES.
 JA1986'
 JA1986'TRIANGULATION STATION OTTER WAS USED AS AZIMUTH MARK.  IT IS LOCATED
 JA1986'IN THE NW CORNER OF A CULTIVATED FIELD, 40 FEET S OF THE APPROXIMATE
 JA1986'CENTER LINE OF A GRAVELED ROAD, 34 FEET E OF THE APPROXIMATE CENTER
 JA1986'LINE OF STATE HIGHWAY 161, 18 FEET NE OF A POWER LINE POLE, AND 7 FEET
 JA1986'SE OF A WITNESS POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 JA1986'STAMPED OTTER 1945.
 JA1986'
 JA1986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 61 IN
 JA1986'BOONVILLE, GO E ON STATE HIGHWAY 62 FOR 5.0 MILE TO THE JUNCTION OF
 JA1986'STATE HIGHWAY 161 AND A GRAVELED ROAD STRAIGHT AHEAD.  (TRIANGULATION
 JA1986'STATION OTTER IS ON THE RIGHT AS DESCRIBED.) CONTINUE E ON GRAVELED
 JA1986'ROAD FOR 0.35 MILE TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT INTO
 JA1986'DRIVEWAY.  AND GO 0.1 MILE TO THE EDWARDS FARMHOUSE ON THE RIGHT.
 JA1986'CONTINUE ON TO THE FARM BARN AND STATION AS DESCRIBED.
 JA1986'
 JA1986'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1986
 JA1986                          STATION RECOVERY (1946)
 JA1986
 JA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1986'STATION WAS RECOVERED AS DESCRIBED IN 1945.  ALL MARKS WERE FOUND TO
 JA1986'BE IN VERY GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1986'MEASURED AND A SMALL CHANGE WAS FOUND ON EACH.  A COMPLETE DESCRIPTION
 JA1986'FOLLOWS-
 JA1986'
 JA1986'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST OF BOONVILLE ON
 JA1986'PROPERTY OWNED AND OCCUPIED BY W J EDWARD, 1.3 MILES SOUTH OF DEGONIA
 JA1986'SPRINGS, 0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 62 AND 161,
 JA1986'42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN AND 24 FEET
 JA1986'NORTHEAST OF FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1986'DISK IS STAMPED DEGONIA 1945.
 JA1986'
 JA1986'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JA1986'SET IN A SQUARE CONCRETE BASE.
 JA1986'
 JA1986'REFERENCE MARK NO 1 IS 90.04 FEET EAST OF OF THE STATION, 83 FEET
 JA1986'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN AND 8 FEET WEST OF THE
 JA1986'CENTERLINE OF A FARM LANE AND GATE.  THE MARK PROJECTS 1 INCH AND THE
 JA1986'DISK IS STAMPED DEGONIA NO 1 1945.
 JA1986'
 JA1986'REFERENCE MARK NO 2 IS 40.00 FEET NORTWEST OF THE STATION, 50 FEET
 JA1986'NORTH OF A FENCE CORNER, 13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JA1986'THE BARN AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 3 INCHES
 JA1986'AND THE DISK IS STAMPED DEGONIA NO 2 1945.
 JA1986'
 JA1986'STATION OTTER WAS USED AS AN AZIMUTH MARK.  IT IS APPROXIMATELY 0.4
 JA1986'MILE NORTHWEST OF THE STATION, 50 FEET SOUTHEAST OF THE INTERSECTION
 JA1986'OF THE CENTERLINES OF A CROSS ROAD, 9 FFET WEST OF THE NORTHWEST
 JA1986'CORNER OF A CULTIVATED FIELD AND 6 FEET EAST OF A WITNESS POST.  THE
 JA1986'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OTTER 1945.
 JA1986'
 JA1986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 62 AT
 JA1986'THE NORTHEAST CORNER OF THE SQUARE IN BOONVILLE, GO EAST ON HIGHWAY 62
 JA1986'FOR 4.9 MILES TO THE JUNCTION WITH STATE HIGHWAY 161.  STATION OTTER
 JA1986'WHICH IS USED AS THE AZIMUTH MARK IS LOCATED HERE IN THE SOUTHEAST
 JA1986'ANGLE OF THE CROSSROAD.  THEN CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD
 JA1986'FOR 0.35 MILE TO DRIVEWAY TO THE RIGHT, GO RIGHT FOR 0.25 MILE TO THE
 JA1986'BARN LOT AND THE STATION.
 JA1986'
 JA1986'NOTE-NO DIRECTION WAS OBSERVED TO REFERENCE MARK NO 2 AS IT WAS
 JA1986'OBSTRUCTED BY THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1529 ***********************************************************************
 MD1529  DESIGNATION -  DEKALB
 MD1529  PID         -  MD1529
 MD1529  STATE/COUNTY-  IN/DE KALB
 MD1529  COUNTRY     -  US
 MD1529  USGS QUAD   -  AUBURN (2019)
 MD1529
 MD1529                         *CURRENT SURVEY CONTROL
 MD1529  ______________________________________________________________________
 MD1529* NAD 83(1997) POSITION- 41 15 56.72590(N) 085 04 39.39411(W)   ADJUSTED
 MD1529* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 MD1529  ______________________________________________________________________
 MD1529  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 MD1529  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 MD1529  HORZ ORDER      -  SECOND
 MD1529
 MD1529.The horizontal coordinates were established by classical geodetic methods
 MD1529.and adjusted by the National Geodetic Survey in May 1999.
 MD1529
 MD1529.The orthometric height was scaled from a topographic map.
 MD1529
 MD1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1529.GEOID18 height accuracy estimate available here.
 MD1529
 MD1529.Click photographs - Photos may exist for this station.
 MD1529
 MD1529.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1529
 MD1529. The following values were computed from the NAD 83(1997) position.
 MD1529
 MD1529;                    North         East     Units Scale Factor Converg.
 MD1529;SPC IN E     -   668,238.623   149,359.305   MT  0.99999664   +0 23 18.7
 MD1529;SPC IN E     - 2,192,379.55    490,022.99   sFT  0.99999664   +0 23 18.7
 MD1529;UTM  16      - 4,570,041.403   661,028.836   MT  0.99991913   +1 16 05.5
 MD1529
 MD1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1529!SPC IN E     -   0.99996333  x   0.99999664  =   0.99995997
 MD1529!UTM  16      -   0.99996333  x   0.99991913  =   0.99988247
 MD1529
 MD1529:                Primary Azimuth Mark                     Grid Az
 MD1529:SPC IN E     -  DEKALB AZ MK                             356 12 06.8
 MD1529:UTM  16      -  DEKALB AZ MK                             355 19 20.0
 MD1529
 MD1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6102870041(NAD 83)
 MD1529
 MD1529|---------------------------------------------------------------------|
 MD1529| PID    Reference Object                     Distance      Geod. Az  |
 MD1529|                                                           dddmmss.s |
 MD1529| CC8605 DEKALB RM 1                          24.896 METERS 15424     |
 MD1529| CC8606 DEKALB RM 2                          49.413 METERS 21758     |
 MD1529| CC8604 DEKALB AZ MK                                       3563525.5 |
 MD1529| CC8607 DEKALB RM 3                          18.977 METERS 35715     |
 MD1529|---------------------------------------------------------------------|
 MD1529
 MD1529                          SUPERSEDED SURVEY CONTROL
 MD1529
 MD1529  NAD 83(1995)-  41 15 56.72592(N)    085 04 39.39779(W) AD(       ) 2
 MD1529  NAD 83(1986)-  41 15 56.72719(N)    085 04 39.40778(W) AD(       ) 2
 MD1529  NAD 27      -  41 15 56.54800(N)    085 04 39.52000(W) AD(       ) 2
 MD1529
 MD1529.Superseded values are not recommended for survey control.
 MD1529
 MD1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1529.See file dsdata.pdf to determine how the superseded data were derived.
 MD1529
 MD1529_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1529
 MD1529  HISTORY     - Date     Condition        Report By
 MD1529  HISTORY     - 1946     MONUMENTED       CGS
 MD1529  HISTORY     - 1962     GOOD             CGS
 MD1529
 MD1529                          STATION DESCRIPTION
 MD1529
 MD1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1529'THIS STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF THE TOWN OF AUBURN,
 MD1529'ALONG STATE HIGHWAY 427.  IT IS 77 FEET NORTHEAST OF THE CENTERLINES
 MD1529'OF HIGHWAY 427 AND A GRAVEL ROAD, 52 FEET EAST OF THE CENTERLINE OF
 MD1529'HIGHWAY 427 AND 4 FEET WEST OF A FENCELINE.  THE MARK PROJECTS 2
 MD1529'INCHES AND THE DISK IS STAMPED DEKALB 1946.
 MD1529'
 MD1529'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 1 FOOT EAST
 MD1529'OF A FENCELINE, 3 FEET SOUTH OF A WITNESS POST AND 50 FEET WEST OF THE
 MD1529'CENTERLINE OF HIGHWAY 427.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MD1529'STAMPED DEKALB 1946.
 MD1529'
 MD1529'REFERENCE MARK NO. 1 IS 81.68 FEET SOUTH OF THE STATION.  IT IS 18
 MD1529'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET SOUTHWEST OF
 MD1529'A POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEKALB NO
 MD1529'1 1946.
 MD1529'
 MD1529'REFERENCE MARK NO. 2 IS 162.14 FEET SOUTHWEST OF THE STATION.  IT IS 2
 MD1529'FEET SOUTH OF A POLE AND 40 FEET WEST OF THE CENTERLINE OF HIGHWAY
 MD1529'427.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEKALB NO 2
 MD1529'1946.
 MD1529'
 MD1529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 427 AND 8 IN
 MD1529'THE TOWN OF AUBURN, GO SOUTH ON HIGHWAY 427 FOR 7.2 MILES TO COUNTY
 MD1529'LINE AND STATION ON LEFT AS DESCRIBED.
 MD1529'
 MD1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 427
 MD1529'FOR 0.3 MILE TO THE AZIMUTH ON LEFT AS DESCRIBED.
 MD1529'
 MD1529'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1529
 MD1529                          STATION RECOVERY (1962)
 MD1529
 MD1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 MD1529'RECOVERED ALL MARKS GOOD CONDITION EXCEPT NO. 1 R.M. BELIEVED
 MD1529'DESTROYED.  SET NO. 3 RM.
 MD1529'
 MD1529'ABOUT 7.4 MILES S ALONG NO. 427 INDIANA HWY. FROM THE COURTHOUSE IN
 MD1529'AUBURN, AT INTERSECTION OF HWY. AND ALLEN-DEKALB COUNTY LINE ROAD, AN
 MD1529'ESTIMATED 150 YARDS NW OF 4-LEGGED STEEL MICROWAVE RELAY TOWER, 53
 MD1529'FEET E OF CENTER LINE OF HWY., 57 FEET N OF CENTER LINE OF COUNTY LINE
 MD1529'ROAD, 1A AND 7A MARKS STAMPED DEKALB 1946, PROJECTING ABOUT 0.1 FOOT.
 MD1529'
 MD1529'REFERENCE STAMPED DEKALB NO 2 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1529'162.11 FEET OR 49.413 METERS SW IN AZIMUTH 37 DEG 58 MIN FROM THE
 MD1529'STATION, 47-1/2 FEET W OF CENTER LINE OF HWY., 69 FEET S OF CENTER
 MD1529'LINE OF GRAVEL ROAD, 3 FEET S OF A POLE.
 MD1529'
 MD1529'REFERENCE STAMPED DEKALB NO 3 1962, NOTE 11B, FLUSH, IS 62.26 FEET OR
 MD1529'18.977 METERS N IN AZIMUTH 177 DEG 15 MIN FROM THE STATION, 119 FEET N
 MD1529'OF CENTER LINE OF GRAVEL ROAD, 50-1/2 FEET E OF CENTER LINE OF HWY.,
 MD1529'0.5 FOOT LOWER THAN SAME, AND 2.0 FEET S OF STEEL WITNESS POST.
 MD1529'
 MD1529'AZIMUTH STAMPED DEKALB 1946, NOTE 16A, FLUSH, IS ABOUT 0.4 MILE N IN
 MD1529'AZIMUTH 176 DEG 35 MIN 25.0 SEC FROM THE STATION, 49 FEET W OF CENTER
 MD1529'LINE OF HWY., 0.1 FOOT HIGHER THAN SAME, 30 FEET N OF AN OBSTRUCTING
 MD1529'TELEPHONE POLE (ON LINE TO STATION)  AND 1.8 FEET S OF STEEL WITNESS
 MD1529'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8901 ***********************************************************************
 AH8901  CBN         -  This is a Cooperative Base Network Control Station.
 AH8901  DESIGNATION -  DEKALB
 AH8901  PID         -  AH8901
 AH8901  STATE/COUNTY-  IN/DE KALB
 AH8901  COUNTRY     -  US
 AH8901  USGS QUAD   -  AUBURN (2019)
 AH8901
 AH8901                         *CURRENT SURVEY CONTROL
 AH8901  ______________________________________________________________________
 AH8901* NAD 83(2011) POSITION- 41 18 30.18388(N) 085 03 58.08579(W)   ADJUSTED
 AH8901* NAD 83(2011) ELLIP HT-   233.387 (meters)        (06/27/12)   ADJUSTED
 AH8901* NAD 83(2011) EPOCH   -  2010.00
 AH8901* NAVD 88 ORTHO HEIGHT -   266.6   (meters)      875.    (feet) GPS OBS
 AH8901  ______________________________________________________________________
 AH8901  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AH8901  GEOID HEIGHT    -        -33.144 (meters)                     GEOID03
 AH8901  GEOID HEIGHT    -        -33.144 (meters)                     GEOID18
 AH8901  NAD 83(2011) X  -    412,675.463 (meters)                     COMP
 AH8901  NAD 83(2011) Y  - -4,780,448.845 (meters)                     COMP
 AH8901  NAD 83(2011) Z  -  4,188,364.124 (meters)                     COMP
 AH8901  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 AH8901
 AH8901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8901  Standards:
 AH8901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8901  -------------------------------------------------------------------
 AH8901  NETWORK    0.41   0.88           0.19   0.13   0.45     -0.00065328
 AH8901  -------------------------------------------------------------------
 AH8901  Click here for local accuracies and other accuracy information.
 AH8901
 AH8901.The horizontal coordinates were established by GPS observations
 AH8901.and adjusted by the National Geodetic Survey in June 2012.
 AH8901
 AH8901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8901.been affixed to the stable North American tectonic plate. See 
 AH8901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8901
 AH8901.The horizontal coordinates are valid at the epoch date displayed above
 AH8901.which is a decimal equivalence of Year/Month/Day.
 AH8901
 AH8901.The orthometric height was determined by GPS observations and a
 AH8901.high-resolution geoid model.
 AH8901
 AH8901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8901.GEOID18 height accuracy estimate available here.
 AH8901
 AH8901.Click photographs - Photos may exist for this station.
 AH8901
 AH8901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8901
 AH8901.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8901
 AH8901.The ellipsoidal height was determined by GPS observations
 AH8901.and is referenced to NAD 83.
 AH8901
 AH8901. The following values were computed from the NAD 83(2011) position.
 AH8901
 AH8901;                    North         East     Units Scale Factor Converg.
 AH8901;SPC IN E     -   672,979.238   150,288.062   MT  0.99999778   +0 23 47.1
 AH8901;SPC IN E     - 2,207,932.72    493,070.08   sFT  0.99999778   +0 23 47.1
 AH8901;UTM  16      - 4,574,795.361   661,884.608   MT  0.99992253   +1 16 36.6
 AH8901
 AH8901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8901!SPC IN E     -   0.99996339  x   0.99999778  =   0.99996117
 AH8901!UTM  16      -   0.99996339  x   0.99992253  =   0.99988593
 AH8901
 AH8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6188474795(NAD 83)
 AH8901
 AH8901                          SUPERSEDED SURVEY CONTROL
 AH8901
 AH8901  NAD 83(2007)-  41 18 30.18402(N)    085 03 58.08670(W) AD(2002.00) 0
 AH8901  ELLIP H (02/10/07)  233.403  (m)                       GP(2002.00)    
 AH8901  ELLIP H (09/23/04)  233.387  (m)                       GP(       ) 4 1
 AH8901  NAD 83(1997)-  41 18 30.18390(N)    085 03 58.08649(W) AD(       ) B
 AH8901  ELLIP H (03/12/99)  233.419  (m)                       GP(       ) 1 1
 AH8901
 AH8901.Superseded values are not recommended for survey control.
 AH8901
 AH8901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8901.See file dsdata.pdf to determine how the superseded data were derived.
 AH8901
 AH8901_MARKER: I = METAL ROD
 AH8901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH8901+WITH SETTING: INFORMATION.
 AH8901_STAMPING: DEKALB 1998
 AH8901_MARK LOGO: NONE
 AH8901_PROJECTION: FLUSH
 AH8901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8901+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 AH8901_ROD/PIPE-DEPTH: 3.0 meters
 AH8901_SLEEVE-DEPTH  : 0.9 meters
 AH8901
 AH8901  HISTORY     - Date     Condition        Report By
 AH8901  HISTORY     - 1998     MONUMENTED       WOOLPT
 AH8901  HISTORY     - 2003     GOOD             INDOT
 AH8901  HISTORY     - 20030513 GOOD             INDOT
 AH8901  HISTORY     - 20080701 GOOD             BFSINC
 AH8901  HISTORY     - 20160616 GOOD             AEROTE
 AH8901
 AH8901                          STATION DESCRIPTION
 AH8901
 AH8901'DESCRIBED BY WOOLPERT CONSULTANTS 1998 (BBS)
 AH8901'DESCRIBED BY WOOLPERT LLP 1998 (BBS).   THE STATION IS LOCATED 5 MI
 AH8901'(8.0 KM) SOUTH OF AUBURN AT THE DEKALB COUNTY AIRPORT.  TO REACH THE
 AH8901'STATION FROM THE INTERSECTION OF INTERSTATE 69 AND COUNTY ROAD 11A
 AH8901'(EXIT 126 OF INTERSTATE 69),  PROCEED 0.7 MI (1.1 KM) EAST ALONG
 AH8901'COUNTY ROAD 11A TO THE INTERSECTION OF COUNTY ROAD 11A AND COUNTY ROAD
 AH8901'427.  TURN RIGHT AND PROCEED 1.6 MI (2.6 KM) SOUTH ON COUNTY ROAD 427
 AH8901'TO THE INTERSECTION OF COUNTY ROAD 427 AND COUNTY ROAD 60. TURN LEFT
 AH8901'AND PROCEED 0.8 MI (1.3 KM) EAST ON COUNTY ROAD 60 TO THE DEKALB
 AH8901'COUNTY AIRPORT ON THE RIGHT AND CONTINUE TO THE AIRFIELD ENTRANCE
 AH8901'GATE.  PROCEED SOUTH THROUGH THE GATE ACROSS THE APRON TO THE TAXIWAY.
 AH8901'TURN RIGHT AND PROCEED APPROXIMATELY 250 FT (76.2 M) WEST ALONG THE
 AH8901'TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCHMARK SET
 AH8901'IN THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AND IS
 AH8901'ENCASED IN A 90 CM GREASED FILLED SLEEVE THE STATION IS 25.4 M (83.3
 AH8901'FT) ON AN AZIMUTH OF 124 DEGREES FROM A PLASTIC DRAINAGE TILE, 28.4 M
 AH8901'(93.2 FT) ON AN AZIMUTH OF 252 DEGREES FROM A GALVANIZED DRAINAGE
 AH8901'PIPE, 38.4 M (126.0 FT) ON AN AZIMUTH OF 275 DEGREES FROM THE
 AH8901'CENTERLINE OF A CONCRETE DRIVE TO A BLUEAND GREY PAINTED AIRPLANE
 AH8901'HANGAR, AND 15.6 M (51.2 FT) ON AN AZIMUTH OF 5 DEGREES TO THE
 AH8901'CENTERLINE OF THE TAXIWAY.
 AH8901
 AH8901                          STATION RECOVERY (2003)
 AH8901
 AH8901'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 AH8901'RECOVERED AS DESCRIBED.  OWNERSHIP--DEKALB COUNTY AIRPORT, PO BOX 4,
 AH8901'AUBURN IN 46706.   CONTACT IS WADE TROTH, PHONE 260-927-8876.
 AH8901
 AH8901                          STATION RECOVERY (2003)
 AH8901
 AH8901'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 AH8901'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH8901'
 AH8901'CARE MUST BE TAKEN AS THERE IS A SECOND-ORDER TRIANGULATION STATION
 AH8901'DESIGNATED DEKALB  (PID MD1529) JUST 3.0 MI TO THE SOUTH-SOUTHEAST OF
 AH8901'THIS STATION.
 AH8901'
 AH8901'THE STATION IS A METAL ROD ACCESSED THROUGH A COVER LID BY LOOSENING
 AH8901'THE SCREW AND  LIFTING THE LID BY THE SCREW SIDE.
 AH8901
 AH8901                          STATION RECOVERY (2008)
 AH8901
 AH8901'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 AH8901'RECOVERED IN GOOD CONDITION.
 AH8901
 AH8901                          STATION RECOVERY (2016)
 AH8901
 AH8901'RECOVERY NOTE BY AEROTEC 2016 (DF)
 AH8901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1220 ***********************************************************************
 LA1220  DESIGNATION -  DEL G 11
 LA1220  PID         -  LA1220
 LA1220  STATE/COUNTY-  IN/DELAWARE
 LA1220  COUNTRY     -  US
 LA1220  USGS QUAD   -  MUNCIE WEST (2019)
 LA1220
 LA1220                         *CURRENT SURVEY CONTROL
 LA1220  ______________________________________________________________________
 LA1220* NAD 83(1986) POSITION- 40 13 54.     (N) 085 24 36.     (W)   SCALED
 LA1220* NAVD 88 ORTHO HEIGHT -   283.765 (meters)      930.99  (feet) ADJUSTED
 LA1220  ______________________________________________________________________
 LA1220  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 LA1220  DYNAMIC HEIGHT  -        283.615 (meters)      930.49  (feet) COMP
 LA1220  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LA1220
 LA1220  VERT ORDER      -  SECOND    CLASS 0
 LA1220
 LA1220.The horizontal coordinates were scaled from a map and have
 LA1220.an estimated accuracy of +/- 6 seconds.
 LA1220
 LA1220.The orthometric height was determined by differential leveling and
 LA1220.adjusted by the NATIONAL GEODETIC SURVEY
 LA1220.in June 1991.
 LA1220
 LA1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1220.GEOID18 height accuracy estimate available here.
 LA1220
 LA1220.Click photographs - Photos may exist for this station.
 LA1220
 LA1220.The dynamic height is computed by dividing the NAVD 88
 LA1220.geopotential number by the normal gravity value computed on the
 LA1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1220.degrees latitude (g = 980.6199 gals.).
 LA1220
 LA1220.The modeled gravity was interpolated from observed gravity values.
 LA1220
 LA1220;                    North         East    Units  Estimated Accuracy
 LA1220;SPC IN E     -   553,270.      121,840.      MT  (+/- 180 meters Scaled)
 LA1220
 LA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK352546(NAD 83)
 LA1220
 LA1220                          SUPERSEDED SURVEY CONTROL
 LA1220
 LA1220  NGVD 29 (??/??/92)  283.902  (m)          931.44   (f) ADJ UNCH    2 0
 LA1220
 LA1220.Superseded values are not recommended for survey control.
 LA1220
 LA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1220.See file dsdata.pdf to determine how the superseded data were derived.
 LA1220
 LA1220_MARKER: DD = SURVEY DISK
 LA1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1220_SP_SET: BRIDGE
 LA1220_STAMPING: DEL G 11
 LA1220_MARK LOGO: INHD
 LA1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1220
 LA1220  HISTORY     - Date     Condition        Report By
 LA1220  HISTORY     - UNK      MONUMENTED       INHD
 LA1220  HISTORY     - 1947     GOOD             CGS
 LA1220  HISTORY     - 20071029 MARK NOT FOUND   BFSINC
 LA1220
 LA1220                          STATION DESCRIPTION
 LA1220
 LA1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1220'2.8 MI NW FROM MUNCIE.
 LA1220'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1220'HOUSE AT MUNCIE, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD EAST
 LA1220'TO MUNCIE AIRPORT, IN THE TOP OF THE SOUTH WING WALL AT THE
 LA1220'SOUTHEAST END OF A 30 FOOT CONCRETE BRIDGE OVER LITTLE KILLBUCK
 LA1220'CREEK, 16 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 LA1220'LINE OF THE HIGHWAY.
 LA1220
 LA1220                          STATION RECOVERY (2007)
 LA1220
 LA1220'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1220'APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION/WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1205 ***********************************************************************
 LA1205  DESIGNATION -  DEL G 6
 LA1205  PID         -  LA1205
 LA1205  STATE/COUNTY-  IN/DELAWARE
 LA1205  COUNTRY     -  US
 LA1205  USGS QUAD   -  EATON (2019)
 LA1205
 LA1205                         *CURRENT SURVEY CONTROL
 LA1205  ______________________________________________________________________
 LA1205* NAD 83(1986) POSITION- 40 20 35.     (N) 085 22 11.     (W)   SCALED
 LA1205* NAVD 88 ORTHO HEIGHT -   277.864 (meters)      911.63  (feet) ADJUSTED
 LA1205  ______________________________________________________________________
 LA1205  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 LA1205  DYNAMIC HEIGHT  -        277.721 (meters)      911.16  (feet) COMP
 LA1205  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 LA1205
 LA1205  VERT ORDER      -  SECOND    CLASS 0
 LA1205
 LA1205.The horizontal coordinates were scaled from a map and have
 LA1205.an estimated accuracy of +/- 6 seconds.
 LA1205
 LA1205.The orthometric height was determined by differential leveling and
 LA1205.adjusted by the NATIONAL GEODETIC SURVEY
 LA1205.in June 1991.
 LA1205
 LA1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1205.GEOID18 height accuracy estimate available here.
 LA1205
 LA1205.Click photographs - Photos may exist for this station.
 LA1205
 LA1205.The dynamic height is computed by dividing the NAVD 88
 LA1205.geopotential number by the normal gravity value computed on the
 LA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1205.degrees latitude (g = 980.6199 gals.).
 LA1205
 LA1205.The modeled gravity was interpolated from observed gravity values.
 LA1205
 LA1205;                    North         East    Units  Estimated Accuracy
 LA1205;SPC IN E     -   565,650.      125,230.      MT  (+/- 180 meters Scaled)
 LA1205
 LA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384671(NAD 83)
 LA1205
 LA1205                          SUPERSEDED SURVEY CONTROL
 LA1205
 LA1205  NGVD 29 (??/??/92)  277.998  (m)          912.07   (f) ADJ UNCH    2 0
 LA1205
 LA1205.Superseded values are not recommended for survey control.
 LA1205
 LA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1205.See file dsdata.pdf to determine how the superseded data were derived.
 LA1205
 LA1205_MARKER: DD = SURVEY DISK
 LA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1205_STAMPING: DEL G 6
 LA1205_MARK LOGO: INHD
 LA1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1205+STABILITY: SURFACE MOTION
 LA1205
 LA1205  HISTORY     - Date     Condition        Report By
 LA1205  HISTORY     - UNK      MONUMENTED       INHD
 LA1205  HISTORY     - 1947     GOOD             CGS
 LA1205
 LA1205                          STATION DESCRIPTION
 LA1205
 LA1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1205'5.6 MI N FROM ROYERTON.
 LA1205'ABOUT 5.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1205'AT ROYERTON, AT AN EAST-WEST BLACK TOP ROAD CROSSING (EAST TO
 LA1205'EATON), 73 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 LA1205'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 59 FEET SOUTHEAST OF
 LA1205'THE SOUTH CORNER OF A CONCRETE BLOCK SERVICE STATION, 1.5 FEET
 LA1205'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE
 LA1205'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1205'20 INCHES.  NOTE-- MARK MAY BE REACHED FROM EATON, DELAWARE
 LA1205'COUNTY, BY GOING ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM
 LA1205'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1188 ***********************************************************************
 LA1188  DESIGNATION -  DEL G 7
 LA1188  PID         -  LA1188
 LA1188  STATE/COUNTY-  IN/DELAWARE
 LA1188  COUNTRY     -  US
 LA1188  USGS QUAD   -  EATON (2019)
 LA1188
 LA1188                         *CURRENT SURVEY CONTROL
 LA1188  ______________________________________________________________________
 LA1188* NAD 83(1986) POSITION- 40 21 50.     (N) 085 22 08.     (W)   SCALED
 LA1188* NAVD 88 ORTHO HEIGHT -   283.423 (meters)      929.86  (feet) ADJUSTED
 LA1188  ______________________________________________________________________
 LA1188  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 LA1188  DYNAMIC HEIGHT  -        283.277 (meters)      929.38  (feet) COMP
 LA1188  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 LA1188
 LA1188  VERT ORDER      -  SECOND    CLASS 0
 LA1188
 LA1188.The horizontal coordinates were scaled from a map and have
 LA1188.an estimated accuracy of +/- 6 seconds.
 LA1188
 LA1188.The orthometric height was determined by differential leveling and
 LA1188.adjusted by the NATIONAL GEODETIC SURVEY
 LA1188.in June 1991.
 LA1188
 LA1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1188.GEOID18 height accuracy estimate available here.
 LA1188
 LA1188.Click photographs - Photos may exist for this station.
 LA1188
 LA1188.The dynamic height is computed by dividing the NAVD 88
 LA1188.geopotential number by the normal gravity value computed on the
 LA1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1188.degrees latitude (g = 980.6199 gals.).
 LA1188
 LA1188.The modeled gravity was interpolated from observed gravity values.
 LA1188
 LA1188;                    North         East    Units  Estimated Accuracy
 LA1188;SPC IN E     -   567,960.      125,290.      MT  (+/- 180 meters Scaled)
 LA1188
 LA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384694(NAD 83)
 LA1188
 LA1188                          SUPERSEDED SURVEY CONTROL
 LA1188
 LA1188  NGVD 29 (??/??/92)  283.557  (m)          930.30   (f) ADJ UNCH    2 0
 LA1188
 LA1188.Superseded values are not recommended for survey control.
 LA1188
 LA1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1188.See file dsdata.pdf to determine how the superseded data were derived.
 LA1188
 LA1188_MARKER: DD = SURVEY DISK
 LA1188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1188_STAMPING: DEL G 7
 LA1188_MARK LOGO: INHD
 LA1188_PROJECTION: PROJECTING 51 CENTIMETERS
 LA1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1188+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2023
 LA1188
 LA1188  HISTORY     - Date     Condition        Report By
 LA1188  HISTORY     - UNK      MONUMENTED       INHD
 LA1188  HISTORY     - 1947     GOOD             CGS
 LA1188  HISTORY     - 20231031 GOOD             INDOT
 LA1188
 LA1188                          STATION DESCRIPTION
 LA1188
 LA1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1188'6 MI S FROM HARTFORD CITY.
 LA1188'ABOUT 5.95 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1188'WITH STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, ABOUT 1.0 MILE
 LA1188'SOUTH OF THE BLACKFORD-DELAWARE COUNTY LINE, AT AN EAST-WEST
 LA1188'GRAVEL CROSS ROAD, 73 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1188'20 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 3.5 FEET
 LA1188'WEST OF A FENCE CORNER, 1.3 FEET SOUTHWEST OF THE FENCE LINE,
 LA1188'4.0 FEET NORTHWEST OF TELEPHONE POLE NO. E 1/1, 1.5 FEET SOUTH
 LA1188'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET
 LA1188'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 20 INCHES.
 LA1188
 LA1188                          STATION RECOVERY (2023)
 LA1188
 LA1188'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1677 ***********************************************************************
 JA1677  DESIGNATION -  DELANEY
 JA1677  PID         -  JA1677
 JA1677  STATE/COUNTY-  IN/WASHINGTON
 JA1677  COUNTRY     -  US
 JA1677  USGS QUAD   -  KOSSUTH (2019)
 JA1677
 JA1677                         *CURRENT SURVEY CONTROL
 JA1677  ______________________________________________________________________
 JA1677* NAD 83(1997) POSITION- 38 39 47.16356(N) 086 00 04.47313(W)   ADJUSTED
 JA1677* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 JA1677  ______________________________________________________________________
 JA1677  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 JA1677  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 JA1677  HORZ ORDER      -  SECOND
 JA1677
 JA1677.The horizontal coordinates were established by classical geodetic methods
 JA1677.and adjusted by the National Geodetic Survey in May 1999.
 JA1677
 JA1677.The orthometric height was scaled from a topographic map.
 JA1677
 JA1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1677.GEOID18 height accuracy estimate available here.
 JA1677
 JA1677.Click photographs - Photos may exist for this station.
 JA1677
 JA1677.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1677
 JA1677. The following values were computed from the NAD 83(1997) position.
 JA1677
 JA1677;                    North         East     Units Scale Factor Converg.
 JA1677;SPC IN E     -   379,150.731    70,880.889   MT  0.99997710   -0 12 32.5
 JA1677;SPC IN E     - 1,243,930.36    232,548.38   sFT  0.99997710   -0 12 32.5
 JA1677;UTM  16      - 4,279,864.792   586,893.761   MT  0.99969298   +0 37 26.4
 JA1677
 JA1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1677!SPC IN E     -   0.99996104  x   0.99997710  =   0.99993814
 JA1677!UTM  16      -   0.99996104  x   0.99969298  =   0.99965403
 JA1677
 JA1677:                Primary Azimuth Mark                     Grid Az
 JA1677:SPC IN E     -  DELANEY AZ MK                            172 41 47.4
 JA1677:UTM  16      -  DELANEY AZ MK                            171 51 48.5
 JA1677
 JA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8689379864(NAD 83)
 JA1677
 JA1677|---------------------------------------------------------------------|
 JA1677| PID    Reference Object                     Distance      Geod. Az  |
 JA1677|                                                           dddmmss.s |
 JA1677| CG8489 DELANEY RM 1                         20.307 METERS 09405     |
 JA1677| CG8488 DELANEY AZ MK                                      1722914.9 |
 JA1677| JA1676 TT 43 T                              30.178 METERS 18427     |
 JA1677|---------------------------------------------------------------------|
 JA1677
 JA1677                          SUPERSEDED SURVEY CONTROL
 JA1677
 JA1677  NAD 83(1993)-  38 39 47.16620(N)    086 00 04.47304(W) AD(       ) 2
 JA1677  NAD 83(1986)-  38 39 47.16744(N)    086 00 04.47711(W) AD(       ) 2
 JA1677  NAD 27      -  38 39 46.96400(N)    086 00 04.56700(W) AD(       ) 2
 JA1677
 JA1677.Superseded values are not recommended for survey control.
 JA1677
 JA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1677.See file dsdata.pdf to determine how the superseded data were derived.
 JA1677
 JA1677_MARKER: DS = TRIANGULATION STATION DISK
 JA1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1677_STAMPING: DELANEY 1946
 JA1677_MARK LOGO: CGS
 JA1677_PROJECTION: FLUSH
 JA1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1677+STABILITY: SURFACE MOTION
 JA1677
 JA1677  HISTORY     - Date     Condition        Report By
 JA1677  HISTORY     - 1946     MONUMENTED       CGS
 JA1677  HISTORY     - 1967     GOOD             CGS
 JA1677
 JA1677                          STATION DESCRIPTION
 JA1677
 JA1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1677'THE STATION IS IN THE NORTH EDGE OF A CHURCH YARD ABOUT 12 MILES WEST
 JA1677'OF SCOTTSBURG AND 6 MILES EAST-NORTHEAST OF SALEM. IT IS ABOUT
 JA1677'77 FEET NORTHWEST OF A BLACK OAK TREE 4 FEET IN DIAMETER AND 57 FEET
 JA1677'NORTH OF THE NORTHEAST CORNER OF THE CHURCH. THE MARK IS
 JA1677'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DELANEY 1946.
 JA1677'
 JA1677'REFERENCE MARK NO. 1 IS 66.62 FEET EAST OF THE STATION, 11 FEET WEST
 JA1677'OF A FENCE AND 54 FEET NORTHEAST OF A BLACK OAK TREE 4 FEET IN
 JA1677'DIAMETER. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DELANEY
 JA1677'NO. 1 1946.
 JA1677'
 JA1677'TT 43T 1943 927 USGS IS 99.01 FEET SOUTH OF THE STATION, 3 FEET SOUTH
 JA1677'OF THE SOUTHEAST CORNER OF THE CHURCH AND 30 FEET NORTH OF THE
 JA1677'CENTERLINE OF A GRAVEL ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1677'IS STAMPED TT 43T 1943 927 USGS.
 JA1677'
 JA1677'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION, 31
 JA1677'FEET NORTHWEST OF A T-ROAD INTERSECTION AND 2 FEET WEST OF A
 JA1677'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THEIDISK IS
 JA1677'STAMPED DELANEY 1946.
 JA1677'
 JA1677'TO REACH STATION FROM JUNCTION OF STATE HIGHWAYS 56 AND 135 IN
 JA1677'SALEM, GO EAST ON HIGHWAY 56 FOR 6.5 MILES TO A SIDE ROAD LEFT,
 JA1677'THIS IS 0.2 MILE EAST OF A SHARP RIGHT TURN IN THE HIGHWAY AND 0.1
 JA1677'MILE EAST OF SEVERAL WHITE FARM BUILDINGS BESIDE THE
 JA1677'HIGHWAY, TURN LEFT HERE AND GO 0.5 MILE ON A GRAVEL ROAD TO A SHARP
 JA1677'RIGHT TURN, TURN RIGHT HERE AND GO 1 MILE TO A T-ROAD
 JA1677'INTERSECTION AND AZIMUTH MARK ON LEFT, TURN LEFT AND GO 0.45 MILE TO
 JA1677'T-ROAD INTERSECTION, TURN LEFT HERE AND GO 0.1 MILE TO CHURCH
 JA1677'YARD ON RIGHT AND STATION SITE.
 JA1677'
 JA1677'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1677
 JA1677                          STATION RECOVERY (1967)
 JA1677
 JA1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1677'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 JA1677'THE OAK TREE AT THE STATION IS GONE.  THE PREVIOUS DESCRIPTION IS
 JA1677'GOOD WITH THE BELOW CHANGES, ALONG WITH A NEW TO REACH.
 JA1677'
 JA1677'STATION MARK IS 36 FEET SOUTH OF A WIRE FENCE, 35 FEET NORTHWEST OF
 JA1677'THE NORTHWEST 1 OF 2 24 INCH OAK TREES AND 3 INCHES UNDERGROUND.
 JA1677'
 JA1677'REFERENCE MARK 1 IS 18 FEET SOUTHEAST OF A 30 INCH OAK TREE AND 2
 JA1677'FEET EAST OF A WIRE FENCE.
 JA1677'
 JA1677'TT 43T 1943 927 (USGS) IS NOW 3 INCHES UNDERGROUND.
 JA1677'
 JA1677'THE AZIMUTH MARK IS 7 FEET WEST OF A POWER POLE, 2 FEET SOUTHEAST
 JA1677'OF A WIRE FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 JA1677'
 JA1677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 135
 JA1677'IN SALEM, GO EAST ON HIGHWAY 56 FOR 6.5 MILES TO A SIDE ROAD LEFT.
 JA1677'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A SHARP
 JA1677'CURVE RIGHT.  TURN RIGHT AT THE CURVE AND GO EAST FOR 0.6 MILE TO
 JA1677'THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD LEFT.  TURN LEFT ON THE
 JA1677'GRAVELED ROAD AND GO NORTH FOR 0.5 MILE TO A T ROAD
 JA1677'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE CHURCH
 JA1677'AND STATION ON THE RIGHT.
 JA1677'
 JA1677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 JA1677'OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1967 ***********************************************************************
 KA1967  DESIGNATION -  DELAWARE
 KA1967  PID         -  KA1967
 KA1967  STATE/COUNTY-  IN/JOHNSON
 KA1967  COUNTRY     -  US
 KA1967  USGS QUAD   -  FRANKLIN (2019)
 KA1967
 KA1967                         *CURRENT SURVEY CONTROL
 KA1967  ______________________________________________________________________
 KA1967* NAD 83(1997) POSITION- 39 27 38.25993(N) 086 01 21.10220(W)   ADJUSTED
 KA1967* NAVD 88 ORTHO HEIGHT -   222.70  (+/-2cm)      730.6   (feet) VERTCON3
 KA1967  ______________________________________________________________________
 KA1967  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 KA1967  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 KA1967  HORZ ORDER      -  SECOND
 KA1967  VERT ORDER      -  THIRD ? (See Below)
 KA1967
 KA1967.The horizontal coordinates were established by classical geodetic methods
 KA1967.and adjusted by the National Geodetic Survey in May 1999.
 KA1967
 KA1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1967
 KA1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1967.GEOID18 height accuracy estimate available here.
 KA1967
 KA1967.The vertical order pertains to the NGVD 29 superseded value.
 KA1967
 KA1967.Click photographs - Photos may exist for this station.
 KA1967
 KA1967.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1967
 KA1967. The following values were computed from the NAD 83(1997) position.
 KA1967
 KA1967;                    North         East     Units Scale Factor Converg.
 KA1967;SPC IN E     -   467,693.871    69,374.837   MT  0.99997821   -0 13 34.2
 KA1967;SPC IN E     - 1,534,425.64    227,607.28   sFT  0.99997821   -0 13 34.2
 KA1967;UTM  16      - 4,368,350.865   584,090.235   MT  0.99968706   +0 37 16.6
 KA1967
 KA1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1967!SPC IN E     -   0.99997030  x   0.99997821  =   0.99994851
 KA1967!UTM  16      -   0.99997030  x   0.99968706  =   0.99965737
 KA1967
 KA1967:                Primary Azimuth Mark                     Grid Az
 KA1967:SPC IN E     -  DECALB                                   143 49 00.5
 KA1967:UTM  16      -  DECALB                                   142 58 09.7
 KA1967
 KA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8409068350(NAD 83)
 KA1967
 KA1967|---------------------------------------------------------------------|
 KA1967| PID    Reference Object                     Distance      Geod. Az  |
 KA1967|                                                           dddmmss.s |
 KA1967| KA1968 DECALB                              APPROX. 0.5 KM 1433526.3 |
 KA1967| KA1973 FRANKLIN MASONIC HOME TOWER         APPROX. 2.3 KM 3024648.5 |
 KA1967| KA1963 FRANKLIN COURTHOUSE DOME            APPROX. 3.5 KM 3073211.5 |
 KA1967| KA1964 FRANKLIN PRESB CHURCH STEEPLE       APPROX. 3.6 KM 3111229.7 |
 KA1967| KA1972 FRANKLIN COLLEGE STEEPLE            APPROX. 3.0 KM 3140558.6 |
 KA1967| CC8609 DELAWARE RM                          13.820 METERS 31643     |
 KA1967| KA1970 FRANKLIN MFG CO WATER TANK          APPROX. 4.0 KM 3261545.4 |
 KA1967|---------------------------------------------------------------------|
 KA1967
 KA1967                          SUPERSEDED SURVEY CONTROL
 KA1967
 KA1967  NAD 83(1986)-  39 27 38.27566(N)    086 01 21.14825(W) AD(       ) 2
 KA1967  NAD 27      -  39 27 38.09000(N)    086 01 21.20500(W) AD(       ) 2
 KA1967  USSD        -  39 27 38.16900(N)    086 01 20.99800(W) AD(       ) 3
 KA1967  NGVD 29             222.82   (m)          731.0    (f) LEVELING    3  
 KA1967
 KA1967.Superseded values are not recommended for survey control.
 KA1967
 KA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1967.See file dsdata.pdf to determine how the superseded data were derived.
 KA1967
 KA1967_MARKER: DS = TRIANGULATION STATION DISK
 KA1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1967_STAMPING: DELAWARE 1920
 KA1967_MARK LOGO: CGS
 KA1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1967+STABILITY: SURFACE MOTION
 KA1967
 KA1967  HISTORY     - Date     Condition        Report By
 KA1967  HISTORY     - 1920     MONUMENTED       CGS
 KA1967  HISTORY     - 1973     GOOD             BRADY
 KA1967
 KA1967                          STATION DESCRIPTION
 KA1967
 KA1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1967'ABOUT HALF-WAY BETWEEN MILEPOSTS I 22 AND I 23, ON THE E SIDE OF THE
 KA1967'PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 4.970 METERS, 16.31 FT., E OF
 KA1967'THE E AND NEAREST RAIL. THE STATION CAN BE REACHED BY TRUCK BY
 KA1967'TURNING IN AT A BRICK FARMHOUSE AND FOLLOWING THE FARM ROAD
 KA1967'ABOUT 50 YARDS E AND N OF THE HOUSE. THE STATION, UNDERGROUND AND
 KA1967'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1967'THE REFERENCE MARK IS ON THE SAME SIDE OF
 KA1967'THE TRACK ACROSS THE FARM ROAD AND IN THE FENCE LINE, 13.82
 KA1967'METERS, 45.34 FEET, FROM THE STATION N 43 DEG 18 MIN W.
 KA1967
 KA1967                          STATION RECOVERY (1973)
 KA1967
 KA1967'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 KA1967'DELAWARE 1920 RECOVERED IN GOOD CONDITION.
 KA1967'
 KA1967'DELAWARE 1920 (AZIM) RECOVERED IN GOOD CONDITION.
 KA1967'
 KA1967'SET WITNESS SIGNS BESIDE MARKS.  INTERURBAN R.R. HAS BEEN REMOVED.
 KA1967'
 KA1967'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES S OF
 KA1967'FRANKLIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0320 ***********************************************************************
 ME0320  DESIGNATION -  DELONG
 ME0320  PID         -  ME0320
 ME0320  STATE/COUNTY-  IN/FULTON
 ME0320  COUNTRY     -  US
 ME0320  USGS QUAD   -  CULVER (2019)
 ME0320
 ME0320                         *CURRENT SURVEY CONTROL
 ME0320  ______________________________________________________________________
 ME0320* NAD 83(1997) POSITION- 41 08 17.10890(N) 086 24 53.47567(W)   ADJUSTED
 ME0320* NAVD 88 ORTHO HEIGHT -   225.999 (meters)      741.47  (feet) ADJUSTED
 ME0320  ______________________________________________________________________
 ME0320  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 ME0320  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 ME0320  DYNAMIC HEIGHT  -        225.907 (meters)      741.16  (feet) COMP
 ME0320  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 ME0320
 ME0320  HORZ ORDER      -  SECOND
 ME0320  VERT ORDER      -  SECOND    CLASS 0
 ME0320
 ME0320.The horizontal coordinates were established by classical geodetic methods
 ME0320.and adjusted by the National Geodetic Survey in May 1999.
 ME0320
 ME0320.The orthometric height was determined by differential leveling and
 ME0320.adjusted by the NATIONAL GEODETIC SURVEY
 ME0320.in June 1991.
 ME0320
 ME0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0320.GEOID18 height accuracy estimate available here.
 ME0320
 ME0320.Click photographs - Photos may exist for this station.
 ME0320
 ME0320.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0320
 ME0320.The dynamic height is computed by dividing the NAVD 88
 ME0320.geopotential number by the normal gravity value computed on the
 ME0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0320.degrees latitude (g = 980.6199 gals.).
 ME0320
 ME0320.The modeled gravity was interpolated from observed gravity values.
 ME0320
 ME0320. The following values were computed from the NAD 83(1997) position.
 ME0320
 ME0320;                    North         East     Units Scale Factor Converg.
 ME0320;SPC IN E     -   654,162.663    37,184.500   MT  1.00001521   -0 29 32.0
 ME0320;SPC IN E     - 2,146,198.67    121,996.15   sFT  1.00001521   -0 29 32.0
 ME0320;SPC IN W     -   654,108.232   956,123.363   MT  1.00000542   +0 26 23.2
 ME0320;SPC IN W     - 2,146,020.09  3,136,881.40   sFT  1.00000542   +0 26 23.2
 ME0320;UTM  16      - 4,554,251.058   549,108.912   MT  0.99962968   +0 23 05.9
 ME0320
 ME0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0320!SPC IN E     -   0.99996982  x   1.00001521  =   0.99998503
 ME0320!SPC IN W     -   0.99996982  x   1.00000542  =   0.99997524
 ME0320!UTM  16      -   0.99996982  x   0.99962968  =   0.99959951
 ME0320
 ME0320:                Primary Azimuth Mark                     Grid Az
 ME0320:SPC IN E     -  PERRY                                    192 06 55.4
 ME0320:SPC IN W     -  PERRY                                    191 11 00.2
 ME0320:UTM  16      -  PERRY                                    191 14 17.5
 ME0320
 ME0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4910854251(NAD 83)
 ME0320
 ME0320|---------------------------------------------------------------------|
 ME0320| PID    Reference Object                     Distance      Geod. Az  |
 ME0320|                                                           dddmmss.s |
 ME0320| ME2302 PERRY                               APPROX. 1.9 KM 1913723.4 |
 ME0320| ME0321 DELONG RM                            16.035 METERS 27605     |
 ME0320|---------------------------------------------------------------------|
 ME0320
 ME0320                          SUPERSEDED SURVEY CONTROL
 ME0320
 ME0320  NAD 83(1986)-  41 08 17.11657(N)    086 24 53.48462(W) AD(       ) 2
 ME0320  NAD 27      -  41 08 16.96970(N)    086 24 53.46660(W) AD(       ) 2
 ME0320  USSD        -  41 08 16.98800(N)    086 24 53.29300(W) AD(       ) 3
 ME0320  NGVD 29 (??/??/92)  226.122  (m)          741.87   (f) ADJ UNCH    2 0
 ME0320  NGVD 29             226.12   (m)          741.9    (f) LEVELING    3  
 ME0320
 ME0320.Superseded values are not recommended for survey control.
 ME0320
 ME0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0320.See file dsdata.pdf to determine how the superseded data were derived.
 ME0320
 ME0320_MARKER: DS = TRIANGULATION STATION DISK
 ME0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0320_STAMPING: DELONG 1920
 ME0320_MARK LOGO: CGS
 ME0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0320+STABILITY: SURFACE MOTION
 ME0320
 ME0320  HISTORY     - Date     Condition        Report By
 ME0320  HISTORY     - 1920     MONUMENTED       CGS
 ME0320  HISTORY     - 1934     GOOD             INGS
 ME0320  HISTORY     - 1938     GOOD             CGS
 ME0320  HISTORY     - 1946     GOOD             CGS
 ME0320  HISTORY     - 1952     GOOD             CGS
 ME0320  HISTORY     - 1971     GOOD             INHD
 ME0320
 ME0320                          STATION DESCRIPTION
 ME0320
 ME0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0320'ABOUT ONE-EIGHTH
 ME0320'MILE N OF DELONG,
 ME0320'ON THE E SIDE OF THE TRACK, 75 YARDS N OF A
 ME0320'WAGON ROAD CROSSING, 80 YARDS N OF
 ME0320'THE N END OF THE STATION PLATFORM
 ME0320'AT DELONG, 300 YARDS N OF MILEPOST T.H. 143, 130
 ME0320'YARDS N OF
 ME0320'THE NW CORNER OF THE DEPOT.  THE STATION, UNDERGROUND AND REFERENCE
 ME0320'MARKS ARE BRONZE
 ME0320'TABLETS SET IN CONCRETE.
 ME0320'THE REFERENCE MARK IS
 ME0320'ON THE OPPOSITE SIDE OF THE
 ME0320'TRACK NEAR THE FENCE LINE, 16.035 METERS (52.61 FEET)
 ME0320'FROM THE
 ME0320'STATION N 84 DEG 55 MIN N.
 ME0320
 ME0320                          STATION RECOVERY (1934)
 ME0320
 ME0320'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME0320'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 ME0320
 ME0320                          STATION RECOVERY (1938)
 ME0320
 ME0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME0320'AT DELONG, ABOUT 13 RAILS NORTH OF THE PENNSYLVANIA
 ME0320'RAILROAD STATION,
 ME0320'AOUT 2 RAILS SOUTH OF A SIGNAL TOWER, AT THE
 ME0320'JUNCTION OF A SPUR TRACK TO THE ERIE
 ME0320'RAILROAD, ABOUT 17 YARDS
 ME0320'WEST OF THE WEST RAIL OF THE P.R.R., AT A GARDEN FENCE
 ME0320'LINE, AND
 ME0320'ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD REFERENCE MARK
 ME0320'DISK, STAMPED
 ME0320'DELONG 1920 AND SET IN THE TOP OF A CONCRETE
 ME0320'POST PROJECTING ABOUT 2 INCHES
 ME0320'ABOVE GROUND.
 ME0320
 ME0320                          STATION RECOVERY (1946)
 ME0320
 ME0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0320'AT DELONG.
 ME0320'AT DELONG, ABOUT 13 RAILS NORTH OF THE INTERSECTION OF THE
 ME0320'ERIE AND PENNSYLVANIA RAILROADS, IN THE FORKS OF THE MAIN TRACK
 ME0320'OF THE PENNSYLVANIA RAILROAD AND A CONNECTING SPUR TRACK, 69.5
 ME0320'FEET SOUTHEAST AND ACROSS THE TRACK FROM A SEMAPHORE SIGNAL,
 ME0320'23.5 FEET NORTHWEST OF A TELEPHONE BOX, 9 FEET EAST OF THE EAST
 ME0320'RAIL OF THE MAIN P.R.R. TRACK, 9.5 FEET SOUTHWEST OF THE SOUTHWEST
 ME0320'RAIL OF THE SPUR TRACK, ABOUT LEVEL WITH THE TRACK AND SET IN
 ME0320'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0320
 ME0320                          STATION RECOVERY (1952)
 ME0320
 ME0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0320'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME0320'CONDITION.  THE STATION AND
 ME0320'REFERENCE MARKS ARE DESCRIBED.
 ME0320'
 ME0320'THE STATION MARK WAS USED AS A REFERENCE MARK FOR TRIANGULATION
 ME0320'STATION JIM BUCK.  THE DISTANCE
 ME0320'IS 64.988 METERS (213.21 FEET).
 ME0320
 ME0320                          STATION RECOVERY (1971)
 ME0320
 ME0320'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1971 (WRS)
 ME0320'DELONG 1920 GOOD CONDITION
 ME0320'
 ME0320'NEW DESCRIPTION SHOULD READ- AT DELONG, 460 FEET NORTH ALONG
 ME0320'PENN-CENTRAL R.R. FROM
 ME0320'THE INTERSECTION OF THE PENN-CENTRAL R.R. AND THE
 ME0320'ERIE-LACKAWANNA R.R.  IN THE
 ME0320'FORKS OF THE MAIN TRACK OF THE PENN-CENTRAL
 ME0320'R.R. AND A CONNECTING SPUR TRACK.  66 FEET
 ME0320'NORTHEAST AND ACORSS TRACK FROM
 ME0320'A SEMAPHORE SIGNAL TOWER, 9.5 FEET EAST OF EAST RAIL OF MAIN
 ME0320'TRACK AND 9.5 FEET SW OF SW
 ME0320'RAIL OF THE SPUR TRACK AND ABOUT LEVEL WITH TRACK, AND
 ME0320'SET IN TOP OF A CONCRETE
 ME0320'POST.
 ME0320'
 ME0320'DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DELONG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0321 ***********************************************************************
 ME0321  DESIGNATION -  DELONG RM
 ME0321  PID         -  ME0321
 ME0321  STATE/COUNTY-  IN/FULTON
 ME0321  COUNTRY     -  US
 ME0321  USGS QUAD   -  CULVER (2019)
 ME0321
 ME0321                         *CURRENT SURVEY CONTROL
 ME0321  ______________________________________________________________________
 ME0321* NAD 83(1986) POSITION- 41 08 17.16   (N) 086 24 54.16   (W)   HD_HELD1
 ME0321* NAVD 88 ORTHO HEIGHT -   223.469 (meters)      733.16  (feet) ADJUSTED
 ME0321  ______________________________________________________________________
 ME0321  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 ME0321  DYNAMIC HEIGHT  -        223.378 (meters)      732.87  (feet) COMP
 ME0321  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 ME0321
 ME0321  VERT ORDER      -  SECOND    CLASS 0
 ME0321
 ME0321.The horizontal coordinates were determined by differentially corrected
 ME0321.hand held GPS observations or other comparable positioning techniques
 ME0321.and have an estimated accuracy of +/- 3 meters.
 ME0321
 ME0321.The orthometric height was determined by differential leveling and
 ME0321.adjusted by the NATIONAL GEODETIC SURVEY
 ME0321.in June 1991.
 ME0321
 ME0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0321.GEOID18 height accuracy estimate available here.
 ME0321
 ME0321.Click photographs - Photos may exist for this station.
 ME0321
 ME0321.The dynamic height is computed by dividing the NAVD 88
 ME0321.geopotential number by the normal gravity value computed on the
 ME0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0321.degrees latitude (g = 980.6199 gals.).
 ME0321
 ME0321.The modeled gravity was interpolated from observed gravity values.
 ME0321
 ME0321;                    North         East    Units  Estimated Accuracy
 ME0321;SPC IN E     -   654,164.4      37,168.6     MT  (+/- 3 meters HH1 GPS) 
 ME0321
 ME0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4909254252(NAD 83)
 ME0321
 ME0321                          SUPERSEDED SURVEY CONTROL
 ME0321
 ME0321  NGVD 29 (??/??/92)  223.591  (m)          733.56   (f) ADJ UNCH    2 0
 ME0321
 ME0321.Superseded values are not recommended for survey control.
 ME0321
 ME0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0321.See file dsdata.pdf to determine how the superseded data were derived.
 ME0321
 ME0321_MARKER: DR = REFERENCE MARK DISK
 ME0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0321_STAMPING: DELONG 1920
 ME0321_MARK LOGO: CGS
 ME0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0321+STABILITY: SURFACE MOTION
 ME0321
 ME0321  HISTORY     - Date     Condition        Report By
 ME0321  HISTORY     - 1920     MONUMENTED       CGS
 ME0321  HISTORY     - 1946     GOOD             CGS
 ME0321  HISTORY     - 20211227 MARK NOT FOUND   INDOT
 ME0321
 ME0321                          STATION DESCRIPTION
 ME0321
 ME0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0321'AT DELONG.
 ME0321'AT DELONG, ABOUT 13 RAILS NORTH OF THE INTERSECTION OF THE ERIE
 ME0321'AND PENNSYLVANIA RAILROADS, 49 FEET WEST OF THE WEST RAIL OF THE
 ME0321'MAIN PENNSYLVANIA RAILROAD TRACK, 71 FEET NORTHWEST AND ACROSS
 ME0321'THE MAIN TRACK FROM A TELEPHONE BOX, 77 FEET SOUTHWEST OF A SEMAPHORE
 ME0321'SIGNAL, 5 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET EAST OF A
 ME0321'FENCE LINE, ABOUT 8 FEET BELOW TRACK LEVEL AND SET IN THE TOP
 ME0321'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 ME0321
 ME0321                          STATION RECOVERY (2021)
 ME0321
 ME0321'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DF)
 ME0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2637 ***********************************************************************
 LB2637  DESIGNATION -  DELPHI
 LB2637  PID         -  LB2637
 LB2637  STATE/COUNTY-  IN/CARROLL
 LB2637  COUNTRY     -  US
 LB2637  USGS QUAD   -  DELPHI (2019)
 LB2637
 LB2637                         *CURRENT SURVEY CONTROL
 LB2637  ______________________________________________________________________
 LB2637* NAD 83(1997) POSITION- 40 36 54.83397(N) 086 37 41.66814(W)   ADJUSTED
 LB2637* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 LB2637  ______________________________________________________________________
 LB2637  GEOID HEIGHT    -        -34.054 (meters)                     GEOID18
 LB2637  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LB2637  HORZ ORDER      -  SECOND
 LB2637
 LB2637.The horizontal coordinates were established by classical geodetic methods
 LB2637.and adjusted by the National Geodetic Survey in May 1999.
 LB2637
 LB2637.The orthometric height was scaled from a topographic map.
 LB2637
 LB2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2637.GEOID18 height accuracy estimate available here.
 LB2637
 LB2637.Click photographs - Photos may exist for this station.
 LB2637
 LB2637.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2637
 LB2637. The following values were computed from the NAD 83(1997) position.
 LB2637
 LB2637;                    North         East     Units Scale Factor Converg.
 LB2637;SPC IN W     -   595,930.583   938,509.840   MT  0.99998491   +0 17 46.5
 LB2637;SPC IN W     - 1,955,148.92  3,079,094.37   sFT  0.99998491   +0 17 46.5
 LB2637;UTM  16      - 4,496,111.968   531,446.633   MT  0.99961217   +0 14 31.2
 LB2637
 LB2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2637!SPC IN W     -   0.99997477  x   0.99998491  =   0.99995968
 LB2637!UTM  16      -   0.99997477  x   0.99961217  =   0.99958695
 LB2637
 LB2637:                Primary Azimuth Mark                     Grid Az
 LB2637:SPC IN W     -  DELPHI AZ MK                             262 56 10.6
 LB2637:UTM  16      -  DELPHI AZ MK                             262 59 25.9
 LB2637
 LB2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3144696111(NAD 83)
 LB2637
 LB2637|---------------------------------------------------------------------|
 LB2637| PID    Reference Object                     Distance      Geod. Az  |
 LB2637|                                                           dddmmss.s |
 LB2637| CC8611 DELPHI RM 1                          24.140 METERS 14751     |
 LB2637| CC8612 DELPHI RM 2                          25.268 METERS 21544     |
 LB2637| CC8610 DELPHI AZ MK                                       2631357.1 |
 LB2637|---------------------------------------------------------------------|
 LB2637
 LB2637                          SUPERSEDED SURVEY CONTROL
 LB2637
 LB2637  NAD 83(1986)-  40 36 54.83922(N)    086 37 41.67915(W) AD(       ) 2
 LB2637  NAD 27      -  40 36 54.70220(N)    086 37 41.66350(W) AD(       ) 2
 LB2637
 LB2637.Superseded values are not recommended for survey control.
 LB2637
 LB2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2637.See file dsdata.pdf to determine how the superseded data were derived.
 LB2637
 LB2637_MARKER: DS = TRIANGULATION STATION DISK
 LB2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2637_STAMPING: DELPHI 1948
 LB2637_MARK LOGO: CGS
 LB2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2637+STABILITY: SURFACE MOTION
 LB2637
 LB2637  HISTORY     - Date     Condition        Report By
 LB2637  HISTORY     - 1948     MONUMENTED       CGS
 LB2637
 LB2637                          STATION DESCRIPTION
 LB2637
 LB2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2637'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF DELPHI AND 3 MILES
 LB2637'SOUTH OF ROCKFIELD ON THE NORTH SIDE OF STATE HIGHWAY NO. 25.  IT IS
 LB2637'58 FEET EAST OF A 36 INCH ELM TREE, 33 FEET NORTH OF THE CENTER OF
 LB2637'HIGHWAY, 9 FEET EAST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF A
 LB2637'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2637'DELPHI 1948.
 LB2637'
 LB2637'REFERENCE MARK NO. 1 IS 79.20 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2637'34 FEET SOUTH OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS 6 INCHES
 LB2637'AND THE DISK IS STAMPED DELPHI NO 1 1948.
 LB2637'
 LB2637'REFERENCE MARK NO. 2 IS 82.90 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2637'34 FEET SOUTH OF THE CENTER OF HIGHWAY AND 21 FEET WEST OF A
 LB2637'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2637'DELPHI NO 2 1948.
 LB2637'
 LB2637'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION.  IT IS 36 FEET SOUTH
 LB2637'OF THE CENTER OF HIGHWAY, 5 FEET SOUTH OF A WHITE WITNESS POST AND
 LB2637'4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND
 LB2637'THE DISK IS STAMPED DELPHI 1948.
 LB2637'
 LB2637'TO REACH THE STATION FROM THE CARROLL COUNTY COURT HOUSE IN DELPHI
 LB2637'GO NORTHEAST OF STATE HIGHWAY NOS. 25 AND 218 FOR 2 MILES TO THE
 LB2637'JUNCTION OF THE TWO HIGHWAYS, CONTINUE NORTHEAST ON STATE HIGHWAY
 LB2637'NO. 25 FOR 1.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LB2637'FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2637'
 LB2637'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2548 ***********************************************************************
 ME2548  DESIGNATION -  DEMOTTE
 ME2548  PID         -  ME2548
 ME2548  STATE/COUNTY-  IN/JASPER
 ME2548  COUNTRY     -  US
 ME2548  USGS QUAD   -  DEMOTTE (2019)
 ME2548
 ME2548                         *CURRENT SURVEY CONTROL
 ME2548  ______________________________________________________________________
 ME2548* NAD 83(1997) POSITION- 41 12 28.32269(N) 087 11 55.21718(W)   ADJUSTED
 ME2548* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 ME2548  ______________________________________________________________________
 ME2548  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 ME2548  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 ME2548  HORZ ORDER      -  THIRD
 ME2548
 ME2548.The horizontal coordinates were established by classical geodetic methods
 ME2548.and adjusted by the National Geodetic Survey in May 1999.
 ME2548
 ME2548.The orthometric height was scaled from a topographic map.
 ME2548
 ME2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2548.GEOID18 height accuracy estimate available here.
 ME2548
 ME2548.Click photographs - Photos may exist for this station.
 ME2548
 ME2548.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2548
 ME2548. The following values were computed from the NAD 83(1997) position.
 ME2548
 ME2548;                    North         East     Units Scale Factor Converg.
 ME2548;SPC IN W     -   661,648.747   890,326.880   MT  0.99996782   -0 04 33.5
 ME2548;SPC IN W     - 2,170,759.26  2,921,014.11   sFT  0.99996782   -0 04 33.5
 ME2548;UTM  16      - 4,561,851.758   483,344.027   MT  0.99960341   -0 07 51.2
 ME2548
 ME2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2548!SPC IN W     -   0.99997299  x   0.99996782  =   0.99994081
 ME2548!UTM  16      -   0.99997299  x   0.99960341  =   0.99957641
 ME2548
 ME2548:                Primary Azimuth Mark                     Grid Az
 ME2548:SPC IN W     -  WHEATFIELD                               103 30 11.1
 ME2548:UTM  16      -  WHEATFIELD                               103 33 28.8
 ME2548
 ME2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8334461851(NAD 83)
 ME2548
 ME2548|---------------------------------------------------------------------|
 ME2548| PID    Reference Object                     Distance      Geod. Az  |
 ME2548|                                                           dddmmss.s |
 ME2548| CM3412 DEMOTTE RM 1                         21.806 METERS 03740     |
 ME2548| ME2538 WHEATFIELD                          APPROX. 9.9 KM 1032537.6 |
 ME2548| CM3413 DEMOTTE RM 2                         27.402 METERS 30258     |
 ME2548| CM3411 DEMOTTE AZ MK                                      3535441.8 |
 ME2548|---------------------------------------------------------------------|
 ME2548
 ME2548                          SUPERSEDED SURVEY CONTROL
 ME2548
 ME2548  NAD 83(1986)-  41 12 28.32731(N)    087 11 55.22500(W) AD(       ) 3
 ME2548  NAD 27      -  41 12 28.19660(N)    087 11 55.12220(W) AD(       ) 3
 ME2548
 ME2548.Superseded values are not recommended for survey control.
 ME2548
 ME2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2548.See file dsdata.pdf to determine how the superseded data were derived.
 ME2548
 ME2548_MARKER: DS = TRIANGULATION STATION DISK
 ME2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2548_STAMPING: DEMOTTE 1952
 ME2548_MARK LOGO: CGS
 ME2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2548+STABILITY: SURFACE MOTION
 ME2548
 ME2548  HISTORY     - Date     Condition        Report By
 ME2548  HISTORY     - 1952     MONUMENTED       CGS
 ME2548  HISTORY     - 1968     GOOD             CGS
 ME2548  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME2548  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME2548
 ME2548                          STATION DESCRIPTION
 ME2548
 ME2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2548'STATION IS LOCATED ON THE PROPERTY OF MR. WM. RECKER ALONG THE EAST
 ME2548'SIDE OF STATE HIGHWAY 53 ABOUT
 ME2548'1 MILE NORTH OF DEMOTTE.  IT IS 47 FEET EAST OF THE CENTER OF THE
 ME2548'HIGHWAY, 24 FEET NORTH OF A STEEL GAS
 ME2548'STORAGE TANK AND 15 FEET EAST OF A WHITE WITNESS POST.
 ME2548'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 ME2548'IS STAMPED DEMOTTE 1952.
 ME2548'
 ME2548'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF A 16 INCH OAK TREE.  THE
 ME2548'MARK PROJECTS ABOUT 6 INCHES
 ME2548'AND THE DISK IS STAMPED DEMOTTE NO. 1 1952.
 ME2548'
 ME2548'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF THE HIGHWAY.
 ME2548'THE MARK PROJECTS ABOUT 4 INCHES
 ME2548'AND THE DISK IS STAMPED DEMOTTE NO 2 1952.
 ME2548'
 ME2548'AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF STATE HIGHWAY 53, 25
 ME2548'FEET NORTH OF THE CENTER OF A
 ME2548'SAND ROAD AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2548'ABOUT 8 INCHES AND THE DISK IS
 ME2548'STAMPED DEMOTTE 1952.
 ME2548'
 ME2548'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 53
 ME2548'WHICH IS ABOUT 250 FEET
 ME2548'EAST OF THE DEMOTTE DEPOT, GO NORTH ON HIGHWAY 53 FOR 0.85 MILES TO
 ME2548'THE STATION ON THE RIGHT AS
 ME2548'DESCRIBED.  CONTINUE NORTH FOR 0.15 MILES TO THE AZIMUTH MARK
 ME2548'ON THE LEFT AS DESCRIBED.
 ME2548'
 ME2548'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2548
 ME2548                          STATION RECOVERY (1968)
 ME2548
 ME2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2548'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 ME2548'THE STATION SITE
 ME2548'IS NOW A SHOPPING CENTER AND A THOROUGH SEARCH
 ME2548'FAILED TO LOCATED THE STATION OR
 ME2548'REFERENCE MARKS.  THE STATION IS
 ME2548'ASSUMED DESTROYED BY GRADING AND CONSTRUCTION.  THE
 ME2548'AZIMUTH MARK WAS
 ME2548'LEFT INTACT.
 ME2548'
 ME2548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT DEMOTTE.
 ME2548
 ME2548                          STATION RECOVERY (2008)
 ME2548
 ME2548'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME2548'NOW A MALL PARKING LOT.
 ME2548
 ME2548                          STATION RECOVERY (2012)
 ME2548
 ME2548'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2548'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2376 ***********************************************************************
 ME2376  DESIGNATION -  DENHAM
 ME2376  PID         -  ME2376
 ME2376  STATE/COUNTY-  IN/PULASKI
 ME2376  COUNTRY     -  US
 ME2376  USGS QUAD   -  DENHAM (2019)
 ME2376
 ME2376                         *CURRENT SURVEY CONTROL
 ME2376  ______________________________________________________________________
 ME2376* NAD 83(1997) POSITION- 41 09 44.66468(N) 086 41 41.58523(W)   ADJUSTED
 ME2376* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 ME2376  ______________________________________________________________________
 ME2376  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 ME2376  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 ME2376  HORZ ORDER      -  FIRST
 ME2376
 ME2376.The horizontal coordinates were established by classical geodetic methods
 ME2376.and adjusted by the National Geodetic Survey in May 1999.
 ME2376
 ME2376.The orthometric height was scaled from a topographic map.
 ME2376
 ME2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2376.GEOID18 height accuracy estimate available here.
 ME2376
 ME2376.Click photographs - Photos may exist for this station.
 ME2376
 ME2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2376
 ME2376. The following values were computed from the NAD 83(1997) position.
 ME2376
 ME2376;                    North         East     Units Scale Factor Converg.
 ME2376;SPC IN W     -   656,666.505   932,600.784   MT  0.99997974   +0 15 20.4
 ME2376;SPC IN W     - 2,154,413.36  3,059,707.74   sFT  0.99997974   +0 15 20.4
 ME2376;UTM  16      - 4,556,830.879   525,597.583   MT  0.99960806   +0 12 03.0
 ME2376
 ME2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2376!SPC IN W     -   0.99997065  x   0.99997974  =   0.99995039
 ME2376!UTM  16      -   0.99997065  x   0.99960806  =   0.99957872
 ME2376
 ME2376:                Primary Azimuth Mark                     Grid Az
 ME2376:SPC IN W     -  DENHAM AZ MK                             235 06 29.5
 ME2376:UTM  16      -  DENHAM AZ MK                             235 09 46.9
 ME2376
 ME2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2559756830(NAD 83)
 ME2376
 ME2376|---------------------------------------------------------------------|
 ME2376| PID    Reference Object                     Distance      Geod. Az  |
 ME2376|                                                           dddmmss.s |
 ME2376| CM3415 DENHAM RM 1                          26.898 METERS 14356     |
 ME2376| CM3416 DENHAM RM 2                          29.675 METERS 23207     |
 ME2376| CM3414 DENHAM AZ MK                                       2352149.9 |
 ME2376| ME2381 N JUDSON SS CYRIL CHURCH DOME       APPROX. 9.1 KM 3113635.0 |
 ME2376|---------------------------------------------------------------------|
 ME2376
 ME2376                          SUPERSEDED SURVEY CONTROL
 ME2376
 ME2376  NAD 83(1986)-  41 09 44.67015(N)    086 41 41.59320(W) AD(       ) 1
 ME2376  NAD 27      -  41 09 44.52580(N)    086 41 41.54760(W) AD(       ) 1
 ME2376
 ME2376.Superseded values are not recommended for survey control.
 ME2376
 ME2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2376.See file dsdata.pdf to determine how the superseded data were derived.
 ME2376
 ME2376_MARKER: DS = TRIANGULATION STATION DISK
 ME2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2376_STAMPING: DENHAM 1948
 ME2376_MARK LOGO: CGS
 ME2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2376+STABILITY: SURFACE MOTION
 ME2376
 ME2376  HISTORY     - Date     Condition        Report By
 ME2376  HISTORY     - 1948     MONUMENTED       CGS
 ME2376  HISTORY     - 1952     GOOD             CGS
 ME2376  HISTORY     - 1970     GOOD             NGS
 ME2376
 ME2376                          STATION DESCRIPTION
 ME2376
 ME2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2376'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WINAMAC, 5 MILES
 ME2376'SOUTHEAST OF NORTH JUDSON AND 1-1/2 MILES NORTHEAST OF DENHAM.  IT IS
 ME2376'ABOUT 0.2 MILE EAST OF A GRAVEL ROAD, 138 FEET NORTHEAST OF A FENCE
 ME2376'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 ME2376'INCHES AND THE DISK IS STAMPED DENHAM 1948.
 ME2376'
 ME2376'REFERENCE MARK NO. 1 IS 88.25 FEET SOUTHEAST OF STATION.  IT IS 135
 ME2376'FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2376'DISK IS STAMPED DENHAM NO 1 1948.
 ME2376'
 ME2376'REFERENCE MARK NO. 2 IS 97.36 FEET SOUTHWEST OF STATION.  IT IS 41
 ME2376'FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2376'DISK IS STAMPED DENHAM NO 2 1948.
 ME2376'
 ME2376'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF STATION.  IT IS 23 FEET EAST OF
 ME2376'CENTER OF A GRAVEL ROAD AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 ME2376'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DENHAM 1948.
 ME2376'
 ME2376'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 39 IN
 ME2376'NORTH JUDSON, GO EAST ON HIGHWAY 10 FOR 4.1 MILES TO A CROSS ROADS,
 ME2376'TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 2.0 MILES TO A CROSS ROADS
 ME2376'AND END OF PAVED ROAD, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.6
 ME2376'MILES TO A FARM DRIVE ON LEFT.* TURN LEFT INTO DRIVE AND GO ABOUT 0.2
 ME2376'MILE, KEEPING SOUTH OF A LARGE BARN THROUGH BARN LOT TO TOP OF A SANDY
 ME2376'WOODED KNOLL AND STATION AS DESCRIBED.
 ME2376'
 ME2376'*TO REACH AZIMUTH MARK FROM THIS POINT, GO SOUTH ON GRAVEL ROAD FOR
 ME2376'0.2 MILE TO MARK ON LEFT OR EAST OF ROAD AS DESCRIBED.
 ME2376'
 ME2376'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2376
 ME2376                          STATION RECOVERY (1952)
 ME2376
 ME2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2376'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2376'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD
 ME2376'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.  THE
 ME2376'STATION IS ON PROPERTY OWNED BY CHRIS REDLIN.
 ME2376'
 ME2376'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK.
 ME2376'
 ME2376'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2376
 ME2376                          STATION RECOVERY (1970)
 ME2376
 ME2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2376'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 ME2376'GOOD CONDITION AFTER A LONG SEARCH.  THE DESCRIPTION TO THE STATION
 ME2376'WAS VERY POOR.  THE STATION SITE IS COMPLETLY COVERED BY BRIARS AND
 ME2376'BRUSH AND THE STATION WAS FOUND AFTER 2 TRIPS.  A NEW AND WHAT IS
 ME2376'THOUGHT TO BE A BETTER DESCRIPTION FOLLOWS- THE STATION WAS NOT
 ME2376'OCCUPIED DUE TO THE BRIARS AND BRUSH.
 ME2376'
 ME2376'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WINAMAC, 5 MILES
 ME2376'SOUTHEAST OF NORTH JUDSON, ABOUT 500 FEET EAST OF THE WEST END OF A
 ME2376'RIDGE RUNNING EAST AND WEST, 1 FOOT WEST OF A METAL WITNESS POST, 135
 ME2376'FEET NORTHEAST OF AN OLD FENCE LINE, 23 FEET EAST OF A 10 INCH OAK
 ME2376'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND 34 FEET SOUTHEAST OF
 ME2376'A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.  THE
 ME2376'MONUMENT IS FLUSH AND THE DISK IS STAMPED DENHAM 1948.
 ME2376'
 ME2376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 39 AT
 ME2376'NORTH JUDSON, GO EAST ON HIGHWAY 10 FOR 4.1 MILES TO A PAVED
 ME2376'CROSSROAD.  TURN RIGHT AND GO SOUTH ON RANGE ROAD FOR 2.0 MILES TO A
 ME2376'CROSSROAD.  CONTINUE SOUTH ON RANGE ROAD FOR 1.6 MILES TO A FARM ROAD
 ME2376'LEFT.* TURN LEFT AND GO EAST ON THE SANDY ROAD FOR 0.1 MILE TO THE TOP
 ME2376'OF SMALL GRADE AND POINT WHERE THE ROAD GOES NORTHEAST.  AT THIS POINT
 ME2376'GO EASTERLY ON RIDGE FOR ABOUT 500 FEET AND THE STATION ON THE HIGHEST
 ME2376'POINT.
 ME2376'
 ME2376'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON THE ROAD
 ME2376'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2376'
 ME2376'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 135 FEET
 ME2376'NORTHEAST OF THE OLD FENCE LINE, 28 FEET NORTHEAST OF AN 18 INCH OAK
 ME2376'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND 26 FEET SOUTHWEST
 ME2376'OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE
 ME2376'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DENHAM NO 1 1948.
 ME2376'
 ME2376'REFERENCE MARK 2 IS 41 FEET NORTH OF THE OLD FENCE LINE, 1 FOOT SOUTH
 ME2376'OF A METAL WITNESS POST, 22 FEET NORTHWEST OF A 12 INCH OAK TREE AND
 ME2376'21 FEET SOUTHWEST OF A 14 INCH OAK TREE.  THE MONUMENT PROJECTS 2
 ME2376'INCHES AND THE DISK IS STAMPED DENHAM NO 2 1948.
 ME2376'
 ME2376'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1
 ME2376'FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 ME2376'AND THE DISK IS STAMPED DENHAM 1948.
 ME2376'
 ME2376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 ME2376'NORTHEAST OF DENHAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2362 ***********************************************************************
 LB2362  DESIGNATION -  DENVER
 LB2362  PID         -  LB2362
 LB2362  STATE/COUNTY-  IN/MIAMI
 LB2362  COUNTRY     -  US
 LB2362  USGS QUAD   -  TWELVE MILE (2019)
 LB2362
 LB2362                         *CURRENT SURVEY CONTROL
 LB2362  ______________________________________________________________________
 LB2362* NAD 83(1997) POSITION- 40 51 57.18311(N) 086 08 15.17320(W)   ADJUSTED
 LB2362* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LB2362  ______________________________________________________________________
 LB2362  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 LB2362  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 LB2362  HORZ ORDER      -  THIRD
 LB2362
 LB2362.The horizontal coordinates were established by classical geodetic methods
 LB2362.and adjusted by the National Geodetic Survey in May 1999.
 LB2362
 LB2362.The orthometric height was scaled from a topographic map.
 LB2362
 LB2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2362.GEOID18 height accuracy estimate available here.
 LB2362
 LB2362.Click photographs - Photos may exist for this station.
 LB2362
 LB2362.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2362
 LB2362. The following values were computed from the NAD 83(1997) position.
 LB2362
 LB2362;                    North         East     Units Scale Factor Converg.
 LB2362;SPC IN E     -   623,771.513    60,303.364   MT  0.99998605   -0 18 29.2
 LB2362;SPC IN E     - 2,046,490.37    197,845.29   sFT  0.99998605   -0 18 29.2
 LB2362;UTM  16      - 4,524,227.033   572,680.752   MT  0.99966502   +0 33 51.5
 LB2362
 LB2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2362!SPC IN E     -   0.99996693  x   0.99998605  =   0.99995298
 LB2362!UTM  16      -   0.99996693  x   0.99966502  =   0.99963196
 LB2362
 LB2362:                Primary Azimuth Mark                     Grid Az
 LB2362:SPC IN E     -  DENVER AZ MK                             091 37 18.2
 LB2362:UTM  16      -  DENVER AZ MK                             090 44 57.5
 LB2362
 LB2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7268024227(NAD 83)
 LB2362
 LB2362|---------------------------------------------------------------------|
 LB2362| PID    Reference Object                     Distance      Geod. Az  |
 LB2362|                                                           dddmmss.s |
 LB2362| LB2363 DENVER 2                             11.504 METERS 01354     |
 LB2362| CC8613 DENVER AZ MK                                       0911849.0 |
 LB2362| CC8614 DENVER RM 1                          32.699 METERS 14535     |
 LB2362| CC8615 DENVER RM 2                          36.106 METERS 22236     |
 LB2362| CC8616 DENVER RM 3                          36.015 METERS 22241     |
 LB2362| CC8618 DENVER 2 RM 5                         6.806 METERS 27214     |
 LB2362|---------------------------------------------------------------------|
 LB2362
 LB2362                          SUPERSEDED SURVEY CONTROL
 LB2362
 LB2362  NAD 83(1986)-  40 51 57.18834(N)    086 08 15.18519(W) AD(       ) 3
 LB2362  NAD 27      -  40 51 57.03120(N)    086 08 15.19160(W) AD(       ) 3
 LB2362
 LB2362.Superseded values are not recommended for survey control.
 LB2362
 LB2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2362.See file dsdata.pdf to determine how the superseded data were derived.
 LB2362
 LB2362_MARKER: DS = TRIANGULATION STATION DISK
 LB2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2362_STAMPING: DENVER 1948
 LB2362_MARK LOGO: CGS
 LB2362_PROJECTION: FLUSH
 LB2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2362+STABILITY: SURFACE MOTION
 LB2362
 LB2362  HISTORY     - Date     Condition        Report By
 LB2362  HISTORY     - 1948     MONUMENTED       CGS
 LB2362  HISTORY     - 1968     GOOD             INHD
 LB2362  HISTORY     - 1968     GOOD             CGS
 LB2362  HISTORY     - 1973     GOOD             NGS
 LB2362
 LB2362                          STATION DESCRIPTION
 LB2362
 LB2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2362'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF PERU, 4 MILES EAST OF
 LB2362'TWELVE MILE, 3 MILES WEST OF DENVER AND 3 MILES NORTH OF MEXICO IN
 LB2362'THE NORTHWEST ANGLE OF THE INTERSECTION OF U. S. HIGHWAY NO. 31 AND
 LB2362'STATE HIGHWAY NO. 16.  IT IS 119 FEET NORTHWEST OF THE
 LB2362'INTERSECTION OF HIGHWAYS, 72 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 LB2362'NO. 31, 69 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 16 AND 18
 LB2362'FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 LB2362'DISK IS STAMPED DENVER 1948.
 LB2362'
 LB2362'REFERENCE MARK NO. 1 IS 107.29 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2362'37 FEET WEST OF THE CENTER OF HIGHWAY NO. 31 AND 19 FEET SOUTH OF
 LB2362'THE CENTER OF HIGHWAY NO. 16.  THE MARK IS FLUSH AND THE DISK IS
 LB2362'STAMPED DENVER NO 1 1948.
 LB2362'
 LB2362'REFERENCE MARK NO. 2 IS 118.46 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2362'18 FEET SOUTH OF THE CENTER OF HIGHWAY NO. 16 AND 1 FOOT NORTH OF A
 LB2362'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2362'DENVER NO 2 1948.
 LB2362'
 LB2362'AZIMUTH MARK IS 0.8 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 LB2362'STATE HIGHWAY NO. 16.  IT IS 17 FEET SOUTH OF THE CENTER OF HIGHWAY,
 LB2362'15 FEET WEST OF A 24 INCH WALNUT TREE, 1 FOOT WEST OF A WHITE
 LB2362'WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 8
 LB2362'INCHES AND THE DISK IS STAMPED DENVER 1948.
 LB2362'
 LB2362'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2362
 LB2362                          STATION RECOVERY (1968)
 LB2362
 LB2362'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968 (WBS)
 LB2362'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION AS NOTED IN THE
 LB2362'DESCRIPTION.
 LB2362'
 LB2362'RM 1 WAS FOUND IN GOOD CONDITION, BUT BURIED ABOUT 2 INCHES BELOW
 LB2362'GROUND LEVEL.
 LB2362'
 LB2362'RM 2 WAS FOUND VERY MUCH DISTURBED WITH THE POST BROKEN.
 LB2362'
 LB2362'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 LB2362'
 LB2362'THE STATE OF INDIANA IS IN THE PROCESS OF SURVEYING FOR AN
 LB2362'IMPROVEMENT ON U. S. 31 IN THIS VICINITY.  IT IS POSSIBLE THAT THE
 LB2362'STATION AND RMS 1 AND 2 WILL BE IN THE NEW CONSTRUCTION AREA.  IT
 LB2362'WOULD BE WELL IF THIS STATION WOULD BE RELOCATED PRIOR TO ACTUAL
 LB2362'CONSTRUCTION.  THAT WOULD POSSIBLY BE SOME 2 OR 3 YEARS FROM NOW.
 LB2362
 LB2362                          STATION RECOVERY (1968)
 LB2362
 LB2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2362'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 LB2362'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED AND A REFERENCE
 LB2362'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 LB2362'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LB2362'
 LB2362'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF PERU, 3 MILES NORTH
 LB2362'OF MEXICO AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 LB2362'JUNCTION OF U. S. HIGHWAY 31 AND STATE HIGHWAY 16.  IT IS 119 FEET
 LB2362'NORTHWEST OF THE INTERSECTION, 70 FEET NORTH OF THE CENTERLINE OF
 LB2362'HIGHWAY 16, 67 FEET WEST OF THE CENTERLINE OF HIGHWAY 31, 55 FEET
 LB2362'SOUTHWEST OF A POWER POLE AND IN THE SOUTHEAST CORNER OF A LAWN
 LB2362'OF THE COUNTRY CHAPEL MCCAIN FUNERAL HOME.  THE MONUMENT IS 3 INCHES
 LB2362'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DENVER
 LB2362'1948.
 LB2362'
 LB2362'REFERENCE MARK 1 IS 37 FEET WEST OF THE CENTERLINE OF HIGHWAY 31, 19
 LB2362'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 16, 16 FEET EAST OF A POWER
 LB2362'POLE AND 12 FEET NORTH OF A 20 INCH MAPLE TREE.  THE MONUMENT IS
 LB2362'FLUSH AND THE DISK IS STAMPED DENVER NO 1 1948.
 LB2362'
 LB2362'REFERENCE MARK 3 IS 19 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 16, 6
 LB2362'FEET EAST OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE CORNER AND 1
 LB2362'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 LB2362'AND THE DISK IS STAMPED DENVER NO 3 1948 1968.
 LB2362'
 LB2362'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 16, 9
 LB2362'FEET WEST OF A TELEPHONE POLE NO. 185, 1 FOOT NORTH OF A FENCE AND 1
 LB2362'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 LB2362'AND THE DISK IS STAMPED DENVER 1948.
 LB2362'
 LB2362'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 16 FOR
 LB2362'0.8 MILE TO THE MARK ON THE RIGHT.
 LB2362'
 LB2362'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LB2362'
 LB2362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 LB2362'DENVER.
 LB2362
 LB2362                          STATION RECOVERY (1973)
 LB2362
 LB2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LB2362'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 LB2362'TO THE REFERENCE MARKS CHECKED.  THE REFERENCE MARKS WERE IN THE WAY
 LB2362'OF ROAD CONSTRUCTION AND WERE DESTROYED.  THE STATION MARK IS ALSO
 LB2362'IN THE LIMITS OF CONSTRUCTION BUT THERE IS A POSSIBILITY THAT IT MAY
 LB2362'NOT BE DESTROYED.  A NEW STATION DENVER 2 1973 WAS ESTABLISHED.
 LB2362'THE STATION MARK WAS LEFT INTACT, AS WAS THE AZIMUTH MARK.
 LB2362'
 LB2362'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2362'
 LB2362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 LB2362'OF MEXICO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2363 ***********************************************************************
 LB2363  DESIGNATION -  DENVER 2
 LB2363  PID         -  LB2363
 LB2363  STATE/COUNTY-  IN/MIAMI
 LB2363  COUNTRY     -  US
 LB2363  USGS QUAD   -  TWELVE MILE (2019)
 LB2363
 LB2363                         *CURRENT SURVEY CONTROL
 LB2363  ______________________________________________________________________
 LB2363* NAD 83(1997) POSITION- 40 51 57.54512(N) 086 08 15.05523(W)   NO CHECK
 LB2363* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LB2363  ______________________________________________________________________
 LB2363  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 LB2363  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 LB2363  HORZ ORDER      -  THIRD
 LB2363
 LB2363.The horizontal coordinates were established by classical geodetic methods
 LB2363.and adjusted by the National Geodetic Survey in May 1999.
 LB2363
 LB2363.No horizontal observational check was made to the station.
 LB2363
 LB2363.The orthometric height was scaled from a topographic map.
 LB2363
 LB2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2363.GEOID18 height accuracy estimate available here.
 LB2363
 LB2363.Click photographs - Photos may exist for this station.
 LB2363
 LB2363.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2363
 LB2363. The following values were computed from the NAD 83(1997) position.
 LB2363
 LB2363;                    North         East     Units Scale Factor Converg.
 LB2363;SPC IN E     -   623,782.665    60,306.187   MT  0.99998605   -0 18 29.1
 LB2363;SPC IN E     - 2,046,526.96    197,854.55   sFT  0.99998605   -0 18 29.1
 LB2363;UTM  16      - 4,524,238.223   572,683.403   MT  0.99966502   +0 33 51.6
 LB2363
 LB2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2363!SPC IN E     -   0.99996693  x   0.99998605  =   0.99995298
 LB2363!UTM  16      -   0.99996693  x   0.99966502  =   0.99963196
 LB2363
 LB2363:                Primary Azimuth Mark                     Grid Az
 LB2363:SPC IN E     -  DENVER AZ MK                             092 07 19.1
 LB2363:UTM  16      -  DENVER AZ MK                             091 14 58.4
 LB2363
 LB2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7268324238(NAD 83)
 LB2363
 LB2363|---------------------------------------------------------------------|
 LB2363| PID    Reference Object                     Distance      Geod. Az  |
 LB2363|                                                           dddmmss.s |
 LB2363| CC8613 DENVER AZ MK                                       0914850.0 |
 LB2363| LB2362 DENVER                               11.504 METERS 19354     |
 LB2363| CC8618 DENVER 2 RM 5                        14.502 METERS 21816     |
 LB2363| CC8617 DENVER 2 RM 4                         5.243 METERS 34533     |
 LB2363|---------------------------------------------------------------------|
 LB2363
 LB2363                          SUPERSEDED SURVEY CONTROL
 LB2363
 LB2363  NAD 83(1986)-  40 51 57.55036(N)    086 08 15.06722(W) AD(       ) 3
 LB2363  NAD 27      -  40 51 57.39319(N)    086 08 15.07364(W) AD(       ) 3
 LB2363
 LB2363.Superseded values are not recommended for survey control.
 LB2363
 LB2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2363.See file dsdata.pdf to determine how the superseded data were derived.
 LB2363
 LB2363_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2363_STAMPING: DENVER 2 1973
 LB2363_MARK LOGO: NGS
 LB2363_PROJECTION: FLUSH
 LB2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2363+STABILITY: SURFACE MOTION
 LB2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2363+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 LB2363
 LB2363  HISTORY     - Date     Condition        Report By
 LB2363  HISTORY     - 1973     MONUMENTED       NGS
 LB2363  HISTORY     - 20071120 GOOD             BFSINC
 LB2363
 LB2363                          STATION DESCRIPTION
 LB2363
 LB2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LB2363'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF AN INTERSECTION
 LB2363'FORMED BY U. S. HIGHWAY 31 AND STATE HIGHWAY 16 ABOUT 3 MILES NORTH
 LB2363'OF MEXICO, ON ROAD RIGHT-OF-WAY, AT THE SOUTHEAST CORNER OF LAWN OF
 LB2363'MCCAIN FUNERAL HOME, 19 FEET SOUTH OF A POWER POLE, 70 FEET WEST
 LB2363'OF THE CENTERLINE OF HIGHWAY 31, 70 FEET NORTH OF THE CENTERLINE
 LB2363'OF HIGHWAY 16 AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 LB2363'MONUMENT IS FLUSH AND THE DISK IS STAMPED DENVER 2 1973.
 LB2363'
 LB2363'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 LB2363'SOUTH OF THE POWER POLE AND 70 FEET WEST OF THE CENTERLINE OF
 LB2363'HIGHWAY 31.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2363'DENVER 2 NO 4 1973.
 LB2363'
 LB2363'REFERENCE MARK 5 IS 60 FEET SOUTHWEST OF THE POWER POLE, 70 FEET
 LB2363'NORTH OF THE CENTERLINE OF HIGHWAY 16, 115 FEET WEST OF THE
 LB2363'CENTERLINE OF HIGHWAY 31 AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 LB2363'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DENVER
 LB2363'2 NO 5 1973.
 LB2363'
 LB2363'THE AZIMUTH MARK IS 102 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 LB2363'44 FEET WEST OF A FENCE CORNER, 9 FEET WEST OF TELEPHONE POLE NO
 LB2363'185, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 LB2363'16 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16 AND 0.8 MILE
 LB2363'EAST ALONG HIGHWAY 16 FROM THE STATION.
 LB2363'
 LB2363'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2363
 LB2363                          STATION RECOVERY (2007)
 LB2363
 LB2363'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB2363'MARK IS DIRECTLY UNDER US31 RIGHT-OF-WAY FENCE, APPROX. 2 FEET NORTH
 LB2363'OF A CORNER POST AND BURIED 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0250 ***********************************************************************
 JA0250  DESIGNATION -  DEPAUW
 JA0250  PID         -  JA0250
 JA0250  STATE/COUNTY-  IN/HARRISON
 JA0250  COUNTRY     -  US
 JA0250  USGS QUAD   -  DEPAUW (2019)
 JA0250
 JA0250                         *CURRENT SURVEY CONTROL
 JA0250  ______________________________________________________________________
 JA0250* NAD 83(1997) POSITION- 38 19 53.64664(N) 086 11 42.67624(W)   ADJUSTED
 JA0250* NAVD 88 ORTHO HEIGHT -   259.650 (meters)      851.87  (feet) ADJUSTED
 JA0250  ______________________________________________________________________
 JA0250  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0250  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 JA0250  DYNAMIC HEIGHT  -        259.468 (meters)      851.27  (feet) COMP
 JA0250  MODELED GRAVITY -    979,921.1   (mgal)                       NAVD 88
 JA0250
 JA0250  HORZ ORDER      -  THIRD
 JA0250  VERT ORDER      -  FIRST     CLASS II
 JA0250
 JA0250.The horizontal coordinates were established by classical geodetic methods
 JA0250.and adjusted by the National Geodetic Survey in May 1999.
 JA0250
 JA0250.The orthometric height was determined by differential leveling and
 JA0250.adjusted by the NATIONAL GEODETIC SURVEY
 JA0250.in June 1991.
 JA0250
 JA0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0250.GEOID18 height accuracy estimate available here.
 JA0250
 JA0250.Click photographs - Photos may exist for this station.
 JA0250
 JA0250.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0250
 JA0250.The dynamic height is computed by dividing the NAVD 88
 JA0250.geopotential number by the normal gravity value computed on the
 JA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0250.degrees latitude (g = 980.6199 gals.).
 JA0250
 JA0250.The modeled gravity was interpolated from observed gravity values.
 JA0250
 JA0250. The following values were computed from the NAD 83(1997) position.
 JA0250
 JA0250;                    North         East     Units Scale Factor Converg.
 JA0250;SPC IN E     -   342,428.966    53,789.859   MT  0.99999295   -0 19 40.1
 JA0250;SPC IN E     - 1,123,452.37    176,475.56   sFT  0.99999295   -0 19 40.1
 JA0250;UTM  16      - 4,242,910.691   570,341.568   MT  0.99966093   +0 29 57.0
 JA0250
 JA0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0250!SPC IN E     -   0.99996450  x   0.99999295  =   0.99995745
 JA0250!UTM  16      -   0.99996450  x   0.99966093  =   0.99962544
 JA0250
 JA0250:                Primary Azimuth Mark                     Grid Az
 JA0250:SPC IN E     -  FIRMAN                                   232 12 23.4
 JA0250:UTM  16      -  FIRMAN                                   231 22 46.3
 JA0250
 JA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7034142910(NAD 83)
 JA0250
 JA0250|---------------------------------------------------------------------|
 JA0250| PID    Reference Object                     Distance      Geod. Az  |
 JA0250|                                                           dddmmss.s |
 JA0250| JA0251 DEPAUW RM 1                          15.730 METERS 01714     |
 JA0250| JA0252 DEPAUW RM 2                          28.571 METERS 14428     |
 JA0250| JA1730 FRENCHTOWN ST BERNARDS CATH CH      APPROX. 2.6 KM 2192743.7 |
 JA0250| JA1731 FIRMAN                              APPROX. 2.5 KM 2315243.3 |
 JA0250|---------------------------------------------------------------------|
 JA0250
 JA0250                          SUPERSEDED SURVEY CONTROL
 JA0250
 JA0250  NAD 83(1993)-  38 19 53.64845(N)    086 11 42.67838(W) AD(       ) 3
 JA0250  NAD 83(1986)-  38 19 53.65154(N)    086 11 42.68198(W) AD(       ) 3
 JA0250  NAD 27      -  38 19 53.42300(N)    086 11 42.76700(W) AD(       ) 3
 JA0250  NGVD 29 (??/??/92)  259.77   (m)          852.3    (f) COMPUTED    1 2
 JA0250  NGVD 29             259.77   (m)          852.3    (f) LEVELING    3  
 JA0250
 JA0250.Superseded values are not recommended for survey control.
 JA0250
 JA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0250.See file dsdata.pdf to determine how the superseded data were derived.
 JA0250
 JA0250_MARKER: DS = TRIANGULATION STATION DISK
 JA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0250_STAMPING: DEPAUW 1946
 JA0250_MARK LOGO: CGS
 JA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0250+STABILITY: SURFACE MOTION
 JA0250
 JA0250  HISTORY     - Date     Condition        Report By
 JA0250  HISTORY     - 1946     MONUMENTED       CGS
 JA0250  HISTORY     - 1965     GOOD             CGS
 JA0250  HISTORY     - 1965     GOOD             CGS
 JA0250
 JA0250                          STATION DESCRIPTION
 JA0250
 JA0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0250'STATION IS LOCATED ABOUT 1-1/2 MILES EAST FROM DEPAUW, AT THE TOP OF
 JA0250'A GRADE BESIDE STATE HIGHWAY 64. IT IS 43 FEET NORTH OF THE
 JA0250'CENTERLINE OF THE HIGHWAY, 13 FEET SOUTH OF AN OLD SECTION OF THE
 JA0250'HIGHWAY WHICH IS NOW ABANDONED AND 9.5 FEET NORTH OF A WITNESS
 JA0250'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DEPAUW 1946.
 JA0250'
 JA0250'REFERENCE MARK NO. 1 IS 51.65 FEET NORTH OF THE STATION, 2 FEET EAST
 JA0250'OF POWERLINE POLE NO. 729. THE MARK PROJECTS 6 INCHES AND THE
 JA0250'DISK IS STAMPED DEPAUW NO 1 1946.
 JA0250'
 JA0250'REFERENCE MARK NO. 2 IS 93.74 FEET EAST OF THE STATION, 2 FEET WEST
 JA0250'OF POWERLINE POLE NO. 728. THE MARK PROJECTS 6 INCHES AND THE
 JA0250'DISK IS STAMPED DEPAUW NO 2 1946.
 JA0250'
 JA0250'STATION FIRMAN WAS USED FOR THE AZIMUTH MARK.
 JA0250'
 JA0250'TO REACH FROM THE JUNCTION WITH THE MAIN STREET IN DEPAUW, GO EAST ON
 JA0250'STATE HIGHWAY 64 FOR 1.3 MILES TO THE TOP OF A GRADE AND A CURVE
 JA0250'RIGHT AND THE STATION IS ON THE LEFT. THIS IS 2.3 MILES WEST FROM
 JA0250'RAMSEY.
 JA0250'
 JA0250'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0250
 JA0250                          STATION RECOVERY (1965)
 JA0250
 JA0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 JA0250'THE STATION MARK, STAMPED DEPAUW 1946, IS ABOUT 1.15 MILES EAST ALONG
 JA0250'THE SOUTHERN RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE
 JA0250'ROAD 337 AT DE PAUW, THENCE 0.3 MILE NORTHEAST ALONG A PRIVATE ROAD,
 JA0250'THENCE 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 64, THENCE 0.2
 JA0250'MILE EAST ALONG AN OLD ABANDONED PORTION OF OLD HIGHWAY 64, IN
 JA0250'SECTION 21, T 2 S, R 3 E, ABOUT 0.1 MILE SOUTHEAST OF A
 JA0250'FARMHOUSE, 43 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 JA0250'52-1/2 FEET SOUTH OF TELEPHONE POLE NUMBER 729, 18 FEET WEST OF
 JA0250'THE CENTER LINE OF AN OLD ABANDONDED ROAD BED, ABOUT 7 FEET ABOVE
 JA0250'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA0250'PROJECTING 6 INCHES.
 JA0250'
 JA0250'R.M. 1, STAMPED DEPAUW NO 1 1946, IS 51.6 FEET NORTH OF DEPAUW 1946,
 JA0250'2 FEET EAST OF TELEPHONE POLE NUMBER 729, SET IN THE TOP OF A
 JA0250'CONCRETE POST PROJECTING 6 INCHES.
 JA0250'
 JA0250'R.M. 2, STAMPED DEPAUW NO 2 1946, IS 93.7 FEET EAST OF DEPAUW 1946, 2
 JA0250'FEET WEST OF TELEPHONE POLE NUMBER 728, SET IN TOP OF A CONCRETE
 JA0250'POST PROJECTING 6 INCHES.
 JA0250
 JA0250                          STATION RECOVERY (1965)
 JA0250
 JA0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0250'1.2 MI E FROM DE PAUW.
 JA0250'1.15 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 JA0250'OF THE RAILROAD AND STATE ROAD 337 AT DE PAUW, THENCE 0.3 MILE
 JA0250'NORTHEAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTHWEST ALONG
 JA0250'STATE HIGHWAY 64, THENCE 0.2 MILE EAST ALONG AN OLD ABANDONED
 JA0250'PORTION OF OLD HIGHWAY 64, IN SECTION 21, T 2 S, R 3 E, ABOUT
 JA0250'0.1 MILE SOUTHEAST OF A FARM HOUSE, 43 FEET NORTHEAST OF THE
 JA0250'CENTER LINE OF THE OLD HIGHWAY, 52 1/2 FEET SOUTH OF TELEPHONE
 JA0250'POLE NUMBER 729, 18 FEET WEST OF THE CENTER LINE OF AN OLD
 JA0250'ABANDONED ROAD BED, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0251 ***********************************************************************
 JA0251  DESIGNATION -  DEPAUW RM 1
 JA0251  PID         -  JA0251
 JA0251  STATE/COUNTY-  IN/HARRISON
 JA0251  COUNTRY     -  US
 JA0251  USGS QUAD   -  DEPAUW (2019)
 JA0251
 JA0251                         *CURRENT SURVEY CONTROL
 JA0251  ______________________________________________________________________
 JA0251* NAD 83(1986) POSITION- 38 19 54.13   (N) 086 11 42.48   (W)   HD_HELD1
 JA0251* NAVD 88 ORTHO HEIGHT -   259.591 (meters)      851.67  (feet) ADJUSTED
 JA0251  ______________________________________________________________________
 JA0251  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0251  DYNAMIC HEIGHT  -        259.409 (meters)      851.08  (feet) COMP
 JA0251  MODELED GRAVITY -    979,921.2   (mgal)                       NAVD 88
 JA0251
 JA0251  VERT ORDER      -  FIRST     CLASS II
 JA0251
 JA0251.The horizontal coordinates were determined by differentially corrected
 JA0251.hand held GPS observations or other comparable positioning techniques
 JA0251.and have an estimated accuracy of +/- 3 meters.
 JA0251
 JA0251.The orthometric height was determined by differential leveling and
 JA0251.adjusted by the NATIONAL GEODETIC SURVEY
 JA0251.in June 1991.
 JA0251
 JA0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0251.GEOID18 height accuracy estimate available here.
 JA0251
 JA0251.Click photographs - Photos may exist for this station.
 JA0251
 JA0251.The dynamic height is computed by dividing the NAVD 88
 JA0251.geopotential number by the normal gravity value computed on the
 JA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0251.degrees latitude (g = 980.6199 gals.).
 JA0251
 JA0251.The modeled gravity was interpolated from observed gravity values.
 JA0251
 JA0251;                    North         East    Units  Estimated Accuracy
 JA0251;SPC IN E     -   342,443.8      53,794.7     MT  (+/- 3 meters HH1 GPS) 
 JA0251
 JA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7034642925(NAD 83)
 JA0251
 JA0251                          SUPERSEDED SURVEY CONTROL
 JA0251
 JA0251  NGVD 29 (??/??/92)  259.710  (m)          852.07   (f) ADJ UNCH    1 2
 JA0251
 JA0251.Superseded values are not recommended for survey control.
 JA0251
 JA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0251.See file dsdata.pdf to determine how the superseded data were derived.
 JA0251
 JA0251_MARKER: DR = REFERENCE MARK DISK
 JA0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0251_STAMPING: DEPAUW NO 1 1946
 JA0251_MARK LOGO: CGS
 JA0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0251+STABILITY: SURFACE MOTION
 JA0251
 JA0251  HISTORY     - Date     Condition        Report By
 JA0251  HISTORY     - 1946     MONUMENTED       CGS
 JA0251  HISTORY     - 1965     GOOD             CGS
 JA0251
 JA0251                          STATION DESCRIPTION
 JA0251
 JA0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0251'1.2 MI E FROM DE PAUW.
 JA0251'1.15 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING OF
 JA0251'THE RAILROAD AND STATE ROAD 337 AT DE PAUW, THENCE 0.3 MILE
 JA0251'NORTHEAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTHWEST ALONG
 JA0251'STATE HIGHWAY 64, THENCE 0.2 MILE EAST ALONG AN OLD ABANDONED
 JA0251'PORTION OF OLD HIGHWAY 64, IN SECTION 21, T 2 S, R 3 E, ABOUT
 JA0251'0.1 MILE SOUTHEAST OF A FARMHOUSE, 51.6 FEET NORTH OF DEPAUW 1946,
 JA0251'2 FEET EAST OF TELEPHONE POLE NUMBER 729, SET IN THE TOP OF A
 JA0251'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0252 ***********************************************************************
 JA0252  DESIGNATION -  DEPAUW RM 2
 JA0252  PID         -  JA0252
 JA0252  STATE/COUNTY-  IN/HARRISON
 JA0252  COUNTRY     -  US
 JA0252  USGS QUAD   -  DEPAUW (2019)
 JA0252
 JA0252                         *CURRENT SURVEY CONTROL
 JA0252  ______________________________________________________________________
 JA0252* NAD 83(1986) POSITION- 38 19 52.89   (N) 086 11 41.99   (W)   HD_HELD1
 JA0252* NAVD 88 ORTHO HEIGHT -   260.316 (meters)      854.05  (feet) ADJUSTED
 JA0252  ______________________________________________________________________
 JA0252  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0252  DYNAMIC HEIGHT  -        260.133 (meters)      853.45  (feet) COMP
 JA0252  MODELED GRAVITY -    979,921.2   (mgal)                       NAVD 88
 JA0252
 JA0252  VERT ORDER      -  FIRST     CLASS II
 JA0252
 JA0252.The horizontal coordinates were determined by differentially corrected
 JA0252.hand held GPS observations or other comparable positioning techniques
 JA0252.and have an estimated accuracy of +/- 3 meters.
 JA0252
 JA0252.The orthometric height was determined by differential leveling and
 JA0252.adjusted by the NATIONAL GEODETIC SURVEY
 JA0252.in June 1991.
 JA0252
 JA0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0252.GEOID18 height accuracy estimate available here.
 JA0252
 JA0252.Click photographs - Photos may exist for this station.
 JA0252
 JA0252.The dynamic height is computed by dividing the NAVD 88
 JA0252.geopotential number by the normal gravity value computed on the
 JA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0252.degrees latitude (g = 980.6199 gals.).
 JA0252
 JA0252.The modeled gravity was interpolated from observed gravity values.
 JA0252
 JA0252;                    North         East    Units  Estimated Accuracy
 JA0252;SPC IN E     -   342,405.5      53,806.4     MT  (+/- 3 meters HH1 GPS) 
 JA0252
 JA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7035842887(NAD 83)
 JA0252
 JA0252                          SUPERSEDED SURVEY CONTROL
 JA0252
 JA0252  NGVD 29 (??/??/92)  260.435  (m)          854.44   (f) ADJ UNCH    1 2
 JA0252
 JA0252.Superseded values are not recommended for survey control.
 JA0252
 JA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0252.See file dsdata.pdf to determine how the superseded data were derived.
 JA0252
 JA0252_MARKER: DR = REFERENCE MARK DISK
 JA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0252_STAMPING: DEPAUW NO 2 1946
 JA0252_MARK LOGO: CGS
 JA0252_PROJECTION: FLUSH
 JA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0252+STABILITY: SURFACE MOTION
 JA0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0252+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2016
 JA0252
 JA0252  HISTORY     - Date     Condition        Report By
 JA0252  HISTORY     - 1946     MONUMENTED       CGS
 JA0252  HISTORY     - 1965     GOOD             CGS
 JA0252  HISTORY     - 20151027 GOOD             INDOT
 JA0252  HISTORY     - 20160719 GOOD             INDOT
 JA0252
 JA0252                          STATION DESCRIPTION
 JA0252
 JA0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0252'1.2 MI E FROM DE PAUW.
 JA0252'1.15 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 JA0252'OF THE RAILROAD AND STATE ROAD 337 AT DE PAUW, THENCE 0.3 MILE
 JA0252'NORTHEAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTHWEST ALONG
 JA0252'STATE HIGHWAY 64, THENCE 0.2 MILE EAST ALONG AN OLD ABANDONED
 JA0252'PORTION OF OLD HIGHWAY 64, IN SECTION 21, T 2 S, R 3 E, ABOUT
 JA0252'0.1 MILE SOUTHEAST OF A FARMHOUSE, 93.7 FEET EAST OF DEPAUW 1946,
 JA0252'2 FEET WEST OF TELEPHONE POLE NUMBER 728, SET IN THE TOP OF A
 JA0252'CONCRETE POST PROJECTING 6 INCHES.
 JA0252
 JA0252                          STATION RECOVERY (2015)
 JA0252
 JA0252'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0252'RECOVERED AS DESCRIBED.
 JA0252
 JA0252                          STATION RECOVERY (2016)
 JA0252
 JA0252'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 JA0252'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1811 ***********************************************************************
 JA1811  DESIGNATION -  DERBY
 JA1811  PID         -  JA1811
 JA1811  STATE/COUNTY-  IN/PERRY
 JA1811  COUNTRY     -  US
 JA1811  USGS QUAD   -  DERBY (2019)
 JA1811
 JA1811                         *CURRENT SURVEY CONTROL
 JA1811  ______________________________________________________________________
 JA1811* NAD 83(1997) POSITION- 38 01 15.87302(N) 086 32 24.98095(W)   ADJUSTED
 JA1811* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 JA1811  ______________________________________________________________________
 JA1811  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 JA1811  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 JA1811  HORZ ORDER      -  FIRST
 JA1811
 JA1811.The horizontal coordinates were established by classical geodetic methods
 JA1811.and adjusted by the National Geodetic Survey in May 1999.
 JA1811
 JA1811.The orthometric height was scaled from a topographic map.
 JA1811
 JA1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1811.GEOID18 height accuracy estimate available here.
 JA1811
 JA1811.Click photographs - Photos may exist for this station.
 JA1811
 JA1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1811
 JA1811. The following values were computed from the NAD 83(1997) position.
 JA1811
 JA1811;                    North         East     Units Scale Factor Converg.
 JA1811;SPC IN W     -   307,972.489   947,683.301   MT  0.99999466   +0 20 04.2
 JA1811;SPC IN W     - 1,010,406.41  3,109,190.96   sFT  0.99999466   +0 20 04.2
 JA1811;UTM  16      - 4,208,253.147   540,351.399   MT  0.99962005   +0 16 59.4
 JA1811
 JA1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1811!SPC IN W     -   0.99996920  x   0.99999466  =   0.99996386
 JA1811!UTM  16      -   0.99996920  x   0.99962005  =   0.99958926
 JA1811
 JA1811:                Primary Azimuth Mark                     Grid Az
 JA1811:SPC IN W     -  DERBY AZ MK                              209 14 18.5
 JA1811:UTM  16      -  DERBY AZ MK                              209 17 23.3
 JA1811
 JA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4035108253(NAD 83)
 JA1811
 JA1811|---------------------------------------------------------------------|
 JA1811| PID    Reference Object                     Distance      Geod. Az  |
 JA1811|                                                           dddmmss.s |
 JA1811| CG8499 DERBY RM 1                           13.140 METERS 10405     |
 JA1811| CG8498 DERBY AZ MK                                        2093422.7 |
 JA1811| CG8500 DERBY RM 2                           16.843 METERS 24321     |
 JA1811|---------------------------------------------------------------------|
 JA1811
 JA1811                          SUPERSEDED SURVEY CONTROL
 JA1811
 JA1811  NAD 83(1993)-  38 01 15.87502(N)    086 32 24.98156(W) AD(       ) 1
 JA1811  NAD 83(1986)-  38 01 15.88035(N)    086 32 24.98571(W) AD(       ) 1
 JA1811  NAD 27      -  38 01 15.65500(N)    086 32 25.06200(W) AD(       ) 1
 JA1811
 JA1811.Superseded values are not recommended for survey control.
 JA1811
 JA1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1811.See file dsdata.pdf to determine how the superseded data were derived.
 JA1811
 JA1811_MARKER: DS = TRIANGULATION STATION DISK
 JA1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1811_STAMPING: DERBY 1946
 JA1811_MARK LOGO: CGS
 JA1811_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1811+STABILITY: SURFACE MOTION
 JA1811
 JA1811  HISTORY     - Date     Condition        Report By
 JA1811  HISTORY     - 1946     MONUMENTED       CGS
 JA1811
 JA1811                          STATION DESCRIPTION
 JA1811
 JA1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1811'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF DERBY ON A
 JA1811'PROMINENT BARE HILL.  IT IS 13 FEET EAST OF A STANDARD REFERENCE POST.
 JA1811'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DERBY 1946.
 JA1811'
 JA1811'REFERENCE MARK NO 1 IS 43.11 FEET EAST OF THE STATION ON THE EAST
 JA1811'SLOPE OF THE HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1811'DERBY NO 1 1946.
 JA1811'
 JA1811'REFERENCE MARK NO 2 IS 55.26 FEET WEST-SOUTHWEST OF THE STATION AND 48
 JA1811'FEET SOUTHWEST OF A STANDARD REFERENCE POST.  THE MARK PROJECTS 3
 JA1811'INCHES AND THE DISK IS STAMPED DERBY NO 2 1946.
 JA1811'
 JA1811'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 4 FEET NORTH OF A
 JA1811'STANDARD REFERENCE POST AND 6 FEET EAST OF THE APPROXIMATE CENTERLINE
 JA1811'OF A TRACK ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1811'DERBY 1946.
 JA1811'
 JA1811'TO REACH THE STATION FROM DERBY, ON STATE ROUTE 66, GO WEST ON A
 JA1811'GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, THENCE LEFT AND GO SOUTH
 JA1811'0.8 MILE TO A POINT ON TOP OF HILL WHERE GRAVEL ROAD TURNS SHARP
 JA1811'RIGHT, LEAVE GRAVEL AND FOLLOW ON TRACK ROAD IN A GENERAL
 JA1811'SOUTHEASTERLY DIRECTION FOR 0.45 MILE TO A GATE, ENTER GATE AND GO
 JA1811'SHARP LEFT OR NORTH UP HILL FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 JA1811'RIGHT, THENCE CONTINUE NORTH FOR 0.2 MILE TO THE STATION.
 JA1811'
 JA1811'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2204 ***********************************************************************
 LA2204  DESIGNATION -  DERCK
 LA2204  PID         -  LA2204
 LA2204  STATE/COUNTY-  IN/WABASH
 LA2204  COUNTRY     -  US
 LA2204  USGS QUAD   -  SOMERSET (2019)
 LA2204
 LA2204                         *CURRENT SURVEY CONTROL
 LA2204  ______________________________________________________________________
 LA2204* NAD 83(1997) POSITION- 40 42 05.81715(N) 085 50 47.55691(W)   ADJUSTED
 LA2204* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LA2204  ______________________________________________________________________
 LA2204  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 LA2204  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 LA2204  HORZ ORDER      -  FIRST
 LA2204
 LA2204.The horizontal coordinates were established by classical geodetic methods
 LA2204.and adjusted by the National Geodetic Survey in May 1999.
 LA2204
 LA2204.The orthometric height was scaled from a topographic map.
 LA2204
 LA2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2204.GEOID18 height accuracy estimate available here.
 LA2204
 LA2204.Click photographs - Photos may exist for this station.
 LA2204
 LA2204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2204
 LA2204. The following values were computed from the NAD 83(1997) position.
 LA2204
 LA2204;                    North         East     Units Scale Factor Converg.
 LA2204;SPC IN E     -   605,438.999    84,798.481   MT  0.99996951   -0 07 02.3
 LA2204;SPC IN E     - 1,986,344.45    278,209.68   sFT  0.99996951   -0 07 02.3
 LA2204;UTM  16      - 4,506,274.137   597,444.604   MT  0.99971687   +0 45 08.1
 LA2204
 LA2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2204!SPC IN E     -   0.99996666  x   0.99996951  =   0.99993617
 LA2204!UTM  16      -   0.99996666  x   0.99971687  =   0.99968354
 LA2204
 LA2204:                Primary Azimuth Mark                     Grid Az
 LA2204:SPC IN E     -  DERCK AZ MK                              356 27 32.4
 LA2204:UTM  16      -  DERCK AZ MK                              355 35 22.0
 LA2204
 LA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9744406274(NAD 83)
 LA2204
 LA2204|---------------------------------------------------------------------|
 LA2204| PID    Reference Object                     Distance      Geod. Az  |
 LA2204|                                                           dddmmss.s |
 LA2204| CC8620 DERCK RM 1                           31.480 METERS 07559     |
 LA2204| CC8621 DERCK RM 2                           32.065 METERS 19558     |
 LA2204| CC8619 DERCK AZ MK                                        3562030.1 |
 LA2204|---------------------------------------------------------------------|
 LA2204
 LA2204                          SUPERSEDED SURVEY CONTROL
 LA2204
 LA2204  NAD 83(1986)-  40 42 05.82085(N)    085 50 47.56949(W) AD(       ) 1
 LA2204  NAD 27      -  40 42 05.66780(N)    085 50 47.62040(W) AD(       ) 1
 LA2204
 LA2204.Superseded values are not recommended for survey control.
 LA2204
 LA2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2204.See file dsdata.pdf to determine how the superseded data were derived.
 LA2204
 LA2204_MARKER: DS = TRIANGULATION STATION DISK
 LA2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2204_STAMPING: DERCK 1948
 LA2204_MARK LOGO: CGS
 LA2204_PROJECTION: RECESSED 30 CENTIMETERS
 LA2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2204+STABILITY: SURFACE MOTION
 LA2204
 LA2204  HISTORY     - Date     Condition        Report By
 LA2204  HISTORY     - 1948     MONUMENTED       CGS
 LA2204  HISTORY     - 1961     GOOD             THOMAS
 LA2204
 LA2204                          STATION DESCRIPTION
 LA2204
 LA2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2204'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF MIER, 7 MILES NORTHWEST
 LA2204'OF LA FONTAINE AND 7 MILES SOUTH OF WABASH.
 LA2204'
 LA2204'IT IS 51 FEET EAST OF CENTER OF A NORTH-SOUTH GRAVEL ROAD, 44 FEET
 LA2204'SOUTH OF CENTER OF AN EAST-WEST GRAVEL ROAD AND 20 FEET SOUTH OF A
 LA2204'WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF
 LA2204'THE GROUND AND THE DISK IS STAMPED DERCK 1948.
 LA2204'
 LA2204'REFERENCE MARK NO. 1 IS 103.28 FEET EAST OF STATION.  IT IS 20 FEET
 LA2204'SOUTH OF CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.  THE
 LA2204'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED DERCK NO 1 1948.
 LA2204'
 LA2204'REFERENCE MARK NO. 2 IS 105.20 FEET SOUTH OF STATION.  IT IS 21 FEET
 LA2204'EAST OF CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK
 LA2204'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DERCK NO 2 1948.
 LA2204'
 LA2204'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 19 FEET WEST OF
 LA2204'CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LA2204'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LA2204'IS STAMPED DERCK 1948.
 LA2204'
 LA2204'TO REACH STATION FROM THE COUNTY COURTHOUSE IN WABASH, GO SOUTH ON
 LA2204'STATE HIGHWAY 13 FOR 6.9 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 LA2204'GO WEST FOR 1.0 MILE TO A CROSS GRAVEL ROAD AND STATION ON LEFT AS
 LA2204'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL
 LA2204'ROAD FOR 0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 LA2204'
 LA2204'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2204
 LA2204                          STATION RECOVERY (1961)
 LA2204
 LA2204'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA2204'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1694 ***********************************************************************
 JZ1694  DESIGNATION -  DERROW
 JZ1694  PID         -  JZ1694
 JZ1694  STATE/COUNTY-  IN/HENRY
 JZ1694  COUNTRY     -  US
 JZ1694  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1694
 JZ1694                         *CURRENT SURVEY CONTROL
 JZ1694  ______________________________________________________________________
 JZ1694* NAD 83(1997) POSITION- 39 59 58.36608(N) 085 27 40.74742(W)   ADJUSTED
 JZ1694* NAVD 88 ORTHO HEIGHT -   326.135 (meters)     1069.99  (feet) ADJUSTED
 JZ1694  ______________________________________________________________________
 JZ1694  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 JZ1694  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 JZ1694  DYNAMIC HEIGHT  -        325.954 (meters)     1069.40  (feet) COMP
 JZ1694  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 JZ1694
 JZ1694  HORZ ORDER      -  FIRST
 JZ1694  VERT ORDER      -  SECOND    CLASS 0
 JZ1694
 JZ1694.The horizontal coordinates were established by classical geodetic methods
 JZ1694.and adjusted by the National Geodetic Survey in May 1999.
 JZ1694
 JZ1694.The orthometric height was determined by differential leveling and
 JZ1694.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1694.in June 1991.
 JZ1694
 JZ1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1694.GEOID18 height accuracy estimate available here.
 JZ1694
 JZ1694.Click photographs - Photos may exist for this station.
 JZ1694
 JZ1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1694
 JZ1694.The dynamic height is computed by dividing the NAVD 88
 JZ1694.geopotential number by the normal gravity value computed on the
 JZ1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1694.degrees latitude (g = 980.6199 gals.).
 JZ1694
 JZ1694.The modeled gravity was interpolated from observed gravity values.
 JZ1694
 JZ1694. The following values were computed from the NAD 83(1997) position.
 JZ1694
 JZ1694;                    North         East     Units Scale Factor Converg.
 JZ1694;SPC IN E     -   527,487.442   117,534.991   MT  0.99997045   +0 07 55.2
 JZ1694;SPC IN E     - 1,730,598.38    385,612.72   sFT  0.99997045   +0 07 55.2
 JZ1694;UTM  16      - 4,428,840.628   631,345.017   MT  0.99981238   +0 59 21.0
 JZ1694
 JZ1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1694!SPC IN E     -   0.99995415  x   0.99997045  =   0.99992460
 JZ1694!UTM  16      -   0.99995415  x   0.99981238  =   0.99976654
 JZ1694
 JZ1694:                Primary Azimuth Mark                     Grid Az
 JZ1694:SPC IN E     -  DERROW AZ MK                             192 55 51.8
 JZ1694:UTM  16      -  DERROW AZ MK                             192 04 26.0
 JZ1694
 JZ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3134528840(NAD 83)
 JZ1694
 JZ1694|---------------------------------------------------------------------|
 JZ1694| PID    Reference Object                     Distance      Geod. Az  |
 JZ1694|                                                           dddmmss.s |
 JZ1694| LA2080 MT SUMMIT SUMMIT PROD CO TANK       APPROX. 6.2 KM 0834445.3 |
 JZ1694| LA2082 MT SUMMIT MUN TANK                  APPROX. 6.0 KM 0852400.6 |
 JZ1694| JZ1691 DERROW AZ MK                                       1930347.0 |
 JZ1694| JZ1693 DERROW RM 2                          49.021 METERS 26230     |
 JZ1694| AE8464 DERROW RM 3                          49.077 METERS 26232     |
 JZ1694| LA2131 EMPORIA PIPELINE CO MW KJI          APPROX.11.5 KM 2712015.2 |
 JZ1694| JZ1695 DERROW RM 1                          56.241 METERS 33947     |
 JZ1694|---------------------------------------------------------------------|
 JZ1694
 JZ1694                          SUPERSEDED SURVEY CONTROL
 JZ1694
 JZ1694  NAD 83(1995)-  39 59 58.36738(N)    085 27 40.75809(W) AD(       ) 1
 JZ1694  NAD 83(1986)-  39 59 58.36786(N)    085 27 40.76255(W) AD(       ) 1
 JZ1694  NAD 27      -  39 59 58.20100(N)    085 27 40.86100(W) AD(       ) 1
 JZ1694  NGVD 29 (??/??/92)  326.262  (m)         1070.41   (f) ADJ UNCH    2 0
 JZ1694  NGVD 29             326.26   (m)         1070.4    (f) LEVELING    3  
 JZ1694
 JZ1694.Superseded values are not recommended for survey control.
 JZ1694
 JZ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1694.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1694
 JZ1694_MARKER: DS = TRIANGULATION STATION DISK
 JZ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1694_STAMPING: DERROW 1939
 JZ1694_MARK LOGO: CGS
 JZ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1694+STABILITY: SURFACE MOTION
 JZ1694
 JZ1694  HISTORY     - Date     Condition        Report By
 JZ1694  HISTORY     - 1939     MONUMENTED       CGS
 JZ1694  HISTORY     - 1970     GOOD             NGS
 JZ1694  HISTORY     - 1970     GOOD             NGS
 JZ1694
 JZ1694                          STATION DESCRIPTION
 JZ1694
 JZ1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1694'ABOUT 4.2 MILES WEST-SOUTHWEST OF MT. SUMMIT ON PROPERTY BELONGING TO
 JZ1694'URBON DERROW, ON THE TOP OF A SMALL RIDGE IN THE PASTURE NORTH
 JZ1694'OF THE HOUSE, 175 FEET EAST OF THE ROAD, AND 100 FEET NORTHWEST OF
 JZ1694'THE NORTHWEST CORNER OF THE HOUSE. THE MARK PROJECTS 2 INCHES
 JZ1694'ABOVE GROUND.
 JZ1694'
 JZ1694'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 36
 JZ1694'IN MT. SUMMIT, GO WEST ON U.S. HIGHWAY 36 FOR 4.1 MILES TO CROSS
 JZ1694'ROAD, TURN LEFT AND GO SOUTH 0.35 MILE TO THE DERROW RESIDENCE AND
 JZ1694'STATION ON LEFT.
 JZ1694'
 JZ1694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1694'DISKS SET IN CONCRETE.
 JZ1694'
 JZ1694'REFERENCE MARK NO.1 IS NORTH-NORTHWEST OF THE STATION, 2 FEET SOUTH
 JZ1694'OF THE PASTURE FENCE, 18 FEET WEST OF AN 8-INCH CATALPA TREE,
 JZ1694'AND 47 FEET WEST OF A FENCE CORNER.
 JZ1694'
 JZ1694'REFERENCE MARK NO.2 IS IN THE SOUTHWEST CORNER OF THE PASTURE, 18
 JZ1694'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET EAST AND 1
 JZ1694'FOOT NORTH OF THE IRON CORNER POST OF THE FENCE.
 JZ1694'
 JZ1694'AZIMUTH MARK IS ABOUT 1.4 MILES SOUTH-SOUTHWEST OF THE STATION ON THE
 JZ1694'NORTH SIDE OF THE YARD ON PROPERTY OWNED BY C.P. RITCHIE, 35
 JZ1694'FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A WIRE
 JZ1694'FENCE, 18 FEET EAST OF THE FENCE CORNER, AND ABOUT 150 FEET
 JZ1694'NORTH OF THE FRONT PORCH OF THE HOUSE.
 JZ1694'
 JZ1694'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL ROAD
 JZ1694'0.7 MILE TO CROSS ROAD, TURN RIGHT AND GO 0.2 MILE TO SIDE ROAD
 JZ1694'LEFT, TURN LEFT AND GO 0.7 MILE TO MARK ON LEFT.
 JZ1694'
 JZ1694'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JZ1694
 JZ1694                          STATION RECOVERY (1970)
 JZ1694
 JZ1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 JZ1694'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JZ1694'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE
 JZ1694'TOP BROKEN OFF.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO
 JZ1694'REFERENCE MARK 1.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 JZ1694'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JZ1694'
 JZ1694'THE STATION IS LOCATED ABOUT 4 MILES WEST OF MOUNT SUMMIT AND 1/2
 JZ1694'MILE SOUTHWEST OF SULPHUR SPRINGS.  IT IS ON THE TOP OF A SMALL
 JZ1694'RIDGE, ON PROPERTY OWNED BY MR. BILL CRONK WHO LIVES IN SULPHUR
 JZ1694'SPRINGS.  HIS TELEPHONE NUMBER IS 822-4192.  MR. WARREN BOLING
 JZ1694'LIVES IN THE HOUSE AT THE STATION SITE.
 JZ1694'
 JZ1694'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 36 AND STATE
 JZ1694'HIGHWAY 3, AT THE EAST EDGE OF MOUNT SUMMIT, GO WEST ON U. S.
 JZ1694'HIGHWAY 36 FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 JZ1694'ON 400 W ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 JZ1694'
 JZ1694'THE STATION MARK IS A STANDARD DISK STAMPED DERROW 1939, SET IN THE
 JZ1694'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 JZ1694'IT IS 179 FEET EAST OF THE CENTER OF 400 W ROAD, 98 FEET NORTHWEST
 JZ1694'OF THE NORTHWEST CORNER OF WHITE HOUSE AND 43 FEET NORTH OF THE
 JZ1694'CENTER OF FARM LANE LEADING TO HOUSE.
 JZ1694'
 JZ1694'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DERROW NO 1 1939, SET
 JZ1694'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 12
 JZ1694'INCHES.  IT IS 96.5 FEET EAST OF A CONCRETE CORNER POST, 69 FEET
 JZ1694'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND 4 FEET SOUTH
 JZ1694'OF AN EAST-WEST FENCELINE.
 JZ1694'
 JZ1694'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DERROW 1939 NO 3 1970
 JZ1694'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JZ1694'PROJECTS 3 INCHES.  IT IS 17 FEET EAST OF THE CENTER OF 400 W
 JZ1694'ROAD, 2.8 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET
 JZ1694'NORTHEAST OF A CONCRETE CORNER POST.
 JZ1694'
 JZ1694'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DERROW 1939, SET IN THE
 JZ1694'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 JZ1694'IT IS 150 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE HOUSE, 33
 JZ1694'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 24 FEET EAST-SOUTHEAST
 JZ1694'OF A METAL WITNESS POST AND 15 FEET SOUTH OF A WIRE FENCE.
 JZ1694'
 JZ1694'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 400 W ROAD
 JZ1694'FOR 0.7 MILE TO A T-ROAD, TURN RIGHT AND GO WEST FOR 0.2 MILE TO A
 JZ1694'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.7 MILE TO THE MARK ON
 JZ1694'LEFT.
 JZ1694'
 JZ1694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTHWEST
 JZ1694'OF SULPHUR SPRINGS.
 JZ1694'
 JZ1694'HEIGHT OF LIGHT OF ABOVE STATION MARK 112.5 FEET.
 JZ1694
 JZ1694                          STATION RECOVERY (1970)
 JZ1694
 JZ1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JZ1694'0.5 MI SW FROM SULPHUR SPRINGS.
 JZ1694'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 JZ1694'HIGHWAY 3, AT THE EAST EDGE OF MOUNT SUMMIT, GO WEST ON U.S.
 JZ1694'HIGHWAY 36 FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 JZ1694'SOUTH ON 400 W ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK
 JZ1694'IS 179 FEET EAST OF THE CENTER OF 400 W ROAD, 98 FEET NORTHWEST
 JZ1694'OF THE NORTHWEST CORNER OF A WHITE HOUSE AND 43 FEET NORTH OF
 JZ1694'THE CENTER OF FARM LANE LEADING TO HOUSE.  IT IS SET IN THE TOP
 JZ1694'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1691 ***********************************************************************
 JZ1691  DESIGNATION -  DERROW AZ MK
 JZ1691  PID         -  JZ1691
 JZ1691  STATE/COUNTY-  IN/HENRY
 JZ1691  COUNTRY     -  US
 JZ1691  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1691
 JZ1691                         *CURRENT SURVEY CONTROL
 JZ1691  ______________________________________________________________________
 JZ1691* NAD 83(1986) POSITION- 39 58 52.     (N) 085 28 00.     (W)   SCALED
 JZ1691* NAVD 88 ORTHO HEIGHT -   325.811 (meters)     1068.93  (feet) ADJUSTED
 JZ1691  ______________________________________________________________________
 JZ1691  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 JZ1691  DYNAMIC HEIGHT  -        325.630 (meters)     1068.34  (feet) COMP
 JZ1691  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 JZ1691
 JZ1691  VERT ORDER      -  SECOND    CLASS 0
 JZ1691
 JZ1691.The horizontal coordinates were scaled from a map and have
 JZ1691.an estimated accuracy of +/- 6 seconds.
 JZ1691
 JZ1691.The orthometric height was determined by differential leveling and
 JZ1691.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1691.in June 1991.
 JZ1691
 JZ1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1691.GEOID18 height accuracy estimate available here.
 JZ1691
 JZ1691.Click photographs - Photos may exist for this station.
 JZ1691
 JZ1691.The dynamic height is computed by dividing the NAVD 88
 JZ1691.geopotential number by the normal gravity value computed on the
 JZ1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1691.degrees latitude (g = 980.6199 gals.).
 JZ1691
 JZ1691.The modeled gravity was interpolated from observed gravity values.
 JZ1691
 JZ1691;                    North         East    Units  Estimated Accuracy
 JZ1691;SPC IN E     -   525,440.      117,080.      MT  (+/- 180 meters Scaled)
 JZ1691
 JZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK309267(NAD 83)
 JZ1691
 JZ1691                          SUPERSEDED SURVEY CONTROL
 JZ1691
 JZ1691  NGVD 29 (??/??/92)  325.938  (m)         1069.35   (f) ADJ UNCH    2 0
 JZ1691
 JZ1691.Superseded values are not recommended for survey control.
 JZ1691
 JZ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1691.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1691
 JZ1691_MARKER: DZ = AZIMUTH MARK DISK
 JZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1691_STAMPING: DERROW 1939
 JZ1691_MARK LOGO: CGS
 JZ1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1691+STABILITY: SURFACE MOTION
 JZ1691
 JZ1691  HISTORY     - Date     Condition        Report By
 JZ1691  HISTORY     - 1939     MONUMENTED       CGS
 JZ1691  HISTORY     - 1970     GOOD             NGS
 JZ1691
 JZ1691                          STATION DESCRIPTION
 JZ1691
 JZ1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1691'0.5 MI SW FROM SULPHUR SPRINGS.
 JZ1691'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 JZ1691'STATE HIGHWAY 3, AT THE EAST EDGE OF MOUNT SUMMIT, GO WEST ON
 JZ1691'U.S. HIGHWAY 36 FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT
 JZ1691'AND GO SOUTH ON 400 W ROAD FOR 1.1 MILES TO A T-ROAD, TURN RIGHT
 JZ1691'AND GO WEST FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 JZ1691'SOUTH FOR 0.7 MILE TO THE MARK ON THE LEFT.  THE MARK IS 150 FEET
 JZ1691'NORTH OF THE NORTHWEST CORNER OF A WHITE HOUSE, 33 FEET EAST OF
 JZ1691'THE CENTER OF A GRAVELED ROAD, 24 FEET EAST-SOUTHEAST OF A
 JZ1691'METAL WITNESS POST AND 15 FEET SOUTH OF A WIRE FENCE.  IT IS
 JZ1691'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JZ1691'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1695 ***********************************************************************
 JZ1695  DESIGNATION -  DERROW RM 1
 JZ1695  PID         -  JZ1695
 JZ1695  STATE/COUNTY-  IN/HENRY
 JZ1695  COUNTRY     -  US
 JZ1695  USGS QUAD   -  SULPHUR SPRINGS (2019)
 JZ1695
 JZ1695                         *CURRENT SURVEY CONTROL
 JZ1695  ______________________________________________________________________
 JZ1695* NAD 83(1986) POSITION- 40 00 00.08   (N) 085 27 41.57   (W)   HD_HELD1
 JZ1695* NAVD 88 ORTHO HEIGHT -   324.420 (meters)     1064.37  (feet) ADJUSTED
 JZ1695  ______________________________________________________________________
 JZ1695  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 JZ1695  DYNAMIC HEIGHT  -        324.240 (meters)     1063.78  (feet) COMP
 JZ1695  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 JZ1695
 JZ1695  VERT ORDER      -  SECOND    CLASS 0
 JZ1695
 JZ1695.The horizontal coordinates were determined by differentially corrected
 JZ1695.hand held GPS observations or other comparable positioning techniques
 JZ1695.and have an estimated accuracy of +/- 3 meters.
 JZ1695
 JZ1695.The orthometric height was determined by differential leveling and
 JZ1695.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1695.in June 1991.
 JZ1695
 JZ1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1695.GEOID18 height accuracy estimate available here.
 JZ1695
 JZ1695.Click photographs - Photos may exist for this station.
 JZ1695
 JZ1695.The dynamic height is computed by dividing the NAVD 88
 JZ1695.geopotential number by the normal gravity value computed on the
 JZ1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1695.degrees latitude (g = 980.6199 gals.).
 JZ1695
 JZ1695.The modeled gravity was interpolated from observed gravity values.
 JZ1695
 JZ1695;                    North         East    Units  Estimated Accuracy
 JZ1695;SPC IN E     -   527,540.3     117,515.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1695
 JZ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3132428893(NAD 83)
 JZ1695
 JZ1695                          SUPERSEDED SURVEY CONTROL
 JZ1695
 JZ1695  NGVD 29 (??/??/92)  324.547  (m)         1064.78   (f) ADJ UNCH    2 0
 JZ1695
 JZ1695.Superseded values are not recommended for survey control.
 JZ1695
 JZ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1695.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1695
 JZ1695_MARKER: DR = REFERENCE MARK DISK
 JZ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1695_STAMPING: DERROW NO 1 1939
 JZ1695_MARK LOGO: CGS
 JZ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1695+STABILITY: SURFACE MOTION
 JZ1695
 JZ1695  HISTORY     - Date     Condition        Report By
 JZ1695  HISTORY     - 1939     MONUMENTED       CGS
 JZ1695  HISTORY     - 1970     GOOD             NGS
 JZ1695
 JZ1695                          STATION DESCRIPTION
 JZ1695
 JZ1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1695'0.5 MI SW FROM SULPHUR SPRINGS.
 JZ1695'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 JZ1695'HIGHWAY 3, AT THE EAST EDGE OF MOUNT SUMMIT, GO WEST ON U.S.
 JZ1695'HIGHWAY 36 FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 JZ1695'SOUTH ON 400 W ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE
 JZ1695'MARK IS 96.5 FEET EAST OF A CONCRETE CORNER POST, 69 FEET
 JZ1695'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND 4 FEET
 JZ1695'SOUTH OF AN EAST-WEST FENCELINE.  IT IS SET IN THE TOP OF A
 JZ1695'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8464 ***********************************************************************
 AE8464  CBN         -  This is a Cooperative Base Network Control Station.
 AE8464  DESIGNATION -  DERROW RM 3
 AE8464  PID         -  AE8464
 AE8464  STATE/COUNTY-  IN/HENRY
 AE8464  COUNTRY     -  US
 AE8464  USGS QUAD   -  NEW CASTLE WEST (2019)
 AE8464
 AE8464                         *CURRENT SURVEY CONTROL
 AE8464  ______________________________________________________________________
 AE8464* NAD 83(2011) POSITION- 39 59 58.16091(N) 085 27 42.81395(W)   ADJUSTED
 AE8464* NAD 83(2011) ELLIP HT-   290.364 (meters)        (06/27/12)   ADJUSTED
 AE8464* NAD 83(2011) EPOCH   -  2010.00
 AE8464* NAVD 88 ORTHO HEIGHT -   324.2   (meters)     1064.    (feet) GPS OBS
 AE8464  ______________________________________________________________________
 AE8464  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8464  GEOID HEIGHT    -        -33.758 (meters)                     GEOID96
 AE8464  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 AE8464  NAD 83(2011) X  -    387,141.906 (meters)                     COMP
 AE8464  NAD 83(2011) Y  - -4,877,626.703 (meters)                     COMP
 AE8464  NAD 83(2011) Z  -  4,078,128.760 (meters)                     COMP
 AE8464  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 AE8464
 AE8464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8464  Standards:
 AE8464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8464  -------------------------------------------------------------------
 AE8464  NETWORK    0.74   1.63           0.35   0.22   0.83     -0.03513270
 AE8464  -------------------------------------------------------------------
 AE8464  Click here for local accuracies and other accuracy information.
 AE8464
 AE8464.The horizontal coordinates were established by GPS observations
 AE8464.and adjusted by the National Geodetic Survey in June 2012.
 AE8464
 AE8464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8464.been affixed to the stable North American tectonic plate. See 
 AE8464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8464
 AE8464.The horizontal coordinates are valid at the epoch date displayed above
 AE8464.which is a decimal equivalence of Year/Month/Day.
 AE8464
 AE8464.The orthometric height was determined by GPS observations and a
 AE8464.high-resolution geoid model.
 AE8464
 AE8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8464.GEOID18 height accuracy estimate available here.
 AE8464
 AE8464.Click photographs - Photos may exist for this station.
 AE8464
 AE8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8464
 AE8464.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8464
 AE8464.The ellipsoidal height was determined by GPS observations
 AE8464.and is referenced to NAD 83.
 AE8464
 AE8464. The following values were computed from the NAD 83(2011) position.
 AE8464
 AE8464;                    North         East     Units Scale Factor Converg.
 AE8464;SPC IN E     -   527,481.001   117,485.987   MT  0.99997043   +0 07 53.9
 AE8464;SPC IN E     - 1,730,577.25    385,451.94   sFT  0.99997043   +0 07 53.9
 AE8464;UTM  16      - 4,428,833.456   631,296.124   MT  0.99981222   +0 59 19.7
 AE8464
 AE8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8464!SPC IN E     -   0.99995445  x   0.99997043  =   0.99992488
 AE8464!UTM  16      -   0.99995445  x   0.99981222  =   0.99976668
 AE8464
 AE8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3129628833(NAD 83)
 AE8464
 AE8464                          SUPERSEDED SURVEY CONTROL
 AE8464
 AE8464  NAD 83(2007)-  39 59 58.16098(N)    085 27 42.81480(W) AD(2002.00) 0
 AE8464  ELLIP H (02/10/07)  290.383  (m)                       GP(2002.00)    
 AE8464  NAD 83(1997)-  39 59 58.16115(N)    085 27 42.81434(W) AD(       ) B
 AE8464  ELLIP H (04/10/98)  290.427  (m)                       GP(       ) 4 1
 AE8464
 AE8464.Superseded values are not recommended for survey control.
 AE8464
 AE8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8464.See file dsdata.pdf to determine how the superseded data were derived.
 AE8464
 AE8464_MARKER: DR = REFERENCE MARK DISK
 AE8464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8464_STAMPING: DERROW 1939 RM NO. 3 1970
 AE8464_MARK LOGO: CGS
 AE8464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8464+STABILITY: SURFACE MOTION
 AE8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8464+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 AE8464
 AE8464  HISTORY     - Date     Condition        Report By
 AE8464  HISTORY     - 1970     MONUMENTED       NGS
 AE8464  HISTORY     - 19970813 GOOD             SEC
 AE8464
 AE8464                          STATION DESCRIPTION
 AE8464
 AE8464'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8464'4.4 MILES (7.1 KM) WEST OF THE JUNCTION OF STATE ROAD 3 AND STATE ROAD
 AE8464'36 ON THE EAST SIDE OF MOUNT SUMMIT, THRU SULPHUR SPRINGS TO THE
 AE8464'INTERSECTION WITH COUNTY ROAD 400 WEST, GO SOUTH 0.35 MILES (0.56 KM)
 AE8464'TO THE STATION ON THE EAST SIDE OF COUNTY ROAD.  THE STATION IS SET IN
 AE8464'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 7 CM ABOVE
 AE8464'GROUND.  IT IS DIRECTLY ADJACENT TO A 0.5 METER (1.6 FT) X 0.5 METER
 AE8464'(1.6 FT) CONCRETE CORNER POST.  LOCATED 25.10 METERS (82.35 FT)
 AE8464'SOUTHWEST OF THE SOUTHWEST CORNER OF BOLING HOUSE, 8.48 METERS (27.82
 AE8464'FT) NORTH OF AN EAST-WEST FENCE LINE, 5.70 METERS (18.70 FT) EAST OF
 AE8464'CENTERLINE OF COUNTY ROAD 400 WEST AND 0.40 METERS (1.31 FT) EAST OF
 AE8464'THE EAST SIDE OF THE CONCRETE CORNER POST.  OWNERSHIP--MR. AND MRS.
 AE8464'WARREN BOLING, 4744 COUNTY ROAD 400 WEST, MIDDLETOWN IN, PHONE
 AE8464'765-533-3513.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1768 ***********************************************************************
 JA1768  DESIGNATION -  DEXTER
 JA1768  PID         -  JA1768
 JA1768  STATE/COUNTY-  IN/PERRY
 JA1768  COUNTRY     -  US
 JA1768  USGS QUAD   -  ALTON (2019)
 JA1768
 JA1768                         *CURRENT SURVEY CONTROL
 JA1768  ______________________________________________________________________
 JA1768* NAD 83(1997) POSITION- 38 05 20.54542(N) 086 29 52.10529(W)   ADJUSTED
 JA1768* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 JA1768  ______________________________________________________________________
 JA1768  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 JA1768  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 JA1768  HORZ ORDER      -  FIRST
 JA1768
 JA1768.The horizontal coordinates were established by classical geodetic methods
 JA1768.and adjusted by the National Geodetic Survey in May 1999.
 JA1768
 JA1768.The orthometric height was scaled from a topographic map.
 JA1768
 JA1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1768.GEOID18 height accuracy estimate available here.
 JA1768
 JA1768.Click photographs - Photos may exist for this station.
 JA1768
 JA1768.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1768
 JA1768. The following values were computed from the NAD 83(1997) position.
 JA1768
 JA1768;                    North         East     Units Scale Factor Converg.
 JA1768;SPC IN W     -   315,538.851   951,364.476   MT  0.99999915   +0 21 40.4
 JA1768;SPC IN W     - 1,035,230.38  3,121,268.29   sFT  0.99999915   +0 21 40.4
 JA1768;SPC KY1Z     - 1,195,116.088 1,434,404.252   MT  0.99991180   -0 27 32.8
 JA1768;SPC KY1Z     - 3,920,976.70  4,706,041.28   sFT  0.99991180   -0 27 32.8
 JA1768;SPC KY S     -   695,108.255   434,396.341   MT  1.00003213   -0 27 12.7
 JA1768;SPC KY S     - 2,280,534.33  1,425,182.00   sFT  1.00003213   -0 27 12.7
 JA1768;UTM  16      - 4,215,813.369   544,037.974   MT  0.99962388   +0 18 35.3
 JA1768
 JA1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1768!SPC IN W     -   0.99996830  x   0.99999915  =   0.99996745
 JA1768!SPC KY1Z     -   0.99996830  x   0.99991180  =   0.99988010
 JA1768!SPC KY S     -   0.99996830  x   1.00003213  =   1.00000043
 JA1768!UTM  16      -   0.99996830  x   0.99962388  =   0.99959219
 JA1768
 JA1768:                Primary Azimuth Mark                     Grid Az
 JA1768:SPC IN W     -  DEXTER AZ MK                             306 52 40.8
 JA1768:SPC KY1Z     -  DEXTER AZ MK                             307 41 54.0
 JA1768:SPC KY S     -  DEXTER AZ MK                             307 41 33.9
 JA1768:UTM  16      -  DEXTER AZ MK                             306 55 45.9
 JA1768
 JA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4403715813(NAD 83)
 JA1768
 JA1768|---------------------------------------------------------------------|
 JA1768| PID    Reference Object                     Distance      Geod. Az  |
 JA1768|                                                           dddmmss.s |
 JA1768| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX. 5.1 KM 0332844.7 |
 JA1768| CG8502 DEXTER RM 1                          27.438 METERS 19543     |
 JA1768| CG8503 DEXTER RM 2                          33.988 METERS 28604     |
 JA1768| CG8501 DEXTER AZ MK                                       3071421.2 |
 JA1768|---------------------------------------------------------------------|
 JA1768
 JA1768                          SUPERSEDED SURVEY CONTROL
 JA1768
 JA1768  NAD 83(1993)-  38 05 20.54726(N)    086 29 52.10651(W) AD(       ) 1
 JA1768  NAD 83(1986)-  38 05 20.55217(N)    086 29 52.11033(W) AD(       ) 1
 JA1768  NAD 27      -  38 05 20.32400(N)    086 29 52.19100(W) AD(       ) 1
 JA1768
 JA1768.Superseded values are not recommended for survey control.
 JA1768
 JA1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1768.See file dsdata.pdf to determine how the superseded data were derived.
 JA1768
 JA1768_MARKER: DS = TRIANGULATION STATION DISK
 JA1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1768_STAMPING: DEXTER 1946
 JA1768_MARK LOGO: CGS
 JA1768_PROJECTION: RECESSED 38 CENTIMETERS
 JA1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1768+STABILITY: SURFACE MOTION
 JA1768
 JA1768  HISTORY     - Date     Condition        Report By
 JA1768  HISTORY     - 1946     MONUMENTED       CGS
 JA1768  HISTORY     - 1947     GOOD             CGS
 JA1768  HISTORY     - 1950     GOOD             CGS
 JA1768
 JA1768                          STATION DESCRIPTION
 JA1768
 JA1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1768'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF MT. PLEASANT ON A
 JA1768'HIGH WOODED HILL, ABOUT 0.1 MILE SOUTH OF A RED HOUSE ON THE
 JA1768'EAST SIDE OF A SMALL APPLE ORCHARD AND 5 FEET SOUTHWEST OF A STANDARD
 JA1768'REFERENCE POST. THE MARK IS 15 INCHES BELOW THE SURFACE OF THE
 JA1768'GROUND AND THE DISK IS STAMPED DEXTER 1946.
 JA1768'
 JA1768'REFERENCE MARK NO. 1 IS 90.08 FEET SOUTH OF THE STATION AND 59 FEET
 JA1768'SOUTHWEST OF A 10 INCH APPLE TREE. THE MARK PROJECTS 4
 JA1768'INCHES AND THE DISK IS STAMPED DEXTER NO 1 1946.
 JA1768'
 JA1768'REFERENCE MARK NO. 2 IS 111.58 FEET NORTHWEST OF THE STATION AND 9
 JA1768'FEET SOUTH OF THE NORTHEAST FENCE CORNER OF THE BARNYARD ON THE
 JA1768'WEST EDGE OF A CULTIVATED FIELD. THE MARK PROJECTS 3 INCHES AND THE
 JA1768'DISK IS STAMPED DEXTER NO 2 1946.
 JA1768'
 JA1768'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION, 20
 JA1768'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 1.5 FEET EAST OF A
 JA1768'STANDARD REFERENCE POST AND 1 FOOT SOUTHWEST OF A FENCELINE. THE MARK
 JA1768'PROJECTS 4 INCHES AND THE DISK IS STAMPED DEXTER 1946.
 JA1768'
 JA1768'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN GRAVEL ROAD AND
 JA1768'INDIANA STATE HIGHWAY 66 IN MT. PLEASANT, GO SOUTHEAST ON
 JA1768'HIGHWAY 66 FOR 1.7 MILES TO A CROSSROAD WITH A SCHOOL IN THE
 JA1768'SOUTHEAST ANGLE THENCE RIGHT ON GRAVEL ROAD AND GO 0.65 MILE
 JA1768'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD 0.1 MILE TO
 JA1768'A T ROAD INTERSECTION, HERE LEAVE MAIN TRAVELED RD. AND GO
 JA1768'LEFT ON TRACK RD. FOR 0.4 MI. TO A GATE ON RT.  IN FRONT OF RED
 JA1768'HOUSE, ENTER GATE AND GO SHARP LEFT FOR 0.1 MILE TO THE
 JA1768'STATION.
 JA1768'
 JA1768'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 JA1768
 JA1768                          STATION RECOVERY (1947)
 JA1768
 JA1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1768'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO ADDITIONAL
 JA1768'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND
 JA1768'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JA1768'SMALL VARIATIONS WERE
 JA1768'FOUND IN THE DISTANCES AND DIRECTIONS TO THE MARKS. THE ORIGINAL
 JA1768'DESCRIPTION WAS NOT AVAILABLE. A COMPLETE DESCRIPTION FOLLOWS -
 JA1768'
 JA1768'STATION IS ABOUT 4 MILES SOUTH-SOUTHWEST OF MT. PLEASANT, IN A SMALL
 JA1768'APPLE ORCHARD, ABOUT 100 YARDS SOUTHEAST OF A RED FARMHOUSE,
 JA1768'AND 43 FEET WEST OF THE EAST SIDE OF THE ORCHARD. THE MARK IS 12
 JA1768'INCHES BELOW THE SURFACE OF THE GROUND, AND THE DISK IS
 JA1768'STAMPED DEXTER 1946.
 JA1768'
 JA1768'REFERENCE MARK NO. 1 IS 90.02 FEET SOUTH OF THE STATION, IN THE
 JA1768'SOUTHEAST CORNER OF THE ORCHARD. THE MARK PROJECTS 6 INCHES,
 JA1768'AND THE DISK IS STAMPED DEXTER NO 1 1946.
 JA1768'
 JA1768'REFERENCE MARK NO. 2 IS 111.51 FEET WEST OF THE STATION AND 1 FOOT
 JA1768'EAST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1768'STAMPED DEXTER NO 2 1946.
 JA1768'
 JA1768'AZIMUTH MARK IS NORTHWEST OF THE STATION, 23 FEET EAST OF THE
 JA1768'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTHEAST
 JA1768'OF THE SOUTHWEST CORNER OF THE FRONT YARD OF A FARMHOUSE, AND 2 FEET
 JA1768'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 JA1768'AND THE DISK IS STAMPED DEXTER 1946.
 JA1768'
 JA1768'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 66 IN EAST
 JA1768'SULPHUR, GO SOUTH ON HIGHWAY 66 FOR 10.85 MILES TO CROSS ROAD
 JA1768'WITH SCHOOL ON LEFT, TURN RIGHT AND GO 0.8 MILE TO A SIDE ROAD LEFT,
 JA1768'THEN TURN LEFT AND GO 0.4 MILE TO A RED FARMHOUSE ON THE LEFT.
 JA1768'THE STATION IS ABOUT 100 YARDS SOUTHEAST OF THIS POINT, IN THE APPLE
 JA1768'ORCHARD.
 JA1768'
 JA1768'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 JA1768'FOR 0.4 MILE TO A T-ROAD INTERSECTION, THEN TURN RIGHT AND GO
 JA1768'0.1 MILE TO MARK ON RIGHT.
 JA1768'
 JA1768'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1768
 JA1768                          STATION RECOVERY (1950)
 JA1768
 JA1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1768'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JA1768'CONDITION. THE 1946 DISTANCES TO THE REFERENCE MARKS DID NOT
 JA1768'CHECK BUT THE 1947 DISTANCES CHECKED. THE OLD DESCRIPTION IS ADEQUATE
 JA1768'WITH THE EXCEPTION THAT THE PROPERTY IS NOW OWNED BY MR. J.O.
 JA1768'ETIENNE.
 JA1768'
 JA1768'HEIGHT OF LIGHT ABOVE STATION MARK -26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1684 ***********************************************************************
 HA1684  DESIGNATION -  DIAMOND
 HA1684  PID         -  HA1684
 HA1684  STATE/COUNTY-  IN/VANDERBURGH
 HA1684  COUNTRY     -  US
 HA1684  USGS QUAD   -  WILSON (2019)
 HA1684
 HA1684                         *CURRENT SURVEY CONTROL
 HA1684  ______________________________________________________________________
 HA1684* NAD 83(1997) POSITION- 37 50 07.31460(N) 087 40 36.39294(W)   ADJUSTED
 HA1684* NAVD 88 ORTHO HEIGHT -   107.    (meters)      351.    (feet) SCALED
 HA1684  ______________________________________________________________________
 HA1684  GEOID HEIGHT    -        -30.627 (meters)                     GEOID18
 HA1684  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 HA1684  HORZ ORDER      -  THIRD
 HA1684
 HA1684.The horizontal coordinates were established by classical geodetic methods
 HA1684.and adjusted by the National Geodetic Survey in May 1999.
 HA1684
 HA1684.The orthometric height was scaled from a topographic map.
 HA1684
 HA1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1684.GEOID18 height accuracy estimate available here.
 HA1684
 HA1684.Click photographs - Photos may exist for this station.
 HA1684
 HA1684.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1684
 HA1684. The following values were computed from the NAD 83(1997) position.
 HA1684
 HA1684;                    North         East     Units Scale Factor Converg.
 HA1684;SPC IN W     -   287,386.951   847,761.682   MT  1.00000026   -0 21 50.5
 HA1684;SPC IN W     -   942,868.69  2,781,364.79   sFT  1.00000026   -0 21 50.5
 HA1684;SPC KY1Z     - 1,168,449.737 1,330,417.029   MT  0.99990520   -1 10 58.7
 HA1684;SPC KY1Z     - 3,833,488.85  4,364,876.54   sFT  0.99990520   -1 10 58.7
 HA1684;SPC KY S     -   668,421.041   330,403.441   MT  0.99998359   -1 10 06.7
 HA1684;SPC KY S     - 2,192,978.03  1,083,998.62   sFT  0.99998359   -1 10 06.7
 HA1684;UTM  16      - 4,187,764.444   440,447.954   MT  0.99964368   -0 24 54.5
 HA1684
 HA1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1684!SPC IN W     -   0.99998803  x   1.00000026  =   0.99998829
 HA1684!SPC KY1Z     -   0.99998803  x   0.99990520  =   0.99989323
 HA1684!SPC KY S     -   0.99998803  x   0.99998359  =   0.99997162
 HA1684!UTM  16      -   0.99998803  x   0.99964368  =   0.99963172
 HA1684
 HA1684:                Primary Azimuth Mark                     Grid Az
 HA1684:SPC IN W     -  DIAMOND AZ MK                            353 12 14.3
 HA1684:SPC KY1Z     -  DIAMOND AZ MK                            354 01 22.5
 HA1684:SPC KY S     -  DIAMOND AZ MK                            354 00 30.5
 HA1684:UTM  16      -  DIAMOND AZ MK                            353 15 18.3
 HA1684
 HA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4044787764(NAD 83)
 HA1684
 HA1684|---------------------------------------------------------------------|
 HA1684| PID    Reference Object                     Distance      Geod. Az  |
 HA1684|                                                           dddmmss.s |
 HA1684| HA1687 LOCK AND DAM 48 WATER TANK          243.200 METERS 06045     |
 HA1684| HA1678 HENDERSON RADIO KIN 531 TOWER       APPROX. 6.1 KM 1262215.9 |
 HA1684| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX. 3.8 KM 1391915.5 |
 HA1684| CG8507 DIAMOND RM 1                          9.281 METERS 14803     |
 HA1684| HA1688 O                                    27.161 METERS 24859     |
 HA1684| CG8506 DIAMOND AZ MK                                      3525023.8 |
 HA1684|---------------------------------------------------------------------|
 HA1684
 HA1684                          SUPERSEDED SURVEY CONTROL
 HA1684
 HA1684  NAD 83(1993)-  37 50 07.31460(N)    087 40 36.39293(W) AD(       ) 3
 HA1684  NAD 83(1986)-  37 50 07.32067(N)    087 40 36.39580(W) AD(       ) 3
 HA1684  NAD 27      -  37 50 07.17032(N)    087 40 36.33172(W) AD(       ) 3
 HA1684
 HA1684.Superseded values are not recommended for survey control.
 HA1684
 HA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1684.See file dsdata.pdf to determine how the superseded data were derived.
 HA1684
 HA1684_MARKER: DS = TRIANGULATION STATION DISK
 HA1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1684_STAMPING: DIAMOND 1962
 HA1684_MARK LOGO: CGS
 HA1684_PROJECTION: FLUSH
 HA1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1684+STABILITY: SURFACE MOTION
 HA1684
 HA1684  HISTORY     - Date     Condition        Report By
 HA1684  HISTORY     - 1962     MONUMENTED       CGS
 HA1684  HISTORY     - 19950503 MARK NOT FOUND   USPSQD
 HA1684
 HA1684                          STATION DESCRIPTION
 HA1684
 HA1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1684'THE STATION IS AT NAVIGATION LOCK AND DAM NO. 48, ABOUT 9-1/2 MILES
 HA1684'SOUTH AND 5-1/2 MILES WEST OF EVANSVILLE, ABOUT DRIVEWAY. THE
 HA1684'MONUMENT IS FLUSH AND THE DISK IS STAMPED DIAMOND 1962.
 HA1684'4-1/2 MILES WEST OF HENDERSON
 HA1684'KENTUCKY AND ON GOVERNMENT PROPERTY. IT IS 151 FEET WEST OF A LAMP
 HA1684'POST, 84 FEET EAST OF A LAMP POST, 178 FEET EAST OF THE EAST EDGE OF
 HA1684'A PAVED PARKING AREA AND 26 FEET NORTH OF THE CENTERLINE OF A
 HA1684'CONCRETE DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HA1684'DIAMOND 1962.
 HA1684'
 HA1684'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE HIGHWAYS 62
 HA1684'AND 66 IN THE WEST EDGE OF EVANSVILLE, GO SOUTH ON ST. JOSEPH AVENUE
 HA1684'AND BROADWAY FOR 1.55 MILE TO A CROSS STREET. TURN LEFT AND GO
 HA1684'SOUTHERLY ON STINSON AVENUE FOR 0.25 MILE TO A Y-FORK. TAKE THE
 HA1684'LEFT FORK AND GO SOUTHERLY ON A PAVED ROAD, PASSING OVER A LARGE
 HA1684'WOODEN RAILROAD OVERPASS, FOR 3.3 MILES TO A SIDE ROAD RIGHT AT
 HA1684'DOGTOWN. CONTINUE SOUTHERLY AND WESTERLY ON THE PAVED ROAD FOR 10.4
 HA1684'MILES TO A SIDE ROAD LEFT AND A WATER TANK AND BUILDINGS ON THE
 HA1684'RIGHT*. TURN LEFT AND GO WEST ON A CONCRETE DRIVEWAY FOR 0.15 MILE
 HA1684'TO THE STATION ON THE RIGHT.
 HA1684'
 HA1684'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHERLY ON A
 HA1684'GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HA1684'
 HA1684'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIAMOND NO. 1 1962
 HA1684'CEMENTED IN A DRILLED HOLE IN THE SOUTH EDGE OF THE CONCRETE
 HA1684'DRIVEWAY. IT IS 86 FEET EAST OF A LAMP POST.
 HA1684'
 HA1684'O (USE) IS A U.S. ENGINEERS DEPARTMENT DISK STAMPED O SET IN THE TOP
 HA1684'OF A 4 INCH BY 4 INCH CONCRETE POST THAT IS 12 INCHES BELOW THE
 HA1684'SURFACE OF THE GROUND. IT IS 89 FEET EAST OF THE EAST EDGE OF THE
 HA1684'PAVED PARKING AREA, 34 FEET NORTH OF THE CENTERLINE OF THE CONCRETE
 HA1684'DRIVEWAY AND 24 FEET NORTH OF A LAMP POST.
 HA1684'
 HA1684'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 HA1684'AND 1 FOOT SOUTH OF A WITNESS POST AND TELEPHONE POLE NO. 87. THE
 HA1684'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DIAMOND 1962.
 HA1684'
 HA1684'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1684
 HA1684                          STATION RECOVERY (1995)
 HA1684
 HA1684'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2379 ***********************************************************************
 LA2379  DESIGNATION -  DICK CATHOLIC CHURCH STEEPLE
 LA2379  PID         -  LA2379
 LA2379  STATE/COUNTY-  IN/JAY
 LA2379  COUNTRY     -  US
 LA2379  USGS QUAD   -  NEW CORYDON (2019)
 LA2379
 LA2379                         *CURRENT SURVEY CONTROL
 LA2379  ______________________________________________________________________
 LA2379* NAD 83(1997) POSITION- 40 32 31.33657(N) 084 50 34.16736(W)   ADJUSTED
 LA2379  ______________________________________________________________________
 LA2379  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LA2379  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 LA2379  HORZ ORDER      -  THIRD
 LA2379
 LA2379.The horizontal coordinates were established by classical geodetic methods
 LA2379.and adjusted by the National Geodetic Survey in May 1999.
 LA2379
 LA2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2379.GEOID18 height accuracy estimate available here.
 LA2379
 LA2379.Click photographs - Photos may exist for this station.
 LA2379
 LA2379.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2379
 LA2379. The following values were computed from the NAD 83(1997) position.
 LA2379
 LA2379;                    North         East     Units Scale Factor Converg.
 LA2379;SPC IN E     -   588,029.589   169,789.719   MT  1.00002660   +0 32 07.9
 LA2379;SPC IN E     - 1,929,227.08    557,051.77   sFT  1.00002660   +0 32 07.9
 LA2379;SPC OH N     -    99,872.454   401,555.694   MT  0.99998095   -1 32 20.8
 LA2379;SPC OH N     -   327,664.88  1,317,437.31   sFT  0.99998095   -1 32 20.8
 LA2379;UTM  16      - 4,490,156.835   682,678.451   MT  1.00001079   +1 24 09.2
 LA2379
 LA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8267890156(NAD 83)
 LA2379
 LA2379                          SUPERSEDED SURVEY CONTROL
 LA2379
 LA2379  NAD 83(1995)-  40 32 31.33617(N)    084 50 34.16812(W) AD(       ) 3
 LA2379  NAD 83(1986)-  40 32 31.33895(N)    084 50 34.18369(W) AD(       ) 3
 LA2379  NAD 27      -  40 32 31.17800(N)    084 50 34.30500(W) AD(       ) 3
 LA2379
 LA2379.Superseded values are not recommended for survey control.
 LA2379
 LA2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2379.See file dsdata.pdf to determine how the superseded data were derived.
 LA2379
 LA2379_MARKER: 90 = CHURCH SPIRE
 LA2379
 LA2379  HISTORY     - Date     Condition        Report By
 LA2379  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2379  HISTORY     - 1955     GOOD             CGS
 LA2379  HISTORY     - 1963     GOOD             CGS
 LA2379
 LA2379                          STATION DESCRIPTION
 LA2379
 LA2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2379'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE CHURCH IS
 LA2379'NOW KNOWN AS THE
 LA2379'TRINITY CATHOLIC CHURCH.
 LA2379
 LA2379                          STATION RECOVERY (1963)
 LA2379
 LA2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2379'RECOVERED IN GOOD CONDITION, IT IS ABOUT 6-1/2 MILES E OF BRYANT,
 LA2379'ABOUT 2.3 MILES W OF OHIO-INDIANA BOUNDARY, ABOUT 150 FEET S OF
 LA2379'CENTER LINE OF NO. 67 INDIANA HWY., A CROSS-TOPPED, PYRAMIDAL,
 LA2379'8-SIDED (TWO LENGTHS IN THE SIDES), SPIRE RISING AN ESTIMATED 150
 LA2379'FEET HIGH OVER NEAR THE FRONT N END OF BRICK CHURCH BUILDING 1885
 LA2379'ON CORNERSTONE AT THE NE CORNER AND DEO UNI TRINOQUE DEDICATA
 LA2379'1886 OVER THE DOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2021 ***********************************************************************
 JA2021  DESIGNATION -  DIERLAM
 JA2021  PID         -  JA2021
 JA2021  STATE/COUNTY-  IN/GIBSON
 JA2021  COUNTRY     -  US
 JA2021  USGS QUAD   -  OWENSVILLE (2019)
 JA2021
 JA2021                         *CURRENT SURVEY CONTROL
 JA2021  ______________________________________________________________________
 JA2021* NAD 83(1997) POSITION- 38 17 28.21691(N) 087 41 36.23396(W)   ADJUSTED
 JA2021* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 JA2021  ______________________________________________________________________
 JA2021  GEOID HEIGHT    -        -31.287 (meters)                     GEOID18
 JA2021  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 JA2021  HORZ ORDER      -  SECOND
 JA2021
 JA2021.The horizontal coordinates were established by classical geodetic methods
 JA2021.and adjusted by the National Geodetic Survey in May 1999.
 JA2021
 JA2021.The orthometric height was scaled from a topographic map.
 JA2021
 JA2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2021.GEOID18 height accuracy estimate available here.
 JA2021
 JA2021.Click photographs - Photos may exist for this station.
 JA2021
 JA2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2021
 JA2021. The following values were computed from the NAD 83(1997) position.
 JA2021
 JA2021;                    North         East     Units Scale Factor Converg.
 JA2021;SPC IN W     -   337,988.814   846,630.589   MT  1.00000173   -0 22 40.9
 JA2021;SPC IN W     - 1,108,884.97  2,777,653.86   sFT  1.00000173   -0 22 40.9
 JA2021;UTM  16      - 4,238,349.261   439,362.626   MT  0.99964528   -0 25 46.9
 JA2021
 JA2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2021!SPC IN W     -   0.99997888  x   1.00000173  =   0.99998061
 JA2021!UTM  16      -   0.99997888  x   0.99964528  =   0.99962417
 JA2021
 JA2021:                Primary Azimuth Mark                     Grid Az
 JA2021:SPC IN W     -  FLENER                                   222 45 16.4
 JA2021:UTM  16      -  FLENER                                   222 48 22.4
 JA2021
 JA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3936238349(NAD 83)
 JA2021
 JA2021|---------------------------------------------------------------------|
 JA2021| PID    Reference Object                     Distance      Geod. Az  |
 JA2021|                                                           dddmmss.s |
 JA2021| JA2013 PRINCETON RAD STA WRAY              APPROX.11.6 KM 0510500.5 |
 JA2021| JA2014 PRINCETON COURTHOUSE SPIRE          APPROX.13.1 KM 0564607.4 |
 JA2021| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX.12.4 KM 0623741.9 |
 JA2021| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX.12.7 KM 0631155.3 |
 JA2021| JA2026 FORT BRANCH ATT MICROWAVE KSP       APPROX.12.7 KM 1172227.8 |
 JA2021| JA2031 FORT BRANCH MUNICIPAL TANK          APPROX.10.9 KM 1173441.1 |
 JA2021| JA2030 FORT BRANCH EMGE PACKING TANK       APPROX.10.9 KM 1184343.2 |
 JA2021| JA2029 FORT BRANCH EMGE STACK              APPROX.10.9 KM 1190520.2 |
 JA2021| JA2027 HAUBSTADT MUNICIPAL TANK            APPROX.13.6 KM 1322034.6 |
 JA2021| JA2028 HAUBSTADT ST JAMES CATH CH          APPROX.16.2 KM 1410941.8 |
 JA2021| CG8514 DIERLAM RM 1                         25.899 METERS 16551     |
 JA2021| JA2022 OWENSVILLE MUNICIPAL TANK           APPROX. 2.1 KM 1733521.4 |
 JA2021| JA2047 FLENER                              APPROX. 8.8 KM 2222235.5 |
 JA2021| CG8516 DIERLAM RM 3                         72.193 METERS 33322     |
 JA2021| CG8515 DIERLAM RM 2                         25.144 METERS 34604     |
 JA2021|---------------------------------------------------------------------|
 JA2021
 JA2021                          SUPERSEDED SURVEY CONTROL
 JA2021
 JA2021  NAD 83(1993)-  38 17 28.22409(N)    087 41 36.23418(W) AD(       ) 2
 JA2021  NAD 83(1986)-  38 17 28.22638(N)    087 41 36.23512(W) AD(       ) 2
 JA2021  NAD 27      -  38 17 28.06477(N)    087 41 36.13936(W) AD(       ) 2
 JA2021
 JA2021.Superseded values are not recommended for survey control.
 JA2021
 JA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2021.See file dsdata.pdf to determine how the superseded data were derived.
 JA2021
 JA2021_MARKER: DS = TRIANGULATION STATION DISK
 JA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2021_STAMPING: DIERLAM 1967
 JA2021_MARK LOGO: CGS
 JA2021_PROJECTION: FLUSH
 JA2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2021+STABILITY: SURFACE MOTION
 JA2021
 JA2021  HISTORY     - Date     Condition        Report By
 JA2021  HISTORY     - 1967     MONUMENTED       CGS
 JA2021
 JA2021                          STATION DESCRIPTION
 JA2021
 JA2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2021'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PRINCETON, 1 MILE
 JA2021'NORTH OF OWENSVILLE AND ON PROPERTY OWNED AND OCCUPIED BY MR TROY
 JA2021'CHAMBERLAIN.
 JA2021'
 JA2021'TO REACH FROM THE NEW POST OFFICE IN OWENSVILLE, GO EAST ON BRUMITT
 JA2021'STREET (STATE HIGHWAY 65) FOR 0.35 MILE TO FIRST STREET.  TURN LEFT
 JA2021'AND GO NORTH ON FIRST STREET (STATE HIGHWAY 65) FOR 1.15 MILES TO A
 JA2021'SIDE ROAD LEFT (NUMBER 450 S)  TURN LEFT AND FOLLOW GRAVELED ROAD
 JA2021'WESTERLY, THENCE NORTHERLY FOR 0.5 MILE TO MR TROY CHAMBERLAINS FARM
 JA2021'HOME ON LEFT.  CONTINUE WEST ON ROAD FOR 100 FEET TO THE NORTHWEST
 JA2021'CORNER OF GARAGE AND GATE.  TURN LEFT AT GATE, GO SOUTH FOR 100 FEET
 JA2021'TO GATE.  PASS THROUGH GATE, GO SOUTHWEST ACROSS PASTURE FOR 0.05 MILE
 JA2021'TO GATE.  TURN LEFT AND GO SOUTHERLY IN LANE FOR 75 YARDS TO HIGHEST
 JA2021'POINT AND STATION AS DESCRIBED.
 JA2021'
 JA2021'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2021'
 JA2021'STATION MARK, STAMPED DIERLAM 1967, IS SET FLUSH.  IT IS 230 FEET
 JA2021'SOUTHEAST OF FENCE CORNER AT GATE, 7 FEET EAST OF CENTER OF FARM LANE,
 JA2021'2.7 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF FENCE.
 JA2021'
 JA2021'RM 1 STAMPED DIERLAM NO 1 1967, PROJECTS ABOUT 1 INCH.  IT IS 7 FEET
 JA2021'EAST OF CENTER OF FARM LANE, 2 FEET NORTH OF A METAL WITNESS POST AND
 JA2021'1 FOOT WEST OF FENCE.
 JA2021'
 JA2021'RM 2, STAMPED DIERLAM NO 2 1967, IS SET ABUT 2 INCHES BELOW THE
 JA2021'SURFACE OF THE GROUND.  IT IS 147.5 FEET SOUTHEAST OF FENCE CORNER, 7
 JA2021'FEET EAST OF CENTER OF FARM LANE AND 1 FOOT WEST OF FENCE.
 JA2021'
 JA2021'RM 3, STAMPED DIERLAM NO 3 1967, IS SET FLUSH.  IT IS 54 FEET
 JA2021'SOUTHWEST OF FENCE CORNER, 46 FEET SOUTHWEST OF CENTER OF FARM LANE,
 JA2021'1.8 FEET EAST OF METAL WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 JA2021'
 JA2021'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1800 ***********************************************************************
 JA1800  DESIGNATION -  DILLARD
 JA1800  PID         -  JA1800
 JA1800  STATE/COUNTY-  IN/ORANGE
 JA1800  COUNTRY     -  US
 JA1800  USGS QUAD   -  CUZCO (2019)
 JA1800
 JA1800                         *CURRENT SURVEY CONTROL
 JA1800  ______________________________________________________________________
 JA1800* NAD 83(1997) POSITION- 38 24 41.01713(N) 086 40 45.42379(W)   ADJUSTED
 JA1800* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 JA1800  ______________________________________________________________________
 JA1800  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JA1800  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 JA1800  HORZ ORDER      -  SECOND
 JA1800
 JA1800.The horizontal coordinates were established by classical geodetic methods
 JA1800.and adjusted by the National Geodetic Survey in May 1999.
 JA1800
 JA1800.The orthometric height was scaled from a topographic map.
 JA1800
 JA1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1800.GEOID18 height accuracy estimate available here.
 JA1800
 JA1800.Click photographs - Photos may exist for this station.
 JA1800
 JA1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1800
 JA1800. The following values were computed from the NAD 83(1997) position.
 JA1800
 JA1800;                    North         East     Units Scale Factor Converg.
 JA1800;SPC IN W     -   351,234.660   935,288.335   MT  0.99998200   +0 15 03.7
 JA1800;SPC IN W     - 1,152,342.38  3,068,525.15   sFT  0.99998200   +0 15 03.7
 JA1800;UTM  16      - 4,251,510.292   527,999.979   MT  0.99960965   +0 11 57.3
 JA1800
 JA1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1800!SPC IN W     -   0.99997004  x   0.99998200  =   0.99995204
 JA1800!UTM  16      -   0.99997004  x   0.99960965  =   0.99957970
 JA1800
 JA1800:                Primary Azimuth Mark                     Grid Az
 JA1800:SPC IN W     -  CAVE                                     359 43 04.2
 JA1800:UTM  16      -  CAVE                                     359 46 10.6
 JA1800
 JA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2799951510(NAD 83)
 JA1800
 JA1800|---------------------------------------------------------------------|
 JA1800| PID    Reference Object                     Distance      Geod. Az  |
 JA1800|                                                           dddmmss.s |
 JA1800| CG8517 DILLARD AZ MK                                      1520238.1 |
 JA1800| CG8520 DILLARD RM 3                          4.510 METERS 18615     |
 JA1800| CG8518 DILLARD RM 1                         22.362 METERS 19636     |
 JA1800| CG8519 DILLARD RM 2                         29.106 METERS 31842     |
 JA1800| JA1911 CAVE                                APPROX.13.0 KM 3595807.9 |
 JA1800|---------------------------------------------------------------------|
 JA1800
 JA1800                          SUPERSEDED SURVEY CONTROL
 JA1800
 JA1800  NAD 83(1993)-  38 24 41.02131(N)    086 40 45.42699(W) AD(       ) 2
 JA1800  NAD 83(1986)-  38 24 41.02353(N)    086 40 45.42728(W) AD(       ) 2
 JA1800  NAD 27      -  38 24 40.82100(N)    086 40 45.46200(W) AD(       ) 2
 JA1800
 JA1800.Superseded values are not recommended for survey control.
 JA1800
 JA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1800.See file dsdata.pdf to determine how the superseded data were derived.
 JA1800
 JA1800_MARKER: DS = TRIANGULATION STATION DISK
 JA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1800_STAMPING: DILLARD 1946
 JA1800_MARK LOGO: CGS
 JA1800_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1800+STABILITY: SURFACE MOTION
 JA1800
 JA1800  HISTORY     - Date     Condition        Report By
 JA1800  HISTORY     - 1946     MONUMENTED       CGS
 JA1800  HISTORY     - 1978     GOOD             NGS
 JA1800
 JA1800                          STATION DESCRIPTION
 JA1800
 JA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1800'THIS STATION IS ABOUT 3.5 MILES WEST FROM NEWTON STEWART, ABOUT 5.5
 JA1800'MILES EAST-NORTHEAST FORM CELESTINE, ON APPROXIMATELY THE HIGHEST
 JA1800'POINT IN VICINITY AND 0.5 MILE NORTH FROM THE DILLARD FARMHOUSE.  THE
 JA1800'STATION MARK IS 25 FEET SOUTHWEST OF A WOODS EDGE AND 18 FEET EAST OF
 JA1800'A FIELD ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1800'DILLARD 1946.
 JA1800'
 JA1800'REFERENCE MARK NO 1 IS 73.37 FEET SOUTHWEST OF THE STATION AND 8 FEET
 JA1800'WEST OF THE FIELD ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1800'STAMPED DILLARD NO 1 1946.
 JA1800'
 JA1800'REFERENCE MARK NO 2 IS 95.51 FEET NORTHWEST OF THE STATION AND 8 FEET
 JA1800'WEST OF THE FIELD ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1800'STAMPED DILLARD NO 2 1946.
 JA1800'
 JA1800'THE AZIMUTH MARK IS SOUTH OF THE STATION IN THE SOUTH EDGE OF A LARGE
 JA1800'FIELD, 28 FEET NORTH OF THE DILLARD BARN AND 3 FEET NORTH OF A WHITE
 JA1800'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1800'DILLARD 1946.
 JA1800'
 JA1800'TO REACH FROM THE GULF STATION IN CELESTINE, GO NORTH ON AN OILED ROAD
 JA1800'AND TURN RIGHT JUST AFTER PASSING TOP OF HILL, GO NORTHEAST ON MAIN
 JA1800'GRAVEL ROAD FOR 1.7 MILES AND TAKE LEFT FORK, GO 1.6 MILES AND TURN
 JA1800'LEFT, GO 0.1 MILE AND TURN RIGHT, GO 0.5 MILE AND TAKE RIGHT FORK THEN
 JA1800'GO 3.0 MILES TO THE DILLARD FARMHOUSE AND BARN ON THE LEFT.  TURN
 JA1800'LEFT, ENTERING THE FARMYARD, AND GO THROUGH A GATE AT THE EAST SIDE OF
 JA1800'THE BARN.  FROM THE BARN, GO NORTH ON A FIELD ROAD FOR 0.5 MILE TO TOP
 JA1800'OF RIDGE AND STATION ON RIGHT AT AN OLD ROAD CUT.
 JA1800'
 JA1800'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1800
 JA1800                          STATION RECOVERY (1978)
 JA1800
 JA1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1800'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 JA1800'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.  THE DISK WAS
 JA1800'SALVAGED.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND
 JA1800'WAS DESTROYED AFTER BEING ASSURED THERE WAS NO OBJECT TO ESTABLISH A
 JA1800'NEW AZIMUTH MARK FROM.  REFERENCE MARK 3 WAS ESTABLISHED.  DUE TO MANY
 JA1800'CHANGES IN ROADS A NEW DESCRIPTION FOLLOWS.
 JA1800'
 JA1800'THE STATION IS LOCATED IN THE HOOSIER NATIONAL FOREST, ABOUT 3-1/2
 JA1800'MILES WEST OF NEWTON STEWART, 3-1/2 MILES NORTHWEST OF WICKLIFFE AND
 JA1800'ON THE HIGHEST PART OF A WOODS COVERED HILL.  IT IS 64 FEET SOUTHEAST
 JA1800'OF A 16 IN HICKORY NUT TREE, 24 FEET EAST OF THE CENTERLINE OF A
 JA1800'BLADED WOODS ROAD AND 1.2 FOOT SOUTH OF A METAL WITNESS POST.  THE
 JA1800'MARK PROJECTS 4 INCHES AND THE DISK STAMPED DILLARD 1946.
 JA1800'
 JA1800'REFERENCE MARK 2 IS 44 FEET NORTHEAST OF THE 16 INCH TREE, 11 FEET
 JA1800'WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE
 JA1800'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED DILLARD NO 2
 JA1800'1946.
 JA1800'
 JA1800'REFERENCE MARK 3 IS 20 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1
 JA1800'FOOT NORTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 JA1800'STAMPED DILLARD 1946 NO 3 1978.
 JA1800'
 JA1800'TO REACH THE STATION FROM THE COUNTRY STORE AT THE CROSSROADS IN
 JA1800'WICKLIFFE, (STATE HIGHWAY 164 AND A PAVED ROAD) GO NORTH AND WEST ON
 JA1800'THE PAVED ROAD FOR 3.0 MILES TO A LARGE WATER TANK ON THE RIGHT.
 JA1800'CONTINUE WESTERLY FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 JA1800'NORTHWEST AND WEST FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 JA1800'0.25 TO A ROAD ON THE LEFT AND A PARKING AREA ON THE RIGHT.  FROM HERE
 JA1800'GO DUE NORTH FOR 0.45 MILE TO THE HIGHEST PART OF HILL AND STATION.
 JA1800'
 JA1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 JA1800'NORTHWEST OF WICKLIFFE.
 JA1800'
 JA1800'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2368 ***********************************************************************
 ME2368  DESIGNATION -  DILTS
 ME2368  PID         -  ME2368
 ME2368  STATE/COUNTY-  IN/PULASKI
 ME2368  COUNTRY     -  US
 ME2368  USGS QUAD   -  WINAMAC (2019)
 ME2368
 ME2368                         *CURRENT SURVEY CONTROL
 ME2368  ______________________________________________________________________
 ME2368* NAD 83(1997) POSITION- 41 03 25.38410(N) 086 31 47.66181(W)   ADJUSTED
 ME2368* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ME2368  ______________________________________________________________________
 ME2368  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 ME2368  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 ME2368  HORZ ORDER      -  FIRST
 ME2368
 ME2368.The horizontal coordinates were established by classical geodetic methods
 ME2368.and adjusted by the National Geodetic Survey in May 1999.
 ME2368
 ME2368.The orthometric height was scaled from a topographic map.
 ME2368
 ME2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2368.GEOID18 height accuracy estimate available here.
 ME2368
 ME2368.Click photographs - Photos may exist for this station.
 ME2368
 ME2368.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2368
 ME2368. The following values were computed from the NAD 83(1997) position.
 ME2368
 ME2368;                    North         East     Units Scale Factor Converg.
 ME2368;SPC IN W     -   645,041.341   946,521.084   MT  0.99999329   +0 21 48.6
 ME2368;SPC IN W     - 2,116,273.13  3,105,377.92   sFT  0.99999329   +0 21 48.6
 ME2368;UTM  16      - 4,545,196.748   539,501.572   MT  0.99961920   +0 18 31.6
 ME2368
 ME2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2368!SPC IN W     -   0.99996938  x   0.99999329  =   0.99996267
 ME2368!UTM  16      -   0.99996938  x   0.99961920  =   0.99958859
 ME2368
 ME2368:                Primary Azimuth Mark                     Grid Az
 ME2368:SPC IN W     -  ORANGE                                   095 16 57.4
 ME2368:UTM  16      -  ORANGE                                   095 20 14.4
 ME2368
 ME2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3950145196(NAD 83)
 ME2368
 ME2368|---------------------------------------------------------------------|
 ME2368| PID    Reference Object                     Distance      Geod. Az  |
 ME2368|                                                           dddmmss.s |
 ME2368| ME2317 MONTEREY ST ANNS CATH CH SPIRE      APPROX.11.6 KM 0201158.5 |
 ME2368| ME2307 ORANGE                              APPROX. 9.7 KM 0953846.0 |
 ME2368| CM3417 DILTS AZ MK                                        1195605.2 |
 ME2368| CM3419 DILTS RM 2                           25.604 METERS 21832     |
 ME2368| ME2373 WINAMAC CO CTHSE CLOCKTOWER         APPROX. 6.2 KM 2633935.7 |
 ME2368| ME2369 WINAMAC MUNICIPAL STANDPIPE         APPROX. 6.1 KM 2700103.6 |
 ME2368| CM3418 DILTS RM 1                           23.567 METERS 33929     |
 ME2368|---------------------------------------------------------------------|
 ME2368
 ME2368                          SUPERSEDED SURVEY CONTROL
 ME2368
 ME2368  NAD 83(1986)-  41 03 25.38980(N)    086 31 47.67112(W) AD(       ) 1
 ME2368  NAD 27      -  41 03 25.24360(N)    086 31 47.64490(W) AD(       ) 1
 ME2368
 ME2368.Superseded values are not recommended for survey control.
 ME2368
 ME2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2368.See file dsdata.pdf to determine how the superseded data were derived.
 ME2368
 ME2368_MARKER: DS = TRIANGULATION STATION DISK
 ME2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2368_STAMPING: DILTS 1947
 ME2368_MARK LOGO: CGS
 ME2368_PROJECTION: FLUSH
 ME2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2368+STABILITY: SURFACE MOTION
 ME2368
 ME2368  HISTORY     - Date     Condition        Report By
 ME2368  HISTORY     - 1947     MONUMENTED       CGS
 ME2368  HISTORY     - 1952     GOOD             CGS
 ME2368  HISTORY     - 1969     GOOD             CGS
 ME2368
 ME2368                          STATION DESCRIPTION
 ME2368
 ME2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2368'STATION IS LOCATED ABOUT 4 MILES EAST OF WINAMAC ON PROPERTY OWNED BY
 ME2368'MR.  RUSSEL DILTS.  IT IS 46 FEET SOUTH OF THE HIGHEST POINT OF HILL,
 ME2368'32 FEET SOUTHWEST OF A 36 INCH RED OAK TREE, 40 FEET EAST OF A
 ME2368'FENCELINE AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2368'AND THE DISK IS STAMPED DILTS 1947.
 ME2368'
 ME2368'REFERENCE MARK NO. 1 IS 77.32 FEET NORTHWEST OF THE STATION.  IT IS 1
 ME2368'FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 ME2368'DISK IS STAMPED DILTS NO 1 1947.
 ME2368'
 ME2368'REFERENCE MARK NO. 2 IS 84.03 FEET SOUTHWEST OF THE STATION.  IT IS 27
 ME2368'FEET NORTHWEST OF A 24 INCH RED OAK TREE AND 2 FEET EAST OF A
 ME2368'FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 ME2368'DILTS NO 2 1947.
 ME2368'
 ME2368'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 133 FEET
 ME2368'SOUTH OF THE INTERSECTION OF STATE HIGHWAY NO. 14 AND GRAVEL
 ME2368'CROSSROAD, 23 FEET EAST OF THE CENTER OF GRAVEL ROAD, 2 FEET EAST OF A
 ME2368'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 ME2368'
 ME2368'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DILTS 1947.
 ME2368'
 ME2368'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 ME2368'SQUARE IN WINAMAC GO EAST ON STATE HIGHWAY NO. 14 FOR 4.15 MILE TO
 ME2368'LANE AND HOUSE ON THE LEFT*, TURN LEFT ON LANE AND GO 0.15 MILE TO THE
 ME2368'TOP OF HILL BEHIND THE HOUSE AND STATION AS DESCRIBED.
 ME2368'
 ME2368'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST FOR 0.2 MILE
 ME2368'TO A GRAVEL CROSSROAD AND AZIMUTH MARK IN THE SOUTHEAST ANGLE.
 ME2368'
 ME2368'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2368
 ME2368                          STATION RECOVERY (1952)
 ME2368
 ME2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2368'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2368'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  OLD
 ME2368'DESCRIPTION ADEQUATE.
 ME2368'
 ME2368'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK.
 ME2368'
 ME2368'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2368
 ME2368                          STATION RECOVERY (1969)
 ME2368
 ME2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2368'THE UNDERGROUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 ME2368'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING
 ME2368'TO THE EAST AND WAS RESET HOLDING THE UNDERGROUND POINT.  REFERENCE
 ME2368'MARK 2 HAS BEEN HIT BY EQUIPMENT BUT IS SOLID AND THE DISTANCE AND
 ME2368'DIRECTION TO IT CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND
 ME2368'BRUSH AND NOT VISIBLE AT THIS TIME.  THE HOUSE MENTIONED IN THE
 ME2368'DESCRIPTION HAS BEEN TORN DOWN AND A NEW DESCRIPTION FOLLOWS.
 ME2368'
 ME2368'THE STATION IS LOCATED ON THE SOUTHEAST SLOPE OF THE HIGHEST HILL IN
 ME2368'THE AREA OWNED BY OPAL CRAWFORD, 1 FOOT NORTH OF A METAL WITNESS POST,
 ME2368'32 FEET SOUTHWEST OF A 40 INCH OAK TREE, 39 FEET WEST OF AN 8 INCH
 ME2368'HICKORY TREE, 46 FEET NORTHWEST OF A 30 INCH OAK TREE AND 51 FEET EAST
 ME2368'OF THE EAST FENCE OF A LANE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ME2368'DISK IS STAMPED DILTS 1947 1969.
 ME2368'
 ME2368'TO REACH THE STATION FROM THE PULASKI MEMORIAL HOSPITAL AT THE EAST
 ME2368'EDGE OF WINAMAC, GO EAST ON STATE HIGHWAY 14 FOR 3.5 MILES TO A HOUSE
 ME2368'ON THE LEFT AND THE STATION ABOUT 0.15 MILE NORTH.  CONTINUE EAST ON
 ME2368'THE HIGHWAY FOR 0.2 MILE TO A PAVED CROSSROAD AND THE AZIMUTH MARK.
 ME2368'
 ME2368'REFERENCE MARK 1 IS 66 FEET NORTHWEST OF THE 40 INCH OAK TREE, 19 FEET
 ME2368'SOUTH OF A 10 INCH PINE TREE, 4 FEET EAST OF THE WEST FENCE OF FARM
 ME2368'LANE AND 8 FEET WEST OF THE EAST FENCE OF THE LANE.  THE MONUMENT
 ME2368'PROJECTS 4 INCHES AND THE DISK IS STAMPED DILTS NO 1 1947.
 ME2368'
 ME2368'REFERENCE MARK 2 IS 53 FEET WEST OF A 14 INCH HICKORY TREE, 75 FEET
 ME2368'NORTHWEST OF A 30 INCH OAK TREE AND 31 FEET EAST OF THE EAST FENCE OF
 ME2368'THE LANE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DILTS NO 2
 ME2368'1947.
 ME2368'
 ME2368'THE AZIMUTH MARK IS 58 FEET NORTH OF A TELEPHONE POLE, 133 FEET SOUTH
 ME2368'OF THE INTERSECTION OF THE HIGHWAY AND CROSSROAD, 22 FEET EAST OF THE
 ME2368'CENTERLINE OF PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 ME2368'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DILTS 1947.
 ME2368'
 ME2368'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2368'
 ME2368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 ME2368'WINAMAC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2383 ***********************************************************************
 ME2383  DESIGNATION -  DITCH
 ME2383  PID         -  ME2383
 ME2383  STATE/COUNTY-  IN/PULASKI
 ME2383  COUNTRY     -  US
 ME2383  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME2383
 ME2383                         *CURRENT SURVEY CONTROL
 ME2383  ______________________________________________________________________
 ME2383* NAD 83(1997) POSITION- 41 07 02.44986(N) 086 48 19.96500(W)   ADJUSTED
 ME2383* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 ME2383  ______________________________________________________________________
 ME2383  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 ME2383  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2383  HORZ ORDER      -  SECOND
 ME2383
 ME2383.The horizontal coordinates were established by classical geodetic methods
 ME2383.and adjusted by the National Geodetic Survey in May 1999.
 ME2383
 ME2383.The orthometric height was scaled from a topographic map.
 ME2383
 ME2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2383.GEOID18 height accuracy estimate available here.
 ME2383
 ME2383.Click photographs - Photos may exist for this station.
 ME2383
 ME2383.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2383
 ME2383. The following values were computed from the NAD 83(1997) position.
 ME2383
 ME2383;                    North         East     Units Scale Factor Converg.
 ME2383;SPC IN W     -   651,626.949   923,329.437   MT  0.99997336   +0 10 57.6
 ME2383;SPC IN W     - 2,137,879.42  3,029,289.99   sFT  0.99997336   +0 10 57.6
 ME2383;UTM  16      - 4,551,802.063   516,324.858   MT  0.99960328   +0 07 40.3
 ME2383
 ME2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2383!SPC IN W     -   0.99997049  x   0.99997336  =   0.99994386
 ME2383!UTM  16      -   0.99997049  x   0.99960328  =   0.99957379
 ME2383
 ME2383:                Primary Azimuth Mark                     Grid Az
 ME2383:SPC IN W     -  DITCH AZ MK                              192 16 36.8
 ME2383:UTM  16      -  DITCH AZ MK                              192 19 54.1
 ME2383
 ME2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1632451802(NAD 83)
 ME2383
 ME2383|---------------------------------------------------------------------|
 ME2383| PID    Reference Object                     Distance      Geod. Az  |
 ME2383|                                                           dddmmss.s |
 ME2383| CM3421 DITCH RM 1                           26.555 METERS 04907     |
 ME2383| CM3422 DITCH RM 2                           30.943 METERS 18139     |
 ME2383| CM3420 DITCH AZ MK                                        1922734.4 |
 ME2383|---------------------------------------------------------------------|
 ME2383
 ME2383                          SUPERSEDED SURVEY CONTROL
 ME2383
 ME2383  NAD 83(1986)-  41 07 02.45438(N)    086 48 19.97242(W) AD(       ) 2
 ME2383  NAD 27      -  41 07 02.31170(N)    086 48 19.91360(W) AD(       ) 2
 ME2383
 ME2383.Superseded values are not recommended for survey control.
 ME2383
 ME2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2383.See file dsdata.pdf to determine how the superseded data were derived.
 ME2383
 ME2383_MARKER: DS = TRIANGULATION STATION DISK
 ME2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2383_STAMPING: DITCH 1948
 ME2383_MARK LOGO: CGS
 ME2383_PROJECTION: PROJECTING 20 CENTIMETERS
 ME2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2383+STABILITY: SURFACE MOTION
 ME2383
 ME2383  HISTORY     - Date     Condition        Report By
 ME2383  HISTORY     - 1948     MONUMENTED       CGS
 ME2383  HISTORY     - 1969     GOOD             CGS
 ME2383  HISTORY     - 1983     GOOD             LOCSUR
 ME2383
 ME2383                          STATION DESCRIPTION
 ME2383
 ME2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2383'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NORTH JUDSON AND 5 MILES
 ME2383'NORTHEAST OF MEDARYVILLE.  IT IS 28 FEET WEST OF THE CENTER OF A DIRT
 ME2383'ROAD, 19 FEET SOUTHEAST OF A 18 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 ME2383'THE EAST SIDE OF THE TREE, 18 FEET SOUTHWEST OF A 28 INCH OAK TREE
 ME2383'WITH A TRIANGLE BLAZE ON THE EAST SIDE OF THE TREE, 9 FEET EAST OF A
 ME2383'FENCELINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2383'8 INCHES AND THE DISK IS STAMPED DITCH 1948.
 ME2383'
 ME2383'REFERENCE MARK NO. 1 IS 87.12 FEET NORTHEAST OF THE STATION.  IT IS 10
 ME2383'FEET EAST OF THE CENTER OF DIRT ROAD AND 1 FOOT WEST OF A FENCELINE.
 ME2383'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DITCH NO 1 1948.
 ME2383'
 ME2383'REFERENCE MARK NO. 2 IS 101.52 FEET SOUTH OF THE STATION.  IT IS 16
 ME2383'FEET WEST OF THE CENTER OF DIRT ROAD AND 1 FOOT EAST OF A FENCELINE.
 ME2383'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DITCH NO 2 1948.
 ME2383'
 ME2383'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 19 FEET NORTH
 ME2383'OF THE CENTER OF GRAVEL ROAD, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT
 ME2383'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE
 ME2383'DISK IS STAMPED DITCH 1948.
 ME2383'
 ME2383'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 ME2383'HIGHWAY NO. 43 IN MEDARYVILLE GO NORTH ON STATE HIGHWAY NO. 43 FOR 2.5
 ME2383'MILES TO A CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO EAST FOR 4.5
 ME2383'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.1 MILE TO A
 ME2383'CROSSROAD, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.25 MILE TO THE
 ME2383'STATION ON THE LEFT AS DESCRIBED.
 ME2383'
 ME2383'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2383
 ME2383                          STATION RECOVERY (1969)
 ME2383
 ME2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2383'ALL MARKS WERE FOUND IN GOOD CONDITION BUT DUE TO ROAD CHANGES THE
 ME2383'DESCRIPTION IS VERY POOR AND A NEW DESCRIPTION FOLLOWS-
 ME2383'
 ME2383'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NORTH JUDSON, 6 FEET
 ME2383'WEST OF A FENCE AND A METAL WITNESS POST, 15 FEET NORTHWEST OF A 20
 ME2383'INCH OAK TREE, 32 FEET NORTH OF A 24 INCH OAK TREE AND 53 FEET WEST OF
 ME2383'THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS 8 INCHES AND
 ME2383'THE DISK IS STAMPED DITCH 1948.
 ME2383'
 ME2383'TO REACH THE STATION FROM THE HIGH SCHOOL IN MEDARYVILLE, GO NORTH ON
 ME2383'U.S. HIGHWAY 421 FOR 2.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 ME2383'ON THE PAVED ROAD FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 ME2383'CONTINUE EAST FOR 0.1 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO
 ME2383'NORTH ON THE PAVED ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 ME2383'
 ME2383'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE ROAD, 27
 ME2383'FEET EAST OF THE FENCE AND 77 FEET SOUTH OF A 24 INCH OAK TREE.  THE
 ME2383'MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS STAMPED DITCH NO 1
 ME2383'1948.
 ME2383'
 ME2383'REFERENCE MARK 2 IS 70 FEET SOUTH OF THE 24 INCH OAK TREE, 31 FEET
 ME2383'WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE FENCE.  THE
 ME2383'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DITCH NO 2 1948.
 ME2383'
 ME2383'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 7
 ME2383'FEET WEST OF A T-FENCE CORNER AND 1 FOOT NORTH OF A FENCE AND A METAL
 ME2383'WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 ME2383'DITCH 1948.
 ME2383'
 ME2383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 ME2383'NORTHEAST OF MEDARYVILLE.
 ME2383
 ME2383                          STATION RECOVERY (1983)
 ME2383
 ME2383'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (HWM)
 ME2383'DITCH 1948 RECOVERED GOOD.  DITCH NO 1 1948 RECOVERED GOOD.  DITCH NO
 ME2383'2 1948 RECOVERED GOOD.  DITCH 1948 AZIMUTH RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1995 ***********************************************************************
 JA1995  DESIGNATION -  DITNEY
 JA1995  PID         -  JA1995
 JA1995  STATE/COUNTY-  IN/WARRICK
 JA1995  COUNTRY     -  US
 JA1995  USGS QUAD   -  LYNNVILLE (2019)
 JA1995
 JA1995                         *CURRENT SURVEY CONTROL
 JA1995  ______________________________________________________________________
 JA1995* NAD 83(1997) POSITION- 38 07 59.37611(N) 087 21 58.98840(W)   ADJUSTED
 JA1995* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 JA1995  ______________________________________________________________________
 JA1995  GEOID HEIGHT    -        -31.416 (meters)                     GEOID18
 JA1995  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 JA1995  HORZ ORDER      -  FIRST
 JA1995
 JA1995.The horizontal coordinates were established by classical geodetic methods
 JA1995.and adjusted by the National Geodetic Survey in May 1999.
 JA1995
 JA1995.The orthometric height was scaled from a topographic map.
 JA1995
 JA1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1995.GEOID18 height accuracy estimate available here.
 JA1995
 JA1995.Click photographs - Photos may exist for this station.
 JA1995
 JA1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1995
 JA1995. The following values were computed from the NAD 83(1997) position.
 JA1995
 JA1995;                    North         East     Units Scale Factor Converg.
 JA1995;SPC IN W     -   320,311.846   875,184.641   MT  0.99997425   -0 10 29.2
 JA1995;SPC IN W     - 1,050,889.78  2,871,334.94   sFT  0.99997425   -0 10 29.2
 JA1995;UTM  16      - 4,220,652.964   467,890.518   MT  0.99961270   -0 13 34.5
 JA1995
 JA1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1995!SPC IN W     -   0.99997388  x   0.99997425  =   0.99994813
 JA1995!UTM  16      -   0.99997388  x   0.99961270  =   0.99958659
 JA1995
 JA1995:                Primary Azimuth Mark                     Grid Az
 JA1995:SPC IN W     -  BOON                                     107 24 02.1
 JA1995:UTM  16      -  BOON                                     107 27 07.4
 JA1995
 JA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6789020652(NAD 83)
 JA1995
 JA1995|---------------------------------------------------------------------|
 JA1995| PID    Reference Object                     Distance      Geod. Az  |
 JA1995|                                                           dddmmss.s |
 JA1995| CG8523 DITNEY RM 2                          25.313 METERS 03441     |
 JA1995| JA2001 BOON                                APPROX. 7.9 KM 1071332.9 |
 JA1995| JA2002 BOONVILLE WARRICK CO CTHSE          APPROX.12.3 KM 1390821.9 |
 JA1995| CG8521 DITNEY AZ MK                                       1793627.3 |
 JA1995| CG8522 DITNEY RM 1                          19.977 METERS 26720     |
 JA1995|---------------------------------------------------------------------|
 JA1995
 JA1995                          SUPERSEDED SURVEY CONTROL
 JA1995
 JA1995  NAD 83(1993)-  38 07 59.37991(N)    087 21 58.98840(W) AD(       ) 1
 JA1995  NAD 83(1986)-  38 07 59.38492(N)    087 21 58.99044(W) AD(       ) 1
 JA1995  NAD 27      -  38 07 59.21600(N)    087 21 58.95700(W) AD(       ) 1
 JA1995
 JA1995.Superseded values are not recommended for survey control.
 JA1995
 JA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1995.See file dsdata.pdf to determine how the superseded data were derived.
 JA1995
 JA1995_MARKER: DS = TRIANGULATION STATION DISK
 JA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1995_STAMPING: DITNEY 1934
 JA1995_MARK LOGO: CGS
 JA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1995+STABILITY: SURFACE MOTION
 JA1995
 JA1995  HISTORY     - Date     Condition        Report By
 JA1995  HISTORY     - 1934     MONUMENTED       CGS
 JA1995  HISTORY     - 1945     GOOD             CGS
 JA1995  HISTORY     - 1946     GOOD             CGS
 JA1995  HISTORY     - 1961     GOOD             CGS
 JA1995
 JA1995                          STATION DESCRIPTION
 JA1995
 JA1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1995'STATION IS 6 MILES SW OF LYNNVILLE, ON THE HIGHEAST PART OF BIG DITNEY
 JA1995'HILL, ON PROPERTY NOW SAID TO BELONG TO THE STATION AND FORMERLY OWNED
 JA1995'BY OTTIE PUTLER, IN A CLEARED AREA, 40 FEET NE OF A 10-INCH OAK, AND
 JA1995'ABOUT 0.1 MILE N OF PROPERTY LINE OF MORTON NICHOLSON.
 JA1995'
 JA1995'STATION MARK IS A BRONZE STATION DISK IN CONCRETE AND PROJECTS ABOUT 8
 JA1995'INCHES ABOUE SURFACE OF THE GROUND.  UNDERGROUND MARK IS A BRONZE
 JA1995'STATION DISK IN CONCRETE.
 JA1995'
 JA1995'REFERENCE MARK 1 IS W OF STATION AND SLIGHTLY LOWER IN ELEVATION.  IT
 JA1995'IS A BRONZE REFERENCE DISK IN CONCRETE AND PROJECTS 2 INCHES ABOUT
 JA1995'SURFACE.
 JA1995'
 JA1995'REFERENCE MARK 2 IS NNE OF STATION AT SAME ELEVATION.  IT IS A BRONZE
 JA1995'REFERENCE DISK IN CONCRETE.
 JA1995'
 JA1995'AZIMUTH MARK IS SSW OF STATION, 8 FEET E OF DIM ROAD TO STATION, AND
 JA1995'PROJECTS ABOUT 6 INCHES ABOVE SURFACE.  IT IS A BRONZE AZIMUTH DISK IN
 JA1995'CONCRETE.
 JA1995'
 JA1995'TO REACH STATION FROM JUNCTION OF U S HIGHWAY 41 AND STATE HIGHWAY 62
 JA1995'(2 MILES NO OF EVANSVILLE), GO E ON HIGHWAY 62 FOR 0.7 MILE TO
 JA1995'INTERSECTION, TURN LEFT FOR 3.2 MILES (0.1 MILE PAST STORE OF G L
 JA1995'GERHARDT ON LEFT) TO RIGHT TURN, TAKE TO RIGHT FOR 0.9 MILE TO
 JA1995'INTERSECTION GO LEFT ON PAVEMENT FOR 3.7 MILES AND TURN RIGHT ON DIRT
 JA1995'ROAD AT DAYLIGHT GARAGE ON LEFT, FOOLOW MAIN ROAD STRAIGHT AHEAD AT
 JA1995'ALL CROSSINGS FOR 5.8 MILES TO T-ROAD LEFT IN MILLERSBURGH (0.1 MILE
 JA1995'PAST COVERED BRIDGE), TAKE T-ROAD LEFT FOR 1.0 MILE AND FOLLOW MAIN
 JA1995'LEFT FORK 1.8 MILES TO LANE LEFT TO HOME OF MORTON NICHOLSON AND END
 JA1995'OF TRUCK TRAVEL.  STATION IS ON HILL PAST NICHOLSON HOUSE.  A 37-FOOT
 JA1995'TOWER IS NEEDED.
 JA1995'
 JA1995'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JA1995
 JA1995                          STATION RECOVERY (1945)
 JA1995
 JA1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1995'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1995'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND FOUND
 JA1995'TO BE CORRECT.  THE DISTANCE TO THE AZIMUTH MARK IS ABOUT 0.1 MILE
 JA1995'INSTEAD OF 0.15 MILE.  A COMPLETE DESCRIPTION FOLLOWS-
 JA1995'
 JA1995'STATION IS LOCATED ABOUT 8 MILES NNW OF BOONVILLE AND 6 MILES SW OF
 JA1995'LYNNVILLE, NO A HILL KNOWN AS BIG DITNEY HILL AND OWEND BY THE
 JA1995'WEYERBACHER ESTATE.  IT IS 40 FEET NE OF A 15-INCH OAK TREE, 18 FEET
 JA1995'NW OF AN 8-INCH OAK TREE, AND 6.5 FEET S OF A STANDARD WITNESS POST.
 JA1995'THE DISK IS STAMPED DITNEY 1934 AND PROJECTS ABOUT 12 INCHES ABOVE THE
 JA1995'GROUND.
 JA1995'
 JA1995'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JA1995'SET IN CONCRETE.
 JA1995'
 JA1995'REFERENCE MARK 1 IS 65.52 FEET W OF THE STATION, SLIGHTLY LOWER IN
 JA1995'ELEVATION, AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE DISK IS
 JA1995'STAMPED DITNEY NO 1 1934.
 JA1995'
 JA1995'REFERENCE MARK 2 IS 83.05 FEET NNE OF THE STATION AND 30 FEET NE OF A
 JA1995'8-INCH OAK TREE.  THE DISK IS STAMPTED NO 2 1934 AND PROJECTS ABOUT 8
 JA1995'INCHES ABOVE THE GROUND.
 JA1995'
 JA1995'THE AZIMUTH MARK IS ABOUT 0.1 MILE SSW OF THE STATION, 3 FEET W OF A
 JA1995'STANDARD WITNESS POST.  AND 7 FEET NW OF AN 8-INCH OAK TREE.  THE DISK
 JA1995'IS A BRONZE REFERNCE-MARK DISK STAMPED DITNEY AZI 1934 AND PROJECTS
 JA1995'ABOUT 8 INCHES ABOVE THE GROUND.
 JA1995'
 JA1995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 62 AT
 JA1995'THE NE CORNER OF THE PUBLIC SQUARE IN BOONVILLE, GO N ON STATE HIGHWAY
 JA1995'61 FOR 6.4 MILES TO A CROSS ROAD AND A CEMETERY ON THE NW CORNER, TURN
 JA1995'LEFT AND GO 0.7 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND FOLLOW
 JA1995'THE MAIN ROAD 3.1 MILES TO A T-ROAD INTERSECTION AND A BOARD GATE
 JA1995'STRAIGHT AHEAD, PASS THOURGH GATE AND FOLLOW OLD WASHED-OUT ROAD FOR
 JA1995'0.4 MILE TO A FENCED-IN POND, BEAR LEFT AROUND POND TO THE SW CORNER
 JA1995'OF THE FENCE, GO BETWEEN FENCE AND TREES FOR ABOUT 30 FEET, TURN LEFT
 JA1995'ON THE N SIDE OF THE WOODS AND GO ABOUT 0.1 MILE TO A POLE GATE IN THE
 JA1995'N-S FENCE, PASS THROUGH GATE AND FOLLOW AN OLD ROAD UP HILL AND BEAR
 JA1995'LEFT AT THE TOP OF THE HILL AND GO 0.3 MILE TO THE STATION.  CONTINUE
 JA1995'ON OLD ROAD ABOUT 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1995'
 JA1995'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JA1995
 JA1995                          STATION RECOVERY (1946)
 JA1995
 JA1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1995'STATION WAS RECOVERED AS DESCRIBED IN 1945.  ALL MARKS WERE FOUND TO
 JA1995'BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1995'MEASURED AND A SLIGHT CHANGE WAS FOUND.  A COMPLETE DESCRIPTION
 JA1995'FOLLOWS.
 JA1995'
 JA1995'THE STATION IS LOCATED APPROXIMATELY 8 MILES NORTHWEST OF BOONVILLE,
 JA1995'ABOUT 7 MILES SOUTHEAST OF LYNNVILLE ON THE HIGHEST PART OF BIG DITNEY
 JA1995'HILL AND IS 6 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 15
 JA1995'INCHES AND THE DISK IS STAMPED DITNEY 1934.
 JA1995'
 JA1995'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JA1995'IN A CYLINDRICAL CONCRETE BASE.
 JA1995'
 JA1995'REFERENCE MARK NO 1 IS 65.54 FEET WEST OF THE STATION ON THE WEST
 JA1995'SLOPE OF THE HILL.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JA1995'DITNEY NO 1 1934.
 JA1995'
 JA1995'REFERENCE MARK NO 2 IS 83.06 FEET NORTH OF THE STATION.  THE MARK
 JA1995'PROJECTS 7 INCHES AND THE DISK IS STAMPED DITNEY NO 2 1934.
 JA1995'
 JA1995'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SOUTH OF THE STATION, 7
 JA1995'FEET EAST OF A DIM TRACK ROAD AND 3 FEET WEST OF A WITNESS POST.  THE
 JA1995'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DITNEY AZI 1934.
 JA1995'
 JA1995'TO REACH THE STATION FROM THE POST OFFICE IN LYNNVILLE, GO SOUTH ON
 JA1995'STATE HIGHWAY 61 FOR 0.45 MILES TO A GROSSROAD AND THE HE BARCLAY
 JA1995'STORE ON THE LEFT, TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 1.9
 JA1995'MILES TO A T-ROAD INTERSECTION, THEN LEFT 0.25 MILE TO A FORT, TAKE
 JA1995'RIGHT FORK, FOLLOWING MAIN TRAVELLED ROAD FOR 2.9 MILES TO ANOTHER
 JA1995'T-ROAD INTERSECTION, THEN STRAIGHT AHEAD THROUGH GATE AND FOLLOW TRACK
 JA1995'ROAD DOWN A DRAW FOR 0.3 MILE, KEEP LEFT AND CIRCLE POND ON A DIM
 JA1995'TRACK ROAD FOR 0.25 MILE TO A FENCE AND A POLE GATE, ENTER GATE AND
 JA1995'FOLLOW DIM TRACKS 0.25 MILE TO THE TOP OF HILL AND THE STATION.
 JA1995'
 JA1995'NOTE- NO DIRECTION WAS TAKEN TO REFERENCE MARK NO 2 AS IT WAS
 JA1995'OBSTRUCTED BY THE LIMB OF A TREE.  THE OBSTRUCTION WAS DUE TO THE
 JA1995'FOLIAGE.
 JA1995
 JA1995                          STATION RECOVERY (1961)
 JA1995
 JA1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA1995'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JA1995'CONDITION.
 JA1995'
 JA1995'A TRACTOR WOULD BE NEEDED TO HAUL THE 37 FOOT TOWER TO STATION SITE
 JA1995'AFTER LEAVING THE GRAVELED ROAD.  WHEN VISITING THIS STATION A GOOD
 JA1995'MAN TO CONTACT IS MR. DEWEY FRANCE WHO IS WELL KNOWN IN THE AREA
 JA1995'AND IS ACQUAINTED WITH THE STATION.
 JA1995'
 JA1995'THE DISTANCE AND DIRECTIONS TO THE MARKS WERE NOT CHECKED AT THIS
 JA1995'TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1068 ***********************************************************************
 HA1068  DESIGNATION -  DIXON
 HA1068  PID         -  HA1068
 HA1068  STATE/COUNTY-  IN/POSEY
 HA1068  COUNTRY     -  US
 HA1068  USGS QUAD   -  UNIONTOWN (2019)
 HA1068
 HA1068                         *CURRENT SURVEY CONTROL
 HA1068  ______________________________________________________________________
 HA1068* NAD 83(1997) POSITION- 37 51 09.75413(N) 087 56 14.29645(W)   ADJUSTED
 HA1068* NAVD 88 ORTHO HEIGHT -   112.790 (meters)      370.05  (feet) ADJUSTED
 HA1068  ______________________________________________________________________
 HA1068  GEOID HEIGHT    -        -30.390 (meters)                     GEOID18
 HA1068  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 HA1068  DYNAMIC HEIGHT  -        112.713 (meters)      369.79  (feet) COMP
 HA1068  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 HA1068
 HA1068  HORZ ORDER      -  SECOND
 HA1068  VERT ORDER      -  FIRST     CLASS II
 HA1068
 HA1068.The horizontal coordinates were established by classical geodetic methods
 HA1068.and adjusted by the National Geodetic Survey in May 1999.
 HA1068
 HA1068.The orthometric height was determined by differential leveling and
 HA1068.adjusted by the NATIONAL GEODETIC SURVEY
 HA1068.in June 1991.
 HA1068
 HA1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1068.GEOID18 height accuracy estimate available here.
 HA1068
 HA1068.Click photographs - Photos may exist for this station.
 HA1068
 HA1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1068
 HA1068.The dynamic height is computed by dividing the NAVD 88
 HA1068.geopotential number by the normal gravity value computed on the
 HA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1068.degrees latitude (g = 980.6199 gals.).
 HA1068
 HA1068.The modeled gravity was interpolated from observed gravity values.
 HA1068
 HA1068. The following values were computed from the NAD 83(1997) position.
 HA1068
 HA1068;                    North         East     Units Scale Factor Converg.
 HA1068;SPC IN W     -   289,489.742   824,845.645   MT  1.00003621   -0 31 26.6
 HA1068;SPC IN W     -   949,767.60  2,706,181.09   sFT  1.00003621   -0 31 26.6
 HA1068;SPC KY1Z     - 1,170,879.564 1,307,535.950   MT  0.99990503   -1 20 34.5
 HA1068;SPC KY1Z     - 3,841,460.70  4,289,807.53   sFT  0.99990503   -1 20 34.5
 HA1068;SPC KY S     -   670,844.902   307,519.883   MT  0.99998628   -1 19 35.5
 HA1068;SPC KY S     - 2,200,930.32  1,008,921.48   sFT  0.99998628   -1 19 35.5
 HA1068;UTM  16      - 4,189,886.933   417,541.926   MT  0.99968374   -0 34 30.7
 HA1068
 HA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1068!SPC IN W     -   0.99998707  x   1.00003621  =   1.00002328
 HA1068!SPC KY1Z     -   0.99998707  x   0.99990503  =   0.99989210
 HA1068!SPC KY S     -   0.99998707  x   0.99998628  =   0.99997335
 HA1068!UTM  16      -   0.99998707  x   0.99968374  =   0.99967081
 HA1068
 HA1068:                Primary Azimuth Mark                     Grid Az
 HA1068:SPC IN W     -  DIXON AZ MK                              004 00 55.5
 HA1068:SPC KY1Z     -  DIXON AZ MK                              004 50 03.4
 HA1068:SPC KY S     -  DIXON AZ MK                              004 49 04.4
 HA1068:UTM  16      -  DIXON AZ MK                              004 03 59.6
 HA1068
 HA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1754189886(NAD 83)
 HA1068
 HA1068|---------------------------------------------------------------------|
 HA1068| PID    Reference Object                     Distance      Geod. Az  |
 HA1068|                                                           dddmmss.s |
 HA1068| HA1070 DIXON AZ MK                                        0032928.9 |
 HA1068| HA1069 DIXON RM 1                           38.589 METERS 04331     |
 HA1068| CG8525 DIXON RM 2                           28.678 METERS 34758     |
 HA1068|---------------------------------------------------------------------|
 HA1068
 HA1068                          SUPERSEDED SURVEY CONTROL
 HA1068
 HA1068  NAD 83(1993)-  37 51 09.75414(N)    087 56 14.29606(W) AD(       ) 2
 HA1068  NAD 83(1986)-  37 51 09.76035(N)    087 56 14.29857(W) AD(       ) 2
 HA1068  NAD 27      -  37 51 09.60735(N)    087 56 14.19653(W) AD(       ) 2
 HA1068  NGVD 29 (??/??/92)  112.894  (m)          370.39   (f) ADJ UNCH    1 2
 HA1068  NGVD 29             112.89   (m)          370.4    (f) LEVELING    3  
 HA1068
 HA1068.Superseded values are not recommended for survey control.
 HA1068
 HA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1068.See file dsdata.pdf to determine how the superseded data were derived.
 HA1068
 HA1068_MARKER: DS = TRIANGULATION STATION DISK
 HA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1068_STAMPING: DIXON 1960
 HA1068_MARK LOGO: CGS
 HA1068_PROJECTION: FLUSH
 HA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1068+STABILITY: SURFACE MOTION
 HA1068
 HA1068  HISTORY     - Date     Condition        Report By
 HA1068  HISTORY     - 1960     MONUMENTED       CGS
 HA1068  HISTORY     - 1965     GOOD             CGS
 HA1068  HISTORY     - 1965     GOOD             CGS
 HA1068  HISTORY     - 1988     GOOD             USPSQD
 HA1068
 HA1068                          STATION DESCRIPTION
 HA1068
 HA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1068'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF MT. VERNON, AND 3/4
 HA1068'MILE WEST OF THE WEST BANK OF THE OHIO RIVER IN THE SOUTHWEST
 HA1068'QUARTER OF SECTION 1, T. 8 S., R. 14 W., ON THE PROPERTY OF MRS. MARY
 HA1068'E. DIXON.  IT IS 132.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 HA1068'BARN, 167.5 FEET WEST OF THE SOUTHEAST CORNER OF A GARAGE, 123 FEET
 HA1068'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 44 FEET WEST OF THE
 HA1068'CENTERLINE OF A PAVED ROAD, AND 33 FEET SOUTHEAST OF A TELEPHONE
 HA1068'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DIXON
 HA1068'1960.
 HA1068'
 HA1068'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN MT
 HA1068'VERNON, GO WEST ON WEST 4TH STREET, STATE HIGHWAY 62 AND 69, FOR
 HA1068'0.75 MILE TO POINT WHERE STATE HIGHWAY 69 TURNS SOUTH AND STATE
 HA1068'HIGHWAY 62 CONTINUES WEST.  TURN LEFT AND GO SOUTH ON HIGHWAY 69
 HA1068'FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING AN
 HA1068'OLD SCHOOLHOUSE ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 69 FOR 0.25
 HA1068'MILE TO A WHITE HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 HA1068'
 HA1068'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 HA1068'29 FEET NORTHWEST OF A 30 INCH TREE, 21 FEET WEST OF A FENCE
 HA1068'CORNER, AND 5 FEET NORTH OF A CONCRETE POST (ROAD RIGHT-OF-WAY
 HA1068'MARKER).  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1068'DIXON NO 1 1960.
 HA1068'
 HA1068'REFERENCE MARK 2 IS 68 FEET NORTH OF A TELEPHONE POLE, 65 FEET WEST
 HA1068'OF THE CENTERLINE OF THE PAVED ROAD, AND 4 FEET EAST OF AN OLD
 HA1068'FENCE LINE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1068'DIXON NO 2 1960.
 HA1068'
 HA1068'THE AZIMUTH MARK IS 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HA1068'LARGE SHED, 21 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 6
 HA1068'FEET SOUTHWEST OF A FENCE CORNER, AND 2 FEET SOUTH OF A CONCRETE POST
 HA1068'(ROAD RIGHT-OF-WAY MARKER).  THE MONUMENT PROJECTS 1 INCH AND THE
 HA1068'DISK IS STAMPED DIXON 1960.
 HA1068'
 HA1068'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1068
 HA1068                          STATION RECOVERY (1965)
 HA1068
 HA1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA1068'THE STATION MARK, STAMPED DIXON 1960, IS ABOUT 2.45 MILES NORTHEAST
 HA1068'ALONG STATE HIGHWAY 69 FROM THE FISH AND GAME COMMISSION
 HA1068'OFFICE BUILDING AT HOVEY LAKE, IN SECTION 1, T 8 S, R 14 W, 119 FEET
 HA1068'WEST AND ACROSS THE HIGHWAY FROM A FARMHOUSE OWNED BY MR.
 HA1068'HASTINGS, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 126-1/2
 HA1068'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM DIXON R.M. 1, 36 FEET
 HA1068'NORTH OF THE CENTER LINE OF A FIELD ROAD, 32-1/2 FEET SOUTHEAST OF
 HA1068'TELEPHONE POLE NUMBER 143, 22.0 FEET EAST OF A METAL WITNESS
 HA1068'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HA1068'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 HA1068'
 HA1068'R.M. 1, STAMPED DIXON NO 1 1960, IS 126-1/2 FEET NORTHEAST AND ACROSS
 HA1068'THE HIGHWAY FROM THE STATION, 115 FEET NORTH OF THE NORTHEAST
 HA1068'CORNER OF A FARMHOUSE, 42-1/2 FEET EAST OF THE CENTER LINE OF THE
 HA1068'HIGHWAY, 92 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 28-1/2
 HA1068'FEET NORTHWEST OF A 25-INCH CATALPA TREE, 20 FEET WEST OF A FENCE
 HA1068'CORNER, 4.7 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 HA1068'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HA1068'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HA1068'THE GROUND.
 HA1068'
 HA1068'THE AZIMUTH MARK, STAMPED DIXON 1960, IS ABOUT 2.75 MILES NORTHEAST
 HA1068'ALONG STATE HIGHWAY 69 FROM THE FISH AND GAME COMMISSION
 HA1068'OFFICE BUILDING AT HOVEY LAKE, IN SECTION 1, T 8 S, R 14 W, 215 FEET
 HA1068'EAST AND ACROSS THE HIGHWAY FROM THE DOUGLAS DIXON HOUSE, 21 FEET
 HA1068'EAST OF THE CENTER LINE OF THE HIGHWAY, 219 FEET SOUTH OF THE CENTER
 HA1068'LINE OF A DIRT ROAD LEADING EAST, 132 FEET EAST AND ACROSS THE
 HA1068'HIGHWAY FROM POWER POLE NUMBER 37866, 42 FEET WEST OF THE NORTHWEST
 HA1068'CORNER OF A MACHINE SHED, 2.2 FEET SOUTH OF A CONCRETE HIGHWAY
 HA1068'RIGHT-OF-WAY MARKER, 1.5 FEET EAST OF A METAL WITNESS POST,
 HA1068'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HA1068'PROJECTING 4 INCHES.
 HA1068
 HA1068                          STATION RECOVERY (1965)
 HA1068
 HA1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1068'2.4 MI NE FROM HOVEY LAKE.
 HA1068'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1068'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION
 HA1068'1, T 8 R 14 W, 119 FEET WEST OF AND ACROSS THE HIGHWAY FROM A
 HA1068'FARMHOUSE OWNED BY MR. HASTINGS, 44 FEET WEST OF THE CENTER LINE
 HA1068'OF THE HIGHWAY, 126 1/2 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 HA1068'FROM DIXON R.M. 1, 36 FEET NORTH OF THE CENTER LINE OF A FIELD
 HA1068'ROAD, 32 1/2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 143, 22.0
 HA1068'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HA1068'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HA1068'THE GROUND.
 HA1068
 HA1068                          STATION RECOVERY (1988)
 HA1068
 HA1068'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1070 ***********************************************************************
 HA1070  DESIGNATION -  DIXON AZ MK
 HA1070  PID         -  HA1070
 HA1070  STATE/COUNTY-  IN/POSEY
 HA1070  COUNTRY     -  US
 HA1070  USGS QUAD   -  UNIONTOWN (2019)
 HA1070
 HA1070                         *CURRENT SURVEY CONTROL
 HA1070  ______________________________________________________________________
 HA1070* NAD 83(1986) POSITION- 37 51 24.     (N) 087 56 13.     (W)   SCALED
 HA1070* NAVD 88 ORTHO HEIGHT -   112.065 (meters)      367.67  (feet) ADJUSTED
 HA1070  ______________________________________________________________________
 HA1070  GEOID HEIGHT    -        -30.397 (meters)                     GEOID18
 HA1070  DYNAMIC HEIGHT  -        111.989 (meters)      367.42  (feet) COMP
 HA1070  MODELED GRAVITY -    979,943.4   (mgal)                       NAVD 88
 HA1070
 HA1070  VERT ORDER      -  FIRST     CLASS II
 HA1070
 HA1070.The horizontal coordinates were scaled from a map and have
 HA1070.an estimated accuracy of +/- 6 seconds.
 HA1070
 HA1070.The orthometric height was determined by differential leveling and
 HA1070.adjusted by the NATIONAL GEODETIC SURVEY
 HA1070.in June 1991.
 HA1070
 HA1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1070.GEOID18 height accuracy estimate available here.
 HA1070
 HA1070.Click photographs - Photos may exist for this station.
 HA1070
 HA1070.The dynamic height is computed by dividing the NAVD 88
 HA1070.geopotential number by the normal gravity value computed on the
 HA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1070.degrees latitude (g = 980.6199 gals.).
 HA1070
 HA1070.The modeled gravity was interpolated from observed gravity values.
 HA1070
 HA1070;                    North         East    Units  Estimated Accuracy
 HA1070;SPC IN W     -   289,930.      824,880.      MT  (+/- 180 meters Scaled)
 HA1070
 HA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG175903(NAD 83)
 HA1070
 HA1070                          SUPERSEDED SURVEY CONTROL
 HA1070
 HA1070  NGVD 29 (??/??/92)  112.169  (m)          368.01   (f) ADJ UNCH    1 2
 HA1070
 HA1070.Superseded values are not recommended for survey control.
 HA1070
 HA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1070.See file dsdata.pdf to determine how the superseded data were derived.
 HA1070
 HA1070_MARKER: DZ = AZIMUTH MARK DISK
 HA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1070_STAMPING: DIXON 1960
 HA1070_MARK LOGO: CGS
 HA1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1070+STABILITY: SURFACE MOTION
 HA1070
 HA1070  HISTORY     - Date     Condition        Report By
 HA1070  HISTORY     - 1960     MONUMENTED       CGS
 HA1070  HISTORY     - 1965     GOOD             CGS
 HA1070
 HA1070                          STATION DESCRIPTION
 HA1070
 HA1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1070'2.8 MI NE FROM HOVEY LAKE.
 HA1070'ABOUT 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1070'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION
 HA1070'1, T 8 S R 14 W, 215 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE
 HA1070'DOUGLAS DIXON HOUSE, 21 FEET EAST OF THE CENTER LINE OF THE
 HA1070'HIGHWAY, 219 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 HA1070'EAST, 132 FEET EAST OF AND ACROSS THE HIGHWAY FROM POWER POLE
 HA1070'37866, 42 FEET WEST OF THE NORTHWEST CORNER OF A MACHINE SHED, 2.2
 HA1070'FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.5 FEET
 HA1070'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HA1070'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1069 ***********************************************************************
 HA1069  DESIGNATION -  DIXON RM 1
 HA1069  PID         -  HA1069
 HA1069  STATE/COUNTY-  IN/POSEY
 HA1069  COUNTRY     -  US
 HA1069  USGS QUAD   -  UNIONTOWN (2019)
 HA1069
 HA1069                         *CURRENT SURVEY CONTROL
 HA1069  ______________________________________________________________________
 HA1069* NAD 83(1986) POSITION- 37 51 10.66   (N) 087 56 13.21   (W)   HD_HELD1
 HA1069* NAVD 88 ORTHO HEIGHT -   112.507 (meters)      369.12  (feet) ADJUSTED
 HA1069  ______________________________________________________________________
 HA1069  GEOID HEIGHT    -        -30.390 (meters)                     GEOID18
 HA1069  DYNAMIC HEIGHT  -        112.430 (meters)      368.86  (feet) COMP
 HA1069  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 HA1069
 HA1069  VERT ORDER      -  FIRST     CLASS II
 HA1069
 HA1069.The horizontal coordinates were determined by differentially corrected
 HA1069.hand held GPS observations or other comparable positioning techniques
 HA1069.and have an estimated accuracy of +/- 3 meters.
 HA1069
 HA1069.The orthometric height was determined by differential leveling and
 HA1069.adjusted by the NATIONAL GEODETIC SURVEY
 HA1069.in June 1991.
 HA1069
 HA1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1069.GEOID18 height accuracy estimate available here.
 HA1069
 HA1069.Click photographs - Photos may exist for this station.
 HA1069
 HA1069.The dynamic height is computed by dividing the NAVD 88
 HA1069.geopotential number by the normal gravity value computed on the
 HA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1069.degrees latitude (g = 980.6199 gals.).
 HA1069
 HA1069.The modeled gravity was interpolated from observed gravity values.
 HA1069
 HA1069;                    North         East    Units  Estimated Accuracy
 HA1069;SPC IN W     -   289,517.4     824,872.5     MT  (+/- 3 meters HH1 GPS) 
 HA1069
 HA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1756889914(NAD 83)
 HA1069
 HA1069                          SUPERSEDED SURVEY CONTROL
 HA1069
 HA1069  NGVD 29 (??/??/92)  112.610  (m)          369.45   (f) ADJ UNCH    1 2
 HA1069
 HA1069.Superseded values are not recommended for survey control.
 HA1069
 HA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1069.See file dsdata.pdf to determine how the superseded data were derived.
 HA1069
 HA1069_MARKER: DR = REFERENCE MARK DISK
 HA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1069_STAMPING: DIXON NO 1 1960
 HA1069_MARK LOGO: CGS
 HA1069_PROJECTION: FLUSH
 HA1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1069+STABILITY: SURFACE MOTION
 HA1069
 HA1069  HISTORY     - Date     Condition        Report By
 HA1069  HISTORY     - 1960     MONUMENTED       CGS
 HA1069  HISTORY     - 1965     GOOD             CGS
 HA1069
 HA1069                          STATION DESCRIPTION
 HA1069
 HA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1069'2.4 MI NE FROM HOVEY LAKE.
 HA1069'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1069'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION 1,
 HA1069'T 8 S, R 14 W, 115 FEET NORTH OF THE NORTHEAST CORNER OF A
 HA1069'FARMHOUSE, 42 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HA1069'126 1/2 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 HA1069'TRIANGULATION STATION DIXON 1960, 92 FEET NORTH OF THE CENTER
 HA1069'LINE OF A DRIVEWAY, 28 1/2 FEET NORTHWEST OF A 25-INCH CATALPA
 HA1069'TREE, 20 FEET WEST OF A FENCE CORNER, 4.7 FEET NORTH OF A
 HA1069'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.0 FOOT SOUTH OF A METAL
 HA1069'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HA1069'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1468 ***********************************************************************
 HA1468  DESIGNATION -  DODD
 HA1468  PID         -  HA1468
 HA1468  STATE/COUNTY-  IN/PERRY
 HA1468  COUNTRY     -  US
 HA1468  USGS QUAD   -  CANNELTON (2019)
 HA1468
 HA1468                         *CURRENT SURVEY CONTROL
 HA1468  ______________________________________________________________________
 HA1468* NAD 83(1997) POSITION- 37 54 56.03164(N) 086 40 17.70923(W)   ADJUSTED
 HA1468* NAVD 88 ORTHO HEIGHT -   121.    (meters)      397.    (feet) SCALED
 HA1468  ______________________________________________________________________
 HA1468  GEOID HEIGHT    -        -32.063 (meters)                     GEOID18
 HA1468  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 HA1468  HORZ ORDER      -  SECOND
 HA1468
 HA1468.The horizontal coordinates were established by classical geodetic methods
 HA1468.and adjusted by the National Geodetic Survey in May 1999.
 HA1468
 HA1468.The orthometric height was scaled from a topographic map.
 HA1468
 HA1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1468.GEOID18 height accuracy estimate available here.
 HA1468
 HA1468.Click photographs - Photos may exist for this station.
 HA1468
 HA1468.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1468
 HA1468. The following values were computed from the NAD 83(1997) position.
 HA1468
 HA1468;                    North         East     Units Scale Factor Converg.
 HA1468;SPC IN W     -   296,202.288   936,205.087   MT  0.99998280   +0 15 10.9
 HA1468;SPC IN W     -   971,790.34  3,071,532.86   sFT  0.99998280   +0 15 10.9
 HA1468;SPC KY1Z     - 1,175,999.907 1,418,971.123   MT  0.99990517   -0 33 56.9
 HA1468;SPC KY1Z     - 3,858,259.69  4,655,407.76   sFT  0.99990517   -0 33 56.9
 HA1468;SPC KY S     -   675,988.362   418,963.666   MT  0.99999681   -0 33 32.1
 HA1468;SPC KY S     - 2,217,805.15  1,374,549.96   sFT  0.99999681   -0 33 32.1
 HA1468;UTM  16      - 4,196,497.615   528,866.948   MT  0.99961026   +0 12 06.5
 HA1468
 HA1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1468!SPC IN W     -   0.99998606  x   0.99998280  =   0.99996886
 HA1468!SPC KY1Z     -   0.99998606  x   0.99990517  =   0.99989123
 HA1468!SPC KY S     -   0.99998606  x   0.99999681  =   0.99998287
 HA1468!UTM  16      -   0.99998606  x   0.99961026  =   0.99959633
 HA1468
 HA1468:                Primary Azimuth Mark                     Grid Az
 HA1468:SPC IN W     -  DODD AZ MK                               241 27 31.5
 HA1468:SPC KY1Z     -  DODD AZ MK                               242 16 39.3
 HA1468:SPC KY S     -  DODD AZ MK                               242 16 14.5
 HA1468:UTM  16      -  DODD AZ MK                               241 30 35.9
 HA1468
 HA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2886696497(NAD 83)
 HA1468
 HA1468|---------------------------------------------------------------------|
 HA1468| PID    Reference Object                     Distance      Geod. Az  |
 HA1468|                                                           dddmmss.s |
 HA1468| HA0517 DODD RM 1                            39.788 METERS 06947     |
 HA1468| HA1461 CLOVERPORT MUNICIPAL TANK           APPROX. 9.6 KM 1591323.4 |
 HA1468| CG8533 DODD AZ MK                                         2414242.4 |
 HA1468| CG8534 DODD RM 2                            32.129 METERS 32530     |
 HA1468|---------------------------------------------------------------------|
 HA1468
 HA1468                          SUPERSEDED SURVEY CONTROL
 HA1468
 HA1468  NAD 83(1993)-  37 54 56.03181(N)    086 40 17.70929(W) AD(       ) 2
 HA1468  NAD 83(1986)-  37 54 56.03909(N)    086 40 17.71364(W) AD(       ) 2
 HA1468  NAD 27      -  37 54 55.84800(N)    086 40 17.76100(W) AD(       ) 2
 HA1468
 HA1468.Superseded values are not recommended for survey control.
 HA1468
 HA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1468.See file dsdata.pdf to determine how the superseded data were derived.
 HA1468
 HA1468_MARKER: DS = TRIANGULATION STATION DISK
 HA1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1468_STAMPING: DODD 1946
 HA1468_MARK LOGO: CGS
 HA1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1468+STABILITY: SURFACE MOTION
 HA1468
 HA1468  HISTORY     - Date     Condition        Report By
 HA1468  HISTORY     - 1946     MONUMENTED       CGS
 HA1468  HISTORY     - 1963     GOOD             CGS
 HA1468  HISTORY     - 19890713 MARK NOT FOUND   USGS
 HA1468  HISTORY     - 20000309 GOOD             DI
 HA1468
 HA1468                          STATION DESCRIPTION
 HA1468
 HA1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1468'THIS STATION IS ABOUT 4 MILES EAST OF CANNELTON, 31 FEET WEST OF THE
 HA1468'CENTERLINE OF STATE HIGHWAY 166, AND 7 FEET EAST OF A WHITE POST.
 HA1468'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DODD 1946.
 HA1468'
 HA1468'REFERENCE MARK NO. 1 IS 130.54 FEET NORTHEAST OF THE STATION, 44 FEET
 HA1468'EAST OF A GATE, 40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 166,
 HA1468'IN A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA1468'DODD 1946 NO 1.
 HA1468'
 HA1468'REFERENCE MARK NO. 2 IS 105.41 FEET NORTHWEST OF THE STATION, 58 FEET
 HA1468'NORTH OF THE CENTERLINE OF STATE HIGHWAY 166, AND 14 FEET WEST OF
 HA1468'THE CENTERLINE OF STATE HIGHWAY 66.  THE MARK PROJECTS 3 INCHES AND
 HA1468'THE DISK IS STAMPED DODD 1946 NO 2.
 HA1468'
 HA1468'THE AZIMUTH MARK IS WEST OF THE STATION, 32 FEET EAST OF A 48 INCH
 HA1468'SYCAMORE TREE, 12 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 HA1468'66, AND 4 FEET EAST OF A WHITE POST.  THE MARK PROJECTS 6 INCHES AND
 HA1468'THE DISK IS STAMPED DODD 1946.
 HA1468'
 HA1468'TO REACH FROM THE SOUTHWEST END OF WASHINGTON STREET IN CANNELTON, GO
 HA1468'EASTERLY ON STATE HIGHWAY 66 FOR 4.9 MILES TO THE STATION ON THE
 HA1468'RIGHT JUST AFTER CROSSING A STEEL BRIDGE.
 HA1468'
 HA1468'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1468
 HA1468                          STATION RECOVERY (1963)
 HA1468
 HA1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HB)
 HA1468'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
 HA1468
 HA1468                          STATION RECOVERY (1989)
 HA1468
 HA1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (FJK)
 HA1468'MARK NOT FOUND.
 HA1468
 HA1468                          STATION RECOVERY (2000)
 HA1468
 HA1468'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 HA1468'STATION MARK NOT FOUND.  RM NO 1 FOUND IN GOOD CONDITION.  GOOD GPS
 HA1468'LOCATION, -FROM THE INTERSECTION OF HIGHWAY 66 AND HIGHWAY 166 RM 1
 HA1468'BEARS S70-51E, 177.25 FT (54.03 M) DIST.  -FROM RM 1 - INDIANA DOT BM
 HA1468'V409 BEARS N88-16-19W, 477.83 FT (145.64 M) , LOCATED AT THE NW CORNER
 HA1468'OF THE HIGHWAY 66 BRIDGE.  RM NO 2 - SEARCHED - NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0517 ***********************************************************************
 HA0517  DESIGNATION -  DODD RM 1
 HA0517  PID         -  HA0517
 HA0517  STATE/COUNTY-  IN/PERRY
 HA0517  COUNTRY     -  US
 HA0517  USGS QUAD   -  CANNELTON (2019)
 HA0517
 HA0517                         *CURRENT SURVEY CONTROL
 HA0517  ______________________________________________________________________
 HA0517* NAD 83(1986) POSITION- 37 54 56.48   (N) 086 40 16.18   (W)   HD_HELD1
 HA0517* NAVD 88 ORTHO HEIGHT -   120.861 (meters)      396.52  (feet) ADJUSTED
 HA0517  ______________________________________________________________________
 HA0517  GEOID HEIGHT    -        -32.064 (meters)                     GEOID18
 HA0517  DYNAMIC HEIGHT  -        120.775 (meters)      396.24  (feet) COMP
 HA0517  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 HA0517
 HA0517  VERT ORDER      -  FIRST     CLASS II
 HA0517
 HA0517.The horizontal coordinates were determined by differentially corrected
 HA0517.hand held GPS observations or other comparable positioning techniques
 HA0517.and have an estimated accuracy of +/- 3 meters.
 HA0517
 HA0517.The orthometric height was determined by differential leveling and
 HA0517.adjusted by the NATIONAL GEODETIC SURVEY
 HA0517.in June 1991.
 HA0517
 HA0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0517.GEOID18 height accuracy estimate available here.
 HA0517
 HA0517.Click photographs - Photos may exist for this station.
 HA0517
 HA0517.The dynamic height is computed by dividing the NAVD 88
 HA0517.geopotential number by the normal gravity value computed on the
 HA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0517.degrees latitude (g = 980.6199 gals.).
 HA0517
 HA0517.The modeled gravity was interpolated from observed gravity values.
 HA0517
 HA0517;                    North         East    Units  Estimated Accuracy
 HA0517;SPC IN W     -   296,216.3     936,242.4     MT  (+/- 3 meters HH1 GPS) 
 HA0517
 HA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2890496511(NAD 83)
 HA0517
 HA0517                          SUPERSEDED SURVEY CONTROL
 HA0517
 HA0517  NGVD 29 (??/??/92)  120.967  (m)          396.87   (f) ADJ UNCH    1 2
 HA0517
 HA0517.Superseded values are not recommended for survey control.
 HA0517
 HA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0517.See file dsdata.pdf to determine how the superseded data were derived.
 HA0517
 HA0517_MARKER: DR = REFERENCE MARK DISK
 HA0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0517_STAMPING: DODD NO 1 1946
 HA0517_MARK LOGO: CGS
 HA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0517+STABILITY: SURFACE MOTION
 HA0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0517+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2000
 HA0517
 HA0517  HISTORY     - Date     Condition        Report By
 HA0517  HISTORY     - 1946     MONUMENTED       CGS
 HA0517  HISTORY     - 1965     GOOD             CGS
 HA0517  HISTORY     - 20000308 GOOD             LOCSUR
 HA0517  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0517
 HA0517                          STATION DESCRIPTION
 HA0517
 HA0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0517'5.1 MI E FROM CANNELTON.
 HA0517'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE PERRY COUNTY
 HA0517'COURTHOUSE AT CANNELTON, IN SECTION 7, T 7 S, R 2 W, 173 FEET
 HA0517'EAST OF THE CENTER OF A JUNCTION OF STATE HIGHWAYS 66 AND 166,
 HA0517'AT A CURVE IN STATE HIGHWAY 166, 41 FEET NORTH OF THE CENTER
 HA0517'LINE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF A PRIVATE
 HA0517'ROAD LEADING NORTH, 38 FEET WEST OF THE CENTER LINE OF A PRIVATE
 HA0517'DRIVEWAY WHICH PASSES THROUGH A GATE TO A TWO-STORY HOUSE, 75 1/2
 HA0517'FEET EAST OF A POWER POLE, 160 FEET WEST OF BENCH MARK TT B 1
 HA0517'(USE), 1 FOOT SOUTH OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HA0517'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0517'6 INCHES.
 HA0517
 HA0517                          STATION RECOVERY (2000)
 HA0517
 HA0517'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DHH)
 HA0517'FROM RM1 AN INDOT BRASS CAP CONTROL STATION MKD. V409 IS LOCATED ATBUT
 HA0517'THE NORTHWEST CORNER OF HIGHWAY BRIDGE AND BEARS N.88*28'38'W., 477.88
 HA0517'FT. DISTANCE.  THE INTERSECTION OF HWY'S 66 AND 166 BEARS N.71*W., 180
 HA0517'FT.
 HA0517
 HA0517                          STATION RECOVERY (2023)
 HA0517
 HA0517'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0517'LOCATION IS NOW A DRIVEWAY.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1873 ***********************************************************************
 KA1873  DESIGNATION -  DODDSVILLE
 KA1873  PID         -  KA1873
 KA1873  STATE/COUNTY-  IN/SULLIVAN
 KA1873  COUNTRY     -  US
 KA1873  USGS QUAD   -  FAIRBANKS (2019)
 KA1873
 KA1873                         *CURRENT SURVEY CONTROL
 KA1873  ______________________________________________________________________
 KA1873* NAD 83(1997) POSITION- 39 08 20.44508(N) 087 31 12.05340(W)   ADJUSTED
 KA1873* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 KA1873  ______________________________________________________________________
 KA1873  GEOID HEIGHT    -        -32.179 (meters)                     GEOID18
 KA1873  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 KA1873  HORZ ORDER      -  FIRST
 KA1873
 KA1873.The horizontal coordinates were established by classical geodetic methods
 KA1873.and adjusted by the National Geodetic Survey in May 1999.
 KA1873
 KA1873.The orthometric height was scaled from a topographic map.
 KA1873
 KA1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1873.GEOID18 height accuracy estimate available here.
 KA1873
 KA1873.Click photographs - Photos may exist for this station.
 KA1873
 KA1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1873
 KA1873. The following values were computed from the NAD 83(1997) position.
 KA1873
 KA1873;                    North         East     Units Scale Factor Converg.
 KA1873;SPC IN W     -   432,019.315   862,247.167   MT  0.99998421   -0 16 32.3
 KA1873;SPC IN W     - 1,417,383.37  2,828,889.25   sFT  0.99998421   -0 16 32.3
 KA1873;UTM  16      - 4,332,331.867   455,059.121   MT  0.99962487   -0 19 41.7
 KA1873
 KA1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1873!SPC IN W     -   0.99997495  x   0.99998421  =   0.99995916
 KA1873!UTM  16      -   0.99997495  x   0.99962487  =   0.99959983
 KA1873
 KA1873:                Primary Azimuth Mark                     Grid Az
 KA1873:SPC IN W     -  MEROM COLLEGE 2                          201 49 12.4
 KA1873:UTM  16      -  MEROM COLLEGE 2                          201 52 21.8
 KA1873
 KA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5505932331(NAD 83)
 KA1873
 KA1873|---------------------------------------------------------------------|
 KA1873| PID    Reference Object                     Distance      Geod. Az  |
 KA1873|                                                           dddmmss.s |
 KA1873| CM3424 DODDSVILLE RM 1                      42.704 METERS 02838     |
 KA1873| KA1875 MEROM COLLEGE 2                     APPROX.10.5 KM 2013240.1 |
 KA1873| CM3425 DODDSVILLE RM 2                      24.533 METERS 27455     |
 KA1873| CM3423 DODDSVILLE AZ MK                                   2905018.1 |
 KA1873| CM3426 DODDSVILLE RM 3                      20.780 METERS 34207     |
 KA1873|---------------------------------------------------------------------|
 KA1873
 KA1873                          SUPERSEDED SURVEY CONTROL
 KA1873
 KA1873  NAD 83(1986)-  39 08 20.45242(N)    087 31 12.04749(W) AD(       ) 1
 KA1873  NAD 27      -  39 08 20.30340(N)    087 31 11.96560(W) AD(       ) 1
 KA1873
 KA1873.Superseded values are not recommended for survey control.
 KA1873
 KA1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1873.See file dsdata.pdf to determine how the superseded data were derived.
 KA1873
 KA1873_MARKER: DS = TRIANGULATION STATION DISK
 KA1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1873_STAMPING: DODDSVILLE 1947
 KA1873_MARK LOGO: CGS
 KA1873_PROJECTION: RECESSED 30 CENTIMETERS
 KA1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1873+STABILITY: SURFACE MOTION
 KA1873
 KA1873  HISTORY     - Date     Condition        Report By
 KA1873  HISTORY     - 1947     MONUMENTED       CGS
 KA1873  HISTORY     - 1965     GOOD             CGS
 KA1873  HISTORY     - 1974     GOOD             BRADY
 KA1873
 KA1873                          STATION DESCRIPTION
 KA1873
 KA1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1873'THE STATION IS LOCATED ON A PROMINENT CULTIVATED HILL, ABOUT 6-1/2
 KA1873'MILES NORTH-NORTHEAST OF MEROM, 1 MILE SOUTH OF DODDSVILLE, 1/2
 KA1873'MILE EAST OF STATE HIGHWAY 63, AND ON LAND OWNED BY MR. C.B. LAWHEAD.
 KA1873'THE MARK IS ABOUT 150 YARDS SOUTH OF MR. LAWHEADS FARM HOME,
 KA1873'92 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND
 KA1873'13.8 FEET SOUTH OF A WITNESS POST. THE MARK IS 12-INCHES
 KA1873'UNDERGROUND, AND THE DISK IS STAMPED DODDSVILLE 1947.
 KA1873'
 KA1873'REFERENCE MARK NO.1 IS 140.10 FEET NORTH-NORTHEAST OF THE STATION AND
 KA1873'26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD.
 KA1873'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DODDSVILLE
 KA1873'NO 1 1947.
 KA1873'
 KA1873'REFERENCE MARK NO. 2 IS 80.49 FEET WEST OF THE STATION AND 2.4 FEET
 KA1873'WEST OF A LARGE FENCE CORNER POST. THE MARK IS FLUSH WITH THE
 KA1873'GROUND, AND THE DISK IS STAMPED DODDSVILLE NO 2 1947.
 KA1873'
 KA1873'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST-NORTHWEST OF THE
 KA1873'STATION, 31.3 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 63, 3
 KA1873'FEET WEST OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE
 KA1873'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DODDSVILLE 1947.
 KA1873'
 KA1873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 154 AND 63
 KA1873'IN GRAYSVILLE, GO NORTH ON THE LATTER FOR 2.9 MILES TO THE TOP
 KA1873'OF A LOW HILL AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KA1873'CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO A SIDE ROAD ON THE
 KA1873'RIGHT. TURN RIGHT, EAST, AND GO ON THE MAIN GRAVELED ROAD FOR 0.4
 KA1873'MILE TO THE FARM HOME OF MR. LAWHEAD ON THE LEFT, AND THE
 KA1873'STATION ON THE RIGHT.
 KA1873'
 KA1873'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1873
 KA1873                          STATION RECOVERY (1965)
 KA1873
 KA1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KA1873'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KA1873'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS
 KA1873'FOUND DISPLACED. CORN IN THE CULTIVATED FIELD OBSTRUCTED THE AZIMUTH
 KA1873'MARK.
 KA1873'
 KA1873'REFERENCE MARK NO. 3 WAS SET.
 KA1873'
 KA1873'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KA1873'
 KA1873'THE STATION IS LOCATED ON A PROMINENT CULTIVATED HILL, ABOUT 6-1/2
 KA1873'MILES NORTH-NORTHEAST OF MEROM, 1 MILE SOUTH OF DODDSVILLE, 1/2
 KA1873'MILE EAST OF STATE HIGHWAY 63, AND ON LAND OWNED BY MR. C.B. LAWHEAD.
 KA1873'
 KA1873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 154
 KA1873'IN GRAYSVILLE, GO NORTH ON STATE HIGHWAY 63 FOR 2.35 MILES TO THE
 KA1873'AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 63 FOR 0.1 MILE
 KA1873'TO A SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO EAST ON A
 KA1873'GRAVELED ROAD FOR 0.4 MILE TO MR. LAWHEADS FARMHOUSE ON THE LEFT AND
 KA1873'THE STATION ON THE RIGHT IN A CULTIVATED FIELD.
 KA1873'
 KA1873'STATION MARK, A STANDARD DISK STAMPED DODDSVILLE 1947, IS SET IN THE
 KA1873'TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE SURFACE
 KA1873'OF THE GROUND. IT IS ABOUT 150 YARDS SOUTH OF MR. LAWHEADS
 KA1873'FARMHOUSE, AND 92 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KA1873'ROAD.
 KA1873'
 KA1873'REFERENCE MARK NO.1, A STANDARD DISK STAMPED DODDSVILLE NO 1 1947, IS
 KA1873'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KA1873'SURFACE OF THE GROUND. IT IS 26 FEET NORTH OF THE CENTER OF THE
 KA1873'GRAVELED ROAD, 4 FEET EAST OF THE BASE OF AN EVERGREEN TREE, AND
 KA1873'AT THE SOUTH-WEST CORNER OF A YARD.
 KA1873'
 KA1873'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DODDSVILLE NO 3 1947,
 KA1873'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KA1873'INCHES. IT IS 78 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH
 KA1873'INTO THE CULTIVATED FIELD, 25 FEET SOUTH OF THE CENTER OF THE
 KA1873'GRAVELED ROAD, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 KA1873'
 KA1873'AZIMUTH MARK, A STANDARD DISK STAMPED DODDSVILLE 1947, IS SET IN THE
 KA1873'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 60
 KA1873'FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 63, 1 FOOT EAST OF
 KA1873'A WIRE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND ON THE
 KA1873'TOP OF A HIGH BANK.
 KA1873
 KA1873                          STATION RECOVERY (1974)
 KA1873
 KA1873'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 KA1873'DODDSVILLE 1947 RECOVERED IN GOOD CONDITION - NO. WITNESS POST.
 KA1873'
 KA1873'DODDSVILLE 1947 (AZIM) RECOVERED IN GOOD CONDITION.
 KA1873'
 KA1873'DODDSVILLE NO 1 1947 RECOVERED IN GOOD CONDITION - NO WITNESS POST.
 KA1873'
 KA1873'DODDSVILLE NO 2 1947 RECOVERED IN GOOD CONDITION.
 KA1873'
 KA1873'LINE OF SIGHT BETWEEN STATION AND AZIM. MARK IS BLOCKED BY TREE
 KA1873'LINES.
 KA1873'
 KA1873'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 M S OF DODDSVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1743 ***********************************************************************
 JA1743  DESIGNATION -  DOGWOOD
 JA1743  PID         -  JA1743
 JA1743  STATE/COUNTY-  IN/HARRISON
 JA1743  COUNTRY     -  US
 JA1743  USGS QUAD   -  LACONIA (2019)
 JA1743
 JA1743                         *CURRENT SURVEY CONTROL
 JA1743  ______________________________________________________________________
 JA1743* NAD 83(1997) POSITION- 38 05 01.40932(N) 086 04 14.09496(W)   ADJUSTED
 JA1743* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 JA1743  ______________________________________________________________________
 JA1743  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JA1743  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 JA1743  HORZ ORDER      -  FIRST
 JA1743
 JA1743.The horizontal coordinates were established by classical geodetic methods
 JA1743.and adjusted by the National Geodetic Survey in May 1999.
 JA1743
 JA1743.The orthometric height was scaled from a topographic map.
 JA1743
 JA1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1743.GEOID18 height accuracy estimate available here.
 JA1743
 JA1743.Click photographs - Photos may exist for this station.
 JA1743
 JA1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1743
 JA1743. The following values were computed from the NAD 83(1997) position.
 JA1743
 JA1743;                    North         East     Units Scale Factor Converg.
 JA1743;SPC IN E     -   314,863.985    64,564.611   MT  0.99998213   -0 14 56.9
 JA1743;SPC IN E     - 1,033,016.26    211,825.73   sFT  0.99998213   -0 14 56.9
 JA1743;SPC IN W     -   315,271.319   988,849.378   MT  1.00006386   +0 37 29.0
 JA1743;SPC IN W     - 1,034,352.65  3,244,250.00   sFT  1.00006386   +0 37 29.0
 JA1743;SPC KY1Z     - 1,194,311.606 1,471,877.088   MT  0.99991146   -0 11 48.6
 JA1743;SPC KY1Z     - 3,918,337.33  4,828,983.41   sFT  0.99991146   -0 11 48.6
 JA1743;SPC KY S     -   694,306.297   471,873.727   MT  1.00003091   -0 11 39.9
 JA1743;SPC KY S     - 2,277,903.24  1,548,139.05   sFT  1.00003091   -0 11 39.9
 JA1743;UTM  16      - 4,215,512.317   581,508.427   MT  0.99968182   +0 34 23.9
 JA1743
 JA1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1743!SPC IN E     -   0.99996974  x   0.99998213  =   0.99995187
 JA1743!SPC IN W     -   0.99996974  x   1.00006386  =   1.00003359
 JA1743!SPC KY1Z     -   0.99996974  x   0.99991146  =   0.99988120
 JA1743!SPC KY S     -   0.99996974  x   1.00003091  =   1.00000065
 JA1743!UTM  16      -   0.99996974  x   0.99968182  =   0.99965157
 JA1743
 JA1743:                Primary Azimuth Mark                     Grid Az
 JA1743:SPC IN E     -  DOGWOOD AZ MK                            282 29 28.8
 JA1743:SPC IN W     -  DOGWOOD AZ MK                            281 37 02.9
 JA1743:SPC KY1Z     -  DOGWOOD AZ MK                            282 26 20.5
 JA1743:SPC KY S     -  DOGWOOD AZ MK                            282 26 11.8
 JA1743:UTM  16      -  DOGWOOD AZ MK                            281 40 08.0
 JA1743
 JA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8150815512(NAD 83)
 JA1743
 JA1743|---------------------------------------------------------------------|
 JA1743| PID    Reference Object                     Distance      Geod. Az  |
 JA1743|                                                           dddmmss.s |
 JA1743| CG8536 DOGWOOD RM 1                         23.643 METERS 05616     |
 JA1743| CG8535 DOGWOOD AZ MK                                      2821431.9 |
 JA1743| CG8537 DOGWOOD RM 2                         30.940 METERS 32601     |
 JA1743| JA1742 DOGWOOD ST MICHAELS CATH CH         APPROX. 1.6 KM 3484220.5 |
 JA1743|---------------------------------------------------------------------|
 JA1743
 JA1743                          SUPERSEDED SURVEY CONTROL
 JA1743
 JA1743  NAD 83(1993)-  38 05 01.40958(N)    086 04 14.09544(W) AD(       ) 1
 JA1743  NAD 83(1986)-  38 05 01.41497(N)    086 04 14.10142(W) AD(       ) 1
 JA1743  NAD 27      -  38 05 01.15300(N)    086 04 14.22000(W) AD(       ) 1
 JA1743
 JA1743.Superseded values are not recommended for survey control.
 JA1743
 JA1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1743.See file dsdata.pdf to determine how the superseded data were derived.
 JA1743
 JA1743_MARKER: DS = TRIANGULATION STATION DISK
 JA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1743_STAMPING: DOGWOOD 1947
 JA1743_MARK LOGO: CGS
 JA1743_PROJECTION: FLUSH
 JA1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1743+STABILITY: SURFACE MOTION
 JA1743
 JA1743  HISTORY     - Date     Condition        Report By
 JA1743  HISTORY     - 1947     MONUMENTED       CGS
 JA1743
 JA1743                          STATION DESCRIPTION
 JA1743
 JA1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1743'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE VILLAGE OF
 JA1743'LACONIA, 0.1 MILE NORTH OF STATE HIGHWAY 11, AND ON LAND OWNED
 JA1743'BY R.L. BEELER. IT IS 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JA1743'LARGE BARN, AND 70 FEET WEST OF A FENCE LINE. THE MARK IS FLUSH
 JA1743'WITH THE GROUND, AND THE DISK IS STAMPED DOGWOOD 1947.
 JA1743'
 JA1743'REFERENCE MARK NO. 1 IS 77.57 FEET NORTHEAST OF THE STATION, 2 FEET
 JA1743'SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE. THE
 JA1743'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOGWOOD NO 1 1947.
 JA1743'
 JA1743'REFERENCE MARK NO. 2 IS 101.51 FEET NORTHWEST OF THE STATION, AND 1
 JA1743'FOOT SOUTH OF THE SOUTHEAST CORNER OF A LARGE BARN. THE MARK
 JA1743'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOGWOOD NO 2 1947.
 JA1743'
 JA1743'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION AND DIRECTLY ACROSS
 JA1743'THE HIGHWAY FROM LUIE BACKHERMS FARM HOUSE. IT IS 20 FEET WEST
 JA1743'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET NORTH OF A
 JA1743'WITNESS POST, 1/2 FOOT EAST OF A FENCE LINE, AND ON THE EASTERN
 JA1743'EDGE OF A CULTIVATED FIELD. THE MARK PROJECTS 6 INCHES, AND THE DISK
 JA1743'IS STAMPED DOGWOOD 1947.
 JA1743'
 JA1743'TO REACH THE STATION FROM THE SMALL VILLAGE OF LACONIA, GO NORTH ON
 JA1743'STATE HIGHWAY 11 FOR 4.1 MILES TO A BOARD GATE ON THE LEFT,
 JA1743'PASS THROUGH GATE AND GO NORTH 0.1 MILE TO A LARGE BARN ON THE HILL
 JA1743'AND STATION AS DESCRIBED.
 JA1743'
 JA1743'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE TO
 JA1743'STATE HIGHWAY 11, TURN RIGHT AND GO 0.15 MILE TO A CROSSROAD,
 JA1743'TURN RIGHT ON GRAVELED ROAD AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 JA1743'THE LEFT.
 JA1743'
 JA1743'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1742 ***********************************************************************
 JA1742  DESIGNATION -  DOGWOOD ST MICHAELS CATH CH
 JA1742  PID         -  JA1742
 JA1742  STATE/COUNTY-  IN/HARRISON
 JA1742  COUNTRY     -  US
 JA1742  USGS QUAD   -  LACONIA (2019)
 JA1742
 JA1742                         *CURRENT SURVEY CONTROL
 JA1742  ______________________________________________________________________
 JA1742* NAD 83(1997) POSITION- 38 05 53.68546(N) 086 04 27.30669(W)   ADJUSTED
 JA1742  ______________________________________________________________________
 JA1742  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 JA1742  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 JA1742  HORZ ORDER      -  THIRD
 JA1742
 JA1742.The horizontal coordinates were established by classical geodetic methods
 JA1742.and adjusted by the National Geodetic Survey in May 1999.
 JA1742
 JA1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1742.GEOID18 height accuracy estimate available here.
 JA1742
 JA1742.Click photographs - Photos may exist for this station.
 JA1742
 JA1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1742
 JA1742. The following values were computed from the NAD 83(1997) position.
 JA1742
 JA1742;                    North         East     Units Scale Factor Converg.
 JA1742;SPC IN E     -   316,477.169    64,249.721   MT  0.99998240   -0 15 05.4
 JA1742;SPC IN E     - 1,038,308.85    210,792.63   sFT  0.99998240   -0 15 05.4
 JA1742;UTM  16      - 4,217,120.330   581,170.512   MT  0.99968114   +0 34 16.4
 JA1742
 JA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8117017120(NAD 83)
 JA1742
 JA1742                          SUPERSEDED SURVEY CONTROL
 JA1742
 JA1742  NAD 83(1993)-  38 05 53.68562(N)    086 04 27.30717(W) AD(       ) 3
 JA1742  NAD 83(1986)-  38 05 53.69103(N)    086 04 27.31310(W) AD(       ) 3
 JA1742  NAD 27      -  38 05 53.43000(N)    086 04 27.43000(W) AD(       ) 3
 JA1742
 JA1742.Superseded values are not recommended for survey control.
 JA1742
 JA1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1742.See file dsdata.pdf to determine how the superseded data were derived.
 JA1742
 JA1742_MARKER: 91 = CHURCH CROSS
 JA1742
 JA1742  HISTORY     - Date     Condition        Report By
 JA1742  HISTORY     - 1947     FIRST OBSERVED   CGS
 JA1742
 JA1742                          STATION DESCRIPTION
 JA1742
 JA1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1742'THE CHURCH IS LOCATED ABOUT 1 MILE SOUTHEAST OF DOGWOOD.  IT IS A
 JA1742'WOODEN CHURCH ABOUT 80 FEET HIGH.  THE POINT INTERSECTED WAS THE
 JA1742'CROSS ON THE TOP.
 JA1742'
 JA1742'TO REACH THE STATION FROM THE MAIN STORE IN DOGWOOD, GO SOUTH ON THE
 JA1742'MAIN GRAVEL ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 JA1742'LEFT, EAST, AND GO ON THE MAIN DIRT ROAD FOR 0.45 MILE TO THE CHURCH
 JA1742'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2010 ***********************************************************************
 LA2010  DESIGNATION -  DOMESTIC
 LA2010  PID         -  LA2010
 LA2010  STATE/COUNTY-  IN/ADAMS
 LA2010  COUNTRY     -  US
 LA2010  USGS QUAD   -  DOMESTIC (2019)
 LA2010
 LA2010                         *CURRENT SURVEY CONTROL
 LA2010  ______________________________________________________________________
 LA2010* NAD 83(1997) POSITION- 40 35 53.39482(N) 085 02 26.94960(W)   ADJUSTED
 LA2010* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2010  ______________________________________________________________________
 LA2010  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 LA2010  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 LA2010  HORZ ORDER      -  THIRD
 LA2010
 LA2010.The horizontal coordinates were established by classical geodetic methods
 LA2010.and adjusted by the National Geodetic Survey in May 1999.
 LA2010
 LA2010.The orthometric height was scaled from a topographic map.
 LA2010
 LA2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2010.GEOID18 height accuracy estimate available here.
 LA2010
 LA2010.Click photographs - Photos may exist for this station.
 LA2010
 LA2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2010
 LA2010. The following values were computed from the NAD 83(1997) position.
 LA2010
 LA2010;                    North         East     Units Scale Factor Converg.
 LA2010;SPC IN E     -   594,124.196   152,972.669   MT  1.00000119   +0 24 26.2
 LA2010;SPC IN E     - 1,949,222.47    501,877.83   sFT  1.00000119   +0 24 26.2
 LA2010;UTM  16      - 4,495,995.902   665,771.722   MT  0.99993826   +1 16 30.8
 LA2010
 LA2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2010!SPC IN E     -   0.99996406  x   1.00000119  =   0.99996525
 LA2010!UTM  16      -   0.99996406  x   0.99993826  =   0.99990232
 LA2010
 LA2010:                Primary Azimuth Mark                     Grid Az
 LA2010:SPC IN E     -  DOMESTIC AZ MK                           177 20 55.6
 LA2010:UTM  16      -  DOMESTIC AZ MK                           176 28 51.0
 LA2010
 LA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6577195995(NAD 83)
 LA2010
 LA2010|---------------------------------------------------------------------|
 LA2010| PID    Reference Object                     Distance      Geod. Az  |
 LA2010|                                                           dddmmss.s |
 LA2010| CC8628 DOMESTIC RM 1                        27.546 METERS 04924     |
 LA2010| CC8627 DOMESTIC AZ MK                                     1774521.8 |
 LA2010| CC8629 DOMESTIC RM 2                        24.416 METERS 21617     |
 LA2010|---------------------------------------------------------------------|
 LA2010
 LA2010                          SUPERSEDED SURVEY CONTROL
 LA2010
 LA2010  NAD 83(1995)-  40 35 53.39495(N)    085 02 26.95289(W) AD(       ) 3
 LA2010  NAD 83(1986)-  40 35 53.39720(N)    085 02 26.96472(W) AD(       ) 3
 LA2010  NAD 27      -  40 35 53.23200(N)    085 02 27.07400(W) AD(       ) 3
 LA2010
 LA2010.Superseded values are not recommended for survey control.
 LA2010
 LA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2010.See file dsdata.pdf to determine how the superseded data were derived.
 LA2010
 LA2010_MARKER: DS = TRIANGULATION STATION DISK
 LA2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2010_STAMPING: DOMESTIC 1955
 LA2010_MARK LOGO: CGS
 LA2010_PROJECTION: FLUSH
 LA2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2010+STABILITY: SURFACE MOTION
 LA2010
 LA2010  HISTORY     - Date     Condition        Report By
 LA2010  HISTORY     - 1955     MONUMENTED       CGS
 LA2010
 LA2010                          STATION DESCRIPTION
 LA2010
 LA2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2010'THE STATION IS LOCATED 11 MILES SOUTHEAST OF BLUFFTON, 6 MILES
 LA2010'SOUTHWEST OF BERNE AND 4 MILES WEST OF GENEVA.
 LA2010'
 LA2010'IT IS 78 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 30 FEET WEST OF
 LA2010'THE CENTER OF STATE HIGHWAY 116, 27 FEET NORTH-NORTHWEST OF A TWIN
 LA2010'HICKORY TREE, 9.5 FEET EAST OF A WIRE FENCE, 9 FEET EAST OF A WHITE 4
 LA2010'INCH X 4 INCH WITNESS POST, AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 LA2010'116.
 LA2010'
 LA2010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2010'HIGHWAY 116 IN GENEVA, GO WEST ON STATE HIGHWAY 116 FOR 4.4 MILES TO
 LA2010'WHERE THE HIGHWAY TURNS FROM WEST TO NORTH AND THE AZIMUTH MARK IN THE
 LA2010'NORTHEAST CORNER OF THE INTERSECTION, TURN RIGHT (NORTH) FOLLOW THE
 LA2010'HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2010'
 LA2010'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2010'DOMESTIC 1955.
 LA2010'
 LA2010'REFERENCE MARK 1 IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 13
 LA2010'FEET NORTH OF A POWERLINE POLE.  THE MARK PROJECTS 5 INCHES, AND THE
 LA2010'DISK IS STAMPED DOMESTIC NO 1 1955.
 LA2010'
 LA2010'REFERENCE MARK 2 IS 78 FEET WEST OF THE CENTER OF THE HIGHWAY, 36 FEET
 LA2010'WEST OF A FENCE CORNER, 17 FEET NORTH OF THE CENTER OF THE GRAVELED
 LA2010'ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES,
 LA2010'AND THE DISK IS STAMPED DOMESTIC NO 2 1955.
 LA2010'
 LA2010'THE AZIMUTH MARK IS 0.05 MILE NORTHEAST OF A STORE AND GAS STATION, 43
 LA2010'FEET EAST OF THE CENTER OF THE HIGHWAY, 5 FEET NORTH OF A POWERLINE
 LA2010'POLE, AND 3.5 FEET NORTHEAST OF A WHITE 4 INCH X 4 INCH WITNESS POST.
 LA2010'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOMESTIC 1955.
 LA2010'
 LA2010'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2175 ***********************************************************************
 LA2175  DESIGNATION -  DORA
 LA2175  PID         -  LA2175
 LA2175  STATE/COUNTY-  IN/HUNTINGTON
 LA2175  COUNTRY     -  US
 LA2175  USGS QUAD   -  ANDREWS (2019)
 LA2175
 LA2175                         *CURRENT SURVEY CONTROL
 LA2175  ______________________________________________________________________
 LA2175* NAD 83(1997) POSITION- 40 47 55.43205(N) 085 36 52.73838(W)   ADJUSTED
 LA2175* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LA2175  ______________________________________________________________________
 LA2175  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LA2175  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 LA2175  HORZ ORDER      -  SECOND
 LA2175
 LA2175.The horizontal coordinates were established by classical geodetic methods
 LA2175.and adjusted by the National Geodetic Survey in May 1999.
 LA2175
 LA2175.The orthometric height was scaled from a topographic map.
 LA2175
 LA2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2175.GEOID18 height accuracy estimate available here.
 LA2175
 LA2175.Click photographs - Photos may exist for this station.
 LA2175
 LA2175.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2175
 LA2175. The following values were computed from the NAD 83(1997) position.
 LA2175
 LA2175;                    North         East     Units Scale Factor Converg.
 LA2175;SPC IN E     -   616,208.939   104,389.609   MT  0.99996690   +0 02 02.4
 LA2175;SPC IN E     - 2,021,678.83    342,484.91   sFT  0.99996690   +0 02 02.4
 LA2175;UTM  16      - 4,517,337.952   616,865.478   MT  0.99976810   +0 54 19.1
 LA2175
 LA2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2175!SPC IN E     -   0.99996632  x   0.99996690  =   0.99993322
 LA2175!UTM  16      -   0.99996632  x   0.99976810  =   0.99973443
 LA2175
 LA2175:                Primary Azimuth Mark                     Grid Az
 LA2175:SPC IN E     -  DORA AZ MK                               087 26 19.7
 LA2175:UTM  16      -  DORA AZ MK                               086 34 03.0
 LA2175
 LA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1686517337(NAD 83)
 LA2175
 LA2175|---------------------------------------------------------------------|
 LA2175| PID    Reference Object                     Distance      Geod. Az  |
 LA2175|                                                           dddmmss.s |
 LA2175| LA1741 Q 203                                35.479 METERS 03106     |
 LA2175| CC8631 DORA RM 1                            46.345 METERS 06644     |
 LA2175| CC8630 DORA AZ MK                                         0872822.1 |
 LA2175| CC8632 DORA RM 2                            27.386 METERS 30951     |
 LA2175|---------------------------------------------------------------------|
 LA2175
 LA2175                          SUPERSEDED SURVEY CONTROL
 LA2175
 LA2175  NAD 83(1995)-  40 47 55.43461(N)    085 36 52.75029(W) AD(       ) 2
 LA2175  NAD 83(1986)-  40 47 55.43488(N)    085 36 52.75130(W) AD(       ) 2
 LA2175  NAD 27      -  40 47 55.27620(N)    085 36 52.83220(W) AD(       ) 2
 LA2175
 LA2175.Superseded values are not recommended for survey control.
 LA2175
 LA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2175.See file dsdata.pdf to determine how the superseded data were derived.
 LA2175
 LA2175_MARKER: DS = TRIANGULATION STATION DISK
 LA2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2175_STAMPING: DORA 1948
 LA2175_MARK LOGO: CGS
 LA2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2175+STABILITY: SURFACE MOTION
 LA2175
 LA2175  HISTORY     - Date     Condition        Report By
 LA2175  HISTORY     - 1948     MONUMENTED       CGS
 LA2175  HISTORY     - 1962     GOOD             FAS
 LA2175
 LA2175                          STATION DESCRIPTION
 LA2175
 LA2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2175'THE STATION IS LOCATED 5 MILES SOUTH OF ANDREWS, 8 MILES SOUTHWEST OF
 LA2175'HUNTINGTON AND 4 MILES NORTHWEST OF MT ETNA ON THE SOUTH SIDE OF STATE
 LA2175'HIGHWAY NO. 105 ON PROPERTY OF MR. BURR HALLOWELL.
 LA2175'
 LA2175'IT IS 85 FEET SOUTH OF THE CENTER OF HIGHWAY AND 41 FEET WEST OF THE
 LA2175'CENTER OF DRIVEWAY.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LA2175'STAMPED DORA 1948.
 LA2175'
 LA2175'REFERENCE MARK NO. 1 IS 152.05 FEET NORTHEAST OF THE STATION.  IT IS
 LA2175'18 FEET SOUTH OF THE CENTER OF HIGHWAY AND 1 FOOT WEST OF A FENCELINE.
 LA2175'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DORA NO 1 1948.
 LA2175'
 LA2175'REFERENCE MARK NO. 2 IS 98.85 FEET NORTHWEST OF THE STATION.  IT IS 19
 LA2175'FEET SOUTH OF THE CENTER OF HIGHWAY, 2 FEET EAST OF A WHITE WITNESS
 LA2175'POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 LA2175'THE DISK IS STAMPED DORA NO 2 1948.
 LA2175'
 LA2175'Q 203 (USC AND GS) BM IS 116.40 FEET NORTHEAST OF THE STATION.  IT IS
 LA2175'33 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY AND GRAVEL DRIVEWAY
 LA2175'AND 18 FEET NORTH OF THE CENTER OF HIGHWAY.  THE MARK IS A 6 BY 6 INCH
 LA2175'CONCRETE POST WHICH PROJECTS 2 INCHES WITH A STANDARD USC AND GM BM
 LA2175'DISK STAMPED Q 203 1946.
 LA2175'
 LA2175'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 16 FEET SOUTH
 LA2175'OF THE CENTER OF HIGHWAY, 3 FEET WEST OF A WHITE WITNESS POST AND 1
 LA2175'FOOT WEST OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 LA2175'DISK IS STAMPED DORA 1948.
 LA2175'
 LA2175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 105 AND
 LA2175'NO. 224 WHICH IS 3 MILES WEST OF MT ETNA GO NORTH ON STATE HIGHWAY NO.
 LA2175'105 FOR 4.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 LA2175'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LA2175'
 LA2175'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2175
 LA2175                          STATION RECOVERY (1962)
 LA2175
 LA2175'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1962
 LA2175'STATION RECOVERED AS DESCRIBED.  ALL REFERENCE MARKS AND AZIMUTH MARK
 LA2175'FOUND IN GOOD SHAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1837 ***********************************************************************
 KA1837  DESIGNATION -  DRAKE
 KA1837  PID         -  KA1837
 KA1837  STATE/COUNTY-  IN/VIGO
 KA1837  COUNTRY     -  US
 KA1837  USGS QUAD   -  PIMENTO (2019)
 KA1837
 KA1837                         *CURRENT SURVEY CONTROL
 KA1837  ______________________________________________________________________
 KA1837* NAD 83(1997) POSITION- 39 22 06.45616(N) 087 28 30.50498(W)   ADJUSTED
 KA1837* NAVD 88 ORTHO HEIGHT -   148.    (meters)      486.    (feet) SCALED
 KA1837  ______________________________________________________________________
 KA1837  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KA1837  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 KA1837  HORZ ORDER      -  SECOND
 KA1837
 KA1837.The horizontal coordinates were established by classical geodetic methods
 KA1837.and adjusted by the National Geodetic Survey in May 1999.
 KA1837
 KA1837.The orthometric height was scaled from a topographic map.
 KA1837
 KA1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1837.GEOID18 height accuracy estimate available here.
 KA1837
 KA1837.Click photographs - Photos may exist for this station.
 KA1837
 KA1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1837
 KA1837. The following values were computed from the NAD 83(1997) position.
 KA1837
 KA1837;                    North         East     Units Scale Factor Converg.
 KA1837;SPC IN W     -   457,474.220   866,236.984   MT  0.99998070   -0 14 54.7
 KA1837;SPC IN W     - 1,500,896.67  2,841,979.17   sFT  0.99998070   -0 14 54.7
 KA1837;UTM  16      - 4,357,773.934   459,070.919   MT  0.99962063   -0 18 05.0
 KA1837
 KA1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1837!SPC IN W     -   0.99998190  x   0.99998070  =   0.99996260
 KA1837!UTM  16      -   0.99998190  x   0.99962063  =   0.99960254
 KA1837
 KA1837:                Primary Azimuth Mark                     Grid Az
 KA1837:SPC IN W     -  NO 216                                   220 02 15.6
 KA1837:UTM  16      -  NO 216                                   220 05 25.9
 KA1837
 KA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5907057773(NAD 83)
 KA1837
 KA1837|---------------------------------------------------------------------|
 KA1837| PID    Reference Object                     Distance      Geod. Az  |
 KA1837|                                                           dddmmss.s |
 KA1837| KA1838 NO 217                               29.809 METERS 00518     |
 KA1837| KA1128 TT 19 D                              13.929 METERS 09032     |
 KA1837| KA1841 NO 216                              APPROX. 0.7 KM 2194720.9 |
 KA1837|---------------------------------------------------------------------|
 KA1837
 KA1837                          SUPERSEDED SURVEY CONTROL
 KA1837
 KA1837  NAD 83(1986)-  39 22 06.46287(N)    087 28 30.49783(W) AD(       ) 2
 KA1837  NAD 27      -  39 22 06.32680(N)    087 28 30.41840(W) AD(       ) 2
 KA1837
 KA1837.Superseded values are not recommended for survey control.
 KA1837
 KA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1837.See file dsdata.pdf to determine how the superseded data were derived.
 KA1837
 KA1837_MARKER: DS = TRIANGULATION STATION DISK
 KA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1837_STAMPING: DRAKE 1947
 KA1837_MARK LOGO: CGS
 KA1837_PROJECTION: RECESSED 30 CENTIMETERS
 KA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1837+STABILITY: SURFACE MOTION
 KA1837
 KA1837  HISTORY     - Date     Condition        Report By
 KA1837  HISTORY     - 1947     MONUMENTED       CGS
 KA1837
 KA1837                          STATION DESCRIPTION
 KA1837
 KA1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1837'STATION IS ON PROPERTY OF MRS. T.A. DRAKE, 0.1 MILE SOUTH-SOUTHWEST
 KA1837'OF THE POST OFFICE IN PRAIRIETON VIA STATE HIGHWAY 63, 80
 KA1837'FEET WEST OF THE NORTHWEST CORNER OF THE METHODIST CHURCH, 67 FEET
 KA1837'EAST OF THE CENTERLINE OF HIGHWAY 63, AND 42 FEET SOUTH OF
 KA1837'CENTER OF PAVED STREET. THE SUB-SURFACE DISK IS ERRONEOUSLY STAMPED
 KA1837'TT 19D 1947. THE SURFACE MARK IS 12 INCHES UNDERGROUND, AND THE
 KA1837'DISK IS STAMPED DRAKE 1947.
 KA1837'
 KA1837'TT 19D 1938 U.S.G.S.,USED AS THE FIRST REFERENCE MARK, IS 45.70 FEET
 KA1837'EAST OF STATION, 41 FEET SOUTH OF PAVED STREET, AND 36 FEET WEST
 KA1837'OF THE NORTHWEST CORNER OF THE CHURCH. THE MARK IS FLUSH WITH THE
 KA1837'GROUND, AND THE DISK IS STAMPED TT 19D 1938 484.
 KA1837'
 KA1837'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 217
 KA1837'C.W.A.,USED AS THE SECOND REFERENCE MARK, IS 97.80 FEET NORTH OF
 KA1837'STATION, 58 FEET NORTH OF PAVED STREET, 34 FEET SOUTHWEST OF THE
 KA1837'SOUTHWEST CORNER OF ANNA HARRISS HOUSE AND 26 FEET EAST OF
 KA1837'CENTERLINE OF HIGHWAY 63. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1837'DISK IS STAMPED 217.
 KA1837'
 KA1837'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 216
 KA1837'C.W.A.,USED AS AZIMUTH MARK, IS 0.4 MILE
 KA1837'SOUTH-SOUTHWEST OF STATION VIA STATE HIGHWAY 63, 143 FEET NORTH OF
 KA1837'APPROXIMATE CENTERLINE OF BERNARD MORRISS DRIVEWAY
 KA1837'ENTRANCE, 25 FEET EAST OF CENTERLINE OF HIGHWAY 63,AND 3 FEET NORTH
 KA1837'OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES, AND
 KA1837'THE DISK IS STAMPED 216.
 KA1837'
 KA1837'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1837'SURVEY.
 KA1837'
 KA1837'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1262 ***********************************************************************
 JA1262  DESIGNATION -  DRESS
 JA1262  PID         -  JA1262
 JA1262  STATE/COUNTY-  IN/VANDERBURGH
 JA1262  COUNTRY     -  US
 JA1262  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1262
 JA1262                         *CURRENT SURVEY CONTROL
 JA1262  ______________________________________________________________________
 JA1262* NAD 83(1997) POSITION- 38 02 12.51505(N) 087 31 56.51930(W)   ADJUSTED
 JA1262* NAVD 88 ORTHO HEIGHT -   115.958 (meters)      380.44  (feet) POSTED
 JA1262  ______________________________________________________________________
 JA1262  GEOID HEIGHT    -        -31.151 (meters)                     GEOID18
 JA1262  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 JA1262  DYNAMIC HEIGHT  -        115.88  (meters)      380.2   (feet) COMP
 JA1262  MODELED GRAVITY -    979,942.1   (mgal)                       NAVD 88
 JA1262
 JA1262  HORZ ORDER      -  SECOND
 JA1262  VERT ORDER      -  * POSTED, SEE BELOW
 JA1262
 JA1262.This mark is at Evansville Airport (EVV)
 JA1262
 JA1262.The horizontal coordinates were established by classical geodetic methods
 JA1262.and adjusted by the National Geodetic Survey in May 1999.
 JA1262
 JA1262.The orthometric height was determined by differential leveling
 JA1262.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1262
 JA1262.* This is a POSTED BENCH MARK height.
 JA1262
 JA1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1262.GEOID18 height accuracy estimate available here.
 JA1262
 JA1262.Click photographs - Photos may exist for this station.
 JA1262
 JA1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1262
 JA1262.The dynamic height is computed by dividing the NAVD 88
 JA1262.geopotential number by the normal gravity value computed on the
 JA1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1262.degrees latitude (g = 980.6199 gals.).
 JA1262
 JA1262.The modeled gravity was interpolated from observed gravity values.
 JA1262
 JA1262. The following values were computed from the NAD 83(1997) position.
 JA1262
 JA1262;                    North         East     Units Scale Factor Converg.
 JA1262;SPC IN W     -   309,674.831   860,581.252   MT  0.99998580   -0 16 36.1
 JA1262;SPC IN W     - 1,015,991.51  2,823,423.66   sFT  0.99998580   -0 16 36.1
 JA1262;UTM  16      - 4,210,032.883   453,282.855   MT  0.99962688   -0 19 40.9
 JA1262
 JA1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1262!SPC IN W     -   0.99998669  x   0.99998580  =   0.99997249
 JA1262!UTM  16      -   0.99998669  x   0.99962688  =   0.99961358
 JA1262
 JA1262:                Primary Azimuth Mark                     Grid Az
 JA1262:SPC IN W     -  AIRPORT BN DRESS APT EVANSVILL           253 39 17.7
 JA1262:UTM  16      -  AIRPORT BN DRESS APT EVANSVILL           253 42 22.5
 JA1262
 JA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5328210032(NAD 83)
 JA1262
 JA1262|---------------------------------------------------------------------|
 JA1262| PID    Reference Object                     Distance      Geod. Az  |
 JA1262|                                                           dddmmss.s |
 JA1262| JA1259 ARP                                  20.706 METERS 00021     |
 JA1262| JA2037 AIRPORT BN DRESS APT EVANSVILL      457.988 METERS 2532241.6 |
 JA1262| JA2035 DRESS MEMORIAL APT RADAR DOME       APPROX. 0.6 KM 2562448.4 |
 JA1262| JA2039 EVANSVILLE MUNICIPAL TANK           APPROX. 2.9 KM 2664733.1 |
 JA1262| JA2034 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 3.0 KM 2665617.9 |
 JA1262| CG8541 DRESS RM 1                           20.025 METERS 27742     |
 JA1262|---------------------------------------------------------------------|
 JA1262
 JA1262                          SUPERSEDED SURVEY CONTROL
 JA1262
 JA1262  NAD 83(1993)-  38 02 12.52112(N)    087 31 56.52146(W) AD(       ) 2
 JA1262  NAD 83(1986)-  38 02 12.52430(N)    087 31 56.52652(W) AD(       ) 2
 JA1262  NAD 27      -  38 02 12.38018(N)    087 31 56.45722(W) AD(       ) 2
 JA1262  NGVD 29 (??/??/92)  116.054  (m)          380.75   (f) ADJ UNCH    1 2
 JA1262  NGVD 29             116.05   (m)          380.7    (f) LEVELING    3  
 JA1262
 JA1262.Superseded values are not recommended for survey control.
 JA1262
 JA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1262.See file dsdata.pdf to determine how the superseded data were derived.
 JA1262
 JA1262_MARKER: DS = TRIANGULATION STATION DISK
 JA1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1262_STAMPING: DRESS 1961
 JA1262_MARK LOGO: CGS
 JA1262_PROJECTION: FLUSH
 JA1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1262+STABILITY: SURFACE MOTION
 JA1262
 JA1262  HISTORY     - Date     Condition        Report By
 JA1262  HISTORY     - 1961     MONUMENTED       CGS
 JA1262  HISTORY     - 1961     GOOD             CGS
 JA1262  HISTORY     - 1965     GOOD             CGS
 JA1262  HISTORY     - 1965     GOOD             CGS
 JA1262  HISTORY     - 1966     GOOD             CGS
 JA1262  HISTORY     - 1970     GOOD             NGS
 JA1262  HISTORY     - 1970     GOOD             NGS
 JA1262  HISTORY     - 1973     GOOD             NGS
 JA1262  HISTORY     - 1977     GOOD             NGS
 JA1262  HISTORY     - 1980     GOOD             NGS
 JA1262  HISTORY     - 1985     GOOD             NGS
 JA1262  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 JA1262
 JA1262                          STATION DESCRIPTION
 JA1262
 JA1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA1262'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE AT THE DRESS
 JA1262'MEMORIAL AIRPORT.
 JA1262'
 JA1262'TO REACH THE STATION FROM THE CONTROL TOWER AT THE AIRPORT, GO
 JA1262'EASTERLY ACROSS RUNWAY FOR 0.3 MILE TO THE STATION ON EAST SIDE OF
 JA1262'RUNWAY AS DESCRIBED.
 JA1262'
 JA1262'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A 12
 JA1262'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JA1262'GROUND AND IS STAMPED DRESS 1961.  THE MARK IS 486 FEET EAST EDGE OF
 JA1262'THE NORTH-SOUTH RUNWAY, 459 FEET SOUTH THE SOUTH EDGE OF THE EAST-WEST
 JA1262'RUNWAY AND 64.6 FEET SOUTH OF A 4 X 4 INCH SQUARE WITNESS POST.
 JA1262'
 JA1262'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA1262'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA1262'AND IS STAMPED DRESS NO 1 1961.  THE MARK IS 420 FEET EAST OF THE EAST
 JA1262'EDGE OF THE NORTH-SOUTH RUNWAY AND 85.2 FEET SOUTHWEST OF A 4 X 4 INCH
 JA1262'SQUARE WITNESS POST.
 JA1262'
 JA1262'DRESS MEMORIAL AIRPORT ARP IS A STANDARD BRONZE DISK SET IN TOP OF A
 JA1262'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JA1262'THE GROUND AND IS STAMPED ARP 1960.  THE MARK IS 391 FEET SOUTH OF THE
 JA1262'EAST-WEST RUNWAY AND 3 FEET NORTH-NORTHEAST OF A 4 X 4 INCH SQUARE
 JA1262'WITNESS POST.
 JA1262'
 JA1262'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA1262'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA1262'STAMPED DRESS 1961.  THE MARK IS ABOUT 500 FEET EAST OF THE NORTH END
 JA1262'OF THE NORTH-SOUTH RUNWAY, ABOUT 0.1 MILE WEST-SOUTHWEST OF THE
 JA1262'SOUTHWEST CORNER OF THE SUNBEAM PLASTIC CORPORATION BUILDING, 145.6
 JA1262'FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE RAMP,
 JA1262'87 FEET SOUTH-SOUTHEAST OF SOUTH EDGE OF TAXI STRIP, 38 FEET WEST OF
 JA1262'THE WEST EDGE OF A LARGE CONCRETE RAMP AND ABOUT 0.1 MILE SOUTH OF
 JA1262'STATE HIGHWAY 57.
 JA1262'
 JA1262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ACROSS RUNWAY
 JA1262'TO CONTROL TOWER, TURN RIGHT GO NORTHERLY AND EAST ALONG EDGE OF TAXI
 JA1262'STRIP FOR 0.5 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 JA1262
 JA1262                          STATION RECOVERY (1961)
 JA1262
 JA1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JA1262'THE STATION, REFERENCE MARK 1, ARP (USC AND GS TOPO)  AND AZIMUTH MARK
 JA1262'WERE RECOVERED AS DESCRIBED.
 JA1262
 JA1262                          STATION RECOVERY (1965)
 JA1262
 JA1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA1262'THE STATION MARK, STAMPED DRESS 1961, IS ABOUT 3.65 MILES SOUTHWEST
 JA1262'ALONG THE NEW YORK CENTRAL RAILROAD FROM THE IVOR JAQUESS STORE AT
 JA1262'DAYLIGHT, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 57, THENCE 0.5
 JA1262'MILE SOUTH ALONG A NORTH-SOUTH RUNWAY OF THE DRESS MEMORIAL AIRPORT,
 JA1262'IN SECTION 4, T 6 S, R 10 W, ABOUT 0.25 MILE EAST-NORTHEAST OF A
 JA1262'PASSENGER TERMINAL BUILDING, NEAR THE CENTER AND NORTH SIDE OF A LARGE
 JA1262'GRASSY TRIANGLE FORMED BY THREE RUNWAYS, 0.1 MILE NORTHWEST OF THE
 JA1262'NORTHWEST EDGE OF THE NORTHEAST-SOUTHWEST RUNWAY, 162 YARDS EAST OF
 JA1262'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 126 YARDS SOUTH OF THE SOUTH
 JA1262'EDGE OF AN EAST-WEST RUNWAY, 65 FEET SOUTH OF A WHITE WOODEN WITNESS
 JA1262'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 JA1262'GROUND.
 JA1262'
 JA1262'RM 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 JA1262'
 JA1262'RM 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 JA1262'
 JA1262'THE AZIMUTH MARK, STAMPED DRESS 1961, IS ABOUT 3.65 MILES SOUTHWEST
 JA1262'ALONG THE NEWY YORK CENTRAL RAILROAD FORM THE IVOR JAQUESS STORE AT
 JA1262'DAYLIGHT, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 57, AT THE
 JA1262'NORTH PORTION OF THE DRESS MEMORIAL AIRPORT, 0.1 MILE WEST OF A LARGE
 JA1262'HANGAR, ABOUT 350 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 351
 JA1262'FEET SOUTH OF A FIRE HYDRANT, 86 FEET SOUTH OF THE SOUTH EDGE OF A
 JA1262'TAXIWAY, 38 FEET WEST OF THE WEST EDGE OF A CONCRETE APRON ON THE WEST
 JA1262'SIDE OF A HANGAR, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 JA1262'WITH THE GROUND.
 JA1262
 JA1262                          STATION RECOVERY (1965)
 JA1262
 JA1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1262'5.2 MI SW FROM DAYLIGHT.
 JA1262'ABOUT 3.65 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1262'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, THENCE 1.0 MILE
 JA1262'SOUTHWEST ALONG STATE HIGHWAY 57, THENCE 0.5 MILE SOUTH ALONG A
 JA1262'NORTH-SOUTH RUNWAY OF THE DRESS MEMORIAL AIRPORT, OR ABOUT 0.15
 JA1262'MILE SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE POST OFFICE
 JA1262'AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN STREET,
 JA1262'THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE 2.95 MILES
 JA1262'NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, THENCE 1.45 MILES
 JA1262'NORTH ALONG U.S. HIGHWAY 41, IN SECTION 4, T 6 S, R 10 W, ABOUT
 JA1262'0.25 MILE EAST-NORTHEAST OF A PASSENGER TERMINAL BUILDING, NEAR
 JA1262'THE CENTER AND NORTH SIDE OF A LARGE GRASSY TRIANGLE FORMED BY
 JA1262'THREE RUNWAYS, 0.1 MILE NORTHWEST OF THE NORTHWEST EDGE OF THE
 JA1262'NORTHEAST-SOUTHWEST RUNWAY, 162 YARDS EAST OF THE EAST EDGE OF THE
 JA1262'NORTH-SOUTH RUNWAY, 126 YARDS SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 JA1262'RUNWAY, 65 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 JA1262'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JA1262
 JA1262                          STATION RECOVERY (1966)
 JA1262
 JA1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 JA1262'THE STATION, ARP 1960 REFERENCE MARK NO 1, AND THE AZIMUTH MARK WERE
 JA1262'ALL RECOVERED AS DESCRIBED.
 JA1262
 JA1262                          STATION RECOVERY (1970)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 JA1262'THE STATION, REFERENCE MARK 1, AND ARP 1960 WERE RECOVERED IN GOOD
 JA1262'CONDITION AS DESCRIBED.
 JA1262'
 JA1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EVANSVILLE DRESS
 JA1262'REGIONAL AIRPORT.
 JA1262
 JA1262                          STATION RECOVERY (1970)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JA1262'RECOVERED IN GOOD CONDITION.
 JA1262
 JA1262                          STATION RECOVERY (1973)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ARB)
 JA1262'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE AT THE DRESS
 JA1262'MEMORIAL AIRPORT.
 JA1262'
 JA1262'TO REACH THE STATION FROM THE CONTROL TOWER AT THE AIRPORT, GO
 JA1262'EASTERLY ACROSS RUNWAY FOR 0.3 MILE TO THE STATION ON EAST SIDE OF
 JA1262'RUNWAY AS DESCRIBED.
 JA1262'
 JA1262'STATION MARK IS A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A
 JA1262'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JA1262'THE GROUND AND IS STAMPED DRESS 1961.  THE MARK IS 486 FEET EAST OF
 JA1262'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 459 FEET SOUTH OF THE SOUTH
 JA1262'EDGE OF THE EAST-WEST RUNWAY, 81.8 FEET NORTHEAST OF THE 4TH TAXIWAY
 JA1262'LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE CURVE INTO THE RUNWAY.
 JA1262'73.5 FEET SOUTHEAST OF THE TAXIWAY.
 JA1262'
 JA1262'REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.
 JA1262'PRESUMED LOST DUE TO CONSTRUCTION.
 JA1262
 JA1262                          STATION RECOVERY (1977)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 JA1262'THE STATION MARK RM 1 AND ARP 1960 WERE RECOVERED AS DESCRIBED AND IN
 JA1262'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 JA1262'
 JA1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 JA1262'OF EVANSVILLE.
 JA1262
 JA1262                          STATION RECOVERY (1980)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 JA1262'THE STATION, REFERENCE MARK ONE AND ARP 1960 WERE RECOVERED AS
 JA1262'DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK (REPORTED NOT FOUND IN
 JA1262'1977) WAS NOT SEARCHED FOR.
 JA1262'
 JA1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. NORTH OF
 JA1262'EVANSVILLE.
 JA1262
 JA1262                          STATION RECOVERY (1985)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1262'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.7 KM
 JA1262'(4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE
 JA1262'HIGHWAY 66, THENCE 0.4 KM (0.25 MI) EAST ALONG THE EVANSVILLE-DRESS
 JA1262'REGIONAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 JA1262'TAXIWAY.  NOTE-NOT LEVELED TO DURING THIS SURVEY.
 JA1262
 JA1262                          STATION RECOVERY (1995)
 JA1262
 JA1262'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1263 ***********************************************************************
 JA1263  DESIGNATION -  DRESS AZ
 JA1263  PID         -  JA1263
 JA1263  STATE/COUNTY-  IN/VANDERBURGH
 JA1263  COUNTRY     -  US
 JA1263  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1263
 JA1263                         *CURRENT SURVEY CONTROL
 JA1263  ______________________________________________________________________
 JA1263* NAD 83(1997) POSITION- 38 02 36.16886(N) 087 31 54.66981(W)   ADJUSTED
 JA1263* NAVD 88 ORTHO HEIGHT -   118.650 (meters)      389.27  (feet) POSTED
 JA1263  ______________________________________________________________________
 JA1263  GEOID HEIGHT    -        -31.161 (meters)                     GEOID18
 JA1263  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 JA1263  DYNAMIC HEIGHT  -        118.57  (meters)      389.0   (feet) COMP
 JA1263  MODELED GRAVITY -    979,942.3   (mgal)                       NAVD 88
 JA1263
 JA1263  HORZ ORDER      -  SECOND
 JA1263  VERT ORDER      -  * POSTED, SEE BELOW
 JA1263
 JA1263.This mark is at Evansville Airport (EVV)
 JA1263
 JA1263.The horizontal coordinates were established by classical geodetic methods
 JA1263.and adjusted by the National Geodetic Survey in May 1999.
 JA1263
 JA1263.The orthometric height was determined by differential leveling
 JA1263.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1263
 JA1263.* This is a POSTED BENCH MARK height.
 JA1263
 JA1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1263.GEOID18 height accuracy estimate available here.
 JA1263
 JA1263.Click photographs - Photos may exist for this station.
 JA1263
 JA1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1263
 JA1263.The dynamic height is computed by dividing the NAVD 88
 JA1263.geopotential number by the normal gravity value computed on the
 JA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1263.degrees latitude (g = 980.6199 gals.).
 JA1263
 JA1263.The modeled gravity was interpolated from observed gravity values.
 JA1263
 JA1263. The following values were computed from the NAD 83(1997) position.
 JA1263
 JA1263;                    North         East     Units Scale Factor Converg.
 JA1263;SPC IN W     -   310,403.902   860,629.870   MT  0.99998575   -0 16 35.1
 JA1263;SPC IN W     - 1,018,383.47  2,823,583.17   sFT  0.99998575   -0 16 35.1
 JA1263;UTM  16      - 4,210,761.648   453,332.109   MT  0.99962682   -0 19 40.0
 JA1263
 JA1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1263!SPC IN W     -   0.99998627  x   0.99998575  =   0.99997202
 JA1263!UTM  16      -   0.99998627  x   0.99962682  =   0.99961310
 JA1263
 JA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5333210761(NAD 83)
 JA1263
 JA1263                          SUPERSEDED SURVEY CONTROL
 JA1263
 JA1263  NAD 83(1993)-  38 02 36.17453(N)    087 31 54.67209(W) AD(       ) 2
 JA1263  NAD 83(1986)-  38 02 36.17745(N)    087 31 54.67710(W) AD(       ) 2
 JA1263  NAD 27      -  38 02 36.03386(N)    087 31 54.60760(W) AD(       ) 2
 JA1263  NGVD 29 (??/??/92)  118.749  (m)          389.60   (f) ADJ UNCH    1 2
 JA1263  NGVD 29             118.75   (m)          389.6    (f) LEVELING    3  
 JA1263
 JA1263.Superseded values are not recommended for survey control.
 JA1263
 JA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1263.See file dsdata.pdf to determine how the superseded data were derived.
 JA1263
 JA1263_MARKER: DZ = AZIMUTH MARK DISK
 JA1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1263_STAMPING: DRESS 1961
 JA1263_MARK LOGO: CGS
 JA1263_PROJECTION: FLUSH
 JA1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1263+STABILITY: SURFACE MOTION
 JA1263
 JA1263  HISTORY     - Date     Condition        Report By
 JA1263  HISTORY     - 1961     MONUMENTED       CGS
 JA1263  HISTORY     - 1965     GOOD             CGS
 JA1263  HISTORY     - 1970     GOOD             NGS
 JA1263  HISTORY     - 1970     GOOD             NGS
 JA1263  HISTORY     - 1977     MARK NOT FOUND   NGS
 JA1263  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 JA1263
 JA1263                          STATION DESCRIPTION
 JA1263
 JA1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA1263'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE, AT THE
 JA1263'NORTH END OF THE DRESS
 JA1263'MEMORIAL AIRPORT, ABOUT 0.75 MILE EAST-NORTHEAST OF THE
 JA1263'JUNCTION OF U S HIGHWAY 41
 JA1263'AND STATE HIGHWAY 57.
 JA1263'
 JA1263'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 JA1263'HIGHWAY 57, AT THE
 JA1263'NORTHWEST EDGE OF THE DRESS MEMORIAL AIRPORT, GO EASTERLY ON
 JA1263'STATE HIGHWAY 57 FOR 0.55
 JA1263'MILE TO THE ENTRANCE OF THE SUNBEAM PLASTIC
 JA1263'CORPORATION ON RIGHT, TURN RIGHT, GO
 JA1263'SOUTHWEST FOR 0.1 MILE TO THE STATION.
 JA1263'
 JA1263'STATION MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA1263'CONCRETE POST WHICH IS SET
 JA1263'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA1263'DRESS 1961.  THE MARK IS 0.1 MILE
 JA1263'SOUTH OF STATE HIGHWAY 57, 0.1 MILE
 JA1263'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SUNBEAM PLASTIC
 JA1263'CORPORATION BUILDING, ABOUT 500 FEET EAST OF THE NORTH END OF THE
 JA1263'NORTH-SOUTH RUNWAY, 145.6 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 JA1263'CORNER OF A LARGE
 JA1263'CONCRETE RAMP, 87 FEET SOUTH OF THE SOUTH EDGE OF
 JA1263'TAXI STRIP AND 38 FEET WEST OF THE
 JA1263'WEST EDGE OF A LARGE CONCRETE RAMP.
 JA1263
 JA1263                          STATION RECOVERY (1965)
 JA1263
 JA1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1263'4.6 MI SW FROM DAYLIGHT.
 JA1263'ABOUT 3.65 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1263'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, THENCE 1.0 MILE
 JA1263'SOUTHWEST ALONG STATE HIGHWAY 57, AT THE NORTH PORTION OF THE
 JA1263'DRESS MEMORIAL AIRPORT, 0.1 MILE WEST OF A LARGE HANGAR, ABOUT
 JA1263'350 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 351 FEET SOUTH
 JA1263'OF A FIRE HYDRANT, 86 FEET SOUTH OF THE SOUTH EDGE OF A TAXIWAY,
 JA1263'38 FEET WEST OF THE WEST EDGE OF A CONCRETE APRON ON THE WEST
 JA1263'SIDE OF A HANGAR, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JA1263'LEVEL WITH THE GROUND.
 JA1263
 JA1263                          STATION RECOVERY (1970)
 JA1263
 JA1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 JA1263'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JA1263'
 JA1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EVANSVILLE DRESS
 JA1263'REGIONAL AIRPORT.
 JA1263
 JA1263                          STATION RECOVERY (1970)
 JA1263
 JA1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JA1263'RECOVERED IN GOOD CONDITION.
 JA1263
 JA1263                          STATION RECOVERY (1977)
 JA1263
 JA1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 JA1263'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 JA1263'
 JA1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JA1263'NORTH OF EVANSVILLE.
 JA1263
 JA1263                          STATION RECOVERY (1995)
 JA1263
 JA1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1842 ***********************************************************************
 KA1842  DESIGNATION -  DRESSER PUB SER PWR STKS MIDPT
 KA1842  PID         -  KA1842
 KA1842  STATE/COUNTY-  IN/VIGO
 KA1842  COUNTRY     -  US
 KA1842  USGS QUAD   -  TERRE HAUTE (2019)
 KA1842
 KA1842                         *CURRENT SURVEY CONTROL
 KA1842  ______________________________________________________________________
 KA1842* NAD 83(1997) POSITION- 39 24 11.09364(N) 087 29 41.57475(W)   ADJUSTED
 KA1842  ______________________________________________________________________
 KA1842  GEOID HEIGHT    -        -32.526 (meters)                     GEOID18
 KA1842  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 KA1842  HORZ ORDER      -  THIRD
 KA1842
 KA1842.The horizontal coordinates were established by classical geodetic methods
 KA1842.and adjusted by the National Geodetic Survey in May 1999.
 KA1842
 KA1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1842.GEOID18 height accuracy estimate available here.
 KA1842
 KA1842.Click photographs - Photos may exist for this station.
 KA1842
 KA1842.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1842
 KA1842. The following values were computed from the NAD 83(1997) position.
 KA1842
 KA1842;                    North         East     Units Scale Factor Converg.
 KA1842;SPC IN W     -   461,325.456   864,553.313   MT  0.99998213   -0 15 40.5
 KA1842;SPC IN W     - 1,513,531.93  2,836,455.33   sFT  0.99998213   -0 15 40.5
 KA1842;UTM  16      - 4,361,625.336   457,391.408   MT  0.99962235   -0 18 50.9
 KA1842
 KA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5739161625(NAD 83)
 KA1842
 KA1842                          SUPERSEDED SURVEY CONTROL
 KA1842
 KA1842  NAD 83(1986)-  39 24 11.10100(N)    087 29 41.56820(W) AD(       ) 3
 KA1842  NAD 27      -  39 24 10.97000(N)    087 29 41.48900(W) AD(       ) 3
 KA1842
 KA1842.Superseded values are not recommended for survey control.
 KA1842
 KA1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1842.See file dsdata.pdf to determine how the superseded data were derived.
 KA1842
 KA1842_MARKER: 63 = STACK
 KA1842
 KA1842  HISTORY     - Date     Condition        Report By
 KA1842  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1842
 KA1842                          STATION DESCRIPTION
 KA1842
 KA1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1842'THIS IS A INTERSECTION STATION.
 KA1842'
 KA1842'THE STATION IS THE MIDPOINT OF THE LINE JOINING THE CENTERS OF THE
 KA1842'TWO LARGEST OF THE SIX OR SEVEN, SIX NOW, SEVENTH PLANNED,BRICK
 KA1842'STACKS AT THE DRESSER POWER STATION OF THE PUBLIC SERVICE COMPANY OF
 KA1842'INDIANA. THIS POWER STATION IS ABOUT 6 MILES SOUTHWEST OF
 KA1842'TERRE HAUTE, 4 MILES SOUTHOF U.S. HIGHWAY 40,AND 1/2 MILE WEST OF THE
 KA1842'WABASH RIVER. THESE TWO STACKS APPEARED AS ONE STACK FROM
 KA1842'STATIONS FERREL AND WEAVER AND THUS IT WAS THAT THE MIDPOINT OF THE
 KA1842'LINE OF CENTERS BECAME THE POINT OBSERVED.
 KA1842'
 KA1842'THE TWO STACKS ARE THE SOUTHWESTERN TWO OF THE GROUP, THEIR
 KA1842'FOUNDATION IS INSIDE THE BOILER ROOM, AND THEIR TOPS ARE 302 FEET
 KA1842'ABOVE THE GROUND. BOTH STACKS ARE 17-1/2 FEET IN DIAMETER AT THE
 KA1842'BOTTOM AND THEIR CENTERS ARE 20 FEET APART.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1969 ***********************************************************************
 JA1969  DESIGNATION -  DUBO
 JA1969  PID         -  JA1969
 JA1969  STATE/COUNTY-  IN/DUBOIS
 JA1969  COUNTRY     -  US
 JA1969  USGS QUAD   -  VELPEN (2019)
 JA1969
 JA1969                         *CURRENT SURVEY CONTROL
 JA1969  ______________________________________________________________________
 JA1969* NAD 83(1997) POSITION- 38 16 08.20233(N) 087 02 09.27576(W)   ADJUSTED
 JA1969* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 JA1969  ______________________________________________________________________
 JA1969  GEOID HEIGHT    -        -32.057 (meters)                     GEOID18
 JA1969  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 JA1969  HORZ ORDER      -  SECOND
 JA1969
 JA1969.The horizontal coordinates were established by classical geodetic methods
 JA1969.and adjusted by the National Geodetic Survey in May 1999.
 JA1969
 JA1969.The orthometric height was scaled from a topographic map.
 JA1969
 JA1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1969.GEOID18 height accuracy estimate available here.
 JA1969
 JA1969.Click photographs - Photos may exist for this station.
 JA1969
 JA1969.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1969
 JA1969. The following values were computed from the NAD 83(1997) position.
 JA1969
 JA1969;                    North         East     Units Scale Factor Converg.
 JA1969;SPC IN W     -   335,346.738   904,149.918   MT  0.99996688   +0 01 45.7
 JA1969;SPC IN W     - 1,100,216.76  2,966,365.19   sFT  0.99996688   +0 01 45.7
 JA1969;UTM  16      - 4,235,656.331   496,858.753   MT  0.99960012   -0 01 20.1
 JA1969
 JA1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1969!SPC IN W     -   0.99997790  x   0.99996688  =   0.99994478
 JA1969!UTM  16      -   0.99997790  x   0.99960012  =   0.99957803
 JA1969
 JA1969:                Primary Azimuth Mark                     Grid Az
 JA1969:SPC IN W     -  ZOAR                                     270 33 11.3
 JA1969:UTM  16      -  ZOAR                                     270 36 17.1
 JA1969
 JA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9685835656(NAD 83)
 JA1969
 JA1969|---------------------------------------------------------------------|
 JA1969| PID    Reference Object                     Distance      Geod. Az  |
 JA1969|                                                           dddmmss.s |
 JA1969| JA1875 HUNTINGBURG SALEM EVAN REF CH       APPROX. 7.4 KM 0655205.9 |
 JA1969| CG8542 DUBO RM 1                           136.350 METERS 08052     |
 JA1969| CG8543 DUBO RM 2                            27.635 METERS 17113     |
 JA1969| JA1976 HOLLAND METHODIST CHURCH SPIRE      APPROX. 2.4 KM 1755738.0 |
 JA1969| JA1975 HOLLAND MUNICIPAL TANK              APPROX. 2.4 KM 1843010.6 |
 JA1969| JA1968 ZOAR                                APPROX. 3.2 KM 2703457.0 |
 JA1969| JA1967 ZOAR METHODIST CHURCH SPIRE         APPROX. 3.2 KM 2703753.6 |
 JA1969|---------------------------------------------------------------------|
 JA1969
 JA1969                          SUPERSEDED SURVEY CONTROL
 JA1969
 JA1969  NAD 83(1993)-  38 16 08.20625(N)    087 02 09.27858(W) AD(       ) 2
 JA1969  NAD 83(1986)-  38 16 08.20999(N)    087 02 09.27859(W) AD(       ) 2
 JA1969  NAD 27      -  38 16 08.02200(N)    087 02 09.28000(W) AD(       ) 2
 JA1969
 JA1969.Superseded values are not recommended for survey control.
 JA1969
 JA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1969.See file dsdata.pdf to determine how the superseded data were derived.
 JA1969
 JA1969_MARKER: DS = TRIANGULATION STATION DISK
 JA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1969_STAMPING: DUBO 1946
 JA1969_MARK LOGO: CGS
 JA1969_PROJECTION: RECESSED 46 CENTIMETERS
 JA1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1969+STABILITY: SURFACE MOTION
 JA1969
 JA1969  HISTORY     - Date     Condition        Report By
 JA1969  HISTORY     - 1946     MONUMENTED       CGS
 JA1969  HISTORY     - 1955     GOOD             INHD
 JA1969
 JA1969                          STATION DESCRIPTION
 JA1969
 JA1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1969'THIS STATION IS AT THE JUNCTION OF HIGHWAY 64 AND 161, ABOUT 1.5 MILES
 JA1969'NORTH FROM HOLLAND, 4.75 MILES WEST-SOUTHWEST FROM HUNTINBURG ON LAND
 JA1969'OWNED BY HARVEY ROTHERT.  IT IS 59 FEET SOUTH-SOUTHWEST OF STATE
 JA1969'HIGHWAY INTERSECTION 42.2 FEET SOUTH OF STATE HIGHWAY 64 AND 50.6 FEET
 JA1969'WEST OF STATE HIGHWAY 161.  THE MARK IS 18 INCHES UNDERGROUND AND THE
 JA1969'DISK IS STAMPED DUBO 1946.
 JA1969'
 JA1969'REFERENCE MARK NO 1 IS 136.35 FEET EAST-NORTHEAST OF THE STATION, 20.6
 JA1969'FEET SOUTH OF STATE HIGHWAY 64, AND 85 FEET EAST OF THE JUNCTION OF 64
 JA1969'AND 161, 2.9 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8
 JA1969'INCHES AND THE DISK IS STAMPED DUBO NO 1 1946.
 JA1969'
 JA1969'REFERENCE MARK NO 2 IS 90.67 FEET SOUTH OF THE STATION, 31.6 FEET WEST
 JA1969'OF STATE HIGHWAY 161 AND 1 FOOT SOUTHWEST OF A WIRE FENCE LINE.  THE
 JA1969'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUBO NO 2 1946.
 JA1969'
 JA1969'STATION ZOAR WAS USED AS THE AZIMUTH.
 JA1969'
 JA1969'TO REACH AT THE JUNCTION OF STATE HIGHWAYS 45 AND 64, WHERE 64 GOES
 JA1969'WEST IN HUNTINGSBURG, GO WEST ON STATE HIGHWAY 64 FOR 4.9 MILES TO THE
 JA1969'JUNCTION WITH STATE HIGHWAY 161 AND THE STATION IS IN THE SOUTHWEST
 JA1969'ANGLE OF THE INTERSECTION.
 JA1969
 JA1969                          STATION RECOVERY (1955)
 JA1969
 JA1969'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1955 (JB)
 JA1969'LETTER OF MR JOHN BARRETT, JR, DIST EGR, STATE HIGHWAY COMISSION OF OF
 JA1969'INDIANA, VINCENNES, INDIANA DATED OCTOBER 10, 1955- DUE TO ROAD
 JA1969'CONSTRUCTION, REFERENCE MARKS 1 AND 2 WERE RESET IN THE EXACT ORIGINAL
 JA1969'LOCATION ON THE BACK SLOPES OF THE CUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1971 ***********************************************************************
 KA1971  DESIGNATION -  DUBOIS
 KA1971  PID         -  KA1971
 KA1971  STATE/COUNTY-  IN/JOHNSON
 KA1971  COUNTRY     -  US
 KA1971  USGS QUAD   -  FRANKLIN (2019)
 KA1971
 KA1971                         *CURRENT SURVEY CONTROL
 KA1971  ______________________________________________________________________
 KA1971* NAD 83(1997) POSITION- 39 28 38.55649(N) 086 02 51.82076(W)   ADJUSTED
 KA1971* NAVD 88 ORTHO HEIGHT -   221.63  (+/-2cm)      727.1   (feet) VERTCON3
 KA1971  ______________________________________________________________________
 KA1971  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 KA1971  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 KA1971  HORZ ORDER      -  SECOND
 KA1971  VERT ORDER      -  THIRD ? (See Below)
 KA1971
 KA1971.The horizontal coordinates were established by classical geodetic methods
 KA1971.and adjusted by the National Geodetic Survey in May 1999.
 KA1971
 KA1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1971
 KA1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1971.GEOID18 height accuracy estimate available here.
 KA1971
 KA1971.The vertical order pertains to the NGVD 29 superseded value.
 KA1971
 KA1971.Click photographs - Photos may exist for this station.
 KA1971
 KA1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1971
 KA1971. The following values were computed from the NAD 83(1997) position.
 KA1971
 KA1971;                    North         East     Units Scale Factor Converg.
 KA1971;SPC IN E     -   469,562.234    67,214.036   MT  0.99997990   -0 14 32.2
 KA1971;SPC IN E     - 1,540,555.43    220,518.05   sFT  0.99997990   -0 14 32.2
 KA1971;UTM  16      - 4,370,186.520   581,902.676   MT  0.99968259   +0 36 19.7
 KA1971
 KA1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1971!SPC IN E     -   0.99997045  x   0.99997990  =   0.99995035
 KA1971!UTM  16      -   0.99997045  x   0.99968259  =   0.99965305
 KA1971
 KA1971:                Primary Azimuth Mark                     Grid Az
 KA1971:SPC IN E     -  FRANKLIN                                 326 06 14.3
 KA1971:UTM  16      -  FRANKLIN                                 325 15 22.4
 KA1971
 KA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8190270186(NAD 83)
 KA1971
 KA1971|---------------------------------------------------------------------|
 KA1971| PID    Reference Object                     Distance      Geod. Az  |
 KA1971|                                                           dddmmss.s |
 KA1971| CC8633 DUBOIS RM                            19.440 METERS 03618     |
 KA1971| KA1965 FRANKLIN                            APPROX. 0.5 KM 3255142.1 |
 KA1971|---------------------------------------------------------------------|
 KA1971
 KA1971                          SUPERSEDED SURVEY CONTROL
 KA1971
 KA1971  NAD 83(1986)-  39 28 38.56974(N)    086 02 51.86710(W) AD(       ) 2
 KA1971  NAD 27      -  39 28 38.38500(N)    086 02 51.92300(W) AD(       ) 2
 KA1971  USSD        -  39 28 38.46300(N)    086 02 51.71400(W) AD(       ) 3
 KA1971  NGVD 29             221.75   (m)          727.5    (f) LEVELING    3  
 KA1971
 KA1971.Superseded values are not recommended for survey control.
 KA1971
 KA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1971.See file dsdata.pdf to determine how the superseded data were derived.
 KA1971
 KA1971_MARKER: DS = TRIANGULATION STATION DISK
 KA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1971_STAMPING: DUBOIS 1920
 KA1971_MARK LOGO: CGS
 KA1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1971+STABILITY: SURFACE MOTION
 KA1971
 KA1971  HISTORY     - Date     Condition        Report By
 KA1971  HISTORY     - 1920     MONUMENTED       CGS
 KA1971  HISTORY     - 1973     MARK NOT FOUND   BRADY
 KA1971
 KA1971                          STATION DESCRIPTION
 KA1971
 KA1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1971'IN TOWN OF FRANKLIN, ON THE W SIDE OF THE PENNSYLVANIA RAILROAD,
 KA1971'12.59 METERS,41.31 FT., FROM THE W AND NEAREST RAIL, 20 YARDS W OF
 KA1971'THE POINT WHERE MADISON HIGHWAY CROSSES THE RAILROAD, AND BETWEEN THE
 KA1971'RAILROAD AND THE INTERURBAN LINE, 6.90 METERS,22.64 FT., FROM THE
 KA1971'E RAIL OF THE INTERURBAN, AND 3 YARDS S OF THE INTERURBAN SECTION
 KA1971'HOUSE NO.3. THE STATION, UNDERGROUND AND REFERENCE MARKS ARE
 KA1971'BRONZE TABLETS SET IN CONCRETE.
 KA1971'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE RAILROAD AND
 KA1971'NEAR THE STREET, 19.44 METERS,63.78 FT., FROM THE STATION
 KA1971'N 36 DEG 19 MIN E.
 KA1971
 KA1971                          STATION RECOVERY (1973)
 KA1971
 KA1971'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 KA1971'DID NOT FIND.
 KA1971'
 KA1971'MEASURED IN FROM FRANKLIN AND DELAWARE AND DUG IN THIS AREA.  DID
 KA1971'NOT FIND SURFACE MARK OR AZIMUTH MARK.  DUG FOR SUB MONUMENT BUT
 KA1971'FOUND TOO MUCH GROUND WATER TO MAKE GOOD SEARCH.  INTERURBAN RR AND
 KA1971'STATION HOUSE HAVE BEEN REMOVED.
 KA1971'
 KA1971'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FRANKLIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2225 ***********************************************************************
 LA2225  DESIGNATION -  DUBOIS
 LA2225  PID         -  LA2225
 LA2225  STATE/COUNTY-  IN/WABASH
 LA2225  COUNTRY     -  US
 LA2225  USGS QUAD   -  WABASH (2019)
 LA2225
 LA2225                         *CURRENT SURVEY CONTROL
 LA2225  ______________________________________________________________________
 LA2225* NAD 83(1997) POSITION- 40 45 42.85596(N) 085 52 02.88745(W)   ADJUSTED
 LA2225* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 LA2225  ______________________________________________________________________
 LA2225  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 LA2225  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 LA2225  HORZ ORDER      -  SECOND
 LA2225
 LA2225.The horizontal coordinates were established by classical geodetic methods
 LA2225.and adjusted by the National Geodetic Survey in May 1999.
 LA2225
 LA2225.The orthometric height was scaled from a topographic map.
 LA2225
 LA2225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2225.GEOID18 height accuracy estimate available here.
 LA2225
 LA2225.Click photographs - Photos may exist for this station.
 LA2225
 LA2225.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2225
 LA2225. The following values were computed from the NAD 83(1997) position.
 LA2225
 LA2225;                    North         East     Units Scale Factor Converg.
 LA2225;SPC IN E     -   612,137.580    83,045.392   MT  0.99997020   -0 07 52.0
 LA2225;SPC IN E     - 2,008,321.38    272,458.09   sFT  0.99997020   -0 07 52.0
 LA2225;UTM  16      - 4,512,943.623   595,590.470   MT  0.99971247   +0 44 22.2
 LA2225
 LA2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2225!SPC IN E     -   0.99996791  x   0.99997020  =   0.99993811
 LA2225!UTM  16      -   0.99996791  x   0.99971247  =   0.99968039
 LA2225
 LA2225:                Primary Azimuth Mark                     Grid Az
 LA2225:SPC IN E     -  DUBOIS AZ MK                             176 15 51.6
 LA2225:UTM  16      -  DUBOIS AZ MK                             175 23 37.4
 LA2225
 LA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9559012943(NAD 83)
 LA2225
 LA2225|---------------------------------------------------------------------|
 LA2225| PID    Reference Object                     Distance      Geod. Az  |
 LA2225|                                                           dddmmss.s |
 LA2225| CC8635 DUBOIS RM 1                          28.709 METERS 14038     |
 LA2225| CC8634 DUBOIS AZ MK                                       1760759.6 |
 LA2225| CC8636 DUBOIS RM 2                          24.482 METERS 27736     |
 LA2225|---------------------------------------------------------------------|
 LA2225
 LA2225                          SUPERSEDED SURVEY CONTROL
 LA2225
 LA2225  NAD 83(1986)-  40 45 42.85974(N)    085 52 02.89991(W) AD(       ) 2
 LA2225  NAD 27      -  40 45 42.70280(N)    085 52 02.94530(W) AD(       ) 2
 LA2225
 LA2225.Superseded values are not recommended for survey control.
 LA2225
 LA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2225.See file dsdata.pdf to determine how the superseded data were derived.
 LA2225
 LA2225_MARKER: DS = TRIANGULATION STATION DISK
 LA2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2225_STAMPING: DUBOIS 1948
 LA2225_MARK LOGO: CGS
 LA2225_PROJECTION: RECESSED 30 CENTIMETERS
 LA2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2225+STABILITY: SURFACE MOTION
 LA2225
 LA2225  HISTORY     - Date     Condition        Report By
 LA2225  HISTORY     - 1948     MONUMENTED       CGS
 LA2225
 LA2225                          STATION DESCRIPTION
 LA2225
 LA2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2225'THE STATION IS LOCATED ABOUT 14 MILES EAST OF PERU AND 4 MILES
 LA2225'SOUTHWEST OF WABASH ON PROPERTY OWNED BY MR. ALVA DUBOISE.
 LA2225'
 LA2225'IT IS 81 FEET WEST OF THE CENTER OF GRAVEL ROAD, 74 FEET NORTHWEST OF
 LA2225'A POWERLINE POLE AND 11 FEET SOUTH OF A FENCELINE.  THE MARK IS
 LA2225'UNDERGROUND 1 FOOT AND THE DISK IS STAMPED DUBOIS 1948.
 LA2225'
 LA2225'REFERENCE MARK NO. 1 IS 94.19 FEET SOUTHEAST OF THE STATION.  IT IS 18
 LA2225'FEET WEST OF THE CENTER OF GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS
 LA2225'POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 LA2225'THE DISK IS STAMPED DUBOIS NO 1 1948.
 LA2225'
 LA2225'REFERENCE MARK NO. 2 IS 80.32 FEET WEST OF THE STATION.  IT IS 1 FOOT
 LA2225'SOUTH OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LA2225'STAMPED DUBOIS NO 2 1948.
 LA2225'
 LA2225'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 30 FEET EAST OF
 LA2225'THE CENTER OF GRAVEL ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1
 LA2225'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2225'STAMPED DUBOIS 1948.
 LA2225'
 LA2225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 13 AND
 LA2225'NO. 15 IN WABASH, GO SOUTH ON HIGHWAY NO 13 FOR 2.4 MILES TO A GRAVEL
 LA2225'T-ROAD RIGHT, TURN RIGHT AND WEST FOR 2 MILES TO A GRAVEL T-ROAD LEFT,
 LA2225'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 LA2225'DESCRIBED, CONTINUE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2225'
 LA2225'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1706 ***********************************************************************
 MD1706  DESIGNATION -  DUCK
 MD1706  PID         -  MD1706
 MD1706  STATE/COUNTY-  IN/ELKHART
 MD1706  COUNTRY     -  US
 MD1706  USGS QUAD   -  BRISTOL (2019)
 MD1706
 MD1706                         *CURRENT SURVEY CONTROL
 MD1706  ______________________________________________________________________
 MD1706* NAD 83(1997) POSITION- 41 40 04.19263(N) 085 47 14.72891(W)   ADJUSTED
 MD1706* NAVD 88 ORTHO HEIGHT -   270.68  (+/-2cm)      888.1   (feet) VERTCON3
 MD1706  ______________________________________________________________________
 MD1706  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 MD1706  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 MD1706  HORZ ORDER      -  FIRST
 MD1706  VERT ORDER      -  THIRD ? (See Below)
 MD1706
 MD1706.The horizontal coordinates were established by classical geodetic methods
 MD1706.and adjusted by the National Geodetic Survey in May 1999.
 MD1706
 MD1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1706
 MD1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1706.GEOID18 height accuracy estimate available here.
 MD1706
 MD1706.The vertical order pertains to the NGVD 29 superseded value.
 MD1706
 MD1706.Click photographs - Photos may exist for this station.
 MD1706
 MD1706.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1706
 MD1706. The following values were computed from the NAD 83(1997) position.
 MD1706
 MD1706;                    North         East     Units Scale Factor Converg.
 MD1706;SPC IN E     -   712,732.359    89,943.577   MT  0.99996791   -0 04 49.0
 MD1706;SPC IN E     - 2,338,356.08    295,089.89   sFT  0.99996791   -0 04 49.0
 MD1706;UTM  16      - 4,613,607.165   600,944.058   MT  0.99972539   +0 48 22.3
 MD1706
 MD1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1706!SPC IN E     -   0.99996279  x   0.99996791  =   0.99993070
 MD1706!UTM  16      -   0.99996279  x   0.99972539  =   0.99968819
 MD1706
 MD1706:                Primary Azimuth Mark                     Grid Az
 MD1706:SPC IN E     -  DUCK AZ MK                               094 19 40.7
 MD1706:UTM  16      -  DUCK AZ MK                               093 26 29.4
 MD1706
 MD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0094413607(NAD 83)
 MD1706
 MD1706|---------------------------------------------------------------------|
 MD1706| PID    Reference Object                     Distance      Geod. Az  |
 MD1706|                                                           dddmmss.s |
 MD1706| CC8638 DUCK RM 1                            30.008 METERS 02548     |
 MD1706| CC8637 DUCK AZ MK                                         0941451.7 |
 MD1706| CC8639 DUCK RM 2                            26.871 METERS 10158     |
 MD1706|---------------------------------------------------------------------|
 MD1706
 MD1706                          SUPERSEDED SURVEY CONTROL
 MD1706
 MD1706  NAD 83(1994)-  41 40 04.19306(N)    085 47 14.73247(W) AD(       ) 1
 MD1706  NAD 83(1986)-  41 40 04.19432(N)    085 47 14.73680(W) AD(       ) 1
 MD1706  NAD 27      -  41 40 04.01240(N)    085 47 14.76160(W) AD(       ) 1
 MD1706  NGVD 29             270.80   (m)          888.4    (f) LEVELING    3  
 MD1706
 MD1706.Superseded values are not recommended for survey control.
 MD1706
 MD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1706.See file dsdata.pdf to determine how the superseded data were derived.
 MD1706
 MD1706_MARKER: DS = TRIANGULATION STATION DISK
 MD1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1706_STAMPING: DUCK 1947
 MD1706_MARK LOGO: CGS
 MD1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1706+STABILITY: SURFACE MOTION
 MD1706
 MD1706  HISTORY     - Date     Condition        Report By
 MD1706  HISTORY     - 1947     MONUMENTED       CGS
 MD1706  HISTORY     - 1980     GOOD             IN-039
 MD1706
 MD1706                          STATION DESCRIPTION
 MD1706
 MD1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1706'THE STATION IS LOCATED ABOUT 4 MILES WEST OF MIDDLEBURY, 6 MILES
 MD1706'NORTH NORTHEAST OF
 MD1706'GOSHEN.  IT IS 71 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 MD1706'20 AND A GRAVEL ROAD, 36 FEET NORTH
 MD1706'OF A 20 INCH ELM TREE, 23 FEET NORTHEAST OF A FENCE CORNER,
 MD1706'22 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 MD1706'8.5 FEET EAST OF A WHITE WITNESS POST.
 MD1706'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DUCK 1947.
 MD1706'
 MD1706'REFERENCE MARK NO. 1 IS 98.45 FEET NORTHEAST OF THE STATION, 16 FEET
 MD1706'EAST OF THE CENTER OF A GRAVEL ROAD,
 MD1706'1 FOOT WEST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 MD1706'DISK IS STAMPED DUCK NO 1 1947.
 MD1706'
 MD1706'REFERENCE MARK NO. 2 IS 88.16 FEET EAST OF THE STATION, 48 FEET NORTH
 MD1706'OF THE CENTER OF U.S. HIGHWAY 20
 MD1706'AND 41 FEET EAST OF A TRANSFORMER POLE.  THE MARK PROJECTS 3 INCHES
 MD1706'AND THE DISK IS STAMPED DUCK NO 2 1947.
 MD1706'
 MD1706'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 48 FEET
 MD1706'SOUTH OF HIGHWAY 20, 3 FEET
 MD1706'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE
 MD1706'MARK PROJECTS 4 INCHES AND THE
 MD1706'DISK IS STAMPED DUCK 1947.
 MD1706'
 MD1706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MD1706'HIGHWAY 13, 1 MILE SOUTH OF
 MD1706'MIDDLEBURY, GO WEST ON HIGHWAY 20 FOR 4.7 MILES TO THE STATION ON THE
 MD1706'RIGHT AS DESCRIBED.
 MD1706'
 MD1706'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1706
 MD1706                          STATION RECOVERY (1980)
 MD1706
 MD1706'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1706'DUCK 1947 FOUND IN GOOD CONDITION.
 MD1706'
 MD1706'DUCK NO. 1 1947 FOUND ON NORTH SIDE OF TELEPHONE POLE.
 MD1706'
 MD1706'DUCK NO. 2 1947 FOUND 3 FEET SOUTHEAST OF MOTEL SIGN.
 MD1706'
 MD1706'AZIMUTH MARK FOUND IN GOOD CONDITION 70 FEET ESE OF SOUTH END OF
 MD1706'CULVERT CROSSING U.S. 20.
 MD1706'
 MD1706'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF
 MD1706'MIDDLEBURY, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1803 ***********************************************************************
 KA1803  DESIGNATION -  DUGGER
 KA1803  PID         -  KA1803
 KA1803  STATE/COUNTY-  IN/SULLIVAN
 KA1803  COUNTRY     -  US
 KA1803  USGS QUAD   -  DUGGER (2019)
 KA1803
 KA1803                         *CURRENT SURVEY CONTROL
 KA1803  ______________________________________________________________________
 KA1803* NAD 83(1997) POSITION- 39 04 18.31155(N) 087 15 24.04049(W)   ADJUSTED
 KA1803* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 KA1803  ______________________________________________________________________
 KA1803  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 KA1803  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 KA1803  HORZ ORDER      -  THIRD
 KA1803
 KA1803.The horizontal coordinates were established by classical geodetic methods
 KA1803.and adjusted by the National Geodetic Survey in May 1999.
 KA1803
 KA1803.The orthometric height was scaled from a topographic map.
 KA1803
 KA1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1803.GEOID18 height accuracy estimate available here.
 KA1803
 KA1803.Click photographs - Photos may exist for this station.
 KA1803
 KA1803.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1803
 KA1803. The following values were computed from the NAD 83(1997) position.
 KA1803
 KA1803;                    North         East     Units Scale Factor Converg.
 KA1803;SPC IN W     -   424,476.095   884,999.456   MT  0.99996944   -0 06 33.3
 KA1803;SPC IN W     - 1,392,635.32  2,903,535.72   sFT  0.99996944   -0 06 33.3
 KA1803;UTM  16      - 4,324,770.511   477,796.260   MT  0.99960607   -0 09 42.4
 KA1803
 KA1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1803!SPC IN W     -   0.99997592  x   0.99996944  =   0.99994536
 KA1803!UTM  16      -   0.99997592  x   0.99960607  =   0.99958200
 KA1803
 KA1803:                Primary Azimuth Mark                     Grid Az
 KA1803:SPC IN W     -  JERICHO                                  239 24 42.5
 KA1803:UTM  16      -  JERICHO                                  239 27 51.6
 KA1803
 KA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7779624770(NAD 83)
 KA1803
 KA1803|---------------------------------------------------------------------|
 KA1803| PID    Reference Object                     Distance      Geod. Az  |
 KA1803|                                                           dddmmss.s |
 KA1803| CM3434 DUGGER RM 1                          32.964 METERS 19309     |
 KA1803| KA1804 DUGGER MUNICIPAL TANK               131.848 METERS 19758     |
 KA1803| KA1805 JERICHO                             APPROX. 7.1 KM 2391809.2 |
 KA1803| CM3435 DUGGER RM 2                          30.084 METERS 30443     |
 KA1803|---------------------------------------------------------------------|
 KA1803
 KA1803                          SUPERSEDED SURVEY CONTROL
 KA1803
 KA1803  NAD 83(1986)-  39 04 18.31825(N)    087 15 24.03611(W) AD(       ) 3
 KA1803  NAD 27      -  39 04 18.16180(N)    087 15 23.98690(W) AD(       ) 3
 KA1803
 KA1803.Superseded values are not recommended for survey control.
 KA1803
 KA1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1803.See file dsdata.pdf to determine how the superseded data were derived.
 KA1803
 KA1803_MARKER: DS = TRIANGULATION STATION DISK
 KA1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1803_STAMPING: DUGGER 1947
 KA1803_MARK LOGO: CGS
 KA1803_PROJECTION: FLUSH
 KA1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1803+STABILITY: SURFACE MOTION
 KA1803
 KA1803  HISTORY     - Date     Condition        Report By
 KA1803  HISTORY     - 1947     MONUMENTED       CGS
 KA1803
 KA1803                          STATION DESCRIPTION
 KA1803
 KA1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1803'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE DUGGER GRADE
 KA1803'SCHOOL YARD IN DUGGER. IT IS 108 FEET NORTHEAST OF THE N. E.
 KA1803'CORNER OF THE SCHOOL BUILDING, 77 FEET SOUTH OF THE APPROX.
 KA1803'CENTERLINE OF LAUGHIN STREET, AND 20 FEET SOUTHWEST OF A
 KA1803'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1803'STAMPED DUGGER 1947.
 KA1803'
 KA1803'REFERENCE MARK NO. 1 IS 108.15 FEET SOUTH OF THE STATION, 3 FEET WEST
 KA1803'OF A CONCRETE WALK, AND 6 INCHES NORTH OF THE NORTHEAST CORNER
 KA1803'OF THE SCHOOL BUILDING. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1803'DISK IS STAMPED DUGGER NO 1 1947.
 KA1803'
 KA1803'REFERENCE MARK NO 2 IS 98.70 FEET NORTHWEST OF THE STATION, 90 FEET
 KA1803'EAST OF THE APPROXIMATE CENTERLINE OF 2ND STREET, AND 20
 KA1803'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF LAUGHIN STREET. THE MARK
 KA1803'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DUGGER NO 2 1947.
 KA1803'
 KA1803'NO SUITABLE LOCATION COULD BE FOUND TO SET AN AZIMUTH MARK.
 KA1803'
 KA1803'TO REACH THE STATION FR. THE JUNCTION OF STATE HIGHWAYS 54 AND 159 IN
 KA1803'DUGGER, GO EAST ON HIGHWAY 54 FOR 0.15 MILE TO 2ND STREET,
 KA1803'HERE TURN LEFT AND GO 0.15 MILE TO THE STATION ON THE RIGHT AS
 KA1803'DESCRIBED.
 KA1803'
 KA1803'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1804 ***********************************************************************
 KA1804  DESIGNATION -  DUGGER MUNICIPAL TANK
 KA1804  PID         -  KA1804
 KA1804  STATE/COUNTY-  IN/SULLIVAN
 KA1804  COUNTRY     -  US
 KA1804  USGS QUAD   -  DUGGER (2019)
 KA1804
 KA1804                         *CURRENT SURVEY CONTROL
 KA1804  ______________________________________________________________________
 KA1804* NAD 83(1997) POSITION- 39 04 14.24435(N) 087 15 25.73166(W)   ADJUSTED
 KA1804  ______________________________________________________________________
 KA1804  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KA1804  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 KA1804  HORZ ORDER      -  THIRD
 KA1804
 KA1804.The horizontal coordinates were established by classical geodetic methods
 KA1804.and adjusted by the National Geodetic Survey in May 1999.
 KA1804
 KA1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1804.GEOID18 height accuracy estimate available here.
 KA1804
 KA1804.Click photographs - Photos may exist for this station.
 KA1804
 KA1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1804
 KA1804. The following values were computed from the NAD 83(1997) position.
 KA1804
 KA1804;                    North         East     Units Scale Factor Converg.
 KA1804;SPC IN W     -   424,350.752   884,958.564   MT  0.99996945   -0 06 34.4
 KA1804;SPC IN W     - 1,392,224.09  2,903,401.56   sFT  0.99996945   -0 06 34.4
 KA1804;UTM  16      - 4,324,645.251   477,755.268   MT  0.99960609   -0 09 43.5
 KA1804
 KA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7775524645(NAD 83)
 KA1804
 KA1804                          SUPERSEDED SURVEY CONTROL
 KA1804
 KA1804  NAD 83(1986)-  39 04 14.25107(N)    087 15 25.72718(W) AD(       ) 3
 KA1804  NAD 27      -  39 04 14.09400(N)    087 15 25.67700(W) AD(       ) 3
 KA1804
 KA1804.Superseded values are not recommended for survey control.
 KA1804
 KA1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1804.See file dsdata.pdf to determine how the superseded data were derived.
 KA1804
 KA1804_MARKER: 53 = ELEVATED TANK
 KA1804
 KA1804  HISTORY     - Date     Condition        Report By
 KA1804  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1804
 KA1804                          STATION DESCRIPTION
 KA1804
 KA1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1804'THIS IS AN INTERSECTION STATION.
 KA1804'
 KA1804'THE STATION IS LOCATED IN THE CENTRAL PART OF DUGGER, ABOUT 150
 KA1804'YARDS NORTH OF STATE HIGHWAY 54. IT IS A 4-LEGGED STEEL
 KA1804'STRUCTURE, PAINTED SILVER, AND ABOUT 110 FEET HIGH.
 KA1804'
 KA1804'THE POINT INTERSECTED WAS APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2451 ***********************************************************************
 LB2451  DESIGNATION -  DUNCAN
 LB2451  PID         -  LB2451
 LB2451  STATE/COUNTY-  IN/HOWARD
 LB2451  COUNTRY     -  US
 LB2451  USGS QUAD   -  KOKOMO EAST (2019)
 LB2451
 LB2451                         *CURRENT SURVEY CONTROL
 LB2451  ______________________________________________________________________
 LB2451* NAD 83(1997) POSITION- 40 25 51.65380(N) 086 06 30.16280(W)   ADJUSTED
 LB2451* NAVD 88 ORTHO HEIGHT -   260.25  (+/-2cm)      853.8   (feet) VERTCON3
 LB2451  ______________________________________________________________________
 LB2451  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 LB2451  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 LB2451  HORZ ORDER      -  SECOND
 LB2451  VERT ORDER      -  THIRD ? (See Below)
 LB2451
 LB2451.The horizontal coordinates were established by classical geodetic methods
 LB2451.and adjusted by the National Geodetic Survey in May 1999.
 LB2451
 LB2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2451
 LB2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2451.GEOID18 height accuracy estimate available here.
 LB2451
 LB2451.The vertical order pertains to the NGVD 29 superseded value.
 LB2451
 LB2451.Click photographs - Photos may exist for this station.
 LB2451
 LB2451.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2451
 LB2451. The following values were computed from the NAD 83(1997) position.
 LB2451
 LB2451;                    North         East     Units Scale Factor Converg.
 LB2451;SPC IN E     -   575,469.111    62,519.934   MT  0.99998395   -0 17 11.3
 LB2451;SPC IN E     - 1,888,018.24    205,117.48   sFT  0.99998395   -0 17 11.3
 LB2451;UTM  16      - 4,475,979.096   575,628.349   MT  0.99967040   +0 34 41.8
 LB2451
 LB2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2451!SPC IN E     -   0.99996458  x   0.99998395  =   0.99994853
 LB2451!UTM  16      -   0.99996458  x   0.99967040  =   0.99963499
 LB2451
 LB2451:                Primary Azimuth Mark                     Grid Az
 LB2451:SPC IN E     -  JEFFERSON                                163 56 19.8
 LB2451:UTM  16      -  JEFFERSON                                163 04 26.7
 LB2451
 LB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7562875979(NAD 83)
 LB2451
 LB2451|---------------------------------------------------------------------|
 LB2451| PID    Reference Object                     Distance      Geod. Az  |
 LB2451|                                                           dddmmss.s |
 LB2451| CC8640 DUNCAN RM                             8.100 METERS 00749     |
 LB2451| LB2454 JEFFERSON                           APPROX. 2.8 KM 1633908.5 |
 LB2451|---------------------------------------------------------------------|
 LB2451
 LB2451                          SUPERSEDED SURVEY CONTROL
 LB2451
 LB2451  NAD 83(1986)-  40 25 51.65544(N)    086 06 30.17768(W) AD(       ) 2
 LB2451  NAD 27      -  40 25 51.52200(N)    086 06 30.20760(W) AD(       ) 2
 LB2451  USSD        -  40 25 51.54200(N)    086 06 30.07800(W) AD(       ) 3
 LB2451  NGVD 29             260.37   (m)          854.2    (f) LEVELING    3  
 LB2451
 LB2451.Superseded values are not recommended for survey control.
 LB2451
 LB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2451.See file dsdata.pdf to determine how the superseded data were derived.
 LB2451
 LB2451_MARKER: DS = TRIANGULATION STATION DISK
 LB2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2451_STAMPING: DUNCAN 1920
 LB2451_MARK LOGO: CGS
 LB2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2451+STABILITY: SURFACE MOTION
 LB2451
 LB2451  HISTORY     - Date     Condition        Report By
 LB2451  HISTORY     - 1920     MONUMENTED       CGS
 LB2451  HISTORY     - 1934     POOR             INGS
 LB2451  HISTORY     - 1954     SEE DESCRIPTION  LOCENG
 LB2451  HISTORY     - 1960     SEE DESCRIPTION  USGS
 LB2451
 LB2451                          STATION DESCRIPTION
 LB2451
 LB2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2451'THE STATION IS ABOUT 1 MILE N OF FAIRFIELD, ON E SIDE OF THE TRACK,
 LB2451'ABOUT 65 YARDS N OF MILEPOSTS I 50 AND M 108, ABOUT 325 YARDS S OF
 LB2451'ROAD WHICH CROSSES RAILROAD AND ELECTRIC TRACK AT DUNCAN INTERURBAN
 LB2451'STATION, 3.355 METERS (11.0 FEET) E OF E AND NEAREST RAIL.
 LB2451'
 LB2451'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2451'SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS 8.10 METERS
 LB2451'(26.57 FEET) FROM THE STATION N 07 DEG 49 MIN E.
 LB2451
 LB2451                          STATION RECOVERY (1934)
 LB2451
 LB2451'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2451'STATION RECOVERED.  IT IS 6.9 FEET SW OF THE SECOND TELEGRAPH POLE
 LB2451'N OF MILEPOST I 50 ON THE NICKLE PLATE RAILROAD, 69.6 FEET NE OF
 LB2451'A. FLICKS MAIL BOX.  CONCRETE TOP OF STATION MARK IS CRUMBLING.
 LB2451
 LB2451                          STATION RECOVERY (1954)
 LB2451
 LB2451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (CLT)
 LB2451'FOUND THE BRONZE TABLET AND THE CONCRETE FOUNDATION FOR SAME REMOVED
 LB2451'FROM ITS FORMER LOCATION.  THE BASE HAD BEEN APPARENTLY HIT BY A
 LB2451'N. K. P. R. R. WORK TRAIN AND BROKEN OFF ABOUT 18 INCHES FROM THE
 LB2451'TOP, THE CONCRETE BEING BROKEN INTO SEVERAL PARTS WITH ONE OF THE
 LB2451'REMOVED PORTIONS HAVING THE BRONZE TABLET EMBEDDED IN IT.  THE
 LB2451'TABLET AND DISINTEGRATED BASE WERE FOUND APPROXIMATELY 10 FT. N OF
 LB2451'ITS FORMER POSITION.  ALL REFERENCE MARKS ARE IN.
 LB2451
 LB2451                          STATION RECOVERY (1960)
 LB2451
 LB2451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2451'A WOODEN STAKE WITH A NAIL IN TOP WAS FOUND MARKING BASE OF STATION.
 LB2451'NO RM WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2476 ***********************************************************************
 ME2476  DESIGNATION -  DUNE
 ME2476  PID         -  ME2476
 ME2476  STATE/COUNTY-  IN/PORTER
 ME2476  COUNTRY     -  US
 ME2476  USGS QUAD   -  PORTAGE (2019)
 ME2476
 ME2476                         *CURRENT SURVEY CONTROL
 ME2476  ______________________________________________________________________
 ME2476* NAD 83(1997) POSITION- 41 37 06.57430(N) 087 13 11.59713(W)   ADJUSTED
 ME2476* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 ME2476  ______________________________________________________________________
 ME2476  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME2476  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 ME2476  HORZ ORDER      -  FIRST
 ME2476
 ME2476.The horizontal coordinates were established by classical geodetic methods
 ME2476.and adjusted by the National Geodetic Survey in May 1999.
 ME2476
 ME2476.The orthometric height was scaled from a topographic map.
 ME2476
 ME2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2476.GEOID18 height accuracy estimate available here.
 ME2476
 ME2476.Click photographs - Photos may exist for this station.
 ME2476
 ME2476.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2476
 ME2476. The following values were computed from the NAD 83(1997) position.
 ME2476
 ME2476;                    North         East     Units Scale Factor Converg.
 ME2476;SPC IN W     -   707,254.664   888,619.387   MT  0.99996826   -0 05 26.5
 ME2476;SPC IN W     - 2,320,384.68  2,915,412.11   sFT  0.99996826   -0 05 26.5
 ME2476;UTM  16      - 4,607,442.683   481,681.018   MT  0.99960413   -0 08 45.8
 ME2476
 ME2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2476!SPC IN W     -   0.99997188  x   0.99996826  =   0.99994014
 ME2476!UTM  16      -   0.99997188  x   0.99960413  =   0.99957602
 ME2476
 ME2476:                Primary Azimuth Mark                     Grid Az
 ME2476:SPC IN W     -  GARY HOBART WATER WORKS TANK             264 05 37.3
 ME2476:UTM  16      -  GARY HOBART WATER WORKS TANK             264 08 56.6
 ME2476
 ME2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8168107442(NAD 83)
 ME2476
 ME2476|---------------------------------------------------------------------|
 ME2476| PID    Reference Object                     Distance      Geod. Az  |
 ME2476|                                                           dddmmss.s |
 ME2476| CM3437 DUNE RM 1                            16.550 METERS 07226     |
 ME2476| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX.18.3 KM 1221443.9 |
 ME2476| CM3438 DUNE RM 2                            10.820 METERS 13500     |
 ME2476| CM3436 DUNE AZ MK                                         1935112.7 |
 ME2476| ME2479 GARY HOBART WATER WORKS TANK        APPROX. 1.1 KM 2640010.8 |
 ME2476|---------------------------------------------------------------------|
 ME2476
 ME2476                          SUPERSEDED SURVEY CONTROL
 ME2476
 ME2476  NAD 83(1994)-  41 37 06.58044(N)    087 13 11.60167(W) AD(       ) 1
 ME2476  NAD 83(1986)-  41 37 06.58049(N)    087 13 11.60139(W) AD(       ) 1
 ME2476  NAD 27      -  41 37 06.45560(N)    087 13 11.47770(W) AD(       ) 1
 ME2476
 ME2476.Superseded values are not recommended for survey control.
 ME2476
 ME2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2476.See file dsdata.pdf to determine how the superseded data were derived.
 ME2476
 ME2476_MARKER: DS = TRIANGULATION STATION DISK
 ME2476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME2476_STAMPING: DUNE 1952
 ME2476_MARK LOGO: CGS
 ME2476_PROJECTION: RECESSED 8 CENTIMETERS
 ME2476_MAGNETIC: P = MARKER IS A STEEL PIPE
 ME2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2476+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2023
 ME2476
 ME2476  HISTORY     - Date     Condition        Report By
 ME2476  HISTORY     - 1952     MONUMENTED       CGS
 ME2476  HISTORY     - 1960     GOOD             USGS
 ME2476  HISTORY     - 1963     GOOD             USLS
 ME2476  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME2476  HISTORY     - 1983     POOR             LOCENG
 ME2476  HISTORY     - 20230415 GOOD             IN-127
 ME2476
 ME2476                          STATION DESCRIPTION
 ME2476
 ME2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2476'STATION IS LOCATED ABOUT 6 MILES EAST OF GARY AND ABOUT 1/2 MILE SOUTH
 ME2476'OF LAKE MICHIGAN ON THE HIGHEST SAND DUNE IN THE VICINITY AND ON
 ME2476'PROPERTY OWNED BY JOHN D.  DEPHAUW.  IT IS 4 FEET EAST OF A FENCELINE
 ME2476'AND A WHITE WITNESS POST.  THE UNDERGROUND STATION MARK IS A IRON PIPE
 ME2476'4 INCHES IN DIAMETER AND IS 5 FOOT LONG WITH A STANDARD TRIANGULATION
 ME2476'STATION MARK DISK SET IN THE TOP STAMPED DUNE 1952.  THE SURFACE
 ME2476'STATION MARK IS A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH
 ME2476'CONCRETE AND IS FLUSH, WITH A STANDARD TRIANGULATION STATION MARK DISK
 ME2476'SET IN THE TOP STAMPED DUNE 1952.
 ME2476'
 ME2476'REFERENCE MARK NO. 1 IS 1-1/4 INCH IRON PIPE 8 FOOT LONG DRIVEN INTO
 ME2476'THE SAND AND PROJECTS 6 INCHES AND HAS DUNE NO 1 1952 STAMPED ON THE
 ME2476'SIDE OF THE PIPE.
 ME2476'
 ME2476'REFERENCE MARK NO. 2 IS A 3/4 INCH IRON PIPE 10 FOOT LONG DRIVEN INTO
 ME2476'THE SAND AND PROJECTS 6 INCHES AND HAS DUNE NO 2 1952 STAMPED ON THE
 ME2476'SIDE OF THE PIPE.
 ME2476'
 ME2476'AZIMUTH MARK IS 62 FEET WEST OF THE CENTER OF COUNTY LINE ROAD, 50
 ME2476'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 12, 18 FEET SOUTH OF THE
 ME2476'SOUTH RAIL OF A RAILROAD AND 4 FEET WEST OF A WHITE WITNESS POST.  THE
 ME2476'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUNE 1952.
 ME2476'
 ME2476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S.
 ME2476'HIGHWAY NOS.  20 AND 12 IN GARY, GO EAST ON U.S. HIGHWAY NOS. 12 AND
 ME2476'20 FOR 2.85 MILES TO THE JUNCTION OF U.S. HIGHWAYS 20 AND 12, TURN
 ME2476'LEFT ON U.S. HIGHWAY 12 AND GO 3.2 MILES TO COUNTY LINE ROAD (PAVED
 ME2476'CROSSROAD) AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE, TURN LEFT ON
 ME2476'COUNTY LINE ROAD AND GO NORTH FOR 0.7 MILE TO MAPLE AVENUE, TURN RIGHT
 ME2476'AND GO 0.1 MILE TO THE FOOT OF A HILL, CONTINUE UP HILL 0.05 MILE TO
 ME2476'WHERE ROAD FORKS, TURN LEFT AND GO 0.05 MILE TO END OF ROAD AND FOOT
 ME2476'OF SAND DUNE.  FROM THIS POINT PACK UP SAND BANK TO THE TOP OF DUNE
 ME2476'AND THE STATION ON THE WEST EDGE OF DUNE.  (25 YARDS TO PACK)
 ME2476'
 ME2476'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 ME2476
 ME2476                          STATION RECOVERY (1960)
 ME2476
 ME2476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ME2476'PRACTICALLY ALL OF THE SAND HAS BEEN BLOWN FROM AROUND THE SURFACE
 ME2476'MARK AND IT COULD EASILY BE MOVED.  THE UNDERGROUND MARK IS STILL
 ME2476'UNDISTURBED.  RM NO. 2 HAS BEEN DESTROYED, IT WAS FOUND LYING NEAR ITS
 ME2476'DESCRIBED POSITION.  RM NO. 1 WAS NOT RECOVERED.
 ME2476
 ME2476                          STATION RECOVERY (1963)
 ME2476
 ME2476'RECOVERY NOTE BY US LAKE SURVEY 1963 (EFK)
 ME2476'RECOVERED AS DESCRIBED IN 1952 DESCRIPTION, GOOD CONDITION.
 ME2476'
 ME2476'REFERENCE AND AZIMUTH MARKS ALSO RECOVERED.
 ME2476
 ME2476                          STATION RECOVERY (1971)
 ME2476
 ME2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2476'A SEARCH WAS MADE FOR THE STATION MARK BUT NOTHING WAS FOUND.  THE
 ME2476'PIPES THAT WERE USED AS REFERENCE MARKS COULD NOT BE FOUND.  AN IRON
 ME2476'PIPE FILLED WITH CONCRETE WAS FOUND ON THE SOUTHWEST SLOPE OF THE HILL
 ME2476'BUT THERE WAS NO SIGN OF A DISK THE MARK WAS DUG OUT AND NOTHING WAS
 ME2476'FOUND UNDER IT.  SINCE THE PIPE WAS ONLY A SHORT ONE IT IS THOUGHT TO
 ME2476'HAVE BEEN SET BY SOMEONE ELSE.  THE AZIMUTH MARK WAS FOUND HIT AND
 ME2476'TORN OUT.  THE DISK WAS SALVAGED.  HOWEVER A METAL POST WAS FOUND NEAR
 ME2476'THE STATION SITE BUT NO SIGN AND A CHECK SHOULD BE MADE TO SEE IF ANY
 ME2476'LATER INFORMATION ON THIS STATION EXISTS.  IF NOT THE STATION SHOULD
 ME2476'BE ASSUMED AS LOST.
 ME2476'
 ME2476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES EAST
 ME2476'OF GARY
 ME2476
 ME2476                          STATION RECOVERY (1983)
 ME2476
 ME2476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (ARS)
 ME2476'FOUND CONC. FILLED PIPE AS DESCRIBED - DISK IS BROKEN OFF - MARK
 ME2476'PROJECTS 6 INCHES -
 ME2476'
 ME2476'39.4 FEET NE OF SE CORNER OF ABANDONED CONC. BLOCK BLDG.
 ME2476'39.6 FEET E OF NE CORNER OF ABANDONED CONC. BLOCK BLDG.
 ME2476'20.1 FEET S. OF STEEL KEEP OUT SIGN.
 ME2476'59.3 FEET SW OF T-BAR POST ON LINE TO RM 1.
 ME2476'
 ME2476'AZ MK - NOT FOUND WITH 4 FOOT PROBE.
 ME2476'
 ME2476'RM 1 - NOT FOUND.
 ME2476'
 ME2476'RM 2 - NOT FOUND.
 ME2476'
 ME2476'EAST GARY WATER TANK (410871, P. 1022) AND LIBERTY TWP. KSA 45 MAST
 ME2476'(410871, P. 1046) ARE BOTH VISIBLE FROM STATION.
 ME2476'
 ME2476'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OGDEN DUNES.
 ME2476
 ME2476                          STATION RECOVERY (2023)
 ME2476
 ME2476'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME2476'TO REACH FROM THE INTERSECTION OF LAKE-PORTER COUNTY ROAD AND US
 ME2476'HIGHWAY 12 GO NORTH ON COUNTY LINE ROAD FOR 0.7 MI (1.1 KM) TO MAPLE
 ME2476'AVENUE.  GO EAST BY FOOT ON MAPLE AVE (NOW A DIRT PATH) FOR ABOUT 745
 ME2476'FT (227.1 M) TO WHERE THE PATH TURNS SOUTH, GO SOUTH ON PATH ABOUT 300
 ME2476'FT (91.4 M) TO THE BOTTOM OF A SAND DUNE.  CONTINUE SOUTH ABOUT 50 FT
 ME2476'(15.2 M) TO THE TOP OF THE DUNE AND STATION IS IN WEST EDGE OF DUNE.
 ME2476'58.4 FT (17.8 M) OF METAL T-BAR POST, 11.5 FT (3.5 M) FROM TWIN 12
 ME2476'INCH (0.3 M) OAKS, 11.8 FT (3.6 M) FROM 12 INCH (0.3 M) OAK.  STATION
 ME2476'MARK IS A 6 INCH (15 CM) CAST IRON PIPE FILLED WITH CONCRETE WITH
 ME2476'STANDARD TRIANGULATION DISK SET IN TOP.
 ME2476'
 ME2476'REFERENCE MARK 1 FOUND SEE (RECOVERY FOR DESCRIPTION), REFERENCE MARK
 ME2476'2 WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2068 ***********************************************************************
 LA2068  DESIGNATION -  DUNKIRK
 LA2068  PID         -  LA2068
 LA2068  STATE/COUNTY-  IN/JAY
 LA2068  COUNTRY     -  US
 LA2068  USGS QUAD   -  PENNVILLE (2019)
 LA2068
 LA2068                         *CURRENT SURVEY CONTROL
 LA2068  ______________________________________________________________________
 LA2068* NAD 83(1997) POSITION- 40 22 32.62321(N) 085 11 52.17785(W)   ADJUSTED
 LA2068* NAVD 88 ORTHO HEIGHT -   290.70  (+/-2cm)      953.7   (feet) VERTCON3
 LA2068  ______________________________________________________________________
 LA2068  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 LA2068  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 LA2068  HORZ ORDER      -  THIRD
 LA2068  VERT ORDER      -  THIRD ? (See Below)
 LA2068
 LA2068.The horizontal coordinates were established by classical geodetic methods
 LA2068.and adjusted by the National Geodetic Survey in May 1999.
 LA2068
 LA2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2068
 LA2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2068.GEOID18 height accuracy estimate available here.
 LA2068
 LA2068.The vertical order pertains to the NGVD 29 superseded value.
 LA2068
 LA2068.Click photographs - Photos may exist for this station.
 LA2068
 LA2068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2068
 LA2068. The following values were computed from the NAD 83(1997) position.
 LA2068
 LA2068;                    North         East     Units Scale Factor Converg.
 LA2068;SPC IN E     -   569,342.024   139,814.461   MT  0.99998617   +0 18 13.4
 LA2068;SPC IN E     - 1,867,916.29    458,707.94   sFT  0.99998617   +0 18 13.4
 LA2068;UTM  16      - 4,471,019.709   652,990.581   MT  0.99988812   +1 10 03.6
 LA2068
 LA2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2068!SPC IN E     -   0.99995971  x   0.99998617  =   0.99994588
 LA2068!UTM  16      -   0.99995971  x   0.99988812  =   0.99984784
 LA2068
 LA2068:                Primary Azimuth Mark                     Grid Az
 LA2068:SPC IN E     -  DUNKIRK AZ MK                            024 54 07.9
 LA2068:UTM  16      -  DUNKIRK AZ MK                            024 02 17.7
 LA2068
 LA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5299071019(NAD 83)
 LA2068
 LA2068|---------------------------------------------------------------------|
 LA2068| PID    Reference Object                     Distance      Geod. Az  |
 LA2068|                                                           dddmmss.s |
 LA2068| CF2781 DUNKIRK AZ MK                                      0251221.3 |
 LA2068| CF2782 DUNKIRK RM 1                         25.579 METERS 09755     |
 LA2068| CF2783 DUNKIRK RM 2                         26.203 METERS 20030     |
 LA2068| LA2060 DUNKIRK HART GLASS CO TANK          APPROX. 0.5 KM 2112333.7 |
 LA2068|---------------------------------------------------------------------|
 LA2068
 LA2068                          SUPERSEDED SURVEY CONTROL
 LA2068
 LA2068  NAD 83(1995)-  40 22 32.62389(N)    085 11 52.18198(W) AD(       ) 3
 LA2068  NAD 83(1986)-  40 22 32.62582(N)    085 11 52.19093(W) AD(       ) 3
 LA2068  NAD 27      -  40 22 32.46490(N)    085 11 52.28100(W) AD(       ) 3
 LA2068  NGVD 29             290.83   (m)          954.2    (f) LEVELING    3  
 LA2068
 LA2068.Superseded values are not recommended for survey control.
 LA2068
 LA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2068.See file dsdata.pdf to determine how the superseded data were derived.
 LA2068
 LA2068_MARKER: DS = TRIANGULATION STATION DISK
 LA2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2068_STAMPING: DUNKIRK 1955
 LA2068_MARK LOGO: CGS
 LA2068_PROJECTION: FLUSH
 LA2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2068+STABILITY: SURFACE MOTION
 LA2068
 LA2068  HISTORY     - Date     Condition        Report By
 LA2068  HISTORY     - 1955     MONUMENTED       CGS
 LA2068
 LA2068                          STATION DESCRIPTION
 LA2068
 LA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2068'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE CITY PARK OF
 LA2068'DUNKIRK, 143 FEET WEST OF
 LA2068'THE CENTER OF A CONCRETE ROAD, 86 FEET NORTH-NORTHEAST OF A WHITE 4
 LA2068'BY 4 INCH WITNESS POST AND A WIRE
 LA2068'FENCE, AND 44 FEET SOUTH OF THE CENTER OF THE PARK MACADAM ROAD.
 LA2068'
 LA2068'TO REACH THE STATION FROM THE POST OFFICE IN DUNKIRK, GO NORTH ON
 LA2068'STATE HIGHWAY 167 FOR 0.5
 LA2068'MILE TO A CROSS STREET AT A STOP LIGHT, TURN RIGHT (EAST) AND GO FOR
 LA2068'0.5 MILE TO A SIDE ROAD ON THE
 LA2068'RIGHT AT THE EAST SIDE OF THE PARK, TURN RIGHT (SOUTH) FOR
 LA2068'0.3 MILE TO THE PARK ENTRANCE ON THE RIGHT
 LA2068'AND THE STATION AS DESCRIBED.
 LA2068'
 LA2068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.3 MILE TO
 LA2068'A T-JUNCTION, TURN RIGHT (EAST)
 LA2068'AND GO FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2068'
 LA2068'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2068'DISK IS STAMPED DUNKIRK 1955.
 LA2068'
 LA2068'REFERENCE MARK 1 IS 60 FEET WEST OF THE CENTER OF THE CONCRETE ROAD,
 LA2068'AND 24 FEET SOUTH OF THE PARK
 LA2068'MACADAM ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2068'STAMPED DUNKIRK NO 1 1955.
 LA2068'
 LA2068'REFERENCE MARK 2 IS 1.5 FEET NORTH OF A WIRE FENCE, AND 1 FOOT EAST
 LA2068'OF A WHITE 4 BY 4 INCH
 LA2068'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2068'STAMPED DUNKIRK NO 2 1955.
 LA2068'
 LA2068'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD,
 LA2068'7 FEET WEST OF A TELEPHONE
 LA2068'POLE, 2 FEET WEST OF A WHITE 4 BY 4 INCH WITNESS POST, AND 1 FOOT
 LA2068'NORTH OF A WIRE FENCE.  THE MARK
 LA2068'PROJECTS 5 INCHES, AND THE DISK IS STAMPED DUNKIRK 1955.
 LA2068'
 LA2068'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2058 ***********************************************************************
 LA2058  DESIGNATION -  DUNKIRK HART GLASS CO STACK
 LA2058  PID         -  LA2058
 LA2058  STATE/COUNTY-  IN/JAY
 LA2058  COUNTRY     -  US
 LA2058  USGS QUAD   -  REDKEY (2019)
 LA2058
 LA2058                         *CURRENT SURVEY CONTROL
 LA2058  ______________________________________________________________________
 LA2058* NAD 83(1997) POSITION- 40 22 17.76211(N) 085 12 02.92893(W)   ADJUSTED
 LA2058  ______________________________________________________________________
 LA2058  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 LA2058  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 LA2058  HORZ ORDER      -  THIRD
 LA2058
 LA2058.The horizontal coordinates were established by classical geodetic methods
 LA2058.and adjusted by the National Geodetic Survey in May 1999.
 LA2058
 LA2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2058.GEOID18 height accuracy estimate available here.
 LA2058
 LA2058.Click photographs - Photos may exist for this station.
 LA2058
 LA2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2058
 LA2058. The following values were computed from the NAD 83(1997) position.
 LA2058
 LA2058;                    North         East     Units Scale Factor Converg.
 LA2058;SPC IN E     -   568,882.307   139,563.265   MT  0.99998593   +0 18 06.3
 LA2058;SPC IN E     - 1,866,408.04    457,883.81   sFT  0.99998593   +0 18 06.3
 LA2058;UTM  16      - 4,470,556.302   652,746.368   MT  0.99988720   +1 09 56.3
 LA2058
 LA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5274670556(NAD 83)
 LA2058
 LA2058                          SUPERSEDED SURVEY CONTROL
 LA2058
 LA2058  NAD 83(1995)-  40 22 17.76432(N)    085 12 02.93555(W) AD(       ) 3
 LA2058  NAD 83(1986)-  40 22 17.76448(N)    085 12 02.94159(W) AD(       ) 3
 LA2058  NAD 27      -  40 22 17.60600(N)    085 12 03.06600(W) AD(       ) 3
 LA2058
 LA2058.Superseded values are not recommended for survey control.
 LA2058
 LA2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2058.See file dsdata.pdf to determine how the superseded data were derived.
 LA2058
 LA2058_MARKER: 63 = STACK
 LA2058
 LA2058  HISTORY     - Date     Condition        Report By
 LA2058  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2058  HISTORY     - 1955     GOOD             CGS
 LA2058
 LA2058                          STATION DESCRIPTION
 LA2058
 LA2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2058'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE COMPANY
 LA2058'NOW OWNING THE STACK IS
 LA2058'THE ARMSTRONG-CORK GLASS CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2060 ***********************************************************************
 LA2060  DESIGNATION -  DUNKIRK HART GLASS CO TANK
 LA2060  PID         -  LA2060
 LA2060  STATE/COUNTY-  IN/JAY
 LA2060  COUNTRY     -  US
 LA2060  USGS QUAD   -  REDKEY (2019)
 LA2060
 LA2060                         *CURRENT SURVEY CONTROL
 LA2060  ______________________________________________________________________
 LA2060* NAD 83(1997) POSITION- 40 22 18.57019(N) 085 12 03.38998(W)   ADJUSTED
 LA2060  ______________________________________________________________________
 LA2060  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 LA2060  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 LA2060  HORZ ORDER      -  THIRD
 LA2060
 LA2060.The horizontal coordinates were established by classical geodetic methods
 LA2060.and adjusted by the National Geodetic Survey in May 1999.
 LA2060
 LA2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2060.GEOID18 height accuracy estimate available here.
 LA2060
 LA2060.Click photographs - Photos may exist for this station.
 LA2060
 LA2060.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2060
 LA2060. The following values were computed from the NAD 83(1997) position.
 LA2060
 LA2060;                    North         East     Units Scale Factor Converg.
 LA2060;SPC IN E     -   568,907.174   139,552.257   MT  0.99998592   +0 18 06.0
 LA2060;SPC IN E     - 1,866,489.62    457,847.70   sFT  0.99998592   +0 18 06.0
 LA2060;UTM  16      - 4,470,580.998   652,734.988   MT  0.99988716   +1 09 56.0
 LA2060
 LA2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5273470580(NAD 83)
 LA2060
 LA2060                          SUPERSEDED SURVEY CONTROL
 LA2060
 LA2060  NAD 83(1995)-  40 22 18.57132(N)    085 12 03.39407(W) AD(       ) 3
 LA2060  NAD 83(1986)-  40 22 18.57279(N)    085 12 03.40311(W) AD(       ) 3
 LA2060  NAD 27      -  40 22 18.42300(N)    085 12 03.50500(W) AD(       ) 3
 LA2060
 LA2060.Superseded values are not recommended for survey control.
 LA2060
 LA2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2060.See file dsdata.pdf to determine how the superseded data were derived.
 LA2060
 LA2060_MARKER: 51 = TANK
 LA2060
 LA2060  HISTORY     - Date     Condition        Report By
 LA2060  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2060  HISTORY     - 1955     GOOD             CGS
 LA2060
 LA2060                          STATION DESCRIPTION
 LA2060
 LA2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2060'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE COMPANY
 LA2060'NOW OWNING THE TANK
 LA2060'IS THE ARMSTRONG-CORK GLASS CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2069 ***********************************************************************
 LA2069  DESIGNATION -  DUNKIRK MUNICIPAL TANK
 LA2069  PID         -  LA2069
 LA2069  STATE/COUNTY-  IN/JAY
 LA2069  COUNTRY     -  US
 LA2069  USGS QUAD   -  PENNVILLE (2019)
 LA2069
 LA2069                         *CURRENT SURVEY CONTROL
 LA2069  ______________________________________________________________________
 LA2069* NAD 83(1997) POSITION- 40 22 40.53683(N) 085 12 39.39863(W)   ADJUSTED
 LA2069  ______________________________________________________________________
 LA2069  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 LA2069  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LA2069  HORZ ORDER      -  THIRD
 LA2069
 LA2069.The horizontal coordinates were established by classical geodetic methods
 LA2069.and adjusted by the National Geodetic Survey in May 1999.
 LA2069
 LA2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2069.GEOID18 height accuracy estimate available here.
 LA2069
 LA2069.Click photographs - Photos may exist for this station.
 LA2069
 LA2069.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2069
 LA2069. The following values were computed from the NAD 83(1997) position.
 LA2069
 LA2069;                    North         East     Units Scale Factor Converg.
 LA2069;SPC IN E     -   569,580.290   138,699.297   MT  0.99998509   +0 17 42.8
 LA2069;SPC IN E     - 1,868,698.00    455,049.28   sFT  0.99998509   +0 17 42.8
 LA2069;UTM  16      - 4,471,241.111   651,872.062   MT  0.99988393   +1 09 33.2
 LA2069
 LA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5187271241(NAD 83)
 LA2069
 LA2069                          SUPERSEDED SURVEY CONTROL
 LA2069
 LA2069  NAD 83(1995)-  40 22 40.53939(N)    085 12 39.40490(W) AD(       ) 3
 LA2069  NAD 83(1986)-  40 22 40.53911(N)    085 12 39.41134(W) AD(       ) 3
 LA2069  NAD 27      -  40 22 40.39100(N)    085 12 39.51700(W) AD(       ) 3
 LA2069
 LA2069.Superseded values are not recommended for survey control.
 LA2069
 LA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2069.See file dsdata.pdf to determine how the superseded data were derived.
 LA2069
 LA2069_MARKER: 51 = TANK
 LA2069
 LA2069  HISTORY     - Date     Condition        Report By
 LA2069  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2069  HISTORY     - 1955     GOOD             CGS
 LA2069
 LA2069                          STATION DESCRIPTION
 LA2069
 LA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2069'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1729 ***********************************************************************
 MD1729  DESIGNATION -  DUNLAP
 MD1729  PID         -  MD1729
 MD1729  STATE/COUNTY-  IN/ELKHART
 MD1729  COUNTRY     -  US
 MD1729  USGS QUAD   -  ELKHART (2019)
 MD1729
 MD1729                         *CURRENT SURVEY CONTROL
 MD1729  ______________________________________________________________________
 MD1729* NAD 83(1997) POSITION- 41 37 38.50168(N) 085 54 26.50121(W)   ADJUSTED
 MD1729* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 MD1729  ______________________________________________________________________
 MD1729  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 MD1729  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 MD1729  HORZ ORDER      -  SECOND
 MD1729
 MD1729.The horizontal coordinates were established by classical geodetic methods
 MD1729.and adjusted by the National Geodetic Survey in May 1999.
 MD1729
 MD1729.The orthometric height was scaled from a topographic map.
 MD1729
 MD1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1729.GEOID18 height accuracy estimate available here.
 MD1729
 MD1729.Click photographs - Photos may exist for this station.
 MD1729
 MD1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1729
 MD1729. The following values were computed from the NAD 83(1997) position.
 MD1729
 MD1729;                    North         East     Units Scale Factor Converg.
 MD1729;SPC IN E     -   708,258.622    79,942.994   MT  0.99997162   -0 09 35.6
 MD1729;SPC IN E     - 2,323,678.50    262,279.64   sFT  0.99997162   -0 09 35.6
 MD1729;UTM  16      - 4,608,980.489   591,016.402   MT  0.99970194   +0 43 33.1
 MD1729
 MD1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1729!SPC IN E     -   0.99996796  x   0.99997162  =   0.99993958
 MD1729!UTM  16      -   0.99996796  x   0.99970194  =   0.99966991
 MD1729
 MD1729:                Primary Azimuth Mark                     Grid Az
 MD1729:SPC IN E     -  ELKHART CO HOME WATER TANK               104 39 34.1
 MD1729:UTM  16      -  ELKHART CO HOME WATER TANK               103 46 25.4
 MD1729
 MD1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9101608980(NAD 83)
 MD1729
 MD1729|---------------------------------------------------------------------|
 MD1729| PID    Reference Object                     Distance      Geod. Az  |
 MD1729|                                                           dddmmss.s |
 MD1729| MD1727 ELKHART CO HOME WATER TANK          400.893 METERS 1042958.5 |
 MD1729| CF2785 DUNLAP RM 1                          26.702 METERS 11350     |
 MD1729| CF2784 DUNLAP AZ MK                                       1352613.2 |
 MD1729| CF2786 DUNLAP RM 2                          28.638 METERS 32828     |
 MD1729|---------------------------------------------------------------------|
 MD1729
 MD1729                          SUPERSEDED SURVEY CONTROL
 MD1729
 MD1729  NAD 83(1994)-  41 37 38.50262(N)    085 54 26.50614(W) AD(       ) 2
 MD1729  NAD 83(1986)-  41 37 38.50361(N)    085 54 26.50844(W) AD(       ) 2
 MD1729  NAD 27      -  41 37 38.32600(N)    085 54 26.51850(W) AD(       ) 2
 MD1729
 MD1729.Superseded values are not recommended for survey control.
 MD1729
 MD1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1729.See file dsdata.pdf to determine how the superseded data were derived.
 MD1729
 MD1729_MARKER: DS = TRIANGULATION STATION DISK
 MD1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1729_STAMPING: DUNLAP 1947
 MD1729_MARK LOGO: CGS
 MD1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1729+STABILITY: SURFACE MOTION
 MD1729
 MD1729  HISTORY     - Date     Condition        Report By
 MD1729  HISTORY     - 1947     MONUMENTED       CGS
 MD1729  HISTORY     - 1967     GOOD             BRADY
 MD1729  HISTORY     - 1980     POOR             IN-039
 MD1729
 MD1729                          STATION DESCRIPTION
 MD1729
 MD1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1729'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF GOSHEN, 1/2 MILE
 MD1729'SOUTHEAST OF DUNLAP, BETWEEN THE NEW YORK CENTRAL RAILROAD TRACKS AND
 MD1729'U.S. HIGHWAY NO. 33.  IT IS 500 FEET NORTHEAST OF THE MIDWAY AIRPORT,
 MD1729'240 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 33 AND A PAVED T
 MD1729'ROAD, 76 FEET EAST OF A TELEPHONE POLE, 62 FEET NORTH OF A TELEPHONE
 MD1729'POLE, 59 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 33 AND 4 FEET
 MD1729'WEST-SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 MD1729'AND THE DISK IS STAMPED DUNLAP 1947.
 MD1729'
 MD1729'REFERENCE MARK NO. 1 IS 87.61 FEET SOUTHEAST OF THE STATION AND 3.5
 MD1729'FEET NORTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND
 MD1729'THE DISK IS STAMPED DUNLAP NO 1 1947.
 MD1729'
 MD1729'REFERENCE MARK NO. 2 IS 93.95 FEET NORTHWEST OF THE STATION, 90 FEET
 MD1729'NORTHEAST OF THE CENTERLINE OF HIGHWAY 33 AND 28 FEET SOUTHEAST OF A
 MD1729'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1729'DUNLAP NO 2 1947.
 MD1729'
 MD1729'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 70 FEET
 MD1729'WEST-SOUTHWEST OF A RAILROAD CROSSING, 52 FEET NORTHWEST OF A GRAVEL
 MD1729'ROAD, 47 FEET WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 33, 5 FEET
 MD1729'NORTHWEST OF A TELEPHONE POLE AND 2 FEET WEST-NORTHWEST OF A WHITE
 MD1729'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1729'DUNLAP 1947.
 MD1729'
 MD1729'TO REACH THE STATION FROM THE COURTHOUSE IN GOSHEN GO NORTH AND
 MD1729'NORTHWEST FOR 4.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD1729'
 MD1729'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1729
 MD1729                          STATION RECOVERY (1967)
 MD1729
 MD1729'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1729'DUNLAP 1947 FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR AZIMUTH
 MD1729'MARK.  R.M. NO. 1 FOUND.
 MD1729
 MD1729                          STATION RECOVERY (1980)
 MD1729
 MD1729'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1729'DUNLAP 1947 DISK HAS BEEN DEFACED BUT CENTER PUNCH VISIBLE.  DUNLAP
 MD1729'NO. 1 1947 FOUND AS DESCRIBED.  DUNLAP NO. 2 1947 FOUND AS DESCRIBED.
 MD1729'AZIMUTH MARK NOT FOUND.  PRESUMED DESTROYED DURING U.S. 33
 MD1729'IMPROVEMENTS.  DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MD1729'NORTHWEST OF GOSHEN, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2174 ***********************************************************************
 LB2174  DESIGNATION -  DUNNINGTON ST MARYS CATH CH
 LB2174  PID         -  LB2174
 LB2174  STATE/COUNTY-  IN/BENTON
 LB2174  COUNTRY     -  US
 LB2174  USGS QUAD   -  BOSWELL (2019)
 LB2174
 LB2174                         *CURRENT SURVEY CONTROL
 LB2174  ______________________________________________________________________
 LB2174* NAD 83(1997) POSITION- 40 33 52.01715(N) 087 29 24.36698(W)   ADJUSTED
 LB2174  ______________________________________________________________________
 LB2174  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 LB2174  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 LB2174  HORZ ORDER      -  THIRD
 LB2174
 LB2174.The horizontal coordinates were established by classical geodetic methods
 LB2174.and adjusted by the National Geodetic Survey in May 1999.
 LB2174
 LB2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2174.GEOID18 height accuracy estimate available here.
 LB2174
 LB2174.Click photographs - Photos may exist for this station.
 LB2174
 LB2174.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2174
 LB2174. The following values were computed from the NAD 83(1997) position.
 LB2174
 LB2174;                    North         East     Units Scale Factor Converg.
 LB2174;SPC IN W     -   590,271.540   865,553.258   MT  0.99998127   -0 15 52.3
 LB2174;SPC IN W     - 1,936,582.54  2,839,735.98   sFT  0.99998127   -0 15 52.3
 LB2174;UTM  16      - 4,490,524.018   458,511.462   MT  0.99962119   -0 19 07.4
 LB2174
 LB2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5851190524(NAD 83)
 LB2174
 LB2174                          SUPERSEDED SURVEY CONTROL
 LB2174
 LB2174  NAD 83(1986)-  40 33 52.02592(N)    087 29 24.37415(W) AD(       ) 3
 LB2174  NAD 27      -  40 33 51.89400(N)    087 29 24.29700(W) AD(       ) 3
 LB2174
 LB2174.Superseded values are not recommended for survey control.
 LB2174
 LB2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2174.See file dsdata.pdf to determine how the superseded data were derived.
 LB2174
 LB2174_MARKER: 91 = CHURCH CROSS
 LB2174
 LB2174  HISTORY     - Date     Condition        Report By
 LB2174  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2174
 LB2174                          STATION DESCRIPTION
 LB2174
 LB2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2174'STATION IS THE BASE OF THE CROSS ATOP THE SPIRE OF ST. MARYS
 LB2174'CATHOLIC CHURCH, LOCATED IN THE NORTHEAST ANGLE OF THE MAIN ROAD
 LB2174'INTERSECTION IN THE VILLAGE OF DUNNINGTON.  IT IS A SLATE COVERED
 LB2174'SPIRE, ATOP THE SOUTHWEST CORNER OF A RED BRICK CHURCH AND HAS A
 LB2174'SMALL CROSS ATOP.  THE HEIGHT OF THE TOP OF THE CROSS IS 86 FEET.
 LB2174'
 LB2174'HEIGHT WAS DETERMINED BY HAND LEVEL.  RECORDED IN VOL. 16 PAGE 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1722 ***********************************************************************
 JA1722  DESIGNATION -  DUTCH
 JA1722  PID         -  JA1722
 JA1722  STATE/COUNTY-  IN/WASHINGTON
 JA1722  COUNTRY     -  US
 JA1722  USGS QUAD   -  PALMYRA (2019)
 JA1722
 JA1722                         *CURRENT SURVEY CONTROL
 JA1722  ______________________________________________________________________
 JA1722* NAD 83(1997) POSITION- 38 29 10.24756(N) 086 01 50.54785(W)   ADJUSTED
 JA1722* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 JA1722  ______________________________________________________________________
 JA1722  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 JA1722  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 JA1722  HORZ ORDER      -  SECOND
 JA1722
 JA1722.The horizontal coordinates were established by classical geodetic methods
 JA1722.and adjusted by the National Geodetic Survey in May 1999.
 JA1722
 JA1722.The orthometric height was scaled from a topographic map.
 JA1722
 JA1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1722.GEOID18 height accuracy estimate available here.
 JA1722
 JA1722.Click photographs - Photos may exist for this station.
 JA1722
 JA1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1722
 JA1722. The following values were computed from the NAD 83(1997) position.
 JA1722
 JA1722;                    North         East     Units Scale Factor Converg.
 JA1722;SPC IN E     -   359,521.515    68,238.634   MT  0.99997908   -0 13 35.6
 JA1722;SPC IN E     - 1,179,530.17    223,879.59   sFT  0.99997908   -0 13 35.6
 JA1722;UTM  16      - 4,260,204.959   584,537.290   MT  0.99968801   +0 36 11.7
 JA1722
 JA1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1722!SPC IN E     -   0.99996290  x   0.99997908  =   0.99994199
 JA1722!UTM  16      -   0.99996290  x   0.99968801  =   0.99965093
 JA1722
 JA1722:                Primary Azimuth Mark                     Grid Az
 JA1722:SPC IN E     -  DUTCH AZ MK                              105 34 40.2
 JA1722:UTM  16      -  DUTCH AZ MK                              104 44 52.9
 JA1722
 JA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8453760204(NAD 83)
 JA1722
 JA1722|---------------------------------------------------------------------|
 JA1722| PID    Reference Object                     Distance      Geod. Az  |
 JA1722|                                                           dddmmss.s |
 JA1722| CG8560 DUTCH AZ MK                                        1052104.6 |
 JA1722| CG8561 DUTCH RM 1                           20.270 METERS 13424     |
 JA1722| CG8562 DUTCH RM 2                           16.682 METERS 20930     |
 JA1722|---------------------------------------------------------------------|
 JA1722
 JA1722                          SUPERSEDED SURVEY CONTROL
 JA1722
 JA1722  NAD 83(1993)-  38 29 10.24971(N)    086 01 50.54869(W) AD(       ) 2
 JA1722  NAD 83(1986)-  38 29 10.25162(N)    086 01 50.55319(W) AD(       ) 2
 JA1722  NAD 27      -  38 29 10.03200(N)    086 01 50.65000(W) AD(       ) 2
 JA1722
 JA1722.Superseded values are not recommended for survey control.
 JA1722
 JA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1722.See file dsdata.pdf to determine how the superseded data were derived.
 JA1722
 JA1722_MARKER: DS = TRIANGULATION STATION DISK
 JA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1722_STAMPING: DUTCH 1946
 JA1722_MARK LOGO: CGS
 JA1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1722+STABILITY: SURFACE MOTION
 JA1722
 JA1722  HISTORY     - Date     Condition        Report By
 JA1722  HISTORY     - 1946     MONUMENTED       CGS
 JA1722  HISTORY     - 1947     GOOD             CGS
 JA1722  HISTORY     - 1957     GOOD             CGS
 JA1722
 JA1722                          STATION DESCRIPTION
 JA1722
 JA1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1722'THIS STATION IS LOCATED IN A CHURCH YARD, AT THE TOP OF A PROMINENT
 JA1722'HILL, ABOUT 1-1/2 MILES SOUTHWEST OF PEKIN, AND 0.2 MILE
 JA1722'NORTHWEST OF A RIGHT-ANGLE TURN IN STATE HIGHWAY 355. IT IS 72 FEET
 JA1722'NORTH OF THE NORTHWEST CORNER OF A SMALL CHURCH, 29 FEET
 JA1722'SOUTHWEST OF A GRAVEL ROAD, AND 5 FEET SOUTHEAST OF A WHITE WITNESS
 JA1722'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUTCH
 JA1722'1946.
 JA1722'
 JA1722'REFERENCE MARK NO. 1 IS 66.50 FEET SOUTHEAST OF STATION AND 18 FEET
 JA1722'NORTH OF NORTHEAST CORNER OF CHURCH. THE MARK PROJECTS 2
 JA1722'INCHES AND THE DISK IS STAMPED DUTCH NO 1 1946.
 JA1722'
 JA1722'REFERENCE MARK NO. 2 IS 54.73 FEET SOUTHWEST OF STATION AND 51 FEET
 JA1722'NORTHWEST OF THE NORTHWEST CORNER OF CHURCH. THE MARK PROJECTS 2
 JA1722'INCHES AND THE DISK IS STAMPED DUTCH NO 2 1946.
 JA1722'
 JA1722'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, 16 FEET EAST OF HIGHWAY
 JA1722'355, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 JA1722'PROJECTS 6 INCHES AND THE DISK IS STAMPED DUTCH 1946.
 JA1722'
 JA1722'TO REACH FROM PEKIN, GO SOUTHEAST ON STATE HIGHWAY 60 FOR 0.7 MILE TO
 JA1722'THE JUNCTION WITH STATE HIGHWAY 355, THEN TURN RIGHT ON HIGHWAY
 JA1722'355 AND GO SOUTHWESTERLY FOR 1.7 MILES TO TOP OF GRADE AT A
 JA1722'RIGHT-ANGLE TURN IN THE HIGHWAY, THEN TURN RIGHT ON A GRAVEL
 JA1722'ROAD AND GO NORTHWEST FOR 0.2 MILE TO CHURCH AND STATION ON LEFT.
 JA1722'
 JA1722'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST ON GRAVEL ROAD
 JA1722'FOR 0.2 MILE TO THE HIGHWAY, THEN TURN LEFT AND GO NORTHEASTERLY
 JA1722'FOR 0.25 MILE TO MARK ON RIGHT.
 JA1722'
 JA1722'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1722
 JA1722                          STATION RECOVERY (1947)
 JA1722
 JA1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1722'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO
 JA1722'ADDITIONAL MARKS WERE ESTABLISHED. SURFACE,
 JA1722'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JA1722'SET IN CONCRETE. THE 1946
 JA1722'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE HIGHWAY NUMBER.
 JA1722'STATE HIGHWAY 335 IS NOT 355 AS STATED IN THE 1946
 JA1722'DESCRIPTION. A NEW DESCRIPTION FOLLOWS.
 JA1722'
 JA1722'THE STATION IS LOCATED AT THE MT. WASHINGTON CHURCH YARD, AT THE TOP
 JA1722'OF A PROMINENT HILL, ABOUT 1-1/2 MILES SOUTHWEST OF PEKIN, AND 0.2
 JA1722'MILE NORTHWEST OF A LEFT-ANGLE TURN IN STATE HIGHWAY 335. IT IS 72
 JA1722'FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 29 FEET
 JA1722'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 5 FEET
 JA1722'SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 JA1722'DISK IS STAMPED DUTCH 1946.
 JA1722'
 JA1722'REFERENCE MARK NO. 1 IS 66.50 FEET SOUTHEAST OF THE STATION AND 18
 JA1722'FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH.  THE MARK
 JA1722'PROJECTS 2 INCHES, AND THE DISK IS STAMPED DUTCH NO 1 1946.
 JA1722'
 JA1722'REFERENCE MARK NO. 2 IS 54.73 FEET SOUTHWEST OF THE STATION AND 51
 JA1722'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH. THE
 JA1722'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED DUTCH NO 2 1946.
 JA1722'
 JA1722'THE AZIMUTH MARK IS APPROXIMATE 0.4 MILE EAST-SOUTHEAST OF THE
 JA1722'STATION, 16 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 JA1722'HIGHWAY 335, AND 2 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 6
 JA1722'INCHES, AND THE DISK IS STAMPED DUTCH 1946.
 JA1722'
 JA1722'TO REACH THE STATION FROM PEKIN, GO SOUTHEAST ON STATE HIGHWAY 60 FOR
 JA1722'0.7 MILE TO THE JUNCTION WITH STATE HIGHWAY 335. TURN RIGHT,
 JA1722'SOUTHWEST, ON STATE HIGHWAY 335 FOR 1.7 MILES TO THE TOP OF A GRADE
 JA1722'AT A RIGHT-ANGLE TURN IN THE HIGHWAY AND A GRAVEL ROAD ON THE
 JA1722'RIGHT.  TURN WEST, AND GO ON THE MAIN GRAVEL ROAD FOR 0.2 MILE TO A
 JA1722'CHURCH AND THE STATION ON THE LEFT.
 JA1722'
 JA1722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE MAIN
 JA1722'GRAVEL ROAD FOR 0.2 MILE TO STATE HIGHWAY 335. TURN LEFT, AND GO
 JA1722'ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JA1722'
 JA1722'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1722
 JA1722                          STATION RECOVERY (1957)
 JA1722
 JA1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JA1722'THIS STATION WAS FOUND AS DESCRIBED BY F.X. POPPER IN 1947, ALL MARKS
 JA1722'ARE IN PLACE AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2584 ***********************************************************************
 ME2584  DESIGNATION -  DYER MUNICIPAL TANK
 ME2584  PID         -  ME2584
 ME2584  STATE/COUNTY-  IN/LAKE
 ME2584  COUNTRY     -  US
 ME2584  USGS QUAD   -  DYER (2019)
 ME2584
 ME2584                         *CURRENT SURVEY CONTROL
 ME2584  ______________________________________________________________________
 ME2584* NAD 83(1997) POSITION- 41 29 34.45844(N) 087 31 14.19067(W)   ADJUSTED
 ME2584  ______________________________________________________________________
 ME2584  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 ME2584  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 ME2584  HORZ ORDER      -  THIRD
 ME2584
 ME2584.The horizontal coordinates were established by classical geodetic methods
 ME2584.and adjusted by the National Geodetic Survey in May 1999.
 ME2584
 ME2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2584.GEOID18 height accuracy estimate available here.
 ME2584
 ME2584.Click photographs - Photos may exist for this station.
 ME2584
 ME2584.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2584
 ME2584. The following values were computed from the NAD 83(1997) position.
 ME2584
 ME2584;                    North         East     Units Scale Factor Converg.
 ME2584;SPC IN W     -   693,390.075   863,486.386   MT  0.99998307   -0 17 23.0
 ME2584;SPC IN W     - 2,274,897.27  2,832,954.92   sFT  0.99998307   -0 17 23.0
 ME2584;UTM  16      - 4,593,607.359   456,543.754   MT  0.99962324   -0 20 41.7
 ME2584
 ME2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5654393607(NAD 83)
 ME2584
 ME2584                          SUPERSEDED SURVEY CONTROL
 ME2584
 ME2584  NAD 83(1986)-  41 29 34.46375(N)    087 31 14.19736(W) AD(       ) 3
 ME2584  NAD 27      -  41 29 34.33600(N)    087 31 14.04800(W) AD(       ) 3
 ME2584
 ME2584.Superseded values are not recommended for survey control.
 ME2584
 ME2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2584.See file dsdata.pdf to determine how the superseded data were derived.
 ME2584
 ME2584_MARKER: 53 = ELEVATED TANK
 ME2584
 ME2584  HISTORY     - Date     Condition        Report By
 ME2584  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2584  HISTORY     - 1955     GOOD             CGS
 ME2584
 ME2584                          STATION DESCRIPTION
 ME2584
 ME2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2584'STATION IS LOCATED ABOUT 250 FEET SOUTH OF JOLIET STREET NEAR
 ME2584'THE CENTER OF
 ME2584'DYER.  IT IS A 4 LEGGED STEEL STRUCTURE WITH A STEEL WATER TANK ATOP
 ME2584'AND IS ABOUT 125 FEET HIGH.  THE
 ME2584'TANK IS PAINTED SILVER AND HAS THE LEGEND DYER PAINTED ON
 ME2584'4 SIDES OF THE TANK.  THE POINT OBSERVED ON WAS
 ME2584'THE METAL BALL AT THE APEX OF THE ROOF
 ME2584'OF THE TANK.
 ME2584
 ME2584                          STATION RECOVERY (1955)
 ME2584
 ME2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2584'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2582 ***********************************************************************
 ME2582  DESIGNATION -  DYER ST JOSEPHS CATH CH SPIRE
 ME2582  PID         -  ME2582
 ME2582  STATE/COUNTY-  IN/LAKE
 ME2582  COUNTRY     -  US
 ME2582  USGS QUAD   -  DYER (2019)
 ME2582
 ME2582                         *CURRENT SURVEY CONTROL
 ME2582  ______________________________________________________________________
 ME2582* NAD 83(1997) POSITION- 41 29 36.29780(N) 087 31 01.80106(W)   ADJUSTED
 ME2582  ______________________________________________________________________
 ME2582  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 ME2582  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 ME2582  HORZ ORDER      -  THIRD
 ME2582
 ME2582.The horizontal coordinates were established by classical geodetic methods
 ME2582.and adjusted by the National Geodetic Survey in May 1999.
 ME2582
 ME2582.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2582.GEOID18 height accuracy estimate available here.
 ME2582
 ME2582.Click photographs - Photos may exist for this station.
 ME2582
 ME2582.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2582
 ME2582. The following values were computed from the NAD 83(1997) position.
 ME2582
 ME2582;                    North         East     Units Scale Factor Converg.
 ME2582;SPC IN W     -   693,445.372   863,774.050   MT  0.99998281   -0 17 14.8
 ME2582;SPC IN W     - 2,275,078.69  2,833,898.70   sFT  0.99998281   -0 17 14.8
 ME2582;UTM  16      - 4,593,662.359   456,831.368   MT  0.99962293   -0 20 33.5
 ME2582
 ME2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5683193662(NAD 83)
 ME2582
 ME2582                          SUPERSEDED SURVEY CONTROL
 ME2582
 ME2582  NAD 83(1986)-  41 29 36.30314(N)    087 31 01.80775(W) AD(       ) 3
 ME2582  NAD 27      -  41 29 36.17500(N)    087 31 01.65900(W) AD(       ) 3
 ME2582
 ME2582.Superseded values are not recommended for survey control.
 ME2582
 ME2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2582.See file dsdata.pdf to determine how the superseded data were derived.
 ME2582
 ME2582_MARKER: 90 = CHURCH SPIRE
 ME2582
 ME2582  HISTORY     - Date     Condition        Report By
 ME2582  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2582
 ME2582                          STATION DESCRIPTION
 ME2582
 ME2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2582'STATION IS LOCATED AT THE SOUTH END OF CHURCH STREET AND ON
 ME2582'THE SOUTH SIDE OF
 ME2582'JOLIET STREET IN THE EAST SECTION OF DYER.  IT IS A RED BRICK
 ME2582'STRUCTURE WITH A GRAY METAL ROOF
 ME2582'LOCATED ATOP ST. JOSEPHS CATHOLIC CHURCH AND IS ABOUT 130 FEET
 ME2582'HIGH.  THE POINT OBSERVED ON WAS THE BASE
 ME2582'OF THE CROSS AT THE TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2439 ***********************************************************************
 LB2439  DESIGNATION -  DYKEMAN
 LB2439  PID         -  LB2439
 LB2439  STATE/COUNTY-  IN/CASS
 LB2439  COUNTRY     -  US
 LB2439  USGS QUAD   -  LUCERNE (2019)
 LB2439
 LB2439                         *CURRENT SURVEY CONTROL
 LB2439  ______________________________________________________________________
 LB2439* NAD 83(1997) POSITION- 40 45 58.55082(N) 086 22 51.63177(W)   ADJUSTED
 LB2439* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2439  ______________________________________________________________________
 LB2439  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 LB2439  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 LB2439  HORZ ORDER      -  SECOND
 LB2439
 LB2439.The horizontal coordinates were established by classical geodetic methods
 LB2439.and adjusted by the National Geodetic Survey in May 1999.
 LB2439
 LB2439.The orthometric height was scaled from a topographic map.
 LB2439
 LB2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2439.GEOID18 height accuracy estimate available here.
 LB2439
 LB2439.Click photographs - Photos may exist for this station.
 LB2439
 LB2439.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2439
 LB2439. The following values were computed from the NAD 83(1997) position.
 LB2439
 LB2439;                    North         East     Units Scale Factor Converg.
 LB2439;SPC IN E     -   612,847.811    39,688.653   MT  1.00001142   -0 27 59.3
 LB2439;SPC IN E     - 2,010,651.53    130,211.86   sFT  1.00001142   -0 27 59.3
 LB2439;SPC IN W     -   612,839.620   959,296.699   MT  1.00000993   +0 27 31.0
 LB2439;SPC IN W     - 2,010,624.65  3,147,292.59   sFT  1.00000993   +0 27 31.0
 LB2439;UTM  16      - 4,512,994.959   552,241.725   MT  0.99963359   +0 24 15.1
 LB2439
 LB2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2439!SPC IN E     -   0.99997023  x   1.00001142  =   0.99998165
 LB2439!SPC IN W     -   0.99997023  x   1.00000993  =   0.99998016
 LB2439!UTM  16      -   0.99997023  x   0.99963359  =   0.99960384
 LB2439
 LB2439:                Primary Azimuth Mark                     Grid Az
 LB2439:SPC IN E     -  DYKEMAN AZ MK                            058 14 16.2
 LB2439:SPC IN W     -  DYKEMAN AZ MK                            057 18 45.9
 LB2439:UTM  16      -  DYKEMAN AZ MK                            057 22 01.8
 LB2439
 LB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5224112994(NAD 83)
 LB2439
 LB2439|---------------------------------------------------------------------|
 LB2439| PID    Reference Object                     Distance      Geod. Az  |
 LB2439|                                                           dddmmss.s |
 LB2439| CF2787 DYKEMAN AZ MK                                      0574616.9 |
 LB2439| LB2428 LOGANSPORT MUN PWR PLT STK          APPROX. 1.9 KM 1144425.0 |
 LB2439| LB2432 LOGANSPORT W HEPPE AND SON STK      APPROX. 2.3 KM 1342117.2 |
 LB2439| LB2427 LOGANSPORT ST JOSEPH CH SPIRE       APPROX. 1.8 KM 1464049.8 |
 LB2439| CF2790 DYKEMAN RM 3                          9.721 METERS 15539     |
 LB2439| LB2412 LOGANSPORT ST MENTAL HOSP TANK      APPROX. 3.2 KM 2072417.5 |
 LB2439| CF2788 DYKEMAN RM 1                         22.418 METERS 25027     |
 LB2439| CF2789 DYKEMAN RM 2                         34.747 METERS 32300     |
 LB2439|---------------------------------------------------------------------|
 LB2439
 LB2439                          SUPERSEDED SURVEY CONTROL
 LB2439
 LB2439  NAD 83(1986)-  40 45 58.55534(N)    086 22 51.64199(W) AD(       ) 2
 LB2439  NAD 27      -  40 45 58.40780(N)    086 22 51.63800(W) AD(       ) 2
 LB2439
 LB2439.Superseded values are not recommended for survey control.
 LB2439
 LB2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2439.See file dsdata.pdf to determine how the superseded data were derived.
 LB2439
 LB2439_MARKER: DS = TRIANGULATION STATION DISK
 LB2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2439_STAMPING: DYKEMAN 1948
 LB2439_MARK LOGO: CGS
 LB2439_PROJECTION: FLUSH
 LB2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2439+STABILITY: SURFACE MOTION
 LB2439
 LB2439  HISTORY     - Date     Condition        Report By
 LB2439  HISTORY     - 1948     MONUMENTED       CGS
 LB2439  HISTORY     - 1969     GOOD             BRADY
 LB2439  HISTORY     - 1969     GOOD             CGS
 LB2439
 LB2439                          STATION DESCRIPTION
 LB2439
 LB2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2439'STATION IS LOCATED IN THE NORTHWEST EDGE OF LOGANSPORT ON THE GROUNDS
 LB2439'OF DYKEMAN PARK AND GOLF COURSE.  IT IS 92 FEET NORTHEAST OF THE
 LB2439'NORTHEAST CORNER OF THE GOLF COURSE CLUB HOUSE AND 54 FEET
 LB2439'SOUTHEAST OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH WITH THE
 LB2439'GROUND AND THE DISK IS STAMPED DYKEMAN 1948.
 LB2439'
 LB2439'REFERENCE MARK NO. 1 IS 73.55 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2439'19 FEET NORTHEAST OF THE NORTHEAST CORNER OF CLUB HOUSE AND 18 FEET
 LB2439'SOUTH OF CENTER OF DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND
 LB2439'THE DISK IS STAMPED DYKEMAN NO 1 1948.
 LB2439'
 LB2439'REFERENCE MARK NO. 2 IS 113.98 FEET NORTHWEST OF THE STATION.  IT IS
 LB2439'15 FEET WEST OF CENTER OF DRIVEWAY.  THE MARK IS FLUSH WITH THE
 LB2439'GROUND AND THE DISK IS STAMPED DYKEMAN NO 2 1948.
 LB2439'
 LB2439'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF STATION.  IT IS 16 FEET SOUTH
 LB2439'OF CENTER OF DRIVEWAY, 4 FEET NORTH OF WHITE WITNESS POST AND 2 FEET
 LB2439'WEST OF STONE GATEPOST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LB2439'DISK IS STAMPED DYKEMAN 1948.
 LB2439'
 LB2439'TO REACH THE STATION FROM THE CASS COUNTY COURTHOUSE IN LOGANSPORT,
 LB2439'GO NORTH ON STATE HIGHWAY 17 FOR 0.9 MILE TO ROAD FORK, TAKE LEFT
 LB2439'FORK FOR 0.05 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO
 LB2439'ENTRANCE TO PARK AND AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE FOR
 LB2439'0.25 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO CLUB HOUSE
 LB2439'AND STATION AS DESCRIBED.
 LB2439'
 LB2439'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2439
 LB2439                          STATION RECOVERY (1969)
 LB2439
 LB2439'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969 (JJ)
 LB2439'STATION RECOVERED IN GOOD CONDITION.
 LB2439'RM 1 IS THOUGHT TO BE UNDER AN ASPHALT SIDEWALK.
 LB2439'RM NO. 2 UNABLE TO LOCATE FROM DESCRIPTION.
 LB2439'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LB2439'
 LB2439'OLD CLUB HOUSE HAS BEEN TORN DOWN AND A NEW ONE CONSTRUCTED.
 LB2439'
 LB2439'STATION IS NOW--
 LB2439'78.1 FEET NE OF NE CORNER OF NEW CLUBHOUSE.
 LB2439'81.2 FEET S OF SW CORNER OF MEMORIAL MONUMENT.
 LB2439'11.7 FEET SE OF 6 INCH TREE.
 LB2439
 LB2439                          STATION RECOVERY (1969)
 LB2439
 LB2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2439'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 LB2439'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED TO
 LB2439'HAVE BEEN DESTROYED WHEN A NEW CLUB HOUSE WAS BUILT.  A REFERENCE
 LB2439'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 LB2439'CHECKED.  THE DIRECTION TO THE SPIRE FAILED TO CHECK BY 12.6 SECONDS
 LB2439'BUT BOTH THE SPIRE AND THE AZIMUTH MARK ARE PARTIALLY OBSTRUCTED
 LB2439'BY TREES.  A NEW DESCRIPTION FOLLOWS.
 LB2439'
 LB2439'THE STATION IS LOCATED ON THE GROUNDS OF THE DYKEMAN PARK AND GOLF
 LB2439'COURSE ON A HIGH BLUFF OVERLOOKING LOGANSPORT, 78 FEET NORTHEAST OF
 LB2439'THE NORTHEAST CORNER OF THE CLUB HOUSE, 81 FEET SOUTH OF A MEMORIAL
 LB2439'MONUMENT WHICH PROJECTS ABOUT 2 FEET AND 12 FEET SOUTHEAST OF A 6
 LB2439'INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2439'DYKEMAN 1948.
 LB2439'
 LB2439'REFERENCE MARK 2 IS 126 FEET NORTH OF THE NORTHEAST CORNER OF THE
 LB2439'CLUB HOUSE, 77 FEET NORTHEAST OF A POWER POLE, 30 FEET EAST OF THE
 LB2439'CENTERLINE OF DRIVEWAY TO CLUB HOUSE AND 5 FEET EAST OF A 30
 LB2439'INCH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2439'DYKEMAN NO 2 1948.
 LB2439'
 LB2439'REFERENCE MARK 3 IS 7 FEET NORTHEAST OF A 6 INCH WILD CHERRY TREE AND
 LB2439'83 FEET EAST OF THE NORTHEAST CORNER OF THE CLUB HOUSE.  THE
 LB2439'MONUMENT IS FLUSH AND THE DISK IS STAMPED DYKEMAN 1948 NO 3 1969.
 LB2439'
 LB2439'THE AZIMUTH MARK LOCATED 2 FEET WEST OF THE SOUTH STONE GATE POST AT
 LB2439'THE EAST ENTRANCE TO THE GOLF COURSE AND 16 FEET SOUTH OF THE
 LB2439'CENTERLINE OF THE DRIVEWAY TO THE CLUB HOUSE.  THE MONUMENT
 LB2439'PROJECTS 5 INCHES AND THE DISK IS STAMPED DYKEMAN 1948.
 LB2439'
 LB2439'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0009 ***********************************************************************
 JA0009  DESIGNATION -  E 10
 JA0009  PID         -  JA0009
 JA0009  STATE/COUNTY-  IN/JACKSON
 JA0009  COUNTRY     -  US
 JA0009  USGS QUAD   -  VALLONIA (2019)
 JA0009
 JA0009                         *CURRENT SURVEY CONTROL
 JA0009  ______________________________________________________________________
 JA0009* NAD 83(1986) POSITION- 38 51 12.7    (N) 086 05 51.8    (W)   HD_HELD2
 JA0009* NAVD 88 ORTHO HEIGHT -   163.670 (meters)      536.97  (feet) ADJUSTED
 JA0009  ______________________________________________________________________
 JA0009  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 JA0009  DYNAMIC HEIGHT  -        163.564 (meters)      536.63  (feet) COMP
 JA0009  MODELED GRAVITY -    979,983.2   (mgal)                       NAVD 88
 JA0009
 JA0009  VERT ORDER      -  FIRST     CLASS II
 JA0009
 JA0009.The horizontal coordinates were established by autonomous hand held GPS
 JA0009.observations and have an estimated accuracy of +/- 10 meters.
 JA0009
 JA0009.The orthometric height was determined by differential leveling and
 JA0009.adjusted by the NATIONAL GEODETIC SURVEY
 JA0009.in June 1991.
 JA0009
 JA0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0009.GEOID18 height accuracy estimate available here.
 JA0009
 JA0009.Click photographs - Photos may exist for this station.
 JA0009
 JA0009.The dynamic height is computed by dividing the NAVD 88
 JA0009.geopotential number by the normal gravity value computed on the
 JA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0009.degrees latitude (g = 980.6199 gals.).
 JA0009
 JA0009.The modeled gravity was interpolated from observed gravity values.
 JA0009
 JA0009;                    North         East    Units  Estimated Accuracy
 JA0009;SPC IN E     -   400,325.       62,584.      MT  (+/- 10 meters HH2 GPS)
 JA0009
 JA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7829100909(NAD 83)
 JA0009
 JA0009                          SUPERSEDED SURVEY CONTROL
 JA0009
 JA0009  NGVD 29 (??/??/92)  163.792  (m)          537.37   (f) ADJ UNCH    1 2
 JA0009
 JA0009.Superseded values are not recommended for survey control.
 JA0009
 JA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0009.See file dsdata.pdf to determine how the superseded data were derived.
 JA0009
 JA0009_MARKER: DB = BENCH MARK DISK
 JA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0009_STAMPING: 537.374 E 10 1930
 JA0009_MARK LOGO: CGS
 JA0009_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0009+STABILITY: SURFACE MOTION
 JA0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0009+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2016
 JA0009
 JA0009  HISTORY     - Date     Condition        Report By
 JA0009  HISTORY     - 1930     MONUMENTED       CGS
 JA0009  HISTORY     - 1967     GOOD             CGS
 JA0009  HISTORY     - 20100316 GOOD             AEROME
 JA0009  HISTORY     - 20110706 GOOD             INDIV
 JA0009  HISTORY     - 20160126 GOOD             INDOT
 JA0009
 JA0009                          STATION DESCRIPTION
 JA0009
 JA0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0009'AT VALLONIA.
 JA0009'AT VALLONIA, JACKSON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JA0009'94 FEET WEST OF THE STATION, 77 FEET EAST OF MILEPOST C 101,
 JA0009'AND 19.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN-LINE TRACK.  A
 JA0009'STANDARD DISK, STAMPED 537.374 E 10 1930 AND SET IN THE TOP OF
 JA0009'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 JA0009
 JA0009                          STATION RECOVERY (2010)
 JA0009
 JA0009'RECOVERY NOTE BY AERO METRIC INC 2010
 JA0009'RECOVERED IN GOOD CONDITION.
 JA0009
 JA0009                          STATION RECOVERY (2011)
 JA0009
 JA0009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0009'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JA0009
 JA0009                          STATION RECOVERY (2016)
 JA0009
 JA0009'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CS)
 JA0009'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-NORTHEAST OF MEDORA,
 JA0009'3.5 MI (5.6 KM) WEST-SOUTHWEST OF BROWNSTOWN AND IN THE TOWN OF
 JA0009'VALLONIA, IN.
 JA0009'
 JA0009'TO REACH FROM THE INTERSECTION OF STATE ROAD 135, SOUTH COUNTY ROAD
 JA0009'310 AND SOUTH MAIN STREET (SOUTH COUNTY ROAD 310 WEST) IN VALLONIA,
 JA0009'TRAVEL NORTH-NORTHEAST 0.47 MI (0.76 KM) ON SOUTH MAIN STREET (SOUTH
 JA0009'COUNTY ROAD 310 WEST) TO A T-INTERSECTION.  TURN LEFT (NORTHWEST) ONTO
 JA0009'SOUTH COUNTY ROAD 310 WEST AND TRAVEL NORTHWEST AND NORTH 0.41 MI
 JA0009'(0.66 KM) ON SOUTH COUNTY ROAD 310 WEST TO THE MONUMENT ON THE LEFT
 JA0009'(WEST).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ3051 ***********************************************************************
 DQ3051  DESIGNATION -  E 10 RESET
 DQ3051  PID         -  DQ3051
 DQ3051  STATE/COUNTY-  IN/JACKSON
 DQ3051  COUNTRY     -  US
 DQ3051  USGS QUAD   -  VALLONIA (2019)
 DQ3051
 DQ3051                         *CURRENT SURVEY CONTROL
 DQ3051  ______________________________________________________________________
 DQ3051* NAD 83(2011) POSITION- 38 50 58.64468(N) 086 05 25.61853(W)   ADJUSTED
 DQ3051* NAD 83(2011) ELLIP HT-   135.372 (meters)        (10/06/17)   ADJUSTED
 DQ3051* NAD 83(2011) EPOCH   -  2010.00
 DQ3051* NAVD 88 ORTHO HEIGHT -   168.97  (meters)      554.4   (feet) RESET
 DQ3051  ______________________________________________________________________
 DQ3051  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 DQ3051  NAD 83(2011) X  -    339,129.878 (meters)                     COMP
 DQ3051  NAD 83(2011) Y  - -4,962,346.867 (meters)                     COMP
 DQ3051  NAD 83(2011) Z  -  3,979,414.569 (meters)                     COMP
 DQ3051  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 DQ3051  VERT ORDER      -  THIRD
 DQ3051
 DQ3051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3051  Standards:
 DQ3051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3051  -------------------------------------------------------------------
 DQ3051  NETWORK    0.34   0.86           0.15   0.13   0.44      0.02062643
 DQ3051  -------------------------------------------------------------------
 DQ3051  Click here for local accuracies and other accuracy information.
 DQ3051
 DQ3051.The horizontal coordinates were established by GPS observations
 DQ3051.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ3051
 DQ3051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3051.been affixed to the stable North American tectonic plate. See 
 DQ3051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3051
 DQ3051.The horizontal coordinates are valid at the epoch date displayed above
 DQ3051.which is a decimal equivalence of Year/Month/Day.
 DQ3051
 DQ3051.The orthometric height was computed from unverified reset data.
 DQ3051
 DQ3051.No vertical observational check was made to the station.
 DQ3051
 DQ3051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3051.GEOID18 height accuracy estimate available here.
 DQ3051
 DQ3051.Click photographs - Photos may exist for this station.
 DQ3051
 DQ3051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3051
 DQ3051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3051
 DQ3051.The ellipsoidal height was determined by GPS observations
 DQ3051.and is referenced to NAD 83.
 DQ3051
 DQ3051. The following values were computed from the NAD 83(2011) position.
 DQ3051
 DQ3051;                    North         East     Units Scale Factor Converg.
 DQ3051;SPC IN E     -   399,888.287    63,212.784   MT  0.99998332   -0 15 57.0
 DQ3051;SPC IN E     - 1,311,966.82    207,390.61   sFT  0.99998332   -0 15 57.0
 DQ3051;UTM  16      - 4,300,482.347   578,926.718   MT  0.99967671   +0 34 14.1
 DQ3051
 DQ3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3051!SPC IN E     -   0.99997876  x   0.99998332  =   0.99996208
 DQ3051!UTM  16      -   0.99997876  x   0.99967671  =   0.99965548
 DQ3051
 DQ3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7892600482(NAD 83)
 DQ3051
 DQ3051                          SUPERSEDED SURVEY CONTROL
 DQ3051
 DQ3051.No superseded survey control is available for this station.
 DQ3051
 DQ3051_MARKER: F = FLANGE-ENCASED ROD
 DQ3051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ3051_STAMPING: E 10 RESET 2016
 DQ3051_MARK LOGO: NONE
 DQ3051_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3051_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ3051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3051+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 DQ3051_ROD/PIPE-DEPTH: 13.4 meters
 DQ3051_SLEEVE-DEPTH  : 0.9 meters
 DQ3051
 DQ3051  HISTORY     - Date     Condition        Report By
 DQ3051  HISTORY     - 20160302 MONUMENTED       INDOT
 DQ3051
 DQ3051                          STATION DESCRIPTION
 DQ3051
 DQ3051'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ3051'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-NORTHEAST OF MEDORA,
 DQ3051'3.5 MI (5.6 KM) WEST-SOUTHWEST OF BROWNSTOWN AND IN THE TOWN OF
 DQ3051'VALLONIA, IN.  SET IN THE RIGHT-OF-WAY.
 DQ3051'
 DQ3051'TO REACH FROM THE INTERSECTION OF STATE ROUTE 135 AND US ROUTE 50 IN
 DQ3051'BROWNSTOWN, TRAVEL SOUTH AND SOUTHWESTERLY 3 MI (4.8 KM) ON STATE
 DQ3051'ROUTE 135 TO THE INTERSECTION OF STATE ROUTE 135 AND MAIN STREET IN
 DQ3051'VALLONIA.  TURN RIGHT (NORTHWEST) AND TRAVEL ON MAIN STREET FOR 65 FT
 DQ3051'(19.8 M), STATION IS LOCATED ON THE LEFT (SOUTHWEST).
 DQ3051'
 DQ3051'STATION IS FLUSH WITH THE GROUND AND ABOUT EVEN WITH THE LEVEL OF THE
 DQ3051'ROAD, 22 FT (6.7 M) SOUTHWEST FROM THE CENTERLINE OF MAIN STREET IN
 DQ3051'THE EAST TOP OF BANK OF A DITCH, 79.75 FT (24.3 M) SOUTH FROM THE
 DQ3051'SOUTHEAST CORNER OF A DETACHED GARAGE, 75 FT (22.9 M) EAST-SOUTHEAST
 DQ3051'FROM A BOAT SPIKE SET IN THE NORTH SIDE OF A MULTI-USE UTILITY POLE
 DQ3051'AND 56.7 FT (17.3 M) NORTH-NORTHEAST FROM THE CENTER OF A TELEPHONE
 DQ3051'POLE.
 DQ3051'
 DQ3051'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ3051'CAP.  (2) E 10 IS NOT SCHEDULED TO BE REMOVED.  E 10 RESET WAS
 DQ3051'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ3051'INTERFERENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1749 ***********************************************************************
 LB1749  DESIGNATION -  E 100
 LB1749  PID         -  LB1749
 LB1749  STATE/COUNTY-  IN/WARREN
 LB1749  COUNTRY     -  US
 LB1749  USGS QUAD   -  WEST LEBANON (2019)
 LB1749
 LB1749                         *CURRENT SURVEY CONTROL
 LB1749  ______________________________________________________________________
 LB1749* NAD 83(1986) POSITION- 40 15 28.     (N) 087 24 06.     (W)   SCALED
 LB1749* NAVD 88 ORTHO HEIGHT -   209.765 (meters)      688.20  (feet) ADJUSTED
 LB1749  ______________________________________________________________________
 LB1749  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 LB1749  DYNAMIC HEIGHT  -        209.660 (meters)      687.86  (feet) COMP
 LB1749  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 LB1749
 LB1749  VERT ORDER      -  SECOND    CLASS 0
 LB1749
 LB1749.The horizontal coordinates were scaled from a map and have
 LB1749.an estimated accuracy of +/- 6 seconds.
 LB1749
 LB1749.The orthometric height was determined by differential leveling and
 LB1749.adjusted by the NATIONAL GEODETIC SURVEY
 LB1749.in June 1991.
 LB1749
 LB1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1749.GEOID18 height accuracy estimate available here.
 LB1749
 LB1749.Click photographs - Photos may exist for this station.
 LB1749
 LB1749.The dynamic height is computed by dividing the NAVD 88
 LB1749.geopotential number by the normal gravity value computed on the
 LB1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1749.degrees latitude (g = 980.6199 gals.).
 LB1749
 LB1749.The modeled gravity was interpolated from observed gravity values.
 LB1749
 LB1749;                    North         East    Units  Estimated Accuracy
 LB1749;SPC IN W     -   556,190.      872,920.      MT  (+/- 180 meters Scaled)
 LB1749
 LB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK658564(NAD 83)
 LB1749
 LB1749                          SUPERSEDED SURVEY CONTROL
 LB1749
 LB1749  NGVD 29 (??/??/92)  209.813  (m)          688.36   (f) ADJ UNCH    2 0
 LB1749
 LB1749.Superseded values are not recommended for survey control.
 LB1749
 LB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1749.See file dsdata.pdf to determine how the superseded data were derived.
 LB1749
 LB1749_MARKER: DB = BENCH MARK DISK
 LB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1749_STAMPING: E 100 1946
 LB1749_MARK LOGO: CGS
 LB1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1749+STABILITY: SURFACE MOTION
 LB1749
 LB1749  HISTORY     - Date     Condition        Report By
 LB1749  HISTORY     - 1946     MONUMENTED       CGS
 LB1749
 LB1749                          STATION DESCRIPTION
 LB1749
 LB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1749'1.7 MI SW FROM WEST LEBANON.
 LB1749'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1749'AT WEST LEBANON, THENCE ABOUT 0.75 MILE WEST ALONG A BLACK TOP
 LB1749'ROAD LEADING TO MARSHFIELD, 76 FEET NORTHWEST OF THE NORTHWEST
 LB1749'CORNER OF A WHITE HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 LB1749'DRIVE WAY TO THE HOUSE, 24 FEET SOUTH OF THE CENTER LINE OF THE
 LB1749'BLACK TOP ROAD, 1 FOOT NORTH OF A FENCE LINE, AND ABOUT 1 FOOT
 LB1749'ABOVE THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LB1749'E 100 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1749'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0953 ***********************************************************************
 KA0953  DESIGNATION -  E 101
 KA0953  PID         -  KA0953
 KA0953  STATE/COUNTY-  IN/PARKE
 KA0953  COUNTRY     -  US
 KA0953  USGS QUAD   -  ROCKVILLE (2019)
 KA0953
 KA0953                         *CURRENT SURVEY CONTROL
 KA0953  ______________________________________________________________________
 KA0953* NAD 83(1986) POSITION- 39 47 58.     (N) 087 14 08.     (W)   SCALED
 KA0953* NAVD 88 ORTHO HEIGHT -   213.797 (meters)      701.43  (feet) ADJUSTED
 KA0953  ______________________________________________________________________
 KA0953  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 KA0953  DYNAMIC HEIGHT  -        213.677 (meters)      701.04  (feet) COMP
 KA0953  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 KA0953
 KA0953  VERT ORDER      -  SECOND    CLASS 0
 KA0953
 KA0953.The horizontal coordinates were scaled from a map and have
 KA0953.an estimated accuracy of +/- 6 seconds.
 KA0953
 KA0953.The orthometric height was determined by differential leveling and
 KA0953.adjusted by the NATIONAL GEODETIC SURVEY
 KA0953.in June 1991.
 KA0953
 KA0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0953.GEOID18 height accuracy estimate available here.
 KA0953
 KA0953.Click photographs - Photos may exist for this station.
 KA0953
 KA0953.The dynamic height is computed by dividing the NAVD 88
 KA0953.geopotential number by the normal gravity value computed on the
 KA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0953.degrees latitude (g = 980.6199 gals.).
 KA0953
 KA0953.The modeled gravity was interpolated from observed gravity values.
 KA0953
 KA0953;                    North         East    Units  Estimated Accuracy
 KA0953;SPC IN W     -   505,260.      886,960.      MT  (+/- 180 meters Scaled)
 KA0953
 KA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798055(NAD 83)
 KA0953
 KA0953                          SUPERSEDED SURVEY CONTROL
 KA0953
 KA0953  NGVD 29 (??/??/92)  213.890  (m)          701.74   (f) ADJ UNCH    2 0
 KA0953
 KA0953.Superseded values are not recommended for survey control.
 KA0953
 KA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0953.See file dsdata.pdf to determine how the superseded data were derived.
 KA0953
 KA0953_MARKER: DB = BENCH MARK DISK
 KA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0953_STAMPING: E 101 1946
 KA0953_MARK LOGO: CGS
 KA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0953+STABILITY: SURFACE MOTION
 KA0953
 KA0953  HISTORY     - Date     Condition        Report By
 KA0953  HISTORY     - 1946     MONUMENTED       CGS
 KA0953
 KA0953                          STATION DESCRIPTION
 KA0953
 KA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0953'2.8 MI N FROM ROCKVILLE.
 KA0953'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0953'AT ROCKVILLE, THENCE ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 41,
 KA0953'0.3 MILE SOUTH OF A FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY,
 KA0953'0.6 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, AT THE
 KA0953'JUNCTION OF A FARM ROAD LEADING EAST INTO A PASTURE, 34.5 FEET
 KA0953'SOUTHEAST OF POWER LINE POLE NO. 3 -096-76, 31 FEET NORTH OF THE
 KA0953'CENTER LINE OF THE FARM ROAD, 15 FEET EAST OF AND ABOUT LEVEL
 KA0953'WITH THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A WHITE
 KA0953'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 101 1946 AND SET
 KA0953'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1018 ***********************************************************************
 KA1018  DESIGNATION -  E 102
 KA1018  PID         -  KA1018
 KA1018  STATE/COUNTY-  IN/PARKE
 KA1018  COUNTRY     -  US
 KA1018  USGS QUAD   -  MONTEZUMA (2019)
 KA1018
 KA1018                         *CURRENT SURVEY CONTROL
 KA1018  ______________________________________________________________________
 KA1018* NAD 83(1986) POSITION- 39 47 55.     (N) 087 19 42.     (W)   SCALED
 KA1018* NAVD 88 ORTHO HEIGHT -   161.482 (meters)      529.80  (feet) ADJUSTED
 KA1018  ______________________________________________________________________
 KA1018  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KA1018  DYNAMIC HEIGHT  -        161.391 (meters)      529.50  (feet) COMP
 KA1018  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 KA1018
 KA1018  VERT ORDER      -  SECOND    CLASS 0
 KA1018
 KA1018.The horizontal coordinates were scaled from a map and have
 KA1018.an estimated accuracy of +/- 6 seconds.
 KA1018
 KA1018.The orthometric height was determined by differential leveling and
 KA1018.adjusted by the NATIONAL GEODETIC SURVEY
 KA1018.in June 1991.
 KA1018
 KA1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1018.GEOID18 height accuracy estimate available here.
 KA1018
 KA1018.Click photographs - Photos may exist for this station.
 KA1018
 KA1018.The dynamic height is computed by dividing the NAVD 88
 KA1018.geopotential number by the normal gravity value computed on the
 KA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1018.degrees latitude (g = 980.6199 gals.).
 KA1018
 KA1018.The modeled gravity was interpolated from observed gravity values.
 KA1018
 KA1018;                    North         East    Units  Estimated Accuracy
 KA1018;SPC IN W     -   505,190.      879,020.      MT  (+/- 180 meters Scaled)
 KA1018
 KA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK718054(NAD 83)
 KA1018
 KA1018                          SUPERSEDED SURVEY CONTROL
 KA1018
 KA1018  NGVD 29 (??/??/92)  161.58   (m)          530.1    (f) COMPUTED    2 0
 KA1018
 KA1018.Superseded values are not recommended for survey control.
 KA1018
 KA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1018.See file dsdata.pdf to determine how the superseded data were derived.
 KA1018
 KA1018_MARKER: DB = BENCH MARK DISK
 KA1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1018_SP_SET: BRIDGE
 KA1018_STAMPING: E 102 1946
 KA1018_MARK LOGO: CGS
 KA1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1018
 KA1018  HISTORY     - Date     Condition        Report By
 KA1018  HISTORY     - 1946     MONUMENTED       CGS
 KA1018
 KA1018                          STATION DESCRIPTION
 KA1018
 KA1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1018'4.9 MI SW FROM BLOOMINGDALE.
 KA1018'ABOUT 4.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KA1018'FROM THE STATION AT BLOOMINGDALE, ABOUT 85 YARDS NORTHEAST OF A
 KA1018'ROAD CROSSING, SET IN THE TOP OF THE NORTHWEST END OF THE
 KA1018'SOUTHWEST CONCRETE ABUTMENT OF THE STEEL BRIDGE OVER LEATHERWOOD
 KA1018'CREEK, 9.5 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND
 KA1018'ABOUT 5.5 FEET BELOW THE CENTER LINE OF THE TRACK.  NOTE-- THIS
 KA1018'MARK MAY BE REACHED FROM THE POST OFFICE AT MONTEZUMA BY GOING
 KA1018'ABOUT 2.5 MILES EAST ALONG A ROAD LEADING TO BLOOMINGDALE,
 KA1018'THENCE ABOUT 85 YARDS NORTHEAST ALONG THE BALTIMORE AND OHIO
 KA1018'RAILROAD TO THE BRIDGE OVER LEATHERWOOD CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1019 ***********************************************************************
 KA1019  DESIGNATION -  E 102 RESET
 KA1019  PID         -  KA1019
 KA1019  STATE/COUNTY-  IN/PARKE
 KA1019  COUNTRY     -  US
 KA1019  USGS QUAD   -  MONTEZUMA (2019)
 KA1019
 KA1019                         *CURRENT SURVEY CONTROL
 KA1019  ______________________________________________________________________
 KA1019* NAD 83(1986) POSITION- 39 47 55.     (N) 087 19 42.     (W)   SCALED
 KA1019* NAVD 88 ORTHO HEIGHT -   163.19  (meters)      535.4   (feet) RESET
 KA1019  ______________________________________________________________________
 KA1019  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KA1019  VERT ORDER      -  THIRD
 KA1019
 KA1019.The horizontal coordinates were scaled from a map and have
 KA1019.an estimated accuracy of +/- 6 seconds.
 KA1019
 KA1019.The orthometric height was computed from unverified reset data.
 KA1019
 KA1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1019.GEOID18 height accuracy estimate available here.
 KA1019
 KA1019.Click photographs - Photos may exist for this station.
 KA1019
 KA1019;                    North         East    Units  Estimated Accuracy
 KA1019;SPC IN W     -   505,190.      879,020.      MT  (+/- 180 meters Scaled)
 KA1019
 KA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK718054(NAD 83)
 KA1019
 KA1019                          SUPERSEDED SURVEY CONTROL
 KA1019
 KA1019  NGVD 29 (??/??/??)  163.28   (m)          535.7    (f) RESET       3  
 KA1019
 KA1019.Superseded values are not recommended for survey control.
 KA1019
 KA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1019.See file dsdata.pdf to determine how the superseded data were derived.
 KA1019
 KA1019_MARKER: DB = BENCH MARK DISK
 KA1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1019_SP_SET: BRIDGE
 KA1019_STAMPING: E 102 RESET 1958
 KA1019_MARK LOGO: CGS
 KA1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1019
 KA1019  HISTORY     - Date     Condition        Report By
 KA1019  HISTORY     - 1958     MONUMENTED       BORR
 KA1019
 KA1019                          STATION DESCRIPTION
 KA1019
 KA1019'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1958
 KA1019'4.9 MI SW FROM BLOOMINGDALE.
 KA1019'4.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KA1019'THE STATION AT BLOOMINGDALE, ABOUT 85 YARDS NORTHEAST OF A ROAD
 KA1019'CROSSING, 13.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, SET
 KA1019'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 KA1019'BACKWALL OF THE STEEL BRIDGE OVER LEATHERWOOD CREEK, AND ABOUT
 KA1019'1.0 FOOT BELOW THE CENTERLINE OF THE TRACK.  NOTE-- THIS BENCH
 KA1019'MARK MAY BE REACHED FROM THE POST OFFICE AT MONTEZUMA BY GOING
 KA1019'ABOUT 2.5 MILES EAST ALONG A ROAD LEADING TO BLOOMINGDALE,
 KA1019'THENCE ABOUT 85 YARDS NORTHEAST ALONG THE BALTIMORE AND OHIO
 KA1019'RAILROAD TO THE BRIDGE OVER LEATHERWOOD CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0999 ***********************************************************************
 KA0999  DESIGNATION -  E 103
 KA0999  PID         -  KA0999
 KA0999  STATE/COUNTY-  IN/FOUNTAIN
 KA0999  COUNTRY     -  US
 KA0999  USGS QUAD   -  WALLACE (2019)
 KA0999
 KA0999                         *CURRENT SURVEY CONTROL
 KA0999  ______________________________________________________________________
 KA0999* NAD 83(1986) POSITION- 39 58 01.     (N) 087 08 52.     (W)   SCALED
 KA0999* NAVD 88 ORTHO HEIGHT -   219.316 (meters)      719.54  (feet) ADJUSTED
 KA0999  ______________________________________________________________________
 KA0999  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 KA0999  DYNAMIC HEIGHT  -        219.196 (meters)      719.15  (feet) COMP
 KA0999  MODELED GRAVITY -    980,077.0   (mgal)                       NAVD 88
 KA0999
 KA0999  VERT ORDER      -  SECOND    CLASS 0
 KA0999
 KA0999.The horizontal coordinates were scaled from a map and have
 KA0999.an estimated accuracy of +/- 6 seconds.
 KA0999
 KA0999.The orthometric height was determined by differential leveling and
 KA0999.adjusted by the NATIONAL GEODETIC SURVEY
 KA0999.in June 1991.
 KA0999
 KA0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0999.GEOID18 height accuracy estimate available here.
 KA0999
 KA0999.Click photographs - Photos may exist for this station.
 KA0999
 KA0999.The dynamic height is computed by dividing the NAVD 88
 KA0999.geopotential number by the normal gravity value computed on the
 KA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0999.degrees latitude (g = 980.6199 gals.).
 KA0999
 KA0999.The modeled gravity was interpolated from observed gravity values.
 KA0999
 KA0999;                    North         East    Units  Estimated Accuracy
 KA0999;SPC IN W     -   523,850.      894,490.      MT  (+/- 180 meters Scaled)
 KA0999
 KA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK873240(NAD 83)
 KA0999
 KA0999                          SUPERSEDED SURVEY CONTROL
 KA0999
 KA0999  NGVD 29 (??/??/92)  219.394  (m)          719.80   (f) ADJ UNCH    2 0
 KA0999
 KA0999.Superseded values are not recommended for survey control.
 KA0999
 KA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0999.See file dsdata.pdf to determine how the superseded data were derived.
 KA0999
 KA0999_MARKER: DB = BENCH MARK DISK
 KA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0999_STAMPING: E 103 1946
 KA0999_MARK LOGO: CGS
 KA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0999+STABILITY: SURFACE MOTION
 KA0999
 KA0999  HISTORY     - Date     Condition        Report By
 KA0999  HISTORY     - 1946     MONUMENTED       CGS
 KA0999
 KA0999                          STATION DESCRIPTION
 KA0999
 KA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0999'7.1 MI E FROM KINGMAN.
 KA0999'ABOUT 7.1 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0999'AT KINGMAN, AT THE JUNCTION OF STATE HIGHWAY 341, ABOUT 1.3
 KA0999'MILES SOUTH OF WALLACE, 114 FEET EAST OF THE CENTER LINE OF A
 KA0999'GRAVEL ROAD LEADING SOUTH, 94 FEET EAST OF A FENCE CORNER, 31
 KA0999'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 234, 1 FOOT NORTH OF A
 KA0999'WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 KA0999'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KA0999'DISK, STAMPED E 103 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0999'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1760 ***********************************************************************
 LB1760  DESIGNATION -  E 104
 LB1760  PID         -  LB1760
 LB1760  STATE/COUNTY-  IN/FOUNTAIN
 LB1760  COUNTRY     -  US
 LB1760  USGS QUAD   -  PERRYSVILLE (2019)
 LB1760
 LB1760                         *CURRENT SURVEY CONTROL
 LB1760  ______________________________________________________________________
 LB1760* NAD 83(1986) POSITION- 40 03 37.     (N) 087 22 33.     (W)   SCALED
 LB1760* NAVD 88 ORTHO HEIGHT -   197.308 (meters)      647.33  (feet) ADJUSTED
 LB1760  ______________________________________________________________________
 LB1760  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 LB1760  DYNAMIC HEIGHT  -        197.206 (meters)      647.00  (feet) COMP
 LB1760  MODELED GRAVITY -    980,101.6   (mgal)                       NAVD 88
 LB1760
 LB1760  VERT ORDER      -  SECOND    CLASS 0
 LB1760
 LB1760.The horizontal coordinates were scaled from a map and have
 LB1760.an estimated accuracy of +/- 6 seconds.
 LB1760
 LB1760.The orthometric height was determined by differential leveling and
 LB1760.adjusted by the NATIONAL GEODETIC SURVEY
 LB1760.in June 1991.
 LB1760
 LB1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1760.GEOID18 height accuracy estimate available here.
 LB1760
 LB1760.Click photographs - Photos may exist for this station.
 LB1760
 LB1760.The dynamic height is computed by dividing the NAVD 88
 LB1760.geopotential number by the normal gravity value computed on the
 LB1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1760.degrees latitude (g = 980.6199 gals.).
 LB1760
 LB1760.The modeled gravity was interpolated from observed gravity values.
 LB1760
 LB1760;                    North         East    Units  Estimated Accuracy
 LB1760;SPC IN W     -   534,250.      875,050.      MT  (+/- 180 meters Scaled)
 LB1760
 LB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679345(NAD 83)
 LB1760
 LB1760                          SUPERSEDED SURVEY CONTROL
 LB1760
 LB1760  NGVD 29 (??/??/92)  197.364  (m)          647.52   (f) ADJ UNCH    2 0
 LB1760
 LB1760.Superseded values are not recommended for survey control.
 LB1760
 LB1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1760.See file dsdata.pdf to determine how the superseded data were derived.
 LB1760
 LB1760_MARKER: DB = BENCH MARK DISK
 LB1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1760_STAMPING: E 104 1946
 LB1760_MARK LOGO: CGS
 LB1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1760+STABILITY: SURFACE MOTION
 LB1760
 LB1760  HISTORY     - Date     Condition        Report By
 LB1760  HISTORY     - 1946     MONUMENTED       CGS
 LB1760
 LB1760                          STATION DESCRIPTION
 LB1760
 LB1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1760'6 MI S FROM COVINGTON.
 LB1760'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1760'AT COVINGTON, THENCE ABOUT 5.55 MILES SOUTH ALONG A BLACK TOP
 LB1760'ROAD, AT A CROSS ROAD, 82 FEET EAST OF THE CENTER LINE OF THE
 LB1760'ROAD SOUTH, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST,
 LB1760'4 FEET EAST OF THE EAST CONCRETE GATE POST OF A GATE LEADING TO A
 LB1760'PASTURE, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET EAST OF A WHITE
 LB1760'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD LEVEL.  A
 LB1760'STANDARD DISK, STAMPED EE 104 1946 AND SET IN THE TOP OF A
 LB1760'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1363 ***********************************************************************
 ME1363  DESIGNATION -  E 105
 ME1363  PID         -  ME1363
 ME1363  STATE/COUNTY-  IN/NEWTON
 ME1363  COUNTRY     -  US
 ME1363  USGS QUAD   -  SHELBY (2019)
 ME1363
 ME1363                         *CURRENT SURVEY CONTROL
 ME1363  ______________________________________________________________________
 ME1363* NAD 83(1986) POSITION- 41 10 12.     (N) 087 20 01.     (W)   SCALED
 ME1363* NAVD 88 ORTHO HEIGHT -   195.764 (meters)      642.27  (feet) ADJUSTED
 ME1363  ______________________________________________________________________
 ME1363  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 ME1363  DYNAMIC HEIGHT  -        195.681 (meters)      642.00  (feet) COMP
 ME1363  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 ME1363
 ME1363  VERT ORDER      -  SECOND    CLASS 0
 ME1363
 ME1363.The horizontal coordinates were scaled from a map and have
 ME1363.an estimated accuracy of +/- 6 seconds.
 ME1363
 ME1363.The orthometric height was determined by differential leveling and
 ME1363.adjusted by the NATIONAL GEODETIC SURVEY
 ME1363.in June 1991.
 ME1363
 ME1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1363.GEOID18 height accuracy estimate available here.
 ME1363
 ME1363.Click photographs - Photos may exist for this station.
 ME1363
 ME1363.The dynamic height is computed by dividing the NAVD 88
 ME1363.geopotential number by the normal gravity value computed on the
 ME1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1363.degrees latitude (g = 980.6199 gals.).
 ME1363
 ME1363.The modeled gravity was interpolated from observed gravity values.
 ME1363
 ME1363;                    North         East    Units  Estimated Accuracy
 ME1363;SPC IN W     -   657,470.      879,000.      MT  (+/- 180 meters Scaled)
 ME1363
 ME1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720576(NAD 83)
 ME1363
 ME1363                          SUPERSEDED SURVEY CONTROL
 ME1363
 ME1363  NGVD 29 (??/??/92)  195.851  (m)          642.55   (f) ADJ UNCH    2 0
 ME1363
 ME1363.Superseded values are not recommended for survey control.
 ME1363
 ME1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1363.See file dsdata.pdf to determine how the superseded data were derived.
 ME1363
 ME1363_MARKER: DB = BENCH MARK DISK
 ME1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1363_STAMPING: E 105 1946
 ME1363_MARK LOGO: CGS
 ME1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1363+STABILITY: SURFACE MOTION
 ME1363
 ME1363  HISTORY     - Date     Condition        Report By
 ME1363  HISTORY     - 1946     MONUMENTED       CGS
 ME1363
 ME1363                          STATION DESCRIPTION
 ME1363
 ME1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1363'AT THAYER.
 ME1363'AT THAYER, AT THE CROSSING OF STATE HIGHWAY 55 AND THE CHICAGO,
 ME1363'INDIANAPOLIS AND LOUISVILLE RAILWAY, 0.3 MILE SOUTH OF THE CROSS
 ME1363'ROADS, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 ME1363'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 3.5 FEET NORTHEAST OF
 ME1363'THE SOUTHWEST RAILWAY RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHEAST
 ME1363'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 ME1363'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1317 ***********************************************************************
 LB1317  DESIGNATION -  E 106
 LB1317  PID         -  LB1317
 LB1317  STATE/COUNTY-  IN/NEWTON
 LB1317  COUNTRY     -  US
 LB1317  USGS QUAD   -  MOUNT AYR (2019)
 LB1317
 LB1317                         *CURRENT SURVEY CONTROL
 LB1317  ______________________________________________________________________
 LB1317* NAD 83(1986) POSITION- 40 59 55.     (N) 087 17 07.     (W)   SCALED
 LB1317* NAVD 88 ORTHO HEIGHT -   207.254 (meters)      679.97  (feet) ADJUSTED
 LB1317  ______________________________________________________________________
 LB1317  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 LB1317  DYNAMIC HEIGHT  -        207.164 (meters)      679.67  (feet) COMP
 LB1317  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 LB1317
 LB1317  VERT ORDER      -  SECOND    CLASS 0
 LB1317
 LB1317.The horizontal coordinates were scaled from a map and have
 LB1317.an estimated accuracy of +/- 6 seconds.
 LB1317
 LB1317.The orthometric height was determined by differential leveling and
 LB1317.adjusted by the NATIONAL GEODETIC SURVEY
 LB1317.in June 1991.
 LB1317
 LB1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1317.GEOID18 height accuracy estimate available here.
 LB1317
 LB1317.Click photographs - Photos may exist for this station.
 LB1317
 LB1317.The dynamic height is computed by dividing the NAVD 88
 LB1317.geopotential number by the normal gravity value computed on the
 LB1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1317.degrees latitude (g = 980.6199 gals.).
 LB1317
 LB1317.The modeled gravity was interpolated from observed gravity values.
 LB1317
 LB1317;                    North         East    Units  Estimated Accuracy
 LB1317;SPC IN W     -   638,420.      883,010.      MT  (+/- 180 meters Scaled)
 LB1317
 LB1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL760386(NAD 83)
 LB1317
 LB1317                          SUPERSEDED SURVEY CONTROL
 LB1317
 LB1317  NGVD 29 (??/??/92)  207.335  (m)          680.23   (f) ADJ UNCH    2 0
 LB1317
 LB1317.Superseded values are not recommended for survey control.
 LB1317
 LB1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1317.See file dsdata.pdf to determine how the superseded data were derived.
 LB1317
 LB1317_MARKER: DB = BENCH MARK DISK
 LB1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1317_STAMPING: E 106 1946
 LB1317_MARK LOGO: CGS
 LB1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1317+STABILITY: SURFACE MOTION
 LB1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1317+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 LB1317
 LB1317  HISTORY     - Date     Condition        Report By
 LB1317  HISTORY     - 1946     MONUMENTED       CGS
 LB1317  HISTORY     - 20061219 GOOD             BFSINC
 LB1317
 LB1317                          STATION DESCRIPTION
 LB1317
 LB1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1317'5.5 MI SW FROM PARR.
 LB1317'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 LB1317'AND CROSS ROADS AT PARR, THENCE 1.0 MILE SOUTH ALONG A DIRT
 LB1317'ROAD, AT THE T JUNCTION WITH AN EAST-WEST GRAVEL ROAD, IN THE
 LB1317'NORTHWEST QUARTER OF THE JUNCTION, 41 FEET NORTH OF THE CENTER
 LB1317'LINE OF THE ROAD LEADING WEST, 16 FEET WEST OF THE ROAD LEADING
 LB1317'NORTH, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 LB1317'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB1317'AND ABOUT LEVEL WITH THE CENTER OF THE JUNCTION.
 LB1317
 LB1317                          STATION RECOVERY (2006)
 LB1317
 LB1317'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1412 ***********************************************************************
 LB1412  DESIGNATION -  E 107
 LB1412  PID         -  LB1412
 LB1412  STATE/COUNTY-  IN/JASPER
 LB1412  COUNTRY     -  US
 LB1412  USGS QUAD   -  GOODLAND (2019)
 LB1412
 LB1412                         *CURRENT SURVEY CONTROL
 LB1412  ______________________________________________________________________
 LB1412* NAD 83(1986) POSITION- 40 51 57.05   (N) 087 16 03.87   (W)   HD_HELD1
 LB1412* NAVD 88 ORTHO HEIGHT -   199.391 (meters)      654.17  (feet) ADJUSTED
 LB1412  ______________________________________________________________________
 LB1412  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 LB1412  DYNAMIC HEIGHT  -        199.304 (meters)      653.88  (feet) COMP
 LB1412  MODELED GRAVITY -    980,181.4   (mgal)                       NAVD 88
 LB1412
 LB1412  VERT ORDER      -  SECOND    CLASS 0
 LB1412
 LB1412.The horizontal coordinates were determined by differentially corrected
 LB1412.hand held GPS observations or other comparable positioning techniques
 LB1412.and have an estimated accuracy of +/- 3 meters.
 LB1412
 LB1412.The orthometric height was determined by differential leveling and
 LB1412.adjusted by the NATIONAL GEODETIC SURVEY
 LB1412.in June 1991.
 LB1412
 LB1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1412.GEOID18 height accuracy estimate available here.
 LB1412
 LB1412.Click photographs - Photos may exist for this station.
 LB1412
 LB1412.The dynamic height is computed by dividing the NAVD 88
 LB1412.geopotential number by the normal gravity value computed on the
 LB1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1412.degrees latitude (g = 980.6199 gals.).
 LB1412
 LB1412.The modeled gravity was interpolated from observed gravity values.
 LB1412
 LB1412;                    North         East    Units  Estimated Accuracy
 LB1412;SPC IN W     -   623,677.0     884,453.9     MT  (+/- 3 meters HH1 GPS) 
 LB1412
 LB1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7743623899(NAD 83)
 LB1412
 LB1412                          SUPERSEDED SURVEY CONTROL
 LB1412
 LB1412  NGVD 29 (??/??/92)  199.471  (m)          654.43   (f) ADJ UNCH    2 0
 LB1412
 LB1412.Superseded values are not recommended for survey control.
 LB1412
 LB1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1412.See file dsdata.pdf to determine how the superseded data were derived.
 LB1412
 LB1412_MARKER: DB = BENCH MARK DISK
 LB1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1412_SP_SET: CULVERT HEADWALL
 LB1412_STAMPING: E 107 1946
 LB1412_MARK LOGO: CGS
 LB1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1412+STABILITY: SURFACE MOTION
 LB1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1412+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1412
 LB1412  HISTORY     - Date     Condition        Report By
 LB1412  HISTORY     - 1946     MONUMENTED       CGS
 LB1412  HISTORY     - 20120327 GOOD             IN-073
 LB1412
 LB1412                          STATION DESCRIPTION
 LB1412
 LB1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1412'1.4 MI E FROM FORESMAN.
 LB1412'ABOUT 1.45 MILE EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE
 LB1412'AT FORESMAN, AT THE JASPER-NEWTON COUNTY LINE, IN THE SOUTHEAST
 LB1412'QUARTER OF THE COUNTY LINE CROSS ROAD, 65 FEET EAST OF THE CENTER
 LB1412'LINE OF THE COUNTY LINE ROAD, 18.5 FEET SOUTH OF THE CENTER LINE
 LB1412'OF HIGHWAY 16, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LB1412'HEADWALL OF 16-INCH PIPE CUVLERT NUMBER 40 UNDER THE HIGHWAY,
 LB1412'AND ABOUT LEVEL WITH THE INTERSECTION.
 LB1412
 LB1412                          STATION RECOVERY (2012)
 LB1412
 LB1412'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1342 ***********************************************************************
 LB1342  DESIGNATION -  E 108 RESET
 LB1342  PID         -  LB1342
 LB1342  STATE/COUNTY-  IN/JASPER
 LB1342  COUNTRY     -  US
 LB1342  USGS QUAD   -  REMINGTON (2019)
 LB1342
 LB1342                         *CURRENT SURVEY CONTROL
 LB1342  ______________________________________________________________________
 LB1342* NAD 83(1986) POSITION- 40 49 22.     (N) 087 09 14.     (W)   SCALED
 LB1342* NAVD 88 ORTHO HEIGHT -   208.43  (meters)      683.8   (feet) RESET
 LB1342  ______________________________________________________________________
 LB1342  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB1342  VERT ORDER      -  THIRD
 LB1342
 LB1342.The horizontal coordinates were scaled from a map and have
 LB1342.an estimated accuracy of +/- 6 seconds.
 LB1342
 LB1342.The orthometric height was computed from unverified reset data.
 LB1342
 LB1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1342.GEOID18 height accuracy estimate available here.
 LB1342
 LB1342.Click photographs - Photos may exist for this station.
 LB1342
 LB1342;                    North         East    Units  Estimated Accuracy
 LB1342;SPC IN W     -   618,880.      894,050.      MT  (+/- 180 meters Scaled)
 LB1342
 LB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870190(NAD 83)
 LB1342
 LB1342                          SUPERSEDED SURVEY CONTROL
 LB1342
 LB1342  NGVD 29 (??/??/??)  208.50   (m)          684.1    (f) RESET       3  
 LB1342
 LB1342.Superseded values are not recommended for survey control.
 LB1342
 LB1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1342.See file dsdata.pdf to determine how the superseded data were derived.
 LB1342
 LB1342_MARKER: DB = BENCH MARK DISK
 LB1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1342_STAMPING: E 108 RESET 1955
 LB1342_MARK LOGO: CGS
 LB1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1342+STABILITY: SURFACE MOTION
 LB1342
 LB1342  HISTORY     - Date     Condition        Report By
 LB1342  HISTORY     - 1955     MONUMENTED       INHD
 LB1342  HISTORY     - 1956     GOOD             CGS
 LB1342  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1342  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1342
 LB1342                          STATION DESCRIPTION
 LB1342
 LB1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LB1342'3.8 MI N FROM REMINGTON.
 LB1342'3.8 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION OF
 LB1342'U.S. HIGHWAY 24 AT REMINGTON, JASPER COUNTY, AT A ROAD
 LB1342'INTERSECTION, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 LB1342'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LB1342'DISK, STAMPED E 108 RESET 1955 AND SET IN THE TOP OF A CONCRETE
 LB1342'POST.
 LB1342
 LB1342                          STATION RECOVERY (2007)
 LB1342
 LB1342'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1342'MARK NOT FOUND.
 LB1342
 LB1342                          STATION RECOVERY (2012)
 LB1342
 LB1342'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1367 ***********************************************************************
 LB1367  DESIGNATION -  E 109
 LB1367  PID         -  LB1367
 LB1367  STATE/COUNTY-  IN/JASPER
 LB1367  COUNTRY     -  US
 LB1367  USGS QUAD   -  WOLCOTT (2019)
 LB1367
 LB1367                         *CURRENT SURVEY CONTROL
 LB1367  ______________________________________________________________________
 LB1367* NAD 83(1986) POSITION- 40 51 09.     (N) 087 00 20.     (W)   SCALED
 LB1367* NAVD 88 ORTHO HEIGHT -   207.551 (meters)      680.94  (feet) ADJUSTED
 LB1367  ______________________________________________________________________
 LB1367  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 LB1367  DYNAMIC HEIGHT  -        207.458 (meters)      680.64  (feet) COMP
 LB1367  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LB1367
 LB1367  VERT ORDER      -  SECOND    CLASS 0
 LB1367
 LB1367.The horizontal coordinates were scaled from a map and have
 LB1367.an estimated accuracy of +/- 6 seconds.
 LB1367
 LB1367.The orthometric height was determined by differential leveling and
 LB1367.adjusted by the NATIONAL GEODETIC SURVEY
 LB1367.in June 1991.
 LB1367
 LB1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1367.GEOID18 height accuracy estimate available here.
 LB1367
 LB1367.Click photographs - Photos may exist for this station.
 LB1367
 LB1367.The dynamic height is computed by dividing the NAVD 88
 LB1367.geopotential number by the normal gravity value computed on the
 LB1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1367.degrees latitude (g = 980.6199 gals.).
 LB1367
 LB1367.The modeled gravity was interpolated from observed gravity values.
 LB1367
 LB1367;                    North         East    Units  Estimated Accuracy
 LB1367;SPC IN W     -   622,180.      906,560.      MT  (+/- 180 meters Scaled)
 LB1367
 LB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995223(NAD 83)
 LB1367
 LB1367                          SUPERSEDED SURVEY CONTROL
 LB1367
 LB1367  NGVD 29 (??/??/92)  207.639  (m)          681.23   (f) ADJ UNCH    2 0
 LB1367
 LB1367.Superseded values are not recommended for survey control.
 LB1367
 LB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1367.See file dsdata.pdf to determine how the superseded data were derived.
 LB1367
 LB1367_MARKER: DB = BENCH MARK DISK
 LB1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1367_STAMPING: E 109 1946
 LB1367_MARK LOGO: CGS
 LB1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1367+STABILITY: SURFACE MOTION
 LB1367
 LB1367  HISTORY     - Date     Condition        Report By
 LB1367  HISTORY     - 1946     MONUMENTED       CGS
 LB1367  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1367
 LB1367                          STATION DESCRIPTION
 LB1367
 LB1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1367'8.6 MI NE FROM WOLCOTT.
 LB1367'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1367'STATION AT WOLCOTT, THENCE 6.6 MILES NORTH ALONG A DIRT AND
 LB1367'GRAVEL ROAD, 1.0 MILE SOUTH OF MILROY SCHOOL AND THE INTERSECTION
 LB1367'WITH STATE HIGHWAY 16, AT A CROSS ROAD, 22 FEET WEST OF THE
 LB1367'CENTER LINE OF THE NORTH-SOUTH ROAD, 44 FEET NORTH OF THE CENTER
 LB1367'LINE OF THE ROAD LEADING WEST, 25.7 FEET NORTH OF A FENCE
 LB1367'CORNER, 71 FEET SOUTH OF THE CENTER OF A FARM GATE, 1 FOOT EAST
 LB1367'OF A WIRE FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LB1367'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  THIS MARK
 LB1367'MAY BE REACHED BY GOING WEST ALONG STATE HIGHWAY 16 FOR ABOUT
 LB1367'6.6 MILES FROM THE SCHOOL BUILDING AT MONON, THENCE 1.0 MILE
 LB1367'SOUTH ALONG A GRAVEL ROAD.  FROM THE VILLAGE AT MONON, THENCE
 LB1367'1.0 MILE SOUTH ALONG A GRAVEL ROAD.  FROM THE VILLAGE OF LEE
 LB1367'FOLLOW A PAVED ROAD FOR ABOUT 2.0 MILES SOUTH TO THE JUNCTION
 LB1367'WITH STATE HIGHWAY 16, THENCE WEST ALONG THE HIGHWAY FOR 2.0
 LB1367'MILES TO MILROY SCHOOL AND A CROSS ROAD.  TURN SOUTH ALONG THE
 LB1367'GRAVEL ROAD AND CONTINUE FOR 1.0 MILE TO THE SITE OF THE MARK.
 LB1367
 LB1367                          STATION RECOVERY (2012)
 LB1367
 LB1367'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0731 ***********************************************************************
 JA0731  DESIGNATION -  E 11
 JA0731  PID         -  JA0731
 JA0731  STATE/COUNTY-  IN/DAVIESS
 JA0731  COUNTRY     -  US
 JA0731  USGS QUAD   -  LOOGOOTEE (2019)
 JA0731
 JA0731                         *CURRENT SURVEY CONTROL
 JA0731  ______________________________________________________________________
 JA0731* NAD 83(1986) POSITION- 38 40 20.     (N) 086 57 46.     (W)   SCALED
 JA0731* NAVD 88 ORTHO HEIGHT -   154.160 (meters)      505.77  (feet) ADJUSTED
 JA0731  ______________________________________________________________________
 JA0731  GEOID HEIGHT    -        -32.624 (meters)                     GEOID18
 JA0731  DYNAMIC HEIGHT  -        154.061 (meters)      505.45  (feet) COMP
 JA0731  MODELED GRAVITY -    979,987.8   (mgal)                       NAVD 88
 JA0731
 JA0731  VERT ORDER      -  FIRST     CLASS II
 JA0731
 JA0731.The horizontal coordinates were scaled from a map and have
 JA0731.an estimated accuracy of +/- 6 seconds.
 JA0731
 JA0731.The orthometric height was determined by differential leveling and
 JA0731.adjusted by the NATIONAL GEODETIC SURVEY
 JA0731.in June 1991.
 JA0731
 JA0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0731.GEOID18 height accuracy estimate available here.
 JA0731
 JA0731.Click photographs - Photos may exist for this station.
 JA0731
 JA0731.The dynamic height is computed by dividing the NAVD 88
 JA0731.geopotential number by the normal gravity value computed on the
 JA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0731.degrees latitude (g = 980.6199 gals.).
 JA0731
 JA0731.The modeled gravity was interpolated from observed gravity values.
 JA0731
 JA0731;                    North         East    Units  Estimated Accuracy
 JA0731;SPC IN W     -   380,120.      910,490.      MT  (+/- 180 meters Scaled)
 JA0731
 JA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH032804(NAD 83)
 JA0731
 JA0731                          SUPERSEDED SURVEY CONTROL
 JA0731
 JA0731  NGVD 29 (??/??/92)  154.29   (m)          506.2    (f) COMPUTED    1 2
 JA0731
 JA0731.Superseded values are not recommended for survey control.
 JA0731
 JA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0731.See file dsdata.pdf to determine how the superseded data were derived.
 JA0731
 JA0731_MARKER: DB = BENCH MARK DISK
 JA0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0731_STAMPING: 506.200 E 11 1930
 JA0731_MARK LOGO: CGS
 JA0731_PROJECTION: FLUSH
 JA0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0731+STABILITY: SURFACE MOTION
 JA0731
 JA0731  HISTORY     - Date     Condition        Report By
 JA0731  HISTORY     - 1930     MONUMENTED       CGS
 JA0731  HISTORY     - 1934     GOOD             CGS
 JA0731  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0731
 JA0731                          STATION DESCRIPTION
 JA0731
 JA0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0731'1.8 MI E FROM CANNELBURG.
 JA0731'1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0731'CANNELBURG, DAVIESS COUNTY, ABOUT 500 FEET WEST OF A ROAD
 JA0731'CROSSING, OPPOSITE POLE 158/04, JUST SOUTH OF A SMALL APPLE
 JA0731'ORCHARD, AND 33.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 JA0731'DISK, STAMPED 506.200 E 11 1930 AND SET IN THE TOP OF A CONCRETE
 JA0731'POST FLUSH WITH THE GROUND.
 JA0731
 JA0731                          STATION RECOVERY (1965)
 JA0731
 JA0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1199 ***********************************************************************
 LB1199  DESIGNATION -  E 110
 LB1199  PID         -  LB1199
 LB1199  STATE/COUNTY-  IN/PULASKI
 LB1199  COUNTRY     -  US
 LB1199  USGS QUAD   -  FRANCESVILLE (2019)
 LB1199
 LB1199                         *CURRENT SURVEY CONTROL
 LB1199  ______________________________________________________________________
 LB1199* NAD 83(1986) POSITION- 40 58 13.     (N) 086 52 55.     (W)   SCALED
 LB1199* NAVD 88 ORTHO HEIGHT -   207.046 (meters)      679.28  (feet) ADJUSTED
 LB1199  ______________________________________________________________________
 LB1199  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 LB1199  DYNAMIC HEIGHT  -        206.954 (meters)      678.98  (feet) COMP
 LB1199  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 LB1199
 LB1199  VERT ORDER      -  SECOND    CLASS 0
 LB1199
 LB1199.The horizontal coordinates were scaled from a map and have
 LB1199.an estimated accuracy of +/- 6 seconds.
 LB1199
 LB1199.The orthometric height was determined by differential leveling and
 LB1199.adjusted by the NATIONAL GEODETIC SURVEY
 LB1199.in June 1991.
 LB1199
 LB1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1199.GEOID18 height accuracy estimate available here.
 LB1199
 LB1199.Click photographs - Photos may exist for this station.
 LB1199
 LB1199.The dynamic height is computed by dividing the NAVD 88
 LB1199.geopotential number by the normal gravity value computed on the
 LB1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1199.degrees latitude (g = 980.6199 gals.).
 LB1199
 LB1199.The modeled gravity was interpolated from observed gravity values.
 LB1199
 LB1199;                    North         East    Units  Estimated Accuracy
 LB1199;SPC IN W     -   635,280.      916,950.      MT  (+/- 180 meters Scaled)
 LB1199
 LB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL099354(NAD 83)
 LB1199
 LB1199                          SUPERSEDED SURVEY CONTROL
 LB1199
 LB1199  NGVD 29 (??/??/92)  207.142  (m)          679.60   (f) ADJ UNCH    2 0
 LB1199
 LB1199.Superseded values are not recommended for survey control.
 LB1199
 LB1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1199.See file dsdata.pdf to determine how the superseded data were derived.
 LB1199
 LB1199_MARKER: DB = BENCH MARK DISK
 LB1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1199_STAMPING: E 110 1946
 LB1199_MARK LOGO: CGS
 LB1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1199+STABILITY: SURFACE MOTION
 LB1199
 LB1199  HISTORY     - Date     Condition        Report By
 LB1199  HISTORY     - 1946     MONUMENTED       CGS
 LB1199
 LB1199                          STATION DESCRIPTION
 LB1199
 LB1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1199'0.9 MI S FROM FRANCESVILLE.
 LB1199'0.9 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1199'RAILWAY FROM THE STATION AT FRANCESVILLE, 44.8 FEET EAST OF THE
 LB1199'EAST RAIL OF THE TRACK, 20 FEET NORTH OF A T FENCE CORNER, 19
 LB1199'FEET SOUTHEAST OF A TELEGRAPH POLE, 2 FEET WEST OF THE EAST
 LB1199'RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE TRACK, SET IN THE
 LB1199'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- IT IS ASSUMED
 LB1199'THAT THE STAMPING IS IN ERROR -- THIS SHOULD AGREE WITH THE
 LB1199'DESIGNATION E 110 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0808 ***********************************************************************
 KA0808  DESIGNATION -  E 111
 KA0808  PID         -  KA0808
 KA0808  STATE/COUNTY-  IN/BOONE
 KA0808  COUNTRY     -  US
 KA0808  USGS QUAD   -  LIZTON (2019)
 KA0808
 KA0808                         *CURRENT SURVEY CONTROL
 KA0808  ______________________________________________________________________
 KA0808* NAD 83(2011) POSITION- 39 56 02.30673(N) 086 37 10.67432(W)   ADJUSTED
 KA0808* NAD 83(2011) ELLIP HT-   258.084 (meters)        (02/22/23)   ADJUSTED
 KA0808* NAD 83(2011) EPOCH   -  2010.00
 KA0808* NAVD 88 ORTHO HEIGHT -   291.428 (meters)      956.13  (feet) ADJUSTED
 KA0808  ______________________________________________________________________
 KA0808  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 KA0808  NAD 83(2011) X  -    288,784.586 (meters)                     COMP
 KA0808  NAD 83(2011) Y  - -4,889,093.203 (meters)                     COMP
 KA0808  NAD 83(2011) Z  -  4,072,532.559 (meters)                     COMP
 KA0808  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 KA0808  DYNAMIC HEIGHT  -        291.269 (meters)      955.61  (feet) COMP
 KA0808  MODELED GRAVITY -    980,072.5   (mgal)                       NAVD 88
 KA0808
 KA0808  VERT ORDER      -  SECOND    CLASS 0
 KA0808
 KA0808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0808  Standards:
 KA0808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0808  -------------------------------------------------------------------
 KA0808  NETWORK    1.10   1.84           0.48   0.42   0.94      0.01344223
 KA0808  -------------------------------------------------------------------
 KA0808  Click here for local accuracies and other accuracy information.
 KA0808
 KA0808.The horizontal coordinates were established by GPS observations
 KA0808.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0808
 KA0808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0808.been affixed to the stable North American tectonic plate. See 
 KA0808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0808
 KA0808.The horizontal coordinates are valid at the epoch date displayed above
 KA0808.which is a decimal equivalence of Year/Month/Day.
 KA0808
 KA0808.The orthometric height was determined by differential leveling and
 KA0808.adjusted by the NATIONAL GEODETIC SURVEY
 KA0808.in June 1991.
 KA0808
 KA0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0808.GEOID18 height accuracy estimate available here.
 KA0808
 KA0808.Click photographs - Photos may exist for this station.
 KA0808
 KA0808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0808
 KA0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0808
 KA0808.The ellipsoidal height was determined by GPS observations
 KA0808.and is referenced to NAD 83.
 KA0808
 KA0808.The dynamic height is computed by dividing the NAVD 88
 KA0808.geopotential number by the normal gravity value computed on the
 KA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0808.degrees latitude (g = 980.6199 gals.).
 KA0808
 KA0808.The modeled gravity was interpolated from observed gravity values.
 KA0808
 KA0808. The following values were computed from the NAD 83(2011) position.
 KA0808
 KA0808;                    North         East     Units Scale Factor Converg.
 KA0808;SPC IN W     -   520,289.712   939,634.134   MT  0.99998600   +0 17 51.6
 KA0808;SPC IN W     - 1,706,983.83  3,082,782.99   sFT  0.99998600   +0 17 51.6
 KA0808;UTM  16      - 4,420,498.278   532,499.411   MT  0.99961300   +0 14 39.0
 KA0808
 KA0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0808!SPC IN W     -   0.99995951  x   0.99998600  =   0.99994551
 KA0808!UTM  16      -   0.99995951  x   0.99961300  =   0.99957253
 KA0808
 KA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3249920498(NAD 83)
 KA0808
 KA0808                          SUPERSEDED SURVEY CONTROL
 KA0808
 KA0808  NGVD 29 (??/??/92)  291.522  (m)          956.44   (f) ADJ UNCH    2 0
 KA0808
 KA0808.Superseded values are not recommended for survey control.
 KA0808
 KA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0808.See file dsdata.pdf to determine how the superseded data were derived.
 KA0808
 KA0808_MARKER: DB = BENCH MARK DISK
 KA0808_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0808_SP_SET: BOX CULVERT WING WALL
 KA0808_STAMPING: E 111 1946
 KA0808_MARK LOGO: CGS
 KA0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0808+STABILITY: SURFACE MOTION
 KA0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0808+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0808
 KA0808  HISTORY     - Date     Condition        Report By
 KA0808  HISTORY     - 1946     MONUMENTED       CGS
 KA0808  HISTORY     - 20230206 GOOD             INDOT
 KA0808
 KA0808                          STATION DESCRIPTION
 KA0808
 KA0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0808'0.8 MI N FROM JAMESTOWN.
 KA0808'ALONG STATE HIGHWAY 75 ABOUT 0.8 MILE NORTH OF THE INTERSECTION
 KA0808'WITH STATE HIGHWAY 34 AT JAMESTOWN, SET IN THE TOP OF THE
 KA0808'NORTHEAST WINGWALL OF A 10-FOOT CONCRETE BOX CULVERT, 19 FEET
 KA0808'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 KA0808'HIGHWAY.  A STANDARD DISK, STAMPED E 111 1946.
 KA0808
 KA0808                          STATION RECOVERY (2023)
 KA0808
 KA0808'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0808'THE MARK IS 5.5 FT (1.7 M) EAST OF THE EAST EDGE OF PAVEMENT OF SR 75.
 KA0808'THE CONCRETE ON THE HEADWALL HAS BEEN DETERIORATING AND SHOWING
 KA0808'EXPOSED REBAR, BUT MARK REMAINS STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0606 ***********************************************************************
 LB0606  DESIGNATION -  E 112
 LB0606  PID         -  LB0606
 LB0606  STATE/COUNTY-  IN/HAMILTON
 LB0606  COUNTRY     -  US
 LB0606  USGS QUAD   -  WESTFIELD (2019)
 LB0606
 LB0606                         *CURRENT SURVEY CONTROL
 LB0606  ______________________________________________________________________
 LB0606* NAD 83(1986) POSITION- 40 02 30.6    (N) 086 13 38.7    (W)   HD_HELD2
 LB0606* NAVD 88 ORTHO HEIGHT -   281.265 (meters)      922.78  (feet) ADJUSTED
 LB0606  ______________________________________________________________________
 LB0606  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 LB0606  DYNAMIC HEIGHT  -        281.107 (meters)      922.27  (feet) COMP
 LB0606  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 LB0606
 LB0606  VERT ORDER      -  SECOND    CLASS II
 LB0606
 LB0606.The horizontal coordinates were established by autonomous hand held GPS
 LB0606.observations and have an estimated accuracy of +/- 10 meters.
 LB0606
 LB0606.The orthometric height was determined by differential leveling and
 LB0606.adjusted by the NATIONAL GEODETIC SURVEY
 LB0606.in June 1991.
 LB0606
 LB0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0606.GEOID18 height accuracy estimate available here.
 LB0606
 LB0606.Click photographs - Photos may exist for this station.
 LB0606
 LB0606.The dynamic height is computed by dividing the NAVD 88
 LB0606.geopotential number by the normal gravity value computed on the
 LB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0606.degrees latitude (g = 980.6199 gals.).
 LB0606
 LB0606.The modeled gravity was interpolated from observed gravity values.
 LB0606
 LB0606;                    North         East    Units  Estimated Accuracy
 LB0606;SPC IN E     -   532,313.       52,146.      MT  (+/- 10 meters HH2 GPS)
 LB0606
 LB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6590732686(NAD 83)
 LB0606
 LB0606                          SUPERSEDED SURVEY CONTROL
 LB0606
 LB0606  NGVD 29 (??/??/92)  281.374  (m)          923.14   (f) ADJ UNCH    2 0
 LB0606
 LB0606.Superseded values are not recommended for survey control.
 LB0606
 LB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0606.See file dsdata.pdf to determine how the superseded data were derived.
 LB0606
 LB0606_MARKER: DB = BENCH MARK DISK
 LB0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0606_SP_SET: BUILDING
 LB0606_STAMPING: E 112 1946
 LB0606_MARK LOGO: CGS
 LB0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0606
 LB0606  HISTORY     - Date     Condition        Report By
 LB0606  HISTORY     - 1946     MONUMENTED       CGS
 LB0606  HISTORY     - 19980318 GOOD             SEC
 LB0606
 LB0606                          STATION DESCRIPTION
 LB0606
 LB0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0606'AT JOLIETVILLE.
 LB0606'AT JOLIETVILLE, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 LB0606'CORNER OF THE METHODIST CHURCH BUILDING, 1.4 FOOT EAST OF THE
 LB0606'CORNER AND 3.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E
 LB0606'112 1946.
 LB0606
 LB0606                          STATION RECOVERY (1998)
 LB0606
 LB0606'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0606'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0883 ***********************************************************************
 LB0883  DESIGNATION -  E 113
 LB0883  PID         -  LB0883
 LB0883  STATE/COUNTY-  IN/BOONE
 LB0883  COUNTRY     -  US
 LB0883  USGS QUAD   -  HAZELRIGG (2019)
 LB0883
 LB0883                         *CURRENT SURVEY CONTROL
 LB0883  ______________________________________________________________________
 LB0883* NAD 83(1986) POSITION- 40 06 10.79   (N) 086 37 10.22   (W)   HD_HELD1
 LB0883* NAVD 88 ORTHO HEIGHT -   260.484 (meters)      854.60  (feet) ADJUSTED
 LB0883  ______________________________________________________________________
 LB0883  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 LB0883  DYNAMIC HEIGHT  -        260.343 (meters)      854.14  (feet) COMP
 LB0883  MODELED GRAVITY -    980,076.6   (mgal)                       NAVD 88
 LB0883
 LB0883  VERT ORDER      -  SECOND    CLASS 0
 LB0883
 LB0883.The horizontal coordinates were determined by differentially corrected
 LB0883.hand held GPS observations or other comparable positioning techniques
 LB0883.and have an estimated accuracy of +/- 3 meters.
 LB0883
 LB0883.The orthometric height was determined by differential leveling and
 LB0883.adjusted by the NATIONAL GEODETIC SURVEY
 LB0883.in June 1991.
 LB0883
 LB0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0883.GEOID18 height accuracy estimate available here.
 LB0883
 LB0883.Click photographs - Photos may exist for this station.
 LB0883
 LB0883.The dynamic height is computed by dividing the NAVD 88
 LB0883.geopotential number by the normal gravity value computed on the
 LB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0883.degrees latitude (g = 980.6199 gals.).
 LB0883
 LB0883.The modeled gravity was interpolated from observed gravity values.
 LB0883
 LB0883;                    North         East    Units  Estimated Accuracy
 LB0883;SPC IN W     -   539,056.7     939,547.2     MT  (+/- 3 meters HH1 GPS) 
 LB0883
 LB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3243039258(NAD 83)
 LB0883
 LB0883                          SUPERSEDED SURVEY CONTROL
 LB0883
 LB0883  NGVD 29 (??/??/92)  260.580  (m)          854.92   (f) ADJ UNCH    2 0
 LB0883
 LB0883.Superseded values are not recommended for survey control.
 LB0883
 LB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0883.See file dsdata.pdf to determine how the superseded data were derived.
 LB0883
 LB0883_MARKER: DB = BENCH MARK DISK
 LB0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0883_SP_SET: PIPE CULVERT HEADWALL
 LB0883_STAMPING: E 113 1946
 LB0883_MARK LOGO: CGS
 LB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0883+STABILITY: SURFACE MOTION
 LB0883
 LB0883  HISTORY     - Date     Condition        Report By
 LB0883  HISTORY     - 1946     MONUMENTED       CGS
 LB0883  HISTORY     - 1977     GOOD             LOCENG
 LB0883
 LB0883                          STATION DESCRIPTION
 LB0883
 LB0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0883'2.1 MI S FROM THORNTOWN.
 LB0883'ALONG STATE HIGHWAY 75 ABOUT 2.1 MILES SOUTH OF THE FIRST
 LB0883'PRESBYTERIAN CHURCH AT THORNTOWN, 0.1 MILE SOUTH OF A 30-FOOT
 LB0883'CONCRETE BRIDGE, SET IN THE TOP OF THE CENTER OF THE WEST
 LB0883'CONCRETE HEADWALL OF A 4-FOOT CORRUGATED STEEL PIPE CULVERT, 19
 LB0883'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.8 FOOT
 LB0883'BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 113
 LB0883'1946.
 LB0883
 LB0883                          STATION RECOVERY (1977)
 LB0883
 LB0883'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0638 ***********************************************************************
 LB0638  DESIGNATION -  E 114
 LB0638  PID         -  LB0638
 LB0638  STATE/COUNTY-  IN/BOONE
 LB0638  COUNTRY     -  US
 LB0638  USGS QUAD   -  LEBANON (2019)
 LB0638
 LB0638                         *CURRENT SURVEY CONTROL
 LB0638  ______________________________________________________________________
 LB0638* NAD 83(1986) POSITION- 40 05 42.46   (N) 086 28 44.12   (W)   HD_HELD1
 LB0638* NAVD 88 ORTHO HEIGHT -   284.662 (meters)      933.93  (feet) ADJUSTED
 LB0638  ______________________________________________________________________
 LB0638  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 LB0638  DYNAMIC HEIGHT  -        284.506 (meters)      933.42  (feet) COMP
 LB0638  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 LB0638
 LB0638  VERT ORDER      -  SECOND    CLASS 0
 LB0638
 LB0638.The horizontal coordinates were determined by differentially corrected
 LB0638.hand held GPS observations or other comparable positioning techniques
 LB0638.and have an estimated accuracy of +/- 3 meters.
 LB0638
 LB0638.The orthometric height was determined by differential leveling and
 LB0638.adjusted by the NATIONAL GEODETIC SURVEY
 LB0638.in June 1991.
 LB0638
 LB0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0638.GEOID18 height accuracy estimate available here.
 LB0638
 LB0638.Click photographs - Photos may exist for this station.
 LB0638
 LB0638.The dynamic height is computed by dividing the NAVD 88
 LB0638.geopotential number by the normal gravity value computed on the
 LB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0638.degrees latitude (g = 980.6199 gals.).
 LB0638
 LB0638.The modeled gravity was interpolated from observed gravity values.
 LB0638
 LB0638;                    North         East    Units  Estimated Accuracy
 LB0638;SPC IN W     -   538,254.9     951,539.8     MT  (+/- 3 meters HH1 GPS) 
 LB0638
 LB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4441738445(NAD 83)
 LB0638
 LB0638                          SUPERSEDED SURVEY CONTROL
 LB0638
 LB0638  NGVD 29 (??/??/92)  284.763  (m)          934.26   (f) ADJ UNCH    2 0
 LB0638
 LB0638.Superseded values are not recommended for survey control.
 LB0638
 LB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0638.See file dsdata.pdf to determine how the superseded data were derived.
 LB0638
 LB0638_MARKER: DB = BENCH MARK DISK
 LB0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0638_STAMPING: E 114 1946
 LB0638_MARK LOGO: CGS
 LB0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0638+STABILITY: SURFACE MOTION
 LB0638
 LB0638  HISTORY     - Date     Condition        Report By
 LB0638  HISTORY     - 1946     MONUMENTED       CGS
 LB0638
 LB0638                          STATION DESCRIPTION
 LB0638
 LB0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0638'3.3 MI N FROM LEBANON.
 LB0638'ALONG STATE HIGHWAY 39 ABOUT 3.3 MILES NORTH OF THE COUNTY COURT
 LB0638'HOUSE AT LEBANON, 0.1 MILE NORTH OF AN EAST-WEST CROSS ROAD, 22
 LB0638'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF A
 LB0638'FIELD ENTRANCE ROAD, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LB0638'OF MRS. LEOTA MOORES FARM HOUSE, 5 FEET SOUTH OF A GATE POST,
 LB0638'2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 LB0638'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 114 1946 AND SET
 LB0638'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0037 ***********************************************************************
 LB0037  DESIGNATION -  E 115
 LB0037  PID         -  LB0037
 LB0037  STATE/COUNTY-  IN/CASS
 LB0037  COUNTRY     -  US
 LB0037  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0037
 LB0037                         *CURRENT SURVEY CONTROL
 LB0037  ______________________________________________________________________
 LB0037* NAD 83(1986) POSITION- 40 35 22.     (N) 086 16 46.     (W)   SCALED
 LB0037* NAVD 88 ORTHO HEIGHT -   229.936 (meters)      754.38  (feet) ADJUSTED
 LB0037  ______________________________________________________________________
 LB0037  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 LB0037  DYNAMIC HEIGHT  -        229.821 (meters)      754.00  (feet) COMP
 LB0037  MODELED GRAVITY -    980,118.9   (mgal)                       NAVD 88
 LB0037
 LB0037  VERT ORDER      -  SECOND    CLASS 0
 LB0037
 LB0037.The horizontal coordinates were scaled from a map and have
 LB0037.an estimated accuracy of +/- 6 seconds.
 LB0037
 LB0037.The orthometric height was determined by differential leveling and
 LB0037.adjusted by the NATIONAL GEODETIC SURVEY
 LB0037.in June 1991.
 LB0037
 LB0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0037.GEOID18 height accuracy estimate available here.
 LB0037
 LB0037.Click photographs - Photos may exist for this station.
 LB0037
 LB0037.The dynamic height is computed by dividing the NAVD 88
 LB0037.geopotential number by the normal gravity value computed on the
 LB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0037.degrees latitude (g = 980.6199 gals.).
 LB0037
 LB0037.The modeled gravity was interpolated from observed gravity values.
 LB0037
 LB0037;                    North         East    Units  Estimated Accuracy
 LB0037;SPC IN E     -   593,150.       48,130.      MT  (+/- 180 meters Scaled)
 LB0037
 LB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609934(NAD 83)
 LB0037
 LB0037                          SUPERSEDED SURVEY CONTROL
 LB0037
 LB0037  NGVD 29 (??/??/92)  230.051  (m)          754.76   (f) ADJ UNCH    2 0
 LB0037
 LB0037.Superseded values are not recommended for survey control.
 LB0037
 LB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0037.See file dsdata.pdf to determine how the superseded data were derived.
 LB0037
 LB0037_MARKER: DB = BENCH MARK DISK
 LB0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0037_SP_SET: BRIDGE WINGWALL
 LB0037_STAMPING: E 115 1946
 LB0037_MARK LOGO: CGS
 LB0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0037
 LB0037  HISTORY     - Date     Condition        Report By
 LB0037  HISTORY     - 1946     MONUMENTED       CGS
 LB0037
 LB0037                          STATION DESCRIPTION
 LB0037
 LB0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0037'6.2 MI N FROM JUDSON.
 LB0037'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0037'AT JUDSON, THENCE 0.5 MILE WEST AND 3.7 MILES NORTH ALONG GRAVEL
 LB0037'ROADS, 0.9 MILE NORTH OF THE INTERSECTION WITH STATE HIGHWAY 18,
 LB0037'ABOUT 0.1 MILE SOUTH OF AN EAST-WEST CROSS ROAD, ABOUT 200 FEET
 LB0037'SOUTH OF A HOUSE AT THE WEST VIEW FARM, SET IN THE TOP OF THE
 LB0037'NORTHWEST WINGWALL OF A 10-FOOT CONCRETE BRIDGE, 14 FEET WEST OF
 LB0037'THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE BRIDGE
 LB0037'FLOOR.  NOTE-- THIS MARK MAY BE REACHED FROM LINCOLN, CASS
 LB0037'COUNTY, BY GOING WEST ALONG A GRAVEL ROAD ABOUT 1.6 MILE FROM
 LB0037'THE GRAIN ELEVATOR, THENCE 0.45 MILE SOUTH ALONG A PAVED ROAD,
 LB0037'THENCE 1.9 MILE WEST ALONG A GRAVEL ROAD LEADING TO DEER CREEK,
 LB0037'THENCE 1.1 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO JUDSON
 LB0037'AND RUSSIAVILLE AND THE SITE OF THE BENCH MARK.  A STANDARD
 LB0037'DISK, STAMPED E 115 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0447 ***********************************************************************
 LB0447  DESIGNATION -  E 116
 LB0447  PID         -  LB0447
 LB0447  STATE/COUNTY-  IN/CLINTON
 LB0447  COUNTRY     -  US
 LB0447  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0447
 LB0447                         *CURRENT SURVEY CONTROL
 LB0447  ______________________________________________________________________
 LB0447* NAD 83(1986) POSITION- 40 17 27.     (N) 086 29 13.     (W)   SCALED
 LB0447* NAVD 88 ORTHO HEIGHT -   257.913 (meters)      846.17  (feet) ADJUSTED
 LB0447  ______________________________________________________________________
 LB0447  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 LB0447  DYNAMIC HEIGHT  -        257.776 (meters)      845.72  (feet) COMP
 LB0447  MODELED GRAVITY -    980,090.8   (mgal)                       NAVD 88
 LB0447
 LB0447  VERT ORDER      -  SECOND    CLASS 0
 LB0447
 LB0447.The horizontal coordinates were scaled from a map and have
 LB0447.an estimated accuracy of +/- 6 seconds.
 LB0447
 LB0447.The orthometric height was determined by differential leveling and
 LB0447.adjusted by the NATIONAL GEODETIC SURVEY
 LB0447.in June 1991.
 LB0447
 LB0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0447.GEOID18 height accuracy estimate available here.
 LB0447
 LB0447.Click photographs - Photos may exist for this station.
 LB0447
 LB0447.The dynamic height is computed by dividing the NAVD 88
 LB0447.geopotential number by the normal gravity value computed on the
 LB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0447.degrees latitude (g = 980.6199 gals.).
 LB0447
 LB0447.The modeled gravity was interpolated from observed gravity values.
 LB0447
 LB0447;                    North         East    Units  Estimated Accuracy
 LB0447;SPC IN W     -   559,980.      950,710.      MT  (+/- 180 meters Scaled)
 LB0447
 LB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK436601(NAD 83)
 LB0447
 LB0447                          SUPERSEDED SURVEY CONTROL
 LB0447
 LB0447  NGVD 29 (??/??/92)  258.019  (m)          846.52   (f) ADJ UNCH    2 0
 LB0447
 LB0447.Superseded values are not recommended for survey control.
 LB0447
 LB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0447.See file dsdata.pdf to determine how the superseded data were derived.
 LB0447
 LB0447_MARKER: DB = BENCH MARK DISK
 LB0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0447_STAMPING: E 116 1946
 LB0447_MARK LOGO: CGS
 LB0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0447+STABILITY: SURFACE MOTION
 LB0447
 LB0447  HISTORY     - Date     Condition        Report By
 LB0447  HISTORY     - 1946     MONUMENTED       CGS
 LB0447
 LB0447                          STATION DESCRIPTION
 LB0447
 LB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0447'1.5 MI NE FROM FRANKFORT.
 LB0447'ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD 1.5 MILE
 LB0447'NORTHEAST OF THE STATION AT FRANKFORT, AT A PAVED ROAD CROSSING,
 LB0447'24 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 18 FEET
 LB0447'EAST OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF POLE NUMBER
 LB0447'204/30, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0447'3 1/2 FEET BELOW THE TRACK LEVEL.  A STANDARD DISK, STAMPED
 LB0447'E 116 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB0447'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0030 ***********************************************************************
 LB0030  DESIGNATION -  E 118
 LB0030  PID         -  LB0030
 LB0030  STATE/COUNTY-  IN/CASS
 LB0030  COUNTRY     -  US
 LB0030  USGS QUAD   -  ANOKA (2019)
 LB0030
 LB0030                         *CURRENT SURVEY CONTROL
 LB0030  ______________________________________________________________________
 LB0030* NAD 83(1986) POSITION- 40 44 15.     (N) 086 22 21.     (W)   SCALED
 LB0030* NAVD 88 ORTHO HEIGHT -   187.827 (meters)      616.23  (feet) ADJUSTED
 LB0030  ______________________________________________________________________
 LB0030  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LB0030  DYNAMIC HEIGHT  -        187.737 (meters)      615.93  (feet) COMP
 LB0030  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 LB0030
 LB0030  VERT ORDER      -  SECOND    CLASS 0
 LB0030
 LB0030.The horizontal coordinates were scaled from a map and have
 LB0030.an estimated accuracy of +/- 6 seconds.
 LB0030
 LB0030.The orthometric height was determined by differential leveling and
 LB0030.adjusted by the NATIONAL GEODETIC SURVEY
 LB0030.in June 1991.
 LB0030
 LB0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0030.GEOID18 height accuracy estimate available here.
 LB0030
 LB0030.Click photographs - Photos may exist for this station.
 LB0030
 LB0030.The dynamic height is computed by dividing the NAVD 88
 LB0030.geopotential number by the normal gravity value computed on the
 LB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0030.degrees latitude (g = 980.6199 gals.).
 LB0030
 LB0030.The modeled gravity was interpolated from observed gravity values.
 LB0030
 LB0030;                    North         East    Units  Estimated Accuracy
 LB0030;SPC IN E     -   609,650.       40,380.      MT  (+/- 180 meters Scaled)
 LB0030
 LB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL529098(NAD 83)
 LB0030
 LB0030                          SUPERSEDED SURVEY CONTROL
 LB0030
 LB0030  NGVD 29 (??/??/92)  187.947  (m)          616.62   (f) ADJ UNCH    2 0
 LB0030
 LB0030.Superseded values are not recommended for survey control.
 LB0030
 LB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0030.See file dsdata.pdf to determine how the superseded data were derived.
 LB0030
 LB0030_MARKER: DB = BENCH MARK DISK
 LB0030_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0030_SP_SET: BOX CULVERT HEADWALL
 LB0030_STAMPING: E 118 1946
 LB0030_MARK LOGO: CGS
 LB0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0030+STABILITY: SURFACE MOTION
 LB0030
 LB0030  HISTORY     - Date     Condition        Report By
 LB0030  HISTORY     - 1946     MONUMENTED       CGS
 LB0030  HISTORY     - 1969     POOR             BRADY
 LB0030  HISTORY     - 20101027 MARK NOT FOUND   INDOT
 LB0030  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0030
 LB0030                          STATION DESCRIPTION
 LB0030
 LB0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0030'1 MI S FROM LOGANSPORT.
 LB0030'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH END
 LB0030'OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT LOGANSPORT,
 LB0030'33 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AT 900
 LB0030'BURLINGTON AVENUE, SET IN THE TOP OF THE EAST HEADWALL OF A 4-FOOT
 LB0030'CONCRETE BOX CULVERT, 23.5 FEET SOUTHWEST OF A CONCRETE CORNER
 LB0030'FENCE POST, 16 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 LB0030'TO THE HOUSE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LB0030'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E
 LB0030'118 1946.  NOTE-- CONCRETE IS DETERIORATING BUT TABLET IS FIRM.
 LB0030
 LB0030                          STATION RECOVERY (1969)
 LB0030
 LB0030'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0030'MARK RECOVERED IN POOR CONDITION.
 LB0030
 LB0030                          STATION RECOVERY (2010)
 LB0030
 LB0030'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLF)
 LB0030'TOP 5 INCHES OF CONCRETE IS GONE AND BENCH MARK IS GONE.
 LB0030
 LB0030                          STATION RECOVERY (2017)
 LB0030
 LB0030'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0030'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0689 ***********************************************************************
 LB0689  DESIGNATION -  E 119
 LB0689  PID         -  LB0689
 LB0689  STATE/COUNTY-  IN/CARROLL
 LB0689  COUNTRY     -  US
 LB0689  USGS QUAD   -  ROSSVILLE (2019)
 LB0689
 LB0689                         *CURRENT SURVEY CONTROL
 LB0689  ______________________________________________________________________
 LB0689* NAD 83(1986) POSITION- 40 26 30.     (N) 086 37 07.     (W)   SCALED
 LB0689* NAVD 88 ORTHO HEIGHT -   219.538 (meters)      720.27  (feet) ADJUSTED
 LB0689  ______________________________________________________________________
 LB0689  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 LB0689  DYNAMIC HEIGHT  -        219.427 (meters)      719.90  (feet) COMP
 LB0689  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 LB0689
 LB0689  VERT ORDER      -  SECOND    CLASS 0
 LB0689
 LB0689.The horizontal coordinates were scaled from a map and have
 LB0689.an estimated accuracy of +/- 6 seconds.
 LB0689
 LB0689.The orthometric height was determined by differential leveling and
 LB0689.adjusted by the NATIONAL GEODETIC SURVEY
 LB0689.in June 1991.
 LB0689
 LB0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0689.GEOID18 height accuracy estimate available here.
 LB0689
 LB0689.Click photographs - Photos may exist for this station.
 LB0689
 LB0689.The dynamic height is computed by dividing the NAVD 88
 LB0689.geopotential number by the normal gravity value computed on the
 LB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0689.degrees latitude (g = 980.6199 gals.).
 LB0689
 LB0689.The modeled gravity was interpolated from observed gravity values.
 LB0689
 LB0689;                    North         East    Units  Estimated Accuracy
 LB0689;SPC IN W     -   576,660.      939,430.      MT  (+/- 180 meters Scaled)
 LB0689
 LB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK323768(NAD 83)
 LB0689
 LB0689                          SUPERSEDED SURVEY CONTROL
 LB0689
 LB0689  NGVD 29 (??/??/92)  219.642  (m)          720.61   (f) ADJ UNCH    2 0
 LB0689
 LB0689.Superseded values are not recommended for survey control.
 LB0689
 LB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0689.See file dsdata.pdf to determine how the superseded data were derived.
 LB0689
 LB0689_MARKER: DB = BENCH MARK DISK
 LB0689_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0689_SP_SET: PIPE CULVERT HEADWALL
 LB0689_STAMPING: E 119 1946
 LB0689_MARK LOGO: CGS
 LB0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0689+STABILITY: SURFACE MOTION
 LB0689
 LB0689  HISTORY     - Date     Condition        Report By
 LB0689  HISTORY     - 1946     MONUMENTED       CGS
 LB0689
 LB0689                          STATION DESCRIPTION
 LB0689
 LB0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0689'2.3 MI NW FROM ROSSVILLE.
 LB0689'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0689'OFFICE AT ROSSVILLE, AT THE INTERSECTION WITH A NORTH-SOUTH CROSS
 LB0689'ROAD, IN THE WEST QUARTER OF THE INTERSECTION, SET IN THE TOP OF
 LB0689'THE CENTER OF AN L TYPE CONCRETE HEADWALL OF AN 18-INCH PIPE
 LB0689'CULVERT UNDER THE CROSS ROAD, 25.5 FEET SOUTHWEST OF THE CENTER
 LB0689'LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE CROSS
 LB0689'ROAD AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.  A
 LB0689'STANDARD DISK, STAMPED E 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0891 ***********************************************************************
 JA0891  DESIGNATION -  E 12
 JA0891  PID         -  JA0891
 JA0891  STATE/COUNTY-  IN/DAVIESS
 JA0891  COUNTRY     -  US
 JA0891  USGS QUAD   -  WASHINGTON (2019)
 JA0891
 JA0891                         *CURRENT SURVEY CONTROL
 JA0891  ______________________________________________________________________
 JA0891* NAD 83(1986) POSITION- 38 40 40.78   (N) 087 12 42.48   (W)   HD_HELD1
 JA0891* NAVD 88 ORTHO HEIGHT -   135.594 (meters)      444.86  (feet) ADJUSTED
 JA0891  ______________________________________________________________________
 JA0891  GEOID HEIGHT    -        -32.269 (meters)                     GEOID18
 JA0891  DYNAMIC HEIGHT  -        135.508 (meters)      444.58  (feet) COMP
 JA0891  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 JA0891
 JA0891  VERT ORDER      -  FIRST     CLASS II
 JA0891
 JA0891.The horizontal coordinates were determined by differentially corrected
 JA0891.hand held GPS observations or other comparable positioning techniques
 JA0891.and have an estimated accuracy of +/- 3 meters.
 JA0891
 JA0891.The orthometric height was determined by differential leveling and
 JA0891.adjusted by the NATIONAL GEODETIC SURVEY
 JA0891.in June 1991.
 JA0891
 JA0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0891.GEOID18 height accuracy estimate available here.
 JA0891
 JA0891.Click photographs - Photos may exist for this station.
 JA0891
 JA0891.The dynamic height is computed by dividing the NAVD 88
 JA0891.geopotential number by the normal gravity value computed on the
 JA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0891.degrees latitude (g = 980.6199 gals.).
 JA0891
 JA0891.The modeled gravity was interpolated from observed gravity values.
 JA0891
 JA0891;                    North         East    Units  Estimated Accuracy
 JA0891;SPC IN W     -   380,758.7     888,821.5     MT  (+/- 3 meters HH1 GPS) 
 JA0891
 JA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8157781065(NAD 83)
 JA0891
 JA0891                          SUPERSEDED SURVEY CONTROL
 JA0891
 JA0891  NGVD 29 (??/??/92)  135.726  (m)          445.29   (f) ADJ UNCH    1 2
 JA0891
 JA0891.Superseded values are not recommended for survey control.
 JA0891
 JA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0891.See file dsdata.pdf to determine how the superseded data were derived.
 JA0891
 JA0891_MARKER: DB = BENCH MARK DISK
 JA0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0891_STAMPING: E 12 1930 445.330
 JA0891_MARK LOGO: CGS
 JA0891_PROJECTION: FLUSH
 JA0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0891+STABILITY: SURFACE MOTION
 JA0891
 JA0891  HISTORY     - Date     Condition        Report By
 JA0891  HISTORY     - 1930     MONUMENTED       CGS
 JA0891  HISTORY     - 1965     GOOD             CGS
 JA0891  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0891
 JA0891                          STATION DESCRIPTION
 JA0891
 JA0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0891'4 MI NW FROM WASHINGTON.
 JA0891'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0891'THE STATION AT WASHINGTON, THENCE 1.5 MILES NORTH ALONG THE NEW
 JA0891'YORK CENTRAL RAILROAD, 85 FEET SOUTHWEST OF THE CENTER OF A
 JA0891'CROSSING OF THE RAILROAD AND A PAVED ROAD, 45 FEET WEST OF THE
 JA0891'WEST RAIL, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED
 JA0891'ROAD, 16 FEET SOUTH OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY
 JA0891'WIRES, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 JA0891'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA0891'POST ABOUT LEVEL WITH THE GROUND.
 JA0891
 JA0891                          STATION RECOVERY (1985)
 JA0891
 JA0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0711 ***********************************************************************
 LB0711  DESIGNATION -  E 120
 LB0711  PID         -  LB0711
 LB0711  STATE/COUNTY-  IN/CARROLL
 LB0711  COUNTRY     -  US
 LB0711  USGS QUAD   -  ROSSVILLE (2019)
 LB0711
 LB0711                         *CURRENT SURVEY CONTROL
 LB0711  ______________________________________________________________________
 LB0711* NAD 83(1986) POSITION- 40 28 04.     (N) 086 33 26.     (W)   SCALED
 LB0711* NAVD 88 ORTHO HEIGHT -   221.744 (meters)      727.51  (feet) ADJUSTED
 LB0711  ______________________________________________________________________
 LB0711  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 LB0711  DYNAMIC HEIGHT  -        221.632 (meters)      727.14  (feet) COMP
 LB0711  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 LB0711
 LB0711  VERT ORDER      -  SECOND    CLASS 0
 LB0711
 LB0711.The horizontal coordinates were scaled from a map and have
 LB0711.an estimated accuracy of +/- 6 seconds.
 LB0711
 LB0711.The orthometric height was determined by differential leveling and
 LB0711.adjusted by the NATIONAL GEODETIC SURVEY
 LB0711.in June 1991.
 LB0711
 LB0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0711.GEOID18 height accuracy estimate available here.
 LB0711
 LB0711.Click photographs - Photos may exist for this station.
 LB0711
 LB0711.The dynamic height is computed by dividing the NAVD 88
 LB0711.geopotential number by the normal gravity value computed on the
 LB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0711.degrees latitude (g = 980.6199 gals.).
 LB0711
 LB0711.The modeled gravity was interpolated from observed gravity values.
 LB0711
 LB0711;                    North         East    Units  Estimated Accuracy
 LB0711;SPC IN W     -   579,590.      944,620.      MT  (+/- 180 meters Scaled)
 LB0711
 LB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK375797(NAD 83)
 LB0711
 LB0711                          SUPERSEDED SURVEY CONTROL
 LB0711
 LB0711  NGVD 29 (??/??/92)  221.853  (m)          727.86   (f) ADJ UNCH    2 0
 LB0711
 LB0711.Superseded values are not recommended for survey control.
 LB0711
 LB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0711.See file dsdata.pdf to determine how the superseded data were derived.
 LB0711
 LB0711_MARKER: DB = BENCH MARK DISK
 LB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0711_STAMPING: E 120 1946
 LB0711_MARK LOGO: CGS
 LB0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0711+STABILITY: SURFACE MOTION
 LB0711
 LB0711  HISTORY     - Date     Condition        Report By
 LB0711  HISTORY     - 1946     MONUMENTED       CGS
 LB0711
 LB0711                          STATION DESCRIPTION
 LB0711
 LB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0711'2.1 MI W FROM CUTLER.
 LB0711'ABOUT 2.1 MILES WEST ALONG THE CUTLER-OWASCO ROAD FROM THE
 LB0711'HIGHSCHOOL AT CUTLER, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0711'NORTH ABOUT 0.3 MILE TO A DEAD END, 26 FEET NORTH OF THE CENTER
 LB0711'LINE OF THE EAST-WEST ROAD, 14 FEET EAST OF THE CENTER LINE OF
 LB0711'THE SIDE ROAD, 6 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET SOUTH
 LB0711'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 LB0711'A STANDARD DISK, STAMPED E 120 1946 AND SET IN THE TOP OF A CONCRETE
 LB0711'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0935 ***********************************************************************
 KA0935  DESIGNATION -  E 121
 KA0935  PID         -  KA0935
 KA0935  STATE/COUNTY-  IN/PUTNAM
 KA0935  COUNTRY     -  US
 KA0935  USGS QUAD   -  BRAZIL EAST (2019)
 KA0935
 KA0935                         *CURRENT SURVEY CONTROL
 KA0935  ______________________________________________________________________
 KA0935* NAD 83(1986) POSITION- 39 36 23.     (N) 087 00 46.     (W)   SCALED
 KA0935* NAVD 88 ORTHO HEIGHT -   237.372 (meters)      778.78  (feet) ADJUSTED
 KA0935  ______________________________________________________________________
 KA0935  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 KA0935  DYNAMIC HEIGHT  -        237.236 (meters)      778.33  (feet) COMP
 KA0935  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 KA0935
 KA0935  VERT ORDER      -  FIRST     CLASS II
 KA0935
 KA0935.The horizontal coordinates were scaled from a map and have
 KA0935.an estimated accuracy of +/- 6 seconds.
 KA0935
 KA0935.The orthometric height was determined by differential leveling and
 KA0935.adjusted by the NATIONAL GEODETIC SURVEY
 KA0935.in June 1991.
 KA0935
 KA0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0935.GEOID18 height accuracy estimate available here.
 KA0935
 KA0935.Click photographs - Photos may exist for this station.
 KA0935
 KA0935.The dynamic height is computed by dividing the NAVD 88
 KA0935.geopotential number by the normal gravity value computed on the
 KA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0935.degrees latitude (g = 980.6199 gals.).
 KA0935
 KA0935.The modeled gravity was interpolated from observed gravity values.
 KA0935
 KA0935;                    North         East    Units  Estimated Accuracy
 KA0935;SPC IN W     -   483,820.      906,060.      MT  (+/- 180 meters Scaled)
 KA0935
 KA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ989840(NAD 83)
 KA0935
 KA0935                          SUPERSEDED SURVEY CONTROL
 KA0935
 KA0935  NGVD 29 (??/??/92)  237.479  (m)          779.13   (f) ADJ UNCH    1 2
 KA0935
 KA0935.Superseded values are not recommended for survey control.
 KA0935
 KA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0935.See file dsdata.pdf to determine how the superseded data were derived.
 KA0935
 KA0935_MARKER: DB = BENCH MARK DISK
 KA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0935_SP_SET: PIER
 KA0935_STAMPING: E 121 1946
 KA0935_MARK LOGO: CGS
 KA0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0935
 KA0935  HISTORY     - Date     Condition        Report By
 KA0935  HISTORY     - 1946     MONUMENTED       CGS
 KA0935  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0935
 KA0935                          STATION DESCRIPTION
 KA0935
 KA0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0935'1.1 MI E FROM LENA.
 KA0935'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 1.1 MILE EAST OF THE
 KA0935'STATION AT LENA, AT THE OVERHEAD CROSSING OF THE PUTNAM-CLAY
 KA0935'COUNTY LINE ROAD, SET VERTICALLY IN THE NORTH FACE OF THE EAST
 KA0935'COLUMN OF THE FIRST CONCRETE PIER SOUTH OF THE TRACKS, ABOUT
 KA0935'1 3/4 POLES WEST OF POLE NUMBER 47/30, ABOUT 0.3 MILE EAST OF
 KA0935'MILEPOST 48, 5.6 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND
 KA0935'TRACK AND ABOUT 3.5 FEET ABOVE THE GROUND.  A STANDARD DISK,
 KA0935'STAMPED E 121 1946.
 KA0935
 KA0935                          STATION RECOVERY (1985)
 KA0935
 KA0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0935'THE DISK HAS BEEN REMOVED FROM THE COLUMN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0602 ***********************************************************************
 KA0602  DESIGNATION -  E 122
 KA0602  PID         -  KA0602
 KA0602  STATE/COUNTY-  IN/PUTNAM
 KA0602  COUNTRY     -  US
 KA0602  USGS QUAD   -  GREENCASTLE (2019)
 KA0602
 KA0602                         *CURRENT SURVEY CONTROL
 KA0602  ______________________________________________________________________
 KA0602* NAD 83(1986) POSITION- 39 37 43.     (N) 086 48 46.     (W)   SCALED
 KA0602* NAVD 88 ORTHO HEIGHT -   246.666 (meters)      809.27  (feet) ADJUSTED
 KA0602  ______________________________________________________________________
 KA0602  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KA0602  DYNAMIC HEIGHT  -        246.526 (meters)      808.81  (feet) COMP
 KA0602  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 KA0602
 KA0602  VERT ORDER      -  SECOND    CLASS 0
 KA0602
 KA0602.This mark is at Putnam County Airport (4I7)
 KA0602
 KA0602.The horizontal coordinates were scaled from a map and have
 KA0602.an estimated accuracy of +/- 6 seconds.
 KA0602
 KA0602.The orthometric height was determined by differential leveling and
 KA0602.adjusted by the NATIONAL GEODETIC SURVEY
 KA0602.in June 1991.
 KA0602
 KA0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0602.GEOID18 height accuracy estimate available here.
 KA0602
 KA0602.Click photographs - Photos may exist for this station.
 KA0602
 KA0602.The dynamic height is computed by dividing the NAVD 88
 KA0602.geopotential number by the normal gravity value computed on the
 KA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0602.degrees latitude (g = 980.6199 gals.).
 KA0602
 KA0602.The modeled gravity was interpolated from observed gravity values.
 KA0602
 KA0602;                    North         East    Units  Estimated Accuracy
 KA0602;SPC IN W     -   486,320.      923,230.      MT  (+/- 180 meters Scaled)
 KA0602
 KA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160865(NAD 83)
 KA0602
 KA0602                          SUPERSEDED SURVEY CONTROL
 KA0602
 KA0602  NGVD 29 (??/??/92)  246.776  (m)          809.63   (f) ADJ UNCH    2 0
 KA0602
 KA0602.Superseded values are not recommended for survey control.
 KA0602
 KA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0602.See file dsdata.pdf to determine how the superseded data were derived.
 KA0602
 KA0602_MARKER: DB = BENCH MARK DISK
 KA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0602_STAMPING: E 122 1946
 KA0602_MARK LOGO: CGS
 KA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0602+STABILITY: SURFACE MOTION
 KA0602
 KA0602  HISTORY     - Date     Condition        Report By
 KA0602  HISTORY     - 1946     MONUMENTED       CGS
 KA0602
 KA0602                          STATION DESCRIPTION
 KA0602
 KA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0602'3.5 MI SE FROM GREENCASTLE.
 KA0602'3.5 MILES SOUTHEAST OF THE COUNTY COURT HOUSE AT GREENCASTLE, AT
 KA0602'GREENCASTLE MUNICIPAL AIRPORT, AT THE EAST SIDE OF THE FIELD,
 KA0602'ABOUT 100 YARDS NORTH OF A 2-STORY WHITE FARM HOUSE, AT A T
 KA0602'FENCE CORNER, 1 FOOT WEST OF THE EAST BOUNDARY FENCE LINE, 148
 KA0602'FEET SOUTH OF THE MOST SOUTHERLY OF TWO TREES IN THE EAST
 KA0602'BOUNDARY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0602'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0602'A STANDARD DISK, STAMPED E 122 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2729 ***********************************************************************
 LB2729  DESIGNATION -  E 123 RESET
 LB2729  PID         -  LB2729
 LB2729  STATE/COUNTY-  IN/BENTON
 LB2729  COUNTRY     -  US
 LB2729  USGS QUAD   -  ROUND GROVE (2019)
 LB2729
 LB2729                         *CURRENT SURVEY CONTROL
 LB2729  ______________________________________________________________________
 LB2729* NAD 83(1986) POSITION- 40 36 22.     (N) 087 06 55.     (W)   SCALED
 LB2729* NAVD 88 ORTHO HEIGHT -   221.52  (meters)      726.8   (feet) RESET
 LB2729  ______________________________________________________________________
 LB2729  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB2729  VERT ORDER      -  THIRD
 LB2729
 LB2729.The horizontal coordinates were scaled from a map and have
 LB2729.an estimated accuracy of +/- 6 seconds.
 LB2729
 LB2729.The orthometric height was computed from unverified reset data.
 LB2729
 LB2729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2729.GEOID18 height accuracy estimate available here.
 LB2729
 LB2729.Click photographs - Photos may exist for this station.
 LB2729
 LB2729;                    North         East    Units  Estimated Accuracy
 LB2729;SPC IN W     -   594,820.      897,300.      MT  (+/- 180 meters Scaled)
 LB2729
 LB2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK902950(NAD 83)
 LB2729
 LB2729                          SUPERSEDED SURVEY CONTROL
 LB2729
 LB2729  NGVD 29 (08/22/16)  221.59   (m)          727.0    (f) RESET       3  
 LB2729
 LB2729.Superseded values are not recommended for survey control.
 LB2729
 LB2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2729.See file dsdata.pdf to determine how the superseded data were derived.
 LB2729
 LB2729_MARKER: DV = VERTICAL CONTROL DISK
 LB2729_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB2729_SP_SET: BARRIER WALL
 LB2729_STAMPING: E 123 RESET 1992
 LB2729_MARK LOGO: NGS
 LB2729_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2729
 LB2729  HISTORY     - Date     Condition        Report By
 LB2729  HISTORY     - 1992     MONUMENTED       INHD
 LB2729
 LB2729                          STATION DESCRIPTION
 LB2729
 LB2729'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1992
 LB2729'ABOUT 11.25 MILES (18.10 KM) SOUTHEAST AND EAST ALONG STATE HIGHWAY 18
 LB2729'FROM THE COUNTY COURTHOUSE IN FOWLER, AT THE INTERSECTION WITH A
 LB2729'NORTH-SOUTH GRAVEL ROAD, ON THE CONCRETE BARRIER WALL ON THE
 LB2729'SOUTHEAST CORNER OF THE NEW BRIDGE ON STATE ROUTE 18 (ST R NO.
 LB2729'18-04-6996) OVER THE EAST FORK OF BIG PINE CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1325 ***********************************************************************
 LB1325  DESIGNATION -  E 124
 LB1325  PID         -  LB1325
 LB1325  STATE/COUNTY-  IN/BENTON
 LB1325  COUNTRY     -  US
 LB1325  USGS QUAD   -  FOWLER (2019)
 LB1325
 LB1325                         *CURRENT SURVEY CONTROL
 LB1325  ______________________________________________________________________
 LB1325* NAD 83(1986) POSITION- 40 37 14.     (N) 087 15 58.     (W)   SCALED
 LB1325* NAVD 88 ORTHO HEIGHT -   247.702 (meters)      812.67  (feet) ADJUSTED
 LB1325  ______________________________________________________________________
 LB1325  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 LB1325  DYNAMIC HEIGHT  -        247.581 (meters)      812.27  (feet) COMP
 LB1325  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB1325
 LB1325  VERT ORDER      -  SECOND    CLASS 0
 LB1325
 LB1325.The horizontal coordinates were scaled from a map and have
 LB1325.an estimated accuracy of +/- 6 seconds.
 LB1325
 LB1325.The orthometric height was determined by differential leveling and
 LB1325.adjusted by the NATIONAL GEODETIC SURVEY
 LB1325.in June 1991.
 LB1325
 LB1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1325.GEOID18 height accuracy estimate available here.
 LB1325
 LB1325.Click photographs - Photos may exist for this station.
 LB1325
 LB1325.The dynamic height is computed by dividing the NAVD 88
 LB1325.geopotential number by the normal gravity value computed on the
 LB1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1325.degrees latitude (g = 980.6199 gals.).
 LB1325
 LB1325.The modeled gravity was interpolated from observed gravity values.
 LB1325
 LB1325;                    North         East    Units  Estimated Accuracy
 LB1325;SPC IN W     -   596,440.      884,540.      MT  (+/- 180 meters Scaled)
 LB1325
 LB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774966(NAD 83)
 LB1325
 LB1325                          SUPERSEDED SURVEY CONTROL
 LB1325
 LB1325  NGVD 29 (??/??/92)  247.760  (m)          812.86   (f) ADJ UNCH    2 0
 LB1325
 LB1325.Superseded values are not recommended for survey control.
 LB1325
 LB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1325.See file dsdata.pdf to determine how the superseded data were derived.
 LB1325
 LB1325_MARKER: DB = BENCH MARK DISK
 LB1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1325_STAMPING: E 124 1946
 LB1325_MARK LOGO: CGS
 LB1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1325+STABILITY: SURFACE MOTION
 LB1325
 LB1325  HISTORY     - Date     Condition        Report By
 LB1325  HISTORY     - 1946     MONUMENTED       CGS
 LB1325
 LB1325                          STATION DESCRIPTION
 LB1325
 LB1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1325'4.2 MI E FROM FOWLER.
 LB1325'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1325'THE COUNTY COURT HOUSE AT FOWLER, THENCE 1.0 MILE NORTH ALONG A
 LB1325'GRAVEL ROAD, SET IN THE NORTHWEST QUARTER OF AN INTERSECTION WITH
 LB1325'AN EAST-WEST PAVED ROAD, 170 FEET SOUTHWEST AND ACROSS THE
 LB1325'NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A 2-STORY WHITE
 LB1325'FARM HOUSE, 20 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB1325'ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LB1325'55 FEET WEST AND ACROSS THE NORTH-SOUTH ROAD FROM REA POWER
 LB1325'POLE NUMBER F 136, 22 FEET SOUTH OF TELEPHONE POLE NUMBER A 21,
 LB1325'1 1/2 FOOT NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 LB1325'WITH THE INTERSECTION.  A STANDARD DISK, STAMPED E 124 1946
 LB1325'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1325'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1464 ***********************************************************************
 LB1464  DESIGNATION -  E 125
 LB1464  PID         -  LB1464
 LB1464  STATE/COUNTY-  IN/WHITE
 LB1464  COUNTRY     -  US
 LB1464  USGS QUAD   -  TEMPLETON NE (2019)
 LB1464
 LB1464                         *CURRENT SURVEY CONTROL
 LB1464  ______________________________________________________________________
 LB1464* NAD 83(1986) POSITION- 40 41 42.     (N) 087 00 16.     (W)   SCALED
 LB1464* NAVD 88 ORTHO HEIGHT -   218.386 (meters)      716.49  (feet) ADJUSTED
 LB1464  ______________________________________________________________________
 LB1464  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LB1464  DYNAMIC HEIGHT  -        218.283 (meters)      716.15  (feet) COMP
 LB1464  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LB1464
 LB1464  VERT ORDER      -  SECOND    CLASS 0
 LB1464
 LB1464.The horizontal coordinates were scaled from a map and have
 LB1464.an estimated accuracy of +/- 6 seconds.
 LB1464
 LB1464.The orthometric height was determined by differential leveling and
 LB1464.adjusted by the NATIONAL GEODETIC SURVEY
 LB1464.in June 1991.
 LB1464
 LB1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1464.GEOID18 height accuracy estimate available here.
 LB1464
 LB1464.Click photographs - Photos may exist for this station.
 LB1464
 LB1464.The dynamic height is computed by dividing the NAVD 88
 LB1464.geopotential number by the normal gravity value computed on the
 LB1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1464.degrees latitude (g = 980.6199 gals.).
 LB1464
 LB1464.The modeled gravity was interpolated from observed gravity values.
 LB1464
 LB1464;                    North         East    Units  Estimated Accuracy
 LB1464;SPC IN W     -   604,690.      906,670.      MT  (+/- 180 meters Scaled)
 LB1464
 LB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996049(NAD 83)
 LB1464
 LB1464                          SUPERSEDED SURVEY CONTROL
 LB1464
 LB1464  NGVD 29 (??/??/92)  218.472  (m)          716.77   (f) ADJ UNCH    2 0
 LB1464
 LB1464.Superseded values are not recommended for survey control.
 LB1464
 LB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1464.See file dsdata.pdf to determine how the superseded data were derived.
 LB1464
 LB1464_MARKER: DB = BENCH MARK DISK
 LB1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1464_SP_SET: BRIDGE
 LB1464_STAMPING: E 125 1946
 LB1464_MARK LOGO: CGS
 LB1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1464
 LB1464  HISTORY     - Date     Condition        Report By
 LB1464  HISTORY     - 1946     MONUMENTED       CGS
 LB1464
 LB1464                          STATION DESCRIPTION
 LB1464
 LB1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1464'6.2 MI SE FROM WOLCOTT.
 LB1464'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1464'STATION AT WOLCOTT, THENCE 4.2 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1464'ABOUT 0.25 MILE SOUTH OF A 2-STORY FARM HOUSE ON THE WEST SIDE
 LB1464'OF THE ROAD, SET IN THE TO OF THE SOUTHWEST CONCRETE WINGWALL
 LB1464'OF A SINGLE-SPAN STEEL TRUSS BRIDGE, 10.5 FEET WEST OF THE CENTER
 LB1464'LINE OF THE ROAD, 2.5 FEET WEST OF THE STEEL BRIDGE RAILING,
 LB1464'AND ABOUT 2 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.  A STANDARD
 LB1464'DISK, STAMPED E 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1053 ***********************************************************************
 LB1053  DESIGNATION -  E 126
 LB1053  PID         -  LB1053
 LB1053  STATE/COUNTY-  IN/WHITE
 LB1053  COUNTRY     -  US
 LB1053  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1053
 LB1053                         *CURRENT SURVEY CONTROL
 LB1053  ______________________________________________________________________
 LB1053* NAD 83(1986) POSITION- 40 52 10.     (N) 086 48 28.     (W)   SCALED
 LB1053* NAVD 88 ORTHO HEIGHT -   203.737 (meters)      668.43  (feet) ADJUSTED
 LB1053  ______________________________________________________________________
 LB1053  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 LB1053  DYNAMIC HEIGHT  -        203.645 (meters)      668.13  (feet) COMP
 LB1053  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LB1053
 LB1053  VERT ORDER      -  SECOND    CLASS 0
 LB1053
 LB1053.The horizontal coordinates were scaled from a map and have
 LB1053.an estimated accuracy of +/- 6 seconds.
 LB1053
 LB1053.The orthometric height was determined by differential leveling and
 LB1053.adjusted by the NATIONAL GEODETIC SURVEY
 LB1053.in June 1991.
 LB1053
 LB1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1053.GEOID18 height accuracy estimate available here.
 LB1053
 LB1053.Click photographs - Photos may exist for this station.
 LB1053
 LB1053.The dynamic height is computed by dividing the NAVD 88
 LB1053.geopotential number by the normal gravity value computed on the
 LB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1053.degrees latitude (g = 980.6199 gals.).
 LB1053
 LB1053.The modeled gravity was interpolated from observed gravity values.
 LB1053
 LB1053;                    North         East    Units  Estimated Accuracy
 LB1053;SPC IN W     -   624,100.      923,230.      MT  (+/- 180 meters Scaled)
 LB1053
 LB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL161242(NAD 83)
 LB1053
 LB1053                          SUPERSEDED SURVEY CONTROL
 LB1053
 LB1053  NGVD 29 (??/??/92)  203.835  (m)          668.75   (f) ADJ UNCH    2 0
 LB1053
 LB1053.Superseded values are not recommended for survey control.
 LB1053
 LB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1053.See file dsdata.pdf to determine how the superseded data were derived.
 LB1053
 LB1053_MARKER: DB = BENCH MARK DISK
 LB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1053_STAMPING: E 126 1946
 LB1053_MARK LOGO: CGS
 LB1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1053+STABILITY: SURFACE MOTION
 LB1053
 LB1053  HISTORY     - Date     Condition        Report By
 LB1053  HISTORY     - 1946     MONUMENTED       CGS
 LB1053
 LB1053                          STATION DESCRIPTION
 LB1053
 LB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1053'3.8 MI E FROM MONON.
 LB1053'ABOUT 3.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1053'BUILDING AT MONON, ABOUT 0.35 MILE EAST OF A CROSS ROAD, 0.15
 LB1053'MILE EAST OF A WHITE FARM HOUSE, 40 FEET SOUTH OF THE CENTER
 LB1053'LINE OF THE ROAD, 77 FEET SOUTHEAST OF AN 8-INCH WALNUT TREE,
 LB1053'74 FEET SOUTHWEST OF A 6-INCH WALNUT TREE, 1 FOOT NORTH OF A
 LB1053'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1053'ABOUT 6 INCHES ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0942 ***********************************************************************
 LB0942  DESIGNATION -  E 127
 LB0942  PID         -  LB0942
 LB0942  STATE/COUNTY-  IN/WHITE
 LB0942  COUNTRY     -  US
 LB0942  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0942
 LB0942                         *CURRENT SURVEY CONTROL
 LB0942  ______________________________________________________________________
 LB0942* NAD 83(1986) POSITION- 40 51 20.     (N) 086 35 59.     (W)   SCALED
 LB0942* NAVD 88 ORTHO HEIGHT -   215.132 (meters)      705.81  (feet) ADJUSTED
 LB0942  ______________________________________________________________________
 LB0942  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 LB0942  DYNAMIC HEIGHT  -        215.035 (meters)      705.49  (feet) COMP
 LB0942  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 LB0942
 LB0942  VERT ORDER      -  SECOND    CLASS 0
 LB0942
 LB0942.The horizontal coordinates were scaled from a map and have
 LB0942.an estimated accuracy of +/- 6 seconds.
 LB0942
 LB0942.The orthometric height was determined by differential leveling and
 LB0942.adjusted by the NATIONAL GEODETIC SURVEY
 LB0942.in June 1991.
 LB0942
 LB0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0942.GEOID18 height accuracy estimate available here.
 LB0942
 LB0942.Click photographs - Photos may exist for this station.
 LB0942
 LB0942.The dynamic height is computed by dividing the NAVD 88
 LB0942.geopotential number by the normal gravity value computed on the
 LB0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0942.degrees latitude (g = 980.6199 gals.).
 LB0942
 LB0942.The modeled gravity was interpolated from observed gravity values.
 LB0942
 LB0942;                    North         East    Units  Estimated Accuracy
 LB0942;SPC IN W     -   622,630.      940,780.      MT  (+/- 180 meters Scaled)
 LB0942
 LB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337227(NAD 83)
 LB0942
 LB0942                          SUPERSEDED SURVEY CONTROL
 LB0942
 LB0942  NGVD 29 (??/??/92)  215.240  (m)          706.17   (f) ADJ UNCH    2 0
 LB0942
 LB0942.Superseded values are not recommended for survey control.
 LB0942
 LB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0942.See file dsdata.pdf to determine how the superseded data were derived.
 LB0942
 LB0942_MARKER: DB = BENCH MARK DISK
 LB0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0942_STAMPING: E 127 1946
 LB0942_MARK LOGO: CGS
 LB0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0942+STABILITY: SURFACE MOTION
 LB0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0942+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 LB0942
 LB0942  HISTORY     - Date     Condition        Report By
 LB0942  HISTORY     - 1946     MONUMENTED       CGS
 LB0942  HISTORY     - 20111027 GOOD             INDOT
 LB0942
 LB0942                          STATION DESCRIPTION
 LB0942
 LB0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0942'6.8 MI N FROM BURNETTSVILLE.
 LB0942'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0942'RAILROAD STATION AT BURNETTSVILLE, THENCE 6.65 MILES NORTH ALONG
 LB0942'A GRAVEL ROAD, 0.9 MILE SOUTH OF THE INTERSECTION WITH STATE
 LB0942'HIGHWAY 16, 0.1 MILE NORTH OF THE JUNCTION WITH A GRAVEL ROAD
 LB0942'LEADING EAST, 42 FEET WEST AND ACROSS THE ROAD FROM A TRIANGULAR
 LB0942'BLAZED TREE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 LB0942'NORTH OF THE CENTER LINE OF A SMALL DITCH, 3 FEET NORTHWEST OF A T
 LB0942'FENCE CORNER, 1 1/2 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 2
 LB0942'FEET NORTH OF THE EAST-WEST FENCE LINE, ABOUT LEVEL WITH THE
 LB0942'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB0942'THIS MARK MAY BE REACHED FROM ROYAL CENTER HIGH SCHOOL BUILDING
 LB0942'BY GOING WEST ALONG STATE HIGHWAY 16 FOR ABOUT 5.2 MILES, THENCE
 LB0942'0.9 MILE SOUTH ALONG A GRAVEL ROAD.
 LB0942
 LB0942                          STATION RECOVERY (2011)
 LB0942
 LB0942'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 LB0942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1135 ***********************************************************************
 LB1135  DESIGNATION -  E 128
 LB1135  PID         -  LB1135
 LB1135  STATE/COUNTY-  IN/PULASKI
 LB1135  COUNTRY     -  US
 LB1135  USGS QUAD   -  BUFFALO (2019)
 LB1135
 LB1135                         *CURRENT SURVEY CONTROL
 LB1135  ______________________________________________________________________
 LB1135* NAD 83(1986) POSITION- 40 57 17.     (N) 086 43 06.     (W)   SCALED
 LB1135* NAVD 88 ORTHO HEIGHT -   210.080 (meters)      689.24  (feet) ADJUSTED
 LB1135  ______________________________________________________________________
 LB1135  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 LB1135  DYNAMIC HEIGHT  -        209.988 (meters)      688.94  (feet) COMP
 LB1135  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 LB1135
 LB1135  VERT ORDER      -  SECOND    CLASS 0
 LB1135
 LB1135.The horizontal coordinates were scaled from a map and have
 LB1135.an estimated accuracy of +/- 6 seconds.
 LB1135
 LB1135.The orthometric height was determined by differential leveling and
 LB1135.adjusted by the NATIONAL GEODETIC SURVEY
 LB1135.in June 1991.
 LB1135
 LB1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1135.GEOID18 height accuracy estimate available here.
 LB1135
 LB1135.Click photographs - Photos may exist for this station.
 LB1135
 LB1135.The dynamic height is computed by dividing the NAVD 88
 LB1135.geopotential number by the normal gravity value computed on the
 LB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1135.degrees latitude (g = 980.6199 gals.).
 LB1135
 LB1135.The modeled gravity was interpolated from observed gravity values.
 LB1135
 LB1135;                    North         East    Units  Estimated Accuracy
 LB1135;SPC IN W     -   633,590.      930,730.      MT  (+/- 180 meters Scaled)
 LB1135
 LB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237337(NAD 83)
 LB1135
 LB1135                          SUPERSEDED SURVEY CONTROL
 LB1135
 LB1135  NGVD 29 (??/??/92)  210.200  (m)          689.63   (f) ADJ UNCH    2 0
 LB1135
 LB1135.Superseded values are not recommended for survey control.
 LB1135
 LB1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1135.See file dsdata.pdf to determine how the superseded data were derived.
 LB1135
 LB1135_MARKER: DB = BENCH MARK DISK
 LB1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1135_STAMPING: E 128 1946
 LB1135_MARK LOGO: CGS
 LB1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1135+STABILITY: SURFACE MOTION
 LB1135
 LB1135  HISTORY     - Date     Condition        Report By
 LB1135  HISTORY     - 1946     MONUMENTED       CGS
 LB1135
 LB1135                          STATION DESCRIPTION
 LB1135
 LB1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1135'2 MI N FROM UNION SCHOOL.
 LB1135'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM UNION SCHOOL, 0.5
 LB1135'MILE SOUTH OF A CHURCH AND CEMETERY AT A CROSS ROAD, ABOUT 205
 LB1135'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, AT THE
 LB1135'SOUTH SIDE OF AN OLD BUILDING SITE, 78 FEET SOUTHWEST OF THE
 LB1135'FIRST TELEPHONE POLE SOUTH OF THE ROAD JUNCTION, 47 FEET WEST OF
 LB1135'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET WEST OF A FENCE
 LB1135'CORNER, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, ABOUT 2 FEET
 LB1135'ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1135'ABOUT 6 INCHES.  THIS MARK MAY BE REACHED FROM THE SCHOOL
 LB1135'BUILDING AT PULASKI BY GOING 3.0 MILES WEST ALONG A PAVED ROAD,
 LB1135'THENCE 1.5 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO UNION
 LB1135'SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1046 ***********************************************************************
 LB1046  DESIGNATION -  E 129
 LB1046  PID         -  LB1046
 LB1046  STATE/COUNTY-  IN/PULASKI
 LB1046  COUNTRY     -  US
 LB1046  USGS QUAD   -  STAR CITY (2019)
 LB1046
 LB1046                         *CURRENT SURVEY CONTROL
 LB1046  ______________________________________________________________________
 LB1046* NAD 83(1986) POSITION- 40 56 49.     (N) 086 32 37.     (W)   SCALED
 LB1046* NAVD 88 ORTHO HEIGHT -   218.756 (meters)      717.70  (feet) ADJUSTED
 LB1046  ______________________________________________________________________
 LB1046  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 LB1046  DYNAMIC HEIGHT  -        218.660 (meters)      717.39  (feet) COMP
 LB1046  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 LB1046
 LB1046  VERT ORDER      -  SECOND    CLASS 0
 LB1046
 LB1046.The horizontal coordinates were scaled from a map and have
 LB1046.an estimated accuracy of +/- 6 seconds.
 LB1046
 LB1046.The orthometric height was determined by differential leveling and
 LB1046.adjusted by the NATIONAL GEODETIC SURVEY
 LB1046.in June 1991.
 LB1046
 LB1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1046.GEOID18 height accuracy estimate available here.
 LB1046
 LB1046.Click photographs - Photos may exist for this station.
 LB1046
 LB1046.The dynamic height is computed by dividing the NAVD 88
 LB1046.geopotential number by the normal gravity value computed on the
 LB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1046.degrees latitude (g = 980.6199 gals.).
 LB1046
 LB1046.The modeled gravity was interpolated from observed gravity values.
 LB1046
 LB1046;                    North         East    Units  Estimated Accuracy
 LB1046;SPC IN W     -   632,810.      945,450.      MT  (+/- 180 meters Scaled)
 LB1046
 LB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL384329(NAD 83)
 LB1046
 LB1046                          SUPERSEDED SURVEY CONTROL
 LB1046
 LB1046  NGVD 29 (??/??/92)  218.868  (m)          718.07   (f) ADJ UNCH    2 0
 LB1046
 LB1046.Superseded values are not recommended for survey control.
 LB1046
 LB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1046.See file dsdata.pdf to determine how the superseded data were derived.
 LB1046
 LB1046_MARKER: DB = BENCH MARK DISK
 LB1046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1046_SP_SET: BOX CULVERT HEADWALL
 LB1046_STAMPING: E 129 1946
 LB1046_MARK LOGO: CGS
 LB1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1046+STABILITY: SURFACE MOTION
 LB1046
 LB1046  HISTORY     - Date     Condition        Report By
 LB1046  HISTORY     - 1946     MONUMENTED       CGS
 LB1046
 LB1046                          STATION DESCRIPTION
 LB1046
 LB1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1046'1.8 MI NW FROM THORNHOPE.
 LB1046'ABOUT 1.75 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CROSS
 LB1046'ROAD AT THORNHOPE, 0.4 MILE NORTH OF THE INTERSECTION WITH AN
 LB1046'EAST-WEST ROAD, SET IN THE TOP OF THE NORTHEAST HEADWALL OF A
 LB1046'4-FOOT CONCRETE BOX CULVERT, 20 FEET NORTHEAST OF THE CENTER LINE
 LB1046'OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 LB1046'HEADWALL, ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.  NOTE-- THIS MARK
 LB1046'IS ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE
 LB1046'SCHOOL AT STAR CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0380 ***********************************************************************
 KA0380  DESIGNATION -  E 13
 KA0380  PID         -  KA0380
 KA0380  STATE/COUNTY-  IN/OWEN
 KA0380  COUNTRY     -  US
 KA0380  USGS QUAD   -  SPENCER (2019)
 KA0380
 KA0380                         *CURRENT SURVEY CONTROL
 KA0380  ______________________________________________________________________
 KA0380* NAD 83(1986) POSITION- 39 17 09.87   (N) 086 45 20.26   (W)   HD_HELD1
 KA0380* NAVD 88 ORTHO HEIGHT -   171.263 (meters)      561.89  (feet) ADJUSTED
 KA0380  ______________________________________________________________________
 KA0380  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 KA0380  DYNAMIC HEIGHT  -        171.161 (meters)      561.55  (feet) COMP
 KA0380  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 KA0380
 KA0380  VERT ORDER      -  FIRST     CLASS II
 KA0380
 KA0380.The horizontal coordinates were determined by differentially corrected
 KA0380.hand held GPS observations or other comparable positioning techniques
 KA0380.and have an estimated accuracy of +/- 3 meters.
 KA0380
 KA0380.The orthometric height was determined by differential leveling and
 KA0380.adjusted by the NATIONAL GEODETIC SURVEY
 KA0380.in June 1991.
 KA0380
 KA0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0380.GEOID18 height accuracy estimate available here.
 KA0380
 KA0380.Click photographs - Photos may exist for this station.
 KA0380
 KA0380.The dynamic height is computed by dividing the NAVD 88
 KA0380.geopotential number by the normal gravity value computed on the
 KA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0380.degrees latitude (g = 980.6199 gals.).
 KA0380
 KA0380.The modeled gravity was interpolated from observed gravity values.
 KA0380
 KA0380;                    North         East    Units  Estimated Accuracy
 KA0380;SPC IN W     -   448,306.0     928,272.4     MT  (+/- 3 meters HH1 GPS) 
 KA0380
 KA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2107548551(NAD 83)
 KA0380
 KA0380                          SUPERSEDED SURVEY CONTROL
 KA0380
 KA0380  NGVD 29 (??/??/92)  171.390  (m)          562.30   (f) ADJ UNCH    1 2
 KA0380
 KA0380.Superseded values are not recommended for survey control.
 KA0380
 KA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0380.See file dsdata.pdf to determine how the superseded data were derived.
 KA0380
 KA0380_MARKER: DB = BENCH MARK DISK
 KA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0380_STAMPING: 562.302 E 13 1930
 KA0380_MARK LOGO: CGS
 KA0380_PROJECTION: FLUSH
 KA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0380+STABILITY: SURFACE MOTION
 KA0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0380+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 KA0380
 KA0380  HISTORY     - Date     Condition        Report By
 KA0380  HISTORY     - 1930     MONUMENTED       CGS
 KA0380  HISTORY     - 1946     GOOD             CGS
 KA0380  HISTORY     - 20080625 GOOD             INDNR
 KA0380  HISTORY     - 20100512 GOOD             AEROME
 KA0380  HISTORY     - 20130716 GOOD             INDOT
 KA0380
 KA0380                          STATION DESCRIPTION
 KA0380
 KA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0380'AT SPENCER.
 KA0380'AT SPENCER, OWEN COUNTY, 0.3 MILE EAST ALONG THE PENNSYLVANIA
 KA0380'RAILROAD FROM THE COURTHOUSE, 215 FEET EAST OF THE CROSSING
 KA0380'OF A ROAD LEADING TO THE MELNICK HOTHOUSES, 27 FEET NORTHEAST
 KA0380'OF POLE 2462, 9 FEET WEST OF MILEAGE POLE 53/10, 8.8 FEET
 KA0380'SOUTH OF THE SOUTH RAIL, 5 FEET NORTH OF A WOVEN-WIRE FENCE, AND
 KA0380'2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0380'STAMPED 562.302 E 13 1930 AND SET IN THE TOP OF A CONCRETE POST
 KA0380'PROJECTING 4 INCHES ABOVE GROUND.
 KA0380
 KA0380                          STATION RECOVERY (2008)
 KA0380
 KA0380'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RWW)
 KA0380'RECOVERED IN GOOD CONDITION.
 KA0380
 KA0380                          STATION RECOVERY (2010)
 KA0380
 KA0380'RECOVERY NOTE BY AERO METRIC INC 2010
 KA0380'RECOVERED IN GOOD CONDITION.
 KA0380
 KA0380                          STATION RECOVERY (2013)
 KA0380
 KA0380'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 KA0380'RECOVERED AS DESCRIBED WITH ADDITION BELOW.
 KA0380'
 KA0380'STATION IS 9 FT (2.7 M) SOUTH OF THE RAIL, 23.4 FT (7.1 M) EAST OF
 KA0380'POWER POLE 761-484, 27 YDS. (24.7 M) WEST OF CENTRAL STREET, AND 11
 KA0380'YDS. (10.1 M) OF FRANKLIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0712 ***********************************************************************
 ME0712  DESIGNATION -  E 130
 ME0712  PID         -  ME0712
 ME0712  STATE/COUNTY-  IN/PULASKI
 ME0712  COUNTRY     -  US
 ME0712  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0712
 ME0712                         *CURRENT SURVEY CONTROL
 ME0712  ______________________________________________________________________
 ME0712* NAD 83(1986) POSITION- 41 05 06.     (N) 086 48 03.     (W)   SCALED
 ME0712* NAVD 88 ORTHO HEIGHT -   211.989 (meters)      695.50  (feet) ADJUSTED
 ME0712  ______________________________________________________________________
 ME0712  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 ME0712  DYNAMIC HEIGHT  -        211.897 (meters)      695.20  (feet) COMP
 ME0712  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 ME0712
 ME0712  VERT ORDER      -  SECOND    CLASS 0
 ME0712
 ME0712.The horizontal coordinates were scaled from a map and have
 ME0712.an estimated accuracy of +/- 6 seconds.
 ME0712
 ME0712.The orthometric height was determined by differential leveling and
 ME0712.adjusted by the NATIONAL GEODETIC SURVEY
 ME0712.in June 1991.
 ME0712
 ME0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0712.GEOID18 height accuracy estimate available here.
 ME0712
 ME0712.Click photographs - Photos may exist for this station.
 ME0712
 ME0712.The dynamic height is computed by dividing the NAVD 88
 ME0712.geopotential number by the normal gravity value computed on the
 ME0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0712.degrees latitude (g = 980.6199 gals.).
 ME0712
 ME0712.The modeled gravity was interpolated from observed gravity values.
 ME0712
 ME0712;                    North         East    Units  Estimated Accuracy
 ME0712;SPC IN W     -   648,040.      923,740.      MT  (+/- 180 meters Scaled)
 ME0712
 ME0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL167482(NAD 83)
 ME0712
 ME0712                          SUPERSEDED SURVEY CONTROL
 ME0712
 ME0712  NGVD 29 (??/??/92)  212.097  (m)          695.85   (f) ADJ UNCH    2 0
 ME0712
 ME0712.Superseded values are not recommended for survey control.
 ME0712
 ME0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0712.See file dsdata.pdf to determine how the superseded data were derived.
 ME0712
 ME0712_MARKER: DB = BENCH MARK DISK
 ME0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0712_STAMPING: E 130 1946
 ME0712_MARK LOGO: CGS
 ME0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0712+STABILITY: SURFACE MOTION
 ME0712
 ME0712  HISTORY     - Date     Condition        Report By
 ME0712  HISTORY     - 1946     MONUMENTED       CGS
 ME0712  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0712  HISTORY     - 1989     GOOD             USPSQD
 ME0712
 ME0712                          STATION DESCRIPTION
 ME0712
 ME0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0712'4.7 MI E FROM MEDARYVILLE.
 ME0712'ABOUT 4.7 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 ME0712'AT MEDARYVILLE, 0.25 MILE WEST OF AN OFFSET NORTH-SOUTH SECTION
 ME0712'LINE ROAD INTERSECTION, 0.25 MILE EAST OF THE JUNCTION WITH A
 ME0712'DIRT ROAD LEADING NORTH, AT A T FENCE CORNER ON THE SOUTH SIDE
 ME0712'OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3
 ME0712'FEET SOUTHEAST OF THE FENCE CORNER, 1 FOOT SOUTH OF THE SOUTH
 ME0712'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 ME0712'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0712
 ME0712                          STATION RECOVERY (1969)
 ME0712
 ME0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0712'MARK NOT FOUND.
 ME0712
 ME0712                          STATION RECOVERY (1989)
 ME0712
 ME0712'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0754 ***********************************************************************
 ME0754  DESIGNATION -  E 131
 ME0754  PID         -  ME0754
 ME0754  STATE/COUNTY-  IN/PULASKI
 ME0754  COUNTRY     -  US
 ME0754  USGS QUAD   -  WINAMAC (2019)
 ME0754
 ME0754                         *CURRENT SURVEY CONTROL
 ME0754  ______________________________________________________________________
 ME0754* NAD 83(1986) POSITION- 41 01 08.     (N) 086 30 04.     (W)   SCALED
 ME0754* NAVD 88 ORTHO HEIGHT -   221.995 (meters)      728.33  (feet) ADJUSTED
 ME0754  ______________________________________________________________________
 ME0754  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 ME0754  DYNAMIC HEIGHT  -        221.898 (meters)      728.01  (feet) COMP
 ME0754  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 ME0754
 ME0754  VERT ORDER      -  SECOND    CLASS 0
 ME0754
 ME0754.The horizontal coordinates were scaled from a map and have
 ME0754.an estimated accuracy of +/- 6 seconds.
 ME0754
 ME0754.The orthometric height was determined by differential leveling and
 ME0754.adjusted by the NATIONAL GEODETIC SURVEY
 ME0754.in June 1991.
 ME0754
 ME0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0754.GEOID18 height accuracy estimate available here.
 ME0754
 ME0754.Click photographs - Photos may exist for this station.
 ME0754
 ME0754.The dynamic height is computed by dividing the NAVD 88
 ME0754.geopotential number by the normal gravity value computed on the
 ME0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0754.degrees latitude (g = 980.6199 gals.).
 ME0754
 ME0754.The modeled gravity was interpolated from observed gravity values.
 ME0754
 ME0754;                    North         East    Units  Estimated Accuracy
 ME0754;SPC IN W     -   640,820.      948,970.      MT  (+/- 180 meters Scaled)
 ME0754
 ME0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL419409(NAD 83)
 ME0754
 ME0754                          SUPERSEDED SURVEY CONTROL
 ME0754
 ME0754  NGVD 29 (??/??/92)  222.114  (m)          728.72   (f) ADJ UNCH    2 0
 ME0754
 ME0754.Superseded values are not recommended for survey control.
 ME0754
 ME0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0754.See file dsdata.pdf to determine how the superseded data were derived.
 ME0754
 ME0754_MARKER: DB = BENCH MARK DISK
 ME0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0754_SP_SET: CULVERT HEADWALL
 ME0754_STAMPING: E 131 1946
 ME0754_MARK LOGO: CGS
 ME0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0754+STABILITY: SURFACE MOTION
 ME0754
 ME0754  HISTORY     - Date     Condition        Report By
 ME0754  HISTORY     - 1946     MONUMENTED       CGS
 ME0754
 ME0754                          STATION DESCRIPTION
 ME0754
 ME0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0754'5 MI W FROM KEWANNA.
 ME0754'ABOUT 5.05 MILE WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0754'RAILROAD STATION AT KEWANNA, AT THE JUNCTION WITH A GRAVEL ROAD
 ME0754'LEADING NORTH, SET IN THE TOP OF THE SOUTH END OF THE EAST
 ME0754'CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT UNDER THE GRAVEL
 ME0754'ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 18
 ME0754'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTH
 ME0754'OF THE SOUTH END OF THE HEADWALL, ABOUT 1 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0664 ***********************************************************************
 ME0664  DESIGNATION -  E 132
 ME0664  PID         -  ME0664
 ME0664  STATE/COUNTY-  IN/PULASKI
 ME0664  COUNTRY     -  US
 ME0664  USGS QUAD   -  DENHAM (2019)
 ME0664
 ME0664                         *CURRENT SURVEY CONTROL
 ME0664  ______________________________________________________________________
 ME0664* NAD 83(1986) POSITION- 41 10 05.     (N) 086 42 45.     (W)   SCALED
 ME0664* NAVD 88 ORTHO HEIGHT -   213.402 (meters)      700.14  (feet) ADJUSTED
 ME0664  ______________________________________________________________________
 ME0664  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 ME0664  DYNAMIC HEIGHT  -        213.311 (meters)      699.84  (feet) COMP
 ME0664  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 ME0664
 ME0664  VERT ORDER      -  SECOND    CLASS 0
 ME0664
 ME0664.The horizontal coordinates were scaled from a map and have
 ME0664.an estimated accuracy of +/- 6 seconds.
 ME0664
 ME0664.The orthometric height was determined by differential leveling and
 ME0664.adjusted by the NATIONAL GEODETIC SURVEY
 ME0664.in June 1991.
 ME0664
 ME0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0664.GEOID18 height accuracy estimate available here.
 ME0664
 ME0664.Click photographs - Photos may exist for this station.
 ME0664
 ME0664.The dynamic height is computed by dividing the NAVD 88
 ME0664.geopotential number by the normal gravity value computed on the
 ME0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0664.degrees latitude (g = 980.6199 gals.).
 ME0664
 ME0664.The modeled gravity was interpolated from observed gravity values.
 ME0664
 ME0664;                    North         East    Units  Estimated Accuracy
 ME0664;SPC IN W     -   657,290.      931,120.      MT  (+/- 180 meters Scaled)
 ME0664
 ME0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL241574(NAD 83)
 ME0664
 ME0664                          SUPERSEDED SURVEY CONTROL
 ME0664
 ME0664  NGVD 29 (??/??/92)  213.51   (m)          700.5    (f) COMPUTED    2 0
 ME0664
 ME0664.Superseded values are not recommended for survey control.
 ME0664
 ME0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0664.See file dsdata.pdf to determine how the superseded data were derived.
 ME0664
 ME0664_MARKER: DB = BENCH MARK DISK
 ME0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0664_SP_SET: BRIDGE
 ME0664_STAMPING: E 132 1946
 ME0664_MARK LOGO: CGS
 ME0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0664
 ME0664  HISTORY     - Date     Condition        Report By
 ME0664  HISTORY     - 1946     MONUMENTED       CGS
 ME0664  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0664
 ME0664                          STATION DESCRIPTION
 ME0664
 ME0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0664'1 MI N FROM DENHAM.
 ME0664'ABOUT 1.05 MILE NORTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0664'AT DENHAM, ABOUT 0.5 MILE SOUTH OF THE PULASKI-STARKE COUNTY
 ME0664'LINE, 0.25 MILE NORTH OF THE JUNCTION WITH A ROAD LEADING WEST,
 ME0664'SET IN THE TOP OF THE NORTH CONCRETE WINGWALL AT THE NORTHEAST
 ME0664'END OF A 38-FOOT BRIDGE OVER A DRAINAGE DITCH, 10 FEET NORTHWEST
 ME0664'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE NORTHEAST
 ME0664'END OF THE WINGWALL, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 ME0664'NOTE-- A LARGE CULVERT REPLACED THE BRIDGE.  THE MARK IS ASSUMED TO
 ME0664'HAVE BEEN DESTROYED WHEN THE BRIDGE WAS TORN DOWN.
 ME0664
 ME0664                          STATION RECOVERY (1969)
 ME0664
 ME0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0401 ***********************************************************************
 ME0401  DESIGNATION -  E 133
 ME0401  PID         -  ME0401
 ME0401  STATE/COUNTY-  IN/MARSHALL
 ME0401  COUNTRY     -  US
 ME0401  USGS QUAD   -  CULVER (2019)
 ME0401
 ME0401                         *CURRENT SURVEY CONTROL
 ME0401  ______________________________________________________________________
 ME0401* NAD 83(1986) POSITION- 41 13 36.     (N) 086 24 13.     (W)   SCALED
 ME0401* NAVD 88 ORTHO HEIGHT -   232.524 (meters)      762.87  (feet) ADJUSTED
 ME0401  ______________________________________________________________________
 ME0401  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 ME0401  DYNAMIC HEIGHT  -        232.427 (meters)      762.55  (feet) COMP
 ME0401  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 ME0401
 ME0401  VERT ORDER      -  SECOND    CLASS 0
 ME0401
 ME0401.The horizontal coordinates were scaled from a map and have
 ME0401.an estimated accuracy of +/- 6 seconds.
 ME0401
 ME0401.The orthometric height was determined by differential leveling and
 ME0401.adjusted by the NATIONAL GEODETIC SURVEY
 ME0401.in June 1991.
 ME0401
 ME0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0401.GEOID18 height accuracy estimate available here.
 ME0401
 ME0401.Click photographs - Photos may exist for this station.
 ME0401
 ME0401.The dynamic height is computed by dividing the NAVD 88
 ME0401.geopotential number by the normal gravity value computed on the
 ME0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0401.degrees latitude (g = 980.6199 gals.).
 ME0401
 ME0401.The modeled gravity was interpolated from observed gravity values.
 ME0401
 ME0401;                    North         East    Units  Estimated Accuracy
 ME0401;SPC IN E     -   663,990.       38,210.      MT  (+/- 180 meters Scaled)
 ME0401
 ME0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL499640(NAD 83)
 ME0401
 ME0401                          SUPERSEDED SURVEY CONTROL
 ME0401
 ME0401  NGVD 29 (??/??/92)  232.637  (m)          763.24   (f) ADJ UNCH    2 0
 ME0401
 ME0401.Superseded values are not recommended for survey control.
 ME0401
 ME0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0401.See file dsdata.pdf to determine how the superseded data were derived.
 ME0401
 ME0401_MARKER: DB = BENCH MARK DISK
 ME0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0401_SP_SET: CULVERT HEADWALL
 ME0401_STAMPING: E 133 1946
 ME0401_MARK LOGO: CGS
 ME0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0401+STABILITY: SURFACE MOTION
 ME0401
 ME0401  HISTORY     - Date     Condition        Report By
 ME0401  HISTORY     - 1946     MONUMENTED       CGS
 ME0401  HISTORY     - 1984     GOOD             USPSQD
 ME0401  HISTORY     - 1988     GOOD             USPSQD
 ME0401  HISTORY     - 20070104 MARK NOT FOUND   SCOENG
 ME0401
 ME0401                          STATION DESCRIPTION
 ME0401
 ME0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0401'1.2 MI NE FROM CULVER.
 ME0401'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0401'RAILROAD STATION AT CULVER, THENCE 0.6 MILE EAST ALONG STATE
 ME0401'HIGHWAY 10, ABOUT 100 YARDS EAST OF THE CROSSING OF THE PENNSYLVANIA
 ME0401'RAILROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 ME0401'HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT, 18 FEET SOUTH OF
 ME0401'THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE WEST END OF
 ME0401'THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 ME0401
 ME0401                          STATION RECOVERY (1984)
 ME0401
 ME0401'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0401'ADDITIONAL INFORMATION: ABOUT 175 YARDS EAST OF INTERSECTIONS OF THE
 ME0401'CENTERLINE OF SOUTH SYCMORE ROAD AND STATE HIGHWAY 10. RAILROAD AND
 ME0401'STATION HAVE BEEN ABANDONED.
 ME0401
 ME0401                          STATION RECOVERY (1988)
 ME0401
 ME0401'RECOVERY NOTE BY US POWER SQUADRON 1988 (WPC)
 ME0401'RECOVERED IN GOOD CONDITION.
 ME0401
 ME0401                          STATION RECOVERY (2007)
 ME0401
 ME0401'RECOVERY NOTE BY SCO ENGINEERING 2007 (TPD)
 ME0401'THE MARK WAS NOT FOUND AND IS BELIEVED TO BE DESTROYED DUE TO THE
 ME0401'DETERIORATION OF THE CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0471 ***********************************************************************
 ME0471  DESIGNATION -  E 134
 ME0471  PID         -  ME0471
 ME0471  STATE/COUNTY-  IN/FULTON
 ME0471  COUNTRY     -  US
 ME0471  USGS QUAD   -  KEWANNA (2019)
 ME0471
 ME0471                         *CURRENT SURVEY CONTROL
 ME0471  ______________________________________________________________________
 ME0471* NAD 83(1986) POSITION- 41 06 47.     (N) 086 28 01.     (W)   SCALED
 ME0471* NAVD 88 ORTHO HEIGHT -   231.210 (meters)      758.56  (feet) ADJUSTED
 ME0471  ______________________________________________________________________
 ME0471  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 ME0471  DYNAMIC HEIGHT  -        231.115 (meters)      758.25  (feet) COMP
 ME0471  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 ME0471
 ME0471  VERT ORDER      -  SECOND    CLASS 0
 ME0471
 ME0471.The horizontal coordinates were scaled from a map and have
 ME0471.an estimated accuracy of +/- 6 seconds.
 ME0471
 ME0471.The orthometric height was determined by differential leveling and
 ME0471.adjusted by the NATIONAL GEODETIC SURVEY
 ME0471.in June 1991.
 ME0471
 ME0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0471.GEOID18 height accuracy estimate available here.
 ME0471
 ME0471.Click photographs - Photos may exist for this station.
 ME0471
 ME0471.The dynamic height is computed by dividing the NAVD 88
 ME0471.geopotential number by the normal gravity value computed on the
 ME0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0471.degrees latitude (g = 980.6199 gals.).
 ME0471
 ME0471.The modeled gravity was interpolated from observed gravity values.
 ME0471
 ME0471;                    North         East    Units  Estimated Accuracy
 ME0471;SPC IN E     -   651,420.       32,790.      MT  (+/- 180 meters Scaled)
 ME0471
 ME0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447514(NAD 83)
 ME0471
 ME0471                          SUPERSEDED SURVEY CONTROL
 ME0471
 ME0471  NGVD 29 (??/??/92)  231.330  (m)          758.96   (f) ADJ UNCH    2 0
 ME0471
 ME0471.Superseded values are not recommended for survey control.
 ME0471
 ME0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0471.See file dsdata.pdf to determine how the superseded data were derived.
 ME0471
 ME0471_MARKER: DB = BENCH MARK DISK
 ME0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0471_STAMPING: E 134 1946
 ME0471_MARK LOGO: CGS
 ME0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0471+STABILITY: SURFACE MOTION
 ME0471
 ME0471  HISTORY     - Date     Condition        Report By
 ME0471  HISTORY     - 1946     MONUMENTED       CGS
 ME0471  HISTORY     - 1990     GOOD             USPSQD
 ME0471
 ME0471                          STATION DESCRIPTION
 ME0471
 ME0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0471'4.4 MI SW FROM DELONG.
 ME0471'ABOUT 1.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0471'STATION AT DELONG, THENCE 2.75 MILES WEST ALONG A GRAVEL ROAD,
 ME0471'AT THE PULASKI-FULTON COUNTY LINE AND THE JUNCTION WITH A GRAVEL
 ME0471'ROAD LEADING NORTH, 71 FEET EAST OF THE CENTER LINE OF THE ROAD
 ME0471'LEADING NORTH, 27 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ME0471'ROAD, 52 FEET SOUTHWEST OF THE MOST SOUTHEASTERLY TREE IN A
 ME0471'GROVE OF LARGE OAK TREES, 31 FEET SOUTHEAST OF A TWIN-TRUNKED ELM
 ME0471'TREE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 ME0471'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0471
 ME0471                          STATION RECOVERY (1990)
 ME0471
 ME0471'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1106 ***********************************************************************
 MD1106  DESIGNATION -  E 135
 MD1106  PID         -  MD1106
 MD1106  STATE/COUNTY-  IN/KOSCIUSKO
 MD1106  COUNTRY     -  US
 MD1106  USGS QUAD   -  PIERCETON (2019)
 MD1106
 MD1106                         *CURRENT SURVEY CONTROL
 MD1106  ______________________________________________________________________
 MD1106* NAD 83(1986) POSITION- 41 09 01.     (N) 085 44 19.     (W)   SCALED
 MD1106* NAVD 88 ORTHO HEIGHT -   281.088 (meters)      922.20  (feet) ADJUSTED
 MD1106  ______________________________________________________________________
 MD1106  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 MD1106  DYNAMIC HEIGHT  -        280.967 (meters)      921.81  (feet) COMP
 MD1106  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 MD1106
 MD1106  VERT ORDER      -  SECOND    CLASS 0
 MD1106
 MD1106.The horizontal coordinates were scaled from a map and have
 MD1106.an estimated accuracy of +/- 6 seconds.
 MD1106
 MD1106.The orthometric height was determined by differential leveling and
 MD1106.adjusted by the NATIONAL GEODETIC SURVEY
 MD1106.in June 1991.
 MD1106
 MD1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1106.GEOID18 height accuracy estimate available here.
 MD1106
 MD1106.Click photographs - Photos may exist for this station.
 MD1106
 MD1106.The dynamic height is computed by dividing the NAVD 88
 MD1106.geopotential number by the normal gravity value computed on the
 MD1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1106.degrees latitude (g = 980.6199 gals.).
 MD1106
 MD1106.The modeled gravity was interpolated from observed gravity values.
 MD1106
 MD1106;                    North         East    Units  Estimated Accuracy
 MD1106;SPC IN E     -   655,250.       93,960.      MT  (+/- 180 meters Scaled)
 MD1106
 MD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058562(NAD 83)
 MD1106
 MD1106                          SUPERSEDED SURVEY CONTROL
 MD1106
 MD1106  NGVD 29 (??/??/92)  281.213  (m)          922.61   (f) ADJ UNCH    2 0
 MD1106
 MD1106.Superseded values are not recommended for survey control.
 MD1106
 MD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1106.See file dsdata.pdf to determine how the superseded data were derived.
 MD1106
 MD1106_MARKER: DB = BENCH MARK DISK
 MD1106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1106_SP_SET: CULVERT HEADWALL
 MD1106_STAMPING: E 135 1946
 MD1106_MARK LOGO: CGS
 MD1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1106+STABILITY: SURFACE MOTION
 MD1106
 MD1106  HISTORY     - Date     Condition        Report By
 MD1106  HISTORY     - 1946     MONUMENTED       CGS
 MD1106  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1106
 MD1106                          STATION DESCRIPTION
 MD1106
 MD1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1106'3.6 MI N FROM SIDNEY.
 MD1106'3.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1106'AT SIDNEY, AT THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, SET
 MD1106'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 24-INCH
 MD1106'CLAY TILE CULVERT UNDER THE HIGHWAY, 18 FEET WEST OF THE CENTER
 MD1106'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL,
 MD1106'1 FOOT BELOW HIGHWAY LEVEL.
 MD1106
 MD1106                          STATION RECOVERY (1990)
 MD1106
 MD1106'RECOVERY NOTE BY US POWER SQUADRON 1990 (NJC)
 MD1106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1205 ***********************************************************************
 LB1205  DESIGNATION -  E 136
 LB1205  PID         -  LB1205
 LB1205  STATE/COUNTY-  IN/WHITE
 LB1205  COUNTRY     -  US
 LB1205  USGS QUAD   -  ROUND GROVE (2019)
 LB1205
 LB1205                         *CURRENT SURVEY CONTROL
 LB1205  ______________________________________________________________________
 LB1205* NAD 83(1986) POSITION- 40 33 57.     (N) 087 01 49.     (W)   SCALED
 LB1205* NAVD 88 ORTHO HEIGHT -   226.072 (meters)      741.70  (feet) ADJUSTED
 LB1205  ______________________________________________________________________
 LB1205  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 LB1205  DYNAMIC HEIGHT  -        225.961 (meters)      741.34  (feet) COMP
 LB1205  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 LB1205
 LB1205  VERT ORDER      -  SECOND    CLASS 0
 LB1205
 LB1205.The horizontal coordinates were scaled from a map and have
 LB1205.an estimated accuracy of +/- 6 seconds.
 LB1205
 LB1205.The orthometric height was determined by differential leveling and
 LB1205.adjusted by the NATIONAL GEODETIC SURVEY
 LB1205.in June 1991.
 LB1205
 LB1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1205.GEOID18 height accuracy estimate available here.
 LB1205
 LB1205.Click photographs - Photos may exist for this station.
 LB1205
 LB1205.The dynamic height is computed by dividing the NAVD 88
 LB1205.geopotential number by the normal gravity value computed on the
 LB1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1205.degrees latitude (g = 980.6199 gals.).
 LB1205
 LB1205.The modeled gravity was interpolated from observed gravity values.
 LB1205
 LB1205;                    North         East    Units  Estimated Accuracy
 LB1205;SPC IN W     -   590,350.      904,490.      MT  (+/- 180 meters Scaled)
 LB1205
 LB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974905(NAD 83)
 LB1205
 LB1205                          SUPERSEDED SURVEY CONTROL
 LB1205
 LB1205  NGVD 29 (??/??/92)  226.150  (m)          741.96   (f) ADJ UNCH    2 0
 LB1205
 LB1205.Superseded values are not recommended for survey control.
 LB1205
 LB1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1205.See file dsdata.pdf to determine how the superseded data were derived.
 LB1205
 LB1205_MARKER: DB = BENCH MARK DISK
 LB1205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1205_SP_SET: BOX CULVERT HEADWALL
 LB1205_STAMPING: E 136 1946
 LB1205_MARK LOGO: CGS
 LB1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1205+STABILITY: SURFACE MOTION
 LB1205
 LB1205  HISTORY     - Date     Condition        Report By
 LB1205  HISTORY     - 1946     MONUMENTED       CGS
 LB1205
 LB1205                          STATION DESCRIPTION
 LB1205
 LB1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1205'6.4 MI N FROM MONTMORENCI.
 LB1205'ABOUT 6.45 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1205'CHICAGO AND SAINT LOUIS RAILROAD STATION AT MONTMORENCI, ABOUT
 LB1205'0.2 MILE NORTH OF THE TIPPECANOE-WHITE COUNTY LINE, ABOUT 80
 LB1205'YARDS SOUTH OF A 2-STORY UNPAINTED FARM HOUSE ON THE WEST SIDE
 LB1205'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 LB1205'CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 19 FEET
 LB1205'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTH OF THE
 LB1205'SOUTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.  A
 LB1205'STANDARD DISK, STAMPED E 136 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1232 ***********************************************************************
 ME1232  DESIGNATION -  E 138
 ME1232  PID         -  ME1232
 ME1232  STATE/COUNTY-  IN/LAKE
 ME1232  COUNTRY     -  US
 ME1232  USGS QUAD   -  CROWN POINT (2019)
 ME1232
 ME1232                         *CURRENT SURVEY CONTROL
 ME1232  ______________________________________________________________________
 ME1232* NAD 83(1986) POSITION- 41 23 01.     (N) 087 20 06.     (W)   SCALED
 ME1232* NAVD 88 ORTHO HEIGHT -   226.920 (meters)      744.49  (feet) ADJUSTED
 ME1232  ______________________________________________________________________
 ME1232  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 ME1232  DYNAMIC HEIGHT  -        226.827 (meters)      744.18  (feet) COMP
 ME1232  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 ME1232
 ME1232  VERT ORDER      -  SECOND    CLASS 0
 ME1232
 ME1232.The horizontal coordinates were scaled from a map and have
 ME1232.an estimated accuracy of +/- 6 seconds.
 ME1232
 ME1232.The orthometric height was determined by differential leveling and
 ME1232.adjusted by the NATIONAL GEODETIC SURVEY
 ME1232.in June 1991.
 ME1232
 ME1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1232.GEOID18 height accuracy estimate available here.
 ME1232
 ME1232.Click photographs - Photos may exist for this station.
 ME1232
 ME1232.The dynamic height is computed by dividing the NAVD 88
 ME1232.geopotential number by the normal gravity value computed on the
 ME1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1232.degrees latitude (g = 980.6199 gals.).
 ME1232
 ME1232.The modeled gravity was interpolated from observed gravity values.
 ME1232
 ME1232;                    North         East    Units  Estimated Accuracy
 ME1232;SPC IN W     -   681,190.      878,950.      MT  (+/- 180 meters Scaled)
 ME1232
 ME1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719813(NAD 83)
 ME1232
 ME1232                          SUPERSEDED SURVEY CONTROL
 ME1232
 ME1232  NGVD 29 (??/??/92)  227.006  (m)          744.77   (f) ADJ UNCH    2 0
 ME1232
 ME1232.Superseded values are not recommended for survey control.
 ME1232
 ME1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1232.See file dsdata.pdf to determine how the superseded data were derived.
 ME1232
 ME1232_MARKER: DB = BENCH MARK DISK
 ME1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1232_STAMPING: E 138 1946
 ME1232_MARK LOGO: CGS
 ME1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1232+STABILITY: SURFACE MOTION
 ME1232
 ME1232  HISTORY     - Date     Condition        Report By
 ME1232  HISTORY     - 1946     MONUMENTED       CGS
 ME1232  HISTORY     - 1953     MARK NOT FOUND   CGS
 ME1232
 ME1232                          STATION DESCRIPTION
 ME1232
 ME1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1232'5 MI NE FROM CEDAR LAKE.
 ME1232'ABOUT 3.45 MILES EAST ALONG A PAVED ROAD FROM THE COLEMAN HOTEL
 ME1232'AT CEDAR LAKE, THENCE ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY
 ME1232'55, THENCE ABOUT 1.0 MILE EAST ALONG A DIM SECTION LINE ROAD
 ME1232'LEADING TO PALMER, ABOUT 0.25 MILE WEST OF A NORTH-SOUTH PAVED
 ME1232'ROAD, AT A T FENCE LEADING SOUTH AND AT THE NORTHEAST CORNER
 ME1232'OF A GROVE OF OAK TREES ON THE SOUTH SIDE OF THE ROAD, 14 FEET
 ME1232'EAST OF THE CORNER POST AT THE T FENCE, 18 FEET SOUTH OF THE
 ME1232'CENTER LINE OF THE ROAD, 41 FEET SOUTHEAST AND ACROSS THE ROAD
 ME1232'FROM A 24 INCH OAK TREE, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 ME1232'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 ME1232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1232'NOTE-- THIS MARK MAY BE REACHED FROM THE PALMER SCHOOL AT PALMER
 ME1232'BY GOING ABOUT 0.15 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT
 ME1232'1.5 MILE WEST, THENCE 0.5 MILE SOUTH, THENCE 3.55 MILES WEST
 ME1232'ALONG A SECTION LINE ROAD LEADING TO CEDAR LAKE.  MARK MAY BE
 ME1232'REACHED FROM THE COURT HOUSE AT CROWN POINT BY GOING ABOUT 2.65
 ME1232'MILES SOUTHEAST ALONG STATE HIGHWAY 55, THENCE ABOUT 1.0 MILE
 ME1232'EAST ALONG A DIM SECTION LINE ROAD.
 ME1232
 ME1232                          STATION RECOVERY (1953)
 ME1232
 ME1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 ME1232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1279 ***********************************************************************
 ME1279  DESIGNATION -  E 139
 ME1279  PID         -  ME1279
 ME1279  STATE/COUNTY-  IN/LAKE
 ME1279  COUNTRY     -  US
 ME1279  USGS QUAD   -  LEROY (2019)
 ME1279
 ME1279                         *CURRENT SURVEY CONTROL
 ME1279  ______________________________________________________________________
 ME1279* NAD 83(1986) POSITION- 41 17 21.     (N) 087 16 15.     (W)   SCALED
 ME1279* NAVD 88 ORTHO HEIGHT -   203.673 (meters)      668.22  (feet) ADJUSTED
 ME1279  ______________________________________________________________________
 ME1279  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 ME1279  DYNAMIC HEIGHT  -        203.587 (meters)      667.94  (feet) COMP
 ME1279  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME1279
 ME1279  VERT ORDER      -  SECOND    CLASS 0
 ME1279
 ME1279.The horizontal coordinates were scaled from a map and have
 ME1279.an estimated accuracy of +/- 6 seconds.
 ME1279
 ME1279.The orthometric height was determined by differential leveling and
 ME1279.adjusted by the NATIONAL GEODETIC SURVEY
 ME1279.in June 1991.
 ME1279
 ME1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1279.GEOID18 height accuracy estimate available here.
 ME1279
 ME1279.Click photographs - Photos may exist for this station.
 ME1279
 ME1279.The dynamic height is computed by dividing the NAVD 88
 ME1279.geopotential number by the normal gravity value computed on the
 ME1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1279.degrees latitude (g = 980.6199 gals.).
 ME1279
 ME1279.The modeled gravity was interpolated from observed gravity values.
 ME1279
 ME1279;                    North         East    Units  Estimated Accuracy
 ME1279;SPC IN W     -   670,690.      884,290.      MT  (+/- 180 meters Scaled)
 ME1279
 ME1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL773708(NAD 83)
 ME1279
 ME1279                          SUPERSEDED SURVEY CONTROL
 ME1279
 ME1279  NGVD 29 (??/??/92)  203.762  (m)          668.51   (f) ADJ UNCH    2 0
 ME1279
 ME1279.Superseded values are not recommended for survey control.
 ME1279
 ME1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1279.See file dsdata.pdf to determine how the superseded data were derived.
 ME1279
 ME1279_MARKER: DB = BENCH MARK DISK
 ME1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1279_SP_SET: CULVERT HEADWALL
 ME1279_STAMPING: E 139 1946
 ME1279_MARK LOGO: CGS
 ME1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1279+STABILITY: SURFACE MOTION
 ME1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1279+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2012
 ME1279
 ME1279  HISTORY     - Date     Condition        Report By
 ME1279  HISTORY     - 1946     MONUMENTED       CGS
 ME1279  HISTORY     - 20121126 GOOD             INDIV
 ME1279
 ME1279                          STATION DESCRIPTION
 ME1279
 ME1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1279'6 MI SW FROM HEBRON.
 ME1279'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAYS 2 AND 53 FROM THE
 ME1279'PENNSYLVANIA RAILROAD STATION AT HEBRON, THENCE ABOUT 3.7 MILES
 ME1279'WEST ALONG STATE HIGHWAY 2, ABOUT 0.3 MILE EAST OF A CROSS-ROAD,
 ME1279'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF AN 18
 ME1279'INCH CONCRETE PIPE CULVERT, 22 FEET SOUTH OF THE CENTER LINE OF
 ME1279'THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL, ABOUT
 ME1279'2 FEET BELOW THE HIGHWAY, AND SET IN A DRILL HOLE.  THIS MARK
 ME1279'MAY BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 55 AT ORCHARD
 ME1279'GROVE BY GOING ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 2.
 ME1279
 ME1279                          STATION RECOVERY (2012)
 ME1279
 ME1279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DGI)
 ME1279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1659 ***********************************************************************
 LA1659  DESIGNATION -  E 14
 LA1659  PID         -  LA1659
 LA1659  STATE/COUNTY-  IN/WABASH
 LA1659  COUNTRY     -  US
 LA1659  USGS QUAD   -  LAGRO (2019)
 LA1659
 LA1659                         *CURRENT SURVEY CONTROL
 LA1659  ______________________________________________________________________
 LA1659* NAD 83(1986) POSITION- 40 50 13.     (N) 085 43 29.     (W)   SCALED
 LA1659* NAVD 88 ORTHO HEIGHT -   206.454 (meters)      677.34  (feet) ADJUSTED
 LA1659  ______________________________________________________________________
 LA1659  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 LA1659  DYNAMIC HEIGHT  -        206.357 (meters)      677.02  (feet) COMP
 LA1659  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LA1659
 LA1659  VERT ORDER      -  FIRST     CLASS II
 LA1659
 LA1659.The horizontal coordinates were scaled from a map and have
 LA1659.an estimated accuracy of +/- 6 seconds.
 LA1659
 LA1659.The orthometric height was determined by differential leveling and
 LA1659.adjusted by the NATIONAL GEODETIC SURVEY
 LA1659.in June 1991.
 LA1659
 LA1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1659.GEOID18 height accuracy estimate available here.
 LA1659
 LA1659.Click photographs - Photos may exist for this station.
 LA1659
 LA1659.The dynamic height is computed by dividing the NAVD 88
 LA1659.geopotential number by the normal gravity value computed on the
 LA1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1659.degrees latitude (g = 980.6199 gals.).
 LA1659
 LA1659.The modeled gravity was interpolated from observed gravity values.
 LA1659
 LA1659;                    North         East    Units  Estimated Accuracy
 LA1659;SPC IN E     -   620,450.       95,100.      MT  (+/- 180 meters Scaled)
 LA1659
 LA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL075214(NAD 83)
 LA1659
 LA1659                          SUPERSEDED SURVEY CONTROL
 LA1659
 LA1659  NGVD 29 (??/??/92)  206.585  (m)          677.77   (f) ADJ UNCH    1 2
 LA1659
 LA1659.Superseded values are not recommended for survey control.
 LA1659
 LA1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1659.See file dsdata.pdf to determine how the superseded data were derived.
 LA1659
 LA1659_MARKER: DB = BENCH MARK DISK
 LA1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1659_SP_SET: ABUTMENT
 LA1659_STAMPING: E 14 1930
 LA1659_MARK LOGO: CGS
 LA1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1659
 LA1659  HISTORY     - Date     Condition        Report By
 LA1659  HISTORY     - 1930     MONUMENTED       CGS
 LA1659  HISTORY     - 1949     MARK NOT FOUND   CGS
 LA1659
 LA1659                          STATION DESCRIPTION
 LA1659
 LA1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 LA1659'AT LAGRO.
 LA1659'AT LAGRO, WABASH COUNTY, 0.2 MILE EAST ALONG THE ABANDONED
 LA1659'INDIANA SERVICE CORP. INTERURBAN LINE FROM THE SUBSTATION,
 LA1659'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE WEST
 LA1659'ABUTMENT, AND 7 FEET NORTH OF THE CENTERLINE OF THE ABANDONED
 LA1659'TRACK BED.  A STANDARD DISK, STAMPED E 14 1930.
 LA1659
 LA1659                          STATION RECOVERY (1949)
 LA1659
 LA1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LA1659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1258 ***********************************************************************
 ME1258  DESIGNATION -  E 140
 ME1258  PID         -  ME1258
 ME1258  STATE/COUNTY-  IN/LAKE
 ME1258  COUNTRY     -  US
 ME1258  USGS QUAD   -  PALMER (2019)
 ME1258
 ME1258                         *CURRENT SURVEY CONTROL
 ME1258  ______________________________________________________________________
 ME1258* NAD 83(1986) POSITION- 41 24 02.     (N) 087 14 19.     (W)   SCALED
 ME1258* NAVD 88 ORTHO HEIGHT -   231.330 (meters)      758.96  (feet) ADJUSTED
 ME1258  ______________________________________________________________________
 ME1258  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME1258  DYNAMIC HEIGHT  -        231.236 (meters)      758.65  (feet) COMP
 ME1258  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 ME1258
 ME1258  VERT ORDER      -  SECOND    CLASS 0
 ME1258
 ME1258.The horizontal coordinates were scaled from a map and have
 ME1258.an estimated accuracy of +/- 6 seconds.
 ME1258
 ME1258.The orthometric height was determined by differential leveling and
 ME1258.adjusted by the NATIONAL GEODETIC SURVEY
 ME1258.in June 1991.
 ME1258
 ME1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1258.GEOID18 height accuracy estimate available here.
 ME1258
 ME1258.Click photographs - Photos may exist for this station.
 ME1258
 ME1258.The dynamic height is computed by dividing the NAVD 88
 ME1258.geopotential number by the normal gravity value computed on the
 ME1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1258.degrees latitude (g = 980.6199 gals.).
 ME1258
 ME1258.The modeled gravity was interpolated from observed gravity values.
 ME1258
 ME1258;                    North         East    Units  Estimated Accuracy
 ME1258;SPC IN W     -   683,050.      887,020.      MT  (+/- 180 meters Scaled)
 ME1258
 ME1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800832(NAD 83)
 ME1258
 ME1258                          SUPERSEDED SURVEY CONTROL
 ME1258
 ME1258  NGVD 29 (??/??/92)  231.418  (m)          759.24   (f) ADJ UNCH    2 0
 ME1258
 ME1258.Superseded values are not recommended for survey control.
 ME1258
 ME1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1258.See file dsdata.pdf to determine how the superseded data were derived.
 ME1258
 ME1258_MARKER: DB = BENCH MARK DISK
 ME1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1258_STAMPING: E 140 1946
 ME1258_MARK LOGO: CGS
 ME1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1258+STABILITY: SURFACE MOTION
 ME1258
 ME1258  HISTORY     - Date     Condition        Report By
 ME1258  HISTORY     - 1946     MONUMENTED       CGS
 ME1258  HISTORY     - 1968     GOOD             CGS
 ME1258  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1258
 ME1258                          STATION DESCRIPTION
 ME1258
 ME1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1258'0.8 MI N FROM PALMER.
 ME1258'ABOUT 0.8 MILE NORTH ALONG A PAVED ROAD FROM THE PALMER SCHOOL
 ME1258'AT PALMER, ABOUT 0.65 MILE NORTH OF THE OVER HEAD CROSSING OF
 ME1258'THE ERIE RAILROAD, ABOUT 75 YARDS NORTH OF A TWO STORY WHITE
 ME1258'HOUSE OF THE EAST SIDE OF THE ROAD, 67 FEET NORTH OF A TELEPHONE
 ME1258'POLE, 55 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE NO.
 ME1258'370/671, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 ME1258'NORTH OF A CORNER FENCE POST, 2 FEET SOUTH OF A WHITE WOODEN
 ME1258'WITNESS POST, ABOUT 2 FEET LOWER THAN THE CENTER OF THE ROAD, AND
 ME1258'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  0.65 MI.
 ME1258'N ALONG RANDOLPH STREET FROM INTERSECTION WITH 125 TH AVE. AT
 ME1258'PALMER, AND 1 FOOT N OF METAL WITNESS POST.
 ME1258
 ME1258                          STATION RECOVERY (1968)
 ME1258
 ME1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1258'RECOVERED IN GOOD CONDITION.
 ME1258
 ME1258                          STATION RECOVERY (1990)
 ME1258
 ME1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0624 ***********************************************************************
 ME0624  DESIGNATION -  E 142
 ME0624  PID         -  ME0624
 ME0624  STATE/COUNTY-  IN/STARKE
 ME0624  COUNTRY     -  US
 ME0624  USGS QUAD   -  KNOX WEST (2019)
 ME0624
 ME0624                         *CURRENT SURVEY CONTROL
 ME0624  ______________________________________________________________________
 ME0624* NAD 83(1986) POSITION- 41 19 00.     (N) 086 44 16.     (W)   SCALED
 ME0624* NAVD 88 ORTHO HEIGHT -   205.772 (meters)      675.10  (feet) ADJUSTED
 ME0624  ______________________________________________________________________
 ME0624  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 ME0624  DYNAMIC HEIGHT  -        205.686 (meters)      674.82  (feet) COMP
 ME0624  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 ME0624
 ME0624  VERT ORDER      -  SECOND    CLASS 0
 ME0624
 ME0624.The horizontal coordinates were scaled from a map and have
 ME0624.an estimated accuracy of +/- 6 seconds.
 ME0624
 ME0624.The orthometric height was determined by differential leveling and
 ME0624.adjusted by the NATIONAL GEODETIC SURVEY
 ME0624.in June 1991.
 ME0624
 ME0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0624.GEOID18 height accuracy estimate available here.
 ME0624
 ME0624.Click photographs - Photos may exist for this station.
 ME0624
 ME0624.The dynamic height is computed by dividing the NAVD 88
 ME0624.geopotential number by the normal gravity value computed on the
 ME0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0624.degrees latitude (g = 980.6199 gals.).
 ME0624
 ME0624.The modeled gravity was interpolated from observed gravity values.
 ME0624
 ME0624;                    North         East    Units  Estimated Accuracy
 ME0624;SPC IN W     -   673,780.      928,930.      MT  (+/- 180 meters Scaled)
 ME0624
 ME0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219739(NAD 83)
 ME0624
 ME0624                          SUPERSEDED SURVEY CONTROL
 ME0624
 ME0624  NGVD 29 (??/??/92)  205.870  (m)          675.43   (f) ADJ UNCH    2 0
 ME0624
 ME0624.Superseded values are not recommended for survey control.
 ME0624
 ME0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0624.See file dsdata.pdf to determine how the superseded data were derived.
 ME0624
 ME0624_MARKER: DB = BENCH MARK DISK
 ME0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0624_STAMPING: E 142 1946
 ME0624_MARK LOGO: CGS
 ME0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0624+STABILITY: SURFACE MOTION
 ME0624
 ME0624  HISTORY     - Date     Condition        Report By
 ME0624  HISTORY     - 1946     MONUMENTED       CGS
 ME0624  HISTORY     - 1955     GOOD             USGS
 ME0624  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0624
 ME0624                          STATION DESCRIPTION
 ME0624
 ME0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0624'8 MI E FROM LA CROSSE.
 ME0624'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0624'OF STATE HIGHWAY 43 AT LA CROSSE, ABOUT 0.45 MILE EAST OF THE
 ME0624'KANKAKEE RIVER BRIDGE AND THE STARKE-LA PORTE COUNTY LINE, SET AT
 ME0624'THE JUNCTION OF A T ROAD SOUTH, 43 FEET SOUTH OF THE CENTER LINE
 ME0624'OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE T ROAD,
 ME0624'3 FEET SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN
 ME0624'WITNESS POST, ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 ME0624'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0624
 ME0624                          STATION RECOVERY (1955)
 ME0624
 ME0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ME0624'RECOVERED IN GOOD CONDITION.
 ME0624
 ME0624                          STATION RECOVERY (1988)
 ME0624
 ME0624'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0383 ***********************************************************************
 ME0383  DESIGNATION -  E 144
 ME0383  PID         -  ME0383
 ME0383  STATE/COUNTY-  IN/FULTON
 ME0383  COUNTRY     -  US
 ME0383  USGS QUAD   -  ROCHESTER (2019)
 ME0383
 ME0383                         *CURRENT SURVEY CONTROL
 ME0383  ______________________________________________________________________
 ME0383* NAD 83(1986) POSITION- 41 07 04.     (N) 086 13 35.     (W)   SCALED
 ME0383* NAVD 88 ORTHO HEIGHT -   247.780 (meters)      812.92  (feet) ADJUSTED
 ME0383  ______________________________________________________________________
 ME0383  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 ME0383  DYNAMIC HEIGHT  -        247.673 (meters)      812.57  (feet) COMP
 ME0383  MODELED GRAVITY -    980,188.9   (mgal)                       NAVD 88
 ME0383
 ME0383  VERT ORDER      -  SECOND    CLASS 0
 ME0383
 ME0383.The horizontal coordinates were scaled from a map and have
 ME0383.an estimated accuracy of +/- 6 seconds.
 ME0383
 ME0383.The orthometric height was determined by differential leveling and
 ME0383.adjusted by the NATIONAL GEODETIC SURVEY
 ME0383.in June 1991.
 ME0383
 ME0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0383.GEOID18 height accuracy estimate available here.
 ME0383
 ME0383.Click photographs - Photos may exist for this station.
 ME0383
 ME0383.The dynamic height is computed by dividing the NAVD 88
 ME0383.geopotential number by the normal gravity value computed on the
 ME0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0383.degrees latitude (g = 980.6199 gals.).
 ME0383
 ME0383.The modeled gravity was interpolated from observed gravity values.
 ME0383
 ME0383;                    North         East    Units  Estimated Accuracy
 ME0383;SPC IN E     -   651,790.       52,990.      MT  (+/- 180 meters Scaled)
 ME0383
 ME0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL649521(NAD 83)
 ME0383
 ME0383                          SUPERSEDED SURVEY CONTROL
 ME0383
 ME0383  NGVD 29 (??/??/92)  247.899  (m)          813.32   (f) ADJ UNCH    2 0
 ME0383
 ME0383.Superseded values are not recommended for survey control.
 ME0383
 ME0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0383.See file dsdata.pdf to determine how the superseded data were derived.
 ME0383
 ME0383_MARKER: DB = BENCH MARK DISK
 ME0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0383_SP_SET: BUILDING
 ME0383_STAMPING: E 144 1946
 ME0383_MARK LOGO: CGS
 ME0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0383
 ME0383  HISTORY     - Date     Condition        Report By
 ME0383  HISTORY     - 1946     MONUMENTED       CGS
 ME0383  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0383
 ME0383                          STATION DESCRIPTION
 ME0383
 ME0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0383'3.8 MI N FROM ROCHESTER.
 ME0383'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE COUNTY
 ME0383'COURT HOUSE AT ROCHESTER, SET VERTICALLY IN THE SOUTH FACE OF
 ME0383'THE SOUTHEAST CORNER OF THE EDON PRODUCTS COMPANY BUILDING, 1.5
 ME0383'FOOT WEST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 ME0383'AND ABOUT 0.5 FOOT ABOVE THE GROUND.
 ME0383
 ME0383                          STATION RECOVERY (2011)
 ME0383
 ME0383'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1213 ***********************************************************************
 MD1213  DESIGNATION -  E 145
 MD1213  PID         -  MD1213
 MD1213  STATE/COUNTY-  IN/KOSCIUSKO
 MD1213  COUNTRY     -  US
 MD1213  USGS QUAD   -  BURKET (2019)
 MD1213
 MD1213                         *CURRENT SURVEY CONTROL
 MD1213  ______________________________________________________________________
 MD1213* NAD 83(1986) POSITION- 41 13 57.     (N) 085 58 03.     (W)   SCALED
 MD1213* NAVD 88 ORTHO HEIGHT -   245.882 (meters)      806.70  (feet) ADJUSTED
 MD1213  ______________________________________________________________________
 MD1213  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 MD1213  DYNAMIC HEIGHT  -        245.779 (meters)      806.36  (feet) COMP
 MD1213  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 MD1213
 MD1213  VERT ORDER      -  SECOND    CLASS 0
 MD1213
 MD1213.The horizontal coordinates were scaled from a map and have
 MD1213.an estimated accuracy of +/- 6 seconds.
 MD1213
 MD1213.The orthometric height was determined by differential leveling and
 MD1213.adjusted by the NATIONAL GEODETIC SURVEY
 MD1213.in June 1991.
 MD1213
 MD1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1213.GEOID18 height accuracy estimate available here.
 MD1213
 MD1213.Click photographs - Photos may exist for this station.
 MD1213
 MD1213.The dynamic height is computed by dividing the NAVD 88
 MD1213.geopotential number by the normal gravity value computed on the
 MD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1213.degrees latitude (g = 980.6199 gals.).
 MD1213
 MD1213.The modeled gravity was interpolated from observed gravity values.
 MD1213
 MD1213;                    North         East    Units  Estimated Accuracy
 MD1213;SPC IN E     -   664,420.       74,780.      MT  (+/- 180 meters Scaled)
 MD1213
 MD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL865650(NAD 83)
 MD1213
 MD1213                          SUPERSEDED SURVEY CONTROL
 MD1213
 MD1213  NGVD 29 (??/??/92)  246.012  (m)          807.12   (f) ADJ UNCH    2 0
 MD1213
 MD1213.Superseded values are not recommended for survey control.
 MD1213
 MD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1213.See file dsdata.pdf to determine how the superseded data were derived.
 MD1213
 MD1213_MARKER: DB = BENCH MARK DISK
 MD1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1213_STAMPING: E 145 1946
 MD1213_MARK LOGO: CGS
 MD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1213+STABILITY: SURFACE MOTION
 MD1213
 MD1213  HISTORY     - Date     Condition        Report By
 MD1213  HISTORY     - 1946     MONUMENTED       CGS
 MD1213  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1213
 MD1213                          STATION DESCRIPTION
 MD1213
 MD1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1213'2.4 MI S FROM ATWOOD.
 MD1213'2.45 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 MD1213'ATWOOD, ABOUT 1.0 MILE SOUTH OF THE TIPPECANOE RIVER BRIDGE,
 MD1213'AT THE INTERSECTION WITH AN EAST-WEST PAVED, 155 FEET NORTH OF
 MD1213'THE CENTER LINE OF THE EAST-WEST ROAD, 95 FEET NORTHWEST OF
 MD1213'THE NORTHWEST CORNER OF A WHITE TWO-STORY FARM HOUSE, 95 FEET
 MD1213'EAST AND ACROSS THE NORTH-SOUTH ROAD FROM THE NORTHEAST CORNER
 MD1213'OF A BARN, 4.5 FEET NORTHEAST OF A TELEPHONE POLE, 18 FEET EAST
 MD1213'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET NORTHWEST
 MD1213'OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 MD1213'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MD1213'PROJECTING ABOUT 6 INCHES.
 MD1213
 MD1213                          STATION RECOVERY (1996)
 MD1213
 MD1213'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0951 ***********************************************************************
 LB0951  DESIGNATION -  E 146
 LB0951  PID         -  LB0951
 LB0951  STATE/COUNTY-  IN/CARROLL
 LB0951  COUNTRY     -  US
 LB0951  USGS QUAD   -  BURROWS (2019)
 LB0951
 LB0951                         *CURRENT SURVEY CONTROL
 LB0951  ______________________________________________________________________
 LB0951* NAD 83(1986) POSITION- 40 40 17.     (N) 086 34 44.     (W)   SCALED
 LB0951* NAVD 88 ORTHO HEIGHT -   175.603 (meters)      576.12  (feet) ADJUSTED
 LB0951  ______________________________________________________________________
 LB0951  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 LB0951  DYNAMIC HEIGHT  -        175.520 (meters)      575.85  (feet) COMP
 LB0951  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 LB0951
 LB0951  VERT ORDER      -  SECOND    CLASS 0
 LB0951
 LB0951.The horizontal coordinates were scaled from a map and have
 LB0951.an estimated accuracy of +/- 6 seconds.
 LB0951
 LB0951.The orthometric height was determined by differential leveling and
 LB0951.adjusted by the NATIONAL GEODETIC SURVEY
 LB0951.in June 1991.
 LB0951
 LB0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0951.GEOID18 height accuracy estimate available here.
 LB0951
 LB0951.Click photographs - Photos may exist for this station.
 LB0951
 LB0951.The dynamic height is computed by dividing the NAVD 88
 LB0951.geopotential number by the normal gravity value computed on the
 LB0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0951.degrees latitude (g = 980.6199 gals.).
 LB0951
 LB0951.The modeled gravity was interpolated from observed gravity values.
 LB0951
 LB0951;                    North         East    Units  Estimated Accuracy
 LB0951;SPC IN W     -   602,190.      942,650.      MT  (+/- 180 meters Scaled)
 LB0951
 LB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL355023(NAD 83)
 LB0951
 LB0951                          SUPERSEDED SURVEY CONTROL
 LB0951
 LB0951  NGVD 29 (??/??/92)  175.714  (m)          576.49   (f) ADJ UNCH    2 0
 LB0951
 LB0951.Superseded values are not recommended for survey control.
 LB0951
 LB0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0951.See file dsdata.pdf to determine how the superseded data were derived.
 LB0951
 LB0951_MARKER: DB = BENCH MARK DISK
 LB0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0951_SP_SET: BRIDGE WINGWALL
 LB0951_STAMPING: E 146 1946
 LB0951_MARK LOGO: CGS
 LB0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0951
 LB0951  HISTORY     - Date     Condition        Report By
 LB0951  HISTORY     - 1946     MONUMENTED       CGS
 LB0951
 LB0951                          STATION DESCRIPTION
 LB0951
 LB0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0951'1.6 MI S FROM LOCKPORT.
 LB0951'ABOUT 1.6 MILE SOUTH ALONG THE ROCKFIELD-LOCKPORT ROAD FROM THE
 LB0951'SOUTH END OF THE WABASH RIVER BRIDGE AT LOCKPORT, SET IN THE
 LB0951'TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A STEEL BRIDGE OVER
 LB0951'ROCK CREEK, 12.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND
 LB0951'ABOUT 1 1/2 FOOT BELOW THE LEVEL OF THE BRIDGE FLOOR.  A STANDARD
 LB0951'DISK, STAMPED E 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0979 ***********************************************************************
 LB0979  DESIGNATION -  E 147
 LB0979  PID         -  LB0979
 LB0979  STATE/COUNTY-  IN/WHITE
 LB0979  COUNTRY     -  US
 LB0979  USGS QUAD   -  BROOKSTON (2019)
 LB0979
 LB0979                         *CURRENT SURVEY CONTROL
 LB0979  ______________________________________________________________________
 LB0979* NAD 83(1986) POSITION- 40 36 08.     (N) 086 51 00.     (W)   SCALED
 LB0979* NAVD 88 ORTHO HEIGHT -   207.353 (meters)      680.29  (feet) ADJUSTED
 LB0979  ______________________________________________________________________
 LB0979  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 LB0979  DYNAMIC HEIGHT  -        207.254 (meters)      679.97  (feet) COMP
 LB0979  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 LB0979
 LB0979  VERT ORDER      -  SECOND    CLASS 0
 LB0979
 LB0979.The horizontal coordinates were scaled from a map and have
 LB0979.an estimated accuracy of +/- 6 seconds.
 LB0979
 LB0979.The orthometric height was determined by differential leveling and
 LB0979.adjusted by the NATIONAL GEODETIC SURVEY
 LB0979.in June 1991.
 LB0979
 LB0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0979.GEOID18 height accuracy estimate available here.
 LB0979
 LB0979.Click photographs - Photos may exist for this station.
 LB0979
 LB0979.The dynamic height is computed by dividing the NAVD 88
 LB0979.geopotential number by the normal gravity value computed on the
 LB0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0979.degrees latitude (g = 980.6199 gals.).
 LB0979
 LB0979.The modeled gravity was interpolated from observed gravity values.
 LB0979
 LB0979;                    North         East    Units  Estimated Accuracy
 LB0979;SPC IN W     -   594,410.      919,750.      MT  (+/- 180 meters Scaled)
 LB0979
 LB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK126946(NAD 83)
 LB0979
 LB0979                          SUPERSEDED SURVEY CONTROL
 LB0979
 LB0979  NGVD 29 (??/??/92)  207.450  (m)          680.61   (f) ADJ UNCH    2 0
 LB0979
 LB0979.Superseded values are not recommended for survey control.
 LB0979
 LB0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0979.See file dsdata.pdf to determine how the superseded data were derived.
 LB0979
 LB0979_MARKER: DB = BENCH MARK DISK
 LB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0979_STAMPING: E 147 1946
 LB0979_MARK LOGO: CGS
 LB0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0979+STABILITY: SURFACE MOTION
 LB0979
 LB0979  HISTORY     - Date     Condition        Report By
 LB0979  HISTORY     - 1946     MONUMENTED       CGS
 LB0979  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB0979
 LB0979                          STATION DESCRIPTION
 LB0979
 LB0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0979'0.9 MI E FROM BROOKSTON.
 LB0979'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LB0979'AT BROOKSTON, ABOUT 0.25 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD,
 LB0979'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF
 LB0979'THE CENTER LINE OF A FIELD ENTRANCE ROAD, 7 FEET EAST OF A
 LB0979'TELEPHONE POLE, 13 FEET WEST OF A GATE POST, ABOUT 4 FEET EAST
 LB0979'OF A LINE OF REA POWER LINE POLES RUNNING SOUTH, 1 1/2 FEET NORTH
 LB0979'OF A FENCE LINE AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB0979'DISK, STAMPED E 147 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0979'PROJECTING 4 INCHES ABOVE GROUND.
 LB0979
 LB0979                          STATION RECOVERY (2009)
 LB0979
 LB0979'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0979'MARK NOT FOUND (GONE) ROAD REBUILT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0024 ***********************************************************************
 LB0024  DESIGNATION -  E 148
 LB0024  PID         -  LB0024
 LB0024  STATE/COUNTY-  IN/CASS
 LB0024  COUNTRY     -  US
 LB0024  USGS QUAD   -  CLYMERS (2019)
 LB0024
 LB0024                         *CURRENT SURVEY CONTROL
 LB0024  ______________________________________________________________________
 LB0024* NAD 83(1986) POSITION- 40 42 23.     (N) 086 27 17.     (W)   SCALED
 LB0024* NAVD 88 ORTHO HEIGHT -   219.301 (meters)      719.49  (feet) ADJUSTED
 LB0024  ______________________________________________________________________
 LB0024  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 LB0024  DYNAMIC HEIGHT  -        219.197 (meters)      719.15  (feet) COMP
 LB0024  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 LB0024
 LB0024  VERT ORDER      -  SECOND    CLASS 0
 LB0024
 LB0024.The horizontal coordinates were scaled from a map and have
 LB0024.an estimated accuracy of +/- 6 seconds.
 LB0024
 LB0024.The orthometric height was determined by differential leveling and
 LB0024.adjusted by the NATIONAL GEODETIC SURVEY
 LB0024.in June 1991.
 LB0024
 LB0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0024.GEOID18 height accuracy estimate available here.
 LB0024
 LB0024.Click photographs - Photos may exist for this station.
 LB0024
 LB0024.The dynamic height is computed by dividing the NAVD 88
 LB0024.geopotential number by the normal gravity value computed on the
 LB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0024.degrees latitude (g = 980.6199 gals.).
 LB0024
 LB0024.The modeled gravity was interpolated from observed gravity values.
 LB0024
 LB0024;                    North         East    Units  Estimated Accuracy
 LB0024;SPC IN E     -   606,250.       33,410.      MT  (+/- 180 meters Scaled)
 LB0024
 LB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL460063(NAD 83)
 LB0024
 LB0024                          SUPERSEDED SURVEY CONTROL
 LB0024
 LB0024  NGVD 29 (??/??/92)  219.417  (m)          719.87   (f) ADJ UNCH    2 0
 LB0024
 LB0024.Superseded values are not recommended for survey control.
 LB0024
 LB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0024.See file dsdata.pdf to determine how the superseded data were derived.
 LB0024
 LB0024_MARKER: DB = BENCH MARK DISK
 LB0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0024_SP_SET: CULVERT HEADWALL
 LB0024_STAMPING: E 148 1946
 LB0024_MARK LOGO: CGS
 LB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0024+STABILITY: SURFACE MOTION
 LB0024
 LB0024  HISTORY     - Date     Condition        Report By
 LB0024  HISTORY     - 1946     MONUMENTED       CGS
 LB0024  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0024
 LB0024                          STATION DESCRIPTION
 LB0024
 LB0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0024'AT CLYMERS.
 LB0024'AT CLYMERS, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD
 LB0024'AND STATE HIGHWAY 25, SET IN THE TOP OF THE WEST CONCRETE HEADWALL
 LB0024'OF A 15-INCH PIPE CULVERT, 21.5 FEET WEST OF THE CENTER LINE
 LB0024'OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 LB0024'ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0024'STAMPED E 148 1946.
 LB0024
 LB0024                          STATION RECOVERY (2017)
 LB0024
 LB0024'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0024'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0636 ***********************************************************************
 MD0636  DESIGNATION -  E 15
 MD0636  PID         -  MD0636
 MD0636  STATE/COUNTY-  IN/ALLEN
 MD0636  COUNTRY     -  US
 MD0636  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0636
 MD0636                         *CURRENT SURVEY CONTROL
 MD0636  ______________________________________________________________________
 MD0636* NAD 83(1986) POSITION- 41 04 55.9    (N) 085 08 20.3    (W)   HD_HELD2
 MD0636* NAVD 88 ORTHO HEIGHT -   233.492 (meters)      766.05  (feet) ADJUSTED
 MD0636  ______________________________________________________________________
 MD0636  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 MD0636  DYNAMIC HEIGHT  -        233.400 (meters)      765.75  (feet) COMP
 MD0636  MODELED GRAVITY -    980,224.1   (mgal)                       NAVD 88
 MD0636
 MD0636  VERT ORDER      -  FIRST     CLASS I
 MD0636
 MD0636.The horizontal coordinates were established by autonomous hand held GPS
 MD0636.observations and have an estimated accuracy of +/- 10 meters.
 MD0636
 MD0636.The orthometric height was determined by differential leveling and
 MD0636.adjusted by the NATIONAL GEODETIC SURVEY
 MD0636.in June 1991.
 MD0636
 MD0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0636.GEOID18 height accuracy estimate available here.
 MD0636
 MD0636.Click photographs - Photos may exist for this station.
 MD0636
 MD0636.The dynamic height is computed by dividing the NAVD 88
 MD0636.geopotential number by the normal gravity value computed on the
 MD0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0636.degrees latitude (g = 980.6199 gals.).
 MD0636
 MD0636.The modeled gravity was interpolated from observed gravity values.
 MD0636
 MD0636;                    North         East    Units  Estimated Accuracy
 MD0636;SPC IN E     -   647,820.      144,341.      MT  (+/- 10 meters HH2 GPS)
 MD0636
 MD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5632449550(NAD 83)
 MD0636
 MD0636                          SUPERSEDED SURVEY CONTROL
 MD0636
 MD0636  NGVD 29 (01/19/93)  233.651  (m)          766.57   (f) ADJUSTED    1 1
 MD0636  NGVD 29 (??/??/92)  233.651  (m)          766.57   (f) SUPERSEDED  1 1
 MD0636
 MD0636.Superseded values are not recommended for survey control.
 MD0636
 MD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0636.See file dsdata.pdf to determine how the superseded data were derived.
 MD0636
 MD0636_MARKER: DB = BENCH MARK DISK
 MD0636_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD0636_SP_SET: BUILDING
 MD0636_STAMPING: E 15 1930 766.57
 MD0636_MARK LOGO: CGS
 MD0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD0636+STABILITY: POSITION/ELEVATION WELL
 MD0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0636+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 MD0636
 MD0636  HISTORY     - Date     Condition        Report By
 MD0636  HISTORY     - 1930     MONUMENTED       CGS
 MD0636  HISTORY     - 1968     GOOD             CGS
 MD0636  HISTORY     - 19921011 GOOD             NGS
 MD0636  HISTORY     - 20060729 GOOD             USPSQD
 MD0636
 MD0636                          STATION DESCRIPTION
 MD0636
 MD0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0636'AT FORT WAYNE.
 MD0636'AT FORT WAYNE, ABOUT 0.1 MILE NORTHWEST ALONG SOUTH CLINTON
 MD0636'STREET FROM THE COURTHOUSE, AT THE INTERSECTION OF SOUTH CLINTON
 MD0636'AND EAST SUPERIOR STREET, SET VERTICALLY IN THE SOUTHWEST FACE
 MD0636'OF THE CONCRETE WATER TABLE NEAR THE SOUTH CORNER OF A LARGE
 MD0636'4-STORIED BRICK BUILDING, 5.3 FEET NORTHEAST OF THE NORTHEAST
 MD0636'CURB OF SOUTH CLINTON STREET, 0.9 FOOT NORTHWEST OF THE SOUTH
 MD0636'CORNER OF THE BUILDING AND 5.3 FEET ABOVE THE LEVEL OF THE
 MD0636'SIDEWALK.
 MD0636
 MD0636                          STATION RECOVERY (1992)
 MD0636
 MD0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0636'IN FORT WAYNE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE COMMERCIAL
 MD0636'WAREHOUSE AND CARTAGE INCORPORATED AT 200 EAST SUPERIOR STREET, 42.1
 MD0636'M (138.1 FT) SOUTHEAST OF THE CENTERLINE OF SUPERIOR STREET, 10.6 M
 MD0636'(34.8 FT) NORTHEAST OF THE CENTER OF CLINTON STREET, 1.5 M (4.9 FT)
 MD0636'ABOVE THE LEVEL OF THE STREETS, AND 0.25 M (0.82 FT) NORTHWEST OF THE
 MD0636'SOUTHEAST CORNER OF THE BUILDING.  NOTE--THE DISK IS STAMPED AS
 MD0636'ABOVE.
 MD0636
 MD0636                          STATION RECOVERY (2006)
 MD0636
 MD0636'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 MD0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0574 ***********************************************************************
 ME0574  DESIGNATION -  E 150
 ME0574  PID         -  ME0574
 ME0574  STATE/COUNTY-  IN/PORTER
 ME0574  COUNTRY     -  US
 ME0574  USGS QUAD   -  WANATAH (2019)
 ME0574
 ME0574                         *CURRENT SURVEY CONTROL
 ME0574  ______________________________________________________________________
 ME0574* NAD 83(1986) POSITION- 41 26 08.73   (N) 086 56 23.29   (W)   HD_HELD1
 ME0574* NAVD 88 ORTHO HEIGHT -   221.679 (meters)      727.29  (feet) ADJUSTED
 ME0574  ______________________________________________________________________
 ME0574  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0574  DYNAMIC HEIGHT  -        221.589 (meters)      727.00  (feet) COMP
 ME0574  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 ME0574
 ME0574  VERT ORDER      -  FIRST     CLASS I
 ME0574
 ME0574.The horizontal coordinates were determined by differentially corrected
 ME0574.hand held GPS observations or other comparable positioning techniques
 ME0574.and have an estimated accuracy of +/- 3 meters.
 ME0574
 ME0574.The orthometric height was determined by differential leveling and
 ME0574.adjusted by the NATIONAL GEODETIC SURVEY
 ME0574.in June 1991.
 ME0574
 ME0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0574.GEOID18 height accuracy estimate available here.
 ME0574
 ME0574.Click photographs - Photos may exist for this station.
 ME0574
 ME0574.The dynamic height is computed by dividing the NAVD 88
 ME0574.geopotential number by the normal gravity value computed on the
 ME0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0574.degrees latitude (g = 980.6199 gals.).
 ME0574
 ME0574.The modeled gravity was interpolated from observed gravity values.
 ME0574
 ME0574;                    North         East    Units  Estimated Accuracy
 ME0574;SPC IN W     -   686,961.0     911,995.7     MT  (+/- 3 meters HH1 GPS) 
 ME0574
 ME0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0502987133(NAD 83)
 ME0574
 ME0574                          SUPERSEDED SURVEY CONTROL
 ME0574
 ME0574  NGVD 29 (01/19/93)  221.775  (m)          727.61   (f) ADJUSTED    1 1
 ME0574  NGVD 29 (??/??/92)  221.775  (m)          727.61   (f) SUPERSEDED  1 1
 ME0574
 ME0574.Superseded values are not recommended for survey control.
 ME0574
 ME0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0574.See file dsdata.pdf to determine how the superseded data were derived.
 ME0574
 ME0574_MARKER: DB = BENCH MARK DISK
 ME0574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0574_SP_SET: WINGWALL
 ME0574_STAMPING: E 150 1946
 ME0574_MARK LOGO: CGS
 ME0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0574+STABILITY: SURFACE MOTION
 ME0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0574+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2022
 ME0574
 ME0574  HISTORY     - Date     Condition        Report By
 ME0574  HISTORY     - 1946     MONUMENTED       CGS
 ME0574  HISTORY     - 1968     GOOD             CGS
 ME0574  HISTORY     - 1978     GOOD             LOCSUR
 ME0574  HISTORY     - 19920907 GOOD             NGS
 ME0574  HISTORY     - 20221017 GOOD             IN-127
 ME0574
 ME0574                          STATION DESCRIPTION
 ME0574
 ME0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0574'2.6 MI W FROM WANATAH.
 ME0574'ABOUT 2.55 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0574'THE U.S. HIGHWAY 421 OVERPASS OVER THE PENN CENTRAL RAILROAD
 ME0574'AT WANATAH, 0.5 MILE WEST OF THE PORTER-LA PORTE COUNTY LINE,
 ME0574'ABOUT 5 RAILS WEST OF MILEPOST 417, SET ON THE TOP OF THE
 ME0574'NORTHWEST CONCRETE WING WALL OF A CONCRETE ARCHED CULVERT OVER
 ME0574'GREIGER DITCH, 10.5 FEET NORTH OF THE NORTH RAIL, 3 1/2 FEET
 ME0574'BELOW THE LEVEL OF THE TRACK.  SEC 36, T 35N, R 5 W.
 ME0574
 ME0574                          STATION RECOVERY (1978)
 ME0574
 ME0574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0574'RECOVERED IN GOOD CONDITION.
 ME0574
 ME0574                          STATION RECOVERY (1992)
 ME0574
 ME0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0574'4.2 KM (2.60 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0574'OF U.S. HIGHWAY 421 IN WANATAH, IN TOP OF AND 1.9 M (6.2 FT)
 ME0574'SOUTHEAST OF THE NORTHWEST END OF THE NORTHWEST CONCRETE WINGWALL OF A
 ME0574'CULVERT, 7.4 M (24.3 FT) NORTH OF THE NEAR RAIL, AND 1.0 M (3.3 FT)
 ME0574'BELOW THE LEVEL OF THE TRACKS.
 ME0574
 ME0574                          STATION RECOVERY (2022)
 ME0574
 ME0574'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WE)
 ME0574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1088 ***********************************************************************
 ME1088  DESIGNATION -  E 151
 ME1088  PID         -  ME1088
 ME1088  STATE/COUNTY-  IN/PORTER
 ME1088  COUNTRY     -  US
 ME1088  USGS QUAD   -  CHESTERTON (2019)
 ME1088
 ME1088                         *CURRENT SURVEY CONTROL
 ME1088  ______________________________________________________________________
 ME1088* NAD 83(1986) POSITION- 41 36 39.6    (N) 087 03 08.0    (W)   HD_HELD2
 ME1088* NAVD 88 ORTHO HEIGHT -   196.886 (meters)      645.95  (feet) ADJUSTED
 ME1088  ______________________________________________________________________
 ME1088  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 ME1088  DYNAMIC HEIGHT  -        196.813 (meters)      645.71  (feet) COMP
 ME1088  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 ME1088
 ME1088  VERT ORDER      -  SECOND    CLASS 0
 ME1088
 ME1088.The horizontal coordinates were established by autonomous hand held GPS
 ME1088.observations and have an estimated accuracy of +/- 10 meters.
 ME1088
 ME1088.The orthometric height was determined by differential leveling and
 ME1088.adjusted by the NATIONAL GEODETIC SURVEY
 ME1088.in June 1991.
 ME1088
 ME1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1088.GEOID18 height accuracy estimate available here.
 ME1088
 ME1088.Click photographs - Photos may exist for this station.
 ME1088
 ME1088.The dynamic height is computed by dividing the NAVD 88
 ME1088.geopotential number by the normal gravity value computed on the
 ME1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1088.degrees latitude (g = 980.6199 gals.).
 ME1088
 ME1088.The modeled gravity was interpolated from observed gravity values.
 ME1088
 ME1088;                    North         East    Units  Estimated Accuracy
 ME1088;SPC IN W     -   706,414.      902,593.      MT  (+/- 10 meters HH2 GPS)
 ME1088
 ME1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9564806588(NAD 83)
 ME1088
 ME1088                          SUPERSEDED SURVEY CONTROL
 ME1088
 ME1088  NGVD 29 (??/??/92)  196.981  (m)          646.26   (f) ADJ UNCH    2 0
 ME1088
 ME1088.Superseded values are not recommended for survey control.
 ME1088
 ME1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1088.See file dsdata.pdf to determine how the superseded data were derived.
 ME1088
 ME1088_MARKER: DB = BENCH MARK DISK
 ME1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1088_SP_SET: BUILDING WALL
 ME1088_STAMPING: E 151 1946
 ME1088_MARK LOGO: CGS
 ME1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1088
 ME1088  HISTORY     - Date     Condition        Report By
 ME1088  HISTORY     - 1946     MONUMENTED       CGS
 ME1088  HISTORY     - 19900626 MARK NOT FOUND   USGS
 ME1088  HISTORY     - 20200624 GOOD             GEOCAC
 ME1088  HISTORY     - 20240303 GOOD             USPSQD
 ME1088
 ME1088                          STATION DESCRIPTION
 ME1088
 ME1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1088'AT CHESTERTON.
 ME1088'AT CHESTERTON, PORTER COUNTY, AT THE CITY HALL AND FIRE STATION,
 ME1088'IN THE WEST BRICK WALL, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER
 ME1088'OF THE BUILDING, AND 2.4 FEET ABOVE THE SIDEWALK.  A BRONZE
 ME1088'DISK, STAMPED E 151 1946 AND SET VERTICALLY.
 ME1088
 ME1088                          STATION RECOVERY (1990)
 ME1088
 ME1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1088'MARK NOT FOUND.
 ME1088
 ME1088                          STATION RECOVERY (2020)
 ME1088
 ME1088'RECOVERY NOTE BY GEOCACHING 2020 (MRA)
 ME1088'RECOVERED IN GOOD CONDITION.
 ME1088
 ME1088                          STATION RECOVERY (2024)
 ME1088
 ME1088'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1088'THE MARK IS CLEARLY VISIBLE IN THE LEFT FRONT OF THE BUILDING LEFT OF
 ME1088'THE DOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0896 ***********************************************************************
 ME0896  DESIGNATION -  E 152
 ME0896  PID         -  ME0896
 ME0896  STATE/COUNTY-  IN/LA PORTE
 ME0896  COUNTRY     -  US
 ME0896  USGS QUAD   -  WESTVILLE (2019)
 ME0896
 ME0896                         *CURRENT SURVEY CONTROL
 ME0896  ______________________________________________________________________
 ME0896* NAD 83(1986) POSITION- 41 32 21.     (N) 086 54 33.     (W)   SCALED
 ME0896* NAVD 88 ORTHO HEIGHT -   235.755 (meters)      773.47  (feet) ADJUSTED
 ME0896  ______________________________________________________________________
 ME0896  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 ME0896  DYNAMIC HEIGHT  -        235.663 (meters)      773.17  (feet) COMP
 ME0896  MODELED GRAVITY -    980,226.4   (mgal)                       NAVD 88
 ME0896
 ME0896  VERT ORDER      -  SECOND    CLASS 0
 ME0896
 ME0896.The horizontal coordinates were scaled from a map and have
 ME0896.an estimated accuracy of +/- 6 seconds.
 ME0896
 ME0896.The orthometric height was determined by differential leveling and
 ME0896.adjusted by the NATIONAL GEODETIC SURVEY
 ME0896.in June 1991.
 ME0896
 ME0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0896.GEOID18 height accuracy estimate available here.
 ME0896
 ME0896.Click photographs - Photos may exist for this station.
 ME0896
 ME0896.The dynamic height is computed by dividing the NAVD 88
 ME0896.geopotential number by the normal gravity value computed on the
 ME0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0896.degrees latitude (g = 980.6199 gals.).
 ME0896
 ME0896.The modeled gravity was interpolated from observed gravity values.
 ME0896
 ME0896;                    North         East    Units  Estimated Accuracy
 ME0896;SPC IN W     -   698,450.      914,530.      MT  (+/- 180 meters Scaled)
 ME0896
 ME0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL075986(NAD 83)
 ME0896
 ME0896                          SUPERSEDED SURVEY CONTROL
 ME0896
 ME0896  NGVD 29 (??/??/92)  235.848  (m)          773.78   (f) ADJ UNCH    2 0
 ME0896
 ME0896.Superseded values are not recommended for survey control.
 ME0896
 ME0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0896.See file dsdata.pdf to determine how the superseded data were derived.
 ME0896
 ME0896_MARKER: DB = BENCH MARK DISK
 ME0896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0896_SP_SET: BOX CULVERT HEADWALL
 ME0896_STAMPING: E 152 1946
 ME0896_MARK LOGO: CGS
 ME0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0896+STABILITY: SURFACE MOTION
 ME0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0896+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2015
 ME0896
 ME0896  HISTORY     - Date     Condition        Report By
 ME0896  HISTORY     - 1946     MONUMENTED       CGS
 ME0896  HISTORY     - 1978     GOOD             LOCENG
 ME0896  HISTORY     - 1988     GOOD             USPSQD
 ME0896  HISTORY     - 20151202 GOOD             USI
 ME0896
 ME0896                          STATION DESCRIPTION
 ME0896
 ME0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0896'0.6 MI W FROM WESTVILLE.
 ME0896'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 ME0896'OF STATE HIGHWAY 43 AT WESTVILLE, LA PORTE COUNTY, ABOUT 0.1 MILE
 ME0896'EAST OF THE INTERSECTION OF STATE HIGHWAY 2, AT A 6- BY 3-FOOT
 ME0896'BOX CULVERT OVER A DITCH, IN THE TOP OF THE WEST END OF THE SOUTH
 ME0896'CONCRETE HEAD WALL, 25.5 FEET SOUTH OF THE CENTER LINE OF THE
 ME0896'HIGHWAY, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A BRONZE
 ME0896'DISK, STAMPED E 152 1946.
 ME0896
 ME0896                          STATION RECOVERY (1978)
 ME0896
 ME0896'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME0896'RECOVERED IN GOOD CONDITION.
 ME0896
 ME0896                          STATION RECOVERY (1988)
 ME0896
 ME0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0896'RECOVERED IN GOOD CONDITION.
 ME0896
 ME0896                          STATION RECOVERY (2015)
 ME0896
 ME0896'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (DJB)
 ME0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0783 ***********************************************************************
 ME0783  DESIGNATION -  E 153
 ME0783  PID         -  ME0783
 ME0783  STATE/COUNTY-  IN/LA PORTE
 ME0783  COUNTRY     -  US
 ME0783  USGS QUAD   -  LAPORTE EAST (2019)
 ME0783
 ME0783                         *CURRENT SURVEY CONTROL
 ME0783  ______________________________________________________________________
 ME0783* NAD 83(1986) POSITION- 41 34 31.     (N) 086 43 48.     (W)   SCALED
 ME0783* NAVD 88 ORTHO HEIGHT -   245.633 (meters)      805.88  (feet) ADJUSTED
 ME0783  ______________________________________________________________________
 ME0783  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME0783  DYNAMIC HEIGHT  -        245.537 (meters)      805.57  (feet) COMP
 ME0783  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME0783
 ME0783  VERT ORDER      -  SECOND    CLASS 0
 ME0783
 ME0783.This mark is at La Porte Airport (3LP)
 ME0783
 ME0783.The horizontal coordinates were scaled from a map and have
 ME0783.an estimated accuracy of +/- 6 seconds.
 ME0783
 ME0783.The orthometric height was determined by differential leveling and
 ME0783.adjusted by the NATIONAL GEODETIC SURVEY
 ME0783.in June 1991.
 ME0783
 ME0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0783.GEOID18 height accuracy estimate available here.
 ME0783
 ME0783.Click photographs - Photos may exist for this station.
 ME0783
 ME0783.The dynamic height is computed by dividing the NAVD 88
 ME0783.geopotential number by the normal gravity value computed on the
 ME0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0783.degrees latitude (g = 980.6199 gals.).
 ME0783
 ME0783.The modeled gravity was interpolated from observed gravity values.
 ME0783
 ME0783;                    North         East    Units  Estimated Accuracy
 ME0783;SPC IN W     -   702,510.      929,470.      MT  (+/- 180 meters Scaled)
 ME0783
 ME0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225026(NAD 83)
 ME0783
 ME0783                          SUPERSEDED SURVEY CONTROL
 ME0783
 ME0783  NGVD 29 (??/??/92)  245.732  (m)          806.21   (f) ADJ UNCH    2 0
 ME0783
 ME0783.Superseded values are not recommended for survey control.
 ME0783
 ME0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0783.See file dsdata.pdf to determine how the superseded data were derived.
 ME0783
 ME0783_MARKER: DB = BENCH MARK DISK
 ME0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0783_SP_SET: BUILDING
 ME0783_STAMPING: E 153 1946
 ME0783_MARK LOGO: CGS
 ME0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0783
 ME0783  HISTORY     - Date     Condition        Report By
 ME0783  HISTORY     - 1946     MONUMENTED       CGS
 ME0783
 ME0783                          STATION DESCRIPTION
 ME0783
 ME0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0783'2.1 MI S FROM LA PORTE.
 ME0783'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0783'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, THENCE ABOUT 1.7 MILES
 ME0783'SOUTH ALONG FIRST STREET, AT THE LA PORTE CITY AIRPORT, IN THE
 ME0783'SOUTH CEMENT BLOCK WALL OF THE NORTH HANGAR, 0.9 FOOT EAST OF
 ME0783'THE SOUTHWEST CORNER, AND 2.9 FEET ABOVE GROUND.  A BRONZE DISK,
 ME0783'STAMPED E 153 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0793 ***********************************************************************
 ME0793  DESIGNATION -  E 154
 ME0793  PID         -  ME0793
 ME0793  STATE/COUNTY-  IN/LA PORTE
 ME0793  COUNTRY     -  US
 ME0793  USGS QUAD   -  LAPORTE EAST (2019)
 ME0793
 ME0793                         *CURRENT SURVEY CONTROL
 ME0793  ______________________________________________________________________
 ME0793* NAD 83(1986) POSITION- 41 30 08.     (N) 086 38 26.     (W)   SCALED
 ME0793* NAVD 88 ORTHO HEIGHT -   220.814 (meters)      724.45  (feet) ADJUSTED
 ME0793  ______________________________________________________________________
 ME0793  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0793  DYNAMIC HEIGHT  -        220.726 (meters)      724.17  (feet) COMP
 ME0793  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 ME0793
 ME0793  VERT ORDER      -  SECOND    CLASS 0
 ME0793
 ME0793.The horizontal coordinates were scaled from a map and have
 ME0793.an estimated accuracy of +/- 6 seconds.
 ME0793
 ME0793.The orthometric height was determined by differential leveling and
 ME0793.adjusted by the NATIONAL GEODETIC SURVEY
 ME0793.in June 1991.
 ME0793
 ME0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0793.GEOID18 height accuracy estimate available here.
 ME0793
 ME0793.Click photographs - Photos may exist for this station.
 ME0793
 ME0793.The dynamic height is computed by dividing the NAVD 88
 ME0793.geopotential number by the normal gravity value computed on the
 ME0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0793.degrees latitude (g = 980.6199 gals.).
 ME0793
 ME0793.The modeled gravity was interpolated from observed gravity values.
 ME0793
 ME0793;                    North         East    Units  Estimated Accuracy
 ME0793;SPC IN W     -   694,430.      936,970.      MT  (+/- 180 meters Scaled)
 ME0793
 ME0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL299945(NAD 83)
 ME0793
 ME0793                          SUPERSEDED SURVEY CONTROL
 ME0793
 ME0793  NGVD 29 (??/??/92)  220.923  (m)          724.81   (f) ADJ UNCH    2 0
 ME0793
 ME0793.Superseded values are not recommended for survey control.
 ME0793
 ME0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0793.See file dsdata.pdf to determine how the superseded data were derived.
 ME0793
 ME0793_MARKER: DB = BENCH MARK DISK
 ME0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0793_STAMPING: E 154 1946
 ME0793_MARK LOGO: CGS
 ME0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0793+STABILITY: SURFACE MOTION
 ME0793
 ME0793  HISTORY     - Date     Condition        Report By
 ME0793  HISTORY     - 1946     MONUMENTED       CGS
 ME0793
 ME0793                          STATION DESCRIPTION
 ME0793
 ME0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0793'5 MI SW FROM STILLWELL.
 ME0793'ABOUT 5.0 MILES SOUTHWEST ALONG COUNTY ROADS FROM GRAND TRUNK
 ME0793'WESTERN RAILROAD STATION AT STILLWELL, IN THE KINGSBURY ORDNANCE
 ME0793'PLANT GROUNDS, AT THE JUNCTION OF UNION CENTER ROAD AND CENTRAL
 ME0793'ROAD, SET IN THE SOUTHEAST QUARTER OF THE JUNCTION, 30 FEET
 ME0793'EAST OF THE CENTER LINE OF UNION CENTER ROAD, 39 FEET SOUTH OF
 ME0793'THE CENTER LINE OF CENTRAL ROAD, 13 FEET EAST OF POWER POLE NUMBER
 ME0793'0/5, 106 FEET WEST OF POWER POLE NUMBER 332/145, 122 FEET NORTH
 ME0793'OF THE NORTH RAIL OF A RAILROAD TRACK, 2 FEET WEST OF A WHITE
 ME0793'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  A BRONZE
 ME0793'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0911 ***********************************************************************
 ME0911  DESIGNATION -  E 155
 ME0911  PID         -  ME0911
 ME0911  STATE/COUNTY-  IN/LA PORTE
 ME0911  COUNTRY     -  US
 ME0911  USGS QUAD   -  NEW CARLISLE (2019)
 ME0911
 ME0911                         *CURRENT SURVEY CONTROL
 ME0911  ______________________________________________________________________
 ME0911* NAD 83(1986) POSITION- 41 42 29.     (N) 086 31 30.     (W)   SCALED
 ME0911* NAVD 88 ORTHO HEIGHT -   241.175 (meters)      791.26  (feet) ADJUSTED
 ME0911  ______________________________________________________________________
 ME0911  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 ME0911  DYNAMIC HEIGHT  -        241.083 (meters)      790.95  (feet) COMP
 ME0911  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 ME0911
 ME0911  VERT ORDER      -  SECOND    CLASS 0
 ME0911
 ME0911.The horizontal coordinates were scaled from a map and have
 ME0911.an estimated accuracy of +/- 6 seconds.
 ME0911
 ME0911.The orthometric height was determined by differential leveling and
 ME0911.adjusted by the NATIONAL GEODETIC SURVEY
 ME0911.in June 1991.
 ME0911
 ME0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0911.GEOID18 height accuracy estimate available here.
 ME0911
 ME0911.Click photographs - Photos may exist for this station.
 ME0911
 ME0911.The dynamic height is computed by dividing the NAVD 88
 ME0911.geopotential number by the normal gravity value computed on the
 ME0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0911.degrees latitude (g = 980.6199 gals.).
 ME0911
 ME0911.The modeled gravity was interpolated from observed gravity values.
 ME0911
 ME0911;                    North         East    Units  Estimated Accuracy
 ME0911;SPC IN W     -   717,340.      946,470.      MT  (+/- 180 meters Scaled)
 ME0911
 ME0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM395174(NAD 83)
 ME0911
 ME0911                          SUPERSEDED SURVEY CONTROL
 ME0911
 ME0911  NGVD 29 (??/??/92)  241.278  (m)          791.59   (f) ADJ UNCH    2 0
 ME0911
 ME0911.Superseded values are not recommended for survey control.
 ME0911
 ME0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0911.See file dsdata.pdf to determine how the superseded data were derived.
 ME0911
 ME0911_MARKER: DB = BENCH MARK DISK
 ME0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0911_STAMPING: E 155 1946
 ME0911_MARK LOGO: CGS
 ME0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0911+STABILITY: SURFACE MOTION
 ME0911
 ME0911  HISTORY     - Date     Condition        Report By
 ME0911  HISTORY     - 1946     MONUMENTED       CGS
 ME0911  HISTORY     - 20150413 MARK NOT FOUND   INDOT
 ME0911
 ME0911                          STATION DESCRIPTION
 ME0911
 ME0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0911'0.9 MI W FROM NEW CARLISLE.
 ME0911'ABOUT 0.9 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0911'STATION AT NEW CARLISLE, AT THE LA PORTE-ST. JOSEPH COUNTY
 ME0911'LINE ROAD CROSSING, SET IN THE NORTH WEST ANGLE OF THE CROSSING,
 ME0911'49 FEET NORTHWEST OF A CROSSING FLASH SIGNAL, 58 FEET WEST OF THE
 ME0911'CENTER LINE OF THE COUNTY LINE ROAD, 28 FEET NORTH OF THE NORTH RAIL
 ME0911'OF THE WEST BOUND TRACK, 4 FEET SOUTH OF A TELEGRAPH POLE,
 ME0911'1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 ME0911'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0911'4 INCHES.
 ME0911
 ME0911                          STATION RECOVERY (2015)
 ME0911
 ME0911'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0911'AREA LEVELED FOR CONSTRUCTION OF RAILROAD DRIVEWAY. MOST LIKELY HAS
 ME0911'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1388 ***********************************************************************
 ME1388  DESIGNATION -  E 156
 ME1388  PID         -  ME1388
 ME1388  STATE/COUNTY-  IN/JASPER
 ME1388  COUNTRY     -  US
 ME1388  USGS QUAD   -  WHEATFIELD (2019)
 ME1388
 ME1388                         *CURRENT SURVEY CONTROL
 ME1388  ______________________________________________________________________
 ME1388* NAD 83(1986) POSITION- 41 10 21.     (N) 087 02 42.     (W)   SCALED
 ME1388* NAVD 88 ORTHO HEIGHT -   206.645 (meters)      677.97  (feet) ADJUSTED
 ME1388  ______________________________________________________________________
 ME1388  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME1388  DYNAMIC HEIGHT  -        206.557 (meters)      677.68  (feet) COMP
 ME1388  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 ME1388
 ME1388  VERT ORDER      -  SECOND    CLASS 0
 ME1388
 ME1388.The horizontal coordinates were scaled from a map and have
 ME1388.an estimated accuracy of +/- 6 seconds.
 ME1388
 ME1388.The orthometric height was determined by differential leveling and
 ME1388.adjusted by the NATIONAL GEODETIC SURVEY
 ME1388.in June 1991.
 ME1388
 ME1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1388.GEOID18 height accuracy estimate available here.
 ME1388
 ME1388.Click photographs - Photos may exist for this station.
 ME1388
 ME1388.The dynamic height is computed by dividing the NAVD 88
 ME1388.geopotential number by the normal gravity value computed on the
 ME1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1388.degrees latitude (g = 980.6199 gals.).
 ME1388
 ME1388.The modeled gravity was interpolated from observed gravity values.
 ME1388
 ME1388;                    North         East    Units  Estimated Accuracy
 ME1388;SPC IN W     -   657,720.      903,220.      MT  (+/- 180 meters Scaled)
 ME1388
 ME1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962579(NAD 83)
 ME1388
 ME1388                          SUPERSEDED SURVEY CONTROL
 ME1388
 ME1388  NGVD 29 (??/??/92)  206.738  (m)          678.27   (f) ADJ UNCH    2 0
 ME1388
 ME1388.Superseded values are not recommended for survey control.
 ME1388
 ME1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1388.See file dsdata.pdf to determine how the superseded data were derived.
 ME1388
 ME1388_MARKER: DB = BENCH MARK DISK
 ME1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1388_STAMPING: E 156 1946
 ME1388_MARK LOGO: CGS
 ME1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1388+STABILITY: SURFACE MOTION
 ME1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1388+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1388
 ME1388  HISTORY     - Date     Condition        Report By
 ME1388  HISTORY     - 1946     MONUMENTED       CGS
 ME1388  HISTORY     - 1968     GOOD             CGS
 ME1388  HISTORY     - 20120327 GOOD             IN-073
 ME1388
 ME1388                          STATION DESCRIPTION
 ME1388
 ME1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1388'2 MI S FROM WHEATFIELD.
 ME1388'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW
 ME1388'YORK CENTRAL RAILROAD STATION AT WHEATFIELD, 1.0 MILE SOUTH OF
 ME1388'THE INTERSECTION WITH STATE HIGHWAY 10, IN THE SOUTHEAST
 ME1388'QUARTER OF A CROSS ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 ME1388'ROAD LEADING EAST, 51 FEET EAST OF THE CENTER LINE OF THE
 ME1388'HIGHWAY, 25.5 FEET EAST OF POWER LINE POLE NUMBER 413/188, 6.5
 ME1388'FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT NORTHWEST
 ME1388'OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 ME1388'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS 8 FEET SW
 ME1388'OF POWER POLE 427-162, 1 FOOT NW OF A METAL WITNESS POST AND
 ME1388'PROJECTS 2 INCHES.
 ME1388
 ME1388                          STATION RECOVERY (1968)
 ME1388
 ME1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1388'RECOVERED IN GOOD CONDITION.
 ME1388
 ME1388                          STATION RECOVERY (2012)
 ME1388
 ME1388'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1386 ***********************************************************************
 ME1386  DESIGNATION -  E 157
 ME1386  PID         -  ME1386
 ME1386  STATE/COUNTY-  IN/JASPER
 ME1386  COUNTRY     -  US
 ME1386  USGS QUAD   -  PARR (2019)
 ME1386
 ME1386                         *CURRENT SURVEY CONTROL
 ME1386  ______________________________________________________________________
 ME1386* NAD 83(1986) POSITION- 41 02 30.     (N) 087 10 48.     (W)   SCALED
 ME1386* NAVD 88 ORTHO HEIGHT -   209.184 (meters)      686.30  (feet) ADJUSTED
 ME1386  ______________________________________________________________________
 ME1386  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 ME1386  DYNAMIC HEIGHT  -        209.094 (meters)      686.00  (feet) COMP
 ME1386  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 ME1386
 ME1386  VERT ORDER      -  SECOND    CLASS 0
 ME1386
 ME1386.The horizontal coordinates were scaled from a map and have
 ME1386.an estimated accuracy of +/- 6 seconds.
 ME1386
 ME1386.The orthometric height was determined by differential leveling and
 ME1386.adjusted by the NATIONAL GEODETIC SURVEY
 ME1386.in June 1991.
 ME1386
 ME1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1386.GEOID18 height accuracy estimate available here.
 ME1386
 ME1386.Click photographs - Photos may exist for this station.
 ME1386
 ME1386.The dynamic height is computed by dividing the NAVD 88
 ME1386.geopotential number by the normal gravity value computed on the
 ME1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1386.degrees latitude (g = 980.6199 gals.).
 ME1386
 ME1386.The modeled gravity was interpolated from observed gravity values.
 ME1386
 ME1386;                    North         East    Units  Estimated Accuracy
 ME1386;SPC IN W     -   643,190.      891,870.      MT  (+/- 180 meters Scaled)
 ME1386
 ME1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848433(NAD 83)
 ME1386
 ME1386                          SUPERSEDED SURVEY CONTROL
 ME1386
 ME1386  NGVD 29 (??/??/92)  209.271  (m)          686.58   (f) ADJ UNCH    2 0
 ME1386
 ME1386.Superseded values are not recommended for survey control.
 ME1386
 ME1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1386.See file dsdata.pdf to determine how the superseded data were derived.
 ME1386
 ME1386_MARKER: DB = BENCH MARK DISK
 ME1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1386_STAMPING: E 157 1946
 ME1386_MARK LOGO: CGS
 ME1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1386+STABILITY: SURFACE MOTION
 ME1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1386+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1386
 ME1386  HISTORY     - Date     Condition        Report By
 ME1386  HISTORY     - 1946     MONUMENTED       CGS
 ME1386  HISTORY     - 1968     GOOD             CGS
 ME1386  HISTORY     - 20080921 GOOD             GEOCAC
 ME1386  HISTORY     - 20120327 GOOD             IN-073
 ME1386
 ME1386                          STATION DESCRIPTION
 ME1386
 ME1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1386'5 MI S FROM VIRGIE.
 ME1386'ABOUT 5.0 MILES SOUTH ALONG CO. RD. 700 W FROM THE CROSS ROAD
 ME1386'AT VIRGIE, ABOUT 0.7 MILE SOUTH OF ST. JOHN LUTHERAN CHURCH AND
 ME1386'CEMETERY, 1.0 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY 14
 ME1386'AT ROSEBUD, AT THE T JUNCTION WITH A GRAVEL ROAD LEADING EAST,
 ME1386'(200 N), ABOUT 25 YARDS SOUTHWEST OF A WINDMILL, 21 FEET NORTH
 ME1386'OF THE CENTER LINE OF THE ROAD LEADING EAST, 42 FEET EAST OF
 ME1386'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18.5 FEET EAST OF A
 ME1386'CONCRETE CORNER FENCE POST, 1 FOOT SOUTH OF A WIRE FENCE LINE,
 ME1386'1 FOOT ABOVE THE LEVEL OF THE JUNCTION, SET IN THE TOP OF A
 ME1386'CONCRETE POST PROJECTING ABOUT 2 INCHES.  MARK IS ONE FOOT WEST
 ME1386'OF A METAL WITNESS POST.
 ME1386
 ME1386                          STATION RECOVERY (1968)
 ME1386
 ME1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1386'RECOVERED IN GOOD CONDITION.
 ME1386
 ME1386                          STATION RECOVERY (2008)
 ME1386
 ME1386'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1386'RECOVERED IN GOOD CONDITION.
 ME1386
 ME1386                          STATION RECOVERY (2012)
 ME1386
 ME1386'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1190 ***********************************************************************
 MD1190  DESIGNATION -  E 159
 MD1190  PID         -  MD1190
 MD1190  STATE/COUNTY-  IN/NOBLE
 MD1190  COUNTRY     -  US
 MD1190  USGS QUAD   -  LIGONIER (2019)
 MD1190
 MD1190                         *CURRENT SURVEY CONTROL
 MD1190  ______________________________________________________________________
 MD1190* NAD 83(1997) POSITION- 41 27 13.07645(N) 085 35 13.23358(W)   ADJUSTED
 MD1190* NAVD 88 ORTHO HEIGHT -   283.136 (meters)      928.92  (feet) ADJUSTED
 MD1190  ______________________________________________________________________
 MD1190  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 MD1190  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 MD1190  DYNAMIC HEIGHT  -        283.019 (meters)      928.54  (feet) COMP
 MD1190  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 MD1190
 MD1190  HORZ ORDER      -  SECOND
 MD1190  VERT ORDER      -  SECOND    CLASS 0
 MD1190
 MD1190.The horizontal coordinates were established by classical geodetic methods
 MD1190.and adjusted by the National Geodetic Survey in May 1999.
 MD1190
 MD1190.The orthometric height was determined by differential leveling and
 MD1190.adjusted by the NATIONAL GEODETIC SURVEY
 MD1190.in June 1991.
 MD1190
 MD1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1190.GEOID18 height accuracy estimate available here.
 MD1190
 MD1190.Click photographs - Photos may exist for this station.
 MD1190
 MD1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1190
 MD1190.The dynamic height is computed by dividing the NAVD 88
 MD1190.geopotential number by the normal gravity value computed on the
 MD1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1190.degrees latitude (g = 980.6199 gals.).
 MD1190
 MD1190.The modeled gravity was interpolated from observed gravity values.
 MD1190
 MD1190. The following values were computed from the NAD 83(1997) position.
 MD1190
 MD1190;                    North         East     Units Scale Factor Converg.
 MD1190;SPC IN E     -   688,939.215   106,655.603   MT  0.99996721   +0 03 09.8
 MD1190;SPC IN E     - 2,260,294.74    349,919.26   sFT  0.99996721   +0 03 09.8
 MD1190;UTM  16      - 4,590,080.037   618,017.698   MT  0.99977141   +0 56 07.9
 MD1190
 MD1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1190!SPC IN E     -   0.99996083  x   0.99996721  =   0.99992804
 MD1190!UTM  16      -   0.99996083  x   0.99977141  =   0.99973225
 MD1190
 MD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1801790080(NAD 83)
 MD1190
 MD1190                          SUPERSEDED SURVEY CONTROL
 MD1190
 MD1190  NAD 83(1995)-  41 27 13.07859(N)    085 35 13.24108(W) AD(       ) 2
 MD1190  NAD 83(1986)-  41 27 13.07800(N)    085 35 13.24389(W) AD(       ) 2
 MD1190  NAD 27      -  41 27 12.90010(N)    085 35 13.30320(W) AD(       ) 2
 MD1190  NGVD 29 (??/??/92)  283.262  (m)          929.34   (f) ADJ UNCH    2 0
 MD1190  NGVD 29             283.26   (m)          929.3    (f) LEVELING    3  
 MD1190
 MD1190.Superseded values are not recommended for survey control.
 MD1190
 MD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1190.See file dsdata.pdf to determine how the superseded data were derived.
 MD1190
 MD1190_MARKER: DB = BENCH MARK DISK
 MD1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1190_SP_SET: BUILDING
 MD1190_STAMPING: E 159 1946
 MD1190_MARK LOGO: CGS
 MD1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1190
 MD1190  HISTORY     - Date     Condition        Report By
 MD1190  HISTORY     - 1947     MONUMENTED       CGS
 MD1190  HISTORY     - 1960     GOOD             CGS
 MD1190  HISTORY     - 1960     GOOD             CGS
 MD1190  HISTORY     - 1974     GOOD             NGS
 MD1190  HISTORY     - 1974     GOOD             NGS
 MD1190
 MD1190                          STATION DESCRIPTION
 MD1190
 MD1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1190'STATION IS LOCATED NEAR THE JUNCTION OF U.S. HIGHWAYS 6 AND 33 ONE
 MD1190'MILE SOUTH OF
 MD1190'LIGONIER IN THE INDIANA STATE POLICE POST NO. 2 BUILDING.  IT IS IN
 MD1190'THE WEST WALL OF THE BUILDING, 3
 MD1190'FEET ABOVE THE GROUND LEVEL AND 1 FOOT SOUTH OF THE NORTHWEST
 MD1190'CORNER OF THE BUILDING.  THE MARK IS A
 MD1190'STANDARD USC AND GS B.M. DISK SET FLUSH IN THE BRICK
 MD1190'WALL STAMPED E 159 1946.  A TRAVERSE CONNECTION WAS MADE
 MD1190'TO TRIANGULATION STATION
 MD1190'LIGONIER AND THE DISTANCE WAS FOUND TO BE 237.05 FEET (72.253 METERS.
 MD1190'
 MD1190'THIS IS A TRAVERSE STATION
 MD1190
 MD1190                          STATION RECOVERY (1960)
 MD1190
 MD1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1190'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MD1190
 MD1190                          STATION RECOVERY (1960)
 MD1190
 MD1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MD1190'0.9 MI S FROM LIGONIER.
 MD1190'ABOUT 0.9 MILE S OF THE POST OFFICE IN LIGONIER, AN ESTIMATED 0.1
 MD1190'MILE NNW OF THE INTERSECTION OF NOS. 6 AND 33 U.S. HIGHWAYS, AT
 MD1190'THE NW CORNER OF THE LARGE BRICK BUILDING OF THE INDIANA STATE
 MD1190'POLICE POST NO. 2, 1.4 FEET S OF THE NW CORNER AND 3 FEET ABOVE
 MD1190'THE AREA PAVEMENT AROUND THE BUILDING.
 MD1190
 MD1190                          STATION RECOVERY (1974)
 MD1190
 MD1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MD1190'RECOVERED IN GOOD CONDITION.
 MD1190
 MD1190                          STATION RECOVERY (1974)
 MD1190
 MD1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MD1190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1227 ***********************************************************************
 LB1227  DESIGNATION -  E 16
 LB1227  PID         -  LB1227
 LB1227  STATE/COUNTY-  IN/BENTON
 LB1227  COUNTRY     -  US
 LB1227  USGS QUAD   -  BOSWELL (2019)
 LB1227
 LB1227                         *CURRENT SURVEY CONTROL
 LB1227  ______________________________________________________________________
 LB1227* NAD 83(1986) POSITION- 40 32 06.     (N) 087 28 01.     (W)   SCALED
 LB1227* NAVD 88 ORTHO HEIGHT -   233.003 (meters)      764.44  (feet) ADJUSTED
 LB1227  ______________________________________________________________________
 LB1227  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 LB1227  DYNAMIC HEIGHT  -        232.890 (meters)      764.07  (feet) COMP
 LB1227  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB1227
 LB1227  VERT ORDER      -  FIRST     CLASS II
 LB1227
 LB1227.The horizontal coordinates were scaled from a map and have
 LB1227.an estimated accuracy of +/- 6 seconds.
 LB1227
 LB1227.The orthometric height was determined by differential leveling and
 LB1227.adjusted by the NATIONAL GEODETIC SURVEY
 LB1227.in June 1991.
 LB1227
 LB1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1227.GEOID18 height accuracy estimate available here.
 LB1227
 LB1227.Click photographs - Photos may exist for this station.
 LB1227
 LB1227.The dynamic height is computed by dividing the NAVD 88
 LB1227.geopotential number by the normal gravity value computed on the
 LB1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1227.degrees latitude (g = 980.6199 gals.).
 LB1227
 LB1227.The modeled gravity was interpolated from observed gravity values.
 LB1227
 LB1227;                    North         East    Units  Estimated Accuracy
 LB1227;SPC IN W     -   586,990.      867,500.      MT  (+/- 180 meters Scaled)
 LB1227
 LB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK604872(NAD 83)
 LB1227
 LB1227                          SUPERSEDED SURVEY CONTROL
 LB1227
 LB1227  NGVD 29 (??/??/92)  233.04   (m)          764.6    (f) COMPUTED    1 2
 LB1227
 LB1227.Superseded values are not recommended for survey control.
 LB1227
 LB1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1227.See file dsdata.pdf to determine how the superseded data were derived.
 LB1227
 LB1227_MARKER: DB = BENCH MARK DISK
 LB1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1227_STAMPING: E 16 1934
 LB1227_MARK LOGO: CGS
 LB1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1227+STABILITY: SURFACE MOTION
 LB1227
 LB1227  HISTORY     - Date     Condition        Report By
 LB1227  HISTORY     - 1934     MONUMENTED       CGS
 LB1227
 LB1227                          STATION DESCRIPTION
 LB1227
 LB1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1227'2.4 MI N FROM HANDY.
 LB1227'2.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1227'STATION AT HANDY, BENTON COUNTY, 1/4 MILE SOUTH OF MILEPOST 97,
 LB1227'AT A DIRT-ROAD CROSSING, 34.5 FEET NORTH OF THE ROAD, 51 FEET
 LB1227'EAST OF THE EAST RAIL, AT A FENCE CORNER, AND 4 FEET LOWER THAN
 LB1227'THE RAIL.  A STANDARD DISK, STAMPED E 16 1934 AND SET IN THE
 LB1227'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1166 ***********************************************************************
 MD1166  DESIGNATION -  E 161
 MD1166  PID         -  MD1166
 MD1166  STATE/COUNTY-  IN/NOBLE
 MD1166  COUNTRY     -  US
 MD1166  USGS QUAD   -  ORMAS (2019)
 MD1166
 MD1166                         *CURRENT SURVEY CONTROL
 MD1166  ______________________________________________________________________
 MD1166* NAD 83(1986) POSITION- 41 21 07.     (N) 085 32 44.     (W)   SCALED
 MD1166* NAVD 88 ORTHO HEIGHT -   287.175 (meters)      942.17  (feet) ADJUSTED
 MD1166  ______________________________________________________________________
 MD1166  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 MD1166  DYNAMIC HEIGHT  -        287.056 (meters)      941.78  (feet) COMP
 MD1166  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 MD1166
 MD1166  VERT ORDER      -  SECOND    CLASS 0
 MD1166
 MD1166.The horizontal coordinates were scaled from a map and have
 MD1166.an estimated accuracy of +/- 6 seconds.
 MD1166
 MD1166.The orthometric height was determined by differential leveling and
 MD1166.adjusted by the NATIONAL GEODETIC SURVEY
 MD1166.in June 1991.
 MD1166
 MD1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1166.GEOID18 height accuracy estimate available here.
 MD1166
 MD1166.Click photographs - Photos may exist for this station.
 MD1166
 MD1166.The dynamic height is computed by dividing the NAVD 88
 MD1166.geopotential number by the normal gravity value computed on the
 MD1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1166.degrees latitude (g = 980.6199 gals.).
 MD1166
 MD1166.The modeled gravity was interpolated from observed gravity values.
 MD1166
 MD1166;                    North         East    Units  Estimated Accuracy
 MD1166;SPC IN E     -   677,650.      110,140.      MT  (+/- 180 meters Scaled)
 MD1166
 MD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL216788(NAD 83)
 MD1166
 MD1166                          SUPERSEDED SURVEY CONTROL
 MD1166
 MD1166  NGVD 29 (??/??/92)  287.306  (m)          942.60   (f) ADJ UNCH    2 0
 MD1166
 MD1166.Superseded values are not recommended for survey control.
 MD1166
 MD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1166.See file dsdata.pdf to determine how the superseded data were derived.
 MD1166
 MD1166_MARKER: DB = BENCH MARK DISK
 MD1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1166_STAMPING: E 161 1946
 MD1166_MARK LOGO: CGS
 MD1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1166+STABILITY: SURFACE MOTION
 MD1166
 MD1166  HISTORY     - Date     Condition        Report By
 MD1166  HISTORY     - 1946     MONUMENTED       CGS
 MD1166  HISTORY     - 1961     GOOD             CGS
 MD1166
 MD1166                          STATION DESCRIPTION
 MD1166
 MD1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1166'3.5 MI S FROM KIMMELL.
 MD1166'ABOUT 1.1 MILES SOUTHERLY ALONG NO. 33 U.S. HIGHWAY FROM THE
 MD1166'BRIDGE OVER R.R. AT W EDGE OF KIMMELL, THENCE 2.4 MILES S ON
 MD1166'ASPHALT COUNTY ROAD, ON OUTSIDE (NW) OF SHARP CURVE, 78 FEET NW
 MD1166'OF CENTER LINE OF ROAD, ON THE PROJECTED CENTER LINE OF THE
 MD1166'TANGENT FROM THE SOUTH, 12 FEET N OF PROJECTED CENTER LINE OF
 MD1166'THE SHORT TANGENT FROM THE EAST, 1.4 FEET HIGHER THAN NEAREST
 MD1166'CENTER OF THE ROAD, 20 FEET E OF FENCE CORNER, 1.4 FEET W OF
 MD1166'STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1078 ***********************************************************************
 MD1078  DESIGNATION -  E 162
 MD1078  PID         -  MD1078
 MD1078  STATE/COUNTY-  IN/NOBLE
 MD1078  COUNTRY     -  US
 MD1078  USGS QUAD   -  LIGONIER (2019)
 MD1078
 MD1078                         *CURRENT SURVEY CONTROL
 MD1078  ______________________________________________________________________
 MD1078* NAD 83(1986) POSITION- 41 27 35.     (N) 085 30 00.     (W)   SCALED
 MD1078* NAVD 88 ORTHO HEIGHT -   272.390 (meters)      893.67  (feet) ADJUSTED
 MD1078  ______________________________________________________________________
 MD1078  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 MD1078  DYNAMIC HEIGHT  -        272.277 (meters)      893.30  (feet) COMP
 MD1078  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 MD1078
 MD1078  VERT ORDER      -  SECOND    CLASS 0
 MD1078
 MD1078.The horizontal coordinates were scaled from a map and have
 MD1078.an estimated accuracy of +/- 6 seconds.
 MD1078
 MD1078.The orthometric height was determined by differential leveling and
 MD1078.adjusted by the NATIONAL GEODETIC SURVEY
 MD1078.in June 1991.
 MD1078
 MD1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1078.GEOID18 height accuracy estimate available here.
 MD1078
 MD1078.Click photographs - Photos may exist for this station.
 MD1078
 MD1078.The dynamic height is computed by dividing the NAVD 88
 MD1078.geopotential number by the normal gravity value computed on the
 MD1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1078.degrees latitude (g = 980.6199 gals.).
 MD1078
 MD1078.The modeled gravity was interpolated from observed gravity values.
 MD1078
 MD1078;                    North         East    Units  Estimated Accuracy
 MD1078;SPC IN E     -   689,630.      113,920.      MT  (+/- 180 meters Scaled)
 MD1078
 MD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252908(NAD 83)
 MD1078
 MD1078                          SUPERSEDED SURVEY CONTROL
 MD1078
 MD1078  NGVD 29 (??/??/92)  272.522  (m)          894.10   (f) ADJ UNCH    2 0
 MD1078
 MD1078.Superseded values are not recommended for survey control.
 MD1078
 MD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1078.See file dsdata.pdf to determine how the superseded data were derived.
 MD1078
 MD1078_MARKER: DB = BENCH MARK DISK
 MD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1078_STAMPING: E 162 1946
 MD1078_MARK LOGO: CGS
 MD1078_PROJECTION: FLUSH
 MD1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1078+STABILITY: SURFACE MOTION
 MD1078
 MD1078  HISTORY     - Date     Condition        Report By
 MD1078  HISTORY     - 1946     MONUMENTED       CGS
 MD1078  HISTORY     - 1961     GOOD             CGS
 MD1078
 MD1078                          STATION DESCRIPTION
 MD1078
 MD1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1078'0.9 MI W FROM WAWAKA.
 MD1078'ABOUT 0.9 MILE W ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1078'STATION IN WAWAKA, AT A PRIVATE ROAD CROSSING, 39-1/2 FEET S
 MD1078'OF S RAIL OF DOUBLE TRACKS, 3.5 FEET LOWER THAN TOP OF SAME,
 MD1078'35 FEET E OF CENTER LINE OF GRAVEL ROAD, 24 FEET E OF CENTER OF
 MD1078'A 3-FOOT OAK THAT IS ALSO A FENCE CORNER POST, 12 FEET W OF THE
 MD1078'S ONE OF TELEPHONE DOUBLE POLES, AND FLUSH WITH THE GROUND
 MD1078'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0853 ***********************************************************************
 MD0853  DESIGNATION -  E 163
 MD0853  PID         -  MD0853
 MD0853  STATE/COUNTY-  IN/NOBLE
 MD0853  COUNTRY     -  US
 MD0853  USGS QUAD   -  GARRETT (2019)
 MD0853
 MD0853                         *CURRENT SURVEY CONTROL
 MD0853  ______________________________________________________________________
 MD0853* NAD 83(1986) POSITION- 41 21 22.     (N) 085 14 08.     (W)   SCALED
 MD0853* NAVD 88 ORTHO HEIGHT -   283.996 (meters)      931.74  (feet) ADJUSTED
 MD0853  ______________________________________________________________________
 MD0853  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 MD0853  DYNAMIC HEIGHT  -        283.883 (meters)      931.37  (feet) COMP
 MD0853  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 MD0853
 MD0853  VERT ORDER      -  SECOND    CLASS 0
 MD0853
 MD0853.The horizontal coordinates were scaled from a map and have
 MD0853.an estimated accuracy of +/- 6 seconds.
 MD0853
 MD0853.The orthometric height was determined by differential leveling and
 MD0853.adjusted by the NATIONAL GEODETIC SURVEY
 MD0853.in June 1991.
 MD0853
 MD0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0853.GEOID18 height accuracy estimate available here.
 MD0853
 MD0853.Click photographs - Photos may exist for this station.
 MD0853
 MD0853.The dynamic height is computed by dividing the NAVD 88
 MD0853.geopotential number by the normal gravity value computed on the
 MD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0853.degrees latitude (g = 980.6199 gals.).
 MD0853
 MD0853.The modeled gravity was interpolated from observed gravity values.
 MD0853
 MD0853;                    North         East    Units  Estimated Accuracy
 MD0853;SPC IN E     -   678,200.      136,080.      MT  (+/- 180 meters Scaled)
 MD0853
 MD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL475797(NAD 83)
 MD0853
 MD0853                          SUPERSEDED SURVEY CONTROL
 MD0853
 MD0853  NGVD 29 (??/??/92)  284.139  (m)          932.21   (f) ADJ UNCH    2 0
 MD0853
 MD0853.Superseded values are not recommended for survey control.
 MD0853
 MD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0853.See file dsdata.pdf to determine how the superseded data were derived.
 MD0853
 MD0853_MARKER: DB = BENCH MARK DISK
 MD0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0853_SP_SET: ABUTMENT
 MD0853_STAMPING: E 163 1946
 MD0853_MARK LOGO: CGS
 MD0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0853+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2018
 MD0853
 MD0853  HISTORY     - Date     Condition        Report By
 MD0853  HISTORY     - 1946     MONUMENTED       CGS
 MD0853  HISTORY     - 1962     GOOD             CGS
 MD0853  HISTORY     - 20180510 GOOD             INDOT
 MD0853
 MD0853                          STATION DESCRIPTION
 MD0853
 MD0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0853'0.7 MI SE FROM AVILLA.
 MD0853'ABOUT 0.7 MILE SE ALONG NO. 3 INDIANA HWY. FROM ITS JUNCTION WITH
 MD0853'NO. 8 HWY. AT THE MAIN CORNER IN AVILLA, 19 FEET E OF CENTER LINE
 MD0853'OF 20-FOOT CONCRETE PAVEMENT, 49 FEET N OF CENTER LINE OF
 MD0853'BALTIMORE AND OHIO RAILROAD TRACKS, ABOUT 4 FEET HIGHER THAN THE
 MD0853'HWY., IN A DRILL HOLE, 0.8 FOOT S OF N END AND 0.7 FOOT E OF W
 MD0853'FACE OF THE LOWEST LEVEL OF THE STEPPED-SLOPE OF THE E ABUTMENT
 MD0853'OF RAILROAD BRIDGE OVER HIGHWAY.
 MD0853
 MD0853                          STATION RECOVERY (2018)
 MD0853
 MD0853'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 MD0853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1226 ***********************************************************************
 MD1226  DESIGNATION -  E 164
 MD1226  PID         -  MD1226
 MD1226  STATE/COUNTY-  IN/KOSCIUSKO
 MD1226  COUNTRY     -  US
 MD1226  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1226
 MD1226                         *CURRENT SURVEY CONTROL
 MD1226  ______________________________________________________________________
 MD1226* NAD 83(1986) POSITION- 41 17 40.     (N) 085 39 59.     (W)   SCALED
 MD1226* NAVD 88 ORTHO HEIGHT -   271.058 (meters)      889.30  (feet) ADJUSTED
 MD1226  ______________________________________________________________________
 MD1226  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 MD1226  DYNAMIC HEIGHT  -        270.945 (meters)      888.93  (feet) COMP
 MD1226  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 MD1226
 MD1226  VERT ORDER      -  SECOND    CLASS 0
 MD1226
 MD1226.The horizontal coordinates were scaled from a map and have
 MD1226.an estimated accuracy of +/- 6 seconds.
 MD1226
 MD1226.The orthometric height was determined by differential leveling and
 MD1226.adjusted by the NATIONAL GEODETIC SURVEY
 MD1226.in June 1991.
 MD1226
 MD1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1226.GEOID18 height accuracy estimate available here.
 MD1226
 MD1226.Click photographs - Photos may exist for this station.
 MD1226
 MD1226.The dynamic height is computed by dividing the NAVD 88
 MD1226.geopotential number by the normal gravity value computed on the
 MD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1226.degrees latitude (g = 980.6199 gals.).
 MD1226
 MD1226.The modeled gravity was interpolated from observed gravity values.
 MD1226
 MD1226;                    North         East    Units  Estimated Accuracy
 MD1226;SPC IN E     -   671,260.      100,020.      MT  (+/- 180 meters Scaled)
 MD1226
 MD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL116723(NAD 83)
 MD1226
 MD1226                          SUPERSEDED SURVEY CONTROL
 MD1226
 MD1226  NGVD 29 (??/??/92)  271.185  (m)          889.71   (f) ADJ UNCH    2 0
 MD1226
 MD1226.Superseded values are not recommended for survey control.
 MD1226
 MD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1226.See file dsdata.pdf to determine how the superseded data were derived.
 MD1226
 MD1226_MARKER: DB = BENCH MARK DISK
 MD1226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1226_SP_SET: FENCE POST
 MD1226_STAMPING: E 164 1946
 MD1226_MARK LOGO: CGS
 MD1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1226
 MD1226  HISTORY     - Date     Condition        Report By
 MD1226  HISTORY     - 1946     MONUMENTED       CGS
 MD1226  HISTORY     - 19971125 GOOD             USPSQD
 MD1226
 MD1226                          STATION DESCRIPTION
 MD1226
 MD1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1226'7.6 MI SE FROM OSWEGO.
 MD1226'5.45 MILES EAST ALONG A PAVED ROAD FROM THE TIPPECANOE RIVER
 MD1226'BRIDGE AT OSWEGO, THENCE ABOUT 1.0 MILE SOUTH ALONG STATE
 MD1226'HIGHWAY 13, THENCE ABOUT 1.2 MILE EAST ALONG A COUNTY ROAD,
 MD1226'AT THE JUNCTION OF A NORTH-SOUTH ROAD, AND AN OLD BRICK SCHOOL
 MD1226'OCCUPIED BY THE HICKORY GROVE COMMUNITY CLUB, 16 FEET EAST OF
 MD1226'THE CENTER LINE OF THE NORTH-SOUTH ROAD, APPROXIMATELY IN LINE
 MD1226'WITH THE CENTER LINE OF THE ROAD WEST, AND SET IN THE TOP OF
 MD1226'THE NORTHWEST CORNER OF A LARGE ANGLE SHAPED CONCRETE CORNER
 MD1226'FENCE POST, 4.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER,
 MD1226'ABOUT 4.5 FEET ABOVE THE ROAD, AND SET IN A DRILL HOLE.  MARK
 MD1226'MAY BE REACHED FROM THE POST OFFICE AT NORTH WEBSTER BY GOING
 MD1226'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 13, THENCE ABOUT 1.2
 MD1226'MILE EAST ALONG A COUNTY ROAD.  MARK MAY BE REACHED FROM THE
 MD1226'CHURCH OF GOD AT WILMOT BY GOING 0.55 MILE SOUTH ALONG STATE
 MD1226'HIGHWAY 5, THENCE ABOUT 1.25 MILE WEST, THENCE ABOUT 0.5 MILE
 MD1226'SOUTH ALONG COUNTY ROADS.
 MD1226
 MD1226                          STATION RECOVERY (1997)
 MD1226
 MD1226'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0024 ***********************************************************************
 ME0024  DESIGNATION -  E 167
 ME0024  PID         -  ME0024
 ME0024  STATE/COUNTY-  IN/ST JOSEPH
 ME0024  COUNTRY     -  US
 ME0024  USGS QUAD   -  LAKEVILLE (2019)
 ME0024
 ME0024                         *CURRENT SURVEY CONTROL
 ME0024  ______________________________________________________________________
 ME0024* NAD 83(1986) POSITION- 41 30 27.     (N) 086 17 24.     (W)   SCALED
 ME0024* NAVD 88 ORTHO HEIGHT -   265.525 (meters)      871.14  (feet) ADJUSTED
 ME0024  ______________________________________________________________________
 ME0024  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0024  DYNAMIC HEIGHT  -        265.416 (meters)      870.79  (feet) COMP
 ME0024  MODELED GRAVITY -    980,205.8   (mgal)                       NAVD 88
 ME0024
 ME0024  VERT ORDER      -  SECOND    CLASS 0
 ME0024
 ME0024.The horizontal coordinates were scaled from a map and have
 ME0024.an estimated accuracy of +/- 6 seconds.
 ME0024
 ME0024.The orthometric height was determined by differential leveling and
 ME0024.adjusted by the NATIONAL GEODETIC SURVEY
 ME0024.in June 1991.
 ME0024
 ME0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0024.GEOID18 height accuracy estimate available here.
 ME0024
 ME0024.Click photographs - Photos may exist for this station.
 ME0024
 ME0024.The dynamic height is computed by dividing the NAVD 88
 ME0024.geopotential number by the normal gravity value computed on the
 ME0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0024.degrees latitude (g = 980.6199 gals.).
 ME0024
 ME0024.The modeled gravity was interpolated from observed gravity values.
 ME0024
 ME0024;                    North         East    Units  Estimated Accuracy
 ME0024;SPC IN E     -   695,110.       47,960.      MT  (+/- 180 meters Scaled)
 ME0024
 ME0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL592953(NAD 83)
 ME0024
 ME0024                          SUPERSEDED SURVEY CONTROL
 ME0024
 ME0024  NGVD 29 (??/??/92)  265.63   (m)          871.5    (f) COMPUTED    2 0
 ME0024
 ME0024.Superseded values are not recommended for survey control.
 ME0024
 ME0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0024.See file dsdata.pdf to determine how the superseded data were derived.
 ME0024
 ME0024_MARKER: DB = BENCH MARK DISK
 ME0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0024_STAMPING: E 167 1946
 ME0024_MARK LOGO: CGS
 ME0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0024+STABILITY: SURFACE MOTION
 ME0024
 ME0024  HISTORY     - Date     Condition        Report By
 ME0024  HISTORY     - 1946     MONUMENTED       CGS
 ME0024  HISTORY     - 1983     GOOD             USPSQD
 ME0024  HISTORY     - 19940819 GOOD             USPSQD
 ME0024
 ME0024                          STATION DESCRIPTION
 ME0024
 ME0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0024'1.9 MI SW FROM LAKEVILLE.
 ME0024'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE HIGH
 ME0024'SCHOOL AT LAKEVILLE, ABOUT 0.9 MILE SOUTHWEST OF THE CROSSING
 ME0024'OF THE PENNSYLVANIA RAILROAD, AT THE JUNCTION OF RILEY ROAD
 ME0024'LEADING WEST, ACROSS THE HIGHWAY FROM A SINCLAIR SERVICE STATION,
 ME0024'50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 ME0024'NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTHWEST OF POWER
 ME0024'POLE J 507/60, 1.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST,
 ME0024'ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A
 ME0024'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0024
 ME0024                          STATION RECOVERY (1983)
 ME0024
 ME0024'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0024'CHANGE HIGH SHCOOL TO ELEMENTARY SCHOOL.
 ME0024
 ME0024                          STATION RECOVERY (1994)
 ME0024
 ME0024'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0025 ***********************************************************************
 ME0025  DESIGNATION -  E 167 RESET
 ME0025  PID         -  ME0025
 ME0025  STATE/COUNTY-  IN/ST JOSEPH
 ME0025  COUNTRY     -  US
 ME0025  USGS QUAD   -  LAKEVILLE (2019)
 ME0025
 ME0025                         *CURRENT SURVEY CONTROL
 ME0025  ______________________________________________________________________
 ME0025* NAD 83(1986) POSITION- 41 30 27.     (N) 086 17 23.     (W)   SCALED
 ME0025* NAVD 88 ORTHO HEIGHT -   265.59  (meters)      871.4   (feet) RESET
 ME0025  ______________________________________________________________________
 ME0025  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0025  VERT ORDER      -  THIRD
 ME0025
 ME0025.The horizontal coordinates were scaled from a map and have
 ME0025.an estimated accuracy of +/- 6 seconds.
 ME0025
 ME0025.The orthometric height was computed from unverified reset data.
 ME0025
 ME0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0025.GEOID18 height accuracy estimate available here.
 ME0025
 ME0025.Click photographs - Photos may exist for this station.
 ME0025
 ME0025;                    North         East    Units  Estimated Accuracy
 ME0025;SPC IN E     -   695,110.       47,990.      MT  (+/- 180 meters Scaled)
 ME0025
 ME0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL592953(NAD 83)
 ME0025
 ME0025                          SUPERSEDED SURVEY CONTROL
 ME0025
 ME0025  NGVD 29 (??/??/??)  265.70   (m)          871.7    (f) RESET       3  
 ME0025
 ME0025.Superseded values are not recommended for survey control.
 ME0025
 ME0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0025.See file dsdata.pdf to determine how the superseded data were derived.
 ME0025
 ME0025_MARKER: DB = BENCH MARK DISK
 ME0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0025_STAMPING: E 167 RESET
 ME0025_MARK LOGO: CGS
 ME0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0025+STABILITY: SURFACE MOTION
 ME0025
 ME0025  HISTORY     - Date     Condition        Report By
 ME0025  HISTORY     - 1955     MONUMENTED       CGS
 ME0025  HISTORY     - 1990     GOOD             USPSQD
 ME0025
 ME0025                          STATION DESCRIPTION
 ME0025
 ME0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 ME0025'1.9 MI SW FROM LAKEVILLE.
 ME0025'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE HIGH
 ME0025'SCHOOL AT LAKEVILLE, ABOUT 0.9 MILE SOUTHWEST OF THE CROSSING
 ME0025'OF THE PENNSYLVANIA RAILROAD, LOCATED AT THE NORTHWEST CORNER
 ME0025'OF U.S. HIGHWAY 31, AND RILEY ROAD, 30 FEET NORTH OF THE
 ME0025'CENTERLINE OF RILEY ROAD (BLACK TOP), AND 71 FEET WEST OF THE
 ME0025'CENTERLINE OF THE SOUTH-BOUND PAVEMENT (CONCRETE) ON U.S. HIGHWAY
 ME0025'31, ON TOP OF A CONCRETE POST SET ABOUT 1 FOOT ABOVE THE GROUND.
 ME0025
 ME0025                          STATION RECOVERY (1990)
 ME0025
 ME0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2085 ***********************************************************************
 ME2085  DESIGNATION -  E 168 RESET
 ME2085  PID         -  ME2085
 ME2085  STATE/COUNTY-  IN/ST JOSEPH
 ME2085  COUNTRY     -  US
 ME2085  USGS QUAD   -  WAKARUSA (2019)
 ME2085
 ME2085                         *CURRENT SURVEY CONTROL
 ME2085  ______________________________________________________________________
 ME2085* NAD 83(1986) POSITION- 41 35 37.     (N) 086 07 06.     (W)   SCALED
 ME2085* NAVD 88 ORTHO HEIGHT -   255.92  (+/-2cm)      839.6   (feet) VERTCON3
 ME2085  ______________________________________________________________________
 ME2085  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2085  VERT ORDER      -  THIRD (See Below)
 ME2085
 ME2085.The horizontal coordinates were scaled from a map and have
 ME2085.an estimated accuracy of +/- 6 seconds.
 ME2085
 ME2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2085
 ME2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2085.GEOID18 height accuracy estimate available here.
 ME2085
 ME2085.The vertical order pertains to the NGVD 29 superseded value.
 ME2085
 ME2085.Click photographs - Photos may exist for this station.
 ME2085
 ME2085;                    North         East    Units  Estimated Accuracy
 ME2085;SPC IN E     -   704,580.       62,340.      MT  (+/- 180 meters Scaled)
 ME2085
 ME2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734050(NAD 83)
 ME2085
 ME2085                          SUPERSEDED SURVEY CONTROL
 ME2085
 ME2085  NGVD 29 (08/22/16)  256.03   (m)          840.0    (f) RESET       3  
 ME2085
 ME2085.Superseded values are not recommended for survey control.
 ME2085
 ME2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2085.See file dsdata.pdf to determine how the superseded data were derived.
 ME2085
 ME2085_MARKER: DV = VERTICAL CONTROL DISK
 ME2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2085_STAMPING: E 168 RESET 1977
 ME2085_MARK LOGO: NGS
 ME2085_PROJECTION: FLUSH
 ME2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2085+STABILITY: SURFACE MOTION
 ME2085
 ME2085  HISTORY     - Date     Condition        Report By
 ME2085  HISTORY     - 1977     MONUMENTED       NGS
 ME2085  HISTORY     - 1984     GOOD             NGS
 ME2085  HISTORY     - 20010930 GOOD             USPSQD
 ME2085
 ME2085                          STATION DESCRIPTION
 ME2085
 ME2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ME2085'5.25 MI NE FROM WYATT.
 ME2085'0.5 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE RAILROAD CROSSING IN
 ME2085'WYATT, THENCE EAST ALONG PIERCE ROAD FOR 2.5 MILES, THENCE ABOUT
 ME2085'4.0 MILES NORTH ALONG DOGWOOD ROAD, IN THE NORTHWEST ANGLE OF DOGWOOD
 ME2085'ROAD AND ROOSEVELT ROAD, 59 FEET WEST OF THE CENTERLINE OF DOGWOOD
 ME2085'ROAD, 21 FEET NORTH OF THE CENTERLINE OF ROOSEVELT ROAD, 1.7 FOOT
 ME2085'EAST OF A POWER POLE.
 ME2085'THE MARK IS 1 FT  W FROM A WITNESS POST.
 ME2085'THE MARK IS 1.0 FT ABOVE ROAD.
 ME2085
 ME2085                          STATION RECOVERY (1984)
 ME2085
 ME2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME2085'RECOVERED IN GOOD CONDITION.
 ME2085
 ME2085                          STATION RECOVERY (2001)
 ME2085
 ME2085'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME2085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0154 ***********************************************************************
 ME0154  DESIGNATION -  E 169
 ME0154  PID         -  ME0154
 ME0154  STATE/COUNTY-  IN/MARSHALL
 ME0154  COUNTRY     -  US
 ME0154  USGS QUAD   -  BOURBON (2019)
 ME0154
 ME0154                         *CURRENT SURVEY CONTROL
 ME0154  ______________________________________________________________________
 ME0154* NAD 83(1986) POSITION- 41 20 41.     (N) 086 07 00.     (W)   SCALED
 ME0154* NAVD 88 ORTHO HEIGHT -   250.763 (meters)      822.71  (feet) ADJUSTED
 ME0154  ______________________________________________________________________
 ME0154  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 ME0154  DYNAMIC HEIGHT  -        250.659 (meters)      822.37  (feet) COMP
 ME0154  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME0154
 ME0154  VERT ORDER      -  SECOND    CLASS 0
 ME0154
 ME0154.The horizontal coordinates were scaled from a map and have
 ME0154.an estimated accuracy of +/- 6 seconds.
 ME0154
 ME0154.The orthometric height was determined by differential leveling and
 ME0154.adjusted by the NATIONAL GEODETIC SURVEY
 ME0154.in June 1991.
 ME0154
 ME0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0154.GEOID18 height accuracy estimate available here.
 ME0154
 ME0154.Click photographs - Photos may exist for this station.
 ME0154
 ME0154.The dynamic height is computed by dividing the NAVD 88
 ME0154.geopotential number by the normal gravity value computed on the
 ME0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0154.degrees latitude (g = 980.6199 gals.).
 ME0154
 ME0154.The modeled gravity was interpolated from observed gravity values.
 ME0154
 ME0154;                    North         East    Units  Estimated Accuracy
 ME0154;SPC IN E     -   676,940.       62,340.      MT  (+/- 180 meters Scaled)
 ME0154
 ME0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739774(NAD 83)
 ME0154
 ME0154                          SUPERSEDED SURVEY CONTROL
 ME0154
 ME0154  NGVD 29 (??/??/92)  250.883  (m)          823.11   (f) ADJ UNCH    2 0
 ME0154
 ME0154.Superseded values are not recommended for survey control.
 ME0154
 ME0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0154.See file dsdata.pdf to determine how the superseded data were derived.
 ME0154
 ME0154_MARKER: DB = BENCH MARK DISK
 ME0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0154_STAMPING: E 169 1946
 ME0154_MARK LOGO: CGS
 ME0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0154+STABILITY: SURFACE MOTION
 ME0154
 ME0154  HISTORY     - Date     Condition        Report By
 ME0154  HISTORY     - 1946     MONUMENTED       CGS
 ME0154  HISTORY     - 1969     GOOD             INHD
 ME0154  HISTORY     - 19870730 GOOD             NGS
 ME0154  HISTORY     - 1990     GOOD             USPSQD
 ME0154
 ME0154                          STATION DESCRIPTION
 ME0154
 ME0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0154'3.3 MI N FROM BOURBON.
 ME0154'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE
 ME0154'INTERSECTION OF U.S. HIGHWAY 30 AT BOURBON, AT THE FARM OF
 ME0154'MRS. DONA SNYDER, 73 FEET EAST OF THE NORTHEAST CORNER OF THE
 ME0154'BARN, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 ME0154'NORTH OF THE CENTER LINE OF THE DRIVEWAY INTO THE BARNYARD,
 ME0154'4.5 FEET NORTH OF POWER POLE AG 19, 1.0 FOOT EAST OF THE
 ME0154'RIGHT-OF-WAY FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 ME0154'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0154
 ME0154                          STATION RECOVERY (1969)
 ME0154
 ME0154'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0154'RECOVERED IN GOOD CONDITION.
 ME0154
 ME0154                          STATION RECOVERY (1987)
 ME0154
 ME0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ME0154'FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 331, WHICH IS
 ME0154'1.0 MILE (1.6 KM) NORTH OF BOURBON, GO NORTH ON HIGHWAY 331 FOR 2.25
 ME0154'MILES (3.62 KM) TO A FARM ON LEFT AND THE MARK, 73.0 FEET (22.3 M)
 ME0154'EAST OF THE NORTHEAST CORNER OF BARN, 34.0 FEET (10.4 M) WEST FROM
 ME0154'THE CENTER OF STATE ROUTE 331, 8.0 FEET (2.4 M) NORTH FROM A
 ME0154'RIGHT-OF-WAY MARKER, 4.5 FEET (1.4 M) NORTH FROM A UTILITY POLE
 ME0154'NUMBER AG-19 AND A FENCE CORNER, 1.0 FOOT (0.3 M) EAST FROM A
 ME0154'NORTH-SOUTH FENCE LINE AND 1.0 FOOT (0.3 M) NORTH FROM A METAL
 ME0154'WITNESS POST.
 ME0154
 ME0154                          STATION RECOVERY (1990)
 ME0154
 ME0154'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0132 ***********************************************************************
 ME0132  DESIGNATION -  E 171
 ME0132  PID         -  ME0132
 ME0132  STATE/COUNTY-  IN/ELKHART
 ME0132  COUNTRY     -  US
 ME0132  USGS QUAD   -  WAKARUSA (2019)
 ME0132
 ME0132                         *CURRENT SURVEY CONTROL
 ME0132  ______________________________________________________________________
 ME0132* NAD 83(1986) POSITION- 41 31 18.67   (N) 086 00 04.31   (W)   HD_HELD1
 ME0132* NAVD 88 ORTHO HEIGHT -   265.353 (meters)      870.58  (feet) ADJUSTED
 ME0132  ______________________________________________________________________
 ME0132  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 ME0132  DYNAMIC HEIGHT  -        265.244 (meters)      870.22  (feet) COMP
 ME0132  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 ME0132
 ME0132  VERT ORDER      -  SECOND    CLASS 0
 ME0132
 ME0132.The horizontal coordinates were determined by differentially corrected
 ME0132.hand held GPS observations or other comparable positioning techniques
 ME0132.and have an estimated accuracy of +/- 3 meters.
 ME0132
 ME0132.The orthometric height was determined by differential leveling and
 ME0132.adjusted by the NATIONAL GEODETIC SURVEY
 ME0132.in June 1991.
 ME0132
 ME0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0132.GEOID18 height accuracy estimate available here.
 ME0132
 ME0132.Click photographs - Photos may exist for this station.
 ME0132
 ME0132.The dynamic height is computed by dividing the NAVD 88
 ME0132.geopotential number by the normal gravity value computed on the
 ME0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0132.degrees latitude (g = 980.6199 gals.).
 ME0132
 ME0132.The modeled gravity was interpolated from observed gravity values.
 ME0132
 ME0132;                    North         East    Units  Estimated Accuracy
 ME0132;SPC IN E     -   696,566.7      72,078.3     MT  (+/- 3 meters HH1 GPS) 
 ME0132
 ME0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8333597171(NAD 83)
 ME0132
 ME0132                          SUPERSEDED SURVEY CONTROL
 ME0132
 ME0132  NGVD 29 (??/??/92)  265.472  (m)          870.97   (f) ADJ UNCH    2 0
 ME0132
 ME0132.Superseded values are not recommended for survey control.
 ME0132
 ME0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0132.See file dsdata.pdf to determine how the superseded data were derived.
 ME0132
 ME0132_MARKER: DB = BENCH MARK DISK
 ME0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0132_STAMPING: E 171 1946
 ME0132_MARK LOGO: CGS
 ME0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0132+STABILITY: SURFACE MOTION
 ME0132
 ME0132  HISTORY     - Date     Condition        Report By
 ME0132  HISTORY     - 1946     MONUMENTED       CGS
 ME0132  HISTORY     - 1968     POOR             CGS
 ME0132  HISTORY     - 1971     POOR             NGS
 ME0132  HISTORY     - 19950914 POOR             USPSQD
 ME0132
 ME0132                          STATION DESCRIPTION
 ME0132
 ME0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0132'5.3 MI N FROM NAPPANEE.
 ME0132'ABOUT 5.3 MILES NORTH ALONG S.R.19 FROM THE PUBLIC LIBRARY AT
 ME0132'NAPPANEE, AT A GRAVEL ROAD CROSSING SET IN THE NORTHEAST QUARTER
 ME0132'OF THE INTERSECTION, 39 FT. EAST OF THE C/L OF THE HIGHWAY,
 ME0132'38 FT. NORTH OF THE GRAVEL ROAD, 82 FT. SOUTH OF PWP. 504/500,
 ME0132'12 FT. NORTH OF AN IRON PIPE FENCE CORNER POST.  1.5 FT. WEST
 ME0132'OF THE FENCE LINE, 1 FT. NORTH OF STEEL WITNESS POST, ABOUT
 ME0132'LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONC. POST PROJ.
 ME0132'5 INCHES.  NOTE-- THIS MARK HAS BEEN HIT LOOKS TO BE RAISED AND
 ME0132'UNSTABLE, NEEDS RESETING.
 ME0132
 ME0132                          STATION RECOVERY (1971)
 ME0132
 ME0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME0132'MARK RECOVERED IN POOR CONDITION.
 ME0132
 ME0132                          STATION RECOVERY (1995)
 ME0132
 ME0132'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0132'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1838 ***********************************************************************
 LA1838  CBN         -  This is a Cooperative Base Network Control Station.
 LA1838  DESIGNATION -  E 173
 LA1838  PID         -  LA1838
 LA1838  STATE/COUNTY-  IN/WABASH
 LA1838  COUNTRY     -  US
 LA1838  USGS QUAD   -  SOMERSET (2019)
 LA1838
 LA1838                         *CURRENT SURVEY CONTROL
 LA1838  ______________________________________________________________________
 LA1838* NAD 83(2011) POSITION- 40 42 33.39309(N) 085 49 40.14239(W)   ADJUSTED
 LA1838* NAD 83(2011) ELLIP HT-   211.467 (meters)        (06/27/12)   ADJUSTED
 LA1838* NAD 83(2011) EPOCH   -  2010.00
 LA1838* NAVD 88 ORTHO HEIGHT -   245.804 (meters)      806.44  (feet) ADJUSTED
 LA1838  ______________________________________________________________________
 LA1838  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LA1838  NAD 83(2011) X  -    352,265.385 (meters)                     COMP
 LA1838  NAD 83(2011) Y  - -4,829,039.068 (meters)                     COMP
 LA1838  NAD 83(2011) Z  -  4,138,141.515 (meters)                     COMP
 LA1838  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 LA1838  DYNAMIC HEIGHT  -        245.683 (meters)      806.05  (feet) COMP
 LA1838  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 LA1838
 LA1838  VERT ORDER      -  SECOND    CLASS 0
 LA1838
 LA1838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1838  Standards:
 LA1838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1838  -------------------------------------------------------------------
 LA1838  NETWORK    0.83   1.80           0.39   0.26   0.92     -0.04194432
 LA1838  -------------------------------------------------------------------
 LA1838  Click here for local accuracies and other accuracy information.
 LA1838
 LA1838.The horizontal coordinates were established by GPS observations
 LA1838.and adjusted by the National Geodetic Survey in June 2012.
 LA1838
 LA1838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1838.been affixed to the stable North American tectonic plate. See 
 LA1838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1838
 LA1838.The horizontal coordinates are valid at the epoch date displayed above
 LA1838.which is a decimal equivalence of Year/Month/Day.
 LA1838
 LA1838.The orthometric height was determined by differential leveling and
 LA1838.adjusted by the NATIONAL GEODETIC SURVEY
 LA1838.in June 1991.
 LA1838
 LA1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1838.GEOID18 height accuracy estimate available here.
 LA1838
 LA1838.Click photographs - Photos may exist for this station.
 LA1838
 LA1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1838
 LA1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1838
 LA1838.The ellipsoidal height was determined by GPS observations
 LA1838.and is referenced to NAD 83.
 LA1838
 LA1838.The dynamic height is computed by dividing the NAVD 88
 LA1838.geopotential number by the normal gravity value computed on the
 LA1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1838.degrees latitude (g = 980.6199 gals.).
 LA1838
 LA1838.The modeled gravity was interpolated from observed gravity values.
 LA1838
 LA1838. The following values were computed from the NAD 83(2011) position.
 LA1838
 LA1838;                    North         East     Units Scale Factor Converg.
 LA1838;SPC IN E     -   606,286.527    86,382.610   MT  0.99996895   -0 06 18.4
 LA1838;SPC IN E     - 1,989,125.05    283,406.95   sFT  0.99996895   -0 06 18.4
 LA1838;UTM  16      - 4,507,145.392   599,015.294   MT  0.99972067   +0 45 52.5
 LA1838
 LA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1838!SPC IN E     -   0.99996683  x   0.99996895  =   0.99993578
 LA1838!UTM  16      -   0.99996683  x   0.99972067  =   0.99968751
 LA1838
 LA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9901507145(NAD 83)
 LA1838
 LA1838                          SUPERSEDED SURVEY CONTROL
 LA1838
 LA1838  NAD 83(2007)-  40 42 33.39320(N)    085 49 40.14327(W) AD(2002.00) 0
 LA1838  ELLIP H (02/10/07)  211.487  (m)                       GP(2002.00)    
 LA1838  NAD 83(1997)-  40 42 33.39312(N)    085 49 40.14299(W) AD(       ) B
 LA1838  ELLIP H (04/10/98)  211.514  (m)                       GP(       ) 4 1
 LA1838  NAD 83(1986)-  40 42 33.39913(N)    085 49 40.15962(W) AD(       ) 3
 LA1838  NAD 27      -  40 42 33.24031(N)    085 49 40.21695(W) AD(       ) 3
 LA1838  NAVD 88             245.80   (m)          806.4    (f) LEVELING    3  
 LA1838  NGVD 29 (??/??/92)  245.930  (m)          806.86   (f) ADJ UNCH    2 0
 LA1838  NGVD 29             245.93   (m)          806.9    (f) LEVELING    3  
 LA1838  NGVD 29 (02/23/89)  246.     (m)  RAPSU86  model used  GPS OBS        
 LA1838
 LA1838.Superseded values are not recommended for survey control.
 LA1838
 LA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1838.See file dsdata.pdf to determine how the superseded data were derived.
 LA1838
 LA1838_MARKER: DB = BENCH MARK DISK
 LA1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1838_STAMPING: E 173 1946
 LA1838_MARK LOGO: CGS
 LA1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1838+STABILITY: SURFACE MOTION
 LA1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1838+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LA1838
 LA1838  HISTORY     - Date     Condition        Report By
 LA1838  HISTORY     - 1946     MONUMENTED       CGS
 LA1838  HISTORY     - 19880710 GOOD             NGS
 LA1838  HISTORY     - 19901015 GOOD             NGS
 LA1838  HISTORY     - 19970808 GOOD             SEC
 LA1838  HISTORY     - 20110706 GOOD             INDIV
 LA1838  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LA1838
 LA1838                          STATION DESCRIPTION
 LA1838
 LA1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1838'2.8 MI N FROM MOUNT VERNON.
 LA1838'ABOUT 2.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1838'AT MOUNT VERNON, ABOUT 1.0 MILE NORTH OF THE CHURCH OF THE BRETHREN,
 LA1838'AT THE PRESTON PEEBLES FARM, 157 FEET NORTHEAST OF THE NORTHEAST
 LA1838'CORNER OF A HAY BARN, 85 FEET NORTH OF POWER POLE NO. 6-202/356,
 LA1838'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A
 LA1838'STEEL FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, ABOUT
 LA1838'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1838'PROJECTING 5 INCHES.
 LA1838
 LA1838                          STATION RECOVERY (1988)
 LA1838
 LA1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA1838'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) NORTHEAST OF MARION,
 LA1838'24.1 KM (15.00 MI) EAST OF PERU, 10.5 KM (6.50 MI) SOUTH OF WABASH
 LA1838'AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 LA1838'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LA1838'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LA1838'TO REACH THE STATION FROM THE COURTHOUSE IN WABASH, GO SOUTH ON STATE
 LA1838'HIGHWAYS 15 AND 13 FOR 2.01 KM (1.25 MI) TO WHERE STATE HIGHWAY 13
 LA1838'TURNS TO THE RIGHT.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY
 LA1838'13 FOR 8.21 KM (5.10 MI) TO MARK ON THE RIGHT BY A FIELD ENTRANCE
 LA1838'ROAD AT SECTION LINE.
 LA1838'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---E 173
 LA1838'1946---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 12.19
 LA1838'M (40.0 FT) WEST FROM CENTER OF STATE HIGHWAY 13, 0.91 M (3.0 FT)
 LA1838'NORTH FROM A STEEL SECTION LINE MARKER AND FENCE POST AND 0.31 M
 LA1838'(1.0 FT) SOUTH FROM A WITNESS POST.
 LA1838'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA1838'DESCRIBED BY D.L. ADAMS.
 LA1838
 LA1838                          STATION RECOVERY (1990)
 LA1838
 LA1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LA1838'THE STATION IS LOCATED ABOUT 40.23 KM (25.00 MI) SOUTH-SOUTHWEST OF
 LA1838'HUNTINGTON, 25.7 KM (16.0 MI) NORTHEAST OF MARION, 24.1 KM (15.0 MI)
 LA1838'EAST OF PERU, 10.5 KM (6.5 MI) SOUTH OF WABASH AND ON THE WEST SIDE OF
 LA1838'STATE HIGHWAY 13 RIGHT-OF-WAY.  IT IS ALSO 3.38 KM (2.10 MI) SOUTH OF
 LA1838'THE JUNCTION OF STATE HIGHWAY 124.  OWNERSHIP--INDIANA DEPARTMENT OF
 LA1838'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LA1838'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LA1838'TO REACH THE STATION FROM THE COURTHOUSE IN THE CENTER OF WABASH,
 LA1838'LOCATED ON COMBINED STATE HIGHWAYS 13 AND 15, GO SOUTH ON COMBINED
 LA1838'STATE HIGHWAYS 13 AND 15 FOR 2.01 KM (1.25 MI) TO THE POINT WHERE
 LA1838'STATE HIGHWAY 13 TURNS RIGHT AND STATE HIGHWAY 15 CONTINUES STRAIGHT
 LA1838'AHEAD, TURN RIGHT, SOUTH, ON STATE HIGHWAY 13 FOR 5.39 KM (3.35 MI)
 LA1838'TO THE JUNCTION OF STATE HIGHWAY 124, CONTINUE AHEAD ON STATE HIGHWAY
 LA1838'13 FOR 3.38 KM (2.10 MI) TO THE STATION ON THE RIGHT AT A FIELD
 LA1838'ENTRANCE ROAD AND ON THE NORTHEAST SIDE OF A LONE METAL I-BEAM
 LA1838'MARKING THE CULTIVATED FIELD PROPERTY LINE.
 LA1838'THE STATION IS ABOUT FLUSH WITH THE GROUND LOCATED 21.0 M (68.9 FT)
 LA1838'SOUTH OF A POWER POLE, 12.1 M (39.7 FT) WEST OF THE CENTER OF HIGHWAY
 LA1838'13, 0.7 M (2.3 FT) NORTHEAST OF A LONE METAL I-BEAM PROJECTING ABOUT
 LA1838'6.4 M (21.0 FT) ABOVE THE GROUND AND MARKING THE CULTIVATED FIELD
 LA1838'PROPERTY LINE AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 LA1838
 LA1838                          STATION RECOVERY (1997)
 LA1838
 LA1838'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA1838'THE STATION IS LOCATED ABOUT 40.23 KILOMETERS (25.00 MI)
 LA1838'SOUTH-SOUTHWEST OF HUNTINGTON, 25.7 KILOMETERS (15.95 MI) NORTHEAST OF
 LA1838'MARION, 24.1 KILOMETERS (14.95 MI) EAST OF PERU, 10.5 KILOMETERS (6.50
 LA1838'MI) SOUTH OF WABASH, ON THE WEST SIDE OF STATE ROAD 13 RIGHT-OF-WAY,
 LA1838'3.22 KILOMETERS (2.00 MI) SOUTH OF JUNCTION STATE ROAD 124.
 LA1838'OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION, 100 NORTH SENATE
 LA1838'AVENUE, INDIANAPOLIS IN 46204.  TO REACH STATION FROM THE COURTHOUSE
 LA1838'IN CENTER OF WABASH, LOCATED ON STATE ROADS 13 AND 15, GO SOUTH ON
 LA1838'STATE ROADS 13 AND 15 FOR 2.01 KILOMETERS (1.25 MI) TO THE POINT WHERE
 LA1838'STATE ROAD 13 TURNS RIGHT AND STATE ROAD 15 CONTINUES STRAIGHT.  TURN
 LA1838'RIGHT, SOUTH ON STATE ROAD 13 FOR 5.15 KILOMETERS (3.20 MI) TO THE
 LA1838'JUNCTION OF STATE ROAD 124.  CONTINUE AHEAD SOUTH FOR 3.22 KILOMETERS
 LA1838'(2.00 MI) TO THE STATION ON THE RIGHT, AT A FARM FIELD ENTRANCE AND ON
 LA1838'NORTHEAST SIDE OF A LONE METAL I-BEAM MARKING CULTIVATED FIELD
 LA1838'PROPERTY LINE SECTION LINE.  STATION PROJECTS 0.1 METERS (0.3 FT)
 LA1838'ABOVE GROUND.  LOCATED 21.0 METERS (68.9 FT) SOUTH OF POWER POLE
 LA1838'234283, 12.1 METERS (39.7 FT) WEST OF THE CENTER OF HIGHWAY 13, 0.7
 LA1838'METERS (2.3 FT) NORTHEAST OF A LONE METAL I-BEAM PROJECTING ABOUT 1.3
 LA1838'METERS (4.3 FT) ABOVE GROUND MARKING PROPERTY LINE BETWEEN CULTIVATED
 LA1838'FIELD AND 0.3 METERS (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 LA1838
 LA1838                          STATION RECOVERY (2011)
 LA1838
 LA1838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1838'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LA1838
 LA1838                          STATION RECOVERY (2017)
 LA1838
 LA1838'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LA1838'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1626 ***********************************************************************
 LA1626  DESIGNATION -  E 174
 LA1626  PID         -  LA1626
 LA1626  STATE/COUNTY-  IN/WABASH
 LA1626  COUNTRY     -  US
 LA1626  USGS QUAD   -  SOMERSET (2019)
 LA1626
 LA1626                         *CURRENT SURVEY CONTROL
 LA1626  ______________________________________________________________________
 LA1626* NAD 83(1986) POSITION- 40 41 58.     (N) 085 45 12.     (W)   SCALED
 LA1626* NAVD 88 ORTHO HEIGHT -   248.397 (meters)      814.95  (feet) ADJUSTED
 LA1626  ______________________________________________________________________
 LA1626  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 LA1626  DYNAMIC HEIGHT  -        248.275 (meters)      814.55  (feet) COMP
 LA1626  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 LA1626
 LA1626  VERT ORDER      -  FIRST     CLASS II
 LA1626
 LA1626.The horizontal coordinates were scaled from a map and have
 LA1626.an estimated accuracy of +/- 6 seconds.
 LA1626
 LA1626.The orthometric height was determined by differential leveling and
 LA1626.adjusted by the NATIONAL GEODETIC SURVEY
 LA1626.in June 1991.
 LA1626
 LA1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1626.GEOID18 height accuracy estimate available here.
 LA1626
 LA1626.Click photographs - Photos may exist for this station.
 LA1626
 LA1626.The dynamic height is computed by dividing the NAVD 88
 LA1626.geopotential number by the normal gravity value computed on the
 LA1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1626.degrees latitude (g = 980.6199 gals.).
 LA1626
 LA1626.The modeled gravity was interpolated from observed gravity values.
 LA1626
 LA1626;                    North         East    Units  Estimated Accuracy
 LA1626;SPC IN E     -   605,190.       92,680.      MT  (+/- 180 meters Scaled)
 LA1626
 LA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053061(NAD 83)
 LA1626
 LA1626                          SUPERSEDED SURVEY CONTROL
 LA1626
 LA1626  NGVD 29 (??/??/92)  248.524  (m)          815.37   (f) ADJ UNCH    1 2
 LA1626
 LA1626.Superseded values are not recommended for survey control.
 LA1626
 LA1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1626.See file dsdata.pdf to determine how the superseded data were derived.
 LA1626
 LA1626_MARKER: DB = BENCH MARK DISK
 LA1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1626_STAMPING: E 174 1946
 LA1626_MARK LOGO: CGS
 LA1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1626+STABILITY: SURFACE MOTION
 LA1626
 LA1626  HISTORY     - Date     Condition        Report By
 LA1626  HISTORY     - 1946     MONUMENTED       CGS
 LA1626  HISTORY     - 1962     GOOD             CGS
 LA1626
 LA1626                          STATION DESCRIPTION
 LA1626
 LA1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1626'2.2 MI NW FROM LA FONTAINE.
 LA1626'ABOUT 2.2 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1626'FROM THE STATION AT LA FONTAINE, AT A GRAVEL ROAD CROSSING, 39
 LA1626'FEET SOUTHEAST OF POLE NO. 121/15, 30 FEET NORTH OF THE CENTER
 LA1626'LINE OF THE GRAVEL ROAD, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 LA1626'OF THE TRACK, 13 FEET NORTHWEST OF A GATE POST, 1 FOOT NORTHEAST
 LA1626'OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE TRACK, AND SET IN THE
 LA1626'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1626
 LA1626                          STATION RECOVERY (1962)
 LA1626
 LA1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1780 ***********************************************************************
 LA1780  DESIGNATION -  E 175
 LA1780  PID         -  LA1780
 LA1780  STATE/COUNTY-  IN/MIAMI
 LA1780  COUNTRY     -  US
 LA1780  USGS QUAD   -  PEORIA (2019)
 LA1780
 LA1780                         *CURRENT SURVEY CONTROL
 LA1780  ______________________________________________________________________
 LA1780* NAD 83(1986) POSITION- 40 43 11.     (N) 085 58 10.     (W)   SCALED
 LA1780* NAVD 88 ORTHO HEIGHT -   226.142 (meters)      741.93  (feet) ADJUSTED
 LA1780  ______________________________________________________________________
 LA1780  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 LA1780  DYNAMIC HEIGHT  -        226.032 (meters)      741.57  (feet) COMP
 LA1780  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LA1780
 LA1780  VERT ORDER      -  SECOND    CLASS 0
 LA1780
 LA1780.The horizontal coordinates were scaled from a map and have
 LA1780.an estimated accuracy of +/- 6 seconds.
 LA1780
 LA1780.The orthometric height was determined by differential leveling and
 LA1780.adjusted by the NATIONAL GEODETIC SURVEY
 LA1780.in June 1991.
 LA1780
 LA1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1780.GEOID18 height accuracy estimate available here.
 LA1780
 LA1780.Click photographs - Photos may exist for this station.
 LA1780
 LA1780.The dynamic height is computed by dividing the NAVD 88
 LA1780.geopotential number by the normal gravity value computed on the
 LA1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1780.degrees latitude (g = 980.6199 gals.).
 LA1780
 LA1780.The modeled gravity was interpolated from observed gravity values.
 LA1780
 LA1780;                    North         East    Units  Estimated Accuracy
 LA1780;SPC IN E     -   607,480.       74,420.      MT  (+/- 180 meters Scaled)
 LA1780
 LA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL870081(NAD 83)
 LA1780
 LA1780                          SUPERSEDED SURVEY CONTROL
 LA1780
 LA1780  NGVD 29 (??/??/92)  226.267  (m)          742.34   (f) ADJ UNCH    2 0
 LA1780
 LA1780.Superseded values are not recommended for survey control.
 LA1780
 LA1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1780.See file dsdata.pdf to determine how the superseded data were derived.
 LA1780
 LA1780_MARKER: DB = BENCH MARK DISK
 LA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1780_STAMPING: E 175 1946
 LA1780_MARK LOGO: CGS
 LA1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1780+STABILITY: SURFACE MOTION
 LA1780
 LA1780  HISTORY     - Date     Condition        Report By
 LA1780  HISTORY     - 1946     MONUMENTED       CGS
 LA1780  HISTORY     - 1961     GOOD             CGS
 LA1780
 LA1780                          STATION DESCRIPTION
 LA1780
 LA1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1780'0.5 MI NW FROM PEORIA.
 LA1780'ABOUT 0.5 MILE NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1780'BENDERS STORE AT PEORIA, AT A GRAVEL CROSS ROAD, 34 FEET SOUTH
 LA1780'OF THE CENTER LINE OF THE TRAIL, 29 FEET WEST OF THE CENTER LINE
 LA1780'OF THE GRAVEL CROSS ROAD, 8 FEET NORTHWEST OF A FENCE CORNER
 LA1780'POST, 14 FEET SOUTHEAST OF A FENCE CORNER POST, 1 FOOT NORTHEAST
 LA1780'OF THE FENCE LINE, ABOUT 1 FOOT ABOVE THE INTERSECTION, AND SET
 LA1780'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1780
 LA1780                          STATION RECOVERY (1961)
 LA1780
 LA1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0351 ***********************************************************************
 ME0351  DESIGNATION -  E 176
 ME0351  PID         -  ME0351
 ME0351  STATE/COUNTY-  IN/MARSHALL
 ME0351  COUNTRY     -  US
 ME0351  USGS QUAD   -  ARGOS (2019)
 ME0351
 ME0351                         *CURRENT SURVEY CONTROL
 ME0351  ______________________________________________________________________
 ME0351* NAD 83(1986) POSITION- 41 10 20.     (N) 086 12 21.     (W)   SCALED
 ME0351* NAVD 88 ORTHO HEIGHT -   257.211 (meters)      843.87  (feet) ADJUSTED
 ME0351  ______________________________________________________________________
 ME0351  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ME0351  DYNAMIC HEIGHT  -        257.101 (meters)      843.51  (feet) COMP
 ME0351  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 ME0351
 ME0351  VERT ORDER      -  SECOND    CLASS 0
 ME0351
 ME0351.The horizontal coordinates were scaled from a map and have
 ME0351.an estimated accuracy of +/- 6 seconds.
 ME0351
 ME0351.The orthometric height was determined by differential leveling and
 ME0351.adjusted by the NATIONAL GEODETIC SURVEY
 ME0351.in June 1991.
 ME0351
 ME0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0351.GEOID18 height accuracy estimate available here.
 ME0351
 ME0351.Click photographs - Photos may exist for this station.
 ME0351
 ME0351.The dynamic height is computed by dividing the NAVD 88
 ME0351.geopotential number by the normal gravity value computed on the
 ME0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0351.degrees latitude (g = 980.6199 gals.).
 ME0351
 ME0351.The modeled gravity was interpolated from observed gravity values.
 ME0351
 ME0351;                    North         East    Units  Estimated Accuracy
 ME0351;SPC IN E     -   657,820.       54,760.      MT  (+/- 180 meters Scaled)
 ME0351
 ME0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL666581(NAD 83)
 ME0351
 ME0351                          SUPERSEDED SURVEY CONTROL
 ME0351
 ME0351  NGVD 29 (??/??/92)  257.327  (m)          844.25   (f) ADJ UNCH    2 0
 ME0351
 ME0351.Superseded values are not recommended for survey control.
 ME0351
 ME0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0351.See file dsdata.pdf to determine how the superseded data were derived.
 ME0351
 ME0351_MARKER: DB = BENCH MARK DISK
 ME0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0351_STAMPING: E 176 1946
 ME0351_MARK LOGO: CGS
 ME0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0351+STABILITY: SURFACE MOTION
 ME0351
 ME0351  HISTORY     - Date     Condition        Report By
 ME0351  HISTORY     - 1946     MONUMENTED       CGS
 ME0351
 ME0351                          STATION DESCRIPTION
 ME0351
 ME0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0351'9.1 MI W FROM MENTONE.
 ME0351'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0351'CHURCH AT MENTONE, THENCE ABOUT 4.65 MILES WEST ALONG THE
 ME0351'MARSHALL-FULTON COUNTY LINE ROAD, ABOUT 0.25 MILE EAST OF THE
 ME0351'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, IN THE
 ME0351'NORTHWEST QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL
 ME0351'ROAD, 41 FEET NORTHWEST AND ACROSS THE ROAD FROM HIGH-TENSION
 ME0351'POWER POLE NUMBER 278/474, 74 FEET EAST-NORTHEAST OF THE EAST
 ME0351'END OF THE NORTH HEADWALL OF A CULVERT, 20 FEET NORTH OF THE
 ME0351'CENTER LINE OF THE COUNTY LINE ROAD, 54 FEET WEST OF THE CENTER
 ME0351'LINE OF THE NORTH-SOUTH ROAD, 4 FEET NORTHEAST OF A VERTICAL RAIL
 ME0351'AT A FENCE CORNER, ABOUT 2 FEET NORTHWEST OF A WHITE WOODEN
 ME0351'WITNESS POST, LEVEL WITH THE CENTER OF THE INTERSECTION AND SET
 ME0351'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0352 ***********************************************************************
 ME0352  DESIGNATION -  E 176 RESET
 ME0352  PID         -  ME0352
 ME0352  STATE/COUNTY-  IN/MARSHALL
 ME0352  COUNTRY     -  US
 ME0352  USGS QUAD   -  ARGOS (2019)
 ME0352
 ME0352                         *CURRENT SURVEY CONTROL
 ME0352  ______________________________________________________________________
 ME0352* NAD 83(1986) POSITION- 41 10 20.     (N) 086 12 21.     (W)   SCALED
 ME0352* NAVD 88 ORTHO HEIGHT -   256.92  (meters)      842.9   (feet) RESET
 ME0352  ______________________________________________________________________
 ME0352  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ME0352  VERT ORDER      -  THIRD
 ME0352
 ME0352.The horizontal coordinates were scaled from a map and have
 ME0352.an estimated accuracy of +/- 6 seconds.
 ME0352
 ME0352.The orthometric height was computed from unverified reset data.
 ME0352
 ME0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0352.GEOID18 height accuracy estimate available here.
 ME0352
 ME0352.Click photographs - Photos may exist for this station.
 ME0352
 ME0352;                    North         East    Units  Estimated Accuracy
 ME0352;SPC IN E     -   657,820.       54,760.      MT  (+/- 180 meters Scaled)
 ME0352
 ME0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL666581(NAD 83)
 ME0352
 ME0352                          SUPERSEDED SURVEY CONTROL
 ME0352
 ME0352.No superseded survey control is available for this station.
 ME0352
 ME0352_MARKER: DB = BENCH MARK DISK
 ME0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0352_STAMPING: E 176 RESET 1957
 ME0352_MARK LOGO: CGS
 ME0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0352+STABILITY: SURFACE MOTION
 ME0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0352+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 ME0352
 ME0352  HISTORY     - Date     Condition        Report By
 ME0352  HISTORY     - 1957     MONUMENTED       INHD
 ME0352  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0352  HISTORY     - 20210517 SEE DESCRIPTION  INDOT
 ME0352
 ME0352                          STATION DESCRIPTION
 ME0352
 ME0352'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1957
 ME0352'4.4 MI W FROM MENTONE.
 ME0352'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0352'CHURCH AT MENTONE, THENCE ABOUT 4.65 MILES WEST ALONG THE
 ME0352'MARSHALL-FULTON COUNTY LINE ROAD, ON STATE ROAD 110 RIGHT OF
 ME0352'WAY, 40 FEET NORTH OF STATION 62+90 AND ACROSS THE ROAD FROM
 ME0352'NIPSCO POWER POLE 292-084.
 ME0352
 ME0352                          STATION RECOVERY (1987)
 ME0352
 ME0352'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0352'MARK NOT FOUND.
 ME0352
 ME0352                          STATION RECOVERY (2021)
 ME0352
 ME0352'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DF)
 ME0352'FOUND DAMAGED BASE OF CONCRETE MONUMENT 8 INCHES (20 CM) BELOW GROUND.
 ME0352'DISK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0448 ***********************************************************************
 ME0448  DESIGNATION -  E 177
 ME0448  PID         -  ME0448
 ME0448  STATE/COUNTY-  IN/FULTON
 ME0448  COUNTRY     -  US
 ME0448  USGS QUAD   -  ROCHESTER (2019)
 ME0448
 ME0448                         *CURRENT SURVEY CONTROL
 ME0448  ______________________________________________________________________
 ME0448* NAD 83(1986) POSITION- 41 03 15.     (N) 086 09 03.     (W)   SCALED
 ME0448* NAVD 88 ORTHO HEIGHT -   242.275 (meters)      794.86  (feet) ADJUSTED
 ME0448  ______________________________________________________________________
 ME0448  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 ME0448  DYNAMIC HEIGHT  -        242.168 (meters)      794.51  (feet) COMP
 ME0448  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 ME0448
 ME0448  VERT ORDER      -  SECOND    CLASS 0
 ME0448
 ME0448.The horizontal coordinates were scaled from a map and have
 ME0448.an estimated accuracy of +/- 6 seconds.
 ME0448
 ME0448.The orthometric height was determined by differential leveling and
 ME0448.adjusted by the NATIONAL GEODETIC SURVEY
 ME0448.in June 1991.
 ME0448
 ME0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0448.GEOID18 height accuracy estimate available here.
 ME0448
 ME0448.Click photographs - Photos may exist for this station.
 ME0448
 ME0448.The dynamic height is computed by dividing the NAVD 88
 ME0448.geopotential number by the normal gravity value computed on the
 ME0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0448.degrees latitude (g = 980.6199 gals.).
 ME0448
 ME0448.The modeled gravity was interpolated from observed gravity values.
 ME0448
 ME0448;                    North         East    Units  Estimated Accuracy
 ME0448;SPC IN E     -   644,690.       59,300.      MT  (+/- 180 meters Scaled)
 ME0448
 ME0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL713451(NAD 83)
 ME0448
 ME0448                          SUPERSEDED SURVEY CONTROL
 ME0448
 ME0448  NGVD 29 (??/??/92)  242.396  (m)          795.26   (f) ADJ UNCH    2 0
 ME0448
 ME0448.Superseded values are not recommended for survey control.
 ME0448
 ME0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0448.See file dsdata.pdf to determine how the superseded data were derived.
 ME0448
 ME0448_MARKER: DB = BENCH MARK DISK
 ME0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0448_SP_SET: CULVERT HEADWALL
 ME0448_STAMPING: E 177 1946
 ME0448_MARK LOGO: CGS
 ME0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0448+STABILITY: SURFACE MOTION
 ME0448
 ME0448  HISTORY     - Date     Condition        Report By
 ME0448  HISTORY     - 1946     MONUMENTED       CGS
 ME0448  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0448  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0448
 ME0448                          STATION DESCRIPTION
 ME0448
 ME0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0448'1.4 MI W FROM ATHENS.
 ME0448'ABOUT 1.35 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME0448'AT ATHENS, ABOUT 110 YARDS WEST OF THE INTERSECTION WITH A
 ME0448'NORTH-SOUTH GRAVEL ROAD, SET IN THE TOP OF THE EAST END OF THE
 ME0448'SOUTH CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 20
 ME0448'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF
 ME0448'THE EAST END OF THE HEADWALL, AND ABOUT 0.5 FOOT ABOVE HIGHWAY
 ME0448'LEVEL.
 ME0448
 ME0448                          STATION RECOVERY (1990)
 ME0448
 ME0448'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0448'MARK NOT FOUND.
 ME0448
 ME0448                          STATION RECOVERY (1992)
 ME0448
 ME0448'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0448'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1691 ***********************************************************************
 LA1691  DESIGNATION -  E 178
 LA1691  PID         -  LA1691
 LA1691  STATE/COUNTY-  IN/WABASH
 LA1691  COUNTRY     -  US
 LA1691  USGS QUAD   -  ROANN (2019)
 LA1691
 LA1691                         *CURRENT SURVEY CONTROL
 LA1691  ______________________________________________________________________
 LA1691* NAD 83(1986) POSITION- 40 57 09.     (N) 085 53 28.     (W)   SCALED
 LA1691* NAVD 88 ORTHO HEIGHT -   234.169 (meters)      768.27  (feet) ADJUSTED
 LA1691  ______________________________________________________________________
 LA1691  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LA1691  DYNAMIC HEIGHT  -        234.061 (meters)      767.92  (feet) COMP
 LA1691  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 LA1691
 LA1691  VERT ORDER      -  SECOND    CLASS 0
 LA1691
 LA1691.The horizontal coordinates were scaled from a map and have
 LA1691.an estimated accuracy of +/- 6 seconds.
 LA1691
 LA1691.The orthometric height was determined by differential leveling and
 LA1691.adjusted by the NATIONAL GEODETIC SURVEY
 LA1691.in June 1991.
 LA1691
 LA1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1691.GEOID18 height accuracy estimate available here.
 LA1691
 LA1691.Click photographs - Photos may exist for this station.
 LA1691
 LA1691.The dynamic height is computed by dividing the NAVD 88
 LA1691.geopotential number by the normal gravity value computed on the
 LA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1691.degrees latitude (g = 980.6199 gals.).
 LA1691
 LA1691.The modeled gravity was interpolated from observed gravity values.
 LA1691
 LA1691;                    North         East    Units  Estimated Accuracy
 LA1691;SPC IN E     -   633,310.       81,100.      MT  (+/- 180 meters Scaled)
 LA1691
 LA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933340(NAD 83)
 LA1691
 LA1691                          SUPERSEDED SURVEY CONTROL
 LA1691
 LA1691  NGVD 29 (??/??/92)  234.293  (m)          768.68   (f) ADJ UNCH    2 0
 LA1691
 LA1691.Superseded values are not recommended for survey control.
 LA1691
 LA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1691.See file dsdata.pdf to determine how the superseded data were derived.
 LA1691
 LA1691_MARKER: DB = BENCH MARK DISK
 LA1691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1691_SP_SET: BOX CULVERT HEADWALL
 LA1691_STAMPING: E 178 1946
 LA1691_MARK LOGO: CGS
 LA1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1691+STABILITY: SURFACE MOTION
 LA1691
 LA1691  HISTORY     - Date     Condition        Report By
 LA1691  HISTORY     - 1946     MONUMENTED       CGS
 LA1691
 LA1691                          STATION DESCRIPTION
 LA1691
 LA1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1691'8.2 MI S FROM SILVER LAKE.
 LA1691'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 LA1691'AT SILVER LAKE, ABOUT 0.3 MILE NORTH OF THE EEL RIVER BRIDGE, SET
 LA1691'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3-FOOT
 LA1691'CONCRETE BOX CULVERT, 22 FEET WEST OF THE CENTER LINE OF THE
 LA1691'HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT
 LA1691'0.5 FOOT BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0455 ***********************************************************************
 ME0455  DESIGNATION -  E 179
 ME0455  PID         -  ME0455
 ME0455  STATE/COUNTY-  IN/FULTON
 ME0455  COUNTRY     -  US
 ME0455  USGS QUAD   -  ROCHESTER (2019)
 ME0455
 ME0455                         *CURRENT SURVEY CONTROL
 ME0455  ______________________________________________________________________
 ME0455* NAD 83(1986) POSITION- 41 03 14.     (N) 086 14 29.     (W)   SCALED
 ME0455* NAVD 88 ORTHO HEIGHT -   236.542 (meters)      776.05  (feet) ADJUSTED
 ME0455  ______________________________________________________________________
 ME0455  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 ME0455  DYNAMIC HEIGHT  -        236.440 (meters)      775.72  (feet) COMP
 ME0455  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 ME0455
 ME0455  VERT ORDER      -  SECOND    CLASS 0
 ME0455
 ME0455.The horizontal coordinates were scaled from a map and have
 ME0455.an estimated accuracy of +/- 6 seconds.
 ME0455
 ME0455.The orthometric height was determined by differential leveling and
 ME0455.adjusted by the NATIONAL GEODETIC SURVEY
 ME0455.in June 1991.
 ME0455
 ME0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0455.GEOID18 height accuracy estimate available here.
 ME0455
 ME0455.Click photographs - Photos may exist for this station.
 ME0455
 ME0455.The dynamic height is computed by dividing the NAVD 88
 ME0455.geopotential number by the normal gravity value computed on the
 ME0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0455.degrees latitude (g = 980.6199 gals.).
 ME0455
 ME0455.The modeled gravity was interpolated from observed gravity values.
 ME0455
 ME0455;                    North         East    Units  Estimated Accuracy
 ME0455;SPC IN E     -   644,700.       51,690.      MT  (+/- 180 meters Scaled)
 ME0455
 ME0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL637450(NAD 83)
 ME0455
 ME0455                          SUPERSEDED SURVEY CONTROL
 ME0455
 ME0455  NGVD 29 (??/??/92)  236.665  (m)          776.46   (f) ADJ UNCH    2 0
 ME0455
 ME0455.Superseded values are not recommended for survey control.
 ME0455
 ME0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0455.See file dsdata.pdf to determine how the superseded data were derived.
 ME0455
 ME0455_MARKER: DB = BENCH MARK DISK
 ME0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0455_SP_SET: CULVERT HEADWALL
 ME0455_STAMPING: E 179 1946
 ME0455_MARK LOGO: CGS
 ME0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0455+STABILITY: SURFACE MOTION
 ME0455
 ME0455  HISTORY     - Date     Condition        Report By
 ME0455  HISTORY     - 1946     MONUMENTED       CGS
 ME0455  HISTORY     - 1990     GOOD             USPSQD
 ME0455
 ME0455                          STATION DESCRIPTION
 ME0455
 ME0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0455'2 MI SW FROM ROCHESTER.
 ME0455'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 ME0455'AT ROCHESTER, THENCE ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 14,
 ME0455'AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, SET IN THE
 ME0455'TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 14 INCH CORRUGATED
 ME0455'PIPE CULVERT.  158 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0455'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 ME0455'OF THE WEST END OF THE CONCRETE HEAD WALL, AND ABOUT LEVEL WITH
 ME0455'THE HIGHWAY.
 ME0455
 ME0455                          STATION RECOVERY (1990)
 ME0455
 ME0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0925 ***********************************************************************
 ME0925  DESIGNATION -  E 18
 ME0925  PID         -  ME0925
 ME0925  STATE/COUNTY-  IN/LAKE
 ME0925  COUNTRY     -  US
 ME0925  USGS QUAD   -  WHITING (2019)
 ME0925
 ME0925                         *CURRENT SURVEY CONTROL
 ME0925  ______________________________________________________________________
 ME0925* NAD 83(1986) POSITION- 41 37 49.     (N) 087 27 36.     (W)   SCALED
 ME0925* NAVD 88 ORTHO HEIGHT -   179.610 (meters)      589.27  (feet) ADJUSTED
 ME0925  ______________________________________________________________________
 ME0925  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 ME0925  DYNAMIC HEIGHT  -        179.545 (meters)      589.06  (feet) COMP
 ME0925  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 ME0925
 ME0925  VERT ORDER      -  FIRST     CLASS II
 ME0925
 ME0925.The horizontal coordinates were scaled from a map and have
 ME0925.an estimated accuracy of +/- 6 seconds.
 ME0925
 ME0925.The orthometric height was determined by differential leveling and
 ME0925.adjusted by the NATIONAL GEODETIC SURVEY
 ME0925.in June 1991.
 ME0925
 ME0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0925.GEOID18 height accuracy estimate available here.
 ME0925
 ME0925.Click photographs - Photos may exist for this station.
 ME0925
 ME0925.The dynamic height is computed by dividing the NAVD 88
 ME0925.geopotential number by the normal gravity value computed on the
 ME0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0925.degrees latitude (g = 980.6199 gals.).
 ME0925
 ME0925.The modeled gravity was interpolated from observed gravity values.
 ME0925
 ME0925;                    North         East    Units  Estimated Accuracy
 ME0925;SPC IN W     -   708,620.      868,610.      MT  (+/- 180 meters Scaled)
 ME0925
 ME0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM616088(NAD 83)
 ME0925
 ME0925                          SUPERSEDED SURVEY CONTROL
 ME0925
 ME0925  NGVD 29 (??/??/92)  179.718  (m)          589.62   (f) ADJ UNCH    1 2
 ME0925
 ME0925.Superseded values are not recommended for survey control.
 ME0925
 ME0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0925.See file dsdata.pdf to determine how the superseded data were derived.
 ME0925
 ME0925_MARKER: DB = BENCH MARK DISK
 ME0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0925_STAMPING: E 18 1934
 ME0925_MARK LOGO: CGS
 ME0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0925+STABILITY: SURFACE MOTION
 ME0925
 ME0925  HISTORY     - Date     Condition        Report By
 ME0925  HISTORY     - 1934     MONUMENTED       CGS
 ME0925  HISTORY     - 1947     MARK NOT FOUND   CGS
 ME0925
 ME0925                          STATION DESCRIPTION
 ME0925
 ME0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0925'AT EAST CHICAGO.
 ME0925'AT EAST CHICAGO, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 ME0925'50 FEET NORTHEAST OF THE STATION, 75 FEET WEST OF A SIGNAL
 ME0925'TOWER, IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE BALTIMORE
 ME0925'AND OHIO RAILROAD, 60 FEET WEST OF THE WEST RAIL OF THE N.Y.C.
 ME0925'TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE RAIL.  A STANDARD
 ME0925'DISK, STAMPED E 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1682 ***********************************************************************
 LA1682  DESIGNATION -  E 180
 LA1682  PID         -  LA1682
 LA1682  STATE/COUNTY-  IN/WABASH
 LA1682  COUNTRY     -  US
 LA1682  USGS QUAD   -  ROANN (2019)
 LA1682
 LA1682                         *CURRENT SURVEY CONTROL
 LA1682  ______________________________________________________________________
 LA1682* NAD 83(1986) POSITION- 40 54 48.     (N) 085 54 28.     (W)   SCALED
 LA1682* NAVD 88 ORTHO HEIGHT -   234.114 (meters)      768.09  (feet) ADJUSTED
 LA1682  ______________________________________________________________________
 LA1682  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 LA1682  DYNAMIC HEIGHT  -        234.005 (meters)      767.73  (feet) COMP
 LA1682  MODELED GRAVITY -    980,153.6   (mgal)                       NAVD 88
 LA1682
 LA1682  VERT ORDER      -  SECOND    CLASS 0
 LA1682
 LA1682.The horizontal coordinates were scaled from a map and have
 LA1682.an estimated accuracy of +/- 6 seconds.
 LA1682
 LA1682.The orthometric height was determined by differential leveling and
 LA1682.adjusted by the NATIONAL GEODETIC SURVEY
 LA1682.in June 1991.
 LA1682
 LA1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1682.GEOID18 height accuracy estimate available here.
 LA1682
 LA1682.Click photographs - Photos may exist for this station.
 LA1682
 LA1682.The dynamic height is computed by dividing the NAVD 88
 LA1682.geopotential number by the normal gravity value computed on the
 LA1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1682.degrees latitude (g = 980.6199 gals.).
 LA1682
 LA1682.The modeled gravity was interpolated from observed gravity values.
 LA1682
 LA1682;                    North         East    Units  Estimated Accuracy
 LA1682;SPC IN E     -   628,960.       79,690.      MT  (+/- 180 meters Scaled)
 LA1682
 LA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL919297(NAD 83)
 LA1682
 LA1682                          SUPERSEDED SURVEY CONTROL
 LA1682
 LA1682  NGVD 29 (??/??/92)  234.236  (m)          768.49   (f) ADJ UNCH    2 0
 LA1682
 LA1682.Superseded values are not recommended for survey control.
 LA1682
 LA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1682.See file dsdata.pdf to determine how the superseded data were derived.
 LA1682
 LA1682_MARKER: DB = BENCH MARK DISK
 LA1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1682_STAMPING: E 180 1946
 LA1682_MARK LOGO: CGS
 LA1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1682+STABILITY: SURFACE MOTION
 LA1682
 LA1682  HISTORY     - Date     Condition        Report By
 LA1682  HISTORY     - 1946     MONUMENTED       CGS
 LA1682
 LA1682                          STATION DESCRIPTION
 LA1682
 LA1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1682'0.9 MI E FROM ROANN.
 LA1682'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 16 FROM THE CROSS-ROADS
 LA1682'AT ROANN, ABOUT 1.0 MILE WEST OF THE INTERSECTION OF STATE
 LA1682'HIGHWAY 15, AT THE R.E. HALL RESIDENCE, 67 FEET SOUTHEAST OF THE
 LA1682'SOUTHEAST CORNER OF THE HOUSE, 38 FEET NORTH AND ACROSS THE
 LA1682'HIGHWAY FROM A T FENCE CORNER POST IN THE SOUTH RIGHT-OF-WAY
 LA1682'FENCE, 42 FEET WEST OF A CORNER FENCE POST, 18 FEET NORTH OF THE
 LA1682'CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF POWER POLE NO.
 LA1682'3-171/427, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP
 LA1682'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0191 ***********************************************************************
 LB0191  DESIGNATION -  E 181
 LB0191  PID         -  LB0191
 LB0191  STATE/COUNTY-  IN/FULTON
 LB0191  COUNTRY     -  US
 LB0191  USGS QUAD   -  FULTON (2019)
 LB0191
 LB0191                         *CURRENT SURVEY CONTROL
 LB0191  ______________________________________________________________________
 LB0191* NAD 83(1986) POSITION- 40 57 11.     (N) 086 18 32.     (W)   SCALED
 LB0191* NAVD 88 ORTHO HEIGHT -   235.870 (meters)      773.85  (feet) ADJUSTED
 LB0191  ______________________________________________________________________
 LB0191  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 LB0191  DYNAMIC HEIGHT  -        235.766 (meters)      773.51  (feet) COMP
 LB0191  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 LB0191
 LB0191  VERT ORDER      -  SECOND    CLASS 0
 LB0191
 LB0191.The horizontal coordinates were scaled from a map and have
 LB0191.an estimated accuracy of +/- 6 seconds.
 LB0191
 LB0191.The orthometric height was determined by differential leveling and
 LB0191.adjusted by the NATIONAL GEODETIC SURVEY
 LB0191.in June 1991.
 LB0191
 LB0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0191.GEOID18 height accuracy estimate available here.
 LB0191
 LB0191.Click photographs - Photos may exist for this station.
 LB0191
 LB0191.The dynamic height is computed by dividing the NAVD 88
 LB0191.geopotential number by the normal gravity value computed on the
 LB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0191.degrees latitude (g = 980.6199 gals.).
 LB0191
 LB0191.The modeled gravity was interpolated from observed gravity values.
 LB0191
 LB0191;                    North         East    Units  Estimated Accuracy
 LB0191;SPC IN E     -   633,540.       45,930.      MT  (+/- 180 meters Scaled)
 LB0191
 LB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581337(NAD 83)
 LB0191
 LB0191                          SUPERSEDED SURVEY CONTROL
 LB0191
 LB0191  NGVD 29 (??/??/92)  235.991  (m)          774.25   (f) ADJ UNCH    2 0
 LB0191
 LB0191.Superseded values are not recommended for survey control.
 LB0191
 LB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0191.See file dsdata.pdf to determine how the superseded data were derived.
 LB0191
 LB0191_MARKER: DB = BENCH MARK DISK
 LB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0191_STAMPING: E 181 1946
 LB0191_MARK LOGO: CGS
 LB0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0191+STABILITY: SURFACE MOTION
 LB0191
 LB0191  HISTORY     - Date     Condition        Report By
 LB0191  HISTORY     - 1946     MONUMENTED       CGS
 LB0191  HISTORY     - 1989     POOR             USPSQD
 LB0191
 LB0191                          STATION DESCRIPTION
 LB0191
 LB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0191'3.2 MI SW FROM FULTON.
 LB0191'ABOUT 0.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0191'AT FULTON, THENCE ABOUT 2.9 MILES WEST ALONG A GRAVEL ROAD
 LB0191'LEADING TO BLUEGRASS, ABOUT 1.9 MILES EAST OF THE B.F. COOK STORE
 LB0191'AT BLUEGRASS, ABOUT 0.1 MILE NORTH OF A FARM HOUSE ON THE EAST
 LB0191'SIDE OF THE ROAD, AT THE JUNCTION OF A T ROAD LEADING WEST, 68 FEET
 LB0191'EAST AND ACROSS THE NORTH-SOUTH ROAD FROM A CONCRETE TELEPHONE
 LB0191'CO. UNDER GROUND CABLE LINE MARKER, 16 FEET EAST OF THE CENTER
 LB0191'LINE OF THE ROAD, 23 FEET SOUTH OF THE EXTENDED CENTER LINE
 LB0191'OF THE ROAD WEST AND A CORNER FENCE POST, 6 FEET NORTH OF A
 LB0191'TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE, ABOUT 0.5 FOOT
 LB0191'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0191'6 INCHES.
 LB0191
 LB0191                          STATION RECOVERY (1989)
 LB0191
 LB0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0191'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1027 ***********************************************************************
 MD1027  DESIGNATION -  E 182
 MD1027  PID         -  MD1027
 MD1027  STATE/COUNTY-  IN/KOSCIUSKO
 MD1027  COUNTRY     -  US
 MD1027  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1027
 MD1027                         *CURRENT SURVEY CONTROL
 MD1027  ______________________________________________________________________
 MD1027* NAD 83(1986) POSITION- 41 03 46.     (N) 085 52 07.     (W)   SCALED
 MD1027* NAVD 88 ORTHO HEIGHT -   271.697 (meters)      891.39  (feet) ADJUSTED
 MD1027  ______________________________________________________________________
 MD1027  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 MD1027  DYNAMIC HEIGHT  -        271.576 (meters)      891.00  (feet) COMP
 MD1027  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 MD1027
 MD1027  VERT ORDER      -  FIRST     CLASS II
 MD1027
 MD1027.The horizontal coordinates were scaled from a map and have
 MD1027.an estimated accuracy of +/- 6 seconds.
 MD1027
 MD1027.The orthometric height was determined by differential leveling and
 MD1027.adjusted by the NATIONAL GEODETIC SURVEY
 MD1027.in June 1991.
 MD1027
 MD1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1027.GEOID18 height accuracy estimate available here.
 MD1027
 MD1027.Click photographs - Photos may exist for this station.
 MD1027
 MD1027.The dynamic height is computed by dividing the NAVD 88
 MD1027.geopotential number by the normal gravity value computed on the
 MD1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1027.degrees latitude (g = 980.6199 gals.).
 MD1027
 MD1027.The modeled gravity was interpolated from observed gravity values.
 MD1027
 MD1027;                    North         East    Units  Estimated Accuracy
 MD1027;SPC IN E     -   645,550.       83,030.      MT  (+/- 180 meters Scaled)
 MD1027
 MD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL950463(NAD 83)
 MD1027
 MD1027                          SUPERSEDED SURVEY CONTROL
 MD1027
 MD1027  NGVD 29 (??/??/92)  271.823  (m)          891.81   (f) ADJ UNCH    1 2
 MD1027
 MD1027.Superseded values are not recommended for survey control.
 MD1027
 MD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1027.See file dsdata.pdf to determine how the superseded data were derived.
 MD1027
 MD1027_MARKER: DB = BENCH MARK DISK
 MD1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1027_STAMPING: E 182 1946
 MD1027_MARK LOGO: CGS
 MD1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1027+STABILITY: SURFACE MOTION
 MD1027
 MD1027  HISTORY     - Date     Condition        Report By
 MD1027  HISTORY     - 1946     MONUMENTED       CGS
 MD1027  HISTORY     - 1972     GOOD             NGS
 MD1027
 MD1027                          STATION DESCRIPTION
 MD1027
 MD1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1027'1 MI SE FROM SILVER LAKE.
 MD1027'1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1027'STATION AT SILVER LAKE, ABOUT 0.3 MILE SOUTHEAST OF A DIRT ROAD
 MD1027'CROSSING, 269 FEET NORTHWEST OF A T FENCE CORNER POST IN THE SOUTHWEST
 MD1027'RIGHT-OF-WAY FENCE, 91 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 MD1027'POLE NO. 92/20, 82 FEET SOUTH OF A WHISTLE SIGN POST, 44.5 FEET
 MD1027'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF THE
 MD1027'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW THE TRACK, AND SET IN THE
 MD1027'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MD1027
 MD1027                          STATION RECOVERY (1972)
 MD1027
 MD1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MD1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0150 ***********************************************************************
 LB0150  DESIGNATION -  E 183
 LB0150  PID         -  LB0150
 LB0150  STATE/COUNTY-  IN/CASS
 LB0150  COUNTRY     -  US
 LB0150  USGS QUAD   -  LOGANSPORT (2019)
 LB0150
 LB0150                         *CURRENT SURVEY CONTROL
 LB0150  ______________________________________________________________________
 LB0150* NAD 83(1986) POSITION- 40 52 00.     (N) 086 17 04.     (W)   SCALED
 LB0150* NAVD 88 ORTHO HEIGHT -   240.118 (meters)      787.79  (feet) ADJUSTED
 LB0150  ______________________________________________________________________
 LB0150  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 LB0150  DYNAMIC HEIGHT  -        240.008 (meters)      787.43  (feet) COMP
 LB0150  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 LB0150
 LB0150  VERT ORDER      -  SECOND    CLASS 0
 LB0150
 LB0150.The horizontal coordinates were scaled from a map and have
 LB0150.an estimated accuracy of +/- 6 seconds.
 LB0150
 LB0150.The orthometric height was determined by differential leveling and
 LB0150.adjusted by the NATIONAL GEODETIC SURVEY
 LB0150.in June 1991.
 LB0150
 LB0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0150.GEOID18 height accuracy estimate available here.
 LB0150
 LB0150.Click photographs - Photos may exist for this station.
 LB0150
 LB0150.The dynamic height is computed by dividing the NAVD 88
 LB0150.geopotential number by the normal gravity value computed on the
 LB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0150.degrees latitude (g = 980.6199 gals.).
 LB0150
 LB0150.The modeled gravity was interpolated from observed gravity values.
 LB0150
 LB0150;                    North         East    Units  Estimated Accuracy
 LB0150;SPC IN E     -   623,940.       47,920.      MT  (+/- 180 meters Scaled)
 LB0150
 LB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL603242(NAD 83)
 LB0150
 LB0150                          SUPERSEDED SURVEY CONTROL
 LB0150
 LB0150  NGVD 29 (??/??/92)  240.234  (m)          788.17   (f) ADJ UNCH    2 0
 LB0150
 LB0150.Superseded values are not recommended for survey control.
 LB0150
 LB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0150.See file dsdata.pdf to determine how the superseded data were derived.
 LB0150
 LB0150_MARKER: DB = BENCH MARK DISK
 LB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0150_STAMPING: E 183 1946
 LB0150_MARK LOGO: CGS
 LB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0150+STABILITY: SURFACE MOTION
 LB0150
 LB0150  HISTORY     - Date     Condition        Report By
 LB0150  HISTORY     - 1946     MONUMENTED       CGS
 LB0150  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0150
 LB0150                          STATION DESCRIPTION
 LB0150
 LB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0150'1.6 MI E FROM METEA.
 LB0150'ABOUT 1.55 MILES EAST ALONG STATE HIGHWAY 16 FROM ITS INTERSECTION
 LB0150'WITH STATE HIGHWAY 25 AT METEA, ABOUT 0.4 MILE EAST OF A
 LB0150'CONCRETE BRIDGE OVER TWELVE MILE CREEK, SET AT THE EAST END OF
 LB0150'AN S CURVE, ABOUT 125 YARDS WEST OF A 14 INCH PIPE CULVERT,
 LB0150'53 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE NO
 LB0150'127/655, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0150'14 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A T FENCE
 LB0150'CORNER POST AND IN LINE WITH THE FENCE LEADING NORTH, ABOUT
 LB0150'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LB0150'POST PROJECTING 6 INCHES.
 LB0150
 LB0150                          STATION RECOVERY (1989)
 LB0150
 LB0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0230 ***********************************************************************
 ME0230  DESIGNATION -  E 184
 ME0230  PID         -  ME0230
 ME0230  STATE/COUNTY-  IN/MARSHALL
 ME0230  COUNTRY     -  US
 ME0230  USGS QUAD   -  BOURBON (2019)
 ME0230
 ME0230                         *CURRENT SURVEY CONTROL
 ME0230  ______________________________________________________________________
 ME0230* NAD 83(1986) POSITION- 41 17 23.     (N) 086 05 47.     (W)   SCALED
 ME0230* NAVD 88 ORTHO HEIGHT -   253.410 (meters)      831.40  (feet) ADJUSTED
 ME0230  ______________________________________________________________________
 ME0230  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 ME0230  DYNAMIC HEIGHT  -        253.304 (meters)      831.05  (feet) COMP
 ME0230  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 ME0230
 ME0230  VERT ORDER      -  FIRST     CLASS I
 ME0230
 ME0230.The horizontal coordinates were scaled from a map and have
 ME0230.an estimated accuracy of +/- 6 seconds.
 ME0230
 ME0230.The orthometric height was determined by differential leveling and
 ME0230.adjusted by the NATIONAL GEODETIC SURVEY
 ME0230.in April 1995.
 ME0230
 ME0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0230.GEOID18 height accuracy estimate available here.
 ME0230
 ME0230.Click photographs - Photos may exist for this station.
 ME0230
 ME0230.The dynamic height is computed by dividing the NAVD 88
 ME0230.geopotential number by the normal gravity value computed on the
 ME0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0230.degrees latitude (g = 980.6199 gals.).
 ME0230
 ME0230.The modeled gravity was interpolated from observed gravity values.
 ME0230
 ME0230;                    North         East    Units  Estimated Accuracy
 ME0230;SPC IN E     -   670,820.       64,010.      MT  (+/- 180 meters Scaled)
 ME0230
 ME0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL756713(NAD 83)
 ME0230
 ME0230                          SUPERSEDED SURVEY CONTROL
 ME0230
 ME0230  NAVD 88 (06/15/91)  253.415  (m)          831.41   (f) SUPERSEDED  1 1
 ME0230  NGVD 29 (01/19/93)  253.542  (m)          831.83   (f) ADJUSTED    1 1
 ME0230  NGVD 29 (??/??/92)  253.542  (m)          831.83   (f) SUPERSEDED  1 1
 ME0230
 ME0230.Superseded values are not recommended for survey control.
 ME0230
 ME0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0230.See file dsdata.pdf to determine how the superseded data were derived.
 ME0230
 ME0230_MARKER: DB = BENCH MARK DISK
 ME0230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0230_SP_SET: FOOTING
 ME0230_STAMPING: E 184 1946
 ME0230_MARK LOGO: CGS
 ME0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0230+STABILITY: SURFACE MOTION
 ME0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0230+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0230
 ME0230  HISTORY     - Date     Condition        Report By
 ME0230  HISTORY     - 1946     MONUMENTED       CGS
 ME0230  HISTORY     - 1968     GOOD             CGS
 ME0230  HISTORY     - 19920909 GOOD             NGS
 ME0230
 ME0230                          STATION DESCRIPTION
 ME0230
 ME0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0230'1 MI SE FROM BOURBON.
 ME0230'ABOUT 1.05 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0230'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, ABOUT 4 1/2 RAILS
 ME0230'NORTHWEST OF MILEPOST 372, SET IN THE TOP OF THE SOUTH CORNER OF
 ME0230'THE 2 1/2 FOOT SQUARE CONCRETE BASE FOR SEMAPHORE 372.1, 7 FEET
 ME0230'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK AND 1
 ME0230'FOOT BELOW THE LEVEL OF THE TRACK.  SEC 19, T 33 N, R 4 E.
 ME0230
 ME0230                          STATION RECOVERY (1992)
 ME0230
 ME0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0230'18.9 KM (11.75 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0230'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, NEAR THE
 ME0230'SOUTH CORNER OF THE CONCRETE FOOTING FOR AN ABANDONED RAILROAD
 ME0230'SIGNAL, 50.5 M (165.7 FT) NORTHWEST OF MILEPOST 372, 28.7 M
 ME0230'(94.2 FT) SOUTHWEST OF THE CENTERLINE OF OLD HIGHWAY 30, 6.1 M
 ME0230'(20.0 FT) NORTHEAST OF THE NEAR RAIL, 0.7 M (2.3 FT) BELOW THE LEVEL
 ME0230'OF THE TRACK, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1308 ***********************************************************************
 LA1308  DESIGNATION -  E 185
 LA1308  PID         -  LA1308
 LA1308  STATE/COUNTY-  IN/MADISON
 LA1308  COUNTRY     -  US
 LA1308  USGS QUAD   -  ALEXANDRIA (2019)
 LA1308
 LA1308                         *CURRENT SURVEY CONTROL
 LA1308  ______________________________________________________________________
 LA1308* NAD 83(1986) POSITION- 40 18 47.42   (N) 085 39 10.45   (W)   HD_HELD1
 LA1308* NAVD 88 ORTHO HEIGHT -   272.314 (meters)      893.42  (feet) ADJUSTED
 LA1308  ______________________________________________________________________
 LA1308  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 LA1308  DYNAMIC HEIGHT  -        272.173 (meters)      892.95  (feet) COMP
 LA1308  MODELED GRAVITY -    980,099.6   (mgal)                       NAVD 88
 LA1308
 LA1308  VERT ORDER      -  FIRST     CLASS II
 LA1308
 LA1308.The horizontal coordinates were determined by differentially corrected
 LA1308.hand held GPS observations or other comparable positioning techniques
 LA1308.and have an estimated accuracy of +/- 3 meters.
 LA1308
 LA1308.The orthometric height was determined by differential leveling and
 LA1308.adjusted by the NATIONAL GEODETIC SURVEY
 LA1308.in June 1991.
 LA1308
 LA1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1308.GEOID18 height accuracy estimate available here.
 LA1308
 LA1308.Click photographs - Photos may exist for this station.
 LA1308
 LA1308.The dynamic height is computed by dividing the NAVD 88
 LA1308.geopotential number by the normal gravity value computed on the
 LA1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1308.degrees latitude (g = 980.6199 gals.).
 LA1308
 LA1308.The modeled gravity was interpolated from observed gravity values.
 LA1308
 LA1308;                    North         East    Units  Estimated Accuracy
 LA1308;SPC IN E     -   562,290.5     101,169.9     MT  (+/- 3 meters HH1 GPS) 
 LA1308
 LA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1446263387(NAD 83)
 LA1308
 LA1308                          SUPERSEDED SURVEY CONTROL
 LA1308
 LA1308  NGVD 29 (??/??/92)  272.456  (m)          893.88   (f) ADJ UNCH    1 2
 LA1308
 LA1308.Superseded values are not recommended for survey control.
 LA1308
 LA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1308.See file dsdata.pdf to determine how the superseded data were derived.
 LA1308
 LA1308_MARKER: DB = BENCH MARK DISK
 LA1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1308_STAMPING: E 185 1946
 LA1308_MARK LOGO: CGS
 LA1308_PROJECTION: PROJECTING 30 CENTIMETERS
 LA1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1308+STABILITY: SURFACE MOTION
 LA1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1308+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2018
 LA1308
 LA1308  HISTORY     - Date     Condition        Report By
 LA1308  HISTORY     - 1946     MONUMENTED       CGS
 LA1308  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 LA1308  HISTORY     - 20180914 GOOD             INDOT
 LA1308
 LA1308                          STATION DESCRIPTION
 LA1308
 LA1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1308'2 MI S FROM SUMMITVILLE.
 LA1308'ABOUT 2.05 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1308'THE STATION AT SUMMITVILLE, SET IN THE SOUTHWEST QUARTER OF A
 LA1308'BLACK TOP ROAD CROSSING, 117 FEET EAST AND ACROSS THE ROAD AND
 LA1308'TRACK FROM MILE POST 150, 35 FEET SOUTHEAST OF THE SOUTHEAST
 LA1308'RAIL, 33 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH BLACK
 LA1308'TOP ROAD, 3.5 FEET SOUTH OF A POWER LINE BRACE POLE, 3 FEET
 LA1308'SOUTHWEST OF A 10 INCH CONCRETE FENCE CORNER POST, ABOUT LEVEL
 LA1308'WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 LA1308'PROJECTING 6 INCHES.
 LA1308
 LA1308                          STATION RECOVERY (1999)
 LA1308
 LA1308'RECOVERY NOTE BY US POWER SQUADRON 1999
 LA1308'MARK NOT FOUND.
 LA1308
 LA1308                          STATION RECOVERY (2018)
 LA1308
 LA1308'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 LA1308'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF GASTON, 7.1 MI
 LA1308'(11.4 KM) SOUTH OF FAIRMOUNT, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF
 LA1308'ALEXANDRIA AND 1.7 MI (2.7 KM) SOUTH-SOUTHWEST OF SUMMITVILLE.
 LA1308'
 LA1308'TO REACH FROM THE INTERSECTION OF STATE ROAD 9 AND STATE ROAD 28, (AKA
 LA1308'COUNTY ROAD 1200 NORTH) ON THE NORTH SIDE OF ALEXANDRIA.
 LA1308'
 LA1308'THE MARK IS LOCATED 1 MI (1.6 KM) EAST ON STATE ROAD 28, (AKA COUNTY
 LA1308'ROAD 1200 NORTH) TO COUNTY ROAD NORTH 100 EAST.  TURN LEFT (NORTH) AND
 LA1308'TRAVEL 2.4 MI (3.9 KM) ALONG COUNTY ROAD NORTH 100 EAST TO THE
 LA1308'MONUMENT ON THE RIGHT (EAST) SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1095 ***********************************************************************
 MD1095  DESIGNATION -  E 186
 MD1095  PID         -  MD1095
 MD1095  STATE/COUNTY-  IN/WHITLEY
 MD1095  COUNTRY     -  US
 MD1095  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1095
 MD1095                         *CURRENT SURVEY CONTROL
 MD1095  ______________________________________________________________________
 MD1095* NAD 83(1986) POSITION- 41 04 39.     (N) 085 31 43.     (W)   SCALED
 MD1095* NAVD 88 ORTHO HEIGHT -   260.497 (meters)      854.65  (feet) ADJUSTED
 MD1095  ______________________________________________________________________
 MD1095  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 MD1095  DYNAMIC HEIGHT  -        260.387 (meters)      854.29  (feet) COMP
 MD1095  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 MD1095
 MD1095  VERT ORDER      -  SECOND    CLASS 0
 MD1095
 MD1095.The horizontal coordinates were scaled from a map and have
 MD1095.an estimated accuracy of +/- 6 seconds.
 MD1095
 MD1095.The orthometric height was determined by differential leveling and
 MD1095.adjusted by the NATIONAL GEODETIC SURVEY
 MD1095.in June 1991.
 MD1095
 MD1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1095.GEOID18 height accuracy estimate available here.
 MD1095
 MD1095.Click photographs - Photos may exist for this station.
 MD1095
 MD1095.The dynamic height is computed by dividing the NAVD 88
 MD1095.geopotential number by the normal gravity value computed on the
 MD1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1095.degrees latitude (g = 980.6199 gals.).
 MD1095
 MD1095.The modeled gravity was interpolated from observed gravity values.
 MD1095
 MD1095;                    North         East    Units  Estimated Accuracy
 MD1095;SPC IN E     -   647,170.      111,600.      MT  (+/- 180 meters Scaled)
 MD1095
 MD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL236484(NAD 83)
 MD1095
 MD1095                          SUPERSEDED SURVEY CONTROL
 MD1095
 MD1095  NGVD 29 (??/??/92)  260.640  (m)          855.12   (f) ADJ UNCH    2 0
 MD1095
 MD1095.Superseded values are not recommended for survey control.
 MD1095
 MD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1095.See file dsdata.pdf to determine how the superseded data were derived.
 MD1095
 MD1095_MARKER: DB = BENCH MARK DISK
 MD1095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1095_SP_SET: CULVERT HEADWALL
 MD1095_STAMPING: E 186 1946
 MD1095_MARK LOGO: CGS
 MD1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1095+STABILITY: SURFACE MOTION
 MD1095
 MD1095  HISTORY     - Date     Condition        Report By
 MD1095  HISTORY     - 1946     MONUMENTED       CGS
 MD1095  HISTORY     - 1961     GOOD             CGS
 MD1095
 MD1095                          STATION DESCRIPTION
 MD1095
 MD1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1095'5.8 MI E FROM SOUTH WHITLEY.
 MD1095'ABOUT 5.8 MILES E ALONG NO. 14 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1095'NO. 5 INDIANA HWY. AT THE S END OF STATE STREET IN SOUTH WHITLEY,
 MD1095'IN NW ANGLE OF INTERSECTION OF THE HWY. AND NO. 200 W GRAVEL
 MD1095'COUNTY ROAD, 39 FEET N OF CENTER LINE OF 20-FOOT ASPHALT HIGHWAY
 MD1095'PAVEMENT, 0.7 FOOT LOWER THAN SAME, IN DRILL HOLE IN TOP AND
 MD1095'1.2 FEET NE OF SW END OF WIDE-ANGLE V-SHAPED CONCRETE HEADWALL
 MD1095'OF 15-INCH METAL PIPE CULVERT UNDER THE GRAVEL ROAD.  IT IS 22
 MD1095'FEET W OF CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1717 ***********************************************************************
 LA1717  DESIGNATION -  E 187
 LA1717  PID         -  LA1717
 LA1717  STATE/COUNTY-  IN/HUNTINGTON
 LA1717  COUNTRY     -  US
 LA1717  USGS QUAD   -  BIPPUS (2019)
 LA1717
 LA1717                         *CURRENT SURVEY CONTROL
 LA1717  ______________________________________________________________________
 LA1717* NAD 83(1986) POSITION- 40 57 29.     (N) 085 37 26.     (W)   SCALED
 LA1717* NAVD 88 ORTHO HEIGHT -   255.336 (meters)      837.71  (feet) ADJUSTED
 LA1717  ______________________________________________________________________
 LA1717  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 LA1717  DYNAMIC HEIGHT  -        255.217 (meters)      837.32  (feet) COMP
 LA1717  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 LA1717
 LA1717  VERT ORDER      -  SECOND    CLASS 0
 LA1717
 LA1717.The horizontal coordinates were scaled from a map and have
 LA1717.an estimated accuracy of +/- 6 seconds.
 LA1717
 LA1717.The orthometric height was determined by differential leveling and
 LA1717.adjusted by the NATIONAL GEODETIC SURVEY
 LA1717.in June 1991.
 LA1717
 LA1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1717.GEOID18 height accuracy estimate available here.
 LA1717
 LA1717.Click photographs - Photos may exist for this station.
 LA1717
 LA1717.The dynamic height is computed by dividing the NAVD 88
 LA1717.geopotential number by the normal gravity value computed on the
 LA1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1717.degrees latitude (g = 980.6199 gals.).
 LA1717
 LA1717.The modeled gravity was interpolated from observed gravity values.
 LA1717
 LA1717;                    North         East    Units  Estimated Accuracy
 LA1717;SPC IN E     -   633,900.      103,600.      MT  (+/- 180 meters Scaled)
 LA1717
 LA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL158350(NAD 83)
 LA1717
 LA1717                          SUPERSEDED SURVEY CONTROL
 LA1717
 LA1717  NGVD 29 (??/??/92)  255.463  (m)          838.13   (f) ADJ UNCH    2 0
 LA1717
 LA1717.Superseded values are not recommended for survey control.
 LA1717
 LA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1717.See file dsdata.pdf to determine how the superseded data were derived.
 LA1717
 LA1717_MARKER: DB = BENCH MARK DISK
 LA1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1717_STAMPING: E 187 1946
 LA1717_MARK LOGO: CGS
 LA1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1717+STABILITY: SURFACE MOTION
 LA1717
 LA1717  HISTORY     - Date     Condition        Report By
 LA1717  HISTORY     - 1946     MONUMENTED       CGS
 LA1717
 LA1717                          STATION DESCRIPTION
 LA1717
 LA1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1717'1 MI N FROM BIPPUS.
 LA1717'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1717'RAILROAD STATION AT BIPPUS, AT THE INTERSECTION WITH AN EAST-WEST
 LA1717'GRAVEL ROAD, 160 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1717'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 LA1717'NORTHEAST OF A POWER POLE, 8 FEET EAST OF A FENCE CORNER, 1 FOOT
 LA1717'NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND SET
 LA1717'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA1717'NOTE-- THIS MARK IS ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY
 LA1717'105 FROM THE CROSS ROADS AT BRACKEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0863 ***********************************************************************
 LA0863  DESIGNATION -  E 189
 LA0863  PID         -  LA0863
 LA0863  STATE/COUNTY-  IN/ALLEN
 LA0863  COUNTRY     -  US
 LA0863  USGS QUAD   -  ZANESVILLE (2019)
 LA0863
 LA0863                         *CURRENT SURVEY CONTROL
 LA0863  ______________________________________________________________________
 LA0863* NAD 83(1986) POSITION- 40 59 16.     (N) 085 19 09.     (W)   SCALED
 LA0863* NAVD 88 ORTHO HEIGHT -   250.713 (meters)      822.55  (feet) ADJUSTED
 LA0863  ______________________________________________________________________
 LA0863  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 LA0863  DYNAMIC HEIGHT  -        250.604 (meters)      822.19  (feet) COMP
 LA0863  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 LA0863
 LA0863  VERT ORDER      -  SECOND    CLASS 0
 LA0863
 LA0863.The horizontal coordinates were scaled from a map and have
 LA0863.an estimated accuracy of +/- 6 seconds.
 LA0863
 LA0863.The orthometric height was determined by differential leveling and
 LA0863.adjusted by the NATIONAL GEODETIC SURVEY
 LA0863.in June 1991.
 LA0863
 LA0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0863.GEOID18 height accuracy estimate available here.
 LA0863
 LA0863.Click photographs - Photos may exist for this station.
 LA0863
 LA0863.The dynamic height is computed by dividing the NAVD 88
 LA0863.geopotential number by the normal gravity value computed on the
 LA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0863.degrees latitude (g = 980.6199 gals.).
 LA0863
 LA0863.The modeled gravity was interpolated from observed gravity values.
 LA0863
 LA0863;                    North         East    Units  Estimated Accuracy
 LA0863;SPC IN E     -   637,260.      129,240.      MT  (+/- 180 meters Scaled)
 LA0863
 LA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL413387(NAD 83)
 LA0863
 LA0863                          SUPERSEDED SURVEY CONTROL
 LA0863
 LA0863  NGVD 29 (??/??/92)  250.859  (m)          823.03   (f) ADJ UNCH    2 0
 LA0863
 LA0863.Superseded values are not recommended for survey control.
 LA0863
 LA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0863.See file dsdata.pdf to determine how the superseded data were derived.
 LA0863
 LA0863_MARKER: DB = BENCH MARK DISK
 LA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0863_STAMPING: E 189 1946
 LA0863_MARK LOGO: CGS
 LA0863_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0863+STABILITY: SURFACE MOTION
 LA0863
 LA0863  HISTORY     - Date     Condition        Report By
 LA0863  HISTORY     - 1946     MONUMENTED       CGS
 LA0863  HISTORY     - 1968     GOOD             CGS
 LA0863
 LA0863                          STATION DESCRIPTION
 LA0863
 LA0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0863'0.9 MI S FROM ABOITE.
 LA0863'ABOUT 0.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WABASH R.R.
 LA0863'CROSSING AT ABOITE ABOUT 0.45 MILE NORTH OF AN EAST-WEST CROSSROAD,
 LA0863'120 FT. NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 LA0863'OF AN OLD BRICK SCHOOL HOUSE AND NOW OCCUPIED AS A FARM RESIDENCE,
 LA0863'71 FT. NORTH OF THE C/L OF A GRAVEL DRIVEWAY LEADING EAST TO A
 LA0863'WHITE FARM HOUSE, 28 FT. EAST OF THE C/L OF THE ROAD, 4 FT.
 LA0863'SOUTHWEST OF A T FENCE CORNER, 3 FT. SOUTH OF A PWP. ABOUT LEVEL
 LA0863'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0863'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1053 ***********************************************************************
 ME1053  DESIGNATION -  E 19
 ME1053  PID         -  ME1053
 ME1053  STATE/COUNTY-  IN/LAKE
 ME1053  COUNTRY     -  US
 ME1053  USGS QUAD   -  GARY (2019)
 ME1053
 ME1053                         *CURRENT SURVEY CONTROL
 ME1053  ______________________________________________________________________
 ME1053* NAD 83(1986) POSITION- 41 36 23.     (N) 087 20 13.     (W)   SCALED
 ME1053* NAVD 88 ORTHO HEIGHT -   186.928 (meters)      613.28  (feet) ADJUSTED
 ME1053  ______________________________________________________________________
 ME1053  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 ME1053  DYNAMIC HEIGHT  -        186.860 (meters)      613.06  (feet) COMP
 ME1053  MODELED GRAVITY -    980,251.8   (mgal)                       NAVD 88
 ME1053
 ME1053  VERT ORDER      -  FIRST     CLASS II
 ME1053
 ME1053.The horizontal coordinates were scaled from a map and have
 ME1053.an estimated accuracy of +/- 6 seconds.
 ME1053
 ME1053.The orthometric height was determined by differential leveling and
 ME1053.adjusted by the NATIONAL GEODETIC SURVEY
 ME1053.in June 1991.
 ME1053
 ME1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1053.GEOID18 height accuracy estimate available here.
 ME1053
 ME1053.Click photographs - Photos may exist for this station.
 ME1053
 ME1053.The dynamic height is computed by dividing the NAVD 88
 ME1053.geopotential number by the normal gravity value computed on the
 ME1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1053.degrees latitude (g = 980.6199 gals.).
 ME1053
 ME1053.The modeled gravity was interpolated from observed gravity values.
 ME1053
 ME1053;                    North         East    Units  Estimated Accuracy
 ME1053;SPC IN W     -   705,930.      878,860.      MT  (+/- 180 meters Scaled)
 ME1053
 ME1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 ME1053
 ME1053                          SUPERSEDED SURVEY CONTROL
 ME1053
 ME1053  NGVD 29 (01/19/93)  187.043  (m)          613.66   (f) ADJUSTED    1 2
 ME1053  NGVD 29 (??/??/92)  187.068  (m)          613.74   (f) SUPERSEDED  1 2
 ME1053
 ME1053.Superseded values are not recommended for survey control.
 ME1053
 ME1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1053.See file dsdata.pdf to determine how the superseded data were derived.
 ME1053
 ME1053_MARKER: DB = BENCH MARK DISK
 ME1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1053_SP_SET: RETAINING WALL
 ME1053_STAMPING: E 19 1934
 ME1053_MARK LOGO: CGS
 ME1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1053+STABILITY: SURFACE MOTION
 ME1053
 ME1053  HISTORY     - Date     Condition        Report By
 ME1053  HISTORY     - 1934     MONUMENTED       CGS
 ME1053  HISTORY     - 1934     GOOD             CGS
 ME1053  HISTORY     - 1985     GOOD             NGS
 ME1053
 ME1053                          STATION DESCRIPTION
 ME1053
 ME1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1053'AT GARY.
 ME1053'AT GARY, LAKE COUNTY, 25 YARDS EAST OF THE NORTHEAST CORNER OF THE
 ME1053'NEW YORK CENTRAL RAILROAD STATION, IN THE TOP OF THE CONCRETE
 ME1053'RETAINING WALL OF THE PLATFORM AND RAMP, 3 YARDS WEST OF THE
 ME1053'EAST END OF THE WALL, 4 INCHES SOUTH OF THE GUARD FENCE, AND 4
 ME1053'YARDS SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK.  A
 ME1053'STANDARD DISK, STAMPED E 19 1934.
 ME1053
 ME1053                          STATION RECOVERY (1985)
 ME1053
 ME1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1053'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 ME1053'MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM ITS JUNCTION
 ME1053'WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, IN THE CENTER OF THE EAST
 ME1053'END OF A CONCRETE RETAINING WALL, 34.8 M (114.2 FT) EAST OF THE CENTER
 ME1053'OF THE HIGHWAY, 22.9 M (75.1 FT) EAST OF THE NORTHEAST CORNER OF THE
 ME1053'NEW YORK CENTRAL RAILROAD STATION, 20.3 M (66.6 FT) SOUTHEAST OF
 ME1053'RAILROAD MILEPOST 196, 3.9 M (12.8 FT) SOUTH OF THE NEAR RAIL OF THE
 ME1053'CONRAIL RAILROAD, AND 2.9 M (9.5 FT) WEST OF THE EAST END OF THE
 ME1053'RETAINING WALL.
 ME1053'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0794 ***********************************************************************
 MD0794  DESIGNATION -  E 190
 MD0794  PID         -  MD0794
 MD0794  STATE/COUNTY-  IN/ALLEN
 MD0794  COUNTRY     -  US
 MD0794  USGS QUAD   -  ARCOLA (2019)
 MD0794
 MD0794                         *CURRENT SURVEY CONTROL
 MD0794  ______________________________________________________________________
 MD0794* NAD 83(1986) POSITION- 41 04 29.     (N) 085 20 11.     (W)   SCALED
 MD0794* NAVD 88 ORTHO HEIGHT -   255.385 (meters)      837.88  (feet) ADJUSTED
 MD0794  ______________________________________________________________________
 MD0794  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 MD0794  DYNAMIC HEIGHT  -        255.283 (meters)      837.54  (feet) COMP
 MD0794  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 MD0794
 MD0794  VERT ORDER      -  SECOND    CLASS 0
 MD0794
 MD0794.The horizontal coordinates were scaled from a map and have
 MD0794.an estimated accuracy of +/- 6 seconds.
 MD0794
 MD0794.The orthometric height was determined by differential leveling and
 MD0794.adjusted by the NATIONAL GEODETIC SURVEY
 MD0794.in June 1991.
 MD0794
 MD0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0794.GEOID18 height accuracy estimate available here.
 MD0794
 MD0794.Click photographs - Photos may exist for this station.
 MD0794
 MD0794.The dynamic height is computed by dividing the NAVD 88
 MD0794.geopotential number by the normal gravity value computed on the
 MD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0794.degrees latitude (g = 980.6199 gals.).
 MD0794
 MD0794.The modeled gravity was interpolated from observed gravity values.
 MD0794
 MD0794;                    North         East    Units  Estimated Accuracy
 MD0794;SPC IN E     -   646,910.      127,760.      MT  (+/- 180 meters Scaled)
 MD0794
 MD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397483(NAD 83)
 MD0794
 MD0794                          SUPERSEDED SURVEY CONTROL
 MD0794
 MD0794  NGVD 29 (??/??/92)  255.540  (m)          838.38   (f) ADJ UNCH    2 0
 MD0794
 MD0794.Superseded values are not recommended for survey control.
 MD0794
 MD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0794.See file dsdata.pdf to determine how the superseded data were derived.
 MD0794
 MD0794_MARKER: DB = BENCH MARK DISK
 MD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0794_STAMPING: E 190 1946
 MD0794_MARK LOGO: CGS
 MD0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0794+STABILITY: SURFACE MOTION
 MD0794
 MD0794  HISTORY     - Date     Condition        Report By
 MD0794  HISTORY     - 1946     MONUMENTED       CGS
 MD0794  HISTORY     - 1968     GOOD             INHD
 MD0794
 MD0794                          STATION DESCRIPTION
 MD0794
 MD0794'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0794'0.6 MI S FROM DUNFEE.
 MD0794'0.6 MILES SOUTH ALONG THE COUNTY LINE ROAD FROM THE CROSSING
 MD0794'OF THE NEW YORK CENTRAL AND ST. LOUIS R.R. AT DUNFEE, IN THE
 MD0794'SOUTHEAST QUARTER OF THE INTERSECTION WITH S.R. 14, 69 FT. EAST
 MD0794'OF THE CENTERLINE OF THE COUNTY ROAD, 43 FT. SOUTH OF THE
 MD0794'CENTERLINE OF S.R. 14, 11.5 FT. EAST OF APWP. 58-801, 1 FT.
 MD0794'NORTH OF THE FENCE LINE, 1 FT. EAST OF A STEEL WITNESS POST,
 MD0794'1 FT. BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 MD0794'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0301 ***********************************************************************
 LB0301  DESIGNATION -  E 191
 LB0301  PID         -  LB0301
 LB0301  STATE/COUNTY-  IN/MIAMI
 LB0301  COUNTRY     -  US
 LB0301  USGS QUAD   -  MIAMI (2019)
 LB0301
 LB0301                         *CURRENT SURVEY CONTROL
 LB0301  ______________________________________________________________________
 LB0301* NAD 83(1986) POSITION- 40 34 43.     (N) 086 01 33.     (W)   SCALED
 LB0301* NAVD 88 ORTHO HEIGHT -   256.791 (meters)      842.49  (feet) ADJUSTED
 LB0301  ______________________________________________________________________
 LB0301  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 LB0301  DYNAMIC HEIGHT  -        256.661 (meters)      842.06  (feet) COMP
 LB0301  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 LB0301
 LB0301  VERT ORDER      -  SECOND    CLASS 0
 LB0301
 LB0301.The horizontal coordinates were scaled from a map and have
 LB0301.an estimated accuracy of +/- 6 seconds.
 LB0301
 LB0301.The orthometric height was determined by differential leveling and
 LB0301.adjusted by the NATIONAL GEODETIC SURVEY
 LB0301.in June 1991.
 LB0301
 LB0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0301.GEOID18 height accuracy estimate available here.
 LB0301
 LB0301.Click photographs - Photos may exist for this station.
 LB0301
 LB0301.The dynamic height is computed by dividing the NAVD 88
 LB0301.geopotential number by the normal gravity value computed on the
 LB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0301.degrees latitude (g = 980.6199 gals.).
 LB0301
 LB0301.The modeled gravity was interpolated from observed gravity values.
 LB0301
 LB0301;                    North         East    Units  Estimated Accuracy
 LB0301;SPC IN E     -   591,830.       69,590.      MT  (+/- 180 meters Scaled)
 LB0301
 LB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK824924(NAD 83)
 LB0301
 LB0301                          SUPERSEDED SURVEY CONTROL
 LB0301
 LB0301  NGVD 29 (??/??/92)  256.914  (m)          842.89   (f) ADJ UNCH    2 0
 LB0301
 LB0301.Superseded values are not recommended for survey control.
 LB0301
 LB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0301.See file dsdata.pdf to determine how the superseded data were derived.
 LB0301
 LB0301_MARKER: DB = BENCH MARK DISK
 LB0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0301_STAMPING: E 191 1946
 LB0301_MARK LOGO: CGS
 LB0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0301+STABILITY: SURFACE MOTION
 LB0301
 LB0301  HISTORY     - Date     Condition        Report By
 LB0301  HISTORY     - 1946     MONUMENTED       CGS
 LB0301
 LB0301                          STATION DESCRIPTION
 LB0301
 LB0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0301'1 MI SE FROM WAWPECONG.
 LB0301'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE UNITED
 LB0301'BRETHREN CHURCH AT WAWPECONG, AT THE GEORGE E. STREBIN FARM,
 LB0301'100 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 31
 LB0301'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 40 FEET NORTH
 LB0301'OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET WEST OF A POWER POLE,
 LB0301'1 FOOT SOUTH OF THE FENCE LINE, 15.5 FEET EAST OF A FENCE
 LB0301'CORNER, ABOUT 1.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP
 LB0301'OF A CONCRETE POST PROJECTING 6 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1815 ***********************************************************************
 LA1815  DESIGNATION -  E 192
 LA1815  PID         -  LA1815
 LA1815  STATE/COUNTY-  IN/MIAMI
 LA1815  COUNTRY     -  US
 LA1815  USGS QUAD   -  PEORIA (2019)
 LA1815
 LA1815                         *CURRENT SURVEY CONTROL
 LA1815  ______________________________________________________________________
 LA1815* NAD 83(1986) POSITION- 40 37 37.     (N) 085 57 53.     (W)   SCALED
 LA1815* NAVD 88 ORTHO HEIGHT -   245.965 (meters)      806.97  (feet) ADJUSTED
 LA1815  ______________________________________________________________________
 LA1815  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 LA1815  DYNAMIC HEIGHT  -        245.842 (meters)      806.57  (feet) COMP
 LA1815  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 LA1815
 LA1815  VERT ORDER      -  SECOND    CLASS 0
 LA1815
 LA1815.The horizontal coordinates were scaled from a map and have
 LA1815.an estimated accuracy of +/- 6 seconds.
 LA1815
 LA1815.The orthometric height was determined by differential leveling and
 LA1815.adjusted by the NATIONAL GEODETIC SURVEY
 LA1815.in June 1991.
 LA1815
 LA1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1815.GEOID18 height accuracy estimate available here.
 LA1815
 LA1815.Click photographs - Photos may exist for this station.
 LA1815
 LA1815.The dynamic height is computed by dividing the NAVD 88
 LA1815.geopotential number by the normal gravity value computed on the
 LA1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1815.degrees latitude (g = 980.6199 gals.).
 LA1815
 LA1815.The modeled gravity was interpolated from observed gravity values.
 LA1815
 LA1815;                    North         East    Units  Estimated Accuracy
 LA1815;SPC IN E     -   597,170.       74,780.      MT  (+/- 180 meters Scaled)
 LA1815
 LA1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK875978(NAD 83)
 LA1815
 LA1815                          SUPERSEDED SURVEY CONTROL
 LA1815
 LA1815  NGVD 29 (??/??/92)  246.090  (m)          807.38   (f) ADJ UNCH    2 0
 LA1815
 LA1815.Superseded values are not recommended for survey control.
 LA1815
 LA1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1815.See file dsdata.pdf to determine how the superseded data were derived.
 LA1815
 LA1815_MARKER: DB = BENCH MARK DISK
 LA1815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1815_SP_SET: BRIDGE
 LA1815_STAMPING: E 192 1946
 LA1815_MARK LOGO: CGS
 LA1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1815
 LA1815  HISTORY     - Date     Condition        Report By
 LA1815  HISTORY     - 1946     MONUMENTED       CGS
 LA1815
 LA1815                          STATION DESCRIPTION
 LA1815
 LA1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1815'1 MI NW FROM NORTH GROVE.
 LA1815'ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE HARRISON
 LA1815'TOWNSHIP SCHOOL AT NORTH GROVE, THENCE ABOUT 0.7 MILE NORTH ALONG
 LA1815'STATE HIGHWAY 21, ABOUT 0.2 MILE SOUTH OF AN EAST-WEST GRAVEL
 LA1815'CROSS ROAD, SET IN THE TOP OF THE NORTHEAST WING WALL OF A 15 FOOT
 LA1815'CONCRETE BRIDGE OVER A DITCH, 17 FEET EAST OF AND ABOUT 0.5 FOOT
 LA1815'ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1750 ***********************************************************************
 LA1750  DESIGNATION -  E 193
 LA1750  PID         -  LA1750
 LA1750  STATE/COUNTY-  IN/HUNTINGTON
 LA1750  COUNTRY     -  US
 LA1750  USGS QUAD   -  ANDREWS (2019)
 LA1750
 LA1750                         *CURRENT SURVEY CONTROL
 LA1750  ______________________________________________________________________
 LA1750* NAD 83(1986) POSITION- 40 50 38.     (N) 085 30 31.     (W)   SCALED
 LA1750* NAVD 88 ORTHO HEIGHT -   248.654 (meters)      815.79  (feet) ADJUSTED
 LA1750  ______________________________________________________________________
 LA1750  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 LA1750  DYNAMIC HEIGHT  -        248.536 (meters)      815.41  (feet) COMP
 LA1750  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 LA1750
 LA1750  VERT ORDER      -  SECOND    CLASS 0
 LA1750
 LA1750.The horizontal coordinates were scaled from a map and have
 LA1750.an estimated accuracy of +/- 6 seconds.
 LA1750
 LA1750.The orthometric height was determined by differential leveling and
 LA1750.adjusted by the NATIONAL GEODETIC SURVEY
 LA1750.in June 1991.
 LA1750
 LA1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1750.GEOID18 height accuracy estimate available here.
 LA1750
 LA1750.Click photographs - Photos may exist for this station.
 LA1750
 LA1750.The dynamic height is computed by dividing the NAVD 88
 LA1750.geopotential number by the normal gravity value computed on the
 LA1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1750.degrees latitude (g = 980.6199 gals.).
 LA1750
 LA1750.The modeled gravity was interpolated from observed gravity values.
 LA1750
 LA1750;                    North         East    Units  Estimated Accuracy
 LA1750;SPC IN E     -   621,230.      113,330.      MT  (+/- 180 meters Scaled)
 LA1750
 LA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL257224(NAD 83)
 LA1750
 LA1750                          SUPERSEDED SURVEY CONTROL
 LA1750
 LA1750  NGVD 29 (??/??/92)  248.789  (m)          816.24   (f) ADJ UNCH    2 0
 LA1750
 LA1750.Superseded values are not recommended for survey control.
 LA1750
 LA1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1750.See file dsdata.pdf to determine how the superseded data were derived.
 LA1750
 LA1750_MARKER: DB = BENCH MARK DISK
 LA1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1750_STAMPING: E 193 1946
 LA1750_MARK LOGO: CGS
 LA1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1750+STABILITY: SURFACE MOTION
 LA1750
 LA1750  HISTORY     - Date     Condition        Report By
 LA1750  HISTORY     - 1946     MONUMENTED       CGS
 LA1750  HISTORY     - 1974     GOOD             NGS
 LA1750
 LA1750                          STATION DESCRIPTION
 LA1750
 LA1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1750'3.2 MI SW FROM HUNTINGTON.
 LA1750'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 9 AND 37, THENCE
 LA1750'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 221, AT AN EAST-WEST
 LA1750'GRAVEL ROAD CROSSING, 133 FEET NORTH OF THE NORTHWEST CORNER OF
 LA1750'A 2 STORY BRICK HOUSE, 38 FEET EAST OF THE CENTER LINE OF HIGHWAY
 LA1750'221, 24 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 7.5
 LA1750'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, ABOUT
 LA1750'1.5 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1750'POST PROJECTING 5 INCHES.
 LA1750
 LA1750                          STATION RECOVERY (1974)
 LA1750
 LA1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA1750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1360 ***********************************************************************
 LA1360  DESIGNATION -  E 195
 LA1360  PID         -  LA1360
 LA1360  STATE/COUNTY-  IN/MADISON
 LA1360  COUNTRY     -  US
 LA1360  USGS QUAD   -  ELWOOD (2019)
 LA1360
 LA1360                         *CURRENT SURVEY CONTROL
 LA1360  ______________________________________________________________________
 LA1360* NAD 83(1986) POSITION- 40 19 55.52   (N) 085 47 08.48   (W)   HD_HELD1
 LA1360* NAVD 88 ORTHO HEIGHT -   265.339 (meters)      870.53  (feet) ADJUSTED
 LA1360  ______________________________________________________________________
 LA1360  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 LA1360  DYNAMIC HEIGHT  -        265.200 (meters)      870.08  (feet) COMP
 LA1360  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 LA1360
 LA1360  VERT ORDER      -  SECOND    CLASS 0
 LA1360
 LA1360.The horizontal coordinates were determined by differentially corrected
 LA1360.hand held GPS observations or other comparable positioning techniques
 LA1360.and have an estimated accuracy of +/- 3 meters.
 LA1360
 LA1360.The orthometric height was determined by differential leveling and
 LA1360.adjusted by the NATIONAL GEODETIC SURVEY
 LA1360.in June 1991.
 LA1360
 LA1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1360.GEOID18 height accuracy estimate available here.
 LA1360
 LA1360.Click photographs - Photos may exist for this station.
 LA1360
 LA1360.The dynamic height is computed by dividing the NAVD 88
 LA1360.geopotential number by the normal gravity value computed on the
 LA1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1360.degrees latitude (g = 980.6199 gals.).
 LA1360
 LA1360.The modeled gravity was interpolated from observed gravity values.
 LA1360
 LA1360;                    North         East    Units  Estimated Accuracy
 LA1360;SPC IN E     -   564,397.6      89,886.0     MT  (+/- 3 meters HH1 GPS) 
 LA1360
 LA1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0315065324(NAD 83)
 LA1360
 LA1360                          SUPERSEDED SURVEY CONTROL
 LA1360
 LA1360  NGVD 29 (??/??/92)  265.472  (m)          870.97   (f) ADJ UNCH    2 0
 LA1360
 LA1360.Superseded values are not recommended for survey control.
 LA1360
 LA1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1360.See file dsdata.pdf to determine how the superseded data were derived.
 LA1360
 LA1360_MARKER: DB = BENCH MARK DISK
 LA1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1360_SP_SET: BRIDGE
 LA1360_STAMPING: E 195 1946
 LA1360_MARK LOGO: CGS
 LA1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1360
 LA1360  HISTORY     - Date     Condition        Report By
 LA1360  HISTORY     - 1946     MONUMENTED       CGS
 LA1360
 LA1360                          STATION DESCRIPTION
 LA1360
 LA1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1360'3.2 MI S FROM RIGDON.
 LA1360'ABOUT 3.25 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE METHODIST
 LA1360'CHURCH AT RIGDON, ABOUT 0.25 MILE NORTH OF THE UNION VALLEY
 LA1360'CHRISTIAN CHURCH, 0.2 MILE SOUTH OF A GRAVEL CROSS ROAD, SET IN
 LA1360'THE TOP OF THE WEST END OF THE NORTHEAST WING WALL OF A 32 FOOT
 LA1360'CONCRETE BRIDGE OVER A CREEK, 22 FEET EAST OF AND ABOUT 1 FOOT
 LA1360'BELOW THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0889 ***********************************************************************
 MD0889  DESIGNATION -  E 196
 MD0889  PID         -  MD0889
 MD0889  STATE/COUNTY-  IN/WHITLEY
 MD0889  COUNTRY     -  US
 MD0889  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0889
 MD0889                         *CURRENT SURVEY CONTROL
 MD0889  ______________________________________________________________________
 MD0889* NAD 83(1986) POSITION- 41 11 01.     (N) 085 27 54.     (W)   SCALED
 MD0889* NAVD 88 ORTHO HEIGHT -   259.312 (meters)      850.76  (feet) ADJUSTED
 MD0889  ______________________________________________________________________
 MD0889  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 MD0889  DYNAMIC HEIGHT  -        259.213 (meters)      850.43  (feet) COMP
 MD0889  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 MD0889
 MD0889  VERT ORDER      -  SECOND    CLASS 0
 MD0889
 MD0889.The horizontal coordinates were scaled from a map and have
 MD0889.an estimated accuracy of +/- 6 seconds.
 MD0889
 MD0889.The orthometric height was determined by differential leveling and
 MD0889.adjusted by the NATIONAL GEODETIC SURVEY
 MD0889.in June 1991.
 MD0889
 MD0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0889.GEOID18 height accuracy estimate available here.
 MD0889
 MD0889.Click photographs - Photos may exist for this station.
 MD0889
 MD0889.The dynamic height is computed by dividing the NAVD 88
 MD0889.geopotential number by the normal gravity value computed on the
 MD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0889.degrees latitude (g = 980.6199 gals.).
 MD0889
 MD0889.The modeled gravity was interpolated from observed gravity values.
 MD0889
 MD0889;                    North         East    Units  Estimated Accuracy
 MD0889;SPC IN E     -   658,970.      116,920.      MT  (+/- 180 meters Scaled)
 MD0889
 MD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287602(NAD 83)
 MD0889
 MD0889                          SUPERSEDED SURVEY CONTROL
 MD0889
 MD0889  NGVD 29 (??/??/92)  259.476  (m)          851.30   (f) ADJ UNCH    2 0
 MD0889
 MD0889.Superseded values are not recommended for survey control.
 MD0889
 MD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0889.See file dsdata.pdf to determine how the superseded data were derived.
 MD0889
 MD0889_MARKER: DB = BENCH MARK DISK
 MD0889_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0889_SP_SET: BOX CULVERT HEADWALL
 MD0889_STAMPING: E 196 1946
 MD0889_MARK LOGO: CGS
 MD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0889+STABILITY: SURFACE MOTION
 MD0889
 MD0889  HISTORY     - Date     Condition        Report By
 MD0889  HISTORY     - 1946     MONUMENTED       CGS
 MD0889  HISTORY     - 1962     GOOD             CGS
 MD0889  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0889
 MD0889                          STATION DESCRIPTION
 MD0889
 MD0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0889'2.4 MI N FROM COLUMBIA CITY.
 MD0889'ABOUT 2.4 MILES NORTHERLY ALONG NO. 9 INDIANA HWY. FROM THE
 MD0889'COURTHOUSE IN COLUMBIA CITY, 1.15 MILES SOUTHERLY FROM THORN
 MD0889'CREEK BETHEL CHURCH AND CEMETERY, 1.5 FEET SW OF NE END OF THE
 MD0889'37-FOOT NW HEADWALL OF 6-FOOT CONCRETE BOX CULVERT, 26 FEET NW
 MD0889'OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 2.6 FEET LOWER THAN
 MD0889'SAME, AND SET IN A DRILL HOLE.
 MD0889
 MD0889                          STATION RECOVERY (1992)
 MD0889
 MD0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0889'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0838 ***********************************************************************
 MD0838  DESIGNATION -  E 197 RESET
 MD0838  PID         -  MD0838
 MD0838  STATE/COUNTY-  IN/ALLEN
 MD0838  COUNTRY     -  US
 MD0838  USGS QUAD   -  CHURUBUSCO (2019)
 MD0838
 MD0838                         *CURRENT SURVEY CONTROL
 MD0838  ______________________________________________________________________
 MD0838* NAD 83(1986) POSITION- 41 11 29.     (N) 085 16 37.     (W)   SCALED
 MD0838* NAVD 88 ORTHO HEIGHT -   252.25  (meters)      827.6   (feet) RESET
 MD0838  ______________________________________________________________________
 MD0838  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 MD0838  VERT ORDER      -  THIRD
 MD0838
 MD0838.The horizontal coordinates were scaled from a map and have
 MD0838.an estimated accuracy of +/- 6 seconds.
 MD0838
 MD0838.The orthometric height was computed from unverified reset data.
 MD0838
 MD0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0838.GEOID18 height accuracy estimate available here.
 MD0838
 MD0838.Click photographs - Photos may exist for this station.
 MD0838
 MD0838;                    North         East    Units  Estimated Accuracy
 MD0838;SPC IN E     -   659,890.      132,690.      MT  (+/- 180 meters Scaled)
 MD0838
 MD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL444614(NAD 83)
 MD0838
 MD0838                          SUPERSEDED SURVEY CONTROL
 MD0838
 MD0838  NGVD 29 (??/??/??)  252.40   (m)          828.1    (f) RESET       3  
 MD0838
 MD0838.Superseded values are not recommended for survey control.
 MD0838
 MD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0838.See file dsdata.pdf to determine how the superseded data were derived.
 MD0838
 MD0838_MARKER: DB = BENCH MARK DISK
 MD0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0838_SP_SET: BRIDGE
 MD0838_STAMPING: E 197 RESET 1968
 MD0838_MARK LOGO: CGS
 MD0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0838
 MD0838  HISTORY     - Date     Condition        Report By
 MD0838  HISTORY     - 1969     MONUMENTED       INHD
 MD0838
 MD0838                          STATION DESCRIPTION
 MD0838
 MD0838'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0838'8.2 MI SW FROM HUNTERTOWN.
 MD0838'2.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 MD0838'HUNTERTOWN, THENCE ABOUT 5.7 MILES WEST ALONG A PAVED ROAD
 MD0838'LOCALLY KNOWN AS THE CARROLL ROAD, ABOUT 0.55 MILE EAST OF THE
 MD0838'FIRST EEL RIVER BAPTIST CHURCH, 276 FEET EAST OF THE JUNCTION OF
 MD0838'A GRAVEL ROAD KNOWN AS TAYLOR ROAD, 15 FEET NORTH OF THE CENTER
 MD0838'LINE OF CARROLL ROAD, SET IN THE TOP OF THE NORTHEAST WINGWALL
 MD0838'OF A 3-SPAN CONCRETE BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MD0838'ROAD AND POURED IN PLACE WITH THE WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0931 ***********************************************************************
 MD0931  DESIGNATION -  E 198
 MD0931  PID         -  MD0931
 MD0931  STATE/COUNTY-  IN/DE KALB
 MD0931  COUNTRY     -  US
 MD0931  USGS QUAD   -  AUBURN (2019)
 MD0931
 MD0931                         *CURRENT SURVEY CONTROL
 MD0931  ______________________________________________________________________
 MD0931* NAD 83(1986) POSITION- 41 21 35.9    (N) 085 02 57.4    (W)   HD_HELD2
 MD0931* NAVD 88 ORTHO HEIGHT -   261.334 (meters)      857.39  (feet) ADJUSTED
 MD0931  ______________________________________________________________________
 MD0931  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 MD0931  DYNAMIC HEIGHT  -        261.229 (meters)      857.05  (feet) COMP
 MD0931  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 MD0931
 MD0931  VERT ORDER      -  SECOND    CLASS 0
 MD0931
 MD0931.The horizontal coordinates were established by autonomous hand held GPS
 MD0931.observations and have an estimated accuracy of +/- 10 meters.
 MD0931
 MD0931.The orthometric height was determined by differential leveling and
 MD0931.adjusted by the NATIONAL GEODETIC SURVEY
 MD0931.in June 1991.
 MD0931
 MD0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0931.GEOID18 height accuracy estimate available here.
 MD0931
 MD0931.Click photographs - Photos may exist for this station.
 MD0931
 MD0931.The dynamic height is computed by dividing the NAVD 88
 MD0931.geopotential number by the normal gravity value computed on the
 MD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0931.degrees latitude (g = 980.6199 gals.).
 MD0931
 MD0931.The modeled gravity was interpolated from observed gravity values.
 MD0931
 MD0931;                    North         East    Units  Estimated Accuracy
 MD0931;SPC IN E     -   678,718.      151,659.      MT  (+/- 10 meters HH2 GPS)
 MD0931
 MD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6316680554(NAD 83)
 MD0931
 MD0931                          SUPERSEDED SURVEY CONTROL
 MD0931
 MD0931  NGVD 29 (??/??/92)  261.477  (m)          857.86   (f) ADJ UNCH    2 0
 MD0931
 MD0931.Superseded values are not recommended for survey control.
 MD0931
 MD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0931.See file dsdata.pdf to determine how the superseded data were derived.
 MD0931
 MD0931_MARKER: DB = BENCH MARK DISK
 MD0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0931_SP_SET: BRIDGE
 MD0931_STAMPING: E 198 1946
 MD0931_MARK LOGO: CGS
 MD0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0931
 MD0931  HISTORY     - Date     Condition        Report By
 MD0931  HISTORY     - 1946     MONUMENTED       CGS
 MD0931  HISTORY     - 1968     GOOD             INHD
 MD0931
 MD0931                          STATION DESCRIPTION
 MD0931
 MD0931'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0931'0.7 MI SE FROM AUBURN.
 MD0931'ABOUT 0.4 MILE SOUTH ALONG CEDAR ST. FROM THE SOUTHEAST CORNER
 MD0931'OF THE COURT HOUSE IN AUBURN, THENCE 0.3 MILE SOUTH-SOUTHEAST
 MD0931'ALONG 18 ST. TO THE BRIDGE AND THE MARK, ABOUT 55 YDS. WEST OF
 MD0931'THE INTERSECTION OF 60. RD. 29 AND 46A, ABOUT 125 YDS. SOUTHEAST
 MD0931'OF THE CROSSING OF THE PENN. R.R. IN THE NORTH WINGWALL OF THE
 MD0931'EAST ABT. OF A 82 FT. STEEL BRIDGE OVER CEDAR CREEK, 14 FT.
 MD0931'NORTH OF THE CENTERLINE OF THE ROAD, 2.4 FT. LOWER THAN SAME,
 MD0931'SET IN A DRILL HOLE 0.6 FT. SOUTHWEST OF THE NORTHEAST END OF
 MD0931'THE NEXT TO TIER OF STONE IN THE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2353 ***********************************************************************
 JZ2353  DESIGNATION -  E 2 RESET
 JZ2353  PID         -  JZ2353
 JZ2353  STATE/COUNTY-  IN/MARION
 JZ2353  COUNTRY     -  US
 JZ2353  USGS QUAD   -  ACTON (2019)
 JZ2353
 JZ2353                         *CURRENT SURVEY CONTROL
 JZ2353  ______________________________________________________________________
 JZ2353* NAD 83(1986) POSITION- 39 39 16.     (N) 085 58 03.     (W)   SCALED
 JZ2353* NAVD 88 ORTHO HEIGHT -   241.933 (meters)      793.74  (feet) ADJUSTED
 JZ2353  ______________________________________________________________________
 JZ2353  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JZ2353  DYNAMIC HEIGHT  -        241.796 (meters)      793.29  (feet) COMP
 JZ2353  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 JZ2353
 JZ2353  VERT ORDER      -  FIRST     CLASS II
 JZ2353
 JZ2353.The horizontal coordinates were scaled from a map and have
 JZ2353.an estimated accuracy of +/- 6 seconds.
 JZ2353
 JZ2353.The orthometric height was determined by differential leveling and
 JZ2353.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2353.in June 1991.
 JZ2353
 JZ2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2353.GEOID18 height accuracy estimate available here.
 JZ2353
 JZ2353.Click photographs - Photos may exist for this station.
 JZ2353
 JZ2353.The dynamic height is computed by dividing the NAVD 88
 JZ2353.geopotential number by the normal gravity value computed on the
 JZ2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2353.degrees latitude (g = 980.6199 gals.).
 JZ2353
 JZ2353.The modeled gravity was interpolated from observed gravity values.
 JZ2353
 JZ2353;                    North         East    Units  Estimated Accuracy
 JZ2353;SPC IN E     -   489,200.       74,180.      MT  (+/- 180 meters Scaled)
 JZ2353
 JZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ885899(NAD 83)
 JZ2353
 JZ2353                          SUPERSEDED SURVEY CONTROL
 JZ2353
 JZ2353  NGVD 29 (??/??/92)  242.049  (m)          794.12   (f) ADJ UNCH    1 2
 JZ2353
 JZ2353.Superseded values are not recommended for survey control.
 JZ2353
 JZ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2353.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2353
 JZ2353_MARKER: DB = BENCH MARK DISK
 JZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2353_STAMPING: E 2ELEV 794.086 FT RESET 1947
 JZ2353_MARK LOGO: CGS
 JZ2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2353+STABILITY: SURFACE MOTION
 JZ2353
 JZ2353  HISTORY     - Date     Condition        Report By
 JZ2353  HISTORY     - 1947     MONUMENTED       CGS
 JZ2353  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2353
 JZ2353                          STATION DESCRIPTION
 JZ2353
 JZ2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2353'AT ACTON.
 JZ2353'AT ACTON, ABOUT 8 RAILS SOUTHEAST ALONG THE NEW YORK CENTRAL
 JZ2353'RAILROAD FROM THE STATION, AT A ROAD CROSSING, 35 FEET SOUTHWEST
 JZ2353'OF THE SOUTHWEST RAIL, 15.5 FEET EAST OF THE STREET, 3.5 FEET
 JZ2353'NORTHEAST OF A FENCE CORNER, 44 FEET WEST OF POLE 96/31, 2
 JZ2353'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JZ2353'THE TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 14
 JZ2353'INCHES.
 JZ2353
 JZ2353                          STATION RECOVERY (1986)
 JZ2353
 JZ2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0496 ***********************************************************************
 MD0496  DESIGNATION -  E 200
 MD0496  PID         -  MD0496
 MD0496  STATE/COUNTY-  IN/ALLEN
 MD0496  COUNTRY     -  US
 MD0496  USGS QUAD   -  GRABILL (2019)
 MD0496
 MD0496                         *CURRENT SURVEY CONTROL
 MD0496  ______________________________________________________________________
 MD0496* NAD 83(1986) POSITION- 41 08 48.     (N) 084 59 27.     (W)   SCALED
 MD0496* NAVD 88 ORTHO HEIGHT -   238.046 (meters)      780.99  (feet) ADJUSTED
 MD0496  ______________________________________________________________________
 MD0496  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 MD0496  DYNAMIC HEIGHT  -        237.950 (meters)      780.67  (feet) COMP
 MD0496  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 MD0496
 MD0496  VERT ORDER      -  SECOND    CLASS 0
 MD0496
 MD0496.The horizontal coordinates were scaled from a map and have
 MD0496.an estimated accuracy of +/- 6 seconds.
 MD0496
 MD0496.The orthometric height was determined by differential leveling and
 MD0496.adjusted by the NATIONAL GEODETIC SURVEY
 MD0496.in June 1991.
 MD0496
 MD0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0496.GEOID18 height accuracy estimate available here.
 MD0496
 MD0496.Click photographs - Photos may exist for this station.
 MD0496
 MD0496.The dynamic height is computed by dividing the NAVD 88
 MD0496.geopotential number by the normal gravity value computed on the
 MD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0496.degrees latitude (g = 980.6199 gals.).
 MD0496
 MD0496.The modeled gravity was interpolated from observed gravity values.
 MD0496
 MD0496;                    North         East    Units  Estimated Accuracy
 MD0496;SPC IN E     -   655,070.      156,730.      MT  (+/- 180 meters Scaled)
 MD0496
 MD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL686569(NAD 83)
 MD0496
 MD0496                          SUPERSEDED SURVEY CONTROL
 MD0496
 MD0496  NGVD 29 (??/??/92)  238.202  (m)          781.50   (f) ADJ UNCH    2 0
 MD0496
 MD0496.Superseded values are not recommended for survey control.
 MD0496
 MD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0496.See file dsdata.pdf to determine how the superseded data were derived.
 MD0496
 MD0496_MARKER: DB = BENCH MARK DISK
 MD0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0496_SP_SET: CULVERT HEADWALL
 MD0496_STAMPING: E 200 1946
 MD0496_MARK LOGO: CGS
 MD0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0496+STABILITY: SURFACE MOTION
 MD0496
 MD0496  HISTORY     - Date     Condition        Report By
 MD0496  HISTORY     - 1946     MONUMENTED       CGS
 MD0496  HISTORY     - 1962     GOOD             CGS
 MD0496  HISTORY     - 1963     GOOD             CGS
 MD0496
 MD0496                          STATION DESCRIPTION
 MD0496
 MD0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0496'4.8 MI SW FROM HARLAN.
 MD0496'ABOUT 4.8 MILES SW ALONG NO. 37 INDIANA HWY. FROM THE HIGH SCHOOL
 MD0496'IN HARLAN OR 0.15 MILE NE OF THE CROSSING OF THE WABASH RAILWAY,
 MD0496'18 FEET NW OF CENTER LINE OF THE HWY., 0.2 FOOT LOWER THAN SAME,
 MD0496'1.3 FEET SW OF NE END OF TOP OF 1- BY 8-FOOT CONCRETE HEADWALL
 MD0496'OF A 10-INCH PIPE CULVERT UNDER THE HIGHWAY.
 MD0496
 MD0496                          STATION RECOVERY (1963)
 MD0496
 MD0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1956 ***********************************************************************
 MD1956  DESIGNATION -  E 200 RESET
 MD1956  PID         -  MD1956
 MD1956  STATE/COUNTY-  IN/ALLEN
 MD1956  COUNTRY     -  US
 MD1956  USGS QUAD   -  GRABILL (2019)
 MD1956
 MD1956                         *CURRENT SURVEY CONTROL
 MD1956  ______________________________________________________________________
 MD1956* NAD 83(1986) POSITION- 41 08 48.5    (N) 084 59 26.0    (W)   HD_HELD2
 MD1956* NAVD 88 ORTHO HEIGHT -   237.94  (meters)      780.6   (feet) RESET
 MD1956  ______________________________________________________________________
 MD1956  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 MD1956  VERT ORDER      -  THIRD
 MD1956
 MD1956.The horizontal coordinates were established by autonomous hand held GPS
 MD1956.observations and have an estimated accuracy of +/- 10 meters.
 MD1956
 MD1956.The orthometric height was computed from unverified reset data.
 MD1956
 MD1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1956.GEOID18 height accuracy estimate available here.
 MD1956
 MD1956.Click photographs - Photos may exist for this station.
 MD1956
 MD1956;                    North         East    Units  Estimated Accuracy
 MD1956;SPC IN E     -   655,082.      156,757.      MT  (+/- 10 meters HH2 GPS)
 MD1956
 MD1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6862657000(NAD 83)
 MD1956
 MD1956                          SUPERSEDED SURVEY CONTROL
 MD1956
 MD1956  NGVD 29 (08/22/16)  238.09   (m)          781.1    (f) RESET       3  
 MD1956
 MD1956.Superseded values are not recommended for survey control.
 MD1956
 MD1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1956.See file dsdata.pdf to determine how the superseded data were derived.
 MD1956
 MD1956_MARKER: DV = VERTICAL CONTROL DISK
 MD1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1956_STAMPING: E 200 RESET 1987
 MD1956_MARK LOGO: NGS
 MD1956_PROJECTION: FLUSH
 MD1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1956+STABILITY: SURFACE MOTION
 MD1956
 MD1956  HISTORY     - Date     Condition        Report By
 MD1956  HISTORY     - 1987     MONUMENTED       INHD
 MD1956
 MD1956                          STATION DESCRIPTION
 MD1956
 MD1956'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 MD1956'IN HARLAN.
 MD1956'4.8 MILES SOUTHWEST ALONG NO. 37 INDIANA HIGHWAY FROM THE HARLAN
 MD1956'COMMUNITY BUILDING (OLD HARLAN HIGH SCHOOL) IN HARLAN OR 0.15 MILES
 MD1956'NORTHEAST OF THE CROSSING OF THE WABASH RAILWAY, 23 FEET NORTHWEST OF
 MD1956'CENTERLINE OF HIGHWAY, 0.8 FOOT LOWER THAN SAME, IN TOP OF BENCH MARK
 MD1956'MONUMENT APPROXIMATED 1.0 FOOT ABOVE NATURAL GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0486 ***********************************************************************
 MD0486  DESIGNATION -  E 201
 MD0486  PID         -  MD0486
 MD0486  STATE/COUNTY-  IN/ALLEN
 MD0486  COUNTRY     -  US
 MD0486  USGS QUAD   -  HICKSVILLE (2016)
 MD0486
 MD0486                         *CURRENT SURVEY CONTROL
 MD0486  ______________________________________________________________________
 MD0486* NAD 83(1986) POSITION- 41 16 03.     (N) 084 51 59.     (W)   SCALED
 MD0486* NAVD 88 ORTHO HEIGHT -   254.181 (meters)      833.93  (feet) ADJUSTED
 MD0486  ______________________________________________________________________
 MD0486  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 MD0486  DYNAMIC HEIGHT  -        254.080 (meters)      833.59  (feet) COMP
 MD0486  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 MD0486
 MD0486  VERT ORDER      -  SECOND    CLASS 0
 MD0486
 MD0486.The horizontal coordinates were scaled from a map and have
 MD0486.an estimated accuracy of +/- 6 seconds.
 MD0486
 MD0486.The orthometric height was determined by differential leveling and
 MD0486.adjusted by the NATIONAL GEODETIC SURVEY
 MD0486.in June 1991.
 MD0486
 MD0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0486.GEOID18 height accuracy estimate available here.
 MD0486
 MD0486.Click photographs - Photos may exist for this station.
 MD0486
 MD0486.The dynamic height is computed by dividing the NAVD 88
 MD0486.geopotential number by the normal gravity value computed on the
 MD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0486.degrees latitude (g = 980.6199 gals.).
 MD0486
 MD0486.The modeled gravity was interpolated from observed gravity values.
 MD0486
 MD0486;                    North         East    Units  Estimated Accuracy
 MD0486;SPC IN E     -   668,570.      167,060.      MT  (+/- 180 meters Scaled)
 MD0486
 MD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL787706(NAD 83)
 MD0486
 MD0486                          SUPERSEDED SURVEY CONTROL
 MD0486
 MD0486  NGVD 29 (??/??/92)  254.331  (m)          834.42   (f) ADJ UNCH    2 0
 MD0486
 MD0486.Superseded values are not recommended for survey control.
 MD0486
 MD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0486.See file dsdata.pdf to determine how the superseded data were derived.
 MD0486
 MD0486_MARKER: DB = BENCH MARK DISK
 MD0486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0486_SP_SET: BOX CULVERT HEADWALL
 MD0486_STAMPING: E 201 1946
 MD0486_MARK LOGO: CGS
 MD0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0486+STABILITY: SURFACE MOTION
 MD0486
 MD0486  HISTORY     - Date     Condition        Report By
 MD0486  HISTORY     - 1946     MONUMENTED       CGS
 MD0486  HISTORY     - 1962     GOOD             CGS
 MD0486
 MD0486                          STATION DESCRIPTION
 MD0486
 MD0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0486'6.3 MI NE FROM HARLAN.
 MD0486'ABOUT 3.9 MILES NE ALONG NO. 37 INDIANA HWY. FROM ITS OBLIQUE
 MD0486'INTERSECTION WITH ANTWERP ROAD IN HARLAN, THENCE 2.4 MILE N
 MD0486'ALONG NO. 101 INDIANA HWY. TO MARK ON THE RIGHT, 0.15 MILE
 MD0486'S OF A CROSSROADS AND THE ALLEN-DEKALB COUNTY LINE, 27 FEET E
 MD0486'OF CENTER LINE OF HWY., 2.0 FEET LOWER THAN SAME, 6 FEET E OF E
 MD0486'MASONRY HEADWALL OF A 12-INCH PIPE CULVERT, IN THE TOP CENTER OF
 MD0486'THE W WALL OF 3-FEET SQUARE CONCRETE BOX DRAIN INLET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0799 ***********************************************************************
 LA0799  DESIGNATION -  E 202
 LA0799  PID         -  LA0799
 LA0799  STATE/COUNTY-  IN/WELLS
 LA0799  COUNTRY     -  US
 LA0799  USGS QUAD   -  UNIONDALE (2019)
 LA0799
 LA0799                         *CURRENT SURVEY CONTROL
 LA0799  ______________________________________________________________________
 LA0799* NAD 83(1986) POSITION- 40 51 25.     (N) 085 09 56.     (W)   SCALED
 LA0799* NAVD 88 ORTHO HEIGHT -   253.639 (meters)      832.15  (feet) ADJUSTED
 LA0799  ______________________________________________________________________
 LA0799  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 LA0799  DYNAMIC HEIGHT  -        253.523 (meters)      831.77  (feet) COMP
 LA0799  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 LA0799
 LA0799  VERT ORDER      -  SECOND    CLASS 0
 LA0799
 LA0799.The horizontal coordinates were scaled from a map and have
 LA0799.an estimated accuracy of +/- 6 seconds.
 LA0799
 LA0799.The orthometric height was determined by differential leveling and
 LA0799.adjusted by the NATIONAL GEODETIC SURVEY
 LA0799.in June 1991.
 LA0799
 LA0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0799.GEOID18 height accuracy estimate available here.
 LA0799
 LA0799.Click photographs - Photos may exist for this station.
 LA0799
 LA0799.The dynamic height is computed by dividing the NAVD 88
 LA0799.geopotential number by the normal gravity value computed on the
 LA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0799.degrees latitude (g = 980.6199 gals.).
 LA0799
 LA0799.The modeled gravity was interpolated from observed gravity values.
 LA0799
 LA0799;                    North         East    Units  Estimated Accuracy
 LA0799;SPC IN E     -   622,790.      142,250.      MT  (+/- 180 meters Scaled)
 LA0799
 LA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546244(NAD 83)
 LA0799
 LA0799                          SUPERSEDED SURVEY CONTROL
 LA0799
 LA0799  NGVD 29 (??/??/92)  253.779  (m)          832.61   (f) ADJ UNCH    2 0
 LA0799
 LA0799.Superseded values are not recommended for survey control.
 LA0799
 LA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0799.See file dsdata.pdf to determine how the superseded data were derived.
 LA0799
 LA0799_MARKER: DB = BENCH MARK DISK
 LA0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0799_SP_SET: CULVERT HEADWALL
 LA0799_STAMPING: E 202 1946
 LA0799_MARK LOGO: CGS
 LA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0799+STABILITY: SURFACE MOTION
 LA0799
 LA0799  HISTORY     - Date     Condition        Report By
 LA0799  HISTORY     - 1946     MONUMENTED       CGS
 LA0799  HISTORY     - 1968     POOR             CGS
 LA0799
 LA0799                          STATION DESCRIPTION
 LA0799
 LA0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0799'1.6 MI S FROM OSSIAN.
 LA0799'1.6 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0799'OSSIAN, 0.15 MILE SOUTH OF A CROSSROAD, IN THE TOP OF THE NORTH
 LA0799'END OF THE EAST CONCRETE HEADWALL OF A 16-INCH PIPE CULVERT,
 LA0799'31 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 3 FEET
 LA0799'BELOW THE LEVEL OF THE HIGHWAY.
 LA0799
 LA0799                          STATION RECOVERY (1968)
 LA0799
 LA0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0799'ABOUT 1.6 MILES SOUTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN,
 LA0799'0.15 MILE SOUTH OF THE CROSSROAD IN THE TOP OF THE EAST CONCRETE
 LA0799'HEADWALL OF A 16 INCH PIPE CULVERT, 31 FT. EAST OF THE C/L OF THE
 LA0799'HIGHWAY, AND ABOUT 3 FT. BELOW THE LEVEL OF THE HIGHWAY. NOTE-- THIS
 LA0799'HEADWALL SPALLING BADLY ALTHOUGH THE MARK SEEMS SOLID AS YET BUT
 LA0799'SHOULD BE RESET IN THE NEAR FUTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0800 ***********************************************************************
 LA0800  DESIGNATION -  E 202 RESET
 LA0800  PID         -  LA0800
 LA0800  STATE/COUNTY-  IN/WELLS
 LA0800  COUNTRY     -  US
 LA0800  USGS QUAD   -  UNIONDALE (2019)
 LA0800
 LA0800                         *CURRENT SURVEY CONTROL
 LA0800  ______________________________________________________________________
 LA0800* NAD 83(1986) POSITION- 40 51 25.     (N) 085 09 56.     (W)   SCALED
 LA0800* NAVD 88 ORTHO HEIGHT -   253.98  (meters)      833.3   (feet) RESET
 LA0800  ______________________________________________________________________
 LA0800  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 LA0800  VERT ORDER      -  THIRD
 LA0800
 LA0800.The horizontal coordinates were scaled from a map and have
 LA0800.an estimated accuracy of +/- 6 seconds.
 LA0800
 LA0800.The orthometric height was computed from unverified reset data.
 LA0800
 LA0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0800.GEOID18 height accuracy estimate available here.
 LA0800
 LA0800.Click photographs - Photos may exist for this station.
 LA0800
 LA0800;                    North         East    Units  Estimated Accuracy
 LA0800;SPC IN E     -   622,790.      142,250.      MT  (+/- 180 meters Scaled)
 LA0800
 LA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546244(NAD 83)
 LA0800
 LA0800                          SUPERSEDED SURVEY CONTROL
 LA0800
 LA0800  NGVD 29 (??/??/??)  254.12   (m)          833.7    (f) RESET       3  
 LA0800
 LA0800.Superseded values are not recommended for survey control.
 LA0800
 LA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0800.See file dsdata.pdf to determine how the superseded data were derived.
 LA0800
 LA0800_MARKER: DB = BENCH MARK DISK
 LA0800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0800_SP_SET: CULVERT HEADWALL
 LA0800_STAMPING: E 202 RESET 1969
 LA0800_MARK LOGO: CGS
 LA0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0800+STABILITY: SURFACE MOTION
 LA0800
 LA0800  HISTORY     - Date     Condition        Report By
 LA0800  HISTORY     - 1969     MONUMENTED       CGS
 LA0800
 LA0800                          STATION DESCRIPTION
 LA0800
 LA0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0800'1.6 MI S FROM OSSIAN.
 LA0800'1.55 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JEFFERSON
 LA0800'TWP SCHOOL IN OSSIAN, 30 FEET EAST OF THE CENTERLINE OF THE
 LA0800'HIGHWAY, 9 FEET EAST OF A FENCE, 0.2 MILE SOUTH OF A GRAVELED
 LA0800'CROSSROAD, SET IN A DRILL HOLE IN THE NORTH END AND TOP OF A
 LA0800'36 INCH CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1775 ***********************************************************************
 LA1775  DESIGNATION -  E 203
 LA1775  PID         -  LA1775
 LA1775  STATE/COUNTY-  IN/GRANT
 LA1775  COUNTRY     -  US
 LA1775  USGS QUAD   -  VAN BUREN (2019)
 LA1775
 LA1775                         *CURRENT SURVEY CONTROL
 LA1775  ______________________________________________________________________
 LA1775* NAD 83(1986) POSITION- 40 30 23.     (N) 085 30 08.     (W)   SCALED
 LA1775* NAVD 88 ORTHO HEIGHT -   265.447 (meters)      870.89  (feet) ADJUSTED
 LA1775  ______________________________________________________________________
 LA1775  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 LA1775  DYNAMIC HEIGHT  -        265.311 (meters)      870.44  (feet) COMP
 LA1775  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 LA1775
 LA1775  VERT ORDER      -  SECOND    CLASS 0
 LA1775
 LA1775.The horizontal coordinates were scaled from a map and have
 LA1775.an estimated accuracy of +/- 6 seconds.
 LA1775
 LA1775.The orthometric height was determined by differential leveling and
 LA1775.adjusted by the NATIONAL GEODETIC SURVEY
 LA1775.in June 1991.
 LA1775
 LA1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1775.GEOID18 height accuracy estimate available here.
 LA1775
 LA1775.Click photographs - Photos may exist for this station.
 LA1775
 LA1775.The dynamic height is computed by dividing the NAVD 88
 LA1775.geopotential number by the normal gravity value computed on the
 LA1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1775.degrees latitude (g = 980.6199 gals.).
 LA1775
 LA1775.The modeled gravity was interpolated from observed gravity values.
 LA1775
 LA1775;                    North         East    Units  Estimated Accuracy
 LA1775;SPC IN E     -   583,760.      113,940.      MT  (+/- 180 meters Scaled)
 LA1775
 LA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269850(NAD 83)
 LA1775
 LA1775                          SUPERSEDED SURVEY CONTROL
 LA1775
 LA1775  NGVD 29 (??/??/92)  265.576  (m)          871.31   (f) ADJ UNCH    2 0
 LA1775
 LA1775.Superseded values are not recommended for survey control.
 LA1775
 LA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1775.See file dsdata.pdf to determine how the superseded data were derived.
 LA1775
 LA1775_MARKER: DB = BENCH MARK DISK
 LA1775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1775_SP_SET: CULVERT HEADWALL
 LA1775_STAMPING: E 203 1946
 LA1775_MARK LOGO: CGS
 LA1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1775+STABILITY: SURFACE MOTION
 LA1775
 LA1775  HISTORY     - Date     Condition        Report By
 LA1775  HISTORY     - 1946     MONUMENTED       CGS
 LA1775
 LA1775                          STATION DESCRIPTION
 LA1775
 LA1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1775'2.6 MI N FROM UPLAND.
 LA1775'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE
 LA1775'PENNSYLVANIA RAILROAD STATION AT UPLAND, 0.8 MILE NORTH OF A
 LA1775'CROSS ROAD, 0.4 MILE NORTH OF A CEMETERY, 0.2 MILE SOUTH OF A
 LA1775'CROSS ROAD, SET IN THE TOP OF THE SOUTH END OF THE 16 FOOT
 LA1775'EAST CONCRETE HEAD WALL OF A DOUBLE 3 FOOT PIPE CULVERT, 25
 LA1775'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1727 ***********************************************************************
 LA1727  DESIGNATION -  E 204
 LA1727  PID         -  LA1727
 LA1727  STATE/COUNTY-  IN/GRANT
 LA1727  COUNTRY     -  US
 LA1727  USGS QUAD   -  MARION (2019)
 LA1727
 LA1727                         *CURRENT SURVEY CONTROL
 LA1727  ______________________________________________________________________
 LA1727* NAD 83(1986) POSITION- 40 36 15.     (N) 085 38 56.     (W)   SCALED
 LA1727* NAVD 88 ORTHO HEIGHT -   263.209 (meters)      863.54  (feet) ADJUSTED
 LA1727  ______________________________________________________________________
 LA1727  GEOID HEIGHT    -        -34.316 (meters)                     GEOID18
 LA1727  DYNAMIC HEIGHT  -        263.077 (meters)      863.11  (feet) COMP
 LA1727  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 LA1727
 LA1727  VERT ORDER      -  SECOND    CLASS 0
 LA1727
 LA1727.The horizontal coordinates were scaled from a map and have
 LA1727.an estimated accuracy of +/- 6 seconds.
 LA1727
 LA1727.The orthometric height was determined by differential leveling and
 LA1727.adjusted by the NATIONAL GEODETIC SURVEY
 LA1727.in June 1991.
 LA1727
 LA1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1727.GEOID18 height accuracy estimate available here.
 LA1727
 LA1727.Click photographs - Photos may exist for this station.
 LA1727
 LA1727.The dynamic height is computed by dividing the NAVD 88
 LA1727.geopotential number by the normal gravity value computed on the
 LA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1727.degrees latitude (g = 980.6199 gals.).
 LA1727
 LA1727.The modeled gravity was interpolated from observed gravity values.
 LA1727
 LA1727;                    North         East    Units  Estimated Accuracy
 LA1727;SPC IN E     -   594,600.      101,510.      MT  (+/- 180 meters Scaled)
 LA1727
 LA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK143956(NAD 83)
 LA1727
 LA1727                          SUPERSEDED SURVEY CONTROL
 LA1727
 LA1727  NGVD 29 (??/??/92)  263.337  (m)          863.96   (f) ADJ UNCH    2 0
 LA1727
 LA1727.Superseded values are not recommended for survey control.
 LA1727
 LA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1727.See file dsdata.pdf to determine how the superseded data were derived.
 LA1727
 LA1727_MARKER: DB = BENCH MARK DISK
 LA1727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1727_SP_SET: CULVERT HEADWALL
 LA1727_STAMPING: E 204 1946
 LA1727_MARK LOGO: CGS
 LA1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1727+STABILITY: SURFACE MOTION
 LA1727
 LA1727  HISTORY     - Date     Condition        Report By
 LA1727  HISTORY     - 1946     MONUMENTED       CGS
 LA1727  HISTORY     - 1962     GOOD             CGS
 LA1727
 LA1727                          STATION DESCRIPTION
 LA1727
 LA1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1727'2.5 MI NE FROM MARION.
 LA1727'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAYS 9 AND 37 FROM ITS
 LA1727'INTERSECTION OF STATE HIGHWAY 15 AT MARION, 0.8 MILE NORTHEAST OF
 LA1727'THE BRIDGE OVER HUMMER CREEK, 75 YARDS SOUTHWEST OF THE T JUNCTION
 LA1727'OF A ROAD LEADING EAST, 110 YARDS NORTHEAST OF THE JUNCTION OF A
 LA1727'ROAD LEADING WEST, SET IN THE TOP OF THE SOUTHWEST END OF THE 15
 LA1727'FOOT NORTHWEST HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 32 FEET
 LA1727'NORTHWEST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 LA1727
 LA1727                          STATION RECOVERY (1962)
 LA1727
 LA1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1396 ***********************************************************************
 LA1396  DESIGNATION -  E 205
 LA1396  PID         -  LA1396
 LA1396  STATE/COUNTY-  IN/TIPTON
 LA1396  COUNTRY     -  US
 LA1396  USGS QUAD   -  WINDFALL (2019)
 LA1396
 LA1396                         *CURRENT SURVEY CONTROL
 LA1396  ______________________________________________________________________
 LA1396* NAD 83(1986) POSITION- 40 15 06.     (N) 085 58 34.     (W)   SCALED
 LA1396* NAVD 88 ORTHO HEIGHT -   261.761 (meters)      858.79  (feet) ADJUSTED
 LA1396  ______________________________________________________________________
 LA1396  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 LA1396  DYNAMIC HEIGHT  -        261.621 (meters)      858.33  (feet) COMP
 LA1396  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 LA1396
 LA1396  VERT ORDER      -  SECOND    CLASS 0
 LA1396
 LA1396.The horizontal coordinates were scaled from a map and have
 LA1396.an estimated accuracy of +/- 6 seconds.
 LA1396
 LA1396.The orthometric height was determined by differential leveling and
 LA1396.adjusted by the NATIONAL GEODETIC SURVEY
 LA1396.in June 1991.
 LA1396
 LA1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1396.GEOID18 height accuracy estimate available here.
 LA1396
 LA1396.Click photographs - Photos may exist for this station.
 LA1396
 LA1396.The dynamic height is computed by dividing the NAVD 88
 LA1396.geopotential number by the normal gravity value computed on the
 LA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1396.degrees latitude (g = 980.6199 gals.).
 LA1396
 LA1396.The modeled gravity was interpolated from observed gravity values.
 LA1396
 LA1396;                    North         East    Units  Estimated Accuracy
 LA1396;SPC IN E     -   555,510.       73,670.      MT  (+/- 180 meters Scaled)
 LA1396
 LA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870561(NAD 83)
 LA1396
 LA1396                          SUPERSEDED SURVEY CONTROL
 LA1396
 LA1396  NGVD 29 (??/??/92)  261.886  (m)          859.20   (f) ADJ UNCH    2 0
 LA1396
 LA1396.Superseded values are not recommended for survey control.
 LA1396
 LA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1396.See file dsdata.pdf to determine how the superseded data were derived.
 LA1396
 LA1396_MARKER: DB = BENCH MARK DISK
 LA1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1396_SP_SET: ABUTMENT
 LA1396_STAMPING: E 205 1946
 LA1396_MARK LOGO: CGS
 LA1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1396
 LA1396  HISTORY     - Date     Condition        Report By
 LA1396  HISTORY     - 1946     MONUMENTED       CGS
 LA1396
 LA1396                          STATION DESCRIPTION
 LA1396
 LA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1396'3.8 MI SW FROM HOBBS.
 LA1396'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1396'AT HOBBS, THENCE ABOUT 2.2 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1396'ABOUT 0.7 MILE SOUTH OF A GRAVEL CROSS ROAD, 0.3 MILE NORTH OF
 LA1396'A CROSS ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 LA1396'ABUTMENT OF A 27 FOOT CONCRETE BRIDGE OVER BACON PRAIRIE CREEK
 LA1396'RUNNING DIAGONALLY NORTHEAST AND SOUTHWEST ACROSS THE ROAD,
 LA1396'10 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 0.9 FOOT
 LA1396'WEST OF THE CONCRETE BANISTER, AND LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0287 ***********************************************************************
 ME0287  DESIGNATION -  E 206
 ME0287  PID         -  ME0287
 ME0287  STATE/COUNTY-  IN/MARSHALL
 ME0287  COUNTRY     -  US
 ME0287  USGS QUAD   -  DONALDSON (2019)
 ME0287
 ME0287                         *CURRENT SURVEY CONTROL
 ME0287  ______________________________________________________________________
 ME0287* NAD 83(1986) POSITION- 41 21 20.     (N) 086 24 54.     (W)   SCALED
 ME0287* NAVD 88 ORTHO HEIGHT -   248.453 (meters)      815.13  (feet) ADJUSTED
 ME0287  ______________________________________________________________________
 ME0287  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0287  DYNAMIC HEIGHT  -        248.351 (meters)      814.80  (feet) COMP
 ME0287  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 ME0287
 ME0287  VERT ORDER      -  FIRST     CLASS I
 ME0287
 ME0287.The horizontal coordinates were scaled from a map and have
 ME0287.an estimated accuracy of +/- 6 seconds.
 ME0287
 ME0287.The orthometric height was determined by differential leveling and
 ME0287.adjusted by the NATIONAL GEODETIC SURVEY
 ME0287.in June 1991.
 ME0287
 ME0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0287.GEOID18 height accuracy estimate available here.
 ME0287
 ME0287.Click photographs - Photos may exist for this station.
 ME0287
 ME0287.The dynamic height is computed by dividing the NAVD 88
 ME0287.geopotential number by the normal gravity value computed on the
 ME0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0287.degrees latitude (g = 980.6199 gals.).
 ME0287
 ME0287.The modeled gravity was interpolated from observed gravity values.
 ME0287
 ME0287;                    North         East    Units  Estimated Accuracy
 ME0287;SPC IN E     -   678,310.       37,380.      MT  (+/- 180 meters Scaled)
 ME0287
 ME0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL489783(NAD 83)
 ME0287
 ME0287                          SUPERSEDED SURVEY CONTROL
 ME0287
 ME0287  NGVD 29 (01/19/93)  248.569  (m)          815.51   (f) ADJUSTED    1 1
 ME0287  NGVD 29 (??/??/92)  248.569  (m)          815.51   (f) SUPERSEDED  1 1
 ME0287
 ME0287.Superseded values are not recommended for survey control.
 ME0287
 ME0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0287.See file dsdata.pdf to determine how the superseded data were derived.
 ME0287
 ME0287_MARKER: DB = BENCH MARK DISK
 ME0287_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0287_SP_SET: FOOTING
 ME0287_STAMPING: E 206 1946
 ME0287_MARK LOGO: CGS
 ME0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0287+STABILITY: SURFACE MOTION
 ME0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0287+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0287
 ME0287  HISTORY     - Date     Condition        Report By
 ME0287  HISTORY     - 1946     MONUMENTED       CGS
 ME0287  HISTORY     - 1968     GOOD             CGS
 ME0287  HISTORY     - 1984     GOOD             USPSQD
 ME0287  HISTORY     - 1988     GOOD             USPSQD
 ME0287  HISTORY     - 19920907 GOOD             NGS
 ME0287
 ME0287                          STATION DESCRIPTION
 ME0287
 ME0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0287'1.6 MI E FROM DONALDSON.
 ME0287'ABOUT 1.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0287'CROSSING OF UNION ROAD AT DONALDSON, ABOUT 0.7 MILE WEST OF
 ME0287'THE ROSE ROAD OVERPASS, ABOUT 0.2 MILE WEST OF MILEPOST 389,
 ME0287'SET VERTICALLY IN THE NORTH FACE OF A 3 1/2-FOOT SQUARE CONCRETE
 ME0287'BASE FOR A SIGNAL CONTROL BOX, 7.4 FEET SOUTH OF THE SOUTH RAIL
 ME0287'OF THE EASTBOUND TRACK, 0.7 FOOT ABOVE THE LEVEL OF THE GROUND
 ME0287'AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 33, T 34N,
 ME0287'R 1E.
 ME0287
 ME0287                          STATION RECOVERY (1984)
 ME0287
 ME0287'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0287'RECOVERED IN GOOD CONDITION.
 ME0287
 ME0287                          STATION RECOVERY (1988)
 ME0287
 ME0287'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNC)
 ME0287'RECOVERED IN GOOD CONDITION.
 ME0287
 ME0287                          STATION RECOVERY (1992)
 ME0287
 ME0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0287'9.3 KM (5.75 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0287'OF STATE HIGHWAY 17 IN PLYMOUTH, SET VERTICALLY NEAR THE CENTER OF
 ME0287'THE NORTH FACE OF THE CONCRETE FOOTING FOR AN ABANDONED RAILROAD
 ME0287'SIGNAL, 359.0 M (1177.8 FT) WEST OF MILEPOST 389, 2.1 M (6.9 FT)
 ME0287'SOUTH OF THE NEAR RAIL, 1.9 M (6.2 FT) WEST OF THE CENTER OF A
 ME0287'CISTERN, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 ME0287'(0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0514 ***********************************************************************
 LB0514  DESIGNATION -  E 207
 LB0514  PID         -  LB0514
 LB0514  STATE/COUNTY-  IN/TIPTON
 LB0514  COUNTRY     -  US
 LB0514  USGS QUAD   -  TIPTON (2019)
 LB0514
 LB0514                         *CURRENT SURVEY CONTROL
 LB0514  ______________________________________________________________________
 LB0514* NAD 83(1986) POSITION- 40 16 30.80   (N) 086 06 24.89   (W)   HD_HELD1
 LB0514* NAVD 88 ORTHO HEIGHT -   270.218 (meters)      886.54  (feet) ADJUSTED
 LB0514  ______________________________________________________________________
 LB0514  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB0514  DYNAMIC HEIGHT  -        270.072 (meters)      886.06  (feet) COMP
 LB0514  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 LB0514
 LB0514  VERT ORDER      -  SECOND    CLASS 0
 LB0514
 LB0514.The horizontal coordinates were determined by differentially corrected
 LB0514.hand held GPS observations or other comparable positioning techniques
 LB0514.and have an estimated accuracy of +/- 3 meters.
 LB0514
 LB0514.The orthometric height was determined by differential leveling and
 LB0514.adjusted by the NATIONAL GEODETIC SURVEY
 LB0514.in June 1991.
 LB0514
 LB0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0514.GEOID18 height accuracy estimate available here.
 LB0514
 LB0514.Click photographs - Photos may exist for this station.
 LB0514
 LB0514.The dynamic height is computed by dividing the NAVD 88
 LB0514.geopotential number by the normal gravity value computed on the
 LB0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0514.degrees latitude (g = 980.6199 gals.).
 LB0514
 LB0514.The modeled gravity was interpolated from observed gravity values.
 LB0514
 LB0514;                    North         East    Units  Estimated Accuracy
 LB0514;SPC IN E     -   558,169.5      62,558.1     MT  (+/- 3 meters HH1 GPS) 
 LB0514
 LB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7592758687(NAD 83)
 LB0514
 LB0514                          SUPERSEDED SURVEY CONTROL
 LB0514
 LB0514  NGVD 29 (??/??/92)  270.335  (m)          886.92   (f) ADJ UNCH    2 0
 LB0514
 LB0514.Superseded values are not recommended for survey control.
 LB0514
 LB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0514.See file dsdata.pdf to determine how the superseded data were derived.
 LB0514
 LB0514_MARKER: DB = BENCH MARK DISK
 LB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0514_STAMPING: E 207 1946
 LB0514_MARK LOGO: CGS
 LB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0514+STABILITY: SURFACE MOTION
 LB0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0514+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2017
 LB0514
 LB0514  HISTORY     - Date     Condition        Report By
 LB0514  HISTORY     - 1946     MONUMENTED       CGS
 LB0514  HISTORY     - 20061227 GOOD             INDIV
 LB0514  HISTORY     - 20090623 GOOD             JCLS
 LB0514  HISTORY     - 20170213 GOOD             PICI
 LB0514
 LB0514                          STATION DESCRIPTION
 LB0514
 LB0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0514'3.8 MI W FROM TIPTON.
 LB0514'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 LB0514'AT TIPTON, ABOUT 2.3 MILES EAST OF THE CROSSROADS AT TETERSBURG,
 LB0514'ABOUT 1.05 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY 31,
 LB0514'AT A NORTH-SOUTH GRAVEL ROAD, 83 FEET NORTHWEST AND ACROSS THE
 LB0514'NORTH-SOUTH ROAD FROM THE CENTER OF THE BRICK STEPS TO A WHITE
 LB0514'FARM HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23
 LB0514'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 3.5 FEET WEST
 LB0514'OF A 10 INCH CONCRETE FENCE CORNER POST, 1.5 FEET NORTH OF THE
 LB0514'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0514'INCHES.
 LB0514
 LB0514                          STATION RECOVERY (2006)
 LB0514
 LB0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DCW)
 LB0514'MARKER FOUND FLUSH WITH THE GROUND, MARKED BY AN INDOT POST 29 FEET
 LB0514'SOUTH OF SR28 AND 23.2 FEET WEST OF CR500W (WHICH IS NOW ASPHALT), 3.7
 LB0514'FEET WESTERLY FROM A 4 FT TALL STEEL POST FILLED WITH CONCRETE.
 LB0514
 LB0514                          STATION RECOVERY (2009)
 LB0514
 LB0514'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LB0514'RECOVERED IN GOOD CONDITION.
 LB0514
 LB0514                          STATION RECOVERY (2017)
 LB0514
 LB0514'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2017 (JF)
 LB0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0462 ***********************************************************************
 LB0462  DESIGNATION -  E 208
 LB0462  PID         -  LB0462
 LB0462  STATE/COUNTY-  IN/TIPTON
 LB0462  COUNTRY     -  US
 LB0462  USGS QUAD   -  KOKOMO WEST (2019)
 LB0462
 LB0462                         *CURRENT SURVEY CONTROL
 LB0462  ______________________________________________________________________
 LB0462* NAD 83(1986) POSITION- 40 22 57.     (N) 086 09 53.     (W)   SCALED
 LB0462* NAVD 88 ORTHO HEIGHT -   270.949 (meters)      888.94  (feet) ADJUSTED
 LB0462  ______________________________________________________________________
 LB0462  GEOID HEIGHT    -        -34.403 (meters)                     GEOID18
 LB0462  DYNAMIC HEIGHT  -        270.805 (meters)      888.47  (feet) COMP
 LB0462  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 LB0462
 LB0462  VERT ORDER      -  SECOND    CLASS 0
 LB0462
 LB0462.The horizontal coordinates were scaled from a map and have
 LB0462.an estimated accuracy of +/- 6 seconds.
 LB0462
 LB0462.The orthometric height was determined by differential leveling and
 LB0462.adjusted by the NATIONAL GEODETIC SURVEY
 LB0462.in June 1991.
 LB0462
 LB0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0462.GEOID18 height accuracy estimate available here.
 LB0462
 LB0462.Click photographs - Photos may exist for this station.
 LB0462
 LB0462.The dynamic height is computed by dividing the NAVD 88
 LB0462.geopotential number by the normal gravity value computed on the
 LB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0462.degrees latitude (g = 980.6199 gals.).
 LB0462
 LB0462.The modeled gravity was interpolated from observed gravity values.
 LB0462
 LB0462;                    North         East    Units  Estimated Accuracy
 LB0462;SPC IN E     -   570,110.       57,710.      MT  (+/- 180 meters Scaled)
 LB0462
 LB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK709705(NAD 83)
 LB0462
 LB0462                          SUPERSEDED SURVEY CONTROL
 LB0462
 LB0462  NGVD 29 (??/??/92)  271.064  (m)          889.32   (f) ADJ UNCH    2 0
 LB0462
 LB0462.Superseded values are not recommended for survey control.
 LB0462
 LB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0462.See file dsdata.pdf to determine how the superseded data were derived.
 LB0462
 LB0462_MARKER: DB = BENCH MARK DISK
 LB0462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0462_SP_SET: FENCE POST
 LB0462_STAMPING: E 208 1946
 LB0462_MARK LOGO: CGS
 LB0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0462
 LB0462  HISTORY     - Date     Condition        Report By
 LB0462  HISTORY     - 1946     MONUMENTED       CGS
 LB0462
 LB0462                          STATION DESCRIPTION
 LB0462
 LB0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0462'4.2 MI NW FROM SHARPSVILLE.
 LB0462'ABOUT 1.5 MILES WEST ALONG A COUNTY ROAD FROM THE METHODIST
 LB0462'CHURCH AT SHARPSVILLE, THENCE ABOUT 0.25 MILE NORTH, THENCE
 LB0462'ABOUT 2.5 MILES WEST ALONG A COUNTY ROAD, AT A NORTH-SOUTH ROAD
 LB0462'CROSSING, SET VERTICALLY IN THE SOUTH FACE OF AN OCTOGAN SHAPED
 LB0462'32 INCH CONCRETE FENCE CORNER POST, 18 FEET NORTH OF THE CENTER
 LB0462'LINE OF THE EAST-WEST ROAD 20 FEET EAST OF THE CENTER LINE OF
 LB0462'THE NORTH-SOUTH ROAD AND 2.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1436 ***********************************************************************
 LA1436  DESIGNATION -  E 209
 LA1436  PID         -  LA1436
 LA1436  STATE/COUNTY-  IN/MADISON
 LA1436  COUNTRY     -  US
 LA1436  USGS QUAD   -  LAPEL (2019)
 LA1436
 LA1436                         *CURRENT SURVEY CONTROL
 LA1436  ______________________________________________________________________
 LA1436* NAD 83(1986) POSITION- 40 04 30.     (N) 085 49 45.     (W)   SCALED
 LA1436* NAVD 88 ORTHO HEIGHT -   264.102 (meters)      866.47  (feet) ADJUSTED
 LA1436  ______________________________________________________________________
 LA1436  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 LA1436  DYNAMIC HEIGHT  -        263.959 (meters)      866.01  (feet) COMP
 LA1436  MODELED GRAVITY -    980,076.6   (mgal)                       NAVD 88
 LA1436
 LA1436  VERT ORDER      -  SECOND    CLASS 0
 LA1436
 LA1436.The horizontal coordinates were scaled from a map and have
 LA1436.an estimated accuracy of +/- 6 seconds.
 LA1436
 LA1436.The orthometric height was determined by differential leveling and
 LA1436.adjusted by the NATIONAL GEODETIC SURVEY
 LA1436.in June 1991.
 LA1436
 LA1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1436.GEOID18 height accuracy estimate available here.
 LA1436
 LA1436.Click photographs - Photos may exist for this station.
 LA1436
 LA1436.The dynamic height is computed by dividing the NAVD 88
 LA1436.geopotential number by the normal gravity value computed on the
 LA1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1436.degrees latitude (g = 980.6199 gals.).
 LA1436
 LA1436.The modeled gravity was interpolated from observed gravity values.
 LA1436
 LA1436;                    North         East    Units  Estimated Accuracy
 LA1436;SPC IN E     -   535,860.       86,140.      MT  (+/- 180 meters Scaled)
 LA1436
 LA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998367(NAD 83)
 LA1436
 LA1436                          SUPERSEDED SURVEY CONTROL
 LA1436
 LA1436  NGVD 29 (??/??/92)  264.236  (m)          866.91   (f) ADJ UNCH    2 0
 LA1436
 LA1436.Superseded values are not recommended for survey control.
 LA1436
 LA1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1436.See file dsdata.pdf to determine how the superseded data were derived.
 LA1436
 LA1436_MARKER: DB = BENCH MARK DISK
 LA1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1436_STAMPING: E 209 1946
 LA1436_MARK LOGO: CGS
 LA1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1436+STABILITY: SURFACE MOTION
 LA1436
 LA1436  HISTORY     - Date     Condition        Report By
 LA1436  HISTORY     - 1946     MONUMENTED       CGS
 LA1436
 LA1436                          STATION DESCRIPTION
 LA1436
 LA1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1436'1.2 MI NE FROM LAPEL.
 LA1436'ABOUT 1.0 MILE EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1436'STATION AT LAPEL, THENCE ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD,
 LA1436'SET IN THE SOUTHWEST CORNER OF THE LAPEL AIRPORT, AT AN EAST-WEST
 LA1436'GRAVEL ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF THE ADMINSTRATION
 LA1436'BUILDING, 94 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1436'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1436'5 FEET NORTHWEST OF POWER POLE 5/151/350, ABOUT 0.5 FOOT ABOVE
 LA1436'THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1436'6 INCHES.  NOTE-- IT WAS REPORTED IN JULY 1953 THAT LAPEL AIRPORT
 LA1436'HAS BEEN DISCONTINUED AND IS NO LONGER MAINTAINED, THE LAND AREA
 LA1436'IS NOW CULTIVATED AND IN FARM USE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0749 ***********************************************************************
 MD0749  DESIGNATION -  E 21
 MD0749  PID         -  MD0749
 MD0749  STATE/COUNTY-  IN/NOBLE
 MD0749  COUNTRY     -  US
 MD0749  USGS QUAD   -  KENDALLVILLE (2019)
 MD0749
 MD0749                         *CURRENT SURVEY CONTROL
 MD0749  ______________________________________________________________________
 MD0749* NAD 83(1986) POSITION- 41 27 03.     (N) 085 21 58.     (W)   SCALED
 MD0749* NAVD 88 ORTHO HEIGHT -   289.871 (meters)      951.02  (feet) ADJUSTED
 MD0749  ______________________________________________________________________
 MD0749  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 MD0749  DYNAMIC HEIGHT  -        289.753 (meters)      950.63  (feet) COMP
 MD0749  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 MD0749
 MD0749  VERT ORDER      -  SECOND    CLASS 0
 MD0749
 MD0749.The horizontal coordinates were scaled from a map and have
 MD0749.an estimated accuracy of +/- 6 seconds.
 MD0749
 MD0749.The orthometric height was determined by differential leveling and
 MD0749.adjusted by the NATIONAL GEODETIC SURVEY
 MD0749.in June 1991.
 MD0749
 MD0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0749.GEOID18 height accuracy estimate available here.
 MD0749
 MD0749.Click photographs - Photos may exist for this station.
 MD0749
 MD0749.The dynamic height is computed by dividing the NAVD 88
 MD0749.geopotential number by the normal gravity value computed on the
 MD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0749.degrees latitude (g = 980.6199 gals.).
 MD0749
 MD0749.The modeled gravity was interpolated from observed gravity values.
 MD0749
 MD0749;                    North         East    Units  Estimated Accuracy
 MD0749;SPC IN E     -   688,670.      125,110.      MT  (+/- 180 meters Scaled)
 MD0749
 MD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL364900(NAD 83)
 MD0749
 MD0749                          SUPERSEDED SURVEY CONTROL
 MD0749
 MD0749  NGVD 29 (??/??/92)  290.002  (m)          951.45   (f) ADJ UNCH    2 0
 MD0749
 MD0749.Superseded values are not recommended for survey control.
 MD0749
 MD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0749.See file dsdata.pdf to determine how the superseded data were derived.
 MD0749
 MD0749_MARKER: DB = BENCH MARK DISK
 MD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0749_STAMPING: E 21 1934
 MD0749_MARK LOGO: CGS
 MD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0749+STABILITY: SURFACE MOTION
 MD0749
 MD0749  HISTORY     - Date     Condition        Report By
 MD0749  HISTORY     - 1934     MONUMENTED       CGS
 MD0749  HISTORY     - 1962     GOOD             CGS
 MD0749
 MD0749                          STATION DESCRIPTION
 MD0749
 MD0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0749'2.1 MI E FROM BRIMFIELD.
 MD0749'ABOUT 2.1 MILES E ALONG NO. 6 U.S. HWY. FROM THE BRIDGE OVER NEW
 MD0749'YORK CENTRAL RAILROAD, THENCE 0.2 MILE S ALONG A GRAVEL ROAD TO
 MD0749'RAILROAD CROSSING AND THE MARK ON THE RIGHT, 42 FEET W OF CENTER
 MD0749'LINE OF ROAD, 39.7 FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS,
 MD0749'0.5 FOOT LOWER THAN TOP OF SAME, 20 FEET W OF A FENCE CORNER, 2
 MD0749'FEET S OF THE FENCE, 1.7 FEET S OF STEEL WITNESS POST, AND PROJECTING
 MD0749'0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0485 ***********************************************************************
 LB0485  DESIGNATION -  E 210
 LB0485  PID         -  LB0485
 LB0485  STATE/COUNTY-  IN/BOONE
 LB0485  COUNTRY     -  US
 LB0485  USGS QUAD   -  SHERIDAN (2019)
 LB0485
 LB0485                         *CURRENT SURVEY CONTROL
 LB0485  ______________________________________________________________________
 LB0485* NAD 83(1986) POSITION- 40 10 23.     (N) 086 14 32.     (W)   SCALED
 LB0485* NAVD 88 ORTHO HEIGHT -   286.886 (meters)      941.23  (feet) ADJUSTED
 LB0485  ______________________________________________________________________
 LB0485  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 LB0485  DYNAMIC HEIGHT  -        286.727 (meters)      940.70  (feet) COMP
 LB0485  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LB0485
 LB0485  VERT ORDER      -  SECOND    CLASS 0
 LB0485
 LB0485.The horizontal coordinates were scaled from a map and have
 LB0485.an estimated accuracy of +/- 6 seconds.
 LB0485
 LB0485.The orthometric height was determined by differential leveling and
 LB0485.adjusted by the NATIONAL GEODETIC SURVEY
 LB0485.in June 1991.
 LB0485
 LB0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0485.GEOID18 height accuracy estimate available here.
 LB0485
 LB0485.Click photographs - Photos may exist for this station.
 LB0485
 LB0485.The dynamic height is computed by dividing the NAVD 88
 LB0485.geopotential number by the normal gravity value computed on the
 LB0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0485.degrees latitude (g = 980.6199 gals.).
 LB0485
 LB0485.The modeled gravity was interpolated from observed gravity values.
 LB0485
 LB0485;                    North         East    Units  Estimated Accuracy
 LB0485;SPC IN W     -   547,070.      971,640.      MT  (+/- 180 meters Scaled)
 LB0485
 LB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645472(NAD 83)
 LB0485
 LB0485                          SUPERSEDED SURVEY CONTROL
 LB0485
 LB0485  NGVD 29 (??/??/92)  286.993  (m)          941.58   (f) ADJ UNCH    2 0
 LB0485
 LB0485.Superseded values are not recommended for survey control.
 LB0485
 LB0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0485.See file dsdata.pdf to determine how the superseded data were derived.
 LB0485
 LB0485_MARKER: DB = BENCH MARK DISK
 LB0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0485_STAMPING: E 210 1946
 LB0485_MARK LOGO: CGS
 LB0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0485+STABILITY: SURFACE MOTION
 LB0485
 LB0485  HISTORY     - Date     Condition        Report By
 LB0485  HISTORY     - 1946     MONUMENTED       CGS
 LB0485  HISTORY     - 1961     GOOD             CGS
 LB0485  HISTORY     - 20221026 MARK NOT FOUND   IN-057
 LB0485
 LB0485                          STATION DESCRIPTION
 LB0485
 LB0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0485'3.5 MI NW FROM SHERIDAN.
 LB0485'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CITY
 LB0485'HALL AT SHERIDAN, THENCE ABOUT 1.7 MILES NORTH ALONG THE
 LB0485'BOONE-HAMILTON COUNTY LINE ROAD, ABOUT 0.5 MILE SOUTH OF THE
 LB0485'BOONE CLINTON COUNTY LINE, SET IN THE SOUTHWEST ANGLE OF A
 LB0485'GRAVEL SIDE ROAD LEADING WEST, 39 FEET SOUTH OF THE CENTER LINE
 LB0485'OF THE GRAVEL SIDE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 LB0485'TAR ROAD, 6 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTHEAST
 LB0485'OF THE FENCE LINE, ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE
 LB0485'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB0485
 LB0485                          STATION RECOVERY (1961)
 LB0485
 LB0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0485'RECOVERED IN GOOD CONDITION.
 LB0485
 LB0485                          STATION RECOVERY (2022)
 LB0485
 LB0485'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0435 ***********************************************************************
 LB0435  DESIGNATION -  E 211
 LB0435  PID         -  LB0435
 LB0435  STATE/COUNTY-  IN/HOWARD
 LB0435  COUNTRY     -  US
 LB0435  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0435
 LB0435                         *CURRENT SURVEY CONTROL
 LB0435  ______________________________________________________________________
 LB0435* NAD 83(1986) POSITION- 40 24 20.     (N) 086 17 11.     (W)   SCALED
 LB0435* NAVD 88 ORTHO HEIGHT -   261.278 (meters)      857.21  (feet) ADJUSTED
 LB0435  ______________________________________________________________________
 LB0435  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 LB0435  DYNAMIC HEIGHT  -        261.140 (meters)      856.76  (feet) COMP
 LB0435  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 LB0435
 LB0435  VERT ORDER      -  SECOND    CLASS 0
 LB0435
 LB0435.The horizontal coordinates were scaled from a map and have
 LB0435.an estimated accuracy of +/- 6 seconds.
 LB0435
 LB0435.The orthometric height was determined by differential leveling and
 LB0435.adjusted by the NATIONAL GEODETIC SURVEY
 LB0435.in June 1991.
 LB0435
 LB0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0435.GEOID18 height accuracy estimate available here.
 LB0435
 LB0435.Click photographs - Photos may exist for this station.
 LB0435
 LB0435.The dynamic height is computed by dividing the NAVD 88
 LB0435.geopotential number by the normal gravity value computed on the
 LB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0435.degrees latitude (g = 980.6199 gals.).
 LB0435
 LB0435.The modeled gravity was interpolated from observed gravity values.
 LB0435
 LB0435;                    North         East    Units  Estimated Accuracy
 LB0435;SPC IN E     -   572,730.       47,400.      MT  (+/- 180 meters Scaled)
 LB0435
 LB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK605730(NAD 83)
 LB0435
 LB0435                          SUPERSEDED SURVEY CONTROL
 LB0435
 LB0435  NGVD 29 (??/??/92)  261.387  (m)          857.57   (f) ADJ UNCH    2 0
 LB0435
 LB0435.Superseded values are not recommended for survey control.
 LB0435
 LB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0435.See file dsdata.pdf to determine how the superseded data were derived.
 LB0435
 LB0435_MARKER: DB = BENCH MARK DISK
 LB0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0435_SP_SET: BRIDGE HEADWALL
 LB0435_STAMPING: E 211 1946
 LB0435_MARK LOGO: CGS
 LB0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0435
 LB0435  HISTORY     - Date     Condition        Report By
 LB0435  HISTORY     - 1946     MONUMENTED       CGS
 LB0435
 LB0435                          STATION DESCRIPTION
 LB0435
 LB0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0435'1 MI SW FROM RUSSIAVILLE.
 LB0435'1.0 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0435'RAILROAD FROM THE STATION AT RUSSIAVILLE, 1 1/2 POLES SOUTHWEST
 LB0435'OF POLE 191/15, 39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LB0435'TRACK, AT BRIDGE NO. 191/39, SET IN THE TOP OF THE NORTHEAST
 LB0435'END OF THE SOUTHEAST HEAD WALL OF A 20 FOOT CONCRETE BRIDGE ON
 LB0435'AN OLD ABANDONED RAILROAD GRADE RUNNING PARALLEL TO THE TRACK,
 LB0435'AND ABOUT 2 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0566 ***********************************************************************
 LB0566  DESIGNATION -  E 212 RESET
 LB0566  PID         -  LB0566
 LB0566  STATE/COUNTY-  IN/HAMILTON
 LB0566  COUNTRY     -  US
 LB0566  USGS QUAD   -  NOBLESVILLE (2019)
 LB0566
 LB0566                         *CURRENT SURVEY CONTROL
 LB0566  ______________________________________________________________________
 LB0566* NAD 83(1986) POSITION- 40 04 22.30   (N) 086 00 52.05   (W)   HD_HELD1
 LB0566* NAVD 88 ORTHO HEIGHT -   242.73  (meters)      796.4   (feet) RESET
 LB0566  ______________________________________________________________________
 LB0566  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 LB0566  VERT ORDER      -  THIRD
 LB0566
 LB0566.The horizontal coordinates were determined by differentially corrected
 LB0566.hand held GPS observations or other comparable positioning techniques
 LB0566.and have an estimated accuracy of +/- 3 meters.
 LB0566
 LB0566.The orthometric height was computed from unverified reset data.
 LB0566
 LB0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0566.GEOID18 height accuracy estimate available here.
 LB0566
 LB0566.Click photographs - Photos may exist for this station.
 LB0566
 LB0566;                    North         East    Units  Estimated Accuracy
 LB0566;SPC IN E     -   535,665.5      70,333.3     MT  (+/- 3 meters HH1 GPS) 
 LB0566
 LB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8403636309(NAD 83)
 LB0566
 LB0566                          SUPERSEDED SURVEY CONTROL
 LB0566
 LB0566.No superseded survey control is available for this station.
 LB0566
 LB0566_MARKER: DB = BENCH MARK DISK
 LB0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0566_STAMPING: E 212 RESET 1953
 LB0566_MARK LOGO: CGS
 LB0566_PROJECTION: PROJECTING 5 CENTIMETERS
 LB0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0566+STABILITY: SURFACE MOTION
 LB0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0566+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 LB0566
 LB0566  HISTORY     - Date     Condition        Report By
 LB0566  HISTORY     - 1953     MONUMENTED       INHD
 LB0566  HISTORY     - 1955     GOOD             CGS
 LB0566  HISTORY     - 20220928 GOOD             IN-057
 LB0566
 LB0566                          STATION DESCRIPTION
 LB0566
 LB0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LB0566'2 MI N FROM NOBLESVILLE.
 LB0566'0.2 MILE WEST ALONG LOGAN STREET FROM THE COURTHOUSE AT NOBLESVILLE,
 LB0566'HAMILTON COUNTY, THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY 19
 LB0566'LEADING TO CICERO, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 LB0566'225 FEET NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 LB0566'OF A TWO-STORY GRAY HOUSE, 84 FEET SOUTHEAST OF A POWER POLE,
 LB0566'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 3 FEET WEST OF THE
 LB0566'RIGHT-OF-WAY, IN LINE WITH THE CENTERLINE OF THE ROAD LEADING
 LB0566'WEST, AND LEVEL WITH THE ROAD JUNCTION.  A STANDARD DISK,
 LB0566'STAMPED E 212 RESET 1955 AND SET IN THE TOP OF A CONCRETE
 LB0566'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0566
 LB0566                          STATION RECOVERY (2022)
 LB0566
 LB0566'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0566'2 MI (3.2 KM) NORTH FROM NOBLESVILLE.  0.2 MI (0.3 KM) WEST ALONG
 LB0566'LOGAN STREET FROM THE COURTHOUSE AT NOBLESVILLE, HAMILTON COUNTY,
 LB0566'THENCE 1.8 MI (2.9 KM) NORTH ALONG STATE HIGHWAY 19 LEADING TO CICERO,
 LB0566'AT THE JUNCTION OF 196TH ST AND SR19, 11 FT (3.4 M) EAST FROM EDGE OF
 LB0566'PAVEMENT OF SR19, 104 FT (31.7 M) SOUTH OF THE CENTERLINE OF DRIVEWAY
 LB0566'FOR 2090 SR 19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0974 ***********************************************************************
 LA0974  DESIGNATION -  E 213
 LA0974  PID         -  LA0974
 LA0974  STATE/COUNTY-  IN/HUNTINGTON
 LA0974  COUNTRY     -  US
 LA0974  USGS QUAD   -  WARREN (2019)
 LA0974
 LA0974                         *CURRENT SURVEY CONTROL
 LA0974  ______________________________________________________________________
 LA0974* NAD 83(1986) POSITION- 40 44 31.     (N) 085 26 41.     (W)   SCALED
 LA0974* NAVD 88 ORTHO HEIGHT -   257.158 (meters)      843.69  (feet) ADJUSTED
 LA0974  ______________________________________________________________________
 LA0974  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 LA0974  DYNAMIC HEIGHT  -        257.033 (meters)      843.28  (feet) COMP
 LA0974  MODELED GRAVITY -    980,130.7   (mgal)                       NAVD 88
 LA0974
 LA0974  VERT ORDER      -  SECOND    CLASS 0
 LA0974
 LA0974.The horizontal coordinates were scaled from a map and have
 LA0974.an estimated accuracy of +/- 6 seconds.
 LA0974
 LA0974.The orthometric height was determined by differential leveling and
 LA0974.adjusted by the NATIONAL GEODETIC SURVEY
 LA0974.in June 1991.
 LA0974
 LA0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0974.GEOID18 height accuracy estimate available here.
 LA0974
 LA0974.Click photographs - Photos may exist for this station.
 LA0974
 LA0974.The dynamic height is computed by dividing the NAVD 88
 LA0974.geopotential number by the normal gravity value computed on the
 LA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0974.degrees latitude (g = 980.6199 gals.).
 LA0974
 LA0974.The modeled gravity was interpolated from observed gravity values.
 LA0974
 LA0974;                    North         East    Units  Estimated Accuracy
 LA0974;SPC IN E     -   609,930.      118,750.      MT  (+/- 180 meters Scaled)
 LA0974
 LA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL313112(NAD 83)
 LA0974
 LA0974                          SUPERSEDED SURVEY CONTROL
 LA0974
 LA0974  NGVD 29 (??/??/92)  257.289  (m)          844.12   (f) ADJ UNCH    2 0
 LA0974
 LA0974.Superseded values are not recommended for survey control.
 LA0974
 LA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0974.See file dsdata.pdf to determine how the superseded data were derived.
 LA0974
 LA0974_MARKER: DB = BENCH MARK DISK
 LA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0974_STAMPING: E 213 1947
 LA0974_MARK LOGO: CGS
 LA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0974+STABILITY: SURFACE MOTION
 LA0974
 LA0974  HISTORY     - Date     Condition        Report By
 LA0974  HISTORY     - 1947     MONUMENTED       CGS
 LA0974
 LA0974                          STATION DESCRIPTION
 LA0974
 LA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0974'2.8 MI W FROM PLUM TREE.
 LA0974'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0974'CHURCH AT PLUM TREE, AT THE INTERSECTION OF STATE HIGHWAY 5, 38
 LA0974'FEET NORTH OF THE CENTER LINE OF HIGHWAY 124, 41 FEET WEST OF THE
 LA0974'CENTER LINE OF HIGHWAY 5, 20 FEET NORTH OF THE NORTH HEAD WALL OF
 LA0974'A 15 INCH PIPE CULVERT UNDER HIGHWAY 124, 5.5 FEET WEST OF POWER
 LA0974'POLE B10/29, 4 FEET WEST OF A 4-INCH IRON PIPE FENCE CORNER POST,
 LA0974'1 FOOT SOUTH OF THE FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 LA0974'WITNESS POST ABOUT 1.5 FEET ABOVE THE INTERSECTION AND SET IN
 LA0974'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0906 ***********************************************************************
 LA0906  CBN         -  This is a Cooperative Base Network Control Station.
 LA0906  DESIGNATION -  E 214
 LA0906  PID         -  LA0906
 LA0906  STATE/COUNTY-  IN/HUNTINGTON
 LA0906  COUNTRY     -  US
 LA0906  USGS QUAD   -  MARKLE (2019)
 LA0906
 LA0906                         *CURRENT SURVEY CONTROL
 LA0906  ______________________________________________________________________
 LA0906* NAD 83(2011) POSITION- 40 45 23.26629(N) 085 22 25.44435(W)   ADJUSTED
 LA0906* NAD 83(2011) ELLIP HT-   227.737 (meters)        (06/27/12)   ADJUSTED
 LA0906* NAD 83(2011) EPOCH   -  2010.00
 LA0906* NAVD 88 ORTHO HEIGHT -   261.751 (meters)      858.76  (feet) ADJUSTED
 LA0906  ______________________________________________________________________
 LA0906  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 LA0906  NAD 83(2011) X  -    390,250.411 (meters)                     COMP
 LA0906  NAD 83(2011) Y  - -4,822,699.656 (meters)                     COMP
 LA0906  NAD 83(2011) Z  -  4,142,122.975 (meters)                     COMP
 LA0906  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 LA0906  DYNAMIC HEIGHT  -        261.625 (meters)      858.35  (feet) COMP
 LA0906  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 LA0906
 LA0906  VERT ORDER      -  SECOND    CLASS 0
 LA0906
 LA0906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0906  Standards:
 LA0906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0906  -------------------------------------------------------------------
 LA0906  NETWORK    0.59   1.35           0.28   0.18   0.69     -0.01093756
 LA0906  -------------------------------------------------------------------
 LA0906  Click here for local accuracies and other accuracy information.
 LA0906
 LA0906.The horizontal coordinates were established by GPS observations
 LA0906.and adjusted by the National Geodetic Survey in June 2012.
 LA0906
 LA0906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0906.been affixed to the stable North American tectonic plate. See 
 LA0906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0906
 LA0906.The horizontal coordinates are valid at the epoch date displayed above
 LA0906.which is a decimal equivalence of Year/Month/Day.
 LA0906
 LA0906.The orthometric height was determined by differential leveling and
 LA0906.adjusted by the NATIONAL GEODETIC SURVEY
 LA0906.in June 1991.
 LA0906
 LA0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0906.GEOID18 height accuracy estimate available here.
 LA0906
 LA0906.Click photographs - Photos may exist for this station.
 LA0906
 LA0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0906
 LA0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0906
 LA0906.The ellipsoidal height was determined by GPS observations
 LA0906.and is referenced to NAD 83.
 LA0906
 LA0906.The dynamic height is computed by dividing the NAVD 88
 LA0906.geopotential number by the normal gravity value computed on the
 LA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0906.degrees latitude (g = 980.6199 gals.).
 LA0906
 LA0906.The modeled gravity was interpolated from observed gravity values.
 LA0906
 LA0906. The following values were computed from the NAD 83(2011) position.
 LA0906
 LA0906;                    North         East     Units Scale Factor Converg.
 LA0906;SPC IN E     -   611,555.200   124,735.583   MT  0.99997419   +0 11 28.5
 LA0906;SPC IN E     - 2,006,410.69    409,236.66   sFT  0.99997419   +0 11 28.5
 LA0906;UTM  16      - 4,512,994.762   637,276.359   MT  0.99983195   +1 03 42.7
 LA0906
 LA0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0906!SPC IN E     -   0.99996428  x   0.99997419  =   0.99993847
 LA0906!UTM  16      -   0.99996428  x   0.99983195  =   0.99979623
 LA0906
 LA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3727612994(NAD 83)
 LA0906
 LA0906                          SUPERSEDED SURVEY CONTROL
 LA0906
 LA0906  NAD 83(2007)-  40 45 23.26640(N)    085 22 25.44522(W) AD(2002.00) 0
 LA0906  ELLIP H (02/10/07)  227.756  (m)                       GP(2002.00)    
 LA0906  NAD 83(1997)-  40 45 23.26636(N)    085 22 25.44509(W) AD(       ) B
 LA0906  ELLIP H (04/10/98)  227.787  (m)                       GP(       ) 4 1
 LA0906  NAD 83(1995)-  40 45 23.26467(N)    085 22 25.45740(W) AD(       ) 2
 LA0906  NAD 83(1986)-  40 45 23.26687(N)    085 22 25.46156(W) AD(       ) 2
 LA0906  NAD 27      -  40 45 23.09640(N)    085 22 25.56240(W) AD(       ) 2
 LA0906  NAVD 88             261.75   (m)          858.8    (f) LEVELING    3  
 LA0906  NGVD 29 (??/??/92)  261.882  (m)          859.19   (f) ADJ UNCH    2 0
 LA0906  NGVD 29             261.88   (m)          859.2    (f) LEVELING    3  
 LA0906
 LA0906.Superseded values are not recommended for survey control.
 LA0906
 LA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0906.See file dsdata.pdf to determine how the superseded data were derived.
 LA0906
 LA0906_MARKER: DB = BENCH MARK DISK
 LA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0906_STAMPING: E 214 1947
 LA0906_MARK LOGO: CGS
 LA0906_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0906_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0906+STABILITY: SURFACE MOTION
 LA0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0906+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2021
 LA0906
 LA0906  HISTORY     - Date     Condition        Report By
 LA0906  HISTORY     - 1947     MONUMENTED       CGS
 LA0906  HISTORY     - 1948     GOOD             CGS
 LA0906  HISTORY     - 1964     GOOD             CGS
 LA0906  HISTORY     - 19970808 GOOD             SEC
 LA0906  HISTORY     - 19980726 GOOD             WOOLPT
 LA0906  HISTORY     - 20090901 GOOD             GRWAS
 LA0906  HISTORY     - 20130611 GOOD             GRWAS
 LA0906  HISTORY     - 20211021 GOOD             INDOT
 LA0906
 LA0906                          STATION DESCRIPTION
 LA0906
 LA0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0906'5.3 MI S FROM MARKLE.
 LA0906'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0906'INTERSECTION OF STATE HIGHWAY 116, ABOUT 1.0 MILE NORTH OF THE
 LA0906'INTERSECTION OF STATE HIGHWAY 124, AT A GRAVEL CROSS ROAD, 67
 LA0906'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE
 LA0906'WEST HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, 25
 LA0906'FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 1.3 FEET
 LA0906'NORTHEAST OF A FENCE LINE, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 LA0906'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA0906'OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0906
 LA0906                          STATION RECOVERY (1948)
 LA0906
 LA0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA0906'THE STATION IS LOCATED 11 MILES WEST OF BLUFFTON AND 6 MILES
 LA0906'SOUTHWEST OF MARKLE.
 LA0906'IT IS 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 3, 21 FEET SOUTH OF
 LA0906'THE CENTER OF A GRAVEL ROAD, 1 FOOT
 LA0906'NORTHEAST OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS
 LA0906'POST.  THE MARK IS A 8 BY 8 INCH CONCRETE
 LA0906'POST SET FLUSH WITH THE GROUND WITH A STANDARD
 LA0906'USC AND GS BENCH MARK DISK STAMPED E 214 1947.
 LA0906'
 LA0906'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PLUM AND
 LA0906'THE DISTANCE WAS FOUND TO BE
 LA0906'103.40 FEET (31.516 METERS).
 LA0906'
 LA0906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 3, 7
 LA0906'MILES SOUTHWEST OF MARKLE, GO
 LA0906'NORTH ON STATE HIGHWAY 3 FOR 1 MILE TO THE STATION ON THE LEFT AS
 LA0906'DESCRIBED.
 LA0906'
 LA0906'THIS IS A TRAVERSE STATION.
 LA0906
 LA0906                          STATION RECOVERY (1964)
 LA0906
 LA0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA0906'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 LA0906'AND CORRECT.
 LA0906
 LA0906                          STATION RECOVERY (1997)
 LA0906
 LA0906'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA0906'5.3 MILES (8.5 KM) SOUTH ON STATE ROAD 3 FROM THE INTERSECTION OF
 LA0906'STATE ROAD 3 AND STATE ROAD 116 IN MARKLE, TO A CROSSROADS (COUNTY
 LA0906'ROAD 500 SOUTH) OR NORTH 1 MILE (1.6 KM) FROM THE INTERSECTION OF
 LA0906'STATE ROAD 3 AND STATE ROAD 124 TO THE CROSSROADS, TO THE STATION ON
 LA0906'THE SOUTH SIDE OF COUNTY ROAD WEST OF STATE ROAD 3, SET IN A 10 INCH
 LA0906'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  LOCATED
 LA0906'20.33 METERS (66.70 FT) WEST OF CENTERLINE OF STATE ROAD 3, 12.86
 LA0906'METERS (42.19 FT) WEST OF THE ANGLE BREAK IN A CONCRETE HEADWALL, 7.50
 LA0906'METERS (24.61 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 500 SOUTH AND
 LA0906'1.42 METERS (4.66 FT) EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 LA0906
 LA0906                          STATION RECOVERY (1998)
 LA0906
 LA0906'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 LA0906'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 LA0906
 LA0906                          STATION RECOVERY (2009)
 LA0906
 LA0906'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (JCA)
 LA0906'RECOVERED AS DESCRIBED
 LA0906
 LA0906                          STATION RECOVERY (2013)
 LA0906
 LA0906'RECOVERY NOTE BY GRW AERIAL SURVEY 2013 (AM)
 LA0906'RECOVERED IN GOOD CONDITION
 LA0906
 LA0906                          STATION RECOVERY (2021)
 LA0906
 LA0906'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 LA0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0942 ***********************************************************************
 LA0942  DESIGNATION -  E 215
 LA0942  PID         -  LA0942
 LA0942  STATE/COUNTY-  IN/BLACKFORD
 LA0942  COUNTRY     -  US
 LA0942  USGS QUAD   -  ROLL (2019)
 LA0942
 LA0942                         *CURRENT SURVEY CONTROL
 LA0942  ______________________________________________________________________
 LA0942* NAD 83(1986) POSITION- 40 33 09.     (N) 085 24 34.     (W)   SCALED
 LA0942* NAVD 88 ORTHO HEIGHT -   268.692 (meters)      881.53  (feet) ADJUSTED
 LA0942  ______________________________________________________________________
 LA0942  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 LA0942  DYNAMIC HEIGHT  -        268.555 (meters)      881.08  (feet) COMP
 LA0942  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 LA0942
 LA0942  VERT ORDER      -  SECOND    CLASS 0
 LA0942
 LA0942.The horizontal coordinates were scaled from a map and have
 LA0942.an estimated accuracy of +/- 6 seconds.
 LA0942
 LA0942.The orthometric height was determined by differential leveling and
 LA0942.adjusted by the NATIONAL GEODETIC SURVEY
 LA0942.in June 1991.
 LA0942
 LA0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0942.GEOID18 height accuracy estimate available here.
 LA0942
 LA0942.Click photographs - Photos may exist for this station.
 LA0942
 LA0942.The dynamic height is computed by dividing the NAVD 88
 LA0942.geopotential number by the normal gravity value computed on the
 LA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0942.degrees latitude (g = 980.6199 gals.).
 LA0942
 LA0942.The modeled gravity was interpolated from observed gravity values.
 LA0942
 LA0942;                    North         East    Units  Estimated Accuracy
 LA0942;SPC IN E     -   588,900.      121,790.      MT  (+/- 180 meters Scaled)
 LA0942
 LA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK346902(NAD 83)
 LA0942
 LA0942                          SUPERSEDED SURVEY CONTROL
 LA0942
 LA0942  NGVD 29 (??/??/92)  268.824  (m)          881.97   (f) ADJ UNCH    2 0
 LA0942
 LA0942.Superseded values are not recommended for survey control.
 LA0942
 LA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0942.See file dsdata.pdf to determine how the superseded data were derived.
 LA0942
 LA0942_MARKER: DB = BENCH MARK DISK
 LA0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0942_STAMPING: E 215 1947
 LA0942_MARK LOGO: CGS
 LA0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0942+STABILITY: SURFACE MOTION
 LA0942
 LA0942  HISTORY     - Date     Condition        Report By
 LA0942  HISTORY     - 1947     MONUMENTED       CGS
 LA0942  HISTORY     - 1970     GOOD             NGS
 LA0942
 LA0942                          STATION DESCRIPTION
 LA0942
 LA0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0942'0.8 MI W FROM ROLL.
 LA0942'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL
 LA0942'AT ROLL, AT A BLACK TOP ROAD CROSSING, 78 FEET EAST OF THE
 LA0942'CENTER LINE OF THE BLACK TOP ROAD, 30 FEET NORTH OF THE CENTER
 LA0942'LINE OF THE HIGHWAY, 7.5 FEET EAST OF A FENCE CORNER, 5 FEET
 LA0942'EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF THE FENCE LINE, 1.5
 LA0942'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET BELOW
 LA0942'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0942'4 INCHES.  NOTE-- THE BLACKTOP ROAD IS COUNTY ROAD 200 W.  THE
 LA0942'MARK IS 21 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 LA0942'METAL WITNESS POST.
 LA0942
 LA0942                          STATION RECOVERY (1970)
 LA0942
 LA0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1500 ***********************************************************************
 LA1500  DESIGNATION -  E 217
 LA1500  PID         -  LA1500
 LA1500  STATE/COUNTY-  IN/GRANT
 LA1500  COUNTRY     -  US
 LA1500  USGS QUAD   -  GAS CITY (2019)
 LA1500
 LA1500                         *CURRENT SURVEY CONTROL
 LA1500  ______________________________________________________________________
 LA1500* NAD 83(1986) POSITION- 40 23 22.     (N) 085 32 56.     (W)   SCALED
 LA1500* NAVD 88 ORTHO HEIGHT -   268.686 (meters)      881.51  (feet) ADJUSTED
 LA1500  ______________________________________________________________________
 LA1500  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 LA1500  DYNAMIC HEIGHT  -        268.548 (meters)      881.06  (feet) COMP
 LA1500  MODELED GRAVITY -    980,104.7   (mgal)                       NAVD 88
 LA1500
 LA1500  VERT ORDER      -  SECOND    CLASS 0
 LA1500
 LA1500.The horizontal coordinates were scaled from a map and have
 LA1500.an estimated accuracy of +/- 6 seconds.
 LA1500
 LA1500.The orthometric height was determined by differential leveling and
 LA1500.adjusted by the NATIONAL GEODETIC SURVEY
 LA1500.in June 1991.
 LA1500
 LA1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1500.GEOID18 height accuracy estimate available here.
 LA1500
 LA1500.Click photographs - Photos may exist for this station.
 LA1500
 LA1500.The dynamic height is computed by dividing the NAVD 88
 LA1500.geopotential number by the normal gravity value computed on the
 LA1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1500.degrees latitude (g = 980.6199 gals.).
 LA1500
 LA1500.The modeled gravity was interpolated from observed gravity values.
 LA1500
 LA1500;                    North         East    Units  Estimated Accuracy
 LA1500;SPC IN E     -   570,770.      110,000.      MT  (+/- 180 meters Scaled)
 LA1500
 LA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK231719(NAD 83)
 LA1500
 LA1500                          SUPERSEDED SURVEY CONTROL
 LA1500
 LA1500  NGVD 29 (??/??/92)  268.823  (m)          881.96   (f) ADJ UNCH    2 0
 LA1500
 LA1500.Superseded values are not recommended for survey control.
 LA1500
 LA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1500.See file dsdata.pdf to determine how the superseded data were derived.
 LA1500
 LA1500_MARKER: DB = BENCH MARK DISK
 LA1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1500_STAMPING: E 217 1947
 LA1500_MARK LOGO: CGS
 LA1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1500+STABILITY: SURFACE MOTION
 LA1500
 LA1500  HISTORY     - Date     Condition        Report By
 LA1500  HISTORY     - 1947     MONUMENTED       CGS
 LA1500
 LA1500                          STATION DESCRIPTION
 LA1500
 LA1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1500'2.6 MI NW FROM MATTHEWS.
 LA1500'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 35 FROM ITS JUNCTION
 LA1500'WITH STATE HIGHWAY 221 AT MATTHEWS, THENCE ABOUT 2.0 MILES
 LA1500'WEST ALONG A GRAVEL COUNTY ROAD, AT T.M. COUCH WALNUT LEVEL FARM,
 LA1500'64 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE,
 LA1500'51 FEET EAST OF THE CENTER LINE OF THE WALK TO THE HOUSE, 16
 LA1500'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET EAST OF
 LA1500'A CONCRETE FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINEL,
 LA1500'2 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN
 LA1500'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA1500'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1269 ***********************************************************************
 LA1269  DESIGNATION -  E 218
 LA1269  PID         -  LA1269
 LA1269  STATE/COUNTY-  IN/DELAWARE
 LA1269  COUNTRY     -  US
 LA1269  USGS QUAD   -  WHEELING (2019)
 LA1269
 LA1269                         *CURRENT SURVEY CONTROL
 LA1269  ______________________________________________________________________
 LA1269* NAD 83(1986) POSITION- 40 16 36.     (N) 085 27 43.     (W)   SCALED
 LA1269* NAVD 88 ORTHO HEIGHT -   276.790 (meters)      908.10  (feet) ADJUSTED
 LA1269  ______________________________________________________________________
 LA1269  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 LA1269  DYNAMIC HEIGHT  -        276.645 (meters)      907.63  (feet) COMP
 LA1269  MODELED GRAVITY -    980,096.5   (mgal)                       NAVD 88
 LA1269
 LA1269  VERT ORDER      -  SECOND    CLASS 0
 LA1269
 LA1269.The horizontal coordinates were scaled from a map and have
 LA1269.an estimated accuracy of +/- 6 seconds.
 LA1269
 LA1269.The orthometric height was determined by differential leveling and
 LA1269.adjusted by the NATIONAL GEODETIC SURVEY
 LA1269.in June 1991.
 LA1269
 LA1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1269.GEOID18 height accuracy estimate available here.
 LA1269
 LA1269.Click photographs - Photos may exist for this station.
 LA1269
 LA1269.The dynamic height is computed by dividing the NAVD 88
 LA1269.geopotential number by the normal gravity value computed on the
 LA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1269.degrees latitude (g = 980.6199 gals.).
 LA1269
 LA1269.The modeled gravity was interpolated from observed gravity values.
 LA1269
 LA1269;                    North         East    Units  Estimated Accuracy
 LA1269;SPC IN E     -   558,260.      117,410.      MT  (+/- 180 meters Scaled)
 LA1269
 LA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK307596(NAD 83)
 LA1269
 LA1269                          SUPERSEDED SURVEY CONTROL
 LA1269
 LA1269  NGVD 29 (??/??/92)  276.928  (m)          908.55   (f) ADJ UNCH    2 0
 LA1269
 LA1269.Superseded values are not recommended for survey control.
 LA1269
 LA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1269.See file dsdata.pdf to determine how the superseded data were derived.
 LA1269
 LA1269_MARKER: DB = BENCH MARK DISK
 LA1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1269_STAMPING: E 218 1947
 LA1269_MARK LOGO: CGS
 LA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1269+STABILITY: SURFACE MOTION
 LA1269
 LA1269  HISTORY     - Date     Condition        Report By
 LA1269  HISTORY     - 1947     MONUMENTED       CGS
 LA1269  HISTORY     - 20240606 MARK NOT FOUND   PICI
 LA1269
 LA1269                          STATION DESCRIPTION
 LA1269
 LA1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1269'10.9 MI E FROM ALEXANDRIA.
 LA1269'ABOUT 10.9 MILES EAST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION
 LA1269'OF STATE HIGHWAY 9 AT ALEXANDRIA, ABOUT 0.55 MILE EAST OF OLIVE
 LA1269'CHAPEL CHURCH, AT A GRAVEL CROSS ROAD AND AT THE CROSSING OF THE
 LA1269'CHESAPEAKE AND OHIO RAILROAD, 27 FEET SOUTH OF THE CENTER LINE
 LA1269'OF THE HIGHWAY, 45.5 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA1269'ROAD, 30.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE C. AND
 LA1269'O. RAILROAD, 7.5 FEET EAST OF TELEGRAPH POLE NO. DE 3421, 1.4
 LA1269'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1269'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1269
 LA1269                          STATION RECOVERY (2024)
 LA1269
 LA1269'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2024 (DER)
 LA1269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1221 ***********************************************************************
 LA1221  DESIGNATION -  E 219
 LA1221  PID         -  LA1221
 LA1221  STATE/COUNTY-  IN/DELAWARE
 LA1221  COUNTRY     -  US
 LA1221  USGS QUAD   -  MUNCIE WEST (2019)
 LA1221
 LA1221                         *CURRENT SURVEY CONTROL
 LA1221  ______________________________________________________________________
 LA1221* NAD 83(1986) POSITION- 40 14 00.     (N) 085 24 39.     (W)   SCALED
 LA1221* NAVD 88 ORTHO HEIGHT -   284.386 (meters)      933.02  (feet) ADJUSTED
 LA1221  ______________________________________________________________________
 LA1221  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 LA1221  DYNAMIC HEIGHT  -        284.236 (meters)      932.53  (feet) COMP
 LA1221  MODELED GRAVITY -    980,090.9   (mgal)                       NAVD 88
 LA1221
 LA1221  VERT ORDER      -  SECOND    CLASS 0
 LA1221
 LA1221.The horizontal coordinates were scaled from a map and have
 LA1221.an estimated accuracy of +/- 6 seconds.
 LA1221
 LA1221.The orthometric height was determined by differential leveling and
 LA1221.adjusted by the NATIONAL GEODETIC SURVEY
 LA1221.in June 1991.
 LA1221
 LA1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1221.GEOID18 height accuracy estimate available here.
 LA1221
 LA1221.Click photographs - Photos may exist for this station.
 LA1221
 LA1221.The dynamic height is computed by dividing the NAVD 88
 LA1221.geopotential number by the normal gravity value computed on the
 LA1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1221.degrees latitude (g = 980.6199 gals.).
 LA1221
 LA1221.The modeled gravity was interpolated from observed gravity values.
 LA1221
 LA1221;                    North         East    Units  Estimated Accuracy
 LA1221;SPC IN E     -   553,460.      121,770.      MT  (+/- 180 meters Scaled)
 LA1221
 LA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK351548(NAD 83)
 LA1221
 LA1221                          SUPERSEDED SURVEY CONTROL
 LA1221
 LA1221  NGVD 29 (??/??/92)  284.522  (m)          933.47   (f) ADJ UNCH    2 0
 LA1221
 LA1221.Superseded values are not recommended for survey control.
 LA1221
 LA1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1221.See file dsdata.pdf to determine how the superseded data were derived.
 LA1221
 LA1221_MARKER: DB = BENCH MARK DISK
 LA1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1221_STAMPING: E 219 1947
 LA1221_MARK LOGO: CGS
 LA1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1221+STABILITY: SURFACE MOTION
 LA1221
 LA1221  HISTORY     - Date     Condition        Report By
 LA1221  HISTORY     - 1947     MONUMENTED       CGS
 LA1221  HISTORY     - 20071029 MARK NOT FOUND   BFSINC
 LA1221
 LA1221                          STATION DESCRIPTION
 LA1221
 LA1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1221'3 MI NW FROM MUNCIE.
 LA1221'ABOUT 2.95 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1221'HOUSE AT MUNCIE, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 29
 LA1221'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 LA1221'CENTER LINE OF THE SIDE ROAD, 8 FEET SOUTH OF A FENCE CORNER POST,
 LA1221'1 FOOT WEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA1221'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA1221'CONCRETE POST PROJECTING 4 INCHES.
 LA1221
 LA1221                          STATION RECOVERY (2007)
 LA1221
 LA1221'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1221'APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION/WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0616 ***********************************************************************
 MD0616  DESIGNATION -  E 22
 MD0616  PID         -  MD0616
 MD0616  STATE/COUNTY-  IN/STEUBEN
 MD0616  COUNTRY     -  US
 MD0616  USGS QUAD   -  ASHLEY (2019)
 MD0616
 MD0616                         *CURRENT SURVEY CONTROL
 MD0616  ______________________________________________________________________
 MD0616* NAD 83(1986) POSITION- 41 32 30.40   (N) 085 01 15.62   (W)   HD_HELD1
 MD0616* NAVD 88 ORTHO HEIGHT -   300.449 (meters)      985.72  (feet) ADJUSTED
 MD0616  ______________________________________________________________________
 MD0616  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 MD0616  DYNAMIC HEIGHT  -        300.335 (meters)      985.35  (feet) COMP
 MD0616  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 MD0616
 MD0616  VERT ORDER      -  SECOND    CLASS 0
 MD0616
 MD0616.The horizontal coordinates were determined by differentially corrected
 MD0616.hand held GPS observations or other comparable positioning techniques
 MD0616.and have an estimated accuracy of +/- 3 meters.
 MD0616
 MD0616.The orthometric height was determined by differential leveling and
 MD0616.adjusted by the NATIONAL GEODETIC SURVEY
 MD0616.in June 1991.
 MD0616
 MD0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0616.GEOID18 height accuracy estimate available here.
 MD0616
 MD0616.Click photographs - Photos may exist for this station.
 MD0616
 MD0616.The dynamic height is computed by dividing the NAVD 88
 MD0616.geopotential number by the normal gravity value computed on the
 MD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0616.degrees latitude (g = 980.6199 gals.).
 MD0616
 MD0616.The modeled gravity was interpolated from observed gravity values.
 MD0616
 MD0616;                    North         East    Units  Estimated Accuracy
 MD0616;SPC IN E     -   698,926.9     153,873.9     MT  (+/- 3 meters HH1 GPS) 
 MD0616
 MD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6507000793(NAD 83)
 MD0616
 MD0616                          SUPERSEDED SURVEY CONTROL
 MD0616
 MD0616  NGVD 29 (??/??/92)  300.594  (m)          986.20   (f) ADJ UNCH    2 0
 MD0616
 MD0616.Superseded values are not recommended for survey control.
 MD0616
 MD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0616.See file dsdata.pdf to determine how the superseded data were derived.
 MD0616
 MD0616_MARKER: DB = BENCH MARK DISK
 MD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0616_STAMPING: E 22 1934
 MD0616_MARK LOGO: CGS
 MD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0616+STABILITY: SURFACE MOTION
 MD0616
 MD0616  HISTORY     - Date     Condition        Report By
 MD0616  HISTORY     - 1934     MONUMENTED       CGS
 MD0616  HISTORY     - 1960     GOOD             CGS
 MD0616  HISTORY     - 20180213 MARK NOT FOUND   INDOT
 MD0616
 MD0616                          STATION DESCRIPTION
 MD0616
 MD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0616'0.7 MI N FROM STEUBENVILLE.
 MD0616'ABOUT 0.7 MILE N ALONG NEW YORK CENTRAL RAILROAD (RUMORED THAT
 MD0616'RAILROAD MAY BE ABANDONED-- NO TRAIN IN TWO YEARS NOW OVER THIS
 MD0616'SECTION OF TRACK) FROM ITS CROSSING OF THE WABASH RAILROAD AT
 MD0616'SMALL VILLAGE OF STEUBENVILLE, OR 2.2 MILES S ALONG NO. 27 U.S.
 MD0616'HIGHWAY FROM ITS JUNCTION WITH THE MAIN STREET (NO. 727 IND. HWY.)
 MD0616'OF PLEASANT LAKE, THENCE 0.8 MILE W ON GRAVEL ROAD TO MARK ON
 MD0616'LEFT, 38.5 FEET E OF E RAIL, 1.3 FEET HIGHER THAN SAME, 39 FEET
 MD0616'S OF CENTER LINE OF GRAVEL ROAD, 1.2 FEET HIGHER THAN SAME, AND
 MD0616'PROJECTING 1.3 FEET.
 MD0616
 MD0616                          STATION RECOVERY (2018)
 MD0616
 MD0616'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0616'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1244 ***********************************************************************
 LA1244  DESIGNATION -  E 220
 LA1244  PID         -  LA1244
 LA1244  STATE/COUNTY-  IN/BLACKFORD
 LA1244  COUNTRY     -  US
 LA1244  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1244
 LA1244                         *CURRENT SURVEY CONTROL
 LA1244  ______________________________________________________________________
 LA1244* NAD 83(1986) POSITION- 40 26 57.8    (N) 085 16 36.4    (W)   HD_HELD2
 LA1244* NAVD 88 ORTHO HEIGHT -   277.828 (meters)      911.51  (feet) ADJUSTED
 LA1244  ______________________________________________________________________
 LA1244  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 LA1244  DYNAMIC HEIGHT  -        277.687 (meters)      911.04  (feet) COMP
 LA1244  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 LA1244
 LA1244  VERT ORDER      -  SECOND    CLASS 0
 LA1244
 LA1244.The horizontal coordinates were established by autonomous hand held GPS
 LA1244.observations and have an estimated accuracy of +/- 10 meters.
 LA1244
 LA1244.The orthometric height was determined by differential leveling and
 LA1244.adjusted by the NATIONAL GEODETIC SURVEY
 LA1244.in June 1991.
 LA1244
 LA1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1244.GEOID18 height accuracy estimate available here.
 LA1244
 LA1244.Click photographs - Photos may exist for this station.
 LA1244
 LA1244.The dynamic height is computed by dividing the NAVD 88
 LA1244.geopotential number by the normal gravity value computed on the
 LA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1244.degrees latitude (g = 980.6199 gals.).
 LA1244
 LA1244.The modeled gravity was interpolated from observed gravity values.
 LA1244
 LA1244;                    North         East    Units  Estimated Accuracy
 LA1244;SPC IN E     -   577,489.      133,074.      MT  (+/- 10 meters HH2 GPS)
 LA1244
 LA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4612879062(NAD 83)
 LA1244
 LA1244                          SUPERSEDED SURVEY CONTROL
 LA1244
 LA1244  NGVD 29 (??/??/92)  277.963  (m)          911.95   (f) ADJ UNCH    2 0
 LA1244
 LA1244.Superseded values are not recommended for survey control.
 LA1244
 LA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1244.See file dsdata.pdf to determine how the superseded data were derived.
 LA1244
 LA1244_MARKER: DB = BENCH MARK DISK
 LA1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1244_STAMPING: E 220 1947
 LA1244_MARK LOGO: CGS
 LA1244_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1244+STABILITY: SURFACE MOTION
 LA1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1244+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 LA1244
 LA1244  HISTORY     - Date     Condition        Report By
 LA1244  HISTORY     - 1947     MONUMENTED       CGS
 LA1244  HISTORY     - 20140917 GOOD             INDNR
 LA1244
 LA1244                          STATION DESCRIPTION
 LA1244
 LA1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1244'3 MI N FROM MILGROVE.
 LA1244'ABOUT 3.05 MILES NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1244'MILGROVE, ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 26 FROM THE
 LA1244'COURT HOUSE AT HARTFORD CITY, BLACKFORD COUNTY, AT THE JUNCTION
 LA1244'OF STATE HIGHWAY 26, AND STATE HIGHWAY 303 LEADING NORTH, 40
 LA1244'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 26, 42 FEET WEST OF THE
 LA1244'CENTER LINE OF THE ROAD SOUTH AND THE PROLONGED CENTER LINE
 LA1244'OF HIGHWAY 303, 23 FEET WEST OF A FENCE CORNER, 24 FEET WEST
 LA1244'OF TELEPHONE POLE 166, 1 FOOT NORTH OF THE FENCE LINE, 1.5
 LA1244'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1244'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1244
 LA1244                          STATION RECOVERY (2014)
 LA1244
 LA1244'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (BC)
 LA1244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0665 ***********************************************************************
 LA0665  DESIGNATION -  E 221
 LA0665  PID         -  LA0665
 LA0665  STATE/COUNTY-  IN/ADAMS
 LA0665  COUNTRY     -  US
 LA0665  USGS QUAD   -  DECATUR (2019)
 LA0665
 LA0665                         *CURRENT SURVEY CONTROL
 LA0665  ______________________________________________________________________
 LA0665* NAD 83(1986) POSITION- 40 50 54.     (N) 084 56 15.     (W)   SCALED
 LA0665* NAVD 88 ORTHO HEIGHT -   239.373 (meters)      785.34  (feet) ADJUSTED
 LA0665  ______________________________________________________________________
 LA0665  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 LA0665  DYNAMIC HEIGHT  -        239.268 (meters)      785.00  (feet) COMP
 LA0665  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LA0665
 LA0665  VERT ORDER      -  SECOND    CLASS 0
 LA0665
 LA0665.The horizontal coordinates were scaled from a map and have
 LA0665.an estimated accuracy of +/- 6 seconds.
 LA0665
 LA0665.The orthometric height was determined by differential leveling and
 LA0665.adjusted by the NATIONAL GEODETIC SURVEY
 LA0665.in June 1991.
 LA0665
 LA0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0665.GEOID18 height accuracy estimate available here.
 LA0665
 LA0665.Click photographs - Photos may exist for this station.
 LA0665
 LA0665.The dynamic height is computed by dividing the NAVD 88
 LA0665.geopotential number by the normal gravity value computed on the
 LA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0665.degrees latitude (g = 980.6199 gals.).
 LA0665
 LA0665.The modeled gravity was interpolated from observed gravity values.
 LA0665
 LA0665;                    North         East    Units  Estimated Accuracy
 LA0665;SPC IN E     -   621,970.      161,490.      MT  (+/- 180 meters Scaled)
 LA0665
 LA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL738239(NAD 83)
 LA0665
 LA0665                          SUPERSEDED SURVEY CONTROL
 LA0665
 LA0665  NGVD 29 (??/??/92)  239.525  (m)          785.84   (f) ADJ UNCH    2 0
 LA0665
 LA0665.Superseded values are not recommended for survey control.
 LA0665
 LA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0665.See file dsdata.pdf to determine how the superseded data were derived.
 LA0665
 LA0665_MARKER: DB = BENCH MARK DISK
 LA0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0665_SP_SET: PIER
 LA0665_STAMPING: E 221 1947
 LA0665_MARK LOGO: CGS
 LA0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0665
 LA0665  HISTORY     - Date     Condition        Report By
 LA0665  HISTORY     - 1947     MONUMENTED       CGS
 LA0665
 LA0665                          STATION DESCRIPTION
 LA0665
 LA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0665'1.6 MI N FROM DECATUR.
 LA0665'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0665'WITH THE ERIE RAILROAD AT DECATUR, IN THE TOP OF THE NORTHEAST
 LA0665'CORNER OF THE SOUTH CONCRETE PIER OF THE 170-FOOT STEEL BRIDGE
 LA0665'ACROSS ST. MARYS RIVER, 18 FEET EAST OF THE CENTER LINE OF THE
 LA0665'HIGHWAY, 0.7 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE STEEL
 LA0665'PLATE FASTENING THE STEEL GIRDER TO THE CONCRETE PIER, AND
 LA0665'ABOUT 5.5 FEET BELOW THE HIGHWAY.  NOTE-- MARK WAS FOUND UN-STAMPED
 LA0665'AND ASSIGNED OUR NEXT DESIGNATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0851 ***********************************************************************
 LA0851  DESIGNATION -  E 222
 LA0851  PID         -  LA0851
 LA0851  STATE/COUNTY-  IN/ALLEN
 LA0851  COUNTRY     -  US
 LA0851  USGS QUAD   -  POE (2019)
 LA0851
 LA0851                         *CURRENT SURVEY CONTROL
 LA0851  ______________________________________________________________________
 LA0851* NAD 83(1986) POSITION- 40 55 54.     (N) 085 07 11.     (W)   SCALED
 LA0851* NAVD 88 ORTHO HEIGHT -   244.855 (meters)      803.33  (feet) ADJUSTED
 LA0851  ______________________________________________________________________
 LA0851  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 LA0851  DYNAMIC HEIGHT  -        244.748 (meters)      802.98  (feet) COMP
 LA0851  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 LA0851
 LA0851  VERT ORDER      -  SECOND    CLASS 0
 LA0851
 LA0851.The horizontal coordinates were scaled from a map and have
 LA0851.an estimated accuracy of +/- 6 seconds.
 LA0851
 LA0851.The orthometric height was determined by differential leveling and
 LA0851.adjusted by the NATIONAL GEODETIC SURVEY
 LA0851.in June 1991.
 LA0851
 LA0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0851.GEOID18 height accuracy estimate available here.
 LA0851
 LA0851.Click photographs - Photos may exist for this station.
 LA0851
 LA0851.The dynamic height is computed by dividing the NAVD 88
 LA0851.geopotential number by the normal gravity value computed on the
 LA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0851.degrees latitude (g = 980.6199 gals.).
 LA0851
 LA0851.The modeled gravity was interpolated from observed gravity values.
 LA0851
 LA0851;                    North         East    Units  Estimated Accuracy
 LA0851;SPC IN E     -   631,110.      146,060.      MT  (+/- 180 meters Scaled)
 LA0851
 LA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583328(NAD 83)
 LA0851
 LA0851                          SUPERSEDED SURVEY CONTROL
 LA0851
 LA0851  NGVD 29 (??/??/92)  245.004  (m)          803.82   (f) ADJ UNCH    2 0
 LA0851
 LA0851.Superseded values are not recommended for survey control.
 LA0851
 LA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0851.See file dsdata.pdf to determine how the superseded data were derived.
 LA0851
 LA0851_MARKER: DB = BENCH MARK DISK
 LA0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0851_STAMPING: E 222 1947
 LA0851_MARK LOGO: CGS
 LA0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0851+STABILITY: SURFACE MOTION
 LA0851
 LA0851  HISTORY     - Date     Condition        Report By
 LA0851  HISTORY     - 1947     MONUMENTED       CGS
 LA0851  HISTORY     - 1968     GOOD             CGS
 LA0851
 LA0851                          STATION DESCRIPTION
 LA0851
 LA0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0851'1.9 MI W FROM POE.
 LA0851'ABOUT 1.9 MILES WEST ALONG A BLACK TOP ROAD LEADING TO YODER
 LA0851'FROM THE M.E. CHURCH AT POE, ABOUT 0.5 MILE EAST OF DIST. 7
 LA0851'SCHOOL, ABOUT 0.5 MILE WEST OF A CROSSROAD, AT A DIM DIRT ROAD
 LA0851'LEADING TO A SMALL PLOT OF GOVERNMENT PROPERTY USED BY THE C.A.A.
 LA0851'37 FT. SOUTH OF THE C/L OF THE BLACKTOP ROAD, 10 FT. EAST OF THE
 LA0851'C/L OF THE DIRT ROAD 20 FT. SOUTH OF A PWP, 1 FT. WEST OF THE
 LA0851'FENCE LINE, 2 FT. SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 LA0851'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LA0851'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0716 ***********************************************************************
 LA0716  DESIGNATION -  E 223
 LA0716  PID         -  LA0716
 LA0716  STATE/COUNTY-  IN/ALLEN
 LA0716  COUNTRY     -  US
 LA0716  USGS QUAD   -  HOAGLAND (2019)
 LA0716
 LA0716                         *CURRENT SURVEY CONTROL
 LA0716  ______________________________________________________________________
 LA0716* NAD 83(1986) POSITION- 40 59 06.     (N) 084 53 40.     (W)   SCALED
 LA0716* NAVD 88 ORTHO HEIGHT -   239.637 (meters)      786.21  (feet) ADJUSTED
 LA0716  ______________________________________________________________________
 LA0716  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 LA0716  DYNAMIC HEIGHT  -        239.537 (meters)      785.88  (feet) COMP
 LA0716  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 LA0716
 LA0716  VERT ORDER      -  SECOND    CLASS 0
 LA0716
 LA0716.The horizontal coordinates were scaled from a map and have
 LA0716.an estimated accuracy of +/- 6 seconds.
 LA0716
 LA0716.The orthometric height was determined by differential leveling and
 LA0716.adjusted by the NATIONAL GEODETIC SURVEY
 LA0716.in June 1991.
 LA0716
 LA0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0716.GEOID18 height accuracy estimate available here.
 LA0716
 LA0716.Click photographs - Photos may exist for this station.
 LA0716
 LA0716.The dynamic height is computed by dividing the NAVD 88
 LA0716.geopotential number by the normal gravity value computed on the
 LA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0716.degrees latitude (g = 980.6199 gals.).
 LA0716
 LA0716.The modeled gravity was interpolated from observed gravity values.
 LA0716
 LA0716;                    North         East    Units  Estimated Accuracy
 LA0716;SPC IN E     -   637,180.      164,980.      MT  (+/- 180 meters Scaled)
 LA0716
 LA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL771392(NAD 83)
 LA0716
 LA0716                          SUPERSEDED SURVEY CONTROL
 LA0716
 LA0716  NGVD 29 (??/??/92)  239.793  (m)          786.72   (f) ADJ UNCH    2 0
 LA0716
 LA0716.Superseded values are not recommended for survey control.
 LA0716
 LA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0716.See file dsdata.pdf to determine how the superseded data were derived.
 LA0716
 LA0716_MARKER: DB = BENCH MARK DISK
 LA0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0716_SP_SET: BRIDGE
 LA0716_STAMPING: E 223 1947
 LA0716_MARK LOGO: CGS
 LA0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0716
 LA0716  HISTORY     - Date     Condition        Report By
 LA0716  HISTORY     - 1947     MONUMENTED       CGS
 LA0716
 LA0716                          STATION DESCRIPTION
 LA0716
 LA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0716'1.4 MI NW FROM MONROEVILLE.
 LA0716'ABOUT 1.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 LA0716'THE STATION AT MONROEVILLE, IN THE TOP AND 1 FOOT WEST OF THE EAST
 LA0716'END OF THE EAST WING WALL OF A 30-FOOT CONCRETE BRIDGE NO. 305-59
 LA0716'OVER A FORK OF HOFFMAN CREEK, 22 FEET SOUTHWEST OF THE CENTER LINE
 LA0716'OF A STEEL BRIDGE ON A DIRT ROAD PARALLELING THE TRACK, 18.2
 LA0716'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK AND
 LA0716'ABOUT 5.5 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0621 ***********************************************************************
 LA0621  DESIGNATION -  E 224
 LA0621  PID         -  LA0621
 LA0621  STATE/COUNTY-  IN/ADAMS
 LA0621  COUNTRY     -  US
 LA0621  USGS QUAD   -  DECATUR (2019)
 LA0621
 LA0621                         *CURRENT SURVEY CONTROL
 LA0621  ______________________________________________________________________
 LA0621* NAD 83(1986) POSITION- 40 49 03.     (N) 084 56 15.     (W)   SCALED
 LA0621* NAVD 88 ORTHO HEIGHT -   244.657 (meters)      802.68  (feet) ADJUSTED
 LA0621  ______________________________________________________________________
 LA0621  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 LA0621  DYNAMIC HEIGHT  -        244.548 (meters)      802.32  (feet) COMP
 LA0621  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 LA0621
 LA0621  VERT ORDER      -  SECOND    CLASS 0
 LA0621
 LA0621.The horizontal coordinates were scaled from a map and have
 LA0621.an estimated accuracy of +/- 6 seconds.
 LA0621
 LA0621.The orthometric height was determined by differential leveling and
 LA0621.adjusted by the NATIONAL GEODETIC SURVEY
 LA0621.in June 1991.
 LA0621
 LA0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0621.GEOID18 height accuracy estimate available here.
 LA0621
 LA0621.Click photographs - Photos may exist for this station.
 LA0621
 LA0621.The dynamic height is computed by dividing the NAVD 88
 LA0621.geopotential number by the normal gravity value computed on the
 LA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0621.degrees latitude (g = 980.6199 gals.).
 LA0621
 LA0621.The modeled gravity was interpolated from observed gravity values.
 LA0621
 LA0621;                    North         East    Units  Estimated Accuracy
 LA0621;SPC IN E     -   618,550.      161,520.      MT  (+/- 180 meters Scaled)
 LA0621
 LA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL739205(NAD 83)
 LA0621
 LA0621                          SUPERSEDED SURVEY CONTROL
 LA0621
 LA0621  NGVD 29 (??/??/92)  244.809  (m)          803.18   (f) ADJ UNCH    2 0
 LA0621
 LA0621.Superseded values are not recommended for survey control.
 LA0621
 LA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0621.See file dsdata.pdf to determine how the superseded data were derived.
 LA0621
 LA0621_MARKER: DB = BENCH MARK DISK
 LA0621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0621_SP_SET: CULVERT HEADWALL
 LA0621_STAMPING: E 224 1947
 LA0621_MARK LOGO: CGS
 LA0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0621+STABILITY: SURFACE MOTION
 LA0621
 LA0621  HISTORY     - Date     Condition        Report By
 LA0621  HISTORY     - 1947     MONUMENTED       CGS
 LA0621  HISTORY     - 1974     GOOD             BRADY
 LA0621
 LA0621                          STATION DESCRIPTION
 LA0621
 LA0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0621'0.6 MI S FROM DECATUR.
 LA0621'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM ITS CROSSING WITH
 LA0621'THE ERIE RAILROAD AT DECATUR, ABOUT 80 YARDS SOUTH OF THE SOUTH
 LA0621'DECATUR CITY LIMIT SIGN, AT THE JUNCTION OF A ROAD LEADING WEST,
 LA0621'61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF
 LA0621'THE CENTER LINE OF THE ROAD WEST, IN THE TOP OF THE WEST END OF
 LA0621'THE NORTH CONCRETE HEAD WALL OF A 16-INCH PIPE CULVERT UNDER THE
 LA0621'SIDE ROAD.
 LA0621
 LA0621                          STATION RECOVERY (1974)
 LA0621
 LA0621'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0833 ***********************************************************************
 LA0833  DESIGNATION -  E 225
 LA0833  PID         -  LA0833
 LA0833  STATE/COUNTY-  IN/WELLS
 LA0833  COUNTRY     -  US
 LA0833  USGS QUAD   -  BLUFFTON (2019)
 LA0833
 LA0833                         *CURRENT SURVEY CONTROL
 LA0833  ______________________________________________________________________
 LA0833* NAD 83(1986) POSITION- 40 39 19.     (N) 085 07 45.     (W)   SCALED
 LA0833* NAVD 88 ORTHO HEIGHT -   256.184 (meters)      840.50  (feet) ADJUSTED
 LA0833  ______________________________________________________________________
 LA0833  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LA0833  DYNAMIC HEIGHT  -        256.060 (meters)      840.09  (feet) COMP
 LA0833  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 LA0833
 LA0833  VERT ORDER      -  SECOND    CLASS 0
 LA0833
 LA0833.The horizontal coordinates were scaled from a map and have
 LA0833.an estimated accuracy of +/- 6 seconds.
 LA0833
 LA0833.The orthometric height was determined by differential leveling and
 LA0833.adjusted by the NATIONAL GEODETIC SURVEY
 LA0833.in June 1991.
 LA0833
 LA0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0833.GEOID18 height accuracy estimate available here.
 LA0833
 LA0833.Click photographs - Photos may exist for this station.
 LA0833
 LA0833.The dynamic height is computed by dividing the NAVD 88
 LA0833.geopotential number by the normal gravity value computed on the
 LA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0833.degrees latitude (g = 980.6199 gals.).
 LA0833
 LA0833.The modeled gravity was interpolated from observed gravity values.
 LA0833
 LA0833;                    North         East    Units  Estimated Accuracy
 LA0833;SPC IN E     -   600,420.      145,460.      MT  (+/- 180 meters Scaled)
 LA0833
 LA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL581021(NAD 83)
 LA0833
 LA0833                          SUPERSEDED SURVEY CONTROL
 LA0833
 LA0833  NGVD 29 (??/??/92)  256.325  (m)          840.96   (f) ADJ UNCH    2 0
 LA0833
 LA0833.Superseded values are not recommended for survey control.
 LA0833
 LA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0833.See file dsdata.pdf to determine how the superseded data were derived.
 LA0833
 LA0833_MARKER: DB = BENCH MARK DISK
 LA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0833_STAMPING: E 225 1947
 LA0833_MARK LOGO: CGS
 LA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0833+STABILITY: SURFACE MOTION
 LA0833
 LA0833  HISTORY     - Date     Condition        Report By
 LA0833  HISTORY     - 1947     MONUMENTED       CGS
 LA0833  HISTORY     - 1969     GOOD             CGS
 LA0833
 LA0833                          STATION DESCRIPTION
 LA0833
 LA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0833'1.2 MI E FROM REIFFSBURG.
 LA0833'ABOUT 1.2 MILES EAST ALONG S.R. 218 (FORMERLY 118) FROM ITS
 LA0833'INTERSECTION WITH S.R.1 AT REIFFSBURG, ABOUT 0.15 MILE WEST OF A
 LA0833'CROSSROAD (500E), 40 FT. NORTH OF THE C/L OF THE HIGHWAY, 3 FT.
 LA0833'SOUTHWEST OF THE SOUTHEAST FENCE CORNER AROUND A WOODED LOT,
 LA0833'1 FT. SOUTH OF THE R/W FENCE, 1 FT. WEST OF A STEEL WITNESS
 LA0833'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0833'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0645 ***********************************************************************
 LA0645  DESIGNATION -  E 226
 LA0645  PID         -  LA0645
 LA0645  STATE/COUNTY-  IN/ADAMS
 LA0645  COUNTRY     -  US
 LA0645  USGS QUAD   -  GENEVA (2019)
 LA0645
 LA0645                         *CURRENT SURVEY CONTROL
 LA0645  ______________________________________________________________________
 LA0645* NAD 83(1986) POSITION- 40 34 13.     (N) 084 57 34.     (W)   SCALED
 LA0645* NAVD 88 ORTHO HEIGHT -   256.860 (meters)      842.71  (feet) ADJUSTED
 LA0645  ______________________________________________________________________
 LA0645  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 LA0645  DYNAMIC HEIGHT  -        256.736 (meters)      842.31  (feet) COMP
 LA0645  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LA0645
 LA0645  VERT ORDER      -  SECOND    CLASS 0
 LA0645
 LA0645.The horizontal coordinates were scaled from a map and have
 LA0645.an estimated accuracy of +/- 6 seconds.
 LA0645
 LA0645.The orthometric height was determined by differential leveling and
 LA0645.adjusted by the NATIONAL GEODETIC SURVEY
 LA0645.in June 1991.
 LA0645
 LA0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0645.GEOID18 height accuracy estimate available here.
 LA0645
 LA0645.Click photographs - Photos may exist for this station.
 LA0645
 LA0645.The dynamic height is computed by dividing the NAVD 88
 LA0645.geopotential number by the normal gravity value computed on the
 LA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0645.degrees latitude (g = 980.6199 gals.).
 LA0645
 LA0645.The modeled gravity was interpolated from observed gravity values.
 LA0645
 LA0645;                    North         East    Units  Estimated Accuracy
 LA0645;SPC IN E     -   591,080.      159,890.      MT  (+/- 180 meters Scaled)
 LA0645
 LA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK727930(NAD 83)
 LA0645
 LA0645                          SUPERSEDED SURVEY CONTROL
 LA0645
 LA0645  NGVD 29 (??/??/92)  257.011  (m)          843.21   (f) ADJ UNCH    2 0
 LA0645
 LA0645.Superseded values are not recommended for survey control.
 LA0645
 LA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0645.See file dsdata.pdf to determine how the superseded data were derived.
 LA0645
 LA0645_MARKER: DB = BENCH MARK DISK
 LA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0645_STAMPING: E 226 1947
 LA0645_MARK LOGO: CGS
 LA0645_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0645+STABILITY: SURFACE MOTION
 LA0645
 LA0645  HISTORY     - Date     Condition        Report By
 LA0645  HISTORY     - 1947     MONUMENTED       CGS
 LA0645
 LA0645                          STATION DESCRIPTION
 LA0645
 LA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0645'2.6 MI N FROM BRYANT.
 LA0645'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0645'CHURCH AT BRYANT, ABOUT 1.45 MILES SOUTH OF THE INTERSECTION
 LA0645'OF HIGHWAY 116 AT GENEVA, ADAMS COUNTY, AT THE ADAMS-JAY COUNTY
 LA0645'LINE CROSS ROAD, 37.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21
 LA0645'FEET NORTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 10.5 FEET
 LA0645'WEST OF POWER POLE NO. 63/768, 8 FEET WEST OF A FENCE CORNER,
 LA0645'75 FEET NORTHEAST AND ACROSS THE COUNTY LINE ROAD FROM THE
 LA0645'NORTHEAST CORNER OF A FARM HOUSE, 1 FOOT SOUTH OF THE FENCE
 LA0645'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0645'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0645'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0542 ***********************************************************************
 LA0542  DESIGNATION -  E 227
 LA0542  PID         -  LA0542
 LA0542  STATE/COUNTY-  IN/JAY
 LA0542  COUNTRY     -  US
 LA0542  USGS QUAD   -  NEW CORYDON (2019)
 LA0542
 LA0542                         *CURRENT SURVEY CONTROL
 LA0542  ______________________________________________________________________
 LA0542* NAD 83(1986) POSITION- 40 32 33.     (N) 084 49 43.     (W)   SCALED
 LA0542* NAVD 88 ORTHO HEIGHT -   262.608 (meters)      861.57  (feet) ADJUSTED
 LA0542  ______________________________________________________________________
 LA0542  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 LA0542  DYNAMIC HEIGHT  -        262.481 (meters)      861.16  (feet) COMP
 LA0542  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 LA0542
 LA0542  VERT ORDER      -  SECOND    CLASS 0
 LA0542
 LA0542.The horizontal coordinates were scaled from a map and have
 LA0542.an estimated accuracy of +/- 6 seconds.
 LA0542
 LA0542.The orthometric height was determined by differential leveling and
 LA0542.adjusted by the NATIONAL GEODETIC SURVEY
 LA0542.in June 1991.
 LA0542
 LA0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0542.GEOID18 height accuracy estimate available here.
 LA0542
 LA0542.Click photographs - Photos may exist for this station.
 LA0542
 LA0542.The dynamic height is computed by dividing the NAVD 88
 LA0542.geopotential number by the normal gravity value computed on the
 LA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0542.degrees latitude (g = 980.6199 gals.).
 LA0542
 LA0542.The modeled gravity was interpolated from observed gravity values.
 LA0542
 LA0542;                    North         East    Units  Estimated Accuracy
 LA0542;SPC IN E     -   588,090.      170,990.      MT  (+/- 180 meters Scaled)
 LA0542
 LA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK838902(NAD 83)
 LA0542
 LA0542                          SUPERSEDED SURVEY CONTROL
 LA0542
 LA0542  NGVD 29 (??/??/92)  262.761  (m)          862.08   (f) ADJ UNCH    2 0
 LA0542
 LA0542.Superseded values are not recommended for survey control.
 LA0542
 LA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0542.See file dsdata.pdf to determine how the superseded data were derived.
 LA0542
 LA0542_MARKER: DB = BENCH MARK DISK
 LA0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0542_SP_SET: CULVERT HEADWALL
 LA0542_STAMPING: E 227 1947
 LA0542_MARK LOGO: CGS
 LA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0542+STABILITY: SURFACE MOTION
 LA0542
 LA0542  HISTORY     - Date     Condition        Report By
 LA0542  HISTORY     - 1947     MONUMENTED       CGS
 LA0542
 LA0542                          STATION DESCRIPTION
 LA0542
 LA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0542'0.7 MI E FROM TRINITY.
 LA0542'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0542'CHURCH AT TRINITY, 60 YARDS EAST OF A T FENCE LINE RUNNING
 LA0542'NORTH, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 LA0542'4-FOOT CONCRETE CULVERT, 18 FEET NORTH OF AND ABOUT LEVEL WITH
 LA0542'THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0543 ***********************************************************************
 LA0543  DESIGNATION -  E 227 RESET
 LA0543  PID         -  LA0543
 LA0543  STATE/COUNTY-  IN/JAY
 LA0543  COUNTRY     -  US
 LA0543  USGS QUAD   -  NEW CORYDON (2019)
 LA0543
 LA0543                         *CURRENT SURVEY CONTROL
 LA0543  ______________________________________________________________________
 LA0543* NAD 83(1986) POSITION- 40 32 33.     (N) 084 49 43.     (W)   SCALED
 LA0543* NAVD 88 ORTHO HEIGHT -   262.13  (meters)      860.0   (feet) RESET
 LA0543  ______________________________________________________________________
 LA0543  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 LA0543  VERT ORDER      -  THIRD
 LA0543
 LA0543.The horizontal coordinates were scaled from a map and have
 LA0543.an estimated accuracy of +/- 6 seconds.
 LA0543
 LA0543.The orthometric height was computed from unverified reset data.
 LA0543
 LA0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0543.GEOID18 height accuracy estimate available here.
 LA0543
 LA0543.Click photographs - Photos may exist for this station.
 LA0543
 LA0543;                    North         East    Units  Estimated Accuracy
 LA0543;SPC IN E     -   588,090.      170,990.      MT  (+/- 180 meters Scaled)
 LA0543
 LA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK838902(NAD 83)
 LA0543
 LA0543                          SUPERSEDED SURVEY CONTROL
 LA0543
 LA0543  NGVD 29 (??/??/??)  262.28   (m)          860.5    (f) RESET       3  
 LA0543
 LA0543.Superseded values are not recommended for survey control.
 LA0543
 LA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0543.See file dsdata.pdf to determine how the superseded data were derived.
 LA0543
 LA0543_MARKER: DB = BENCH MARK DISK
 LA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0543_STAMPING: E 227 1947 RESET 1962
 LA0543_MARK LOGO: CGS
 LA0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0543+STABILITY: SURFACE MOTION
 LA0543
 LA0543  HISTORY     - Date     Condition        Report By
 LA0543  HISTORY     - 1962     MONUMENTED       CGS
 LA0543  HISTORY     - 20050811 MARK NOT FOUND   BFSINC
 LA0543
 LA0543                          STATION DESCRIPTION
 LA0543
 LA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA0543'0.7 MI E FROM TRINITY.
 LA0543'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0543'CHURCH AT TRINITY, 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LA0543'BARN, 57 FEET EAST OF THE EAST EDGE OF A SMALL STREAM, 51 FEET
 LA0543'NORTH OF THE CENTERLINE OF HIGHWAY 67, 1 FOOT NORTH OF A
 LA0543'TELEPHONE POLE AND SET IN THE TOP OF A ROUND CONCRETE POST
 LA0543'PROJECTING 6 INCHES.
 LA0543
 LA0543                          STATION RECOVERY (2005)
 LA0543
 LA0543'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0438 ***********************************************************************
 LA0438  DESIGNATION -  E 228
 LA0438  PID         -  LA0438
 LA0438  STATE/COUNTY-  IN/RANDOLPH
 LA0438  COUNTRY     -  US
 LA0438  USGS QUAD   -  UNION CITY (2019)
 LA0438
 LA0438                         *CURRENT SURVEY CONTROL
 LA0438  ______________________________________________________________________
 LA0438* NAD 83(1986) POSITION- 40 10 50.     (N) 084 49 31.     (W)   SCALED
 LA0438* NAVD 88 ORTHO HEIGHT -   336.683 (meters)     1104.60  (feet) ADJUSTED
 LA0438  ______________________________________________________________________
 LA0438  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 LA0438  DYNAMIC HEIGHT  -        336.504 (meters)     1104.01  (feet) COMP
 LA0438  MODELED GRAVITY -    980,082.3   (mgal)                       NAVD 88
 LA0438
 LA0438  VERT ORDER      -  SECOND    CLASS 0
 LA0438
 LA0438.The horizontal coordinates were scaled from a map and have
 LA0438.an estimated accuracy of +/- 6 seconds.
 LA0438
 LA0438.The orthometric height was determined by differential leveling and
 LA0438.adjusted by the NATIONAL GEODETIC SURVEY
 LA0438.in June 1991.
 LA0438
 LA0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0438.GEOID18 height accuracy estimate available here.
 LA0438
 LA0438.Click photographs - Photos may exist for this station.
 LA0438
 LA0438.The dynamic height is computed by dividing the NAVD 88
 LA0438.geopotential number by the normal gravity value computed on the
 LA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0438.degrees latitude (g = 980.6199 gals.).
 LA0438
 LA0438.The modeled gravity was interpolated from observed gravity values.
 LA0438
 LA0438;                    North         East    Units  Estimated Accuracy
 LA0438;SPC IN E     -   547,910.      171,660.      MT  (+/- 180 meters Scaled)
 LA0438
 LA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851500(NAD 83)
 LA0438
 LA0438                          SUPERSEDED SURVEY CONTROL
 LA0438
 LA0438  NGVD 29 (??/??/92)  336.830  (m)         1105.08   (f) ADJ UNCH    2 0
 LA0438
 LA0438.Superseded values are not recommended for survey control.
 LA0438
 LA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0438.See file dsdata.pdf to determine how the superseded data were derived.
 LA0438
 LA0438_MARKER: DB = BENCH MARK DISK
 LA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0438_STAMPING: E 228 1947
 LA0438_MARK LOGO: CGS
 LA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0438+STABILITY: SURFACE MOTION
 LA0438
 LA0438  HISTORY     - Date     Condition        Report By
 LA0438  HISTORY     - 1947     MONUMENTED       CGS
 LA0438
 LA0438                          STATION DESCRIPTION
 LA0438
 LA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0438'2 MI S FROM UNION CITY.
 LA0438'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE PENNSYLVANIA
 LA0438'RAILROAD STATION AT UNION CITY, AT THE JUNCTION OF STATE HIGHWAY
 LA0438'32 WEST AND A GRAVEL ROAD LEADING EAST, 64 FEET EAST OF THE CENTER
 LA0438'LINE OF HIGHWAY 227, 15 FEET NORTH OF THE CENTER LINE OF THE
 LA0438'GRAVEL ROAD, 14 FEET EAST OF POWER POLE NO. 570 250, 41 FEET EAST
 LA0438'OF A CONCRETE CORNER POST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA0438'POST, 0.5 FOOT BELOW THE GRAVEL ROAD EAST AND SET IN THE TOP OF A
 LA0438'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0414 ***********************************************************************
 LA0414  DESIGNATION -  E 229
 LA0414  PID         -  LA0414
 LA0414  STATE/COUNTY-  IN/RANDOLPH
 LA0414  COUNTRY     -  US
 LA0414  USGS QUAD   -  LYNN (2019)
 LA0414
 LA0414                         *CURRENT SURVEY CONTROL
 LA0414  ______________________________________________________________________
 LA0414* NAD 83(1986) POSITION- 40 06 27.     (N) 084 59 17.     (W)   SCALED
 LA0414* NAVD 88 ORTHO HEIGHT -   359.433 (meters)     1179.24  (feet) ADJUSTED
 LA0414  ______________________________________________________________________
 LA0414  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 LA0414  DYNAMIC HEIGHT  -        359.230 (meters)     1178.57  (feet) COMP
 LA0414  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 LA0414
 LA0414  VERT ORDER      -  SECOND    CLASS 0
 LA0414
 LA0414.The horizontal coordinates were scaled from a map and have
 LA0414.an estimated accuracy of +/- 6 seconds.
 LA0414
 LA0414.The orthometric height was determined by differential leveling and
 LA0414.adjusted by the NATIONAL GEODETIC SURVEY
 LA0414.in June 1991.
 LA0414
 LA0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0414.GEOID18 height accuracy estimate available here.
 LA0414
 LA0414.Click photographs - Photos may exist for this station.
 LA0414
 LA0414.The dynamic height is computed by dividing the NAVD 88
 LA0414.geopotential number by the normal gravity value computed on the
 LA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0414.degrees latitude (g = 980.6199 gals.).
 LA0414
 LA0414.The modeled gravity was interpolated from observed gravity values.
 LA0414
 LA0414;                    North         East    Units  Estimated Accuracy
 LA0414;SPC IN E     -   539,670.      157,860.      MT  (+/- 180 meters Scaled)
 LA0414
 LA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK714416(NAD 83)
 LA0414
 LA0414                          SUPERSEDED SURVEY CONTROL
 LA0414
 LA0414  NGVD 29 (??/??/92)  359.562  (m)         1179.66   (f) ADJ UNCH    2 0
 LA0414
 LA0414.Superseded values are not recommended for survey control.
 LA0414
 LA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0414.See file dsdata.pdf to determine how the superseded data were derived.
 LA0414
 LA0414_MARKER: DB = BENCH MARK DISK
 LA0414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0414_SP_SET: CULVERT HEADWALL
 LA0414_STAMPING: E 229 1947
 LA0414_MARK LOGO: CGS
 LA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0414+STABILITY: SURFACE MOTION
 LA0414
 LA0414  HISTORY     - Date     Condition        Report By
 LA0414  HISTORY     - 1947     MONUMENTED       CGS
 LA0414
 LA0414                          STATION DESCRIPTION
 LA0414
 LA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0414'4.6 MI S FROM WINCHESTER.
 LA0414'ABOUT 1.5 MILES SOUTH ALONG A PAVED ROAD (SOUTH MERIDIAN STREET
 LA0414'- PROLONGED), FROM THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE
 LA0414'AT WINCHESTER, THENCE ABOUT 3.15 MILES SOUTH ALONG A BLACK TOP
 LA0414'ROAD LEADING TO BLOOMINGPORT, 380 FEET NORTH OF A CROSS ROAD,
 LA0414'IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 6-FOOT
 LA0414'CONCRETE CULVERT, 11 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 LA0414'ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0796 ***********************************************************************
 LA0796  DESIGNATION -  E 23
 LA0796  PID         -  LA0796
 LA0796  STATE/COUNTY-  IN/WELLS
 LA0796  COUNTRY     -  US
 LA0796  USGS QUAD   -  OSSIAN (2019)
 LA0796
 LA0796                         *CURRENT SURVEY CONTROL
 LA0796  ______________________________________________________________________
 LA0796* NAD 83(1986) POSITION- 40 54 27.     (N) 085 10 01.     (W)   SCALED
 LA0796* NAVD 88 ORTHO HEIGHT -   250.220 (meters)      820.93  (feet) ADJUSTED
 LA0796  ______________________________________________________________________
 LA0796  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 LA0796  DYNAMIC HEIGHT  -        250.108 (meters)      820.56  (feet) COMP
 LA0796  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 LA0796
 LA0796  VERT ORDER      -  SECOND    CLASS 0
 LA0796
 LA0796.The horizontal coordinates were scaled from a map and have
 LA0796.an estimated accuracy of +/- 6 seconds.
 LA0796
 LA0796.The orthometric height was determined by differential leveling and
 LA0796.adjusted by the NATIONAL GEODETIC SURVEY
 LA0796.in June 1991.
 LA0796
 LA0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0796.GEOID18 height accuracy estimate available here.
 LA0796
 LA0796.Click photographs - Photos may exist for this station.
 LA0796
 LA0796.The dynamic height is computed by dividing the NAVD 88
 LA0796.geopotential number by the normal gravity value computed on the
 LA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0796.degrees latitude (g = 980.6199 gals.).
 LA0796
 LA0796.The modeled gravity was interpolated from observed gravity values.
 LA0796
 LA0796;                    North         East    Units  Estimated Accuracy
 LA0796;SPC IN E     -   628,410.      142,100.      MT  (+/- 180 meters Scaled)
 LA0796
 LA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543301(NAD 83)
 LA0796
 LA0796                          SUPERSEDED SURVEY CONTROL
 LA0796
 LA0796  NGVD 29 (??/??/92)  250.364  (m)          821.40   (f) ADJ UNCH    2 0
 LA0796
 LA0796.Superseded values are not recommended for survey control.
 LA0796
 LA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0796.See file dsdata.pdf to determine how the superseded data were derived.
 LA0796
 LA0796_MARKER: DB = BENCH MARK DISK
 LA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0796_STAMPING: E 23 1934
 LA0796_MARK LOGO: CGS
 LA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0796+STABILITY: SURFACE MOTION
 LA0796
 LA0796  HISTORY     - Date     Condition        Report By
 LA0796  HISTORY     - 1934     MONUMENTED       CGS
 LA0796  HISTORY     - 1968     GOOD             CGS
 LA0796
 LA0796                          STATION DESCRIPTION
 LA0796
 LA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0796'1.9 MI N FROM OSSIAN.
 LA0796'ABOUT 1.9 MILES NORTH ALONG S.R. 1 FROM THE POST OFFICE AT OSSIAN,
 LA0796'0.6 MILES SOUTH OF THE ALLEN-WELLS CO. LINE, ABOUT 70 YDS.
 LA0796'NORTH OF THE C/L OF DRIVEWAY TO THE VOYLET PLATT RESIDENCE,
 LA0796'41 FT. WEST OF THE C/L OF THE HWY. 2.0 FT. SOUTH OF A FENCE
 LA0796'CORNER, 50.2 FT. NORTH OF A TELEPHONE POLE AND ABOUT 2 FT. WEST
 LA0796'OF THE LINE OF POLES, ABOUT LEVEL WITH THE HWY. AND SET IN THE
 LA0796'TOP OF A CONCRETE POST PROJECTING 18 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1161 ***********************************************************************
 JZ1161  DESIGNATION -  E 230
 JZ1161  PID         -  JZ1161
 JZ1161  STATE/COUNTY-  IN/WAYNE
 JZ1161  COUNTRY     -  US
 JZ1161  USGS QUAD   -  WHITEWATER (2019)
 JZ1161
 JZ1161                         *CURRENT SURVEY CONTROL
 JZ1161  ______________________________________________________________________
 JZ1161* NAD 83(1986) POSITION- 39 56 49.7    (N) 084 52 06.7    (W)   HD_HELD2
 JZ1161* NAVD 88 ORTHO HEIGHT -   350.914 (meters)     1151.29  (feet) ADJUSTED
 JZ1161  ______________________________________________________________________
 JZ1161  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 JZ1161  DYNAMIC HEIGHT  -        350.712 (meters)     1150.63  (feet) COMP
 JZ1161  MODELED GRAVITY -    980,039.4   (mgal)                       NAVD 88
 JZ1161
 JZ1161  VERT ORDER      -  SECOND    CLASS 0
 JZ1161
 JZ1161.The horizontal coordinates were established by autonomous hand held GPS
 JZ1161.observations and have an estimated accuracy of +/- 10 meters.
 JZ1161
 JZ1161.The orthometric height was determined by differential leveling and
 JZ1161.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1161.in June 1991.
 JZ1161
 JZ1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1161.GEOID18 height accuracy estimate available here.
 JZ1161
 JZ1161.Click photographs - Photos may exist for this station.
 JZ1161
 JZ1161.The dynamic height is computed by dividing the NAVD 88
 JZ1161.geopotential number by the normal gravity value computed on the
 JZ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1161.degrees latitude (g = 980.6199 gals.).
 JZ1161
 JZ1161.The modeled gravity was interpolated from observed gravity values.
 JZ1161
 JZ1161;                    North         East    Units  Estimated Accuracy
 JZ1161;SPC IN E     -   521,953.      168,207.      MT  (+/- 10 meters HH2 GPS)
 JZ1161
 JZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8208924065(NAD 83)
 JZ1161
 JZ1161                          SUPERSEDED SURVEY CONTROL
 JZ1161
 JZ1161  NGVD 29 (??/??/92)  351.051  (m)         1151.74   (f) ADJ UNCH    2 0
 JZ1161
 JZ1161.Superseded values are not recommended for survey control.
 JZ1161
 JZ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1161.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1161
 JZ1161_MARKER: DB = BENCH MARK DISK
 JZ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1161_STAMPING: E 230 1947
 JZ1161_MARK LOGO: CGS
 JZ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1161+STABILITY: SURFACE MOTION
 JZ1161
 JZ1161  HISTORY     - Date     Condition        Report By
 JZ1161  HISTORY     - 1947     MONUMENTED       CGS
 JZ1161  HISTORY     - 1969     GOOD             LOCSUR
 JZ1161  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1161
 JZ1161                          STATION DESCRIPTION
 JZ1161
 JZ1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1161'3.3 MI SE FROM FOUNTAIN CITY.
 JZ1161'0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1161'FOUNTAIN CITY, THENCE ABOUT 2.7 MILES EAST ALONG A GRAVEL ROAD,
 JZ1161'ABOUT 2.1 MILES WEST OF THE CROSS ROADS AT WHITEWATER, ABOUT
 JZ1161'0.25 MILE EAST OF A BLACK TOP CROSS ROAD, AT THE JUNCTION OF A
 JZ1161'ROAD LEADING SOUTH, 26 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1161'EAST-WEST ROAD, 51 FEET WEST OF THE CENTER LINE OF THE ROAD
 JZ1161'SOUTH, 37 FEET WEST OF A FENCE CORNER, 1.3 FEET NORTH OF THE
 JZ1161'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1161'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1161'PROJECTING 4 INCHES.  NOTE-- 57 FEET WEST OF THE CENTER LINE OF
 JZ1161'THE ROAD SOUTH.  42 FEET WEST OF A FENCE CORNER.
 JZ1161
 JZ1161                          STATION RECOVERY (1969)
 JZ1161
 JZ1161'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 JZ1161'RECOVERED IN GOOD CONDITION.
 JZ1161
 JZ1161                          STATION RECOVERY (2003)
 JZ1161
 JZ1161'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1161'ROAD LEADING SOUTH IS CART ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1097 ***********************************************************************
 LA1097  DESIGNATION -  E 231
 LA1097  PID         -  LA1097
 LA1097  STATE/COUNTY-  IN/JAY
 LA1097  COUNTRY     -  US
 LA1097  USGS QUAD   -  BLAINE (2019)
 LA1097
 LA1097                         *CURRENT SURVEY CONTROL
 LA1097  ______________________________________________________________________
 LA1097* NAD 83(1986) POSITION- 40 22 35.     (N) 085 02 33.     (W)   SCALED
 LA1097* NAVD 88 ORTHO HEIGHT -   293.122 (meters)      961.68  (feet) ADJUSTED
 LA1097  ______________________________________________________________________
 LA1097  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 LA1097  DYNAMIC HEIGHT  -        292.973 (meters)      961.20  (feet) COMP
 LA1097  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 LA1097
 LA1097  VERT ORDER      -  SECOND    CLASS 0
 LA1097
 LA1097.The horizontal coordinates were scaled from a map and have
 LA1097.an estimated accuracy of +/- 6 seconds.
 LA1097
 LA1097.The orthometric height was determined by differential leveling and
 LA1097.adjusted by the NATIONAL GEODETIC SURVEY
 LA1097.in June 1991.
 LA1097
 LA1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1097.GEOID18 height accuracy estimate available here.
 LA1097
 LA1097.Click photographs - Photos may exist for this station.
 LA1097
 LA1097.The dynamic height is computed by dividing the NAVD 88
 LA1097.geopotential number by the normal gravity value computed on the
 LA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1097.degrees latitude (g = 980.6199 gals.).
 LA1097
 LA1097.The modeled gravity was interpolated from observed gravity values.
 LA1097
 LA1097;                    North         East    Units  Estimated Accuracy
 LA1097;SPC IN E     -   569,500.      153,010.      MT  (+/- 180 meters Scaled)
 LA1097
 LA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK661713(NAD 83)
 LA1097
 LA1097                          SUPERSEDED SURVEY CONTROL
 LA1097
 LA1097  NGVD 29 (??/??/92)  293.269  (m)          962.17   (f) ADJ UNCH    2 0
 LA1097
 LA1097.Superseded values are not recommended for survey control.
 LA1097
 LA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1097.See file dsdata.pdf to determine how the superseded data were derived.
 LA1097
 LA1097_MARKER: DB = BENCH MARK DISK
 LA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1097_STAMPING: E 231 1947
 LA1097_MARK LOGO: CGS
 LA1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1097+STABILITY: SURFACE MOTION
 LA1097
 LA1097  HISTORY     - Date     Condition        Report By
 LA1097  HISTORY     - 1947     MONUMENTED       CGS
 LA1097
 LA1097                          STATION DESCRIPTION
 LA1097
 LA1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1097'2.2 MI NE FROM NEW MT PLEASANT.
 LA1097'ABOUT 0.2 MILE NORTH, THENCE ABOUT 1.95 MILES NORTHEAST ALONG
 LA1097'A BLACK TOP ROAD FROM THE NEW MT. PLEASANT M.E. CHURCH AT NEW
 LA1097'MT. PLEASANT, ABOUT 0.25 MILE NORTHEAST OF A SINGLE SPAN STEEL
 LA1097'BRIDGE, AT A FENCE CORNER, 75 FEET EAST OF A 16-INCH PINE TREE,
 LA1097'26 FEET NORTHEAST OF A 14-INCH PEAR TREE, 18 FEET SOUTHWEST OF
 LA1097'A 16-INCH PEAR TREE, 25 FEET NORTHWEST OF THE CENTER LINE OF
 LA1097'THE ROAD, 3.5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST
 LA1097'OF THE FENCE LINE LEADING NORTHWEST, 2 FEET NORTHWEST OF A WHITE
 LA1097'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN
 LA1097'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0391 ***********************************************************************
 LA0391  DESIGNATION -  E 232
 LA0391  PID         -  LA0391
 LA0391  STATE/COUNTY-  IN/RANDOLPH
 LA0391  COUNTRY     -  US
 LA0391  USGS QUAD   -  UNION CITY (2019)
 LA0391
 LA0391                         *CURRENT SURVEY CONTROL
 LA0391  ______________________________________________________________________
 LA0391* NAD 83(1986) POSITION- 40 14 20.     (N) 084 49 25.     (W)   SCALED
 LA0391* NAVD 88 ORTHO HEIGHT -   320.115 (meters)     1050.24  (feet) ADJUSTED
 LA0391  ______________________________________________________________________
 LA0391  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 LA0391  DYNAMIC HEIGHT  -        319.947 (meters)     1049.69  (feet) COMP
 LA0391  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 LA0391
 LA0391  VERT ORDER      -  SECOND    CLASS 0
 LA0391
 LA0391.The horizontal coordinates were scaled from a map and have
 LA0391.an estimated accuracy of +/- 6 seconds.
 LA0391
 LA0391.The orthometric height was determined by differential leveling and
 LA0391.adjusted by the NATIONAL GEODETIC SURVEY
 LA0391.in June 1991.
 LA0391
 LA0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0391.GEOID18 height accuracy estimate available here.
 LA0391
 LA0391.Click photographs - Photos may exist for this station.
 LA0391
 LA0391.The dynamic height is computed by dividing the NAVD 88
 LA0391.geopotential number by the normal gravity value computed on the
 LA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0391.degrees latitude (g = 980.6199 gals.).
 LA0391
 LA0391.The modeled gravity was interpolated from observed gravity values.
 LA0391
 LA0391;                    North         East    Units  Estimated Accuracy
 LA0391;SPC IN E     -   554,380.      171,740.      MT  (+/- 180 meters Scaled)
 LA0391
 LA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851565(NAD 83)
 LA0391
 LA0391                          SUPERSEDED SURVEY CONTROL
 LA0391
 LA0391  NGVD 29 (??/??/92)  320.26   (m)         1050.7    (f) COMPUTED    2 0
 LA0391
 LA0391.Superseded values are not recommended for survey control.
 LA0391
 LA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0391.See file dsdata.pdf to determine how the superseded data were derived.
 LA0391
 LA0391_MARKER: DB = BENCH MARK DISK
 LA0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0391_STAMPING: E 232 1947
 LA0391_MARK LOGO: CGS
 LA0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0391+STABILITY: SURFACE MOTION
 LA0391
 LA0391  HISTORY     - Date     Condition        Report By
 LA0391  HISTORY     - 1947     MONUMENTED       CGS
 LA0391
 LA0391                          STATION DESCRIPTION
 LA0391
 LA0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0391'4.3 MI NW FROM UNION CITY.
 LA0391'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM ITS
 LA0391'JUNCTION WITH STATE HIGHWAYS 32 AND 227 AT UNION CITY, THENCE
 LA0391'ABOUT 1.55 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO MT.
 LA0391'PLEASANT CHURCH, ABOUT 0.35 MILE SOUTH OF THE NEW LISBON CHURCH
 LA0391'OF CHRIST AND CEMETERY, AT THE INTERSECTION OF AN EAST-WEST
 LA0391'GRAVEL ROAD, 130 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LA0391'ROAD, 132 FEET SOUTHEAST AND ACROSS THE ROAD FROM A T FENCE
 LA0391'CORNER POST IN THE WEST RIGHT-OF-WAY FENCE, 20 FEET EAST OF THE
 LA0391'CENTER LINE OF THE ROAD, 7 FEET SOUTH OF POWER POLE NO. 569/161,
 LA0391'IN LINE WITH THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA0391'POST, 1.5 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA0391'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1024 ***********************************************************************
 ME1024  DESIGNATION -  E 233
 ME1024  PID         -  ME1024
 ME1024  STATE/COUNTY-  IN/LAKE
 ME1024  COUNTRY     -  US
 ME1024  USGS QUAD   -  WHITING (2019)
 ME1024
 ME1024                         *CURRENT SURVEY CONTROL
 ME1024  ______________________________________________________________________
 ME1024* NAD 83(1986) POSITION- 41 39 28.     (N) 087 27 22.     (W)   SCALED
 ME1024* NAVD 88 ORTHO HEIGHT -   179.502 (meters)      588.92  (feet) ADJUSTED
 ME1024  ______________________________________________________________________
 ME1024  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 ME1024  DYNAMIC HEIGHT  -        179.438 (meters)      588.71  (feet) COMP
 ME1024  MODELED GRAVITY -    980,261.3   (mgal)                       NAVD 88
 ME1024
 ME1024  VERT ORDER      -  FIRST     CLASS II
 ME1024
 ME1024.The horizontal coordinates were scaled from a map and have
 ME1024.an estimated accuracy of +/- 6 seconds.
 ME1024
 ME1024.The orthometric height was determined by differential leveling and
 ME1024.adjusted by the NATIONAL GEODETIC SURVEY
 ME1024.in June 1991.
 ME1024
 ME1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1024.GEOID18 height accuracy estimate available here.
 ME1024
 ME1024.Click photographs - Photos may exist for this station.
 ME1024
 ME1024.The dynamic height is computed by dividing the NAVD 88
 ME1024.geopotential number by the normal gravity value computed on the
 ME1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1024.degrees latitude (g = 980.6199 gals.).
 ME1024
 ME1024.The modeled gravity was interpolated from observed gravity values.
 ME1024
 ME1024;                    North         East    Units  Estimated Accuracy
 ME1024;SPC IN W     -   711,680.      868,950.      MT  (+/- 180 meters Scaled)
 ME1024
 ME1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM620118(NAD 83)
 ME1024
 ME1024                          SUPERSEDED SURVEY CONTROL
 ME1024
 ME1024  NGVD 29 (??/??/92)  179.613  (m)          589.28   (f) ADJ UNCH    1 2
 ME1024
 ME1024.Superseded values are not recommended for survey control.
 ME1024
 ME1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1024.See file dsdata.pdf to determine how the superseded data were derived.
 ME1024
 ME1024_MARKER: DB = BENCH MARK DISK
 ME1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1024_SP_SET: ABUTMENT
 ME1024_STAMPING: E 233 1947
 ME1024_MARK LOGO: CGS
 ME1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1024
 ME1024  HISTORY     - Date     Condition        Report By
 ME1024  HISTORY     - 1947     MONUMENTED       CGS
 ME1024  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1024
 ME1024                          STATION DESCRIPTION
 ME1024
 ME1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1024'0.6 MI NW FROM INDIANA HARBOR.
 ME1024'ABOUT 0.65 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME1024'THE STATION AT INDIANA HARBOR, AT THE DRAW BRIDGE OVER THE
 ME1024'INDIANA HARBOR CANAL, SET IN THE TOP OF THE NORTH END OF THE
 ME1024'WEST CONCRETE ABUTMENT OF THE BRIDGE, 10 FEET NORTH OF THE NORTH
 ME1024'RAIL, 1 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND 1
 ME1024'FOOT BELOW THE TRACK.
 ME1024
 ME1024                          STATION RECOVERY (1968)
 ME1024
 ME1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1207 ***********************************************************************
 LA1207  DESIGNATION -  E 234
 LA1207  PID         -  LA1207
 LA1207  STATE/COUNTY-  IN/DELAWARE
 LA1207  COUNTRY     -  US
 LA1207  USGS QUAD   -  EATON (2019)
 LA1207
 LA1207                         *CURRENT SURVEY CONTROL
 LA1207  ______________________________________________________________________
 LA1207* NAD 83(1986) POSITION- 40 19 13.     (N) 085 22 10.     (W)   SCALED
 LA1207* NAVD 88 ORTHO HEIGHT -   277.430 (meters)      910.20  (feet) ADJUSTED
 LA1207  ______________________________________________________________________
 LA1207  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 LA1207  DYNAMIC HEIGHT  -        277.286 (meters)      909.73  (feet) COMP
 LA1207  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 LA1207
 LA1207  VERT ORDER      -  SECOND    CLASS 0
 LA1207
 LA1207.The horizontal coordinates were scaled from a map and have
 LA1207.an estimated accuracy of +/- 6 seconds.
 LA1207
 LA1207.The orthometric height was determined by differential leveling and
 LA1207.adjusted by the NATIONAL GEODETIC SURVEY
 LA1207.in June 1991.
 LA1207
 LA1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1207.GEOID18 height accuracy estimate available here.
 LA1207
 LA1207.Click photographs - Photos may exist for this station.
 LA1207
 LA1207.The dynamic height is computed by dividing the NAVD 88
 LA1207.geopotential number by the normal gravity value computed on the
 LA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1207.degrees latitude (g = 980.6199 gals.).
 LA1207
 LA1207.The modeled gravity was interpolated from observed gravity values.
 LA1207
 LA1207;                    North         East    Units  Estimated Accuracy
 LA1207;SPC IN E     -   563,120.      125,260.      MT  (+/- 180 meters Scaled)
 LA1207
 LA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK385645(NAD 83)
 LA1207
 LA1207                          SUPERSEDED SURVEY CONTROL
 LA1207
 LA1207  NGVD 29 (??/??/92)  277.564  (m)          910.64   (f) ADJ UNCH    2 0
 LA1207
 LA1207.Superseded values are not recommended for survey control.
 LA1207
 LA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1207.See file dsdata.pdf to determine how the superseded data were derived.
 LA1207
 LA1207_MARKER: DB = BENCH MARK DISK
 LA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1207_STAMPING: E 234 1947
 LA1207_MARK LOGO: CGS
 LA1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1207+STABILITY: SURFACE MOTION
 LA1207
 LA1207  HISTORY     - Date     Condition        Report By
 LA1207  HISTORY     - 1947     MONUMENTED       CGS
 LA1207
 LA1207                          STATION DESCRIPTION
 LA1207
 LA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1207'4 MI N FROM ROYERTON.
 LA1207'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1207'AT ROYERTON, AT THE INTERSECTION OF A BLACK TOP ROAD, 49 FEET
 LA1207'WEST OF THE CENTER LINE OF THE HIGHWAY, 51.5 FEET SOUTH OF THE
 LA1207'CENTER LINE OF THE CROSS ROAD, 46.5 FEET SOUTHEAST OF A FENCE
 LA1207'CORNER, 24 FEET NORTHWEST OF A FENCE CORNER, 25.5 FEET NORTHWEST
 LA1207'OF TELEPHONE POLE NO. 371, 1.5 FEET NORTHEAST OF THE FENCE LINE,
 LA1207'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 LA1207'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1207'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2368 ***********************************************************************
 JZ2368  DESIGNATION -  E 235
 JZ2368  PID         -  JZ2368
 JZ2368  STATE/COUNTY-  IN/HANCOCK
 JZ2368  COUNTRY     -  US
 JZ2368  USGS QUAD   -  INGALLS (2019)
 JZ2368
 JZ2368                         *CURRENT SURVEY CONTROL
 JZ2368  ______________________________________________________________________
 JZ2368* NAD 83(1986) POSITION- 39 55 39.     (N) 085 51 35.     (W)   SCALED
 JZ2368* NAVD 88 ORTHO HEIGHT -   264.060 (meters)      866.34  (feet) ADJUSTED
 JZ2368  ______________________________________________________________________
 JZ2368  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 JZ2368  DYNAMIC HEIGHT  -        263.912 (meters)      865.85  (feet) COMP
 JZ2368  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 JZ2368
 JZ2368  VERT ORDER      -  FIRST     CLASS II
 JZ2368
 JZ2368.The horizontal coordinates were scaled from a map and have
 JZ2368.an estimated accuracy of +/- 6 seconds.
 JZ2368
 JZ2368.The orthometric height was determined by differential leveling and
 JZ2368.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2368.in June 1991.
 JZ2368
 JZ2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2368.GEOID18 height accuracy estimate available here.
 JZ2368
 JZ2368.Click photographs - Photos may exist for this station.
 JZ2368
 JZ2368.The dynamic height is computed by dividing the NAVD 88
 JZ2368.geopotential number by the normal gravity value computed on the
 JZ2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2368.degrees latitude (g = 980.6199 gals.).
 JZ2368
 JZ2368.The modeled gravity was interpolated from observed gravity values.
 JZ2368
 JZ2368;                    North         East    Units  Estimated Accuracy
 JZ2368;SPC IN E     -   519,490.       83,500.      MT  (+/- 180 meters Scaled)
 JZ2368
 JZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK974203(NAD 83)
 JZ2368
 JZ2368                          SUPERSEDED SURVEY CONTROL
 JZ2368
 JZ2368  NGVD 29 (??/??/92)  264.191  (m)          866.77   (f) ADJ UNCH    1 2
 JZ2368
 JZ2368.Superseded values are not recommended for survey control.
 JZ2368
 JZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2368.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2368
 JZ2368_MARKER: DB = BENCH MARK DISK
 JZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2368_STAMPING: E 235 1947
 JZ2368_MARK LOGO: CGS
 JZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2368+STABILITY: SURFACE MOTION
 JZ2368
 JZ2368  HISTORY     - Date     Condition        Report By
 JZ2368  HISTORY     - 1947     MONUMENTED       CGS
 JZ2368  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2368  HISTORY     - 20220912 MARK NOT FOUND   IN-057
 JZ2368
 JZ2368                          STATION DESCRIPTION
 JZ2368
 JZ2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2368'0.8 MI SW FROM FORTVILLE.
 JZ2368'ABOUT 0.85 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2368'FROM THE STATION AT FORTVILLE, 48 FEET SOUTHEAST AND ACROSS THE
 JZ2368'TRACK FROM MILE POST 264, 29 FEET NORTHWEST OF THE CENTER LINE OF
 JZ2368'A PAVED STREET RUNNING PARALLEL TO THE TRACK, ABOUT 75 FEET
 JZ2368'NORTH AND ACROSS THE PAVED STREET FROM THE CENTER LINE OF STATE
 JZ2368'HIGHWAY 67, 20.5 EAST OF POLE 263/53, 20.5 FEET SOUTHEAST OF THE
 JZ2368'SOUTHEAST RAIL, 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ2368'1.5 FEET BELOW THE TRACK, AND SET IN THE TOP OF THE CONCRETE POST
 JZ2368'PROJECTING 5 INCHES.
 JZ2368
 JZ2368                          STATION RECOVERY (1999)
 JZ2368
 JZ2368'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2368'MARK NOT FOUND.
 JZ2368
 JZ2368                          STATION RECOVERY (2022)
 JZ2368
 JZ2368'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 JZ2368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0272 ***********************************************************************
 KA0272  DESIGNATION -  E 237
 KA0272  PID         -  KA0272
 KA0272  STATE/COUNTY-  IN/MARION
 KA0272  COUNTRY     -  US
 KA0272  USGS QUAD   -  FISHERS (2019)
 KA0272
 KA0272                         *CURRENT SURVEY CONTROL
 KA0272  ______________________________________________________________________
 KA0272* NAD 83(1986) POSITION- 39 55 35.     (N) 086 03 57.     (W)   SCALED
 KA0272* NAVD 88 ORTHO HEIGHT -   233.889 (meters)      767.35  (feet) ADJUSTED
 KA0272  ______________________________________________________________________
 KA0272  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 KA0272  DYNAMIC HEIGHT  -        233.759 (meters)      766.92  (feet) COMP
 KA0272  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA0272
 KA0272  VERT ORDER      -  SECOND    CLASS 0
 KA0272
 KA0272.The horizontal coordinates were scaled from a map and have
 KA0272.an estimated accuracy of +/- 6 seconds.
 KA0272
 KA0272.The orthometric height was determined by differential leveling and
 KA0272.adjusted by the NATIONAL GEODETIC SURVEY
 KA0272.in June 1991.
 KA0272
 KA0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0272.GEOID18 height accuracy estimate available here.
 KA0272
 KA0272.Click photographs - Photos may exist for this station.
 KA0272
 KA0272.The dynamic height is computed by dividing the NAVD 88
 KA0272.geopotential number by the normal gravity value computed on the
 KA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0272.degrees latitude (g = 980.6199 gals.).
 KA0272
 KA0272.The modeled gravity was interpolated from observed gravity values.
 KA0272
 KA0272;                    North         East    Units  Estimated Accuracy
 KA0272;SPC IN E     -   519,420.       65,880.      MT  (+/- 180 meters Scaled)
 KA0272
 KA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK798200(NAD 83)
 KA0272
 KA0272                          SUPERSEDED SURVEY CONTROL
 KA0272
 KA0272  NGVD 29 (??/??/92)  234.018  (m)          767.77   (f) ADJ UNCH    2 0
 KA0272
 KA0272.Superseded values are not recommended for survey control.
 KA0272
 KA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0272.See file dsdata.pdf to determine how the superseded data were derived.
 KA0272
 KA0272_MARKER: DB = BENCH MARK DISK
 KA0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0272_STAMPING: E 237 1947
 KA0272_MARK LOGO: CGS
 KA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0272+STABILITY: SURFACE MOTION
 KA0272
 KA0272  HISTORY     - Date     Condition        Report By
 KA0272  HISTORY     - 1947     MONUMENTED       CGS
 KA0272  HISTORY     - 1973     GOOD             NGS
 KA0272  HISTORY     - 1976     GOOD             LOCSUR
 KA0272  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 KA0272  HISTORY     - 20220324 MARK NOT FOUND   MCSO
 KA0272
 KA0272                          STATION DESCRIPTION
 KA0272
 KA0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0272'1.7 MI NE FROM ALLISONVILLE.
 KA0272'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 KA0272'INTERSECTION WITH STATE HIGHWAY 534 AT ALLISONVILLE, AT THE
 KA0272'INTERSECTION OF THE MARION-HAMILTON COUNTY LINE ROAD (EAST-WEST),
 KA0272'44.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET
 KA0272'SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 12 FEET SOUTHWEST
 KA0272'OF TELEPHONE POLE NO. 410, 13 FEET SOUTHWEST OF A FENCE CORNER,
 KA0272'1.5 FEET NORTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 KA0272'WOODEN WITNESS POST, ABOUT 2.5 FEET BELOW THE HIGHWAY AND SET
 KA0272'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KA0272
 KA0272                          STATION RECOVERY (1973)
 KA0272
 KA0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0272'RECOVERED IN GOOD CONDITION.
 KA0272
 KA0272                          STATION RECOVERY (1976)
 KA0272
 KA0272'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0272'RECOVERED IN GOOD CONDITION.
 KA0272
 KA0272                          STATION RECOVERY (1995)
 KA0272
 KA0272'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0272'MARK NOT FOUND.
 KA0272
 KA0272                          STATION RECOVERY (2022)
 KA0272
 KA0272'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2022 (RP)
 KA0272'DUE TO CONSTRUCTION WITHIN AREA NO MARK WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2469 ***********************************************************************
 JZ2469  DESIGNATION -  E 238
 JZ2469  PID         -  JZ2469
 JZ2469  STATE/COUNTY-  IN/MARION
 JZ2469  COUNTRY     -  US
 JZ2469  USGS QUAD   -  CUMBERLAND (2019)
 JZ2469
 JZ2469                         *CURRENT SURVEY CONTROL
 JZ2469  ______________________________________________________________________
 JZ2469* NAD 83(1986) POSITION- 39 45 19.84   (N) 085 57 08.13   (W)   HD_HELD1
 JZ2469* NAVD 88 ORTHO HEIGHT -   255.744 (meters)      839.05  (feet) ADJUSTED
 JZ2469  ______________________________________________________________________
 JZ2469  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 JZ2469  DYNAMIC HEIGHT  -        255.598 (meters)      838.57  (feet) COMP
 JZ2469  MODELED GRAVITY -    980,047.2   (mgal)                       NAVD 88
 JZ2469
 JZ2469  VERT ORDER      -  SECOND    CLASS 0
 JZ2469
 JZ2469.The horizontal coordinates were determined by differentially corrected
 JZ2469.hand held GPS observations or other comparable positioning techniques
 JZ2469.and have an estimated accuracy of +/- 3 meters.
 JZ2469
 JZ2469.The orthometric height was determined by differential leveling and
 JZ2469.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2469.in June 1991.
 JZ2469
 JZ2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2469.GEOID18 height accuracy estimate available here.
 JZ2469
 JZ2469.Click photographs - Photos may exist for this station.
 JZ2469
 JZ2469.The dynamic height is computed by dividing the NAVD 88
 JZ2469.geopotential number by the normal gravity value computed on the
 JZ2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2469.degrees latitude (g = 980.6199 gals.).
 JZ2469
 JZ2469.The modeled gravity was interpolated from observed gravity values.
 JZ2469
 JZ2469;                    North         East    Units  Estimated Accuracy
 JZ2469;SPC IN E     -   500,411.4      75,526.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2469
 JZ2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8975301146(NAD 83)
 JZ2469
 JZ2469                          SUPERSEDED SURVEY CONTROL
 JZ2469
 JZ2469  NGVD 29 (??/??/92)  255.854  (m)          839.41   (f) ADJ UNCH    2 0
 JZ2469
 JZ2469.Superseded values are not recommended for survey control.
 JZ2469
 JZ2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2469.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2469
 JZ2469_MARKER: DB = BENCH MARK DISK
 JZ2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2469_STAMPING: E 238 1947
 JZ2469_MARK LOGO: CGS
 JZ2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2469+STABILITY: SURFACE MOTION
 JZ2469
 JZ2469  HISTORY     - Date     Condition        Report By
 JZ2469  HISTORY     - 1947     MONUMENTED       CGS
 JZ2469  HISTORY     - 1973     GOOD             NGS
 JZ2469  HISTORY     - 1976     GOOD             LOCSUR
 JZ2469  HISTORY     - 19880802 GOOD             LOCENG
 JZ2469
 JZ2469                          STATION DESCRIPTION
 JZ2469
 JZ2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2469'1.7 MI S FROM CUMBERLAND.
 JZ2469'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2469'AT CUMBERLAND, THENCE 1.5 MILE SOUTH ALONG THE COUNTY LINE ROAD,
 JZ2469'IN THE SOUTHWEST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 JZ2469'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2469'18 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 18
 JZ2469'FEET SOUTH OF A FENCE CORNER, 14 FEET SOUTH OF TELEPHONE POLE
 JZ2469'NUMBER B 285, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A
 JZ2469'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD LEVEL AND
 JZ2469'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2469
 JZ2469                          STATION RECOVERY (1973)
 JZ2469
 JZ2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2469'RECOVERED IN GOOD CONDITION.
 JZ2469
 JZ2469                          STATION RECOVERY (1976)
 JZ2469
 JZ2469'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2469'RECOVERED IN GOOD CONDITION.
 JZ2469
 JZ2469                          STATION RECOVERY (1988)
 JZ2469
 JZ2469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2469'1.5 MILES SOUTH ON COUNTY LINE ROAD FROM WASHINGTON, SET IN CONCRETE
 JZ2469'BASE 10 INCH SQUARE, 9 INCHES E. (FRONT) OF WHITE SIGN ON METAL
 JZ2469'WITNESS POST, 14.5 FEET (4.4 M) SOUTH OF TELEPHONE POLE W/O NUMBER,
 JZ2469'CORNER OF PROSPECT ST. (200 S) AND COUNTY LINE ROAD (800 W) NO.
 JZ2469'12000 E AND 1100 SO., 16.5 WEST OF CENTERLINE OF COUNTY LINE ROAD,
 JZ2469'33.7 SOUTH OF CENTERLINE OF PROSPECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2574 ***********************************************************************
 JZ2574  DESIGNATION -  E 239
 JZ2574  PID         -  JZ2574
 JZ2574  STATE/COUNTY-  IN/HANCOCK
 JZ2574  COUNTRY     -  US
 JZ2574  USGS QUAD   -  ACTON (2019)
 JZ2574
 JZ2574                         *CURRENT SURVEY CONTROL
 JZ2574  ______________________________________________________________________
 JZ2574* NAD 83(1986) POSITION- 39 43 04.     (N) 085 52 34.     (W)   SCALED
 JZ2574* NAVD 88 ORTHO HEIGHT -   251.472 (meters)      825.04  (feet) ADJUSTED
 JZ2574  ______________________________________________________________________
 JZ2574  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 JZ2574  DYNAMIC HEIGHT  -        251.327 (meters)      824.56  (feet) COMP
 JZ2574  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2574
 JZ2574  VERT ORDER      -  SECOND    CLASS 0
 JZ2574
 JZ2574.The horizontal coordinates were scaled from a map and have
 JZ2574.an estimated accuracy of +/- 6 seconds.
 JZ2574
 JZ2574.The orthometric height was determined by differential leveling and
 JZ2574.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2574.in June 1991.
 JZ2574
 JZ2574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2574.GEOID18 height accuracy estimate available here.
 JZ2574
 JZ2574.Click photographs - Photos may exist for this station.
 JZ2574
 JZ2574.The dynamic height is computed by dividing the NAVD 88
 JZ2574.geopotential number by the normal gravity value computed on the
 JZ2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2574.degrees latitude (g = 980.6199 gals.).
 JZ2574
 JZ2574.The modeled gravity was interpolated from observed gravity values.
 JZ2574
 JZ2574;                    North         East    Units  Estimated Accuracy
 JZ2574;SPC IN E     -   496,200.       82,040.      MT  (+/- 180 meters Scaled)
 JZ2574
 JZ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963970(NAD 83)
 JZ2574
 JZ2574                          SUPERSEDED SURVEY CONTROL
 JZ2574
 JZ2574  NGVD 29 (??/??/92)  251.587  (m)          825.42   (f) ADJ UNCH    2 0
 JZ2574
 JZ2574.Superseded values are not recommended for survey control.
 JZ2574
 JZ2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2574.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2574
 JZ2574_MARKER: DB = BENCH MARK DISK
 JZ2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2574_STAMPING: E 239 1947
 JZ2574_MARK LOGO: CGS
 JZ2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2574+STABILITY: SURFACE MOTION
 JZ2574
 JZ2574  HISTORY     - Date     Condition        Report By
 JZ2574  HISTORY     - 1947     MONUMENTED       CGS
 JZ2574  HISTORY     - 1973     GOOD             NGS
 JZ2574  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2574
 JZ2574                          STATION DESCRIPTION
 JZ2574
 JZ2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2574'0.6 MI SE FROM NEW PALESTINE.
 JZ2574'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2574'OFFICE AT NEW PALESTINE, AT THE INTERSECTION WITH A NORTH-SOUTH
 JZ2574'GRAVEL ROAD, IN THE SOUTHEAST ANGLE OF THE INTERSECTION, 49 FEET
 JZ2574'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF THE
 JZ2574'CENTER LINE OF THE GRAVEL ROAD, 9 FEET SOUTH OF A POWER POLE,
 JZ2574'4 FEET SOUTHEAST OF A STOP SIGN, 1 1/2 FEET WEST OF A WHITE
 JZ2574'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND SET
 JZ2574'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2574
 JZ2574                          STATION RECOVERY (1973)
 JZ2574
 JZ2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2574'RECOVERED IN GOOD CONDITION.
 JZ2574
 JZ2574                          STATION RECOVERY (2009)
 JZ2574
 JZ2574'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2574'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0679 ***********************************************************************
 ME0679  DESIGNATION -  E 24
 ME0679  PID         -  ME0679
 ME0679  STATE/COUNTY-  IN/STARKE
 ME0679  COUNTRY     -  US
 ME0679  USGS QUAD   -  KNOX WEST (2019)
 ME0679
 ME0679                         *CURRENT SURVEY CONTROL
 ME0679  ______________________________________________________________________
 ME0679* NAD 83(1986) POSITION- 41 15 59.     (N) 086 41 06.     (W)   SCALED
 ME0679* NAVD 88 ORTHO HEIGHT -   211.322 (meters)      693.31  (feet) ADJUSTED
 ME0679  ______________________________________________________________________
 ME0679  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME0679  DYNAMIC HEIGHT  -        211.234 (meters)      693.02  (feet) COMP
 ME0679  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0679
 ME0679  VERT ORDER      -  SECOND    CLASS 0
 ME0679
 ME0679.The horizontal coordinates were scaled from a map and have
 ME0679.an estimated accuracy of +/- 6 seconds.
 ME0679
 ME0679.The orthometric height was determined by differential leveling and
 ME0679.adjusted by the NATIONAL GEODETIC SURVEY
 ME0679.in June 1991.
 ME0679
 ME0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0679.GEOID18 height accuracy estimate available here.
 ME0679
 ME0679.Click photographs - Photos may exist for this station.
 ME0679
 ME0679.The dynamic height is computed by dividing the NAVD 88
 ME0679.geopotential number by the normal gravity value computed on the
 ME0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0679.degrees latitude (g = 980.6199 gals.).
 ME0679
 ME0679.The modeled gravity was interpolated from observed gravity values.
 ME0679
 ME0679;                    North         East    Units  Estimated Accuracy
 ME0679;SPC IN W     -   668,220.      933,380.      MT  (+/- 180 meters Scaled)
 ME0679
 ME0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL263683(NAD 83)
 ME0679
 ME0679                          SUPERSEDED SURVEY CONTROL
 ME0679
 ME0679  NGVD 29 (??/??/92)  211.425  (m)          693.65   (f) ADJ UNCH    2 0
 ME0679
 ME0679.Superseded values are not recommended for survey control.
 ME0679
 ME0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0679.See file dsdata.pdf to determine how the superseded data were derived.
 ME0679
 ME0679_MARKER: DB = BENCH MARK DISK
 ME0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0679_STAMPING: E 24 1934
 ME0679_MARK LOGO: CGS
 ME0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0679+STABILITY: SURFACE MOTION
 ME0679
 ME0679  HISTORY     - Date     Condition        Report By
 ME0679  HISTORY     - 1934     MONUMENTED       CGS
 ME0679  HISTORY     - 1946     GOOD             CGS
 ME0679  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0679
 ME0679                          STATION DESCRIPTION
 ME0679
 ME0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0679'3.6 MI SW FROM KNOX.
 ME0679'ABOUT 3.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0679'THE STATION AT KNOX, ABOUT 0.95 MILE NORTHEAST FROM THE CROSS
 ME0679'ROAD AT RYE, ABOUT 100 YARDS WEST OF THE HOME OF TOM FISHER, AT
 ME0679'A ROAD CROSSING, 65 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24
 ME0679'FEET NORTHWEST OF THE NORTHWEST RAIL, 15 FEET SOUTHEAST OF A
 ME0679'TELEPHONE POLE, 22 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 ME0679'FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0679'2 FEET BELOW THE CENTER OF THE CROSSING, AND SET IN THE TOP OF A
 ME0679'CONCRETE POST PROJECTING 3 INCHES.
 ME0679
 ME0679                          STATION RECOVERY (2011)
 ME0679
 ME0679'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0679'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2433 ***********************************************************************
 JZ2433  DESIGNATION -  E 240
 JZ2433  PID         -  JZ2433
 JZ2433  STATE/COUNTY-  IN/MADISON
 JZ2433  COUNTRY     -  US
 JZ2433  USGS QUAD   -  PENDLETON (2019)
 JZ2433
 JZ2433                         *CURRENT SURVEY CONTROL
 JZ2433  ______________________________________________________________________
 JZ2433* NAD 83(1986) POSITION- 39 59 35.     (N) 085 42 47.     (W)   SCALED
 JZ2433* NAVD 88 ORTHO HEIGHT -   272.748 (meters)      894.84  (feet) ADJUSTED
 JZ2433  ______________________________________________________________________
 JZ2433  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ2433  DYNAMIC HEIGHT  -        272.598 (meters)      894.35  (feet) COMP
 JZ2433  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 JZ2433
 JZ2433  VERT ORDER      -  SECOND    CLASS 0
 JZ2433
 JZ2433.The horizontal coordinates were scaled from a map and have
 JZ2433.an estimated accuracy of +/- 6 seconds.
 JZ2433
 JZ2433.The orthometric height was determined by differential leveling and
 JZ2433.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2433.in June 1991.
 JZ2433
 JZ2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2433.GEOID18 height accuracy estimate available here.
 JZ2433
 JZ2433.Click photographs - Photos may exist for this station.
 JZ2433
 JZ2433.The dynamic height is computed by dividing the NAVD 88
 JZ2433.geopotential number by the normal gravity value computed on the
 JZ2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2433.degrees latitude (g = 980.6199 gals.).
 JZ2433
 JZ2433.The modeled gravity was interpolated from observed gravity values.
 JZ2433
 JZ2433;                    North         East    Units  Estimated Accuracy
 JZ2433;SPC IN E     -   526,750.       96,040.      MT  (+/- 180 meters Scaled)
 JZ2433
 JZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK098277(NAD 83)
 JZ2433
 JZ2433                          SUPERSEDED SURVEY CONTROL
 JZ2433
 JZ2433  NGVD 29 (??/??/92)  272.881  (m)          895.28   (f) ADJ UNCH    2 0
 JZ2433
 JZ2433.Superseded values are not recommended for survey control.
 JZ2433
 JZ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2433.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2433
 JZ2433_MARKER: DB = BENCH MARK DISK
 JZ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2433_STAMPING: E 240 1947
 JZ2433_MARK LOGO: CGS
 JZ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2433+STABILITY: SURFACE MOTION
 JZ2433
 JZ2433  HISTORY     - Date     Condition        Report By
 JZ2433  HISTORY     - 1947     MONUMENTED       CGS
 JZ2433  HISTORY     - 20020908 MARK NOT FOUND   USPSQD
 JZ2433
 JZ2433                          STATION DESCRIPTION
 JZ2433
 JZ2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2433'1.6 MI SE FROM PENDLETON.
 JZ2433'ABOUT 1.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2433'LIBRARY AT PENDLETON, AT THE ENTRANCE TO THE J.M. NAY FARM,
 JZ2433'29.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31.5 FEET
 JZ2433'WEST OF THE CENTER LINE OF THE DRIVEWAY TO THE FARM HOUSE, 17.5
 JZ2433'FEET NORTHWEST OF A FENCE CORNER, 27 FEET SOUTHEAST OF A
 JZ2433'TELEPHONE POLE AND IN LINE WITH THE POLES, 1 FOOT SOUTHWEST
 JZ2433'OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JZ2433'POST, 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2433'POST PROJECTING ABOUT 5 INCHES.
 JZ2433
 JZ2433                          STATION RECOVERY (2002)
 JZ2433
 JZ2433'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2492 ***********************************************************************
 JZ2492  DESIGNATION -  E 241
 JZ2492  PID         -  JZ2492
 JZ2492  STATE/COUNTY-  IN/HANCOCK
 JZ2492  COUNTRY     -  US
 JZ2492  USGS QUAD   -  GREENFIELD (2019)
 JZ2492
 JZ2492                         *CURRENT SURVEY CONTROL
 JZ2492  ______________________________________________________________________
 JZ2492* NAD 83(1986) POSITION- 39 46 17.     (N) 085 50 22.     (W)   SCALED
 JZ2492* NAVD 88 ORTHO HEIGHT -   260.016 (meters)      853.07  (feet) ADJUSTED
 JZ2492  ______________________________________________________________________
 JZ2492  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 JZ2492  DYNAMIC HEIGHT  -        259.866 (meters)      852.58  (feet) COMP
 JZ2492  MODELED GRAVITY -    980,044.9   (mgal)                       NAVD 88
 JZ2492
 JZ2492  VERT ORDER      -  SECOND    CLASS 0
 JZ2492
 JZ2492.The horizontal coordinates were scaled from a map and have
 JZ2492.an estimated accuracy of +/- 6 seconds.
 JZ2492
 JZ2492.The orthometric height was determined by differential leveling and
 JZ2492.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2492.in June 1991.
 JZ2492
 JZ2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2492.GEOID18 height accuracy estimate available here.
 JZ2492
 JZ2492.Click photographs - Photos may exist for this station.
 JZ2492
 JZ2492.The dynamic height is computed by dividing the NAVD 88
 JZ2492.geopotential number by the normal gravity value computed on the
 JZ2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2492.degrees latitude (g = 980.6199 gals.).
 JZ2492
 JZ2492.The modeled gravity was interpolated from observed gravity values.
 JZ2492
 JZ2492;                    North         East    Units  Estimated Accuracy
 JZ2492;SPC IN E     -   502,150.       85,200.      MT  (+/- 180 meters Scaled)
 JZ2492
 JZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993030(NAD 83)
 JZ2492
 JZ2492                          SUPERSEDED SURVEY CONTROL
 JZ2492
 JZ2492  NGVD 29 (??/??/92)  260.133  (m)          853.45   (f) ADJ UNCH    2 0
 JZ2492
 JZ2492.Superseded values are not recommended for survey control.
 JZ2492
 JZ2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2492.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2492
 JZ2492_MARKER: DB = BENCH MARK DISK
 JZ2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2492_STAMPING: E 241 1947
 JZ2492_MARK LOGO: CGS
 JZ2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2492+STABILITY: SURFACE MOTION
 JZ2492
 JZ2492  HISTORY     - Date     Condition        Report By
 JZ2492  HISTORY     - 1947     MONUMENTED       CGS
 JZ2492  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2492
 JZ2492                          STATION DESCRIPTION
 JZ2492
 JZ2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2492'0.7 MI S FROM PHILADELPHIA.
 JZ2492'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2492'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2492'IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF AN EAST-WEST
 JZ2492'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2492'15 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8.5
 JZ2492'FEET SOUTH OF A CONCRETE CORNER FENCE POST, 7 FEET SOUTH OF A
 JZ2492'12-INCH CEDAR TREE, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH
 JZ2492'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2492'6 INCHES.
 JZ2492
 JZ2492                          STATION RECOVERY (2009)
 JZ2492
 JZ2492'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2492'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2535 ***********************************************************************
 JZ2535  DESIGNATION -  E 242
 JZ2535  PID         -  JZ2535
 JZ2535  STATE/COUNTY-  IN/HANCOCK
 JZ2535  COUNTRY     -  US
 JZ2535  USGS QUAD   -  CLEVELAND (2019)
 JZ2535
 JZ2535                         *CURRENT SURVEY CONTROL
 JZ2535  ______________________________________________________________________
 JZ2535* NAD 83(1986) POSITION- 39 50 39.     (N) 085 41 24.     (W)   SCALED
 JZ2535* NAVD 88 ORTHO HEIGHT -   285.382 (meters)      936.29  (feet) ADJUSTED
 JZ2535  ______________________________________________________________________
 JZ2535  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 JZ2535  DYNAMIC HEIGHT  -        285.220 (meters)      935.76  (feet) COMP
 JZ2535  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 JZ2535
 JZ2535  VERT ORDER      -  SECOND    CLASS 0
 JZ2535
 JZ2535.The horizontal coordinates were scaled from a map and have
 JZ2535.an estimated accuracy of +/- 6 seconds.
 JZ2535
 JZ2535.The orthometric height was determined by differential leveling and
 JZ2535.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2535.in June 1991.
 JZ2535
 JZ2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2535.GEOID18 height accuracy estimate available here.
 JZ2535
 JZ2535.Click photographs - Photos may exist for this station.
 JZ2535
 JZ2535.The dynamic height is computed by dividing the NAVD 88
 JZ2535.geopotential number by the normal gravity value computed on the
 JZ2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2535.degrees latitude (g = 980.6199 gals.).
 JZ2535
 JZ2535.The modeled gravity was interpolated from observed gravity values.
 JZ2535
 JZ2535;                    North         East    Units  Estimated Accuracy
 JZ2535;SPC IN E     -   510,220.       98,000.      MT  (+/- 180 meters Scaled)
 JZ2535
 JZ2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK120112(NAD 83)
 JZ2535
 JZ2535                          SUPERSEDED SURVEY CONTROL
 JZ2535
 JZ2535  NGVD 29 (??/??/92)  285.506  (m)          936.70   (f) ADJ UNCH    2 0
 JZ2535
 JZ2535.Superseded values are not recommended for survey control.
 JZ2535
 JZ2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2535.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2535
 JZ2535_MARKER: DB = BENCH MARK DISK
 JZ2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2535_STAMPING: E 242 1947
 JZ2535_MARK LOGO: CGS
 JZ2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2535+STABILITY: SURFACE MOTION
 JZ2535
 JZ2535  HISTORY     - Date     Condition        Report By
 JZ2535  HISTORY     - 1947     MONUMENTED       CGS
 JZ2535  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2535
 JZ2535                          STATION DESCRIPTION
 JZ2535
 JZ2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2535'2 MI S FROM WILLOW BRANCH.
 JZ2535'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 209 FROM THE CROSSING
 JZ2535'OF THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, AT AN
 JZ2535'EAST-WEST JOGGED CROSS ROAD, 112 FEET NORTH OF THE PROLONGED CENTER
 JZ2535'LINE OF THE EAST TANGENT OF THE CROSS ROAD, 36.5 FEET WEST OF THE
 JZ2535'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2535'WEST TANGENT OF THE CROSS ROAD, 21 FEET NORTH OF A POWER POLE, 1
 JZ2535'FOOT EAST OF THE FENCE LINE, 6 FEET SOUTH OF A FENCE CORNER POST,
 JZ2535'2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2535'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ2535'INCHES.
 JZ2535
 JZ2535                          STATION RECOVERY (2009)
 JZ2535
 JZ2535'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2535'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0197 ***********************************************************************
 KA0197  DESIGNATION -  E 243
 KA0197  PID         -  KA0197
 KA0197  STATE/COUNTY-  IN/MARION
 KA0197  COUNTRY     -  US
 KA0197  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0197
 KA0197                         *CURRENT SURVEY CONTROL
 KA0197  ______________________________________________________________________
 KA0197* NAD 83(1986) POSITION- 39 46 54.     (N) 086 00 33.     (W)   SCALED
 KA0197* NAVD 88 ORTHO HEIGHT -   259.833 (meters)      852.47  (feet) POSTED
 KA0197  ______________________________________________________________________
 KA0197  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 KA0197  DYNAMIC HEIGHT  -        259.69  (meters)      852.0   (feet) COMP
 KA0197  MODELED GRAVITY -    980,052.0   (mgal)                       NAVD 88
 KA0197
 KA0197  VERT ORDER      -  * POSTED, SEE BELOW
 KA0197
 KA0197.The horizontal coordinates were scaled from a map and have
 KA0197.an estimated accuracy of +/- 6 seconds.
 KA0197
 KA0197.The orthometric height was determined by differential leveling
 KA0197.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0197
 KA0197.* This is a POSTED BENCH MARK height.
 KA0197
 KA0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0197.GEOID18 height accuracy estimate available here.
 KA0197
 KA0197.Click photographs - Photos may exist for this station.
 KA0197
 KA0197.The dynamic height is computed by dividing the NAVD 88
 KA0197.geopotential number by the normal gravity value computed on the
 KA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0197.degrees latitude (g = 980.6199 gals.).
 KA0197
 KA0197.The modeled gravity was interpolated from observed gravity values.
 KA0197
 KA0197;                    North         East    Units  Estimated Accuracy
 KA0197;SPC IN E     -   503,330.       70,660.      MT  (+/- 180 meters Scaled)
 KA0197
 KA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848039(NAD 83)
 KA0197
 KA0197                          SUPERSEDED SURVEY CONTROL
 KA0197
 KA0197  NGVD 29 (??/??/92)  259.950  (m)          852.85   (f) ADJ UNCH    2 0
 KA0197
 KA0197.Superseded values are not recommended for survey control.
 KA0197
 KA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0197.See file dsdata.pdf to determine how the superseded data were derived.
 KA0197
 KA0197_MARKER: DB = BENCH MARK DISK
 KA0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0197_SP_SET: BRIDGE
 KA0197_STAMPING: E 243 1947
 KA0197_MARK LOGO: CGS
 KA0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0197
 KA0197  HISTORY     - Date     Condition        Report By
 KA0197  HISTORY     - 1947     MONUMENTED       CGS
 KA0197  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0197
 KA0197                          STATION DESCRIPTION
 KA0197
 KA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0197'3.4 MI NW FROM CUMBERLAND.
 KA0197'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0197'AT CUMBERLAND, THENCE 0.55 MILE NORTH ALONG POST ROAD, AT THE
 KA0197'INTERSECTION WITH EAST 10TH STREET, SET IN THE TOP OF THE
 KA0197'SOUTHWEST WINGWALL OF A 10-FOOT CONCRETE BRIDGE UNDER 10TH
 KA0197'STREET, 19.5 FEET SOUTH OF THE CENTER LINE OF 10TH STREET, 44
 KA0197'FEET EAST OF THE CENTER LINE OF POST ROAD AND ABOUT LEVEL WITH
 KA0197'THE BRIDGE FLOOR.
 KA0197
 KA0197                          STATION RECOVERY (1976)
 KA0197
 KA0197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2382 ***********************************************************************
 JZ2382  DESIGNATION -  E 244
 JZ2382  PID         -  JZ2382
 JZ2382  STATE/COUNTY-  IN/RUSH
 JZ2382  COUNTRY     -  US
 JZ2382  USGS QUAD   -  CARTHAGE (2019)
 JZ2382
 JZ2382                         *CURRENT SURVEY CONTROL
 JZ2382  ______________________________________________________________________
 JZ2382* NAD 83(1986) POSITION- 39 41 55.     (N) 085 32 14.     (W)   SCALED
 JZ2382* NAVD 88 ORTHO HEIGHT -   295.671 (meters)      970.05  (feet) ADJUSTED
 JZ2382  ______________________________________________________________________
 JZ2382  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JZ2382  DYNAMIC HEIGHT  -        295.500 (meters)      969.49  (feet) COMP
 JZ2382  MODELED GRAVITY -    980,040.3   (mgal)                       NAVD 88
 JZ2382
 JZ2382  VERT ORDER      -  SECOND    CLASS 0
 JZ2382
 JZ2382.The horizontal coordinates were scaled from a map and have
 JZ2382.an estimated accuracy of +/- 6 seconds.
 JZ2382
 JZ2382.The orthometric height was determined by differential leveling and
 JZ2382.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2382.in June 1991.
 JZ2382
 JZ2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2382.GEOID18 height accuracy estimate available here.
 JZ2382
 JZ2382.Click photographs - Photos may exist for this station.
 JZ2382
 JZ2382.The dynamic height is computed by dividing the NAVD 88
 JZ2382.geopotential number by the normal gravity value computed on the
 JZ2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2382.degrees latitude (g = 980.6199 gals.).
 JZ2382
 JZ2382.The modeled gravity was interpolated from observed gravity values.
 JZ2382
 JZ2382;                    North         East    Units  Estimated Accuracy
 JZ2382;SPC IN E     -   494,060.      111,100.      MT  (+/- 180 meters Scaled)
 JZ2382
 JZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ254953(NAD 83)
 JZ2382
 JZ2382                          SUPERSEDED SURVEY CONTROL
 JZ2382
 JZ2382  NGVD 29 (??/??/92)  295.797  (m)          970.46   (f) ADJ UNCH    2 0
 JZ2382
 JZ2382.Superseded values are not recommended for survey control.
 JZ2382
 JZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2382.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2382
 JZ2382_MARKER: DB = BENCH MARK DISK
 JZ2382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2382_SP_SET: CULVERT HEADWALL
 JZ2382_STAMPING: E 244 1947
 JZ2382_MARK LOGO: CGS
 JZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2382+STABILITY: SURFACE MOTION
 JZ2382
 JZ2382  HISTORY     - Date     Condition        Report By
 JZ2382  HISTORY     - 1947     MONUMENTED       CGS
 JZ2382
 JZ2382                          STATION DESCRIPTION
 JZ2382
 JZ2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2382'3.1 MI SE FROM CARTHAGE.
 JZ2382'ABOUT 3.1 MILES SOUTHEAST ALONG THE CLEVELAND, CINCINNATI,
 JZ2382'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT CARTHAGE, AT
 JZ2382'FARMERS CROSSING, IN THE NORTHEAST ANGLE OF THE CROSSING OF THE
 JZ2382'EAST-WEST PAVED ROAD, SET IN THE TOP OF THE WEST END OF THE
 JZ2382'NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE ROAD, 11 FEET
 JZ2382'NORTH OF THE CENTER LINE OF THE ROAD, 20.5 FEET EAST OF THE EAST
 JZ2382'RAIL OF THE TRACK, ABOUT LEVEL WITH THE CROSSING.  NOTE-- THIS
 JZ2382'MARK MAY BE REACHED FROM THE POST OFFICE AT ARLINGTON BY GOING
 JZ2382'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE,
 JZ2382'THENCE 2.05 MILES EAST ALONG A PAVED ROAD FROM FARMERS CROSSING AND
 JZ2382'THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2601 ***********************************************************************
 JZ2601  DESIGNATION -  E 245
 JZ2601  PID         -  JZ2601
 JZ2601  STATE/COUNTY-  IN/SHELBY
 JZ2601  COUNTRY     -  US
 JZ2601  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2601
 JZ2601                         *CURRENT SURVEY CONTROL
 JZ2601  ______________________________________________________________________
 JZ2601* NAD 83(1986) POSITION- 39 38 25.01   (N) 085 48 00.69   (W)   HD_HELD1
 JZ2601* NAVD 88 ORTHO HEIGHT -   249.544 (meters)      818.71  (feet) ADJUSTED
 JZ2601  ______________________________________________________________________
 JZ2601  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 JZ2601  DYNAMIC HEIGHT  -        249.399 (meters)      818.24  (feet) COMP
 JZ2601  MODELED GRAVITY -    980,042.0   (mgal)                       NAVD 88
 JZ2601
 JZ2601  VERT ORDER      -  SECOND    CLASS 0
 JZ2601
 JZ2601.The horizontal coordinates were determined by differentially corrected
 JZ2601.hand held GPS observations or other comparable positioning techniques
 JZ2601.and have an estimated accuracy of +/- 3 meters.
 JZ2601
 JZ2601.The orthometric height was determined by differential leveling and
 JZ2601.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2601.in June 1991.
 JZ2601
 JZ2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2601.GEOID18 height accuracy estimate available here.
 JZ2601
 JZ2601.Click photographs - Photos may exist for this station.
 JZ2601
 JZ2601.The dynamic height is computed by dividing the NAVD 88
 JZ2601.geopotential number by the normal gravity value computed on the
 JZ2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2601.degrees latitude (g = 980.6199 gals.).
 JZ2601
 JZ2601.The modeled gravity was interpolated from observed gravity values.
 JZ2601
 JZ2601;                    North         East    Units  Estimated Accuracy
 JZ2601;SPC IN E     -   487,587.4      88,538.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2601
 JZ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0295288520(NAD 83)
 JZ2601
 JZ2601                          SUPERSEDED SURVEY CONTROL
 JZ2601
 JZ2601  NGVD 29 (??/??/92)  249.655  (m)          819.08   (f) ADJ UNCH    2 0
 JZ2601
 JZ2601.Superseded values are not recommended for survey control.
 JZ2601
 JZ2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2601.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2601
 JZ2601_MARKER: DB = BENCH MARK DISK
 JZ2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2601_STAMPING: E 245 1947
 JZ2601_MARK LOGO: CGS
 JZ2601_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2601+STABILITY: SURFACE MOTION
 JZ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2601+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 JZ2601
 JZ2601  HISTORY     - Date     Condition        Report By
 JZ2601  HISTORY     - 1947     MONUMENTED       CGS
 JZ2601  HISTORY     - 1973     GOOD             NGS
 JZ2601  HISTORY     - 20220907 GOOD             INDOT
 JZ2601
 JZ2601                          STATION DESCRIPTION
 JZ2601
 JZ2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2601'5.8 MI SE FROM CARROLLTON.
 JZ2601'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2601'CHURCH AT CARROLLTON, THENCE 3.5 MILES SOUTH ALONG A COUNTY ROAD,
 JZ2601'THENCE 0.15 MILE EAST, 1.0 MILE SOUTH AND 1.0 MILE EAST ALONG
 JZ2601'GRAVEL ROADS TO THE JUNCTION WITH A ROAD LEADING NORTH AND THE
 JZ2601'SITE OF THE MARK.  THE MARK IS ON THE EAST SIDE OF THE JUNCTION,
 JZ2601'17.5 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET
 JZ2601'SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 17.5
 JZ2601'FEET NORTHWEST OF A 30-INCH OAK TREE, 9.5 FEET NORTH OF A
 JZ2601'TELEPHONE POLE, 1.2 FEET WEST OF A FENCE LINE, 2.3 FEET NORTH
 JZ2601'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW ROAD LEVEL, AND SET
 JZ2601'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2601
 JZ2601                          STATION RECOVERY (1973)
 JZ2601
 JZ2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2601'RECOVERED IN GOOD CONDITION.
 JZ2601
 JZ2601                          STATION RECOVERY (2022)
 JZ2601
 JZ2601'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2601'MONUMENT APPEARS TO HAVE BEEN STRUCK BY A OR PLOW OR SIMILAR. IT HAS
 JZ2601'PIECE BROKEN OFF OF A CORNER BUT APPEARS STABLE AND NOT TO HAVE BEEN
 JZ2601'DISPLACED. THE MARK IS JUST INSIDE THE WEST EDGE OF A CULTIVATED
 JZ2601'FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0246 ***********************************************************************
 LA0246  DESIGNATION -  E 246
 LA0246  PID         -  LA0246
 LA0246  STATE/COUNTY-  IN/RANDOLPH
 LA0246  COUNTRY     -  US
 LA0246  USGS QUAD   -  WINCHESTER (2019)
 LA0246
 LA0246                         *CURRENT SURVEY CONTROL
 LA0246  ______________________________________________________________________
 LA0246* NAD 83(1986) POSITION- 40 10 44.     (N) 084 55 09.     (W)   SCALED
 LA0246* NAVD 88 ORTHO HEIGHT -   337.558 (meters)     1107.47  (feet) ADJUSTED
 LA0246  ______________________________________________________________________
 LA0246  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LA0246  DYNAMIC HEIGHT  -        337.379 (meters)     1106.88  (feet) COMP
 LA0246  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 LA0246
 LA0246  VERT ORDER      -  SECOND    CLASS 0
 LA0246
 LA0246.The horizontal coordinates were scaled from a map and have
 LA0246.an estimated accuracy of +/- 6 seconds.
 LA0246
 LA0246.The orthometric height was determined by differential leveling and
 LA0246.adjusted by the NATIONAL GEODETIC SURVEY
 LA0246.in June 1991.
 LA0246
 LA0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0246.GEOID18 height accuracy estimate available here.
 LA0246
 LA0246.Click photographs - Photos may exist for this station.
 LA0246
 LA0246.The dynamic height is computed by dividing the NAVD 88
 LA0246.geopotential number by the normal gravity value computed on the
 LA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0246.degrees latitude (g = 980.6199 gals.).
 LA0246
 LA0246.The modeled gravity was interpolated from observed gravity values.
 LA0246
 LA0246;                    North         East    Units  Estimated Accuracy
 LA0246;SPC IN E     -   547,650.      163,660.      MT  (+/- 180 meters Scaled)
 LA0246
 LA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK771496(NAD 83)
 LA0246
 LA0246                          SUPERSEDED SURVEY CONTROL
 LA0246
 LA0246  NGVD 29 (??/??/92)  337.702  (m)         1107.94   (f) ADJ UNCH    2 0
 LA0246
 LA0246.Superseded values are not recommended for survey control.
 LA0246
 LA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0246.See file dsdata.pdf to determine how the superseded data were derived.
 LA0246
 LA0246_MARKER: DB = BENCH MARK DISK
 LA0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0246_STAMPING: E 246 1947
 LA0246_MARK LOGO: CGS
 LA0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0246+STABILITY: SURFACE MOTION
 LA0246
 LA0246  HISTORY     - Date     Condition        Report By
 LA0246  HISTORY     - 1947     MONUMENTED       CGS
 LA0246
 LA0246                          STATION DESCRIPTION
 LA0246
 LA0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0246'3 MI E FROM WINCHESTER.
 LA0246'ABOUT 2.95 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0246'ST. LOUIS RAILWAY FROM THE STATION AT WINCHESTER, AT A GRAVEL ROAD
 LA0246'CROSSING, 6 FEET NORTHEAST OF POLE 204/44, 34.5 FEET NORTH
 LA0246'OF THE NORTH RAIL, 25 FEET EAST OF THE CENTER LINE OF THE
 LA0246'GRAVEL ROAD, 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 LA0246'6 FEET EAST OF A FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN
 LA0246'WITNESS POST, ABOUT 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF
 LA0246'A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1090 ***********************************************************************
 LA1090  DESIGNATION -  E 247
 LA1090  PID         -  LA1090
 LA1090  STATE/COUNTY-  IN/JAY
 LA1090  COUNTRY     -  US
 LA1090  USGS QUAD   -  BLAINE (2019)
 LA1090
 LA1090                         *CURRENT SURVEY CONTROL
 LA1090  ______________________________________________________________________
 LA1090* NAD 83(1986) POSITION- 40 26 45.     (N) 085 02 54.     (W)   SCALED
 LA1090* NAVD 88 ORTHO HEIGHT -   272.493 (meters)      894.00  (feet) ADJUSTED
 LA1090  ______________________________________________________________________
 LA1090  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 LA1090  DYNAMIC HEIGHT  -        272.357 (meters)      893.56  (feet) COMP
 LA1090  MODELED GRAVITY -    980,118.5   (mgal)                       NAVD 88
 LA1090
 LA1090  VERT ORDER      -  SECOND    CLASS 0
 LA1090
 LA1090.The horizontal coordinates were scaled from a map and have
 LA1090.an estimated accuracy of +/- 6 seconds.
 LA1090
 LA1090.The orthometric height was determined by differential leveling and
 LA1090.adjusted by the NATIONAL GEODETIC SURVEY
 LA1090.in June 1991.
 LA1090
 LA1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1090.GEOID18 height accuracy estimate available here.
 LA1090
 LA1090.Click photographs - Photos may exist for this station.
 LA1090
 LA1090.The dynamic height is computed by dividing the NAVD 88
 LA1090.geopotential number by the normal gravity value computed on the
 LA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1090.degrees latitude (g = 980.6199 gals.).
 LA1090
 LA1090.The modeled gravity was interpolated from observed gravity values.
 LA1090
 LA1090;                    North         East    Units  Estimated Accuracy
 LA1090;SPC IN E     -   577,200.      152,460.      MT  (+/- 180 meters Scaled)
 LA1090
 LA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK655790(NAD 83)
 LA1090
 LA1090                          SUPERSEDED SURVEY CONTROL
 LA1090
 LA1090  NGVD 29 (??/??/92)  272.642  (m)          894.49   (f) ADJ UNCH    2 0
 LA1090
 LA1090.Superseded values are not recommended for survey control.
 LA1090
 LA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1090.See file dsdata.pdf to determine how the superseded data were derived.
 LA1090
 LA1090_MARKER: DB = BENCH MARK DISK
 LA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1090_STAMPING: E 247 1947
 LA1090_MARK LOGO: CGS
 LA1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1090+STABILITY: SURFACE MOTION
 LA1090
 LA1090  HISTORY     - Date     Condition        Report By
 LA1090  HISTORY     - 1947     MONUMENTED       CGS
 LA1090
 LA1090                          STATION DESCRIPTION
 LA1090
 LA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1090'4.8 MI W FROM PORTLAND.
 LA1090'ABOUT 4.75 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 LA1090'AT PORTLAND, ABOUT 0.5 MILE WEST OF A RIGHT ANGLE TURN IN THE
 LA1090'HIGHWAY AND A CROSS ROAD, IN THE NORTHWEST ANGLE OF A T JUNCTION
 LA1090'WITH A ROAD LEADING NORTH, 61 FEET NORTH OF THE CENTER LNE OF THE
 LA1090'HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LA1090'NORTH, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 33 FEET NORTH
 LA1090'OF A FENCE CORNER, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE
 LA1090'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1259 ***********************************************************************
 LA1259  DESIGNATION -  E 248
 LA1259  PID         -  LA1259
 LA1259  STATE/COUNTY-  IN/DELAWARE
 LA1259  COUNTRY     -  US
 LA1259  USGS QUAD   -  MIDDLETOWN (2019)
 LA1259
 LA1259                         *CURRENT SURVEY CONTROL
 LA1259  ______________________________________________________________________
 LA1259* NAD 83(1986) POSITION- 40 05 30.     (N) 085 29 59.     (W)   SCALED
 LA1259* NAVD 88 ORTHO HEIGHT -   297.734 (meters)      976.82  (feet) ADJUSTED
 LA1259  ______________________________________________________________________
 LA1259  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 LA1259  DYNAMIC HEIGHT  -        297.574 (meters)      976.29  (feet) COMP
 LA1259  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 LA1259
 LA1259  VERT ORDER      -  SECOND    CLASS 0
 LA1259
 LA1259.The horizontal coordinates were scaled from a map and have
 LA1259.an estimated accuracy of +/- 6 seconds.
 LA1259
 LA1259.The orthometric height was determined by differential leveling and
 LA1259.adjusted by the NATIONAL GEODETIC SURVEY
 LA1259.in June 1991.
 LA1259
 LA1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1259.GEOID18 height accuracy estimate available here.
 LA1259
 LA1259.Click photographs - Photos may exist for this station.
 LA1259
 LA1259.The dynamic height is computed by dividing the NAVD 88
 LA1259.geopotential number by the normal gravity value computed on the
 LA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1259.degrees latitude (g = 980.6199 gals.).
 LA1259
 LA1259.The modeled gravity was interpolated from observed gravity values.
 LA1259
 LA1259;                    North         East    Units  Estimated Accuracy
 LA1259;SPC IN E     -   537,710.      114,240.      MT  (+/- 180 meters Scaled)
 LA1259
 LA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278390(NAD 83)
 LA1259
 LA1259                          SUPERSEDED SURVEY CONTROL
 LA1259
 LA1259  NGVD 29 (??/??/92)  297.868  (m)          977.26   (f) ADJ UNCH    2 0
 LA1259
 LA1259.Superseded values are not recommended for survey control.
 LA1259
 LA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1259.See file dsdata.pdf to determine how the superseded data were derived.
 LA1259
 LA1259_MARKER: DB = BENCH MARK DISK
 LA1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1259_SP_SET: BUILDING
 LA1259_STAMPING: E 248 1947
 LA1259_MARK LOGO: CGS
 LA1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1259
 LA1259  HISTORY     - Date     Condition        Report By
 LA1259  HISTORY     - 1947     MONUMENTED       CGS
 LA1259
 LA1259                          STATION DESCRIPTION
 LA1259
 LA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1259'AT CROSSROADS.
 LA1259'AT CROSSROADS, ABOUT 1.05 MILE NORTH OF THE DELAWARE-HENRY
 LA1259'COUNTY LINE, ABOUT 1.55 MILE SOUTH OF STATE HIGHWAY 67, SET
 LA1259'VERTICALLY IN THE EAST WALL AND 1 FOOT NORTH OF THE SOUTHEAST
 LA1259'CORNER OF THE FIRST LUTHERAN CHURCH, 65 FEET WEST OF THE
 LA1259'CENTER LINE OF A NORTH-SOUTH ROAD, 86.5 FEET NORTH OF THE CENTER
 LA1259'LINE OF THE EAST-WEST ROAD, AND 3.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1712 ***********************************************************************
 JZ1712  DESIGNATION -  E 249
 JZ1712  PID         -  JZ1712
 JZ1712  STATE/COUNTY-  IN/HENRY
 JZ1712  COUNTRY     -  US
 JZ1712  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1712
 JZ1712                         *CURRENT SURVEY CONTROL
 JZ1712  ______________________________________________________________________
 JZ1712* NAD 83(1986) POSITION- 39 59 23.08   (N) 085 15 03.95   (W)   HD_HELD1
 JZ1712* NAVD 88 ORTHO HEIGHT -   340.741 (meters)     1117.91  (feet) ADJUSTED
 JZ1712  ______________________________________________________________________
 JZ1712  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 JZ1712  DYNAMIC HEIGHT  -        340.550 (meters)     1117.29  (feet) COMP
 JZ1712  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 JZ1712
 JZ1712  VERT ORDER      -  SECOND    CLASS 0
 JZ1712
 JZ1712.The horizontal coordinates were determined by differentially corrected
 JZ1712.hand held GPS observations or other comparable positioning techniques
 JZ1712.and have an estimated accuracy of +/- 3 meters.
 JZ1712
 JZ1712.The orthometric height was determined by differential leveling and
 JZ1712.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1712.in June 1991.
 JZ1712
 JZ1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1712.GEOID18 height accuracy estimate available here.
 JZ1712
 JZ1712.Click photographs - Photos may exist for this station.
 JZ1712
 JZ1712.The dynamic height is computed by dividing the NAVD 88
 JZ1712.geopotential number by the normal gravity value computed on the
 JZ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1712.degrees latitude (g = 980.6199 gals.).
 JZ1712
 JZ1712.The modeled gravity was interpolated from observed gravity values.
 JZ1712
 JZ1712;                    North         East    Units  Estimated Accuracy
 JZ1712;SPC IN E     -   526,461.7     135,491.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1712
 JZ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4931228083(NAD 83)
 JZ1712
 JZ1712                          SUPERSEDED SURVEY CONTROL
 JZ1712
 JZ1712  NGVD 29 (??/??/92)  340.873  (m)         1118.35   (f) ADJ UNCH    2 0
 JZ1712
 JZ1712.Superseded values are not recommended for survey control.
 JZ1712
 JZ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1712.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1712
 JZ1712_MARKER: DB = BENCH MARK DISK
 JZ1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1712_STAMPING: E 249 1947
 JZ1712_MARK LOGO: CGS
 JZ1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1712+STABILITY: SURFACE MOTION
 JZ1712
 JZ1712  HISTORY     - Date     Condition        Report By
 JZ1712  HISTORY     - 1947     MONUMENTED       CGS
 JZ1712
 JZ1712                          STATION DESCRIPTION
 JZ1712
 JZ1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1712'0.3 MI S FROM MOORELAND.
 JZ1712'ABOUT 0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1712'AT MOORELAND, AT THE JUNCTION WITH A GRAVEL ROAD LEADING WEST,
 JZ1712'28 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, ABOUT
 JZ1712'2 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 JZ1712'WEST, 2.5 FEET SOUTH OF A T FENCE CORNER, 1 FOOT WEST OF A
 JZ1712'WIRE FENCE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1712'1 1/2 FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ1712'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0311 ***********************************************************************
 ME0311  DESIGNATION -  E 25
 ME0311  PID         -  ME0311
 ME0311  STATE/COUNTY-  IN/MARSHALL
 ME0311  COUNTRY     -  US
 ME0311  USGS QUAD   -  DONALDSON (2019)
 ME0311
 ME0311                         *CURRENT SURVEY CONTROL
 ME0311  ______________________________________________________________________
 ME0311* NAD 83(1986) POSITION- 41 15 07.     (N) 086 23 07.     (W)   SCALED
 ME0311* NAVD 88 ORTHO HEIGHT -   237.331 (meters)      778.64  (feet) ADJUSTED
 ME0311  ______________________________________________________________________
 ME0311  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 ME0311  DYNAMIC HEIGHT  -        237.231 (meters)      778.32  (feet) COMP
 ME0311  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 ME0311
 ME0311  VERT ORDER      -  SECOND    CLASS 0
 ME0311
 ME0311.The horizontal coordinates were scaled from a map and have
 ME0311.an estimated accuracy of +/- 6 seconds.
 ME0311
 ME0311.The orthometric height was determined by differential leveling and
 ME0311.adjusted by the NATIONAL GEODETIC SURVEY
 ME0311.in June 1991.
 ME0311
 ME0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0311.GEOID18 height accuracy estimate available here.
 ME0311
 ME0311.Click photographs - Photos may exist for this station.
 ME0311
 ME0311.The dynamic height is computed by dividing the NAVD 88
 ME0311.geopotential number by the normal gravity value computed on the
 ME0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0311.degrees latitude (g = 980.6199 gals.).
 ME0311
 ME0311.The modeled gravity was interpolated from observed gravity values.
 ME0311
 ME0311;                    North         East    Units  Estimated Accuracy
 ME0311;SPC IN E     -   666,790.       39,770.      MT  (+/- 180 meters Scaled)
 ME0311
 ME0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL515669(NAD 83)
 ME0311
 ME0311                          SUPERSEDED SURVEY CONTROL
 ME0311
 ME0311  NGVD 29 (??/??/92)  237.445  (m)          779.02   (f) ADJ UNCH    2 0
 ME0311
 ME0311.Superseded values are not recommended for survey control.
 ME0311
 ME0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0311.See file dsdata.pdf to determine how the superseded data were derived.
 ME0311
 ME0311_MARKER: DB = BENCH MARK DISK
 ME0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0311_STAMPING: E 25 1934
 ME0311_MARK LOGO: CGS
 ME0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0311+STABILITY: SURFACE MOTION
 ME0311
 ME0311  HISTORY     - Date     Condition        Report By
 ME0311  HISTORY     - 1934     MONUMENTED       CGS
 ME0311  HISTORY     - 1959     MARK NOT FOUND   SCS
 ME0311
 ME0311                          STATION DESCRIPTION
 ME0311
 ME0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0311'AT HIBBARD.
 ME0311'AT HIBBARD, MARSHALL COUNTY, ON THE SOUTH BEND-LOGANSPORT LINE
 ME0311'OF THE PENNSYLVANIA RAILROAD, 30 YARDS NORTHWEST OF THE POST
 ME0311'OFFICE, 28 YARDS NORTH OF THE NORTH END OF THE RAILROAD STATION,
 ME0311'IN THE NORTHWEST ANGLE OF A DIRT ROAD CROSSING, 14 YARDS NORTH OF
 ME0311'THE CENTERLINE OF THE ROAD, AND 8 YARDS WEST OF THE WEST RAIL.  A
 ME0311'STANDARD DISK, STAMPED E 25 1934 AND SET IN THE TOP OF A CONCRETE
 ME0311'POST PROJECTING 6 INCHES ABOVE GROUND.
 ME0311
 ME0311                          STATION RECOVERY (1959)
 ME0311
 ME0311'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1959
 ME0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1007 ***********************************************************************
 LA1007  DESIGNATION -  E 250
 LA1007  PID         -  LA1007
 LA1007  STATE/COUNTY-  IN/DELAWARE
 LA1007  COUNTRY     -  US
 LA1007  USGS QUAD   -  MUNCIE EAST (2019)
 LA1007
 LA1007                         *CURRENT SURVEY CONTROL
 LA1007  ______________________________________________________________________
 LA1007* NAD 83(1986) POSITION- 40 10 31.     (N) 085 18 40.     (W)   SCALED
 LA1007* NAVD 88 ORTHO HEIGHT -   301.153 (meters)      988.03  (feet) ADJUSTED
 LA1007  ______________________________________________________________________
 LA1007  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 LA1007  DYNAMIC HEIGHT  -        300.992 (meters)      987.50  (feet) COMP
 LA1007  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 LA1007
 LA1007  VERT ORDER      -  SECOND    CLASS 0
 LA1007
 LA1007.The horizontal coordinates were scaled from a map and have
 LA1007.an estimated accuracy of +/- 6 seconds.
 LA1007
 LA1007.The orthometric height was determined by differential leveling and
 LA1007.adjusted by the NATIONAL GEODETIC SURVEY
 LA1007.in June 1991.
 LA1007
 LA1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1007.GEOID18 height accuracy estimate available here.
 LA1007
 LA1007.Click photographs - Photos may exist for this station.
 LA1007
 LA1007.The dynamic height is computed by dividing the NAVD 88
 LA1007.geopotential number by the normal gravity value computed on the
 LA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1007.degrees latitude (g = 980.6199 gals.).
 LA1007
 LA1007.The modeled gravity was interpolated from observed gravity values.
 LA1007
 LA1007;                    North         East    Units  Estimated Accuracy
 LA1007;SPC IN E     -   547,040.      130,280.      MT  (+/- 180 meters Scaled)
 LA1007
 LA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK437485(NAD 83)
 LA1007
 LA1007                          SUPERSEDED SURVEY CONTROL
 LA1007
 LA1007  NGVD 29 (??/??/92)  301.289  (m)          988.48   (f) ADJ UNCH    2 0
 LA1007
 LA1007.Superseded values are not recommended for survey control.
 LA1007
 LA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1007.See file dsdata.pdf to determine how the superseded data were derived.
 LA1007
 LA1007_MARKER: DB = BENCH MARK DISK
 LA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1007_STAMPING: E 250 1947
 LA1007_MARK LOGO: CGS
 LA1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1007+STABILITY: SURFACE MOTION
 LA1007
 LA1007  HISTORY     - Date     Condition        Report By
 LA1007  HISTORY     - 1947     MONUMENTED       CGS
 LA1007
 LA1007                          STATION DESCRIPTION
 LA1007
 LA1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1007'3.4 MI SW FROM SELMA.
 LA1007'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL
 LA1007'AT SELMA, THENCE ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD,
 LA1007'ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 LA1007'WEST, AT THE T JUNCTION OF A BLACK TOP ROAD EAST, 161 FEET NORTH
 LA1007'OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 15 FEET WEST OF
 LA1007'THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF A POWER POLE
 LA1007'NO. DE 78/9, 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A
 LA1007'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND
 LA1007'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1705 ***********************************************************************
 JZ1705  DESIGNATION -  E 251
 JZ1705  PID         -  JZ1705
 JZ1705  STATE/COUNTY-  IN/HENRY
 JZ1705  COUNTRY     -  US
 JZ1705  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1705
 JZ1705                         *CURRENT SURVEY CONTROL
 JZ1705  ______________________________________________________________________
 JZ1705* NAD 83(1986) POSITION- 39 57 39.     (N) 085 23 32.     (W)   SCALED
 JZ1705* NAVD 88 ORTHO HEIGHT -   325.393 (meters)     1067.56  (feet) ADJUSTED
 JZ1705  ______________________________________________________________________
 JZ1705  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JZ1705  DYNAMIC HEIGHT  -        325.213 (meters)     1066.97  (feet) COMP
 JZ1705  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JZ1705
 JZ1705  VERT ORDER      -  SECOND    CLASS 0
 JZ1705
 JZ1705.The horizontal coordinates were scaled from a map and have
 JZ1705.an estimated accuracy of +/- 6 seconds.
 JZ1705
 JZ1705.The orthometric height was determined by differential leveling and
 JZ1705.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1705.in June 1991.
 JZ1705
 JZ1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1705.GEOID18 height accuracy estimate available here.
 JZ1705
 JZ1705.Click photographs - Photos may exist for this station.
 JZ1705
 JZ1705.The dynamic height is computed by dividing the NAVD 88
 JZ1705.geopotential number by the normal gravity value computed on the
 JZ1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1705.degrees latitude (g = 980.6199 gals.).
 JZ1705
 JZ1705.The modeled gravity was interpolated from observed gravity values.
 JZ1705
 JZ1705;                    North         East    Units  Estimated Accuracy
 JZ1705;SPC IN E     -   523,210.      123,450.      MT  (+/- 180 meters Scaled)
 JZ1705
 JZ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK373246(NAD 83)
 JZ1705
 JZ1705                          SUPERSEDED SURVEY CONTROL
 JZ1705
 JZ1705  NGVD 29 (??/??/92)  325.523  (m)         1067.99   (f) ADJ UNCH    2 0
 JZ1705
 JZ1705.Superseded values are not recommended for survey control.
 JZ1705
 JZ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1705.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1705
 JZ1705_MARKER: DB = BENCH MARK DISK
 JZ1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1705_STAMPING: E 251 1947
 JZ1705_MARK LOGO: CGS
 JZ1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1705+STABILITY: SURFACE MOTION
 JZ1705
 JZ1705  HISTORY     - Date     Condition        Report By
 JZ1705  HISTORY     - 1947     MONUMENTED       CGS
 JZ1705
 JZ1705                          STATION DESCRIPTION
 JZ1705
 JZ1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1705'2.4 MI NW FROM NEW CASTLE.
 JZ1705'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 JZ1705'OF STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 0.4 MILE WEST
 JZ1705'ALONG A GRAVEL ROAD, AT THE NORTH SIDE OF THE WESTERN AIRPORT,
 JZ1705'18 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 210 FEET
 JZ1705'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL TIN OFFICE BUILDING,
 JZ1705'4 FEET SOUTHEAST OF POWER POLE NO. 812/1142, 1.5 FEET SOUTH OF A
 JZ1705'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1705'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1626 ***********************************************************************
 JZ1626  DESIGNATION -  E 252
 JZ1626  PID         -  JZ1626
 JZ1626  STATE/COUNTY-  IN/RUSH
 JZ1626  COUNTRY     -  US
 JZ1626  USGS QUAD   -  MAYS (2019)
 JZ1626
 JZ1626                         *CURRENT SURVEY CONTROL
 JZ1626  ______________________________________________________________________
 JZ1626* NAD 83(1986) POSITION- 39 41 59.     (N) 085 26 26.     (W)   SCALED
 JZ1626* NAVD 88 ORTHO HEIGHT -   304.968 (meters)     1000.55  (feet) ADJUSTED
 JZ1626  ______________________________________________________________________
 JZ1626  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 JZ1626  DYNAMIC HEIGHT  -        304.789 (meters)      999.96  (feet) COMP
 JZ1626  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 JZ1626
 JZ1626  VERT ORDER      -  SECOND    CLASS 0
 JZ1626
 JZ1626.The horizontal coordinates were scaled from a map and have
 JZ1626.an estimated accuracy of +/- 6 seconds.
 JZ1626
 JZ1626.The orthometric height was determined by differential leveling and
 JZ1626.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1626.in June 1991.
 JZ1626
 JZ1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1626.GEOID18 height accuracy estimate available here.
 JZ1626
 JZ1626.Click photographs - Photos may exist for this station.
 JZ1626
 JZ1626.The dynamic height is computed by dividing the NAVD 88
 JZ1626.geopotential number by the normal gravity value computed on the
 JZ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1626.degrees latitude (g = 980.6199 gals.).
 JZ1626
 JZ1626.The modeled gravity was interpolated from observed gravity values.
 JZ1626
 JZ1626;                    North         East    Units  Estimated Accuracy
 JZ1626;SPC IN E     -   494,200.      119,390.      MT  (+/- 180 meters Scaled)
 JZ1626
 JZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336955(NAD 83)
 JZ1626
 JZ1626                          SUPERSEDED SURVEY CONTROL
 JZ1626
 JZ1626  NGVD 29 (??/??/92)  305.097  (m)         1000.97   (f) ADJ UNCH    2 0
 JZ1626
 JZ1626.Superseded values are not recommended for survey control.
 JZ1626
 JZ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1626.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1626
 JZ1626_MARKER: DB = BENCH MARK DISK
 JZ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1626_STAMPING: E 252 1947
 JZ1626_MARK LOGO: CGS
 JZ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1626+STABILITY: SURFACE MOTION
 JZ1626
 JZ1626  HISTORY     - Date     Condition        Report By
 JZ1626  HISTORY     - 1947     MONUMENTED       CGS
 JZ1626
 JZ1626                          STATION DESCRIPTION
 JZ1626
 JZ1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1626'6.6 MI N FROM RUSHVILLE.
 JZ1626'ABOUT 6.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT
 JZ1626'HOUSE AT RUSHVILLE, IN THE NORTHEAST QUARTER OF A CROSSROAD, 52
 JZ1626'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF
 JZ1626'THE CENTER LINE OF THE CROSSROAD LEADING EAST TO SEXTON, 49
 JZ1626'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 19 FEET
 JZ1626'NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET NORTHWEST OF A
 JZ1626'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 JZ1626'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1546 ***********************************************************************
 JZ1546  DESIGNATION -  E 253
 JZ1546  PID         -  JZ1546
 JZ1546  STATE/COUNTY-  IN/RUSH
 JZ1546  COUNTRY     -  US
 JZ1546  USGS QUAD   -  MAYS (2019)
 JZ1546
 JZ1546                         *CURRENT SURVEY CONTROL
 JZ1546  ______________________________________________________________________
 JZ1546* NAD 83(1986) POSITION- 39 41 59.     (N) 085 24 37.     (W)   SCALED
 JZ1546* NAVD 88 ORTHO HEIGHT -   307.270 (meters)     1008.10  (feet) ADJUSTED
 JZ1546  ______________________________________________________________________
 JZ1546  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 JZ1546  DYNAMIC HEIGHT  -        307.089 (meters)     1007.51  (feet) COMP
 JZ1546  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 JZ1546
 JZ1546  VERT ORDER      -  SECOND    CLASS 0
 JZ1546
 JZ1546.The horizontal coordinates were scaled from a map and have
 JZ1546.an estimated accuracy of +/- 6 seconds.
 JZ1546
 JZ1546.The orthometric height was determined by differential leveling and
 JZ1546.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1546.in June 1991.
 JZ1546
 JZ1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1546.GEOID18 height accuracy estimate available here.
 JZ1546
 JZ1546.Click photographs - Photos may exist for this station.
 JZ1546
 JZ1546.The dynamic height is computed by dividing the NAVD 88
 JZ1546.geopotential number by the normal gravity value computed on the
 JZ1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1546.degrees latitude (g = 980.6199 gals.).
 JZ1546
 JZ1546.The modeled gravity was interpolated from observed gravity values.
 JZ1546
 JZ1546;                    North         East    Units  Estimated Accuracy
 JZ1546;SPC IN E     -   494,210.      121,990.      MT  (+/- 180 meters Scaled)
 JZ1546
 JZ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ362956(NAD 83)
 JZ1546
 JZ1546                          SUPERSEDED SURVEY CONTROL
 JZ1546
 JZ1546  NGVD 29 (??/??/92)  307.399  (m)         1008.52   (f) ADJ UNCH    2 0
 JZ1546
 JZ1546.Superseded values are not recommended for survey control.
 JZ1546
 JZ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1546.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1546
 JZ1546_MARKER: DB = BENCH MARK DISK
 JZ1546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1546_SP_SET: CULVERT HEADWALL
 JZ1546_STAMPING: E 253 1947
 JZ1546_MARK LOGO: CGS
 JZ1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1546+STABILITY: SURFACE MOTION
 JZ1546
 JZ1546  HISTORY     - Date     Condition        Report By
 JZ1546  HISTORY     - 1947     MONUMENTED       CGS
 JZ1546
 JZ1546                          STATION DESCRIPTION
 JZ1546
 JZ1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1546'1.3 MI E FROM SEXTON.
 JZ1546'ABOUT 1.3 MILE EAST ALONG A GRAVEL ROAD FROM THE NEW YORK, CHICAGO
 JZ1546'AND ST. LOUIS RAILROAD CROSSING AT SEXTON, IN THE SOUTHWEST QUARTER
 JZ1546'OF THE INTERSECTION WITH A NORTH-SOUTH PAVED ROAD, 12 FEET
 JZ1546'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 54 FEET WEST
 JZ1546'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, IN THE TOP OF THE
 JZ1546'WEST END OF THE SOUTH CONCRETE HEADWALL OF A 12-INCH PIPE
 JZ1546'CULVERT AND ABOUT ONE-HALF FOOT BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1524 ***********************************************************************
 JZ1524  DESIGNATION -  E 254
 JZ1524  PID         -  JZ1524
 JZ1524  STATE/COUNTY-  IN/HENRY
 JZ1524  COUNTRY     -  US
 JZ1524  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1524
 JZ1524                         *CURRENT SURVEY CONTROL
 JZ1524  ______________________________________________________________________
 JZ1524* NAD 83(1986) POSITION- 39 48 40.     (N) 085 14 34.     (W)   SCALED
 JZ1524* NAVD 88 ORTHO HEIGHT -   319.739 (meters)     1049.01  (feet) ADJUSTED
 JZ1524  ______________________________________________________________________
 JZ1524  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 JZ1524  DYNAMIC HEIGHT  -        319.554 (meters)     1048.40  (feet) COMP
 JZ1524  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 JZ1524
 JZ1524  VERT ORDER      -  SECOND    CLASS 0
 JZ1524
 JZ1524.The horizontal coordinates were scaled from a map and have
 JZ1524.an estimated accuracy of +/- 6 seconds.
 JZ1524
 JZ1524.The orthometric height was determined by differential leveling and
 JZ1524.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1524.in June 1991.
 JZ1524
 JZ1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1524.GEOID18 height accuracy estimate available here.
 JZ1524
 JZ1524.Click photographs - Photos may exist for this station.
 JZ1524
 JZ1524.The dynamic height is computed by dividing the NAVD 88
 JZ1524.geopotential number by the normal gravity value computed on the
 JZ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1524.degrees latitude (g = 980.6199 gals.).
 JZ1524
 JZ1524.The modeled gravity was interpolated from observed gravity values.
 JZ1524
 JZ1524;                    North         East    Units  Estimated Accuracy
 JZ1524;SPC IN E     -   506,630.      136,300.      MT  (+/- 180 meters Scaled)
 JZ1524
 JZ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK504082(NAD 83)
 JZ1524
 JZ1524                          SUPERSEDED SURVEY CONTROL
 JZ1524
 JZ1524  NGVD 29 (??/??/92)  319.873  (m)         1049.45   (f) ADJ UNCH    2 0
 JZ1524
 JZ1524.Superseded values are not recommended for survey control.
 JZ1524
 JZ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1524.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1524
 JZ1524_MARKER: DB = BENCH MARK DISK
 JZ1524_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1524_SP_SET: BOX CULVERT HEADWALL
 JZ1524_STAMPING: E 254 1947
 JZ1524_MARK LOGO: CGS
 JZ1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1524+STABILITY: SURFACE MOTION
 JZ1524
 JZ1524  HISTORY     - Date     Condition        Report By
 JZ1524  HISTORY     - 1947     MONUMENTED       CGS
 JZ1524
 JZ1524                          STATION DESCRIPTION
 JZ1524
 JZ1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1524'2.6 MI E FROM STRAUGHN.
 JZ1524'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE CROSSROADS
 JZ1524'AT STRAUGHN, ABOUT 80 YARDS EAST OF THE JUNCTION WITH A ROAD
 JZ1524'LEADING SOUTH TO BENTONVILLE, IN THE TOP OF THE WEST END OF THE
 JZ1524'NORTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT NUMBER 59, 29.5
 JZ1524'FEET NORTH OF THE CENTER LINE OF THE NORTH LANE OF THE HIGHWAY
 JZ1524'AND ABOUT 1 1/2 FEET BELOW HIGHWAY LEVEL.  NOTE-- THIS MARK IS
 JZ1524'ABOUT 1.8 MILE WEST ALONG HIGHWAY 40 FROM THE TOWN HALL AT DUBLIN,
 JZ1524'WAYNE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1584 ***********************************************************************
 JZ1584  DESIGNATION -  E 255
 JZ1584  PID         -  JZ1584
 JZ1584  STATE/COUNTY-  IN/WAYNE
 JZ1584  COUNTRY     -  US
 JZ1584  USGS QUAD   -  JACKSONBURG (2019)
 JZ1584
 JZ1584                         *CURRENT SURVEY CONTROL
 JZ1584  ______________________________________________________________________
 JZ1584* NAD 83(1986) POSITION- 39 48 06.     (N) 085 02 19.     (W)   SCALED
 JZ1584* NAVD 88 ORTHO HEIGHT -   303.862 (meters)      996.92  (feet) ADJUSTED
 JZ1584  ______________________________________________________________________
 JZ1584  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 JZ1584  DYNAMIC HEIGHT  -        303.685 (meters)      996.34  (feet) COMP
 JZ1584  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 JZ1584
 JZ1584  VERT ORDER      -  SECOND    CLASS 0
 JZ1584
 JZ1584.The horizontal coordinates were scaled from a map and have
 JZ1584.an estimated accuracy of +/- 6 seconds.
 JZ1584
 JZ1584.The orthometric height was determined by differential leveling and
 JZ1584.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1584.in June 1991.
 JZ1584
 JZ1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1584.GEOID18 height accuracy estimate available here.
 JZ1584
 JZ1584.Click photographs - Photos may exist for this station.
 JZ1584
 JZ1584.The dynamic height is computed by dividing the NAVD 88
 JZ1584.geopotential number by the normal gravity value computed on the
 JZ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1584.degrees latitude (g = 980.6199 gals.).
 JZ1584
 JZ1584.The modeled gravity was interpolated from observed gravity values.
 JZ1584
 JZ1584;                    North         East    Units  Estimated Accuracy
 JZ1584;SPC IN E     -   505,690.      153,790.      MT  (+/- 180 meters Scaled)
 JZ1584
 JZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK679075(NAD 83)
 JZ1584
 JZ1584                          SUPERSEDED SURVEY CONTROL
 JZ1584
 JZ1584  NGVD 29 (??/??/92)  304.001  (m)          997.38   (f) ADJ UNCH    2 0
 JZ1584
 JZ1584.Superseded values are not recommended for survey control.
 JZ1584
 JZ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1584.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1584
 JZ1584_MARKER: DB = BENCH MARK DISK
 JZ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1584_STAMPING: E 255 1947
 JZ1584_MARK LOGO: CGS
 JZ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1584+STABILITY: SURFACE MOTION
 JZ1584
 JZ1584  HISTORY     - Date     Condition        Report By
 JZ1584  HISTORY     - 1947     MONUMENTED       CGS
 JZ1584
 JZ1584                          STATION DESCRIPTION
 JZ1584
 JZ1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1584'4.7 MI SE FROM PENNVILLE.
 JZ1584'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JZ1584'THE JACKSONBURG ROAD AT PENNVILLE, THENCE 0.75 MILE SOUTH, 0.75
 JZ1584'MILE EAST AND 0.2 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.15
 JZ1584'MILE NORTH OF A LARGE 2-STORY WHITE FARM HOUSE ON THE WEST SIDE
 JZ1584'OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 JZ1584'SOUTH OF A T FENCE CORNER WITH A GATE IN EACH OF THE THREE FENCE
 JZ1584'LINES, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1584'1 1/2 FEET WEST OF A FENCE LINE, LEVEL WITH THE ROAD AND SET
 JZ1584'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0935 ***********************************************************************
 ME0935  DESIGNATION -  E 256
 ME0935  PID         -  ME0935
 ME0935  STATE/COUNTY-  IN/LAKE
 ME0935  COUNTRY     -  US
 ME0935  USGS QUAD   -  HIGHLAND (2019)
 ME0935
 ME0935                         *CURRENT SURVEY CONTROL
 ME0935  ______________________________________________________________________
 ME0935* NAD 83(1986) POSITION- 41 30 40.     (N) 087 22 47.     (W)   SCALED
 ME0935* NAVD 88 ORTHO HEIGHT -   192.172 (meters)      630.48  (feet) ADJUSTED
 ME0935  ______________________________________________________________________
 ME0935  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 ME0935  DYNAMIC HEIGHT  -        192.098 (meters)      630.24  (feet) COMP
 ME0935  MODELED GRAVITY -    980,232.0   (mgal)                       NAVD 88
 ME0935
 ME0935  VERT ORDER      -  SECOND    CLASS 0
 ME0935
 ME0935.The horizontal coordinates were scaled from a map and have
 ME0935.an estimated accuracy of +/- 6 seconds.
 ME0935
 ME0935.The orthometric height was determined by differential leveling and
 ME0935.adjusted by the NATIONAL GEODETIC SURVEY
 ME0935.in June 1991.
 ME0935
 ME0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0935.GEOID18 height accuracy estimate available here.
 ME0935
 ME0935.Click photographs - Photos may exist for this station.
 ME0935
 ME0935.The dynamic height is computed by dividing the NAVD 88
 ME0935.geopotential number by the normal gravity value computed on the
 ME0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0935.degrees latitude (g = 980.6199 gals.).
 ME0935
 ME0935.The modeled gravity was interpolated from observed gravity values.
 ME0935
 ME0935;                    North         East    Units  Estimated Accuracy
 ME0935;SPC IN W     -   695,360.      875,260.      MT  (+/- 180 meters Scaled)
 ME0935
 ME0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL683955(NAD 83)
 ME0935
 ME0935                          SUPERSEDED SURVEY CONTROL
 ME0935
 ME0935  NGVD 29 (??/??/92)  192.269  (m)          630.80   (f) ADJ UNCH    2 0
 ME0935
 ME0935.Superseded values are not recommended for survey control.
 ME0935
 ME0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0935.See file dsdata.pdf to determine how the superseded data were derived.
 ME0935
 ME0935_MARKER: DB = BENCH MARK DISK
 ME0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0935_STAMPING: E 256 1947
 ME0935_MARK LOGO: CGS
 ME0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0935+STABILITY: SURFACE MOTION
 ME0935
 ME0935  HISTORY     - Date     Condition        Report By
 ME0935  HISTORY     - 1947     MONUMENTED       CGS
 ME0935  HISTORY     - 1980     GOOD             LOCSUR
 ME0935  HISTORY     - 20070826 POOR             GEOCAC
 ME0935
 ME0935                          STATION DESCRIPTION
 ME0935
 ME0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0935'4.8 MI SW FROM GARY.
 ME0935'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE INTERSECTION
 ME0935'OF U.S. HIGHWAY 6 AT GARY, THENCE ABOUT 2.5 MILES WEST ALONG
 ME0935'A BLACK TOP ROAD, ABOUT 0.75 MILE EAST OF THE CROSSING OF THE
 ME0935'GRAND TRUNK WESTERN RAILWAY, SET IN THE SOUTHWEST ANGLE OF THE
 ME0935'JUNCTION OF A NORTH-SOUTH BLACK TOP ROAD, IN THE NORTHEAST
 ME0935'CORNER OF DAVIS FLORAL GARDENS, 27 FEET SOUTH OF THE CENTER
 ME0935'LINE OF THE ROAD WEST, 28 FEET WEST OF THE CENTER LINE OF THE
 ME0935'NORTH-SOUTH ROAD, 11 FEET SOUTHWEST OF POWER POLE NO. 167/239,
 ME0935'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME0935'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME0935'NOTE-- MARK MAY BE REACHED FROM THE CHESAPEAKE AND OHIO RAILWAY
 ME0935'STATION AT GRIFFITH BY GOING ABOUT 1.0 MILE SOUTHEAST ALONG THE
 ME0935'RAILWAY, THENCE ABOUT 1.55 MILES EAST ALONG A BLACK TOP ROAD.
 ME0935
 ME0935                          STATION RECOVERY (1980)
 ME0935
 ME0935'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 ME0935'RECOVERED IN GOOD CONDITION.
 ME0935
 ME0935                          STATION RECOVERY (2007)
 ME0935
 ME0935'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0935'CONCRETE POST IS LEANING TO THE SOUTH
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2302 ***********************************************************************
 JZ2302  DESIGNATION -  E 257
 JZ2302  PID         -  JZ2302
 JZ2302  STATE/COUNTY-  IN/RUSH
 JZ2302  COUNTRY     -  US
 JZ2302  USGS QUAD   -  ADAMS (2019)
 JZ2302
 JZ2302                         *CURRENT SURVEY CONTROL
 JZ2302  ______________________________________________________________________
 JZ2302* NAD 83(1986) POSITION- 39 29 47.84   (N) 085 34 08.51   (W)   HD_HELD1
 JZ2302* NAVD 88 ORTHO HEIGHT -   285.494 (meters)      936.66  (feet) ADJUSTED
 JZ2302  ______________________________________________________________________
 JZ2302  GEOID HEIGHT    -        -34.068 (meters)                     GEOID18
 JZ2302  DYNAMIC HEIGHT  -        285.321 (meters)      936.09  (feet) COMP
 JZ2302  MODELED GRAVITY -    980,016.0   (mgal)                       NAVD 88
 JZ2302
 JZ2302  VERT ORDER      -  SECOND    CLASS 0
 JZ2302
 JZ2302.The horizontal coordinates were determined by differentially corrected
 JZ2302.hand held GPS observations or other comparable positioning techniques
 JZ2302.and have an estimated accuracy of +/- 3 meters.
 JZ2302
 JZ2302.The orthometric height was determined by differential leveling and
 JZ2302.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2302.in June 1991.
 JZ2302
 JZ2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2302.GEOID18 height accuracy estimate available here.
 JZ2302
 JZ2302.Click photographs - Photos may exist for this station.
 JZ2302
 JZ2302.The dynamic height is computed by dividing the NAVD 88
 JZ2302.geopotential number by the normal gravity value computed on the
 JZ2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2302.degrees latitude (g = 980.6199 gals.).
 JZ2302
 JZ2302.The modeled gravity was interpolated from observed gravity values.
 JZ2302
 JZ2302;                    North         East    Units  Estimated Accuracy
 JZ2302;SPC IN E     -   471,634.1     108,398.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2302
 JZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2304172867(NAD 83)
 JZ2302
 JZ2302                          SUPERSEDED SURVEY CONTROL
 JZ2302
 JZ2302  NGVD 29 (??/??/92)  285.616  (m)          937.06   (f) ADJ UNCH    2 0
 JZ2302
 JZ2302.Superseded values are not recommended for survey control.
 JZ2302
 JZ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2302.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2302
 JZ2302_MARKER: DB = BENCH MARK DISK
 JZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2302_STAMPING: E 257 1947
 JZ2302_MARK LOGO: CGS
 JZ2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2302+STABILITY: SURFACE MOTION
 JZ2302
 JZ2302  HISTORY     - Date     Condition        Report By
 JZ2302  HISTORY     - 1947     MONUMENTED       CGS
 JZ2302
 JZ2302                          STATION DESCRIPTION
 JZ2302
 JZ2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2302'5.4 MI W FROM MILROY.
 JZ2302'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ2302'NATIONAL BANK AT MILROY, ABOUT 0.25 MILE WEST OF THE INTERSECTION
 JZ2302'OF A NORTH-SOUTH BLACK TOP ROAD, 168 FEET SOUTHEAST AND ACROSS
 JZ2302'THE HIGHWAY FROM THE SOUTHEAST CORNER OF THE WEST ONE OF TWO
 JZ2302'ONE-STORY FARM HOUSES, 140 FEET SOUTH-SOUTHWEST AND ACROSS
 JZ2302'THE HIGHWAY FROM THE EAST ONE OF THE TWO HOUSES, 19 FEET SOUTH
 JZ2302'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A POWER
 JZ2302'POLE WITH A TRANSFORMER AND IN LINE WITH THE ROW OF POLES,
 JZ2302'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2302'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ2302'INCHES.  MARK MAY BE REACHED FROM HOMER, RUSH COUNTY BY GOING
 JZ2302'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 JZ2302'THE ARLINGTON ROAD, THENCE ABOUT 5.6 MILES SOUTH ALONG A GRAVEL
 JZ2302'ROAD, THENCE ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 244.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1739 ***********************************************************************
 JZ1739  DESIGNATION -  E 258
 JZ1739  PID         -  JZ1739
 JZ1739  STATE/COUNTY-  IN/RUSH
 JZ1739  COUNTRY     -  US
 JZ1739  USGS QUAD   -  RUSHVILLE (2019)
 JZ1739
 JZ1739                         *CURRENT SURVEY CONTROL
 JZ1739  ______________________________________________________________________
 JZ1739* NAD 83(1986) POSITION- 39 35 33.     (N) 085 25 51.     (W)   SCALED
 JZ1739* NAVD 88 ORTHO HEIGHT -   302.984 (meters)      994.04  (feet) ADJUSTED
 JZ1739  ______________________________________________________________________
 JZ1739  GEOID HEIGHT    -        -34.047 (meters)                     GEOID18
 JZ1739  DYNAMIC HEIGHT  -        302.802 (meters)      993.44  (feet) COMP
 JZ1739  MODELED GRAVITY -    980,018.1   (mgal)                       NAVD 88
 JZ1739
 JZ1739  VERT ORDER      -  SECOND    CLASS 0
 JZ1739
 JZ1739.The horizontal coordinates were scaled from a map and have
 JZ1739.an estimated accuracy of +/- 6 seconds.
 JZ1739
 JZ1739.The orthometric height was determined by differential leveling and
 JZ1739.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1739.in June 1991.
 JZ1739
 JZ1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1739.GEOID18 height accuracy estimate available here.
 JZ1739
 JZ1739.Click photographs - Photos may exist for this station.
 JZ1739
 JZ1739.The dynamic height is computed by dividing the NAVD 88
 JZ1739.geopotential number by the normal gravity value computed on the
 JZ1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1739.degrees latitude (g = 980.6199 gals.).
 JZ1739
 JZ1739.The modeled gravity was interpolated from observed gravity values.
 JZ1739
 JZ1739;                    North         East    Units  Estimated Accuracy
 JZ1739;SPC IN E     -   482,300.      120,260.      MT  (+/- 180 meters Scaled)
 JZ1739
 JZ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ347837(NAD 83)
 JZ1739
 JZ1739                          SUPERSEDED SURVEY CONTROL
 JZ1739
 JZ1739  NGVD 29 (??/??/92)  303.110  (m)          994.45   (f) ADJ UNCH    2 0
 JZ1739
 JZ1739.Superseded values are not recommended for survey control.
 JZ1739
 JZ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1739.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1739
 JZ1739_MARKER: DB = BENCH MARK DISK
 JZ1739_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1739_SP_SET: BOX CULVERT HEADWALL
 JZ1739_STAMPING: E 258 1947
 JZ1739_MARK LOGO: CGS
 JZ1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1739+STABILITY: SURFACE MOTION
 JZ1739
 JZ1739  HISTORY     - Date     Condition        Report By
 JZ1739  HISTORY     - 1947     MONUMENTED       CGS
 JZ1739
 JZ1739                          STATION DESCRIPTION
 JZ1739
 JZ1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1739'1.4 MI SE FROM RUSHVILLE.
 JZ1739'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COURT
 JZ1739'HOUSE AT RUSHVILLE, ABOUT 0.1 MILE WEST OF THE ENTRANCE TO THE
 JZ1739'RUSHVILLE AIRPORT, SET IN THE TOP OF THE NORTHWEST END OF THE
 JZ1739'NORTHEAST CONCRETE HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT,
 JZ1739'18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 JZ1739'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND 1/2-FOOT
 JZ1739'ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1755 ***********************************************************************
 JZ1755  DESIGNATION -  E 259
 JZ1755  PID         -  JZ1755
 JZ1755  STATE/COUNTY-  IN/RUSH
 JZ1755  COUNTRY     -  US
 JZ1755  USGS QUAD   -  NEW SALEM (2019)
 JZ1755
 JZ1755                         *CURRENT SURVEY CONTROL
 JZ1755  ______________________________________________________________________
 JZ1755* NAD 83(1986) POSITION- 39 31 31.     (N) 085 19 04.     (W)   SCALED
 JZ1755* NAVD 88 ORTHO HEIGHT -   323.219 (meters)     1060.43  (feet) ADJUSTED
 JZ1755  ______________________________________________________________________
 JZ1755  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JZ1755  DYNAMIC HEIGHT  -        323.021 (meters)     1059.78  (feet) COMP
 JZ1755  MODELED GRAVITY -    980,006.1   (mgal)                       NAVD 88
 JZ1755
 JZ1755  VERT ORDER      -  SECOND    CLASS 0
 JZ1755
 JZ1755.The horizontal coordinates were scaled from a map and have
 JZ1755.an estimated accuracy of +/- 6 seconds.
 JZ1755
 JZ1755.The orthometric height was determined by differential leveling and
 JZ1755.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1755.in June 1991.
 JZ1755
 JZ1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1755.GEOID18 height accuracy estimate available here.
 JZ1755
 JZ1755.Click photographs - Photos may exist for this station.
 JZ1755
 JZ1755.The dynamic height is computed by dividing the NAVD 88
 JZ1755.geopotential number by the normal gravity value computed on the
 JZ1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1755.degrees latitude (g = 980.6199 gals.).
 JZ1755
 JZ1755.The modeled gravity was interpolated from observed gravity values.
 JZ1755
 JZ1755;                    North         East    Units  Estimated Accuracy
 JZ1755;SPC IN E     -   474,870.      130,000.      MT  (+/- 180 meters Scaled)
 JZ1755
 JZ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ445764(NAD 83)
 JZ1755
 JZ1755                          SUPERSEDED SURVEY CONTROL
 JZ1755
 JZ1755  NGVD 29 (??/??/92)  323.347  (m)         1060.85   (f) ADJ UNCH    2 0
 JZ1755
 JZ1755.Superseded values are not recommended for survey control.
 JZ1755
 JZ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1755.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1755
 JZ1755_MARKER: DB = BENCH MARK DISK
 JZ1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1755_STAMPING: E 259 1947
 JZ1755_MARK LOGO: CGS
 JZ1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1755+STABILITY: SURFACE MOTION
 JZ1755
 JZ1755  HISTORY     - Date     Condition        Report By
 JZ1755  HISTORY     - 1947     MONUMENTED       CGS
 JZ1755
 JZ1755                          STATION DESCRIPTION
 JZ1755
 JZ1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1755'3.6 MI SE FROM NEW SALEM.
 JZ1755'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ1755'AT NEW SALEM, THENCE ABOUT 1.15 MILES SOUTH ALONG A BLACK TOP
 JZ1755'ROAD, THENCE ABOUT 1.15 MILES EAST ALONG A GRAVEL ROAD, 0.1 MILE
 JZ1755'NORTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTHEAST ALONG U.S.
 JZ1755'HIGHWAY 52, AND ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD, ABOUT
 JZ1755'1.0 MILE WEST OF THE FRANKLIN, FAYETTE AND RUSH COUNTY LINES
 JZ1755'(SEE SKETCH BELOW), AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL
 JZ1755'ROAD, 196 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 66
 JZ1755'FEET WEST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, 15 FEET
 JZ1755'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE FENCE
 JZ1755'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH
 JZ1755'THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ1755'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CHRISTIAN CHURCH
 JZ1755'AT ORANGE, FAYETTE COUNTY BY GOING ABOUT 4.1 MILES SOUTH ALONG
 JZ1755'THE FAYETTE-RUSH COUNTY LINE ROAD, THENCE ABOUT 1.0 MILE WEST
 JZ1755'ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0065 ***********************************************************************
 LB0065  DESIGNATION -  E 26
 LB0065  PID         -  LB0065
 LB0065  STATE/COUNTY-  IN/CASS
 LB0065  COUNTRY     -  US
 LB0065  USGS QUAD   -  ANOKA (2019)
 LB0065
 LB0065                         *CURRENT SURVEY CONTROL
 LB0065  ______________________________________________________________________
 LB0065* NAD 83(1986) POSITION- 40 43 38.     (N) 086 17 12.     (W)   SCALED
 LB0065* NAVD 88 ORTHO HEIGHT -   212.097 (meters)      695.85  (feet) ADJUSTED
 LB0065  ______________________________________________________________________
 LB0065  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 LB0065  DYNAMIC HEIGHT  -        211.995 (meters)      695.52  (feet) COMP
 LB0065  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 LB0065
 LB0065  VERT ORDER      -  SECOND    CLASS 0
 LB0065
 LB0065.The horizontal coordinates were scaled from a map and have
 LB0065.an estimated accuracy of +/- 6 seconds.
 LB0065
 LB0065.The orthometric height was determined by differential leveling and
 LB0065.adjusted by the NATIONAL GEODETIC SURVEY
 LB0065.in June 1991.
 LB0065
 LB0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0065.GEOID18 height accuracy estimate available here.
 LB0065
 LB0065.Click photographs - Photos may exist for this station.
 LB0065
 LB0065.The dynamic height is computed by dividing the NAVD 88
 LB0065.geopotential number by the normal gravity value computed on the
 LB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0065.degrees latitude (g = 980.6199 gals.).
 LB0065
 LB0065.The modeled gravity was interpolated from observed gravity values.
 LB0065
 LB0065;                    North         East    Units  Estimated Accuracy
 LB0065;SPC IN E     -   608,450.       47,620.      MT  (+/- 180 meters Scaled)
 LB0065
 LB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL602087(NAD 83)
 LB0065
 LB0065                          SUPERSEDED SURVEY CONTROL
 LB0065
 LB0065  NGVD 29 (??/??/92)  212.209  (m)          696.22   (f) ADJ UNCH    2 0
 LB0065
 LB0065.Superseded values are not recommended for survey control.
 LB0065
 LB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0065.See file dsdata.pdf to determine how the superseded data were derived.
 LB0065
 LB0065_MARKER: DB = BENCH MARK DISK
 LB0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0065_SP_SET: SWITCH GUIDE FOUNDATION
 LB0065_STAMPING: E 26 1934
 LB0065_MARK LOGO: CGS
 LB0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0065
 LB0065  HISTORY     - Date     Condition        Report By
 LB0065  HISTORY     - 1934     MONUMENTED       CGS
 LB0065  HISTORY     - 1969     GOOD             CGS
 LB0065  HISTORY     - 20151221 MARK NOT FOUND   INDOT
 LB0065
 LB0065                          STATION DESCRIPTION
 LB0065
 LB0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LB0065'AT ANOKA JUNCTION.
 LB0065'AT ANOKA JUNCTION, CASS COUNTY, 5.2 MILES NORTHWEST ALONG THE
 LB0065'CHICAGO-CINCINNATI LINE OF THE PENNSYLVANIA RAILROAD FROM THE
 LB0065'STATION AT WALTON, 10-1/2 YARDS NORTHWEST OF THE NORTHWEST END
 LB0065'OF THE SWITCH TOWER, 3 YARDS SOUTHWEST OF THE SOUTHWEST RAIL OF
 LB0065'THE SOUTHBOUND TRACK, AND IN THE TOP OF THE SECOND CONCRETE
 LB0065'FOUNDATION FOR SWITCH GUIDES.  A STANDARD DISK, STAMPED E 26 1934.
 LB0065
 LB0065                          STATION RECOVERY (2015)
 LB0065
 LB0065'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB0065'RAILROAD THAT RUNS EAST SOUTHEAST HAS BEEN REMOVED AND RAILROAD
 LB0065'RUNNING SOUTHEAST IS A SINGLE TRACK LINE. AREA HAS BEEN DISTURBED AND
 LB0065'COULD NOT FIND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1960 ***********************************************************************
 JZ1960  DESIGNATION -  E 260
 JZ1960  PID         -  JZ1960
 JZ1960  STATE/COUNTY-  IN/FRANKLIN
 JZ1960  COUNTRY     -  US
 JZ1960  USGS QUAD   -  CLARKSBURG (2019)
 JZ1960
 JZ1960                         *CURRENT SURVEY CONTROL
 JZ1960  ______________________________________________________________________
 JZ1960* NAD 83(1986) POSITION- 39 27 16.     (N) 085 16 43.     (W)   SCALED
 JZ1960* NAVD 88 ORTHO HEIGHT -   304.130 (meters)      997.80  (feet) ADJUSTED
 JZ1960  ______________________________________________________________________
 JZ1960  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 JZ1960  DYNAMIC HEIGHT  -        303.943 (meters)      997.19  (feet) COMP
 JZ1960  MODELED GRAVITY -    980,004.3   (mgal)                       NAVD 88
 JZ1960
 JZ1960  VERT ORDER      -  SECOND    CLASS 0
 JZ1960
 JZ1960.The horizontal coordinates were scaled from a map and have
 JZ1960.an estimated accuracy of +/- 6 seconds.
 JZ1960
 JZ1960.The orthometric height was determined by differential leveling and
 JZ1960.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1960.in June 1991.
 JZ1960
 JZ1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1960.GEOID18 height accuracy estimate available here.
 JZ1960
 JZ1960.Click photographs - Photos may exist for this station.
 JZ1960
 JZ1960.The dynamic height is computed by dividing the NAVD 88
 JZ1960.geopotential number by the normal gravity value computed on the
 JZ1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1960.degrees latitude (g = 980.6199 gals.).
 JZ1960
 JZ1960.The modeled gravity was interpolated from observed gravity values.
 JZ1960
 JZ1960;                    North         East    Units  Estimated Accuracy
 JZ1960;SPC IN E     -   467,020.      133,400.      MT  (+/- 180 meters Scaled)
 JZ1960
 JZ1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ481686(NAD 83)
 JZ1960
 JZ1960                          SUPERSEDED SURVEY CONTROL
 JZ1960
 JZ1960  NGVD 29 (??/??/92)  304.268  (m)          998.25   (f) ADJ UNCH    2 0
 JZ1960
 JZ1960.Superseded values are not recommended for survey control.
 JZ1960
 JZ1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1960.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1960
 JZ1960_MARKER: DB = BENCH MARK DISK
 JZ1960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1960_SP_SET: CULVERT
 JZ1960_STAMPING: E 260 1947
 JZ1960_MARK LOGO: CGS
 JZ1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1960
 JZ1960  HISTORY     - Date     Condition        Report By
 JZ1960  HISTORY     - 1947     MONUMENTED       CGS
 JZ1960
 JZ1960                          STATION DESCRIPTION
 JZ1960
 JZ1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1960'1.3 MI N FROM BUNEA VISTA.
 JZ1960'ABOUT 1.3 MILES NORTH ALONG THE ANDERSONVILLE ROAD FROM THE
 JZ1960'CROSSROADS AT BUENA VISTA, ABOUT 0.35 MILE NORTH OF A RIGHT-ANGLE
 JZ1960'TURN IN THE ROAD WITH TANGENTS EXTENDING NORTH AND EAST, AT THE
 JZ1960'NORTH ONE OF TWO CULVERTS, SET IN THE TOP OF THE SOUTH END OF THE
 JZ1960'30-FOOT CONCRETE HEAD WALL OF A 30-INCH CORRUGATED STEEL PIPE
 JZ1960'CULVERT, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 JZ1960'NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT 1/2-FOOT ABOVE
 JZ1960'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1773 ***********************************************************************
 JZ1773  DESIGNATION -  E 261
 JZ1773  PID         -  JZ1773
 JZ1773  STATE/COUNTY-  IN/FAYETTE
 JZ1773  COUNTRY     -  US
 JZ1773  USGS QUAD   -  ALPINE (2019)
 JZ1773
 JZ1773                         *CURRENT SURVEY CONTROL
 JZ1773  ______________________________________________________________________
 JZ1773* NAD 83(1986) POSITION- 39 32 01.     (N) 085 10 34.     (W)   SCALED
 JZ1773* NAVD 88 ORTHO HEIGHT -   231.484 (meters)      759.46  (feet) ADJUSTED
 JZ1773  ______________________________________________________________________
 JZ1773  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ1773  DYNAMIC HEIGHT  -        231.342 (meters)      758.99  (feet) COMP
 JZ1773  MODELED GRAVITY -    980,009.7   (mgal)                       NAVD 88
 JZ1773
 JZ1773  VERT ORDER      -  SECOND    CLASS 0
 JZ1773
 JZ1773.The horizontal coordinates were scaled from a map and have
 JZ1773.an estimated accuracy of +/- 6 seconds.
 JZ1773
 JZ1773.The orthometric height was determined by differential leveling and
 JZ1773.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1773.in June 1991.
 JZ1773
 JZ1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1773.GEOID18 height accuracy estimate available here.
 JZ1773
 JZ1773.Click photographs - Photos may exist for this station.
 JZ1773
 JZ1773.The dynamic height is computed by dividing the NAVD 88
 JZ1773.geopotential number by the normal gravity value computed on the
 JZ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1773.degrees latitude (g = 980.6199 gals.).
 JZ1773
 JZ1773.The modeled gravity was interpolated from observed gravity values.
 JZ1773
 JZ1773;                    North         East    Units  Estimated Accuracy
 JZ1773;SPC IN E     -   475,850.      142,170.      MT  (+/- 180 meters Scaled)
 JZ1773
 JZ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ567775(NAD 83)
 JZ1773
 JZ1773                          SUPERSEDED SURVEY CONTROL
 JZ1773
 JZ1773  NGVD 29 (??/??/92)  231.629  (m)          759.94   (f) ADJ UNCH    2 0
 JZ1773
 JZ1773.Superseded values are not recommended for survey control.
 JZ1773
 JZ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1773.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1773
 JZ1773_MARKER: DB = BENCH MARK DISK
 JZ1773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1773_SP_SET: CULVERT
 JZ1773_STAMPING: E 261 1947
 JZ1773_MARK LOGO: CGS
 JZ1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1773+STABILITY: SURFACE MOTION
 JZ1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1773+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 JZ1773
 JZ1773  HISTORY     - Date     Condition        Report By
 JZ1773  HISTORY     - 1947     MONUMENTED       CGS
 JZ1773  HISTORY     - 1986     GOOD             USPSQD
 JZ1773  HISTORY     - 20180731 GOOD             MCA
 JZ1773
 JZ1773                          STATION DESCRIPTION
 JZ1773
 JZ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1773'2.6 MI N FROM LAUREL.
 JZ1773'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ1773'CROSSROADS AT LAUREL, ABOUT 1.7 MILES SOUTH OF THE POST OFFICE AT
 JZ1773'ALPINE, ABOUT 0.5 MILE NORTH OF A STEEL BRIDGE OVER GARRISON
 JZ1773'CREEK AND THE FRANKLIN-FAYETTE COUNTY LINE, AT A RIGHT ANGLE TURN
 JZ1773'IN THE HIGHWAY WITH TANGENTS SOUTH AND EAST AND THE JUNCTION OF A
 JZ1773'GRAVEL ROAD WEST, SET IN THE TOP OF THE EAST END OF THE NORTH
 JZ1773'HEAD WALL OF AN 8-FOOT CONCRETE ARCH CULVERT UNDER THE EAST
 JZ1773'TANGENT OF THE HIGHWAY, 17 FEET NORTH OF THE EAST TANGENT OF THE
 JZ1773'HIGHWAY AND THE PROLONGED CENTER LINE OF THE ROAD WEST, ABOUT 40
 JZ1773'FEET EAST OF THE PROLONGED CENTER LINE OF THE SOUTH TANGENT AND
 JZ1773'ABOUT 1 FOOT ABOVE THE HIGHWAY.
 JZ1773
 JZ1773                          STATION RECOVERY (1986)
 JZ1773
 JZ1773'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1773'RECOVERED IN GOOD CONDITION.
 JZ1773
 JZ1773                          STATION RECOVERY (2018)
 JZ1773
 JZ1773'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2042 ***********************************************************************
 JZ2042  DESIGNATION -  E 262
 JZ2042  PID         -  JZ2042
 JZ2042  STATE/COUNTY-  IN/FRANKLIN
 JZ2042  COUNTRY     -  US
 JZ2042  USGS QUAD   -  BROOKVILLE (2019)
 JZ2042
 JZ2042                         *CURRENT SURVEY CONTROL
 JZ2042  ______________________________________________________________________
 JZ2042* NAD 83(1986) POSITION- 39 26 14.     (N) 085 03 40.     (W)   SCALED
 JZ2042* NAVD 88 ORTHO HEIGHT -   197.441 (meters)      647.77  (feet) ADJUSTED
 JZ2042  ______________________________________________________________________
 JZ2042  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2042  DYNAMIC HEIGHT  -        197.320 (meters)      647.37  (feet) COMP
 JZ2042  MODELED GRAVITY -    980,010.5   (mgal)                       NAVD 88
 JZ2042
 JZ2042  VERT ORDER      -  SECOND    CLASS 0
 JZ2042
 JZ2042.The horizontal coordinates were scaled from a map and have
 JZ2042.an estimated accuracy of +/- 6 seconds.
 JZ2042
 JZ2042.The orthometric height was determined by differential leveling and
 JZ2042.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2042.in June 1991.
 JZ2042
 JZ2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2042.GEOID18 height accuracy estimate available here.
 JZ2042
 JZ2042.Click photographs - Photos may exist for this station.
 JZ2042
 JZ2042.The dynamic height is computed by dividing the NAVD 88
 JZ2042.geopotential number by the normal gravity value computed on the
 JZ2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2042.degrees latitude (g = 980.6199 gals.).
 JZ2042
 JZ2042.The modeled gravity was interpolated from observed gravity values.
 JZ2042
 JZ2042;                    North         East    Units  Estimated Accuracy
 JZ2042;SPC IN E     -   465,210.      152,130.      MT  (+/- 180 meters Scaled)
 JZ2042
 JZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668670(NAD 83)
 JZ2042
 JZ2042                          SUPERSEDED SURVEY CONTROL
 JZ2042
 JZ2042  NGVD 29 (??/??/92)  197.612  (m)          648.33   (f) ADJ UNCH    2 0
 JZ2042
 JZ2042.Superseded values are not recommended for survey control.
 JZ2042
 JZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2042.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2042
 JZ2042_MARKER: DB = BENCH MARK DISK
 JZ2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2042_SP_SET: ABUTMENT
 JZ2042_STAMPING: E 262 1947
 JZ2042_MARK LOGO: CGS
 JZ2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2042
 JZ2042  HISTORY     - Date     Condition        Report By
 JZ2042  HISTORY     - 1947     MONUMENTED       CGS
 JZ2042
 JZ2042                          STATION DESCRIPTION
 JZ2042
 JZ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2042'3.4 MI NW FROM BROOKVILLE.
 JZ2042'ABOUT 3.45 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2042'OFFICE AT BROOKVILLE, AT THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2042'ST. LOUIS RAILWAY BRIDGE NO. 98, OPPOSITE A 25-FOOT CONCRETE
 JZ2042'ARCH HIGHWAY BRIDGE, 48 YARDS WEST OF THE PROLONGED CENTER LINE
 JZ2042'OF A GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTH
 JZ2042'END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 5.3 FEET SOUTH
 JZ2042'OF THE SOUTH RAIL, 49 FEET SOUTH AND ACROSS THE TRACK FROM THE
 JZ2042'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE TRACK AND
 JZ2042'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1794 ***********************************************************************
 JZ1794  DESIGNATION -  E 263
 JZ1794  PID         -  JZ1794
 JZ1794  STATE/COUNTY-  IN/UNION
 JZ1794  COUNTRY     -  US
 JZ1794  USGS QUAD   -  EVERTON (2019)
 JZ1794
 JZ1794                         *CURRENT SURVEY CONTROL
 JZ1794  ______________________________________________________________________
 JZ1794* NAD 83(1986) POSITION- 39 32 10.     (N) 085 01 18.     (W)   SCALED
 JZ1794* NAVD 88 ORTHO HEIGHT -   286.045 (meters)      938.47  (feet) ADJUSTED
 JZ1794  ______________________________________________________________________
 JZ1794  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JZ1794  DYNAMIC HEIGHT  -        285.873 (meters)      937.90  (feet) COMP
 JZ1794  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 JZ1794
 JZ1794  VERT ORDER      -  SECOND    CLASS 0
 JZ1794
 JZ1794.The horizontal coordinates were scaled from a map and have
 JZ1794.an estimated accuracy of +/- 6 seconds.
 JZ1794
 JZ1794.The orthometric height was determined by differential leveling and
 JZ1794.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1794.in June 1991.
 JZ1794
 JZ1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1794.GEOID18 height accuracy estimate available here.
 JZ1794
 JZ1794.Click photographs - Photos may exist for this station.
 JZ1794
 JZ1794.The dynamic height is computed by dividing the NAVD 88
 JZ1794.geopotential number by the normal gravity value computed on the
 JZ1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1794.degrees latitude (g = 980.6199 gals.).
 JZ1794
 JZ1794.The modeled gravity was interpolated from observed gravity values.
 JZ1794
 JZ1794;                    North         East    Units  Estimated Accuracy
 JZ1794;SPC IN E     -   476,210.      155,450.      MT  (+/- 180 meters Scaled)
 JZ1794
 JZ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ700781(NAD 83)
 JZ1794
 JZ1794                          SUPERSEDED SURVEY CONTROL
 JZ1794
 JZ1794  NGVD 29 (??/??/92)  286.201  (m)          938.98   (f) ADJ UNCH    2 0
 JZ1794
 JZ1794.Superseded values are not recommended for survey control.
 JZ1794
 JZ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1794.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1794
 JZ1794_MARKER: DB = BENCH MARK DISK
 JZ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1794_STAMPING: E 263 1947
 JZ1794_MARK LOGO: CGS
 JZ1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1794+STABILITY: SURFACE MOTION
 JZ1794
 JZ1794  HISTORY     - Date     Condition        Report By
 JZ1794  HISTORY     - 1947     MONUMENTED       CGS
 JZ1794  HISTORY     - 20050325 MARK NOT FOUND   DJR
 JZ1794
 JZ1794                          STATION DESCRIPTION
 JZ1794
 JZ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1794'3.6 MI NW FROM FAIRFIELD.
 JZ1794'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD
 JZ1794'FROM THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES
 JZ1794'NORTH AND 1.05 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE WEST
 JZ1794'OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, ABOUT 0.1 MILE EAST
 JZ1794'OF THE CREST OF A GRADE AND A WHITE FARM HOUSE, 17 FEET NORTH
 JZ1794'OF THE CENTER LINE OF THE ROAD, 12.5 FEET SOUTH OF AN 18-INCH
 JZ1794'HICKORY TREE, 4.5 FEET SOUTH OF A WIRE FENCE, 3 FEET EAST OF A
 JZ1794'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1794'THE TOP OF A CONCRETE POST PROJECTING 8 IN.
 JZ1794
 JZ1794                          STATION RECOVERY (2005)
 JZ1794
 JZ1794'RECOVERY NOTE BY D J RENSING 2005
 JZ1794'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2057 ***********************************************************************
 JZ2057  DESIGNATION -  E 264
 JZ2057  PID         -  JZ2057
 JZ2057  STATE/COUNTY-  IN/DEARBORN
 JZ2057  COUNTRY     -  US
 JZ2057  USGS QUAD   -  SPADES (2019)
 JZ2057
 JZ2057                         *CURRENT SURVEY CONTROL
 JZ2057  ______________________________________________________________________
 JZ2057* NAD 83(1986) POSITION- 39 16 42.00   (N) 085 00 43.03   (W)   HD_HELD1
 JZ2057* NAVD 88 ORTHO HEIGHT -   300.391 (meters)      985.53  (feet) ADJUSTED
 JZ2057  ______________________________________________________________________
 JZ2057  GEOID HEIGHT    -        -33.989 (meters)                     GEOID18
 JZ2057  DYNAMIC HEIGHT  -        300.204 (meters)      984.92  (feet) COMP
 JZ2057  MODELED GRAVITY -    979,994.3   (mgal)                       NAVD 88
 JZ2057
 JZ2057  VERT ORDER      -  SECOND    CLASS 0
 JZ2057
 JZ2057.The horizontal coordinates were determined by differentially corrected
 JZ2057.hand held GPS observations or other comparable positioning techniques
 JZ2057.and have an estimated accuracy of +/- 3 meters.
 JZ2057
 JZ2057.The orthometric height was determined by differential leveling and
 JZ2057.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2057.in June 1991.
 JZ2057
 JZ2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2057.GEOID18 height accuracy estimate available here.
 JZ2057
 JZ2057.Click photographs - Photos may exist for this station.
 JZ2057
 JZ2057.The dynamic height is computed by dividing the NAVD 88
 JZ2057.geopotential number by the normal gravity value computed on the
 JZ2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2057.degrees latitude (g = 980.6199 gals.).
 JZ2057
 JZ2057.The modeled gravity was interpolated from observed gravity values.
 JZ2057
 JZ2057;                    North         East    Units  Estimated Accuracy
 JZ2057;SPC IN E     -   447,599.7     156,491.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2057
 JZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7147849548(NAD 83)
 JZ2057
 JZ2057                          SUPERSEDED SURVEY CONTROL
 JZ2057
 JZ2057  NGVD 29 (??/??/92)  300.575  (m)          986.14   (f) ADJ UNCH    2 0
 JZ2057
 JZ2057.Superseded values are not recommended for survey control.
 JZ2057
 JZ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2057.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2057
 JZ2057_MARKER: DB = BENCH MARK DISK
 JZ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2057_STAMPING: E 264 1947
 JZ2057_MARK LOGO: CGS
 JZ2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2057+STABILITY: SURFACE MOTION
 JZ2057
 JZ2057  HISTORY     - Date     Condition        Report By
 JZ2057  HISTORY     - 1947     MONUMENTED       CGS
 JZ2057
 JZ2057                          STATION DESCRIPTION
 JZ2057
 JZ2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2057'1.8 MI E FROM LAWRENCEVILLE.
 JZ2057'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2057'AT LAWRENCEVILLE, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL
 JZ2057'ROAD, AT THE NORTHWEST CORNER OF A CEMETERY, 213 FEET NORTH OF
 JZ2057'THE CENTER LINE OF AN EAST-WEST CROSS ROAD, 13 FEET EAST OF THE
 JZ2057'CENTER LINE OF THE ROAD, 66.5 FEET NORTHWEST OF THE TOMB STONE
 JZ2057'OF GEORGE AND MARY FABER, 31 FEET WEST OF A POWER POLE, 2 FEET
 JZ2057'SOUTHEAST OF THE WEST END OF A FENCE LINE, 2.5 FEET EAST OF A
 JZ2057'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 JZ2057'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2034 ***********************************************************************
 JZ2034  DESIGNATION -  E 265
 JZ2034  PID         -  JZ2034
 JZ2034  STATE/COUNTY-  IN/FRANKLIN
 JZ2034  COUNTRY     -  US
 JZ2034  USGS QUAD   -  BROOKVILLE (2019)
 JZ2034
 JZ2034                         *CURRENT SURVEY CONTROL
 JZ2034  ______________________________________________________________________
 JZ2034* NAD 83(1986) POSITION- 39 24 49.     (N) 085 05 17.     (W)   SCALED
 JZ2034* NAVD 88 ORTHO HEIGHT -   257.839 (meters)      845.93  (feet) ADJUSTED
 JZ2034  ______________________________________________________________________
 JZ2034  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 JZ2034  DYNAMIC HEIGHT  -        257.679 (meters)      845.40  (feet) COMP
 JZ2034  MODELED GRAVITY -    980,002.8   (mgal)                       NAVD 88
 JZ2034
 JZ2034  VERT ORDER      -  SECOND    CLASS 0
 JZ2034
 JZ2034.The horizontal coordinates were scaled from a map and have
 JZ2034.an estimated accuracy of +/- 6 seconds.
 JZ2034
 JZ2034.The orthometric height was determined by differential leveling and
 JZ2034.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2034.in June 1991.
 JZ2034
 JZ2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2034.GEOID18 height accuracy estimate available here.
 JZ2034
 JZ2034.Click photographs - Photos may exist for this station.
 JZ2034
 JZ2034.The dynamic height is computed by dividing the NAVD 88
 JZ2034.geopotential number by the normal gravity value computed on the
 JZ2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2034.degrees latitude (g = 980.6199 gals.).
 JZ2034
 JZ2034.The modeled gravity was interpolated from observed gravity values.
 JZ2034
 JZ2034;                    North         East    Units  Estimated Accuracy
 JZ2034;SPC IN E     -   462,570.      149,830.      MT  (+/- 180 meters Scaled)
 JZ2034
 JZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ645644(NAD 83)
 JZ2034
 JZ2034                          SUPERSEDED SURVEY CONTROL
 JZ2034
 JZ2034  NGVD 29 (??/??/92)  258.004  (m)          846.47   (f) ADJ UNCH    2 0
 JZ2034
 JZ2034.Superseded values are not recommended for survey control.
 JZ2034
 JZ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2034.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2034
 JZ2034_MARKER: DB = BENCH MARK DISK
 JZ2034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2034_SP_SET: CULVERT HEADWALL
 JZ2034_STAMPING: E 265 1947
 JZ2034_MARK LOGO: CGS
 JZ2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2034+STABILITY: SURFACE MOTION
 JZ2034
 JZ2034  HISTORY     - Date     Condition        Report By
 JZ2034  HISTORY     - 1947     MONUMENTED       CGS
 JZ2034
 JZ2034                          STATION DESCRIPTION
 JZ2034
 JZ2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2034'2.4 MI N FROM OAK FOREST.
 JZ2034'ABOUT 0.65 MILE NORTH AND EAST ALONG A BLACK TOP ROAD FROM THE
 JZ2034'CATHOLIC CHURCH AT OAK FOREST, THENCE ABOUT 1.7 MILES NORTH
 JZ2034'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A NORTHEAST-SOUTHWEST
 JZ2034'GRAVEL ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JZ2034'CONCRETE HEAD WALL OF A 3-FOOT CONCRETE CULVERT ON THE ROAD
 JZ2034'SOUTHWEST, 11.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JZ2034'SOUTHWEST-NORTHEAST ROAD, 42 FEET WEST OF THE CENTER LINE OF THE
 JZ2034'ROAD SOUTH, AND 2 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0184 ***********************************************************************
 KA0184  DESIGNATION -  E 266
 KA0184  PID         -  KA0184
 KA0184  STATE/COUNTY-  IN/MARION
 KA0184  COUNTRY     -  US
 KA0184  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0184
 KA0184                         *CURRENT SURVEY CONTROL
 KA0184  ______________________________________________________________________
 KA0184* NAD 83(1986) POSITION- 39 46 17.8    (N) 086 09 24.4    (W)   HD_HELD2
 KA0184* NAVD 88 ORTHO HEIGHT -   219.146 (meters)      718.98  (feet) ADJUSTED
 KA0184  ______________________________________________________________________
 KA0184  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 KA0184  DYNAMIC HEIGHT  -        219.024 (meters)      718.58  (feet) COMP
 KA0184  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 KA0184
 KA0184  VERT ORDER      -  FIRST     CLASS II
 KA0184
 KA0184.The horizontal coordinates were established by autonomous hand held GPS
 KA0184.observations and have an estimated accuracy of +/- 10 meters.
 KA0184
 KA0184.The orthometric height was determined by differential leveling and
 KA0184.adjusted by the NATIONAL GEODETIC SURVEY
 KA0184.in June 1991.
 KA0184
 KA0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0184.GEOID18 height accuracy estimate available here.
 KA0184
 KA0184.Click photographs - Photos may exist for this station.
 KA0184
 KA0184.The dynamic height is computed by dividing the NAVD 88
 KA0184.geopotential number by the normal gravity value computed on the
 KA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0184.degrees latitude (g = 980.6199 gals.).
 KA0184
 KA0184.The modeled gravity was interpolated from observed gravity values.
 KA0184
 KA0184;                    North         East    Units  Estimated Accuracy
 KA0184;SPC IN E     -   502,275.       58,010.      MT  (+/- 10 meters HH2 GPS)
 KA0184
 KA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7221602748(NAD 83)
 KA0184
 KA0184                          SUPERSEDED SURVEY CONTROL
 KA0184
 KA0184  NGVD 29 (??/??/92)  219.287  (m)          719.44   (f) ADJ UNCH    1 2
 KA0184
 KA0184.Superseded values are not recommended for survey control.
 KA0184
 KA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0184.See file dsdata.pdf to determine how the superseded data were derived.
 KA0184
 KA0184_MARKER: DB = BENCH MARK DISK
 KA0184_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0184_SP_SET: BUILDING
 KA0184_STAMPING: E 266 1947
 KA0184_MARK LOGO: CGS
 KA0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0184+STABILITY: POSITION/ELEVATION WELL
 KA0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0184+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2016
 KA0184
 KA0184  HISTORY     - Date     Condition        Report By
 KA0184  HISTORY     - 1947     MONUMENTED       CGS
 KA0184  HISTORY     - 1976     GOOD             LOCSUR
 KA0184  HISTORY     - 1985     GOOD             NGS
 KA0184  HISTORY     - 1986     GOOD             NGS
 KA0184  HISTORY     - 19960514 GOOD             USPSQD
 KA0184  HISTORY     - 20060326 GOOD             GEOCAC
 KA0184  HISTORY     - 20140525 GOOD             GEOCAC
 KA0184  HISTORY     - 20160708 GOOD             USPSQD
 KA0184
 KA0184                          STATION DESCRIPTION
 KA0184
 KA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0184'AT INDIANAPOLIS.
 KA0184'AT INDIANAPOLIS, AT THE CORNER OF EAST NEW YORK AND NORTH
 KA0184'PENNSYLVANIA STREETS, AT THE WEATHER STATION LOCATED IN THE
 KA0184'U.S. POST OFFICE AND COURT HOUSE BUILDING, SET VERTICALLY IN
 KA0184'THE NORTH FACE OF THE STONE WALL OF THE BUILDING, ABOUT 75
 KA0184'FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 13 FEET
 KA0184'SOUTH OF THE SOUTH CURB OF EAST NEW YORK STREET, AND 2 FEET
 KA0184'ABOVE THE SIDE WALK.
 KA0184
 KA0184                          STATION RECOVERY (1976)
 KA0184
 KA0184'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0184'RECOVERED IN GOOD CONDITION.
 KA0184
 KA0184                          STATION RECOVERY (1985)
 KA0184
 KA0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0184'RECOVERED IN GOOD CONDITION.
 KA0184
 KA0184                          STATION RECOVERY (1986)
 KA0184
 KA0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0184'RECOVERED IN GOOD CONDITION.
 KA0184
 KA0184                          STATION RECOVERY (1996)
 KA0184
 KA0184'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0184'RECOVERED IN GOOD CONDITION.
 KA0184
 KA0184                          STATION RECOVERY (2006)
 KA0184
 KA0184'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 KA0184'RECOVERED IN GOOD CONDITION.
 KA0184
 KA0184                          STATION RECOVERY (2014)
 KA0184
 KA0184'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0184'RECOVERED AS DESCRIBED.
 KA0184
 KA0184                          STATION RECOVERY (2016)
 KA0184
 KA0184'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 KA0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2187 ***********************************************************************
 JZ2187  DESIGNATION -  E 267
 JZ2187  PID         -  JZ2187
 JZ2187  STATE/COUNTY-  IN/DECATUR
 JZ2187  COUNTRY     -  US
 JZ2187  USGS QUAD   -  FOREST HILL (2019)
 JZ2187
 JZ2187                         *CURRENT SURVEY CONTROL
 JZ2187  ______________________________________________________________________
 JZ2187* NAD 83(1986) POSITION- 39 16 20.     (N) 085 33 55.     (W)   SCALED
 JZ2187* NAVD 88 ORTHO HEIGHT -   264.934 (meters)      869.20  (feet) ADJUSTED
 JZ2187  ______________________________________________________________________
 JZ2187  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2187  DYNAMIC HEIGHT  -        264.768 (meters)      868.66  (feet) COMP
 JZ2187  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 JZ2187
 JZ2187  VERT ORDER      -  SECOND    CLASS 0
 JZ2187
 JZ2187.The horizontal coordinates were scaled from a map and have
 JZ2187.an estimated accuracy of +/- 6 seconds.
 JZ2187
 JZ2187.The orthometric height was determined by differential leveling and
 JZ2187.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2187.in June 1991.
 JZ2187
 JZ2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2187.GEOID18 height accuracy estimate available here.
 JZ2187
 JZ2187.Click photographs - Photos may exist for this station.
 JZ2187
 JZ2187.The dynamic height is computed by dividing the NAVD 88
 JZ2187.geopotential number by the normal gravity value computed on the
 JZ2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2187.degrees latitude (g = 980.6199 gals.).
 JZ2187
 JZ2187.The modeled gravity was interpolated from observed gravity values.
 JZ2187
 JZ2187;                    North         East    Units  Estimated Accuracy
 JZ2187;SPC IN E     -   446,720.      108,750.      MT  (+/- 180 meters Scaled)
 JZ2187
 JZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ237479(NAD 83)
 JZ2187
 JZ2187                          SUPERSEDED SURVEY CONTROL
 JZ2187
 JZ2187  NGVD 29 (??/??/92)  265.052  (m)          869.59   (f) ADJ UNCH    2 0
 JZ2187
 JZ2187.Superseded values are not recommended for survey control.
 JZ2187
 JZ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2187.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2187
 JZ2187_MARKER: DB = BENCH MARK DISK
 JZ2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2187_STAMPING: E 267 1947
 JZ2187_MARK LOGO: CGS
 JZ2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2187+STABILITY: SURFACE MOTION
 JZ2187
 JZ2187  HISTORY     - Date     Condition        Report By
 JZ2187  HISTORY     - 1947     MONUMENTED       CGS
 JZ2187  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2187
 JZ2187                          STATION DESCRIPTION
 JZ2187
 JZ2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2187'2.8 MI N FROM LETTS.
 JZ2187'ABOUT 2.8 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2187'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, ABOUT 0.7 MILE
 JZ2187'NORTH OF THE CROSSING AT HORACE, IN THE SOUTHEAST ANGLE OF AN
 JZ2187'EAST-WEST GRAVEL ROAD CROSSING, 22 FEET EAST OF THE EAST RAIL
 JZ2187'OF THE TRACK, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JZ2187'5 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE,
 JZ2187'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2187'CROSSING LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2187'ABOUT 6 INCHES.
 JZ2187
 JZ2187                          STATION RECOVERY (2022)
 JZ2187
 JZ2187'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2230 ***********************************************************************
 JZ2230  DESIGNATION -  E 268
 JZ2230  PID         -  JZ2230
 JZ2230  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2230  COUNTRY     -  US
 JZ2230  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2230
 JZ2230                         *CURRENT SURVEY CONTROL
 JZ2230  ______________________________________________________________________
 JZ2230* NAD 83(1986) POSITION- 39 13 40.     (N) 085 46 01.     (W)   SCALED
 JZ2230* NAVD 88 ORTHO HEIGHT -   203.249 (meters)      666.83  (feet) ADJUSTED
 JZ2230  ______________________________________________________________________
 JZ2230  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2230  DYNAMIC HEIGHT  -        203.123 (meters)      666.41  (feet) COMP
 JZ2230  MODELED GRAVITY -    980,004.8   (mgal)                       NAVD 88
 JZ2230
 JZ2230  VERT ORDER      -  SECOND    CLASS 0
 JZ2230
 JZ2230.The horizontal coordinates were scaled from a map and have
 JZ2230.an estimated accuracy of +/- 6 seconds.
 JZ2230
 JZ2230.The orthometric height was determined by differential leveling and
 JZ2230.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2230.in June 1991.
 JZ2230
 JZ2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2230.GEOID18 height accuracy estimate available here.
 JZ2230
 JZ2230.Click photographs - Photos may exist for this station.
 JZ2230
 JZ2230.The dynamic height is computed by dividing the NAVD 88
 JZ2230.geopotential number by the normal gravity value computed on the
 JZ2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2230.degrees latitude (g = 980.6199 gals.).
 JZ2230
 JZ2230.The modeled gravity was interpolated from observed gravity values.
 JZ2230
 JZ2230;                    North         East    Units  Estimated Accuracy
 JZ2230;SPC IN E     -   441,790.       91,340.      MT  (+/- 180 meters Scaled)
 JZ2230
 JZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064427(NAD 83)
 JZ2230
 JZ2230                          SUPERSEDED SURVEY CONTROL
 JZ2230
 JZ2230  NGVD 29 (??/??/92)  203.371  (m)          667.23   (f) ADJ UNCH    2 0
 JZ2230
 JZ2230.Superseded values are not recommended for survey control.
 JZ2230
 JZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2230.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2230
 JZ2230_MARKER: DB = BENCH MARK DISK
 JZ2230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2230_SP_SET: BOX CULVERT HEADWALL
 JZ2230_STAMPING: E 268 1947
 JZ2230_MARK LOGO: CGS
 JZ2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2230+STABILITY: SURFACE MOTION
 JZ2230
 JZ2230  HISTORY     - Date     Condition        Report By
 JZ2230  HISTORY     - 1947     MONUMENTED       CGS
 JZ2230
 JZ2230                          STATION DESCRIPTION
 JZ2230
 JZ2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2230'3 MI NE FROM PETERSVILLE.
 JZ2230'ABOUT 0.3 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2230'CROSSROADS AT PETERSVILLE, ABOUT 0.3 MILE NORTHEAST OF THE
 JZ2230'JUNCTION WITH STATE HIGHWAY 9, SET IN THE TOP OF THE CENTER OF
 JZ2230'THE SOUTHEAST HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 19
 JZ2230'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 JZ2230'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2330 ***********************************************************************
 JZ2330  DESIGNATION -  E 269
 JZ2330  PID         -  JZ2330
 JZ2330  STATE/COUNTY-  IN/SHELBY
 JZ2330  COUNTRY     -  US
 JZ2330  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2330
 JZ2330                         *CURRENT SURVEY CONTROL
 JZ2330  ______________________________________________________________________
 JZ2330* NAD 83(1986) POSITION- 39 30 50.     (N) 085 45 42.     (W)   SCALED
 JZ2330* NAVD 88 ORTHO HEIGHT -   238.752 (meters)      783.31  (feet) ADJUSTED
 JZ2330  ______________________________________________________________________
 JZ2330  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ2330  DYNAMIC HEIGHT  -        238.611 (meters)      782.84  (feet) COMP
 JZ2330  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 JZ2330
 JZ2330  VERT ORDER      -  FIRST     CLASS II
 JZ2330
 JZ2330.The horizontal coordinates were scaled from a map and have
 JZ2330.an estimated accuracy of +/- 6 seconds.
 JZ2330
 JZ2330.The orthometric height was determined by differential leveling and
 JZ2330.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2330.in June 1991.
 JZ2330
 JZ2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2330.GEOID18 height accuracy estimate available here.
 JZ2330
 JZ2330.Click photographs - Photos may exist for this station.
 JZ2330
 JZ2330.The dynamic height is computed by dividing the NAVD 88
 JZ2330.geopotential number by the normal gravity value computed on the
 JZ2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2330.degrees latitude (g = 980.6199 gals.).
 JZ2330
 JZ2330.The modeled gravity was interpolated from observed gravity values.
 JZ2330
 JZ2330;                    North         East    Units  Estimated Accuracy
 JZ2330;SPC IN E     -   473,550.       91,830.      MT  (+/- 180 meters Scaled)
 JZ2330
 JZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064745(NAD 83)
 JZ2330
 JZ2330                          SUPERSEDED SURVEY CONTROL
 JZ2330
 JZ2330  NGVD 29 (??/??/92)  238.863  (m)          783.67   (f) ADJ UNCH    1 2
 JZ2330
 JZ2330.Superseded values are not recommended for survey control.
 JZ2330
 JZ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2330.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2330
 JZ2330_MARKER: DB = BENCH MARK DISK
 JZ2330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2330_SP_SET: OVERPASS
 JZ2330_STAMPING: E 269 1947
 JZ2330_MARK LOGO: CGS
 JZ2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2330
 JZ2330  HISTORY     - Date     Condition        Report By
 JZ2330  HISTORY     - 1947     MONUMENTED       CGS
 JZ2330  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2330
 JZ2330                          STATION DESCRIPTION
 JZ2330
 JZ2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2330'1 MI SE FROM SHELBYVILLE.
 JZ2330'ABOUT 1.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2330'FROM THE STATION AT SHELBYVILLE, AT OVERPASS NO. 399A OVER A
 JZ2330'COUNTY ROAD, AT MILEAGE 81/38, SET VERTICALLY IN THE NORTHWEST
 JZ2330'FACE OF THE NORTHWEST LEG OF THE SECOND PIER NORTHEAST OF THE
 JZ2330'SOUTHWEST END OF THE OVER PASS, 7.5 FEET SOUTHWEST OF THE
 JZ2330'SOUTHWEST RAIL OF THE MAIN TRACK, 6.8 FEET NORTHEAST OF THE
 JZ2330'NORTHEAST RAIL OF A SIDE TRACK, AND ABOUT 2 FEET ABOVE THE
 JZ2330'GROUND.
 JZ2330
 JZ2330                          STATION RECOVERY (1986)
 JZ2330
 JZ2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0427 ***********************************************************************
 LB0427  DESIGNATION -  E 27
 LB0427  PID         -  LB0427
 LB0427  STATE/COUNTY-  IN/HOWARD
 LB0427  COUNTRY     -  US
 LB0427  USGS QUAD   -  KOKOMO WEST (2019)
 LB0427
 LB0427                         *CURRENT SURVEY CONTROL
 LB0427  ______________________________________________________________________
 LB0427* NAD 83(1986) POSITION- 40 27 40.     (N) 086 10 24.     (W)   SCALED
 LB0427* NAVD 88 ORTHO HEIGHT -   250.628 (meters)      822.27  (feet) ADJUSTED
 LB0427  ______________________________________________________________________
 LB0427  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0427  DYNAMIC HEIGHT  -        250.497 (meters)      821.84  (feet) COMP
 LB0427  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 LB0427
 LB0427  VERT ORDER      -  SECOND    CLASS 0
 LB0427
 LB0427.The horizontal coordinates were scaled from a map and have
 LB0427.an estimated accuracy of +/- 6 seconds.
 LB0427
 LB0427.The orthometric height was determined by differential leveling and
 LB0427.adjusted by the NATIONAL GEODETIC SURVEY
 LB0427.in June 1991.
 LB0427
 LB0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0427.GEOID18 height accuracy estimate available here.
 LB0427
 LB0427.Click photographs - Photos may exist for this station.
 LB0427
 LB0427.The dynamic height is computed by dividing the NAVD 88
 LB0427.geopotential number by the normal gravity value computed on the
 LB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0427.degrees latitude (g = 980.6199 gals.).
 LB0427
 LB0427.The modeled gravity was interpolated from observed gravity values.
 LB0427
 LB0427;                    North         East    Units  Estimated Accuracy
 LB0427;SPC IN E     -   578,840.       57,030.      MT  (+/- 180 meters Scaled)
 LB0427
 LB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK700792(NAD 83)
 LB0427
 LB0427                          SUPERSEDED SURVEY CONTROL
 LB0427
 LB0427  NGVD 29 (??/??/92)  250.745  (m)          822.65   (f) ADJ UNCH    2 0
 LB0427
 LB0427.Superseded values are not recommended for survey control.
 LB0427
 LB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0427.See file dsdata.pdf to determine how the superseded data were derived.
 LB0427
 LB0427_MARKER: DB = BENCH MARK DISK
 LB0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0427_STAMPING: E 27 1934
 LB0427_MARK LOGO: CGS
 LB0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0427+STABILITY: SURFACE MOTION
 LB0427
 LB0427  HISTORY     - Date     Condition        Report By
 LB0427  HISTORY     - 1934     MONUMENTED       CGS
 LB0427  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB0427
 LB0427                          STATION DESCRIPTION
 LB0427
 LB0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0427'3.1 MI SW FROM KOKOMO.
 LB0427'3.1 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0427'RAILROAD FROM THE STATION AT KOKOMO, HOWARD COUNTY, 4 RAILS
 LB0427'SOUTHWEST OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, 60
 LB0427'YARDS SOUTHEAST OF A SMALL WHITE-PAINTED HOUSE, 25 YARDS EAST OF
 LB0427'POLE 184/13, AND 9 YARDS SOUTHEAST OF THE SOUTHEAST RAIL.  A
 LB0427'STANDARD DISK, STAMPED E 27 1934 AND SET IN THE TOP OF A CONCRETE
 LB0427'POST PROJECTING 7 INCHES ABOVE GROUND.
 LB0427
 LB0427                          STATION RECOVERY (1959)
 LB0427
 LB0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LB0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2167 ***********************************************************************
 JZ2167  DESIGNATION -  E 270
 JZ2167  PID         -  JZ2167
 JZ2167  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2167  COUNTRY     -  US
 JZ2167  USGS QUAD   -  GRAMMER (2019)
 JZ2167
 JZ2167                         *CURRENT SURVEY CONTROL
 JZ2167  ______________________________________________________________________
 JZ2167* NAD 83(1986) POSITION- 39 10 48.     (N) 085 43 12.     (W)   SCALED
 JZ2167* NAVD 88 ORTHO HEIGHT -   225.963 (meters)      741.35  (feet) ADJUSTED
 JZ2167  ______________________________________________________________________
 JZ2167  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 JZ2167  DYNAMIC HEIGHT  -        225.822 (meters)      740.88  (feet) COMP
 JZ2167  MODELED GRAVITY -    979,999.4   (mgal)                       NAVD 88
 JZ2167
 JZ2167  VERT ORDER      -  SECOND    CLASS 0
 JZ2167
 JZ2167.The horizontal coordinates were scaled from a map and have
 JZ2167.an estimated accuracy of +/- 6 seconds.
 JZ2167
 JZ2167.The orthometric height was determined by differential leveling and
 JZ2167.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2167.in June 1991.
 JZ2167
 JZ2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2167.GEOID18 height accuracy estimate available here.
 JZ2167
 JZ2167.Click photographs - Photos may exist for this station.
 JZ2167
 JZ2167.The dynamic height is computed by dividing the NAVD 88
 JZ2167.geopotential number by the normal gravity value computed on the
 JZ2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2167.degrees latitude (g = 980.6199 gals.).
 JZ2167
 JZ2167.The modeled gravity was interpolated from observed gravity values.
 JZ2167
 JZ2167;                    North         East    Units  Estimated Accuracy
 JZ2167;SPC IN E     -   436,480.       95,390.      MT  (+/- 180 meters Scaled)
 JZ2167
 JZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ105375(NAD 83)
 JZ2167
 JZ2167                          SUPERSEDED SURVEY CONTROL
 JZ2167
 JZ2167  NGVD 29 (??/??/92)  226.082  (m)          741.74   (f) ADJ UNCH    2 0
 JZ2167
 JZ2167.Superseded values are not recommended for survey control.
 JZ2167
 JZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2167.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2167
 JZ2167_MARKER: DB = BENCH MARK DISK
 JZ2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2167_STAMPING: E 270 1947
 JZ2167_MARK LOGO: CGS
 JZ2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2167+STABILITY: SURFACE MOTION
 JZ2167
 JZ2167  HISTORY     - Date     Condition        Report By
 JZ2167  HISTORY     - 1947     MONUMENTED       CGS
 JZ2167
 JZ2167                          STATION DESCRIPTION
 JZ2167
 JZ2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2167'2.2 MI NE FROM GRAMMER.
 JZ2167'ABOUT 1.6 MILES NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2167'GRAMMER, THENCE ABOUT 0.25 MILE EAST AND 0.4 MILE NORTH ALONG
 JZ2167'COUNTY ROADS, AT THE NORTHWEST CORNER OF THE FLAVIUS TEMPEST
 JZ2167'FARM YARD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 56.5
 JZ2167'FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY TO THE FARM,
 JZ2167'2 FEET SOUTH OF A T FENCE CORNER POST, 1 FOOT WEST OF THE FENCE
 JZ2167'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 JZ2167'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2167'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1841 ***********************************************************************
 JZ1841  DESIGNATION -  E 272
 JZ1841  PID         -  JZ1841
 JZ1841  STATE/COUNTY-  IN/DECATUR
 JZ1841  COUNTRY     -  US
 JZ1841  USGS QUAD   -  GREENSBURG (2019)
 JZ1841
 JZ1841                         *CURRENT SURVEY CONTROL
 JZ1841  ______________________________________________________________________
 JZ1841* NAD 83(1986) POSITION- 39 19 42.     (N) 085 26 15.     (W)   SCALED
 JZ1841* NAVD 88 ORTHO HEIGHT -   305.626 (meters)     1002.71  (feet) ADJUSTED
 JZ1841  ______________________________________________________________________
 JZ1841  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1841  DYNAMIC HEIGHT  -        305.434 (meters)     1002.08  (feet) COMP
 JZ1841  MODELED GRAVITY -    979,991.2   (mgal)                       NAVD 88
 JZ1841
 JZ1841  VERT ORDER      -  FIRST     CLASS II
 JZ1841
 JZ1841.The horizontal coordinates were scaled from a map and have
 JZ1841.an estimated accuracy of +/- 6 seconds.
 JZ1841
 JZ1841.The orthometric height was determined by differential leveling and
 JZ1841.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1841.in June 1991.
 JZ1841
 JZ1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1841.GEOID18 height accuracy estimate available here.
 JZ1841
 JZ1841.Click photographs - Photos may exist for this station.
 JZ1841
 JZ1841.The dynamic height is computed by dividing the NAVD 88
 JZ1841.geopotential number by the normal gravity value computed on the
 JZ1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1841.degrees latitude (g = 980.6199 gals.).
 JZ1841
 JZ1841.The modeled gravity was interpolated from observed gravity values.
 JZ1841
 JZ1841;                    North         East    Units  Estimated Accuracy
 JZ1841;SPC IN E     -   452,970.      119,760.      MT  (+/- 180 meters Scaled)
 JZ1841
 JZ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ346543(NAD 83)
 JZ1841
 JZ1841                          SUPERSEDED SURVEY CONTROL
 JZ1841
 JZ1841  NGVD 29 (??/??/92)  305.759  (m)         1003.14   (f) ADJ UNCH    1 2
 JZ1841
 JZ1841.Superseded values are not recommended for survey control.
 JZ1841
 JZ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1841.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1841
 JZ1841_MARKER: DB = BENCH MARK DISK
 JZ1841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1841_SP_SET: HEADWALL
 JZ1841_STAMPING: E 272 1947
 JZ1841_MARK LOGO: CGS
 JZ1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1841+STABILITY: SURFACE MOTION
 JZ1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1841+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2010
 JZ1841
 JZ1841  HISTORY     - Date     Condition        Report By
 JZ1841  HISTORY     - 1947     MONUMENTED       CGS
 JZ1841  HISTORY     - 1986     GOOD             NGS
 JZ1841  HISTORY     - 20100816 GOOD             HANPRO
 JZ1841
 JZ1841                          STATION DESCRIPTION
 JZ1841
 JZ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1841'3 MI SE FROM GREENSBURG.
 JZ1841'ABOUT 2.95 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1841'FROM THE STATION AT GREENSBURG, ABOUT 0.25 MILE EAST OF A GRAVEL
 JZ1841'ROAD CROSSING, ABOUT 1.3 MILES WEST OF MC COY CROSSING, SET IN
 JZ1841'THE TOP OF THE SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE BOX
 JZ1841'CULVERT UNDER STATE HIGHWAY 46 WHICH PARALLELS THE TRACK, 59
 JZ1841'FEET NORTHEAST OF THE NORTHEAST RAIL, 32.5 FEET SOUTHWEST OF THE
 JZ1841'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF THE NORTHWEST
 JZ1841'END OF THE HEAD WALL, ABOUT 1 FOOT ABOVE THE TRACK AND ABOUT 4
 JZ1841'FEET BELOW THE HIGHWAY.
 JZ1841
 JZ1841                          STATION RECOVERY (1986)
 JZ1841
 JZ1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1841'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 JZ1841'SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION WITH
 JZ1841'INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 3.8 KM (2.35 MI)
 JZ1841'SOUTHEASTERLY ALONG STATE HIGHWAY 46.
 JZ1841
 JZ1841                          STATION RECOVERY (2010)
 JZ1841
 JZ1841'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2010 (RLW)
 JZ1841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0552 ***********************************************************************
 JZ0552  DESIGNATION -  E 273
 JZ0552  PID         -  JZ0552
 JZ0552  STATE/COUNTY-  IN/DEARBORN
 JZ0552  COUNTRY     -  US
 JZ0552  USGS QUAD   -  GUILFORD (2019)
 JZ0552
 JZ0552                         *CURRENT SURVEY CONTROL
 JZ0552  ______________________________________________________________________
 JZ0552* NAD 83(1986) POSITION- 39 10 20.     (N) 084 56 24.     (W)   SCALED
 JZ0552* NAVD 88 ORTHO HEIGHT -   175.005 (meters)      574.16  (feet) ADJUSTED
 JZ0552  ______________________________________________________________________
 JZ0552  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 JZ0552  DYNAMIC HEIGHT  -        174.896 (meters)      573.80  (feet) COMP
 JZ0552  MODELED GRAVITY -    979,999.5   (mgal)                       NAVD 88
 JZ0552
 JZ0552  VERT ORDER      -  FIRST     CLASS II
 JZ0552
 JZ0552.The horizontal coordinates were scaled from a map and have
 JZ0552.an estimated accuracy of +/- 6 seconds.
 JZ0552
 JZ0552.The orthometric height was determined by differential leveling and
 JZ0552.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0552.in June 1991.
 JZ0552
 JZ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0552.GEOID18 height accuracy estimate available here.
 JZ0552
 JZ0552.Click photographs - Photos may exist for this station.
 JZ0552
 JZ0552.The dynamic height is computed by dividing the NAVD 88
 JZ0552.geopotential number by the normal gravity value computed on the
 JZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0552.degrees latitude (g = 980.6199 gals.).
 JZ0552
 JZ0552.The modeled gravity was interpolated from observed gravity values.
 JZ0552
 JZ0552;                    North         East    Units  Estimated Accuracy
 JZ0552;SPC IN E     -   435,870.      162,790.      MT  (+/- 180 meters Scaled)
 JZ0552
 JZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779379(NAD 83)
 JZ0552
 JZ0552                          SUPERSEDED SURVEY CONTROL
 JZ0552
 JZ0552  NGVD 29 (??/??/92)  175.208  (m)          574.83   (f) ADJ UNCH    1 2
 JZ0552
 JZ0552.Superseded values are not recommended for survey control.
 JZ0552
 JZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0552.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0552
 JZ0552_MARKER: DB = BENCH MARK DISK
 JZ0552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0552_SP_SET: CULVERT HEADWALL
 JZ0552_STAMPING: E 273 1947
 JZ0552_MARK LOGO: CGS
 JZ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0552+STABILITY: SURFACE MOTION
 JZ0552
 JZ0552  HISTORY     - Date     Condition        Report By
 JZ0552  HISTORY     - 1947     MONUMENTED       CGS
 JZ0552  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0552
 JZ0552                          STATION DESCRIPTION
 JZ0552
 JZ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0552'1.6 MI NW FROM GUILFORD.
 JZ0552'1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0552'THE STATION AT GUILFORD, SET IN THE TOP OF THE WEST END OF THE
 JZ0552'NORTH HEAD WALL OF CONCRETE RAILROAD CULVERT NO. 187, 7.8 FEET
 JZ0552'NORTH OF THE NORTH RAIL AND ABOUT 1.5 FEET BELOW THE TRACK.
 JZ0552'NOTE-- MARK IS SUBJECT TO BE COVERED WITH CINDERS AND ROCKS IN
 JZ0552'THE FUTURE.
 JZ0552
 JZ0552                          STATION RECOVERY (1986)
 JZ0552
 JZ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0631 ***********************************************************************
 JZ0631  DESIGNATION -  E 274
 JZ0631  PID         -  JZ0631
 JZ0631  STATE/COUNTY-  IN/DEARBORN
 JZ0631  COUNTRY     -  US
 JZ0631  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0631
 JZ0631                         *CURRENT SURVEY CONTROL
 JZ0631  ______________________________________________________________________
 JZ0631* NAD 83(1986) POSITION- 39 06 15.     (N) 084 50 08.     (W)   SCALED
 JZ0631* NAVD 88 ORTHO HEIGHT -   146.505 (meters)      480.66  (feet) ADJUSTED
 JZ0631  ______________________________________________________________________
 JZ0631  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ0631  DYNAMIC HEIGHT  -        146.414 (meters)      480.36  (feet) COMP
 JZ0631  MODELED GRAVITY -    980,005.8   (mgal)                       NAVD 88
 JZ0631
 JZ0631  VERT ORDER      -  FIRST     CLASS II
 JZ0631
 JZ0631.The horizontal coordinates were scaled from a map and have
 JZ0631.an estimated accuracy of +/- 6 seconds.
 JZ0631
 JZ0631.The orthometric height was determined by differential leveling and
 JZ0631.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0631.in June 1991.
 JZ0631
 JZ0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0631.GEOID18 height accuracy estimate available here.
 JZ0631
 JZ0631.Click photographs - Photos may exist for this station.
 JZ0631
 JZ0631.The dynamic height is computed by dividing the NAVD 88
 JZ0631.geopotential number by the normal gravity value computed on the
 JZ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0631.degrees latitude (g = 980.6199 gals.).
 JZ0631
 JZ0631.The modeled gravity was interpolated from observed gravity values.
 JZ0631
 JZ0631;                    North         East    Units  Estimated Accuracy
 JZ0631;SPC IN E     -   428,390.      171,890.      MT  (+/- 180 meters Scaled)
 JZ0631
 JZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ871305(NAD 83)
 JZ0631
 JZ0631                          SUPERSEDED SURVEY CONTROL
 JZ0631
 JZ0631  NGVD 29 (??/??/92)  146.714  (m)          481.34   (f) ADJ UNCH    1 2
 JZ0631
 JZ0631.Superseded values are not recommended for survey control.
 JZ0631
 JZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0631.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0631
 JZ0631_MARKER: DB = BENCH MARK DISK
 JZ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0631_STAMPING: E 274 1947
 JZ0631_MARK LOGO: CGS
 JZ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0631+STABILITY: SURFACE MOTION
 JZ0631
 JZ0631  HISTORY     - Date     Condition        Report By
 JZ0631  HISTORY     - 1947     MONUMENTED       CGS
 JZ0631  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0631  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0631
 JZ0631                          STATION DESCRIPTION
 JZ0631
 JZ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0631'1 MI NE FROM LAWRENCEBURG.
 JZ0631'0.95 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0631'THE POST OFFICE AT LAWRENCEBURG, AT POLE 20+42 1/2, AT A GRAVEL
 JZ0631'LANE CROSSING, 30.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 56 FEET
 JZ0631'NORTH OF THE CENTER LINE OF THE GRAVEL LANE CROSSING, 16.5 FEET
 JZ0631'SOUTHEAST OF THE EAST CORNER OF AN OLD ABANDONED FARM HOUSE WITH
 JZ0631'STONE FOUNDATION, 12 FEET NORTHWEST OF THE CENTER LINE OF A
 JZ0631'LANE PARALLELING THE TRACK, 9.5 FEET NORTHEAST OF A 30-INCH TREE,
 JZ0631'1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 5 FEET BELOW
 JZ0631'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ0631'INCHES.
 JZ0631
 JZ0631                          STATION RECOVERY (1977)
 JZ0631
 JZ0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0631'MARK NOT FOUND.
 JZ0631
 JZ0631                          STATION RECOVERY (1986)
 JZ0631
 JZ0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0631'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0103 ***********************************************************************
 HB0103  DESIGNATION -  E 275
 HB0103  PID         -  HB0103
 HB0103  STATE/COUNTY-  IN/POSEY
 HB0103  COUNTRY     -  US
 HB0103  USGS QUAD   -  WABASH ISLAND (2019)
 HB0103
 HB0103                         *CURRENT SURVEY CONTROL
 HB0103  ______________________________________________________________________
 HB0103* NAD 83(1986) POSITION- 37 51 44.     (N) 088 02 04.     (W)   SCALED
 HB0103* NAVD 88 ORTHO HEIGHT -   108.908 (meters)      357.31  (feet) ADJUSTED
 HB0103  ______________________________________________________________________
 HB0103  GEOID HEIGHT    -        -30.299 (meters)                     GEOID18
 HB0103  DYNAMIC HEIGHT  -        108.833 (meters)      357.06  (feet) COMP
 HB0103  MODELED GRAVITY -    979,945.7   (mgal)                       NAVD 88
 HB0103
 HB0103  VERT ORDER      -  FIRST     CLASS II
 HB0103
 HB0103.The horizontal coordinates were scaled from a map and have
 HB0103.an estimated accuracy of +/- 6 seconds.
 HB0103
 HB0103.The orthometric height was determined by differential leveling and
 HB0103.adjusted by the NATIONAL GEODETIC SURVEY
 HB0103.in June 1991.
 HB0103
 HB0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0103.GEOID18 height accuracy estimate available here.
 HB0103
 HB0103.Click photographs - Photos may exist for this station.
 HB0103
 HB0103.The dynamic height is computed by dividing the NAVD 88
 HB0103.geopotential number by the normal gravity value computed on the
 HB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0103.degrees latitude (g = 980.6199 gals.).
 HB0103
 HB0103.The modeled gravity was interpolated from observed gravity values.
 HB0103
 HB0103;                    North         East    Units  Estimated Accuracy
 HB0103;SPC IN W     -   290,630.      816,310.      MT  (+/- 180 meters Scaled)
 HB0103
 HB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG090910(NAD 83)
 HB0103
 HB0103                          SUPERSEDED SURVEY CONTROL
 HB0103
 HB0103  NGVD 29 (11/26/84)  109.014  (m)          357.66   (f) ADJUSTED    1 2
 HB0103
 HB0103.Superseded values are not recommended for survey control.
 HB0103
 HB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0103.See file dsdata.pdf to determine how the superseded data were derived.
 HB0103
 HB0103_MARKER: DB = BENCH MARK DISK
 HB0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0103_STAMPING: E 275 1954
 HB0103_MARK LOGO: CGS
 HB0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0103+STABILITY: SURFACE MOTION
 HB0103
 HB0103  HISTORY     - Date     Condition        Report By
 HB0103  HISTORY     - 1954     MONUMENTED       CGS
 HB0103
 HB0103                          STATION DESCRIPTION
 HB0103
 HB0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0103'8.4 MI SW FROM PRAIRIE.
 HB0103'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0103'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG A GRAVEL
 HB0103'ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL
 HB0103'ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD,
 HB0103'THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0
 HB0103'MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.4 MILE SOUTH OF A ROAD
 HB0103'EAST, ABOUT 0.15 MILE NORTH OF JUNCTION OF A DIM ROAD WEST,
 HB0103'MARK IS SET IN THE EXTENDED LINE OF A PROPERTY LINE BETWEEN TWO
 HB0103'FARMS ON WEST SIDE OF A ROAD (BELIEVED TO BE LINE BETWEEN SECTIONS
 HB0103'6 AND 31 T 7 S, R 10 E, 20 1/2 FEET EAST OF CENTER LINE OF ROAD,
 HB0103'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 HB0103'BELOW LEVEL OF ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HB0103'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1596 ***********************************************************************
 JZ1596  DESIGNATION -  E 276
 JZ1596  PID         -  JZ1596
 JZ1596  STATE/COUNTY-  IN/WAYNE
 JZ1596  COUNTRY     -  US
 JZ1596  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1596
 JZ1596                         *CURRENT SURVEY CONTROL
 JZ1596  ______________________________________________________________________
 JZ1596* NAD 83(1986) POSITION- 39 47 18.     (N) 085 11 01.     (W)   SCALED
 JZ1596* NAVD 88 ORTHO HEIGHT -   309.916 (meters)     1016.78  (feet) ADJUSTED
 JZ1596  ______________________________________________________________________
 JZ1596  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 JZ1596  DYNAMIC HEIGHT  -        309.737 (meters)     1016.20  (feet) COMP
 JZ1596  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 JZ1596
 JZ1596  VERT ORDER      -  SECOND    CLASS 0
 JZ1596
 JZ1596.The horizontal coordinates were scaled from a map and have
 JZ1596.an estimated accuracy of +/- 6 seconds.
 JZ1596
 JZ1596.The orthometric height was determined by differential leveling and
 JZ1596.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1596.in June 1991.
 JZ1596
 JZ1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1596.GEOID18 height accuracy estimate available here.
 JZ1596
 JZ1596.Click photographs - Photos may exist for this station.
 JZ1596
 JZ1596.The dynamic height is computed by dividing the NAVD 88
 JZ1596.geopotential number by the normal gravity value computed on the
 JZ1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1596.degrees latitude (g = 980.6199 gals.).
 JZ1596
 JZ1596.The modeled gravity was interpolated from observed gravity values.
 JZ1596
 JZ1596;                    North         East    Units  Estimated Accuracy
 JZ1596;SPC IN E     -   504,130.      141,380.      MT  (+/- 180 meters Scaled)
 JZ1596
 JZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555058(NAD 83)
 JZ1596
 JZ1596                          SUPERSEDED SURVEY CONTROL
 JZ1596
 JZ1596  NGVD 29 (??/??/92)  310.055  (m)         1017.24   (f) ADJ UNCH    2 0
 JZ1596
 JZ1596.Superseded values are not recommended for survey control.
 JZ1596
 JZ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1596.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1596
 JZ1596_MARKER: DB = BENCH MARK DISK
 JZ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1596_STAMPING: E 276 1947
 JZ1596_MARK LOGO: CGS
 JZ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1596+STABILITY: SURFACE MOTION
 JZ1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1596+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1596
 JZ1596  HISTORY     - Date     Condition        Report By
 JZ1596  HISTORY     - 1947     MONUMENTED       CGS
 JZ1596  HISTORY     - 1973     GOOD             NGS
 JZ1596  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1596
 JZ1596                          STATION DESCRIPTION
 JZ1596
 JZ1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1596'2 MI S FROM CAMBRIDGE CITY.
 JZ1596'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1596'AT CAMBRIDGE CITY, THENCE 1.65 MILE SOUTH ALONG A GRAVEL ROAD,
 JZ1596'AT THE NORTHEAST CORNER OF FAYETTE COUNTY, IN THE NORTHEAST
 JZ1596'QUARTER OF A CROSSROAD, 37 FEET WEST OF THE CENTER LINE OF THE
 JZ1596'NORTH-SOUTH ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE
 JZ1596'EAST-WEST ROAD, 19.5 FEET WEST OF A FENCE CORNER, 8.5 FEET EAST
 JZ1596'OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A WIRE FENCE, 2 FEET WEST
 JZ1596'OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE CENTER OF THE
 JZ1596'CROSSROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1596'4 INCHES.
 JZ1596
 JZ1596                          STATION RECOVERY (1973)
 JZ1596
 JZ1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ1596'RECOVERED IN GOOD CONDITION.
 JZ1596
 JZ1596                          STATION RECOVERY (2003)
 JZ1596
 JZ1596'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1596'39 45.543 85 9.947 (17FT ACCURACY)
 JZ1596'THE MONUMENT IS AT A SLIGHT TILT.  THE FENCE AND WITNESS POST ARE
 JZ1596'GONE.  ALL ROADS ARE PAVED.  HOLTSCLAW ROAD IS N-S.  LINDSEY ROAD IS
 JZ1596'E-W.
 JZ1596'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1468 ***********************************************************************
 JZ1468  DESIGNATION -  E 277
 JZ1468  PID         -  JZ1468
 JZ1468  STATE/COUNTY-  IN/WAYNE
 JZ1468  COUNTRY     -  US
 JZ1468  USGS QUAD   -  NEW PARIS (2016)
 JZ1468
 JZ1468                         *CURRENT SURVEY CONTROL
 JZ1468  ______________________________________________________________________
 JZ1468* NAD 83(1986) POSITION- 39 45 22.     (N) 084 50 56.     (W)   SCALED
 JZ1468* NAVD 88 ORTHO HEIGHT -   343.604 (meters)     1127.31  (feet) ADJUSTED
 JZ1468  ______________________________________________________________________
 JZ1468  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 JZ1468  DYNAMIC HEIGHT  -        343.402 (meters)     1126.64  (feet) COMP
 JZ1468  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 JZ1468
 JZ1468  VERT ORDER      -  SECOND    CLASS 0
 JZ1468
 JZ1468.This mark is at Richmond Airport (RID)
 JZ1468
 JZ1468.The horizontal coordinates were scaled from a map and have
 JZ1468.an estimated accuracy of +/- 6 seconds.
 JZ1468
 JZ1468.The orthometric height was determined by differential leveling and
 JZ1468.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1468.in June 1991.
 JZ1468
 JZ1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1468.GEOID18 height accuracy estimate available here.
 JZ1468
 JZ1468.Click photographs - Photos may exist for this station.
 JZ1468
 JZ1468.The dynamic height is computed by dividing the NAVD 88
 JZ1468.geopotential number by the normal gravity value computed on the
 JZ1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1468.degrees latitude (g = 980.6199 gals.).
 JZ1468
 JZ1468.The modeled gravity was interpolated from observed gravity values.
 JZ1468
 JZ1468;                    North         East    Units  Estimated Accuracy
 JZ1468;SPC IN E     -   500,760.      170,080.      MT  (+/- 180 meters Scaled)
 JZ1468
 JZ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK842029(NAD 83)
 JZ1468
 JZ1468                          SUPERSEDED SURVEY CONTROL
 JZ1468
 JZ1468  NGVD 29 (??/??/92)  343.749  (m)         1127.78   (f) ADJ UNCH    2 0
 JZ1468
 JZ1468.Superseded values are not recommended for survey control.
 JZ1468
 JZ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1468.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1468
 JZ1468_MARKER: DB = BENCH MARK DISK
 JZ1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1468_STAMPING: E 277 1947
 JZ1468_MARK LOGO: CGS
 JZ1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1468+STABILITY: SURFACE MOTION
 JZ1468
 JZ1468  HISTORY     - Date     Condition        Report By
 JZ1468  HISTORY     - 1947     MONUMENTED       CGS
 JZ1468
 JZ1468                          STATION DESCRIPTION
 JZ1468
 JZ1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1468'1 MI N FROM BOSTON.
 JZ1468'1.0 MILE NORTH ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 JZ1468'STATE HIGHWAY 122 AT BOSTON, AT THE RICHMOND MUNICIPAL AIRPORT,
 JZ1468'ABOUT 0.2 MILE EAST OF THE HIGHWAY, 80 FEET NORTH OF THE CENTER
 JZ1468'LINE OF THE ENTRANCE ROAD, 49 FEET NORTH OF THE NORTH EDGE OF A
 JZ1468'PARKING LOT, 3.5 FEET NORTH OF A FLAG POLE, 358 FEET EAST-SOUTHEAST
 JZ1468'OF THE SOUTHEAST LEG OF AN AIRWAY BEACON LIGHT, 1.5 FEET EAST
 JZ1468'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1468'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1322 ***********************************************************************
 HZ1322  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1322  DESIGNATION -  E 278
 HZ1322  PID         -  HZ1322
 HZ1322  STATE/COUNTY-  IN/FLOYD
 HZ1322  COUNTRY     -  US
 HZ1322  USGS QUAD   -  NEW ALBANY (2019)
 HZ1322
 HZ1322                         *CURRENT SURVEY CONTROL
 HZ1322  ______________________________________________________________________
 HZ1322* NAD 83(2011) POSITION- 38 21 40.63431(N) 085 49 00.93101(W)   ADJUSTED
 HZ1322* NAD 83(2011) ELLIP HT-   132.420 (meters)        (06/27/12)   ADJUSTED
 HZ1322* NAD 83(2011) EPOCH   -  2010.00
 HZ1322* NAVD 88 ORTHO HEIGHT -   165.816 (meters)      544.01  (feet) ADJUSTED
 HZ1322  ______________________________________________________________________
 HZ1322  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 HZ1322  NAD 83(2011) X  -    365,282.795 (meters)                     COMP
 HZ1322  NAD 83(2011) Y  - -4,994,403.613 (meters)                     COMP
 HZ1322  NAD 83(2011) Z  -  3,937,049.579 (meters)                     COMP
 HZ1322  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 HZ1322  DYNAMIC HEIGHT  -        165.703 (meters)      543.64  (feet) COMP
 HZ1322  MODELED GRAVITY -    979,943.2   (mgal)                       NAVD 88
 HZ1322
 HZ1322  VERT ORDER      -  FIRST     CLASS II
 HZ1322
 HZ1322  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1322  Standards:
 HZ1322         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1322            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1322  -------------------------------------------------------------------
 HZ1322  NETWORK    0.47   1.10           0.21   0.17   0.56      0.01278188
 HZ1322  -------------------------------------------------------------------
 HZ1322  Click here for local accuracies and other accuracy information.
 HZ1322
 HZ1322.The horizontal coordinates were established by GPS observations
 HZ1322.and adjusted by the National Geodetic Survey in June 2012.
 HZ1322
 HZ1322.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1322.been affixed to the stable North American tectonic plate. See 
 HZ1322.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1322
 HZ1322.The horizontal coordinates are valid at the epoch date displayed above
 HZ1322.which is a decimal equivalence of Year/Month/Day.
 HZ1322
 HZ1322.The orthometric height was determined by differential leveling and
 HZ1322.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1322.in June 1991.
 HZ1322
 HZ1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1322.GEOID18 height accuracy estimate available here.
 HZ1322
 HZ1322.Click photographs - Photos may exist for this station.
 HZ1322
 HZ1322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1322
 HZ1322.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1322
 HZ1322.The ellipsoidal height was determined by GPS observations
 HZ1322.and is referenced to NAD 83.
 HZ1322
 HZ1322.The dynamic height is computed by dividing the NAVD 88
 HZ1322.geopotential number by the normal gravity value computed on the
 HZ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1322.degrees latitude (g = 980.6199 gals.).
 HZ1322
 HZ1322.The modeled gravity was interpolated from observed gravity values.
 HZ1322
 HZ1322. The following values were computed from the NAD 83(2011) position.
 HZ1322
 HZ1322;                    North         East     Units Scale Factor Converg.
 HZ1322;SPC IN E     -   345,606.231    86,867.860   MT  0.99996879   -0 05 35.7
 HZ1322;SPC IN E     - 1,133,876.44    284,998.97   sFT  0.99996879   -0 05 35.7
 HZ1322;UTM  16      - 4,246,564.164   603,360.847   MT  0.99973157   +0 44 03.5
 HZ1322
 HZ1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1322!SPC IN E     -   0.99997922  x   0.99996879  =   0.99994801
 HZ1322!UTM  16      -   0.99997922  x   0.99973157  =   0.99971080
 HZ1322
 HZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0336046564(NAD 83)
 HZ1322
 HZ1322                          SUPERSEDED SURVEY CONTROL
 HZ1322
 HZ1322  NAD 83(2007)-  38 21 40.63434(N)    085 49 00.93185(W) AD(2002.00) 0
 HZ1322  ELLIP H (02/10/07)  132.441  (m)                       GP(2002.00)    
 HZ1322  NAD 83(1997)-  38 21 40.63466(N)    085 49 00.93197(W) AD(       ) B
 HZ1322  ELLIP H (04/10/98)  132.460  (m)                       GP(       ) 4 1
 HZ1322  NAVD 88             165.82   (m)          544.0    (f) LEVELING    3  
 HZ1322  NGVD 29 (??/??/92)  165.954  (m)          544.47   (f) ADJ UNCH    1 2
 HZ1322
 HZ1322.Superseded values are not recommended for survey control.
 HZ1322
 HZ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1322.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1322
 HZ1322_MARKER: DB = BENCH MARK DISK
 HZ1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1322_STAMPING: E 278 1949
 HZ1322_MARK LOGO: CGS
 HZ1322_PROJECTION: RECESSED 8 CENTIMETERS
 HZ1322_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1322+STABILITY: SURFACE MOTION
 HZ1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1322+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 HZ1322
 HZ1322  HISTORY     - Date     Condition        Report By
 HZ1322  HISTORY     - 1949     MONUMENTED       CGS
 HZ1322  HISTORY     - 19970827 GOOD             SEC
 HZ1322  HISTORY     - 20000916 GOOD             INDNR
 HZ1322  HISTORY     - 20160304 GOOD             GEOCAC
 HZ1322  HISTORY     - 20160307 GOOD             INDOT
 HZ1322
 HZ1322                          STATION DESCRIPTION
 HZ1322
 HZ1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1322'5.4 MI N FROM NEW ALBANY.
 HZ1322'ABOUT 5.4 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1322'LOUISVILLE RAILWAY FROM THE STATION AT NEW ALBANY, AT A DIM ROAD
 HZ1322'JUNCTION NEAR A ROAD CROSSING, 44.5 FEET WEST-NORTHWEST AND
 HZ1322'ACROSS DIM ROAD NORTH FROM THE CENTER OF THE CROSSING, 42 FEET
 HZ1322'WEST-NORTHWEST AND ACROSS DIM ROAD NORTH FROM THE WEST-NORTHWEST
 HZ1322'RAIL, 18 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 HZ1322'TWO ROADS, 17 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD WEST,
 HZ1322'9.5 FEET WEST OF THE CENTER LINE OF THE DIM ROAD NORTH, 7.5 FEET
 HZ1322'NORTH-NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE
 HZ1322'LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HZ1322'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1322'3 INCHES.
 HZ1322
 HZ1322                          STATION RECOVERY (1997)
 HZ1322
 HZ1322'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1322'THE STATION IS LOCATED 2 MILES (3.2 KM) NORTH OF NEW ALBANY AND 1.7
 HZ1322'MILES (2.7 KM) NORTH OF INTERSTATE 265.  TO REACH THE STATION FROM THE
 HZ1322'STATE HIGHWAY 111 INTERCHANGE ON INTERSTATE 265, GO NORTH ON STATE
 HZ1322'HIGHWAY 111 FOR 1.7 MILES (2.7 KM) TO A CROSS ROAD (DURGEE ROAD), TURN
 HZ1322'LEFT AND GO WEST ON DURGEE ROAD FOR 0.1 MILES (0.2 KM) TO JUST ACROSS
 HZ1322'THE RAILROAD TRACKS TO STATION ON RIGHT, IN GRAVEL DRIVE OF DRIVEWAY
 HZ1322'TO NORTH, IN THE RIGHT-OF-WAY OF DURGEE ROAD. CONTACT IS ROAD
 HZ1322'SUPERINTENDENT HERMAN BANET 311-319 WEST 1ST STREET, ROOM 214, NEW
 HZ1322'ALBANY IN 47150, PHONE 812-923-3041.  THE STATION IS SET IN A ROUND
 HZ1322'CONCRETE MONUMENT, ABOUT LEVEL WITH RAILROAD TRACKS AND FLUSH WITH
 HZ1322'GRAVEL ROAD.  IT IS 13.29 METERS (43.60 FT) WEST OF THE WEST RAIL OF
 HZ1322'RAILROAD, 7.16 METERS (23.49 FT) NORTHEAST OF UTILITY POLE, 5.03
 HZ1322'METERS (16.50 FT) NORTH OF THE CENTERLINE OF DURGEE ROAD AND 4.04
 HZ1322'METERS (13.25 FT) SOUTHEAST OF METAL WITNESS SIGN.
 HZ1322
 HZ1322                          STATION RECOVERY (2000)
 HZ1322
 HZ1322'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 HZ1322'RECOVERED IN GOOD CONDITION.
 HZ1322
 HZ1322                          STATION RECOVERY (2016)
 HZ1322
 HZ1322'RECOVERY NOTE BY GEOCACHING 2016 (PK)
 HZ1322'RECOVERED AS DESCRIBED IN GOOD CONDITION.  WITNESS POST ALSO IN GOOD
 HZ1322'CONDITION.
 HZ1322
 HZ1322                          STATION RECOVERY (2016)
 HZ1322
 HZ1322'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CS)
 HZ1322'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0208 ***********************************************************************
 JA0208  DESIGNATION -  E 279
 JA0208  PID         -  JA0208
 JA0208  STATE/COUNTY-  IN/WASHINGTON
 JA0208  COUNTRY     -  US
 JA0208  USGS QUAD   -  SALEM (2019)
 JA0208
 JA0208                         *CURRENT SURVEY CONTROL
 JA0208  ______________________________________________________________________
 JA0208* NAD 83(1986) POSITION- 38 36 08.     (N) 086 06 09.     (W)   SCALED
 JA0208* NAVD 88 ORTHO HEIGHT -   221.998 (meters)      728.34  (feet) ADJUSTED
 JA0208  ______________________________________________________________________
 JA0208  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 JA0208  DYNAMIC HEIGHT  -        221.850 (meters)      727.85  (feet) COMP
 JA0208  MODELED GRAVITY -    979,957.3   (mgal)                       NAVD 88
 JA0208
 JA0208  VERT ORDER      -  FIRST     CLASS II
 JA0208
 JA0208.The horizontal coordinates were scaled from a map and have
 JA0208.an estimated accuracy of +/- 6 seconds.
 JA0208
 JA0208.The orthometric height was determined by differential leveling and
 JA0208.adjusted by the NATIONAL GEODETIC SURVEY
 JA0208.in June 1991.
 JA0208
 JA0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0208.GEOID18 height accuracy estimate available here.
 JA0208
 JA0208.Click photographs - Photos may exist for this station.
 JA0208
 JA0208.The dynamic height is computed by dividing the NAVD 88
 JA0208.geopotential number by the normal gravity value computed on the
 JA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0208.degrees latitude (g = 980.6199 gals.).
 JA0208
 JA0208.The modeled gravity was interpolated from observed gravity values.
 JA0208
 JA0208;                    North         East    Units  Estimated Accuracy
 JA0208;SPC IN E     -   372,430.       62,040.      MT  (+/- 180 meters Scaled)
 JA0208
 JA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH781730(NAD 83)
 JA0208
 JA0208                          SUPERSEDED SURVEY CONTROL
 JA0208
 JA0208  NGVD 29 (??/??/92)  222.115  (m)          728.72   (f) ADJ UNCH    1 2
 JA0208
 JA0208.Superseded values are not recommended for survey control.
 JA0208
 JA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0208.See file dsdata.pdf to determine how the superseded data were derived.
 JA0208
 JA0208_MARKER: DB = BENCH MARK DISK
 JA0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0208_SP_SET: BRIDGE
 JA0208_STAMPING: E 279 1949
 JA0208_MARK LOGO: CGS
 JA0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0208
 JA0208  HISTORY     - Date     Condition        Report By
 JA0208  HISTORY     - 1949     MONUMENTED       CGS
 JA0208
 JA0208                          STATION DESCRIPTION
 JA0208
 JA0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0208'AT SALEM.
 JA0208'AT SALEM, ABOUT 0.1 MILE WEST OF THE CHICAGO, INDIANAPOLIS AND
 JA0208'LOUISVILLE RAILWAY STATION, SET IN THE TOP OF THE EAST END OF THE
 JA0208'SOUTH HEADWALL OF RAILWAY BRIDGE 282.2, 4.5 FEET SOUTH OF THE
 JA0208'SOUTH RAIL OF THE MAIN TRACK AND ABOUT 1 FOOT BELOW THE LEVEL OF
 JA0208'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0806 ***********************************************************************
 JA0806  DESIGNATION -  E 280
 JA0806  PID         -  JA0806
 JA0806  STATE/COUNTY-  IN/GREENE
 JA0806  COUNTRY     -  US
 JA0806  USGS QUAD   -  OWENSBURG (2019)
 JA0806
 JA0806                         *CURRENT SURVEY CONTROL
 JA0806  ______________________________________________________________________
 JA0806* NAD 83(1986) POSITION- 38 57 33.     (N) 086 44 36.     (W)   SCALED
 JA0806* NAVD 88 ORTHO HEIGHT -   264.551 (meters)      867.95  (feet) ADJUSTED
 JA0806  ______________________________________________________________________
 JA0806  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 JA0806  DYNAMIC HEIGHT  -        264.383 (meters)      867.40  (feet) COMP
 JA0806  MODELED GRAVITY -    979,986.6   (mgal)                       NAVD 88
 JA0806
 JA0806  VERT ORDER      -  FIRST     CLASS II
 JA0806
 JA0806.The horizontal coordinates were scaled from a map and have
 JA0806.an estimated accuracy of +/- 6 seconds.
 JA0806
 JA0806.The orthometric height was determined by differential leveling and
 JA0806.adjusted by the NATIONAL GEODETIC SURVEY
 JA0806.in June 1991.
 JA0806
 JA0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0806.GEOID18 height accuracy estimate available here.
 JA0806
 JA0806.Click photographs - Photos may exist for this station.
 JA0806
 JA0806.The dynamic height is computed by dividing the NAVD 88
 JA0806.geopotential number by the normal gravity value computed on the
 JA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0806.degrees latitude (g = 980.6199 gals.).
 JA0806
 JA0806.The modeled gravity was interpolated from observed gravity values.
 JA0806
 JA0806;                    North         East    Units  Estimated Accuracy
 JA0806;SPC IN W     -   412,020.      929,470.      MT  (+/- 180 meters Scaled)
 JA0806
 JA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ222122(NAD 83)
 JA0806
 JA0806                          SUPERSEDED SURVEY CONTROL
 JA0806
 JA0806  NGVD 29 (??/??/92)  264.669  (m)          868.33   (f) ADJ UNCH    1 2
 JA0806
 JA0806.Superseded values are not recommended for survey control.
 JA0806
 JA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0806.See file dsdata.pdf to determine how the superseded data were derived.
 JA0806
 JA0806_MARKER: DB = BENCH MARK DISK
 JA0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0806_STAMPING: E 280 1949
 JA0806_MARK LOGO: CGS
 JA0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0806+STABILITY: SURFACE MOTION
 JA0806
 JA0806  HISTORY     - Date     Condition        Report By
 JA0806  HISTORY     - 1949     MONUMENTED       CGS
 JA0806
 JA0806                          STATION DESCRIPTION
 JA0806
 JA0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0806'2.3 MI N FROM OWENSBURG.
 JA0806'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 JA0806'STATE HIGHWAY 45 AND THE PAVED ROAD LEDAING EAST TO THE BUSINESS
 JA0806'SECTION OF OWENSBURG, AT A GRAVEL CROSS ROAD, 81 FEET SOUTHEAST
 JA0806'OF THE EAST END OF A 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 61
 JA0806'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH OF THE
 JA0806'CENTER LINE OF THE CROSS ROAD, 32 FEET NORTH OF A FENCE CORNER,
 JA0806'2 FEET WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JA0806'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 JA0806'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0117 ***********************************************************************
 JA0117  DESIGNATION -  E 281
 JA0117  PID         -  JA0117
 JA0117  STATE/COUNTY-  IN/LAWRENCE
 JA0117  COUNTRY     -  US
 JA0117  USGS QUAD   -  BEDFORD EAST (2019)
 JA0117
 JA0117                         *CURRENT SURVEY CONTROL
 JA0117  ______________________________________________________________________
 JA0117* NAD 83(1986) POSITION- 38 46 26.     (N) 086 29 10.     (W)   SCALED
 JA0117* NAVD 88 ORTHO HEIGHT -   198.178 (meters)      650.19  (feet) ADJUSTED
 JA0117  ______________________________________________________________________
 JA0117  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 JA0117  DYNAMIC HEIGHT  -        198.051 (meters)      649.77  (feet) COMP
 JA0117  MODELED GRAVITY -    979,984.0   (mgal)                       NAVD 88
 JA0117
 JA0117  VERT ORDER      -  FIRST     CLASS II
 JA0117
 JA0117.The horizontal coordinates were scaled from a map and have
 JA0117.an estimated accuracy of +/- 6 seconds.
 JA0117
 JA0117.The orthometric height was determined by differential leveling and
 JA0117.adjusted by the NATIONAL GEODETIC SURVEY
 JA0117.in June 1991.
 JA0117
 JA0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0117.GEOID18 height accuracy estimate available here.
 JA0117
 JA0117.Click photographs - Photos may exist for this station.
 JA0117
 JA0117.The dynamic height is computed by dividing the NAVD 88
 JA0117.geopotential number by the normal gravity value computed on the
 JA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0117.degrees latitude (g = 980.6199 gals.).
 JA0117
 JA0117.The modeled gravity was interpolated from observed gravity values.
 JA0117
 JA0117;                    North         East    Units  Estimated Accuracy
 JA0117;SPC IN W     -   391,570.      951,900.      MT  (+/- 180 meters Scaled)
 JA0117
 JA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH446918(NAD 83)
 JA0117
 JA0117                          SUPERSEDED SURVEY CONTROL
 JA0117
 JA0117  NGVD 29 (??/??/92)  198.290  (m)          650.56   (f) ADJ UNCH    1 2
 JA0117
 JA0117.Superseded values are not recommended for survey control.
 JA0117
 JA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0117.See file dsdata.pdf to determine how the superseded data were derived.
 JA0117
 JA0117_MARKER: DB = BENCH MARK DISK
 JA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0117_STAMPING: E 281 1949
 JA0117_MARK LOGO: CGS
 JA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0117+STABILITY: SURFACE MOTION
 JA0117
 JA0117  HISTORY     - Date     Condition        Report By
 JA0117  HISTORY     - 1949     MONUMENTED       CGS
 JA0117  HISTORY     - 1967     GOOD             CGS
 JA0117
 JA0117                          STATION DESCRIPTION
 JA0117
 JA0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0117'3 MI NW FROM MITCHELL.
 JA0117'MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  TO REACH THE
 JA0117'MARK FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60 AT THE WEST
 JA0117'EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 3 MILES TO AN OILED
 JA0117'CROSSROAD.  TURN RIGHT ON THE OILED ROAD AND GO EAST FOR 0.8
 JA0117'MILE TO A RAILROAD CROSSING AND THE MARK AS DESCRIBED.  ABOUT
 JA0117'3.0 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0117'RAILROAD FROM THE STATION AT MITCHELL, ABOUT 120 YARDS NORTH
 JA0117'OF MILE POST 253, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23
 JA0117'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTHWEST
 JA0117'OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER THE ROAD, 8
 JA0117'FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF THE R/W
 JA0117'FENCE, 4 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0117'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JA0117'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0789 ***********************************************************************
 JA0789  DESIGNATION -  E 282
 JA0789  PID         -  JA0789
 JA0789  STATE/COUNTY-  IN/LAWRENCE
 JA0789  COUNTRY     -  US
 JA0789  USGS QUAD   -  OOLITIC (2019)
 JA0789
 JA0789                         *CURRENT SURVEY CONTROL
 JA0789  ______________________________________________________________________
 JA0789* NAD 83(1986) POSITION- 38 55 23.     (N) 086 33 55.     (W)   SCALED
 JA0789* NAVD 88 ORTHO HEIGHT -   188.538 (meters)      618.56  (feet) ADJUSTED
 JA0789  ______________________________________________________________________
 JA0789  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 JA0789  DYNAMIC HEIGHT  -        188.420 (meters)      618.17  (feet) COMP
 JA0789  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 JA0789
 JA0789  VERT ORDER      -  FIRST     CLASS II
 JA0789
 JA0789.The horizontal coordinates were scaled from a map and have
 JA0789.an estimated accuracy of +/- 6 seconds.
 JA0789
 JA0789.The orthometric height was determined by differential leveling and
 JA0789.adjusted by the NATIONAL GEODETIC SURVEY
 JA0789.in June 1991.
 JA0789
 JA0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0789.GEOID18 height accuracy estimate available here.
 JA0789
 JA0789.Click photographs - Photos may exist for this station.
 JA0789
 JA0789.The dynamic height is computed by dividing the NAVD 88
 JA0789.geopotential number by the normal gravity value computed on the
 JA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0789.degrees latitude (g = 980.6199 gals.).
 JA0789
 JA0789.The modeled gravity was interpolated from observed gravity values.
 JA0789
 JA0789;                    North         East    Units  Estimated Accuracy
 JA0789;SPC IN W     -   408,080.      944,920.      MT  (+/- 180 meters Scaled)
 JA0789
 JA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ376083(NAD 83)
 JA0789
 JA0789                          SUPERSEDED SURVEY CONTROL
 JA0789
 JA0789  NGVD 29 (??/??/92)  188.65   (m)          618.9    (f) COMPUTED    1 2
 JA0789
 JA0789.Superseded values are not recommended for survey control.
 JA0789
 JA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0789.See file dsdata.pdf to determine how the superseded data were derived.
 JA0789
 JA0789_MARKER: DB = BENCH MARK DISK
 JA0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0789_SP_SET: BRIDGE
 JA0789_STAMPING: E 282 1949
 JA0789_MARK LOGO: CGS
 JA0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0789
 JA0789  HISTORY     - Date     Condition        Report By
 JA0789  HISTORY     - 1949     MONUMENTED       CGS
 JA0789
 JA0789                          STATION DESCRIPTION
 JA0789
 JA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0789'1.2 MI NW FROM AVOCA.
 JA0789'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE POST
 JA0789'OFFICE AT AVOCA, SET IN THE TOP OF THE NORTH END OF THE EAST
 JA0789'ABUTMENT OF A 40 FOOT BRIDGE OVER A SMALL STREAM, 13 FEET NORTH
 JA0789'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 JA0789'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0790 ***********************************************************************
 JA0790  DESIGNATION -  E 282 RESET
 JA0790  PID         -  JA0790
 JA0790  STATE/COUNTY-  IN/LAWRENCE
 JA0790  COUNTRY     -  US
 JA0790  USGS QUAD   -  OOLITIC (2019)
 JA0790
 JA0790                         *CURRENT SURVEY CONTROL
 JA0790  ______________________________________________________________________
 JA0790* NAD 83(1986) POSITION- 38 55 23.     (N) 086 33 57.     (W)   SCALED
 JA0790* NAVD 88 ORTHO HEIGHT -   188.95  (meters)      619.9   (feet) RESET
 JA0790  ______________________________________________________________________
 JA0790  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 JA0790  VERT ORDER      -  THIRD
 JA0790
 JA0790.The horizontal coordinates were scaled from a map and have
 JA0790.an estimated accuracy of +/- 6 seconds.
 JA0790
 JA0790.The orthometric height was computed from unverified reset data.
 JA0790
 JA0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0790.GEOID18 height accuracy estimate available here.
 JA0790
 JA0790.Click photographs - Photos may exist for this station.
 JA0790
 JA0790;                    North         East    Units  Estimated Accuracy
 JA0790;SPC IN W     -   408,080.      944,880.      MT  (+/- 180 meters Scaled)
 JA0790
 JA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ376083(NAD 83)
 JA0790
 JA0790                          SUPERSEDED SURVEY CONTROL
 JA0790
 JA0790  NGVD 29 (??/??/??)  189.06   (m)          620.3    (f) RESET       3  
 JA0790
 JA0790.Superseded values are not recommended for survey control.
 JA0790
 JA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0790.See file dsdata.pdf to determine how the superseded data were derived.
 JA0790
 JA0790_MARKER: DB = BENCH MARK DISK
 JA0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0790_SP_SET: BRIDGE
 JA0790_STAMPING: E 282 RESET 1958
 JA0790_MARK LOGO: CGS
 JA0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0790
 JA0790  HISTORY     - Date     Condition        Report By
 JA0790  HISTORY     - 1958     MONUMENTED       INHD
 JA0790
 JA0790                          STATION DESCRIPTION
 JA0790
 JA0790'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1958
 JA0790'1.2 MI NW FROM AVOCA.
 JA0790'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 JA0790'AT AVOCA, AT A 40-FOOT BRIDGE OVER A SMALL STREAM, IN THE TOP OF
 JA0790'THE NORTH END OF THE WEST ABUTMENT, 13 FEET NORTH OF THE
 JA0790'CENTERLINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1210 ***********************************************************************
 JA1210  DESIGNATION -  E 283
 JA1210  PID         -  JA1210
 JA1210  STATE/COUNTY-  IN/POSEY
 JA1210  COUNTRY     -  US
 JA1210  USGS QUAD   -  NEW HARMONY (2019)
 JA1210
 JA1210                         *CURRENT SURVEY CONTROL
 JA1210  ______________________________________________________________________
 JA1210* NAD 83(1986) POSITION- 38 09 27.     (N) 087 54 25.     (W)   SCALED
 JA1210* NAVD 88 ORTHO HEIGHT -   113.913 (meters)      373.73  (feet) ADJUSTED
 JA1210  ______________________________________________________________________
 JA1210  GEOID HEIGHT    -        -30.905 (meters)                     GEOID18
 JA1210  DYNAMIC HEIGHT  -        113.837 (meters)      373.48  (feet) COMP
 JA1210  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA1210
 JA1210  VERT ORDER      -  FIRST     CLASS II
 JA1210
 JA1210.The horizontal coordinates were scaled from a map and have
 JA1210.an estimated accuracy of +/- 6 seconds.
 JA1210
 JA1210.The orthometric height was determined by differential leveling and
 JA1210.adjusted by the NATIONAL GEODETIC SURVEY
 JA1210.in June 1991.
 JA1210
 JA1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1210.GEOID18 height accuracy estimate available here.
 JA1210
 JA1210.Click photographs - Photos may exist for this station.
 JA1210
 JA1210.The dynamic height is computed by dividing the NAVD 88
 JA1210.geopotential number by the normal gravity value computed on the
 JA1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1210.degrees latitude (g = 980.6199 gals.).
 JA1210
 JA1210.The modeled gravity was interpolated from observed gravity values.
 JA1210
 JA1210;                    North         East    Units  Estimated Accuracy
 JA1210;SPC IN W     -   323,300.      827,820.      MT  (+/- 180 meters Scaled)
 JA1210
 JA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH205236(NAD 83)
 JA1210
 JA1210                          SUPERSEDED SURVEY CONTROL
 JA1210
 JA1210  NGVD 29 (??/??/92)  114.037  (m)          374.14   (f) ADJ UNCH    1 2
 JA1210
 JA1210.Superseded values are not recommended for survey control.
 JA1210
 JA1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1210.See file dsdata.pdf to determine how the superseded data were derived.
 JA1210
 JA1210_MARKER: DB = BENCH MARK DISK
 JA1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1210_SP_SET: BRIDGE
 JA1210_STAMPING: E 283 1954
 JA1210_MARK LOGO: CGS
 JA1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1210
 JA1210  HISTORY     - Date     Condition        Report By
 JA1210  HISTORY     - 1954     MONUMENTED       CGS
 JA1210
 JA1210                          STATION DESCRIPTION
 JA1210
 JA1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1210'3.3 MI NE FROM NEW HARMONY.
 JA1210'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1210'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 2.1 MILES NORTH ALONG
 JA1210'A BLACK TOP ROAD, IN THE TOP OF THE WEST END OF THE NORTH
 JA1210'CONCRETE ABUTMENT OF A CONCRETE AND STEEL BRIDGE (40 FEET) OVER
 JA1210'A STREAM, ABOUT 120 YARDS NORTH OF A CURVE IN ROAD WITH
 JA1210'TANGENTS EXTENDING WEST AND NORTH, 10 FEET WEST OF CENTER LINE
 JA1210'OF BLACK TOP ROAD AND ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1185 ***********************************************************************
 JA1185  DESIGNATION -  E 284
 JA1185  PID         -  JA1185
 JA1185  STATE/COUNTY-  IN/GIBSON
 JA1185  COUNTRY     -  US
 JA1185  USGS QUAD   -  GRAYVILLE (2018)
 JA1185
 JA1185                         *CURRENT SURVEY CONTROL
 JA1185  ______________________________________________________________________
 JA1185* NAD 83(1986) POSITION- 38 17 04.     (N) 087 52 40.     (W)   SCALED
 JA1185* NAVD 88 ORTHO HEIGHT -   116.306 (meters)      381.58  (feet) ADJUSTED
 JA1185  ______________________________________________________________________
 JA1185  GEOID HEIGHT    -        -31.062 (meters)                     GEOID18
 JA1185  DYNAMIC HEIGHT  -        116.230 (meters)      381.33  (feet) COMP
 JA1185  MODELED GRAVITY -    979,974.2   (mgal)                       NAVD 88
 JA1185
 JA1185  VERT ORDER      -  FIRST     CLASS II
 JA1185
 JA1185.The horizontal coordinates were scaled from a map and have
 JA1185.an estimated accuracy of +/- 6 seconds.
 JA1185
 JA1185.The orthometric height was determined by differential leveling and
 JA1185.adjusted by the NATIONAL GEODETIC SURVEY
 JA1185.in June 1991.
 JA1185
 JA1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1185.GEOID18 height accuracy estimate available here.
 JA1185
 JA1185.Click photographs - Photos may exist for this station.
 JA1185
 JA1185.The dynamic height is computed by dividing the NAVD 88
 JA1185.geopotential number by the normal gravity value computed on the
 JA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1185.degrees latitude (g = 980.6199 gals.).
 JA1185
 JA1185.The modeled gravity was interpolated from observed gravity values.
 JA1185
 JA1185;                    North         East    Units  Estimated Accuracy
 JA1185;SPC IN W     -   337,370.      830,490.      MT  (+/- 180 meters Scaled)
 JA1185
 JA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH232377(NAD 83)
 JA1185
 JA1185                          SUPERSEDED SURVEY CONTROL
 JA1185
 JA1185  NGVD 29 (??/??/92)  116.437  (m)          382.01   (f) ADJ UNCH    1 2
 JA1185
 JA1185.Superseded values are not recommended for survey control.
 JA1185
 JA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1185.See file dsdata.pdf to determine how the superseded data were derived.
 JA1185
 JA1185_MARKER: DB = BENCH MARK DISK
 JA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1185_STAMPING: E 284 1954
 JA1185_MARK LOGO: CGS
 JA1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1185+STABILITY: SURFACE MOTION
 JA1185
 JA1185  HISTORY     - Date     Condition        Report By
 JA1185  HISTORY     - 1954     MONUMENTED       CGS
 JA1185  HISTORY     - 20140203 MARK NOT FOUND   INDOT
 JA1185
 JA1185                          STATION DESCRIPTION
 JA1185
 JA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1185'4 MI W FROM CROWLEYVILLE.
 JA1185'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1185'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1185'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1185'ALONG A GRAVEL ROAD, AT THE T JUNCTION OF AN EAST-WEST ROAD, 17
 JA1185'FEET NORTH OF CENTER LINE OF ROAD EAST, 42 FEET NORTHEAST OF
 JA1185'CENTER OF JUNCTION, 22 1/2 FEET EAST-NORTHEAST OF A POWER POLE,
 JA1185'5 1/2 FEET SOUTHWEST OF A POWER LINE GUY WIRE ANCHOR, 2 FEET
 JA1185'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD EAST
 JA1185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA1185
 JA1185                          STATION RECOVERY (2014)
 JA1185
 JA1185'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 JA1185'STATION SEARCHED FOR AND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1347 ***********************************************************************
 JA1347  DESIGNATION -  E 285
 JA1347  PID         -  JA1347
 JA1347  STATE/COUNTY-  IN/KNOX
 JA1347  COUNTRY     -  US
 JA1347  USGS QUAD   -  DECKER (2019)
 JA1347
 JA1347                         *CURRENT SURVEY CONTROL
 JA1347  ______________________________________________________________________
 JA1347* NAD 83(1986) POSITION- 38 36 05.01   (N) 087 36 44.83   (W)   HD_HELD1
 JA1347* NAVD 88 ORTHO HEIGHT -   124.269 (meters)      407.71  (feet) ADJUSTED
 JA1347  ______________________________________________________________________
 JA1347  GEOID HEIGHT    -        -31.591 (meters)                     GEOID18
 JA1347  DYNAMIC HEIGHT  -        124.192 (meters)      407.45  (feet) COMP
 JA1347  MODELED GRAVITY -    980,006.2   (mgal)                       NAVD 88
 JA1347
 JA1347  VERT ORDER      -  FIRST     CLASS II
 JA1347
 JA1347.The horizontal coordinates were determined by differentially corrected
 JA1347.hand held GPS observations or other comparable positioning techniques
 JA1347.and have an estimated accuracy of +/- 3 meters.
 JA1347
 JA1347.The orthometric height was determined by differential leveling and
 JA1347.adjusted by the NATIONAL GEODETIC SURVEY
 JA1347.in June 1991.
 JA1347
 JA1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1347.GEOID18 height accuracy estimate available here.
 JA1347
 JA1347.Click photographs - Photos may exist for this station.
 JA1347
 JA1347.The dynamic height is computed by dividing the NAVD 88
 JA1347.geopotential number by the normal gravity value computed on the
 JA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1347.degrees latitude (g = 980.6199 gals.).
 JA1347
 JA1347.The modeled gravity was interpolated from observed gravity values.
 JA1347
 JA1347;                    North         East    Units  Estimated Accuracy
 JA1347;SPC IN W     -   372,380.4     853,909.6     MT  (+/- 3 meters HH1 GPS) 
 JA1347
 JA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4667072721(NAD 83)
 JA1347
 JA1347                          SUPERSEDED SURVEY CONTROL
 JA1347
 JA1347  NGVD 29 (??/??/92)  124.404  (m)          408.15   (f) ADJ UNCH    1 2
 JA1347
 JA1347.Superseded values are not recommended for survey control.
 JA1347
 JA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1347.See file dsdata.pdf to determine how the superseded data were derived.
 JA1347
 JA1347_MARKER: DB = BENCH MARK DISK
 JA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1347_STAMPING: E 285 1954
 JA1347_MARK LOGO: CGS
 JA1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1347+STABILITY: SURFACE MOTION
 JA1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1347+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 JA1347
 JA1347  HISTORY     - Date     Condition        Report By
 JA1347  HISTORY     - 1954     MONUMENTED       CGS
 JA1347  HISTORY     - 20050328 GOOD             INDIV
 JA1347
 JA1347                          STATION DESCRIPTION
 JA1347
 JA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1347'3.6 MI NE FROM BEAL.
 JA1347'ABOUT 0.75 MILE NORTH AND NORTHEAST ALONG A BLACK TOP ROAD FROM
 JA1347'THE BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.25 MILES EAST ALONG A
 JA1347'PAVED ROAD, THENCE ABOUT 0.6 MILE SOUTHEAST OF CROSSING OF THE
 JA1347'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILROAD, 19 FEET
 JA1347'NORTH OF CENTER LINE OF ROAD, 194 FEET SOUTH OF SOUTHEAST CORNER
 JA1347'OF ROBOLD RESIDENCE, 20 FEET WEST OF CENTER LINE OF DRIVE WAY,
 JA1347'9 1/2 FEET WEST OF POWER POLE NO. 14 609-218 WITH A TRANSFORMER,
 JA1347'8 FEET EAST OF EXTENDED EAST FACE OF ROBOLD RESIDENCE, 2 FEET
 JA1347'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 JA1347'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JA1347'INCHES.
 JA1347
 JA1347                          STATION RECOVERY (2005)
 JA1347
 JA1347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA1347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1120 ***********************************************************************
 ME1120  DESIGNATION -  E 286 RESET
 ME1120  PID         -  ME1120
 ME1120  STATE/COUNTY-  IN/NEWTON
 ME1120  COUNTRY     -  US
 ME1120  USGS QUAD   -  SCHNEIDER (2019)
 ME1120
 ME1120                         *CURRENT SURVEY CONTROL
 ME1120  ______________________________________________________________________
 ME1120* NAD 83(1986) POSITION- 41 08 41.     (N) 087 27 41.     (W)   SCALED
 ME1120* NAVD 88 ORTHO HEIGHT -   196.23  (meters)      643.8   (feet) RESET
 ME1120  ______________________________________________________________________
 ME1120  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 ME1120  VERT ORDER      -  THIRD
 ME1120
 ME1120.The horizontal coordinates were scaled from a map and have
 ME1120.an estimated accuracy of +/- 6 seconds.
 ME1120
 ME1120.The orthometric height was computed from unverified reset data.
 ME1120
 ME1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1120.GEOID18 height accuracy estimate available here.
 ME1120
 ME1120.Click photographs - Photos may exist for this station.
 ME1120
 ME1120;                    North         East    Units  Estimated Accuracy
 ME1120;SPC IN W     -   654,700.      868,260.      MT  (+/- 180 meters Scaled)
 ME1120
 ME1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL612549(NAD 83)
 ME1120
 ME1120                          SUPERSEDED SURVEY CONTROL
 ME1120
 ME1120.No superseded survey control is available for this station.
 ME1120
 ME1120_MARKER: DB = BENCH MARK DISK
 ME1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1120_STAMPING: E 286 RESET 1967
 ME1120_MARK LOGO: CGS
 ME1120_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1120+STABILITY: SURFACE MOTION
 ME1120
 ME1120  HISTORY     - Date     Condition        Report By
 ME1120  HISTORY     - 1967     MONUMENTED       CGS
 ME1120
 ME1120                          STATION DESCRIPTION
 ME1120
 ME1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1120'3 MI S FROM SCHNEIDER.
 ME1120'3 MILES SOUTH OF SCHNEIDER, 0.45 MILE WEST OF THE JUNCTION
 ME1120'OF U.S. HIGHWAY 41 AND STATE HIGHWAY 10 AT THE WEST EDGE OF LAKE
 ME1120'VILLAGE, 0.05 MILE WEST OF THE ENTRANCE TO THE LAKE VILLAGE
 ME1120'AIRPORT, 48 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE
 ME1120'BRIDGE, 41 FEET NORTH OF THE CENTERLINE OF HIGHWAY 10, 13 FEET
 ME1120'WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF
 ME1120'A METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF A ROUND
 ME1120'CONCRETE MONUMENT PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1442 ***********************************************************************
 LB1442  DESIGNATION -  E 29
 LB1442  PID         -  LB1442
 LB1442  STATE/COUNTY-  IN/JASPER
 LB1442  COUNTRY     -  US
 LB1442  USGS QUAD   -  REMINGTON (2019)
 LB1442
 LB1442                         *CURRENT SURVEY CONTROL
 LB1442  ______________________________________________________________________
 LB1442* NAD 83(1986) POSITION- 40 45 45.     (N) 087 13 48.     (W)   SCALED
 LB1442* NAVD 88 ORTHO HEIGHT -   227.190 (meters)      745.37  (feet) ADJUSTED
 LB1442  ______________________________________________________________________
 LB1442  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB1442  DYNAMIC HEIGHT  -        227.086 (meters)      745.03  (feet) COMP
 LB1442  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 LB1442
 LB1442  VERT ORDER      -  SECOND    CLASS 0
 LB1442
 LB1442.The horizontal coordinates were scaled from a map and have
 LB1442.an estimated accuracy of +/- 6 seconds.
 LB1442
 LB1442.The orthometric height was determined by differential leveling and
 LB1442.adjusted by the NATIONAL GEODETIC SURVEY
 LB1442.in June 1991.
 LB1442
 LB1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1442.GEOID18 height accuracy estimate available here.
 LB1442
 LB1442.Click photographs - Photos may exist for this station.
 LB1442
 LB1442.The dynamic height is computed by dividing the NAVD 88
 LB1442.geopotential number by the normal gravity value computed on the
 LB1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1442.degrees latitude (g = 980.6199 gals.).
 LB1442
 LB1442.The modeled gravity was interpolated from observed gravity values.
 LB1442
 LB1442;                    North         East    Units  Estimated Accuracy
 LB1442;SPC IN W     -   612,200.      887,620.      MT  (+/- 180 meters Scaled)
 LB1442
 LB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL805124(NAD 83)
 LB1442
 LB1442                          SUPERSEDED SURVEY CONTROL
 LB1442
 LB1442  NGVD 29 (??/??/92)  227.259  (m)          745.60   (f) ADJ UNCH    2 0
 LB1442
 LB1442.Superseded values are not recommended for survey control.
 LB1442
 LB1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1442.See file dsdata.pdf to determine how the superseded data were derived.
 LB1442
 LB1442_MARKER: DB = BENCH MARK DISK
 LB1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1442_STAMPING: E 29 1934
 LB1442_MARK LOGO: CGS
 LB1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1442+STABILITY: SURFACE MOTION
 LB1442
 LB1442  HISTORY     - Date     Condition        Report By
 LB1442  HISTORY     - 1934     MONUMENTED       CGS
 LB1442  HISTORY     - 1946     GOOD             CGS
 LB1442  HISTORY     - 20080804 MARK NOT FOUND   INDOT
 LB1442  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1442
 LB1442                          STATION DESCRIPTION
 LB1442
 LB1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1442'4.1 MI W FROM REMINGTON.
 LB1442'4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1442'AT REMINGTON, JASPER COUNTY, 3.3 MILES EAST OF THE STATION
 LB1442'AT GOODLAND, 8-1/2 POLES EAST OF MILEPOST 46, AT A GRAVELROAD
 LB1442'CROSSING, 60 FEET EAST ACROSS THE ROAD FROM THE HIGHEST POINT
 LB1442'OF A LARGE BOULDER, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 LB1442'TRACK, 37 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 16.5
 LB1442'FEET EAST OF A FENCE CORENR, 1.6 FEET NORTH OF THE SOUTH
 LB1442'RIGHT-OF-WAY FENCE LINE, AND LEVEL WITH THE ROAD.  A STANDARD
 LB1442'DISK, STAMPED E 29 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB1442'PROJECTING 4 INCHES ABOVE GROUND.
 LB1442
 LB1442                          STATION RECOVERY (2008)
 LB1442
 LB1442'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 LB1442'MARK WAS NOT FOUND.
 LB1442
 LB1442                          STATION RECOVERY (2012)
 LB1442
 LB1442'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0618 ***********************************************************************
 HA0618  DESIGNATION -  E 291
 HA0618  PID         -  HA0618
 HA0618  STATE/COUNTY-  IN/WARRICK
 HA0618  COUNTRY     -  US
 HA0618  USGS QUAD   -  YANKEETOWN (2019)
 HA0618
 HA0618                         *CURRENT SURVEY CONTROL
 HA0618  ______________________________________________________________________
 HA0618* NAD 83(1986) POSITION- 37 54 01.     (N) 087 18 30.     (W)   SCALED
 HA0618* NAVD 88 ORTHO HEIGHT -   114.276 (meters)      374.92  (feet) ADJUSTED
 HA0618  ______________________________________________________________________
 HA0618  GEOID HEIGHT    -        -31.030 (meters)                     GEOID18
 HA0618  DYNAMIC HEIGHT  -        114.197 (meters)      374.66  (feet) COMP
 HA0618  MODELED GRAVITY -    979,939.6   (mgal)                       NAVD 88
 HA0618
 HA0618  VERT ORDER      -  FIRST     CLASS II
 HA0618
 HA0618.The horizontal coordinates were scaled from a map and have
 HA0618.an estimated accuracy of +/- 6 seconds.
 HA0618
 HA0618.The orthometric height was determined by differential leveling and
 HA0618.adjusted by the NATIONAL GEODETIC SURVEY
 HA0618.in June 1991.
 HA0618
 HA0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0618.GEOID18 height accuracy estimate available here.
 HA0618
 HA0618.Click photographs - Photos may exist for this station.
 HA0618
 HA0618.The dynamic height is computed by dividing the NAVD 88
 HA0618.geopotential number by the normal gravity value computed on the
 HA0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0618.degrees latitude (g = 980.6199 gals.).
 HA0618
 HA0618.The modeled gravity was interpolated from observed gravity values.
 HA0618
 HA0618;                    North         East    Units  Estimated Accuracy
 HA0618;SPC IN W     -   294,450.      880,210.      MT  (+/- 180 meters Scaled)
 HA0618
 HA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG728947(NAD 83)
 HA0618
 HA0618                          SUPERSEDED SURVEY CONTROL
 HA0618
 HA0618  NGVD 29 (??/??/92)  114.363  (m)          375.21   (f) ADJ UNCH    1 2
 HA0618
 HA0618.Superseded values are not recommended for survey control.
 HA0618
 HA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0618.See file dsdata.pdf to determine how the superseded data were derived.
 HA0618
 HA0618_MARKER: DB = BENCH MARK DISK
 HA0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0618_STAMPING: E 291 1962
 HA0618_MARK LOGO: CGS
 HA0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0618+STABILITY: SURFACE MOTION
 HA0618
 HA0618  HISTORY     - Date     Condition        Report By
 HA0618  HISTORY     - 1962     MONUMENTED       CGS
 HA0618  HISTORY     - 1965     GOOD             CGS
 HA0618
 HA0618                          STATION DESCRIPTION
 HA0618
 HA0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0618'1.6 MI SW FROM YANKEETOWN.
 HA0618'ABOUT 0.55 MILE SOUTH ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0618'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.9 MILE SOUTH
 HA0618'ALONG A GRAVELED ROAD AND A GRADED DIRT ROAD TO THE NORTH
 HA0618'BANK OF THE OHIO RIVER, THENCE 0.2 MILE NORTHWEST ALONG A
 HA0618'TRAIL ROAD WHICH FOLLOWS THE NORTH BANK OF THE RIVER, IN SECTION
 HA0618'21, T 7 S, R 8 W, ABOUT 0.1 MILE WEST OF A DEAD TREE WHICH
 HA0618'SUPPORTS RIVER NAVIGATION LIGHT NUMBER 771.8, 34 FEET NORTHEAST
 HA0618'OF THE CENTER LINE OF THE TRAIL ROAD, 52 FEET NORTHEAST OF THE
 HA0618'RIVER BANK, 15 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD,
 HA0618'18 FEET NORTHEAST OF AN 8-INCH ELM TREE, 1.2 FEET NORTHWEST OF A
 HA0618'METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET
 HA0618'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1306 ***********************************************************************
 JA1306  DESIGNATION -  E 292
 JA1306  PID         -  JA1306
 JA1306  STATE/COUNTY-  IN/KNOX
 JA1306  COUNTRY     -  US
 JA1306  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1306
 JA1306                         *CURRENT SURVEY CONTROL
 JA1306  ______________________________________________________________________
 JA1306* NAD 83(1986) POSITION- 38 50 45.     (N) 087 30 17.     (W)   SCALED
 JA1306* NAVD 88 ORTHO HEIGHT -   129.671 (meters)      425.43  (feet) ADJUSTED
 JA1306  ______________________________________________________________________
 JA1306  GEOID HEIGHT    -        -31.934 (meters)                     GEOID18
 JA1306  DYNAMIC HEIGHT  -        129.592 (meters)      425.17  (feet) COMP
 JA1306  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 JA1306
 JA1306  VERT ORDER      -  FIRST     CLASS II
 JA1306
 JA1306.The horizontal coordinates were scaled from a map and have
 JA1306.an estimated accuracy of +/- 6 seconds.
 JA1306
 JA1306.The orthometric height was determined by differential leveling and
 JA1306.adjusted by the NATIONAL GEODETIC SURVEY
 JA1306.in June 1991.
 JA1306
 JA1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1306.GEOID18 height accuracy estimate available here.
 JA1306
 JA1306.Click photographs - Photos may exist for this station.
 JA1306
 JA1306.The dynamic height is computed by dividing the NAVD 88
 JA1306.geopotential number by the normal gravity value computed on the
 JA1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1306.degrees latitude (g = 980.6199 gals.).
 JA1306
 JA1306.The modeled gravity was interpolated from observed gravity values.
 JA1306
 JA1306;                    North         East    Units  Estimated Accuracy
 JA1306;SPC IN W     -   399,470.      863,420.      MT  (+/- 180 meters Scaled)
 JA1306
 JA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH562997(NAD 83)
 JA1306
 JA1306                          SUPERSEDED SURVEY CONTROL
 JA1306
 JA1306  NGVD 29 (??/??/92)  129.801  (m)          425.86   (f) ADJ UNCH    1 2
 JA1306
 JA1306.Superseded values are not recommended for survey control.
 JA1306
 JA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1306.See file dsdata.pdf to determine how the superseded data were derived.
 JA1306
 JA1306_MARKER: DB = BENCH MARK DISK
 JA1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1306_STAMPING: E 292 1956
 JA1306_MARK LOGO: CGS
 JA1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1306+STABILITY: SURFACE MOTION
 JA1306
 JA1306  HISTORY     - Date     Condition        Report By
 JA1306  HISTORY     - 1956     MONUMENTED       CGS
 JA1306
 JA1306                          STATION DESCRIPTION
 JA1306
 JA1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1306'4.9 MI SW FROM OAKTOWN.
 JA1306'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1306'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1306'TOP ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD WHICH
 JA1306'PASSES ON EAST SIDE OF BRODIE LAKE, ABOUT 1.1 MILES NORTH OF T
 JA1306'JUNCTION OF AN EAST-WEST ROAD, ABOUT 0.2 MILE NORHT OF JUNCTION
 JA1306'OF A ROAD EAST, AT THE JUNCTION OF A NARROW ROAD WEST, IN SECTION
 JA1306'27, T.5 N., R.10 W., 42 FEET EAST OF CENTER LINE OF ROAD, 43 FEET
 JA1306'EAST-SOUTHEAST OF CENTER OF JUNCTION OF NARROW ROAD WEST, 53 FEET
 JA1306'SOUTH-SOUTHWEST AND ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF
 JA1306'A TWO-STORY WHITE FRAME HOUSE, 17 FEET SOUTH OF CENTER LINE OF
 JA1306'DRIVE, 24 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 JA1306'FENCE LINE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 JA1306'OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1112 ***********************************************************************
 KA1112  DESIGNATION -  E 293
 KA1112  PID         -  KA1112
 KA1112  STATE/COUNTY-  IN/VIGO
 KA1112  COUNTRY     -  US
 KA1112  USGS QUAD   -  TERRE HAUTE (2019)
 KA1112
 KA1112                         *CURRENT SURVEY CONTROL
 KA1112  ______________________________________________________________________
 KA1112* NAD 83(1986) POSITION- 39 26 42.     (N) 087 25 11.     (W)   SCALED
 KA1112* NAVD 88 ORTHO HEIGHT -   150.679 (meters)      494.35  (feet) ADJUSTED
 KA1112  ______________________________________________________________________
 KA1112  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 KA1112  DYNAMIC HEIGHT  -        150.593 (meters)      494.07  (feet) COMP
 KA1112  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 KA1112
 KA1112  VERT ORDER      -  FIRST     CLASS II
 KA1112
 KA1112.The horizontal coordinates were scaled from a map and have
 KA1112.an estimated accuracy of +/- 6 seconds.
 KA1112
 KA1112.The orthometric height was determined by differential leveling and
 KA1112.adjusted by the NATIONAL GEODETIC SURVEY
 KA1112.in June 1991.
 KA1112
 KA1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1112.GEOID18 height accuracy estimate available here.
 KA1112
 KA1112.Click photographs - Photos may exist for this station.
 KA1112
 KA1112.The dynamic height is computed by dividing the NAVD 88
 KA1112.geopotential number by the normal gravity value computed on the
 KA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1112.degrees latitude (g = 980.6199 gals.).
 KA1112
 KA1112.The modeled gravity was interpolated from observed gravity values.
 KA1112
 KA1112;                    North         East    Units  Estimated Accuracy
 KA1112;SPC IN W     -   465,950.      871,040.      MT  (+/- 180 meters Scaled)
 KA1112
 KA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ638662(NAD 83)
 KA1112
 KA1112                          SUPERSEDED SURVEY CONTROL
 KA1112
 KA1112  NGVD 29 (??/??/92)  150.778  (m)          494.68   (f) ADJ UNCH    1 2
 KA1112
 KA1112.Superseded values are not recommended for survey control.
 KA1112
 KA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1112.See file dsdata.pdf to determine how the superseded data were derived.
 KA1112
 KA1112_MARKER: DB = BENCH MARK DISK
 KA1112_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA1112_SP_SET: BUILDING FOUNDATION
 KA1112_STAMPING: E 293 1956
 KA1112_MARK LOGO: CGS
 KA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1112+STABILITY: SURFACE MOTION
 KA1112
 KA1112  HISTORY     - Date     Condition        Report By
 KA1112  HISTORY     - 1956     MONUMENTED       CGS
 KA1112  HISTORY     - 19900609 MARK NOT FOUND   USPSQD
 KA1112
 KA1112                          STATION DESCRIPTION
 KA1112
 KA1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1112'AT TERRE HAUTE.
 KA1112'AT TERRE HAUTE, ABOUT 1.25 MILES SOUTH ALONG FIRST STREET FROM
 KA1112'THE INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), THENCE 1
 KA1112'BLOCK WEST ALONG HOLMAN STREET, THENCE ABOUT 0.35 MILE SOUTHWEST
 KA1112'ALONG PRAIRIETON ROAD (STATE HIGHWAY 63), SET VERTICALLY IN THE
 KA1112'EAST FACE OF THE CONCRETE FOUNDATION OF THE NORTHEAST MOST BRICK
 KA1112'WAREHOUSE OF COMMERCIAL SOLVENTS CORPORATION, 49 1/2 FEET NORTHWEST
 KA1112'OF CENTER LINE OF PRAIRIETON ROAD, 51 FEET NORTHWEST OF CENTER
 KA1112'OF JUNCTION OF PRAIRIETON ROAD AND DEMROSET STREET, 1 FOOT NORTH
 KA1112'OF SOUTHEAST CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
 KA1112
 KA1112                          STATION RECOVERY (1990)
 KA1112
 KA1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1258 ***********************************************************************
 JA1258  DESIGNATION -  E 296
 JA1258  PID         -  JA1258
 JA1258  STATE/COUNTY-  IN/VANDERBURGH
 JA1258  COUNTRY     -  US
 JA1258  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1258
 JA1258                         *CURRENT SURVEY CONTROL
 JA1258  ______________________________________________________________________
 JA1258* NAD 83(1986) POSITION- 38 02 08.     (N) 087 32 12.     (W)   SCALED
 JA1258* NAVD 88 ORTHO HEIGHT -   116.693 (meters)      382.85  (feet) ADJUSTED
 JA1258  ______________________________________________________________________
 JA1258  GEOID HEIGHT    -        -31.146 (meters)                     GEOID18
 JA1258  DYNAMIC HEIGHT  -        116.613 (meters)      382.59  (feet) COMP
 JA1258  MODELED GRAVITY -    979,941.9   (mgal)                       NAVD 88
 JA1258
 JA1258  VERT ORDER      -  FIRST     CLASS II
 JA1258
 JA1258.This mark is at Evansville Airport (EVV)
 JA1258
 JA1258.The horizontal coordinates were scaled from a map and have
 JA1258.an estimated accuracy of +/- 6 seconds.
 JA1258
 JA1258.The orthometric height was determined by differential leveling and
 JA1258.adjusted by the NATIONAL GEODETIC SURVEY
 JA1258.in June 1991.
 JA1258
 JA1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1258.GEOID18 height accuracy estimate available here.
 JA1258
 JA1258.Click photographs - Photos may exist for this station.
 JA1258
 JA1258.The dynamic height is computed by dividing the NAVD 88
 JA1258.geopotential number by the normal gravity value computed on the
 JA1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1258.degrees latitude (g = 980.6199 gals.).
 JA1258
 JA1258.The modeled gravity was interpolated from observed gravity values.
 JA1258
 JA1258;                    North         East    Units  Estimated Accuracy
 JA1258;SPC IN W     -   309,540.      860,200.      MT  (+/- 180 meters Scaled)
 JA1258
 JA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529098(NAD 83)
 JA1258
 JA1258                          SUPERSEDED SURVEY CONTROL
 JA1258
 JA1258  NGVD 29 (??/??/92)  116.786  (m)          383.16   (f) ADJ UNCH    1 2
 JA1258
 JA1258.Superseded values are not recommended for survey control.
 JA1258
 JA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1258.See file dsdata.pdf to determine how the superseded data were derived.
 JA1258
 JA1258_MARKER: DB = BENCH MARK DISK
 JA1258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA1258+WITH SETTING: PAVEMENT
 JA1258_SP_SET: MANHOLE FOUNDATION
 JA1258_STAMPING: E 296 1960
 JA1258_MARK LOGO: CGS
 JA1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1258+STABILITY: SURFACE MOTION
 JA1258
 JA1258  HISTORY     - Date     Condition        Report By
 JA1258  HISTORY     - 1960     MONUMENTED       CGS
 JA1258  HISTORY     - 1965     GOOD             CGS
 JA1258  HISTORY     - 1985     GOOD             NGS
 JA1258  HISTORY     - 19921209 MARK NOT FOUND   LOCENG
 JA1258
 JA1258                          STATION DESCRIPTION
 JA1258
 JA1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1258'5.4 MI NE FROM EVANSVILLE.
 JA1258'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREET NORTHEAST FROM THE
 JA1258'POST OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN
 JA1258'STREET, THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE 2.95
 JA1258'MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, THENCE 1.2
 JA1258'MILES NORTH ALONG U.S. HIGHWAY 41 TO THE DRESS MEMORIAL AIRPORT,
 JA1258'OR ABOUT 3.65 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1258'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, THENCE 1.0 MILE
 JA1258'SOUTHWEST ALONG A NEW PORTION OF STATE HIGHWAY 57, THENCE 0.75
 JA1258'MILE SOUTH ALONG THE NORTH-SOUTH RUNWAY OF THE DRESS MEMORIAL
 JA1258'AIRPORT, IN SECTION 4, T 6 S, R 10 W, 31 FEET EAST OF THE CENTER
 JA1258'LINE OF A DRIVEWAY IN FRONT OF A TERMINAL BUILDING, SET IN THE
 JA1258'TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION SUPPORTING A
 JA1258'STEEL MANHOLE TO A UTILITY TUNNEL, 6 INCHES WEST OF THE WEST WALL
 JA1258'OF A PASSENGER TUNNEL, ABOUT 7 INCHES ABOVE THE LEVEL OF A
 JA1258'SIDEWALK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVEWAY.
 JA1258
 JA1258                          STATION RECOVERY (1985)
 JA1258
 JA1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1258'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.7 KM (4.15
 JA1258'MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 JA1258'HIGHWAY 66 IN EVANSVILLE, THENCE 0.4 KM (0.25 MI) EAST ALONG THE
 JA1258'EVANSVILLE-DRESS REGIONAL AIRPORT ENTRANCE ROAD.  ADD--10.7 M (35.1
 JA1258'FT) SOUTH OF THE NORTHWEST CORNER OF THE TERMINAL BUILDING.
 JA1258
 JA1258                          STATION RECOVERY (1992)
 JA1258
 JA1258'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JA1258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2151 ***********************************************************************
 JA2151  DESIGNATION -  E 296 RESET
 JA2151  PID         -  JA2151
 JA2151  STATE/COUNTY-  IN/VANDERBURGH
 JA2151  COUNTRY     -  US
 JA2151  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA2151
 JA2151                         *CURRENT SURVEY CONTROL
 JA2151  ______________________________________________________________________
 JA2151* NAD 83(1986) POSITION- 38 02 08.     (N) 087 32 12.     (W)   SCALED
 JA2151* NAVD 88 ORTHO HEIGHT -   117.18  (meters)      384.4   (feet) RESET
 JA2151  ______________________________________________________________________
 JA2151  GEOID HEIGHT    -        -31.146 (meters)                     GEOID18
 JA2151  VERT ORDER      -  THIRD
 JA2151
 JA2151.The horizontal coordinates were scaled from a map and have
 JA2151.an estimated accuracy of +/- 6 seconds.
 JA2151
 JA2151.The orthometric height was computed from unverified reset data.
 JA2151
 JA2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2151.GEOID18 height accuracy estimate available here.
 JA2151
 JA2151.Click photographs - Photos may exist for this station.
 JA2151
 JA2151;                    North         East    Units  Estimated Accuracy
 JA2151;SPC IN W     -   309,540.      860,200.      MT  (+/- 180 meters Scaled)
 JA2151
 JA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529098(NAD 83)
 JA2151
 JA2151                          SUPERSEDED SURVEY CONTROL
 JA2151
 JA2151  NGVD 29 (08/22/16)  117.27   (m)          384.7    (f) RESET       3  
 JA2151
 JA2151.Superseded values are not recommended for survey control.
 JA2151
 JA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2151.See file dsdata.pdf to determine how the superseded data were derived.
 JA2151
 JA2151_MARKER: DV = VERTICAL CONTROL DISK
 JA2151_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA2151+WITH SETTING: PAVEMENT
 JA2151_SP_SET: HEXAGON BASE
 JA2151_STAMPING: E 296 RESET 1992
 JA2151_MARK LOGO: NGS
 JA2151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JA2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA2151
 JA2151  HISTORY     - Date     Condition        Report By
 JA2151  HISTORY     - 1992     MONUMENTED       LOCENG
 JA2151
 JA2151                          STATION DESCRIPTION
 JA2151
 JA2151'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JA2151'2.26 MILES (3.64 KM) NORTHERLY ALONG US HIGHWAY 41 FROM ITS JUNCTION
 JA2151'WITH STATE HIGHWAY 66, THEN 0.04 MILE (0.06 KM) EAST, 12.4 FEET
 JA2151'(3.8 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE NEW US WEATHER
 JA2151'BUREAU BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0671 ***********************************************************************
 MD0671  DESIGNATION -  E 305
 MD0671  PID         -  MD0671
 MD0671  STATE/COUNTY-  IN/WHITLEY
 MD0671  COUNTRY     -  US
 MD0671  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0671
 MD0671                         *CURRENT SURVEY CONTROL
 MD0671  ______________________________________________________________________
 MD0671* NAD 83(1986) POSITION- 41 08 09.     (N) 085 25 44.     (W)   SCALED
 MD0671* NAVD 88 ORTHO HEIGHT -   253.873 (meters)      832.92  (feet) ADJUSTED
 MD0671  ______________________________________________________________________
 MD0671  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 MD0671  DYNAMIC HEIGHT  -        253.776 (meters)      832.60  (feet) COMP
 MD0671  MODELED GRAVITY -    980,232.6   (mgal)                       NAVD 88
 MD0671
 MD0671  VERT ORDER      -  FIRST     CLASS I
 MD0671
 MD0671.The horizontal coordinates were scaled from a map and have
 MD0671.an estimated accuracy of +/- 6 seconds.
 MD0671
 MD0671.The orthometric height was determined by differential leveling and
 MD0671.adjusted by the NATIONAL GEODETIC SURVEY
 MD0671.in June 1991.
 MD0671
 MD0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0671.GEOID18 height accuracy estimate available here.
 MD0671
 MD0671.Click photographs - Photos may exist for this station.
 MD0671
 MD0671.The dynamic height is computed by dividing the NAVD 88
 MD0671.geopotential number by the normal gravity value computed on the
 MD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0671.degrees latitude (g = 980.6199 gals.).
 MD0671
 MD0671.The modeled gravity was interpolated from observed gravity values.
 MD0671
 MD0671;                    North         East    Units  Estimated Accuracy
 MD0671;SPC IN E     -   653,670.      119,960.      MT  (+/- 180 meters Scaled)
 MD0671
 MD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318550(NAD 83)
 MD0671
 MD0671                          SUPERSEDED SURVEY CONTROL
 MD0671
 MD0671  NGVD 29 (??/??/92)  254.028  (m)          833.42   (f) ADJ UNCH    1 1
 MD0671
 MD0671.Superseded values are not recommended for survey control.
 MD0671
 MD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0671.See file dsdata.pdf to determine how the superseded data were derived.
 MD0671
 MD0671_MARKER: DB = BENCH MARK DISK
 MD0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0671_SP_SET: CULVERT HEADWALL
 MD0671_STAMPING: E 305 1963
 MD0671_MARK LOGO: CGS
 MD0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0671+STABILITY: SURFACE MOTION
 MD0671
 MD0671  HISTORY     - Date     Condition        Report By
 MD0671  HISTORY     - 1963     MONUMENTED       CGS
 MD0671  HISTORY     - 1968     GOOD             CGS
 MD0671  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0671
 MD0671                          STATION DESCRIPTION
 MD0671
 MD0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0671'1.8 MI NW FROM COESSE.
 MD0671'ABOUT 1.8 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0671'THE SAMPSON STREET OVERPASS AT COESSE, ABOUT 3.25 MILES SOUTHEAST
 MD0671'OF THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT 0.5
 MD0671'MILE SOUTHEAST OF MILEPOST 336, SET ON THE TOP OF THE NORTHWEST
 MD0671'END OF THE NORTHEAST HEAD WALL OF A 12-FOOT CONCRETE AND STONE
 MD0671'CULVERT OVER MOSSMAN DITCH, 9.4 FEET NORTHEAST OF THE NORTHEAST
 MD0671'RAIL OF THE WESTBOUND TRACK AND 2 FEET BELOW THE LEVEL OF THE
 MD0671'TRACK.  SEC 17, T 31 N, R 10 E.
 MD0671
 MD0671                          STATION RECOVERY (1992)
 MD0671
 MD0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0671'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1014 ***********************************************************************
 JZ1014  DESIGNATION -  E 306
 JZ1014  PID         -  JZ1014
 JZ1014  STATE/COUNTY-  IN/DEARBORN
 JZ1014  COUNTRY     -  US
 JZ1014  USGS QUAD   -  AURORA (2019)
 JZ1014
 JZ1014                         *CURRENT SURVEY CONTROL
 JZ1014  ______________________________________________________________________
 JZ1014* NAD 83(1986) POSITION- 39 02 47.     (N) 084 53 34.     (W)   SCALED
 JZ1014* NAVD 88 ORTHO HEIGHT -   142.018 (meters)      465.94  (feet) ADJUSTED
 JZ1014  ______________________________________________________________________
 JZ1014  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 JZ1014  DYNAMIC HEIGHT  -        141.927 (meters)      465.64  (feet) COMP
 JZ1014  MODELED GRAVITY -    979,988.0   (mgal)                       NAVD 88
 JZ1014
 JZ1014  VERT ORDER      -  FIRST     CLASS II
 JZ1014
 JZ1014.The horizontal coordinates were scaled from a map and have
 JZ1014.an estimated accuracy of +/- 6 seconds.
 JZ1014
 JZ1014.The orthometric height was determined by differential leveling and
 JZ1014.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1014.in June 1991.
 JZ1014
 JZ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1014.GEOID18 height accuracy estimate available here.
 JZ1014
 JZ1014.Click photographs - Photos may exist for this station.
 JZ1014
 JZ1014.The dynamic height is computed by dividing the NAVD 88
 JZ1014.geopotential number by the normal gravity value computed on the
 JZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1014.degrees latitude (g = 980.6199 gals.).
 JZ1014
 JZ1014.The modeled gravity was interpolated from observed gravity values.
 JZ1014
 JZ1014;                    North         East    Units  Estimated Accuracy
 JZ1014;SPC IN E     -   421,930.      166,990.      MT  (+/- 180 meters Scaled)
 JZ1014
 JZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ823240(NAD 83)
 JZ1014
 JZ1014                          SUPERSEDED SURVEY CONTROL
 JZ1014
 JZ1014  NGVD 29 (??/??/92)  142.227  (m)          466.62   (f) ADJ UNCH    1 2
 JZ1014
 JZ1014.Superseded values are not recommended for survey control.
 JZ1014
 JZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1014.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1014
 JZ1014_MARKER: DB = BENCH MARK DISK
 JZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1014_SP_SET: LIFT STATION BASE
 JZ1014_STAMPING: E 306 1964
 JZ1014_MARK LOGO: CGS
 JZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1014
 JZ1014  HISTORY     - Date     Condition        Report By
 JZ1014  HISTORY     - 1964     MONUMENTED       CGS
 JZ1014  HISTORY     - 1965     GOOD             CGS
 JZ1014  HISTORY     - 1986     GOOD             LOCSUR
 JZ1014  HISTORY     - 20060609 GOOD             GEOCAC
 JZ1014
 JZ1014                          STATION DESCRIPTION
 JZ1014
 JZ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ1014'1 MI SE FROM AURORA.
 JZ1014'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1014'AT AURORA, SET IN THE TOP AT THE SOUTHEAST CORNER OF A 10 FOOT
 JZ1014'BY 10 FOOT CONCRETE BASE THAT SUPPORTS A SEWER LIFT STATION, 102
 JZ1014'FEET EAST OF THE CENTER LINE OF THE HIGHWAY (SLOPE MEASUREMENT),
 JZ1014'AND IS ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JZ1014
 JZ1014                          STATION RECOVERY (1965)
 JZ1014
 JZ1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JZ1014'RECOVERED IN GOOD CONDITION.
 JZ1014
 JZ1014                          STATION RECOVERY (1986)
 JZ1014
 JZ1014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ1014'RECOVERED IN GOOD CONDITION.
 JZ1014
 JZ1014                          STATION RECOVERY (2006)
 JZ1014
 JZ1014'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ1014'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0650 ***********************************************************************
 JA0650  DESIGNATION -  E 309
 JA0650  PID         -  JA0650
 JA0650  STATE/COUNTY-  IN/LAWRENCE
 JA0650  COUNTRY     -  US
 JA0650  USGS QUAD   -  GEORGIA (2019)
 JA0650
 JA0650                         *CURRENT SURVEY CONTROL
 JA0650  ______________________________________________________________________
 JA0650* NAD 83(1986) POSITION- 38 42 51.     (N) 086 33 26.     (W)   SCALED
 JA0650* NAVD 88 ORTHO HEIGHT -   203.305 (meters)      667.01  (feet) ADJUSTED
 JA0650  ______________________________________________________________________
 JA0650  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 JA0650  DYNAMIC HEIGHT  -        203.172 (meters)      666.57  (feet) COMP
 JA0650  MODELED GRAVITY -    979,970.3   (mgal)                       NAVD 88
 JA0650
 JA0650  VERT ORDER      -  FIRST     CLASS II
 JA0650
 JA0650.The horizontal coordinates were scaled from a map and have
 JA0650.an estimated accuracy of +/- 6 seconds.
 JA0650
 JA0650.The orthometric height was determined by differential leveling and
 JA0650.adjusted by the NATIONAL GEODETIC SURVEY
 JA0650.in June 1991.
 JA0650
 JA0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0650.GEOID18 height accuracy estimate available here.
 JA0650
 JA0650.Click photographs - Photos may exist for this station.
 JA0650
 JA0650.The dynamic height is computed by dividing the NAVD 88
 JA0650.geopotential number by the normal gravity value computed on the
 JA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0650.degrees latitude (g = 980.6199 gals.).
 JA0650
 JA0650.The modeled gravity was interpolated from observed gravity values.
 JA0650
 JA0650;                    North         East    Units  Estimated Accuracy
 JA0650;SPC IN W     -   384,900.      945,760.      MT  (+/- 180 meters Scaled)
 JA0650
 JA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH384851(NAD 83)
 JA0650
 JA0650                          SUPERSEDED SURVEY CONTROL
 JA0650
 JA0650  NGVD 29 (??/??/92)  203.421  (m)          667.39   (f) ADJ UNCH    1 2
 JA0650
 JA0650.Superseded values are not recommended for survey control.
 JA0650
 JA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0650.See file dsdata.pdf to determine how the superseded data were derived.
 JA0650
 JA0650_MARKER: DB = BENCH MARK DISK
 JA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0650_STAMPING: E 309 1965
 JA0650_MARK LOGO: CGS
 JA0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0650+STABILITY: SURFACE MOTION
 JA0650
 JA0650  HISTORY     - Date     Condition        Report By
 JA0650  HISTORY     - 1965     MONUMENTED       CGS
 JA0650
 JA0650                          STATION DESCRIPTION
 JA0650
 JA0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0650'5 MI W FROM MITCHELL.
 JA0650'ABOUT 5.05 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0650'THE STATION AT MITCHELL, OR ABOUT 6.6 MILES EAST ALONG THE
 JA0650'BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF ROAD NUMBER 1036
 JA0650'W AT HURON, IN SECTION 7, T 3 N, R 1 W, 70 FEET SOUTHWEST OF THE
 JA0650'CENTER OF A JUNCTION OF GEORGIA ROAD WHICH PARALLELS THE TRACK
 JA0650'AND ROAD NUMBER 425W WHICH LEADS SOUTH, 1 POLE EAST OF POLE
 JA0650'NUMBER 131-20, 86 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 JA0650'TRACK, 37 FEET SOUTH OF THE CENTER LINE OF GEORIGA ROAD, 36 FEET
 JA0650'WEST OF THE CENTER LINE OF ROAD NUMBER 425W, 1.1 FEET EAST OF
 JA0650'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 JA0650'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0740 ***********************************************************************
 LB0740  DESIGNATION -  E 31
 LB0740  PID         -  LB0740
 LB0740  STATE/COUNTY-  IN/TIPPECANOE
 LB0740  COUNTRY     -  US
 LB0740  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0740
 LB0740                         *CURRENT SURVEY CONTROL
 LB0740  ______________________________________________________________________
 LB0740* NAD 83(1986) POSITION- 40 25 36.     (N) 086 56 38.     (W)   SCALED
 LB0740* NAVD 88 ORTHO HEIGHT -   196.986 (meters)      646.28  (feet) ADJUSTED
 LB0740  ______________________________________________________________________
 LB0740  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 LB0740  DYNAMIC HEIGHT  -        196.890 (meters)      645.96  (feet) COMP
 LB0740  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 LB0740
 LB0740  VERT ORDER      -  SECOND    CLASS 0
 LB0740
 LB0740.The horizontal coordinates were scaled from a map and have
 LB0740.an estimated accuracy of +/- 6 seconds.
 LB0740
 LB0740.The orthometric height was determined by differential leveling and
 LB0740.adjusted by the NATIONAL GEODETIC SURVEY
 LB0740.in June 1991.
 LB0740
 LB0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0740.GEOID18 height accuracy estimate available here.
 LB0740
 LB0740.Click photographs - Photos may exist for this station.
 LB0740
 LB0740.The dynamic height is computed by dividing the NAVD 88
 LB0740.geopotential number by the normal gravity value computed on the
 LB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0740.degrees latitude (g = 980.6199 gals.).
 LB0740
 LB0740.The modeled gravity was interpolated from observed gravity values.
 LB0740
 LB0740;                    North         East    Units  Estimated Accuracy
 LB0740;SPC IN W     -   574,900.      911,830.      MT  (+/- 180 meters Scaled)
 LB0740
 LB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK047751(NAD 83)
 LB0740
 LB0740                          SUPERSEDED SURVEY CONTROL
 LB0740
 LB0740  NGVD 29 (??/??/92)  197.07   (m)          646.6    (f) COMPUTED    2 0
 LB0740
 LB0740.Superseded values are not recommended for survey control.
 LB0740
 LB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0740.See file dsdata.pdf to determine how the superseded data were derived.
 LB0740
 LB0740_MARKER: DB = BENCH MARK DISK
 LB0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0740_STAMPING: E 31 1934
 LB0740_MARK LOGO: CGS
 LB0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0740+STABILITY: SURFACE MOTION
 LB0740
 LB0740  HISTORY     - Date     Condition        Report By
 LB0740  HISTORY     - 1934     MONUMENTED       CGS
 LB0740  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 LB0740  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB0740
 LB0740                          STATION DESCRIPTION
 LB0740
 LB0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0740'2.9 MI W FROM LAFAYETTE.
 LB0740'2.9 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0740'FROM THE STATION AT LAFAYETTE, TIPPECANOE COUNTY, 1.1 MILES WEST
 LB0740'OF A ROAD CROSSING AT THE PURDUE UNIVERSITY AIRPORT, 24 YARDS
 LB0740'SOUTHEAST OF SIGNAL TOWER 216+5, AT THE CROSSING OF STATE HIGHWAY
 LB0740'26, 30.1 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 LB0740'AND 30.1 FEET SOUTHEAST OF THE CROSSING-WARNING SIGN.  A STANDARD
 LB0740'DISK, STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0740'PROJECTING 8 INCHES ABOVE GROUND.
 LB0740
 LB0740                          STATION RECOVERY (1966)
 LB0740
 LB0740'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LB0740'MARK NOT FOUND.
 LB0740
 LB0740                          STATION RECOVERY (2014)
 LB0740
 LB0740'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB0740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0093 ***********************************************************************
 JA0093  DESIGNATION -  E 310
 JA0093  PID         -  JA0093
 JA0093  STATE/COUNTY-  IN/ORANGE
 JA0093  COUNTRY     -  US
 JA0093  USGS QUAD   -  PAOLI (2019)
 JA0093
 JA0093                         *CURRENT SURVEY CONTROL
 JA0093  ______________________________________________________________________
 JA0093* NAD 83(1986) POSITION- 38 33 42.     (N) 086 27 51.     (W)   SCALED
 JA0093* NAVD 88 ORTHO HEIGHT -   206.323 (meters)      676.91  (feet) ADJUSTED
 JA0093  ______________________________________________________________________
 JA0093  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 JA0093  DYNAMIC HEIGHT  -        206.182 (meters)      676.45  (feet) COMP
 JA0093  MODELED GRAVITY -    979,939.6   (mgal)                       NAVD 88
 JA0093
 JA0093  VERT ORDER      -  FIRST     CLASS II
 JA0093
 JA0093.The horizontal coordinates were scaled from a map and have
 JA0093.an estimated accuracy of +/- 6 seconds.
 JA0093
 JA0093.The orthometric height was determined by differential leveling and
 JA0093.adjusted by the NATIONAL GEODETIC SURVEY
 JA0093.in June 1991.
 JA0093
 JA0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0093.GEOID18 height accuracy estimate available here.
 JA0093
 JA0093.Click photographs - Photos may exist for this station.
 JA0093
 JA0093.The dynamic height is computed by dividing the NAVD 88
 JA0093.geopotential number by the normal gravity value computed on the
 JA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0093.degrees latitude (g = 980.6199 gals.).
 JA0093
 JA0093.The modeled gravity was interpolated from observed gravity values.
 JA0093
 JA0093;                    North         East    Units  Estimated Accuracy
 JA0093;SPC IN W     -   368,020.      953,960.      MT  (+/- 180 meters Scaled)
 JA0093
 JA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466682(NAD 83)
 JA0093
 JA0093                          SUPERSEDED SURVEY CONTROL
 JA0093
 JA0093  NGVD 29 (??/??/92)  206.427  (m)          677.25   (f) ADJ UNCH    1 2
 JA0093
 JA0093.Superseded values are not recommended for survey control.
 JA0093
 JA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0093.See file dsdata.pdf to determine how the superseded data were derived.
 JA0093
 JA0093_MARKER: DB = BENCH MARK DISK
 JA0093_SETTING: 66 = SET IN ROCK OUTCROP
 JA0093_STAMPING: E 310 1965
 JA0093_MARK LOGO: CGS
 JA0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0093+STABILITY: POSITION/ELEVATION WELL
 JA0093
 JA0093  HISTORY     - Date     Condition        Report By
 JA0093  HISTORY     - 1965     MONUMENTED       CGS
 JA0093
 JA0093                          STATION DESCRIPTION
 JA0093
 JA0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0093'AT PAOLI.
 JA0093'AT PAOLI, 17 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST
 JA0093'CORNER OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 JA0093'STATION, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND SET IN THE
 JA0093'TOP OF A ROCK WALL, ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0705 ***********************************************************************
 JA0705  DESIGNATION -  E 311
 JA0705  PID         -  JA0705
 JA0705  STATE/COUNTY-  IN/MARTIN
 JA0705  COUNTRY     -  US
 JA0705  USGS QUAD   -  SHOALS (2019)
 JA0705
 JA0705                         *CURRENT SURVEY CONTROL
 JA0705  ______________________________________________________________________
 JA0705* NAD 83(1986) POSITION- 38 40 48.     (N) 086 48 55.     (W)   SCALED
 JA0705* NAVD 88 ORTHO HEIGHT -   146.654 (meters)      481.15  (feet) ADJUSTED
 JA0705  ______________________________________________________________________
 JA0705  GEOID HEIGHT    -        -32.809 (meters)                     GEOID18
 JA0705  DYNAMIC HEIGHT  -        146.559 (meters)      480.84  (feet) COMP
 JA0705  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0705
 JA0705  VERT ORDER      -  FIRST     CLASS II
 JA0705
 JA0705.The horizontal coordinates were scaled from a map and have
 JA0705.an estimated accuracy of +/- 6 seconds.
 JA0705
 JA0705.The orthometric height was determined by differential leveling and
 JA0705.adjusted by the NATIONAL GEODETIC SURVEY
 JA0705.in June 1991.
 JA0705
 JA0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0705.GEOID18 height accuracy estimate available here.
 JA0705
 JA0705.Click photographs - Photos may exist for this station.
 JA0705
 JA0705.The dynamic height is computed by dividing the NAVD 88
 JA0705.geopotential number by the normal gravity value computed on the
 JA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0705.degrees latitude (g = 980.6199 gals.).
 JA0705
 JA0705.The modeled gravity was interpolated from observed gravity values.
 JA0705
 JA0705;                    North         East    Units  Estimated Accuracy
 JA0705;SPC IN W     -   381,010.      923,320.      MT  (+/- 180 meters Scaled)
 JA0705
 JA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH160812(NAD 83)
 JA0705
 JA0705                          SUPERSEDED SURVEY CONTROL
 JA0705
 JA0705  NGVD 29 (??/??/92)  146.779  (m)          481.56   (f) ADJ UNCH    1 2
 JA0705
 JA0705.Superseded values are not recommended for survey control.
 JA0705
 JA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0705.See file dsdata.pdf to determine how the superseded data were derived.
 JA0705
 JA0705_MARKER: DB = BENCH MARK DISK
 JA0705_SETTING: 66 = SET IN ROCK OUTCROP
 JA0705_STAMPING: E 311 1965
 JA0705_MARK LOGO: CGS
 JA0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0705+STABILITY: POSITION/ELEVATION WELL
 JA0705
 JA0705  HISTORY     - Date     Condition        Report By
 JA0705  HISTORY     - 1965     MONUMENTED       CGS
 JA0705
 JA0705                          STATION DESCRIPTION
 JA0705
 JA0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0705'2 MI W FROM SHOALS.
 JA0705'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0705'THE STATION AT SHOALS, IN SECTION 23, T 3 N, R 4 W, 63 FEET
 JA0705'NORTHWEST OF MILEPOST 149, 16 FEET NORTH OF THE NORTH RAIL OF THE
 JA0705'MAIN TRACK, SET IN THE TOP OF A ROCK OUTCROP, ABOUT 3 FEET ABOVE
 JA0705'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0832 ***********************************************************************
 JA0832  DESIGNATION -  E 312
 JA0832  PID         -  JA0832
 JA0832  STATE/COUNTY-  IN/DAVIESS
 JA0832  COUNTRY     -  US
 JA0832  USGS QUAD   -  WASHINGTON (2019)
 JA0832
 JA0832                         *CURRENT SURVEY CONTROL
 JA0832  ______________________________________________________________________
 JA0832* NAD 83(2011) POSITION- 38 41 38.47794(N) 087 07 54.29484(W)   ADJUSTED
 JA0832* NAD 83(2011) ELLIP HT-   110.600 (meters)        (02/11/21)   ADJUSTED
 JA0832* NAD 83(2011) EPOCH   -  2010.00
 JA0832* NAVD 88 ORTHO HEIGHT -   143.003 (meters)      469.17  (feet) ADJUSTED
 JA0832  ______________________________________________________________________
 JA0832  GEOID HEIGHT    -        -32.400 (meters)                     GEOID18
 JA0832  NAD 83(2011) X  -    249,432.995 (meters)                     COMP
 JA0832  NAD 83(2011) Y  - -4,978,474.812 (meters)                     COMP
 JA0832  NAD 83(2011) Z  -  3,965,931.553 (meters)                     COMP
 JA0832  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 JA0832  DYNAMIC HEIGHT  -        142.913 (meters)      468.87  (feet) COMP
 JA0832  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JA0832
 JA0832  VERT ORDER      -  FIRST     CLASS II
 JA0832
 JA0832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0832  Standards:
 JA0832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0832  -------------------------------------------------------------------
 JA0832  NETWORK    0.37   0.98           0.17   0.13   0.50      0.11021631
 JA0832  -------------------------------------------------------------------
 JA0832  Click here for local accuracies and other accuracy information.
 JA0832
 JA0832.The horizontal coordinates were established by GPS observations
 JA0832.and adjusted by the WOOLPERT CONSULTANTS in February 2021.
 JA0832
 JA0832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0832.been affixed to the stable North American tectonic plate. See 
 JA0832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0832
 JA0832.The horizontal coordinates are valid at the epoch date displayed above
 JA0832.which is a decimal equivalence of Year/Month/Day.
 JA0832
 JA0832.The orthometric height was determined by differential leveling and
 JA0832.adjusted by the NATIONAL GEODETIC SURVEY
 JA0832.in June 1991.
 JA0832
 JA0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0832.GEOID18 height accuracy estimate available here.
 JA0832
 JA0832.Click photographs - Photos may exist for this station.
 JA0832
 JA0832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0832
 JA0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0832
 JA0832.The ellipsoidal height was determined by GPS observations
 JA0832.and is referenced to NAD 83.
 JA0832
 JA0832.The dynamic height is computed by dividing the NAVD 88
 JA0832.geopotential number by the normal gravity value computed on the
 JA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0832.degrees latitude (g = 980.6199 gals.).
 JA0832
 JA0832.The modeled gravity was interpolated from observed gravity values.
 JA0832
 JA0832. The following values were computed from the NAD 83(2011) position.
 JA0832
 JA0832;                    North         East     Units Scale Factor Converg.
 JA0832;SPC IN W     -   382,531.096   895,788.099   MT  0.99996689   -0 01 49.0
 JA0832;SPC IN W     - 1,255,020.77  2,938,931.45   sFT  0.99996689   -0 01 49.0
 JA0832;UTM  16      - 4,282,830.964   488,542.686   MT  0.99960162   -0 04 56.5
 JA0832
 JA0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0832!SPC IN W     -   0.99998265  x   0.99996689  =   0.99994954
 JA0832!UTM  16      -   0.99998265  x   0.99960162  =   0.99958427
 JA0832
 JA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8854282830(NAD 83)
 JA0832
 JA0832                          SUPERSEDED SURVEY CONTROL
 JA0832
 JA0832  NGVD 29 (??/??/92)  143.137  (m)          469.61   (f) ADJ UNCH    1 2
 JA0832
 JA0832.Superseded values are not recommended for survey control.
 JA0832
 JA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0832.See file dsdata.pdf to determine how the superseded data were derived.
 JA0832
 JA0832_MARKER: DB = BENCH MARK DISK
 JA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0832_STAMPING: E 312 1965
 JA0832_MARK LOGO: CGS
 JA0832_PROJECTION: FLUSH
 JA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0832+STABILITY: SURFACE MOTION
 JA0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0832+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2020
 JA0832
 JA0832  HISTORY     - Date     Condition        Report By
 JA0832  HISTORY     - 1965     MONUMENTED       CGS
 JA0832  HISTORY     - 1986     GOOD             NGS
 JA0832  HISTORY     - 20080226 GOOD             JCLS
 JA0832  HISTORY     - 20201123 GOOD             WOOLPT
 JA0832
 JA0832                          STATION DESCRIPTION
 JA0832
 JA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0832'6.1 MI NE FROM WASHINGTON.
 JA0832'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0832'THE STATION AT WASHINGTON, THENCE 1.7 MILES NORTH ALONG A DIRT AND
 JA0832'GRAVELED FARM ROAD, THENCE 0.5 MILE EAST ALONG A PAVED ROAD,
 JA0832'THENCE 0.5 MILE NORTH ALONG A PAVED ROAD, THENCE 0.8 MILE WEST
 JA0832'ALONG A GRAVELED ROAD, IN SECTION 18, T 3 N, R 6 W, AT THE
 JA0832'JUNCTION OF THE GRAVELED ROAD AND A PAVED ROAD LEADING NORTH TO
 JA0832'THE DAVIESS COUNTY AIRPORT, 27 1/2 FEET NORTH OF THE CENTER LINE
 JA0832'OF THE GRAVELED ROAD, 25 1/2 FEET WEST OF THE CENTER LINE OF THE
 JA0832'PAVED ROAD, 2.5 FEET NORTHEAST OF A POWER POLE, 4.2 FEET NORTHEAST
 JA0832'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 JA0832'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0832
 JA0832                          STATION RECOVERY (1986)
 JA0832
 JA0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0832'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM (2.8
 JA0832'MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH U.S.
 JA0832'HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG
 JA0832'COUNTY ROAD 250 N, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG COUNTY ROAD
 JA0832'75 E, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD 275 N, 23.1 M
 JA0832'(75.8 FT) WEST OF THE SOUTHWEST CORNER OF BILLS AERO SERVICE HANGAR,
 JA0832'9.4 M (30.8 FT) NORTH OF THE CENTER OF THE ROAD, 6.8 M (22.3 FT)
 JA0832'SOUTHEAST OF THE CENTER OF THE DAVIESS COUNTY AIRPORT ENTRANCE ROAD,
 JA0832'AND 0.9 M (3.0 FT) NORTHEAST OF A UTILITY POLE.
 JA0832'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JA0832'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA0832
 JA0832                          STATION RECOVERY (2008)
 JA0832
 JA0832'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA0832'RECOVERED IN GOOD CONDITION.
 JA0832
 JA0832                          STATION RECOVERY (2020)
 JA0832
 JA0832'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2020 (SLS)
 JA0832'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTH-SOUTHWEST OF
 JA0832'EPSOM, 5.1 MI (8.2 KM) WEST-NORTHWEST OF MONTGOMERY AND 3.3 MI (5.3
 JA0832'KM) NORTHEAST OF WASHINGTON, AT DAVIESS COUNTY AIRPORT.
 JA0832'OWNERSHIP--DAVIESS COUNTY BOARD OF AVIATION, P. O. BOX 2338,
 JA0832'WASHINGTON, IN 47501.  TELEPHONE 812-254-9934. AIRPORT MANAGER IS ERIC
 JA0832'SEBER.
 JA0832'
 JA0832'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 69 AND US HIGHWAY
 JA0832'50, GO WEST ON US HIGHWAY 50 FOR 0.53 MI (0.85 KM) TO THE TURN OFF TO
 JA0832'THE BUSINESS DISTRICT.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 50 FOR
 JA0832'0.1 MI (0.2 KM) TO COUNTY ROAD 200 E.  TURN RIGHT AND GO NORTH THEN
 JA0832'EAST FOR 0.15 MI (0.24 KM) TO A SHARP CURVE TO THE LEFT.  TURN LEFT
 JA0832'AND GO NORTH ON COUNTY ROAD 200 E FOR 2.5 MI (4.0 KM) TO A T
 JA0832'INTERSECTION.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY ROAD 250 N
 JA0832'FOR 0.4 MI (0.6 KM) TO THE SOUTH ENTRANCE TO DAVIESS COUNTY AIRPORT
 JA0832'AND THE STATION ON THE RIGHT.
 JA0832'
 JA0832'THE STATION IS A BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 JA0832'MONUMENT.  IT IS 77.3 FT (23.6 M) SOUTHWEST OF BEND IN A CHAIN LINK
 JA0832'FENCE, 48.2 FT (14.7 M) WEST-NORTHWEST OF THE SOUTH END OF A CHAIN
 JA0832'LINK FENCE, 12.2 FT (3.7 M) WEST OF GUY WIRE ANCHOR, 7.4 FT (2.3 M)
 JA0832'NORTHEAST OF EDGE OF THE ENTRANCE ROAD PAVEMENT, 2.2 FT (0.7 M)
 JA0832'NORTHEAST OF UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0432 ***********************************************************************
 JA0432  DESIGNATION -  E 313
 JA0432  PID         -  JA0432
 JA0432  STATE/COUNTY-  IN/CRAWFORD
 JA0432  COUNTRY     -  US
 JA0432  USGS QUAD   -  LEAVENWORTH (2019)
 JA0432
 JA0432                         *CURRENT SURVEY CONTROL
 JA0432  ______________________________________________________________________
 JA0432* NAD 83(1986) POSITION- 38 12 27.     (N) 086 21 23.     (W)   SCALED
 JA0432* NAVD 88 ORTHO HEIGHT -   218.997 (meters)      718.49  (feet) ADJUSTED
 JA0432  ______________________________________________________________________
 JA0432  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 JA0432  DYNAMIC HEIGHT  -        218.840 (meters)      717.98  (feet) COMP
 JA0432  MODELED GRAVITY -    979,907.8   (mgal)                       NAVD 88
 JA0432
 JA0432  VERT ORDER      -  FIRST     CLASS II
 JA0432
 JA0432.The horizontal coordinates were scaled from a map and have
 JA0432.an estimated accuracy of +/- 6 seconds.
 JA0432
 JA0432.The orthometric height was determined by differential leveling and
 JA0432.adjusted by the NATIONAL GEODETIC SURVEY
 JA0432.in June 1991.
 JA0432
 JA0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0432.GEOID18 height accuracy estimate available here.
 JA0432
 JA0432.Click photographs - Photos may exist for this station.
 JA0432
 JA0432.The dynamic height is computed by dividing the NAVD 88
 JA0432.geopotential number by the normal gravity value computed on the
 JA0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0432.degrees latitude (g = 980.6199 gals.).
 JA0432
 JA0432.The modeled gravity was interpolated from observed gravity values.
 JA0432
 JA0432;                    North         East    Units  Estimated Accuracy
 JA0432;SPC IN W     -   328,780.      963,670.      MT  (+/- 180 meters Scaled)
 JA0432
 JA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH563290(NAD 83)
 JA0432
 JA0432                          SUPERSEDED SURVEY CONTROL
 JA0432
 JA0432  NGVD 29 (??/??/92)  219.107  (m)          718.85   (f) ADJ UNCH    1 2
 JA0432
 JA0432.Superseded values are not recommended for survey control.
 JA0432
 JA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0432.See file dsdata.pdf to determine how the superseded data were derived.
 JA0432
 JA0432_MARKER: DB = BENCH MARK DISK
 JA0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0432_STAMPING: E 313 1965
 JA0432_MARK LOGO: CGS
 JA0432_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0432
 JA0432  HISTORY     - Date     Condition        Report By
 JA0432  HISTORY     - 1965     MONUMENTED       CGS
 JA0432  HISTORY     - 20170916 GOOD             GEOCAC
 JA0432
 JA0432                          STATION DESCRIPTION
 JA0432
 JA0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0432'0.9 MI W FROM LEAVENWORTH.
 JA0432'0.9 MILES WEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0432'LEAVENWORTH, IN SECTION 36, T 3 S, R 1 E, AT THE JUNCTION OF
 JA0432'STATE HIGHWAYS 62 AND 66, 40 FEET NORTH OF THE CENTER LINE OF
 JA0432'HIGHWAY 62, 74 FEET EAST OF THE CENTER LINE OF HIGHWAY 66, 2
 JA0432'FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 JA0432'POST, ABOUT LEVEL WITH THE HIGHWAYS, AND ON THE TOP OF A 5/8-INCH
 JA0432'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 JA0432'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA0432
 JA0432                          STATION RECOVERY (2017)
 JA0432
 JA0432'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0858 ***********************************************************************
 JA0858  DESIGNATION -  E 314
 JA0858  PID         -  JA0858
 JA0858  STATE/COUNTY-  IN/KNOX
 JA0858  COUNTRY     -  US
 JA0858  USGS QUAD   -  WHEATLAND (2019)
 JA0858
 JA0858                         *CURRENT SURVEY CONTROL
 JA0858  ______________________________________________________________________
 JA0858* NAD 83(1986) POSITION- 38 39 48.     (N) 087 16 20.     (W)   SCALED
 JA0858* NAVD 88 ORTHO HEIGHT -   141.326 (meters)      463.67  (feet) ADJUSTED
 JA0858  ______________________________________________________________________
 JA0858  GEOID HEIGHT    -        -32.164 (meters)                     GEOID18
 JA0858  DYNAMIC HEIGHT  -        141.237 (meters)      463.38  (feet) COMP
 JA0858  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JA0858
 JA0858  VERT ORDER      -  FIRST     CLASS II
 JA0858
 JA0858.The horizontal coordinates were scaled from a map and have
 JA0858.an estimated accuracy of +/- 6 seconds.
 JA0858
 JA0858.The orthometric height was determined by differential leveling and
 JA0858.adjusted by the NATIONAL GEODETIC SURVEY
 JA0858.in June 1991.
 JA0858
 JA0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0858.GEOID18 height accuracy estimate available here.
 JA0858
 JA0858.Click photographs - Photos may exist for this station.
 JA0858
 JA0858.The dynamic height is computed by dividing the NAVD 88
 JA0858.geopotential number by the normal gravity value computed on the
 JA0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0858.degrees latitude (g = 980.6199 gals.).
 JA0858
 JA0858.The modeled gravity was interpolated from observed gravity values.
 JA0858
 JA0858;                    North         East    Units  Estimated Accuracy
 JA0858;SPC IN W     -   379,140.      883,560.      MT  (+/- 180 meters Scaled)
 JA0858
 JA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH763794(NAD 83)
 JA0858
 JA0858                          SUPERSEDED SURVEY CONTROL
 JA0858
 JA0858  NGVD 29 (??/??/92)  141.445  (m)          464.06   (f) ADJ UNCH    1 2
 JA0858
 JA0858.Superseded values are not recommended for survey control.
 JA0858
 JA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0858.See file dsdata.pdf to determine how the superseded data were derived.
 JA0858
 JA0858_MARKER: DB = BENCH MARK DISK
 JA0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0858_STAMPING: E 314 1965
 JA0858_MARK LOGO: CGS
 JA0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0858
 JA0858  HISTORY     - Date     Condition        Report By
 JA0858  HISTORY     - 1965     MONUMENTED       CGS
 JA0858  HISTORY     - 1986     GOOD             NGS
 JA0858
 JA0858                          STATION DESCRIPTION
 JA0858
 JA0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0858'2 MI E FROM WHEATLAND.
 JA0858'ABOUT 2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0858'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0858'IN FRACTIONAL SECTION 132, T 3 N, R 8 W, 2 POLES EAST OF MILEPOST
 JA0858'174-40, 41 FEET SOUTH OF THE SOUTH RAIL, AT THE WEST END OF A
 JA0858'CUT, 22 FEET SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY
 JA0858'4 GUY WIRES, 12 1/2 FEET NORTH-NORTHEAST OF A 26-INCH, FORKED ELM
 JA0858'TREE, 3 FEET SOUTH OF A FENCE, 5.5 FEET SOUTH OF A WOODEN WITNESS
 JA0858'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 3-INCH
 JA0858'IRON PIPE WHICH PROJECTS 1 FOOT.
 JA0858
 JA0858                          STATION RECOVERY (1986)
 JA0858
 JA0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0858'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA0858'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1063 ***********************************************************************
 JA1063  DESIGNATION -  E 316
 JA1063  PID         -  JA1063
 JA1063  STATE/COUNTY-  IN/GIBSON
 JA1063  COUNTRY     -  US
 JA1063  USGS QUAD   -  FRANCISCO (2019)
 JA1063
 JA1063                         *CURRENT SURVEY CONTROL
 JA1063  ______________________________________________________________________
 JA1063* NAD 83(1986) POSITION- 38 16 35.     (N) 087 22 41.     (W)   SCALED
 JA1063* NAVD 88 ORTHO HEIGHT -   142.885 (meters)      468.78  (feet) ADJUSTED
 JA1063  ______________________________________________________________________
 JA1063  GEOID HEIGHT    -        -31.635 (meters)                     GEOID18
 JA1063  DYNAMIC HEIGHT  -        142.790 (meters)      468.47  (feet) COMP
 JA1063  MODELED GRAVITY -    979,960.6   (mgal)                       NAVD 88
 JA1063
 JA1063  VERT ORDER      -  FIRST     CLASS II
 JA1063
 JA1063.The horizontal coordinates were scaled from a map and have
 JA1063.an estimated accuracy of +/- 6 seconds.
 JA1063
 JA1063.The orthometric height was determined by differential leveling and
 JA1063.adjusted by the NATIONAL GEODETIC SURVEY
 JA1063.in June 1991.
 JA1063
 JA1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1063.GEOID18 height accuracy estimate available here.
 JA1063
 JA1063.Click photographs - Photos may exist for this station.
 JA1063
 JA1063.The dynamic height is computed by dividing the NAVD 88
 JA1063.geopotential number by the normal gravity value computed on the
 JA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1063.degrees latitude (g = 980.6199 gals.).
 JA1063
 JA1063.The modeled gravity was interpolated from observed gravity values.
 JA1063
 JA1063;                    North         East    Units  Estimated Accuracy
 JA1063;SPC IN W     -   336,210.      874,210.      MT  (+/- 180 meters Scaled)
 JA1063
 JA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH669365(NAD 83)
 JA1063
 JA1063                          SUPERSEDED SURVEY CONTROL
 JA1063
 JA1063  NGVD 29 (??/??/92)  143.003  (m)          469.17   (f) ADJ UNCH    1 2
 JA1063
 JA1063.Superseded values are not recommended for survey control.
 JA1063
 JA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1063.See file dsdata.pdf to determine how the superseded data were derived.
 JA1063
 JA1063_MARKER: DB = BENCH MARK DISK
 JA1063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1063_STAMPING: E 316 1965
 JA1063_MARK LOGO: CGS
 JA1063_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1063
 JA1063  HISTORY     - Date     Condition        Report By
 JA1063  HISTORY     - 1965     MONUMENTED       CGS
 JA1063  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1063
 JA1063                          STATION DESCRIPTION
 JA1063
 JA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1063'AT SOMERVILLE.
 JA1063'ABOUT 1 BLOCK NORTHWEST OF THE POST OFFICE AT SOMERVILLE, 140
 JA1063'FEET NORTHEAST OF MILEPOST 111, 99 FEET NORTHEAST OF THE CENTER
 JA1063'OF A CROSSING OF THE NEW YORK CENTRAL RAILROAD AND COUNTY ROAD
 JA1063'540 S, 73 FEET NORTHEAST OF A POWER POLE, 90 FEET NORTHEAST OF
 JA1063'THE CENTER LINE OF THE ROAD 20 1/2 FEET NORTH OF A VERY CROOKED
 JA1063'MAPLE TREE, 21.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET
 JA1063'NORTHEAT OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A METAL WITNESS
 JA1063'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 JA1063'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 21
 JA1063'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 5
 JA1063'INCHES.
 JA1063
 JA1063                          STATION RECOVERY (1985)
 JA1063
 JA1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1075 ***********************************************************************
 JA1075  DESIGNATION -  E 317
 JA1075  PID         -  JA1075
 JA1075  STATE/COUNTY-  IN/PIKE
 JA1075  COUNTRY     -  US
 JA1075  USGS QUAD   -  PETERSBURG (2019)
 JA1075
 JA1075                         *CURRENT SURVEY CONTROL
 JA1075  ______________________________________________________________________
 JA1075* NAD 83(1986) POSITION- 38 23 32.     (N) 087 18 30.     (W)   SCALED
 JA1075* NAVD 88 ORTHO HEIGHT -   128.363 (meters)      421.14  (feet) ADJUSTED
 JA1075  ______________________________________________________________________
 JA1075  GEOID HEIGHT    -        -31.874 (meters)                     GEOID18
 JA1075  DYNAMIC HEIGHT  -        128.279 (meters)      420.86  (feet) COMP
 JA1075  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 JA1075
 JA1075  VERT ORDER      -  FIRST     CLASS II
 JA1075
 JA1075.The horizontal coordinates were scaled from a map and have
 JA1075.an estimated accuracy of +/- 6 seconds.
 JA1075
 JA1075.The orthometric height was determined by differential leveling and
 JA1075.adjusted by the NATIONAL GEODETIC SURVEY
 JA1075.in June 1991.
 JA1075
 JA1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1075.GEOID18 height accuracy estimate available here.
 JA1075
 JA1075.Click photographs - Photos may exist for this station.
 JA1075
 JA1075.The dynamic height is computed by dividing the NAVD 88
 JA1075.geopotential number by the normal gravity value computed on the
 JA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1075.degrees latitude (g = 980.6199 gals.).
 JA1075
 JA1075.The modeled gravity was interpolated from observed gravity values.
 JA1075
 JA1075;                    North         East    Units  Estimated Accuracy
 JA1075;SPC IN W     -   349,050.      880,340.      MT  (+/- 180 meters Scaled)
 JA1075
 JA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH730493(NAD 83)
 JA1075
 JA1075                          SUPERSEDED SURVEY CONTROL
 JA1075
 JA1075  NGVD 29 (??/??/92)  128.491  (m)          421.56   (f) ADJ UNCH    1 2
 JA1075
 JA1075.Superseded values are not recommended for survey control.
 JA1075
 JA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1075.See file dsdata.pdf to determine how the superseded data were derived.
 JA1075
 JA1075_MARKER: DB = BENCH MARK DISK
 JA1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1075_STAMPING: E 317 1965
 JA1075_MARK LOGO: CGS
 JA1075_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1075
 JA1075  HISTORY     - Date     Condition        Report By
 JA1075  HISTORY     - 1965     MONUMENTED       CGS
 JA1075  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1075
 JA1075                          STATION DESCRIPTION
 JA1075
 JA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1075'4.4 MI NE FROM OAKLAND CITY.
 JA1075'ABOUT 4.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1075'FROM THE STATION AT OAKLAND CITY, 1 MILE NORTH OF A RAILROAD
 JA1075'BRIDGE OVER THE PATOKA RIVER, 30.6 FEET SOUTHEAST ACROSS THE
 JA1075'TRACK FROM MILEPOST 102, 17.4 FEET SOUTHEAST OF THE SOUTHEAST
 JA1075'RAIL, 4.7 FEET SOUTHWEST OF A TELEPHONE POLE 1.2 FEET NORTHEAST
 JA1075'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 JA1075'SET IN THE TOP OF A CONCRETE FILLED 5-INCH CAST IRON PIPE
 JA1075'PROJECTING ABOUT 1 FOOT.
 JA1075
 JA1075                          STATION RECOVERY (1985)
 JA1075
 JA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0565 ***********************************************************************
 HA0565  DESIGNATION -  E 318
 HA0565  PID         -  HA0565
 HA0565  STATE/COUNTY-  IN/SPENCER
 HA0565  COUNTRY     -  US
 HA0565  USGS QUAD   -  ROCKPORT (2019)
 HA0565
 HA0565                         *CURRENT SURVEY CONTROL
 HA0565  ______________________________________________________________________
 HA0565* NAD 83(1986) POSITION- 37 56 37.     (N) 087 02 28.     (W)   SCALED
 HA0565* NAVD 88 ORTHO HEIGHT -   119.612 (meters)      392.43  (feet) ADJUSTED
 HA0565  ______________________________________________________________________
 HA0565  GEOID HEIGHT    -        -31.270 (meters)                     GEOID18
 HA0565  DYNAMIC HEIGHT  -        119.532 (meters)      392.16  (feet) COMP
 HA0565  MODELED GRAVITY -    979,958.9   (mgal)                       NAVD 88
 HA0565
 HA0565  VERT ORDER      -  FIRST     CLASS II
 HA0565
 HA0565.The horizontal coordinates were scaled from a map and have
 HA0565.an estimated accuracy of +/- 6 seconds.
 HA0565
 HA0565.The orthometric height was determined by differential leveling and
 HA0565.adjusted by the NATIONAL GEODETIC SURVEY
 HA0565.in June 1991.
 HA0565
 HA0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0565.GEOID18 height accuracy estimate available here.
 HA0565
 HA0565.Click photographs - Photos may exist for this station.
 HA0565
 HA0565.The dynamic height is computed by dividing the NAVD 88
 HA0565.geopotential number by the normal gravity value computed on the
 HA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0565.degrees latitude (g = 980.6199 gals.).
 HA0565
 HA0565.The modeled gravity was interpolated from observed gravity values.
 HA0565
 HA0565;                    North         East    Units  Estimated Accuracy
 HA0565;SPC IN W     -   299,240.      903,710.      MT  (+/- 180 meters Scaled)
 HA0565
 HA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963995(NAD 83)
 HA0565
 HA0565                          SUPERSEDED SURVEY CONTROL
 HA0565
 HA0565  NGVD 29 (??/??/92)  119.712  (m)          392.76   (f) ADJ UNCH    1 2
 HA0565
 HA0565.Superseded values are not recommended for survey control.
 HA0565
 HA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0565.See file dsdata.pdf to determine how the superseded data were derived.
 HA0565
 HA0565_MARKER: DB = BENCH MARK DISK
 HA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0565_STAMPING: E 318 1965
 HA0565_MARK LOGO: CGS
 HA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0565+STABILITY: SURFACE MOTION
 HA0565
 HA0565  HISTORY     - Date     Condition        Report By
 HA0565  HISTORY     - 1965     MONUMENTED       CGS
 HA0565  HISTORY     - 20100723 GOOD             GEOCAC
 HA0565
 HA0565                          STATION DESCRIPTION
 HA0565
 HA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0565'4.9 MI S FROM CHRISNEY.
 HA0565'ABOUT 4.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0565'OFFICE AT CHRISNEY, IN SECTION 35, T 6 S, R 6 W, 88 FEET
 HA0565'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 61 FEET SOUTHWEST OF THE
 HA0565'SOUTHWEST SCALE ON THE WEST SIDE OF A METAL BUILDING OF THE PLANT
 HA0565'FOOD SERVICE COMPANY, 27 FEET NORTH OF THE CENTER LINE OF A
 HA0565'GRAVELED ROAD, 30 FEET EAST OF THE EXTENDED CENTER LINE OF A
 HA0565'GRAVELED ROAD LEADING SOUTH, 8 1/2 FEET EAST-NORTHEAST OF A POWER
 HA0565'POLE, 3 1/2 FEET SOUTH OF THE SOUTH SIDE OF AN ALUMINUM TANK, 3.7
 HA0565'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HA0565'OF THE RAILS, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 HA0565'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0565
 HA0565                          STATION RECOVERY (2010)
 HA0565
 HA0565'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0565'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0777 ***********************************************************************
 HZ0777  DESIGNATION -  E 319
 HZ0777  PID         -  HZ0777
 HZ0777  STATE/COUNTY-  IN/OHIO
 HZ0777  COUNTRY     -  US
 HZ0777  USGS QUAD   -  RISING SUN (2019)
 HZ0777
 HZ0777                         *CURRENT SURVEY CONTROL
 HZ0777  ______________________________________________________________________
 HZ0777* NAD 83(1986) POSITION- 38 58 35.     (N) 084 50 54.     (W)   SCALED
 HZ0777* NAVD 88 ORTHO HEIGHT -   158.661 (meters)      520.54  (feet) ADJUSTED
 HZ0777  ______________________________________________________________________
 HZ0777  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 HZ0777  DYNAMIC HEIGHT  -        158.561 (meters)      520.21  (feet) COMP
 HZ0777  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 HZ0777
 HZ0777  VERT ORDER      -  FIRST     CLASS II
 HZ0777
 HZ0777.The horizontal coordinates were scaled from a map and have
 HZ0777.an estimated accuracy of +/- 6 seconds.
 HZ0777
 HZ0777.The orthometric height was determined by differential leveling and
 HZ0777.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0777.in June 1991.
 HZ0777
 HZ0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0777.GEOID18 height accuracy estimate available here.
 HZ0777
 HZ0777.Click photographs - Photos may exist for this station.
 HZ0777
 HZ0777.The dynamic height is computed by dividing the NAVD 88
 HZ0777.geopotential number by the normal gravity value computed on the
 HZ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0777.degrees latitude (g = 980.6199 gals.).
 HZ0777
 HZ0777.The modeled gravity was interpolated from observed gravity values.
 HZ0777
 HZ0777;                    North         East    Units  Estimated Accuracy
 HZ0777;SPC IN E     -   414,190.      170,910.      MT  (+/- 180 meters Scaled)
 HZ0777
 HZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ863163(NAD 83)
 HZ0777
 HZ0777                          SUPERSEDED SURVEY CONTROL
 HZ0777
 HZ0777  NGVD 29 (??/??/92)  158.866  (m)          521.21   (f) ADJ UNCH    1 2
 HZ0777
 HZ0777.Superseded values are not recommended for survey control.
 HZ0777
 HZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0777.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0777
 HZ0777_MARKER: DB = BENCH MARK DISK
 HZ0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ0777_STAMPING: E 316 1965
 HZ0777_MARK LOGO: CGS
 HZ0777_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0777
 HZ0777  HISTORY     - Date     Condition        Report By
 HZ0777  HISTORY     - 1965     MONUMENTED       CGS
 HZ0777
 HZ0777                          STATION DESCRIPTION
 HZ0777
 HZ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0777'2.1 MI N FROM RISING SUN.
 HZ0777'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 HZ0777'RISING SUN, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 56, IN
 HZ0777'SECTION 26, T 4 N, R 1 W, 41 FEET EAST OF THE CENTER LINE OF THE
 HZ0777'HIGHWAY, 7 FEET EAST OF A TELEPHONE POLE, 2.0 FEET EAST OF A
 HZ0777'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP
 HZ0777'OF A 5/8- INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 HZ0777'16 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 7
 HZ0777'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0402 ***********************************************************************
 LB0402  DESIGNATION -  E 32
 LB0402  PID         -  LB0402
 LB0402  STATE/COUNTY-  IN/HAMILTON
 LB0402  COUNTRY     -  US
 LB0402  USGS QUAD   -  WESTFIELD (2019)
 LB0402
 LB0402                         *CURRENT SURVEY CONTROL
 LB0402  ______________________________________________________________________
 LB0402* NAD 83(1986) POSITION- 40 05 18.     (N) 086 09 37.     (W)   SCALED
 LB0402* NAVD 88 ORTHO HEIGHT -   284.812 (meters)      934.42  (feet) ADJUSTED
 LB0402  ______________________________________________________________________
 LB0402  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 LB0402  DYNAMIC HEIGHT  -        284.654 (meters)      933.90  (feet) COMP
 LB0402  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 LB0402
 LB0402  VERT ORDER      -  SECOND    CLASS 0
 LB0402
 LB0402.The horizontal coordinates were scaled from a map and have
 LB0402.an estimated accuracy of +/- 6 seconds.
 LB0402
 LB0402.The orthometric height was determined by differential leveling and
 LB0402.adjusted by the NATIONAL GEODETIC SURVEY
 LB0402.in June 1991.
 LB0402
 LB0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0402.GEOID18 height accuracy estimate available here.
 LB0402
 LB0402.Click photographs - Photos may exist for this station.
 LB0402
 LB0402.The dynamic height is computed by dividing the NAVD 88
 LB0402.geopotential number by the normal gravity value computed on the
 LB0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0402.degrees latitude (g = 980.6199 gals.).
 LB0402
 LB0402.The modeled gravity was interpolated from observed gravity values.
 LB0402
 LB0402;                    North         East    Units  Estimated Accuracy
 LB0402;SPC IN E     -   537,440.       57,900.      MT  (+/- 180 meters Scaled)
 LB0402
 LB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK715378(NAD 83)
 LB0402
 LB0402                          SUPERSEDED SURVEY CONTROL
 LB0402
 LB0402  NGVD 29 (??/??/92)  284.924  (m)          934.79   (f) ADJ UNCH    2 0
 LB0402
 LB0402.Superseded values are not recommended for survey control.
 LB0402
 LB0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0402.See file dsdata.pdf to determine how the superseded data were derived.
 LB0402
 LB0402_MARKER: DB = BENCH MARK DISK
 LB0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0402_STAMPING: E 32 1934
 LB0402_MARK LOGO: CGS
 LB0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0402+STABILITY: SURFACE MOTION
 LB0402
 LB0402  HISTORY     - Date     Condition        Report By
 LB0402  HISTORY     - 1934     MONUMENTED       CGS
 LB0402  HISTORY     - 20220927 MARK NOT FOUND   IN-057
 LB0402
 LB0402                          STATION DESCRIPTION
 LB0402
 LB0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0402'3.6 MI NW FROM WESTFIELD.
 LB0402'3.6 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0402'RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, ABOUT
 LB0402'150 YARDS NORTHWEST OF HORTON STATION, IN THE EAST ANGLE OF THE
 LB0402'CROSSING OF THE FIRST GRAVEL ROAD NORTHWEST OF THE STATION, 27
 LB0402'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET NORTHEAST OF
 LB0402'THE NORTHEAST RAIL, NEAR A FENCE LINE, AND 2 FEET LOWER THAN THE
 LB0402'TRACK.  A STANDARD DISK, STAMPED E 32 1934 AND SET IN THE TOP OF
 LB0402'A CONCRETE POST.
 LB0402
 LB0402                          STATION RECOVERY (2022)
 LB0402
 LB0402'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1025 ***********************************************************************
 HZ1025  DESIGNATION -  E 320
 HZ1025  PID         -  HZ1025
 HZ1025  STATE/COUNTY-  IN/SWITZERLAND
 HZ1025  COUNTRY     -  US
 HZ1025  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1025
 HZ1025                         *CURRENT SURVEY CONTROL
 HZ1025  ______________________________________________________________________
 HZ1025* NAD 83(1986) POSITION- 38 45 12.80   (N) 085 03 26.68   (W)   HD_HELD1
 HZ1025* NAVD 88 ORTHO HEIGHT -   146.182 (meters)      479.60  (feet) ADJUSTED
 HZ1025  ______________________________________________________________________
 HZ1025  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 HZ1025  DYNAMIC HEIGHT  -        146.088 (meters)      479.29  (feet) COMP
 HZ1025  MODELED GRAVITY -    979,982.2   (mgal)                       NAVD 88
 HZ1025
 HZ1025  VERT ORDER      -  FIRST     CLASS II
 HZ1025
 HZ1025.The horizontal coordinates were determined by differentially corrected
 HZ1025.hand held GPS observations or other comparable positioning techniques
 HZ1025.and have an estimated accuracy of +/- 3 meters.
 HZ1025
 HZ1025.The orthometric height was determined by differential leveling and
 HZ1025.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1025.in June 1991.
 HZ1025
 HZ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1025.GEOID18 height accuracy estimate available here.
 HZ1025
 HZ1025.Click photographs - Photos may exist for this station.
 HZ1025
 HZ1025.The dynamic height is computed by dividing the NAVD 88
 HZ1025.geopotential number by the normal gravity value computed on the
 HZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1025.degrees latitude (g = 980.6199 gals.).
 HZ1025
 HZ1025.The modeled gravity was interpolated from observed gravity values.
 HZ1025
 HZ1025;                    North         East    Units  Estimated Accuracy
 HZ1025;SPC IN E     -   389,314.9     152,958.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1025
 HZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6880191220(NAD 83)
 HZ1025
 HZ1025                          SUPERSEDED SURVEY CONTROL
 HZ1025
 HZ1025  NGVD 29 (??/??/92)  146.368  (m)          480.21   (f) ADJ UNCH    1 2
 HZ1025
 HZ1025.Superseded values are not recommended for survey control.
 HZ1025
 HZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1025.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1025
 HZ1025_MARKER: DB = BENCH MARK DISK
 HZ1025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ1025+WITH SETTING: PAVEMENT
 HZ1025_SP_SET: FLAGPOLE BASE
 HZ1025_STAMPING: E 320 1965
 HZ1025_MARK LOGO: CGS
 HZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1025+STABILITY: SURFACE MOTION
 HZ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1025+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1025
 HZ1025  HISTORY     - Date     Condition        Report By
 HZ1025  HISTORY     - 1965     MONUMENTED       CGS
 HZ1025  HISTORY     - 19910727 GOOD             USPSQD
 HZ1025  HISTORY     - 20180405 GOOD             MCA
 HZ1025  HISTORY     - 20190915 GOOD             USPSQD
 HZ1025  HISTORY     - 20230829 GOOD             INDOT
 HZ1025
 HZ1025                          STATION DESCRIPTION
 HZ1025
 HZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1025'0.8 MI NE FROM VEVAY.
 HZ1025'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE COURTHOUSE
 HZ1025'AT VEVAY, IN SECTION 13, T 2 N, R 3 W, AT THE VEVAY CEMETERY,
 HZ1025'65 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 HZ1025'NORTHEAST OF THE CENTER LINE OF THE MOST SOUTHWESTERLY DRIVEWAY
 HZ1025'INTO THE CEMETERY, SET IN THE TOP OF THE NORTHWEST SIDE OF THE
 HZ1025'CONCRETE BASE FOR THE FLAG POLE, 0.5 FOOT NORTHWEST OF THE FLAG
 HZ1025'POLE, 15 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK,
 HZ1025'ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND.
 HZ1025
 HZ1025                          STATION RECOVERY (1991)
 HZ1025
 HZ1025'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 HZ1025'RECOVERED IN GOOD CONDITION.
 HZ1025
 HZ1025                          STATION RECOVERY (2018)
 HZ1025
 HZ1025'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1025'RECOVERED IN GOOD CONDITION.
 HZ1025
 HZ1025                          STATION RECOVERY (2019)
 HZ1025
 HZ1025'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1025'RECOVERED IN GOOD CONDITION.
 HZ1025
 HZ1025                          STATION RECOVERY (2023)
 HZ1025
 HZ1025'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1025'THERE ARE LARGE TREES DIRECTLY TO THE SOUTH THAT WOULD MOST LIKELY
 HZ1025'PREVENT GOOD OBSERVATION AS LONG AS THE LEAVES ARE ON.  IT MAY BE MORE
 HZ1025'SUITABLE FOR OBSERVATION IN THE WINTER WHEN THE LEAVES ARE OFF THE
 HZ1025'TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1061 ***********************************************************************
 HZ1061  DESIGNATION -  E 321
 HZ1061  PID         -  HZ1061
 HZ1061  STATE/COUNTY-  IN/JEFFERSON
 HZ1061  COUNTRY     -  US
 HZ1061  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ1061
 HZ1061                         *CURRENT SURVEY CONTROL
 HZ1061  ______________________________________________________________________
 HZ1061* NAD 83(1986) POSITION- 38 45 37.     (N) 085 27 42.     (W)   SCALED
 HZ1061* NAVD 88 ORTHO HEIGHT -   247.743 (meters)      812.80  (feet) ADJUSTED
 HZ1061  ______________________________________________________________________
 HZ1061  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1061  DYNAMIC HEIGHT  -        247.580 (meters)      812.27  (feet) COMP
 HZ1061  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 HZ1061
 HZ1061  VERT ORDER      -  FIRST     CLASS II
 HZ1061
 HZ1061.This mark is at Madison Airport (IMS)
 HZ1061
 HZ1061.The horizontal coordinates were scaled from a map and have
 HZ1061.an estimated accuracy of +/- 6 seconds.
 HZ1061
 HZ1061.The orthometric height was determined by differential leveling and
 HZ1061.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1061.in June 1991.
 HZ1061
 HZ1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1061.GEOID18 height accuracy estimate available here.
 HZ1061
 HZ1061.Click photographs - Photos may exist for this station.
 HZ1061
 HZ1061.The dynamic height is computed by dividing the NAVD 88
 HZ1061.geopotential number by the normal gravity value computed on the
 HZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1061.degrees latitude (g = 980.6199 gals.).
 HZ1061
 HZ1061.The modeled gravity was interpolated from observed gravity values.
 HZ1061
 HZ1061;                    North         East    Units  Estimated Accuracy
 HZ1061;SPC IN E     -   389,910.      117,820.      MT  (+/- 180 meters Scaled)
 HZ1061
 HZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336912(NAD 83)
 HZ1061
 HZ1061                          SUPERSEDED SURVEY CONTROL
 HZ1061
 HZ1061  NGVD 29 (??/??/92)  247.907  (m)          813.34   (f) ADJ UNCH    1 2
 HZ1061
 HZ1061.Superseded values are not recommended for survey control.
 HZ1061
 HZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1061.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1061
 HZ1061_MARKER: DB = BENCH MARK DISK
 HZ1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1061_STAMPING: E 321 1965
 HZ1061_MARK LOGO: CGS
 HZ1061_PROJECTION: PROJECTING
 HZ1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1061+STABILITY: SURFACE MOTION
 HZ1061
 HZ1061  HISTORY     - Date     Condition        Report By
 HZ1061  HISTORY     - 1965     MONUMENTED       CGS
 HZ1061
 HZ1061                          STATION DESCRIPTION
 HZ1061
 HZ1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1061'6.1 MI NW FROM MADISON.
 HZ1061'4.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1061'AT MADISON, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 107, THENCE
 HZ1061'0.35 MILE WEST ALONG ROAD 100 N, THENCE 0.55 MILE NORTH ALONG
 HZ1061'ROAD 375 W, AT THE MAIN ENTRANCE TO THE MADISON MUNICIPAL AIRPORT,
 HZ1061'IN SECTION 25, T 4 N, R 9 E, 106 YARDS WEST OF THE CENTER LINE
 HZ1061'OF THE ROAD, 62 FEET SOUTH OF THE CENTER LINE OF AN AIRPORT
 HZ1061'ACCESS ROAD, 2 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A
 HZ1061'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HZ1061'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1617 ***********************************************************************
 HZ1617  DESIGNATION -  E 322
 HZ1617  PID         -  HZ1617
 HZ1617  STATE/COUNTY-  IN/CLARK
 HZ1617  COUNTRY     -  US
 HZ1617  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1617
 HZ1617                         *CURRENT SURVEY CONTROL
 HZ1617  ______________________________________________________________________
 HZ1617* NAD 83(1986) POSITION- 38 24 59.     (N) 085 38 01.     (W)   SCALED
 HZ1617* NAVD 88 ORTHO HEIGHT -   201.937 (meters)      662.52  (feet) ADJUSTED
 HZ1617  ______________________________________________________________________
 HZ1617  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 HZ1617  DYNAMIC HEIGHT  -        201.803 (meters)      662.08  (feet) COMP
 HZ1617  MODELED GRAVITY -    979,960.6   (mgal)                       NAVD 88
 HZ1617
 HZ1617  VERT ORDER      -  FIRST     CLASS II
 HZ1617
 HZ1617.The horizontal coordinates were scaled from a map and have
 HZ1617.an estimated accuracy of +/- 6 seconds.
 HZ1617
 HZ1617.The orthometric height was determined by differential leveling and
 HZ1617.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1617.in June 1991.
 HZ1617
 HZ1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1617.GEOID18 height accuracy estimate available here.
 HZ1617
 HZ1617.Click photographs - Photos may exist for this station.
 HZ1617
 HZ1617.The dynamic height is computed by dividing the NAVD 88
 HZ1617.geopotential number by the normal gravity value computed on the
 HZ1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1617.degrees latitude (g = 980.6199 gals.).
 HZ1617
 HZ1617.The modeled gravity was interpolated from observed gravity values.
 HZ1617
 HZ1617;                    North         East    Units  Estimated Accuracy
 HZ1617;SPC IN E     -   351,710.      102,890.      MT  (+/- 180 meters Scaled)
 HZ1617
 HZ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH192528(NAD 83)
 HZ1617
 HZ1617                          SUPERSEDED SURVEY CONTROL
 HZ1617
 HZ1617  NGVD 29 (??/??/92)  202.093  (m)          663.03   (f) ADJ UNCH    1 2
 HZ1617
 HZ1617.Superseded values are not recommended for survey control.
 HZ1617
 HZ1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1617.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1617
 HZ1617_MARKER: DB = BENCH MARK DISK
 HZ1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1617_STAMPING: E 322 1965
 HZ1617_MARK LOGO: CGS
 HZ1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1617+STABILITY: SURFACE MOTION
 HZ1617
 HZ1617  HISTORY     - Date     Condition        Report By
 HZ1617  HISTORY     - 1965     MONUMENTED       CGS
 HZ1617
 HZ1617                          STATION DESCRIPTION
 HZ1617
 HZ1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1617'2.1 MI SE FROM CHARLESTOWN.
 HZ1617'ABOUT 2.1 MILES SOUTHEAST ALONG NORTH PATROL ROAD FROM THE JUNCTION
 HZ1617'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, ON THE U.S. MILITARY
 HZ1617'RESERVATION, INDIANA ARSENAL, 43 FEET NORTHEAST OF THE CENTER LINE
 HZ1617'OF THE ROAD, 49 FEET NORTHWEST OF THE CENTER OF GATE 37, 79 FEET
 HZ1617'NORTHWEST OF A POWER POLE, 2 FEET SOUTHWEST OF A CHAIN-LINK
 HZ1617'FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HZ1617'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HZ1617'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1571 ***********************************************************************
 HZ1571  DESIGNATION -  E 323
 HZ1571  PID         -  HZ1571
 HZ1571  STATE/COUNTY-  IN/FLOYD
 HZ1571  COUNTRY     -  US
 HZ1571  USGS QUAD   -  LOUISVILLE WEST (2019)
 HZ1571
 HZ1571                         *CURRENT SURVEY CONTROL
 HZ1571  ______________________________________________________________________
 HZ1571* NAD 83(1986) POSITION- 38 13 33.     (N) 085 51 30.     (W)   SCALED
 HZ1571* NAVD 88 ORTHO HEIGHT -   131.255 (meters)      430.63  (feet) ADJUSTED
 HZ1571  ______________________________________________________________________
 HZ1571  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 HZ1571  DYNAMIC HEIGHT  -        131.167 (meters)      430.34  (feet) COMP
 HZ1571  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 HZ1571
 HZ1571  VERT ORDER      -  FIRST     CLASS II
 HZ1571
 HZ1571.The horizontal coordinates were scaled from a map and have
 HZ1571.an estimated accuracy of +/- 6 seconds.
 HZ1571
 HZ1571.The orthometric height was determined by differential leveling and
 HZ1571.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1571.in June 1991.
 HZ1571
 HZ1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1571.GEOID18 height accuracy estimate available here.
 HZ1571
 HZ1571.Click photographs - Photos may exist for this station.
 HZ1571
 HZ1571.The dynamic height is computed by dividing the NAVD 88
 HZ1571.geopotential number by the normal gravity value computed on the
 HZ1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1571.degrees latitude (g = 980.6199 gals.).
 HZ1571
 HZ1571.The modeled gravity was interpolated from observed gravity values.
 HZ1571
 HZ1571;                    North         East    Units  Estimated Accuracy
 HZ1571;SPC IN E     -   330,580.       83,220.      MT  (+/- 180 meters Scaled)
 HZ1571
 HZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH999314(NAD 83)
 HZ1571
 HZ1571                          SUPERSEDED SURVEY CONTROL
 HZ1571
 HZ1571  NGVD 29 (??/??/92)  131.394  (m)          431.08   (f) ADJ UNCH    1 2
 HZ1571
 HZ1571.Superseded values are not recommended for survey control.
 HZ1571
 HZ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1571.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1571
 HZ1571_MARKER: DB = BENCH MARK DISK
 HZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1571_STAMPING: E 323 1965
 HZ1571_MARK LOGO: CGS
 HZ1571_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1571+STABILITY: SURFACE MOTION
 HZ1571
 HZ1571  HISTORY     - Date     Condition        Report By
 HZ1571  HISTORY     - 1965     MONUMENTED       CGS
 HZ1571  HISTORY     - 19860730 GOOD             NGS
 HZ1571
 HZ1571                          STATION DESCRIPTION
 HZ1571
 HZ1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1571'4.6 MI S FROM NEW ALBANY.
 HZ1571'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1571'STATION AT NEW ALBANY, THENCE 3.55 MILES SOUTH ALONG STATE HIGHWAY
 HZ1571'111, IN SECTION 21, T 3 S, R 6 E, ABOUT MIDWAY AND ON THE
 HZ1571'OUTSIDE OF A CURVE IN THE HIGHWAY, 59 FEET NORTHEAST OF THE
 HZ1571'CENTER OF A JUNCTION OF THE HIGHWAY AND ROAD LEADING EAST, 47
 HZ1571'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE
 HZ1571'CENTER LINE OF THE ROAD LEADING EAST, 2 FEET NORTHEAST OF A
 HZ1571'TELEPHONE POLE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 HZ1571'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1571'PROJECTING 3 INCHES.
 HZ1571
 HZ1571                          STATION RECOVERY (1986)
 HZ1571
 HZ1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1571'FROM THE JUNCTION OF STATE ROUTES 111 AND 62 AT THE SOUTHWEST SECTION
 HZ1571'OF NEW ALBANY, GO SOUTH ON HIGHWAY 111, (MAIN STREET) FOR 4.75 MILES,
 HZ1571'7.644 KM (4.75 MI) TO A SIDE ROAD LEFT, OLD RIVER ROAD, AND STATION,
 HZ1571'THIS IS JUST AFTER A SIGN READING MIDDLE CREEK RAMP 3/4 MILE.
 HZ1571'LOCATED IN SECTION 21, T3S, R6E, ABOUT MIDWAY AND ON THE OUTSIDE OF A
 HZ1571'CURVE IN THE HIGHWAY, 59 FEET (18.0 M) NORTHEAST OF CENTER OF
 HZ1571'JUNCTION OF THE HIGHWAY AND OLD RIVER ROAD, 47 FEET (14.3 M) EAST OF
 HZ1571'THE CENTER OF HIGHWAY 111, 21 FEET (6.4 M) NORTH OF THE CENTER LINE
 HZ1571'OF OLD RIVER ROAD, 2 FEET (0.6 M) NORTHEAST OF A TELEPHONE POLE, 1.5
 HZ1571'FEET (0.5 M) SOUTH OF A WITNESS POST AND ABOUT LEVEL WITH THE
 HZ1571'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0447 ***********************************************************************
 JA0447  DESIGNATION -  E 324
 JA0447  PID         -  JA0447
 JA0447  STATE/COUNTY-  IN/HARRISON
 JA0447  COUNTRY     -  US
 JA0447  USGS QUAD   -  LACONIA (2019)
 JA0447
 JA0447                         *CURRENT SURVEY CONTROL
 JA0447  ______________________________________________________________________
 JA0447* NAD 83(1986) POSITION- 38 01 53.     (N) 086 04 03.     (W)   SCALED
 JA0447* NAVD 88 ORTHO HEIGHT -   209.011 (meters)      685.73  (feet) ADJUSTED
 JA0447  ______________________________________________________________________
 JA0447  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 JA0447  DYNAMIC HEIGHT  -        208.862 (meters)      685.24  (feet) COMP
 JA0447  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 JA0447
 JA0447  VERT ORDER      -  FIRST     CLASS II
 JA0447
 JA0447.The horizontal coordinates were scaled from a map and have
 JA0447.an estimated accuracy of +/- 6 seconds.
 JA0447
 JA0447.The orthometric height was determined by differential leveling and
 JA0447.adjusted by the NATIONAL GEODETIC SURVEY
 JA0447.in June 1991.
 JA0447
 JA0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0447.GEOID18 height accuracy estimate available here.
 JA0447
 JA0447.Click photographs - Photos may exist for this station.
 JA0447
 JA0447.The dynamic height is computed by dividing the NAVD 88
 JA0447.geopotential number by the normal gravity value computed on the
 JA0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0447.degrees latitude (g = 980.6199 gals.).
 JA0447
 JA0447.The modeled gravity was interpolated from observed gravity values.
 JA0447
 JA0447;                    North         East    Units  Estimated Accuracy
 JA0447;SPC IN E     -   309,050.       64,810.      MT  (+/- 180 meters Scaled)
 JA0447
 JA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH818097(NAD 83)
 JA0447
 JA0447                          SUPERSEDED SURVEY CONTROL
 JA0447
 JA0447  NGVD 29 (??/??/92)  209.130  (m)          686.12   (f) ADJ UNCH    1 2
 JA0447
 JA0447.Superseded values are not recommended for survey control.
 JA0447
 JA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0447.See file dsdata.pdf to determine how the superseded data were derived.
 JA0447
 JA0447_MARKER: DB = BENCH MARK DISK
 JA0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0447_STAMPING: E 324 1965
 JA0447_MARK LOGO: CGS
 JA0447_PROJECTION: FLUSH
 JA0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0447+STABILITY: SURFACE MOTION
 JA0447
 JA0447  HISTORY     - Date     Condition        Report By
 JA0447  HISTORY     - 1965     MONUMENTED       CGS
 JA0447
 JA0447                          STATION DESCRIPTION
 JA0447
 JA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0447'1.1 MI E FROM LACONIA.
 JA0447'0.1 MILE EAST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0447'LACONIA, THENCE 1.0 MILE EAST ALONG A PAVED ROAD, ON THE PROPERTY
 JA0447'OF BEN TINGELL, IN SECTON 34, T 5 S, R 4 E, 154 FEET SOUTH OF
 JA0447'THE CENTER LINE OF THE ROAD, 100 FEET NORTH OF THE NORTHWEST
 JA0447'CORNER OF A LARGE BARN, 64 1/2 FEET SOUTH OF THE SOUTHEAST
 JA0447'CORNER OF TINGELLS HOUSE, 2 1/2 FEET WEST OF A YARD LIGHT POLE,
 JA0447'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0447'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1108 ***********************************************************************
 HA1108  DESIGNATION -  E 325
 HA1108  PID         -  HA1108
 HA1108  STATE/COUNTY-  IN/VANDERBURGH
 HA1108  COUNTRY     -  US
 HA1108  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1108
 HA1108                         *CURRENT SURVEY CONTROL
 HA1108  ______________________________________________________________________
 HA1108* NAD 83(1986) POSITION- 37 57 51.5    (N) 087 36 36.8    (W)   HD_HELD2
 HA1108* NAVD 88 ORTHO HEIGHT -   112.106 (meters)      367.80  (feet) ADJUSTED
 HA1108  ______________________________________________________________________
 HA1108  GEOID HEIGHT    -        -30.964 (meters)                     GEOID18
 HA1108  DYNAMIC HEIGHT  -        112.028 (meters)      367.55  (feet) COMP
 HA1108  MODELED GRAVITY -    979,935.8   (mgal)                       NAVD 88
 HA1108
 HA1108  VERT ORDER      -  FIRST     CLASS II
 HA1108
 HA1108.The horizontal coordinates were established by autonomous hand held GPS
 HA1108.observations and have an estimated accuracy of +/- 10 meters.
 HA1108
 HA1108.The orthometric height was determined by differential leveling and
 HA1108.adjusted by the NATIONAL GEODETIC SURVEY
 HA1108.in June 1991.
 HA1108
 HA1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1108.GEOID18 height accuracy estimate available here.
 HA1108
 HA1108.Click photographs - Photos may exist for this station.
 HA1108
 HA1108.The dynamic height is computed by dividing the NAVD 88
 HA1108.geopotential number by the normal gravity value computed on the
 HA1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1108.degrees latitude (g = 980.6199 gals.).
 HA1108
 HA1108.The modeled gravity was interpolated from observed gravity values.
 HA1108
 HA1108;                    North         East    Units  Estimated Accuracy
 HA1108;SPC IN W     -   301,663.      853,701.      MT  (+/- 10 meters HH2 GPS)
 HA1108
 HA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4639702030(NAD 83)
 HA1108
 HA1108                          SUPERSEDED SURVEY CONTROL
 HA1108
 HA1108  NGVD 29 (??/??/92)  112.201  (m)          368.11   (f) ADJ UNCH    1 2
 HA1108
 HA1108.Superseded values are not recommended for survey control.
 HA1108
 HA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1108.See file dsdata.pdf to determine how the superseded data were derived.
 HA1108
 HA1108_MARKER: DB = BENCH MARK DISK
 HA1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1108_STAMPING: E 325 1965
 HA1108_MARK LOGO: CGS
 HA1108_PROJECTION: PROJECTING 5 CENTIMETERS
 HA1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1108+STABILITY: SURFACE MOTION
 HA1108
 HA1108  HISTORY     - Date     Condition        Report By
 HA1108  HISTORY     - 1965     MONUMENTED       CGS
 HA1108  HISTORY     - 1987     GOOD             USPSQD
 HA1108  HISTORY     - 1988     GOOD             USPSQD
 HA1108  HISTORY     - 19981107 GOOD             USPSQD
 HA1108
 HA1108                          STATION DESCRIPTION
 HA1108
 HA1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1108'3.4 MI SW FROM EVANSVILLE.
 HA1108'ABOUT 0.15 MILES SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1108'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1108'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1108'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.0 MILE SOUTH
 HA1108'ALONG SOUTH BARKER AVENUE, IN SECTION 35, T 6 S, R 11 W, 0.1
 HA1108'MILE NORTH OF THE INTERSECTION WITH BROADWAY AVENUE, 183 FEET
 HA1108'SOUTH OF THE CENTER LINE OF THE EAST ENTRANCE TO HOWELL PARK, 41
 HA1108'FEET WEST OF THE CENTER LINE OF SOUTH BARKER AVENUE, 25 1/2
 HA1108'FEET NORTH OF A 28-INCH SYCAMORE TREE, 15 1/2 FEET SOUTH OF A
 HA1108'22-INCH ELM TREE, 17 FEET WEST OF THE WEST EDGE OF A CONCRETE
 HA1108'SIDEWALK, 1 1/2 FEET EAST OF A FENCE, ABOUT 3 1/2 FEET BELOW THE
 HA1108'LEVEL OF THE AVENUE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA1108'2 INCHES.
 HA1108
 HA1108                          STATION RECOVERY (1987)
 HA1108
 HA1108'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1108'RECOVERED IN GOOD CONDITION.
 HA1108
 HA1108                          STATION RECOVERY (1988)
 HA1108
 HA1108'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1108'RECOVERED IN GOOD CONDITION.
 HA1108
 HA1108                          STATION RECOVERY (1998)
 HA1108
 HA1108'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0709 ***********************************************************************
 HA0709  DESIGNATION -  E 326
 HA0709  PID         -  HA0709
 HA0709  STATE/COUNTY-  IN/WARRICK
 HA0709  COUNTRY     -  US
 HA0709  USGS QUAD   -  NEWBURGH (2019)
 HA0709
 HA0709                         *CURRENT SURVEY CONTROL
 HA0709  ______________________________________________________________________
 HA0709* NAD 83(1986) POSITION- 37 57 18.     (N) 087 26 43.     (W)   SCALED
 HA0709* NAVD 88 ORTHO HEIGHT -   119.455 (meters)      391.91  (feet) ADJUSTED
 HA0709  ______________________________________________________________________
 HA0709  GEOID HEIGHT    -        -31.071 (meters)                     GEOID18
 HA0709  DYNAMIC HEIGHT  -        119.373 (meters)      391.64  (feet) COMP
 HA0709  MODELED GRAVITY -    979,943.4   (mgal)                       NAVD 88
 HA0709
 HA0709  VERT ORDER      -  FIRST     CLASS II
 HA0709
 HA0709.The horizontal coordinates were scaled from a map and have
 HA0709.an estimated accuracy of +/- 6 seconds.
 HA0709
 HA0709.The orthometric height was determined by differential leveling and
 HA0709.adjusted by the NATIONAL GEODETIC SURVEY
 HA0709.in June 1991.
 HA0709
 HA0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0709.GEOID18 height accuracy estimate available here.
 HA0709
 HA0709.Click photographs - Photos may exist for this station.
 HA0709
 HA0709.The dynamic height is computed by dividing the NAVD 88
 HA0709.geopotential number by the normal gravity value computed on the
 HA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0709.degrees latitude (g = 980.6199 gals.).
 HA0709
 HA0709.The modeled gravity was interpolated from observed gravity values.
 HA0709
 HA0709;                    North         East    Units  Estimated Accuracy
 HA0709;SPC IN W     -   300,560.      868,190.      MT  (+/- 180 meters Scaled)
 HA0709
 HA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH608009(NAD 83)
 HA0709
 HA0709                          SUPERSEDED SURVEY CONTROL
 HA0709
 HA0709  NGVD 29 (??/??/92)  119.544  (m)          392.20   (f) ADJ UNCH    1 2
 HA0709
 HA0709.Superseded values are not recommended for survey control.
 HA0709
 HA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0709.See file dsdata.pdf to determine how the superseded data were derived.
 HA0709
 HA0709_MARKER: DB = BENCH MARK DISK
 HA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0709_STAMPING: E 326 1965
 HA0709_MARK LOGO: CGS
 HA0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0709+STABILITY: SURFACE MOTION
 HA0709
 HA0709  HISTORY     - Date     Condition        Report By
 HA0709  HISTORY     - 1965     MONUMENTED       CGS
 HA0709  HISTORY     - 1988     GOOD             USPSQD
 HA0709
 HA0709                          STATION DESCRIPTION
 HA0709
 HA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0709'2.7 MI W FROM NEWBURGH.
 HA0709'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0709'DAM NUMBER 47 AT NEWBURGH, IN SECTION 32, T 6 S, R 9 W, ABOUT
 HA0709'0.35 MILE EAST OF THE VANDERBURG-WARRICK COUNTY LINE, 82 FEET
 HA0709'SOUTHEAST OF THE CENTER OF THE JUNCTION OF STACER ROAD LEADING
 HA0709'SOUTH, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 HA0709'EAST OF THE CENTER LINE OF THE ROAD, 88 FEET SOUTHEAST OF AND
 HA0709'ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 32 FEET SOUTHWEST OF
 HA0709'HIGH VOLTAGE POWER POLE NUMBER Y65 181, 1.7 FEET SOUTHEAST
 HA0709'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HA0709'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 HA0709'INCHES.
 HA0709
 HA0709                          STATION RECOVERY (1988)
 HA0709
 HA0709'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0621 ***********************************************************************
 JA0621  DESIGNATION -  E 327
 JA0621  PID         -  JA0621
 JA0621  STATE/COUNTY-  IN/PERRY
 JA0621  COUNTRY     -  US
 JA0621  USGS QUAD   -  BRANCHVILLE (2019)
 JA0621
 JA0621                         *CURRENT SURVEY CONTROL
 JA0621  ______________________________________________________________________
 JA0621* NAD 83(1986) POSITION- 38 10 03.     (N) 086 30 12.     (W)   SCALED
 JA0621* NAVD 88 ORTHO HEIGHT -   247.474 (meters)      811.92  (feet) ADJUSTED
 JA0621  ______________________________________________________________________
 JA0621  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 JA0621  DYNAMIC HEIGHT  -        247.296 (meters)      811.34  (feet) COMP
 JA0621  MODELED GRAVITY -    979,903.8   (mgal)                       NAVD 88
 JA0621
 JA0621  VERT ORDER      -  FIRST     CLASS II
 JA0621
 JA0621.The horizontal coordinates were scaled from a map and have
 JA0621.an estimated accuracy of +/- 6 seconds.
 JA0621
 JA0621.The orthometric height was determined by differential leveling and
 JA0621.adjusted by the NATIONAL GEODETIC SURVEY
 JA0621.in June 1991.
 JA0621
 JA0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0621.GEOID18 height accuracy estimate available here.
 JA0621
 JA0621.Click photographs - Photos may exist for this station.
 JA0621
 JA0621.The dynamic height is computed by dividing the NAVD 88
 JA0621.geopotential number by the normal gravity value computed on the
 JA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0621.degrees latitude (g = 980.6199 gals.).
 JA0621
 JA0621.The modeled gravity was interpolated from observed gravity values.
 JA0621
 JA0621;                    North         East    Units  Estimated Accuracy
 JA0621;SPC IN W     -   324,250.      950,830.      MT  (+/- 180 meters Scaled)
 JA0621
 JA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435245(NAD 83)
 JA0621
 JA0621                          SUPERSEDED SURVEY CONTROL
 JA0621
 JA0621  NGVD 29 (??/??/92)  247.574  (m)          812.25   (f) ADJ UNCH    1 2
 JA0621
 JA0621.Superseded values are not recommended for survey control.
 JA0621
 JA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0621.See file dsdata.pdf to determine how the superseded data were derived.
 JA0621
 JA0621_MARKER: DB = BENCH MARK DISK
 JA0621_SETTING: 66 = SET IN ROCK OUTCROP
 JA0621_STAMPING: E 327 1965
 JA0621_MARK LOGO: CGS
 JA0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0621+STABILITY: POSITION/ELEVATION WELL
 JA0621
 JA0621  HISTORY     - Date     Condition        Report By
 JA0621  HISTORY     - 1965     MONUMENTED       CGS
 JA0621
 JA0621                          STATION DESCRIPTION
 JA0621
 JA0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0621'5 MI S FROM SULPHUR.
 JA0621'ABOUT 5.0 MILE SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0621'AT SULPHUR, IN SECTION 15, T 4 S, R 1 W, 0.1 MILE SOUTH OF THE
 JA0621'CROSSROADS AT ORIOLE, 26 FEET WEST OF THE CENTER LINE OF THE
 JA0621'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 6 FEET EAST OF A
 JA0621'FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0542 ***********************************************************************
 JA0542  DESIGNATION -  E 328
 JA0542  PID         -  JA0542
 JA0542  STATE/COUNTY-  IN/CRAWFORD
 JA0542  COUNTRY     -  US
 JA0542  USGS QUAD   -  BIRDSEYE (2019)
 JA0542
 JA0542                         *CURRENT SURVEY CONTROL
 JA0542  ______________________________________________________________________
 JA0542* NAD 83(1986) POSITION- 38 19 35.     (N) 086 38 57.     (W)   SCALED
 JA0542* NAVD 88 ORTHO HEIGHT -   230.846 (meters)      757.37  (feet) ADJUSTED
 JA0542  ______________________________________________________________________
 JA0542  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 JA0542  DYNAMIC HEIGHT  -        230.687 (meters)      756.85  (feet) COMP
 JA0542  MODELED GRAVITY -    979,934.4   (mgal)                       NAVD 88
 JA0542
 JA0542  VERT ORDER      -  FIRST     CLASS II
 JA0542
 JA0542.The horizontal coordinates were scaled from a map and have
 JA0542.an estimated accuracy of +/- 6 seconds.
 JA0542
 JA0542.The orthometric height was determined by differential leveling and
 JA0542.adjusted by the NATIONAL GEODETIC SURVEY
 JA0542.in June 1991.
 JA0542
 JA0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0542.GEOID18 height accuracy estimate available here.
 JA0542
 JA0542.Click photographs - Photos may exist for this station.
 JA0542
 JA0542.The dynamic height is computed by dividing the NAVD 88
 JA0542.geopotential number by the normal gravity value computed on the
 JA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0542.degrees latitude (g = 980.6199 gals.).
 JA0542
 JA0542.The modeled gravity was interpolated from observed gravity values.
 JA0542
 JA0542;                    North         East    Units  Estimated Accuracy
 JA0542;SPC IN W     -   341,810.      937,960.      MT  (+/- 180 meters Scaled)
 JA0542
 JA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH306420(NAD 83)
 JA0542
 JA0542                          SUPERSEDED SURVEY CONTROL
 JA0542
 JA0542  NGVD 29 (??/??/92)  230.954  (m)          757.72   (f) ADJ UNCH    1 2
 JA0542
 JA0542.Superseded values are not recommended for survey control.
 JA0542
 JA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0542.See file dsdata.pdf to determine how the superseded data were derived.
 JA0542
 JA0542_MARKER: DB = BENCH MARK DISK
 JA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0542_STAMPING: E 328 1965
 JA0542_MARK LOGO: CGS
 JA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0542+STABILITY: SURFACE MOTION
 JA0542
 JA0542  HISTORY     - Date     Condition        Report By
 JA0542  HISTORY     - 1965     MONUMENTED       CGS
 JA0542
 JA0542                          STATION DESCRIPTION
 JA0542
 JA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0542'2.7 MI E FROM BIRDSEYE.
 JA0542'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST
 JA0542'OFFICE AT BIRDSEYE, THENCE 2.6 MILES EAST ALONG THE SOUTHERN
 JA0542'RAILWAY, NORTH AND ACROSS THE TRACK FROM A FARMHOUSE, IN SECTION
 JA0542'20, T 2 S, R 2 W, 32 FEET NORTHEAST OF THE CENTER OF A CROSSING
 JA0542'OF THE RAILROAD AND A PRIVATE ROAD, 28 FEET NORTH OF THE NORTH
 JA0542'RAIL, 10 FEET EAST OF THE EAST CORNER OF A GATE, 29 FEET EAST OF
 JA0542'TELEPHONE POLE NUMBER 104B, 21 FEET SOUTH OF A POWER POLE, 1 1/2
 JA0542'FEET SOUTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 JA0542'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA0542'OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0554 ***********************************************************************
 HA0554  DESIGNATION -  E 329
 HA0554  PID         -  HA0554
 HA0554  STATE/COUNTY-  IN/SPENCER
 HA0554  COUNTRY     -  US
 HA0554  USGS QUAD   -  LEWISPORT (2019)
 HA0554
 HA0554                         *CURRENT SURVEY CONTROL
 HA0554  ______________________________________________________________________
 HA0554* NAD 83(1986) POSITION- 37 56 41.     (N) 086 58 27.     (W)   SCALED
 HA0554* NAVD 88 ORTHO HEIGHT -   119.229 (meters)      391.17  (feet) ADJUSTED
 HA0554  ______________________________________________________________________
 HA0554  GEOID HEIGHT    -        -31.384 (meters)                     GEOID18
 HA0554  DYNAMIC HEIGHT  -        119.149 (meters)      390.91  (feet) COMP
 HA0554  MODELED GRAVITY -    979,955.8   (mgal)                       NAVD 88
 HA0554
 HA0554  VERT ORDER      -  FIRST     CLASS II
 HA0554
 HA0554.The horizontal coordinates were scaled from a map and have
 HA0554.an estimated accuracy of +/- 6 seconds.
 HA0554
 HA0554.The orthometric height was determined by differential leveling and
 HA0554.adjusted by the NATIONAL GEODETIC SURVEY
 HA0554.in June 1991.
 HA0554
 HA0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0554.GEOID18 height accuracy estimate available here.
 HA0554
 HA0554.Click photographs - Photos may exist for this station.
 HA0554
 HA0554.The dynamic height is computed by dividing the NAVD 88
 HA0554.geopotential number by the normal gravity value computed on the
 HA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0554.degrees latitude (g = 980.6199 gals.).
 HA0554
 HA0554.The modeled gravity was interpolated from observed gravity values.
 HA0554
 HA0554;                    North         East    Units  Estimated Accuracy
 HA0554;SPC IN W     -   299,360.      909,600.      MT  (+/- 180 meters Scaled)
 HA0554
 HA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG022996(NAD 83)
 HA0554
 HA0554                          SUPERSEDED SURVEY CONTROL
 HA0554
 HA0554  NGVD 29 (??/??/92)  119.336  (m)          391.52   (f) ADJ UNCH    1 2
 HA0554
 HA0554.Superseded values are not recommended for survey control.
 HA0554
 HA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0554.See file dsdata.pdf to determine how the superseded data were derived.
 HA0554
 HA0554_MARKER: DB = BENCH MARK DISK
 HA0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0554_SP_SET: CULVERT HEADWALL
 HA0554_STAMPING: E 329 1965
 HA0554_MARK LOGO: CGS
 HA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0554+STABILITY: SURFACE MOTION
 HA0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0554+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0554
 HA0554  HISTORY     - Date     Condition        Report By
 HA0554  HISTORY     - 1965     MONUMENTED       CGS
 HA0554  HISTORY     - 20100803 GOOD             GEOCAC
 HA0554  HISTORY     - 20221220 GOOD             INDOT
 HA0554
 HA0554                          STATION DESCRIPTION
 HA0554
 HA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0554'1 MI NE FROM GRANDVIEW.
 HA0554'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0554'AT GRANDVIEW, IN SECTION 4, T 6 S, R 5 W, 0.15 MILE SOUTHWEST OF
 HA0554'THE JUNCTION OF STATE HIGHWAYS 66 AND 245, 36 FEET NORTHWEST OF
 HA0554'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 66 AND A PAVED
 HA0554'ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 189 FEET
 HA0554'SOUTHWEST OF THE SOUTH CORNER OF GILLS BAR-B-Q CAFE, SET IN THE TOP
 HA0554'OF THE WEST END OF THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER
 HA0554'THE PAVED ROAD, ABOUT LEVEL WITH THE ROAD.
 HA0554
 HA0554                          STATION RECOVERY (2010)
 HA0554
 HA0554'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0554'MARK RECOVERED IN GOOD CONDITION.
 HA0554
 HA0554                          STATION RECOVERY (2022)
 HA0554
 HA0554'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0643 ***********************************************************************
 KA0643  DESIGNATION -  E 33
 KA0643  PID         -  KA0643
 KA0643  STATE/COUNTY-  IN/MONTGOMERY
 KA0643  COUNTRY     -  US
 KA0643  USGS QUAD   -  NEW MARKET (2019)
 KA0643
 KA0643                         *CURRENT SURVEY CONTROL
 KA0643  ______________________________________________________________________
 KA0643* NAD 83(1986) POSITION- 39 54 10.60   (N) 086 59 35.52   (W)   HD_HELD1
 KA0643* NAVD 88 ORTHO HEIGHT -   246.791 (meters)      809.68  (feet) ADJUSTED
 KA0643  ______________________________________________________________________
 KA0643  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 KA0643  DYNAMIC HEIGHT  -        246.655 (meters)      809.23  (feet) COMP
 KA0643  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 KA0643
 KA0643  VERT ORDER      -  SECOND    CLASS 0
 KA0643
 KA0643.The horizontal coordinates were determined by differentially corrected
 KA0643.hand held GPS observations or other comparable positioning techniques
 KA0643.and have an estimated accuracy of +/- 3 meters.
 KA0643
 KA0643.The orthometric height was determined by differential leveling and
 KA0643.adjusted by the NATIONAL GEODETIC SURVEY
 KA0643.in June 1991.
 KA0643
 KA0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0643.GEOID18 height accuracy estimate available here.
 KA0643
 KA0643.Click photographs - Photos may exist for this station.
 KA0643
 KA0643.The dynamic height is computed by dividing the NAVD 88
 KA0643.geopotential number by the normal gravity value computed on the
 KA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0643.degrees latitude (g = 980.6199 gals.).
 KA0643
 KA0643.The modeled gravity was interpolated from observed gravity values.
 KA0643
 KA0643;                    North         East    Units  Estimated Accuracy
 KA0643;SPC IN W     -   516,745.4     907,707.5     MT  (+/- 3 meters HH1 GPS) 
 KA0643
 KA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0058116985(NAD 83)
 KA0643
 KA0643                          SUPERSEDED SURVEY CONTROL
 KA0643
 KA0643  NGVD 29 (??/??/92)  246.885  (m)          809.99   (f) ADJ UNCH    2 0
 KA0643
 KA0643.Superseded values are not recommended for survey control.
 KA0643
 KA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0643.See file dsdata.pdf to determine how the superseded data were derived.
 KA0643
 KA0643_MARKER: DB = BENCH MARK DISK
 KA0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0643_STAMPING: E 33 1934
 KA0643_MARK LOGO: CGS
 KA0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0643+STABILITY: SURFACE MOTION
 KA0643
 KA0643  HISTORY     - Date     Condition        Report By
 KA0643  HISTORY     - 1934     MONUMENTED       CGS
 KA0643  HISTORY     - 1946     GOOD             CGS
 KA0643
 KA0643                          STATION DESCRIPTION
 KA0643
 KA0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0643'AT BROWNS VALLEY.
 KA0643'AT BROWNS VALLEY, MONTGOMERY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KA0643'AT THE CROSSING OF A BLACK-TOP ROAD LEADING SOUTH TO RUSSELLVILLE,
 KA0643'26 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 20.5 FEET NORTHWEST
 KA0643'OF THE NORTHWEST RAIL OF THE TRACK, 17 FEET EAST OF A POWER POLE,
 KA0643'13 FEET SOUTHWEST OF THE WEST CORNER OF THE RAILROAD TOOLHOUSE,
 KA0643'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 KA0643'TRACK.  A STANDARD DISK, STAMPED E 33 1934 AND SET IN THE TOP OF A
 KA0643'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0996 ***********************************************************************
 JA0996  DESIGNATION -  E 331
 JA0996  PID         -  JA0996
 JA0996  STATE/COUNTY-  IN/PIKE
 JA0996  COUNTRY     -  US
 JA0996  USGS QUAD   -  WINSLOW (2019)
 JA0996
 JA0996                         *CURRENT SURVEY CONTROL
 JA0996  ______________________________________________________________________
 JA0996* NAD 83(1986) POSITION- 38 22 39.     (N) 087 12 00.     (W)   SCALED
 JA0996* NAVD 88 ORTHO HEIGHT -   134.017 (meters)      439.69  (feet) ADJUSTED
 JA0996  ______________________________________________________________________
 JA0996  GEOID HEIGHT    -        -31.988 (meters)                     GEOID18
 JA0996  DYNAMIC HEIGHT  -        133.929 (meters)      439.40  (feet) COMP
 JA0996  MODELED GRAVITY -    979,970.7   (mgal)                       NAVD 88
 JA0996
 JA0996  VERT ORDER      -  FIRST     CLASS II
 JA0996
 JA0996.The horizontal coordinates were scaled from a map and have
 JA0996.an estimated accuracy of +/- 6 seconds.
 JA0996
 JA0996.The orthometric height was determined by differential leveling and
 JA0996.adjusted by the NATIONAL GEODETIC SURVEY
 JA0996.in June 1991.
 JA0996
 JA0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0996.GEOID18 height accuracy estimate available here.
 JA0996
 JA0996.Click photographs - Photos may exist for this station.
 JA0996
 JA0996.The dynamic height is computed by dividing the NAVD 88
 JA0996.geopotential number by the normal gravity value computed on the
 JA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0996.degrees latitude (g = 980.6199 gals.).
 JA0996
 JA0996.The modeled gravity was interpolated from observed gravity values.
 JA0996
 JA0996;                    North         East    Units  Estimated Accuracy
 JA0996;SPC IN W     -   347,400.      889,810.      MT  (+/- 180 meters Scaled)
 JA0996
 JA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH825477(NAD 83)
 JA0996
 JA0996                          SUPERSEDED SURVEY CONTROL
 JA0996
 JA0996  NGVD 29 (??/??/92)  134.136  (m)          440.08   (f) ADJ UNCH    1 2
 JA0996
 JA0996.Superseded values are not recommended for survey control.
 JA0996
 JA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0996.See file dsdata.pdf to determine how the superseded data were derived.
 JA0996
 JA0996_MARKER: DB = BENCH MARK DISK
 JA0996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0996_STAMPING: E 331 1965
 JA0996_MARK LOGO: CGS
 JA0996_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0996
 JA0996  HISTORY     - Date     Condition        Report By
 JA0996  HISTORY     - 1965     MONUMENTED       CGS
 JA0996
 JA0996                          STATION DESCRIPTION
 JA0996
 JA0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0996'1.6 MI E FROM WINSLOW.
 JA0996'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0996'OFFICE AT WINSLOW, THENCE 1.15 MILES EAST ALONG THE SOUTHERN
 JA0996'RAILWAY, IN SECTION 33, T 1 S, R 7 W, 4 POLES WEST OF MILEPOST
 JA0996'184, 23 FEET NORTH OF THE NORTH RAIL, 47 FEET EAST-SOUTHEAST OF
 JA0996'A BLACK WALNUT TREE, 20 FEET EAST OF TELEPHONE POLE NUMBER 13-C,
 JA0996'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JA0996'LEVEL OF THE RAILS, A DISK BRAZED ON THE TOP OF A 3-INCH IRON
 JA0996'PIPE PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1026 ***********************************************************************
 JA1026  DESIGNATION -  E 332
 JA1026  PID         -  JA1026
 JA1026  STATE/COUNTY-  IN/GIBSON
 JA1026  COUNTRY     -  US
 JA1026  USGS QUAD   -  FRANCISCO (2019)
 JA1026
 JA1026                         *CURRENT SURVEY CONTROL
 JA1026  ______________________________________________________________________
 JA1026* NAD 83(1986) POSITION- 38 20 13.70   (N) 087 23 21.27   (W)   HD_HELD1
 JA1026* NAVD 88 ORTHO HEIGHT -   133.747 (meters)      438.80  (feet) ADJUSTED
 JA1026  ______________________________________________________________________
 JA1026  GEOID HEIGHT    -        -31.712 (meters)                     GEOID18
 JA1026  DYNAMIC HEIGHT  -        133.658 (meters)      438.51  (feet) COMP
 JA1026  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 JA1026
 JA1026  VERT ORDER      -  FIRST     CLASS II
 JA1026
 JA1026.The horizontal coordinates were determined by differentially corrected
 JA1026.hand held GPS observations or other comparable positioning techniques
 JA1026.and have an estimated accuracy of +/- 3 meters.
 JA1026
 JA1026.The orthometric height was determined by differential leveling and
 JA1026.adjusted by the NATIONAL GEODETIC SURVEY
 JA1026.in June 1991.
 JA1026
 JA1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1026.GEOID18 height accuracy estimate available here.
 JA1026
 JA1026.Click photographs - Photos may exist for this station.
 JA1026
 JA1026.The dynamic height is computed by dividing the NAVD 88
 JA1026.geopotential number by the normal gravity value computed on the
 JA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1026.degrees latitude (g = 980.6199 gals.).
 JA1026
 JA1026.The modeled gravity was interpolated from observed gravity values.
 JA1026
 JA1026;                    North         East    Units  Estimated Accuracy
 JA1026;SPC IN W     -   342,959.4     873,255.7     MT  (+/- 3 meters HH1 GPS) 
 JA1026
 JA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6598243294(NAD 83)
 JA1026
 JA1026                          SUPERSEDED SURVEY CONTROL
 JA1026
 JA1026  NGVD 29 (??/??/92)  133.885  (m)          439.25   (f) ADJ UNCH    1 2
 JA1026
 JA1026.Superseded values are not recommended for survey control.
 JA1026
 JA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1026.See file dsdata.pdf to determine how the superseded data were derived.
 JA1026
 JA1026_MARKER: DB = BENCH MARK DISK
 JA1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1026_STAMPING: E 332 1965
 JA1026_MARK LOGO: CGS
 JA1026_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1026+STABILITY: SURFACE MOTION
 JA1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1026+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2017
 JA1026
 JA1026  HISTORY     - Date     Condition        Report By
 JA1026  HISTORY     - 1965     MONUMENTED       CGS
 JA1026  HISTORY     - 1991     GOOD             USPSQD
 JA1026  HISTORY     - 20110214 GOOD             GEOCAC
 JA1026  HISTORY     - 20170719 GOOD             GEOCAC
 JA1026
 JA1026                          STATION DESCRIPTION
 JA1026
 JA1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1026'2.5 MI W FROM OAKLAND CITY.
 JA1026'ABOUT 2.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1026'AT OAKLAND CITY, OR ABOUT 0.15 MILE NORTHEAST ALONG NORTH 3RD
 JA1026'STREET FROM THE POST OFFICE AT FRANCISCO, THENCE 3.2 MILES EAST
 JA1026'ALONG THE SOUTHERN RAILWAY, IN SECTION 15, T 2 S, R 9 W, 44
 JA1026'FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 JA1026'GRAVELED ROAD NUMBER 950E, 39 FEET NORTH OF THE NORTH RAIL, 24
 JA1026'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 13 FEET NORTH
 JA1026'OF TELEPHONE POLE NUMBER 20 WHICH IS BRACED BY TWO GUY WIRES,
 JA1026'13.8 FEET NORTH OF A FENCE CORNER POST, 5 1/2 FEET SOUTH OF THE
 JA1026'BASE OF A GUY WIRE, 1 FOOT EAST OF A FENCE, ABOUT 1 1/2 FEET
 JA1026'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA1026'POST PROJECTING 7 INCHES.
 JA1026
 JA1026                          STATION RECOVERY (1991)
 JA1026
 JA1026'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1026'RECOVERED IN GOOD CONDITION.
 JA1026
 JA1026                          STATION RECOVERY (2011)
 JA1026
 JA1026'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1026'MARK RECOVERED IN GOOD CONDITION.
 JA1026
 JA1026                          STATION RECOVERY (2017)
 JA1026
 JA1026'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0986 ***********************************************************************
 MD0986  DESIGNATION -  E 333
 MD0986  PID         -  MD0986
 MD0986  STATE/COUNTY-  IN/WHITLEY
 MD0986  COUNTRY     -  US
 MD0986  USGS QUAD   -  LORANE (2019)
 MD0986
 MD0986                         *CURRENT SURVEY CONTROL
 MD0986  ______________________________________________________________________
 MD0986* NAD 83(1986) POSITION- 41 10 41.     (N) 085 37 24.     (W)   SCALED
 MD0986* NAVD 88 ORTHO HEIGHT -   289.000 (meters)      948.16  (feet) ADJUSTED
 MD0986  ______________________________________________________________________
 MD0986  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 MD0986  DYNAMIC HEIGHT  -        288.881 (meters)      947.77  (feet) COMP
 MD0986  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 MD0986
 MD0986  VERT ORDER      -  FIRST     CLASS I
 MD0986
 MD0986.The horizontal coordinates were scaled from a map and have
 MD0986.an estimated accuracy of +/- 6 seconds.
 MD0986
 MD0986.The orthometric height was determined by differential leveling and
 MD0986.adjusted by the NATIONAL GEODETIC SURVEY
 MD0986.in June 1991.
 MD0986
 MD0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0986.GEOID18 height accuracy estimate available here.
 MD0986
 MD0986.Click photographs - Photos may exist for this station.
 MD0986
 MD0986.The dynamic height is computed by dividing the NAVD 88
 MD0986.geopotential number by the normal gravity value computed on the
 MD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0986.degrees latitude (g = 980.6199 gals.).
 MD0986
 MD0986.The modeled gravity was interpolated from observed gravity values.
 MD0986
 MD0986;                    North         East    Units  Estimated Accuracy
 MD0986;SPC IN E     -   658,330.      103,640.      MT  (+/- 180 meters Scaled)
 MD0986
 MD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL154594(NAD 83)
 MD0986
 MD0986                          SUPERSEDED SURVEY CONTROL
 MD0986
 MD0986  NGVD 29 (01/19/93)  289.142  (m)          948.63   (f) ADJUSTED    1 1
 MD0986  NGVD 29 (??/??/92)  289.142  (m)          948.63   (f) SUPERSEDED  1 1
 MD0986
 MD0986.Superseded values are not recommended for survey control.
 MD0986
 MD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0986.See file dsdata.pdf to determine how the superseded data were derived.
 MD0986
 MD0986_MARKER: DB = BENCH MARK DISK
 MD0986_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0986_SP_SET: PIER
 MD0986_STAMPING: E 333 1968
 MD0986_MARK LOGO: CGS
 MD0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0986+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0986
 MD0986  HISTORY     - Date     Condition        Report By
 MD0986  HISTORY     - 1968     MONUMENTED       CGS
 MD0986  HISTORY     - 19921008 GOOD             NGS
 MD0986
 MD0986                          STATION DESCRIPTION
 MD0986
 MD0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0986'AT LARWILL.
 MD0986'AT LARWILL, 0.1 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 MD0986'FROM THE CROSSING OF STATE HIGHWAY 5, ABOUT 0.1 MILE NORTHWEST
 MD0986'OF MILEPOST 346, SET ON THE TOP OF THE SOUTHEAST END OF THE
 MD0986'CONCRETE BASE TO THE SOUTHWEST PIER OF A BLACK TOP ROAD OVERPASS,
 MD0986'10.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK,
 MD0986'7 FEET NORTHWEST OF THE SOUTHEAST END OF THE BASE AND 1 FOOT
 MD0986'ABOVE THE LEVEL OF THE TRACK.  IN SECTION 3, R 8 E, T 31 N.
 MD0986
 MD0986                          STATION RECOVERY (1992)
 MD0986
 MD0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0986'12.0 KM (7.45 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0986'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, IN TOP OF AND 2.1 M
 MD0986'(6.9 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE PIER OF A STREET
 MD0986'OVERPASS OF THE RAILROAD, 0.2 KM (0.10 MI) SOUTHEAST OF THE
 MD0986'INTERSECTION OF STATE HIGHWAY 5, 3.4 M (11.2 FT) SOUTH OF THE NEAR
 MD0986'RAIL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT)
 MD0986'SOUTH OF THE NORTH EDGE OF THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1008 ***********************************************************************
 MD1008  DESIGNATION -  E 334
 MD1008  PID         -  MD1008
 MD1008  STATE/COUNTY-  IN/KOSCIUSKO
 MD1008  COUNTRY     -  US
 MD1008  USGS QUAD   -  WARSAW (2019)
 MD1008
 MD1008                         *CURRENT SURVEY CONTROL
 MD1008  ______________________________________________________________________
 MD1008* NAD 83(1986) POSITION- 41 13 01.     (N) 085 45 55.     (W)   SCALED
 MD1008* NAVD 88 ORTHO HEIGHT -   258.923 (meters)      849.48  (feet) ADJUSTED
 MD1008  ______________________________________________________________________
 MD1008  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 MD1008  DYNAMIC HEIGHT  -        258.813 (meters)      849.12  (feet) COMP
 MD1008  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 MD1008
 MD1008  VERT ORDER      -  FIRST     CLASS I
 MD1008
 MD1008.The horizontal coordinates were scaled from a map and have
 MD1008.an estimated accuracy of +/- 6 seconds.
 MD1008
 MD1008.The orthometric height was determined by differential leveling and
 MD1008.adjusted by the NATIONAL GEODETIC SURVEY
 MD1008.in June 1991.
 MD1008
 MD1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1008.GEOID18 height accuracy estimate available here.
 MD1008
 MD1008.Click photographs - Photos may exist for this station.
 MD1008
 MD1008.The dynamic height is computed by dividing the NAVD 88
 MD1008.geopotential number by the normal gravity value computed on the
 MD1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1008.degrees latitude (g = 980.6199 gals.).
 MD1008
 MD1008.The modeled gravity was interpolated from observed gravity values.
 MD1008
 MD1008;                    North         East    Units  Estimated Accuracy
 MD1008;SPC IN E     -   662,660.       91,730.      MT  (+/- 180 meters Scaled)
 MD1008
 MD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL035635(NAD 83)
 MD1008
 MD1008                          SUPERSEDED SURVEY CONTROL
 MD1008
 MD1008  NGVD 29 (01/19/93)  259.059  (m)          849.93   (f) ADJUSTED    1 1
 MD1008  NGVD 29 (??/??/92)  259.059  (m)          849.93   (f) SUPERSEDED  1 1
 MD1008
 MD1008.Superseded values are not recommended for survey control.
 MD1008
 MD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1008.See file dsdata.pdf to determine how the superseded data were derived.
 MD1008
 MD1008_MARKER: DB = BENCH MARK DISK
 MD1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1008_STAMPING: E 334 1968
 MD1008_MARK LOGO: CGS
 MD1008_PROJECTION: PROJECTING 10 CENTIMETERS
 MD1008_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1008+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 MD1008_ROD/PIPE-DEPTH: 9.8 meters
 MD1008
 MD1008  HISTORY     - Date     Condition        Report By
 MD1008  HISTORY     - 1968     MONUMENTED       CGS
 MD1008  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1008  HISTORY     - 1990     GOOD             USPSQD
 MD1008  HISTORY     - 19921008 GOOD             NGS
 MD1008  HISTORY     - 19971120 GOOD             USPSQD
 MD1008  HISTORY     - 20090527 GOOD             INDIV
 MD1008
 MD1008                          STATION DESCRIPTION
 MD1008
 MD1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1008'3.3 MI NW FROM PIERCETON.
 MD1008'ABOUT 3.3 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1008'CROSSING OF STATE HIGHWAY 13 AT PIERCETON, IN SECTION 24, R 6 E,
 MD1008'T 32 N, ABOUT 5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE
 MD1008'COURTHOUSE AT WARSAW, 102 FEET EAST OF MILEPOST 354, 50 FEET
 MD1008'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 49 FEET
 MD1008'SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY
 MD1008'30, 2 1/2 FEET NORTHWEST OF POWER LINE POLE 624-171, IN LINE WITH
 MD1008'A ROW OF POLES, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, 15
 MD1008'FEET BELOW THE LEVEL OF THE TRACK, 2 1/2 FEET BELOW THE LEVEL OF
 MD1008'THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 MD1008'ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 MD1008'PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE
 MD1008'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 MD1008'FEET.
 MD1008
 MD1008                          STATION RECOVERY (1989)
 MD1008
 MD1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEW)
 MD1008'MARK NOT FOUND.
 MD1008
 MD1008                          STATION RECOVERY (1990)
 MD1008
 MD1008'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1008'RECOVERED IN GOOD CONDITION.
 MD1008
 MD1008                          STATION RECOVERY (1992)
 MD1008
 MD1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1008'5.7 KM (3.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1008'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, 31.1 M (102.0 FT)
 MD1008'NORTHEAST OF THE NEAR RAIL, 15.0 M (49.2 FT) SOUTHWEST OF THE
 MD1008'CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 30, 4.6 M (15.1
 MD1008'FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) NORTHWEST OF UTILITY
 MD1008'POLE NUMBER 624/171, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 MD1008'AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 MD1008'IN A 4-INCH STEEL PIPE AND PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND
 MD1008'SURFACE.
 MD1008
 MD1008                          STATION RECOVERY (1997)
 MD1008
 MD1008'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1008'RECOVERED IN GOOD CONDITION.
 MD1008
 MD1008                          STATION RECOVERY (2009)
 MD1008
 MD1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 MD1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0535 ***********************************************************************
 ME0535  DESIGNATION -  E 335
 ME0535  PID         -  ME0535
 ME0535  STATE/COUNTY-  IN/STARKE
 ME0535  COUNTRY     -  US
 ME0535  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0535
 ME0535                         *CURRENT SURVEY CONTROL
 ME0535  ______________________________________________________________________
 ME0535* NAD 83(1986) POSITION- 41 23 52.     (N) 086 41 14.     (W)   SCALED
 ME0535* NAVD 88 ORTHO HEIGHT -   206.981 (meters)      679.07  (feet) ADJUSTED
 ME0535  ______________________________________________________________________
 ME0535  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME0535  DYNAMIC HEIGHT  -        206.897 (meters)      678.79  (feet) COMP
 ME0535  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 ME0535
 ME0535  VERT ORDER      -  FIRST     CLASS I
 ME0535
 ME0535.The horizontal coordinates were scaled from a map and have
 ME0535.an estimated accuracy of +/- 6 seconds.
 ME0535
 ME0535.The orthometric height was determined by differential leveling and
 ME0535.adjusted by the NATIONAL GEODETIC SURVEY
 ME0535.in April 1995.
 ME0535
 ME0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0535.GEOID18 height accuracy estimate available here.
 ME0535
 ME0535.Click photographs - Photos may exist for this station.
 ME0535
 ME0535.The dynamic height is computed by dividing the NAVD 88
 ME0535.geopotential number by the normal gravity value computed on the
 ME0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0535.degrees latitude (g = 980.6199 gals.).
 ME0535
 ME0535.The modeled gravity was interpolated from observed gravity values.
 ME0535
 ME0535;                    North         East    Units  Estimated Accuracy
 ME0535;SPC IN W     -   682,810.      933,130.      MT  (+/- 180 meters Scaled)
 ME0535
 ME0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL261829(NAD 83)
 ME0535
 ME0535                          SUPERSEDED SURVEY CONTROL
 ME0535
 ME0535  NAVD 88 (06/15/91)  206.983  (m)          679.08   (f) SUPERSEDED  1 1
 ME0535  NGVD 29 (01/19/93)  207.084  (m)          679.41   (f) ADJUSTED    1 1
 ME0535  NGVD 29 (??/??/92)  207.084  (m)          679.41   (f) SUPERSEDED  1 1
 ME0535
 ME0535.Superseded values are not recommended for survey control.
 ME0535
 ME0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0535.See file dsdata.pdf to determine how the superseded data were derived.
 ME0535
 ME0535_MARKER: DB = BENCH MARK DISK
 ME0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0535_STAMPING: E 335 1968
 ME0535_MARK LOGO: CGS
 ME0535_PROJECTION: FLUSH
 ME0535_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0535+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0535_ROD/PIPE-DEPTH: 14.6 meters
 ME0535
 ME0535  HISTORY     - Date     Condition        Report By
 ME0535  HISTORY     - 1968     MONUMENTED       CGS
 ME0535  HISTORY     - 19920907 GOOD             NGS
 ME0535
 ME0535                          STATION DESCRIPTION
 ME0535
 ME0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0535'4.9 MI E FROM HANNA.
 ME0535'ABOUT 4.9 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0535'CROSSING OF THOMPSON STREET AT HANNA, ABOUT 0.3 MILE EAST OF
 ME0535'MILEPOST 404, 181 FEET EAST OF THE CENTER OF THE CROSSING OF
 ME0535'COUNTY ROAD 50 EAST AND THE WESTBOUND TRACK, 50 FEET SOUTH OF THE
 ME0535'CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 48.6 FEET
 ME0535'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 3 FEET WEST OF
 ME0535'POWER LINE POLE 283-817, IN LINE WITH A ROW OF POLES, 6 INCHES
 ME0535'EAST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK
 ME0535'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 ME0535'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 ME0535'METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND,
 ME0535'IN SECTION 18, R 2 W, T 34 N.  THE ROD WAS DRIVEN TO A DEPTH OF
 ME0535'48 FEET.
 ME0535
 ME0535                          STATION RECOVERY (1992)
 ME0535
 ME0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0535'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0535'IN HANNA, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG OLD HIGHWAY 30 AND
 ME0535'U.S. HIGWAY 30, 56.0 M (183.7 FT) EAST OF THE CENTER OF COUNTY ROAD
 ME0535'50 EAST, 18.9 M (62.0 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL
 ME0535'RAILROAD, 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 ME0535'LANES OF THE HIGHWAY, 1.8 M (5.9 FT) WEST OF UTILITY POLE NUMBER
 ME0535'783-537, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 ME0535'(0.7 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 ME0535'5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1200 ***********************************************************************
 ME1200  DESIGNATION -  E 336
 ME1200  PID         -  ME1200
 ME1200  STATE/COUNTY-  IN/PORTER
 ME1200  COUNTRY     -  US
 ME1200  USGS QUAD   -  VALPARAISO (2019)
 ME1200
 ME1200                         *CURRENT SURVEY CONTROL
 ME1200  ______________________________________________________________________
 ME1200* NAD 83(1986) POSITION- 41 26 56.59   (N) 087 00 39.26   (W)   HD_HELD1
 ME1200* NAVD 88 ORTHO HEIGHT -   231.614 (meters)      759.89  (feet) ADJUSTED
 ME1200  ______________________________________________________________________
 ME1200  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 ME1200  DYNAMIC HEIGHT  -        231.521 (meters)      759.58  (feet) COMP
 ME1200  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 ME1200
 ME1200  VERT ORDER      -  FIRST     CLASS I
 ME1200
 ME1200.This mark is at Porter Co Municipal Airport (VPZ)
 ME1200
 ME1200.The horizontal coordinates were determined by differentially corrected
 ME1200.hand held GPS observations or other comparable positioning techniques
 ME1200.and have an estimated accuracy of +/- 3 meters.
 ME1200
 ME1200.The orthometric height was determined by differential leveling and
 ME1200.adjusted by the NATIONAL GEODETIC SURVEY
 ME1200.in April 1995.
 ME1200
 ME1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1200.GEOID18 height accuracy estimate available here.
 ME1200
 ME1200.Click photographs - Photos may exist for this station.
 ME1200
 ME1200.The dynamic height is computed by dividing the NAVD 88
 ME1200.geopotential number by the normal gravity value computed on the
 ME1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1200.degrees latitude (g = 980.6199 gals.).
 ME1200
 ME1200.The modeled gravity was interpolated from observed gravity values.
 ME1200
 ME1200;                    North         East    Units  Estimated Accuracy
 ME1200;SPC IN W     -   688,430.1     906,052.0     MT  (+/- 3 meters HH1 GPS) 
 ME1200
 ME1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9908988608(NAD 83)
 ME1200
 ME1200                          SUPERSEDED SURVEY CONTROL
 ME1200
 ME1200  NAVD 88 (06/15/91)  231.611  (m)          759.88   (f) SUPERSEDED  1 1
 ME1200  NGVD 29 (01/19/93)  231.705  (m)          760.19   (f) ADJUSTED    1 1
 ME1200  NGVD 29 (??/??/92)  231.701  (m)          760.17   (f) SUPERSEDED  1 1
 ME1200
 ME1200.Superseded values are not recommended for survey control.
 ME1200
 ME1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1200.See file dsdata.pdf to determine how the superseded data were derived.
 ME1200
 ME1200_MARKER: DB = BENCH MARK DISK
 ME1200_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1200_STAMPING: E 336 1968
 ME1200_MARK LOGO: CGS
 ME1200_PROJECTION: FLUSH
 ME1200_MAGNETIC: I = MARKER IS A STEEL ROD
 ME1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1200+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 ME1200_ROD/PIPE-DEPTH: 26.8 meters
 ME1200
 ME1200  HISTORY     - Date     Condition        Report By
 ME1200  HISTORY     - 1968     MONUMENTED       CGS
 ME1200  HISTORY     - 19920906 GOOD             NGS
 ME1200  HISTORY     - 20080604 GOOD             WOOLPT
 ME1200
 ME1200                          STATION DESCRIPTION
 ME1200
 ME1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1200'3.2 MI E FROM VALPARAISO.
 ME1200'ABOUT 3.0 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1200'STATION AT VALPARAISO, THENCE 0.25 MILE EAST ALONG NORTH ROAD,
 ME1200'IN SECTION 32, R 5 W, T 35 N, AT THE ENTRANCE TO THE PORTER
 ME1200'COUNTY AIRPORT, ABOUT 0.1 MILE SOUTH OF THE AIRPORT OFFICE
 ME1200'BUILDING, 54 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 ME1200'TO THE MAIN OFFICE, 22 FEET NORTH OF THE CENTER LINE OF NORTH
 ME1200'ROAD, 1 FOOT NORTH OF A STEEL FENCE, 2 FEET EAST OF A METAL
 ME1200'WITNESS POST, ABOUT LEVEL WITH NORTH ROAD, AND IS A DISK ON
 ME1200'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE
 ME1200'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH
 ME1200'PROJECTS ONE INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 ME1200'DRIVEN TO A DEPTH OF 88 FEET.  NOTE-- MARK MAY BE REACHED BY
 ME1200'GOING 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 ME1200'OF STATE HIGHWAY 49 LEADING NORTH AT VALPARAISO, THENCE 0.25
 ME1200'MILE EAST ALONG NORTH ROAD.
 ME1200
 ME1200                          STATION RECOVERY (1992)
 ME1200
 ME1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1200'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME1200'STATE HIGHWAY 49 IN VALPARAISO, THENCE 0.1 KM (0.05 MI) NORTHERLY
 ME1200'ALONG A PAVED ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG COUNTY
 ME1200'ROAD 100 NORTH, 15.1 M (49.5 FT) WEST OF THE PORTER COUNTY AIRPORT
 ME1200'ENTRANCE ROAD, 6.5 M (21.3 FT) NORTH OF AND LEVEL WITH THE ROAD
 ME1200'CENTER, 1.7 M (5.6 FT) NORTHWEST OF A UTILITY LIGHT POLE, AND 0.2 M
 ME1200'(0.7 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 ME1200'ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 ME1200
 ME1200                          STATION RECOVERY (2008)
 ME1200
 ME1200'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (GLG)
 ME1200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2151 ***********************************************************************
 ME2151  DESIGNATION -  E 349
 ME2151  PID         -  ME2151
 ME2151  STATE/COUNTY-  IN/LA PORTE
 ME2151  COUNTRY     -  US
 ME2151  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2151
 ME2151                         *CURRENT SURVEY CONTROL
 ME2151  ______________________________________________________________________
 ME2151* NAD 83(1986) POSITION- 41 43 13.     (N) 086 54 11.     (W)   SCALED
 ME2151* NAVD 88 ORTHO HEIGHT -   183.152 (meters)      600.89  (feet) ADJUSTED
 ME2151  ______________________________________________________________________
 ME2151  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2151  DYNAMIC HEIGHT  -        183.085 (meters)      600.67  (feet) COMP
 ME2151  MODELED GRAVITY -    980,256.0   (mgal)                       NAVD 88
 ME2151
 ME2151  VERT ORDER      -  FIRST     CLASS II
 ME2151
 ME2151.The horizontal coordinates were scaled from a map and have
 ME2151.an estimated accuracy of +/- 6 seconds.
 ME2151
 ME2151.The orthometric height was determined by differential leveling and
 ME2151.adjusted by the NATIONAL GEODETIC SURVEY
 ME2151.in June 1991.
 ME2151
 ME2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2151.GEOID18 height accuracy estimate available here.
 ME2151
 ME2151.Click photographs - Photos may exist for this station.
 ME2151
 ME2151.The dynamic height is computed by dividing the NAVD 88
 ME2151.geopotential number by the normal gravity value computed on the
 ME2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2151.degrees latitude (g = 980.6199 gals.).
 ME2151
 ME2151.The modeled gravity was interpolated from observed gravity values.
 ME2151
 ME2151;                    North         East    Units  Estimated Accuracy
 ME2151;SPC IN W     -   718,570.      915,000.      MT  (+/- 180 meters Scaled)
 ME2151
 ME2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM080187(NAD 83)
 ME2151
 ME2151                          SUPERSEDED SURVEY CONTROL
 ME2151
 ME2151  NGVD 29 (01/19/93)  183.260  (m)          601.25   (f) ADJUSTED    1 2
 ME2151
 ME2151.Superseded values are not recommended for survey control.
 ME2151
 ME2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2151.See file dsdata.pdf to determine how the superseded data were derived.
 ME2151
 ME2151_MARKER: F = FLANGE-ENCASED ROD
 ME2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME2151_STAMPING: E 349 1985
 ME2151_MARK LOGO: NGS
 ME2151_PROJECTION: FLUSH
 ME2151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2151+STABILITY: POSITION/ELEVATION WELL
 ME2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2151+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 ME2151_ROD/PIPE-DEPTH: 21.9 meters
 ME2151_SLEEVE-DEPTH  : 6.1 meters
 ME2151
 ME2151  HISTORY     - Date     Condition        Report By
 ME2151  HISTORY     - 1985     MONUMENTED       NGS
 ME2151  HISTORY     - 20210803 GOOD             LFA
 ME2151
 ME2151                          STATION DESCRIPTION
 ME2151
 ME2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2151'IN MICHIGAN CITY.
 ME2151'IN MICHIGAN CITY, AT THE INTERSECTION OF 2ND AND FRANKLIN STREETS,
 ME2151'30.8 M (101.0 FT) SOUTH OF THE CENTER OF 2ND STREET, 6.0 M (19.7 FT)
 ME2151'SOUTH OF THE CENTER OF THE WEST ENTRANCE INTO THE CITY HALL PARKING
 ME2151'LOT, 5.6 M (18.4 FT) EAST OF THE CENTER OF FRANKLIN STREET, 4.5 M
 ME2151'(14.8 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 2.0 M (6.6 FT)
 ME2151'NORTHEAST OF UTILITY POLE NUMBER 957 634.  NOTE--ACCESS TO DATUM POINT
 ME2151'IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2151'THE MARK IS 0.2 M ABOVE FRANKLIN STREET.
 ME2151
 ME2151                          STATION RECOVERY (2021)
 ME2151
 ME2151'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME2151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0486 ***********************************************************************
 LA0486  DESIGNATION -  E 35
 LA0486  PID         -  LA0486
 LA0486  STATE/COUNTY-  IN/ADAMS
 LA0486  COUNTRY     -  US
 LA0486  USGS QUAD   -  DECATUR (2019)
 LA0486
 LA0486                         *CURRENT SURVEY CONTROL
 LA0486  ______________________________________________________________________
 LA0486* NAD 83(1986) POSITION- 40 49 31.     (N) 084 55 46.     (W)   SCALED
 LA0486* NAVD 88 ORTHO HEIGHT -   245.794 (meters)      806.41  (feet) ADJUSTED
 LA0486  ______________________________________________________________________
 LA0486  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LA0486  DYNAMIC HEIGHT  -        245.685 (meters)      806.05  (feet) COMP
 LA0486  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 LA0486
 LA0486  VERT ORDER      -  SECOND    CLASS 0
 LA0486
 LA0486.The horizontal coordinates were scaled from a map and have
 LA0486.an estimated accuracy of +/- 6 seconds.
 LA0486
 LA0486.The orthometric height was determined by differential leveling and
 LA0486.adjusted by the NATIONAL GEODETIC SURVEY
 LA0486.in June 1991.
 LA0486
 LA0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0486.GEOID18 height accuracy estimate available here.
 LA0486
 LA0486.Click photographs - Photos may exist for this station.
 LA0486
 LA0486.The dynamic height is computed by dividing the NAVD 88
 LA0486.geopotential number by the normal gravity value computed on the
 LA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0486.degrees latitude (g = 980.6199 gals.).
 LA0486
 LA0486.The modeled gravity was interpolated from observed gravity values.
 LA0486
 LA0486;                    North         East    Units  Estimated Accuracy
 LA0486;SPC IN E     -   619,420.      162,190.      MT  (+/- 180 meters Scaled)
 LA0486
 LA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746214(NAD 83)
 LA0486
 LA0486                          SUPERSEDED SURVEY CONTROL
 LA0486
 LA0486  NGVD 29 (??/??/92)  245.946  (m)          806.91   (f) ADJ UNCH    2 0
 LA0486
 LA0486.Superseded values are not recommended for survey control.
 LA0486
 LA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0486.See file dsdata.pdf to determine how the superseded data were derived.
 LA0486
 LA0486_MARKER: DB = BENCH MARK DISK
 LA0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0486_SP_SET: BUILDING
 LA0486_STAMPING: E 35 1934
 LA0486_MARK LOGO: CGS
 LA0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0486
 LA0486  HISTORY     - Date     Condition        Report By
 LA0486  HISTORY     - 1934     MONUMENTED       CGS
 LA0486  HISTORY     - 1947     GOOD             CGS
 LA0486  HISTORY     - 1974     GOOD             BRADY
 LA0486
 LA0486                          STATION DESCRIPTION
 LA0486
 LA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0486'AT DECATUR.
 LA0486'AT DECATUR, ABOUT 0.25 MILE WEST ALONG THE ERIE RAILROAD FROM THE
 LA0486'STATION, AT THE INTERSECTION OF THE PENNSYLVANIA RAILROAD, SET
 LA0486'VERTICALLY IN THE CONTROL TOWER, IN THE SOUTH FACE AT THE SOUTHWEST
 LA0486'CORNER OF THE BUILDING, 0.8 FOOT EAST OF THE SOUTHWEST CORNER
 LA0486'AND 3.5 FEET ABOVE THE GROUND.
 LA0486
 LA0486                          STATION RECOVERY (1974)
 LA0486
 LA0486'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1641 ***********************************************************************
 KA1641  DESIGNATION -  E 350
 KA1641  PID         -  KA1641
 KA1641  STATE/COUNTY-  IN/MARION
 KA1641  COUNTRY     -  US
 KA1641  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1641
 KA1641                         *CURRENT SURVEY CONTROL
 KA1641  ______________________________________________________________________
 KA1641* NAD 83(1986) POSITION- 39 46 20.13   (N) 086 10 26.04   (W)   HD_HELD1
 KA1641* NAVD 88 ORTHO HEIGHT -   214.628 (meters)      704.16  (feet) ADJUSTED
 KA1641  ______________________________________________________________________
 KA1641  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 KA1641  DYNAMIC HEIGHT  -        214.510 (meters)      703.77  (feet) COMP
 KA1641  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 KA1641
 KA1641  VERT ORDER      -  FIRST     CLASS II
 KA1641
 KA1641.The horizontal coordinates were determined by differentially corrected
 KA1641.hand held GPS observations or other comparable positioning techniques
 KA1641.and have an estimated accuracy of +/- 3 meters.
 KA1641
 KA1641.The orthometric height was determined by differential leveling and
 KA1641.adjusted by the NATIONAL GEODETIC SURVEY
 KA1641.in June 1991.
 KA1641
 KA1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1641.GEOID18 height accuracy estimate available here.
 KA1641
 KA1641.Click photographs - Photos may exist for this station.
 KA1641
 KA1641.The dynamic height is computed by dividing the NAVD 88
 KA1641.geopotential number by the normal gravity value computed on the
 KA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1641.degrees latitude (g = 980.6199 gals.).
 KA1641
 KA1641.The modeled gravity was interpolated from observed gravity values.
 KA1641
 KA1641;                    North         East    Units  Estimated Accuracy
 KA1641;SPC IN E     -   502,354.8      56,543.2     MT  (+/- 3 meters HH1 GPS) 
 KA1641
 KA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7074902806(NAD 83)
 KA1641
 KA1641                          SUPERSEDED SURVEY CONTROL
 KA1641
 KA1641.No superseded survey control is available for this station.
 KA1641
 KA1641_MARKER: F = FLANGE-ENCASED ROD
 KA1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1641_STAMPING: E 350 1985
 KA1641_MARK LOGO: NGS
 KA1641_PROJECTION: FLUSH
 KA1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1641_ROD/PIPE-DEPTH: 26.8 meters
 KA1641
 KA1641  HISTORY     - Date     Condition        Report By
 KA1641  HISTORY     - 1985     MONUMENTED       NGS
 KA1641  HISTORY     - 19960711 GOOD             USPSQD
 KA1641  HISTORY     - 20070605 MARK NOT FOUND   INDIV
 KA1641
 KA1641                          STATION DESCRIPTION
 KA1641
 KA1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1641'IN INDIANAPOLIS.
 KA1641'IN INDIANAPOLIS, AT 902 WEST NEW YORK STREET, IN THE NORTHEAST CORNER
 KA1641'OF A PLANTER AT THE NUMBER 5 ENTRANCE ON THE NORTH SIDE OF THE
 KA1641'EDUCATION-SOCIAL WORK BUILDING, 25.5 M (83.7 FT) WEST OF THE CENTER OF
 KA1641'NORTH BLAKE STREET, 13.1 M (43.0 FT) NORTH OF THE CENTER OF THE WEST 1
 KA1641'OF 3 DOORS OF THE ENTRANCE, 5.9 M (19.4 FT) EAST OF THE NORTH END OF A
 KA1641'SET OF STEPS LEADING TO THE SECOND FLOOR OF THE BUILDING, 2.7 M
 KA1641'(8.9 FT) WEST OF THE WEST FACE OF THE BUILDING, AND 0.2 M (0.7 FT)
 KA1641'SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS
 KA1641'HAD THROUGH A 5-INCH LOGO CAP.
 KA1641'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 KA1641
 KA1641                          STATION RECOVERY (1996)
 KA1641
 KA1641'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA1641'RECOVERED IN GOOD CONDITION.
 KA1641
 KA1641                          STATION RECOVERY (2007)
 KA1641
 KA1641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1672 ***********************************************************************
 KA1672  DESIGNATION -  E 351
 KA1672  PID         -  KA1672
 KA1672  STATE/COUNTY-  IN/PUTNAM
 KA1672  COUNTRY     -  US
 KA1672  USGS QUAD   -  CLOVERDALE (2019)
 KA1672
 KA1672                         *CURRENT SURVEY CONTROL
 KA1672  ______________________________________________________________________
 KA1672* NAD 83(1986) POSITION- 39 36 33.     (N) 086 50 08.     (W)   SCALED
 KA1672* NAVD 88 ORTHO HEIGHT -   249.530 (meters)      818.67  (feet) ADJUSTED
 KA1672  ______________________________________________________________________
 KA1672  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 KA1672  DYNAMIC HEIGHT  -        249.389 (meters)      818.20  (feet) COMP
 KA1672  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA1672
 KA1672  VERT ORDER      -  FIRST     CLASS II
 KA1672
 KA1672.The horizontal coordinates were scaled from a map and have
 KA1672.an estimated accuracy of +/- 6 seconds.
 KA1672
 KA1672.The orthometric height was determined by differential leveling and
 KA1672.adjusted by the NATIONAL GEODETIC SURVEY
 KA1672.in June 1991.
 KA1672
 KA1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1672.GEOID18 height accuracy estimate available here.
 KA1672
 KA1672.Click photographs - Photos may exist for this station.
 KA1672
 KA1672.The dynamic height is computed by dividing the NAVD 88
 KA1672.geopotential number by the normal gravity value computed on the
 KA1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1672.degrees latitude (g = 980.6199 gals.).
 KA1672
 KA1672.The modeled gravity was interpolated from observed gravity values.
 KA1672
 KA1672;                    North         East    Units  Estimated Accuracy
 KA1672;SPC IN W     -   484,150.      921,280.      MT  (+/- 180 meters Scaled)
 KA1672
 KA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ141843(NAD 83)
 KA1672
 KA1672                          SUPERSEDED SURVEY CONTROL
 KA1672
 KA1672.No superseded survey control is available for this station.
 KA1672
 KA1672_MARKER: I = METAL ROD
 KA1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1672_STAMPING: E 351 1985
 KA1672_MARK LOGO: NGS
 KA1672_PROJECTION: RECESSED 2 CENTIMETERS
 KA1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1672_ROD/PIPE-DEPTH: 10.7 meters
 KA1672
 KA1672  HISTORY     - Date     Condition        Report By
 KA1672  HISTORY     - 1985     MONUMENTED       NGS
 KA1672
 KA1672                          STATION DESCRIPTION
 KA1672
 KA1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1672'30.7 KM (19.1 MI) NE FROM BRAZIL.
 KA1672'27.5 KM (17.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1672'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, THENCE 3.2 KM (2.0 MI)
 KA1672'NORTHWESTERLY ALONG U.S. HIGHWAY 231, 19.9 M (65.3 FT) SOUTHEAST OF
 KA1672'THE SOUTHWEST END OF A 24-INCH PIPE CULVERT, 12.0 M (39.4 FT)
 KA1672'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.9 M (12.8 FT) NORTHWEST
 KA1672'OF UNDERGROUND CABLE JUNCTION BOX NUMBER 30938-150, 0.8 M (2.6 FT)
 KA1672'SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.
 KA1672'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1672'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1660 ***********************************************************************
 KA1660  DESIGNATION -  E 352
 KA1660  PID         -  KA1660
 KA1660  STATE/COUNTY-  IN/HENDRICKS
 KA1660  COUNTRY     -  US
 KA1660  USGS QUAD   -  DANVILLE (2019)
 KA1660
 KA1660                         *CURRENT SURVEY CONTROL
 KA1660  ______________________________________________________________________
 KA1660* NAD 83(1986) POSITION- 39 45 27.     (N) 086 30 23.     (W)   SCALED
 KA1660* NAVD 88 ORTHO HEIGHT -   254.537 (meters)      835.09  (feet) ADJUSTED
 KA1660  ______________________________________________________________________
 KA1660  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KA1660  DYNAMIC HEIGHT  -        254.397 (meters)      834.63  (feet) COMP
 KA1660  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 KA1660
 KA1660  VERT ORDER      -  FIRST     CLASS II
 KA1660
 KA1660.The horizontal coordinates were scaled from a map and have
 KA1660.an estimated accuracy of +/- 6 seconds.
 KA1660
 KA1660.The orthometric height was determined by differential leveling and
 KA1660.adjusted by the NATIONAL GEODETIC SURVEY
 KA1660.in June 1991.
 KA1660
 KA1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1660.GEOID18 height accuracy estimate available here.
 KA1660
 KA1660.Click photographs - Photos may exist for this station.
 KA1660
 KA1660.The dynamic height is computed by dividing the NAVD 88
 KA1660.geopotential number by the normal gravity value computed on the
 KA1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1660.degrees latitude (g = 980.6199 gals.).
 KA1660
 KA1660.The modeled gravity was interpolated from observed gravity values.
 KA1660
 KA1660;                    North         East    Units  Estimated Accuracy
 KA1660;SPC IN W     -   500,750.      949,440.      MT  (+/- 180 meters Scaled)
 KA1660
 KA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK422009(NAD 83)
 KA1660
 KA1660                          SUPERSEDED SURVEY CONTROL
 KA1660
 KA1660.No superseded survey control is available for this station.
 KA1660
 KA1660_MARKER: I = METAL ROD
 KA1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1660_STAMPING: E 352 1985
 KA1660_MARK LOGO: NGS
 KA1660_PROJECTION: FLUSH
 KA1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1660_ROD/PIPE-DEPTH: 14.6 meters
 KA1660
 KA1660  HISTORY     - Date     Condition        Report By
 KA1660  HISTORY     - 1985     MONUMENTED       NGS
 KA1660
 KA1660                          STATION DESCRIPTION
 KA1660
 KA1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1660'1.8 KM (1.1 MI) EAST FROM DANVILLE.
 KA1660'1.8 KM (1.1 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION
 KA1660'WITH STATE HIGHWAY 39 IN DANVILLE, 36.3 M (119.1 FT) SOUTH OF THE
 KA1660'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 21.3 M (69.9 FT)
 KA1660'EAST OF THE EAST END OF A 3.0 FOOT METAL DRAIN PIPE, 21.3 M (69.9 FT)
 KA1660'NORTH OF THE CENTER OF A DRIVEWAY, AND 0.6 M (2.0 FT) EAST OF THE WEST
 KA1660'END OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1660'LOGO CAP.
 KA1660'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KA1660'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1698 ***********************************************************************
 KA1698  DESIGNATION -  E 353
 KA1698  PID         -  KA1698
 KA1698  STATE/COUNTY-  IN/VIGO
 KA1698  COUNTRY     -  US
 KA1698  USGS QUAD   -  SEELYVILLE (2019)
 KA1698
 KA1698                         *CURRENT SURVEY CONTROL
 KA1698  ______________________________________________________________________
 KA1698* NAD 83(1986) POSITION- 39 23 25.     (N) 087 16 33.     (W)   SCALED
 KA1698* NAVD 88 ORTHO HEIGHT -   177.839 (meters)      583.46  (feet) ADJUSTED
 KA1698  ______________________________________________________________________
 KA1698  GEOID HEIGHT    -        -32.744 (meters)                     GEOID18
 KA1698  DYNAMIC HEIGHT  -        177.737 (meters)      583.13  (feet) COMP
 KA1698  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA1698
 KA1698  VERT ORDER      -  FIRST     CLASS II
 KA1698
 KA1698.The horizontal coordinates were scaled from a map and have
 KA1698.an estimated accuracy of +/- 6 seconds.
 KA1698
 KA1698.The orthometric height was determined by differential leveling and
 KA1698.adjusted by the NATIONAL GEODETIC SURVEY
 KA1698.in June 1991.
 KA1698
 KA1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1698.GEOID18 height accuracy estimate available here.
 KA1698
 KA1698.Click photographs - Photos may exist for this station.
 KA1698
 KA1698.The dynamic height is computed by dividing the NAVD 88
 KA1698.geopotential number by the normal gravity value computed on the
 KA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1698.degrees latitude (g = 980.6199 gals.).
 KA1698
 KA1698.The modeled gravity was interpolated from observed gravity values.
 KA1698
 KA1698;                    North         East    Units  Estimated Accuracy
 KA1698;SPC IN W     -   459,840.      883,420.      MT  (+/- 180 meters Scaled)
 KA1698
 KA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ762601(NAD 83)
 KA1698
 KA1698                          SUPERSEDED SURVEY CONTROL
 KA1698
 KA1698.No superseded survey control is available for this station.
 KA1698
 KA1698_MARKER: I = METAL ROD
 KA1698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1698_STAMPING: E 353 1985
 KA1698_MARK LOGO: NGS
 KA1698_PROJECTION: FLUSH
 KA1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1698_ROD/PIPE-DEPTH: 4.3 meters
 KA1698
 KA1698  HISTORY     - Date     Condition        Report By
 KA1698  HISTORY     - 1985     MONUMENTED       NGS
 KA1698
 KA1698                          STATION DESCRIPTION
 KA1698
 KA1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1698'2.6 KM (1.6 MI) EAST FROM RILEY.
 KA1698'2.6 KM (1.6 MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION WITH
 KA1698'STATE HIGHWAY 159 IN RILEY, 60.4 M (198.2 FT) EAST OF THE CENTER OF A
 KA1698'DRIVEWAY LEADING TO A HOUSE, 12.1 M (39.7 FT) NORTH OF THE CENTERLINE
 KA1698'OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A UTILITY POLE.
 KA1698'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1698'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1698'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1612 ***********************************************************************
 JA1612  DESIGNATION -  E 354
 JA1612  PID         -  JA1612
 JA1612  STATE/COUNTY-  IN/GREENE
 JA1612  COUNTRY     -  US
 JA1612  USGS QUAD   -  LYONS (2019)
 JA1612
 JA1612                         *CURRENT SURVEY CONTROL
 JA1612  ______________________________________________________________________
 JA1612* NAD 83(1986) POSITION- 38 55 38.     (N) 087 01 09.     (W)   SCALED
 JA1612* NAVD 88 ORTHO HEIGHT -   160.349 (meters)      526.08  (feet) ADJUSTED
 JA1612  ______________________________________________________________________
 JA1612  GEOID HEIGHT    -        -32.691 (meters)                     GEOID18
 JA1612  DYNAMIC HEIGHT  -        160.250 (meters)      525.75  (feet) COMP
 JA1612  MODELED GRAVITY -    980,006.6   (mgal)                       NAVD 88
 JA1612
 JA1612  VERT ORDER      -  FIRST     CLASS II
 JA1612
 JA1612.The horizontal coordinates were scaled from a map and have
 JA1612.an estimated accuracy of +/- 6 seconds.
 JA1612
 JA1612.The orthometric height was determined by differential leveling and
 JA1612.adjusted by the NATIONAL GEODETIC SURVEY
 JA1612.in June 1991.
 JA1612
 JA1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1612.GEOID18 height accuracy estimate available here.
 JA1612
 JA1612.Click photographs - Photos may exist for this station.
 JA1612
 JA1612.The dynamic height is computed by dividing the NAVD 88
 JA1612.geopotential number by the normal gravity value computed on the
 JA1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1612.degrees latitude (g = 980.6199 gals.).
 JA1612
 JA1612.The modeled gravity was interpolated from observed gravity values.
 JA1612
 JA1612;                    North         East    Units  Estimated Accuracy
 JA1612;SPC IN W     -   408,420.      905,560.      MT  (+/- 180 meters Scaled)
 JA1612
 JA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ983087(NAD 83)
 JA1612
 JA1612                          SUPERSEDED SURVEY CONTROL
 JA1612
 JA1612.No superseded survey control is available for this station.
 JA1612
 JA1612_MARKER: DV = VERTICAL CONTROL DISK
 JA1612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1612_SP_SET: BRIDGE ABUTMENT
 JA1612_STAMPING: E 354 1985
 JA1612_MARK LOGO: NGS
 JA1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1612
 JA1612  HISTORY     - Date     Condition        Report By
 JA1612  HISTORY     - 1985     MONUMENTED       NGS
 JA1612
 JA1612                          STATION DESCRIPTION
 JA1612
 JA1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1612'22.5 KM (14.0 MI) SW FROM WORTHINGTON.
 JA1612'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1612'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 17.1 KM (10.6
 JA1612'MI) SOUTHERLY ALONG STATE HIGHWAY 57, SET VERTICALLY IN THE NORTH FACE
 JA1612'OF THE MOST EASTERLY 1 OF 3 PIERS OF A HIGHWAY BRIDGE SPANNING THE
 JA1612'WEST FORK OF THE WHITE RIVER, AND 4.4 M (14.4 FT) EAST OF THE
 JA1612'CENTERLINE OF THE HIGHWAY.
 JA1612'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1570 ***********************************************************************
 JA1570  DESIGNATION -  E 355
 JA1570  PID         -  JA1570
 JA1570  STATE/COUNTY-  IN/DAVIESS
 JA1570  COUNTRY     -  US
 JA1570  USGS QUAD   -  SANDY HOOK (2019)
 JA1570
 JA1570                         *CURRENT SURVEY CONTROL
 JA1570  ______________________________________________________________________
 JA1570* NAD 83(1986) POSITION- 38 37 04.     (N) 087 11 04.     (W)   SCALED
 JA1570* NAVD 88 ORTHO HEIGHT -   144.849 (meters)      475.23  (feet) ADJUSTED
 JA1570  ______________________________________________________________________
 JA1570  GEOID HEIGHT    -        -32.266 (meters)                     GEOID18
 JA1570  DYNAMIC HEIGHT  -        144.756 (meters)      474.92  (feet) COMP
 JA1570  MODELED GRAVITY -    979,986.5   (mgal)                       NAVD 88
 JA1570
 JA1570  VERT ORDER      -  FIRST     CLASS II
 JA1570
 JA1570.The horizontal coordinates were scaled from a map and have
 JA1570.an estimated accuracy of +/- 6 seconds.
 JA1570
 JA1570.The orthometric height was determined by differential leveling and
 JA1570.adjusted by the NATIONAL GEODETIC SURVEY
 JA1570.in June 1991.
 JA1570
 JA1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1570.GEOID18 height accuracy estimate available here.
 JA1570
 JA1570.Click photographs - Photos may exist for this station.
 JA1570
 JA1570.The dynamic height is computed by dividing the NAVD 88
 JA1570.geopotential number by the normal gravity value computed on the
 JA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1570.degrees latitude (g = 980.6199 gals.).
 JA1570
 JA1570.The modeled gravity was interpolated from observed gravity values.
 JA1570
 JA1570;                    North         East    Units  Estimated Accuracy
 JA1570;SPC IN W     -   374,070.      891,190.      MT  (+/- 180 meters Scaled)
 JA1570
 JA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH839743(NAD 83)
 JA1570
 JA1570                          SUPERSEDED SURVEY CONTROL
 JA1570
 JA1570.No superseded survey control is available for this station.
 JA1570
 JA1570_MARKER: I = METAL ROD
 JA1570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1570_STAMPING: E 355 1986
 JA1570_MARK LOGO: NGS
 JA1570_PROJECTION: FLUSH
 JA1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1570+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 JA1570_ROD/PIPE-DEPTH: 8.5 meters
 JA1570
 JA1570  HISTORY     - Date     Condition        Report By
 JA1570  HISTORY     - 1986     MONUMENTED       NGS
 JA1570  HISTORY     - 20060412 GOOD             LAMAC
 JA1570
 JA1570                          STATION DESCRIPTION
 JA1570
 JA1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1570'4.1 KM (2.55 MI) SW FROM WASHINGTON.
 JA1570'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1570'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 16.7 M (54.8 FT)
 JA1570'NORTHWEST OF THE NORTHWEST CORNER OF A BLOCK BUILDING, 13.8 M (45.3
 JA1570'FT) EAST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) NORTH OF THE NORTH
 JA1570'EDGE OF A PARKING LOT, AND 0.5 M (1.6 FT) WEST OF A UTILITY POLE.
 JA1570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1570'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 JA1570
 JA1570                          STATION RECOVERY (2006)
 JA1570
 JA1570'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2006 (ANR)
 JA1570'UTILITY POLE 1.6 FEET EAST IS NOW APROX 7 FEET NORTH.
 JA1570'RTK LOCATION LAT 38 DEGREES 37 MINUTES 04 22948 SECONDS NORTH
 JA1570'LONG 87 DEGREES 11 MINUTES 04 69090 SECONDS WEST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1591 ***********************************************************************
 JA1591  DESIGNATION -  E 356
 JA1591  PID         -  JA1591
 JA1591  STATE/COUNTY-  IN/GIBSON
 JA1591  COUNTRY     -  US
 JA1591  USGS QUAD   -  FRANCISCO (2019)
 JA1591
 JA1591                         *CURRENT SURVEY CONTROL
 JA1591  ______________________________________________________________________
 JA1591* NAD 83(1986) POSITION- 38 17 04.     (N) 087 22 42.     (W)   SCALED
 JA1591* NAVD 88 ORTHO HEIGHT -   149.998 (meters)      492.12  (feet) ADJUSTED
 JA1591  ______________________________________________________________________
 JA1591  GEOID HEIGHT    -        -31.646 (meters)                     GEOID18
 JA1591  DYNAMIC HEIGHT  -        149.898 (meters)      491.79  (feet) COMP
 JA1591  MODELED GRAVITY -    979,961.2   (mgal)                       NAVD 88
 JA1591
 JA1591  VERT ORDER      -  FIRST     CLASS II
 JA1591
 JA1591.The horizontal coordinates were scaled from a map and have
 JA1591.an estimated accuracy of +/- 6 seconds.
 JA1591
 JA1591.The orthometric height was determined by differential leveling and
 JA1591.adjusted by the NATIONAL GEODETIC SURVEY
 JA1591.in June 1991.
 JA1591
 JA1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1591.GEOID18 height accuracy estimate available here.
 JA1591
 JA1591.Click photographs - Photos may exist for this station.
 JA1591
 JA1591.The dynamic height is computed by dividing the NAVD 88
 JA1591.geopotential number by the normal gravity value computed on the
 JA1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1591.degrees latitude (g = 980.6199 gals.).
 JA1591
 JA1591.The modeled gravity was interpolated from observed gravity values.
 JA1591
 JA1591;                    North         East    Units  Estimated Accuracy
 JA1591;SPC IN W     -   337,110.      874,190.      MT  (+/- 180 meters Scaled)
 JA1591
 JA1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH669374(NAD 83)
 JA1591
 JA1591                          SUPERSEDED SURVEY CONTROL
 JA1591
 JA1591.No superseded survey control is available for this station.
 JA1591
 JA1591_MARKER: I = METAL ROD
 JA1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1591_STAMPING: E 356 1986
 JA1591_MARK LOGO: NGS
 JA1591_PROJECTION: RECESSED 1 CENTIMETERS
 JA1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1591_ROD/PIPE-DEPTH: 3.1 meters
 JA1591
 JA1591  HISTORY     - Date     Condition        Report By
 JA1591  HISTORY     - 1986     MONUMENTED       NGS
 JA1591
 JA1591                          STATION DESCRIPTION
 JA1591
 JA1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1591'IN SOMERVILLE.
 JA1591'IN SOMERVILLE, AT THE INTERSECTION OF STATE HIGHWAY 57 AND NORTH
 JA1591'STREET, 58.5 M (191.9 FT) EAST OF THE HIGHWAY CENTERLINE, 9.5 M (31.2
 JA1591'FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, 5.5 M (18.0 FT)
 JA1591'SOUTH OF THE STREET CENTER, 3.9 M (12.8 FT) EAST OF A FENCE CORNER,
 JA1591'AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 JA1591'HAD THROUGH A 5-INCH LOGO CAP.
 JA1591'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2848 ***********************************************************************
 JZ2848  DESIGNATION -  E 357
 JZ2848  PID         -  JZ2848
 JZ2848  STATE/COUNTY-  IN/SHELBY
 JZ2848  COUNTRY     -  US
 JZ2848  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2848
 JZ2848                         *CURRENT SURVEY CONTROL
 JZ2848  ______________________________________________________________________
 JZ2848* NAD 83(1986) POSITION- 39 33 02.     (N) 085 46 32.     (W)   SCALED
 JZ2848* NAVD 88 ORTHO HEIGHT -   241.848 (meters)      793.46  (feet) ADJUSTED
 JZ2848  ______________________________________________________________________
 JZ2848  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 JZ2848  DYNAMIC HEIGHT  -        241.706 (meters)      793.00  (feet) COMP
 JZ2848  MODELED GRAVITY -    980,035.3   (mgal)                       NAVD 88
 JZ2848
 JZ2848  VERT ORDER      -  FIRST     CLASS II
 JZ2848
 JZ2848.The horizontal coordinates were scaled from a map and have
 JZ2848.an estimated accuracy of +/- 6 seconds.
 JZ2848
 JZ2848.The orthometric height was determined by differential leveling and
 JZ2848.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2848.in June 1991.
 JZ2848
 JZ2848.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2848.GEOID18 height accuracy estimate available here.
 JZ2848
 JZ2848.Click photographs - Photos may exist for this station.
 JZ2848
 JZ2848.The dynamic height is computed by dividing the NAVD 88
 JZ2848.geopotential number by the normal gravity value computed on the
 JZ2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2848.degrees latitude (g = 980.6199 gals.).
 JZ2848
 JZ2848.The modeled gravity was interpolated from observed gravity values.
 JZ2848
 JZ2848;                    North         East    Units  Estimated Accuracy
 JZ2848;SPC IN E     -   477,620.       90,640.      MT  (+/- 180 meters Scaled)
 JZ2848
 JZ2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ052785(NAD 83)
 JZ2848
 JZ2848                          SUPERSEDED SURVEY CONTROL
 JZ2848
 JZ2848.No superseded survey control is available for this station.
 JZ2848
 JZ2848_MARKER: DV = VERTICAL CONTROL DISK
 JZ2848_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2848_SP_SET: BRIDGE ABUTMENT
 JZ2848_STAMPING: E 357 1986
 JZ2848_MARK LOGO: NGS
 JZ2848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2848
 JZ2848  HISTORY     - Date     Condition        Report By
 JZ2848  HISTORY     - 1986     MONUMENTED       NGS
 JZ2848  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2848
 JZ2848                          STATION DESCRIPTION
 JZ2848
 JZ2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2848'4.4 KM (2.75 MI) NW FROM SHELBYVILLE.
 JZ2848'4.4 KM (2.75 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2848'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, IN TOP OF AND 0.1 M
 JZ2848'(0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 JZ2848'ABUTMENT OF THE STATE HIGHWAY 9 OVERPASS OF THE HIGHWAY, AND 24.4 M
 JZ2848'(80.1 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 JZ2848'THE HIGHWAY.
 JZ2848'THE MARK IS 1.0 M BELOW THE STATE HIGHWAY.
 JZ2848
 JZ2848                          STATION RECOVERY (2013)
 JZ2848
 JZ2848'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2848'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2823 ***********************************************************************
 JZ2823  DESIGNATION -  E 358
 JZ2823  PID         -  JZ2823
 JZ2823  STATE/COUNTY-  IN/DECATUR
 JZ2823  COUNTRY     -  US
 JZ2823  USGS QUAD   -  FOREST HILL (2019)
 JZ2823
 JZ2823                         *CURRENT SURVEY CONTROL
 JZ2823  ______________________________________________________________________
 JZ2823* NAD 83(1986) POSITION- 39 19 45.     (N) 085 30 23.     (W)   SCALED
 JZ2823* NAVD 88 ORTHO HEIGHT -   282.171 (meters)      925.76  (feet) ADJUSTED
 JZ2823  ______________________________________________________________________
 JZ2823  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ2823  DYNAMIC HEIGHT  -        281.995 (meters)      925.18  (feet) COMP
 JZ2823  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 JZ2823
 JZ2823  VERT ORDER      -  FIRST     CLASS II
 JZ2823
 JZ2823.The horizontal coordinates were scaled from a map and have
 JZ2823.an estimated accuracy of +/- 6 seconds.
 JZ2823
 JZ2823.The orthometric height was determined by differential leveling and
 JZ2823.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2823.in June 1991.
 JZ2823
 JZ2823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2823.GEOID18 height accuracy estimate available here.
 JZ2823
 JZ2823.Click photographs - Photos may exist for this station.
 JZ2823
 JZ2823.The dynamic height is computed by dividing the NAVD 88
 JZ2823.geopotential number by the normal gravity value computed on the
 JZ2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2823.degrees latitude (g = 980.6199 gals.).
 JZ2823
 JZ2823.The modeled gravity was interpolated from observed gravity values.
 JZ2823
 JZ2823;                    North         East    Units  Estimated Accuracy
 JZ2823;SPC IN E     -   453,050.      113,820.      MT  (+/- 180 meters Scaled)
 JZ2823
 JZ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ287543(NAD 83)
 JZ2823
 JZ2823                          SUPERSEDED SURVEY CONTROL
 JZ2823
 JZ2823.No superseded survey control is available for this station.
 JZ2823
 JZ2823_MARKER: I = METAL ROD
 JZ2823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2823_STAMPING: E 358 1986
 JZ2823_MARK LOGO: NGS
 JZ2823_PROJECTION: RECESSED 3 CENTIMETERS
 JZ2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2823_ROD/PIPE-DEPTH: 7.3 meters
 JZ2823
 JZ2823  HISTORY     - Date     Condition        Report By
 JZ2823  HISTORY     - 1986     MONUMENTED       NGS
 JZ2823
 JZ2823                          STATION DESCRIPTION
 JZ2823
 JZ2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2823'6.8 KM (4.2 MI) SW FROM GREENSBURG.
 JZ2823'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS
 JZ2823'JUNCTION WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 0.4 KM (0.25
 JZ2823'MI) WEST ALONG STATE HIGHWAY 46, THENCE 1.1 KM (0.7 MI) SOUTHWEST
 JZ2823'ALONG BROADWAY STREET, THENCE 2.4 KM (1.5 MI) WEST ALONG PARK ROAD,
 JZ2823'9.8 M (32.2 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 JZ2823'SOUTH TO THE H. SCHILLING RESIDENCE, 5.6 M (18.4 FT) NORTH OF THE
 JZ2823'CENTER OF THE ROAD, AND 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTH END OF A
 JZ2823'FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2823'THE MARK IS ABOVE LEVEL WITH PARK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2792 ***********************************************************************
 JZ2792  DESIGNATION -  E 359
 JZ2792  PID         -  JZ2792
 JZ2792  STATE/COUNTY-  IN/DEARBORN
 JZ2792  COUNTRY     -  US
 JZ2792  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ2792
 JZ2792                         *CURRENT SURVEY CONTROL
 JZ2792  ______________________________________________________________________
 JZ2792* NAD 83(1986) POSITION- 39 07 02.     (N) 084 51 25.     (W)   SCALED
 JZ2792* NAVD 88 ORTHO HEIGHT -   161.496 (meters)      529.84  (feet) ADJUSTED
 JZ2792  ______________________________________________________________________
 JZ2792  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ2792  DYNAMIC HEIGHT  -        161.396 (meters)      529.51  (feet) COMP
 JZ2792  MODELED GRAVITY -    980,004.0   (mgal)                       NAVD 88
 JZ2792
 JZ2792  VERT ORDER      -  FIRST     CLASS II
 JZ2792
 JZ2792.The horizontal coordinates were scaled from a map and have
 JZ2792.an estimated accuracy of +/- 6 seconds.
 JZ2792
 JZ2792.The orthometric height was determined by differential leveling and
 JZ2792.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2792.in June 1991.
 JZ2792
 JZ2792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2792.GEOID18 height accuracy estimate available here.
 JZ2792
 JZ2792.Click photographs - Photos may exist for this station.
 JZ2792
 JZ2792.The dynamic height is computed by dividing the NAVD 88
 JZ2792.geopotential number by the normal gravity value computed on the
 JZ2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2792.degrees latitude (g = 980.6199 gals.).
 JZ2792
 JZ2792.The modeled gravity was interpolated from observed gravity values.
 JZ2792
 JZ2792;                    North         East    Units  Estimated Accuracy
 JZ2792;SPC IN E     -   429,820.      170,030.      MT  (+/- 180 meters Scaled)
 JZ2792
 JZ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ852319(NAD 83)
 JZ2792
 JZ2792                          SUPERSEDED SURVEY CONTROL
 JZ2792
 JZ2792  NGVD 29 (06/03/91)  161.704  (m)          530.52   (f) ADJUSTED    1 2
 JZ2792
 JZ2792.Superseded values are not recommended for survey control.
 JZ2792
 JZ2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2792.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2792
 JZ2792_MARKER: I = METAL ROD
 JZ2792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2792_STAMPING: E 359 1986
 JZ2792_MARK LOGO: NGS
 JZ2792_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2792_ROD/PIPE-DEPTH: 20.4 meters
 JZ2792
 JZ2792  HISTORY     - Date     Condition        Report By
 JZ2792  HISTORY     - 1986     MONUMENTED       NGS
 JZ2792  HISTORY     - 20110316 MARK NOT FOUND   PICI
 JZ2792
 JZ2792                          STATION DESCRIPTION
 JZ2792
 JZ2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2792'IN GREENDALE.
 JZ2792'IN GREENDALE, AT THE INTERSECTION OF RIDGE AVENUE AND DEARBORN COURT,
 JZ2792'18.7 M (61.4 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.1 M (20.0 FT)
 JZ2792'SOUTH OF THE CENTER OF THE COURT, 5.9 M (19.4 FT) EAST OF THE CENTER
 JZ2792'OF A DRIVEWAY, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE WITH A GUY
 JZ2792'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2792'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 JZ2792
 JZ2792                          STATION RECOVERY (2011)
 JZ2792
 JZ2792'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 JZ2792'AREA IS AS DESCRIBED EXCEPT CURB HAS BEEN REPLACED RECENTLY. NEW
 JZ2792'UTILITY POLE AND GUY WIRE. CURB MAY HAVE BEEN PUSHED BACK FROM STREET
 JZ2792'CENTERLINE WHICH WOULD PUT THE MARK RIGHT NEAR BACK OF CURB. NO DIP
 JZ2792'WITH METAL LOCATOR OR PROBE. DISTANCES FROM STREET CENTERLINES AND
 JZ2792'DRIVEWAY MAKE A TIGHT CIRCLE TO SEARCH, NOTHING FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1725 ***********************************************************************
 KA1725  DESIGNATION -  E 360
 KA1725  PID         -  KA1725
 KA1725  STATE/COUNTY-  IN/VIGO
 KA1725  COUNTRY     -  US
 KA1725  USGS QUAD   -  TERRE HAUTE (2019)
 KA1725
 KA1725                         *CURRENT SURVEY CONTROL
 KA1725  ______________________________________________________________________
 KA1725* NAD 83(1986) POSITION- 39 29 53.     (N) 087 25 11.     (W)   SCALED
 KA1725* NAVD 88 ORTHO HEIGHT -   149.119 (meters)      489.23  (feet) ADJUSTED
 KA1725  ______________________________________________________________________
 KA1725  GEOID HEIGHT    -        -32.710 (meters)                     GEOID18
 KA1725  DYNAMIC HEIGHT  -        149.035 (meters)      488.96  (feet) COMP
 KA1725  MODELED GRAVITY -    980,060.4   (mgal)                       NAVD 88
 KA1725
 KA1725  VERT ORDER      -  FIRST     CLASS II
 KA1725
 KA1725.The horizontal coordinates were scaled from a map and have
 KA1725.an estimated accuracy of +/- 6 seconds.
 KA1725
 KA1725.The orthometric height was determined by differential leveling and
 KA1725.adjusted by the NATIONAL GEODETIC SURVEY
 KA1725.in June 1991.
 KA1725
 KA1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1725.GEOID18 height accuracy estimate available here.
 KA1725
 KA1725.Click photographs - Photos may exist for this station.
 KA1725
 KA1725.The dynamic height is computed by dividing the NAVD 88
 KA1725.geopotential number by the normal gravity value computed on the
 KA1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1725.degrees latitude (g = 980.6199 gals.).
 KA1725
 KA1725.The modeled gravity was interpolated from observed gravity values.
 KA1725
 KA1725;                    North         East    Units  Estimated Accuracy
 KA1725;SPC IN W     -   471,840.      871,070.      MT  (+/- 180 meters Scaled)
 KA1725
 KA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ639721(NAD 83)
 KA1725
 KA1725                          SUPERSEDED SURVEY CONTROL
 KA1725
 KA1725.No superseded survey control is available for this station.
 KA1725
 KA1725_MARKER: DV = VERTICAL CONTROL DISK
 KA1725_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA1725_SP_SET: HEADWALL
 KA1725_STAMPING: E 360 1986
 KA1725_MARK LOGO: NGS
 KA1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1725
 KA1725  HISTORY     - Date     Condition        Report By
 KA1725  HISTORY     - 1986     MONUMENTED       NGS
 KA1725
 KA1725                          STATION DESCRIPTION
 KA1725
 KA1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1725'3.9 KM (2.4 MI) NORTH FROM TERRE HAUTE.
 KA1725'3.9 KM (2.4 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE
 KA1725'IN TERRE HAUTE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 KA1725'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A HIGHWAY BRIDGE
 KA1725'SPANNING THE WABASH RIVER, AND 6.9 M (22.6 FT) SOUTHWEST OF THE
 KA1725'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 KA1725'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1751 ***********************************************************************
 KA1751  DESIGNATION -  E 361
 KA1751  PID         -  KA1751
 KA1751  STATE/COUNTY-  IN/VERMILLION
 KA1751  COUNTRY     -  US
 KA1751  USGS QUAD   -  DANA (2019)
 KA1751
 KA1751                         *CURRENT SURVEY CONTROL
 KA1751  ______________________________________________________________________
 KA1751* NAD 83(1986) POSITION- 39 51 08.35   (N) 087 24 35.47   (W)   HD_HELD1
 KA1751* NAVD 88 ORTHO HEIGHT -   197.099 (meters)      646.65  (feet) ADJUSTED
 KA1751  ______________________________________________________________________
 KA1751  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KA1751  DYNAMIC HEIGHT  -        196.992 (meters)      646.30  (feet) COMP
 KA1751  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 KA1751
 KA1751  VERT ORDER      -  FIRST     CLASS II
 KA1751
 KA1751.The horizontal coordinates were determined by differentially corrected
 KA1751.hand held GPS observations or other comparable positioning techniques
 KA1751.and have an estimated accuracy of +/- 3 meters.
 KA1751
 KA1751.The orthometric height was determined by differential leveling and
 KA1751.adjusted by the NATIONAL GEODETIC SURVEY
 KA1751.in June 1991.
 KA1751
 KA1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1751.GEOID18 height accuracy estimate available here.
 KA1751
 KA1751.Click photographs - Photos may exist for this station.
 KA1751
 KA1751.The dynamic height is computed by dividing the NAVD 88
 KA1751.geopotential number by the normal gravity value computed on the
 KA1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1751.degrees latitude (g = 980.6199 gals.).
 KA1751
 KA1751.The modeled gravity was interpolated from observed gravity values.
 KA1751
 KA1751;                    North         East    Units  Estimated Accuracy
 KA1751;SPC IN W     -   511,171.8     872,058.2     MT  (+/- 3 meters HH1 GPS) 
 KA1751
 KA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6493911446(NAD 83)
 KA1751
 KA1751                          SUPERSEDED SURVEY CONTROL
 KA1751
 KA1751.No superseded survey control is available for this station.
 KA1751
 KA1751_MARKER: I = METAL ROD
 KA1751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1751_STAMPING: E 361 1986
 KA1751_MARK LOGO: NGS
 KA1751_PROJECTION: PROJECTING 2 CENTIMETERS
 KA1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1751+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 KA1751_ROD/PIPE-DEPTH: 5.3 meters
 KA1751
 KA1751  HISTORY     - Date     Condition        Report By
 KA1751  HISTORY     - 1986     MONUMENTED       NGS
 KA1751  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1751  HISTORY     - 20160315 GOOD             INDIV
 KA1751
 KA1751                          STATION DESCRIPTION
 KA1751
 KA1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1751'12.5 KM (7.75 MI) SOUTH FROM CAYUGA.
 KA1751'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1751'WITH STATE HIGHWAY 234 IN CAYUGA, 67.0 M (219.8 FT) SOUTH OF THE
 KA1751'CENTER OF A ROAD LEADING EAST TO THE COUNTY HOME, 18.2 M (59.7 FT)
 KA1751'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 4.9 M
 KA1751'(16.1 FT) NORTH OF A UTILITY POLE, AND 2.1 M (6.9 FT) NORTH OF A FENCE
 KA1751'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1751'THE MARK IS 0.8 METERS  WNW FROM  A WITNESS POST AND FENCE
 KA1751'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 KA1751
 KA1751                          STATION RECOVERY (2005)
 KA1751
 KA1751'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1751'MARK NOT FOUND.
 KA1751
 KA1751                          STATION RECOVERY (2016)
 KA1751
 KA1751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 KA1751'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3350 ***********************************************************************
 ME3350  DESIGNATION -  E 367
 ME3350  PID         -  ME3350
 ME3350  STATE/COUNTY-  IN/LAKE
 ME3350  COUNTRY     -  US
 ME3350  USGS QUAD   -  WHITING (2019)
 ME3350
 ME3350                         *CURRENT SURVEY CONTROL
 ME3350  ______________________________________________________________________
 ME3350* NAD 83(1986) POSITION- 41 38 27.     (N) 087 26 27.     (W)   SCALED
 ME3350* NAVD 88 ORTHO HEIGHT -   180.627 (meters)      592.61  (feet) ADJUSTED
 ME3350  ______________________________________________________________________
 ME3350  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 ME3350  DYNAMIC HEIGHT  -        180.562 (meters)      592.39  (feet) COMP
 ME3350  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 ME3350
 ME3350  VERT ORDER      -  FIRST     CLASS II
 ME3350
 ME3350.The horizontal coordinates were scaled from a map and have
 ME3350.an estimated accuracy of +/- 6 seconds.
 ME3350
 ME3350.The orthometric height was determined by differential leveling and
 ME3350.adjusted by the NATIONAL GEODETIC SURVEY
 ME3350.in April 1995.
 ME3350
 ME3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3350.GEOID18 height accuracy estimate available here.
 ME3350
 ME3350.Click photographs - Photos may exist for this station.
 ME3350
 ME3350.The dynamic height is computed by dividing the NAVD 88
 ME3350.geopotential number by the normal gravity value computed on the
 ME3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3350.degrees latitude (g = 980.6199 gals.).
 ME3350
 ME3350.The modeled gravity was interpolated from observed gravity values.
 ME3350
 ME3350;                    North         East    Units  Estimated Accuracy
 ME3350;SPC IN W     -   709,790.      870,220.      MT  (+/- 180 meters Scaled)
 ME3350
 ME3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM632099(NAD 83)
 ME3350
 ME3350                          SUPERSEDED SURVEY CONTROL
 ME3350
 ME3350  NGVD 29 (01/19/93)  180.738  (m)          592.97   (f) ADJUSTED    1 2
 ME3350
 ME3350.Superseded values are not recommended for survey control.
 ME3350
 ME3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3350.See file dsdata.pdf to determine how the superseded data were derived.
 ME3350
 ME3350_MARKER: DV = VERTICAL CONTROL DISK
 ME3350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME3350_SP_SET: PIER
 ME3350_STAMPING: E 367 1992
 ME3350_MARK LOGO: NGS
 ME3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3350+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2015
 ME3350
 ME3350  HISTORY     - Date     Condition        Report By
 ME3350  HISTORY     - 1992     MONUMENTED       NGS
 ME3350  HISTORY     - 20150914 GOOD             INDOT
 ME3350
 ME3350                          STATION DESCRIPTION
 ME3350
 ME3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3350'IN GARY, AT THE INTERSECTION OF GUTHRIE STREET AND STATE HIGHWAY 912,
 ME3350'SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY COLUMN (1ST PIER
 ME3350'NORTH OF THE STREET) OF THE HIGHWAY OVERPASS OF THE STREET, 80.0 M
 ME3350'(262.5 FT) EAST OF THE EXTENDED CENTER OF CLINE AVENUE, 16.2 M
 ME3350'(53.1 FT) WEST OF THE CENTER OF THE OVERPASS, 7.7 M (25.3 FT) NORTH
 ME3350'OF THE CENTER OF THE MEDIAN OF THE STREET, AND 1.4 M (4.6 FT) ABOVE
 ME3350'THE GROUND SURFACE.
 ME3350
 ME3350                          STATION RECOVERY (2015)
 ME3350
 ME3350'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME3350'GUTHRIE STREET IS NOW MARTIN LUTHER KING DRIVE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1959 ***********************************************************************
 MD1959  DESIGNATION -  E 368
 MD1959  PID         -  MD1959
 MD1959  STATE/COUNTY-  IN/KOSCIUSKO
 MD1959  COUNTRY     -  US
 MD1959  USGS QUAD   -  WARSAW (2019)
 MD1959
 MD1959                         *CURRENT SURVEY CONTROL
 MD1959  ______________________________________________________________________
 MD1959* NAD 83(1986) POSITION- 41 14 10.     (N) 085 50 36.     (W)   SCALED
 MD1959* NAVD 88 ORTHO HEIGHT -   251.176 (meters)      824.07  (feet) ADJUSTED
 MD1959  ______________________________________________________________________
 MD1959  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 MD1959  DYNAMIC HEIGHT  -        251.069 (meters)      823.72  (feet) COMP
 MD1959  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 MD1959
 MD1959  VERT ORDER      -  FIRST     CLASS II
 MD1959
 MD1959.The horizontal coordinates were scaled from a map and have
 MD1959.an estimated accuracy of +/- 6 seconds.
 MD1959
 MD1959.The orthometric height was determined by differential leveling and
 MD1959.adjusted by the NATIONAL GEODETIC SURVEY
 MD1959.in April 1995.
 MD1959
 MD1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1959.GEOID18 height accuracy estimate available here.
 MD1959
 MD1959.Click photographs - Photos may exist for this station.
 MD1959
 MD1959.The dynamic height is computed by dividing the NAVD 88
 MD1959.geopotential number by the normal gravity value computed on the
 MD1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1959.degrees latitude (g = 980.6199 gals.).
 MD1959
 MD1959.The modeled gravity was interpolated from observed gravity values.
 MD1959
 MD1959;                    North         East    Units  Estimated Accuracy
 MD1959;SPC IN E     -   664,790.       85,190.      MT  (+/- 180 meters Scaled)
 MD1959
 MD1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL969656(NAD 83)
 MD1959
 MD1959                          SUPERSEDED SURVEY CONTROL
 MD1959
 MD1959  NGVD 29 (01/19/93)  251.308  (m)          824.50   (f) ADJUSTED    1 2
 MD1959
 MD1959.Superseded values are not recommended for survey control.
 MD1959
 MD1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1959.See file dsdata.pdf to determine how the superseded data were derived.
 MD1959
 MD1959_MARKER: F = FLANGE-ENCASED ROD
 MD1959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1959_STAMPING: E 368 1992
 MD1959_MARK LOGO: NGS
 MD1959_PROJECTION: FLUSH
 MD1959_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1959+STABILITY: POSITION/ELEVATION WELL
 MD1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1959+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 MD1959_ROD/PIPE-DEPTH: 15.6 meters
 MD1959_SLEEVE-DEPTH  : 3.1 meters
 MD1959
 MD1959  HISTORY     - Date     Condition        Report By
 MD1959  HISTORY     - 1992     MONUMENTED       NGS
 MD1959  HISTORY     - 19930111 GOOD             NGS
 MD1959
 MD1959                          STATION DESCRIPTION
 MD1959
 MD1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1959'IN WARSAW, AT THE INTERSECTION OF SOUTH SCOTT STREET AND THE CONRAIL
 MD1959'RAILROAD, 63.5 M (208.3 FT) WEST OF THE STREET CENTER, 13.0 M
 MD1959'(42.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE WARSAW COMMUNITY
 MD1959'SCHOOLS MAINTENANCE SHOP AT 918 EAST MARKET STREET, 11.2 M (36.7 FT)
 MD1959'NORTH OF THE NEAR RAIL, 4.7 M (15.4 FT) 4.7 M (15.4 FT) NORTH OF AND
 MD1959'LEVEL WITH THE CENTER OF A STREET AND THE EXTENDED CENTER OF
 MD1959'JEFFERSON STREET, 1.1 M (3.6 FT) SOUTHWEST OF A CHAIN-LINK FENCE
 MD1959'CORNER, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 MD1959'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MD1959
 MD1959                          STATION RECOVERY (1993)
 MD1959
 MD1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1959'IN WARSAW, AT THE INTERSECTION OF SOUTH SCOTT STREET AND THE CONRAIL
 MD1959'RAILROAD, 63.5 M (208.3 FT) WEST OF THE STREET CENTER, 13.0 M (42.7
 MD1959'FT) SOUTH OF THE SOUTHEAST CORNER OF THE WARSAW COMMUNITY SCHOOLS
 MD1959'MAINTENACE SHOP AT 918 EAST MARKET STREET, 11.2 M (36.7 FT) NORTH OF
 MD1959'THE NEAR RAIL, 4.7 M (15.4 FT) NORTH OF AND LEVEL WITH THE CENTER OF A
 MD1959'STREET AND THE EXTENDED CENTER OF JEFFERSON STREET, 1.1 M (3.6 FT)
 MD1959'SOUTHWEST OF A CHAIN-LINK FENCE CORNER, AND 0.7 M (2.3 FT) SOUTH OF A
 MD1959'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM PONT IS THROUGH A
 MD1959'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1070 ***********************************************************************
 LA1070  DESIGNATION -  E 37
 LA1070  PID         -  LA1070
 LA1070  STATE/COUNTY-  IN/GRANT
 LA1070  COUNTRY     -  US
 LA1070  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1070
 LA1070                         *CURRENT SURVEY CONTROL
 LA1070  ______________________________________________________________________
 LA1070* NAD 83(1986) POSITION- 40 28 24.     (N) 085 27 17.     (W)   SCALED
 LA1070* NAVD 88 ORTHO HEIGHT -   282.105 (meters)      925.54  (feet) ADJUSTED
 LA1070  ______________________________________________________________________
 LA1070  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 LA1070  DYNAMIC HEIGHT  -        281.962 (meters)      925.07  (feet) COMP
 LA1070  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 LA1070
 LA1070  VERT ORDER      -  SECOND    CLASS 0
 LA1070
 LA1070.The horizontal coordinates were scaled from a map and have
 LA1070.an estimated accuracy of +/- 6 seconds.
 LA1070
 LA1070.The orthometric height was determined by differential leveling and
 LA1070.adjusted by the NATIONAL GEODETIC SURVEY
 LA1070.in June 1991.
 LA1070
 LA1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1070.GEOID18 height accuracy estimate available here.
 LA1070
 LA1070.Click photographs - Photos may exist for this station.
 LA1070
 LA1070.The dynamic height is computed by dividing the NAVD 88
 LA1070.geopotential number by the normal gravity value computed on the
 LA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1070.degrees latitude (g = 980.6199 gals.).
 LA1070
 LA1070.The modeled gravity was interpolated from observed gravity values.
 LA1070
 LA1070;                    North         East    Units  Estimated Accuracy
 LA1070;SPC IN E     -   580,100.      117,970.      MT  (+/- 180 meters Scaled)
 LA1070
 LA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK309814(NAD 83)
 LA1070
 LA1070                          SUPERSEDED SURVEY CONTROL
 LA1070
 LA1070  NGVD 29 (??/??/92)  282.238  (m)          925.98   (f) ADJ UNCH    2 0
 LA1070
 LA1070.Superseded values are not recommended for survey control.
 LA1070
 LA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1070.See file dsdata.pdf to determine how the superseded data were derived.
 LA1070
 LA1070_MARKER: DB = BENCH MARK DISK
 LA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1070_STAMPING: E 37 1934
 LA1070_MARK LOGO: CGS
 LA1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1070+STABILITY: SURFACE MOTION
 LA1070
 LA1070  HISTORY     - Date     Condition        Report By
 LA1070  HISTORY     - 1934     MONUMENTED       CGS
 LA1070
 LA1070                          STATION DESCRIPTION
 LA1070
 LA1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1070'2 MI E FROM UPLAND.
 LA1070'2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1070'AT UPLAND, GRANT COUNTY, 5 RAILS EAST OF A DIRT-ROAD CROSSING,
 LA1070'12.3 FEET SOUTH OF MILEPOST 143, OPPOSITE SECTION-LINE POST 12-11,
 LA1070'26.6 FEET SOUTH OF THE SOUTH RAIL, 3.8 FEET NORTH OF A WIRE FENCE,
 LA1070'AND 1.5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LA1070'STAMPED E 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8479 ***********************************************************************
 AH8479  DESIGNATION -  E 370
 AH8479  PID         -  AH8479
 AH8479  STATE/COUNTY-  IN/ELKHART
 AH8479  COUNTRY     -  US
 AH8479  USGS QUAD   -  CONSTANTINE (2017)
 AH8479
 AH8479                         *CURRENT SURVEY CONTROL
 AH8479  ______________________________________________________________________
 AH8479* NAD 83(2011) POSITION- 41 45 32.55567(N) 085 40 39.45142(W)   NO CHECK
 AH8479* NAD 83(2011) ELLIP HT-   212.602 (meters)        (06/27/12)   NO CHECK
 AH8479* NAD 83(2011) EPOCH   -  2010.00
 AH8479* NAVD 88 ORTHO HEIGHT -   245.890 (meters)      806.72  (feet) ADJUSTED
 AH8479  ______________________________________________________________________
 AH8479  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 AH8479  NAD 83(2011) X  -    359,130.947 (meters)                     COMP
 AH8479  NAD 83(2011) Y  - -4,751,471.037 (meters)                     COMP
 AH8479  NAD 83(2011) Z  -  4,225,818.827 (meters)                     COMP
 AH8479  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 AH8479  DYNAMIC HEIGHT  -        245.801 (meters)      806.43  (feet) COMP
 AH8479  MODELED GRAVITY -    980,253.7   (mgal)                       NAVD 88
 AH8479
 AH8479  VERT ORDER      -  FIRST     CLASS II
 AH8479
 AH8479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8479  Standards:
 AH8479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8479  -------------------------------------------------------------------
 AH8479  NETWORK    1.65   3.10           0.67   0.68   1.58      0.09478796
 AH8479  -------------------------------------------------------------------
 AH8479  Click here for local accuracies and other accuracy information.
 AH8479
 AH8479.The horizontal coordinates were established by GPS observations
 AH8479.and adjusted by the National Geodetic Survey in June 2012.
 AH8479
 AH8479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8479.been affixed to the stable North American tectonic plate. See 
 AH8479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8479
 AH8479.The horizontal coordinates are valid at the epoch date displayed above
 AH8479.which is a decimal equivalence of Year/Month/Day.
 AH8479
 AH8479.No horizontal observational check was made to the station.
 AH8479
 AH8479.The orthometric height was determined by differential leveling and
 AH8479.adjusted by the NATIONAL GEODETIC SURVEY
 AH8479.in March 2005.
 AH8479
 AH8479.No vertical observational check was made to the station.
 AH8479
 AH8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8479.GEOID18 height accuracy estimate available here.
 AH8479
 AH8479.Click photographs - Photos may exist for this station.
 AH8479
 AH8479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8479
 AH8479.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8479
 AH8479.The ellipsoidal height was determined by GPS observations
 AH8479.and is referenced to NAD 83.
 AH8479
 AH8479.The dynamic height is computed by dividing the NAVD 88
 AH8479.geopotential number by the normal gravity value computed on the
 AH8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8479.degrees latitude (g = 980.6199 gals.).
 AH8479
 AH8479.The modeled gravity was interpolated from observed gravity values.
 AH8479
 AH8479. The following values were computed from the NAD 83(2011) position.
 AH8479
 AH8479;                    North         East     Units Scale Factor Converg.
 AH8479;SPC IN E     -   722,855.738    99,088.674   MT  0.99996668   -0 00 26.3
 AH8479;SPC IN E     - 2,371,569.20    325,093.42   sFT  0.99996668   -0 00 26.3
 AH8479;UTM  16      - 4,623,868.583   609,929.225   MT  0.99974871   +0 52 50.8
 AH8479
 AH8479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8479!SPC IN E     -   0.99996666  x   0.99996668  =   0.99993334
 AH8479!UTM  16      -   0.99996666  x   0.99974871  =   0.99971537
 AH8479
 AH8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0992923868(NAD 83)
 AH8479
 AH8479                          SUPERSEDED SURVEY CONTROL
 AH8479
 AH8479  NAD 83(2007)-  41 45 32.55584(N)    085 40 39.45226(W) AD(2002.00) 1
 AH8479  ELLIP H (04/07/09)  212.624  (m)                       GP(2002.00) 3 1
 AH8479  NAD 83(1997)-  41 45 32.55570(N)    085 40 39.45209(W) AD(       ) 1
 AH8479  ELLIP H (02/05/07)  212.618  (m)                       GP(       ) 3 1
 AH8479  NAVD 88             245.89   (m)          806.7    (f) LEVELING    3  
 AH8479
 AH8479.Superseded values are not recommended for survey control.
 AH8479
 AH8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8479.See file dsdata.pdf to determine how the superseded data were derived.
 AH8479
 AH8479_MARKER: F = FLANGE-ENCASED ROD
 AH8479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8479_STAMPING: E 370 1992
 AH8479_MARK LOGO: NGS
 AH8479_PROJECTION: RECESSED 5 CENTIMETERS
 AH8479_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8479+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2022
 AH8479_ROD/PIPE-DEPTH: 25.6 meters
 AH8479
 AH8479  HISTORY     - Date     Condition        Report By
 AH8479  HISTORY     - 1992     MONUMENTED       NGS
 AH8479  HISTORY     - 20010529 GOOD             NGS
 AH8479  HISTORY     - 20061109 GOOD             WOOLPT
 AH8479  HISTORY     - 20110706 GOOD             INDIV
 AH8479  HISTORY     - 20221219 GOOD             MIDT
 AH8479
 AH8479                          STATION DESCRIPTION
 AH8479
 AH8479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8479'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8479'U.S. HIGHWAY 12 IN WHITE PIGEON, MICHIGAN, AT THE MICHIGAN-INDIANA
 AH8479'STATE LINE, 38.7 M (127.0 FT) NORTHEAST OF THE NORTH CORNER OF DICKS
 AH8479'AUTO PARTS, 32.5 M (106.6 FT) WEST-NORTHWEST OF AND LEVEL WITH THE
 AH8479'HIGHWAY CENTERLINE, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF THE SOUTH
 AH8479'DRIVEWAY LEADING TO THE PLAZA MOTEL, 0.6 M (2.0 FT) SOUTHWEST OF A
 AH8479'WITNESS POST, AND 0.5 M (1.6 FT) SOUTH OF A SPLIT RAIL FENCE.
 AH8479'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8479
 AH8479                          STATION RECOVERY (2001)
 AH8479
 AH8479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8479'RECOVERED AS DESCRIBED.
 AH8479
 AH8479                          STATION RECOVERY (2006)
 AH8479
 AH8479'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 AH8479'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AH8479
 AH8479                          STATION RECOVERY (2011)
 AH8479
 AH8479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 AH8479'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 AH8479
 AH8479                          STATION RECOVERY (2022)
 AH8479
 AH8479'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2022 (JB)
 AH8479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7511 ***********************************************************************
 DR7511  DESIGNATION -  E 375
 DR7511  PID         -  DR7511
 DR7511  STATE/COUNTY-  IN/ELKHART
 DR7511  COUNTRY     -  US
 DR7511  USGS QUAD   -  GOSHEN (2019)
 DR7511
 DR7511                         *CURRENT SURVEY CONTROL
 DR7511  ______________________________________________________________________
 DR7511* NAD 83(1986) POSITION- 41 35 56.16   (N) 085 45 01.77   (W)   HD_HELD1
 DR7511* NAVD 88 ORTHO HEIGHT -   260.274 (meters)      853.92  (feet) ADJUSTED
 DR7511  ______________________________________________________________________
 DR7511  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 DR7511  DYNAMIC HEIGHT  -        260.173 (meters)      853.58  (feet) COMP
 DR7511  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 DR7511
 DR7511  VERT ORDER      -  SECOND    CLASS I
 DR7511
 DR7511.The horizontal coordinates were determined by differentially corrected
 DR7511.hand held GPS observations or other comparable positioning techniques
 DR7511.and have an estimated accuracy of +/- 3 meters.
 DR7511
 DR7511.The orthometric height was determined by differential leveling and
 DR7511.adjusted by the NATIONAL GEODETIC SURVEY
 DR7511.in March 2022.
 DR7511
 DR7511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7511.GEOID18 height accuracy estimate available here.
 DR7511
 DR7511.Click photographs - Photos may exist for this station.
 DR7511
 DR7511.The dynamic height is computed by dividing the NAVD 88
 DR7511.geopotential number by the normal gravity value computed on the
 DR7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7511.degrees latitude (g = 980.6199 gals.).
 DR7511
 DR7511.The modeled gravity was interpolated from observed gravity values.
 DR7511
 DR7511;                    North         East    Units  Estimated Accuracy
 DR7511;SPC IN E     -   705,076.7      93,011.8     MT  (+/- 3 meters HH1 GPS) 
 DR7511
 DR7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0412906001(NAD 83)
 DR7511
 DR7511                          SUPERSEDED SURVEY CONTROL
 DR7511
 DR7511.No superseded survey control is available for this station.
 DR7511
 DR7511_MARKER: F = FLANGE-ENCASED ROD
 DR7511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7511_STAMPING: E 375 2018
 DR7511_MARK LOGO: NONE
 DR7511_PROJECTION: RECESSED 8 CENTIMETERS
 DR7511_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7511+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 DR7511_ROD/PIPE-DEPTH: 5.3 meters
 DR7511_SLEEVE-DEPTH  : 0.9 meters
 DR7511
 DR7511  HISTORY     - Date     Condition        Report By
 DR7511  HISTORY     - 20180605 MONUMENTED       INDOT
 DR7511
 DR7511                          STATION DESCRIPTION
 DR7511
 DR7511'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7511'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF
 DR7511'MIDDLEBURY, 5.7 MI (9.2 KM) NORTH-NORTHWEST OF MILLERSBURG AND 4.5 MI
 DR7511'(7.2 KM) EAST-NORTHEAST OF GOSHEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7511'
 DR7511'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST LINCOLN AVENUE
 DR7511'(AKA STATE ROAD 4) IN THE TOWN OF GOSHEN, TRAVEL EAST AND NORTHEAST
 DR7511'4.52 MI (7.27 KM) ALONG EAST LINCOLN AVENUE TO THE MONUMENT ON THE
 DR7511'RIGHT (SOUTH) SIDE OF THE ROAD, ON THE OPPOSITE SIDE OF THE ROAD FROM
 DR7511'14915 STATE ROAD 4.
 DR7511'
 DR7511'THE STATION IS FLUSH WITH THE GROUND AND IS AT THE TOE OF SLOPE,
 DR7511'APPROXIMATELY 30 FT (9.1 M) SOUTH OF THE ROAD CENTERLINE.  IT IS
 DR7511'LOCATED 54.23 FT (16.5 M) EAST-NORTHEAST OF A MAG NAIL SET IN THE
 DR7511'NORTHEAST FACE OF POWER POLE 1-064-022, 83.63 FT (25.5 M) SOUTHEAST OF
 DR7511'A MAG NAIL SET IN A WOOD CORNER POST, 132.77 FT (40.5 M)
 DR7511'WEST-SOUTHWEST OF A MAG NAIL SET IN THE WEST FACE OF POWER POLE
 DR7511'1-064-023 AND 25.72 FT (7.8 M) WEST- NORTHWEST OF A MAG NAIL SET IN A
 DR7511'WOOD GATEPOST.
 DR7511'
 DR7511'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7511'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7536 ***********************************************************************
 DR7536  DESIGNATION -  E 376
 DR7536  PID         -  DR7536
 DR7536  STATE/COUNTY-  IN/LAGRANGE
 DR7536  COUNTRY     -  US
 DR7536  USGS QUAD   -  LAGRANGE (2019)
 DR7536
 DR7536                         *CURRENT SURVEY CONTROL
 DR7536  ______________________________________________________________________
 DR7536* NAD 83(1986) POSITION- 41 38 28.76   (N) 085 25 33.48   (W)   HD_HELD1
 DR7536* NAVD 88 ORTHO HEIGHT -   286.698 (meters)      940.61  (feet) ADJUSTED
 DR7536  ______________________________________________________________________
 DR7536  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 DR7536  DYNAMIC HEIGHT  -        286.588 (meters)      940.25  (feet) COMP
 DR7536  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 DR7536
 DR7536  VERT ORDER      -  SECOND    CLASS I
 DR7536
 DR7536.The horizontal coordinates were determined by differentially corrected
 DR7536.hand held GPS observations or other comparable positioning techniques
 DR7536.and have an estimated accuracy of +/- 3 meters.
 DR7536
 DR7536.The orthometric height was determined by differential leveling and
 DR7536.adjusted by the NATIONAL GEODETIC SURVEY
 DR7536.in March 2022.
 DR7536
 DR7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7536.GEOID18 height accuracy estimate available here.
 DR7536
 DR7536.Click photographs - Photos may exist for this station.
 DR7536
 DR7536.The dynamic height is computed by dividing the NAVD 88
 DR7536.geopotential number by the normal gravity value computed on the
 DR7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7536.degrees latitude (g = 980.6199 gals.).
 DR7536
 DR7536.The modeled gravity was interpolated from observed gravity values.
 DR7536
 DR7536;                    North         East    Units  Estimated Accuracy
 DR7536;SPC IN E     -   709,809.1     120,053.1     MT  (+/- 3 meters HH1 GPS) 
 DR7536
 DR7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3108911150(NAD 83)
 DR7536
 DR7536                          SUPERSEDED SURVEY CONTROL
 DR7536
 DR7536.No superseded survey control is available for this station.
 DR7536
 DR7536_MARKER: DD = SURVEY DISK
 DR7536_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7536+WITH SETTING: PAVEMENT
 DR7536_SP_SET: SIGN FOUNDATION
 DR7536_STAMPING: 2018 E 376
 DR7536_MARK LOGO: INDOT
 DR7536_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7536+STABILITY: SURFACE MOTION
 DR7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7536+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2018
 DR7536
 DR7536  HISTORY     - Date     Condition        Report By
 DR7536  HISTORY     - 20180622 MONUMENTED       INDOT
 DR7536
 DR7536                          STATION DESCRIPTION
 DR7536
 DR7536'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7536'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DR7536'SHIPSHEWANA, 8.1 MI (13.0 KM) WEST-SOUTHWEST OF MONGO AND IN THE TOWN
 DR7536'OF LAGRANGE, IN.
 DR7536'
 DR7536'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7536'LAGRANGE, TRAVEL WEST 0.42 MI (0.68 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7536'MONUMENT ON THE LEFT(SOUTH) SIDE OF THE ROAD ON THE BP SIGN
 DR7536'FOUNDATION.
 DR7536'
 DR7536'THE STATION IS APPROXIMATELY 30 FT (9.1 M) EAST OF THE EAST EDGE OF
 DR7536'THE NORTH ACCESS DRIVE AND APPROXIMATELY 42 FT (12.8 M) SOUTH OF THE
 DR7536'ROAD CENTERLINE.  IT IS LOCATED 114.96 FT (35.0 M) EAST OF THE
 DR7536'NORTHEAST CORNER OF AN ALUMINUM BUILDING, 1.96 FT (0.6 M) SOUTHEAST OF
 DR7536'THE NORTHWEST CORNER OF A CONCRETE SIGN BASE, 15.33 FT (4.7 M)
 DR7536'SOUTHEAST OF A MAG NAIL SET IN THE SOUTHEAST FACE OF POWER POLE
 DR7536'1075-039 AND 1.91 FT (0.6 M) SOUTHWEST OF THE NORTHEAST CORNER OF A
 DR7536'CONCRETE SIGN BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7561 ***********************************************************************
 DR7561  DESIGNATION -  E 377
 DR7561  PID         -  DR7561
 DR7561  STATE/COUNTY-  IN/STEUBEN
 DR7561  COUNTRY     -  US
 DR7561  USGS QUAD   -  ANGOLA WEST (2019)
 DR7561
 DR7561                         *CURRENT SURVEY CONTROL
 DR7561  ______________________________________________________________________
 DR7561* NAD 83(1986) POSITION- 41 38 05.75   (N) 085 01 58.48   (W)   HD_HELD1
 DR7561* NAVD 88 ORTHO HEIGHT -   317.134 (meters)     1040.46  (feet) ADJUSTED
 DR7561  ______________________________________________________________________
 DR7561  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 DR7561  DYNAMIC HEIGHT  -        317.014 (meters)     1040.07  (feet) COMP
 DR7561  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 DR7561
 DR7561  VERT ORDER      -  SECOND    CLASS I
 DR7561
 DR7561.The horizontal coordinates were determined by differentially corrected
 DR7561.hand held GPS observations or other comparable positioning techniques
 DR7561.and have an estimated accuracy of +/- 3 meters.
 DR7561
 DR7561.The orthometric height was determined by differential leveling and
 DR7561.adjusted by the NATIONAL GEODETIC SURVEY
 DR7561.in March 2022.
 DR7561
 DR7561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7561.GEOID18 height accuracy estimate available here.
 DR7561
 DR7561.Click photographs - Photos may exist for this station.
 DR7561
 DR7561.The dynamic height is computed by dividing the NAVD 88
 DR7561.geopotential number by the normal gravity value computed on the
 DR7561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7561.degrees latitude (g = 980.6199 gals.).
 DR7561
 DR7561.The modeled gravity was interpolated from observed gravity values.
 DR7561
 DR7561;                    North         East    Units  Estimated Accuracy
 DR7561;SPC IN E     -   709,265.3     152,804.5     MT  (+/- 3 meters HH1 GPS) 
 DR7561
 DR7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6384111113(NAD 83)
 DR7561
 DR7561                          SUPERSEDED SURVEY CONTROL
 DR7561
 DR7561.No superseded survey control is available for this station.
 DR7561
 DR7561_MARKER: F = FLANGE-ENCASED ROD
 DR7561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7561_STAMPING: E 377 2018
 DR7561_MARK LOGO: NONE
 DR7561_PROJECTION: RECESSED 8 CENTIMETERS
 DR7561_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7561+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DR7561_ROD/PIPE-DEPTH: 14.3 meters
 DR7561_SLEEVE-DEPTH  : 0.9 meters
 DR7561
 DR7561  HISTORY     - Date     Condition        Report By
 DR7561  HISTORY     - 20180716 MONUMENTED       INDOT
 DR7561
 DR7561                          STATION DESCRIPTION
 DR7561
 DR7561'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7561'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF HAMILTON, 7.6
 DR7561'MI (12.2 KM) NORTH-NORTHEAST OF ASHLEY AND 1.7 MI (2.7 KM) WEST OF
 DR7561'ANGOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7561'
 DR7561'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 (AKA WEST MAUMEE
 DR7561'STREET) AND INTERSTATE 69, TRAVEL EAST 0.78 MI (1.26 KM) ALONG U.S.
 DR7561'HIGHWAY 20 TO THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD,
 DR7561'LOCATED WEST OF THE PRIVATE DRIVEWAY FOR 2295 WEST MAUMEE STREET.
 DR7561'
 DR7561'THE STATION IS FLUSH WITH THE GROUND, 37 FT (11.3 M) SOUTH OF THE
 DR7561'APPROXIMATE ROAD CENTERLINE AND 14 FT (4.3 M) WEST OF THE APPROXIMATE
 DR7561'CENTERLINE OF THE GRAVEL DRIVE FOR 2295 WEST MAUMEE STREET.  IT IS
 DR7561'LOCATED 96.61 FT (29.4 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 DR7561'METAL GARAGE AND 56.72 FT (17.3 M) NORTHEAST OF A MAG NAIL SET IN THE
 DR7561'NORTHEAST FACE OF POWER POLE 475-096.
 DR7561'
 DR7561'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7561'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7588 ***********************************************************************
 DR7588  DESIGNATION -  E 378
 DR7588  PID         -  DR7588
 DR7588  STATE/COUNTY-  IN/LAGRANGE
 DR7588  COUNTRY     -  US
 DR7588  USGS QUAD   -  STROH (2019)
 DR7588
 DR7588                         *CURRENT SURVEY CONTROL
 DR7588  ______________________________________________________________________
 DR7588* NAD 83(1986) POSITION- 41 36 22.39   (N) 085 12 15.04   (W)   HD_HELD1
 DR7588* NAVD 88 ORTHO HEIGHT -   303.671 (meters)      996.29  (feet) ADJUSTED
 DR7588  ______________________________________________________________________
 DR7588  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 DR7588  DYNAMIC HEIGHT  -        303.554 (meters)      995.91  (feet) COMP
 DR7588  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 DR7588
 DR7588  VERT ORDER      -  SECOND    CLASS I
 DR7588
 DR7588.The horizontal coordinates were determined by differentially corrected
 DR7588.hand held GPS observations or other comparable positioning techniques
 DR7588.and have an estimated accuracy of +/- 3 meters.
 DR7588
 DR7588.The orthometric height was determined by differential leveling and
 DR7588.adjusted by the NATIONAL GEODETIC SURVEY
 DR7588.in March 2022.
 DR7588
 DR7588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7588.GEOID18 height accuracy estimate available here.
 DR7588
 DR7588.Click photographs - Photos may exist for this station.
 DR7588
 DR7588.The dynamic height is computed by dividing the NAVD 88
 DR7588.geopotential number by the normal gravity value computed on the
 DR7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7588.degrees latitude (g = 980.6199 gals.).
 DR7588
 DR7588.The modeled gravity was interpolated from observed gravity values.
 DR7588
 DR7588;                    North         East    Units  Estimated Accuracy
 DR7588;SPC IN E     -   705,985.9     138,551.6     MT  (+/- 3 meters HH1 GPS) 
 DR7588
 DR7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4964207614(NAD 83)
 DR7588
 DR7588                          SUPERSEDED SURVEY CONTROL
 DR7588
 DR7588.No superseded survey control is available for this station.
 DR7588
 DR7588_MARKER: F = FLANGE-ENCASED ROD
 DR7588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7588_STAMPING: E 378 2018
 DR7588_MARK LOGO: NONE
 DR7588_PROJECTION: RECESSED 8 CENTIMETERS
 DR7588_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7588+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2018
 DR7588_ROD/PIPE-DEPTH: 10.7 meters
 DR7588_SLEEVE-DEPTH  : 0.9 meters
 DR7588
 DR7588  HISTORY     - Date     Condition        Report By
 DR7588  HISTORY     - 20180803 MONUMENTED       INDOT
 DR7588
 DR7588                          STATION DESCRIPTION
 DR7588
 DR7588'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7588'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF ORLAND, 6.7 MI
 DR7588'(10.8 KM) SOUTHEAST OF MONGO AND 1.7 MI (2.7 KM) NORTH OF STROH.
 DR7588'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7588'
 DR7588'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7588'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7588'327 TO COUNTY ROAD WEST 250 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 1.81
 DR7588'MI (2.91 KM) ALONG COUNTY ROAD WEST 250 SOUTH (WHICH BECOMES COUNTY
 DR7588'ROAD EAST 275 SOUTH) TO THE MONUMENT ON THE LEFT (SOUTH) SIDE OF THE
 DR7588'ROAD, LOCATED NEAR THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 DR7588'COUNTY ROAD EAST 275 SOUTH AND COUNTY ROAD SOUTH 1050 EAST.
 DR7588'
 DR7588'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED 23 FT (7.0 M) EAST
 DR7588'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD SOUTH 1150 EAST, 61 FT
 DR7588'(18.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 275
 DR7588'SOUTH, 99.95 FT (30.5 M) SOUTH-SOUTHWEST OF A MAG NAIL SET IN THE
 DR7588'SOUTH FACE OF A 30 INCH (76 CM) TREE AND 11.47 FT (3.5 M) SOUTHWEST OF
 DR7588'A MAG NAIL SET IN THE WEST FACE OF POWER POLE NUMBER 20095.
 DR7588'
 DR7588'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7588'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0330 ***********************************************************************
 LA0330  DESIGNATION -  E 38
 LA0330  PID         -  LA0330
 LA0330  STATE/COUNTY-  IN/JAY
 LA0330  COUNTRY     -  US
 LA0330  USGS QUAD   -  PORTLAND (2019)
 LA0330
 LA0330                         *CURRENT SURVEY CONTROL
 LA0330  ______________________________________________________________________
 LA0330* NAD 83(1986) POSITION- 40 25 05.     (N) 084 55 47.     (W)   SCALED
 LA0330* NAVD 88 ORTHO HEIGHT -   281.907 (meters)      924.89  (feet) ADJUSTED
 LA0330  ______________________________________________________________________
 LA0330  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 LA0330  DYNAMIC HEIGHT  -        281.768 (meters)      924.43  (feet) COMP
 LA0330  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LA0330
 LA0330  VERT ORDER      -  SECOND    CLASS 0
 LA0330
 LA0330.The horizontal coordinates were scaled from a map and have
 LA0330.an estimated accuracy of +/- 6 seconds.
 LA0330
 LA0330.The orthometric height was determined by differential leveling and
 LA0330.adjusted by the NATIONAL GEODETIC SURVEY
 LA0330.in June 1991.
 LA0330
 LA0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0330.GEOID18 height accuracy estimate available here.
 LA0330
 LA0330.Click photographs - Photos may exist for this station.
 LA0330
 LA0330.The dynamic height is computed by dividing the NAVD 88
 LA0330.geopotential number by the normal gravity value computed on the
 LA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0330.degrees latitude (g = 980.6199 gals.).
 LA0330
 LA0330.The modeled gravity was interpolated from observed gravity values.
 LA0330
 LA0330;                    North         East    Units  Estimated Accuracy
 LA0330;SPC IN E     -   574,200.      162,540.      MT  (+/- 180 meters Scaled)
 LA0330
 LA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK756762(NAD 83)
 LA0330
 LA0330                          SUPERSEDED SURVEY CONTROL
 LA0330
 LA0330  NGVD 29 (??/??/92)  282.061  (m)          925.40   (f) ADJ UNCH    2 0
 LA0330
 LA0330.Superseded values are not recommended for survey control.
 LA0330
 LA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0330.See file dsdata.pdf to determine how the superseded data were derived.
 LA0330
 LA0330_MARKER: DB = BENCH MARK DISK
 LA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0330_STAMPING: E 38 1934
 LA0330_MARK LOGO: CGS
 LA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0330+STABILITY: SURFACE MOTION
 LA0330
 LA0330  HISTORY     - Date     Condition        Report By
 LA0330  HISTORY     - 1934     MONUMENTED       CGS
 LA0330  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA0330
 LA0330                          STATION DESCRIPTION
 LA0330
 LA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0330'2.9 MI E FROM PORTLAND.
 LA0330'2.9 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA0330'FROM THE STATION AT PORTLAND, JAY COUNTY, 11 RAILS WEST OF MILEPOST
 LA0330'P 273-S 143, 14.9 FEET SOUTH OF THE SOUTH RAIL, 12.8 FEET NORTH
 LA0330'OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LA0330'A STANDARD DISK, STAMPED E 38 1934 AND SET IN THE TOP OF A CONCRETE
 LA0330'POST.  NOTE-- FROM THE DESCRIPTION IT WAS IMPOSSIBLE TO FIND.
 LA0330
 LA0330                          STATION RECOVERY (1960)
 LA0330
 LA0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0247 ***********************************************************************
 LA0247  DESIGNATION -  E 39
 LA0247  PID         -  LA0247
 LA0247  STATE/COUNTY-  IN/RANDOLPH
 LA0247  COUNTRY     -  US
 LA0247  USGS QUAD   -  WINCHESTER (2019)
 LA0247
 LA0247                         *CURRENT SURVEY CONTROL
 LA0247  ______________________________________________________________________
 LA0247* NAD 83(1986) POSITION- 40 10 32.     (N) 084 56 19.     (W)   SCALED
 LA0247* NAVD 88 ORTHO HEIGHT -   335.962 (meters)     1102.24  (feet) ADJUSTED
 LA0247  ______________________________________________________________________
 LA0247  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 LA0247  DYNAMIC HEIGHT  -        335.784 (meters)     1101.65  (feet) COMP
 LA0247  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 LA0247
 LA0247  VERT ORDER      -  SECOND    CLASS 0
 LA0247
 LA0247.The horizontal coordinates were scaled from a map and have
 LA0247.an estimated accuracy of +/- 6 seconds.
 LA0247
 LA0247.The orthometric height was determined by differential leveling and
 LA0247.adjusted by the NATIONAL GEODETIC SURVEY
 LA0247.in June 1991.
 LA0247
 LA0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0247.GEOID18 height accuracy estimate available here.
 LA0247
 LA0247.Click photographs - Photos may exist for this station.
 LA0247
 LA0247.The dynamic height is computed by dividing the NAVD 88
 LA0247.geopotential number by the normal gravity value computed on the
 LA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0247.degrees latitude (g = 980.6199 gals.).
 LA0247
 LA0247.The modeled gravity was interpolated from observed gravity values.
 LA0247
 LA0247;                    North         East    Units  Estimated Accuracy
 LA0247;SPC IN E     -   547,260.      162,010.      MT  (+/- 180 meters Scaled)
 LA0247
 LA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK755492(NAD 83)
 LA0247
 LA0247                          SUPERSEDED SURVEY CONTROL
 LA0247
 LA0247  NGVD 29 (??/??/92)  336.11   (m)         1102.7    (f) COMPUTED    2 0
 LA0247
 LA0247.Superseded values are not recommended for survey control.
 LA0247
 LA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0247.See file dsdata.pdf to determine how the superseded data were derived.
 LA0247
 LA0247_MARKER: DB = BENCH MARK DISK
 LA0247_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0247+WITH SETTING: PAVEMENT
 LA0247_SP_SET: SIGNAL BASE
 LA0247_STAMPING: E 39 1934
 LA0247_MARK LOGO: CGS
 LA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0247+STABILITY: SURFACE MOTION
 LA0247
 LA0247  HISTORY     - Date     Condition        Report By
 LA0247  HISTORY     - 1934     MONUMENTED       CGS
 LA0247
 LA0247                          STATION DESCRIPTION
 LA0247
 LA0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0247'1.9 MI E FROM WINCHESTER.
 LA0247'1.9 MILES EAST OF STATION BY RAIL ALONG THE CLEVELAND, CINCINNATI,
 LA0247'CHICAGO AND ST. LOUIS RAILROAD, IN TOP OF NORTHWEST CORNER OF
 LA0247'CONCRETE BASE OF SIGNAL 3052, 4 RAILS WEST OF DIRT ROAD CROSSING,
 LA0247'AT TELEPHONE POLE 205/46, 7.0 FEET SOUTH OF SOUTH RAIL, 1 FOOT
 LA0247'ABOVE TOP OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0248 ***********************************************************************
 LA0248  DESIGNATION -  E 39 RESET
 LA0248  PID         -  LA0248
 LA0248  STATE/COUNTY-  IN/RANDOLPH
 LA0248  COUNTRY     -  US
 LA0248  USGS QUAD   -  WINCHESTER (2019)
 LA0248
 LA0248                         *CURRENT SURVEY CONTROL
 LA0248  ______________________________________________________________________
 LA0248* NAD 83(1986) POSITION- 40 10 32.     (N) 084 56 19.     (W)   SCALED
 LA0248* NAVD 88 ORTHO HEIGHT -   335.08  (meters)     1099.3   (feet) RESET
 LA0248  ______________________________________________________________________
 LA0248  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 LA0248  VERT ORDER      -  THIRD
 LA0248
 LA0248.The horizontal coordinates were scaled from a map and have
 LA0248.an estimated accuracy of +/- 6 seconds.
 LA0248
 LA0248.The orthometric height was computed from unverified reset data.
 LA0248
 LA0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0248.GEOID18 height accuracy estimate available here.
 LA0248
 LA0248.Click photographs - Photos may exist for this station.
 LA0248
 LA0248;                    North         East    Units  Estimated Accuracy
 LA0248;SPC IN E     -   547,260.      162,010.      MT  (+/- 180 meters Scaled)
 LA0248
 LA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK755492(NAD 83)
 LA0248
 LA0248                          SUPERSEDED SURVEY CONTROL
 LA0248
 LA0248  NGVD 29 (??/??/??)  335.23   (m)         1099.8    (f) RESET       3  
 LA0248
 LA0248.Superseded values are not recommended for survey control.
 LA0248
 LA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0248.See file dsdata.pdf to determine how the superseded data were derived.
 LA0248
 LA0248_MARKER: DB = BENCH MARK DISK
 LA0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0248_STAMPING: E 39 RESET 1950
 LA0248_MARK LOGO: CGS
 LA0248_MAGNETIC: P = MARKER IS A STEEL PIPE
 LA0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0248
 LA0248  HISTORY     - Date     Condition        Report By
 LA0248  HISTORY     - 1950     MONUMENTED       NYCRR
 LA0248
 LA0248                          STATION DESCRIPTION
 LA0248
 LA0248'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1950
 LA0248'1.9 MI E FROM WINCHESTER.
 LA0248'1.9 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0248'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, RANDOLPH COUNTY,
 LA0248'4 RAILS WEST OF A DIRT-ROAD CROSSING, AT POLE 205/46, 26 FEET
 LA0248'SOUTH OF THE SOUTH RAIL, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 LA0248'SET IN THE TOP OF A 6-INCH STEEL PIPE FILLED WITH CONCRETE.
 LA0248'NOTE-- ELEVATION OF THIS MARK IS QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0282 ***********************************************************************
 KA0282  DESIGNATION -  E 4
 KA0282  PID         -  KA0282
 KA0282  STATE/COUNTY-  IN/MARION
 KA0282  COUNTRY     -  US
 KA0282  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0282
 KA0282                         *CURRENT SURVEY CONTROL
 KA0282  ______________________________________________________________________
 KA0282* NAD 83(1986) POSITION- 39 47 32.     (N) 086 07 12.     (W)   SCALED
 KA0282* NAVD 88 ORTHO HEIGHT -   231.133 (meters)      758.31  (feet) ADJUSTED
 KA0282  ______________________________________________________________________
 KA0282  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 KA0282  DYNAMIC HEIGHT  -        231.005 (meters)      757.89  (feet) COMP
 KA0282  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 KA0282
 KA0282  VERT ORDER      -  FIRST     CLASS II
 KA0282
 KA0282.The horizontal coordinates were scaled from a map and have
 KA0282.an estimated accuracy of +/- 6 seconds.
 KA0282
 KA0282.The orthometric height was determined by differential leveling and
 KA0282.adjusted by the NATIONAL GEODETIC SURVEY
 KA0282.in June 1991.
 KA0282
 KA0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0282.GEOID18 height accuracy estimate available here.
 KA0282
 KA0282.Click photographs - Photos may exist for this station.
 KA0282
 KA0282.The dynamic height is computed by dividing the NAVD 88
 KA0282.geopotential number by the normal gravity value computed on the
 KA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0282.degrees latitude (g = 980.6199 gals.).
 KA0282
 KA0282.The modeled gravity was interpolated from observed gravity values.
 KA0282
 KA0282;                    North         East    Units  Estimated Accuracy
 KA0282;SPC IN E     -   504,550.       61,170.      MT  (+/- 180 meters Scaled)
 KA0282
 KA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK753050(NAD 83)
 KA0282
 KA0282                          SUPERSEDED SURVEY CONTROL
 KA0282
 KA0282  NGVD 29 (??/??/92)  231.273  (m)          758.77   (f) ADJ UNCH    1 2
 KA0282
 KA0282.Superseded values are not recommended for survey control.
 KA0282
 KA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0282.See file dsdata.pdf to determine how the superseded data were derived.
 KA0282
 KA0282_MARKER: DB = BENCH MARK DISK
 KA0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0282_SP_SET: OVERPASS
 KA0282_STAMPING: E 4
 KA0282_MARK LOGO: CGS
 KA0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0282+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2022
 KA0282
 KA0282  HISTORY     - Date     Condition        Report By
 KA0282  HISTORY     - 1916     MONUMENTED       CGS
 KA0282  HISTORY     - 1947     GOOD             CGS
 KA0282  HISTORY     - 20120621 GOOD             PROFLN
 KA0282  HISTORY     - 20220728 GOOD             LOCSUR
 KA0282
 KA0282                          STATION DESCRIPTION
 KA0282
 KA0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0282'AT INDIANAPOLIS.
 KA0282'AT INDIANAPOLIS, ABOUT 3.25 MILES NORTH ALONG THE NEW YORK
 KA0282'CENTRAL RAILROAD FROM THE UNION STATION, AT THE RAILROAD OVER
 KA0282'PASS OVER TACOMA AVENUE, SET IN THE TOP OF THE NORTHWEST WING
 KA0282'WALL OF THE OVER PASS, 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 KA0282'24 FEET SOUTHWEST OF POLE 280/35, 6 INCHES NORTHWEST OF THE
 KA0282'CONCRETE HEAD WALL, AND ABOUT 2.5 FEET BELOW THE TRACK.
 KA0282
 KA0282                          STATION RECOVERY (2012)
 KA0282
 KA0282'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2012 (NHH)
 KA0282'RECOVERED AS DESCRIBED, USE CAUTION, RAILROAD BALAST IS VERY LOOSE, 15
 KA0282'FT. FALL IF YOU SLIP.
 KA0282
 KA0282                          STATION RECOVERY (2022)
 KA0282
 KA0282'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2022 (MN)
 KA0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1052 ***********************************************************************
 LA1052  DESIGNATION -  E 40
 LA1052  PID         -  LA1052
 LA1052  STATE/COUNTY-  IN/RANDOLPH
 LA1052  COUNTRY     -  US
 LA1052  USGS QUAD   -  FARMLAND (2019)
 LA1052
 LA1052                         *CURRENT SURVEY CONTROL
 LA1052  ______________________________________________________________________
 LA1052* NAD 83(1986) POSITION- 40 08 40.     (N) 085 07 39.     (W)   SCALED
 LA1052* NAVD 88 ORTHO HEIGHT -   317.593 (meters)     1041.97  (feet) ADJUSTED
 LA1052  ______________________________________________________________________
 LA1052  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 LA1052  DYNAMIC HEIGHT  -        317.422 (meters)     1041.41  (feet) COMP
 LA1052  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LA1052
 LA1052  VERT ORDER      -  SECOND    CLASS 0
 LA1052
 LA1052.The horizontal coordinates were scaled from a map and have
 LA1052.an estimated accuracy of +/- 6 seconds.
 LA1052
 LA1052.The orthometric height was determined by differential leveling and
 LA1052.adjusted by the NATIONAL GEODETIC SURVEY
 LA1052.in June 1991.
 LA1052
 LA1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1052.GEOID18 height accuracy estimate available here.
 LA1052
 LA1052.Click photographs - Photos may exist for this station.
 LA1052
 LA1052.The dynamic height is computed by dividing the NAVD 88
 LA1052.geopotential number by the normal gravity value computed on the
 LA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1052.degrees latitude (g = 980.6199 gals.).
 LA1052
 LA1052.The modeled gravity was interpolated from observed gravity values.
 LA1052
 LA1052;                    North         East    Units  Estimated Accuracy
 LA1052;SPC IN E     -   543,700.      145,940.      MT  (+/- 180 meters Scaled)
 LA1052
 LA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK595454(NAD 83)
 LA1052
 LA1052                          SUPERSEDED SURVEY CONTROL
 LA1052
 LA1052  NGVD 29 (??/??/92)  317.731  (m)         1042.42   (f) ADJ UNCH    2 0
 LA1052
 LA1052.Superseded values are not recommended for survey control.
 LA1052
 LA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1052.See file dsdata.pdf to determine how the superseded data were derived.
 LA1052
 LA1052_MARKER: DB = BENCH MARK DISK
 LA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1052_STAMPING: E 40 1934
 LA1052_MARK LOGO: CGS
 LA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1052+STABILITY: SURFACE MOTION
 LA1052
 LA1052  HISTORY     - Date     Condition        Report By
 LA1052  HISTORY     - 1934     MONUMENTED       CGS
 LA1052  HISTORY     - 1950     GOOD             CGS
 LA1052
 LA1052                          STATION DESCRIPTION
 LA1052
 LA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LA1052'2.9 MI S FROM FARMLAND.
 LA1052'2.9 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1052'FARMLAND, RANDOLPH COUNTY, 0.4 MILE NORTH OF AN IRON-GIRDER BRIDGE
 LA1052'OVER A CREEK, SOUTH OF A ROAD LEADING TO THE A.F. LAMB FARM, IN A
 LA1052'LOT NORTH OF THE NORTHEAST CORNER OF THE YARD OF AN OLD BARN, 56
 LA1052'FEET SOUTH OF A FENCE CORNER, 28.9 FEET WEST OF THE CENTERLINE
 LA1052'OF THE HIGHWAY, 21 FEET SOUTHEAST OF A 10-INCH CEDAR TREE, AND
 LA1052'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 40 1934 AND
 LA1052'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1013 ***********************************************************************
 LA1013  DESIGNATION -  E 41
 LA1013  PID         -  LA1013
 LA1013  STATE/COUNTY-  IN/DELAWARE
 LA1013  COUNTRY     -  US
 LA1013  USGS QUAD   -  MUNCIE EAST (2019)
 LA1013
 LA1013                         *CURRENT SURVEY CONTROL
 LA1013  ______________________________________________________________________
 LA1013* NAD 83(1986) POSITION- 40 11 31.     (N) 085 22 03.     (W)   SCALED
 LA1013* NAVD 88 ORTHO HEIGHT -   291.787 (meters)      957.30  (feet) ADJUSTED
 LA1013  ______________________________________________________________________
 LA1013  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LA1013  DYNAMIC HEIGHT  -        291.631 (meters)      956.79  (feet) COMP
 LA1013  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA1013
 LA1013  VERT ORDER      -  SECOND    CLASS 0
 LA1013
 LA1013.The horizontal coordinates were scaled from a map and have
 LA1013.an estimated accuracy of +/- 6 seconds.
 LA1013
 LA1013.The orthometric height was determined by differential leveling and
 LA1013.adjusted by the NATIONAL GEODETIC SURVEY
 LA1013.in June 1991.
 LA1013
 LA1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1013.GEOID18 height accuracy estimate available here.
 LA1013
 LA1013.Click photographs - Photos may exist for this station.
 LA1013
 LA1013.The dynamic height is computed by dividing the NAVD 88
 LA1013.geopotential number by the normal gravity value computed on the
 LA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1013.degrees latitude (g = 980.6199 gals.).
 LA1013
 LA1013.The modeled gravity was interpolated from observed gravity values.
 LA1013
 LA1013;                    North         East    Units  Estimated Accuracy
 LA1013;SPC IN E     -   548,870.      125,470.      MT  (+/- 180 meters Scaled)
 LA1013
 LA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK389503(NAD 83)
 LA1013
 LA1013                          SUPERSEDED SURVEY CONTROL
 LA1013
 LA1013  NGVD 29 (??/??/92)  291.923  (m)          957.75   (f) ADJ UNCH    2 0
 LA1013
 LA1013.Superseded values are not recommended for survey control.
 LA1013
 LA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1013.See file dsdata.pdf to determine how the superseded data were derived.
 LA1013
 LA1013_MARKER: DB = BENCH MARK DISK
 LA1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1013_SP_SET: SWITCH BASE
 LA1013_STAMPING: E 41 1934
 LA1013_MARK LOGO: CGS
 LA1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1013
 LA1013  HISTORY     - Date     Condition        Report By
 LA1013  HISTORY     - 1934     MONUMENTED       CGS
 LA1013  HISTORY     - 1947     GOOD             CGS
 LA1013
 LA1013                          STATION DESCRIPTION
 LA1013
 LA1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1013'AT MUNCIE.
 LA1013'AT MUNCIE, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1013'LOUIS RAILWAY, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD
 LA1013'IN THE SOUTHEAST PART OF TOWN, 38.5 FEET EAST OF THE SOUTHEAST
 LA1013'CORNER OF THE CONTROL TOWER VANCE, 42.7 FEET NORTH OF THE
 LA1013'NORTH RAIL OF THE C.C.C. AND ST. L. RY, 20 FEET EAST OF THE EAST
 LA1013'RAIL OF THE P.R.R., SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 LA1013'CONCRETE SWITCH BASE AND ABOUT 1 FOOT BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1428 ***********************************************************************
 LA1428  DESIGNATION -  E 42
 LA1428  PID         -  LA1428
 LA1428  STATE/COUNTY-  IN/MADISON
 LA1428  COUNTRY     -  US
 LA1428  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1428
 LA1428                         *CURRENT SURVEY CONTROL
 LA1428  ______________________________________________________________________
 LA1428* NAD 83(1986) POSITION- 40 05 45.     (N) 085 42 32.     (W)   SCALED
 LA1428* NAVD 88 ORTHO HEIGHT -   269.556 (meters)      884.37  (feet) ADJUSTED
 LA1428  ______________________________________________________________________
 LA1428  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LA1428  DYNAMIC HEIGHT  -        269.408 (meters)      883.88  (feet) COMP
 LA1428  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 LA1428
 LA1428  VERT ORDER      -  SECOND    CLASS 0
 LA1428
 LA1428.The horizontal coordinates were scaled from a map and have
 LA1428.an estimated accuracy of +/- 6 seconds.
 LA1428
 LA1428.The orthometric height was determined by differential leveling and
 LA1428.adjusted by the NATIONAL GEODETIC SURVEY
 LA1428.in June 1991.
 LA1428
 LA1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1428.GEOID18 height accuracy estimate available here.
 LA1428
 LA1428.Click photographs - Photos may exist for this station.
 LA1428
 LA1428.The dynamic height is computed by dividing the NAVD 88
 LA1428.geopotential number by the normal gravity value computed on the
 LA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1428.degrees latitude (g = 980.6199 gals.).
 LA1428
 LA1428.The modeled gravity was interpolated from observed gravity values.
 LA1428
 LA1428;                    North         East    Units  Estimated Accuracy
 LA1428;SPC IN E     -   538,160.       96,400.      MT  (+/- 180 meters Scaled)
 LA1428
 LA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK100391(NAD 83)
 LA1428
 LA1428                          SUPERSEDED SURVEY CONTROL
 LA1428
 LA1428  NGVD 29 (??/??/92)  269.695  (m)          884.82   (f) ADJ UNCH    2 0
 LA1428
 LA1428.Superseded values are not recommended for survey control.
 LA1428
 LA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1428.See file dsdata.pdf to determine how the superseded data were derived.
 LA1428
 LA1428_MARKER: DB = BENCH MARK DISK
 LA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1428_STAMPING: E 42 1934
 LA1428_MARK LOGO: CGS
 LA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1428+STABILITY: SURFACE MOTION
 LA1428
 LA1428  HISTORY     - Date     Condition        Report By
 LA1428  HISTORY     - 1934     MONUMENTED       CGS
 LA1428  HISTORY     - 1947     GOOD             CGS
 LA1428
 LA1428                          STATION DESCRIPTION
 LA1428
 LA1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1428'1.6 MI W FROM ANDERSON.
 LA1428'ABOUT 1.65 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM THE
 LA1428'MERIDIAN STREET STATION AT ANDERSON, 60 YARDS EAST OF THE INTERSECTION
 LA1428'OF THE PENNSYLVANIA RAILROAD, AT THE NORTH SIDE OF THE WEST WELL
 LA1428'PARK, 135 FEET WEST OF THE CENTER LINE OF A DIRT ROAD CROSSING
 LA1428'THE TRACK AND RUNNING THROUGH THE PARK, 13.7 FEET SOUTH OF THE
 LA1428'SOUTH RAIL OF THE C.I. RR, 16.5 FEET NORTH OF THE NORTH RAIL OF A
 LA1428'SPUR TRACK OFF THE PENNSYLVANIA RAILROAD, 9 FEET NORTHEAST OF THE
 LA1428'EAST ONE OF A GROUP OF TREES, 2 FEET NORTH OF A WHITE WOODEN
 LA1428'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 LA1428'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0254 ***********************************************************************
 KA0254  DESIGNATION -  E 43
 KA0254  PID         -  KA0254
 KA0254  STATE/COUNTY-  IN/MARION
 KA0254  COUNTRY     -  US
 KA0254  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0254
 KA0254                         *CURRENT SURVEY CONTROL
 KA0254  ______________________________________________________________________
 KA0254* NAD 83(1986) POSITION- 39 47 54.     (N) 086 08 24.     (W)   SCALED
 KA0254* NAVD 88 ORTHO HEIGHT -   222.058 (meters)      728.54  (feet) ADJUSTED
 KA0254  ______________________________________________________________________
 KA0254  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 KA0254  DYNAMIC HEIGHT  -        221.935 (meters)      728.13  (feet) COMP
 KA0254  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 KA0254
 KA0254  VERT ORDER      -  SECOND    CLASS 0
 KA0254
 KA0254.The horizontal coordinates were scaled from a map and have
 KA0254.an estimated accuracy of +/- 6 seconds.
 KA0254
 KA0254.The orthometric height was determined by differential leveling and
 KA0254.adjusted by the NATIONAL GEODETIC SURVEY
 KA0254.in June 1991.
 KA0254
 KA0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0254.GEOID18 height accuracy estimate available here.
 KA0254
 KA0254.Click photographs - Photos may exist for this station.
 KA0254
 KA0254.The dynamic height is computed by dividing the NAVD 88
 KA0254.geopotential number by the normal gravity value computed on the
 KA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0254.degrees latitude (g = 980.6199 gals.).
 KA0254
 KA0254.The modeled gravity was interpolated from observed gravity values.
 KA0254
 KA0254;                    North         East    Units  Estimated Accuracy
 KA0254;SPC IN E     -   505,230.       59,460.      MT  (+/- 180 meters Scaled)
 KA0254
 KA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736057(NAD 83)
 KA0254
 KA0254                          SUPERSEDED SURVEY CONTROL
 KA0254
 KA0254  NGVD 29 (??/??/92)  222.188  (m)          728.96   (f) ADJ UNCH    2 0
 KA0254
 KA0254.Superseded values are not recommended for survey control.
 KA0254
 KA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0254.See file dsdata.pdf to determine how the superseded data were derived.
 KA0254
 KA0254_MARKER: DB = BENCH MARK DISK
 KA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0254_STAMPING: E 43 1934
 KA0254_MARK LOGO: CGS
 KA0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0254+STABILITY: SURFACE MOTION
 KA0254
 KA0254  HISTORY     - Date     Condition        Report By
 KA0254  HISTORY     - 1934     MONUMENTED       CGS
 KA0254  HISTORY     - 1950     GOOD             CGS
 KA0254  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0254
 KA0254                          STATION DESCRIPTION
 KA0254
 KA0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KA0254'AT INDIANAPOLIS.
 KA0254'AT INDIANAPOLIS, MARION COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0254'AND LOUISVILLE RAILWAY, 1.2 MILES NORTH OF THE SWITCH TOWER AT
 KA0254'MASSACHUSETTS AVENUE, AT THE CROSSING OF 22ND STREET, 191 FEET
 KA0254'NORTH OF THE CENTERLINE OF TWENTY-SECOND STREET, 33 FEET WEST
 KA0254'OF THE WEST RAIL OF THE WEST MAIN TRACK, 66 FEET NORTH AND 41 FEET
 KA0254'WEST OF THE SEMAPHORE SIGNAL TOWER B 180-5.  A STANDARD DISK,
 KA0254'STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0254'2 INCHES ABOVE GROUND.
 KA0254
 KA0254                          STATION RECOVERY (1976)
 KA0254
 KA0254'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2400 ***********************************************************************
 JZ2400  DESIGNATION -  E 44
 JZ2400  PID         -  JZ2400
 JZ2400  STATE/COUNTY-  IN/HANCOCK
 JZ2400  COUNTRY     -  US
 JZ2400  USGS QUAD   -  SHIRLEY (2019)
 JZ2400
 JZ2400                         *CURRENT SURVEY CONTROL
 JZ2400  ______________________________________________________________________
 JZ2400* NAD 83(1986) POSITION- 39 53 33.     (N) 085 34 31.     (W)   SCALED
 JZ2400* NAVD 88 ORTHO HEIGHT -   314.256 (meters)     1031.02  (feet) ADJUSTED
 JZ2400  ______________________________________________________________________
 JZ2400  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ2400  DYNAMIC HEIGHT  -        314.079 (meters)     1030.44  (feet) COMP
 JZ2400  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 JZ2400
 JZ2400  VERT ORDER      -  SECOND    CLASS 0
 JZ2400
 JZ2400.The horizontal coordinates were scaled from a map and have
 JZ2400.an estimated accuracy of +/- 6 seconds.
 JZ2400
 JZ2400.The orthometric height was determined by differential leveling and
 JZ2400.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2400.in June 1991.
 JZ2400
 JZ2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2400.GEOID18 height accuracy estimate available here.
 JZ2400
 JZ2400.Click photographs - Photos may exist for this station.
 JZ2400
 JZ2400.The dynamic height is computed by dividing the NAVD 88
 JZ2400.geopotential number by the normal gravity value computed on the
 JZ2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2400.degrees latitude (g = 980.6199 gals.).
 JZ2400
 JZ2400.The modeled gravity was interpolated from observed gravity values.
 JZ2400
 JZ2400;                    North         East    Units  Estimated Accuracy
 JZ2400;SPC IN E     -   515,590.      107,820.      MT  (+/- 180 meters Scaled)
 JZ2400
 JZ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK218167(NAD 83)
 JZ2400
 JZ2400                          SUPERSEDED SURVEY CONTROL
 JZ2400
 JZ2400  NGVD 29 (??/??/92)  314.382  (m)         1031.43   (f) ADJ UNCH    2 0
 JZ2400
 JZ2400.Superseded values are not recommended for survey control.
 JZ2400
 JZ2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2400.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2400
 JZ2400_MARKER: DB = BENCH MARK DISK
 JZ2400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2400_SP_SET: BUILDING
 JZ2400_STAMPING: E 44 1934
 JZ2400_MARK LOGO: CGS
 JZ2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2400
 JZ2400  HISTORY     - Date     Condition        Report By
 JZ2400  HISTORY     - 1934     MONUMENTED       CGS
 JZ2400  HISTORY     - 1945     GOOD             CGS
 JZ2400
 JZ2400                          STATION DESCRIPTION
 JZ2400
 JZ2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JZ2400'AT SHIRLEY.
 JZ2400'AT SHIRLEY, HANCOCK COUNTY, AT THE NORTHWEST CORNER OF THE FORMER
 JZ2400'SUB-STATION OF THE INDIANA RAILROAD (THIS RAILROAD HAS BEEN
 JZ2400'REMOVED AND THE STATION IS NOW A RESIDENCE), IN THE WEST FACE OF
 JZ2400'THE BUILDING, 1.2 FEET SOUTH OF THE CORNER, AND 2.5 FEET ABOVE THE
 JZ2400'GROUND.  A STANDARD DISK, STAMPED E 44 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1484 ***********************************************************************
 JZ1484  DESIGNATION -  E 45
 JZ1484  PID         -  JZ1484
 JZ1484  STATE/COUNTY-  IN/HENRY
 JZ1484  COUNTRY     -  US
 JZ1484  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1484
 JZ1484                         *CURRENT SURVEY CONTROL
 JZ1484  ______________________________________________________________________
 JZ1484* NAD 83(1986) POSITION- 39 55 29.     (N) 085 15 22.     (W)   SCALED
 JZ1484* NAVD 88 ORTHO HEIGHT -   346.398 (meters)     1136.47  (feet) ADJUSTED
 JZ1484  ______________________________________________________________________
 JZ1484  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JZ1484  DYNAMIC HEIGHT  -        346.200 (meters)     1135.82  (feet) COMP
 JZ1484  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 JZ1484
 JZ1484  VERT ORDER      -  SECOND    CLASS 0
 JZ1484
 JZ1484.The horizontal coordinates were scaled from a map and have
 JZ1484.an estimated accuracy of +/- 6 seconds.
 JZ1484
 JZ1484.The orthometric height was determined by differential leveling and
 JZ1484.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1484.in June 1991.
 JZ1484
 JZ1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1484.GEOID18 height accuracy estimate available here.
 JZ1484
 JZ1484.Click photographs - Photos may exist for this station.
 JZ1484
 JZ1484.The dynamic height is computed by dividing the NAVD 88
 JZ1484.geopotential number by the normal gravity value computed on the
 JZ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1484.degrees latitude (g = 980.6199 gals.).
 JZ1484
 JZ1484.The modeled gravity was interpolated from observed gravity values.
 JZ1484
 JZ1484;                    North         East    Units  Estimated Accuracy
 JZ1484;SPC IN E     -   519,240.      135,100.      MT  (+/- 180 meters Scaled)
 JZ1484
 JZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK490208(NAD 83)
 JZ1484
 JZ1484                          SUPERSEDED SURVEY CONTROL
 JZ1484
 JZ1484  NGVD 29 (??/??/92)  346.527  (m)         1136.90   (f) ADJ UNCH    2 0
 JZ1484
 JZ1484.Superseded values are not recommended for survey control.
 JZ1484
 JZ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1484.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1484
 JZ1484_MARKER: DB = BENCH MARK DISK
 JZ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1484_STAMPING: E 45 1934
 JZ1484_MARK LOGO: CGS
 JZ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1484+STABILITY: SURFACE MOTION
 JZ1484
 JZ1484  HISTORY     - Date     Condition        Report By
 JZ1484  HISTORY     - 1934     MONUMENTED       CGS
 JZ1484  HISTORY     - 1947     GOOD             CGS
 JZ1484
 JZ1484                          STATION DESCRIPTION
 JZ1484
 JZ1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1484'0.2 MI W FROM MILLVILLE.
 JZ1484'AT MILLVILLE, HENRY COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.2
 JZ1484'MILE WEST OF THE STATION, 50 YARDS SOUTHEAST OF A SMALL FARMHOUSE,
 JZ1484'19 FEET NORTH OF THE NORTH RAIL, 4.8 FEET SOUTH OF POLE 95/30,
 JZ1484'9.4 FEET SOUTH OF A WIRE FENCE, AND ABOUT 10 INCHES LOWER THAN
 JZ1484'THE TOP OF THE RAIL.  NOTE-- THE DISK IS LOOSE IN THE TOP OF
 JZ1484'THE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1251 ***********************************************************************
 JZ1251  DESIGNATION -  E 46
 JZ1251  PID         -  JZ1251
 JZ1251  STATE/COUNTY-  IN/UNION
 JZ1251  COUNTRY     -  US
 JZ1251  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1251
 JZ1251                         *CURRENT SURVEY CONTROL
 JZ1251  ______________________________________________________________________
 JZ1251* NAD 83(1986) POSITION- 39 35 53.28   (N) 084 51 48.45   (W)   HD_HELD1
 JZ1251* NAVD 88 ORTHO HEIGHT -   318.086 (meters)     1043.59  (feet) ADJUSTED
 JZ1251  ______________________________________________________________________
 JZ1251  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 JZ1251  DYNAMIC HEIGHT  -        317.903 (meters)     1042.99  (feet) COMP
 JZ1251  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 JZ1251
 JZ1251  VERT ORDER      -  SECOND    CLASS 0
 JZ1251
 JZ1251.The horizontal coordinates were determined by differentially corrected
 JZ1251.hand held GPS observations or other comparable positioning techniques
 JZ1251.and have an estimated accuracy of +/- 3 meters.
 JZ1251
 JZ1251.The orthometric height was determined by differential leveling and
 JZ1251.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1251.in June 1991.
 JZ1251
 JZ1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1251.GEOID18 height accuracy estimate available here.
 JZ1251
 JZ1251.Click photographs - Photos may exist for this station.
 JZ1251
 JZ1251.The dynamic height is computed by dividing the NAVD 88
 JZ1251.geopotential number by the normal gravity value computed on the
 JZ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1251.degrees latitude (g = 980.6199 gals.).
 JZ1251
 JZ1251.The modeled gravity was interpolated from observed gravity values.
 JZ1251
 JZ1251;                    North         East    Units  Estimated Accuracy
 JZ1251;SPC IN E     -   483,207.8     168,987.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1251
 JZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8344785336(NAD 83)
 JZ1251
 JZ1251                          SUPERSEDED SURVEY CONTROL
 JZ1251
 JZ1251  NGVD 29 (??/??/92)  318.240  (m)         1044.09   (f) ADJ UNCH    2 0
 JZ1251
 JZ1251.Superseded values are not recommended for survey control.
 JZ1251
 JZ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1251.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1251
 JZ1251_MARKER: DB = BENCH MARK DISK
 JZ1251_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1251+WITH SETTING: PAVEMENT
 JZ1251_SP_SET: SIGNAL BASE
 JZ1251_STAMPING: E 46 1934
 JZ1251_MARK LOGO: CGS
 JZ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1251+STABILITY: SURFACE MOTION
 JZ1251
 JZ1251  HISTORY     - Date     Condition        Report By
 JZ1251  HISTORY     - 1934     MONUMENTED       CGS
 JZ1251  HISTORY     - 1947     GOOD             CGS
 JZ1251
 JZ1251                          STATION DESCRIPTION
 JZ1251
 JZ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1251'AT COTTAGE GROVE.
 JZ1251'AT COTTAGE GROVE, UNION COUNTY, ON THE BALTIMORE AND OHIO
 JZ1251'RAILROAD, 3-1/2 RAILS NORTH OF A GRAIN ELEVATOR, IN THE TOP
 JZ1251'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A SIGNAL, 5.6
 JZ1251'FEET WEST OF THE WEST RAIL OF THE TRACK, AND 0.5 FOOT HIGHER
 JZ1251'THAN THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2410 ***********************************************************************
 JZ2410  DESIGNATION -  E 47
 JZ2410  PID         -  JZ2410
 JZ2410  STATE/COUNTY-  IN/RUSH
 JZ2410  COUNTRY     -  US
 JZ2410  USGS QUAD   -  MANILLA (2019)
 JZ2410
 JZ2410                         *CURRENT SURVEY CONTROL
 JZ2410  ______________________________________________________________________
 JZ2410* NAD 83(1986) POSITION- 39 34 35.     (N) 085 35 53.     (W)   SCALED
 JZ2410* NAVD 88 ORTHO HEIGHT -   277.121 (meters)      909.19  (feet) ADJUSTED
 JZ2410  ______________________________________________________________________
 JZ2410  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ2410  DYNAMIC HEIGHT  -        276.956 (meters)      908.65  (feet) COMP
 JZ2410  MODELED GRAVITY -    980,022.8   (mgal)                       NAVD 88
 JZ2410
 JZ2410  VERT ORDER      -  SECOND    CLASS 0
 JZ2410
 JZ2410.The horizontal coordinates were scaled from a map and have
 JZ2410.an estimated accuracy of +/- 6 seconds.
 JZ2410
 JZ2410.The orthometric height was determined by differential leveling and
 JZ2410.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2410.in June 1991.
 JZ2410
 JZ2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2410.GEOID18 height accuracy estimate available here.
 JZ2410
 JZ2410.Click photographs - Photos may exist for this station.
 JZ2410
 JZ2410.The dynamic height is computed by dividing the NAVD 88
 JZ2410.geopotential number by the normal gravity value computed on the
 JZ2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2410.degrees latitude (g = 980.6199 gals.).
 JZ2410
 JZ2410.The modeled gravity was interpolated from observed gravity values.
 JZ2410
 JZ2410;                    North         East    Units  Estimated Accuracy
 JZ2410;SPC IN E     -   480,490.      105,900.      MT  (+/- 180 meters Scaled)
 JZ2410
 JZ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ204816(NAD 83)
 JZ2410
 JZ2410                          SUPERSEDED SURVEY CONTROL
 JZ2410
 JZ2410  NGVD 29 (??/??/92)  277.243  (m)          909.59   (f) ADJ UNCH    2 0
 JZ2410
 JZ2410.Superseded values are not recommended for survey control.
 JZ2410
 JZ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2410.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2410
 JZ2410_MARKER: DB = BENCH MARK DISK
 JZ2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2410_STAMPING: E 47 1934
 JZ2410_MARK LOGO: CGS
 JZ2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2410+STABILITY: SURFACE MOTION
 JZ2410
 JZ2410  HISTORY     - Date     Condition        Report By
 JZ2410  HISTORY     - 1934     MONUMENTED       CGS
 JZ2410  HISTORY     - 1947     GOOD             CGS
 JZ2410
 JZ2410                          STATION DESCRIPTION
 JZ2410
 JZ2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2410'8 MI W FROM RUSHVILLE.
 JZ2410'ABOUT 8.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2410'STATION AT RUSHVILLE, ABOUT 1.1 MILE WEST OF THE CROSSING AT
 JZ2410'HOMER, AT MILE POST C 34, 20 FEET NORTH OF THE NORTH RAIL, 32.8
 JZ2410'FEET NORTH AND ACROSS THE TRACK FROM THE MILEPOST, 78.5 FEET WEST
 JZ2410'OF A POWER POLE, 2.2 FEET SOUTH OF THE FENCE LINE, 1 1/2 FEET
 JZ2410'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ2410'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0606 ***********************************************************************
 JZ0606  DESIGNATION -  E 48
 JZ0606  PID         -  JZ0606
 JZ0606  STATE/COUNTY-  IN/FRANKLIN
 JZ0606  COUNTRY     -  US
 JZ0606  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0606
 JZ0606                         *CURRENT SURVEY CONTROL
 JZ0606  ______________________________________________________________________
 JZ0606* NAD 83(1986) POSITION- 39 21 21.     (N) 084 56 24.     (W)   SCALED
 JZ0606* NAVD 88 ORTHO HEIGHT -   182.527 (meters)      598.84  (feet) ADJUSTED
 JZ0606  ______________________________________________________________________
 JZ0606  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 JZ0606  DYNAMIC HEIGHT  -        182.419 (meters)      598.49  (feet) COMP
 JZ0606  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 JZ0606
 JZ0606  VERT ORDER      -  SECOND    CLASS 0
 JZ0606
 JZ0606.The horizontal coordinates were scaled from a map and have
 JZ0606.an estimated accuracy of +/- 6 seconds.
 JZ0606
 JZ0606.The orthometric height was determined by differential leveling and
 JZ0606.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0606.in June 1991.
 JZ0606
 JZ0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0606.GEOID18 height accuracy estimate available here.
 JZ0606
 JZ0606.Click photographs - Photos may exist for this station.
 JZ0606
 JZ0606.The dynamic height is computed by dividing the NAVD 88
 JZ0606.geopotential number by the normal gravity value computed on the
 JZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0606.degrees latitude (g = 980.6199 gals.).
 JZ0606
 JZ0606.The modeled gravity was interpolated from observed gravity values.
 JZ0606
 JZ0606;                    North         East    Units  Estimated Accuracy
 JZ0606;SPC IN E     -   456,250.      162,630.      MT  (+/- 180 meters Scaled)
 JZ0606
 JZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ774582(NAD 83)
 JZ0606
 JZ0606                          SUPERSEDED SURVEY CONTROL
 JZ0606
 JZ0606  NGVD 29 (??/??/92)  182.718  (m)          599.47   (f) ADJ UNCH    2 0
 JZ0606
 JZ0606.Superseded values are not recommended for survey control.
 JZ0606
 JZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0606.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0606
 JZ0606_MARKER: DB = BENCH MARK DISK
 JZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0606_STAMPING: E 47 1934
 JZ0606_MARK LOGO: CGS
 JZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0606+STABILITY: SURFACE MOTION
 JZ0606
 JZ0606  HISTORY     - Date     Condition        Report By
 JZ0606  HISTORY     - 1934     MONUMENTED       CGS
 JZ0606  HISTORY     - 1936     GOOD             CGS
 JZ0606
 JZ0606                          STATION DESCRIPTION
 JZ0606
 JZ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0606'AT CEDAR GROVE.
 JZ0606'AT CEDAR GROVE, FRANKLIN COUNTY, EAST OF THE L.J. BROWN AND SONS
 JZ0606'BUILDING SUPPLY CO. PROPERTY, AT THE NORTHEAST CORNER OF AN
 JZ0606'ABANDONED RED-BRICK SCHOOLHOUSE, 1.8 FEET NORTHEAST OF THE CORNER,
 JZ0606'AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED E 48 1934
 JZ0606'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2197 ***********************************************************************
 JZ2197  DESIGNATION -  E 49
 JZ2197  PID         -  JZ2197
 JZ2197  STATE/COUNTY-  IN/JENNINGS
 JZ2197  COUNTRY     -  US
 JZ2197  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2197
 JZ2197                         *CURRENT SURVEY CONTROL
 JZ2197  ______________________________________________________________________
 JZ2197* NAD 83(1986) POSITION- 39 07 28.     (N) 085 36 11.     (W)   SCALED
 JZ2197* NAVD 88 ORTHO HEIGHT -   234.260 (meters)      768.57  (feet) ADJUSTED
 JZ2197  ______________________________________________________________________
 JZ2197  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 JZ2197  DYNAMIC HEIGHT  -        234.110 (meters)      768.08  (feet) COMP
 JZ2197  MODELED GRAVITY -    979,984.6   (mgal)                       NAVD 88
 JZ2197
 JZ2197  VERT ORDER      -  SECOND    CLASS 0
 JZ2197
 JZ2197.The horizontal coordinates were scaled from a map and have
 JZ2197.an estimated accuracy of +/- 6 seconds.
 JZ2197
 JZ2197.The orthometric height was determined by differential leveling and
 JZ2197.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2197.in June 1991.
 JZ2197
 JZ2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2197.GEOID18 height accuracy estimate available here.
 JZ2197
 JZ2197.Click photographs - Photos may exist for this station.
 JZ2197
 JZ2197.The dynamic height is computed by dividing the NAVD 88
 JZ2197.geopotential number by the normal gravity value computed on the
 JZ2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2197.degrees latitude (g = 980.6199 gals.).
 JZ2197
 JZ2197.The modeled gravity was interpolated from observed gravity values.
 JZ2197
 JZ2197;                    North         East    Units  Estimated Accuracy
 JZ2197;SPC IN E     -   430,310.      105,500.      MT  (+/- 180 meters Scaled)
 JZ2197
 JZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ207315(NAD 83)
 JZ2197
 JZ2197                          SUPERSEDED SURVEY CONTROL
 JZ2197
 JZ2197  NGVD 29 (??/??/92)  234.379  (m)          768.96   (f) ADJ UNCH    2 0
 JZ2197
 JZ2197.Superseded values are not recommended for survey control.
 JZ2197
 JZ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2197.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2197
 JZ2197_MARKER: DB = BENCH MARK DISK
 JZ2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2197_STAMPING: E 49 1934
 JZ2197_MARK LOGO: CGS
 JZ2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2197+STABILITY: SURFACE MOTION
 JZ2197
 JZ2197  HISTORY     - Date     Condition        Report By
 JZ2197  HISTORY     - 1934     MONUMENTED       CGS
 JZ2197  HISTORY     - 20221020 MARK NOT FOUND   INDOT
 JZ2197
 JZ2197                          STATION DESCRIPTION
 JZ2197
 JZ2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2197'4.1 MI S FROM WESTPORT.
 JZ2197'IN JENNINGS COUNTY, 4.1 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI,
 JZ2197'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT,
 JZ2197'DECATUR COUNTY, 0.4 MILE NORTHEAST OF MILEPOST ST. J. 241, AT A
 JZ2197'GRAVEL-ROAD CROSSING, MIDWAY BETWEEN TWO SWITCHES AT EARL
 JZ2197'SIDING, 23.2 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL
 JZ2197'ROAD, 19.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.8 FEET
 JZ2197'SOUTHEAST OF THE FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE
 JZ2197'TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 49 1934 AND SET
 JZ2197'IN THE TOP OF A CONCRETE POST.
 JZ2197
 JZ2197                          STATION RECOVERY (2022)
 JZ2197
 JZ2197'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1324 ***********************************************************************
 LA1324  DESIGNATION -  E 5
 LA1324  PID         -  LA1324
 LA1324  STATE/COUNTY-  IN/GRANT
 LA1324  COUNTRY     -  US
 LA1324  USGS QUAD   -  FAIRMOUNT (2019)
 LA1324
 LA1324                         *CURRENT SURVEY CONTROL
 LA1324  ______________________________________________________________________
 LA1324* NAD 83(1986) POSITION- 40 28 28.     (N) 085 37 45.     (W)   SCALED
 LA1324* NAVD 88 ORTHO HEIGHT -   261.202 (meters)      856.96  (feet) ADJUSTED
 LA1324  ______________________________________________________________________
 LA1324  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LA1324  DYNAMIC HEIGHT  -        261.069 (meters)      856.52  (feet) COMP
 LA1324  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 LA1324
 LA1324  VERT ORDER      -  FIRST     CLASS II
 LA1324
 LA1324.The horizontal coordinates were scaled from a map and have
 LA1324.an estimated accuracy of +/- 6 seconds.
 LA1324
 LA1324.The orthometric height was determined by differential leveling and
 LA1324.adjusted by the NATIONAL GEODETIC SURVEY
 LA1324.in June 1991.
 LA1324
 LA1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1324.GEOID18 height accuracy estimate available here.
 LA1324
 LA1324.Click photographs - Photos may exist for this station.
 LA1324
 LA1324.The dynamic height is computed by dividing the NAVD 88
 LA1324.geopotential number by the normal gravity value computed on the
 LA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1324.degrees latitude (g = 980.6199 gals.).
 LA1324
 LA1324.The modeled gravity was interpolated from observed gravity values.
 LA1324
 LA1324;                    North         East    Units  Estimated Accuracy
 LA1324;SPC IN E     -   580,200.      103,180.      MT  (+/- 180 meters Scaled)
 LA1324
 LA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK162813(NAD 83)
 LA1324
 LA1324                          SUPERSEDED SURVEY CONTROL
 LA1324
 LA1324  NGVD 29 (??/??/92)  261.338  (m)          857.41   (f) ADJ UNCH    1 2
 LA1324
 LA1324.Superseded values are not recommended for survey control.
 LA1324
 LA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1324.See file dsdata.pdf to determine how the superseded data were derived.
 LA1324
 LA1324_MARKER: DB = BENCH MARK DISK
 LA1324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1324_STAMPING: E 5 ELEV 857.078 FT
 LA1324_MARK LOGO: CGS
 LA1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1324
 LA1324  HISTORY     - Date     Condition        Report By
 LA1324  HISTORY     - 1916     MONUMENTED       CGS
 LA1324  HISTORY     - 1946     GOOD             CGS
 LA1324
 LA1324                          STATION DESCRIPTION
 LA1324
 LA1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1324'AT JONESBORO.
 LA1324'AT JONESBORO, ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.4 MILE
 LA1324'NORTH OF THE STATION, ABOUT 200 YARDS WEST OF THE HIGH SCHOOL,
 LA1324'ALONG THE WEST RIGHT-OF WAY FENCE OF THE RAILROAD, 44 FEET WEST
 LA1324'OF THE WEST RAIL OF THE MAIN TRACK, 34 FEET SOUTHWEST OF A RELAY
 LA1324'SWITCH BOX, 9 FEET EAST OF POWER POLE GR 73 A163, 17 FEET WEST
 LA1324'OF POLE 138/30, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 LA1324'OF A STONE POST PROJECTING 16 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0633 ***********************************************************************
 JZ0633  DESIGNATION -  E 5
 JZ0633  PID         -  JZ0633
 JZ0633  STATE/COUNTY-  IN/DEARBORN
 JZ0633  COUNTRY     -  US
 JZ0633  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0633
 JZ0633                         *CURRENT SURVEY CONTROL
 JZ0633  ______________________________________________________________________
 JZ0633* NAD 83(1986) POSITION- 39 05 36.93   (N) 084 50 50.04   (W)   HD_HELD1
 JZ0633* NAVD 88 ORTHO HEIGHT -   147.221 (meters)      483.01  (feet) ADJUSTED
 JZ0633  ______________________________________________________________________
 JZ0633  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 JZ0633  DYNAMIC HEIGHT  -        147.129 (meters)      482.71  (feet) COMP
 JZ0633  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 JZ0633
 JZ0633  VERT ORDER      -  FIRST     CLASS II
 JZ0633
 JZ0633.The horizontal coordinates were determined by differentially corrected
 JZ0633.hand held GPS observations or other comparable positioning techniques
 JZ0633.and have an estimated accuracy of +/- 3 meters.
 JZ0633
 JZ0633.The orthometric height was determined by differential leveling and
 JZ0633.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0633.in June 1991.
 JZ0633
 JZ0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0633.GEOID18 height accuracy estimate available here.
 JZ0633
 JZ0633.Click photographs - Photos may exist for this station.
 JZ0633
 JZ0633.The dynamic height is computed by dividing the NAVD 88
 JZ0633.geopotential number by the normal gravity value computed on the
 JZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0633.degrees latitude (g = 980.6199 gals.).
 JZ0633
 JZ0633.The modeled gravity was interpolated from observed gravity values.
 JZ0633
 JZ0633;                    North         East    Units  Estimated Accuracy
 JZ0633;SPC IN E     -   427,205.8     170,889.1     MT  (+/- 3 meters HH1 GPS) 
 JZ0633
 JZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8617529368(NAD 83)
 JZ0633
 JZ0633                          SUPERSEDED SURVEY CONTROL
 JZ0633
 JZ0633  NGVD 29 (06/03/91)  147.430  (m)          483.69   (f) ADJUSTED    1 2
 JZ0633  NGVD 29 (??/??/87)  147.430  (m)          483.69   (f) SUPERSEDED  1 2
 JZ0633
 JZ0633.Superseded values are not recommended for survey control.
 JZ0633
 JZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0633.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0633
 JZ0633_MARKER: B = BOLT
 JZ0633_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0633_SP_SET: FOUNDATION WALL
 JZ0633_MARK LOGO: CGS
 JZ0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0633+STABILITY: POSITION/ELEVATION WELL
 JZ0633
 JZ0633  HISTORY     - Date     Condition        Report By
 JZ0633  HISTORY     - 1899     MONUMENTED       CGS
 JZ0633  HISTORY     - 1947     GOOD             CGS
 JZ0633  HISTORY     - 1964     GOOD             CGS
 JZ0633  HISTORY     - 1986     GOOD             NGS
 JZ0633  HISTORY     - 20190915 GOOD             USPSQD
 JZ0633
 JZ0633                          STATION DESCRIPTION
 JZ0633
 JZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0633'IN LAWRENCEBURG.
 JZ0633'THIS APPEARS TO BE AN OHIO BENCH MARK DESIGNATION USED IN INDIANA.
 JZ0633'ON SHORT STREET, 150 YARDS SOUTHWEST OF THE ENTRANCE TO THE POST
 JZ0633'OFFICE, 50 FEET WEST OF THE CENTER LINE OF SHORT STREET, IN THE
 JZ0633'ALLEY SIDE OF THE PEOPLES NATIONAL BANK BUILDING, 6 FEET WEST
 JZ0633'OF THE FACE OF THE BUILDING, AND 5 FEET ABOVE THE LEVEL OF THE
 JZ0633'STREET.  A 5/8-INCH BRASS BOLT SET IN LEAD, AND SURROUNDED BY
 JZ0633'THE LETTERS USC AND GS.
 JZ0633
 JZ0633                          STATION RECOVERY (1964)
 JZ0633
 JZ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JZ0633'RECOVERED IN GOOD CONDITION.
 JZ0633
 JZ0633                          STATION RECOVERY (1986)
 JZ0633
 JZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0633'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0633'LAWRENCEBURG, AT 119 SHORT STREET, A BRASS BOLT SURROUNDED BY THE
 JZ0633'LETTERS USCGS, IN THE NORTHWEST FACE OF THE CARPENTERS LOCAL NUMBER
 JZ0633'1142 UNION HALL, 9.3 M (30.5 FT) NORTHWEST OF THE MAIN ENTRANCE TO THE
 JZ0633'BUILDING, AND 0.8 M (2.6 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 JZ0633'BUILDING.
 JZ0633'THE MARK IS 1.1 M ABOVE THE PAVEMENT.
 JZ0633
 JZ0633                          STATION RECOVERY (2019)
 JZ0633
 JZ0633'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0687 ***********************************************************************
 KA0687  DESIGNATION -  E 50
 KA0687  PID         -  KA0687
 KA0687  STATE/COUNTY-  IN/HENDRICKS
 KA0687  COUNTRY     -  US
 KA0687  USGS QUAD   -  LIZTON (2019)
 KA0687
 KA0687                         *CURRENT SURVEY CONTROL
 KA0687  ______________________________________________________________________
 KA0687* NAD 83(1986) POSITION- 39 53 14.     (N) 086 32 34.     (W)   SCALED
 KA0687* NAVD 88 ORTHO HEIGHT -   292.002 (meters)      958.01  (feet) ADJUSTED
 KA0687  ______________________________________________________________________
 KA0687  GEOID HEIGHT    -        -33.293 (meters)                     GEOID18
 KA0687  DYNAMIC HEIGHT  -        291.841 (meters)      957.48  (feet) COMP
 KA0687  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 KA0687
 KA0687  VERT ORDER      -  SECOND    CLASS 0
 KA0687
 KA0687.The horizontal coordinates were scaled from a map and have
 KA0687.an estimated accuracy of +/- 6 seconds.
 KA0687
 KA0687.The orthometric height was determined by differential leveling and
 KA0687.adjusted by the NATIONAL GEODETIC SURVEY
 KA0687.in June 1991.
 KA0687
 KA0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0687.GEOID18 height accuracy estimate available here.
 KA0687
 KA0687.Click photographs - Photos may exist for this station.
 KA0687
 KA0687.The dynamic height is computed by dividing the NAVD 88
 KA0687.geopotential number by the normal gravity value computed on the
 KA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0687.degrees latitude (g = 980.6199 gals.).
 KA0687
 KA0687.The modeled gravity was interpolated from observed gravity values.
 KA0687
 KA0687;                    North         East    Units  Estimated Accuracy
 KA0687;SPC IN W     -   515,140.      946,240.      MT  (+/- 180 meters Scaled)
 KA0687
 KA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390153(NAD 83)
 KA0687
 KA0687                          SUPERSEDED SURVEY CONTROL
 KA0687
 KA0687  NGVD 29 (??/??/92)  292.103  (m)          958.34   (f) ADJ UNCH    2 0
 KA0687
 KA0687.Superseded values are not recommended for survey control.
 KA0687
 KA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0687.See file dsdata.pdf to determine how the superseded data were derived.
 KA0687
 KA0687_MARKER: DB = BENCH MARK DISK
 KA0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0687_STAMPING: E 50 1934
 KA0687_MARK LOGO: CGS
 KA0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0687+STABILITY: SURFACE MOTION
 KA0687
 KA0687  HISTORY     - Date     Condition        Report By
 KA0687  HISTORY     - 1934     MONUMENTED       CGS
 KA0687  HISTORY     - 1946     GOOD             CGS
 KA0687  HISTORY     - 20070901 MARK NOT FOUND   SURVFI
 KA0687
 KA0687                          STATION DESCRIPTION
 KA0687
 KA0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0687'AT LIZTON.
 KA0687'RECOVERED AS FOLLOWS-- AT LIZTON, ON THE PEORIA AND EASTERN
 KA0687'RAILWAY, 0.1 MILE WEST OF THE CROSSING OF STATE HIGHWAY 39, AT
 KA0687'THE CROSSING OF A NORTH-AND-SOUTH ASPHALT ROAD, ABOUT 190 FEET
 KA0687'EAST ACROSS THE ROAD FROM THE POST OFFICE, 147 FEET NORTHWEST
 KA0687'OF THE NORTHWEST CORNER OF THE UNION TOWNSHIP PUBLIC SCHOOL
 KA0687'BUILDING, 10 FEET WEST OF POLE 22/13, 49 FEET EAST OF THE
 KA0687'CENTERLINE OF THE ROAD, 17 FEET SOUTH OF THE SOUTH RAIL OF THE
 KA0687'MAIN TRACK, 12 FEET NORTH OF AN EAST-AND-WEST HEDGE ROW OF
 KA0687'POPLAR TREE ALONG THE NORTH SIDE OF THE SCHOOL GROUNDS, 2 FEET
 KA0687'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 KA0687'THAN THE LEVEL OF THE TRACK.
 KA0687
 KA0687                          STATION RECOVERY (2007)
 KA0687
 KA0687'RECOVERY NOTE BY SURVEY FIRST LLC 2007 (RGC)
 KA0687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1535 ***********************************************************************
 KA1535  DESIGNATION -  E 51
 KA1535  PID         -  KA1535
 KA1535  STATE/COUNTY-  IN/VERMILLION
 KA1535  COUNTRY     -  US
 KA1535  USGS QUAD   -  CLINTON (2019)
 KA1535
 KA1535                         *CURRENT SURVEY CONTROL
 KA1535  ______________________________________________________________________
 KA1535* NAD 83(1986) POSITION- 39 43 27.     (N) 087 23 23.     (W)   SCALED
 KA1535* NAVD 88 ORTHO HEIGHT -   157.902 (meters)      518.05  (feet) ADJUSTED
 KA1535  ______________________________________________________________________
 KA1535  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 KA1535  DYNAMIC HEIGHT  -        157.814 (meters)      517.76  (feet) COMP
 KA1535  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 KA1535
 KA1535  VERT ORDER      -  SECOND    CLASS 0
 KA1535
 KA1535.The horizontal coordinates were scaled from a map and have
 KA1535.an estimated accuracy of +/- 6 seconds.
 KA1535
 KA1535.The orthometric height was determined by differential leveling and
 KA1535.adjusted by the NATIONAL GEODETIC SURVEY
 KA1535.in June 1991.
 KA1535
 KA1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1535.GEOID18 height accuracy estimate available here.
 KA1535
 KA1535.Click photographs - Photos may exist for this station.
 KA1535
 KA1535.The dynamic height is computed by dividing the NAVD 88
 KA1535.geopotential number by the normal gravity value computed on the
 KA1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1535.degrees latitude (g = 980.6199 gals.).
 KA1535
 KA1535.The modeled gravity was interpolated from observed gravity values.
 KA1535
 KA1535;                    North         East    Units  Estimated Accuracy
 KA1535;SPC IN W     -   496,940.      873,730.      MT  (+/- 180 meters Scaled)
 KA1535
 KA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ665972(NAD 83)
 KA1535
 KA1535                          SUPERSEDED SURVEY CONTROL
 KA1535
 KA1535  NGVD 29 (??/??/92)  158.002  (m)          518.38   (f) ADJ UNCH    2 0
 KA1535
 KA1535.Superseded values are not recommended for survey control.
 KA1535
 KA1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1535.See file dsdata.pdf to determine how the superseded data were derived.
 KA1535
 KA1535_MARKER: DB = BENCH MARK DISK
 KA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1535_STAMPING: E 51 1934
 KA1535_MARK LOGO: CGS
 KA1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1535+STABILITY: SURFACE MOTION
 KA1535
 KA1535  HISTORY     - Date     Condition        Report By
 KA1535  HISTORY     - 1934     MONUMENTED       CGS
 KA1535  HISTORY     - 1938     GOOD             CGS
 KA1535  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1535
 KA1535                          STATION DESCRIPTION
 KA1535
 KA1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1535'4.6 MI N FROM CLINTON.
 KA1535'4.6 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1535'FROM THE STATION AT CLINTON, VERMILLION COUNTY, AT SUMMIT GROVE,
 KA1535'0.3 MILE SOUTH OF MILEPOST 158, 30 YARDS SOUTH OF THE JUNCTION
 KA1535'OF TWO ROADS, 30 YARDS NORTHEAST OF POLE 158/10, 15 YARDS WEST
 KA1535'OF THE CENTERLINE OF THE ROAD, AND 12 YARDS EAST OF THE EAST
 KA1535'RAIL.  A STANDARD DISK, STAMPED E 51 1934 AND SET IN THE TOP OF A
 KA1535'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA1535
 KA1535                          STATION RECOVERY (1986)
 KA1535
 KA1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0435 ***********************************************************************
 KA0435  DESIGNATION -  E 52
 KA0435  PID         -  KA0435
 KA0435  STATE/COUNTY-  IN/MONROE
 KA0435  COUNTRY     -  US
 KA0435  USGS QUAD   -  MODESTO (2019)
 KA0435
 KA0435                         *CURRENT SURVEY CONTROL
 KA0435  ______________________________________________________________________
 KA0435* NAD 83(1986) POSITION- 39 15 07.     (N) 086 37 27.     (W)   SCALED
 KA0435* NAVD 88 ORTHO HEIGHT -   201.719 (meters)      661.81  (feet) ADJUSTED
 KA0435  ______________________________________________________________________
 KA0435  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 KA0435  DYNAMIC HEIGHT  -        201.598 (meters)      661.41  (feet) COMP
 KA0435  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 KA0435
 KA0435  VERT ORDER      -  SECOND    CLASS 0
 KA0435
 KA0435.The horizontal coordinates were scaled from a map and have
 KA0435.an estimated accuracy of +/- 6 seconds.
 KA0435
 KA0435.The orthometric height was determined by differential leveling and
 KA0435.adjusted by the NATIONAL GEODETIC SURVEY
 KA0435.in June 1991.
 KA0435
 KA0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0435.GEOID18 height accuracy estimate available here.
 KA0435
 KA0435.Click photographs - Photos may exist for this station.
 KA0435
 KA0435.The dynamic height is computed by dividing the NAVD 88
 KA0435.geopotential number by the normal gravity value computed on the
 KA0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0435.degrees latitude (g = 980.6199 gals.).
 KA0435
 KA0435.The modeled gravity was interpolated from observed gravity values.
 KA0435
 KA0435;                    North         East    Units  Estimated Accuracy
 KA0435;SPC IN W     -   444,570.      939,630.      MT  (+/- 180 meters Scaled)
 KA0435
 KA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ324448(NAD 83)
 KA0435
 KA0435                          SUPERSEDED SURVEY CONTROL
 KA0435
 KA0435  NGVD 29 (??/??/92)  201.838  (m)          662.20   (f) ADJ UNCH    2 0
 KA0435
 KA0435.Superseded values are not recommended for survey control.
 KA0435
 KA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0435.See file dsdata.pdf to determine how the superseded data were derived.
 KA0435
 KA0435_MARKER: DB = BENCH MARK DISK
 KA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0435_STAMPING: E 52 1934
 KA0435_MARK LOGO: CGS
 KA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0435+STABILITY: SURFACE MOTION
 KA0435
 KA0435  HISTORY     - Date     Condition        Report By
 KA0435  HISTORY     - 1934     MONUMENTED       CGS
 KA0435
 KA0435                          STATION DESCRIPTION
 KA0435
 KA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0435'1.2 MI N FROM ELLETTSVILLE.
 KA0435'1.2 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0435'RAILWAY FROM STATION AT ELLETTSVILLE, MONROE COUNTY, ABOUT 100
 KA0435'YARDS NORTHEAST OF TWO TALL HEMLOCK TREES NEAR AN UNPAINTED
 KA0435'HOUSE, 3 RAILS SOUTH OF CULVERT 211+7, 1-1/2 RAILS NORTH OF THE
 KA0435'ADAMS SIGN, 24 FEET WEST OF THE WEST RAIL OF A SIDING, 6 FEET
 KA0435'SOUTH OF A FENCE GATE, AND 1.5 FEET WEST OF THE FENCE LINE.  A
 KA0435'STANDARD DISK, STAMPED E 52 1934 AND SET IN THE TOP OF A CONCRETE
 KA0435'POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0435'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0325 ***********************************************************************
 KA0325  DESIGNATION -  E 53
 KA0325  PID         -  KA0325
 KA0325  STATE/COUNTY-  IN/BROWN
 KA0325  COUNTRY     -  US
 KA0325  USGS QUAD   -  BELMONT (2019)
 KA0325
 KA0325                         *CURRENT SURVEY CONTROL
 KA0325  ______________________________________________________________________
 KA0325* NAD 83(1986) POSITION- 39 09 47.     (N) 086 19 42.     (W)   SCALED
 KA0325* NAVD 88 ORTHO HEIGHT -   173.368 (meters)      568.79  (feet) ADJUSTED
 KA0325  ______________________________________________________________________
 KA0325  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 KA0325  DYNAMIC HEIGHT  -        173.263 (meters)      568.45  (feet) COMP
 KA0325  MODELED GRAVITY -    980,018.9   (mgal)                       NAVD 88
 KA0325
 KA0325  VERT ORDER      -  SECOND    CLASS 0
 KA0325
 KA0325.The horizontal coordinates were scaled from a map and have
 KA0325.an estimated accuracy of +/- 6 seconds.
 KA0325
 KA0325.The orthometric height was determined by differential leveling and
 KA0325.adjusted by the NATIONAL GEODETIC SURVEY
 KA0325.in June 1991.
 KA0325
 KA0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0325.GEOID18 height accuracy estimate available here.
 KA0325
 KA0325.Click photographs - Photos may exist for this station.
 KA0325
 KA0325.The dynamic height is computed by dividing the NAVD 88
 KA0325.geopotential number by the normal gravity value computed on the
 KA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0325.degrees latitude (g = 980.6199 gals.).
 KA0325
 KA0325.The modeled gravity was interpolated from observed gravity values.
 KA0325
 KA0325;                    North         East    Units  Estimated Accuracy
 KA0325;SPC IN E     -   434,810.       42,820.      MT  (+/- 180 meters Scaled)
 KA0325
 KA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ580350(NAD 83)
 KA0325
 KA0325                          SUPERSEDED SURVEY CONTROL
 KA0325
 KA0325  NGVD 29 (??/??/92)  173.489  (m)          569.19   (f) ADJ UNCH    2 0
 KA0325
 KA0325.Superseded values are not recommended for survey control.
 KA0325
 KA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0325.See file dsdata.pdf to determine how the superseded data were derived.
 KA0325
 KA0325_MARKER: DB = BENCH MARK DISK
 KA0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0325_STAMPING: E 53 1934
 KA0325_MARK LOGO: CGS
 KA0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0325+STABILITY: SURFACE MOTION
 KA0325
 KA0325  HISTORY     - Date     Condition        Report By
 KA0325  HISTORY     - 1934     MONUMENTED       CGS
 KA0325  HISTORY     - 1966     MARK NOT FOUND   CGS
 KA0325
 KA0325                          STATION DESCRIPTION
 KA0325
 KA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0325'6.7 MI W FROM NASHVILLE.
 KA0325'6.7 MILES WEST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0325'AT NASHVILLE, BROWN COUNTY, 1.3 MILES EAST OF BELMONT, 0.3 MILE
 KA0325'EAST OF THE J.E. FLOYD HOUSE, 40 YARDS EAST OF A PIPE CULVERT
 KA0325'UNDER THE HIGHWAY, 7 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KA0325'AND 1-1/2 YARDS SOUTH OF THE BARBED-WIRE FENCE.  A STANDARD DISK,
 KA0325'STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0325'7 INCHES ABOVE GROUND.
 KA0325
 KA0325                          STATION RECOVERY (1966)
 KA0325
 KA0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1184 ***********************************************************************
 KA1184  DESIGNATION -  E 54
 KA1184  PID         -  KA1184
 KA1184  STATE/COUNTY-  IN/GREENE
 KA1184  COUNTRY     -  US
 KA1184  USGS QUAD   -  LINTON (2019)
 KA1184
 KA1184                         *CURRENT SURVEY CONTROL
 KA1184  ______________________________________________________________________
 KA1184* NAD 83(1986) POSITION- 39 01 51.     (N) 087 10 00.     (W)   SCALED
 KA1184* NAVD 88 ORTHO HEIGHT -   160.260 (meters)      525.79  (feet) ADJUSTED
 KA1184  ______________________________________________________________________
 KA1184  GEOID HEIGHT    -        -32.520 (meters)                     GEOID18
 KA1184  DYNAMIC HEIGHT  -        160.163 (meters)      525.47  (feet) COMP
 KA1184  MODELED GRAVITY -    980,020.7   (mgal)                       NAVD 88
 KA1184
 KA1184  VERT ORDER      -  SECOND    CLASS 0
 KA1184
 KA1184.The horizontal coordinates were scaled from a map and have
 KA1184.an estimated accuracy of +/- 6 seconds.
 KA1184
 KA1184.The orthometric height was determined by differential leveling and
 KA1184.adjusted by the NATIONAL GEODETIC SURVEY
 KA1184.in June 1991.
 KA1184
 KA1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1184.GEOID18 height accuracy estimate available here.
 KA1184
 KA1184.Click photographs - Photos may exist for this station.
 KA1184
 KA1184.The dynamic height is computed by dividing the NAVD 88
 KA1184.geopotential number by the normal gravity value computed on the
 KA1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1184.degrees latitude (g = 980.6199 gals.).
 KA1184
 KA1184.The modeled gravity was interpolated from observed gravity values.
 KA1184
 KA1184;                    North         East    Units  Estimated Accuracy
 KA1184;SPC IN W     -   419,920.      892,790.      MT  (+/- 180 meters Scaled)
 KA1184
 KA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ855202(NAD 83)
 KA1184
 KA1184                          SUPERSEDED SURVEY CONTROL
 KA1184
 KA1184  NGVD 29 (??/??/92)  160.393  (m)          526.22   (f) ADJ UNCH    2 0
 KA1184
 KA1184.Superseded values are not recommended for survey control.
 KA1184
 KA1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1184.See file dsdata.pdf to determine how the superseded data were derived.
 KA1184
 KA1184_MARKER: DB = BENCH MARK DISK
 KA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1184_STAMPING: E 54 1934
 KA1184_MARK LOGO: CGS
 KA1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1184+STABILITY: SURFACE MOTION
 KA1184
 KA1184  HISTORY     - Date     Condition        Report By
 KA1184  HISTORY     - 1934     MONUMENTED       CGS
 KA1184
 KA1184                          STATION DESCRIPTION
 KA1184
 KA1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1184'AT LINTON.
 KA1184'AT LINTON, GREENE COUNTY, ABOUT 14 RAILS WEST OF THE ILLINOIS
 KA1184'CENTRAL RAILROAD STATION, AT THE NORTHEAST ANGLE FORMED BY THE
 KA1184'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 KA1184'75 YARDS SOUTHEAST OF THE C.M. ST.P.R.R, 13 YARDS NORTHEAST OF
 KA1184'THE CENTER OF THE CROSSING, 7 YARDS NORTH OF THE NORTH RAIL OF
 KA1184'THE I.C.R.R., IN A GRASS PLOT, AND ABOUT ONE-HALF FOOT ABOVE THE
 KA1184'GROUND.  A STANDARD DISK, STAMPED E 54 1934 AND SET IN THE TOP
 KA1184'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0234 ***********************************************************************
 JA0234  DESIGNATION -  E 56
 JA0234  PID         -  JA0234
 JA0234  STATE/COUNTY-  IN/HARRISON
 JA0234  COUNTRY     -  US
 JA0234  USGS QUAD   -  CRANDALL (2019)
 JA0234
 JA0234                         *CURRENT SURVEY CONTROL
 JA0234  ______________________________________________________________________
 JA0234* NAD 83(1986) POSITION- 38 16 49.57   (N) 086 01 37.51   (W)   HD_HELD1
 JA0234* NAVD 88 ORTHO HEIGHT -   223.569 (meters)      733.49  (feet) POSTED
 JA0234  ______________________________________________________________________
 JA0234  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 JA0234  DYNAMIC HEIGHT  -        223.41  (meters)      733.0   (feet) COMP
 JA0234  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 JA0234
 JA0234  VERT ORDER      -  * POSTED, SEE BELOW
 JA0234
 JA0234.The horizontal coordinates were determined by differentially corrected
 JA0234.hand held GPS observations or other comparable positioning techniques
 JA0234.and have an estimated accuracy of +/- 3 meters.
 JA0234
 JA0234.The orthometric height was determined by differential leveling
 JA0234.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0234
 JA0234.* This is a POSTED BENCH MARK height.
 JA0234
 JA0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0234.GEOID18 height accuracy estimate available here.
 JA0234
 JA0234.Click photographs - Photos may exist for this station.
 JA0234
 JA0234.The dynamic height is computed by dividing the NAVD 88
 JA0234.geopotential number by the normal gravity value computed on the
 JA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0234.degrees latitude (g = 980.6199 gals.).
 JA0234
 JA0234.The modeled gravity was interpolated from observed gravity values.
 JA0234
 JA0234;                    North         East    Units  Estimated Accuracy
 JA0234;SPC IN E     -   336,682.6      68,465.4     MT  (+/- 3 meters HH1 GPS) 
 JA0234
 JA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8509337378(NAD 83)
 JA0234
 JA0234                          SUPERSEDED SURVEY CONTROL
 JA0234
 JA0234  NGVD 29 (??/??/92)  223.70   (m)          733.9    (f) COMPUTED    2 0
 JA0234
 JA0234.Superseded values are not recommended for survey control.
 JA0234
 JA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0234.See file dsdata.pdf to determine how the superseded data were derived.
 JA0234
 JA0234_MARKER: DB = BENCH MARK DISK
 JA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0234_STAMPING: E 56 1934
 JA0234_MARK LOGO: CGS
 JA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0234+STABILITY: SURFACE MOTION
 JA0234
 JA0234  HISTORY     - Date     Condition        Report By
 JA0234  HISTORY     - 1934     MONUMENTED       CGS
 JA0234  HISTORY     - 1965     GOOD             CGS
 JA0234
 JA0234                          STATION DESCRIPTION
 JA0234
 JA0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0234'3.6 MI W FROM GEORGETOWN.
 JA0234'IN HARRISON COUNTY, 3.6 MILES WEST ALONG THE SOUTHERN RAILWAY
 JA0234'FROM THE STATION AT GEORGETOWN, FLOYD COUNTY, 0.2 MILE EAST OF
 JA0234'MILEPOST 255, 10 YARDS SOUTH OF THE SOUTHWEST CORNER OF A HOUSE,
 JA0234'21 FEET NORTH OF THE NORTH RAIL, 18 FEET NORTHWEST OF THE
 JA0234'CENTERLINE OF A ROAD, 3 FEET SOUTH OF A FENCE, AND 6 INCHES
 JA0234'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 56 1934 AND
 JA0234'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1140 ***********************************************************************
 JA1140  DESIGNATION -  E 58
 JA1140  PID         -  JA1140
 JA1140  STATE/COUNTY-  IN/GIBSON
 JA1140  COUNTRY     -  US
 JA1140  USGS QUAD   -  OWENSVILLE (2019)
 JA1140
 JA1140                         *CURRENT SURVEY CONTROL
 JA1140  ______________________________________________________________________
 JA1140* NAD 83(1986) POSITION- 38 22 00.44   (N) 087 38 26.10   (W)   HD_HELD1
 JA1140* NAVD 88 ORTHO HEIGHT -   122.345 (meters)      401.39  (feet) ADJUSTED
 JA1140  ______________________________________________________________________
 JA1140  GEOID HEIGHT    -        -31.408 (meters)                     GEOID18
 JA1140  DYNAMIC HEIGHT  -        122.265 (meters)      401.13  (feet) COMP
 JA1140  MODELED GRAVITY -    979,973.6   (mgal)                       NAVD 88
 JA1140
 JA1140  VERT ORDER      -  FIRST     CLASS II
 JA1140
 JA1140.The horizontal coordinates were determined by differentially corrected
 JA1140.hand held GPS observations or other comparable positioning techniques
 JA1140.and have an estimated accuracy of +/- 3 meters.
 JA1140
 JA1140.The orthometric height was determined by differential leveling and
 JA1140.adjusted by the NATIONAL GEODETIC SURVEY
 JA1140.in June 1991.
 JA1140
 JA1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1140.GEOID18 height accuracy estimate available here.
 JA1140
 JA1140.Click photographs - Photos may exist for this station.
 JA1140
 JA1140.The dynamic height is computed by dividing the NAVD 88
 JA1140.geopotential number by the normal gravity value computed on the
 JA1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1140.degrees latitude (g = 980.6199 gals.).
 JA1140
 JA1140.The modeled gravity was interpolated from observed gravity values.
 JA1140
 JA1140;                    North         East    Units  Estimated Accuracy
 JA1140;SPC IN W     -   346,353.2     851,301.6     MT  (+/- 3 meters HH1 GPS) 
 JA1140
 JA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4403946706(NAD 83)
 JA1140
 JA1140                          SUPERSEDED SURVEY CONTROL
 JA1140
 JA1140  NGVD 29 (??/??/92)  122.482  (m)          401.84   (f) ADJ UNCH    1 2
 JA1140
 JA1140.Superseded values are not recommended for survey control.
 JA1140
 JA1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1140.See file dsdata.pdf to determine how the superseded data were derived.
 JA1140
 JA1140_MARKER: DB = BENCH MARK DISK
 JA1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1140_STAMPING: E 58 1934
 JA1140_MARK LOGO: CGS
 JA1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1140+STABILITY: SURFACE MOTION
 JA1140
 JA1140  HISTORY     - Date     Condition        Report By
 JA1140  HISTORY     - 1934     MONUMENTED       CGS
 JA1140  HISTORY     - 1965     GOOD             CGS
 JA1140
 JA1140                          STATION DESCRIPTION
 JA1140
 JA1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1140'4.2 MI W FROM PRINCETON.
 JA1140'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 JA1140'COURTHOUSE AT PRINCETON TO THE CHICAGO AND EASTERN ILLINOIS
 JA1140'RAILROAD STATION, THENCE 3.85 MILES WEST ALONG THE SOUTHERN
 JA1140'RAILWAY, IN SECTION 4, T 2 S, R 11 W, 0.2 MILE WEST OF MILEPOST
 JA1140'158, 40 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JA1140'AND A GRAVELED ROAD, 78 FEET SOUTHWEST AND ACROSS THE TRACK
 JA1140'FROM TELEPHONE POLE NUMBERED 157/30, 33 FEET WEST OF THE CENTER
 JA1140'LINE OF THE ROAD, 27 1/2 FEET SOUTH OF THE SOUTH RAIL, 25 FEET
 JA1140'NORTHWEST OF A LONE 30-INCH OAK TREE, 1.2 FEET NORTH OF A METAL
 JA1140'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 JA1140'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1073 ***********************************************************************
 JA1073  DESIGNATION -  E 59
 JA1073  PID         -  JA1073
 JA1073  STATE/COUNTY-  IN/PIKE
 JA1073  COUNTRY     -  US
 JA1073  USGS QUAD   -  PETERSBURG (2019)
 JA1073
 JA1073                         *CURRENT SURVEY CONTROL
 JA1073  ______________________________________________________________________
 JA1073* NAD 83(1986) POSITION- 38 22 54.     (N) 087 19 00.     (W)   SCALED
 JA1073* NAVD 88 ORTHO HEIGHT -   130.297 (meters)      427.48  (feet) ADJUSTED
 JA1073  ______________________________________________________________________
 JA1073  GEOID HEIGHT    -        -31.853 (meters)                     GEOID18
 JA1073  DYNAMIC HEIGHT  -        130.212 (meters)      427.20  (feet) COMP
 JA1073  MODELED GRAVITY -    979,971.7   (mgal)                       NAVD 88
 JA1073
 JA1073  VERT ORDER      -  FIRST     CLASS II
 JA1073
 JA1073.The horizontal coordinates were scaled from a map and have
 JA1073.an estimated accuracy of +/- 6 seconds.
 JA1073
 JA1073.The orthometric height was determined by differential leveling and
 JA1073.adjusted by the NATIONAL GEODETIC SURVEY
 JA1073.in June 1991.
 JA1073
 JA1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1073.GEOID18 height accuracy estimate available here.
 JA1073
 JA1073.Click photographs - Photos may exist for this station.
 JA1073
 JA1073.The dynamic height is computed by dividing the NAVD 88
 JA1073.geopotential number by the normal gravity value computed on the
 JA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1073.degrees latitude (g = 980.6199 gals.).
 JA1073
 JA1073.The modeled gravity was interpolated from observed gravity values.
 JA1073
 JA1073;                    North         East    Units  Estimated Accuracy
 JA1073;SPC IN W     -   347,880.      879,610.      MT  (+/- 180 meters Scaled)
 JA1073
 JA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH723482(NAD 83)
 JA1073
 JA1073                          SUPERSEDED SURVEY CONTROL
 JA1073
 JA1073  NGVD 29 (??/??/92)  130.424  (m)          427.90   (f) ADJ UNCH    1 2
 JA1073
 JA1073.Superseded values are not recommended for survey control.
 JA1073
 JA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1073.See file dsdata.pdf to determine how the superseded data were derived.
 JA1073
 JA1073_MARKER: DB = BENCH MARK DISK
 JA1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1073_SP_SET: BRIDGE
 JA1073_STAMPING: E 59 1934
 JA1073_MARK LOGO: CGS
 JA1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1073
 JA1073  HISTORY     - Date     Condition        Report By
 JA1073  HISTORY     - 1934     MONUMENTED       CGS
 JA1073  HISTORY     - 1965     GOOD             CGS
 JA1073  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1073
 JA1073                          STATION DESCRIPTION
 JA1073
 JA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1073'3.4 MI NE FROM OAKLAND CITY.
 JA1073'ABOUT 3.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1073'FROM THE STATION AT OAKLAND CITY, 1 TELEPHONE POLE NORTHEAST
 JA1073'OF MILEPOST 103, SET IN THE TOP OF THE NORTHWEST END OF THE
 JA1073'NORTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE PATOKA
 JA1073'RIVER, 5.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 5
 JA1073'INCHES BELOW THE LEVEL OF THE TRACK.
 JA1073
 JA1073                          STATION RECOVERY (1985)
 JA1073
 JA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1020 ***********************************************************************
 ME1020  DESIGNATION -  E 6
 ME1020  PID         -  ME1020
 ME1020  STATE/COUNTY-  IN/LAKE
 ME1020  COUNTRY     -  US
 ME1020  USGS QUAD   -  WHITING (2019)
 ME1020
 ME1020                         *CURRENT SURVEY CONTROL
 ME1020  ______________________________________________________________________
 ME1020* NAD 83(1986) POSITION- 41 38 36.     (N) 087 26 10.     (W)   SCALED
 ME1020* NAVD 88 ORTHO HEIGHT -   179.385 (meters)      588.53  (feet) ADJUSTED
 ME1020  ______________________________________________________________________
 ME1020  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 ME1020  DYNAMIC HEIGHT  -        179.320 (meters)      588.32  (feet) COMP
 ME1020  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 ME1020
 ME1020  VERT ORDER      -  FIRST     CLASS II
 ME1020
 ME1020.The horizontal coordinates were scaled from a map and have
 ME1020.an estimated accuracy of +/- 6 seconds.
 ME1020
 ME1020.The orthometric height was determined by differential leveling and
 ME1020.adjusted by the NATIONAL GEODETIC SURVEY
 ME1020.in June 1991.
 ME1020
 ME1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1020.GEOID18 height accuracy estimate available here.
 ME1020
 ME1020.Click photographs - Photos may exist for this station.
 ME1020
 ME1020.The dynamic height is computed by dividing the NAVD 88
 ME1020.geopotential number by the normal gravity value computed on the
 ME1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1020.degrees latitude (g = 980.6199 gals.).
 ME1020
 ME1020.The modeled gravity was interpolated from observed gravity values.
 ME1020
 ME1020;                    North         East    Units  Estimated Accuracy
 ME1020;SPC IN W     -   710,070.      870,610.      MT  (+/- 180 meters Scaled)
 ME1020
 ME1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM636102(NAD 83)
 ME1020
 ME1020                          SUPERSEDED SURVEY CONTROL
 ME1020
 ME1020  NGVD 29 (??/??/92)  179.495  (m)          588.89   (f) ADJ UNCH    1 2
 ME1020
 ME1020.Superseded values are not recommended for survey control.
 ME1020
 ME1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1020.See file dsdata.pdf to determine how the superseded data were derived.
 ME1020
 ME1020_MARKER: DB = BENCH MARK DISK
 ME1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1020_SP_SET: BRIDGE
 ME1020_STAMPING: E 6 1916
 ME1020_MARK LOGO: CGS
 ME1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1020
 ME1020  HISTORY     - Date     Condition        Report By
 ME1020  HISTORY     - 1916     MONUMENTED       CGS
 ME1020  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1020
 ME1020                          STATION DESCRIPTION
 ME1020
 ME1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 ME1020'0.8 MI SE FROM INDIANA HARBOR.
 ME1020'ABOUT 0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME1020'THE STATION AT INDIANA HARBOR, AT MILE POST 447, 4 1/2 RAILS
 ME1020'NORTHWEST OF SIGNAL BRIDGE 4470, 35 FEET SOUTHWEST AND ACROSS THE
 ME1020'TRACK FROM MILE POST 447, 22.5 FEET NORTHEAST OF A TELEPHONE
 ME1020'POLE, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHEAST
 ME1020'BOUND TRACK, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 ME1020'BELOW THE TRACK, AND PROJECTING ABOUT 4 INCHES.  NOTE-- THERE IS
 ME1020'A ROAD AT THE SITE OF THE MARK, AND THE MARK HAS EITHER BEEN
 ME1020'COVERED UP OR REMOVED.
 ME1020
 ME1020                          STATION RECOVERY (1968)
 ME1020
 ME1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1678 ***********************************************************************
 HZ1678  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1678  DESIGNATION -  E 60
 HZ1678  PID         -  HZ1678
 HZ1678  STATE/COUNTY-  IN/SCOTT
 HZ1678  COUNTRY     -  US
 HZ1678  USGS QUAD   -  HENRYVILLE (2019)
 HZ1678
 HZ1678                         *CURRENT SURVEY CONTROL
 HZ1678  ______________________________________________________________________
 HZ1678* NAD 83(2011) POSITION- 38 36 30.56103(N) 085 46 35.28235(W)   ADJUSTED
 HZ1678* NAD 83(2011) ELLIP HT-   151.273 (meters)        (06/27/12)   ADJUSTED
 HZ1678* NAD 83(2011) EPOCH   -  2010.00
 HZ1678* NAVD 88 ORTHO HEIGHT -   184.998 (meters)      606.95  (feet) ADJUSTED
 HZ1678  ______________________________________________________________________
 HZ1678  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 HZ1678  NAD 83(2011) X  -    367,552.777 (meters)                     COMP
 HZ1678  NAD 83(2011) Y  - -4,977,128.517 (meters)                     COMP
 HZ1678  NAD 83(2011) Z  -  3,958,541.679 (meters)                     COMP
 HZ1678  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 HZ1678  DYNAMIC HEIGHT  -        184.876 (meters)      606.55  (feet) COMP
 HZ1678  MODELED GRAVITY -    979,966.6   (mgal)                       NAVD 88
 HZ1678
 HZ1678  VERT ORDER      -  SECOND    CLASS 0
 HZ1678
 HZ1678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1678  Standards:
 HZ1678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1678  -------------------------------------------------------------------
 HZ1678  NETWORK    0.88   2.04           0.41   0.29   1.04     -0.05125348
 HZ1678  -------------------------------------------------------------------
 HZ1678  Click here for local accuracies and other accuracy information.
 HZ1678
 HZ1678.The horizontal coordinates were established by GPS observations
 HZ1678.and adjusted by the National Geodetic Survey in June 2012.
 HZ1678
 HZ1678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1678.been affixed to the stable North American tectonic plate. See 
 HZ1678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1678
 HZ1678.The horizontal coordinates are valid at the epoch date displayed above
 HZ1678.which is a decimal equivalence of Year/Month/Day.
 HZ1678
 HZ1678.The orthometric height was determined by differential leveling and
 HZ1678.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1678.in June 1991.
 HZ1678
 HZ1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1678.GEOID18 height accuracy estimate available here.
 HZ1678
 HZ1678.Click photographs - Photos may exist for this station.
 HZ1678
 HZ1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1678
 HZ1678.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1678
 HZ1678.The ellipsoidal height was determined by GPS observations
 HZ1678.and is referenced to NAD 83.
 HZ1678
 HZ1678.The dynamic height is computed by dividing the NAVD 88
 HZ1678.geopotential number by the normal gravity value computed on the
 HZ1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1678.degrees latitude (g = 980.6199 gals.).
 HZ1678
 HZ1678.The modeled gravity was interpolated from observed gravity values.
 HZ1678
 HZ1678. The following values were computed from the NAD 83(2011) position.
 HZ1678
 HZ1678;                    North         East     Units Scale Factor Converg.
 HZ1678;SPC IN E     -   373,041.157    90,436.487   MT  0.99996779   -0 04 06.7
 HZ1678;SPC IN E     - 1,223,885.86    296,707.04   sFT  0.99996779   -0 04 06.7
 HZ1678;UTM  16      - 4,274,041.501   606,531.037   MT  0.99973976   +0 45 48.8
 HZ1678
 HZ1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1678!SPC IN E     -   0.99997627  x   0.99996779  =   0.99994406
 HZ1678!UTM  16      -   0.99997627  x   0.99973976  =   0.99971603
 HZ1678
 HZ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0653174041(NAD 83)
 HZ1678
 HZ1678                          SUPERSEDED SURVEY CONTROL
 HZ1678
 HZ1678  NAD 83(2007)-  38 36 30.56110(N)    085 46 35.28317(W) AD(2002.00) 0
 HZ1678  ELLIP H (02/10/07)  151.296  (m)                       GP(2002.00)    
 HZ1678  NAD 83(1997)-  38 36 30.56136(N)    085 46 35.28324(W) AD(       ) B
 HZ1678  ELLIP H (04/10/98)  151.334  (m)                       GP(       ) 4 1
 HZ1678  NAVD 88             185.00   (m)          607.0    (f) LEVELING    3  
 HZ1678  NGVD 29 (??/??/92)  185.122  (m)          607.35   (f) ADJ UNCH    2 0
 HZ1678
 HZ1678.Superseded values are not recommended for survey control.
 HZ1678
 HZ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1678.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1678
 HZ1678_MARKER: DB = BENCH MARK DISK
 HZ1678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1678_SP_SET: CULVERT HEADWALL
 HZ1678_STAMPING: E 60 1934
 HZ1678_MARK LOGO: CGS
 HZ1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1678+STABILITY: SURFACE MOTION
 HZ1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1678+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1997
 HZ1678
 HZ1678  HISTORY     - Date     Condition        Report By
 HZ1678  HISTORY     - 1934     MONUMENTED       CGS
 HZ1678  HISTORY     - 19970822 GOOD             SEC
 HZ1678  HISTORY     - 20100928 MARK NOT FOUND   INDIV
 HZ1678
 HZ1678                          STATION DESCRIPTION
 HZ1678
 HZ1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1678'0.2 MI N FROM UNDERWOOD.
 HZ1678'0.2 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1678'AT UNDERWOOD, CLARK COUNTY, AT A GRAVEL-ROAD CROSSING, 42 YARDS
 HZ1678'SOUTH OF THE CENTERLINE OF THE ROAD, 15.2 FEET EAST OF THE EAST
 HZ1678'RAIL, 51.2 FEET EAST OF THE CENTERLINE OF DIRT ROAD PARALLELING
 HZ1678'THE TRACK, AT A 30-INCH GALVANIZED-IRON CULVERT, IN THE TOP OF
 HZ1678'THE NORTH END OF THE EAST CONCRETE HEADWALL, 5-3/4 INCHES WEST
 HZ1678'OF THE EAST EDGE, 7 INCHES SOUTH OF THE NORTH EDGE, AND 3.8
 HZ1678'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 60 1934.
 HZ1678
 HZ1678                          STATION RECOVERY (1997)
 HZ1678
 HZ1678'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1678'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) SOUTH OF SCOTTSBURG.
 HZ1678'CONTACT IS AMERICAN PREMIER UNDERWRITERS, WILLIAM STOCKHOFF, MANAGER,
 HZ1678'ONE EAST FOURTH STREET, 13TH FLOOR, CINCINNATI OH 45202, PHONE
 HZ1678'800-543-1935.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 HZ1678'31 AND STATE ROAD 56, GO SOUTH 5.4 MILES (8.7 KM) ON HIGHWAY 31 TO
 HZ1678'COUNTY ROAD 575 SOUTH (HARDY ROAD).  THE STATION IS 56.4 METERS (185.0
 HZ1678'FT) EAST OF THE CENTER OF HIGHWAY 31 AND 44.5 METERS (146.0 FT) SOUTH
 HZ1678'OF THE CENTER OF COUNTY ROAD 575 SOUTH.  THE STATION IS SET IN THE TOP
 HZ1678'OF A HEADWALL 2 METERS (6.6 FT) BELOW RAILROAD TRACKS.  AZIMUTH 01
 HZ1678'DEGREES 50.4 METERS (165.4 FT) TO A POWER POLE, AZIMUTH 105 DEGREES
 HZ1678'28.48 METERS (93.44 FT) TO A 12-INCH SWEET GUM TREE, AZIMUTH 162
 HZ1678'DEGREES 12.99 METERS (42.62 FT) TO A 8-INCH ELM TREE, AZIMUTH 270
 HZ1678'DEGREES 4.5 METERS (14.8 FT) TO THE EAST EDGE OF THE EAST RAIL OF THE
 HZ1678'TRACKS.
 HZ1678
 HZ1678                          STATION RECOVERY (2010)
 HZ1678
 HZ1678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 HZ1678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0093 ***********************************************************************
 KA0093  DESIGNATION -  E 61
 KA0093  PID         -  KA0093
 KA0093  STATE/COUNTY-  IN/HENDRICKS
 KA0093  COUNTRY     -  US
 KA0093  USGS QUAD   -  BROWNSBURG (2019)
 KA0093
 KA0093                         *CURRENT SURVEY CONTROL
 KA0093  ______________________________________________________________________
 KA0093* NAD 83(1986) POSITION- 39 45 29.     (N) 086 23 59.     (W)   SCALED
 KA0093* NAVD 88 ORTHO HEIGHT -   251.144 (meters)      823.96  (feet) ADJUSTED
 KA0093  ______________________________________________________________________
 KA0093  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 KA0093  DYNAMIC HEIGHT  -        251.008 (meters)      823.52  (feet) COMP
 KA0093  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 KA0093
 KA0093  VERT ORDER      -  FIRST     CLASS II
 KA0093
 KA0093.The horizontal coordinates were scaled from a map and have
 KA0093.an estimated accuracy of +/- 6 seconds.
 KA0093
 KA0093.The orthometric height was determined by differential leveling and
 KA0093.adjusted by the NATIONAL GEODETIC SURVEY
 KA0093.in June 1991.
 KA0093
 KA0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0093.GEOID18 height accuracy estimate available here.
 KA0093
 KA0093.Click photographs - Photos may exist for this station.
 KA0093
 KA0093.The dynamic height is computed by dividing the NAVD 88
 KA0093.geopotential number by the normal gravity value computed on the
 KA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0093.degrees latitude (g = 980.6199 gals.).
 KA0093
 KA0093.The modeled gravity was interpolated from observed gravity values.
 KA0093
 KA0093;                    North         East    Units  Estimated Accuracy
 KA0093;SPC IN W     -   500,880.      958,580.      MT  (+/- 180 meters Scaled)
 KA0093
 KA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK514010(NAD 83)
 KA0093
 KA0093                          SUPERSEDED SURVEY CONTROL
 KA0093
 KA0093  NGVD 29 (??/??/92)  251.259  (m)          824.34   (f) ADJ UNCH    1 2
 KA0093
 KA0093.Superseded values are not recommended for survey control.
 KA0093
 KA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0093.See file dsdata.pdf to determine how the superseded data were derived.
 KA0093
 KA0093_MARKER: DB = BENCH MARK DISK
 KA0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0093_STAMPING: E 61 1946
 KA0093_MARK LOGO: CGS
 KA0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0093+STABILITY: SURFACE MOTION
 KA0093
 KA0093  HISTORY     - Date     Condition        Report By
 KA0093  HISTORY     - 1946     MONUMENTED       CGS
 KA0093  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 KA0093
 KA0093                          STATION DESCRIPTION
 KA0093
 KA0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0093'AT AVON.
 KA0093'AT AVON, AT THE CROSSING OF THE AVON-PLAINFIELD ROAD AND
 KA0093'THE NEW YORK CENTRAL RAILROAD, ABOUT 0.3 MILE SOUTH OF THE
 KA0093'INTERSECTION OF THE AVON-PLAINFIELD ROAD AND U.S. HIGHWAY 36
 KA0093'AT AVON, 85 FEET EAST OF POLE NUMBER 12/45, 40 FEET NORTH OF THE
 KA0093'NORTH RAIL OF A SIDE TRACK, 93 FEET WEST OF THE CENTER LINE OF
 KA0093'THE ROAD, 81.5 FEET NORTHWEST OF A CROSSING WARNING SIGNAL, 41 FEET
 KA0093'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A
 KA0093'WHITE WOODEN WITNESS POST AND ABOUT 3 FEET LOWER THAN THE LEVEL
 KA0093'OF THE CROSSING.  A STANDARD DISK, STAMPED E 61 1946 AND SET
 KA0093'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 KA0093
 KA0093                          STATION RECOVERY (1978)
 KA0093
 KA0093'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0489 ***********************************************************************
 KA0489  DESIGNATION -  E 63
 KA0489  PID         -  KA0489
 KA0489  STATE/COUNTY-  IN/PUTNAM
 KA0489  COUNTRY     -  US
 KA0489  USGS QUAD   -  QUINCY (2019)
 KA0489
 KA0489                         *CURRENT SURVEY CONTROL
 KA0489  ______________________________________________________________________
 KA0489* NAD 83(1986) POSITION- 39 29 46.14   (N) 086 42 29.94   (W)   HD_HELD1
 KA0489* NAVD 88 ORTHO HEIGHT -   234.524 (meters)      769.43  (feet) ADJUSTED
 KA0489  ______________________________________________________________________
 KA0489  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KA0489  DYNAMIC HEIGHT  -        234.390 (meters)      768.99  (feet) COMP
 KA0489  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 KA0489
 KA0489  VERT ORDER      -  SECOND    CLASS 0
 KA0489
 KA0489.The horizontal coordinates were determined by differentially corrected
 KA0489.hand held GPS observations or other comparable positioning techniques
 KA0489.and have an estimated accuracy of +/- 3 meters.
 KA0489
 KA0489.The orthometric height was determined by differential leveling and
 KA0489.adjusted by the NATIONAL GEODETIC SURVEY
 KA0489.in June 1991.
 KA0489
 KA0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0489.GEOID18 height accuracy estimate available here.
 KA0489
 KA0489.Click photographs - Photos may exist for this station.
 KA0489
 KA0489.The dynamic height is computed by dividing the NAVD 88
 KA0489.geopotential number by the normal gravity value computed on the
 KA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0489.degrees latitude (g = 980.6199 gals.).
 KA0489
 KA0489.The modeled gravity was interpolated from observed gravity values.
 KA0489
 KA0489;                    North         East    Units  Estimated Accuracy
 KA0489;SPC IN W     -   471,644.3     932,257.2     MT  (+/- 3 meters HH1 GPS) 
 KA0489
 KA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2508071877(NAD 83)
 KA0489
 KA0489                          SUPERSEDED SURVEY CONTROL
 KA0489
 KA0489  NGVD 29 (??/??/92)  234.640  (m)          769.81   (f) ADJ UNCH    2 0
 KA0489
 KA0489.Superseded values are not recommended for survey control.
 KA0489
 KA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0489.See file dsdata.pdf to determine how the superseded data were derived.
 KA0489
 KA0489_MARKER: DB = BENCH MARK DISK
 KA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0489_STAMPING: E 63 1946
 KA0489_MARK LOGO: CGS
 KA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0489+STABILITY: SURFACE MOTION
 KA0489
 KA0489  HISTORY     - Date     Condition        Report By
 KA0489  HISTORY     - 1946     MONUMENTED       CGS
 KA0489
 KA0489                          STATION DESCRIPTION
 KA0489
 KA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0489'5.4 MI SE FROM CLOVERDALE.
 KA0489'1.0 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 KA0489'CLOVERDALE, THENCE ABOUT 4.45 MILES EAST ALONG STATE HIGHWAY 42,
 KA0489'0.15 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 KA0489'AT THE NOTA B. VAUGHAN FARM, 66 FEET NORTHEAST OF THE NORTHEAST
 KA0489'CORNER OF A GARAGE, 43 FEET SOUTH OF AND ABOUT 1.5 FOOT ABOVE
 KA0489'THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE NORTHEAST
 KA0489'CORNER OF THE HOUSE, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE,
 KA0489'7 FEET EAST OF THE CENTER LINE OF A DRIVE WAY, AND 1.5 FEET
 KA0489'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0489'E 63 1946 AND SET IN A CONCRETE POST.  NOTE-- THIS MARK MAY
 KA0489'BE REACHED FROM THE HIGH SCHOOL AT EMINENCE BY GOING SOUTH AND
 KA0489'WEST ALONG STATE HIGHWAY 42 FOR ABOUT 5.55 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0156 ***********************************************************************
 KA0156  DESIGNATION -  E 64
 KA0156  PID         -  KA0156
 KA0156  STATE/COUNTY-  IN/HENDRICKS
 KA0156  COUNTRY     -  US
 KA0156  USGS QUAD   -  BRIDGEPORT (2019)
 KA0156
 KA0156                         *CURRENT SURVEY CONTROL
 KA0156  ______________________________________________________________________
 KA0156* NAD 83(1986) POSITION- 39 38 33.     (N) 086 20 03.     (W)   SCALED
 KA0156* NAVD 88 ORTHO HEIGHT -   220.673 (meters)      723.99  (feet) ADJUSTED
 KA0156  ______________________________________________________________________
 KA0156  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KA0156  DYNAMIC HEIGHT  -        220.555 (meters)      723.60  (feet) COMP
 KA0156  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 KA0156
 KA0156  VERT ORDER      -  SECOND    CLASS 0
 KA0156
 KA0156.The horizontal coordinates were scaled from a map and have
 KA0156.an estimated accuracy of +/- 6 seconds.
 KA0156
 KA0156.The orthometric height was determined by differential leveling and
 KA0156.adjusted by the NATIONAL GEODETIC SURVEY
 KA0156.in June 1991.
 KA0156
 KA0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0156.GEOID18 height accuracy estimate available here.
 KA0156
 KA0156.Click photographs - Photos may exist for this station.
 KA0156
 KA0156.The dynamic height is computed by dividing the NAVD 88
 KA0156.geopotential number by the normal gravity value computed on the
 KA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0156.degrees latitude (g = 980.6199 gals.).
 KA0156
 KA0156.The modeled gravity was interpolated from observed gravity values.
 KA0156
 KA0156;                    North         East    Units  Estimated Accuracy
 KA0156;SPC IN W     -   488,090.      964,310.      MT  (+/- 180 meters Scaled)
 KA0156
 KA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ571882(NAD 83)
 KA0156
 KA0156                          SUPERSEDED SURVEY CONTROL
 KA0156
 KA0156  NGVD 29 (??/??/92)  220.80   (m)          724.4    (f) COMPUTED    2 0
 KA0156
 KA0156.Superseded values are not recommended for survey control.
 KA0156
 KA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0156.See file dsdata.pdf to determine how the superseded data were derived.
 KA0156
 KA0156_MARKER: DB = BENCH MARK DISK
 KA0156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0156_SP_SET: BOX CULVERT HEADWALL
 KA0156_STAMPING: E 64 1946
 KA0156_MARK LOGO: CGS
 KA0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0156+STABILITY: SURFACE MOTION
 KA0156
 KA0156  HISTORY     - Date     Condition        Report By
 KA0156  HISTORY     - 1946     MONUMENTED       CGS
 KA0156  HISTORY     - 20220805 MARK NOT FOUND   INDOT
 KA0156
 KA0156                          STATION DESCRIPTION
 KA0156
 KA0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0156'0.4 MI SW FROM FRIENDSWOOD.
 KA0156'ABOUT 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY 67 FROM THE CROSS
 KA0156'ROADS AT FRIENDSWOOD, AT THE SECOND CONCRETE CULVERT SOUTHWEST
 KA0156'OF THE CROSS ROADS, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 KA0156'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 14 FEET SOUTHEAST OF THE
 KA0156'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.
 KA0156'A STANDARD DISK, STAMPED E 64 1946.
 KA0156
 KA0156                          STATION RECOVERY (2022)
 KA0156
 KA0156'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0156'MARK NOT FOUND, APPEARS TO HAVE BEEN DESTROYED BY ROADWAY
 KA0156'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0157 ***********************************************************************
 KA0157  DESIGNATION -  E 64 RESET
 KA0157  PID         -  KA0157
 KA0157  STATE/COUNTY-  IN/HENDRICKS
 KA0157  COUNTRY     -  US
 KA0157  USGS QUAD   -  BRIDGEPORT (2019)
 KA0157
 KA0157                         *CURRENT SURVEY CONTROL
 KA0157  ______________________________________________________________________
 KA0157* NAD 83(1986) POSITION- 39 38 34.     (N) 086 20 03.     (W)   SCALED
 KA0157* NAVD 88 ORTHO HEIGHT -   219.75  (meters)      721.0   (feet) RESET
 KA0157  ______________________________________________________________________
 KA0157  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 KA0157  VERT ORDER      -  THIRD
 KA0157
 KA0157.The horizontal coordinates were scaled from a map and have
 KA0157.an estimated accuracy of +/- 6 seconds.
 KA0157
 KA0157.The orthometric height was computed from unverified reset data.
 KA0157
 KA0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0157.GEOID18 height accuracy estimate available here.
 KA0157
 KA0157.Click photographs - Photos may exist for this station.
 KA0157
 KA0157;                    North         East    Units  Estimated Accuracy
 KA0157;SPC IN W     -   488,120.      964,310.      MT  (+/- 180 meters Scaled)
 KA0157
 KA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ571883(NAD 83)
 KA0157
 KA0157                          SUPERSEDED SURVEY CONTROL
 KA0157
 KA0157  NGVD 29 (??/??/??)  219.87   (m)          721.4    (f) RESET       3  
 KA0157
 KA0157.Superseded values are not recommended for survey control.
 KA0157
 KA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0157.See file dsdata.pdf to determine how the superseded data were derived.
 KA0157
 KA0157_MARKER: DB = BENCH MARK DISK
 KA0157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0157_SP_SET: BOX CULVERT HEADWALL
 KA0157_STAMPING: E 64 RESET 1957
 KA0157_MARK LOGO: CGS
 KA0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0157+STABILITY: SURFACE MOTION
 KA0157
 KA0157  HISTORY     - Date     Condition        Report By
 KA0157  HISTORY     - 1957     MONUMENTED       INHD
 KA0157  HISTORY     - 1960     GOOD             CGS
 KA0157  HISTORY     - 1966     MARK NOT FOUND   USGS
 KA0157
 KA0157                          STATION DESCRIPTION
 KA0157
 KA0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KA0157'0.4 MI SW FROM FRIENDSWOOD.
 KA0157'THE MARK IS LOCATED ABOUT 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY
 KA0157'67 FROM THE CROSSROADS AT FRIENDSWOOD, AT THE SECOND CONCRETE
 KA0157'CULVERT SOUTHWEST OF THE CROSSROADS, SET IN THE TOP OF THE NORTHWEST
 KA0157'HEADWALL OF A 3 FT BY 4 FT CONCRETE BOX CULVERT, 74 FEET NORTHWEST
 KA0157'OF THE CENTERLINE OF THE DUAL-LANE HIGHWAY AND ABOUT 4 FEET BELOW
 KA0157'THE LEVEL OF THE SOUTHBOUND LANE.
 KA0157
 KA0157                          STATION RECOVERY (1966)
 KA0157
 KA0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KA0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0162 ***********************************************************************
 KA0162  DESIGNATION -  E 65
 KA0162  PID         -  KA0162
 KA0162  STATE/COUNTY-  IN/MORGAN
 KA0162  COUNTRY     -  US
 KA0162  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0162
 KA0162                         *CURRENT SURVEY CONTROL
 KA0162  ______________________________________________________________________
 KA0162* NAD 83(1986) POSITION- 39 35 35.     (N) 086 24 52.     (W)   SCALED
 KA0162* NAVD 88 ORTHO HEIGHT -   262.547 (meters)      861.37  (feet) ADJUSTED
 KA0162  ______________________________________________________________________
 KA0162  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 KA0162  DYNAMIC HEIGHT  -        262.403 (meters)      860.90  (feet) COMP
 KA0162  MODELED GRAVITY -    980,071.7   (mgal)                       NAVD 88
 KA0162
 KA0162  VERT ORDER      -  SECOND    CLASS 0
 KA0162
 KA0162.The horizontal coordinates were scaled from a map and have
 KA0162.an estimated accuracy of +/- 6 seconds.
 KA0162
 KA0162.The orthometric height was determined by differential leveling and
 KA0162.adjusted by the NATIONAL GEODETIC SURVEY
 KA0162.in June 1991.
 KA0162
 KA0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0162.GEOID18 height accuracy estimate available here.
 KA0162
 KA0162.Click photographs - Photos may exist for this station.
 KA0162
 KA0162.The dynamic height is computed by dividing the NAVD 88
 KA0162.geopotential number by the normal gravity value computed on the
 KA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0162.degrees latitude (g = 980.6199 gals.).
 KA0162
 KA0162.The modeled gravity was interpolated from observed gravity values.
 KA0162
 KA0162;                    North         East    Units  Estimated Accuracy
 KA0162;SPC IN W     -   482,550.      957,460.      MT  (+/- 180 meters Scaled)
 KA0162
 KA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ502827(NAD 83)
 KA0162
 KA0162                          SUPERSEDED SURVEY CONTROL
 KA0162
 KA0162  NGVD 29 (??/??/92)  262.667  (m)          861.77   (f) ADJ UNCH    2 0
 KA0162
 KA0162.Superseded values are not recommended for survey control.
 KA0162
 KA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0162.See file dsdata.pdf to determine how the superseded data were derived.
 KA0162
 KA0162_MARKER: DB = BENCH MARK DISK
 KA0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0162_STAMPING: E 65 1946
 KA0162_MARK LOGO: CGS
 KA0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0162+STABILITY: SURFACE MOTION
 KA0162
 KA0162  HISTORY     - Date     Condition        Report By
 KA0162  HISTORY     - 1946     MONUMENTED       CGS
 KA0162
 KA0162                          STATION DESCRIPTION
 KA0162
 KA0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0162'1.2 MI E FROM GASBURG.
 KA0162'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 42 FROM THE MC DONOUGHS
 KA0162'GROCERY STORE IN GASBURG, ABOUT 0.4 MILE EAST OF A CROSS ROAD, AT
 KA0162'THE THOMAS JONES PLACE, SET AT THE SOUTHEAST CORNER OF THE
 KA0162'YARD, 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA0162'HOUSE, 31 FEET NORTH OF AND ABOUT 3 FEET ABOVE THE CENTER LINE
 KA0162'OF THE ROAD, 10 FEET NORTH OF A FENCE CORNER POST, 1 FOOT WEST
 KA0162'OF A FENCE LINE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 KA0162'POST.  A STANDARD DISK, STAMPED E 65 1946 AND SET IN THE TOP OF
 KA0162'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1082 ***********************************************************************
 KA1082  DESIGNATION -  E 66
 KA1082  PID         -  KA1082
 KA1082  STATE/COUNTY-  IN/VIGO
 KA1082  COUNTRY     -  US
 KA1082  USGS QUAD   -  SEELYVILLE (2019)
 KA1082
 KA1082                         *CURRENT SURVEY CONTROL
 KA1082  ______________________________________________________________________
 KA1082* NAD 83(1997) POSITION- 39 27 35.06691(N) 087 18 11.82313(W)   ADJUSTED
 KA1082* NAVD 88 ORTHO HEIGHT -   175.041 (meters)      574.28  (feet) ADJUSTED
 KA1082  ______________________________________________________________________
 KA1082  GEOID HEIGHT    -        -32.821 (meters)                     GEOID18
 KA1082  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 KA1082  DYNAMIC HEIGHT  -        174.941 (meters)      573.95  (feet) COMP
 KA1082  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 KA1082
 KA1082  HORZ ORDER      -  SECOND
 KA1082  VERT ORDER      -  SECOND    CLASS 0
 KA1082
 KA1082.This mark is at Hulman Regional Airport (HUF)
 KA1082
 KA1082.The horizontal coordinates were established by classical geodetic methods
 KA1082.and adjusted by the National Geodetic Survey in May 1999.
 KA1082
 KA1082.The orthometric height was determined by differential leveling and
 KA1082.adjusted by the NATIONAL GEODETIC SURVEY
 KA1082.in June 1991.
 KA1082
 KA1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1082.GEOID18 height accuracy estimate available here.
 KA1082
 KA1082.Click photographs - Photos may exist for this station.
 KA1082
 KA1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1082
 KA1082.The dynamic height is computed by dividing the NAVD 88
 KA1082.geopotential number by the normal gravity value computed on the
 KA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1082.degrees latitude (g = 980.6199 gals.).
 KA1082
 KA1082.The modeled gravity was interpolated from observed gravity values.
 KA1082
 KA1082. The following values were computed from the NAD 83(1997) position.
 KA1082
 KA1082;                    North         East     Units Scale Factor Converg.
 KA1082;SPC IN W     -   467,558.048   881,070.986   MT  0.99997108   -0 08 23.2
 KA1082;SPC IN W     - 1,533,980.03  2,890,647.06   sFT  0.99997108   -0 08 23.2
 KA1082;UTM  16      - 4,367,840.420   473,908.863   MT  0.99960838   -0 11 33.9
 KA1082
 KA1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1082!SPC IN W     -   0.99997769  x   0.99997108  =   0.99994877
 KA1082!UTM  16      -   0.99997769  x   0.99960838  =   0.99958608
 KA1082
 KA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7390867840(NAD 83)
 KA1082
 KA1082                          SUPERSEDED SURVEY CONTROL
 KA1082
 KA1082  NAD 83(1986)-  39 27 35.07276(N)    087 18 11.81543(W) AD(       ) 2
 KA1082  NAD 27      -  39 27 34.94000(N)    087 18 11.74970(W) AD(       ) 2
 KA1082  NGVD 29 (??/??/92)  175.144  (m)          574.62   (f) ADJ UNCH    2 0
 KA1082
 KA1082.Superseded values are not recommended for survey control.
 KA1082
 KA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1082.See file dsdata.pdf to determine how the superseded data were derived.
 KA1082
 KA1082_MARKER: DB = BENCH MARK DISK
 KA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1082_STAMPING: E 66 1946
 KA1082_MARK LOGO: CGS
 KA1082_PROJECTION: RECESSED 91 CENTIMETERS
 KA1082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1082+STABILITY: SURFACE MOTION
 KA1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1082+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 KA1082
 KA1082  HISTORY     - Date     Condition        Report By
 KA1082  HISTORY     - 1946     MONUMENTED       CGS
 KA1082  HISTORY     - 1955     GOOD             CGS
 KA1082  HISTORY     - 1964     GOOD             CGS
 KA1082  HISTORY     - 1964     GOOD             CGS
 KA1082  HISTORY     - 1976     GOOD             NGS
 KA1082  HISTORY     - 1982     GOOD             USGS
 KA1082  HISTORY     - 19820615 GOOD             NGS
 KA1082  HISTORY     - 19870824 GOOD             LOCSUR
 KA1082  HISTORY     - 19961115 GOOD             NGS
 KA1082  HISTORY     - 20090428 GOOD             INDIV
 KA1082
 KA1082                          STATION DESCRIPTION
 KA1082
 KA1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1082'E66 USC AND GS BENCH MARK IS 55.03 FEET
 KA1082'WEST-SOUTHWEST OF STATION HULMAN, IN THE LAWN 74 FEET EAST OF THE
 KA1082'FLAGPOLE, 42 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE POWER
 KA1082'VAULT, AND 52 FT. NNW OF THE NW CORNER OF THE PWR. VAULT. MARKED BY
 KA1082'A STD. BENCH MK. DISK, STAMPED E66 1946, SET IN THE TOP OF A CONCRETE
 KA1082'POST 3 FT.  BELOW GROUND SURFACE AND PROTECTED BY A TILE PIPE 12
 KA1082'INCHES IN DIAMETER WITH METAL COVER.
 KA1082'
 KA1082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 KA1082'HIGHWAY 42 IN TERRE HAUTE, GO EAST ON STATE HIGHWAY 42 FOR 6
 KA1082'MILES TO THE ENTRANCE TO THE AIRPORT ON RIGHT. TURN RIGHT, SOUTH, AND
 KA1082'GO 0.2 MILE TO THE STATION ON LEFT AS DESCRIBED.
 KA1082
 KA1082                          STATION RECOVERY (1955)
 KA1082
 KA1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KA1082'6 MI E FROM TERRE HAUTE.
 KA1082'6.0 MILES EAST ALONG STATE HIGHWAY 42 FROM ITS JUNCTION WITH U.S.
 KA1082'HIGHWAY 41 AT TERRE HAUTE, VIGO COUNTY, AT HULMAN AIR FIELD, 0.2
 KA1082'MILE SOUTH OF THE ENTRANCE GATE, 130 FEET NORTHEAST OF THE MAIN
 KA1082'ENTRANCE TO THE TERMINAL BUILDING, 70 FEET EAST OF THE FLAGPOLE,
 KA1082'42 FEET NORTH OF THE NORTHWEST CORNER OF THE POWER VAULT, IN THE
 KA1082'LAWN, AND ABOUT 3 FEET BELOW THE GROUND SURFACE (PROTECTED BY A
 KA1082'TILE PIPE 12-INCHES IN DIAMETER WITH A METAL COVER).  A STANDARD
 KA1082'DISK, STAMPED E 66 1946 AND SET IN THE TOP OF A CONCRETE POST.
 KA1082
 KA1082                          STATION RECOVERY (1964)
 KA1082
 KA1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1082'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 KA1082'DESCRIBED ONLY AS A TRAVERSE STATION FROM HULMAN, 1947 WHICH,
 KA1082'TOGETHER WITH ITS REFERENCE MARKS HAVE BEEN COVERED WITH EARTH OR
 KA1082'HAVE BEEN DESTROYED.  A PRESENT DAY DESCRIPTION FOLLOWS--
 KA1082'
 KA1082'THE MARK IS LOCATED AT HULMAN AIR FIELD--0.2 MILE SOUTH OF THE
 KA1082'ENTRANCE GATE, 130 FT. NORTHEAST OF THE MAIN ENTRANCE TO THE
 KA1082'TERMINAL BUILDING, 70 FT. EAST OF THE FLAGPOLE, 42 FT. NORTH OF THE
 KA1082'NORTHWEST CORNER OF THE POWER VAULT.  THE MARK IS IN A 12-INCH,
 KA1082'METAL COVERED TILE PIPE 3 FT. BELOW THE SURFACE OF THE GROUND.
 KA1082'THE TILE PIPE PROTECTING THE MARK PROJECTS 0.5 FT.  A STANDARD
 KA1082'DISK STAMPED, E 66 1946, SET IN THE TOP OF A CONCRETE POST.
 KA1082
 KA1082                          STATION RECOVERY (1964)
 KA1082
 KA1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KA1082'RECOVERED IN GOOD CONDITION.
 KA1082
 KA1082                          STATION RECOVERY (1976)
 KA1082
 KA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 KA1082'LOCATED AT HULMAN FIELD, TERRE HAUTE, INDIANA.  IN A
 KA1082'TRIANGULAR-SHAPED GRASS AREA IMMEDIATELY NORTH OF THE TERMINAL
 KA1082'BUILDING.  74 FEET WEST OF THE FLAGPOLE.  IT IS INSIDE OF A 12
 KA1082'INCH CLAY PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 KA1082'GROUND.  THE STATION IS A STANDARD DISK STAMPED E 66 1946
 KA1082'SET IN A CONCRETE MONUMENT ABOUT 3 FEET BELOW THE GROUND.
 KA1082'
 KA1082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HULMAN FIELD.
 KA1082
 KA1082                          STATION RECOVERY (1982)
 KA1082
 KA1082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KA1082'THE MARK IS LOCATED AT HULMAN REGIONAL AIRPORT IN THE SHORT-TERM
 KA1082'PARKING LOT NORTH OF THE TERMINAL BUILDING. IT IS 102.0 FEET
 KA1082'SOUTHEAST OF A FIRE HYDRANT, 100.3 FEET NORTH-NORTHWEST OF THE
 KA1082'NORTHEAST CORNER OF THE TERMINAL BUILDING, 57.7 FEET SOUTH OF THE
 KA1082'CENTER OF AN IRON-GRATED MANHOLE, 33.9 FEET NORTH OF THE SOUTH CURB
 KA1082'OF THE PARKING LOT, AND 28.2 FEET WEST OF THE EAST CURB OF THE
 KA1082'PARKING LOT. THE FLAG POLE AND POWER VAULT MENTIONED IN THE 1955
 KA1082'RECOVERY NOTE ARE GONE. THE REST OF THE DESCRIPTION IS THE SAME,
 KA1082'EXCEPT THAT THE MARK IS 2.0 FEET BELOW THE SURFACE OF THE PARKING
 KA1082'LOT.
 KA1082
 KA1082                          STATION RECOVERY (1982)
 KA1082
 KA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KA1082'THE STATION IS LOCATED AT HULMAN REGIONAL AIRPORT IN THE SHORT-TERM
 KA1082'PARKING LOT NORTH OF THE TERMINAL BUILDING.  IT IS 102.0 FEET (31.1 M)
 KA1082'SE OF A FIRE HYDRANT, 100.3 FEET (30.6 M) NNW OF THE NE CORNER OF THE
 KA1082'TERMINAL BUILDING, 57.7 FEET (17.6 M) SOUTH OF THE CENTER OF AN
 KA1082'IRON-GRATED MANHOLE, 33.9 FEET (10.3 M) NORTH OF THE SOUTH CURB OF THE
 KA1082'PARKING LOT, AND 28.2 FEET (8.6 M) WEST OF THE EAST CURB OF THE
 KA1082'PARKING LOT.  THE STATION IS A STANDARD USCGS BM DISK SET IN A
 KA1082'CONCRETE POST, PROTECTED BY A TILE PIPE 12 INCHES IN DIAMETER WITH A 6
 KA1082'INCH BY 6 INCH IRON COVER, AND IS 2 FEET (0.6 M) BELOW THE PARKING LOT
 KA1082'SURFACE.  IT IS STAMPED, E 66 1946.
 KA1082
 KA1082                          STATION RECOVERY (1987)
 KA1082
 KA1082'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CFS)
 KA1082'RECOVERED IN GOOD CONDITION.
 KA1082
 KA1082                          STATION RECOVERY (1996)
 KA1082
 KA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 KA1082'THE STATION IS LOCATED AT HULMAN REGIONAL AIRPORT IN THE SHORT-TERM
 KA1082'PARKING LOT NORTH OF THE TERMINAL BUILDING.  IT IS 102.0 FEET (31.1 M)
 KA1082'SE OF A FIRE HYDRANT, 100.3 FEET (30.6 M) NNW OF THE NE CORNER OF THE
 KA1082'TERMINAL BUILDING, 57.7 FEET (17.6 M) SOUTH OF THE CENTER OF AN
 KA1082'IRON-GRATED MANHOLE, 33.9 FEET (10.3 M) NORTH OF THE SOUTH CURB OF THE
 KA1082'PARKING LOT, AND 28.2 FEET (8.6 M) WEST OF THE EAST CURB OF THE
 KA1082'PARKING LOT.  THE STATION IS A STANDARD USCGS BM DISK SET IN A
 KA1082'CONCRETE POST, PROTECTED BY A TILE PIPE 12 INCHES IN DIAMETER WITH A 6
 KA1082'INCH BY 6 INCH IRON COVER, AND IS 2 FEET (0.6 M) BELOW THE PARKING LOT
 KA1082'SURFACE.  IT IS STAMPED, E 66 1946.
 KA1082
 KA1082                          STATION RECOVERY (2009)
 KA1082
 KA1082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 KA1082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0945 ***********************************************************************
 KA0945  DESIGNATION -  E 67
 KA0945  PID         -  KA0945
 KA0945  STATE/COUNTY-  IN/CLAY
 KA0945  COUNTRY     -  US
 KA0945  USGS QUAD   -  BRAZIL EAST (2019)
 KA0945
 KA0945                         *CURRENT SURVEY CONTROL
 KA0945  ______________________________________________________________________
 KA0945* NAD 83(1986) POSITION- 39 33 18.     (N) 087 07 28.     (W)   SCALED
 KA0945* NAVD 88 ORTHO HEIGHT -   197.608 (meters)      648.32  (feet) ADJUSTED
 KA0945  ______________________________________________________________________
 KA0945  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 KA0945  DYNAMIC HEIGHT  -        197.494 (meters)      647.94  (feet) COMP
 KA0945  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 KA0945
 KA0945  VERT ORDER      -  SECOND    CLASS 0
 KA0945
 KA0945.The horizontal coordinates were scaled from a map and have
 KA0945.an estimated accuracy of +/- 6 seconds.
 KA0945
 KA0945.The orthometric height was determined by differential leveling and
 KA0945.adjusted by the NATIONAL GEODETIC SURVEY
 KA0945.in June 1991.
 KA0945
 KA0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0945.GEOID18 height accuracy estimate available here.
 KA0945
 KA0945.Click photographs - Photos may exist for this station.
 KA0945
 KA0945.The dynamic height is computed by dividing the NAVD 88
 KA0945.geopotential number by the normal gravity value computed on the
 KA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0945.degrees latitude (g = 980.6199 gals.).
 KA0945
 KA0945.The modeled gravity was interpolated from observed gravity values.
 KA0945
 KA0945;                    North         East    Units  Estimated Accuracy
 KA0945;SPC IN W     -   478,110.      896,470.      MT  (+/- 180 meters Scaled)
 KA0945
 KA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893783(NAD 83)
 KA0945
 KA0945                          SUPERSEDED SURVEY CONTROL
 KA0945
 KA0945  NGVD 29 (??/??/92)  197.710  (m)          648.65   (f) ADJ UNCH    2 0
 KA0945
 KA0945.Superseded values are not recommended for survey control.
 KA0945
 KA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0945.See file dsdata.pdf to determine how the superseded data were derived.
 KA0945
 KA0945_MARKER: DB = BENCH MARK DISK
 KA0945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0945_SP_SET: CULVERT HEADWALL
 KA0945_STAMPING: E 67 1946
 KA0945_MARK LOGO: CGS
 KA0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0945+STABILITY: SURFACE MOTION
 KA0945
 KA0945  HISTORY     - Date     Condition        Report By
 KA0945  HISTORY     - 1946     MONUMENTED       CGS
 KA0945
 KA0945                          STATION DESCRIPTION
 KA0945
 KA0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0945'2.2 MI N FROM BRAZIL.
 KA0945'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE
 KA0945'AT BRAZIL, ABOUT 0.25 MILE SOUTH OF A CROSS ROAD, AND SET IN THE
 KA0945'TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF AN 18
 KA0945'INCH CORRUGATED PIPE CULVERT, 41 FEET EAST OF AND ABOUT 6 FEET
 KA0945'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA0945'STAMPED E 67 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1160 ***********************************************************************
 KA1160  DESIGNATION -  E 68
 KA1160  PID         -  KA1160
 KA1160  STATE/COUNTY-  IN/CLAY
 KA1160  COUNTRY     -  US
 KA1160  USGS QUAD   -  STAUNTON (2019)
 KA1160
 KA1160                         *CURRENT SURVEY CONTROL
 KA1160  ______________________________________________________________________
 KA1160* NAD 83(1986) POSITION- 39 27 29.     (N) 087 12 03.     (W)   SCALED
 KA1160* NAVD 88 ORTHO HEIGHT -   202.040 (meters)      662.86  (feet) ADJUSTED
 KA1160  ______________________________________________________________________
 KA1160  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KA1160  DYNAMIC HEIGHT  -        201.924 (meters)      662.48  (feet) COMP
 KA1160  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 KA1160
 KA1160  VERT ORDER      -  SECOND    CLASS 0
 KA1160
 KA1160.The horizontal coordinates were scaled from a map and have
 KA1160.an estimated accuracy of +/- 6 seconds.
 KA1160
 KA1160.The orthometric height was determined by differential leveling and
 KA1160.adjusted by the NATIONAL GEODETIC SURVEY
 KA1160.in June 1991.
 KA1160
 KA1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1160.GEOID18 height accuracy estimate available here.
 KA1160
 KA1160.Click photographs - Photos may exist for this station.
 KA1160
 KA1160.The dynamic height is computed by dividing the NAVD 88
 KA1160.geopotential number by the normal gravity value computed on the
 KA1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1160.degrees latitude (g = 980.6199 gals.).
 KA1160
 KA1160.The modeled gravity was interpolated from observed gravity values.
 KA1160
 KA1160;                    North         East    Units  Estimated Accuracy
 KA1160;SPC IN W     -   467,350.      889,890.      MT  (+/- 180 meters Scaled)
 KA1160
 KA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827676(NAD 83)
 KA1160
 KA1160                          SUPERSEDED SURVEY CONTROL
 KA1160
 KA1160  NGVD 29 (??/??/92)  202.140  (m)          663.19   (f) ADJ UNCH    2 0
 KA1160
 KA1160.Superseded values are not recommended for survey control.
 KA1160
 KA1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1160.See file dsdata.pdf to determine how the superseded data were derived.
 KA1160
 KA1160_MARKER: DB = BENCH MARK DISK
 KA1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1160_STAMPING: E 68 1946
 KA1160_MARK LOGO: CGS
 KA1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1160+STABILITY: SURFACE MOTION
 KA1160
 KA1160  HISTORY     - Date     Condition        Report By
 KA1160  HISTORY     - 1946     MONUMENTED       CGS
 KA1160
 KA1160                          STATION DESCRIPTION
 KA1160
 KA1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1160'2.6 MI S FROM STAUNTON.
 KA1160'ABOUT 2.6 MILES SOUTH ALONG A ROAD LEADING TO CORY FROM THE
 KA1160'POST OFFICE AT STAUNTON, 0.75 MILES NORTH OF STATE HIGHWAY 42,
 KA1160'0.3 MILE SOUTH OF A T ROAD JUNCTION, 128 FEET SOUTH OF THE CENTER
 KA1160'OF A ROAD LEADING EAST TO A BARN, 40 FEET SOUTH OF A CEDAR TREE,
 KA1160'56 FEET NORTHWEST OF A 40 INCH OAK TREE STUMP, 19 FEET EAST OF AND
 KA1160'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 6 FEET SOUTHEAST
 KA1160'OF A FENCE CORNER POST WITH 3 1/2 INCH PIPE BRACES, AND 2 FEET
 KA1160'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 68
 KA1160'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA1160'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1169 ***********************************************************************
 KA1169  DESIGNATION -  E 69
 KA1169  PID         -  KA1169
 KA1169  STATE/COUNTY-  IN/CLAY
 KA1169  COUNTRY     -  US
 KA1169  USGS QUAD   -  CENTER POINT (2019)
 KA1169
 KA1169                         *CURRENT SURVEY CONTROL
 KA1169  ______________________________________________________________________
 KA1169* NAD 83(1986) POSITION- 39 28 27.     (N) 087 03 10.     (W)   SCALED
 KA1169* NAVD 88 ORTHO HEIGHT -   203.779 (meters)      668.56  (feet) ADJUSTED
 KA1169  ______________________________________________________________________
 KA1169  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 KA1169  DYNAMIC HEIGHT  -        203.663 (meters)      668.18  (feet) COMP
 KA1169  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA1169
 KA1169  VERT ORDER      -  SECOND    CLASS 0
 KA1169
 KA1169.The horizontal coordinates were scaled from a map and have
 KA1169.an estimated accuracy of +/- 6 seconds.
 KA1169
 KA1169.The orthometric height was determined by differential leveling and
 KA1169.adjusted by the NATIONAL GEODETIC SURVEY
 KA1169.in June 1991.
 KA1169
 KA1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1169.GEOID18 height accuracy estimate available here.
 KA1169
 KA1169.Click photographs - Photos may exist for this station.
 KA1169
 KA1169.The dynamic height is computed by dividing the NAVD 88
 KA1169.geopotential number by the normal gravity value computed on the
 KA1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1169.degrees latitude (g = 980.6199 gals.).
 KA1169
 KA1169.The modeled gravity was interpolated from observed gravity values.
 KA1169
 KA1169;                    North         East    Units  Estimated Accuracy
 KA1169;SPC IN W     -   469,140.      902,630.      MT  (+/- 180 meters Scaled)
 KA1169
 KA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ954693(NAD 83)
 KA1169
 KA1169                          SUPERSEDED SURVEY CONTROL
 KA1169
 KA1169  NGVD 29 (??/??/92)  203.890  (m)          668.93   (f) ADJ UNCH    2 0
 KA1169
 KA1169.Superseded values are not recommended for survey control.
 KA1169
 KA1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1169.See file dsdata.pdf to determine how the superseded data were derived.
 KA1169
 KA1169_MARKER: DB = BENCH MARK DISK
 KA1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1169_STAMPING: E 69 1946
 KA1169_MARK LOGO: CGS
 KA1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1169+STABILITY: SURFACE MOTION
 KA1169
 KA1169  HISTORY     - Date     Condition        Report By
 KA1169  HISTORY     - 1946     MONUMENTED       CGS
 KA1169
 KA1169                          STATION DESCRIPTION
 KA1169
 KA1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1169'1 MI E FROM ASHERVILLE.
 KA1169'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD AT
 KA1169'ASHERVILLE, 1.0 MILE WEST OF THE ROADMAN SCHOOL, AT A CROSS ROAD,
 KA1169'21 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19 FEET WEST
 KA1169'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA1169'5 FEET SOUTHWEST OF A STEEL FENCE CORNER POST, 3.5 FEET SOUTH
 KA1169'OF A WIRE FENCE, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.
 KA1169'A STANDARD DISK, STAMPED E 69 1946 AND SET IN THE TOP OF A
 KA1169'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0516 ***********************************************************************
 ME0516  DESIGNATION -  E 7
 ME0516  PID         -  ME0516
 ME0516  STATE/COUNTY-  IN/STARKE
 ME0516  COUNTRY     -  US
 ME0516  USGS QUAD   -  HAMLET (2019)
 ME0516
 ME0516                         *CURRENT SURVEY CONTROL
 ME0516  ______________________________________________________________________
 ME0516* NAD 83(1986) POSITION- 41 22 36.     (N) 086 32 36.     (W)   SCALED
 ME0516* NAVD 88 ORTHO HEIGHT -   214.284 (meters)      703.03  (feet) ADJUSTED
 ME0516  ______________________________________________________________________
 ME0516  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0516  DYNAMIC HEIGHT  -        214.197 (meters)      702.74  (feet) COMP
 ME0516  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 ME0516
 ME0516  VERT ORDER      -  FIRST     CLASS I
 ME0516
 ME0516.The horizontal coordinates were scaled from a map and have
 ME0516.an estimated accuracy of +/- 6 seconds.
 ME0516
 ME0516.The orthometric height was determined by differential leveling and
 ME0516.adjusted by the NATIONAL GEODETIC SURVEY
 ME0516.in June 1991.
 ME0516
 ME0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0516.GEOID18 height accuracy estimate available here.
 ME0516
 ME0516.Click photographs - Photos may exist for this station.
 ME0516
 ME0516.The dynamic height is computed by dividing the NAVD 88
 ME0516.geopotential number by the normal gravity value computed on the
 ME0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0516.degrees latitude (g = 980.6199 gals.).
 ME0516
 ME0516.The modeled gravity was interpolated from observed gravity values.
 ME0516
 ME0516;                    North         East    Units  Estimated Accuracy
 ME0516;SPC IN W     -   680,530.      945,170.      MT  (+/- 180 meters Scaled)
 ME0516
 ME0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381806(NAD 83)
 ME0516
 ME0516                          SUPERSEDED SURVEY CONTROL
 ME0516
 ME0516  NGVD 29 (??/??/92)  214.386  (m)          703.36   (f) ADJ UNCH    1 1
 ME0516
 ME0516.Superseded values are not recommended for survey control.
 ME0516
 ME0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0516.See file dsdata.pdf to determine how the superseded data were derived.
 ME0516
 ME0516_MARKER: Q = CHISELED SQUARE
 ME0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0516_SP_SET: ABUTMENT
 ME0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0516
 ME0516  HISTORY     - Date     Condition        Report By
 ME0516  HISTORY     - 1916     MONUMENTED       CGS
 ME0516  HISTORY     - 1968     GOOD             CGS
 ME0516  HISTORY     - 1989     GOOD             USPSQD
 ME0516  HISTORY     - 19990623 GOOD             USPSQD
 ME0516
 ME0516                          STATION DESCRIPTION
 ME0516
 ME0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0516'1.9 MI W FROM GROVERTOWN.
 ME0516'ABOUT 1.9 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0516'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, ABOUT 8 1/2 RAILS
 ME0516'WEST OF MILEPOST 396, A 2-INCH OUTLINED SQUARE ON THE TOP OF THE
 ME0516'SOUTHWEST CORNER OF THE SOUTH END OF THE FIRST STONE STEP ABOVE
 ME0516'THE MAIN BRIDGE SEAT OF THE EAST ABUTMENT, (BRIDGE NO. 396.07
 ME0516'OVER JAIN DITCH), 9.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0516'EASTBOUND TRACK AND 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 ME0516'SEC 21, T 34 N, R 1 W.
 ME0516
 ME0516                          STATION RECOVERY (1989)
 ME0516
 ME0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 ME0516'RECOVERED IN GOOD CONDITION.
 ME0516
 ME0516                          STATION RECOVERY (1999)
 ME0516
 ME0516'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0940 ***********************************************************************
 KA0940  DESIGNATION -  E 70
 KA0940  PID         -  KA0940
 KA0940  STATE/COUNTY-  IN/CLAY
 KA0940  COUNTRY     -  US
 KA0940  USGS QUAD   -  BRAZIL EAST (2019)
 KA0940
 KA0940                         *CURRENT SURVEY CONTROL
 KA0940  ______________________________________________________________________
 KA0940* NAD 83(1986) POSITION- 39 31 47.     (N) 087 05 55.     (W)   SCALED
 KA0940* NAVD 88 ORTHO HEIGHT -   208.998 (meters)      685.69  (feet) ADJUSTED
 KA0940  ______________________________________________________________________
 KA0940  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KA0940  DYNAMIC HEIGHT  -        208.877 (meters)      685.29  (feet) COMP
 KA0940  MODELED GRAVITY -    980,045.2   (mgal)                       NAVD 88
 KA0940
 KA0940  VERT ORDER      -  FIRST     CLASS II
 KA0940
 KA0940.The horizontal coordinates were scaled from a map and have
 KA0940.an estimated accuracy of +/- 6 seconds.
 KA0940
 KA0940.The orthometric height was determined by differential leveling and
 KA0940.adjusted by the NATIONAL GEODETIC SURVEY
 KA0940.in June 1991.
 KA0940
 KA0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0940.GEOID18 height accuracy estimate available here.
 KA0940
 KA0940.Click photographs - Photos may exist for this station.
 KA0940
 KA0940.The dynamic height is computed by dividing the NAVD 88
 KA0940.geopotential number by the normal gravity value computed on the
 KA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0940.degrees latitude (g = 980.6199 gals.).
 KA0940
 KA0940.The modeled gravity was interpolated from observed gravity values.
 KA0940
 KA0940;                    North         East    Units  Estimated Accuracy
 KA0940;SPC IN W     -   475,300.      898,690.      MT  (+/- 180 meters Scaled)
 KA0940
 KA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ915755(NAD 83)
 KA0940
 KA0940                          SUPERSEDED SURVEY CONTROL
 KA0940
 KA0940  NGVD 29 (??/??/92)  209.131  (m)          686.12   (f) ADJ UNCH    1 2
 KA0940
 KA0940.Superseded values are not recommended for survey control.
 KA0940
 KA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0940.See file dsdata.pdf to determine how the superseded data were derived.
 KA0940
 KA0940_MARKER: DB = BENCH MARK DISK
 KA0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0940_STAMPING: E 70 1946
 KA0940_MARK LOGO: CGS
 KA0940_PROJECTION: FLUSH
 KA0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0940+STABILITY: SURFACE MOTION
 KA0940
 KA0940  HISTORY     - Date     Condition        Report By
 KA0940  HISTORY     - 1946     MONUMENTED       CGS
 KA0940  HISTORY     - 1985     GOOD             NGS
 KA0940
 KA0940                          STATION DESCRIPTION
 KA0940
 KA0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0940'1.5 MI E FROM BRAZIL.
 KA0940'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0940'AT BRAZIL, AT THE EAST CITY LIMITS, 39.5 FEET SOUTH OF AND ABOUT
 KA0940'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF A
 KA0940'ROAD LEADING SOUTH, 40.5 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 KA0940'A FIRE HYDRANT, 6 FEET EAST OF POWER POLE NO. 372-713, 1.5 FEET
 KA0940'NORTH OF A WIRE FENCE, 5 FEET SOUTH OF THE SOUTH EDGE OF THE
 KA0940'SIDEWALK, 4 FEET EAST OF A CONCRETE HIGHWAY R.O.W. MARKER POST,
 KA0940'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0940'STAMPED E 70 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0940'3 INCHES ABOVE GROUND.
 KA0940
 KA0940                          STATION RECOVERY (1985)
 KA0940
 KA0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0940'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM (1.55
 KA0940'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0940'HIGHWAY 59 IN BRAZIL, 15.2 M (49.9 FT) NORTHWEST OF THE NORTHWEST
 KA0940'CORNER OF MACRETHS DAIRY TWIST DRIVE IN AND CAFE, 9.1 M (29.9 FT)
 KA0940'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 KA0940'6.9 M (22.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH,
 KA0940'AND 2.1 M (6.9 FT) EAST OF UTILITY POLE NUMBER 50.
 KA0940'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0830 ***********************************************************************
 KA0830  DESIGNATION -  E 71
 KA0830  PID         -  KA0830
 KA0830  STATE/COUNTY-  IN/PARKE
 KA0830  COUNTRY     -  US
 KA0830  USGS QUAD   -  MANSFIELD (2019)
 KA0830
 KA0830                         *CURRENT SURVEY CONTROL
 KA0830  ______________________________________________________________________
 KA0830* NAD 83(1986) POSITION- 39 39 23.     (N) 087 05 34.     (W)   SCALED
 KA0830* NAVD 88 ORTHO HEIGHT -   202.938 (meters)      665.81  (feet) ADJUSTED
 KA0830  ______________________________________________________________________
 KA0830  GEOID HEIGHT    -        -33.144 (meters)                     GEOID18
 KA0830  DYNAMIC HEIGHT  -        202.822 (meters)      665.43  (feet) COMP
 KA0830  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA0830
 KA0830  VERT ORDER      -  SECOND    CLASS 0
 KA0830
 KA0830.The horizontal coordinates were scaled from a map and have
 KA0830.an estimated accuracy of +/- 6 seconds.
 KA0830
 KA0830.The orthometric height was determined by differential leveling and
 KA0830.adjusted by the NATIONAL GEODETIC SURVEY
 KA0830.in June 1991.
 KA0830
 KA0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0830.GEOID18 height accuracy estimate available here.
 KA0830
 KA0830.Click photographs - Photos may exist for this station.
 KA0830
 KA0830.The dynamic height is computed by dividing the NAVD 88
 KA0830.geopotential number by the normal gravity value computed on the
 KA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0830.degrees latitude (g = 980.6199 gals.).
 KA0830
 KA0830.The modeled gravity was interpolated from observed gravity values.
 KA0830
 KA0830;                    North         East    Units  Estimated Accuracy
 KA0830;SPC IN W     -   489,370.      899,190.      MT  (+/- 180 meters Scaled)
 KA0830
 KA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920896(NAD 83)
 KA0830
 KA0830                          SUPERSEDED SURVEY CONTROL
 KA0830
 KA0830  NGVD 29 (??/??/92)  203.042  (m)          666.15   (f) ADJ UNCH    2 0
 KA0830
 KA0830.Superseded values are not recommended for survey control.
 KA0830
 KA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0830.See file dsdata.pdf to determine how the superseded data were derived.
 KA0830
 KA0830_MARKER: DB = BENCH MARK DISK
 KA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0830_STAMPING: E 71 1956
 KA0830_MARK LOGO: CGS
 KA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0830+STABILITY: SURFACE MOTION
 KA0830
 KA0830  HISTORY     - Date     Condition        Report By
 KA0830  HISTORY     - 1946     MONUMENTED       CGS
 KA0830
 KA0830                          STATION DESCRIPTION
 KA0830
 KA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0830'1.6 MI S FROM MANSFIELD.
 KA0830'ABOUT 1.6 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE CROSS ROADS
 KA0830'AT MANSFIELD, 190 FEET NORTHEAST OF THE CENTER OF A 6-FOOT
 KA0830'CONCRETE BOX CULVERT, 43 FEET NORTHWEST AND ACROSS THE ROAD FROM
 KA0830'AN IRON POST PAINTED RED AND YELLOW, 24.5 FEET NORTH OF AN
 KA0830'IDENTICAL RED AND YELLOW IRON POST ON THE NORTHWEST SIDE OF THE
 KA0830'ROAD, 25 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15
 KA0830'FEET SOUTHEAST OF A 30-INCH TRIANGULAR BLAZED RED OAK TREE, 4
 KA0830'FEET NORTH OF A CORNER FENCE POST, 2 FEET NORTHEAST OF A WHITE
 KA0830'WOODEN WITNESS POST AND ABOUT 2 FEET HIGHER THAN HIGHWAY LEVEL.
 KA0830'A STANDARD DISK, STAMPED E 71 1956 AND SET IN THE TOP OF A
 KA0830'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0560 ***********************************************************************
 KA0560  DESIGNATION -  E 72
 KA0560  PID         -  KA0560
 KA0560  STATE/COUNTY-  IN/PUTNAM
 KA0560  COUNTRY     -  US
 KA0560  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0560
 KA0560                         *CURRENT SURVEY CONTROL
 KA0560  ______________________________________________________________________
 KA0560* NAD 83(1986) POSITION- 39 45 45.94   (N) 086 55 21.96   (W)   HD_HELD1
 KA0560* NAVD 88 ORTHO HEIGHT -   252.729 (meters)      829.16  (feet) ADJUSTED
 KA0560  ______________________________________________________________________
 KA0560  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 KA0560  DYNAMIC HEIGHT  -        252.586 (meters)      828.69  (feet) COMP
 KA0560  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0560
 KA0560  VERT ORDER      -  SECOND    CLASS 0
 KA0560
 KA0560.The horizontal coordinates were determined by differentially corrected
 KA0560.hand held GPS observations or other comparable positioning techniques
 KA0560.and have an estimated accuracy of +/- 3 meters.
 KA0560
 KA0560.The orthometric height was determined by differential leveling and
 KA0560.adjusted by the NATIONAL GEODETIC SURVEY
 KA0560.in June 1991.
 KA0560
 KA0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0560.GEOID18 height accuracy estimate available here.
 KA0560
 KA0560.Click photographs - Photos may exist for this station.
 KA0560
 KA0560.The dynamic height is computed by dividing the NAVD 88
 KA0560.geopotential number by the normal gravity value computed on the
 KA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0560.degrees latitude (g = 980.6199 gals.).
 KA0560
 KA0560.The modeled gravity was interpolated from observed gravity values.
 KA0560
 KA0560;                    North         East    Units  Estimated Accuracy
 KA0560;SPC IN W     -   501,189.7     913,758.3     MT  (+/- 3 meters HH1 GPS) 
 KA0560
 KA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0661501429(NAD 83)
 KA0560
 KA0560                          SUPERSEDED SURVEY CONTROL
 KA0560
 KA0560  NGVD 29 (??/??/92)  252.832  (m)          829.50   (f) ADJ UNCH    2 0
 KA0560
 KA0560.Superseded values are not recommended for survey control.
 KA0560
 KA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0560.See file dsdata.pdf to determine how the superseded data were derived.
 KA0560
 KA0560_MARKER: DB = BENCH MARK DISK
 KA0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0560_SP_SET: BRIDGE
 KA0560_STAMPING: E 72 1946
 KA0560_MARK LOGO: CGS
 KA0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0560
 KA0560  HISTORY     - Date     Condition        Report By
 KA0560  HISTORY     - 1946     MONUMENTED       CGS
 KA0560
 KA0560                          STATION DESCRIPTION
 KA0560
 KA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0560'0.7 MI E FROM MORTON.
 KA0560'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0560'AT MORTON, SET IN THE TOP OF THE SOUTHEAST WINGWALL AT THE EAST
 KA0560'END OF CONCRETE BRIDGE NUMBER 36-D-34.17, 18.5 FEET SOUTH OF THE
 KA0560'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE BRIDGE
 KA0560'FLOOR.  A STANDARD DISK, STAMPED E 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0789 ***********************************************************************
 KA0789  DESIGNATION -  E 73
 KA0789  PID         -  KA0789
 KA0789  STATE/COUNTY-  IN/HENDRICKS
 KA0789  COUNTRY     -  US
 KA0789  USGS QUAD   -  COATESVILLE (2019)
 KA0789
 KA0789                         *CURRENT SURVEY CONTROL
 KA0789  ______________________________________________________________________
 KA0789* NAD 83(1986) POSITION- 39 43 44.81   (N) 086 39 04.14   (W)   HD_HELD1
 KA0789* NAVD 88 ORTHO HEIGHT -   282.610 (meters)      927.20  (feet) POSTED
 KA0789  ______________________________________________________________________
 KA0789  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KA0789  DYNAMIC HEIGHT  -        282.45  (meters)      926.7   (feet) COMP
 KA0789  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 KA0789
 KA0789  VERT ORDER      -  * POSTED, SEE BELOW
 KA0789
 KA0789.The horizontal coordinates were determined by differentially corrected
 KA0789.hand held GPS observations or other comparable positioning techniques
 KA0789.and have an estimated accuracy of +/- 3 meters.
 KA0789
 KA0789.The orthometric height was determined by differential leveling
 KA0789.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0789
 KA0789.* This is a POSTED BENCH MARK height.
 KA0789
 KA0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0789.GEOID18 height accuracy estimate available here.
 KA0789
 KA0789.Click photographs - Photos may exist for this station.
 KA0789
 KA0789.The dynamic height is computed by dividing the NAVD 88
 KA0789.geopotential number by the normal gravity value computed on the
 KA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0789.degrees latitude (g = 980.6199 gals.).
 KA0789
 KA0789.The modeled gravity was interpolated from observed gravity values.
 KA0789
 KA0789;                    North         East    Units  Estimated Accuracy
 KA0789;SPC IN W     -   497,530.9     937,050.1     MT  (+/- 3 meters HH1 GPS) 
 KA0789
 KA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2989597750(NAD 83)
 KA0789
 KA0789                          SUPERSEDED SURVEY CONTROL
 KA0789
 KA0789  NGVD 29 (??/??/92)  282.719  (m)          927.55   (f) ADJ UNCH    2 0
 KA0789
 KA0789.Superseded values are not recommended for survey control.
 KA0789
 KA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0789.See file dsdata.pdf to determine how the superseded data were derived.
 KA0789
 KA0789_MARKER: DB = BENCH MARK DISK
 KA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0789_STAMPING: E 73 1946
 KA0789_MARK LOGO: CGS
 KA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0789+STABILITY: SURFACE MOTION
 KA0789
 KA0789  HISTORY     - Date     Condition        Report By
 KA0789  HISTORY     - 1946     MONUMENTED       CGS
 KA0789  HISTORY     - 20081118 MARK NOT FOUND   INDOT
 KA0789
 KA0789                          STATION DESCRIPTION
 KA0789
 KA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0789'2.1 MI S FROM NEW WINCHESTER.
 KA0789'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE HIGHSCHOOL
 KA0789'BUILDING AT NEW WINCHESTER, ABOUT 0.8 MILE NORTH OF THE OVERPASS
 KA0789'OVER THE NEW YORK CENTRAL RAILROAD, IN A BARN YARD ON THE WEST SIDE
 KA0789'OF THE HIGHWAY, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED
 KA0789'TILE BRICK HOUSE, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KA0789'23 FEET NORTHEAST OF THE MOST NORTHERLY OF A NORTH-SOUTH ROW OF FOUR
 KA0789'LARGE MAPLE TREES IN FRONT OF THE HOUSE, 1.5 FEET NORTH OF THE SOUTH
 KA0789'BARN YARD FENCE LINE, 2 FEET FROM A WHITE WOODEN WITNESS POST AND
 KA0789'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 73 1946
 KA0789'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0789'GROUND.
 KA0789
 KA0789                          STATION RECOVERY (2008)
 KA0789
 KA0789'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0789'MARK NOT FOUND (GONE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0777 ***********************************************************************
 KA0777  DESIGNATION -  E 74
 KA0777  PID         -  KA0777
 KA0777  STATE/COUNTY-  IN/PUTNAM
 KA0777  COUNTRY     -  US
 KA0777  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0777
 KA0777                         *CURRENT SURVEY CONTROL
 KA0777  ______________________________________________________________________
 KA0777* NAD 83(1986) POSITION- 39 46 57.     (N) 086 57 08.     (W)   SCALED
 KA0777* NAVD 88 ORTHO HEIGHT -   234.218 (meters)      768.43  (feet) ADJUSTED
 KA0777  ______________________________________________________________________
 KA0777  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 KA0777  DYNAMIC HEIGHT  -        234.085 (meters)      767.99  (feet) COMP
 KA0777  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA0777
 KA0777  VERT ORDER      -  SECOND    CLASS 0
 KA0777
 KA0777.The horizontal coordinates were scaled from a map and have
 KA0777.an estimated accuracy of +/- 6 seconds.
 KA0777
 KA0777.The orthometric height was determined by differential leveling and
 KA0777.adjusted by the NATIONAL GEODETIC SURVEY
 KA0777.in June 1991.
 KA0777
 KA0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0777.GEOID18 height accuracy estimate available here.
 KA0777
 KA0777.Click photographs - Photos may exist for this station.
 KA0777
 KA0777.The dynamic height is computed by dividing the NAVD 88
 KA0777.geopotential number by the normal gravity value computed on the
 KA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0777.degrees latitude (g = 980.6199 gals.).
 KA0777
 KA0777.The modeled gravity was interpolated from observed gravity values.
 KA0777
 KA0777;                    North         East    Units  Estimated Accuracy
 KA0777;SPC IN W     -   503,380.      911,230.      MT  (+/- 180 meters Scaled)
 KA0777
 KA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK040036(NAD 83)
 KA0777
 KA0777                          SUPERSEDED SURVEY CONTROL
 KA0777
 KA0777  NGVD 29 (??/??/92)  234.318  (m)          768.76   (f) ADJ UNCH    2 0
 KA0777
 KA0777.Superseded values are not recommended for survey control.
 KA0777
 KA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0777.See file dsdata.pdf to determine how the superseded data were derived.
 KA0777
 KA0777_MARKER: DB = BENCH MARK DISK
 KA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0777_STAMPING: E 74 1946
 KA0777_MARK LOGO: CGS
 KA0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0777+STABILITY: SURFACE MOTION
 KA0777
 KA0777  HISTORY     - Date     Condition        Report By
 KA0777  HISTORY     - 1946     MONUMENTED       CGS
 KA0777
 KA0777                          STATION DESCRIPTION
 KA0777
 KA0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0777'1.9 MI N FROM MORTON.
 KA0777'ABOUT 1.9 MILE NORTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM THE
 KA0777'CROSS ROADS AT MORTON, 129 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 KA0777'THE SOUTHWEST CORNER OF A HOUSE, 64 FEET SOUTHWEST OF THE SOUTHEAST
 KA0777'CORNER OF A DOUBLE GARAGE, 48 FEET SOUTHWEST OF A 36-INCH MAPLE
 KA0777'TREE, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH
 KA0777'OF A WIRE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 KA0777'A STANDARD DISK, STAMPED E 74 1946 AND SET IN THE TOP OF A CONCRETE
 KA0777'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0728 ***********************************************************************
 KA0728  DESIGNATION -  E 75
 KA0728  PID         -  KA0728
 KA0728  STATE/COUNTY-  IN/MONTGOMERY
 KA0728  COUNTRY     -  US
 KA0728  USGS QUAD   -  LADOGA (2019)
 KA0728
 KA0728                         *CURRENT SURVEY CONTROL
 KA0728  ______________________________________________________________________
 KA0728* NAD 83(1986) POSITION- 39 56 38.     (N) 086 48 24.     (W)   SCALED
 KA0728* NAVD 88 ORTHO HEIGHT -   258.002 (meters)      846.46  (feet) ADJUSTED
 KA0728  ______________________________________________________________________
 KA0728  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 KA0728  DYNAMIC HEIGHT  -        257.861 (meters)      846.00  (feet) COMP
 KA0728  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 KA0728
 KA0728  VERT ORDER      -  SECOND    CLASS 0
 KA0728
 KA0728.The horizontal coordinates were scaled from a map and have
 KA0728.an estimated accuracy of +/- 6 seconds.
 KA0728
 KA0728.The orthometric height was determined by differential leveling and
 KA0728.adjusted by the NATIONAL GEODETIC SURVEY
 KA0728.in June 1991.
 KA0728
 KA0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0728.GEOID18 height accuracy estimate available here.
 KA0728
 KA0728.Click photographs - Photos may exist for this station.
 KA0728
 KA0728.The dynamic height is computed by dividing the NAVD 88
 KA0728.geopotential number by the normal gravity value computed on the
 KA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0728.degrees latitude (g = 980.6199 gals.).
 KA0728
 KA0728.The modeled gravity was interpolated from observed gravity values.
 KA0728
 KA0728;                    North         East    Units  Estimated Accuracy
 KA0728;SPC IN W     -   521,320.      923,640.      MT  (+/- 180 meters Scaled)
 KA0728
 KA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK165215(NAD 83)
 KA0728
 KA0728                          SUPERSEDED SURVEY CONTROL
 KA0728
 KA0728  NGVD 29 (??/??/92)  258.102  (m)          846.79   (f) ADJ UNCH    2 0
 KA0728
 KA0728.Superseded values are not recommended for survey control.
 KA0728
 KA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0728.See file dsdata.pdf to determine how the superseded data were derived.
 KA0728
 KA0728_MARKER: DB = BENCH MARK DISK
 KA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0728_STAMPING: E 75 1946
 KA0728_MARK LOGO: CGS
 KA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0728+STABILITY: SURFACE MOTION
 KA0728
 KA0728  HISTORY     - Date     Condition        Report By
 KA0728  HISTORY     - 1946     MONUMENTED       CGS
 KA0728
 KA0728                          STATION DESCRIPTION
 KA0728
 KA0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0728'2.2 MI N FROM LADOGA.
 KA0728'ABOUT 2.2 MILES NORTH ALONG THE MACE-LADOGA HIGHWAY FROM THE
 KA0728'POST OFFICE AT LADOGA, ON THE WEST SIDE OF THE ENTRANCE TO
 KA0728'HARSHBARBER CEMETERY, 48.5 FEET NORTHEAST OF THE CENTER LINE OF
 KA0728'THE ROAD, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD,
 KA0728'1 FOOT SOUTHWEST OF AN IRON ROD FENCE, 2 FEET SOUTHEAST OF A
 KA0728'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 KA0728'DISK, STAMPED E 75 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0728'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0752 ***********************************************************************
 KA0752  DESIGNATION -  E 76
 KA0752  PID         -  KA0752
 KA0752  STATE/COUNTY-  IN/HENDRICKS
 KA0752  COUNTRY     -  US
 KA0752  USGS QUAD   -  HALL (2019)
 KA0752
 KA0752                         *CURRENT SURVEY CONTROL
 KA0752  ______________________________________________________________________
 KA0752* NAD 83(1986) POSITION- 39 37 13.     (N) 086 36 31.     (W)   SCALED
 KA0752* NAVD 88 ORTHO HEIGHT -   255.081 (meters)      836.88  (feet) ADJUSTED
 KA0752  ______________________________________________________________________
 KA0752  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KA0752  DYNAMIC HEIGHT  -        254.939 (meters)      836.41  (feet) COMP
 KA0752  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 KA0752
 KA0752  VERT ORDER      -  SECOND    CLASS 0
 KA0752
 KA0752.The horizontal coordinates were scaled from a map and have
 KA0752.an estimated accuracy of +/- 6 seconds.
 KA0752
 KA0752.The orthometric height was determined by differential leveling and
 KA0752.adjusted by the NATIONAL GEODETIC SURVEY
 KA0752.in June 1991.
 KA0752
 KA0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0752.GEOID18 height accuracy estimate available here.
 KA0752
 KA0752.Click photographs - Photos may exist for this station.
 KA0752
 KA0752.The dynamic height is computed by dividing the NAVD 88
 KA0752.geopotential number by the normal gravity value computed on the
 KA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0752.degrees latitude (g = 980.6199 gals.).
 KA0752
 KA0752.The modeled gravity was interpolated from observed gravity values.
 KA0752
 KA0752;                    North         East    Units  Estimated Accuracy
 KA0752;SPC IN W     -   485,470.      940,760.      MT  (+/- 180 meters Scaled)
 KA0752
 KA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ335856(NAD 83)
 KA0752
 KA0752                          SUPERSEDED SURVEY CONTROL
 KA0752
 KA0752  NGVD 29 (??/??/92)  255.176  (m)          837.19   (f) ADJ UNCH    2 0
 KA0752
 KA0752.Superseded values are not recommended for survey control.
 KA0752
 KA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0752.See file dsdata.pdf to determine how the superseded data were derived.
 KA0752
 KA0752_MARKER: DB = BENCH MARK DISK
 KA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0752_STAMPING: E 76 1946
 KA0752_MARK LOGO: CGS
 KA0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0752+STABILITY: SURFACE MOTION
 KA0752
 KA0752  HISTORY     - Date     Condition        Report By
 KA0752  HISTORY     - 1946     MONUMENTED       CGS
 KA0752
 KA0752                          STATION DESCRIPTION
 KA0752
 KA0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0752'1.8 MI SE FROM STILESVILLE.
 KA0752'ABOUT 1.8 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 KA0752'AT STILESVILLE, 0.6 MILE NORTHWEST OF A POWER TRANSMISSION LINE
 KA0752'CROSSING, AT THE ELEA BARROW PLACE, 123 FEET NORTHWEST OF THE
 KA0752'NORTH CORNER OF THE HOUSE, 21 FEET SOUTHWEST OF AND ABOUT 1 FOOT
 KA0752'BELOW THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF A 30 INCH TREE
 KA0752'IN THE FENCE LINE, 10 FEET SOUTH OF A FENCE CORNER POST, 4 FEET
 KA0752'EAST OF THE FENCE LINE, 1.5 FEET NORTHEAST OF A WHITE WOODEN
 KA0752'WITNESS POST.  A STANDARD DISK, STAMPED E 76 1946 AND SET IN THE
 KA0752'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0102 ***********************************************************************
 KA0102  DESIGNATION -  E 77
 KA0102  PID         -  KA0102
 KA0102  STATE/COUNTY-  IN/MARION
 KA0102  COUNTRY     -  US
 KA0102  USGS QUAD   -  CLERMONT (2019)
 KA0102
 KA0102                         *CURRENT SURVEY CONTROL
 KA0102  ______________________________________________________________________
 KA0102* NAD 83(1986) POSITION- 39 45 42.     (N) 086 15 01.     (W)   SCALED
 KA0102* NAVD 88 ORTHO HEIGHT -   228.546 (meters)      749.82  (feet) POSTED
 KA0102  ______________________________________________________________________
 KA0102  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 KA0102  DYNAMIC HEIGHT  -        228.42  (meters)      749.4   (feet) COMP
 KA0102  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 KA0102
 KA0102  VERT ORDER      -  * POSTED, SEE BELOW
 KA0102
 KA0102.The horizontal coordinates were scaled from a map and have
 KA0102.an estimated accuracy of +/- 6 seconds.
 KA0102
 KA0102.The orthometric height was determined by differential leveling
 KA0102.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0102
 KA0102.* This is a POSTED BENCH MARK height.
 KA0102
 KA0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0102.GEOID18 height accuracy estimate available here.
 KA0102
 KA0102.Click photographs - Photos may exist for this station.
 KA0102
 KA0102.The dynamic height is computed by dividing the NAVD 88
 KA0102.geopotential number by the normal gravity value computed on the
 KA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0102.degrees latitude (g = 980.6199 gals.).
 KA0102
 KA0102.The modeled gravity was interpolated from observed gravity values.
 KA0102
 KA0102;                    North         East    Units  Estimated Accuracy
 KA0102;SPC IN E     -   501,220.       49,990.      MT  (+/- 180 meters Scaled)
 KA0102
 KA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK642015(NAD 83)
 KA0102
 KA0102                          SUPERSEDED SURVEY CONTROL
 KA0102
 KA0102  NGVD 29 (??/??/92)  228.67   (m)          750.2    (f) COMPUTED    1 2
 KA0102
 KA0102.Superseded values are not recommended for survey control.
 KA0102
 KA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0102.See file dsdata.pdf to determine how the superseded data were derived.
 KA0102
 KA0102_MARKER: DB = BENCH MARK DISK
 KA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0102_STAMPING: E 77 1946
 KA0102_MARK LOGO: CGS
 KA0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0102+STABILITY: SURFACE MOTION
 KA0102
 KA0102  HISTORY     - Date     Condition        Report By
 KA0102  HISTORY     - 1946     MONUMENTED       CGS
 KA0102
 KA0102                          STATION DESCRIPTION
 KA0102
 KA0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0102'4.7 MI W FROM INDIANAPOLIS.
 KA0102'ABOUT 4.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0102'FROM UNION STATION AT INDIANAPOLIS, AT A NORTH-SOUTH MACADAM
 KA0102'ROAD CROSSING, 114 FEET SOUTHWEST AND ACROSS THE CROSSING FROM
 KA0102'POLE 4/45, 47 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND
 KA0102'TRACK, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 KA0102'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 1.5 FEET EAST OF A
 KA0102'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A
 KA0102'STANDARD DISK, STAMPED E 77 1946 AND SET IN THE TOP OF A CONCRETE
 KA0102'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0103 ***********************************************************************
 KA0103  DESIGNATION -  E 77 RESET
 KA0103  PID         -  KA0103
 KA0103  STATE/COUNTY-  IN/MARION
 KA0103  COUNTRY     -  US
 KA0103  USGS QUAD   -  CLERMONT (2019)
 KA0103
 KA0103                         *CURRENT SURVEY CONTROL
 KA0103  ______________________________________________________________________
 KA0103* NAD 83(1986) POSITION- 39 45 41.     (N) 086 15 01.     (W)   SCALED
 KA0103* NAVD 88 ORTHO HEIGHT -   228.06  (+/-2cm)      748.2   (feet) VERTCON3
 KA0103  ______________________________________________________________________
 KA0103  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 KA0103  VERT ORDER      -  THIRD (See Below)
 KA0103
 KA0103.The horizontal coordinates were scaled from a map and have
 KA0103.an estimated accuracy of +/- 6 seconds.
 KA0103
 KA0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0103
 KA0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0103.GEOID18 height accuracy estimate available here.
 KA0103
 KA0103.The vertical order pertains to the NGVD 29 superseded value.
 KA0103
 KA0103.Click photographs - Photos may exist for this station.
 KA0103
 KA0103;                    North         East    Units  Estimated Accuracy
 KA0103;SPC IN E     -   501,190.       49,990.      MT  (+/- 180 meters Scaled)
 KA0103
 KA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK642015(NAD 83)
 KA0103
 KA0103                          SUPERSEDED SURVEY CONTROL
 KA0103
 KA0103  NGVD 29 (??/??/??)  228.19   (m)          748.7    (f) RESET       3  
 KA0103
 KA0103.Superseded values are not recommended for survey control.
 KA0103
 KA0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0103.See file dsdata.pdf to determine how the superseded data were derived.
 KA0103
 KA0103_MARKER: DB = BENCH MARK DISK
 KA0103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0103_SP_SET: CULVERT
 KA0103_STAMPING: E 77 RESET 1960
 KA0103_MARK LOGO: CGS
 KA0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0103+STABILITY: SURFACE MOTION
 KA0103
 KA0103  HISTORY     - Date     Condition        Report By
 KA0103  HISTORY     - 1960     MONUMENTED       INFCC
 KA0103  HISTORY     - 1976     GOOD             LOCSUR
 KA0103  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0103  HISTORY     - 19960711 GOOD             USPSQD
 KA0103
 KA0103                          STATION DESCRIPTION
 KA0103
 KA0103'DESCRIBED BY IN FLOOD CONTR COMM 1960
 KA0103'4.7 MI W FROM INDIANAPOLIS.
 KA0103'ABOUT 4.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0103'UNION STATION AT INDIANAPOLIS, AT A NORTH-SOUTH MACADAM ROAD
 KA0103'CROSSING (LYNDHURST DRIVE), AT THE WEST EDGE OF INDIANAPOLIS,
 KA0103'AT A 6-FOOT BOX CULVERT UNDER THE STREET (LYNDHURST DRIVE),
 KA0103'55 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 13 FEET EAST OF
 KA0103'THE CENTERLINE OF THE ROAD, 0.6 FOOT NORTH OF THE SOUTH END
 KA0103'OF THE EAST GUARDRAIL BASE, 0.4 FOOT ABOVE THE LEVEL OF THE
 KA0103'STREET.
 KA0103
 KA0103                          STATION RECOVERY (1976)
 KA0103
 KA0103'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0103'RECOVERED IN GOOD CONDITION.
 KA0103
 KA0103                          STATION RECOVERY (1985)
 KA0103
 KA0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0103'MARK NOT FOUND.
 KA0103
 KA0103                          STATION RECOVERY (1996)
 KA0103
 KA0103'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0593 ***********************************************************************
 LB0593  DESIGNATION -  E 78
 LB0593  PID         -  LB0593
 LB0593  STATE/COUNTY-  IN/BOONE
 LB0593  COUNTRY     -  US
 LB0593  USGS QUAD   -  ROSSTON (2019)
 LB0593
 LB0593                         *CURRENT SURVEY CONTROL
 LB0593  ______________________________________________________________________
 LB0593* NAD 83(1986) POSITION- 40 07 05.     (N) 086 19 20.     (W)   SCALED
 LB0593* NAVD 88 ORTHO HEIGHT -   290.332 (meters)      952.53  (feet) ADJUSTED
 LB0593  ______________________________________________________________________
 LB0593  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 LB0593  DYNAMIC HEIGHT  -        290.171 (meters)      952.00  (feet) COMP
 LB0593  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 LB0593
 LB0593  VERT ORDER      -  SECOND    CLASS 0
 LB0593
 LB0593.The horizontal coordinates were scaled from a map and have
 LB0593.an estimated accuracy of +/- 6 seconds.
 LB0593
 LB0593.The orthometric height was determined by differential leveling and
 LB0593.adjusted by the NATIONAL GEODETIC SURVEY
 LB0593.in June 1991.
 LB0593
 LB0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0593.GEOID18 height accuracy estimate available here.
 LB0593
 LB0593.Click photographs - Photos may exist for this station.
 LB0593
 LB0593.The dynamic height is computed by dividing the NAVD 88
 LB0593.geopotential number by the normal gravity value computed on the
 LB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0593.degrees latitude (g = 980.6199 gals.).
 LB0593
 LB0593.The modeled gravity was interpolated from observed gravity values.
 LB0593
 LB0593;                    North         East    Units  Estimated Accuracy
 LB0593;SPC IN W     -   540,900.      964,880.      MT  (+/- 180 meters Scaled)
 LB0593
 LB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK577410(NAD 83)
 LB0593
 LB0593                          SUPERSEDED SURVEY CONTROL
 LB0593
 LB0593  NGVD 29 (??/??/92)  290.432  (m)          952.86   (f) ADJ UNCH    2 0
 LB0593
 LB0593.Superseded values are not recommended for survey control.
 LB0593
 LB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0593.See file dsdata.pdf to determine how the superseded data were derived.
 LB0593
 LB0593_MARKER: DB = BENCH MARK DISK
 LB0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0593_SP_SET: BRIDGE RAILING
 LB0593_STAMPING: E 78 1946
 LB0593_MARK LOGO: CGS
 LB0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0593
 LB0593  HISTORY     - Date     Condition        Report By
 LB0593  HISTORY     - 1946     MONUMENTED       CGS
 LB0593
 LB0593                          STATION DESCRIPTION
 LB0593
 LB0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0593'2.6 MI NW FROM WAUGH.
 LB0593'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE
 LB0593'CROSS ROADS AT WAUGH, SET IN THE TOP OF THE CENTER OF THE
 LB0593'NORTHEAST RAILING OF A 10-FOOT CONCRETE BRIDGE, 18 FEET NORTHEAST
 LB0593'OF THE CENTER LINE OF THE HIGHWAY, AND 2.5 FEET ABOVE HIGHWAY
 LB0593'LEVEL.  A STANDARD DISK, STAMPED E 78 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0063 ***********************************************************************
 KA0063  DESIGNATION -  E 79
 KA0063  PID         -  KA0063
 KA0063  STATE/COUNTY-  IN/MARION
 KA0063  COUNTRY     -  US
 KA0063  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0063
 KA0063                         *CURRENT SURVEY CONTROL
 KA0063  ______________________________________________________________________
 KA0063* NAD 83(1986) POSITION- 39 47 17.23   (N) 086 10 05.78   (W)   HD_HELD1
 KA0063* NAVD 88 ORTHO HEIGHT -   218.031 (meters)      715.32  (feet) ADJUSTED
 KA0063  ______________________________________________________________________
 KA0063  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 KA0063  DYNAMIC HEIGHT  -        217.911 (meters)      714.93  (feet) COMP
 KA0063  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 KA0063
 KA0063  VERT ORDER      -  SECOND    CLASS 0
 KA0063
 KA0063.The horizontal coordinates were determined by differentially corrected
 KA0063.hand held GPS observations or other comparable positioning techniques
 KA0063.and have an estimated accuracy of +/- 3 meters.
 KA0063
 KA0063.The orthometric height was determined by differential leveling and
 KA0063.adjusted by the NATIONAL GEODETIC SURVEY
 KA0063.in June 1991.
 KA0063
 KA0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0063.GEOID18 height accuracy estimate available here.
 KA0063
 KA0063.Click photographs - Photos may exist for this station.
 KA0063
 KA0063.The dynamic height is computed by dividing the NAVD 88
 KA0063.geopotential number by the normal gravity value computed on the
 KA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0063.degrees latitude (g = 980.6199 gals.).
 KA0063
 KA0063.The modeled gravity was interpolated from observed gravity values.
 KA0063
 KA0063;                    North         East    Units  Estimated Accuracy
 KA0063;SPC IN E     -   504,113.1      57,035.2     MT  (+/- 3 meters HH1 GPS) 
 KA0063
 KA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7121504571(NAD 83)
 KA0063
 KA0063                          SUPERSEDED SURVEY CONTROL
 KA0063
 KA0063  NGVD 29 (??/??/92)  218.163  (m)          715.76   (f) ADJ UNCH    2 0
 KA0063
 KA0063.Superseded values are not recommended for survey control.
 KA0063
 KA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0063.See file dsdata.pdf to determine how the superseded data were derived.
 KA0063
 KA0063_MARKER: DB = BENCH MARK DISK
 KA0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0063_SP_SET: BRIDGE
 KA0063_STAMPING: E 79 1946
 KA0063_MARK LOGO: CGS
 KA0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0063+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2014
 KA0063
 KA0063  HISTORY     - Date     Condition        Report By
 KA0063  HISTORY     - 1946     MONUMENTED       CGS
 KA0063  HISTORY     - 19960711 POOR             USPSQD
 KA0063  HISTORY     - 20050103 POOR             INDIV
 KA0063  HISTORY     - 20070605 GOOD             INDIV
 KA0063  HISTORY     - 20140525 POOR             GEOCAC
 KA0063
 KA0063                          STATION DESCRIPTION
 KA0063
 KA0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0063'AT INDIANAPOLIS.
 KA0063'AT INDIANAPOLIS, AT THE INTERSECTION OF NORTH WEST STREET AND
 KA0063'WEST 16TH STREET, 39 FEET EAST OF THE CENTER LINE OF NORTH WEST
 KA0063'STREET AND 74 FEET SOUTH OF THE CENTER LINE OF WEST 16TH STREET,
 KA0063'SET IN THE TOP OF THE NORTH END OF THE EAST RAILING OF A CONCRETE
 KA0063'BRIDGE, ABOUT 3.1 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 KA0063'STAMPED E 79 1946.
 KA0063
 KA0063                          STATION RECOVERY (1996)
 KA0063
 KA0063'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0063'MARK RECOVERED IN POOR CONDITION.
 KA0063
 KA0063                          STATION RECOVERY (2005)
 KA0063
 KA0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TF)
 KA0063'STATION MARKINGS HAVE BEEN OBLITERATED.
 KA0063
 KA0063                          STATION RECOVERY (2007)
 KA0063
 KA0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA0063'LAT- 39 47'17.23224 N
 KA0063'LONG- 86 10'05.78191 W
 KA0063'BY RTK GPS MEASUREMENT PER MWRTK.COM TRIMBLE VRS NETWORK
 KA0063
 KA0063                          STATION RECOVERY (2014)
 KA0063
 KA0063'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0063'RECOVERED IN POOR CONDITION.  THE CENTER OF THE DISK HAS BEEN
 KA0063'MUTILATED.  REPLACE ALL REFERENCES TO NORTH WEST STREET WITH DR.
 KA0063'MARTIN LUTHER KING JR.  STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1254 ***********************************************************************
 MD1254  DESIGNATION -  E 8
 MD1254  PID         -  MD1254
 MD1254  STATE/COUNTY-  IN/KOSCIUSKO
 MD1254  COUNTRY     -  US
 MD1254  USGS QUAD   -  BURKET (2019)
 MD1254
 MD1254                         *CURRENT SURVEY CONTROL
 MD1254  ______________________________________________________________________
 MD1254* NAD 83(1986) POSITION- 41 14 17.     (N) 085 53 21.     (W)   SCALED
 MD1254* NAVD 88 ORTHO HEIGHT -   249.785 (meters)      819.50  (feet) ADJUSTED
 MD1254  ______________________________________________________________________
 MD1254  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 MD1254  DYNAMIC HEIGHT  -        249.679 (meters)      819.16  (feet) COMP
 MD1254  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 MD1254
 MD1254  VERT ORDER      -  FIRST     CLASS II
 MD1254
 MD1254.The horizontal coordinates were scaled from a map and have
 MD1254.an estimated accuracy of +/- 6 seconds.
 MD1254
 MD1254.The orthometric height was determined by differential leveling and
 MD1254.adjusted by the NATIONAL GEODETIC SURVEY
 MD1254.in June 1991.
 MD1254
 MD1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1254.GEOID18 height accuracy estimate available here.
 MD1254
 MD1254.Click photographs - Photos may exist for this station.
 MD1254
 MD1254.The dynamic height is computed by dividing the NAVD 88
 MD1254.geopotential number by the normal gravity value computed on the
 MD1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1254.degrees latitude (g = 980.6199 gals.).
 MD1254
 MD1254.The modeled gravity was interpolated from observed gravity values.
 MD1254
 MD1254;                    North         East    Units  Estimated Accuracy
 MD1254;SPC IN E     -   665,020.       81,350.      MT  (+/- 180 meters Scaled)
 MD1254
 MD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL930657(NAD 83)
 MD1254
 MD1254                          SUPERSEDED SURVEY CONTROL
 MD1254
 MD1254  NGVD 29 (??/??/92)  249.916  (m)          819.93   (f) ADJ UNCH    1 2
 MD1254
 MD1254.Superseded values are not recommended for survey control.
 MD1254
 MD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1254.See file dsdata.pdf to determine how the superseded data were derived.
 MD1254
 MD1254_MARKER: X = CHISELED CROSS
 MD1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1254_SP_SET: COLUMN BASE
 MD1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1254
 MD1254  HISTORY     - Date     Condition        Report By
 MD1254  HISTORY     - 1916     MONUMENTED       CGS
 MD1254  HISTORY     - 1946     GOOD             CGS
 MD1254  HISTORY     - 1968     MARK NOT FOUND   CGS
 MD1254
 MD1254                          STATION DESCRIPTION
 MD1254
 MD1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1254'1.6 MI W FROM WARSAW.
 MD1254'ABOUT 1.55 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MD1254'STATION AT WARSAW, AT THE OVERHEAD CROSSING OF AN ELECTRIC
 MD1254'INTERURBAN LINE, AT THE BASE OF THE NORTH COLUMN UNDER THE WEST
 MD1254'END OF THE MAIN SPAN, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MD1254'OF THE P.R.R. EAST-BOUND MAIN TRACK, ABOUT 3-1/2 FEET LOWER THAN
 MD1254'THE RAIL, AND ON THE TOP OF THE NORTHWESTERNMOST RIVET HEAD.
 MD1254'A CHISELED CROSS, NEAR THE LETTERS U S CHISELED ON THE CONCRETE
 MD1254'BASE.
 MD1254
 MD1254                          STATION RECOVERY (1968)
 MD1254
 MD1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0216 ***********************************************************************
 KA0216  DESIGNATION -  E 80
 KA0216  PID         -  KA0216
 KA0216  STATE/COUNTY-  IN/BOONE
 KA0216  COUNTRY     -  US
 KA0216  USGS QUAD   -  FAYETTE (2019)
 KA0216
 KA0216                         *CURRENT SURVEY CONTROL
 KA0216  ______________________________________________________________________
 KA0216* NAD 83(1986) POSITION- 39 59 17.3    (N) 086 24 27.8    (W)   HD_HELD2
 KA0216* NAVD 88 ORTHO HEIGHT -   290.097 (meters)      951.76  (feet) ADJUSTED
 KA0216  ______________________________________________________________________
 KA0216  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 KA0216  DYNAMIC HEIGHT  -        289.937 (meters)      951.24  (feet) COMP
 KA0216  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 KA0216
 KA0216  VERT ORDER      -  SECOND    CLASS 0
 KA0216
 KA0216.The horizontal coordinates were established by autonomous hand held GPS
 KA0216.observations and have an estimated accuracy of +/- 10 meters.
 KA0216
 KA0216.The orthometric height was determined by differential leveling and
 KA0216.adjusted by the NATIONAL GEODETIC SURVEY
 KA0216.in June 1991.
 KA0216
 KA0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0216.GEOID18 height accuracy estimate available here.
 KA0216
 KA0216.Click photographs - Photos may exist for this station.
 KA0216
 KA0216.The dynamic height is computed by dividing the NAVD 88
 KA0216.geopotential number by the normal gravity value computed on the
 KA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0216.degrees latitude (g = 980.6199 gals.).
 KA0216
 KA0216.The modeled gravity was interpolated from observed gravity values.
 KA0216
 KA0216;                    North         East    Units  Estimated Accuracy
 KA0216;SPC IN W     -   526,419.      957,701.      MT  (+/- 10 meters HH2 GPS)
 KA0216
 KA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5056526608(NAD 83)
 KA0216
 KA0216                          SUPERSEDED SURVEY CONTROL
 KA0216
 KA0216  NGVD 29 (??/??/92)  290.202  (m)          952.10   (f) ADJ UNCH    2 0
 KA0216
 KA0216.Superseded values are not recommended for survey control.
 KA0216
 KA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0216.See file dsdata.pdf to determine how the superseded data were derived.
 KA0216
 KA0216_MARKER: DB = BENCH MARK DISK
 KA0216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0216_SP_SET: BOX CULVERT WINGWALL
 KA0216_STAMPING: E 80 1946
 KA0216_MARK LOGO: CGS
 KA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0216+STABILITY: SURFACE MOTION
 KA0216
 KA0216  HISTORY     - Date     Condition        Report By
 KA0216  HISTORY     - 1946     MONUMENTED       CGS
 KA0216
 KA0216                          STATION DESCRIPTION
 KA0216
 KA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0216'5.3 MI SE FROM LEBANON.
 KA0216'ABOUT 5.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COUNTY
 KA0216'COURT HOUSE AT LEBANON, ABOUT 0.7 MILE NORTHWEST OF THE JUNCTION
 KA0216'WITH STATE HIGHWAY 267, SET IN THE TOP OF THE SOUTH END OF
 KA0216'THE SOUTHWEST WINGWALL OF A 9-FOOT CONCRETE-BOX CULVERT, 14
 KA0216'FEET WEST OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, AND ABOUT
 KA0216'1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED E 80
 KA0216'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0537 ***********************************************************************
 KA0537  DESIGNATION -  E 81
 KA0537  PID         -  KA0537
 KA0537  STATE/COUNTY-  IN/OWEN
 KA0537  COUNTRY     -  US
 KA0537  USGS QUAD   -  QUINCY (2019)
 KA0537
 KA0537                         *CURRENT SURVEY CONTROL
 KA0537  ______________________________________________________________________
 KA0537* NAD 83(1986) POSITION- 39 26 08.     (N) 086 44 04.     (W)   SCALED
 KA0537* NAVD 88 ORTHO HEIGHT -   231.402 (meters)      759.19  (feet) ADJUSTED
 KA0537  ______________________________________________________________________
 KA0537  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KA0537  DYNAMIC HEIGHT  -        231.269 (meters)      758.76  (feet) COMP
 KA0537  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 KA0537
 KA0537  VERT ORDER      -  SECOND    CLASS 0
 KA0537
 KA0537.The horizontal coordinates were scaled from a map and have
 KA0537.an estimated accuracy of +/- 6 seconds.
 KA0537
 KA0537.The orthometric height was determined by differential leveling and
 KA0537.adjusted by the NATIONAL GEODETIC SURVEY
 KA0537.in June 1991.
 KA0537
 KA0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0537.GEOID18 height accuracy estimate available here.
 KA0537
 KA0537.Click photographs - Photos may exist for this station.
 KA0537
 KA0537.The dynamic height is computed by dividing the NAVD 88
 KA0537.geopotential number by the normal gravity value computed on the
 KA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0537.degrees latitude (g = 980.6199 gals.).
 KA0537
 KA0537.The modeled gravity was interpolated from observed gravity values.
 KA0537
 KA0537;                    North         East    Units  Estimated Accuracy
 KA0537;SPC IN W     -   464,910.      930,040.      MT  (+/- 180 meters Scaled)
 KA0537
 KA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ228651(NAD 83)
 KA0537
 KA0537                          SUPERSEDED SURVEY CONTROL
 KA0537
 KA0537  NGVD 29 (??/??/92)  231.519  (m)          759.58   (f) ADJ UNCH    2 0
 KA0537
 KA0537.Superseded values are not recommended for survey control.
 KA0537
 KA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0537.See file dsdata.pdf to determine how the superseded data were derived.
 KA0537
 KA0537_MARKER: DB = BENCH MARK DISK
 KA0537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0537_SP_SET: CULVERT HEADWALL
 KA0537_STAMPING: E 81 1946
 KA0537_MARK LOGO: CGS
 KA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0537+STABILITY: SURFACE MOTION
 KA0537
 KA0537  HISTORY     - Date     Condition        Report By
 KA0537  HISTORY     - 1946     MONUMENTED       CGS
 KA0537
 KA0537                          STATION DESCRIPTION
 KA0537
 KA0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0537'2.2 MI SW FROM QUINCY.
 KA0537'ABOUT 2.2 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DEVORE
 KA0537'AND STATE HIGHWAY 43 FROM THE HIGH SCHOOL AT QUINCY, ABOUT 1.25
 KA0537'MILES NORTHWEST OF THE ROAD JUNCTION AT DEVORE, 0.1 MILE NORTH OF
 KA0537'A T JUNCTION OF A ROAD LEADING EAST AND WEST, 0.1 MILE SOUTH OF A
 KA0537'NARROW CONCRETE BRIDGE, SET IN THE TOP OF THE NORTH END OF THE
 KA0537'WEST CONCRETE HEAD WALL OF AN 18 INCH TILE PIPE CULVERT, 11 FEET
 KA0537'WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.  A
 KA0537'STANDARD DISK, STAMPED E 81 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1216 ***********************************************************************
 KA1216  DESIGNATION -  E 82
 KA1216  PID         -  KA1216
 KA1216  STATE/COUNTY-  IN/CLAY
 KA1216  COUNTRY     -  US
 KA1216  USGS QUAD   -  SALINE CITY (2019)
 KA1216
 KA1216                         *CURRENT SURVEY CONTROL
 KA1216  ______________________________________________________________________
 KA1216* NAD 83(1986) POSITION- 39 22 19.     (N) 087 08 45.     (W)   SCALED
 KA1216* NAVD 88 ORTHO HEIGHT -   172.210 (meters)      564.99  (feet) ADJUSTED
 KA1216  ______________________________________________________________________
 KA1216  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KA1216  DYNAMIC HEIGHT  -        172.111 (meters)      564.67  (feet) COMP
 KA1216  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA1216
 KA1216  VERT ORDER      -  FIRST     CLASS II
 KA1216
 KA1216.The horizontal coordinates were scaled from a map and have
 KA1216.an estimated accuracy of +/- 6 seconds.
 KA1216
 KA1216.The orthometric height was determined by differential leveling and
 KA1216.adjusted by the NATIONAL GEODETIC SURVEY
 KA1216.in June 1991.
 KA1216
 KA1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1216.GEOID18 height accuracy estimate available here.
 KA1216
 KA1216.Click photographs - Photos may exist for this station.
 KA1216
 KA1216.The dynamic height is computed by dividing the NAVD 88
 KA1216.geopotential number by the normal gravity value computed on the
 KA1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1216.degrees latitude (g = 980.6199 gals.).
 KA1216
 KA1216.The modeled gravity was interpolated from observed gravity values.
 KA1216
 KA1216;                    North         East    Units  Estimated Accuracy
 KA1216;SPC IN W     -   457,790.      894,610.      MT  (+/- 180 meters Scaled)
 KA1216
 KA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ874580(NAD 83)
 KA1216
 KA1216                          SUPERSEDED SURVEY CONTROL
 KA1216
 KA1216  NGVD 29 (??/??/92)  172.319  (m)          565.35   (f) ADJ UNCH    1 2
 KA1216
 KA1216.Superseded values are not recommended for survey control.
 KA1216
 KA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1216.See file dsdata.pdf to determine how the superseded data were derived.
 KA1216
 KA1216_MARKER: DB = BENCH MARK DISK
 KA1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1216_STAMPING: E 82 1946
 KA1216_MARK LOGO: CGS
 KA1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1216+STABILITY: SURFACE MOTION
 KA1216
 KA1216  HISTORY     - Date     Condition        Report By
 KA1216  HISTORY     - 1946     MONUMENTED       CGS
 KA1216  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1216
 KA1216                          STATION DESCRIPTION
 KA1216
 KA1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1216'0.9 MI NW FROM SALINE CITY.
 KA1216'ABOUT 0.9 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1216'FROM THE STATION AT SALINE CITY, AT A ROAD CROSSING, 47 FEET
 KA1216'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK,
 KA1216'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHEAST
 KA1216'OF THE END POST IN THE RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST
 KA1216'OF THE FENCE LINE, AND 2 FEET NORTHWEST OF A WHITE WOODEN
 KA1216'WITNESS POST.  A STANDARD DISK, STAMPED E 82 1946 AND SET IN
 KA1216'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA1216
 KA1216                          STATION RECOVERY (1985)
 KA1216
 KA1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1216'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0470 ***********************************************************************
 KA0470  DESIGNATION -  E 83
 KA0470  PID         -  KA0470
 KA0470  STATE/COUNTY-  IN/GREENE
 KA0470  COUNTRY     -  US
 KA0470  USGS QUAD   -  ARNEY (2019)
 KA0470
 KA0470                         *CURRENT SURVEY CONTROL
 KA0470  ______________________________________________________________________
 KA0470* NAD 83(1986) POSITION- 39 07 56.     (N) 086 58 42.     (W)   SCALED
 KA0470* NAVD 88 ORTHO HEIGHT -   156.596 (meters)      513.77  (feet) POSTED
 KA0470  ______________________________________________________________________
 KA0470  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 KA0470  DYNAMIC HEIGHT  -        156.50  (meters)      513.5   (feet) COMP
 KA0470  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 KA0470
 KA0470  VERT ORDER      -  * POSTED, SEE BELOW
 KA0470
 KA0470.The horizontal coordinates were scaled from a map and have
 KA0470.an estimated accuracy of +/- 6 seconds.
 KA0470
 KA0470.The orthometric height was determined by differential leveling
 KA0470.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0470
 KA0470.* This is a POSTED BENCH MARK height.
 KA0470
 KA0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0470.GEOID18 height accuracy estimate available here.
 KA0470
 KA0470.Click photographs - Photos may exist for this station.
 KA0470
 KA0470.The dynamic height is computed by dividing the NAVD 88
 KA0470.geopotential number by the normal gravity value computed on the
 KA0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0470.degrees latitude (g = 980.6199 gals.).
 KA0470
 KA0470.The modeled gravity was interpolated from observed gravity values.
 KA0470
 KA0470;                    North         East    Units  Estimated Accuracy
 KA0470;SPC IN W     -   431,180.      909,080.      MT  (+/- 180 meters Scaled)
 KA0470
 KA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018314(NAD 83)
 KA0470
 KA0470                          SUPERSEDED SURVEY CONTROL
 KA0470
 KA0470  NGVD 29 (??/??/92)  156.728  (m)          514.20   (f) ADJ UNCH    1 2
 KA0470
 KA0470.Superseded values are not recommended for survey control.
 KA0470
 KA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0470.See file dsdata.pdf to determine how the superseded data were derived.
 KA0470
 KA0470_MARKER: DB = BENCH MARK DISK
 KA0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0470_STAMPING: E 83 1946
 KA0470_MARK LOGO: CGS
 KA0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0470+STABILITY: SURFACE MOTION
 KA0470
 KA0470  HISTORY     - Date     Condition        Report By
 KA0470  HISTORY     - 1946     MONUMENTED       CGS
 KA0470  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0470
 KA0470                          STATION DESCRIPTION
 KA0470
 KA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0470'1 MI N FROM WORTHINGTON.
 KA0470'0.95 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0470'STATION AT WORTHINGTON, AT A RAILROAD SWITCH AND A FARM ROAD
 KA0470'CROSSING, 63 FEET S. OF POLE NO. 38/35, 38 FEET EAST OF AND
 KA0470'ABOUT 4 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 36.5 FEET
 KA0470'NORTH OF THE NORTHEAST CORNER OF A TELEPHONE BOOTH, 20 FEET SOUTH
 KA0470'OF THE CENTER LINE OF THE FARM ROAD, 7.5 FEET SOUTH OF THE
 KA0470'NORTH CONCRETE END POST IN THE RIGHT-OF-WAY FENCE, 1.5 FEET
 KA0470'WEST OF THE FENCE LINE, AND 2 FEET NORTH OF A WHITE WOODEN
 KA0470'WITNESS POST.  A STANDARD DISK, STAMPED E 83 1946 AND SET IN THE
 KA0470'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0470
 KA0470                          STATION RECOVERY (1985)
 KA0470
 KA0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0530 ***********************************************************************
 KA0530  DESIGNATION -  E 84
 KA0530  PID         -  KA0530
 KA0530  STATE/COUNTY-  IN/OWEN
 KA0530  COUNTRY     -  US
 KA0530  USGS QUAD   -  CATARACT (2019)
 KA0530
 KA0530                         *CURRENT SURVEY CONTROL
 KA0530  ______________________________________________________________________
 KA0530* NAD 83(1986) POSITION- 39 25 35.     (N) 086 49 08.     (W)   SCALED
 KA0530* NAVD 88 ORTHO HEIGHT -   220.674 (meters)      723.99  (feet) ADJUSTED
 KA0530  ______________________________________________________________________
 KA0530  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 KA0530  DYNAMIC HEIGHT  -        220.546 (meters)      723.57  (feet) COMP
 KA0530  MODELED GRAVITY -    980,040.7   (mgal)                       NAVD 88
 KA0530
 KA0530  VERT ORDER      -  SECOND    CLASS 0
 KA0530
 KA0530.The horizontal coordinates were scaled from a map and have
 KA0530.an estimated accuracy of +/- 6 seconds.
 KA0530
 KA0530.The orthometric height was determined by differential leveling and
 KA0530.adjusted by the NATIONAL GEODETIC SURVEY
 KA0530.in June 1991.
 KA0530
 KA0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0530.GEOID18 height accuracy estimate available here.
 KA0530
 KA0530.Click photographs - Photos may exist for this station.
 KA0530
 KA0530.The dynamic height is computed by dividing the NAVD 88
 KA0530.geopotential number by the normal gravity value computed on the
 KA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0530.degrees latitude (g = 980.6199 gals.).
 KA0530
 KA0530.The modeled gravity was interpolated from observed gravity values.
 KA0530
 KA0530;                    North         East    Units  Estimated Accuracy
 KA0530;SPC IN W     -   463,870.      922,770.      MT  (+/- 180 meters Scaled)
 KA0530
 KA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ155641(NAD 83)
 KA0530
 KA0530                          SUPERSEDED SURVEY CONTROL
 KA0530
 KA0530  NGVD 29 (??/??/92)  220.793  (m)          724.39   (f) ADJ UNCH    2 0
 KA0530
 KA0530.Superseded values are not recommended for survey control.
 KA0530
 KA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0530.See file dsdata.pdf to determine how the superseded data were derived.
 KA0530
 KA0530_MARKER: DB = BENCH MARK DISK
 KA0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0530_SP_SET: BRIDGE
 KA0530_STAMPING: E 84 1946
 KA0530_MARK LOGO: CGS
 KA0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0530
 KA0530  HISTORY     - Date     Condition        Report By
 KA0530  HISTORY     - 1946     MONUMENTED       CGS
 KA0530
 KA0530                          STATION DESCRIPTION
 KA0530
 KA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0530'AT CATARACT.
 KA0530'AT CATARACT, 0.15 MILE WEST OF THE E. B. SHORTRIDGE STORE, 0.1
 KA0530'MILE SOUTHWEST OF THE GRAMMAR SCHOOL BUILDING, 0.25 MILE NORTHEAST
 KA0530'OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0530'RAILWAY, AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST
 KA0530'WING WALL OF A CONCRETE BRIDGE OVER A SMALL CREEK, 8.5 FEET NORTH
 KA0530'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.  A STANDARD
 KA0530'DISK, STAMPED E 84 1946, SET IN A DRILL HOLE.  NOTE-- THE CHICAGO,
 KA0530'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0343 ***********************************************************************
 KA0343  DESIGNATION -  E 85
 KA0343  PID         -  KA0343
 KA0343  STATE/COUNTY-  IN/GREENE
 KA0343  COUNTRY     -  US
 KA0343  USGS QUAD   -  BLOOMFIELD (2019)
 KA0343
 KA0343                         *CURRENT SURVEY CONTROL
 KA0343  ______________________________________________________________________
 KA0343* NAD 83(1986) POSITION- 39 01 51.     (N) 086 58 07.     (W)   SCALED
 KA0343* NAVD 88 ORTHO HEIGHT -   154.575 (meters)      507.13  (feet) ADJUSTED
 KA0343  ______________________________________________________________________
 KA0343  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 KA0343  DYNAMIC HEIGHT  -        154.480 (meters)      506.82  (feet) COMP
 KA0343  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 KA0343
 KA0343  VERT ORDER      -  FIRST     CLASS II
 KA0343
 KA0343.The horizontal coordinates were scaled from a map and have
 KA0343.an estimated accuracy of +/- 6 seconds.
 KA0343
 KA0343.The orthometric height was determined by differential leveling and
 KA0343.adjusted by the NATIONAL GEODETIC SURVEY
 KA0343.in June 1991.
 KA0343
 KA0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0343.GEOID18 height accuracy estimate available here.
 KA0343
 KA0343.Click photographs - Photos may exist for this station.
 KA0343
 KA0343.The dynamic height is computed by dividing the NAVD 88
 KA0343.geopotential number by the normal gravity value computed on the
 KA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0343.degrees latitude (g = 980.6199 gals.).
 KA0343
 KA0343.The modeled gravity was interpolated from observed gravity values.
 KA0343
 KA0343;                    North         East    Units  Estimated Accuracy
 KA0343;SPC IN W     -   419,930.      909,930.      MT  (+/- 180 meters Scaled)
 KA0343
 KA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ027201(NAD 83)
 KA0343
 KA0343                          SUPERSEDED SURVEY CONTROL
 KA0343
 KA0343  NGVD 29 (??/??/92)  154.710  (m)          507.58   (f) ADJ UNCH    1 2
 KA0343
 KA0343.Superseded values are not recommended for survey control.
 KA0343
 KA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0343.See file dsdata.pdf to determine how the superseded data were derived.
 KA0343
 KA0343_MARKER: DB = BENCH MARK DISK
 KA0343_SETTING: 66 = SET IN ROCK OUTCROP
 KA0343_STAMPING: E 85 1946
 KA0343_MARK LOGO: CGS
 KA0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0343+STABILITY: POSITION/ELEVATION WELL
 KA0343
 KA0343  HISTORY     - Date     Condition        Report By
 KA0343  HISTORY     - 1946     MONUMENTED       CGS
 KA0343  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0343
 KA0343                          STATION DESCRIPTION
 KA0343
 KA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0343'0.4 MI NW FROM ELLISTON.
 KA0343'0.4 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0343'STATION AT ELLISTON, AT MILEAGE POLE 47/21, SET IN THE TOP OF A
 KA0343'OF A ROCK OUTCROP IN A PASTURE, 199 FEET EAST-SOUTHEAST OF THE
 KA0343'SOUTHEAST CORNER OF A BARN, 114 FEET WEST OF THE CENTER LINE OF A
 KA0343'PRIVATE CROSSING, 87.5 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 KA0343'CENTER LINE OF THE TRACK, 51 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 KA0343'FENCE, AND SET IN THE APPROXIMATE CENTER AND HIGH POINT AND 1 FOOT
 KA0343'SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK OUTCROP.  THIS ROCK
 KA0343'OUTCROP IS ABOUT 24 BY 3 FEET, AND PROJECTS ABOUT 1.3 FOOT ABOVE
 KA0343'THE GROUND.  A STANDARD DISK, STAMPED E 85 1946.
 KA0343
 KA0343                          STATION RECOVERY (1985)
 KA0343
 KA0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0688 ***********************************************************************
 KA0688  DESIGNATION -  E 86
 KA0688  PID         -  KA0688
 KA0688  STATE/COUNTY-  IN/HENDRICKS
 KA0688  COUNTRY     -  US
 KA0688  USGS QUAD   -  LIZTON (2019)
 KA0688
 KA0688                         *CURRENT SURVEY CONTROL
 KA0688  ______________________________________________________________________
 KA0688* NAD 83(1986) POSITION- 39 53 01.     (N) 086 31 45.     (W)   SCALED
 KA0688* NAVD 88 ORTHO HEIGHT -   293.282 (meters)      962.21  (feet) ADJUSTED
 KA0688  ______________________________________________________________________
 KA0688  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 KA0688  DYNAMIC HEIGHT  -        293.121 (meters)      961.68  (feet) COMP
 KA0688  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 KA0688
 KA0688  VERT ORDER      -  SECOND    CLASS 0
 KA0688
 KA0688.The horizontal coordinates were scaled from a map and have
 KA0688.an estimated accuracy of +/- 6 seconds.
 KA0688
 KA0688.The orthometric height was determined by differential leveling and
 KA0688.adjusted by the NATIONAL GEODETIC SURVEY
 KA0688.in June 1991.
 KA0688
 KA0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0688.GEOID18 height accuracy estimate available here.
 KA0688
 KA0688.Click photographs - Photos may exist for this station.
 KA0688
 KA0688.The dynamic height is computed by dividing the NAVD 88
 KA0688.geopotential number by the normal gravity value computed on the
 KA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0688.degrees latitude (g = 980.6199 gals.).
 KA0688
 KA0688.The modeled gravity was interpolated from observed gravity values.
 KA0688
 KA0688;                    North         East    Units  Estimated Accuracy
 KA0688;SPC IN W     -   514,740.      947,400.      MT  (+/- 180 meters Scaled)
 KA0688
 KA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK402149(NAD 83)
 KA0688
 KA0688                          SUPERSEDED SURVEY CONTROL
 KA0688
 KA0688  NGVD 29 (??/??/92)  293.383  (m)          962.54   (f) ADJ UNCH    2 0
 KA0688
 KA0688.Superseded values are not recommended for survey control.
 KA0688
 KA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0688.See file dsdata.pdf to determine how the superseded data were derived.
 KA0688
 KA0688_MARKER: DB = BENCH MARK DISK
 KA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0688_STAMPING: E 86 1946
 KA0688_MARK LOGO: CGS
 KA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0688+STABILITY: SURFACE MOTION
 KA0688
 KA0688  HISTORY     - Date     Condition        Report By
 KA0688  HISTORY     - 1946     MONUMENTED       CGS
 KA0688  HISTORY     - 20070901 POOR             SURVFI
 KA0688
 KA0688                          STATION DESCRIPTION
 KA0688
 KA0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0688'0.9 MI SE FROM LIZTON.
 KA0688'0.9 MILE SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0688'POST OFFICE AT LIZTON, 2-1/4 POLES NORTHWEST OF POLE 21/20, AT
 KA0688'A NORTH-AND-SOUTH GRAVEL-ROAD CROSSING, 25 FEET SOUTHWEST OF THE
 KA0688'SOUTHWEST RAIL OF THE TRACK, 24 FEET EAST OF THE CENTERLINE OF
 KA0688'THE ROAD, 19 FEET SOUTHEAST OF A CROSSING-WARNING SIGN, 14 FEET
 KA0688'NORTHEAST OF POWER POLE 70-150, 2 FEET EAST OF A WHITE WOODEN
 KA0688'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 KA0688
 KA0688                          STATION RECOVERY (2007)
 KA0688
 KA0688'RECOVERY NOTE BY SURVEY FIRST LLC 2007 (RGC)
 KA0688'EAST 1/2 DISK MISSING, DOME STILL PRESENT ON WEST 1/2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0844 ***********************************************************************
 LB0844  DESIGNATION -  E 87
 LB0844  PID         -  LB0844
 LB0844  STATE/COUNTY-  IN/TIPPECANOE
 LB0844  COUNTRY     -  US
 LB0844  USGS QUAD   -  COLFAX (2019)
 LB0844
 LB0844                         *CURRENT SURVEY CONTROL
 LB0844  ______________________________________________________________________
 LB0844* NAD 83(1986) POSITION- 40 14 56.8    (N) 086 43 10.6    (W)   HD_HELD2
 LB0844* NAVD 88 ORTHO HEIGHT -   251.715 (meters)      825.84  (feet) ADJUSTED
 LB0844  ______________________________________________________________________
 LB0844  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 LB0844  DYNAMIC HEIGHT  -        251.584 (meters)      825.41  (feet) COMP
 LB0844  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 LB0844
 LB0844  VERT ORDER      -  SECOND    CLASS 0
 LB0844
 LB0844.The horizontal coordinates were established by autonomous hand held GPS
 LB0844.observations and have an estimated accuracy of +/- 10 meters.
 LB0844
 LB0844.The orthometric height was determined by differential leveling and
 LB0844.adjusted by the NATIONAL GEODETIC SURVEY
 LB0844.in June 1991.
 LB0844
 LB0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0844.GEOID18 height accuracy estimate available here.
 LB0844
 LB0844.Click photographs - Photos may exist for this station.
 LB0844
 LB0844.The dynamic height is computed by dividing the NAVD 88
 LB0844.geopotential number by the normal gravity value computed on the
 LB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0844.degrees latitude (g = 980.6199 gals.).
 LB0844
 LB0844.The modeled gravity was interpolated from observed gravity values.
 LB0844
 LB0844;                    North         East    Units  Estimated Accuracy
 LB0844;SPC IN W     -   555,241.      930,945.      MT  (+/- 10 meters HH2 GPS)
 LB0844
 LB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2384655444(NAD 83)
 LB0844
 LB0844                          SUPERSEDED SURVEY CONTROL
 LB0844
 LB0844  NGVD 29 (??/??/92)  251.808  (m)          826.14   (f) ADJ UNCH    2 0
 LB0844
 LB0844.Superseded values are not recommended for survey control.
 LB0844
 LB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0844.See file dsdata.pdf to determine how the superseded data were derived.
 LB0844
 LB0844_MARKER: DB = BENCH MARK DISK
 LB0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0844_SP_SET: WATER TOWER BASE
 LB0844_STAMPING: E 87 1946
 LB0844_MARK LOGO: CGS
 LB0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0844
 LB0844  HISTORY     - Date     Condition        Report By
 LB0844  HISTORY     - 1946     MONUMENTED       CGS
 LB0844
 LB0844                          STATION DESCRIPTION
 LB0844
 LB0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0844'AT CLARKS HILL.
 LB0844'AT CLARKS HILL, AT THE CITY WATER TOWER, SET IN THE NORTH CORNER
 LB0844'OF THE CONCRETE BASE OF THE TOWER, 0.8 FOOT SOUTH OF THE NORTH
 LB0844'CORNER.  A STANDARD DISK, STAMPED E 87 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0792 ***********************************************************************
 LB0792  DESIGNATION -  E 88
 LB0792  PID         -  LB0792
 LB0792  STATE/COUNTY-  IN/TIPPECANOE
 LB0792  COUNTRY     -  US
 LB0792  USGS QUAD   -  STOCKWELL (2019)
 LB0792
 LB0792                         *CURRENT SURVEY CONTROL
 LB0792  ______________________________________________________________________
 LB0792* NAD 83(1986) POSITION- 40 15 29.7    (N) 086 45 59.4    (W)   HD_HELD2
 LB0792* NAVD 88 ORTHO HEIGHT -   244.270 (meters)      801.41  (feet) ADJUSTED
 LB0792  ______________________________________________________________________
 LB0792  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 LB0792  DYNAMIC HEIGHT  -        244.144 (meters)      801.00  (feet) COMP
 LB0792  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 LB0792
 LB0792  VERT ORDER      -  SECOND    CLASS 0
 LB0792
 LB0792.The horizontal coordinates were established by autonomous hand held GPS
 LB0792.observations and have an estimated accuracy of +/- 10 meters.
 LB0792
 LB0792.The orthometric height was determined by differential leveling and
 LB0792.adjusted by the NATIONAL GEODETIC SURVEY
 LB0792.in June 1991.
 LB0792
 LB0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0792.GEOID18 height accuracy estimate available here.
 LB0792
 LB0792.Click photographs - Photos may exist for this station.
 LB0792
 LB0792.The dynamic height is computed by dividing the NAVD 88
 LB0792.geopotential number by the normal gravity value computed on the
 LB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0792.degrees latitude (g = 980.6199 gals.).
 LB0792
 LB0792.The modeled gravity was interpolated from observed gravity values.
 LB0792
 LB0792;                    North         East    Units  Estimated Accuracy
 LB0792;SPC IN W     -   556,240.      926,953.      MT  (+/- 10 meters HH2 GPS)
 LB0792
 LB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1985656447(NAD 83)
 LB0792
 LB0792                          SUPERSEDED SURVEY CONTROL
 LB0792
 LB0792  NGVD 29 (??/??/92)  244.361  (m)          801.71   (f) ADJ UNCH    2 0
 LB0792
 LB0792.Superseded values are not recommended for survey control.
 LB0792
 LB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0792.See file dsdata.pdf to determine how the superseded data were derived.
 LB0792
 LB0792_MARKER: DB = BENCH MARK DISK
 LB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0792_STAMPING: E 88 1946
 LB0792_MARK LOGO: CGS
 LB0792_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0792+STABILITY: SURFACE MOTION
 LB0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0792+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LB0792
 LB0792  HISTORY     - Date     Condition        Report By
 LB0792  HISTORY     - 1946     MONUMENTED       CGS
 LB0792  HISTORY     - 1966     GOOD             CGS
 LB0792  HISTORY     - 20020520 GOOD             INDIV
 LB0792  HISTORY     - 20200724 GOOD             WSRR
 LB0792
 LB0792                          STATION DESCRIPTION
 LB0792
 LB0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0792'3.4 MI NW FROM CLARKS HILL.
 LB0792'ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB0792'AT CLARKS HILL, THENCE ABOUT 2.5 MILE WEST ALONG STATE HIGHWAY
 LB0792'28, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY
 LB0792'WHITE HOUSE, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0792'24 FEET WEST OF THE WESTTERN MOST OF A ROW OF MAPLE TREES IN
 LB0792'THE YARD, 18.5 FEET WEST OF A FENCE CORNER AND GATE POST, 1.5
 LB0792'FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 LB0792'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE ROAD LEVEL.  A STANDARD
 LB0792'DISK, STAMPED E 88 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0792'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE
 LB0792'REACHED FROM THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LB0792'LOUIS RAILWAY AT STOCKWELL BY GOING ABOUT 1.9 MILE SOUTH ALONG
 LB0792'A BLACK TOP ROAD THENCE ABOUT 0.25 MILE EAST ALONG STATE
 LB0792'HIGHWAY 28.
 LB0792
 LB0792                          STATION RECOVERY (1966)
 LB0792
 LB0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0792'RECOVERED IN GOOD CONDITION.
 LB0792
 LB0792                          STATION RECOVERY (2002)
 LB0792
 LB0792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0792'RECOVERED AS DESCRIBED
 LB0792
 LB0792                          STATION RECOVERY (2020)
 LB0792
 LB0792'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LB0792'REMOVE TIE TO MAPLE TREES, ADD THAT STATION MARKER IS 4.5 FT (1.4 M)
 LB0792'EAST OF TIPMONT REMC POWER POLE NO. 170.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0834 ***********************************************************************
 LB0834  DESIGNATION -  E 89
 LB0834  PID         -  LB0834
 LB0834  STATE/COUNTY-  IN/MONTGOMERY
 LB0834  COUNTRY     -  US
 LB0834  USGS QUAD   -  LINDEN (2019)
 LB0834
 LB0834                         *CURRENT SURVEY CONTROL
 LB0834  ______________________________________________________________________
 LB0834* NAD 83(1986) POSITION- 40 09 44.     (N) 086 54 17.     (W)   SCALED
 LB0834* NAVD 88 ORTHO HEIGHT -   258.444 (meters)      847.91  (feet) ADJUSTED
 LB0834  ______________________________________________________________________
 LB0834  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 LB0834  DYNAMIC HEIGHT  -        258.309 (meters)      847.47  (feet) COMP
 LB0834  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 LB0834
 LB0834  VERT ORDER      -  SECOND    CLASS 0
 LB0834
 LB0834.The horizontal coordinates were scaled from a map and have
 LB0834.an estimated accuracy of +/- 6 seconds.
 LB0834
 LB0834.The orthometric height was determined by differential leveling and
 LB0834.adjusted by the NATIONAL GEODETIC SURVEY
 LB0834.in June 1991.
 LB0834
 LB0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0834.GEOID18 height accuracy estimate available here.
 LB0834
 LB0834.Click photographs - Photos may exist for this station.
 LB0834
 LB0834.The dynamic height is computed by dividing the NAVD 88
 LB0834.geopotential number by the normal gravity value computed on the
 LB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0834.degrees latitude (g = 980.6199 gals.).
 LB0834
 LB0834.The modeled gravity was interpolated from observed gravity values.
 LB0834
 LB0834;                    North         East    Units  Estimated Accuracy
 LB0834;SPC IN W     -   545,550.      915,220.      MT  (+/- 180 meters Scaled)
 LB0834
 LB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081457(NAD 83)
 LB0834
 LB0834                          SUPERSEDED SURVEY CONTROL
 LB0834
 LB0834  NGVD 29 (??/??/92)  258.528  (m)          848.19   (f) ADJ UNCH    2 0
 LB0834
 LB0834.Superseded values are not recommended for survey control.
 LB0834
 LB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0834.See file dsdata.pdf to determine how the superseded data were derived.
 LB0834
 LB0834_MARKER: DB = BENCH MARK DISK
 LB0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0834_SP_SET: BRIDGE ABUTMENT
 LB0834_STAMPING: E 89 1946
 LB0834_MARK LOGO: CGS
 LB0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0834
 LB0834  HISTORY     - Date     Condition        Report By
 LB0834  HISTORY     - 1946     MONUMENTED       CGS
 LB0834
 LB0834                          STATION DESCRIPTION
 LB0834
 LB0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0834'1.8 MI S FROM LINDEN.
 LB0834'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE METHODIST
 LB0834'CHURCH AT LINDEN, ABOUT 1.9 MILE NORTH ALONG STATE HIGHWAY 43
 LB0834'FROM THE GRAIN ELEVATOR AT CHERRY GROVE, SET IN THE NORTHWEST
 LB0834'END OF THE SOUTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER THE CHICAGO,
 LB0834'INDIANAPOLIS AND LOUISVILLE RAILWAY, 14 FEET NORTHWEST OF THE
 LB0834'CENTER LINE OF THE BRIDGE FLOOR, AND ABOUT 2.5 FEET BELOW THE
 LB0834'HIGHWAY.  A STANDARD DISK, STAMPED E 89 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1363 ***********************************************************************
 MD1363  DESIGNATION -  E 9
 MD1363  PID         -  MD1363
 MD1363  STATE/COUNTY-  IN/ELKHART
 MD1363  COUNTRY     -  US
 MD1363  USGS QUAD   -  MIDDLEBURY (2019)
 MD1363
 MD1363                         *CURRENT SURVEY CONTROL
 MD1363  ______________________________________________________________________
 MD1363* NAD 83(1986) POSITION- 41 44 59.     (N) 085 43 39.     (W)   SCALED
 MD1363* NAVD 88 ORTHO HEIGHT -   242.714 (meters)      796.30  (feet) ADJUSTED
 MD1363  ______________________________________________________________________
 MD1363  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 MD1363  DYNAMIC HEIGHT  -        242.626 (meters)      796.02  (feet) COMP
 MD1363  MODELED GRAVITY -    980,255.2   (mgal)                       NAVD 88
 MD1363
 MD1363  VERT ORDER      -  FIRST     CLASS II
 MD1363
 MD1363.The horizontal coordinates were scaled from a map and have
 MD1363.an estimated accuracy of +/- 6 seconds.
 MD1363
 MD1363.The orthometric height was determined by differential leveling and
 MD1363.adjusted by the NATIONAL GEODETIC SURVEY
 MD1363.in June 1991.
 MD1363
 MD1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1363.GEOID18 height accuracy estimate available here.
 MD1363
 MD1363.Click photographs - Photos may exist for this station.
 MD1363
 MD1363.The dynamic height is computed by dividing the NAVD 88
 MD1363.geopotential number by the normal gravity value computed on the
 MD1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1363.degrees latitude (g = 980.6199 gals.).
 MD1363
 MD1363.The modeled gravity was interpolated from observed gravity values.
 MD1363
 MD1363;                    North         East    Units  Estimated Accuracy
 MD1363;SPC IN E     -   721,820.       94,940.      MT  (+/- 180 meters Scaled)
 MD1363
 MD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM057227(NAD 83)
 MD1363
 MD1363                          SUPERSEDED SURVEY CONTROL
 MD1363
 MD1363  NGVD 29 (??/??/92)  242.849  (m)          796.75   (f) ADJ UNCH    1 2
 MD1363
 MD1363.Superseded values are not recommended for survey control.
 MD1363
 MD1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1363.See file dsdata.pdf to determine how the superseded data were derived.
 MD1363
 MD1363_MARKER: DB = BENCH MARK DISK
 MD1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1363_STAMPING: ELEV 796.747 FT E 9
 MD1363_MARK LOGO: CGS
 MD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1363+STABILITY: SURFACE MOTION
 MD1363
 MD1363  HISTORY     - Date     Condition        Report By
 MD1363  HISTORY     - 1916     MONUMENTED       CGS
 MD1363  HISTORY     - 1934     GOOD             CGS
 MD1363  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1363
 MD1363                          STATION DESCRIPTION
 MD1363
 MD1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1363'AT VISTULA.
 MD1363'AT VISTULA, ELKHART COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 492
 MD1363'FEET EAST OF THE STATION, AT A ROAD CROSSING, AND IN A FENCE
 MD1363'CORNER.  A STANDARD DISK, STAMPED ELEV 796.747 FT E 9 AND SET
 MD1363'IN THE TOP OF A CONCRETE POST.
 MD1363
 MD1363                          STATION RECOVERY (1993)
 MD1363
 MD1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1363'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0073 ***********************************************************************
 LB0073  DESIGNATION -  E 91
 LB0073  PID         -  LB0073
 LB0073  STATE/COUNTY-  IN/CASS
 LB0073  COUNTRY     -  US
 LB0073  USGS QUAD   -  ONWARD (2019)
 LB0073
 LB0073                         *CURRENT SURVEY CONTROL
 LB0073  ______________________________________________________________________
 LB0073* NAD 83(1986) POSITION- 40 39 41.     (N) 086 14 31.     (W)   SCALED
 LB0073* NAVD 88 ORTHO HEIGHT -   236.026 (meters)      774.36  (feet) ADJUSTED
 LB0073  ______________________________________________________________________
 LB0073  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 LB0073  DYNAMIC HEIGHT  -        235.910 (meters)      773.98  (feet) COMP
 LB0073  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 LB0073
 LB0073  VERT ORDER      -  SECOND    CLASS 0
 LB0073
 LB0073.The horizontal coordinates were scaled from a map and have
 LB0073.an estimated accuracy of +/- 6 seconds.
 LB0073
 LB0073.The orthometric height was determined by differential leveling and
 LB0073.adjusted by the NATIONAL GEODETIC SURVEY
 LB0073.in June 1991.
 LB0073
 LB0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0073.GEOID18 height accuracy estimate available here.
 LB0073
 LB0073.Click photographs - Photos may exist for this station.
 LB0073
 LB0073.The dynamic height is computed by dividing the NAVD 88
 LB0073.geopotential number by the normal gravity value computed on the
 LB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0073.degrees latitude (g = 980.6199 gals.).
 LB0073
 LB0073.The modeled gravity was interpolated from observed gravity values.
 LB0073
 LB0073;                    North         East    Units  Estimated Accuracy
 LB0073;SPC IN E     -   601,120.       51,350.      MT  (+/- 180 meters Scaled)
 LB0073
 LB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL640014(NAD 83)
 LB0073
 LB0073                          SUPERSEDED SURVEY CONTROL
 LB0073
 LB0073  NGVD 29 (??/??/92)  236.141  (m)          774.74   (f) ADJ UNCH    2 0
 LB0073
 LB0073.Superseded values are not recommended for survey control.
 LB0073
 LB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0073.See file dsdata.pdf to determine how the superseded data were derived.
 LB0073
 LB0073_MARKER: DB = BENCH MARK DISK
 LB0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0073_SP_SET: BUILDING
 LB0073_STAMPING: E 91 1938
 LB0073_MARK LOGO: CGS
 LB0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0073
 LB0073  HISTORY     - Date     Condition        Report By
 LB0073  HISTORY     - 1938     MONUMENTED       CGS
 LB0073  HISTORY     - 1944     GOOD             CGS
 LB0073
 LB0073                          STATION DESCRIPTION
 LB0073
 LB0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LB0073'AT WALTON.
 LB0073'AT WALTON, CASS COUNTY, ON BISHOP STREET, AT A TWO-STORY BRICK
 LB0073'BUILDING, IN THE STONE BASE AT THE EAST END, 50 FEET WEST OF THE
 LB0073'CENTERLINE OF THE CHICAGO-CINCINNATI LINE OF THE PENNSYLVANIA
 LB0073'RAILROAD TRACK, 50 FEET EAST OF A POWER POLE, 30 FEET SOUTH OF THE
 LB0073'CENTERLINE OF THE STREET, 22 FEET WEST OF A POLE, AND 18 INCHES
 LB0073'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED E 91 1938 AND SET
 LB0073'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1697 ***********************************************************************
 LB1697  DESIGNATION -  E 94
 LB1697  PID         -  LB1697
 LB1697  STATE/COUNTY-  IN/TIPPECANOE
 LB1697  COUNTRY     -  US
 LB1697  USGS QUAD   -  WESTPOINT (2019)
 LB1697
 LB1697                         *CURRENT SURVEY CONTROL
 LB1697  ______________________________________________________________________
 LB1697* NAD 83(1986) POSITION- 40 19 36.     (N) 087 03 32.     (W)   SCALED
 LB1697* NAVD 88 ORTHO HEIGHT -   213.317 (meters)      699.86  (feet) ADJUSTED
 LB1697  ______________________________________________________________________
 LB1697  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 LB1697  DYNAMIC HEIGHT  -        213.213 (meters)      699.52  (feet) COMP
 LB1697  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LB1697
 LB1697  VERT ORDER      -  SECOND    CLASS 0
 LB1697
 LB1697.The horizontal coordinates were scaled from a map and have
 LB1697.an estimated accuracy of +/- 6 seconds.
 LB1697
 LB1697.The orthometric height was determined by differential leveling and
 LB1697.adjusted by the NATIONAL GEODETIC SURVEY
 LB1697.in June 1991.
 LB1697
 LB1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1697.GEOID18 height accuracy estimate available here.
 LB1697
 LB1697.Click photographs - Photos may exist for this station.
 LB1697
 LB1697.The dynamic height is computed by dividing the NAVD 88
 LB1697.geopotential number by the normal gravity value computed on the
 LB1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1697.degrees latitude (g = 980.6199 gals.).
 LB1697
 LB1697.The modeled gravity was interpolated from observed gravity values.
 LB1697
 LB1697;                    North         East    Units  Estimated Accuracy
 LB1697;SPC IN W     -   563,790.      902,080.      MT  (+/- 180 meters Scaled)
 LB1697
 LB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK949640(NAD 83)
 LB1697
 LB1697                          SUPERSEDED SURVEY CONTROL
 LB1697
 LB1697  NGVD 29 (??/??/92)  213.400  (m)          700.13   (f) ADJ UNCH    2 0
 LB1697
 LB1697.Superseded values are not recommended for survey control.
 LB1697
 LB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1697.See file dsdata.pdf to determine how the superseded data were derived.
 LB1697
 LB1697_MARKER: DB = BENCH MARK DISK
 LB1697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1697_SP_SET: CULVERT HEADWALL
 LB1697_STAMPING: E 94 1946
 LB1697_MARK LOGO: CGS
 LB1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1697+STABILITY: SURFACE MOTION
 LB1697
 LB1697  HISTORY     - Date     Condition        Report By
 LB1697  HISTORY     - 1946     MONUMENTED       CGS
 LB1697
 LB1697                          STATION DESCRIPTION
 LB1697
 LB1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1697'1.8 MI S FROM WEST POINT.
 LB1697'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1697'TOWNSHIP SCHOOL AT WEST POINT, ABOUT 0.25 MILE NORTH OF A CROSS
 LB1697'ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 LB1697'WALL OF AN 18 INCH CORRUGATED PIPE CULVERT, 21 FEET EAST OF
 LB1697'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH
 LB1697'END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB1697'DISK, STAMPED E 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1914 ***********************************************************************
 JZ1914  DESIGNATION -  E 94
 JZ1914  PID         -  JZ1914
 JZ1914  STATE/COUNTY-  IN/DEARBORN
 JZ1914  COUNTRY     -  US
 JZ1914  USGS QUAD   -  DILLSBORO (2019)
 JZ1914
 JZ1914                         *CURRENT SURVEY CONTROL
 JZ1914  ______________________________________________________________________
 JZ1914* NAD 83(1986) POSITION- 39 04 49.     (N) 085 04 42.     (W)   SCALED
 JZ1914* NAVD 88 ORTHO HEIGHT -   247.940 (meters)      813.45  (feet) POSTED
 JZ1914  ______________________________________________________________________
 JZ1914  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1914  DYNAMIC HEIGHT  -        247.78  (meters)      812.9   (feet) COMP
 JZ1914  MODELED GRAVITY -    979,974.5   (mgal)                       NAVD 88
 JZ1914
 JZ1914  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1914
 JZ1914.The horizontal coordinates were scaled from a map and have
 JZ1914.an estimated accuracy of +/- 6 seconds.
 JZ1914
 JZ1914.The orthometric height was determined by differential leveling
 JZ1914.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1914
 JZ1914.* This is a POSTED BENCH MARK height.
 JZ1914
 JZ1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1914.GEOID18 height accuracy estimate available here.
 JZ1914
 JZ1914.Click photographs - Photos may exist for this station.
 JZ1914
 JZ1914.The dynamic height is computed by dividing the NAVD 88
 JZ1914.geopotential number by the normal gravity value computed on the
 JZ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1914.degrees latitude (g = 980.6199 gals.).
 JZ1914
 JZ1914.The modeled gravity was interpolated from observed gravity values.
 JZ1914
 JZ1914;                    North         East    Units  Estimated Accuracy
 JZ1914;SPC IN E     -   425,570.      150,910.      MT  (+/- 180 meters Scaled)
 JZ1914
 JZ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ662274(NAD 83)
 JZ1914
 JZ1914                          SUPERSEDED SURVEY CONTROL
 JZ1914
 JZ1914  NGVD 29 (??/??/92)  248.114  (m)          814.02   (f) ADJ UNCH    1 2
 JZ1914
 JZ1914.Superseded values are not recommended for survey control.
 JZ1914
 JZ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1914.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1914
 JZ1914_MARKER: DB = BENCH MARK DISK
 JZ1914_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1914_SP_SET: CULVERT HEADWALL
 JZ1914_STAMPING: E 94 1938
 JZ1914_MARK LOGO: CGS
 JZ1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1914+STABILITY: SURFACE MOTION
 JZ1914
 JZ1914  HISTORY     - Date     Condition        Report By
 JZ1914  HISTORY     - 1938     MONUMENTED       CGS
 JZ1914  HISTORY     - 1957     MARK NOT FOUND   CGS
 JZ1914
 JZ1914                          STATION DESCRIPTION
 JZ1914
 JZ1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1914'4.2 MI W FROM DILLSBORO.
 JZ1914'4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1914'STATION AT DILLSBORO, DEARBORN COUNTY, 2.1 MILES EAST OF
 JZ1914'MOORES HILL, 6 RAILS WEST OF MILEPOST C 38, AT A STONE CULVERT,
 JZ1914'IN THE TOP OF THE NORTH HEADWALL, 10 FEET NORTH OF THE NORTH
 JZ1914'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JZ1914'STAMPED E 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1718 ***********************************************************************
 LB1718  DESIGNATION -  E 95
 LB1718  PID         -  LB1718
 LB1718  STATE/COUNTY-  IN/WARREN
 LB1718  COUNTRY     -  US
 LB1718  USGS QUAD   -  OTTERBEIN (2019)
 LB1718
 LB1718                         *CURRENT SURVEY CONTROL
 LB1718  ______________________________________________________________________
 LB1718* NAD 83(1986) POSITION- 40 23 18.     (N) 087 06 27.     (W)   SCALED
 LB1718* NAVD 88 ORTHO HEIGHT -   205.888 (meters)      675.48  (feet) ADJUSTED
 LB1718  ______________________________________________________________________
 LB1718  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 LB1718  DYNAMIC HEIGHT  -        205.787 (meters)      675.15  (feet) COMP
 LB1718  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 LB1718
 LB1718  VERT ORDER      -  SECOND    CLASS 0
 LB1718
 LB1718.The horizontal coordinates were scaled from a map and have
 LB1718.an estimated accuracy of +/- 6 seconds.
 LB1718
 LB1718.The orthometric height was determined by differential leveling and
 LB1718.adjusted by the NATIONAL GEODETIC SURVEY
 LB1718.in June 1991.
 LB1718
 LB1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1718.GEOID18 height accuracy estimate available here.
 LB1718
 LB1718.Click photographs - Photos may exist for this station.
 LB1718
 LB1718.The dynamic height is computed by dividing the NAVD 88
 LB1718.geopotential number by the normal gravity value computed on the
 LB1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1718.degrees latitude (g = 980.6199 gals.).
 LB1718
 LB1718.The modeled gravity was interpolated from observed gravity values.
 LB1718
 LB1718;                    North         East    Units  Estimated Accuracy
 LB1718;SPC IN W     -   570,640.      897,950.      MT  (+/- 180 meters Scaled)
 LB1718
 LB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK908708(NAD 83)
 LB1718
 LB1718                          SUPERSEDED SURVEY CONTROL
 LB1718
 LB1718  NGVD 29 (??/??/92)  205.963  (m)          675.73   (f) ADJ UNCH    2 0
 LB1718
 LB1718.Superseded values are not recommended for survey control.
 LB1718
 LB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1718.See file dsdata.pdf to determine how the superseded data were derived.
 LB1718
 LB1718_MARKER: DB = BENCH MARK DISK
 LB1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1718_STAMPING: E 95 1946
 LB1718_MARK LOGO: CGS
 LB1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1718+STABILITY: SURFACE MOTION
 LB1718
 LB1718  HISTORY     - Date     Condition        Report By
 LB1718  HISTORY     - 1946     MONUMENTED       CGS
 LB1718
 LB1718                          STATION DESCRIPTION
 LB1718
 LB1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1718'2 MI SE FROM GREEN HILL.
 LB1718'ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE MASONIC
 LB1718'BUILDING AT GREEN HILL, THENCE ABOUT 1.8 MILES SOUTH ALONG A
 LB1718'GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST AND
 LB1718'A RIGHT ANGLE TURN IN THE MAIN ROAD WITH TANGENTS EXTENDING
 LB1718'NORTH AND WEST, 130 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 LB1718'THE ROAD FROM THE SOUTHWEST CORNER OF A WHITE HOUSE, 26 FEET NORTH
 LB1718'OF THE WEST TANGENT OF THE ROAD, 23 FEET WEST OF THE CENTER LINE
 LB1718'OF THE NORTH TANGENT, 5.5 FEET NORTHWEST OF A CONCRETE FENCE
 LB1718'CORNER POST, 6 FEET SOUTH OF THE CENTER OF A GAP IN THE FENCE, AND
 LB1718'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 95 1946
 LB1718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB1718'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1684 ***********************************************************************
 LB1684  DESIGNATION -  E 96
 LB1684  PID         -  LB1684
 LB1684  STATE/COUNTY-  IN/MONTGOMERY
 LB1684  COUNTRY     -  US
 LB1684  USGS QUAD   -  WINGATE (2019)
 LB1684
 LB1684                         *CURRENT SURVEY CONTROL
 LB1684  ______________________________________________________________________
 LB1684* NAD 83(1986) POSITION- 40 07 54.     (N) 087 04 07.     (W)   SCALED
 LB1684* NAVD 88 ORTHO HEIGHT -   244.620 (meters)      802.56  (feet) ADJUSTED
 LB1684  ______________________________________________________________________
 LB1684  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 LB1684  DYNAMIC HEIGHT  -        244.491 (meters)      802.13  (feet) COMP
 LB1684  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB1684
 LB1684  VERT ORDER      -  SECOND    CLASS 0
 LB1684
 LB1684.The horizontal coordinates were scaled from a map and have
 LB1684.an estimated accuracy of +/- 6 seconds.
 LB1684
 LB1684.The orthometric height was determined by differential leveling and
 LB1684.adjusted by the NATIONAL GEODETIC SURVEY
 LB1684.in June 1991.
 LB1684
 LB1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1684.GEOID18 height accuracy estimate available here.
 LB1684
 LB1684.Click photographs - Photos may exist for this station.
 LB1684
 LB1684.The dynamic height is computed by dividing the NAVD 88
 LB1684.geopotential number by the normal gravity value computed on the
 LB1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1684.degrees latitude (g = 980.6199 gals.).
 LB1684
 LB1684.The modeled gravity was interpolated from observed gravity values.
 LB1684
 LB1684;                    North         East    Units  Estimated Accuracy
 LB1684;SPC IN W     -   542,140.      901,260.      MT  (+/- 180 meters Scaled)
 LB1684
 LB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK941423(NAD 83)
 LB1684
 LB1684                          SUPERSEDED SURVEY CONTROL
 LB1684
 LB1684  NGVD 29 (??/??/92)  244.700  (m)          802.82   (f) ADJ UNCH    2 0
 LB1684
 LB1684.Superseded values are not recommended for survey control.
 LB1684
 LB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1684.See file dsdata.pdf to determine how the superseded data were derived.
 LB1684
 LB1684_MARKER: DB = BENCH MARK DISK
 LB1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1684_STAMPING: E 96 1946
 LB1684_MARK LOGO: CGS
 LB1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1684+STABILITY: SURFACE MOTION
 LB1684
 LB1684  HISTORY     - Date     Condition        Report By
 LB1684  HISTORY     - 1946     MONUMENTED       CGS
 LB1684
 LB1684                          STATION DESCRIPTION
 LB1684
 LB1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1684'2.8 MI S FROM WINGATE.
 LB1684'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB1684'AT WINGATE, 0.15 MILE SOUTH OF A CROSS ROAD, 36 FEET WEST OF THE
 LB1684'CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF THE NORTHEAST CORNER
 LB1684'OF A BARN, 21 FEET NORTH OF THE CENTER LINE OF A DRIVE WAY
 LB1684'LEADING TO A BARN YARD, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH
 LB1684'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1684'A STANDARD DISK, STAMPED E 96 1946 AND SET IN A CONCRETE POST.
 LB1684'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT WAYNETOWN BY
 LB1684'GOING ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 25.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1725 ***********************************************************************
 LB1725  DESIGNATION -  E 97 RESET
 LB1725  PID         -  LB1725
 LB1725  STATE/COUNTY-  IN/WARREN
 LB1725  COUNTRY     -  US
 LB1725  USGS QUAD   -  CHATTERTON (2019)
 LB1725
 LB1725                         *CURRENT SURVEY CONTROL
 LB1725  ______________________________________________________________________
 LB1725* NAD 83(1986) POSITION- 40 24 37.     (N) 087 09 10.     (W)   SCALED
 LB1725* NAVD 88 ORTHO HEIGHT -   213.49  (meters)      700.4   (feet) RESET
 LB1725  ______________________________________________________________________
 LB1725  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 LB1725  VERT ORDER      -  THIRD
 LB1725
 LB1725.The horizontal coordinates were scaled from a map and have
 LB1725.an estimated accuracy of +/- 6 seconds.
 LB1725
 LB1725.The orthometric height was computed from unverified reset data.
 LB1725
 LB1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1725.GEOID18 height accuracy estimate available here.
 LB1725
 LB1725.Click photographs - Photos may exist for this station.
 LB1725
 LB1725;                    North         East    Units  Estimated Accuracy
 LB1725;SPC IN W     -   573,080.      894,110.      MT  (+/- 180 meters Scaled)
 LB1725
 LB1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK870733(NAD 83)
 LB1725
 LB1725                          SUPERSEDED SURVEY CONTROL
 LB1725
 LB1725  NGVD 29 (??/??/??)  213.56   (m)          700.7    (f) RESET       3  
 LB1725
 LB1725.Superseded values are not recommended for survey control.
 LB1725
 LB1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1725.See file dsdata.pdf to determine how the superseded data were derived.
 LB1725
 LB1725_MARKER: DB = BENCH MARK DISK
 LB1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1725_STAMPING: E 97 RESET 1966
 LB1725_MARK LOGO: CGS
 LB1725_PROJECTION: PROJECTING 13 CENTIMETERS
 LB1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1725+STABILITY: SURFACE MOTION
 LB1725
 LB1725  HISTORY     - Date     Condition        Report By
 LB1725  HISTORY     - 1966     MONUMENTED       CGS
 LB1725
 LB1725                          STATION DESCRIPTION
 LB1725
 LB1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LB1725'2.6 MI W FROM GREEN HILL.
 LB1725'MARK IS LOCATED ON THE PROPERTY OF PAUL AND OSCAR MC KINNIS.
 LB1725'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND
 LB1725'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  THE MARK IS 109
 LB1725'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 19
 LB1725'FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 16 FEET NORTH
 LB1725'OF THE CENTERLINE OF A GRAVELED ROAD.  TO REACH THE MARK FROM
 LB1725'THE RAILROAD DEPOT IN OTTERBEIN, GO SOUTH ON W COUNTY ROAD FOR
 LB1725'2.9 MILES TO THE JUNCTION OF STATE HIGHWAY 26.  TURN RIGHT
 LB1725'AND GO WEST ON STATE HIGHWAY 26 FOR 3.8 MILES TO A PAVED CROSSROAD.
 LB1725'TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 2.8 MILES TO A
 LB1725'GRAVEL CROSSROAD.  TURN RIGHT ON THE GRAVEL ROAD AND GO WEST
 LB1725'FOR 0.25 MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1512 ***********************************************************************
 LB1512  DESIGNATION -  E 98
 LB1512  PID         -  LB1512
 LB1512  STATE/COUNTY-  IN/WARREN
 LB1512  COUNTRY     -  US
 LB1512  USGS QUAD   -  PINE VILLAGE (2019)
 LB1512
 LB1512                         *CURRENT SURVEY CONTROL
 LB1512  ______________________________________________________________________
 LB1512* NAD 83(1986) POSITION- 40 27 57.     (N) 087 15 15.     (W)   SCALED
 LB1512* NAVD 88 ORTHO HEIGHT -   211.834 (meters)      694.99  (feet) ADJUSTED
 LB1512  ______________________________________________________________________
 LB1512  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 LB1512  DYNAMIC HEIGHT  -        211.729 (meters)      694.65  (feet) COMP
 LB1512  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 LB1512
 LB1512  VERT ORDER      -  SECOND    CLASS 0
 LB1512
 LB1512.The horizontal coordinates were scaled from a map and have
 LB1512.an estimated accuracy of +/- 6 seconds.
 LB1512
 LB1512.The orthometric height was determined by differential leveling and
 LB1512.adjusted by the NATIONAL GEODETIC SURVEY
 LB1512.in June 1991.
 LB1512
 LB1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1512.GEOID18 height accuracy estimate available here.
 LB1512
 LB1512.Click photographs - Photos may exist for this station.
 LB1512
 LB1512.The dynamic height is computed by dividing the NAVD 88
 LB1512.geopotential number by the normal gravity value computed on the
 LB1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1512.degrees latitude (g = 980.6199 gals.).
 LB1512
 LB1512.The modeled gravity was interpolated from observed gravity values.
 LB1512
 LB1512;                    North         East    Units  Estimated Accuracy
 LB1512;SPC IN W     -   579,260.      885,510.      MT  (+/- 180 meters Scaled)
 LB1512
 LB1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784794(NAD 83)
 LB1512
 LB1512                          SUPERSEDED SURVEY CONTROL
 LB1512
 LB1512  NGVD 29 (??/??/92)  211.898  (m)          695.20   (f) ADJ UNCH    2 0
 LB1512
 LB1512.Superseded values are not recommended for survey control.
 LB1512
 LB1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1512.See file dsdata.pdf to determine how the superseded data were derived.
 LB1512
 LB1512_MARKER: DB = BENCH MARK DISK
 LB1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1512_STAMPING: E 98 1946
 LB1512_MARK LOGO: CGS
 LB1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1512+STABILITY: SURFACE MOTION
 LB1512
 LB1512  HISTORY     - Date     Condition        Report By
 LB1512  HISTORY     - 1946     MONUMENTED       CGS
 LB1512  HISTORY     - 20051015 MARK NOT FOUND   INDOT
 LB1512
 LB1512                          STATION DESCRIPTION
 LB1512
 LB1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1512'1.1 MI N FROM PINE VILLAGE.
 LB1512'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE POST
 LB1512'OFFICE AT PINE VILLAGE, 0.7 MILE SOUTH OF THE WARREN-BENTON
 LB1512'COUNTY LINE, 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO
 LB1512'STORY HOUSE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 15
 LB1512'FEET SOUTH OF A GRAVEL DRIVE WAY, 4 FEET EAST OF POWER POLE
 LB1512'NO. 724-150, 2 FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE
 LB1512'WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.  A
 LB1512'STANDARD DISK, STAMPED E 98 1946 AND SET IN THE TOP OF A CONCRETE
 LB1512'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1512
 LB1512                          STATION RECOVERY (2005)
 LB1512
 LB1512'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1557 ***********************************************************************
 LB1557  DESIGNATION -  E 99
 LB1557  PID         -  LB1557
 LB1557  STATE/COUNTY-  IN/WARREN
 LB1557  COUNTRY     -  US
 LB1557  USGS QUAD   -  PINE VILLAGE (2019)
 LB1557
 LB1557                         *CURRENT SURVEY CONTROL
 LB1557  ______________________________________________________________________
 LB1557* NAD 83(1986) POSITION- 40 23 47.     (N) 087 21 14.     (W)   SCALED
 LB1557* NAVD 88 ORTHO HEIGHT -   205.690 (meters)      674.83  (feet) ADJUSTED
 LB1557  ______________________________________________________________________
 LB1557  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 LB1557  DYNAMIC HEIGHT  -        205.586 (meters)      674.49  (feet) COMP
 LB1557  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 LB1557
 LB1557  VERT ORDER      -  SECOND    CLASS 0
 LB1557
 LB1557.The horizontal coordinates were scaled from a map and have
 LB1557.an estimated accuracy of +/- 6 seconds.
 LB1557
 LB1557.The orthometric height was determined by differential leveling and
 LB1557.adjusted by the NATIONAL GEODETIC SURVEY
 LB1557.in June 1991.
 LB1557
 LB1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1557.GEOID18 height accuracy estimate available here.
 LB1557
 LB1557.Click photographs - Photos may exist for this station.
 LB1557
 LB1557.The dynamic height is computed by dividing the NAVD 88
 LB1557.geopotential number by the normal gravity value computed on the
 LB1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1557.degrees latitude (g = 980.6199 gals.).
 LB1557
 LB1557.The modeled gravity was interpolated from observed gravity values.
 LB1557
 LB1557;                    North         East    Units  Estimated Accuracy
 LB1557;SPC IN W     -   571,570.      877,030.      MT  (+/- 180 meters Scaled)
 LB1557
 LB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK699718(NAD 83)
 LB1557
 LB1557                          SUPERSEDED SURVEY CONTROL
 LB1557
 LB1557  NGVD 29 (??/??/92)  205.742  (m)          675.01   (f) ADJ UNCH    2 0
 LB1557
 LB1557.Superseded values are not recommended for survey control.
 LB1557
 LB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1557.See file dsdata.pdf to determine how the superseded data were derived.
 LB1557
 LB1557_MARKER: DB = BENCH MARK DISK
 LB1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1557_STAMPING: E 99 1946
 LB1557_MARK LOGO: CGS
 LB1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1557+STABILITY: SURFACE MOTION
 LB1557
 LB1557  HISTORY     - Date     Condition        Report By
 LB1557  HISTORY     - 1946     MONUMENTED       CGS
 LB1557  HISTORY     - 1970     MARK NOT FOUND   NGS
 LB1557
 LB1557                          STATION DESCRIPTION
 LB1557
 LB1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1557'2.5 MI N FROM CARBONDALE.
 LB1557'2.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSSROAD AT
 LB1557'CARBONDALE, ABOUT 0.25 MILE NORTH OF A CEMETERY, AT THE
 LB1557'INTERSECTION OF A GRAVEL ROAD LEADING EAST AND A DIM ROAD WEST,
 LB1557'43 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 32 FEET EAST OF
 LB1557'THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF A FENCE CORNER
 LB1557'POST, AND IN THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 LB1557'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 LB1557'MARK WAS NOT FOUND BUT SOME CONCRETE WHAT APPEARED TO BE PART
 LB1557'OF THE MONUMENT WAS FOUND AND THE MARK IS ASSUMED TO HAVE BEEN
 LB1557'DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2512 ***********************************************************************
 ME2512  DESIGNATION -  E CHICAGO N IND P S CO GAS TK
 ME2512  PID         -  ME2512
 ME2512  STATE/COUNTY-  IN/LAKE
 ME2512  COUNTRY     -  US
 ME2512  USGS QUAD   -  WHITING (2019)
 ME2512
 ME2512                         *CURRENT SURVEY CONTROL
 ME2512  ______________________________________________________________________
 ME2512* NAD 83(1997) POSITION- 41 38 51.69556(N) 087 28 46.32307(W)   ADJUSTED
 ME2512  ______________________________________________________________________
 ME2512  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 ME2512  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 ME2512  HORZ ORDER      -  THIRD
 ME2512
 ME2512.The horizontal coordinates were established by classical geodetic methods
 ME2512.and adjusted by the National Geodetic Survey in May 1999.
 ME2512
 ME2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2512.GEOID18 height accuracy estimate available here.
 ME2512
 ME2512.Click photographs - Photos may exist for this station.
 ME2512
 ME2512.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2512
 ME2512. The following values were computed from the NAD 83(1997) position.
 ME2512
 ME2512;                    North         East     Units Scale Factor Converg.
 ME2512;SPC IN W     -   710,564.555   866,995.087   MT  0.99998007   -0 15 47.9
 ME2512;SPC IN W     - 2,331,243.88  2,844,466.38   sFT  0.99998007   -0 15 47.9
 ME2512;UTM  16      - 4,610,772.261   460,067.759   MT  0.99961962   -0 19 07.2
 ME2512
 ME2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6006710772(NAD 83)
 ME2512
 ME2512                          SUPERSEDED SURVEY CONTROL
 ME2512
 ME2512  NAD 83(1994)-  41 38 51.70113(N)    087 28 46.33045(W) AD(       ) 3
 ME2512  NAD 83(1986)-  41 38 51.70114(N)    087 28 46.33038(W) AD(       ) 3
 ME2512  NAD 27      -  41 38 51.57900(N)    087 28 46.19000(W) AD(       ) 3
 ME2512
 ME2512.Superseded values are not recommended for survey control.
 ME2512
 ME2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2512.See file dsdata.pdf to determine how the superseded data were derived.
 ME2512
 ME2512_MARKER: 53 = ELEVATED TANK
 ME2512
 ME2512  HISTORY     - Date     Condition        Report By
 ME2512  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2512  HISTORY     - 1955     GOOD             CGS
 ME2512
 ME2512                          STATION DESCRIPTION
 ME2512
 ME2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2512'STATION IS LOCATED ON THE INDIANA HARBOR CANAL, ABOUT 500 FEET
 ME2512'SOUTHEAST OF THE
 ME2512'INTERSECTION OF INDIANAPOLIS BLVD. AND RILEY ROAD, IN THE NORTHWEST
 ME2512'SECTION OF EAST CHICAGO.  IT IS A
 ME2512'STEEL, GAS STORAGE TANK, ABOUT 275 FEET HIGH AND 150
 ME2512'FEET IN DIAMETER.  THE LOWER PART OF THE TANK IS
 ME2512'PAINTED GREEN AND THE UPPER PART IN
 ME2512'LARGE RED AND WHITE CHECKS.  THE POINT OBSERVED ON WAS A FLASHING
 ME2512'RED LIGHT LOCATED AT THE CENTER OF
 ME2512'THE TOP OF THE TANK.
 ME2512
 ME2512                          STATION RECOVERY (1955)
 ME2512
 ME2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2512'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0429 ***********************************************************************
 KA0429  DESIGNATION -  E E 81
 KA0429  PID         -  KA0429
 KA0429  STATE/COUNTY-  IN/OWEN
 KA0429  COUNTRY     -  US
 KA0429  USGS QUAD   -  GOSPORT (2019)
 KA0429
 KA0429                         *CURRENT SURVEY CONTROL
 KA0429  ______________________________________________________________________
 KA0429* NAD 83(1986) POSITION- 39 21 48.     (N) 086 39 37.     (W)   SCALED
 KA0429* NAVD 88 ORTHO HEIGHT -   175.276 (meters)      575.05  (feet) ADJUSTED
 KA0429  ______________________________________________________________________
 KA0429  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 KA0429  DYNAMIC HEIGHT  -        175.174 (meters)      574.72  (feet) COMP
 KA0429  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 KA0429
 KA0429  VERT ORDER      -  SECOND    CLASS 0
 KA0429
 KA0429.The horizontal coordinates were scaled from a map and have
 KA0429.an estimated accuracy of +/- 6 seconds.
 KA0429
 KA0429.The orthometric height was determined by differential leveling and
 KA0429.adjusted by the NATIONAL GEODETIC SURVEY
 KA0429.in June 1991.
 KA0429
 KA0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0429.GEOID18 height accuracy estimate available here.
 KA0429
 KA0429.Click photographs - Photos may exist for this station.
 KA0429
 KA0429.The dynamic height is computed by dividing the NAVD 88
 KA0429.geopotential number by the normal gravity value computed on the
 KA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0429.degrees latitude (g = 980.6199 gals.).
 KA0429
 KA0429.The modeled gravity was interpolated from observed gravity values.
 KA0429
 KA0429;                    North         East    Units  Estimated Accuracy
 KA0429;SPC IN W     -   456,920.      936,460.      MT  (+/- 180 meters Scaled)
 KA0429
 KA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ292571(NAD 83)
 KA0429
 KA0429                          SUPERSEDED SURVEY CONTROL
 KA0429
 KA0429  NGVD 29 (??/??/92)  175.400  (m)          575.46   (f) ADJ UNCH    2 0
 KA0429
 KA0429.Superseded values are not recommended for survey control.
 KA0429
 KA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0429.See file dsdata.pdf to determine how the superseded data were derived.
 KA0429
 KA0429_MARKER: DB = BENCH MARK DISK
 KA0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0429_SP_SET: PIER
 KA0429_STAMPING: E E 81 1946
 KA0429_MARK LOGO: CGS
 KA0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0429
 KA0429  HISTORY     - Date     Condition        Report By
 KA0429  HISTORY     - 1946     MONUMENTED       CGS
 KA0429
 KA0429                          STATION DESCRIPTION
 KA0429
 KA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0429'1 MI N FROM GOSPORT.
 KA0429'1.0 MILES NORTH ALONG THE MONON RAILROAD (FORMERLY THE CHICAGO,
 KA0429'INDIANAPOLIS AND LOUISVILLE RAILWAY) FROM THE STATION AT GOSPORT,
 KA0429'0.1 MILE NORTH OF A Y JUNCTION IN THE TRACKS, AT THE OVERPASS
 KA0429'OF STATE HIGHWAY 67, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KA0429'6 FEET ABOVE THE GROUND, AND SET IN THE SOUTHEAST END OF THE PIER
 KA0429'SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED E E 81 1946,
 KA0429'AND SET HORIZONTALLY IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2357 ***********************************************************************
 ME2357  DESIGNATION -  EAGLE
 ME2357  PID         -  ME2357
 ME2357  STATE/COUNTY-  IN/STARKE
 ME2357  COUNTRY     -  US
 ME2357  USGS QUAD   -  KNOX EAST (2019)
 ME2357
 ME2357                         *CURRENT SURVEY CONTROL
 ME2357  ______________________________________________________________________
 ME2357* NAD 83(1997) POSITION- 41 19 49.13947(N) 086 31 45.15346(W)   ADJUSTED
 ME2357* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 ME2357  ______________________________________________________________________
 ME2357  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 ME2357  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 ME2357  HORZ ORDER      -  SECOND
 ME2357
 ME2357.The horizontal coordinates were established by classical geodetic methods
 ME2357.and adjusted by the National Geodetic Survey in May 1999.
 ME2357
 ME2357.The orthometric height was scaled from a topographic map.
 ME2357
 ME2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2357.GEOID18 height accuracy estimate available here.
 ME2357
 ME2357.Click photographs - Photos may exist for this station.
 ME2357
 ME2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2357
 ME2357. The following values were computed from the NAD 83(1997) position.
 ME2357
 ME2357;                    North         East     Units Scale Factor Converg.
 ME2357;SPC IN W     -   675,389.104   946,386.348   MT  0.99999314   +0 21 57.4
 ME2357;SPC IN W     - 2,215,839.09  3,104,935.88   sFT  0.99999314   +0 21 57.4
 ME2357;UTM  16      - 4,575,533.274   539,395.948   MT  0.99961910   +0 18 39.3
 ME2357
 ME2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2357!SPC IN W     -   0.99996893  x   0.99999314  =   0.99996207
 ME2357!UTM  16      -   0.99996893  x   0.99961910  =   0.99958804
 ME2357
 ME2357:                Primary Azimuth Mark                     Grid Az
 ME2357:SPC IN W     -  KNOX                                     236 14 59.3
 ME2357:UTM  16      -  KNOX                                     236 18 17.4
 ME2357
 ME2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3939575533(NAD 83)
 ME2357
 ME2357|---------------------------------------------------------------------|
 ME2357| PID    Reference Object                     Distance      Geod. Az  |
 ME2357|                                                           dddmmss.s |
 ME2357| ME2344 CONVENT ANCILLA DOMINI SPIRE        APPROX. 7.1 KM 0832450.9 |
 ME2357| CM3447 EAGLE RM 1                           39.456 METERS 23305     |
 ME2357| ME0689 KNOX                                APPROX. 9.2 KM 2363656.7 |
 ME2357| CM3448 EAGLE RM 2                           22.135 METERS 29523     |
 ME2357|---------------------------------------------------------------------|
 ME2357
 ME2357                          SUPERSEDED SURVEY CONTROL
 ME2357
 ME2357  NAD 83(1986)-  41 19 49.14422(N)    086 31 45.16003(W) AD(       ) 2
 ME2357  NAD 27      -  41 19 48.99420(N)    086 31 45.11970(W) AD(       ) 2
 ME2357
 ME2357.Superseded values are not recommended for survey control.
 ME2357
 ME2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2357.See file dsdata.pdf to determine how the superseded data were derived.
 ME2357
 ME2357_MARKER: DS = TRIANGULATION STATION DISK
 ME2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2357_STAMPING: EAGLE 1952
 ME2357_MARK LOGO: CGS
 ME2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2357+STABILITY: SURFACE MOTION
 ME2357
 ME2357  HISTORY     - Date     Condition        Report By
 ME2357  HISTORY     - 1952     MONUMENTED       CGS
 ME2357  HISTORY     - 1989     GOOD             USPSQD
 ME2357  HISTORY     - 19990623 MARK NOT FOUND   USPSQD
 ME2357
 ME2357                          STATION DESCRIPTION
 ME2357
 ME2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2357'STATION IS LOCATED 3 MILES SOUTHWEST OF GROVERTOWN ON A PROMINENT,
 ME2357'WOODED, SAND HILL AND ON PROPERTY OWNED BY JACK COMMESSER.  IT IS 0.2
 ME2357'MILE SOUTHWEST OF A FARM HOUSE, 0.1 MILE SOUTH OF A GRAVEL ROAD, 35
 ME2357'FEET WEST OF A FENCE LINE, 25 FEET NORTHEAST OF A 10 INCH OAK TREE
 ME2357'WITH A TRIANGLE BLAZE, 23 FEET SOUTHEAST OF A 12 INCH OAK TREE WITH A
 ME2357'TRIANGLE BLAZE AND 8 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 ME2357'PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE 1952.
 ME2357'
 ME2357'REFERENCE MARK NO. 1 IS 25 FEET NORTHWEST OF A WOODS ROAD AND 4 FEET
 ME2357'NORTHEAST OF A 16 INCH TWIN OAK TREE WITH A TRIANGLE BLAZE.  THE MARK
 ME2357'PROJECTS 2 INCHES AND THE DISK IS STAMPED EAGLE NO 1 1952.
 ME2357'
 ME2357'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF A 20 INCH OAK TREE WITH A
 ME2357'TRIANGLE BLAZE AND 8 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A
 ME2357'TRIANGLE BLAZE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EAGLE NO 2
 ME2357'1952.
 ME2357'
 ME2357'BENCH MARK N 133 WAS USED AS AN AZIMUTH MARK.  IT IS 36 FEET SOUTH OF
 ME2357'A FENCE CORNER, 25 FEET EAST OF THE CENTER OF STATE HIGHWAY 23 AND 2
 ME2357'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS AN 8 BY 8 INCH
 ME2357'CONCRETE POST WHICH PROJECTS 2 INCHES WITH A STANDARD U.S. COAST AND
 ME2357'GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED N 133 1946.
 ME2357'
 ME2357'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 ME2357'STATE HIGHWAY 23 IN GROVERTOWN, GO SOUTH ON HIGHWAY 23 FOR 3.9 MILES
 ME2357'TO A GRAVEL CROSSROAD, (*) TURN RIGHT ON THE GRAVEL ROAD AND GO WEST
 ME2357'FOR 0.3 MILE TO A WOODS ROAD SOUTH, TURN LEFT AND GO SOUTH OF THE
 ME2357'WOODS ROAD 0.2 MILE TO A SAND HILL ON THE LEFT, TURN LEFT AND GO TO
 ME2357'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 ME2357'
 ME2357'*TO REACH BENCH MARK N 133 FROM THIS POINT, CONTINUE ON HIGHWAY 23 FOR
 ME2357'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2357'
 ME2357'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2357
 ME2357                          STATION RECOVERY (1989)
 ME2357
 ME2357'RECOVERY NOTE BY US POWER SQUADRON 1989 (WC)
 ME2357'RECOVERED IN GOOD CONDITION.
 ME2357
 ME2357                          STATION RECOVERY (1999)
 ME2357
 ME2357'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME2357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1628 ***********************************************************************
 MD1628  DESIGNATION -  EAGLE
 MD1628  PID         -  MD1628
 MD1628  STATE/COUNTY-  IN/NOBLE
 MD1628  COUNTRY     -  US
 MD1628  USGS QUAD   -  LIGONIER (2019)
 MD1628
 MD1628                         *CURRENT SURVEY CONTROL
 MD1628  ______________________________________________________________________
 MD1628* NAD 83(1997) POSITION- 41 25 53.57787(N) 085 35 15.32362(W)   ADJUSTED
 MD1628* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 MD1628  ______________________________________________________________________
 MD1628  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 MD1628  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 MD1628  HORZ ORDER      -  SECOND
 MD1628
 MD1628.The horizontal coordinates were established by classical geodetic methods
 MD1628.and adjusted by the National Geodetic Survey in May 1999.
 MD1628
 MD1628.The orthometric height was scaled from a topographic map.
 MD1628
 MD1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1628.GEOID18 height accuracy estimate available here.
 MD1628
 MD1628.Click photographs - Photos may exist for this station.
 MD1628
 MD1628.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1628
 MD1628. The following values were computed from the NAD 83(1997) position.
 MD1628
 MD1628;                    North         East     Units Scale Factor Converg.
 MD1628;SPC IN E     -   686,486.666   106,609.335   MT  0.99996720   +0 03 08.4
 MD1628;SPC IN E     - 2,252,248.34    349,767.46   sFT  0.99996720   +0 03 08.4
 MD1628;UTM  16      - 4,587,627.546   618,009.215   MT  0.99977138   +0 56 05.0
 MD1628
 MD1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1628!SPC IN E     -   0.99996040  x   0.99996720  =   0.99992760
 MD1628!UTM  16      -   0.99996040  x   0.99977138  =   0.99973179
 MD1628
 MD1628:                Primary Azimuth Mark                     Grid Az
 MD1628:SPC IN E     -  EAGLE AZ MK                              002 30 58.3
 MD1628:UTM  16      -  EAGLE AZ MK                              001 38 01.7
 MD1628
 MD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1800987627(NAD 83)
 MD1628
 MD1628|---------------------------------------------------------------------|
 MD1628| PID    Reference Object                     Distance      Geod. Az  |
 MD1628|                                                           dddmmss.s |
 MD1628| CF2794 EAGLE AZ MK                                        0023406.7 |
 MD1628| CF2795 EAGLE RM 1                           39.042 METERS 16447     |
 MD1628| CF2796 EAGLE RM 2                           45.174 METERS 27752     |
 MD1628| MD1627 LIGONIER LYONS AND GRNLEAF STK      APPROX. 4.0 KM 3585919.1 |
 MD1628|---------------------------------------------------------------------|
 MD1628
 MD1628                          SUPERSEDED SURVEY CONTROL
 MD1628
 MD1628  NAD 83(1995)-  41 25 53.58034(N)    085 35 15.33125(W) AD(       ) 2
 MD1628  NAD 83(1986)-  41 25 53.57970(N)    085 35 15.33396(W) AD(       ) 2
 MD1628  NAD 27      -  41 25 53.40360(N)    085 35 15.39350(W) AD(       ) 2
 MD1628
 MD1628.Superseded values are not recommended for survey control.
 MD1628
 MD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1628.See file dsdata.pdf to determine how the superseded data were derived.
 MD1628
 MD1628_MARKER: DS = TRIANGULATION STATION DISK
 MD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1628_STAMPING: EAGLE 1947
 MD1628_MARK LOGO: CGS
 MD1628_PROJECTION: RECESSED 36 CENTIMETERS
 MD1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1628+STABILITY: SURFACE MOTION
 MD1628
 MD1628  HISTORY     - Date     Condition        Report By
 MD1628  HISTORY     - 1947     MONUMENTED       CGS
 MD1628  HISTORY     - 1960     GOOD             CGS
 MD1628
 MD1628                          STATION DESCRIPTION
 MD1628
 MD1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1628'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF LIGONIER IN THE SOUTHWEST
 MD1628'ANGLE OF U.S. HIGHWAY 33 AND A GRAVEL T-ROAD WEST AND ON LAND OWNED BY
 MD1628'L.A. REED.
 MD1628'
 MD1628'IT IS 74 FEET SOUTHWEST OF THE T-ROAD INTERSECTION, 57 FEET WEST OF
 MD1628'THE CENTER OF THE HIGHWAY, 44 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MD1628'ROAD AND 12 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT 14
 MD1628'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED EAGLE
 MD1628'1947.
 MD1628'
 MD1628'REFERENCE MARK NO. 1 IS 128.09 FEET SOUTH OF THE STATION IN THE WEST
 MD1628'HIGHWAY RIGHT-OF-WAY FENCE AND 25 FEET WEST OF THE CENTER OF THE
 MD1628'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1628'EAGLE NO 1 1947.
 MD1628'
 MD1628'REFERENCE MARK NO. 2 IS 148.21 FEET WEST OF THE STATION.  IT IS 22
 MD1628'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND ONE FOOT NORTH OF A
 MD1628'FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1628'STAMPED EAGLE NO 2 1947.
 MD1628'
 MD1628'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 MD1628'U.S. HIGHWAY 33.  IT IS 51 FEET WEST OF THE CENTER OF THE HIGHWAY, 28
 MD1628'FEET EAST OF THE FENCE AND 2 FEET NORTHEAST OF POWERPOLE NO.  533-650
 MD1628'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MD1628'INCHES AND THE DISK IS STAMPED EAGLE 1947.
 MD1628'
 MD1628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 33 ONE
 MD1628'MILE SOUTH OF THE CENTER OF LIGONIER, GO SOUTH ON HIGHWAY 33 FOR 1.15
 MD1628'MILES TO WHERE THE HIGHWAY CURVES LEFT AND THE AZIMUTH MARK ON THE
 MD1628'RIGHT AS DESCRIBED, CONTINUE ON HIGHWAY 33 FOR 0.25 MILE TO A GRAVEL
 MD1628'T-ROAD RIGHT AND STATION AS DESCRIBED.
 MD1628'
 MD1628'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1628
 MD1628                          STATION RECOVERY (1960)
 MD1628
 MD1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1628'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1628'AS HEREINAFTER CORRECTED ALONG WITH PERTINENT ADDENDA.
 MD1628'
 MD1628'REFERENCE MARK NO. 1 IS 2 FEET SSW OF STEEL WITNESS POST.  R.M. NO. 2
 MD1628'IS 19 FEET S OF CENTER LINE OF GRAVEL ROAD AND 1.5 FEET N OF FENCE
 MD1628'T-INTERSECTION.  THE AZIMUTH MARK IS ABOUT 50 YARDS N OF MIDPOINT OF
 MD1628'THE SOUTHERLY ONE OF A PAIR OF REVERSE CURVES, E OF THE POWER POLE, 18
 MD1628'FEET NW OF CENTER LINE OF OLD-HIGHWAY BRICK PAVEMENT, AND 2 FEET SSW
 MD1628'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8320 ***********************************************************************
 AH8320  DESIGNATION -  EAGLE CEM
 AH8320  PID         -  AH8320
 AH8320  STATE/COUNTY-  IN/HAMILTON
 AH8320  COUNTRY     -  US
 AH8320  USGS QUAD   -  WESTFIELD (2019)
 AH8320
 AH8320                         *CURRENT SURVEY CONTROL
 AH8320  ______________________________________________________________________
 AH8320* NAD 83(2011) POSITION- 40 00 45.06185(N) 086 13 35.31715(W)   ADJUSTED
 AH8320* NAD 83(2011) ELLIP HT-   232.110 (meters)        (06/27/12)   ADJUSTED
 AH8320* NAD 83(2011) EPOCH   -  2010.00
 AH8320* NAVD 88 ORTHO HEIGHT -   266.041 (meters)      872.84  (feet) ADJUSTED
 AH8320  ______________________________________________________________________
 AH8320  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 AH8320  NAD 83(2011) X  -    321,955.677 (meters)                     COMP
 AH8320  NAD 83(2011) Y  - -4,881,385.986 (meters)                     COMP
 AH8320  NAD 83(2011) Z  -  4,079,199.392 (meters)                     COMP
 AH8320  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 AH8320  DYNAMIC HEIGHT  -        265.892 (meters)      872.35  (feet) COMP
 AH8320  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 AH8320
 AH8320  VERT ORDER      -  THIRD
 AH8320
 AH8320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8320  Standards:
 AH8320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8320  -------------------------------------------------------------------
 AH8320  NETWORK    1.03   1.82           0.48   0.33   0.93     -0.12930220
 AH8320  -------------------------------------------------------------------
 AH8320  Click here for local accuracies and other accuracy information.
 AH8320
 AH8320.The horizontal coordinates were established by GPS observations
 AH8320.and adjusted by the National Geodetic Survey in June 2012.
 AH8320
 AH8320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8320.been affixed to the stable North American tectonic plate. See 
 AH8320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8320
 AH8320.The horizontal coordinates are valid at the epoch date displayed above
 AH8320.which is a decimal equivalence of Year/Month/Day.
 AH8320
 AH8320.The orthometric height was determined by differential leveling and
 AH8320.adjusted by the NATIONAL GEODETIC SURVEY
 AH8320.in February 2010.
 AH8320
 AH8320.No vertical observational check was made to the station.
 AH8320
 AH8320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8320.GEOID18 height accuracy estimate available here.
 AH8320
 AH8320.Click photographs - Photos may exist for this station.
 AH8320
 AH8320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8320
 AH8320.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8320
 AH8320.The ellipsoidal height was determined by GPS observations
 AH8320.and is referenced to NAD 83.
 AH8320
 AH8320.The dynamic height is computed by dividing the NAVD 88
 AH8320.geopotential number by the normal gravity value computed on the
 AH8320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8320.degrees latitude (g = 980.6199 gals.).
 AH8320
 AH8320.The modeled gravity was interpolated from observed gravity values.
 AH8320
 AH8320. The following values were computed from the NAD 83(2011) position.
 AH8320
 AH8320;                    North         East     Units Scale Factor Converg.
 AH8320;SPC IN E     -   529,057.557    52,205.827   MT  0.99999478   -0 21 35.8
 AH8320;SPC IN E     - 1,735,749.67    171,278.62   sFT  0.99999478   -0 21 35.8
 AH8320;UTM  16      - 4,429,433.031   566,015.986   MT  0.99965365   +0 29 50.5
 AH8320
 AH8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8320!SPC IN E     -   0.99996359  x   0.99999478  =   0.99995837
 AH8320!UTM  16      -   0.99996359  x   0.99965365  =   0.99961725
 AH8320
 AH8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6601529433(NAD 83)
 AH8320
 AH8320                          SUPERSEDED SURVEY CONTROL
 AH8320
 AH8320  NAD 83(2007)-  40 00 45.06189(N)    086 13 35.31810(W) AD(2002.00) 0
 AH8320  ELLIP H (02/10/07)  232.128  (m)                       GP(2002.00)    
 AH8320  NAD 83(1997)-  40 00 45.06198(N)    086 13 35.31800(W) AD(       ) B
 AH8320  ELLIP H (03/12/99)  232.145  (m)                       GP(       ) 1 2
 AH8320  NAVD 88 (03/12/99)  265.8    (m)  GEOID96  model used  GPS OBS        
 AH8320
 AH8320.Superseded values are not recommended for survey control.
 AH8320
 AH8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8320.See file dsdata.pdf to determine how the superseded data were derived.
 AH8320
 AH8320_MARKER: DD = SURVEY DISK
 AH8320_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 AH8320_STAMPING: HAMILTON COUNTY SECTION CORNER
 AH8320_MARK LOGO: IN-057
 AH8320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8320+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 AH8320
 AH8320  HISTORY     - Date     Condition        Report By
 AH8320  HISTORY     - 1997     MONUMENTED       HCS
 AH8320  HISTORY     - 19980318 GOOD             SEC
 AH8320  HISTORY     - 20031202 GOOD             WOOLPT
 AH8320  HISTORY     - 20100315 GOOD             INDNR
 AH8320  HISTORY     - 20230727 GOOD             LOCSUR
 AH8320  HISTORY     - 20250401 GOOD             ASMINC
 AH8320
 AH8320                          STATION DESCRIPTION
 AH8320
 AH8320'DESCRIBED BY HAMILTON COUNTY SURVEYOR 1997 (JWK)
 AH8320'DESCRIBED BY WOOLPERT LLP 1998 (CWH).   3.5 KM (2.15 MI) SOUTH OF
 AH8320'JOLIETVILLE, INDIANA, IN THE EAGLE CREEK CEMETERY.  TO REACH THE
 AH8320'STATION IN THE EAGLE CREEK CEMETERY FROM THE INTERSECTION OF STATE
 AH8320'ROUTE 31 AND STATE ROUTE 32, PROCEED WEST ALONG STATE ROUTE 32 FOR 8.3
 AH8320'KM (5.15 MI) TO AN INTERSECTION.  TURN LEFT AND PROCEED SOUTH ALONG
 AH8320'JOLIETVILLE ROAD FOR 3.1 KM (1.90 MI) TO AN INTERSECTION.  TURN LEFT
 AH8320'AND PROCEED EAST ALONG WEST 156TH STREET FOR 0.2 KM (0.10 MI) TO THE
 AH8320'ENTRANCE OF THE EAGLE CREEK CEMETERY.  THE STATION IS AN ALUMINUM
 AH8320'MARKER DRIVEN INTO THE GROUND AND IS CONTAINED IN A METAL BOX WITH AN
 AH8320'ACCESS COVER. THE STATION IS STAMPED --HAMILTON COUNTY SECTION
 AH8320'CORNER--.  THE STATION IS 90 M (295.3 FT) SOUTH AND 30 M (98.4 FT)
 AH8320'WEST OF THE INTERSECTION OF WEST 156TH STREET AND THE ENTRANCE TO
 AH8320'EAGLE CREEK CEMETERY, 2.9 M (9.5 FT) DUE WEST TO THE CENTER OF A
 AH8320'GRAVEL DRIVE, 31.0 M (101.7 FT) DUE NORTH TO THE CENTER OF A GRAVEL
 AH8320'DRIVE, 16.3 M (53.5 FT) DUE SOUTH TO A GRAVEL DRIVE, 25.9 M (85.0 FT)
 AH8320'AT AN AZIMUTH OF 340 DEGREES TO THE SOUTHEAST FACE OF A FLAGPOLE AT
 AH8320'GROUND LEVEL, 14.3 M (46.9 FT) AT AN AZIMUTH OF 220 DEGREES TO THE
 AH8320'NORTHEAST FACE A 0.4 M (1.3 FT) DIAMETER PINE TREE.
 AH8320
 AH8320                          STATION RECOVERY (1998)
 AH8320
 AH8320'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 AH8320'2.2 MILES (3.5 KM) SOUTH OF JOLIETVILLE.
 AH8320'
 AH8320'FROM THE INTERSECTION OF STATE ROAD 31 WITH STATE ROAD 32 GO WEST
 AH8320'ALONG STATE ROAD 32 5.15 MILES (8.29 KM) TO THE INTERSECTION OF
 AH8320'JOLIETVILLE ROAD.  TURN LEFT AND GO SOUTH 1.9 MILES (3.1 KM) TO THE
 AH8320'INTERSECTION OF WEST 156TH STREET.  TURN LEFT AND GO EAST 0.1 MILES
 AH8320'(0.2 KM) TO THE ENTRANCE OF THE EAGLE CREEK CEMETERY.
 AH8320'
 AH8320'THE STATION IS 90 METERS (295.3 FT) SOUTH AND 30 METERS (98.4 FT) WEST
 AH8320'OF THE INTERSECTION OF WEST 156TH STREET AND THE ENTRANCE TO THE
 AH8320'CEMETERY.  FROM THE STATION 2.9 METERS (9.5 FT) 270 DEGREE AZIMUTH TO
 AH8320'THE CENTER OF A GRAVEL DRIVE, 31.0 METERS (101.7 FT) 0 DEGREE AZIMUTH
 AH8320'TO THE CENTER OF A GRAVEL DRIVE, 16.3 METERS (53.5 FT) 180 DEGREE
 AH8320'AZIMUTH TO THE CENTER OF A GRAVEL DRIVE, 25.9 METERS (85.0 FT) 340
 AH8320'DEGREE AZIMUTH TO THE SOUTHEAST FACE OF A FLAG POLE AT GROUND LEVEL,
 AH8320'14.3 METERS (46.9 FT) 220 DEGREE AZIMUTH TO THE NORTHEAST FACE OF A 15
 AH8320'INCH DIAMETER PINE TREE.  DESCRIBED BY JEFF KONDY.
 AH8320
 AH8320                          STATION RECOVERY (2003)
 AH8320
 AH8320'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AH8320'RECOVERED IN GOOD CONDITION.
 AH8320
 AH8320                          STATION RECOVERY (2010)
 AH8320
 AH8320'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 AH8320'A SCREWDRIVER OR SIMILAR TOOL REQUIRED TO OPEN MONUMENT BOX.
 AH8320
 AH8320                          STATION RECOVERY (2023)
 AH8320
 AH8320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (DEL)
 AH8320'RECOVERY BY WESSLER ENGINEERING.
 AH8320
 AH8320                          STATION RECOVERY (2025)
 AH8320
 AH8320'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2025 (RL)
 AH8320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2180 ***********************************************************************
 LB2180  DESIGNATION -  EARL
 LB2180  PID         -  LB2180
 LB2180  STATE/COUNTY-  IN/BENTON
 LB2180  COUNTRY     -  US
 LB2180  USGS QUAD   -  EARL PARK (2019)
 LB2180
 LB2180                         *CURRENT SURVEY CONTROL
 LB2180  ______________________________________________________________________
 LB2180* NAD 83(1997) POSITION- 40 41 10.87803(N) 087 23 01.92185(W)   ADJUSTED
 LB2180* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 LB2180  ______________________________________________________________________
 LB2180  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 LB2180  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LB2180  HORZ ORDER      -  SECOND
 LB2180
 LB2180.The horizontal coordinates were established by classical geodetic methods
 LB2180.and adjusted by the National Geodetic Survey in May 1999.
 LB2180
 LB2180.The orthometric height was scaled from a topographic map.
 LB2180
 LB2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2180.GEOID18 height accuracy estimate available here.
 LB2180
 LB2180.Click photographs - Photos may exist for this station.
 LB2180
 LB2180.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2180
 LB2180. The following values were computed from the NAD 83(1997) position.
 LB2180
 LB2180;                    North         East     Units Scale Factor Converg.
 LB2180;SPC IN W     -   603,772.240   874,595.876   MT  0.99997461   -0 11 45.3
 LB2180;SPC IN W     - 1,980,876.09  2,869,403.30   sFT  0.99997461   -0 11 45.3
 LB2180;UTM  16      - 4,504,011.279   467,563.594   MT  0.99961295   -0 15 00.9
 LB2180
 LB2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2180!SPC IN W     -   0.99996664  x   0.99997461  =   0.99994125
 LB2180!UTM  16      -   0.99996664  x   0.99961295  =   0.99957961
 LB2180
 LB2180:                Primary Azimuth Mark                     Grid Az
 LB2180:SPC IN W     -  EARL AZ MK                               154 32 54.6
 LB2180:UTM  16      -  EARL AZ MK                               154 36 10.2
 LB2180
 LB2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6756304011(NAD 83)
 LB2180
 LB2180|---------------------------------------------------------------------|
 LB2180| PID    Reference Object                     Distance      Geod. Az  |
 LB2180|                                                           dddmmss.s |
 LB2180| CM3450 EARL RM 1                            28.060 METERS 08218     |
 LB2180| CM3449 EARL AZ MK                                         1542109.3 |
 LB2180| CM3451 EARL RM 2                            27.560 METERS 17538     |
 LB2180| LB2181 EARL PK ST JOHN BAP CH SW DOME      APPROX. 2.4 KM 2591345.3 |
 LB2180|---------------------------------------------------------------------|
 LB2180
 LB2180                          SUPERSEDED SURVEY CONTROL
 LB2180
 LB2180  NAD 83(1986)-  40 41 10.88522(N)    087 23 01.93089(W) AD(       ) 2
 LB2180  NAD 27      -  40 41 10.75160(N)    087 23 01.85400(W) AD(       ) 2
 LB2180
 LB2180.Superseded values are not recommended for survey control.
 LB2180
 LB2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2180.See file dsdata.pdf to determine how the superseded data were derived.
 LB2180
 LB2180_MARKER: DS = TRIANGULATION STATION DISK
 LB2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2180_STAMPING: EARL 1955
 LB2180_MARK LOGO: CGS
 LB2180_PROJECTION: FLUSH
 LB2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2180+STABILITY: SURFACE MOTION
 LB2180
 LB2180  HISTORY     - Date     Condition        Report By
 LB2180  HISTORY     - 1955     MONUMENTED       CGS
 LB2180
 LB2180                          STATION DESCRIPTION
 LB2180
 LB2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2180'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF FOWLER AND 2 MILES EAST
 LB2180'OF EARL PARK ON PROPERTY OF MR. L. G. LOWMAN.  IT IS 84 FEET NORTH
 LB2180'OF THE NORTHWEST CORNER OF A BARN, 35 FEET SOUTH OF THE CENTER OF A
 LB2180'GRAVEL ROAD, AND 25 FEET WEST OF THE CENTER OF A GRAVEL FARM
 LB2180'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED EARL 1955.
 LB2180'
 LB2180'REFERENCE MARK NO. 1 IS 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LB2180'A FRAME HOUSE, 48 FEET EAST OF A TELEPHONE POLE AND 25 FEET SOUTH OF
 LB2180'THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 LB2180'STAMPED EARL NO 1 1955.
 LB2180'
 LB2180'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE NORTHWEST CORNER OF A
 LB2180'BARN AND 2 FEET WEST OF THE WEST EDGE OF THE BARN.  THE MARK IS
 LB2180'FLUSH AND THE DISK IS STAMPED EARL NO 2 1955.
 LB2180'
 LB2180'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 81 FEET
 LB2180'SOUTH OF THE CENTER OF A GRAVEL FARM DRIVEWAY, 2 FEET SOUTH OF A
 LB2180'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 LB2180'ABOUT 2 INCHES AND THE DISK IS STAMPED EARL 1955.
 LB2180'
 LB2180'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 52,
 LB2180'ABOUT 4 MILES NORTHWEST OF FOWLER, GO EASTWARD FOR ABOUT 100 FEET TO
 LB2180'A PAVED ROAD NORTH, GO NORTH ON PAVED ROAD FOR 1.7 MILES TO THE
 LB2180'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED,
 LB2180'CONTINUE NORTH ON PAVED AND GRAVEL ROAD FOR 0.25 MILE TO A
 LB2180'CROSSROAD, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON
 LB2180'THE LEFT, SOUTH SIDE OF ROAD AS DESCRIBED.
 LB2180'
 LB2180'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2181 ***********************************************************************
 LB2181  DESIGNATION -  EARL PK ST JOHN BAP CH SW DOME
 LB2181  PID         -  LB2181
 LB2181  STATE/COUNTY-  IN/BENTON
 LB2181  COUNTRY     -  US
 LB2181  USGS QUAD   -  EARL PARK (2019)
 LB2181
 LB2181                         *CURRENT SURVEY CONTROL
 LB2181  ______________________________________________________________________
 LB2181* NAD 83(1997) POSITION- 40 40 56.55698(N) 087 24 40.73076(W)   ADJUSTED
 LB2181  ______________________________________________________________________
 LB2181  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 LB2181  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 LB2181  HORZ ORDER      -  THIRD
 LB2181
 LB2181.The horizontal coordinates were established by classical geodetic methods
 LB2181.and adjusted by the National Geodetic Survey in May 1999.
 LB2181
 LB2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2181.GEOID18 height accuracy estimate available here.
 LB2181
 LB2181.Click photographs - Photos may exist for this station.
 LB2181
 LB2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2181
 LB2181. The following values were computed from the NAD 83(1997) position.
 LB2181
 LB2181;                    North         East     Units Scale Factor Converg.
 LB2181;SPC IN W     -   603,338.794   872,274.136   MT  0.99997612   -0 12 49.7
 LB2181;SPC IN W     - 1,979,454.03  2,861,786.06   sFT  0.99997612   -0 12 49.7
 LB2181;UTM  16      - 4,503,580.190   465,242.284   MT  0.99961487   -0 16 05.2
 LB2181
 LB2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6524203580(NAD 83)
 LB2181
 LB2181                          SUPERSEDED SURVEY CONTROL
 LB2181
 LB2181  NAD 83(1986)-  40 40 56.56429(N)    087 24 40.73965(W) AD(       ) 3
 LB2181  NAD 27      -  40 40 56.43100(N)    087 24 40.66100(W) AD(       ) 3
 LB2181
 LB2181.Superseded values are not recommended for survey control.
 LB2181
 LB2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2181.See file dsdata.pdf to determine how the superseded data were derived.
 LB2181
 LB2181_MARKER: 91 = CHURCH CROSS
 LB2181
 LB2181  HISTORY     - Date     Condition        Report By
 LB2181  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2181
 LB2181                          STATION DESCRIPTION
 LB2181
 LB2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2181'STATION IS THE CROSS ON THE TOP OF THE SOUTHWEST DOME OF THE ST. JOHN
 LB2181'THE BAPTISTS ROMAN CATHOLIC CHURCH, LOCATED IN THE SOUTHEAST SECTION
 LB2181'OF THE SMALL VILLAGE OF EARL PARK AND JUST SOUTH OF THE PAROCHIAL
 LB2181'SCHOOL.  THE BUILDING IS A LARGE RED BRICK STRUCTURE FACING
 LB2181'NORTHWEST WITH SQUARE BRICK COLUMNS AT THE NORTHEAST AND SOUTHWEST
 LB2181'CORNERS.  AT THE TOP OF EACH CORNER THERE IS A SILVER PAINTED DOME
 LB2181'WITH A CROSS ON TOP.  OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 90
 LB2181'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2184 ***********************************************************************
 LB2184  DESIGNATION -  EARL PK ST JOHN BAP CH NE DOME
 LB2184  PID         -  LB2184
 LB2184  STATE/COUNTY-  IN/BENTON
 LB2184  COUNTRY     -  US
 LB2184  USGS QUAD   -  EARL PARK (2019)
 LB2184
 LB2184                         *CURRENT SURVEY CONTROL
 LB2184  ______________________________________________________________________
 LB2184* NAD 83(1997) POSITION- 40 40 56.99214(N) 087 24 40.73719(W)   ADJUSTED
 LB2184  ______________________________________________________________________
 LB2184  GEOID HEIGHT    -        -33.258 (meters)                     GEOID18
 LB2184  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 LB2184  HORZ ORDER      -  THIRD
 LB2184
 LB2184.The horizontal coordinates were established by classical geodetic methods
 LB2184.and adjusted by the National Geodetic Survey in May 1999.
 LB2184
 LB2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2184.GEOID18 height accuracy estimate available here.
 LB2184
 LB2184.Click photographs - Photos may exist for this station.
 LB2184
 LB2184.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2184
 LB2184. The following values were computed from the NAD 83(1997) position.
 LB2184
 LB2184;                    North         East     Units Scale Factor Converg.
 LB2184;SPC IN W     -   603,352.217   872,274.035   MT  0.99997612   -0 12 49.7
 LB2184;SPC IN W     - 1,979,498.07  2,861,785.73   sFT  0.99997612   -0 12 49.7
 LB2184;UTM  16      - 4,503,593.609   465,242.195   MT  0.99961487   -0 16 05.3
 LB2184
 LB2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6524203593(NAD 83)
 LB2184
 LB2184                          SUPERSEDED SURVEY CONTROL
 LB2184
 LB2184  NAD 83(1986)-  40 40 56.99994(N)    087 24 40.74671(W) AD(       ) 3
 LB2184  NAD 27      -  40 40 56.86600(N)    087 24 40.66600(W) AD(       ) 3
 LB2184
 LB2184.Superseded values are not recommended for survey control.
 LB2184
 LB2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2184.See file dsdata.pdf to determine how the superseded data were derived.
 LB2184
 LB2184_MARKER: 91 = CHURCH CROSS
 LB2184
 LB2184  HISTORY     - Date     Condition        Report By
 LB2184  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2184
 LB2184                          STATION DESCRIPTION
 LB2184
 LB2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LB2184'STATION IS THE CROSS ON THE TOP OF THE NORTHEAST DOME OF THE ST. JOHN
 LB2184'THE BAPTISTS ROMAN CATHOLIC CHURCH, LOCATED IN THE SOUTHEAST SECTION
 LB2184'OF THE SMALL VILLAGE OF EARL PARK AND JUST SOUTH OF THE PAROCHIAL
 LB2184'SCHOOL.  THE BUILDING IS A LARGE RED BRICK STRUCTURE FACING
 LB2184'NORTHWEST WITH SQUARE BRICK COLUMNS AT THE NORTHEAST AND SOUTHWEST
 LB2184'CORNERS.  AT THE TOP OF EACH CORNER THERE IS A SILVER PAINTED DOME
 LB2184'WITH A CROSS ON TOP.  OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 90
 LB2184'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1230 ***********************************************************************
 JZ1230  DESIGNATION -  EARLHAM
 JZ1230  PID         -  JZ1230
 JZ1230  STATE/COUNTY-  IN/WAYNE
 JZ1230  COUNTRY     -  US
 JZ1230  USGS QUAD   -  RICHMOND (2019)
 JZ1230
 JZ1230                         *CURRENT SURVEY CONTROL
 JZ1230  ______________________________________________________________________
 JZ1230* NAD 83(1986) POSITION- 39 49 25.5    (N) 084 54 48.6    (W)   HD_HELD2
 JZ1230* NAVD 88 ORTHO HEIGHT -   301.911 (meters)      990.52  (feet) ADJUSTED
 JZ1230  ______________________________________________________________________
 JZ1230  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 JZ1230  DYNAMIC HEIGHT  -        301.737 (meters)      989.95  (feet) COMP
 JZ1230  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 JZ1230
 JZ1230  VERT ORDER      -  SECOND    CLASS 0
 JZ1230
 JZ1230.The horizontal coordinates were established by autonomous hand held GPS
 JZ1230.observations and have an estimated accuracy of +/- 10 meters.
 JZ1230
 JZ1230.The orthometric height was determined by differential leveling and
 JZ1230.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1230.in June 1991.
 JZ1230
 JZ1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1230.GEOID18 height accuracy estimate available here.
 JZ1230
 JZ1230.Click photographs - Photos may exist for this station.
 JZ1230
 JZ1230.The dynamic height is computed by dividing the NAVD 88
 JZ1230.geopotential number by the normal gravity value computed on the
 JZ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1230.degrees latitude (g = 980.6199 gals.).
 JZ1230
 JZ1230.The modeled gravity was interpolated from observed gravity values.
 JZ1230
 JZ1230;                    North         East    Units  Estimated Accuracy
 JZ1230;SPC IN E     -   508,220.      164,479.      MT  (+/- 10 meters HH2 GPS)
 JZ1230
 JZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7856710278(NAD 83)
 JZ1230
 JZ1230                          SUPERSEDED SURVEY CONTROL
 JZ1230
 JZ1230  NGVD 29 (??/??/92)  302.060  (m)          991.01   (f) ADJ UNCH    2 0
 JZ1230
 JZ1230.Superseded values are not recommended for survey control.
 JZ1230
 JZ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1230.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1230
 JZ1230_MARKER: DB = BENCH MARK DISK
 JZ1230_SETTING: 80 = SET IN A BOULDER
 JZ1230_STAMPING: EARLHAM 1936
 JZ1230_MARK LOGO: CGS
 JZ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1230+STABILITY: SURFACE MOTION
 JZ1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1230+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 JZ1230
 JZ1230  HISTORY     - Date     Condition        Report By
 JZ1230  HISTORY     - 1936     MONUMENTED       CGS
 JZ1230  HISTORY     - 1942     GOOD             CGS
 JZ1230  HISTORY     - 20021128 GOOD             GEOCAC
 JZ1230  HISTORY     - 20050420 GOOD             GEOCAC
 JZ1230
 JZ1230                          STATION DESCRIPTION
 JZ1230
 JZ1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1230'1.8 MI W FROM RICHMOND.
 JZ1230'1.8 MILES WEST ALONG A ROAD FROM THE CITY HALL AT RICHMOND, WAYNE
 JZ1230'COUNTY, AT EARLHAM COLLEGE, 100 YARDS SOUTHEAST OF CARPENTER
 JZ1230'HALL, 75 YARDS SOUTHWEST OF THE LIBRARY BUILDING, 50 YARDS NORTH
 JZ1230'OF EARLHAM HALL, 18 FEET NORTHWEST OF THE WEST SIDE OF A DRIVE
 JZ1230'(REFERRED TO AS THE HEART), 13 FEET NORTH OF A 2-FOOT COTTONWOOD
 JZ1230'TREE, 2.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A WALK LEADING
 JZ1230'TO EARLHAM HALL, AND IN THE TOP OF THE NORTH END OF A 9- BY
 JZ1230'6-FOOT BOULDER KNOWN AS THE ROCK.  A STANDARD DISK, STAMPED
 JZ1230'EARLHAM 1936.
 JZ1230
 JZ1230                          STATION RECOVERY (2002)
 JZ1230
 JZ1230'RECOVERY NOTE BY GEOCACHING 2002 (WJR)
 JZ1230'LARGE  77  NOW CARVED IN EAST SIDE OF THE ROCK.  THE HEART IS NOW
 JZ1230'GRASS, NOT A DRIVE.  THE  LIBRARY BUILDING  IS NOW TYLER HALL (A NEW
 JZ1230'LIBRARY WAS BUILT TO THE WEST IN 1962).
 JZ1230
 JZ1230                          STATION RECOVERY (2005)
 JZ1230
 JZ1230'RECOVERY NOTE BY GEOCACHING 2005
 JZ1230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0509 ***********************************************************************
 HA0509  DESIGNATION -  EAST
 HA0509  PID         -  HA0509
 HA0509  STATE/COUNTY-  IN/PERRY
 HA0509  COUNTRY     -  US
 HA0509  USGS QUAD   -  ROME (2019)
 HA0509
 HA0509                         *CURRENT SURVEY CONTROL
 HA0509  ______________________________________________________________________
 HA0509* NAD 83(1997) POSITION- 37 56 20.10431(N) 086 37 06.29075(W)   ADJUSTED
 HA0509* NAVD 88 ORTHO HEIGHT -   210.262 (meters)      689.83  (feet) ADJUSTED
 HA0509  ______________________________________________________________________
 HA0509  GEOID HEIGHT    -        -32.235 (meters)                     GEOID18
 HA0509  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 HA0509  DYNAMIC HEIGHT  -        210.111 (meters)      689.34  (feet) COMP
 HA0509  MODELED GRAVITY -    979,909.0   (mgal)                       NAVD 88
 HA0509
 HA0509  HORZ ORDER      -  SECOND
 HA0509  VERT ORDER      -  FIRST     CLASS II
 HA0509
 HA0509.The horizontal coordinates were established by classical geodetic methods
 HA0509.and adjusted by the National Geodetic Survey in May 1999.
 HA0509
 HA0509.The orthometric height was determined by differential leveling and
 HA0509.adjusted by the NATIONAL GEODETIC SURVEY
 HA0509.in June 1991.
 HA0509
 HA0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0509.GEOID18 height accuracy estimate available here.
 HA0509
 HA0509.Click photographs - Photos may exist for this station.
 HA0509
 HA0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0509
 HA0509.The dynamic height is computed by dividing the NAVD 88
 HA0509.geopotential number by the normal gravity value computed on the
 HA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0509.degrees latitude (g = 980.6199 gals.).
 HA0509
 HA0509.The modeled gravity was interpolated from observed gravity values.
 HA0509
 HA0509. The following values were computed from the NAD 83(1997) position.
 HA0509
 HA0509;                    North         East     Units Scale Factor Converg.
 HA0509;SPC IN W     -   298,816.329   940,867.596   MT  0.99998723   +0 17 09.0
 HA0509;SPC IN W     -   980,366.57  3,086,829.77   sFT  0.99998723   +0 17 09.0
 HA0509;UTM  16      - 4,199,106.513   533,530.053   MT  0.99961385   +0 14 04.6
 HA0509
 HA0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0509!SPC IN W     -   0.99997207  x   0.99998723  =   0.99995930
 HA0509!UTM  16      -   0.99997207  x   0.99961385  =   0.99958593
 HA0509
 HA0509:                Primary Azimuth Mark                     Grid Az
 HA0509:SPC IN W     -  EAST AZ MK                               073 30 34.8
 HA0509:UTM  16      -  EAST AZ MK                               073 33 39.2
 HA0509
 HA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3353099106(NAD 83)
 HA0509
 HA0509|---------------------------------------------------------------------|
 HA0509| PID    Reference Object                     Distance      Geod. Az  |
 HA0509|                                                           dddmmss.s |
 HA0509| HA0508 EAST RM 1                            29.509 METERS 03632     |
 HA0509| HA0507 EAST AZ MK                                         0734743.8 |
 HA0509| HA0511 EAST RM 2                            34.177 METERS 27518     |
 HA0509| HA0510 TT 4 TDA                             15.579 METERS 32525     |
 HA0509|---------------------------------------------------------------------|
 HA0509
 HA0509                          SUPERSEDED SURVEY CONTROL
 HA0509
 HA0509  NAD 83(1993)-  37 56 20.10655(N)    086 37 06.29250(W) AD(       ) 2
 HA0509  NAD 83(1986)-  37 56 20.11359(N)    086 37 06.29698(W) AD(       ) 2
 HA0509  NAD 27      -  37 56 19.89900(N)    086 37 06.35700(W) AD(       ) 2
 HA0509  NGVD 29 (??/??/92)  210.367  (m)          690.18   (f) ADJ UNCH    1 2
 HA0509  NGVD 29             210.37   (m)          690.2    (f) LEVELING    3  
 HA0509
 HA0509.Superseded values are not recommended for survey control.
 HA0509
 HA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0509.See file dsdata.pdf to determine how the superseded data were derived.
 HA0509
 HA0509_MARKER: DS = TRIANGULATION STATION DISK
 HA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0509_STAMPING: EAST 1946
 HA0509_MARK LOGO: CGS
 HA0509_PROJECTION: RECESSED 36 CENTIMETERS
 HA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0509+STABILITY: SURFACE MOTION
 HA0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0509+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 HA0509
 HA0509  HISTORY     - Date     Condition        Report By
 HA0509  HISTORY     - 1946     MONUMENTED       CGS
 HA0509  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0509  HISTORY     - 1965     GOOD             CGS
 HA0509  HISTORY     - 20150206 GOOD             GEOCAC
 HA0509  HISTORY     - 20230822 GOOD             INDOT
 HA0509
 HA0509                          STATION DESCRIPTION
 HA0509
 HA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0509'THE STATION IS ABOUT 8 MILES EAST AND 2 MILES NORTH OF CANNELTON.  IT
 HA0509'IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 3, T 7 S, R 2 W, 32
 HA0509'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 66, AND 11.3 FEET SOUTH
 HA0509'OF THE WITNESS POST.  THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE
 HA0509'OF THE GROUND AND IS STAMPED EAST 1946.
 HA0509'
 HA0509'REFERENCE MARK NO. 1 IS 96.81 FEET NORTHEAST OF THE STATION, 20 FEET
 HA0509'NORTH OF THE CENTER OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A
 HA0509'POWERLINE POLE.  THE MARK IS STAMPED EAST NO. 1 1946.
 HA0509'
 HA0509'REFERENCE MARK NO. 2 IS 112.13 FEET ABOUT EAST OF THE STATION, 24
 HA0509'FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 1 FOOT SOUTH OF A
 HA0509'FENCE.  THE MARK IS STAMPED EAST NO. 2 1946.
 HA0509'
 HA0509'TT4 TDA (USGS) IS A BENCH MARK AND TRAVERSE STATION OF THE U. S.
 HA0509'GEOLOGICAL SURVEY, 51.11 FEET NORTHWEST OF THE STATION, 20 FEET NORTH
 HA0509'OF THE CENTER OF THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE CORNER.
 HA0509'THE MARK IS SET IN AN 8-INCH-BY-8-INCH CONCRETE POST AND IS STAMPED
 HA0509'USGS BM TT4 TDA ELV. 692 1945.
 HA0509'
 HA0509'THE AZIMUTH MARK IS 0.3 MILE ABOUT EAST OF THE STATION, 30 FEET SOUTH
 HA0509'OF THE CENTER OF THE HIGHWAY, 23 FEET EAST OF A 12-INCH TWIN
 HA0509'MAPLE.  THE MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED EAST 1946.
 HA0509'
 HA0509'TO REACH FROM THE SOUTHWESTERN OR RIVERSIDE END OF WASHINGTON STREET
 HA0509'IN CANNELTON, GO SOUTHEASTERLY AND GENERALLY EASTERLY ON STATE
 HA0509'HIGHWAY NO. 66 FOR 4.7 MILES TO ABOUT 50 METERS PAST A STEEL BRIDGE
 HA0509'AND TURN LEFT, THENCE CONTINUING ON NO. 66 NORTHERLY AND EASTERLY
 HA0509'4.2 MILES TO THE STATION ON THE RIGHT.
 HA0509
 HA0509                          STATION RECOVERY (1965)
 HA0509
 HA0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0509'THE STATION MARK, STAMPED EAST 1946, IS ABOUT 0.8 MILE NORTHWEST
 HA0509'ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT ROME, THENCE 5.5 MILES
 HA0509'WEST ALONG STATE HIGHWAY 66, IN SECTION 3, T 7 S, R 2 W, 31-1/2
 HA0509'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 112.1 FEET EAST
 HA0509'AND ACROSS THE HIGHWAY FROM R.M. 2, 96.8 FEET SOUTH-SOUTHWEST AND
 HA0509'ACROSS THE HIGHWAY FROM R.M. 1, 77 FEET WEST OF A TELEPHONE POLE,
 HA0509'2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 HA0509'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 HA0509'IS 12-INCHES BELOW THE SURFACE OF THE GROUND.
 HA0509'
 HA0509'R.M. 1, STAMPED EAST NO 1 1946, IS 96.8 FEET NORTH-NORTHEAST AND
 HA0509'ACROSS THE HIGHWAY FROM THE STATION, 2 FEET WEST OF A POWER POLE,
 HA0509'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, 19 FEET NORTHWEST OF
 HA0509'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0509'PROJECTING 6 INCHES.
 HA0509'
 HA0509'R.M. 2, STAMPED EAST NO 2 1946, IS 25 FEET NORTHWEST OF THE CENTER
 HA0509'LINE OF THE HIGHWAY, 112.1 FEET WEST AND ACROSS THE HIGHWAY FROM
 HA0509'THE STATION, 123 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE TO
 HA0509'THE CLARA FOSTER HOUSE, 26 FEET EAST OF A POWER POLE, 89 FEET
 HA0509'SOUTHWEST OF BENCH MARK TT 4 TDA (U.S.G.S.), ABOUT 2-1/2 FEET
 HA0509'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0509'PROJECTING 6 INCHES.
 HA0509'
 HA0509'THE AZIMUTH MARK, STAMPED EAST 1946, IS ABOUT 0.8 MILE NORTHWEST
 HA0509'ALONG A PAVED ROAD FROM THE SCHOOLHOUSE AT ROME, THENCE 5.2 MILES
 HA0509'WEST ALONG STATE HIGHWAY 66, 0.15 MILE SOUTHWEST OF THE ENTRANCE TO
 HA0509'DEER LAKE PICNIC GROUND, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 HA0509'THE HIGHWAY, 131 FEET NORTH-NORTHEAST OF A CULVERT, 48 FEET
 HA0509'NORTH-NORTHEAST OF A POWER POLE, 8 FEET NORTHEAST OF A 12-INCH
 HA0509'OAK TREE BEARING A WITNESS SHIELD, 20 FEET SOUTHWEST OF TWO
 HA0509'12-INCH MAPLE TREES, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HA0509'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0509
 HA0509                          STATION RECOVERY (1965)
 HA0509
 HA0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0509'6.3 MI W FROM ROME.
 HA0509'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0509'AT ROME, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 66, IN SECTION
 HA0509'3, T 7 S, R 2 W, 31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HA0509'HIGHWAY, 112.1 FEET EAST AND ACROSS THE HIGHWAY FROM EAST R.M.
 HA0509'2, 96.8 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM EAST
 HA0509'R.M. 1, 77 FEET WEST OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF
 HA0509'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HA0509'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS 12-INCHES
 HA0509'BELOW THE SURFACE OF THE GROUND.
 HA0509
 HA0509                          STATION RECOVERY (2015)
 HA0509
 HA0509'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0509'MARK FOUND IN GOOD CONDITION
 HA0509
 HA0509                          STATION RECOVERY (2023)
 HA0509
 HA0509'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3330 ***********************************************************************
 ME3330  DESIGNATION -  EAST 90
 ME3330  PID         -  ME3330
 ME3330  STATE/COUNTY-  IN/LAKE
 ME3330  COUNTRY     -  US
 ME3330  USGS QUAD   -  GARY (2019)
 ME3330
 ME3330                         *CURRENT SURVEY CONTROL
 ME3330  ______________________________________________________________________
 ME3330* NAD 83(2011) POSITION- 41 35 08.25747(N) 087 17 26.54126(W)   NO CHECK
 ME3330* NAD 83(2011) ELLIP HT-   151.076 (meters)        (06/27/12)   NO CHECK
 ME3330* NAD 83(2011) EPOCH   -  2010.00
 ME3330* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) GPS OBS
 ME3330  ______________________________________________________________________
 ME3330  NAVD 88 orthometric height was determined with geoid model    GEOID90
 ME3330  GEOID HEIGHT    -        -33.620 (meters)                     GEOID90
 ME3330  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME3330  NAD 83(2011) X  -    225,838.607 (meters)                     COMP
 ME3330  NAD 83(2011) Y  - -4,772,443.644 (meters)                     COMP
 ME3330  NAD 83(2011) Z  -  4,211,390.481 (meters)                     COMP
 ME3330  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 ME3330
 ME3330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3330  Standards:
 ME3330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3330  -------------------------------------------------------------------
 ME3330  NETWORK   42.62  28.62           9.06  21.02  14.60      0.32970359
 ME3330  -------------------------------------------------------------------
 ME3330  Click here for local accuracies and other accuracy information.
 ME3330
 ME3330.The horizontal coordinates were established by GPS observations
 ME3330.and adjusted by the National Geodetic Survey in June 2012.
 ME3330
 ME3330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3330.been affixed to the stable North American tectonic plate. See 
 ME3330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3330
 ME3330.The horizontal coordinates are valid at the epoch date displayed above
 ME3330.which is a decimal equivalence of Year/Month/Day.
 ME3330
 ME3330.No horizontal observational check was made to the station.
 ME3330
 ME3330.The orthometric height was determined by GPS observations and a
 ME3330.high-resolution geoid model.
 ME3330
 ME3330.No vertical observational check was made to the station.
 ME3330
 ME3330.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3330.GEOID18 height accuracy estimate available here.
 ME3330
 ME3330.Click photographs - Photos may exist for this station.
 ME3330
 ME3330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3330
 ME3330.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3330
 ME3330.The ellipsoidal height was determined by GPS observations
 ME3330.and is referenced to NAD 83.
 ME3330
 ME3330. The following values were computed from the NAD 83(2011) position.
 ME3330
 ME3330;                    North         East     Units Scale Factor Converg.
 ME3330;SPC IN W     -   703,616.291   882,708.583   MT  0.99997034   -0 08 15.5
 ME3330;SPC IN W     - 2,308,447.78  2,896,019.74   sFT  0.99997034   -0 08 15.5
 ME3330;UTM  16      - 4,603,811.340   475,768.854   MT  0.99960723   -0 11 34.6
 ME3330
 ME3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3330!SPC IN W     -   0.99997630  x   0.99997034  =   0.99994665
 ME3330!UTM  16      -   0.99997630  x   0.99960723  =   0.99958354
 ME3330
 ME3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7576803811(NAD 83)
 ME3330
 ME3330                          SUPERSEDED SURVEY CONTROL
 ME3330
 ME3330  NAD 83(2007)-  41 35 08.25757(N)    087 17 26.54228(W) AD(2002.00) 0
 ME3330  ELLIP H (02/10/07)  151.098  (m)                       GP(2002.00)    
 ME3330  NAD 83(1997)-  41 35 08.25779(N)    087 17 26.54221(W) AD(       ) 2
 ME3330  ELLIP H (05/25/99)  151.107  (m)                       GP(       ) 4 1
 ME3330  NAD 83(1994)-  41 35 08.26329(N)    087 17 26.54565(W) AD(       ) 2
 ME3330  NAD 83(1986)-  41 35 08.26331(N)    087 17 26.54568(W) AD(       ) 2
 ME3330
 ME3330.Superseded values are not recommended for survey control.
 ME3330
 ME3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3330.See file dsdata.pdf to determine how the superseded data were derived.
 ME3330
 ME3330_MARKER: DD = SURVEY DISK
 ME3330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME3330_SP_SET: SURROUNDED BY MASS OF CONCRETE
 ME3330_STAMPING: EAST 90 1991
 ME3330_MARK LOGO: NOS
 ME3330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ME3330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3330+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2022
 ME3330
 ME3330  HISTORY     - Date     Condition        Report By
 ME3330  HISTORY     - 1991     MONUMENTED       NOS
 ME3330  HISTORY     - 20061002 GOOD             INDIV
 ME3330  HISTORY     - 20201015 GOOD             IN-089
 ME3330  HISTORY     - 20220125 GOOD             LFA
 ME3330
 ME3330                          STATION DESCRIPTION
 ME3330
 ME3330'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3330'THE STATION IS LOCATED IN GARY, INDIANA, NORTH OF THE LITTLE CALUMET
 ME3330'RIVER, AND JUST SOUTH OF THE INDIANA EAST-WEST TOLL ROAD 90.
 ME3330'TO REACH THE STATION FROM THE TOLLGATE AT INTERCHANGE 17 OF INTERSTATE
 ME3330'90, WHICH IS AT THE WEST EDGE OF GARY, GO EAST ON I-90 FOR 0.90 MI
 ME3330'(1.45 KM) TO STATION ON THE RIGHT (SOUTH) AS DESCRIBED, JUST PAST
 ME3330'CURVE.
 ME3330'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED EAST 90 1991
 ME3330'ATTACHED TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN IN THE
 ME3330'GROUND AND SURROUNDED BY A MASS OF CONCRETE, AND IS FLUSH WITH THE
 ME3330'GROUND. THE STATION IS IN THE RIGHT-OF-WAY 0.35 MI (0.56 KM) EAST OF
 ME3330'THE OVERPASS FOR EAST 15TH AVENUE, 0.18 MI (0.29 KM) EAST OF WHERE
 ME3330'THE CURVE STRAIGHTENS OUT FOR EAST 90, 19.38 M (63.58 FT) SOUTH OF
 ME3330'THE SOUTH EDGE OF EAST HWY 90, 16.5 M (54.13 FT) NORTH OF THE
 ME3330'CENTERLINE OF THE SERVICE ROAD, AND 7.04 M (23.10 FT) NORTH OF A WIRE
 ME3330'FENCE AND WITNESS POST.
 ME3330'DESCRIBED BY ALG
 ME3330
 ME3330                          STATION RECOVERY (2006)
 ME3330
 ME3330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MRH)
 ME3330'THE PREVIOUS DESCRIPTION MENTIONS A MASS OF CONCRETE SURROUNDING THE
 ME3330'ALUMINUM ROD.  NO CONCRETE WAS VISIBLE AND THE STATION WAS SLIGHTLY
 ME3330'BELOW GROUND, NOT FLUSH AS MENTIONED IN THE PREVIOUS DESCRIPTION.
 ME3330'
 ME3330'THE MARK MAY HAVE BEEN DISTURBED.  IT APPEARS TO BE LEANING SLIGHTLY
 ME3330'AND THE STATE PLANE COORDINATES OBTAINED FROM OPUS DIFFER BY 0.055 M
 ME3330'IN THE NORTHING, AND 0.150 M IN THE EASTING.  THE ELLIPSOID HEIGHT
 ME3330'DIFFERS BY 0.295 M.
 ME3330'
 ME3330'STATION DESCRIPTION IS OK, EXCEPT DISTANCE FROM 15TH AVE. BRIDGE
 ME3330'SHOULD BE 0.6 MI. NOT 0.35 MI.  WITNESS POST IS STILL IN PLACE, WIRE
 ME3330'FENCE HAS BEEN REPLACED, BUT APPEARS TO BE IN THE SAME SPOT.
 ME3330
 ME3330                          STATION RECOVERY (2020)
 ME3330
 ME3330'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME3330'RECOVERED IN GOOD CONDITION.
 ME3330
 ME3330                          STATION RECOVERY (2022)
 ME3330
 ME3330'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2022 (SW)
 ME3330'STATE PLANE COORDINATES COORDINATES OBTAINED FROM OPUS DIFFER BY 0.6
 ME3330'FT (18 CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0507 ***********************************************************************
 HA0507  DESIGNATION -  EAST AZ MK
 HA0507  PID         -  HA0507
 HA0507  STATE/COUNTY-  IN/PERRY
 HA0507  COUNTRY     -  US
 HA0507  USGS QUAD   -  ROME (2019)
 HA0507
 HA0507                         *CURRENT SURVEY CONTROL
 HA0507  ______________________________________________________________________
 HA0507* NAD 83(1986) POSITION- 37 56 24.     (N) 086 36 48.     (W)   SCALED
 HA0507* NAVD 88 ORTHO HEIGHT -   209.656 (meters)      687.85  (feet) ADJUSTED
 HA0507  ______________________________________________________________________
 HA0507  GEOID HEIGHT    -        -32.248 (meters)                     GEOID18
 HA0507  DYNAMIC HEIGHT  -        209.506 (meters)      687.35  (feet) COMP
 HA0507  MODELED GRAVITY -    979,906.4   (mgal)                       NAVD 88
 HA0507
 HA0507  VERT ORDER      -  FIRST     CLASS II
 HA0507
 HA0507.The horizontal coordinates were scaled from a map and have
 HA0507.an estimated accuracy of +/- 6 seconds.
 HA0507
 HA0507.The orthometric height was determined by differential leveling and
 HA0507.adjusted by the NATIONAL GEODETIC SURVEY
 HA0507.in June 1991.
 HA0507
 HA0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0507.GEOID18 height accuracy estimate available here.
 HA0507
 HA0507.Click photographs - Photos may exist for this station.
 HA0507
 HA0507.The dynamic height is computed by dividing the NAVD 88
 HA0507.geopotential number by the normal gravity value computed on the
 HA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0507.degrees latitude (g = 980.6199 gals.).
 HA0507
 HA0507.The modeled gravity was interpolated from observed gravity values.
 HA0507
 HA0507;                    North         East    Units  Estimated Accuracy
 HA0507;SPC IN W     -   298,940.      941,310.      MT  (+/- 180 meters Scaled)
 HA0507
 HA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG339992(NAD 83)
 HA0507
 HA0507                          SUPERSEDED SURVEY CONTROL
 HA0507
 HA0507  NGVD 29 (??/??/92)  209.761  (m)          688.19   (f) ADJ UNCH    1 2
 HA0507
 HA0507.Superseded values are not recommended for survey control.
 HA0507
 HA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0507.See file dsdata.pdf to determine how the superseded data were derived.
 HA0507
 HA0507_MARKER: DZ = AZIMUTH MARK DISK
 HA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0507_STAMPING: EAST 1946
 HA0507_MARK LOGO: CGS
 HA0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0507+STABILITY: SURFACE MOTION
 HA0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0507+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 HA0507
 HA0507  HISTORY     - Date     Condition        Report By
 HA0507  HISTORY     - 1946     MONUMENTED       CGS
 HA0507  HISTORY     - 1965     GOOD             CGS
 HA0507  HISTORY     - 20150206 GOOD             GEOCAC
 HA0507  HISTORY     - 20230822 GOOD             INDOT
 HA0507
 HA0507                          STATION DESCRIPTION
 HA0507
 HA0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0507'6 MI W FROM ROME.
 HA0507'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0507'AT ROME, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY 66, 0.15
 HA0507'MILE SOUTH WEST OF THE ENTRANCE TO DEER LAKE PICNIC GROUND, 30
 HA0507'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET
 HA0507'NORTH-NORTHEAST OF A CULVERT, 48 FEET NORTH-NORTHEAST OF A POWER
 HA0507'POLE, 8 FEET NORTHEAST OF A 12-INCH OAK TREE BEARING A WITNESS
 HA0507'SHIELD, 20 FEET SOUTHWEST OF TWO 12-INCH MAPLE TREES, ABOUT 8
 HA0507'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HA0507'CONCRETE POST PROJECTING 5 INCHES.
 HA0507
 HA0507                          STATION RECOVERY (2015)
 HA0507
 HA0507'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0507'MARK FOUND IN GOOD CONDITION
 HA0507
 HA0507                          STATION RECOVERY (2023)
 HA0507
 HA0507'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0926 ***********************************************************************
 ME0926  DESIGNATION -  EAST CHICAGO
 ME0926  PID         -  ME0926
 ME0926  STATE/COUNTY-  IN/LAKE
 ME0926  COUNTRY     -  US
 ME0926  USGS QUAD   -  WHITING (2019)
 ME0926
 ME0926                         *CURRENT SURVEY CONTROL
 ME0926  ______________________________________________________________________
 ME0926* NAD 83(1986) POSITION- 41 37 54.     (N) 087 28 49.     (W)   SCALED
 ME0926* NAVD 88 ORTHO HEIGHT -   178.635 (meters)      586.07  (feet) ADJUSTED
 ME0926  ______________________________________________________________________
 ME0926  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 ME0926  DYNAMIC HEIGHT  -        178.570 (meters)      585.86  (feet) COMP
 ME0926  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 ME0926
 ME0926  VERT ORDER      -  FIRST     CLASS II
 ME0926
 ME0926.The horizontal coordinates were scaled from a map and have
 ME0926.an estimated accuracy of +/- 6 seconds.
 ME0926
 ME0926.The orthometric height was determined by differential leveling and
 ME0926.adjusted by the NATIONAL GEODETIC SURVEY
 ME0926.in June 1991.
 ME0926
 ME0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0926.GEOID18 height accuracy estimate available here.
 ME0926
 ME0926.Click photographs - Photos may exist for this station.
 ME0926
 ME0926.The dynamic height is computed by dividing the NAVD 88
 ME0926.geopotential number by the normal gravity value computed on the
 ME0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0926.degrees latitude (g = 980.6199 gals.).
 ME0926
 ME0926.The modeled gravity was interpolated from observed gravity values.
 ME0926
 ME0926;                    North         East    Units  Estimated Accuracy
 ME0926;SPC IN W     -   708,790.      866,930.      MT  (+/- 180 meters Scaled)
 ME0926
 ME0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM599089(NAD 83)
 ME0926
 ME0926                          SUPERSEDED SURVEY CONTROL
 ME0926
 ME0926  NGVD 29 (??/??/92)  178.744  (m)          586.43   (f) ADJ UNCH    1 2
 ME0926
 ME0926.Superseded values are not recommended for survey control.
 ME0926
 ME0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0926.See file dsdata.pdf to determine how the superseded data were derived.
 ME0926
 ME0926_MARKER: DB = BENCH MARK DISK
 ME0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0926_SP_SET: FLAGPOLE CONCRETE BASE
 ME0926_STAMPING: EAST CHICAGO 1934
 ME0926_MARK LOGO: CGS
 ME0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0926+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 ME0926
 ME0926  HISTORY     - Date     Condition        Report By
 ME0926  HISTORY     - 1934     MONUMENTED       CGS
 ME0926  HISTORY     - 1947     GOOD             CGS
 ME0926  HISTORY     - 20200811 GOOD             IN-089
 ME0926
 ME0926                          STATION DESCRIPTION
 ME0926
 ME0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0926'AT EAST CHICAGO.
 ME0926'AT THE CITY HALL, 42 YARDS NORTH OF THE BUILDING, 28 YARDS
 ME0926'EAST OF THE CENTERLINE OF INDIANAPOLIS BOULEVARD, AT THE FLAGPOLE,
 ME0926'AND IN THE TOP OF THE CONCRETE BASE.  NOTE-- THE DISK HAS BEEN
 ME0926'PAINTED OVER AND THE STAMPING IS BARELY LEGIBLE.
 ME0926
 ME0926                          STATION RECOVERY (2020)
 ME0926
 ME0926'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2491 ***********************************************************************
 ME2491  DESIGNATION -  EAST GARY MUNICIPAL TANK
 ME2491  PID         -  ME2491
 ME2491  STATE/COUNTY-  IN/LAKE
 ME2491  COUNTRY     -  US
 ME2491  USGS QUAD   -  GARY (2019)
 ME2491
 ME2491                         *CURRENT SURVEY CONTROL
 ME2491  ______________________________________________________________________
 ME2491* NAD 83(1997) POSITION- 41 34 06.03046(N) 087 15 15.13095(W)   ADJUSTED
 ME2491  ______________________________________________________________________
 ME2491  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 ME2491  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 ME2491  HORZ ORDER      -  THIRD
 ME2491
 ME2491.The horizontal coordinates were established by classical geodetic methods
 ME2491.and adjusted by the National Geodetic Survey in May 1999.
 ME2491
 ME2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2491.GEOID18 height accuracy estimate available here.
 ME2491
 ME2491.Click photographs - Photos may exist for this station.
 ME2491
 ME2491.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2491
 ME2491. The following values were computed from the NAD 83(1997) position.
 ME2491
 ME2491;                    North         East     Units Scale Factor Converg.
 ME2491;SPC IN W     -   701,689.894   885,748.516   MT  0.99996917   -0 06 48.1
 ME2491;SPC IN W     - 2,302,127.59  2,905,993.26   sFT  0.99996917   -0 06 48.1
 ME2491;UTM  16      - 4,601,882.712   478,805.822   MT  0.99960553   -0 10 07.2
 ME2491
 ME2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7880501882(NAD 83)
 ME2491
 ME2491                          SUPERSEDED SURVEY CONTROL
 ME2491
 ME2491  NAD 83(1994)-  41 34 06.03629(N)    087 15 15.13641(W) AD(       ) 3
 ME2491  NAD 83(1986)-  41 34 06.03629(N)    087 15 15.13625(W) AD(       ) 3
 ME2491  NAD 27      -  41 34 05.90900(N)    087 15 15.01100(W) AD(       ) 3
 ME2491
 ME2491.Superseded values are not recommended for survey control.
 ME2491
 ME2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2491.See file dsdata.pdf to determine how the superseded data were derived.
 ME2491
 ME2491_MARKER: 53 = ELEVATED TANK
 ME2491
 ME2491  HISTORY     - Date     Condition        Report By
 ME2491  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2491
 ME2491                          STATION DESCRIPTION
 ME2491
 ME2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2491'STATION IS LOCATED IN THE NORTH SECTION OF EAST GARY, ABOUT 75
 ME2491'FEET NORTH OF
 ME2491'LAWRENCE STREET AND 75 FEET WEST OF RIVERSIDE DRIVE.  IT IS A 4
 ME2491'LEGGED STEEL STRUCTURE ABOUT 125
 ME2491'FEET HIGH WITH A STEEL WATER TANK ATOP.  THE TANK AND LEGS
 ME2491'ARE PAINTED SILVER.  THE POINT OBSERVED WAS
 ME2491'A RED LIGHT AT THE CENTER OF THE TOP OF THE
 ME2491'TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0508 ***********************************************************************
 HA0508  DESIGNATION -  EAST RM 1
 HA0508  PID         -  HA0508
 HA0508  STATE/COUNTY-  IN/PERRY
 HA0508  COUNTRY     -  US
 HA0508  USGS QUAD   -  ROME (2019)
 HA0508
 HA0508                         *CURRENT SURVEY CONTROL
 HA0508  ______________________________________________________________________
 HA0508* NAD 83(1986) POSITION- 37 56 20.87   (N) 086 37 05.57   (W)   HD_HELD1
 HA0508* NAVD 88 ORTHO HEIGHT -   211.440 (meters)      693.70  (feet) ADJUSTED
 HA0508  ______________________________________________________________________
 HA0508  GEOID HEIGHT    -        -32.236 (meters)                     GEOID18
 HA0508  DYNAMIC HEIGHT  -        211.289 (meters)      693.20  (feet) COMP
 HA0508  MODELED GRAVITY -    979,909.2   (mgal)                       NAVD 88
 HA0508
 HA0508  VERT ORDER      -  FIRST     CLASS II
 HA0508
 HA0508.The horizontal coordinates were determined by differentially corrected
 HA0508.hand held GPS observations or other comparable positioning techniques
 HA0508.and have an estimated accuracy of +/- 3 meters.
 HA0508
 HA0508.The orthometric height was determined by differential leveling and
 HA0508.adjusted by the NATIONAL GEODETIC SURVEY
 HA0508.in June 1991.
 HA0508
 HA0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0508.GEOID18 height accuracy estimate available here.
 HA0508
 HA0508.Click photographs - Photos may exist for this station.
 HA0508
 HA0508.The dynamic height is computed by dividing the NAVD 88
 HA0508.geopotential number by the normal gravity value computed on the
 HA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0508.degrees latitude (g = 980.6199 gals.).
 HA0508
 HA0508.The modeled gravity was interpolated from observed gravity values.
 HA0508
 HA0508;                    North         East    Units  Estimated Accuracy
 HA0508;SPC IN W     -   298,840.0     940,885.1     MT  (+/- 3 meters HH1 GPS) 
 HA0508
 HA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3354799130(NAD 83)
 HA0508
 HA0508                          SUPERSEDED SURVEY CONTROL
 HA0508
 HA0508  NGVD 29 (??/??/92)  211.545  (m)          694.04   (f) ADJ UNCH    1 2
 HA0508
 HA0508.Superseded values are not recommended for survey control.
 HA0508
 HA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0508.See file dsdata.pdf to determine how the superseded data were derived.
 HA0508
 HA0508_MARKER: DR = REFERENCE MARK DISK
 HA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0508_STAMPING: EAST NO 1 1946
 HA0508_MARK LOGO: CGS
 HA0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0508+STABILITY: SURFACE MOTION
 HA0508
 HA0508  HISTORY     - Date     Condition        Report By
 HA0508  HISTORY     - 1946     MONUMENTED       CGS
 HA0508  HISTORY     - 1965     GOOD             CGS
 HA0508  HISTORY     - 20150206 GOOD             GEOCAC
 HA0508
 HA0508                          STATION DESCRIPTION
 HA0508
 HA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0508'6.3 MI W FROM ROME.
 HA0508'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0508'AT ROME, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 66, IN SECTION
 HA0508'3, T 7 S, R 2 W, 19 FEET NORTHWEST OF THE CENTER LINE OF THE
 HA0508'HIGHWAY, 96.8 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM
 HA0508'EAST 1946, 2 FEET WEST OF A POWER POLE, ABOUT 3 FEET ABOVE THE
 HA0508'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HA0508'PROJECTING 6 INCHES.
 HA0508
 HA0508                          STATION RECOVERY (2015)
 HA0508
 HA0508'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA0508'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0511 ***********************************************************************
 HA0511  DESIGNATION -  EAST RM 2
 HA0511  PID         -  HA0511
 HA0511  STATE/COUNTY-  IN/PERRY
 HA0511  COUNTRY     -  US
 HA0511  USGS QUAD   -  ROME (2019)
 HA0511
 HA0511                         *CURRENT SURVEY CONTROL
 HA0511  ______________________________________________________________________
 HA0511* NAD 83(1986) POSITION- 37 56 20.21   (N) 086 37 07.68   (W)   HD_HELD1
 HA0511* NAVD 88 ORTHO HEIGHT -   211.038 (meters)      692.38  (feet) ADJUSTED
 HA0511  ______________________________________________________________________
 HA0511  GEOID HEIGHT    -        -32.234 (meters)                     GEOID18
 HA0511  DYNAMIC HEIGHT  -        210.887 (meters)      691.89  (feet) COMP
 HA0511  MODELED GRAVITY -    979,909.1   (mgal)                       NAVD 88
 HA0511
 HA0511  VERT ORDER      -  FIRST     CLASS II
 HA0511
 HA0511.The horizontal coordinates were determined by differentially corrected
 HA0511.hand held GPS observations or other comparable positioning techniques
 HA0511.and have an estimated accuracy of +/- 3 meters.
 HA0511
 HA0511.The orthometric height was determined by differential leveling and
 HA0511.adjusted by the NATIONAL GEODETIC SURVEY
 HA0511.in June 1991.
 HA0511
 HA0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0511.GEOID18 height accuracy estimate available here.
 HA0511
 HA0511.Click photographs - Photos may exist for this station.
 HA0511
 HA0511.The dynamic height is computed by dividing the NAVD 88
 HA0511.geopotential number by the normal gravity value computed on the
 HA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0511.degrees latitude (g = 980.6199 gals.).
 HA0511
 HA0511.The modeled gravity was interpolated from observed gravity values.
 HA0511
 HA0511;                    North         East    Units  Estimated Accuracy
 HA0511;SPC IN W     -   298,819.4     940,833.7     MT  (+/- 3 meters HH1 GPS) 
 HA0511
 HA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3349699109(NAD 83)
 HA0511
 HA0511                          SUPERSEDED SURVEY CONTROL
 HA0511
 HA0511  NGVD 29 (??/??/92)  211.143  (m)          692.73   (f) ADJ UNCH    1 2
 HA0511
 HA0511.Superseded values are not recommended for survey control.
 HA0511
 HA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0511.See file dsdata.pdf to determine how the superseded data were derived.
 HA0511
 HA0511_MARKER: DR = REFERENCE MARK DISK
 HA0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0511_STAMPING: EAST NO 2 1946
 HA0511_MARK LOGO: CGS
 HA0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0511+STABILITY: SURFACE MOTION
 HA0511
 HA0511  HISTORY     - Date     Condition        Report By
 HA0511  HISTORY     - 1946     MONUMENTED       CGS
 HA0511  HISTORY     - 1965     GOOD             CGS
 HA0511  HISTORY     - 20170318 GOOD             GEOCAC
 HA0511
 HA0511                          STATION DESCRIPTION
 HA0511
 HA0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0511'6.3 MI W FROM ROME.
 HA0511'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0511'AT ROME, THENCE 5.5 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 66,
 HA0511'25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 123 FEET
 HA0511'NORTHEAST OF A POWER POLE, 112.1 FEET WEST AND ACROSS THE
 HA0511'HIGHWAY FROM EAST 1946, 89 FEET SOUTHWEST OF TT TDA (U.S.G.S.),
 HA0511'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 HA0511'OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0511
 HA0511                          STATION RECOVERY (2017)
 HA0511
 HA0511'RECOVERY NOTE BY GEOCACHING 2017 (AYE)
 HA0511'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2201 ***********************************************************************
 ME2201  DESIGNATION -  EBY
 ME2201  PID         -  ME2201
 ME2201  STATE/COUNTY-  IN/ST JOSEPH
 ME2201  COUNTRY     -  US
 ME2201  USGS QUAD   -  WAKARUSA (2019)
 ME2201
 ME2201                         *CURRENT SURVEY CONTROL
 ME2201  ______________________________________________________________________
 ME2201* NAD 83(1997) POSITION- 41 36 47.43078(N) 086 04 47.12393(W)   ADJUSTED
 ME2201* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 ME2201  ______________________________________________________________________
 ME2201  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME2201  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 ME2201  HORZ ORDER      -  SECOND
 ME2201
 ME2201.The horizontal coordinates were established by classical geodetic methods
 ME2201.and adjusted by the National Geodetic Survey in May 1999.
 ME2201
 ME2201.The orthometric height was scaled from a topographic map.
 ME2201
 ME2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2201.GEOID18 height accuracy estimate available here.
 ME2201
 ME2201.Click photographs - Photos may exist for this station.
 ME2201
 ME2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2201
 ME2201. The following values were computed from the NAD 83(1997) position.
 ME2201
 ME2201;                    North         East     Units Scale Factor Converg.
 ME2201;SPC IN E     -   706,737.494    65,569.798   MT  0.99998125   -0 16 27.6
 ME2201;SPC IN E     - 2,318,687.93    215,123.58   sFT  0.99998125   -0 16 27.6
 ME2201;UTM  16      - 4,607,237.887   576,672.585   MT  0.99967234   +0 36 40.2
 ME2201
 ME2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2201!SPC IN E     -   0.99996580  x   0.99998125  =   0.99994705
 ME2201!UTM  16      -   0.99996580  x   0.99967234  =   0.99963815
 ME2201
 ME2201:                Primary Azimuth Mark                     Grid Az
 ME2201:SPC IN E     -  EBY AZ MK                                359 24 19.9
 ME2201:UTM  16      -  EBY AZ MK                                358 31 12.1
 ME2201
 ME2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7667207237(NAD 83)
 ME2201
 ME2201|---------------------------------------------------------------------|
 ME2201| PID    Reference Object                     Distance      Geod. Az  |
 ME2201|                                                           dddmmss.s |
 ME2201| CM3461 EBY RM 2                             21.049 METERS 23927     |
 ME2201| ME2218 MISHAWAKA BALL BAND CO PWR STK      APPROX.10.1 KM 3041251.6 |
 ME2201| CM3460 EBY RM 1                             22.306 METERS 34647     |
 ME2201| CM3459 EBY AZ MK                                          3590752.3 |
 ME2201|---------------------------------------------------------------------|
 ME2201
 ME2201                          SUPERSEDED SURVEY CONTROL
 ME2201
 ME2201  NAD 83(1994)-  41 36 47.43177(N)    086 04 47.13250(W) AD(       ) 2
 ME2201  NAD 83(1986)-  41 36 47.43260(N)    086 04 47.13343(W) AD(       ) 2
 ME2201  NAD 27      -  41 36 47.25590(N)    086 04 47.13980(W) AD(       ) 2
 ME2201
 ME2201.Superseded values are not recommended for survey control.
 ME2201
 ME2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2201.See file dsdata.pdf to determine how the superseded data were derived.
 ME2201
 ME2201_MARKER: DS = TRIANGULATION STATION DISK
 ME2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2201_STAMPING: EBY 1952
 ME2201_MARK LOGO: CGS
 ME2201_PROJECTION: RECESSED 30 CENTIMETERS
 ME2201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2201+STABILITY: SURFACE MOTION
 ME2201
 ME2201  HISTORY     - Date     Condition        Report By
 ME2201  HISTORY     - 1952     MONUMENTED       CGS
 ME2201  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME2201  HISTORY     - 19840913 GOOD             NGS
 ME2201  HISTORY     - 19950725 GOOD             USPSQD
 ME2201  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME2201
 ME2201                          STATION DESCRIPTION
 ME2201
 ME2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2201'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MISHAWAKA AND ABOUT 3
 ME2201'1/2 MILES SOUTH OF OSCEOLA ON PROPERTY OWNED BY J.W.EBY.
 ME2201'
 ME2201'IT IS 42 FEET NORTH OF THE CENTER OF A WOODS ROAD, 38 FEET EAST OF THE
 ME2201'CENTER OF BEECH ROAD, 22 FEET NORTHEAST OF AN 8 INCH CEDAR TREE AND 17
 ME2201'FEET EAST OF A NORTH-SOUTH FENCELINE AND A WHITE WITNESS POST.  THE
 ME2201'MARK IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED EBY 1952.
 ME2201'
 ME2201'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF BEECH ROAD AND 1
 ME2201'FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 ME2201'THE DISK IS STAMPED EBY NO 1 1952.
 ME2201'
 ME2201'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF BEECH ROAD AND 1
 ME2201'FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 ME2201'THE DISK IS STAMPED EBY NO 2 1952.
 ME2201'
 ME2201'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 23 FEET
 ME2201'EAST OF THE CENTER OF BEECH ROAD, 12 FEET NORTHEAST OF A POWERLINE
 ME2201'POLE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2201'AND THE DISK IS STAMPED EBY 1952.
 ME2201'
 ME2201'TO REACH THE STATION FROM THE INTERSECTION OF DRAGOON TRAIL AND BREMEN
 ME2201'HIGHWAY (STATE HIGHWAY 331)  WHICH IS IN THE SOUTH EDGE OF MISHAWAKA,
 ME2201'GO EAST ON DRAGOON TRAIL FOR 5.2 MILES TO THE INTERSECTION OF BEECH
 ME2201'ROAD, TURN RIGHT ON BEECH ROAD AND GO SOUTH FOR 0.7 MILE TO THE
 ME2201'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.35 MILE TO THE STATION ON THE
 ME2201'LEFT AS DESCRIBED.
 ME2201'
 ME2201'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2201
 ME2201                          STATION RECOVERY (1984)
 ME2201
 ME2201'RECOVERY NOTE BY US POWER SQUADRON 1984 (GEB)
 ME2201'STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE SEARCHED FOR BUT
 ME2201'NOT RECOVERED.  EBY 1952 AZ MK FOUND GOOD.
 ME2201'
 ME2201'AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF EBYS DRIVEWAY, 25 FEET
 ME2201'EAST OF THE CENTER OF BEECH ROAD, AND 12 FEET NORTHEAST OF A POWER
 ME2201'POLE.  MARK IS HIGHLY VISIBLE.  THE WHITE WITNESS POST IS MISSING.
 ME2201'MARK IS FLUSH AND MARKED EBY 1952.
 ME2201'
 ME2201'TO REACH AZIMUTH MARK FROM INTERSECTION OF DRAGOON TRAIL AND STATE
 ME2201'HIGHWAY 331, GO EAST ON DRAGOON TRAIL FOR 5.2 MILES TO BEECH ROAD,
 ME2201'TURN RIGHT ON BEECH ROAD AND GO SOUTH FOR 0.7 MILE TO THE AZIMUTH MARK
 ME2201'ON THE LEFT.
 ME2201
 ME2201                          STATION RECOVERY (1984)
 ME2201
 ME2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME2201'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WAS RECOVERED
 ME2201'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS FOUND LAYING
 ME2201'ATOP THE GROUND AND THE DISK BROKEN OFF.  THE AZIMUTH MARK IS NOW
 ME2201'BLOCKED FROM THE STATION BY SOME TREES ON LINE.  NO NEW AZIMUTH MARK
 ME2201'WAS ESTABLISHED.  A NEW REFERENCE MARK 3 WAS SET AT THE TIME.  THE
 ME2201'STATION CAN STILL BE REACH BY THE OLD DESCRIPTION BUT A NEW TO REACH
 ME2201'IS AS FOLLOWS.
 ME2201'
 ME2201'THE STATION IS LOCATED ABOUT 6.0 MILES (9.7 KM) SOUTHEAST OF
 ME2201'MISHAWAKA, AND 3 1/2 MILES SOUTH OF OSCEOLA ON PROPERTY OF MR J.W EBY.
 ME2201'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 33 AND BEECH
 ME2201'ROAD IN OSCEOLA, INDIANA GO SOUTH ON BEECH ROAD FOR 3.15 MILES
 ME2201'(5.07 KM) TO THE RESIDENCE OF MR EBY AND THE AZIMUTH MARK IN THE
 ME2201'SOUTHWEST CORNER OF YARD AS DESCRIBED.  CONTINUE SOUTH ON BEECH ROAD
 ME2201'FOR 0.35 MILE (0.56 KM) TO A GRAVEL SIDE ROAD LEFT AND THE STATION IN
 ME2201'THE NORTHEAST QUADRANT OF THIS INTERSECTION AS DESCRIBED.
 ME2201'
 ME2201'THE STATION IS A STANDARD NGS DISK STAMPED,---EBY 1952---, SET INTO
 ME2201'THE TOP OF A SQUARE CONCRETE MONUMENT, 16 INCHES, 40 CM IN DIAMETER,
 ME2201'RECESSED, 12 INCHES, 30 CM BELOW THE GROUND.  THE STATION IS LOCATED
 ME2201'12.802 METERS (42.001 FT) NORTH FROM THE CENTERLINE OF THE GRAVEL
 ME2201'ROAD, 11.582 METERS (37.999 FT) EAST FROM THE CENTERLINE OF BEECH
 ME2201'ROAD, 6.706 METERS (22.001 FT) NORTHEAST FROM A 14 INCH CEDAR TREE,
 ME2201'4.267 METERS (13.999 FT) EAST FROM A WITNESS POST SET AT RM 2, AND
 ME2201'0.762 METERS (2.500 FT) NORTH FROM A WITNESS POST.
 ME2201'
 ME2201'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,
 ME2201'---EBY NO 1 1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 ME2201'12 INCHES (30 CM IN) DIAMETER, PROJECTING, 2 INCHES (6 CM) ABOVE THE
 ME2201'GROUND.  THE STATION IS LOCATED 33.528 METERS (110.000 FT) NORTH FROM
 ME2201'THE CENTERLINE OF THE GRAVEL ROAD, 7.315 METERS (23.999 FT) EAST FROM
 ME2201'THE CENTERLINE OF BEECH ROAD AND 0.305 METERS (1.001 FT) WEST FROM A
 ME2201'WITNESS POST, AND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.
 ME2201'
 ME2201'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME2201'---EBY 1952 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2201'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2201'STATION IS LOCATED 12.192 METERS (40.000 FT) NORTH FROM THE CENTERLINE
 ME2201'OF THE GRAVEL ROAD, 6.706 METERS (22.001 FT) NORTH FROM A UTILITY
 ME2201'POLE, 6.401 METERS (21.001 FT) NORTHWEST FROM THE 14TH INCH CEDAR
 ME2201'TREE, 6.706 METERS (22.001 FT) EAST FROM THE CENTERLINE OF BEECH ROAD
 ME2201'AND 0.305 METERS (1.001 FT) WEST FROM A WITNESS POST, AND 0.2 METERS
 ME2201'(0.7 FT) HIGHER THAN THE STATION.
 ME2201'
 ME2201'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED,---EBY 1952---, SET
 ME2201'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN
 ME2201'DIAMETER, PROJECTING, 2 INCHES, 6 CM ABOVE THE GROUND.  THE STATION IS
 ME2201'LOCATED 9.754 METERS (32.001 FT) SOUTH FROM THE CENTERLINE OF MR EBYS
 ME2201'DRIVEWAY, 7.010 METERS (22.999 FT) EAST FROM THE CENTERLINE OF BEECH
 ME2201'ROAD AND 3.658 METERS (12.001 FT) NORTHEAST FROM A UTILITY POLE.
 ME2201
 ME2201                          STATION RECOVERY (1995)
 ME2201
 ME2201'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2201'RECOVERED IN GOOD CONDITION.
 ME2201
 ME2201                          STATION RECOVERY (2001)
 ME2201
 ME2201'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME2201'STATION, REFERENCE MARK 2 AND AZIMUTH WERE NOT FOUND. REFERENCE MARK 1
 ME2201'AND 3 WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2382 ***********************************************************************
 ME2382  DESIGNATION -  ECKERT
 ME2382  PID         -  ME2382
 ME2382  STATE/COUNTY-  IN/PULASKI
 ME2382  COUNTRY     -  US
 ME2382  USGS QUAD   -  NORTH JUDSON (2019)
 ME2382
 ME2382                         *CURRENT SURVEY CONTROL
 ME2382  ______________________________________________________________________
 ME2382* NAD 83(1997) POSITION- 41 10 19.24399(N) 086 52 04.80014(W)   ADJUSTED
 ME2382* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 ME2382  ______________________________________________________________________
 ME2382  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2382  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 ME2382  HORZ ORDER      -  FIRST
 ME2382
 ME2382.The horizontal coordinates were established by classical geodetic methods
 ME2382.and adjusted by the National Geodetic Survey in May 1999.
 ME2382
 ME2382.The orthometric height was scaled from a topographic map.
 ME2382
 ME2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2382.GEOID18 height accuracy estimate available here.
 ME2382
 ME2382.Click photographs - Photos may exist for this station.
 ME2382
 ME2382.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2382
 ME2382. The following values were computed from the NAD 83(1997) position.
 ME2382
 ME2382;                    North         East     Units Scale Factor Converg.
 ME2382;SPC IN W     -   657,682.828   918,069.328   MT  0.99997068   +0 08 30.3
 ME2382;SPC IN W     - 2,157,747.74  3,012,032.45   sFT  0.99997068   +0 08 30.3
 ME2382;UTM  16      - 4,557,860.732   511,072.489   MT  0.99960151   +0 05 12.8
 ME2382
 ME2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2382!SPC IN W     -   0.99997097  x   0.99997068  =   0.99994165
 ME2382!UTM  16      -   0.99997097  x   0.99960151  =   0.99957249
 ME2382
 ME2382:                Primary Azimuth Mark                     Grid Az
 ME2382:SPC IN W     -  ECKERT AZ MK RESET                       089 35 26.7
 ME2382:UTM  16      -  ECKERT AZ MK RESET                       089 38 44.2
 ME2382
 ME2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1107257860(NAD 83)
 ME2382
 ME2382|---------------------------------------------------------------------|
 ME2382| PID    Reference Object                     Distance      Geod. Az  |
 ME2382|                                                           dddmmss.s |
 ME2382| CM3464 ECKERT RM 1                          29.894 METERS 08636     |
 ME2382| CM3463 ECKERT AZ MK RESET                                 0894357.0 |
 ME2382| CM3462 ECKERT AZ MK                                       0895608.1 |
 ME2382| ME2387 MEDARYVILLE MUNICIPAL TANK          APPROX.10.3 KM 1893355.2 |
 ME2382| CM3465 ECKERT RM 2                          22.625 METERS 18942     |
 ME2382| CM3466 ECKERT RM 3                          28.350 METERS 27936     |
 ME2382|---------------------------------------------------------------------|
 ME2382
 ME2382                          SUPERSEDED SURVEY CONTROL
 ME2382
 ME2382  NAD 83(1986)-  41 10 19.24970(N)    086 52 04.80755(W) AD(       ) 1
 ME2382  NAD 27      -  41 10 19.10820(N)    086 52 04.73590(W) AD(       ) 1
 ME2382
 ME2382.Superseded values are not recommended for survey control.
 ME2382
 ME2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2382.See file dsdata.pdf to determine how the superseded data were derived.
 ME2382
 ME2382_MARKER: DS = TRIANGULATION STATION DISK
 ME2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2382_STAMPING: ECKERT 1948
 ME2382_MARK LOGO: CGS
 ME2382_PROJECTION: FLUSH
 ME2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2382+STABILITY: SURFACE MOTION
 ME2382
 ME2382  HISTORY     - Date     Condition        Report By
 ME2382  HISTORY     - 1948     MONUMENTED       CGS
 ME2382  HISTORY     - 1951     GOOD             CGS
 ME2382  HISTORY     - 1952     GOOD             CGS
 ME2382  HISTORY     - 1969     GOOD             CGS
 ME2382  HISTORY     - 1983     GOOD             LOCSUR
 ME2382
 ME2382                          STATION DESCRIPTION
 ME2382
 ME2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2382'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NORTH JUDSON AND 3 MILES
 ME2382'SOUTH EAST OF SAN PIERRE ON PROPERTY OWNED BY MR. LOUIS SMOLEK.  IT IS
 ME2382'37 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 24 FEET SOUTHWEST OF A
 ME2382'TELEPHONE POLE AND 11 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 ME2382'PROJECTS 4 INCHES AND THE DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 1 IS 98.07 FEET EAST OF THE STATION.  IT IS 30 FEET
 ME2382'SOUTH OF THE CENTER OF GRAVEL ROAD AND 50 FEET EAST OF A TELEPHONE
 ME2382'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ECKERT NO 1
 ME2382'1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 2 IS 74.23 FEET SOUTH OF THE STATION.  IT IS 2 FEET
 ME2382'NORTH OF A 12 INCH OAK TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 ME2382'IS STAMPED ECKERT NO 2 1948.
 ME2382'
 ME2382'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 35 FEET SOUTH OF
 ME2382'THE CENTER OF GRAVEL ROAD, 17 FEET SOUTH OF A WHITE WITNESS POST AND
 ME2382'13 FEET EAST OF A DRIVEWAY.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ME2382'IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE INTERSECTION OF THE MONON RAILRAOD AND
 ME2382'STATE HIGHWAY NO. 43 IN THE SOUTH EDGE OF SAN PIERRE GO SOUTH ON STATE
 ME2382'HIGHWAY NO. 43 FOR 1.65 MILE TO A GRAVEL CROSSROAD, TURN LEFT ON
 ME2382'GRAVEL ROAD AND GO EAST FOR 1.25 MILE TO THE STATION ON THE RIGHT AS
 ME2382'DESCRIBED, CONTINUE FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT AND THE
 ME2382'AZIMUTH MARK AS DESCRIBED.
 ME2382'
 ME2382'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2382
 ME2382                          STATION RECOVERY (1951)
 ME2382
 ME2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFS)
 ME2382'LETTER OF MR. LOUIS F. SMOLEK, SAN PIERRE, INDIANA, DATED APRIL 30,
 ME2382'1951- REFERENCE MARK NO. 1 WAS DESTROYED DUE TO THE CONSTRUCTION OF A
 ME2382'ROADWAY FROM MR. SMOLEKS HOUSE.
 ME2382'
 ME2382'REFERENCE MARK DISK STAMPED ECKERT NO 1 1948 RECEIVED AT THIS OFFICE
 ME2382'5/21/51.
 ME2382
 ME2382                          STATION RECOVERY (1952)
 ME2382
 ME2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2382'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK, REFERENCE MARK
 ME2382'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 ME2382'MARK NO. 1 HAD BEEN DESTROYED.  THE AZIMUTH MARK WAS DESTROYED BY THIS
 ME2382'PARTY DUE TO TREES ON LINE AND A NEW AZIMUTH MARK AND A REFERENCE MARK
 ME2382'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 ME2382'
 ME2382'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NORTH JUDSON AND 3 MILES
 ME2382'SOUTHEAST OF SAN PIERRE AND ON PROPERTY OWNED BY MR. LOUIS SMOLEK.  IT
 ME2382'IS 93 FEET WEST OF THE CENTER OF A DRIVEWAY, 40 FEET SOUTHEAST OF A
 ME2382'TELEPHONE POLE AND 37 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, THE
 ME2382'MARK IS FLUSH AND THE DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 2 IS 74.23 FEET SOUTH OF THE STATION.  IT IS 90
 ME2382'FEET WEST OF THE CENTER OF THE DRIVEWAY AND 2 FEET NORTH OF A 12 INCH
 ME2382'OAK TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ECKERT
 ME2382'NO 2 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 3 IS 93.01 FEET WEST OF THE STATION.  IT IS 61 FEET
 ME2382'EAST OF THE CENTER OF A DRIVEWAY AND 20 FEET SOUTH OF THE CENTER OF A
 ME2382'GRAVEL ROAD.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 ME2382'ECKERT NO 3 1948.
 ME2382'
 ME2382'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 46 FEET WEST OF
 ME2382'THE CENTER OF A DRIVEWAY, 27 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 ME2382'6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 5 FEET EAST OF A
 ME2382'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ECKERT 1948
 ME2382'RESET 1952.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND THE
 ME2382'MONON RAILROAD IN THE SOUTH EDGE OF SAN PIERRE, GO SOUTH ON U.S.
 ME2382'HIGHWAY 421 FOR 1.65 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR
 ME2382'1.25 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.4
 ME2382'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ME2382'
 ME2382'DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND.
 ME2382'
 ME2382'HEIGHT OF LIGHT ABOVE THE STATION MARK 34 METERS.
 ME2382
 ME2382                          STATION RECOVERY (1969)
 ME2382
 ME2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2382'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1952 RECOVERY NOTE IS
 ME2382'POOR AND A NEW DESCRIPTION FOLLOWS.
 ME2382'
 ME2382'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NORTH JUDSON, ON THE
 ME2382'PROPERTY OF MR. LOUIS SMOLEK, 38 FEET SOUTH OF THE CENTERLINE OF
 ME2382'GRAVEL ROAD, 41 FEET SOUTHEAST OF A TELEPHONE POLE, 93 FEET WEST OF
 ME2382'THE CENTERLINE OF DRIVEWAY, 35 FEET NORTHWEST OF A 12 INCH OAK TREE,
 ME2382'75 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 ME2382'POST THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 ME2382'HIGHWAY 10 ABOUT 1/2 MILE SOUTH OF SAN PIERRE, GO SOUTH ON HIGHWAY 421
 ME2382'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD 900
 ME2382'S FOR 1.25 MILES TO THE STATION ON THE RIGHT.  CONTINUE EAST ON THE
 ME2382'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ME2382'
 ME2382'REFERENCE MARK 2 IS 30 FEET NORTH OF AN 18 INCH OAK TREE, 24 FEET
 ME2382'SOUTHEAST OF A 12 INCH OAK TREE AND 90 FEET WEST OF THE CENTERLINE OF
 ME2382'THE DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2382'ECKERT NO 2 1948.
 ME2382'
 ME2382'REFERENCE MARK 3 IS 56 FEET WEST OF THE TELEPHONE POLE, 21 FEET SOUTH
 ME2382'OF THE CENTERLINE OF THE ROAD AND 76 FEET EAST OF AN 18 INCH OAK TREE.
 ME2382'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ECKERT NO 3
 ME2382'1948.
 ME2382'
 ME2382'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 5 FEET
 ME2382'SOUTHWEST OF A 12 INCH PINE TREE, 9 FEET NORTHWEST OF A 10 INCH PINE
 ME2382'TREE, 46 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 28 FEET SOUTH OF
 ME2382'THE CENTERLINE OF THE ROAD AND 50 FEET SOUTH OF A POWER POLE.  THE
 ME2382'MONUMENT IS FLUSH AND THE DISK IS STAMPED ECKERT 1948 RESET 1952.
 ME2382'
 ME2382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 ME2382'SOUTHEAST OF SAN PIERRE.
 ME2382
 ME2382                          STATION RECOVERY (1983)
 ME2382
 ME2382'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (HWM)
 ME2382'ECKERT 1948 RECOVERED GOOD.  ECKERT AZIMUTH RECOVERED GOOD NOT VISIBLE
 ME2382'FROM STATION (TREES)  ECKERT REF NO. 2 RECOVERED GOOD.  ECKERT REF NO.
 ME2382'3 RECOVERED GOOD.  REFERENCES TO TREES AND POLES NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0537 ***********************************************************************
 JA0537  DESIGNATION -  ECKERTY
 JA0537  PID         -  JA0537
 JA0537  STATE/COUNTY-  IN/CRAWFORD
 JA0537  COUNTRY     -  US
 JA0537  USGS QUAD   -  BIRDSEYE (2019)
 JA0537
 JA0537                         *CURRENT SURVEY CONTROL
 JA0537  ______________________________________________________________________
 JA0537* NAD 83(1997) POSITION- 38 20 08.70920(N) 086 38 14.40267(W)   ADJUSTED
 JA0537* NAVD 88 ORTHO HEIGHT -   256.901 (meters)      842.85  (feet) ADJUSTED
 JA0537  ______________________________________________________________________
 JA0537  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JA0537  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 JA0537  DYNAMIC HEIGHT  -        256.724 (meters)      842.27  (feet) COMP
 JA0537  MODELED GRAVITY -    979,935.4   (mgal)                       NAVD 88
 JA0537
 JA0537  HORZ ORDER      -  SECOND
 JA0537  VERT ORDER      -  FIRST     CLASS II
 JA0537
 JA0537.The horizontal coordinates were established by classical geodetic methods
 JA0537.and adjusted by the National Geodetic Survey in May 1999.
 JA0537
 JA0537.The orthometric height was determined by differential leveling and
 JA0537.adjusted by the NATIONAL GEODETIC SURVEY
 JA0537.in June 1991.
 JA0537
 JA0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0537.GEOID18 height accuracy estimate available here.
 JA0537
 JA0537.Click photographs - Photos may exist for this station.
 JA0537
 JA0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0537
 JA0537.The dynamic height is computed by dividing the NAVD 88
 JA0537.geopotential number by the normal gravity value computed on the
 JA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0537.degrees latitude (g = 980.6199 gals.).
 JA0537
 JA0537.The modeled gravity was interpolated from observed gravity values.
 JA0537
 JA0537. The following values were computed from the NAD 83(1997) position.
 JA0537
 JA0537;                    North         East     Units Scale Factor Converg.
 JA0537;SPC IN W     -   342,855.337   938,992.730   MT  0.99998538   +0 16 35.9
 JA0537;SPC IN W     - 1,124,851.22  3,080,678.65   sFT  0.99998538   +0 16 35.9
 JA0537;UTM  16      - 4,243,130.751   531,695.429   MT  0.99961237   +0 13 29.8
 JA0537
 JA0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0537!SPC IN W     -   0.99996486  x   0.99998538  =   0.99995024
 JA0537!UTM  16      -   0.99996486  x   0.99961237  =   0.99957724
 JA0537
 JA0537:                Primary Azimuth Mark                     Grid Az
 JA0537:SPC IN W     -  ECKERTY AZ                               092 58 40.9
 JA0537:UTM  16      -  ECKERTY AZ                               093 01 47.0
 JA0537
 JA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3169543130(NAD 83)
 JA0537
 JA0537|---------------------------------------------------------------------|
 JA0537| PID    Reference Object                     Distance      Geod. Az  |
 JA0537|                                                           dddmmss.s |
 JA0537| JA0535 ECKERTY AZ                                         0931516.8 |
 JA0537| JA0536 ECKERTY RM 1                         33.558 METERS 14057     |
 JA0537| JA0538 ECKERTY RM 2                         18.650 METERS 29836     |
 JA0537|---------------------------------------------------------------------|
 JA0537
 JA0537                          SUPERSEDED SURVEY CONTROL
 JA0537
 JA0537  NAD 83(1993)-  38 20 08.71256(N)    086 38 14.40549(W) AD(       ) 2
 JA0537  NAD 83(1986)-  38 20 08.71556(N)    086 38 14.40655(W) AD(       ) 2
 JA0537  NAD 27      -  38 20 08.50700(N)    086 38 14.45200(W) AD(       ) 2
 JA0537  NGVD 29 (??/??/92)  257.010  (m)          843.21   (f) ADJ UNCH    1 2
 JA0537  NGVD 29             257.01   (m)          843.2    (f) LEVELING    3  
 JA0537
 JA0537.Superseded values are not recommended for survey control.
 JA0537
 JA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0537.See file dsdata.pdf to determine how the superseded data were derived.
 JA0537
 JA0537_MARKER: DS = TRIANGULATION STATION DISK
 JA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0537_STAMPING: ECKERTY 1946
 JA0537_MARK LOGO: CGS
 JA0537_PROJECTION: RECESSED 30 CENTIMETERS
 JA0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0537+STABILITY: SURFACE MOTION
 JA0537
 JA0537  HISTORY     - Date     Condition        Report By
 JA0537  HISTORY     - 1946     MONUMENTED       CGS
 JA0537  HISTORY     - 1965     GOOD             CGS
 JA0537  HISTORY     - 1965     GOOD             CGS
 JA0537  HISTORY     - 1965     GOOD             CGS
 JA0537  HISTORY     - 1976     MARK NOT FOUND   USGS
 JA0537  HISTORY     - 19970101 GOOD             INDNR
 JA0537
 JA0537                          STATION DESCRIPTION
 JA0537
 JA0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0537'THIS STATION IS ABOUT 3 MILES EAST OF BIRDSEYE, ABOUT 4 MILES WEST OF
 JA0537'TASWELL AND 0.2 MILE NORTH OF STATE HIGHWAY 64.  IT IS LOCATED AT THE
 JA0537'NORTHWEST END OF A BARE, CURVED RIDGE AND IS ABOUT 30 FEET NORTHEAST
 JA0537'OF HIGHEST POINT OF RIDGE.  THE MARK IS 12 INCHES BELOW THE SURFACE
 JA0537'AND THE DISK IS STAMPED ECKERTY 1946.
 JA0537'
 JA0537'REFERENCE MARK NO 1 IS 110.10 FEET SOUTHEAST OF THE STATION, ON THE
 JA0537'EAST SLOPE OF HILL AND JUST WEST OF A GULLEY.  THE MARK PROJECTS 8
 JA0537'INCHES AND THE DISK IS STAMPED ECKERTY NO 1 1946.
 JA0537'
 JA0537'REFERENCE MARK NO 2 IS 61.19 FEET WEST OF THE STATION, ON THE WEST
 JA0537'SLOPE OF THE HILL AND 15 FEET SOUTHEAST OF A GULLEY.  THE MARK
 JA0537'PROJECTS 8 INCHES AND THE DISK IS STAMPED ECKERTY NO 2 1946.
 JA0537'
 JA0537'AZIMUTH MARK IS EAST OF THE STATION IN THE SOUTHEAST CORNER OF THE
 JA0537'SERVICE STATION YARD WHICH IS LOCATED AT THE JUNCTION OF STATE
 JA0537'HIGHWAYS 64 AND 145.  IT IS 92 FEET SOUTHEAST OF THE SERVICE STATION
 JA0537'AND 24 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 64.
 JA0537'
 JA0537'TO REACH FROM ECKERTY GO WEST ON STATE HIGHWAY 64 FOR ABOUT 0.5 MILE
 JA0537'TO THE JUNCTION WITH STATE HIGHWAY 145, CONTINUE WEST FOR 0.7 MILE TO
 JA0537'A FIELD ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE FIELD ROAD UP
 JA0537'HILL FOR 0.2 MILE TO THE NORTHWEST END OF RIDGE AND STATION.
 JA0537'
 JA0537'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA0537
 JA0537                          STATION RECOVERY (1965)
 JA0537
 JA0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA0537'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA0537'
 JA0537'DUE TO CHANGES IN THE HIGHWAY LOCATION AND PROPERTY OWNERSHIP, A NEW
 JA0537'AND MORE DETAILED DESCRIPTION FOLLOWS.
 JA0537'
 JA0537'THE STATION IS LOCATED ON THE PROPERTY OF MR ALBERT KAISER, ABOUT 3
 JA0537'MILES EAST OF BIRDSEYE, ABOUT 4 MILES WEST OF TASWELL, AND ABOUT 0.2
 JA0537'MILE NORTH OF STATE ROUTE 64.  IT IS LOCATED NEAR THE NORTHWEST END OF
 JA0537'A BARE, CURVED RIDGE IN AN OPEN PASTURE AND IS ABOUT 30 FEET NORTHEAST
 JA0537'OF THE HIGHEST POINT.
 JA0537'
 JA0537'TO REACH FROM THE POST OFFICE IN TASWELL, GO WESTERLY ON STATE ROUTE
 JA0537'64 FOR 3.8 MILES TO THE JUNCTION OF STATE ROUTE 145 AND THE AZIMUTH
 JA0537'MARK IN THE NORTHEAST ANGLE AS DESCRIBED.  CONTINUE WESTERLY ON STATE
 JA0537'ROUTE 64 AND 145 FOR 0.75 MILE TO THE TOP OF A RISE AND A CATTLE GUARD
 JA0537'ON THE LEFT.  HERE, TURN RIGHT OFF HIGHWAY THEN SHARP RIGHT ALONG
 JA0537'SOUTH EDGE OF A FIELD AND GO EAST AND NORTHEAST FOR 0.1 MILE TO A WIRE
 JA0537'GATE, PASS THROUGH THIS WIRE GATE AND FOLLOW ALONG TOP OF RIDGE NORTH
 JA0537'AND NORTHWEST FOR 0.1 MILE TO END OF RIDGE AND THE STATION AS
 JA0537'DESCRIBED.
 JA0537'
 JA0537'THE STATION IS 105 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE AND
 JA0537'84 FEET SOUTHWEST OF THE EDGE OF DENSE WOODS AND A METAL WITNESS SIGN
 JA0537'NAILED TO AN 8-INCH DOGWOOD TREE.  A STANDARD DISK SET IN THE TOP OF A
 JA0537'12-INCH, SQUARE, CONCRETE MONUMENT, ABOUT 8 INCHES BELOW THE SURFACE
 JA0537'OF THE GROUND AND THE DISK IS STAMPED ECKERTY 1946.
 JA0537'
 JA0537'REFERENCE MARK NO 1 IS 12 FEET EAST OF THE NORTHEAST FENCE CORNER POST
 JA0537'ON THE SOUTHEAST SLOPE OF THE RIDGE.  A STANDARD DISK SET IN THE TOP
 JA0537'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 JA0537'DISK IS STAMPED ECKERTY NO 1 1946.
 JA0537'
 JA0537'REFERENCE MARK NO 2 IS ON THE NORTH SLOPE OF THE HILL WEST OF THE
 JA0537'STATION.  A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA0537'CONCRETE MONUMENT THAT PROJECTS 5-INCHES AND THE DISK IS STAMPED
 JA0537'ECKERTY NO 2 1946.
 JA0537'
 JA0537'DUE TO THE SLOPE OF THE HILL, NO EFFORT WAS MADE TO MEASURE BETWEEN
 JA0537'THE REFERENCE MARKS.
 JA0537'
 JA0537'THE AZIMUTH MARK IS 155 FEET EAST OF THE NORTHEAST CORNER OF HARRISONS
 JA0537'GROCERY STORE, 154 FEET EAST-NORTHEAST OF THE JUNCTION OF STATE ROUTES
 JA0537'64 AND 145, 121 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 JA0537'BRIDGE, 88 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 JA0537'HOME, 77 FEET NORTH OF A POWERLINE POLE, 40 FEET SOUTH-SOUTHEAST OF A
 JA0537'16-INCH MAPLE TREE, AND 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 JA0537'STATE ROUTE 64.  A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA0537'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED ECKERTY 1964.
 JA0537'
 JA0537'THIS WAS NOT AN OCCUPIED STATION.
 JA0537
 JA0537                          STATION RECOVERY (1965)
 JA0537
 JA0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0537'2.6 MI NW FROM ECKERTY.
 JA0537'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 JA0537'POST OFFICE AT ECKERTY, THENCE 0.4 MILE NORTHEAST ALONG A
 JA0537'GRAVELED ROAD, THENCE 1.25 MILES WEST ALONG STATE HIGHWAY 64,
 JA0537'THENCE ABOUT 0.1 MILE NORTHEAST ACROSS A FIELD TO THE TOP OF A
 JA0537'RIDGE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG THE TOP OF THE RIDGE,
 JA0537'IN SECTION 21, T 2 S, R 2 W, 105 FEET NORTHWEST OF A FENCE CORNER,
 JA0537'69 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A TIMBER LINE, 84 1/2
 JA0537'FEET SOUTHWEST OF A 6-INCH OAK TREE BEARING A WITNESS SHIELD ON
 JA0537'THE SOUTHWEST SIDE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 JA0537'ABOUT 1 FOOT UNDER THE SURFACE OF THE GROUND.
 JA0537
 JA0537                          STATION RECOVERY (1965)
 JA0537
 JA0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0537'THE STATION MARK, STAMPED ECKERTY 1946, IS ABOUT 0.8 MILE NORTHWEST
 JA0537'ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT ECKERTY, THENCE 0.4
 JA0537'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.25 MILES WEST ALONG
 JA0537'STATE HIGHWAY 64, THENCE ABOUT 0.1 MILE NORTHEAST ACROSS A FIELD TO
 JA0537'THE TOP OF A RIDGE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG THE TOP OF
 JA0537'THE RIDGE, IN SECTION 21, T 2 S, R 2 W, 105 FEET NORTHWEST OF A FENCE
 JA0537'CORNER, 69 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A TIMBER LINE, 84.5
 JA0537'FEET SOUTHWEST OF A 6-INCH TREE BEARING A WITNESS SHIELD ON THE
 JA0537'SOUTHWEST SIDE, SET IN THE TOP OF A CONCRETE POST WHICH ABOUT 1 FOOT
 JA0537'BELOW THE SURFACE OF THE GROUND.
 JA0537'
 JA0537'RM 1, STAMPED ECKERTY NO 1 1946, IS 109.9 FEET SOUTHWEST FEET
 JA0537'SOUTHEAST OF THE STATION, 11.5 FEET EAST OF A FENCE CORNER POST, SET
 JA0537'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0537'
 JA0537'RM 2, STAMPED ECKERTY NO 2 1946, IS 61.0 FEET WEST-NORTHWEST OF THE
 JA0537'STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0537'
 JA0537'THE AZIMUTH MARK, STAMPED ECKERTY 1946.  IS ABOUT 0.8 MILE NORTHWEST
 JA0537'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTHWEST ALONG
 JA0537'STATE HIGHWAY 64, IN SECTION 22, T 2 S, R 2 W, 150 FEET EAST OF THE
 JA0537'CENTER OF THE JUNCTION OF STATE HIGHWAYS 64 AND 145, 21 FEET NORTHEAST
 JA0537'OF THE CENTER LINE OF STATE HIGHWAY 64, 116 FEET NORTHWEST OF THE
 JA0537'NORTHWEST END OF THE NORTHEAST GUARD RAIL OF A BRIDGE OVER FLEMING
 JA0537'CREEK, 88 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 JA0537'HOUSE, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA0537'FLUSH WITH THE GROUND.
 JA0537
 JA0537                          STATION RECOVERY (1976)
 JA0537
 JA0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JA0537'MARK NOT FOUND.
 JA0537
 JA0537                          STATION RECOVERY (1997)
 JA0537
 JA0537'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA0537'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0535 ***********************************************************************
 JA0535  DESIGNATION -  ECKERTY AZ
 JA0535  PID         -  JA0535
 JA0535  STATE/COUNTY-  IN/CRAWFORD
 JA0535  COUNTRY     -  US
 JA0535  USGS QUAD   -  TASWELL (2019)
 JA0535
 JA0535                         *CURRENT SURVEY CONTROL
 JA0535  ______________________________________________________________________
 JA0535* NAD 83(1986) POSITION- 38 20 06.     (N) 086 37 24.     (W)   SCALED
 JA0535* NAVD 88 ORTHO HEIGHT -   188.241 (meters)      617.59  (feet) ADJUSTED
 JA0535  ______________________________________________________________________
 JA0535  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 JA0535  DYNAMIC HEIGHT  -        188.111 (meters)      617.16  (feet) COMP
 JA0535  MODELED GRAVITY -    979,934.9   (mgal)                       NAVD 88
 JA0535
 JA0535  VERT ORDER      -  FIRST     CLASS II
 JA0535
 JA0535.The horizontal coordinates were scaled from a map and have
 JA0535.an estimated accuracy of +/- 6 seconds.
 JA0535
 JA0535.The orthometric height was determined by differential leveling and
 JA0535.adjusted by the NATIONAL GEODETIC SURVEY
 JA0535.in June 1991.
 JA0535
 JA0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0535.GEOID18 height accuracy estimate available here.
 JA0535
 JA0535.Click photographs - Photos may exist for this station.
 JA0535
 JA0535.The dynamic height is computed by dividing the NAVD 88
 JA0535.geopotential number by the normal gravity value computed on the
 JA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0535.degrees latitude (g = 980.6199 gals.).
 JA0535
 JA0535.The modeled gravity was interpolated from observed gravity values.
 JA0535
 JA0535;                    North         East    Units  Estimated Accuracy
 JA0535;SPC IN W     -   342,780.      940,220.      MT  (+/- 180 meters Scaled)
 JA0535
 JA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH329430(NAD 83)
 JA0535
 JA0535                          SUPERSEDED SURVEY CONTROL
 JA0535
 JA0535  NGVD 29 (??/??/92)  188.349  (m)          617.94   (f) ADJ UNCH    1 2
 JA0535
 JA0535.Superseded values are not recommended for survey control.
 JA0535
 JA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0535.See file dsdata.pdf to determine how the superseded data were derived.
 JA0535
 JA0535_MARKER: DZ = AZIMUTH MARK DISK
 JA0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0535_STAMPING: ECKERTY 1946
 JA0535_MARK LOGO: CGS
 JA0535_PROJECTION: FLUSH
 JA0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0535+STABILITY: SURFACE MOTION
 JA0535
 JA0535  HISTORY     - Date     Condition        Report By
 JA0535  HISTORY     - 1946     MONUMENTED       CGS
 JA0535  HISTORY     - 1965     GOOD             CGS
 JA0535  HISTORY     - 20230126 MARK NOT FOUND   INDOT
 JA0535
 JA0535                          STATION DESCRIPTION
 JA0535
 JA0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0535'1.6 MI NW FROM ECKERTY.
 JA0535'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 JA0535'POST OFFICE AT ECKERTY, THENCE 0.4 MILE NORTHEAST ALONG A
 JA0535'GRAVELED ROAD, THENCE 0.45 MILE NORTHWEST ALONG STATE HIGHWAY
 JA0535'64, IN SECTION 22, T 2 S, R 2 W, 150 FEET EAST OF THE CENTER
 JA0535'OF THE JUNCTION OF STATE HIGHWAYS 64 AND 145, 21 FEET NORTHEAST
 JA0535'OF THE CENTER LINE OF STATE HIGHWAY 64, 116 FEET NORTHWEST OF THE
 JA0535'NORTHWEST END OF THE NORTHEAST GUARD RAIL OF A BRIDGE OVER
 JA0535'FLEMING CREEK, 88 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JA0535'A BRICK HOUSE, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF
 JA0535'A CONCRETE POST FLUSH WITH THE GROUND.
 JA0535
 JA0535                          STATION RECOVERY (2023)
 JA0535
 JA0535'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (GK)
 JA0535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0536 ***********************************************************************
 JA0536  DESIGNATION -  ECKERTY RM 1
 JA0536  PID         -  JA0536
 JA0536  STATE/COUNTY-  IN/CRAWFORD
 JA0536  COUNTRY     -  US
 JA0536  USGS QUAD   -  BIRDSEYE (2019)
 JA0536
 JA0536                         *CURRENT SURVEY CONTROL
 JA0536  ______________________________________________________________________
 JA0536* NAD 83(1986) POSITION- 38 20 07.86   (N) 086 38 13.53   (W)   HD_HELD1
 JA0536* NAVD 88 ORTHO HEIGHT -   255.038 (meters)      836.74  (feet) ADJUSTED
 JA0536  ______________________________________________________________________
 JA0536  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JA0536  DYNAMIC HEIGHT  -        254.863 (meters)      836.16  (feet) COMP
 JA0536  MODELED GRAVITY -    979,935.4   (mgal)                       NAVD 88
 JA0536
 JA0536  VERT ORDER      -  FIRST     CLASS II
 JA0536
 JA0536.The horizontal coordinates were determined by differentially corrected
 JA0536.hand held GPS observations or other comparable positioning techniques
 JA0536.and have an estimated accuracy of +/- 3 meters.
 JA0536
 JA0536.The orthometric height was determined by differential leveling and
 JA0536.adjusted by the NATIONAL GEODETIC SURVEY
 JA0536.in June 1991.
 JA0536
 JA0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0536.GEOID18 height accuracy estimate available here.
 JA0536
 JA0536.Click photographs - Photos may exist for this station.
 JA0536
 JA0536.The dynamic height is computed by dividing the NAVD 88
 JA0536.geopotential number by the normal gravity value computed on the
 JA0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0536.degrees latitude (g = 980.6199 gals.).
 JA0536
 JA0536.The modeled gravity was interpolated from observed gravity values.
 JA0536
 JA0536;                    North         East    Units  Estimated Accuracy
 JA0536;SPC IN W     -   342,829.3     939,014.1     MT  (+/- 3 meters HH1 GPS) 
 JA0536
 JA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3171643104(NAD 83)
 JA0536
 JA0536                          SUPERSEDED SURVEY CONTROL
 JA0536
 JA0536  NGVD 29 (??/??/92)  255.147  (m)          837.09   (f) ADJ UNCH    1 2
 JA0536
 JA0536.Superseded values are not recommended for survey control.
 JA0536
 JA0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0536.See file dsdata.pdf to determine how the superseded data were derived.
 JA0536
 JA0536_MARKER: DR = REFERENCE MARK DISK
 JA0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0536_STAMPING: ECKERTY NO 1 1946
 JA0536_MARK LOGO: CGS
 JA0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0536+STABILITY: SURFACE MOTION
 JA0536
 JA0536  HISTORY     - Date     Condition        Report By
 JA0536  HISTORY     - 1946     MONUMENTED       CGS
 JA0536  HISTORY     - 1965     GOOD             CGS
 JA0536  HISTORY     - 19970101 GOOD             INDNR
 JA0536
 JA0536                          STATION DESCRIPTION
 JA0536
 JA0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0536'2.6 MI NW FROM ECKERTY.
 JA0536'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 JA0536'POST OFFICE AT ECKERTY, THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED
 JA0536'ROAD, THENCE 1.25 MILES WEST ALONG STATE HIGHWAY 64, THENCE ABOUT
 JA0536'0.1 MILE NORTHEAST ACROSS A FIELD TO THE TOP OF A RIDGE, THENCE
 JA0536'ABOUT 0.1 MILE NORTHWEST ALONG THE TOP OF THE RIDGE, IN SECTION
 JA0536'21, T 2 S, R 2 W, 109.9 FEET SOUTHEAST OF ECKERTY 1946, 11 1/2
 JA0536'FEET EAST OF A FENCE CORNER POST, SET IN THE TOP OF A CONCRETE
 JA0536'POST PROJECTING 4 INCHES.
 JA0536
 JA0536                          STATION RECOVERY (1997)
 JA0536
 JA0536'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA0536'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0538 ***********************************************************************
 JA0538  DESIGNATION -  ECKERTY RM 2
 JA0538  PID         -  JA0538
 JA0538  STATE/COUNTY-  IN/CRAWFORD
 JA0538  COUNTRY     -  US
 JA0538  USGS QUAD   -  BIRDSEYE (2019)
 JA0538
 JA0538                         *CURRENT SURVEY CONTROL
 JA0538  ______________________________________________________________________
 JA0538* NAD 83(1986) POSITION- 38 20 09.00   (N) 086 38 15.08   (W)   HD_HELD1
 JA0538* NAVD 88 ORTHO HEIGHT -   256.013 (meters)      839.94  (feet) ADJUSTED
 JA0538  ______________________________________________________________________
 JA0538  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 JA0538  DYNAMIC HEIGHT  -        255.837 (meters)      839.36  (feet) COMP
 JA0538  MODELED GRAVITY -    979,935.4   (mgal)                       NAVD 88
 JA0538
 JA0538  VERT ORDER      -  FIRST     CLASS II
 JA0538
 JA0538.The horizontal coordinates were determined by differentially corrected
 JA0538.hand held GPS observations or other comparable positioning techniques
 JA0538.and have an estimated accuracy of +/- 3 meters.
 JA0538
 JA0538.The orthometric height was determined by differential leveling and
 JA0538.adjusted by the NATIONAL GEODETIC SURVEY
 JA0538.in June 1991.
 JA0538
 JA0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0538.GEOID18 height accuracy estimate available here.
 JA0538
 JA0538.Click photographs - Photos may exist for this station.
 JA0538
 JA0538.The dynamic height is computed by dividing the NAVD 88
 JA0538.geopotential number by the normal gravity value computed on the
 JA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0538.degrees latitude (g = 980.6199 gals.).
 JA0538
 JA0538.The modeled gravity was interpolated from observed gravity values.
 JA0538
 JA0538;                    North         East    Units  Estimated Accuracy
 JA0538;SPC IN W     -   342,864.2     938,976.2     MT  (+/- 3 meters HH1 GPS) 
 JA0538
 JA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3167843139(NAD 83)
 JA0538
 JA0538                          SUPERSEDED SURVEY CONTROL
 JA0538
 JA0538  NGVD 29 (??/??/92)  256.122  (m)          840.29   (f) ADJ UNCH    1 2
 JA0538
 JA0538.Superseded values are not recommended for survey control.
 JA0538
 JA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0538.See file dsdata.pdf to determine how the superseded data were derived.
 JA0538
 JA0538_MARKER: DR = REFERENCE MARK DISK
 JA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0538_STAMPING: ECKERTY NO 2 1946
 JA0538_MARK LOGO: CGS
 JA0538_PROJECTION: FLUSH
 JA0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0538+STABILITY: SURFACE MOTION
 JA0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0538+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 JA0538
 JA0538  HISTORY     - Date     Condition        Report By
 JA0538  HISTORY     - 1946     MONUMENTED       CGS
 JA0538  HISTORY     - 1965     GOOD             CGS
 JA0538  HISTORY     - 19970101 GOOD             INDNR
 JA0538
 JA0538                          STATION DESCRIPTION
 JA0538
 JA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0538'2.6 MI NW FROM ECKERTY.
 JA0538'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0538'OFFICE AT ECKERTY, THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED
 JA0538'ROAD, THENCE 1.25 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 JA0538'ABOUT 0.1 MILE NORTHEAST ACROSS A FIELD TO THE TOP OF A RIDGE,
 JA0538'THENCE ABOUT 0.1 MILE NORTHWEST ALONG THE TOP OF THE RIDGE,
 JA0538'IN SECTION 21, T 2 S, R 2 W, 61.0 FEET WEST-NORTHWEST OF ECKERTY
 JA0538'1946, SET IN THE TOP OF CONCRETE POST PROJECTING 4 INCHES.
 JA0538
 JA0538                          STATION RECOVERY (1997)
 JA0538
 JA0538'RECOVERY NOTE BY IN DEPT OF NAT RES 1997
 JA0538'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3376 ***********************************************************************
 JZ3376  DESIGNATION -  EDINBURG
 JZ3376  PID         -  JZ3376
 JZ3376  STATE/COUNTY-  IN/JOHNSON
 JZ3376  COUNTRY     -  US
 JZ3376  USGS QUAD   -  EDINBURGH (2019)
 JZ3376
 JZ3376                         *CURRENT SURVEY CONTROL
 JZ3376  ______________________________________________________________________
 JZ3376* NAD 83(1997) POSITION- 39 20 53.91078(N) 085 57 48.21511(W)   ADJUSTED
 JZ3376* NAVD 88 ORTHO HEIGHT -   204.33  (+/-2cm)      670.4   (feet) VERTCON3
 JZ3376  ______________________________________________________________________
 JZ3376  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 JZ3376  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 JZ3376  HORZ ORDER      -  SECOND
 JZ3376  VERT ORDER      -  THIRD ? (See Below)
 JZ3376
 JZ3376.The horizontal coordinates were established by classical geodetic methods
 JZ3376.and adjusted by the National Geodetic Survey in May 1999.
 JZ3376
 JZ3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3376
 JZ3376.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3376.GEOID18 height accuracy estimate available here.
 JZ3376
 JZ3376.The vertical order pertains to the NGVD 29 superseded value.
 JZ3376
 JZ3376.Click photographs - Photos may exist for this station.
 JZ3376
 JZ3376.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3376
 JZ3376. The following values were computed from the NAD 83(1997) position.
 JZ3376
 JZ3376;                    North         East     Units Scale Factor Converg.
 JZ3376;SPC IN E     -   455,205.795    74,422.987   MT  0.99997472   -0 11 17.3
 JZ3376;SPC IN E     - 1,493,454.35    244,169.42   sFT  0.99997472   -0 11 17.3
 JZ3376;UTM  16      - 4,355,942.248   589,320.829   MT  0.99969823   +0 39 26.2
 JZ3376
 JZ3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3376!SPC IN E     -   0.99997322  x   0.99997472  =   0.99994795
 JZ3376!UTM  16      -   0.99997322  x   0.99969823  =   0.99967146
 JZ3376
 JZ3376:                Primary Azimuth Mark                     Grid Az
 JZ3376:SPC IN E     -  CRAWFORD                                 349 34 15.9
 JZ3376:UTM  16      -  CRAWFORD                                 348 43 32.4
 JZ3376
 JZ3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8932055942(NAD 83)
 JZ3376
 JZ3376|---------------------------------------------------------------------|
 JZ3376| PID    Reference Object                     Distance      Geod. Az  |
 JZ3376|                                                           dddmmss.s |
 JZ3376| CF2803 EDINBURG RM                          23.975 METERS 16324     |
 JZ3376| JZ3375 EDINBURG CABINET CO WATER TK        104.526 METERS 31537     |
 JZ3376| JZ3378 CRAWFORD                            APPROX. 1.3 KM 3492258.6 |
 JZ3376| JZ3374 ENDINBURG CUTSINGER GRAIN FP        APPROX. 0.8 KM 3504326.0 |
 JZ3376|---------------------------------------------------------------------|
 JZ3376
 JZ3376                          SUPERSEDED SURVEY CONTROL
 JZ3376
 JZ3376  NAD 83(1986)-  39 20 53.91863(N)    085 57 48.29191(W) AD(       ) 2
 JZ3376  NAD 27      -  39 20 53.73800(N)    085 57 48.30100(W) AD(       ) 2
 JZ3376  USSD        -  39 20 53.81500(N)    085 57 48.12800(W) AD(       ) 3
 JZ3376  NGVD 29             204.45   (m)          670.8    (f) LEVELING    3  
 JZ3376
 JZ3376.Superseded values are not recommended for survey control.
 JZ3376
 JZ3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3376.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3376
 JZ3376_MARKER: DS = TRIANGULATION STATION DISK
 JZ3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3376_STAMPING: EDINBURG 1920
 JZ3376_MARK LOGO: CGS
 JZ3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3376+STABILITY: SURFACE MOTION
 JZ3376
 JZ3376  HISTORY     - Date     Condition        Report By
 JZ3376  HISTORY     - 1920     MONUMENTED       CGS
 JZ3376
 JZ3376                          STATION DESCRIPTION
 JZ3376
 JZ3376'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3376'IN THE TOWN OF EDINBURG, JUST OUTSIDE OF THE FENCE LINE ON THE W SIDE
 JZ3376'OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 18 Y YARDS S OF THE
 JZ3376'ROAD CROSSING LEADING INTO THE AMOS LUMBER CO. PLANT, WHICH ROAD IS A
 JZ3376'CONTINUATION OF HENDRICK STREET, 8.39 METERS 27.53 FEET FROM THE W
 JZ3376'AND NEAREST RAIL OF THE PENNSYLVANIA RAILROAD MAIN-LINE TRACK. THE
 JZ3376'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 JZ3376'TABLETS SET IN CONCRETE. THE
 JZ3376'REFERENCE MARK IS ON THE FENCE CORNER ON THE SAME SIDE OF THE
 JZ3376'TRACK AS THE STATION, 23.975 METERS 78.66 FEET FROM THE STATION
 JZ3376'S 16 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3375 ***********************************************************************
 JZ3375  DESIGNATION -  EDINBURG CABINET CO WATER TK
 JZ3375  PID         -  JZ3375
 JZ3375  STATE/COUNTY-  IN/JOHNSON
 JZ3375  COUNTRY     -  US
 JZ3375  USGS QUAD   -  EDINBURGH (2019)
 JZ3375
 JZ3375                         *CURRENT SURVEY CONTROL
 JZ3375  ______________________________________________________________________
 JZ3375* NAD 83(1997) POSITION- 39 20 56.33297(N) 085 57 51.26861(W)   ADJUSTED
 JZ3375  ______________________________________________________________________
 JZ3375  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 JZ3375  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 JZ3375  HORZ ORDER      -  THIRD
 JZ3375
 JZ3375.The horizontal coordinates were established by classical geodetic methods
 JZ3375.and adjusted by the National Geodetic Survey in May 1999.
 JZ3375
 JZ3375.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3375.GEOID18 height accuracy estimate available here.
 JZ3375
 JZ3375.Click photographs - Photos may exist for this station.
 JZ3375
 JZ3375.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3375
 JZ3375. The following values were computed from the NAD 83(1997) position.
 JZ3375
 JZ3375;                    North         East     Units Scale Factor Converg.
 JZ3375;SPC IN E     -   455,280.732    74,350.121   MT  0.99997476   -0 11 19.2
 JZ3375;SPC IN E     - 1,493,700.20    243,930.36   sFT  0.99997476   -0 11 19.2
 JZ3375;UTM  16      - 4,356,016.082   589,246.885   MT  0.99969807   +0 39 24.3
 JZ3375
 JZ3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8924656016(NAD 83)
 JZ3375
 JZ3375                          SUPERSEDED SURVEY CONTROL
 JZ3375
 JZ3375  NAD 83(1986)-  39 20 56.34031(N)    085 57 51.34403(W) AD(       ) 3
 JZ3375  NAD 27      -  39 20 56.15900(N)    085 57 51.35300(W) AD(       ) 3
 JZ3375  USSD        -  39 20 56.23700(N)    085 57 51.18100(W) AD(       ) 3
 JZ3375
 JZ3375.Superseded values are not recommended for survey control.
 JZ3375
 JZ3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3375.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3375
 JZ3375_MARKER: 53 = ELEVATED TANK
 JZ3375
 JZ3375  HISTORY     - Date     Condition        Report By
 JZ3375  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3375
 JZ3375                          STATION DESCRIPTION
 JZ3375
 JZ3375'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3377 ***********************************************************************
 JZ3377  DESIGNATION -  EDINBURG CHRISTIAN CH STEEPLE
 JZ3377  PID         -  JZ3377
 JZ3377  STATE/COUNTY-  IN/JOHNSON
 JZ3377  COUNTRY     -  US
 JZ3377  USGS QUAD   -  EDINBURGH (2019)
 JZ3377
 JZ3377                         *CURRENT SURVEY CONTROL
 JZ3377  ______________________________________________________________________
 JZ3377* NAD 83(1997) POSITION- 39 21 05.43355(N) 085 58 00.14425(W)   ADJUSTED
 JZ3377  ______________________________________________________________________
 JZ3377  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 JZ3377  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 JZ3377  HORZ ORDER      -  THIRD
 JZ3377
 JZ3377.The horizontal coordinates were established by classical geodetic methods
 JZ3377.and adjusted by the National Geodetic Survey in May 1999.
 JZ3377
 JZ3377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3377.GEOID18 height accuracy estimate available here.
 JZ3377
 JZ3377.Click photographs - Photos may exist for this station.
 JZ3377
 JZ3377.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3377
 JZ3377. The following values were computed from the NAD 83(1997) position.
 JZ3377
 JZ3377;                    North         East     Units Scale Factor Converg.
 JZ3377;SPC IN E     -   455,562.084    74,138.539   MT  0.99997490   -0 11 24.9
 JZ3377;SPC IN E     - 1,494,623.27    243,236.19   sFT  0.99997490   -0 11 24.9
 JZ3377;UTM  16      - 4,356,294.204   589,031.235   MT  0.99969759   +0 39 18.8
 JZ3377
 JZ3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8903156294(NAD 83)
 JZ3377
 JZ3377                          SUPERSEDED SURVEY CONTROL
 JZ3377
 JZ3377  NAD 83(1986)-  39 21 05.47650(N)    085 58 00.22992(W) AD(       ) 3
 JZ3377  NAD 27      -  39 21 05.24000(N)    085 58 00.22000(W) AD(       ) 3
 JZ3377  USSD        -  39 21 05.38000(N)    085 58 00.07000(W) AD(       ) 3
 JZ3377
 JZ3377.Superseded values are not recommended for survey control.
 JZ3377
 JZ3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3377.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3377
 JZ3377_MARKER: 90 = CHURCH SPIRE
 JZ3377
 JZ3377  HISTORY     - Date     Condition        Report By
 JZ3377  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3377
 JZ3377                          STATION DESCRIPTION
 JZ3377
 JZ3377'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2498 ***********************************************************************
 ME2498  DESIGNATION -  EDISON
 ME2498  PID         -  ME2498
 ME2498  STATE/COUNTY-  IN/LAKE
 ME2498  COUNTRY     -  US
 ME2498  USGS QUAD   -  HIGHLAND (2019)
 ME2498
 ME2498                         *CURRENT SURVEY CONTROL
 ME2498  ______________________________________________________________________
 ME2498* NAD 83(1997) POSITION- 41 36 09.54166(N) 087 24 17.00910(W)   ADJUSTED
 ME2498* NAVD 88 ORTHO HEIGHT -   180.705 (meters)      592.86  (feet) ADJUSTED
 ME2498  ______________________________________________________________________
 ME2498  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 ME2498  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 ME2498  DYNAMIC HEIGHT  -        180.638 (meters)      592.64  (feet) COMP
 ME2498  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 ME2498
 ME2498  HORZ ORDER      -  SECOND
 ME2498  VERT ORDER      -  FIRST     CLASS II
 ME2498
 ME2498.The horizontal coordinates were established by classical geodetic methods
 ME2498.and adjusted by the National Geodetic Survey in May 1999.
 ME2498
 ME2498.The orthometric height was determined by differential leveling and
 ME2498.adjusted by the NATIONAL GEODETIC SURVEY
 ME2498.in April 1995.
 ME2498
 ME2498.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2498.GEOID18 height accuracy estimate available here.
 ME2498
 ME2498.Click photographs - Photos may exist for this station.
 ME2498
 ME2498.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2498
 ME2498.The dynamic height is computed by dividing the NAVD 88
 ME2498.geopotential number by the normal gravity value computed on the
 ME2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2498.degrees latitude (g = 980.6199 gals.).
 ME2498
 ME2498.The modeled gravity was interpolated from observed gravity values.
 ME2498
 ME2498. The following values were computed from the NAD 83(1997) position.
 ME2498
 ME2498;                    North         East     Units Scale Factor Converg.
 ME2498;SPC IN W     -   705,536.059   873,208.342   MT  0.99997550   -0 12 48.2
 ME2498;SPC IN W     - 2,314,746.22  2,864,851.04   sFT  0.99997550   -0 12 48.2
 ME2498;UTM  16      - 4,605,739.582   466,273.913   MT  0.99961400   -0 16 07.4
 ME2498
 ME2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2498!SPC IN W     -   0.99997692  x   0.99997550  =   0.99995242
 ME2498!UTM  16      -   0.99997692  x   0.99961400  =   0.99959093
 ME2498
 ME2498:                Primary Azimuth Mark                     Grid Az
 ME2498:SPC IN W     -  EDISON AZ MK                             101 47 45.0
 ME2498:UTM  16      -  EDISON AZ MK                             101 51 04.2
 ME2498
 ME2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6627305739(NAD 83)
 ME2498
 ME2498|---------------------------------------------------------------------|
 ME2498| PID    Reference Object                     Distance      Geod. Az  |
 ME2498|                                                           dddmmss.s |
 ME2498| ME3376 EDISON RM 2                          26.003 METERS 08412     |
 ME2498| ME3375 EDISON AZ MK                                       1013456.8 |
 ME2498| ME3367 EDISON RM 1                          26.521 METERS 35631     |
 ME2498|---------------------------------------------------------------------|
 ME2498
 ME2498                          SUPERSEDED SURVEY CONTROL
 ME2498
 ME2498  NAD 83(1994)-  41 36 09.54724(N)    087 24 17.01471(W) AD(       ) 2
 ME2498  NAD 83(1986)-  41 36 09.54728(N)    087 24 17.01468(W) AD(       ) 2
 ME2498  NAD 27      -  41 36 09.42420(N)    087 24 16.87820(W) AD(       ) 2
 ME2498  NGVD 29 (01/19/93)  180.812  (m)          593.21   (f) ADJUSTED    1 2
 ME2498
 ME2498.Superseded values are not recommended for survey control.
 ME2498
 ME2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2498.See file dsdata.pdf to determine how the superseded data were derived.
 ME2498
 ME2498_MARKER: DS = TRIANGULATION STATION DISK
 ME2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2498_STAMPING: EDISON 1952
 ME2498_MARK LOGO: CGS
 ME2498_PROJECTION: FLUSH
 ME2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2498+STABILITY: SURFACE MOTION
 ME2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2498+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2019
 ME2498
 ME2498  HISTORY     - Date     Condition        Report By
 ME2498  HISTORY     - 1952     MONUMENTED       CGS
 ME2498  HISTORY     - 1952     GOOD             CGS
 ME2498  HISTORY     - 1955     GOOD             CGS
 ME2498  HISTORY     - 1976     GOOD             NGS
 ME2498  HISTORY     - 1979     GOOD             NGS
 ME2498  HISTORY     - 19920806 GOOD             NGS
 ME2498  HISTORY     - 20101008 GOOD             PB
 ME2498  HISTORY     - 20190214 GOOD             HEI
 ME2498
 ME2498                          STATION DESCRIPTION
 ME2498
 ME2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2498'STATION IS LOCATED ON THE WEST EDGE OF GARY ON THE GROUNDS OF THE
 ME2498'EDISON SCHOOL.  IT IS 250 FEET
 ME2498'NORTH OF THE CENTER OF U.S. HIGHWAY 20, 122 FEET SOUTH OF THE MAIN
 ME2498'ENTRANCE TO THE SCHOOL BUILDING AND
 ME2498'17 FEET SOUTH OF A FLAG POLE.  THE MARK PROJECTS 2 INCHES AND
 ME2498'THE DISK IS STAMPED EDISON 1952.
 ME2498'
 ME2498'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE MAIN ENTRANCE TO THE
 ME2498'SCHOOL BUILDING AND 2 FEET
 ME2498'WEST OF THE WEST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK
 ME2498'IS STAMPED EDISON NO 1 1952.
 ME2498'
 ME2498'REFERENCE MARK NO. 2 IS 85 FEET EAST OF THE FLAG POLE AND 2 FEET
 ME2498'NORTH OF A GRAVEL SIDEWALK.
 ME2498'THE MARK IS FLUSH AND THE DISK IS STAMPED EDISON NO 2 1952.
 ME2498'
 ME2498'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 23
 ME2498'FEET WEST OF THE CENTER OF MOUNT
 ME2498'STREET AND 8 FEET SOUTH OF A WHITE WITNESS POST AND TELEPHONE POLE.
 ME2498'THE MARK IS FLUSH AND THE DISK IS
 ME2498'STAMPED EDISON 1952.
 ME2498'
 ME2498'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 20
 ME2498'FOR 0.25 MILE TO THE
 ME2498'INTERSECTION OF MOUNT STREET AND THE MARK AS DESCRIBED.
 ME2498'
 ME2498'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2498
 ME2498                          STATION RECOVERY (1952)
 ME2498
 ME2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ME2498'RECOVERED IN GOOD CONDITION.
 ME2498
 ME2498                          STATION RECOVERY (1955)
 ME2498
 ME2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2498'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 ME2498'ADEQUATE.
 ME2498
 ME2498                          STATION RECOVERY (1976)
 ME2498
 ME2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2498'RECOVERED AS DESCRIBED.
 ME2498
 ME2498                          STATION RECOVERY (1979)
 ME2498
 ME2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 ME2498'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 ME2498'DESCRIBED.
 ME2498
 ME2498                          STATION RECOVERY (1992)
 ME2498
 ME2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2498'IN GARY, AT THE INTERSECTION OF U.S. HIGHWAY 20 AND BURR STREET, 100.9
 ME2498'M (331.0 FT) WEST OF THE STREET CENTERLINE, 76.5 M (251.0 FT) NORTH
 ME2498'OF THE HIGHWAY CENTERLINE, 37.2 M (122.0 FT) SOUTH OF THE MAIN
 ME2498'ENTRANCE TO THE EDISON MIDDLE SCHOOL, 26.5 M (86.9 FT) SOUTH OF
 ME2498'REFERENCE MARK 1, 5.4 M (17.7 FT) SOUTH OF A FLAGPOLE, AND THE
 ME2498'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME2498
 ME2498                          STATION RECOVERY (2010)
 ME2498
 ME2498'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 ME2498'RECOVERED IN GOOD CONDITION.
 ME2498
 ME2498                          STATION RECOVERY (2019)
 ME2498
 ME2498'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2019 (KAB)
 ME2498'EDISON STATION MARK WAS FOUND IN GOOD CONDITION FLUSH WITH THE GROUND.
 ME2498'THE SCHOOL IS ABANDONED.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD
 ME2498'CONDITION FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 WAS FOUND IN
 ME2498'GOOD CONDITION 0.5 FT (15 CM) BELOW THE GROUND LEVEL.  EDISON AZIMUTH
 ME2498'MARK WAS NOT RECOVERED IN A SEARCH FOR IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3367 ***********************************************************************
 ME3367  DESIGNATION -  EDISON RM 1
 ME3367  PID         -  ME3367
 ME3367  STATE/COUNTY-  IN/LAKE
 ME3367  COUNTRY     -  US
 ME3367  USGS QUAD   -  HIGHLAND (2019)
 ME3367
 ME3367                         *CURRENT SURVEY CONTROL
 ME3367  ______________________________________________________________________
 ME3367* NAD 83(1986) POSITION- 41 36 10.40   (N) 087 24 17.08   (W)   HD_HELD1
 ME3367* NAVD 88 ORTHO HEIGHT -   181.252 (meters)      594.66  (feet) ADJUSTED
 ME3367  ______________________________________________________________________
 ME3367  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 ME3367  DYNAMIC HEIGHT  -        181.186 (meters)      594.44  (feet) COMP
 ME3367  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 ME3367
 ME3367  VERT ORDER      -  FIRST     CLASS II
 ME3367
 ME3367.The horizontal coordinates were determined by differentially corrected
 ME3367.hand held GPS observations or other comparable positioning techniques
 ME3367.and have an estimated accuracy of +/- 3 meters.
 ME3367
 ME3367.The orthometric height was determined by differential leveling and
 ME3367.adjusted by the NATIONAL GEODETIC SURVEY
 ME3367.in April 1995.
 ME3367
 ME3367.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3367.GEOID18 height accuracy estimate available here.
 ME3367
 ME3367.Click photographs - Photos may exist for this station.
 ME3367
 ME3367.The dynamic height is computed by dividing the NAVD 88
 ME3367.geopotential number by the normal gravity value computed on the
 ME3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3367.degrees latitude (g = 980.6199 gals.).
 ME3367
 ME3367.The modeled gravity was interpolated from observed gravity values.
 ME3367
 ME3367;                    North         East    Units  Estimated Accuracy
 ME3367;SPC IN W     -   705,562.5     873,206.8     MT  (+/- 3 meters HH1 GPS) 
 ME3367
 ME3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6627205766(NAD 83)
 ME3367
 ME3367                          SUPERSEDED SURVEY CONTROL
 ME3367
 ME3367  NGVD 29 (01/19/93)  181.359  (m)          595.01   (f) ADJUSTED    1 2
 ME3367
 ME3367.Superseded values are not recommended for survey control.
 ME3367
 ME3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3367.See file dsdata.pdf to determine how the superseded data were derived.
 ME3367
 ME3367_MARKER: DR = REFERENCE MARK DISK
 ME3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3367_STAMPING: EDISON NO 1 1952
 ME3367_MARK LOGO: CGS
 ME3367_PROJECTION: FLUSH
 ME3367_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3367+STABILITY: SURFACE MOTION
 ME3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3367+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME3367
 ME3367  HISTORY     - Date     Condition        Report By
 ME3367  HISTORY     - 1952     MONUMENTED       CGS
 ME3367  HISTORY     - 19920806 GOOD             NGS
 ME3367
 ME3367                          STATION DESCRIPTION
 ME3367
 ME3367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3367'IN GARY, AT THE INTERSECTION OF U.S. HIGHWAY 20 AND BURR STREET, 101.9
 ME3367'M (334.3 FT) WEST OF THE STREET CENTERLINE, 103.0 M (337.9 FT) NORTH
 ME3367'OF THE HIGHWAY CENTERLINE, 26.5 M (86.9 FT) NORTH OF TRIANGULATION
 ME3367'STATION EDISON, 21.2 M (69.6 FT) NORTH OF A FLAGPOLE, 17.2 M
 ME3367'(56.4 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE EDISON
 ME3367'MIDDLE SCHOOL, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2294 ***********************************************************************
 HZ2294  DESIGNATION -  EDWARD
 HZ2294  PID         -  HZ2294
 HZ2294  STATE/COUNTY-  IN/FLOYD
 HZ2294  COUNTRY     -  US
 HZ2294  USGS QUAD   -  GEORGETOWN (2019)
 HZ2294
 HZ2294                         *CURRENT SURVEY CONTROL
 HZ2294  ______________________________________________________________________
 HZ2294* NAD 83(1997) POSITION- 38 17 02.19451(N) 085 54 23.85182(W)   ADJUSTED
 HZ2294* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 HZ2294  ______________________________________________________________________
 HZ2294  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 HZ2294  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 HZ2294  HORZ ORDER      -  SECOND
 HZ2294
 HZ2294.The horizontal coordinates were established by classical geodetic methods
 HZ2294.and adjusted by the National Geodetic Survey in May 1999.
 HZ2294
 HZ2294.The orthometric height was scaled from a topographic map.
 HZ2294
 HZ2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2294.GEOID18 height accuracy estimate available here.
 HZ2294
 HZ2294.Click photographs - Photos may exist for this station.
 HZ2294
 HZ2294.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2294
 HZ2294. The following values were computed from the NAD 83(1997) position.
 HZ2294
 HZ2294;                    North         East     Units Scale Factor Converg.
 HZ2294;SPC IN E     -   337,037.640    79,006.033   MT  0.99997209   -0 08 55.2
 HZ2294;SPC IN E     - 1,105,764.32    259,205.63   sFT  0.99997209   -0 08 55.2
 HZ2294;UTM  16      - 4,237,885.170   595,625.410   MT  0.99971261   +0 40 38.9
 HZ2294
 HZ2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2294!SPC IN E     -   0.99996146  x   0.99997209  =   0.99993356
 HZ2294!UTM  16      -   0.99996146  x   0.99971261  =   0.99967409
 HZ2294
 HZ2294:                Primary Azimuth Mark                     Grid Az
 HZ2294:SPC IN E     -  EDWARD AZ MK                             309 47 57.0
 HZ2294:UTM  16      -  EDWARD AZ MK                             308 58 22.9
 HZ2294
 HZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9562537885(NAD 83)
 HZ2294
 HZ2294|---------------------------------------------------------------------|
 HZ2294| PID    Reference Object                     Distance      Geod. Az  |
 HZ2294|                                                           dddmmss.s |
 HZ2294| HZ1350 EDWARD RM 1                          24.901 METERS 01656     |
 HZ2294| HZ1348 EDWARD 2                             23.582 METERS 11819     |
 HZ2294| CG8574 EDWARD AZ MK                                       3093901.8 |
 HZ2294|---------------------------------------------------------------------|
 HZ2294
 HZ2294                          SUPERSEDED SURVEY CONTROL
 HZ2294
 HZ2294  NAD 83(1993)-  38 17 02.19355(N)    085 54 23.85431(W) AD(       ) 2
 HZ2294  NAD 83(1986)-  38 17 02.19727(N)    085 54 23.86092(W) AD(       ) 2
 HZ2294  NAD 27      -  38 17 01.95400(N)    085 54 23.98500(W) AD(       ) 2
 HZ2294
 HZ2294.Superseded values are not recommended for survey control.
 HZ2294
 HZ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2294.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2294
 HZ2294_MARKER: DS = TRIANGULATION STATION DISK
 HZ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2294_STAMPING: EDWARD 1947
 HZ2294_MARK LOGO: CGS
 HZ2294_PROJECTION: FLUSH
 HZ2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2294+STABILITY: SURFACE MOTION
 HZ2294
 HZ2294  HISTORY     - Date     Condition        Report By
 HZ2294  HISTORY     - 1947     MONUMENTED       CGS
 HZ2294  HISTORY     - 1948     SEE DESCRIPTION  CGS
 HZ2294
 HZ2294                          STATION DESCRIPTION
 HZ2294
 HZ2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2294'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 62 AND 64 IN
 HZ2294'THE SMALL SETTLEMENT OF EDWARDSVILLE, WHICH IS ABOUT 5 MILES WEST
 HZ2294'OF NEW ALBANY. THE STATION IS IN THE SOUTHWEST ANGLE OF THE
 HZ2294'INTERSECTION. IT IS 145 FEET WEST OF CENTERLINE OF STATE HIGHWAY
 HZ2294'62, 36 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, AND 18.2
 HZ2294'FEET EAST OF A CONCRETE RIGHT-OF-WAY POST. THE MARK IS SET FLUSH
 HZ2294'WITH THE GROUND, AND THE DISK IS STAMPED EDWARD 1947.
 HZ2294'
 HZ2294'REFERENCE MARK NO. 1 IS 81.70 FEET NORTH-NORTHEAST OF THE STATION, 44
 HZ2294'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF
 HZ2294'A TELEPHONE POLE. THE MARK IS SET FLUSH WITH THE GROUND, AND THE DISK
 HZ2294'IS STAMPED EDWARD NO 1 1947.
 HZ2294'
 HZ2294'REFERENCE MARK NO. 2 IS 77.37 FEET EAST-SOUTHEAST OF THE STATION AND
 HZ2294'44 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST.  THE MARK PROJECTS
 HZ2294'4 INCHES, AND THE DISK IS STAMPED EDWARD NO 2 1947.
 HZ2294'
 HZ2294'THE AZIMUTH MARK IS 0.45 MILE WEST-NORTHWEST OF THE STATION VIA STATE
 HZ2294'HIGHWAY 64. IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 HZ2294'HIGHWAY, 3 FEET NORTHEAST OF A TELEPHONE POLE, AND 1.8 FEET NORTH OF
 HZ2294'A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2294'STAMPED EDWARD 1947.
 HZ2294'
 HZ2294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2294
 HZ2294                          STATION RECOVERY (1948)
 HZ2294
 HZ2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 HZ2294'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HZ2294'CONDITION.  DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 HZ2294'FOUND TO BE CORRECT. DUE TO THE CONSTRUCTION OF A STORE AND SERVICE
 HZ2294'STATION THIS STATION WAS DESTROYED AND EDWARD 2 WAS
 HZ2294'ESTABLISHED AND SET DIRECTLY OVER REFERENCE MARK NO. 2 HOLDING ITS
 HZ2294'POSITION. THE AZIMUTH MARK
 HZ2294'AND REFERENCE MARK NO. 1 WAS NOT MOVED AND A NEW REFERENCE MARK
 HZ2294'EDWARD 2 NO.  3 1948 WAS SET AT THIS TIME.
 HZ2294'
 HZ2294'OBSERVATIONS COULD NOT BE MADE FROM THE STATION TO THE AZIMUTH MARK
 HZ2294'AS IT WOULD REQUIRE ABOUT A 30 FOOT TOWER.
 HZ2294'
 HZ2294'STATION MARK DISK STAMPED EDWARD 1947 AND REFERENCE MARK DISK STAMPED
 HZ2294'EDWARD NO 2 1947 RECEIVED AT THIS OFFICE 7/2/48.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1348 ***********************************************************************
 HZ1348  FBN         -  This is a Federal Base Network Control Station.
 HZ1348  DESIGNATION -  EDWARD 2
 HZ1348  PID         -  HZ1348
 HZ1348  STATE/COUNTY-  IN/FLOYD
 HZ1348  COUNTRY     -  US
 HZ1348  USGS QUAD   -  GEORGETOWN (2019)
 HZ1348
 HZ1348                         *CURRENT SURVEY CONTROL
 HZ1348  ______________________________________________________________________
 HZ1348* NAD 83(2011) POSITION- 38 17 01.83100(N) 085 54 22.99645(W)   ADJUSTED
 HZ1348* NAD 83(2011) ELLIP HT-   246.250 (meters)        (06/27/12)   ADJUSTED
 HZ1348* NAD 83(2011) EPOCH   -  2010.00
 HZ1348* NAVD 88 ORTHO HEIGHT -   279.530 (meters)      917.09  (feet) ADJUSTED
 HZ1348  ______________________________________________________________________
 HZ1348  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 HZ1348  NAD 83(2011) X  -    357,870.927 (meters)                     COMP
 HZ1348  NAD 83(2011) Y  - -5,000,374.188 (meters)                     COMP
 HZ1348  NAD 83(2011) Z  -  3,930,375.625 (meters)                     COMP
 HZ1348  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 HZ1348  DYNAMIC HEIGHT  -        279.337 (meters)      916.46  (feet) COMP
 HZ1348  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 HZ1348
 HZ1348  VERT ORDER      -  FIRST     CLASS II
 HZ1348
 HZ1348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1348  Standards:
 HZ1348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1348  -------------------------------------------------------------------
 HZ1348  NETWORK    0.56   1.22           0.25   0.20   0.62     -0.03746495
 HZ1348  -------------------------------------------------------------------
 HZ1348  Click here for local accuracies and other accuracy information.
 HZ1348
 HZ1348.The horizontal coordinates were established by GPS observations
 HZ1348.and adjusted by the National Geodetic Survey in June 2012.
 HZ1348
 HZ1348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1348.been affixed to the stable North American tectonic plate. See 
 HZ1348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1348
 HZ1348.The horizontal coordinates are valid at the epoch date displayed above
 HZ1348.which is a decimal equivalence of Year/Month/Day.
 HZ1348
 HZ1348.The orthometric height was determined by differential leveling and
 HZ1348.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1348.in June 1991.
 HZ1348
 HZ1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1348.GEOID18 height accuracy estimate available here.
 HZ1348
 HZ1348.Click photographs - Photos may exist for this station.
 HZ1348
 HZ1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1348
 HZ1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1348
 HZ1348.The ellipsoidal height was determined by GPS observations
 HZ1348.and is referenced to NAD 83.
 HZ1348
 HZ1348.The dynamic height is computed by dividing the NAVD 88
 HZ1348.geopotential number by the normal gravity value computed on the
 HZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1348.degrees latitude (g = 980.6199 gals.).
 HZ1348
 HZ1348.The modeled gravity was interpolated from observed gravity values.
 HZ1348
 HZ1348. The following values were computed from the NAD 83(2011) position.
 HZ1348
 HZ1348;                    North         East     Units Scale Factor Converg.
 HZ1348;SPC IN E     -   337,026.378    79,026.792   MT  0.99997208   -0 08 54.7
 HZ1348;SPC IN E     - 1,105,727.38    259,273.73   sFT  0.99997208   -0 08 54.7
 HZ1348;UTM  16      - 4,237,874.211   595,646.324   MT  0.99971266   +0 40 39.4
 HZ1348
 HZ1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1348!SPC IN E     -   0.99996136  x   0.99997208  =   0.99993344
 HZ1348!UTM  16      -   0.99996136  x   0.99971266  =   0.99967403
 HZ1348
 HZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9564637874(NAD 83)
 HZ1348
 HZ1348|---------------------------------------------------------------------|
 HZ1348| PID    Reference Object                     Distance      Geod. Az  |
 HZ1348|                                                           dddmmss.s |
 HZ1348| CG8575 EDWARD 2 RM 3                        23.560 METERS 23841     |
 HZ1348| HZ1349 EDWARD 2 RM 4                         8.461 METERS 26956     |
 HZ1348| HZ2294 EDWARD                               23.582 METERS 29819     |
 HZ1348| HZ1350 EDWARD RM 1                          37.497 METERS 33854     |
 HZ1348|---------------------------------------------------------------------|
 HZ1348
 HZ1348                          SUPERSEDED SURVEY CONTROL
 HZ1348
 HZ1348  NAD 83(2007)-  38 17 01.83110(N)    085 54 22.99717(W) AD(2002.00) 0
 HZ1348  ELLIP H (02/10/07)  246.274  (m)                       GP(2002.00)    
 HZ1348  ELLIP H (01/19/05)  246.279  (m)                       GP(       ) 4 1
 HZ1348  NAD 83(1997)-  38 17 01.83167(N)    085 54 22.99745(W) AD(       ) B
 HZ1348  ELLIP H (04/10/98)  246.336  (m)                       GP(       ) 4 1
 HZ1348  NAD 83(1993)-  38 17 01.83077(N)    085 54 23.00010(W) AD(       ) 2
 HZ1348  NAD 83(1986)-  38 17 01.83449(N)    085 54 23.00672(W) AD(       ) 2
 HZ1348  NAD 27      -  38 17 01.59100(N)    085 54 23.13100(W) AD(       ) 2
 HZ1348  NAVD 88             279.53   (m)          917.1    (f) LEVELING    3  
 HZ1348  NGVD 29 (??/??/92)  279.664  (m)          917.53   (f) ADJ UNCH    1 2
 HZ1348  NGVD 29             279.66   (m)          917.5    (f) LEVELING    3  
 HZ1348
 HZ1348.Superseded values are not recommended for survey control.
 HZ1348
 HZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1348.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1348
 HZ1348_MARKER: DS = TRIANGULATION STATION DISK
 HZ1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1348_STAMPING: EDWARD 2 1948
 HZ1348_MARK LOGO: CGS
 HZ1348_PROJECTION: RECESSED 10 CENTIMETERS
 HZ1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1348+STABILITY: SURFACE MOTION
 HZ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1348+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 HZ1348
 HZ1348  HISTORY     - Date     Condition        Report By
 HZ1348  HISTORY     - 1948     MONUMENTED       CGS
 HZ1348  HISTORY     - 1965     GOOD             CGS
 HZ1348  HISTORY     - 1965     GOOD             CGS
 HZ1348  HISTORY     - 1973     GOOD             NGS
 HZ1348  HISTORY     - 1973     GOOD             NGS
 HZ1348  HISTORY     - 19970826 GOOD             SEC
 HZ1348  HISTORY     - 20030617 GOOD             NGS
 HZ1348  HISTORY     - 20031105 GOOD             SEC
 HZ1348  HISTORY     - 20110706 GOOD             INDIV
 HZ1348  HISTORY     - 20151201 GOOD             INDOT
 HZ1348  HISTORY     - 20200210 GOOD             BEAM
 HZ1348  HISTORY     - 20230518 GOOD             INDOT
 HZ1348
 HZ1348                          STATION DESCRIPTION
 HZ1348
 HZ1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 HZ1348'STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 62 AND 64 IN THE
 HZ1348'SMALL SETTLEMENT OF EDWARDSVILLE, WHICH IS ABOUT 5 MILES WEST
 HZ1348'OF NEW ALBANY. IT IS IDENTICAL WITH EDWARD NO. 2 1947 AND IS 76 FEET
 HZ1348'EAST OF THE SOUTHEAST CORNER OF THE BRICK STORE, 72 FEET SOUTH OF
 HZ1348'THE CENTER OF HIGHWAY 64, 70 FEET NORTH OF THE CENTER OF HIGHWAY 62
 HZ1348'AND 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE. THE
 HZ1348'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EDWARD 2 1948.
 HZ1348'
 HZ1348'REFERENCE MARK NO. 1 IS 123.00 FEET NORTH OF THE STATION. IT IS 44
 HZ1348'FEET NORTHEAST OF THE CENTER OF HIGHWAY 64 AND 2 FEET WEST OF A
 HZ1348'TELEPHONE POLE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HZ1348'STAMPED EDWARD NO. 1 1947.
 HZ1348'
 HZ1348'REFERENCE MARK NO. 3 IS 77.30 FEET WEST OF THE STATION AT THE
 HZ1348'SOUTHEAST CORNER OF THE STORE AND 78 FEET NORTH OF THE CENTER OF
 HZ1348'HIGHWAY 62. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ1348'EDWARD NO 3 1948.
 HZ1348'
 HZ1348'AZIMUTH MARK IS 0.45 MILE WEST-NORTHWEST OF THE STATION ON THE SOUTH
 HZ1348'SIDE OF HIGHWAY 64. IT IS 36 FEET SOUTH OF THE CENTER OF THE
 HZ1348'HIGHWAY, 3 FEET NORTHEAST OF A TELEPHONE POLE AND 1.8 FEET NORTH OF A
 HZ1348'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HZ1348'EDWARD 1947.
 HZ1348'
 HZ1348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ1348
 HZ1348                          STATION RECOVERY (1965)
 HZ1348
 HZ1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HZ1348'THE STATION MARK, STAMPED EDWARD 2 1948, IS ABOUT 3.0 MILES EAST
 HZ1348'ALONG THE SOUTHERN RAILROAD FROM THE UNITED BRETHERN CHURCH AT
 HZ1348'GEORGETOWN, THENCE 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 64, IN
 HZ1348'SECTION 1, T 3 S, R 5 E, AT THE INTERSECTION OF U.S.
 HZ1348'HIGHWAY 460 AND STATE HIGHWAYS 64 AND 62, AT THE SMALL SETTLEMENT OF
 HZ1348'EDWARDSVILLE, 76 FEET EAST OF THE SOUTHEAST CORNER OF HITNERS
 HZ1348'BRICK STORE BUILDING, 72 FEET SOUTH OF THE CENTER LINE OF STATE
 HZ1348'HIGHWAY 64, 70 FEET NORTH OF THE CENTER LINE OF HIGHWAYS 460
 HZ1348'AND 62, 23 FEET EAST OF THE EAST CORNER OF A CONCRETE BOX AROUND A
 HZ1348'WELL, ABOUT LEVEL WITH THE HIGHWAYS, SET IN THE TOP OF A
 HZ1348'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
 HZ1348'
 HZ1348'R.M. 1, STAMPED EDWARD NO 1 1947, IS 123 FEET NORTH AND ACROSS STATE
 HZ1348'HIGHWAY 64 FROM EDWARD 2 1948, 44 FEET NORTHEAST OF THE CENTER
 HZ1348'LINE OF STATE HIGHWAY 64, 2 FEET WEST OF A TELEPHONE POLE, ABOUT
 HZ1348'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HZ1348'FLUSH WITH THE GROUND.
 HZ1348'
 HZ1348'R.M. 3 WAS SEARCHED FOR BUT NOT RECOVERED.
 HZ1348'
 HZ1348'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 HZ1348
 HZ1348                          STATION RECOVERY (1965)
 HZ1348
 HZ1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1348'4.1 MI E FROM GEORGETOWN.
 HZ1348'ABOUT 3.0 MILES EAST ALONG THE SOURR            FROM THE UNITED
 HZ1348'BRETHERN CHURCH AT GEORGETOWN, THENCE 1.1 MILES SOUTHEAST ALONG
 HZ1348'STATE HIGHWAY 64, IN SECTION 1, T 3 S, R 5 E, AT THE INTERSECTION
 HZ1348'OF U.S. HIGHWAY 460 AND STATE HIGHWAYS 64 AND 62, AT THE SMALL
 HZ1348'SETTLEMENT O EDWARDSVILLE, 76 FEET EAST OF THE SOUTHEAST CORNER
 HZ1348'OF HITNERS BRICK STORE BUILDING, 72 FEET SOUTH OF THE CENTER LINE
 HZ1348'OF STATE HIGHWAY 64, 70 FEET NORTH OF THE CENTER LINE OF U.S.
 HZ1348'HIGHWAY 460 AND STATE HIGHWAY 62, 23 FEET EAST OF THE EAST CORNER
 HZ1348'OF A CONCRETE BOX AROUND A WELL, ABOUT LEVEL WITH THE HIGHWAYS,
 HZ1348'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 4 INCHES BELOW
 HZ1348'THE SURFACE OF THE GROUND.
 HZ1348
 HZ1348                          STATION RECOVERY (1973)
 HZ1348
 HZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HZ1348'THE STATION MARK WAS FOUND IN GOOD CONDITION. REFERENCE MARK 1 WAS
 HZ1348'FOUND TO BE LEANING SLIGHTLY TO THE EAST. THE DISTANCE TO
 HZ1348'REFERENCE MARK 1 CHECKED. REFERENCE MARK 3 SITE HAS BEEN PAVED OVER
 HZ1348'AND NO ATTEMPT WAS MADE TO DIG IT UP.  THE AZIMUTH MARK WAS
 HZ1348'SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 HZ1348'REFERENCE MARK 4 WAS SET. A NEW DESCRIPTION FOLLOWS-
 HZ1348'
 HZ1348'THE STATION IS LOCATED AT EDWARDSVILLE, 76 FEET EAST OF THE SOUTHEAST
 HZ1348'CORNER OF HITNERS GROCERY STORE, 72 FEET SOUTH OF THE CENTERLINE
 HZ1348'OF ROAD OLD HIGHWAY 64, 70 FEET NORTH OF THE CENTERLINE OF ROAD OLD
 HZ1348'HIGHWAY 62 AND 23 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 HZ1348'CONCRETE WELL COVER. THE MONUMENT IS 4 INCHES UNDERGROUND AND THE
 HZ1348'DISK IS STAMPED EDWARD 2 1948.
 HZ1348'
 HZ1348'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 HZ1348'STATE HIGHWAYS 62 AND 64 AND 460, GO SOUTHEAST ON HIGHWAY 460 AND
 HZ1348'62 FOR 0.3 MILE TO A ROAD LEFT. TURN LEFT AND GO EASTERLY ON THE
 HZ1348'PAVED ROAD FOR 0.1 MILE TO THE STATION AT ROAD INTERSECTION.
 HZ1348'
 HZ1348'REFERENCE MARK 1 IS 44 FEET NORTHEAST OF THE CENTERLINE OF PAVED
 HZ1348'ROAD OLD HIGHWAY 64 AND 2 FEET WEST OF A TELEPHONE
 HZ1348'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EDWARD NO 1 1947.
 HZ1348'
 HZ1348'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EDWARD 2 1948 NO 4 1973
 HZ1348'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 6 X 6 FOOT
 HZ1348'SQUARE CONCRETE WELL COVER WHICH PROJECTS ABOUT 1 FOOT, 53 FEET EAST
 HZ1348'OF THE SOUTHEAST CORNER OF THE STORE AND 14 FEET SOUTHEAST OF A
 HZ1348'UTILITY POLE WITH A LIGHT.
 HZ1348'
 HZ1348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT EDWARDSVILLE.
 HZ1348'
 HZ1348'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ1348
 HZ1348                          STATION RECOVERY (1973)
 HZ1348
 HZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HZ1348'RECOVERED IN GOOD CONDITION.
 HZ1348
 HZ1348                          STATION RECOVERY (1997)
 HZ1348
 HZ1348'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1348'THE STATION IS LOCATED IN EDWARDSVILLE, ON CORYDON PIKE ROAD ABOUT 5
 HZ1348'MILES (8.0 KM) WEST OF NEW ALBANY.  FOR ACCESS CONTACT JASON AT
 HZ1348'812-945-1686, PRIVATE RESIDENCE, FORMERLY HITNERS GROCERY STORE.  TO
 HZ1348'REACH THE STATION FROM THE JUNCTION OF I-64, STATE ROAD 62 AND 64, GO
 HZ1348'SOUTH ON STATE ROAD 62 FOR 0.3 MILES (0.5 KM) TO THE SECOND ROAD OR
 HZ1348'TURN ON THE LEFT (EAST SIDE OF THE ROAD).  TURN LEFT AND GO EASTERLY
 HZ1348'ON CORYDON PIKE FOR APPROXIMATELY 0.1 MILES (0.2 KM) TO THE STATION,
 HZ1348'ON THE SOUTH SIDE OF CORYDON PIKE.  YOU WILL PASS QUARRY ROAD ON THE
 HZ1348'LEFT (NORTH SIDE OF THE ROAD) FIRST, THEN THE STATION IS LOCATED IN A
 HZ1348'YARD ON THE RIGHT (SOUTH SIDE).  LOCATED AT EDWARDSVILLE, 63 FEET
 HZ1348'(19.2 M) SOUTH OF THE CENTERLINE OF CORYDON PIKE, 73 FEET (22.3 M)
 HZ1348'NORTH OF THE CENTERLINE OF A ROAD, 23 FEET (7.0 M) EAST OF THE
 HZ1348'SOUTHEAST CORNER OF A LARGE CONCRETE WELL COVER RECESSED 10 CM BELOW
 HZ1348'GROUND.  VERIFIED NGS REMARKS FROM 1973 REGARDING REFERENCE MARKS 1
 HZ1348'AND 4.  REFERENCE MARK 1 IS 44 FEET (13.4 M) NORTHEAST OF THE
 HZ1348'CENTERLINE OF PAVED ROAD (OLD HIGHWAY 64) AND 2 FEET (0.6 M) WEST OF A
 HZ1348'TELEPHONE POLE.  THE MONUMENT IS FLUSH WITH GROUND AND THE DISK IS
 HZ1348'STAMPED EDWARD NO 1 1947.  REFERENCE MARK 4 IS A STANDARD DISK STAMPED
 HZ1348'EDWARD 2 1948 NO 4 1973, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER
 HZ1348'OF A 6 FT (1.8 M) X 6 FT (1.8 M) SQUARE CONCRETE WELL COVER WHICH
 HZ1348'PROJECTS ABOUT 1 FOOT (0.3 M) ABOVE GROUND, 53 FEET (16.2 M) EAST OF
 HZ1348'THE SOUTHEAST CORNER OF THE FORMER STORE (NOW RESIDENTIAL PROPERTY)
 HZ1348'AND 14 FEET (4.3 M) SOUTHEAST OF A UTILITY POLE WITH A LIGHT.  THERE
 HZ1348'IS A WITNESS POST APPROXIMATELY 35 FEET (10.7 M) AWAY, BEARING 290
 HZ1348'DEGREES.
 HZ1348
 HZ1348                          STATION RECOVERY (2003)
 HZ1348
 HZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 HZ1348'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 HZ1348'
 HZ1348'THE CONTACT IS NOW MARSHALL OR SYLVIA AT THE SAME PHONE NUMBER.
 HZ1348'
 HZ1348'TO REACH THE STATION FROM THE CENTER OF THE UNDERPASS AT THE JUNCTION
 HZ1348'OF INTERSTATE  HIGHWAY 64 AND STATE HIGHWAYS 62 AND WEST (EXIT 118),
 HZ1348'GO SOUTHEAST ON HIGHWAY  62 FOR 0.3 MI TO THE SECOND ROAD OR TURN ON
 HZ1348'THE LEFT (EAST SIDE OF THE ROAD).  TURN LEFT  AND GO EAST ON CORYDON
 HZ1348'PIKE FOR 0.1 MI TO THE STATION ON THE RIGHT (SOUTH).
 HZ1348'
 HZ1348'THE STATION IS 38.5 FT EAST-SOUTHEAST OF A METAL WITNESS SIGN ATTACHED
 HZ1348'TO A SHORT UTILITY  POLE.
 HZ1348
 HZ1348                          STATION RECOVERY (2003)
 HZ1348
 HZ1348'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2003 (JRM)
 HZ1348'RECOVERED AS DESCRIBED
 HZ1348
 HZ1348                          STATION RECOVERY (2011)
 HZ1348
 HZ1348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 HZ1348'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 HZ1348
 HZ1348                          STATION RECOVERY (2015)
 HZ1348
 HZ1348'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 HZ1348'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF LANESVILLE,
 HZ1348'4.5 MI (7.2 KM) WEST OF NEW ALBANY AND 3.8 MI (6.2 KM) EAST OF
 HZ1348'GEORGETOWN.
 HZ1348'
 HZ1348'TO REACH FROM THE INTERSECTION OF I-64 AND STATE ROUTE 62 (EXIT 118),
 HZ1348'PROCEED SOUTH ON STATE ROUTE 62 APPROXIMATELY 0.3 MI (0.5 KM) TO OHIO
 HZ1348'RIVER SCENIC BYWAY. TURN LEFT (EAST) AND PROCEED 0.1 MI (0.2 KM) TO
 HZ1348'THE STATION ON THE RIGHT (SOUTH).
 HZ1348'
 HZ1348'THE STATION IS LOCATED IN A YARD, 63 FT (19.2 M) SOUTH OF THE
 HZ1348'CENTERLINE OF OHIO RIVER SCENIC BYWAY, 73 FT (22.3 M) NORTHWEST OF THE
 HZ1348'CENTERLINE OF OLD CROYDON PIKE, 28 FT (8.5 M) EAST OF THE SOUTH CORNER
 HZ1348'OF A CONCRETE WELL COVER, AND IS RECESSED 4 INCHES (10 CM) BELOW THE
 HZ1348'SURFACE.
 HZ1348
 HZ1348                          STATION RECOVERY (2020)
 HZ1348
 HZ1348'RECOVERY NOTE BY BEAM LONGEST AND NEFF INCORPORATED 2020 (DB)
 HZ1348'RECOVERED IN GOOD CONDITION.
 HZ1348
 HZ1348                          STATION RECOVERY (2023)
 HZ1348
 HZ1348'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ1348'MARK WAS RECOVERED IN GOOD CONDITION USING THE DIRECTIONS ON THE
 HZ1348'NATIONAL GEODETIC SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1349 ***********************************************************************
 HZ1349  DESIGNATION -  EDWARD 2 RM 4
 HZ1349  PID         -  HZ1349
 HZ1349  STATE/COUNTY-  IN/FLOYD
 HZ1349  COUNTRY     -  US
 HZ1349  USGS QUAD   -  GEORGETOWN (2019)
 HZ1349
 HZ1349                         *CURRENT SURVEY CONTROL
 HZ1349  ______________________________________________________________________
 HZ1349* NAD 83(1986) POSITION- 38 17 01.83   (N) 085 54 23.34   (W)   HD_HELD1
 HZ1349* NAVD 88 ORTHO HEIGHT -   280.29  (meters)      919.6   (feet) RESET
 HZ1349  ______________________________________________________________________
 HZ1349  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 HZ1349  VERT ORDER      -  THIRD
 HZ1349
 HZ1349.The horizontal coordinates were determined by differentially corrected
 HZ1349.hand held GPS observations or other comparable positioning techniques
 HZ1349.and have an estimated accuracy of +/- 3 meters.
 HZ1349
 HZ1349.The orthometric height was computed from unverified reset data.
 HZ1349
 HZ1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1349.GEOID18 height accuracy estimate available here.
 HZ1349
 HZ1349.Click photographs - Photos may exist for this station.
 HZ1349
 HZ1349;                    North         East    Units  Estimated Accuracy
 HZ1349;SPC IN E     -   337,026.4      79,018.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1349
 HZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9563737874(NAD 83)
 HZ1349
 HZ1349                          SUPERSEDED SURVEY CONTROL
 HZ1349
 HZ1349  NGVD 29 (??/??/??)  280.42   (m)          920.0    (f) RESET       3  
 HZ1349
 HZ1349.Superseded values are not recommended for survey control.
 HZ1349
 HZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1349.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1349
 HZ1349_MARKER: DR = REFERENCE MARK DISK
 HZ1349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1349_SP_SET: WELL COVER
 HZ1349_STAMPING: EDWARD 2 1948 NO 4 1973
 HZ1349_MARK LOGO: CGS
 HZ1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1349
 HZ1349  HISTORY     - Date     Condition        Report By
 HZ1349  HISTORY     - 1973     MONUMENTED       NGS
 HZ1349
 HZ1349                          STATION DESCRIPTION
 HZ1349
 HZ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HZ1349'AT EDWARDSVILLE.
 HZ1349'0.3 MILE SOUTHEAST ON HIGHWAY 62 AND 460, FROM THEIR JUNCTION WITH
 HZ1349'INTERSTATE HIGHWAY 64 AND HIGHWAY 64 AT EDWARDSVILLE, THENCE
 HZ1349'EASTERLY ON PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT, A
 HZ1349'STANDARD DISK SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 HZ1349'6 X 6 FOOT CONCRETE SQUARE WELL COVER PROJECTING ABOUT 1 FOOT,
 HZ1349'53 FEET EAST OF THE SOUTHEAST CORNER OF HITNERS GROCERY STORE AND
 HZ1349'14 SOUTHEAST OF A UTILITY POLE WITH A LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1350 ***********************************************************************
 HZ1350  DESIGNATION -  EDWARD RM 1
 HZ1350  PID         -  HZ1350
 HZ1350  STATE/COUNTY-  IN/FLOYD
 HZ1350  COUNTRY     -  US
 HZ1350  USGS QUAD   -  GEORGETOWN (2019)
 HZ1350
 HZ1350                         *CURRENT SURVEY CONTROL
 HZ1350  ______________________________________________________________________
 HZ1350* NAD 83(1986) POSITION- 38 17 02.97   (N) 085 54 23.55   (W)   HD_HELD1
 HZ1350* NAVD 88 ORTHO HEIGHT -   280.306 (meters)      919.64  (feet) ADJUSTED
 HZ1350  ______________________________________________________________________
 HZ1350  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 HZ1350  DYNAMIC HEIGHT  -        280.113 (meters)      919.00  (feet) COMP
 HZ1350  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 HZ1350
 HZ1350  VERT ORDER      -  FIRST     CLASS II
 HZ1350
 HZ1350.The horizontal coordinates were determined by differentially corrected
 HZ1350.hand held GPS observations or other comparable positioning techniques
 HZ1350.and have an estimated accuracy of +/- 3 meters.
 HZ1350
 HZ1350.The orthometric height was determined by differential leveling and
 HZ1350.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1350.in June 1991.
 HZ1350
 HZ1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1350.GEOID18 height accuracy estimate available here.
 HZ1350
 HZ1350.Click photographs - Photos may exist for this station.
 HZ1350
 HZ1350.The dynamic height is computed by dividing the NAVD 88
 HZ1350.geopotential number by the normal gravity value computed on the
 HZ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1350.degrees latitude (g = 980.6199 gals.).
 HZ1350
 HZ1350.The modeled gravity was interpolated from observed gravity values.
 HZ1350
 HZ1350;                    North         East    Units  Estimated Accuracy
 HZ1350;SPC IN E     -   337,061.5      79,013.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1350
 HZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9563237909(NAD 83)
 HZ1350
 HZ1350                          SUPERSEDED SURVEY CONTROL
 HZ1350
 HZ1350  NGVD 29 (??/??/92)  280.440  (m)          920.08   (f) ADJ UNCH    1 2
 HZ1350
 HZ1350.Superseded values are not recommended for survey control.
 HZ1350
 HZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1350.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1350
 HZ1350_MARKER: DR = REFERENCE MARK DISK
 HZ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1350_STAMPING: EDWARD NO 1 1947
 HZ1350_MARK LOGO: CGS
 HZ1350_PROJECTION: FLUSH
 HZ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1350+STABILITY: SURFACE MOTION
 HZ1350
 HZ1350  HISTORY     - Date     Condition        Report By
 HZ1350  HISTORY     - 1947     MONUMENTED       CGS
 HZ1350  HISTORY     - 1965     GOOD             CGS
 HZ1350  HISTORY     - 1973     POOR             NGS
 HZ1350
 HZ1350                          STATION DESCRIPTION
 HZ1350
 HZ1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1350'4.1 MI E FROM GEORGETOWN.
 HZ1350'ABOUT 3.0 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 HZ1350'BRETHERN CHURCH AT GEORGETOWN, THENCE 1.1 MILES SOUTHEAST ALONG
 HZ1350'STATE HIGHWAY 64, IN SECTION 1, T 3 S, R 5 E, AT THE INTERSECTION
 HZ1350'OF U.S. HIGHWAY 460 AND STATE HIGHWAYS 64 AND 62, AT THE SMALL
 HZ1350'SETTLEMENT OF EDWARDSVILLE, 123 FEET NORTH AND ACROSS STATE
 HZ1350'HIGHWAY 64 FROM EDWARD 2 1948 44 FEET NORTHEAST OF THE CENTER LINE
 HZ1350'OF STATE HIGHWAY 64, 2 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL
 HZ1350'WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1350'GROUND.
 HZ1350
 HZ1350                          STATION RECOVERY (1973)
 HZ1350
 HZ1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HZ1350'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2236 ***********************************************************************
 LA2236  DESIGNATION -  EEL
 LA2236  PID         -  LA2236
 LA2236  STATE/COUNTY-  IN/WABASH
 LA2236  COUNTRY     -  US
 LA2236  USGS QUAD   -  ROANN (2019)
 LA2236
 LA2236                         *CURRENT SURVEY CONTROL
 LA2236  ______________________________________________________________________
 LA2236* NAD 83(1997) POSITION- 40 54 42.25058(N) 085 53 20.62946(W)   ADJUSTED
 LA2236* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 LA2236  ______________________________________________________________________
 LA2236  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 LA2236  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 LA2236  HORZ ORDER      -  FIRST
 LA2236
 LA2236.The horizontal coordinates were established by classical geodetic methods
 LA2236.and adjusted by the National Geodetic Survey in May 1999.
 LA2236
 LA2236.The orthometric height was scaled from a topographic map.
 LA2236
 LA2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2236.GEOID18 height accuracy estimate available here.
 LA2236
 LA2236.Click photographs - Photos may exist for this station.
 LA2236
 LA2236.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2236
 LA2236. The following values were computed from the NAD 83(1997) position.
 LA2236
 LA2236;                    North         East     Units Scale Factor Converg.
 LA2236;SPC IN E     -   628,780.380    81,264.260   MT  0.99997099   -0 08 44.3
 LA2236;SPC IN E     - 2,062,923.63    266,614.49   sFT  0.99997099   -0 08 44.3
 LA2236;UTM  16      - 4,529,553.063   593,556.814   MT  0.99970773   +0 43 39.4
 LA2236
 LA2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2236!SPC IN E     -   0.99996804  x   0.99997099  =   0.99993903
 LA2236!UTM  16      -   0.99996804  x   0.99970773  =   0.99967577
 LA2236
 LA2236:                Primary Azimuth Mark                     Grid Az
 LA2236:SPC IN E     -  EEL AZ MK                                294 24 16.4
 LA2236:UTM  16      -  EEL AZ MK                                293 31 52.7
 LA2236
 LA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9355629553(NAD 83)
 LA2236
 LA2236|---------------------------------------------------------------------|
 LA2236| PID    Reference Object                     Distance      Geod. Az  |
 LA2236|                                                           dddmmss.s |
 LA2236| CF2806 EEL RM 2                             32.513 METERS 05018     |
 LA2236| LA2221 URBANA ST PETERS EVAN CH SPIRE      APPROX. 8.3 KM 1005950.0 |
 LA2236| CF2804 EEL AZ MK                                          2941532.1 |
 LA2236| CF2805 EEL RM 1                             34.701 METERS 30213     |
 LA2236|---------------------------------------------------------------------|
 LA2236
 LA2236                          SUPERSEDED SURVEY CONTROL
 LA2236
 LA2236  NAD 83(1986)-  40 54 42.25508(N)    085 53 20.64113(W) AD(       ) 1
 LA2236  NAD 27      -  40 54 42.09610(N)    085 53 20.68080(W) AD(       ) 1
 LA2236
 LA2236.Superseded values are not recommended for survey control.
 LA2236
 LA2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2236.See file dsdata.pdf to determine how the superseded data were derived.
 LA2236
 LA2236_MARKER: DS = TRIANGULATION STATION DISK
 LA2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2236_STAMPING: EEL 1947
 LA2236_MARK LOGO: CGS
 LA2236_PROJECTION: FLUSH
 LA2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2236+STABILITY: SURFACE MOTION
 LA2236
 LA2236  HISTORY     - Date     Condition        Report By
 LA2236  HISTORY     - 1947     MONUMENTED       CGS
 LA2236  HISTORY     - 1948     GOOD             CGS
 LA2236  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LA2236  HISTORY     - 1969     GOOD             CGS
 LA2236
 LA2236                          STATION DESCRIPTION
 LA2236
 LA2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2236'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WABASH ON THE EAST SIDE
 LA2236'OF STATE HIGHWAY 15 AND 0.1 MILE SOUTH OF THE JUNCTION OF STATE
 LA2236'HIGHWAYS 15 AND 16 ON LAND OWNED BY H. HAUPERT.
 LA2236'
 LA2236'IT IS 27 FEET SOUTH OF A 15 INCH MAPLE TREE, 16 FEET NORTHWEST OF THE
 LA2236'NORTHWEST CORNER OF THE BARN AND 14 FEET EAST OF THE EAST RIGHT-OF-WAY
 LA2236'FENCE LINE AND A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 LA2236'GROUND AND THE DISK IS STAMPED EEL 1947.
 LA2236'
 LA2236'REFERENCE MARK NO. 1 IS 113.85 FEET NORTHWEST OF THE STATION IN THE
 LA2236'WEST RIGHT-OF-WAY FENCE LINE.  IT IS 38 FEET WEST OF THE CENTER OF
 LA2236'HIGHWAY 15.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 LA2236'EEL NO 1 1947.
 LA2236'
 LA2236'REFERENCE MARK NO. 2 IS 106.67 FEET NORTHEAST OF THE STATION.  IT IS 6
 LA2236'FEET SOUTHWEST OF THE N.W.  CORNER OF A TOOL SHED AND 3 FEET WEST OF
 LA2236'THE WEST SIDE OF THE SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2236'EEL NO 2 1947.
 LA2236'
 LA2236'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION ON THE NORTH
 LA2236'SIDE OF HIGHWAY 16 IT IS 30 FEET NORTHEAST OF A T-ROAD INTERSECTION,
 LA2236'17 FEET SOUTH OF THE CENTER OF HIGHWAY 16 AND 4 FEET EAST OF A WHITE
 LA2236'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LA2236'STAMPED EEL 1947.
 LA2236'
 LA2236'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 LA2236'16 GO WEST ON HIGHWAY 16 FOR 0.3 MILE TO A T-ROAD LEFT AND STATION ON
 LA2236'THE RIGHT S DESCRIBED.
 LA2236'
 LA2236'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2236
 LA2236                          STATION RECOVERY (1948)
 LA2236
 LA2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2236'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LA2236'CONDITION.  EXCEPTIONS NOTED WERE- DIRECTION TO AZIMUTH MARK FAILED TO
 LA2236'CHECK.  DESCRIPTION OF AZIMUTH MARK SHOULD READ NORTH FROM THE CENTER
 LA2236'OF STATE HIGHWAY NO. 16 INSTEAD OF SOUTH.
 LA2236'
 LA2236'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2236
 LA2236                          STATION RECOVERY (1950)
 LA2236
 LA2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 LA2236'LETTER OF MR. O. L. HAUPERT, RT. 1, WABASH, IND., DATED APRIL 9, 1950
 LA2236'AND L. W.  SWANSON, HARDINSBURG, KY., DATED MAY 9, 1950-
 LA2236'
 LA2236'REFERENCE MARK NO. 2 WAS DESTURBED BY A DITCHING MACHINE.
 LA2236
 LA2236                          STATION RECOVERY (1969)
 LA2236
 LA2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA2236'THE STATION MARK, RMS AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 LA2236'THE 1947 NOTES, WITH THE FOLLOWING EXCEPTIONS--
 LA2236'
 LA2236'RM-2 WAS DISTURBED BY THE PROPERTY OWNER AND IMMEDIATELY RESET.  THIS
 LA2236'WAS REPORTED BY LETTER (1950) TO THE DIRECTOR USC AND GS.  THE TOOL
 LA2236'SHED, IN THE ORIGINAL DESCRIPTION, IS NO LONGER IN EXISTENCE.  RM-2
 LA2236'WAS RESET BY THE PROPERTY OWNER AND IS NOW LOCATED IN A SMALL BREAK
 LA2236'(LEFT FOR EASY ACCESS) IN A CONCRETE RETAINING WALL AROUND A FLOWER
 LA2236'BED BETWEEN THE CHICKEN HOUSE AND TRACTOR SHED.  THE RESET WAS VERY
 LA2236'CLOSE, AS INDICATED BY THE CHECK MEASUREMENT.  RM-2 IS ABOUT 6 INCHES
 LA2236'UNDERGROUND.
 LA2236'
 LA2236'THE AZIMUTH MARK DESCRIPTION WAS CORRECTED IN A PREVIOUS RECOVERY AND
 LA2236'IS PRESENTLY ACCURATE.
 LA2236'
 LA2236'EEL 1947 ASTRO ECC. IS LOCATED 11.42 FEET SOUTHWEST OF THE STATION AND
 LA2236'IS NOT A MONUMENT STATION.  THE MERIDIAN AZIMUTH IS RECORDED IN THE
 LA2236'STERNECK LATITUDE FIELD BOOK.
 LA2236'
 LA2236'A DETAILED SKETCH OF THE STATION AREA AND NOTES ON LOCAL FEATURES CAN
 LA2236'BE FOUND IN THE STERNECK LATITUDE FIELD BOOK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2287 ***********************************************************************
 LB2287  DESIGNATION -  EFFNER
 LB2287  PID         -  LB2287
 LB2287  STATE/COUNTY-  IN/NEWTON
 LB2287  COUNTRY     -  US
 LB2287  USGS QUAD   -  SHELDON (2018)
 LB2287
 LB2287                         *CURRENT SURVEY CONTROL
 LB2287  ______________________________________________________________________
 LB2287* NAD 83(1997) POSITION- 40 46 34.31312(N) 087 31 31.56615(W)   ADJUSTED
 LB2287* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 LB2287  ______________________________________________________________________
 LB2287  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 LB2287  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LB2287  HORZ ORDER      -  FIRST
 LB2287
 LB2287.The horizontal coordinates were established by classical geodetic methods
 LB2287.and adjusted by the National Geodetic Survey in May 1999.
 LB2287
 LB2287.The orthometric height was scaled from a topographic map.
 LB2287
 LB2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2287.GEOID18 height accuracy estimate available here.
 LB2287
 LB2287.Click photographs - Photos may exist for this station.
 LB2287
 LB2287.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2287
 LB2287. The following values were computed from the NAD 83(1997) position.
 LB2287
 LB2287;                    North         East     Units Scale Factor Converg.
 LB2287;SPC IN W     -   613,799.471   862,679.348   MT  0.99998380   -0 17 19.5
 LB2287;SPC IN W     - 2,013,773.76  2,830,307.16   sFT  0.99998380   -0 17 19.5
 LB2287;UTM  16      - 4,514,046.194   455,660.882   MT  0.99962420   -0 20 35.4
 LB2287
 LB2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2287!SPC IN W     -   0.99997273  x   0.99998380  =   0.99995653
 LB2287!UTM  16      -   0.99997273  x   0.99962420  =   0.99959694
 LB2287
 LB2287:                Primary Azimuth Mark                     Grid Az
 LB2287:SPC IN W     -  EFFNER AZ MK                             353 59 57.6
 LB2287:UTM  16      -  EFFNER AZ MK                             354 03 13.5
 LB2287
 LB2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5566014046(NAD 83)
 LB2287
 LB2287|---------------------------------------------------------------------|
 LB2287| PID    Reference Object                     Distance      Geod. Az  |
 LB2287|                                                           dddmmss.s |
 LB2287| CM3471 EFFNER RM 1                          25.769 METERS 01209     |
 LB2287| CM3473 EFFNER RM 3                           7.767 METERS 06609     |
 LB2287| LB2196 KENTLAND MUNICIPAL TANK             APPROX. 6.9 KM 0970914.7 |
 LB2287| CM3472 EFFNER RM 2                          29.976 METERS 15255     |
 LB2287| LB2288 SHELDON MUNICIPAL STANDPIPE         APPROX. 3.4 KM 2573005.9 |
 LB2287| LB2285 PT 71 W                             158.924 METERS 34155     |
 LB2287| CM3470 EFFNER AZ MK                                       3534238.1 |
 LB2287|---------------------------------------------------------------------|
 LB2287
 LB2287                          SUPERSEDED SURVEY CONTROL
 LB2287
 LB2287  NAD 83(1986)-  40 46 34.31961(N)    087 31 31.57514(W) AD(       ) 1
 LB2287  NAD 27      -  40 46 34.18690(N)    087 31 31.47560(W) AD(       ) 1
 LB2287
 LB2287.Superseded values are not recommended for survey control.
 LB2287
 LB2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2287.See file dsdata.pdf to determine how the superseded data were derived.
 LB2287
 LB2287_MARKER: DS = TRIANGULATION STATION DISK
 LB2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2287_STAMPING: EFFNER 1947
 LB2287_MARK LOGO: CGS
 LB2287_PROJECTION: RECESSED 36 CENTIMETERS
 LB2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2287+STABILITY: SURFACE MOTION
 LB2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2287+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2010
 LB2287
 LB2287  HISTORY     - Date     Condition        Report By
 LB2287  HISTORY     - 1947     MONUMENTED       CGS
 LB2287  HISTORY     - 1955     GOOD             CGS
 LB2287  HISTORY     - 1970     GOOD             INHD
 LB2287  HISTORY     - 1970     GOOD             NGS
 LB2287  HISTORY     - 20101022 GOOD             FARNGP
 LB2287
 LB2287                          STATION DESCRIPTION
 LB2287
 LB2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2287'STATION IS LOCATED ABOUT 4 MILES WEST OF KENTLAND INDIANA AND 2 MILES
 LB2287'EAST OF SHELTON ILLINOIS, ON THE EAST SIDE OF STATE LINE ROAD AND ON
 LB2287'PROPERTY OWNED BY ADA L. NOWLIN.  IT IS 140 FEET EAST OF THE CENTER
 LB2287'OF THE ROAD, 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB2287'HOUSE, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARGE RED
 LB2287'BARN, 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 LB2287'WATER TROUGH, AND 18 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LB2287'MARK IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED EFFNER
 LB2287'1947.
 LB2287'
 LB2287'REFERENCE MARK NO. 1 IS 84.54 FEET NORTHEAST OF THE STATION IN A
 LB2287'NORTH-SOUTH FENCELINE.  IT IS 43 FEET NORTHWEST OF THE SOUTHWEST
 LB2287'CORNER OF THE LARGE BARN AND 39 FEET SOUTHWEST OF THE NORTHWEST
 LB2287'CORNER OF THE BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2287'STAMPED EFFNER NO 1 1947.
 LB2287'
 LB2287'REFERENCE MARK NO. 2 IS 98.26 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2287'84 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 40 FEET SOUTH
 LB2287'OF THE SOUTHWEST CORNER OF A SMALL BARN.  THE MARK IS FLUSH WITH
 LB2287'THE GROUND AND THE DISK IS STAMPED EFFNER NO 2 1947.
 LB2287'
 LB2287'71 W (USGS) BM IS 521.40 FEET NORTHWEST OF THE STATION IN THE
 LB2287'SOUTHWEST ANGLE OF STATE LINE READ AND A T-ROAD WEST.  IT IS 35 FEET
 LB2287'SOUTH OF THE GRAVEL ROAD WEST, 18 FEET WEST OF THE CENTER OF STATE
 LB2287'LINE ROAD AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS A
 LB2287'4 INCH IRON PIPE WITH A BRONZE CAP STAMPED PRIM TRAV STA NO 71W
 LB2287'ILL 1921.  THE MARK PROJECTS ABOUT 6 INCHES.
 LB2287'
 LB2287'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION.  IT IS 17
 LB2287'FEET WEST OF THE CENTER OF STATE LINE ROAD, 5 FEET SOUTH OF A
 LB2287'TELEPHONE POLE AND 3 FEET WEST OF A WITNESS POST.  THE MARK
 LB2287'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EFFNER 1947.
 LB2287'
 LB2287'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 41 IN
 LB2287'KENTLAND GO WEST ON U. S. HIGHWAY 24 FOR 4.3 MILES TO THE ILLINOIS
 LB2287'AND INDIANA STATE LINE, TURN RIGHT AND GO NORTH ON STATE LINE ROAD
 LB2287'FOR 0.4 MILE TO FARMHOUSE ON THE RIGHT AND STATION AS DESCRIBED,
 LB2287'CONTINUE NORTH ON STATE LINE ROAD 0.1 MILE TO A T-ROAD LEFT AND
 LB2287'71 W (USGS) BM IN THE SOUTHWEST ANGLE, CONTINUE NORTH 0.2 MILE TO
 LB2287'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2287'
 LB2287'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2287
 LB2287                          STATION RECOVERY (1955)
 LB2287
 LB2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2287'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2287'CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED.  THE DISTANCE TO
 LB2287'THE AZIMUTH MARK AND TO REFERENCE MARK NO. 1 CHECKED.  A DIFFERENCE
 LB2287'WAS NOTED IN THE DISTANCE TO REFERENCE MARK NO. 2.  NO CHECK WAS
 LB2287'MADE ON THE MEASURED DISTANCE TO PT 71W (USGS)*.  THE OLD
 LB2287'DESCRIPTION IS ADEQUATE.
 LB2287'
 LB2287'(*) THIS MARK WAS LISTED IN 1947 AS 71W (USGS) BM BUT THE MARK IS A
 LB2287'PRIMARY TRAVERSE STATION AND NOT A BENCH MARK.
 LB2287'
 LB2287'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2287
 LB2287                          STATION RECOVERY (1970)
 LB2287
 LB2287'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1970 (DRR)
 LB2287'EFFNER 1947 RECOVERED IN GOOD CONDITION.
 LB2287'
 LB2287'EFFNER NO 1 1947 NOT LOCATED.
 LB2287'
 LB2287'EFFNER NO 2 1947 RECOVERED IN GOOD CONDITION.
 LB2287'
 LB2287'EFFNER 1947 AZI-MK RECOVERED IN GOOD CONDITION.
 LB2287'
 LB2287'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 LB2287'1) LARGE RED BARN NO LONGER EXIST.  2) WITNESS POST AT STATION HAS
 LB2287'BEEN REMOVED.  3) SMALL BARN USED AS A TIE FOR R. M. NO. 2 ALSO HAS
 LB2287'BEEN REMOVED.  4) THE AREA WHERE RM NO. 1 AND LARGE RED BARN WERE
 LB2287'SUPPOSE TO BE IS NOW CLEARED AND IN GARDEN.  R. M. NO. 1 MAY HAVE
 LB2287'BEEN DESTROYED.
 LB2287
 LB2287                          STATION RECOVERY (1970)
 LB2287
 LB2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2287'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LB2287'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED TO
 LB2287'HAVE BEEN DESTROYED WHEN THE BARN WAS TORN DOWN.  PT 71 W USGS WAS
 LB2287'FOUND VERY NEAR THE ROAD AND HAS BEEN HIT BY ROAD EQUIPMENT AND
 LB2287'NOT THOUGHT TO BE IN GOOD ENOUGH CONDITION TO CUT IN.  REFERENCE
 LB2287'MARK 2 IS PRESENTLY OBSTRUCTED BY A SMALL SHED AND COULD NOT BE
 LB2287'CUT IN OR MEASURED TO.  THE DIRECTION TO THE STANDPIPE CHECKED.
 LB2287'A NEW REFERENCE MARK WAS SET.
 LB2287'
 LB2287'THE STATION IS LOCATED ABOUT 2 MILES EAST OF SHELDON, ILL., ABOUT 4
 LB2287'MILES WEST OF KENTLAND, IND., 112 FEET NORTHEAST OF THE NORTHEAST
 LB2287'CORNER OF HOUSE, 57 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 140
 LB2287'FEET EAST OF THE CENTERLINE OF STATE LINE ROAD, AND 21 FEET
 LB2287'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE WATER TROUGH.  THE
 LB2287'MONUMENT IS 1 FOOT UNDERGROUND AND THE DISK IS STAMPED EFFNER 1947.
 LB2287'
 LB2287'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 41 IN
 LB2287'KENTLAND, GO WEST ON HIGHWAY 24 FOR 4.3 MILES TO THE ILL.-IND. STATE
 LB2287'LINE AND A CROSSROAD.  TURN RIGHT AND GO NORTH ON STATE LINE ROAD
 LB2287'FOR 0.4 MILE TO THE STATION ON THE RIGHT.  CONTINUE NORTH ON THE
 LB2287'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2287'
 LB2287'REFERENCE MARK 2 IS 84 FEET EAST OF THE NORTHEAST CORNER OF THE
 LB2287'HOUSE, 13 FEET SOUTH OF A GAS PUMP, 54 FEET NORTHWEST OF A 12 INCH
 LB2287'PEAR TREE AND 5 FEET NORTHWEST OF THE EAST END OF A LARGE BOTTLE
 LB2287'GAS TANK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EFFNER NO
 LB2287'2 1947.
 LB2287'
 LB2287'REFERENCE MARK 3 IS 61 FEET NORTH OF THE CENTERLINE OF DRIVE, 163
 LB2287'FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 LB2287'SOUTHEAST CORNER OF THE TROUGH.  THE MONUMENT IS FLUSH AND THE DISK
 LB2287'IS STAMPED EFFNER 1947 NO 3 1970.
 LB2287'
 LB2287'THE AZIMUTH MARK IS 163 FEET SOUTH OF THE EXTENDED CENTERLINE OF A
 LB2287'GRAVELED ROAD EAST, 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 LB2287'FOOT NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF FENCE, 38 FEET
 LB2287'WEST OF A POWER POLE AND 70 FEET SOUTH OF A FENCE CORNER.  THE
 LB2287'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EFFNER 1947.
 LB2287'
 LB2287'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2287
 LB2287                          STATION RECOVERY (2010)
 LB2287
 LB2287'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (KDV)
 LB2287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1740 ***********************************************************************
 JA1740  DESIGNATION -  EISENMENGER
 JA1740  PID         -  JA1740
 JA1740  STATE/COUNTY-  IN/HARRISON
 JA1740  COUNTRY     -  US
 JA1740  USGS QUAD   -  CORYDON EAST (2019)
 JA1740
 JA1740                         *CURRENT SURVEY CONTROL
 JA1740  ______________________________________________________________________
 JA1740* NAD 83(1997) POSITION- 38 10 13.91363(N) 086 01 40.85632(W)   ADJUSTED
 JA1740* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 JA1740  ______________________________________________________________________
 JA1740  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 JA1740  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 JA1740  HORZ ORDER      -  SECOND
 JA1740
 JA1740.The horizontal coordinates were established by classical geodetic methods
 JA1740.and adjusted by the National Geodetic Survey in May 1999.
 JA1740
 JA1740.The orthometric height was scaled from a topographic map.
 JA1740
 JA1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1740.GEOID18 height accuracy estimate available here.
 JA1740
 JA1740.Click photographs - Photos may exist for this station.
 JA1740
 JA1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1740
 JA1740. The following values were computed from the NAD 83(1997) position.
 JA1740
 JA1740;                    North         East     Units Scale Factor Converg.
 JA1740;SPC IN E     -   324,483.780    68,336.472   MT  0.99997901   -0 13 23.9
 JA1740;SPC IN E     - 1,064,577.20    224,200.58   sFT  0.99997901   -0 13 23.9
 JA1740;UTM  16      - 4,225,182.459   585,140.611   MT  0.99968927   +0 36 02.6
 JA1740
 JA1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1740!SPC IN E     -   0.99997069  x   0.99997901  =   0.99994970
 JA1740!UTM  16      -   0.99997069  x   0.99968927  =   0.99965997
 JA1740
 JA1740:                Primary Azimuth Mark                     Grid Az
 JA1740:SPC IN E     -  EISENMENGER AZ MK                        313 50 55.5
 JA1740:UTM  16      -  EISENMENGER AZ MK                        313 01 29.0
 JA1740
 JA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8514025182(NAD 83)
 JA1740
 JA1740|---------------------------------------------------------------------|
 JA1740| PID    Reference Object                     Distance      Geod. Az  |
 JA1740|                                                           dddmmss.s |
 JA1740| CG8578 EISENMENGER RM 2                     26.670 METERS 01137     |
 JA1740| JA1741 W 36                                  5.572 METERS 12008     |
 JA1740| CG8577 EISENMENGER RM 1                     25.622 METERS 26235     |
 JA1740| CG8576 EISENMENGER AZ MK                                  3133731.6 |
 JA1740|---------------------------------------------------------------------|
 JA1740
 JA1740                          SUPERSEDED SURVEY CONTROL
 JA1740
 JA1740  NAD 83(1993)-  38 10 13.91382(N)    086 01 40.85689(W) AD(       ) 2
 JA1740  NAD 83(1986)-  38 10 13.91846(N)    086 01 40.86313(W) AD(       ) 2
 JA1740  NAD 27      -  38 10 13.66600(N)    086 01 40.97800(W) AD(       ) 2
 JA1740
 JA1740.Superseded values are not recommended for survey control.
 JA1740
 JA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1740.See file dsdata.pdf to determine how the superseded data were derived.
 JA1740
 JA1740_MARKER: DS = TRIANGULATION STATION DISK
 JA1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1740
 JA1740  HISTORY     - Date     Condition        Report By
 JA1740  HISTORY     - 1947     MONUMENTED       CGS
 JA1740
 JA1740                          STATION DESCRIPTION
 JA1740
 JA1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1740'STATION IS ABOUT 8 MILES SOUTHEAST OF CORYDON, ABOUT 1 MILE
 JA1740'EAST-NORTHEAST OF NEW MIDDLETOWN, IN THE EAST CORNER OF A FIELD
 JA1740'OWNED BY HERMAN EISENMENGER, 40 FEET SOUTHWEST OF THE APPROXIMATE
 JA1740'CENTERLINE OF A GRAVELED ROAD, 20 FEET NORTHEAST OF THE
 JA1740'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD TO THE FARMHOUSE OF H.P.
 JA1740'MILLER, AND 10 FEET NORTH OF A WITNESS POST. THE MARK IS 8 INCHES
 JA1740'UNDERGROUND, AND THE DISK IS STAMPED EISENMENGER 1947.
 JA1740'
 JA1740'REFERENCE MARK NO. 1 IS 84.06 FEET WEST OF THE STATION AND 2 FEET
 JA1740'NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1740'STAMPED EISENMENGER NO 1 1947.
 JA1740'
 JA1740'REFERENCE MARK NO. 2 IS 87.50 FEET NORTH-NORTHEAST OF THE STATION AND
 JA1740'1 FOOT WEST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 JA1740'DISK IS STAMPED EISENMENGER NO 2 1947.
 JA1740'
 JA1740'AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 14 FEET SOUTHWEST
 JA1740'OF THE APPROXIMATE CENTERLINE OF ROAD TO STATION, AND 3
 JA1740'FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES,
 JA1740'AND THE DISK IS STAMPED EISENMENGER 1947.
 JA1740'
 JA1740'W 36 1937 U.S.G.S. IS 18.28 FEET SOUTHEAST OF THE STATION, 10 FEET
 JA1740'NORTH OF THE APPROXIMATE CENTERLINE OF THE MILLER FARMHOUSE
 JA1740'ENTRANCE ROAD, AND 4 FEET WEST OF A FENCE CORNER. THIS IS A U.S.
 JA1740'GEOLOGICAL SURVEY DISK SET IN A SQUARE CONCRETE POST. IT WAS
 JA1740'CONNECTED TO THE TRIANGULATION STATION BY A TRAVERSE MEASUREMENT. THE
 JA1740'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED W 36 1937 721.
 JA1740'
 JA1740'TO REACH FROM THE BRICK SCHOOL IN EAST NEW MIDDLETOWN, GO
 JA1740'NORTHEASTERLY ON GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD
 JA1740'RIGHT, TURN RIGHT AND GO 0.5 MILE TO A T-ROAD INTERSECTION, THEN TURN
 JA1740'RIGHT AND GO 0.45 MILE TO STATION ON RIGHT JUST BEFORE REACHING
 JA1740'THE MILLER FARMHOUSE ENTRANCE ROAD.
 JA1740'
 JA1740'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2522 ***********************************************************************
 LB2522  DESIGNATION -  EKIN
 LB2522  PID         -  LB2522
 LB2522  STATE/COUNTY-  IN/HAMILTON
 LB2522  COUNTRY     -  US
 LB2522  USGS QUAD   -  SHERIDAN (2019)
 LB2522
 LB2522                         *CURRENT SURVEY CONTROL
 LB2522  ______________________________________________________________________
 LB2522* NAD 83(2011) POSITION- 40 12 11.09987(N) 086 09 41.31525(W)   ADJUSTED
 LB2522* NAD 83(2011) ELLIP HT-   243.545 (meters)        (06/27/12)   ADJUSTED
 LB2522* NAD 83(2011) EPOCH   -  2010.00
 LB2522* NAVD 88 ORTHO HEIGHT -   277.821 (meters)      911.48  (feet) ADJUSTED
 LB2522  ______________________________________________________________________
 LB2522  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 LB2522  NAD 83(2011) X  -    326,581.248 (meters)                     COMP
 LB2522  NAD 83(2011) Y  - -4,867,424.646 (meters)                     COMP
 LB2522  NAD 83(2011) Z  -  4,095,391.110 (meters)                     COMP
 LB2522  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 LB2522  DYNAMIC HEIGHT  -        277.668 (meters)      910.98  (feet) COMP
 LB2522  MODELED GRAVITY -    980,067.6   (mgal)                       NAVD 88
 LB2522
 LB2522  VERT ORDER      -  SECOND    CLASS II
 LB2522
 LB2522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2522  Standards:
 LB2522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2522  -------------------------------------------------------------------
 LB2522  NETWORK    0.96   1.76           0.45   0.31   0.90     -0.08857672
 LB2522  -------------------------------------------------------------------
 LB2522  Click here for local accuracies and other accuracy information.
 LB2522
 LB2522.The horizontal coordinates were established by GPS observations
 LB2522.and adjusted by the National Geodetic Survey in June 2012.
 LB2522
 LB2522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2522.been affixed to the stable North American tectonic plate. See 
 LB2522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2522
 LB2522.The horizontal coordinates are valid at the epoch date displayed above
 LB2522.which is a decimal equivalence of Year/Month/Day.
 LB2522
 LB2522.The orthometric height was determined by differential leveling and
 LB2522.adjusted by the NATIONAL GEODETIC SURVEY
 LB2522.in February 2010.
 LB2522
 LB2522.No vertical observational check was made to the station.
 LB2522
 LB2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2522.GEOID18 height accuracy estimate available here.
 LB2522
 LB2522.Click photographs - Photos may exist for this station.
 LB2522
 LB2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2522
 LB2522.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2522
 LB2522.The ellipsoidal height was determined by GPS observations
 LB2522.and is referenced to NAD 83.
 LB2522
 LB2522.The dynamic height is computed by dividing the NAVD 88
 LB2522.geopotential number by the normal gravity value computed on the
 LB2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2522.degrees latitude (g = 980.6199 gals.).
 LB2522
 LB2522.The modeled gravity was interpolated from observed gravity values.
 LB2522
 LB2522. The following values were computed from the NAD 83(2011) position.
 LB2522
 LB2522;                    North         East     Units Scale Factor Converg.
 LB2522;SPC IN E     -   550,183.982    57,873.040   MT  0.99998850   -0 19 09.9
 LB2522;SPC IN E     - 1,805,061.95    189,871.80   sFT  0.99998850   -0 19 09.9
 LB2522;SPC IN W     -   550,474.142   978,485.167   MT  1.00004247   +0 35 42.3
 LB2522;SPC IN W     - 1,806,013.91  3,210,246.75   sFT  1.00004247   +0 35 42.3
 LB2522;UTM  16      - 4,450,634.971   571,364.056   MT  0.99966269   +0 32 28.6
 LB2522
 LB2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2522!SPC IN E     -   0.99996180  x   0.99998850  =   0.99995030
 LB2522!SPC IN W     -   0.99996180  x   1.00004247  =   1.00000426
 LB2522!UTM  16      -   0.99996180  x   0.99966269  =   0.99962450
 LB2522
 LB2522:                Primary Azimuth Mark                     Grid Az
 LB2522:SPC IN E     -  EKIN AZ MK                               087 02 36.8
 LB2522:SPC IN W     -  EKIN AZ MK                               086 07 44.6
 LB2522:UTM  16      -  EKIN AZ MK                               086 10 58.3
 LB2522
 LB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7136450634(NAD 83)
 LB2522
 LB2522|---------------------------------------------------------------------|
 LB2522| PID    Reference Object                     Distance      Geod. Az  |
 LB2522|                                                           dddmmss.s |
 LB2522| CC8645 EKIN RM 1                            53.688 METERS 08508     |
 LB2522| CC8644 EKIN AZ MK                                         0864326.9 |
 LB2522| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX.12.3 KM 1062847.5 |
 LB2522| LB2504 CICERO MUNICIPAL TANK               APPROX.14.9 KM 1221127.9 |
 LB2522| CC8646 EKIN RM 2                            47.226 METERS 18349     |
 LB2522| LB2521 WILSON MILK STK NEAR SHERIDAN       APPROX. 9.3 KM 2102809.2 |
 LB2522|---------------------------------------------------------------------|
 LB2522
 LB2522                          SUPERSEDED SURVEY CONTROL
 LB2522
 LB2522  NAD 83(2007)-  40 12 11.09989(N)    086 09 41.31620(W) AD(2002.00) 0
 LB2522  ELLIP H (02/10/07)  243.563  (m)                       GP(2002.00)    
 LB2522  NAD 83(1997)-  40 12 11.10001(N)    086 09 41.31613(W) AD(       ) B
 LB2522  ELLIP H (03/12/99)  243.580  (m)                       GP(       ) 1 2
 LB2522  NAD 83(1986)-  40 12 11.10760(N)    086 09 41.33050(W) AD(       ) 1
 LB2522  NAD 27      -  40 12 10.97300(N)    086 09 41.35600(W) AD(       ) 1
 LB2522  NAVD 88 (03/12/99)  277.8    (m)  GEOID96  model used  GPS OBS        
 LB2522
 LB2522.Superseded values are not recommended for survey control.
 LB2522
 LB2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2522.See file dsdata.pdf to determine how the superseded data were derived.
 LB2522
 LB2522_MARKER: DS = TRIANGULATION STATION DISK
 LB2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2522_STAMPING: EKIN 1934
 LB2522_MARK LOGO: CGS
 LB2522_PROJECTION: RECESSED 30 CENTIMETERS
 LB2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2522+STABILITY: SURFACE MOTION
 LB2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2522+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2011
 LB2522
 LB2522  HISTORY     - Date     Condition        Report By
 LB2522  HISTORY     - 1934     MONUMENTED       CGS
 LB2522  HISTORY     - 1934     GOOD             CGS
 LB2522  HISTORY     - 19920715 GOOD             MSE
 LB2522  HISTORY     - 19980318 GOOD             SEC
 LB2522  HISTORY     - 19980722 GOOD             WOOLPT
 LB2522  HISTORY     - 20031201 GOOD             WOOLPT
 LB2522  HISTORY     - 20110923 GOOD             WOOLPT
 LB2522
 LB2522                          STATION DESCRIPTION
 LB2522
 LB2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2522'ABOUT 8.5 MILES SOUTHWEST OF TIPTON, 6.0 MILES SOUTH OF TEETERSBURG,
 LB2522'1.0 MILE SOUTH OF EKIN, IN SOUTHEAST ANGLE OF INTERSECTION
 LB2522'OF HALF-SECTION ROADS, IN THE NORTHWEST CORNER OF MR. EGLERS
 LB2522'PASTURE, 27 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 12 FEET
 LB2522'SOUTH OF FENCE, 28 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 LB2522'ROAD, 12 FEET EAST OF NORTH-SOUTH FENCE, 16 FEET SOUTHEAST OF
 LB2522'CORNER FENCE POST, 33 FEET NORTHWEST OF 4-FOOT ELM TREE, AND 12
 LB2522'INCHES UNDERGROUND.
 LB2522'
 LB2522'TO REACH, GO TO EKIN, THEN SOUTH 1.0 MILE ON GRAVEL ROAD TO THE
 LB2522'SECTION ROAD INTERSECTION AND THE STATION IN THE SOUTHEAST ANGLE OF
 LB2522'THE INTERSECTION.
 LB2522'
 LB2522'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LB2522'BRONZE DISKS SET IN CONCRETE.
 LB2522'
 LB2522'REFERENCE MARK NO. 1 IS 176.14 FEET EAST OF STATION, 29 FEET EAST
 LB2522'OF FIRST TELEPHONE POLE, 8 INCHES SOUTH OF FENCE, 15 FEET SOUTH OF
 LB2522'THE CENTER LINE OF ROAD AND PROJECTS 8 INCHES.  REFERENCE MARK NO.
 LB2522'2 IS 154.94 FEET SOUTH OF STATION, 13 FEET SOUTH-SOUTHEAST OF
 LB2522'TELEPHONE POLE, 8 INCHES EAST OF FENCE, 16 FEET EAST OF CENTER
 LB2522'LINE OF ROAD, 251.42 FEET SOUTHWEST OF REFERENCE MARK NO. 1 AND
 LB2522'PROJECTS 10 INCHES.
 LB2522'
 LB2522'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF STATION, 17 FEET
 LB2522'NORTH OF CENTER LINE OF ROAD, 62 FEET WEST OF A T-FENCE, ABOUT 125
 LB2522'FEET WEST OF A 14-INCH ELM TREE THAT IS ON SAME FENCE LINE, 10
 LB2522'INCHES SOUTH OF FENCE AND PROJECTS 10 INCHES.
 LB2522'
 LB2522'HEIGHT OF LIGHT ABOVE STATION MARK 103 FEET.
 LB2522
 LB2522                          STATION RECOVERY (1934)
 LB2522
 LB2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LB2522'RECOVERED IN GOOD CONDITION.
 LB2522
 LB2522                          STATION RECOVERY (1992)
 LB2522
 LB2522'RECOVERY NOTE BY MSE CORPORATION 1992
 LB2522'RECOVERED IN GOOD CONDITION.
 LB2522
 LB2522                          STATION RECOVERY (1998)
 LB2522
 LB2522'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB2522'RECOVERED AS DESCRIBED.
 LB2522
 LB2522                          STATION RECOVERY (1998)
 LB2522
 LB2522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 LB2522'RECOVERY NOTE BY WOOLPERT LLP 1998 (JCB). STATION IS ABOUT 8.5 MI
 LB2522'(13.7 KM) SOUTHWEST OF TIPTON, AND 1.0 MI (1.6 KM) SOUTH OF EKIN.  TO
 LB2522'REACH STATION FROM INTERSECTION OF STATE ROUTE 28 AND STATE ROUTE 31,
 LB2522'GO SOUTH ON STATE ROUTE 31 FOR 4.8 MI (7.7 KM) TO 286TH STREET. THENCE
 LB2522'1.75 MI (2.82 KM) WEST ON 286TH STREET TO THE INTERSECTION OF 286TH
 LB2522'STREET AND HORTON ROAD.  THE STATION IS IN THE SOUTHEAST QUADRANT OF
 LB2522'THE INTERSECTION.  THE STATION IS A TRIANGULATION STATION DISK SET IN
 LB2522'A CONCRETE MONUMENT STAMPED--EKIN 1934--.  THE STATION IS 8.8 M (28.9
 LB2522'FT) EAST OF THE CENTERLINE OF HORTON ROAD, 8.4 M (27.6 FT) SOUTH OF
 LB2522'THE CENTERLINE OF 286TH STREET, AND 5.7 M (18.7 FT) NORTHEAST OF A
 LB2522'GREEN TELEPHONE POLE.  THE STATION IS 0.4 M (1.3 FT) BELOW THE SURFACE
 LB2522'OF THE GROUND.
 LB2522
 LB2522                          STATION RECOVERY (2003)
 LB2522
 LB2522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003
 LB2522'RECOVERED IN GOOD CONDITION.
 LB2522
 LB2522                          STATION RECOVERY (2011)
 LB2522
 LB2522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (CJS)
 LB2522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8274 ***********************************************************************
 AJ8274  PACS        -  This is a Primary Airport Control Station.
 AJ8274  DESIGNATION -  EKM A
 AJ8274  PID         -  AJ8274
 AJ8274  STATE/COUNTY-  IN/ELKHART
 AJ8274  COUNTRY     -  US
 AJ8274  USGS QUAD   -  ELKHART (2019)
 AJ8274
 AJ8274                         *CURRENT SURVEY CONTROL
 AJ8274  ______________________________________________________________________
 AJ8274* NAD 83(2011) POSITION- 41 43 23.94321(N) 085 59 31.36194(W)   ADJUSTED
 AJ8274* NAD 83(2011) ELLIP HT-   202.804 (meters)        (06/27/12)   ADJUSTED
 AJ8274* NAD 83(2011) EPOCH   -  2010.00
 AJ8274* NAVD 88 ORTHO HEIGHT -   236.41  (meters)      775.6   (feet) GPS OBS
 AJ8274  ______________________________________________________________________
 AJ8274  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8274  GEOID HEIGHT    -        -33.554 (meters)                     GEOID99
 AJ8274  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 AJ8274  NAD 83(2011) X  -    333,235.367 (meters)                     COMP
 AJ8274  NAD 83(2011) Y  - -4,755,998.359 (meters)                     COMP
 AJ8274  NAD 83(2011) Z  -  4,222,851.453 (meters)                     COMP
 AJ8274  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 AJ8274
 AJ8274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8274  Standards:
 AJ8274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8274  -------------------------------------------------------------------
 AJ8274  NETWORK    0.54   1.25           0.25   0.17   0.64      0.16234491
 AJ8274  -------------------------------------------------------------------
 AJ8274  Click here for local accuracies and other accuracy information.
 AJ8274
 AJ8274.This mark is at Elkhart Airport (EKM)
 AJ8274
 AJ8274.The horizontal coordinates were established by GPS observations
 AJ8274.and adjusted by the National Geodetic Survey in June 2012.
 AJ8274
 AJ8274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8274.been affixed to the stable North American tectonic plate. See 
 AJ8274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8274
 AJ8274.The horizontal coordinates are valid at the epoch date displayed above
 AJ8274.which is a decimal equivalence of Year/Month/Day.
 AJ8274
 AJ8274.The orthometric height was determined by GPS observations and a
 AJ8274.high-resolution geoid model.
 AJ8274
 AJ8274.GPS derived orthometric heights for airport stations designated as
 AJ8274.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8274.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8274.not indicate centimeter accuracy relative to other marks which are
 AJ8274.part of the published vertical control network.
 AJ8274
 AJ8274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8274.GEOID18 height accuracy estimate available here.
 AJ8274
 AJ8274.Click photographs - Photos may exist for this station.
 AJ8274
 AJ8274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8274
 AJ8274.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8274
 AJ8274.The ellipsoidal height was determined by GPS observations
 AJ8274.and is referenced to NAD 83.
 AJ8274
 AJ8274. The following values were computed from the NAD 83(2011) position.
 AJ8274
 AJ8274;                    North         East     Units Scale Factor Converg.
 AJ8274;SPC IN E     -   718,938.985    72,926.581   MT  0.99997568   -0 12 59.6
 AJ8274;SPC IN E     - 2,358,718.99    239,259.96   sFT  0.99997568   -0 12 59.6
 AJ8274;UTM  16      - 4,619,548.052   583,837.575   MT  0.99968649   +0 40 15.1
 AJ8274
 AJ8274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8274!SPC IN E     -   0.99996819  x   0.99997568  =   0.99994387
 AJ8274!UTM  16      -   0.99996819  x   0.99968649  =   0.99965469
 AJ8274
 AJ8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8383719548(NAD 83)
 AJ8274
 AJ8274                          SUPERSEDED SURVEY CONTROL
 AJ8274
 AJ8274  NAD 83(2007)-  41 43 23.94344(N)    085 59 31.36311(W) AD(2002.00) 0
 AJ8274  ELLIP H (02/10/07)  202.828  (m)                       GP(2002.00)    
 AJ8274  NAD 83(1997)-  41 43 23.94346(N)    085 59 31.36316(W) AD(       ) B
 AJ8274  ELLIP H (11/27/02)  202.831  (m)                       GP(       ) 4 1
 AJ8274  NAD 83(1997)-  41 43 23.94336(N)    085 59 31.36323(W) AD(       ) B
 AJ8274  ELLIP H (03/18/02)  202.833  (m)                       GP(       ) 4 1
 AJ8274
 AJ8274.Superseded values are not recommended for survey control.
 AJ8274
 AJ8274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8274.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8274
 AJ8274_MARKER: I = METAL ROD
 AJ8274_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8274_STAMPING: EKM A 2001
 AJ8274_MARK LOGO: NGS
 AJ8274_PROJECTION: FLUSH
 AJ8274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8274+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 AJ8274_ROD/PIPE-DEPTH: 20.1 meters
 AJ8274_SLEEVE-DEPTH  : 1 meters
 AJ8274
 AJ8274  HISTORY     - Date     Condition        Report By
 AJ8274  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8274  HISTORY     - 20070925 GOOD             LFA
 AJ8274
 AJ8274                          STATION DESCRIPTION
 AJ8274
 AJ8274'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8274'THE STATION IS LOCATED APPROXIMATELY 2.2  MI NORTHEAST OF THE
 AJ8274'JUNCTION OF STATE ROUTE 19 AND STATE ROUTE 112, 4 MI NORTHWEST OF
 AJ8274'THE CITY OF ELKHART AND IS AT THE ELKHART MUNICIPAL AIRPORT.
 AJ8274'OWNERSHIP-- ELKHART MUNICIPAL AIRPORT, AIRPORT MANAGER ANDREW
 AJ8274'MAKSYMOVITCH, PHONE NUMBER (219) 264-5217. CONTACT THE AIRPORT
 AJ8274'MANAGER AT LEAST 48 HOURS IN ADVANCE TO ARRANGE FOR ACCESS.
 AJ8274'
 AJ8274'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 19
 AJ8274'(CASSOPOLIS ST) AND STATE ROUTE 112 (WEST BRISTOL ST), PROCEED
 AJ8274'WEST ON STATE ROUTE 112 FOR 0.85 MI TO THE JUNCTION OF
 AJ8274'EDWARDSBURG RD. TURN RIGHT AND PROCEED 1.05 MI NORTHWEST TO
 AJ8274'THE JUNCTION OF THE AIRPORT ACCESS ROAD. TURN RIGHT AND PROCEED
 AJ8274'0.18 MI NORTHEAST TO THE JUNCTION OF THE TERMINAL ENTRANCE ROAD
 AJ8274'ON THE RIGHT. TURN RIGHT AND PROCEED 0.12 MI EAST TO THE GATE ON
 AJ8274'THE RIGHT SIDE OF THE TERMINAL. PROCEED 0.04 MI NORTH THROUGH THE
 AJ8274'GATE AND ACROSS THE APRON TO THE JUNCTION OF TAXIWAY B1.
 AJ8274'CONTINUE 0.3 MI NORTH ALONG TAXIWAY B1 TO THE JUNCTION OF A PAVED
 AJ8274'PERIMETER ROAD. TURN RIGHT AND PROCEED 0.18 MI EAST ALONG THE
 AJ8274'PERIMETER ROAD TO THE STATION ON THE RIGHT.
 AJ8274'
 AJ8274'THE STATION IS LOCATED 24.38 M ON AN AZIMUTH OF 181 DEGREES FROM
 AJ8274'THE CENTERLINE OF THE PERIMETER ROAD, 49.75 M ON AN AZIMUTH OF 90
 AJ8274'DEGREES FROM THE EDGE OF PAVEMENT OF AN ABANDONED TAXIWAY,
 AJ8274'50.14 M ON AN AZIMUTH OF 2 DEGREES FROM THE PROJECTED CENTERLINE
 AJ8274'OF TAXIWAY D4, 61.78 M ON AN AZIMUTH OF 198 DEGREES FROM THE
 AJ8274'SOUTHWEST CORNER OF A FUEL MEDIATION SHACK, AND 0.85 M ON AN
 AJ8274'AZIMUTH OF 356 DEGREES FROM A CARSONITE WITNESS POST. THE
 AJ8274'STATION IS A PUCNHMARK SET IN THE TOP OF A STAINLESS STEEL ROD
 AJ8274'DRIVEN TO A REFUSAL DEPTH OF 20.1 M, ENCASED IN A 1 M FINNED SLEEVE
 AJ8274'FILLED WITH NON-TOXIC GREASE, RECESSED 6 CM BENEATH THE LID OF A
 AJ8274'STANDARD NGS LOGO CAP STAMPED-- EKM A 2001-- ENCASED IN A 0.12 M
 AJ8274'DIAMETER PVC PIPE SURROUNDED BY A 0.3 M DIAMETER CONCRETE COLLAR
 AJ8274'WHICH IS FLUSH WITH THE GROUND. THIS STATION DOES NOT MEET THE
 AJ8274'STABILITY REQUIREMENTS FOR A CLASS A MARK. THIS STATION IS
 AJ8274'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8274
 AJ8274                          STATION RECOVERY (2007)
 AJ8274
 AJ8274'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2007 (SST)
 AJ8274'UPDATE BY LAWSON-FISHER
 AJ8274'CONTACT PHONE NUMBER AREA CODE HAS CHANGED TO (574)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8275 ***********************************************************************
 AJ8275  SACS        -  This is a Secondary Airport Control Station.
 AJ8275  DESIGNATION -  EKM B
 AJ8275  PID         -  AJ8275
 AJ8275  STATE/COUNTY-  IN/ELKHART
 AJ8275  COUNTRY     -  US
 AJ8275  USGS QUAD   -  OSCEOLA (2019)
 AJ8275
 AJ8275                         *CURRENT SURVEY CONTROL
 AJ8275  ______________________________________________________________________
 AJ8275* NAD 83(2011) POSITION- 41 43 19.22803(N) 086 00 52.80536(W)   ADJUSTED
 AJ8275* NAD 83(2011) ELLIP HT-   201.358 (meters)        (06/27/12)   ADJUSTED
 AJ8275* NAD 83(2011) EPOCH   -  2010.00
 AJ8275* NAVD 88 ORTHO HEIGHT -   234.99  (meters)      771.0   (feet) GPS OBS
 AJ8275  ______________________________________________________________________
 AJ8275  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8275  GEOID HEIGHT    -        -33.576 (meters)                     GEOID99
 AJ8275  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 AJ8275  NAD 83(2011) X  -    331,364.094 (meters)                     COMP
 AJ8275  NAD 83(2011) Y  - -4,756,225.075 (meters)                     COMP
 AJ8275  NAD 83(2011) Z  -  4,222,741.909 (meters)                     COMP
 AJ8275  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 AJ8275
 AJ8275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8275  Standards:
 AJ8275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8275  -------------------------------------------------------------------
 AJ8275  NETWORK    0.74   1.33           0.33   0.26   0.68      0.18717120
 AJ8275  -------------------------------------------------------------------
 AJ8275  Click here for local accuracies and other accuracy information.
 AJ8275
 AJ8275.This mark is at Elkhart Airport (EKM)
 AJ8275
 AJ8275.The horizontal coordinates were established by GPS observations
 AJ8275.and adjusted by the National Geodetic Survey in June 2012.
 AJ8275
 AJ8275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8275.been affixed to the stable North American tectonic plate. See 
 AJ8275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8275
 AJ8275.The horizontal coordinates are valid at the epoch date displayed above
 AJ8275.which is a decimal equivalence of Year/Month/Day.
 AJ8275
 AJ8275.The orthometric height was determined by GPS observations and a
 AJ8275.high-resolution geoid model.
 AJ8275
 AJ8275.GPS derived orthometric heights for airport stations designated as
 AJ8275.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8275.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8275.not indicate centimeter accuracy relative to other marks which are
 AJ8275.part of the published vertical control network.
 AJ8275
 AJ8275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8275.GEOID18 height accuracy estimate available here.
 AJ8275
 AJ8275.Click photographs - Photos may exist for this station.
 AJ8275
 AJ8275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8275
 AJ8275.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8275
 AJ8275.The ellipsoidal height was determined by GPS observations
 AJ8275.and is referenced to NAD 83.
 AJ8275
 AJ8275. The following values were computed from the NAD 83(2011) position.
 AJ8275
 AJ8275;                    North         East     Units Scale Factor Converg.
 AJ8275;SPC IN E     -   718,800.878    71,043.607   MT  0.99997698   -0 13 53.8
 AJ8275;SPC IN E     - 2,358,265.88    233,082.23   sFT  0.99997698   -0 13 53.8
 AJ8275;UTM  16      - 4,619,380.847   581,957.515   MT  0.99968266   +0 39 20.8
 AJ8275
 AJ8275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8275!SPC IN E     -   0.99996842  x   0.99997698  =   0.99994540
 AJ8275!UTM  16      -   0.99996842  x   0.99968266  =   0.99965109
 AJ8275
 AJ8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8195719380(NAD 83)
 AJ8275
 AJ8275                          SUPERSEDED SURVEY CONTROL
 AJ8275
 AJ8275  NAD 83(2007)-  41 43 19.22825(N)    086 00 52.80653(W) AD(2002.00) 0
 AJ8275  ELLIP H (02/10/07)  201.383  (m)                       GP(2002.00)    
 AJ8275  NAD 83(1997)-  41 43 19.22828(N)    086 00 52.80659(W) AD(       ) 1
 AJ8275  ELLIP H (11/27/02)  201.384  (m)                       GP(       ) 4 1
 AJ8275  NAD 83(1997)-  41 43 19.22818(N)    086 00 52.80666(W) AD(       ) 1
 AJ8275  ELLIP H (03/18/02)  201.386  (m)                       GP(       ) 4 1
 AJ8275
 AJ8275.Superseded values are not recommended for survey control.
 AJ8275
 AJ8275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8275.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8275
 AJ8275_MARKER: DD = SURVEY DISK
 AJ8275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8275_STAMPING: EKM B 2001
 AJ8275_MARK LOGO: NGS
 AJ8275_PROJECTION: FLUSH
 AJ8275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8275+STABILITY: SURFACE MOTION
 AJ8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8275+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2007
 AJ8275
 AJ8275  HISTORY     - Date     Condition        Report By
 AJ8275  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8275  HISTORY     - 20070925 GOOD             LFA
 AJ8275
 AJ8275                          STATION DESCRIPTION
 AJ8275
 AJ8275'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8275'THE STATION IS LOCATED APPROXIMATELY 2.2  MI NORTHEAST OF THE
 AJ8275'JUNCTION OF STATE ROUTE 19 AND STATE ROUTE 112, 4 MI NORTHWEST OF
 AJ8275'THE CITY OF ELKHART AND IS AT THE ELKHART MUNICIPAL AIRPORT.
 AJ8275'OWNERSHIP-- ELKHART MUNICIPAL AIRPORT, AIRPORT MANAGER ANDREW
 AJ8275'MAKSYMOVITCH, PHONE NUMBER (219) 264-5217. CONTACT THE AIRPORT
 AJ8275'MANAGER AT LEAST 48 HOURS IN ADVANCE TO ARRANGE FOR ACCESS.
 AJ8275'
 AJ8275'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 19
 AJ8275'(CASSOPOLIS ST) AND STATE ROUTE 112 (WEST BRISTOL ST), PROCEED
 AJ8275'WEST ON STATE ROUTE 112 FOR 0.85 MI TO THE JUNCTION OF
 AJ8275'EDWARDSBURG RD. TURN RIGHT AND PROCEED 1.05 MI NORTHWEST TO
 AJ8275'THE JUNCTION OF THE AIRPORT ACCESS ROAD. TURN RIGHT AND PROCEED
 AJ8275'0.18 MI NORTHEAST TO THE JUNCTION OF THE TERMINAL ENTRANCE ROAD
 AJ8275'ON THE RIGHT. TURN RIGHT AND PROCEED 0.12 MI EAST TO THE GATE ON
 AJ8275'THE RIGHT SIDE OF THE TERMINAL. PROCEED 0.04 MI NORTH THROUGH THE
 AJ8275'GATE AND ACROSS THE APRON TO THE JUNCTION OF TAXIWAY B1.
 AJ8275'CONTINUE 0.26 MI NORTH ALONG TAXIWAY B1 TO THE JUNCTION OF
 AJ8275'TAXIWAY B. TURN LEFT ONTO TAXIWAY B AND PROCEED 1.02 MI WEST TO
 AJ8275'THE JUNCTION OF TAXIWAY B5 ON THE LEFT. TURN LEFT AND PROCEED 0.05
 AJ8275'MI SOUTH ALONG TAXIWAY B5 TO THE STATION ON THE LEFT.
 AJ8275'
 AJ8275'THE STATION IS LOCATED 79.82 M ON AN AZIMUTH OF 181 DEGREES FROM
 AJ8275'THE SOUTH EDGE OF PAVEMENT OF TAXIWAY B, 100.98 M ON AN AZIMUTH OF
 AJ8275'0 DEGREES FROM THE EDGE OF PAVEMENT OF RUNWAY 9-27, 83.62 M ON AN
 AJ8275'AZIMUTH OF 10 DEGREES FROM THE NORTHEAST CORNER OF THE
 AJ8275'NORTHERNMOST SET OF VASI LIGHTS FOR RUNWAY 9, 55.60 M ON AN
 AJ8275'AZIMUTH OF 44 DEGREES FROM THE NORTHEAST CORNER OF A CONCRETE
 AJ8275'HEADWALL OF A CULVERT, 53.32 M ON AN AZIMUTH OF 88 DEGREES FROM
 AJ8275'THE EDGE OF TAXIWAY B5, AND 1 M ON AN AZIMUTH OF 355 DEGREES FROM
 AJ8275'A CARSONITE WITNESS POST.
 AJ8275'
 AJ8275'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 AJ8275'EKM B 2001-- SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE
 AJ8275'MONUMENT 1.3 M IN DEPTH, WITH AN IRON ROD IMBEDDED IN THE
 AJ8275'MONUMENT, WHICH IS FLUSH WITH THE GROUND. THIS STATION IS
 AJ8275'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8275
 AJ8275                          STATION RECOVERY (2007)
 AJ8275
 AJ8275'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2007 (SST)
 AJ8275'UPDATE BY LAWSON-FISHER
 AJ8275'CONTACT PHONE NUMBER AREA CODE HAS CHANGED TO (574)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8276 ***********************************************************************
 AJ8276  SACS        -  This is a Secondary Airport Control Station.
 AJ8276  DESIGNATION -  EKM C
 AJ8276  PID         -  AJ8276
 AJ8276  STATE/COUNTY-  IN/ELKHART
 AJ8276  COUNTRY     -  US
 AJ8276  USGS QUAD   -  ELKHART (2019)
 AJ8276
 AJ8276                         *CURRENT SURVEY CONTROL
 AJ8276  ______________________________________________________________________
 AJ8276* NAD 83(2011) POSITION- 41 42 36.45541(N) 085 59 31.27019(W)   ADJUSTED
 AJ8276* NAD 83(2011) ELLIP HT-   200.675 (meters)        (06/27/12)   ADJUSTED
 AJ8276* NAD 83(2011) EPOCH   -  2010.00
 AJ8276* NAVD 88 ORTHO HEIGHT -   234.30  (meters)      768.7   (feet) GPS OBS
 AJ8276  ______________________________________________________________________
 AJ8276  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8276  GEOID HEIGHT    -        -33.574 (meters)                     GEOID99
 AJ8276  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 AJ8276  NAD 83(2011) X  -    333,305.518 (meters)                     COMP
 AJ8276  NAD 83(2011) Y  - -4,756,969.221 (meters)                     COMP
 AJ8276  NAD 83(2011) Z  -  4,221,756.386 (meters)                     COMP
 AJ8276  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 AJ8276
 AJ8276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8276  Standards:
 AJ8276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8276  -------------------------------------------------------------------
 AJ8276  NETWORK    0.63   1.33           0.29   0.21   0.68      0.13812625
 AJ8276  -------------------------------------------------------------------
 AJ8276  Click here for local accuracies and other accuracy information.
 AJ8276
 AJ8276.This mark is at Elkhart Airport (EKM)
 AJ8276
 AJ8276.The horizontal coordinates were established by GPS observations
 AJ8276.and adjusted by the National Geodetic Survey in June 2012.
 AJ8276
 AJ8276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8276.been affixed to the stable North American tectonic plate. See 
 AJ8276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8276
 AJ8276.The horizontal coordinates are valid at the epoch date displayed above
 AJ8276.which is a decimal equivalence of Year/Month/Day.
 AJ8276
 AJ8276.The orthometric height was determined by GPS observations and a
 AJ8276.high-resolution geoid model.
 AJ8276
 AJ8276.GPS derived orthometric heights for airport stations designated as
 AJ8276.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8276.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8276.not indicate centimeter accuracy relative to other marks which are
 AJ8276.part of the published vertical control network.
 AJ8276
 AJ8276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8276.GEOID18 height accuracy estimate available here.
 AJ8276
 AJ8276.Click photographs - Photos may exist for this station.
 AJ8276
 AJ8276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8276
 AJ8276.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8276
 AJ8276.The ellipsoidal height was determined by GPS observations
 AJ8276.and is referenced to NAD 83.
 AJ8276
 AJ8276. The following values were computed from the NAD 83(2011) position.
 AJ8276
 AJ8276;                    North         East     Units Scale Factor Converg.
 AJ8276;SPC IN E     -   717,473.922    72,923.165   MT  0.99997569   -0 12 59.3
 AJ8276;SPC IN E     - 2,353,912.36    239,248.75   sFT  0.99997569   -0 12 59.3
 AJ8276;UTM  16      - 4,618,083.535   583,856.842   MT  0.99968653   +0 40 14.6
 AJ8276
 AJ8276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8276!SPC IN E     -   0.99996853  x   0.99997569  =   0.99994422
 AJ8276!UTM  16      -   0.99996853  x   0.99968653  =   0.99965507
 AJ8276
 AJ8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8385618083(NAD 83)
 AJ8276
 AJ8276                          SUPERSEDED SURVEY CONTROL
 AJ8276
 AJ8276  NAD 83(2007)-  41 42 36.45563(N)    085 59 31.27136(W) AD(2002.00) 0
 AJ8276  ELLIP H (02/10/07)  200.699  (m)                       GP(2002.00)    
 AJ8276  NAD 83(1997)-  41 42 36.45566(N)    085 59 31.27141(W) AD(       ) 1
 AJ8276  ELLIP H (11/27/02)  200.701  (m)                       GP(       ) 4 1
 AJ8276  NAD 83(1997)-  41 42 36.45556(N)    085 59 31.27148(W) AD(       ) 1
 AJ8276  ELLIP H (03/18/02)  200.703  (m)                       GP(       ) 4 1
 AJ8276
 AJ8276.Superseded values are not recommended for survey control.
 AJ8276
 AJ8276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8276.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8276
 AJ8276_MARKER: DD = SURVEY DISK
 AJ8276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8276_STAMPING: EKM C 2001
 AJ8276_MARK LOGO: NGS
 AJ8276_PROJECTION: FLUSH
 AJ8276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8276+STABILITY: SURFACE MOTION
 AJ8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8276+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8276
 AJ8276  HISTORY     - Date     Condition        Report By
 AJ8276  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8276
 AJ8276                          STATION DESCRIPTION
 AJ8276
 AJ8276'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8276'THE STATION IS LOCATED APPROXIMATELY 2.2  MI NORTHEAST OF THE
 AJ8276'JUNCTION OF STATE ROUTE 19 AND STATE ROUTE 112, 4 MI NORTHWEST OF
 AJ8276'THE CITY OF ELKHART AND IS AT THE ELKHART MUNICIPAL AIRPORT.
 AJ8276'OWNERSHIP-- ELKHART MUNICIPAL AIRPORT, AIRPORT MANAGER ANDREW
 AJ8276'MAKSYMOVITCH, PHONE NUMBER (219) 264-5217. CONTACT THE AIRPORT
 AJ8276'MANAGER AT LEAST 48 HOURS IN ADVANCE TO ARRANGE FOR ACCESS.
 AJ8276'
 AJ8276'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 19
 AJ8276'(CASSOPOLIS ST) AND STATE ROUTE 112 (WEST BRISTOL ST), PROCEED
 AJ8276'WEST ON STATE ROUTE 112 FOR 0.85 MI TO THE JUNCTION OF
 AJ8276'EDWARDSBURG RD. TURN RIGHT AND PROCEED 1.05 MI NORTHWEST TO
 AJ8276'THE JUNCTION OF THE AIRPORT ACCESS ROAD. TURN RIGHT AND PROCEED
 AJ8276'0.18 MI NORTHEAST TO THE JUNCTION OF THE TERMINAL ENTRANCE ROAD
 AJ8276'ON THE RIGHT. TURN RIGHT AND PROCEED 0.12 MI EAST TO THE GATE ON
 AJ8276'THE RIGHT SIDE OF THE TERMINAL. PROCEED 0.15 MI SOUTHEAST THROUGH
 AJ8276'THE GATE AND ACROSS THE APRON TO THE JUNCTION OF TAXIWAY D.
 AJ8276'CONTINUE 0.41 MI SOUTHEAST ALONG TAXIWAY D TO A ROAD LEADING
 AJ8276'SOUTH.  CONTINUE APPROXIMATELY 100 M SOUTH ALONG THE ROAD TO THE
 AJ8276'STATION ON THE LEFT.
 AJ8276'
 AJ8276'THE STATION IS LOCATED 137.1 M SOUTHEAST OF THE CENTERLINE OF
 AJ8276'TAXIWAY D AND THE CENTERLINE OF THE HOLD SHORT LINE FOR THE
 AJ8276'APPROACH END OF RUNWAY 35, 78.18 M WEST OF THE PROJECTED
 AJ8276'CENTERLINE OF RUNWAY 35, AND IS 25.41 M NORTH OF THE AIRPORT FENCE.
 AJ8276'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 AJ8276'EKM C 2001-- SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE
 AJ8276'MONUMENT 1.3 M IN DEPTH, WITH AN IRON ROD IMBEDDED IN THE
 AJ8276'MONUMENT, WHICH IS FLUSH WITH THE GROUND. THIS STATION IS
 AJ8276'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2020 ***********************************************************************
 JA2020  DESIGNATION -  ELEVATOR
 JA2020  PID         -  JA2020
 JA2020  STATE/COUNTY-  IN/GIBSON
 JA2020  COUNTRY     -  US
 JA2020  USGS QUAD   -  PRINCETON (2019)
 JA2020
 JA2020                         *CURRENT SURVEY CONTROL
 JA2020  ______________________________________________________________________
 JA2020* NAD 83(1997) POSITION- 38 21 00.84278(N) 087 32 23.63066(W)   ADJUSTED
 JA2020* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 JA2020  ______________________________________________________________________
 JA2020  GEOID HEIGHT    -        -31.524 (meters)                     GEOID18
 JA2020  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JA2020  HORZ ORDER      -  SECOND
 JA2020
 JA2020.The horizontal coordinates were established by classical geodetic methods
 JA2020.and adjusted by the National Geodetic Survey in May 1999.
 JA2020
 JA2020.The orthometric height was scaled from a topographic map.
 JA2020
 JA2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2020.GEOID18 height accuracy estimate available here.
 JA2020
 JA2020.Click photographs - Photos may exist for this station.
 JA2020
 JA2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2020
 JA2020. The following values were computed from the NAD 83(1997) position.
 JA2020
 JA2020;                    North         East     Units Scale Factor Converg.
 JA2020;SPC IN W     -   344,467.304   860,091.553   MT  0.99998627   -0 16 59.8
 JA2020;SPC IN W     - 1,130,139.81  2,821,817.04   sFT  0.99998627   -0 16 59.8
 JA2020;UTM  16      - 4,244,813.294   452,824.612   MT  0.99962741   -0 20 06.0
 JA2020
 JA2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2020!SPC IN W     -   0.99997955  x   0.99998627  =   0.99996582
 JA2020!UTM  16      -   0.99997955  x   0.99962741  =   0.99960697
 JA2020
 JA2020:                Primary Azimuth Mark                     Grid Az
 JA2020:SPC IN W     -  ELEVATOR AZ MK                           293 42 18.9
 JA2020:UTM  16      -  ELEVATOR AZ MK                           293 45 25.1
 JA2020
 JA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5282444813(NAD 83)
 JA2020
 JA2020|---------------------------------------------------------------------|
 JA2020| PID    Reference Object                     Distance      Geod. Az  |
 JA2020|                                                           dddmmss.s |
 JA2020| JA2010 HAZELTON TEL MICROWAVE KSN 89       APPROX.11.1 KM 0150058.9 |
 JA2020| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX. 2.2 KM 2480908.6 |
 JA2020| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX. 2.6 KM 2500921.5 |
 JA2020| JA2013 PRINCETON RAD STA WRAY              APPROX. 4.5 KM 2785816.3 |
 JA2020| JA2014 PRINCETON COURTHOUSE SPIRE          APPROX. 2.5 KM 2835323.2 |
 JA2020| JA2018 ELEVATOR AZ MK                      APPROX. 1.2 KM 2932519.1 |
 JA2020| JA2019 ELEVATOR RM 1                         3.572 METERS 35758     |
 JA2020|---------------------------------------------------------------------|
 JA2020
 JA2020                          SUPERSEDED SURVEY CONTROL
 JA2020
 JA2020  NAD 83(1993)-  38 21 00.84966(N)    087 32 23.63088(W) AD(       ) 2
 JA2020  NAD 83(1986)-  38 21 00.85177(N)    087 32 23.63169(W) AD(       ) 2
 JA2020  NAD 27      -  38 21 00.68731(N)    087 32 23.55506(W) AD(       ) 2
 JA2020
 JA2020.Superseded values are not recommended for survey control.
 JA2020
 JA2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2020.See file dsdata.pdf to determine how the superseded data were derived.
 JA2020
 JA2020_MARKER: DS = TRIANGULATION STATION DISK
 JA2020_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JA2020_SP_SET: ELEVATOR ROOF
 JA2020_STAMPING: ELEVATOR 1967
 JA2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA2020+STABILITY: POSITION/ELEVATION WELL
 JA2020
 JA2020  HISTORY     - Date     Condition        Report By
 JA2020  HISTORY     - 1967     MONUMENTED       CGS
 JA2020
 JA2020                          STATION DESCRIPTION
 JA2020
 JA2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2020'STATION IS LOCATED ABOUT 1.5 MILE EAST OF PRINCETON, ON SOUTH SIDE OF
 JA2020'STATE HIGHWAY 64, ON TOP OF THE CONCRETE GIBSON COUNTY FARM COOP
 JA2020'ELEVATOR AND ON THE NORTH SIDE OF THE HIGH HOUSE.
 JA2020'
 JA2020'TO REACH FROM THE JUNCTION SQUARE IN PRINCETON, GO EAST ON STATE
 JA2020'HIGHWAY 64 FOR 1.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 JA2020'FOR 0.1 MILE TO A DRIVEWAY RIGHT JUST AFTER CROSSING RAILROAD TRACKS.
 JA2020'TURN RIGHT AND GO WESTERLY ON DRIVEWAY FOR 0.05 MILE TO STATION ON TOP
 JA2020'OF ELEVATOR AS DESCRIBED.
 JA2020'
 JA2020'STATION MARK, A STANDARD DISK STAMPED ELEVATOR 1967, IS SET IN A DRILL
 JA2020'HOLE IN CONCRETE FLOOR OF ROOF OF ELEVATOR.  IT IS 20.2 FEET NORTHWEST
 JA2020'OF THE CENTER OF AN AIR VENT, 17.8 FEET NORTHWEST OF THE NORTHEAST
 JA2020'CORNER OF THE HIGH HOUSE, 17.3 FEET SOUTHEAST OF CENTER OF AN AIR VENT
 JA2020'AND 8.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF HIGH HOUSE.
 JA2020'
 JA2020'RM 1, STAMPED ELEVATOR NO 1 1967, IS SET ABOUT 2 INCHES BELOW THE
 JA2020'SURFACE OF THE GROUND.  IT IS 62 FEET SOUTH OF THE SOUTHWEST CORNER OF
 JA2020'OLD GRAIN ELEVATOR NORTH OF RIALROAD TRACKS, 34 FEET SOUTH OF SOUTH
 JA2020'RAIL OF RAILROAD TRACK, 20 FEET SOUTH-SOUTHWEST OF SOUTHWEST LEG OF
 JA2020'STEEL TOWER (BETWEEN ELEVATORS) AND 11 FEET WEST-NORTHWEST OF CENTER
 JA2020'OF NORTH SIDE OF CENTER SILO OF ELEVATOR BUILDING.
 JA2020'
 JA2020'AZIMUTH MARK, STAMPED ELEVATOR 1967, IS SET FLUSH WITH THE GROUND.  IT
 JA2020'IS 171 FEET EAST OF CENTER OF SOUTH MADISION STREET, 146 FEET WEST OF
 JA2020'CENTER OF ROAD, 137 FEET NORTH OF NORTHWEST CORNER OF LARGE WAREHOUSE
 JA2020'BUILDING AND 65 FEET SOUTH OF POWER LINE POLE NUMBER 67341.
 JA2020'
 JA2020'SEE MR GEORGE MILLER FOR PERMISSION TO GO ON TOP OF ELEVATOR BUILDING
 JA2020'AND MR NURRENBURN, IN CHARGE OF UNLOADING AND DRYING OF GRAIN, FOR
 JA2020'PERMISSION TO USE THE ONE MAN ELEVATOR.
 JA2020'
 JA2020'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2018 ***********************************************************************
 JA2018  DESIGNATION -  ELEVATOR AZ MK
 JA2018  PID         -  JA2018
 JA2018  STATE/COUNTY-  IN/GIBSON
 JA2018  COUNTRY     -  US
 JA2018  USGS QUAD   -  PRINCETON (2019)
 JA2018
 JA2018                         *CURRENT SURVEY CONTROL
 JA2018  ______________________________________________________________________
 JA2018* NAD 83(1997) POSITION- 38 21 16.69900(N) 087 33 10.12207(W)   ADJUSTED
 JA2018* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 JA2018  ______________________________________________________________________
 JA2018  GEOID HEIGHT    -        -31.511 (meters)                     GEOID18
 JA2018  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 JA2018  HORZ ORDER      -  SECOND
 JA2018
 JA2018.The horizontal coordinates were established by classical geodetic methods
 JA2018.and adjusted by the National Geodetic Survey in May 1999.
 JA2018
 JA2018.The orthometric height was scaled from a topographic map.
 JA2018
 JA2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2018.GEOID18 height accuracy estimate available here.
 JA2018
 JA2018.Click photographs - Photos may exist for this station.
 JA2018
 JA2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2018
 JA2018. The following values were computed from the NAD 83(1997) position.
 JA2018
 JA2018;                    North         East     Units Scale Factor Converg.
 JA2018;SPC IN W     -   344,961.865   858,965.191   MT  0.99998740   -0 17 28.8
 JA2018;SPC IN W     - 1,131,762.39  2,818,121.63   sFT  0.99998740   -0 17 28.8
 JA2018;UTM  16      - 4,245,308.695   451,699.100   MT  0.99962873   -0 20 34.9
 JA2018
 JA2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2018!SPC IN W     -   0.99998065  x   0.99998740  =   0.99996805
 JA2018!UTM  16      -   0.99998065  x   0.99962873  =   0.99960938
 JA2018
 JA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5169945308(NAD 83)
 JA2018
 JA2018                          SUPERSEDED SURVEY CONTROL
 JA2018
 JA2018  NAD 83(1993)-  38 21 16.70592(N)    087 33 10.12227(W) AD(       ) 2
 JA2018  NAD 83(1986)-  38 21 16.70802(N)    087 33 10.12306(W) AD(       ) 2
 JA2018  NAD 27      -  38 21 16.54424(N)    087 33 10.04477(W) AD(       ) 2
 JA2018
 JA2018.Superseded values are not recommended for survey control.
 JA2018
 JA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2018.See file dsdata.pdf to determine how the superseded data were derived.
 JA2018
 JA2018_MARKER: DZ = AZIMUTH MARK DISK
 JA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2018_STAMPING: ELEVATOR 1967
 JA2018_MARK LOGO: CGS
 JA2018_PROJECTION: FLUSH
 JA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2018+STABILITY: SURFACE MOTION
 JA2018
 JA2018  HISTORY     - Date     Condition        Report By
 JA2018  HISTORY     - 1967     MONUMENTED       CGS
 JA2018
 JA2018                          STATION DESCRIPTION
 JA2018
 JA2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2018'AZIMUTH MARK, STAMPED ELEVATOR 1967, IS SET FLUSH WITH THE GROUND.
 JA2018'IT IS 171 FEET
 JA2018'EAST OF CENTER OF SOUTH MADISION STREET, 146 FEET WEST
 JA2018'OF CENTER OF ROAD, 137 FEET NORTH
 JA2018'OF NORTHWEST CORNER OF LARGE
 JA2018'WAREHOUSE BUILDING AND 65 FEET SOUTH OF POWER LINE
 JA2018'POLE NUMBER 67341.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1934 ***********************************************************************
 KA1934  DESIGNATION -  ELEVATOR RESET
 KA1934  PID         -  KA1934
 KA1934  STATE/COUNTY-  IN/MARION
 KA1934  COUNTRY     -  US
 KA1934  USGS QUAD   -  BEECH GROVE (2019)
 KA1934
 KA1934                         *CURRENT SURVEY CONTROL
 KA1934  ______________________________________________________________________
 KA1934* NAD 83(1997) POSITION- 39 44 27.01881(N) 086 06 06.64739(W)   ADJUSTED
 KA1934* NAVD 88 ORTHO HEIGHT -   239.16  (+/-2cm)      784.6   (feet) VERTCON3
 KA1934  ______________________________________________________________________
 KA1934  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 KA1934  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 KA1934  HORZ ORDER      -  SECOND
 KA1934  VERT ORDER      -  THIRD ? (See Below)
 KA1934
 KA1934.The horizontal coordinates were established by classical geodetic methods
 KA1934.and adjusted by the National Geodetic Survey in May 1999.
 KA1934
 KA1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1934
 KA1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1934.GEOID18 height accuracy estimate available here.
 KA1934
 KA1934.The vertical order pertains to the NGVD 29 superseded value.
 KA1934
 KA1934.Click photographs - Photos may exist for this station.
 KA1934
 KA1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1934
 KA1934. The following values were computed from the NAD 83(1997) position.
 KA1934
 KA1934;                    North         East     Units Scale Factor Converg.
 KA1934;SPC IN E     -   498,833.909    62,699.386   MT  0.99998379   -0 16 41.6
 KA1934;SPC IN E     - 1,636,590.92    205,706.24   sFT  0.99998379   -0 16 41.6
 KA1934;UTM  16      - 4,399,379.111   576,955.742   MT  0.99967291   +0 34 27.2
 KA1934
 KA1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1934!SPC IN E     -   0.99996775  x   0.99998379  =   0.99995154
 KA1934!UTM  16      -   0.99996775  x   0.99967291  =   0.99964067
 KA1934
 KA1934:                Primary Azimuth Mark                     Grid Az
 KA1934:SPC IN E     -  PROSPECT                                 359 59 26.3
 KA1934:UTM  16      -  PROSPECT                                 359 08 17.5
 KA1934
 KA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7695599379(NAD 83)
 KA1934
 KA1934|---------------------------------------------------------------------|
 KA1934| PID    Reference Object                     Distance      Geod. Az  |
 KA1934|                                                           dddmmss.s |
 KA1934| CC8647 ELEVATOR RM                           9.575 METERS 09347     |
 KA1934| KA1919 PROSPECT                            APPROX. 1.3 KM 3594244.7 |
 KA1934|---------------------------------------------------------------------|
 KA1934
 KA1934                          SUPERSEDED SURVEY CONTROL
 KA1934
 KA1934  NAD 83(1986)-  39 44 27.02102(N)    086 06 06.67190(W) AD(       ) 2
 KA1934  NAD 27      -  39 44 26.86300(N)    086 06 06.72500(W) AD(       ) 2
 KA1934  NGVD 29             239.29   (m)          785.1    (f) LEVELING    3  
 KA1934
 KA1934.Superseded values are not recommended for survey control.
 KA1934
 KA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1934.See file dsdata.pdf to determine how the superseded data were derived.
 KA1934
 KA1934_MARKER: DS = TRIANGULATION STATION DISK
 KA1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1934_STAMPING: ELEVATOR 1920
 KA1934_MARK LOGO: CGS
 KA1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1934+STABILITY: SURFACE MOTION
 KA1934
 KA1934  HISTORY     - Date     Condition        Report By
 KA1934  HISTORY     - 1941     MONUMENTED       INHD
 KA1934  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1934
 KA1934                          STATION DESCRIPTION
 KA1934
 KA1934'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1941
 KA1934'STATION RAISED APPROXIMATELY 12 FT. AND IS NOW IMBEDDED IN CONCRETE
 KA1934'ON WEST SLOPE OF NEW FILL. STATION WILL PROBABLY MOVE SLIGHTLY TO
 KA1934'THE WEST IN THE NEXT TWO YEARS.
 KA1934'
 KA1934'REFERENCE MARK RAISED APPROXIMATELY 22 FT. AND IS NOW IMBEDDED IN
 KA1934'CONCRETE SLAB 2.39 FT. FROM WEST EDGE OF SLAB.  DISTANCE
 KA1934'BETWEEN REFERENCE AND STATION IS 31.41 FEET.
 KA1934'
 KA1934'NOTE- BOTH POINTS WERE CHANGED VERTICALLY ONLY.
 KA1934
 KA1934                          STATION RECOVERY (1975)
 KA1934
 KA1934'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1934'STATION AND REFERENCE NOT RECOVERED.
 KA1934'
 KA1934'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.E. SIDE OF
 KA1934'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2019 ***********************************************************************
 JA2019  DESIGNATION -  ELEVATOR RM 1
 JA2019  PID         -  JA2019
 JA2019  STATE/COUNTY-  IN/GIBSON
 JA2019  COUNTRY     -  US
 JA2019  USGS QUAD   -  PRINCETON (2019)
 JA2019
 JA2019                         *CURRENT SURVEY CONTROL
 JA2019  ______________________________________________________________________
 JA2019* NAD 83(1997) POSITION- 38 21 00.95856(N) 087 32 23.63588(W)   ADJUSTED
 JA2019* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 JA2019  ______________________________________________________________________
 JA2019  GEOID HEIGHT    -        -31.524 (meters)                     GEOID18
 JA2019  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JA2019  HORZ ORDER      -  SECOND
 JA2019
 JA2019.The horizontal coordinates were established by classical geodetic methods
 JA2019.and adjusted by the National Geodetic Survey in May 1999.
 JA2019
 JA2019.The orthometric height was scaled from a topographic map.
 JA2019
 JA2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2019.GEOID18 height accuracy estimate available here.
 JA2019
 JA2019.Click photographs - Photos may exist for this station.
 JA2019
 JA2019.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2019
 JA2019. The following values were computed from the NAD 83(1997) position.
 JA2019
 JA2019;                    North         East     Units Scale Factor Converg.
 JA2019;SPC IN W     -   344,470.874   860,091.444   MT  0.99998627   -0 16 59.8
 JA2019;SPC IN W     - 1,130,151.53  2,821,816.68   sFT  0.99998627   -0 16 59.8
 JA2019;UTM  16      - 4,244,816.864   452,824.506   MT  0.99962741   -0 20 06.0
 JA2019
 JA2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2019!SPC IN W     -   0.99997955  x   0.99998627  =   0.99996582
 JA2019!UTM  16      -   0.99997955  x   0.99962741  =   0.99960697
 JA2019
 JA2019:                Primary Azimuth Mark                     Grid Az
 JA2019:SPC IN W     -  ELEVATOR AZ MK                           293 33 17.4
 JA2019:UTM  16      -  ELEVATOR AZ MK                           293 36 23.6
 JA2019
 JA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5282444816(NAD 83)
 JA2019
 JA2019|---------------------------------------------------------------------|
 JA2019| PID    Reference Object                     Distance      Geod. Az  |
 JA2019|                                                           dddmmss.s |
 JA2019| JA2020 ELEVATOR                              3.572 METERS 17758     |
 JA2019| JA2018 ELEVATOR AZ MK                      APPROX. 1.2 KM 2931617.6 |
 JA2019|---------------------------------------------------------------------|
 JA2019
 JA2019                          SUPERSEDED SURVEY CONTROL
 JA2019
 JA2019  NAD 83(1993)-  38 21 00.96544(N)    087 32 23.63610(W) AD(       ) 2
 JA2019  NAD 83(1986)-  38 21 00.96754(N)    087 32 23.63691(W) AD(       ) 2
 JA2019  NAD 27      -  38 21 00.80308(N)    087 32 23.56021(W) AD(       ) 2
 JA2019
 JA2019.Superseded values are not recommended for survey control.
 JA2019
 JA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2019.See file dsdata.pdf to determine how the superseded data were derived.
 JA2019
 JA2019_MARKER: DR = REFERENCE MARK DISK
 JA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2019_STAMPING: ELEVATOR NO 1 1967
 JA2019_MARK LOGO: CGS
 JA2019_PROJECTION: RECESSED 5 CENTIMETERS
 JA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2019+STABILITY: SURFACE MOTION
 JA2019
 JA2019  HISTORY     - Date     Condition        Report By
 JA2019  HISTORY     - 1967     MONUMENTED       CGS
 JA2019
 JA2019                          STATION DESCRIPTION
 JA2019
 JA2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2019'STATION IS LOCATED ABOUT 1.5 MILE EAST OF PRINCETON, ON SOUTH SIDE OF
 JA2019'STATE HIGHWAY 64, AT THE BASE OF THE GIBSON COUNTY FARM COOP ELEVATOR
 JA2019'AND ON THE NORTH SIDE.
 JA2019'
 JA2019'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED ELEVATOR NO 1
 JA2019'1967, IS SET 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 62 FEET
 JA2019'SOUTH OF THE SOUTHWEST CORNER OF OLD GRAIN ELEVATOR NORTH OF RAILROAD
 JA2019'TRACKS, 34 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 20 FEET
 JA2019'SOUTH-SOUTHWEST OF SOUTHWEST LEG OF STEEL TOWER (BETWEEEN ELEVATORS)
 JA2019'AND 11 FEET WEST-NORTHWEST OF CENTER OF NORTH SIDE OF CENTER SILO OF
 JA2019'ELEVATOR BUILDING.
 JA2019'
 JA2019'A TRAVERSE DISTANCE WAS MEASURED TO STATION ELEVATOR.  THE DISTANCE IS
 JA2019'(11.72 FEET) 3.5724 METERS.
 JA2019'
 JA2019'TO REACH THE STATION REFER TO THE DESCRIPTION OF STATION ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7521 ***********************************************************************
 DR7521  DESIGNATION -  ELK 115
 DR7521  PID         -  DR7521
 DR7521  STATE/COUNTY-  IN/ELKHART
 DR7521  COUNTRY     -  US
 DR7521  USGS QUAD   -  MIDDLEBURY (2019)
 DR7521
 DR7521                         *CURRENT SURVEY CONTROL
 DR7521  ______________________________________________________________________
 DR7521* NAD 83(1986) POSITION- 41 39 14.35   (N) 085 40 13.27   (W)   HD_HELD1
 DR7521* NAVD 88 ORTHO HEIGHT -   255.216 (meters)      837.32  (feet) ADJUSTED
 DR7521  ______________________________________________________________________
 DR7521  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 DR7521  DYNAMIC HEIGHT  -        255.119 (meters)      837.00  (feet) COMP
 DR7521  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 DR7521
 DR7521  VERT ORDER      -  SECOND    CLASS I
 DR7521
 DR7521.The horizontal coordinates were determined by differentially corrected
 DR7521.hand held GPS observations or other comparable positioning techniques
 DR7521.and have an estimated accuracy of +/- 3 meters.
 DR7521
 DR7521.The orthometric height was determined by differential leveling and
 DR7521.adjusted by the NATIONAL GEODETIC SURVEY
 DR7521.in March 2022.
 DR7521
 DR7521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7521.GEOID18 height accuracy estimate available here.
 DR7521
 DR7521.Click photographs - Photos may exist for this station.
 DR7521
 DR7521.The dynamic height is computed by dividing the NAVD 88
 DR7521.geopotential number by the normal gravity value computed on the
 DR7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7521.degrees latitude (g = 980.6199 gals.).
 DR7521
 DR7521.The modeled gravity was interpolated from observed gravity values.
 DR7521
 DR7521;                    North         East    Units  Estimated Accuracy
 DR7521;SPC IN E     -   711,187.6      99,693.0     MT  (+/- 3 meters HH1 GPS) 
 DR7521
 DR7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1071312213(NAD 83)
 DR7521
 DR7521                          SUPERSEDED SURVEY CONTROL
 DR7521
 DR7521.No superseded survey control is available for this station.
 DR7521
 DR7521_MARKER: DD = SURVEY DISK
 DR7521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR7521_SP_SET: BRIDGE FOUNDATION
 DR7521_STAMPING: ELK 115 1986
 DR7521_MARK LOGO: INDNR
 DR7521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7521+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2019
 DR7521
 DR7521  HISTORY     - Date     Condition        Report By
 DR7521  HISTORY     - 1986     MONUMENTED       INDNR
 DR7521  HISTORY     - 20190101 GOOD             INDOT
 DR7521
 DR7521                          STATION DESCRIPTION
 DR7521
 DR7521'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (ADR)
 DR7521'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF MILLERSBURG, 4.8
 DR7521'MI (7.7 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 2.4 MI (3.9 KM)
 DR7521'SOUTHEAST OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7521'
 DR7521'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7521'TRAVEL EAST 1.83 MI (2.94 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7521'THE RIGHT (SOUTH) SIDE OF THE ROAD IN THE BRIDGE WINGWALL.
 DR7521'
 DR7521'THE STATION IS SET IN THE TOP OF THE WEST END OF THE SOUTHEAST
 DR7521'CONCRETE BRIDGE WINGWALL.  IT IS 21.6 FT (6.6 M) SOUTH OF THE ROAD
 DR7521'CENTERLINE, 0.7 FT (21 CM) SOUTH OF THE BARRIER WALL, 0.5 FT (15 CM)
 DR7521'NORTHEAST OF THE SOUTHWEST FACE OF THE WINGWALL AND 0.2 FT (6 CM)
 DR7521'ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2353 ***********************************************************************
 HZ2353  DESIGNATION -  ELK RESET
 HZ2353  PID         -  HZ2353
 HZ2353  STATE/COUNTY-  IN/WASHINGTON
 HZ2353  COUNTRY     -  US
 HZ2353  USGS QUAD   -  LITTLE YORK (2019)
 HZ2353
 HZ2353                         *CURRENT SURVEY CONTROL
 HZ2353  ______________________________________________________________________
 HZ2353* NAD 83(1997) POSITION- 38 39 03.78897(N) 085 58 30.52682(W)   ADJUSTED
 HZ2353* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 HZ2353  ______________________________________________________________________
 HZ2353  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 HZ2353  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 HZ2353  HORZ ORDER      -  FIRST
 HZ2353
 HZ2353.The horizontal coordinates were established by classical geodetic methods
 HZ2353.and adjusted by the National Geodetic Survey in May 1999.
 HZ2353
 HZ2353.The orthometric height was scaled from a topographic map.
 HZ2353
 HZ2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2353.GEOID18 height accuracy estimate available here.
 HZ2353
 HZ2353.Click photographs - Photos may exist for this station.
 HZ2353
 HZ2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2353
 HZ2353. The following values were computed from the NAD 83(1997) position.
 HZ2353
 HZ2353;                    North         East     Units Scale Factor Converg.
 HZ2353;SPC IN E     -   377,805.317    73,147.624   MT  0.99997554   -0 11 33.6
 HZ2353;SPC IN E     - 1,239,516.28    239,985.16   sFT  0.99997554   -0 11 33.6
 HZ2353;UTM  16      - 4,278,552.840   589,179.172   MT  0.99969793   +0 38 24.5
 HZ2353
 HZ2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2353!SPC IN E     -   0.99995728  x   0.99997554  =   0.99993282
 HZ2353!UTM  16      -   0.99995728  x   0.99969793  =   0.99965522
 HZ2353
 HZ2353:                Primary Azimuth Mark                     Grid Az
 HZ2353:SPC IN E     -  NORRIS                                   207 37 01.4
 HZ2353:UTM  16      -  NORRIS                                   206 47 03.3
 HZ2353
 HZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8917978552(NAD 83)
 HZ2353
 HZ2353|---------------------------------------------------------------------|
 HZ2353| PID    Reference Object                     Distance      Geod. Az  |
 HZ2353|                                                           dddmmss.s |
 HZ2353| HZ2355 LOUISVILLE INDIANAP AWY BN 3        APPROX.15.6 KM 0360909.8 |
 HZ2353| CG8585 ELK RM 3                             72.485 METERS 04750     |
 HZ2353| CG8583 ELK RM 1                             25.273 METERS 10724     |
 HZ2353| JA0218 NORRIS                              APPROX. 7.3 KM 2072527.8 |
 HZ2353| CG8584 ELK RM 2                             28.767 METERS 22615     |
 HZ2353| CG8582 ELK AZ MK                                          2435430.7 |
 HZ2353| CG8586 ELK RM 4                             51.240 METERS 34108     |
 HZ2353|---------------------------------------------------------------------|
 HZ2353
 HZ2353                          SUPERSEDED SURVEY CONTROL
 HZ2353
 HZ2353  NAD 83(1993)-  38 39 03.79152(N)    085 58 30.52679(W) AD(       ) 1
 HZ2353  NAD 83(1986)-  38 39 03.79268(N)    085 58 30.53076(W) AD(       ) 1
 HZ2353  NAD 27      -  38 39 03.58700(N)    085 58 30.62300(W) AD(       ) 1
 HZ2353
 HZ2353.Superseded values are not recommended for survey control.
 HZ2353
 HZ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2353.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2353
 HZ2353_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2353_STAMPING: ELK 1946 1977
 HZ2353_MARK LOGO: NGS
 HZ2353_PROJECTION: RECESSED 56 CENTIMETERS
 HZ2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2353+STABILITY: SURFACE MOTION
 HZ2353
 HZ2353  HISTORY     - Date     Condition        Report By
 HZ2353  HISTORY     - 1946     MONUMENTED       CGS
 HZ2353  HISTORY     - 1977     SEE DESCRIPTION  NGS
 HZ2353
 HZ2353                          STATION DESCRIPTION
 HZ2353
 HZ2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2353'THIS STATION IS BESIDE STATE HIGHWAY 56, ABOUT 10-1/2 MILES
 HZ2353'WEST-SOUTHWEST FROM SCOTTSBURG, AND ABOUT 8 MILES EAST FROM
 HZ2353'SALEM, ON THE LAND OWNED BY MR. LAWRENCE MORGAN. THE MARK IS 206 FEET
 HZ2353'WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTHEAST OF A
 HZ2353'WHITE WITNESS POST, AND 6 FEET NORTH OF THE EAST EDGE OF THE FIELD.
 HZ2353'THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HZ2353'ELK 1946.
 HZ2353'
 HZ2353'REFERENCE MARK NO. 1 IS 82.92 FEET EAST OF THE STATION, 123 FEET WEST
 HZ2353'OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 6 INCHES
 HZ2353'AND THE DISK IS STAMPED ELK NO 1 1946.
 HZ2353'
 HZ2353'REFERENCE MARK NO. 2 IS 94.38 FEET WEST-SOUTHWEST OF THE STATION, IT
 HZ2353'IS IN LINE WITH AN EAST-AND-WEST ROW OF APPLE TREES. THE MARK
 HZ2353'PROJECTS 4 INCHES AND THE DISK IS STAMPED ELK NO 2 1946.
 HZ2353'
 HZ2353'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 30 FEET SOUTH OF
 HZ2353'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A WIRE FENCE, AND
 HZ2353'2 FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES
 HZ2353'AND THE DISK IS STAMPED ELK 1946.
 HZ2353'
 HZ2353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135, 60 AND
 HZ2353'56 IN SALEM, GO EAST ON THE LATTER FOR 7.95 MILES AND THE
 HZ2353'AZIMUTH MARK IS ON THE RIGHT, CONTINUE EAST FOR 0.5 MILE AND THE
 HZ2353'STATION IS ON THE LEFT ON A SMALL BADLY ERODED HILL.
 HZ2353'
 HZ2353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2353
 HZ2353                          STATION RECOVERY (1977)
 HZ2353
 HZ2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ2353'STATION MARK FOUND UPROOTED.  THE UNDERGROUND MARK WAS FOUND IN
 HZ2353'GOOD CONDITION.  REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD CONDITION
 HZ2353'AND THE DISTANCE TO THEM CHECKED.  A NEW STATION MARK WAS SET 22
 HZ2353'INCHES BELOW THE GROUND SURFACE.  THE AZIMUTH MARK WAS NOT
 HZ2353'RECOVERED AND ASSUMED TO BE DESTROYED.  THERE WAS NO VISIBLE OBJECT
 HZ2353'TO SET A NEW AZIMUTH MARK.  REFERENCE MARKS 1 AND 2 WERE IN THE
 HZ2353'WAY OF FARMING EQUIPMENT AND WERE DESTROYED AFTER
 HZ2353'ESTABLISHING REFERENCE MARKS 3 AND 4.  DUE TO ROAD CHANGE AND
 HZ2353'PROPERTY OWNERSHIP CHANGE A NEW DESCRIPTION FOLLOWS--
 HZ2353'
 HZ2353'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF SCOTTSBURG,
 HZ2353'8-MILES EAST OF SALEM, ON THE HIGHEST PART OF A CULTIVATED FIELD
 HZ2353'OWNED BY MR. B.J. WOODFORD DVM. WHOSE OFFICE IS ABOUT 3-1/2 MILES
 HZ2353'WEST OF SCOTTSBURG ON STATE HIGHWAY 56.  PHONE NUMBER OF MR.
 HZ2353'WOODFORD IS 752-3372.  IT IS 205 FEET WEST OF THE CENTERLINE OF OLD
 HZ2353'SALEM ROAD, 167.8 FEET SOUTH OF A FENCELINE, 173 FEET WEST OF
 HZ2353'TELEPHONE POLE NUMBER 309, 102 FEET NORTH-NORTHEAST OF A POWER
 HZ2353'POLE WITH A WITNESS SIGN ON THE NORTH SIDE, 238 FEET SOUTHWEST
 HZ2353'OF A METAL WITNESS POST AND 168 FEET SOUTHEAST OF A METAL WITNESS
 HZ2353'POST.  THE MARK IS UNDERGROUND 22 INCHES AND THE DISK IS STAMPED
 HZ2353'ELK 1946 1977.
 HZ2353'
 HZ2353'REFERENCE MARK 3 IS 86 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HZ2353'1-FOOT WEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A
 HZ2353'FENCELINE.  THE MARK PROJECTS 1-INCH AND THE DISK STAMPED ELK 1946
 HZ2353'NO 3 1977.
 HZ2353'
 HZ2353'REFERENCE MARK 4 IS AT THE EXTREME NORTH EDGE OF THE FIELD, 1-FOOT
 HZ2353'EAST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF THE FENCELINE.
 HZ2353'THE MARK IS A STANDARD 3-FOOT ALUMINUM MARK WITH 3-MAGNETS
 HZ2353'ATTACHED.  THE DISK IS STAMPED ELK 1946 NO 4 1977.
 HZ2353'
 HZ2353'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 HZ2353'STATE HIGHWAY 56 AT THE WEST EDGE OF SCOTTSBURG, GO WEST ON HIGHWAY
 HZ2353'56 FOR 6.5 MILES TO A CROSSROAD.  TURN LEFT GO 0.1 MILE
 HZ2353'TO A STOP SIGN.  TURN RIGHT AND GO WEST AND SOUTHWEST ON OLD SALEM
 HZ2353'ROAD FOR 5.55 MILES TO A SMALL HILL ON THE RIGHT (JUST BEFORE WHERE
 HZ2353'THE ROAD GOES WEST AGAIN) AND THE STATION AS DESCRIBED.
 HZ2353'
 HZ2353'COULD NOT MEASURE RM 3 TO 4 TOO MANY TREES ON LINE.
 HZ2353'
 HZ2353'REFERENCE MARKS 1 AND 2 WERE DESTROYED AFTER RM 3 AND 4 WERE
 HZ2353'ESTABLISHED.
 HZ2353'
 HZ2353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-MILES EAST OF
 HZ2353'SALEM.
 HZ2353'
 HZ2353'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1966 ***********************************************************************
 KA1966  DESIGNATION -  ELKHART
 KA1966  PID         -  KA1966
 KA1966  STATE/COUNTY-  IN/JOHNSON
 KA1966  COUNTRY     -  US
 KA1966  USGS QUAD   -  FRANKLIN (2019)
 KA1966
 KA1966                         *CURRENT SURVEY CONTROL
 KA1966  ______________________________________________________________________
 KA1966* NAD 83(1997) POSITION- 39 29 57.81621(N) 086 03 29.24652(W)   ADJUSTED
 KA1966* NAVD 88 ORTHO HEIGHT -   228.98  (+/-2cm)      751.2   (feet) VERTCON3
 KA1966  ______________________________________________________________________
 KA1966  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 KA1966  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 KA1966  HORZ ORDER      -  SECOND
 KA1966  VERT ORDER      -  THIRD ? (See Below)
 KA1966
 KA1966.The horizontal coordinates were established by classical geodetic methods
 KA1966.and adjusted by the National Geodetic Survey in May 1999.
 KA1966
 KA1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1966
 KA1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1966.GEOID18 height accuracy estimate available here.
 KA1966
 KA1966.The vertical order pertains to the NGVD 29 superseded value.
 KA1966
 KA1966.Click photographs - Photos may exist for this station.
 KA1966
 KA1966.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1966
 KA1966. The following values were computed from the NAD 83(1997) position.
 KA1966
 KA1966;                    North         East     Units Scale Factor Converg.
 KA1966;SPC IN E     -   472,010.385    66,330.193   MT  0.99998062   -0 14 56.4
 KA1966;SPC IN E     - 1,548,587.40    217,618.31   sFT  0.99998062   -0 14 56.4
 KA1966;UTM  16      - 4,372,620.596   580,982.975   MT  0.99968074   +0 35 56.9
 KA1966
 KA1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1966!SPC IN E     -   0.99996929  x   0.99998062  =   0.99994992
 KA1966!UTM  16      -   0.99996929  x   0.99968074  =   0.99965004
 KA1966
 KA1966:                Primary Azimuth Mark                     Grid Az
 KA1966:SPC IN E     -  FRANKLIN                                 163 40 44.9
 KA1966:UTM  16      -  FRANKLIN                                 162 49 51.6
 KA1966
 KA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8098272620(NAD 83)
 KA1966
 KA1966|---------------------------------------------------------------------|
 KA1966| PID    Reference Object                     Distance      Geod. Az  |
 KA1966|                                                           dddmmss.s |
 KA1966| KA1970 FRANKLIN MFG CO WATER TANK          APPROX. 1.3 KM 1392649.5 |
 KA1966| CC8648 ELKHART RM                            8.435 METERS 14535     |
 KA1966| KA1972 FRANKLIN COLLEGE STEEPLE            APPROX. 2.4 KM 1573909.6 |
 KA1966| KA1973 FRANKLIN MASONIC HOME TOWER         APPROX. 3.3 KM 1594718.1 |
 KA1966| KA1965 FRANKLIN                            APPROX. 2.1 KM 1632548.5 |
 KA1966| KA1964 FRANKLIN PRESB CHURCH STEEPLE       APPROX. 2.0 KM 1690345.7 |
 KA1966| KA1963 FRANKLIN COURTHOUSE DOME            APPROX. 2.2 KM 1731647.4 |
 KA1966|---------------------------------------------------------------------|
 KA1966
 KA1966                          SUPERSEDED SURVEY CONTROL
 KA1966
 KA1966  NAD 83(1986)-  39 29 57.82814(N)    086 03 29.29151(W) AD(       ) 2
 KA1966  NAD 27      -  39 29 57.64600(N)    086 03 29.34900(W) AD(       ) 2
 KA1966  USSD        -  39 29 57.72300(N)    086 03 29.13600(W) AD(       ) 3
 KA1966  NGVD 29             229.10   (m)          751.6    (f) LEVELING    3  
 KA1966
 KA1966.Superseded values are not recommended for survey control.
 KA1966
 KA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1966.See file dsdata.pdf to determine how the superseded data were derived.
 KA1966
 KA1966_MARKER: DS = TRIANGULATION STATION DISK
 KA1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1966_STAMPING: ELKHART 1920
 KA1966_MARK LOGO: CGS
 KA1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1966+STABILITY: SURFACE MOTION
 KA1966
 KA1966  HISTORY     - Date     Condition        Report By
 KA1966  HISTORY     - 1920     MONUMENTED       CGS
 KA1966  HISTORY     - 1952     GOOD             CGS
 KA1966  HISTORY     - 1973     GOOD             BRADY
 KA1966  HISTORY     - 20091029 MARK NOT FOUND   FARNGP
 KA1966
 KA1966                          STATION DESCRIPTION
 KA1966
 KA1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1966'ON THE E SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, ABOUT 1
 KA1966'MILE N OF FRANKLIN, 2.480 METERS,8.14 FT., E OF THE E AND NEAREST
 KA1966'RAIL, ABOUT 160 YARDS S OF MILEPOST I 19 AND ABOUT 100 YARDS N OF THE
 KA1966'N POINT OF A SIDING. THE STATION, UNDERGROUND AND REFERENCE MARKS
 KA1966'ARE BRONZE TABLETS SET IN CONCRETE.
 KA1966'
 KA1966'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK AS THE STATION
 KA1966'AND NEAR THE FENCE LINE, 8.435 METERS, 27.67 FEET, FROM THE
 KA1966'STATION S 34 DEG 25 MIN E.
 KA1966
 KA1966                          STATION RECOVERY (1952)
 KA1966
 KA1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KA1966'STATION RECOVERED IN GOOD CONDITION. IT IS 10-1/2 FEET W OF FENCE
 KA1966'LINE, 24-1/2 FEET S OF TELEPHONE POLE, AND 6 INCHES BELOW SURFACE.
 KA1966
 KA1966                          STATION RECOVERY (1973)
 KA1966
 KA1966'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 KA1966'ELKHART 1920 RECOVERED IN GOOD CONDITION.
 KA1966'
 KA1966'ELKHART 1920 (AZIM) RECOVERED IN GOOD CONDITION.
 KA1966'
 KA1966'SET WITNESS SIGNS BESIDE MARKS.  FENCE LINE IS GONE.  THERE IS NO
 KA1966'SIDING.
 KA1966'
 KA1966'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE N. OF FRANKLIN.
 KA1966
 KA1966                          STATION RECOVERY (2009)
 KA1966
 KA1966'RECOVERY NOTE BY FARNSWORTH GROUP 2009 (CEW)
 KA1966'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1724 ***********************************************************************
 MD1724  DESIGNATION -  ELKHART
 MD1724  PID         -  MD1724
 MD1724  STATE/COUNTY-  IN/ELKHART
 MD1724  COUNTRY     -  US
 MD1724  USGS QUAD   -  ELKHART (2019)
 MD1724
 MD1724                         *CURRENT SURVEY CONTROL
 MD1724  ______________________________________________________________________
 MD1724* NAD 83(1997) POSITION- 41 41 04.72007(N) 085 57 06.87133(W)   ADJUSTED
 MD1724* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 MD1724  ______________________________________________________________________
 MD1724  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 MD1724  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 MD1724  HORZ ORDER      -  FIRST
 MD1724
 MD1724.The horizontal coordinates were established by classical geodetic methods
 MD1724.and adjusted by the National Geodetic Survey in May 1999.
 MD1724
 MD1724.The orthometric height was scaled from a topographic map.
 MD1724
 MD1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1724.GEOID18 height accuracy estimate available here.
 MD1724
 MD1724.Click photographs - Photos may exist for this station.
 MD1724
 MD1724.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1724
 MD1724. The following values were computed from the NAD 83(1997) position.
 MD1724
 MD1724;                    North         East     Units Scale Factor Converg.
 MD1724;SPC IN E     -   714,631.953    76,251.936   MT  0.99997360   -0 11 22.9
 MD1724;SPC IN E     - 2,344,588.33    250,169.89   sFT  0.99997360   -0 11 22.9
 MD1724;SPC MI S     -    21,753.539 3,868,006.431   MT  1.00012415   -1 04 43.7
 MD1724;SPC MI S     -    71,369.88 12,690,309.81   iFT  1.00012415   -1 04 43.7
 MD1724;UTM  16      - 4,615,294.230   587,228.248   MT  0.99969363   +0 41 49.4
 MD1724
 MD1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1724!SPC IN E     -   0.99996922  x   0.99997360  =   0.99994282
 MD1724!SPC MI S     -   0.99996922  x   1.00012415  =   1.00009336
 MD1724!UTM  16      -   0.99996922  x   0.99969363  =   0.99966285
 MD1724
 MD1724:                Primary Azimuth Mark                     Grid Az
 MD1724:SPC IN E     -  SIMON                                    347 45 07.5
 MD1724:SPC MI S     -  SIMON                                    348 38 28.3
 MD1724:UTM  16      -  SIMON                                    346 51 55.2
 MD1724
 MD1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8722815294(NAD 83)
 MD1724
 MD1724|---------------------------------------------------------------------|
 MD1724| PID    Reference Object                     Distance      Geod. Az  |
 MD1724|                                                           dddmmss.s |
 MD1724| MD1727 ELKHART CO HOME WATER TANK          APPROX. 7.7 KM 1473603.2 |
 MD1724| MD1723 ELKHART YELLOW CR PACKING TANK      APPROX. 4.3 KM 1600941.4 |
 MD1724| MD1728 ELKHART RADIO STA WTRC MAST         APPROX. 4.5 KM 2154455.6 |
 MD1724| MD1726 ELKHART MUNICIPAL TANK              APPROX. 1.8 KM 2441343.2 |
 MD1724| CC8651 ELKHART RM 2                         37.783 METERS 24954     |
 MD1724| CC8649 ELKHART AZ MK                                      3243454.6 |
 MD1724| MD1734 SIMON                               APPROX. 8.6 KM 3473344.6 |
 MD1724| CC8650 ELKHART RM 1                         23.881 METERS 35104     |
 MD1724|---------------------------------------------------------------------|
 MD1724
 MD1724                          SUPERSEDED SURVEY CONTROL
 MD1724
 MD1724  NAD 83(1994)-  41 41 04.72101(N)    085 57 06.87463(W) AD(       ) 1
 MD1724  NAD 83(1986)-  41 41 04.72165(N)    085 57 06.87765(W) AD(       ) 1
 MD1724  NAD 27      -  41 41 04.54040(N)    085 57 06.87680(W) AD(       ) 1
 MD1724
 MD1724.Superseded values are not recommended for survey control.
 MD1724
 MD1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1724.See file dsdata.pdf to determine how the superseded data were derived.
 MD1724
 MD1724_MARKER: DS = TRIANGULATION STATION DISK
 MD1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1724_STAMPING: ELKHART 1947
 MD1724_MARK LOGO: CGS
 MD1724_PROJECTION: FLUSH
 MD1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1724+STABILITY: SURFACE MOTION
 MD1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1724+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 MD1724
 MD1724  HISTORY     - Date     Condition        Report By
 MD1724  HISTORY     - 1947     MONUMENTED       CGS
 MD1724  HISTORY     - 1967     GOOD             BRADY
 MD1724  HISTORY     - 1980     GOOD             IN-039
 MD1724  HISTORY     - 19930111 GOOD             NGS
 MD1724
 MD1724                          STATION DESCRIPTION
 MD1724
 MD1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1724'STATION IS LOCATED ON THE RIGHT-OF-WAY OF NEW YORK CENTRAL R.R., ON
 MD1724'THE EAST SIDE OF ELKHART.  IT IS 71 FEET WEST OF THE INTERSECTION OF
 MD1724'GLADSTONE AVENUE AND GOSHEN AVENUE, 60 FEET SOUTHWEST OF THE
 MD1724'INTERSECTION OF U.S. HIGHWAY NO. 20 AND RAILROAD TRACK, 59 FEET WEST
 MD1724'OF THE CENTERLINE OF HIGHWAY, 40 FEET SOUTH OF THE SOUTH RAIL OF
 MD1724'RAILROAD AND 14 FEET NORTH OF A WHITE WITNESS POST AND A FENCELINE.
 MD1724'THE MARK IS FLUSH AND THE DISK IS STAMPED ELKHART 1947.
 MD1724'
 MD1724'REFERENCE MARK NO. 1 IS 78.35 FEET NORTH OF THE STATION.  IT IS 21
 MD1724'FEET WEST OF THE CENTERLINE OF HIGHWAY AND IN THE EAST EDGE OF THE
 MD1724'SIDEWALK.  THE DISK IS A STANDARD USC AND GS BRONZE DISK SET FLUSH IN
 MD1724'A DRILL HOLE IN THE SIDEWALK AND IS STAMPED ELKHART NO 1 1947.
 MD1724'
 MD1724'REFERENCE MARK NO. 2 IS 123.96 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1724'52 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD AND 1 FOOT NORTH OF THE
 MD1724'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELKHART NO 2
 MD1724'1947.
 MD1724'
 MD1724'AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION.  IT IS 59 FEET WEST OF
 MD1724'THE CENTERLINE OF U.S. HIGHWAY NO. 20, 19 FEET NORTH OF THE CENTER OF
 MD1724'RICE CEMETERY STREET AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE
 MD1724'DISK IS A STANDARD USC AND GS BRONZE DISK SET FLUSH IN A DRILL HOLE IN
 MD1724'THE NORTH EDGE OF THE SIDEWALK AND IS STAMPED ELKHART 1947.
 MD1724'
 MD1724'TO REACH THE STATION FROM THE POST OFFICE IN ELKHART GO EAST AND
 MD1724'SOUTHEAST ON U.S.  HIGHWAY NO. 20 FOR 1.3 MILE TO AZIMUTH MARK ON THE
 MD1724'RIGHT, CONTINUE FOR 0.15 MILE, TO RAILROAD CROSSING AND STATION ON THE
 MD1724'RIGHT AS DESCRIBED.
 MD1724'
 MD1724'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1724
 MD1724                          STATION RECOVERY (1967)
 MD1724
 MD1724'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1724'ELKHART 1947 FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR AZIMUTH
 MD1724'MARK.  BOTH REFERENCE MARKS FOUND.
 MD1724
 MD1724                          STATION RECOVERY (1980)
 MD1724
 MD1724'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1724'ELKHART 1947 FOUND AS DESCRIBED.  ELKHART NO. 1 1947 FOUND AS
 MD1724'DESCRIBED.  ELKHART NO. 2 1947 FOUND AS DESCRIBED.  AZIMUTH MARK
 MD1724'SEARCHED FOR BUT NOT FOUND.  PRESUMED DESTROYED WHEN HIGH SCHOOL WAS
 MD1724'BUILT AND STREET WIDENED.  DISTANCE AND DIRECTION FROM NEAREST
 MD1724'TOWN--LOCATED IN ELKHART, INDIANA.
 MD1724
 MD1724                          STATION RECOVERY (1993)
 MD1724
 MD1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1724'IN ELKHART, AT THE INTERSECTION OF U.S. HIGHWAY 20 (GOSHEN AVENUE) AND
 MD1724'THE CONRAIL RAILROAD, 21.8 M (71.5 FT) NORTHWEST OF THE CENTER OF
 MD1724'GLADSTONE STREET, 17.7 M (58.1 FT) SOUTHWEST OF THE HIGHWAY
 MD1724'CENTERLINE, 12.1 M (39.7 FT) SOUTHEAST OF THE NEAR RAIL, 7.6 M
 MD1724'(24.9 FT) NORTH OF THE NORTHEAST CORNER OF A GARAGE, LEVEL WITH THE
 MD1724'TRACK, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 MD1724'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1727 ***********************************************************************
 MD1727  DESIGNATION -  ELKHART CO HOME WATER TANK
 MD1727  PID         -  MD1727
 MD1727  STATE/COUNTY-  IN/ELKHART
 MD1727  COUNTRY     -  US
 MD1727  USGS QUAD   -  ELKHART (2019)
 MD1727
 MD1727                         *CURRENT SURVEY CONTROL
 MD1727  ______________________________________________________________________
 MD1727* NAD 83(1997) POSITION- 41 37 35.24794(N) 085 54 09.73428(W)   ADJUSTED
 MD1727  ______________________________________________________________________
 MD1727  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 MD1727  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 MD1727  HORZ ORDER      -  THIRD
 MD1727
 MD1727.The horizontal coordinates were established by classical geodetic methods
 MD1727.and adjusted by the National Geodetic Survey in May 1999.
 MD1727
 MD1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1727.GEOID18 height accuracy estimate available here.
 MD1727
 MD1727.Click photographs - Photos may exist for this station.
 MD1727
 MD1727.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1727
 MD1727. The following values were computed from the NAD 83(1997) position.
 MD1727
 MD1727;                    North         East     Units Scale Factor Converg.
 MD1727;SPC IN E     -   708,157.169    80,330.826   MT  0.99997143   -0 09 24.5
 MD1727;SPC IN E     - 2,323,345.65    263,552.05   sFT  0.99997143   -0 09 24.5
 MD1727;UTM  16      - 4,608,885.069   591,405.651   MT  0.99970282   +0 43 44.2
 MD1727
 MD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9140508885(NAD 83)
 MD1727
 MD1727                          SUPERSEDED SURVEY CONTROL
 MD1727
 MD1727  NAD 83(1994)-  41 37 35.24883(N)    085 54 09.73821(W) AD(       ) 3
 MD1727  NAD 83(1986)-  41 37 35.24982(N)    085 54 09.74135(W) AD(       ) 3
 MD1727  NAD 27      -  41 37 35.07200(N)    085 54 09.75000(W) AD(       ) 3
 MD1727
 MD1727.Superseded values are not recommended for survey control.
 MD1727
 MD1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1727.See file dsdata.pdf to determine how the superseded data were derived.
 MD1727
 MD1727_MARKER: 53 = ELEVATED TANK
 MD1727
 MD1727  HISTORY     - Date     Condition        Report By
 MD1727  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1727
 MD1727                          STATION DESCRIPTION
 MD1727
 MD1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1727'THIS IS AN INTERSECTION STATION.
 MD1727'
 MD1727'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ELKHART AND 4 MILES
 MD1727'NORTHWEST OF GOSHEN ON
 MD1727'THE NORTH SIDE OF U.S. HIGHWAY 33.  IT IS A 4 LEGGED STEEL STRUCTURE
 MD1727'PAINTED SILVER AND ABOUT 125 FEET
 MD1727'HIGH.  POINT OBSERVED WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 MD1727'
 MD1727'TO REACH FROM THE ELKHART COUNTY COURT HOUSE IN GOSHEN GO NORTHWEST
 MD1727'ON U.S. HIGHWAY 33 FOR 4.3 MILES
 MD1727'TO THE ELKHART COUNTY HOME AND STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1726 ***********************************************************************
 MD1726  DESIGNATION -  ELKHART MUNICIPAL TANK
 MD1726  PID         -  MD1726
 MD1726  STATE/COUNTY-  IN/ELKHART
 MD1726  COUNTRY     -  US
 MD1726  USGS QUAD   -  ELKHART (2019)
 MD1726
 MD1726                         *CURRENT SURVEY CONTROL
 MD1726  ______________________________________________________________________
 MD1726* NAD 83(1997) POSITION- 41 40 40.03158(N) 085 58 15.06393(W)   ADJUSTED
 MD1726  ______________________________________________________________________
 MD1726  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 MD1726  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 MD1726  HORZ ORDER      -  THIRD
 MD1726
 MD1726.The horizontal coordinates were established by classical geodetic methods
 MD1726.and adjusted by the National Geodetic Survey in May 1999.
 MD1726
 MD1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1726.GEOID18 height accuracy estimate available here.
 MD1726
 MD1726.Click photographs - Photos may exist for this station.
 MD1726
 MD1726.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1726
 MD1726. The following values were computed from the NAD 83(1997) position.
 MD1726
 MD1726;                    North         East     Units Scale Factor Converg.
 MD1726;SPC IN E     -   713,875.683    74,672.181   MT  0.99997456   -0 12 08.2
 MD1726;SPC IN E     - 2,342,107.14    244,986.98   sFT  0.99997456   -0 12 08.2
 MD1726;SPC MI S     -    21,021.768 3,866,414.888   MT  1.00012663   -1 05 30.1
 MD1726;SPC MI S     -    68,969.06 12,685,088.22   iFT  1.00012663   -1 05 30.1
 MD1726;UTM  16      - 4,614,513.824   585,660.828   MT  0.99969030   +0 41 03.7
 MD1726
 MD1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8566014513(NAD 83)
 MD1726
 MD1726                          SUPERSEDED SURVEY CONTROL
 MD1726
 MD1726  NAD 83(1994)-  41 40 40.03279(N)    085 58 15.06676(W) AD(       ) 3
 MD1726  NAD 83(1986)-  41 40 40.03313(N)    085 58 15.07030(W) AD(       ) 3
 MD1726  NAD 27      -  41 40 39.85200(N)    085 58 15.06500(W) AD(       ) 3
 MD1726
 MD1726.Superseded values are not recommended for survey control.
 MD1726
 MD1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1726.See file dsdata.pdf to determine how the superseded data were derived.
 MD1726
 MD1726_MARKER: 53 = ELEVATED TANK
 MD1726
 MD1726  HISTORY     - Date     Condition        Report By
 MD1726  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1726  HISTORY     - 1970     GOOD             NGS
 MD1726
 MD1726                          STATION DESCRIPTION
 MD1726
 MD1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1726'THIS IS AN INTERSECTION STATION.
 MD1726'
 MD1726'THE STATION IS LOCATED ON THE SOUTH SIDE OF ELKHART, 110 FEET
 MD1726'NORTHWEST OF THE INTERSECTION OF BENHAM AVENUE AND LASALLE STREET.  IT
 MD1726'IS A 10 LEGGED STEEL STRUCTURE PAINTED SILVER ABOUT 100 FEET HIGH.
 MD1726'THE LEGEND ELKHART IS PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH
 MD1726'SIDES.  POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF.
 MD1726
 MD1726                          STATION RECOVERY (1970)
 MD1726
 MD1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 MD1726'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 MD1726'
 MD1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE SOUTH
 MD1726'OF ELKHART.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1723 ***********************************************************************
 MD1723  DESIGNATION -  ELKHART YELLOW CR PACKING TANK
 MD1723  PID         -  MD1723
 MD1723  STATE/COUNTY-  IN/ELKHART
 MD1723  COUNTRY     -  US
 MD1723  USGS QUAD   -  ELKHART (2019)
 MD1723
 MD1723                         *CURRENT SURVEY CONTROL
 MD1723  ______________________________________________________________________
 MD1723* NAD 83(1997) POSITION- 41 38 54.38429(N) 085 56 04.18050(W)   ADJUSTED
 MD1723  ______________________________________________________________________
 MD1723  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 MD1723  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 MD1723  HORZ ORDER      -  THIRD
 MD1723
 MD1723.The horizontal coordinates were established by classical geodetic methods
 MD1723.and adjusted by the National Geodetic Survey in May 1999.
 MD1723
 MD1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1723.GEOID18 height accuracy estimate available here.
 MD1723
 MD1723.Click photographs - Photos may exist for this station.
 MD1723
 MD1723.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1723
 MD1723. The following values were computed from the NAD 83(1997) position.
 MD1723
 MD1723;                    North         East     Units Scale Factor Converg.
 MD1723;SPC IN E     -   710,606.323    77,689.269   MT  0.99997279   -0 10 40.8
 MD1723;SPC IN E     - 2,331,380.91    254,885.54   sFT  0.99997279   -0 10 40.8
 MD1723;UTM  16      - 4,611,292.431   588,727.271   MT  0.99969688   +0 42 29.3
 MD1723
 MD1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8872711292(NAD 83)
 MD1723
 MD1723                          SUPERSEDED SURVEY CONTROL
 MD1723
 MD1723  NAD 83(1994)-  41 38 54.38536(N)    085 56 04.18407(W) AD(       ) 3
 MD1723  NAD 83(1986)-  41 38 54.38616(N)    085 56 04.18712(W) AD(       ) 3
 MD1723  NAD 27      -  41 38 54.20800(N)    085 56 04.19100(W) AD(       ) 3
 MD1723
 MD1723.Superseded values are not recommended for survey control.
 MD1723
 MD1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1723.See file dsdata.pdf to determine how the superseded data were derived.
 MD1723
 MD1723_MARKER: 53 = ELEVATED TANK
 MD1723
 MD1723  HISTORY     - Date     Condition        Report By
 MD1723  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1723
 MD1723                          STATION DESCRIPTION
 MD1723
 MD1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1723'THIS IS AN INTERSECTION STATION.
 MD1723'
 MD1723'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF ELKHART AND ABOUT 6
 MD1723'MILES NORTHWEST OF
 MD1723'GOSHEN ON THE NORTH SIDE OF U.S. HIGHWAY 33.  IT IS A 4 LEGGED STEEL
 MD1723'STRUCTURE ABOUT 100 FEET HIGH, PAINTED
 MD1723'GREY WITH ELKHARTS BRAND ADVERTISMENTS ON THE NORTH AND SOUTH
 MD1723'SIDES.  POINT OBSERVED WAS SMALL BALL ON THE
 MD1723'APEX OF THE ROOF.
 MD1723'
 MD1723'TO REACH FROM THE ELKHART COUNTY COURT HOUSE IN GOSHEN GO NORTHWEST
 MD1723'ON U.S. HIGHWAY 33 FOR 5.9 MILES
 MD1723'TO ROAD INTERSECTION, TURN RIGHT, NORTH ACROSS RAILROAD AND GO 0.15
 MD1723'MILE TO T ROAD INTERSECTION, TURN LEFT
 MD1723'AND GO NORTHWEST FOR 0.6 MILE TO YELLOW CREEK PACKING
 MD1723'COMPANY AND STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1701 ***********************************************************************
 MD1701  DESIGNATION -  ELKHT F7 INHC
 MD1701  PID         -  MD1701
 MD1701  STATE/COUNTY-  IN/ELKHART
 MD1701  COUNTRY     -  US
 MD1701  USGS QUAD   -  MIDDLEBURY (2019)
 MD1701
 MD1701                         *CURRENT SURVEY CONTROL
 MD1701  ______________________________________________________________________
 MD1701* NAD 83(1997) POSITION- 41 43 33.07989(N) 085 41 03.05098(W)   ADJUSTED
 MD1701* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 MD1701  ______________________________________________________________________
 MD1701  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 MD1701  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 MD1701  HORZ ORDER      -  SECOND
 MD1701
 MD1701.The horizontal coordinates were established by classical geodetic methods
 MD1701.and adjusted by the National Geodetic Survey in May 1999.
 MD1701
 MD1701.The orthometric height was scaled from a topographic map.
 MD1701
 MD1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1701.GEOID18 height accuracy estimate available here.
 MD1701
 MD1701.Click photographs - Photos may exist for this station.
 MD1701
 MD1701.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1701
 MD1701. The following values were computed from the NAD 83(1997) position.
 MD1701
 MD1701;                    North         East     Units Scale Factor Converg.
 MD1701;SPC IN E     -   719,169.848    98,542.775   MT  0.99996669   -0 00 42.0
 MD1701;SPC IN E     - 2,359,476.41    323,302.42   sFT  0.99996669   -0 00 42.0
 MD1701;SPC MI S     -    25,946.435 3,890,368.149   MT  1.00010953   -0 53 47.8
 MD1701;SPC MI S     -    85,126.10 12,763,675.03   iFT  1.00010953   -0 53 47.8
 MD1701;UTM  16      - 4,620,175.485   609,440.610   MT  0.99974739   +0 52 33.1
 MD1701
 MD1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1701!SPC IN E     -   0.99996289  x   0.99996669  =   0.99992959
 MD1701!SPC MI S     -   0.99996289  x   1.00010953  =   1.00007242
 MD1701!UTM  16      -   0.99996289  x   0.99974739  =   0.99971029
 MD1701
 MD1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0944020175(NAD 83)
 MD1701
 MD1701                          SUPERSEDED SURVEY CONTROL
 MD1701
 MD1701  NAD 83(1995)-  41 43 33.08011(N)    085 41 03.05348(W) AD(       ) 2
 MD1701  NAD 83(1994)-  41 43 33.07998(N)    085 41 03.05315(W) AD(       ) 2
 MD1701  NAD 83(1986)-  41 43 33.08065(N)    085 41 03.06009(W) AD(       ) 2
 MD1701  NAD 27      -  41 43 32.89720(N)    085 41 03.09800(W) AD(       ) 2
 MD1701
 MD1701.Superseded values are not recommended for survey control.
 MD1701
 MD1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1701.See file dsdata.pdf to determine how the superseded data were derived.
 MD1701
 MD1701
 MD1701  HISTORY     - Date     Condition        Report By
 MD1701  HISTORY     - 1947     MONUMENTED       INHD
 MD1701
 MD1701                          STATION DESCRIPTION
 MD1701
 MD1701'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1947 (RCB)
 MD1701'THE STATION IS LOCATED 6-1/2 MILES EAST OF BRISTOL AND 3.85 MILES
 MD1701'NORTH- NORTHEAST OF
 MD1701'MIDDLEBURY.  IT IS 15 FEET NORTH OF THE CENTER OF STATE HIGHWAY 120.
 MD1701'IT IS A BRONZE BENCH MARK DISK
 MD1701'OF THE INDIANA STATE HIGHWAY COMMISSION SET FLUSH IN THE
 MD1701'TOP OF A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 MD1701'6 INCHES.  THE DISK IS STAMPED ELKHT F 7.
 MD1701'
 MD1701'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PATS THE
 MD1701'DISTANCE BEING 7.639 METERS.
 MD1701'
 MD1701'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEBURY, GO NORTH ON
 MD1701'STATE HIGHWAY 13 FOR 3.85 MILES
 MD1701'TO THE MARK ON THE LEFT AS DESCRIBED.
 MD1701'
 MD1701'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1551 ***********************************************************************
 HA1551  DESIGNATION -  ELLERBUSCH
 HA1551  PID         -  HA1551
 HA1551  STATE/COUNTY-  IN/WARRICK
 HA1551  COUNTRY     -  US
 HA1551  USGS QUAD   -  NEWBURGH (2019)
 HA1551
 HA1551                         *CURRENT SURVEY CONTROL
 HA1551  ______________________________________________________________________
 HA1551* NAD 83(1997) POSITION- 37 57 41.65052(N) 087 24 45.03526(W)   ADJUSTED
 HA1551* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 HA1551  ______________________________________________________________________
 HA1551  GEOID HEIGHT    -        -31.105 (meters)                     GEOID18
 HA1551  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 HA1551  HORZ ORDER      -  FIRST
 HA1551
 HA1551.The horizontal coordinates were established by classical geodetic methods
 HA1551.and adjusted by the National Geodetic Survey in May 1999.
 HA1551
 HA1551.The orthometric height was scaled from a topographic map.
 HA1551
 HA1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1551.GEOID18 height accuracy estimate available here.
 HA1551
 HA1551.Click photographs - Photos may exist for this station.
 HA1551
 HA1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1551
 HA1551. The following values were computed from the NAD 83(1997) position.
 HA1551
 HA1551;                    North         East     Units Scale Factor Converg.
 HA1551;SPC IN W     -   301,279.657   871,073.465   MT  0.99997697   -0 12 09.0
 HA1551;SPC IN W     -   988,448.34  2,857,846.86   sFT  0.99997697   -0 12 09.0
 HA1551;SPC KY1Z     - 1,182,006.897 1,353,922.958   MT  0.99990604   -1 01 14.6
 HA1551;SPC KY1Z     - 3,877,967.63  4,441,995.57   sFT  0.99990604   -1 01 14.6
 HA1551;SPC KY S     -   681,984.927   353,908.273   MT  1.00000528   -1 00 29.7
 HA1551;SPC KY S     - 2,237,478.88  1,161,114.06   sFT  1.00000528   -1 00 29.7
 HA1551;UTM  16      - 4,201,631.341   463,763.773   MT  0.99961617   -0 15 13.5
 HA1551
 HA1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1551!SPC IN W     -   0.99998010  x   0.99997697  =   0.99995707
 HA1551!SPC KY1Z     -   0.99998010  x   0.99990604  =   0.99988615
 HA1551!SPC KY S     -   0.99998010  x   1.00000528  =   0.99998538
 HA1551!UTM  16      -   0.99998010  x   0.99961617  =   0.99959628
 HA1551
 HA1551:                Primary Azimuth Mark                     Grid Az
 HA1551:SPC IN W     -  STEVEN                                   344 42 37.0
 HA1551:SPC KY1Z     -  STEVEN                                   345 31 42.6
 HA1551:SPC KY S     -  STEVEN                                   345 30 57.7
 HA1551:UTM  16      -  STEVEN                                   344 45 41.5
 HA1551
 HA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6376301631(NAD 83)
 HA1551
 HA1551|---------------------------------------------------------------------|
 HA1551| PID    Reference Object                     Distance      Geod. Az  |
 HA1551|                                                           dddmmss.s |
 HA1551| CG8589 ELLERBUSCH RM 2                      34.095 METERS 01638     |
 HA1551| JA2002 BOONVILLE WARRICK CO CTHSE          APPROX.15.5 KM 0510118.1 |
 HA1551| JA1998 BOONVILLE MUNICIPAL TANK            APPROX.16.1 KM 0523529.3 |
 HA1551| CG8587 ELLERBUSCH AZ MK                                   1982424.0 |
 HA1551| CG8588 ELLERBUSCH RM 1                      50.752 METERS 23825     |
 HA1551| HA1667 EVANSVILLE COURTHOUSE SPIRE         APPROX.14.1 KM 2753804.3 |
 HA1551| JA2003 STEVEN                              APPROX. 9.4 KM 3443028.0 |
 HA1551|---------------------------------------------------------------------|
 HA1551
 HA1551                          SUPERSEDED SURVEY CONTROL
 HA1551
 HA1551  NAD 83(1993)-  37 57 41.65369(N)    087 24 45.03521(W) AD(       ) 1
 HA1551  NAD 83(1986)-  37 57 41.65953(N)    087 24 45.03720(W) AD(       ) 1
 HA1551  NAD 27      -  37 57 41.50400(N)    087 24 45.00800(W) AD(       ) 1
 HA1551
 HA1551.Superseded values are not recommended for survey control.
 HA1551
 HA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1551.See file dsdata.pdf to determine how the superseded data were derived.
 HA1551
 HA1551_MARKER: DS = TRIANGULATION STATION DISK
 HA1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1551_STAMPING: ELLERBUSCH 1934
 HA1551_MARK LOGO: CGS
 HA1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1551+STABILITY: SURFACE MOTION
 HA1551
 HA1551  HISTORY     - Date     Condition        Report By
 HA1551  HISTORY     - 1934     MONUMENTED       CGS
 HA1551  HISTORY     - 1945     GOOD             CGS
 HA1551  HISTORY     - 1950     GOOD             CGS
 HA1551  HISTORY     - 1961     GOOD             CGS
 HA1551  HISTORY     - 1964     GOOD             FAS
 HA1551  HISTORY     - 1965     GOOD             CGS
 HA1551  HISTORY     - 1965     GOOD             AIRSUR
 HA1551  HISTORY     - 1976     GOOD             LOCENG
 HA1551  HISTORY     - 1989     GOOD             USPSQD
 HA1551
 HA1551                          STATION DESCRIPTION
 HA1551
 HA1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1551'STATION IS LOCATED 9 MILES SE OF EVANSVILLE, 1 MILE NNW OF NEWBURGH,
 HA1551'ON A PROMINENT HILLTOP, ON THE PROPERTY OF OTTO ELLERBUSCH.
 HA1551'
 HA1551'TO REACH THE STATION FROM THE MAIN INTERSECTION AT NEWBURGH, GO W ON
 HA1551'STATE HIGHWAY 66 FOR 0.6 MILE AND TURN RIGHT ON DIRT ROAD JUST
 HA1551'AFTER CROSSING RAILROAD TRACKS, CONTINUE 0.8 MILE TO A PRIVATE ROAD
 HA1551'LEADING TO ELLERBUSCHS HOUSE AND BARN TO THE RIGHT, TURN RIGHT
 HA1551'AND GO ABOUT 200 YARDS TO THE STATION, AT THE END OF THE ROAD, AT
 HA1551'ELLERBUSCHS BARNYARD, 80 FEET W OF THE W CORNER OF THE BARN, IN
 HA1551'THE FENCE CORNER, 6 FEET SE OF GATE, AND 2 FEET W OF CORNER POST.
 HA1551'
 HA1551'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE.
 HA1551'
 HA1551'REFERENCE MARK 1 IS ON N SIDE OF PRIVATE ROAD, AT S EDGE OF
 HA1551'CULTIVATED FIELD.  IT IS A BRONZE REFERENCE DISK IN CONCRETE.
 HA1551'
 HA1551'REFERENCE MARK 2 IS N OF STATION, IN THE BARNYARD, AT THE NW CORNER
 HA1551'OF THE BARN, ABOUT 3 FEET FROM THE CORNER.  IT IS A BRONZE
 HA1551'REFERENCE DISK IN CONCRETE.
 HA1551'
 HA1551'THE AZIMUTH MARK IS ON THE NW SIDE OF THE DIRT ROAD, 200 FEET W OF
 HA1551'MR. FRAMES HOME, AND 10 FEET NW OF THE CENTER OF THE ROAD.  IT IS A
 HA1551'BRONZE AZIMUTH DISK IN CONCRETE.
 HA1551'
 HA1551'BOYD AND DITNEY WILL SEE FROM THE GROUND AT THIS STATION.  37 FEET
 HA1551'WILL CLEAR LOCAL OBSTRUCTIONS ON ALL LINES EXCEPT TO WELBORN.  77
 HA1551'FEET WILL SEE THIS STATION.
 HA1551'
 HA1551'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1551
 HA1551                          STATION RECOVERY (1945)
 HA1551
 HA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1551'THE STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1934.  ALL MARKS
 HA1551'WERE FOUND IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS
 HA1551'WERE CHECKED AND FOUND CORRECT.  A COMPLETE DESCRIPTION FOLLOWS.
 HA1551'
 HA1551'THE STATION IS LOCATED ABOUT 1 MILE NNW OF THE TOWN OF NEWBURG, ON A
 HA1551'PROMINENT HILLTOP, ON THE PROPERTY OWNED BY OTTER ELLERBUSCH.  THE
 HA1551'MARK IS SITUATED 80 FEET W OF THE W CORNER OF THE BARN, 6 FEET SE OF
 HA1551'A GATE IN A N AND S FENCE, AND 2 FEET W OF A CORNER FENCE POST.
 HA1551'THE MARK IS A BRONZE STATION DISK SET IN CONCRETE AND PROJECTS 6
 HA1551'INCHES.  THE DISK IS STAMPED---ELLERBUSCH 1934---.
 HA1551'
 HA1551'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 HA1551'SET IN CONCRETE.
 HA1551'
 HA1551'REFERENCE MARK 1 IS 166.51 FEET W OF STATION, 6 FEET S OF THE
 HA1551'APPROXIMATE CENTER OF LANE LEADING INTO THE FARM, AND 3 FEET N OF
 HA1551'THE N EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 5 INCHES AND THE
 HA1551'DISK IS STAMPED---ELLERBUSCH NO. 1 1934---.
 HA1551'
 HA1551'REFERENCE MARK 2 IS 111.86 FEET N OF THE STATION, IN THE BARNYARD,
 HA1551'AND 3 FEET N OF THE NW CORNER OF THE BARN.  THE MARK PROJECTS 6
 HA1551'INCHES AND THE DISK IS STAMPED---ELLERBUSCH NO. 2 1934---.
 HA1551'
 HA1551'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SSW OF THE STATION, 12.7 FEET
 HA1551'W OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 10.7 FEET E OF A N
 HA1551'AND S BOARD FENCE, AND 1.5 FEET S OF A WHITE WITNESS POST.  THE MARK
 HA1551'PROJECTS 4 INCHES AND THE DISK IS STAMPED---ELLERBUSCH 1934---.
 HA1551'
 HA1551'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 261 AND
 HA1551'66 IN NEWBURGH, GO W ON HIGHWAY 66 FOR 0.6 MILE TO A PHILLIPS
 HA1551'GASOLINE STATION ON THE RIGHT, TURN RIGHT (N) ON GRAVEL ROAD FOR 0.6
 HA1551'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE STRAIGHT
 HA1551'AHEAD ON GRAVEL ROAD FOR 0.3 MILE TO LANE RIGHT LEADING TO FARMHOUSE,
 HA1551'TURN RIGHT AND GO 0.1 MILE TO STATION ON RIGHT AS DESCRIBED.
 HA1551'
 HA1551'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1551
 HA1551                          STATION RECOVERY (1950)
 HA1551
 HA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1551'STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 HA1551'MARKS WERE FOUND IN VERY GOOD CONDITION. DUE TO THE WIDENING OF
 HA1551'THE ROAD, THE AZIMUTH MARK WAS COVERED UP WITH FILL DIRT AND COULD
 HA1551'NOT BE FOUND. THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 HA1551
 HA1551                          STATION RECOVERY (1961)
 HA1551
 HA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 HA1551'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HA1551'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND OUT OF
 HA1551'POSITION AND LAYING ALONG THE FENCE LINE WHERE IT HAD BEEN GRADED
 HA1551'OUT BY ROAD CONSTRUCTION.
 HA1551'
 HA1551'A LOW TELEPHONE LINE IS OVER THE STATION MARK BUT CAN BE BUILT OVER
 HA1551'WITH EXTREME CAUTION OR CAN BE SET ECCENTRIC.  ELLERBUSCH BROTHERS
 HA1551'GAVE PERMISSION TO BUILD OVER THE STATION.
 HA1551'
 HA1551'THE DISTANCE AND DIRECTIONS TO THE MARKS WERE NOT CHECKED AT THIS
 HA1551'TIME.
 HA1551
 HA1551                          STATION RECOVERY (1964)
 HA1551
 HA1551'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1551'THE STATION AND R.M. NO. 1 WERE RECOVERED AS DESCRIBED.  R.M. NO. 2
 HA1551'WAS NOT SEARCHED FOR.
 HA1551
 HA1551                          STATION RECOVERY (1965)
 HA1551
 HA1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HA1551'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 HA1551'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAD BEEN
 HA1551'REPORTED DESTROYED.  A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT
 HA1551'THIS TIME AS NO OBJECTS WERE VISIBLE FROM THE GROUND.  THE WATER TANK
 HA1551'IN NEWBURGH MIGHT BE VISIBLE IF THE LEAVES WERE OFF THE TREES.
 HA1551'
 HA1551'TO REACH FROM NEWBURGH, FROM THE JUNCTION OF 261 AND 662 (STATE
 HA1551'HIGHWAYS) GO WEST ON STATE HIGHWAY 662 FOR 0.6 MILE TO A SIDE ROAD
 HA1551'RIGHT AT A D-X SERVICE STATION, TURN RIGHT AND GO NORTH FOR 0.9 MILE
 HA1551'TO A FARM LANE ON RIGHT AT TOP OF HILL, TURN RIGHT AND GO EAST FOR 0.1
 HA1551'MILE TO STATION ON THE RIGHT.
 HA1551
 HA1551                          STATION RECOVERY (1965)
 HA1551
 HA1551'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1551'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 HA1551'BEEN DESTROYED OR COVERED WITH PAVEMENT.
 HA1551
 HA1551                          STATION RECOVERY (1976)
 HA1551
 HA1551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KK)
 HA1551'RECOVERED BY AMAX COAL CO.
 HA1551'
 HA1551'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HA1551'CONDITION.  THE AZIMUTH MARK HAS BEEN TORN OUT BY ROAD MAINTENANCE.
 HA1551'THE WATER TANK REFERENCE HAS BEEN MOVED.
 HA1551'
 HA1551'DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE NNW OF NEWBURGH,
 HA1551'INDIANA.
 HA1551
 HA1551                          STATION RECOVERY (1989)
 HA1551
 HA1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2588 ***********************************************************************
 LB2588  DESIGNATION -  ELLIOT
 LB2588  PID         -  LB2588
 LB2588  STATE/COUNTY-  IN/TIPPECANOE
 LB2588  COUNTRY     -  US
 LB2588  USGS QUAD   -  STOCKWELL (2019)
 LB2588
 LB2588                         *CURRENT SURVEY CONTROL
 LB2588  ______________________________________________________________________
 LB2588* NAD 83(1997) POSITION- 40 22 28.51170(N) 086 50 00.23218(W)   ADJUSTED
 LB2588* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 LB2588  ______________________________________________________________________
 LB2588  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 LB2588  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LB2588  HORZ ORDER      -  THIRD
 LB2588
 LB2588.The horizontal coordinates were established by classical geodetic methods
 LB2588.and adjusted by the National Geodetic Survey in May 1999.
 LB2588
 LB2588.The orthometric height was scaled from a topographic map.
 LB2588
 LB2588.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2588.GEOID18 height accuracy estimate available here.
 LB2588
 LB2588.Click photographs - Photos may exist for this station.
 LB2588
 LB2588.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2588
 LB2588. The following values were computed from the NAD 83(1997) position.
 LB2588
 LB2588;                    North         East     Units Scale Factor Converg.
 LB2588;SPC IN W     -   569,139.672   921,225.180   MT  0.99997221   +0 09 42.9
 LB2588;SPC IN W     - 1,867,252.41  3,022,386.28   sFT  0.99997221   +0 09 42.9
 LB2588;UTM  16      - 4,469,347.334   514,143.102   MT  0.99960246   +0 06 28.5
 LB2588
 LB2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2588!SPC IN W     -   0.99997362  x   0.99997221  =   0.99994583
 LB2588!UTM  16      -   0.99997362  x   0.99960246  =   0.99957609
 LB2588
 LB2588:                Primary Azimuth Mark                     Grid Az
 LB2588:SPC IN W     -  ELLIOT AZ MK                             319 48 00.5
 LB2588:UTM  16      -  ELLIOT AZ MK                             319 51 14.9
 LB2588
 LB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1414369347(NAD 83)
 LB2588
 LB2588|---------------------------------------------------------------------|
 LB2588| PID    Reference Object                     Distance      Geod. Az  |
 LB2588|                                                           dddmmss.s |
 LB2588| CC8654 ELLIOT RM 2                          27.990 METERS 10725     |
 LB2588| CC8652 ELLIOT AZ MK                                       3195743.4 |
 LB2588| LB2583 LAFAYETTE WASK RADIO MAST           APPROX. 3.4 KM 3354303.8 |
 LB2588| CC8653 ELLIOT RM 1                          22.460 METERS 33652     |
 LB2588|---------------------------------------------------------------------|
 LB2588
 LB2588                          SUPERSEDED SURVEY CONTROL
 LB2588
 LB2588  NAD 83(1986)-  40 22 28.51855(N)    086 50 00.24415(W) AD(       ) 3
 LB2588  NAD 27      -  40 22 28.40520(N)    086 50 00.21570(W) AD(       ) 3
 LB2588
 LB2588.Superseded values are not recommended for survey control.
 LB2588
 LB2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2588.See file dsdata.pdf to determine how the superseded data were derived.
 LB2588
 LB2588_MARKER: DS = TRIANGULATION STATION DISK
 LB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2588_STAMPING: ELLIOT 1948
 LB2588_MARK LOGO: CGS
 LB2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2588+STABILITY: SURFACE MOTION
 LB2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2588+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LB2588
 LB2588  HISTORY     - Date     Condition        Report By
 LB2588  HISTORY     - 1948     MONUMENTED       CGS
 LB2588  HISTORY     - 1964     GOOD             CGS
 LB2588  HISTORY     - 1966     GOOD             CGS
 LB2588  HISTORY     - 20030520 GOOD             INDIV
 LB2588
 LB2588                          STATION DESCRIPTION
 LB2588
 LB2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2588'STATION IS LOCATED 4 MILES SOUTHEAST OF LA FAYETTE AND 3 MILES WEST
 LB2588'OF DAYTON IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U. S.
 LB2588'HIGHWAY 52 AND THE NICKEL PLATE RAIL ROAD.  IT IS 194 FEET NORTHWEST
 LB2588'OF THE INTERSECTION, 70 FEET WEST OF THE CENTER OF THE WEST LANE
 LB2588'OF THE HIGHWAY, 49 FEET NORTH OF THE NORTH RAIL OF THE RAIL
 LB2588'ROAD TRACK AND 11 FEET EAST OF A FENCE CORNER AND WHITE WITNESS POST.
 LB2588'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELLIOT 1948.
 LB2588'
 LB2588'REFERENCE MARK NO. 1 IS 73.69 FEET NORTHWEST OF THE STATION.  IT IS
 LB2588'44 FEET WEST OF THE CENTER OF THE WEST LANE OF THE HIGHWAY, 9 FEET
 LB2588'SOUTHEAST OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE LINE.
 LB2588'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELLIOT NO 1
 LB2588'1948.
 LB2588'
 LB2588'REFERENCE MARK NO. 2 IS 91.83 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2588'27 FEET WEST OF THE CENTER OF THE WEST LANE OF THE HIGHWAY AND 24
 LB2588'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK.  THE MARK
 LB2588'PROJECTS 5 INCHES AND THE DISK IS STAMPED ELLIOT NO 2 1948.
 LB2588'
 LB2588'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 42 FEET
 LB2588'EAST OF THE CENTER OF THE EAST LANE OF THE HIGHWAY 22 FEET SOUTH OF
 LB2588'THE CENTER OF A PAVED ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 LB2588'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELLIOT 1948.
 LB2588'
 LB2588'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BY-PASS)
 LB2588'AND STATE HIGHWAY 26 IN THE WEST SECTION OF LA FAYETTE GO SOUTHEAST
 LB2588'ON U. S. HIGHWAY 52 FOR 3.05 MILES TO THE AZIMUTH MARK ON THE LEFT
 LB2588'AS DESCRIBED, CONTINUE FOR 0.4 MILE TO THE RAIL ROAD CROSSING AND
 LB2588'THE STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 LB2588'
 LB2588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2588
 LB2588                          STATION RECOVERY (1964)
 LB2588
 LB2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 LB2588'STATION MARK, RM 1 AND 2 RECOVERED IN GOOD CONDITION.
 LB2588
 LB2588                          STATION RECOVERY (1966)
 LB2588
 LB2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2588'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LB2588
 LB2588                          STATION RECOVERY (2003)
 LB2588
 LB2588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB2588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1770 ***********************************************************************
 JA1770  DESIGNATION -  ELLIS
 JA1770  PID         -  JA1770
 JA1770  STATE/COUNTY-  IN/PERRY
 JA1770  COUNTRY     -  US
 JA1770  USGS QUAD   -  ALTON (2019)
 JA1770
 JA1770                         *CURRENT SURVEY CONTROL
 JA1770  ______________________________________________________________________
 JA1770* NAD 83(1997) POSITION- 38 04 37.14498(N) 086 25 56.12855(W)   ADJUSTED
 JA1770* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 JA1770  ______________________________________________________________________
 JA1770  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JA1770  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 JA1770  HORZ ORDER      -  SECOND
 JA1770
 JA1770.The horizontal coordinates were established by classical geodetic methods
 JA1770.and adjusted by the National Geodetic Survey in May 1999.
 JA1770
 JA1770.The orthometric height was scaled from a topographic map.
 JA1770
 JA1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1770.GEOID18 height accuracy estimate available here.
 JA1770
 JA1770.Click photographs - Photos may exist for this station.
 JA1770
 JA1770.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1770
 JA1770. The following values were computed from the NAD 83(1997) position.
 JA1770
 JA1770;                    North         East     Units Scale Factor Converg.
 JA1770;SPC IN W     -   314,238.999   957,124.115   MT  1.00000684   +0 24 05.6
 JA1770;SPC IN W     - 1,030,965.78  3,140,164.70   sFT  1.00000684   +0 24 05.6
 JA1770;UTM  16      - 4,214,508.841   549,794.280   MT  0.99963054   +0 21 00.5
 JA1770
 JA1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1770!SPC IN W     -   0.99998588  x   1.00000684  =   0.99999272
 JA1770!UTM  16      -   0.99998588  x   0.99963054  =   0.99961643
 JA1770
 JA1770:                Primary Azimuth Mark                     Grid Az
 JA1770:SPC IN W     -  ELLIS AZ MK                              333 18 06.3
 JA1770:UTM  16      -  ELLIS AZ MK                              333 21 11.4
 JA1770
 JA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4979414508(NAD 83)
 JA1770
 JA1770|---------------------------------------------------------------------|
 JA1770| PID    Reference Object                     Distance      Geod. Az  |
 JA1770|                                                           dddmmss.s |
 JA1770| CG8595 ELLIS RM 1                            8.150 METERS 09256     |
 JA1770| CG8596 ELLIS RM 2                           10.425 METERS 27258     |
 JA1770| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX. 6.3 KM 3320651.0 |
 JA1770| CG8594 ELLIS AZ MK                                        3334211.9 |
 JA1770|---------------------------------------------------------------------|
 JA1770
 JA1770                          SUPERSEDED SURVEY CONTROL
 JA1770
 JA1770  NAD 83(1993)-  38 04 37.14691(N)    086 25 56.12995(W) AD(       ) 2
 JA1770  NAD 83(1986)-  38 04 37.15166(N)    086 25 56.13406(W) AD(       ) 2
 JA1770  NAD 27      -  38 04 36.92000(N)    086 25 56.22900(W) AD(       ) 2
 JA1770
 JA1770.Superseded values are not recommended for survey control.
 JA1770
 JA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1770.See file dsdata.pdf to determine how the superseded data were derived.
 JA1770
 JA1770_MARKER: DS = TRIANGULATION STATION DISK
 JA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1770_STAMPING: ELLIS 1947
 JA1770_MARK LOGO: CGS
 JA1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1770+STABILITY: SURFACE MOTION
 JA1770
 JA1770  HISTORY     - Date     Condition        Report By
 JA1770  HISTORY     - 1947     MONUMENTED       CGS
 JA1770
 JA1770                          STATION DESCRIPTION
 JA1770
 JA1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CEE)
 JA1770'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF SULPHUR AND
 JA1770'1/4 MILE WEST OF THE OHIO RIVER. IT IS 9 FEET SOUTH OF THE
 JA1770'APPROXIMATE CENTERLINE OF THE ROAD AND 5.5 FEET WEST OF A WITNESS
 JA1770'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ELLIS
 JA1770'1947.
 JA1770'
 JA1770'REFERENCE MARK NO. 1 IS 26.74 FEET EAST OF THE STATION AND 10 FEET
 JA1770'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK
 JA1770'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ELLIS NO 1 1947.
 JA1770'
 JA1770'REFERENCE MARK NO. 2 IS 34.20 FEET WEST OF THE STATION AND 9 FEET
 JA1770'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK
 JA1770'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ELLIS NO 2 1947.
 JA1770'
 JA1770'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHWEST OF THE STATION,
 JA1770'12 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 3.5
 JA1770'FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE
 JA1770'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ELLIS 1947.
 JA1770'
 JA1770'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ELLIS TO
 JA1770'U.S.E.D. BENCH MARK 1052. IT IS 135.936 METERS 445.983 FEET
 JA1770'SOUTH-SOUTHWEST OF THE STATION AND 1 FOOT EAST OF A WITNESS POST. THE
 JA1770'MARK IS A STANDARD U.S.E.D.  GALVANIZED PIPE AND BRONZE CAP.
 JA1770'IT PROJECTS 3 INCHES, AND IT IS STAMPED 1052 U.S.E.D.
 JA1770'
 JA1770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 66 IN
 JA1770'SULPHUR, GO SOUTH ON THE LATTER FOR 10.85 MILES TO A SCHOOL
 JA1770'HOUSE ON THE LEFT. CONTINUE SOUTH ON THE HIGHWAY FOR 1.25 MILES TO
 JA1770'WHERE THE HIGHWAY MAKES A SHARP RIGHT TURN AND A GRAVEL ROAD
 JA1770'CONTINUES STRAIGHT AHEAD. LEAVE THE HIGHWAY AND CONTINUE SOUTH ON THE
 JA1770'MAIN GRAVEL ROADFO FOR 1.8 MI. TO THE MAGNET STORE AND POST
 JA1770'OFFICE. CONTINUE S.  ON THE MAIN GRAVEL ROAD FOR 1.65 MILES TO A SIDE
 JA1770'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE AZIMUTH
 JA1770'MARK ON THE RIGHT. CONTINUE ON THE SAME ROAD FOR 0.45 MILE PAST
 JA1770'A FARMHOUSE TO A PLANK BRIDGE. CONTINUE STRAIGHT AHEAD FOR
 JA1770'APPROXIMATELY 500 FEET TO THE STATION ON THE RIGHT.
 JA1770'
 JA1770'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1912 ***********************************************************************
 JA1912  DESIGNATION -  ELLIS
 JA1912  PID         -  JA1912
 JA1912  STATE/COUNTY-  IN/MARTIN
 JA1912  COUNTRY     -  US
 JA1912  USGS QUAD   -  HILLHAM (2019)
 JA1912
 JA1912                         *CURRENT SURVEY CONTROL
 JA1912  ______________________________________________________________________
 JA1912* NAD 83(1997) POSITION- 38 36 47.89806(N) 086 41 49.39036(W)   ADJUSTED
 JA1912* NAVD 88 ORTHO HEIGHT -   239.16  (+/-2cm)      784.6   (feet) VERTCON3
 JA1912  ______________________________________________________________________
 JA1912  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 JA1912  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JA1912  HORZ ORDER      -  THIRD
 JA1912  VERT ORDER      -  THIRD ? (See Below)
 JA1912
 JA1912.The horizontal coordinates were established by classical geodetic methods
 JA1912.and adjusted by the National Geodetic Survey in May 1999.
 JA1912
 JA1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1912
 JA1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1912.GEOID18 height accuracy estimate available here.
 JA1912
 JA1912.The vertical order pertains to the NGVD 29 superseded value.
 JA1912
 JA1912.Click photographs - Photos may exist for this station.
 JA1912
 JA1912.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1912
 JA1912. The following values were computed from the NAD 83(1997) position.
 JA1912
 JA1912;                    North         East     Units Scale Factor Converg.
 JA1912;SPC IN W     -   373,640.792   933,642.395   MT  0.99998060   +0 14 27.8
 JA1912;SPC IN W     - 1,225,853.17  3,063,125.09   sFT  0.99998060   +0 14 27.8
 JA1912;UTM  16      - 4,273,909.564   526,374.938   MT  0.99960857   +0 11 20.6
 JA1912
 JA1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1912!SPC IN W     -   0.99996764  x   0.99998060  =   0.99994824
 JA1912!UTM  16      -   0.99996764  x   0.99960857  =   0.99957623
 JA1912
 JA1912:                Primary Azimuth Mark                     Grid Az
 JA1912:SPC IN W     -  CAVE                                     170 28 52.3
 JA1912:UTM  16      -  CAVE                                     170 31 59.5
 JA1912
 JA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2637473909(NAD 83)
 JA1912
 JA1912|---------------------------------------------------------------------|
 JA1912| PID    Reference Object                     Distance      Geod. Az  |
 JA1912|                                                           dddmmss.s |
 JA1912| CG8592 ELLIS RM 1                           11.680 METERS 02023     |
 JA1912| CG8593 ELLIS RM 2                           12.146 METERS 14426     |
 JA1912| JA1911 CAVE                                APPROX. 9.6 KM 1704320.1 |
 JA1912| CG8591 ELLIS AZ MK                                        2420116.9 |
 JA1912|---------------------------------------------------------------------|
 JA1912
 JA1912                          SUPERSEDED SURVEY CONTROL
 JA1912
 JA1912  NAD 83(1986)-  38 36 47.90464(N)    086 41 49.39278(W) AD(       ) 3
 JA1912  NAD 27      -  38 36 47.71800(N)    086 41 49.41200(W) AD(       ) 3
 JA1912  NGVD 29             239.29   (m)          785.1    (f) LEVELING    3  
 JA1912
 JA1912.Superseded values are not recommended for survey control.
 JA1912
 JA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1912.See file dsdata.pdf to determine how the superseded data were derived.
 JA1912
 JA1912_MARKER: DS = TRIANGULATION STATION DISK
 JA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1912_STAMPING: ELLIS 1946
 JA1912_MARK LOGO: CGS
 JA1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1912+STABILITY: SURFACE MOTION
 JA1912
 JA1912  HISTORY     - Date     Condition        Report By
 JA1912  HISTORY     - 1946     MONUMENTED       CGS
 JA1912  HISTORY     - 1967     GOOD             CGS
 JA1912
 JA1912                          STATION DESCRIPTION
 JA1912
 JA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1912'THE STATION IS ALONG U S HIGHWAY 150 ABOUT 6 MILES SOUTHEAST OF THE
 JA1912'VILLAGE OF SHOALS, 0.15 MILE NORTHEAST OF THE ELLIS STORE, 20 FEET
 JA1912'EAST OF THE CENTERLINE OF A DIM TRACK ROAD, AND IS ON A BURSHY HILL
 JA1912'THAT IS USED AS A DUMP AREA.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1912'IS STAMPED ELLIS 1946.
 JA1912'
 JA1912'REFERENCE MARK NO 1 IS 38.32 FEET NORTHEAST OF THE STATION, AND 23
 JA1912'FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD.  THE MARK PROJECTS 5
 JA1912'INCHES AND THE DISK IS STAMPED ELLIS NO 1 1946.
 JA1912'
 JA1912'REFERENCE MARK NO 2 IS 39.85 FEET SOUTHEAST OF THE STATION, AND ON THE
 JA1912'SOUTHERN SLOPE OF THE HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1912'IS STAMPED ELLIS NO 2 1946.
 JA1912'
 JA1912'THE AZIMUTH MARK IS WEST OF THE STATION, 90 FEET NORTHWEST OF A SIGN,
 JA1912'ELLIS CAMP, AND 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 JA1912'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELLIS 1946.
 JA1912'
 JA1912'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 50 AND 150 IN
 JA1912'THE VILLAGE OF SHOALS, GO EAST AND SOUTHEAST ON STATE HIGHWAY 150 FOR
 JA1912'7.7 MILES TO THE ELLIS STORE AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 JA1912'LEFT JUST NORTH OF THE STORE AND FOLLOW A DIM TRACK ROAD FOR 0.15 MILE
 JA1912'TO THE TOP OF THE HILL AND THE STATION.
 JA1912'
 JA1912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1912
 JA1912                          STATION RECOVERY (1967)
 JA1912
 JA1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1912'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 JA1912'THE AZIMUTH MARK COULD NOT BE FOUND AND IS THOUGHT TO HAVE BEEN
 JA1912'DESTROYED WHEN THE ROAD WAS WIDENED OUT IN THE AREA.  THE PREVIOUS
 JA1912'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 JA1912'
 JA1912'THE STATION MARK IS 28 FEET EAST OF A 5 INCH PINE TREE AND ON THE
 JA1912'PROPERTY OF THE SINGING HILL HOLINESS CAMP.
 JA1912'
 JA1912'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF A 5 INCH CEDAR TREE.
 JA1912'
 JA1912'REFERENCE MARK 2 IS 10 FEET NORTHWEST OF AN 8 INCH PINE TREE.
 JA1912'
 JA1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST OF
 JA1912'SHOALS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1601 ***********************************************************************
 MD1601  DESIGNATION -  ELLISON
 MD1601  PID         -  MD1601
 MD1601  STATE/COUNTY-  IN/ALLEN
 MD1601  COUNTRY     -  US
 MD1601  USGS QUAD   -  ARCOLA (2019)
 MD1601
 MD1601                         *CURRENT SURVEY CONTROL
 MD1601  ______________________________________________________________________
 MD1601* NAD 83(1997) POSITION- 41 00 56.05563(N) 085 17 46.18607(W)   ADJUSTED
 MD1601* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1601  ______________________________________________________________________
 MD1601  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 MD1601  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 MD1601  HORZ ORDER      -  SECOND
 MD1601
 MD1601.The horizontal coordinates were established by classical geodetic methods
 MD1601.and adjusted by the National Geodetic Survey in May 1999.
 MD1601
 MD1601.The orthometric height was scaled from a topographic map.
 MD1601
 MD1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1601.GEOID18 height accuracy estimate available here.
 MD1601
 MD1601.Click photographs - Photos may exist for this station.
 MD1601
 MD1601.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1601
 MD1601. The following values were computed from the NAD 83(1997) position.
 MD1601
 MD1601;                    North         East     Units Scale Factor Converg.
 MD1601;SPC IN E     -   640,353.489   131,164.066   MT  0.99997862   +0 14 35.3
 MD1601;SPC IN E     - 2,100,893.07    430,327.44   sFT  0.99997862   +0 14 35.3
 MD1601;UTM  16      - 4,541,883.770   643,264.560   MT  0.99985262   +1 07 06.1
 MD1601
 MD1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1601!SPC IN E     -   0.99996163  x   0.99997862  =   0.99994025
 MD1601!UTM  16      -   0.99996163  x   0.99985262  =   0.99981426
 MD1601
 MD1601:                Primary Azimuth Mark                     Grid Az
 MD1601:SPC IN E     -  ELLISON AZ MK                            087 00 16.7
 MD1601:UTM  16      -  ELLISON AZ MK                            086 07 45.9
 MD1601
 MD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4326441883(NAD 83)
 MD1601
 MD1601|---------------------------------------------------------------------|
 MD1601| PID    Reference Object                     Distance      Geod. Az  |
 MD1601|                                                           dddmmss.s |
 MD1601| CC8655 ELLISON AZ MK                                      0871452.0 |
 MD1601| CC8656 ELLISON RM 1                         24.984 METERS 09250     |
 MD1601| CC8657 ELLISON RM 2                         23.774 METERS 27229     |
 MD1601|---------------------------------------------------------------------|
 MD1601
 MD1601                          SUPERSEDED SURVEY CONTROL
 MD1601
 MD1601  NAD 83(1995)-  41 00 56.05679(N)    085 17 46.19209(W) AD(       ) 2
 MD1601  NAD 83(1986)-  41 00 56.05797(N)    085 17 46.19945(W) AD(       ) 2
 MD1601  NAD 27      -  41 00 55.88690(N)    085 17 46.29530(W) AD(       ) 2
 MD1601
 MD1601.Superseded values are not recommended for survey control.
 MD1601
 MD1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1601.See file dsdata.pdf to determine how the superseded data were derived.
 MD1601
 MD1601_MARKER: DS = TRIANGULATION STATION DISK
 MD1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1601_STAMPING: ELLISON 1946
 MD1601_MARK LOGO: CGS
 MD1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1601+STABILITY: SURFACE MOTION
 MD1601
 MD1601  HISTORY     - Date     Condition        Report By
 MD1601  HISTORY     - 1946     MONUMENTED       CGS
 MD1601  HISTORY     - 1963     GOOD             CGS
 MD1601
 MD1601                          STATION DESCRIPTION
 MD1601
 MD1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1601'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF FORT WAYNE AND ABOUT 6
 MD1601'MILES NORTHWEST OF ROANOKE ON THE PROPERTY OF MR. R. L. REDDING.  IT
 MD1601'IS 56 FEET SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF U.S. HIGHWAY
 MD1601'24 AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1601'AND THE DISK IS STAMPED ELLISON 1946.
 MD1601'
 MD1601'REFERENCE MARK NO. 1 IS 81.97 FEET EAST OF THE STATION.  IT IS 56 FEET
 MD1601'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24 AND 1 FOOT NORTH OF A
 MD1601'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELLISON NO 1
 MD1601'1946.
 MD1601'
 MD1601'REFERENCE MARK NO. 2 IS 78.00 FEET WEST OF THE STATION.  IT IS 56 FEET
 MD1601'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24 AND 1 FOOT NORTH OF
 MD1601'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELLISON NO 2
 MD1601'1946.
 MD1601'
 MD1601'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 49 FEET SOUTH OF
 MD1601'CENTERLINE OF U.S. HIGHWAY 24 AND 1 FOOT NORTH OF A FENCELINE.  THE
 MD1601'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ELLISON 1946.
 MD1601'
 MD1601'TO REACH STATION FROM THE ELECTRIC POWER STATION IN ROANOKE GO NORTH
 MD1601'OF U.S. HIGHWAY 24 FOR 6.3 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 MD1601'
 MD1601'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. HIGHWAY FOR
 MD1601'0.3 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1601'
 MD1601'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1601
 MD1601                          STATION RECOVERY (1963)
 MD1601
 MD1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1601'RECOVERED STATION AND AZIMUTH MARKS IN GOOD CONDITION AND THE TWO
 MD1601'REFERENCE MARKS BROKEN CLEANLY (FROST) ESSENTIALLY AS DESCRIBED EXCEPT
 MD1601'THAT THE INITIAL IS MISNAMED IN THE ORIGINAL DESCRIPTION AND ONE
 MD1601'DIRECTION THEREIN IS AN IMPROPER SEXAGESIMAL-SYSTEM NUMBER.
 MD1601'REOBSERVATION INDICATES THE NUMBER CORRECT AND INSPECTION INDICATES
 MD1601'THE INITIAL AS RICE.
 MD1601'
 MD1601'ABOUT 10 MILES SOUTHWESTERLY ALONG NO. 24 U.S. HWY. FROM DOWNTOWN FORT
 MD1601'OR 2.8 MILES SW ALONG SAME FROM ITS UNDERPASS OF AT 4-WAY INTERCHANGE
 MD1601'WITH NO. 69 INTERSTATE HWY., ON S SIDE TOP OF DEEP HWY. CUT, 15 YARDS
 MD1601'W OF CREST OF RIDGE, 51-1/2 FEET S OF CENTER LINE OF S PAIR OF TRAFFIC
 MD1601'LANES, 10.5 FEET HIGHER THAN SAME, 3.0 FEET E OF STEEL WITNESS POST,
 MD1601'STANDARD DISKS STAMPED ELLISON 1946 IN 1A AND 7A MARKS WITH THE UPPER
 MD1601'MARK PROJECTING 0.4 FOOT.
 MD1601'
 MD1601'REFERENCE STAMPED ELLISON NO 1 1946 1963 IS ORIGINAL DISK RESET
 MD1601'EXACTLY VERTICALLY BELOW RESTORED POSITION, NOTE 11B, FLUSH, IS 81.97
 MD1601'FEET OR 24.984 METERS E IN APPROXIMATE AZIMUTH 272 DEG 47 MIN FROM
 MD1601'STATION, AND ONE FOOT N OF FENCE.
 MD1601'
 MD1601'REFERENCE STAMPED ELLISON NO 2 1946 1963, NOTE 11B, FLUSH, SIMILARLY
 MD1601'RESET AS NO. 1, IS 78.00 FEET OR 23.774 METERS W IN APPROX. AZIMUTH 92
 MD1601'DEG 29 MIN FROM STATION, 1 FT.  N OF FENCE.
 MD1601'
 MD1601'AZIMUTH MARK STAMPED ELLISON 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS
 MD1601'ABOUT 0.35 MILE E IN AZIMUTH 267 DEG 14 MIN 53.3 SEC FROM STATION,
 MD1601'ABOUT 55 YARDS W OF CREST OF RIDGE, 47 FEET S OF CENTER LINE OF S LANE
 MD1601'OF DUAL HWY., 5.2 FEET HIGHER THAN SAME, 0.7 FOOT N OF R.O.W. FENCE,
 MD1601'AND 1.7 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2235 ***********************************************************************
 LB2235  DESIGNATION -  ELM
 LB2235  PID         -  LB2235
 LB2235  STATE/COUNTY-  IN/WARREN
 LB2235  COUNTRY     -  US
 LB2235  USGS QUAD   -  WILLIAMSPORT (2019)
 LB2235
 LB2235                         *CURRENT SURVEY CONTROL
 LB2235  ______________________________________________________________________
 LB2235* NAD 83(1997) POSITION- 40 18 39.80782(N) 087 18 52.45561(W)   ADJUSTED
 LB2235* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2235  ______________________________________________________________________
 LB2235  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 LB2235  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB2235  HORZ ORDER      -  FIRST
 LB2235
 LB2235.The horizontal coordinates were established by classical geodetic methods
 LB2235.and adjusted by the National Geodetic Survey in May 1999.
 LB2235
 LB2235.The orthometric height was scaled from a topographic map.
 LB2235
 LB2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2235.GEOID18 height accuracy estimate available here.
 LB2235
 LB2235.Click photographs - Photos may exist for this station.
 LB2235
 LB2235.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2235
 LB2235. The following values were computed from the NAD 83(1997) position.
 LB2235
 LB2235;                    North         East     Units Scale Factor Converg.
 LB2235;SPC IN W     -   562,081.256   880,344.261   MT  0.99997142   -0 08 58.5
 LB2235;SPC IN W     - 1,844,094.92  2,888,262.80   sFT  0.99997142   -0 08 58.5
 LB2235;UTM  16      - 4,462,329.984   473,270.528   MT  0.99960879   -0 12 12.6
 LB2235
 LB2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2235!SPC IN W     -   0.99997055  x   0.99997142  =   0.99994197
 LB2235!UTM  16      -   0.99997055  x   0.99960879  =   0.99957935
 LB2235
 LB2235:                Primary Azimuth Mark                     Grid Az
 LB2235:SPC IN W     -  ELM AZ MK RESET                          154 18 20.5
 LB2235:UTM  16      -  ELM AZ MK RESET                          154 21 34.6
 LB2235
 LB2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7327062329(NAD 83)
 LB2235
 LB2235|---------------------------------------------------------------------|
 LB2235| PID    Reference Object                     Distance      Geod. Az  |
 LB2235|                                                           dddmmss.s |
 LB2235| CM3481 ELM RM 3                             11.948 METERS 00915     |
 LB2235| LB1661 ELM RM 1                             32.330 METERS 08507     |
 LB2235| CM3482 ELM RM 4                             13.934 METERS 10215     |
 LB2235| LB2234 ATTICA STACK                        APPROX. 5.6 KM 1082543.0 |
 LB2235| LB2212 ATTICA RAD STA KSD 207 MAST         APPROX. 7.2 KM 1130829.2 |
 LB2235| CM3480 ELM AZ MK RESET                                    1540922.0 |
 LB2235| LB1663 ELM AZ MK                                          3200816.0 |
 LB2235| LB1662 ELM RM 2                             44.714 METERS 35636     |
 LB2235|---------------------------------------------------------------------|
 LB2235
 LB2235                          SUPERSEDED SURVEY CONTROL
 LB2235
 LB2235  NAD 83(1986)-  40 18 39.81618(N)    087 18 52.46593(W) AD(       ) 1
 LB2235  NAD 27      -  40 18 39.68400(N)    087 18 52.42700(W) AD(       ) 1
 LB2235
 LB2235.Superseded values are not recommended for survey control.
 LB2235
 LB2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2235.See file dsdata.pdf to determine how the superseded data were derived.
 LB2235
 LB2235_MARKER: DS = TRIANGULATION STATION DISK
 LB2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2235_STAMPING: ELM 1934
 LB2235_MARK LOGO: CGS
 LB2235_PROJECTION: RECESSED 30 CENTIMETERS
 LB2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2235+STABILITY: SURFACE MOTION
 LB2235
 LB2235  HISTORY     - Date     Condition        Report By
 LB2235  HISTORY     - 1934     MONUMENTED       CGS
 LB2235  HISTORY     - 1955     GOOD             CGS
 LB2235  HISTORY     - 1968     GOOD             CGS
 LB2235  HISTORY     - 1972     MARK NOT FOUND   NGS
 LB2235
 LB2235                          STATION DESCRIPTION
 LB2235
 LB2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2235'ABOUT 3.6 MILES NORTHWEST OF ATTICA, 170 PACES NORTHWEST OF THE
 LB2235'INTERSECTION OF U. S. HIGHWAY 41 AND A MACADAM T-ROAD SOUTH TO
 LB2235'WILLIAMSPORT, ON A HIGH POINT IN A FIELD OWNED BY H. B. CAMPBELL,
 LB2235'58 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 41, 40.5 FEET
 LB2235'SOUTH OF A TELEPHONE POLE, 20.5 FEET WEST OF THE NORTHWEST POST
 LB2235'(LARGE) OF A GATE IN THE SOUTHWEST RIGHT-OF-WAY FENCE OF U. S.
 LB2235'HIGHWAY 41, AND IS SET 12 INCHES UNDERGROUND.
 LB2235'
 LB2235'TO REACH FROM ATTICA, GO NORTHWEST ON U. S. HIGHWAY 41 FOR 3.6 MILES
 LB2235'FROM THE BRIDGE OVER THE WABASH RIVER TO THE STATION 0.1 MILE PAST
 LB2235'THE ROAD SOUTH TO WILLIAMSPORT.
 LB2235'
 LB2235'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2235'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2235'
 LB2235'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN THE NORTHEAST
 LB2235'RIGHT-OF-WAY FENCE OF U. S. HIGHWAY 41, 178.8 FEET SOUTHEAST OF
 LB2235'REFERENCE MARK NO. 2, AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2
 LB2235'IS NORTH OF THE STATION, IN THE NORTHEAST RIGHT-OF-WAY FENCE OF THE
 LB2235'ROAD, AND PROJECTS 4 INCHES.
 LB2235'
 LB2235'AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE NORTH FENCE OF A
 LB2235'FIELD, 100 FEET SOUTHEAST OF A SMALL HOUSE, 55 FEET SOUTHWEST OF THE
 LB2235'CENTER LINE OF U. S. HIGHWAY 41, AND PROJECTS 8 INCHES.
 LB2235'
 LB2235'90-FOOT TOWER WILL CLEAR ALL LINES.
 LB2235'
 LB2235'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LB2235
 LB2235                          STATION RECOVERY (1955)
 LB2235
 LB2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2235'STATION AND REFERENCE MARKS NOS 1 AND 2 RECOVERED AS DESCRIBED AND
 LB2235'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE
 LB2235'REFERENCE MARKS CHECKED WITH THE 1934 OBSERVATIONS.  THE OLD AZIMUTH
 LB2235'MARK WAS DESTROYED AS IT HAD BEEN HIT BY A FARMING IMPLEMENT AND A
 LB2235'NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 LB2235'
 LB2235'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LB2235'
 LB2235'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF ATTICA ON THE WEST
 LB2235'SIDE OF U. S. HIGHWAY 41 AND IN THE EAST SIDE AND HIGHEST POINT IN A
 LB2235'CULTIVATED FIELD ON LAND OWNED BY H. B. CAMPBELL.  IT IS 57 FEET
 LB2235'WEST OF THE CENTER OF U. S. HIGHWAY 41 AND 40 FEET SOUTHWEST OF A
 LB2235'WHITE WITNESS POST.  THE MARK IS SET ABOUT 15 INCHES UNDERGROUND
 LB2235'AND THE DISK IS STAMPED ELM 1934.
 LB2235'
 LB2235'REFERENCE MARK NO. 1 IS 106.07 FEET SOUTHEAST OF THE STATION, 64 FEET
 LB2235'SOUTH OF A POWER LINE POLE, 30 FEET EAST OF THE CENTER OF U. S.
 LB2235'HIGHWAY 41 AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS ABOUT
 LB2235'4 INCHES AND THE DISK IS STAMPED ELM NO 1 1934.
 LB2235'
 LB2235'REFERENCE MARK NO. 2 IS 146.70 FEET NORTHEAST OF THE STATION, 81 FEET
 LB2235'NORTH OF A POWER LINE POLE, 29 FEET EAST OF THE CENTER OF U. S.
 LB2235'HIGHWAY 41 AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS ABOUT
 LB2235'4 INCHES AND THE DISK IS STAMPED ELM NO 2 1934.
 LB2235'
 LB2235'THE AZIMUTH MARK IS ABOUT 0.35 MILE AIRLINE SOUTHEAST OF THE STATION,
 LB2235'36 FEET SOUTH OF BEVERLY WATKINS MAIL BOX, 17 FEET EAST OF THE
 LB2235'CENTER OF BLACKTOPPED ROAD, 2 FEET NORTHWEST OF A WHITE WITNESS POST
 LB2235'AND 1 FOOT WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2235'STAMPED ELM 1934 RESET 1955.
 LB2235'
 LB2235'TO REACH THE STATION FROM ATTICA, GO NORTHWEST ON U. S. HIGHWAY 41
 LB2235'FOR 3.6 MILES TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 LB2235'
 LB2235'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U. S. HIGHWAY
 LB2235'FOR 0.1 MILE TO WHERE HIGHWAY MAKES A CURVE TO THE LEFT AND A
 LB2235'BLACKTOPPED ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 LB2235'ON BLACKTOPPED ROAD FOR 0.35 MILE TO THE MARK ON THE EAST SIDE AS
 LB2235'DESCRIBED.
 LB2235'
 LB2235'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 LB2235
 LB2235                          STATION RECOVERY (1968)
 LB2235
 LB2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LPS)
 LB2235'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 LB2235'REFERENCE MARK 2 WAS FOUND UPROOTED AT THE EDGE OF A CULTIVATED
 LB2235'FIELD AND THE DISK WAS SALVAGED.  REFERENCE MARK 1 WAS FOUND WITH
 LB2235'THE TOP PORTION OF THE MONUMENT AND THE DISK GONE.  REFERENCE
 LB2235'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 LB2235'
 LB2235'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ATTICA, 2 MILES NORTH
 LB2235'OF WILLIAMSPORT AND IN A CULTIVATED FIELD OWNED BY MR. H. D.
 LB2235'CAMPBELL.  IT IS 57 FEET SOUTHWEST OF THE CENTERLINE OF U. S.
 LB2235'HIGHWAY 41, 47 FEET NORTHWEST OF A METAL WITNESS POST, 38 FEET
 LB2235'SOUTHWEST OF THE SOUTHWEST LEG OF A METAL HIGHWAY CURVE SIGN, 40
 LB2235'FEET SOUTH OF A TELPHONE POLE AND 25 FEET SOUTHWEST OF THE
 LB2235'NORTHEAST EDGE OF THE FIELD.  THE MONUMENT 12 INCHES BELOW THE
 LB2235'SURFACE OF THE GROUND AND THE DISK IS STAMPED ELM 1934.
 LB2235'
 LB2235'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2235'HIGHWAY 28 (ABOUT 2 MILES NORTH OF ATTICA, AND 2 MILES EAST OF
 LB2235'WILLIAMSPORT) GO NORTHERLY ON HIGHWAY 41 FOR 1.4 MILES TO THE
 LB2235'STATION ON THE LEFT.
 LB2235'
 LB2235'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY
 LB2235'41 FOR 0.1 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD
 LB2235'AND CONTINUE SOUTHEAST FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LB2235'
 LB2235'REFERENCE MARK 3 IS 27 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB2235'HIGHWAY, 16 FEET WEST OF THE METAL SIGN, 4 FEET NORTHEAST OF THE
 LB2235'EDGE OF THE FIELD AND 2 FEET SOUTHEAST OF THE TELEPHONE POLE.  THE
 LB2235'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ELM 1934 NO 3
 LB2235'1968.
 LB2235'
 LB2235'REFERENCE MARK 4 IS 63 FEET SOUTHEAST OF THE TELEPHONE POLE, 28 FEET
 LB2235'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTHWEST OF A
 LB2235'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 LB2235'STAMPED ELM 1934 NO 4 1968.
 LB2235'
 LB2235'THE AZIMUTH MARK IS 36 FEET SOUTH OF BEVERLY WATKINS MAIL BOX, 17
 LB2235'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 1 FOOT WEST OF A
 LB2235'FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS
 LB2235'FLUSH AND THE DISK IS STAMPED ELM 1934 RESET 1955.
 LB2235'
 LB2235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 LB2235'NORTHWEST OF ATTICA.
 LB2235'
 LB2235'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2235
 LB2235                          STATION RECOVERY (1972)
 LB2235
 LB2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2235'REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LB2235'THE STATION IS IN A CORNFIELD AND WAS NOT SEARCHED FOR.  THIS
 LB2235'STATION MAY BE DISTURBED BY PLANNED ROAD CONSTRUCTION WITHIN THE
 LB2235'NEXT YEAR OR SO.  THE PLANS ARE NOT FINAL AT THIS TIME AND NO WORK
 LB2235'WAS DONE.
 LB2235'
 LB2235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 LB2235'NORTHWEST OF ATTICA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1663 ***********************************************************************
 LB1663  DESIGNATION -  ELM AZ MK
 LB1663  PID         -  LB1663
 LB1663  STATE/COUNTY-  IN/WARREN
 LB1663  COUNTRY     -  US
 LB1663  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1663
 LB1663                         *CURRENT SURVEY CONTROL
 LB1663  ______________________________________________________________________
 LB1663* NAD 83(1986) POSITION- 40 18 54.     (N) 087 19 07.     (W)   SCALED
 LB1663* NAVD 88 ORTHO HEIGHT -   223.057 (meters)      731.81  (feet) ADJUSTED
 LB1663  ______________________________________________________________________
 LB1663  GEOID HEIGHT    -        -33.214 (meters)                     GEOID18
 LB1663  DYNAMIC HEIGHT  -        222.944 (meters)      731.44  (feet) COMP
 LB1663  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 LB1663
 LB1663  VERT ORDER      -  SECOND    CLASS 0
 LB1663
 LB1663.The horizontal coordinates were scaled from a map and have
 LB1663.an estimated accuracy of +/- 6 seconds.
 LB1663
 LB1663.The orthometric height was determined by differential leveling and
 LB1663.adjusted by the NATIONAL GEODETIC SURVEY
 LB1663.in June 1991.
 LB1663
 LB1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1663.GEOID18 height accuracy estimate available here.
 LB1663
 LB1663.Click photographs - Photos may exist for this station.
 LB1663
 LB1663.The dynamic height is computed by dividing the NAVD 88
 LB1663.geopotential number by the normal gravity value computed on the
 LB1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1663.degrees latitude (g = 980.6199 gals.).
 LB1663
 LB1663.The modeled gravity was interpolated from observed gravity values.
 LB1663
 LB1663;                    North         East    Units  Estimated Accuracy
 LB1663;SPC IN W     -   562,520.      880,000.      MT  (+/- 180 meters Scaled)
 LB1663
 LB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK729627(NAD 83)
 LB1663
 LB1663                          SUPERSEDED SURVEY CONTROL
 LB1663
 LB1663  NGVD 29 (??/??/92)  223.118  (m)          732.01   (f) ADJ UNCH    2 0
 LB1663
 LB1663.Superseded values are not recommended for survey control.
 LB1663
 LB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1663.See file dsdata.pdf to determine how the superseded data were derived.
 LB1663
 LB1663_MARKER: DR = REFERENCE MARK DISK
 LB1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1663_STAMPING: ELM AZIMUTH 1934
 LB1663_MARK LOGO: CGS
 LB1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1663+STABILITY: SURFACE MOTION
 LB1663
 LB1663  HISTORY     - Date     Condition        Report By
 LB1663  HISTORY     - 1934     MONUMENTED       CGS
 LB1663  HISTORY     - 1946     GOOD             CGS
 LB1663
 LB1663                          STATION DESCRIPTION
 LB1663
 LB1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1663'2.4 MI NW FROM WILLIAMSPORT.
 LB1663'ABOUT 1.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE COURT HOUSE
 LB1663'AT WILLIAMSPORT, THENCE ABOUT 0.5 MILE NORTHWEST ALONG U.S.
 LB1663'HIGHWAY 41, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 LB1663'ABANDONED HOUSE, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LB1663'HIGHWAY, 30 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT LEVEL
 LB1663'WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK
 LB1663'DISK, STAMPED ELM AZIMUTH 1934 AND SET IN THE TOP OF A CONCRETE
 LB1663'POST PROJECT-8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2602 ***********************************************************************
 LB2602  DESIGNATION -  ELSTON
 LB2602  PID         -  LB2602
 LB2602  STATE/COUNTY-  IN/TIPPECANOE
 LB2602  COUNTRY     -  US
 LB2602  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2602
 LB2602                         *CURRENT SURVEY CONTROL
 LB2602  ______________________________________________________________________
 LB2602* NAD 83(1997) POSITION- 40 23 21.88612(N) 086 54 16.91402(W)   ADJUSTED
 LB2602* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 LB2602  ______________________________________________________________________
 LB2602  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 LB2602  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 LB2602  HORZ ORDER      -  THIRD
 LB2602
 LB2602.The horizontal coordinates were established by classical geodetic methods
 LB2602.and adjusted by the National Geodetic Survey in May 1999.
 LB2602
 LB2602.The orthometric height was scaled from a topographic map.
 LB2602
 LB2602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2602.GEOID18 height accuracy estimate available here.
 LB2602
 LB2602.Click photographs - Photos may exist for this station.
 LB2602
 LB2602.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2602
 LB2602. The following values were computed from the NAD 83(1997) position.
 LB2602
 LB2602;                    North         East     Units Scale Factor Converg.
 LB2602;SPC IN W     -   570,771.283   915,166.824   MT  0.99996950   +0 06 56.7
 LB2602;SPC IN W     - 1,872,605.45  3,002,509.82   sFT  0.99996950   +0 06 56.7
 LB2602;UTM  16      - 4,470,984.048   508,088.523   MT  0.99960081   +0 03 42.3
 LB2602
 LB2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2602!SPC IN W     -   0.99997455  x   0.99996950  =   0.99994405
 LB2602!UTM  16      -   0.99997455  x   0.99960081  =   0.99957537
 LB2602
 LB2602:                Primary Azimuth Mark                     Grid Az
 LB2602:SPC IN W     -  ELSTON AZ MK                             180 13 48.0
 LB2602:UTM  16      -  ELSTON AZ MK                             180 17 02.4
 LB2602
 LB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0808870984(NAD 83)
 LB2602
 LB2602|---------------------------------------------------------------------|
 LB2602| PID    Reference Object                     Distance      Geod. Az  |
 LB2602|                                                           dddmmss.s |
 LB2602| LB0817 X 89                                 49.829 METERS 05315     |
 LB2602| CC8658 ELSTON AZ MK                                       1802044.7 |
 LB2602| CC8659 ELSTON RM 1                          28.575 METERS 19053     |
 LB2602| LB2612 PURDUE UNIV AIRPORT BEACON          APPROX. 3.7 KM 3253045.5 |
 LB2602|---------------------------------------------------------------------|
 LB2602
 LB2602                          SUPERSEDED SURVEY CONTROL
 LB2602
 LB2602  NAD 83(1986)-  40 23 21.89314(N)    086 54 16.92576(W) AD(       ) 3
 LB2602  NAD 27      -  40 23 21.78300(N)    086 54 16.88060(W) AD(       ) 3
 LB2602
 LB2602.Superseded values are not recommended for survey control.
 LB2602
 LB2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2602.See file dsdata.pdf to determine how the superseded data were derived.
 LB2602
 LB2602_MARKER: DS = TRIANGULATION STATION DISK
 LB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2602_STAMPING: ELSTON 1948
 LB2602_MARK LOGO: CGS
 LB2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2602+STABILITY: SURFACE MOTION
 LB2602
 LB2602  HISTORY     - Date     Condition        Report By
 LB2602  HISTORY     - 1948     MONUMENTED       CGS
 LB2602  HISTORY     - 1963     MARK NOT FOUND   USDA
 LB2602  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB2602
 LB2602                          STATION DESCRIPTION
 LB2602
 LB2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2602'STATION IS LOCATED 2 MILES SOUTHWEST OF LA FAYETTE.  IT IS 313 FEET
 LB2602'SOUTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 43 AND NO. 25, 134
 LB2602'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY NO. 25, 88 FEET WEST
 LB2602'OF THE CENTER OF STATE HIGHWAY NO. 43, 63 FEET SOUTHWEST OF THE
 LB2602'CENTER OF CUT-OFF ROAD FROM STATE HIGHWAY NO. 43 AND STATE HIGHWAY
 LB2602'NO. 25 AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2602'4 INCHES AND THE DISK IS STAMPED ELSTON 1948.
 LB2602'
 LB2602'REFERENCE MARK NO. 1 IS 93.75 FEET SOUTH OF THE STATION.  IT IS 88
 LB2602'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 43 AND 10 FEET EAST
 LB2602'OF A FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 LB2602'ELSTON NO 1 1948.
 LB2602'
 LB2602'X 89 (USC AND GS) BM WAS USED AS A REFERENCE MARK AND IS 163.48 FEET
 LB2602'NORTHEAST OF THE STATION.  IT IS 18 FEET EAST OF THE CENTER OF STATE
 LB2602'HIGHWAY NO. 43 AND 1 FOOT SOUTH OF THE NORTH END OF CULVERT.  THE
 LB2602'DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE ABUTMENT OF A
 LB2602'CULVERT.  THE DISK IS A STANDARD USC AND GS BM BRONZE DISK
 LB2602'STAMPED X 89 1946.
 LB2602'
 LB2602'AZIMITH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 29 FEET WEST
 LB2602'OF THE CENTER OF STATE HIGHWAY NO. 43, 7 FEET NORTH OF A TELEPHONE
 LB2602'POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 LB2602'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2602'ELSTON 1948.
 LB2602'
 LB2602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 43 AND
 LB2602'STATE HIGHWAY NO. 25 IN LA FAYETTE GO SOUTHWEST ON STATE HIGHWAYS
 LB2602'NO. 43 AND NO. 25 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAYS
 LB2602'NO.  43 AND NO. 25 AND THE STATION IN THE SOUTHWEST ANGLE,
 LB2602'CONTINUE FOR 0.3 MILE SOUTH ON STATE HIGHWAY NO. 43 TO THE
 LB2602'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2602'
 LB2602'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2602
 LB2602                          STATION RECOVERY (1963)
 LB2602
 LB2602'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963
 LB2602'STATION WAS NOT RECOVERED.  IT APPEARS TO BE COVERED BY A BLACKTOP
 LB2602'DRIVEWAY.
 LB2602
 LB2602                          STATION RECOVERY (1965)
 LB2602
 LB2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2602'ELSTON 1948 NOT RECOVERED.
 LB2602'
 LB2602'BM X-89 (USCGS), REF. MK. TO THIS STATION, WAS FOUND LOCATED APPROX
 LB2602'AS DESCRIBED, BUT STAMPED X 89 RESET 1960, POSSIBLY INDICATING THE
 LB2602'OTHER MARKS AT THIS SITE HAVE ALSO BEEN MOVED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2144 ***********************************************************************
 LA2144  DESIGNATION -  ELVIN 2 RESET
 LA2144  PID         -  LA2144
 LA2144  STATE/COUNTY-  IN/MADISON
 LA2144  COUNTRY     -  US
 LA2144  USGS QUAD   -  ANDERSON NORTH (2019)
 LA2144
 LA2144                         *CURRENT SURVEY CONTROL
 LA2144  ______________________________________________________________________
 LA2144* NAD 83(1997) POSITION- 40 13 12.62790(N) 085 39 59.98871(W)   ADJUSTED
 LA2144* NAVD 88 ORTHO HEIGHT -   271.4   (meters)      890.    (feet) VERTCON3
 LA2144  ______________________________________________________________________
 LA2144  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 LA2144  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 LA2144  HORZ ORDER      -  FIRST
 LA2144
 LA2144.The horizontal coordinates were established by classical geodetic methods
 LA2144.and adjusted by the National Geodetic Survey in May 1999.
 LA2144
 LA2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2144
 LA2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2144.GEOID18 height accuracy estimate available here.
 LA2144
 LA2144.Click photographs - Photos may exist for this station.
 LA2144
 LA2144.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2144
 LA2144. The following values were computed from the NAD 83(1997) position.
 LA2144
 LA2144;                    North         East     Units Scale Factor Converg.
 LA2144;SPC IN E     -   551,964.273   100,000.267   MT  0.99996667   +0 00 00.0
 LA2144;SPC IN E     - 1,810,902.79    328,084.21   sFT  0.99996667   +0 00 00.0
 LA2144;UTM  16      - 4,453,047.358   613,448.539   MT  0.99975844   +0 51 39.8
 LA2144
 LA2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2144!SPC IN E     -   0.99996278  x   0.99996667  =   0.99992945
 LA2144!UTM  16      -   0.99996278  x   0.99975844  =   0.99972123
 LA2144
 LA2144:                Primary Azimuth Mark                     Grid Az
 LA2144:SPC IN E     -  ELVIN AZ MK                              030 33 07.5
 LA2144:UTM  16      -  ELVIN AZ MK                              029 41 27.7
 LA2144
 LA2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344853047(NAD 83)
 LA2144
 LA2144|---------------------------------------------------------------------|
 LA2144| PID    Reference Object                     Distance      Geod. Az  |
 LA2144|                                                           dddmmss.s |
 LA2144| CC8660 ELVIN AZ MK                                        0303307.5 |
 LA2144| CC8663 ELVIN 2 RM 3                         37.148 METERS 09636     |
 LA2144| LA2143 ELVIN                                68.232 METERS 18208     |
 LA2144| LA2145 ELVIN 2 RM A                         26.441 METERS 34804     |
 LA2144|---------------------------------------------------------------------|
 LA2144
 LA2144                          SUPERSEDED SURVEY CONTROL
 LA2144
 LA2144  NAD 83(1995)-  40 13 12.63020(N)    085 40 00.00138(W) AD(       ) 1
 LA2144  NAD 83(1986)-  40 13 12.63032(N)    085 40 00.00247(W) AD(       ) 1
 LA2144  NAD 27      -  40 13 12.48364(N)    085 40 00.09273(W) AD(       ) 1
 LA2144  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 LA2144
 LA2144.Superseded values are not recommended for survey control.
 LA2144
 LA2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2144.See file dsdata.pdf to determine how the superseded data were derived.
 LA2144
 LA2144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2144_STAMPING: ELVIN 2 1970 1980
 LA2144_MARK LOGO: NGS
 LA2144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LA2144
 LA2144  HISTORY     - Date     Condition        Report By
 LA2144  HISTORY     - 1980     MONUMENTED       NGS
 LA2144
 LA2144                          STATION DESCRIPTION
 LA2144
 LA2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LA2144'STATION SURFACE MARK AND RM 3 WERE FOUND OUT OF THE GROUND.  RM A
 LA2144'WAS NOT FOUND.  AFTER A LONG SEARCH THE STATION UNDERGROUND MARK WAS
 LA2144'FOUND.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  ELVIN 1934
 LA2144'UNDERGROUND MARK FOUND IN GOOD CONDITION ALTHOUGH IT WAS NOT VISIBLE
 LA2144'AT GROUND LEVEL A LARGE BUSH BLOCKED THE LINE OF SIGHT.  THE DIRECTION
 LA2144'ALEXANDRIA MUN WATER TANK TO THE AZIMUTH MARK CHECKED.  REFERENCE
 LA2144'MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.  A NEW STATION SURFACE
 LA2144'MARK WAS SET AT THIS TIME HOLDING THE PLUMB POINT OF THE UNDERGROUND
 LA2144'MARK.
 LA2144'
 LA2144'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 28
 LA2144'AT THE N EDGE OF ALEXANDRIA, GO S ON HIGHWAY 9 FOR 3.2 MILES TO THE
 LA2144'INTERSECTION OF STATE HIGHWAY 128.  TURN RIGHT, GO W ON HIGHWAY 128
 LA2144'FOR 0.05 MILE TO ENTRANCE TO THE HOLLAND TRUCKING FIRM.  TURN RIGHT
 LA2144'AND GO N ON PARKING LOT TO THE NE EDGE OF PAVEMENT ABOUT 300 FT AND
 LA2144'STATION AS DESCRIBED.
 LA2144'
 LA2144'STATION IS ABOUT 3 MILES S OF ALEXANDRIA, NEAR THE NE EDGE OF THE
 LA2144'HOLLAND TRUCKING COMPANY.  IT IS IN A NEWLY COMMERCIAL ZONING AREA.
 LA2144'
 LA2144'STATION MARK IS A STANDARD DISK, STAMPED---ELVIN 2 1970 1980---.  IT
 LA2144'IS 102 FT NW OF THE NE CORNER OF HOUSE, 87 FT NNW OF THE NW CORNER
 LA2144'OF THE HOUSE, 40 FT E OF THE E EDGE OF PAVED PARKING LOT, 40 FT ESE
 LA2144'OF POWER LINE POLE MA 46 267 WITH A FLOODLIGHT ON TOP, 1 FT E OF
 LA2144'A METAL WITNESS POST AND 28 FT N OF A METAL WITNESS POST.  THE MARK
 LA2144'IS FLUSH.
 LA2144'
 LA2144'REFERENCE MARK 4 IS A 3 FOOT PRECAST ALUMINUM STANDARD MARK,
 LA2144'STAMPED---ELVIN 2 1970 NO 4 1980---.  IT IS 59 FT NNW OF NW CORNER
 LA2144'OF HOUSE, 41 FT E OF E EDGE OF PARKING LOT AREA AND 1 FT E OF A
 LA2144'METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES.
 LA2144'
 LA2144'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---ELVIN 2 1970 NO 5
 LA2144'1980---.  IT IS 37 FT NW OF A METAL WITNESS POST, 6 FT E OF THE
 LA2144'E EDGE OF PAVED PARKING LOT AND 1 FT ESE OF POWER LINE POLE NUMBER
 LA2144'MA 46 267 WITH A FLOODLIGHT ATOP.  THE MARK IS FLUSH.
 LA2144'
 LA2144'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---ELVIN 1934
 LA2144'AZIMUTH---.  IT IS LOCATED NEAR THE SW CORNER OF A CEMETERY, 22.5 FT
 LA2144'E OF POWER LINE POLE NUMBER 46 158, 20.5 FT E OF A CONCRETE RIGHT OF
 LA2144'WAY MARKER, 4 FT SW OF AN 18 INCH WILD CHERRY TREE AND 0.5 FT S OF THE
 LA2144'S CEMETERY FENCE LINE.  THE MARK PROJECTS 1 FOOT.
 LA2144'
 LA2144'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS 9
 LA2144'AND 128, GO N ON HIGHWAY 9 FOR 0.2 MILE TO CEMETERY ON RIGHT AND MARK
 LA2144'AS DESCRIBED.
 LA2144'
 LA2144'NOTE.  THE STATION IS ON PROPERTY OF A MR WILLIAM BLAIR.  MR BLAIR
 LA2144'STATED THAT SOMETIME IN THE FUTURE THE AREA WHERE STATION IS LOCATED
 LA2144'COULD BE COMMERCIAL BUILDINGS AS THE COMPLETE AREA IS NOW ZONED FOR
 LA2144'COMMERCIAL BUILDINGS.  MR BLAIR CAN BE CONTACTED AT ANDERSON.  NO
 LA2144'PHONE NUMBER OR ADDRESS AT THIS WRITING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2145 ***********************************************************************
 LA2145  DESIGNATION -  ELVIN 2 RM A
 LA2145  PID         -  LA2145
 LA2145  STATE/COUNTY-  IN/MADISON
 LA2145  COUNTRY     -  US
 LA2145  USGS QUAD   -  ANDERSON NORTH (2019)
 LA2145
 LA2145                         *CURRENT SURVEY CONTROL
 LA2145  ______________________________________________________________________
 LA2145* NAD 83(1997) POSITION- 40 13 13.46662(N) 085 40 00.21996(W)   ADJUSTED
 LA2145* NAVD 88 ORTHO HEIGHT -   270.8   (meters)      888.    (feet) VERTCON3
 LA2145  ______________________________________________________________________
 LA2145  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 LA2145  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 LA2145  HORZ ORDER      -  FIRST
 LA2145
 LA2145.The horizontal coordinates were established by classical geodetic methods
 LA2145.and adjusted by the National Geodetic Survey in May 1999.
 LA2145
 LA2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2145
 LA2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2145.GEOID18 height accuracy estimate available here.
 LA2145
 LA2145.Click photographs - Photos may exist for this station.
 LA2145
 LA2145.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2145
 LA2145. The following values were computed from the NAD 83(1997) position.
 LA2145
 LA2145;                    North         East     Units Scale Factor Converg.
 LA2145;SPC IN E     -   551,990.142    99,994.799   MT  0.99996667   -0 00 00.1
 LA2145;SPC IN E     - 1,810,987.66    328,066.27   sFT  0.99996667   -0 00 00.1
 LA2145;UTM  16      - 4,453,073.136   613,442.685   MT  0.99975842   +0 51 39.7
 LA2145
 LA2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2145!SPC IN E     -   0.99996287  x   0.99996667  =   0.99992955
 LA2145!UTM  16      -   0.99996287  x   0.99975842  =   0.99972130
 LA2145
 LA2145:                Primary Azimuth Mark                     Grid Az
 LA2145:SPC IN E     -  ALEXANDRIA MUNICIPAL TANK                346 47 57.2
 LA2145:UTM  16      -  ALEXANDRIA MUNICIPAL TANK                345 56 17.4
 LA2145
 LA2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344253073(NAD 83)
 LA2145
 LA2145|---------------------------------------------------------------------|
 LA2145| PID    Reference Object                     Distance      Geod. Az  |
 LA2145|                                                           dddmmss.s |
 LA2145| LA2144 ELVIN 2 RESET                        26.441 METERS 16804     |
 LA2145| LA2146 FRANKTON MUNICIPAL TANK             APPROX. 9.6 KM 2693653.5 |
 LA2145| LA2117 ALEXANDRIA MUNICIPAL TANK           APPROX. 6.0 KM 3464757.1 |
 LA2145|---------------------------------------------------------------------|
 LA2145
 LA2145                          SUPERSEDED SURVEY CONTROL
 LA2145
 LA2145  NAD 83(1995)-  40 13 13.46892(N)    085 40 00.23263(W) AD(       ) 1
 LA2145  NAD 83(1986)-  40 13 13.46901(N)    085 40 00.23371(W) AD(       ) 1
 LA2145  NAD 27      -  40 13 13.32236(N)    085 40 00.32400(W) AD(       ) 1
 LA2145  NGVD 29 (07/19/86)  270.9    (m)          889.     (f) VERT ANG       
 LA2145
 LA2145.Superseded values are not recommended for survey control.
 LA2145
 LA2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2145.See file dsdata.pdf to determine how the superseded data were derived.
 LA2145
 LA2145_MARKER: DS = TRIANGULATION STATION DISK
 LA2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2145_STAMPING: ELVIN 2 RM A 1970
 LA2145_MARK LOGO: CGS
 LA2145_PROJECTION: RECESSED 41 CENTIMETERS
 LA2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2145+STABILITY: SURFACE MOTION
 LA2145
 LA2145  HISTORY     - Date     Condition        Report By
 LA2145  HISTORY     - 1970     MONUMENTED       NGS
 LA2145
 LA2145                          STATION DESCRIPTION
 LA2145
 LA2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2145'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF SECTION 31,
 LA2145'T. 21 N., R. 8 E. AND ON PROPERTY OF MR. WILLIAM BLAIR OF
 LA2145'1002 GARNET DRIVE, ANDERSON, INDIANA.  IT IS ABOUT 6 MILES
 LA2145'EAST OF FRANKTON AND 3 MILES SOUTH OF ALEXANDRIA.
 LA2145'
 LA2145'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION
 LA2145'STATION ELVIN 2.
 LA2145'
 LA2145'THE STATION MARK IS A STANDARD DISK STAMPED ELVIN 2 RM A 1970,
 LA2145'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 16
 LA2145'INCHES BELOW THE GROUND SURFACE.  IT IS 131 FEET EAST OF FLOOD
 LA2145'LAMP POLE NUMBER MA 46-268 AND 72.5 FEET NORTH-NORTHEAST OF
 LA2145'A FLOOD LAMP POLE.  NOTES 1A AND 7A
 LA2145'
 LA2145'NOTE--THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO
 LA2145'SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1457 ***********************************************************************
 LA1457  DESIGNATION -  ELWOOD
 LA1457  PID         -  LA1457
 LA1457  STATE/COUNTY-  IN/MADISON
 LA1457  COUNTRY     -  US
 LA1457  USGS QUAD   -  ELWOOD (2019)
 LA1457
 LA1457                         *CURRENT SURVEY CONTROL
 LA1457  ______________________________________________________________________
 LA1457* NAD 83(1997) POSITION- 40 16 33.18209(N) 085 51 22.18399(W)   ADJUSTED
 LA1457* NAVD 88 ORTHO HEIGHT -   264.385 (meters)      867.40  (feet) ADJUSTED
 LA1457  ______________________________________________________________________
 LA1457  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LA1457  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 LA1457  DYNAMIC HEIGHT  -        264.245 (meters)      866.94  (feet) COMP
 LA1457  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 LA1457
 LA1457  HORZ ORDER      -  FIRST
 LA1457  VERT ORDER      -  SECOND    CLASS 0
 LA1457
 LA1457.The horizontal coordinates were established by classical geodetic methods
 LA1457.and adjusted by the National Geodetic Survey in May 1999.
 LA1457
 LA1457.The orthometric height was determined by differential leveling and
 LA1457.adjusted by the NATIONAL GEODETIC SURVEY
 LA1457.in June 1991.
 LA1457
 LA1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1457.GEOID18 height accuracy estimate available here.
 LA1457
 LA1457.Click photographs - Photos may exist for this station.
 LA1457
 LA1457.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1457
 LA1457.The dynamic height is computed by dividing the NAVD 88
 LA1457.geopotential number by the normal gravity value computed on the
 LA1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1457.degrees latitude (g = 980.6199 gals.).
 LA1457
 LA1457.The modeled gravity was interpolated from observed gravity values.
 LA1457
 LA1457. The following values were computed from the NAD 83(1997) position.
 LA1457
 LA1457;                    North         East     Units Scale Factor Converg.
 LA1457;SPC IN E     -   558,167.245    83,884.087   MT  0.99996986   -0 07 21.0
 LA1457;SPC IN E     - 1,831,253.70    275,209.71   sFT  0.99996986   -0 07 21.0
 LA1457;UTM  16      - 4,459,005.928   597,244.654   MT  0.99971641   +0 44 22.2
 LA1457
 LA1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1457!SPC IN E     -   0.99996390  x   0.99996986  =   0.99993376
 LA1457!UTM  16      -   0.99996390  x   0.99971641  =   0.99968032
 LA1457
 LA1457:                Primary Azimuth Mark                     Grid Az
 LA1457:SPC IN E     -  ELWOOD AZ                                192 02 46.0
 LA1457:UTM  16      -  ELWOOD AZ                                191 11 02.8
 LA1457
 LA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9724459005(NAD 83)
 LA1457
 LA1457|---------------------------------------------------------------------|
 LA1457| PID    Reference Object                     Distance      Geod. Az  |
 LA1457|                                                           dddmmss.s |
 LA1457| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX. 1.3 KM 0224912.0 |
 LA1457| LA1458 ELWOOD RM 1                          47.412 METERS 08405     |
 LA1457| LA2152 ELWOOD CITY HALL DOME               APPROX. 1.4 KM 0862136.2 |
 LA1457| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX. 1.0 KM 0883225.6 |
 LA1457| CC8664 ELWOOD RM 2                          54.081 METERS 16806     |
 LA1457| LA1459 ELWOOD AZ                                          1915525.0 |
 LA1457| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX.18.3 KM 2304808.0 |
 LA1457| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX.15.7 KM 2722442.5 |
 LA1457| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX.15.4 KM 2741136.3 |
 LA1457| CC8665 ELWOOD RM 3                          10.102 METERS 32602     |
 LA1457| LA2156 ELWOOD ILL PLINE PUMP STA STK       APPROX. 1.8 KM 3435955.3 |
 LA1457|---------------------------------------------------------------------|
 LA1457
 LA1457                          SUPERSEDED SURVEY CONTROL
 LA1457
 LA1457  NAD 83(1986)-  40 16 33.18528(N)    085 51 22.19820(W) AD(       ) 1
 LA1457  NAD 27      -  40 16 33.04700(N)    085 51 22.27100(W) AD(       ) 1
 LA1457  NGVD 29 (??/??/92)  264.517  (m)          867.84   (f) ADJ UNCH    2 0
 LA1457  NGVD 29             264.52   (m)          867.8    (f) LEVELING    3  
 LA1457
 LA1457.Superseded values are not recommended for survey control.
 LA1457
 LA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1457.See file dsdata.pdf to determine how the superseded data were derived.
 LA1457
 LA1457_MARKER: DS = TRIANGULATION STATION DISK
 LA1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1457_STAMPING: ELWOOD 1934
 LA1457_MARK LOGO: CGS
 LA1457_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1457+STABILITY: SURFACE MOTION
 LA1457
 LA1457  HISTORY     - Date     Condition        Report By
 LA1457  HISTORY     - 1934     MONUMENTED       CGS
 LA1457  HISTORY     - 1946     GOOD             CGS
 LA1457  HISTORY     - 1948     GOOD             CGS
 LA1457  HISTORY     - 1976     GOOD             NGS
 LA1457  HISTORY     - 1981     GOOD             USACE
 LA1457  HISTORY     - 1982     GOOD             NGS
 LA1457  HISTORY     - 19820321 GOOD             NGS
 LA1457
 LA1457                          STATION DESCRIPTION
 LA1457
 LA1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1457'IN WESTERN PART OF ELWOOD ON PROPERTY OF VAN CAMP PACKING CO., AT THE
 LA1457'SOUTHEAST CORNER OF SOUTH A STREET AND FOURTH STREET, 0.8 MILE WEST
 LA1457'ALONG A STREET FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 28, (THE
 LA1457'MAIN STREET INTERSECTION OF TOWN), 40 FEET SOUTH OF CENTER LINE OF
 LA1457'SOUTH A STREET, 114-1/2 FEET EAST OF CENTER LINE OF FOURTH STREET, AND
 LA1457'119 FEET NORTHWEST OF NORTH-WEST CORNER OF LOADING PLATFORM OF VAN
 LA1457'CAMP PACKING CO.  PLANT AND PROJECTS 5 INCHES.
 LA1457'
 LA1457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1457'DISKS SET IN CONCRETE.
 LA1457'
 LA1457'REFERENCE MARK NO. 1 IS EAST OF STATION, AT SOUTH EDGE OF SIDEWALK, ON
 LA1457'SOUTH SIDE OF SOUTH A STREET, 24 FEET SOUTH OF CENTER LINE OF A
 LA1457'STREET, 75 FEET WEST OF THE PROLOGATION OF CENTER LINE OF FIFTH
 LA1457'STREET, AND FLUSH WITH SIDEWALK.
 LA1457'
 LA1457'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 2 FEET NORTH OF
 LA1457'NORTHWEST CORNER OF WEST WING OF CONCRETE BUILDING OF VAN CAMP PACKING
 LA1457'CO., 150 FEET EAST OF CENTER LINE OF FOURTH STREET, 215 FEET SOUTH OF
 LA1457'CENTER LINE OF SOUTH A STREET, AND PROJECTS 6 INCHES.
 LA1457'
 LA1457'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 55 FEET WEST OF CENTER
 LA1457'LINE OF FOURTH STREET, 15 FEET SOUTH OF CENTER LINE OF D STREET, 18
 LA1457'FEET WEST OF POWER LINE POLE NO. IGS 27, 12 FEET EAST OF WALK LEADING
 LA1457'TO BETHEL SMITHS HOUSE ON SOUTH SIDE OF D STREET, AND PROJECTS 8
 LA1457'INCHES.
 LA1457'
 LA1457'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1457
 LA1457                          STATION RECOVERY (1946)
 LA1457
 LA1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LA1457'AT ELWOOD.
 LA1457'AT ELWOOD, ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1457'INTERSECTION WITH STATE HIGHWAY 13, THENCE 1 BLOCK SOUTH ALONG
 LA1457'4TH STREET, AT THE JUNCTION OF A STREET, 89 FEET NORTHWEST OF
 LA1457'THE NORTHWEST CORNER OF THE LOADING PLATFORM OF THE STOKELY
 LA1457'FOOD, INC. PLANT NO. 31, 51 FEET SOUTHEAST OF A TELEPHONE POLE,
 LA1457'114 FEET EAST OF THE PROLONGED CENTER LINE OF 4TH STREET, 40
 LA1457'FEET SOUTH OF THE CENTER LINE OF A STREET, ABOUT 1 FOOT ABOVE
 LA1457'THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1457'INCHES.
 LA1457
 LA1457                          STATION RECOVERY (1948)
 LA1457
 LA1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA1457'STATION RECOVERED.  IT IS 89.3 FEET NW OF THE NW CORNER OF THE LOADING
 LA1457'PLATFORM.  R.M. 2 WAS NOT FOUND, THE BUILDING HAS BEEN EXTENDED AND
 LA1457'THE LOADING PLATFORM ENLARGED.  THE PLATFORM WAS COVERED WITH TOMATOES
 LA1457'AND A GOOD SEARCH COULD NOT BE MADE FOR THE REFERENCE MARK.
 LA1457
 LA1457                          STATION RECOVERY (1976)
 LA1457
 LA1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LA1457'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND AS
 LA1457'DESCRIBED.  AFTER A LONG SEARCH AND QUESTIONING LOCAL RESIDENTS
 LA1457'REFERENCE MARK 2 WAS FOUND INSIDE OF THE PACKING PLANT WITH THE
 LA1457'BUILDING ADDITION AND FLOOR BUILT AROUND THE MARK, HOWEVER THE MARK IS
 LA1457'NOT VISIBLE TO THE STATION AND REFERENCE MARK 3 WAS ESTABLISHED.  THE
 LA1457'PACKING PLANT IS ON LINE TO THE AZIMUTH MARK WHICH WILL BE DESTROYED
 LA1457'BY SEWER AND WATER SERVICE LINE.  AS THE AZIMUTH CARRIES AN ELEVATION
 LA1457'A BENCH MARK WAS SET AND THE ELEVATION TRANSFERED.  AT THIS TIME THERE
 LA1457'WAS NO OBJECT VISIBLE TO RELOCATE ANOTHER AZIMUTH MARK.
 LA1457'
 LA1457'THE ORIGINAL DESCRIPTION AND TO REACH IS ADEQUATE.
 LA1457'
 LA1457'REFERENCE MARK 3 IS 13 FEET EAST OF A POWER POLE, 17 FEET SOUTH OF THE
 LA1457'CENTERLINE OF A STREET AND 5 FEET NORTH OF THE NORTH EDGE OF THE
 LA1457'SIDEWALK.  THE MARK IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 LA1457'DRILL HOLE IN THE SOUTH CURBING OF A STREET.  THE DISK IS STAMPED
 LA1457'ELWOOD 1934 NO 3 1976.
 LA1457'
 LA1457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE OF
 LA1457'ELWOOD.
 LA1457
 LA1457                          STATION RECOVERY (1981)
 LA1457
 LA1457'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1981 (MKF)
 LA1457'ELWOOD 1934 RECOVERED GOOD.  RECOVERED USING 1934 DESCRIPTION.
 LA1457'WITNESS POST NOT SET MOWED AREA.  AZIMUTH MARK BLOCKED BY BLDG.
 LA1457'AZIMUTH MK REC., LEANING AND LOOSE IN GROUND.
 LA1457
 LA1457                          STATION RECOVERY (1982)
 LA1457
 LA1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LA1457'THE PLANT IS NOW OWNED BY THE LAFAYETTE MFG COMPANY INSTEAD OF THE
 LA1457'STROKELY FOOD INC PLANT NO 31 AS DESCRIBED IN 1934.
 LA1457
 LA1457                          STATION RECOVERY (1982)
 LA1457
 LA1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LA1457'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 LA1457'RECOVERED IN GOOD CONDITION.  THE DISTANT AND DIRECTION BETWEEN THE
 LA1457'REFERENCE MARKS CHECKED THE OLD DATA.  THE AZIMUTH MARK IS NO LONGER
 LA1457'VISIBLE TO THE STATION SO A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 LA1457'TIME.  THE OLD AZIMUTH MARK WAS LEFT INTACT IN CASE THE BUILDING WAS
 LA1457'EVER REMOVED IT WOULD STILL BE GOOD.  THE DESCRIPTION TO THE STATION
 LA1457'IS GOOD EXCEPT FOR THE PROPERTY IS NOW OWNED BY THE LAFAYETTE MFG
 LA1457'COMPANY OF 501 SOUTH A STREET, ELWOOD, IND.
 LA1457'
 LA1457'THE STATION IS A STANDARD, CGS, DISK STAMPED---ELWOOD 1934---, SET
 LA1457'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN
 LA1457'DIAMETER, PROJECTING, 0.2 INCHES, ABOVE THE GROUND.  THE STATION IS
 LA1457'LOCATED 12.192 METERS (40.000 FT) SOUTH FROM THE APPROXIMATE CENTER OF
 LA1457'SOUTH A STREET, 34.747 METERS (113.999 FT) EAST FROM THE APPROXIMATE
 LA1457'EXTENDED CENTER OF FOURTH STREET, 35.052 METERS (115.000 FT) NORTH
 LA1457'FROM OF THE NORTH SIDE OF BUILDING OF THE LAFAYETTE MFG CO AND 4.877
 LA1457'METERS (16.001 FT) SOUTH OF THE SIDEWALK IN WHAT IS NOW A PARKING LOT.
 LA1457'
 LA1457'REFERENCE MARK NO 1, IS A STANDARD, CGS, DISK STAMPED,
 LA1457'---ELWOOD NO 1 1934---, SET INTO THE TOP OF A SQUARE CONCRETE
 LA1457'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 LA1457'STATION IS LOCATED 7.315 METERS (23.999 FT) SOUTH FROM THE APPROXIMATE
 LA1457'CENTER OF SOUTH A STREET, 22.860 METERS (75.000 FT) WEST FROM THE
 LA1457'APPROXIMATE EXTENDED CENTER OF FIFTH STREET AND 0.305 METERS
 LA1457'(1.001 FT) SOUTH FROM THE SIDE WALK, AND LEVEL WITH THE STATION.
 LA1457'
 LA1457'REFERNCE MARK NO 3, IS A STANDARD, NGS, DISK STAMPED,
 LA1457'---ELWOOD 1934 NO 3 1976---, CEMENTED IN DRILL HOLE IN THE SOUTH
 LA1457'CURBING OF SOUTH A STREET.  THE STATION IS LOCATED 3.962 METERS
 LA1457'(12.999 FT) EAST OF A UTILITY POLE, 5.182 METERS (17.001 FT) SOUTH OF
 LA1457'APPROXIMATE CENTER OF SOUTH A STREET AND 1.524 METERS (5.000 FT) NORTH
 LA1457'OF THE EDGE OF SIDE WALK, AND LEVEL WITH THE GROUND.
 LA1457'
 LA1457'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,
 LA1457'---ELWOOD 1934 NO 2 1982---, SET INTO THE TOP OF A ROUND CONCRETE
 LA1457'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND. THE
 LA1457'STATION IS LCOATED 8.230 METERS (27.001 FT) EAST FROM THE APPROXIMATE
 LA1457'CENTER OF COUNTY LINE RD, 4.877 METERS (16.001 FT) NORTH FROM THE
 LA1457'APPROXIMATE CENTER OF SOUTH A ST., 5.791 METERS (18.999 FT) SOUTH FROM
 LA1457'A UTILITY POLE ANS 1.067 METERS (3.501 FT) SOUTH FROM THE SOUTH EDGE
 LA1457'OF A SIDEWALK, 0.427 METERS (1.401 FT) NORTH FROM A METAL WITNESS
 LA1457'POST.
 LA1457'
 LA1457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON SOUTH A ST FOR
 LA1457'0.25 MILE (0.40 KM) TO THE JUNCTION OF COUNTY LINE RD AND THE MARK ON
 LA1457'RIGHT AS DESCRIBED.  PERMISSION WAS GRANTED BY MR WEBB MORRIS, MAYOR
 LA1457'OF ELWOOD, TO PUT AZIMUTH MARK ON CITY PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1459 ***********************************************************************
 LA1459  DESIGNATION -  ELWOOD AZ
 LA1459  PID         -  LA1459
 LA1459  STATE/COUNTY-  IN/MADISON
 LA1459  COUNTRY     -  US
 LA1459  USGS QUAD   -  ELWOOD (2019)
 LA1459
 LA1459                         *CURRENT SURVEY CONTROL
 LA1459  ______________________________________________________________________
 LA1459* NAD 83(1986) POSITION- 40 16 25.     (N) 085 51 24.     (W)   SCALED
 LA1459* NAVD 88 ORTHO HEIGHT -   262.943 (meters)      862.67  (feet) ADJUSTED
 LA1459  ______________________________________________________________________
 LA1459  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LA1459  DYNAMIC HEIGHT  -        262.804 (meters)      862.22  (feet) COMP
 LA1459  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 LA1459
 LA1459  VERT ORDER      -  SECOND    CLASS 0
 LA1459
 LA1459.The horizontal coordinates were scaled from a map and have
 LA1459.an estimated accuracy of +/- 6 seconds.
 LA1459
 LA1459.The orthometric height was determined by differential leveling and
 LA1459.adjusted by the NATIONAL GEODETIC SURVEY
 LA1459.in June 1991.
 LA1459
 LA1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1459.GEOID18 height accuracy estimate available here.
 LA1459
 LA1459.Click photographs - Photos may exist for this station.
 LA1459
 LA1459.The dynamic height is computed by dividing the NAVD 88
 LA1459.geopotential number by the normal gravity value computed on the
 LA1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1459.degrees latitude (g = 980.6199 gals.).
 LA1459
 LA1459.The modeled gravity was interpolated from observed gravity values.
 LA1459
 LA1459;                    North         East    Units  Estimated Accuracy
 LA1459;SPC IN E     -   557,920.       83,840.      MT  (+/- 180 meters Scaled)
 LA1459
 LA1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK972587(NAD 83)
 LA1459
 LA1459                          SUPERSEDED SURVEY CONTROL
 LA1459
 LA1459  NGVD 29 (??/??/92)  263.075  (m)          863.11   (f) ADJ UNCH    2 0
 LA1459
 LA1459.Superseded values are not recommended for survey control.
 LA1459
 LA1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1459.See file dsdata.pdf to determine how the superseded data were derived.
 LA1459
 LA1459_MARKER: DZ = AZIMUTH MARK DISK
 LA1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1459_STAMPING: ELWOOD 1934
 LA1459_MARK LOGO: CGS
 LA1459_PROJECTION: PROJECTING 20 CENTIMETERS
 LA1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1459+STABILITY: SURFACE MOTION
 LA1459
 LA1459  HISTORY     - Date     Condition        Report By
 LA1459  HISTORY     - 1934     MONUMENTED       CGS
 LA1459  HISTORY     - 1946     GOOD             CGS
 LA1459  HISTORY     - 1982     GOOD             NGS
 LA1459
 LA1459                          STATION DESCRIPTION
 LA1459
 LA1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1459'AT ELWOOD.
 LA1459'AT ELWOOD, ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1459'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 0.25
 LA1459'MILE SOUTH ALONG 3RD STREET TO ITS JUNCTION WITH D STREET, ABOUT
 LA1459'95 YARDS EAST OF THE CENTER LINE OF 3RD STREET, SET ON THE LAWN
 LA1459'OF THE HOUSE AT 327 D STREET, 64.3 FEET NORTHEAST OF THE
 LA1459'NORTHWEST CORNER OF THE HOUSE, 47.4 FEET NORTHWEST OF A 32 INCH
 LA1459'ASH TREE, 51 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA1459'HOUSE, 38.2 FEET NORTHEAST OF A 32 INCH ASH TREE, ABOUT LEVEL
 LA1459'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1459'3 INCHES.  NOTE-- D STREET IS THE FIRST STREET SOUTH OF THE NEW
 LA1459'YORK, CHICAGO AND ST. LOUIS RAILROAD.
 LA1459
 LA1459                          STATION RECOVERY (1982)
 LA1459
 LA1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LA1459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1978 ***********************************************************************
 LA1978  DESIGNATION -  ELWOOD AZ MK RESET
 LA1978  PID         -  LA1978
 LA1978  STATE/COUNTY-  IN/MADISON
 LA1978  COUNTRY     -  US
 LA1978  USGS QUAD   -  ELWOOD (2019)
 LA1978
 LA1978                         *CURRENT SURVEY CONTROL
 LA1978  ______________________________________________________________________
 LA1978* NAD 83(1986) POSITION- 40 16 25.     (N) 085 51 24.     (W)   SCALED
 LA1978* NAVD 88 ORTHO HEIGHT -   264.30  (+/-2cm)      867.1   (feet) VERTCON3
 LA1978  ______________________________________________________________________
 LA1978  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LA1978  VERT ORDER      -  THIRD (See Below)
 LA1978
 LA1978.The horizontal coordinates were scaled from a map and have
 LA1978.an estimated accuracy of +/- 6 seconds.
 LA1978
 LA1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1978
 LA1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1978.GEOID18 height accuracy estimate available here.
 LA1978
 LA1978.The vertical order pertains to the NGVD 29 superseded value.
 LA1978
 LA1978.Click photographs - Photos may exist for this station.
 LA1978
 LA1978;                    North         East    Units  Estimated Accuracy
 LA1978;SPC IN E     -   557,920.       83,840.      MT  (+/- 180 meters Scaled)
 LA1978
 LA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK972587(NAD 83)
 LA1978
 LA1978                          SUPERSEDED SURVEY CONTROL
 LA1978
 LA1978  NGVD 29 (08/22/16)  264.43   (m)          867.6    (f) RESET       3  
 LA1978
 LA1978.Superseded values are not recommended for survey control.
 LA1978
 LA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1978.See file dsdata.pdf to determine how the superseded data were derived.
 LA1978
 LA1978_MARKER: DZ = AZIMUTH MARK DISK
 LA1978_SETTING: 0 = UNSPECIFIED SETTING
 LA1978_STAMPING: ELWOOD AZI RESET 1976
 LA1978_MARK LOGO: NGS
 LA1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1978
 LA1978  HISTORY     - Date     Condition        Report By
 LA1978  HISTORY     - 1976     MONUMENTED       NGS
 LA1978
 LA1978                          STATION DESCRIPTION
 LA1978
 LA1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LA1978'IN ELWOOD.
 LA1978'IN ELWOD, ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1978'JUNCTION WITH STATE HIGHWAY 13 IN ELWOOD, THENCE ABOUT 0.2 MILE
 LA1978'SOUTH ALONG 3RD STREET TO ITS JUNCTION WITH A RAILROAD CROSSING, 26
 LA1978'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 13 FEET EAST OF THE
 LA1978'CENTERLINE OF 3RD STREET, 1 FOOT EAST OF A RAILROAD CROSSING SIGN,
 LA1978'AND ABOUT LEVEL WITH 3RD STREET, IN TO OF AN 3 FOOT ALUMINUM CAST
 LA1978'MONUMENT.
 LA1978'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LA1978'THE MARK IS 1 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2152 ***********************************************************************
 LA2152  DESIGNATION -  ELWOOD CITY HALL DOME
 LA2152  PID         -  LA2152
 LA2152  STATE/COUNTY-  IN/MADISON
 LA2152  COUNTRY     -  US
 LA2152  USGS QUAD   -  ELWOOD (2019)
 LA2152
 LA2152                         *CURRENT SURVEY CONTROL
 LA2152  ______________________________________________________________________
 LA2152* NAD 83(1997) POSITION- 40 16 36.04038(N) 085 50 23.43623(W)   ADJUSTED
 LA2152  ______________________________________________________________________
 LA2152  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LA2152  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 LA2152  HORZ ORDER      -  THIRD
 LA2152
 LA2152.The horizontal coordinates were established by classical geodetic methods
 LA2152.and adjusted by the National Geodetic Survey in May 1999.
 LA2152
 LA2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2152.GEOID18 height accuracy estimate available here.
 LA2152
 LA2152.Click photographs - Photos may exist for this station.
 LA2152
 LA2152.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2152
 LA2152. The following values were computed from the NAD 83(1997) position.
 LA2152
 LA2152;                    North         East     Units Scale Factor Converg.
 LA2152;SPC IN E     -   558,252.565    85,272.116   MT  0.99996934   -0 06 43.0
 LA2152;SPC IN E     - 1,831,533.62    279,763.60   sFT  0.99996934   -0 06 43.0
 LA2152;UTM  16      - 4,459,112.094   598,630.894   MT  0.99971975   +0 45 00.3
 LA2152
 LA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9863059112(NAD 83)
 LA2152
 LA2152                          SUPERSEDED SURVEY CONTROL
 LA2152
 LA2152  NAD 83(1986)-  40 16 36.04355(N)    085 50 23.45037(W) AD(       ) 3
 LA2152  NAD 27      -  40 16 35.90700(N)    085 50 23.52500(W) AD(       ) 3
 LA2152
 LA2152.Superseded values are not recommended for survey control.
 LA2152
 LA2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2152.See file dsdata.pdf to determine how the superseded data were derived.
 LA2152
 LA2152_MARKER: 87 = DOME
 LA2152
 LA2152  HISTORY     - Date     Condition        Report By
 LA2152  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2152
 LA2152                          STATION DESCRIPTION
 LA2152
 LA2152'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2155 ***********************************************************************
 LA2155  DESIGNATION -  ELWOOD MC BETH EVANS GLASS TK
 LA2155  PID         -  LA2155
 LA2155  STATE/COUNTY-  IN/MADISON
 LA2155  COUNTRY     -  US
 LA2155  USGS QUAD   -  ELWOOD (2019)
 LA2155
 LA2155                         *CURRENT SURVEY CONTROL
 LA2155  ______________________________________________________________________
 LA2155* NAD 83(1997) POSITION- 40 17 11.14909(N) 085 51 01.32294(W)   ADJUSTED
 LA2155  ______________________________________________________________________
 LA2155  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LA2155  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 LA2155  HORZ ORDER      -  THIRD
 LA2155
 LA2155.The horizontal coordinates were established by classical geodetic methods
 LA2155.and adjusted by the National Geodetic Survey in May 1999.
 LA2155
 LA2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2155.GEOID18 height accuracy estimate available here.
 LA2155
 LA2155.Click photographs - Photos may exist for this station.
 LA2155
 LA2155.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2155
 LA2155. The following values were computed from the NAD 83(1997) position.
 LA2155
 LA2155;                    North         East     Units Scale Factor Converg.
 LA2155;SPC IN E     -   559,337.241    84,379.336   MT  0.99996967   -0 07 07.6
 LA2155;SPC IN E     - 1,835,092.26    276,834.54   sFT  0.99996967   -0 07 07.6
 LA2155;UTM  16      - 4,460,182.945   597,722.122   MT  0.99971755   +0 44 36.3
 LA2155
 LA2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9772260182(NAD 83)
 LA2155
 LA2155                          SUPERSEDED SURVEY CONTROL
 LA2155
 LA2155  NAD 83(1986)-  40 17 11.15233(N)    085 51 01.33714(W) AD(       ) 3
 LA2155  NAD 27      -  40 17 11.01500(N)    085 51 01.41100(W) AD(       ) 3
 LA2155
 LA2155.Superseded values are not recommended for survey control.
 LA2155
 LA2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2155.See file dsdata.pdf to determine how the superseded data were derived.
 LA2155
 LA2155_MARKER: 51 = TANK
 LA2155
 LA2155  HISTORY     - Date     Condition        Report By
 LA2155  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2155  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LA2155
 LA2155                          STATION DESCRIPTION
 LA2155
 LA2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2155'STATION RECOVERED.  THE TANK IS 150 FEET NW OF THE INTERSECTION OF
 LA2155'NINTH AND J STREETS IN
 LA2155'ELWOOD.  ONLY THE LEGS AND THE BOTTOM OF THE TANK REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2160 ***********************************************************************
 LA2160  DESIGNATION -  ELWOOD MUNICIPAL TANK
 LA2160  PID         -  LA2160
 LA2160  STATE/COUNTY-  IN/MADISON
 LA2160  COUNTRY     -  US
 LA2160  USGS QUAD   -  ELWOOD (2019)
 LA2160
 LA2160                         *CURRENT SURVEY CONTROL
 LA2160  ______________________________________________________________________
 LA2160* NAD 83(1997) POSITION- 40 16 54.89549(N) 085 50 33.74543(W)   ADJUSTED
 LA2160  ______________________________________________________________________
 LA2160  GEOID HEIGHT    -        -34.261 (meters)                     GEOID18
 LA2160  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 LA2160  HORZ ORDER      -  THIRD
 LA2160
 LA2160.The horizontal coordinates were established by classical geodetic methods
 LA2160.and adjusted by the National Geodetic Survey in May 1999.
 LA2160
 LA2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2160.GEOID18 height accuracy estimate available here.
 LA2160
 LA2160.Click photographs - Photos may exist for this station.
 LA2160
 LA2160.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2160
 LA2160. The following values were computed from the NAD 83(1997) position.
 LA2160
 LA2160;                    North         East     Units Scale Factor Converg.
 LA2160;SPC IN E     -   558,834.601    85,029.730   MT  0.99996942   -0 06 49.7
 LA2160;SPC IN E     - 1,833,443.19    278,968.37   sFT  0.99996942   -0 06 49.7
 LA2160;UTM  16      - 4,459,690.273   598,379.841   MT  0.99971914   +0 44 53.9
 LA2160
 LA2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9837959690(NAD 83)
 LA2160
 LA2160                          SUPERSEDED SURVEY CONTROL
 LA2160
 LA2160  NAD 83(1986)-  40 16 54.89842(N)    085 50 33.75944(W) AD(       ) 3
 LA2160  NAD 27      -  40 16 54.76196(N)    085 50 33.83331(W) AD(       ) 3
 LA2160
 LA2160.Superseded values are not recommended for survey control.
 LA2160
 LA2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2160.See file dsdata.pdf to determine how the superseded data were derived.
 LA2160
 LA2160_MARKER: 53 = ELEVATED TANK
 LA2160
 LA2160  HISTORY     - Date     Condition        Report By
 LA2160  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2160
 LA2160                          STATION DESCRIPTION
 LA2160
 LA2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2160'THE STATION IS LOCATED IN THE NORTH-CENTRAL SECTION OF
 LA2160'ELWOOD, ADJACENT TO THE LITTLE LEAGUE BASEBALL PARK, IN A FENCED
 LA2160'ENCLOSURE ABOUT 250 FEET WEST OF ANDERSON STREET.
 LA2160'
 LA2160'TO REACH FROM THE JUNCTION OF INDIANA HIGHWAYS 13 AND 28 IN
 LA2160'DOWNTOWN ELWOOD, GO NORTH ON HIGHWAY 13 (ANDERSON STREET) FOR 0.3
 LA2160'MILE TO NORTH E STREET ON THE RIGHT.  CONTINUE NORTH ON
 LA2160'ANDERSON STREET FOR 0.05 MILE TO AN UNMARKED PAVED STREET ON
 LA2160'THE LEFT.  TURN LEFT AND GO WEST FOR 0.05 MILE TO THE WATER TANK.
 LA2160'
 LA2160'THE STATION IS THE TOP CENTER OF A DOUBLE ELLIPSOIDAL TANK,
 LA2160'PAINTED SILVER, WITH 8 TUBULAR STEEL LEGS, ABOUT 100 FEET
 LA2160'HIGH WITH THE LETTERS ELWOOD HEART OF HOOSIER LAND ON ITS
 LA2160'SOUTH AND EAST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2161 ***********************************************************************
 LA2161  DESIGNATION -  ELWOOD PIPELINE MICROWAVE MST
 LA2161  PID         -  LA2161
 LA2161  STATE/COUNTY-  IN/TIPTON
 LA2161  COUNTRY     -  US
 LA2161  USGS QUAD   -  ELWOOD (2019)
 LA2161
 LA2161                         *CURRENT SURVEY CONTROL
 LA2161  ______________________________________________________________________
 LA2161* NAD 83(1997) POSITION- 40 17 31.28247(N) 085 51 49.28184(W)   ADJUSTED
 LA2161  ______________________________________________________________________
 LA2161  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 LA2161  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 LA2161  HORZ ORDER      -  THIRD
 LA2161
 LA2161.The horizontal coordinates were established by classical geodetic methods
 LA2161.and adjusted by the National Geodetic Survey in May 1999.
 LA2161
 LA2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2161.GEOID18 height accuracy estimate available here.
 LA2161
 LA2161.Click photographs - Photos may exist for this station.
 LA2161
 LA2161.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2161
 LA2161. The following values were computed from the NAD 83(1997) position.
 LA2161
 LA2161;                    North         East     Units Scale Factor Converg.
 LA2161;SPC IN E     -   559,960.658    83,247.911   MT  0.99997012   -0 07 38.7
 LA2161;SPC IN E     - 1,837,137.59    273,122.52   sFT  0.99997012   -0 07 38.7
 LA2161;UTM  16      - 4,460,789.112   596,581.734   MT  0.99971482   +0 44 05.6
 LA2161
 LA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9658160789(NAD 83)
 LA2161
 LA2161                          SUPERSEDED SURVEY CONTROL
 LA2161
 LA2161  NAD 83(1986)-  40 17 31.28514(N)    085 51 49.29558(W) AD(       ) 3
 LA2161  NAD 27      -  40 17 31.15112(N)    085 51 49.36787(W) AD(       ) 3
 LA2161
 LA2161.Superseded values are not recommended for survey control.
 LA2161
 LA2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2161.See file dsdata.pdf to determine how the superseded data were derived.
 LA2161
 LA2161_MARKER: 44 = MICROWAVE MAST
 LA2161
 LA2161  HISTORY     - Date     Condition        Report By
 LA2161  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2161
 LA2161                          STATION DESCRIPTION
 LA2161
 LA2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2161'THE MARATHON PIPELINE COMPANY MICROWAVE MAST IS LOCATED 2
 LA2161'MILES NORTHWEST OF DOWNTOWN ELWOOD, 0.2 MILE WEST OF THE
 LA2161'MADISON-TIPTON TOWNSHIP LINE, AT THE SITE OF THE COMPANYS
 LA2161'PUMPING SUBSTATION.
 LA2161'
 LA2161'TO REACH FROM THE JUNCTION OF INDIANA HIGHWAYS 13 AND 28 IN
 LA2161'DOWNTOWN ELWOOD, GO NORTH ON HIGHWAY 13 (ANDERSON STREET) FOR
 LA2161'1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON 1300 N FOR
 LA2161'1.1 MILES TO A CROSSROAD AND A RAILROAD CROSSING AT THE
 LA2161'TOWNSHIP LINE.  CONTINUE WEST ON A GRAVEL ROAD FOR 0.2 MILE TO
 LA2161'A METAL GATE ON THE RIGHT, AND THE STATION.
 LA2161'
 LA2161'THE STATION IS THE TOP CENTER OF A LIGHTED, 225 FOOT HIGH,
 LA2161'3-LEGGED, SINGLE COLUMN, GUYED MAST, PAINTED ALTERNATE ORANGE
 LA2161'AND WHITE.  IT IS 71 PACES NORTH OF THE CENTER OF THE GRAVEL
 LA2161'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1458 ***********************************************************************
 LA1458  DESIGNATION -  ELWOOD RM 1
 LA1458  PID         -  LA1458
 LA1458  STATE/COUNTY-  IN/MADISON
 LA1458  COUNTRY     -  US
 LA1458  USGS QUAD   -  ELWOOD (2019)
 LA1458
 LA1458                         *CURRENT SURVEY CONTROL
 LA1458  ______________________________________________________________________
 LA1458* NAD 83(1986) POSITION- 40 16 33.34   (N) 085 51 20.19   (W)   HD_HELD1
 LA1458* NAVD 88 ORTHO HEIGHT -   264.046 (meters)      866.29  (feet) ADJUSTED
 LA1458  ______________________________________________________________________
 LA1458  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LA1458  DYNAMIC HEIGHT  -        263.906 (meters)      865.83  (feet) COMP
 LA1458  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 LA1458
 LA1458  VERT ORDER      -  SECOND    CLASS 0
 LA1458
 LA1458.The horizontal coordinates were determined by differentially corrected
 LA1458.hand held GPS observations or other comparable positioning techniques
 LA1458.and have an estimated accuracy of +/- 3 meters.
 LA1458
 LA1458.The orthometric height was determined by differential leveling and
 LA1458.adjusted by the NATIONAL GEODETIC SURVEY
 LA1458.in June 1991.
 LA1458
 LA1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1458.GEOID18 height accuracy estimate available here.
 LA1458
 LA1458.Click photographs - Photos may exist for this station.
 LA1458
 LA1458.The dynamic height is computed by dividing the NAVD 88
 LA1458.geopotential number by the normal gravity value computed on the
 LA1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1458.degrees latitude (g = 980.6199 gals.).
 LA1458
 LA1458.The modeled gravity was interpolated from observed gravity values.
 LA1458
 LA1458;                    North         East    Units  Estimated Accuracy
 LA1458;SPC IN E     -   558,172.0      83,931.2     MT  (+/- 3 meters HH1 GPS) 
 LA1458
 LA1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9729159011(NAD 83)
 LA1458
 LA1458                          SUPERSEDED SURVEY CONTROL
 LA1458
 LA1458  NGVD 29 (??/??/92)  264.178  (m)          866.72   (f) ADJ UNCH    2 0
 LA1458
 LA1458.Superseded values are not recommended for survey control.
 LA1458
 LA1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1458.See file dsdata.pdf to determine how the superseded data were derived.
 LA1458
 LA1458_MARKER: DR = REFERENCE MARK DISK
 LA1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1458_STAMPING: ELWOOD NO 1 1934
 LA1458_MARK LOGO: CGS
 LA1458_PROJECTION: FLUSH
 LA1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1458+STABILITY: SURFACE MOTION
 LA1458
 LA1458  HISTORY     - Date     Condition        Report By
 LA1458  HISTORY     - 1934     MONUMENTED       CGS
 LA1458  HISTORY     - 1946     GOOD             CGS
 LA1458
 LA1458                          STATION DESCRIPTION
 LA1458
 LA1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1458'AT ELWOOD.
 LA1458'AT ELWOOD, ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 28 FROM THE
 LA1458'INTERSECTION OF STATE HIGHWAY 13 AT ELWOOD, THENCE ONE BLOCK
 LA1458'SOUTH ALONG 5TH STREET, 133 FEET NORTHEAST OF THE NORTHEAST
 LA1458'CORNER OF THE LOADING PLATFORM OF THE STOKLEY FOODS, INC. PLANT
 LA1458'NO. 31, 154 FEET EAST OF STATION ELWOOD, 79 FEET WEST OF THE
 LA1458'PROLONGED CENTER LINE OF 5TH STREET, 24 FEET SOUTH OF THE CENTER
 LA1458'LINE OF A STREET, 6 INCHES SOUTH OF THE SOUTH EDGE OF THE SIDE
 LA1458'WALK, LEVEL WITH THE SIDE WALK, AND SET IN THE TOP OF A CONCRETE
 LA1458'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2154 ***********************************************************************
 LA2154  DESIGNATION -  ELWOOD SELLERS KITCHEN CAB TK
 LA2154  PID         -  LA2154
 LA2154  STATE/COUNTY-  IN/MADISON
 LA2154  COUNTRY     -  US
 LA2154  USGS QUAD   -  ELWOOD (2019)
 LA2154
 LA2154                         *CURRENT SURVEY CONTROL
 LA2154  ______________________________________________________________________
 LA2154* NAD 83(1997) POSITION- 40 16 44.66926(N) 085 50 41.11796(W)   ADJUSTED
 LA2154  ______________________________________________________________________
 LA2154  GEOID HEIGHT    -        -34.261 (meters)                     GEOID18
 LA2154  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 LA2154  HORZ ORDER      -  THIRD
 LA2154
 LA2154.The horizontal coordinates were established by classical geodetic methods
 LA2154.and adjusted by the National Geodetic Survey in May 1999.
 LA2154
 LA2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2154.GEOID18 height accuracy estimate available here.
 LA2154
 LA2154.Click photographs - Photos may exist for this station.
 LA2154
 LA2154.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2154
 LA2154. The following values were computed from the NAD 83(1997) position.
 LA2154
 LA2154;                    North         East     Units Scale Factor Converg.
 LA2154;SPC IN E     -   558,519.537    84,854.943   MT  0.99996949   -0 06 54.5
 LA2154;SPC IN E     - 1,832,409.51    278,394.93   sFT  0.99996949   -0 06 54.5
 LA2154;UTM  16      - 4,459,372.694   598,209.857   MT  0.99971873   +0 44 49.0
 LA2154
 LA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9820959372(NAD 83)
 LA2154
 LA2154                          SUPERSEDED SURVEY CONTROL
 LA2154
 LA2154  NAD 83(1986)-  40 16 44.67246(N)    085 50 41.13212(W) AD(       ) 3
 LA2154  NAD 27      -  40 16 44.53300(N)    085 50 41.20500(W) AD(       ) 3
 LA2154
 LA2154.Superseded values are not recommended for survey control.
 LA2154
 LA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2154.See file dsdata.pdf to determine how the superseded data were derived.
 LA2154
 LA2154_MARKER: 51 = TANK
 LA2154
 LA2154  HISTORY     - Date     Condition        Report By
 LA2154  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2154
 LA2154                          STATION DESCRIPTION
 LA2154
 LA2154'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2153 ***********************************************************************
 LA2153  DESIGNATION -  ELWOOD ST JOSEPH CATH CH SPIRE
 LA2153  PID         -  LA2153
 LA2153  STATE/COUNTY-  IN/MADISON
 LA2153  COUNTRY     -  US
 LA2153  USGS QUAD   -  ELWOOD (2019)
 LA2153
 LA2153                         *CURRENT SURVEY CONTROL
 LA2153  ______________________________________________________________________
 LA2153* NAD 83(1997) POSITION- 40 16 34.02293(N) 085 50 38.98328(W)   ADJUSTED
 LA2153  ______________________________________________________________________
 LA2153  GEOID HEIGHT    -        -34.260 (meters)                     GEOID18
 LA2153  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 LA2153  HORZ ORDER      -  THIRD
 LA2153
 LA2153.The horizontal coordinates were established by classical geodetic methods
 LA2153.and adjusted by the National Geodetic Survey in May 1999.
 LA2153
 LA2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2153.GEOID18 height accuracy estimate available here.
 LA2153
 LA2153.Click photographs - Photos may exist for this station.
 LA2153
 LA2153.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2153
 LA2153. The following values were computed from the NAD 83(1997) position.
 LA2153
 LA2153;                    North         East     Units Scale Factor Converg.
 LA2153;SPC IN E     -   558,191.066    84,904.713   MT  0.99996947   -0 06 53.1
 LA2153;SPC IN E     - 1,831,331.86    278,558.21   sFT  0.99996947   -0 06 53.1
 LA2153;UTM  16      - 4,459,045.092   598,264.549   MT  0.99971886   +0 44 50.2
 LA2153
 LA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9826459045(NAD 83)
 LA2153
 LA2153                          SUPERSEDED SURVEY CONTROL
 LA2153
 LA2153  NAD 83(1986)-  40 16 34.02611(N)    085 50 38.99745(W) AD(       ) 3
 LA2153  NAD 27      -  40 16 33.88900(N)    085 50 39.07100(W) AD(       ) 3
 LA2153
 LA2153.Superseded values are not recommended for survey control.
 LA2153
 LA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2153.See file dsdata.pdf to determine how the superseded data were derived.
 LA2153
 LA2153_MARKER: 90 = CHURCH SPIRE
 LA2153
 LA2153  HISTORY     - Date     Condition        Report By
 LA2153  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2153
 LA2153                          STATION DESCRIPTION
 LA2153
 LA2153'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1915 ***********************************************************************
 KA1915  DESIGNATION -  EMERSON
 KA1915  PID         -  KA1915
 KA1915  STATE/COUNTY-  IN/MARION
 KA1915  COUNTRY     -  US
 KA1915  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1915
 KA1915                         *CURRENT SURVEY CONTROL
 KA1915  ______________________________________________________________________
 KA1915* NAD 83(1997) POSITION- 39 45 10.20483(N) 086 04 58.73361(W)   ADJUSTED
 KA1915* NAVD 88 ORTHO HEIGHT -   245.58  (+/-2cm)      805.7   (feet) VERTCON3
 KA1915  ______________________________________________________________________
 KA1915  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 KA1915  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 KA1915  HORZ ORDER      -  SECOND
 KA1915  VERT ORDER      -  THIRD ? (See Below)
 KA1915
 KA1915.The horizontal coordinates were established by classical geodetic methods
 KA1915.and adjusted by the National Geodetic Survey in May 1999.
 KA1915
 KA1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1915
 KA1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1915.GEOID18 height accuracy estimate available here.
 KA1915
 KA1915.The vertical order pertains to the NGVD 29 superseded value.
 KA1915
 KA1915.Click photographs - Photos may exist for this station.
 KA1915
 KA1915.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1915
 KA1915. The following values were computed from the NAD 83(1997) position.
 KA1915
 KA1915;                    North         East     Units Scale Factor Converg.
 KA1915;SPC IN E     -   500,158.115    64,322.552   MT  0.99998233   -0 15 58.4
 KA1915;SPC IN E     - 1,640,935.42    211,031.57   sFT  0.99998233   -0 15 58.4
 KA1915;UTM  16      - 4,400,726.907   578,558.530   MT  0.99967598   +0 35 11.2
 KA1915
 KA1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1915!SPC IN E     -   0.99996675  x   0.99998233  =   0.99994908
 KA1915!UTM  16      -   0.99996675  x   0.99967598  =   0.99964274
 KA1915
 KA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7855800726(NAD 83)
 KA1915
 KA1915|---------------------------------------------------------------------|
 KA1915| PID    Reference Object                     Distance      Geod. Az  |
 KA1915|                                                           dddmmss.s |
 KA1915| CC8666 EMERSON RM                            3.865 METERS 10001     |
 KA1915|---------------------------------------------------------------------|
 KA1915
 KA1915                          SUPERSEDED SURVEY CONTROL
 KA1915
 KA1915  NAD 83(1986)-  39 45 10.20743(N)    086 04 58.75846(W) AD(       ) 2
 KA1915  NAD 27      -  39 45 10.04800(N)    086 04 58.81200(W) AD(       ) 2
 KA1915  USSD        -  39 45 10.10800(N)    086 04 58.57600(W) AD(       ) 3
 KA1915  NGVD 29             245.71   (m)          806.1    (f) LEVELING    3  
 KA1915
 KA1915.Superseded values are not recommended for survey control.
 KA1915
 KA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1915.See file dsdata.pdf to determine how the superseded data were derived.
 KA1915
 KA1915_MARKER: DS = TRIANGULATION STATION DISK
 KA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1915_STAMPING: EMERSON 1920
 KA1915_MARK LOGO: CGS
 KA1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1915+STABILITY: SURFACE MOTION
 KA1915
 KA1915  HISTORY     - Date     Condition        Report By
 KA1915  HISTORY     - 1920     MONUMENTED       CGS
 KA1915  HISTORY     - 1935     GOOD             CGS
 KA1915  HISTORY     - 1943     GOOD             CGS
 KA1915  HISTORY     - 1961     GOOD             THOMAS
 KA1915  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1915  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA1915  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1915
 KA1915                          STATION DESCRIPTION
 KA1915
 KA1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1915'AT THE CORNER OF PROSPECT AVENUE AND S EMERSON AVENUE, 1.45 METERS
 KA1915'4.76 FEET S FROM THE S EDGE OF THE CONCRETE ROAD ON PROSPECT
 KA1915'AVENUE, AND 6.8 METERS 22.3 FEET W FROM THE W SIDE OF THE CONCRETE
 KA1915'PAVING OF S EMERSON AVENUE, 14.425 METERS 47.33 FEET S OF THE
 KA1915'S AND NEAREST RAIL OF THE INDIANAPOLIS AND CINCINNATI TRACTION CO.
 KA1915'TRACK. THE STATION AND UNDERGROUND MARKS ARE BRONZE TABLETS SET
 KA1915'IN CONCRETE. THE REFERENCE MARK IS A
 KA1915'STANDARD DISK REFERENCE MARK SET IN THE W END OF A CONCRETE
 KA1915'CULVERT 3.865 METERS 12.68 FEET FROM THE STATION S 79 DEG 58 MIN E.
 KA1915
 KA1915                          STATION RECOVERY (1935)
 KA1915
 KA1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1915'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. THE
 KA1915'INDIANAPOLIS AND CINCINNATI TRACTION CO. TRACK HAS BEEN TAKEN UP,
 KA1915'OTHER DETAILS OF ORIGINAL DESCRIPTION ARE GOOD.
 KA1915
 KA1915                          STATION RECOVERY (1943)
 KA1915
 KA1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SWB)
 KA1915'THE ORIGINAL DESCRIPTION IS STILL GOOD.
 KA1915
 KA1915                          STATION RECOVERY (1961)
 KA1915
 KA1915'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1915'EMERSON - 1920 STATION MARK RECOVERED UNDISTURBED.
 KA1915'
 KA1915'RM EMERSON RECOVERED UNDISTURBED.
 KA1915'
 KA1915'THIS STATION WAS NOT INCLUDED IN THE ORIGINAL SEARCH DUE TO ITS
 KA1915'NOT BEING NAMED ON THE INDEX MAP.  SUGGEST OMITTING STATION
 KA1915'MARK SUBWAY (WHICH HAS BEEN DESTROYED) AND SUBSTITUTING EMERSON ON
 KA1915'NEXT INDEX MAP REVISION.  THE INTERURBAN TRACK IS GONE, OTHERWISE
 KA1915'THE DESCRIPTION IS ADEQUATE.
 KA1915
 KA1915                          STATION RECOVERY (1975)
 KA1915
 KA1915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1915'STATION AND REF. NOT RECOVERED.
 KA1915'
 KA1915'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE SIDE OF INDIANAPOLIS.
 KA1915
 KA1915                          STATION RECOVERY (1976)
 KA1915
 KA1915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA1915'EMERSON 1920 DESTROYED.
 KA1915'
 KA1915'DISTANCE AND DIRECTION FROM NEAREST TOWN--INDIANAPOLIS SE.
 KA1915
 KA1915                          STATION RECOVERY (1995)
 KA1915
 KA1915'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1915'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1509 ***********************************************************************
 MD1509  DESIGNATION -  EMMA
 MD1509  PID         -  MD1509
 MD1509  STATE/COUNTY-  IN/LAGRANGE
 MD1509  COUNTRY     -  US
 MD1509  USGS QUAD   -  LAGRANGE (2019)
 MD1509
 MD1509                         *CURRENT SURVEY CONTROL
 MD1509  ______________________________________________________________________
 MD1509* NAD 83(1997) POSITION- 41 37 34.27495(N) 085 29 58.96268(W)   ADJUSTED
 MD1509* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 MD1509  ______________________________________________________________________
 MD1509  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 MD1509  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 MD1509  HORZ ORDER      -  THIRD
 MD1509
 MD1509.The horizontal coordinates were established by classical geodetic methods
 MD1509.and adjusted by the National Geodetic Survey in May 1999.
 MD1509
 MD1509.The orthometric height was scaled from a topographic map.
 MD1509
 MD1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1509.GEOID18 height accuracy estimate available here.
 MD1509
 MD1509.Click photographs - Photos may exist for this station.
 MD1509
 MD1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1509
 MD1509. The following values were computed from the NAD 83(1997) position.
 MD1509
 MD1509;                    North         East     Units Scale Factor Converg.
 MD1509;SPC IN E     -   708,113.704   113,912.532   MT  0.99996905   +0 06 39.3
 MD1509;SPC IN E     - 2,323,203.04    373,728.03   sFT  0.99996905   +0 06 39.3
 MD1509;UTM  16      - 4,609,360.648   624,976.537   MT  0.99979221   +0 59 48.2
 MD1509
 MD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1509!SPC IN E     -   0.99996148  x   0.99996905  =   0.99993053
 MD1509!UTM  16      -   0.99996148  x   0.99979221  =   0.99975370
 MD1509
 MD1509:                Primary Azimuth Mark                     Grid Az
 MD1509:SPC IN E     -  EMMA AZ MK                               271 59 23.4
 MD1509:UTM  16      -  EMMA AZ MK                               271 06 14.5
 MD1509
 MD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2497609360(NAD 83)
 MD1509
 MD1509|---------------------------------------------------------------------|
 MD1509| PID    Reference Object                     Distance      Geod. Az  |
 MD1509|                                                           dddmmss.s |
 MD1509| CC8668 EMMA RM 1                            29.937 METERS 05649     |
 MD1509| MD1505 TT 19 D                             205.220 METERS 08857     |
 MD1509| CC8667 EMMA AZ MK                                         2720602.7 |
 MD1509| CC8669 EMMA RM 2                            26.968 METERS 27837     |
 MD1509|---------------------------------------------------------------------|
 MD1509
 MD1509                          SUPERSEDED SURVEY CONTROL
 MD1509
 MD1509  NAD 83(1995)-  41 37 34.27567(N)    085 29 58.96961(W) AD(       ) 3
 MD1509  NAD 83(1994)-  41 37 34.27677(N)    085 29 58.97179(W) AD(       ) 3
 MD1509  NAD 83(1986)-  41 37 34.27614(N)    085 29 58.97504(W) AD(       ) 3
 MD1509  NAD 27      -  41 37 34.09350(N)    085 29 59.04310(W) AD(       ) 3
 MD1509
 MD1509.Superseded values are not recommended for survey control.
 MD1509
 MD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1509.See file dsdata.pdf to determine how the superseded data were derived.
 MD1509
 MD1509_MARKER: DS = TRIANGULATION STATION DISK
 MD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1509_STAMPING: EMMA 1947
 MD1509_MARK LOGO: CGS
 MD1509_PROJECTION: RECESSED 36 CENTIMETERS
 MD1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1509+STABILITY: SURFACE MOTION
 MD1509
 MD1509  HISTORY     - Date     Condition        Report By
 MD1509  HISTORY     - 1947     MONUMENTED       CGS
 MD1509  HISTORY     - 1960     GOOD             CGS
 MD1509
 MD1509                          STATION DESCRIPTION
 MD1509
 MD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1509'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF LAGRANGE AND ON
 MD1509'PASTURE LAND OWNED BY C.J. TRAYER.  IT IS 33 FEET SOUTH OF THE CENTER
 MD1509'OF A GRAVEL ROAD, 32.7 FEET SOUTHWEST OF A FENCE CORNER, 29.5 FEET
 MD1509'WEST OF A NORTH-SOUTH FENCELINE AND 14.5 FEET SOUTH OF A WHITE WITNESS
 MD1509'POST AND THE SOUTH RIGHT-OF-WAY FENCELINE.  THE MARK IS ABOUT 14
 MD1509'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS TAMPED EMMA
 MD1509'1947.
 MD1509'
 MD1509'REFERENCE MARK NO. 1 IS 98.22 FEET NORTHEAST OF THE STATION.  IT IS 36
 MD1509'FEET EAST OF TELEPHONE POLE NO. 1715, 20 FEET FEET NORTH OF THE CENTER
 MD1509'OF THE ROAD AND ONE FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCELINE.
 MD1509'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EMMA NO 1
 MD1509'1947.
 MD1509'
 MD1509'REFERENCE MARK NO. 2 IS 88.48 FEET WEST OF THE STATION IN THE SOUTH
 MD1509'RIGHT-OF-WAY FENCELINE AND 19 FEET SOUTH OF THE CENTER OF THE ROAD.
 MD1509'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EMMA NO 2
 MD1509'1947.
 MD1509'
 MD1509'TT 19 D (USGS) IS 673.3 FEET EAST OF THE STATION IN THE SOUTHWEST
 MD1509'ANGLE OF A GRAVEL CROSSROAD.  IT IS 30 FEET SOUTH OF THE CENTER OF THE
 MD1509'EAST-WEST ROAD, 20 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 7
 MD1509'FEET SOUTH OF A FENCE AND 2 FEET WEST OF A FENCE.  THE MARK IS 6 BY 6
 MD1509'INCH CONCRETE POST, FLUSH WITH THE GROUND WITH A STANDARD USGS BENCH
 MD1509'MARK DISK STAMPED TT 19 D 1939 (ELV.) 917 IN THE CENTER OF THE TOP.
 MD1509'
 MD1509'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ON THE NORTH SIDE OF THE
 MD1509'ROAD.  IT IS 59 FEET WEST OF A TELEPHONE POLE, 19 FEET NORTH OF THE
 MD1509'CENTER OF THE ROAD AND 2.5 FEET WEST OF A WHITE WITNESS POST.  THE
 MD1509'MARK IS FLUSH AND THE DISK IS STAMPED EMMA 1947.
 MD1509'
 MD1509'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MD1509'HIGHWAY 9 IN LAGRANGE, GO WEST ON HIGHWAY 20 FOR 4.0 MILES TO A T-ROAD
 MD1509'SOUTH, TURN LEFT AND GO SOUTH FOR ONE MILE TO A CROSS ROAD AND TT 19 D
 MD1509'(USGS) MARK IN THE SOUTHWEST ANGLE, TURN RIGHT AND GO WEST 0.15 MILE
 MD1509'TO A BOARD GATE AND STATION AS DESCRIBED, CONTINUE WEST 0.2 MILE TO
 MD1509'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1509'
 MD1509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1509
 MD1509                          STATION RECOVERY (1960)
 MD1509
 MD1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1509'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED ALTHOUGH
 MD1509'LAND OWNERSHIP WAS NOT CHECKED AT THIS TIME.  REFERENCE MARK DISTANCES
 MD1509'CHECKED WITHIN 0.01 FOOT.  STEEL WITNESS POSTS WERE SET SO THAT NOW
 MD1509'R.M. NO. 1 IS 1.8 FEET WEST AND THE AZIMUTH MARK 1.9 FEET WEST OF SUCH
 MD1509'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1994 ***********************************************************************
 LA1994  DESIGNATION -  EMMANUEL EVAN LUTH CH SPIRE
 LA1994  PID         -  LA1994
 LA1994  STATE/COUNTY-  IN/ALLEN
 LA1994  COUNTRY     -  US
 LA1994  USGS QUAD   -  POE (2019)
 LA1994
 LA1994                         *CURRENT SURVEY CONTROL
 LA1994  ______________________________________________________________________
 LA1994* NAD 83(1997) POSITION- 40 59 46.96831(N) 085 02 13.81569(W)   ADJUSTED
 LA1994  ______________________________________________________________________
 LA1994  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 LA1994  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 LA1994  HORZ ORDER      -  THIRD
 LA1994
 LA1994.The horizontal coordinates were established by classical geodetic methods
 LA1994.and adjusted by the National Geodetic Survey in May 1999.
 LA1994
 LA1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1994.GEOID18 height accuracy estimate available here.
 LA1994
 LA1994.Click photographs - Photos may exist for this station.
 LA1994
 LA1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1994
 LA1994. The following values were computed from the NAD 83(1997) position.
 LA1994
 LA1994;                    North         East     Units Scale Factor Converg.
 LA1994;SPC IN E     -   638,347.076   152,964.015   MT  1.00000118   +0 24 46.7
 LA1994;SPC IN E     - 2,094,310.37    501,849.44   sFT  1.00000118   +0 24 46.7
 LA1994;UTM  16      - 4,540,210.691   665,090.517   MT  0.99993546   +1 17 16.5
 LA1994
 LA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6509040210(NAD 83)
 LA1994
 LA1994                          SUPERSEDED SURVEY CONTROL
 LA1994
 LA1994  NAD 83(1995)-  40 59 46.96894(N)    085 02 13.81936(W) AD(       ) 3
 LA1994  NAD 83(1986)-  40 59 46.97007(N)    085 02 13.83051(W) AD(       ) 3
 LA1994  NAD 27      -  40 59 46.79700(N)    085 02 13.94700(W) AD(       ) 3
 LA1994
 LA1994.Superseded values are not recommended for survey control.
 LA1994
 LA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1994.See file dsdata.pdf to determine how the superseded data were derived.
 LA1994
 LA1994_MARKER: 91 = CHURCH CROSS
 LA1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1994+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 LA1994
 LA1994  HISTORY     - Date     Condition        Report By
 LA1994  HISTORY     - 1947     FIRST OBSERVED   CGS
 LA1994  HISTORY     - 1963     GOOD             CGS
 LA1994  HISTORY     - 20030704 GOOD             GEOCAC
 LA1994
 LA1994                          STATION DESCRIPTION
 LA1994
 LA1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1994'STATION IS LOCATED IN A SMALL COMMUNITY KNOWN AS SOEST ABOUT 8 MILES
 LA1994'SOUTHEAST OF FORT WAYNE.
 LA1994'IT IS A TALL GREY SLATE SPIRE LOCATED ON THE SOUTHWEST CORNER OF A
 LA1994'RED BRICK CHURCH AND ABOUT 125
 LA1994'FEET HIGH.  THE POINT OBSERVED ON WAS THE GREY CROSS AT
 LA1994'THE POINT OF THE SPIRE.
 LA1994'
 LA1994'THIS IS AN INTERSECTION STATION.
 LA1994
 LA1994                          STATION RECOVERY (1963)
 LA1994
 LA1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1994'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 LA1994'ABOUT 8 MILES SE OF THE HEART OF FORT WAYNE, AT THE INTERSECTION
 LA1994'OF WAYNE TRACE AND EMMANUEL ROAD, THE SLIM SQUARE PYRAMID SPIRE,
 LA1994'CROSS-TOPPED, ABOUT 125 FEET HIGH, ON SW CORNER OF RED BRICK
 LA1994'CHURCH (CONERSTONE NEAR SW CORNER IN W WALL BEARS INSCRIPTION EV.
 LA1994'LUTH.  EMANUELS KIRCHE 1908).
 LA1994
 LA1994                          STATION RECOVERY (2003)
 LA1994
 LA1994'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA1994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2131 ***********************************************************************
 LA2131  DESIGNATION -  EMPORIA PIPELINE CO MW KJI
 LA2131  PID         -  LA2131
 LA2131  STATE/COUNTY-  IN/MADISON
 LA2131  COUNTRY     -  US
 LA2131  USGS QUAD   -  MIDDLETOWN (2019)
 LA2131
 LA2131                         *CURRENT SURVEY CONTROL
 LA2131  ______________________________________________________________________
 LA2131* NAD 83(1997) POSITION- 40 00 06.80128(N) 085 35 46.22886(W)   ADJUSTED
 LA2131  ______________________________________________________________________
 LA2131  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 LA2131  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 LA2131  HORZ ORDER      -  THIRD
 LA2131
 LA2131.The horizontal coordinates were established by classical geodetic methods
 LA2131.and adjusted by the National Geodetic Survey in May 1999.
 LA2131
 LA2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2131.GEOID18 height accuracy estimate available here.
 LA2131
 LA2131.Click photographs - Photos may exist for this station.
 LA2131
 LA2131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2131
 LA2131. The following values were computed from the NAD 83(1997) position.
 LA2131
 LA2131;                    North         East     Units Scale Factor Converg.
 LA2131;SPC IN E     -   527,729.782   106,019.216   MT  0.99996711   +0 02 43.1
 LA2131;SPC IN E     - 1,731,393.46    347,831.38   sFT  0.99996711   +0 02 43.1
 LA2131;UTM  16      - 4,428,910.650   619,828.913   MT  0.99977677   +0 54 09.0
 LA2131
 LA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1982828910(NAD 83)
 LA2131
 LA2131                          SUPERSEDED SURVEY CONTROL
 LA2131
 LA2131  NAD 83(1995)-  40 00 06.80268(N)    085 35 46.24018(W) AD(       ) 3
 LA2131  NAD 83(1986)-  40 00 06.80395(N)    085 35 46.24336(W) AD(       ) 3
 LA2131  NAD 27      -  40 00 06.63402(N)    085 35 46.32250(W) AD(       ) 3
 LA2131
 LA2131.Superseded values are not recommended for survey control.
 LA2131
 LA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2131.See file dsdata.pdf to determine how the superseded data were derived.
 LA2131
 LA2131_MARKER: 44 = MICROWAVE MAST
 LA2131
 LA2131  HISTORY     - Date     Condition        Report By
 LA2131  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2131
 LA2131                          STATION DESCRIPTION
 LA2131
 LA2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2131'EMPORIA, PANHANDLE EASTERN PIPELINE COMPANY MICROWAVE KJI 68 IS
 LA2131'LOCATED ABOUT 2 MILES EAST OF THE VILLAGE OF EMPORIA.
 LA2131'
 LA2131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 109 AND
 LA2131'U.S. HIGHWAY 36 IN EMPORIA, GO EAST ON U.S. HIGHWAY 36 FOR 2.0
 LA2131'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON ROAD 400 E
 LA2131'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LA2131'
 LA2131'STATION IS THE RED LIGHT ATOP THE RED AND WHITE, TRIANGULAR
 LA2131'STEEL MAST.  THE MAST HAS AN OVERALL HEIGHT OF 240 FEET AND HAS
 LA2131'2 OCTAGON SHAPED REFLECTORS AT THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3374 ***********************************************************************
 JZ3374  DESIGNATION -  ENDINBURG CUTSINGER GRAIN FP
 JZ3374  PID         -  JZ3374
 JZ3374  STATE/COUNTY-  IN/JOHNSON
 JZ3374  COUNTRY     -  US
 JZ3374  USGS QUAD   -  EDINBURGH (2019)
 JZ3374
 JZ3374                         *CURRENT SURVEY CONTROL
 JZ3374  ______________________________________________________________________
 JZ3374* NAD 83(1997) POSITION- 39 21 19.27021(N) 085 57 53.55026(W)   ADJUSTED
 JZ3374  ______________________________________________________________________
 JZ3374  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 JZ3374  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 JZ3374  HORZ ORDER      -  THIRD
 JZ3374
 JZ3374.The horizontal coordinates were established by classical geodetic methods
 JZ3374.and adjusted by the National Geodetic Survey in May 1999.
 JZ3374
 JZ3374.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3374.GEOID18 height accuracy estimate available here.
 JZ3374
 JZ3374.Click photographs - Photos may exist for this station.
 JZ3374
 JZ3374.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3374
 JZ3374. The following values were computed from the NAD 83(1997) position.
 JZ3374
 JZ3374;                    North         East     Units Scale Factor Converg.
 JZ3374;SPC IN E     -   455,988.264    74,297.825   MT  0.99997480   -0 11 20.8
 JZ3374;SPC IN E     - 1,496,021.50    243,758.78   sFT  0.99997480   -0 11 20.8
 JZ3374;UTM  16      - 4,356,722.569   589,184.172   MT  0.99969793   +0 39 23.2
 JZ3374
 JZ3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8918456722(NAD 83)
 JZ3374
 JZ3374                          SUPERSEDED SURVEY CONTROL
 JZ3374
 JZ3374  NAD 83(1986)-  39 21 19.28274(N)    085 57 53.62496(W) AD(       ) 3
 JZ3374  NAD 27      -  39 21 19.11600(N)    085 57 53.64100(W) AD(       ) 3
 JZ3374  USSD        -  39 21 19.19500(N)    085 57 53.46600(W) AD(       ) 3
 JZ3374
 JZ3374.Superseded values are not recommended for survey control.
 JZ3374
 JZ3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3374.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3374
 JZ3374_MARKER: 62 = FLAGPOLE
 JZ3374
 JZ3374  HISTORY     - Date     Condition        Report By
 JZ3374  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3374
 JZ3374                          STATION DESCRIPTION
 JZ3374
 JZ3374'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1796 ***********************************************************************
 JA1796  DESIGNATION -  ENGLISH 2
 JA1796  PID         -  JA1796
 JA1796  STATE/COUNTY-  IN/CRAWFORD
 JA1796  COUNTRY     -  US
 JA1796  USGS QUAD   -  TASWELL (2019)
 JA1796
 JA1796                         *CURRENT SURVEY CONTROL
 JA1796  ______________________________________________________________________
 JA1796* NAD 83(1997) POSITION- 38 20 28.51038(N) 086 30 21.69295(W)   NO CHECK
 JA1796* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 JA1796  ______________________________________________________________________
 JA1796  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 JA1796  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 JA1796  HORZ ORDER      -  THIRD
 JA1796
 JA1796.The horizontal coordinates were established by classical geodetic methods
 JA1796.and adjusted by the National Geodetic Survey in May 1999.
 JA1796
 JA1796.No horizontal observational check was made to the station.
 JA1796
 JA1796.The orthometric height was scaled from a topographic map.
 JA1796
 JA1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1796.GEOID18 height accuracy estimate available here.
 JA1796
 JA1796.Click photographs - Photos may exist for this station.
 JA1796
 JA1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1796
 JA1796. The following values were computed from the NAD 83(1997) position.
 JA1796
 JA1796;                    North         East     Units Scale Factor Converg.
 JA1796;SPC IN W     -   343,529.467   950,468.985   MT  0.99999802   +0 21 29.3
 JA1796;SPC IN W     - 1,127,062.93  3,118,330.33   sFT  0.99999802   +0 21 29.3
 JA1796;UTM  16      - 4,243,794.278   543,167.995   MT  0.99962295   +0 18 23.2
 JA1796
 JA1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1796!SPC IN W     -   0.99996396  x   0.99999802  =   0.99996198
 JA1796!UTM  16      -   0.99996396  x   0.99962295  =   0.99958692
 JA1796
 JA1796:                Primary Azimuth Mark                     Grid Az
 JA1796:SPC IN W     -  JOHN SPEARS LOOKOUT TOWER                315 46 11.5
 JA1796:UTM  16      -  JOHN SPEARS LOOKOUT TOWER                315 49 17.6
 JA1796
 JA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4316743794(NAD 83)
 JA1796
 JA1796|---------------------------------------------------------------------|
 JA1796| PID    Reference Object                     Distance      Geod. Az  |
 JA1796|                                                           dddmmss.s |
 JA1796| AI5672 ENGLISH 2 RM 3                       13.513 METERS 08853     |
 JA1796| JA1795 ENGLISH                              18.544 METERS 13608     |
 JA1796| AI5670 ENGLISH 2 RM 4                       15.023 METERS 26832     |
 JA1796| JA1792 JOHN SPEARS LOOKOUT TOWER           APPROX. 5.3 KM 3160740.8 |
 JA1796|---------------------------------------------------------------------|
 JA1796
 JA1796                          SUPERSEDED SURVEY CONTROL
 JA1796
 JA1796  NAD 83(1993)-  38 20 28.51367(N)    086 30 21.69555(W) AD(       ) 3
 JA1796  NAD 83(1986)-  38 20 28.51641(N)    086 30 21.69727(W) AD(       ) 3
 JA1796  NAD 27      -  38 20 28.29965(N)    086 30 21.75510(W) AD(       ) 3
 JA1796
 JA1796.Superseded values are not recommended for survey control.
 JA1796
 JA1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1796.See file dsdata.pdf to determine how the superseded data were derived.
 JA1796
 JA1796_MARKER: DS = TRIANGULATION STATION DISK
 JA1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1796_STAMPING: ENGLISH 2 1964
 JA1796_MARK LOGO: CGS
 JA1796_PROJECTION: FLUSH
 JA1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1796+STABILITY: SURFACE MOTION
 JA1796
 JA1796  HISTORY     - Date     Condition        Report By
 JA1796  HISTORY     - 1964     MONUMENTED       CGS
 JA1796  HISTORY     - 1965     GOOD             CGS
 JA1796  HISTORY     - 19970101 GOOD             INDNR
 JA1796
 JA1796                          STATION DESCRIPTION
 JA1796
 JA1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1796'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF THE BUSINESS DISTRICT
 JA1796'OF ENGLISH, ON THE NORTH SIDE OF STATE HIGHWAY 64 AND AT THE NORTH
 JA1796'EDGE OF THE HIGHWAY RIGHT-OF-WAY.  IT IS 95 FEET SOUTH OF THE NORTH
 JA1796'EDGE OF AN OPEN FIELD, 64 FEET NORTH OF THE PROPOSED CENTERLINE OF A
 JA1796'NEW SECTION OF THE HIGHWAY AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 JA1796'THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ENGLISH
 JA1796'2 1964.
 JA1796'
 JA1796'REFERENCE MARK NO 3 IS 93 FEET SOUTH OF THE NORTH EDGE OF THE OPEN
 JA1796'FIELD, 64 FEET NORTH OF THE PROPOSED CENTERLINE OF THE ROAD AND 0.5
 JA1796'FOOT SOUTH OF A STEEL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE
 JA1796'GROUND AND THE DISK IS STAMPED ENGLISH 2 NO 3 1964.
 JA1796'
 JA1796'REFERENCE MARK NO 4 IS 104 FEET SOUTH OF THE NORTH EDGE OF THE OPEN
 JA1796'FIELD, 66 FEET NORTH OF THE PROPOSED CENTERLINE OF THE ROAD AND 1 FOOT
 JA1796'SOUTH OF A STEEL WITNESS POST.
 JA1796'
 JA1796'TO REACH THE STATION FROM THE POST OFFICE IN ENGLISH, GO NORTH ON
 JA1796'STATE HIGHWAY 37 FOR 0.55 MILE TO A JUNCTION WITH STATE HIGHWAY 24.
 JA1796'TURN LEFT AND GO WEST ON HIGHWAY 64 FOR 2.15 MILES TO THE STATION ON
 JA1796'THE RIGHT.
 JA1796'
 JA1796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1796
 JA1796                          STATION RECOVERY (1965)
 JA1796
 JA1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1796'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 JA1796'GOOD CONDITION.  THE STATION DESCRIPTION AND TO-REACH IS COMPLETELY
 JA1796'ADEQUATE.
 JA1796
 JA1796                          STATION RECOVERY (1997)
 JA1796
 JA1796'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA1796'0.85 FT (25.91 CM) SOUTH OF A ORANGE WITNESS POST.  DISTANCE TO
 JA1796'REFERENCE MARKS 3 AND 4 APPEAR TO BE INVERTED.  SUCCESSFULL GPS
 JA1796'OBSERVANCE AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3344 ***********************************************************************
 JZ3344  DESIGNATION -  ENOCHSBURG ST JOHNS CH SPIRE
 JZ3344  PID         -  JZ3344
 JZ3344  STATE/COUNTY-  IN/FRANKLIN
 JZ3344  COUNTRY     -  US
 JZ3344  USGS QUAD   -  NEW POINT (2019)
 JZ3344
 JZ3344                         *CURRENT SURVEY CONTROL
 JZ3344  ______________________________________________________________________
 JZ3344* NAD 83(1997) POSITION- 39 20 48.64913(N) 085 17 11.89713(W)   ADJUSTED
 JZ3344  ______________________________________________________________________
 JZ3344  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ3344  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 JZ3344  HORZ ORDER      -  THIRD
 JZ3344
 JZ3344.The horizontal coordinates were established by classical geodetic methods
 JZ3344.and adjusted by the National Geodetic Survey in May 1999.
 JZ3344
 JZ3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3344.GEOID18 height accuracy estimate available here.
 JZ3344
 JZ3344.Click photographs - Photos may exist for this station.
 JZ3344
 JZ3344.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3344
 JZ3344. The following values were computed from the NAD 83(1997) position.
 JZ3344
 JZ3344;                    North         East     Units Scale Factor Converg.
 JZ3344;SPC IN E     -   455,070.420   132,758.134   MT  0.99997987   +0 14 27.4
 JZ3344;SPC IN E     - 1,493,010.20    435,557.31   sFT  0.99997987   +0 14 27.4
 JZ3344;UTM  16      - 4,356,667.531   647,640.306   MT  0.99986839   +1 05 11.4
 JZ3344
 JZ3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4764056667(NAD 83)
 JZ3344
 JZ3344                          SUPERSEDED SURVEY CONTROL
 JZ3344
 JZ3344  NAD 83(1995)-  39 20 48.65065(N)    085 17 11.89593(W) AD(       ) 3
 JZ3344  NAD 83(1993)-  39 20 48.65195(N)    085 17 11.89896(W) AD(       ) 3
 JZ3344  NAD 83(1986)-  39 20 48.65187(N)    085 17 11.90068(W) AD(       ) 3
 JZ3344  NAD 27      -  39 20 48.47000(N)    085 17 12.03000(W) AD(       ) 3
 JZ3344
 JZ3344.Superseded values are not recommended for survey control.
 JZ3344
 JZ3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3344.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3344
 JZ3344_MARKER: 90 = CHURCH SPIRE
 JZ3344
 JZ3344  HISTORY     - Date     Condition        Report By
 JZ3344  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3344  HISTORY     - 1940     GOOD             SCS
 JZ3344
 JZ3344                          STATION DESCRIPTION
 JZ3344
 JZ3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3344'A SLATE-SHINGLED SPIRE ABOUT 35 FEET HIGH, WITH A LARGE CROSS AT ITS
 JZ3344'APEX, ON ST. JOHNS CHURCH IN ENOCHSBURG, INDIANA. THE
 JZ3344'CHURCH IS OF STONE, WAS ERECTED IN 1858, AND HAS A STONE TOWER WITH
 JZ3344'A CLOCK DIAL ON EACH OF ITS FOUR SIDES, NEAR THE TOP. TOTAL
 JZ3344'HEIGHT, ABOUT 135 FEET.
 JZ3344
 JZ3344                          STATION RECOVERY (1940)
 JZ3344
 JZ3344'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3344'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2556 ***********************************************************************
 ME2556  DESIGNATION -  ENOS
 ME2556  PID         -  ME2556
 ME2556  STATE/COUNTY-  IN/NEWTON
 ME2556  COUNTRY     -  US
 ME2556  USGS QUAD   -  ENOS (2019)
 ME2556
 ME2556                         *CURRENT SURVEY CONTROL
 ME2556  ______________________________________________________________________
 ME2556* NAD 83(1997) POSITION- 41 00 50.48892(N) 087 26 55.01763(W)   ADJUSTED
 ME2556* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 ME2556  ______________________________________________________________________
 ME2556  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 ME2556  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 ME2556  HORZ ORDER      -  THIRD
 ME2556
 ME2556.The horizontal coordinates were established by classical geodetic methods
 ME2556.and adjusted by the National Geodetic Survey in May 1999.
 ME2556
 ME2556.The orthometric height was scaled from a topographic map.
 ME2556
 ME2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2556.GEOID18 height accuracy estimate available here.
 ME2556
 ME2556.Click photographs - Photos may exist for this station.
 ME2556
 ME2556.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2556
 ME2556. The following values were computed from the NAD 83(1997) position.
 ME2556
 ME2556;                    North         East     Units Scale Factor Converg.
 ME2556;SPC IN W     -   640,179.919   869,274.385   MT  0.99997828   -0 14 23.0
 ME2556;SPC IN W     - 2,100,323.62  2,851,944.38   sFT  0.99997828   -0 14 23.0
 ME2556;UTM  16      - 4,540,410.851   462,278.651   MT  0.99961751   -0 17 39.9
 ME2556
 ME2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2556!SPC IN W     -   0.99997324  x   0.99997828  =   0.99995152
 ME2556!UTM  16      -   0.99997324  x   0.99961751  =   0.99959076
 ME2556
 ME2556:                Primary Azimuth Mark                     Grid Az
 ME2556:SPC IN W     -  ENOS AZ MK RESET                         266 35 47.0
 ME2556:UTM  16      -  ENOS AZ MK RESET                         266 39 03.9
 ME2556
 ME2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6227840410(NAD 83)
 ME2556
 ME2556|---------------------------------------------------------------------|
 ME2556| PID    Reference Object                     Distance      Geod. Az  |
 ME2556|                                                           dddmmss.s |
 ME2556| ME2557 ENOS GRAIN CO ELEVATOR              274.194 METERS 07453     |
 ME2556| CM3485 ENOS RM 1                            29.752 METERS 10743     |
 ME2556| LB2201 MOROCCO MUNICIPAL TANK              APPROX. 7.5 KM 1832521.2 |
 ME2556| CM3483 ENOS AZ MK                                         1915830.9 |
 ME2556| CM3486 ENOS RM 2                            29.430 METERS 19537     |
 ME2556| CM3484 ENOS AZ MK RESET                                   2662124.0 |
 ME2556|---------------------------------------------------------------------|
 ME2556
 ME2556                          SUPERSEDED SURVEY CONTROL
 ME2556
 ME2556  NAD 83(1986)-  41 00 50.49248(N)    087 26 55.02327(W) AD(       ) 3
 ME2556  NAD 27      -  41 00 50.35980(N)    087 26 54.90690(W) AD(       ) 3
 ME2556
 ME2556.Superseded values are not recommended for survey control.
 ME2556
 ME2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2556.See file dsdata.pdf to determine how the superseded data were derived.
 ME2556
 ME2556_MARKER: DS = TRIANGULATION STATION DISK
 ME2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2556_STAMPING: ENOS 1952
 ME2556_MARK LOGO: CGS
 ME2556_PROJECTION: FLUSH
 ME2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2556+STABILITY: SURFACE MOTION
 ME2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2556+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 ME2556
 ME2556  HISTORY     - Date     Condition        Report By
 ME2556  HISTORY     - 1952     MONUMENTED       CGS
 ME2556  HISTORY     - 1963     GOOD             CGS
 ME2556  HISTORY     - 1979     GOOD             NGS
 ME2556  HISTORY     - 20070606 GOOD             INDIV
 ME2556
 ME2556                          STATION DESCRIPTION
 ME2556
 ME2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2556'STATION IS LOCATED IN THE VILLAGE OF ENOS ON THE GROUNDS OF THE ENOS
 ME2556'SCHOOL WHICH IS ABOUT 0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 41
 ME2556'AND STATE HIGHWAY 14.  IT IS 133 FEET SOUTHWEST OF THE SOUTHWEST
 ME2556'CORNER OF THE SCHOOL BUILDING, 97 FEET NORTH OF A WHITE WITNESS POST,
 ME2556'58 FEET NORTH OF THE CENTER OF STATE HIGHWAY 14 AND 29 FEET NORTHWEST
 ME2556'OF THE WEST ENTRANCE TO THE SCHOOL.  THE MARK IS FLUSH AND THE DISK IS
 ME2556'STAMPED ENOS 1952.
 ME2556'
 ME2556'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF CENTER OF HIGHWAY AND 25 FEET
 ME2556'WEST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2556'ENOS NO 1 1952.
 ME2556'
 ME2556'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF CENTER OF HIGHWAY, 6 FEET
 ME2556'EAST OF A 6 INCH MAPLE TREE, 3 FEET WEST OF A WHITE WITNESS POST AND 1
 ME2556'FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2556'IS STAMPED ENOS NO 2 1952.
 ME2556'
 ME2556'AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF U.S. HIGHWAY 41 AND 1
 ME2556'FOOT NORTH OF A WHITE WITNESS POST AND TELEPHONE POLE.  THE MARK
 ME2556'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ENOS 1952.
 ME2556'
 ME2556'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 ME2556'14 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 41.  TURN LEFT ON
 ME2556'HIGHWAY 41 AND GO SOUTH FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 ME2556'DESCRIBED.
 ME2556'
 ME2556'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2556
 ME2556                          STATION RECOVERY (1963)
 ME2556
 ME2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 ME2556'ABOUT 4.3 MILES N ALONG NO. 41 U.S. HWY. FROM ITS BRIDGES OVER
 ME2556'RAILROAD AN ESTIMATED HALF-MILE NE OF THE HEART OF MOROCCO TO
 ME2556'INTERSECTION WITH NO. 14 INDIANA HWY., ABOUT 110 YARDS E OF CENTER
 ME2556'LINE OF THE MEDIAN STRIP OF THE U.S. HWY., 134 FEET SW OF SW CORNER OF
 ME2556'ENOS SCHOOL, 57 FEET N OF CENTER LINE OF STATE HWY., 84.2 FEET W OF
 ME2556'PROJECTED PLANE OF W WALL OF THE BRICK SCHOOL BUILDING, STAMPED ENOS
 ME2556'1952, FLUSH.
 ME2556'
 ME2556'REFERENCE MARK NO. 1 IS 28 FEET N OF CENTER LINE OF 18-FOOT HWY.
 ME2556'PAVEMENT, 0.5 FOOT LOWER THAN SAME, 9 FEET E OF PROJECTED PLANE OF
 ME2556'SAID W WALL, AND FLUSH WITH THE GROUND.
 ME2556'
 ME2556'REFERENCE MARK NO. 2 IS 37 FEET S OF CENTER LINE OF HWY., 0.1 FOOT
 ME2556'LOWER THAN SAME, 8 FEET E OF 14-INCH BOXWOOD TREE, 1.6 FEET W OF STEEL
 ME2556'WITNESS POST, AND PROJECTS 0.3 FT.
 ME2556'
 ME2556'AZIMUTH MARK IS ON PROJECTED CENTER LINE OF 4-FOOT WALK SPACE BETWEEN
 ME2556'EASTERLY ONE OF TWO DOUBLE ROWS OF STEEL GRAIN STORAGE BINS ON N SIDE
 ME2556'OF HWY., 36 FEET S OF CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, 0.3
 ME2556'FOOT HIGHER THAN SAME, 6 FEET E OF CREOSOTED POWER POLE, ONE FOOT N OF
 ME2556'FENCE, AND PROJECTS 0.2 FOOT ABOVE GROUND.
 ME2556'
 ME2556'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT THAT THE ORIGINAL
 ME2556'AZIMUTH MARK WAS FOUND DESTROYED AND OBSTRUCTED.  A NEW AZIMUTH MARK
 ME2556'WAS ESTABLISHED AS ABOVE.
 ME2556
 ME2556                          STATION RECOVERY (1979)
 ME2556
 ME2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2556'THE STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 ME2556'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED AND ASSUMED
 ME2556'DESTROYED.  THE WAS NO OBJECTS VISIBLE AT GROUND LEVEL TO ESTABLISH A
 ME2556'NEW AZIMUTH MARK FROM.  THE STATION WAS OCCUPIED.
 ME2556'
 ME2556'THE DISTANCE TO NO 1 CHECKED, NO 2 WAS LONGER BY 0.02 FOOT.  THE ANGLE
 ME2556'BETWEEN THE MARKS CHECKED.
 ME2556'
 ME2556'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE ENOS
 ME2556'SCHOOL MENTIONED IS NOW ABANDONED.
 ME2556
 ME2556                          STATION RECOVERY (2007)
 ME2556
 ME2556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLZ)
 ME2556'THE STATION IS 315 FT (96.0 M) EAST OF THE INTERSECTION OF STATE ROUTE
 ME2556'41 AND STATE HIGHWAY 16. THE STATION IS A STANDARD DISK SET IN A
 ME2556'CONCRETE MONUMENT 0.5 FT (0.15 M) BELOW GRADE. THE STATION IS 118.8 FT
 ME2556'(36.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE COVERED PORCH TO AN
 ME2556'APARTMENT BUILDING (FORMER ENOS SCHOOL BUILDING)  57.2 FT (17.4 M)
 ME2556'NORTH OF THE CENTERLINE OF STATE HIGHWAY 14, 29.2 FT (8.9 M) SOUTHEAST
 ME2556'OF A PK NAIL IN THE EAST FACE OF A UTILITY POLE (POLE NUMBER 744/661)
 ME2556'94.2 FT (28.7 M) NORTHWEST OF A PK NAIL IN THE WEST FACE OF A UTILITY
 ME2556'POLE (POLE NUMBER 773/673)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2557 ***********************************************************************
 ME2557  DESIGNATION -  ENOS GRAIN CO ELEVATOR
 ME2557  PID         -  ME2557
 ME2557  STATE/COUNTY-  IN/NEWTON
 ME2557  COUNTRY     -  US
 ME2557  USGS QUAD   -  ENOS (2019)
 ME2557
 ME2557                         *CURRENT SURVEY CONTROL
 ME2557  ______________________________________________________________________
 ME2557* NAD 83(1997) POSITION- 41 00 52.80700(N) 087 26 43.68890(W)   ADJUSTED
 ME2557  ______________________________________________________________________
 ME2557  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 ME2557  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 ME2557  HORZ ORDER      -  THIRD
 ME2557
 ME2557.The horizontal coordinates were established by classical geodetic methods
 ME2557.and adjusted by the National Geodetic Survey in May 1999.
 ME2557
 ME2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2557.GEOID18 height accuracy estimate available here.
 ME2557
 ME2557.Click photographs - Photos may exist for this station.
 ME2557
 ME2557.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2557
 ME2557. The following values were computed from the NAD 83(1997) position.
 ME2557
 ME2557;                    North         East     Units Scale Factor Converg.
 ME2557;SPC IN W     -   640,250.324   869,539.380   MT  0.99997808   -0 14 15.6
 ME2557;SPC IN W     - 2,100,554.60  2,852,813.78   sFT  0.99997808   -0 14 15.6
 ME2557;UTM  16      - 4,540,480.977   462,543.617   MT  0.99961727   -0 17 32.4
 ME2557
 ME2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6254340480(NAD 83)
 ME2557
 ME2557                          SUPERSEDED SURVEY CONTROL
 ME2557
 ME2557  NAD 83(1986)-  41 00 52.81069(N)    087 26 43.69512(W) AD(       ) 3
 ME2557  NAD 27      -  41 00 52.67800(N)    087 26 43.58100(W) AD(       ) 3
 ME2557
 ME2557.Superseded values are not recommended for survey control.
 ME2557
 ME2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2557.See file dsdata.pdf to determine how the superseded data were derived.
 ME2557
 ME2557_MARKER: 65 = GRAIN ELEVATOR
 ME2557
 ME2557  HISTORY     - Date     Condition        Report By
 ME2557  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2557
 ME2557                          STATION DESCRIPTION
 ME2557
 ME2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2557'STATION IS LOCATED IN THE EAST EDGE OF ENOS ALONG THE WEST
 ME2557'SIDE OF THE NEW
 ME2557'YORK CENTRAL SYSTEM RAILROAD TRACKS.  IT IS A SQUARE CONCRETE
 ME2557'STRUCTURE ABOUT 115 FEET HIGH.  THE
 ME2557'POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE
 ME2557'STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2256 ***********************************************************************
 JZ2256  DESIGNATION -  EOM RM 19
 JZ2256  PID         -  JZ2256
 JZ2256  STATE/COUNTY-  IN/SHELBY
 JZ2256  COUNTRY     -  US
 JZ2256  USGS QUAD   -  HOPE (2019)
 JZ2256
 JZ2256                         *CURRENT SURVEY CONTROL
 JZ2256  ______________________________________________________________________
 JZ2256* NAD 83(1986) POSITION- 39 21 58.2    (N) 085 45 38.5    (W)   HD_HELD2
 JZ2256* NAVD 88 ORTHO HEIGHT -   230.473 (meters)      756.14  (feet) ADJUSTED
 JZ2256  ______________________________________________________________________
 JZ2256  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ2256  DYNAMIC HEIGHT  -        230.333 (meters)      755.68  (feet) COMP
 JZ2256  MODELED GRAVITY -    980,015.0   (mgal)                       NAVD 88
 JZ2256
 JZ2256  VERT ORDER      -  SECOND    CLASS 0
 JZ2256
 JZ2256.The horizontal coordinates were established by autonomous hand held GPS
 JZ2256.observations and have an estimated accuracy of +/- 10 meters.
 JZ2256
 JZ2256.The orthometric height was determined by differential leveling and
 JZ2256.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2256.in June 1991.
 JZ2256
 JZ2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2256.GEOID18 height accuracy estimate available here.
 JZ2256
 JZ2256.Click photographs - Photos may exist for this station.
 JZ2256
 JZ2256.The dynamic height is computed by dividing the NAVD 88
 JZ2256.geopotential number by the normal gravity value computed on the
 JZ2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2256.degrees latitude (g = 980.6199 gals.).
 JZ2256
 JZ2256.The modeled gravity was interpolated from observed gravity values.
 JZ2256
 JZ2256;                    North         East    Units  Estimated Accuracy
 JZ2256;SPC IN E     -   457,151.       91,897.      MT  (+/- 10 meters HH2 GPS)
 JZ2256
 JZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0675958144(NAD 83)
 JZ2256
 JZ2256                          SUPERSEDED SURVEY CONTROL
 JZ2256
 JZ2256  NGVD 29 (??/??/92)  230.59   (m)          756.5    (f) COMPUTED    2 0
 JZ2256
 JZ2256.Superseded values are not recommended for survey control.
 JZ2256
 JZ2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2256.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2256
 JZ2256_MARKER: Q = CHISELED SQUARE
 JZ2256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2256_SP_SET: STEP
 JZ2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2256
 JZ2256  HISTORY     - Date     Condition        Report By
 JZ2256  HISTORY     - 1946     MONUMENTED       USGS
 JZ2256  HISTORY     - 1947     GOOD             CGS
 JZ2256
 JZ2256                          STATION DESCRIPTION
 JZ2256
 JZ2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2256'AT NORRISTOWN.
 JZ2256'AT NORRISTOWN, 108 FEET NORTH OF BM 19EOM (U.S.G.S.), 41 FEET
 JZ2256'WEST OF THE CENTER LINE OF STATE HIGHWAY 9, IN THE TOP OF THE
 JZ2256'NORTH END OF THE BOTTOM CONCRETE STEP AT THE EAST ENTRANCE TO
 JZ2256'THE MASONIC TEMPLE (FORMERLY A SCHOOL BUILDING), AND ABOUT LEVEL
 JZ2256'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0129 ***********************************************************************
 JA0129  DESIGNATION -  ERIE
 JA0129  PID         -  JA0129
 JA0129  STATE/COUNTY-  IN/LAWRENCE
 JA0129  COUNTRY     -  US
 JA0129  USGS QUAD   -  BEDFORD EAST (2019)
 JA0129
 JA0129                         *CURRENT SURVEY CONTROL
 JA0129  ______________________________________________________________________
 JA0129* NAD 83(1997) POSITION- 38 51 33.53839(N) 086 25 17.69312(W)   ADJUSTED
 JA0129* NAVD 88 ORTHO HEIGHT -   238.104 (meters)      781.18  (feet) ADJUSTED
 JA0129  ______________________________________________________________________
 JA0129  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JA0129  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 JA0129  DYNAMIC HEIGHT  -        237.957 (meters)      780.70  (feet) COMP
 JA0129  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA0129
 JA0129  HORZ ORDER      -  SECOND
 JA0129  VERT ORDER      -  FIRST     CLASS II
 JA0129
 JA0129.The horizontal coordinates were established by classical geodetic methods
 JA0129.and adjusted by the National Geodetic Survey in May 1999.
 JA0129
 JA0129.The orthometric height was determined by differential leveling and
 JA0129.adjusted by the NATIONAL GEODETIC SURVEY
 JA0129.in June 1991.
 JA0129
 JA0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0129.GEOID18 height accuracy estimate available here.
 JA0129
 JA0129.Click photographs - Photos may exist for this station.
 JA0129
 JA0129.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0129
 JA0129.The dynamic height is computed by dividing the NAVD 88
 JA0129.geopotential number by the normal gravity value computed on the
 JA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0129.degrees latitude (g = 980.6199 gals.).
 JA0129
 JA0129.The modeled gravity was interpolated from observed gravity values.
 JA0129
 JA0129. The following values were computed from the NAD 83(1997) position.
 JA0129
 JA0129;                    North         East     Units Scale Factor Converg.
 JA0129;SPC IN W     -   401,087.035   957,436.895   MT  1.00000727   +0 24 54.7
 JA0129;SPC IN W     - 1,315,899.71  3,141,190.88   sFT  1.00000727   +0 24 54.7
 JA0129;UTM  16      - 4,301,323.879   550,185.495   MT  0.99963101   +0 21 46.5
 JA0129
 JA0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0129!SPC IN W     -   0.99996783  x   1.00000727  =   0.99997510
 JA0129!UTM  16      -   0.99996783  x   0.99963101  =   0.99959886
 JA0129
 JA0129:                Primary Azimuth Mark                     Grid Az
 JA0129:SPC IN W     -  SHAW                                     326 26 58.1
 JA0129:UTM  16      -  SHAW                                     326 30 06.3
 JA0129
 JA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5018501323(NAD 83)
 JA0129
 JA0129|---------------------------------------------------------------------|
 JA0129| PID    Reference Object                     Distance      Geod. Az  |
 JA0129|                                                           dddmmss.s |
 JA0129| JA0130 ERIE RM 1                            27.688 METERS 20033     |
 JA0129| JA1713 BEDFORD ST VIN DE PAUL CATH CH      APPROX. 5.3 KM 2692534.6 |
 JA0129| JA1712 BEDFORD MUNICIPAL TANK              APPROX. 5.7 KM 2851949.1 |
 JA0129| JA1717 BEDFORD ALLISON FOUNDRY STACK       APPROX. 6.0 KM 2905421.0 |
 JA0129| JA1715 SHAW                                APPROX. 2.1 KM 3265152.8 |
 JA0129| JA0131 ERIE RM 2                            27.703 METERS 33910     |
 JA0129|---------------------------------------------------------------------|
 JA0129
 JA0129                          SUPERSEDED SURVEY CONTROL
 JA0129
 JA0129  NAD 83(1986)-  38 51 33.54348(N)    086 25 17.69452(W) AD(       ) 2
 JA0129  NAD 27      -  38 51 33.35800(N)    086 25 17.73300(W) AD(       ) 2
 JA0129  NGVD 29 (??/??/92)  238.222  (m)          781.57   (f) ADJ UNCH    1 2
 JA0129  NGVD 29             238.22   (m)          781.6    (f) LEVELING    3  
 JA0129
 JA0129.Superseded values are not recommended for survey control.
 JA0129
 JA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0129.See file dsdata.pdf to determine how the superseded data were derived.
 JA0129
 JA0129_MARKER: DS = TRIANGULATION STATION DISK
 JA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0129_STAMPING: ERIE 1946
 JA0129_MARK LOGO: CGS
 JA0129_PROJECTION: RECESSED 30 CENTIMETERS
 JA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0129+STABILITY: SURFACE MOTION
 JA0129
 JA0129  HISTORY     - Date     Condition        Report By
 JA0129  HISTORY     - 1946     MONUMENTED       CGS
 JA0129  HISTORY     - 1949     GOOD             CGS
 JA0129  HISTORY     - 1967     GOOD             CGS
 JA0129  HISTORY     - 20140313 POOR             INDIV
 JA0129
 JA0129                          STATION DESCRIPTION
 JA0129
 JA0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0129'THIS STATION IS ABOUT 3 MILES EAST OF BEDFORD, ON THE TOP OF THE
 JA0129'HIGHEST HILL IN THE VICINITY. IT IS ON THE PROPERTY OF MR.
 JA0129'ORVILLE NORRIS, THE MARK IS 32 FEET EAST OF A WIRE FENCE AND A
 JA0129'WITNESS POST AND 52 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 JA0129'THE MARK IS 1 FOOT UNDERGROUND AND THE DISK IS STAMPED ERIE 1946.
 JA0129'
 JA0129'REFERENCE MARK NO. 1 IS 90.84 FEET SOUTH-SOUTHWEST OF THE STATION, 1
 JA0129'FOOT EAST OF A WIRE FENCE. THE MARK PROJECTS 6 INCHES AND THE
 JA0129'DISK IS STAMPED ERIE NO 1 1946.
 JA0129'
 JA0129'REFERENCE MARK NO. 2 IS 90.89 FEET NORTH-NORTHWEST OF THE STATION, 1
 JA0129'FOOT EAST OF A WIRE FENCE. THE MARK PROJECTS 6 INCHES AND THE
 JA0129'DISK IS STAMPED ERIE NO 2 1946.
 JA0129'
 JA0129'STATION SHAW WAS USED FOR THE AZIMUTH MARK.
 JA0129'
 JA0129'TO REACH FROM THE COURTHOUSE IN BEDFORD, GO EAST ON U.S. HIGHWAY 50
 JA0129'FOR 1.35 MILES TO A FORK, TAKE RIGHT FORK AND FOLLOW THE
 JA0129'GRAVEL ROAD EAST FOR 2.1 MILES TO A SIDE ROAD RIGHT AT THE BOTTOM OF
 JA0129'A HILL, TURN RIGHT AND GO SOUTH UP HILL ON A GRAVEL ROAD FOR
 JA0129'0.15 MILE TO THE HIGHEST POINT AND THE STATION ON THE LEFT.
 JA0129'
 JA0129'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0129
 JA0129                          STATION RECOVERY (1949)
 JA0129
 JA0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0129'4 MI E FROM BEDFORD.
 JA0129'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0129'BEDFORD, THENCE ABOUT 1.5 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 JA0129'THENCE ABOUT 1.15 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE
 JA0129'ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD, SET NEAR THE HIGHEST
 JA0129'POINT OF THE HILL, 51 FEET NORTHEAST OF THE NORTHEAST ONE OF TWO
 JA0129'6-INCH WILD CHERRY TREES, 49 FEET EAST OF THE CENTER LINE OF THE
 JA0129'ROAD, 35 FEET EAST OF A 5-INCH WILD CHERRY TREE, ABOUT 1 FOOT
 JA0129'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JA0129'POST 1 FOOT BELOW THE GROUND.
 JA0129
 JA0129                          STATION RECOVERY (1967)
 JA0129
 JA0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0129'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JA0129'CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE
 JA0129'BELOW CHANGES.
 JA0129'
 JA0129'STATION MARK IS 40 FEET NORTHWEST OF A FENCE CORNER, 32 FEET WEST
 JA0129'OF A METAL WITNESS POST, 23 FEET NORTH OF A WIRE FENCE AND THE
 JA0129'MONUMENT IS NOW 6 INCHES UNDERGROUND.
 JA0129'
 JA0129'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 JA0129'DRIVEWAY, 18 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST
 JA0129'OF A WOODEN FENCE.
 JA0129'
 JA0129'THE RIGHT FORK MENTIONED IN THE TO REACH IS NOW LEATHERWOOD ROAD
 JA0129'AND PAVED AT THIS TIME.
 JA0129'
 JA0129'THE PROPERTY OWNER OF THE STATION SITE IS MR. CHARLIE TODD.
 JA0129'
 JA0129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 JA0129'BEDFORD.
 JA0129
 JA0129                          STATION RECOVERY (2014)
 JA0129
 JA0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (KAB)
 JA0129'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1923 ***********************************************************************
 KA1923  DESIGNATION -  ERIE
 KA1923  PID         -  KA1923
 KA1923  STATE/COUNTY-  IN/MARION
 KA1923  COUNTRY     -  US
 KA1923  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1923
 KA1923                         *CURRENT SURVEY CONTROL
 KA1923  ______________________________________________________________________
 KA1923* NAD 83(1997) POSITION- 39 50 39.70193(N) 086 07 19.00515(W)   ADJUSTED
 KA1923* NAVD 88 ORTHO HEIGHT -   226.71  (+/-2cm)      743.8   (feet) VERTCON3
 KA1923  ______________________________________________________________________
 KA1923  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 KA1923  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 KA1923  HORZ ORDER      -  SECOND
 KA1923  VERT ORDER      -  THIRD ? (See Below)
 KA1923
 KA1923.The horizontal coordinates were established by classical geodetic methods
 KA1923.and adjusted by the National Geodetic Survey in May 1999.
 KA1923
 KA1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1923
 KA1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1923.GEOID18 height accuracy estimate available here.
 KA1923
 KA1923.The vertical order pertains to the NGVD 29 superseded value.
 KA1923
 KA1923.Click photographs - Photos may exist for this station.
 KA1923
 KA1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1923
 KA1923. The following values were computed from the NAD 83(1997) position.
 KA1923
 KA1923;                    North         East     Units Scale Factor Converg.
 KA1923;SPC IN E     -   510,336.387    61,035.054   MT  0.99998535   -0 17 30.1
 KA1923;SPC IN E     - 1,674,328.63    200,245.84   sFT  0.99998535   -0 17 30.1
 KA1923;UTM  16      - 4,410,851.929   575,120.855   MT  0.99966947   +0 33 45.4
 KA1923
 KA1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1923!SPC IN E     -   0.99996972  x   0.99998535  =   0.99995507
 KA1923!UTM  16      -   0.99996972  x   0.99966947  =   0.99963920
 KA1923
 KA1923:                Primary Azimuth Mark                     Grid Az
 KA1923:SPC IN E     -  LAKE                                     179 52 53.6
 KA1923:UTM  16      -  LAKE                                     179 01 38.1
 KA1923
 KA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7512010851(NAD 83)
 KA1923
 KA1923|---------------------------------------------------------------------|
 KA1923| PID    Reference Object                     Distance      Geod. Az  |
 KA1923|                                                           dddmmss.s |
 KA1923| CC8670 ERIE RM                              19.950 METERS 10810     |
 KA1923| KA1924 LAKE                                APPROX. 0.6 KM 1793523.5 |
 KA1923|---------------------------------------------------------------------|
 KA1923
 KA1923                          SUPERSEDED SURVEY CONTROL
 KA1923
 KA1923  NAD 83(1986)-  39 50 39.70353(N)    086 07 19.03427(W) AD(       ) 2
 KA1923  NAD 27      -  39 50 39.55800(N)    086 07 19.05400(W) AD(       ) 2
 KA1923  USSD        -  39 50 39.60400(N)    086 07 18.85500(W) AD(       ) 3
 KA1923  NGVD 29             226.84   (m)          744.2    (f) LEVELING    3  
 KA1923
 KA1923.Superseded values are not recommended for survey control.
 KA1923
 KA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1923.See file dsdata.pdf to determine how the superseded data were derived.
 KA1923
 KA1923_MARKER: N = NAIL
 KA1923_SP_SET: WOODEN STAKE
 KA1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1923
 KA1923  HISTORY     - Date     Condition        Report By
 KA1923  HISTORY     - 1920     MONUMENTED       CGS
 KA1923  HISTORY     - 1955     MARK NOT FOUND   CGS
 KA1923  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1923  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1923  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA1923
 KA1923                          STATION DESCRIPTION
 KA1923
 KA1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1923'ON THE E SIDE OF THE EXTENSION OF KEYSTONE AVENUE ABOUT 90 YARDS N OF
 KA1923'THE POINT WHERE THE LAKE ERIE AND WESTERN RAILROAD CROSSES
 KA1923'SAID ROAD, AND ABOUT 80 YARDS S OF THE DRIVE LEADING INTO A.W.
 KA1923'BRIGHTS BARNYARD, 24.945 METERS 81.84 FEET NW OF THE N AND
 KA1923'NEAREST RAIL. THE STATION IS MARKED WITH A 2 BY 4 STAKE DRIVEN INTO
 KA1923'THE GROUND WITH A CROSS MARK ON THE HEAD OF A NAIL DRIVEN
 KA1923'INTO IT. THE REFERENCE MARK IS A BRONZE TABLET SET IN CONCRETE,
 KA1923'19.95 METERS 65.45 FEET FROM THE STATION S 71 DEG 51 MIN E.
 KA1923
 KA1923                          STATION RECOVERY (1955)
 KA1923
 KA1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1923'THE STATION, MARKED BY A WOODEN STAKE, WAS NOT RECOVERED. THE
 KA1923'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION. FOR PRESENT
 KA1923'DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS-
 KA1923'
 KA1923'THE REFERENCE MARK IS LOCATED IN THE NORTHEASTERN PART OF
 KA1923'INDIANAPOLIS, ON THE EAST SIDE OF KEYSTONE AVENUE, 0.2 MILE NORTH
 KA1923'OF EAST 46TH STREET, ON THE PROPERTY OF THE WRIGHT COAL COMPANY. IT
 KA1923'IS ON A PROPERTY LINE FENCE 74 FEET EAST OF THE CENTERLINE OF
 KA1923'KEYSTONE AVENUE, 16 FEET WNW OF THE WNW RAIL OF THE RAILROAD, AND 298
 KA1923'FEET NNE FROM THE CENTERLINE INTERSECTION OF THE RAILROAD AND
 KA1923'KEYSTONE AVENUE.
 KA1923'
 KA1923'MARKED BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH
 KA1923'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 KA1923
 KA1923                          STATION RECOVERY (1959)
 KA1923
 KA1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1923'STATION POSSIBLY COVERED OR DESTROYED BY A NEW SIDING.
 KA1923
 KA1923                          STATION RECOVERY (1975)
 KA1923
 KA1923'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1923'STATION AND REFERENCE NOT RECOVERED.
 KA1923'
 KA1923'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE PART OF INDIANAPOLIS.
 KA1923
 KA1923                          STATION RECOVERY (1995)
 KA1923
 KA1923'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2234 ***********************************************************************
 LA2234  DESIGNATION -  ERIE
 LA2234  PID         -  LA2234
 LA2234  STATE/COUNTY-  IN/MIAMI
 LA2234  COUNTRY     -  US
 LA2234  USGS QUAD   -  RICHVALLEY (2019)
 LA2234
 LA2234                         *CURRENT SURVEY CONTROL
 LA2234  ______________________________________________________________________
 LA2234* NAD 83(1997) POSITION- 40 50 35.80853(N) 085 57 42.94952(W)   ADJUSTED
 LA2234* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 LA2234  ______________________________________________________________________
 LA2234  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 LA2234  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 LA2234  HORZ ORDER      -  THIRD
 LA2234
 LA2234.The horizontal coordinates were established by classical geodetic methods
 LA2234.and adjusted by the National Geodetic Survey in May 1999.
 LA2234
 LA2234.The orthometric height was scaled from a topographic map.
 LA2234
 LA2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2234.GEOID18 height accuracy estimate available here.
 LA2234
 LA2234.Click photographs - Photos may exist for this station.
 LA2234
 LA2234.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2234
 LA2234. The following values were computed from the NAD 83(1997) position.
 LA2234
 LA2234;                    North         East     Units Scale Factor Converg.
 LA2234;SPC IN E     -   621,196.621    75,099.994   MT  0.99997429   -0 11 35.2
 LA2234;SPC IN E     - 2,038,042.58    246,390.56   sFT  0.99997429   -0 11 35.2
 LA2234;UTM  16      - 4,521,878.388   587,510.406   MT  0.99969426   +0 40 44.2
 LA2234
 LA2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2234!SPC IN E     -   0.99996789  x   0.99997429  =   0.99994218
 LA2234!UTM  16      -   0.99996789  x   0.99969426  =   0.99966216
 LA2234
 LA2234:                Primary Azimuth Mark                     Grid Az
 LA2234:SPC IN E     -  ERIE AZ MK                               178 49 56.4
 LA2234:UTM  16      -  ERIE AZ MK                               177 57 37.0
 LA2234
 LA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8751021878(NAD 83)
 LA2234
 LA2234|---------------------------------------------------------------------|
 LA2234| PID    Reference Object                     Distance      Geod. Az  |
 LA2234|                                                           dddmmss.s |
 LA2234| CC8672 ERIE RM 1                            23.055 METERS 02159     |
 LA2234| CC8673 ERIE RM 2                            22.711 METERS 15617     |
 LA2234| CC8671 ERIE AZ MK                                         1783821.2 |
 LA2234|---------------------------------------------------------------------|
 LA2234
 LA2234                          SUPERSEDED SURVEY CONTROL
 LA2234
 LA2234  NAD 83(1986)-  40 50 35.81291(N)    085 57 42.96062(W) AD(       ) 3
 LA2234  NAD 27      -  40 50 35.65590(N)    085 57 42.99670(W) AD(       ) 3
 LA2234
 LA2234.Superseded values are not recommended for survey control.
 LA2234
 LA2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2234.See file dsdata.pdf to determine how the superseded data were derived.
 LA2234
 LA2234_MARKER: DS = TRIANGULATION STATION DISK
 LA2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2234_STAMPING: ERIE 1948
 LA2234_MARK LOGO: CGS
 LA2234_PROJECTION: RECESSED 30 CENTIMETERS
 LA2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2234+STABILITY: SURFACE MOTION
 LA2234
 LA2234  HISTORY     - Date     Condition        Report By
 LA2234  HISTORY     - 1948     MONUMENTED       CGS
 LA2234
 LA2234                          STATION DESCRIPTION
 LA2234
 LA2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2234'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PERU AND ABOUT 8 MILES
 LA2234'NORTHWEST OF WABASH.
 LA2234'
 LA2234'IT IS 46 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 29 FEET WEST OF A
 LA2234'WHITE WITNESS POST AND 28 FEET WEST OF A FENCE.  THE MARK IS 12 INCHES
 LA2234'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ERIE 1948.
 LA2234'
 LA2234'REFERENCE MARK NO. 1 IS 75.64 FEET NORTHEAST OF STATION.  IT IS 18
 LA2234'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.
 LA2234'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ERIE NO 1
 LA2234'1948.
 LA2234'
 LA2234'REFERENCE MARK NO. 2 IS 74.51 FEET SOUTHEAST OF STATION.  IT IS 18
 LA2234'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET SOUTH OF A TELEPHONE
 LA2234'POLE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LA2234'THE DISK IS STAMPED ERIE NO 2 1948.
 LA2234'
 LA2234'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION.  IT IS 68 FEET SOUTHEAST OF
 LA2234'THE SOUTHEAST CORNER OF A WHITE FRAME CHURCH, 20 FEET WEST OF THE
 LA2234'CENTER OF A GRAVEL ROAD, 5 FEET WEST OF A WHITE WITNESS POST AND 2
 LA2234'FEET NORTH OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2234'IS STAMPED ERIE 1948.
 LA2234'
 LA2234'TO REACH STATION FROM THE COURTHOUSE IN PERU, GO WEST AND NORTH ON
 LA2234'STATE HIGHWAY 19 FOR 7.9 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 LA2234'EAST FOR 3.6 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.9
 LA2234'MILE TO STATION ON RIGHT AS DESCRIBED.
 LA2234'
 LA2234'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON GRAVEL ROAD FOR 0.4
 LA2234'MILE TO A WHITE FRAME CHURCH ON RIGHT AND AZIMUTH MARK ON RIGHT OR
 LA2234'WEST OF ROAD AS DESCRIBED.
 LA2234'
 LA2234'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0130 ***********************************************************************
 JA0130  DESIGNATION -  ERIE RM 1
 JA0130  PID         -  JA0130
 JA0130  STATE/COUNTY-  IN/LAWRENCE
 JA0130  COUNTRY     -  US
 JA0130  USGS QUAD   -  BEDFORD EAST (2019)
 JA0130
 JA0130                         *CURRENT SURVEY CONTROL
 JA0130  ______________________________________________________________________
 JA0130* NAD 83(1986) POSITION- 38 51 32.70   (N) 086 25 18.10   (W)   HD_HELD1
 JA0130* NAVD 88 ORTHO HEIGHT -   238.230 (meters)      781.59  (feet) ADJUSTED
 JA0130  ______________________________________________________________________
 JA0130  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JA0130  DYNAMIC HEIGHT  -        238.084 (meters)      781.11  (feet) COMP
 JA0130  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA0130
 JA0130  VERT ORDER      -  FIRST     CLASS II
 JA0130
 JA0130.The horizontal coordinates were determined by differentially corrected
 JA0130.hand held GPS observations or other comparable positioning techniques
 JA0130.and have an estimated accuracy of +/- 3 meters.
 JA0130
 JA0130.The orthometric height was determined by differential leveling and
 JA0130.adjusted by the NATIONAL GEODETIC SURVEY
 JA0130.in June 1991.
 JA0130
 JA0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0130.GEOID18 height accuracy estimate available here.
 JA0130
 JA0130.Click photographs - Photos may exist for this station.
 JA0130
 JA0130.The dynamic height is computed by dividing the NAVD 88
 JA0130.geopotential number by the normal gravity value computed on the
 JA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0130.degrees latitude (g = 980.6199 gals.).
 JA0130
 JA0130.The modeled gravity was interpolated from observed gravity values.
 JA0130
 JA0130;                    North         East    Units  Estimated Accuracy
 JA0130;SPC IN W     -   401,061.1     957,427.3     MT  (+/- 3 meters HH1 GPS) 
 JA0130
 JA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5017501297(NAD 83)
 JA0130
 JA0130                          SUPERSEDED SURVEY CONTROL
 JA0130
 JA0130  NGVD 29 (??/??/92)  238.348  (m)          781.98   (f) ADJ UNCH    1 2
 JA0130
 JA0130.Superseded values are not recommended for survey control.
 JA0130
 JA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0130.See file dsdata.pdf to determine how the superseded data were derived.
 JA0130
 JA0130_MARKER: DR = REFERENCE MARK DISK
 JA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0130_STAMPING: ERIE NO 1 1946
 JA0130_MARK LOGO: CGS
 JA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0130+STABILITY: SURFACE MOTION
 JA0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0130+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2014
 JA0130
 JA0130  HISTORY     - Date     Condition        Report By
 JA0130  HISTORY     - 1946     MONUMENTED       CGS
 JA0130  HISTORY     - 1949     GOOD             CGS
 JA0130  HISTORY     - 20140313 GOOD             INDIV
 JA0130
 JA0130                          STATION DESCRIPTION
 JA0130
 JA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0130'4 MI E FROM BEDFORD.
 JA0130'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0130'BEDFORD, THENCE ABOUT 1.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD,
 JA0130'THENCE ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE
 JA0130'ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD, 91 FEET SOUTHWEST OF
 JA0130'THE ERIE STATION, 41 FEET SOUTH OF A 6-INCH WILD CHERRY TREE IN
 JA0130'THE FENCE LINE, 21 FEET NORTH OF A 8-INCH WALNUT TREE IN THE
 JA0130'FENCE LINE, 1.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 2 FEET
 JA0130'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 JA0130'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA0130'PROJECTING 8 INCHES.  18 FEET EAST OF THE CENTER LINE OF THE
 JA0130'ROAD.
 JA0130
 JA0130                          STATION RECOVERY (2014)
 JA0130
 JA0130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (KAB)
 JA0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0131 ***********************************************************************
 JA0131  DESIGNATION -  ERIE RM 2
 JA0131  PID         -  JA0131
 JA0131  STATE/COUNTY-  IN/LAWRENCE
 JA0131  COUNTRY     -  US
 JA0131  USGS QUAD   -  BEDFORD EAST (2019)
 JA0131
 JA0131                         *CURRENT SURVEY CONTROL
 JA0131  ______________________________________________________________________
 JA0131* NAD 83(1986) POSITION- 38 51 34.38   (N) 086 25 18.10   (W)   HD_HELD1
 JA0131* NAVD 88 ORTHO HEIGHT -   238.334 (meters)      781.93  (feet) ADJUSTED
 JA0131  ______________________________________________________________________
 JA0131  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JA0131  DYNAMIC HEIGHT  -        238.187 (meters)      781.45  (feet) COMP
 JA0131  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA0131
 JA0131  VERT ORDER      -  FIRST     CLASS II
 JA0131
 JA0131.The horizontal coordinates were determined by differentially corrected
 JA0131.hand held GPS observations or other comparable positioning techniques
 JA0131.and have an estimated accuracy of +/- 3 meters.
 JA0131
 JA0131.The orthometric height was determined by differential leveling and
 JA0131.adjusted by the NATIONAL GEODETIC SURVEY
 JA0131.in June 1991.
 JA0131
 JA0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0131.GEOID18 height accuracy estimate available here.
 JA0131
 JA0131.Click photographs - Photos may exist for this station.
 JA0131
 JA0131.The dynamic height is computed by dividing the NAVD 88
 JA0131.geopotential number by the normal gravity value computed on the
 JA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0131.degrees latitude (g = 980.6199 gals.).
 JA0131
 JA0131.The modeled gravity was interpolated from observed gravity values.
 JA0131
 JA0131;                    North         East    Units  Estimated Accuracy
 JA0131;SPC IN W     -   401,112.9     957,426.9     MT  (+/- 3 meters HH1 GPS) 
 JA0131
 JA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5017501349(NAD 83)
 JA0131
 JA0131                          SUPERSEDED SURVEY CONTROL
 JA0131
 JA0131  NGVD 29 (??/??/92)  238.452  (m)          782.32   (f) ADJ UNCH    1 2
 JA0131
 JA0131.Superseded values are not recommended for survey control.
 JA0131
 JA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0131.See file dsdata.pdf to determine how the superseded data were derived.
 JA0131
 JA0131_MARKER: DR = REFERENCE MARK DISK
 JA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0131_STAMPING: ERIE NO 2 1946
 JA0131_MARK LOGO: CGS
 JA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0131+STABILITY: SURFACE MOTION
 JA0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0131+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2014
 JA0131
 JA0131  HISTORY     - Date     Condition        Report By
 JA0131  HISTORY     - 1946     MONUMENTED       CGS
 JA0131  HISTORY     - 1949     GOOD             CGS
 JA0131  HISTORY     - 20140313 GOOD             INDIV
 JA0131
 JA0131                          STATION DESCRIPTION
 JA0131
 JA0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0131'4 MI E FROM BEDFORD.
 JA0131'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0131'BEDFORD, THENCE ABOUT 1.5 MILES SOUTHEAST ALONG A BLACK TOP
 JA0131'ROAD, THENCE ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL ROAD,
 JA0131'THENCE ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD, 19 FEET EAST OF
 JA0131'THE CENTER LINE OF THE ROAD, 91 FEET NORTHWEST OF ERIE STATION,
 JA0131'7.6 FEET SOUTHWEST OF A 5-INCH ASH TREE, 1 FOOT EAST OF A
 JA0131'NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JA0131'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JA0131'POST PROJECTING 9 INCHES.
 JA0131
 JA0131                          STATION RECOVERY (2014)
 JA0131
 JA0131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (KAB)
 JA0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0218 ***********************************************************************
 ME0218  DESIGNATION -  ETNA GREEN AZ MK
 ME0218  PID         -  ME0218
 ME0218  STATE/COUNTY-  IN/KOSCIUSKO
 ME0218  COUNTRY     -  US
 ME0218  USGS QUAD   -  BOURBON (2019)
 ME0218
 ME0218                         *CURRENT SURVEY CONTROL
 ME0218  ______________________________________________________________________
 ME0218* NAD 83(1986) POSITION- 41 16 29.     (N) 086 02 07.     (W)   SCALED
 ME0218* NAVD 88 ORTHO HEIGHT -   242.783 (meters)      796.53  (feet) ADJUSTED
 ME0218  ______________________________________________________________________
 ME0218  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME0218  DYNAMIC HEIGHT  -        242.682 (meters)      796.20  (feet) COMP
 ME0218  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 ME0218
 ME0218  VERT ORDER      -  FIRST     CLASS I
 ME0218
 ME0218.The horizontal coordinates were scaled from a map and have
 ME0218.an estimated accuracy of +/- 6 seconds.
 ME0218
 ME0218.The orthometric height was determined by differential leveling and
 ME0218.adjusted by the NATIONAL GEODETIC SURVEY
 ME0218.in June 1991.
 ME0218
 ME0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0218.GEOID18 height accuracy estimate available here.
 ME0218
 ME0218.Click photographs - Photos may exist for this station.
 ME0218
 ME0218.The dynamic height is computed by dividing the NAVD 88
 ME0218.geopotential number by the normal gravity value computed on the
 ME0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0218.degrees latitude (g = 980.6199 gals.).
 ME0218
 ME0218.The modeled gravity was interpolated from observed gravity values.
 ME0218
 ME0218;                    North         East    Units  Estimated Accuracy
 ME0218;SPC IN E     -   669,130.       69,120.      MT  (+/- 180 meters Scaled)
 ME0218
 ME0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807697(NAD 83)
 ME0218
 ME0218                          SUPERSEDED SURVEY CONTROL
 ME0218
 ME0218  NGVD 29 (??/??/92)  242.913  (m)          796.96   (f) ADJ UNCH    1 1
 ME0218
 ME0218.Superseded values are not recommended for survey control.
 ME0218
 ME0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0218.See file dsdata.pdf to determine how the superseded data were derived.
 ME0218
 ME0218_MARKER: DZ = AZIMUTH MARK DISK
 ME0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0218_STAMPING: ETNA GREEN 1952
 ME0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0218+STABILITY: SURFACE MOTION
 ME0218
 ME0218  HISTORY     - Date     Condition        Report By
 ME0218  HISTORY     - 1952     MONUMENTED       CGS
 ME0218  HISTORY     - 1968     GOOD             CGS
 ME0218  HISTORY     - 1973     GOOD             NGS
 ME0218  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0218
 ME0218                          STATION DESCRIPTION
 ME0218
 ME0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0218'0.6 MI SE FROM ETNA GREEN.
 ME0218'ABOUT 0.6 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD, FROM
 ME0218'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, ABOUT 105 YARDS
 ME0218'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 30 AND COUNTY ROAD 300
 ME0218'NORTH, ABOUT 65 YARDS NORTHEAST OF AND ACROSS U.S. HIGHWAY 30
 ME0218'FROM THE WESTBOUND TRACK, IN SECTION 26, R 4 E, T 33 N, 54 FEET
 ME0218'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30, 6 FEET NORTHWEST
 ME0218'OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE LINE, 1.3 FEET
 ME0218'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 ME0218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0218'THE LEVEL OF THE GROUND.
 ME0218
 ME0218                          STATION RECOVERY (1973)
 ME0218
 ME0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0218'RECOVERED IN GOOD CONDITION.
 ME0218
 ME0218                          STATION RECOVERY (1992)
 ME0218
 ME0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0218'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0221 ***********************************************************************
 ME0221  DESIGNATION -  ETNA GREEN RESET
 ME0221  PID         -  ME0221
 ME0221  STATE/COUNTY-  IN/KOSCIUSKO
 ME0221  COUNTRY     -  US
 ME0221  USGS QUAD   -  BOURBON (2019)
 ME0221
 ME0221                         *CURRENT SURVEY CONTROL
 ME0221  ______________________________________________________________________
 ME0221* NAD 83(1986) POSITION- 41 16 34.93391(N) 086 02 29.95231(W)   ADJUSTED
 ME0221* NAVD 88 ORTHO HEIGHT -   249.275 (meters)      817.83  (feet) ADJUSTED
 ME0221  ______________________________________________________________________
 ME0221  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME0221  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 ME0221  DYNAMIC HEIGHT  -        249.171 (meters)      817.49  (feet) COMP
 ME0221  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0221
 ME0221  HORZ ORDER      -  THIRD
 ME0221  VERT ORDER      -  FIRST     CLASS II
 ME0221
 ME0221.The horizontal coordinates were established by classical geodetic methods
 ME0221.and adjusted by the National Geodetic Survey in July 1986.
 ME0221
 ME0221.The orthometric height was determined by differential leveling and
 ME0221.adjusted by the NATIONAL GEODETIC SURVEY
 ME0221.in April 1995.
 ME0221
 ME0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0221.GEOID18 height accuracy estimate available here.
 ME0221
 ME0221.Click photographs - Photos may exist for this station.
 ME0221
 ME0221.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0221
 ME0221.The dynamic height is computed by dividing the NAVD 88
 ME0221.geopotential number by the normal gravity value computed on the
 ME0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0221.degrees latitude (g = 980.6199 gals.).
 ME0221
 ME0221.The modeled gravity was interpolated from observed gravity values.
 ME0221
 ME0221. The following values were computed from the NAD 83(1986) position.
 ME0221
 ME0221;                    North         East     Units Scale Factor Converg.
 ME0221;SPC IN E     -   669,317.760    68,583.590   MT  0.99997881   -0 14 50.6
 ME0221;SPC IN E     - 2,195,920.02    225,011.33   sFT  0.99997881   -0 14 50.6
 ME0221;UTM  16      - 4,569,880.383   580,261.304   MT  0.99967928   +0 37 56.1
 ME0221
 ME0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0221!SPC IN E     -   0.99996618  x   0.99997881  =   0.99994499
 ME0221!UTM  16      -   0.99996618  x   0.99967928  =   0.99964547
 ME0221
 ME0221:                Primary Azimuth Mark                     Grid Az
 ME0221:SPC IN E     -  ETNA GREEN AZ MK                         106 11 49.6
 ME0221:UTM  16      -  ETNA GREEN AZ MK                         105 19 02.9
 ME0221
 ME0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8026169880(NAD 83)
 ME0221
 ME0221|---------------------------------------------------------------------|
 ME0221| PID    Reference Object                     Distance      Geod. Az  |
 ME0221|                                                           dddmmss.s |
 ME0221| ME0219 ETNA GREEN RM 1                      29.911 METERS 01912     |
 ME0221| ME0218 ETNA GREEN AZ MK                                   1055659.0 |
 ME0221| ME0223 ETNA GREEN RM 2                      29.102 METERS 11219     |
 ME0221| CM3492 ETNA GREEN RM 3                      29.107 METERS 11221     |
 ME0221| ME0222 ETNA GREEN RM 4                       8.447 METERS 14857     |
 ME0221| ME2276 BOURBON MUNICIPAL STANDPIPE         APPROX. 6.6 KM 2902233.3 |
 ME0221|---------------------------------------------------------------------|
 ME0221
 ME0221                          SUPERSEDED SURVEY CONTROL
 ME0221
 ME0221  NGVD 29 (01/19/93)  249.410  (m)          818.27   (f) ADJUSTED    1 2
 ME0221
 ME0221.Superseded values are not recommended for survey control.
 ME0221
 ME0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0221.See file dsdata.pdf to determine how the superseded data were derived.
 ME0221
 ME0221_MARKER: DH = HORIZONTAL CONTROL DISK
 ME0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0221_STAMPING: ETNA GREEN 1952 1973
 ME0221_MARK LOGO: NGS
 ME0221_PROJECTION: FLUSH
 ME0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0221+STABILITY: SURFACE MOTION
 ME0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0221+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0221
 ME0221  HISTORY     - Date     Condition        Report By
 ME0221  HISTORY     - 1973     MONUMENTED       NGS
 ME0221  HISTORY     - 1973     GOOD             NGS
 ME0221  HISTORY     - 19850321 GOOD             NGS
 ME0221  HISTORY     - 19920909 GOOD             NGS
 ME0221
 ME0221                          STATION DESCRIPTION
 ME0221
 ME0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ME0221'THE AZIMUTH MARK, REFERENCE MARK 1 AND THE UNDERGROUND STATION MARK
 ME0221'WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK AND REFERENCE MARK 3
 ME0221'WERE FOUND DESTROYED BY GRADING.  THE DIRECTION TO ALL OBJECTS CHECKED
 ME0221'AS DID THE DIRECTION TO REFERENCE MARK 1.  A NEW SURFACE STATION MARK
 ME0221'AND REFERENCE MARK 4 WERE SET.  THE SURFACE STATION MARK WAS SET
 ME0221'HOLDING THE UNDERGROUND POINT.  A NEW DESCRIPTION FOLLOWS-
 ME0221'
 ME0221'THE STATION IS LOCATED ON THE PROPERTY OF MR. TED MELTON, IN SEC.  27,
 ME0221'R-4-E, T-33-N, AT THE OUTSIDE CURVE OF HIGHWAY, 83 FEET SOUTH OF A
 ME0221'SIGN ETNA GREEN, 54 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD,
 ME0221'47 FEET SOUTHWEST OF THE CENTERLINE OF OLD HIGHWAY 30 AND 1 FOOT
 ME0221'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 ME0221'IS STAMPED ETNA GREEN 1952 1973.
 ME0221'
 ME0221'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 19 AND OLD
 ME0221'HIGHWAY 30, AT ETNA GREEN, GO EASTERLY ON OLD HIGHWAY 30 FOR 0.35 MILE
 ME0221'TO THE STATION ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.35
 ME0221'MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME0221'
 ME0221'REFERENCE MARK 1 IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 1 FOOT
 ME0221'SOUTHWEST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND 33 FEET
 ME0221'SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ME0221'DISK IS STAMPED ETNA GREEN NO 2 1952.
 ME0221'
 ME0221'REFERENCE MARK 4 IS 36 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ME0221'RAILROAD, 61 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1
 ME0221'FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 ME0221'INCHES AND THE DISK IS STAMPED ETNA GREEN 1952 NO 4 1973.
 ME0221'
 ME0221'THE AZIMUTH MARK IS 54 FEET NORTHEAST OF THE CENTERLINE OF THE
 ME0221'HIGHWAY, 6 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 ME0221'FENCE AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 ME0221'PROJECTS 4 INCHES AND THE DISK IS STAMPED ETNA GREEN 1952.
 ME0221'
 ME0221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT EAST EDGE OF ETNA
 ME0221'GREEN
 ME0221'
 ME0221'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME0221
 ME0221                          STATION RECOVERY (1973)
 ME0221
 ME0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0221'0.4 MI SE FROM ETNA GREEN.
 ME0221'0.35 MILE SOUTHEAST ALONG OLD HIGHWAY 30 FROM ITS JUNCTION WITH
 ME0221'STATE HIGHWAY 19 AT ETNA GREEN, ON THE PROPERTY OF MR. TED MELTON,
 ME0221'IN SEC. 27, R-4-E, T-33-N, ON THE OUTSIDE OF A CURVE, 83 FEET
 ME0221'SOUTH OF A SIGN ETNA GREEN, 54 FEET NORTHEAST OF THE NORTHEAST
 ME0221'RAIL OF RAILROAD, 47 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 ME0221'1 FOOT SOUTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF
 ME0221'A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 ME0221
 ME0221                          STATION RECOVERY (1985)
 ME0221
 ME0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 ME0221'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED.  A
 ME0221'SEARCH WAS MADE FOR REFERENCE MARK 1 AND THE AZIMUTH MARK BUT IT
 ME0221'APPEARS THEY WERE DESTROYED BY FARM MACHINERY AS THEY WOULD NOW BE OUT
 ME0221'IN A CULTIVATED FIELD.  A NEW REFERENCE MARK 5 AND AN AZIMUTH MARK 2
 ME0221'WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 ME0221'
 ME0221'THE STATION IS LOCATED ABOUT 0.3 MILE (0.5 KM) EAST OF ETNA GREEN ON
 ME0221'THE SOUTH RIGHT-OF-WAY, OF OLD U.S HIGHWAY 30.  OWNERSHIP -- HIGHWAY
 ME0221'RIGHT-OF-WAY.
 ME0221'
 ME0221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND OLD U.S
 ME0221'HIGHWAY 30 IN ETNA GREEN, GO EAST ON OLD U.S HIGHWAY 30 FOR 0.35 MILE,
 ME0221'(0.56 KM) 0.56 KM (0.35 MI) TO STATION ON RIGHT AS DESCRIBED.
 ME0221'
 ME0221'THE STATION IS A STANDARD, NGS, DISK STAMPED,
 ME0221'---ETNA GREEN 1952 1973---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0221'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED, 2 INCHES, (6 CM)
 ME0221'BELOW THE GROUND.  THE STATION IS LOCATED 14.326 METERS (47.001 FT)
 ME0221'SOUTH FROM THE CENTERLINE OF OLD U.S ROUTE 30, 5.791 METERS (18.999
 ME0221'FT) NORTH FROM THE EDGE OF CUTBANK, 0.305 METERS (1.001 FT) SOUTHWEST
 ME0221'FROM A WITNESS POST.
 ME0221'
 ME0221'REFERENCE MARK NO 4, IS A STANDARD, NGS, DISK STAMPED,
 ME0221'---ETNA GREEN 1952 NO 4 1973---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0221'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME0221'STATION IS LOCATED 18.745 METERS (61.499 FT) SOUTH FROM THE CENTERLINE
 ME0221'OF OLD U.S HIGHWAY 30, 0.457 METERS (1.499 FT) SOUTHEAST FROM A METAL
 ME0221'WITNESS POST AND 0.305 METERS (1.001 FT) NORTH FROM THE EDGE OF
 ME0221'CUTBANK, AND 0.3 METERS (1.0 FT) BELOW THE STATION.
 ME0221'
 ME0221'REFERENCE MARK NO 5, IS A STANDARD, NGS, DISK STAMPED,
 ME0221'---ETNA GREEN 1952 NO 5 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 ME0221'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND. THE
 ME0221'STATION IS LOCATED 9.449 METERS (31.001 FT) SOUTH FROM THE CENTER LINE
 ME0221'OF OLD U.S HIGHWAY 30, 8.230 METERS (27.001 FT) NORTHEAST FROM A
 ME0221'WITNESS POST, AND 10.363 METERS (33.999 FT) NORTH FROM THE EDGE OF
 ME0221'CUTBANK, AND 0.3 METERS (1.0 FT) BELOW THE STATION.
 ME0221'
 ME0221'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,
 ME0221'---ETNA GREEN 1952 NO 2 1985---, CEMENTED IN A DRILL HOLE IN THE NORTH
 ME0221'END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER COUNTY ROUTE 950
 ME0221'W.  THE STATION IS LOCATED 8.717 METERS (28.599 FT) SOUTH FROM THE
 ME0221'CENTERLINE OF OLS U.S HIGHWAY 30, 8.230 METERS (27.001 FT) EAST FROM
 ME0221'THE CENTER LINE OF COUNTY ROAD 950 W AND 0.792 METERS (2.598 FT)
 ME0221'SOUTHEAST FROM A WITNESS POST.
 ME0221'
 ME0221'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON OLD U.S HIGHWAY
 ME0221'30 FOR 0.25 MILE, (0.40 KM) 0.40 KM (0.25 MI) TO A ROAD RIGHT AND THE
 ME0221'AZIMUTH MARK SET IN THE NORTH END OF THE EAST HEADWALL OF CULVERT
 ME0221'UNDER SIDEROAD RIGHT, (COUNTY ROAD 950 W) .
 ME0221
 ME0221                          STATION RECOVERY (1992)
 ME0221
 ME0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0221'16.4 KM (10.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0221'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 20.1 M
 ME0221'(65.9 FT) NORTHEAST OF THE NEAR RAIL, 15.2 M (49.9 FT) EAST OF A
 ME0221'UTILITY LIGHT POLE, 14.2 M (46.6 FT) SOUTHWEST OF THE CENTER OF OLD
 ME0221'HIGHWAY 30, 8.2 M (26.9 FT) NORTH OF REFERENCE MARK 4, 6.2 M
 ME0221'(20.3 FT) WEST OF REFERENCE MARK 5, 0.4 M (1.3 FT) WEST OF A WITNESS
 ME0221'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 ME0221'IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0219 ***********************************************************************
 ME0219  DESIGNATION -  ETNA GREEN RM 1
 ME0219  PID         -  ME0219
 ME0219  STATE/COUNTY-  IN/KOSCIUSKO
 ME0219  COUNTRY     -  US
 ME0219  USGS QUAD   -  BOURBON (2019)
 ME0219
 ME0219                         *CURRENT SURVEY CONTROL
 ME0219  ______________________________________________________________________
 ME0219* NAD 83(1986) POSITION- 41 16 35.85   (N) 086 02 29.53   (W)   HD_HELD1
 ME0219* NAVD 88 ORTHO HEIGHT -   248.656 (meters)      815.80  (feet) ADJUSTED
 ME0219  ______________________________________________________________________
 ME0219  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME0219  DYNAMIC HEIGHT  -        248.552 (meters)      815.46  (feet) COMP
 ME0219  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0219
 ME0219  VERT ORDER      -  FIRST     CLASS I
 ME0219
 ME0219.The horizontal coordinates were determined by differentially corrected
 ME0219.hand held GPS observations or other comparable positioning techniques
 ME0219.and have an estimated accuracy of +/- 3 meters.
 ME0219
 ME0219.The orthometric height was determined by differential leveling and
 ME0219.adjusted by the NATIONAL GEODETIC SURVEY
 ME0219.in June 1991.
 ME0219
 ME0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0219.GEOID18 height accuracy estimate available here.
 ME0219
 ME0219.Click photographs - Photos may exist for this station.
 ME0219
 ME0219.The dynamic height is computed by dividing the NAVD 88
 ME0219.geopotential number by the normal gravity value computed on the
 ME0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0219.degrees latitude (g = 980.6199 gals.).
 ME0219
 ME0219.The modeled gravity was interpolated from observed gravity values.
 ME0219
 ME0219;                    North         East    Units  Estimated Accuracy
 ME0219;SPC IN E     -   669,346.0      68,593.5     MT  (+/- 3 meters HH1 GPS) 
 ME0219
 ME0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8027069908(NAD 83)
 ME0219
 ME0219                          SUPERSEDED SURVEY CONTROL
 ME0219
 ME0219  NGVD 29 (??/??/92)  248.786  (m)          816.23   (f) ADJ UNCH    1 1
 ME0219
 ME0219.Superseded values are not recommended for survey control.
 ME0219
 ME0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0219.See file dsdata.pdf to determine how the superseded data were derived.
 ME0219
 ME0219_MARKER: DR = REFERENCE MARK DISK
 ME0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0219_STAMPING: ETNA GREEN NO 1 1952
 ME0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0219+STABILITY: SURFACE MOTION
 ME0219
 ME0219  HISTORY     - Date     Condition        Report By
 ME0219  HISTORY     - 1952     MONUMENTED       CGS
 ME0219  HISTORY     - 1968     GOOD             CGS
 ME0219  HISTORY     - 1973     GOOD             NGS
 ME0219  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0219
 ME0219                          STATION DESCRIPTION
 ME0219
 ME0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0219'AT ETNA GREEN.
 ME0219'AT ETNA GREEN, ABOUT 0.25 MILE SOUTHEAST ALONG THE PENN CENTRAL
 ME0219'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 19, 98.1 FEET NORTH
 ME0219'AND ACROSS U.S. HIGHWAY 30 FROM THE STATION MARK DESCRIBED, 50
 ME0219'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 33 1/2 FEET
 ME0219'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE LINE,
 ME0219'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME0219'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  IN
 ME0219'SECTION 27, R 4 E, T 33 N.
 ME0219
 ME0219                          STATION RECOVERY (1973)
 ME0219
 ME0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0219'RECOVERED IN GOOD CONDITION.
 ME0219
 ME0219                          STATION RECOVERY (1992)
 ME0219
 ME0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0219'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0222 ***********************************************************************
 ME0222  DESIGNATION -  ETNA GREEN RM 4
 ME0222  PID         -  ME0222
 ME0222  STATE/COUNTY-  IN/KOSCIUSKO
 ME0222  COUNTRY     -  US
 ME0222  USGS QUAD   -  BOURBON (2019)
 ME0222
 ME0222                         *CURRENT SURVEY CONTROL
 ME0222  ______________________________________________________________________
 ME0222* NAD 83(1986) POSITION- 41 16 34.70   (N) 086 02 29.77   (W)   HD_HELD1
 ME0222* NAVD 88 ORTHO HEIGHT -   249.134 (meters)      817.37  (feet) ADJUSTED
 ME0222  ______________________________________________________________________
 ME0222  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME0222  DYNAMIC HEIGHT  -        249.030 (meters)      817.03  (feet) COMP
 ME0222  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0222
 ME0222  VERT ORDER      -  FIRST     CLASS II
 ME0222
 ME0222.The horizontal coordinates were determined by differentially corrected
 ME0222.hand held GPS observations or other comparable positioning techniques
 ME0222.and have an estimated accuracy of +/- 3 meters.
 ME0222
 ME0222.The orthometric height was determined by differential leveling and
 ME0222.adjusted by the NATIONAL GEODETIC SURVEY
 ME0222.in April 1995.
 ME0222
 ME0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0222.GEOID18 height accuracy estimate available here.
 ME0222
 ME0222.Click photographs - Photos may exist for this station.
 ME0222
 ME0222.The dynamic height is computed by dividing the NAVD 88
 ME0222.geopotential number by the normal gravity value computed on the
 ME0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0222.degrees latitude (g = 980.6199 gals.).
 ME0222
 ME0222.The modeled gravity was interpolated from observed gravity values.
 ME0222
 ME0222;                    North         East    Units  Estimated Accuracy
 ME0222;SPC IN E     -   669,310.5      68,587.8     MT  (+/- 3 meters HH1 GPS) 
 ME0222
 ME0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8026569873(NAD 83)
 ME0222
 ME0222                          SUPERSEDED SURVEY CONTROL
 ME0222
 ME0222  NGVD 29 (01/19/93)  249.269  (m)          817.81   (f) ADJUSTED    1 2
 ME0222
 ME0222.Superseded values are not recommended for survey control.
 ME0222
 ME0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0222.See file dsdata.pdf to determine how the superseded data were derived.
 ME0222
 ME0222_MARKER: DR = REFERENCE MARK DISK
 ME0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0222_STAMPING: ETNA GREEN 1952 NO 4 1973
 ME0222_MARK LOGO: NGS
 ME0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0222+STABILITY: SURFACE MOTION
 ME0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0222+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0222
 ME0222  HISTORY     - Date     Condition        Report By
 ME0222  HISTORY     - 1973     MONUMENTED       NGS
 ME0222  HISTORY     - 19920909 GOOD             NGS
 ME0222
 ME0222                          STATION DESCRIPTION
 ME0222
 ME0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ME0222'0.4 MI SE FROM ETNA GREEN.
 ME0222'0.35 MILE SOUTHEAST ALONG OLD HIGHWAY 30 FROM ITS JUNCTION WITH
 ME0222'STATE HIGHWAY 19 AT ETNA GREEN, ON THE PROPERTY OF MR. TED MELTON,
 ME0222'ON THE OUTSIDE OF A CURVE, 36 FEET NORTHEAST OF THE NORTHEAST
 ME0222'RAIL OF RAILROAD TRACKS, 61 FEET SOUTHWEST OF THE CENTERLINE OF
 ME0222'HIGHWAY, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE
 ME0222'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 ME0222
 ME0222                          STATION RECOVERY (1992)
 ME0222
 ME0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0222'16.4 KM (10.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0222'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 18.7 M
 ME0222'(61.4 FT) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 30, 15.2 M
 ME0222'(49.9 FT) NORTHEAST OF THE NEAR RAIL, 8.2 M (26.9 FT) SOUTH OF
 ME0222'TRIANGULATION STATION ETNA GREEN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 ME0222'THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 ME0222'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3397 ***********************************************************************
 ME3397  DESIGNATION -  ETNA GREEN RM 5
 ME3397  PID         -  ME3397
 ME3397  STATE/COUNTY-  IN/KOSCIUSKO
 ME3397  COUNTRY     -  US
 ME3397  USGS QUAD   -  BOURBON (2019)
 ME3397
 ME3397                         *CURRENT SURVEY CONTROL
 ME3397  ______________________________________________________________________
 ME3397* NAD 83(1986) POSITION- 41 16 33.     (N) 086 02 24.     (W)   SCALED
 ME3397* NAVD 88 ORTHO HEIGHT -   249.184 (meters)      817.53  (feet) ADJUSTED
 ME3397  ______________________________________________________________________
 ME3397  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 ME3397  DYNAMIC HEIGHT  -        249.081 (meters)      817.19  (feet) COMP
 ME3397  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME3397
 ME3397  VERT ORDER      -  FIRST     CLASS II
 ME3397
 ME3397.The horizontal coordinates were scaled from a map and have
 ME3397.an estimated accuracy of +/- 6 seconds.
 ME3397
 ME3397.The orthometric height was determined by differential leveling and
 ME3397.adjusted by the NATIONAL GEODETIC SURVEY
 ME3397.in April 1995.
 ME3397
 ME3397.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3397.GEOID18 height accuracy estimate available here.
 ME3397
 ME3397.Click photographs - Photos may exist for this station.
 ME3397
 ME3397.The dynamic height is computed by dividing the NAVD 88
 ME3397.geopotential number by the normal gravity value computed on the
 ME3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3397.degrees latitude (g = 980.6199 gals.).
 ME3397
 ME3397.The modeled gravity was interpolated from observed gravity values.
 ME3397
 ME3397;                    North         East    Units  Estimated Accuracy
 ME3397;SPC IN E     -   669,260.       68,720.      MT  (+/- 180 meters Scaled)
 ME3397
 ME3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL804698(NAD 83)
 ME3397
 ME3397                          SUPERSEDED SURVEY CONTROL
 ME3397
 ME3397  NGVD 29 (01/19/93)  249.320  (m)          817.98   (f) ADJUSTED    1 2
 ME3397
 ME3397.Superseded values are not recommended for survey control.
 ME3397
 ME3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3397.See file dsdata.pdf to determine how the superseded data were derived.
 ME3397
 ME3397_MARKER: DR = REFERENCE MARK DISK
 ME3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3397_STAMPING: ETNA GREEN 1952 NO. 5 1985
 ME3397_MARK LOGO: NGS
 ME3397_PROJECTION: FLUSH
 ME3397_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3397+STABILITY: SURFACE MOTION
 ME3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3397+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME3397
 ME3397  HISTORY     - Date     Condition        Report By
 ME3397  HISTORY     - 1985     MONUMENTED       NGS
 ME3397  HISTORY     - 19920909 GOOD             NGS
 ME3397
 ME3397                          STATION DESCRIPTION
 ME3397
 ME3397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3397'16.4 KM (10.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME3397'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 24.5 M
 ME3397'(80.4 FT) NORTHEAST OF THE NEAR RAIL, 9.4 M (30.8 FT) SOUTHWEST OF
 ME3397'THE CENTER OF OLD HIGHWAY 30, 6.2 M (20.3 FT) EAST OF TRIANGULATION
 ME3397'STATION ETNA GREEN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 ME3397'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1523 ***********************************************************************
 HA1523  DESIGNATION -  EUREKA
 HA1523  PID         -  HA1523
 HA1523  STATE/COUNTY-  IN/SPENCER
 HA1523  COUNTRY     -  US
 HA1523  USGS QUAD   -  OWENSBORO WEST (2019)
 HA1523
 HA1523                         *CURRENT SURVEY CONTROL
 HA1523  ______________________________________________________________________
 HA1523* NAD 83(1997) POSITION- 37 51 48.92564(N) 087 12 55.95010(W)   ADJUSTED
 HA1523* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 HA1523  ______________________________________________________________________
 HA1523  GEOID HEIGHT    -        -30.987 (meters)                     GEOID18
 HA1523  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HA1523  HORZ ORDER      -  SECOND
 HA1523
 HA1523.The horizontal coordinates were established by classical geodetic methods
 HA1523.and adjusted by the National Geodetic Survey in May 1999.
 HA1523
 HA1523.The orthometric height was scaled from a topographic map.
 HA1523
 HA1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1523.GEOID18 height accuracy estimate available here.
 HA1523
 HA1523.Click photographs - Photos may exist for this station.
 HA1523
 HA1523.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1523
 HA1523. The following values were computed from the NAD 83(1997) position.
 HA1523
 HA1523;                    North         East     Units Scale Factor Converg.
 HA1523;SPC IN W     -   290,361.967   888,366.723   MT  0.99996833   -0 04 52.1
 HA1523;SPC IN W     -   952,629.22  2,914,583.16   sFT  0.99996833   -0 04 52.1
 HA1523;SPC KY1Z     - 1,170,844.038 1,371,057.352   MT  0.99990497   -0 53 59.2
 HA1523;SPC KY1Z     - 3,841,344.15  4,498,210.66   sFT  0.99990497   -0 53 59.2
 HA1523;SPC KY S     -   670,824.558   371,046.514   MT  0.99998802   -0 53 19.7
 HA1523;SPC KY S     - 2,200,863.57  1,217,341.77   sFT  0.99998802   -0 53 19.7
 HA1523;UTM  16      - 4,190,702.162   481,041.004   MT  0.99960443   -0 07 56.3
 HA1523
 HA1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1523!SPC IN W     -   0.99998260  x   0.99996833  =   0.99995093
 HA1523!SPC KY1Z     -   0.99998260  x   0.99990497  =   0.99988757
 HA1523!SPC KY S     -   0.99998260  x   0.99998802  =   0.99997062
 HA1523!UTM  16      -   0.99998260  x   0.99960443  =   0.99958703
 HA1523
 HA1523:                Primary Azimuth Mark                     Grid Az
 HA1523:SPC IN W     -  EUREKA AZ MK                             359 53 29.8
 HA1523:SPC KY1Z     -  EUREKA AZ MK                             000 42 36.9
 HA1523:SPC KY S     -  EUREKA AZ MK                             000 41 57.4
 HA1523:UTM  16      -  EUREKA AZ MK                             359 56 34.0
 HA1523
 HA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8104190702(NAD 83)
 HA1523
 HA1523|---------------------------------------------------------------------|
 HA1523| PID    Reference Object                     Distance      Geod. Az  |
 HA1523|                                                           dddmmss.s |
 HA1523| CG8609 EUREKA RM 1                          23.881 METERS 10404     |
 HA1523| HA1524 EUREKA 2                             18.081 METERS 17927     |
 HA1523| CG8610 EUREKA RM 2                          24.832 METERS 34417     |
 HA1523| CG8608 EUREKA AZ MK                                       3594837.7 |
 HA1523|---------------------------------------------------------------------|
 HA1523
 HA1523                          SUPERSEDED SURVEY CONTROL
 HA1523
 HA1523  NAD 83(1993)-  37 51 48.92667(N)    087 12 55.95032(W) AD(       ) 2
 HA1523  NAD 83(1986)-  37 51 48.93408(N)    087 12 55.95253(W) AD(       ) 2
 HA1523  NAD 27      -  37 51 48.76600(N)    087 12 55.94800(W) AD(       ) 2
 HA1523
 HA1523.Superseded values are not recommended for survey control.
 HA1523
 HA1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1523.See file dsdata.pdf to determine how the superseded data were derived.
 HA1523
 HA1523_MARKER: DS = TRIANGULATION STATION DISK
 HA1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1523_STAMPING: EUREKA 1945
 HA1523_MARK LOGO: CGS
 HA1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1523+STABILITY: SURFACE MOTION
 HA1523
 HA1523  HISTORY     - Date     Condition        Report By
 HA1523  HISTORY     - 1945     MONUMENTED       CGS
 HA1523  HISTORY     - 1946     GOOD             CGS
 HA1523  HISTORY     - 1950     SEE DESCRIPTION  CGS
 HA1523
 HA1523                          STATION DESCRIPTION
 HA1523
 HA1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1523'STATION IS LOCATED ABOUT 4 MILES S OF HATFIELD.  THE MARK IS SITUATED
 HA1523'ON A HIGH ROAD BANK, ABOUT 50 YARDS NW OF THE RUINS OF A
 HA1523'FARMHOUSE, 63 FEET E OF THE APROXIMATE CENTER OF THE ROAD, 27 FEET N
 HA1523'OF A DRIVEWAY, AND 18 FEET NE OF A STANDARD WITNESS POST.
 HA1523'
 HA1523'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---EUREKA
 HA1523'1945---AND PROJECTS 8 INCHES. UNDERGROUND MARK IS A BRONZE STATION
 HA1523'DISK IN CONCRETE.
 HA1523'
 HA1523'REFERENCE MARK 1 IS 78.35 FEET E OF THE STATION, IN A FENCE LINE, AND
 HA1523'15 FEET N OF THE CENTER OF THE DRIVEWAY.  IT IS A BRONZE REFERENCE
 HA1523'DISK IN CONCRETE, STAMPED---EUREKA NO. 1 1945---AND PROJECTS 3 INCHES.
 HA1523'
 HA1523'REFERENCE MARK 2 IS 81.47 FEET NNW OF THE STATION AND 5 FEET E OF A
 HA1523'N-S FENCE LINE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 HA1523'STAMPED---EUREKA NO.2 1945---AND PROJECTS 4 INCHES.
 HA1523'
 HA1523'THE AZIMUTH MARK IS 0.6 MILE NNW OF THE STATION, ON THE W SIDE OF THE
 HA1523'N-S ROAD, 27 FEET W OF THE APPROXIMATE CENTER OF THE N-S ROAD, AND
 HA1523'3 FEET S OF A STANDARD WITNESS POST.  THE MARK PROJECTS 5 INCHES AND
 HA1523'THE DISK IS STAMPED---EUREKA 1945---.  IT IS A BRONZE AZIMUTH DISK.
 HA1523'
 HA1523'TO REACH THE STATION FROM THE MAIN CROSSROADS IN HATFIELD, GO S ON
 HA1523'DIRT ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HA1523'CONTINUE S FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HA1523'
 HA1523'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1523
 HA1523                          STATION RECOVERY (1946)
 HA1523
 HA1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1523'STATION WAS RECOVERED AS DESCRIBED IN 1945.  ALL MARKS WERE FOUND TO
 HA1523'BE IN GOOD CONDITION AND THE DISTANCES TO THE REFERENCE MARKS
 HA1523'WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE DESCRIPTION FOLLOWS.
 HA1523'
 HA1523'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET
 HA1523'IN A SQUARE CONCRETE BASE.
 HA1523'
 HA1523'THE STATION IS LOCATED ON A RIDGE APPROXIMATELY 2.5 MILES SOUTH OF
 HA1523'HATFIELD AND 1 MILE SOUTH OF EUREKA, 21 FEET SOUTH OF A FENCELINE,
 HA1523'17 FEET NORTHEAST OF A STANDARD REFERENCE POST, 30 FEET NORTH OF THE
 HA1523'APPROXIMATE CENTERLINE OF A TRACK DRIVEWAY AND 24 FEET EAST OF THE
 HA1523'EAST EDGE OF A GRAVEL ROAD CUT.  THE MARK PROJECTS 8 INCHES AND THE
 HA1523'DISK IS STAMPED---EUREKA 1945---.
 HA1523'
 HA1523'REFERENCE MARK NO. 1 IS 78.35 FEET (23.880 METERS) EAST OF THE
 HA1523'STATION, 15 FEET NORTH OF THE CENTERLINE OF A DRIVE, 27 FEET
 HA1523'NORTHWEST OF AN 18-INCH ELM TREE AND 100 FEET NORTHWEST OF A BRICK
 HA1523'CHIMNEY.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED---EUREKA
 HA1523'NO. 1 1945---.
 HA1523'
 HA1523'REFERENCE MARK NO. 2 IS 81.47 FEET (24.840 METERS) NORTH-NORTHWEST OF
 HA1523'THE STATION, 9 FEET EAST OF THE EAST EDGE OF A GRAVEL ROAD, 59
 HA1523'FEET NORTH OF A FENCE CORNER AND 6 FEET EAST OF A FENCELINE.  THE MARK
 HA1523'PROJECTS 4 INCHES AND THE DISK IS STAMPED---EUREKA NO. 2 1945---.
 HA1523'
 HA1523'TO REACH THE STATION FROM THE QUALITY STORE AT HATFIELD, GO SOUTH ON
 HA1523'A GRAVEL ROAD FOR 1.7 MILES TO EUREKA, CONTINUE SOUTH FOR 0.6
 HA1523'MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE STATION IS REACHED FROM
 HA1523'HERE BY CONTINUING SOUTH FOR 0.6 MILE TO A DRIVEWAY AT THE LEFT,
 HA1523'JUST BEFORE REACHING THE SUMMIT OF A GRADE AND A LARGE BRICK HOUSE ON
 HA1523'THE RIGHT.
 HA1523
 HA1523                          STATION RECOVERY (1950)
 HA1523
 HA1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1523'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1523'GOOD CONDITION.  DISTANCE AND DIRECTION TO ALL MARKS WERE
 HA1523'CHECKED AS NOTED ABOVE.  DUE TO THE REQUEST OF THE PROPERTY OWNER
 HA1523'(WILLIAM E. PAYTON) THIS STATION WAS MOVED TO A NEW LOCATION.
 HA1523'ALL OLD MARKS (EXCEPT THE AZIMUTH MARK) WERE DESTROYED BY THIS PARTY.
 HA1523'
 HA1523'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1524 ***********************************************************************
 HA1524  DESIGNATION -  EUREKA 2
 HA1524  PID         -  HA1524
 HA1524  STATE/COUNTY-  IN/SPENCER
 HA1524  COUNTRY     -  US
 HA1524  USGS QUAD   -  OWENSBORO WEST (2019)
 HA1524
 HA1524                         *CURRENT SURVEY CONTROL
 HA1524  ______________________________________________________________________
 HA1524* NAD 83(1997) POSITION- 37 51 48.33922(N) 087 12 55.94307(W)   ADJUSTED
 HA1524* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 HA1524  ______________________________________________________________________
 HA1524  GEOID HEIGHT    -        -30.987 (meters)                     GEOID18
 HA1524  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HA1524  HORZ ORDER      -  SECOND
 HA1524
 HA1524.The horizontal coordinates were established by classical geodetic methods
 HA1524.and adjusted by the National Geodetic Survey in May 1999.
 HA1524
 HA1524.The orthometric height was scaled from a topographic map.
 HA1524
 HA1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1524.GEOID18 height accuracy estimate available here.
 HA1524
 HA1524.Click photographs - Photos may exist for this station.
 HA1524
 HA1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1524
 HA1524. The following values were computed from the NAD 83(1997) position.
 HA1524
 HA1524;                    North         East     Units Scale Factor Converg.
 HA1524;SPC IN W     -   290,343.887   888,366.869   MT  0.99996833   -0 04 52.1
 HA1524;SPC IN W     -   952,569.90  2,914,583.64   sFT  0.99996833   -0 04 52.1
 HA1524;UTM  16      - 4,190,684.088   481,041.134   MT  0.99960443   -0 07 56.3
 HA1524
 HA1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1524!SPC IN W     -   0.99998260  x   0.99996833  =   0.99995093
 HA1524!UTM  16      -   0.99998260  x   0.99960443  =   0.99958703
 HA1524
 HA1524:                Primary Azimuth Mark                     Grid Az
 HA1524:SPC IN W     -  EUREKA 2 AZ MK                           359 52 37.6
 HA1524:UTM  16      -  EUREKA 2 AZ MK                           359 55 41.8
 HA1524
 HA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8104190684(NAD 83)
 HA1524
 HA1524|---------------------------------------------------------------------|
 HA1524| PID    Reference Object                     Distance      Geod. Az  |
 HA1524|                                                           dddmmss.s |
 HA1524| CG8612 EUREKA 2 RM 3                        12.390 METERS 18859     |
 HA1524| CG8613 EUREKA 2 RM 4                         6.706 METERS 28058     |
 HA1524| HA1523 EUREKA                               18.081 METERS 35927     |
 HA1524| CG8611 EUREKA 2 AZ MK                                     3594745.5 |
 HA1524|---------------------------------------------------------------------|
 HA1524
 HA1524                          SUPERSEDED SURVEY CONTROL
 HA1524
 HA1524  NAD 83(1993)-  37 51 48.34026(N)    087 12 55.94329(W) AD(       ) 2
 HA1524  NAD 83(1986)-  37 51 48.34766(N)    087 12 55.94550(W) AD(       ) 2
 HA1524  NAD 27      -  37 51 48.18000(N)    087 12 55.94100(W) AD(       ) 2
 HA1524
 HA1524.Superseded values are not recommended for survey control.
 HA1524
 HA1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1524.See file dsdata.pdf to determine how the superseded data were derived.
 HA1524
 HA1524_MARKER: DS = TRIANGULATION STATION DISK
 HA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1524_STAMPING: EUREKA 2 1950
 HA1524_MARK LOGO: CGS
 HA1524_PROJECTION: FLUSH
 HA1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1524+STABILITY: SURFACE MOTION
 HA1524
 HA1524  HISTORY     - Date     Condition        Report By
 HA1524  HISTORY     - 1950     MONUMENTED       CGS
 HA1524  HISTORY     - 1965     GOOD             AIRSUR
 HA1524
 HA1524                          STATION DESCRIPTION
 HA1524
 HA1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1524'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF OWENSBORO, KENTUCKY
 HA1524'AND 4 MILES SOUTH OF HATFIELD ON A BANK ABOUT 8 FEET ABOVE THE LEVEL
 HA1524'OF THE ROAD.  IT IS 56 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 29
 HA1524'FEET SOUTH OF CENTER OF A DIRT DRIVEWAY AND 25 FEET EAST OF A
 HA1524'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HA1524'IS STAMPED---EUREKA 2 1950---.
 HA1524'
 HA1524'REFERENCE MARK NO. 3 IS 55 FEET EAST OF CENTER OF GRAVEL ROAD AND 50
 HA1524'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 HA1524'GROUND AND THE DISK IS STAMPED---EUREKA 2 NO 3 1950---.
 HA1524'
 HA1524'REFERENCE MARK NO. 4 IS 40 FT E OF CENTER OF GRAVEL ROAD, 28 FEET
 HA1524'SOUTH OF CENTER OF DIRT DRIVEWAY AND 4 FEET SOUTHEAST OF A WHITE
 HA1524'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HA1524'STAMPED---EUREKA 2 NO 4 1950---.
 HA1524'
 HA1524'AZIMUTH MARK IS 27 FEET WEST OF CENTER OF GRAVEL ROAD AND 3 FEET
 HA1524'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 HA1524'INCHES AND THE DISK IS STAMPED---EUREKA 1945---.
 HA1524'
 HA1524'TO REACH STATION FROM THE MAIN CROSS STREET IN HATFIELD, GO SOUTH ON
 HA1524'A GRAVEL ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON RIGHT OR WEST
 HA1524'OF ROAD AS DESCRIBED, CONTINUE AHEAD ON GRAVEL ROAD FOR 0.6 MILE TO
 HA1524'THE STATION ON LEFT AS DESCRIBED.
 HA1524'
 HA1524'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HA1524
 HA1524                          STATION RECOVERY (1965)
 HA1524
 HA1524'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1524'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT
 HA1524'VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1670 ***********************************************************************
 HA1670  DESIGNATION -  EVANSVILLE
 HA1670  PID         -  HA1670
 HA1670  STATE/COUNTY-  IN/VANDERBURGH
 HA1670  COUNTRY     -  US
 HA1670  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1670
 HA1670                         *CURRENT SURVEY CONTROL
 HA1670  ______________________________________________________________________
 HA1670* NAD 83(1997) POSITION- 37 58 16.54005(N) 087 31 54.06301(W)   ADJUSTED
 HA1670* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 HA1670  ______________________________________________________________________
 HA1670  GEOID HEIGHT    -        -31.043 (meters)                     GEOID18
 HA1670  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 HA1670  HORZ ORDER      -  FIRST
 HA1670
 HA1670.The horizontal coordinates were established by classical geodetic methods
 HA1670.and adjusted by the National Geodetic Survey in May 1999.
 HA1670
 HA1670.The orthometric height was scaled from a topographic map.
 HA1670
 HA1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1670.GEOID18 height accuracy estimate available here.
 HA1670
 HA1670.Click photographs - Photos may exist for this station.
 HA1670
 HA1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1670
 HA1670. The following values were computed from the NAD 83(1997) position.
 HA1670
 HA1670;                    North         East     Units Scale Factor Converg.
 HA1670;SPC IN W     -   302,399.061   860,606.094   MT  0.99998577   -0 16 33.1
 HA1670;SPC IN W     -   992,120.92  2,823,505.16   sFT  0.99998577   -0 16 33.1
 HA1670;SPC KY1Z     - 1,183,275.550 1,343,473.421   MT  0.99990631   -1 05 38.0
 HA1670;SPC KY1Z     - 3,882,129.87  4,407,712.38   sFT  0.99990631   -1 05 38.0
 HA1670;SPC KY S     -   683,251.352   343,457.406   MT  1.00000714   -1 04 49.9
 HA1670;SPC KY S     - 2,241,633.81  1,126,826.51   sFT  1.00000714   -1 04 49.9
 HA1670;UTM  16      - 4,202,759.704   453,301.175   MT  0.99962686   -0 19 37.7
 HA1670
 HA1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1670!SPC IN W     -   0.99998653  x   0.99998577  =   0.99997230
 HA1670!SPC KY1Z     -   0.99998653  x   0.99990631  =   0.99989284
 HA1670!SPC KY S     -   0.99998653  x   1.00000714  =   0.99999367
 HA1670!UTM  16      -   0.99998653  x   0.99962686  =   0.99961339
 HA1670
 HA1670:                Primary Azimuth Mark                     Grid Az
 HA1670:SPC IN W     -  ELLERBUSCH                               096 06 15.0
 HA1670:SPC KY1Z     -  ELLERBUSCH                               096 55 19.9
 HA1670:SPC KY S     -  ELLERBUSCH                               096 54 31.8
 HA1670:UTM  16      -  ELLERBUSCH                               096 09 19.6
 HA1670
 HA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5330102759(NAD 83)
 HA1670
 HA1670|---------------------------------------------------------------------|
 HA1670| PID    Reference Object                     Distance      Geod. Az  |
 HA1670|                                                           dddmmss.s |
 HA1670| HA1551 ELLERBUSCH                          APPROX.10.5 KM 0954941.9 |
 HA1670| CG8615 EVANSVILLE RM 1                      54.218 METERS 12400     |
 HA1670| CG8614 EVANSVILLE AZ MK                                   1262641.4 |
 HA1670| HA1672 HENDERSON BLACK STANDPIPE           APPROX.13.6 KM 1984410.3 |
 HA1670| CG8616 EVANSVILLE RM 2                      56.303 METERS 23240     |
 HA1670| HA1667 EVANSVILLE COURTHOUSE SPIRE         APPROX. 3.6 KM 2744630.5 |
 HA1670| JA2038 ALUMINUM TK 3 MI N EVANSVILLE       APPROX. 7.7 KM 3371813.6 |
 HA1670|---------------------------------------------------------------------|
 HA1670
 HA1670                          SUPERSEDED SURVEY CONTROL
 HA1670
 HA1670  NAD 83(1993)-  37 58 16.54306(N)    087 31 54.05815(W) AD(       ) 1
 HA1670  NAD 83(1986)-  37 58 16.54852(N)    087 31 54.06250(W) AD(       ) 1
 HA1670  NAD 27      -  37 58 16.40000(N)    087 31 54.01200(W) AD(       ) 1
 HA1670
 HA1670.Superseded values are not recommended for survey control.
 HA1670
 HA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1670.See file dsdata.pdf to determine how the superseded data were derived.
 HA1670
 HA1670_MARKER: DS = TRIANGULATION STATION DISK
 HA1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1670_STAMPING: EVANSVILLE 1934
 HA1670_MARK LOGO: CGS
 HA1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1670+STABILITY: SURFACE MOTION
 HA1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1670+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2011
 HA1670
 HA1670  HISTORY     - Date     Condition        Report By
 HA1670  HISTORY     - 1934     MONUMENTED       CGS
 HA1670  HISTORY     - 1961     GOOD             CGS
 HA1670  HISTORY     - 1961     GOOD             CGS
 HA1670  HISTORY     - 1964     GOOD             CGS
 HA1670  HISTORY     - 1987     GOOD             USPSQD
 HA1670  HISTORY     - 19941028 GOOD             USPSQD
 HA1670  HISTORY     - 20110626 GOOD             PICI
 HA1670  HISTORY     - 20110826 GOOD             PICI
 HA1670
 HA1670                          STATION DESCRIPTION
 HA1670
 HA1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HA1670'STATION IS ON THE CAMPUS OF EVANSVILLE COLLEGE ON THE NORTH SIDE OF
 HA1670'LINCOLN AVENUE, STATE HIGHWAY 66, JUST WITHIN THE CITY LIMITS.
 HA1670'STATION IS ON THE LAWN DIRECTLY SOUTH OF THE MAIN ENTRANCE TO
 HA1670'ADMINISTRATION HALL (MAIN BUILDING), 30 FEET SOUTH OF THE CENTER LINE
 HA1670'OF SEMI-CIRCULAR DRIVE AND 82.5 FEET SOUTH OF THE ARCH AT SOUTH
 HA1670'ENTRANCE TO BUILDING.
 HA1670'
 HA1670'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA1670'SET IN CONCRETE.
 HA1670'
 HA1670'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ON THE LAWN 18 FEET WEST
 HA1670'OF THE CENTER LINE OF EXIT DRIVE.
 HA1670'
 HA1670'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 294.63 FEET WEST OF
 HA1670'REFERENCE MARK NO. 1, 16 FEET EAST OF CENTER LINE OF ENTRANCE
 HA1670'DRIVE.
 HA1670'
 HA1670'AZIMUTH MARK IS SOUTHEAST OF STATION, SET IN CONCRETE SIDEWALK CURB
 HA1670'ON NORTH SIDE OF LINCOLN AVENUE.  IT IS 20 FEET NORTH OF CENTER
 HA1670'LINE OF LINCOLN AVENUE, 32 FEET WEST OF CENTER LINE OF SWEINBACH
 HA1670'AVENUE, 15 FEET SOUTHWEST OF FIRE HYDRANT.
 HA1670'
 HA1670'A 90-FOOT TOWER REQUIRED.
 HA1670'
 HA1670'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 HA1670
 HA1670                          STATION RECOVERY (1961)
 HA1670
 HA1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 HA1670'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED IN GOOD
 HA1670'CONDITION.  THE REFERENCE MARK NUMBER 2 MONUMENT IS STILL IN PLACE
 HA1670'AND THE HOLE AND IMPRINT OF THE DISK IS STILL VISIBLE.  THE AZIMUTH
 HA1670'MARK IS OBSTRUCTED.  A 90 FOOT TOWER WOULD BE REQUIRED TO SEE OUT.
 HA1670'
 HA1670'THE DISTANCE AND DIRECTIONS TO THE MARKS WERE NOT CHECKED AT THIS
 HA1670'TIME.
 HA1670
 HA1670                          STATION RECOVERY (1961)
 HA1670
 HA1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 HA1670'STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 HA1670'REFERENCE MARK NO 2 WAS DESTROYED.  THE AZUMUTH MARK WAS SEARCHED
 HA1670'FOR BRIEFLY BUT NOT FOUND.
 HA1670
 HA1670                          STATION RECOVERY (1964)
 HA1670
 HA1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FAS)
 HA1670'RECOVERED IN GOOD CONDITION.
 HA1670'
 HA1670'THE DISK IN RM 2 HAS BEEN CHISELED OUT.  THE AZIMUTH MARK WAS NOT
 HA1670'RECOVERED AND IS BELIEVED DESTROYED BECAUSE OF A CHANGE IN THE
 HA1670'CONCRETE CURB IT WAS SET IN.  RM 1 WAS RECOVERED IN GOOD CONDITION.
 HA1670
 HA1670                          STATION RECOVERY (1987)
 HA1670
 HA1670'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1670'RECOVERED IN GOOD CONDITION.
 HA1670
 HA1670                          STATION RECOVERY (1994)
 HA1670
 HA1670'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1670'RECOVERED IN GOOD CONDITION.
 HA1670
 HA1670                          STATION RECOVERY (2011)
 HA1670
 HA1670'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 HA1670'RECOVERED IN GOOD CONDITION.
 HA1670
 HA1670                          STATION RECOVERY (2011)
 HA1670
 HA1670'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2011 (TF)
 HA1670'I REPORTED THE INCORRECT RECOVERY DATE EARLIER TODAY, RECOVERY DATE IS
 HA1670'08-26-2011
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4644 ***********************************************************************
 DM4644  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4644  DESIGNATION -  EVANSVILLE CORS ARP
 DM4644  CORS_ID     -  INES
 DM4644  PID         -  DM4644
 DM4644  STATE/COUNTY-  IN/VANDERBURGH
 DM4644  COUNTRY     -  US
 DM4644  USGS QUAD   -  HAUBSTADT (2019)
 DM4644
 DM4644                         *CURRENT SURVEY CONTROL
 DM4644  ______________________________________________________________________
 DM4644* NAD 83(2011) POSITION- 38 07 45.92891(N) 087 33 01.84951(W)   ADJUSTED
 DM4644* NAD 83(2011) ELLIP HT-   112.682 (meters)        (04/??/25)   ADJUSTED
 DM4644* NAD 83(2011) EPOCH   -  2010.00
 DM4644  ______________________________________________________________________
 DM4644  GEOID HEIGHT    -        -31.261 (meters)                     GEOID18
 DM4644  NAD 83(2011) X  -    214,704.116 (meters)                     COMP
 DM4644  NAD 83(2011) Y  - -5,019,070.513 (meters)                     COMP
 DM4644  NAD 83(2011) Z  -  3,916,823.983 (meters)                     COMP
 DM4644
 DM4644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4644  Standards:
 DM4644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4644  -------------------------------------------------------------------
 DM4644  NETWORK    0.06   0.08           0.02   0.02   0.04     -0.30808900
 DM4644  -------------------------------------------------------------------
 DM4644
 DM4644.The coordinates were established by GPS observations
 DM4644.and adjusted by the National Geodetic Survey in April 2025.
 DM4644
 DM4644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4644.been affixed to the stable North American Tectonic Plate. 
 DM4644
 DM4644.The coordinates are valid at the epoch date displayed above
 DM4644.which is a decimal equivalence of Year/Month/Day.
 DM4644
 DM4644.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4644.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4644.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4644.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4644.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4644.published epoch of 2010.00.
 DM4644
 DM4644.Additional information on MYCS is available at:
 DM4644.https://geodesy.noaa.gov/CORS/index.shtml
 DM4644
 DM4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4644.GEOID18 height accuracy estimate available here.
 DM4644
 DM4644.The PID for the CORS L1 Phase Center is DM4645.
 DM4644
 DM4644.Click photographs - Photos may exist for this station.
 DM4644
 DM4644.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4644
 DM4644.The ellipsoidal height was determined by GPS observations
 DM4644.and is referenced to NAD 83.
 DM4644
 DM4644. The following values were computed from the NAD 83(2011) position.
 DM4644
 DM4644;                    North         East     Units Scale Factor Converg.
 DM4644;SPC IN W     -   319,962.500   859,039.871   MT  0.99998732   -0 17 18.5
 DM4644;SPC IN W     - 1,049,743.64  2,818,366.64   sFT  0.99998732   -0 17 18.5
 DM4644;UTM  16      - 4,220,318.239   451,751.254   MT  0.99962867   -0 20 23.7
 DM4644
 DM4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4644!SPC IN W     -   0.99998232  x   0.99998732  =   0.99996964
 DM4644!UTM  16      -   0.99998232  x   0.99962867  =   0.99961100
 DM4644
 DM4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5175120318(NAD 83)
 DM4644
 DM4644                          SUPERSEDED SURVEY CONTROL
 DM4644
 DM4644  NAD 83(2011)-  38 07 45.92897(N)    087 33 01.84952(W) AD(2010.00) c
 DM4644  ELLIP H (06/??/19)  112.685  (m)                       GP(2010.00) c c
 DM4644  NAD 83(2011)-  38 07 45.92892(N)    087 33 01.84877(W) AD(2010.00) c
 DM4644  NAD 83(2011)-  38 07 45.92897(N)    087 33 01.84956(W) AD(2010.00) c
 DM4644  ELLIP H (08/??/11)  112.675  (m)                       GP(2010.00) c c
 DM4644  NAD 83(CORS)-  38 07 45.92941(N)    087 33 01.85053(W) AD(2002.00) c
 DM4644  ELLIP H (12/??/10)  112.658  (m)                       GP(2002.00) c c
 DM4644
 DM4644.Superseded values are not recommended for survey control.
 DM4644
 DM4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4644.See file dsdata.pdf to determine how the superseded data were derived.
 DM4644
 DM4644_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4644
 DM4644                          STATION DESCRIPTION
 DM4644
 DM4644'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4644'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4644'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4644'AND LOG FILES ACCESSIBLE AT:
 DM4644'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1667 ***********************************************************************
 HA1667  DESIGNATION -  EVANSVILLE COURTHOUSE SPIRE
 HA1667  PID         -  HA1667
 HA1667  STATE/COUNTY-  IN/VANDERBURGH
 HA1667  COUNTRY     -  US
 HA1667  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1667
 HA1667                         *CURRENT SURVEY CONTROL
 HA1667  ______________________________________________________________________
 HA1667* NAD 83(1997) POSITION- 37 58 26.17313(N) 087 34 20.12138(W)   ADJUSTED
 HA1667  ______________________________________________________________________
 HA1667  GEOID HEIGHT    -        -31.015 (meters)                     GEOID18
 HA1667  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 HA1667  HORZ ORDER      -  THIRD
 HA1667
 HA1667.The horizontal coordinates were established by classical geodetic methods
 HA1667.and adjusted by the National Geodetic Survey in May 1999.
 HA1667
 HA1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1667.GEOID18 height accuracy estimate available here.
 HA1667
 HA1667.Click photographs - Photos may exist for this station.
 HA1667
 HA1667.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1667
 HA1667. The following values were computed from the NAD 83(1997) position.
 HA1667
 HA1667;                    North         East     Units Scale Factor Converg.
 HA1667;SPC IN W     -   302,714.003   857,042.835   MT  0.99998939   -0 18 03.0
 HA1667;SPC IN W     -   993,154.19  2,811,814.70   sFT  0.99998939   -0 18 03.0
 HA1667;SPC KY1Z     - 1,183,641.300 1,339,915.310   MT  0.99990638   -1 07 07.7
 HA1667;SPC KY1Z     - 3,883,329.83  4,396,038.81   sFT  0.99990638   -1 07 07.7
 HA1667;SPC KY S     -   683,616.299   339,898.848   MT  1.00000766   -1 06 18.5
 HA1667;SPC KY S     - 2,242,831.14  1,115,151.47   sFT  1.00000766   -1 06 18.5
 HA1667;UTM  16      - 4,203,077.721   449,739.476   MT  0.99963111   -0 21 07.6
 HA1667
 HA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4973903077(NAD 83)
 HA1667
 HA1667                          SUPERSEDED SURVEY CONTROL
 HA1667
 HA1667  NAD 83(1993)-  37 58 26.17622(N)    087 34 20.11639(W) AD(       ) 3
 HA1667  NAD 83(1986)-  37 58 26.18170(N)    087 34 20.12180(W) AD(       ) 3
 HA1667  NAD 27      -  37 58 26.03600(N)    087 34 20.06800(W) AD(       ) 3
 HA1667
 HA1667.Superseded values are not recommended for survey control.
 HA1667
 HA1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1667.See file dsdata.pdf to determine how the superseded data were derived.
 HA1667
 HA1667_MARKER: 89 = SPIRE
 HA1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1667+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2010
 HA1667
 HA1667  HISTORY     - Date     Condition        Report By
 HA1667  HISTORY     - 1934     FIRST OBSERVED   CGS
 HA1667  HISTORY     - 1960     GOOD             CGS
 HA1667  HISTORY     - 1987     GOOD             USPSQD
 HA1667  HISTORY     - 19940925 GOOD             USPSQD
 HA1667  HISTORY     - 19981107 GOOD             USPSQD
 HA1667  HISTORY     - 20080930 GOOD             GEOCAC
 HA1667  HISTORY     - 20101220 GOOD             GEOCAC
 HA1667
 HA1667                          STATION DESCRIPTION
 HA1667
 HA1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 HA1667'THE STATION WAS RECOVERED IN GOOD CONDITION.  LOCAL AUTHORITIES
 HA1667'AFFIRM THE COURTHOUSE STRUCTURE IS ESSENTIALLY THE SAME AS WHEN THE
 HA1667'POSITION WAS ESTABLISHED IN 1934.  THE STATION WAS NOT DESCRIBED AND
 HA1667'ITS NAME IS MISLEADING.  A PRESENT DAY DESCRIPTION FOLLOWS-
 HA1667'
 HA1667'THE STATION IS LOCATED IN THE EVANSVILLE CITY SQUARE BOUNDED BY
 HA1667'THIRD, FOURTH, VINE AND COURT STREETS.  THE MARK IS THE SHORT FLAG
 HA1667'POLE AT THE CENTER OF THE CUPOLA ON THE TOP OF THE DOME-SHAPED COPPER
 HA1667'ROOF COVERING THE ORNATE STONE CLOCK AND BELL TOWER AT THE
 HA1667'GEOMETRIC CENTER OF THE COURTHOUSE.
 HA1667
 HA1667                          STATION RECOVERY (1987)
 HA1667
 HA1667'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1667'RECOVERED IN GOOD CONDITION.
 HA1667
 HA1667                          STATION RECOVERY (1994)
 HA1667
 HA1667'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1667'RECOVERED IN GOOD CONDITION.
 HA1667
 HA1667                          STATION RECOVERY (1998)
 HA1667
 HA1667'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1667'RECOVERED IN GOOD CONDITION.
 HA1667
 HA1667                          STATION RECOVERY (2008)
 HA1667
 HA1667'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1667'RECOVERED IN GOOD CONDITION.
 HA1667
 HA1667                          STATION RECOVERY (2010)
 HA1667
 HA1667'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1667'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1668 ***********************************************************************
 HA1668  DESIGNATION -  EVANSVILLE RADIO STA WIKY TWR
 HA1668  PID         -  HA1668
 HA1668  STATE/COUNTY-  IN/VANDERBURGH
 HA1668  COUNTRY     -  US
 HA1668  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1668
 HA1668                         *CURRENT SURVEY CONTROL
 HA1668  ______________________________________________________________________
 HA1668* NAD 83(1997) POSITION- 37 59 17.80362(N) 087 35 50.25874(W)   ADJUSTED
 HA1668  ______________________________________________________________________
 HA1668  GEOID HEIGHT    -        -31.015 (meters)                     GEOID18
 HA1668  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 HA1668  HORZ ORDER      -  THIRD
 HA1668
 HA1668.The horizontal coordinates were established by classical geodetic methods
 HA1668.and adjusted by the National Geodetic Survey in May 1999.
 HA1668
 HA1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1668.GEOID18 height accuracy estimate available here.
 HA1668
 HA1668.Click photographs - Photos may exist for this station.
 HA1668
 HA1668.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1668
 HA1668. The following values were computed from the NAD 83(1997) position.
 HA1668
 HA1668;                    North         East     Units Scale Factor Converg.
 HA1668;SPC IN W     -   304,317.696   854,851.734   MT  0.99999176   -0 18 58.9
 HA1668;SPC IN W     -   998,415.64  2,804,626.06   sFT  0.99999176   -0 18 58.9
 HA1668;UTM  16      - 4,204,682.800   447,550.596   MT  0.99963388   -0 22 03.5
 HA1668
 HA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4755004682(NAD 83)
 HA1668
 HA1668                          SUPERSEDED SURVEY CONTROL
 HA1668
 HA1668  NAD 83(1993)-  37 59 17.80906(N)    087 35 50.25837(W) AD(       ) 3
 HA1668  NAD 83(1986)-  37 59 17.81362(N)    087 35 50.26178(W) AD(       ) 3
 HA1668  NAD 27      -  37 59 17.66591(N)    087 35 50.18884(W) AD(       ) 3
 HA1668
 HA1668.Superseded values are not recommended for survey control.
 HA1668
 HA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1668.See file dsdata.pdf to determine how the superseded data were derived.
 HA1668
 HA1668_MARKER: 43 = RADIO/TV TOWER
 HA1668
 HA1668  HISTORY     - Date     Condition        Report By
 HA1668  HISTORY     - 1961     FIRST OBSERVED   CGS
 HA1668  HISTORY     - 1961     GOOD             CGS
 HA1668  HISTORY     - 1987     GOOD             USPSQD
 HA1668  HISTORY     - 19941029 GOOD             USPSQD
 HA1668  HISTORY     - 19981107 GOOD             USPSQD
 HA1668
 HA1668                          STATION DESCRIPTION
 HA1668
 HA1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 HA1668'THE STATION IS LOCATED IN THE WEST PART OF EVANSVILLE, ABOUT 0.25
 HA1668'MILE NORTHEAST OF THE INTERSECTION OF ST. JOSEPH AVENUE AND W.
 HA1668'MARYLAND STREET AND ABOUT 0.25 MILE NORTHEAST OF THE SOUTHEAST CORNER
 HA1668'OF THE MUNICIPAL GOLF COURSE.
 HA1668'
 HA1668'TO REACH THE STATION FROM THE INTERSECTION OF ST. JOSEPH AVENUE AND
 HA1668'W. MARYLAND STREET, GO EAST ON W. MARYLAND STREET FOR 0.2 MILE TO
 HA1668'MT. AUBURN STREET, TURN LEFT AND GO NORTH ON MT. AUBURN STREET FOR
 HA1668'0.2 MILE TO FORKS, TURN LEFT AND GO NORTHWEST FOR 0.15 MILE TO
 HA1668'THE STATION ON THE LEFT.
 HA1668'
 HA1668'THE STATION IS A STEEL TOWER, PAINTED ORANGE AND WHITE, IS 480 FEET
 HA1668'HIGH AND HAS A RED LIGHT ON TOP.
 HA1668'
 HA1668'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP CENTER.
 HA1668
 HA1668                          STATION RECOVERY (1961)
 HA1668
 HA1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 HA1668'STATION RECOVERED AS DESCRIBED.
 HA1668
 HA1668                          STATION RECOVERY (1987)
 HA1668
 HA1668'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1668'RECOVERED IN GOOD CONDITION.
 HA1668
 HA1668                          STATION RECOVERY (1994)
 HA1668
 HA1668'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1668'RECOVERED IN GOOD CONDITION.
 HA1668
 HA1668                          STATION RECOVERY (1998)
 HA1668
 HA1668'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1669 ***********************************************************************
 HA1669  DESIGNATION -  EVANSVILLE TV STA WFIE MAST
 HA1669  PID         -  HA1669
 HA1669  STATE/COUNTY-  IN/VANDERBURGH
 HA1669  COUNTRY     -  US
 HA1669  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1669
 HA1669                         *CURRENT SURVEY CONTROL
 HA1669  ______________________________________________________________________
 HA1669* NAD 83(1997) POSITION- 37 59 18.91967(N) 087 35 41.08860(W)   ADJUSTED
 HA1669  ______________________________________________________________________
 HA1669  GEOID HEIGHT    -        -31.018 (meters)                     GEOID18
 HA1669  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 HA1669  HORZ ORDER      -  THIRD
 HA1669
 HA1669.The horizontal coordinates were established by classical geodetic methods
 HA1669.and adjusted by the National Geodetic Survey in May 1999.
 HA1669
 HA1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1669.GEOID18 height accuracy estimate available here.
 HA1669
 HA1669.Click photographs - Photos may exist for this station.
 HA1669
 HA1669.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1669
 HA1669. The following values were computed from the NAD 83(1997) position.
 HA1669
 HA1669;                    North         East     Units Scale Factor Converg.
 HA1669;SPC IN W     -   304,350.874   855,075.686   MT  0.99999151   -0 18 53.2
 HA1669;SPC IN W     -   998,524.49  2,805,360.81   sFT  0.99999151   -0 18 53.2
 HA1669;UTM  16      - 4,204,715.765   447,774.497   MT  0.99963359   -0 21 57.9
 HA1669
 HA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4777404715(NAD 83)
 HA1669
 HA1669                          SUPERSEDED SURVEY CONTROL
 HA1669
 HA1669  NAD 83(1993)-  37 59 18.92511(N)    087 35 41.08825(W) AD(       ) 3
 HA1669  NAD 83(1986)-  37 59 18.92967(N)    087 35 41.09171(W) AD(       ) 3
 HA1669  NAD 27      -  37 59 18.78194(N)    087 35 41.01908(W) AD(       ) 3
 HA1669
 HA1669.Superseded values are not recommended for survey control.
 HA1669
 HA1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1669.See file dsdata.pdf to determine how the superseded data were derived.
 HA1669
 HA1669_MARKER: 42 = RADIO/TV MAST
 HA1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1669+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2010
 HA1669
 HA1669  HISTORY     - Date     Condition        Report By
 HA1669  HISTORY     - 1961     FIRST OBSERVED   CGS
 HA1669  HISTORY     - 1970     GOOD             NGS
 HA1669  HISTORY     - 1987     GOOD             USPSQD
 HA1669  HISTORY     - 19941029 GOOD             USPSQD
 HA1669  HISTORY     - 19981107 GOOD             USPSQD
 HA1669  HISTORY     - 20101218 GOOD             GEOCAC
 HA1669
 HA1669                          STATION DESCRIPTION
 HA1669
 HA1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 HA1669'THE STATION IS LOCATED IN THE WEST PART OF EVANSVILLE, ABOUT 0.3 MILE
 HA1669'NORTHEAST OF THE INTERSECTION OF ST. JOHEPH AVENUE AND W.
 HA1669'MARYLAND STREET AND ABOUT 0.3 MILE NORTHWEST OF THE SOUTHEAST CORNER
 HA1669'OF THE MUNICIPAL GOLF COURSE.
 HA1669'
 HA1669'TO REACH THE STATION FROM THE INTERSECTION OF ST. JOSEPH AVENUE AND
 HA1669'W. MARYLAND STREET IN THE WEST EDGE OF EVANSVILLE, GO EAST ON W.
 HA1669'MARYLAND STREET FOR 0.2 MILE TO MT. AUBURN STREET, TURN LEFT, GO
 HA1669'NORTH ON MT. AUBURN STREET FOR 0.2 MILE TO THE STATION ON THE
 HA1669'RIGHT.
 HA1669'
 HA1669'THE STATION IS A STEEL STRUCTURE, PAINTED ORANGE AND WHITE,
 HA1669'APPROXIMATELY 530 FEET HIGH AND HAS A RED LIGHT ON TOP.
 HA1669'
 HA1669'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP CENTER.
 HA1669
 HA1669                          STATION RECOVERY (1970)
 HA1669
 HA1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 HA1669'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HA1669
 HA1669                          STATION RECOVERY (1987)
 HA1669
 HA1669'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1669'RECOVERED IN GOOD CONDITION.
 HA1669
 HA1669                          STATION RECOVERY (1994)
 HA1669
 HA1669'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1669'RECOVERED IN GOOD CONDITION.
 HA1669
 HA1669                          STATION RECOVERY (1998)
 HA1669
 HA1669'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1669'RECOVERED IN GOOD CONDITION.
 HA1669
 HA1669                          STATION RECOVERY (2010)
 HA1669
 HA1669'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1669'MAST OBSERVED STANDING IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1820 ***********************************************************************
 KA1820  DESIGNATION -  EVERSOLE
 KA1820  PID         -  KA1820
 KA1820  STATE/COUNTY-  IN/VIGO
 KA1820  COUNTRY     -  US
 KA1820  USGS QUAD   -  SEELYVILLE (2019)
 KA1820
 KA1820                         *CURRENT SURVEY CONTROL
 KA1820  ______________________________________________________________________
 KA1820* NAD 83(1997) POSITION- 39 26 22.83446(N) 087 17 43.29653(W)   ADJUSTED
 KA1820* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 KA1820  ______________________________________________________________________
 KA1820  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KA1820  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 KA1820  HORZ ORDER      -  THIRD
 KA1820
 KA1820.The horizontal coordinates were established by classical geodetic methods
 KA1820.and adjusted by the National Geodetic Survey in May 1999.
 KA1820
 KA1820.The orthometric height was scaled from a topographic map.
 KA1820
 KA1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1820.GEOID18 height accuracy estimate available here.
 KA1820
 KA1820.Click photographs - Photos may exist for this station.
 KA1820
 KA1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1820
 KA1820. The following values were computed from the NAD 83(1997) position.
 KA1820
 KA1820;                    North         East     Units Scale Factor Converg.
 KA1820;SPC IN W     -   465,328.835   881,747.694   MT  0.99997077   -0 08 04.9
 KA1820;SPC IN W     - 1,526,666.35  2,892,867.23   sFT  0.99997077   -0 08 04.9
 KA1820;UTM  16      - 4,365,611.391   474,583.266   MT  0.99960795   -0 11 15.5
 KA1820
 KA1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1820!SPC IN W     -   0.99997724  x   0.99997077  =   0.99994801
 KA1820!UTM  16      -   0.99997724  x   0.99960795  =   0.99958520
 KA1820
 KA1820:                Primary Azimuth Mark                     Grid Az
 KA1820:SPC IN W     -  EVERSOLE AZ MK RESET                     143 16 15.5
 KA1820:UTM  16      -  EVERSOLE AZ MK RESET                     143 19 26.1
 KA1820
 KA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7458365611(NAD 83)
 KA1820
 KA1820|---------------------------------------------------------------------|
 KA1820| PID    Reference Object                     Distance      Geod. Az  |
 KA1820|                                                           dddmmss.s |
 KA1820| CM3494 EVERSOLE RM 1                        29.435 METERS 08608     |
 KA1820| CM3493 EVERSOLE AZ MK RESET                               1430810.6 |
 KA1820| KA1819 EVERSOLE AZ MK                      APPROX. 0.7 KM 1812715.4 |
 KA1820| KA1821 NO 317                              APPROX. 0.7 KM 2020530.5 |
 KA1820| CM3495 EVERSOLE RM 2                        29.984 METERS 20727     |
 KA1820| KA1818 NO 619                               30.053 METERS 28538     |
 KA1820|---------------------------------------------------------------------|
 KA1820
 KA1820                          SUPERSEDED SURVEY CONTROL
 KA1820
 KA1820  NAD 83(1986)-  39 26 22.84028(N)    087 17 43.28903(W) AD(       ) 3
 KA1820  NAD 27      -  39 26 22.70670(N)    087 17 43.22450(W) AD(       ) 3
 KA1820
 KA1820.Superseded values are not recommended for survey control.
 KA1820
 KA1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1820.See file dsdata.pdf to determine how the superseded data were derived.
 KA1820
 KA1820_MARKER: DS = TRIANGULATION STATION DISK
 KA1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1820_STAMPING: EVERSOLE 1947
 KA1820_MARK LOGO: CGS
 KA1820_PROJECTION: RECESSED 25 CENTIMETERS
 KA1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1820+STABILITY: SURFACE MOTION
 KA1820
 KA1820  HISTORY     - Date     Condition        Report By
 KA1820  HISTORY     - 1947     MONUMENTED       CGS
 KA1820  HISTORY     - 1955     GOOD             CGS
 KA1820  HISTORY     - 1960     GOOD             CGS
 KA1820  HISTORY     - 1964     GOOD             CGS
 KA1820  HISTORY     - 1964     GOOD             CGS
 KA1820
 KA1820                          STATION DESCRIPTION
 KA1820
 KA1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1820'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1820'TERRE HAUTE AND 3 MILES SOUTH OF GLENN IN THE NORTHWEST CORNER
 KA1820'OF A CULTIVATED FIELD OWNED BY MR. CHARLES EVERSOLE. IT IS 74 FEET
 KA1820'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 KA1820'AND 55 FEET SOUTH OF MR. EVERSOLES BARN. THE MARK IS 10 INCHES
 KA1820'UBDERGROUND, AND THE DISK IS STAMPED EVERSOLE 1947.
 KA1820'
 KA1820'REFERENCE MARK NO. 1 IS 96.57 FEET EAST-NORTHEAST OF THE STATION IB
 KA1820'THE NORTHWEST CORNER OF THE CULTIVATED FIELD, AND 70 FEET
 KA1820'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN. THE MARK IS FLUSH WITH
 KA1820'THE GROUND, AND THE DISK IS STAMPED EVERSOLE NO 1 1947.
 KA1820'
 KA1820'REFERENCE MARK NO. 2 IS 98.37 FEET SOUTH-SOUTHWEST OF THE STATION, 71
 KA1820'FEET NORTH OF A POWER POLE, 30 FEET EAST OF THE APPROXIMATE
 KA1820'CENTERLINE OF THE GRAVELED ROAD, AND 6 INCHES EAST OF A FENCE. THE
 KA1820'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED EVERSOLE NO 2 1947.
 KA1820'
 KA1820'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION, 58 FEET NORTHWEST
 KA1820'OF THE NORTH-WEST CORNER OF MR. WILLIAM NORMANS HOUSE, 31
 KA1820'FEET SOUTH OF AN EAST AND WEST GRAVELED ROAD, AND 20 FEET EAST OF A
 KA1820'NORTH AND SOUTH GRAVELED ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 KA1820'AND THE DISK IS STAMPED EVERSOLE 1947.
 KA1820'
 KA1820'A TRAVERSE CONNECTION WAS MADE TO U.S.C. AND G.S. AND STATE SURVEY
 KA1820'619 C.W.A. FROM TRIANGULATION STATION EVERSOLE.  IT IS 30.053
 KA1820'METERS 98.60 FEET WEST-NORTHWEST OF EVERSOLE.
 KA1820'
 KA1820'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1820'GLENN, GO SOUTH ON A BLACK TOP ROAD FOR 1.8 MILES TO THE JUNCTION
 KA1820'OF STATE HIGHWAY 42 AND THE ABOVE MENTIONED BLACK TOP ROAD, HERE
 KA1820'CONTINUE SOUTHERLY ON A GRAVELED ROAD FOR 0.6 MILE TO THE
 KA1820'STATION ON THE LEFT.
 KA1820'
 KA1820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 KA1820'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1820'
 KA1820'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1820
 KA1820                          STATION RECOVERY (1955)
 KA1820
 KA1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1820'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 2 AND USC AND GS ST
 KA1820'SURVEY 619 C.W.A. WERE RECOVERED IN GOOD CONDITION.
 KA1820'REFERENCE MARK NO. 1 WAS NOT FOUND AND SCATTERED CONCRETE AT THE
 KA1820'SITE, A CULTIVATED FIELD, INDICATES THAT IT WAS PROBABLY
 KA1820'DESTROYED. THE DIRECTION WAS MEASURED BY THEODOLITE AND THE DISTANCE
 KA1820'TAPED FROM THE STATION BUT DIGGING AT THE SITE FAILED TO
 KA1820'REVEAL THE MARK.
 KA1820'
 KA1820'A ROAD MENTIONED IN THE DESCRIPTION TO REACH THE STATION HAS BEEN
 KA1820'CLOSED AND FROM GLENN WOULD NOW BE A CIRCUITOUS ROUTE. A
 KA1820'SPEEDOMETER DISTANCE WAS ONE MILE IN ERROR. REFERENCE MEASUREMENTS
 KA1820'FOR THE LOCATION OF THE AZIMUTH MARK WERE REVERSED. A NEW
 KA1820'DESCRIPTION FOLLOWS.
 KA1820'
 KA1820'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1820'TERRE HAUTE AND 3 MILES SOUTH OF GLENN, IN A CULTIVATED FIELD
 KA1820'OWNED BY MR. CHARLES EVERSOLE. IT IS 74 FEET EAST OF THE CENTERLINE
 KA1820'OF A ROAD, 51 FEET SOUTH OF MR.  EVERSOLES BARN, 57 FEET
 KA1820'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN,AND 63 FEET SOUTHWEST
 KA1820'OF THE SOUTHEAST CORNER OF THE BARN. MARKED BY A STANDARD DISK,
 KA1820'STAMPED EVERSOLE 1947 SET IN THE TOP OF A CONCRETE MONUMENT 10 INCHES
 KA1820'BELOW.
 KA1820'
 KA1820'REFERENCE MARK NO. 2 IS 98.37 FT. SSW OF THE STA., 71 FT. N OF A
 KA1820'POWER POLE, AND 30 FT. E. OF THE CL OF THE RD. MARKED BY A STD.
 KA1820'DISK, STAMPED EVERSOLE 1947, SET IN THE TOP OF A CONCRETE MONUMENT
 KA1820'PROJECTING 4 IN. ABOVE GROUND.
 KA1820'
 KA1820'USC AND GS AND STATE SURVEY 619 C.W.A. IS 98.60 FEET WEST-NORTHWEST OF
 KA1820'THE STATION, ABOUT 25 FEET WEST OF THE CENTERLINE OF THE ROAD.
 KA1820'MARKED BY A STANDARD USC AND GS AND STATE SURVEY DISK, STAMPED 619, SE
 KA1820'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KA1820'
 KA1820'THE AZIMUTH MARK IS LOCATED 0.45 MILE SOUTH OF THE STATION, 58 FEET
 KA1820'NORTHWEST OF THE NORTHWEST CORNER OF MR. WILLIAM NORMANS HOUSE,
 KA1820'31 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND 20 FEET
 KA1820'SOUTH OF THE CENTERLINE OF AND EAST-WEST ROAD. MARKED BY A
 KA1820'STANDARD DISK, STAMPED EVERSOLE 1947, SET IN THE TOP OF CONCRETE
 KA1820'MONUMENT FLUSH WITH THE GROUND.
 KA1820'
 KA1820'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 KA1820'46, ABOUT 4 MILES SOUTHEAST OF TERRE HAUTE, GO SOUTH ON HIGHWAY
 KA1820'46 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT EAST AND GO 2.0 MILES TO
 KA1820'A CROSSROAD AND AZIMUTH MARK ON RIGHT AS DESCRIBED. TURN LEFT
 KA1820'NORTH AND GO 0.45 MILE TO STATION ON RIGHT AS DESCRIBED.
 KA1820
 KA1820                          STATION RECOVERY (1960)
 KA1820
 KA1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KA1820'STATION, AZIMUTH, AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 KA1820'DESCRIBED AND ARE IN GOOD CONDITION. USC AND GS AND STATE SURVEY
 KA1820'619 WAS RECOVERED AND IS IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 KA1820'SEARCHED FOR BUT NOT RECOVERED.
 KA1820
 KA1820                          STATION RECOVERY (1964)
 KA1820
 KA1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1820'THE STATION AND REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 KA1820'ONLY A CURSORY SEARCH WAS MADE FOR REFERENCE MARK 1 WHICH IS
 KA1820'PRESENTLY LOCATED IN AN AREA HEAVILY OVERGROWN WITH WEEDS. NO SEARCH
 KA1820'WAS MADE FOR THE AZIMUTH MARK.
 KA1820
 KA1820                          STATION RECOVERY (1964)
 KA1820
 KA1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KA1820'THE STATION AZIMUTH MARK, USC AND GS AND STATE SURVEY MARKS NO 317
 KA1820'C.W.A.  AND 619 C.W.A.  AND REFERENCE MARK NO. 2 WERE
 KA1820'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KA1820'
 KA1820'THE 1955 RECOVERY NOTE BY H. J. BOZZO ADEQUATELY DESCRIBES THE
 KA1820'STATION.
 KA1820'
 KA1820'REFERENCE MARK NO.1 WAS NOT SEARCHED FOR EXTENSIVELY AS IT HAD
 KA1820'PREVIOUSLY BEEN REPORTED LOST.
 KA1820'
 KA1820'THE USC AND GS AND STATE SURVEY MARK NO 619 (CWA) SERVES QUITE WELL AS
 KA1820'REFERENCE MARK AND THE USC AND GS AND STATE SURVEY MARK NO. 317 CWA
 KA1820'MAKES A GOOD SECOND AZIMUTH MARK.
 KA1820'
 KA1820'THE EVERSOLE 1947 AZIMUTH MARK WAS DESTROYED AFTER A NEW AZIMUTH
 KA1820'MARK HAD BEEN ESTABLISHED.
 KA1820'
 KA1820'THE DESCRIPTION FOR THE NEW AZIMUTH MARK IS GIVEN BELOW.
 KA1820'
 KA1820'THE NEW AZIMUTH MARK IS ABOUT 1/2 MILE SOUTHEAST OF THE STATION, 0.3
 KA1820'MILE EAST OF A CROSSROAD, 39 FEET WEST OF A POWERLINE POLE,
 KA1820'23 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND 2
 KA1820'FEET SOUTHEAST OF A FENCE CORNER. THE MONUMENT IS FLUSH
 KA1820'WITH THE GROUND AND THE DISK IS STAMPED EVERSOLE 1947 RESET 1964.
 KA1820'
 KA1820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 KA1820'ROAD FOR 0.45 MILE TO A CROSSROAD. TURN LEFT AND GO EAST FOR 0.3
 KA1820'MILE TO THE MARK ON THE RIGHT.
 KA1820'
 KA1820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1819 ***********************************************************************
 KA1819  DESIGNATION -  EVERSOLE AZ MK
 KA1819  PID         -  KA1819
 KA1819  STATE/COUNTY-  IN/VIGO
 KA1819  COUNTRY     -  US
 KA1819  USGS QUAD   -  SEELYVILLE (2019)
 KA1819
 KA1819                         *CURRENT SURVEY CONTROL
 KA1819  ______________________________________________________________________
 KA1819* NAD 83(1997) POSITION- 39 26 01.28852(N) 087 17 44.00190(W)   ADJUSTED
 KA1819* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 KA1819  ______________________________________________________________________
 KA1819  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KA1819  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 KA1819  HORZ ORDER      -  SECOND
 KA1819
 KA1819.The horizontal coordinates were established by classical geodetic methods
 KA1819.and adjusted by the National Geodetic Survey in May 1999.
 KA1819
 KA1819.The orthometric height was scaled from a topographic map.
 KA1819
 KA1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1819.GEOID18 height accuracy estimate available here.
 KA1819
 KA1819.Click photographs - Photos may exist for this station.
 KA1819
 KA1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1819
 KA1819. The following values were computed from the NAD 83(1997) position.
 KA1819
 KA1819;                    North         East     Units Scale Factor Converg.
 KA1819;SPC IN W     -   464,664.420   881,729.264   MT  0.99997078   -0 08 05.3
 KA1819;SPC IN W     - 1,524,486.52  2,892,806.76   sFT  0.99997078   -0 08 05.3
 KA1819;UTM  16      - 4,364,947.235   474,564.228   MT  0.99960797   -0 11 15.8
 KA1819
 KA1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1819!SPC IN W     -   0.99997708  x   0.99997078  =   0.99994786
 KA1819!UTM  16      -   0.99997708  x   0.99960797  =   0.99958506
 KA1819
 KA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7456464947(NAD 83)
 KA1819
 KA1819                          SUPERSEDED SURVEY CONTROL
 KA1819
 KA1819  NAD 83(1986)-  39 26 01.29433(N)    087 17 43.99457(W) AD(       ) 2
 KA1819  NAD 27      -  39 26 01.16050(N)    087 17 43.92980(W) AD(       ) 2
 KA1819
 KA1819.Superseded values are not recommended for survey control.
 KA1819
 KA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1819.See file dsdata.pdf to determine how the superseded data were derived.
 KA1819
 KA1819_MARKER: DZ = AZIMUTH MARK DISK
 KA1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1819_STAMPING: EVERSOLE 1947
 KA1819_MARK LOGO: CGS
 KA1819_PROJECTION: FLUSH
 KA1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1819+STABILITY: SURFACE MOTION
 KA1819
 KA1819  HISTORY     - Date     Condition        Report By
 KA1819  HISTORY     - 1947     MONUMENTED       CGS
 KA1819  HISTORY     - 1955     GOOD             CGS
 KA1819  HISTORY     - 1957     GOOD             CGS
 KA1819  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KA1819
 KA1819                          STATION DESCRIPTION
 KA1819
 KA1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1819'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1819'TERRE HAUTE AND 3.5 MILES SOUTH OF GLENN IN THE NORTHWEST CORNER
 KA1819'OF MR. WILLIAM NORMANS FRONT YARD. IT IS 58 FEET NORTHWEST OF THE
 KA1819'NORTHWEST CORNER OF MR. NORMANS HOUSE, 31 FEET SOUTH OF THE
 KA1819'APPROXIMATE CENTERLINE OF AN EAST AND WEST GRAVELED ROAD, AND 20 FEET
 KA1819'EAST OF THE APPROXIMATE CENTERLINE OF A NORTH AND SOUTH
 KA1819'GRAVELED ROAD. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1819'STAMPED EVERSOLE 1947.
 KA1819'
 KA1819'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1819'GLENN, GO SOUTH ON A BLACK TOP ROAD FOR 1.8 MILES TO THE
 KA1819'JUNCTION OF STATE HIGHWAY 42 AND THE ABOVE MENTIONED BLACK TOP ROAD,
 KA1819'HERE CONTINUE SOUTHERLY ON A GRAVELED ROAD FOR 1.05 MILES TO A
 KA1819'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT.
 KA1819'
 KA1819'A TRAVERSE CONNECTION WAS MADE FROM EVERSOLE AZIMUTH TO U.S.C. AND G.S
 KA1819'AND STATE SURVEY 317 C.W.A. IT IS 252.495 METERS, 828.39
 KA1819'FEET, WEST OF EVERSOLE AZIMUTH.
 KA1819'
 KA1819'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KA1819
 KA1819                          STATION RECOVERY (1955)
 KA1819
 KA1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1819'THE STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE
 KA1819'MEASUREMENTS IN THE ORIGINAL DESCRIPTION WERE REVERSED.  A ROAD
 KA1819'MENTIONED IN THE DESCRIPTION TO REACH THE STATION HAS BEEN CLOSED AND
 KA1819'FROM GLENN WOULD NOW BE A CIRCUITOUS ROUTE. A NEW DESCRIPTION
 KA1819'FOLLOWS-
 KA1819'
 KA1819'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1819'TERRE HAUTE AND 3.5 MILES SOUTH OF GLENN, IN THE SOUTHEAST
 KA1819'CORNER OF THE INTERSECTION OF CROSSROADS, 58 FEET NORTHWEST OF THE
 KA1819'NORTHWEST CORNER OF MR. WILLIAM NORMANS HOUSE,31 FEET EAST
 KA1819'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND 20 FEET SOUTH OF THE
 KA1819'CENTERLINE OF ANEAST- WEST ROAD. A STANDARD AZIMUTH MARK DISK,
 KA1819'STAMPED EVERSOLE 1947,SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 KA1819'WITH THE GROUND.
 KA1819'
 KA1819'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 KA1819'46, ABOUT 4 MILES SOUTHEAST OF TERRE HAUTE, GO SOUTH ON HIGHWAY
 KA1819'46 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT EAST AND GO 2.0 MILES TO A
 KA1819'CROSSROAD AND THE MONUMENT AS DESCRIBED.
 KA1819
 KA1819                          STATION RECOVERY (1957)
 KA1819
 KA1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1819'THE STATION WAS RECOVERED AS DESCRIBED.
 KA1819
 KA1819                          STATION RECOVERY (1964)
 KA1819
 KA1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KA1819'THE AZIMUTH MARK WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS
 KA1819'ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM9916 ***********************************************************************
 DM9916  PACS        -  This is a Primary Airport Control Station.
 DM9916  DESIGNATION -  EVV A
 DM9916  PID         -  DM9916
 DM9916  STATE/COUNTY-  IN/VANDERBURGH
 DM9916  COUNTRY     -  US
 DM9916  USGS QUAD   -  EVANSVILLE NORTH (2019)
 DM9916
 DM9916                         *CURRENT SURVEY CONTROL
 DM9916  ______________________________________________________________________
 DM9916* NAD 83(2011) POSITION- 38 02 22.08595(N) 087 31 28.04543(W)   ADJUSTED
 DM9916* NAD 83(2011) ELLIP HT-    87.461 (meters)        (06/27/12)   ADJUSTED
 DM9916* NAD 83(2011) EPOCH   -  2010.00
 DM9916* NAVD 88 ORTHO HEIGHT -   118.63  (meters)      389.2   (feet) GPS OBS
 DM9916  ______________________________________________________________________
 DM9916  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM9916  GEOID HEIGHT    -        -31.132 (meters)                     GEOID09
 DM9916  GEOID HEIGHT    -        -31.162 (meters)                     GEOID18
 DM9916  NAD 83(2011) X  -    217,251.812 (meters)                     COMP
 DM9916  NAD 83(2011) Y  - -5,025,105.828 (meters)                     COMP
 DM9916  NAD 83(2011) Z  -  3,908,949.097 (meters)                     COMP
 DM9916  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DM9916
 DM9916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9916  Standards:
 DM9916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9916  -------------------------------------------------------------------
 DM9916  NETWORK    0.78   1.29           0.36   0.26   0.66      0.01845762
 DM9916  -------------------------------------------------------------------
 DM9916  Click here for local accuracies and other accuracy information.
 DM9916
 DM9916.This mark is at Evansville Airport (EVV)
 DM9916
 DM9916.The horizontal coordinates were established by GPS observations
 DM9916.and adjusted by the National Geodetic Survey in June 2012.
 DM9916
 DM9916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9916.been affixed to the stable North American tectonic plate. See 
 DM9916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9916
 DM9916.The horizontal coordinates are valid at the epoch date displayed above
 DM9916.which is a decimal equivalence of Year/Month/Day.
 DM9916
 DM9916.The orthometric height was determined by GPS observations and a
 DM9916.high-resolution geoid model.
 DM9916
 DM9916.GPS derived orthometric heights for airport stations designated as
 DM9916.PACS or SACS are published to 2 decimal places.  This maintains
 DM9916.centimeter relative accuracy between the PACS and SACS.  It does
 DM9916.not indicate centimeter accuracy relative to other marks which are
 DM9916.part of the published vertical control network.
 DM9916
 DM9916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9916.GEOID18 height accuracy estimate available here.
 DM9916
 DM9916.Click photographs - Photos may exist for this station.
 DM9916
 DM9916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9916
 DM9916.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9916
 DM9916.The ellipsoidal height was determined by GPS observations
 DM9916.and is referenced to NAD 83.
 DM9916
 DM9916. The following values were computed from the NAD 83(2011) position.
 DM9916
 DM9916;                    North         East     Units Scale Factor Converg.
 DM9916;SPC IN W     -   309,966.596   861,276.989   MT  0.99998513   -0 16 18.6
 DM9916;SPC IN W     - 1,016,948.74  2,825,706.25   sFT  0.99998513   -0 16 18.6
 DM9916;UTM  16      - 4,210,323.919   453,978.604   MT  0.99962608   -0 19 23.4
 DM9916
 DM9916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9916!SPC IN W     -   0.99998628  x   0.99998513  =   0.99997141
 DM9916!UTM  16      -   0.99998628  x   0.99962608  =   0.99961236
 DM9916
 DM9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5397810323(NAD 83)
 DM9916
 DM9916                          SUPERSEDED SURVEY CONTROL
 DM9916
 DM9916  NAD 83(2007)-  38 02 22.08614(N)    087 31 28.04649(W) AD(2002.00) B
 DM9916  ELLIP H (07/21/11)   87.490  (m)                       GP(2002.00) 4 2
 DM9916
 DM9916.Superseded values are not recommended for survey control.
 DM9916
 DM9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9916.See file dsdata.pdf to determine how the superseded data were derived.
 DM9916
 DM9916_MARKER: F = FLANGE-ENCASED ROD
 DM9916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM9916_STAMPING: EVV A 2011
 DM9916_MARK LOGO: NGS
 DM9916_PROJECTION: RECESSED 4 CENTIMETERS
 DM9916_MAGNETIC: I = MARKER IS A STEEL ROD
 DM9916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM9916+STABILITY: POSITION/ELEVATION WELL
 DM9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9916+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DM9916_ROD/PIPE-DEPTH: 11.8 meters
 DM9916_SLEEVE-DEPTH  : 0.9 meters
 DM9916
 DM9916  HISTORY     - Date     Condition        Report By
 DM9916  HISTORY     - 20110505 MONUMENTED       BERNAR
 DM9916  HISTORY     - 20111108 GOOD             INDIV
 DM9916
 DM9916                          STATION DESCRIPTION
 DM9916
 DM9916'DESCRIBED BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 DM9916'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST OF CHANDLER, ABOUT
 DM9916'8.2 KM (5.1 MI) SOUTHEAST OF DARMSTADT, AND ABOUT 7.7 KM (4.8 MI)
 DM9916'NORTHEAST OF EVANSVILLE AT THE EVANSVILLE REGIONAL AIRPORT, ABOUT 385
 DM9916'M (1263.1 FT) NORTHEAST OF THE INTERSECTION OF RUNWAYS 4/22 AND 9/27,
 DM9916'IN THE GRASS ABOUT 11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 DM9916'PERIMETER ROAD.  OWNERSHIP--EVANSVILLE-VANDERBURGH AIRPORT AUTHORITY
 DM9916'DISTRICT, 7800 BUSSING DRIVE, EVANSVILLE, INDIANA 47725.  AIRPORT
 DM9916'MANAGER IS DOUGLAS P. JOEST, PHONE 812-451-4401.
 DM9916'
 DM9916'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DM9916'STATE HIGHWAY 57 IN NORTHEAST EVANSVILLE, GO EASTERLY ON HIGHWAY 57
 DM9916'FOR 1.13 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON RIGHT (BUSSING
 DM9916'DRIVE).  TURN RIGHT AND GO SOUTHERLY ON BUSSING DRIVE FOR 0.32 KM
 DM9916'(0.20 MI) TO A PAVED ROAD ON RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 DM9916'PAVED ROAD 80 M (262.5 FT) TO LOCKED GATE 1.  FOR ACCESS THROUGH
 DM9916'LOCKED GATE 1, CONTACT ONE OF THE CAPTAINS OR LIEUTENANTS AT THE
 DM9916'SAFETY DEPARTMENT, PHONE 812-421-4408.  IF NOT EQUIPPED WITH GROUND
 DM9916'RADIO, STROBE LIGHT AND PROPER AIRPORT SECURITY CLEARANCE, AN ESCORT
 DM9916'IS REQUIRED.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST ON PAVED ROAD
 DM9916'140 M (459.3 FT) PAST THE SAFETY BUILDING ON LEFT.  TURN LEFT AND GO
 DM9916'EAST-NORTHEAST ON PAVED ROAD 60 M (196.9 FT) TO THE SAFETY BUILDING
 DM9916'FOR VEHICLE INSPECTION AT THE SAFETY DEPARTMENT.  AFTER INSPECTION,
 DM9916'CONTINUE EAST-NORTHEAST ON PAVED ROAD 100 M (328.1 FT) TO THE WEST
 DM9916'CORNER OF THE TARMAC.  GO NORTHEASTERLY ACROSS TARMAC 490 M (1607.6
 DM9916'FT) TO THE PERIMETER ROAD AT THE NORTHEAST CORNER OF TARMAC.  GO
 DM9916'NORTHEASTERLY AND CLOCKWISE ON PERIMETER ROAD 2.5 KM (1.6 MI) TO A
 DM9916'SOUTHWEST/SOUTH BEND IN THE PERIMETER ROAD.  THE STATION IS ON THE
 DM9916'RIGHT.
 DM9916'
 DM9916'THE STATION IS A CENTER-PUNCHED 1.43 CM (9/16 INCH) STAINLESS STEEL
 DM9916'ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.8 M (38.7 FT) INSIDE A 0.9 M
 DM9916'(3.0 FT) GREASE-FILLED SLEEVE ENCASED IN A 12.7 CM (5 INCH) PVC PIPE
 DM9916'WITH A LOGO CAP STAMPED--EVV A 2011--, FLUSH WITH THE GROUND.  TOP OF
 DM9916'ROD IS 4 CM (2 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 DM9916'188.0 M (616.8 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY 4/22, ABOUT
 DM9916'154 M (505.2 FT) NORTH OF AN EASTERN PROJECTION OF RUNWAY 9/27
 DM9916'CENTERLINE, 17.6 M (57.7 FT) NORTHWEST OF A 3 M (9.8 FT) TALL FENCE
 DM9916'AND 11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE OF THE PERIMETER
 DM9916'ROAD.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 DM9916'STATION.
 DM9916
 DM9916                          STATION RECOVERY (2011)
 DM9916
 DM9916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (SAW)
 DM9916'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM9917 ***********************************************************************
 DM9917  SACS        -  This is a Secondary Airport Control Station.
 DM9917  DESIGNATION -  EVV B
 DM9917  PID         -  DM9917
 DM9917  STATE/COUNTY-  IN/VANDERBURGH
 DM9917  COUNTRY     -  US
 DM9917  USGS QUAD   -  EVANSVILLE NORTH (2019)
 DM9917
 DM9917                         *CURRENT SURVEY CONTROL
 DM9917  ______________________________________________________________________
 DM9917* NAD 83(2011) POSITION- 38 02 50.80039(N) 087 30 58.51402(W)   ADJUSTED
 DM9917* NAD 83(2011) ELLIP HT-    96.858 (meters)        (06/27/12)   ADJUSTED
 DM9917* NAD 83(2011) EPOCH   -  2010.00
 DM9917* NAVD 88 ORTHO HEIGHT -   128.04  (meters)      420.1   (feet) GPS OBS
 DM9917  ______________________________________________________________________
 DM9917  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM9917  GEOID HEIGHT    -        -31.150 (meters)                     GEOID09
 DM9917  GEOID HEIGHT    -        -31.181 (meters)                     GEOID18
 DM9917  NAD 83(2011) X  -    217,947.942 (meters)                     COMP
 DM9917  NAD 83(2011) Y  - -5,024,536.971 (meters)                     COMP
 DM9917  NAD 83(2011) Z  -  3,909,652.142 (meters)                     COMP
 DM9917  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 DM9917
 DM9917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9917  Standards:
 DM9917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9917  -------------------------------------------------------------------
 DM9917  NETWORK    0.88   1.33           0.40   0.31   0.68      0.03033230
 DM9917  -------------------------------------------------------------------
 DM9917  Click here for local accuracies and other accuracy information.
 DM9917
 DM9917.This mark is at Evansville Airport (EVV)
 DM9917
 DM9917.The horizontal coordinates were established by GPS observations
 DM9917.and adjusted by the National Geodetic Survey in June 2012.
 DM9917
 DM9917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9917.been affixed to the stable North American tectonic plate. See 
 DM9917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9917
 DM9917.The horizontal coordinates are valid at the epoch date displayed above
 DM9917.which is a decimal equivalence of Year/Month/Day.
 DM9917
 DM9917.The orthometric height was determined by GPS observations and a
 DM9917.high-resolution geoid model.
 DM9917
 DM9917.GPS derived orthometric heights for airport stations designated as
 DM9917.PACS or SACS are published to 2 decimal places.  This maintains
 DM9917.centimeter relative accuracy between the PACS and SACS.  It does
 DM9917.not indicate centimeter accuracy relative to other marks which are
 DM9917.part of the published vertical control network.
 DM9917
 DM9917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9917.GEOID18 height accuracy estimate available here.
 DM9917
 DM9917.Click photographs - Photos may exist for this station.
 DM9917
 DM9917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9917
 DM9917.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9917
 DM9917.The ellipsoidal height was determined by GPS observations
 DM9917.and is referenced to NAD 83.
 DM9917
 DM9917. The following values were computed from the NAD 83(2011) position.
 DM9917
 DM9917;                    North         East     Units Scale Factor Converg.
 DM9917;SPC IN W     -   310,848.528   862,001.211   MT  0.99998444   -0 16 00.5
 DM9917;SPC IN W     - 1,019,842.21  2,828,082.31   sFT  0.99998444   -0 16 00.5
 DM9917;UTM  16      - 4,211,204.885   454,703.356   MT  0.99962527   -0 19 05.4
 DM9917
 DM9917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9917!SPC IN W     -   0.99998480  x   0.99998444  =   0.99996924
 DM9917!UTM  16      -   0.99998480  x   0.99962527  =   0.99961008
 DM9917
 DM9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5470311204(NAD 83)
 DM9917
 DM9917                          SUPERSEDED SURVEY CONTROL
 DM9917
 DM9917  NAD 83(2007)-  38 02 50.80059(N)    087 30 58.51508(W) AD(2002.00) 1
 DM9917  ELLIP H (07/21/11)   96.887  (m)                       GP(2002.00) 4 2
 DM9917
 DM9917.Superseded values are not recommended for survey control.
 DM9917
 DM9917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9917.See file dsdata.pdf to determine how the superseded data were derived.
 DM9917
 DM9917_MARKER: F = FLANGE-ENCASED ROD
 DM9917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM9917_STAMPING: EVV B 2011
 DM9917_MARK LOGO: NGS
 DM9917_PROJECTION: RECESSED 5 CENTIMETERS
 DM9917_MAGNETIC: I = MARKER IS A STEEL ROD
 DM9917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9917+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DM9917_ROD/PIPE-DEPTH: 3.2 meters
 DM9917_SLEEVE-DEPTH  : 0.9 meters
 DM9917
 DM9917  HISTORY     - Date     Condition        Report By
 DM9917  HISTORY     - 20110505 MONUMENTED       BERNAR
 DM9917  HISTORY     - 20111108 GOOD             INDIV
 DM9917
 DM9917                          STATION DESCRIPTION
 DM9917
 DM9917'DESCRIBED BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 DM9917'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) WEST OF CHANDLER, ABOUT
 DM9917'8.9 KM (5.5 MI) NORTHEAST OF EVANSVILLE, AND ABOUT 7.9 KM (4.9 MI)
 DM9917'SOUTHEAST OF DARMSTADT AT THE EVANSVILLE REGIONAL AIRPORT, ABOUT 1,490
 DM9917'M (4,888.4 FT) NORTHEAST OF THE INTERSECTION OF RUNWAYS 4/22 AND 9/27,
 DM9917'IN THE GRASS ABOUT 10.5 M (34.4 FT) EAST-SOUTHEAST OF A PAVED DRIVE.
 DM9917'OWNERSHIP--EVANSVILLE-VANDERBURGH AIRPORT AUTHORITY DISTRICT, 7800
 DM9917'BUSSING DRIVE, EVANSVILLE, INDIANA 47725.  AIRPORT MANAGER IS DOUGLAS
 DM9917'P. JOEST, PHONE 812-451-4401.
 DM9917'
 DM9917'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DM9917'STATE HIGHWAY 57 IN NORTHEAST EVANSVILLE, GO EASTERLY ON HIGHWAY 57
 DM9917'FOR 1.13 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON RIGHT (BUSSING
 DM9917'DRIVE).  TURN RIGHT AND GO SOUTHERLY ON BUSSING DRIVE FOR 0.32 KM
 DM9917'(0.20 MI) TO A PAVED ROAD ON RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 DM9917'PAVED ROAD 80 M (262.5 FT) TO LOCKED GATE 1.  FOR ACCESS THROUGH
 DM9917'LOCKED GATE 1, CONTACT ONE OF THE CAPTAINS OR LIEUTENANTS AT THE
 DM9917'SAFETY DEPARTMENT, PHONE 812-421-4408.  IF NOT EQUIPPED WITH GROUND
 DM9917'RADIO, STROBE LIGHT AND PROPER AIRPORT SECURITY CLEARANCE, AN ESCORT
 DM9917'IS REQUIRED.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST ON PAVED ROAD
 DM9917'140 M (459.3 FT) PAST THE SAFETY BUILDING ON LEFT.  TURN LEFT AND GO
 DM9917'EAST-NORTHEAST ON PAVED ROAD 60 M (196.9 FT) TO THE SAFETY BUILDING
 DM9917'FOR VEHICLE INSPECTION AT THE SAFETY DEPARTMENT.  AFTER INSPECTION,
 DM9917'CONTINUE EAST-NORTHEAST ON PAVED ROAD 100 M (328.1 FT) TO THE WEST
 DM9917'CORNER OF THE TARMAC.  GO NORTHEASTERLY ACROSS TARMAC 490 M (1607.6
 DM9917'FT) TO THE PERIMETER ROAD AT THE NORTHEAST CORNER OF TARMAC.  GO
 DM9917'NORTHEASTERLY AND CLOCKWISE ON PERIMETER ROAD 1.4 KM (0.9 MI) TO A
 DM9917'Y-INTERSECTION WITH A PAVED DRIVE.  THE STATION IS ON THE LEFT.
 DM9917'
 DM9917'THE STATION IS A CENTER-PUNCHED 1.43 CM (9/16 INCH) STAINLESS STEEL
 DM9917'ROD DRIVEN TO REFUSAL AT A DEPTH OF 3.2 M (10.5 FT) INSIDE A 0.9 M
 DM9917'(3.0 FT) GREASE-FILLED SLEEVE ENCASED IN A 12.7 CM (5 INCH) PVC PIPE
 DM9917'WITH A LOGO CAP STAMPED--EVV B 2011--, FLUSH WITH THE GROUND.  TOP OF
 DM9917'ROD IS 5 CM (2 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 DM9917'ABOUT 209 M (685.7 FT) SOUTHEAST OF A NORTHEASTERLY PROJECTION OF
 DM9917'RUNWAY 4/22 CENTERLINE, 43.9 M (144.0 FT) NORTHEAST OF THE NORTHEAST
 DM9917'CORNER OF A 0.9 M (3.0 FT) X 0.5 M (1.6 FT) CONCRETE FOUNDATION OF A
 DM9917'GATE CONTROL BOX, 8.0 M (26.2 FT) NORTHWEST OF A 2 M (6.6 FT) TALL
 DM9917'FENCE AND 7.6 M (24.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A
 DM9917'PAVED DRIVE.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DM9917'CONTROL STATION.
 DM9917
 DM9917                          STATION RECOVERY (2011)
 DM9917
 DM9917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (SAW)
 DM9917'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM9918 ***********************************************************************
 DM9918  SACS        -  This is a Secondary Airport Control Station.
 DM9918  DESIGNATION -  EVV C
 DM9918  PID         -  DM9918
 DM9918  STATE/COUNTY-  IN/VANDERBURGH
 DM9918  COUNTRY     -  US
 DM9918  USGS QUAD   -  EVANSVILLE NORTH (2019)
 DM9918
 DM9918                         *CURRENT SURVEY CONTROL
 DM9918  ______________________________________________________________________
 DM9918* NAD 83(2011) POSITION- 38 02 49.51323(N) 087 32 11.87884(W)   ADJUSTED
 DM9918* NAD 83(2011) ELLIP HT-    87.846 (meters)        (06/27/12)   ADJUSTED
 DM9918* NAD 83(2011) EPOCH   -  2010.00
 DM9918* NAVD 88 ORTHO HEIGHT -   119.01  (meters)      390.5   (feet) GPS OBS
 DM9918  ______________________________________________________________________
 DM9918  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM9918  GEOID HEIGHT    -        -31.133 (meters)                     GEOID09
 DM9918  GEOID HEIGHT    -        -31.162 (meters)                     GEOID18
 DM9918  NAD 83(2011) X  -    216,161.533 (meters)                     COMP
 DM9918  NAD 83(2011) Y  - -5,024,631.520 (meters)                     COMP
 DM9918  NAD 83(2011) Z  -  3,909,615.334 (meters)                     COMP
 DM9918  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DM9918
 DM9918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM9918  Standards:
 DM9918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM9918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM9918  -------------------------------------------------------------------
 DM9918  NETWORK    0.90   1.31           0.41   0.31   0.67      0.03474976
 DM9918  -------------------------------------------------------------------
 DM9918  Click here for local accuracies and other accuracy information.
 DM9918
 DM9918.This mark is at Evansville Airport (EVV)
 DM9918.This mark is at Monterey Peninsula Airport (MRY)
 DM9918
 DM9918.The horizontal coordinates were established by GPS observations
 DM9918.and adjusted by the National Geodetic Survey in June 2012.
 DM9918
 DM9918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM9918.been affixed to the stable North American tectonic plate. See 
 DM9918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM9918
 DM9918.The horizontal coordinates are valid at the epoch date displayed above
 DM9918.which is a decimal equivalence of Year/Month/Day.
 DM9918
 DM9918.The orthometric height was determined by GPS observations and a
 DM9918.high-resolution geoid model.
 DM9918
 DM9918.GPS derived orthometric heights for airport stations designated as
 DM9918.PACS or SACS are published to 2 decimal places.  This maintains
 DM9918.centimeter relative accuracy between the PACS and SACS.  It does
 DM9918.not indicate centimeter accuracy relative to other marks which are
 DM9918.part of the published vertical control network.
 DM9918
 DM9918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM9918.GEOID18 height accuracy estimate available here.
 DM9918
 DM9918.Click photographs - Photos may exist for this station.
 DM9918
 DM9918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9918
 DM9918.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM9918
 DM9918.The ellipsoidal height was determined by GPS observations
 DM9918.and is referenced to NAD 83.
 DM9918
 DM9918. The following values were computed from the NAD 83(2011) position.
 DM9918
 DM9918;                    North         East     Units Scale Factor Converg.
 DM9918;SPC IN W     -   310,817.369   860,212.270   MT  0.99998616   -0 16 45.8
 DM9918;SPC IN W     - 1,019,739.98  2,822,213.09   sFT  0.99998616   -0 16 45.8
 DM9918;UTM  16      - 4,211,175.340   452,915.030   MT  0.99962730   -0 19 50.7
 DM9918
 DM9918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9918!SPC IN W     -   0.99998622  x   0.99998616  =   0.99997238
 DM9918!UTM  16      -   0.99998622  x   0.99962730  =   0.99961352
 DM9918
 DM9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5291511175(NAD 83)
 DM9918
 DM9918                          SUPERSEDED SURVEY CONTROL
 DM9918
 DM9918  NAD 83(2007)-  38 02 49.51342(N)    087 32 11.87990(W) AD(2002.00) 1
 DM9918  ELLIP H (07/21/11)   87.874  (m)                       GP(2002.00) 4 2
 DM9918
 DM9918.Superseded values are not recommended for survey control.
 DM9918
 DM9918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM9918.See file dsdata.pdf to determine how the superseded data were derived.
 DM9918
 DM9918_MARKER: F = FLANGE-ENCASED ROD
 DM9918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM9918_STAMPING: EVV C 2011
 DM9918_MARK LOGO: NGS
 DM9918_PROJECTION: RECESSED 5 CENTIMETERS
 DM9918_MAGNETIC: I = MARKER IS A STEEL ROD
 DM9918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9918+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2011
 DM9918_ROD/PIPE-DEPTH: 4.3 meters
 DM9918_SLEEVE-DEPTH  : 0.9 meters
 DM9918
 DM9918  HISTORY     - Date     Condition        Report By
 DM9918  HISTORY     - 20110505 MONUMENTED       BERNAR
 DM9918  HISTORY     - 20111108 GOOD             INDIV
 DM9918
 DM9918                          STATION DESCRIPTION
 DM9918
 DM9918'DESCRIBED BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 DM9918'THE STATION IS LOCATED ABOUT 14.8 KM (9.2 MI) WEST OF CHANDLER, ABOUT
 DM9918'8.2 KM (5.1 MI) NORTHEAST OF EVANSVILLE, AND ABOUT 6.9 KM (4.3 MI)
 DM9918'SOUTHEAST OF DARMSTADT AT THE EVANSVILLE REGIONAL AIRPORT, ABOUT 1,223
 DM9918'M (4,012.5 FT) NORTHWEST OF THE INTERSECTION OF RUNWAYS 4/22 AND 9/27,
 DM9918'IN THE GRASS ABOUT 48.9 M (160.4 FT) SOUTHWEST OF THE PERIMETER ROAD.
 DM9918'OWNERSHIP--EVANSVILLE-VANDERBURGH AIRPORT AUTHORITY DISTRICT, 7800
 DM9918'BUSSING DRIVE, EVANSVILLE, INDIANA 47725.  AIRPORT MANAGER IS DOUGLAS
 DM9918'P. JOEST, PHONE 812-451-4401.
 DM9918'
 DM9918'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DM9918'STATE HIGHWAY 57 IN NORTHEAST EVANSVILLE, GO EASTERLY ON HIGHWAY 57
 DM9918'FOR 1.13 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON RIGHT (BUSSING
 DM9918'DRIVE).  TURN RIGHT AND GO SOUTHERLY ON BUSSING DRIVE FOR 0.32 KM
 DM9918'(0.20 MI) TO A PAVED ROAD ON RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 DM9918'PAVED ROAD 80 M (262.5 FT) TO LOCKED GATE 1.  FOR ACCESS THROUGH
 DM9918'LOCKED GATE 1, CONTACT ONE OF THE CAPTAINS OR LIEUTENANTS AT THE
 DM9918'SAFETY DEPARTMENT, PHONE 812-421-4408.  IF NOT EQUIPPED WITH GROUND
 DM9918'RADIO, STROBE LIGHT AND PROPER AIRPORT SECURITY CLEARANCE, AN ESCORT
 DM9918'IS REQUIRED.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST ON PAVED ROAD
 DM9918'140 M (459.3 FT) PAST THE SAFETY BUILDING ON LEFT.  TURN LEFT AND GO
 DM9918'EAST-NORTHEAST ON PAVED ROAD 60 M (196.9 FT) TO THE SAFETY BUILDING
 DM9918'FOR VEHICLE INSPECTION AT THE SAFETY DEPARTMENT.  AFTER INSPECTION,
 DM9918'CONTINUE EAST-NORTHEAST ON PAVED ROAD 100 M (328.1 FT) TO THE WEST
 DM9918'CORNER OF THE TARMAC.  GO NORTHEASTERLY ACROSS TARMAC 490 M (1607.6
 DM9918'FT) TO THE PERIMETER ROAD AT THE NORTHEAST CORNER OF TARMAC.  GO
 DM9918'NORTHEASTERLY AND CLOCKWISE ON PERIMETER ROAD 1.4 KM (0.9 MI) TO A
 DM9918'Y-INTERSECTION WITH A PAVED DRIVE.  THE STATION IS ON THE LEFT.
 DM9918'
 DM9918'THE STATION IS A CENTER-PUNCHED 1.43 CM (9/16 INCH) STAINLESS STEEL
 DM9918'ROD DRIVEN TO REFUSAL AT A DEPTH OF 4.3 M (14.1 FT) INSIDE A 0.9 M
 DM9918'(3.0 FT) GREASE-FILLED SLEEVE ENCASED IN A 12.7 CM (5 INCH) PVC PIPE
 DM9918'WITH A LOGO CAP STAMPED--EVV C 2011--, FLUSH WITH THE GROUND.  TOP OF
 DM9918'ROD IS 5 CM (2 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 DM9918'ABOUT 226 M (741.5 FT) WEST OF A NORTHERLY PROJECTION OF RUNWAY 18/36
 DM9918'CENTERLINE, 176.1 M (577.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DM9918'OF A CONCRETE FOUNDATION OF A PUMP STATION, 121.8 M (399.6 FT)
 DM9918'NORTH-NORTHEAST OF A FIRE HYDRANT, 45.3 M (148.6 FT) SOUTHWEST OF THE
 DM9918'SOUTHWEST EDGE OF THE PERIMETER ROAD AND 37.1 M (121.7 FT) EAST OF A 2
 DM9918'M (6.6 FT) TALL FENCE.  THIS STATION IS DESIGNATED AS A SECONDARY
 DM9918'AIRPORT CONTROL STATION.
 DM9918
 DM9918                          STATION RECOVERY (2011)
 DM9918
 DM9918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (SAW)
 DM9918'FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1113 ***********************************************************************
 MD1113  DESIGNATION -  F 1 KOSC
 MD1113  PID         -  MD1113
 MD1113  STATE/COUNTY-  IN/KOSCIUSKO
 MD1113  COUNTRY     -  US
 MD1113  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1113
 MD1113                         *CURRENT SURVEY CONTROL
 MD1113  ______________________________________________________________________
 MD1113* NAD 83(1986) POSITION- 41 03 54.     (N) 085 44 33.     (W)   SCALED
 MD1113* NAVD 88 ORTHO HEIGHT -   245.192 (meters)      804.43  (feet) ADJUSTED
 MD1113  ______________________________________________________________________
 MD1113  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 MD1113  DYNAMIC HEIGHT  -        245.083 (meters)      804.08  (feet) COMP
 MD1113  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 MD1113
 MD1113  VERT ORDER      -  SECOND    CLASS 0
 MD1113
 MD1113.The horizontal coordinates were scaled from a map and have
 MD1113.an estimated accuracy of +/- 6 seconds.
 MD1113
 MD1113.The orthometric height was determined by differential leveling and
 MD1113.adjusted by the NATIONAL GEODETIC SURVEY
 MD1113.in June 1991.
 MD1113
 MD1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1113.GEOID18 height accuracy estimate available here.
 MD1113
 MD1113.Click photographs - Photos may exist for this station.
 MD1113
 MD1113.The dynamic height is computed by dividing the NAVD 88
 MD1113.geopotential number by the normal gravity value computed on the
 MD1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1113.degrees latitude (g = 980.6199 gals.).
 MD1113
 MD1113.The modeled gravity was interpolated from observed gravity values.
 MD1113
 MD1113;                    North         East    Units  Estimated Accuracy
 MD1113;SPC IN E     -   645,780.       93,630.      MT  (+/- 180 meters Scaled)
 MD1113
 MD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056467(NAD 83)
 MD1113
 MD1113                          SUPERSEDED SURVEY CONTROL
 MD1113
 MD1113  NGVD 29 (??/??/92)  245.318  (m)          804.85   (f) ADJ UNCH    2 0
 MD1113
 MD1113.Superseded values are not recommended for survey control.
 MD1113
 MD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1113.See file dsdata.pdf to determine how the superseded data were derived.
 MD1113
 MD1113_MARKER: DD = SURVEY DISK
 MD1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1113_SP_SET: BRIDGE
 MD1113_STAMPING: F 1 KOSC
 MD1113_MARK LOGO: INHD
 MD1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1113
 MD1113  HISTORY     - Date     Condition        Report By
 MD1113  HISTORY     - UNK      MONUMENTED       INHD
 MD1113  HISTORY     - 1946     GOOD             CGS
 MD1113  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1113
 MD1113                          STATION DESCRIPTION
 MD1113
 MD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1113'2.6 MI S FROM SIDNEY.
 MD1113'2.65 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1113'AT SIDNEY, ABOUT 0.1 MILE SOUTH OF A GRAVEL ROAD LEADING EAST
 MD1113'FROM THE HIGHWAY, IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 MD1113'40-FOOT CONCRETE BRIDGE OVER PLUNGE CREEK, 17 FEET WEST OF THE
 MD1113'CENTER LINE OF THE HIGHWAY, 1.3 FOOT WEST OF THE WEST CONCRETE
 MD1113'GUARD RAIL AND 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 MD1113
 MD1113                          STATION RECOVERY (1990)
 MD1113
 MD1113'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0287 ***********************************************************************
 LB0287  DESIGNATION -  F 1 MIAMI
 LB0287  PID         -  LB0287
 LB0287  STATE/COUNTY-  IN/MIAMI
 LB0287  COUNTRY     -  US
 LB0287  USGS QUAD   -  GALVESTON (2019)
 LB0287
 LB0287                         *CURRENT SURVEY CONTROL
 LB0287  ______________________________________________________________________
 LB0287* NAD 83(1986) POSITION- 40 36 36.     (N) 086 07 40.     (W)   SCALED
 LB0287* NAVD 88 ORTHO HEIGHT -   237.910 (meters)      780.54  (feet) ADJUSTED
 LB0287  ______________________________________________________________________
 LB0287  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 LB0287  DYNAMIC HEIGHT  -        237.791 (meters)      780.15  (feet) COMP
 LB0287  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LB0287
 LB0287  VERT ORDER      -  SECOND    CLASS 0
 LB0287
 LB0287.The horizontal coordinates were scaled from a map and have
 LB0287.an estimated accuracy of +/- 6 seconds.
 LB0287
 LB0287.The orthometric height was determined by differential leveling and
 LB0287.adjusted by the NATIONAL GEODETIC SURVEY
 LB0287.in June 1991.
 LB0287
 LB0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0287.GEOID18 height accuracy estimate available here.
 LB0287
 LB0287.Click photographs - Photos may exist for this station.
 LB0287
 LB0287.The dynamic height is computed by dividing the NAVD 88
 LB0287.geopotential number by the normal gravity value computed on the
 LB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0287.degrees latitude (g = 980.6199 gals.).
 LB0287
 LB0287.The modeled gravity was interpolated from observed gravity values.
 LB0287
 LB0287;                    North         East    Units  Estimated Accuracy
 LB0287;SPC IN E     -   595,350.       60,980.      MT  (+/- 180 meters Scaled)
 LB0287
 LB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737958(NAD 83)
 LB0287
 LB0287                          SUPERSEDED SURVEY CONTROL
 LB0287
 LB0287  NGVD 29 (??/??/92)  238.032  (m)          780.94   (f) ADJ UNCH    2 0
 LB0287
 LB0287.Superseded values are not recommended for survey control.
 LB0287
 LB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0287.See file dsdata.pdf to determine how the superseded data were derived.
 LB0287
 LB0287_MARKER: DD = SURVEY DISK
 LB0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0287_SP_SET: BRIDGE WINGWALL
 LB0287_STAMPING: F 1 MIAMI
 LB0287_MARK LOGO: INHD
 LB0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0287
 LB0287  HISTORY     - Date     Condition        Report By
 LB0287  HISTORY     - UNK      MONUMENTED       INHD
 LB0287  HISTORY     - 1946     GOOD             CGS
 LB0287  HISTORY     - 1970     POOR             NGS
 LB0287
 LB0287                          STATION DESCRIPTION
 LB0287
 LB0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0287'2.5 MI NW FROM BENNETTS SWITCH.
 LB0287'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 18 FROM THE M.E. CHURCH
 LB0287'AT BENNETTS SWITCH, THENCE ABOUT 1.7 MILES NORTH ALONG U.S.
 LB0287'HIGHWAY 31, ABOUT 0.25 MILE SOUTH OF A CROSS ROAD (LEADING EAST
 LB0287'TO MIAMI), SET IN THE TOP OF THE SOUTHWEST WING WALL OF A 74
 LB0287'FOOT CONCRETE BRIDGE OVER DEER CREEK, 16 FEET WEST OF AND
 LB0287'ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 LB0287
 LB0287                          STATION RECOVERY (1970)
 LB0287
 LB0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0287'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0288 ***********************************************************************
 LB0288  DESIGNATION -  F 1 MIAMI RESET
 LB0288  PID         -  LB0288
 LB0288  STATE/COUNTY-  IN/MIAMI
 LB0288  COUNTRY     -  US
 LB0288  USGS QUAD   -  GALVESTON (2019)
 LB0288
 LB0288                         *CURRENT SURVEY CONTROL
 LB0288  ______________________________________________________________________
 LB0288* NAD 83(1986) POSITION- 40 36 36.     (N) 086 07 40.     (W)   SCALED
 LB0288* NAVD 88 ORTHO HEIGHT -   237.32  (meters)      778.6   (feet) RESET
 LB0288  ______________________________________________________________________
 LB0288  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 LB0288  VERT ORDER      -  THIRD
 LB0288
 LB0288.The horizontal coordinates were scaled from a map and have
 LB0288.an estimated accuracy of +/- 6 seconds.
 LB0288
 LB0288.The orthometric height was computed from unverified reset data.
 LB0288
 LB0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0288.GEOID18 height accuracy estimate available here.
 LB0288
 LB0288.Click photographs - Photos may exist for this station.
 LB0288
 LB0288;                    North         East    Units  Estimated Accuracy
 LB0288;SPC IN E     -   595,350.       60,980.      MT  (+/- 180 meters Scaled)
 LB0288
 LB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737958(NAD 83)
 LB0288
 LB0288                          SUPERSEDED SURVEY CONTROL
 LB0288
 LB0288.No superseded survey control is available for this station.
 LB0288
 LB0288_MARKER: DB = BENCH MARK DISK
 LB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0288_STAMPING: F 1 MIAMI IHC RESET 1970
 LB0288_MARK LOGO: CGS
 LB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0288+STABILITY: SURFACE MOTION
 LB0288
 LB0288  HISTORY     - Date     Condition        Report By
 LB0288  HISTORY     - 1970     MONUMENTED       NGS
 LB0288
 LB0288                          STATION DESCRIPTION
 LB0288
 LB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB0288'2.5 MI NW FROM BENNETTS SWITCH.
 LB0288'0.8 MILE WEST ALONG STATE HIGHWAY 18 FROM BENNETTS SWITCH, THENCE
 LB0288'1.7 MILES NORTH ALONG U.S. HIGHWAY 31 TO THE MARK ON THE LEFT,
 LB0288'40 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE, 10 FEET WEST
 LB0288'OF CENTERLINE OF DRIVE, 1 FOOT SOUTHEAST OF A POWER POLE, 168
 LB0288'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S.
 LB0288'HIGHWAY 31, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LB0288'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0550 ***********************************************************************
 JZ0550  DESIGNATION -  F 1 RESET
 JZ0550  PID         -  JZ0550
 JZ0550  STATE/COUNTY-  IN/DEARBORN
 JZ0550  COUNTRY     -  US
 JZ0550  USGS QUAD   -  GUILFORD (2019)
 JZ0550
 JZ0550                         *CURRENT SURVEY CONTROL
 JZ0550  ______________________________________________________________________
 JZ0550* NAD 83(1986) POSITION- 39 10 00.     (N) 084 54 52.     (W)   SCALED
 JZ0550* NAVD 88 ORTHO HEIGHT -   162.088 (meters)      531.78  (feet) ADJUSTED
 JZ0550  ______________________________________________________________________
 JZ0550  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ0550  DYNAMIC HEIGHT  -        161.988 (meters)      531.46  (feet) COMP
 JZ0550  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 JZ0550
 JZ0550  VERT ORDER      -  FIRST     CLASS II
 JZ0550
 JZ0550.The horizontal coordinates were scaled from a map and have
 JZ0550.an estimated accuracy of +/- 6 seconds.
 JZ0550
 JZ0550.The orthometric height was determined by differential leveling and
 JZ0550.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0550.in June 1991.
 JZ0550
 JZ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0550.GEOID18 height accuracy estimate available here.
 JZ0550
 JZ0550.Click photographs - Photos may exist for this station.
 JZ0550
 JZ0550.The dynamic height is computed by dividing the NAVD 88
 JZ0550.geopotential number by the normal gravity value computed on the
 JZ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0550.degrees latitude (g = 980.6199 gals.).
 JZ0550
 JZ0550.The modeled gravity was interpolated from observed gravity values.
 JZ0550
 JZ0550;                    North         East    Units  Estimated Accuracy
 JZ0550;SPC IN E     -   435,270.      165,010.      MT  (+/- 180 meters Scaled)
 JZ0550
 JZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ801373(NAD 83)
 JZ0550
 JZ0550                          SUPERSEDED SURVEY CONTROL
 JZ0550
 JZ0550  NGVD 29 (??/??/92)  162.295  (m)          532.46   (f) ADJ UNCH    1 2
 JZ0550
 JZ0550.Superseded values are not recommended for survey control.
 JZ0550
 JZ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0550.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0550
 JZ0550_MARKER: DB = BENCH MARK DISK
 JZ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0550_STAMPING: F 1 RESET 1947
 JZ0550_MARK LOGO: CGS
 JZ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0550+STABILITY: SURFACE MOTION
 JZ0550
 JZ0550  HISTORY     - Date     Condition        Report By
 JZ0550  HISTORY     - 1947     MONUMENTED       CGS
 JZ0550  HISTORY     - 1966     POOR             CGS
 JZ0550  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0550
 JZ0550                          STATION DESCRIPTION
 JZ0550
 JZ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0550'AT GUILFORD.
 JZ0550'AT GUILFORD, ALONG THE NEW YORK CENTRAL RAILROAD, 96 FEET EAST
 JZ0550'OF THE NORTHEAST CORNER OF THE STATION, 51 FEET NORTH OF THE
 JZ0550'NORTH RAIL, 15 FEET NORTH OF THE NORTH END OF A SECTION TOOL
 JZ0550'HOUSE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW
 JZ0550'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 JZ0550'INCHES.
 JZ0550
 JZ0550                          STATION RECOVERY (1966)
 JZ0550
 JZ0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0550'MARK RECOVERED IN POOR CONDITION.
 JZ0550
 JZ0550                          STATION RECOVERY (1986)
 JZ0550
 JZ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0011 ***********************************************************************
 JA0011  DESIGNATION -  F 10
 JA0011  PID         -  JA0011
 JA0011  STATE/COUNTY-  IN/JACKSON
 JA0011  COUNTRY     -  US
 JA0011  USGS QUAD   -  MEDORA (2019)
 JA0011
 JA0011                         *CURRENT SURVEY CONTROL
 JA0011  ______________________________________________________________________
 JA0011* NAD 83(1986) POSITION- 38 50 03.     (N) 086 07 51.     (W)   SCALED
 JA0011* NAVD 88 ORTHO HEIGHT -   162.107 (meters)      531.85  (feet) ADJUSTED
 JA0011  ______________________________________________________________________
 JA0011  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 JA0011  DYNAMIC HEIGHT  -        162.003 (meters)      531.50  (feet) COMP
 JA0011  MODELED GRAVITY -    979,984.8   (mgal)                       NAVD 88
 JA0011
 JA0011  VERT ORDER      -  FIRST     CLASS II
 JA0011
 JA0011.The horizontal coordinates were scaled from a map and have
 JA0011.an estimated accuracy of +/- 6 seconds.
 JA0011
 JA0011.The orthometric height was determined by differential leveling and
 JA0011.adjusted by the NATIONAL GEODETIC SURVEY
 JA0011.in June 1991.
 JA0011
 JA0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0011.GEOID18 height accuracy estimate available here.
 JA0011
 JA0011.Click photographs - Photos may exist for this station.
 JA0011
 JA0011.The dynamic height is computed by dividing the NAVD 88
 JA0011.geopotential number by the normal gravity value computed on the
 JA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0011.degrees latitude (g = 980.6199 gals.).
 JA0011
 JA0011.The modeled gravity was interpolated from observed gravity values.
 JA0011
 JA0011;                    North         East    Units  Estimated Accuracy
 JA0011;SPC IN E     -   398,190.       59,700.      MT  (+/- 180 meters Scaled)
 JA0011
 JA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH754987(NAD 83)
 JA0011
 JA0011                          SUPERSEDED SURVEY CONTROL
 JA0011
 JA0011  NGVD 29 (??/??/92)  162.230  (m)          532.25   (f) ADJ UNCH    1 2
 JA0011
 JA0011.Superseded values are not recommended for survey control.
 JA0011
 JA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0011.See file dsdata.pdf to determine how the superseded data were derived.
 JA0011
 JA0011_MARKER: DB = BENCH MARK DISK
 JA0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0011_SP_SET: PIER
 JA0011_STAMPING: 532.250 F 10 1930
 JA0011_MARK LOGO: CGS
 JA0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0011
 JA0011  HISTORY     - Date     Condition        Report By
 JA0011  HISTORY     - 1930     MONUMENTED       CGS
 JA0011  HISTORY     - 1934     GOOD             CGS
 JA0011
 JA0011                          STATION DESCRIPTION
 JA0011
 JA0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0011'2.5 MI SW FROM VALLONIA.
 JA0011'2.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0011'VALLONIA, JACKSON COUNTY, AT BRIDGE 103/26 OVER WHITE RIVER, IN
 JA0011'THE SOUTH END OF THE FIRST PIER WEST OF THE EAST ABUTMENT, 3
 JA0011'FEET SOUTH OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 JA0011'STANDARD DISK, STAMPED 532.250 F 10 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1180 ***********************************************************************
 MD1180  DESIGNATION -  F 10 ELKT
 MD1180  PID         -  MD1180
 MD1180  STATE/COUNTY-  IN/ELKHART
 MD1180  COUNTRY     -  US
 MD1180  USGS QUAD   -  MILFORD (2019)
 MD1180
 MD1180                         *CURRENT SURVEY CONTROL
 MD1180  ______________________________________________________________________
 MD1180* NAD 83(1986) POSITION- 41 26 58.     (N) 085 45 02.     (W)   SCALED
 MD1180* NAVD 88 ORTHO HEIGHT -   268.976 (meters)      882.47  (feet) ADJUSTED
 MD1180  ______________________________________________________________________
 MD1180  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 MD1180  DYNAMIC HEIGHT  -        268.866 (meters)      882.10  (feet) COMP
 MD1180  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 MD1180
 MD1180  VERT ORDER      -  SECOND    CLASS 0
 MD1180
 MD1180.The horizontal coordinates were scaled from a map and have
 MD1180.an estimated accuracy of +/- 6 seconds.
 MD1180
 MD1180.The orthometric height was determined by differential leveling and
 MD1180.adjusted by the NATIONAL GEODETIC SURVEY
 MD1180.in June 1991.
 MD1180
 MD1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1180.GEOID18 height accuracy estimate available here.
 MD1180
 MD1180.Click photographs - Photos may exist for this station.
 MD1180
 MD1180.The dynamic height is computed by dividing the NAVD 88
 MD1180.geopotential number by the normal gravity value computed on the
 MD1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1180.degrees latitude (g = 980.6199 gals.).
 MD1180
 MD1180.The modeled gravity was interpolated from observed gravity values.
 MD1180
 MD1180;                    North         East    Units  Estimated Accuracy
 MD1180;SPC IN E     -   688,470.       92,990.      MT  (+/- 180 meters Scaled)
 MD1180
 MD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043894(NAD 83)
 MD1180
 MD1180                          SUPERSEDED SURVEY CONTROL
 MD1180
 MD1180  NGVD 29 (??/??/92)  269.102  (m)          882.88   (f) ADJ UNCH    2 0
 MD1180
 MD1180.Superseded values are not recommended for survey control.
 MD1180
 MD1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1180.See file dsdata.pdf to determine how the superseded data were derived.
 MD1180
 MD1180_MARKER: DD = SURVEY DISK
 MD1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1180_STAMPING: F 10 ELKT
 MD1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1180+STABILITY: SURFACE MOTION
 MD1180
 MD1180  HISTORY     - Date     Condition        Report By
 MD1180  HISTORY     - UNK      MONUMENTED       INHD
 MD1180  HISTORY     - 1946     GOOD             CGS
 MD1180  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1180
 MD1180                          STATION DESCRIPTION
 MD1180
 MD1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1180'9.6 MI SW FROM LIGONIER.
 MD1180'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1180'LIGONIER, THENCE ABOUT 8.55 MILE WEST ALONG U.S. HIGHWAY 6, AT
 MD1180'THE JUNCTION OF STATE HIGHWAYS 313 LEADING NORTH, AND 13 LEADING
 MD1180'SOUTH, 204 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 49
 MD1180'FEET SOUTH OF POWER POLE NO. 530/673, 38 FEET SOUTHWEST OF THE
 MD1180'SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 12 INCH PIPE CULVERT
 MD1180'UNDER HIGHWAY 13, 47 FEET WEST OF THE CENTER LINE OF HIGHWAY 13,
 MD1180'3.5 FEET EAST OF A WIRE FENCE, ABOUT 7 FEET BELOW THE HIGHWAY,
 MD1180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 MD1180'NOTE-- MARK MAY BE REACHED FROM THE BALTIMORE AND OHIO RAILROAD
 MD1180'STATION AT SYRACUSE BY GOING ABOUT 2.1 MILES NORTH ALONG STATE
 MD1180'HIGHWAY 13 TO THE JUNCTION OF U.S. HIGHWAY 6.
 MD1180
 MD1180                          STATION RECOVERY (1993)
 MD1180
 MD1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1180'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1660 ***********************************************************************
 LB1660  DESIGNATION -  F 100
 LB1660  PID         -  LB1660
 LB1660  STATE/COUNTY-  IN/WARREN
 LB1660  COUNTRY     -  US
 LB1660  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1660
 LB1660                         *CURRENT SURVEY CONTROL
 LB1660  ______________________________________________________________________
 LB1660* NAD 83(1986) POSITION- 40 17 55.     (N) 087 18 11.     (W)   SCALED
 LB1660* NAVD 88 ORTHO HEIGHT -   207.395 (meters)      680.43  (feet) ADJUSTED
 LB1660  ______________________________________________________________________
 LB1660  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 LB1660  DYNAMIC HEIGHT  -        207.290 (meters)      680.08  (feet) COMP
 LB1660  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 LB1660
 LB1660  VERT ORDER      -  SECOND    CLASS 0
 LB1660
 LB1660.The horizontal coordinates were scaled from a map and have
 LB1660.an estimated accuracy of +/- 6 seconds.
 LB1660
 LB1660.The orthometric height was determined by differential leveling and
 LB1660.adjusted by the NATIONAL GEODETIC SURVEY
 LB1660.in June 1991.
 LB1660
 LB1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1660.GEOID18 height accuracy estimate available here.
 LB1660
 LB1660.Click photographs - Photos may exist for this station.
 LB1660
 LB1660.The dynamic height is computed by dividing the NAVD 88
 LB1660.geopotential number by the normal gravity value computed on the
 LB1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1660.degrees latitude (g = 980.6199 gals.).
 LB1660
 LB1660.The modeled gravity was interpolated from observed gravity values.
 LB1660
 LB1660;                    North         East    Units  Estimated Accuracy
 LB1660;SPC IN W     -   560,700.      881,320.      MT  (+/- 180 meters Scaled)
 LB1660
 LB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK742609(NAD 83)
 LB1660
 LB1660                          SUPERSEDED SURVEY CONTROL
 LB1660
 LB1660  NGVD 29 (??/??/92)  207.457  (m)          680.63   (f) ADJ UNCH    2 0
 LB1660
 LB1660.Superseded values are not recommended for survey control.
 LB1660
 LB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1660.See file dsdata.pdf to determine how the superseded data were derived.
 LB1660
 LB1660_MARKER: DB = BENCH MARK DISK
 LB1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1660_STAMPING: F 100 1946
 LB1660_MARK LOGO: CGS
 LB1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1660+STABILITY: SURFACE MOTION
 LB1660
 LB1660  HISTORY     - Date     Condition        Report By
 LB1660  HISTORY     - 1946     MONUMENTED       CGS
 LB1660
 LB1660                          STATION DESCRIPTION
 LB1660
 LB1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1660'0.9 MI NW FROM WILLIAMSPORT.
 LB1660'ABOUT 0.9 MILE NORTHWEST ALONG A PAVED ROAD LEADING TO U.S.
 LB1660'HIGHWAY 41 FROM THE COURT HOUSE AT WILLIAMSPORT, ABOUT 300 FEET
 LB1660'NORTHWEST OF A GRAVEL ROAD LEADING SOUTH, 76 FEET WEST OF THE
 LB1660'WEST CORNER OF A TWO STORY BRICK HOUSE, 30 FEET NORTHEAST OF THE
 LB1660'CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF THE CENTER OF A
 LB1660'DRIVE WAY, 6 FEET EAST OF AN 18 INCH CEDAR TREE, AT AN IRON GATE
 LB1660'WITH THE NAME JOHN RIDENOUR OVER THE TOP, AND ABOUT LEVEL WITH
 LB1660'THE HIGHWAY.  A STANDARD DISK, STAMPED F 100 1946 AND SET IN THE
 LB1660'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0954 ***********************************************************************
 KA0954  DESIGNATION -  F 101
 KA0954  PID         -  KA0954
 KA0954  STATE/COUNTY-  IN/PARKE
 KA0954  COUNTRY     -  US
 KA0954  USGS QUAD   -  ROCKVILLE (2019)
 KA0954
 KA0954                         *CURRENT SURVEY CONTROL
 KA0954  ______________________________________________________________________
 KA0954* NAD 83(1986) POSITION- 39 48 53.     (N) 087 14 11.     (W)   SCALED
 KA0954* NAVD 88 ORTHO HEIGHT -   213.186 (meters)      699.43  (feet) ADJUSTED
 KA0954  ______________________________________________________________________
 KA0954  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0954  DYNAMIC HEIGHT  -        213.066 (meters)      699.03  (feet) COMP
 KA0954  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 KA0954
 KA0954  VERT ORDER      -  SECOND    CLASS 0
 KA0954
 KA0954.The horizontal coordinates were scaled from a map and have
 KA0954.an estimated accuracy of +/- 6 seconds.
 KA0954
 KA0954.The orthometric height was determined by differential leveling and
 KA0954.adjusted by the NATIONAL GEODETIC SURVEY
 KA0954.in June 1991.
 KA0954
 KA0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0954.GEOID18 height accuracy estimate available here.
 KA0954
 KA0954.Click photographs - Photos may exist for this station.
 KA0954
 KA0954.The dynamic height is computed by dividing the NAVD 88
 KA0954.geopotential number by the normal gravity value computed on the
 KA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0954.degrees latitude (g = 980.6199 gals.).
 KA0954
 KA0954.The modeled gravity was interpolated from observed gravity values.
 KA0954
 KA0954;                    North         East    Units  Estimated Accuracy
 KA0954;SPC IN W     -   506,960.      886,900.      MT  (+/- 180 meters Scaled)
 KA0954
 KA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797072(NAD 83)
 KA0954
 KA0954                          SUPERSEDED SURVEY CONTROL
 KA0954
 KA0954  NGVD 29 (??/??/92)  213.278  (m)          699.73   (f) ADJ UNCH    2 0
 KA0954
 KA0954.Superseded values are not recommended for survey control.
 KA0954
 KA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0954.See file dsdata.pdf to determine how the superseded data were derived.
 KA0954
 KA0954_MARKER: DB = BENCH MARK DISK
 KA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0954_STAMPING: F 101 1946
 KA0954_MARK LOGO: CGS
 KA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0954+STABILITY: SURFACE MOTION
 KA0954
 KA0954  HISTORY     - Date     Condition        Report By
 KA0954  HISTORY     - 1946     MONUMENTED       CGS
 KA0954
 KA0954                          STATION DESCRIPTION
 KA0954
 KA0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0954'3.9 MI N FROM ROCKVILLE.
 KA0954'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0954'AT ROCKVILLE, THENCE ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY
 KA0954'41, AT THE GATE TO A CULTIVATED FIELD, 130 FEET NORTHWEST OF AND
 KA0954'ACROSS THE HIGHWAY FROM THE CENTER OF THE JUNCTION OF A PRIVATE
 KA0954'ROAD LEADING EAST TO A FARM, 27 FEET WEST OF AND ABOUT 1 FOOT
 KA0954'BELOW THE CENTER LINE OF THE HIGHWAY, 18.5 FEET NORTH OF TELEPHONE
 KA0954'POLE 101, 2.4 FEET NORTHWEST OF A 12 BY 12 INCH CONCRETE GATE
 KA0954'POST, AND 2.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 KA0954'STANDARD DISK, STAMPED F 101 1946 AND SET IN THE TOP OF A CONCRETE
 KA0954'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1017 ***********************************************************************
 KA1017  DESIGNATION -  F 102
 KA1017  PID         -  KA1017
 KA1017  STATE/COUNTY-  IN/PARKE
 KA1017  COUNTRY     -  US
 KA1017  USGS QUAD   -  MONTEZUMA (2019)
 KA1017
 KA1017                         *CURRENT SURVEY CONTROL
 KA1017  ______________________________________________________________________
 KA1017* NAD 83(1986) POSITION- 39 47 51.     (N) 087 21 03.     (W)   SCALED
 KA1017* NAVD 88 ORTHO HEIGHT -   149.406 (meters)      490.18  (feet) ADJUSTED
 KA1017  ______________________________________________________________________
 KA1017  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 KA1017  DYNAMIC HEIGHT  -        149.323 (meters)      489.90  (feet) COMP
 KA1017  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 KA1017
 KA1017  VERT ORDER      -  SECOND    CLASS 0
 KA1017
 KA1017.The horizontal coordinates were scaled from a map and have
 KA1017.an estimated accuracy of +/- 6 seconds.
 KA1017
 KA1017.The orthometric height was determined by differential leveling and
 KA1017.adjusted by the NATIONAL GEODETIC SURVEY
 KA1017.in June 1991.
 KA1017
 KA1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1017.GEOID18 height accuracy estimate available here.
 KA1017
 KA1017.Click photographs - Photos may exist for this station.
 KA1017
 KA1017.The dynamic height is computed by dividing the NAVD 88
 KA1017.geopotential number by the normal gravity value computed on the
 KA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1017.degrees latitude (g = 980.6199 gals.).
 KA1017
 KA1017.The modeled gravity was interpolated from observed gravity values.
 KA1017
 KA1017;                    North         East    Units  Estimated Accuracy
 KA1017;SPC IN W     -   505,070.      877,090.      MT  (+/- 180 meters Scaled)
 KA1017
 KA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK699053(NAD 83)
 KA1017
 KA1017                          SUPERSEDED SURVEY CONTROL
 KA1017
 KA1017  NGVD 29 (??/??/92)  149.505  (m)          490.50   (f) ADJ UNCH    2 0
 KA1017
 KA1017.Superseded values are not recommended for survey control.
 KA1017
 KA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1017.See file dsdata.pdf to determine how the superseded data were derived.
 KA1017
 KA1017_MARKER: DB = BENCH MARK DISK
 KA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1017_STAMPING: F 102 1946
 KA1017_MARK LOGO: CGS
 KA1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1017+STABILITY: SURFACE MOTION
 KA1017
 KA1017  HISTORY     - Date     Condition        Report By
 KA1017  HISTORY     - 1946     MONUMENTED       CGS
 KA1017  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA1017
 KA1017                          STATION DESCRIPTION
 KA1017
 KA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1017'1.3 MI E FROM MONTEZUMA.
 KA1017'ABOUT 1.3 MILES EAST ALONG THE MONTEZUMA-BLOOMINGDALE ROAD FROM
 KA1017'THE POST OFFICE AT MONTEZUMA, AT A CROSS ROAD, 57 FEET EAST OF
 KA1017'THE CENTER LINE OF THE ROAD NORTH, 52.5 FEET NORTHEAST AND ACROSS
 KA1017'THE ROAD FROM POWER POLE NO. 3-115.76, 18 FEET NORTH OF THE
 KA1017'CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF A WIRE FENCE,
 KA1017'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1017'DISK, STAMPED F 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1017'PROJECTING 6 INCHES ABOVE GROUND.
 KA1017
 KA1017                          STATION RECOVERY (1975)
 KA1017
 KA1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KA1017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0998 ***********************************************************************
 KA0998  DESIGNATION -  F 103
 KA0998  PID         -  KA0998
 KA0998  STATE/COUNTY-  IN/FOUNTAIN
 KA0998  COUNTRY     -  US
 KA0998  USGS QUAD   -  WALLACE (2019)
 KA0998
 KA0998                         *CURRENT SURVEY CONTROL
 KA0998  ______________________________________________________________________
 KA0998* NAD 83(1986) POSITION- 39 58 03.     (N) 087 09 47.     (W)   SCALED
 KA0998* NAVD 88 ORTHO HEIGHT -   211.913 (meters)      695.25  (feet) ADJUSTED
 KA0998  ______________________________________________________________________
 KA0998  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 KA0998  DYNAMIC HEIGHT  -        211.797 (meters)      694.87  (feet) COMP
 KA0998  MODELED GRAVITY -    980,077.6   (mgal)                       NAVD 88
 KA0998
 KA0998  VERT ORDER      -  SECOND    CLASS 0
 KA0998
 KA0998.The horizontal coordinates were scaled from a map and have
 KA0998.an estimated accuracy of +/- 6 seconds.
 KA0998
 KA0998.The orthometric height was determined by differential leveling and
 KA0998.adjusted by the NATIONAL GEODETIC SURVEY
 KA0998.in June 1991.
 KA0998
 KA0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0998.GEOID18 height accuracy estimate available here.
 KA0998
 KA0998.Click photographs - Photos may exist for this station.
 KA0998
 KA0998.The dynamic height is computed by dividing the NAVD 88
 KA0998.geopotential number by the normal gravity value computed on the
 KA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0998.degrees latitude (g = 980.6199 gals.).
 KA0998
 KA0998.The modeled gravity was interpolated from observed gravity values.
 KA0998
 KA0998;                    North         East    Units  Estimated Accuracy
 KA0998;SPC IN W     -   523,910.      893,190.      MT  (+/- 180 meters Scaled)
 KA0998
 KA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK860241(NAD 83)
 KA0998
 KA0998                          SUPERSEDED SURVEY CONTROL
 KA0998
 KA0998  NGVD 29 (??/??/92)  211.991  (m)          695.51   (f) ADJ UNCH    2 0
 KA0998
 KA0998.Superseded values are not recommended for survey control.
 KA0998
 KA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0998.See file dsdata.pdf to determine how the superseded data were derived.
 KA0998
 KA0998_MARKER: DB = BENCH MARK DISK
 KA0998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0998_SP_SET: CULVERT HEADWALL
 KA0998_STAMPING: F 103 1946
 KA0998_MARK LOGO: CGS
 KA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0998+STABILITY: SURFACE MOTION
 KA0998
 KA0998  HISTORY     - Date     Condition        Report By
 KA0998  HISTORY     - 1946     MONUMENTED       CGS
 KA0998
 KA0998                          STATION DESCRIPTION
 KA0998
 KA0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0998'6.2 MI E FROM KINGMAN.
 KA0998'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0998'AT KINGMAN, 0.55 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 KA0998'SUGAR MILL CREEK, 70 YARDS WEST OF A CROSS ROAD, SET IN THE TOP
 KA0998'OF THE EAST END OF THE NORTH HEAD WALL OF A 4 FOOT CONCRETE
 KA0998'CULVERT, 30 FEET NORTH OF AND ABOUT 6 FEET BELOW THE CENTER
 KA0998'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1759 ***********************************************************************
 LB1759  DESIGNATION -  F 104
 LB1759  PID         -  LB1759
 LB1759  STATE/COUNTY-  IN/FOUNTAIN
 LB1759  COUNTRY     -  US
 LB1759  USGS QUAD   -  PERRYSVILLE (2019)
 LB1759
 LB1759                         *CURRENT SURVEY CONTROL
 LB1759  ______________________________________________________________________
 LB1759* NAD 83(1986) POSITION- 40 04 28.     (N) 087 22 34.     (W)   SCALED
 LB1759* NAVD 88 ORTHO HEIGHT -   200.825 (meters)      658.87  (feet) ADJUSTED
 LB1759  ______________________________________________________________________
 LB1759  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 LB1759  DYNAMIC HEIGHT  -        200.721 (meters)      658.53  (feet) COMP
 LB1759  MODELED GRAVITY -    980,103.0   (mgal)                       NAVD 88
 LB1759
 LB1759  VERT ORDER      -  SECOND    CLASS 0
 LB1759
 LB1759.The horizontal coordinates were scaled from a map and have
 LB1759.an estimated accuracy of +/- 6 seconds.
 LB1759
 LB1759.The orthometric height was determined by differential leveling and
 LB1759.adjusted by the NATIONAL GEODETIC SURVEY
 LB1759.in June 1991.
 LB1759
 LB1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1759.GEOID18 height accuracy estimate available here.
 LB1759
 LB1759.Click photographs - Photos may exist for this station.
 LB1759
 LB1759.The dynamic height is computed by dividing the NAVD 88
 LB1759.geopotential number by the normal gravity value computed on the
 LB1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1759.degrees latitude (g = 980.6199 gals.).
 LB1759
 LB1759.The modeled gravity was interpolated from observed gravity values.
 LB1759
 LB1759;                    North         East    Units  Estimated Accuracy
 LB1759;SPC IN W     -   535,820.      875,030.      MT  (+/- 180 meters Scaled)
 LB1759
 LB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679360(NAD 83)
 LB1759
 LB1759                          SUPERSEDED SURVEY CONTROL
 LB1759
 LB1759  NGVD 29 (??/??/92)  200.881  (m)          659.06   (f) ADJ UNCH    2 0
 LB1759
 LB1759.Superseded values are not recommended for survey control.
 LB1759
 LB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1759.See file dsdata.pdf to determine how the superseded data were derived.
 LB1759
 LB1759_MARKER: DB = BENCH MARK DISK
 LB1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1759_STAMPING: F 104 1946
 LB1759_MARK LOGO: CGS
 LB1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1759+STABILITY: SURFACE MOTION
 LB1759
 LB1759  HISTORY     - Date     Condition        Report By
 LB1759  HISTORY     - 1946     MONUMENTED       CGS
 LB1759
 LB1759                          STATION DESCRIPTION
 LB1759
 LB1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1759'5 MI S FROM COVINGTON.
 LB1759'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE
 LB1759'AT COVINGTON, THENCE ABOUT 4.55 MILES SOUTH ALONG A BLACK TOP
 LB1759'ROAD, 0.55 MILE SOUTH OF THE WABASH CHAPEL, 1.0 MILE NORTH OF A
 LB1759'CROSS ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING EAST, 24
 LB1759'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET SOUTH
 LB1759'OF THE CENTER LINE OF THE ROAD EAST, 14.5 FEET SOUTH OF A
 LB1759'LARGE ROUND CONCRETE FENCE CORNER POST, 1 FOOT WEST OF A WIRE
 LB1759'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LB1759'LEVEL WITH THE BLACK TOP ROAD.  A STANDARD DISK, STAMPED F 104
 LB1759'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB1759'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1312 ***********************************************************************
 LB1312  DESIGNATION -  F 106
 LB1312  PID         -  LB1312
 LB1312  STATE/COUNTY-  IN/NEWTON
 LB1312  COUNTRY     -  US
 LB1312  USGS QUAD   -  MOUNT AYR (2019)
 LB1312
 LB1312                         *CURRENT SURVEY CONTROL
 LB1312  ______________________________________________________________________
 LB1312* NAD 83(1986) POSITION- 40 56 27.     (N) 087 17 43.     (W)   SCALED
 LB1312* NAVD 88 ORTHO HEIGHT -   208.698 (meters)      684.70  (feet) ADJUSTED
 LB1312  ______________________________________________________________________
 LB1312  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LB1312  DYNAMIC HEIGHT  -        208.607 (meters)      684.40  (feet) COMP
 LB1312  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 LB1312
 LB1312  VERT ORDER      -  SECOND    CLASS 0
 LB1312
 LB1312.The horizontal coordinates were scaled from a map and have
 LB1312.an estimated accuracy of +/- 6 seconds.
 LB1312
 LB1312.The orthometric height was determined by differential leveling and
 LB1312.adjusted by the NATIONAL GEODETIC SURVEY
 LB1312.in June 1991.
 LB1312
 LB1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1312.GEOID18 height accuracy estimate available here.
 LB1312
 LB1312.Click photographs - Photos may exist for this station.
 LB1312
 LB1312.The dynamic height is computed by dividing the NAVD 88
 LB1312.geopotential number by the normal gravity value computed on the
 LB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1312.degrees latitude (g = 980.6199 gals.).
 LB1312
 LB1312.The modeled gravity was interpolated from observed gravity values.
 LB1312
 LB1312;                    North         East    Units  Estimated Accuracy
 LB1312;SPC IN W     -   632,010.      882,150.      MT  (+/- 180 meters Scaled)
 LB1312
 LB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL751322(NAD 83)
 LB1312
 LB1312                          SUPERSEDED SURVEY CONTROL
 LB1312
 LB1312  NGVD 29 (??/??/92)  208.777  (m)          684.96   (f) ADJ UNCH    2 0
 LB1312
 LB1312.Superseded values are not recommended for survey control.
 LB1312
 LB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1312.See file dsdata.pdf to determine how the superseded data were derived.
 LB1312
 LB1312_MARKER: DB = BENCH MARK DISK
 LB1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1312_STAMPING: F 106 1946
 LB1312_MARK LOGO: CGS
 LB1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1312+STABILITY: SURFACE MOTION
 LB1312
 LB1312  HISTORY     - Date     Condition        Report By
 LB1312  HISTORY     - 1946     MONUMENTED       CGS
 LB1312  HISTORY     - 20061219 MARK NOT FOUND   BFSINC
 LB1312
 LB1312                          STATION DESCRIPTION
 LB1312
 LB1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1312'1 MI S FROM MT AYR.
 LB1312'ABOUT 1.0 MILE SOUTH OF THE SCHOOL BUILDING AT MT. AYR ALONG
 LB1312'STATE HIGHWAY 55, AT THE INTERSECTION WITH STATE HIGHWAY 114,
 LB1312'IN THE NORTHEAST QUARTER OF THE INTERSECTION, 124 FEET NORTH
 LB1312'OF THE CENTER LINE OF HIGHWAY 114, 24 FEET EAST OF THE CENTER
 LB1312'LINE OF HIGHWAY 55, 22.5 FEET NORTH OF A FENCE CORNER AND A
 LB1312'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT WEST OF THE EAST
 LB1312'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1312'3 INCHES AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
 LB1312
 LB1312                          STATION RECOVERY (2006)
 LB1312
 LB1312'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1413 ***********************************************************************
 LB1413  DESIGNATION -  F 107
 LB1413  PID         -  LB1413
 LB1413  STATE/COUNTY-  IN/JASPER
 LB1413  COUNTRY     -  US
 LB1413  USGS QUAD   -  GOODLAND (2019)
 LB1413
 LB1413                         *CURRENT SURVEY CONTROL
 LB1413  ______________________________________________________________________
 LB1413* NAD 83(1986) POSITION- 40 51 58.     (N) 087 15 04.     (W)   SCALED
 LB1413* NAVD 88 ORTHO HEIGHT -   198.861 (meters)      652.43  (feet) ADJUSTED
 LB1413  ______________________________________________________________________
 LB1413  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 LB1413  DYNAMIC HEIGHT  -        198.774 (meters)      652.14  (feet) COMP
 LB1413  MODELED GRAVITY -    980,181.8   (mgal)                       NAVD 88
 LB1413
 LB1413  VERT ORDER      -  SECOND    CLASS 0
 LB1413
 LB1413.The horizontal coordinates were scaled from a map and have
 LB1413.an estimated accuracy of +/- 6 seconds.
 LB1413
 LB1413.The orthometric height was determined by differential leveling and
 LB1413.adjusted by the NATIONAL GEODETIC SURVEY
 LB1413.in June 1991.
 LB1413
 LB1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1413.GEOID18 height accuracy estimate available here.
 LB1413
 LB1413.Click photographs - Photos may exist for this station.
 LB1413
 LB1413.The dynamic height is computed by dividing the NAVD 88
 LB1413.geopotential number by the normal gravity value computed on the
 LB1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1413.degrees latitude (g = 980.6199 gals.).
 LB1413
 LB1413.The modeled gravity was interpolated from observed gravity values.
 LB1413
 LB1413;                    North         East    Units  Estimated Accuracy
 LB1413;SPC IN W     -   623,700.      885,860.      MT  (+/- 180 meters Scaled)
 LB1413
 LB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL788239(NAD 83)
 LB1413
 LB1413                          SUPERSEDED SURVEY CONTROL
 LB1413
 LB1413  NGVD 29 (??/??/92)  198.941  (m)          652.69   (f) ADJ UNCH    2 0
 LB1413
 LB1413.Superseded values are not recommended for survey control.
 LB1413
 LB1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1413.See file dsdata.pdf to determine how the superseded data were derived.
 LB1413
 LB1413_MARKER: DB = BENCH MARK DISK
 LB1413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1413_SP_SET: BOX CULVERT HEADWALL
 LB1413_STAMPING: F 107 1946
 LB1413_MARK LOGO: CGS
 LB1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1413+STABILITY: SURFACE MOTION
 LB1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1413+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1413
 LB1413  HISTORY     - Date     Condition        Report By
 LB1413  HISTORY     - 1946     MONUMENTED       CGS
 LB1413  HISTORY     - 20120327 GOOD             IN-073
 LB1413
 LB1413                          STATION DESCRIPTION
 LB1413
 LB1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1413'2.4 MI E FROM FORESMAN.
 LB1413'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE
 LB1413'AT FORESMAN, AT A CROSS ROAD, SET IN THE NORTHWEST QUARTER OF THE
 LB1413'INTERSECTION, 228 FEET WEST OF THE CENTER OF THE INTERSECTION,
 LB1413'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 LB1413'OF THE EAST END OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE BOX
 LB1413'CULVERT AND ABOUT 2 FEET BELOW HIGHWAY LEVEL.
 LB1413
 LB1413                          STATION RECOVERY (2012)
 LB1413
 LB1413'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1343 ***********************************************************************
 LB1343  DESIGNATION -  F 108
 LB1343  PID         -  LB1343
 LB1343  STATE/COUNTY-  IN/JASPER
 LB1343  COUNTRY     -  US
 LB1343  USGS QUAD   -  REMINGTON (2019)
 LB1343
 LB1343                         *CURRENT SURVEY CONTROL
 LB1343  ______________________________________________________________________
 LB1343* NAD 83(1986) POSITION- 40 50 13.     (N) 087 09 15.     (W)   SCALED
 LB1343* NAVD 88 ORTHO HEIGHT -   206.311 (meters)      676.87  (feet) ADJUSTED
 LB1343  ______________________________________________________________________
 LB1343  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB1343  DYNAMIC HEIGHT  -        206.219 (meters)      676.57  (feet) COMP
 LB1343  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 LB1343
 LB1343  VERT ORDER      -  SECOND    CLASS 0
 LB1343
 LB1343.The horizontal coordinates were scaled from a map and have
 LB1343.an estimated accuracy of +/- 6 seconds.
 LB1343
 LB1343.The orthometric height was determined by differential leveling and
 LB1343.adjusted by the NATIONAL GEODETIC SURVEY
 LB1343.in June 1991.
 LB1343
 LB1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1343.GEOID18 height accuracy estimate available here.
 LB1343
 LB1343.Click photographs - Photos may exist for this station.
 LB1343
 LB1343.The dynamic height is computed by dividing the NAVD 88
 LB1343.geopotential number by the normal gravity value computed on the
 LB1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1343.degrees latitude (g = 980.6199 gals.).
 LB1343
 LB1343.The modeled gravity was interpolated from observed gravity values.
 LB1343
 LB1343;                    North         East    Units  Estimated Accuracy
 LB1343;SPC IN W     -   620,450.      894,030.      MT  (+/- 180 meters Scaled)
 LB1343
 LB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870206(NAD 83)
 LB1343
 LB1343                          SUPERSEDED SURVEY CONTROL
 LB1343
 LB1343  NGVD 29 (??/??/92)  206.393  (m)          677.14   (f) ADJ UNCH    2 0
 LB1343
 LB1343.Superseded values are not recommended for survey control.
 LB1343
 LB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1343.See file dsdata.pdf to determine how the superseded data were derived.
 LB1343
 LB1343_MARKER: DB = BENCH MARK DISK
 LB1343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1343_SP_SET: CULVERT HEADWALL
 LB1343_STAMPING: F 108 1946
 LB1343_MARK LOGO: CGS
 LB1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1343+STABILITY: SURFACE MOTION
 LB1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1343+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1343
 LB1343  HISTORY     - Date     Condition        Report By
 LB1343  HISTORY     - 1946     MONUMENTED       CGS
 LB1343  HISTORY     - 20071110 GOOD             GEOCAC
 LB1343  HISTORY     - 20080808 GOOD             GEOCAC
 LB1343  HISTORY     - 20120327 GOOD             IN-073
 LB1343
 LB1343                          STATION DESCRIPTION
 LB1343
 LB1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1343'4.8 MI N FROM REMINGTON.
 LB1343'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 LB1343'WITH U.S. HIGHWAY 24 AT REMINGTON, IN THE SOUTHWEST QUARTER
 LB1343'OF A CROSS ROAD THAT LEADS EAST ACROSS A STEEL BRIDGE, 107 FEET
 LB1343'SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 19 FEET WEST OF THE
 LB1343'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE
 LB1343'WEST CONCRETE HEADWALL OF A 16-INCH PIPE CULVERT AND ABOUT LEVEL
 LB1343'WITH THE HIGHWAY.
 LB1343
 LB1343                          STATION RECOVERY (2007)
 LB1343
 LB1343'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1343'RECOVERED IN GOOD CONDITION.
 LB1343
 LB1343                          STATION RECOVERY (2008)
 LB1343
 LB1343'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1343'RECOVERED IN GOOD CONDITION.
 LB1343
 LB1343                          STATION RECOVERY (2012)
 LB1343
 LB1343'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1077 ***********************************************************************
 LB1077  DESIGNATION -  F 109
 LB1077  PID         -  LB1077
 LB1077  STATE/COUNTY-  IN/WHITE
 LB1077  COUNTRY     -  US
 LB1077  USGS QUAD   -  FRANCESVILLE (2019)
 LB1077
 LB1077                         *CURRENT SURVEY CONTROL
 LB1077  ______________________________________________________________________
 LB1077* NAD 83(1986) POSITION- 40 52 57.     (N) 086 58 06.     (W)   SCALED
 LB1077* NAVD 88 ORTHO HEIGHT -   207.590 (meters)      681.07  (feet) ADJUSTED
 LB1077  ______________________________________________________________________
 LB1077  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB1077  DYNAMIC HEIGHT  -        207.497 (meters)      680.76  (feet) COMP
 LB1077  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 LB1077
 LB1077  VERT ORDER      -  SECOND    CLASS 0
 LB1077
 LB1077.The horizontal coordinates were scaled from a map and have
 LB1077.an estimated accuracy of +/- 6 seconds.
 LB1077
 LB1077.The orthometric height was determined by differential leveling and
 LB1077.adjusted by the NATIONAL GEODETIC SURVEY
 LB1077.in June 1991.
 LB1077
 LB1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1077.GEOID18 height accuracy estimate available here.
 LB1077
 LB1077.Click photographs - Photos may exist for this station.
 LB1077
 LB1077.The dynamic height is computed by dividing the NAVD 88
 LB1077.geopotential number by the normal gravity value computed on the
 LB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1077.degrees latitude (g = 980.6199 gals.).
 LB1077
 LB1077.The modeled gravity was interpolated from observed gravity values.
 LB1077
 LB1077;                    North         East    Units  Estimated Accuracy
 LB1077;SPC IN W     -   625,520.      909,690.      MT  (+/- 180 meters Scaled)
 LB1077
 LB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026257(NAD 83)
 LB1077
 LB1077                          SUPERSEDED SURVEY CONTROL
 LB1077
 LB1077  NGVD 29 (??/??/92)  207.680  (m)          681.36   (f) ADJ UNCH    2 0
 LB1077
 LB1077.Superseded values are not recommended for survey control.
 LB1077
 LB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1077.See file dsdata.pdf to determine how the superseded data were derived.
 LB1077
 LB1077_MARKER: DB = BENCH MARK DISK
 LB1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1077_STAMPING: F 109 1946
 LB1077_MARK LOGO: CGS
 LB1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1077+STABILITY: SURFACE MOTION
 LB1077
 LB1077  HISTORY     - Date     Condition        Report By
 LB1077  HISTORY     - 1946     MONUMENTED       CGS
 LB1077  HISTORY     - 20140612 MARK NOT FOUND   INDOT
 LB1077
 LB1077                          STATION DESCRIPTION
 LB1077
 LB1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1077'0.9 MI S FROM LEE.
 LB1077'ABOUT 0.9 MILE SOUTH ALONG A PAVED ROAD FROM JACKS STORE AT
 LB1077'LEE, 1.0 MILE NORTH OF THE INTERSECTION WITH STATE HIGHWAY 16,
 LB1077'172 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD
 LB1077'INTERSECTION, 20 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD,
 LB1077'151.5 FEET NORTH OF A FENCE CORNER, 150 FEET NORTH OF POWER POLE
 LB1077'75 C-4K, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LB1077'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK MAY
 LB1077'BE REACHED BY GOING WEST ALONG STATE HIGHWAY 16 FOR ABOUT 4.6
 LB1077'MILES FROM THE SCHOOL BUILDING AT MONON, THENCE 1.0 MILE NORTH
 LB1077'ALONG A PAVED ROAD.  FROM MILROY SCHOOL FOLLOW HIGHWAY 16 EAST,
 LB1077'CROSSING THE JASPER-WHITE COUNTY LINE, ABOUT 2.0 MILES, THENCE
 LB1077'1.0 MILE NORTH ALONG A PAVED ROAD TO A CROSS ROAD AND THE SITE
 LB1077'OF THE MARK.
 LB1077
 LB1077                          STATION RECOVERY (2014)
 LB1077
 LB1077'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0819 ***********************************************************************
 JA0819  DESIGNATION -  F 11
 JA0819  PID         -  JA0819
 JA0819  STATE/COUNTY-  IN/DAVIESS
 JA0819  COUNTRY     -  US
 JA0819  USGS QUAD   -  MONTGOMERY (2019)
 JA0819
 JA0819                         *CURRENT SURVEY CONTROL
 JA0819  ______________________________________________________________________
 JA0819* NAD 83(1986) POSITION- 38 40 06.     (N) 087 01 02.     (W)   SCALED
 JA0819* NAVD 88 ORTHO HEIGHT -   151.210 (meters)      496.09  (feet) ADJUSTED
 JA0819  ______________________________________________________________________
 JA0819  GEOID HEIGHT    -        -32.546 (meters)                     GEOID18
 JA0819  DYNAMIC HEIGHT  -        151.114 (meters)      495.78  (feet) COMP
 JA0819  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 JA0819
 JA0819  VERT ORDER      -  FIRST     CLASS II
 JA0819
 JA0819.The horizontal coordinates were scaled from a map and have
 JA0819.an estimated accuracy of +/- 6 seconds.
 JA0819
 JA0819.The orthometric height was determined by differential leveling and
 JA0819.adjusted by the NATIONAL GEODETIC SURVEY
 JA0819.in June 1991.
 JA0819
 JA0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0819.GEOID18 height accuracy estimate available here.
 JA0819
 JA0819.Click photographs - Photos may exist for this station.
 JA0819
 JA0819.The dynamic height is computed by dividing the NAVD 88
 JA0819.geopotential number by the normal gravity value computed on the
 JA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0819.degrees latitude (g = 980.6199 gals.).
 JA0819
 JA0819.The modeled gravity was interpolated from observed gravity values.
 JA0819
 JA0819;                    North         East    Units  Estimated Accuracy
 JA0819;SPC IN W     -   379,680.      905,750.      MT  (+/- 180 meters Scaled)
 JA0819
 JA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH985799(NAD 83)
 JA0819
 JA0819                          SUPERSEDED SURVEY CONTROL
 JA0819
 JA0819  NGVD 29 (??/??/92)  151.339  (m)          496.52   (f) ADJ UNCH    1 2
 JA0819
 JA0819.Superseded values are not recommended for survey control.
 JA0819
 JA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0819.See file dsdata.pdf to determine how the superseded data were derived.
 JA0819
 JA0819_MARKER: DB = BENCH MARK DISK
 JA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0819_STAMPING: F 11 1930 496.518
 JA0819_MARK LOGO: CGS
 JA0819_PROJECTION: FLUSH
 JA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0819+STABILITY: SURFACE MOTION
 JA0819
 JA0819  HISTORY     - Date     Condition        Report By
 JA0819  HISTORY     - 1930     MONUMENTED       CGS
 JA0819  HISTORY     - 1965     GOOD             CGS
 JA0819  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0819
 JA0819                          STATION DESCRIPTION
 JA0819
 JA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0819'1.5 MI E FROM MONTGOMERY.
 JA0819'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0819'THE STATION AT MONTGOMERY, IN SECTION 30, T 3 N, R 5 W, 50 FEET
 JA0819'WEST OF MILEPOST 161, 30 1/2 FEET SOUTH OF THE SOUTH RAIL, 59 1/2
 JA0819'FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 7 1/2 FEET NORTH
 JA0819'OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 JA0819'A CONCRETE POST ABOUT 12 INCHES BELOW THE LEVEL OF THE GROUND.
 JA0819
 JA0819                          STATION RECOVERY (2022)
 JA0819
 JA0819'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0819'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7537 ***********************************************************************
 DR7537  DESIGNATION -  F 11 LAGRNGE
 DR7537  PID         -  DR7537
 DR7537  STATE/COUNTY-  IN/LAGRANGE
 DR7537  COUNTRY     -  US
 DR7537  USGS QUAD   -  LAGRANGE (2019)
 DR7537
 DR7537                         *CURRENT SURVEY CONTROL
 DR7537  ______________________________________________________________________
 DR7537* NAD 83(1986) POSITION- 41 38 29.52   (N) 085 24 44.09   (W)   HD_HELD1
 DR7537* NAVD 88 ORTHO HEIGHT -   279.627 (meters)      917.41  (feet) ADJUSTED
 DR7537  ______________________________________________________________________
 DR7537  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 DR7537  DYNAMIC HEIGHT  -        279.520 (meters)      917.06  (feet) COMP
 DR7537  MODELED GRAVITY -    980,232.0   (mgal)                       NAVD 88
 DR7537
 DR7537  VERT ORDER      -  SECOND    CLASS I
 DR7537
 DR7537.The horizontal coordinates were determined by differentially corrected
 DR7537.hand held GPS observations or other comparable positioning techniques
 DR7537.and have an estimated accuracy of +/- 3 meters.
 DR7537
 DR7537.The orthometric height was determined by differential leveling and
 DR7537.adjusted by the NATIONAL GEODETIC SURVEY
 DR7537.in March 2022.
 DR7537
 DR7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7537.GEOID18 height accuracy estimate available here.
 DR7537
 DR7537.Click photographs - Photos may exist for this station.
 DR7537
 DR7537.The dynamic height is computed by dividing the NAVD 88
 DR7537.geopotential number by the normal gravity value computed on the
 DR7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7537.degrees latitude (g = 980.6199 gals.).
 DR7537
 DR7537.The modeled gravity was interpolated from observed gravity values.
 DR7537
 DR7537;                    North         East    Units  Estimated Accuracy
 DR7537;SPC IN E     -   709,835.9     121,196.0     MT  (+/- 3 meters HH1 GPS) 
 DR7537
 DR7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3223111194(NAD 83)
 DR7537
 DR7537                          SUPERSEDED SURVEY CONTROL
 DR7537
 DR7537.No superseded survey control is available for this station.
 DR7537
 DR7537_MARKER: DB = BENCH MARK DISK
 DR7537_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7537_SP_SET: WINGWALL
 DR7537_STAMPING: F 11 LAGRNGE
 DR7537_MARK LOGO: INHD
 DR7537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7537+STABILITY: SURFACE MOTION
 DR7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7537+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 DR7537
 DR7537  HISTORY     - Date     Condition        Report By
 DR7537  HISTORY     - 19530801 MONUMENTED       INHD
 DR7537  HISTORY     - 20180214 GOOD             INDOT
 DR7537
 DR7537                          STATION DESCRIPTION
 DR7537
 DR7537'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 DR7537'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF
 DR7537'WOLCOTTVILLE, 7.5 MI (12.1 KM) WEST-SOUTHWEST OF MONGO AND IN THE TOWN
 DR7537'OF LAGRANGE, IN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7537'
 DR7537'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7537'LAGRANGE, TRAVEL EAST 0.29 MI (0.47 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7537'MONUMENT ON THE LEFT (NORTH) SIDE OF THE ROAD IN A BRIDGE WINGWALL.
 DR7537'
 DR7537'THE MARK IS LOCATED IN THE TOP OF THE EAST END OF THE NORTHWEST
 DR7537'WINGWALL.  IT IS LOCATED 26.9 FT (8.2 M) NORTH OF THE ROAD CENTERLINE,
 DR7537'19.7 FT (6.0 M) WEST OF THE NORTHEAST CORNER OF A BRIDGE HEADWALL,
 DR7537'52.4 FT (16.0 M) SOUTHEAST OF POWER POLE J10C270.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1078 ***********************************************************************
 LB1078  DESIGNATION -  F 110
 LB1078  PID         -  LB1078
 LB1078  STATE/COUNTY-  IN/PULASKI
 LB1078  COUNTRY     -  US
 LB1078  USGS QUAD   -  FRANCESVILLE (2019)
 LB1078
 LB1078                         *CURRENT SURVEY CONTROL
 LB1078  ______________________________________________________________________
 LB1078* NAD 83(1986) POSITION- 40 59 04.     (N) 086 53 30.     (W)   SCALED
 LB1078* NAVD 88 ORTHO HEIGHT -   207.387 (meters)      680.40  (feet) ADJUSTED
 LB1078  ______________________________________________________________________
 LB1078  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 LB1078  DYNAMIC HEIGHT  -        207.295 (meters)      680.10  (feet) COMP
 LB1078  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LB1078
 LB1078  VERT ORDER      -  SECOND    CLASS 0
 LB1078
 LB1078.The horizontal coordinates were scaled from a map and have
 LB1078.an estimated accuracy of +/- 6 seconds.
 LB1078
 LB1078.The orthometric height was determined by differential leveling and
 LB1078.adjusted by the NATIONAL GEODETIC SURVEY
 LB1078.in June 1991.
 LB1078
 LB1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1078.GEOID18 height accuracy estimate available here.
 LB1078
 LB1078.Click photographs - Photos may exist for this station.
 LB1078
 LB1078.The dynamic height is computed by dividing the NAVD 88
 LB1078.geopotential number by the normal gravity value computed on the
 LB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1078.degrees latitude (g = 980.6199 gals.).
 LB1078
 LB1078.The modeled gravity was interpolated from observed gravity values.
 LB1078
 LB1078;                    North         East    Units  Estimated Accuracy
 LB1078;SPC IN W     -   636,850.      916,130.      MT  (+/- 180 meters Scaled)
 LB1078
 LB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091370(NAD 83)
 LB1078
 LB1078                          SUPERSEDED SURVEY CONTROL
 LB1078
 LB1078  NGVD 29 (??/??/92)  207.484  (m)          680.72   (f) ADJ UNCH    2 0
 LB1078
 LB1078.Superseded values are not recommended for survey control.
 LB1078
 LB1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1078.See file dsdata.pdf to determine how the superseded data were derived.
 LB1078
 LB1078_MARKER: DB = BENCH MARK DISK
 LB1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1078_STAMPING: F 110 1946
 LB1078_MARK LOGO: CGS
 LB1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1078+STABILITY: SURFACE MOTION
 LB1078
 LB1078  HISTORY     - Date     Condition        Report By
 LB1078  HISTORY     - 1946     MONUMENTED       CGS
 LB1078  HISTORY     - 1989     GOOD             USPSQD
 LB1078
 LB1078                          STATION DESCRIPTION
 LB1078
 LB1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1078'0.5 MI W FROM FRANCESVILLE.
 LB1078'ABOUT 0.5 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1078'FRANCESVILLE, AT THE WEST EDGE OF TOWN, 0.3 MILE WEST OF THE
 LB1078'SCHOOL BUILDING, AT THE INTERSECTION WITH STATE HIGHWAY 43, AT
 LB1078'THE NORTHWEST CORNER OF A CHURCH YARD, 189 FEET WEST OF THE
 LB1078'CENTER LINE OF HIGHWAY 43, 23 FEET SOUTH OF THE CENTER LINE OF
 LB1078'THE PAVED ROAD, 5 FEET EAST OF THE NORTHWEST CORNER OF THE
 LB1078'CHURCH YARD, 2 FEET EAST OF THE EAST END OF AN EAST-WEST FENCE
 LB1078'ROW, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE
 LB1078'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB1078
 LB1078                          STATION RECOVERY (1989)
 LB1078
 LB1078'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0809 ***********************************************************************
 KA0809  DESIGNATION -  F 111
 KA0809  PID         -  KA0809
 KA0809  STATE/COUNTY-  IN/BOONE
 KA0809  COUNTRY     -  US
 KA0809  USGS QUAD   -  LIZTON (2019)
 KA0809
 KA0809                         *CURRENT SURVEY CONTROL
 KA0809  ______________________________________________________________________
 KA0809* NAD 83(1986) POSITION- 39 56 56.15   (N) 086 37 11.53   (W)   HD_HELD1
 KA0809* NAVD 88 ORTHO HEIGHT -   293.831 (meters)      964.01  (feet) ADJUSTED
 KA0809  ______________________________________________________________________
 KA0809  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 KA0809  DYNAMIC HEIGHT  -        293.671 (meters)      963.49  (feet) COMP
 KA0809  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 KA0809
 KA0809  VERT ORDER      -  SECOND    CLASS 0
 KA0809
 KA0809.The horizontal coordinates were determined by differentially corrected
 KA0809.hand held GPS observations or other comparable positioning techniques
 KA0809.and have an estimated accuracy of +/- 3 meters.
 KA0809
 KA0809.The orthometric height was determined by differential leveling and
 KA0809.adjusted by the NATIONAL GEODETIC SURVEY
 KA0809.in June 1991.
 KA0809
 KA0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0809.GEOID18 height accuracy estimate available here.
 KA0809
 KA0809.Click photographs - Photos may exist for this station.
 KA0809
 KA0809.The dynamic height is computed by dividing the NAVD 88
 KA0809.geopotential number by the normal gravity value computed on the
 KA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0809.degrees latitude (g = 980.6199 gals.).
 KA0809
 KA0809.The modeled gravity was interpolated from observed gravity values.
 KA0809
 KA0809;                    North         East    Units  Estimated Accuracy
 KA0809;SPC IN W     -   521,950.2     939,605.2     MT  (+/- 3 meters HH1 GPS) 
 KA0809
 KA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3247222158(NAD 83)
 KA0809
 KA0809                          SUPERSEDED SURVEY CONTROL
 KA0809
 KA0809  NGVD 29 (??/??/92)  293.923  (m)          964.31   (f) ADJ UNCH    2 0
 KA0809
 KA0809.Superseded values are not recommended for survey control.
 KA0809
 KA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0809.See file dsdata.pdf to determine how the superseded data were derived.
 KA0809
 KA0809_MARKER: DB = BENCH MARK DISK
 KA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0809_STAMPING: F 111 1946
 KA0809_MARK LOGO: CGS
 KA0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0809+STABILITY: SURFACE MOTION
 KA0809
 KA0809  HISTORY     - Date     Condition        Report By
 KA0809  HISTORY     - 1946     MONUMENTED       CGS
 KA0809
 KA0809                          STATION DESCRIPTION
 KA0809
 KA0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0809'1.8 MI N FROM JAMESTOWN.
 KA0809'ALONG STATE HIGHWAY 75 ABOUT 1.8 MILE NORTH OF THE INTERSECTION
 KA0809'WITH STATE HIGHWAY 34 AT JAMESTOWN, ABOUT 0.2 MILE SOUTH OF THE
 KA0809'INTERSECTION WITH AN EAST-WEST ROAD, 126 FEET SOUTHEAST OF THE
 KA0809'SOUTHEAST CORNER OF THE GRANVILLE WELLS FARM HOUSE, 40 FEET WEST
 KA0809'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTER
 KA0809'LINE OF THE DRIVEWAY TO THE HOUSE, 2 FEET EAST OF A FENCE LINE,
 KA0809'15 FEET SOUTH OF THE SOUTH GATE POST, 1.4 FOOT NORTH OF A WHITE
 KA0809'WOODEN WITNESS POST AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A
 KA0809'STANDARD DISK, STAMPED F 111 1946 AND SET IN THE TOP OF A
 KA0809'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0607 ***********************************************************************
 LB0607  DESIGNATION -  F 112
 LB0607  PID         -  LB0607
 LB0607  STATE/COUNTY-  IN/BOONE
 LB0607  COUNTRY     -  US
 LB0607  USGS QUAD   -  ROSSTON (2019)
 LB0607
 LB0607                         *CURRENT SURVEY CONTROL
 LB0607  ______________________________________________________________________
 LB0607* NAD 83(2011) POSITION- 40 02 29.49386(N) 086 14 59.65227(W)   NO CHECK
 LB0607* NAD 83(2011) ELLIP HT-   246.747 (meters)        (06/27/12)   NO CHECK
 LB0607* NAD 83(2011) EPOCH   -  2010.00
 LB0607* NAVD 88 ORTHO HEIGHT -   280.761 (meters)      921.13  (feet) ADJUSTED
 LB0607  ______________________________________________________________________
 LB0607  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 LB0607  NAD 83(2011) X  -    319,825.043 (meters)                     COMP
 LB0607  NAD 83(2011) Y  - -4,879,461.170 (meters)                     COMP
 LB0607  NAD 83(2011) Z  -  4,081,675.356 (meters)                     COMP
 LB0607  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 LB0607  DYNAMIC HEIGHT  -        280.604 (meters)      920.62  (feet) COMP
 LB0607  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 LB0607
 LB0607  VERT ORDER      -  SECOND    CLASS 0
 LB0607
 LB0607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0607  Standards:
 LB0607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0607  -------------------------------------------------------------------
 LB0607  NETWORK    0.29   1.22           0.12   0.11   0.62     -0.31700997
 LB0607  -------------------------------------------------------------------
 LB0607  Click here for local accuracies and other accuracy information.
 LB0607
 LB0607.The horizontal coordinates were established by GPS observations
 LB0607.and adjusted by the National Geodetic Survey in June 2012.
 LB0607
 LB0607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0607.been affixed to the stable North American tectonic plate. See 
 LB0607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0607
 LB0607.The horizontal coordinates are valid at the epoch date displayed above
 LB0607.which is a decimal equivalence of Year/Month/Day.
 LB0607
 LB0607.No horizontal observational check was made to the station.
 LB0607
 LB0607.The orthometric height was determined by differential leveling and
 LB0607.adjusted by the NATIONAL GEODETIC SURVEY
 LB0607.in June 1991.
 LB0607
 LB0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0607.GEOID18 height accuracy estimate available here.
 LB0607
 LB0607.Click photographs - Photos may exist for this station.
 LB0607
 LB0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0607
 LB0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0607
 LB0607.The ellipsoidal height was determined by GPS observations
 LB0607.and is referenced to NAD 83.
 LB0607
 LB0607.The dynamic height is computed by dividing the NAVD 88
 LB0607.geopotential number by the normal gravity value computed on the
 LB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0607.degrees latitude (g = 980.6199 gals.).
 LB0607
 LB0607.The modeled gravity was interpolated from observed gravity values.
 LB0607
 LB0607. The following values were computed from the NAD 83(2011) position.
 LB0607
 LB0607;                    North         East     Units Scale Factor Converg.
 LB0607;SPC IN W     -   532,461.142   971,124.732   MT  1.00002892   +0 32 10.3
 LB0607;SPC IN W     - 1,746,916.26  3,186,098.39   sFT  1.00002892   +0 32 10.3
 LB0607;UTM  16      - 4,432,635.705   563,989.536   MT  0.99965041   +0 28 57.3
 LB0607
 LB0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0607!SPC IN W     -   0.99996129  x   1.00002892  =   0.99999021
 LB0607!UTM  16      -   0.99996129  x   0.99965041  =   0.99961172
 LB0607
 LB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6398932635(NAD 83)
 LB0607
 LB0607                          SUPERSEDED SURVEY CONTROL
 LB0607
 LB0607  NAD 83(2007)-  40 02 29.49391(N)    086 14 59.65332(W) AD(2002.00) 1
 LB0607  ELLIP H (04/02/09)  246.771  (m)                       GP(2002.00) 3 2
 LB0607  NAD 83(1997)-  40 02 29.49398(N)    086 14 59.65323(W) AD(       ) 1
 LB0607  ELLIP H (03/21/07)  246.775  (m)                       GP(       ) 3 2
 LB0607  NAVD 88             280.76   (m)          921.1    (f) LEVELING    3  
 LB0607  NGVD 29 (??/??/92)  280.869  (m)          921.48   (f) ADJ UNCH    2 0
 LB0607
 LB0607.Superseded values are not recommended for survey control.
 LB0607
 LB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0607.See file dsdata.pdf to determine how the superseded data were derived.
 LB0607
 LB0607_MARKER: DB = BENCH MARK DISK
 LB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0607_STAMPING: F 112 1946
 LB0607_MARK LOGO: CGS
 LB0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0607+STABILITY: SURFACE MOTION
 LB0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0607+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 LB0607
 LB0607  HISTORY     - Date     Condition        Report By
 LB0607  HISTORY     - 1946     MONUMENTED       CGS
 LB0607  HISTORY     - 1977     GOOD             LOCENG
 LB0607  HISTORY     - 19860730 GOOD             NGS
 LB0607  HISTORY     - 20061217 GOOD             WOOLPT
 LB0607  HISTORY     - 20100413 GOOD             INDIV
 LB0607
 LB0607                          STATION DESCRIPTION
 LB0607
 LB0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0607'1.2 MI W FROM JOLIETVILLE.
 LB0607'ALONG STATE HIGHWAY 32 ABOUT 1.15 MILE WEST OF THE METHODIST
 LB0607'CHURCH AT JOLIETVILLE, 25 FEET NORTH OF THE CENTER LINE OF THE
 LB0607'HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 LB0607'TO ELLIS EDWARDS FARM, 6 FEET SOUTHEAST OF A FENCE CORNER, 1
 LB0607'FOOT SOUTH OF THE FENCE LINE, 1.6 FOOT WEST OF A WHITE WOODEN
 LB0607'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0607'STAMPED F 112 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0607'PROJECTING 5 INCHES ABOVE GROUND.
 LB0607
 LB0607                          STATION RECOVERY (1977)
 LB0607
 LB0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0607'RECOVERED IN GOOD CONDITION.
 LB0607
 LB0607                          STATION RECOVERY (1986)
 LB0607
 LB0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB0607'FROM THE FIRST BAPTIST CHURCH IN JOLIETVILLE, GO WEST ON STATE ROUTE
 LB0607'32 FOR 1.2 MILES (1.9 KM) TO A DRIVEWAY ON RIGHT AND THE MARK, 86.0
 LB0607'FEET (26.2 M) WEST OF A UTILITY POLE, 41.6 FEET (12.7 M) SOUTH OF A
 LB0607'FENCE CORNER, 24.6 FEET (7.5 M) NORTH OF THE CENTER OF STATE ROUTE
 LB0607'32, AND 20.0 FEET (6.1 M) EAST OF THE CENTER OF THE DRIVEWAY.
 LB0607
 LB0607                          STATION RECOVERY (2006)
 LB0607
 LB0607'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB0607'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB0607
 LB0607                          STATION RECOVERY (2010)
 LB0607
 LB0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 LB0607'RECOVERED AND LOCATED WITH DUAL VECTOR RTK FOR THE MWRTK VRS NETWORK.
 LB0607'LAT. 40-02'29.49390N,  LONG. 86-14'59.65341W.  LOCATION GIVEN TO
 LB0607'ASSIST IN THE RECOVERY ONLY AND IS NOT INTENDED TO REPRESENT PUBLISHED
 LB0607'HORIZONTAL CONTROL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0884 ***********************************************************************
 LB0884  DESIGNATION -  F 113
 LB0884  PID         -  LB0884
 LB0884  STATE/COUNTY-  IN/BOONE
 LB0884  COUNTRY     -  US
 LB0884  USGS QUAD   -  HAZELRIGG (2019)
 LB0884
 LB0884                         *CURRENT SURVEY CONTROL
 LB0884  ______________________________________________________________________
 LB0884* NAD 83(1986) POSITION- 40 06 59.49   (N) 086 36 40.46   (W)   HD_HELD1
 LB0884* NAVD 88 ORTHO HEIGHT -   261.188 (meters)      856.91  (feet) ADJUSTED
 LB0884  ______________________________________________________________________
 LB0884  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 LB0884  DYNAMIC HEIGHT  -        261.047 (meters)      856.45  (feet) COMP
 LB0884  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 LB0884
 LB0884  VERT ORDER      -  SECOND    CLASS 0
 LB0884
 LB0884.The horizontal coordinates were determined by differentially corrected
 LB0884.hand held GPS observations or other comparable positioning techniques
 LB0884.and have an estimated accuracy of +/- 3 meters.
 LB0884
 LB0884.The orthometric height was determined by differential leveling and
 LB0884.adjusted by the NATIONAL GEODETIC SURVEY
 LB0884.in June 1991.
 LB0884
 LB0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0884.GEOID18 height accuracy estimate available here.
 LB0884
 LB0884.Click photographs - Photos may exist for this station.
 LB0884
 LB0884.The dynamic height is computed by dividing the NAVD 88
 LB0884.geopotential number by the normal gravity value computed on the
 LB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0884.degrees latitude (g = 980.6199 gals.).
 LB0884
 LB0884.The modeled gravity was interpolated from observed gravity values.
 LB0884
 LB0884;                    North         East    Units  Estimated Accuracy
 LB0884;SPC IN W     -   540,562.5     940,244.1     MT  (+/- 3 meters HH1 GPS) 
 LB0884
 LB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3312840762(NAD 83)
 LB0884
 LB0884                          SUPERSEDED SURVEY CONTROL
 LB0884
 LB0884  NGVD 29 (??/??/92)  261.284  (m)          857.23   (f) ADJ UNCH    2 0
 LB0884
 LB0884.Superseded values are not recommended for survey control.
 LB0884
 LB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0884.See file dsdata.pdf to determine how the superseded data were derived.
 LB0884
 LB0884_MARKER: DB = BENCH MARK DISK
 LB0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0884_STAMPING: F 113 1946
 LB0884_MARK LOGO: CGS
 LB0884_PROJECTION: PROJECTING
 LB0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0884+STABILITY: SURFACE MOTION
 LB0884
 LB0884  HISTORY     - Date     Condition        Report By
 LB0884  HISTORY     - 1946     MONUMENTED       CGS
 LB0884  HISTORY     - 1977     GOOD             LOCENG
 LB0884
 LB0884                          STATION DESCRIPTION
 LB0884
 LB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0884'0.9 MI S FROM THORNTOWN.
 LB0884'ALONG STATE HIGHWAY 75 ABOUT 0.9 MILE SOUTH OF THE FIRST
 LB0884'PRESBYTERIAN CHURCH AT THORNTOWN, AT THE CENTER OF AN S CURVE,
 LB0884'102 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE JAMES WAITT
 LB0884'FARM HOUSE, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15
 LB0884'FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 1.5
 LB0884'FOOT EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 1/2 FEET
 LB0884'HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED F 113 1946 AN
 LB0884'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0884'GROUND.
 LB0884
 LB0884                          STATION RECOVERY (1977)
 LB0884
 LB0884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0639 ***********************************************************************
 LB0639  DESIGNATION -  F 114
 LB0639  PID         -  LB0639
 LB0639  STATE/COUNTY-  IN/BOONE
 LB0639  COUNTRY     -  US
 LB0639  USGS QUAD   -  LEBANON (2019)
 LB0639
 LB0639                         *CURRENT SURVEY CONTROL
 LB0639  ______________________________________________________________________
 LB0639* NAD 83(1986) POSITION- 40 06 24.     (N) 086 28 47.     (W)   SCALED
 LB0639* NAVD 88 ORTHO HEIGHT -   280.345 (meters)      919.77  (feet) ADJUSTED
 LB0639  ______________________________________________________________________
 LB0639  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 LB0639  DYNAMIC HEIGHT  -        280.191 (meters)      919.26  (feet) COMP
 LB0639  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 LB0639
 LB0639  VERT ORDER      -  SECOND    CLASS 0
 LB0639
 LB0639.The horizontal coordinates were scaled from a map and have
 LB0639.an estimated accuracy of +/- 6 seconds.
 LB0639
 LB0639.The orthometric height was determined by differential leveling and
 LB0639.adjusted by the NATIONAL GEODETIC SURVEY
 LB0639.in June 1991.
 LB0639
 LB0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0639.GEOID18 height accuracy estimate available here.
 LB0639
 LB0639.Click photographs - Photos may exist for this station.
 LB0639
 LB0639.The dynamic height is computed by dividing the NAVD 88
 LB0639.geopotential number by the normal gravity value computed on the
 LB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0639.degrees latitude (g = 980.6199 gals.).
 LB0639
 LB0639.The modeled gravity was interpolated from observed gravity values.
 LB0639
 LB0639;                    North         East    Units  Estimated Accuracy
 LB0639;SPC IN W     -   539,540.      951,460.      MT  (+/- 180 meters Scaled)
 LB0639
 LB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK443397(NAD 83)
 LB0639
 LB0639                          SUPERSEDED SURVEY CONTROL
 LB0639
 LB0639  NGVD 29 (??/??/92)  280.45   (m)          920.1    (f) COMPUTED    2 0
 LB0639
 LB0639.Superseded values are not recommended for survey control.
 LB0639
 LB0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0639.See file dsdata.pdf to determine how the superseded data were derived.
 LB0639
 LB0639_MARKER: DB = BENCH MARK DISK
 LB0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0639_SP_SET: BRIDGE WINGWALL
 LB0639_STAMPING: F 114 1946
 LB0639_MARK LOGO: CGS
 LB0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0639
 LB0639  HISTORY     - Date     Condition        Report By
 LB0639  HISTORY     - 1946     MONUMENTED       CGS
 LB0639
 LB0639                          STATION DESCRIPTION
 LB0639
 LB0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0639'3.6 MI S FROM MECHANICSBURG.
 LB0639'ALONG STATE HIGHWAY 39 ABOUT 3.55 MILES SOUTH OF THE BANK
 LB0639'BUILDING AT MECHANICSBURG AND ABOUT 4.1 MILES NORTH OF THE
 LB0639'COUNTY COURT HOUSE AT LEBANON, 1.35 MILE SOUTH OF THE
 LB0639'INTERSECTION WITH STATE HIGHWAY 47, 0.25 MILE NORTH OF AN
 LB0639'EAST-WEST CROSS ROAD, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 LB0639'OF A 9-FOOT CONCRETE BRIDGE, 14.5 FEET EAST OF THE CENTER LINE
 LB0639'OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0640 ***********************************************************************
 LB0640  DESIGNATION -  F 114 RESET
 LB0640  PID         -  LB0640
 LB0640  STATE/COUNTY-  IN/BOONE
 LB0640  COUNTRY     -  US
 LB0640  USGS QUAD   -  LEBANON (2019)
 LB0640
 LB0640                         *CURRENT SURVEY CONTROL
 LB0640  ______________________________________________________________________
 LB0640* NAD 83(1986) POSITION- 40 06 24.80   (N) 086 28 49.46   (W)   HD_HELD1
 LB0640* NAVD 88 ORTHO HEIGHT -   279.74  (meters)      917.8   (feet) RESET
 LB0640  ______________________________________________________________________
 LB0640  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 LB0640  VERT ORDER      -  THIRD
 LB0640
 LB0640.The horizontal coordinates were determined by differentially corrected
 LB0640.hand held GPS observations or other comparable positioning techniques
 LB0640.and have an estimated accuracy of +/- 3 meters.
 LB0640
 LB0640.The orthometric height was computed from unverified reset data.
 LB0640
 LB0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0640.GEOID18 height accuracy estimate available here.
 LB0640
 LB0640.Click photographs - Photos may exist for this station.
 LB0640
 LB0640;                    North         East    Units  Estimated Accuracy
 LB0640;SPC IN W     -   539,560.0     951,404.4     MT  (+/- 3 meters HH1 GPS) 
 LB0640
 LB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4428339750(NAD 83)
 LB0640
 LB0640                          SUPERSEDED SURVEY CONTROL
 LB0640
 LB0640.No superseded survey control is available for this station.
 LB0640
 LB0640_MARKER: DB = BENCH MARK DISK
 LB0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0640_STAMPING: F 114 RESET 1953
 LB0640_MARK LOGO: CGS
 LB0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0640+STABILITY: SURFACE MOTION
 LB0640
 LB0640  HISTORY     - Date     Condition        Report By
 LB0640  HISTORY     - 1953     MONUMENTED       INHD
 LB0640  HISTORY     - 1954     GOOD             CGS
 LB0640
 LB0640                          STATION DESCRIPTION
 LB0640
 LB0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0640'4.1 MI N FROM LEBANON.
 LB0640'4.1 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE AT
 LB0640'LEBANON, 3.6 MILES SOUTH OF THE BANK AT MECHANICSBURG, 1.4
 LB0640'MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY 47, 0.25 MILE
 LB0640'NORTH OF AN EAST-AND-WEST CROSS ROAD, NEAR A 72-INCH PIPE
 LB0640'CULVERT, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 LB0640'SOUTH OF A CORNER POST, AND NEAR A WHITE WOODEN WITNESS POST.
 LB0640'A STANDARD DISK, STAMPED F 114 RESET 1953 AND SET IN THE TOP
 LB0640'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0038 ***********************************************************************
 LB0038  DESIGNATION -  F 115
 LB0038  PID         -  LB0038
 LB0038  STATE/COUNTY-  IN/CASS
 LB0038  COUNTRY     -  US
 LB0038  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0038
 LB0038                         *CURRENT SURVEY CONTROL
 LB0038  ______________________________________________________________________
 LB0038* NAD 83(1986) POSITION- 40 36 18.     (N) 086 16 44.     (W)   SCALED
 LB0038* NAVD 88 ORTHO HEIGHT -   232.928 (meters)      764.20  (feet) ADJUSTED
 LB0038  ______________________________________________________________________
 LB0038  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LB0038  DYNAMIC HEIGHT  -        232.812 (meters)      763.82  (feet) COMP
 LB0038  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 LB0038
 LB0038  VERT ORDER      -  SECOND    CLASS 0
 LB0038
 LB0038.The horizontal coordinates were scaled from a map and have
 LB0038.an estimated accuracy of +/- 6 seconds.
 LB0038
 LB0038.The orthometric height was determined by differential leveling and
 LB0038.adjusted by the NATIONAL GEODETIC SURVEY
 LB0038.in June 1991.
 LB0038
 LB0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0038.GEOID18 height accuracy estimate available here.
 LB0038
 LB0038.Click photographs - Photos may exist for this station.
 LB0038
 LB0038.The dynamic height is computed by dividing the NAVD 88
 LB0038.geopotential number by the normal gravity value computed on the
 LB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0038.degrees latitude (g = 980.6199 gals.).
 LB0038
 LB0038.The modeled gravity was interpolated from observed gravity values.
 LB0038
 LB0038;                    North         East    Units  Estimated Accuracy
 LB0038;SPC IN E     -   594,880.       48,190.      MT  (+/- 180 meters Scaled)
 LB0038
 LB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK610951(NAD 83)
 LB0038
 LB0038                          SUPERSEDED SURVEY CONTROL
 LB0038
 LB0038  NGVD 29 (??/??/92)  233.044  (m)          764.58   (f) ADJ UNCH    2 0
 LB0038
 LB0038.Superseded values are not recommended for survey control.
 LB0038
 LB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0038.See file dsdata.pdf to determine how the superseded data were derived.
 LB0038
 LB0038_MARKER: DB = BENCH MARK DISK
 LB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0038_STAMPING: F 115 1946
 LB0038_MARK LOGO: CGS
 LB0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0038+STABILITY: SURFACE MOTION
 LB0038
 LB0038  HISTORY     - Date     Condition        Report By
 LB0038  HISTORY     - 1946     MONUMENTED       CGS
 LB0038
 LB0038                          STATION DESCRIPTION
 LB0038
 LB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0038'4 MI W FROM LINCOLN.
 LB0038'ABOUT 1.6 MILE WEST ALONG A GRAVEL ROAD FROM THE GRAIN ELEVATOR
 LB0038'AT LINCOLN, THENCE 0.45 MILE SOUTH ALONG A PAVED ROAD, THENCE
 LB0038'1.9 MILE WEST ALONG A GRAVEL ROAD LEADING TO DEER CREEK, IN THE
 LB0038'SOUTHEAST QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL
 LB0038'ROAD THAT LEADS SOUTH VIA JUDSON TO RUSSIAVILLE, 21 FEET EAST
 LB0038'OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE EAST-WEST ROAD,
 LB0038'9.5 FEET SOUTHWEST OF A CONCRETE CORNER FENCE POST, 1.5 FEET
 LB0038'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTHEAST OF THE
 LB0038'RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL WITH THE INTERSECTION.
 LB0038'A STANDARD DISK, STAMPED F 115 1946 AND SET IN THE TOP OF A
 LB0038'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0320 ***********************************************************************
 LB0320  DESIGNATION -  F 116
 LB0320  PID         -  LB0320
 LB0320  STATE/COUNTY-  IN/CLINTON
 LB0320  COUNTRY     -  US
 LB0320  USGS QUAD   -  BURLINGTON (2019)
 LB0320
 LB0320                         *CURRENT SURVEY CONTROL
 LB0320  ______________________________________________________________________
 LB0320* NAD 83(1986) POSITION- 40 24 36.     (N) 086 23 34.     (W)   SCALED
 LB0320* NAVD 88 ORTHO HEIGHT -   252.442 (meters)      828.22  (feet) ADJUSTED
 LB0320  ______________________________________________________________________
 LB0320  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 LB0320  DYNAMIC HEIGHT  -        252.310 (meters)      827.79  (feet) COMP
 LB0320  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 LB0320
 LB0320  VERT ORDER      -  SECOND    CLASS 0
 LB0320
 LB0320.The horizontal coordinates were scaled from a map and have
 LB0320.an estimated accuracy of +/- 6 seconds.
 LB0320
 LB0320.The orthometric height was determined by differential leveling and
 LB0320.adjusted by the NATIONAL GEODETIC SURVEY
 LB0320.in June 1991.
 LB0320
 LB0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0320.GEOID18 height accuracy estimate available here.
 LB0320
 LB0320.Click photographs - Photos may exist for this station.
 LB0320
 LB0320.The dynamic height is computed by dividing the NAVD 88
 LB0320.geopotential number by the normal gravity value computed on the
 LB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0320.degrees latitude (g = 980.6199 gals.).
 LB0320
 LB0320.The modeled gravity was interpolated from observed gravity values.
 LB0320
 LB0320;                    North         East    Units  Estimated Accuracy
 LB0320;SPC IN W     -   573,270.      958,610.      MT  (+/- 180 meters Scaled)
 LB0320
 LB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515734(NAD 83)
 LB0320
 LB0320                          SUPERSEDED SURVEY CONTROL
 LB0320
 LB0320  NGVD 29 (??/??/92)  252.550  (m)          828.57   (f) ADJ UNCH    2 0
 LB0320
 LB0320.Superseded values are not recommended for survey control.
 LB0320
 LB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0320.See file dsdata.pdf to determine how the superseded data were derived.
 LB0320
 LB0320_MARKER: DB = BENCH MARK DISK
 LB0320_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0320_SP_SET: BOX CULVERT HEADWALL
 LB0320_STAMPING: F 116 1946
 LB0320_MARK LOGO: CGS
 LB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0320+STABILITY: SURFACE MOTION
 LB0320
 LB0320  HISTORY     - Date     Condition        Report By
 LB0320  HISTORY     - 1946     MONUMENTED       CGS
 LB0320
 LB0320                          STATION DESCRIPTION
 LB0320
 LB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0320'0.4 MI S FROM MIDDLE FORK.
 LB0320'ABOUT 0.4 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAYS
 LB0320'29 AND 26 AT MIDDLE FORK, IN THE CENTER OF THE TOP OF THE
 LB0320'WEST HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 19 FEET WEST
 LB0320'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LB0320'HIGHWAY.  A STANDARD DISK, STAMPED F 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0383 ***********************************************************************
 LB0383  DESIGNATION -  F 117
 LB0383  PID         -  LB0383
 LB0383  STATE/COUNTY-  IN/CARROLL
 LB0383  COUNTRY     -  US
 LB0383  USGS QUAD   -  BURLINGTON (2019)
 LB0383
 LB0383                         *CURRENT SURVEY CONTROL
 LB0383  ______________________________________________________________________
 LB0383* NAD 83(1986) POSITION- 40 28 37.     (N) 086 26 51.     (W)   SCALED
 LB0383* NAVD 88 ORTHO HEIGHT -   221.757 (meters)      727.55  (feet) ADJUSTED
 LB0383  ______________________________________________________________________
 LB0383  GEOID HEIGHT    -        -34.224 (meters)                     GEOID18
 LB0383  DYNAMIC HEIGHT  -        221.643 (meters)      727.17  (feet) COMP
 LB0383  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 LB0383
 LB0383  VERT ORDER      -  SECOND    CLASS 0
 LB0383
 LB0383.The horizontal coordinates were scaled from a map and have
 LB0383.an estimated accuracy of +/- 6 seconds.
 LB0383
 LB0383.The orthometric height was determined by differential leveling and
 LB0383.adjusted by the NATIONAL GEODETIC SURVEY
 LB0383.in June 1991.
 LB0383
 LB0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0383.GEOID18 height accuracy estimate available here.
 LB0383
 LB0383.Click photographs - Photos may exist for this station.
 LB0383
 LB0383.The dynamic height is computed by dividing the NAVD 88
 LB0383.geopotential number by the normal gravity value computed on the
 LB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0383.degrees latitude (g = 980.6199 gals.).
 LB0383
 LB0383.The modeled gravity was interpolated from observed gravity values.
 LB0383
 LB0383;                    North         East    Units  Estimated Accuracy
 LB0383;SPC IN W     -   580,670.      953,920.      MT  (+/- 180 meters Scaled)
 LB0383
 LB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK468808(NAD 83)
 LB0383
 LB0383                          SUPERSEDED SURVEY CONTROL
 LB0383
 LB0383  NGVD 29 (??/??/92)  221.867  (m)          727.91   (f) ADJ UNCH    2 0
 LB0383
 LB0383.Superseded values are not recommended for survey control.
 LB0383
 LB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0383.See file dsdata.pdf to determine how the superseded data were derived.
 LB0383
 LB0383_MARKER: DB = BENCH MARK DISK
 LB0383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0383_SP_SET: CULVERT HEADWALL
 LB0383_STAMPING: F 117 1946
 LB0383_MARK LOGO: CGS
 LB0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0383+STABILITY: SURFACE MOTION
 LB0383
 LB0383  HISTORY     - Date     Condition        Report By
 LB0383  HISTORY     - 1946     MONUMENTED       CGS
 LB0383
 LB0383                          STATION DESCRIPTION
 LB0383
 LB0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0383'2.8 MI W FROM BURLINGTON.
 LB0383'ABOUT 2.85 MILES WEST ALONG THE BURLINGTON-CUTLER ROAD FROM
 LB0383'BURLINGTON STATE BANK AT BURLINGTON, AT THE SOUTHWEST END OF A
 LB0383'CURVE, ABOUT 300 FEET EAST OF THE JUNCTION WITH A ROAD LEADING
 LB0383'NORTH, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 LB0383'HEADWALL OF A DOUBLE 4-FOOT PIPE CULVERT, 12 FEET SOUTH OF THE
 LB0383'CENTER LINE OF THE ROAD AND ABOUT 1 1/2 FOOT ABOVE ROAD LEVEL.  A
 LB0383'STANDARD DISK, STAMPED F 117 1946.  THIS MARK IS ABOUT 4.0 MILES
 LB0383'EAST OF THE HIGH SCHOOL AT CUTLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0676 ***********************************************************************
 LB0676  DESIGNATION -  F 118
 LB0676  PID         -  LB0676
 LB0676  STATE/COUNTY-  IN/CARROLL
 LB0676  COUNTRY     -  US
 LB0676  USGS QUAD   -  ROSSVILLE (2019)
 LB0676
 LB0676                         *CURRENT SURVEY CONTROL
 LB0676  ______________________________________________________________________
 LB0676* NAD 83(1986) POSITION- 40 28 45.     (N) 086 32 20.     (W)   SCALED
 LB0676* NAVD 88 ORTHO HEIGHT -   212.897 (meters)      698.48  (feet) ADJUSTED
 LB0676  ______________________________________________________________________
 LB0676  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 LB0676  DYNAMIC HEIGHT  -        212.789 (meters)      698.13  (feet) COMP
 LB0676  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 LB0676
 LB0676  VERT ORDER      -  SECOND    CLASS 0
 LB0676
 LB0676.The horizontal coordinates were scaled from a map and have
 LB0676.an estimated accuracy of +/- 6 seconds.
 LB0676
 LB0676.The orthometric height was determined by differential leveling and
 LB0676.adjusted by the NATIONAL GEODETIC SURVEY
 LB0676.in June 1991.
 LB0676
 LB0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0676.GEOID18 height accuracy estimate available here.
 LB0676
 LB0676.Click photographs - Photos may exist for this station.
 LB0676
 LB0676.The dynamic height is computed by dividing the NAVD 88
 LB0676.geopotential number by the normal gravity value computed on the
 LB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0676.degrees latitude (g = 980.6199 gals.).
 LB0676
 LB0676.The modeled gravity was interpolated from observed gravity values.
 LB0676
 LB0676;                    North         East    Units  Estimated Accuracy
 LB0676;SPC IN W     -   580,870.      946,160.      MT  (+/- 180 meters Scaled)
 LB0676
 LB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390810(NAD 83)
 LB0676
 LB0676                          SUPERSEDED SURVEY CONTROL
 LB0676
 LB0676  NGVD 29 (??/??/92)  213.007  (m)          698.84   (f) ADJ UNCH    2 0
 LB0676
 LB0676.Superseded values are not recommended for survey control.
 LB0676
 LB0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0676.See file dsdata.pdf to determine how the superseded data were derived.
 LB0676
 LB0676_MARKER: DB = BENCH MARK DISK
 LB0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0676_STAMPING: F 118 1946
 LB0676_MARK LOGO: CGS
 LB0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0676+STABILITY: SURFACE MOTION
 LB0676
 LB0676  HISTORY     - Date     Condition        Report By
 LB0676  HISTORY     - 1946     MONUMENTED       CGS
 LB0676
 LB0676                          STATION DESCRIPTION
 LB0676
 LB0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0676'1 MI N FROM CUTLER.
 LB0676'ABOUT 1.0 MILE NORTH ALONG THE CUTLER-FLORA ROAD FROM THE HIGH
 LB0676'SCHOOL BUILDING AT CUTLER, AT THE JUNCTION OF AN EAST-WEST
 LB0676'ROAD AND THE ROAD LEADING NORTH TO FLORA, IN THE NORTHEAST
 LB0676'QUARTER OF THE JUNCTION, 32 FEET NORTH OF THE CENTER LINE OF
 LB0676'THE EAST-WEST ROAD, 20 FEET EAST OF THE CUTLER-FLORA ROAD,
 LB0676'8.5 FEET NORTHWEST OF A FENCE CORNER, 22.5 FEET SOUTH OF A
 LB0676'TELEPHONE POLE, 2 FEET WEST OF A FENCE LINE, AND ABOUT LEVEL
 LB0676'WITH THE JUNCTION.  A STANDARD DISK, STAMPED F 118 1946 AND
 LB0676'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0676'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0690 ***********************************************************************
 LB0690  DESIGNATION -  F 119
 LB0690  PID         -  LB0690
 LB0690  STATE/COUNTY-  IN/CARROLL
 LB0690  COUNTRY     -  US
 LB0690  USGS QUAD   -  PYRMONT (2019)
 LB0690
 LB0690                         *CURRENT SURVEY CONTROL
 LB0690  ______________________________________________________________________
 LB0690* NAD 83(1986) POSITION- 40 27 14.     (N) 086 37 34.     (W)   SCALED
 LB0690* NAVD 88 ORTHO HEIGHT -   215.752 (meters)      707.85  (feet) ADJUSTED
 LB0690  ______________________________________________________________________
 LB0690  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 LB0690  DYNAMIC HEIGHT  -        215.643 (meters)      707.49  (feet) COMP
 LB0690  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LB0690
 LB0690  VERT ORDER      -  SECOND    CLASS 0
 LB0690
 LB0690.The horizontal coordinates were scaled from a map and have
 LB0690.an estimated accuracy of +/- 6 seconds.
 LB0690
 LB0690.The orthometric height was determined by differential leveling and
 LB0690.adjusted by the NATIONAL GEODETIC SURVEY
 LB0690.in June 1991.
 LB0690
 LB0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0690.GEOID18 height accuracy estimate available here.
 LB0690
 LB0690.Click photographs - Photos may exist for this station.
 LB0690
 LB0690.The dynamic height is computed by dividing the NAVD 88
 LB0690.geopotential number by the normal gravity value computed on the
 LB0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0690.degrees latitude (g = 980.6199 gals.).
 LB0690
 LB0690.The modeled gravity was interpolated from observed gravity values.
 LB0690
 LB0690;                    North         East    Units  Estimated Accuracy
 LB0690;SPC IN W     -   578,020.      938,780.      MT  (+/- 180 meters Scaled)
 LB0690
 LB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK317782(NAD 83)
 LB0690
 LB0690                          SUPERSEDED SURVEY CONTROL
 LB0690
 LB0690  NGVD 29 (??/??/92)  215.858  (m)          708.19   (f) ADJ UNCH    2 0
 LB0690
 LB0690.Superseded values are not recommended for survey control.
 LB0690
 LB0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0690.See file dsdata.pdf to determine how the superseded data were derived.
 LB0690
 LB0690_MARKER: DB = BENCH MARK DISK
 LB0690_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0690_SP_SET: PIPE CULVERT HEADWALL
 LB0690_STAMPING: F 119 1946
 LB0690_MARK LOGO: CGS
 LB0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0690+STABILITY: SURFACE MOTION
 LB0690
 LB0690  HISTORY     - Date     Condition        Report By
 LB0690  HISTORY     - 1946     MONUMENTED       CGS
 LB0690
 LB0690                          STATION DESCRIPTION
 LB0690
 LB0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0690'3.1 MI NW FROM ROSSVILLE.
 LB0690'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0690'OFFICE AT ROSSVILLE, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LB0690'CONCRETE HEADWALL OF A 24-INCH CONCRETE PIPE CULVERT, 17 FEET
 LB0690'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 LB0690'HIGHWAY.  A STANDARD DISK, STAMPED F 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0898 ***********************************************************************
 JA0898  DESIGNATION -  F 12
 JA0898  PID         -  JA0898
 JA0898  STATE/COUNTY-  IN/DAVIESS
 JA0898  COUNTRY     -  US
 JA0898  USGS QUAD   -  WASHINGTON (2019)
 JA0898
 JA0898                         *CURRENT SURVEY CONTROL
 JA0898  ______________________________________________________________________
 JA0898* NAD 83(1986) POSITION- 38 43 19.     (N) 087 11 43.     (W)   SCALED
 JA0898* NAVD 88 ORTHO HEIGHT -   138.929 (meters)      455.80  (feet) ADJUSTED
 JA0898  ______________________________________________________________________
 JA0898  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 JA0898  DYNAMIC HEIGHT  -        138.842 (meters)      455.52  (feet) COMP
 JA0898  MODELED GRAVITY -    979,997.8   (mgal)                       NAVD 88
 JA0898
 JA0898  VERT ORDER      -  FIRST     CLASS II
 JA0898
 JA0898.The horizontal coordinates were scaled from a map and have
 JA0898.an estimated accuracy of +/- 6 seconds.
 JA0898
 JA0898.The orthometric height was determined by differential leveling and
 JA0898.adjusted by the NATIONAL GEODETIC SURVEY
 JA0898.in June 1991.
 JA0898
 JA0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0898.GEOID18 height accuracy estimate available here.
 JA0898
 JA0898.Click photographs - Photos may exist for this station.
 JA0898
 JA0898.The dynamic height is computed by dividing the NAVD 88
 JA0898.geopotential number by the normal gravity value computed on the
 JA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0898.degrees latitude (g = 980.6199 gals.).
 JA0898
 JA0898.The modeled gravity was interpolated from observed gravity values.
 JA0898
 JA0898;                    North         East    Units  Estimated Accuracy
 JA0898;SPC IN W     -   385,640.      890,270.      MT  (+/- 180 meters Scaled)
 JA0898
 JA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH830859(NAD 83)
 JA0898
 JA0898                          SUPERSEDED SURVEY CONTROL
 JA0898
 JA0898  NGVD 29 (??/??/92)  139.070  (m)          456.27   (f) ADJ UNCH    1 2
 JA0898
 JA0898.Superseded values are not recommended for survey control.
 JA0898
 JA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0898.See file dsdata.pdf to determine how the superseded data were derived.
 JA0898
 JA0898_MARKER: DB = BENCH MARK DISK
 JA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0898_STAMPING: F 12 1930 456.265
 JA0898_MARK LOGO: CGS
 JA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0898+STABILITY: SURFACE MOTION
 JA0898
 JA0898  HISTORY     - Date     Condition        Report By
 JA0898  HISTORY     - 1930     MONUMENTED       CGS
 JA0898  HISTORY     - 1965     GOOD             CGS
 JA0898  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0898
 JA0898                          STATION DESCRIPTION
 JA0898
 JA0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0898'7.5 MI NW FROM WASHINGTON.
 JA0898'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0898'FROM THE STATION AT WASHINGTON, THENCE 4.9 MILES NORTH ALONG NEW
 JA0898'YORK CENTRAL RAILROAD, AT GRAHAM, IN SECTION 4, T 3 N, R 7 W,
 JA0898'AT A GROUP OF GRAIN ELEVATORS, 38 FEET WEST OF THE WEST RAIL OF
 JA0898'THE MAIN TRACK, 12 FEET WEST OF THE WEST RAIL OF A SIDETRACK,
 JA0898'159 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK OFFICE
 JA0898'BUILDING FOR THE ELEVATORS, 73 FEET SOUTH-SOUTHEAST OF THE
 JA0898'SOUTHEAST CORNER OF A CONCRETE FRAME FOR A SCALE WHICH IS ON
 JA0898'THE SOUTHWEST SIDE OF A ROUND ELEVATOR 12 FEET EAST OF THE CENTER
 JA0898'LINE OF A DRIVEWAY LEADING TO THE ELEVATORS, 5.3 FEET NORTH OF
 JA0898'THE SOUTH END OF A CONCRETE RETAINING WALL, 2.0 FEET WEST OF A
 JA0898'METAL WITNESS POST, ABOUT LEVEL WITH THE WEST SIDE OF THE
 JA0898'RETAINING WALL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0898'4 INCHES.
 JA0898
 JA0898                          STATION RECOVERY (1985)
 JA0898
 JA0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0262 ***********************************************************************
 MD0262  DESIGNATION -  F 12
 MD0262  PID         -  MD0262
 MD0262  STATE/COUNTY-  IN/ALLEN
 MD0262  COUNTRY     -  US
 MD0262  USGS QUAD   -  MAPLES (2019)
 MD0262
 MD0262                         *CURRENT SURVEY CONTROL
 MD0262  ______________________________________________________________________
 MD0262* NAD 83(1986) POSITION- 41 04 14.     (N) 084 59 54.     (W)   SCALED
 MD0262* NAVD 88 ORTHO HEIGHT -   232.194 (meters)      761.79  (feet) ADJUSTED
 MD0262  ______________________________________________________________________
 MD0262  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 MD0262  DYNAMIC HEIGHT  -        232.100 (meters)      761.48  (feet) COMP
 MD0262  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 MD0262
 MD0262  VERT ORDER      -  FIRST     CLASS I
 MD0262
 MD0262.The horizontal coordinates were scaled from a map and have
 MD0262.an estimated accuracy of +/- 6 seconds.
 MD0262
 MD0262.The orthometric height was determined by differential leveling and
 MD0262.adjusted by the NATIONAL GEODETIC SURVEY
 MD0262.in June 1991.
 MD0262
 MD0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0262.GEOID18 height accuracy estimate available here.
 MD0262
 MD0262.Click photographs - Photos may exist for this station.
 MD0262
 MD0262.The dynamic height is computed by dividing the NAVD 88
 MD0262.geopotential number by the normal gravity value computed on the
 MD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0262.degrees latitude (g = 980.6199 gals.).
 MD0262
 MD0262.The modeled gravity was interpolated from observed gravity values.
 MD0262
 MD0262;                    North         East    Units  Estimated Accuracy
 MD0262;SPC IN E     -   646,610.      156,170.      MT  (+/- 180 meters Scaled)
 MD0262
 MD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL681485(NAD 83)
 MD0262
 MD0262                          SUPERSEDED SURVEY CONTROL
 MD0262
 MD0262  NGVD 29 (01/19/93)  232.351  (m)          762.30   (f) ADJUSTED    1 1
 MD0262  NGVD 29 (??/??/92)  232.351  (m)          762.30   (f) SUPERSEDED  1 1
 MD0262
 MD0262.Superseded values are not recommended for survey control.
 MD0262
 MD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0262.See file dsdata.pdf to determine how the superseded data were derived.
 MD0262
 MD0262_MARKER: DD = SURVEY DISK
 MD0262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0262_SP_SET: ABUTMENT
 MD0262_STAMPING: F 12 ALLEN
 MD0262_MARK LOGO: INHD
 MD0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0262+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2009
 MD0262
 MD0262  HISTORY     - Date     Condition        Report By
 MD0262  HISTORY     - UNK      MONUMENTED       INHD
 MD0262  HISTORY     - 1968     GOOD             CGS
 MD0262  HISTORY     - 19921015 GOOD             NGS
 MD0262  HISTORY     - 20030510 GOOD             GEOCAC
 MD0262  HISTORY     - 20090523 GOOD             JCLS
 MD0262
 MD0262                          STATION DESCRIPTION
 MD0262
 MD0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0262'1 MI E FROM NEW HAVEN.
 MD0262'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0262'U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, 0.9 MILE WEST OF THE
 MD0262'INTERSECTION OF DOYLE ROAD, SET ON THE TOP OF THE NORTH END OF THE
 MD0262'WEST CONCRETE ABUTMENT FOR A 25-FOOT CONCRETE BRIDGE OVER MARTIN
 MD0262'DITCH, 21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 MD0262'ABOUT LEVEL WITH THE HIGHWAY.
 MD0262
 MD0262                          STATION RECOVERY (1992)
 MD0262
 MD0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0262'1.6 KM (1.00 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0262'U.S. HIGHWAY 24 IN NEW HAVEN, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 MD0262'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 MD0262'SPANNING MARTIN DITCH, AND 6.4 M (21.0 FT) NORTH OF AND LEVEL WITH
 MD0262'THE HIGHWAY CENTERLINE.
 MD0262
 MD0262                          STATION RECOVERY (2003)
 MD0262
 MD0262'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0262'CONSUMER GRADE GPSR GAVE FOLLOWING COORDINATES FOR THE MARK N41
 MD0262'04.239' W84  59.888' (HDD MM.MMM)
 MD0262
 MD0262                          STATION RECOVERY (2009)
 MD0262
 MD0262'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0710 ***********************************************************************
 LB0710  DESIGNATION -  F 120
 LB0710  PID         -  LB0710
 LB0710  STATE/COUNTY-  IN/CARROLL
 LB0710  COUNTRY     -  US
 LB0710  USGS QUAD   -  ROSSVILLE (2019)
 LB0710
 LB0710                         *CURRENT SURVEY CONTROL
 LB0710  ______________________________________________________________________
 LB0710* NAD 83(1986) POSITION- 40 27 47.     (N) 086 34 24.     (W)   SCALED
 LB0710* NAVD 88 ORTHO HEIGHT -   222.056 (meters)      728.53  (feet) ADJUSTED
 LB0710  ______________________________________________________________________
 LB0710  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LB0710  DYNAMIC HEIGHT  -        221.943 (meters)      728.16  (feet) COMP
 LB0710  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 LB0710
 LB0710  VERT ORDER      -  SECOND    CLASS 0
 LB0710
 LB0710.The horizontal coordinates were scaled from a map and have
 LB0710.an estimated accuracy of +/- 6 seconds.
 LB0710
 LB0710.The orthometric height was determined by differential leveling and
 LB0710.adjusted by the NATIONAL GEODETIC SURVEY
 LB0710.in June 1991.
 LB0710
 LB0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0710.GEOID18 height accuracy estimate available here.
 LB0710
 LB0710.Click photographs - Photos may exist for this station.
 LB0710
 LB0710.The dynamic height is computed by dividing the NAVD 88
 LB0710.geopotential number by the normal gravity value computed on the
 LB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0710.degrees latitude (g = 980.6199 gals.).
 LB0710
 LB0710.The modeled gravity was interpolated from observed gravity values.
 LB0710
 LB0710;                    North         East    Units  Estimated Accuracy
 LB0710;SPC IN W     -   579,060.      943,250.      MT  (+/- 180 meters Scaled)
 LB0710
 LB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK361792(NAD 83)
 LB0710
 LB0710                          SUPERSEDED SURVEY CONTROL
 LB0710
 LB0710  NGVD 29 (??/??/92)  222.164  (m)          728.88   (f) ADJ UNCH    2 0
 LB0710
 LB0710.Superseded values are not recommended for survey control.
 LB0710
 LB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0710.See file dsdata.pdf to determine how the superseded data were derived.
 LB0710
 LB0710_MARKER: DB = BENCH MARK DISK
 LB0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0710_STAMPING: F 120 1946
 LB0710_MARK LOGO: CGS
 LB0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0710+STABILITY: SURFACE MOTION
 LB0710
 LB0710  HISTORY     - Date     Condition        Report By
 LB0710  HISTORY     - 1946     MONUMENTED       CGS
 LB0710
 LB0710                          STATION DESCRIPTION
 LB0710
 LB0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0710'2.8 MI E FROM OWASCO.
 LB0710'ALONG THE CUTLER-OWASCO ROAD ABOUT 2.85 MILES EAST OF THE SCHOOL
 LB0710'AT OWASCO AND ABOUT 3.15 MILE WEST OF THE HIGHSCHOOL AT CUTLER,
 LB0710'AT THE R. LIVINGSTON FARM, 20 FEET SOUTH OF THE CENTER LINE OF
 LB0710'THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 9
 LB0710'FEET WEST OF A FENCE CORNER, 49.5 FEET NORTHWEST OF THE NORTHWEST
 LB0710'CORNER OF A DOUBLE GARAGE, 1.6 FEET NORTH OF A FENCE LINE AND ABOUT
 LB0710'1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED F 120 1946
 LB0710'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0710'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0644 ***********************************************************************
 KA0644  DESIGNATION -  F 121
 KA0644  PID         -  KA0644
 KA0644  STATE/COUNTY-  IN/PUTNAM
 KA0644  COUNTRY     -  US
 KA0644  USGS QUAD   -  REELSVILLE (2019)
 KA0644
 KA0644                         *CURRENT SURVEY CONTROL
 KA0644  ______________________________________________________________________
 KA0644* NAD 83(1986) POSITION- 39 36 44.     (N) 086 59 39.     (W)   SCALED
 KA0644* NAVD 88 ORTHO HEIGHT -   228.471 (meters)      749.58  (feet) ADJUSTED
 KA0644  ______________________________________________________________________
 KA0644  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 KA0644  DYNAMIC HEIGHT  -        228.340 (meters)      749.15  (feet) COMP
 KA0644  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 KA0644
 KA0644  VERT ORDER      -  FIRST     CLASS II
 KA0644
 KA0644.The horizontal coordinates were scaled from a map and have
 KA0644.an estimated accuracy of +/- 6 seconds.
 KA0644
 KA0644.The orthometric height was determined by differential leveling and
 KA0644.adjusted by the NATIONAL GEODETIC SURVEY
 KA0644.in June 1991.
 KA0644
 KA0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0644.GEOID18 height accuracy estimate available here.
 KA0644
 KA0644.Click photographs - Photos may exist for this station.
 KA0644
 KA0644.The dynamic height is computed by dividing the NAVD 88
 KA0644.geopotential number by the normal gravity value computed on the
 KA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0644.degrees latitude (g = 980.6199 gals.).
 KA0644
 KA0644.The modeled gravity was interpolated from observed gravity values.
 KA0644
 KA0644;                    North         East    Units  Estimated Accuracy
 KA0644;SPC IN W     -   484,470.      907,660.      MT  (+/- 180 meters Scaled)
 KA0644
 KA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ005847(NAD 83)
 KA0644
 KA0644                          SUPERSEDED SURVEY CONTROL
 KA0644
 KA0644  NGVD 29 (??/??/92)  228.579  (m)          749.93   (f) ADJ UNCH    1 2
 KA0644
 KA0644.Superseded values are not recommended for survey control.
 KA0644
 KA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0644.See file dsdata.pdf to determine how the superseded data were derived.
 KA0644
 KA0644_MARKER: DB = BENCH MARK DISK
 KA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0644_STAMPING: F 212 1946
 KA0644_MARK LOGO: CGS
 KA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0644+STABILITY: SURFACE MOTION
 KA0644
 KA0644  HISTORY     - Date     Condition        Report By
 KA0644  HISTORY     - 1946     MONUMENTED       CGS
 KA0644  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0644
 KA0644                          STATION DESCRIPTION
 KA0644
 KA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0644'2 MI SW FROM FERN.
 KA0644'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 2.0 MILE SOUTHWEST OF THE
 KA0644'OVERHEAD CROSSING AT FERN, 0.1 MILE NORTHEAST OF A CONCRETE ARCH
 KA0644'BRIDGE OVER A NORTH-SOUTH GRAVEL ROAD AND A SMALL STREAM, ABOUT
 KA0644'380 FEET WEST OF SIGNAL NUMBER 462, ABOUT OPPOSITE POLE NUMBER
 KA0644'46/28, 55 FEET EAST OF THE CENTER OF THE SOUTH END OF CULVERT
 KA0644'NUMBER 141, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST
 KA0644'BOUND TRACK, 85 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD
 KA0644'SOUTH OF THE TRACKS, 2 FEET WEST OF A WHITE WOODEN WITNESS POST
 KA0644'AND ABOUT 3 FEET LOWER THAN THE LEVEL OF THE TRACKS.  A STANDARD
 KA0644'DISK, STAMPED F 121 1946 AND SET IN THE TOP OF A CONCRETE POST.
 KA0644'NOTE-- MARK IS ABOUT 2.2 MILES NORTHEAST OF THE STATION AT LENA.
 KA0644
 KA0644                          STATION RECOVERY (1985)
 KA0644
 KA0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0601 ***********************************************************************
 KA0601  CBN         -  This is a Cooperative Base Network Control Station.
 KA0601  DESIGNATION -  F 122
 KA0601  PID         -  KA0601
 KA0601  STATE/COUNTY-  IN/PUTNAM
 KA0601  COUNTRY     -  US
 KA0601  USGS QUAD   -  GREENCASTLE (2019)
 KA0601
 KA0601                         *CURRENT SURVEY CONTROL
 KA0601  ______________________________________________________________________
 KA0601* NAD 83(2011) POSITION- 39 37 37.47137(N) 086 49 09.04721(W)   ADJUSTED
 KA0601* NAD 83(2011) ELLIP HT-   213.069 (meters)        (06/27/12)   ADJUSTED
 KA0601* NAD 83(2011) EPOCH   -  2010.00
 KA0601* NAVD 88 ORTHO HEIGHT -   246.099 (meters)      807.41  (feet) ADJUSTED
 KA0601  ______________________________________________________________________
 KA0601  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 KA0601  NAD 83(2011) X  -    272,963.189 (meters)                     COMP
 KA0601  NAD 83(2011) Y  - -4,911,804.867 (meters)                     COMP
 KA0601  NAD 83(2011) Z  -  4,046,316.074 (meters)                     COMP
 KA0601  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 KA0601  DYNAMIC HEIGHT  -        245.959 (meters)      806.95  (feet) COMP
 KA0601  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 KA0601
 KA0601  VERT ORDER      -  SECOND    CLASS 0
 KA0601
 KA0601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0601  Standards:
 KA0601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0601  -------------------------------------------------------------------
 KA0601  NETWORK    1.31   2.76           0.62   0.39   1.41     -0.12193786
 KA0601  -------------------------------------------------------------------
 KA0601  Click here for local accuracies and other accuracy information.
 KA0601
 KA0601.The horizontal coordinates were established by GPS observations
 KA0601.and adjusted by the National Geodetic Survey in June 2012.
 KA0601
 KA0601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0601.been affixed to the stable North American tectonic plate. See 
 KA0601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0601
 KA0601.The horizontal coordinates are valid at the epoch date displayed above
 KA0601.which is a decimal equivalence of Year/Month/Day.
 KA0601
 KA0601.The orthometric height was determined by differential leveling and
 KA0601.adjusted by the NATIONAL GEODETIC SURVEY
 KA0601.in June 1991.
 KA0601
 KA0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0601.GEOID18 height accuracy estimate available here.
 KA0601
 KA0601.Click photographs - Photos may exist for this station.
 KA0601
 KA0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0601
 KA0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0601
 KA0601.The ellipsoidal height was determined by GPS observations
 KA0601.and is referenced to NAD 83.
 KA0601
 KA0601.The dynamic height is computed by dividing the NAVD 88
 KA0601.geopotential number by the normal gravity value computed on the
 KA0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0601.degrees latitude (g = 980.6199 gals.).
 KA0601
 KA0601.The modeled gravity was interpolated from observed gravity values.
 KA0601
 KA0601. The following values were computed from the NAD 83(2011) position.
 KA0601
 KA0601;                    North         East     Units Scale Factor Converg.
 KA0601;SPC IN W     -   486,146.147   922,678.579   MT  0.99997300   +0 10 06.5
 KA0601;SPC IN W     - 1,594,964.48  3,027,154.64   sFT  0.99997300   +0 10 06.5
 KA0601;UTM  16      - 4,386,383.186   515,518.400   MT  0.99960296   +0 06 55.2
 KA0601
 KA0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0601!SPC IN W     -   0.99996657  x   0.99997300  =   0.99993957
 KA0601!UTM  16      -   0.99996657  x   0.99960296  =   0.99956955
 KA0601
 KA0601:                Primary Azimuth Mark                     Grid Az
 KA0601:SPC IN W     -  PUTPORT                                  075 57 26.5
 KA0601:UTM  16      -  PUTPORT                                  076 00 37.8
 KA0601
 KA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1551886383(NAD 83)
 KA0601
 KA0601|---------------------------------------------------------------------|
 KA0601| PID    Reference Object                     Distance      Geod. Az  |
 KA0601|                                                           dddmmss.s |
 KA0601| KA2043 PUTPORT                             437.651 METERS 0760733.0 |
 KA0601|---------------------------------------------------------------------|
 KA0601
 KA0601                          SUPERSEDED SURVEY CONTROL
 KA0601
 KA0601  NAD 83(2007)-  39 37 37.47146(N)    086 49 09.04810(W) AD(2002.00) 0
 KA0601  ELLIP H (02/10/07)  213.088  (m)                       GP(2002.00)    
 KA0601  NAD 83(1997)-  39 37 37.47148(N)    086 49 09.04829(W) AD(       ) B
 KA0601  ELLIP H (04/10/98)  213.091  (m)                       GP(       ) 4 1
 KA0601  NAD 83(1986)-  39 37 37.46927(N)    086 49 09.04427(W) AD(       ) 3
 KA0601  NAD 27      -  39 37 37.31437(N)    086 49 09.02060(W) AD(       ) 3
 KA0601  NAVD 88             246.10   (m)          807.4    (f) LEVELING    3  
 KA0601  NGVD 29 (??/??/92)  246.209  (m)          807.77   (f) ADJ UNCH    2 0
 KA0601  NGVD 29             246.21   (m)          807.8    (f) LEVELING    3  
 KA0601  NGVD 29 (02/23/89)  246.     (m)  RAPSU86  model used  GPS OBS        
 KA0601
 KA0601.Superseded values are not recommended for survey control.
 KA0601
 KA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0601.See file dsdata.pdf to determine how the superseded data were derived.
 KA0601
 KA0601_MARKER: DB = BENCH MARK DISK
 KA0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0601_STAMPING: F 122 1946
 KA0601_MARK LOGO: CGS
 KA0601_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0601+STABILITY: SURFACE MOTION
 KA0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0601+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2023
 KA0601
 KA0601  HISTORY     - Date     Condition        Report By
 KA0601  HISTORY     - 1946     MONUMENTED       CGS
 KA0601  HISTORY     - 19880702 GOOD             NGS
 KA0601  HISTORY     - 19901008 GOOD             NGS
 KA0601  HISTORY     - 19970527 GOOD             NGS
 KA0601  HISTORY     - 20061005 GOOD             AME
 KA0601  HISTORY     - 20110706 GOOD             INDIV
 KA0601  HISTORY     - 20230104 GOOD             INDOT
 KA0601
 KA0601                          STATION DESCRIPTION
 KA0601
 KA0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0601'3.2 MI SE FROM GREENCASTLE.
 KA0601'1.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COUNTY COURT HOUSE
 KA0601'AT GREENCASTLE, THENCE 2.05 MILES EAST ALONG A PAVED ROAD TO
 KA0601'THE GREENCASTLE MUNICIPAL AIRPORT, AT THE ENTRANCE TO THE
 KA0601'AIRPORT, 60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A 12 FT
 KA0601'X 14 FT OFFICE BUILDING, 38 FEET NORTH OF THE CENTER LINE OF THE
 KA0601'PAVED ROAD ALONG THE SOUTH SIDE OF THE FIELD, 22.5 FEET EAST OF
 KA0601'THE CENTER LINE OF THE ENTRANCE ROAD, 3 FEET SOUTHWEST OF A SIGN
 KA0601'AERO SERVICES-GREENCASTLE MUNICIPAL AIRPORT- ETC., 2 FEET
 KA0601'NORTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 KA0601'PAVED ROAD.  A STANDARD DISK, STAMPED F 122 1946 AND SET IN THE
 KA0601'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0601
 KA0601                          STATION RECOVERY (1988)
 KA0601
 KA0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KA0601'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF INTERSTATE
 KA0601'HIGHWAY 70, 4.8 KM (3.00 MI) SOUTHEAST OF GREENCASTLE AND NEAR
 KA0601'ENTRANCE TO GREENCASTLE MUNICIPAL AIRPORT.  OWNERSHIP--INDIANA
 KA0601'DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE
 KA0601'OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 KA0601'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND U.S.
 KA0601'HIGHWAY 231 AT GREENCASTLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 1.4 KM
 KA0601'(0.85 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 1.0
 KA0601'KM (0.60 MI) TO A STOP SIGN AT T-ROAD.  TURN RIGHT AND GO SOUTH ALONG
 KA0601'PAVED ROAD FOR 2.6 KM (1.60 MI) TO AIRPORT ENTRANCE AND STATION ON
 KA0601'THE LEFT.
 KA0601'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---F 122
 KA0601'1946---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 KA0601'INCHES ABOVE THE GROUND.  LOCATED 12.4 M (40.7 FT) NORTH FROM CENTER
 KA0601'OF PAVED ROAD, 5.8 M (19.0 FT) EAST FROM CENTER OF AIRPORT ENTRANCE
 KA0601'ROAD, 3.8 M (12.5 FT) NORTH OF A FENCE CORNER POST AND 0.4 M (1.3
 KA0601'FT)WEST OF FIBERGLASS WITNESS POST IN FENCELINE.
 KA0601'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA0601'DESCRIBED BY D.L. ADAMS.
 KA0601
 KA0601                          STATION RECOVERY (1990)
 KA0601
 KA0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA0601'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF INTERSTATE
 KA0601'HIGHWAY 70, 4.8 KM (3.0 MI) SOUTHEAST OF GREENCASTLE AND ON THE EAST
 KA0601'SIDE OF THE ENTRANCE ROAD OF THE GREENCASTLE MUNICIPAL AIRPORT.
 KA0601'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 KA0601'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 KA0601'317-232-5533.
 KA0601'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND U.S.
 KA0601'HIGHWAY 231 IN GREENCASTLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 1.4 KM
 KA0601'(0.9 MI) TO THE JUNCTION MARTINSVILLE STREET ON THE LEFT, TURN LEFT,
 KA0601'EAST, ON MARTINSVILLE STREET FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF A
 KA0601'T-ROAD (FIRST STREET), TURN RIGHT, SOUTH-SOUTHEAST, ON FIRST STREET
 KA0601'FOR 2.6 KM (1.6 MI) TO THE AIRPORT ENTRANCE ROAD AND THE STATION ON
 KA0601'THE LEFT.
 KA0601'THE STATION IS LOCATED 12.4 M (40.7 FT) NORTH OF THE CENTER OF THE
 KA0601'ROAD, 5.8 M (19.0 FT) EAST OF THE CENTER OF THE AIRPORT ENTRANCE
 KA0601'ROAD, 3.8 M (12.5 FT) NORTH OF THE CORNER POST OF A FENCE AND 0.4 M
 KA0601'(1.3 FT) WEST OF A FIBERGLASS WITNESS POST SET IN A FENCE LINE.
 KA0601
 KA0601                          STATION RECOVERY (1997)
 KA0601
 KA0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KA0601'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF INTERSTATE
 KA0601'HIGHWAY 70, 5 KM (3.10 MI) SOUTHEAST OF GREENCASTLE, IN THE EAST
 KA0601'QUADRANT OF THE JUNCTION OF COUNTY ROAD 200S AND THE AIRFIELD ENTRANCE
 KA0601'ROAD, IN GRASS JUST OUTSIDE OF THE AIRPORT PERIMETER FENCE, AND ACROSS
 KA0601'THE AIRPORT ENTRANCE ROAD FROM THE ENTRANCE TO THE JAYCEE PARK.
 KA0601'OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 KA0601'JUNCTION OF U.S. HIGHWAY 231 AND STATE HIGHWAY 240 IN GREENCASTLE, GO
 KA0601'SOUTH ON HIGHWAY 231 FOR 0.12 KM (0.05 MI) TO A PAVED ROAD LEFT
 KA0601'(MARTINSVILLE STREET).  TURN LEFT, EAST ON MARTINSVILLE STREET FOR
 KA0601'0.92 KM (0.55 MI) TO A PAVED T-JUNCTION (FIRST STREET). TURN RIGHT,
 KA0601'SOUTH-SOUTHEAST ON FIRST STREET FOR 0.16 KM (0.10 MI) TO A PAVED
 KA0601'T-JUNCTION.  TURN LEFT, EAST, THEN SOUTHEASTERLY ON COUNTY ROAD 200S
 KA0601'FOR 2.14 KM (1.30 MI) TO THE AIRPORT ENTRANCE ROAD AND THE STATION ON
 KA0601'THE LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE
 KA0601'POST PROJECTING 3 CM ABOVE GROUND.  IT IS 12.4 M (40.7 FT) NORTHEAST
 KA0601'OF THE CENTER OF COUNTY ROAD 200S, 5.8 M (19.0 FT) EAST-SOUTHEAST OF
 KA0601'THE CENTER OF THE AIRPORT ENTRANCE ROAD, 3.6 M (11.8 FT) EAST OF THE
 KA0601'EXTENDED CENTER OF THE PARK ENTRANCE ROAD, 3.6 M (11.8 FT)
 KA0601'NORTH-NORTHEAST OF A WOODEN FENCE CORNER POST, 0.35 M (1.15 FT)
 KA0601'WEST-NORTHWEST OF THE CHAIN LINK PERIMETER FENCE AND 0.25 M (0.82 FT)
 KA0601'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST.
 KA0601
 KA0601                          STATION RECOVERY (2006)
 KA0601
 KA0601'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2006 (MB)
 KA0601'RECOVERED IN GOOD CONDITION.
 KA0601
 KA0601                          STATION RECOVERY (2011)
 KA0601
 KA0601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0601'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0601
 KA0601                          STATION RECOVERY (2023)
 KA0601
 KA0601'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 KA0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1398 ***********************************************************************
 LB1398  DESIGNATION -  F 123
 LB1398  PID         -  LB1398
 LB1398  STATE/COUNTY-  IN/WHITE
 LB1398  COUNTRY     -  US
 LB1398  USGS QUAD   -  ROUND GROVE (2019)
 LB1398
 LB1398                         *CURRENT SURVEY CONTROL
 LB1398  ______________________________________________________________________
 LB1398* NAD 83(1986) POSITION- 40 36 23.     (N) 087 05 45.     (W)   SCALED
 LB1398* NAVD 88 ORTHO HEIGHT -   221.690 (meters)      727.33  (feet) ADJUSTED
 LB1398  ______________________________________________________________________
 LB1398  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 LB1398  DYNAMIC HEIGHT  -        221.582 (meters)      726.97  (feet) COMP
 LB1398  MODELED GRAVITY -    980,132.9   (mgal)                       NAVD 88
 LB1398
 LB1398  VERT ORDER      -  SECOND    CLASS 0
 LB1398
 LB1398.The horizontal coordinates were scaled from a map and have
 LB1398.an estimated accuracy of +/- 6 seconds.
 LB1398
 LB1398.The orthometric height was determined by differential leveling and
 LB1398.adjusted by the NATIONAL GEODETIC SURVEY
 LB1398.in June 1991.
 LB1398
 LB1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1398.GEOID18 height accuracy estimate available here.
 LB1398
 LB1398.Click photographs - Photos may exist for this station.
 LB1398
 LB1398.The dynamic height is computed by dividing the NAVD 88
 LB1398.geopotential number by the normal gravity value computed on the
 LB1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1398.degrees latitude (g = 980.6199 gals.).
 LB1398
 LB1398.The modeled gravity was interpolated from observed gravity values.
 LB1398
 LB1398;                    North         East    Units  Estimated Accuracy
 LB1398;SPC IN W     -   594,850.      898,940.      MT  (+/- 180 meters Scaled)
 LB1398
 LB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK918950(NAD 83)
 LB1398
 LB1398                          SUPERSEDED SURVEY CONTROL
 LB1398
 LB1398  NGVD 29 (??/??/92)  221.766  (m)          727.58   (f) ADJ UNCH    2 0
 LB1398
 LB1398.Superseded values are not recommended for survey control.
 LB1398
 LB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1398.See file dsdata.pdf to determine how the superseded data were derived.
 LB1398
 LB1398_MARKER: DB = BENCH MARK DISK
 LB1398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1398_SP_SET: CULVERT HEADWALL
 LB1398_STAMPING: F 123 1946
 LB1398_MARK LOGO: CGS
 LB1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1398+STABILITY: SURFACE MOTION
 LB1398
 LB1398  HISTORY     - Date     Condition        Report By
 LB1398  HISTORY     - 1946     MONUMENTED       CGS
 LB1398
 LB1398                          STATION DESCRIPTION
 LB1398
 LB1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1398'12.3 MI W FROM BROOKSTON.
 LB1398'ALONG STATE HIGHWAY 18 ABOUT 12.3 MILES WEST OF THE CHICAGO,
 LB1398'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON AND 12.3
 LB1398'MILES EAST OF THE COUNTY COURT HOUSE AT FOWLER, AT THE
 LB1398'INTERSECTION WITH THE BENTON-WHITE COUNTY LINE ROAD, IN THE
 LB1398'NORTHEAST QUARTER OF THE INTERSECTION, SET IN THE TOP OF THE
 LB1398'CENTER OF THE NORTH LIMESTONE MASONRY HEADWALL OF A 24-INCH
 LB1398'CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 37.5 FEET EAST
 LB1398'OF THE CENTER LINE OF THE COUNTY LINE ROAD, UNDER THE HIGHWAY,
 LB1398'37.5 FEET EAST OF THE CENER LINE OF THE COUNTY LINE ROAD, 17.5
 LB1398'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF
 LB1398'THE NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE, AND ABOUT 1 FOOT
 LB1398'BELOW THE CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED
 LB1398'F 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1324 ***********************************************************************
 LB1324  DESIGNATION -  F 124
 LB1324  PID         -  LB1324
 LB1324  STATE/COUNTY-  IN/BENTON
 LB1324  COUNTRY     -  US
 LB1324  USGS QUAD   -  FOWLER (2019)
 LB1324
 LB1324                         *CURRENT SURVEY CONTROL
 LB1324  ______________________________________________________________________
 LB1324* NAD 83(1986) POSITION- 40 36 22.     (N) 087 15 58.     (W)   SCALED
 LB1324* NAVD 88 ORTHO HEIGHT -   246.702 (meters)      809.39  (feet) ADJUSTED
 LB1324  ______________________________________________________________________
 LB1324  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LB1324  DYNAMIC HEIGHT  -        246.581 (meters)      808.99  (feet) COMP
 LB1324  MODELED GRAVITY -    980,131.1   (mgal)                       NAVD 88
 LB1324
 LB1324  VERT ORDER      -  SECOND    CLASS 0
 LB1324
 LB1324.The horizontal coordinates were scaled from a map and have
 LB1324.an estimated accuracy of +/- 6 seconds.
 LB1324
 LB1324.The orthometric height was determined by differential leveling and
 LB1324.adjusted by the NATIONAL GEODETIC SURVEY
 LB1324.in June 1991.
 LB1324
 LB1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1324.GEOID18 height accuracy estimate available here.
 LB1324
 LB1324.Click photographs - Photos may exist for this station.
 LB1324
 LB1324.The dynamic height is computed by dividing the NAVD 88
 LB1324.geopotential number by the normal gravity value computed on the
 LB1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1324.degrees latitude (g = 980.6199 gals.).
 LB1324
 LB1324.The modeled gravity was interpolated from observed gravity values.
 LB1324
 LB1324;                    North         East    Units  Estimated Accuracy
 LB1324;SPC IN W     -   594,830.      884,530.      MT  (+/- 180 meters Scaled)
 LB1324
 LB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774950(NAD 83)
 LB1324
 LB1324                          SUPERSEDED SURVEY CONTROL
 LB1324
 LB1324  NGVD 29 (??/??/92)  246.760  (m)          809.58   (f) ADJ UNCH    2 0
 LB1324
 LB1324.Superseded values are not recommended for survey control.
 LB1324
 LB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1324.See file dsdata.pdf to determine how the superseded data were derived.
 LB1324
 LB1324_MARKER: DB = BENCH MARK DISK
 LB1324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1324_SP_SET: CULVERT HEADWALL
 LB1324_STAMPING: F 124 1946
 LB1324_MARK LOGO: CGS
 LB1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1324+STABILITY: SURFACE MOTION
 LB1324
 LB1324  HISTORY     - Date     Condition        Report By
 LB1324  HISTORY     - 1946     MONUMENTED       CGS
 LB1324
 LB1324                          STATION DESCRIPTION
 LB1324
 LB1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1324'3.2 MI E FROM FOWLER.
 LB1324'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1324'THE COUNTY COURT HOUSE AT FOWLER, AT THE INTERSECTION WITH A
 LB1324'NORTH-SOUTH GRAVEL ROAD, IN THE NORTHWEST QUARTER OF THE
 LB1324'INTERSECTION, SET IN THE TOP OF THE WEST END OF THE NORTH
 LB1324'HEADWALL OF A 12-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE
 LB1324'HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51
 LB1324'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET
 LB1324'SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE AND ABOUT
 LB1324'0.5 FOOT BELOW THE CENTER OF THE INTERSECTION.  A STANDARD DISK,
 LB1324'STAMPED F 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2675 ***********************************************************************
 LB2675  DESIGNATION -  F 124 RESET
 LB2675  PID         -  LB2675
 LB2675  STATE/COUNTY-  IN/BENTON
 LB2675  COUNTRY     -  US
 LB2675  USGS QUAD   -  FOWLER (2019)
 LB2675
 LB2675                         *CURRENT SURVEY CONTROL
 LB2675  ______________________________________________________________________
 LB2675* NAD 83(1997) POSITION- 40 36 21.36336(N) 087 15 58.86578(W)   ADJUSTED
 LB2675* NAD 83(1997) ELLIP HT-   213.352 (meters)        (05/25/99)   ADJUSTED
 LB2675* NAVD 88 ORTHO HEIGHT -   246.70  (meters)      809.4   (feet) RESET
 LB2675  ______________________________________________________________________
 LB2675  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LB2675  NAD 83(1997) X  -    231,280.322 (meters)                     COMP
 LB2675  NAD 83(1997) Y  - -4,843,830.645 (meters)                     COMP
 LB2675  NAD 83(1997) Z  -  4,129,436.718 (meters)                     COMP
 LB2675  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LB2675  HORZ ORDER      -  THIRD
 LB2675  VERT ORDER      -  THIRD
 LB2675  ELLP ORDER      -  FOURTH    CLASS I
 LB2675
 LB2675.The horizontal coordinates were established by GPS observations
 LB2675.and adjusted by the National Geodetic Survey in May 1999.
 LB2675
 LB2675.The orthometric height was computed from unverified reset data.
 LB2675
 LB2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2675.GEOID18 height accuracy estimate available here.
 LB2675
 LB2675.Click photographs - Photos may exist for this station.
 LB2675
 LB2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2675
 LB2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2675
 LB2675.The ellipsoidal height was determined by GPS observations
 LB2675.and is referenced to NAD 83.
 LB2675
 LB2675. The following values were computed from the NAD 83(1997) position.
 LB2675
 LB2675;                    North         East     Units Scale Factor Converg.
 LB2675;SPC IN W     -   594,814.716   884,510.893   MT  0.99996962   -0 07 08.8
 LB2675;SPC IN W     - 1,951,487.95  2,901,932.82   sFT  0.99996962   -0 07 08.8
 LB2675;UTM  16      - 4,495,047.615   477,466.528   MT  0.99960625   -0 10 24.1
 LB2675
 LB2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2675!SPC IN W     -   0.99996653  x   0.99996962  =   0.99993615
 LB2675!UTM  16      -   0.99996653  x   0.99960625  =   0.99957280
 LB2675
 LB2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7746695047(NAD 83)
 LB2675
 LB2675                          SUPERSEDED SURVEY CONTROL
 LB2675
 LB2675  NAD 83(1986)-  40 36 21.37062(N)    087 15 58.87905(W) AD(       ) 3
 LB2675  NAD 27      -  40 36 21.23409(N)    087 15 58.79019(W) AD(       ) 3
 LB2675  NGVD 29 (08/22/16)  246.76   (m)          809.6    (f) RESET       3  
 LB2675  NGVD 29             246.76   (m)          809.6    (f) LEVELING    3  
 LB2675
 LB2675.Superseded values are not recommended for survey control.
 LB2675
 LB2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2675.See file dsdata.pdf to determine how the superseded data were derived.
 LB2675
 LB2675_MARKER: DV = VERTICAL CONTROL DISK
 LB2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2675_STAMPING: F 124 RESET 1985
 LB2675_MARK LOGO: NGS
 LB2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2675+STABILITY: SURFACE MOTION
 LB2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2675+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988
 LB2675
 LB2675  HISTORY     - Date     Condition        Report By
 LB2675  HISTORY     - 1985     MONUMENTED       INHD
 LB2675  HISTORY     - 19880718 GOOD             NGS
 LB2675
 LB2675                          STATION DESCRIPTION
 LB2675
 LB2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2675'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF INTERSTATE
 LB2675'HIGHWAY 65, 8.0 KM (4.95 MI) NORTH OF OXFORD, 3.2 KM (2.00 MI) EAST
 LB2675'OF FOWLER AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT
 LB2675'OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE
 LB2675'BUILDING, INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LB2675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 LB2675'HIGHWAY 18 AT THE SOUTH SIDE OF FOWLER, GO EAST ON STATE HIGHWAY 18
 LB2675'FOR 3.5 KM (2.15 MI) TO A CROSSROAD, COUNTY ROAD 300E, AND THE
 LB2675'STATION IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 LB2675'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---F 124 RESET
 LB2675'1985---, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 LB2675'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND.  LOCATED 19.2 M (63.0 FT)
 LB2675'WEST FROM CENTER OF COUNTY ROAD 300E, 13.05 M (42.8 FT) EAST FROM A
 LB2675'RIGHT-OF-WAY POST, 9.14 M (30.0 FT) SOUTH FROM CENTER OF STATE
 LB2675'HIGHWAY 18, 3.69 M (12.1 FT) WEST FROM A RIGHT-OF-WAY POST, 3.29 M
 LB2675'(10.8 FT) WEST FROM AN UNDERGROUND TELEPHONE JUNCTION BOX, 1.4 M
 LB2675'(4.6 FT) NORTH FROM A UTILITY POLE AND ABOUT 0.6 M (2.0 FT) LOWER THAN
 LB2675'THE HIGHWAY.
 LB2675'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2675'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1465 ***********************************************************************
 LB1465  DESIGNATION -  F 125
 LB1465  PID         -  LB1465
 LB1465  STATE/COUNTY-  IN/WHITE
 LB1465  COUNTRY     -  US
 LB1465  USGS QUAD   -  TEMPLETON NE (2019)
 LB1465
 LB1465                         *CURRENT SURVEY CONTROL
 LB1465  ______________________________________________________________________
 LB1465* NAD 83(1986) POSITION- 40 40 39.     (N) 087 00 14.     (W)   SCALED
 LB1465* NAVD 88 ORTHO HEIGHT -   221.204 (meters)      725.73  (feet) ADJUSTED
 LB1465  ______________________________________________________________________
 LB1465  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB1465  DYNAMIC HEIGHT  -        221.099 (meters)      725.39  (feet) COMP
 LB1465  MODELED GRAVITY -    980,145.4   (mgal)                       NAVD 88
 LB1465
 LB1465  VERT ORDER      -  SECOND    CLASS 0
 LB1465
 LB1465.The horizontal coordinates were scaled from a map and have
 LB1465.an estimated accuracy of +/- 6 seconds.
 LB1465
 LB1465.The orthometric height was determined by differential leveling and
 LB1465.adjusted by the NATIONAL GEODETIC SURVEY
 LB1465.in June 1991.
 LB1465
 LB1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1465.GEOID18 height accuracy estimate available here.
 LB1465
 LB1465.Click photographs - Photos may exist for this station.
 LB1465
 LB1465.The dynamic height is computed by dividing the NAVD 88
 LB1465.geopotential number by the normal gravity value computed on the
 LB1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1465.degrees latitude (g = 980.6199 gals.).
 LB1465
 LB1465.The modeled gravity was interpolated from observed gravity values.
 LB1465
 LB1465;                    North         East    Units  Estimated Accuracy
 LB1465;SPC IN W     -   602,750.      906,720.      MT  (+/- 180 meters Scaled)
 LB1465
 LB1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996029(NAD 83)
 LB1465
 LB1465                          SUPERSEDED SURVEY CONTROL
 LB1465
 LB1465  NGVD 29 (??/??/92)  221.290  (m)          726.02   (f) ADJ UNCH    2 0
 LB1465
 LB1465.Superseded values are not recommended for survey control.
 LB1465
 LB1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1465.See file dsdata.pdf to determine how the superseded data were derived.
 LB1465
 LB1465_MARKER: DB = BENCH MARK DISK
 LB1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1465_STAMPING: F 125 1946
 LB1465_MARK LOGO: CGS
 LB1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1465+STABILITY: SURFACE MOTION
 LB1465
 LB1465  HISTORY     - Date     Condition        Report By
 LB1465  HISTORY     - 1946     MONUMENTED       CGS
 LB1465
 LB1465                          STATION DESCRIPTION
 LB1465
 LB1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1465'7.4 MI SE FROM WOLCOTT.
 LB1465'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1465'STATION AT WOLCOTT, THENCE 5.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1465'ABOUT 0.25 MILE SOUTH OF A 2-STORY WHITE FARM HOUSE ON THE WEST
 LB1465'SIDE OF THE ROAD, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LB1465'WITN AN EAST-WEST ROAD, 50 FEET SOUTH OF THE CENTER LINE
 LB1465'OF THE EAST-WEST ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 LB1465'NORTH-SOUTH ROAD, 30 FEET SOUTH OF HIGH TENSION POWER POLE
 LB1465'NUMBER 263, 3 1/2 FEET NORTH OF A BRACE POLE, 1 FOOT WEST OF THE
 LB1465'EAST RIGHT-OF-WAY FENCE LINE, AND 1 FOOT BELOW THE CENTER OF THE
 LB1465'INTERSECTION.  A STANDARD DISK, STAMPED F 125 1946 AND SET IN
 LB1465'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1054 ***********************************************************************
 LB1054  DESIGNATION -  F 126
 LB1054  PID         -  LB1054
 LB1054  STATE/COUNTY-  IN/WHITE
 LB1054  COUNTRY     -  US
 LB1054  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1054
 LB1054                         *CURRENT SURVEY CONTROL
 LB1054  ______________________________________________________________________
 LB1054* NAD 83(1986) POSITION- 40 52 09.     (N) 086 47 31.     (W)   SCALED
 LB1054* NAVD 88 ORTHO HEIGHT -   204.471 (meters)      670.84  (feet) ADJUSTED
 LB1054  ______________________________________________________________________
 LB1054  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 LB1054  DYNAMIC HEIGHT  -        204.380 (meters)      670.54  (feet) COMP
 LB1054  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 LB1054
 LB1054  VERT ORDER      -  SECOND    CLASS 0
 LB1054
 LB1054.The horizontal coordinates were scaled from a map and have
 LB1054.an estimated accuracy of +/- 6 seconds.
 LB1054
 LB1054.The orthometric height was determined by differential leveling and
 LB1054.adjusted by the NATIONAL GEODETIC SURVEY
 LB1054.in June 1991.
 LB1054
 LB1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1054.GEOID18 height accuracy estimate available here.
 LB1054
 LB1054.Click photographs - Photos may exist for this station.
 LB1054
 LB1054.The dynamic height is computed by dividing the NAVD 88
 LB1054.geopotential number by the normal gravity value computed on the
 LB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1054.degrees latitude (g = 980.6199 gals.).
 LB1054
 LB1054.The modeled gravity was interpolated from observed gravity values.
 LB1054
 LB1054;                    North         East    Units  Estimated Accuracy
 LB1054;SPC IN W     -   624,070.      924,560.      MT  (+/- 180 meters Scaled)
 LB1054
 LB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL175242(NAD 83)
 LB1054
 LB1054                          SUPERSEDED SURVEY CONTROL
 LB1054
 LB1054  NGVD 29 (??/??/92)  204.570  (m)          671.16   (f) ADJ UNCH    2 0
 LB1054
 LB1054.Superseded values are not recommended for survey control.
 LB1054
 LB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1054.See file dsdata.pdf to determine how the superseded data were derived.
 LB1054
 LB1054_MARKER: DB = BENCH MARK DISK
 LB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1054_STAMPING: F 126 1946
 LB1054_MARK LOGO: CGS
 LB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1054+STABILITY: SURFACE MOTION
 LB1054
 LB1054  HISTORY     - Date     Condition        Report By
 LB1054  HISTORY     - 1946     MONUMENTED       CGS
 LB1054
 LB1054                          STATION DESCRIPTION
 LB1054
 LB1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1054'4.6 MI E FROM MONON.
 LB1054'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1054'BUILDING AT MONON, AT THE ENTRANCE TO THE COOPER FARM, 37 FEET
 LB1054'NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 LB1054'LINE OF THE DRIVEWAY LEADING TO THE TWO-STORY WHITE FARM HOUSE,
 LB1054'23 FEET EAST OF A FENCE CORNER, 16.5 FEET WEST OF A TELEPHONE
 LB1054'POLE, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY
 LB1054'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0941 ***********************************************************************
 LB0941  DESIGNATION -  F 127
 LB0941  PID         -  LB0941
 LB0941  STATE/COUNTY-  IN/WHITE
 LB0941  COUNTRY     -  US
 LB0941  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0941
 LB0941                         *CURRENT SURVEY CONTROL
 LB0941  ______________________________________________________________________
 LB0941* NAD 83(1986) POSITION- 40 50 27.     (N) 086 35 58.     (W)   SCALED
 LB0941* NAVD 88 ORTHO HEIGHT -   216.987 (meters)      711.90  (feet) ADJUSTED
 LB0941  ______________________________________________________________________
 LB0941  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 LB0941  DYNAMIC HEIGHT  -        216.889 (meters)      711.58  (feet) COMP
 LB0941  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 LB0941
 LB0941  VERT ORDER      -  SECOND    CLASS 0
 LB0941
 LB0941.The horizontal coordinates were scaled from a map and have
 LB0941.an estimated accuracy of +/- 6 seconds.
 LB0941
 LB0941.The orthometric height was determined by differential leveling and
 LB0941.adjusted by the NATIONAL GEODETIC SURVEY
 LB0941.in June 1991.
 LB0941
 LB0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0941.GEOID18 height accuracy estimate available here.
 LB0941
 LB0941.Click photographs - Photos may exist for this station.
 LB0941
 LB0941.The dynamic height is computed by dividing the NAVD 88
 LB0941.geopotential number by the normal gravity value computed on the
 LB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0941.degrees latitude (g = 980.6199 gals.).
 LB0941
 LB0941.The modeled gravity was interpolated from observed gravity values.
 LB0941
 LB0941;                    North         East    Units  Estimated Accuracy
 LB0941;SPC IN W     -   621,000.      940,810.      MT  (+/- 180 meters Scaled)
 LB0941
 LB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337211(NAD 83)
 LB0941
 LB0941                          SUPERSEDED SURVEY CONTROL
 LB0941
 LB0941  NGVD 29 (??/??/92)  217.096  (m)          712.26   (f) ADJ UNCH    2 0
 LB0941
 LB0941.Superseded values are not recommended for survey control.
 LB0941
 LB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0941.See file dsdata.pdf to determine how the superseded data were derived.
 LB0941
 LB0941_MARKER: DB = BENCH MARK DISK
 LB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0941_STAMPING: F 127 1946
 LB0941_MARK LOGO: CGS
 LB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0941+STABILITY: SURFACE MOTION
 LB0941
 LB0941  HISTORY     - Date     Condition        Report By
 LB0941  HISTORY     - 1946     MONUMENTED       CGS
 LB0941
 LB0941                          STATION DESCRIPTION
 LB0941
 LB0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0941'5.8 MI N FROM BURNETTSVILLE.
 LB0941'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0941'RAILROAD STATION AT BURNETTSVILLE, THENCE 5.65 MILES NORTH ALONG
 LB0941'A GRAVEL ROAD, ABOUT 0.1 MILE NORTH OF AN EAST-WEST CROSS ROAD,
 LB0941'45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN ASPHAULT
 LB0941'SHINGLE-COVERED FARM HOUSE, 20 FEET EAST OF THE CENTER LINE OF
 LB0941'THE ROAD, 6 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 LB0941'LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LB0941'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1136 ***********************************************************************
 LB1136  DESIGNATION -  F 128
 LB1136  PID         -  LB1136
 LB1136  STATE/COUNTY-  IN/PULASKI
 LB1136  COUNTRY     -  US
 LB1136  USGS QUAD   -  BUFFALO (2019)
 LB1136
 LB1136                         *CURRENT SURVEY CONTROL
 LB1136  ______________________________________________________________________
 LB1136* NAD 83(1986) POSITION- 40 58 14.     (N) 086 43 04.     (W)   SCALED
 LB1136* NAVD 88 ORTHO HEIGHT -   209.891 (meters)      688.62  (feet) ADJUSTED
 LB1136  ______________________________________________________________________
 LB1136  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 LB1136  DYNAMIC HEIGHT  -        209.799 (meters)      688.32  (feet) COMP
 LB1136  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LB1136
 LB1136  VERT ORDER      -  SECOND    CLASS 0
 LB1136
 LB1136.The horizontal coordinates were scaled from a map and have
 LB1136.an estimated accuracy of +/- 6 seconds.
 LB1136
 LB1136.The orthometric height was determined by differential leveling and
 LB1136.adjusted by the NATIONAL GEODETIC SURVEY
 LB1136.in June 1991.
 LB1136
 LB1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1136.GEOID18 height accuracy estimate available here.
 LB1136
 LB1136.Click photographs - Photos may exist for this station.
 LB1136
 LB1136.The dynamic height is computed by dividing the NAVD 88
 LB1136.geopotential number by the normal gravity value computed on the
 LB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1136.degrees latitude (g = 980.6199 gals.).
 LB1136
 LB1136.The modeled gravity was interpolated from observed gravity values.
 LB1136
 LB1136;                    North         East    Units  Estimated Accuracy
 LB1136;SPC IN W     -   635,350.      930,770.      MT  (+/- 180 meters Scaled)
 LB1136
 LB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237355(NAD 83)
 LB1136
 LB1136                          SUPERSEDED SURVEY CONTROL
 LB1136
 LB1136  NGVD 29 (??/??/92)  210.012  (m)          689.01   (f) ADJ UNCH    2 0
 LB1136
 LB1136.Superseded values are not recommended for survey control.
 LB1136
 LB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1136.See file dsdata.pdf to determine how the superseded data were derived.
 LB1136
 LB1136_MARKER: DB = BENCH MARK DISK
 LB1136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1136_SP_SET: CULVERT HEADWALL
 LB1136_STAMPING: F 128 1946
 LB1136_MARK LOGO: CGS
 LB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1136+STABILITY: SURFACE MOTION
 LB1136
 LB1136  HISTORY     - Date     Condition        Report By
 LB1136  HISTORY     - 1946     MONUMENTED       CGS
 LB1136
 LB1136                          STATION DESCRIPTION
 LB1136
 LB1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1136'3.5 MI SW FROM PULASKI.
 LB1136'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1136'AT PULASKI, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT
 LB1136'180 FEET NORTH OF THE INTERSECTION WITH AN EAST-WEST ROAD, SET IN
 LB1136'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 2-FOOT
 LB1136'CORRUGATED PIPE CULVERT, 11 FEET EAST OF THE CENTER LINE OF THE
 LB1136'ROAD, 1.9 FEET SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL
 LB1136'AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1047 ***********************************************************************
 LB1047  DESIGNATION -  F 129
 LB1047  PID         -  LB1047
 LB1047  STATE/COUNTY-  IN/PULASKI
 LB1047  COUNTRY     -  US
 LB1047  USGS QUAD   -  STAR CITY (2019)
 LB1047
 LB1047                         *CURRENT SURVEY CONTROL
 LB1047  ______________________________________________________________________
 LB1047* NAD 83(1986) POSITION- 40 57 26.     (N) 086 32 55.     (W)   SCALED
 LB1047* NAVD 88 ORTHO HEIGHT -   217.834 (meters)      714.68  (feet) ADJUSTED
 LB1047  ______________________________________________________________________
 LB1047  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 LB1047  DYNAMIC HEIGHT  -        217.739 (meters)      714.37  (feet) COMP
 LB1047  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 LB1047
 LB1047  VERT ORDER      -  SECOND    CLASS 0
 LB1047
 LB1047.The horizontal coordinates were scaled from a map and have
 LB1047.an estimated accuracy of +/- 6 seconds.
 LB1047
 LB1047.The orthometric height was determined by differential leveling and
 LB1047.adjusted by the NATIONAL GEODETIC SURVEY
 LB1047.in June 1991.
 LB1047
 LB1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1047.GEOID18 height accuracy estimate available here.
 LB1047
 LB1047.Click photographs - Photos may exist for this station.
 LB1047
 LB1047.The dynamic height is computed by dividing the NAVD 88
 LB1047.geopotential number by the normal gravity value computed on the
 LB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1047.degrees latitude (g = 980.6199 gals.).
 LB1047
 LB1047.The modeled gravity was interpolated from observed gravity values.
 LB1047
 LB1047;                    North         East    Units  Estimated Accuracy
 LB1047;SPC IN W     -   633,950.      945,020.      MT  (+/- 180 meters Scaled)
 LB1047
 LB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL379341(NAD 83)
 LB1047
 LB1047                          SUPERSEDED SURVEY CONTROL
 LB1047
 LB1047  NGVD 29 (??/??/92)  217.947  (m)          715.05   (f) ADJ UNCH    2 0
 LB1047
 LB1047.Superseded values are not recommended for survey control.
 LB1047
 LB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1047.See file dsdata.pdf to determine how the superseded data were derived.
 LB1047
 LB1047_MARKER: DB = BENCH MARK DISK
 LB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1047_STAMPING: F 129 1946
 LB1047_MARK LOGO: CGS
 LB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1047+STABILITY: SURFACE MOTION
 LB1047
 LB1047  HISTORY     - Date     Condition        Report By
 LB1047  HISTORY     - 1946     MONUMENTED       CGS
 LB1047
 LB1047                          STATION DESCRIPTION
 LB1047
 LB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1047'1.2 MI SE FROM STAR CITY.
 LB1047'ABOUT 1.2 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LB1047'THE STATION AT STAR CITY, ABOUT 0.3 MILE NORTHWEST OF A GRAVEL
 LB1047'ROAD CROSSING, 47.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LB1047'THE TRACK, 41 FEET SOUTHEAST OF A TELEGRAPH POLE, 50 FEET
 LB1047'NORTHWEST OF A TELEGRAPH POLE, 8 FEET SOUTHEAST OF A T FENCE
 LB1047'CORNER, 1 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE
 LB1047'LINE, ABOUT 3 FEET LOWER THAN TRACK LEVEL AND SET IN THE TOP
 LB1047'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0996 ***********************************************************************
 MD0996  DESIGNATION -  F 13
 MD0996  PID         -  MD0996
 MD0996  STATE/COUNTY-  IN/KOSCIUSKO
 MD0996  COUNTRY     -  US
 MD0996  USGS QUAD   -  PIERCETON (2019)
 MD0996
 MD0996                         *CURRENT SURVEY CONTROL
 MD0996  ______________________________________________________________________
 MD0996* NAD 83(1986) POSITION- 41 11 29.     (N) 085 40 07.     (W)   SCALED
 MD0996* NAVD 88 ORTHO HEIGHT -   286.812 (meters)      940.98  (feet) ADJUSTED
 MD0996  ______________________________________________________________________
 MD0996  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 MD0996  DYNAMIC HEIGHT  -        286.693 (meters)      940.59  (feet) COMP
 MD0996  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MD0996
 MD0996  VERT ORDER      -  FIRST     CLASS I
 MD0996
 MD0996.The horizontal coordinates were scaled from a map and have
 MD0996.an estimated accuracy of +/- 6 seconds.
 MD0996
 MD0996.The orthometric height was determined by differential leveling and
 MD0996.adjusted by the NATIONAL GEODETIC SURVEY
 MD0996.in June 1991.
 MD0996
 MD0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0996.GEOID18 height accuracy estimate available here.
 MD0996
 MD0996.Click photographs - Photos may exist for this station.
 MD0996
 MD0996.The dynamic height is computed by dividing the NAVD 88
 MD0996.geopotential number by the normal gravity value computed on the
 MD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0996.degrees latitude (g = 980.6199 gals.).
 MD0996
 MD0996.The modeled gravity was interpolated from observed gravity values.
 MD0996
 MD0996;                    North         East    Units  Estimated Accuracy
 MD0996;SPC IN E     -   659,810.       99,840.      MT  (+/- 180 meters Scaled)
 MD0996
 MD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL116608(NAD 83)
 MD0996
 MD0996                          SUPERSEDED SURVEY CONTROL
 MD0996
 MD0996  NGVD 29 (01/19/93)  286.953  (m)          941.45   (f) ADJUSTED    1 1
 MD0996  NGVD 29 (??/??/92)  286.953  (m)          941.45   (f) SUPERSEDED  1 1
 MD0996
 MD0996.Superseded values are not recommended for survey control.
 MD0996
 MD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0996.See file dsdata.pdf to determine how the superseded data were derived.
 MD0996
 MD0996_MARKER: DD = SURVEY DISK
 MD0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0996_STAMPING: F 13 KOSKO
 MD0996_MARK LOGO: INHD
 MD0996_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0996+STABILITY: SURFACE MOTION
 MD0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0996+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0996
 MD0996  HISTORY     - Date     Condition        Report By
 MD0996  HISTORY     - UNK      MONUMENTED       INHD
 MD0996  HISTORY     - 1968     GOOD             CGS
 MD0996  HISTORY     - 19921008 GOOD             NGS
 MD0996  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD0996
 MD0996                          STATION DESCRIPTION
 MD0996
 MD0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0996'2 MI SE FROM PIERCETON.
 MD0996'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE
 MD0996'INTERSECTION OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.1 MILE
 MD0996'SOUTHEAST OF THE INTERSECTION OF COUNTY ROAD 900E, ON SOUTHEAST
 MD0996'SLOPE OF GRADE, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MD0996'EASTBOUND LANE OF THE HIGHWAY, 27 1/2 FEET SOUTHEAST OF A
 MD0996'TELEGRAPH POLE, 8 1/2 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY
 MD0996'MARKER, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 MD0996'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MD0996'POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 MD0996
 MD0996                          STATION RECOVERY (1992)
 MD0996
 MD0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0996'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0996'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 3.3 KM (2.05 MI)
 MD0996'EASTERLY ALONG U.S. HIGHWAY 30, 0.2 KM (0.10 MI) EAST OF THE
 MD0996'INTERSECTION OF COUNTY ROAD 900 E, 15.1 M (49.5 FT) SOUTHWEST OF THE
 MD0996'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT)
 MD0996'SOUTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MD0996'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT)
 MD0996'NORTHEAST OF A FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE
 MD0996'THE GROUND SURFACE.
 MD0996
 MD0996                          STATION RECOVERY (1997)
 MD0996
 MD0996'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD0996'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0383 ***********************************************************************
 KA0383  DESIGNATION -  F 13
 KA0383  PID         -  KA0383
 KA0383  STATE/COUNTY-  IN/OWEN
 KA0383  COUNTRY     -  US
 KA0383  USGS QUAD   -  GOSPORT (2019)
 KA0383
 KA0383                         *CURRENT SURVEY CONTROL
 KA0383  ______________________________________________________________________
 KA0383* NAD 83(1986) POSITION- 39 18 53.     (N) 086 43 57.     (W)   SCALED
 KA0383* NAVD 88 ORTHO HEIGHT -   169.809 (meters)      557.12  (feet) ADJUSTED
 KA0383  ______________________________________________________________________
 KA0383  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 KA0383  DYNAMIC HEIGHT  -        169.709 (meters)      556.79  (feet) COMP
 KA0383  MODELED GRAVITY -    980,036.1   (mgal)                       NAVD 88
 KA0383
 KA0383  VERT ORDER      -  FIRST     CLASS II
 KA0383
 KA0383.The horizontal coordinates were scaled from a map and have
 KA0383.an estimated accuracy of +/- 6 seconds.
 KA0383
 KA0383.The orthometric height was determined by differential leveling and
 KA0383.adjusted by the NATIONAL GEODETIC SURVEY
 KA0383.in June 1991.
 KA0383
 KA0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0383.GEOID18 height accuracy estimate available here.
 KA0383
 KA0383.Click photographs - Photos may exist for this station.
 KA0383
 KA0383.The dynamic height is computed by dividing the NAVD 88
 KA0383.geopotential number by the normal gravity value computed on the
 KA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0383.degrees latitude (g = 980.6199 gals.).
 KA0383
 KA0383.The modeled gravity was interpolated from observed gravity values.
 KA0383
 KA0383;                    North         East    Units  Estimated Accuracy
 KA0383;SPC IN W     -   451,490.      930,260.      MT  (+/- 180 meters Scaled)
 KA0383
 KA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ230517(NAD 83)
 KA0383
 KA0383                          SUPERSEDED SURVEY CONTROL
 KA0383
 KA0383  NGVD 29 (??/??/92)  169.938  (m)          557.54   (f) ADJ UNCH    1 2
 KA0383
 KA0383.Superseded values are not recommended for survey control.
 KA0383
 KA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0383.See file dsdata.pdf to determine how the superseded data were derived.
 KA0383
 KA0383_MARKER: DB = BENCH MARK DISK
 KA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0383_STAMPING: 557.538 F 13 1930
 KA0383_MARK LOGO: CGS
 KA0383_PROJECTION: PROJECTING
 KA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0383+STABILITY: SURFACE MOTION
 KA0383
 KA0383  HISTORY     - Date     Condition        Report By
 KA0383  HISTORY     - 1930     MONUMENTED       CGS
 KA0383  HISTORY     - 1946     GOOD             CGS
 KA0383
 KA0383                          STATION DESCRIPTION
 KA0383
 KA0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0383'0.8 MI SW FROM ROMONA.
 KA0383'0.8 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM ROMONA,
 KA0383'OWEN COUNTY, BETWEEN POLES 50/26 AND 50/27, ABOUT 250 YARDS
 KA0383'SOUTH OF STATE HIGHWAY 67 AT A POINT NEAR THE SOUTHWEST END OF A
 KA0383'ROUGH STONE FENCE, 225 FEET NORTHEAST OF A SWITCH POINT AT THE
 KA0383'SOUTHWEST END OF THE PASSING TRACK, 12 FEET NORTHEAST OF A PRIVATE
 KA0383'ROAD, AND 20 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 KA0383'A STANDARD DISK, STAMPED 577.538 F 13 1930 AND SET IN THE TOP
 KA0383'OF A CONCRETE POST PROJECTING ABOUT 1-1/2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0713 ***********************************************************************
 ME0713  DESIGNATION -  F 130
 ME0713  PID         -  ME0713
 ME0713  STATE/COUNTY-  IN/PULASKI
 ME0713  COUNTRY     -  US
 ME0713  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0713
 ME0713                         *CURRENT SURVEY CONTROL
 ME0713  ______________________________________________________________________
 ME0713* NAD 83(1986) POSITION- 41 05 07.     (N) 086 46 36.     (W)   SCALED
 ME0713* NAVD 88 ORTHO HEIGHT -   211.100 (meters)      692.58  (feet) ADJUSTED
 ME0713  ______________________________________________________________________
 ME0713  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME0713  DYNAMIC HEIGHT  -        211.009 (meters)      692.29  (feet) COMP
 ME0713  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 ME0713
 ME0713  VERT ORDER      -  SECOND    CLASS 0
 ME0713
 ME0713.The horizontal coordinates were scaled from a map and have
 ME0713.an estimated accuracy of +/- 6 seconds.
 ME0713
 ME0713.The orthometric height was determined by differential leveling and
 ME0713.adjusted by the NATIONAL GEODETIC SURVEY
 ME0713.in June 1991.
 ME0713
 ME0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0713.GEOID18 height accuracy estimate available here.
 ME0713
 ME0713.Click photographs - Photos may exist for this station.
 ME0713
 ME0713.The dynamic height is computed by dividing the NAVD 88
 ME0713.geopotential number by the normal gravity value computed on the
 ME0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0713.degrees latitude (g = 980.6199 gals.).
 ME0713
 ME0713.The modeled gravity was interpolated from observed gravity values.
 ME0713
 ME0713;                    North         East    Units  Estimated Accuracy
 ME0713;SPC IN W     -   648,070.      925,770.      MT  (+/- 180 meters Scaled)
 ME0713
 ME0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187482(NAD 83)
 ME0713
 ME0713                          SUPERSEDED SURVEY CONTROL
 ME0713
 ME0713  NGVD 29 (??/??/92)  211.210  (m)          692.94   (f) ADJ UNCH    2 0
 ME0713
 ME0713.Superseded values are not recommended for survey control.
 ME0713
 ME0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0713.See file dsdata.pdf to determine how the superseded data were derived.
 ME0713
 ME0713_MARKER: DB = BENCH MARK DISK
 ME0713_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0713_SP_SET: CULVERT HEADWALL
 ME0713_STAMPING: F 130 1946
 ME0713_MARK LOGO: CGS
 ME0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0713+STABILITY: SURFACE MOTION
 ME0713
 ME0713  HISTORY     - Date     Condition        Report By
 ME0713  HISTORY     - 1946     MONUMENTED       CGS
 ME0713  HISTORY     - 1969     GOOD             CGS
 ME0713  HISTORY     - 1989     GOOD             USPSQD
 ME0713
 ME0713                          STATION DESCRIPTION
 ME0713
 ME0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0713'6 MI E FROM MEDARYVILLE.
 ME0713'ABOUT 6.0 MILES EAST ALONG A PAVED AND GRAVEL ROAD FROM THE
 ME0713'POST OFFICE AT MEDARYVILLE, AT THE INTERSECTION WITH STATE
 ME0713'HIGHWAY 39, IN THE NORTHWEST QUARTER OF THE INTERSECTION, SET
 ME0713'IN THE TOP OF THE SOUTHWEST END OF THE WEST CONCRETE HEADWALL
 ME0713'OF A 14-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 48 FEET
 ME0713'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET WEST
 ME0713'OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTHEAST OF THE
 ME0713'SOUTHWEST END OF THE HEADWALL AND ABOUT LEVEL WITH THE INTERSECTION.
 ME0713
 ME0713                          STATION RECOVERY (1969)
 ME0713
 ME0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0713'RECOVERED IN GOOD CONDITION.
 ME0713
 ME0713                          STATION RECOVERY (1989)
 ME0713
 ME0713'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0755 ***********************************************************************
 ME0755  DESIGNATION -  F 131
 ME0755  PID         -  ME0755
 ME0755  STATE/COUNTY-  IN/PULASKI
 ME0755  COUNTRY     -  US
 ME0755  USGS QUAD   -  WINAMAC (2019)
 ME0755
 ME0755                         *CURRENT SURVEY CONTROL
 ME0755  ______________________________________________________________________
 ME0755* NAD 83(1986) POSITION- 41 00 42.     (N) 086 30 49.     (W)   SCALED
 ME0755* NAVD 88 ORTHO HEIGHT -   223.613 (meters)      733.64  (feet) ADJUSTED
 ME0755  ______________________________________________________________________
 ME0755  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 ME0755  DYNAMIC HEIGHT  -        223.515 (meters)      733.32  (feet) COMP
 ME0755  MODELED GRAVITY -    980,182.8   (mgal)                       NAVD 88
 ME0755
 ME0755  VERT ORDER      -  SECOND    CLASS 0
 ME0755
 ME0755.The horizontal coordinates were scaled from a map and have
 ME0755.an estimated accuracy of +/- 6 seconds.
 ME0755
 ME0755.The orthometric height was determined by differential leveling and
 ME0755.adjusted by the NATIONAL GEODETIC SURVEY
 ME0755.in June 1991.
 ME0755
 ME0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0755.GEOID18 height accuracy estimate available here.
 ME0755
 ME0755.Click photographs - Photos may exist for this station.
 ME0755
 ME0755.The dynamic height is computed by dividing the NAVD 88
 ME0755.geopotential number by the normal gravity value computed on the
 ME0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0755.degrees latitude (g = 980.6199 gals.).
 ME0755
 ME0755.The modeled gravity was interpolated from observed gravity values.
 ME0755
 ME0755;                    North         East    Units  Estimated Accuracy
 ME0755;SPC IN W     -   640,010.      947,920.      MT  (+/- 180 meters Scaled)
 ME0755
 ME0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL408401(NAD 83)
 ME0755
 ME0755                          SUPERSEDED SURVEY CONTROL
 ME0755
 ME0755  NGVD 29 (??/??/92)  223.730  (m)          734.02   (f) ADJ UNCH    2 0
 ME0755
 ME0755.Superseded values are not recommended for survey control.
 ME0755
 ME0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0755.See file dsdata.pdf to determine how the superseded data were derived.
 ME0755
 ME0755_MARKER: DB = BENCH MARK DISK
 ME0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0755_STAMPING: F 131 1946
 ME0755_MARK LOGO: CGS
 ME0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0755+STABILITY: SURFACE MOTION
 ME0755
 ME0755  HISTORY     - Date     Condition        Report By
 ME0755  HISTORY     - 1946     MONUMENTED       CGS
 ME0755
 ME0755                          STATION DESCRIPTION
 ME0755
 ME0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0755'6.2 MI W FROM KEWANNA.
 ME0755'ABOUT 5.55 MILES WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0755'RAILROAD STATION AT KEWANNA, THENCE 0.6 MILE SOUTH ALONG A
 ME0755'GRAVEL ROAD, AT A CROSS ROAD, IN THE NORTHWEST QUARTER OF THE
 ME0755'INTERSECTION, AT THE SOUTHWEST CORNER OF THE GROUNDS AT THE
 ME0755'RUINS OF AN OLD CHURCH BUILDING, 125 FEET WEST OF THE CENTER LINE
 ME0755'OF THE NORTH-SOUTH ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE
 ME0755'EAST-WEST ROAD, 21 FEET SOUTHWEST OF A 14-INCH HICKORY TREE, 2
 ME0755'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST OF A FENCE
 ME0755'LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 ME0755'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0665 ***********************************************************************
 ME0665  DESIGNATION -  F 132
 ME0665  PID         -  ME0665
 ME0665  STATE/COUNTY-  IN/STARKE
 ME0665  COUNTRY     -  US
 ME0665  USGS QUAD   -  DENHAM (2019)
 ME0665
 ME0665                         *CURRENT SURVEY CONTROL
 ME0665  ______________________________________________________________________
 ME0665* NAD 83(1986) POSITION- 41 10 19.     (N) 086 43 03.     (W)   SCALED
 ME0665* NAVD 88 ORTHO HEIGHT -   213.359 (meters)      700.00  (feet) ADJUSTED
 ME0665  ______________________________________________________________________
 ME0665  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 ME0665  DYNAMIC HEIGHT  -        213.268 (meters)      699.70  (feet) COMP
 ME0665  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 ME0665
 ME0665  VERT ORDER      -  SECOND    CLASS 0
 ME0665
 ME0665.The horizontal coordinates were scaled from a map and have
 ME0665.an estimated accuracy of +/- 6 seconds.
 ME0665
 ME0665.The orthometric height was determined by differential leveling and
 ME0665.adjusted by the NATIONAL GEODETIC SURVEY
 ME0665.in June 1991.
 ME0665
 ME0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0665.GEOID18 height accuracy estimate available here.
 ME0665
 ME0665.Click photographs - Photos may exist for this station.
 ME0665
 ME0665.The dynamic height is computed by dividing the NAVD 88
 ME0665.geopotential number by the normal gravity value computed on the
 ME0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0665.degrees latitude (g = 980.6199 gals.).
 ME0665
 ME0665.The modeled gravity was interpolated from observed gravity values.
 ME0665
 ME0665;                    North         East    Units  Estimated Accuracy
 ME0665;SPC IN W     -   657,720.      930,700.      MT  (+/- 180 meters Scaled)
 ME0665
 ME0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236578(NAD 83)
 ME0665
 ME0665                          SUPERSEDED SURVEY CONTROL
 ME0665
 ME0665  NGVD 29 (??/??/92)  213.462  (m)          700.33   (f) ADJ UNCH    2 0
 ME0665
 ME0665.Superseded values are not recommended for survey control.
 ME0665
 ME0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0665.See file dsdata.pdf to determine how the superseded data were derived.
 ME0665
 ME0665_MARKER: DB = BENCH MARK DISK
 ME0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0665_STAMPING: F 132 1946
 ME0665_MARK LOGO: CGS
 ME0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0665+STABILITY: SURFACE MOTION
 ME0665
 ME0665  HISTORY     - Date     Condition        Report By
 ME0665  HISTORY     - 1946     MONUMENTED       CGS
 ME0665  HISTORY     - 1969     GOOD             CGS
 ME0665
 ME0665                          STATION DESCRIPTION
 ME0665
 ME0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0665'1.5 MI S FROM LENA PARK.
 ME0665'ABOUT 1.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF
 ME0665'THE CHESAPEAKE AND OHIO RAILWAY AT LENA PARK, AT THE STARKE-PULASKI
 ME0665'COUNTY LINE, 155 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ME0665'COUNTY LINE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0665'ROAD, 16 FEET NORTHWEST OF A 12-INCH OAK TREE, 21 FEET SOUTHWEST
 ME0665'OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, 2 FEET SOUTH OF A
 ME0665'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER OF THE
 ME0665'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0665'INCHES.  NOTE-- THIS MARK IS ABOUT 2.05 MILES NORTH ALONG A GRAVEL
 ME0665'ROAD FROM ST. PAULS CHURCH AT DENHAM, PULASKI COUNTY.
 ME0665
 ME0665                          STATION RECOVERY (1969)
 ME0665
 ME0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0402 ***********************************************************************
 ME0402  DESIGNATION -  F 133
 ME0402  PID         -  ME0402
 ME0402  STATE/COUNTY-  IN/MARSHALL
 ME0402  COUNTRY     -  US
 ME0402  USGS QUAD   -  CULVER (2019)
 ME0402
 ME0402                         *CURRENT SURVEY CONTROL
 ME0402  ______________________________________________________________________
 ME0402* NAD 83(1986) POSITION- 41 13 33.     (N) 086 23 06.     (W)   SCALED
 ME0402* NAVD 88 ORTHO HEIGHT -   244.511 (meters)      802.20  (feet) ADJUSTED
 ME0402  ______________________________________________________________________
 ME0402  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 ME0402  DYNAMIC HEIGHT  -        244.409 (meters)      801.87  (feet) COMP
 ME0402  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 ME0402
 ME0402  VERT ORDER      -  SECOND    CLASS 0
 ME0402
 ME0402.The horizontal coordinates were scaled from a map and have
 ME0402.an estimated accuracy of +/- 6 seconds.
 ME0402
 ME0402.The orthometric height was determined by differential leveling and
 ME0402.adjusted by the NATIONAL GEODETIC SURVEY
 ME0402.in June 1991.
 ME0402
 ME0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0402.GEOID18 height accuracy estimate available here.
 ME0402
 ME0402.Click photographs - Photos may exist for this station.
 ME0402
 ME0402.The dynamic height is computed by dividing the NAVD 88
 ME0402.geopotential number by the normal gravity value computed on the
 ME0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0402.degrees latitude (g = 980.6199 gals.).
 ME0402
 ME0402.The modeled gravity was interpolated from observed gravity values.
 ME0402
 ME0402;                    North         East    Units  Estimated Accuracy
 ME0402;SPC IN E     -   663,890.       39,770.      MT  (+/- 180 meters Scaled)
 ME0402
 ME0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL515640(NAD 83)
 ME0402
 ME0402                          SUPERSEDED SURVEY CONTROL
 ME0402
 ME0402  NGVD 29 (??/??/92)  244.623  (m)          802.57   (f) ADJ UNCH    2 0
 ME0402
 ME0402.Superseded values are not recommended for survey control.
 ME0402
 ME0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0402.See file dsdata.pdf to determine how the superseded data were derived.
 ME0402
 ME0402_MARKER: DB = BENCH MARK DISK
 ME0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0402_STAMPING: F 133 1946
 ME0402_MARK LOGO: CGS
 ME0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0402+STABILITY: SURFACE MOTION
 ME0402
 ME0402  HISTORY     - Date     Condition        Report By
 ME0402  HISTORY     - 1946     MONUMENTED       CGS
 ME0402  HISTORY     - 1984     GOOD             USPSQD
 ME0402  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0402
 ME0402                          STATION DESCRIPTION
 ME0402
 ME0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0402'2.1 MI NE FROM CULVER.
 ME0402'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0402'RAILROAD STATION AT CULVER, THENCE 1.5 MILE EAST ALONG STATE
 ME0402'HIGHWAY 10, AT THE NORTHWEST CORNER OF CULVER AIRPORT, 78 FEET
 ME0402'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 195 FEET WEST OF THE
 ME0402'CENTER LINE OF A ROAD LEADING SOUTH THROUGH THE FIELD, 1.7 FEET
 ME0402'NORTHEAST OF THE NORTHWEST CORNER OF AN L SHAPED YELLOW BOUNDRY
 ME0402'MARKER, ABOUT 4 FEET ABOVE HIGHWAY LEVEL.  A BRONZE DISK SET IN
 ME0402'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0402
 ME0402                          STATION RECOVERY (1984)
 ME0402
 ME0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0402'ABOUT 0.6 MILE NORTH OF THE ABANDONED RAILROAD STATION AT CULVERT TO
 ME0402'THE JUNCTION OF STATE HIGHWAYS 10 AND 17 NORTH, THENCE 1.5 MILE EAST
 ME0402'ALONG STATE HIGHWAY 10 TO FLEET AIRPORT (CULVERT MILITARY ACADEMY
 ME0402'AIRPORT), ABOUT 65 YARDS WEST-NORTH-WEST OF THE CENTERLINE OF THE
 ME0402'NORTH END OF THE PAVED RUNWAY, ABOUT 52 YARDS WEST OF THE WEST RUNWAY
 ME0402'MARKER LIGHT, 78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 ME0402'SOUTHEAST OF A 3-INCH IRON PIPE FENCE CORNER POST IN THE NORTHWEST
 ME0402'CORNER OF THE AIRFIELD, 18 FEET SOUTH OF A FENCE AND 22.3 EAST OF A
 ME0402'FENCE, A BRONZE DISK SET IN A CONCRETE POST PROJECTING ABOUT 3
 ME0402'INCHES.
 ME0402
 ME0402                          STATION RECOVERY (1988)
 ME0402
 ME0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHH)
 ME0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0472 ***********************************************************************
 ME0472  DESIGNATION -  F 134
 ME0472  PID         -  ME0472
 ME0472  STATE/COUNTY-  IN/PULASKI
 ME0472  COUNTRY     -  US
 ME0472  USGS QUAD   -  KEWANNA (2019)
 ME0472
 ME0472                         *CURRENT SURVEY CONTROL
 ME0472  ______________________________________________________________________
 ME0472* NAD 83(1986) POSITION- 41 06 47.     (N) 086 29 09.     (W)   SCALED
 ME0472* NAVD 88 ORTHO HEIGHT -   221.853 (meters)      727.86  (feet) ADJUSTED
 ME0472  ______________________________________________________________________
 ME0472  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 ME0472  DYNAMIC HEIGHT  -        221.762 (meters)      727.56  (feet) COMP
 ME0472  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME0472
 ME0472  VERT ORDER      -  SECOND    CLASS 0
 ME0472
 ME0472.The horizontal coordinates were scaled from a map and have
 ME0472.an estimated accuracy of +/- 6 seconds.
 ME0472
 ME0472.The orthometric height was determined by differential leveling and
 ME0472.adjusted by the NATIONAL GEODETIC SURVEY
 ME0472.in June 1991.
 ME0472
 ME0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0472.GEOID18 height accuracy estimate available here.
 ME0472
 ME0472.Click photographs - Photos may exist for this station.
 ME0472
 ME0472.The dynamic height is computed by dividing the NAVD 88
 ME0472.geopotential number by the normal gravity value computed on the
 ME0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0472.degrees latitude (g = 980.6199 gals.).
 ME0472
 ME0472.The modeled gravity was interpolated from observed gravity values.
 ME0472
 ME0472;                    North         East    Units  Estimated Accuracy
 ME0472;SPC IN W     -   651,290.      950,180.      MT  (+/- 180 meters Scaled)
 ME0472
 ME0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL431514(NAD 83)
 ME0472
 ME0472                          SUPERSEDED SURVEY CONTROL
 ME0472
 ME0472  NGVD 29 (??/??/92)  221.973  (m)          728.26   (f) ADJ UNCH    2 0
 ME0472
 ME0472.Superseded values are not recommended for survey control.
 ME0472
 ME0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0472.See file dsdata.pdf to determine how the superseded data were derived.
 ME0472
 ME0472_MARKER: DB = BENCH MARK DISK
 ME0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0472_STAMPING: F 134 1946
 ME0472_MARK LOGO: CGS
 ME0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0472+STABILITY: SURFACE MOTION
 ME0472
 ME0472  HISTORY     - Date     Condition        Report By
 ME0472  HISTORY     - 1946     MONUMENTED       CGS
 ME0472  HISTORY     - 1990     GOOD             USPSQD
 ME0472
 ME0472                          STATION DESCRIPTION
 ME0472
 ME0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0472'5.4 MI SW FROM DELONG.
 ME0472'ABOUT 1.6 MILE SOUTH ALONG PENNSYLVANIA RAILROAD FROM THE STATION
 ME0472'AT DELONG, THENCE ABOUT 3.75 MILES WEST ALONG A GRAVEL ROAD,
 ME0472'1.0 MILE WEST OF THE PULASKI-FULTON COUNTY LINE, IN THE SOUTHEAST
 ME0472'QUARTER OF AN INTERSECTION WITH A NORTH-SOUTH ROAD, 98 FEET EAST
 ME0472'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 49 FEET WEST OF A
 ME0472'24-INCH CATALPA TREE, 17 FEET SOUTH OF THE CENTER LINE OF THE
 ME0472'ROAD, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 1 FOOT BELOW ROAD
 ME0472'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 ME0472'INCHES.
 ME0472
 ME0472                          STATION RECOVERY (1990)
 ME0472
 ME0472'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1204 ***********************************************************************
 LB1204  DESIGNATION -  F 136
 LB1204  PID         -  LB1204
 LB1204  STATE/COUNTY-  IN/TIPPECANOE
 LB1204  COUNTRY     -  US
 LB1204  USGS QUAD   -  ROUND GROVE (2019)
 LB1204
 LB1204                         *CURRENT SURVEY CONTROL
 LB1204  ______________________________________________________________________
 LB1204* NAD 83(1986) POSITION- 40 33 00.     (N) 087 01 49.     (W)   SCALED
 LB1204* NAVD 88 ORTHO HEIGHT -   228.407 (meters)      749.37  (feet) ADJUSTED
 LB1204  ______________________________________________________________________
 LB1204  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB1204  DYNAMIC HEIGHT  -        228.294 (meters)      748.99  (feet) COMP
 LB1204  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 LB1204
 LB1204  VERT ORDER      -  SECOND    CLASS 0
 LB1204
 LB1204.The horizontal coordinates were scaled from a map and have
 LB1204.an estimated accuracy of +/- 6 seconds.
 LB1204
 LB1204.The orthometric height was determined by differential leveling and
 LB1204.adjusted by the NATIONAL GEODETIC SURVEY
 LB1204.in June 1991.
 LB1204
 LB1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1204.GEOID18 height accuracy estimate available here.
 LB1204
 LB1204.Click photographs - Photos may exist for this station.
 LB1204
 LB1204.The dynamic height is computed by dividing the NAVD 88
 LB1204.geopotential number by the normal gravity value computed on the
 LB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1204.degrees latitude (g = 980.6199 gals.).
 LB1204
 LB1204.The modeled gravity was interpolated from observed gravity values.
 LB1204
 LB1204;                    North         East    Units  Estimated Accuracy
 LB1204;SPC IN W     -   588,590.      904,490.      MT  (+/- 180 meters Scaled)
 LB1204
 LB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974888(NAD 83)
 LB1204
 LB1204                          SUPERSEDED SURVEY CONTROL
 LB1204
 LB1204  NGVD 29 (??/??/92)  228.484  (m)          749.62   (f) ADJ UNCH    2 0
 LB1204
 LB1204.Superseded values are not recommended for survey control.
 LB1204
 LB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1204.See file dsdata.pdf to determine how the superseded data were derived.
 LB1204
 LB1204_MARKER: DB = BENCH MARK DISK
 LB1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1204_SP_SET: CULVERT HEADWALL
 LB1204_STAMPING: F 136 1946
 LB1204_MARK LOGO: CGS
 LB1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1204+STABILITY: SURFACE MOTION
 LB1204
 LB1204  HISTORY     - Date     Condition        Report By
 LB1204  HISTORY     - 1946     MONUMENTED       CGS
 LB1204
 LB1204                          STATION DESCRIPTION
 LB1204
 LB1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1204'5.4 MI N FROM MONTMORENCI.
 LB1204'ABOUT 5.35 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1204'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, 0.15 MILE
 LB1204'NORTH OF THE JUNCTION WITH A ROAD LEADING WEST, ABOUT 0.9 MILE
 LB1204'SOUTH OF THE TIPPECANOE-WHITE COUNTY LINE, SET IN THE TOP OF THE
 LB1204'NORTH END OF THE WEST CONCRETE HEADWALL OF AN 18-INCH CONCRETE
 LB1204'PIPE CULVERT, 21.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1204'1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH
 LB1204'THE HIGHWAY.  A STANDARD DISK, STAMPED F 136 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1233 ***********************************************************************
 ME1233  DESIGNATION -  F 138
 ME1233  PID         -  ME1233
 ME1233  STATE/COUNTY-  IN/LAKE
 ME1233  COUNTRY     -  US
 ME1233  USGS QUAD   -  CROWN POINT (2019)
 ME1233
 ME1233                         *CURRENT SURVEY CONTROL
 ME1233  ______________________________________________________________________
 ME1233* NAD 83(1986) POSITION- 41 23 01.5    (N) 087 19 01.9    (W)   HD_HELD2
 ME1233* NAVD 88 ORTHO HEIGHT -   219.508 (meters)      720.17  (feet) ADJUSTED
 ME1233  ______________________________________________________________________
 ME1233  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 ME1233  DYNAMIC HEIGHT  -        219.418 (meters)      719.87  (feet) COMP
 ME1233  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 ME1233
 ME1233  VERT ORDER      -  SECOND    CLASS 0
 ME1233
 ME1233.The horizontal coordinates were established by autonomous hand held GPS
 ME1233.observations and have an estimated accuracy of +/- 10 meters.
 ME1233
 ME1233.The orthometric height was determined by differential leveling and
 ME1233.adjusted by the NATIONAL GEODETIC SURVEY
 ME1233.in June 1991.
 ME1233
 ME1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1233.GEOID18 height accuracy estimate available here.
 ME1233
 ME1233.Click photographs - Photos may exist for this station.
 ME1233
 ME1233.The dynamic height is computed by dividing the NAVD 88
 ME1233.geopotential number by the normal gravity value computed on the
 ME1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1233.degrees latitude (g = 980.6199 gals.).
 ME1233
 ME1233.The modeled gravity was interpolated from observed gravity values.
 ME1233
 ME1233;                    North         East    Units  Estimated Accuracy
 ME1233;SPC IN W     -   681,202.      880,439.      MT  (+/- 10 meters HH2 GPS)
 ME1233
 ME1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7347881406(NAD 83)
 ME1233
 ME1233                          SUPERSEDED SURVEY CONTROL
 ME1233
 ME1233  NGVD 29 (??/??/92)  219.595  (m)          720.45   (f) ADJ UNCH    2 0
 ME1233
 ME1233.Superseded values are not recommended for survey control.
 ME1233
 ME1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1233.See file dsdata.pdf to determine how the superseded data were derived.
 ME1233
 ME1233_MARKER: DB = BENCH MARK DISK
 ME1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1233_STAMPING: F 138 1946
 ME1233_MARK LOGO: CGS
 ME1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1233+STABILITY: SURFACE MOTION
 ME1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1233+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 ME1233
 ME1233  HISTORY     - Date     Condition        Report By
 ME1233  HISTORY     - 1946     MONUMENTED       CGS
 ME1233  HISTORY     - 1968     GOOD             CGS
 ME1233  HISTORY     - 20120805 GOOD             GEOCAC
 ME1233  HISTORY     - 20160323 GOOD             INDIV
 ME1233
 ME1233                          STATION DESCRIPTION
 ME1233
 ME1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1233'4.8 MI W FROM PALMER.
 ME1233'TO REACH FROM THE INTERSECTION OF RANDOLPH STREET AND 125TH AVE.
 ME1233'IN PALMER, GO WEST ON 125TH AVE FOR 1.5 MILES TO GIBSON STREET.
 ME1233'TURN LEFT AND GO SOUTH ON GIBSON STREET FOR 0.5 MILE TO THE
 ME1233'INTERSECTION OF 129TH AVE.  TURN RIGHT ON 129TH AVE AND GO WEST
 ME1233'FOR 2.6 MILES TO THE MARK ON THE LEFT.  MARK IS 12 FEET EAST OF
 ME1233'THE CENTERLINE OF A DRIVEWAY SOUTH, 1 FOOT EAST OF A METAL
 ME1233'WITNESS POST, AND 1 FOOT NORTH OF A FENCE CORNER.
 ME1233
 ME1233                          STATION RECOVERY (2012)
 ME1233
 ME1233'RECOVERY NOTE BY GEOCACHING 2012 (DN)
 ME1233'RECOVERED IN GOOD CONDITION.
 ME1233
 ME1233                          STATION RECOVERY (2016)
 ME1233
 ME1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (GB)
 ME1233'DRIVEWAY TO HOUSE IS 1319 E. 129TH AVENUE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1661 ***********************************************************************
 LA1661  DESIGNATION -  F 14
 LA1661  PID         -  LA1661
 LA1661  STATE/COUNTY-  IN/WABASH
 LA1661  COUNTRY     -  US
 LA1661  USGS QUAD   -  LAGRO (2019)
 LA1661
 LA1661                         *CURRENT SURVEY CONTROL
 LA1661  ______________________________________________________________________
 LA1661* NAD 83(1986) POSITION- 40 50 29.     (N) 085 40 49.     (W)   SCALED
 LA1661* NAVD 88 ORTHO HEIGHT -   213.748 (meters)      701.27  (feet) ADJUSTED
 LA1661  ______________________________________________________________________
 LA1661  GEOID HEIGHT    -        -34.155 (meters)                     GEOID18
 LA1661  DYNAMIC HEIGHT  -        213.647 (meters)      700.94  (feet) COMP
 LA1661  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 LA1661
 LA1661  VERT ORDER      -  FIRST     CLASS II
 LA1661
 LA1661.The horizontal coordinates were scaled from a map and have
 LA1661.an estimated accuracy of +/- 6 seconds.
 LA1661
 LA1661.The orthometric height was determined by differential leveling and
 LA1661.adjusted by the NATIONAL GEODETIC SURVEY
 LA1661.in June 1991.
 LA1661
 LA1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1661.GEOID18 height accuracy estimate available here.
 LA1661
 LA1661.Click photographs - Photos may exist for this station.
 LA1661
 LA1661.The dynamic height is computed by dividing the NAVD 88
 LA1661.geopotential number by the normal gravity value computed on the
 LA1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1661.degrees latitude (g = 980.6199 gals.).
 LA1661
 LA1661.The modeled gravity was interpolated from observed gravity values.
 LA1661
 LA1661;                    North         East    Units  Estimated Accuracy
 LA1661;SPC IN E     -   620,950.       98,850.      MT  (+/- 180 meters Scaled)
 LA1661
 LA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL112219(NAD 83)
 LA1661
 LA1661                          SUPERSEDED SURVEY CONTROL
 LA1661
 LA1661  NGVD 29 (??/??/92)  213.879  (m)          701.70   (f) ADJ UNCH    1 2
 LA1661
 LA1661.Superseded values are not recommended for survey control.
 LA1661
 LA1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1661.See file dsdata.pdf to determine how the superseded data were derived.
 LA1661
 LA1661_MARKER: DB = BENCH MARK DISK
 LA1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1661_STAMPING: F 14 1930
 LA1661_MARK LOGO: CGS
 LA1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1661+STABILITY: SURFACE MOTION
 LA1661
 LA1661  HISTORY     - Date     Condition        Report By
 LA1661  HISTORY     - 1930     MONUMENTED       CGS
 LA1661  HISTORY     - 1946     GOOD             CGS
 LA1661
 LA1661                          STATION DESCRIPTION
 LA1661
 LA1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1661'2.4 MI E FROM LAGRO.
 LA1661'2.4 MILES EAST ALONG THE ABANDONED INDIANA SERVICE CORP.
 LA1661'INTERURBAN LINE FROM THE SUBSTATION AT LAGRO, WABASH COUNTY,
 LA1661'ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 24, 42 FEET EAST OF THE
 LA1661'CENTERLINE OF A NORTH-AND-SOUTH GRAVEL ROAD, 11 FEET SOUTH
 LA1661'OF THE CENTERLINE OF THE ABANDONED TRACK BED, 9.5 FEET EAST
 LA1661'OF POWER POLE 63/006, AND 6.5 FEET NORTH OF A FENCE LINE.
 LA1661'A STANDARD DISK, STAMPED F 14 1930 AND SET IN THE TOP OF A
 LA1661'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1287 ***********************************************************************
 ME1287  DESIGNATION -  F 141
 ME1287  PID         -  ME1287
 ME1287  STATE/COUNTY-  IN/PORTER
 ME1287  COUNTRY     -  US
 ME1287  USGS QUAD   -  HEBRON (2019)
 ME1287
 ME1287                         *CURRENT SURVEY CONTROL
 ME1287  ______________________________________________________________________
 ME1287* NAD 83(1986) POSITION- 41 19 06.     (N) 087 11 23.     (W)   SCALED
 ME1287* NAVD 88 ORTHO HEIGHT -   206.821 (meters)      678.55  (feet) ADJUSTED
 ME1287  ______________________________________________________________________
 ME1287  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 ME1287  DYNAMIC HEIGHT  -        206.735 (meters)      678.26  (feet) COMP
 ME1287  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 ME1287
 ME1287  VERT ORDER      -  SECOND    CLASS 0
 ME1287
 ME1287.The horizontal coordinates were scaled from a map and have
 ME1287.an estimated accuracy of +/- 6 seconds.
 ME1287
 ME1287.The orthometric height was determined by differential leveling and
 ME1287.adjusted by the NATIONAL GEODETIC SURVEY
 ME1287.in June 1991.
 ME1287
 ME1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1287.GEOID18 height accuracy estimate available here.
 ME1287
 ME1287.Click photographs - Photos may exist for this station.
 ME1287
 ME1287.The dynamic height is computed by dividing the NAVD 88
 ME1287.geopotential number by the normal gravity value computed on the
 ME1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1287.degrees latitude (g = 980.6199 gals.).
 ME1287
 ME1287.The modeled gravity was interpolated from observed gravity values.
 ME1287
 ME1287;                    North         East    Units  Estimated Accuracy
 ME1287;SPC IN W     -   673,920.      891,090.      MT  (+/- 180 meters Scaled)
 ME1287
 ME1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL841741(NAD 83)
 ME1287
 ME1287                          SUPERSEDED SURVEY CONTROL
 ME1287
 ME1287  NGVD 29 (??/??/92)  206.911  (m)          678.84   (f) ADJ UNCH    2 0
 ME1287
 ME1287.Superseded values are not recommended for survey control.
 ME1287
 ME1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1287.See file dsdata.pdf to determine how the superseded data were derived.
 ME1287
 ME1287_MARKER: DB = BENCH MARK DISK
 ME1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1287_SP_SET: BRIDGE
 ME1287_STAMPING: F 141 1946
 ME1287_MARK LOGO: CGS
 ME1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1287
 ME1287  HISTORY     - Date     Condition        Report By
 ME1287  HISTORY     - 1946     MONUMENTED       CGS
 ME1287  HISTORY     - 20211013 MARK NOT FOUND   IN-127
 ME1287
 ME1287                          STATION DESCRIPTION
 ME1287
 ME1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1287'0.7 MI E FROM HEBRON.
 ME1287'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 8 FROM THE PENNSYLVANIA
 ME1287'RAILROAD STATION AT HEBRON, ABOUT 85 YARDS EAST OF THE HEBRON
 ME1287'CITY LIMITS SIGN, SET IN THE TOP OF THE NORTHWEST CONCRETE WING
 ME1287'WALL OF A 34 FOOT CONCRETE BRIDGE OVER A DITCH, 15 FEET NORTH
 ME1287'OF THE CENTER LINE OF THE HIGHWAY, 1.2 FOOT NORTH OF THE CONCRETE
 ME1287'BRIDGE BANISTER, ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR, AND SET
 ME1287'IN A DRILL HOLE.
 ME1287
 ME1287                          STATION RECOVERY (2021)
 ME1287
 ME1287'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (KB)
 ME1287'WE MAY HAVE FOUND STEM OF MONUMENT IN CONCRETE HEADWALL, SHOWN IN
 ME1287'ATTACHED PICTURES, AS BASED ON 1964 DATA SHEET AS DESCRIBED BY
 ME1287'NATIONAL GEODETIC SURVEY ABOUT 0.7 MI (1.1 KM) EAST ALONG STATE
 ME1287'HIGHWAY 8 FROM THE PENNSYLVANIA RAILROAD STATION AT HEBRON ABOUT 85
 ME1287'YDS (77.7 M) EAST OF THE HEBRON AND NORTH CURB OF BRIDGE 3 FT (0.9 M)
 ME1287'EAST OF THE WEST END OF THE CURB.  NOTE THERE WAS BRIDGE WORK DONE IN
 ME1287'1954 AND 2000.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1288 ***********************************************************************
 ME1288  DESIGNATION -  F 141 RESET
 ME1288  PID         -  ME1288
 ME1288  STATE/COUNTY-  IN/PORTER
 ME1288  COUNTRY     -  US
 ME1288  USGS QUAD   -  HEBRON (2019)
 ME1288
 ME1288                         *CURRENT SURVEY CONTROL
 ME1288  ______________________________________________________________________
 ME1288* NAD 83(1986) POSITION- 41 19 06.     (N) 087 11 23.     (W)   SCALED
 ME1288* NAVD 88 ORTHO HEIGHT -   206.88  (meters)      678.7   (feet) RESET
 ME1288  ______________________________________________________________________
 ME1288  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 ME1288  VERT ORDER      -  THIRD
 ME1288
 ME1288.The horizontal coordinates were scaled from a map and have
 ME1288.an estimated accuracy of +/- 6 seconds.
 ME1288
 ME1288.The orthometric height was computed from unverified reset data.
 ME1288
 ME1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1288.GEOID18 height accuracy estimate available here.
 ME1288
 ME1288.Click photographs - Photos may exist for this station.
 ME1288
 ME1288;                    North         East    Units  Estimated Accuracy
 ME1288;SPC IN W     -   673,920.      891,090.      MT  (+/- 180 meters Scaled)
 ME1288
 ME1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL841741(NAD 83)
 ME1288
 ME1288                          SUPERSEDED SURVEY CONTROL
 ME1288
 ME1288  NGVD 29 (??/??/??)  206.97   (m)          679.0    (f) RESET       3  
 ME1288
 ME1288.Superseded values are not recommended for survey control.
 ME1288
 ME1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1288.See file dsdata.pdf to determine how the superseded data were derived.
 ME1288
 ME1288_MARKER: DB = BENCH MARK DISK
 ME1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1288_SP_SET: BRIDGE
 ME1288_STAMPING: F 141 RESET 1963
 ME1288_MARK LOGO: CGS
 ME1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1288
 ME1288  HISTORY     - Date     Condition        Report By
 ME1288  HISTORY     - 1963     MONUMENTED       INHD
 ME1288  HISTORY     - 1964     GOOD             CGS
 ME1288  HISTORY     - 1978     GOOD             USGS
 ME1288
 ME1288                          STATION DESCRIPTION
 ME1288
 ME1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ME1288'0.7 MI E FROM HEBRON.
 ME1288'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 8 FROM THE PENNSYLVANIA
 ME1288'RAILROAD STATION AT HEBRON, ABOUT 85 YARDS EAST OF THE HEBRON
 ME1288'CITY LIMITS SIGN, SET IN THE TOP OF THE NORTH CURB OF BRIDGE
 ME1288'OVER A DITCH, 3 FEET EAST OF THE WEST END OF THE CURB.
 ME1288
 ME1288                          STATION RECOVERY (1978)
 ME1288
 ME1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 ME1288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2099 ***********************************************************************
 ME2099  DESIGNATION -  F 141 RESET
 ME2099  PID         -  ME2099
 ME2099  STATE/COUNTY-  IN/PORTER
 ME2099  COUNTRY     -  US
 ME2099  USGS QUAD   -  HEBRON (2019)
 ME2099
 ME2099                         *CURRENT SURVEY CONTROL
 ME2099  ______________________________________________________________________
 ME2099* NAD 83(1986) POSITION- 41 19 05.41   (N) 087 11 23.22   (W)   HD_HELD1
 ME2099* NAVD 88 ORTHO HEIGHT -   206.60  (+/-2cm)      677.8   (feet) VERTCON3
 ME2099  ______________________________________________________________________
 ME2099  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 ME2099  VERT ORDER      -  THIRD (See Below)
 ME2099
 ME2099.The horizontal coordinates were determined by differentially corrected
 ME2099.hand held GPS observations or other comparable positioning techniques
 ME2099.and have an estimated accuracy of +/- 3 meters.
 ME2099
 ME2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2099
 ME2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2099.GEOID18 height accuracy estimate available here.
 ME2099
 ME2099.The vertical order pertains to the NGVD 29 superseded value.
 ME2099
 ME2099.Click photographs - Photos may exist for this station.
 ME2099
 ME2099;                    North         East    Units  Estimated Accuracy
 ME2099;SPC IN W     -   673,897.4     891,087.3     MT  (+/- 3 meters HH1 GPS) 
 ME2099
 ME2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8411574095(NAD 83)
 ME2099
 ME2099                          SUPERSEDED SURVEY CONTROL
 ME2099
 ME2099  NGVD 29 (08/22/16)  206.69   (m)          678.1    (f) RESET       3  
 ME2099
 ME2099.Superseded values are not recommended for survey control.
 ME2099
 ME2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2099.See file dsdata.pdf to determine how the superseded data were derived.
 ME2099
 ME2099_MARKER: DV = VERTICAL CONTROL DISK
 ME2099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME2099_SP_SET: BRIDGE FLOOR
 ME2099_STAMPING: F 141 RESET 1979
 ME2099_MARK LOGO: NGS
 ME2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2099+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2021
 ME2099
 ME2099  HISTORY     - Date     Condition        Report By
 ME2099  HISTORY     - 1979     MONUMENTED       INHD
 ME2099  HISTORY     - 1984     GOOD             LOCSUR
 ME2099  HISTORY     - 20100621 GOOD             INDIV
 ME2099  HISTORY     - 20211013 GOOD             IN-127
 ME2099  HISTORY     - 20211031 GOOD             IN-127
 ME2099
 ME2099                          STATION DESCRIPTION
 ME2099
 ME2099'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1979
 ME2099'0.4 MI EAST FROM HEBRON.
 ME2099'0.4 MILE EAST ALONG STATE ROUTE 8 FROM THE CONRAIL RAILROAD TRACKS
 ME2099'IN HEBRON, IN THE TOP OF THE SOUTHWEST WINGWALL OF A 46 FOOT
 ME2099'PRESTRESSED CONCRETE I-BEAM BRIDGE OVER COBBS CREEK, 24 FEET SOUTH OF
 ME2099'THE CENTERLINE OF THE HIGHWAY, AND 0.3 FOOT SOUTH OF THE BRIDGE
 ME2099'BANNISTER.
 ME2099'THE MARK IS 0.25 FT BELOW BRIDGE FLOOR.
 ME2099
 ME2099                          STATION RECOVERY (1984)
 ME2099
 ME2099'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME2099'RECOVERED IN GOOD CONDITION.
 ME2099
 ME2099                          STATION RECOVERY (2010)
 ME2099
 ME2099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SRK)
 ME2099'RECOVERED IN GOOD CONDITION.
 ME2099
 ME2099                          STATION RECOVERY (2021)
 ME2099
 ME2099'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (KB)
 ME2099'USED FOR OPUS SHARE AND FINAL SUBMISSION WAS ON NOV. 19, 2021.  FROM
 ME2099'THE INTERSECTION OF STATE ROUTE 8 AND THE INTERSECTION OF STATE ROUTE
 ME2099'2 IN HEBRON, GO EAST ALONG STATE ROUTE 8, A DISTANCE OF 0.5 MI (0.8
 ME2099'KM) TO THE BRIDGE OVER COBB CREEK, STATION IS SET IN THE TOP OF THE
 ME2099'SOUTHWEST WING WALL OF A 46 FT (14.0 M) PRESTRESSED CONCRETE I BEAM
 ME2099'BRIDGE OVER COBB CREEK, 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE
 ME2099'HIGHWAY AND 0.3 FT (9 CM) SOUTH OF THE BRIDGE BANISTER.  STATION IS
 ME2099'0.25 FT (8 CM) BELOW BRIDGE FLOOR.
 ME2099
 ME2099                          STATION RECOVERY (2021)
 ME2099
 ME2099'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2099'TO REACH FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE ROUTE 2 IN
 ME2099'HEBRON, GO EAST ALONG STATE ROUTE 8, A DISTANCE OF 0.5 MI (0.8 KM) TO
 ME2099'THE BRIDGE OVER COBB CREEK, STATION IS SET IN THE TOP OF THE SOUTHWEST
 ME2099'WINGWALL OF A 46 FT (14.0 M) PRESTRESSED CONCRETE I BEAM BRIDGE OVER
 ME2099'COBB CREEK, 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 ME2099'ABOUT 0.3 FT (9 CM) SOUTH OF THE BRIDGE BANISTER.  STATION IS ABOUT
 ME2099'0.5 FT (15 CM) BELOW BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0586 ***********************************************************************
 ME0586  DESIGNATION -  F 143
 ME0586  PID         -  ME0586
 ME0586  STATE/COUNTY-  IN/LA PORTE
 ME0586  COUNTRY     -  US
 ME0586  USGS QUAD   -  WANATAH (2019)
 ME0586
 ME0586                         *CURRENT SURVEY CONTROL
 ME0586  ______________________________________________________________________
 ME0586* NAD 83(1997) POSITION- 41 22 32.02662(N) 086 53 29.69483(W)   ADJUSTED
 ME0586* NAVD 88 ORTHO HEIGHT -   214.244 (meters)      702.90  (feet) ADJUSTED
 ME0586  ______________________________________________________________________
 ME0586  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0586  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 ME0586  DYNAMIC HEIGHT  -        214.155 (meters)      702.61  (feet) COMP
 ME0586  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 ME0586
 ME0586  HORZ ORDER      -  SECOND
 ME0586  VERT ORDER      -  SECOND    CLASS 0
 ME0586
 ME0586.The horizontal coordinates were established by classical geodetic methods
 ME0586.and adjusted by the National Geodetic Survey in May 1999.
 ME0586
 ME0586.The orthometric height was determined by differential leveling and
 ME0586.adjusted by the NATIONAL GEODETIC SURVEY
 ME0586.in June 1991.
 ME0586
 ME0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0586.GEOID18 height accuracy estimate available here.
 ME0586
 ME0586.Click photographs - Photos may exist for this station.
 ME0586
 ME0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0586
 ME0586.The dynamic height is computed by dividing the NAVD 88
 ME0586.geopotential number by the normal gravity value computed on the
 ME0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0586.degrees latitude (g = 980.6199 gals.).
 ME0586
 ME0586.The modeled gravity was interpolated from observed gravity values.
 ME0586
 ME0586. The following values were computed from the NAD 83(1997) position.
 ME0586
 ME0586;                    North         East     Units Scale Factor Converg.
 ME0586;SPC IN W     -   680,283.645   916,040.589   MT  0.99996983   +0 07 36.3
 ME0586;SPC IN W     - 2,231,897.26  3,005,376.50   sFT  0.99996983   +0 07 36.3
 ME0586;UTM  16      - 4,580,455.145   509,066.176   MT  0.99960101   +0 04 18.0
 ME0586
 ME0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0586!SPC IN W     -   0.99997171  x   0.99996983  =   0.99994154
 ME0586!UTM  16      -   0.99997171  x   0.99960101  =   0.99957273
 ME0586
 ME0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0906680455(NAD 83)
 ME0586
 ME0586                          SUPERSEDED SURVEY CONTROL
 ME0586
 ME0586  NAD 83(1986)-  41 22 32.03097(N)    086 53 29.70037(W) AD(       ) 2
 ME0586  NAD 27      -  41 22 31.88240(N)    086 53 29.61470(W) AD(       ) 2
 ME0586  NGVD 29 (??/??/92)  214.321  (m)          703.15   (f) ADJ UNCH    2 0
 ME0586  NGVD 29             214.32   (m)          703.1    (f) LEVELING    3  
 ME0586
 ME0586.Superseded values are not recommended for survey control.
 ME0586
 ME0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0586.See file dsdata.pdf to determine how the superseded data were derived.
 ME0586
 ME0586_MARKER: DB = BENCH MARK DISK
 ME0586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0586_SP_SET: CULVERT HEADWALL
 ME0586_STAMPING: F 143 1946
 ME0586_MARK LOGO: CGS
 ME0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0586+STABILITY: SURFACE MOTION
 ME0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0586+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 ME0586
 ME0586  HISTORY     - Date     Condition        Report By
 ME0586  HISTORY     - 1946     MONUMENTED       CGS
 ME0586  HISTORY     - 1948     GOOD             CGS
 ME0586  HISTORY     - 1988     GOOD             USPSQD
 ME0586  HISTORY     - 20071103 GOOD             GEOCAC
 ME0586  HISTORY     - 20220823 GOOD             IN-127
 ME0586
 ME0586                          STATION DESCRIPTION
 ME0586
 ME0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0586'4 MI N FROM LACROSSE.
 ME0586'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0586'OF STATE HIGHWAY 8 AT LA CROSSE, ABOUT 110 FEET SOUTHEAST OF THE
 ME0586'SOUTHEAST CORNER OF A TWO STORY WHITE HOUSE ON THE WEST SIDE OF
 ME0586'THE ROAD, AND SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 ME0586'OF AN EAST-WEST GRAVEL ROAD, SET IN THE TOP OF THE SOUTH END OF
 ME0586'THE EAST CONCRETE HEAD WALL OF A 14 INCH PIPE CULVERT, 22 FEET
 ME0586'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25 FEET EAST
 ME0586'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 ME0586'END OF THE HEAD WALL, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET
 ME0586'IN A DRILL HOLE.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 ME0586'PENNSYLVANIA RAILROAD STATION AT WANATAH BY GOING ABOUT 0.45
 ME0586'MILE SOUTHEAST ALONG THE RAILROAD, THENCE ABOUT 3.8 MILES SOUTH
 ME0586'ALONG STATE HIGHWAY 43.
 ME0586
 ME0586                          STATION RECOVERY (1948)
 ME0586
 ME0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME0586'STATION IS LOCATED 4 MILES NORTH OF LA CROSSE.  IT IS 34 FEET
 ME0586'SOUTHEAST OF THE
 ME0586'INTERSECTION OF STATE HIGHWAY NO. 43 AND CROSSROAD, 20 FEET SOUTH OF
 ME0586'THE CENTER OF PAVED ROAD AND 25
 ME0586'FEET EAST OF THE CENTER OF HIGHWAY.  THE DISK IS SET FLUSH IN A DRILL
 ME0586'HOLE IN THE CONCRETE ABUTMENT OF A
 ME0586'CULVERT.  THE DISK IS A STANDARD USC AND GS BM BRONZE
 ME0586'DISK STAMPED F 143 1946.  A TRAVERSE CONNECTION WAS
 ME0586'MADE FROM TRIANGULATAION STATION
 ME0586'WERNER AND THE DISTANCE WAS FOUND TO BE 27.92 FEET (8.510 METERS).
 ME0586'
 ME0586'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 43
 ME0586'AND NO. 8 IN LA CROSSE GO
 ME0586'NORTH ON STATE HIGHWAY NO. 43 FOR 4 MILES TO A CROSSROAD AND THE
 ME0586'STATION IN THE SOUTHEAST ANGLE.
 ME0586'
 ME0586'THIS IS A TRAVERSE STATION
 ME0586
 ME0586                          STATION RECOVERY (1988)
 ME0586
 ME0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0586'RECOVERED IN GOOD CONDITION.
 ME0586
 ME0586                          STATION RECOVERY (2007)
 ME0586
 ME0586'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0586'RECOVERED IN GOOD CONDITION.
 ME0586
 ME0586                          STATION RECOVERY (2022)
 ME0586
 ME0586'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME0586'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND U.S. HIGHWAY 421
 ME0586'IN WANATAH, GO SOUTH ON U.S. 421, 4.5 MI (7.2 KM) TO C.R. 1600 SOUTH
 ME0586'AND STATION IS ON THE LEFT, 22.5 FT (6.9 M) EAST OF CENTER OF HIGHWAY,
 ME0586'22.0 FT (6.7 M) SOUTH OF C.R. 1600 SOUTH, 91.11 FT (27.8 M) NORTH FROM
 ME0586'MONUMENT WERNER REFERENCE MARK 2, 27.92 FT (8.5 M) NORTHWEST FROM
 ME0586'MONUMENT WERNER.
 ME0586'
 ME0586'STATION IS SET IN THE SOUTH END OF HEADWALL OF CULVERT PIPE HEADING
 ME0586'WEST.  CONCRETE HEADWALL IS CHIPPED, BUT DISK IS FOUND IN GOOD, STABLE
 ME0586'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0382 ***********************************************************************
 ME0382  DESIGNATION -  F 144
 ME0382  PID         -  ME0382
 ME0382  STATE/COUNTY-  IN/FULTON
 ME0382  COUNTRY     -  US
 ME0382  USGS QUAD   -  ARGOS (2019)
 ME0382
 ME0382                         *CURRENT SURVEY CONTROL
 ME0382  ______________________________________________________________________
 ME0382* NAD 83(1986) POSITION- 41 07 57.     (N) 086 13 40.     (W)   SCALED
 ME0382* NAVD 88 ORTHO HEIGHT -   272.682 (meters)      894.62  (feet) ADJUSTED
 ME0382  ______________________________________________________________________
 ME0382  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 ME0382  DYNAMIC HEIGHT  -        272.566 (meters)      894.24  (feet) COMP
 ME0382  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 ME0382
 ME0382  VERT ORDER      -  SECOND    CLASS 0
 ME0382
 ME0382.The horizontal coordinates were scaled from a map and have
 ME0382.an estimated accuracy of +/- 6 seconds.
 ME0382
 ME0382.The orthometric height was determined by differential leveling and
 ME0382.adjusted by the NATIONAL GEODETIC SURVEY
 ME0382.in June 1991.
 ME0382
 ME0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0382.GEOID18 height accuracy estimate available here.
 ME0382
 ME0382.Click photographs - Photos may exist for this station.
 ME0382
 ME0382.The dynamic height is computed by dividing the NAVD 88
 ME0382.geopotential number by the normal gravity value computed on the
 ME0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0382.degrees latitude (g = 980.6199 gals.).
 ME0382
 ME0382.The modeled gravity was interpolated from observed gravity values.
 ME0382
 ME0382;                    North         East    Units  Estimated Accuracy
 ME0382;SPC IN E     -   653,420.       52,890.      MT  (+/- 180 meters Scaled)
 ME0382
 ME0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648537(NAD 83)
 ME0382
 ME0382                          SUPERSEDED SURVEY CONTROL
 ME0382
 ME0382  NGVD 29 (??/??/92)  272.800  (m)          895.01   (f) ADJ UNCH    2 0
 ME0382
 ME0382.Superseded values are not recommended for survey control.
 ME0382
 ME0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0382.See file dsdata.pdf to determine how the superseded data were derived.
 ME0382
 ME0382_MARKER: DB = BENCH MARK DISK
 ME0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0382_STAMPING: F 144 1946
 ME0382_MARK LOGO: CGS
 ME0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0382+STABILITY: SURFACE MOTION
 ME0382
 ME0382  HISTORY     - Date     Condition        Report By
 ME0382  HISTORY     - 1946     MONUMENTED       CGS
 ME0382  HISTORY     - 1990     GOOD             USPSQD
 ME0382  HISTORY     - 20110316 GOOD             INDOT
 ME0382
 ME0382                          STATION DESCRIPTION
 ME0382
 ME0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0382'4.8 MI N FROM ROCHESTER.
 ME0382'ABOUT 4.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE COUNTY
 ME0382'COURT HOUSE AT ROCHESTER, ABOUT 0.2 MILE SOUTH OF A CHURCH AND
 ME0382'A CROSS ROAD, AT A WHITE FARM HOUSE ON THE EAST SIDE OF THE
 ME0382'HIGHWAY, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 ME0382'46 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 48 FEET
 ME0382'EAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET NORTH OF POWER
 ME0382'LINE POLE NUMBER 4.311/192, 2 FEET SOUTH OF A WHITE WOODEN
 ME0382'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0382'ABOUT 4 INCHES, ABOUT LEVEL WITH THE HIGHWAY.
 ME0382
 ME0382                          STATION RECOVERY (1990)
 ME0382
 ME0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0382'RECOVERED IN GOOD CONDITION.
 ME0382
 ME0382                          STATION RECOVERY (2011)
 ME0382
 ME0382'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1214 ***********************************************************************
 MD1214  DESIGNATION -  F 145
 MD1214  PID         -  MD1214
 MD1214  STATE/COUNTY-  IN/KOSCIUSKO
 MD1214  COUNTRY     -  US
 MD1214  USGS QUAD   -  BURKET (2019)
 MD1214
 MD1214                         *CURRENT SURVEY CONTROL
 MD1214  ______________________________________________________________________
 MD1214* NAD 83(1986) POSITION- 41 13 20.     (N) 085 58 03.     (W)   SCALED
 MD1214* NAVD 88 ORTHO HEIGHT -   256.057 (meters)      840.08  (feet) ADJUSTED
 MD1214  ______________________________________________________________________
 MD1214  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 MD1214  DYNAMIC HEIGHT  -        255.949 (meters)      839.73  (feet) COMP
 MD1214  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 MD1214
 MD1214  VERT ORDER      -  SECOND    CLASS 0
 MD1214
 MD1214.The horizontal coordinates were scaled from a map and have
 MD1214.an estimated accuracy of +/- 6 seconds.
 MD1214
 MD1214.The orthometric height was determined by differential leveling and
 MD1214.adjusted by the NATIONAL GEODETIC SURVEY
 MD1214.in June 1991.
 MD1214
 MD1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1214.GEOID18 height accuracy estimate available here.
 MD1214
 MD1214.Click photographs - Photos may exist for this station.
 MD1214
 MD1214.The dynamic height is computed by dividing the NAVD 88
 MD1214.geopotential number by the normal gravity value computed on the
 MD1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1214.degrees latitude (g = 980.6199 gals.).
 MD1214
 MD1214.The modeled gravity was interpolated from observed gravity values.
 MD1214
 MD1214;                    North         East    Units  Estimated Accuracy
 MD1214;SPC IN E     -   663,280.       74,780.      MT  (+/- 180 meters Scaled)
 MD1214
 MD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL865639(NAD 83)
 MD1214
 MD1214                          SUPERSEDED SURVEY CONTROL
 MD1214
 MD1214  NGVD 29 (??/??/92)  256.187  (m)          840.51   (f) ADJ UNCH    2 0
 MD1214
 MD1214.Superseded values are not recommended for survey control.
 MD1214
 MD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1214.See file dsdata.pdf to determine how the superseded data were derived.
 MD1214
 MD1214_MARKER: DB = BENCH MARK DISK
 MD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1214_STAMPING: F 145 1946
 MD1214_MARK LOGO: CGS
 MD1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1214+STABILITY: SURFACE MOTION
 MD1214
 MD1214  HISTORY     - Date     Condition        Report By
 MD1214  HISTORY     - 1946     MONUMENTED       CGS
 MD1214  HISTORY     - 19960711 GOOD             USPSQD
 MD1214
 MD1214                          STATION DESCRIPTION
 MD1214
 MD1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1214'3.2 MI S FROM ATWOOD.
 MD1214'3.15 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 MD1214'ATWOOD, ABOUT 0.3 MILE NORTH OF THE JUNCTION WITH AN EAST-WEST
 MD1214'ROAD, AT A 2-STORY BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY,
 MD1214'96.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A POULTRY HOUSE,
 MD1214'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 22 FEET
 MD1214'WEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF POWER
 MD1214'POLE NUMBER ABB/34, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 MD1214'POST, ABOUT 1 1/2 FOOT ABOVE THE ROAD LEVEL AND SET IN THE TOP
 MD1214'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1214
 MD1214                          STATION RECOVERY (1996)
 MD1214
 MD1214'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0952 ***********************************************************************
 LB0952  DESIGNATION -  F 146
 LB0952  PID         -  LB0952
 LB0952  STATE/COUNTY-  IN/CARROLL
 LB0952  COUNTRY     -  US
 LB0952  USGS QUAD   -  BURROWS (2019)
 LB0952
 LB0952                         *CURRENT SURVEY CONTROL
 LB0952  ______________________________________________________________________
 LB0952* NAD 83(1986) POSITION- 40 39 49.     (N) 086 35 29.     (W)   SCALED
 LB0952* NAVD 88 ORTHO HEIGHT -   199.629 (meters)      654.95  (feet) ADJUSTED
 LB0952  ______________________________________________________________________
 LB0952  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 LB0952  DYNAMIC HEIGHT  -        199.534 (meters)      654.64  (feet) COMP
 LB0952  MODELED GRAVITY -    980,147.5   (mgal)                       NAVD 88
 LB0952
 LB0952  VERT ORDER      -  SECOND    CLASS 0
 LB0952
 LB0952.The horizontal coordinates were scaled from a map and have
 LB0952.an estimated accuracy of +/- 6 seconds.
 LB0952
 LB0952.The orthometric height was determined by differential leveling and
 LB0952.adjusted by the NATIONAL GEODETIC SURVEY
 LB0952.in June 1991.
 LB0952
 LB0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0952.GEOID18 height accuracy estimate available here.
 LB0952
 LB0952.Click photographs - Photos may exist for this station.
 LB0952
 LB0952.The dynamic height is computed by dividing the NAVD 88
 LB0952.geopotential number by the normal gravity value computed on the
 LB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0952.degrees latitude (g = 980.6199 gals.).
 LB0952
 LB0952.The modeled gravity was interpolated from observed gravity values.
 LB0952
 LB0952;                    North         East    Units  Estimated Accuracy
 LB0952;SPC IN W     -   601,320.      941,600.      MT  (+/- 180 meters Scaled)
 LB0952
 LB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345014(NAD 83)
 LB0952
 LB0952                          SUPERSEDED SURVEY CONTROL
 LB0952
 LB0952  NGVD 29 (??/??/92)  199.740  (m)          655.31   (f) ADJ UNCH    2 0
 LB0952
 LB0952.Superseded values are not recommended for survey control.
 LB0952
 LB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0952.See file dsdata.pdf to determine how the superseded data were derived.
 LB0952
 LB0952_MARKER: DB = BENCH MARK DISK
 LB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0952_STAMPING: F 146 1946
 LB0952_MARK LOGO: CGS
 LB0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0952+STABILITY: SURFACE MOTION
 LB0952
 LB0952  HISTORY     - Date     Condition        Report By
 LB0952  HISTORY     - 1946     MONUMENTED       CGS
 LB0952
 LB0952                          STATION DESCRIPTION
 LB0952
 LB0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0952'2 MI N FROM ROCKFIELD.
 LB0952'ALONG THE LOCKPORT-ROCKFIELD ROAD ABOUT 1.95 MILE NORTH OF THE
 LB0952'HIGHSCHOOL AT ROCKFIELD AND ABOUT 2.7 MILES SOUTH OF THE SOUTH
 LB0952'END OF THE WABASH RIVER BRIDGE AT LOCKPORT, AT THE PARKS D. GRONINGER
 LB0952'FARM, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 125 FEET NORTH
 LB0952'OF THE DRIVEWAY TO THE FARM HOUSE, 9 FEET NORTH OF A FENCE CORNER,
 LB0952'1 1/2 FOOT EAST OF A FENCE LINE AND ABOUT 1 FOOT BELOW ROAD LEVEL.
 LB0952'A STANDARD DISK, STAMPED F 146 1946 AND SET IN THE TOP OF A
 LB0952'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2730 ***********************************************************************
 LB2730  DESIGNATION -  F 147 RESET
 LB2730  PID         -  LB2730
 LB2730  STATE/COUNTY-  IN/WHITE
 LB2730  COUNTRY     -  US
 LB2730  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2730
 LB2730                         *CURRENT SURVEY CONTROL
 LB2730  ______________________________________________________________________
 LB2730* NAD 83(1986) POSITION- 40 44 05.     (N) 086 45 42.     (W)   SCALED
 LB2730* NAVD 88 ORTHO HEIGHT -   203.90  (meters)      669.0   (feet) RESET
 LB2730  ______________________________________________________________________
 LB2730  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 LB2730  VERT ORDER      -  THIRD
 LB2730
 LB2730.The horizontal coordinates were scaled from a map and have
 LB2730.an estimated accuracy of +/- 6 seconds.
 LB2730
 LB2730.The orthometric height was computed from unverified reset data.
 LB2730
 LB2730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2730.GEOID18 height accuracy estimate available here.
 LB2730
 LB2730.Click photographs - Photos may exist for this station.
 LB2730
 LB2730;                    North         East    Units  Estimated Accuracy
 LB2730;SPC IN W     -   609,150.      927,170.      MT  (+/- 180 meters Scaled)
 LB2730
 LB2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201093(NAD 83)
 LB2730
 LB2730                          SUPERSEDED SURVEY CONTROL
 LB2730
 LB2730  NGVD 29 (08/22/16)  204.01   (m)          669.3    (f) RESET       3  
 LB2730
 LB2730.Superseded values are not recommended for survey control.
 LB2730
 LB2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2730.See file dsdata.pdf to determine how the superseded data were derived.
 LB2730
 LB2730_MARKER: DV = VERTICAL CONTROL DISK
 LB2730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB2730+WITH SETTING: PAVEMENT
 LB2730_SP_SET: ANCHOR
 LB2730_STAMPING: F 147 RESET 1986
 LB2730_MARK LOGO: NGS
 LB2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2730+STABILITY: SURFACE MOTION
 LB2730
 LB2730  HISTORY     - Date     Condition        Report By
 LB2730  HISTORY     - 1986     MONUMENTED       INHD
 LB2730
 LB2730                          STATION DESCRIPTION
 LB2730
 LB2730'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1986
 LB2730'ABOUT 0.7 MILES (1.1 KM) SOUTH ALONG SR 39 FROM THE COURT HOUSE IN
 LB2730'MONTICELLO, AT THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND
 LB2730'LOUISVILLE RAILWAY, SET IN A CONCRETE ANCHOR FLUSH WITH GROUND LEVEL
 LB2730'ON THE WEST SIDE OF THE HIGHWAY, 23 FEET (7.0 M) WEST OF THE
 LB2730'CENTERLINE OF THE HIGHWAY, 92 FEET (28.0 M) SOUTH OF THE SOUTHWEST
 LB2730'RAIL OF THE RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0025 ***********************************************************************
 LB0025  DESIGNATION -  F 148
 LB0025  PID         -  LB0025
 LB0025  STATE/COUNTY-  IN/CASS
 LB0025  COUNTRY     -  US
 LB0025  USGS QUAD   -  CLYMERS (2019)
 LB0025
 LB0025                         *CURRENT SURVEY CONTROL
 LB0025  ______________________________________________________________________
 LB0025* NAD 83(1986) POSITION- 40 41 51.     (N) 086 28 04.     (W)   SCALED
 LB0025* NAVD 88 ORTHO HEIGHT -   218.611 (meters)      717.23  (feet) ADJUSTED
 LB0025  ______________________________________________________________________
 LB0025  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 LB0025  DYNAMIC HEIGHT  -        218.507 (meters)      716.89  (feet) COMP
 LB0025  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 LB0025
 LB0025  VERT ORDER      -  SECOND    CLASS 0
 LB0025
 LB0025.The horizontal coordinates were scaled from a map and have
 LB0025.an estimated accuracy of +/- 6 seconds.
 LB0025
 LB0025.The orthometric height was determined by differential leveling and
 LB0025.adjusted by the NATIONAL GEODETIC SURVEY
 LB0025.in June 1991.
 LB0025
 LB0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0025.GEOID18 height accuracy estimate available here.
 LB0025
 LB0025.Click photographs - Photos may exist for this station.
 LB0025
 LB0025.The dynamic height is computed by dividing the NAVD 88
 LB0025.geopotential number by the normal gravity value computed on the
 LB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0025.degrees latitude (g = 980.6199 gals.).
 LB0025
 LB0025.The modeled gravity was interpolated from observed gravity values.
 LB0025
 LB0025;                    North         East    Units  Estimated Accuracy
 LB0025;SPC IN E     -   605,280.       32,290.      MT  (+/- 180 meters Scaled)
 LB0025
 LB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL449053(NAD 83)
 LB0025
 LB0025                          SUPERSEDED SURVEY CONTROL
 LB0025
 LB0025  NGVD 29 (??/??/92)  218.727  (m)          717.61   (f) ADJ UNCH    2 0
 LB0025
 LB0025.Superseded values are not recommended for survey control.
 LB0025
 LB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0025.See file dsdata.pdf to determine how the superseded data were derived.
 LB0025
 LB0025_MARKER: DB = BENCH MARK DISK
 LB0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0025_SP_SET: CULVERT HEADWALL
 LB0025_STAMPING: F 148 1946
 LB0025_MARK LOGO: CGS
 LB0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0025+STABILITY: SURFACE MOTION
 LB0025
 LB0025  HISTORY     - Date     Condition        Report By
 LB0025  HISTORY     - 1946     MONUMENTED       CGS
 LB0025  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB0025
 LB0025                          STATION DESCRIPTION
 LB0025
 LB0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0025'0.9 MI SW FROM CLYMERS.
 LB0025'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE
 LB0025'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD AT CLYMERS, AT THE
 LB0025'NORTHEAST CORNER OF LOGANS AIR PARK, (FORMERLY MILLION FIELD),
 LB0025'AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, SET IN THE
 LB0025'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 15-INCH
 LB0025'PIPE CULVERT UNDER THE GRAVEL ROAD, 51 FEET NORTHWEST OF THE
 LB0025'CENTER LINE OF THE HIGHWAY, 13.5 FEET SOUTH OF THE CENTER LINE
 LB0025'OF THE GRAVEL ROAD AND ABOUT LEVEL WITH THE INTERSECTION.  A
 LB0025'STANDARD DISK, STAMPED F 148 1946.
 LB0025
 LB0025                          STATION RECOVERY (2017)
 LB0025
 LB0025'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0025'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0759 ***********************************************************************
 ME0759  DESIGNATION -  F 149
 ME0759  PID         -  ME0759
 ME0759  STATE/COUNTY-  IN/LA PORTE
 ME0759  COUNTRY     -  US
 ME0759  USGS QUAD   -  WESTVILLE (2019)
 ME0759
 ME0759                         *CURRENT SURVEY CONTROL
 ME0759  ______________________________________________________________________
 ME0759* NAD 83(1986) POSITION- 41 31 06.57   (N) 086 53 39.04   (W)   HD_HELD1
 ME0759* NAVD 88 ORTHO HEIGHT -   241.116 (meters)      791.06  (feet) ADJUSTED
 ME0759  ______________________________________________________________________
 ME0759  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0759  DYNAMIC HEIGHT  -        241.021 (meters)      790.75  (feet) COMP
 ME0759  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 ME0759
 ME0759  VERT ORDER      -  SECOND    CLASS 0
 ME0759
 ME0759.The horizontal coordinates were determined by differentially corrected
 ME0759.hand held GPS observations or other comparable positioning techniques
 ME0759.and have an estimated accuracy of +/- 3 meters.
 ME0759
 ME0759.The orthometric height was determined by differential leveling and
 ME0759.adjusted by the NATIONAL GEODETIC SURVEY
 ME0759.in June 1991.
 ME0759
 ME0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0759.GEOID18 height accuracy estimate available here.
 ME0759
 ME0759.Click photographs - Photos may exist for this station.
 ME0759
 ME0759.The dynamic height is computed by dividing the NAVD 88
 ME0759.geopotential number by the normal gravity value computed on the
 ME0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0759.degrees latitude (g = 980.6199 gals.).
 ME0759
 ME0759.The modeled gravity was interpolated from observed gravity values.
 ME0759
 ME0759;                    North         East    Units  Estimated Accuracy
 ME0759;SPC IN W     -   696,156.7     915,788.7     MT  (+/- 3 meters HH1 GPS) 
 ME0759
 ME0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0882996322(NAD 83)
 ME0759
 ME0759                          SUPERSEDED SURVEY CONTROL
 ME0759
 ME0759  NGVD 29 (??/??/92)  241.206  (m)          791.36   (f) ADJ UNCH    2 0
 ME0759
 ME0759.Superseded values are not recommended for survey control.
 ME0759
 ME0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0759.See file dsdata.pdf to determine how the superseded data were derived.
 ME0759
 ME0759_MARKER: DB = BENCH MARK DISK
 ME0759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0759_SP_SET: CULVERT HEADWALL
 ME0759_STAMPING: F 149 1946
 ME0759_MARK LOGO: CGS
 ME0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0759+STABILITY: SURFACE MOTION
 ME0759
 ME0759  HISTORY     - Date     Condition        Report By
 ME0759  HISTORY     - 1946     MONUMENTED       CGS
 ME0759
 ME0759                          STATION DESCRIPTION
 ME0759
 ME0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0759'1.4 MI S FROM WESTVILLE.
 ME0759'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0759'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 0.6 MILE
 ME0759'NORTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE
 ME0759'JUNCTION OF STATE HIGHWAY 43, U.S. HIGHWAY 6 LEADING EAST, AND A
 ME0759'CROSS ROAD LEADING WEST, AT THE NORTH END OF A 15-INCH PIPE
 ME0759'CULVERT UNDER THE CROSS ROAD, IN THE TOP OF THE NORTH END OF THE
 ME0759'L-SHAPED HEAD WALL, 22 FEET WEST OF THE CENTER LINE OF ST. HWY.
 ME0759'43, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 ME0759'1/2 FOOT LOWER THAN THE ROAD.  A BRONZE DISK, STAMPED F 149
 ME0759'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0664 ***********************************************************************
 MD0664  DESIGNATION -  F 15
 MD0664  PID         -  MD0664
 MD0664  STATE/COUNTY-  IN/WHITLEY
 MD0664  COUNTRY     -  US
 MD0664  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0664
 MD0664                         *CURRENT SURVEY CONTROL
 MD0664  ______________________________________________________________________
 MD0664* NAD 83(1986) POSITION- 41 07 54.     (N) 085 23 46.     (W)   SCALED
 MD0664* NAVD 88 ORTHO HEIGHT -   259.168 (meters)      850.29  (feet) ADJUSTED
 MD0664  ______________________________________________________________________
 MD0664  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 MD0664  DYNAMIC HEIGHT  -        259.068 (meters)      849.96  (feet) COMP
 MD0664  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 MD0664
 MD0664  VERT ORDER      -  FIRST     CLASS II
 MD0664
 MD0664.The horizontal coordinates were scaled from a map and have
 MD0664.an estimated accuracy of +/- 6 seconds.
 MD0664
 MD0664.The orthometric height was determined by differential leveling and
 MD0664.adjusted by the NATIONAL GEODETIC SURVEY
 MD0664.in June 1991.
 MD0664
 MD0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0664.GEOID18 height accuracy estimate available here.
 MD0664
 MD0664.Click photographs - Photos may exist for this station.
 MD0664
 MD0664.The dynamic height is computed by dividing the NAVD 88
 MD0664.geopotential number by the normal gravity value computed on the
 MD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0664.degrees latitude (g = 980.6199 gals.).
 MD0664
 MD0664.The modeled gravity was interpolated from observed gravity values.
 MD0664
 MD0664;                    North         East    Units  Estimated Accuracy
 MD0664;SPC IN E     -   653,220.      122,720.      MT  (+/- 180 meters Scaled)
 MD0664
 MD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346546(NAD 83)
 MD0664
 MD0664                          SUPERSEDED SURVEY CONTROL
 MD0664
 MD0664  NGVD 29 (01/19/93)  259.322  (m)          850.79   (f) ADJUSTED    1 2
 MD0664  NGVD 29 (??/??/92)  259.321  (m)          850.79   (f) SUPERSEDED  1 2
 MD0664
 MD0664.Superseded values are not recommended for survey control.
 MD0664
 MD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0664.See file dsdata.pdf to determine how the superseded data were derived.
 MD0664
 MD0664_MARKER: DB = BENCH MARK DISK
 MD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0664_STAMPING: F 15 WHIT
 MD0664_MARK LOGO: INHD
 MD0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0664+STABILITY: SURFACE MOTION
 MD0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0664+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0664
 MD0664  HISTORY     - Date     Condition        Report By
 MD0664  HISTORY     - UNK      MONUMENTED       INHD
 MD0664  HISTORY     - 1968     GOOD             CGS
 MD0664  HISTORY     - 19921009 GOOD             NGS
 MD0664
 MD0664                          STATION DESCRIPTION
 MD0664
 MD0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0664'AT COESSE.
 MD0664'AT COESSE, ABOUT 0.2 MILE NORTH ALONG COUNTY ROAD 500 E FROM
 MD0664'THE PUBLIC SCHOOOL BUILDING, 134 FEET NORTHWEST OF THE CENTER
 MD0664'OF THE INTERSECTION OF THE WESTBOUND LANE OF U.S. HIGHWAY 30 AND
 MD0664'THE COUNTY ROAD, 81 FEET WEST OF THE CENTER LINE OF THE COUNTY
 MD0664'ROAD, 74 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 MD0664'THE HIGHWAY, 4 FEET SOUTHEAST OF A FENCE LINE, ABOUT LEVEL WITH
 MD0664'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0664'1.2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 20, T 31 N, R 10 E.
 MD0664
 MD0664                          STATION RECOVERY (1992)
 MD0664
 MD0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0664'8.6 KM (5.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0664'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, THENCE 0.5 KM (0.30 MI)
 MD0664'NORTHERLY ALONG SIMONSON STREET AND COUNTY ROAD 500 E, 24.8 M (81.4
 MD0664'FT) WEST OF THE ROAD CENTER, 22.6 M (74.1 FT) NORTH OF THE CENTERLINE
 MD0664'OF THE WESTBOUND LANES OF U.S. HIGHWAY 30, 1.7 M (5.6 FT) SOUTHEAST
 MD0664'OF A UTILITY POLE, 1.2 M (3.9 FT) EAST OF A FENCE, 0.6 M (2.0 FT)
 MD0664'ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 MD0664'AND THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0572 ***********************************************************************
 ME0572  DESIGNATION -  F 150
 ME0572  PID         -  ME0572
 ME0572  STATE/COUNTY-  IN/LA PORTE
 ME0572  COUNTRY     -  US
 ME0572  USGS QUAD   -  WANATAH (2019)
 ME0572
 ME0572                         *CURRENT SURVEY CONTROL
 ME0572  ______________________________________________________________________
 ME0572* NAD 83(1986) POSITION- 41 25 57.     (N) 086 55 14.     (W)   SCALED
 ME0572* NAVD 88 ORTHO HEIGHT -   224.067 (meters)      735.13  (feet) ADJUSTED
 ME0572  ______________________________________________________________________
 ME0572  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME0572  DYNAMIC HEIGHT  -        223.976 (meters)      734.83  (feet) COMP
 ME0572  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 ME0572
 ME0572  VERT ORDER      -  FIRST     CLASS I
 ME0572
 ME0572.The horizontal coordinates were scaled from a map and have
 ME0572.an estimated accuracy of +/- 6 seconds.
 ME0572
 ME0572.The orthometric height was determined by differential leveling and
 ME0572.adjusted by the NATIONAL GEODETIC SURVEY
 ME0572.in April 1995.
 ME0572
 ME0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0572.GEOID18 height accuracy estimate available here.
 ME0572
 ME0572.Click photographs - Photos may exist for this station.
 ME0572
 ME0572.The dynamic height is computed by dividing the NAVD 88
 ME0572.geopotential number by the normal gravity value computed on the
 ME0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0572.degrees latitude (g = 980.6199 gals.).
 ME0572
 ME0572.The modeled gravity was interpolated from observed gravity values.
 ME0572
 ME0572;                    North         East    Units  Estimated Accuracy
 ME0572;SPC IN W     -   686,600.      913,610.      MT  (+/- 180 meters Scaled)
 ME0572
 ME0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL066867(NAD 83)
 ME0572
 ME0572                          SUPERSEDED SURVEY CONTROL
 ME0572
 ME0572  NAVD 88 (06/15/91)  224.063  (m)          735.11   (f) SUPERSEDED  1 1
 ME0572  NGVD 29 (01/19/93)  224.160  (m)          735.43   (f) ADJUSTED    1 1
 ME0572  NGVD 29 (??/??/92)  224.160  (m)          735.43   (f) SUPERSEDED  1 1
 ME0572
 ME0572.Superseded values are not recommended for survey control.
 ME0572
 ME0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0572.See file dsdata.pdf to determine how the superseded data were derived.
 ME0572
 ME0572_MARKER: DB = BENCH MARK DISK
 ME0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0572_STAMPING: F 150 1946
 ME0572_MARK LOGO: CGS
 ME0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0572+STABILITY: SURFACE MOTION
 ME0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0572+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0572
 ME0572  HISTORY     - Date     Condition        Report By
 ME0572  HISTORY     - 1946     MONUMENTED       CGS
 ME0572  HISTORY     - 1968     GOOD             CGS
 ME0572  HISTORY     - 19920907 GOOD             NGS
 ME0572
 ME0572                          STATION DESCRIPTION
 ME0572
 ME0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0572'1.6 MI W FROM WANATAH.
 ME0572'ABOUT 1.55 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0572'U.S. HIGHWAY 421 OVERPASS AT WANATAH, 0.5 MILE EAST OF THE
 ME0572'LA PORTE-PORTER COUNTY LINE AND THE SACRED HEART CEMETERY, 46
 ME0572'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 38 FEET NORTH
 ME0572'OF MILEPOST 416, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 ME0572'2 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 ME0572'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 ME0572'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 6, T 34N, R 4 W.
 ME0572
 ME0572                          STATION RECOVERY (1992)
 ME0572
 ME0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0572'2.5 KM (1.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0572'OF U.S. HIGHWAY 421 IN WANATAH, 22.3 M (73.2 FT) NORTH OF MILEPOST
 ME0572'416, 17.9 M (58.7 FT) NORTH OF THE NEAR RAIL, 0.8 M (2.6 FT) BELOW
 ME0572'THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M
 ME0572'(1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ME0572'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1086 ***********************************************************************
 ME1086  DESIGNATION -  F 151
 ME1086  PID         -  ME1086
 ME1086  STATE/COUNTY-  IN/PORTER
 ME1086  COUNTRY     -  US
 ME1086  USGS QUAD   -  CHESTERTON (2019)
 ME1086
 ME1086                         *CURRENT SURVEY CONTROL
 ME1086  ______________________________________________________________________
 ME1086* NAD 83(1986) POSITION- 41 36 05.66   (N) 087 02 59.09   (W)   HD_HELD1
 ME1086* NAVD 88 ORTHO HEIGHT -   197.025 (meters)      646.41  (feet) ADJUSTED
 ME1086  ______________________________________________________________________
 ME1086  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME1086  DYNAMIC HEIGHT  -        196.952 (meters)      646.17  (feet) COMP
 ME1086  MODELED GRAVITY -    980,247.2   (mgal)                       NAVD 88
 ME1086
 ME1086  VERT ORDER      -  SECOND    CLASS 0
 ME1086
 ME1086.The horizontal coordinates were determined by differentially corrected
 ME1086.hand held GPS observations or other comparable positioning techniques
 ME1086.and have an estimated accuracy of +/- 3 meters.
 ME1086
 ME1086.The orthometric height was determined by differential leveling and
 ME1086.adjusted by the NATIONAL GEODETIC SURVEY
 ME1086.in June 1991.
 ME1086
 ME1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1086.GEOID18 height accuracy estimate available here.
 ME1086
 ME1086.Click photographs - Photos may exist for this station.
 ME1086
 ME1086.The dynamic height is computed by dividing the NAVD 88
 ME1086.geopotential number by the normal gravity value computed on the
 ME1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1086.degrees latitude (g = 980.6199 gals.).
 ME1086
 ME1086.The modeled gravity was interpolated from observed gravity values.
 ME1086
 ME1086;                    North         East    Units  Estimated Accuracy
 ME1086;SPC IN W     -   705,367.0     902,799.8     MT  (+/- 3 meters HH1 GPS) 
 ME1086
 ME1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9585405541(NAD 83)
 ME1086
 ME1086                          SUPERSEDED SURVEY CONTROL
 ME1086
 ME1086  NGVD 29 (??/??/92)  197.119  (m)          646.71   (f) ADJ UNCH    2 0
 ME1086
 ME1086.Superseded values are not recommended for survey control.
 ME1086
 ME1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1086.See file dsdata.pdf to determine how the superseded data were derived.
 ME1086
 ME1086_MARKER: DB = BENCH MARK DISK
 ME1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1086_STAMPING: F 151 1946
 ME1086_MARK LOGO: CGS
 ME1086_PROJECTION: FLUSH
 ME1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1086+STABILITY: SURFACE MOTION
 ME1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1086+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2024
 ME1086
 ME1086  HISTORY     - Date     Condition        Report By
 ME1086  HISTORY     - 1946     MONUMENTED       CGS
 ME1086  HISTORY     - 1987     GOOD             LOCSUR
 ME1086  HISTORY     - 20050214 GOOD             LFA
 ME1086  HISTORY     - 20140404 GOOD             INDIV
 ME1086  HISTORY     - 20220311 GOOD             IN-127
 ME1086  HISTORY     - 20240303 GOOD             USPSQD
 ME1086
 ME1086                          STATION DESCRIPTION
 ME1086
 ME1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1086'AT CHESTERTON.
 ME1086'AT CHESTERTON, PORTER COUNTY, ABOUT 0.65 MILE SOUTHEAST ALONG
 ME1086'STATE HIGHWAY 49 FROM THE CITY HALL, AT THE NORTHWEST CORNER OF
 ME1086'ST. PATRICKS CEMETERY, 23 FEET EAST OF THE CENTER LINE OF THE
 ME1086'HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE NORTH DRIVEWAY
 ME1086'INTO THE CEMETERY, 2.5 FEET SOUTH OF THE MASONRY STONE POST AT
 ME1086'THE NORTH END OF THE CEMETERY FENCE, 1.0 FEET WEST OF THE IRON
 ME1086'FENCE, 2.0 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ME1086'LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED F 151 1946 AND
 ME1086'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 ME1086'GROUND.
 ME1086
 ME1086                          STATION RECOVERY (1987)
 ME1086
 ME1086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (KRM)
 ME1086'RECOVERED IN GOOD CONDITION.
 ME1086
 ME1086                          STATION RECOVERY (2005)
 ME1086
 ME1086'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2005 (SST)
 ME1086'FOUND IN GOOD CONDITION, FLUSH WITH GROUND.
 ME1086
 ME1086                          STATION RECOVERY (2014)
 ME1086
 ME1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DGI)
 ME1086'RECOVERED IN GOOD CONDITION.
 ME1086
 ME1086                          STATION RECOVERY (2022)
 ME1086
 ME1086'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1086'FROM THE INTERSECTION OF OLD STATE HIGHWAY 49 NOW CALUMET AVE. AND
 ME1086'BROADWAY IN DOWNTOWN CHESTERTON, GO SOUTH ON CALUMET AVE. FOR ABOUT
 ME1086'0.65 MILE TO THE NW CORNER OF ST. PATRICKS CEMETERY AND STATION IS ON
 ME1086'THE LEFT, 22.7 FEET EAST OF THE CENTERLINE OF ROAD, 1.3 FOOT NORTH OF
 ME1086'WHITE WITNESS SIGN ON UTILITY POLE 239-331, 1.9 FOOT SOUTH OF MASONRY
 ME1086'POST AT NORTH END OF CEMETERY FENCE, 1.7 FEET WEST OF ALUMINUM FENCE.
 ME1086
 ME1086                          STATION RECOVERY (2024)
 ME1086
 ME1086'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0784 ***********************************************************************
 ME0784  DESIGNATION -  F 153
 ME0784  PID         -  ME0784
 ME0784  STATE/COUNTY-  IN/LA PORTE
 ME0784  COUNTRY     -  US
 ME0784  USGS QUAD   -  LAPORTE EAST (2019)
 ME0784
 ME0784                         *CURRENT SURVEY CONTROL
 ME0784  ______________________________________________________________________
 ME0784* NAD 83(1986) POSITION- 41 34 30.     (N) 086 43 48.     (W)   SCALED
 ME0784* NAVD 88 ORTHO HEIGHT -   245.524 (meters)      805.52  (feet) ADJUSTED
 ME0784  ______________________________________________________________________
 ME0784  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME0784  DYNAMIC HEIGHT  -        245.428 (meters)      805.21  (feet) COMP
 ME0784  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME0784
 ME0784  VERT ORDER      -  SECOND    CLASS 0
 ME0784
 ME0784.This mark is at La Porte Airport (3LP)
 ME0784
 ME0784.The horizontal coordinates were scaled from a map and have
 ME0784.an estimated accuracy of +/- 6 seconds.
 ME0784
 ME0784.The orthometric height was determined by differential leveling and
 ME0784.adjusted by the NATIONAL GEODETIC SURVEY
 ME0784.in June 1991.
 ME0784
 ME0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0784.GEOID18 height accuracy estimate available here.
 ME0784
 ME0784.Click photographs - Photos may exist for this station.
 ME0784
 ME0784.The dynamic height is computed by dividing the NAVD 88
 ME0784.geopotential number by the normal gravity value computed on the
 ME0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0784.degrees latitude (g = 980.6199 gals.).
 ME0784
 ME0784.The modeled gravity was interpolated from observed gravity values.
 ME0784
 ME0784;                    North         East    Units  Estimated Accuracy
 ME0784;SPC IN W     -   702,480.      929,470.      MT  (+/- 180 meters Scaled)
 ME0784
 ME0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225026(NAD 83)
 ME0784
 ME0784                          SUPERSEDED SURVEY CONTROL
 ME0784
 ME0784  NGVD 29 (??/??/92)  245.623  (m)          805.85   (f) ADJ UNCH    2 0
 ME0784
 ME0784.Superseded values are not recommended for survey control.
 ME0784
 ME0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0784.See file dsdata.pdf to determine how the superseded data were derived.
 ME0784
 ME0784_MARKER: DB = BENCH MARK DISK
 ME0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0784_SP_SET: BUILDING
 ME0784_STAMPING: F 153 1946
 ME0784_MARK LOGO: CGS
 ME0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0784
 ME0784  HISTORY     - Date     Condition        Report By
 ME0784  HISTORY     - 1946     MONUMENTED       CGS
 ME0784  HISTORY     - 20130322 MARK NOT FOUND   INDOT
 ME0784
 ME0784                          STATION DESCRIPTION
 ME0784
 ME0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0784'2.1 MI S FROM LA PORTE.
 ME0784'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0784'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, THENCE ABOUT 1.7 MILES
 ME0784'SOUTH ALONG FIRST STREET, AT LA PORTE CITY AIRPORT, IN THE WEST
 ME0784'CEMENT BLOCK WALL OF THE OFFICE BUILDING, 1.5 FEET NORTH OF THE
 ME0784'SOUTHWEST CORNER, AND 2.7 FEET ABOVE GROUND.  A BRONZE DISK,
 ME0784'STAMPED F 153 1946 AND SET VERTICALLY.
 ME0784
 ME0784                          STATION RECOVERY (2013)
 ME0784
 ME0784'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0784'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0794 ***********************************************************************
 ME0794  DESIGNATION -  F 154
 ME0794  PID         -  ME0794
 ME0794  STATE/COUNTY-  IN/LA PORTE
 ME0794  COUNTRY     -  US
 ME0794  USGS QUAD   -  LAPORTE EAST (2019)
 ME0794
 ME0794                         *CURRENT SURVEY CONTROL
 ME0794  ______________________________________________________________________
 ME0794* NAD 83(1986) POSITION- 41 30 23.     (N) 086 37 38.     (W)   SCALED
 ME0794* NAVD 88 ORTHO HEIGHT -   220.033 (meters)      721.89  (feet) ADJUSTED
 ME0794  ______________________________________________________________________
 ME0794  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0794  DYNAMIC HEIGHT  -        219.946 (meters)      721.61  (feet) COMP
 ME0794  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 ME0794
 ME0794  VERT ORDER      -  SECOND    CLASS 0
 ME0794
 ME0794.The horizontal coordinates were scaled from a map and have
 ME0794.an estimated accuracy of +/- 6 seconds.
 ME0794
 ME0794.The orthometric height was determined by differential leveling and
 ME0794.adjusted by the NATIONAL GEODETIC SURVEY
 ME0794.in June 1991.
 ME0794
 ME0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0794.GEOID18 height accuracy estimate available here.
 ME0794
 ME0794.Click photographs - Photos may exist for this station.
 ME0794
 ME0794.The dynamic height is computed by dividing the NAVD 88
 ME0794.geopotential number by the normal gravity value computed on the
 ME0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0794.degrees latitude (g = 980.6199 gals.).
 ME0794
 ME0794.The modeled gravity was interpolated from observed gravity values.
 ME0794
 ME0794;                    North         East    Units  Estimated Accuracy
 ME0794;SPC IN W     -   694,900.      938,080.      MT  (+/- 180 meters Scaled)
 ME0794
 ME0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL311950(NAD 83)
 ME0794
 ME0794                          SUPERSEDED SURVEY CONTROL
 ME0794
 ME0794  NGVD 29 (??/??/92)  220.142  (m)          722.25   (f) ADJ UNCH    2 0
 ME0794
 ME0794.Superseded values are not recommended for survey control.
 ME0794
 ME0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0794.See file dsdata.pdf to determine how the superseded data were derived.
 ME0794
 ME0794_MARKER: DB = BENCH MARK DISK
 ME0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0794_STAMPING: F 154 1946
 ME0794_MARK LOGO: CGS
 ME0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0794+STABILITY: SURFACE MOTION
 ME0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0794+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 ME0794
 ME0794  HISTORY     - Date     Condition        Report By
 ME0794  HISTORY     - 1946     MONUMENTED       CGS
 ME0794  HISTORY     - 20170411 GOOD             INDOT
 ME0794
 ME0794                          STATION DESCRIPTION
 ME0794
 ME0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0794'4 MI SW FROM STILLWELL.
 ME0794'ABOUT 4.0 MILES SOUTHWEST ALONG COUNTY ROADS FROM THE GRAND TRUNK
 ME0794'WESTERN RAILROAD STATION AT STILLWELL, IN THE KINGSBURY ORDNANCE
 ME0794'PLANT GROUNDS, 0.9 MILE SOUTH OF THE JUNCTION OF HUPP ROAD AND
 ME0794'FIFTH ROAD, 0.25 MILE NORTH OF THE JUNCTION OF FIFTH ROAD AND
 ME0794'CENTRAL ROAD, 57 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING
 ME0794'5/1/28, 35 FEET EAST OF THE CENTER LINE OF FIFTH ROAD, 8 FEET
 ME0794'NORTHWEST OF A GATE POST, 16 FEET SOUTHEAST OF POWER POLE B/55,
 ME0794'20 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 1.5 FEET WEST
 ME0794'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 ME0794'AND ABOUT LEVEL WITH THE ROAD.  A BRONZE DISK SET IN THE TOP
 ME0794'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0794
 ME0794                          STATION RECOVERY (2017)
 ME0794
 ME0794'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0878 ***********************************************************************
 ME0878  DESIGNATION -  F 155
 ME0878  PID         -  ME0878
 ME0878  STATE/COUNTY-  IN/ST JOSEPH
 ME0878  COUNTRY     -  US
 ME0878  USGS QUAD   -  NEW CARLISLE (2019)
 ME0878
 ME0878                         *CURRENT SURVEY CONTROL
 ME0878  ______________________________________________________________________
 ME0878* NAD 83(1986) POSITION- 41 41 30.     (N) 086 30 21.     (W)   SCALED
 ME0878* NAVD 88 ORTHO HEIGHT -   231.063 (meters)      758.08  (feet) ADJUSTED
 ME0878  ______________________________________________________________________
 ME0878  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME0878  DYNAMIC HEIGHT  -        230.974 (meters)      757.79  (feet) COMP
 ME0878  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 ME0878
 ME0878  VERT ORDER      -  SECOND    CLASS 0
 ME0878
 ME0878.The horizontal coordinates were scaled from a map and have
 ME0878.an estimated accuracy of +/- 6 seconds.
 ME0878
 ME0878.The orthometric height was determined by differential leveling and
 ME0878.adjusted by the NATIONAL GEODETIC SURVEY
 ME0878.in June 1991.
 ME0878
 ME0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0878.GEOID18 height accuracy estimate available here.
 ME0878
 ME0878.Click photographs - Photos may exist for this station.
 ME0878
 ME0878.The dynamic height is computed by dividing the NAVD 88
 ME0878.geopotential number by the normal gravity value computed on the
 ME0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0878.degrees latitude (g = 980.6199 gals.).
 ME0878
 ME0878.The modeled gravity was interpolated from observed gravity values.
 ME0878
 ME0878;                    North         East    Units  Estimated Accuracy
 ME0878;SPC IN E     -   715,710.       30,140.      MT  (+/- 180 meters Scaled)
 ME0878
 ME0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM411156(NAD 83)
 ME0878
 ME0878                          SUPERSEDED SURVEY CONTROL
 ME0878
 ME0878  NGVD 29 (??/??/92)  231.165  (m)          758.41   (f) ADJ UNCH    2 0
 ME0878
 ME0878.Superseded values are not recommended for survey control.
 ME0878
 ME0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0878.See file dsdata.pdf to determine how the superseded data were derived.
 ME0878
 ME0878_MARKER: DB = BENCH MARK DISK
 ME0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0878_STAMPING: F 155 1946
 ME0878_MARK LOGO: CGS
 ME0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0878+STABILITY: SURFACE MOTION
 ME0878
 ME0878  HISTORY     - Date     Condition        Report By
 ME0878  HISTORY     - 1946     MONUMENTED       CGS
 ME0878  HISTORY     - 20220105 MARK NOT FOUND   INDOT
 ME0878
 ME0878                          STATION DESCRIPTION
 ME0878
 ME0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0878'1 MI S FROM NEW CARLISLE.
 ME0878'ABOUT 1.0 MILE SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0878'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, 0.35 MILE NORTH OF THE EARLY
 ME0878'ROAD CROSSING, AT FRANK VIDAS FARM, 98 FEET WEST OF THE NORTHWEST
 ME0878'CORNER OF THE FARM HOUSE, 22.5 FEET EAST OF THE CENTER LINE OF
 ME0878'THE TIMOTHY ROAD, 12 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 ME0878'WAY TO THE HOUSE, 3.5 FEET SOUTH OF A GATE POST, 1 FOOT WEST
 ME0878'OF THE FENCE LINE, 1.5 FOOT NORTH OF A WHITE WOODEN WITNESS
 ME0878'POST, ABOUT 1 FOOT BELOW THE ROAD, AND SET IN THE TOP OF A
 ME0878'CONCRETE POST PROJECTING 6 INCHES.
 ME0878
 ME0878                          STATION RECOVERY (2022)
 ME0878
 ME0878'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0878'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1389 ***********************************************************************
 ME1389  DESIGNATION -  F 156
 ME1389  PID         -  ME1389
 ME1389  STATE/COUNTY-  IN/JASPER
 ME1389  COUNTRY     -  US
 ME1389  USGS QUAD   -  WHEATFIELD (2019)
 ME1389
 ME1389                         *CURRENT SURVEY CONTROL
 ME1389  ______________________________________________________________________
 ME1389* NAD 83(1986) POSITION- 41 09 30.     (N) 087 02 44.     (W)   SCALED
 ME1389* NAVD 88 ORTHO HEIGHT -   206.791 (meters)      678.45  (feet) ADJUSTED
 ME1389  ______________________________________________________________________
 ME1389  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME1389  DYNAMIC HEIGHT  -        206.703 (meters)      678.16  (feet) COMP
 ME1389  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 ME1389
 ME1389  VERT ORDER      -  SECOND    CLASS 0
 ME1389
 ME1389.The horizontal coordinates were scaled from a map and have
 ME1389.an estimated accuracy of +/- 6 seconds.
 ME1389
 ME1389.The orthometric height was determined by differential leveling and
 ME1389.adjusted by the NATIONAL GEODETIC SURVEY
 ME1389.in June 1991.
 ME1389
 ME1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1389.GEOID18 height accuracy estimate available here.
 ME1389
 ME1389.Click photographs - Photos may exist for this station.
 ME1389
 ME1389.The dynamic height is computed by dividing the NAVD 88
 ME1389.geopotential number by the normal gravity value computed on the
 ME1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1389.degrees latitude (g = 980.6199 gals.).
 ME1389
 ME1389.The modeled gravity was interpolated from observed gravity values.
 ME1389
 ME1389;                    North         East    Units  Estimated Accuracy
 ME1389;SPC IN W     -   656,140.      903,170.      MT  (+/- 180 meters Scaled)
 ME1389
 ME1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961563(NAD 83)
 ME1389
 ME1389                          SUPERSEDED SURVEY CONTROL
 ME1389
 ME1389  NGVD 29 (??/??/92)  206.885  (m)          678.76   (f) ADJ UNCH    2 0
 ME1389
 ME1389.Superseded values are not recommended for survey control.
 ME1389
 ME1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1389.See file dsdata.pdf to determine how the superseded data were derived.
 ME1389
 ME1389_MARKER: DB = BENCH MARK DISK
 ME1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1389_STAMPING: F 156 1946
 ME1389_MARK LOGO: CGS
 ME1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1389+STABILITY: SURFACE MOTION
 ME1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1389+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1389
 ME1389  HISTORY     - Date     Condition        Report By
 ME1389  HISTORY     - 1946     MONUMENTED       CGS
 ME1389  HISTORY     - 1968     GOOD             CGS
 ME1389  HISTORY     - 20120327 GOOD             IN-073
 ME1389
 ME1389                          STATION DESCRIPTION
 ME1389
 ME1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1389'3 MI S FROM WHEATFIELD.
 ME1389'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1389'CENTRAL RAILROAD STATION AT WHEATFIELD, IN THE NORTHWEST QUARTER
 ME1389'OF A CROSS ROAD, ABOUT 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ME1389'OF A STONE FARM HOUSE, 6 FEET SOUTHEAST OF A LONE POPLAR TREE
 ME1389'IN THE SOUTHEAST CORNER OF THE YARD, 20 FEET NORTH OF THE CENTER
 ME1389'LINE OF THE ROAD LEADING WEST, 59 FEET WEST OF THE CENTER LINE
 ME1389'OF THE HIGHWAY, 1.5 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 ME1389'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME1389'POST PROJECTING ABOUT 3 INCHES.  MARK IS 9 FEET W OF A TELEPHONE
 ME1389'POLE AND 1 FOOT W OF A METAL WITNESS POST.  NOTE-- POPLAR TREE
 ME1389'HAS BEEN CUT DOWN.
 ME1389
 ME1389                          STATION RECOVERY (1968)
 ME1389
 ME1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1389'RECOVERED IN GOOD CONDITION.
 ME1389
 ME1389                          STATION RECOVERY (2012)
 ME1389
 ME1389'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1316 ***********************************************************************
 LB1316  DESIGNATION -  F 157
 LB1316  PID         -  LB1316
 LB1316  STATE/COUNTY-  IN/NEWTON
 LB1316  COUNTRY     -  US
 LB1316  USGS QUAD   -  MOUNT AYR (2019)
 LB1316
 LB1316                         *CURRENT SURVEY CONTROL
 LB1316  ______________________________________________________________________
 LB1316* NAD 83(1986) POSITION- 40 59 28.45   (N) 087 16 51.88   (W)   HD_HELD1
 LB1316* NAVD 88 ORTHO HEIGHT -   211.103 (meters)      692.59  (feet) ADJUSTED
 LB1316  ______________________________________________________________________
 LB1316  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 LB1316  DYNAMIC HEIGHT  -        211.012 (meters)      692.30  (feet) COMP
 LB1316  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 LB1316
 LB1316  VERT ORDER      -  SECOND    CLASS 0
 LB1316
 LB1316.The horizontal coordinates were determined by differentially corrected
 LB1316.hand held GPS observations or other comparable positioning techniques
 LB1316.and have an estimated accuracy of +/- 3 meters.
 LB1316
 LB1316.The orthometric height was determined by differential leveling and
 LB1316.adjusted by the NATIONAL GEODETIC SURVEY
 LB1316.in June 1991.
 LB1316
 LB1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1316.GEOID18 height accuracy estimate available here.
 LB1316
 LB1316.Click photographs - Photos may exist for this station.
 LB1316
 LB1316.The dynamic height is computed by dividing the NAVD 88
 LB1316.geopotential number by the normal gravity value computed on the
 LB1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1316.degrees latitude (g = 980.6199 gals.).
 LB1316
 LB1316.The modeled gravity was interpolated from observed gravity values.
 LB1316
 LB1316;                    North         East    Units  Estimated Accuracy
 LB1316;SPC IN W     -   637,603.8     883,361.1     MT  (+/- 3 meters HH1 GPS) 
 LB1316
 LB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7635737822(NAD 83)
 LB1316
 LB1316                          SUPERSEDED SURVEY CONTROL
 LB1316
 LB1316  NGVD 29 (??/??/92)  211.184  (m)          692.86   (f) ADJ UNCH    2 0
 LB1316
 LB1316.Superseded values are not recommended for survey control.
 LB1316
 LB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1316.See file dsdata.pdf to determine how the superseded data were derived.
 LB1316
 LB1316_MARKER: DB = BENCH MARK DISK
 LB1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1316_STAMPING: F 157 1946
 LB1316_MARK LOGO: CGS
 LB1316_PROJECTION: FLUSH
 LB1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1316+STABILITY: SURFACE MOTION
 LB1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1316+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2018
 LB1316
 LB1316  HISTORY     - Date     Condition        Report By
 LB1316  HISTORY     - 1946     MONUMENTED       CGS
 LB1316  HISTORY     - 20061219 GOOD             BFSINC
 LB1316  HISTORY     - 20180313 GOOD             IN-089
 LB1316
 LB1316                          STATION DESCRIPTION
 LB1316
 LB1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1316'3.5 MI N FROM MT AYR.
 LB1316'ABOUT 2.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL BUILDING
 LB1316'AT MT. AYR, THENCE 0.5 MILE EAST AND 0.5 MILE NORTH ALONG GRAVEL
 LB1316'ROADS, AT THE JUNCTION WITH A PRIVATE ROAD LEADING WEST TO A FARM
 LB1316'HOUSE, 37 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 LB1316'19 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 23 FEET SOUTH
 LB1316'OF A FENCE CORNER, 3.5 FEET NORTH OF A POWER LINE POLE, SET IN
 LB1316'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL
 LB1316'WITH THE ROAD.  THIS MARK MAY BE REACHED FROM PARR, A SMALL
 LB1316'VILLAGE ON STATE HIGHWAY 14, BY GOING WEST ALONG HIGHWAY 14
 LB1316'AND ABOUT 4.5 MILES FROM THE POST OFFICE, THENCE 1.0 MILE SOUTH
 LB1316'ALONG A DIRT ROAD, THENCE EAST 0.25 MILE AND SOUTH 0.5 MILE ALONG
 LB1316'GRAVEL ROADS.
 LB1316
 LB1316                          STATION RECOVERY (2006)
 LB1316
 LB1316'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1316'RECOVERED IN GOOD CONDITION.
 LB1316
 LB1316                          STATION RECOVERY (2018)
 LB1316
 LB1316'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 LB1316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1219 ***********************************************************************
 MD1219  DESIGNATION -  F 158
 MD1219  PID         -  MD1219
 MD1219  STATE/COUNTY-  IN/KOSCIUSKO
 MD1219  COUNTRY     -  US
 MD1219  USGS QUAD   -  LEESBURG (2019)
 MD1219
 MD1219                         *CURRENT SURVEY CONTROL
 MD1219  ______________________________________________________________________
 MD1219* NAD 83(1986) POSITION- 41 19 25.     (N) 085 48 19.     (W)   SCALED
 MD1219* NAVD 88 ORTHO HEIGHT -   267.018 (meters)      876.04  (feet) ADJUSTED
 MD1219  ______________________________________________________________________
 MD1219  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 MD1219  DYNAMIC HEIGHT  -        266.908 (meters)      875.68  (feet) COMP
 MD1219  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MD1219
 MD1219  VERT ORDER      -  SECOND    CLASS 0
 MD1219
 MD1219.The horizontal coordinates were scaled from a map and have
 MD1219.an estimated accuracy of +/- 6 seconds.
 MD1219
 MD1219.The orthometric height was determined by differential leveling and
 MD1219.adjusted by the NATIONAL GEODETIC SURVEY
 MD1219.in June 1991.
 MD1219
 MD1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1219.GEOID18 height accuracy estimate available here.
 MD1219
 MD1219.Click photographs - Photos may exist for this station.
 MD1219
 MD1219.The dynamic height is computed by dividing the NAVD 88
 MD1219.geopotential number by the normal gravity value computed on the
 MD1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1219.degrees latitude (g = 980.6199 gals.).
 MD1219
 MD1219.The modeled gravity was interpolated from observed gravity values.
 MD1219
 MD1219;                    North         East    Units  Estimated Accuracy
 MD1219;SPC IN E     -   674,510.       88,400.      MT  (+/- 180 meters Scaled)
 MD1219
 MD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL999753(NAD 83)
 MD1219
 MD1219                          SUPERSEDED SURVEY CONTROL
 MD1219
 MD1219  NGVD 29 (??/??/92)  267.148  (m)          876.47   (f) ADJ UNCH    2 0
 MD1219
 MD1219.Superseded values are not recommended for survey control.
 MD1219
 MD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1219.See file dsdata.pdf to determine how the superseded data were derived.
 MD1219
 MD1219_MARKER: DB = BENCH MARK DISK
 MD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1219_STAMPING: F 158 1946
 MD1219_MARK LOGO: CGS
 MD1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1219+STABILITY: SURFACE MOTION
 MD1219
 MD1219  HISTORY     - Date     Condition        Report By
 MD1219  HISTORY     - 1946     MONUMENTED       CGS
 MD1219  HISTORY     - 1990     GOOD             USPSQD
 MD1219  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1219  HISTORY     - 19970619 GOOD             USPSQD
 MD1219
 MD1219                          STATION DESCRIPTION
 MD1219
 MD1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1219'2.4 MI SE FROM LEESBURG.
 MD1219'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE NEW YORK CENTRAL
 MD1219'RAILROAD STATION AT LEESBURG, THENCE ABOUT 2.0 MILES EAST ALONG
 MD1219'A PAVED ROAD LEADING TO OSWEGO, ABOUT 0.8 MILE WEST OF THE STEEL
 MD1219'BRIDGE ACROSS THE TIPPECANOE RIVER AT OSWEGO, AT A CROSS ROAD,
 MD1219'51 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 71 FEET
 MD1219'SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE NO. 609-976,
 MD1219'28.5 FEET SOUTH OF A RAILROAD RAIL FENCE CORNER POST, 17 FEET
 MD1219'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT WEST OF A
 MD1219'FENCE LINE, ABOUT LEVEL WITH THE ROAD LEADING SOUTH, AND SET IN
 MD1219'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1219
 MD1219                          STATION RECOVERY (1990)
 MD1219
 MD1219'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1219'RECOVERED IN GOOD CONDITION.
 MD1219
 MD1219                          STATION RECOVERY (1993)
 MD1219
 MD1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1219'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1219
 MD1219                          STATION RECOVERY (1997)
 MD1219
 MD1219'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1062 ***********************************************************************
 MD1062  DESIGNATION -  F 159
 MD1062  PID         -  MD1062
 MD1062  STATE/COUNTY-  IN/KOSCIUSKO
 MD1062  COUNTRY     -  US
 MD1062  USGS QUAD   -  MILFORD (2019)
 MD1062
 MD1062                         *CURRENT SURVEY CONTROL
 MD1062  ______________________________________________________________________
 MD1062* NAD 83(1986) POSITION- 41 25 45.     (N) 085 50 43.     (W)   SCALED
 MD1062* NAVD 88 ORTHO HEIGHT -   255.461 (meters)      838.13  (feet) ADJUSTED
 MD1062  ______________________________________________________________________
 MD1062  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 MD1062  DYNAMIC HEIGHT  -        255.362 (meters)      837.80  (feet) COMP
 MD1062  MODELED GRAVITY -    980,228.8   (mgal)                       NAVD 88
 MD1062
 MD1062  VERT ORDER      -  FIRST     CLASS II
 MD1062
 MD1062.The horizontal coordinates were scaled from a map and have
 MD1062.an estimated accuracy of +/- 6 seconds.
 MD1062
 MD1062.The orthometric height was determined by differential leveling and
 MD1062.adjusted by the NATIONAL GEODETIC SURVEY
 MD1062.in June 1991.
 MD1062
 MD1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1062.GEOID18 height accuracy estimate available here.
 MD1062
 MD1062.Click photographs - Photos may exist for this station.
 MD1062
 MD1062.The dynamic height is computed by dividing the NAVD 88
 MD1062.geopotential number by the normal gravity value computed on the
 MD1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1062.degrees latitude (g = 980.6199 gals.).
 MD1062
 MD1062.The modeled gravity was interpolated from observed gravity values.
 MD1062
 MD1062;                    North         East    Units  Estimated Accuracy
 MD1062;SPC IN E     -   686,230.       85,070.      MT  (+/- 180 meters Scaled)
 MD1062
 MD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL964870(NAD 83)
 MD1062
 MD1062                          SUPERSEDED SURVEY CONTROL
 MD1062
 MD1062  NGVD 29 (??/??/92)  255.595  (m)          838.56   (f) ADJ UNCH    1 2
 MD1062
 MD1062.Superseded values are not recommended for survey control.
 MD1062
 MD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1062.See file dsdata.pdf to determine how the superseded data were derived.
 MD1062
 MD1062_MARKER: DB = BENCH MARK DISK
 MD1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1062_SP_SET: TOWER
 MD1062_STAMPING: F 159 1946
 MD1062_MARK LOGO: CGS
 MD1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1062
 MD1062  HISTORY     - Date     Condition        Report By
 MD1062  HISTORY     - 1946     MONUMENTED       CGS
 MD1062  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 MD1062
 MD1062                          STATION DESCRIPTION
 MD1062
 MD1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1062'1.2 MI N FROM MILFORD.
 MD1062'1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1062'STATION AT MILFORD, AT MILFORD JUNCTION, SET VERTICALLY IN THE
 MD1062'EAST WALL AT THE SOUTHEAST CORNER OF THE TELEGRAPH AND SWITCH
 MD1062'TOWER, 0.9 FOOT NORTH OF THE SOUTHEAST CORNER, 4.1 FEET ABOVE
 MD1062'THE GROUND, 17 FEET WEST OF THE WEST RAIL OF THE NEW YORK
 MD1062'CENTRAL RAILROAD, 14 FEET NORTH OF THE NORTH RAIL OF THE BALTIMORE
 MD1062'AND OHIO RAILROAD, AND SET VERTICALLY IN A DRILL HOLE.
 MD1062
 MD1062                          STATION RECOVERY (1977)
 MD1062
 MD1062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 MD1062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1063 ***********************************************************************
 MD1063  DESIGNATION -  F 159 RESET
 MD1063  PID         -  MD1063
 MD1063  STATE/COUNTY-  IN/KOSCIUSKO
 MD1063  COUNTRY     -  US
 MD1063  USGS QUAD   -  MILFORD (2019)
 MD1063
 MD1063                         *CURRENT SURVEY CONTROL
 MD1063  ______________________________________________________________________
 MD1063* NAD 83(1986) POSITION- 41 25 44.     (N) 085 50 52.     (W)   SCALED
 MD1063* NAVD 88 ORTHO HEIGHT -   255.53  (meters)      838.4   (feet) RESET
 MD1063  ______________________________________________________________________
 MD1063  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 MD1063  VERT ORDER      -  THIRD
 MD1063
 MD1063.The horizontal coordinates were scaled from a map and have
 MD1063.an estimated accuracy of +/- 6 seconds.
 MD1063
 MD1063.The orthometric height was computed from unverified reset data.
 MD1063
 MD1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1063.GEOID18 height accuracy estimate available here.
 MD1063
 MD1063.Click photographs - Photos may exist for this station.
 MD1063
 MD1063;                    North         East    Units  Estimated Accuracy
 MD1063;SPC IN E     -   686,200.       84,860.      MT  (+/- 180 meters Scaled)
 MD1063
 MD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962870(NAD 83)
 MD1063
 MD1063                          SUPERSEDED SURVEY CONTROL
 MD1063
 MD1063.No superseded survey control is available for this station.
 MD1063
 MD1063_MARKER: DB = BENCH MARK DISK
 MD1063_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1063_SP_SET: PIER
 MD1063_STAMPING: F 159 RESET 1964
 MD1063_MARK LOGO: CGS
 MD1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1063+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 MD1063
 MD1063  HISTORY     - Date     Condition        Report By
 MD1063  HISTORY     - 1965     MONUMENTED       BORR
 MD1063  HISTORY     - 19930108 GOOD             NGS
 MD1063
 MD1063                          STATION DESCRIPTION
 MD1063
 MD1063'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1965
 MD1063'1.2 MI N FROM MILFORD.
 MD1063'ABOUT 1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1063'THE STATION AT MILFORD, AT MILFORD JUNCTION, SET VERTICALLY
 MD1063'IN THE EAST END OF THE SOUTH PIER, CENTER SPAN, OF STATE HIGHWAY
 MD1063'BRIDGE (ROUTE 15) OVER BALTIMORE AND OHIO RAILROAD, 15 FEET BELOW
 MD1063'PIER CAP, 812 FEET WEST OF THE CENTERLINE OF THE NEW YORK CENTRAL
 MD1063'RAILROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE BALTIMORE AND
 MD1063'OHIO RAILROAD AND SET VERTICALLY IN A DRILL HOLE.
 MD1063
 MD1063                          STATION RECOVERY (1993)
 MD1063
 MD1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1063'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 MD1063'MILFORD, THENCE 0.1 KM (0.05 MI) EAST ALONG FOURTH STREET, THENCE 2.0
 MD1063'KM (1.25 MI) NORTHERLY ALONG THE CONRAIL RAILROAD, THENCE 0.2 WESTERLY
 MD1063'ALONG THE CHESSIE SYSTEMS RAILROAD, SET VERTICALLY IN THE EAST FACE OF
 MD1063'THE FIRST CONCRETE PIER NORTH OF THE SOUTH ABUTMENT OF THE STATE
 MD1063'HIGHWAY 15 OVERPASS, 6.7 M (22.0 FT) SOUTH OF THE NEAR RAIL, AND 1.5 M
 MD1063'(4.9 FT) ABOVE THE LEVEL OF THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1229 ***********************************************************************
 LB1229  DESIGNATION -  F 16
 LB1229  PID         -  LB1229
 LB1229  STATE/COUNTY-  IN/BENTON
 LB1229  COUNTRY     -  US
 LB1229  USGS QUAD   -  BOSWELL (2019)
 LB1229
 LB1229                         *CURRENT SURVEY CONTROL
 LB1229  ______________________________________________________________________
 LB1229* NAD 83(1986) POSITION- 40 33 50.     (N) 087 27 50.     (W)   SCALED
 LB1229* NAVD 88 ORTHO HEIGHT -   242.534 (meters)      795.71  (feet) ADJUSTED
 LB1229  ______________________________________________________________________
 LB1229  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 LB1229  DYNAMIC HEIGHT  -        242.417 (meters)      795.33  (feet) COMP
 LB1229  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 LB1229
 LB1229  VERT ORDER      -  FIRST     CLASS II
 LB1229
 LB1229.The horizontal coordinates were scaled from a map and have
 LB1229.an estimated accuracy of +/- 6 seconds.
 LB1229
 LB1229.The orthometric height was determined by differential leveling and
 LB1229.adjusted by the NATIONAL GEODETIC SURVEY
 LB1229.in June 1991.
 LB1229
 LB1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1229.GEOID18 height accuracy estimate available here.
 LB1229
 LB1229.Click photographs - Photos may exist for this station.
 LB1229
 LB1229.The dynamic height is computed by dividing the NAVD 88
 LB1229.geopotential number by the normal gravity value computed on the
 LB1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1229.degrees latitude (g = 980.6199 gals.).
 LB1229
 LB1229.The modeled gravity was interpolated from observed gravity values.
 LB1229
 LB1229;                    North         East    Units  Estimated Accuracy
 LB1229;SPC IN W     -   590,200.      867,770.      MT  (+/- 180 meters Scaled)
 LB1229
 LB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK607904(NAD 83)
 LB1229
 LB1229                          SUPERSEDED SURVEY CONTROL
 LB1229
 LB1229  NGVD 29 (??/??/92)  242.575  (m)          795.85   (f) ADJ UNCH    1 2
 LB1229
 LB1229.Superseded values are not recommended for survey control.
 LB1229
 LB1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1229.See file dsdata.pdf to determine how the superseded data were derived.
 LB1229
 LB1229_MARKER: DB = BENCH MARK DISK
 LB1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1229_STAMPING: F 16 1934
 LB1229_MARK LOGO: CGS
 LB1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1229+STABILITY: SURFACE MOTION
 LB1229
 LB1229  HISTORY     - Date     Condition        Report By
 LB1229  HISTORY     - 1934     MONUMENTED       CGS
 LB1229
 LB1229                          STATION DESCRIPTION
 LB1229
 LB1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1229'AT DUNN.
 LB1229'AT DUNN, BENTON COUNTY, 250 YARDS SOUTH OF THE NEW YORK CENTRAL
 LB1229'RAILROAD STATION, 175 YARDS SOUTH OF A GRAIN ELEVATOR, AT A
 LB1229'DIRT-ROAD CROSSING, 33 FEET SOUTH OF THE ROAD, 47 FEET WEST OF
 LB1229'THE WEST RAIL, AND 3.5 FEET HIGHER THAN THE RAIL.  A STANDARD
 LB1229'DISK, STAMPED F 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1068 ***********************************************************************
 MD1068  DESIGNATION -  F 160
 MD1068  PID         -  MD1068
 MD1068  STATE/COUNTY-  IN/ELKHART
 MD1068  COUNTRY     -  US
 MD1068  USGS QUAD   -  MILFORD (2019)
 MD1068
 MD1068                         *CURRENT SURVEY CONTROL
 MD1068  ______________________________________________________________________
 MD1068* NAD 83(1986) POSITION- 41 29 22.     (N) 085 50 08.     (W)   SCALED
 MD1068* NAVD 88 ORTHO HEIGHT -   248.766 (meters)      816.16  (feet) ADJUSTED
 MD1068  ______________________________________________________________________
 MD1068  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 MD1068  DYNAMIC HEIGHT  -        248.667 (meters)      815.84  (feet) COMP
 MD1068  MODELED GRAVITY -    980,220.5   (mgal)                       NAVD 88
 MD1068
 MD1068  VERT ORDER      -  FIRST     CLASS II
 MD1068
 MD1068.The horizontal coordinates were scaled from a map and have
 MD1068.an estimated accuracy of +/- 6 seconds.
 MD1068
 MD1068.The orthometric height was determined by differential leveling and
 MD1068.adjusted by the NATIONAL GEODETIC SURVEY
 MD1068.in June 1991.
 MD1068
 MD1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1068.GEOID18 height accuracy estimate available here.
 MD1068
 MD1068.Click photographs - Photos may exist for this station.
 MD1068
 MD1068.The dynamic height is computed by dividing the NAVD 88
 MD1068.geopotential number by the normal gravity value computed on the
 MD1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1068.degrees latitude (g = 980.6199 gals.).
 MD1068
 MD1068.The modeled gravity was interpolated from observed gravity values.
 MD1068
 MD1068;                    North         East    Units  Estimated Accuracy
 MD1068;SPC IN E     -   692,930.       85,900.      MT  (+/- 180 meters Scaled)
 MD1068
 MD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL972937(NAD 83)
 MD1068
 MD1068                          SUPERSEDED SURVEY CONTROL
 MD1068
 MD1068  NGVD 29 (??/??/92)  248.893  (m)          816.58   (f) ADJ UNCH    1 2
 MD1068
 MD1068.Superseded values are not recommended for survey control.
 MD1068
 MD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1068.See file dsdata.pdf to determine how the superseded data were derived.
 MD1068
 MD1068_MARKER: DB = BENCH MARK DISK
 MD1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1068_SP_SET: ABUTMENT
 MD1068_STAMPING: F 160 1946
 MD1068_MARK LOGO: CGS
 MD1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1068
 MD1068  HISTORY     - Date     Condition        Report By
 MD1068  HISTORY     - 1946     MONUMENTED       CGS
 MD1068  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1068
 MD1068                          STATION DESCRIPTION
 MD1068
 MD1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1068'0.8 MI S FROM NEW PARIS.
 MD1068'0.75 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1068'STATION AT NEW PARIS, SET IN THE TOP OF THE EAST END OF THE
 MD1068'NORTH ABUTMENT OF A 36 FOOT CONCRETE BRIDGE ON HIGHWAY 15,
 MD1068'OPPOSITE RAILROAD TRESTLE NO. 123, 85 FEET WEST OF THE WEST RAIL
 MD1068'OF THE NEW YORK CENTRAL RAILROAD, 14 FEET EAST OF THE CENTER
 MD1068'LINE OF STATE HIGHWAY 15, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 MD1068'IN A DRILL HOLE.
 MD1068
 MD1068                          STATION RECOVERY (1993)
 MD1068
 MD1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1068'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1167 ***********************************************************************
 MD1167  DESIGNATION -  F 161
 MD1167  PID         -  MD1167
 MD1167  STATE/COUNTY-  IN/NOBLE
 MD1167  COUNTRY     -  US
 MD1167  USGS QUAD   -  ORMAS (2019)
 MD1167
 MD1167                         *CURRENT SURVEY CONTROL
 MD1167  ______________________________________________________________________
 MD1167* NAD 83(1986) POSITION- 41 21 59.     (N) 085 32 38.     (W)   SCALED
 MD1167* NAVD 88 ORTHO HEIGHT -   277.311 (meters)      909.81  (feet) ADJUSTED
 MD1167  ______________________________________________________________________
 MD1167  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 MD1167  DYNAMIC HEIGHT  -        277.195 (meters)      909.43  (feet) COMP
 MD1167  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 MD1167
 MD1167  VERT ORDER      -  SECOND    CLASS 0
 MD1167
 MD1167.The horizontal coordinates were scaled from a map and have
 MD1167.an estimated accuracy of +/- 6 seconds.
 MD1167
 MD1167.The orthometric height was determined by differential leveling and
 MD1167.adjusted by the NATIONAL GEODETIC SURVEY
 MD1167.in June 1991.
 MD1167
 MD1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1167.GEOID18 height accuracy estimate available here.
 MD1167
 MD1167.Click photographs - Photos may exist for this station.
 MD1167
 MD1167.The dynamic height is computed by dividing the NAVD 88
 MD1167.geopotential number by the normal gravity value computed on the
 MD1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1167.degrees latitude (g = 980.6199 gals.).
 MD1167
 MD1167.The modeled gravity was interpolated from observed gravity values.
 MD1167
 MD1167;                    North         East    Units  Estimated Accuracy
 MD1167;SPC IN E     -   679,250.      110,270.      MT  (+/- 180 meters Scaled)
 MD1167
 MD1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL217804(NAD 83)
 MD1167
 MD1167                          SUPERSEDED SURVEY CONTROL
 MD1167
 MD1167  NGVD 29 (??/??/92)  277.441  (m)          910.24   (f) ADJ UNCH    2 0
 MD1167
 MD1167.Superseded values are not recommended for survey control.
 MD1167
 MD1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1167.See file dsdata.pdf to determine how the superseded data were derived.
 MD1167
 MD1167_MARKER: DB = BENCH MARK DISK
 MD1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1167_STAMPING: F 161 1946
 MD1167_MARK LOGO: CGS
 MD1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1167+STABILITY: SURFACE MOTION
 MD1167
 MD1167  HISTORY     - Date     Condition        Report By
 MD1167  HISTORY     - 1946     MONUMENTED       CGS
 MD1167  HISTORY     - 1961     GOOD             CGS
 MD1167
 MD1167                          STATION DESCRIPTION
 MD1167
 MD1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1167'2.4 MI S FROM KIMMELL.
 MD1167'ABOUT 1.1 MILES SOUTHERLY ALONG NO. 33 U.S. HIGHWAY FROM THE
 MD1167'BRIDGE OVER R.R. ON W EDGE OF KIMMELL, THENCE 1.3 MILES S ALONG
 MD1167'ASPHALT COUNTY ROAD TO A N-S AND W ROAD T-INTERSECTION AND THE
 MD1167'MARK ON THE RIGHT, 35 FEET W OF CENTER LINE OF THE MAIN ROAD, 0.6
 MD1167'FOOT HIGHER THAN SAME, 21 FEET N OF CENTER LINE OF THE OTHER, 22
 MD1167'FEET SW OF ONE CONCRETE CORNER FENCE POST, 3 FEET ENE OF ANOTHER,
 MD1167'ONE FOOT SE OF FENCE, 1.5 FEET SW OF STEEL WITNESS POST, AND
 MD1167'PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0740 ***********************************************************************
 MD0740  DESIGNATION -  F 162
 MD0740  PID         -  MD0740
 MD0740  STATE/COUNTY-  IN/NOBLE
 MD0740  COUNTRY     -  US
 MD0740  USGS QUAD   -  ALBION (2019)
 MD0740
 MD0740                         *CURRENT SURVEY CONTROL
 MD0740  ______________________________________________________________________
 MD0740* NAD 83(1986) POSITION- 41 27 29.     (N) 085 28 57.     (W)   SCALED
 MD0740* NAVD 88 ORTHO HEIGHT -   274.646 (meters)      901.07  (feet) ADJUSTED
 MD0740  ______________________________________________________________________
 MD0740  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 MD0740  DYNAMIC HEIGHT  -        274.532 (meters)      900.69  (feet) COMP
 MD0740  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 MD0740
 MD0740  VERT ORDER      -  SECOND    CLASS 0
 MD0740
 MD0740.The horizontal coordinates were scaled from a map and have
 MD0740.an estimated accuracy of +/- 6 seconds.
 MD0740
 MD0740.The orthometric height was determined by differential leveling and
 MD0740.adjusted by the NATIONAL GEODETIC SURVEY
 MD0740.in June 1991.
 MD0740
 MD0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0740.GEOID18 height accuracy estimate available here.
 MD0740
 MD0740.Click photographs - Photos may exist for this station.
 MD0740
 MD0740.The dynamic height is computed by dividing the NAVD 88
 MD0740.geopotential number by the normal gravity value computed on the
 MD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0740.degrees latitude (g = 980.6199 gals.).
 MD0740
 MD0740.The modeled gravity was interpolated from observed gravity values.
 MD0740
 MD0740;                    North         East    Units  Estimated Accuracy
 MD0740;SPC IN E     -   689,440.      115,390.      MT  (+/- 180 meters Scaled)
 MD0740
 MD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL267907(NAD 83)
 MD0740
 MD0740                          SUPERSEDED SURVEY CONTROL
 MD0740
 MD0740  NGVD 29 (??/??/92)  274.779  (m)          901.50   (f) ADJ UNCH    2 0
 MD0740
 MD0740.Superseded values are not recommended for survey control.
 MD0740
 MD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0740.See file dsdata.pdf to determine how the superseded data were derived.
 MD0740
 MD0740_MARKER: DB = BENCH MARK DISK
 MD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0740_STAMPING: F 162 1946
 MD0740_MARK LOGO: CGS
 MD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0740+STABILITY: SURFACE MOTION
 MD0740
 MD0740  HISTORY     - Date     Condition        Report By
 MD0740  HISTORY     - 1946     MONUMENTED       CGS
 MD0740  HISTORY     - 1963     GOOD             CGS
 MD0740  HISTORY     - 20180207 MARK NOT FOUND   INDOT
 MD0740
 MD0740                          STATION DESCRIPTION
 MD0740
 MD0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0740'NEAR WAWAKA.
 MD0740'AT WAWAKA, AT NEW YORK CENTRAL RAILROAD CROSSING NEAR CENTER OF
 MD0740'TOWN, 156 FEET W OF CENTER LINE OF MAIN PAVED STREET, 141-1/2 FEET
 MD0740'S OF S RAIL OF MAIN LINE DOUBLE TRACKS, 5.0 FEET LOWER THAN TOP
 MD0740'OF SAME, 107.5 FEET NW OF NW CORNER OF THE POST OFFICE BRICK
 MD0740'BUILDING (FORMERLY THE BANK BUILDING), 29 FEET N OF CENTER LINE
 MD0740'OF ASPHALT STREET, 0.4 FOOT LOWER THAN SAME, 5.2 FEET NNW OF CENTER
 MD0740'OF CREOSOTED NO. 480/158 POWER POLE, AND PROJECTING 0.1 FOOT ABOVE
 MD0740'GROUND.
 MD0740
 MD0740                          STATION RECOVERY (2018)
 MD0740
 MD0740'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0740'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0874 ***********************************************************************
 MD0874  DESIGNATION -  F 163
 MD0874  PID         -  MD0874
 MD0874  STATE/COUNTY-  IN/NOBLE
 MD0874  COUNTRY     -  US
 MD0874  USGS QUAD   -  GARRETT (2019)
 MD0874
 MD0874                         *CURRENT SURVEY CONTROL
 MD0874  ______________________________________________________________________
 MD0874* NAD 83(1986) POSITION- 41 21 56.     (N) 085 14 44.     (W)   SCALED
 MD0874* NAVD 88 ORTHO HEIGHT -   293.603 (meters)      963.26  (feet) ADJUSTED
 MD0874  ______________________________________________________________________
 MD0874  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 MD0874  DYNAMIC HEIGHT  -        293.486 (meters)      962.88  (feet) COMP
 MD0874  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 MD0874
 MD0874  VERT ORDER      -  SECOND    CLASS 0
 MD0874
 MD0874.The horizontal coordinates were scaled from a map and have
 MD0874.an estimated accuracy of +/- 6 seconds.
 MD0874
 MD0874.The orthometric height was determined by differential leveling and
 MD0874.adjusted by the NATIONAL GEODETIC SURVEY
 MD0874.in June 1991.
 MD0874
 MD0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0874.GEOID18 height accuracy estimate available here.
 MD0874
 MD0874.Click photographs - Photos may exist for this station.
 MD0874
 MD0874.The dynamic height is computed by dividing the NAVD 88
 MD0874.geopotential number by the normal gravity value computed on the
 MD0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0874.degrees latitude (g = 980.6199 gals.).
 MD0874
 MD0874.The modeled gravity was interpolated from observed gravity values.
 MD0874
 MD0874;                    North         East    Units  Estimated Accuracy
 MD0874;SPC IN E     -   679,240.      135,230.      MT  (+/- 180 meters Scaled)
 MD0874
 MD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL467808(NAD 83)
 MD0874
 MD0874                          SUPERSEDED SURVEY CONTROL
 MD0874
 MD0874  NGVD 29 (??/??/92)  293.745  (m)          963.73   (f) ADJ UNCH    2 0
 MD0874
 MD0874.Superseded values are not recommended for survey control.
 MD0874
 MD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0874.See file dsdata.pdf to determine how the superseded data were derived.
 MD0874
 MD0874_MARKER: DB = BENCH MARK DISK
 MD0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0874_SP_SET: BOX CULVERT HEADWALL
 MD0874_STAMPING: F 163 1946
 MD0874_MARK LOGO: CGS
 MD0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0874+STABILITY: SURFACE MOTION
 MD0874
 MD0874  HISTORY     - Date     Condition        Report By
 MD0874  HISTORY     - 1946     MONUMENTED       CGS
 MD0874  HISTORY     - 1962     GOOD             CGS
 MD0874
 MD0874                          STATION DESCRIPTION
 MD0874
 MD0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0874'0.4 MI W FROM AVILLA.
 MD0874'ABOUT 0.35 MILE W ALONG AN ASPHALT COUNTY ROAD FROM THE CROSSROADS
 MD0874'JUNCTION OF NOS. 3 AND 8 INDIANA HWY. AT THE MAIN CORNER IN
 MD0874'AVILLA, SET IN A DRILL HOLE 1.3 FEET W OF E END OF 10-FOOT
 MD0874'HEADWALL OF 8-FOOT CONCRETE BOX CULVERT, 11.0 FEET S OF CENTER
 MD0874'LINE OF 20-FOOT ROAD PAVEMENT, 0.6 FOOT HIGHER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1227 ***********************************************************************
 MD1227  DESIGNATION -  F 164
 MD1227  PID         -  MD1227
 MD1227  STATE/COUNTY-  IN/NOBLE
 MD1227  COUNTRY     -  US
 MD1227  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1227
 MD1227                         *CURRENT SURVEY CONTROL
 MD1227  ______________________________________________________________________
 MD1227* NAD 83(1986) POSITION- 41 18 07.19   (N) 085 39 07.20   (W)   HD_HELD1
 MD1227* NAVD 88 ORTHO HEIGHT -   263.459 (meters)      864.37  (feet) ADJUSTED
 MD1227  ______________________________________________________________________
 MD1227  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 MD1227  DYNAMIC HEIGHT  -        263.349 (meters)      864.00  (feet) COMP
 MD1227  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MD1227
 MD1227  VERT ORDER      -  SECOND    CLASS 0
 MD1227
 MD1227.The horizontal coordinates were determined by differentially corrected
 MD1227.hand held GPS observations or other comparable positioning techniques
 MD1227.and have an estimated accuracy of +/- 3 meters.
 MD1227
 MD1227.The orthometric height was determined by differential leveling and
 MD1227.adjusted by the NATIONAL GEODETIC SURVEY
 MD1227.in June 1991.
 MD1227
 MD1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1227.GEOID18 height accuracy estimate available here.
 MD1227
 MD1227.Click photographs - Photos may exist for this station.
 MD1227
 MD1227.The dynamic height is computed by dividing the NAVD 88
 MD1227.geopotential number by the normal gravity value computed on the
 MD1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1227.degrees latitude (g = 980.6199 gals.).
 MD1227
 MD1227.The modeled gravity was interpolated from observed gravity values.
 MD1227
 MD1227;                    North         East    Units  Estimated Accuracy
 MD1227;SPC IN E     -   672,096.0     101,228.3     MT  (+/- 3 meters HH1 GPS) 
 MD1227
 MD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1285173158(NAD 83)
 MD1227
 MD1227                          SUPERSEDED SURVEY CONTROL
 MD1227
 MD1227  NGVD 29 (??/??/92)  263.588  (m)          864.79   (f) ADJ UNCH    2 0
 MD1227
 MD1227.Superseded values are not recommended for survey control.
 MD1227
 MD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1227.See file dsdata.pdf to determine how the superseded data were derived.
 MD1227
 MD1227_MARKER: DB = BENCH MARK DISK
 MD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1227_STAMPING: F 164 1946
 MD1227_MARK LOGO: CGS
 MD1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1227+STABILITY: SURFACE MOTION
 MD1227
 MD1227  HISTORY     - Date     Condition        Report By
 MD1227  HISTORY     - 1946     MONUMENTED       CGS
 MD1227  HISTORY     - 1961     GOOD             CGS
 MD1227
 MD1227                          STATION DESCRIPTION
 MD1227
 MD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1227'0.8 MI SW FROM WILMOT.
 MD1227'ABOUT 0.5 MILE S ALONG NO. 5 INDIANA HIGHWAY FROM THE DAM
 MD1227'(HIGHWAY FILL) AT W END OF THE LAKE AND SW EDGE OF THE VILLAGE,
 MD1227'THENCE 0.5 MILE W ALONG ASPHALT COUNTY ROAD TO E-W AND N ROAD
 MD1227'T-INTERSECTION AT THE KOSCIUSKO-NOBLE COUNTY LINE AND THE MARK
 MD1227'ON THE LEFT, 19 FEET S OF CENTER LINE OF E-W ROAD, 0.5 FOOT
 MD1227'HIGHER THAN SAME, 17 FEET E OF R.R.-RAIL CORNER FENCE POST WHICH
 MD1227'IS ON THE PROJECTED CENTER LINE OF GRAVEL ROAD FROM THE NORTH
 MD1227'AND ALSO ON THE COUNTY LINE, 5 FEET W OF A TELEPHONE POLE, AND
 MD1227'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0946 ***********************************************************************
 MD0946  DESIGNATION -  F 165
 MD0946  PID         -  MD0946
 MD0946  STATE/COUNTY-  IN/WHITLEY
 MD0946  COUNTRY     -  US
 MD0946  USGS QUAD   -  EGE (2019)
 MD0946
 MD0946                         *CURRENT SURVEY CONTROL
 MD0946  ______________________________________________________________________
 MD0946* NAD 83(1986) POSITION- 41 15 09.     (N) 085 20 53.     (W)   SCALED
 MD0946* NAVD 88 ORTHO HEIGHT -   269.481 (meters)      884.12  (feet) ADJUSTED
 MD0946  ______________________________________________________________________
 MD0946  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 MD0946  DYNAMIC HEIGHT  -        269.379 (meters)      883.79  (feet) COMP
 MD0946  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 MD0946
 MD0946  VERT ORDER      -  SECOND    CLASS 0
 MD0946
 MD0946.The horizontal coordinates were scaled from a map and have
 MD0946.an estimated accuracy of +/- 6 seconds.
 MD0946
 MD0946.The orthometric height was determined by differential leveling and
 MD0946.adjusted by the NATIONAL GEODETIC SURVEY
 MD0946.in June 1991.
 MD0946
 MD0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0946.GEOID18 height accuracy estimate available here.
 MD0946
 MD0946.Click photographs - Photos may exist for this station.
 MD0946
 MD0946.The dynamic height is computed by dividing the NAVD 88
 MD0946.geopotential number by the normal gravity value computed on the
 MD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0946.degrees latitude (g = 980.6199 gals.).
 MD0946
 MD0946.The modeled gravity was interpolated from observed gravity values.
 MD0946
 MD0946;                    North         East    Units  Estimated Accuracy
 MD0946;SPC IN E     -   666,650.      126,700.      MT  (+/- 180 meters Scaled)
 MD0946
 MD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL384681(NAD 83)
 MD0946
 MD0946                          SUPERSEDED SURVEY CONTROL
 MD0946
 MD0946  NGVD 29 (??/??/92)  269.635  (m)          884.63   (f) ADJ UNCH    2 0
 MD0946
 MD0946.Superseded values are not recommended for survey control.
 MD0946
 MD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0946.See file dsdata.pdf to determine how the superseded data were derived.
 MD0946
 MD0946_MARKER: DB = BENCH MARK DISK
 MD0946_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0946_SP_SET: CULVERT HEADWALL
 MD0946_STAMPING: F 165 1946
 MD0946_MARK LOGO: CGS
 MD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0946+STABILITY: SURFACE MOTION
 MD0946
 MD0946  HISTORY     - Date     Condition        Report By
 MD0946  HISTORY     - 1946     MONUMENTED       CGS
 MD0946  HISTORY     - 1961     GOOD             CGS
 MD0946  HISTORY     - 1968     GOOD             CGS
 MD0946
 MD0946                          STATION DESCRIPTION
 MD0946
 MD0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0946'2.2 MI NW FROM CHURUBUSCO.
 MD0946'ABOUT 2.2 MILES NW ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0946'INTERSECTION WITH NO. 205 INDIANA HWY. IN HEART OF CHURUBUSCO,
 MD0946'0.25 MILE ESE OF JUNCTION WITH ROAD LEADING SOUTH, 258 FEET WNW
 MD0946'OF INTERSECTION OF CENTER LINES OF HWY. AND ROAD LEADING NORTH,
 MD0946'17 FEET SSW OF CENTER LINE OF 22-FOOT ASPHALT HWY. PAVEMENT, 1.1
 MD0946'FEET LOWER THAN SAME, 1.4 FEET ESE OF WNW END OF 8-FOOT HEADWALL
 MD0946'OF 15-INCH CONCRETE PIPE CULVERT.
 MD0946
 MD0946                          STATION RECOVERY (1968)
 MD0946
 MD0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0212 ***********************************************************************
 ME0212  DESIGNATION -  F 166
 ME0212  PID         -  ME0212
 ME0212  STATE/COUNTY-  IN/MARSHALL
 ME0212  COUNTRY     -  US
 ME0212  USGS QUAD   -  LA PAZ (2019)
 ME0212
 ME0212                         *CURRENT SURVEY CONTROL
 ME0212  ______________________________________________________________________
 ME0212* NAD 83(1986) POSITION- 41 26 57.     (N) 086 19 46.     (W)   SCALED
 ME0212* NAVD 88 ORTHO HEIGHT -   262.089 (meters)      859.87  (feet) ADJUSTED
 ME0212  ______________________________________________________________________
 ME0212  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME0212  DYNAMIC HEIGHT  -        261.982 (meters)      859.52  (feet) COMP
 ME0212  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 ME0212
 ME0212  VERT ORDER      -  SECOND    CLASS 0
 ME0212
 ME0212.The horizontal coordinates were scaled from a map and have
 ME0212.an estimated accuracy of +/- 6 seconds.
 ME0212
 ME0212.The orthometric height was determined by differential leveling and
 ME0212.adjusted by the NATIONAL GEODETIC SURVEY
 ME0212.in June 1991.
 ME0212
 ME0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0212.GEOID18 height accuracy estimate available here.
 ME0212
 ME0212.Click photographs - Photos may exist for this station.
 ME0212
 ME0212.The dynamic height is computed by dividing the NAVD 88
 ME0212.geopotential number by the normal gravity value computed on the
 ME0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0212.degrees latitude (g = 980.6199 gals.).
 ME0212
 ME0212.The modeled gravity was interpolated from observed gravity values.
 ME0212
 ME0212;                    North         East    Units  Estimated Accuracy
 ME0212;SPC IN E     -   688,650.       44,620.      MT  (+/- 180 meters Scaled)
 ME0212
 ME0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL560888(NAD 83)
 ME0212
 ME0212                          SUPERSEDED SURVEY CONTROL
 ME0212
 ME0212  NGVD 29 (??/??/92)  262.199  (m)          860.23   (f) ADJ UNCH    2 0
 ME0212
 ME0212.Superseded values are not recommended for survey control.
 ME0212
 ME0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0212.See file dsdata.pdf to determine how the superseded data were derived.
 ME0212
 ME0212_MARKER: DB = BENCH MARK DISK
 ME0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0212_STAMPING: F 166 1946
 ME0212_MARK LOGO: CGS
 ME0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0212+STABILITY: SURFACE MOTION
 ME0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0212+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2013
 ME0212
 ME0212  HISTORY     - Date     Condition        Report By
 ME0212  HISTORY     - 1946     MONUMENTED       CGS
 ME0212  HISTORY     - 1985     GOOD             USPSQD
 ME0212  HISTORY     - 1987     GOOD             USPSQD
 ME0212  HISTORY     - 20131202 GOOD             INDOT
 ME0212
 ME0212                          STATION DESCRIPTION
 ME0212
 ME0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0212'1.4 MI SW FROM LAPAZ.
 ME0212'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0212'AT LAPAZ, THENCE ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 6, IN
 ME0212'THE NORTHWEST QUARTER OF A GRAVEL-ROAD INTERSECTION, 60 FEET WEST
 ME0212'OF THE CENTER LINE OF THE ROAD, 35 FEET NORTH OF THE CENTER LINE
 ME0212'OF THE HIGHWAY, 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 ME0212'NORTH HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, 4.0
 ME0212'FEET WEST OF AN R.E.A. POLE, 4.0 FEET SOUTHWEST OF A FENCE CORNER,
 ME0212'2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 ME0212'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME0212'INCHES.
 ME0212
 ME0212                          STATION RECOVERY (1985)
 ME0212
 ME0212'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0212'ADDITIONAL INFORMATION: 2 FEET WEST OF 18 INCH HIGH CONCRETE
 ME0212'RIGHT-OF-WAY MARKER MARKED 'IND R/W', 4 FEET WEST OF POWER POLE, 60
 ME0212'FEET WEST OF CENTER-LINE OF OAK ROAD.
 ME0212
 ME0212                          STATION RECOVERY (1987)
 ME0212
 ME0212'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0212'RECOVERED IN GOOD CONDITION.
 ME0212
 ME0212                          STATION RECOVERY (2013)
 ME0212
 ME0212'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0026 ***********************************************************************
 ME0026  DESIGNATION -  F 167
 ME0026  PID         -  ME0026
 ME0026  STATE/COUNTY-  IN/ST JOSEPH
 ME0026  COUNTRY     -  US
 ME0026  USGS QUAD   -  LAKEVILLE (2019)
 ME0026
 ME0026                         *CURRENT SURVEY CONTROL
 ME0026  ______________________________________________________________________
 ME0026* NAD 83(1986) POSITION- 41 31 10.     (N) 086 16 43.     (W)   SCALED
 ME0026* NAVD 88 ORTHO HEIGHT -   252.853 (meters)      829.57  (feet) ADJUSTED
 ME0026  ______________________________________________________________________
 ME0026  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0026  DYNAMIC HEIGHT  -        252.749 (meters)      829.23  (feet) COMP
 ME0026  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 ME0026
 ME0026  VERT ORDER      -  SECOND    CLASS 0
 ME0026
 ME0026.The horizontal coordinates were scaled from a map and have
 ME0026.an estimated accuracy of +/- 6 seconds.
 ME0026
 ME0026.The orthometric height was determined by differential leveling and
 ME0026.adjusted by the NATIONAL GEODETIC SURVEY
 ME0026.in June 1991.
 ME0026
 ME0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0026.GEOID18 height accuracy estimate available here.
 ME0026
 ME0026.Click photographs - Photos may exist for this station.
 ME0026
 ME0026.The dynamic height is computed by dividing the NAVD 88
 ME0026.geopotential number by the normal gravity value computed on the
 ME0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0026.degrees latitude (g = 980.6199 gals.).
 ME0026
 ME0026.The modeled gravity was interpolated from observed gravity values.
 ME0026
 ME0026;                    North         East    Units  Estimated Accuracy
 ME0026;SPC IN E     -   696,430.       48,920.      MT  (+/- 180 meters Scaled)
 ME0026
 ME0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL601966(NAD 83)
 ME0026
 ME0026                          SUPERSEDED SURVEY CONTROL
 ME0026
 ME0026  NGVD 29 (??/??/92)  252.964  (m)          829.93   (f) ADJ UNCH    2 0
 ME0026
 ME0026.Superseded values are not recommended for survey control.
 ME0026
 ME0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0026.See file dsdata.pdf to determine how the superseded data were derived.
 ME0026
 ME0026_MARKER: DB = BENCH MARK DISK
 ME0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0026_SP_SET: BRIDGE
 ME0026_STAMPING: F 167 1946
 ME0026_MARK LOGO: CGS
 ME0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0026
 ME0026  HISTORY     - Date     Condition        Report By
 ME0026  HISTORY     - 1946     MONUMENTED       CGS
 ME0026  HISTORY     - 1983     GOOD             USPSQD
 ME0026  HISTORY     - 19940819 GOOD             USPSQD
 ME0026
 ME0026                          STATION DESCRIPTION
 ME0026
 ME0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0026'0.9 MI S FROM LAKEVILLE.
 ME0026'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0026'AT LAKEVILLE, ABOUT 0.1 MILE SOUTHWEST OF A CITY-LIMIT SIGN,
 ME0026'ABOUT 165 YARDS NORTHEAST OF THE CROSSING OF THE PENNSYLVANIA
 ME0026'RAILROAD, AT A 20-FOOT CONCRETE BRIDGE OVER A CREEK, IN THE TOP
 ME0026'OF THE NORTH END OF THE SOUTH WING WALL, 30 FEET SOUTHEAST
 ME0026'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 ME0026'HIGHWAY.
 ME0026
 ME0026                          STATION RECOVERY (1983)
 ME0026
 ME0026'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0026'CHANGE--HIGH SCHOOL TO ELEMENTARY SCHOOL, CENTER LINE OF THE HIGHWAY
 ME0026'TO OF QUINN TRAIL.
 ME0026
 ME0026                          STATION RECOVERY (1994)
 ME0026
 ME0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0009 ***********************************************************************
 ME0009  DESIGNATION -  F 168
 ME0009  PID         -  ME0009
 ME0009  STATE/COUNTY-  IN/ST JOSEPH
 ME0009  COUNTRY     -  US
 ME0009  USGS QUAD   -  WAKARUSA (2019)
 ME0009
 ME0009                         *CURRENT SURVEY CONTROL
 ME0009  ______________________________________________________________________
 ME0009* NAD 83(1986) POSITION- 41 34 45.     (N) 086 07 04.     (W)   SCALED
 ME0009* NAVD 88 ORTHO HEIGHT -   255.628 (meters)      838.67  (feet) ADJUSTED
 ME0009  ______________________________________________________________________
 ME0009  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0009  DYNAMIC HEIGHT  -        255.523 (meters)      838.33  (feet) COMP
 ME0009  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 ME0009
 ME0009  VERT ORDER      -  SECOND    CLASS 0
 ME0009
 ME0009.The horizontal coordinates were scaled from a map and have
 ME0009.an estimated accuracy of +/- 6 seconds.
 ME0009
 ME0009.The orthometric height was determined by differential leveling and
 ME0009.adjusted by the NATIONAL GEODETIC SURVEY
 ME0009.in June 1991.
 ME0009
 ME0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0009.GEOID18 height accuracy estimate available here.
 ME0009
 ME0009.Click photographs - Photos may exist for this station.
 ME0009
 ME0009.The dynamic height is computed by dividing the NAVD 88
 ME0009.geopotential number by the normal gravity value computed on the
 ME0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0009.degrees latitude (g = 980.6199 gals.).
 ME0009
 ME0009.The modeled gravity was interpolated from observed gravity values.
 ME0009
 ME0009;                    North         East    Units  Estimated Accuracy
 ME0009;SPC IN E     -   702,980.       62,380.      MT  (+/- 180 meters Scaled)
 ME0009
 ME0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735034(NAD 83)
 ME0009
 ME0009                          SUPERSEDED SURVEY CONTROL
 ME0009
 ME0009  NGVD 29 (??/??/92)  255.745  (m)          839.06   (f) ADJ UNCH    2 0
 ME0009
 ME0009.Superseded values are not recommended for survey control.
 ME0009
 ME0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0009.See file dsdata.pdf to determine how the superseded data were derived.
 ME0009
 ME0009_MARKER: DB = BENCH MARK DISK
 ME0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0009_STAMPING: F 168 1946
 ME0009_MARK LOGO: CGS
 ME0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0009+STABILITY: SURFACE MOTION
 ME0009
 ME0009  HISTORY     - Date     Condition        Report By
 ME0009  HISTORY     - 1946     MONUMENTED       CGS
 ME0009  HISTORY     - 1983     GOOD             USPSQD
 ME0009  HISTORY     - 1984     GOOD             NGS
 ME0009  HISTORY     - 19950725 GOOD             USPSQD
 ME0009  HISTORY     - 20010427 POOR             USPSQD
 ME0009
 ME0009                          STATION DESCRIPTION
 ME0009
 ME0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0009'6.3 MI NE FROM WYATT.
 ME0009'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE
 ME0009'AT WYATT, THENCE ABOUT 2.6 MILES EAST ALONG PIERCE ROAD, AND
 ME0009'THENCE ABOUT 3.0 MILES NORTH ALONG DOGWOOD ROAD, IN THE NORTHEAST
 ME0009'ANGLE OF THE JUNCTION OF MADISON ROAD LEADING EAST, 23 FEET NORTH
 ME0009'OF THE CENTER LINE OF MADISON ROAD, 21 FEET EAST OF THE CENTER
 ME0009'LINE OF DOGWOOD ROAD, 3.0 FEET EAST OF A FENCE CORNER, 0.8 FOOT
 ME0009'SOUTH OF THE FENCE, ABOUT 1/2 FOOT LOWER THAN THE ROADS, AND IN
 ME0009'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0009
 ME0009                          STATION RECOVERY (1983)
 ME0009
 ME0009'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0009'RECOVERED IN GOOD CONDITION.
 ME0009
 ME0009                          STATION RECOVERY (1984)
 ME0009
 ME0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0009'RECOVERED IN GOOD CONDITION.
 ME0009
 ME0009                          STATION RECOVERY (1995)
 ME0009
 ME0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0009'RECOVERED IN GOOD CONDITION.
 ME0009
 ME0009                          STATION RECOVERY (2001)
 ME0009
 ME0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0009'ACTUALLY FAIR.  FOUND AS DESCRIBED BUT CONCRETE POST LOOSE AND SUBJECT
 ME0009'TO MOVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0153 ***********************************************************************
 ME0153  DESIGNATION -  F 169
 ME0153  PID         -  ME0153
 ME0153  STATE/COUNTY-  IN/MARSHALL
 ME0153  COUNTRY     -  US
 ME0153  USGS QUAD   -  BOURBON (2019)
 ME0153
 ME0153                         *CURRENT SURVEY CONTROL
 ME0153  ______________________________________________________________________
 ME0153* NAD 83(1986) POSITION- 41 19 50.     (N) 086 07 00.     (W)   SCALED
 ME0153* NAVD 88 ORTHO HEIGHT -   254.423 (meters)      834.72  (feet) ADJUSTED
 ME0153  ______________________________________________________________________
 ME0153  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 ME0153  DYNAMIC HEIGHT  -        254.318 (meters)      834.38  (feet) COMP
 ME0153  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 ME0153
 ME0153  VERT ORDER      -  SECOND    CLASS 0
 ME0153
 ME0153.The horizontal coordinates were scaled from a map and have
 ME0153.an estimated accuracy of +/- 6 seconds.
 ME0153
 ME0153.The orthometric height was determined by differential leveling and
 ME0153.adjusted by the NATIONAL GEODETIC SURVEY
 ME0153.in June 1991.
 ME0153
 ME0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0153.GEOID18 height accuracy estimate available here.
 ME0153
 ME0153.Click photographs - Photos may exist for this station.
 ME0153
 ME0153.The dynamic height is computed by dividing the NAVD 88
 ME0153.geopotential number by the normal gravity value computed on the
 ME0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0153.degrees latitude (g = 980.6199 gals.).
 ME0153
 ME0153.The modeled gravity was interpolated from observed gravity values.
 ME0153
 ME0153;                    North         East    Units  Estimated Accuracy
 ME0153;SPC IN E     -   675,370.       62,330.      MT  (+/- 180 meters Scaled)
 ME0153
 ME0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739758(NAD 83)
 ME0153
 ME0153                          SUPERSEDED SURVEY CONTROL
 ME0153
 ME0153  NGVD 29 (??/??/92)  254.543  (m)          835.11   (f) ADJ UNCH    2 0
 ME0153
 ME0153.Superseded values are not recommended for survey control.
 ME0153
 ME0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0153.See file dsdata.pdf to determine how the superseded data were derived.
 ME0153
 ME0153_MARKER: DB = BENCH MARK DISK
 ME0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0153_STAMPING: F 169 1946
 ME0153_MARK LOGO: CGS
 ME0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0153+STABILITY: SURFACE MOTION
 ME0153
 ME0153  HISTORY     - Date     Condition        Report By
 ME0153  HISTORY     - 1946     MONUMENTED       CGS
 ME0153  HISTORY     - 1969     GOOD             INHD
 ME0153  HISTORY     - 1990     GOOD             USPSQD
 ME0153
 ME0153                          STATION DESCRIPTION
 ME0153
 ME0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0153'2.4 MI N FROM BOURBON.
 ME0153'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE INTERSECTION
 ME0153'OF U.S. HIGHWAY 30 AT BOURBON, AT A FARM OWNED BY WELCOME G.
 ME0153'MILLER, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 ME0153'TWO-STORY BRICK FARMHOUSE, 37 FEET WEST OF THE CENTER LINE OF THE
 ME0153'HIGHWAY, 9.0 FEET NORTH OF A FENCE CORNER, 1.0 FEET EAST OF THE
 ME0153'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 ME0153'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0153
 ME0153                          STATION RECOVERY (1969)
 ME0153
 ME0153'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0153'RECOVERED IN GOOD CONDITION.
 ME0153
 ME0153                          STATION RECOVERY (1990)
 ME0153
 ME0153'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1128 ***********************************************************************
 ME1128  DESIGNATION -  F 17
 ME1128  PID         -  ME1128
 ME1128  STATE/COUNTY-  IN/LAKE
 ME1128  COUNTRY     -  US
 ME1128  USGS QUAD   -  SCHNEIDER (2019)
 ME1128
 ME1128                         *CURRENT SURVEY CONTROL
 ME1128  ______________________________________________________________________
 ME1128* NAD 83(1986) POSITION- 41 11 15.     (N) 087 26 50.     (W)   SCALED
 ME1128* NAVD 88 ORTHO HEIGHT -   193.560 (meters)      635.04  (feet) ADJUSTED
 ME1128  ______________________________________________________________________
 ME1128  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 ME1128  DYNAMIC HEIGHT  -        193.479 (meters)      634.77  (feet) COMP
 ME1128  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 ME1128
 ME1128  VERT ORDER      -  FIRST     CLASS II
 ME1128
 ME1128.The horizontal coordinates were scaled from a map and have
 ME1128.an estimated accuracy of +/- 6 seconds.
 ME1128
 ME1128.The orthometric height was determined by differential leveling and
 ME1128.adjusted by the NATIONAL GEODETIC SURVEY
 ME1128.in June 1991.
 ME1128
 ME1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1128.GEOID18 height accuracy estimate available here.
 ME1128
 ME1128.Click photographs - Photos may exist for this station.
 ME1128
 ME1128.The dynamic height is computed by dividing the NAVD 88
 ME1128.geopotential number by the normal gravity value computed on the
 ME1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1128.degrees latitude (g = 980.6199 gals.).
 ME1128
 ME1128.The modeled gravity was interpolated from observed gravity values.
 ME1128
 ME1128;                    North         East    Units  Estimated Accuracy
 ME1128;SPC IN W     -   659,440.      869,470.      MT  (+/- 180 meters Scaled)
 ME1128
 ME1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624596(NAD 83)
 ME1128
 ME1128                          SUPERSEDED SURVEY CONTROL
 ME1128
 ME1128  NGVD 29 (??/??/92)  193.648  (m)          635.33   (f) ADJ UNCH    1 2
 ME1128
 ME1128.Superseded values are not recommended for survey control.
 ME1128
 ME1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1128.See file dsdata.pdf to determine how the superseded data were derived.
 ME1128
 ME1128_MARKER: DB = BENCH MARK DISK
 ME1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1128_STAMPING: F 17 1934
 ME1128_MARK LOGO: CGS
 ME1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1128+STABILITY: SURFACE MOTION
 ME1128
 ME1128  HISTORY     - Date     Condition        Report By
 ME1128  HISTORY     - 1934     MONUMENTED       CGS
 ME1128  HISTORY     - 1954     GOOD             CGS
 ME1128  HISTORY     - 1970     GOOD             BRADY
 ME1128  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1128
 ME1128                          STATION DESCRIPTION
 ME1128
 ME1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1128'AT SCHNEIDER.
 ME1128'AT SCHNEIDER, ABOUT 78 YARDS SOUTH-SOUTHWEST OF CENTER OF
 ME1128'INTERSECTION OF THE EAST-WEST AND NORTH-SOUTH TRACKS OF THE NEW
 ME1128'YORK CENTRAL RAILROAD, 190 FEET SOUTH AND ACROSS A BLACK TOP
 ME1128'ROAD FROM THE SOUTHEAST CORNER OF STATION, 112 FEET SOUTH OF
 ME1128'CENTER LINE OF ROAD, 33.9 FEET WEST OF WEST RAIL OF WEST TRACK,
 ME1128'6 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 62 1/2 FEET NORTHWEST
 ME1128'OF A WHISTLE POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN
 ME1128'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 ME1128
 ME1128                          STATION RECOVERY (1970)
 ME1128
 ME1128'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970
 ME1128'RECOVERED IN GOOD CONDITION.
 ME1128
 ME1128                          STATION RECOVERY (1989)
 ME1128
 ME1128'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEN)
 ME1128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1009 ***********************************************************************
 MD1009  DESIGNATION -  F 17
 MD1009  PID         -  MD1009
 MD1009  STATE/COUNTY-  IN/KOSCIUSKO
 MD1009  COUNTRY     -  US
 MD1009  USGS QUAD   -  WARSAW (2019)
 MD1009
 MD1009                         *CURRENT SURVEY CONTROL
 MD1009  ______________________________________________________________________
 MD1009* NAD 83(1986) POSITION- 41 13 15.     (N) 085 46 45.     (W)   SCALED
 MD1009* NAVD 88 ORTHO HEIGHT -   262.339 (meters)      860.69  (feet) ADJUSTED
 MD1009  ______________________________________________________________________
 MD1009  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 MD1009  DYNAMIC HEIGHT  -        262.227 (meters)      860.32  (feet) COMP
 MD1009  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 MD1009
 MD1009  VERT ORDER      -  FIRST     CLASS I
 MD1009
 MD1009.The horizontal coordinates were scaled from a map and have
 MD1009.an estimated accuracy of +/- 6 seconds.
 MD1009
 MD1009.The orthometric height was determined by differential leveling and
 MD1009.adjusted by the NATIONAL GEODETIC SURVEY
 MD1009.in April 1995.
 MD1009
 MD1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1009.GEOID18 height accuracy estimate available here.
 MD1009
 MD1009.Click photographs - Photos may exist for this station.
 MD1009
 MD1009.The dynamic height is computed by dividing the NAVD 88
 MD1009.geopotential number by the normal gravity value computed on the
 MD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1009.degrees latitude (g = 980.6199 gals.).
 MD1009
 MD1009.The modeled gravity was interpolated from observed gravity values.
 MD1009
 MD1009;                    North         East    Units  Estimated Accuracy
 MD1009;SPC IN E     -   663,090.       90,570.      MT  (+/- 180 meters Scaled)
 MD1009
 MD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL023639(NAD 83)
 MD1009
 MD1009                          SUPERSEDED SURVEY CONTROL
 MD1009
 MD1009  NAVD 88 (06/15/91)  262.335  (m)          860.68   (f) SUPERSEDED  1 1
 MD1009  NGVD 29 (01/19/93)  262.470  (m)          861.12   (f) ADJUSTED    1 1
 MD1009  NGVD 29 (??/??/92)  262.470  (m)          861.12   (f) SUPERSEDED  1 1
 MD1009
 MD1009.Superseded values are not recommended for survey control.
 MD1009
 MD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1009.See file dsdata.pdf to determine how the superseded data were derived.
 MD1009
 MD1009_MARKER: DD = SURVEY DISK
 MD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1009_STAMPING: F 17 KOSKO
 MD1009_MARK LOGO: INHD
 MD1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1009+STABILITY: SURFACE MOTION
 MD1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1009+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 MD1009
 MD1009  HISTORY     - Date     Condition        Report By
 MD1009  HISTORY     - UNK      MONUMENTED       INHD
 MD1009  HISTORY     - 1968     GOOD             CGS
 MD1009  HISTORY     - 1989     GOOD             USPSQD
 MD1009  HISTORY     - 1990     GOOD             USPSQD
 MD1009  HISTORY     - 19921008 GOOD             NGS
 MD1009  HISTORY     - 19971120 GOOD             USPSQD
 MD1009  HISTORY     - 20090527 GOOD             INDIV
 MD1009
 MD1009                          STATION DESCRIPTION
 MD1009
 MD1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1009'4.2 MI SE FROM WARSAW.
 MD1009'ABOUT 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1009'AT WARSAW, 279 1/2 FEET EAST OF THE CENTER OF THE INTERSECTION OF
 MD1009'COUNTY ROAD 325E AND THE WESTBOUND LANE OF THE HIGHWAY, 49 FEET
 MD1009'NORTHEAST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 MD1009'HIGHWAY, 49 FEET NORTHEAST OF THE CENTER LINE OF THE WESTBOUND
 MD1009'LANE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 MD1009'LINE, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 MD1009'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2
 MD1009'FEET ABOVE THE LEVEL OF THE GROUND.  IN SECTION 13, R 6 E, T 32 N.
 MD1009
 MD1009                          STATION RECOVERY (1989)
 MD1009
 MD1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (VJC)
 MD1009'RECOVERED IN GOOD CONDITION.
 MD1009
 MD1009                          STATION RECOVERY (1990)
 MD1009
 MD1009'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1009'RECOVERED IN GOOD CONDITION.
 MD1009
 MD1009                          STATION RECOVERY (1992)
 MD1009
 MD1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1009'3.0 KM (1.85 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD1009'IN WARSAW, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG SOUTH ARGONNE
 MD1009'ROAD, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG EAST CENTER STREET AND
 MD1009'U.S. HIGHWAY 30, 85.2 M (279.5 FT) SOUTHEAST OF THE CENTER OF COUNTY
 MD1009'ROAD 325 E, 15.1 M (49.5 FT) NORTHEAST OF AND LEVEL WITH THE
 MD1009'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) WEST
 MD1009'OF A RIGHT-OF-WAY MARKER, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST
 MD1009'AND FENCE, AND THE MONUMENT PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND
 MD1009'SURFACE.
 MD1009
 MD1009                          STATION RECOVERY (1997)
 MD1009
 MD1009'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1009'RECOVERED IN GOOD CONDITION.
 MD1009
 MD1009                          STATION RECOVERY (2009)
 MD1009
 MD1009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RCS)
 MD1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0131 ***********************************************************************
 ME0131  DESIGNATION -  F 171
 ME0131  PID         -  ME0131
 ME0131  STATE/COUNTY-  IN/ELKHART
 ME0131  COUNTRY     -  US
 ME0131  USGS QUAD   -  WAKARUSA (2019)
 ME0131
 ME0131                         *CURRENT SURVEY CONTROL
 ME0131  ______________________________________________________________________
 ME0131* NAD 83(1986) POSITION- 41 30 23.     (N) 086 00 07.     (W)   SCALED
 ME0131* NAVD 88 ORTHO HEIGHT -   262.060 (meters)      859.78  (feet) ADJUSTED
 ME0131  ______________________________________________________________________
 ME0131  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 ME0131  DYNAMIC HEIGHT  -        261.952 (meters)      859.42  (feet) COMP
 ME0131  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 ME0131
 ME0131  VERT ORDER      -  SECOND    CLASS 0
 ME0131
 ME0131.The horizontal coordinates were scaled from a map and have
 ME0131.an estimated accuracy of +/- 6 seconds.
 ME0131
 ME0131.The orthometric height was determined by differential leveling and
 ME0131.adjusted by the NATIONAL GEODETIC SURVEY
 ME0131.in June 1991.
 ME0131
 ME0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0131.GEOID18 height accuracy estimate available here.
 ME0131
 ME0131.Click photographs - Photos may exist for this station.
 ME0131
 ME0131.The dynamic height is computed by dividing the NAVD 88
 ME0131.geopotential number by the normal gravity value computed on the
 ME0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0131.degrees latitude (g = 980.6199 gals.).
 ME0131
 ME0131.The modeled gravity was interpolated from observed gravity values.
 ME0131
 ME0131;                    North         East    Units  Estimated Accuracy
 ME0131;SPC IN E     -   694,850.       72,010.      MT  (+/- 180 meters Scaled)
 ME0131
 ME0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL832954(NAD 83)
 ME0131
 ME0131                          SUPERSEDED SURVEY CONTROL
 ME0131
 ME0131  NGVD 29 (??/??/92)  262.180  (m)          860.17   (f) ADJ UNCH    2 0
 ME0131
 ME0131.Superseded values are not recommended for survey control.
 ME0131
 ME0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0131.See file dsdata.pdf to determine how the superseded data were derived.
 ME0131
 ME0131_MARKER: DB = BENCH MARK DISK
 ME0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0131_SP_SET: BRIDGE
 ME0131_STAMPING: F 171 1946
 ME0131_MARK LOGO: CGS
 ME0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0131
 ME0131  HISTORY     - Date     Condition        Report By
 ME0131  HISTORY     - 1946     MONUMENTED       CGS
 ME0131  HISTORY     - 1968     GOOD             CGS
 ME0131  HISTORY     - 19950914 GOOD             USPSQD
 ME0131
 ME0131                          STATION DESCRIPTION
 ME0131
 ME0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0131'4.2 MI N FROM NAPPANEE.
 ME0131'ABOUT 4.25 MILES NORTH ALONG S.R. 19 FROM THE PUBLIC LIBRARY
 ME0131'AT NAPPANEE ABOUT 200 FT. SOUTH OF THE JUNC. OF S.R. 119 LEADING
 ME0131'EAST, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 ME0131'WINGWALL OF A 10 FT. CONC. BRIDGE OVER A DITCH.  23 FT. WEST
 ME0131'OF THE C/L OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 ME0131'1 FT. NORTH OF A STEEL WITNESS POST.
 ME0131
 ME0131                          STATION RECOVERY (1995)
 ME0131
 ME0131'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1207 ***********************************************************************
 MD1207  DESIGNATION -  F 172
 MD1207  PID         -  MD1207
 MD1207  STATE/COUNTY-  IN/KOSCIUSKO
 MD1207  COUNTRY     -  US
 MD1207  USGS QUAD   -  ATWOOD (2019)
 MD1207
 MD1207                         *CURRENT SURVEY CONTROL
 MD1207  ______________________________________________________________________
 MD1207* NAD 83(1986) POSITION- 41 21 43.     (N) 085 55 43.     (W)   SCALED
 MD1207* NAVD 88 ORTHO HEIGHT -   255.815 (meters)      839.29  (feet) ADJUSTED
 MD1207  ______________________________________________________________________
 MD1207  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 MD1207  DYNAMIC HEIGHT  -        255.712 (meters)      838.95  (feet) COMP
 MD1207  MODELED GRAVITY -    980,215.3   (mgal)                       NAVD 88
 MD1207
 MD1207  VERT ORDER      -  SECOND    CLASS 0
 MD1207
 MD1207.The horizontal coordinates were scaled from a map and have
 MD1207.an estimated accuracy of +/- 6 seconds.
 MD1207
 MD1207.The orthometric height was determined by differential leveling and
 MD1207.adjusted by the NATIONAL GEODETIC SURVEY
 MD1207.in June 1991.
 MD1207
 MD1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1207.GEOID18 height accuracy estimate available here.
 MD1207
 MD1207.Click photographs - Photos may exist for this station.
 MD1207
 MD1207.The dynamic height is computed by dividing the NAVD 88
 MD1207.geopotential number by the normal gravity value computed on the
 MD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1207.degrees latitude (g = 980.6199 gals.).
 MD1207
 MD1207.The modeled gravity was interpolated from observed gravity values.
 MD1207
 MD1207;                    North         East    Units  Estimated Accuracy
 MD1207;SPC IN E     -   678,790.       78,080.      MT  (+/- 180 meters Scaled)
 MD1207
 MD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL896794(NAD 83)
 MD1207
 MD1207                          SUPERSEDED SURVEY CONTROL
 MD1207
 MD1207  NGVD 29 (??/??/92)  255.945  (m)          839.71   (f) ADJ UNCH    2 0
 MD1207
 MD1207.Superseded values are not recommended for survey control.
 MD1207
 MD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1207.See file dsdata.pdf to determine how the superseded data were derived.
 MD1207
 MD1207_MARKER: DB = BENCH MARK DISK
 MD1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1207_SP_SET: BUILDING
 MD1207_STAMPING: F 172 1946
 MD1207_MARK LOGO: CGS
 MD1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1207
 MD1207  HISTORY     - Date     Condition        Report By
 MD1207  HISTORY     - 1946     MONUMENTED       CGS
 MD1207  HISTORY     - 1978     GOOD             LOCSUR
 MD1207  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1207  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1207  HISTORY     - 19960530 MARK NOT FOUND   USPSQD
 MD1207
 MD1207                          STATION DESCRIPTION
 MD1207
 MD1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1207'7 MI SW FROM MILFORD.
 MD1207'3.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE VAN-BUREN
 MD1207'TOWNSHIP SCHOOL AT MILFORD, THENCE ABOUT 3.8 MILES WEST ALONG
 MD1207'A BLACK-TOP ROAD, IN THE NORTHWEST QUARTER OF A CROSSROADS
 MD1207'WITH BLACK-TOP ROADS LEADING NORTH, EAST AND WEST AND A GRAVEL
 MD1207'ROAD LEADING SOUTH, AT THE CARIS SCHOOL (DISTRICT 8, JEFFERSON
 MD1207'TOWNSHIP), IN THE SOUTH BRICK WALL, 1.1 FEET WEST OF THE
 MD1207'SOUTHEAST CORNER, 3.4 FEET ABOVE THE GROUND, AND 3 INCHES ABOVE
 MD1207'THE TOP OF THE STONE FOUNDATION.  NOTE-- THIS BENCH MARK MAY
 MD1207'BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 MD1207'HIGHWAY 19 AT NAPPANEE BY GOING ABOUT 5.5 MILES SOUTH ALONG STATE
 MD1207'HIGHWAY 19 AND THENCE ABOUT 3.7 MILES EAST ALONG A BLACK-TOP
 MD1207'ROAD.
 MD1207
 MD1207                          STATION RECOVERY (1978)
 MD1207
 MD1207'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 MD1207'RECOVERED IN GOOD CONDITION.
 MD1207
 MD1207                          STATION RECOVERY (1989)
 MD1207
 MD1207'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 MD1207'MARK NOT FOUND.
 MD1207
 MD1207                          STATION RECOVERY (1990)
 MD1207
 MD1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1207'MARK NOT FOUND.
 MD1207
 MD1207                          STATION RECOVERY (1996)
 MD1207
 MD1207'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1839 ***********************************************************************
 LA1839  DESIGNATION -  F 173
 LA1839  PID         -  LA1839
 LA1839  STATE/COUNTY-  IN/WABASH
 LA1839  COUNTRY     -  US
 LA1839  USGS QUAD   -  SOMERSET (2019)
 LA1839
 LA1839                         *CURRENT SURVEY CONTROL
 LA1839  ______________________________________________________________________
 LA1839* NAD 83(1986) POSITION- 40 41 40.5    (N) 085 49 37.5    (W)   HD_HELD2
 LA1839* NAVD 88 ORTHO HEIGHT -   242.009 (meters)      793.99  (feet) ADJUSTED
 LA1839  ______________________________________________________________________
 LA1839  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LA1839  DYNAMIC HEIGHT  -        241.890 (meters)      793.60  (feet) COMP
 LA1839  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 LA1839
 LA1839  VERT ORDER      -  SECOND    CLASS 0
 LA1839
 LA1839.The horizontal coordinates were established by autonomous hand held GPS
 LA1839.observations and have an estimated accuracy of +/- 10 meters.
 LA1839
 LA1839.The orthometric height was determined by differential leveling and
 LA1839.adjusted by the NATIONAL GEODETIC SURVEY
 LA1839.in June 1991.
 LA1839
 LA1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1839.GEOID18 height accuracy estimate available here.
 LA1839
 LA1839.Click photographs - Photos may exist for this station.
 LA1839
 LA1839.The dynamic height is computed by dividing the NAVD 88
 LA1839.geopotential number by the normal gravity value computed on the
 LA1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1839.degrees latitude (g = 980.6199 gals.).
 LA1839
 LA1839.The modeled gravity was interpolated from observed gravity values.
 LA1839
 LA1839;                    North         East    Units  Estimated Accuracy
 LA1839;SPC IN E     -   604,655.       86,442.      MT  (+/- 10 meters HH2 GPS)
 LA1839
 LA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9909905515(NAD 83)
 LA1839
 LA1839                          SUPERSEDED SURVEY CONTROL
 LA1839
 LA1839  NGVD 29 (??/??/92)  242.135  (m)          794.40   (f) ADJ UNCH    2 0
 LA1839
 LA1839.Superseded values are not recommended for survey control.
 LA1839
 LA1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1839.See file dsdata.pdf to determine how the superseded data were derived.
 LA1839
 LA1839_MARKER: DB = BENCH MARK DISK
 LA1839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1839_SP_SET: BUILDING
 LA1839_STAMPING: F 173 1946
 LA1839_MARK LOGO: CGS
 LA1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1839
 LA1839  HISTORY     - Date     Condition        Report By
 LA1839  HISTORY     - 1946     MONUMENTED       CGS
 LA1839  HISTORY     - 1962     GOOD             CGS
 LA1839
 LA1839                          STATION DESCRIPTION
 LA1839
 LA1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1839'1.8 MI N FROM VERNON.
 LA1839'ABOUT 1.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1839'AT MOUNT VERNON, AT THE CHURCH OF THE BRETHREN, SET VERTICALLY
 LA1839'IN THE WEST FACE OF THE BRICK WALL OF THE CHURCH, 2.7 FEET NORTH
 LA1839'OF THE SOUTHWEST CORNER, 2.7 FEET ABOVE THE GROUND.
 LA1839
 LA1839                          STATION RECOVERY (1962)
 LA1839
 LA1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1625 ***********************************************************************
 LA1625  DESIGNATION -  F 174
 LA1625  PID         -  LA1625
 LA1625  STATE/COUNTY-  IN/WABASH
 LA1625  COUNTRY     -  US
 LA1625  USGS QUAD   -  LA FONTAINE (2019)
 LA1625
 LA1625                         *CURRENT SURVEY CONTROL
 LA1625  ______________________________________________________________________
 LA1625* NAD 83(1986) POSITION- 40 41 18.     (N) 085 44 27.     (W)   SCALED
 LA1625* NAVD 88 ORTHO HEIGHT -   247.635 (meters)      812.45  (feet) ADJUSTED
 LA1625  ______________________________________________________________________
 LA1625  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1625  DYNAMIC HEIGHT  -        247.513 (meters)      812.05  (feet) COMP
 LA1625  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 LA1625
 LA1625  VERT ORDER      -  FIRST     CLASS II
 LA1625
 LA1625.The horizontal coordinates were scaled from a map and have
 LA1625.an estimated accuracy of +/- 6 seconds.
 LA1625
 LA1625.The orthometric height was determined by differential leveling and
 LA1625.adjusted by the NATIONAL GEODETIC SURVEY
 LA1625.in June 1991.
 LA1625
 LA1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1625.GEOID18 height accuracy estimate available here.
 LA1625
 LA1625.Click photographs - Photos may exist for this station.
 LA1625
 LA1625.The dynamic height is computed by dividing the NAVD 88
 LA1625.geopotential number by the normal gravity value computed on the
 LA1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1625.degrees latitude (g = 980.6199 gals.).
 LA1625
 LA1625.The modeled gravity was interpolated from observed gravity values.
 LA1625
 LA1625;                    North         East    Units  Estimated Accuracy
 LA1625;SPC IN E     -   603,950.       93,730.      MT  (+/- 180 meters Scaled)
 LA1625
 LA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL063049(NAD 83)
 LA1625
 LA1625                          SUPERSEDED SURVEY CONTROL
 LA1625
 LA1625  NGVD 29 (??/??/92)  247.763  (m)          812.87   (f) ADJ UNCH    1 2
 LA1625
 LA1625.Superseded values are not recommended for survey control.
 LA1625
 LA1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1625.See file dsdata.pdf to determine how the superseded data were derived.
 LA1625
 LA1625_MARKER: DB = BENCH MARK DISK
 LA1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1625_STAMPING: F 174 1946
 LA1625_MARK LOGO: CGS
 LA1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1625+STABILITY: SURFACE MOTION
 LA1625
 LA1625  HISTORY     - Date     Condition        Report By
 LA1625  HISTORY     - 1946     MONUMENTED       CGS
 LA1625  HISTORY     - 1962     GOOD             CGS
 LA1625
 LA1625                          STATION DESCRIPTION
 LA1625
 LA1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1625'1.2 MI NW FROM LA FONTAINE.
 LA1625'ABOUT 1.2 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1625'FROM THE STATION AT LA FONTAINE, AT A GRAVEL ROAD CROSSING, 131
 LA1625'FEET EAST AND ACROSS THE TRACK FROM POLE 122/15, 49 FEET SOUTHEAST
 LA1625'OF POWER POLE NO. 110-188, 31 FEET NORTHEAST OF THE NORTHEAST
 LA1625'RAIL OF THE TRACK, 24 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LA1625'ROAD, 10.5 FEET NORTHWEST OF A CONCRETE FENCE CORNER POST, 1
 LA1625'FOOT SOUTHWEST OF THE FENCE LINE, ABOUT LEVEL WITH THE TRACK,
 LA1625'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1625
 LA1625                          STATION RECOVERY (1962)
 LA1625
 LA1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1783 ***********************************************************************
 LA1783  DESIGNATION -  F 175
 LA1783  PID         -  LA1783
 LA1783  STATE/COUNTY-  IN/MIAMI
 LA1783  COUNTRY     -  US
 LA1783  USGS QUAD   -  PEORIA (2019)
 LA1783
 LA1783                         *CURRENT SURVEY CONTROL
 LA1783  ______________________________________________________________________
 LA1783* NAD 83(1986) POSITION- 40 42 55.     (N) 085 56 36.     (W)   SCALED
 LA1783* NAVD 88 ORTHO HEIGHT -   207.467 (meters)      680.66  (feet) ADJUSTED
 LA1783  ______________________________________________________________________
 LA1783  GEOID HEIGHT    -        -34.305 (meters)                     GEOID18
 LA1783  DYNAMIC HEIGHT  -        207.366 (meters)      680.33  (feet) COMP
 LA1783  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 LA1783
 LA1783  VERT ORDER      -  SECOND    CLASS 0
 LA1783
 LA1783.The horizontal coordinates were scaled from a map and have
 LA1783.an estimated accuracy of +/- 6 seconds.
 LA1783
 LA1783.The orthometric height was determined by differential leveling and
 LA1783.adjusted by the NATIONAL GEODETIC SURVEY
 LA1783.in June 1991.
 LA1783
 LA1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1783.GEOID18 height accuracy estimate available here.
 LA1783
 LA1783.Click photographs - Photos may exist for this station.
 LA1783
 LA1783.The dynamic height is computed by dividing the NAVD 88
 LA1783.geopotential number by the normal gravity value computed on the
 LA1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1783.degrees latitude (g = 980.6199 gals.).
 LA1783
 LA1783.The modeled gravity was interpolated from observed gravity values.
 LA1783
 LA1783;                    North         East    Units  Estimated Accuracy
 LA1783;SPC IN E     -   606,980.       76,620.      MT  (+/- 180 meters Scaled)
 LA1783
 LA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL892076(NAD 83)
 LA1783
 LA1783                          SUPERSEDED SURVEY CONTROL
 LA1783
 LA1783  NGVD 29 (??/??/92)  207.592  (m)          681.07   (f) ADJ UNCH    2 0
 LA1783
 LA1783.Superseded values are not recommended for survey control.
 LA1783
 LA1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1783.See file dsdata.pdf to determine how the superseded data were derived.
 LA1783
 LA1783_MARKER: DB = BENCH MARK DISK
 LA1783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1783_SP_SET: CULVERT HEADWALL
 LA1783_STAMPING: F 175 1946
 LA1783_MARK LOGO: CGS
 LA1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1783+STABILITY: SURFACE MOTION
 LA1783
 LA1783  HISTORY     - Date     Condition        Report By
 LA1783  HISTORY     - 1946     MONUMENTED       CGS
 LA1783
 LA1783                          STATION DESCRIPTION
 LA1783
 LA1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1783'0.8 MI SE FROM PEORIA.
 LA1783'ABOUT 0.85 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1783'THE BENDERS STORE AT PEORIA, ABOUT 0.2 MILE NORTHWEST OF THE
 LA1783'JUNCTION OF A ROAD LEADING SOUTH, ABOUT 100 YARDS EAST OF A
 LA1783'WHITE FARM HOUSE, SET IN THE CENTER OF THE TOP OF THE SOUTH
 LA1783'HEAD WALL OF A 3 FOOT CONCRETE ARCH CULVERT, 144 FEET EAST OF
 LA1783'POWER POLE NO. 243, 11.5 FEET SOUTH OF THE CENTER LINE OF THE
 LA1783'TRAIL, AND ABOUT 1.5 FOOT ABOVE THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0353 ***********************************************************************
 ME0353  DESIGNATION -  F 176
 ME0353  PID         -  ME0353
 ME0353  STATE/COUNTY-  IN/FULTON
 ME0353  COUNTRY     -  US
 ME0353  USGS QUAD   -  ARGOS (2019)
 ME0353
 ME0353                         *CURRENT SURVEY CONTROL
 ME0353  ______________________________________________________________________
 ME0353* NAD 83(1986) POSITION- 41 10 16.52   (N) 086 13 43.49   (W)   HD_HELD1
 ME0353* NAVD 88 ORTHO HEIGHT -   268.579 (meters)      881.16  (feet) ADJUSTED
 ME0353  ______________________________________________________________________
 ME0353  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME0353  DYNAMIC HEIGHT  -        268.465 (meters)      880.79  (feet) COMP
 ME0353  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME0353
 ME0353  VERT ORDER      -  SECOND    CLASS 0
 ME0353
 ME0353.The horizontal coordinates were determined by differentially corrected
 ME0353.hand held GPS observations or other comparable positioning techniques
 ME0353.and have an estimated accuracy of +/- 3 meters.
 ME0353
 ME0353.The orthometric height was determined by differential leveling and
 ME0353.adjusted by the NATIONAL GEODETIC SURVEY
 ME0353.in June 1991.
 ME0353
 ME0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0353.GEOID18 height accuracy estimate available here.
 ME0353
 ME0353.Click photographs - Photos may exist for this station.
 ME0353
 ME0353.The dynamic height is computed by dividing the NAVD 88
 ME0353.geopotential number by the normal gravity value computed on the
 ME0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0353.degrees latitude (g = 980.6199 gals.).
 ME0353
 ME0353.The modeled gravity was interpolated from observed gravity values.
 ME0353
 ME0353;                    North         East    Units  Estimated Accuracy
 ME0353;SPC IN E     -   657,728.8      52,833.3     MT  (+/- 3 meters HH1 GPS) 
 ME0353
 ME0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6469558054(NAD 83)
 ME0353
 ME0353                          SUPERSEDED SURVEY CONTROL
 ME0353
 ME0353  NGVD 29 (??/??/92)  268.696  (m)          881.55   (f) ADJ UNCH    2 0
 ME0353
 ME0353.Superseded values are not recommended for survey control.
 ME0353
 ME0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0353.See file dsdata.pdf to determine how the superseded data were derived.
 ME0353
 ME0353_MARKER: DB = BENCH MARK DISK
 ME0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0353_STAMPING: F 176 1946
 ME0353_MARK LOGO: CGS
 ME0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0353+STABILITY: SURFACE MOTION
 ME0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0353+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2016
 ME0353
 ME0353  HISTORY     - Date     Condition        Report By
 ME0353  HISTORY     - 1946     MONUMENTED       CGS
 ME0353  HISTORY     - 1984     GOOD             USPSQD
 ME0353  HISTORY     - 1987     GOOD             USPSQD
 ME0353  HISTORY     - 20160719 GOOD             INDOT
 ME0353
 ME0353                          STATION DESCRIPTION
 ME0353
 ME0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0353'10.4 MI W FROM MENTONE.
 ME0353'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST CHURCH
 ME0353'AT MENTONE, THENCE 5.9 MILES WEST ALONG THE MARSHALL-FULTON COUNTY
 ME0353'LINE ROAD, AT THE JUNCTION WITH U.S. HIGHWAY 31 AND STATE HIGHWAY
 ME0353'110, IN THE SOUTHEAST QUARTER OF THE JUNCTION, 181 FEET SOUTH
 ME0353'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 48 FEET EAST OF THE
 ME0353'CENTER LINE OF HIGHWAY 31, 118 FEET SOUTH OF THE SOUTHWEST CORNER
 ME0353'OF A GULF SERVICE STATION, 6.5 FEET SOUTHEAST OF HIGH-TNESION
 ME0353'POWER LINE POLE NUMBER 34KV/252, 3.5 FEET SOUTH OF A VERTICAL
 ME0353'RAIL FENCE POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME0353'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 ME0353'CONCRETE POST PROJECTING ABOUT 6 INCHES.  THIS MARK IS 7.05 MILES
 ME0353'NORTHWEST OF THE COURT HOUSE AT ROCHESTER AND 4.55 MILES SOUTHEAST
 ME0353'OF THE SCHOOL AT ARGOS ALONG U.S. HIGHWAY 31, AND ALSO MAY BE
 ME0353'REACHED FROM THE PENNSYLVANIA RAILROAD STATION AT DELONG, FULTON
 ME0353'COUNTY, BY GOING NORTH ALONG THE RAILROAD FOR ABOUT 2.5 MILES
 ME0353'THENCE EAST ALONG STATE HIGHWAY 110 FOR 9.8 MILES TO THE SITE
 ME0353'OF THE MARK.
 ME0353
 ME0353                          STATION RECOVERY (1984)
 ME0353
 ME0353'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0353'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0353'CHURCH IN MENTONE, THENCE 5.9 MILES WEST ALONG STATE HIGHWAY 110
 ME0353'(COUNTY LINE ROAD): AT THE JUNCTION OF MICHIGAN ROAD (OLD U.S.
 ME0353'HIGHWAY 31) AND STATE HIGHWAY 110, IN THE SOUTHEAST QUARTER OF THE
 ME0353'JUNCTION, 187 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 110, 47 FEET
 ME0353'EAST OF THE CENTERLINE OF MICHIGAN ROAD, 9 FEET NORTH OF A
 ME0353'HIGH-TENSION POWER POLE NUMBER 69 KV 586, 3.5 FEET SOUTH OF A
 ME0353'VERTICAL RAIL FENCE POST, 1.25 FEET WEST OF THE FENCE LINE, 1 FOOT
 ME0353'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRET POST
 ME0353'PROJECTING ABOUT 6 INCHES.
 ME0353
 ME0353                          STATION RECOVERY (1987)
 ME0353
 ME0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0353'RECOVERED IN GOOD CONDITION.
 ME0353
 ME0353                          STATION RECOVERY (2016)
 ME0353
 ME0353'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DLF)
 ME0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0447 ***********************************************************************
 ME0447  DESIGNATION -  F 177
 ME0447  PID         -  ME0447
 ME0447  STATE/COUNTY-  IN/FULTON
 ME0447  COUNTRY     -  US
 ME0447  USGS QUAD   -  ROCHESTER (2019)
 ME0447
 ME0447                         *CURRENT SURVEY CONTROL
 ME0447  ______________________________________________________________________
 ME0447* NAD 83(1986) POSITION- 41 03 15.     (N) 086 07 51.     (W)   SCALED
 ME0447* NAVD 88 ORTHO HEIGHT -   244.321 (meters)      801.58  (feet) ADJUSTED
 ME0447  ______________________________________________________________________
 ME0447  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 ME0447  DYNAMIC HEIGHT  -        244.213 (meters)      801.22  (feet) COMP
 ME0447  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 ME0447
 ME0447  VERT ORDER      -  SECOND    CLASS 0
 ME0447
 ME0447.The horizontal coordinates were scaled from a map and have
 ME0447.an estimated accuracy of +/- 6 seconds.
 ME0447
 ME0447.The orthometric height was determined by differential leveling and
 ME0447.adjusted by the NATIONAL GEODETIC SURVEY
 ME0447.in June 1991.
 ME0447
 ME0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0447.GEOID18 height accuracy estimate available here.
 ME0447
 ME0447.Click photographs - Photos may exist for this station.
 ME0447
 ME0447.The dynamic height is computed by dividing the NAVD 88
 ME0447.geopotential number by the normal gravity value computed on the
 ME0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0447.degrees latitude (g = 980.6199 gals.).
 ME0447
 ME0447.The modeled gravity was interpolated from observed gravity values.
 ME0447
 ME0447;                    North         East    Units  Estimated Accuracy
 ME0447;SPC IN E     -   644,680.       60,980.      MT  (+/- 180 meters Scaled)
 ME0447
 ME0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL730451(NAD 83)
 ME0447
 ME0447                          SUPERSEDED SURVEY CONTROL
 ME0447
 ME0447  NGVD 29 (??/??/92)  244.443  (m)          801.98   (f) ADJ UNCH    2 0
 ME0447
 ME0447.Superseded values are not recommended for survey control.
 ME0447
 ME0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0447.See file dsdata.pdf to determine how the superseded data were derived.
 ME0447
 ME0447_MARKER: DB = BENCH MARK DISK
 ME0447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0447_SP_SET: CULVERT HEADWALL
 ME0447_STAMPING: F 177 1946
 ME0447_MARK LOGO: CGS
 ME0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0447+STABILITY: SURFACE MOTION
 ME0447
 ME0447  HISTORY     - Date     Condition        Report By
 ME0447  HISTORY     - 1946     MONUMENTED       CGS
 ME0447  HISTORY     - 1990     GOOD             USPSQD
 ME0447
 ME0447                          STATION DESCRIPTION
 ME0447
 ME0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0447'0.3 MI W FROM ATHENS.
 ME0447'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME0447'AT ATHENS, ABOUT 0.15 MILE WEST OF THE ATHENS CITY LIMIT SIGN,
 ME0447'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 ME0447'OF A 14-INCH CONCRETE PIPE CULVERT ACROSS THE HIGHWAY FROM
 ME0447'DEARDORFFS RESIDENCE, 20 FEET NORTH OF THE CENTER LINE OF THE
 ME0447'HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT 1
 ME0447'FOOT BELOW HIGHWAY LEVEL.
 ME0447
 ME0447                          STATION RECOVERY (1990)
 ME0447
 ME0447'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1692 ***********************************************************************
 LA1692  DESIGNATION -  F 178
 LA1692  PID         -  LA1692
 LA1692  STATE/COUNTY-  IN/WABASH
 LA1692  COUNTRY     -  US
 LA1692  USGS QUAD   -  ROANN (2019)
 LA1692
 LA1692                         *CURRENT SURVEY CONTROL
 LA1692  ______________________________________________________________________
 LA1692* NAD 83(1986) POSITION- 40 56 26.     (N) 085 53 26.     (W)   SCALED
 LA1692* NAVD 88 ORTHO HEIGHT -   226.348 (meters)      742.61  (feet) ADJUSTED
 LA1692  ______________________________________________________________________
 LA1692  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 LA1692  DYNAMIC HEIGHT  -        226.243 (meters)      742.27  (feet) COMP
 LA1692  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 LA1692
 LA1692  VERT ORDER      -  SECOND    CLASS 0
 LA1692
 LA1692.The horizontal coordinates were scaled from a map and have
 LA1692.an estimated accuracy of +/- 6 seconds.
 LA1692
 LA1692.The orthometric height was determined by differential leveling and
 LA1692.adjusted by the NATIONAL GEODETIC SURVEY
 LA1692.in June 1991.
 LA1692
 LA1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1692.GEOID18 height accuracy estimate available here.
 LA1692
 LA1692.Click photographs - Photos may exist for this station.
 LA1692
 LA1692.The dynamic height is computed by dividing the NAVD 88
 LA1692.geopotential number by the normal gravity value computed on the
 LA1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1692.degrees latitude (g = 980.6199 gals.).
 LA1692
 LA1692.The modeled gravity was interpolated from observed gravity values.
 LA1692
 LA1692;                    North         East    Units  Estimated Accuracy
 LA1692;SPC IN E     -   631,980.       81,150.      MT  (+/- 180 meters Scaled)
 LA1692
 LA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933327(NAD 83)
 LA1692
 LA1692                          SUPERSEDED SURVEY CONTROL
 LA1692
 LA1692  NGVD 29 (??/??/92)  226.472  (m)          743.02   (f) ADJ UNCH    2 0
 LA1692
 LA1692.Superseded values are not recommended for survey control.
 LA1692
 LA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1692.See file dsdata.pdf to determine how the superseded data were derived.
 LA1692
 LA1692_MARKER: DB = BENCH MARK DISK
 LA1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1692_STAMPING: F 178 1946
 LA1692_MARK LOGO: CGS
 LA1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1692+STABILITY: SURFACE MOTION
 LA1692
 LA1692  HISTORY     - Date     Condition        Report By
 LA1692  HISTORY     - 1946     MONUMENTED       CGS
 LA1692
 LA1692                          STATION DESCRIPTION
 LA1692
 LA1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1692'9 MI S FROM SILVER LAKE.
 LA1692'ABOUT 9.05 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST
 LA1692'OFFICE AT SILVER LAKE, ABOUT 0.55 MILE SOUTH OF THE EEL RIVER
 LA1692'BRIDGE, 0.15 MILE SOUTH OF THE JUNCTION WITH A GRAVEL ROAD EAST,
 LA1692'AT A DRIVEWAY LEADING TO A WHITE FARM HOUSE ON THE EAST SIDE OF
 LA1692'THE HIGHWAY, 248 FEET SOUTHWEST OF A LARGE RED SILO, 38 FEET
 LA1692'EAST OF THE CENTER LINE OF THE HIGHWAY, 86.5 FEET NORTH OF A
 LA1692'TELEPHONE LINE POLE, 17 FEET SOUTH OF THE CENTER LINE OF THE
 LA1692'DRIVEWAY, 3.5 FEET SOUTH OF A STEEL CORNER POST, 0.5 FOOT ABOVE
 LA1692'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1692'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0454 ***********************************************************************
 ME0454  DESIGNATION -  F 179
 ME0454  PID         -  ME0454
 ME0454  STATE/COUNTY-  IN/FULTON
 ME0454  COUNTRY     -  US
 ME0454  USGS QUAD   -  ROCHESTER (2019)
 ME0454
 ME0454                         *CURRENT SURVEY CONTROL
 ME0454  ______________________________________________________________________
 ME0454* NAD 83(1986) POSITION- 41 03 14.     (N) 086 13 30.     (W)   SCALED
 ME0454* NAVD 88 ORTHO HEIGHT -   238.114 (meters)      781.21  (feet) ADJUSTED
 ME0454  ______________________________________________________________________
 ME0454  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 ME0454  DYNAMIC HEIGHT  -        238.011 (meters)      780.87  (feet) COMP
 ME0454  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 ME0454
 ME0454  VERT ORDER      -  SECOND    CLASS 0
 ME0454
 ME0454.The horizontal coordinates were scaled from a map and have
 ME0454.an estimated accuracy of +/- 6 seconds.
 ME0454
 ME0454.The orthometric height was determined by differential leveling and
 ME0454.adjusted by the NATIONAL GEODETIC SURVEY
 ME0454.in June 1991.
 ME0454
 ME0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0454.GEOID18 height accuracy estimate available here.
 ME0454
 ME0454.Click photographs - Photos may exist for this station.
 ME0454
 ME0454.The dynamic height is computed by dividing the NAVD 88
 ME0454.geopotential number by the normal gravity value computed on the
 ME0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0454.degrees latitude (g = 980.6199 gals.).
 ME0454
 ME0454.The modeled gravity was interpolated from observed gravity values.
 ME0454
 ME0454;                    North         East    Units  Estimated Accuracy
 ME0454;SPC IN E     -   644,690.       53,060.      MT  (+/- 180 meters Scaled)
 ME0454
 ME0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL651450(NAD 83)
 ME0454
 ME0454                          SUPERSEDED SURVEY CONTROL
 ME0454
 ME0454  NGVD 29 (??/??/92)  238.237  (m)          781.62   (f) ADJ UNCH    2 0
 ME0454
 ME0454.Superseded values are not recommended for survey control.
 ME0454
 ME0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0454.See file dsdata.pdf to determine how the superseded data were derived.
 ME0454
 ME0454_MARKER: DB = BENCH MARK DISK
 ME0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0454_SP_SET: CULVERT HEADWALL
 ME0454_STAMPING: F 179 1946
 ME0454_MARK LOGO: CGS
 ME0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0454+STABILITY: SURFACE MOTION
 ME0454
 ME0454  HISTORY     - Date     Condition        Report By
 ME0454  HISTORY     - 1946     MONUMENTED       CGS
 ME0454  HISTORY     - 1960     MARK NOT FOUND   CGS
 ME0454  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0454
 ME0454                          STATION DESCRIPTION
 ME0454
 ME0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0454'1.1 MI SW FROM ROCHESTER.
 ME0454'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT
 ME0454'HOUSE AT ROCHESTER, THENCE ABOUT 0.4 MILE WEST ALONG STATE
 ME0454'HIGHWAY 14, 209 FEET SOUTHWEST OF THE SOUTH CORNER OF A GARAGE,
 ME0454'AT A CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING WEST AND
 ME0454'NORTHEAST, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 ME0454'CONCRETE HEAD WALL OF A 14 INCH PIPE CULVERT, 172 FEET EAST OF
 ME0454'THE PROLONGED CENTER LINE OF A ROAD LEADING NORTH, 22 FEET SOUTHEAST
 ME0454'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET BELOW THE
 ME0454'HIGHWAY.
 ME0454
 ME0454                          STATION RECOVERY (1960)
 ME0454
 ME0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0454'MARK NOT FOUND.
 ME0454
 ME0454                          STATION RECOVERY (1990)
 ME0454
 ME0454'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1005 ***********************************************************************
 MD1005  DESIGNATION -  F 18
 MD1005  PID         -  MD1005
 MD1005  STATE/COUNTY-  IN/KOSCIUSKO
 MD1005  COUNTRY     -  US
 MD1005  USGS QUAD   -  PIERCETON (2019)
 MD1005
 MD1005                         *CURRENT SURVEY CONTROL
 MD1005  ______________________________________________________________________
 MD1005* NAD 83(1986) POSITION- 41 12 40.     (N) 085 44 31.     (W)   SCALED
 MD1005* NAVD 88 ORTHO HEIGHT -   271.559 (meters)      890.94  (feet) ADJUSTED
 MD1005  ______________________________________________________________________
 MD1005  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 MD1005  DYNAMIC HEIGHT  -        271.444 (meters)      890.56  (feet) COMP
 MD1005  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 MD1005
 MD1005  VERT ORDER      -  FIRST     CLASS I
 MD1005
 MD1005.The horizontal coordinates were scaled from a map and have
 MD1005.an estimated accuracy of +/- 6 seconds.
 MD1005
 MD1005.The orthometric height was determined by differential leveling and
 MD1005.adjusted by the NATIONAL GEODETIC SURVEY
 MD1005.in June 1991.
 MD1005
 MD1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1005.GEOID18 height accuracy estimate available here.
 MD1005
 MD1005.Click photographs - Photos may exist for this station.
 MD1005
 MD1005.The dynamic height is computed by dividing the NAVD 88
 MD1005.geopotential number by the normal gravity value computed on the
 MD1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1005.degrees latitude (g = 980.6199 gals.).
 MD1005
 MD1005.The modeled gravity was interpolated from observed gravity values.
 MD1005
 MD1005;                    North         East    Units  Estimated Accuracy
 MD1005;SPC IN E     -   662,010.       93,690.      MT  (+/- 180 meters Scaled)
 MD1005
 MD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL054629(NAD 83)
 MD1005
 MD1005                          SUPERSEDED SURVEY CONTROL
 MD1005
 MD1005  NGVD 29 (??/??/92)  271.696  (m)          891.39   (f) ADJ UNCH    1 1
 MD1005
 MD1005.Superseded values are not recommended for survey control.
 MD1005
 MD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1005.See file dsdata.pdf to determine how the superseded data were derived.
 MD1005
 MD1005_MARKER: DD = SURVEY DISK
 MD1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1005_STAMPING: F 18 KOSKO
 MD1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1005+STABILITY: SURFACE MOTION
 MD1005
 MD1005  HISTORY     - Date     Condition        Report By
 MD1005  HISTORY     - UNK      MONUMENTED       INHD
 MD1005  HISTORY     - 1968     GOOD             CGS
 MD1005  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1005  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1005
 MD1005                          STATION DESCRIPTION
 MD1005
 MD1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1005'2 MI NW FROM PIERCETON.
 MD1005'ABOUT 2.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1005'THE CROSSING OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.3 MILE
 MD1005'SOUTHEAST OF MILEPOST 353, NEAR A COUNTY ROAD CROSSING, ABOUT
 MD1005'78 YARDS NORTHEAST OF AND ACROSS U.S. HIGHWAY 30 FROM THE TRACKS,
 MD1005'ON THE TOP OF AN 8-FOOT HIGH CUT, 140 FEET NORTH OF THE CENTER
 MD1005'OF THE INTERSECTION OF THE COUNTY ROAD AND THE WESTBOUND LANE OF
 MD1005'THE HIGHWAY, 49 FEET NORTHEAST OF THE CENTER LINE OF THE WESTBOUND
 MD1005'LANE OF THE HIGHWAY, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 MD1005'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE
 MD1005'LEVEL OF THE GROUND.  IN SECTION 20, R 7 E, T 32 N.
 MD1005
 MD1005                          STATION RECOVERY (1990)
 MD1005
 MD1005'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1005'MARK NOT FOUND.
 MD1005
 MD1005                          STATION RECOVERY (1992)
 MD1005
 MD1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1005'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1683 ***********************************************************************
 LA1683  DESIGNATION -  F 180
 LA1683  PID         -  LA1683
 LA1683  STATE/COUNTY-  IN/WABASH
 LA1683  COUNTRY     -  US
 LA1683  USGS QUAD   -  ROANN (2019)
 LA1683
 LA1683                         *CURRENT SURVEY CONTROL
 LA1683  ______________________________________________________________________
 LA1683* NAD 83(1986) POSITION- 40 54 47.     (N) 085 55 28.     (W)   SCALED
 LA1683* NAVD 88 ORTHO HEIGHT -   224.176 (meters)      735.48  (feet) ADJUSTED
 LA1683  ______________________________________________________________________
 LA1683  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LA1683  DYNAMIC HEIGHT  -        224.072 (meters)      735.14  (feet) COMP
 LA1683  MODELED GRAVITY -    980,154.2   (mgal)                       NAVD 88
 LA1683
 LA1683  VERT ORDER      -  SECOND    CLASS 0
 LA1683
 LA1683.The horizontal coordinates were scaled from a map and have
 LA1683.an estimated accuracy of +/- 6 seconds.
 LA1683
 LA1683.The orthometric height was determined by differential leveling and
 LA1683.adjusted by the NATIONAL GEODETIC SURVEY
 LA1683.in June 1991.
 LA1683
 LA1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1683.GEOID18 height accuracy estimate available here.
 LA1683
 LA1683.Click photographs - Photos may exist for this station.
 LA1683
 LA1683.The dynamic height is computed by dividing the NAVD 88
 LA1683.geopotential number by the normal gravity value computed on the
 LA1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1683.degrees latitude (g = 980.6199 gals.).
 LA1683
 LA1683.The modeled gravity was interpolated from observed gravity values.
 LA1683
 LA1683;                    North         East    Units  Estimated Accuracy
 LA1683;SPC IN E     -   628,940.       78,280.      MT  (+/- 180 meters Scaled)
 LA1683
 LA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL905296(NAD 83)
 LA1683
 LA1683                          SUPERSEDED SURVEY CONTROL
 LA1683
 LA1683  NGVD 29 (??/??/92)  224.300  (m)          735.89   (f) ADJ UNCH    2 0
 LA1683
 LA1683.Superseded values are not recommended for survey control.
 LA1683
 LA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1683.See file dsdata.pdf to determine how the superseded data were derived.
 LA1683
 LA1683_MARKER: DB = BENCH MARK DISK
 LA1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1683_STAMPING: F 180 1946
 LA1683_MARK LOGO: CGS
 LA1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1683+STABILITY: SURFACE MOTION
 LA1683
 LA1683  HISTORY     - Date     Condition        Report By
 LA1683  HISTORY     - 1946     MONUMENTED       CGS
 LA1683  HISTORY     - 1946     GOOD             CGS
 LA1683  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1683
 LA1683                          STATION DESCRIPTION
 LA1683
 LA1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1683'AT ROANN.
 LA1683'AT ROANN, ALONG STATE HIGHWAY 16, SET AT THE MAIN CROSS ROAD, 149
 LA1683'FEET SOUTHWEST AND ACROSS THE NORTH-SOUTH ROAD FROM THE
 LA1683'NORTHWEST CORNER OF A WHITE ROSE SERVICE STATION, 105 FEET WEST
 LA1683'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 48 FEET NORTH AND
 LA1683'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A TWO STORY
 LA1683'WHITE HOUSE, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5
 LA1683'FEET EAST OF POWER POLE NO. 3-171/458, ABOUT LEVEL WITH THE
 LA1683'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1683'INCHES.  NOTE-- ROAD HAS BEEN REGRADED AND WIDENED IN THIS AREA
 LA1683'SINCE BM WAS ESTABLISHED.  ALTHOUGH NO REMAINS OF BM WAS FOUND,
 LA1683'NEARBY RESIDENT CLAIMS IT WAS DESTROYED.
 LA1683
 LA1683                          STATION RECOVERY (1960)
 LA1683
 LA1683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0190 ***********************************************************************
 LB0190  DESIGNATION -  F 181
 LB0190  PID         -  LB0190
 LB0190  STATE/COUNTY-  IN/FULTON
 LB0190  COUNTRY     -  US
 LB0190  USGS QUAD   -  FULTON (2019)
 LB0190
 LB0190                         *CURRENT SURVEY CONTROL
 LB0190  ______________________________________________________________________
 LB0190* NAD 83(1986) POSITION- 40 56 59.     (N) 086 19 27.     (W)   SCALED
 LB0190* NAVD 88 ORTHO HEIGHT -   237.129 (meters)      777.98  (feet) ADJUSTED
 LB0190  ______________________________________________________________________
 LB0190  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 LB0190  DYNAMIC HEIGHT  -        237.025 (meters)      777.64  (feet) COMP
 LB0190  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 LB0190
 LB0190  VERT ORDER      -  SECOND    CLASS 0
 LB0190
 LB0190.The horizontal coordinates were scaled from a map and have
 LB0190.an estimated accuracy of +/- 6 seconds.
 LB0190
 LB0190.The orthometric height was determined by differential leveling and
 LB0190.adjusted by the NATIONAL GEODETIC SURVEY
 LB0190.in June 1991.
 LB0190
 LB0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0190.GEOID18 height accuracy estimate available here.
 LB0190
 LB0190.Click photographs - Photos may exist for this station.
 LB0190
 LB0190.The dynamic height is computed by dividing the NAVD 88
 LB0190.geopotential number by the normal gravity value computed on the
 LB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0190.degrees latitude (g = 980.6199 gals.).
 LB0190
 LB0190.The modeled gravity was interpolated from observed gravity values.
 LB0190
 LB0190;                    North         East    Units  Estimated Accuracy
 LB0190;SPC IN E     -   633,180.       44,640.      MT  (+/- 180 meters Scaled)
 LB0190
 LB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL568333(NAD 83)
 LB0190
 LB0190                          SUPERSEDED SURVEY CONTROL
 LB0190
 LB0190  NGVD 29 (??/??/92)  237.250  (m)          778.38   (f) ADJ UNCH    2 0
 LB0190
 LB0190.Superseded values are not recommended for survey control.
 LB0190
 LB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0190.See file dsdata.pdf to determine how the superseded data were derived.
 LB0190
 LB0190_MARKER: DB = BENCH MARK DISK
 LB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0190_STAMPING: F 181 1946
 LB0190_MARK LOGO: CGS
 LB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0190+STABILITY: SURFACE MOTION
 LB0190
 LB0190  HISTORY     - Date     Condition        Report By
 LB0190  HISTORY     - 1946     MONUMENTED       CGS
 LB0190  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0190
 LB0190                          STATION DESCRIPTION
 LB0190
 LB0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0190'0.8 MI E FROM BLUEGRASS.
 LB0190'ABOUT 0.8 MILE EAST ALONG A GRAVEL ROAD FROM THE B.F. COOK STORE
 LB0190'AT BLUEGRASS, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING
 LB0190'SOUTH, SET AT THE BARN YARD GATE OF A FARM HOUSE ON THE NORTH
 LB0190'SIDE OF THE ROAD, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB0190'THE BARN, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 LB0190'37 FEET WEST OF A 24 INCH MAPLE TREE, 32 FEET NORTH OF THE CENTER
 LB0190'LINE OF THE ROAD, 4.5 FEET SOUTH OF THE WEST CORNER GATE POST,
 LB0190'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LB0190'POST PROJECTING 6 INCHES.
 LB0190
 LB0190                          STATION RECOVERY (1992)
 LB0190
 LB0190'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1026 ***********************************************************************
 MD1026  DESIGNATION -  F 182
 MD1026  PID         -  MD1026
 MD1026  STATE/COUNTY-  IN/KOSCIUSKO
 MD1026  COUNTRY     -  US
 MD1026  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1026
 MD1026                         *CURRENT SURVEY CONTROL
 MD1026  ______________________________________________________________________
 MD1026* NAD 83(1986) POSITION- 41 02 58.     (N) 085 51 12.     (W)   SCALED
 MD1026* NAVD 88 ORTHO HEIGHT -   262.028 (meters)      859.67  (feet) ADJUSTED
 MD1026  ______________________________________________________________________
 MD1026  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 MD1026  DYNAMIC HEIGHT  -        261.911 (meters)      859.29  (feet) COMP
 MD1026  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 MD1026
 MD1026  VERT ORDER      -  FIRST     CLASS II
 MD1026
 MD1026.The horizontal coordinates were scaled from a map and have
 MD1026.an estimated accuracy of +/- 6 seconds.
 MD1026
 MD1026.The orthometric height was determined by differential leveling and
 MD1026.adjusted by the NATIONAL GEODETIC SURVEY
 MD1026.in June 1991.
 MD1026
 MD1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1026.GEOID18 height accuracy estimate available here.
 MD1026
 MD1026.Click photographs - Photos may exist for this station.
 MD1026
 MD1026.The dynamic height is computed by dividing the NAVD 88
 MD1026.geopotential number by the normal gravity value computed on the
 MD1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1026.degrees latitude (g = 980.6199 gals.).
 MD1026
 MD1026.The modeled gravity was interpolated from observed gravity values.
 MD1026
 MD1026;                    North         East    Units  Estimated Accuracy
 MD1026;SPC IN E     -   644,070.       84,310.      MT  (+/- 180 meters Scaled)
 MD1026
 MD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963448(NAD 83)
 MD1026
 MD1026                          SUPERSEDED SURVEY CONTROL
 MD1026
 MD1026  NGVD 29 (??/??/92)  262.155  (m)          860.09   (f) ADJ UNCH    1 2
 MD1026
 MD1026.Superseded values are not recommended for survey control.
 MD1026
 MD1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1026.See file dsdata.pdf to determine how the superseded data were derived.
 MD1026
 MD1026_MARKER: DB = BENCH MARK DISK
 MD1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1026_STAMPING: F 182 1946
 MD1026_MARK LOGO: CGS
 MD1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1026+STABILITY: SURFACE MOTION
 MD1026
 MD1026  HISTORY     - Date     Condition        Report By
 MD1026  HISTORY     - 1946     MONUMENTED       CGS
 MD1026
 MD1026                          STATION DESCRIPTION
 MD1026
 MD1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1026'2.2 MI S FROM SILVER LAKE.
 MD1026'2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1026'STATION AT SILVER LAKE, ABOUT 50 YARDS SOUTHEAST OF CULVERT
 MD1026'NO. 197, AT THE CROSSING OF A PAVED ROAD, 57 FEET EAST OF THE
 MD1026'CENTER LINE OF THE ROAD, 42 FEET NORTHEAST OF THE NORTHEAST
 MD1026'RAIL, 6.5 FEET SOUTHEAST OF THE FIRST POLE NORTHWEST OF POLE
 MD1026'93/30, 5.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT IN
 MD1026'LINE WITH THE ROW OF POLES, ABOUT 1 FOOT BELOW THE TRACK, AND
 MD1026'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0151 ***********************************************************************
 LB0151  DESIGNATION -  F 183
 LB0151  PID         -  LB0151
 LB0151  STATE/COUNTY-  IN/CASS
 LB0151  COUNTRY     -  US
 LB0151  USGS QUAD   -  LOGANSPORT (2019)
 LB0151
 LB0151                         *CURRENT SURVEY CONTROL
 LB0151  ______________________________________________________________________
 LB0151* NAD 83(1986) POSITION- 40 51 59.     (N) 086 15 44.     (W)   SCALED
 LB0151* NAVD 88 ORTHO HEIGHT -   241.579 (meters)      792.58  (feet) ADJUSTED
 LB0151  ______________________________________________________________________
 LB0151  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LB0151  DYNAMIC HEIGHT  -        241.469 (meters)      792.22  (feet) COMP
 LB0151  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 LB0151
 LB0151  VERT ORDER      -  SECOND    CLASS 0
 LB0151
 LB0151.The horizontal coordinates were scaled from a map and have
 LB0151.an estimated accuracy of +/- 6 seconds.
 LB0151
 LB0151.The orthometric height was determined by differential leveling and
 LB0151.adjusted by the NATIONAL GEODETIC SURVEY
 LB0151.in June 1991.
 LB0151
 LB0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0151.GEOID18 height accuracy estimate available here.
 LB0151
 LB0151.Click photographs - Photos may exist for this station.
 LB0151
 LB0151.The dynamic height is computed by dividing the NAVD 88
 LB0151.geopotential number by the normal gravity value computed on the
 LB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0151.degrees latitude (g = 980.6199 gals.).
 LB0151
 LB0151.The modeled gravity was interpolated from observed gravity values.
 LB0151
 LB0151;                    North         East    Units  Estimated Accuracy
 LB0151;SPC IN E     -   623,890.       49,790.      MT  (+/- 180 meters Scaled)
 LB0151
 LB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621241(NAD 83)
 LB0151
 LB0151                          SUPERSEDED SURVEY CONTROL
 LB0151
 LB0151  NGVD 29 (??/??/92)  241.696  (m)          792.96   (f) ADJ UNCH    2 0
 LB0151
 LB0151.Superseded values are not recommended for survey control.
 LB0151
 LB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0151.See file dsdata.pdf to determine how the superseded data were derived.
 LB0151
 LB0151_MARKER: DB = BENCH MARK DISK
 LB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0151_STAMPING: F 183 1946
 LB0151_MARK LOGO: CGS
 LB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0151+STABILITY: SURFACE MOTION
 LB0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0151+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 LB0151
 LB0151  HISTORY     - Date     Condition        Report By
 LB0151  HISTORY     - 1946     MONUMENTED       CGS
 LB0151  HISTORY     - 1989     GOOD             USPSQD
 LB0151  HISTORY     - 20071119 GOOD             BFSINC
 LB0151
 LB0151                          STATION DESCRIPTION
 LB0151
 LB0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0151'2.8 MI E FROM METEA.
 LB0151'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 16 FROM ITS INTERSECTION
 LB0151'WITH STATE HIGHWAY 25 AT METEA, ABOUT 2.0 MILES WEST OF THE
 LB0151'HIGH SCHOOL AT TWELVE MILE, ABOUT 0.1 MILE WEST OF A CROSS
 LB0151'ROAD, SET AT A STUCCO HOUSE ON THE SOUTH SIDE OF THE HIGHWAY,
 LB0151'155 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BARN,
 LB0151'75 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LB0151'49 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY, 33 FEET
 LB0151'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF A
 LB0151'16 INCH CONCRETE CORNER FENCE POST, ABOUT LEVEL WITH THE
 LB0151'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0151'6 INCHES.
 LB0151
 LB0151                          STATION RECOVERY (1989)
 LB0151
 LB0151'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0151'RECOVERED IN GOOD CONDITION.
 LB0151
 LB0151                          STATION RECOVERY (2007)
 LB0151
 LB0151'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0228 ***********************************************************************
 ME0228  DESIGNATION -  F 184
 ME0228  PID         -  ME0228
 ME0228  STATE/COUNTY-  IN/MARSHALL
 ME0228  COUNTRY     -  US
 ME0228  USGS QUAD   -  BOURBON (2019)
 ME0228
 ME0228                         *CURRENT SURVEY CONTROL
 ME0228  ______________________________________________________________________
 ME0228* NAD 83(1986) POSITION- 41 17 05.     (N) 086 04 34.     (W)   SCALED
 ME0228* NAVD 88 ORTHO HEIGHT -   252.930 (meters)      829.82  (feet) ADJUSTED
 ME0228  ______________________________________________________________________
 ME0228  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME0228  DYNAMIC HEIGHT  -        252.825 (meters)      829.48  (feet) COMP
 ME0228  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 ME0228
 ME0228  VERT ORDER      -  FIRST     CLASS I
 ME0228
 ME0228.The horizontal coordinates were scaled from a map and have
 ME0228.an estimated accuracy of +/- 6 seconds.
 ME0228
 ME0228.The orthometric height was determined by differential leveling and
 ME0228.adjusted by the NATIONAL GEODETIC SURVEY
 ME0228.in June 1991.
 ME0228
 ME0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0228.GEOID18 height accuracy estimate available here.
 ME0228
 ME0228.Click photographs - Photos may exist for this station.
 ME0228
 ME0228.The dynamic height is computed by dividing the NAVD 88
 ME0228.geopotential number by the normal gravity value computed on the
 ME0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0228.degrees latitude (g = 980.6199 gals.).
 ME0228
 ME0228.The modeled gravity was interpolated from observed gravity values.
 ME0228
 ME0228;                    North         East    Units  Estimated Accuracy
 ME0228;SPC IN E     -   670,260.       65,700.      MT  (+/- 180 meters Scaled)
 ME0228
 ME0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL773707(NAD 83)
 ME0228
 ME0228                          SUPERSEDED SURVEY CONTROL
 ME0228
 ME0228  NGVD 29 (??/??/92)  253.059  (m)          830.24   (f) ADJ UNCH    1 1
 ME0228
 ME0228.Superseded values are not recommended for survey control.
 ME0228
 ME0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0228.See file dsdata.pdf to determine how the superseded data were derived.
 ME0228
 ME0228_MARKER: DB = BENCH MARK DISK
 ME0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0228_SP_SET: CULVERT HEADWALL
 ME0228_STAMPING: F 184 1946
 ME0228_MARK LOGO: CGS
 ME0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0228+STABILITY: SURFACE MOTION
 ME0228
 ME0228  HISTORY     - Date     Condition        Report By
 ME0228  HISTORY     - 1946     MONUMENTED       CGS
 ME0228  HISTORY     - 1968     GOOD             CGS
 ME0228  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0228
 ME0228                          STATION DESCRIPTION
 ME0228
 ME0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0228'1.6 MI NW FROM ETNA GREEN.
 ME0228'ABOUT 1.65 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0228'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, ABOUT 2.15
 ME0228'MILES SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 331 AT BOURBON,
 ME0228'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 371, AT THE CROSSING OF
 ME0228'SOUTH BEECH ROAD, SET ON TOP AND IN THE CENTER OF THE WEST
 ME0228'CONCRETE HEAD WALL FOR AN 18-INCH PIPE CULVERT UNDER THE ROAD,
 ME0228'28 1/2 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 ME0228'ROAD AND U.S. HIGHWAY 30, 48.5 FEET NORTHEAST OF THE NORTHEAST
 ME0228'RAIL OF THE WESTBOUND TRACK, 15 FEET WEST OF THE CENTER LINE OF
 ME0228'THE ROAD, ABOUT LEVEL WITH THE HIGHWAY AND 2 1/2 FEET BELOW THE
 ME0228'LEVEL OF THE TRACK.  SEC 29, T 33 N, R 4 E.
 ME0228
 ME0228                          STATION RECOVERY (1992)
 ME0228
 ME0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0228'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1307 ***********************************************************************
 LA1307  DESIGNATION -  F 185
 LA1307  PID         -  LA1307
 LA1307  STATE/COUNTY-  IN/MADISON
 LA1307  COUNTRY     -  US
 LA1307  USGS QUAD   -  ALEXANDRIA (2019)
 LA1307
 LA1307                         *CURRENT SURVEY CONTROL
 LA1307  ______________________________________________________________________
 LA1307* NAD 83(1986) POSITION- 40 18 16.     (N) 085 39 26.     (W)   SCALED
 LA1307* NAVD 88 ORTHO HEIGHT -   269.354 (meters)      883.71  (feet) ADJUSTED
 LA1307  ______________________________________________________________________
 LA1307  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 LA1307  DYNAMIC HEIGHT  -        269.214 (meters)      883.25  (feet) COMP
 LA1307  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 LA1307
 LA1307  VERT ORDER      -  FIRST     CLASS II
 LA1307
 LA1307.The horizontal coordinates were scaled from a map and have
 LA1307.an estimated accuracy of +/- 6 seconds.
 LA1307
 LA1307.The orthometric height was determined by differential leveling and
 LA1307.adjusted by the NATIONAL GEODETIC SURVEY
 LA1307.in June 1991.
 LA1307
 LA1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1307.GEOID18 height accuracy estimate available here.
 LA1307
 LA1307.Click photographs - Photos may exist for this station.
 LA1307
 LA1307.The dynamic height is computed by dividing the NAVD 88
 LA1307.geopotential number by the normal gravity value computed on the
 LA1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1307.degrees latitude (g = 980.6199 gals.).
 LA1307
 LA1307.The modeled gravity was interpolated from observed gravity values.
 LA1307
 LA1307;                    North         East    Units  Estimated Accuracy
 LA1307;SPC IN E     -   561,320.      100,800.      MT  (+/- 180 meters Scaled)
 LA1307
 LA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK141624(NAD 83)
 LA1307
 LA1307                          SUPERSEDED SURVEY CONTROL
 LA1307
 LA1307  NGVD 29 (??/??/92)  269.498  (m)          884.18   (f) ADJ UNCH    1 2
 LA1307
 LA1307.Superseded values are not recommended for survey control.
 LA1307
 LA1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1307.See file dsdata.pdf to determine how the superseded data were derived.
 LA1307
 LA1307_MARKER: DB = BENCH MARK DISK
 LA1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1307_SP_SET: BRIDGE
 LA1307_STAMPING: F 185 1946
 LA1307_MARK LOGO: CGS
 LA1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1307+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 LA1307
 LA1307  HISTORY     - Date     Condition        Report By
 LA1307  HISTORY     - 1946     MONUMENTED       CGS
 LA1307  HISTORY     - 20070619 GOOD             ACCU
 LA1307  HISTORY     - 20110526 GOOD             INDNR
 LA1307
 LA1307                          STATION DESCRIPTION
 LA1307
 LA1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1307'2.7 MI N FROM ALEXANDRIA.
 LA1307'ABOUT 2.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1307'THE STATION AT ALEXANDRIA, ABOUT 2.85 MILES SOUTH OF THE STATION
 LA1307'AT SUMMITVILLE, 1 1/2 POLES NORTH OF POLE 150/35, SET IN THE
 LA1307'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF BRIDGE
 LA1307'NO. 401, 6.5 FEET WEST OF THE WEST RAIL, 1 FOOT SOUTH OF THE
 LA1307'NORTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE TRACK.
 LA1307
 LA1307                          STATION RECOVERY (2007)
 LA1307
 LA1307'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1307'RECOVERED IN GOOD CONDITION
 LA1307
 LA1307                          STATION RECOVERY (2011)
 LA1307
 LA1307'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1094 ***********************************************************************
 MD1094  DESIGNATION -  F 186
 MD1094  PID         -  MD1094
 MD1094  STATE/COUNTY-  IN/WHITLEY
 MD1094  COUNTRY     -  US
 MD1094  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1094
 MD1094                         *CURRENT SURVEY CONTROL
 MD1094  ______________________________________________________________________
 MD1094* NAD 83(1986) POSITION- 41 04 40.     (N) 085 32 38.     (W)   SCALED
 MD1094* NAVD 88 ORTHO HEIGHT -   256.235 (meters)      840.66  (feet) ADJUSTED
 MD1094  ______________________________________________________________________
 MD1094  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 MD1094  DYNAMIC HEIGHT  -        256.126 (meters)      840.31  (feet) COMP
 MD1094  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 MD1094
 MD1094  VERT ORDER      -  SECOND    CLASS 0
 MD1094
 MD1094.The horizontal coordinates were scaled from a map and have
 MD1094.an estimated accuracy of +/- 6 seconds.
 MD1094
 MD1094.The orthometric height was determined by differential leveling and
 MD1094.adjusted by the NATIONAL GEODETIC SURVEY
 MD1094.in June 1991.
 MD1094
 MD1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1094.GEOID18 height accuracy estimate available here.
 MD1094
 MD1094.Click photographs - Photos may exist for this station.
 MD1094
 MD1094.The dynamic height is computed by dividing the NAVD 88
 MD1094.geopotential number by the normal gravity value computed on the
 MD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1094.degrees latitude (g = 980.6199 gals.).
 MD1094
 MD1094.The modeled gravity was interpolated from observed gravity values.
 MD1094
 MD1094;                    North         East    Units  Estimated Accuracy
 MD1094;SPC IN E     -   647,200.      110,320.      MT  (+/- 180 meters Scaled)
 MD1094
 MD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL223484(NAD 83)
 MD1094
 MD1094                          SUPERSEDED SURVEY CONTROL
 MD1094
 MD1094  NGVD 29 (??/??/92)  256.377  (m)          841.13   (f) ADJ UNCH    2 0
 MD1094
 MD1094.Superseded values are not recommended for survey control.
 MD1094
 MD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1094.See file dsdata.pdf to determine how the superseded data were derived.
 MD1094
 MD1094_MARKER: DS = TRIANGULATION STATION DISK
 MD1094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1094_SP_SET: BOX CULVERT HEADWALL
 MD1094_STAMPING: F 186 1946
 MD1094_MARK LOGO: CGS
 MD1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1094+STABILITY: SURFACE MOTION
 MD1094
 MD1094  HISTORY     - Date     Condition        Report By
 MD1094  HISTORY     - 1946     MONUMENTED       CGS
 MD1094  HISTORY     - 1961     GOOD             CGS
 MD1094
 MD1094                          STATION DESCRIPTION
 MD1094
 MD1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1094'4.9 MI E FROM SOUTH WHITLEY.
 MD1094'ABOUT 4.9 MILES EASTERLY ALONG NO. 14 INDIANA HIGHWAY FROM ITS
 MD1094'JUNCTION WITH NO. 5 INDIANA HWY. AT THE S END OF STATE STREET
 MD1094'IN SOUTH WHITLEY, ABOUT 62 YARDS E OF ONE T-INTERSECTION (STEM N),
 MD1094'ABOUT 86 YARDS W OF ANOTHER (STEM S), 21 FEET N OF CENTER LINE
 MD1094'OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.8 FOOT LOWER THAN SAME,
 MD1094'0.9 FOOT W OF E END OF N HEADWALL OF 3-FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1718 ***********************************************************************
 LA1718  DESIGNATION -  F 187
 LA1718  PID         -  LA1718
 LA1718  STATE/COUNTY-  IN/HUNTINGTON
 LA1718  COUNTRY     -  US
 LA1718  USGS QUAD   -  BIPPUS (2019)
 LA1718
 LA1718                         *CURRENT SURVEY CONTROL
 LA1718  ______________________________________________________________________
 LA1718* NAD 83(1986) POSITION- 40 56 41.     (N) 085 37 25.     (W)   SCALED
 LA1718* NAVD 88 ORTHO HEIGHT -   258.604 (meters)      848.44  (feet) ADJUSTED
 LA1718  ______________________________________________________________________
 LA1718  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 LA1718  DYNAMIC HEIGHT  -        258.483 (meters)      848.04  (feet) COMP
 LA1718  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 LA1718
 LA1718  VERT ORDER      -  SECOND    CLASS 0
 LA1718
 LA1718.The horizontal coordinates were scaled from a map and have
 LA1718.an estimated accuracy of +/- 6 seconds.
 LA1718
 LA1718.The orthometric height was determined by differential leveling and
 LA1718.adjusted by the NATIONAL GEODETIC SURVEY
 LA1718.in June 1991.
 LA1718
 LA1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1718.GEOID18 height accuracy estimate available here.
 LA1718
 LA1718.Click photographs - Photos may exist for this station.
 LA1718
 LA1718.The dynamic height is computed by dividing the NAVD 88
 LA1718.geopotential number by the normal gravity value computed on the
 LA1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1718.degrees latitude (g = 980.6199 gals.).
 LA1718
 LA1718.The modeled gravity was interpolated from observed gravity values.
 LA1718
 LA1718;                    North         East    Units  Estimated Accuracy
 LA1718;SPC IN E     -   632,420.      103,630.      MT  (+/- 180 meters Scaled)
 LA1718
 LA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL158335(NAD 83)
 LA1718
 LA1718                          SUPERSEDED SURVEY CONTROL
 LA1718
 LA1718  NGVD 29 (??/??/92)  258.730  (m)          848.85   (f) ADJ UNCH    2 0
 LA1718
 LA1718.Superseded values are not recommended for survey control.
 LA1718
 LA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1718.See file dsdata.pdf to determine how the superseded data were derived.
 LA1718
 LA1718_MARKER: DB = BENCH MARK DISK
 LA1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1718_STAMPING: F 187 1946
 LA1718_MARK LOGO: CGS
 LA1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1718+STABILITY: SURFACE MOTION
 LA1718
 LA1718  HISTORY     - Date     Condition        Report By
 LA1718  HISTORY     - 1946     MONUMENTED       CGS
 LA1718
 LA1718                          STATION DESCRIPTION
 LA1718
 LA1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1718'AT BIPPUS.
 LA1718'AT BIPPUS, IN THE SOUTHEAST QUARTER OF THE CROSSING OF STATE
 LA1718'HIGHWAY 105 AND THE ERIE RAILROAD, ABOUT 4 RAILS WEST OF THE
 LA1718'STATION, 27 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 35 FEET
 LA1718'EAST OF THE CENTER LINE OF THE HIGHWAY, 30.5 FEET NORTHWEST OF
 LA1718'THE NORTHWEST CORNER OF A FRAME GARAGE, 3.5 FEET NORTHEAST OF A
 LA1718'TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE CROSSING AND
 LA1718'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0775 ***********************************************************************
 LA0775  DESIGNATION -  F 188
 LA0775  PID         -  LA0775
 LA0775  STATE/COUNTY-  IN/HUNTINGTON
 LA0775  COUNTRY     -  US
 LA0775  USGS QUAD   -  HUNTINGTON (2019)
 LA0775
 LA0775                         *CURRENT SURVEY CONTROL
 LA0775  ______________________________________________________________________
 LA0775* NAD 83(1986) POSITION- 40 55 54.95   (N) 085 28 50.22   (W)   HD_HELD1
 LA0775* NAVD 88 ORTHO HEIGHT -   252.220 (meters)      827.49  (feet) ADJUSTED
 LA0775  ______________________________________________________________________
 LA0775  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 LA0775  DYNAMIC HEIGHT  -        252.104 (meters)      827.11  (feet) COMP
 LA0775  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 LA0775
 LA0775  VERT ORDER      -  SECOND    CLASS 0
 LA0775
 LA0775.The horizontal coordinates were determined by differentially corrected
 LA0775.hand held GPS observations or other comparable positioning techniques
 LA0775.and have an estimated accuracy of +/- 3 meters.
 LA0775
 LA0775.The orthometric height was determined by differential leveling and
 LA0775.adjusted by the NATIONAL GEODETIC SURVEY
 LA0775.in June 1991.
 LA0775
 LA0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0775.GEOID18 height accuracy estimate available here.
 LA0775
 LA0775.Click photographs - Photos may exist for this station.
 LA0775
 LA0775.The dynamic height is computed by dividing the NAVD 88
 LA0775.geopotential number by the normal gravity value computed on the
 LA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0775.degrees latitude (g = 980.6199 gals.).
 LA0775
 LA0775.The modeled gravity was interpolated from observed gravity values.
 LA0775
 LA0775;                    North         East    Units  Estimated Accuracy
 LA0775;SPC IN E     -   631,015.8     115,668.9     MT  (+/- 3 meters HH1 GPS) 
 LA0775
 LA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2791532312(NAD 83)
 LA0775
 LA0775                          SUPERSEDED SURVEY CONTROL
 LA0775
 LA0775  NGVD 29 (??/??/92)  252.360  (m)          827.95   (f) ADJ UNCH    2 0
 LA0775
 LA0775.Superseded values are not recommended for survey control.
 LA0775
 LA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0775.See file dsdata.pdf to determine how the superseded data were derived.
 LA0775
 LA0775_MARKER: DB = BENCH MARK DISK
 LA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0775_STAMPING: F 188 1946
 LA0775_MARK LOGO: CGS
 LA0775_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0775+STABILITY: SURFACE MOTION
 LA0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0775+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2020
 LA0775
 LA0775  HISTORY     - Date     Condition        Report By
 LA0775  HISTORY     - 1946     MONUMENTED       CGS
 LA0775  HISTORY     - 20090623 GOOD             JCLS
 LA0775  HISTORY     - 20090901 GOOD             GRWAS
 LA0775  HISTORY     - 20120701 GOOD             USI
 LA0775  HISTORY     - 20200803 GOOD             LFA
 LA0775
 LA0775                          STATION DESCRIPTION
 LA0775
 LA0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0775'4.7 MI N FROM HUNTINGTON.
 LA0775'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY
 LA0775'COURT HOUSE AT HUNTINGTON, THENCE 0.5 MILE WEST ALONG A GRAVEL
 LA0775'ROAD, AT THE SOUTHEAST CORNER OF HUNTINGTON COUNTY AIRPORT,
 LA0775'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST
 LA0775'OF A FENCE CORNER, 4 FEET WEST OF THE EAST AIRPORT BOUNDRY
 LA0775'FENCE, 97 FEET EAST OF THE CENTER LINE OF A DIM ROAD LEADING
 LA0775'TO THE FIELD, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 LA0775'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA0775
 LA0775                          STATION RECOVERY (2009)
 LA0775
 LA0775'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LA0775'RECOVERED IN GOOD CONDITION.
 LA0775
 LA0775                          STATION RECOVERY (2009)
 LA0775
 LA0775'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (JCA)
 LA0775'RECOVERED AS DESCRIBED
 LA0775
 LA0775                          STATION RECOVERY (2012)
 LA0775
 LA0775'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (CHS)
 LA0775'RECOVERED IN GOOD CONDITION.
 LA0775
 LA0775                          STATION RECOVERY (2020)
 LA0775
 LA0775'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2020 (SST)
 LA0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1055 ***********************************************************************
 ME1055  DESIGNATION -  F 19
 ME1055  PID         -  ME1055
 ME1055  STATE/COUNTY-  IN/LAKE
 ME1055  COUNTRY     -  US
 ME1055  USGS QUAD   -  GARY (2019)
 ME1055
 ME1055                         *CURRENT SURVEY CONTROL
 ME1055  ______________________________________________________________________
 ME1055* NAD 83(1986) POSITION- 41 36 23.     (N) 087 20 13.     (W)   SCALED
 ME1055* NAVD 88 ORTHO HEIGHT -   185.193 (meters)      607.59  (feet) ADJUSTED
 ME1055  ______________________________________________________________________
 ME1055  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 ME1055  DYNAMIC HEIGHT  -        185.125 (meters)      607.36  (feet) COMP
 ME1055  MODELED GRAVITY -    980,251.8   (mgal)                       NAVD 88
 ME1055
 ME1055  VERT ORDER      -  FIRST     CLASS II
 ME1055
 ME1055.The horizontal coordinates were scaled from a map and have
 ME1055.an estimated accuracy of +/- 6 seconds.
 ME1055
 ME1055.The orthometric height was determined by differential leveling and
 ME1055.adjusted by the NATIONAL GEODETIC SURVEY
 ME1055.in June 1991.
 ME1055
 ME1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1055.GEOID18 height accuracy estimate available here.
 ME1055
 ME1055.Click photographs - Photos may exist for this station.
 ME1055
 ME1055.The dynamic height is computed by dividing the NAVD 88
 ME1055.geopotential number by the normal gravity value computed on the
 ME1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1055.degrees latitude (g = 980.6199 gals.).
 ME1055
 ME1055.The modeled gravity was interpolated from observed gravity values.
 ME1055
 ME1055;                    North         East    Units  Estimated Accuracy
 ME1055;SPC IN W     -   705,930.      878,860.      MT  (+/- 180 meters Scaled)
 ME1055
 ME1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 ME1055
 ME1055                          SUPERSEDED SURVEY CONTROL
 ME1055
 ME1055  NGVD 29 (01/19/93)  185.308  (m)          607.96   (f) ADJUSTED    1 2
 ME1055  NGVD 29 (??/??/92)  185.308  (m)          607.96   (f) SUPERSEDED  1 2
 ME1055
 ME1055.Superseded values are not recommended for survey control.
 ME1055
 ME1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1055.See file dsdata.pdf to determine how the superseded data were derived.
 ME1055
 ME1055_MARKER: DB = BENCH MARK DISK
 ME1055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1055_SP_SET: BRIDGE ABUTMENT
 ME1055_STAMPING: F 19 1934
 ME1055_MARK LOGO: CGS
 ME1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1055
 ME1055  HISTORY     - Date     Condition        Report By
 ME1055  HISTORY     - 1934     MONUMENTED       CGS
 ME1055  HISTORY     - 1934     GOOD             CGS
 ME1055  HISTORY     - 1985     GOOD             NGS
 ME1055
 ME1055                          STATION DESCRIPTION
 ME1055
 ME1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1055'AT GARY.
 ME1055'AT GARY, LAKE COUNTY, 50 YARDS NORTHWEST OF THE NEW YORK CENTRAL
 ME1055'RAILROAD STATION, 25 YARDS NORTH OF THE OVERHEAD CROSSING OF
 ME1055'BROADWAY, AT THE ELGIN, JOLIET AND EASTERN RAILWAY BRIDGE OVER
 ME1055'BROADWAY, IN THE SOUTH END OF THE EAST BRIDGE SEAT, 5 YARDS SOUTH
 ME1055'OF THE SOUTH RAIL, ABOUT 12 FEET ABOVE THE STREET, AND ABOUT 6
 ME1055'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 19 1934.
 ME1055
 ME1055                          STATION RECOVERY (1985)
 ME1055
 ME1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1055'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 ME1055'MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM ITS JUNCTION
 ME1055'WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, IN THE SOUTH END OF THE
 ME1055'EAST CONCRETE ABUTMENT OF THE MOST NORTHERLY 1 OF 4 CONRAIL RAILROAD
 ME1055'OVERPASSES OF THE HIGHWAY, 12.0 M (39.4 FT) EAST OF THE CENTER OF THE
 ME1055'HIGHWAY, AND 4.7 M (15.4 FT) SOUTH OF THE NEAR RAIL.
 ME1055'THE MARK IS 1.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0971 ***********************************************************************
 MD0971  DESIGNATION -  F 19 ALLEN
 MD0971  PID         -  MD0971
 MD0971  STATE/COUNTY-  IN/ALLEN
 MD0971  COUNTRY     -  US
 MD0971  USGS QUAD   -  CHURUBUSCO (2019)
 MD0971
 MD0971                         *CURRENT SURVEY CONTROL
 MD0971  ______________________________________________________________________
 MD0971* NAD 83(1986) POSITION- 41 10 31.     (N) 085 16 09.     (W)   SCALED
 MD0971* NAVD 88 ORTHO HEIGHT -   256.245 (meters)      840.70  (feet) ADJUSTED
 MD0971  ______________________________________________________________________
 MD0971  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 MD0971  DYNAMIC HEIGHT  -        256.149 (meters)      840.38  (feet) COMP
 MD0971  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MD0971
 MD0971  VERT ORDER      -  SECOND    CLASS 0
 MD0971
 MD0971.The horizontal coordinates were scaled from a map and have
 MD0971.an estimated accuracy of +/- 6 seconds.
 MD0971
 MD0971.The orthometric height was determined by differential leveling and
 MD0971.adjusted by the NATIONAL GEODETIC SURVEY
 MD0971.in June 1991.
 MD0971
 MD0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0971.GEOID18 height accuracy estimate available here.
 MD0971
 MD0971.Click photographs - Photos may exist for this station.
 MD0971
 MD0971.The dynamic height is computed by dividing the NAVD 88
 MD0971.geopotential number by the normal gravity value computed on the
 MD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0971.degrees latitude (g = 980.6199 gals.).
 MD0971
 MD0971.The modeled gravity was interpolated from observed gravity values.
 MD0971
 MD0971;                    North         East    Units  Estimated Accuracy
 MD0971;SPC IN E     -   658,100.      133,350.      MT  (+/- 180 meters Scaled)
 MD0971
 MD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL451596(NAD 83)
 MD0971
 MD0971                          SUPERSEDED SURVEY CONTROL
 MD0971
 MD0971  NGVD 29 (??/??/92)  256.403  (m)          841.22   (f) ADJ UNCH    2 0
 MD0971
 MD0971.Superseded values are not recommended for survey control.
 MD0971
 MD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0971.See file dsdata.pdf to determine how the superseded data were derived.
 MD0971
 MD0971_MARKER: DD = SURVEY DISK
 MD0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0971_SP_SET: BRIDGE
 MD0971_STAMPING: F-19 ALLEN
 MD0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0971
 MD0971  HISTORY     - Date     Condition        Report By
 MD0971  HISTORY     - UNK      MONUMENTED       INHD
 MD0971  HISTORY     - 1963     GOOD             CGS
 MD0971
 MD0971                          STATION DESCRIPTION
 MD0971
 MD0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0971'4.8 MI SSE FROM CHURUBUSCO.
 MD0971'LOCATED ON BRIDGE ALONG U.S. HIGHWAY 33, 4.8 MILES SOUTH-SOUTHEAST
 MD0971'OF JUNCTION OF INDIANA HIGHWAY 205 AND U.S. HIGHWAY 33 (WHITLEY
 MD0971'AND MAIN STREET) IN CHURUBUSCO.  IT IS ABOUT 30 FEET WEST-NORTHWEST
 MD0971'OF THE WEST EDGE OF A DITCH, 18.2 FEET NORTH-NORTHEAST OF
 MD0971'THE CENTERLINE OF U.S. HIGHWAY 33 AND 2.6 FEET EAST-SOUTHEAST
 MD0971'OF NORTHWEST CORNER OF THE BRIDGE.  AN INDIANA STATE HIGHWAY
 MD0971'DISK STAMPED F-19 ALLEN, SET IN A DRILL HOLE IN THE NORTH
 MD0971'CURBING OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0795 ***********************************************************************
 MD0795  DESIGNATION -  F 190
 MD0795  PID         -  MD0795
 MD0795  STATE/COUNTY-  IN/ALLEN
 MD0795  COUNTRY     -  US
 MD0795  USGS QUAD   -  ARCOLA (2019)
 MD0795
 MD0795                         *CURRENT SURVEY CONTROL
 MD0795  ______________________________________________________________________
 MD0795* NAD 83(1986) POSITION- 41 03 33.     (N) 085 20 11.     (W)   SCALED
 MD0795* NAVD 88 ORTHO HEIGHT -   258.796 (meters)      849.07  (feet) ADJUSTED
 MD0795  ______________________________________________________________________
 MD0795  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 MD0795  DYNAMIC HEIGHT  -        258.691 (meters)      848.72  (feet) COMP
 MD0795  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 MD0795
 MD0795  VERT ORDER      -  SECOND    CLASS 0
 MD0795
 MD0795.The horizontal coordinates were scaled from a map and have
 MD0795.an estimated accuracy of +/- 6 seconds.
 MD0795
 MD0795.The orthometric height was determined by differential leveling and
 MD0795.adjusted by the NATIONAL GEODETIC SURVEY
 MD0795.in June 1991.
 MD0795
 MD0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0795.GEOID18 height accuracy estimate available here.
 MD0795
 MD0795.Click photographs - Photos may exist for this station.
 MD0795
 MD0795.The dynamic height is computed by dividing the NAVD 88
 MD0795.geopotential number by the normal gravity value computed on the
 MD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0795.degrees latitude (g = 980.6199 gals.).
 MD0795
 MD0795.The modeled gravity was interpolated from observed gravity values.
 MD0795
 MD0795;                    North         East    Units  Estimated Accuracy
 MD0795;SPC IN E     -   645,180.      127,760.      MT  (+/- 180 meters Scaled)
 MD0795
 MD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397466(NAD 83)
 MD0795
 MD0795                          SUPERSEDED SURVEY CONTROL
 MD0795
 MD0795  NGVD 29 (??/??/92)  258.949  (m)          849.57   (f) ADJ UNCH    2 0
 MD0795
 MD0795.Superseded values are not recommended for survey control.
 MD0795
 MD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0795.See file dsdata.pdf to determine how the superseded data were derived.
 MD0795
 MD0795_MARKER: DB = BENCH MARK DISK
 MD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0795_STAMPING: F 190 1946
 MD0795_MARK LOGO: CGS
 MD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0795+STABILITY: SURFACE MOTION
 MD0795
 MD0795  HISTORY     - Date     Condition        Report By
 MD0795  HISTORY     - 1946     MONUMENTED       CGS
 MD0795  HISTORY     - 1968     GOOD             INHD
 MD0795
 MD0795                          STATION DESCRIPTION
 MD0795
 MD0795'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0795'1.7 MI S FROM DUNFEE.
 MD0795'1.7 MILES SOUTH ALONG THE COUNTY LINE ROAD FROM THE CROSSING OF
 MD0795'THE NEW YORK CENTRAL AND ST. LOUIS R.R. AT DUNFEE, AT THE
 MD0795'JUNCTION WITH A GRAVEL ROAD LEADING EAST, 52 FT. EAST OF THE
 MD0795'COUNTY LINE ROAD, 22 FT. NORTH OF THE CENTERLINE OF THE ROAD
 MD0795'LEADING EAST, 33 FT. SOUTHEAST OF A PWP. L11-14, 1 FT. EAST
 MD0795'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET
 MD0795'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0302 ***********************************************************************
 LB0302  DESIGNATION -  F 191
 LB0302  PID         -  LB0302
 LB0302  STATE/COUNTY-  IN/MIAMI
 LB0302  COUNTRY     -  US
 LB0302  USGS QUAD   -  MIAMI (2019)
 LB0302
 LB0302                         *CURRENT SURVEY CONTROL
 LB0302  ______________________________________________________________________
 LB0302* NAD 83(1986) POSITION- 40 34 43.     (N) 086 00 47.     (W)   SCALED
 LB0302* NAVD 88 ORTHO HEIGHT -   254.184 (meters)      833.94  (feet) ADJUSTED
 LB0302  ______________________________________________________________________
 LB0302  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 LB0302  DYNAMIC HEIGHT  -        254.056 (meters)      833.52  (feet) COMP
 LB0302  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 LB0302
 LB0302  VERT ORDER      -  SECOND    CLASS 0
 LB0302
 LB0302.The horizontal coordinates were scaled from a map and have
 LB0302.an estimated accuracy of +/- 6 seconds.
 LB0302
 LB0302.The orthometric height was determined by differential leveling and
 LB0302.adjusted by the NATIONAL GEODETIC SURVEY
 LB0302.in June 1991.
 LB0302
 LB0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0302.GEOID18 height accuracy estimate available here.
 LB0302
 LB0302.Click photographs - Photos may exist for this station.
 LB0302
 LB0302.The dynamic height is computed by dividing the NAVD 88
 LB0302.geopotential number by the normal gravity value computed on the
 LB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0302.degrees latitude (g = 980.6199 gals.).
 LB0302
 LB0302.The modeled gravity was interpolated from observed gravity values.
 LB0302
 LB0302;                    North         East    Units  Estimated Accuracy
 LB0302;SPC IN E     -   591,820.       70,670.      MT  (+/- 180 meters Scaled)
 LB0302
 LB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK835924(NAD 83)
 LB0302
 LB0302                          SUPERSEDED SURVEY CONTROL
 LB0302
 LB0302  NGVD 29 (??/??/92)  254.308  (m)          834.34   (f) ADJ UNCH    2 0
 LB0302
 LB0302.Superseded values are not recommended for survey control.
 LB0302
 LB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0302.See file dsdata.pdf to determine how the superseded data were derived.
 LB0302
 LB0302_MARKER: DB = BENCH MARK DISK
 LB0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0302_STAMPING: F 191 1946
 LB0302_MARK LOGO: CGS
 LB0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0302+STABILITY: SURFACE MOTION
 LB0302
 LB0302  HISTORY     - Date     Condition        Report By
 LB0302  HISTORY     - 1946     MONUMENTED       CGS
 LB0302
 LB0302                          STATION DESCRIPTION
 LB0302
 LB0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0302'1.7 MI SE FROM WAWPECONG.
 LB0302'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE UNITED
 LB0302'BRETHREN CHURCH AT WAWPECONG, AT A BLACK TOP ROAD CROSSING,
 LB0302'96 FEET NORTH AND ACROSS THE HIGHWAY FROM WALTER BAKERS FARM
 LB0302'HOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39
 LB0302'FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 20 FEET
 LB0302'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT
 LB0302'1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LB0302'PROJECTING 5 INCHES.  MARK IS ABOUT 0.1 MILE WEST OF THE BRIDGE
 LB0302'OVER DEER CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1814 ***********************************************************************
 LA1814  DESIGNATION -  F 192
 LA1814  PID         -  LA1814
 LA1814  STATE/COUNTY-  IN/MIAMI
 LA1814  COUNTRY     -  US
 LA1814  USGS QUAD   -  PEORIA (2019)
 LA1814
 LA1814                         *CURRENT SURVEY CONTROL
 LA1814  ______________________________________________________________________
 LA1814* NAD 83(1986) POSITION- 40 38 27.     (N) 085 58 15.     (W)   SCALED
 LA1814* NAVD 88 ORTHO HEIGHT -   242.985 (meters)      797.19  (feet) ADJUSTED
 LA1814  ______________________________________________________________________
 LA1814  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 LA1814  DYNAMIC HEIGHT  -        242.864 (meters)      796.80  (feet) COMP
 LA1814  MODELED GRAVITY -    980,123.3   (mgal)                       NAVD 88
 LA1814
 LA1814  VERT ORDER      -  SECOND    CLASS 0
 LA1814
 LA1814.The horizontal coordinates were scaled from a map and have
 LA1814.an estimated accuracy of +/- 6 seconds.
 LA1814
 LA1814.The orthometric height was determined by differential leveling and
 LA1814.adjusted by the NATIONAL GEODETIC SURVEY
 LA1814.in June 1991.
 LA1814
 LA1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1814.GEOID18 height accuracy estimate available here.
 LA1814
 LA1814.Click photographs - Photos may exist for this station.
 LA1814
 LA1814.The dynamic height is computed by dividing the NAVD 88
 LA1814.geopotential number by the normal gravity value computed on the
 LA1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1814.degrees latitude (g = 980.6199 gals.).
 LA1814
 LA1814.The modeled gravity was interpolated from observed gravity values.
 LA1814
 LA1814;                    North         East    Units  Estimated Accuracy
 LA1814;SPC IN E     -   598,720.       74,270.      MT  (+/- 180 meters Scaled)
 LA1814
 LA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870993(NAD 83)
 LA1814
 LA1814                          SUPERSEDED SURVEY CONTROL
 LA1814
 LA1814  NGVD 29 (??/??/92)  243.110  (m)          797.60   (f) ADJ UNCH    2 0
 LA1814
 LA1814.Superseded values are not recommended for survey control.
 LA1814
 LA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1814.See file dsdata.pdf to determine how the superseded data were derived.
 LA1814
 LA1814_MARKER: DB = BENCH MARK DISK
 LA1814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1814_SP_SET: CULVERT HEADWALL
 LA1814_STAMPING: F 192 1946
 LA1814_MARK LOGO: CGS
 LA1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1814+STABILITY: SURFACE MOTION
 LA1814
 LA1814  HISTORY     - Date     Condition        Report By
 LA1814  HISTORY     - 1946     MONUMENTED       CGS
 LA1814
 LA1814                          STATION DESCRIPTION
 LA1814
 LA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1814'2.1 MI NW FROM NORTH GROVE.
 LA1814'ABOUT 0.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE HARRISON
 LA1814'TOWNSHIP SCHOOL AT NORTH GROVE, THENCE ABOUT 1.8 MILES NORTH ALONG
 LA1814'STATE HIGHWAY 21, ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 21
 LA1814'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT NEW SANTA FE,
 LA1814'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 LA1814'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 LA1814'HEAD WALL OF A 24 INCH PIPE CULVERT, 20 FEET SOUTHWEST OF AND ABOUT
 LA1814'1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1362 ***********************************************************************
 LA1362  DESIGNATION -  F 195
 LA1362  PID         -  LA1362
 LA1362  STATE/COUNTY-  IN/MADISON
 LA1362  COUNTRY     -  US
 LA1362  USGS QUAD   -  ELWOOD (2019)
 LA1362
 LA1362                         *CURRENT SURVEY CONTROL
 LA1362  ______________________________________________________________________
 LA1362* NAD 83(1986) POSITION- 40 21 25.90   (N) 085 47 10.00   (W)   HD_HELD1
 LA1362* NAVD 88 ORTHO HEIGHT -   265.932 (meters)      872.48  (feet) ADJUSTED
 LA1362  ______________________________________________________________________
 LA1362  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 LA1362  DYNAMIC HEIGHT  -        265.793 (meters)      872.02  (feet) COMP
 LA1362  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 LA1362
 LA1362  VERT ORDER      -  SECOND    CLASS 0
 LA1362
 LA1362.The horizontal coordinates were determined by differentially corrected
 LA1362.hand held GPS observations or other comparable positioning techniques
 LA1362.and have an estimated accuracy of +/- 3 meters.
 LA1362
 LA1362.The orthometric height was determined by differential leveling and
 LA1362.adjusted by the NATIONAL GEODETIC SURVEY
 LA1362.in June 1991.
 LA1362
 LA1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1362.GEOID18 height accuracy estimate available here.
 LA1362
 LA1362.Click photographs - Photos may exist for this station.
 LA1362
 LA1362.The dynamic height is computed by dividing the NAVD 88
 LA1362.geopotential number by the normal gravity value computed on the
 LA1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1362.degrees latitude (g = 980.6199 gals.).
 LA1362
 LA1362.The modeled gravity was interpolated from observed gravity values.
 LA1362
 LA1362;                    North         East    Units  Estimated Accuracy
 LA1362;SPC IN E     -   567,185.3      89,853.9     MT  (+/- 3 meters HH1 GPS) 
 LA1362
 LA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0307668110(NAD 83)
 LA1362
 LA1362                          SUPERSEDED SURVEY CONTROL
 LA1362
 LA1362  NGVD 29 (??/??/92)  266.063  (m)          872.91   (f) ADJ UNCH    2 0
 LA1362
 LA1362.Superseded values are not recommended for survey control.
 LA1362
 LA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1362.See file dsdata.pdf to determine how the superseded data were derived.
 LA1362
 LA1362_MARKER: DB = BENCH MARK DISK
 LA1362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1362_SP_SET: BOX CULVERT HEADWALL
 LA1362_STAMPING: F 195 1946
 LA1362_MARK LOGO: CGS
 LA1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1362+STABILITY: SURFACE MOTION
 LA1362
 LA1362  HISTORY     - Date     Condition        Report By
 LA1362  HISTORY     - 1946     MONUMENTED       CGS
 LA1362
 LA1362                          STATION DESCRIPTION
 LA1362
 LA1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1362'1.4 MI S FROM RIGDON.
 LA1362'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE METHODIST
 LA1362'CHURCH AT RIGDON, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA1362'EAST, 46 FEET NORTH OF THE CENTER LINE OF THE PROLONGED ROAD
 LA1362'EAST, 51 FEET SOUTH OF THE ENTRANCE TO THE MICHAEL MEYER FARM,
 LA1362'24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE
 LA1362'TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 10 BY 3 FOOT
 LA1362'CONCRETE BOX CULVERT ABOUT 1 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0907 ***********************************************************************
 MD0907  DESIGNATION -  F 196 RESET
 MD0907  PID         -  MD0907
 MD0907  STATE/COUNTY-  IN/NOBLE
 MD0907  COUNTRY     -  US
 MD0907  USGS QUAD   -  MERRIAM (2019)
 MD0907
 MD0907                         *CURRENT SURVEY CONTROL
 MD0907  ______________________________________________________________________
 MD0907* NAD 83(1986) POSITION- 41 16 40.     (N) 085 26 56.     (W)   SCALED
 MD0907* NAVD 88 ORTHO HEIGHT -   290.70  (meters)      953.7   (feet) RESET
 MD0907  ______________________________________________________________________
 MD0907  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 MD0907  VERT ORDER      -  THIRD
 MD0907
 MD0907.The horizontal coordinates were scaled from a map and have
 MD0907.an estimated accuracy of +/- 6 seconds.
 MD0907
 MD0907.The orthometric height was computed from unverified reset data.
 MD0907
 MD0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0907.GEOID18 height accuracy estimate available here.
 MD0907
 MD0907.Click photographs - Photos may exist for this station.
 MD0907
 MD0907;                    North         East    Units  Estimated Accuracy
 MD0907;SPC IN E     -   669,430.      118,250.      MT  (+/- 180 meters Scaled)
 MD0907
 MD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL299707(NAD 83)
 MD0907
 MD0907                          SUPERSEDED SURVEY CONTROL
 MD0907
 MD0907  NGVD 29 (??/??/??)  290.85   (m)          954.2    (f) RESET       3  
 MD0907
 MD0907.Superseded values are not recommended for survey control.
 MD0907
 MD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0907.See file dsdata.pdf to determine how the superseded data were derived.
 MD0907
 MD0907_MARKER: DB = BENCH MARK DISK
 MD0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0907_STAMPING: F 196 RESET 1966
 MD0907_MARK LOGO: CGS
 MD0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0907+STABILITY: SURFACE MOTION
 MD0907
 MD0907  HISTORY     - Date     Condition        Report By
 MD0907  HISTORY     - 1966     MONUMENTED       CGS
 MD0907  HISTORY     - 1969     GOOD             INHD
 MD0907
 MD0907                          STATION DESCRIPTION
 MD0907
 MD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0907'1 MI SW FROM MERRIAM.
 MD0907'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0907'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 1.1 MILES NORTHEAST OF THE
 MD0907'NOBLE-WHITLEY COUNTY LINE, 0.05 MILE SOUTH OF A FARM DRIVEWAY ON
 MD0907'THE EAST SIDE OF HIGHWAY, 50 FEET NORTHWEST OF THE CENTER OF
 MD0907'STATE HIGHWAY 9, 1.5 FEET WEST OF A METAL WITNESS POST, AND IS
 MD0907'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 MD0907
 MD0907                          STATION RECOVERY (1969)
 MD0907
 MD0907'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0842 ***********************************************************************
 MD0842  DESIGNATION -  F 197
 MD0842  PID         -  MD0842
 MD0842  STATE/COUNTY-  IN/WHITLEY
 MD0842  COUNTRY     -  US
 MD0842  USGS QUAD   -  CHURUBUSCO (2019)
 MD0842
 MD0842                         *CURRENT SURVEY CONTROL
 MD0842  ______________________________________________________________________
 MD0842* NAD 83(1986) POSITION- 41 11 11.     (N) 085 20 10.     (W)   SCALED
 MD0842* NAVD 88 ORTHO HEIGHT -   259.646 (meters)      851.86  (feet) ADJUSTED
 MD0842  ______________________________________________________________________
 MD0842  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 MD0842  DYNAMIC HEIGHT  -        259.550 (meters)      851.54  (feet) COMP
 MD0842  MODELED GRAVITY -    980,243.4   (mgal)                       NAVD 88
 MD0842
 MD0842  VERT ORDER      -  SECOND    CLASS 0
 MD0842
 MD0842.The horizontal coordinates were scaled from a map and have
 MD0842.an estimated accuracy of +/- 6 seconds.
 MD0842
 MD0842.The orthometric height was determined by differential leveling and
 MD0842.adjusted by the NATIONAL GEODETIC SURVEY
 MD0842.in June 1991.
 MD0842
 MD0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0842.GEOID18 height accuracy estimate available here.
 MD0842
 MD0842.Click photographs - Photos may exist for this station.
 MD0842
 MD0842.The dynamic height is computed by dividing the NAVD 88
 MD0842.geopotential number by the normal gravity value computed on the
 MD0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0842.degrees latitude (g = 980.6199 gals.).
 MD0842
 MD0842.The modeled gravity was interpolated from observed gravity values.
 MD0842
 MD0842;                    North         East    Units  Estimated Accuracy
 MD0842;SPC IN E     -   659,310.      127,730.      MT  (+/- 180 meters Scaled)
 MD0842
 MD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395607(NAD 83)
 MD0842
 MD0842                          SUPERSEDED SURVEY CONTROL
 MD0842
 MD0842  NGVD 29 (??/??/92)  259.804  (m)          852.37   (f) ADJ UNCH    2 0
 MD0842
 MD0842.Superseded values are not recommended for survey control.
 MD0842
 MD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0842.See file dsdata.pdf to determine how the superseded data were derived.
 MD0842
 MD0842_MARKER: DB = BENCH MARK DISK
 MD0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0842_SP_SET: CULVERT HEADWALL
 MD0842_STAMPING: F 197 1946
 MD0842_MARK LOGO: CGS
 MD0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0842+STABILITY: SURFACE MOTION
 MD0842
 MD0842  HISTORY     - Date     Condition        Report By
 MD0842  HISTORY     - 1946     MONUMENTED       CGS
 MD0842  HISTORY     - 1962     GOOD             CGS
 MD0842
 MD0842                          STATION DESCRIPTION
 MD0842
 MD0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0842'4.8 MI SW FROM CHURUBUSCO.
 MD0842'ABOUT 1.8 MILES SOUTHERLY ALONG NO. 33 U.S. HWY. FROM ITS INTERSECTION
 MD0842'WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY AND MAIN
 MD0842'STREETS IN CHURUBUSCO, THENCE 1.4 MILES S ALONG COUNTY LINE
 MD0842'ROAD, THENCE 1.6 MILES W ALONG NO. 150 N COUNTY ROAD TO MARK
 MD0842'ON RIGHT, ABOUT 0.9 MILE E OF CONCORD CEMETERY AND BENCH MARK
 MD0842'X 196, ABOUT 0.15 MILE W OF ROAD T-INTERSECTION, 14 FEET N OF
 MD0842'CENTER LINE OF ROAD, 0.9 FOOT LOWER THAN SAME, 1.2 FEET W OF E
 MD0842'END OF 6-FOOT CONCRETE HEADWALL OF A 12-INCH IRON PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0932 ***********************************************************************
 MD0932  DESIGNATION -  F 198
 MD0932  PID         -  MD0932
 MD0932  STATE/COUNTY-  IN/DE KALB
 MD0932  COUNTRY     -  US
 MD0932  USGS QUAD   -  AUBURN (2019)
 MD0932
 MD0932                         *CURRENT SURVEY CONTROL
 MD0932  ______________________________________________________________________
 MD0932* NAD 83(1986) POSITION- 41 21 10.     (N) 085 02 20.     (W)   SCALED
 MD0932* NAVD 88 ORTHO HEIGHT -   267.447 (meters)      877.45  (feet) ADJUSTED
 MD0932  ______________________________________________________________________
 MD0932  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 MD0932  DYNAMIC HEIGHT  -        267.340 (meters)      877.10  (feet) COMP
 MD0932  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 MD0932
 MD0932  VERT ORDER      -  SECOND    CLASS 0
 MD0932
 MD0932.The horizontal coordinates were scaled from a map and have
 MD0932.an estimated accuracy of +/- 6 seconds.
 MD0932
 MD0932.The orthometric height was determined by differential leveling and
 MD0932.adjusted by the NATIONAL GEODETIC SURVEY
 MD0932.in June 1991.
 MD0932
 MD0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0932.GEOID18 height accuracy estimate available here.
 MD0932
 MD0932.Click photographs - Photos may exist for this station.
 MD0932
 MD0932.The dynamic height is computed by dividing the NAVD 88
 MD0932.geopotential number by the normal gravity value computed on the
 MD0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0932.degrees latitude (g = 980.6199 gals.).
 MD0932
 MD0932.The modeled gravity was interpolated from observed gravity values.
 MD0932
 MD0932;                    North         East    Units  Estimated Accuracy
 MD0932;SPC IN E     -   677,930.      152,530.      MT  (+/- 180 meters Scaled)
 MD0932
 MD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL640797(NAD 83)
 MD0932
 MD0932                          SUPERSEDED SURVEY CONTROL
 MD0932
 MD0932  NGVD 29 (??/??/92)  267.590  (m)          877.92   (f) ADJ UNCH    2 0
 MD0932
 MD0932.Superseded values are not recommended for survey control.
 MD0932
 MD0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0932.See file dsdata.pdf to determine how the superseded data were derived.
 MD0932
 MD0932_MARKER: DB = BENCH MARK DISK
 MD0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0932_STAMPING: F 198 1946
 MD0932_MARK LOGO: CGS
 MD0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0932+STABILITY: SURFACE MOTION
 MD0932
 MD0932  HISTORY     - Date     Condition        Report By
 MD0932  HISTORY     - 1946     MONUMENTED       CGS
 MD0932  HISTORY     - 1968     GOOD             INHD
 MD0932
 MD0932                          STATION DESCRIPTION
 MD0932
 MD0932'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0932'1.5 MI SE FROM AUBURN.
 MD0932'ABOUT 0.4 MILE SOUTH ALONG CEDAR ST. FROM THE SOUTHEAST CORNER
 MD0932'OF THE COURT HOUSE IN AUBURN, THENCE 1.1 MILES SOUTHEAST ON 18
 MD0932'ST. AND ITS EXTENSION (CO. RD. 46A) AT THE INTERSECTION OF
 MD0932'SAID AND EAST-WEST ROAD, 21 FT. NORTHEAST OF CENTERLINE OF CO.
 MD0932'RD. 31 3.5 FT. HIGHER THAN SAME, 18 FT. SOUTH OF PROJECTED
 MD0932'CENTERLINE OF CO. RD. 31, IN TOP OF CENTER OF 40 BY 40 INCH
 MD0932'STONE MASONRY FENCE POST AT THE Y INTERSECTION OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0359 ***********************************************************************
 MD0359  DESIGNATION -  F 199
 MD0359  PID         -  MD0359
 MD0359  STATE/COUNTY-  IN/DE KALB
 MD0359  COUNTRY     -  US
 MD0359  USGS QUAD   -  SAINT JOE (2019)
 MD0359
 MD0359                         *CURRENT SURVEY CONTROL
 MD0359  ______________________________________________________________________
 MD0359* NAD 83(1986) POSITION- 41 16 33.     (N) 084 55 48.     (W)   SCALED
 MD0359* NAVD 88 ORTHO HEIGHT -   244.595 (meters)      802.48  (feet) ADJUSTED
 MD0359  ______________________________________________________________________
 MD0359  GEOID HEIGHT    -        -33.268 (meters)                     GEOID18
 MD0359  DYNAMIC HEIGHT  -        244.497 (meters)      802.15  (feet) COMP
 MD0359  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 MD0359
 MD0359  VERT ORDER      -  SECOND    CLASS 0
 MD0359
 MD0359.The horizontal coordinates were scaled from a map and have
 MD0359.an estimated accuracy of +/- 6 seconds.
 MD0359
 MD0359.The orthometric height was determined by differential leveling and
 MD0359.adjusted by the NATIONAL GEODETIC SURVEY
 MD0359.in June 1991.
 MD0359
 MD0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0359.GEOID18 height accuracy estimate available here.
 MD0359
 MD0359.Click photographs - Photos may exist for this station.
 MD0359
 MD0359.The dynamic height is computed by dividing the NAVD 88
 MD0359.geopotential number by the normal gravity value computed on the
 MD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0359.degrees latitude (g = 980.6199 gals.).
 MD0359
 MD0359.The modeled gravity was interpolated from observed gravity values.
 MD0359
 MD0359;                    North         East    Units  Estimated Accuracy
 MD0359;SPC IN E     -   669,450.      161,720.      MT  (+/- 180 meters Scaled)
 MD0359
 MD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL733714(NAD 83)
 MD0359
 MD0359                          SUPERSEDED SURVEY CONTROL
 MD0359
 MD0359  NGVD 29 (??/??/92)  244.743  (m)          802.96   (f) ADJ UNCH    2 0
 MD0359
 MD0359.Superseded values are not recommended for survey control.
 MD0359
 MD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0359.See file dsdata.pdf to determine how the superseded data were derived.
 MD0359
 MD0359_MARKER: DB = BENCH MARK DISK
 MD0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0359_SP_SET: CULVERT HEADWALL
 MD0359_STAMPING: F 199 1946
 MD0359_MARK LOGO: CGS
 MD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0359+STABILITY: SURFACE MOTION
 MD0359
 MD0359  HISTORY     - Date     Condition        Report By
 MD0359  HISTORY     - 1946     MONUMENTED       CGS
 MD0359  HISTORY     - 1968     GOOD             INHD
 MD0359
 MD0359                          STATION DESCRIPTION
 MD0359
 MD0359'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0359'0.7 MI SW FROM SPENCERVILLE.
 MD0359'ABOUT 0.7 MILE SOUTHWEST ALONG S.R. 1 FROM THE MAIN CORNER IN
 MD0359'SPENCERVILLE, 0.8 MILE NORTHEAST ALONG SAME FROM ITS INTERSECTION
 MD0359'WITH DE KALB-ALLEN CO. LINE, 0.6 MILE NORTHEAST ALONG SAME FROM
 MD0359'THE WHITE CITY CEMETERY, 15.5 FT. NORTHWEST OF THE CENTERLINE OF
 MD0359'THE HIGHWAY, 0.1 FT. HIGHER THAN SAME, 1.8 FT. SOUTHWEST OF THE
 MD0359'NORTHEAST END OF 8 FT. LONG CONCRETE HEADWALL OF A 15 INCH PIPE
 MD0359'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0176 ***********************************************************************
 KA0176  DESIGNATION -  F 2
 KA0176  PID         -  KA0176
 KA0176  STATE/COUNTY-  IN/MARION
 KA0176  COUNTRY     -  US
 KA0176  USGS QUAD   -  BEECH GROVE (2019)
 KA0176
 KA0176                         *CURRENT SURVEY CONTROL
 KA0176  ______________________________________________________________________
 KA0176* NAD 83(1986) POSITION- 39 43 44.     (N) 086 04 47.     (W)   SCALED
 KA0176* NAVD 88 ORTHO HEIGHT -   248.741 (meters)      816.08  (feet) ADJUSTED
 KA0176  ______________________________________________________________________
 KA0176  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 KA0176  DYNAMIC HEIGHT  -        248.601 (meters)      815.62  (feet) COMP
 KA0176  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 KA0176
 KA0176  VERT ORDER      -  FIRST     CLASS II
 KA0176
 KA0176.The horizontal coordinates were scaled from a map and have
 KA0176.an estimated accuracy of +/- 6 seconds.
 KA0176
 KA0176.The orthometric height was determined by differential leveling and
 KA0176.adjusted by the NATIONAL GEODETIC SURVEY
 KA0176.in June 1991.
 KA0176
 KA0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0176.GEOID18 height accuracy estimate available here.
 KA0176
 KA0176.Click photographs - Photos may exist for this station.
 KA0176
 KA0176.The dynamic height is computed by dividing the NAVD 88
 KA0176.geopotential number by the normal gravity value computed on the
 KA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0176.degrees latitude (g = 980.6199 gals.).
 KA0176
 KA0176.The modeled gravity was interpolated from observed gravity values.
 KA0176
 KA0176;                    North         East    Units  Estimated Accuracy
 KA0176;SPC IN E     -   497,500.       64,590.      MT  (+/- 180 meters Scaled)
 KA0176
 KA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ788980(NAD 83)
 KA0176
 KA0176                          SUPERSEDED SURVEY CONTROL
 KA0176
 KA0176  NGVD 29 (??/??/92)  248.861  (m)          816.47   (f) ADJ UNCH    1 2
 KA0176
 KA0176.Superseded values are not recommended for survey control.
 KA0176
 KA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0176.See file dsdata.pdf to determine how the superseded data were derived.
 KA0176
 KA0176_MARKER: B = BOLT
 KA0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0176_SP_SET: OVERPASS
 KA0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0176
 KA0176  HISTORY     - Date     Condition        Report By
 KA0176  HISTORY     - 1917     MONUMENTED       CGS
 KA0176  HISTORY     - 1947     GOOD             CGS
 KA0176  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0176
 KA0176                          STATION DESCRIPTION
 KA0176
 KA0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0176'5 MI SE FROM INDIANAPOLIS.
 KA0176'ABOUT 5.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0176'FROM THE UNION STATION AT INIDANAPOLIS, ABOUT 0.5 MILE NORTHWEST
 KA0176'OF MILE POST 104 AT BEECH GROVE, AT THE UNDER PASS OF EMERSON
 KA0176'AVENUE, A ROUND-HEADED BOLT SET IN THE SOUTHEAST END OF THE
 KA0176'NORTHEAST CONCRETE HEAD WALL OF THE OVERPASS, 4 FEET NORTHEAST
 KA0176'OF THE NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
 KA0176'NOTE-- IT WAS REPORTED AT THAT TIME THAT AN 8- BY 10-INCH WOODEN
 KA0176'TIMBER HAS BEEN PLACED ON THE TOP OF THE NORTHEAST CONCRETE
 KA0176'HEADWALL TO GIVE IT MORE HEIGHT AFTER NEW BALLAST WAS PLACED
 KA0176'FOR THE TRACKS.  IN JANUARY 1952 THE MARK COULD NOT BE SEEN FOR
 KA0176'THE TIMBERS.
 KA0176
 KA0176                          STATION RECOVERY (1959)
 KA0176
 KA0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1111 ***********************************************************************
 MD1111  DESIGNATION -  F 2 KOSKO
 MD1111  PID         -  MD1111
 MD1111  STATE/COUNTY-  IN/KOSCIUSKO
 MD1111  COUNTRY     -  US
 MD1111  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1111
 MD1111                         *CURRENT SURVEY CONTROL
 MD1111  ______________________________________________________________________
 MD1111* NAD 83(1986) POSITION- 41 05 45.     (N) 085 44 35.     (W)   SCALED
 MD1111* NAVD 88 ORTHO HEIGHT -   276.623 (meters)      907.55  (feet) ADJUSTED
 MD1111  ______________________________________________________________________
 MD1111  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 MD1111  DYNAMIC HEIGHT  -        276.501 (meters)      907.15  (feet) COMP
 MD1111  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 MD1111
 MD1111  VERT ORDER      -  SECOND    CLASS 0
 MD1111
 MD1111.The horizontal coordinates were scaled from a map and have
 MD1111.an estimated accuracy of +/- 6 seconds.
 MD1111
 MD1111.The orthometric height was determined by differential leveling and
 MD1111.adjusted by the NATIONAL GEODETIC SURVEY
 MD1111.in June 1991.
 MD1111
 MD1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1111.GEOID18 height accuracy estimate available here.
 MD1111
 MD1111.Click photographs - Photos may exist for this station.
 MD1111
 MD1111.The dynamic height is computed by dividing the NAVD 88
 MD1111.geopotential number by the normal gravity value computed on the
 MD1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1111.degrees latitude (g = 980.6199 gals.).
 MD1111
 MD1111.The modeled gravity was interpolated from observed gravity values.
 MD1111
 MD1111;                    North         East    Units  Estimated Accuracy
 MD1111;SPC IN E     -   649,200.       93,580.      MT  (+/- 180 meters Scaled)
 MD1111
 MD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL055501(NAD 83)
 MD1111
 MD1111                          SUPERSEDED SURVEY CONTROL
 MD1111
 MD1111  NGVD 29 (??/??/92)  276.749  (m)          907.97   (f) ADJ UNCH    2 0
 MD1111
 MD1111.Superseded values are not recommended for survey control.
 MD1111
 MD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1111.See file dsdata.pdf to determine how the superseded data were derived.
 MD1111
 MD1111_MARKER: DD = SURVEY DISK
 MD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1111_STAMPING: F 2 KOSKO
 MD1111_MARK LOGO: INHD
 MD1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1111+STABILITY: SURFACE MOTION
 MD1111
 MD1111  HISTORY     - Date     Condition        Report By
 MD1111  HISTORY     - UNK      MONUMENTED       INHD
 MD1111  HISTORY     - 1946     GOOD             CGS
 MD1111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1111
 MD1111                          STATION DESCRIPTION
 MD1111
 MD1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1111'0.5 MI S FROM SIDNEY.
 MD1111'0.5 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1111'AT SIDNEY, 84 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER
 MD1111'POLE NUMBER 111-688, 37.5 FEET EAST OF THE CENTER LINE OF THE
 MD1111'HIGHWAY, 17 FEET SOUTHEAST OF THE CENTER OF THE SOUTH CONCRETE
 MD1111'HEADWALL OF A 12-INCH CORRUGATED STEEL PIPE CULVERT UNDER A FIELD
 MD1111'ENTRANCE, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET WEST
 MD1111'OF THE EAST RIGHT-OF-WAY FENCE LINE, 1 FOOT ABOVE HIGHWAY LEVEL AND
 MD1111'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.
 MD1111
 MD1111                          STATION RECOVERY (1990)
 MD1111
 MD1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1115 ***********************************************************************
 MD1115  DESIGNATION -  F 2 WABSH
 MD1115  PID         -  MD1115
 MD1115  STATE/COUNTY-  IN/WABASH
 MD1115  COUNTRY     -  US
 MD1115  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1115
 MD1115                         *CURRENT SURVEY CONTROL
 MD1115  ______________________________________________________________________
 MD1115* NAD 83(1986) POSITION- 41 02 16.     (N) 085 44 29.     (W)   SCALED
 MD1115* NAVD 88 ORTHO HEIGHT -   241.528 (meters)      792.41  (feet) ADJUSTED
 MD1115  ______________________________________________________________________
 MD1115  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 MD1115  DYNAMIC HEIGHT  -        241.419 (meters)      792.06  (feet) COMP
 MD1115  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 MD1115
 MD1115  VERT ORDER      -  SECOND    CLASS 0
 MD1115
 MD1115.The horizontal coordinates were scaled from a map and have
 MD1115.an estimated accuracy of +/- 6 seconds.
 MD1115
 MD1115.The orthometric height was determined by differential leveling and
 MD1115.adjusted by the NATIONAL GEODETIC SURVEY
 MD1115.in June 1991.
 MD1115
 MD1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1115.GEOID18 height accuracy estimate available here.
 MD1115
 MD1115.Click photographs - Photos may exist for this station.
 MD1115
 MD1115.The dynamic height is computed by dividing the NAVD 88
 MD1115.geopotential number by the normal gravity value computed on the
 MD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1115.degrees latitude (g = 980.6199 gals.).
 MD1115
 MD1115.The modeled gravity was interpolated from observed gravity values.
 MD1115
 MD1115;                    North         East    Units  Estimated Accuracy
 MD1115;SPC IN E     -   642,760.       93,720.      MT  (+/- 180 meters Scaled)
 MD1115
 MD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL057437(NAD 83)
 MD1115
 MD1115                          SUPERSEDED SURVEY CONTROL
 MD1115
 MD1115  NGVD 29 (??/??/92)  241.654  (m)          792.83   (f) ADJ UNCH    2 0
 MD1115
 MD1115.Superseded values are not recommended for survey control.
 MD1115
 MD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1115.See file dsdata.pdf to determine how the superseded data were derived.
 MD1115
 MD1115_MARKER: DD = SURVEY DISK
 MD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1115_STAMPING: F 2 WABSH
 MD1115_MARK LOGO: INHD
 MD1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1115+STABILITY: SURFACE MOTION
 MD1115
 MD1115  HISTORY     - Date     Condition        Report By
 MD1115  HISTORY     - UNK      MONUMENTED       INHD
 MD1115  HISTORY     - 1946     GOOD             CGS
 MD1115  HISTORY     - 1990     GOOD             USPSQD
 MD1115
 MD1115                          STATION DESCRIPTION
 MD1115
 MD1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1115'3.5 MI N FROM NORTH MANCHESTER.
 MD1115'3.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 MD1115'AT NORTH MANCHESTER, ABOUT 0.5 MILE SOUTH OF THE KOSCIUSKO-WABASH
 MD1115'COUNTY LINE, ABOUT 0.2 MILE NORTH OF THE JUNCTION WITH A ROAD
 MD1115'LEADING EAST TO LIBERTY MILLS, IN THE SOUTHEAST ANGLE OF THE
 MD1115'JUNCTION WITH A GRAVEL ROAD LEADING EAST, 52 FEET SOUTH OF THE
 MD1115'CENTER LINE OF THE GRAVEL ROAD, 33 FEET SOUTHEAST OF THE CENTER
 MD1115'OF THE CONCRETE HEADWALL OF A 12-INCH CORRUGATED STEEL PIPE
 MD1115'CULVERT UNDER THE GRAVEL ROAD, 41 FEET EAST OF THE CENTER LINE
 MD1115'OF THE HIGHWAY, 6.5 FEET NORTH OF A TELEPHONE POLE, ABOUT 1 FOOT
 MD1115'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD1115'PROJECTING ABOUT 12 INCHES.
 MD1115
 MD1115                          STATION RECOVERY (1990)
 MD1115
 MD1115'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0108 ***********************************************************************
 ME0108  DESIGNATION -  F 20
 ME0108  PID         -  ME0108
 ME0108  STATE/COUNTY-  IN/ST JOSEPH
 ME0108  COUNTRY     -  US
 ME0108  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0108
 ME0108                         *CURRENT SURVEY CONTROL
 ME0108  ______________________________________________________________________
 ME0108* NAD 83(1986) POSITION- 41 40 08.99   (N) 086 15 11.79   (W)   HD_HELD1
 ME0108* NAVD 88 ORTHO HEIGHT -   224.752 (meters)      737.37  (feet) ADJUSTED
 ME0108  ______________________________________________________________________
 ME0108  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME0108  DYNAMIC HEIGHT  -        224.665 (meters)      737.09  (feet) COMP
 ME0108  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 ME0108
 ME0108  VERT ORDER      -  SECOND    CLASS 0
 ME0108
 ME0108.The horizontal coordinates were determined by differentially corrected
 ME0108.hand held GPS observations or other comparable positioning techniques
 ME0108.and have an estimated accuracy of +/- 3 meters.
 ME0108
 ME0108.The orthometric height was determined by differential leveling and
 ME0108.adjusted by the NATIONAL GEODETIC SURVEY
 ME0108.in June 1991.
 ME0108
 ME0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0108.GEOID18 height accuracy estimate available here.
 ME0108
 ME0108.Click photographs - Photos may exist for this station.
 ME0108
 ME0108.The dynamic height is computed by dividing the NAVD 88
 ME0108.geopotential number by the normal gravity value computed on the
 ME0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0108.degrees latitude (g = 980.6199 gals.).
 ME0108
 ME0108.The modeled gravity was interpolated from observed gravity values.
 ME0108
 ME0108;                    North         East    Units  Estimated Accuracy
 ME0108;SPC IN E     -   713,039.6      51,149.7     MT  (+/- 3 meters HH1 GPS) 
 ME0108
 ME0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6216113314(NAD 83)
 ME0108
 ME0108                          SUPERSEDED SURVEY CONTROL
 ME0108
 ME0108  NGVD 29 (??/??/92)  224.870  (m)          737.76   (f) ADJ UNCH    2 0
 ME0108
 ME0108.Superseded values are not recommended for survey control.
 ME0108
 ME0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0108.See file dsdata.pdf to determine how the superseded data were derived.
 ME0108
 ME0108_MARKER: DB = BENCH MARK DISK
 ME0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0108_SP_SET: RETAINING WALL
 ME0108_STAMPING: F 20 1934
 ME0108_MARK LOGO: CGS
 ME0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0108+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 ME0108
 ME0108  HISTORY     - Date     Condition        Report By
 ME0108  HISTORY     - 1934     MONUMENTED       CGS
 ME0108  HISTORY     - 1946     GOOD             CGS
 ME0108  HISTORY     - 20060912 GOOD             CMT
 ME0108  HISTORY     - 20130520 GOOD             INDOT
 ME0108  HISTORY     - 20131021 GOOD             LFA
 ME0108  HISTORY     - 20140501 GOOD             LFA
 ME0108  HISTORY     - 20160615 GOOD             LFA
 ME0108
 ME0108                          STATION DESCRIPTION
 ME0108
 ME0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0108'AT SOUTH BEND.
 ME0108'AT SOUTH BEND, ABOUT 100 YARDS EAST OF THE EAST END OF UNION
 ME0108'STATION, AT THE NEW YORK CENTRAL RAILROAD BRIDGE OVER LAFAYETTE
 ME0108'BOULEVARD, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST
 ME0108'RETAINING WALL, 57 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN
 ME0108'TRACK, 16 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE,
 ME0108'AND ABOUT LEVEL WITH THE TRACK.
 ME0108
 ME0108                          STATION RECOVERY (2006)
 ME0108
 ME0108'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME0108'RECOVERED IN GOOD CONDITION.
 ME0108
 ME0108                          STATION RECOVERY (2013)
 ME0108
 ME0108'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0108'RECOVERED IN GOOD CONDITION.
 ME0108
 ME0108                          STATION RECOVERY (2013)
 ME0108
 ME0108'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 ME0108'RECOVERED IN GOOD CONDITION.
 ME0108
 ME0108                          STATION RECOVERY (2014)
 ME0108
 ME0108'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2014 (SST)
 ME0108'RECOVERED IN GOOD CONDITION.
 ME0108
 ME0108                          STATION RECOVERY (2016)
 ME0108
 ME0108'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 ME0108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1015 ***********************************************************************
 MD1015  DESIGNATION -  F 20
 MD1015  PID         -  MD1015
 MD1015  STATE/COUNTY-  IN/KOSCIUSKO
 MD1015  COUNTRY     -  US
 MD1015  USGS QUAD   -  WARSAW (2019)
 MD1015
 MD1015                         *CURRENT SURVEY CONTROL
 MD1015  ______________________________________________________________________
 MD1015* NAD 83(1986) POSITION- 41 14 16.     (N) 085 49 23.     (W)   SCALED
 MD1015* NAVD 88 ORTHO HEIGHT -   257.883 (meters)      846.07  (feet) ADJUSTED
 MD1015  ______________________________________________________________________
 MD1015  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 MD1015  DYNAMIC HEIGHT  -        257.773 (meters)      845.71  (feet) COMP
 MD1015  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1015
 MD1015  VERT ORDER      -  FIRST     CLASS I
 MD1015
 MD1015.The horizontal coordinates were scaled from a map and have
 MD1015.an estimated accuracy of +/- 6 seconds.
 MD1015
 MD1015.The orthometric height was determined by differential leveling and
 MD1015.adjusted by the NATIONAL GEODETIC SURVEY
 MD1015.in June 1991.
 MD1015
 MD1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1015.GEOID18 height accuracy estimate available here.
 MD1015
 MD1015.Click photographs - Photos may exist for this station.
 MD1015
 MD1015.The dynamic height is computed by dividing the NAVD 88
 MD1015.geopotential number by the normal gravity value computed on the
 MD1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1015.degrees latitude (g = 980.6199 gals.).
 MD1015
 MD1015.The modeled gravity was interpolated from observed gravity values.
 MD1015
 MD1015;                    North         East    Units  Estimated Accuracy
 MD1015;SPC IN E     -   664,980.       86,890.      MT  (+/- 180 meters Scaled)
 MD1015
 MD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL986658(NAD 83)
 MD1015
 MD1015                          SUPERSEDED SURVEY CONTROL
 MD1015
 MD1015  NGVD 29 (01/19/93)  258.016  (m)          846.51   (f) ADJUSTED    1 1
 MD1015  NGVD 29 (??/??/92)  258.016  (m)          846.51   (f) SUPERSEDED  1 1
 MD1015
 MD1015.Superseded values are not recommended for survey control.
 MD1015
 MD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1015.See file dsdata.pdf to determine how the superseded data were derived.
 MD1015
 MD1015_MARKER: DD = SURVEY DISK
 MD1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1015_STAMPING: F 20 KSKIO REP
 MD1015_MARK LOGO: INHD
 MD1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1015+STABILITY: SURFACE MOTION
 MD1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1015+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1015
 MD1015  HISTORY     - Date     Condition        Report By
 MD1015  HISTORY     - UNK      MONUMENTED       INHD
 MD1015  HISTORY     - 1968     GOOD             CGS
 MD1015  HISTORY     - 1983     MARK NOT FOUND   NGS
 MD1015  HISTORY     - 19921008 GOOD             NGS
 MD1015
 MD1015                          STATION DESCRIPTION
 MD1015
 MD1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1015'1.7 MI E FROM WARSAW.
 MD1015'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1015'AT WARSAW, IN SECTION 10, R 6 E, T 32 N, ABOUT 0.4 MILE NORTH
 MD1015'ALONG SOUTH ARGONNE ROAD FROM THE PENN CENTRAL RAILROAD OVERPASS,
 MD1015'59 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF EAST CENTER
 MD1015'STREET AND SOUTH ARGONNE ROAD, 37 FEET SOUTH OF THE CENTER LINE
 MD1015'OF THE EASTBOUND LANE OF THE HIGHWAY, 37 FEET WEST OF THE CENTER
 MD1015'LINE OF THE ROAD, 7 FEET SOUTHWEST OF THE ROUNDED CURB BETWEEN THE
 MD1015'HIGHWAY AND THE ROAD, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 MD1015'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF
 MD1015'THE GROUND.
 MD1015
 MD1015                          STATION RECOVERY (1983)
 MD1015
 MD1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MD1015'MARK NOT FOUND.
 MD1015
 MD1015                          STATION RECOVERY (1992)
 MD1015
 MD1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1015'3.0 KM (1.85 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD1015'IN WARSAW, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG SOUTH ARGONNE
 MD1015'ROAD, 18.5 M (60.7 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 624 076,
 MD1015'15.5 M (50.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 MD1015'12.0 M (39.4 FT) WEST OF THE ROAD CENTERLINE, 10.9 M (35.8 FT) SOUTH
 MD1015'OF THE CENTERLINE OF THE EASTBOUND LANES OF EAST CENTER STREET, 0.3 M
 MD1015'(1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.2
 MD1015'M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0969 ***********************************************************************
 MD0969  DESIGNATION -  F 20 ALLEN
 MD0969  PID         -  MD0969
 MD0969  STATE/COUNTY-  IN/ALLEN
 MD0969  COUNTRY     -  US
 MD0969  USGS QUAD   -  CHURUBUSCO (2019)
 MD0969
 MD0969                         *CURRENT SURVEY CONTROL
 MD0969  ______________________________________________________________________
 MD0969* NAD 83(1986) POSITION- 41 11 12.     (N) 085 17 33.     (W)   SCALED
 MD0969* NAVD 88 ORTHO HEIGHT -   253.398 (meters)      831.36  (feet) ADJUSTED
 MD0969  ______________________________________________________________________
 MD0969  GEOID HEIGHT    -        -32.752 (meters)                     GEOID18
 MD0969  DYNAMIC HEIGHT  -        253.303 (meters)      831.04  (feet) COMP
 MD0969  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 MD0969
 MD0969  VERT ORDER      -  SECOND    CLASS 0
 MD0969
 MD0969.The horizontal coordinates were scaled from a map and have
 MD0969.an estimated accuracy of +/- 6 seconds.
 MD0969
 MD0969.The orthometric height was determined by differential leveling and
 MD0969.adjusted by the NATIONAL GEODETIC SURVEY
 MD0969.in June 1991.
 MD0969
 MD0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0969.GEOID18 height accuracy estimate available here.
 MD0969
 MD0969.Click photographs - Photos may exist for this station.
 MD0969
 MD0969.The dynamic height is computed by dividing the NAVD 88
 MD0969.geopotential number by the normal gravity value computed on the
 MD0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0969.degrees latitude (g = 980.6199 gals.).
 MD0969
 MD0969.The modeled gravity was interpolated from observed gravity values.
 MD0969
 MD0969;                    North         East    Units  Estimated Accuracy
 MD0969;SPC IN E     -   659,360.      131,390.      MT  (+/- 180 meters Scaled)
 MD0969
 MD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL432608(NAD 83)
 MD0969
 MD0969                          SUPERSEDED SURVEY CONTROL
 MD0969
 MD0969  NGVD 29 (??/??/92)  253.555  (m)          831.87   (f) ADJ UNCH    2 0
 MD0969
 MD0969.Superseded values are not recommended for survey control.
 MD0969
 MD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0969.See file dsdata.pdf to determine how the superseded data were derived.
 MD0969
 MD0969_MARKER: DD = SURVEY DISK
 MD0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0969_SP_SET: BRIDGE
 MD0969_STAMPING: F 20 ALLEN
 MD0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0969
 MD0969  HISTORY     - Date     Condition        Report By
 MD0969  HISTORY     - UNK      MONUMENTED       INHD
 MD0969  HISTORY     - 1963     GOOD             CGS
 MD0969
 MD0969                          STATION DESCRIPTION
 MD0969
 MD0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0969'3.3 MI SSE FROM CHURUBUSCO.
 MD0969'LOCATED 3.3 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA
 MD0969'HIGHWAY 205 AND U.S. HIGHWAY 33 IN CHURUBUSCO ALONG U.S. HIGHWAY
 MD0969'33 ON A SMALL CONCRETE BRIDGE ACROSS THE EEL RIVER.  IT IS 17.8
 MD0969'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 33.  MARK IS AN
 MD0969'INDIANA STATE HIGHWAY COMMISSION DISK STAMPED F 20 ALLEN SET
 MD0969'IN DRILL HOLE IN NORTHEAST WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0491 ***********************************************************************
 MD0491  DESIGNATION -  F 200
 MD0491  PID         -  MD0491
 MD0491  STATE/COUNTY-  IN/ALLEN
 MD0491  COUNTRY     -  US
 MD0491  USGS QUAD   -  GRABILL (2019)
 MD0491
 MD0491                         *CURRENT SURVEY CONTROL
 MD0491  ______________________________________________________________________
 MD0491* NAD 83(1997) POSITION- 41 09 12.93655(N) 084 59 39.09831(W)   ADJUSTED
 MD0491* NAVD 88 ORTHO HEIGHT -   244.658 (meters)      802.68  (feet) ADJUSTED
 MD0491  ______________________________________________________________________
 MD0491  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 MD0491  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MD0491  DYNAMIC HEIGHT  -        244.560 (meters)      802.36  (feet) COMP
 MD0491  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 MD0491
 MD0491  HORZ ORDER      -  SECOND
 MD0491  VERT ORDER      -  SECOND    CLASS 0
 MD0491
 MD0491.The horizontal coordinates were established by classical geodetic methods
 MD0491.and adjusted by the National Geodetic Survey in May 1999.
 MD0491
 MD0491.The orthometric height was determined by differential leveling and
 MD0491.adjusted by the NATIONAL GEODETIC SURVEY
 MD0491.in June 1991.
 MD0491
 MD0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0491.GEOID18 height accuracy estimate available here.
 MD0491
 MD0491.Click photographs - Photos may exist for this station.
 MD0491
 MD0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0491
 MD0491.The dynamic height is computed by dividing the NAVD 88
 MD0491.geopotential number by the normal gravity value computed on the
 MD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0491.degrees latitude (g = 980.6199 gals.).
 MD0491
 MD0491.The modeled gravity was interpolated from observed gravity values.
 MD0491
 MD0491. The following values were computed from the NAD 83(1997) position.
 MD0491
 MD0491;                    North         East     Units Scale Factor Converg.
 MD0491;SPC IN E     -   655,833.004   156,445.364   MT  1.00000586   +0 26 33.2
 MD0491;SPC IN E     - 2,151,678.78    513,271.17   sFT  1.00000586   +0 26 33.2
 MD0491;UTM  16      - 4,557,746.742   668,303.820   MT  0.99994863   +1 19 13.0
 MD0491
 MD0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0491!SPC IN E     -   0.99996682  x   1.00000586  =   0.99997268
 MD0491!UTM  16      -   0.99996682  x   0.99994863  =   0.99991545
 MD0491
 MD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6830357746(NAD 83)
 MD0491
 MD0491                          SUPERSEDED SURVEY CONTROL
 MD0491
 MD0491  NAD 83(1995)-  41 09 12.93666(N)    084 59 39.10051(W) AD(       ) 2
 MD0491  NAD 83(1986)-  41 09 12.93808(N)    084 59 39.11329(W) AD(       ) 2
 MD0491  NAD 27      -  41 09 12.76050(N)    084 59 39.23080(W) AD(       ) 2
 MD0491  NGVD 29 (??/??/92)  244.814  (m)          803.19   (f) ADJ UNCH    2 0
 MD0491  NGVD 29             244.70   (m)          802.8    (f) LEVELING    3  
 MD0491
 MD0491.Superseded values are not recommended for survey control.
 MD0491
 MD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0491.See file dsdata.pdf to determine how the superseded data were derived.
 MD0491
 MD0491_MARKER: DB = BENCH MARK DISK
 MD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0491_STAMPING: F 200 1946
 MD0491_MARK LOGO: CGS
 MD0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0491+STABILITY: SURFACE MOTION
 MD0491
 MD0491  HISTORY     - Date     Condition        Report By
 MD0491  HISTORY     - 1947     MONUMENTED       CGS
 MD0491  HISTORY     - 1960     GOOD             CGS
 MD0491  HISTORY     - 1962     GOOD             CGS
 MD0491  HISTORY     - 1963     GOOD             CGS
 MD0491  HISTORY     - 1963     GOOD             CGS
 MD0491  HISTORY     - 1984     POOR             NGS
 MD0491
 MD0491                          STATION DESCRIPTION
 MD0491
 MD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0491'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HARLAN AND ABOUT 0.7
 MD0491'MILE NORTH OF STATE
 MD0491'HIGHWAY 37 AND ON PROPERTY OWNED BY WAYNE TURLOCK.  IT IS 12 FEET
 MD0491'NORTH OF THE CENTER OF THE ROAD, 5
 MD0491'FEET WEST OF POWER POLE NO. 66-498 AND 2 FEET WEST OF A WHITE WITNESS
 MD0491'POST.  THE MARK IS A 12 BY 12 CONCRETE
 MD0491'POST PROJECTING BOUT 4 INCHES WITH A STANDARD USC AND GS
 MD0491'BENCH MARK DISK STAMPED F 200 1946.  A TRAVERSE
 MD0491'CONNECTION WAS MADE FROM TRIANGULATION
 MD0491'STATION THURMAN AND THE DISTANCE WAS FOUND TO BE 25.46 FEET (7.760
 MD0491'METERS).
 MD0491'
 MD0491'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HARLAN GO
 MD0491'SOUTHWEST ON STATE HIGHWAY 37 FOR
 MD0491'5.1 MILES TO THE WABASH R.R. CROSSING, CONTINUE SOUTHWEST 0.1 MILE TO
 MD0491'A REVERSE FORK ROAD RIGHT, TURN
 MD0491'SHARP RIGHT AND GO 0.65 MILE TO THE END OF THE ROAD AND STATION AS
 MD0491'DESCRIBED.
 MD0491
 MD0491                          STATION RECOVERY (1960)
 MD0491
 MD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0491'THE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.C. BOLSTAD IN
 MD0491'1947 WHEN THE MARK WAS TRAVERSE
 MD0491'CONNECTED BY HIM TO TRIANGULATION STATION THURMAN.  A SEPARATE
 MD0491'DESCRIPTION UNDER THE BENCH MARK
 MD0491'DESIGNATION IN 1947 IS THE MORE COMPLETE DESCRIPTION.
 MD0491
 MD0491                          STATION RECOVERY (1962)
 MD0491
 MD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0491'5.9 MI SW FROM HARLAN.
 MD0491'ABOUT 5.3 MILES SW ALONG NO. 37 INDIANA HWY. FROM ITS OBLIQUE
 MD0491'INTERSECTION WITH ANTWERP ROAD IN CENTER OF HARLAN TO
 MD0491'Y-INTERSECTION ABOUT 0.1 MILE SW OF CROSSING OF WABASH RAILWAY,
 MD0491'THENCE 0.6 MILE N ON GRAVEL ROAD TO TURN AND THE MARK, 24 FEET
 MD0491'W OF THE CENTER LINE OF ONE ROAD, 9 FEET N OF CENTER LINE OF
 MD0491'THE OTHER, ABOUT LEVEL WITH SAME, 5 FEET W OF NO. 66/498 POWER
 MD0491'POLE, AND PROJECTING 0.2 FOOT ABOVE GROUND.  IT IS 25.46 FEET
 MD0491'SW IN AZIMUTH 42 DEG 38 MIN FROM TRIANGULATION STATION THURMAN.
 MD0491
 MD0491                          STATION RECOVERY (1963)
 MD0491
 MD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0491'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 MD0491'RECOVERED IN GOOD CONDITION.
 MD0491'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL
 MD0491'DESCRIPTION IS ADEQUATE WITH THE
 MD0491'FOLLOWING ADDITION-
 MD0491'
 MD0491'AN 8 FOOT DIAMETER CONCRETE CAMERA TARGET WAS ERECTED AROUND THE
 MD0491'STATION MARK.
 MD0491
 MD0491                          STATION RECOVERY (1963)
 MD0491
 MD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0491'RECOVERED IN GOOD CONDITION.
 MD0491
 MD0491                          STATION RECOVERY (1984)
 MD0491
 MD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0491'MARK FOUND LEANING TO THE EAST-NORTHEAST. ELEVATION VALUE OF THIS
 MD0491'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0797 ***********************************************************************
 LA0797  DESIGNATION -  F 202
 LA0797  PID         -  LA0797
 LA0797  STATE/COUNTY-  IN/WELLS
 LA0797  COUNTRY     -  US
 LA0797  USGS QUAD   -  OSSIAN (2019)
 LA0797
 LA0797                         *CURRENT SURVEY CONTROL
 LA0797  ______________________________________________________________________
 LA0797* NAD 83(1986) POSITION- 40 53 36.     (N) 085 10 00.     (W)   SCALED
 LA0797* NAVD 88 ORTHO HEIGHT -   250.640 (meters)      822.31  (feet) ADJUSTED
 LA0797  ______________________________________________________________________
 LA0797  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 LA0797  DYNAMIC HEIGHT  -        250.528 (meters)      821.94  (feet) COMP
 LA0797  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 LA0797
 LA0797  VERT ORDER      -  SECOND    CLASS 0
 LA0797
 LA0797.The horizontal coordinates were scaled from a map and have
 LA0797.an estimated accuracy of +/- 6 seconds.
 LA0797
 LA0797.The orthometric height was determined by differential leveling and
 LA0797.adjusted by the NATIONAL GEODETIC SURVEY
 LA0797.in June 1991.
 LA0797
 LA0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0797.GEOID18 height accuracy estimate available here.
 LA0797
 LA0797.Click photographs - Photos may exist for this station.
 LA0797
 LA0797.The dynamic height is computed by dividing the NAVD 88
 LA0797.geopotential number by the normal gravity value computed on the
 LA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0797.degrees latitude (g = 980.6199 gals.).
 LA0797
 LA0797.The modeled gravity was interpolated from observed gravity values.
 LA0797
 LA0797;                    North         East    Units  Estimated Accuracy
 LA0797;SPC IN E     -   626,830.      142,130.      MT  (+/- 180 meters Scaled)
 LA0797
 LA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544285(NAD 83)
 LA0797
 LA0797                          SUPERSEDED SURVEY CONTROL
 LA0797
 LA0797  NGVD 29 (??/??/92)  250.784  (m)          822.78   (f) ADJ UNCH    2 0
 LA0797
 LA0797.Superseded values are not recommended for survey control.
 LA0797
 LA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0797.See file dsdata.pdf to determine how the superseded data were derived.
 LA0797
 LA0797_MARKER: DB = BENCH MARK DISK
 LA0797_STAMPING: F 202 1946
 LA0797_MARK LOGO: CGS
 LA0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0797
 LA0797  HISTORY     - Date     Condition        Report By
 LA0797  HISTORY     - 1946     MONUMENTED       CGS
 LA0797  HISTORY     - 1968     GOOD             CGS
 LA0797
 LA0797                          STATION DESCRIPTION
 LA0797
 LA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0797'1 MI N FROM OSSIAN.
 LA0797'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0797'OSSIAN, 0.1 MILE SOUTH OF A CROSS ROAD, 1 FOOT NORTH OF THE
 LA0797'SOUTH END OF THE WEST HEAD WALL OF A 15 FOOT CULVERT, 21 FEET
 LA0797'WEST OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LA0797'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1509 ***********************************************************************
 LA1509  DESIGNATION -  F 203
 LA1509  PID         -  LA1509
 LA1509  STATE/COUNTY-  IN/GRANT
 LA1509  COUNTRY     -  US
 LA1509  USGS QUAD   -  GAS CITY (2019)
 LA1509
 LA1509                         *CURRENT SURVEY CONTROL
 LA1509  ______________________________________________________________________
 LA1509* NAD 83(1986) POSITION- 40 29 41.25   (N) 085 30 08.79   (W)   HD_HELD1
 LA1509* NAVD 88 ORTHO HEIGHT -   266.613 (meters)      874.71  (feet) ADJUSTED
 LA1509  ______________________________________________________________________
 LA1509  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 LA1509  DYNAMIC HEIGHT  -        266.477 (meters)      874.27  (feet) COMP
 LA1509  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 LA1509
 LA1509  VERT ORDER      -  SECOND    CLASS 0
 LA1509
 LA1509.The horizontal coordinates were determined by differentially corrected
 LA1509.hand held GPS observations or other comparable positioning techniques
 LA1509.and have an estimated accuracy of +/- 3 meters.
 LA1509
 LA1509.The orthometric height was determined by differential leveling and
 LA1509.adjusted by the NATIONAL GEODETIC SURVEY
 LA1509.in June 1991.
 LA1509
 LA1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1509.GEOID18 height accuracy estimate available here.
 LA1509
 LA1509.Click photographs - Photos may exist for this station.
 LA1509
 LA1509.The dynamic height is computed by dividing the NAVD 88
 LA1509.geopotential number by the normal gravity value computed on the
 LA1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1509.degrees latitude (g = 980.6199 gals.).
 LA1509
 LA1509.The modeled gravity was interpolated from observed gravity values.
 LA1509
 LA1509;                    North         East    Units  Estimated Accuracy
 LA1509;SPC IN E     -   582,470.1     113,921.6     MT  (+/- 3 meters HH1 GPS) 
 LA1509
 LA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2690683753(NAD 83)
 LA1509
 LA1509                          SUPERSEDED SURVEY CONTROL
 LA1509
 LA1509  NGVD 29 (??/??/92)  266.743  (m)          875.14   (f) ADJ UNCH    2 0
 LA1509
 LA1509.Superseded values are not recommended for survey control.
 LA1509
 LA1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1509.See file dsdata.pdf to determine how the superseded data were derived.
 LA1509
 LA1509_MARKER: DB = BENCH MARK DISK
 LA1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1509_SP_SET: CULVERT HEADWALL
 LA1509_STAMPING: F 203 1946
 LA1509_MARK LOGO: CGS
 LA1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1509+STABILITY: SURFACE MOTION
 LA1509
 LA1509  HISTORY     - Date     Condition        Report By
 LA1509  HISTORY     - 1946     MONUMENTED       CGS
 LA1509
 LA1509                          STATION DESCRIPTION
 LA1509
 LA1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1509'1.8 MI N FROM UPLAND.
 LA1509'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE PENNSYLVANIA
 LA1509'RAILROAD STATION AT UPLAND, 1.0 MILE NORTH OF THE JUNCTION OF
 LA1509'STATE HIGHWAY 22, AT A GRAVEL CROSS ROAD, 0.4 MILE SOUTH OF A
 LA1509'CEMETERY, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA1509'11 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, SET IN
 LA1509'THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF AN 8 FOOT
 LA1509'CONCRETE CULVERT UNDER THE ROAD LEADING WEST AND ABOUT LEVEL
 LA1509'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1726 ***********************************************************************
 LA1726  DESIGNATION -  F 204
 LA1726  PID         -  LA1726
 LA1726  STATE/COUNTY-  IN/GRANT
 LA1726  COUNTRY     -  US
 LA1726  USGS QUAD   -  MARION (2019)
 LA1726
 LA1726                         *CURRENT SURVEY CONTROL
 LA1726  ______________________________________________________________________
 LA1726* NAD 83(1986) POSITION- 40 35 34.     (N) 085 39 07.     (W)   SCALED
 LA1726* NAVD 88 ORTHO HEIGHT -   244.914 (meters)      803.52  (feet) ADJUSTED
 LA1726  ______________________________________________________________________
 LA1726  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1726  DYNAMIC HEIGHT  -        244.790 (meters)      803.12  (feet) COMP
 LA1726  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 LA1726
 LA1726  VERT ORDER      -  SECOND    CLASS 0
 LA1726
 LA1726.The horizontal coordinates were scaled from a map and have
 LA1726.an estimated accuracy of +/- 6 seconds.
 LA1726
 LA1726.The orthometric height was determined by differential leveling and
 LA1726.adjusted by the NATIONAL GEODETIC SURVEY
 LA1726.in June 1991.
 LA1726
 LA1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1726.GEOID18 height accuracy estimate available here.
 LA1726
 LA1726.Click photographs - Photos may exist for this station.
 LA1726
 LA1726.The dynamic height is computed by dividing the NAVD 88
 LA1726.geopotential number by the normal gravity value computed on the
 LA1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1726.degrees latitude (g = 980.6199 gals.).
 LA1726
 LA1726.The modeled gravity was interpolated from observed gravity values.
 LA1726
 LA1726;                    North         East    Units  Estimated Accuracy
 LA1726;SPC IN E     -   593,340.      101,250.      MT  (+/- 180 meters Scaled)
 LA1726
 LA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140944(NAD 83)
 LA1726
 LA1726                          SUPERSEDED SURVEY CONTROL
 LA1726
 LA1726  NGVD 29 (??/??/92)  245.041  (m)          803.94   (f) ADJ UNCH    2 0
 LA1726
 LA1726.Superseded values are not recommended for survey control.
 LA1726
 LA1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1726.See file dsdata.pdf to determine how the superseded data were derived.
 LA1726
 LA1726_MARKER: DB = BENCH MARK DISK
 LA1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1726_SP_SET: ABUTMENT
 LA1726_STAMPING: F 204 1946
 LA1726_MARK LOGO: CGS
 LA1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1726
 LA1726  HISTORY     - Date     Condition        Report By
 LA1726  HISTORY     - 1946     MONUMENTED       CGS
 LA1726  HISTORY     - 1962     GOOD             CGS
 LA1726
 LA1726                          STATION DESCRIPTION
 LA1726
 LA1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1726'1.7 MI NE FROM MARION.
 LA1726'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAYS 9 AND 37 FROM ITS
 LA1726'INTERSECTION WITH STATE HIGHWAY 15 AT MARION, SET IN THE TOP
 LA1726'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 LA1726'50 FOOT STEEL BRIDGE OVER HUMMEL CREEK, 18 FEET SOUTHEAST OF AND
 LA1726'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LA1726
 LA1726                          STATION RECOVERY (1962)
 LA1726
 LA1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1397 ***********************************************************************
 LA1397  DESIGNATION -  F 205
 LA1397  PID         -  LA1397
 LA1397  STATE/COUNTY-  IN/TIPTON
 LA1397  COUNTRY     -  US
 LA1397  USGS QUAD   -  OMEGA (2019)
 LA1397
 LA1397                         *CURRENT SURVEY CONTROL
 LA1397  ______________________________________________________________________
 LA1397* NAD 83(1986) POSITION- 40 14 11.     (N) 085 58 34.     (W)   SCALED
 LA1397* NAVD 88 ORTHO HEIGHT -   261.911 (meters)      859.29  (feet) ADJUSTED
 LA1397  ______________________________________________________________________
 LA1397  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LA1397  DYNAMIC HEIGHT  -        261.771 (meters)      858.83  (feet) COMP
 LA1397  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 LA1397
 LA1397  VERT ORDER      -  SECOND    CLASS 0
 LA1397
 LA1397.The horizontal coordinates were scaled from a map and have
 LA1397.an estimated accuracy of +/- 6 seconds.
 LA1397
 LA1397.The orthometric height was determined by differential leveling and
 LA1397.adjusted by the NATIONAL GEODETIC SURVEY
 LA1397.in June 1991.
 LA1397
 LA1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1397.GEOID18 height accuracy estimate available here.
 LA1397
 LA1397.Click photographs - Photos may exist for this station.
 LA1397
 LA1397.The dynamic height is computed by dividing the NAVD 88
 LA1397.geopotential number by the normal gravity value computed on the
 LA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1397.degrees latitude (g = 980.6199 gals.).
 LA1397
 LA1397.The modeled gravity was interpolated from observed gravity values.
 LA1397
 LA1397;                    North         East    Units  Estimated Accuracy
 LA1397;SPC IN E     -   553,810.       73,670.      MT  (+/- 180 meters Scaled)
 LA1397
 LA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870544(NAD 83)
 LA1397
 LA1397                          SUPERSEDED SURVEY CONTROL
 LA1397
 LA1397  NGVD 29 (??/??/92)  262.036  (m)          859.70   (f) ADJ UNCH    2 0
 LA1397
 LA1397.Superseded values are not recommended for survey control.
 LA1397
 LA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1397.See file dsdata.pdf to determine how the superseded data were derived.
 LA1397
 LA1397_MARKER: DB = BENCH MARK DISK
 LA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1397_STAMPING: F 205 1946
 LA1397_MARK LOGO: CGS
 LA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1397+STABILITY: SURFACE MOTION
 LA1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1397+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 LA1397
 LA1397  HISTORY     - Date     Condition        Report By
 LA1397  HISTORY     - 1946     MONUMENTED       CGS
 LA1397  HISTORY     - 20061227 GOOD             INDIV
 LA1397
 LA1397                          STATION DESCRIPTION
 LA1397
 LA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1397'4.8 MI SW FROM HOBBS.
 LA1397'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1397'AT HOBBS, THENCE ABOUT 3.25 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1397'0.25 MILE NORTH OF A CROSS ROAD, SET AT A T FENCE CORNER IN THE
 LA1397'WEST RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF THE FENCE CORNER
 LA1397'POST, 14 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST
 LA1397'OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD, AN SET IN THE
 LA1397'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1397
 LA1397                          STATION RECOVERY (2006)
 LA1397
 LA1397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DCW)
 LA1397'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0463 ***********************************************************************
 LB0463  DESIGNATION -  F 208
 LB0463  PID         -  LB0463
 LB0463  STATE/COUNTY-  IN/TIPTON
 LB0463  COUNTRY     -  US
 LB0463  USGS QUAD   -  KOKOMO WEST (2019)
 LB0463
 LB0463                         *CURRENT SURVEY CONTROL
 LB0463  ______________________________________________________________________
 LB0463* NAD 83(1986) POSITION- 40 22 58.     (N) 086 08 46.     (W)   SCALED
 LB0463* NAVD 88 ORTHO HEIGHT -   271.556 (meters)      890.93  (feet) ADJUSTED
 LB0463  ______________________________________________________________________
 LB0463  GEOID HEIGHT    -        -34.407 (meters)                     GEOID18
 LB0463  DYNAMIC HEIGHT  -        271.411 (meters)      890.45  (feet) COMP
 LB0463  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LB0463
 LB0463  VERT ORDER      -  SECOND    CLASS 0
 LB0463
 LB0463.The horizontal coordinates were scaled from a map and have
 LB0463.an estimated accuracy of +/- 6 seconds.
 LB0463
 LB0463.The orthometric height was determined by differential leveling and
 LB0463.adjusted by the NATIONAL GEODETIC SURVEY
 LB0463.in June 1991.
 LB0463
 LB0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0463.GEOID18 height accuracy estimate available here.
 LB0463
 LB0463.Click photographs - Photos may exist for this station.
 LB0463
 LB0463.The dynamic height is computed by dividing the NAVD 88
 LB0463.geopotential number by the normal gravity value computed on the
 LB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0463.degrees latitude (g = 980.6199 gals.).
 LB0463
 LB0463.The modeled gravity was interpolated from observed gravity values.
 LB0463
 LB0463;                    North         East    Units  Estimated Accuracy
 LB0463;SPC IN E     -   570,130.       59,290.      MT  (+/- 180 meters Scaled)
 LB0463
 LB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK724705(NAD 83)
 LB0463
 LB0463                          SUPERSEDED SURVEY CONTROL
 LB0463
 LB0463  NGVD 29 (??/??/92)  271.671  (m)          891.31   (f) ADJ UNCH    2 0
 LB0463
 LB0463.Superseded values are not recommended for survey control.
 LB0463
 LB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0463.See file dsdata.pdf to determine how the superseded data were derived.
 LB0463
 LB0463_MARKER: DB = BENCH MARK DISK
 LB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0463_STAMPING: F 208 1946
 LB0463_MARK LOGO: CGS
 LB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0463+STABILITY: SURFACE MOTION
 LB0463
 LB0463  HISTORY     - Date     Condition        Report By
 LB0463  HISTORY     - 1946     MONUMENTED       CGS
 LB0463  HISTORY     - 1959     GOOD             CGS
 LB0463
 LB0463                          STATION DESCRIPTION
 LB0463
 LB0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0463'3.2 MI NW FROM SHARPSVILLE.
 LB0463'ABOUT 1.5 MILES WEST ALONG A COUNTY ROAD FROM THE METHODIST
 LB0463'CHURCH AT SHARPSVILLE, THENCE ABOUT 0.25 MILE NORTH, THENCE
 LB0463'ABOUT 1.5 MILE WEST ALONG A COUNTY ROAD, ABOUT 1.0 MILE WEST
 LB0463'OF THE INTERSECTION OF U.S. HIGHWAY 31, SET IN THE NORTHWEST
 LB0463'QUARTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 32
 LB0463'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET
 LB0463'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 15 FEET WEST OF
 LB0463'A 24 INCH CONCRETE FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE
 LB0463'LINE, ABOUT 0.5 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP
 LB0463'OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0463
 LB0463                          STATION RECOVERY (1959)
 LB0463
 LB0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LB0463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1437 ***********************************************************************
 LA1437  DESIGNATION -  F 209
 LA1437  PID         -  LA1437
 LA1437  STATE/COUNTY-  IN/MADISON
 LA1437  COUNTRY     -  US
 LA1437  USGS QUAD   -  LAPEL (2019)
 LA1437
 LA1437                         *CURRENT SURVEY CONTROL
 LA1437  ______________________________________________________________________
 LA1437* NAD 83(1986) POSITION- 40 04 35.     (N) 085 49 47.     (W)   SCALED
 LA1437* NAVD 88 ORTHO HEIGHT -   263.026 (meters)      862.94  (feet) ADJUSTED
 LA1437  ______________________________________________________________________
 LA1437  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 LA1437  DYNAMIC HEIGHT  -        262.883 (meters)      862.48  (feet) COMP
 LA1437  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LA1437
 LA1437  VERT ORDER      -  SECOND    CLASS 0
 LA1437
 LA1437.The horizontal coordinates were scaled from a map and have
 LA1437.an estimated accuracy of +/- 6 seconds.
 LA1437
 LA1437.The orthometric height was determined by differential leveling and
 LA1437.adjusted by the NATIONAL GEODETIC SURVEY
 LA1437.in June 1991.
 LA1437
 LA1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1437.GEOID18 height accuracy estimate available here.
 LA1437
 LA1437.Click photographs - Photos may exist for this station.
 LA1437
 LA1437.The dynamic height is computed by dividing the NAVD 88
 LA1437.geopotential number by the normal gravity value computed on the
 LA1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1437.degrees latitude (g = 980.6199 gals.).
 LA1437
 LA1437.The modeled gravity was interpolated from observed gravity values.
 LA1437
 LA1437;                    North         East    Units  Estimated Accuracy
 LA1437;SPC IN E     -   536,010.       86,090.      MT  (+/- 180 meters Scaled)
 LA1437
 LA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997368(NAD 83)
 LA1437
 LA1437                          SUPERSEDED SURVEY CONTROL
 LA1437
 LA1437  NGVD 29 (??/??/92)  263.160  (m)          863.38   (f) ADJ UNCH    2 0
 LA1437
 LA1437.Superseded values are not recommended for survey control.
 LA1437
 LA1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1437.See file dsdata.pdf to determine how the superseded data were derived.
 LA1437
 LA1437_MARKER: DB = BENCH MARK DISK
 LA1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1437_STAMPING: F 209 1946
 LA1437_MARK LOGO: CGS
 LA1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1437+STABILITY: SURFACE MOTION
 LA1437
 LA1437  HISTORY     - Date     Condition        Report By
 LA1437  HISTORY     - 1946     MONUMENTED       CGS
 LA1437
 LA1437                          STATION DESCRIPTION
 LA1437
 LA1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1437'1.4 MI NE FROM LAPEL.
 LA1437'ABOUT 1.0 MILE EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1437'STATION AT LAPEL, THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 LA1437'AT THE LAPEL AIRPORT, 129 FEET WEST AND ACROSS THE NORTH-SOUTH
 LA1437'ROAD FROM THE SOUTHWEST CORNER OF THE ADMINSTRATION BUILDING,
 LA1437'159 FEET SOUTH OF A T FENCE CORNER IN THE WEST RIGHT-OF-WAY FENCE,
 LA1437'16 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF
 LA1437'TRANSFORMER POWER POLE NO. 65-617 AND IN LINE WITH THE ROW OF POLES,
 LA1437'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LA1437'POST PROJECTING 6 IN.  NOTE-- IT WAS REPORTED IN JULY 1953 THAT
 LA1437'THE AIRPORT IS NO LONGER IN OPERATION AND THE ADMINISTRATION
 LA1437'BUILDING HAS BEEN CONVERTED INTO A DWELLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0750 ***********************************************************************
 MD0750  DESIGNATION -  F 21
 MD0750  PID         -  MD0750
 MD0750  STATE/COUNTY-  IN/NOBLE
 MD0750  COUNTRY     -  US
 MD0750  USGS QUAD   -  KENDALLVILLE (2019)
 MD0750
 MD0750                         *CURRENT SURVEY CONTROL
 MD0750  ______________________________________________________________________
 MD0750* NAD 83(1986) POSITION- 41 26 53.     (N) 085 19 39.     (W)   SCALED
 MD0750* NAVD 88 ORTHO HEIGHT -   299.376 (meters)      982.20  (feet) ADJUSTED
 MD0750  ______________________________________________________________________
 MD0750  GEOID HEIGHT    -        -33.144 (meters)                     GEOID18
 MD0750  DYNAMIC HEIGHT  -        299.256 (meters)      981.81  (feet) COMP
 MD0750  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 MD0750
 MD0750  VERT ORDER      -  SECOND    CLASS 0
 MD0750
 MD0750.The horizontal coordinates were scaled from a map and have
 MD0750.an estimated accuracy of +/- 6 seconds.
 MD0750
 MD0750.The orthometric height was determined by differential leveling and
 MD0750.adjusted by the NATIONAL GEODETIC SURVEY
 MD0750.in June 1991.
 MD0750
 MD0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0750.GEOID18 height accuracy estimate available here.
 MD0750
 MD0750.Click photographs - Photos may exist for this station.
 MD0750
 MD0750.The dynamic height is computed by dividing the NAVD 88
 MD0750.geopotential number by the normal gravity value computed on the
 MD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0750.degrees latitude (g = 980.6199 gals.).
 MD0750
 MD0750.The modeled gravity was interpolated from observed gravity values.
 MD0750
 MD0750;                    North         East    Units  Estimated Accuracy
 MD0750;SPC IN E     -   688,370.      128,340.      MT  (+/- 180 meters Scaled)
 MD0750
 MD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397898(NAD 83)
 MD0750
 MD0750                          SUPERSEDED SURVEY CONTROL
 MD0750
 MD0750  NGVD 29 (??/??/92)  299.509  (m)          982.64   (f) ADJ UNCH    2 0
 MD0750
 MD0750.Superseded values are not recommended for survey control.
 MD0750
 MD0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0750.See file dsdata.pdf to determine how the superseded data were derived.
 MD0750
 MD0750_MARKER: DB = BENCH MARK DISK
 MD0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0750_STAMPING: F 21 1934
 MD0750_MARK LOGO: CGS
 MD0750_PROJECTION: FLUSH
 MD0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0750+STABILITY: SURFACE MOTION
 MD0750
 MD0750  HISTORY     - Date     Condition        Report By
 MD0750  HISTORY     - 1934     MONUMENTED       CGS
 MD0750  HISTORY     - 1962     GOOD             CGS
 MD0750  HISTORY     - 1973     POOR             NGS
 MD0750
 MD0750                          STATION DESCRIPTION
 MD0750
 MD0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0750'3.2 MI W FROM KENDALLVILLE.
 MD0750'ABOUT 3.2 MILES W ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0750'WITH N. MAIN STREET IN NORTHERN PART OF KENDALLVILLE OR ABOUT 4.1
 MD0750'MILES E ALONG SAME FROM BRIDGE OVER NEW YORK CENTRAL RAILROAD AT
 MD0750'BRIMFIELD, THENCE 0.3 MILE S ALONG COUNTY ROAD TO THE RAILROAD
 MD0750'CROSSING AND THE MARK ON THE LEFT, 30.5 FEET N OF N RAIL OF MAIN
 MD0750'LINE DOUBLE TRACKS, 0.1 FOOT LOWER THAN SAME, 24 FEET E OF CENTER
 MD0750'LINE OF 18-FOOT ROAD PAVEMENT, 11 FEET S OF R/W FENCE, 9.8 FEET
 MD0750'S OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 MD0750
 MD0750                          STATION RECOVERY (1973)
 MD0750
 MD0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MD0750'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0486 ***********************************************************************
 LB0486  DESIGNATION -  F 210
 LB0486  PID         -  LB0486
 LB0486  STATE/COUNTY-  IN/HAMILTON
 LB0486  COUNTRY     -  US
 LB0486  USGS QUAD   -  SHERIDAN (2019)
 LB0486
 LB0486                         *CURRENT SURVEY CONTROL
 LB0486  ______________________________________________________________________
 LB0486* NAD 83(1986) POSITION- 40 11 04.77   (N) 086 14 32.48   (W)   HD_HELD1
 LB0486* NAVD 88 ORTHO HEIGHT -   283.085 (meters)      928.75  (feet) ADJUSTED
 LB0486  ______________________________________________________________________
 LB0486  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 LB0486  DYNAMIC HEIGHT  -        282.929 (meters)      928.24  (feet) COMP
 LB0486  MODELED GRAVITY -    980,066.1   (mgal)                       NAVD 88
 LB0486
 LB0486  VERT ORDER      -  SECOND    CLASS 0
 LB0486
 LB0486.The horizontal coordinates were determined by differentially corrected
 LB0486.hand held GPS observations or other comparable positioning techniques
 LB0486.and have an estimated accuracy of +/- 3 meters.
 LB0486
 LB0486.The orthometric height was determined by differential leveling and
 LB0486.adjusted by the NATIONAL GEODETIC SURVEY
 LB0486.in June 1991.
 LB0486
 LB0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0486.GEOID18 height accuracy estimate available here.
 LB0486
 LB0486.Click photographs - Photos may exist for this station.
 LB0486
 LB0486.The dynamic height is computed by dividing the NAVD 88
 LB0486.geopotential number by the normal gravity value computed on the
 LB0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0486.degrees latitude (g = 980.6199 gals.).
 LB0486
 LB0486.The modeled gravity was interpolated from observed gravity values.
 LB0486
 LB0486;                    North         East    Units  Estimated Accuracy
 LB0486;SPC IN E     -   548,179.7      50,973.9     MT  (+/- 3 meters HH1 GPS) 
 LB0486
 LB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6449848527(NAD 83)
 LB0486
 LB0486                          SUPERSEDED SURVEY CONTROL
 LB0486
 LB0486  NGVD 29 (??/??/92)  283.193  (m)          929.11   (f) ADJ UNCH    2 0
 LB0486
 LB0486.Superseded values are not recommended for survey control.
 LB0486
 LB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0486.See file dsdata.pdf to determine how the superseded data were derived.
 LB0486
 LB0486_MARKER: DB = BENCH MARK DISK
 LB0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0486_SP_SET: BRIDGE WINGWALL
 LB0486_STAMPING: F 210 1946
 LB0486_MARK LOGO: CGS
 LB0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0486+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2022
 LB0486
 LB0486  HISTORY     - Date     Condition        Report By
 LB0486  HISTORY     - 1946     MONUMENTED       CGS
 LB0486  HISTORY     - 1961     GOOD             CGS
 LB0486  HISTORY     - 20221116 GOOD             IN-057
 LB0486
 LB0486                          STATION DESCRIPTION
 LB0486
 LB0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0486'4.3 MI NW FROM SHERIDAN.
 LB0486'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CITY
 LB0486'HALL AT SHERIDAN, THENCE ABOUT 2.5 MILES NORTH ALONG THE
 LB0486'HAMILTON-BOONE COUNTY LINE ROAD, ABOUT 0.3 MILE NORTH OF THE
 LB0486'BOONE-CLINTON COUNTY LINE, ABOUT 0.2 MILE SOUTH OF A CROSS ROAD,
 LB0486'SET IN THE TOP OF THE NORTHEAST WING WALL OF A 30 FOOT CONCRETE
 LB0486'BRIDGE OVER PRAIRIE CREEK, 12 FEET EAST OF AND ABOUT LEVEL WITH
 LB0486'THE CENTER LINE OF THE ROAD.
 LB0486
 LB0486                          STATION RECOVERY (1961)
 LB0486
 LB0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0486'RECOVERED IN GOOD CONDITION.
 LB0486
 LB0486                          STATION RECOVERY (2022)
 LB0486
 LB0486'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0486'4.3 MI (6.9 KM) NORTHWEST FROM SHERIDAN.  ABOUT 1.8 MI (2.9 KM)
 LB0486'NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CITY HALL AT SHERIDAN,
 LB0486'THENCE ABOUT 2.5 MI (4.0 KM) NORTH ALONG THE HAMILTON-BOONE COUNTY
 LB0486'LINE ROAD, ABOUT 0.3 MI (0.5 KM) NORTH OF THE BOONE-CLINTON COUNTY
 LB0486'LINE, ABOUT 0.2 MI (0.3 KM) SOUTH OF A CROSS ROAD, SET IN THE TOP OF
 LB0486'THE NORTHEAST WING WALL OF A 30 FT (9.1 M) CONCRETE BRIDGE OVER PEARCE
 LB0486'DITCH, 11 FT (3.4 M) EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 LB0486'THE ROAD.1 FOOT EAST OF THE NORTHEAST CORNER OF EAST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0420 ***********************************************************************
 LB0420  DESIGNATION -  F 211
 LB0420  PID         -  LB0420
 LB0420  STATE/COUNTY-  IN/HOWARD
 LB0420  COUNTRY     -  US
 LB0420  USGS QUAD   -  KOKOMO EAST (2019)
 LB0420
 LB0420                         *CURRENT SURVEY CONTROL
 LB0420  ______________________________________________________________________
 LB0420* NAD 83(1986) POSITION- 40 29 56.     (N) 086 03 02.     (W)   SCALED
 LB0420* NAVD 88 ORTHO HEIGHT -   250.851 (meters)      823.00  (feet) ADJUSTED
 LB0420  ______________________________________________________________________
 LB0420  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 LB0420  DYNAMIC HEIGHT  -        250.721 (meters)      822.57  (feet) COMP
 LB0420  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 LB0420
 LB0420  VERT ORDER      -  SECOND    CLASS 0
 LB0420
 LB0420.The horizontal coordinates were scaled from a map and have
 LB0420.an estimated accuracy of +/- 6 seconds.
 LB0420
 LB0420.The orthometric height was determined by differential leveling and
 LB0420.adjusted by the NATIONAL GEODETIC SURVEY
 LB0420.in June 1991.
 LB0420
 LB0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0420.GEOID18 height accuracy estimate available here.
 LB0420
 LB0420.Click photographs - Photos may exist for this station.
 LB0420
 LB0420.The dynamic height is computed by dividing the NAVD 88
 LB0420.geopotential number by the normal gravity value computed on the
 LB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0420.degrees latitude (g = 980.6199 gals.).
 LB0420
 LB0420.The modeled gravity was interpolated from observed gravity values.
 LB0420
 LB0420;                    North         East    Units  Estimated Accuracy
 LB0420;SPC IN E     -   582,980.       67,460.      MT  (+/- 180 meters Scaled)
 LB0420
 LB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK804835(NAD 83)
 LB0420
 LB0420                          SUPERSEDED SURVEY CONTROL
 LB0420
 LB0420  NGVD 29 (??/??/92)  250.974  (m)          823.40   (f) ADJ UNCH    2 0
 LB0420
 LB0420.Superseded values are not recommended for survey control.
 LB0420
 LB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0420.See file dsdata.pdf to determine how the superseded data were derived.
 LB0420
 LB0420_MARKER: DB = BENCH MARK DISK
 LB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0420_STAMPING: F 211 1946
 LB0420_MARK LOGO: CGS
 LB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0420+STABILITY: SURFACE MOTION
 LB0420
 LB0420  HISTORY     - Date     Condition        Report By
 LB0420  HISTORY     - 1946     MONUMENTED       CGS
 LB0420
 LB0420                          STATION DESCRIPTION
 LB0420
 LB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0420'4.4 MI E FROM KOKOMO.
 LB0420'4.4 MILES EAST ALONG THE NEW YORK, CHICAGO, AND ST. LOUIS RAILROAD
 LB0420'FROM THE STATION AT KOKOMO, ABOUT 1.0 MILE WEST OF VERMONT, AT
 LB0420'A GRAVEL ROAD CROSSING, 2 POLES EAST OF POLE 176/30 21 FEET
 LB0420'NORTH OF THE NORTH RAIL OF THE TRACK, 97 FEET WEST OF THE CENTER
 LB0420'LINE OF THE NORTH-SOUTH GRAVEL ROAD, 25 FEET SOUTH OF THE CENTER
 LB0420'LINE OF A GRAVEL ROAD RUNNING PARALLEL TO THE TRACK, 11 FEET EAST
 LB0420'OF A TELEGRAPH POLE, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE
 LB0420'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0564 ***********************************************************************
 LB0564  DESIGNATION -  F 212 RESET
 LB0564  PID         -  LB0564
 LB0564  STATE/COUNTY-  IN/HAMILTON
 LB0564  COUNTRY     -  US
 LB0564  USGS QUAD   -  NOBLESVILLE (2019)
 LB0564
 LB0564                         *CURRENT SURVEY CONTROL
 LB0564  ______________________________________________________________________
 LB0564* NAD 83(1986) POSITION- 40 03 26.     (N) 086 01 00.     (W)   SCALED
 LB0564* NAVD 88 ORTHO HEIGHT -   232.18  (meters)      761.7   (feet) RESET
 LB0564  ______________________________________________________________________
 LB0564  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 LB0564  VERT ORDER      -  THIRD
 LB0564
 LB0564.The horizontal coordinates were scaled from a map and have
 LB0564.an estimated accuracy of +/- 6 seconds.
 LB0564
 LB0564.The orthometric height was computed from unverified reset data.
 LB0564
 LB0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0564.GEOID18 height accuracy estimate available here.
 LB0564
 LB0564.Click photographs - Photos may exist for this station.
 LB0564
 LB0564;                    North         East    Units  Estimated Accuracy
 LB0564;SPC IN E     -   533,930.       70,140.      MT  (+/- 180 meters Scaled)
 LB0564
 LB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838345(NAD 83)
 LB0564
 LB0564                          SUPERSEDED SURVEY CONTROL
 LB0564
 LB0564.No superseded survey control is available for this station.
 LB0564
 LB0564_MARKER: DB = BENCH MARK DISK
 LB0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0564_STAMPING: F 212 RESET 1953
 LB0564_MARK LOGO: CGS
 LB0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0564+STABILITY: SURFACE MOTION
 LB0564
 LB0564  HISTORY     - Date     Condition        Report By
 LB0564  HISTORY     - 1953     MONUMENTED       INHD
 LB0564  HISTORY     - 1954     GOOD             CGS
 LB0564  HISTORY     - 20010523 GOOD             MAJENG
 LB0564
 LB0564                          STATION DESCRIPTION
 LB0564
 LB0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0564'0.9 MI N FROM NOBLESVILLE.
 LB0564'0.2 MILE WEST ALONG LOGAN STREET FROM THE COURTHOUSE AT NOBLESVILLE,
 LB0564'HAMILTON COUNTY, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 19
 LB0564'LEADING TO CICERO, AT THE MIDDLE ENTRANCE TO FOREST PARK, 60
 LB0564'FEET NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 39.6
 LB0564'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 LB0564'THE HIGHWAY.  A STANDARD DISK, STAMPED F 212 RESET 1953 AND
 LB0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0564'GROUND.
 LB0564
 LB0564                          STATION RECOVERY (2001)
 LB0564
 LB0564'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2001 (MC)
 LB0564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0975 ***********************************************************************
 LA0975  DESIGNATION -  F 213
 LA0975  PID         -  LA0975
 LA0975  STATE/COUNTY-  IN/HUNTINGTON
 LA0975  COUNTRY     -  US
 LA0975  USGS QUAD   -  WARREN (2019)
 LA0975
 LA0975                         *CURRENT SURVEY CONTROL
 LA0975  ______________________________________________________________________
 LA0975* NAD 83(1997) POSITION- 40 44 21.62372(N) 085 26 36.98917(W)   ADJUSTED
 LA0975* NAVD 88 ORTHO HEIGHT -   258.953 (meters)      849.58  (feet) ADJUSTED
 LA0975  ______________________________________________________________________
 LA0975  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 LA0975  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 LA0975  DYNAMIC HEIGHT  -        258.827 (meters)      849.17  (feet) COMP
 LA0975  MODELED GRAVITY -    980,130.3   (mgal)                       NAVD 88
 LA0975
 LA0975  HORZ ORDER      -  SECOND
 LA0975  VERT ORDER      -  SECOND    CLASS 0
 LA0975
 LA0975.The horizontal coordinates were established by classical geodetic methods
 LA0975.and adjusted by the National Geodetic Survey in May 1999.
 LA0975
 LA0975.The orthometric height was determined by differential leveling and
 LA0975.adjusted by the NATIONAL GEODETIC SURVEY
 LA0975.in June 1991.
 LA0975
 LA0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0975.GEOID18 height accuracy estimate available here.
 LA0975
 LA0975.Click photographs - Photos may exist for this station.
 LA0975
 LA0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0975
 LA0975.The dynamic height is computed by dividing the NAVD 88
 LA0975.geopotential number by the normal gravity value computed on the
 LA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0975.degrees latitude (g = 980.6199 gals.).
 LA0975
 LA0975.The modeled gravity was interpolated from observed gravity values.
 LA0975
 LA0975. The following values were computed from the NAD 83(1997) position.
 LA0975
 LA0975;                    North         East     Units Scale Factor Converg.
 LA0975;SPC IN E     -   609,636.431   118,840.192   MT  0.99997103   +0 08 44.1
 LA0975;SPC IN E     - 2,000,115.52    389,894.86   sFT  0.99997103   +0 08 44.1
 LA0975;UTM  16      - 4,510,986.954   631,411.680   MT  0.99981256   +1 00 57.2
 LA0975
 LA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0975!SPC IN E     -   0.99996473  x   0.99997103  =   0.99993576
 LA0975!UTM  16      -   0.99996473  x   0.99981256  =   0.99977730
 LA0975
 LA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3141110986(NAD 83)
 LA0975
 LA0975                          SUPERSEDED SURVEY CONTROL
 LA0975
 LA0975  NAD 83(1995)-  40 44 21.62515(N)    085 26 37.00047(W) AD(       ) 2
 LA0975  NAD 83(1986)-  40 44 21.62642(N)    085 26 37.00367(W) AD(       ) 2
 LA0975  NAD 27      -  40 44 21.46480(N)    085 26 37.10320(W) AD(       ) 2
 LA0975  NGVD 29 (??/??/92)  259.084  (m)          850.01   (f) ADJ UNCH    2 0
 LA0975  NGVD 29             259.08   (m)          850.0    (f) LEVELING    3  
 LA0975
 LA0975.Superseded values are not recommended for survey control.
 LA0975
 LA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0975.See file dsdata.pdf to determine how the superseded data were derived.
 LA0975
 LA0975_MARKER: DB = BENCH MARK DISK
 LA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0975_STAMPING: F 213 1947
 LA0975_MARK LOGO: CGS
 LA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0975+STABILITY: SURFACE MOTION
 LA0975
 LA0975  HISTORY     - Date     Condition        Report By
 LA0975  HISTORY     - 1947     MONUMENTED       CGS
 LA0975  HISTORY     - 1948     GOOD             CGS
 LA0975  HISTORY     - 1965     GOOD             CGS
 LA0975
 LA0975                          STATION DESCRIPTION
 LA0975
 LA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0975'3 MI W FROM PLUM TREE.
 LA0975'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0975'CHURCH AT PLUM TREE, THENCE ABOUT 0.2 MILE SOUTH ALONG STATE
 LA0975'HIGHWAY 5, 131 FEET WEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 LA0975'CORNER OF NABBS FARM HOUSE, 35 FEET WEST OF THE CENTER LINE OF THE
 LA0975'HIGHWAY, 71 FEET NORTH OF A TELEPONE POLE, 5 FEET SOUTH OF A FENCE
 LA0975'CORNER, 1 FOOT EAST OF THE FENCE LINE, 1 FOOT NORTH OF A WHITE
 LA0975'WOODEN WITNESS POST, ABOUT 1.5 FOOT BELOW THE HIGHWAY AND SET
 LA0975'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS
 LA0975'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE NEW YORK
 LA0975'CHICAGO AND ST. LOUIS RAILROAD STATION AT WARREN.
 LA0975
 LA0975                          STATION RECOVERY (1948)
 LA0975
 LA0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA0975'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HUNTINGTON, 6-1/2
 LA0975'MILES EAST OF MT. ETNA
 LA0975'AND 4 MILES NORTH OF WARREN ON RIGHT OF WAY OF STATE HIGHWAY 5.  IT
 LA0975'IS 35 FEET WEST OF CENTER OF
 LA0975'HIGHWAY 5, 5 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT NORTH OF A
 LA0975'WITNESS POST.  THE MARK IS AN 8 BY 8 INCH
 LA0975'CONCRETE POST WHICH PROJECTS 4 INCHES AND THE
 LA0975'DISK IS A STANDARD USC AND GS BM DISK STAMPED F 213 1947.
 LA0975'
 LA0975'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KELSO.  THE
 LA0975'DISTANCE WAS 108.13 FEET,
 LA0975'(32.958 METERS).
 LA0975'
 LA0975'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN WARREN,
 LA0975'GO NORTH ON STATE HIGHWAY 5
 LA0975'FOR 3.7 MILES TO STATION ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 LA0975'
 LA0975'THIS IS A TRAVERSE STATION
 LA0975
 LA0975                          STATION RECOVERY (1965)
 LA0975
 LA0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0907 ***********************************************************************
 LA0907  DESIGNATION -  F 214
 LA0907  PID         -  LA0907
 LA0907  STATE/COUNTY-  IN/HUNTINGTON
 LA0907  COUNTRY     -  US
 LA0907  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0907
 LA0907                         *CURRENT SURVEY CONTROL
 LA0907  ______________________________________________________________________
 LA0907* NAD 83(1986) POSITION- 40 43 36.     (N) 085 22 24.     (W)   SCALED
 LA0907* NAVD 88 ORTHO HEIGHT -   260.088 (meters)      853.31  (feet) ADJUSTED
 LA0907  ______________________________________________________________________
 LA0907  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LA0907  DYNAMIC HEIGHT  -        259.961 (meters)      852.89  (feet) COMP
 LA0907  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LA0907
 LA0907  VERT ORDER      -  SECOND    CLASS 0
 LA0907
 LA0907.The horizontal coordinates were scaled from a map and have
 LA0907.an estimated accuracy of +/- 6 seconds.
 LA0907
 LA0907.The orthometric height was determined by differential leveling and
 LA0907.adjusted by the NATIONAL GEODETIC SURVEY
 LA0907.in June 1991.
 LA0907
 LA0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0907.GEOID18 height accuracy estimate available here.
 LA0907
 LA0907.Click photographs - Photos may exist for this station.
 LA0907
 LA0907.The dynamic height is computed by dividing the NAVD 88
 LA0907.geopotential number by the normal gravity value computed on the
 LA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0907.degrees latitude (g = 980.6199 gals.).
 LA0907
 LA0907.The modeled gravity was interpolated from observed gravity values.
 LA0907
 LA0907;                    North         East    Units  Estimated Accuracy
 LA0907;SPC IN E     -   608,250.      124,780.      MT  (+/- 180 meters Scaled)
 LA0907
 LA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL373096(NAD 83)
 LA0907
 LA0907                          SUPERSEDED SURVEY CONTROL
 LA0907
 LA0907  NGVD 29 (??/??/92)  260.220  (m)          853.74   (f) ADJ UNCH    2 0
 LA0907
 LA0907.Superseded values are not recommended for survey control.
 LA0907
 LA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0907.See file dsdata.pdf to determine how the superseded data were derived.
 LA0907
 LA0907_MARKER: DB = BENCH MARK DISK
 LA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0907_STAMPING: F 214 1947
 LA0907_MARK LOGO: CGS
 LA0907_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0907+STABILITY: SURFACE MOTION
 LA0907
 LA0907  HISTORY     - Date     Condition        Report By
 LA0907  HISTORY     - 1947     MONUMENTED       CGS
 LA0907
 LA0907                          STATION DESCRIPTION
 LA0907
 LA0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0907'7.4 MI S FROM MARKLE.
 LA0907'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0907'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, ABOUT 1.1 MILES
 LA0907'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 124, AT A GRAVEL CROSS
 LA0907'ROAD, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 LA0907'SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 8 FEET SOUTHEAST OF
 LA0907'A FENCE CORNER, 6.5 FEET SOUTH OF R.E.A. POWER POLE NO. B14/35,
 LA0907'1.5 FEET NORTHEAST OF THE FENCE, 1.5 FEET NORTH OF A WHITE
 LA0907'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA0907'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0960 ***********************************************************************
 LA0960  DESIGNATION -  F 216
 LA0960  PID         -  LA0960
 LA0960  STATE/COUNTY-  IN/WELLS
 LA0960  COUNTRY     -  US
 LA0960  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0960
 LA0960                         *CURRENT SURVEY CONTROL
 LA0960  ______________________________________________________________________
 LA0960* NAD 83(1986) POSITION- 40 39 16.     (N) 085 21 10.     (W)   SCALED
 LA0960* NAVD 88 ORTHO HEIGHT -   261.446 (meters)      857.76  (feet) ADJUSTED
 LA0960  ______________________________________________________________________
 LA0960  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 LA0960  DYNAMIC HEIGHT  -        261.315 (meters)      857.33  (feet) COMP
 LA0960  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 LA0960
 LA0960  VERT ORDER      -  SECOND    CLASS 0
 LA0960
 LA0960.The horizontal coordinates were scaled from a map and have
 LA0960.an estimated accuracy of +/- 6 seconds.
 LA0960
 LA0960.The orthometric height was determined by differential leveling and
 LA0960.adjusted by the NATIONAL GEODETIC SURVEY
 LA0960.in June 1991.
 LA0960
 LA0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0960.GEOID18 height accuracy estimate available here.
 LA0960
 LA0960.Click photographs - Photos may exist for this station.
 LA0960
 LA0960.The dynamic height is computed by dividing the NAVD 88
 LA0960.geopotential number by the normal gravity value computed on the
 LA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0960.degrees latitude (g = 980.6199 gals.).
 LA0960
 LA0960.The modeled gravity was interpolated from observed gravity values.
 LA0960
 LA0960;                    North         East    Units  Estimated Accuracy
 LA0960;SPC IN E     -   600,230.      126,550.      MT  (+/- 180 meters Scaled)
 LA0960
 LA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL392017(NAD 83)
 LA0960
 LA0960                          SUPERSEDED SURVEY CONTROL
 LA0960
 LA0960  NGVD 29 (??/??/92)  261.578  (m)          858.19   (f) ADJ UNCH    2 0
 LA0960
 LA0960.Superseded values are not recommended for survey control.
 LA0960
 LA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0960.See file dsdata.pdf to determine how the superseded data were derived.
 LA0960
 LA0960_MARKER: DB = BENCH MARK DISK
 LA0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0960_STAMPING: F 216 1947
 LA0960_MARK LOGO: CGS
 LA0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0960+STABILITY: SURFACE MOTION
 LA0960
 LA0960  HISTORY     - Date     Condition        Report By
 LA0960  HISTORY     - 1947     MONUMENTED       CGS
 LA0960  HISTORY     - 1969     GOOD             CGS
 LA0960
 LA0960                          STATION DESCRIPTION
 LA0960
 LA0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0960'6.9 MI W FROM PONETO.
 LA0960'ABOUT 6.9 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE CROSSING
 LA0960'OF THE NEW YORK, CHI., AND ST. LOUIS RR AT PONETO, ABOUT 3.9 MILES
 LA0960'SOUTHEAST ALONG S.R. 5 THENCE ABOUT 1.0 MILES EAST ALONG S.R. 218
 LA0960'FROM WARREN, AT THE T JUNCTION OF CO. RD. 700W, LEADING SOUTH,
 LA0960'ABOUT 75 YDS. EAST OF THE JUNCTION NORTH, 23 FT. EAST OF THE C/L
 LA0960'OF THE SIDE ROAD, 38 FT. SOUTH OF THE C/L OF THE HIGHWAY, 7 FT.
 LA0960'EAST OF R.E.A. POLE F-37, 5 FT. EAST OF THE FENCE CORNER, 1 FT.
 LA0960'NORTH OF THE FENCE, 1.5 FT. WEST OF A STEEL WITNESS POST, ABOUT
 LA0960'1.0 FT. BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LA0960'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1501 ***********************************************************************
 LA1501  DESIGNATION -  F 217
 LA1501  PID         -  LA1501
 LA1501  STATE/COUNTY-  IN/GRANT
 LA1501  COUNTRY     -  US
 LA1501  USGS QUAD   -  GAS CITY (2019)
 LA1501
 LA1501                         *CURRENT SURVEY CONTROL
 LA1501  ______________________________________________________________________
 LA1501* NAD 83(1986) POSITION- 40 23 22.     (N) 085 31 52.     (W)   SCALED
 LA1501* NAVD 88 ORTHO HEIGHT -   268.066 (meters)      879.48  (feet) ADJUSTED
 LA1501  ______________________________________________________________________
 LA1501  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 LA1501  DYNAMIC HEIGHT  -        267.928 (meters)      879.03  (feet) COMP
 LA1501  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 LA1501
 LA1501  VERT ORDER      -  SECOND    CLASS 0
 LA1501
 LA1501.The horizontal coordinates were scaled from a map and have
 LA1501.an estimated accuracy of +/- 6 seconds.
 LA1501
 LA1501.The orthometric height was determined by differential leveling and
 LA1501.adjusted by the NATIONAL GEODETIC SURVEY
 LA1501.in June 1991.
 LA1501
 LA1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1501.GEOID18 height accuracy estimate available here.
 LA1501
 LA1501.Click photographs - Photos may exist for this station.
 LA1501
 LA1501.The dynamic height is computed by dividing the NAVD 88
 LA1501.geopotential number by the normal gravity value computed on the
 LA1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1501.degrees latitude (g = 980.6199 gals.).
 LA1501
 LA1501.The modeled gravity was interpolated from observed gravity values.
 LA1501
 LA1501;                    North         East    Units  Estimated Accuracy
 LA1501;SPC IN E     -   570,770.      111,510.      MT  (+/- 180 meters Scaled)
 LA1501
 LA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK246720(NAD 83)
 LA1501
 LA1501                          SUPERSEDED SURVEY CONTROL
 LA1501
 LA1501  NGVD 29 (??/??/92)  268.203  (m)          879.93   (f) ADJ UNCH    2 0
 LA1501
 LA1501.Superseded values are not recommended for survey control.
 LA1501
 LA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1501.See file dsdata.pdf to determine how the superseded data were derived.
 LA1501
 LA1501_MARKER: DB = BENCH MARK DISK
 LA1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1501_STAMPING: F 217 1947
 LA1501_MARK LOGO: CGS
 LA1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1501+STABILITY: SURFACE MOTION
 LA1501
 LA1501  HISTORY     - Date     Condition        Report By
 LA1501  HISTORY     - 1947     MONUMENTED       CGS
 LA1501
 LA1501                          STATION DESCRIPTION
 LA1501
 LA1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1501'1.6 MI NW FROM MATTHEWS.
 LA1501'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE JUNCTION
 LA1501'OF STATE HIGHWAY 221 AT MATTHEWS, THENCE ABOUT 1.1 MILES WEST
 LA1501'ALONG A GRAVEL COUNTY ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 LA1501'LEADING SOUTH, ABOUT 90 YARDS EAST OF THE CROSSING OF A POWER
 LA1501'TRANSMISSION LINE, 26 FEET SOUTH OF THE CENTER LINE OF THE
 LA1501'EAST-WEST ROAD, 20 FEET WEST OF THE CENTER LINE OF THE ROAD
 LA1501'SOUTH, 6 FEET SOUTH OF AN IRON RAIL FENCE CORNER POST, 1 FOOT
 LA1501'EAST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 LA1501'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1501'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1270 ***********************************************************************
 LA1270  DESIGNATION -  F 218
 LA1270  PID         -  LA1270
 LA1270  STATE/COUNTY-  IN/DELAWARE
 LA1270  COUNTRY     -  US
 LA1270  USGS QUAD   -  WHEELING (2019)
 LA1270
 LA1270                         *CURRENT SURVEY CONTROL
 LA1270  ______________________________________________________________________
 LA1270* NAD 83(1986) POSITION- 40 16 37.     (N) 085 27 10.     (W)   SCALED
 LA1270* NAVD 88 ORTHO HEIGHT -   277.547 (meters)      910.59  (feet) ADJUSTED
 LA1270  ______________________________________________________________________
 LA1270  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 LA1270  DYNAMIC HEIGHT  -        277.402 (meters)      910.11  (feet) COMP
 LA1270  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 LA1270
 LA1270  VERT ORDER      -  SECOND    CLASS 0
 LA1270
 LA1270.The horizontal coordinates were scaled from a map and have
 LA1270.an estimated accuracy of +/- 6 seconds.
 LA1270
 LA1270.The orthometric height was determined by differential leveling and
 LA1270.adjusted by the NATIONAL GEODETIC SURVEY
 LA1270.in June 1991.
 LA1270
 LA1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1270.GEOID18 height accuracy estimate available here.
 LA1270
 LA1270.Click photographs - Photos may exist for this station.
 LA1270
 LA1270.The dynamic height is computed by dividing the NAVD 88
 LA1270.geopotential number by the normal gravity value computed on the
 LA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1270.degrees latitude (g = 980.6199 gals.).
 LA1270
 LA1270.The modeled gravity was interpolated from observed gravity values.
 LA1270
 LA1270;                    North         East    Units  Estimated Accuracy
 LA1270;SPC IN E     -   558,290.      118,190.      MT  (+/- 180 meters Scaled)
 LA1270
 LA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK315596(NAD 83)
 LA1270
 LA1270                          SUPERSEDED SURVEY CONTROL
 LA1270
 LA1270  NGVD 29 (??/??/92)  277.685  (m)          911.04   (f) ADJ UNCH    2 0
 LA1270
 LA1270.Superseded values are not recommended for survey control.
 LA1270
 LA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1270.See file dsdata.pdf to determine how the superseded data were derived.
 LA1270
 LA1270_MARKER: DB = BENCH MARK DISK
 LA1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1270_SP_SET: CULVERT HEADWALL
 LA1270_STAMPING: F 218 1947
 LA1270_MARK LOGO: CGS
 LA1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1270+STABILITY: SURFACE MOTION
 LA1270
 LA1270  HISTORY     - Date     Condition        Report By
 LA1270  HISTORY     - 1947     MONUMENTED       CGS
 LA1270  HISTORY     - 20240606 MARK NOT FOUND   PICI
 LA1270
 LA1270                          STATION DESCRIPTION
 LA1270
 LA1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1270'11.4 MI E FROM ALEXANDRIA.
 LA1270'ABOUT 11.4 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1270'WITH STATE HIGHWAY 9 AT ALEXANDRIA, ABOUT 0.85 MILE WEST OF THE
 LA1270'INTERSECTION OF U.S. HIGHWAY 35, ABOUT 0.5 MILE EAST OF THE
 LA1270'CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD, ABOUT 100 YARDS
 LA1270'EAST OF THE CROSSING OF A POWER TRANSMISSION LINE, SET IN THE
 LA1270'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 15-INCH
 LA1270'PIPE CULVERT, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1270'14 FEET SOUTHWEST OF A T FENCE CORNER POST IN THE FENCE LINE,
 LA1270'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM
 LA1270'THE COURT HOUSE AT MUNCIE BY GOING ABOUT 6.2 MILES NORTHWEST
 LA1270'ALONG U.S. HIGHWAY 35, THENCE ABOUT 0.85 MILE WEST ALONG STATE
 LA1270'HIGHWAY 28.
 LA1270
 LA1270                          STATION RECOVERY (2024)
 LA1270
 LA1270'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2024 (DER)
 LA1270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1222 ***********************************************************************
 LA1222  DESIGNATION -  F 219
 LA1222  PID         -  LA1222
 LA1222  STATE/COUNTY-  IN/DELAWARE
 LA1222  COUNTRY     -  US
 LA1222  USGS QUAD   -  MUNCIE WEST (2019)
 LA1222
 LA1222                         *CURRENT SURVEY CONTROL
 LA1222  ______________________________________________________________________
 LA1222* NAD 83(1986) POSITION- 40 14 00.     (N) 085 23 46.     (W)   SCALED
 LA1222* NAVD 88 ORTHO HEIGHT -   284.774 (meters)      934.30  (feet) ADJUSTED
 LA1222  ______________________________________________________________________
 LA1222  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 LA1222  DYNAMIC HEIGHT  -        284.624 (meters)      933.80  (feet) COMP
 LA1222  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LA1222
 LA1222  VERT ORDER      -  SECOND    CLASS 0
 LA1222
 LA1222.The horizontal coordinates were scaled from a map and have
 LA1222.an estimated accuracy of +/- 6 seconds.
 LA1222
 LA1222.The orthometric height was determined by differential leveling and
 LA1222.adjusted by the NATIONAL GEODETIC SURVEY
 LA1222.in June 1991.
 LA1222
 LA1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1222.GEOID18 height accuracy estimate available here.
 LA1222
 LA1222.Click photographs - Photos may exist for this station.
 LA1222
 LA1222.The dynamic height is computed by dividing the NAVD 88
 LA1222.geopotential number by the normal gravity value computed on the
 LA1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1222.degrees latitude (g = 980.6199 gals.).
 LA1222
 LA1222.The modeled gravity was interpolated from observed gravity values.
 LA1222
 LA1222;                    North         East    Units  Estimated Accuracy
 LA1222;SPC IN E     -   553,460.      123,020.      MT  (+/- 180 meters Scaled)
 LA1222
 LA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK364548(NAD 83)
 LA1222
 LA1222                          SUPERSEDED SURVEY CONTROL
 LA1222
 LA1222  NGVD 29 (??/??/92)  284.911  (m)          934.75   (f) ADJ UNCH    2 0
 LA1222
 LA1222.Superseded values are not recommended for survey control.
 LA1222
 LA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1222.See file dsdata.pdf to determine how the superseded data were derived.
 LA1222
 LA1222_MARKER: DB = BENCH MARK DISK
 LA1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1222_STAMPING: F 219 1947
 LA1222_MARK LOGO: CGS
 LA1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1222+STABILITY: SURFACE MOTION
 LA1222
 LA1222  HISTORY     - Date     Condition        Report By
 LA1222  HISTORY     - 1947     MONUMENTED       CGS
 LA1222  HISTORY     - 1968     GOOD             CGS
 LA1222  HISTORY     - 1970     GOOD             NGS
 LA1222
 LA1222                          STATION DESCRIPTION
 LA1222
 LA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA1222'3.7 MI N FROM MUNCIE.
 LA1222'ABOUT 2.95 MILES NORTH NORTHWEST ALONG WHEELING AVE. FROM THE
 LA1222'COURT HOUSE IN MUNCIE TO THE INTERSECTION WITH 300 NORTH ROAD,
 LA1222'THENCE ABOUT 0.75 MILES EAST ON 300 NORTH ROAD TO THE MARK WHICH
 LA1222'IS LOCATED IN A JOG IN THE SOUTH BOUNDARY FENCE OF DELAWARE
 LA1222'COUNTY AIRPORT.  THE MARK IS LOCATED ON THE SOUTH SIDE OF BOUNDARY
 LA1222'FENCE 1 FOOT EAST OF NORTH-SOUTH JOG ON FENCE, 26.5 FEET NORTH
 LA1222'OF THE CENTER LINE OF 300 NORTH ROAD.  THE MARK IS ABOUT LEVEL
 LA1222'WITH THE ROAD AND SET IN A CONCRETE POST PROJECTING 4 INCHES.
 LA1222
 LA1222                          STATION RECOVERY (1970)
 LA1222
 LA1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0617 ***********************************************************************
 MD0617  DESIGNATION -  F 22
 MD0617  PID         -  MD0617
 MD0617  STATE/COUNTY-  IN/STEUBEN
 MD0617  COUNTRY     -  US
 MD0617  USGS QUAD   -  ASHLEY (2019)
 MD0617
 MD0617                         *CURRENT SURVEY CONTROL
 MD0617  ______________________________________________________________________
 MD0617* NAD 83(1986) POSITION- 41 31 57.78   (N) 085 01 16.18   (W)   HD_HELD1
 MD0617* NAVD 88 ORTHO HEIGHT -   301.964 (meters)      990.69  (feet) ADJUSTED
 MD0617  ______________________________________________________________________
 MD0617  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 MD0617  DYNAMIC HEIGHT  -        301.848 (meters)      990.31  (feet) COMP
 MD0617  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 MD0617
 MD0617  VERT ORDER      -  SECOND    CLASS 0
 MD0617
 MD0617.The horizontal coordinates were determined by differentially corrected
 MD0617.hand held GPS observations or other comparable positioning techniques
 MD0617.and have an estimated accuracy of +/- 3 meters.
 MD0617
 MD0617.The orthometric height was determined by differential leveling and
 MD0617.adjusted by the NATIONAL GEODETIC SURVEY
 MD0617.in June 1991.
 MD0617
 MD0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0617.GEOID18 height accuracy estimate available here.
 MD0617
 MD0617.Click photographs - Photos may exist for this station.
 MD0617
 MD0617.The dynamic height is computed by dividing the NAVD 88
 MD0617.geopotential number by the normal gravity value computed on the
 MD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0617.degrees latitude (g = 980.6199 gals.).
 MD0617
 MD0617.The modeled gravity was interpolated from observed gravity values.
 MD0617
 MD0617;                    North         East    Units  Estimated Accuracy
 MD0617;SPC IN E     -   697,920.4     153,868.5     MT  (+/- 3 meters HH1 GPS) 
 MD0617
 MD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6508099786(NAD 83)
 MD0617
 MD0617                          SUPERSEDED SURVEY CONTROL
 MD0617
 MD0617  NGVD 29 (??/??/92)  302.108  (m)          991.17   (f) ADJ UNCH    2 0
 MD0617
 MD0617.Superseded values are not recommended for survey control.
 MD0617
 MD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0617.See file dsdata.pdf to determine how the superseded data were derived.
 MD0617
 MD0617_MARKER: DB = BENCH MARK DISK
 MD0617_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD0617+WITH SETTING: PAVEMENT
 MD0617_SP_SET: SEMAPHORE FOOTING
 MD0617_STAMPING: F 22 1934
 MD0617_MARK LOGO: CGS
 MD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0617+STABILITY: SURFACE MOTION
 MD0617
 MD0617  HISTORY     - Date     Condition        Report By
 MD0617  HISTORY     - 1934     MONUMENTED       CGS
 MD0617  HISTORY     - 1960     GOOD             CGS
 MD0617  HISTORY     - 1965     GOOD             INHD
 MD0617  HISTORY     - 20180213 MARK NOT FOUND   INDOT
 MD0617
 MD0617                          STATION DESCRIPTION
 MD0617
 MD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0617'AT STEUBENVILLE.
 MD0617'ABOUT 2.9 MILES S ALONG NEW YORK CENTRAL RAILROAD FROM THE
 MD0617'STATION AT PLEASANT LAKE, AT SMALL VILLAGE OF STEUBENVILLE, ABOUT
 MD0617'160 YARDS N ALONG THE N.Y.C. R.R. (RUMORED THAT THIS RAILROAD
 MD0617'MAY BE ABANDONED-- NO TRAIN IN TWO YEARS NOW OVER THIS SECTION
 MD0617'OF TRACK AND NO MAINTENANCE-- TALL WEEDS UNHINDERED) FROM ITS
 MD0617'CROSSING OF THE WABASH RAILROAD, ABOUT 30 YARDS N OF PROJECTED
 MD0617'CENTER LINE OF THE CENTRAL AND MAIN STREET OF THE VILLAGE, 7.2
 MD0617'FEET W OF W RAIL, 1.2 FEET HIGHER THAN TOP OF SAME, 2-FOOT CUBE
 MD0617'(APPROX.) EXPOSED CONCRETE BASE OF A SEMAPHORE SIGNAL HAS THE
 MD0617'DISK IN DRILL HOLE IN NW CORNER OF TOP.
 MD0617
 MD0617                          STATION RECOVERY (1965)
 MD0617
 MD0617'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0617'RECOVERED IN GOOD CONDITION.
 MD0617
 MD0617                          STATION RECOVERY (2018)
 MD0617
 MD0617'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0617'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1245 ***********************************************************************
 LA1245  DESIGNATION -  F 220
 LA1245  PID         -  LA1245
 LA1245  STATE/COUNTY-  IN/BLACKFORD
 LA1245  COUNTRY     -  US
 LA1245  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1245
 LA1245                         *CURRENT SURVEY CONTROL
 LA1245  ______________________________________________________________________
 LA1245* NAD 83(1986) POSITION- 40 26 05.     (N) 085 16 36.     (W)   SCALED
 LA1245* NAVD 88 ORTHO HEIGHT -   279.731 (meters)      917.75  (feet) ADJUSTED
 LA1245  ______________________________________________________________________
 LA1245  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 LA1245  DYNAMIC HEIGHT  -        279.589 (meters)      917.28  (feet) COMP
 LA1245  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 LA1245
 LA1245  VERT ORDER      -  SECOND    CLASS 0
 LA1245
 LA1245.The horizontal coordinates were scaled from a map and have
 LA1245.an estimated accuracy of +/- 6 seconds.
 LA1245
 LA1245.The orthometric height was determined by differential leveling and
 LA1245.adjusted by the NATIONAL GEODETIC SURVEY
 LA1245.in June 1991.
 LA1245
 LA1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1245.GEOID18 height accuracy estimate available here.
 LA1245
 LA1245.Click photographs - Photos may exist for this station.
 LA1245
 LA1245.The dynamic height is computed by dividing the NAVD 88
 LA1245.geopotential number by the normal gravity value computed on the
 LA1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1245.degrees latitude (g = 980.6199 gals.).
 LA1245
 LA1245.The modeled gravity was interpolated from observed gravity values.
 LA1245
 LA1245;                    North         East    Units  Estimated Accuracy
 LA1245;SPC IN E     -   575,860.      133,090.      MT  (+/- 180 meters Scaled)
 LA1245
 LA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK461774(NAD 83)
 LA1245
 LA1245                          SUPERSEDED SURVEY CONTROL
 LA1245
 LA1245  NGVD 29 (??/??/92)  279.866  (m)          918.19   (f) ADJ UNCH    2 0
 LA1245
 LA1245.Superseded values are not recommended for survey control.
 LA1245
 LA1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1245.See file dsdata.pdf to determine how the superseded data were derived.
 LA1245
 LA1245_MARKER: DB = BENCH MARK DISK
 LA1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1245_STAMPING: F 220 1947
 LA1245_MARK LOGO: CGS
 LA1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1245+STABILITY: SURFACE MOTION
 LA1245
 LA1245  HISTORY     - Date     Condition        Report By
 LA1245  HISTORY     - 1947     MONUMENTED       CGS
 LA1245
 LA1245                          STATION DESCRIPTION
 LA1245
 LA1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1245'2.1 MI N FROM MILGROVE.
 LA1245'ABOUT 2.1 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1245'MILGROVE, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF STATE
 LA1245'HIGHWAY 26, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD,
 LA1245'57 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.5 FEET SOUTH
 LA1245'OF THE CENTER LINE OF THE CROSS ROAD, 38 FEET WEST OF POWER
 LA1245'POLE NO. BL 3351, 37 FEET WEST OF A FENCE CORNER POST, 1 FOOT
 LA1245'NORTH OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 LA1245'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0850 ***********************************************************************
 LA0850  DESIGNATION -  F 222
 LA0850  PID         -  LA0850
 LA0850  STATE/COUNTY-  IN/ALLEN
 LA0850  COUNTRY     -  US
 LA0850  USGS QUAD   -  OSSIAN (2019)
 LA0850
 LA0850                         *CURRENT SURVEY CONTROL
 LA0850  ______________________________________________________________________
 LA0850* NAD 83(1986) POSITION- 40 55 54.     (N) 085 08 19.     (W)   SCALED
 LA0850* NAVD 88 ORTHO HEIGHT -   246.359 (meters)      808.26  (feet) ADJUSTED
 LA0850  ______________________________________________________________________
 LA0850  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 LA0850  DYNAMIC HEIGHT  -        246.251 (meters)      807.91  (feet) COMP
 LA0850  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LA0850
 LA0850  VERT ORDER      -  SECOND    CLASS 0
 LA0850
 LA0850.The horizontal coordinates were scaled from a map and have
 LA0850.an estimated accuracy of +/- 6 seconds.
 LA0850
 LA0850.The orthometric height was determined by differential leveling and
 LA0850.adjusted by the NATIONAL GEODETIC SURVEY
 LA0850.in June 1991.
 LA0850
 LA0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0850.GEOID18 height accuracy estimate available here.
 LA0850
 LA0850.Click photographs - Photos may exist for this station.
 LA0850
 LA0850.The dynamic height is computed by dividing the NAVD 88
 LA0850.geopotential number by the normal gravity value computed on the
 LA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0850.degrees latitude (g = 980.6199 gals.).
 LA0850
 LA0850.The modeled gravity was interpolated from observed gravity values.
 LA0850
 LA0850;                    North         East    Units  Estimated Accuracy
 LA0850;SPC IN E     -   631,100.      144,470.      MT  (+/- 180 meters Scaled)
 LA0850
 LA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567328(NAD 83)
 LA0850
 LA0850                          SUPERSEDED SURVEY CONTROL
 LA0850
 LA0850  NGVD 29 (??/??/92)  246.508  (m)          808.75   (f) ADJ UNCH    2 0
 LA0850
 LA0850.Superseded values are not recommended for survey control.
 LA0850
 LA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0850.See file dsdata.pdf to determine how the superseded data were derived.
 LA0850
 LA0850_MARKER: DB = BENCH MARK DISK
 LA0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0850_STAMPING: F 222 1947
 LA0850_MARK LOGO: CGS
 LA0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0850+STABILITY: SURFACE MOTION
 LA0850
 LA0850  HISTORY     - Date     Condition        Report By
 LA0850  HISTORY     - 1947     MONUMENTED       CGS
 LA0850  HISTORY     - 1968     GOOD             CGS
 LA0850
 LA0850                          STATION DESCRIPTION
 LA0850
 LA0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0850'2 MI E FROM YODER.
 LA0850'ABOUT 2.05 MILES EAST ALONG A BLACKTOP ROAD FROM YODER, ABOUT
 LA0850'0.5 MILE WEST OF FORMER DIST. 7 SCHOOL, ABOUT 1.55 MILES EAST
 LA0850'OF S.R.1 AT A GRAVEL CROSSROAD, 24 FT. NORTH OF THE C/L OF THE
 LA0850'BLACKTOP ROAD, 75 FT. EAST OF THE C/L OF THE CROSSROAD, 54 FT.
 LA0850'EAST OF THE FENCE CORNER, 53 FT. WEST OF 16 INCH HICKORY TREE IN
 LA0850'THE FENCE LINE, 1 FT. SOUTH OF THE FENCE, 2 FT. WEST OF A STEEL
 LA0850'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA0850'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 2.9
 LA0850'MILES SOUTHWEST AND WEST ALONG A BLACKTOP ROAD FROM M.E. CHURCH AT
 LA0850'POE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0717 ***********************************************************************
 LA0717  DESIGNATION -  F 223
 LA0717  PID         -  LA0717
 LA0717  STATE/COUNTY-  IN/ALLEN
 LA0717  COUNTRY     -  US
 LA0717  USGS QUAD   -  HOAGLAND (2019)
 LA0717
 LA0717                         *CURRENT SURVEY CONTROL
 LA0717  ______________________________________________________________________
 LA0717* NAD 83(1986) POSITION- 40 58 50.16   (N) 084 52 55.52   (W)   HD_HELD1
 LA0717* NAVD 88 ORTHO HEIGHT -   241.317 (meters)      791.72  (feet) ADJUSTED
 LA0717  ______________________________________________________________________
 LA0717  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 LA0717  DYNAMIC HEIGHT  -        241.216 (meters)      791.39  (feet) COMP
 LA0717  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 LA0717
 LA0717  VERT ORDER      -  SECOND    CLASS 0
 LA0717
 LA0717.The horizontal coordinates were determined by differentially corrected
 LA0717.hand held GPS observations or other comparable positioning techniques
 LA0717.and have an estimated accuracy of +/- 3 meters.
 LA0717
 LA0717.The orthometric height was determined by differential leveling and
 LA0717.adjusted by the NATIONAL GEODETIC SURVEY
 LA0717.in June 1991.
 LA0717
 LA0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0717.GEOID18 height accuracy estimate available here.
 LA0717
 LA0717.Click photographs - Photos may exist for this station.
 LA0717
 LA0717.The dynamic height is computed by dividing the NAVD 88
 LA0717.geopotential number by the normal gravity value computed on the
 LA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0717.degrees latitude (g = 980.6199 gals.).
 LA0717
 LA0717.The modeled gravity was interpolated from observed gravity values.
 LA0717
 LA0717;                    North         East    Units  Estimated Accuracy
 LA0717;SPC IN E     -   636,700.3     166,028.0     MT  (+/- 3 meters HH1 GPS) 
 LA0717
 LA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7817738763(NAD 83)
 LA0717
 LA0717                          SUPERSEDED SURVEY CONTROL
 LA0717
 LA0717  NGVD 29 (??/??/92)  241.473  (m)          792.23   (f) ADJ UNCH    2 0
 LA0717
 LA0717.Superseded values are not recommended for survey control.
 LA0717
 LA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0717.See file dsdata.pdf to determine how the superseded data were derived.
 LA0717
 LA0717_MARKER: DB = BENCH MARK DISK
 LA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0717_STAMPING: F 223 1947
 LA0717_MARK LOGO: CGS
 LA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0717+STABILITY: SURFACE MOTION
 LA0717
 LA0717  HISTORY     - Date     Condition        Report By
 LA0717  HISTORY     - 1947     MONUMENTED       CGS
 LA0717
 LA0717                          STATION DESCRIPTION
 LA0717
 LA0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0717'0.7 MI NW FROM MONROEVILLE.
 LA0717'ABOUT 0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LA0717'STATION AT MONROEVILLE, AT THE REMAINS OF AN ABANDONED ELECTRIC CAR
 LA0717'TRACK OVER THE RAILROAD, 20 FEET NORTHEAST OF THE NORTHEAST RAIL
 LA0717'OF THE NORTHEAST TRACK, 13 FEET SOUTHWEST OF THE CENTER LINE OF A
 LA0717'CINDER ROAD PARALLELING THE TRACK AND THE PROLONGED CENTER LINE
 LA0717'OF THE EAST TANGENT OF A BLACK TOP ROAD WITH TANGENTS EXTENDING
 LA0717'EAST AND NORTH, 24 FEET WEST OF THE PROLONGED CENTER LINE OF THE
 LA0717'NORTH TANGENT OF THE BLACK TOP ROAD, 10 FEET NORTHWEST OF POWER
 LA0717'POLE NO. 61/629, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0717'ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0717'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0840 ***********************************************************************
 LA0840  DESIGNATION -  F 224
 LA0840  PID         -  LA0840
 LA0840  STATE/COUNTY-  IN/WELLS
 LA0840  COUNTRY     -  US
 LA0840  USGS QUAD   -  BLUFFTON (2019)
 LA0840
 LA0840                         *CURRENT SURVEY CONTROL
 LA0840  ______________________________________________________________________
 LA0840* NAD 83(1986) POSITION- 40 44 32.9    (N) 085 09 21.4    (W)   HD_HELD2
 LA0840* NAVD 88 ORTHO HEIGHT -   248.243 (meters)      814.44  (feet) ADJUSTED
 LA0840  ______________________________________________________________________
 LA0840  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LA0840  DYNAMIC HEIGHT  -        248.125 (meters)      814.06  (feet) COMP
 LA0840  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 LA0840
 LA0840  VERT ORDER      -  SECOND    CLASS 0
 LA0840
 LA0840.The horizontal coordinates were established by autonomous hand held GPS
 LA0840.observations and have an estimated accuracy of +/- 10 meters.
 LA0840
 LA0840.The orthometric height was determined by differential leveling and
 LA0840.adjusted by the NATIONAL GEODETIC SURVEY
 LA0840.in June 1991.
 LA0840
 LA0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0840.GEOID18 height accuracy estimate available here.
 LA0840
 LA0840.Click photographs - Photos may exist for this station.
 LA0840
 LA0840.The dynamic height is computed by dividing the NAVD 88
 LA0840.geopotential number by the normal gravity value computed on the
 LA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0840.degrees latitude (g = 980.6199 gals.).
 LA0840
 LA0840.The modeled gravity was interpolated from observed gravity values.
 LA0840
 LA0840;                    North         East    Units  Estimated Accuracy
 LA0840;SPC IN E     -   610,086.      143,135.      MT  (+/- 10 meters HH2 GPS)
 LA0840
 LA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5569311805(NAD 83)
 LA0840
 LA0840                          SUPERSEDED SURVEY CONTROL
 LA0840
 LA0840  NGVD 29 (??/??/92)  248.385  (m)          814.91   (f) ADJ UNCH    2 0
 LA0840
 LA0840.Superseded values are not recommended for survey control.
 LA0840
 LA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0840.See file dsdata.pdf to determine how the superseded data were derived.
 LA0840
 LA0840_MARKER: DB = BENCH MARK DISK
 LA0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0840_SP_SET: ABUTMENT
 LA0840_STAMPING: F 224 1947
 LA0840_MARK LOGO: CGS
 LA0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0840+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 LA0840
 LA0840  HISTORY     - Date     Condition        Report By
 LA0840  HISTORY     - 1947     MONUMENTED       CGS
 LA0840  HISTORY     - 20050503 GOOD             INDIV
 LA0840
 LA0840                          STATION DESCRIPTION
 LA0840
 LA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0840'0.8 MI E FROM BLUFFTON.
 LA0840'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0840'WITH STATE HIGHWAY 1 AT BLUFFTON, ABOUT 0.4 MILE EAST OF THE
 LA0840'ENTRANCE TO THE FAIRVIEW CEMETERY, 50 YARDS WEST OF THE WEST
 LA0840'ENTRANCE TO A CEMETERY ON THE SOUTH SIDE OF THE HIGHWAY, IN THE
 LA0840'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A 40 FOOT ARCHED
 LA0840'CONCRETE BRIDGE ACROSS A CREEK, 19.5 FEET NORTH OF AND ABOUT
 LA0840'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LA0840
 LA0840                          STATION RECOVERY (2005)
 LA0840
 LA0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DW)
 LA0840'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0834 ***********************************************************************
 LA0834  DESIGNATION -  F 225
 LA0834  PID         -  LA0834
 LA0834  STATE/COUNTY-  IN/WELLS
 LA0834  COUNTRY     -  US
 LA0834  USGS QUAD   -  LINN GROVE (2019)
 LA0834
 LA0834                         *CURRENT SURVEY CONTROL
 LA0834  ______________________________________________________________________
 LA0834* NAD 83(1986) POSITION- 40 39 19.     (N) 085 06 27.     (W)   SCALED
 LA0834* NAVD 88 ORTHO HEIGHT -   253.892 (meters)      832.98  (feet) ADJUSTED
 LA0834  ______________________________________________________________________
 LA0834  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 LA0834  DYNAMIC HEIGHT  -        253.769 (meters)      832.57  (feet) COMP
 LA0834  MODELED GRAVITY -    980,134.6   (mgal)                       NAVD 88
 LA0834
 LA0834  VERT ORDER      -  SECOND    CLASS 0
 LA0834
 LA0834.The horizontal coordinates were scaled from a map and have
 LA0834.an estimated accuracy of +/- 6 seconds.
 LA0834
 LA0834.The orthometric height was determined by differential leveling and
 LA0834.adjusted by the NATIONAL GEODETIC SURVEY
 LA0834.in June 1991.
 LA0834
 LA0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0834.GEOID18 height accuracy estimate available here.
 LA0834
 LA0834.Click photographs - Photos may exist for this station.
 LA0834
 LA0834.The dynamic height is computed by dividing the NAVD 88
 LA0834.geopotential number by the normal gravity value computed on the
 LA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0834.degrees latitude (g = 980.6199 gals.).
 LA0834
 LA0834.The modeled gravity was interpolated from observed gravity values.
 LA0834
 LA0834;                    North         East    Units  Estimated Accuracy
 LA0834;SPC IN E     -   600,430.      147,290.      MT  (+/- 180 meters Scaled)
 LA0834
 LA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL599022(NAD 83)
 LA0834
 LA0834                          SUPERSEDED SURVEY CONTROL
 LA0834
 LA0834  NGVD 29 (??/??/92)  254.035  (m)          833.45   (f) ADJ UNCH    2 0
 LA0834
 LA0834.Superseded values are not recommended for survey control.
 LA0834
 LA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0834.See file dsdata.pdf to determine how the superseded data were derived.
 LA0834
 LA0834_MARKER: DB = BENCH MARK DISK
 LA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0834_STAMPING: F 225 1947
 LA0834_MARK LOGO: CGS
 LA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0834+STABILITY: SURFACE MOTION
 LA0834
 LA0834  HISTORY     - Date     Condition        Report By
 LA0834  HISTORY     - 1947     MONUMENTED       CGS
 LA0834  HISTORY     - 1969     GOOD             CGS
 LA0834
 LA0834                          STATION DESCRIPTION
 LA0834
 LA0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0834'2.4 MI E FROM REIFFSBURG.
 LA0834'ABOUT 2.4 MILES EAST ALONG S.R. 218 (FORMERLY 118) FROM ITS
 LA0834'INTERSECTION WITH S.R.1 AT REIFFSBURG, AT A CROSSROAD (600E), 37.5
 LA0834'FT. NORTH OF C/L OF THE HIGHWAY, 28 FT. WEST OF THE C/L OF THE
 LA0834'CROSSROAD, 9.5 FT. WEST OF A FENCE CORNER, 1 FT. WEST OF THE FENCE
 LA0834'LINE, 1 FT. WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 LA0834'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LA0834'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0646 ***********************************************************************
 LA0646  DESIGNATION -  F 226
 LA0646  PID         -  LA0646
 LA0646  STATE/COUNTY-  IN/JAY
 LA0646  COUNTRY     -  US
 LA0646  USGS QUAD   -  GENEVA (2019)
 LA0646
 LA0646                         *CURRENT SURVEY CONTROL
 LA0646  ______________________________________________________________________
 LA0646* NAD 83(1986) POSITION- 40 33 20.     (N) 084 57 40.     (W)   SCALED
 LA0646* NAVD 88 ORTHO HEIGHT -   259.108 (meters)      850.09  (feet) ADJUSTED
 LA0646  ______________________________________________________________________
 LA0646  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 LA0646  DYNAMIC HEIGHT  -        258.983 (meters)      849.68  (feet) COMP
 LA0646  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 LA0646
 LA0646  VERT ORDER      -  SECOND    CLASS 0
 LA0646
 LA0646.The horizontal coordinates were scaled from a map and have
 LA0646.an estimated accuracy of +/- 6 seconds.
 LA0646
 LA0646.The orthometric height was determined by differential leveling and
 LA0646.adjusted by the NATIONAL GEODETIC SURVEY
 LA0646.in June 1991.
 LA0646
 LA0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0646.GEOID18 height accuracy estimate available here.
 LA0646
 LA0646.Click photographs - Photos may exist for this station.
 LA0646
 LA0646.The dynamic height is computed by dividing the NAVD 88
 LA0646.geopotential number by the normal gravity value computed on the
 LA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0646.degrees latitude (g = 980.6199 gals.).
 LA0646
 LA0646.The modeled gravity was interpolated from observed gravity values.
 LA0646
 LA0646;                    North         East    Units  Estimated Accuracy
 LA0646;SPC IN E     -   589,440.      159,760.      MT  (+/- 180 meters Scaled)
 LA0646
 LA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726914(NAD 83)
 LA0646
 LA0646                          SUPERSEDED SURVEY CONTROL
 LA0646
 LA0646  NGVD 29 (??/??/92)  259.259  (m)          850.59   (f) ADJ UNCH    2 0
 LA0646
 LA0646.Superseded values are not recommended for survey control.
 LA0646
 LA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0646.See file dsdata.pdf to determine how the superseded data were derived.
 LA0646
 LA0646_MARKER: DB = BENCH MARK DISK
 LA0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0646_STAMPING: F 226 1947
 LA0646_MARK LOGO: CGS
 LA0646_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0646+STABILITY: SURFACE MOTION
 LA0646
 LA0646  HISTORY     - Date     Condition        Report By
 LA0646  HISTORY     - 1947     MONUMENTED       CGS
 LA0646
 LA0646                          STATION DESCRIPTION
 LA0646
 LA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0646'1.6 MI N FROM BRYANT.
 LA0646'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0646'CHURCH AT BRYANT, ABOUT 1.0 MILE NORTH OF THE JUNCTION OF STATE
 LA0646'HIGHWAY 67 LEADING EAST AND STATE HIGHWAY 18 LEADING WEST, ABOUT
 LA0646'1.0 MILE SOUTH OF THE ADAMS-JAY COUNTY LINE, AT A CROSS ROAD,
 LA0646'43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH
 LA0646'OF THE CENTER LINE OF THE ROAD WEST, 17.5 FEET WEST OF A ROUND
 LA0646'CONCRETE FENCE CORNER POST, 17 FEET SOUTHWEST OF THE WEST END
 LA0646'OF A RIGHT-ANGLE SHAPED CONCRETE HEAD WALL OF A PIPE CULVERT
 LA0646'UNDER THE ROAD WEST, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 LA0646'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE
 LA0646'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0646'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0540 ***********************************************************************
 LA0540  DESIGNATION -  F 227
 LA0540  PID         -  LA0540
 LA0540  STATE/COUNTY-  IN/JAY
 LA0540  COUNTRY     -  US
 LA0540  USGS QUAD   -  NEW CORYDON (2019)
 LA0540
 LA0540                         *CURRENT SURVEY CONTROL
 LA0540  ______________________________________________________________________
 LA0540* NAD 83(1986) POSITION- 40 32 33.     (N) 084 50 53.     (W)   SCALED
 LA0540* NAVD 88 ORTHO HEIGHT -   263.058 (meters)      863.05  (feet) ADJUSTED
 LA0540  ______________________________________________________________________
 LA0540  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 LA0540  DYNAMIC HEIGHT  -        262.931 (meters)      862.63  (feet) COMP
 LA0540  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 LA0540
 LA0540  VERT ORDER      -  SECOND    CLASS 0
 LA0540
 LA0540.The horizontal coordinates were scaled from a map and have
 LA0540.an estimated accuracy of +/- 6 seconds.
 LA0540
 LA0540.The orthometric height was determined by differential leveling and
 LA0540.adjusted by the NATIONAL GEODETIC SURVEY
 LA0540.in June 1991.
 LA0540
 LA0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0540.GEOID18 height accuracy estimate available here.
 LA0540
 LA0540.Click photographs - Photos may exist for this station.
 LA0540
 LA0540.The dynamic height is computed by dividing the NAVD 88
 LA0540.geopotential number by the normal gravity value computed on the
 LA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0540.degrees latitude (g = 980.6199 gals.).
 LA0540
 LA0540.The modeled gravity was interpolated from observed gravity values.
 LA0540
 LA0540;                    North         East    Units  Estimated Accuracy
 LA0540;SPC IN E     -   588,080.      169,350.      MT  (+/- 180 meters Scaled)
 LA0540
 LA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK822901(NAD 83)
 LA0540
 LA0540                          SUPERSEDED SURVEY CONTROL
 LA0540
 LA0540  NGVD 29 (??/??/92)  263.21   (m)          863.5    (f) COMPUTED    2 0
 LA0540
 LA0540.Superseded values are not recommended for survey control.
 LA0540
 LA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0540.See file dsdata.pdf to determine how the superseded data were derived.
 LA0540
 LA0540_MARKER: DB = BENCH MARK DISK
 LA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0540_STAMPING: F 227 1947
 LA0540_MARK LOGO: CGS
 LA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0540+STABILITY: SURFACE MOTION
 LA0540
 LA0540  HISTORY     - Date     Condition        Report By
 LA0540  HISTORY     - 1947     MONUMENTED       CGS
 LA0540
 LA0540                          STATION DESCRIPTION
 LA0540
 LA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0540'0.3 MI W FROM TRINITY.
 LA0540'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0540'CHURCH AT TRINITY, AT A BLACK TOP CROSS ROAD, 30 FEET NORTH OF
 LA0540'THE CENTER LINE OF THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE
 LA0540'OF THE CROSS ROAD, 36 FEET EAST OF A FENCE CORNER, 8.5 FEET EAST
 LA0540'OF POWER POLE NO. 35205, 1.2 FEET SOUTH OF A FENCE LINE, 2 FEET
 LA0540'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 LA0540'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0444 ***********************************************************************
 LA0444  DESIGNATION -  F 228
 LA0444  PID         -  LA0444
 LA0444  STATE/COUNTY-  IN/RANDOLPH
 LA0444  COUNTRY     -  US
 LA0444  USGS QUAD   -  SPARTANBURG (2019)
 LA0444
 LA0444                         *CURRENT SURVEY CONTROL
 LA0444  ______________________________________________________________________
 LA0444* NAD 83(1986) POSITION- 40 05 43.     (N) 084 49 40.     (W)   SCALED
 LA0444* NAVD 88 ORTHO HEIGHT -   348.572 (meters)     1143.61  (feet) ADJUSTED
 LA0444  ______________________________________________________________________
 LA0444  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 LA0444  DYNAMIC HEIGHT  -        348.379 (meters)     1142.97  (feet) COMP
 LA0444  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 LA0444
 LA0444  VERT ORDER      -  SECOND    CLASS 0
 LA0444
 LA0444.The horizontal coordinates were scaled from a map and have
 LA0444.an estimated accuracy of +/- 6 seconds.
 LA0444
 LA0444.The orthometric height was determined by differential leveling and
 LA0444.adjusted by the NATIONAL GEODETIC SURVEY
 LA0444.in June 1991.
 LA0444
 LA0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0444.GEOID18 height accuracy estimate available here.
 LA0444
 LA0444.Click photographs - Photos may exist for this station.
 LA0444
 LA0444.The dynamic height is computed by dividing the NAVD 88
 LA0444.geopotential number by the normal gravity value computed on the
 LA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0444.degrees latitude (g = 980.6199 gals.).
 LA0444
 LA0444.The modeled gravity was interpolated from observed gravity values.
 LA0444
 LA0444;                    North         East    Units  Estimated Accuracy
 LA0444;SPC IN E     -   538,430.      171,530.      MT  (+/- 180 meters Scaled)
 LA0444
 LA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851405(NAD 83)
 LA0444
 LA0444                          SUPERSEDED SURVEY CONTROL
 LA0444
 LA0444  NGVD 29 (??/??/92)  348.710  (m)         1144.06   (f) ADJ UNCH    2 0
 LA0444
 LA0444.Superseded values are not recommended for survey control.
 LA0444
 LA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0444.See file dsdata.pdf to determine how the superseded data were derived.
 LA0444
 LA0444_MARKER: DB = BENCH MARK DISK
 LA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0444_STAMPING: F 228 1947
 LA0444_MARK LOGO: CGS
 LA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0444+STABILITY: SURFACE MOTION
 LA0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0444+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 LA0444
 LA0444  HISTORY     - Date     Condition        Report By
 LA0444  HISTORY     - 1947     MONUMENTED       CGS
 LA0444  HISTORY     - 20030522 GOOD             GEOCAC
 LA0444
 LA0444                          STATION DESCRIPTION
 LA0444
 LA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0444'7.5 MI N FROM BETHEL.
 LA0444'ABOUT 7.5 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0444'AT BETHEL, ABOUT 8.0 MILES SOUTH OF THE PENNSYLVANIA RAILROAD
 LA0444'STATION AT UNION CITY, RANDOLPH COUNTY, ABOUT 1.25 MILE SOUTH OF A
 LA0444'CROSS ROAD (BLACK TOP EAST AND PAVED WEST), ABOUT 0.15 MILE
 LA0444'NORTH OF A CROSS ROAD, 350 FEET SOUTH OF THE BOTTOM OF A GRADE AND
 LA0444'A SMALL POND IN A PASTURE, 263 FEET SOUTH OF A CONCRETE FENCE
 LA0444'CORNER POST, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0444'24 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 LA0444'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0444'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0444
 LA0444                          STATION RECOVERY (2003)
 LA0444
 LA0444'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0444'ACROSS THE ROAD AND WSW OF THE WAYNE COUNTY REMC POWER POLE
 LA0444'D36-4.5-1.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0415 ***********************************************************************
 LA0415  DESIGNATION -  F 229
 LA0415  PID         -  LA0415
 LA0415  STATE/COUNTY-  IN/RANDOLPH
 LA0415  COUNTRY     -  US
 LA0415  USGS QUAD   -  LYNN (2019)
 LA0415
 LA0415                         *CURRENT SURVEY CONTROL
 LA0415  ______________________________________________________________________
 LA0415* NAD 83(1986) POSITION- 40 05 32.     (N) 084 59 22.     (W)   SCALED
 LA0415* NAVD 88 ORTHO HEIGHT -   361.545 (meters)     1186.17  (feet) ADJUSTED
 LA0415  ______________________________________________________________________
 LA0415  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 LA0415  DYNAMIC HEIGHT  -        361.340 (meters)     1185.50  (feet) COMP
 LA0415  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 LA0415
 LA0415  VERT ORDER      -  SECOND    CLASS 0
 LA0415
 LA0415.The horizontal coordinates were scaled from a map and have
 LA0415.an estimated accuracy of +/- 6 seconds.
 LA0415
 LA0415.The orthometric height was determined by differential leveling and
 LA0415.adjusted by the NATIONAL GEODETIC SURVEY
 LA0415.in June 1991.
 LA0415
 LA0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0415.GEOID18 height accuracy estimate available here.
 LA0415
 LA0415.Click photographs - Photos may exist for this station.
 LA0415
 LA0415.The dynamic height is computed by dividing the NAVD 88
 LA0415.geopotential number by the normal gravity value computed on the
 LA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0415.degrees latitude (g = 980.6199 gals.).
 LA0415
 LA0415.The modeled gravity was interpolated from observed gravity values.
 LA0415
 LA0415;                    North         East    Units  Estimated Accuracy
 LA0415;SPC IN E     -   537,980.      157,750.      MT  (+/- 180 meters Scaled)
 LA0415
 LA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713399(NAD 83)
 LA0415
 LA0415                          SUPERSEDED SURVEY CONTROL
 LA0415
 LA0415  NGVD 29 (??/??/92)  361.674  (m)         1186.59   (f) ADJ UNCH    2 0
 LA0415
 LA0415.Superseded values are not recommended for survey control.
 LA0415
 LA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0415.See file dsdata.pdf to determine how the superseded data were derived.
 LA0415
 LA0415_MARKER: DB = BENCH MARK DISK
 LA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0415_STAMPING: F 229 1947
 LA0415_MARK LOGO: CGS
 LA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0415+STABILITY: SURFACE MOTION
 LA0415
 LA0415  HISTORY     - Date     Condition        Report By
 LA0415  HISTORY     - 1947     MONUMENTED       CGS
 LA0415
 LA0415                          STATION DESCRIPTION
 LA0415
 LA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0415'5.8 MI S FROM WINCHESTER.
 LA0415'ABOUT 1.5 MILES SOUTH AND SOUTHWEST ALONG A PAVED ROAD (SOUTH
 LA0415'MERIDIAN STREET- PROLONGED), FROM THE SOUTHWEST CORNER OF THE COURT
 LA0415'HOUSE SQUARE AT WINCHESTER, THENCE ABOUT 4.25 MILES SOUTH ALONG
 LA0415'A BLACK TOP ROAD LEADING TO BLOOMINGPORT, ABOUT 4.65 MILES NORTH
 LA0415'OF CROSSROADS AT BLOOMINGPORT, AT A CROSS ROAD, 21 FEET EAST OF
 LA0415'THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF
 LA0415'THE CROSSROAD, 16.5 FEET NORTH OF A CONCRETE FENCE CORNER POST,
 LA0415'1 FOOT WEST OF THE FENCE LINE, 2.5 FEET NORTH OF A WHITE WOODEN
 LA0415'WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP
 LA0415'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0798 ***********************************************************************
 LA0798  DESIGNATION -  F 23
 LA0798  PID         -  LA0798
 LA0798  STATE/COUNTY-  IN/WELLS
 LA0798  COUNTRY     -  US
 LA0798  USGS QUAD   -  OSSIAN (2019)
 LA0798
 LA0798                         *CURRENT SURVEY CONTROL
 LA0798  ______________________________________________________________________
 LA0798* NAD 83(1986) POSITION- 40 52 31.     (N) 085 10 00.     (W)   SCALED
 LA0798* NAVD 88 ORTHO HEIGHT -   249.723 (meters)      819.30  (feet) ADJUSTED
 LA0798  ______________________________________________________________________
 LA0798  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 LA0798  DYNAMIC HEIGHT  -        249.610 (meters)      818.93  (feet) COMP
 LA0798  MODELED GRAVITY -    980,164.7   (mgal)                       NAVD 88
 LA0798
 LA0798  VERT ORDER      -  SECOND    CLASS 0
 LA0798
 LA0798.The horizontal coordinates were scaled from a map and have
 LA0798.an estimated accuracy of +/- 6 seconds.
 LA0798
 LA0798.The orthometric height was determined by differential leveling and
 LA0798.adjusted by the NATIONAL GEODETIC SURVEY
 LA0798.in June 1991.
 LA0798
 LA0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0798.GEOID18 height accuracy estimate available here.
 LA0798
 LA0798.Click photographs - Photos may exist for this station.
 LA0798
 LA0798.The dynamic height is computed by dividing the NAVD 88
 LA0798.geopotential number by the normal gravity value computed on the
 LA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0798.degrees latitude (g = 980.6199 gals.).
 LA0798
 LA0798.The modeled gravity was interpolated from observed gravity values.
 LA0798
 LA0798;                    North         East    Units  Estimated Accuracy
 LA0798;SPC IN E     -   624,830.      142,150.      MT  (+/- 180 meters Scaled)
 LA0798
 LA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544265(NAD 83)
 LA0798
 LA0798                          SUPERSEDED SURVEY CONTROL
 LA0798
 LA0798  NGVD 29 (??/??/92)  249.865  (m)          819.77   (f) ADJ UNCH    2 0
 LA0798
 LA0798.Superseded values are not recommended for survey control.
 LA0798
 LA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0798.See file dsdata.pdf to determine how the superseded data were derived.
 LA0798
 LA0798_MARKER: DB = BENCH MARK DISK
 LA0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0798_STAMPING: F 23 1934
 LA0798_MARK LOGO: CGS
 LA0798_PROJECTION: FLUSH
 LA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0798+STABILITY: SURFACE MOTION
 LA0798
 LA0798  HISTORY     - Date     Condition        Report By
 LA0798  HISTORY     - 1934     MONUMENTED       CGS
 LA0798  HISTORY     - 1968     GOOD             CGS
 LA0798
 LA0798                          STATION DESCRIPTION
 LA0798
 LA0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0798'0.3 MI S FROM OSSIAN.
 LA0798'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 LA0798'AT OSSIAN, AT THE SOUTH CITY LIMITS OF OSSIAN AND THE NORTHWEST
 LA0798'CORNER OF THE CEMETERY, 42.4 FEET SOUTHWEST OF THE SOUTHWEST
 LA0798'CORNER OF A TWO-STORY WHITE HOUSE, 39.5 FEET NORTHWEST OF THE
 LA0798'NORTHWEST CORNER OF THE FOUNDATION OF THE GRAVESTONE OF
 LA0798'CHARLOTTE AND CLAYTON DOUBLE, 13.4 FEET EAST OF THE EAST CURB
 LA0798'LINE OF THE CEMETERY ENTRANCE DRIVE, 1.4 FEET NORTH OF THE WEST
 LA0798'IRON POST IN THE NORTH CEMETERY FENCE LINE AND ABOUT FLUSH WITH
 LA0798'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1162 ***********************************************************************
 JZ1162  DESIGNATION -  F 230
 JZ1162  PID         -  JZ1162
 JZ1162  STATE/COUNTY-  IN/WAYNE
 JZ1162  COUNTRY     -  US
 JZ1162  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1162
 JZ1162                         *CURRENT SURVEY CONTROL
 JZ1162  ______________________________________________________________________
 JZ1162* NAD 83(1986) POSITION- 39 56 51.1    (N) 084 53 14.8    (W)   HD_HELD2
 JZ1162* NAVD 88 ORTHO HEIGHT -   349.594 (meters)     1146.96  (feet) ADJUSTED
 JZ1162  ______________________________________________________________________
 JZ1162  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 JZ1162  DYNAMIC HEIGHT  -        349.393 (meters)     1146.30  (feet) COMP
 JZ1162  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 JZ1162
 JZ1162  VERT ORDER      -  SECOND    CLASS 0
 JZ1162
 JZ1162.The horizontal coordinates were established by autonomous hand held GPS
 JZ1162.observations and have an estimated accuracy of +/- 10 meters.
 JZ1162
 JZ1162.The orthometric height was determined by differential leveling and
 JZ1162.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1162.in June 1991.
 JZ1162
 JZ1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1162.GEOID18 height accuracy estimate available here.
 JZ1162
 JZ1162.Click photographs - Photos may exist for this station.
 JZ1162
 JZ1162.The dynamic height is computed by dividing the NAVD 88
 JZ1162.geopotential number by the normal gravity value computed on the
 JZ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1162.degrees latitude (g = 980.6199 gals.).
 JZ1162
 JZ1162.The modeled gravity was interpolated from observed gravity values.
 JZ1162
 JZ1162;                    North         East    Units  Estimated Accuracy
 JZ1162;SPC IN E     -   521,982.      166,590.      MT  (+/- 10 meters HH2 GPS)
 JZ1162
 JZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8047224070(NAD 83)
 JZ1162
 JZ1162                          SUPERSEDED SURVEY CONTROL
 JZ1162
 JZ1162  NGVD 29 (??/??/92)  349.731  (m)         1147.41   (f) ADJ UNCH    2 0
 JZ1162
 JZ1162.Superseded values are not recommended for survey control.
 JZ1162
 JZ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1162.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1162
 JZ1162_MARKER: DB = BENCH MARK DISK
 JZ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1162_STAMPING: F 230 1947
 JZ1162_MARK LOGO: CGS
 JZ1162_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1162+STABILITY: SURFACE MOTION
 JZ1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1162+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1162
 JZ1162  HISTORY     - Date     Condition        Report By
 JZ1162  HISTORY     - 1947     MONUMENTED       CGS
 JZ1162  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1162
 JZ1162                          STATION DESCRIPTION
 JZ1162
 JZ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1162'2.3 MI SE FROM FOUNTAIN CITY.
 JZ1162'0.6 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1162'FOUNTAIN CITY, THENCE ABOUT 1.7 MILES EAST ALONG A GRAVEL ROAD,
 JZ1162'ABOUT 0.5 MILE EAST OF A CROSS ROAD, ABOUT 0.75 MILE WEST OF A
 JZ1162'BLACK TOP CROSS ROAD, AT A NORTH-SOUTH SECTION LINE FENCE, 15
 JZ1162'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTH
 JZ1162'OF THE FENCE LINE, 35 FEET WEST OF THE FENCE CORNER, 2 FEET
 JZ1162'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1162
 JZ1162                          STATION RECOVERY (2003)
 JZ1162
 JZ1162'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1162'WHITE WOODEN WITNESS POST IS GONE.  MARK IS ADJACENT TO METAL WITNESS
 JZ1162'POST.  GRAVEL ROAD  IS NOW PAVED WEST WHITEWATER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1098 ***********************************************************************
 LA1098  DESIGNATION -  F 231
 LA1098  PID         -  LA1098
 LA1098  STATE/COUNTY-  IN/JAY
 LA1098  COUNTRY     -  US
 LA1098  USGS QUAD   -  RIDGEVILLE (2019)
 LA1098
 LA1098                         *CURRENT SURVEY CONTROL
 LA1098  ______________________________________________________________________
 LA1098* NAD 83(1986) POSITION- 40 21 47.     (N) 085 03 10.     (W)   SCALED
 LA1098* NAVD 88 ORTHO HEIGHT -   296.745 (meters)      973.57  (feet) ADJUSTED
 LA1098  ______________________________________________________________________
 LA1098  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 LA1098  DYNAMIC HEIGHT  -        296.594 (meters)      973.08  (feet) COMP
 LA1098  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 LA1098
 LA1098  VERT ORDER      -  SECOND    CLASS 0
 LA1098
 LA1098.The horizontal coordinates were scaled from a map and have
 LA1098.an estimated accuracy of +/- 6 seconds.
 LA1098
 LA1098.The orthometric height was determined by differential leveling and
 LA1098.adjusted by the NATIONAL GEODETIC SURVEY
 LA1098.in June 1991.
 LA1098
 LA1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1098.GEOID18 height accuracy estimate available here.
 LA1098
 LA1098.Click photographs - Photos may exist for this station.
 LA1098
 LA1098.The dynamic height is computed by dividing the NAVD 88
 LA1098.geopotential number by the normal gravity value computed on the
 LA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1098.degrees latitude (g = 980.6199 gals.).
 LA1098
 LA1098.The modeled gravity was interpolated from observed gravity values.
 LA1098
 LA1098;                    North         East    Units  Estimated Accuracy
 LA1098;SPC IN E     -   568,010.      152,140.      MT  (+/- 180 meters Scaled)
 LA1098
 LA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK653698(NAD 83)
 LA1098
 LA1098                          SUPERSEDED SURVEY CONTROL
 LA1098
 LA1098  NGVD 29 (??/??/92)  296.892  (m)          974.05   (f) ADJ UNCH    2 0
 LA1098
 LA1098.Superseded values are not recommended for survey control.
 LA1098
 LA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1098.See file dsdata.pdf to determine how the superseded data were derived.
 LA1098
 LA1098_MARKER: DB = BENCH MARK DISK
 LA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1098_STAMPING: F 231 1947
 LA1098_MARK LOGO: CGS
 LA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1098+STABILITY: SURFACE MOTION
 LA1098
 LA1098  HISTORY     - Date     Condition        Report By
 LA1098  HISTORY     - 1947     MONUMENTED       CGS
 LA1098
 LA1098                          STATION DESCRIPTION
 LA1098
 LA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1098'1.1 MI NE FROM NEW MT PLEASANT.
 LA1098'ABOUT 0.2 MILE NORTH, THENCE ABOUT 0.9 MILE NORTHEAST ALONG
 LA1098'A BLACK TOP ROAD FROM THE NEW MT. PLEASANT M.E. CHURCH AT NEW
 LA1098'MT. PLEASANT, ABOUT 370 FEET SOUTHWEST OF THE SOUTHWEST END OF
 LA1098'A 10-FOOT CONCRETE BRIDGE, AT THE DRIVE WAY TO THE C. CHALK
 LA1098'FARM, 78 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST
 LA1098'CONCRETE HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 20 FEET
 LA1098'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST
 LA1098'OF THE PROLONGED CENTER LINE OF THE DRIVE, 4 FEET NORTHEAST
 LA1098'OF POWER POLE NO. JA 84-9 AND IN LINE WITH THE ROW OF POLES,
 LA1098'2 FEET NORTHWEST OF THE FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 LA1098'WOODEN WITNESS POST, 1.5 FEET BEOW THE ROAD AND SET IN THE
 LA1098'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0392 ***********************************************************************
 LA0392  DESIGNATION -  F 232
 LA0392  PID         -  LA0392
 LA0392  STATE/COUNTY-  IN/RANDOLPH
 LA0392  COUNTRY     -  US
 LA0392  USGS QUAD   -  COSMOS (2016)
 LA0392
 LA0392                         *CURRENT SURVEY CONTROL
 LA0392  ______________________________________________________________________
 LA0392* NAD 83(1986) POSITION- 40 15 16.     (N) 084 49 29.     (W)   SCALED
 LA0392* NAVD 88 ORTHO HEIGHT -   318.600 (meters)     1045.27  (feet) ADJUSTED
 LA0392  ______________________________________________________________________
 LA0392  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 LA0392  DYNAMIC HEIGHT  -        318.434 (meters)     1044.73  (feet) COMP
 LA0392  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LA0392
 LA0392  VERT ORDER      -  SECOND    CLASS 0
 LA0392
 LA0392.The horizontal coordinates were scaled from a map and have
 LA0392.an estimated accuracy of +/- 6 seconds.
 LA0392
 LA0392.The orthometric height was determined by differential leveling and
 LA0392.adjusted by the NATIONAL GEODETIC SURVEY
 LA0392.in June 1991.
 LA0392
 LA0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0392.GEOID18 height accuracy estimate available here.
 LA0392
 LA0392.Click photographs - Photos may exist for this station.
 LA0392
 LA0392.The dynamic height is computed by dividing the NAVD 88
 LA0392.geopotential number by the normal gravity value computed on the
 LA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0392.degrees latitude (g = 980.6199 gals.).
 LA0392
 LA0392.The modeled gravity was interpolated from observed gravity values.
 LA0392
 LA0392;                    North         East    Units  Estimated Accuracy
 LA0392;SPC IN E     -   556,110.      171,630.      MT  (+/- 180 meters Scaled)
 LA0392
 LA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849582(NAD 83)
 LA0392
 LA0392                          SUPERSEDED SURVEY CONTROL
 LA0392
 LA0392  NGVD 29 (??/??/92)  318.75   (m)         1045.8    (f) COMPUTED    2 0
 LA0392
 LA0392.Superseded values are not recommended for survey control.
 LA0392
 LA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0392.See file dsdata.pdf to determine how the superseded data were derived.
 LA0392
 LA0392_MARKER: DB = BENCH MARK DISK
 LA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0392_STAMPING: F 232 1947
 LA0392_MARK LOGO: CGS
 LA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0392+STABILITY: SURFACE MOTION
 LA0392
 LA0392  HISTORY     - Date     Condition        Report By
 LA0392  HISTORY     - 1947     MONUMENTED       CGS
 LA0392
 LA0392                          STATION DESCRIPTION
 LA0392
 LA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0392'5.4 MI NW FROM UNION CITY.
 LA0392'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM ITS
 LA0392'JUNCTION WITH STATE HIGHWAYS 32 AND 227 AT UNION CITY, THENCE
 LA0392'ABOUT 2.65 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO MT.
 LA0392'PLEASANT CHURCH, ABOUT 0.75 MILE NORTH OF THE NEW LISBON CHURCH
 LA0392'OF CHRIST AND CEMETERY, 105 FEET SOUTHEAST OF THE SOUTHEAST
 LA0392'CORNER OF THE RESIDENCE OF J.A. PEARSON, 247 FEET NORTH OF THE
 LA0392'WEST END OF A 24-INCH CONCRETE BOX CULVERT UNDER THE ROAD, 15
 LA0392'FEET SOUTH OF THE CENTER LINE OF THE DRIVE TO THE HOUSE, 20 FEET
 LA0392'WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF POWER
 LA0392'POLE NO. 569/817, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE,
 LA0392'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0392'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0392'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT
 LA0392'SALEM BY GOING ABOUT 1.0 MILE EAST ALONG THE JAY-RANDOLPH COUNTY
 LA0392'LINE ROAD, THENCE ABOUT 3.95 MILE SOUTH ALONG A BLACK TOP ROAD
 LA0392'LEADING TO LISBON CHURCH OF CHRIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1026 ***********************************************************************
 ME1026  DESIGNATION -  F 233
 ME1026  PID         -  ME1026
 ME1026  STATE/COUNTY-  IN/LAKE
 ME1026  COUNTRY     -  US
 ME1026  USGS QUAD   -  WHITING (2019)
 ME1026
 ME1026                         *CURRENT SURVEY CONTROL
 ME1026  ______________________________________________________________________
 ME1026* NAD 83(1986) POSITION- 41 40 07.     (N) 087 28 15.     (W)   SCALED
 ME1026* NAVD 88 ORTHO HEIGHT -   179.433 (meters)      588.69  (feet) ADJUSTED
 ME1026  ______________________________________________________________________
 ME1026  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 ME1026  DYNAMIC HEIGHT  -        179.369 (meters)      588.48  (feet) COMP
 ME1026  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 ME1026
 ME1026  VERT ORDER      -  FIRST     CLASS I
 ME1026
 ME1026.The horizontal coordinates were scaled from a map and have
 ME1026.an estimated accuracy of +/- 6 seconds.
 ME1026
 ME1026.The orthometric height was determined by differential leveling and
 ME1026.adjusted by the NATIONAL GEODETIC SURVEY
 ME1026.in June 1991.
 ME1026
 ME1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1026.GEOID18 height accuracy estimate available here.
 ME1026
 ME1026.Click photographs - Photos may exist for this station.
 ME1026
 ME1026.The dynamic height is computed by dividing the NAVD 88
 ME1026.geopotential number by the normal gravity value computed on the
 ME1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1026.degrees latitude (g = 980.6199 gals.).
 ME1026
 ME1026.The modeled gravity was interpolated from observed gravity values.
 ME1026
 ME1026;                    North         East    Units  Estimated Accuracy
 ME1026;SPC IN W     -   712,880.      867,730.      MT  (+/- 180 meters Scaled)
 ME1026
 ME1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM608130(NAD 83)
 ME1026
 ME1026                          SUPERSEDED SURVEY CONTROL
 ME1026
 ME1026  NGVD 29 (01/19/93)  179.542  (m)          589.05   (f) ADJUSTED    1 1
 ME1026  NGVD 29 (??/??/92)  179.542  (m)          589.05   (f) SUPERSEDED  1 1
 ME1026
 ME1026.Superseded values are not recommended for survey control.
 ME1026
 ME1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1026.See file dsdata.pdf to determine how the superseded data were derived.
 ME1026
 ME1026_MARKER: DB = BENCH MARK DISK
 ME1026_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME1026+WITH SETTING: PAVEMENT
 ME1026_SP_SET: FOOTING
 ME1026_STAMPING: F 233 1947
 ME1026_MARK LOGO: CGS
 ME1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1026+STABILITY: SURFACE MOTION
 ME1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1026+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1026
 ME1026  HISTORY     - Date     Condition        Report By
 ME1026  HISTORY     - 1947     MONUMENTED       CGS
 ME1026  HISTORY     - 1968     GOOD             CGS
 ME1026  HISTORY     - 19920806 GOOD             NGS
 ME1026
 ME1026                          STATION DESCRIPTION
 ME1026
 ME1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1026'1.2 MI SE FROM WHITING.
 ME1026'ABOUT 1.15 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1026'THE 119 TH STREET CROSSING AT WHITING, 0.4 MILE SOUTHEAST OF
 ME1026'MILEPOST 450, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 ME1026'CONCRETE BASE FOR THE SOUTHEAST LEG OF SIGNAL BRIDGE NO. 449.7,
 ME1026'19.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 0.5
 ME1026'FOOT BELOW THE TOP OF THE CONCRETE BASE AND 1 FOOT BELOW THE
 ME1026'LEVEL OF THE TRACK.  SEC 8, T 37 N, R 9 W.
 ME1026
 ME1026                          STATION RECOVERY (1992)
 ME1026
 ME1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1026'4.3 KM (2.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 912 FROM THE
 ME1026'JUNCTION OF U.S. HIGHWAY 12 IN GARY, THENCE 0.7 KM (0.45 MI)
 ME1026'NORTHEASTERLY ALONG RILEY ROAD, THENCE 1.4 KM (0.85 MI) NORTHWESTERLY
 ME1026'ALONG DICKY ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A CONCRETE
 ME1026'FOOTING FOR AN ABANDONED OVERHEAD RAILROAD SIGNAL, 64.7 M (212.3 FT)
 ME1026'NORTHEAST OF THE ROAD CENTER, 15.3 M (50.2 FT) SOUTHWEST OF THE CENTER
 ME1026'OF STANDARD AVENUE, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1206 ***********************************************************************
 LA1206  DESIGNATION -  F 234
 LA1206  PID         -  LA1206
 LA1206  STATE/COUNTY-  IN/DELAWARE
 LA1206  COUNTRY     -  US
 LA1206  USGS QUAD   -  EATON (2019)
 LA1206
 LA1206                         *CURRENT SURVEY CONTROL
 LA1206  ______________________________________________________________________
 LA1206* NAD 83(1986) POSITION- 40 19 52.     (N) 085 22 10.     (W)   SCALED
 LA1206* NAVD 88 ORTHO HEIGHT -   274.201 (meters)      899.61  (feet) ADJUSTED
 LA1206  ______________________________________________________________________
 LA1206  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 LA1206  DYNAMIC HEIGHT  -        274.059 (meters)      899.14  (feet) COMP
 LA1206  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 LA1206
 LA1206  VERT ORDER      -  SECOND    CLASS 0
 LA1206
 LA1206.The horizontal coordinates were scaled from a map and have
 LA1206.an estimated accuracy of +/- 6 seconds.
 LA1206
 LA1206.The orthometric height was determined by differential leveling and
 LA1206.adjusted by the NATIONAL GEODETIC SURVEY
 LA1206.in June 1991.
 LA1206
 LA1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1206.GEOID18 height accuracy estimate available here.
 LA1206
 LA1206.Click photographs - Photos may exist for this station.
 LA1206
 LA1206.The dynamic height is computed by dividing the NAVD 88
 LA1206.geopotential number by the normal gravity value computed on the
 LA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1206.degrees latitude (g = 980.6199 gals.).
 LA1206
 LA1206.The modeled gravity was interpolated from observed gravity values.
 LA1206
 LA1206;                    North         East    Units  Estimated Accuracy
 LA1206;SPC IN E     -   564,330.      125,260.      MT  (+/- 180 meters Scaled)
 LA1206
 LA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK385657(NAD 83)
 LA1206
 LA1206                          SUPERSEDED SURVEY CONTROL
 LA1206
 LA1206  NGVD 29 (??/??/92)  274.336  (m)          900.05   (f) ADJ UNCH    2 0
 LA1206
 LA1206.Superseded values are not recommended for survey control.
 LA1206
 LA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1206.See file dsdata.pdf to determine how the superseded data were derived.
 LA1206
 LA1206_MARKER: DB = BENCH MARK DISK
 LA1206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA1206_SP_SET: BOX CULVERT HEADWALL
 LA1206_STAMPING: F 234 1947
 LA1206_MARK LOGO: CGS
 LA1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1206+STABILITY: SURFACE MOTION
 LA1206
 LA1206  HISTORY     - Date     Condition        Report By
 LA1206  HISTORY     - 1947     MONUMENTED       CGS
 LA1206
 LA1206                          STATION DESCRIPTION
 LA1206
 LA1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1206'4.8 MI N FROM ROYERTON.
 LA1206'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH
 LA1206'SCHOOL AT ROYERTON, ABOUT 0.25 MILE SOUTH OF A GRAVEL CROSS ROAD
 LA1206'AND CEMETERY, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD
 LA1206'WALL OF A 4 BY 3 FOOT CONCRETE BOX CULVERT, 20.5 FEET WEST OF
 LA1206'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2367 ***********************************************************************
 JZ2367  DESIGNATION -  F 235
 JZ2367  PID         -  JZ2367
 JZ2367  STATE/COUNTY-  IN/HANCOCK
 JZ2367  COUNTRY     -  US
 JZ2367  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2367
 JZ2367                         *CURRENT SURVEY CONTROL
 JZ2367  ______________________________________________________________________
 JZ2367* NAD 83(1986) POSITION- 39 55 10.     (N) 085 52 31.     (W)   SCALED
 JZ2367* NAVD 88 ORTHO HEIGHT -   264.887 (meters)      869.05  (feet) ADJUSTED
 JZ2367  ______________________________________________________________________
 JZ2367  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ2367  DYNAMIC HEIGHT  -        264.738 (meters)      868.56  (feet) COMP
 JZ2367  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 JZ2367
 JZ2367  VERT ORDER      -  FIRST     CLASS II
 JZ2367
 JZ2367.The horizontal coordinates were scaled from a map and have
 JZ2367.an estimated accuracy of +/- 6 seconds.
 JZ2367
 JZ2367.The orthometric height was determined by differential leveling and
 JZ2367.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2367.in June 1991.
 JZ2367
 JZ2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2367.GEOID18 height accuracy estimate available here.
 JZ2367
 JZ2367.Click photographs - Photos may exist for this station.
 JZ2367
 JZ2367.The dynamic height is computed by dividing the NAVD 88
 JZ2367.geopotential number by the normal gravity value computed on the
 JZ2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2367.degrees latitude (g = 980.6199 gals.).
 JZ2367
 JZ2367.The modeled gravity was interpolated from observed gravity values.
 JZ2367
 JZ2367;                    North         East    Units  Estimated Accuracy
 JZ2367;SPC IN E     -   518,590.       82,170.      MT  (+/- 180 meters Scaled)
 JZ2367
 JZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK961194(NAD 83)
 JZ2367
 JZ2367                          SUPERSEDED SURVEY CONTROL
 JZ2367
 JZ2367  NGVD 29 (??/??/92)  265.02   (m)          869.5    (f) COMPUTED    1 2
 JZ2367
 JZ2367.Superseded values are not recommended for survey control.
 JZ2367
 JZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2367.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2367
 JZ2367_MARKER: DB = BENCH MARK DISK
 JZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2367_STAMPING: F 235 1947
 JZ2367_MARK LOGO: CGS
 JZ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2367+STABILITY: SURFACE MOTION
 JZ2367
 JZ2367  HISTORY     - Date     Condition        Report By
 JZ2367  HISTORY     - 1947     MONUMENTED       CGS
 JZ2367  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2367
 JZ2367                          STATION DESCRIPTION
 JZ2367
 JZ2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2367'1.8 MI SW FROM FORTVILLE.
 JZ2367'ABOUT 1.85 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2367'FROM THE STATION AT FORTVILLE, 43 FEET SOUTHEAST AND ACROSS THE
 JZ2367'TRACK FROM MILE POST 265, 25 FEET NORTHWEST OF THE NORTHWEST
 JZ2367'EDGE OF THE PAVEMENT OF STATE HIGHWAY 67, 55.0 FEET SOUTHWEST
 JZ2367'OF POLE 264/53, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET
 JZ2367'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2367'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2367
 JZ2367                          STATION RECOVERY (1999)
 JZ2367
 JZ2367'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1573 ***********************************************************************
 LA1573  DESIGNATION -  F 236
 LA1573  PID         -  LA1573
 LA1573  STATE/COUNTY-  IN/MADISON
 LA1573  COUNTRY     -  US
 LA1573  USGS QUAD   -  LAPEL (2019)
 LA1573
 LA1573                         *CURRENT SURVEY CONTROL
 LA1573  ______________________________________________________________________
 LA1573* NAD 83(1986) POSITION- 40 00 08.90   (N) 085 50 35.74   (W)   HD_HELD1
 LA1573* NAVD 88 ORTHO HEIGHT -   262.742 (meters)      862.01  (feet) ADJUSTED
 LA1573  ______________________________________________________________________
 LA1573  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 LA1573  DYNAMIC HEIGHT  -        262.597 (meters)      861.54  (feet) COMP
 LA1573  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 LA1573
 LA1573  VERT ORDER      -  SECOND    CLASS 0
 LA1573
 LA1573.The horizontal coordinates were determined by differentially corrected
 LA1573.hand held GPS observations or other comparable positioning techniques
 LA1573.and have an estimated accuracy of +/- 3 meters.
 LA1573
 LA1573.The orthometric height was determined by differential leveling and
 LA1573.adjusted by the NATIONAL GEODETIC SURVEY
 LA1573.in June 1991.
 LA1573
 LA1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1573.GEOID18 height accuracy estimate available here.
 LA1573
 LA1573.Click photographs - Photos may exist for this station.
 LA1573
 LA1573.The dynamic height is computed by dividing the NAVD 88
 LA1573.geopotential number by the normal gravity value computed on the
 LA1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1573.degrees latitude (g = 980.6199 gals.).
 LA1573
 LA1573.The modeled gravity was interpolated from observed gravity values.
 LA1573
 LA1573;                    North         East    Units  Estimated Accuracy
 LA1573;SPC IN E     -   527,807.1      84,921.0     MT  (+/- 3 meters HH1 GPS) 
 LA1573
 LA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9873628672(NAD 83)
 LA1573
 LA1573                          SUPERSEDED SURVEY CONTROL
 LA1573
 LA1573  NGVD 29 (??/??/92)  262.873  (m)          862.44   (f) ADJ UNCH    2 0
 LA1573
 LA1573.Superseded values are not recommended for survey control.
 LA1573
 LA1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1573.See file dsdata.pdf to determine how the superseded data were derived.
 LA1573
 LA1573_MARKER: DB = BENCH MARK DISK
 LA1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1573_STAMPING: F 236 1947
 LA1573_MARK LOGO: CGS
 LA1573_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1573_MAGNETIC: I = MARKER IS A STEEL ROD
 LA1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1573+STABILITY: SURFACE MOTION
 LA1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1573+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 LA1573
 LA1573  HISTORY     - Date     Condition        Report By
 LA1573  HISTORY     - 1947     MONUMENTED       CGS
 LA1573  HISTORY     - 20110209 GOOD             INDIV
 LA1573  HISTORY     - 20220114 GOOD             INDOT
 LA1573  HISTORY     - 20220928 GOOD             IN-057
 LA1573
 LA1573                          STATION DESCRIPTION
 LA1573
 LA1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1573'5.1 MI N FROM FORTVILLE.
 LA1573'ABOUT 5.1 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1573'OF STATE HIGHWAY 238 AT FORTVILLE, ABOUT 1.05 MILE NORTH OF CENTER
 LA1573'SCHOOL, 1.2 MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY 38,
 LA1573'AT AN EAST-WEST GRAVEL CROSS ROAD, 49 FEET NORTH OF THE CENTER LINE
 LA1573'OF THE CROSS ROAD, 28.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA1573'35 FEET NORTH OF POWER POLE 64-658, 32.5 FEET NORTH OF A FENCE
 LA1573'CORNER, 1.5 FEET EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1573'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1573'NOTE-- MARK IS ABOUT 4.25 MILES SOUTH OF THE JUNCTION OF STATE
 LA1573'HIGHWAY 132 AT LAPEL.
 LA1573
 LA1573                          STATION RECOVERY (2011)
 LA1573
 LA1573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1573'LAT 40-00-08.90721-N   LONG 85-50-35.74462-W PER DUAL VECTOR NETWORK
 LA1573'RTK FROM MWRTK.NET VRS NETWORK.  HORIZONTAL VALUES PROVIDED TO ASSIST
 LA1573'IN RECOVERY AND INTENDED TO BE PUBLISHED COORDINATES.
 LA1573
 LA1573                          STATION RECOVERY (2022)
 LA1573
 LA1573'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JH)
 LA1573'RECOVERED IN GOOD CONDITION.
 LA1573
 LA1573                          STATION RECOVERY (2022)
 LA1573
 LA1573'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1573'5.1 MI (8.2 KM) NORTH FROM FORTVILLE.  ABOUT 5.1 MI (8.2 KM) NORTH
 LA1573'ALONG STATE HIGHWAY 13 FROM THE JUNCTION.  OF STATE HIGHWAY 238 AT
 LA1573'FORTVILLE, ABOUT 1.05 MI (1.69 KM) NORTH OF CENTER SCHOOL, 1.2 MI (1.9
 LA1573'KM) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 38, AT AN EAST-WEST
 LA1573'GRAVEL CROSS ROAD.  IN THE NORTHWEST CORNER OF THE INTERSECTION.  49
 LA1573'FT (14.9 M) NORTH OF THE CENTERLINE OF THE CROSS ROAD, 28.5 FT (8.7 M)
 LA1573'WEST OF THE CENTERLINE OF HIGHWAY 13.  50.5 FT (15.4 M) NORTH OF THE
 LA1573'CENTERLINE FOR 700 S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0273 ***********************************************************************
 KA0273  DESIGNATION -  F 237
 KA0273  PID         -  KA0273
 KA0273  STATE/COUNTY-  IN/HAMILTON
 KA0273  COUNTRY     -  US
 KA0273  USGS QUAD   -  FISHERS (2019)
 KA0273
 KA0273                         *CURRENT SURVEY CONTROL
 KA0273  ______________________________________________________________________
 KA0273* NAD 83(1986) POSITION- 39 55 37.     (N) 086 03 01.     (W)   SCALED
 KA0273* NAVD 88 ORTHO HEIGHT -   243.148 (meters)      797.73  (feet) ADJUSTED
 KA0273  ______________________________________________________________________
 KA0273  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 KA0273  DYNAMIC HEIGHT  -        243.014 (meters)      797.29  (feet) COMP
 KA0273  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 KA0273
 KA0273  VERT ORDER      -  SECOND    CLASS 0
 KA0273
 KA0273.The horizontal coordinates were scaled from a map and have
 KA0273.an estimated accuracy of +/- 6 seconds.
 KA0273
 KA0273.The orthometric height was determined by differential leveling and
 KA0273.adjusted by the NATIONAL GEODETIC SURVEY
 KA0273.in June 1991.
 KA0273
 KA0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0273.GEOID18 height accuracy estimate available here.
 KA0273
 KA0273.Click photographs - Photos may exist for this station.
 KA0273
 KA0273.The dynamic height is computed by dividing the NAVD 88
 KA0273.geopotential number by the normal gravity value computed on the
 KA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0273.degrees latitude (g = 980.6199 gals.).
 KA0273
 KA0273.The modeled gravity was interpolated from observed gravity values.
 KA0273
 KA0273;                    North         East    Units  Estimated Accuracy
 KA0273;SPC IN E     -   519,480.       67,210.      MT  (+/- 180 meters Scaled)
 KA0273
 KA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK811200(NAD 83)
 KA0273
 KA0273                          SUPERSEDED SURVEY CONTROL
 KA0273
 KA0273  NGVD 29 (??/??/92)  243.278  (m)          798.15   (f) ADJ UNCH    2 0
 KA0273
 KA0273.Superseded values are not recommended for survey control.
 KA0273
 KA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0273.See file dsdata.pdf to determine how the superseded data were derived.
 KA0273
 KA0273_MARKER: DB = BENCH MARK DISK
 KA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0273_STAMPING: F 237 1947
 KA0273_MARK LOGO: CGS
 KA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0273+STABILITY: SURFACE MOTION
 KA0273
 KA0273  HISTORY     - Date     Condition        Report By
 KA0273  HISTORY     - 1947     MONUMENTED       CGS
 KA0273  HISTORY     - 1973     GOOD             NGS
 KA0273  HISTORY     - 19950928 GOOD             USPSQD
 KA0273
 KA0273                          STATION DESCRIPTION
 KA0273
 KA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0273'2.6 MI NE FROM ALLISONVILLE.
 KA0273'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 KA0273'INTERSECTION WITH STATE HIGHWAY 534 AT ALLISONVILLE, THENCE
 KA0273'ABOUT 0.85 MILE EAST ALONG THE HAMILTON-MARION COUNTY LINE ROAD,
 KA0273'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 18.5 FEET NORTH
 KA0273'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 22 FEET EAST OF THE
 KA0273'CENTER LINE OF THE ROAD NORTH, 1.5 FEET WEST OF A FENCE LINE, 2.2
 KA0273'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 KA0273'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 KA0273'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED
 KA0273'FROM THE HIGH SCHOOL AT FISHERS, HAMILTON COUNTY BY GOING ABOUT
 KA0273'1.9 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 2.0 MILES
 KA0273'WEST ALONG THE HAMILTON-MARION COUNTY LINE ROAD.
 KA0273
 KA0273                          STATION RECOVERY (1973)
 KA0273
 KA0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0273'RECOVERED IN GOOD CONDITION.
 KA0273
 KA0273                          STATION RECOVERY (1995)
 KA0273
 KA0273'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2470 ***********************************************************************
 JZ2470  DESIGNATION -  F 238
 JZ2470  PID         -  JZ2470
 JZ2470  STATE/COUNTY-  IN/HANCOCK
 JZ2470  COUNTRY     -  US
 JZ2470  USGS QUAD   -  ACTON (2019)
 JZ2470
 JZ2470                         *CURRENT SURVEY CONTROL
 JZ2470  ______________________________________________________________________
 JZ2470* NAD 83(1986) POSITION- 39 44 26.     (N) 085 57 05.     (W)   SCALED
 JZ2470* NAVD 88 ORTHO HEIGHT -   251.614 (meters)      825.50  (feet) ADJUSTED
 JZ2470  ______________________________________________________________________
 JZ2470  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 JZ2470  DYNAMIC HEIGHT  -        251.469 (meters)      825.03  (feet) COMP
 JZ2470  MODELED GRAVITY -    980,047.0   (mgal)                       NAVD 88
 JZ2470
 JZ2470  VERT ORDER      -  SECOND    CLASS 0
 JZ2470
 JZ2470.The horizontal coordinates were scaled from a map and have
 JZ2470.an estimated accuracy of +/- 6 seconds.
 JZ2470
 JZ2470.The orthometric height was determined by differential leveling and
 JZ2470.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2470.in June 1991.
 JZ2470
 JZ2470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2470.GEOID18 height accuracy estimate available here.
 JZ2470
 JZ2470.Click photographs - Photos may exist for this station.
 JZ2470
 JZ2470.The dynamic height is computed by dividing the NAVD 88
 JZ2470.geopotential number by the normal gravity value computed on the
 JZ2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2470.degrees latitude (g = 980.6199 gals.).
 JZ2470
 JZ2470.The modeled gravity was interpolated from observed gravity values.
 JZ2470
 JZ2470;                    North         East    Units  Estimated Accuracy
 JZ2470;SPC IN E     -   498,750.       75,600.      MT  (+/- 180 meters Scaled)
 JZ2470
 JZ2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898994(NAD 83)
 JZ2470
 JZ2470                          SUPERSEDED SURVEY CONTROL
 JZ2470
 JZ2470  NGVD 29 (??/??/92)  251.724  (m)          825.86   (f) ADJ UNCH    2 0
 JZ2470
 JZ2470.Superseded values are not recommended for survey control.
 JZ2470
 JZ2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2470.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2470
 JZ2470_MARKER: DB = BENCH MARK DISK
 JZ2470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2470_SP_SET: BRIDGE
 JZ2470_STAMPING: F 238 1947
 JZ2470_MARK LOGO: CGS
 JZ2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2470
 JZ2470  HISTORY     - Date     Condition        Report By
 JZ2470  HISTORY     - 1947     MONUMENTED       CGS
 JZ2470  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2470
 JZ2470                          STATION DESCRIPTION
 JZ2470
 JZ2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2470'2.8 MI S FROM CUMBERLAND.
 JZ2470'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2470'AT CUMBERLAND, THENCE 2.55 MILES SOUTH ALONG THE COUNTY LINE
 JZ2470'ROAD, ABOUT 0.45 MILE NORTH OF THE INTERSECTION WITH U.S.
 JZ2470'HIGHWAY 52, IN THE TOP OF THE NORTHEAST WINGWALL OF A 20-FOOT
 JZ2470'CONCRETE BRIDGE OVER A CREEK, 112 FEET SOUTH OF THE CENTER
 JZ2470'LINE OF A ROAD LEADING EAST, 9 FEET EAST OF THE CENTER LINE OF
 JZ2470'THE COUNTY LINE ROAD, 0.8 FOOT NORTH OF THE NORTH END OF THE
 JZ2470'CONCRETE BRIDGE RAILING, 1 FOOT ABOVE ROAD LEVEL.
 JZ2470
 JZ2470                          STATION RECOVERY (2009)
 JZ2470
 JZ2470'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2470'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2575 ***********************************************************************
 JZ2575  DESIGNATION -  F 239
 JZ2575  PID         -  JZ2575
 JZ2575  STATE/COUNTY-  IN/HANCOCK
 JZ2575  COUNTRY     -  US
 JZ2575  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2575
 JZ2575                         *CURRENT SURVEY CONTROL
 JZ2575  ______________________________________________________________________
 JZ2575* NAD 83(1986) POSITION- 39 42 49.     (N) 085 51 26.     (W)   SCALED
 JZ2575* NAVD 88 ORTHO HEIGHT -   252.353 (meters)      827.93  (feet) ADJUSTED
 JZ2575  ______________________________________________________________________
 JZ2575  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 JZ2575  DYNAMIC HEIGHT  -        252.207 (meters)      827.45  (feet) COMP
 JZ2575  MODELED GRAVITY -    980,043.6   (mgal)                       NAVD 88
 JZ2575
 JZ2575  VERT ORDER      -  SECOND    CLASS 0
 JZ2575
 JZ2575.The horizontal coordinates were scaled from a map and have
 JZ2575.an estimated accuracy of +/- 6 seconds.
 JZ2575
 JZ2575.The orthometric height was determined by differential leveling and
 JZ2575.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2575.in June 1991.
 JZ2575
 JZ2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2575.GEOID18 height accuracy estimate available here.
 JZ2575
 JZ2575.Click photographs - Photos may exist for this station.
 JZ2575
 JZ2575.The dynamic height is computed by dividing the NAVD 88
 JZ2575.geopotential number by the normal gravity value computed on the
 JZ2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2575.degrees latitude (g = 980.6199 gals.).
 JZ2575
 JZ2575.The modeled gravity was interpolated from observed gravity values.
 JZ2575
 JZ2575;                    North         East    Units  Estimated Accuracy
 JZ2575;SPC IN E     -   495,740.       83,660.      MT  (+/- 180 meters Scaled)
 JZ2575
 JZ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ979965(NAD 83)
 JZ2575
 JZ2575                          SUPERSEDED SURVEY CONTROL
 JZ2575
 JZ2575  NGVD 29 (??/??/92)  252.469  (m)          828.31   (f) ADJ UNCH    2 0
 JZ2575
 JZ2575.Superseded values are not recommended for survey control.
 JZ2575
 JZ2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2575.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2575
 JZ2575_MARKER: DB = BENCH MARK DISK
 JZ2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2575_STAMPING: F 239 1947
 JZ2575_MARK LOGO: CGS
 JZ2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2575+STABILITY: SURFACE MOTION
 JZ2575
 JZ2575  HISTORY     - Date     Condition        Report By
 JZ2575  HISTORY     - 1947     MONUMENTED       CGS
 JZ2575  HISTORY     - 1973     GOOD             NGS
 JZ2575  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2575
 JZ2575                          STATION DESCRIPTION
 JZ2575
 JZ2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2575'1.7 MI SE FROM NEW PALESTINE.
 JZ2575'ABOUT 1.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2575'OFFICE AT NEW PALESTINE, IN THE NORTHWEST ANGLE OF A NORTH-SOUTH
 JZ2575'ROAD INTERSECTION, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 JZ2575'HIGHWAY, 21 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2575'ROAD, 7.5 FEET NORTH OF A FENCE CORNER, 24 FEET SOUTH OF A
 JZ2575'POWER POLE, 13 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A
 JZ2575'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2575'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2575'PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS ABOUT 2.1 MILES
 JZ2575'NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE METHODIST CHURCH AT
 JZ2575'CARROLLTON.
 JZ2575
 JZ2575                          STATION RECOVERY (1973)
 JZ2575
 JZ2575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2575'RECOVERED IN GOOD CONDITION.
 JZ2575
 JZ2575                          STATION RECOVERY (2009)
 JZ2575
 JZ2575'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2575'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2434 ***********************************************************************
 JZ2434  DESIGNATION -  F 240
 JZ2434  PID         -  JZ2434
 JZ2434  STATE/COUNTY-  IN/MADISON
 JZ2434  COUNTRY     -  US
 JZ2434  USGS QUAD   -  PENDLETON (2019)
 JZ2434
 JZ2434                         *CURRENT SURVEY CONTROL
 JZ2434  ______________________________________________________________________
 JZ2434* NAD 83(1986) POSITION- 39 59 23.     (N) 085 42 05.     (W)   SCALED
 JZ2434* NAVD 88 ORTHO HEIGHT -   272.713 (meters)      894.73  (feet) ADJUSTED
 JZ2434  ______________________________________________________________________
 JZ2434  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 JZ2434  DYNAMIC HEIGHT  -        272.562 (meters)      894.23  (feet) COMP
 JZ2434  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 JZ2434
 JZ2434  VERT ORDER      -  SECOND    CLASS 0
 JZ2434
 JZ2434.The horizontal coordinates were scaled from a map and have
 JZ2434.an estimated accuracy of +/- 6 seconds.
 JZ2434
 JZ2434.The orthometric height was determined by differential leveling and
 JZ2434.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2434.in June 1991.
 JZ2434
 JZ2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2434.GEOID18 height accuracy estimate available here.
 JZ2434
 JZ2434.Click photographs - Photos may exist for this station.
 JZ2434
 JZ2434.The dynamic height is computed by dividing the NAVD 88
 JZ2434.geopotential number by the normal gravity value computed on the
 JZ2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2434.degrees latitude (g = 980.6199 gals.).
 JZ2434
 JZ2434.The modeled gravity was interpolated from observed gravity values.
 JZ2434
 JZ2434;                    North         East    Units  Estimated Accuracy
 JZ2434;SPC IN E     -   526,380.       97,040.      MT  (+/- 180 meters Scaled)
 JZ2434
 JZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK108274(NAD 83)
 JZ2434
 JZ2434                          SUPERSEDED SURVEY CONTROL
 JZ2434
 JZ2434  NGVD 29 (??/??/92)  272.846  (m)          895.16   (f) ADJ UNCH    2 0
 JZ2434
 JZ2434.Superseded values are not recommended for survey control.
 JZ2434
 JZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2434.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2434
 JZ2434_MARKER: DB = BENCH MARK DISK
 JZ2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2434_STAMPING: F 240 1947
 JZ2434_MARK LOGO: CGS
 JZ2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2434+STABILITY: SURFACE MOTION
 JZ2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2434+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 JZ2434
 JZ2434  HISTORY     - Date     Condition        Report By
 JZ2434  HISTORY     - 1947     MONUMENTED       CGS
 JZ2434  HISTORY     - 20020908 GOOD             USPSQD
 JZ2434  HISTORY     - 20110811 GOOD             JCLS
 JZ2434
 JZ2434                          STATION DESCRIPTION
 JZ2434
 JZ2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2434'2.3 MI SE FROM PENDLETON.
 JZ2434'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 JZ2434'PUBLIC LIBRARY AT PENDLETON, IN THE NORTHWEST ANGLE OF THE
 JZ2434'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 28 FEET NORTHEAST
 JZ2434'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTER
 JZ2434'LINE OF THE NORTH-SOUTH ROAD, 13.5 FEET NORTHWEST OF A FENCE
 JZ2434'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 145 YARDS
 JZ2434'SOUTHEAST OF R.C. MC CULLOUGHS VALLEY VIEW DAIRY BARN, 1.5 FEET
 JZ2434'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2434'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2434'6 INCHES.
 JZ2434
 JZ2434                          STATION RECOVERY (2002)
 JZ2434
 JZ2434'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2434'INTERSECTION NS ROAD 100W AND RT 38
 JZ2434
 JZ2434                          STATION RECOVERY (2011)
 JZ2434
 JZ2434'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ2434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2493 ***********************************************************************
 JZ2493  DESIGNATION -  F 241
 JZ2493  PID         -  JZ2493
 JZ2493  STATE/COUNTY-  IN/HANCOCK
 JZ2493  COUNTRY     -  US
 JZ2493  USGS QUAD   -  GREENFIELD (2019)
 JZ2493
 JZ2493                         *CURRENT SURVEY CONTROL
 JZ2493  ______________________________________________________________________
 JZ2493* NAD 83(1986) POSITION- 39 45 24.     (N) 085 50 20.     (W)   SCALED
 JZ2493* NAVD 88 ORTHO HEIGHT -   259.382 (meters)      850.99  (feet) ADJUSTED
 JZ2493  ______________________________________________________________________
 JZ2493  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 JZ2493  DYNAMIC HEIGHT  -        259.232 (meters)      850.50  (feet) COMP
 JZ2493  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 JZ2493
 JZ2493  VERT ORDER      -  SECOND    CLASS 0
 JZ2493
 JZ2493.The horizontal coordinates were scaled from a map and have
 JZ2493.an estimated accuracy of +/- 6 seconds.
 JZ2493
 JZ2493.The orthometric height was determined by differential leveling and
 JZ2493.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2493.in June 1991.
 JZ2493
 JZ2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2493.GEOID18 height accuracy estimate available here.
 JZ2493
 JZ2493.Click photographs - Photos may exist for this station.
 JZ2493
 JZ2493.The dynamic height is computed by dividing the NAVD 88
 JZ2493.geopotential number by the normal gravity value computed on the
 JZ2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2493.degrees latitude (g = 980.6199 gals.).
 JZ2493
 JZ2493.The modeled gravity was interpolated from observed gravity values.
 JZ2493
 JZ2493;                    North         East    Units  Estimated Accuracy
 JZ2493;SPC IN E     -   500,520.       85,240.      MT  (+/- 180 meters Scaled)
 JZ2493
 JZ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK994013(NAD 83)
 JZ2493
 JZ2493                          SUPERSEDED SURVEY CONTROL
 JZ2493
 JZ2493  NGVD 29 (??/??/92)  259.498  (m)          851.37   (f) ADJ UNCH    2 0
 JZ2493
 JZ2493.Superseded values are not recommended for survey control.
 JZ2493
 JZ2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2493.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2493
 JZ2493_MARKER: DB = BENCH MARK DISK
 JZ2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2493_STAMPING: F 241 1947
 JZ2493_MARK LOGO: CGS
 JZ2493_PROJECTION: FLUSH
 JZ2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2493+STABILITY: SURFACE MOTION
 JZ2493
 JZ2493  HISTORY     - Date     Condition        Report By
 JZ2493  HISTORY     - 1947     MONUMENTED       CGS
 JZ2493  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2493
 JZ2493                          STATION DESCRIPTION
 JZ2493
 JZ2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2493'1.8 MI S FROM PHILADELPHIA.
 JZ2493'ABOUT 1.75 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2493'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2493'IN THE SOUTHEAST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 JZ2493'GRAVEL ROAD, 15.5 FEET EAST OF THE CENTER LINE OF THE
 JZ2493'NORTH-SOUTH ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2493'EAST-WEST ROAD, 11.5 FEET NORTH OF A POWER POLE, 14 FEET SOUTH OF
 JZ2493'A CONCRETE CORNER FENCE POST, 1 FOOT WEST OF A FENCE LINE, ABOUT
 JZ2493'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2493'PROJECTING ABOUT 6 INCHES.
 JZ2493
 JZ2493                          STATION RECOVERY (2009)
 JZ2493
 JZ2493'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2493'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2536 ***********************************************************************
 JZ2536  DESIGNATION -  F 242
 JZ2536  PID         -  JZ2536
 JZ2536  STATE/COUNTY-  IN/HANCOCK
 JZ2536  COUNTRY     -  US
 JZ2536  USGS QUAD   -  CLEVELAND (2019)
 JZ2536
 JZ2536                         *CURRENT SURVEY CONTROL
 JZ2536  ______________________________________________________________________
 JZ2536* NAD 83(1986) POSITION- 39 49 46.     (N) 085 41 22.     (W)   SCALED
 JZ2536* NAVD 88 ORTHO HEIGHT -   284.668 (meters)      933.95  (feet) ADJUSTED
 JZ2536  ______________________________________________________________________
 JZ2536  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2536  DYNAMIC HEIGHT  -        284.505 (meters)      933.41  (feet) COMP
 JZ2536  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 JZ2536
 JZ2536  VERT ORDER      -  SECOND    CLASS 0
 JZ2536
 JZ2536.The horizontal coordinates were scaled from a map and have
 JZ2536.an estimated accuracy of +/- 6 seconds.
 JZ2536
 JZ2536.The orthometric height was determined by differential leveling and
 JZ2536.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2536.in June 1991.
 JZ2536
 JZ2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2536.GEOID18 height accuracy estimate available here.
 JZ2536
 JZ2536.Click photographs - Photos may exist for this station.
 JZ2536
 JZ2536.The dynamic height is computed by dividing the NAVD 88
 JZ2536.geopotential number by the normal gravity value computed on the
 JZ2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2536.degrees latitude (g = 980.6199 gals.).
 JZ2536
 JZ2536.The modeled gravity was interpolated from observed gravity values.
 JZ2536
 JZ2536;                    North         East    Units  Estimated Accuracy
 JZ2536;SPC IN E     -   508,580.       98,050.      MT  (+/- 180 meters Scaled)
 JZ2536
 JZ2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK121096(NAD 83)
 JZ2536
 JZ2536                          SUPERSEDED SURVEY CONTROL
 JZ2536
 JZ2536  NGVD 29 (??/??/92)  284.791  (m)          934.35   (f) ADJ UNCH    2 0
 JZ2536
 JZ2536.Superseded values are not recommended for survey control.
 JZ2536
 JZ2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2536.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2536
 JZ2536_MARKER: DB = BENCH MARK DISK
 JZ2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2536_STAMPING: F 242 1947
 JZ2536_MARK LOGO: CGS
 JZ2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2536+STABILITY: SURFACE MOTION
 JZ2536
 JZ2536  HISTORY     - Date     Condition        Report By
 JZ2536  HISTORY     - 1947     MONUMENTED       CGS
 JZ2536  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2536
 JZ2536                          STATION DESCRIPTION
 JZ2536
 JZ2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2536'3 MI S FROM WILLOW BRANCH.
 JZ2536'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 209 FROM THE CROSSING
 JZ2536'OF THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, AT AN
 JZ2536'EAST-WEST JOGGED CROSS ROAD, 84 FEET NORTH OF THE CENTER LINE OF
 JZ2536'THE EAST TANGENT OF THE CROSS ROAD, 35 FEET EAST OF THE CENTER
 JZ2536'LINE OF THE HIGHWAY, 60 FEET SOUTH OF THE PROLONGED CENTER LINE
 JZ2536'OF THE WEST TANGENT OF THE CROSS ROAD, 13 FEET NORTH OF A FENCE
 JZ2536'CORNER, 23 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 1 FOOT WEST
 JZ2536'OF A FENCE LINE, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 JZ2536'OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2536
 JZ2536                          STATION RECOVERY (2009)
 JZ2536
 JZ2536'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2536'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0198 ***********************************************************************
 KA0198  DESIGNATION -  F 243
 KA0198  PID         -  KA0198
 KA0198  STATE/COUNTY-  IN/MARION
 KA0198  COUNTRY     -  US
 KA0198  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0198
 KA0198                         *CURRENT SURVEY CONTROL
 KA0198  ______________________________________________________________________
 KA0198* NAD 83(1986) POSITION- 39 47 47.     (N) 086 00 36.     (W)   SCALED
 KA0198* NAVD 88 ORTHO HEIGHT -   262.436 (meters)      861.01  (feet) POSTED
 KA0198  ______________________________________________________________________
 KA0198  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 KA0198  DYNAMIC HEIGHT  -        262.29  (meters)      860.5   (feet) COMP
 KA0198  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 KA0198
 KA0198  VERT ORDER      -  * POSTED, SEE BELOW
 KA0198
 KA0198.The horizontal coordinates were scaled from a map and have
 KA0198.an estimated accuracy of +/- 6 seconds.
 KA0198
 KA0198.The orthometric height was determined by differential leveling
 KA0198.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0198
 KA0198.* This is a POSTED BENCH MARK height.
 KA0198
 KA0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0198.GEOID18 height accuracy estimate available here.
 KA0198
 KA0198.Click photographs - Photos may exist for this station.
 KA0198
 KA0198.The dynamic height is computed by dividing the NAVD 88
 KA0198.geopotential number by the normal gravity value computed on the
 KA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0198.degrees latitude (g = 980.6199 gals.).
 KA0198
 KA0198.The modeled gravity was interpolated from observed gravity values.
 KA0198
 KA0198;                    North         East    Units  Estimated Accuracy
 KA0198;SPC IN E     -   504,970.       70,600.      MT  (+/- 180 meters Scaled)
 KA0198
 KA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK847056(NAD 83)
 KA0198
 KA0198                          SUPERSEDED SURVEY CONTROL
 KA0198
 KA0198  NGVD 29 (??/??/92)  262.553  (m)          861.39   (f) ADJ UNCH    2 0
 KA0198
 KA0198.Superseded values are not recommended for survey control.
 KA0198
 KA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0198.See file dsdata.pdf to determine how the superseded data were derived.
 KA0198
 KA0198_MARKER: DB = BENCH MARK DISK
 KA0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0198_SP_SET: BRIDGE
 KA0198_STAMPING: F 243 1947
 KA0198_MARK LOGO: CGS
 KA0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0198
 KA0198  HISTORY     - Date     Condition        Report By
 KA0198  HISTORY     - 1947     MONUMENTED       CGS
 KA0198  HISTORY     - 1950     GOOD             CGS
 KA0198  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0198
 KA0198                          STATION DESCRIPTION
 KA0198
 KA0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0198'4.4 MI NW FROM CUMBERLAND.
 KA0198'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0198'AT CUMBERLAND, THENCE ABOUT 1.6 MILES NORTH ALONG POST ROAD, AT
 KA0198'THE INTERSECTION WITH 21ST STREET, IN THE NORTHWEST QUARTER OF
 KA0198'THE INTERSECTION, SET IN THE TOP OF THE NORTHEAST WINGWALL OF
 KA0198'A 10-FOOT CONCRETE BRIDGE UNDER 21ST STREET, NEAR THE SOUTHEAST
 KA0198'CORNER OF SKY HARBOR AIRPORT, 209 FEET WEST OF THE CENTER LINE
 KA0198'OF POST ROAD, 13.5 FEET NORTH OF THE CENTER LINE OF 21ST STREET
 KA0198'AND ABOUT LEVEL WITH THE ROAD.
 KA0198
 KA0198                          STATION RECOVERY (1950)
 KA0198
 KA0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0198'RECOVERED IN GOOD CONDITION.
 KA0198
 KA0198                          STATION RECOVERY (1976)
 KA0198
 KA0198'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2584 ***********************************************************************
 JZ2584  DESIGNATION -  F 244
 JZ2584  PID         -  JZ2584
 JZ2584  STATE/COUNTY-  IN/RUSH
 JZ2584  COUNTRY     -  US
 JZ2584  USGS QUAD   -  CARTHAGE (2019)
 JZ2584
 JZ2584                         *CURRENT SURVEY CONTROL
 JZ2584  ______________________________________________________________________
 JZ2584* NAD 83(1986) POSITION- 39 41 55.53   (N) 085 33 17.14   (W)   HD_HELD1
 JZ2584* NAVD 88 ORTHO HEIGHT -   293.186 (meters)      961.89  (feet) ADJUSTED
 JZ2584  ______________________________________________________________________
 JZ2584  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 JZ2584  DYNAMIC HEIGHT  -        293.017 (meters)      961.34  (feet) COMP
 JZ2584  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 JZ2584
 JZ2584  VERT ORDER      -  SECOND    CLASS 0
 JZ2584
 JZ2584.The horizontal coordinates were determined by differentially corrected
 JZ2584.hand held GPS observations or other comparable positioning techniques
 JZ2584.and have an estimated accuracy of +/- 3 meters.
 JZ2584
 JZ2584.The orthometric height was determined by differential leveling and
 JZ2584.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2584.in June 1991.
 JZ2584
 JZ2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2584.GEOID18 height accuracy estimate available here.
 JZ2584
 JZ2584.Click photographs - Photos may exist for this station.
 JZ2584
 JZ2584.The dynamic height is computed by dividing the NAVD 88
 JZ2584.geopotential number by the normal gravity value computed on the
 JZ2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2584.degrees latitude (g = 980.6199 gals.).
 JZ2584
 JZ2584.The modeled gravity was interpolated from observed gravity values.
 JZ2584
 JZ2584;                    North         East    Units  Estimated Accuracy
 JZ2584;SPC IN E     -   494,077.4     109,597.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2584
 JZ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2390795321(NAD 83)
 JZ2584
 JZ2584                          SUPERSEDED SURVEY CONTROL
 JZ2584
 JZ2584  NGVD 29 (??/??/92)  293.312  (m)          962.31   (f) ADJ UNCH    2 0
 JZ2584
 JZ2584.Superseded values are not recommended for survey control.
 JZ2584
 JZ2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2584.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2584
 JZ2584_MARKER: DB = BENCH MARK DISK
 JZ2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2584_STAMPING: F 244 1947
 JZ2584_MARK LOGO: CGS
 JZ2584_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2584+STABILITY: SURFACE MOTION
 JZ2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2584+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2022
 JZ2584
 JZ2584  HISTORY     - Date     Condition        Report By
 JZ2584  HISTORY     - 1947     MONUMENTED       CGS
 JZ2584  HISTORY     - 20211208 GOOD             INDOT
 JZ2584  HISTORY     - 20220927 GOOD             INDOT
 JZ2584
 JZ2584                          STATION DESCRIPTION
 JZ2584
 JZ2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2584'5 MI NE FROM ARLINGTON.
 JZ2584'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2584'FROM THE POST OFFICE AT ARLINGTON, THENCE 1.15 MILE EAST ALONG
 JZ2584'A PAVED ROAD, AT A FARM OWNED BY J.F. LEISURE, 15.5 FEET SOUTH
 JZ2584'OF THE CENTER LINE OF THE ROAD, 23.5 FEET WEST OF THE CENTER LINE
 JZ2584'OF A DRIVEWAY INTO THE BARNYARD, 9.5 FEET WEST OF A FENCE CORNER,
 JZ2584'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ2584'WITNESS POST, ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP
 JZ2584'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2584
 JZ2584                          STATION RECOVERY (2021)
 JZ2584
 JZ2584'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 JZ2584'RECOVERED IN GOOD CONDITION.
 JZ2584
 JZ2584                          STATION RECOVERY (2022)
 JZ2584
 JZ2584'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2599 ***********************************************************************
 JZ2599  DESIGNATION -  F 245
 JZ2599  PID         -  JZ2599
 JZ2599  STATE/COUNTY-  IN/SHELBY
 JZ2599  COUNTRY     -  US
 JZ2599  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2599
 JZ2599                         *CURRENT SURVEY CONTROL
 JZ2599  ______________________________________________________________________
 JZ2599* NAD 83(1986) POSITION- 39 37 33.     (N) 085 49 10.     (W)   SCALED
 JZ2599* NAVD 88 ORTHO HEIGHT -   245.881 (meters)      806.69  (feet) ADJUSTED
 JZ2599  ______________________________________________________________________
 JZ2599  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 JZ2599  DYNAMIC HEIGHT  -        245.739 (meters)      806.23  (feet) COMP
 JZ2599  MODELED GRAVITY -    980,043.6   (mgal)                       NAVD 88
 JZ2599
 JZ2599  VERT ORDER      -  SECOND    CLASS 0
 JZ2599
 JZ2599.The horizontal coordinates were scaled from a map and have
 JZ2599.an estimated accuracy of +/- 6 seconds.
 JZ2599
 JZ2599.The orthometric height was determined by differential leveling and
 JZ2599.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2599.in June 1991.
 JZ2599
 JZ2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2599.GEOID18 height accuracy estimate available here.
 JZ2599
 JZ2599.Click photographs - Photos may exist for this station.
 JZ2599
 JZ2599.The dynamic height is computed by dividing the NAVD 88
 JZ2599.geopotential number by the normal gravity value computed on the
 JZ2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2599.degrees latitude (g = 980.6199 gals.).
 JZ2599
 JZ2599.The modeled gravity was interpolated from observed gravity values.
 JZ2599
 JZ2599;                    North         East    Units  Estimated Accuracy
 JZ2599;SPC IN E     -   485,990.       86,880.      MT  (+/- 180 meters Scaled)
 JZ2599
 JZ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013868(NAD 83)
 JZ2599
 JZ2599                          SUPERSEDED SURVEY CONTROL
 JZ2599
 JZ2599  NGVD 29 (??/??/92)  245.992  (m)          807.06   (f) ADJ UNCH    2 0
 JZ2599
 JZ2599.Superseded values are not recommended for survey control.
 JZ2599
 JZ2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2599.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2599
 JZ2599_MARKER: DB = BENCH MARK DISK
 JZ2599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2599_SP_SET: CULVERT HEADWALL
 JZ2599_STAMPING: F 245 1947
 JZ2599_MARK LOGO: CGS
 JZ2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2599+STABILITY: SURFACE MOTION
 JZ2599
 JZ2599  HISTORY     - Date     Condition        Report By
 JZ2599  HISTORY     - 1947     MONUMENTED       CGS
 JZ2599  HISTORY     - 1973     POOR             NGS
 JZ2599
 JZ2599                          STATION DESCRIPTION
 JZ2599
 JZ2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2599'5.7 MI SE FROM CARROLLTON.
 JZ2599'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2599'CHURCH AT CARROLLTON, THENCE 3.5 MILES SOUTH ALONG A COUNTY
 JZ2599'ROAD, THENCE 0.15 MILE EAST, AND 1.95 MILES SOUTH ALONG GRAVEL
 JZ2599'ROADS, ABOUT 0.1 MILE NORTH OF A SMALL WHITE FARM HOUSE ON THE
 JZ2599'EAST SIDE OF THE ROAD, SET IN THE TOP OF THE CENTER OF THE EAST
 JZ2599'HEADWALL OF A 5-FOOT ARCH CONCRETE CULVERT, 10.5 FEET EAST OF THE
 JZ2599'CENTER LINE OF THE ROAD, 1 FOOT ABOVE ROAD LEVEL.
 JZ2599
 JZ2599                          STATION RECOVERY (1973)
 JZ2599
 JZ2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2599'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1055 ***********************************************************************
 LA1055  DESIGNATION -  F 246
 LA1055  PID         -  LA1055
 LA1055  STATE/COUNTY-  IN/RANDOLPH
 LA1055  COUNTRY     -  US
 LA1055  USGS QUAD   -  MODOC (2019)
 LA1055
 LA1055                         *CURRENT SURVEY CONTROL
 LA1055  ______________________________________________________________________
 LA1055* NAD 83(1986) POSITION- 40 03 46.     (N) 085 07 36.     (W)   SCALED
 LA1055* NAVD 88 ORTHO HEIGHT -   352.650 (meters)     1156.99  (feet) ADJUSTED
 LA1055  ______________________________________________________________________
 LA1055  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 LA1055  DYNAMIC HEIGHT  -        352.458 (meters)     1156.36  (feet) COMP
 LA1055  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 LA1055
 LA1055  VERT ORDER      -  SECOND    CLASS 0
 LA1055
 LA1055.The horizontal coordinates were scaled from a map and have
 LA1055.an estimated accuracy of +/- 6 seconds.
 LA1055
 LA1055.The orthometric height was determined by differential leveling and
 LA1055.adjusted by the NATIONAL GEODETIC SURVEY
 LA1055.in June 1991.
 LA1055
 LA1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1055.GEOID18 height accuracy estimate available here.
 LA1055
 LA1055.Click photographs - Photos may exist for this station.
 LA1055
 LA1055.The dynamic height is computed by dividing the NAVD 88
 LA1055.geopotential number by the normal gravity value computed on the
 LA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1055.degrees latitude (g = 980.6199 gals.).
 LA1055
 LA1055.The modeled gravity was interpolated from observed gravity values.
 LA1055
 LA1055;                    North         East    Units  Estimated Accuracy
 LA1055;SPC IN E     -   534,630.      146,070.      MT  (+/- 180 meters Scaled)
 LA1055
 LA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK597364(NAD 83)
 LA1055
 LA1055                          SUPERSEDED SURVEY CONTROL
 LA1055
 LA1055  NGVD 29 (??/??/92)  352.786  (m)         1157.43   (f) ADJ UNCH    2 0
 LA1055
 LA1055.Superseded values are not recommended for survey control.
 LA1055
 LA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1055.See file dsdata.pdf to determine how the superseded data were derived.
 LA1055
 LA1055_MARKER: DB = BENCH MARK DISK
 LA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1055_STAMPING: F 249 1947
 LA1055_MARK LOGO: CGS
 LA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1055+STABILITY: SURFACE MOTION
 LA1055
 LA1055  HISTORY     - Date     Condition        Report By
 LA1055  HISTORY     - 1947     MONUMENTED       CGS
 LA1055
 LA1055                          STATION DESCRIPTION
 LA1055
 LA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1055'1 MI N FROM MODOC.
 LA1055'1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION WITH
 LA1055'U.S. HIGHWAY 36 AT MODOC, AT A JOGGED CROSS ROAD AND THE TOP OF A
 LA1055'GRADE, ABOUT 0.4 MILE SOUTH OF THE CROSSING OF A POWER TRANSMISSION
 LA1055'LINE, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 LA1055'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 22 FEET EAST OF A
 LA1055'FENCE CORNER, 1 FOOT NORTH OF A WIRE FENCE, ABOUT LEVEL WITH THE
 LA1055'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1088 ***********************************************************************
 LA1088  DESIGNATION -  F 247
 LA1088  PID         -  LA1088
 LA1088  STATE/COUNTY-  IN/JAY
 LA1088  COUNTRY     -  US
 LA1088  USGS QUAD   -  BLAINE (2019)
 LA1088
 LA1088                         *CURRENT SURVEY CONTROL
 LA1088  ______________________________________________________________________
 LA1088* NAD 83(1986) POSITION- 40 26 41.     (N) 085 05 09.     (W)   SCALED
 LA1088* NAVD 88 ORTHO HEIGHT -   269.335 (meters)      883.64  (feet) ADJUSTED
 LA1088  ______________________________________________________________________
 LA1088  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 LA1088  DYNAMIC HEIGHT  -        269.199 (meters)      883.20  (feet) COMP
 LA1088  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 LA1088
 LA1088  VERT ORDER      -  SECOND    CLASS 0
 LA1088
 LA1088.The horizontal coordinates were scaled from a map and have
 LA1088.an estimated accuracy of +/- 6 seconds.
 LA1088
 LA1088.The orthometric height was determined by differential leveling and
 LA1088.adjusted by the NATIONAL GEODETIC SURVEY
 LA1088.in June 1991.
 LA1088
 LA1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1088.GEOID18 height accuracy estimate available here.
 LA1088
 LA1088.Click photographs - Photos may exist for this station.
 LA1088
 LA1088.The dynamic height is computed by dividing the NAVD 88
 LA1088.geopotential number by the normal gravity value computed on the
 LA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1088.degrees latitude (g = 980.6199 gals.).
 LA1088
 LA1088.The modeled gravity was interpolated from observed gravity values.
 LA1088
 LA1088;                    North         East    Units  Estimated Accuracy
 LA1088;SPC IN E     -   577,060.      149,280.      MT  (+/- 180 meters Scaled)
 LA1088
 LA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK623788(NAD 83)
 LA1088
 LA1088                          SUPERSEDED SURVEY CONTROL
 LA1088
 LA1088  NGVD 29 (??/??/92)  269.483  (m)          884.13   (f) ADJ UNCH    2 0
 LA1088
 LA1088.Superseded values are not recommended for survey control.
 LA1088
 LA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1088.See file dsdata.pdf to determine how the superseded data were derived.
 LA1088
 LA1088_MARKER: DB = BENCH MARK DISK
 LA1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1088_STAMPING: F 247 1947
 LA1088_MARK LOGO: CGS
 LA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1088+STABILITY: SURFACE MOTION
 LA1088
 LA1088  HISTORY     - Date     Condition        Report By
 LA1088  HISTORY     - 1947     MONUMENTED       CGS
 LA1088  HISTORY     - 20091008 MARK NOT FOUND   INDOT
 LA1088
 LA1088                          STATION DESCRIPTION
 LA1088
 LA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1088'6.8 MI W FROM PORTLAND.
 LA1088'ABOUT 6.75 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST
 LA1088'OFFICE AT PORTLAND, ABOUT 0.5 MILE WEST OF THE CROSS AT CENTER,
 LA1088'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 72 FEET NORTH
 LA1088'OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE CENTER
 LA1088'LINE OF THE ROAD LEADING NORTH, 55 FEET NORTH OF A FENCE CORNER,
 LA1088'1 FOOT WEST OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE ROAD
 LA1088'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LA1088
 LA1088                          STATION RECOVERY (2009)
 LA1088
 LA1088'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1088'FENCE LINE AND FENCE CORNER CALLED FOR ARE NOW GONE.  SITE IS A
 LA1088'CULTIVATED FIELD ALONG CR550W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1258 ***********************************************************************
 LA1258  DESIGNATION -  F 248
 LA1258  PID         -  LA1258
 LA1258  STATE/COUNTY-  IN/DELAWARE
 LA1258  COUNTRY     -  US
 LA1258  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1258
 LA1258                         *CURRENT SURVEY CONTROL
 LA1258  ______________________________________________________________________
 LA1258* NAD 83(1986) POSITION- 40 04 49.     (N) 085 29 58.     (W)   SCALED
 LA1258* NAVD 88 ORTHO HEIGHT -   294.483 (meters)      966.15  (feet) ADJUSTED
 LA1258  ______________________________________________________________________
 LA1258  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 LA1258  DYNAMIC HEIGHT  -        294.325 (meters)      965.63  (feet) COMP
 LA1258  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LA1258
 LA1258  VERT ORDER      -  SECOND    CLASS 0
 LA1258
 LA1258.The horizontal coordinates were scaled from a map and have
 LA1258.an estimated accuracy of +/- 6 seconds.
 LA1258
 LA1258.The orthometric height was determined by differential leveling and
 LA1258.adjusted by the NATIONAL GEODETIC SURVEY
 LA1258.in June 1991.
 LA1258
 LA1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1258.GEOID18 height accuracy estimate available here.
 LA1258
 LA1258.Click photographs - Photos may exist for this station.
 LA1258
 LA1258.The dynamic height is computed by dividing the NAVD 88
 LA1258.geopotential number by the normal gravity value computed on the
 LA1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1258.degrees latitude (g = 980.6199 gals.).
 LA1258
 LA1258.The modeled gravity was interpolated from observed gravity values.
 LA1258
 LA1258;                    North         East    Units  Estimated Accuracy
 LA1258;SPC IN E     -   536,440.      114,260.      MT  (+/- 180 meters Scaled)
 LA1258
 LA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279377(NAD 83)
 LA1258
 LA1258                          SUPERSEDED SURVEY CONTROL
 LA1258
 LA1258  NGVD 29 (??/??/92)  294.618  (m)          966.59   (f) ADJ UNCH    2 0
 LA1258
 LA1258.Superseded values are not recommended for survey control.
 LA1258
 LA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1258.See file dsdata.pdf to determine how the superseded data were derived.
 LA1258
 LA1258_MARKER: DB = BENCH MARK DISK
 LA1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1258_STAMPING: F 248 1947
 LA1258_MARK LOGO: CGS
 LA1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1258+STABILITY: SURFACE MOTION
 LA1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1258+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 LA1258
 LA1258  HISTORY     - Date     Condition        Report By
 LA1258  HISTORY     - 1947     MONUMENTED       CGS
 LA1258  HISTORY     - 20060516 GOOD             BFSINC
 LA1258
 LA1258                          STATION DESCRIPTION
 LA1258
 LA1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1258'0.8 MI S FROM CROSSROADS.
 LA1258'ABOUT 0.8 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE FIRST
 LA1258'LUTHERAN CHURCH AT CROSSROADS, ABOUT 0.25 MILE NORTH OF THE
 LA1258'HENRY-DELAWARE COUNTY LINE, ABOUT 0.15 MILE SOUTH OF A RED
 LA1258'BRICK FARM HOUSE, AT A PROPERTY FENCE LINE RUNNING EAST, 15.5
 LA1258'FEET EAST OF THE CENTER LINE OF THE ROAD, 15.5 FEET SOUTH OF A
 LA1258'5-INCH PIPE FENCE CORNER POST, 2 FEET SOUTH OF A GATE POST,
 LA1258'3.5 FEET NORTH OF A POWER POLE NO. DE 103/42, 1 FOOT WEST OF
 LA1258'THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LA1258'OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1258
 LA1258                          STATION RECOVERY (2006)
 LA1258
 LA1258'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LA1258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1713 ***********************************************************************
 JZ1713  DESIGNATION -  F 249
 JZ1713  PID         -  JZ1713
 JZ1713  STATE/COUNTY-  IN/HENRY
 JZ1713  COUNTRY     -  US
 JZ1713  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1713
 JZ1713                         *CURRENT SURVEY CONTROL
 JZ1713  ______________________________________________________________________
 JZ1713* NAD 83(1986) POSITION- 39 59 38.59   (N) 085 15 05.66   (W)   HD_HELD1
 JZ1713* NAVD 88 ORTHO HEIGHT -   342.614 (meters)     1124.06  (feet) ADJUSTED
 JZ1713  ______________________________________________________________________
 JZ1713  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 JZ1713  DYNAMIC HEIGHT  -        342.423 (meters)     1123.43  (feet) COMP
 JZ1713  MODELED GRAVITY -    980,057.9   (mgal)                       NAVD 88
 JZ1713
 JZ1713  VERT ORDER      -  SECOND    CLASS 0
 JZ1713
 JZ1713.The horizontal coordinates were determined by differentially corrected
 JZ1713.hand held GPS observations or other comparable positioning techniques
 JZ1713.and have an estimated accuracy of +/- 3 meters.
 JZ1713
 JZ1713.The orthometric height was determined by differential leveling and
 JZ1713.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1713.in June 1991.
 JZ1713
 JZ1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1713.GEOID18 height accuracy estimate available here.
 JZ1713
 JZ1713.Click photographs - Photos may exist for this station.
 JZ1713
 JZ1713.The dynamic height is computed by dividing the NAVD 88
 JZ1713.geopotential number by the normal gravity value computed on the
 JZ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1713.degrees latitude (g = 980.6199 gals.).
 JZ1713
 JZ1713.The modeled gravity was interpolated from observed gravity values.
 JZ1713
 JZ1713;                    North         East    Units  Estimated Accuracy
 JZ1713;SPC IN E     -   526,939.8     135,448.5     MT  (+/- 3 meters HH1 GPS) 
 JZ1713
 JZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4926228561(NAD 83)
 JZ1713
 JZ1713                          SUPERSEDED SURVEY CONTROL
 JZ1713
 JZ1713  NGVD 29 (??/??/92)  342.746  (m)         1124.49   (f) ADJ UNCH    2 0
 JZ1713
 JZ1713.Superseded values are not recommended for survey control.
 JZ1713
 JZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1713.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1713
 JZ1713_MARKER: DB = BENCH MARK DISK
 JZ1713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1713_SP_SET: BUILDING
 JZ1713_STAMPING: F 249 1947
 JZ1713_MARK LOGO: CGS
 JZ1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1713
 JZ1713  HISTORY     - Date     Condition        Report By
 JZ1713  HISTORY     - 1947     MONUMENTED       CGS
 JZ1713  HISTORY     - 19791221 MARK NOT FOUND   LOCENG
 JZ1713
 JZ1713                          STATION DESCRIPTION
 JZ1713
 JZ1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1713'AT MOORELAND.
 JZ1713'AT MOORELAND, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 JZ1713'CORNER OF THE PUBLIC SCHOOL BUILDING, 0.9 FOOT NORTH OF THE
 JZ1713'CORNER AND 4.5 FEET ABOVE THE GROUND.
 JZ1713
 JZ1713                          STATION RECOVERY (1979)
 JZ1713
 JZ1713'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JZ1713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2711 ***********************************************************************
 JZ2711  DESIGNATION -  F 249 RESET
 JZ2711  PID         -  JZ2711
 JZ2711  STATE/COUNTY-  IN/HENRY
 JZ2711  COUNTRY     -  US
 JZ2711  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ2711
 JZ2711                         *CURRENT SURVEY CONTROL
 JZ2711  ______________________________________________________________________
 JZ2711* NAD 83(1986) POSITION- 39 59 38.     (N) 085 15 05.     (W)   SCALED
 JZ2711* NAVD 88 ORTHO HEIGHT -   340.96  (+/-2cm)     1118.6   (feet) VERTCON3
 JZ2711  ______________________________________________________________________
 JZ2711  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 JZ2711  VERT ORDER      -  THIRD (See Below)
 JZ2711
 JZ2711.The horizontal coordinates were scaled from a map and have
 JZ2711.an estimated accuracy of +/- 6 seconds.
 JZ2711
 JZ2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2711
 JZ2711.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2711.GEOID18 height accuracy estimate available here.
 JZ2711
 JZ2711.The vertical order pertains to the NGVD 29 superseded value.
 JZ2711
 JZ2711.Click photographs - Photos may exist for this station.
 JZ2711
 JZ2711;                    North         East    Units  Estimated Accuracy
 JZ2711;SPC IN E     -   526,920.      135,460.      MT  (+/- 180 meters Scaled)
 JZ2711
 JZ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK492285(NAD 83)
 JZ2711
 JZ2711                          SUPERSEDED SURVEY CONTROL
 JZ2711
 JZ2711  NGVD 29 (08/22/16)  341.09   (m)         1119.1    (f) RESET       3  
 JZ2711
 JZ2711.Superseded values are not recommended for survey control.
 JZ2711
 JZ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2711.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2711
 JZ2711_MARKER: DV = VERTICAL CONTROL DISK
 JZ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2711_STAMPING: F 249 RESET 1979
 JZ2711_MARK LOGO: NGS
 JZ2711_PROJECTION: PROJECTING 20 CENTIMETERS
 JZ2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2711+STABILITY: SURFACE MOTION
 JZ2711
 JZ2711  HISTORY     - Date     Condition        Report By
 JZ2711  HISTORY     - 1979     MONUMENTED       LOCENG
 JZ2711
 JZ2711                          STATION DESCRIPTION
 JZ2711
 JZ2711'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JZ2711'IN MOORELAND.
 JZ2711'AT MOORELAND-HENRY COUNTY, 561.7 FEET SOUTH AND 20.1 FEET WEST OF THE
 JZ2711'CENTER OF THE MAIN TRACK OF THE OLD NEW YORK CENTRAL RAILROAD RUNNING
 JZ2711'EAST AND WEST THRU MOORELAND, AND BEGIN MEASURED ON AND ALONG THE
 JZ2711'CENTERLINE OF BROAD STREET IN SAID TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0316 ***********************************************************************
 ME0316  DESIGNATION -  F 25
 ME0316  PID         -  ME0316
 ME0316  STATE/COUNTY-  IN/MARSHALL
 ME0316  COUNTRY     -  US
 ME0316  USGS QUAD   -  CULVER (2019)
 ME0316
 ME0316                         *CURRENT SURVEY CONTROL
 ME0316  ______________________________________________________________________
 ME0316* NAD 83(1986) POSITION- 41 13 06.     (N) 086 25 04.     (W)   SCALED
 ME0316* NAVD 88 ORTHO HEIGHT -   228.477 (meters)      749.60  (feet) ADJUSTED
 ME0316  ______________________________________________________________________
 ME0316  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME0316  DYNAMIC HEIGHT  -        228.383 (meters)      749.29  (feet) COMP
 ME0316  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 ME0316
 ME0316  VERT ORDER      -  SECOND    CLASS 0
 ME0316
 ME0316.The horizontal coordinates were scaled from a map and have
 ME0316.an estimated accuracy of +/- 6 seconds.
 ME0316
 ME0316.The orthometric height was determined by differential leveling and
 ME0316.adjusted by the NATIONAL GEODETIC SURVEY
 ME0316.in June 1991.
 ME0316
 ME0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0316.GEOID18 height accuracy estimate available here.
 ME0316
 ME0316.Click photographs - Photos may exist for this station.
 ME0316
 ME0316.The dynamic height is computed by dividing the NAVD 88
 ME0316.geopotential number by the normal gravity value computed on the
 ME0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0316.degrees latitude (g = 980.6199 gals.).
 ME0316
 ME0316.The modeled gravity was interpolated from observed gravity values.
 ME0316
 ME0316;                    North         East    Units  Estimated Accuracy
 ME0316;SPC IN E     -   663,080.       37,020.      MT  (+/- 180 meters Scaled)
 ME0316
 ME0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL488631(NAD 83)
 ME0316
 ME0316                          SUPERSEDED SURVEY CONTROL
 ME0316
 ME0316  NGVD 29 (??/??/92)  228.590  (m)          749.97   (f) ADJ UNCH    2 0
 ME0316
 ME0316.Superseded values are not recommended for survey control.
 ME0316
 ME0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0316.See file dsdata.pdf to determine how the superseded data were derived.
 ME0316
 ME0316_MARKER: DB = BENCH MARK DISK
 ME0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0316_STAMPING: F 25 1934
 ME0316_MARK LOGO: CGS
 ME0316_PROJECTION: FLUSH
 ME0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0316+STABILITY: SURFACE MOTION
 ME0316
 ME0316  HISTORY     - Date     Condition        Report By
 ME0316  HISTORY     - 1934     MONUMENTED       CGS
 ME0316  HISTORY     - 1946     GOOD             CGS
 ME0316  HISTORY     - 20100809 MARK NOT FOUND   DLZCOR
 ME0316
 ME0316                          STATION DESCRIPTION
 ME0316
 ME0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0316'AT CULVER.
 ME0316'AT CULVER, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ME0316'PENNSYLVANIA RAILROAD STATION, 19 FEET NORTH OF THE NORTH RAIL
 ME0316'OF THE TRACK, IN THE SOUTHWEST CORNER OF A GRASS PLOT, 4 FEET
 ME0316'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 7 FEET EAST
 ME0316'OF THE EAST CONCRETE CURBING AROUND A PAVED PARKING AREA, ABOUT
 ME0316'LEVEL WITH THE TRACK AND SET IN TOP OF A CONCRETE POST FLUSH
 ME0316'WITH THE GROUND.
 ME0316
 ME0316                          STATION RECOVERY (2010)
 ME0316
 ME0316'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME0316'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1006 ***********************************************************************
 LA1006  DESIGNATION -  F 250
 LA1006  PID         -  LA1006
 LA1006  STATE/COUNTY-  IN/DELAWARE
 LA1006  COUNTRY     -  US
 LA1006  USGS QUAD   -  MUNCIE EAST (2019)
 LA1006
 LA1006                         *CURRENT SURVEY CONTROL
 LA1006  ______________________________________________________________________
 LA1006* NAD 83(1986) POSITION- 40 11 23.     (N) 085 18 40.     (W)   SCALED
 LA1006* NAVD 88 ORTHO HEIGHT -   296.623 (meters)      973.17  (feet) ADJUSTED
 LA1006  ______________________________________________________________________
 LA1006  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 LA1006  DYNAMIC HEIGHT  -        296.464 (meters)      972.65  (feet) COMP
 LA1006  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 LA1006
 LA1006  VERT ORDER      -  SECOND    CLASS 0
 LA1006
 LA1006.The horizontal coordinates were scaled from a map and have
 LA1006.an estimated accuracy of +/- 6 seconds.
 LA1006
 LA1006.The orthometric height was determined by differential leveling and
 LA1006.adjusted by the NATIONAL GEODETIC SURVEY
 LA1006.in June 1991.
 LA1006
 LA1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1006.GEOID18 height accuracy estimate available here.
 LA1006
 LA1006.Click photographs - Photos may exist for this station.
 LA1006
 LA1006.The dynamic height is computed by dividing the NAVD 88
 LA1006.geopotential number by the normal gravity value computed on the
 LA1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1006.degrees latitude (g = 980.6199 gals.).
 LA1006
 LA1006.The modeled gravity was interpolated from observed gravity values.
 LA1006
 LA1006;                    North         East    Units  Estimated Accuracy
 LA1006;SPC IN E     -   548,640.      130,280.      MT  (+/- 180 meters Scaled)
 LA1006
 LA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK437501(NAD 83)
 LA1006
 LA1006                          SUPERSEDED SURVEY CONTROL
 LA1006
 LA1006  NGVD 29 (??/??/92)  296.760  (m)          973.62   (f) ADJ UNCH    2 0
 LA1006
 LA1006.Superseded values are not recommended for survey control.
 LA1006
 LA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1006.See file dsdata.pdf to determine how the superseded data were derived.
 LA1006
 LA1006_MARKER: DB = BENCH MARK DISK
 LA1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1006_SP_SET: BRIDGE
 LA1006_STAMPING: F 250 1947
 LA1006_MARK LOGO: CGS
 LA1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1006
 LA1006  HISTORY     - Date     Condition        Report By
 LA1006  HISTORY     - 1947     MONUMENTED       CGS
 LA1006
 LA1006                          STATION DESCRIPTION
 LA1006
 LA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1006'2.4 MI SW FROM SELMA.
 LA1006'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL
 LA1006'AT SELMA, THENCE ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD,
 LA1006'ABOUT 125 YARDS SOUTH OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 LA1006'CHICAGO AND ST. LOUIS RAILWAY, IN THE TOP OF THE NORTH END OF
 LA1006'THE WEST HEAD WALL OF A 17-FOOT CONCRETE BRIDGE, 10 FEET WEST
 LA1006'OF AND ABOUT 1.5 FEE ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1706 ***********************************************************************
 JZ1706  DESIGNATION -  F 251
 JZ1706  PID         -  JZ1706
 JZ1706  STATE/COUNTY-  IN/HENRY
 JZ1706  COUNTRY     -  US
 JZ1706  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1706
 JZ1706                         *CURRENT SURVEY CONTROL
 JZ1706  ______________________________________________________________________
 JZ1706* NAD 83(1986) POSITION- 39 56 55.     (N) 085 23 03.     (W)   SCALED
 JZ1706* NAVD 88 ORTHO HEIGHT -   308.562 (meters)     1012.34  (feet) ADJUSTED
 JZ1706  ______________________________________________________________________
 JZ1706  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 JZ1706  DYNAMIC HEIGHT  -        308.391 (meters)     1011.78  (feet) COMP
 JZ1706  MODELED GRAVITY -    980,062.6   (mgal)                       NAVD 88
 JZ1706
 JZ1706  VERT ORDER      -  SECOND    CLASS 0
 JZ1706
 JZ1706.The horizontal coordinates were scaled from a map and have
 JZ1706.an estimated accuracy of +/- 6 seconds.
 JZ1706
 JZ1706.The orthometric height was determined by differential leveling and
 JZ1706.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1706.in June 1991.
 JZ1706
 JZ1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1706.GEOID18 height accuracy estimate available here.
 JZ1706
 JZ1706.Click photographs - Photos may exist for this station.
 JZ1706
 JZ1706.The dynamic height is computed by dividing the NAVD 88
 JZ1706.geopotential number by the normal gravity value computed on the
 JZ1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1706.degrees latitude (g = 980.6199 gals.).
 JZ1706
 JZ1706.The modeled gravity was interpolated from observed gravity values.
 JZ1706
 JZ1706;                    North         East    Units  Estimated Accuracy
 JZ1706;SPC IN E     -   521,850.      124,140.      MT  (+/- 180 meters Scaled)
 JZ1706
 JZ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380233(NAD 83)
 JZ1706
 JZ1706                          SUPERSEDED SURVEY CONTROL
 JZ1706
 JZ1706  NGVD 29 (??/??/92)  308.693  (m)         1012.77   (f) ADJ UNCH    2 0
 JZ1706
 JZ1706.Superseded values are not recommended for survey control.
 JZ1706
 JZ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1706.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1706
 JZ1706_MARKER: DB = BENCH MARK DISK
 JZ1706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1706_SP_SET: UNDERPASS
 JZ1706_STAMPING: F 251 1947
 JZ1706_MARK LOGO: CGS
 JZ1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1706
 JZ1706  HISTORY     - Date     Condition        Report By
 JZ1706  HISTORY     - 1947     MONUMENTED       CGS
 JZ1706  HISTORY     - 20050707 MARK NOT FOUND   GEOCAC
 JZ1706
 JZ1706                          STATION DESCRIPTION
 JZ1706
 JZ1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1706'1.2 MI N FROM NEW CASTLE.
 JZ1706'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 JZ1706'OF STATE HIGHWAY 38 AT NEW CASTLE, IN THE TOP OF THE SOUTH END
 JZ1706'OF THE 45-FOOT CONCRETE HEAD WALL OF A PEDESTRIAN CONCRETE UNDER
 JZ1706'PASS UNDER HIGHWAY 3 CONNECTING A PARKING AREA AND THE MEMORIAL
 JZ1706'PARK, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JZ1706'LEVEL WITH THE HIGHWAY.
 JZ1706
 JZ1706                          STATION RECOVERY (2005)
 JZ1706
 JZ1706'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1706'SR 3 IS NOW 5 LANES.  THERE IS NO PEDESTRIAN UNDERPASS VISIBLE IN THIS
 JZ1706'AREA AND THERE ISN T ANY PARKING ON THE EAST SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1627 ***********************************************************************
 JZ1627  DESIGNATION -  F 252
 JZ1627  PID         -  JZ1627
 JZ1627  STATE/COUNTY-  IN/RUSH
 JZ1627  COUNTRY     -  US
 JZ1627  USGS QUAD   -  MAYS (2019)
 JZ1627
 JZ1627                         *CURRENT SURVEY CONTROL
 JZ1627  ______________________________________________________________________
 JZ1627* NAD 83(1986) POSITION- 39 42 42.16   (N) 085 26 30.23   (W)   HD_HELD1
 JZ1627* NAVD 88 ORTHO HEIGHT -   302.517 (meters)      992.51  (feet) ADJUSTED
 JZ1627  ______________________________________________________________________
 JZ1627  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 JZ1627  DYNAMIC HEIGHT  -        302.340 (meters)      991.93  (feet) COMP
 JZ1627  MODELED GRAVITY -    980,034.3   (mgal)                       NAVD 88
 JZ1627
 JZ1627  VERT ORDER      -  SECOND    CLASS 0
 JZ1627
 JZ1627.The horizontal coordinates were determined by differentially corrected
 JZ1627.hand held GPS observations or other comparable positioning techniques
 JZ1627.and have an estimated accuracy of +/- 3 meters.
 JZ1627
 JZ1627.The orthometric height was determined by differential leveling and
 JZ1627.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1627.in June 1991.
 JZ1627
 JZ1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1627.GEOID18 height accuracy estimate available here.
 JZ1627
 JZ1627.Click photographs - Photos may exist for this station.
 JZ1627
 JZ1627.The dynamic height is computed by dividing the NAVD 88
 JZ1627.geopotential number by the normal gravity value computed on the
 JZ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1627.degrees latitude (g = 980.6199 gals.).
 JZ1627
 JZ1627.The modeled gravity was interpolated from observed gravity values.
 JZ1627
 JZ1627;                    North         East    Units  Estimated Accuracy
 JZ1627;SPC IN E     -   495,533.6     119,288.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1627
 JZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3357496921(NAD 83)
 JZ1627
 JZ1627                          SUPERSEDED SURVEY CONTROL
 JZ1627
 JZ1627  NGVD 29 (??/??/92)  302.646  (m)          992.93   (f) ADJ UNCH    2 0
 JZ1627
 JZ1627.Superseded values are not recommended for survey control.
 JZ1627
 JZ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1627.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1627
 JZ1627_MARKER: DB = BENCH MARK DISK
 JZ1627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1627_SP_SET: CULVERT HEADWALL
 JZ1627_STAMPING: F 252 1947
 JZ1627_MARK LOGO: CGS
 JZ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1627+STABILITY: SURFACE MOTION
 JZ1627
 JZ1627  HISTORY     - Date     Condition        Report By
 JZ1627  HISTORY     - 1947     MONUMENTED       CGS
 JZ1627
 JZ1627                          STATION DESCRIPTION
 JZ1627
 JZ1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1627'6.4 MI S FROM DUNREITH.
 JZ1627'ABOUT 6.45 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1627'OVER U.S. HIGHWAY 40 AT DUNREITH, ABOUT 0.8 MILE NORTH OF THE
 JZ1627'JUNCTION WITH A ROAD LEADING EAST TO SEXTON, 0.2 MILE SOUTH OF
 JZ1627'THE JUNCTION WITH A ROAD LEADING EAST, IN THE TOP OF THE NORTH
 JZ1627'END OF THE EAST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT
 JZ1627'NUMBER 52, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 JZ1627'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS ABOUT 7.5
 JZ1627'MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE AT
 JZ1627'RUSHVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1545 ***********************************************************************
 JZ1545  DESIGNATION -  F 253
 JZ1545  PID         -  JZ1545
 JZ1545  STATE/COUNTY-  IN/RUSH
 JZ1545  COUNTRY     -  US
 JZ1545  USGS QUAD   -  MAYS (2019)
 JZ1545
 JZ1545                         *CURRENT SURVEY CONTROL
 JZ1545  ______________________________________________________________________
 JZ1545* NAD 83(1986) POSITION- 39 42 00.     (N) 085 25 22.     (W)   SCALED
 JZ1545* NAVD 88 ORTHO HEIGHT -   305.410 (meters)     1002.00  (feet) ADJUSTED
 JZ1545  ______________________________________________________________________
 JZ1545  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ1545  DYNAMIC HEIGHT  -        305.230 (meters)     1001.41  (feet) COMP
 JZ1545  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 JZ1545
 JZ1545  VERT ORDER      -  SECOND    CLASS 0
 JZ1545
 JZ1545.The horizontal coordinates were scaled from a map and have
 JZ1545.an estimated accuracy of +/- 6 seconds.
 JZ1545
 JZ1545.The orthometric height was determined by differential leveling and
 JZ1545.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1545.in June 1991.
 JZ1545
 JZ1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1545.GEOID18 height accuracy estimate available here.
 JZ1545
 JZ1545.Click photographs - Photos may exist for this station.
 JZ1545
 JZ1545.The dynamic height is computed by dividing the NAVD 88
 JZ1545.geopotential number by the normal gravity value computed on the
 JZ1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1545.degrees latitude (g = 980.6199 gals.).
 JZ1545
 JZ1545.The modeled gravity was interpolated from observed gravity values.
 JZ1545
 JZ1545;                    North         East    Units  Estimated Accuracy
 JZ1545;SPC IN E     -   494,240.      120,920.      MT  (+/- 180 meters Scaled)
 JZ1545
 JZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352956(NAD 83)
 JZ1545
 JZ1545                          SUPERSEDED SURVEY CONTROL
 JZ1545
 JZ1545  NGVD 29 (??/??/92)  305.539  (m)         1002.42   (f) ADJ UNCH    2 0
 JZ1545
 JZ1545.Superseded values are not recommended for survey control.
 JZ1545
 JZ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1545.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1545
 JZ1545_MARKER: DB = BENCH MARK DISK
 JZ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1545_STAMPING: F 253 1947
 JZ1545_MARK LOGO: CGS
 JZ1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1545+STABILITY: SURFACE MOTION
 JZ1545
 JZ1545  HISTORY     - Date     Condition        Report By
 JZ1545  HISTORY     - 1947     MONUMENTED       CGS
 JZ1545
 JZ1545                          STATION DESCRIPTION
 JZ1545
 JZ1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1545'0.6 MI E FROM SEXTON.
 JZ1545'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD FROM THE NEW YORK,
 JZ1545'CHICAGO AND ST. LOUIS RAILROAD CROSSING AT SEXTON, AT THE
 JZ1545'JUNCTION WITH A FARM ROAD LEADING NORTH, 35 FEET NORTH OF THE
 JZ1545'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET WEST OF THE CENTER
 JZ1545'LINE OF THE FARM ROAD, 1.3 FEET EAST OF A WIRE FENCE, 18 FEET
 JZ1545'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ1545'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JZ1545'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1526 ***********************************************************************
 JZ1526  DESIGNATION -  F 254
 JZ1526  PID         -  JZ1526
 JZ1526  STATE/COUNTY-  IN/WAYNE
 JZ1526  COUNTRY     -  US
 JZ1526  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1526
 JZ1526                         *CURRENT SURVEY CONTROL
 JZ1526  ______________________________________________________________________
 JZ1526* NAD 83(1986) POSITION- 39 48 45.     (N) 085 12 29.     (W)   SCALED
 JZ1526* NAVD 88 ORTHO HEIGHT -   319.909 (meters)     1049.57  (feet) ADJUSTED
 JZ1526  ______________________________________________________________________
 JZ1526  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 JZ1526  DYNAMIC HEIGHT  -        319.724 (meters)     1048.96  (feet) COMP
 JZ1526  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 JZ1526
 JZ1526  VERT ORDER      -  SECOND    CLASS 0
 JZ1526
 JZ1526.The horizontal coordinates were scaled from a map and have
 JZ1526.an estimated accuracy of +/- 6 seconds.
 JZ1526
 JZ1526.The orthometric height was determined by differential leveling and
 JZ1526.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1526.in June 1991.
 JZ1526
 JZ1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1526.GEOID18 height accuracy estimate available here.
 JZ1526
 JZ1526.Click photographs - Photos may exist for this station.
 JZ1526
 JZ1526.The dynamic height is computed by dividing the NAVD 88
 JZ1526.geopotential number by the normal gravity value computed on the
 JZ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1526.degrees latitude (g = 980.6199 gals.).
 JZ1526
 JZ1526.The modeled gravity was interpolated from observed gravity values.
 JZ1526
 JZ1526;                    North         East    Units  Estimated Accuracy
 JZ1526;SPC IN E     -   506,800.      139,270.      MT  (+/- 180 meters Scaled)
 JZ1526
 JZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK533084(NAD 83)
 JZ1526
 JZ1526                          SUPERSEDED SURVEY CONTROL
 JZ1526
 JZ1526  NGVD 29 (??/??/92)  320.045  (m)         1050.01   (f) ADJ UNCH    2 0
 JZ1526
 JZ1526.Superseded values are not recommended for survey control.
 JZ1526
 JZ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1526.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1526
 JZ1526_MARKER: DB = BENCH MARK DISK
 JZ1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1526_SP_SET: WATER TOWER BASE
 JZ1526_STAMPING: F 254 1947
 JZ1526_MARK LOGO: CGS
 JZ1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1526
 JZ1526  HISTORY     - Date     Condition        Report By
 JZ1526  HISTORY     - 1947     MONUMENTED       CGS
 JZ1526  HISTORY     - 20061121 MARK NOT FOUND   GEOCAC
 JZ1526
 JZ1526                          STATION DESCRIPTION
 JZ1526
 JZ1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1526'AT DUBLIN.
 JZ1526'AT DUBLIN, AT THE REAR OF THE TOWN HALL, ABOUT 200 FEET NORTH OF
 JZ1526'THE CENTER LINE OF U.S. HIGHWAY 40, SET IN THE TOP OF THE SOUTH
 JZ1526'CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE CITY
 JZ1526'WATER TOWER.
 JZ1526
 JZ1526                          STATION RECOVERY (2006)
 JZ1526
 JZ1526'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1526'VISITED SITE. THE WATER TANK HAS BEEN DISMANTLED AND THE FOUNDATION
 JZ1526'SLABS ARE GONE. THE AREA HAS BEEN GRADED FOR CONSTRUCTION OF A METAL
 JZ1526'BUILDING AND CONCRETE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1583 ***********************************************************************
 JZ1583  DESIGNATION -  F 255
 JZ1583  PID         -  JZ1583
 JZ1583  STATE/COUNTY-  IN/WAYNE
 JZ1583  COUNTRY     -  US
 JZ1583  USGS QUAD   -  JACKSONBURG (2019)
 JZ1583
 JZ1583                         *CURRENT SURVEY CONTROL
 JZ1583  ______________________________________________________________________
 JZ1583* NAD 83(1986) POSITION- 39 48 20.     (N) 085 03 06.     (W)   SCALED
 JZ1583* NAVD 88 ORTHO HEIGHT -   329.014 (meters)     1079.44  (feet) ADJUSTED
 JZ1583  ______________________________________________________________________
 JZ1583  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JZ1583  DYNAMIC HEIGHT  -        328.822 (meters)     1078.81  (feet) COMP
 JZ1583  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 JZ1583
 JZ1583  VERT ORDER      -  SECOND    CLASS 0
 JZ1583
 JZ1583.The horizontal coordinates were scaled from a map and have
 JZ1583.an estimated accuracy of +/- 6 seconds.
 JZ1583
 JZ1583.The orthometric height was determined by differential leveling and
 JZ1583.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1583.in June 1991.
 JZ1583
 JZ1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1583.GEOID18 height accuracy estimate available here.
 JZ1583
 JZ1583.Click photographs - Photos may exist for this station.
 JZ1583
 JZ1583.The dynamic height is computed by dividing the NAVD 88
 JZ1583.geopotential number by the normal gravity value computed on the
 JZ1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1583.degrees latitude (g = 980.6199 gals.).
 JZ1583
 JZ1583.The modeled gravity was interpolated from observed gravity values.
 JZ1583
 JZ1583;                    North         East    Units  Estimated Accuracy
 JZ1583;SPC IN E     -   506,110.      152,660.      MT  (+/- 180 meters Scaled)
 JZ1583
 JZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK667079(NAD 83)
 JZ1583
 JZ1583                          SUPERSEDED SURVEY CONTROL
 JZ1583
 JZ1583  NGVD 29 (??/??/92)  329.152  (m)         1079.89   (f) ADJ UNCH    2 0
 JZ1583
 JZ1583.Superseded values are not recommended for survey control.
 JZ1583
 JZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1583.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1583
 JZ1583_MARKER: DB = BENCH MARK DISK
 JZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1583_STAMPING: F 255 1947
 JZ1583_MARK LOGO: CGS
 JZ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1583+STABILITY: SURFACE MOTION
 JZ1583
 JZ1583  HISTORY     - Date     Condition        Report By
 JZ1583  HISTORY     - 1947     MONUMENTED       CGS
 JZ1583
 JZ1583                          STATION DESCRIPTION
 JZ1583
 JZ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1583'3.8 MI SE FROM PENNVILLE.
 JZ1583'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION WITH
 JZ1583'THE JACKSONBURG ROAD AT PENNVILLE, THENCE 0.75 MILE SOUTH ALONG
 JZ1583'A GRAVEL ROAD, AT THE T JUNCTION WITH AN EAST-WEST ROAD, 60 FEET
 JZ1583'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 16 FEET
 JZ1583'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 27.5 FEET EAST
 JZ1583'OF THE EAST GATE POST OF A CORNER GATE, 22 FEET WEST OF TELEPHONE
 JZ1583'POLE 15090, 1.4 FEET SOUTH OF A WIRE FENCE LINE, 2 FEET WEST OF
 JZ1583'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1583'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1735 ***********************************************************************
 JZ1735  DESIGNATION -  F 257
 JZ1735  PID         -  JZ1735
 JZ1735  STATE/COUNTY-  IN/RUSH
 JZ1735  COUNTRY     -  US
 JZ1735  USGS QUAD   -  RUSHVILLE (2019)
 JZ1735
 JZ1735                         *CURRENT SURVEY CONTROL
 JZ1735  ______________________________________________________________________
 JZ1735* NAD 83(1986) POSITION- 39 36 13.     (N) 085 26 37.     (W)   SCALED
 JZ1735* NAVD 88 ORTHO HEIGHT -   293.648 (meters)      963.41  (feet) ADJUSTED
 JZ1735  ______________________________________________________________________
 JZ1735  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 JZ1735  DYNAMIC HEIGHT  -        293.473 (meters)      962.84  (feet) COMP
 JZ1735  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ1735
 JZ1735  VERT ORDER      -  SECOND    CLASS 0
 JZ1735
 JZ1735.The horizontal coordinates were scaled from a map and have
 JZ1735.an estimated accuracy of +/- 6 seconds.
 JZ1735
 JZ1735.The orthometric height was determined by differential leveling and
 JZ1735.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1735.in June 1991.
 JZ1735
 JZ1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1735.GEOID18 height accuracy estimate available here.
 JZ1735
 JZ1735.Click photographs - Photos may exist for this station.
 JZ1735
 JZ1735.The dynamic height is computed by dividing the NAVD 88
 JZ1735.geopotential number by the normal gravity value computed on the
 JZ1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1735.degrees latitude (g = 980.6199 gals.).
 JZ1735
 JZ1735.The modeled gravity was interpolated from observed gravity values.
 JZ1735
 JZ1735;                    North         East    Units  Estimated Accuracy
 JZ1735;SPC IN E     -   483,530.      119,160.      MT  (+/- 180 meters Scaled)
 JZ1735
 JZ1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336849(NAD 83)
 JZ1735
 JZ1735                          SUPERSEDED SURVEY CONTROL
 JZ1735
 JZ1735  NGVD 29 (??/??/92)  293.776  (m)          963.83   (f) ADJ UNCH    2 0
 JZ1735
 JZ1735.Superseded values are not recommended for survey control.
 JZ1735
 JZ1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1735.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1735
 JZ1735_MARKER: DB = BENCH MARK DISK
 JZ1735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1735_SP_SET: BRIDGE
 JZ1735_STAMPING: F 257 1947
 JZ1735_MARK LOGO: CGS
 JZ1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1735
 JZ1735  HISTORY     - Date     Condition        Report By
 JZ1735  HISTORY     - 1947     MONUMENTED       CGS
 JZ1735  HISTORY     - 1988     GOOD
 JZ1735
 JZ1735                          STATION DESCRIPTION
 JZ1735
 JZ1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1735'0.3 MI S FROM RUSHVILLE.
 JZ1735'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1735'AT RUSHVILLE, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF U.S.
 JZ1735'HIGHWAY 52 LEADING SOUTHEAST AND STATE HIGHWAY 3 LEADING SOUTH,
 JZ1735'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 JZ1735'RAIL OF THE CONCRETE BRIDGE OVER FLAT ROCK RIVER, 24 FEET NORTHEAST
 JZ1735'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF THE
 JZ1735'SOUTHEAST END OF THE RAILING AND 3.5 FEET ABOVE THE BRIDGE
 JZ1735'FLOOR.
 JZ1735
 JZ1735                          STATION RECOVERY (1988)
 JZ1735
 JZ1735'RECOVERED 1988
 JZ1735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3549 ***********************************************************************
 JZ3549  DESIGNATION -  F 257 RESET
 JZ3549  PID         -  JZ3549
 JZ3549  STATE/COUNTY-  IN/RUSH
 JZ3549  COUNTRY     -  US
 JZ3549  USGS QUAD   -  RUSHVILLE (2019)
 JZ3549
 JZ3549                         *CURRENT SURVEY CONTROL
 JZ3549  ______________________________________________________________________
 JZ3549* NAD 83(1986) POSITION- 39 36 13.     (N) 085 26 37.     (W)   SCALED
 JZ3549* NAVD 88 ORTHO HEIGHT -   291.53  (meters)      956.5   (feet) RESET
 JZ3549  ______________________________________________________________________
 JZ3549  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 JZ3549  VERT ORDER      -  THIRD
 JZ3549
 JZ3549.The horizontal coordinates were scaled from a map and have
 JZ3549.an estimated accuracy of +/- 6 seconds.
 JZ3549
 JZ3549.The orthometric height was computed from unverified reset data.
 JZ3549
 JZ3549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3549.GEOID18 height accuracy estimate available here.
 JZ3549
 JZ3549.Click photographs - Photos may exist for this station.
 JZ3549
 JZ3549;                    North         East    Units  Estimated Accuracy
 JZ3549;SPC IN E     -   483,530.      119,160.      MT  (+/- 180 meters Scaled)
 JZ3549
 JZ3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336849(NAD 83)
 JZ3549
 JZ3549                          SUPERSEDED SURVEY CONTROL
 JZ3549
 JZ3549  NGVD 29 (08/22/16)  291.66   (m)          956.9    (f) RESET       3  
 JZ3549
 JZ3549.Superseded values are not recommended for survey control.
 JZ3549
 JZ3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3549.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3549
 JZ3549_MARKER: DV = VERTICAL CONTROL DISK
 JZ3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3549_STAMPING: F 257 RESET 1985
 JZ3549_MARK LOGO: NGS
 JZ3549_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3549+STABILITY: SURFACE MOTION
 JZ3549
 JZ3549  HISTORY     - Date     Condition        Report By
 JZ3549  HISTORY     - 1985     MONUMENTED       NGS
 JZ3549
 JZ3549                          STATION DESCRIPTION
 JZ3549
 JZ3549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ3549'0.5 KM (0.30 MI) SOUTH FROM RUSHVILLE.
 JZ3549'0.48 KM (0.30 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE IN
 JZ3549'RUSHVILLE AT A FIELD ENTRANCE ROAD RIGHT AND 0.16 KM (0.10 MI) ,
 JZ3549'NORTH OF THE JUNCTION OF U.S. HIGHWAY 52, AND ALONG THE SOUTH SIDE OF
 JZ3549'FLAT ROCK RIVER, 29.566 M (97.0 FT) WEST FROM THE CENTERLINE OF
 JZ3549'HIGHWAY 3, 11.278 M (37.0 FT) SOUTH FROM THE GRAVEL FIELD ENTRANCE
 JZ3549'ROAD AND 0.610 M (2.0 FT) EAST FROM A WITNESS POST AND SET ALONG THE
 JZ3549'EAST SIDE OF A LARGE METAL BILLBOARD SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1940 ***********************************************************************
 JZ1940  DESIGNATION -  F 258
 JZ1940  PID         -  JZ1940
 JZ1940  STATE/COUNTY-  IN/DECATUR
 JZ1940  COUNTRY     -  US
 JZ1940  USGS QUAD   -  MILROY (2019)
 JZ1940
 JZ1940                         *CURRENT SURVEY CONTROL
 JZ1940  ______________________________________________________________________
 JZ1940* NAD 83(1986) POSITION- 39 25 30.     (N) 085 27 53.     (W)   SCALED
 JZ1940* NAVD 88 ORTHO HEIGHT -   291.846 (meters)      957.50  (feet) ADJUSTED
 JZ1940  ______________________________________________________________________
 JZ1940  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 JZ1940  DYNAMIC HEIGHT  -        291.666 (meters)      956.91  (feet) COMP
 JZ1940  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JZ1940
 JZ1940  VERT ORDER      -  SECOND    CLASS 0
 JZ1940
 JZ1940.The horizontal coordinates were scaled from a map and have
 JZ1940.an estimated accuracy of +/- 6 seconds.
 JZ1940
 JZ1940.The orthometric height was determined by differential leveling and
 JZ1940.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1940.in June 1991.
 JZ1940
 JZ1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1940.GEOID18 height accuracy estimate available here.
 JZ1940
 JZ1940.Click photographs - Photos may exist for this station.
 JZ1940
 JZ1940.The dynamic height is computed by dividing the NAVD 88
 JZ1940.geopotential number by the normal gravity value computed on the
 JZ1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1940.degrees latitude (g = 980.6199 gals.).
 JZ1940
 JZ1940.The modeled gravity was interpolated from observed gravity values.
 JZ1940
 JZ1940;                    North         East    Units  Estimated Accuracy
 JZ1940;SPC IN E     -   463,700.      117,390.      MT  (+/- 180 meters Scaled)
 JZ1940
 JZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321650(NAD 83)
 JZ1940
 JZ1940                          SUPERSEDED SURVEY CONTROL
 JZ1940
 JZ1940  NGVD 29 (??/??/92)  291.976  (m)          957.92   (f) ADJ UNCH    2 0
 JZ1940
 JZ1940.Superseded values are not recommended for survey control.
 JZ1940
 JZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1940.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1940
 JZ1940_MARKER: DB = BENCH MARK DISK
 JZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1940_STAMPING: F 258 1947
 JZ1940_MARK LOGO: CGS
 JZ1940_PROJECTION: PROJECTING
 JZ1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1940+STABILITY: SURFACE MOTION
 JZ1940
 JZ1940  HISTORY     - Date     Condition        Report By
 JZ1940  HISTORY     - 1947     MONUMENTED       CGS
 JZ1940  HISTORY     - 20221229 MARK NOT FOUND   INDOT
 JZ1940
 JZ1940                          STATION DESCRIPTION
 JZ1940
 JZ1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1940'1 MI E FROM SANDUSKY.
 JZ1940'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD LEADING TO SPRINGHILL
 JZ1940'FROM THE SCHOOL AT SANDUSKY, AT THE EAST END OF AN S CURVE,
 JZ1940'ALONG THE NORTH RIGHT-OF-WAY FENCE, 50 FEET NORTH OF THE CENTER
 JZ1940'LINE OF THE ROAD, 186 FEET SOUTH-SOUTHEAST OF A LONE 36-INCH OAK
 JZ1940'TREE IN A PASTURE, 27.5 FEET EAST OF A T FENCE CORNER POST IN THE
 JZ1940'NORTH RIGHT-OF-WAY FENCE, 18 FEET EAST OF THE CENTER LINE OF A
 JZ1940'WOODEN GATE ENTRANCE TO A FIELD, 25 FEET EAST OF A POWER POLE,
 JZ1940'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1940'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1940
 JZ1940                          STATION RECOVERY (2022)
 JZ1940
 JZ1940'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1940'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1972 ***********************************************************************
 JZ1972  DESIGNATION -  F 259
 JZ1972  PID         -  JZ1972
 JZ1972  STATE/COUNTY-  IN/DECATUR
 JZ1972  COUNTRY     -  US
 JZ1972  USGS QUAD   -  CLARKSBURG (2019)
 JZ1972
 JZ1972                         *CURRENT SURVEY CONTROL
 JZ1972  ______________________________________________________________________
 JZ1972* NAD 83(1986) POSITION- 39 25 08.     (N) 085 20 52.     (W)   SCALED
 JZ1972* NAVD 88 ORTHO HEIGHT -   325.122 (meters)     1066.67  (feet) ADJUSTED
 JZ1972  ______________________________________________________________________
 JZ1972  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ1972  DYNAMIC HEIGHT  -        324.921 (meters)     1066.01  (feet) COMP
 JZ1972  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JZ1972
 JZ1972  VERT ORDER      -  SECOND    CLASS 0
 JZ1972
 JZ1972.The horizontal coordinates were scaled from a map and have
 JZ1972.an estimated accuracy of +/- 6 seconds.
 JZ1972
 JZ1972.The orthometric height was determined by differential leveling and
 JZ1972.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1972.in June 1991.
 JZ1972
 JZ1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1972.GEOID18 height accuracy estimate available here.
 JZ1972
 JZ1972.Click photographs - Photos may exist for this station.
 JZ1972
 JZ1972.The dynamic height is computed by dividing the NAVD 88
 JZ1972.geopotential number by the normal gravity value computed on the
 JZ1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1972.degrees latitude (g = 980.6199 gals.).
 JZ1972
 JZ1972.The modeled gravity was interpolated from observed gravity values.
 JZ1972
 JZ1972;                    North         East    Units  Estimated Accuracy
 JZ1972;SPC IN E     -   463,050.      127,460.      MT  (+/- 180 meters Scaled)
 JZ1972
 JZ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ422645(NAD 83)
 JZ1972
 JZ1972                          SUPERSEDED SURVEY CONTROL
 JZ1972
 JZ1972  NGVD 29 (??/??/92)  325.254  (m)         1067.10   (f) ADJ UNCH    2 0
 JZ1972
 JZ1972.Superseded values are not recommended for survey control.
 JZ1972
 JZ1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1972.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1972
 JZ1972_MARKER: DB = BENCH MARK DISK
 JZ1972_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1972_SP_SET: GATE POST
 JZ1972_STAMPING: F 259 1947
 JZ1972_MARK LOGO: CGS
 JZ1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1972
 JZ1972  HISTORY     - Date     Condition        Report By
 JZ1972  HISTORY     - 1947     MONUMENTED       CGS
 JZ1972
 JZ1972                          STATION DESCRIPTION
 JZ1972
 JZ1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1972'1 MI S FROM CLARKSBURG.
 JZ1972'ABOUT 1.05 MILES SOUTH ALONG THE ST. MAURICE ROAD FROM THE
 JZ1972'CROSSROADS AT CLARKSBURG, ABOUT 0.25 MILE NORTH OF A GRAVEL
 JZ1972'ROAD EAST, AT A LARGE ORANGE BARN ON THE WEST SIDE OF THE ROAD,
 JZ1972'SET VERTICALLY IN THE EAST FACE OF THE NORTH 18 BY 18-INCH
 JZ1972'CONCRETE GATE POST AT THE DRIVE WAY TO THE BARN, 160 FEET EAST
 JZ1972'OF THE NORTHEAST CORNER OF THE BARN, 21 FEET WEST OF THE CENTER
 JZ1972'LINE OF THE ROAD AND ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0292 ***********************************************************************
 MD0292  DESIGNATION -  F 26 ALLEN
 MD0292  PID         -  MD0292
 MD0292  STATE/COUNTY-  IN/ALLEN
 MD0292  COUNTRY     -  US
 MD0292  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0292
 MD0292                         *CURRENT SURVEY CONTROL
 MD0292  ______________________________________________________________________
 MD0292* NAD 83(1986) POSITION- 41 09 22.     (N) 084 49 48.     (W)   SCALED
 MD0292* NAVD 88 ORTHO HEIGHT -   228.024 (meters)      748.11  (feet) ADJUSTED
 MD0292  ______________________________________________________________________
 MD0292  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 MD0292  DYNAMIC HEIGHT  -        227.932 (meters)      747.81  (feet) COMP
 MD0292  MODELED GRAVITY -    980,215.3   (mgal)                       NAVD 88
 MD0292
 MD0292  VERT ORDER      -  SECOND    CLASS 0
 MD0292
 MD0292.The horizontal coordinates were scaled from a map and have
 MD0292.an estimated accuracy of +/- 6 seconds.
 MD0292
 MD0292.The orthometric height was determined by differential leveling and
 MD0292.adjusted by the NATIONAL GEODETIC SURVEY
 MD0292.in June 1991.
 MD0292
 MD0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0292.GEOID18 height accuracy estimate available here.
 MD0292
 MD0292.Click photographs - Photos may exist for this station.
 MD0292
 MD0292.The dynamic height is computed by dividing the NAVD 88
 MD0292.geopotential number by the normal gravity value computed on the
 MD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0292.degrees latitude (g = 980.6199 gals.).
 MD0292
 MD0292.The modeled gravity was interpolated from observed gravity values.
 MD0292
 MD0292;                    North         East    Units  Estimated Accuracy
 MD0292;SPC IN E     -   656,230.      170,230.      MT  (+/- 180 meters Scaled)
 MD0292
 MD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL820583(NAD 83)
 MD0292
 MD0292                          SUPERSEDED SURVEY CONTROL
 MD0292
 MD0292  NGVD 29 (??/??/92)  228.164  (m)          748.57   (f) ADJ UNCH    2 0
 MD0292
 MD0292.Superseded values are not recommended for survey control.
 MD0292
 MD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0292.See file dsdata.pdf to determine how the superseded data were derived.
 MD0292
 MD0292_MARKER: DD = SURVEY DISK
 MD0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0292_SP_SET: BRIDGE
 MD0292_STAMPING: F 26 ALLEN
 MD0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0292
 MD0292  HISTORY     - Date     Condition        Report By
 MD0292  HISTORY     - UNK      MONUMENTED       INHD
 MD0292  HISTORY     - 1968     GOOD             CGS
 MD0292  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0292
 MD0292                          STATION DESCRIPTION
 MD0292
 MD0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0292'5 MI WSW FROM ANTWERP.
 MD0292'LOCATED 5.05 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ANTWERP,
 MD0292'OHIO AND 1.4 MILES WEST OF THE OHIO-INDIANA STATE-LINE ALONG
 MD0292'U.S. HIGHWAY 24 A SMALL CONCRETE BRIDGE ACROSS THE MARSH DITCH.
 MD0292'IT IS 14.6 FT. NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24
 MD0292'AND 0.9 FT. EAST OF NORTHWEST CORNER OF BRIDGE.  A STANDARD
 MD0292'INDIANA STATE HIGHWAY COMMERCE DISK SET IN A DRILL HOLE IN THE
 MD0292'WINGWALL OF THE NORTHWEST CORNER OF THE BRIDGE AND IS STAMPED
 MD0292'F-26 ALLEN.
 MD0292
 MD0292                          STATION RECOVERY (2018)
 MD0292
 MD0292'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0292'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1961 ***********************************************************************
 JZ1961  DESIGNATION -  F 260
 JZ1961  PID         -  JZ1961
 JZ1961  STATE/COUNTY-  IN/FRANKLIN
 JZ1961  COUNTRY     -  US
 JZ1961  USGS QUAD   -  CLARKSBURG (2019)
 JZ1961
 JZ1961                         *CURRENT SURVEY CONTROL
 JZ1961  ______________________________________________________________________
 JZ1961* NAD 83(1986) POSITION- 39 26 18.     (N) 085 16 27.     (W)   SCALED
 JZ1961* NAVD 88 ORTHO HEIGHT -   305.314 (meters)     1001.68  (feet) ADJUSTED
 JZ1961  ______________________________________________________________________
 JZ1961  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ1961  DYNAMIC HEIGHT  -        305.127 (meters)     1001.07  (feet) COMP
 JZ1961  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 JZ1961
 JZ1961  VERT ORDER      -  SECOND    CLASS 0
 JZ1961
 JZ1961.The horizontal coordinates were scaled from a map and have
 JZ1961.an estimated accuracy of +/- 6 seconds.
 JZ1961
 JZ1961.The orthometric height was determined by differential leveling and
 JZ1961.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1961.in June 1991.
 JZ1961
 JZ1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1961.GEOID18 height accuracy estimate available here.
 JZ1961
 JZ1961.Click photographs - Photos may exist for this station.
 JZ1961
 JZ1961.The dynamic height is computed by dividing the NAVD 88
 JZ1961.geopotential number by the normal gravity value computed on the
 JZ1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1961.degrees latitude (g = 980.6199 gals.).
 JZ1961
 JZ1961.The modeled gravity was interpolated from observed gravity values.
 JZ1961
 JZ1961;                    North         East    Units  Estimated Accuracy
 JZ1961;SPC IN E     -   465,230.      133,790.      MT  (+/- 180 meters Scaled)
 JZ1961
 JZ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485668(NAD 83)
 JZ1961
 JZ1961                          SUPERSEDED SURVEY CONTROL
 JZ1961
 JZ1961  NGVD 29 (??/??/92)  305.453  (m)         1002.14   (f) ADJ UNCH    2 0
 JZ1961
 JZ1961.Superseded values are not recommended for survey control.
 JZ1961
 JZ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1961.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1961
 JZ1961_MARKER: DB = BENCH MARK DISK
 JZ1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1961_STAMPING: F 260 1947
 JZ1961_MARK LOGO: CGS
 JZ1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1961+STABILITY: SURFACE MOTION
 JZ1961
 JZ1961  HISTORY     - Date     Condition        Report By
 JZ1961  HISTORY     - 1947     MONUMENTED       CGS
 JZ1961
 JZ1961                          STATION DESCRIPTION
 JZ1961
 JZ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1961'AT BUENA VISTA.
 JZ1961'AT BUENA VISTA, IN THE SOUTHWEST ANGLE OF THE CROSSROADS, 88 FEET
 JZ1961'WEST OF THE NORTHWEST CORNER OF THE CHRISTIAN CHURCH BUILDING
 JZ1961'AND IN LINE WITH THE NORTH FACE OF THE BUILDING, 33 FEET SOUTH
 JZ1961'OF THE CENTER LINE OF THE EAST-WEST ROAD, 155 FEET WEST OF THE
 JZ1961'CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET SOUTH OF A STONE
 JZ1961'FENCE CORNER POST, 1.5 FEET EAST OF THE FENCE LINE, 2 FEET SOUTH
 JZ1961'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1961'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1772 ***********************************************************************
 JZ1772  DESIGNATION -  F 261
 JZ1772  PID         -  JZ1772
 JZ1772  STATE/COUNTY-  IN/FRANKLIN
 JZ1772  COUNTRY     -  US
 JZ1772  USGS QUAD   -  ALPINE (2019)
 JZ1772
 JZ1772                         *CURRENT SURVEY CONTROL
 JZ1772  ______________________________________________________________________
 JZ1772* NAD 83(1986) POSITION- 39 31 04.     (N) 085 10 41.     (W)   SCALED
 JZ1772* NAVD 88 ORTHO HEIGHT -   224.478 (meters)      736.47  (feet) ADJUSTED
 JZ1772  ______________________________________________________________________
 JZ1772  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 JZ1772  DYNAMIC HEIGHT  -        224.341 (meters)      736.03  (feet) COMP
 JZ1772  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 JZ1772
 JZ1772  VERT ORDER      -  SECOND    CLASS 0
 JZ1772
 JZ1772.The horizontal coordinates were scaled from a map and have
 JZ1772.an estimated accuracy of +/- 6 seconds.
 JZ1772
 JZ1772.The orthometric height was determined by differential leveling and
 JZ1772.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1772.in June 1991.
 JZ1772
 JZ1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1772.GEOID18 height accuracy estimate available here.
 JZ1772
 JZ1772.Click photographs - Photos may exist for this station.
 JZ1772
 JZ1772.The dynamic height is computed by dividing the NAVD 88
 JZ1772.geopotential number by the normal gravity value computed on the
 JZ1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1772.degrees latitude (g = 980.6199 gals.).
 JZ1772
 JZ1772.The modeled gravity was interpolated from observed gravity values.
 JZ1772
 JZ1772;                    North         East    Units  Estimated Accuracy
 JZ1772;SPC IN E     -   474,090.      142,020.      MT  (+/- 180 meters Scaled)
 JZ1772
 JZ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ566758(NAD 83)
 JZ1772
 JZ1772                          SUPERSEDED SURVEY CONTROL
 JZ1772
 JZ1772  NGVD 29 (??/??/92)  224.623  (m)          736.95   (f) ADJ UNCH    2 0
 JZ1772
 JZ1772.Superseded values are not recommended for survey control.
 JZ1772
 JZ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1772.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1772
 JZ1772_MARKER: DB = BENCH MARK DISK
 JZ1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1772_STAMPING: F 261 1947
 JZ1772_MARK LOGO: CGS
 JZ1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1772+STABILITY: SURFACE MOTION
 JZ1772
 JZ1772  HISTORY     - Date     Condition        Report By
 JZ1772  HISTORY     - 1947     MONUMENTED       CGS
 JZ1772  HISTORY     - 1986     GOOD             USPSQD
 JZ1772  HISTORY     - 20180731 MARK NOT FOUND   MCA
 JZ1772
 JZ1772                          STATION DESCRIPTION
 JZ1772
 JZ1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1772'1.4 MI N FROM LAUREL.
 JZ1772'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ1772'CROSSROADS AT LAUREL, ABOUT 0.2 MILE SOUTH OF A CEMETERY, ABOUT
 JZ1772'100 YARDS SOUTH OF A CURVE WITH TANGENTS SOUTH AND NORTHEAST, 52.5
 JZ1772'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE NO. 549/871,
 JZ1772'15.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTH
 JZ1772'OF A LIMESTONE FENCE POST, 2.5 FEET SOUTH OF A WHITE WOODEN
 JZ1772'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JZ1772'A CONCRETE POST PROJECTING 5 INCHES.
 JZ1772
 JZ1772                          STATION RECOVERY (1986)
 JZ1772
 JZ1772'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1772'RECOVERED IN GOOD CONDITION.
 JZ1772
 JZ1772                          STATION RECOVERY (2018)
 JZ1772
 JZ1772'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1772'THE DISK IS MISSING BUT THE STEM REMAINS IN THE CONCRETE.  A NEW
 JZ1772'UTILITY POLE HAS BEEN INSTALLED 52 FT (15.8 M) AT 315 AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2043 ***********************************************************************
 JZ2043  DESIGNATION -  F 262
 JZ2043  PID         -  JZ2043
 JZ2043  STATE/COUNTY-  IN/FRANKLIN
 JZ2043  COUNTRY     -  US
 JZ2043  USGS QUAD   -  BROOKVILLE (2019)
 JZ2043
 JZ2043                         *CURRENT SURVEY CONTROL
 JZ2043  ______________________________________________________________________
 JZ2043* NAD 83(1986) POSITION- 39 26 35.     (N) 085 04 42.     (W)   SCALED
 JZ2043* NAVD 88 ORTHO HEIGHT -   199.355 (meters)      654.05  (feet) ADJUSTED
 JZ2043  ______________________________________________________________________
 JZ2043  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 JZ2043  DYNAMIC HEIGHT  -        199.231 (meters)      653.64  (feet) COMP
 JZ2043  MODELED GRAVITY -    980,004.4   (mgal)                       NAVD 88
 JZ2043
 JZ2043  VERT ORDER      -  SECOND    CLASS 0
 JZ2043
 JZ2043.The horizontal coordinates were scaled from a map and have
 JZ2043.an estimated accuracy of +/- 6 seconds.
 JZ2043
 JZ2043.The orthometric height was determined by differential leveling and
 JZ2043.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2043.in June 1991.
 JZ2043
 JZ2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2043.GEOID18 height accuracy estimate available here.
 JZ2043
 JZ2043.Click photographs - Photos may exist for this station.
 JZ2043
 JZ2043.The dynamic height is computed by dividing the NAVD 88
 JZ2043.geopotential number by the normal gravity value computed on the
 JZ2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2043.degrees latitude (g = 980.6199 gals.).
 JZ2043
 JZ2043.The modeled gravity was interpolated from observed gravity values.
 JZ2043
 JZ2043;                    North         East    Units  Estimated Accuracy
 JZ2043;SPC IN E     -   465,850.      150,640.      MT  (+/- 180 meters Scaled)
 JZ2043
 JZ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653677(NAD 83)
 JZ2043
 JZ2043                          SUPERSEDED SURVEY CONTROL
 JZ2043
 JZ2043  NGVD 29 (??/??/92)  199.523  (m)          654.60   (f) ADJ UNCH    2 0
 JZ2043
 JZ2043.Superseded values are not recommended for survey control.
 JZ2043
 JZ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2043.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2043
 JZ2043_MARKER: DB = BENCH MARK DISK
 JZ2043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2043_SP_SET: BOX CULVERT HEADWALL
 JZ2043_STAMPING: F 262 1947
 JZ2043_MARK LOGO: CGS
 JZ2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2043+STABILITY: SURFACE MOTION
 JZ2043
 JZ2043  HISTORY     - Date     Condition        Report By
 JZ2043  HISTORY     - 1947     MONUMENTED       CGS
 JZ2043
 JZ2043                          STATION DESCRIPTION
 JZ2043
 JZ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2043'4.6 MI NW FROM BROOKVILLE.
 JZ2043'ABOUT 4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 JZ2043'OFFICE AT BROOKVILLE, ABOUT 4.05 MILES SOUTHEAST OF THE SCHOOL
 JZ2043'AT METAMORA, ABOUT 100 YARDS NORTHWEST OF A FARM HOUSE ON THE
 JZ2043'SOUTHWEST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 JZ2043'END OF THE NORTHEAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT,
 JZ2043'19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 JZ2043'SOUTHEAST OF THE FIRST POWER POLE NORTHWEST OF A POLE WITH A
 JZ2043'TRANSFORMER FROM WHICH POWER IS RUN INTO THE HOUSE MENTIONED
 JZ2043'ABOVE, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1792 ***********************************************************************
 JZ1792  DESIGNATION -  F 263
 JZ1792  PID         -  JZ1792
 JZ1792  STATE/COUNTY-  IN/UNION
 JZ1792  COUNTRY     -  US
 JZ1792  USGS QUAD   -  EVERTON (2019)
 JZ1792
 JZ1792                         *CURRENT SURVEY CONTROL
 JZ1792  ______________________________________________________________________
 JZ1792* NAD 83(1986) POSITION- 39 32 11.     (N) 085 00 13.     (W)   SCALED
 JZ1792* NAVD 88 ORTHO HEIGHT -   225.708 (meters)      740.51  (feet) ADJUSTED
 JZ1792  ______________________________________________________________________
 JZ1792  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JZ1792  DYNAMIC HEIGHT  -        225.574 (meters)      740.07  (feet) COMP
 JZ1792  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 JZ1792
 JZ1792  VERT ORDER      -  SECOND    CLASS 0
 JZ1792
 JZ1792.The horizontal coordinates were scaled from a map and have
 JZ1792.an estimated accuracy of +/- 6 seconds.
 JZ1792
 JZ1792.The orthometric height was determined by differential leveling and
 JZ1792.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1792.in June 1991.
 JZ1792
 JZ1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1792.GEOID18 height accuracy estimate available here.
 JZ1792
 JZ1792.Click photographs - Photos may exist for this station.
 JZ1792
 JZ1792.The dynamic height is computed by dividing the NAVD 88
 JZ1792.geopotential number by the normal gravity value computed on the
 JZ1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1792.degrees latitude (g = 980.6199 gals.).
 JZ1792
 JZ1792.The modeled gravity was interpolated from observed gravity values.
 JZ1792
 JZ1792;                    North         East    Units  Estimated Accuracy
 JZ1792;SPC IN E     -   476,250.      157,000.      MT  (+/- 180 meters Scaled)
 JZ1792
 JZ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715782(NAD 83)
 JZ1792
 JZ1792                          SUPERSEDED SURVEY CONTROL
 JZ1792
 JZ1792  NGVD 29 (??/??/92)  225.869  (m)          741.04   (f) ADJ UNCH    2 0
 JZ1792
 JZ1792.Superseded values are not recommended for survey control.
 JZ1792
 JZ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1792.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1792
 JZ1792_MARKER: DB = BENCH MARK DISK
 JZ1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1792_SP_SET: BRIDGE
 JZ1792_STAMPING: F 263 1947
 JZ1792_MARK LOGO: CGS
 JZ1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1792
 JZ1792  HISTORY     - Date     Condition        Report By
 JZ1792  HISTORY     - 1947     MONUMENTED       CGS
 JZ1792
 JZ1792                          STATION DESCRIPTION
 JZ1792
 JZ1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1792'2.6 MI NW FROM FAIRFIELD.
 JZ1792'ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD
 JZ1792'FROM THE VILLAGE SQUARE AT FAIRFIELD, THENCE ABOUT 2.0 MILES
 JZ1792'NORTH ALONG A GRAVEL ROAD AT THE JUNCTION OF AN EAST-WEST GRAVEL
 JZ1792'ROAD, SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF A
 JZ1792'30-FOOT CONCRETE BRIDGE OVER A SMALL CREEK, 75.5 FEET SOUTH OF THE
 JZ1792'CENTER LINE OF THE EAST-WEST ROAD, 8.5 FEET EAST OF THE CENTER
 JZ1792'LINE OF THE ROAD SOUTH AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2056 ***********************************************************************
 JZ2056  DESIGNATION -  F 264
 JZ2056  PID         -  JZ2056
 JZ2056  STATE/COUNTY-  IN/DEARBORN
 JZ2056  COUNTRY     -  US
 JZ2056  USGS QUAD   -  SPADES (2019)
 JZ2056
 JZ2056                         *CURRENT SURVEY CONTROL
 JZ2056  ______________________________________________________________________
 JZ2056* NAD 83(1986) POSITION- 39 16 40.     (N) 085 01 40.     (W)   SCALED
 JZ2056* NAVD 88 ORTHO HEIGHT -   300.077 (meters)      984.50  (feet) ADJUSTED
 JZ2056  ______________________________________________________________________
 JZ2056  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ2056  DYNAMIC HEIGHT  -        299.889 (meters)      983.89  (feet) COMP
 JZ2056  MODELED GRAVITY -    979,993.1   (mgal)                       NAVD 88
 JZ2056
 JZ2056  VERT ORDER      -  SECOND    CLASS 0
 JZ2056
 JZ2056.The horizontal coordinates were scaled from a map and have
 JZ2056.an estimated accuracy of +/- 6 seconds.
 JZ2056
 JZ2056.The orthometric height was determined by differential leveling and
 JZ2056.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2056.in June 1991.
 JZ2056
 JZ2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2056.GEOID18 height accuracy estimate available here.
 JZ2056
 JZ2056.Click photographs - Photos may exist for this station.
 JZ2056
 JZ2056.The dynamic height is computed by dividing the NAVD 88
 JZ2056.geopotential number by the normal gravity value computed on the
 JZ2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2056.degrees latitude (g = 980.6199 gals.).
 JZ2056
 JZ2056.The modeled gravity was interpolated from observed gravity values.
 JZ2056
 JZ2056;                    North         East    Units  Estimated Accuracy
 JZ2056;SPC IN E     -   447,530.      155,130.      MT  (+/- 180 meters Scaled)
 JZ2056
 JZ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ701494(NAD 83)
 JZ2056
 JZ2056                          SUPERSEDED SURVEY CONTROL
 JZ2056
 JZ2056  NGVD 29 (??/??/92)  300.261  (m)          985.11   (f) ADJ UNCH    2 0
 JZ2056
 JZ2056.Superseded values are not recommended for survey control.
 JZ2056
 JZ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2056.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2056
 JZ2056_MARKER: DB = BENCH MARK DISK
 JZ2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2056_STAMPING: F 264 1947
 JZ2056_MARK LOGO: CGS
 JZ2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2056+STABILITY: SURFACE MOTION
 JZ2056
 JZ2056  HISTORY     - Date     Condition        Report By
 JZ2056  HISTORY     - 1947     MONUMENTED       CGS
 JZ2056
 JZ2056                          STATION DESCRIPTION
 JZ2056
 JZ2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2056'0.7 MI E FROM LAWRENCEVILLE.
 JZ2056'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2056'AT LAWRENCEVILLE, AT THE ENTRANCE TO THE JOHN M. RISCH FARM,
 JZ2056'53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22.5 FEET EAST
 JZ2056'OF THE CENTER LINE OF THE DRIVE WAY, 44.5 FEET WEST OF A T
 JZ2056'FENCE CORNER POST, 15.5 FEET EAST OF A FENCE CORNER, 2 FEET
 JZ2056'NORTH OF THE FENCE LINE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2056'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JZ2056'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2035 ***********************************************************************
 JZ2035  DESIGNATION -  F 265
 JZ2035  PID         -  JZ2035
 JZ2035  STATE/COUNTY-  IN/FRANKLIN
 JZ2035  COUNTRY     -  US
 JZ2035  USGS QUAD   -  BROOKVILLE (2019)
 JZ2035
 JZ2035                         *CURRENT SURVEY CONTROL
 JZ2035  ______________________________________________________________________
 JZ2035* NAD 83(1986) POSITION- 39 24 57.     (N) 085 04 36.     (W)   SCALED
 JZ2035* NAVD 88 ORTHO HEIGHT -   227.211 (meters)      745.44  (feet) ADJUSTED
 JZ2035  ______________________________________________________________________
 JZ2035  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 JZ2035  DYNAMIC HEIGHT  -        227.070 (meters)      744.98  (feet) COMP
 JZ2035  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 JZ2035
 JZ2035  VERT ORDER      -  SECOND    CLASS 0
 JZ2035
 JZ2035.The horizontal coordinates were scaled from a map and have
 JZ2035.an estimated accuracy of +/- 6 seconds.
 JZ2035
 JZ2035.The orthometric height was determined by differential leveling and
 JZ2035.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2035.in June 1991.
 JZ2035
 JZ2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2035.GEOID18 height accuracy estimate available here.
 JZ2035
 JZ2035.Click photographs - Photos may exist for this station.
 JZ2035
 JZ2035.The dynamic height is computed by dividing the NAVD 88
 JZ2035.geopotential number by the normal gravity value computed on the
 JZ2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2035.degrees latitude (g = 980.6199 gals.).
 JZ2035
 JZ2035.The modeled gravity was interpolated from observed gravity values.
 JZ2035
 JZ2035;                    North         East    Units  Estimated Accuracy
 JZ2035;SPC IN E     -   462,830.      150,810.      MT  (+/- 180 meters Scaled)
 JZ2035
 JZ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ655646(NAD 83)
 JZ2035
 JZ2035                          SUPERSEDED SURVEY CONTROL
 JZ2035
 JZ2035  NGVD 29 (??/??/92)  227.377  (m)          745.99   (f) ADJ UNCH    2 0
 JZ2035
 JZ2035.Superseded values are not recommended for survey control.
 JZ2035
 JZ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2035.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2035
 JZ2035_MARKER: DB = BENCH MARK DISK
 JZ2035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2035_SP_SET: BRIDGE
 JZ2035_STAMPING: F 265 1947
 JZ2035_MARK LOGO: CGS
 JZ2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2035
 JZ2035  HISTORY     - Date     Condition        Report By
 JZ2035  HISTORY     - 1947     MONUMENTED       CGS
 JZ2035
 JZ2035                          STATION DESCRIPTION
 JZ2035
 JZ2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2035'3 MI N FROM OAK FOREST.
 JZ2035'ABOUT 0.65 MILE NORTH AND EAST ALONG A BLACK TOP ROAD FROM THE
 JZ2035'CATHOLIC CHURCH AT OAK FOREST, THENCE ABOUT 1.7 MILE NORTH AND
 JZ2035'ABOUT 0.7 MILE NORTHEAST ALONG GRAVEL ROADS, ABOUT 14 YARDS
 JZ2035'WEST OF AN OLD UNPAINTED BARN, SET IN THE TOP OF THE SOUTHEAST
 JZ2035'WING WALL OF A 22-FOOT CONCRETE BRIDGE OVER A SMALL WINDING
 JZ2035'STREAM, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT
 JZ2035'SOUTH OF THE CONCRETE RAILING, AND ABOUT LEVEL WITH THE BRIDGE
 JZ2035'FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2135 ***********************************************************************
 JZ2135  DESIGNATION -  F 266
 JZ2135  PID         -  JZ2135
 JZ2135  STATE/COUNTY-  IN/DECATUR
 JZ2135  COUNTRY     -  US
 JZ2135  USGS QUAD   -  ADAMS (2019)
 JZ2135
 JZ2135                         *CURRENT SURVEY CONTROL
 JZ2135  ______________________________________________________________________
 JZ2135* NAD 83(1986) POSITION- 39 23 32.89   (N) 085 34 40.66   (W)   HD_HELD1
 JZ2135* NAVD 88 ORTHO HEIGHT -   268.002 (meters)      879.27  (feet) ADJUSTED
 JZ2135  ______________________________________________________________________
 JZ2135  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JZ2135  DYNAMIC HEIGHT  -        267.837 (meters)      878.73  (feet) COMP
 JZ2135  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JZ2135
 JZ2135  VERT ORDER      -  FIRST     CLASS II
 JZ2135
 JZ2135.The horizontal coordinates were determined by differentially corrected
 JZ2135.hand held GPS observations or other comparable positioning techniques
 JZ2135.and have an estimated accuracy of +/- 3 meters.
 JZ2135
 JZ2135.The orthometric height was determined by differential leveling and
 JZ2135.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2135.in June 1991.
 JZ2135
 JZ2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2135.GEOID18 height accuracy estimate available here.
 JZ2135
 JZ2135.Click photographs - Photos may exist for this station.
 JZ2135
 JZ2135.The dynamic height is computed by dividing the NAVD 88
 JZ2135.geopotential number by the normal gravity value computed on the
 JZ2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2135.degrees latitude (g = 980.6199 gals.).
 JZ2135
 JZ2135.The modeled gravity was interpolated from observed gravity values.
 JZ2135
 JZ2135;                    North         East    Units  Estimated Accuracy
 JZ2135;SPC IN E     -   460,070.2     107,641.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2135
 JZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2245661295(NAD 83)
 JZ2135
 JZ2135                          SUPERSEDED SURVEY CONTROL
 JZ2135
 JZ2135  NGVD 29 (??/??/92)  268.122  (m)          879.66   (f) ADJ UNCH    1 2
 JZ2135
 JZ2135.Superseded values are not recommended for survey control.
 JZ2135
 JZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2135.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2135
 JZ2135_MARKER: DB = BENCH MARK DISK
 JZ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2135_STAMPING: F 266 1947
 JZ2135_MARK LOGO: CGS
 JZ2135_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2135+STABILITY: SURFACE MOTION
 JZ2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2135+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 JZ2135
 JZ2135  HISTORY     - Date     Condition        Report By
 JZ2135  HISTORY     - 1947     MONUMENTED       CGS
 JZ2135  HISTORY     - 1986     GOOD             NGS
 JZ2135  HISTORY     - 20131126 GOOD             GEOCAC
 JZ2135  HISTORY     - 20221103 GOOD             INDOT
 JZ2135
 JZ2135                          STATION DESCRIPTION
 JZ2135
 JZ2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2135'1.1 MI NW FROM ADAMS.
 JZ2135'ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2135'FROM THE STATION AT ADAMS, SET IN THE NORTHEAST ANGLE OF A
 JZ2135'NORTH-SOUTH GRAVEL ROAD, ABOUT 6 RAILS SOUTHEAST OF MILE POST 69,
 JZ2135'103 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.5 FEET EAST OF THE
 JZ2135'CENTER LINE OF THE GRAVEL ROAD, 6 FEET SOUTHEAST OF A FENCE
 JZ2135'CORNER POST, 1.5 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET
 JZ2135'NORTHWEST OF A WHITE WOODEN WITNESS POST, 6 FEET BELOW THE TRACK
 JZ2135'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2135
 JZ2135                          STATION RECOVERY (1986)
 JZ2135
 JZ2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2135'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM (7.45
 JZ2135'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2135'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.8 KM (1.75 MI) SOUTH ALONG A
 JZ2135'PAVED ROAD, THENCE 6.0 KM (3.75 MI) SOUTHEASTERLY ALONG THE CONRAIL
 JZ2135'RAILROAD.
 JZ2135
 JZ2135                          STATION RECOVERY (2013)
 JZ2135
 JZ2135'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2135'BENCHMARK WAS FOUND AS DESCRIBED ON N COUNTY ROAD 520 W ON THE NE
 JZ2135'CORNER OT THE ROAD AND THE TRACKS.
 JZ2135
 JZ2135                          STATION RECOVERY (2022)
 JZ2135
 JZ2135'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2189 ***********************************************************************
 JZ2189  DESIGNATION -  F 267
 JZ2189  PID         -  JZ2189
 JZ2189  STATE/COUNTY-  IN/DECATUR
 JZ2189  COUNTRY     -  US
 JZ2189  USGS QUAD   -  WESTPORT (2019)
 JZ2189
 JZ2189                         *CURRENT SURVEY CONTROL
 JZ2189  ______________________________________________________________________
 JZ2189* NAD 83(1986) POSITION- 39 14 57.     (N) 085 33 56.     (W)   SCALED
 JZ2189* NAVD 88 ORTHO HEIGHT -   267.394 (meters)      877.28  (feet) ADJUSTED
 JZ2189  ______________________________________________________________________
 JZ2189  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2189  DYNAMIC HEIGHT  -        267.226 (meters)      876.72  (feet) COMP
 JZ2189  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JZ2189
 JZ2189  VERT ORDER      -  SECOND    CLASS 0
 JZ2189
 JZ2189.The horizontal coordinates were scaled from a map and have
 JZ2189.an estimated accuracy of +/- 6 seconds.
 JZ2189
 JZ2189.The orthometric height was determined by differential leveling and
 JZ2189.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2189.in June 1991.
 JZ2189
 JZ2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2189.GEOID18 height accuracy estimate available here.
 JZ2189
 JZ2189.Click photographs - Photos may exist for this station.
 JZ2189
 JZ2189.The dynamic height is computed by dividing the NAVD 88
 JZ2189.geopotential number by the normal gravity value computed on the
 JZ2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2189.degrees latitude (g = 980.6199 gals.).
 JZ2189
 JZ2189.The modeled gravity was interpolated from observed gravity values.
 JZ2189
 JZ2189;                    North         East    Units  Estimated Accuracy
 JZ2189;SPC IN E     -   444,160.      108,730.      MT  (+/- 180 meters Scaled)
 JZ2189
 JZ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ237454(NAD 83)
 JZ2189
 JZ2189                          SUPERSEDED SURVEY CONTROL
 JZ2189
 JZ2189  NGVD 29 (??/??/92)  267.511  (m)          877.66   (f) ADJ UNCH    2 0
 JZ2189
 JZ2189.Superseded values are not recommended for survey control.
 JZ2189
 JZ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2189.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2189
 JZ2189_MARKER: DB = BENCH MARK DISK
 JZ2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2189_STAMPING: F 267 1947
 JZ2189_MARK LOGO: CGS
 JZ2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2189+STABILITY: SURFACE MOTION
 JZ2189
 JZ2189  HISTORY     - Date     Condition        Report By
 JZ2189  HISTORY     - 1947     MONUMENTED       CGS
 JZ2189  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2189
 JZ2189                          STATION DESCRIPTION
 JZ2189
 JZ2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2189'0.9 MI N FROM LETTS.
 JZ2189'ABOUT 0.9 MILE NORTH ALONG THE CLEVELAND, CINCINATI, CHICAGO
 JZ2189'AND ST. LOUIS RAILWAY, AT CULVERT 590, IN THE NORTHEAST CORNER OF
 JZ2189'A PASTURE ON THE WEST SIDE OF THE TRACK, 25 FEET WEST OF THE
 JZ2189'WEST RAIL OF THE TRACK, 2.0 FEET SOUTH OF A STONE FENCE POST
 JZ2189'AT A T FENCE CORNER, 2 FEET WEST OF THE WEST RIGHT-OF-WAY
 JZ2189'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 11.5
 JZ2189'FEET WEST OF THE WEST END OF THE CULVERT, 4 1/2 FEET BELOW
 JZ2189'TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2189'ABOUT 6 INCHES.
 JZ2189
 JZ2189                          STATION RECOVERY (2022)
 JZ2189
 JZ2189'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2229 ***********************************************************************
 JZ2229  DESIGNATION -  F 268
 JZ2229  PID         -  JZ2229
 JZ2229  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2229  COUNTRY     -  US
 JZ2229  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2229
 JZ2229                         *CURRENT SURVEY CONTROL
 JZ2229  ______________________________________________________________________
 JZ2229* NAD 83(1986) POSITION- 39 13 31.     (N) 085 46 16.     (W)   SCALED
 JZ2229* NAVD 88 ORTHO HEIGHT -   205.830 (meters)      675.29  (feet) ADJUSTED
 JZ2229  ______________________________________________________________________
 JZ2229  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2229  DYNAMIC HEIGHT  -        205.703 (meters)      674.88  (feet) COMP
 JZ2229  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JZ2229
 JZ2229  VERT ORDER      -  SECOND    CLASS 0
 JZ2229
 JZ2229.The horizontal coordinates were scaled from a map and have
 JZ2229.an estimated accuracy of +/- 6 seconds.
 JZ2229
 JZ2229.The orthometric height was determined by differential leveling and
 JZ2229.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2229.in June 1991.
 JZ2229
 JZ2229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2229.GEOID18 height accuracy estimate available here.
 JZ2229
 JZ2229.Click photographs - Photos may exist for this station.
 JZ2229
 JZ2229.The dynamic height is computed by dividing the NAVD 88
 JZ2229.geopotential number by the normal gravity value computed on the
 JZ2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2229.degrees latitude (g = 980.6199 gals.).
 JZ2229
 JZ2229.The modeled gravity was interpolated from observed gravity values.
 JZ2229
 JZ2229;                    North         East    Units  Estimated Accuracy
 JZ2229;SPC IN E     -   441,510.       90,980.      MT  (+/- 180 meters Scaled)
 JZ2229
 JZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ060424(NAD 83)
 JZ2229
 JZ2229                          SUPERSEDED SURVEY CONTROL
 JZ2229
 JZ2229  NGVD 29 (??/??/92)  205.952  (m)          675.69   (f) ADJ UNCH    2 0
 JZ2229
 JZ2229.Superseded values are not recommended for survey control.
 JZ2229
 JZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2229.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2229
 JZ2229_MARKER: DB = BENCH MARK DISK
 JZ2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2229_STAMPING: F 268 1947
 JZ2229_MARK LOGO: CGS
 JZ2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2229+STABILITY: SURFACE MOTION
 JZ2229
 JZ2229  HISTORY     - Date     Condition        Report By
 JZ2229  HISTORY     - 1947     MONUMENTED       CGS
 JZ2229
 JZ2229                          STATION DESCRIPTION
 JZ2229
 JZ2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2229'2.6 MI NE FROM PETERSVILLE.
 JZ2229'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2229'CROSSROADS AT PETERSVILLE, IN THE NORTHEAST ANGLE OF THE
 JZ2229'INTERSECTION WITH STATE HIGHWAY 9, 53 FEET NORTH OF THE CENTER
 JZ2229'LINE OF HIGHWAY 46, 119 FEET EAST OF THE CENTER LINE OF HIGHWAY
 JZ2229'9, 4.5 FEET WEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE
 JZ2229'LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET
 JZ2229'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1263 ***********************************************************************
 JZ1263  DESIGNATION -  F 269
 JZ1263  PID         -  JZ1263
 JZ1263  STATE/COUNTY-  IN/FRANKLIN
 JZ1263  COUNTRY     -  US
 JZ1263  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1263
 JZ1263                         *CURRENT SURVEY CONTROL
 JZ1263  ______________________________________________________________________
 JZ1263* NAD 83(1986) POSITION- 39 30 36.0    (N) 084 55 25.7    (W)   HD_HELD2
 JZ1263* NAVD 88 ORTHO HEIGHT -   308.569 (meters)     1012.36  (feet) ADJUSTED
 JZ1263  ______________________________________________________________________
 JZ1263  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 JZ1263  DYNAMIC HEIGHT  -        308.387 (meters)     1011.77  (feet) COMP
 JZ1263  MODELED GRAVITY -    980,031.2   (mgal)                       NAVD 88
 JZ1263
 JZ1263  VERT ORDER      -  SECOND    CLASS 0
 JZ1263
 JZ1263.The horizontal coordinates were established by autonomous hand held GPS
 JZ1263.observations and have an estimated accuracy of +/- 10 meters.
 JZ1263
 JZ1263.The orthometric height was determined by differential leveling and
 JZ1263.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1263.in June 1991.
 JZ1263
 JZ1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1263.GEOID18 height accuracy estimate available here.
 JZ1263
 JZ1263.Click photographs - Photos may exist for this station.
 JZ1263
 JZ1263.The dynamic height is computed by dividing the NAVD 88
 JZ1263.geopotential number by the normal gravity value computed on the
 JZ1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1263.degrees latitude (g = 980.6199 gals.).
 JZ1263
 JZ1263.The modeled gravity was interpolated from observed gravity values.
 JZ1263
 JZ1263;                    North         East    Units  Estimated Accuracy
 JZ1263;SPC IN E     -   473,378.      163,885.      MT  (+/- 10 meters HH2 GPS)
 JZ1263
 JZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7849175432(NAD 83)
 JZ1263
 JZ1263                          SUPERSEDED SURVEY CONTROL
 JZ1263
 JZ1263  NGVD 29 (??/??/92)  308.734  (m)         1012.90   (f) ADJ UNCH    2 0
 JZ1263
 JZ1263.Superseded values are not recommended for survey control.
 JZ1263
 JZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1263.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1263
 JZ1263_MARKER: DB = BENCH MARK DISK
 JZ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1263_STAMPING: F 269 1947
 JZ1263_MARK LOGO: CGS
 JZ1263_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1263+STABILITY: SURFACE MOTION
 JZ1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1263+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 JZ1263
 JZ1263  HISTORY     - Date     Condition        Report By
 JZ1263  HISTORY     - 1947     MONUMENTED       CGS
 JZ1263  HISTORY     - 20050930 GOOD             GEOCAC
 JZ1263  HISTORY     - 20180719 GOOD             MCA
 JZ1263
 JZ1263                          STATION DESCRIPTION
 JZ1263
 JZ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1263'1.8 MI W FROM OLD BATH.
 JZ1263'1.8 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 JZ1263'OLD BATH, AT THE S.F. ROSE FARM, ABOUT 50 YARDS NORTH OF THE
 JZ1263'BRICK HOUSE, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 120
 JZ1263'FEET EAST OF THE CENTER LINE OF THE DRIVE WAY TO THE HOUSE,
 JZ1263'27 FEET WEST OF POWER POLE NO. 557/518 WITH A TRANSFORMER, 1
 JZ1263'FOOT NORTH OF THE YARD FENCE, 49 FEET WEST OF A T FENCE CORNER,
 JZ1263'2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ1263'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ1263'INCHES.
 JZ1263
 JZ1263                          STATION RECOVERY (2005)
 JZ1263
 JZ1263'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1263'RECOVERED IN GOOD CONDITION.
 JZ1263
 JZ1263                          STATION RECOVERY (2018)
 JZ1263
 JZ1263'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0428 ***********************************************************************
 LB0428  DESIGNATION -  F 27
 LB0428  PID         -  LB0428
 LB0428  STATE/COUNTY-  IN/HOWARD
 LB0428  COUNTRY     -  US
 LB0428  USGS QUAD   -  KOKOMO WEST (2019)
 LB0428
 LB0428                         *CURRENT SURVEY CONTROL
 LB0428  ______________________________________________________________________
 LB0428* NAD 83(1986) POSITION- 40 26 47.     (N) 086 12 02.     (W)   SCALED
 LB0428* NAVD 88 ORTHO HEIGHT -   249.744 (meters)      819.37  (feet) ADJUSTED
 LB0428  ______________________________________________________________________
 LB0428  GEOID HEIGHT    -        -34.403 (meters)                     GEOID18
 LB0428  DYNAMIC HEIGHT  -        249.613 (meters)      818.94  (feet) COMP
 LB0428  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 LB0428
 LB0428  VERT ORDER      -  SECOND    CLASS 0
 LB0428
 LB0428.The horizontal coordinates were scaled from a map and have
 LB0428.an estimated accuracy of +/- 6 seconds.
 LB0428
 LB0428.The orthometric height was determined by differential leveling and
 LB0428.adjusted by the NATIONAL GEODETIC SURVEY
 LB0428.in June 1991.
 LB0428
 LB0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0428.GEOID18 height accuracy estimate available here.
 LB0428
 LB0428.Click photographs - Photos may exist for this station.
 LB0428
 LB0428.The dynamic height is computed by dividing the NAVD 88
 LB0428.geopotential number by the normal gravity value computed on the
 LB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0428.degrees latitude (g = 980.6199 gals.).
 LB0428
 LB0428.The modeled gravity was interpolated from observed gravity values.
 LB0428
 LB0428;                    North         East    Units  Estimated Accuracy
 LB0428;SPC IN E     -   577,220.       54,710.      MT  (+/- 180 meters Scaled)
 LB0428
 LB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK677776(NAD 83)
 LB0428
 LB0428                          SUPERSEDED SURVEY CONTROL
 LB0428
 LB0428  NGVD 29 (??/??/92)  249.858  (m)          819.74   (f) ADJ UNCH    2 0
 LB0428
 LB0428.Superseded values are not recommended for survey control.
 LB0428
 LB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0428.See file dsdata.pdf to determine how the superseded data were derived.
 LB0428
 LB0428_MARKER: DB = BENCH MARK DISK
 LB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0428_STAMPING: F 27 1934
 LB0428_MARK LOGO: CGS
 LB0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0428+STABILITY: SURFACE MOTION
 LB0428
 LB0428  HISTORY     - Date     Condition        Report By
 LB0428  HISTORY     - 1934     MONUMENTED       CGS
 LB0428
 LB0428                          STATION DESCRIPTION
 LB0428
 LB0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0428'4.8 MI SW FROM KOKOMO.
 LB0428'4.8 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0428'RAILROAD FROM THE STATION AT KOKOMO, HOWARD COUNTY, 1.0 MILE
 LB0428'NORTHEAST OF THE STATION AT WEST MIDDLETON, 0.3 MILE NORTHEAST OF
 LB0428'A LARGE WATER TANK, 60 YARDS WEST OF THE C.O. DOWNING HOME, 15
 LB0428'YARDS NORTHEAST OF POLE 186/2, IN THE WEST ANGLE OF THE CROSSING
 LB0428'OF A GRAVEL ROAD, 5 YARDS NORTHWEST OF THE NORTHWEST RAIL, AND
 LB0428'4 YARDS SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LB0428'STAMPED F 27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0428'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2166 ***********************************************************************
 JZ2166  DESIGNATION -  F 270
 JZ2166  PID         -  JZ2166
 JZ2166  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2166  COUNTRY     -  US
 JZ2166  USGS QUAD   -  GRAMMER (2019)
 JZ2166
 JZ2166                         *CURRENT SURVEY CONTROL
 JZ2166  ______________________________________________________________________
 JZ2166* NAD 83(1986) POSITION- 39 10 25.     (N) 085 43 29.     (W)   SCALED
 JZ2166* NAVD 88 ORTHO HEIGHT -   217.300 (meters)      712.93  (feet) ADJUSTED
 JZ2166  ______________________________________________________________________
 JZ2166  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ2166  DYNAMIC HEIGHT  -        217.164 (meters)      712.48  (feet) COMP
 JZ2166  MODELED GRAVITY -    979,999.5   (mgal)                       NAVD 88
 JZ2166
 JZ2166  VERT ORDER      -  SECOND    CLASS 0
 JZ2166
 JZ2166.The horizontal coordinates were scaled from a map and have
 JZ2166.an estimated accuracy of +/- 6 seconds.
 JZ2166
 JZ2166.The orthometric height was determined by differential leveling and
 JZ2166.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2166.in June 1991.
 JZ2166
 JZ2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2166.GEOID18 height accuracy estimate available here.
 JZ2166
 JZ2166.Click photographs - Photos may exist for this station.
 JZ2166
 JZ2166.The dynamic height is computed by dividing the NAVD 88
 JZ2166.geopotential number by the normal gravity value computed on the
 JZ2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2166.degrees latitude (g = 980.6199 gals.).
 JZ2166
 JZ2166.The modeled gravity was interpolated from observed gravity values.
 JZ2166
 JZ2166;                    North         East    Units  Estimated Accuracy
 JZ2166;SPC IN E     -   435,770.       94,980.      MT  (+/- 180 meters Scaled)
 JZ2166
 JZ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101368(NAD 83)
 JZ2166
 JZ2166                          SUPERSEDED SURVEY CONTROL
 JZ2166
 JZ2166  NGVD 29 (??/??/92)  217.420  (m)          713.32   (f) ADJ UNCH    2 0
 JZ2166
 JZ2166.Superseded values are not recommended for survey control.
 JZ2166
 JZ2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2166.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2166
 JZ2166_MARKER: DB = BENCH MARK DISK
 JZ2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2166_STAMPING: F 270 1947
 JZ2166_MARK LOGO: CGS
 JZ2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2166+STABILITY: SURFACE MOTION
 JZ2166
 JZ2166  HISTORY     - Date     Condition        Report By
 JZ2166  HISTORY     - 1947     MONUMENTED       CGS
 JZ2166
 JZ2166                          STATION DESCRIPTION
 JZ2166
 JZ2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2166'1.6 MI N FROM GRAMMER.
 JZ2166'ABOUT 1.6 MILES NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2166'GRAMMER, AT THE JUNCTION OF AN EAST-WEST BLACK TOP ROAD, 38 FEET
 JZ2166'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19.5 FEET WEST
 JZ2166'OF THE CENTER LINE OF THE ROAD SOUTH, 1.5 FEET SOUTH OF A
 JZ2166'POWER POLE, 7.5 FEET SOUTHEAST OF A FENCE CORNER POST, 3.5 FEET
 JZ2166'EAST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2166'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2166'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2217 ***********************************************************************
 JZ2217  DESIGNATION -  F 271
 JZ2217  PID         -  JZ2217
 JZ2217  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2217  COUNTRY     -  US
 JZ2217  USGS QUAD   -  COLUMBUS (2019)
 JZ2217
 JZ2217                         *CURRENT SURVEY CONTROL
 JZ2217  ______________________________________________________________________
 JZ2217* NAD 83(1986) POSITION- 39 10 17.     (N) 085 55 46.     (W)   SCALED
 JZ2217* NAVD 88 ORTHO HEIGHT -   188.061 (meters)      617.00  (feet) ADJUSTED
 JZ2217  ______________________________________________________________________
 JZ2217  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JZ2217  DYNAMIC HEIGHT  -        187.946 (meters)      616.62  (feet) COMP
 JZ2217  MODELED GRAVITY -    980,009.6   (mgal)                       NAVD 88
 JZ2217
 JZ2217  VERT ORDER      -  SECOND    CLASS 0
 JZ2217
 JZ2217.The horizontal coordinates were scaled from a map and have
 JZ2217.an estimated accuracy of +/- 6 seconds.
 JZ2217
 JZ2217.The orthometric height was determined by differential leveling and
 JZ2217.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2217.in June 1991.
 JZ2217
 JZ2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2217.GEOID18 height accuracy estimate available here.
 JZ2217
 JZ2217.Click photographs - Photos may exist for this station.
 JZ2217
 JZ2217.The dynamic height is computed by dividing the NAVD 88
 JZ2217.geopotential number by the normal gravity value computed on the
 JZ2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2217.degrees latitude (g = 980.6199 gals.).
 JZ2217
 JZ2217.The modeled gravity was interpolated from observed gravity values.
 JZ2217
 JZ2217;                    North         East    Units  Estimated Accuracy
 JZ2217;SPC IN E     -   435,560.       77,290.      MT  (+/- 180 meters Scaled)
 JZ2217
 JZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ924363(NAD 83)
 JZ2217
 JZ2217                          SUPERSEDED SURVEY CONTROL
 JZ2217
 JZ2217  NGVD 29 (??/??/92)  188.183  (m)          617.40   (f) ADJ UNCH    2 0
 JZ2217
 JZ2217.Superseded values are not recommended for survey control.
 JZ2217
 JZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2217.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2217
 JZ2217_MARKER: DB = BENCH MARK DISK
 JZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2217_STAMPING: F 271 1947
 JZ2217_MARK LOGO: CGS
 JZ2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2217+STABILITY: SURFACE MOTION
 JZ2217
 JZ2217  HISTORY     - Date     Condition        Report By
 JZ2217  HISTORY     - 1947     MONUMENTED       CGS
 JZ2217  HISTORY     - 20070109 MARK NOT FOUND   BEACON
 JZ2217
 JZ2217                          STATION DESCRIPTION
 JZ2217
 JZ2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2217'2.7 MI S FROM COLUMBUS.
 JZ2217'ABOUT 2.4 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 31 FROM THE
 JZ2217'COURT HOUSE AT COLUMBUS, ABOUT 0.65 MILE SOUTH OF THE CHURCH OF
 JZ2217'CHRIST AT GARDEN CITY, AT THE JUNCTION OF STATE HIGHWAY 58
 JZ2217'LEADING WEST, 69.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY 58,
 JZ2217'26 FEET WEST OF THE CENTER LINE OF HIGHWAY 31, 21 FEET NORTHWEST
 JZ2217'OF A RAILROAD CROSSING SIGNAL LIGHT ON HIGHWAY 58, 9 FEET EAST
 JZ2217'OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD, 38 FEET SOUTH
 JZ2217'OF A RAILROAD TELEPHONE BOX, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2217'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JZ2217'OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ2217
 JZ2217                          STATION RECOVERY (2007)
 JZ2217
 JZ2217'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1838 ***********************************************************************
 JZ1838  DESIGNATION -  F 272
 JZ1838  PID         -  JZ1838
 JZ1838  STATE/COUNTY-  IN/DECATUR
 JZ1838  COUNTRY     -  US
 JZ1838  USGS QUAD   -  GREENSBURG (2019)
 JZ1838
 JZ1838                         *CURRENT SURVEY CONTROL
 JZ1838  ______________________________________________________________________
 JZ1838* NAD 83(1986) POSITION- 39 19 08.0    (N) 085 23 44.9    (W)   HD_HELD2
 JZ1838* NAVD 88 ORTHO HEIGHT -   302.156 (meters)      991.32  (feet) ADJUSTED
 JZ1838  ______________________________________________________________________
 JZ1838  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ1838  DYNAMIC HEIGHT  -        301.966 (meters)      990.70  (feet) COMP
 JZ1838  MODELED GRAVITY -    979,990.8   (mgal)                       NAVD 88
 JZ1838
 JZ1838  VERT ORDER      -  FIRST     CLASS II
 JZ1838
 JZ1838.The horizontal coordinates were established by autonomous hand held GPS
 JZ1838.observations and have an estimated accuracy of +/- 10 meters.
 JZ1838
 JZ1838.The orthometric height was determined by differential leveling and
 JZ1838.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1838.in June 1991.
 JZ1838
 JZ1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1838.GEOID18 height accuracy estimate available here.
 JZ1838
 JZ1838.Click photographs - Photos may exist for this station.
 JZ1838
 JZ1838.The dynamic height is computed by dividing the NAVD 88
 JZ1838.geopotential number by the normal gravity value computed on the
 JZ1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1838.degrees latitude (g = 980.6199 gals.).
 JZ1838
 JZ1838.The modeled gravity was interpolated from observed gravity values.
 JZ1838
 JZ1838;                    North         East    Units  Estimated Accuracy
 JZ1838;SPC IN E     -   451,933.      123,357.      MT  (+/- 10 meters HH2 GPS)
 JZ1838
 JZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3828753391(NAD 83)
 JZ1838
 JZ1838                          SUPERSEDED SURVEY CONTROL
 JZ1838
 JZ1838  NGVD 29 (??/??/92)  302.281  (m)          991.73   (f) ADJ UNCH    1 2
 JZ1838
 JZ1838.Superseded values are not recommended for survey control.
 JZ1838
 JZ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1838.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1838
 JZ1838_MARKER: DB = BENCH MARK DISK
 JZ1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1838_SP_SET: BRIDGE
 JZ1838_STAMPING: F 272 1947
 JZ1838_MARK LOGO: CGS
 JZ1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1838
 JZ1838  HISTORY     - Date     Condition        Report By
 JZ1838  HISTORY     - 1947     MONUMENTED       CGS
 JZ1838  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1838  HISTORY     - 20001016 GOOD             INDNR
 JZ1838
 JZ1838                          STATION DESCRIPTION
 JZ1838
 JZ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1838'3.7 MI NW FROM NEW POINT.
 JZ1838'ABOUT 3.7 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1838'FROM THE STATION AT NEW POINT, ABOUT 1.05 MILES SOUTHEAST OF
 JZ1838'MC COY CROSSING, ABOUT 5.3 MILES SOUTHEAST OF THE STATION AT
 JZ1838'GREENSBURG, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JZ1838'HEAD WALL OF A CONCRETE ARCH RAILROAD BRIDGE NO. 337 OVER COBBS
 JZ1838'FORK CREEK, 36.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 JZ1838'15 FEET BELOW THE TRACK.
 JZ1838
 JZ1838                          STATION RECOVERY (1986)
 JZ1838
 JZ1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1838'MARK NOT FOUND.
 JZ1838
 JZ1838                          STATION RECOVERY (2000)
 JZ1838
 JZ1838'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 JZ1838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0551 ***********************************************************************
 JZ0551  DESIGNATION -  F 273
 JZ0551  PID         -  JZ0551
 JZ0551  STATE/COUNTY-  IN/DEARBORN
 JZ0551  COUNTRY     -  US
 JZ0551  USGS QUAD   -  GUILFORD (2019)
 JZ0551
 JZ0551                         *CURRENT SURVEY CONTROL
 JZ0551  ______________________________________________________________________
 JZ0551* NAD 83(1986) POSITION- 39 09 54.     (N) 084 55 29.     (W)   SCALED
 JZ0551* NAVD 88 ORTHO HEIGHT -   167.468 (meters)      549.43  (feet) ADJUSTED
 JZ0551  ______________________________________________________________________
 JZ0551  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 JZ0551  DYNAMIC HEIGHT  -        167.365 (meters)      549.10  (feet) COMP
 JZ0551  MODELED GRAVITY -    980,009.5   (mgal)                       NAVD 88
 JZ0551
 JZ0551  VERT ORDER      -  FIRST     CLASS II
 JZ0551
 JZ0551.The horizontal coordinates were scaled from a map and have
 JZ0551.an estimated accuracy of +/- 6 seconds.
 JZ0551
 JZ0551.The orthometric height was determined by differential leveling and
 JZ0551.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0551.in June 1991.
 JZ0551
 JZ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0551.GEOID18 height accuracy estimate available here.
 JZ0551
 JZ0551.Click photographs - Photos may exist for this station.
 JZ0551
 JZ0551.The dynamic height is computed by dividing the NAVD 88
 JZ0551.geopotential number by the normal gravity value computed on the
 JZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0551.degrees latitude (g = 980.6199 gals.).
 JZ0551
 JZ0551.The modeled gravity was interpolated from observed gravity values.
 JZ0551
 JZ0551;                    North         East    Units  Estimated Accuracy
 JZ0551;SPC IN E     -   435,080.      164,120.      MT  (+/- 180 meters Scaled)
 JZ0551
 JZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ792371(NAD 83)
 JZ0551
 JZ0551                          SUPERSEDED SURVEY CONTROL
 JZ0551
 JZ0551  NGVD 29 (??/??/92)  167.674  (m)          550.11   (f) ADJ UNCH    1 2
 JZ0551
 JZ0551.Superseded values are not recommended for survey control.
 JZ0551
 JZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0551.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0551
 JZ0551_MARKER: DB = BENCH MARK DISK
 JZ0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0551_SP_SET: OVERPASS HEAD WALL
 JZ0551_STAMPING: F 273 1947
 JZ0551_MARK LOGO: CGS
 JZ0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0551
 JZ0551  HISTORY     - Date     Condition        Report By
 JZ0551  HISTORY     - 1947     MONUMENTED       CGS
 JZ0551  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0551
 JZ0551                          STATION DESCRIPTION
 JZ0551
 JZ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0551'0.6 MI NW FROM GUILFORD.
 JZ0551'0.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0551'THE STATION AT GUILFORD, AT MILEAGE POLE NO. 28/24, SET IN THE
 JZ0551'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A TRIPLE
 JZ0551'ARCH CONCRETE OVER PASS, 13.6 FEET NORTHEAST OF THE NORTHEAST
 JZ0551'RAIL AND ABOUT 1.5 FEET ABOVE THE TRACK.
 JZ0551
 JZ0551                          STATION RECOVERY (1986)
 JZ0551
 JZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0632 ***********************************************************************
 JZ0632  DESIGNATION -  F 274
 JZ0632  PID         -  JZ0632
 JZ0632  STATE/COUNTY-  IN/DEARBORN
 JZ0632  COUNTRY     -  US
 JZ0632  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0632
 JZ0632                         *CURRENT SURVEY CONTROL
 JZ0632  ______________________________________________________________________
 JZ0632* NAD 83(1986) POSITION- 39 05 53.4    (N) 084 50 33.2    (W)   HD_HELD2
 JZ0632* NAVD 88 ORTHO HEIGHT -   149.142 (meters)      489.31  (feet) ADJUSTED
 JZ0632  ______________________________________________________________________
 JZ0632  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 JZ0632  DYNAMIC HEIGHT  -        149.049 (meters)      489.00  (feet) COMP
 JZ0632  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JZ0632
 JZ0632  VERT ORDER      -  FIRST     CLASS II
 JZ0632
 JZ0632.The horizontal coordinates were established by autonomous hand held GPS
 JZ0632.observations and have an estimated accuracy of +/- 10 meters.
 JZ0632
 JZ0632.The orthometric height was determined by differential leveling and
 JZ0632.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0632.in June 1991.
 JZ0632
 JZ0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0632.GEOID18 height accuracy estimate available here.
 JZ0632
 JZ0632.Click photographs - Photos may exist for this station.
 JZ0632
 JZ0632.The dynamic height is computed by dividing the NAVD 88
 JZ0632.geopotential number by the normal gravity value computed on the
 JZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0632.degrees latitude (g = 980.6199 gals.).
 JZ0632
 JZ0632.The modeled gravity was interpolated from observed gravity values.
 JZ0632
 JZ0632;                    North         East    Units  Estimated Accuracy
 JZ0632;SPC IN E     -   427,717.      171,289.      MT  (+/- 10 meters HH2 GPS)
 JZ0632
 JZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8656729886(NAD 83)
 JZ0632
 JZ0632                          SUPERSEDED SURVEY CONTROL
 JZ0632
 JZ0632  NGVD 29 (??/??/92)  149.351  (m)          490.00   (f) ADJ UNCH    1 2
 JZ0632
 JZ0632.Superseded values are not recommended for survey control.
 JZ0632
 JZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0632.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0632
 JZ0632_MARKER: DB = BENCH MARK DISK
 JZ0632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0632_SP_SET: RETAINING WALL
 JZ0632_STAMPING: F 274 1947
 JZ0632_MARK LOGO: CGS
 JZ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0632+STABILITY: SURFACE MOTION
 JZ0632
 JZ0632  HISTORY     - Date     Condition        Report By
 JZ0632  HISTORY     - 1947     MONUMENTED       CGS
 JZ0632  HISTORY     - 1964     GOOD             CGS
 JZ0632  HISTORY     - 1986     GOOD             LOCSUR
 JZ0632  HISTORY     - 1986     POOR             NGS
 JZ0632
 JZ0632                          STATION DESCRIPTION
 JZ0632
 JZ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0632'0.4 MI NE FROM LAWRENCEBURG.
 JZ0632'0.4 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0632'POST OFFICE AT LAWRENCEBURG, AT POLE 21+25, AT A FLOOD GATE IN
 JZ0632'THE LEVEE, SET IN THE TOP OF THE BOTTOM STEP OF THE NORTHEAST
 JZ0632'CONCRETE RETAINING WALL OF THE FLOOD GATE, 1.5 FEET SOUTHWEST
 JZ0632'OF THE NORTHEAST END OF THE RETAINING WALL, 6.2 FEET NORTHWEST
 JZ0632'OF THE NORTHWEST RAIL AND ABOUT 3.5 FEET ABOVE THE TRACKS.
 JZ0632
 JZ0632                          STATION RECOVERY (1964)
 JZ0632
 JZ0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JZ0632'RECOVERED IN GOOD CONDITION.
 JZ0632
 JZ0632                          STATION RECOVERY (1986)
 JZ0632
 JZ0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0632'RECOVERED IN GOOD CONDITION.
 JZ0632
 JZ0632                          STATION RECOVERY (1986)
 JZ0632
 JZ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0632'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.3 MI)
 JZ0632'EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 1
 JZ0632'IN LAWRENCEBURG, THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG WALNUT
 JZ0632'STREET, THENCE 0.7 KM (0.45 MI) NORTHEAST ALONG THE BALTIMORE AND OHIO
 JZ0632'RAILROAD. NOTE--THE DISK HAS BEEN MUTILATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0094 ***********************************************************************
 HB0094  DESIGNATION -  F 275
 HB0094  PID         -  HB0094
 HB0094  STATE/COUNTY-  IN/POSEY
 HB0094  COUNTRY     -  US
 HB0094  USGS QUAD   -  EMMA (2018)
 HB0094
 HB0094                         *CURRENT SURVEY CONTROL
 HB0094  ______________________________________________________________________
 HB0094* NAD 83(1986) POSITION- 37 52 38.     (N) 088 02 04.     (W)   SCALED
 HB0094* NAVD 88 ORTHO HEIGHT -   108.869 (meters)      357.18  (feet) ADJUSTED
 HB0094  ______________________________________________________________________
 HB0094  GEOID HEIGHT    -        -30.329 (meters)                     GEOID18
 HB0094  DYNAMIC HEIGHT  -        108.795 (meters)      356.94  (feet) COMP
 HB0094  MODELED GRAVITY -    979,946.6   (mgal)                       NAVD 88
 HB0094
 HB0094  VERT ORDER      -  FIRST     CLASS II
 HB0094
 HB0094.The horizontal coordinates were scaled from a map and have
 HB0094.an estimated accuracy of +/- 6 seconds.
 HB0094
 HB0094.The orthometric height was determined by differential leveling and
 HB0094.adjusted by the NATIONAL GEODETIC SURVEY
 HB0094.in June 1991.
 HB0094
 HB0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0094.GEOID18 height accuracy estimate available here.
 HB0094
 HB0094.Click photographs - Photos may exist for this station.
 HB0094
 HB0094.The dynamic height is computed by dividing the NAVD 88
 HB0094.geopotential number by the normal gravity value computed on the
 HB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0094.degrees latitude (g = 980.6199 gals.).
 HB0094
 HB0094.The modeled gravity was interpolated from observed gravity values.
 HB0094
 HB0094;                    North         East    Units  Estimated Accuracy
 HB0094;SPC IN W     -   292,290.      816,320.      MT  (+/- 180 meters Scaled)
 HB0094
 HB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG090926(NAD 83)
 HB0094
 HB0094                          SUPERSEDED SURVEY CONTROL
 HB0094
 HB0094  NGVD 29 (11/26/84)  108.976  (m)          357.53   (f) ADJUSTED    1 2
 HB0094
 HB0094.Superseded values are not recommended for survey control.
 HB0094
 HB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0094.See file dsdata.pdf to determine how the superseded data were derived.
 HB0094
 HB0094_MARKER: DB = BENCH MARK DISK
 HB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0094_STAMPING: F 275 1954
 HB0094_MARK LOGO: CGS
 HB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0094+STABILITY: SURFACE MOTION
 HB0094
 HB0094  HISTORY     - Date     Condition        Report By
 HB0094  HISTORY     - 1954     MONUMENTED       CGS
 HB0094
 HB0094                          STATION DESCRIPTION
 HB0094
 HB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0094'7.4 MI SW FROM PRAIRIE.
 HB0094'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0094'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HB0094'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG
 HB0094'A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A
 HB0094'GRAVEL ROAD, THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD, AT
 HB0094'THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 51 FEET WEST OF
 HB0094'CENTER LINE OF ROAD SOUTH, 61 FEET SOUTHWEST OF CENTER OF JUNCTION,
 HB0094'31 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 23 1/2 FEET
 HB0094'WEST-SOUTHWEST OF A POWER POLE, 23 FEET SOUTHWEST OF SOUTH END OF
 HB0094'AN 18-INCH PIPE CULVERT UNDER ROAD WEST, 2 FEET NORTHEAST OF A
 HB0094'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF ROAD WEST
 HB0094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1597 ***********************************************************************
 JZ1597  DESIGNATION -  F 276
 JZ1597  PID         -  JZ1597
 JZ1597  STATE/COUNTY-  IN/WAYNE
 JZ1597  COUNTRY     -  US
 JZ1597  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1597
 JZ1597                         *CURRENT SURVEY CONTROL
 JZ1597  ______________________________________________________________________
 JZ1597* NAD 83(1986) POSITION- 39 46 38.     (N) 085 11 00.     (W)   SCALED
 JZ1597* NAVD 88 ORTHO HEIGHT -   307.596 (meters)     1009.17  (feet) ADJUSTED
 JZ1597  ______________________________________________________________________
 JZ1597  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ1597  DYNAMIC HEIGHT  -        307.418 (meters)     1008.59  (feet) COMP
 JZ1597  MODELED GRAVITY -    980,040.2   (mgal)                       NAVD 88
 JZ1597
 JZ1597  VERT ORDER      -  SECOND    CLASS 0
 JZ1597
 JZ1597.The horizontal coordinates were scaled from a map and have
 JZ1597.an estimated accuracy of +/- 6 seconds.
 JZ1597
 JZ1597.The orthometric height was determined by differential leveling and
 JZ1597.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1597.in June 1991.
 JZ1597
 JZ1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1597.GEOID18 height accuracy estimate available here.
 JZ1597
 JZ1597.Click photographs - Photos may exist for this station.
 JZ1597
 JZ1597.The dynamic height is computed by dividing the NAVD 88
 JZ1597.geopotential number by the normal gravity value computed on the
 JZ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1597.degrees latitude (g = 980.6199 gals.).
 JZ1597
 JZ1597.The modeled gravity was interpolated from observed gravity values.
 JZ1597
 JZ1597;                    North         East    Units  Estimated Accuracy
 JZ1597;SPC IN E     -   502,900.      141,410.      MT  (+/- 180 meters Scaled)
 JZ1597
 JZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555046(NAD 83)
 JZ1597
 JZ1597                          SUPERSEDED SURVEY CONTROL
 JZ1597
 JZ1597  NGVD 29 (??/??/92)  307.736  (m)         1009.63   (f) ADJ UNCH    2 0
 JZ1597
 JZ1597.Superseded values are not recommended for survey control.
 JZ1597
 JZ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1597.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1597
 JZ1597_MARKER: DB = BENCH MARK DISK
 JZ1597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1597_SP_SET: CULVERT HEADWALL
 JZ1597_STAMPING: F 276 1947
 JZ1597_MARK LOGO: CGS
 JZ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1597+STABILITY: SURFACE MOTION
 JZ1597
 JZ1597  HISTORY     - Date     Condition        Report By
 JZ1597  HISTORY     - 1947     MONUMENTED       CGS
 JZ1597
 JZ1597                          STATION DESCRIPTION
 JZ1597
 JZ1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1597'2.7 MI S FROM CAMBRIDGE CITY.
 JZ1597'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1597'AT CAMBRIDGE CITY, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD,
 JZ1597'ABOUT 0.1 MILE SOUTH OF A CROSSROAD, 0.25 MILE NORTH OF THE
 JZ1597'CROSSING OF AN OVERHEAD TELEPHONE CABLE LINE, IN THE TOP OF THE
 JZ1597'SOUTH END OF THE EAST HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT,
 JZ1597'11 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE ROAD
 JZ1597'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1469 ***********************************************************************
 JZ1469  PACS        -  This is a Primary Airport Control Station.
 JZ1469  DESIGNATION -  F 277
 JZ1469  PID         -  JZ1469
 JZ1469  STATE/COUNTY-  IN/WAYNE
 JZ1469  COUNTRY     -  US
 JZ1469  USGS QUAD   -  NEW PARIS (2016)
 JZ1469
 JZ1469                         *CURRENT SURVEY CONTROL
 JZ1469  ______________________________________________________________________
 JZ1469* NAD 83(2011) POSITION- 39 45 21.99168(N) 084 51 07.08660(W)   ADJUSTED
 JZ1469* NAD 83(2011) ELLIP HT-   308.289 (meters)        (06/27/12)   ADJUSTED
 JZ1469* NAD 83(2011) EPOCH   -  2010.00
 JZ1469* NAVD 88 ORTHO HEIGHT -   342.016 (meters)     1122.10  (feet) ADJUSTED
 JZ1469  ______________________________________________________________________
 JZ1469  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 JZ1469  NAD 83(2011) X  -    440,598.183 (meters)                     COMP
 JZ1469  NAD 83(2011) Y  - -4,890,499.738 (meters)                     COMP
 JZ1469  NAD 83(2011) Z  -  4,057,401.416 (meters)                     COMP
 JZ1469  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 JZ1469  DYNAMIC HEIGHT  -        341.814 (meters)     1121.43  (feet) COMP
 JZ1469  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1469
 JZ1469  VERT ORDER      -  SECOND    CLASS 0
 JZ1469
 JZ1469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1469  Standards:
 JZ1469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1469  -------------------------------------------------------------------
 JZ1469  NETWORK    0.47   1.33           0.21   0.17   0.68     -0.06757188
 JZ1469  -------------------------------------------------------------------
 JZ1469  Click here for local accuracies and other accuracy information.
 JZ1469
 JZ1469.This mark is at Richmond Airport (RID)
 JZ1469
 JZ1469.The horizontal coordinates were established by GPS observations
 JZ1469.and adjusted by the National Geodetic Survey in June 2012.
 JZ1469
 JZ1469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1469.been affixed to the stable North American tectonic plate. See 
 JZ1469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1469
 JZ1469.The horizontal coordinates are valid at the epoch date displayed above
 JZ1469.which is a decimal equivalence of Year/Month/Day.
 JZ1469
 JZ1469.The orthometric height was determined by differential leveling and
 JZ1469.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1469.in June 1991.
 JZ1469
 JZ1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1469.GEOID18 height accuracy estimate available here.
 JZ1469
 JZ1469.Click photographs - Photos may exist for this station.
 JZ1469
 JZ1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1469
 JZ1469.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1469
 JZ1469.The ellipsoidal height was determined by GPS observations
 JZ1469.and is referenced to NAD 83.
 JZ1469
 JZ1469.The dynamic height is computed by dividing the NAVD 88
 JZ1469.geopotential number by the normal gravity value computed on the
 JZ1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1469.degrees latitude (g = 980.6199 gals.).
 JZ1469
 JZ1469.The modeled gravity was interpolated from observed gravity values.
 JZ1469
 JZ1469. The following values were computed from the NAD 83(2011) position.
 JZ1469
 JZ1469;                    North         East     Units Scale Factor Converg.
 JZ1469;SPC IN E     -   500,756.183   169,815.203   MT  1.00002665   +0 31 15.7
 JZ1469;SPC IN E     - 1,642,897.58    557,135.38   sFT  1.00002665   +0 31 15.7
 JZ1469;UTM  16      - 4,402,894.759   684,013.921   MT  1.00001689   +1 22 26.7
 JZ1469
 JZ1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1469!SPC IN E     -   0.99995164  x   1.00002665  =   0.99997829
 JZ1469!UTM  16      -   0.99995164  x   1.00001689  =   0.99996853
 JZ1469
 JZ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8401302894(NAD 83)
 JZ1469
 JZ1469                          SUPERSEDED SURVEY CONTROL
 JZ1469
 JZ1469  NAD 83(2007)-  39 45 21.99182(N)    084 51 07.08725(W) AD(2002.00) B
 JZ1469  ELLIP H (10/27/10)  308.293  (m)                       GP(2002.00) 1 1
 JZ1469  NAVD 88             342.02   (m)         1122.1    (f) LEVELING    3  
 JZ1469  NGVD 29 (??/??/92)  342.161  (m)         1122.57   (f) ADJ UNCH    2 0
 JZ1469
 JZ1469.Superseded values are not recommended for survey control.
 JZ1469
 JZ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1469.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1469
 JZ1469_MARKER: DB = BENCH MARK DISK
 JZ1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1469_STAMPING: F 277 1947
 JZ1469_MARK LOGO: CGS
 JZ1469_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1469+STABILITY: SURFACE MOTION
 JZ1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1469+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 JZ1469
 JZ1469  HISTORY     - Date     Condition        Report By
 JZ1469  HISTORY     - 1947     MONUMENTED       CGS
 JZ1469  HISTORY     - 19860802 GOOD             NGS
 JZ1469  HISTORY     - 20090523 GOOD             WOOLPT
 JZ1469  HISTORY     - 20110505 GOOD             JCLS
 JZ1469  HISTORY     - 20120203 GOOD             WOOLPT
 JZ1469  HISTORY     - 20120605 GOOD             INDNR
 JZ1469
 JZ1469                          STATION DESCRIPTION
 JZ1469
 JZ1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1469'1 MI N FROM BOSTON.
 JZ1469'1.0 MILE NORTH ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 JZ1469'STATE HIGHWAY 122 AT BOSTON, AT THE MAIN ENTRANCE TO THE
 JZ1469'RICHMOND MUNICIPAL AIRPORT, ABOUT 0.15 MILE SOUTH OF THE HOUSE
 JZ1469'AND THE OFFICE BUILDING, 44 FEET EAST OF THE CENTER LINE OF THE
 JZ1469'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD,
 JZ1469'13.5 FEET EAST OF THE HIGHWAY R/W FENCE LINE, 4.8 FEET SOUTH OF
 JZ1469'A FENCE LINE, 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ1469'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1469'POST PROJECTING 4 INCHES.
 JZ1469
 JZ1469                          STATION RECOVERY (1986)
 JZ1469
 JZ1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1469'FROM THE JUNCTION OF US HIGHWAY 27 AND STATE ROUTE 227 AT THE SOUTH
 JZ1469'SIDE OF RICHMOND, GO SOUTHEAST ON ROUTE 227 FOR 4.1 MILES (6.6 KM) TO
 JZ1469'THE ENTRANCE TO THE RICHMOND MUNICIPAL AIRPORT AND THE STATION ON
 JZ1469'RIGHT.  LOCATED 46.25 FEET (14.10 M) WEST-SOUTHWEST FROM A UTILITY
 JZ1469'POLE, 42.98 FEET (13.10 M) EAST FROM THE CENTER OF ROUTE 227, 18.0
 JZ1469'FEET (5.5 M) SOUTH FROM THE CENTER OF THE AIRPORT ENTRANCE ROAD AND
 JZ1469'2.0 FEET (0.6 M) EAST FROM A WITNESS POST.
 JZ1469
 JZ1469                          STATION RECOVERY (2009)
 JZ1469
 JZ1469'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 JZ1469'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHEAST OF
 JZ1469'BROWNSVILLE, 9.3 MI (15.0 KM) NORTH-NORTHEAST OF LIBERTY AND 5.4 MI
 JZ1469'(8.8 KM) SOUTH-SOUTHEAST OF RICHMOND.  LOCATED IN THE SOUTHEAST
 JZ1469'QUADRANT OF STATE HIGHWAY 227 (BOSTON PIKE) WITH THE RICHMOND
 JZ1469'MUNICIPAL AIRPORT ACCESS DRIVE.OWNERSHIP--RICHMOND BOARD OF AVIATION,
 JZ1469'5169 SR 227 S, RICHMOND, IN 47375. PHONE 765.983.7296.
 JZ1469'
 JZ1469'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 27 WITH
 JZ1469'STATE HIGHWAY 227 (BOSTON PIKE), APPROXIMATELY 1.75 MI (2.8 KM) SOUTH
 JZ1469'OF THE CITY OF RICHMOND, GO SOUTHEASTERLY 4.10 MI (6.6 KM) ON HIGHWAY
 JZ1469'227 TO THE AIRPORT ENTRANCE DRIVE AND THEN THE STATION ON THE LEFT.
 JZ1469'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK
 JZ1469'STAMPED --F 277 1947-- SET INTO THE TOP OF A 9-INCH (23 CM) BY 9-INCH
 JZ1469'(23 CM) CONCRETE POST, PROJECT 4 CM (2 INCHES) ABOVE GROUND AND ABOUT
 JZ1469'LEVEL WITH THE AIRPORT ACCESS DRIVE.
 JZ1469'
 JZ1469'THE STATION IS 18.3 FT (5.6 M) SOUTH OF THE CENTERLINE OF AIRPORT
 JZ1469'ACCESS DRIVE, 43.2 FT (13.2 M) EAST OF THE CENTERLINE OF HIGHWAY 227,
 JZ1469'46.7 FT (14.2 M) SOUTHWEST OF A RAILROAD SPIKE FOUND IN THE WEST FACE
 JZ1469'OF A WOODEN LIGHT POLE AND 108.3 FT (33.0 M) NORTH-NORTHWEST OF
 JZ1469'RICPORT AZIMUTH MARK (PID JZ3550).
 JZ1469'
 JZ1469'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 JZ1469'STATION.
 JZ1469
 JZ1469                          STATION RECOVERY (2011)
 JZ1469
 JZ1469'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ1469'RECOVERED IN GOOD CONDITION.
 JZ1469
 JZ1469                          STATION RECOVERY (2012)
 JZ1469
 JZ1469'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 JZ1469'RECOVERED IN GOOD CONDITION.
 JZ1469
 JZ1469                          STATION RECOVERY (2012)
 JZ1469
 JZ1469'RECOVERY NOTE BY IN DEPT OF NAT RES 2012 (RDN)
 JZ1469'THE STAMPING ON DISK IS DIFFICULT TO READ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1319 ***********************************************************************
 HZ1319  DESIGNATION -  F 278
 HZ1319  PID         -  HZ1319
 HZ1319  STATE/COUNTY-  IN/FLOYD
 HZ1319  COUNTRY     -  US
 HZ1319  USGS QUAD   -  SPEED (2019)
 HZ1319
 HZ1319                         *CURRENT SURVEY CONTROL
 HZ1319  ______________________________________________________________________
 HZ1319* NAD 83(1986) POSITION- 38 23 31.     (N) 085 48 20.     (W)   SCALED
 HZ1319* NAVD 88 ORTHO HEIGHT -   172.967 (meters)      567.48  (feet) ADJUSTED
 HZ1319  ______________________________________________________________________
 HZ1319  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 HZ1319  DYNAMIC HEIGHT  -        172.851 (meters)      567.10  (feet) COMP
 HZ1319  MODELED GRAVITY -    979,952.5   (mgal)                       NAVD 88
 HZ1319
 HZ1319  VERT ORDER      -  FIRST     CLASS II
 HZ1319
 HZ1319.The horizontal coordinates were scaled from a map and have
 HZ1319.an estimated accuracy of +/- 6 seconds.
 HZ1319
 HZ1319.The orthometric height was determined by differential leveling and
 HZ1319.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1319.in June 1991.
 HZ1319
 HZ1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1319.GEOID18 height accuracy estimate available here.
 HZ1319
 HZ1319.Click photographs - Photos may exist for this station.
 HZ1319
 HZ1319.The dynamic height is computed by dividing the NAVD 88
 HZ1319.geopotential number by the normal gravity value computed on the
 HZ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1319.degrees latitude (g = 980.6199 gals.).
 HZ1319
 HZ1319.The modeled gravity was interpolated from observed gravity values.
 HZ1319
 HZ1319;                    North         East    Units  Estimated Accuracy
 HZ1319;SPC IN E     -   349,010.       87,870.      MT  (+/- 180 meters Scaled)
 HZ1319
 HZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043499(NAD 83)
 HZ1319
 HZ1319                          SUPERSEDED SURVEY CONTROL
 HZ1319
 HZ1319  NGVD 29 (??/??/92)  173.104  (m)          567.93   (f) ADJ UNCH    1 2
 HZ1319
 HZ1319.Superseded values are not recommended for survey control.
 HZ1319
 HZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1319.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1319
 HZ1319_MARKER: DB = BENCH MARK DISK
 HZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1319_STAMPING: F 278 1949
 HZ1319_MARK LOGO: CGS
 HZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1319+STABILITY: SURFACE MOTION
 HZ1319
 HZ1319  HISTORY     - Date     Condition        Report By
 HZ1319  HISTORY     - 1949     MONUMENTED       CGS
 HZ1319  HISTORY     - 1968     GOOD             CGS
 HZ1319
 HZ1319                          STATION DESCRIPTION
 HZ1319
 HZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1319'7.5 MI N FROM NEW ALBANY.
 HZ1319'ABOUT 7.5 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1319'LOUISVILLE RAILWAY FROM THE STATION AT NEW ALBANY, ABOUT 0.4
 HZ1319'MILE SOUTH OF ROAD CROSSING AT ST. JOSEPH AND THE
 HZ1319'WASHINGTON-FLOYD COUNTY LINE, AT A DIM FARM ROAD CROSSING, 52
 HZ1319'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 26 FEET WEST OF
 HZ1319'THE WEST RAIL, 9.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HZ1319'FARM ROAD, 1.5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH
 HZ1319'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 HZ1319'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1319'3 INCHES.
 HZ1319
 HZ1319                          STATION RECOVERY (1968)
 HZ1319
 HZ1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HZ1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0207 ***********************************************************************
 JA0207  DESIGNATION -  F 279
 JA0207  PID         -  JA0207
 JA0207  STATE/COUNTY-  IN/WASHINGTON
 JA0207  COUNTRY     -  US
 JA0207  USGS QUAD   -  SALEM (2019)
 JA0207
 JA0207                         *CURRENT SURVEY CONTROL
 JA0207  ______________________________________________________________________
 JA0207* NAD 83(1986) POSITION- 38 36 07.     (N) 086 07 08.     (W)   SCALED
 JA0207* NAVD 88 ORTHO HEIGHT -   218.104 (meters)      715.56  (feet) ADJUSTED
 JA0207  ______________________________________________________________________
 JA0207  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 JA0207  DYNAMIC HEIGHT  -        217.959 (meters)      715.09  (feet) COMP
 JA0207  MODELED GRAVITY -    979,957.8   (mgal)                       NAVD 88
 JA0207
 JA0207  VERT ORDER      -  FIRST     CLASS II
 JA0207
 JA0207.The horizontal coordinates were scaled from a map and have
 JA0207.an estimated accuracy of +/- 6 seconds.
 JA0207
 JA0207.The orthometric height was determined by differential leveling and
 JA0207.adjusted by the NATIONAL GEODETIC SURVEY
 JA0207.in June 1991.
 JA0207
 JA0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0207.GEOID18 height accuracy estimate available here.
 JA0207
 JA0207.Click photographs - Photos may exist for this station.
 JA0207
 JA0207.The dynamic height is computed by dividing the NAVD 88
 JA0207.geopotential number by the normal gravity value computed on the
 JA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0207.degrees latitude (g = 980.6199 gals.).
 JA0207
 JA0207.The modeled gravity was interpolated from observed gravity values.
 JA0207
 JA0207;                    North         East    Units  Estimated Accuracy
 JA0207;SPC IN E     -   372,410.       60,610.      MT  (+/- 180 meters Scaled)
 JA0207
 JA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH767729(NAD 83)
 JA0207
 JA0207                          SUPERSEDED SURVEY CONTROL
 JA0207
 JA0207  NGVD 29 (??/??/92)  218.221  (m)          715.95   (f) ADJ UNCH    1 2
 JA0207
 JA0207.Superseded values are not recommended for survey control.
 JA0207
 JA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0207.See file dsdata.pdf to determine how the superseded data were derived.
 JA0207
 JA0207_MARKER: DB = BENCH MARK DISK
 JA0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0207_SP_SET: BUILDING
 JA0207_STAMPING: F 279 1949
 JA0207_MARK LOGO: CGS
 JA0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0207
 JA0207  HISTORY     - Date     Condition        Report By
 JA0207  HISTORY     - 1949     MONUMENTED       CGS
 JA0207
 JA0207                          STATION DESCRIPTION
 JA0207
 JA0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0207'1 MI NW FROM SALEM.
 JA0207'ABOUT 1.05 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0207'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, SET IN THE TOP OF
 JA0207'PROJECTING LIME STONE BOULDER, ABOUT 0.1 MILE SOUTHEAST OF A
 JA0207'BLACK TOP ROAD CROSSING, 113 FEET SOUTHEAST AND ACROSS SIDE
 JA0207'TRACK FROM THE SOUTHEAST CORNER OF THE SALEM UNION STOCK YARDS
 JA0207'BUILDING, 77 FEET NORTHWEST OF THE SOUTHEAST END OF SIDE TRACK, 6
 JA0207'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 5 FEET
 JA0207'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACK, AND ABOUT 3
 JA0207'FEET ABOVE THE LEVEL OF THE MAINTRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0807 ***********************************************************************
 JA0807  DESIGNATION -  F 280
 JA0807  PID         -  JA0807
 JA0807  STATE/COUNTY-  IN/GREENE
 JA0807  COUNTRY     -  US
 JA0807  USGS QUAD   -  OWENSBURG (2019)
 JA0807
 JA0807                         *CURRENT SURVEY CONTROL
 JA0807  ______________________________________________________________________
 JA0807* NAD 83(1986) POSITION- 38 58 12.     (N) 086 44 13.     (W)   SCALED
 JA0807* NAVD 88 ORTHO HEIGHT -   247.309 (meters)      811.38  (feet) ADJUSTED
 JA0807  ______________________________________________________________________
 JA0807  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JA0807  DYNAMIC HEIGHT  -        247.153 (meters)      810.87  (feet) COMP
 JA0807  MODELED GRAVITY -    979,990.4   (mgal)                       NAVD 88
 JA0807
 JA0807  VERT ORDER      -  FIRST     CLASS II
 JA0807
 JA0807.The horizontal coordinates were scaled from a map and have
 JA0807.an estimated accuracy of +/- 6 seconds.
 JA0807
 JA0807.The orthometric height was determined by differential leveling and
 JA0807.adjusted by the NATIONAL GEODETIC SURVEY
 JA0807.in June 1991.
 JA0807
 JA0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0807.GEOID18 height accuracy estimate available here.
 JA0807
 JA0807.Click photographs - Photos may exist for this station.
 JA0807
 JA0807.The dynamic height is computed by dividing the NAVD 88
 JA0807.geopotential number by the normal gravity value computed on the
 JA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0807.degrees latitude (g = 980.6199 gals.).
 JA0807
 JA0807.The modeled gravity was interpolated from observed gravity values.
 JA0807
 JA0807;                    North         East    Units  Estimated Accuracy
 JA0807;SPC IN W     -   413,220.      930,020.      MT  (+/- 180 meters Scaled)
 JA0807
 JA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ227134(NAD 83)
 JA0807
 JA0807                          SUPERSEDED SURVEY CONTROL
 JA0807
 JA0807  NGVD 29 (??/??/92)  247.429  (m)          811.77   (f) ADJ UNCH    1 2
 JA0807
 JA0807.Superseded values are not recommended for survey control.
 JA0807
 JA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0807.See file dsdata.pdf to determine how the superseded data were derived.
 JA0807
 JA0807_MARKER: DB = BENCH MARK DISK
 JA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0807_STAMPING: F 280 1949
 JA0807_MARK LOGO: CGS
 JA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0807+STABILITY: SURFACE MOTION
 JA0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0807+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2010
 JA0807
 JA0807  HISTORY     - Date     Condition        Report By
 JA0807  HISTORY     - 1949     MONUMENTED       CGS
 JA0807  HISTORY     - 20100927 GOOD             BERNAR
 JA0807
 JA0807                          STATION DESCRIPTION
 JA0807
 JA0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0807'3.2 MI N FROM OWENSBURG.
 JA0807'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 JA0807'STATE HIGHWAY 45 AND THE PAVED ROAD LEADING EAST TO THE BUSINESS
 JA0807'SECTION OF OWENSBURG, ABOUT 4.00 MILES SOUTH ALONG STATE HIGHWAY
 JA0807'45 FROM THE CHRISTIAN CHURCH AT CINCINNATI, ABOUT 75 YARDS
 JA0807'SOUTHEAST OF A SMALL LOG CABIN, AT THE TOP OF A HILL ON THE
 JA0807'HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 JA0807'SOUTH OF A FORKED HICKORY TREE IN A FENCE CORNER, 8 FEET
 JA0807'NORTH-NORTHEAST OF A 12-INCH HICKORY TREE, 2 FEET SOUTH OF A
 JA0807'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 JA0807'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0807
 JA0807                          STATION RECOVERY (2010)
 JA0807
 JA0807'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2010 (MGB)
 JA0807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0118 ***********************************************************************
 JA0118  DESIGNATION -  F 281
 JA0118  PID         -  JA0118
 JA0118  STATE/COUNTY-  IN/LAWRENCE
 JA0118  COUNTRY     -  US
 JA0118  USGS QUAD   -  BEDFORD EAST (2019)
 JA0118
 JA0118                         *CURRENT SURVEY CONTROL
 JA0118  ______________________________________________________________________
 JA0118* NAD 83(1986) POSITION- 38 47 21.     (N) 086 29 51.     (W)   SCALED
 JA0118* NAVD 88 ORTHO HEIGHT -   179.565 (meters)      589.12  (feet) ADJUSTED
 JA0118  ______________________________________________________________________
 JA0118  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 JA0118  DYNAMIC HEIGHT  -        179.451 (meters)      588.75  (feet) COMP
 JA0118  MODELED GRAVITY -    979,987.8   (mgal)                       NAVD 88
 JA0118
 JA0118  VERT ORDER      -  FIRST     CLASS II
 JA0118
 JA0118.The horizontal coordinates were scaled from a map and have
 JA0118.an estimated accuracy of +/- 6 seconds.
 JA0118
 JA0118.The orthometric height was determined by differential leveling and
 JA0118.adjusted by the NATIONAL GEODETIC SURVEY
 JA0118.in June 1991.
 JA0118
 JA0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0118.GEOID18 height accuracy estimate available here.
 JA0118
 JA0118.Click photographs - Photos may exist for this station.
 JA0118
 JA0118.The dynamic height is computed by dividing the NAVD 88
 JA0118.geopotential number by the normal gravity value computed on the
 JA0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0118.degrees latitude (g = 980.6199 gals.).
 JA0118
 JA0118.The modeled gravity was interpolated from observed gravity values.
 JA0118
 JA0118;                    North         East    Units  Estimated Accuracy
 JA0118;SPC IN W     -   393,260.      950,900.      MT  (+/- 180 meters Scaled)
 JA0118
 JA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH436935(NAD 83)
 JA0118
 JA0118                          SUPERSEDED SURVEY CONTROL
 JA0118
 JA0118  NGVD 29 (??/??/92)  179.678  (m)          589.49   (f) ADJ UNCH    1 2
 JA0118
 JA0118.Superseded values are not recommended for survey control.
 JA0118
 JA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0118.See file dsdata.pdf to determine how the superseded data were derived.
 JA0118
 JA0118_MARKER: DB = BENCH MARK DISK
 JA0118_SETTING: 66 = SET IN ROCK OUTCROP
 JA0118_STAMPING: F 281 1949
 JA0118_MARK LOGO: CGS
 JA0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0118+STABILITY: POSITION/ELEVATION WELL
 JA0118
 JA0118  HISTORY     - Date     Condition        Report By
 JA0118  HISTORY     - 1949     MONUMENTED       CGS
 JA0118  HISTORY     - 1967     GOOD             CGS
 JA0118  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0118
 JA0118                          STATION DESCRIPTION
 JA0118
 JA0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0118'4.2 MI NW FROM MITCHELL.
 JA0118'METAL WITNESS POST WAS SET 3 FEET EAST OF THE MARK.  TO REACH
 JA0118'FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60 AT THE WEST EDGE
 JA0118'OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 4.1 MILES TO A PAVED
 JA0118'CROSSROAD.  TURN RIGHT PASSING THE WESLEY CHAPEL METHODIST
 JA0118'CHURCH ON THE RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.55 MILE
 JA0118'TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT AS DESCRIBED.
 JA0118'ABOUT 4.2 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0118'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, ABOUT 5.75
 JA0118'MILES SOUTH OF THE STATION AT BEDFORD, ABOUT 0.25 MILE NORTH OF
 JA0118'MILE POST 252, SET IN THE FLAT ROCK OUTCROP IN THE EAST QUARTER
 JA0118'OF A ROAD CROSSING AT THE ABANDONED RAILROAD STATION AT YOCKEY,
 JA0118'84 FEET NORTHEAST OF THE NORTHEAST RAIL, 41 FEET SOUTH OF THE
 JA0118'CENTER LINE OF THE ROAD, 51 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 JA0118'CORNER OF A 15 FOOT BRIDGE UNDER THE ROAD, 1.5 FEET EAST OF THE
 JA0118'WEST EDGE OF THE ROCK OUTCROP, AND ABOUT 3 FEET BELOW THE LEVEL
 JA0118'OF THE TRACK.
 JA0118
 JA0118                          STATION RECOVERY (2023)
 JA0118
 JA0118'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0791 ***********************************************************************
 JA0791  DESIGNATION -  F 282
 JA0791  PID         -  JA0791
 JA0791  STATE/COUNTY-  IN/LAWRENCE
 JA0791  COUNTRY     -  US
 JA0791  USGS QUAD   -  OOLITIC (2019)
 JA0791
 JA0791                         *CURRENT SURVEY CONTROL
 JA0791  ______________________________________________________________________
 JA0791* NAD 83(1986) POSITION- 38 55 34.13   (N) 086 34 56.57   (W)   HD_HELD1
 JA0791* NAVD 88 ORTHO HEIGHT -   206.721 (meters)      678.22  (feet) ADJUSTED
 JA0791  ______________________________________________________________________
 JA0791  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 JA0791  DYNAMIC HEIGHT  -        206.591 (meters)      677.79  (feet) COMP
 JA0791  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 JA0791
 JA0791  VERT ORDER      -  FIRST     CLASS II
 JA0791
 JA0791.The horizontal coordinates were determined by differentially corrected
 JA0791.hand held GPS observations or other comparable positioning techniques
 JA0791.and have an estimated accuracy of +/- 3 meters.
 JA0791
 JA0791.The orthometric height was determined by differential leveling and
 JA0791.adjusted by the NATIONAL GEODETIC SURVEY
 JA0791.in June 1991.
 JA0791
 JA0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0791.GEOID18 height accuracy estimate available here.
 JA0791
 JA0791.Click photographs - Photos may exist for this station.
 JA0791
 JA0791.The dynamic height is computed by dividing the NAVD 88
 JA0791.geopotential number by the normal gravity value computed on the
 JA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0791.degrees latitude (g = 980.6199 gals.).
 JA0791
 JA0791.The modeled gravity was interpolated from observed gravity values.
 JA0791
 JA0791;                    North         East    Units  Estimated Accuracy
 JA0791;SPC IN W     -   408,417.1     943,439.5     MT  (+/- 3 meters HH1 GPS) 
 JA0791
 JA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3620008664(NAD 83)
 JA0791
 JA0791                          SUPERSEDED SURVEY CONTROL
 JA0791
 JA0791  NGVD 29 (??/??/92)  206.833  (m)          678.58   (f) ADJ UNCH    1 2
 JA0791
 JA0791.Superseded values are not recommended for survey control.
 JA0791
 JA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0791.See file dsdata.pdf to determine how the superseded data were derived.
 JA0791
 JA0791_MARKER: DB = BENCH MARK DISK
 JA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0791_STAMPING: F 282 1949
 JA0791_MARK LOGO: CGS
 JA0791_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0791+STABILITY: SURFACE MOTION
 JA0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0791+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 JA0791
 JA0791  HISTORY     - Date     Condition        Report By
 JA0791  HISTORY     - 1949     MONUMENTED       CGS
 JA0791  HISTORY     - 20040620 GOOD             GEOCAC
 JA0791  HISTORY     - 20140717 GOOD             WOOLPT
 JA0791
 JA0791                          STATION DESCRIPTION
 JA0791
 JA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0791'2.1 MI NW FROM AVOCA.
 JA0791'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE POST
 JA0791'OFFICE AT AVOCA, SET ON THE OUTSIDE OF A LONG CURVE IN THE
 JA0791'HIGHWAY, AT THE JUNCTION OF A FARM DRIVEWAY SOUTH, 29 FEET
 JA0791'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET NORTHEAST
 JA0791'AND ACROSS THE HIGHWAY FROM THE NORTH ONE OF FOUR LARGE OAK
 JA0791'TREES, 25 FEET EAST OF THE EXTENDED CENTER LINE OF THE DRIVEWAY,
 JA0791'14 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE
 JA0791'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0791'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0791'PROJECTING 3 INCHES.
 JA0791
 JA0791                          STATION RECOVERY (2004)
 JA0791
 JA0791'RECOVERY NOTE BY GEOCACHING 2004 (EDH)
 JA0791'FENCE LINE HAS MOVED SOUTH OF MARK.  SHOULD NOW READ 1 FOOT NORTHEAST
 JA0791'OF FENCE LINE.  WHITE WOODEN WITNESS POST IS NO LONGER PRESENT AT
 JA0791'MARK.  ALL OTHER REFERENCES ARE PRESENT.
 JA0791
 JA0791                          STATION RECOVERY (2014)
 JA0791
 JA0791'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA0791'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1209 ***********************************************************************
 JA1209  DESIGNATION -  F 283
 JA1209  PID         -  JA1209
 JA1209  STATE/COUNTY-  IN/POSEY
 JA1209  COUNTRY     -  US
 JA1209  USGS QUAD   -  NEW HARMONY (2019)
 JA1209
 JA1209                         *CURRENT SURVEY CONTROL
 JA1209  ______________________________________________________________________
 JA1209* NAD 83(1986) POSITION- 38 10 16.     (N) 087 54 23.     (W)   SCALED
 JA1209* NAVD 88 ORTHO HEIGHT -   114.954 (meters)      377.14  (feet) ADJUSTED
 JA1209  ______________________________________________________________________
 JA1209  GEOID HEIGHT    -        -30.923 (meters)                     GEOID18
 JA1209  DYNAMIC HEIGHT  -        114.877 (meters)      376.89  (feet) COMP
 JA1209  MODELED GRAVITY -    979,959.3   (mgal)                       NAVD 88
 JA1209
 JA1209  VERT ORDER      -  FIRST     CLASS II
 JA1209
 JA1209.The horizontal coordinates were scaled from a map and have
 JA1209.an estimated accuracy of +/- 6 seconds.
 JA1209
 JA1209.The orthometric height was determined by differential leveling and
 JA1209.adjusted by the NATIONAL GEODETIC SURVEY
 JA1209.in June 1991.
 JA1209
 JA1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1209.GEOID18 height accuracy estimate available here.
 JA1209
 JA1209.Click photographs - Photos may exist for this station.
 JA1209
 JA1209.The dynamic height is computed by dividing the NAVD 88
 JA1209.geopotential number by the normal gravity value computed on the
 JA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1209.degrees latitude (g = 980.6199 gals.).
 JA1209
 JA1209.The modeled gravity was interpolated from observed gravity values.
 JA1209
 JA1209;                    North         East    Units  Estimated Accuracy
 JA1209;SPC IN W     -   324,810.      827,880.      MT  (+/- 180 meters Scaled)
 JA1209
 JA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH206251(NAD 83)
 JA1209
 JA1209                          SUPERSEDED SURVEY CONTROL
 JA1209
 JA1209  NGVD 29 (??/??/92)  115.078  (m)          377.55   (f) ADJ UNCH    1 2
 JA1209
 JA1209.Superseded values are not recommended for survey control.
 JA1209
 JA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1209.See file dsdata.pdf to determine how the superseded data were derived.
 JA1209
 JA1209_MARKER: DB = BENCH MARK DISK
 JA1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1209_SP_SET: BRIDGE
 JA1209_STAMPING: F 283 1954
 JA1209_MARK LOGO: CGS
 JA1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1209
 JA1209  HISTORY     - Date     Condition        Report By
 JA1209  HISTORY     - 1954     MONUMENTED       CGS
 JA1209
 JA1209                          STATION DESCRIPTION
 JA1209
 JA1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1209'4.2 MI NE FROM NEW HARMONY.
 JA1209'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1209'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 3.05 MILES NORTH
 JA1209'ALONG A BLACK TOP ROAD, ABOUT 0.2 MILE SOUTH OF A RIGHT ANGLE
 JA1209'TURN IN ROAD WITH TANGENTS EXTENDNG WEST AND SOUTH, IN THE TOP
 JA1209'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A 45-FOOT
 JA1209'CONCRETE AND STEEL BRIDGE OVER A CREEK, 10 FEET EAST OF CENTER
 JA1209'LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1186 ***********************************************************************
 JA1186  DESIGNATION -  F 284
 JA1186  PID         -  JA1186
 JA1186  STATE/COUNTY-  IN/GIBSON
 JA1186  COUNTRY     -  US
 JA1186  USGS QUAD   -  GRAYVILLE (2018)
 JA1186
 JA1186                         *CURRENT SURVEY CONTROL
 JA1186  ______________________________________________________________________
 JA1186* NAD 83(1986) POSITION- 38 17 01.     (N) 087 53 13.     (W)   SCALED
 JA1186* NAVD 88 ORTHO HEIGHT -   117.152 (meters)      384.36  (feet) ADJUSTED
 JA1186  ______________________________________________________________________
 JA1186  GEOID HEIGHT    -        -31.050 (meters)                     GEOID18
 JA1186  DYNAMIC HEIGHT  -        117.076 (meters)      384.11  (feet) COMP
 JA1186  MODELED GRAVITY -    979,974.3   (mgal)                       NAVD 88
 JA1186
 JA1186  VERT ORDER      -  FIRST     CLASS II
 JA1186
 JA1186.The horizontal coordinates were scaled from a map and have
 JA1186.an estimated accuracy of +/- 6 seconds.
 JA1186
 JA1186.The orthometric height was determined by differential leveling and
 JA1186.adjusted by the NATIONAL GEODETIC SURVEY
 JA1186.in June 1991.
 JA1186
 JA1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1186.GEOID18 height accuracy estimate available here.
 JA1186
 JA1186.Click photographs - Photos may exist for this station.
 JA1186
 JA1186.The dynamic height is computed by dividing the NAVD 88
 JA1186.geopotential number by the normal gravity value computed on the
 JA1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1186.degrees latitude (g = 980.6199 gals.).
 JA1186
 JA1186.The modeled gravity was interpolated from observed gravity values.
 JA1186
 JA1186;                    North         East    Units  Estimated Accuracy
 JA1186;SPC IN W     -   337,280.      829,690.      MT  (+/- 180 meters Scaled)
 JA1186
 JA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH224376(NAD 83)
 JA1186
 JA1186                          SUPERSEDED SURVEY CONTROL
 JA1186
 JA1186  NGVD 29 (??/??/92)  117.283  (m)          384.79   (f) ADJ UNCH    1 2
 JA1186
 JA1186.Superseded values are not recommended for survey control.
 JA1186
 JA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1186.See file dsdata.pdf to determine how the superseded data were derived.
 JA1186
 JA1186_MARKER: DB = BENCH MARK DISK
 JA1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1186_STAMPING: F 284 1954
 JA1186_MARK LOGO: CGS
 JA1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1186+STABILITY: SURFACE MOTION
 JA1186
 JA1186  HISTORY     - Date     Condition        Report By
 JA1186  HISTORY     - 1954     MONUMENTED       CGS
 JA1186
 JA1186                          STATION DESCRIPTION
 JA1186
 JA1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1186'4.5 MI W FROM CROWLEYVILLE.
 JA1186'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1186'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1186'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE
 JA1186'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG
 JA1186'A GRAVEL ROAD, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A GRAVEL
 JA1186'ROAD, LOCATED IN A NORTH-SOUTH FENCE LINE NOW GROWN UP IN TREES,
 JA1186'25 FEET WEST OF CENTER LINE OF ROAD AT POINT WHERE ROAD TURNS
 JA1186'NORTH PARALLELING THE OLD FENCE ROW, 19 FEET NORTHEAST OF CENTER
 JA1186'OF ROAD AT POINT WHERE ROAD CROSSES THE OLD FENCE ROW, ABOUT 40
 JA1186'YARDS SOUTH OF TOP OF WABASH RIVER BANK, 9 FEET EAST OF FENCE
 JA1186'ROW, 14 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH
 JA1186'HACKBERRY TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JA1186'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JA1186'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1147 ***********************************************************************
 ME1147  DESIGNATION -  F 286
 ME1147  PID         -  ME1147
 ME1147  STATE/COUNTY-  IN/LAKE
 ME1147  COUNTRY     -  US
 ME1147  USGS QUAD   -  SCHNEIDER (2019)
 ME1147
 ME1147                         *CURRENT SURVEY CONTROL
 ME1147  ______________________________________________________________________
 ME1147* NAD 83(1986) POSITION- 41 14 47.     (N) 087 29 16.     (W)   SCALED
 ME1147* NAVD 88 ORTHO HEIGHT -   212.259 (meters)      696.39  (feet) ADJUSTED
 ME1147  ______________________________________________________________________
 ME1147  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 ME1147  DYNAMIC HEIGHT  -        212.171 (meters)      696.10  (feet) COMP
 ME1147  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 ME1147
 ME1147  VERT ORDER      -  SECOND    CLASS 0
 ME1147
 ME1147.The horizontal coordinates were scaled from a map and have
 ME1147.an estimated accuracy of +/- 6 seconds.
 ME1147
 ME1147.The orthometric height was determined by differential leveling and
 ME1147.adjusted by the NATIONAL GEODETIC SURVEY
 ME1147.in June 1991.
 ME1147
 ME1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1147.GEOID18 height accuracy estimate available here.
 ME1147
 ME1147.Click photographs - Photos may exist for this station.
 ME1147
 ME1147.The dynamic height is computed by dividing the NAVD 88
 ME1147.geopotential number by the normal gravity value computed on the
 ME1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1147.degrees latitude (g = 980.6199 gals.).
 ME1147
 ME1147.The modeled gravity was interpolated from observed gravity values.
 ME1147
 ME1147;                    North         East    Units  Estimated Accuracy
 ME1147;SPC IN W     -   666,000.      866,100.      MT  (+/- 180 meters Scaled)
 ME1147
 ME1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL591662(NAD 83)
 ME1147
 ME1147                          SUPERSEDED SURVEY CONTROL
 ME1147
 ME1147  NGVD 29 (??/??/92)  212.343  (m)          696.66   (f) ADJ UNCH    2 0
 ME1147
 ME1147.Superseded values are not recommended for survey control.
 ME1147
 ME1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1147.See file dsdata.pdf to determine how the superseded data were derived.
 ME1147
 ME1147_MARKER: DB = BENCH MARK DISK
 ME1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1147_STAMPING: F 286 1954
 ME1147_MARK LOGO: CGS
 ME1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1147+STABILITY: SURFACE MOTION
 ME1147
 ME1147  HISTORY     - Date     Condition        Report By
 ME1147  HISTORY     - 1954     MONUMENTED       CGS
 ME1147  HISTORY     - 20210512 MARK NOT FOUND   IN-089
 ME1147
 ME1147                          STATION DESCRIPTION
 ME1147
 ME1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1147'2 MI SW FROM BELSHAW.
 ME1147'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM CROSSING OF THE
 ME1147'NEW YORK CENTRAL RAILROAD AT BELSHAW, THENCE ABOUT 1.2 MILES
 ME1147'WEST AND SOUTHWEST ALONG STATE HIGHWAY 2, ABOUT 0.1 MILE NORTHWEST
 ME1147'OF HIGHWAY, AT BAILEY AIRPORT, 2 FEET WEST OF WEST SIDE OF SMALL
 ME1147'AIRPORT OFFICE BUILDING, 10 1/2 FEET SOUTH-SOUTHWEST OF NORTHWEST
 ME1147'CORNER OF OFFICE, 6 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER
 ME1147'OF OFFICE, 90 1/2 FEET EAST OF SOUTHEAST CORNER OF HANGAR
 ME1147'BUILDING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 ME1147'INCHES.
 ME1147
 ME1147                          STATION RECOVERY (2021)
 ME1147
 ME1147'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1147'NO EVIDENCE OF MARK FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1445 ***********************************************************************
 LB1445  DESIGNATION -  F 29
 LB1445  PID         -  LB1445
 LB1445  STATE/COUNTY-  IN/NEWTON
 LB1445  COUNTRY     -  US
 LB1445  USGS QUAD   -  GOODLAND (2019)
 LB1445
 LB1445                         *CURRENT SURVEY CONTROL
 LB1445  ______________________________________________________________________
 LB1445* NAD 83(1986) POSITION- 40 45 50.     (N) 087 16 36.     (W)   SCALED
 LB1445* NAVD 88 ORTHO HEIGHT -   217.459 (meters)      713.45  (feet) ADJUSTED
 LB1445  ______________________________________________________________________
 LB1445  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 LB1445  DYNAMIC HEIGHT  -        217.360 (meters)      713.12  (feet) COMP
 LB1445  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 LB1445
 LB1445  VERT ORDER      -  SECOND    CLASS 0
 LB1445
 LB1445.The horizontal coordinates were scaled from a map and have
 LB1445.an estimated accuracy of +/- 6 seconds.
 LB1445
 LB1445.The orthometric height was determined by differential leveling and
 LB1445.adjusted by the NATIONAL GEODETIC SURVEY
 LB1445.in June 1991.
 LB1445
 LB1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1445.GEOID18 height accuracy estimate available here.
 LB1445
 LB1445.Click photographs - Photos may exist for this station.
 LB1445
 LB1445.The dynamic height is computed by dividing the NAVD 88
 LB1445.geopotential number by the normal gravity value computed on the
 LB1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1445.degrees latitude (g = 980.6199 gals.).
 LB1445
 LB1445.The modeled gravity was interpolated from observed gravity values.
 LB1445
 LB1445;                    North         East    Units  Estimated Accuracy
 LB1445;SPC IN W     -   612,360.      883,680.      MT  (+/- 180 meters Scaled)
 LB1445
 LB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL766125(NAD 83)
 LB1445
 LB1445                          SUPERSEDED SURVEY CONTROL
 LB1445
 LB1445  NGVD 29 (??/??/92)  217.526  (m)          713.67   (f) ADJ UNCH    2 0
 LB1445
 LB1445.Superseded values are not recommended for survey control.
 LB1445
 LB1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1445.See file dsdata.pdf to determine how the superseded data were derived.
 LB1445
 LB1445_MARKER: DB = BENCH MARK DISK
 LB1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1445_STAMPING: F 29 1934
 LB1445_MARK LOGO: CGS
 LB1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1445+STABILITY: SURFACE MOTION
 LB1445
 LB1445  HISTORY     - Date     Condition        Report By
 LB1445  HISTORY     - 1934     MONUMENTED       CGS
 LB1445  HISTORY     - 1946     GOOD             CGS
 LB1445
 LB1445                          STATION DESCRIPTION
 LB1445
 LB1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1445'0.8 MI E FROM GOODLAND.
 LB1445'0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1445'AT GOODLAND, NEWTON COUNTY, 0.3 MILE WEST OF MILEPOST 48, 250
 LB1445'YARDS SOUTH OF THE U.S. HIGHWAY 24 BRIDGE OVER BIG CHERRY CREEK,
 LB1445'IN THE NORTHEAST QUARTER OF A GRAVEL-ROAD CROSSING, 39 FEET
 LB1445'NORTH OF THE NORTH RAIL, 27 FEET EAST OF THE CENTERLINE OF THE
 LB1445'ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET EAST
 LB1445'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LB1445'F 29 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1445'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0816 ***********************************************************************
 MD0816  DESIGNATION -  F 29 ALLEN
 MD0816  PID         -  MD0816
 MD0816  STATE/COUNTY-  IN/ALLEN
 MD0816  COUNTRY     -  US
 MD0816  USGS QUAD   -  HUNTERTOWN (2019)
 MD0816
 MD0816                         *CURRENT SURVEY CONTROL
 MD0816  ______________________________________________________________________
 MD0816* NAD 83(1986) POSITION- 41 07 59.     (N) 085 14 27.     (W)   SCALED
 MD0816* NAVD 88 ORTHO HEIGHT -   258.184 (meters)      847.06  (feet) ADJUSTED
 MD0816  ______________________________________________________________________
 MD0816  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 MD0816  DYNAMIC HEIGHT  -        258.085 (meters)      846.73  (feet) COMP
 MD0816  MODELED GRAVITY -    980,233.7   (mgal)                       NAVD 88
 MD0816
 MD0816  VERT ORDER      -  SECOND    CLASS 0
 MD0816
 MD0816.The horizontal coordinates were scaled from a map and have
 MD0816.an estimated accuracy of +/- 6 seconds.
 MD0816
 MD0816.The orthometric height was determined by differential leveling and
 MD0816.adjusted by the NATIONAL GEODETIC SURVEY
 MD0816.in June 1991.
 MD0816
 MD0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0816.GEOID18 height accuracy estimate available here.
 MD0816
 MD0816.Click photographs - Photos may exist for this station.
 MD0816
 MD0816.The dynamic height is computed by dividing the NAVD 88
 MD0816.geopotential number by the normal gravity value computed on the
 MD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0816.degrees latitude (g = 980.6199 gals.).
 MD0816
 MD0816.The modeled gravity was interpolated from observed gravity values.
 MD0816
 MD0816;                    North         East    Units  Estimated Accuracy
 MD0816;SPC IN E     -   653,420.      135,750.      MT  (+/- 180 meters Scaled)
 MD0816
 MD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL476550(NAD 83)
 MD0816
 MD0816                          SUPERSEDED SURVEY CONTROL
 MD0816
 MD0816  NGVD 29 (??/??/92)  258.340  (m)          847.57   (f) ADJ UNCH    2 0
 MD0816
 MD0816.Superseded values are not recommended for survey control.
 MD0816
 MD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0816.See file dsdata.pdf to determine how the superseded data were derived.
 MD0816
 MD0816_MARKER: DD = SURVEY DISK
 MD0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0816_SP_SET: ABUTMENT
 MD0816_STAMPING: F 29 ALLEN
 MD0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0816
 MD0816  HISTORY     - Date     Condition        Report By
 MD0816  HISTORY     - UNK      MONUMENTED       INHD
 MD0816  HISTORY     - 1963     GOOD             CGS
 MD0816
 MD0816                          STATION DESCRIPTION
 MD0816
 MD0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0816'3.2 MI ENE FROM ARCOLA.
 MD0816'LOCATED 3.2 MILES EAST-NORTHEAST OF THE POST OFFICE IN ARCOLA.
 MD0816'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.45 MILES EAST
 MD0816'ON THE ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0
 MD0816'MILES NORTH TO OLD U.S. HIGHWAY 30, AND TURN RIGHT AND GO 2.2
 MD0816'MILES EAST TO MARK IN THE NORTHWEST CORNER OF A SMALL CONCRETE
 MD0816'BRIDGE.  IT IS 22.5 FEET NORTH OF THE CENTERLINE OF OLD U.S.
 MD0816'HIGHWAY 30.  MARK IS AN INDIANA STATE HIGHWAY COMMISSION DISK
 MD0816'STAMPED F 29 ALLEN SET IN DRILL HOLE IN NORTHWEST ABUTMENT OF
 MD0816'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0426 ***********************************************************************
 HA0426  DESIGNATION -  F 291
 HA0426  PID         -  HA0426
 HA0426  STATE/COUNTY-  IN/PERRY
 HA0426  COUNTRY     -  US
 HA0426  USGS QUAD   -  TELL CITY (2019)
 HA0426
 HA0426                         *CURRENT SURVEY CONTROL
 HA0426  ______________________________________________________________________
 HA0426* NAD 83(1986) POSITION- 37 59 42.     (N) 086 48 23.     (W)   SCALED
 HA0426* NAVD 88 ORTHO HEIGHT -   118.639 (meters)      389.23  (feet) ADJUSTED
 HA0426  ______________________________________________________________________
 HA0426  GEOID HEIGHT    -        -31.935 (meters)                     GEOID18
 HA0426  DYNAMIC HEIGHT  -        118.556 (meters)      388.96  (feet) COMP
 HA0426  MODELED GRAVITY -    979,931.9   (mgal)                       NAVD 88
 HA0426
 HA0426  VERT ORDER      -  FIRST     CLASS II
 HA0426
 HA0426.The horizontal coordinates were scaled from a map and have
 HA0426.an estimated accuracy of +/- 6 seconds.
 HA0426
 HA0426.The orthometric height was determined by differential leveling and
 HA0426.adjusted by the NATIONAL GEODETIC SURVEY
 HA0426.in June 1991.
 HA0426
 HA0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0426.GEOID18 height accuracy estimate available here.
 HA0426
 HA0426.Click photographs - Photos may exist for this station.
 HA0426
 HA0426.The dynamic height is computed by dividing the NAVD 88
 HA0426.geopotential number by the normal gravity value computed on the
 HA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0426.degrees latitude (g = 980.6199 gals.).
 HA0426
 HA0426.The modeled gravity was interpolated from observed gravity values.
 HA0426
 HA0426;                    North         East    Units  Estimated Accuracy
 HA0426;SPC IN W     -   304,980.      924,330.      MT  (+/- 180 meters Scaled)
 HA0426
 HA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH169052(NAD 83)
 HA0426
 HA0426                          SUPERSEDED SURVEY CONTROL
 HA0426
 HA0426  NGVD 29 (??/??/92)  118.746  (m)          389.59   (f) ADJ UNCH    1 2
 HA0426
 HA0426.Superseded values are not recommended for survey control.
 HA0426
 HA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0426.See file dsdata.pdf to determine how the superseded data were derived.
 HA0426
 HA0426_MARKER: DB = BENCH MARK DISK
 HA0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0426_STAMPING: F 291 1962
 HA0426_MARK LOGO: CGS
 HA0426_MAGNETIC: I = MARKER IS A STEEL ROD
 HA0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0426
 HA0426  HISTORY     - Date     Condition        Report By
 HA0426  HISTORY     - 1962     MONUMENTED       CGS
 HA0426  HISTORY     - 1965     GOOD             CGS
 HA0426
 HA0426                          STATION DESCRIPTION
 HA0426
 HA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0426'0.1 MI SW FROM TROY.
 HA0426'ABOUT 0.1 MILE SOUTHWEST AND ACROSS STATE HIGHWAY 66 FROM THE
 HA0426'ST. PIUS CATHOLIC CHURCH AT TROY, 21 FEET NORTHEAST OF THE
 HA0426'CENTER LINE OF AN ASPHALT STREET, 36 FEET NORTHEAST AND
 HA0426'ACROSS THE STREET FROM A POWER POLE, 31 YARDS SOUTHEAST OF A
 HA0426'LARGE PROPANE TANK, 33 1/2 FEET SOUTHEAST OF THE SOUTH CORNER
 HA0426'OF A LARGE OLD STONE BUILDING, 1 1/2 FEET SOUTHWEST OF AN OLD
 HA0426'CONCRETE FOUNDATION, 1.4 FEET NORTHWEST OF A METAL WITNESS POST,
 HA0426'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 HA0426'DEPTH OF 56 FEET AND IS ENCASED IN A 6-INCH GLAZED TILE PIPE
 HA0426'AND PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1304 ***********************************************************************
 JA1304  DESIGNATION -  F 292
 JA1304  PID         -  JA1304
 JA1304  STATE/COUNTY-  IN/KNOX
 JA1304  COUNTRY     -  US
 JA1304  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1304
 JA1304                         *CURRENT SURVEY CONTROL
 JA1304  ______________________________________________________________________
 JA1304* NAD 83(1986) POSITION- 38 51 36.     (N) 087 31 09.     (W)   SCALED
 JA1304* NAVD 88 ORTHO HEIGHT -   129.823 (meters)      425.93  (feet) ADJUSTED
 JA1304  ______________________________________________________________________
 JA1304  GEOID HEIGHT    -        -31.927 (meters)                     GEOID18
 JA1304  DYNAMIC HEIGHT  -        129.745 (meters)      425.67  (feet) COMP
 JA1304  MODELED GRAVITY -    980,023.8   (mgal)                       NAVD 88
 JA1304
 JA1304  VERT ORDER      -  FIRST     CLASS II
 JA1304
 JA1304.The horizontal coordinates were scaled from a map and have
 JA1304.an estimated accuracy of +/- 6 seconds.
 JA1304
 JA1304.The orthometric height was determined by differential leveling and
 JA1304.adjusted by the NATIONAL GEODETIC SURVEY
 JA1304.in June 1991.
 JA1304
 JA1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1304.GEOID18 height accuracy estimate available here.
 JA1304
 JA1304.Click photographs - Photos may exist for this station.
 JA1304
 JA1304.The dynamic height is computed by dividing the NAVD 88
 JA1304.geopotential number by the normal gravity value computed on the
 JA1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1304.degrees latitude (g = 980.6199 gals.).
 JA1304
 JA1304.The modeled gravity was interpolated from observed gravity values.
 JA1304
 JA1304;                    North         East    Units  Estimated Accuracy
 JA1304;SPC IN W     -   401,050.      862,170.      MT  (+/- 180 meters Scaled)
 JA1304
 JA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ549013(NAD 83)
 JA1304
 JA1304                          SUPERSEDED SURVEY CONTROL
 JA1304
 JA1304  NGVD 29 (??/??/92)  129.954  (m)          426.36   (f) ADJ UNCH    1 2
 JA1304
 JA1304.Superseded values are not recommended for survey control.
 JA1304
 JA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1304.See file dsdata.pdf to determine how the superseded data were derived.
 JA1304
 JA1304_MARKER: DB = BENCH MARK DISK
 JA1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1304_SP_SET: BRIDGE
 JA1304_STAMPING: F 292 1956
 JA1304_MARK LOGO: CGS
 JA1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1304
 JA1304  HISTORY     - Date     Condition        Report By
 JA1304  HISTORY     - 1956     MONUMENTED       CGS
 JA1304
 JA1304                          STATION DESCRIPTION
 JA1304
 JA1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1304'4.6 MI SW FROM OAKTOWN.
 JA1304'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1304'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1304'TOP ROAD, THENCE ABOUT 0.65 MILE WEST ALONG A GRAVEL ROAD, ABOUT
 JA1304'0.1 MILE EAST OF A CURVE IN ROAD WITH TANGENTS EXTENDING EAST
 JA1304'AND NORTH, IN SECTION 21, T.5 N., R.10 W., IN THE TOP OF THE
 JA1304'NORTH END OF WEST CONCRETE ABUTMENT OF A WOODEN DECK STEEL BRIDGE
 JA1304'OVER BUSSERON CREEK, 10 FEET NORTH OF CENTER LINE OF ROAD, 1
 JA1304'FOOT SOUTH OF NORTH END OF ABUTMENT AND ABOUT 1 FOOT BELOW LEVEL
 JA1304'OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AB3512 ***********************************************************************
 AB3512  DESIGNATION -  F 293 RESET
 AB3512  PID         -  AB3512
 AB3512  STATE/COUNTY-  IN/VIGO
 AB3512  COUNTRY     -  US
 AB3512  USGS QUAD   -  TERRE HAUTE (2019)
 AB3512
 AB3512                         *CURRENT SURVEY CONTROL
 AB3512  ______________________________________________________________________
 AB3512* NAD 83(1986) POSITION- 39 26 08.     (N) 087 25 49.     (W)   SCALED
 AB3512* NAVD 88 ORTHO HEIGHT -   149.72  (meters)      491.2   (feet) RESET
 AB3512  ______________________________________________________________________
 AB3512  GEOID HEIGHT    -        -32.645 (meters)                     GEOID18
 AB3512  VERT ORDER      -  THIRD
 AB3512
 AB3512.The horizontal coordinates were scaled from a map and have
 AB3512.an estimated accuracy of +/- 6 seconds.
 AB3512
 AB3512.The orthometric height was computed from unverified reset data.
 AB3512
 AB3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3512.GEOID18 height accuracy estimate available here.
 AB3512
 AB3512.Click photographs - Photos may exist for this station.
 AB3512
 AB3512;                    North         East    Units  Estimated Accuracy
 AB3512;SPC IN W     -   464,910.      870,130.      MT  (+/- 180 meters Scaled)
 AB3512
 AB3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ629652(NAD 83)
 AB3512
 AB3512                          SUPERSEDED SURVEY CONTROL
 AB3512
 AB3512.No superseded survey control is available for this station.
 AB3512
 AB3512_MARKER: DV = VERTICAL CONTROL DISK
 AB3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3512_STAMPING: F 293 RESET 1995
 AB3512_MARK LOGO: NGS
 AB3512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3512+STABILITY: SURFACE MOTION
 AB3512
 AB3512  HISTORY     - Date     Condition        Report By
 AB3512  HISTORY     - 1995     MONUMENTED       INHD
 AB3512
 AB3512                          STATION DESCRIPTION
 AB3512
 AB3512'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1995 (GRB)
 AB3512'1.25 MILES (2.01 KM) SOUTH ALONG FIRST STREET FROM THE INTERSECTION OF
 AB3512'US HIGHWAY 40 IN TERRE HAUTE, THENCE ABOUT 1 BLOCK WEST ALONG HULMAN
 AB3512'STREET, THENCE 1.2 MILES (1.9 KM) SOUTHWEST ALONG STATE HIGHWAY 63
 AB3512'(PRAIRIETON ROAD) , IN SEC 5, R 9 W, T 11 N, IN THE TOP OF A 10 INCH
 AB3512'BY 10 INCH CONCRETE POST, 26 FEET (7.9 M) WEST OF CENTERLINE OF
 AB3512'HIGHWAY, 935 FEET (285.0 M) SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY
 AB3512'AND MARGARET AVENUE LEADING EAST AND ABOUT 3/4 FEET ABOVE LEVEL OF
 AB3512'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1103 ***********************************************************************
 KA1103  DESIGNATION -  F 294
 KA1103  PID         -  KA1103
 KA1103  STATE/COUNTY-  IN/VIGO
 KA1103  COUNTRY     -  US
 KA1103  USGS QUAD   -  TERRE HAUTE (2019)
 KA1103
 KA1103                         *CURRENT SURVEY CONTROL
 KA1103  ______________________________________________________________________
 KA1103* NAD 83(1986) POSITION- 39 28 23.     (N) 087 28 12.     (W)   SCALED
 KA1103* NAVD 88 ORTHO HEIGHT -   150.888 (meters)      495.04  (feet) ADJUSTED
 KA1103  ______________________________________________________________________
 KA1103  GEOID HEIGHT    -        -32.604 (meters)                     GEOID18
 KA1103  DYNAMIC HEIGHT  -        150.803 (meters)      494.76  (feet) COMP
 KA1103  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 KA1103
 KA1103  VERT ORDER      -  FIRST     CLASS II
 KA1103
 KA1103.The horizontal coordinates were scaled from a map and have
 KA1103.an estimated accuracy of +/- 6 seconds.
 KA1103
 KA1103.The orthometric height was determined by differential leveling and
 KA1103.adjusted by the NATIONAL GEODETIC SURVEY
 KA1103.in June 1991.
 KA1103
 KA1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1103.GEOID18 height accuracy estimate available here.
 KA1103
 KA1103.Click photographs - Photos may exist for this station.
 KA1103
 KA1103.The dynamic height is computed by dividing the NAVD 88
 KA1103.geopotential number by the normal gravity value computed on the
 KA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1103.degrees latitude (g = 980.6199 gals.).
 KA1103
 KA1103.The modeled gravity was interpolated from observed gravity values.
 KA1103
 KA1103;                    North         East    Units  Estimated Accuracy
 KA1103;SPC IN W     -   469,090.      866,730.      MT  (+/- 180 meters Scaled)
 KA1103
 KA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ595693(NAD 83)
 KA1103
 KA1103                          SUPERSEDED SURVEY CONTROL
 KA1103
 KA1103  NGVD 29 (??/??/92)  150.990  (m)          495.37   (f) ADJ UNCH    1 2
 KA1103
 KA1103.Superseded values are not recommended for survey control.
 KA1103
 KA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1103.See file dsdata.pdf to determine how the superseded data were derived.
 KA1103
 KA1103_MARKER: DB = BENCH MARK DISK
 KA1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1103_SP_SET: BRIDGE
 KA1103_STAMPING: F 294 1956
 KA1103_MARK LOGO: CGS
 KA1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1103
 KA1103  HISTORY     - Date     Condition        Report By
 KA1103  HISTORY     - 1956     MONUMENTED       CGS
 KA1103
 KA1103                          STATION DESCRIPTION
 KA1103
 KA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1103'1.4 MI W FROM WEST TERRE HAUTE.
 KA1103'ABOUT 1.35 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1103'STATION AT WEST TERRE HAUTE, IN SECTION 24, T.12 N., R.10 W., IN
 KA1103'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 KA1103'OF RAILROAD BRIDGE NO. 76.46 OVER LITTLE SUGAR CREEK, 7 FEET
 KA1103'SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0925 ***********************************************************************
 KA0925  DESIGNATION -  F 3
 KA0925  PID         -  KA0925
 KA0925  STATE/COUNTY-  IN/CLAY
 KA0925  COUNTRY     -  US
 KA0925  USGS QUAD   -  BRAZIL WEST (2019)
 KA0925
 KA0925                         *CURRENT SURVEY CONTROL
 KA0925  ______________________________________________________________________
 KA0925* NAD 83(1986) POSITION- 39 35 33.     (N) 087 10 07.     (W)   SCALED
 KA0925* NAVD 88 ORTHO HEIGHT -   189.179 (meters)      620.66  (feet) ADJUSTED
 KA0925  ______________________________________________________________________
 KA0925  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KA0925  DYNAMIC HEIGHT  -        189.070 (meters)      620.31  (feet) COMP
 KA0925  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 KA0925
 KA0925  VERT ORDER      -  FIRST     CLASS II
 KA0925
 KA0925.The horizontal coordinates were scaled from a map and have
 KA0925.an estimated accuracy of +/- 6 seconds.
 KA0925
 KA0925.The orthometric height was determined by differential leveling and
 KA0925.adjusted by the NATIONAL GEODETIC SURVEY
 KA0925.in June 1991.
 KA0925
 KA0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0925.GEOID18 height accuracy estimate available here.
 KA0925
 KA0925.Click photographs - Photos may exist for this station.
 KA0925
 KA0925.The dynamic height is computed by dividing the NAVD 88
 KA0925.geopotential number by the normal gravity value computed on the
 KA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0925.degrees latitude (g = 980.6199 gals.).
 KA0925
 KA0925.The modeled gravity was interpolated from observed gravity values.
 KA0925
 KA0925;                    North         East    Units  Estimated Accuracy
 KA0925;SPC IN W     -   482,280.      892,680.      MT  (+/- 180 meters Scaled)
 KA0925
 KA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ855825(NAD 83)
 KA0925
 KA0925                          SUPERSEDED SURVEY CONTROL
 KA0925
 KA0925  NGVD 29 (??/??/92)  189.285  (m)          621.01   (f) ADJ UNCH    1 2
 KA0925
 KA0925.Superseded values are not recommended for survey control.
 KA0925
 KA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0925.See file dsdata.pdf to determine how the superseded data were derived.
 KA0925
 KA0925_MARKER: DB = BENCH MARK DISK
 KA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0925_STAMPING: F 3 ELEV 620.921 FT
 KA0925_MARK LOGO: CGS
 KA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0925+STABILITY: SURFACE MOTION
 KA0925
 KA0925  HISTORY     - Date     Condition        Report By
 KA0925  HISTORY     - 1916     MONUMENTED       CGS
 KA0925  HISTORY     - 1946     GOOD             CGS
 KA0925  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0925
 KA0925                          STATION DESCRIPTION
 KA0925
 KA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0925'3.1 MI W FROM CARBON.
 KA0925'3.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0925'STATION AT CARBON, 0.4 MILE WEST OF THE ROAD CROSSING AT PERTH,
 KA0925'159 FEET NORTHEAST OF MILEPOST 56, 60.5 FEET NORTH OF THE
 KA0925'CENTERLINE OF THE NORTH TRACK, 40 FEET SOUTH OF THE RIGHT-OF-WAY
 KA0925'FENCE, 19 FEET NORTHWEST OF TELEPHONE POLE 55/52, 2 FEET EAST
 KA0925'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A
 KA0925'STANDARD DISK, STAMPED F 3 ELEV 620.921 FT AND SET IN THE TOP
 KA0925'OF A STONE POST PROJECTING 8 INCHES ABOVE GROUND.
 KA0925
 KA0925                          STATION RECOVERY (1985)
 KA0925
 KA0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0925'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0786 ***********************************************************************
 LA0786  DESIGNATION -  F 3 ALLEN
 LA0786  PID         -  LA0786
 LA0786  STATE/COUNTY-  IN/ALLEN
 LA0786  COUNTRY     -  US
 LA0786  USGS QUAD   -  OSSIAN (2019)
 LA0786
 LA0786                         *CURRENT SURVEY CONTROL
 LA0786  ______________________________________________________________________
 LA0786* NAD 83(1986) POSITION- 40 58 26.     (N) 085 10 05.     (W)   SCALED
 LA0786* NAVD 88 ORTHO HEIGHT -   239.542 (meters)      785.90  (feet) ADJUSTED
 LA0786  ______________________________________________________________________
 LA0786  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 LA0786  DYNAMIC HEIGHT  -        239.440 (meters)      785.56  (feet) COMP
 LA0786  MODELED GRAVITY -    980,193.2   (mgal)                       NAVD 88
 LA0786
 LA0786  VERT ORDER      -  SECOND    CLASS 0
 LA0786
 LA0786.The horizontal coordinates were scaled from a map and have
 LA0786.an estimated accuracy of +/- 6 seconds.
 LA0786
 LA0786.The orthometric height was determined by differential leveling and
 LA0786.adjusted by the NATIONAL GEODETIC SURVEY
 LA0786.in June 1991.
 LA0786
 LA0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0786.GEOID18 height accuracy estimate available here.
 LA0786
 LA0786.Click photographs - Photos may exist for this station.
 LA0786
 LA0786.The dynamic height is computed by dividing the NAVD 88
 LA0786.geopotential number by the normal gravity value computed on the
 LA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0786.degrees latitude (g = 980.6199 gals.).
 LA0786
 LA0786.The modeled gravity was interpolated from observed gravity values.
 LA0786
 LA0786;                    North         East    Units  Estimated Accuracy
 LA0786;SPC IN E     -   635,780.      141,970.      MT  (+/- 180 meters Scaled)
 LA0786
 LA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL541374(NAD 83)
 LA0786
 LA0786                          SUPERSEDED SURVEY CONTROL
 LA0786
 LA0786  NGVD 29 (??/??/92)  239.694  (m)          786.40   (f) ADJ UNCH    2 0
 LA0786
 LA0786.Superseded values are not recommended for survey control.
 LA0786
 LA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0786.See file dsdata.pdf to determine how the superseded data were derived.
 LA0786
 LA0786_MARKER: DB = BENCH MARK DISK
 LA0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0786_SP_SET: BRIDGE
 LA0786_STAMPING: F 3 ALLEN
 LA0786_MARK LOGO: INHD
 LA0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0786
 LA0786  HISTORY     - Date     Condition        Report By
 LA0786  HISTORY     - UNK      MONUMENTED       INHD
 LA0786  HISTORY     - 1968     GOOD             CGS
 LA0786
 LA0786                          STATION DESCRIPTION
 LA0786
 LA0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0786'3 MI S FROM WAYNEDALE.
 LA0786'ABOUT 3.0 MILES SOUTH S.R.1 FROM THE INTERSECTION OF S.R.3 AT
 LA0786'WAYNEDALE, ABOUT 40 YDS. SOUTH OF THE INTERSECTION WITH AN
 LA0786'EAST-WEST GRAVEL ROAD, IN THE TOP OF THE SOUTHWEST WINGWALL
 LA0786'OF A 48 FT. BRIDGE, AT THE END OF THE WEST STEEL GUARDRAIL,
 LA0786'26 FT. WEST OF THE C/L OF THE HIGHWAY, AND ABOUT 0.5 FT. ABOVE
 LA0786'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1296 ***********************************************************************
 MD1296  DESIGNATION -  F 3 WBSH
 MD1296  PID         -  MD1296
 MD1296  STATE/COUNTY-  IN/WABASH
 MD1296  COUNTRY     -  US
 MD1296  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1296
 MD1296                         *CURRENT SURVEY CONTROL
 MD1296  ______________________________________________________________________
 MD1296* NAD 83(1986) POSITION- 41 00 04.     (N) 085 43 20.     (W)   SCALED
 MD1296* NAVD 88 ORTHO HEIGHT -   236.083 (meters)      774.55  (feet) ADJUSTED
 MD1296  ______________________________________________________________________
 MD1296  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 MD1296  DYNAMIC HEIGHT  -        235.975 (meters)      774.19  (feet) COMP
 MD1296  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 MD1296
 MD1296  VERT ORDER      -  SECOND    CLASS 0
 MD1296
 MD1296.The horizontal coordinates were scaled from a map and have
 MD1296.an estimated accuracy of +/- 6 seconds.
 MD1296
 MD1296.The orthometric height was determined by differential leveling and
 MD1296.adjusted by the NATIONAL GEODETIC SURVEY
 MD1296.in June 1991.
 MD1296
 MD1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1296.GEOID18 height accuracy estimate available here.
 MD1296
 MD1296.Click photographs - Photos may exist for this station.
 MD1296
 MD1296.The dynamic height is computed by dividing the NAVD 88
 MD1296.geopotential number by the normal gravity value computed on the
 MD1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1296.degrees latitude (g = 980.6199 gals.).
 MD1296
 MD1296.The modeled gravity was interpolated from observed gravity values.
 MD1296
 MD1296;                    North         East    Units  Estimated Accuracy
 MD1296;SPC IN E     -   638,680.       95,330.      MT  (+/- 180 meters Scaled)
 MD1296
 MD1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL074396(NAD 83)
 MD1296
 MD1296                          SUPERSEDED SURVEY CONTROL
 MD1296
 MD1296  NGVD 29 (??/??/92)  236.210  (m)          774.97   (f) ADJ UNCH    2 0
 MD1296
 MD1296.Superseded values are not recommended for survey control.
 MD1296
 MD1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1296.See file dsdata.pdf to determine how the superseded data were derived.
 MD1296
 MD1296_MARKER: DD = SURVEY DISK
 MD1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1296_STAMPING: F 3 WBSH
 MD1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1296+STABILITY: SURFACE MOTION
 MD1296
 MD1296  HISTORY     - Date     Condition        Report By
 MD1296  HISTORY     - UNK      MONUMENTED       INHD
 MD1296  HISTORY     - 1966     MARK NOT FOUND   CGS
 MD1296  HISTORY     - 1966     GOOD             INHD
 MD1296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1296
 MD1296                          STATION DESCRIPTION
 MD1296
 MD1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1296'2.5 MI E FROM NORTH MANCHESTER.
 MD1296'OLD DESCRIPTION-- 2.5 MILES EAST ALONG STATE HIGHWAY 114 FROM
 MD1296'THE POST OFFICE BUILDING AT NORTH MANCHESTER, IN THE SOUTHWEST
 MD1296'QUARTER OF A NORTH-SOUTH ROAD INTERSECTION, 53 FEET SOUTH OF
 MD1296'THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF THE CENTERLINE OF
 MD1296'THE NORTH-SOUTH GRAVELED ROAD, 28.5 FEET SOUTHEAST OF A TELEPHONE
 MD1296'POLE, 8 FEET NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 MD1296'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1296'18 INCHES.  NOTE-- THE BOTTOM OF THE CONCRETE POST WAS FOUND BUT
 MD1296'NO EVIDENCE OF THE UPPER SECTION OR DISK COULD BE FOUND.  THE
 MD1296'MARK SHOULD BE CONSIDERED DESTROYED.
 MD1296
 MD1296                          STATION RECOVERY (1966)
 MD1296
 MD1296'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1966
 MD1296'RECOVERED IN GOOD CONDITION.
 MD1296
 MD1296                          STATION RECOVERY (1990)
 MD1296
 MD1296'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 MD1296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1172 ***********************************************************************
 LB1172  DESIGNATION -  F 30
 LB1172  PID         -  LB1172
 LB1172  STATE/COUNTY-  IN/WHITE
 LB1172  COUNTRY     -  US
 LB1172  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1172
 LB1172                         *CURRENT SURVEY CONTROL
 LB1172  ______________________________________________________________________
 LB1172* NAD 83(1986) POSITION- 40 39 34.     (N) 086 52 10.     (W)   SCALED
 LB1172* NAVD 88 ORTHO HEIGHT -   215.137 (meters)      705.83  (feet) ADJUSTED
 LB1172  ______________________________________________________________________
 LB1172  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LB1172  DYNAMIC HEIGHT  -        215.036 (meters)      705.50  (feet) COMP
 LB1172  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 LB1172
 LB1172  VERT ORDER      -  SECOND    CLASS 0
 LB1172
 LB1172.The horizontal coordinates were scaled from a map and have
 LB1172.an estimated accuracy of +/- 6 seconds.
 LB1172
 LB1172.The orthometric height was determined by differential leveling and
 LB1172.adjusted by the NATIONAL GEODETIC SURVEY
 LB1172.in June 1991.
 LB1172
 LB1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1172.GEOID18 height accuracy estimate available here.
 LB1172
 LB1172.Click photographs - Photos may exist for this station.
 LB1172
 LB1172.The dynamic height is computed by dividing the NAVD 88
 LB1172.geopotential number by the normal gravity value computed on the
 LB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1172.degrees latitude (g = 980.6199 gals.).
 LB1172
 LB1172.The modeled gravity was interpolated from observed gravity values.
 LB1172
 LB1172;                    North         East    Units  Estimated Accuracy
 LB1172;SPC IN W     -   600,760.      918,090.      MT  (+/- 180 meters Scaled)
 LB1172
 LB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL110009(NAD 83)
 LB1172
 LB1172                          SUPERSEDED SURVEY CONTROL
 LB1172
 LB1172  NGVD 29 (??/??/92)  215.226  (m)          706.12   (f) ADJ UNCH    2 0
 LB1172
 LB1172.Superseded values are not recommended for survey control.
 LB1172
 LB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1172.See file dsdata.pdf to determine how the superseded data were derived.
 LB1172
 LB1172_MARKER: DB = BENCH MARK DISK
 LB1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1172_STAMPING: F 30 1934
 LB1172_MARK LOGO: CGS
 LB1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1172+STABILITY: SURFACE MOTION
 LB1172
 LB1172  HISTORY     - Date     Condition        Report By
 LB1172  HISTORY     - 1934     MONUMENTED       CGS
 LB1172  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB1172
 LB1172                          STATION DESCRIPTION
 LB1172
 LB1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1172'0.2 MI S FROM CHALMERS.
 LB1172'0.2 MILE SOUTH OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1172'RAILWAY STATION AT CHALMERS, WHITE COUNTY, 0.7 MILE NORTH OF
 LB1172'MILEPOST 103, 14 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 43,
 LB1172'8 YARDS WEST OF THE WEST RAIL, AND 1 FOOT LOWER THAN THE TRACK.
 LB1172'A STANDARD DISK, STAMPED F 30 1934 AND SET IN THE TOP OF A CONCRETE
 LB1172'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE DESCRIPTION
 LB1172'IS NOT SUFFICIENTLY DETAILED TO WARRANT EXTENSIVE SEARCH FOR THIS
 LB1172'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7598 ***********************************************************************
 DR7598  DESIGNATION -  F 30 NOB
 DR7598  PID         -  DR7598
 DR7598  STATE/COUNTY-  IN/NOBLE
 DR7598  COUNTRY     -  US
 DR7598  USGS QUAD   -  CORUNNA (2019)
 DR7598
 DR7598                         *CURRENT SURVEY CONTROL
 DR7598  ______________________________________________________________________
 DR7598* NAD 83(1986) POSITION- 41 23 11.24   (N) 085 14 28.93   (W)   HD_HELD1
 DR7598* NAVD 88 ORTHO HEIGHT -   297.260 (meters)      975.26  (feet) ADJUSTED
 DR7598  ______________________________________________________________________
 DR7598  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 DR7598  DYNAMIC HEIGHT  -        297.141 (meters)      974.87  (feet) COMP
 DR7598  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 DR7598
 DR7598  VERT ORDER      -  SECOND    CLASS I
 DR7598
 DR7598.The horizontal coordinates were determined by differentially corrected
 DR7598.hand held GPS observations or other comparable positioning techniques
 DR7598.and have an estimated accuracy of +/- 3 meters.
 DR7598
 DR7598.The orthometric height was determined by differential leveling and
 DR7598.adjusted by the NATIONAL GEODETIC SURVEY
 DR7598.in March 2022.
 DR7598
 DR7598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7598.GEOID18 height accuracy estimate available here.
 DR7598
 DR7598.Click photographs - Photos may exist for this station.
 DR7598
 DR7598.The dynamic height is computed by dividing the NAVD 88
 DR7598.geopotential number by the normal gravity value computed on the
 DR7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7598.degrees latitude (g = 980.6199 gals.).
 DR7598
 DR7598.The modeled gravity was interpolated from observed gravity values.
 DR7598
 DR7598;                    North         East    Units  Estimated Accuracy
 DR7598;SPC IN E     -   681,562.9     135,571.5     MT  (+/- 3 meters HH1 GPS) 
 DR7598
 DR7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4703983150(NAD 83)
 DR7598
 DR7598                          SUPERSEDED SURVEY CONTROL
 DR7598
 DR7598.No superseded survey control is available for this station.
 DR7598
 DR7598_MARKER: DB = BENCH MARK DISK
 DR7598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7598_STAMPING: F 30 NOB
 DR7598_MARK LOGO: INHD
 DR7598_PROJECTION: PROJECTING 30 CENTIMETERS
 DR7598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7598+STABILITY: SURFACE MOTION
 DR7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7598+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2019
 DR7598
 DR7598  HISTORY     - Date     Condition        Report By
 DR7598  HISTORY     - 19900701 MONUMENTED       INHD
 DR7598  HISTORY     - 20191023 GOOD             INDOT
 DR7598
 DR7598                          STATION DESCRIPTION
 DR7598
 DR7598'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DR7598'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF GARRETT,
 DR7598'6.0 MI (9.7 KM) SOUTHWEST OF CORUNNA AND 4.0 MI (6.4 KM)
 DR7598'SOUTH-SOUTHEAST OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7598'
 DR7598'TO REACH FROM THE INTERSECTION OF STATE ROAD 3 AND STATE ROAD 8 (AKA
 DR7598'EAST ALBION STREET) IN AVILLA, TRAVEL NORTHWEST 2.16 MI (3.48 KM)
 DR7598'ALONG STATE ROAD 3 TO OLD STATE ROAD 3.  TURN LEFT (SOUTH) AND TRAVEL
 DR7598'0.09 MI (0.14 KM) TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD.
 DR7598'THE STATION IS EAST OF THE DITCH, NEAR THE WEST END OF A METAL FENCE.
 DR7598'IT IS LOCATED 90.6 FT (27.6 M) EAST OF THE CENTERLINE OF OLD STATE
 DR7598'ROAD 3, 46.9 FT (14.3 M) NORTH OF THE NORTH FACE OF POWER POLE
 DR7598'N338-132 AND 61.4 FT (18.7 M) 918.7 M) WEST OF THE NORTHWEST SIDE OF A
 DR7598'4 FT (1.2 M) DIAMETER MAPLE TREE AND 7.2 FT (2.19 M) NORTH OF A LARGE
 DR7598'POWER POLE (NUMBER MISSING).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0670 ***********************************************************************
 MD0670  DESIGNATION -  F 305
 MD0670  PID         -  MD0670
 MD0670  STATE/COUNTY-  IN/WHITLEY
 MD0670  COUNTRY     -  US
 MD0670  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0670
 MD0670                         *CURRENT SURVEY CONTROL
 MD0670  ______________________________________________________________________
 MD0670* NAD 83(1986) POSITION- 41 07 56.     (N) 085 24 54.     (W)   SCALED
 MD0670* NAVD 88 ORTHO HEIGHT -   252.066 (meters)      826.99  (feet) ADJUSTED
 MD0670  ______________________________________________________________________
 MD0670  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 MD0670  DYNAMIC HEIGHT  -        251.969 (meters)      826.67  (feet) COMP
 MD0670  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 MD0670
 MD0670  VERT ORDER      -  SECOND    CLASS 0
 MD0670
 MD0670.The horizontal coordinates were scaled from a map and have
 MD0670.an estimated accuracy of +/- 6 seconds.
 MD0670
 MD0670.The orthometric height was determined by differential leveling and
 MD0670.adjusted by the NATIONAL GEODETIC SURVEY
 MD0670.in June 1991.
 MD0670
 MD0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0670.GEOID18 height accuracy estimate available here.
 MD0670
 MD0670.Click photographs - Photos may exist for this station.
 MD0670
 MD0670.The dynamic height is computed by dividing the NAVD 88
 MD0670.geopotential number by the normal gravity value computed on the
 MD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0670.degrees latitude (g = 980.6199 gals.).
 MD0670
 MD0670.The modeled gravity was interpolated from observed gravity values.
 MD0670
 MD0670;                    North         East    Units  Estimated Accuracy
 MD0670;SPC IN E     -   653,270.      121,130.      MT  (+/- 180 meters Scaled)
 MD0670
 MD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL330546(NAD 83)
 MD0670
 MD0670                          SUPERSEDED SURVEY CONTROL
 MD0670
 MD0670  NGVD 29 (??/??/92)  252.22   (m)          827.5    (f) COMPUTED    2 0
 MD0670
 MD0670.Superseded values are not recommended for survey control.
 MD0670
 MD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0670.See file dsdata.pdf to determine how the superseded data were derived.
 MD0670
 MD0670_MARKER: DB = BENCH MARK DISK
 MD0670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0670_SP_SET: CULVERT HEADWALL
 MD0670_STAMPING: F 305 1963
 MD0670_MARK LOGO: CGS
 MD0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0670+STABILITY: SURFACE MOTION
 MD0670
 MD0670  HISTORY     - Date     Condition        Report By
 MD0670  HISTORY     - 1963     MONUMENTED       CGS
 MD0670  HISTORY     - 1968     MARK NOT FOUND   CGS
 MD0670  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0670
 MD0670                          STATION DESCRIPTION
 MD0670
 MD0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0670'1 MI NW FROM COESSE.
 MD0670'LOCATED 1.0 MILE WEST-NORTHWEST OF COESSE ALONG THE PENNSYLVANIA
 MD0670'RAILROAD.  THE MARK IS SET IN A CONCRETE HEADWALL ALONG THE WEST
 MD0670'SIDE OF ROAD 400 E.  TO REACH FROM POST OFFICE IN COESSE, DRIVE
 MD0670'0.25 MILE NORTH OF NEW U.S. HIGHWAY 30, THENCE 1.1 MILE
 MD0670'WEST-NORTHWEST OF NEW U.S. HIGHWAY 30 TO COUNTY ROAD 400 E,
 MD0670'THENCE SOUTH 0.2 MILES ON COUNTY ROAD 400 E TO THE LOCATON OF
 MD0670'THE MARK.  MARK IS LOCATED 63.3 FEET NORTH OF THE NORTH RAIL OF
 MD0670'THE NORTH TRACK OF THE PENNSYLVANIA RAIL ROAD, 16.5 FEET
 MD0670'EAST-SOUTHEAST OF A CONCRETE CULVERT, 12.5 FEET NORTHEAST OF THE
 MD0670'WOODEN CORNER POST OF A WIRE FENCE AND 8.0 FEET WEST OF COUNTY
 MD0670'ROAD 400 E.  A STANDARD DISK STAMPED F 305 1963, SET IN A STAR
 MD0670'DRILLED HOLE IN A CONCRETE HEADWALL.  NOTE-- A THOROUGH SEARCH
 MD0670'WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.  THE ONLY
 MD0670'CULVERT IN THE AREA IS WOOD CONSTRUCTED.
 MD0670
 MD0670                          STATION RECOVERY (1992)
 MD0670
 MD0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0670'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1015 ***********************************************************************
 JZ1015  DESIGNATION -  F 306
 JZ1015  PID         -  JZ1015
 JZ1015  STATE/COUNTY-  IN/DEARBORN
 JZ1015  COUNTRY     -  US
 JZ1015  USGS QUAD   -  AURORA (2019)
 JZ1015
 JZ1015                         *CURRENT SURVEY CONTROL
 JZ1015  ______________________________________________________________________
 JZ1015* NAD 83(1986) POSITION- 39 01 52.     (N) 084 53 01.     (W)   SCALED
 JZ1015* NAVD 88 ORTHO HEIGHT -   143.509 (meters)      470.83  (feet) ADJUSTED
 JZ1015  ______________________________________________________________________
 JZ1015  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 JZ1015  DYNAMIC HEIGHT  -        143.419 (meters)      470.53  (feet) COMP
 JZ1015  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 JZ1015
 JZ1015  VERT ORDER      -  FIRST     CLASS II
 JZ1015
 JZ1015.The horizontal coordinates were scaled from a map and have
 JZ1015.an estimated accuracy of +/- 6 seconds.
 JZ1015
 JZ1015.The orthometric height was determined by differential leveling and
 JZ1015.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1015.in June 1991.
 JZ1015
 JZ1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1015.GEOID18 height accuracy estimate available here.
 JZ1015
 JZ1015.Click photographs - Photos may exist for this station.
 JZ1015
 JZ1015.The dynamic height is computed by dividing the NAVD 88
 JZ1015.geopotential number by the normal gravity value computed on the
 JZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1015.degrees latitude (g = 980.6199 gals.).
 JZ1015
 JZ1015.The modeled gravity was interpolated from observed gravity values.
 JZ1015
 JZ1015;                    North         East    Units  Estimated Accuracy
 JZ1015;SPC IN E     -   420,240.      167,800.      MT  (+/- 180 meters Scaled)
 JZ1015
 JZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ831223(NAD 83)
 JZ1015
 JZ1015                          SUPERSEDED SURVEY CONTROL
 JZ1015
 JZ1015  NGVD 29 (??/??/92)  143.719  (m)          471.52   (f) ADJ UNCH    1 2
 JZ1015
 JZ1015.Superseded values are not recommended for survey control.
 JZ1015
 JZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1015.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1015
 JZ1015_MARKER: DB = BENCH MARK DISK
 JZ1015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JZ1015_STAMPING: F 306 1964
 JZ1015_MARK LOGO: CGS
 JZ1015_PROJECTION: PROJECTING 12 CENTIMETERS
 JZ1015_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1015
 JZ1015  HISTORY     - Date     Condition        Report By
 JZ1015  HISTORY     - 1964     MONUMENTED       CGS
 JZ1015  HISTORY     - 1965     GOOD             CGS
 JZ1015
 JZ1015                          STATION DESCRIPTION
 JZ1015
 JZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ1015'2.2 MI SE FROM AURORA.
 JZ1015'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1015'AT AURORA, THENCE ABOUT 0.1 MILE EAST ALONG A FARM ROAD, 14 FEET
 JZ1015'NORTHEAST OF A LONE 30-INCH HICKORY TREE, 1.4 FEET EAST OF A
 JZ1015'U.S.G.S. TEST WELL, 26 FEET NORTH OF THE CENTER LINE OF THE FARM
 JZ1015'ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JZ1015'THE FIELD ROAD AND IS A DISK ON TOP OF A COPPER-COATED STEEL
 JZ1015'ROD PROJECTING 0.4 FOOT AND PROTECTED BY A 4-INCH TILE PROJECTING
 JZ1015'0.6 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 92 1/2
 JZ1015'FEET.
 JZ1015
 JZ1015                          STATION RECOVERY (1965)
 JZ1015
 JZ1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JZ1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0652 ***********************************************************************
 JA0652  DESIGNATION -  F 309
 JA0652  PID         -  JA0652
 JA0652  STATE/COUNTY-  IN/LAWRENCE
 JA0652  COUNTRY     -  US
 JA0652  USGS QUAD   -  GEORGIA (2019)
 JA0652
 JA0652                         *CURRENT SURVEY CONTROL
 JA0652  ______________________________________________________________________
 JA0652* NAD 83(1986) POSITION- 38 42 37.     (N) 086 34 30.     (W)   SCALED
 JA0652* NAVD 88 ORTHO HEIGHT -   200.092 (meters)      656.47  (feet) ADJUSTED
 JA0652  ______________________________________________________________________
 JA0652  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 JA0652  DYNAMIC HEIGHT  -        199.961 (meters)      656.04  (feet) COMP
 JA0652  MODELED GRAVITY -    979,970.6   (mgal)                       NAVD 88
 JA0652
 JA0652  VERT ORDER      -  FIRST     CLASS II
 JA0652
 JA0652.The horizontal coordinates were scaled from a map and have
 JA0652.an estimated accuracy of +/- 6 seconds.
 JA0652
 JA0652.The orthometric height was determined by differential leveling and
 JA0652.adjusted by the NATIONAL GEODETIC SURVEY
 JA0652.in June 1991.
 JA0652
 JA0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0652.GEOID18 height accuracy estimate available here.
 JA0652
 JA0652.Click photographs - Photos may exist for this station.
 JA0652
 JA0652.The dynamic height is computed by dividing the NAVD 88
 JA0652.geopotential number by the normal gravity value computed on the
 JA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0652.degrees latitude (g = 980.6199 gals.).
 JA0652
 JA0652.The modeled gravity was interpolated from observed gravity values.
 JA0652
 JA0652;                    North         East    Units  Estimated Accuracy
 JA0652;SPC IN W     -   384,460.      944,210.      MT  (+/- 180 meters Scaled)
 JA0652
 JA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH369847(NAD 83)
 JA0652
 JA0652                          SUPERSEDED SURVEY CONTROL
 JA0652
 JA0652  NGVD 29 (??/??/92)  200.209  (m)          656.85   (f) ADJ UNCH    1 2
 JA0652
 JA0652.Superseded values are not recommended for survey control.
 JA0652
 JA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0652.See file dsdata.pdf to determine how the superseded data were derived.
 JA0652
 JA0652_MARKER: DB = BENCH MARK DISK
 JA0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0652_STAMPING: F 309 1965
 JA0652_MARK LOGO: CGS
 JA0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0652+STABILITY: SURFACE MOTION
 JA0652
 JA0652  HISTORY     - Date     Condition        Report By
 JA0652  HISTORY     - 1965     MONUMENTED       CGS
 JA0652
 JA0652                          STATION DESCRIPTION
 JA0652
 JA0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0652'5.5 MI E FROM HURON.
 JA0652'ABOUT 5.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0652'THE CROSSING OF ROAD NUMBER 1036W AT HURON, OR ABOUT 6.15 MILES
 JA0652'WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
 JA0652'MITCHELL, IN SECTION 12, T 3 N, R 2 W, 3 POLES WEST OF MILEPOST
 JA0652'132-20, 55 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 58
 JA0652'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 60, 2.5 FEET
 JA0652'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1.7 FEET WEST OF A
 JA0652'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 JA0652'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0993 ***********************************************************************
 MD0993  DESIGNATION -  F 31
 MD0993  PID         -  MD0993
 MD0993  STATE/COUNTY-  IN/WHITLEY
 MD0993  COUNTRY     -  US
 MD0993  USGS QUAD   -  PIERCETON (2019)
 MD0993
 MD0993                         *CURRENT SURVEY CONTROL
 MD0993  ______________________________________________________________________
 MD0993* NAD 83(1986) POSITION- 41 10 56.     (N) 085 38 05.     (W)   SCALED
 MD0993* NAVD 88 ORTHO HEIGHT -   288.153 (meters)      945.38  (feet) ADJUSTED
 MD0993  ______________________________________________________________________
 MD0993  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 MD0993  DYNAMIC HEIGHT  -        288.034 (meters)      944.99  (feet) COMP
 MD0993  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 MD0993
 MD0993  VERT ORDER      -  FIRST     CLASS I
 MD0993
 MD0993.The horizontal coordinates were scaled from a map and have
 MD0993.an estimated accuracy of +/- 6 seconds.
 MD0993
 MD0993.The orthometric height was determined by differential leveling and
 MD0993.adjusted by the NATIONAL GEODETIC SURVEY
 MD0993.in June 1991.
 MD0993
 MD0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0993.GEOID18 height accuracy estimate available here.
 MD0993
 MD0993.Click photographs - Photos may exist for this station.
 MD0993
 MD0993.The dynamic height is computed by dividing the NAVD 88
 MD0993.geopotential number by the normal gravity value computed on the
 MD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0993.degrees latitude (g = 980.6199 gals.).
 MD0993
 MD0993.The modeled gravity was interpolated from observed gravity values.
 MD0993
 MD0993;                    North         East    Units  Estimated Accuracy
 MD0993;SPC IN E     -   658,800.      102,680.      MT  (+/- 180 meters Scaled)
 MD0993
 MD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL145598(NAD 83)
 MD0993
 MD0993                          SUPERSEDED SURVEY CONTROL
 MD0993
 MD0993  NGVD 29 (01/19/93)  288.295  (m)          945.85   (f) ADJUSTED    1 1
 MD0993  NGVD 29 (??/??/92)  288.295  (m)          945.85   (f) SUPERSEDED  1 1
 MD0993
 MD0993.Superseded values are not recommended for survey control.
 MD0993
 MD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0993.See file dsdata.pdf to determine how the superseded data were derived.
 MD0993
 MD0993_MARKER: DD = SURVEY DISK
 MD0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0993_STAMPING: F 31 WHILY
 MD0993_MARK LOGO: INHD
 MD0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0993+STABILITY: SURFACE MOTION
 MD0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0993+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0993
 MD0993  HISTORY     - Date     Condition        Report By
 MD0993  HISTORY     - UNK      MONUMENTED       INHD
 MD0993  HISTORY     - 1968     GOOD             CGS
 MD0993  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD0993  HISTORY     - 19921008 GOOD             NGS
 MD0993
 MD0993                          STATION DESCRIPTION
 MD0993
 MD0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0993'0.4 MI NW FROM LARWILL.
 MD0993'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 MD0993'OF STATE HIGHWAY 5 AT LARWILL, IN SECTION 32, R 8 E, T 32 N,
 MD0993'NEAR THE NORTHWEST END OF A CURVE, 47 FEET SOUTHWEST OF THE
 MD0993'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 45 1/2 FEET
 MD0993'NORTHWEST OF THE CENTER OF A GATE, 57 1/2 FEET SOUTHEAST OF A
 MD0993'POWER LINE POLE, 1.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE
 MD0993'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 MD0993'CONCRETE POST PROJECTING 1.2 FEET ABOVE THE LEVEL OF THE GROUND.
 MD0993
 MD0993                          STATION RECOVERY (1990)
 MD0993
 MD0993'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD0993'MARK NOT FOUND.
 MD0993
 MD0993                          STATION RECOVERY (1992)
 MD0993
 MD0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0993'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0993'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 6.5 KM (4.05 MI)
 MD0993'EASTERLY ALONG U.S. HIGHWAY 30, 0.7 KM (0.45 MI) NORTHWEST OF THE
 MD0993'INTERSECTION OF STATE HIGHWAY 5, 17.3 M (56.8 FT) SOUTHEAST OF
 MD0993'UTILITY POLE NUMBER 27829 600/5, 14.4 M (47.2 FT) SOUTHWEST OF AND
 MD0993'LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 7.6
 MD0993'M (24.9 FT) NORTHWEST OF A GATE POST, 0.7 M (2.3 FT) NORTHEAST OF A
 MD0993'FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 MD0993'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7597 ***********************************************************************
 DR7597  DESIGNATION -  F 31 NOB
 DR7597  PID         -  DR7597
 DR7597  STATE/COUNTY-  IN/NOBLE
 DR7597  COUNTRY     -  US
 DR7597  USGS QUAD   -  CORUNNA (2019)
 DR7597
 DR7597                         *CURRENT SURVEY CONTROL
 DR7597  ______________________________________________________________________
 DR7597* NAD 83(1986) POSITION- 41 23 41.89   (N) 085 14 45.62   (W)   HD_HELD1
 DR7597* NAVD 88 ORTHO HEIGHT -   305.182 (meters)     1001.25  (feet) ADJUSTED
 DR7597  ______________________________________________________________________
 DR7597  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 DR7597  DYNAMIC HEIGHT  -        305.060 (meters)     1000.85  (feet) COMP
 DR7597  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 DR7597
 DR7597  VERT ORDER      -  SECOND    CLASS I
 DR7597
 DR7597.The horizontal coordinates were determined by differentially corrected
 DR7597.hand held GPS observations or other comparable positioning techniques
 DR7597.and have an estimated accuracy of +/- 3 meters.
 DR7597
 DR7597.The orthometric height was determined by differential leveling and
 DR7597.adjusted by the NATIONAL GEODETIC SURVEY
 DR7597.in March 2022.
 DR7597
 DR7597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7597.GEOID18 height accuracy estimate available here.
 DR7597
 DR7597.Click photographs - Photos may exist for this station.
 DR7597
 DR7597.The dynamic height is computed by dividing the NAVD 88
 DR7597.geopotential number by the normal gravity value computed on the
 DR7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7597.degrees latitude (g = 980.6199 gals.).
 DR7597
 DR7597.The modeled gravity was interpolated from observed gravity values.
 DR7597
 DR7597;                    North         East    Units  Estimated Accuracy
 DR7597;SPC IN E     -   682,506.5     135,179.1     MT  (+/- 3 meters HH1 GPS) 
 DR7597
 DR7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4663284088(NAD 83)
 DR7597
 DR7597                          SUPERSEDED SURVEY CONTROL
 DR7597
 DR7597.No superseded survey control is available for this station.
 DR7597
 DR7597_MARKER: DB = BENCH MARK DISK
 DR7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7597_STAMPING: F 31 NOB
 DR7597_MARK LOGO: INHD
 DR7597_PROJECTION: PROJECTING 46 CENTIMETERS
 DR7597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7597+STABILITY: SURFACE MOTION
 DR7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7597+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2020
 DR7597
 DR7597  HISTORY     - Date     Condition        Report By
 DR7597  HISTORY     - 19910201 MONUMENTED       INHD
 DR7597  HISTORY     - 20201218 GOOD             INDOT
 DR7597
 DR7597                          STATION DESCRIPTION
 DR7597
 DR7597'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2020 (BLS)
 DR7597'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF GARRETT,
 DR7597'5.9 MI (9.5 KM) WEST-SOUTHWEST OF CORUNNA AND 3.4 MI (5.5 KM)
 DR7597'SOUTH-SOUTHEAST OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7597'
 DR7597'TO REACH FROM THE INTERSECTION OF STATE ROAD 3 AND STATE ROAD 8 (AKA
 DR7597'EAST ALBION STREET) IN AVILLA, TRAVEL NORTHWEST 2.73 MI (4.39 KM)
 DR7597'ALONG STATE ROAD 3 TO COUNTY ROAD EAST 300 NORTH.  TURN RIGHT (EAST)
 DR7597'AND TRAVEL 160 FT (48.8 M) TO THE MONUMENT ON THE LEFT (NORTH) SIDE OF
 DR7597'THE ROAD.
 DR7597'
 DR7597'THE STATION IS APPROXIMATELY 80 FT (24.4 M) NORTH OF THE ROAD
 DR7597'CENTERLINE.  IT IS LOCATED 156.7 FT (47.8 M) NORTHEAST OF THE
 DR7597'NORTHEAST BOLT OF THE SIGNAL STRINGER POLE IN THE SOUTHEAST CORNER OF
 DR7597'THE INTERSECTION, 119.4 FT (36.4 M) EAST OF THE SOUTHEAST BOLT OF THE
 DR7597'SIGNAL STRINGER POLE IN THE NORTHEAST CORNER OF THE INTERSECTION AND
 DR7597'51.4 FT (15.7 M) WEST OF THE WEST FACE OF POWER POLE N0314-44.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0097 ***********************************************************************
 JA0097  DESIGNATION -  F 310
 JA0097  PID         -  JA0097
 JA0097  STATE/COUNTY-  IN/ORANGE
 JA0097  COUNTRY     -  US
 JA0097  USGS QUAD   -  PAOLI (2019)
 JA0097
 JA0097                         *CURRENT SURVEY CONTROL
 JA0097  ______________________________________________________________________
 JA0097* NAD 83(1986) POSITION- 38 33 09.     (N) 086 28 12.     (W)   SCALED
 JA0097* NAVD 88 ORTHO HEIGHT -   180.369 (meters)      591.76  (feet) ADJUSTED
 JA0097  ______________________________________________________________________
 JA0097  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JA0097  DYNAMIC HEIGHT  -        180.245 (meters)      591.35  (feet) COMP
 JA0097  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 JA0097
 JA0097  VERT ORDER      -  FIRST     CLASS II
 JA0097
 JA0097.The horizontal coordinates were scaled from a map and have
 JA0097.an estimated accuracy of +/- 6 seconds.
 JA0097
 JA0097.The orthometric height was determined by differential leveling and
 JA0097.adjusted by the NATIONAL GEODETIC SURVEY
 JA0097.in June 1991.
 JA0097
 JA0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0097.GEOID18 height accuracy estimate available here.
 JA0097
 JA0097.Click photographs - Photos may exist for this station.
 JA0097
 JA0097.The dynamic height is computed by dividing the NAVD 88
 JA0097.geopotential number by the normal gravity value computed on the
 JA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0097.degrees latitude (g = 980.6199 gals.).
 JA0097
 JA0097.The modeled gravity was interpolated from observed gravity values.
 JA0097
 JA0097;                    North         East    Units  Estimated Accuracy
 JA0097;SPC IN W     -   367,000.      953,460.      MT  (+/- 180 meters Scaled)
 JA0097
 JA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH461672(NAD 83)
 JA0097
 JA0097                          SUPERSEDED SURVEY CONTROL
 JA0097
 JA0097  NGVD 29 (??/??/92)  180.474  (m)          592.11   (f) ADJ UNCH    1 2
 JA0097
 JA0097.Superseded values are not recommended for survey control.
 JA0097
 JA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0097.See file dsdata.pdf to determine how the superseded data were derived.
 JA0097
 JA0097_MARKER: DB = BENCH MARK DISK
 JA0097_SETTING: 66 = SET IN ROCK OUTCROP
 JA0097_STAMPING: F 310 1965
 JA0097_MARK LOGO: CGS
 JA0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0097+STABILITY: POSITION/ELEVATION WELL
 JA0097
 JA0097  HISTORY     - Date     Condition        Report By
 JA0097  HISTORY     - 1965     MONUMENTED       CGS
 JA0097
 JA0097                          STATION DESCRIPTION
 JA0097
 JA0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0097'0.3 MI S FROM PAOLI.
 JA0097'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0097'AT PAOLI, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET
 JA0097'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND
 JA0097'WILBUR STREET 77 FEET SOUTH OF WILBUR STREET, SET IN THE TOP OF
 JA0097'A ROCK OUTCROP ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0697 ***********************************************************************
 JA0697  DESIGNATION -  F 311 RESET
 JA0697  PID         -  JA0697
 JA0697  STATE/COUNTY-  IN/MARTIN
 JA0697  COUNTRY     -  US
 JA0697  USGS QUAD   -  SHOALS (2019)
 JA0697
 JA0697                         *CURRENT SURVEY CONTROL
 JA0697  ______________________________________________________________________
 JA0697* NAD 83(1986) POSITION- 38 40 28.     (N) 086 47 46.     (W)   SCALED
 JA0697* NAVD 88 ORTHO HEIGHT -   183.32  (meters)      601.4   (feet) RESET
 JA0697  ______________________________________________________________________
 JA0697  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 JA0697  VERT ORDER      -  THIRD
 JA0697
 JA0697.The horizontal coordinates were scaled from a map and have
 JA0697.an estimated accuracy of +/- 6 seconds.
 JA0697
 JA0697.The orthometric height was computed from unverified reset data.
 JA0697
 JA0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0697.GEOID18 height accuracy estimate available here.
 JA0697
 JA0697.Click photographs - Photos may exist for this station.
 JA0697
 JA0697;                    North         East    Units  Estimated Accuracy
 JA0697;SPC IN W     -   380,400.      924,990.      MT  (+/- 180 meters Scaled)
 JA0697
 JA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH177806(NAD 83)
 JA0697
 JA0697                          SUPERSEDED SURVEY CONTROL
 JA0697
 JA0697.No superseded survey control is available for this station.
 JA0697
 JA0697_MARKER: DB = BENCH MARK DISK
 JA0697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0697_SP_SET: CULVERT HEADWALL
 JA0697_STAMPING: F 311 RESET 1966
 JA0697_MARK LOGO: CGS
 JA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0697+STABILITY: SURFACE MOTION
 JA0697
 JA0697  HISTORY     - Date     Condition        Report By
 JA0697  HISTORY     - 1966     MONUMENTED       CGS
 JA0697
 JA0697                          STATION DESCRIPTION
 JA0697
 JA0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JA0697'1.5 MI NW FROM SHOALS.
 JA0697'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0697'THE STATION AT SHOALS, THENCE 0.15 MILE NORTH ALONG MAPLE STREET,
 JA0697'THENCE 0.15 MILE EAST ALONG CAPITOL AVENUE, THENCE 0.05 MILE
 JA0697'NORTH ALONG POPLAR STREET, THENCE 0.65 MILE NORTHWEST ALONG U.S.
 JA0697'HIGHWAY 150, IN SECTION 24, T 3 N, R 4 W, IN A LARGE ROCK OUTCROP
 JA0697'ABOUT 8 FEET BELOW THE ELEVATION OF THE HIGHWAY.  A STANDARD
 JA0697'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN ROCK, ABOUT 120 PACES
 JA0697'WEST-NORTHWEST OF THE JUG ROCK, 50 FEET SOUTHEAST OF THE
 JA0697'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 40 FEET NORTHEAST OF
 JA0697'THE APPROXIMATE CENTER OF EXISTING U.S. HIGHWAY 150, 24 FEET
 JA0697'SOUTH OF A 30-INCH OAK TREE, 13 FEET NORTHWEST OF A 16-INCH
 JA0697'LIND TREE, AND 8 FEET NORTH OF THE CENTER OF A CONCRETE HEADWALL
 JA0697'AND CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0433 ***********************************************************************
 JA0433  DESIGNATION -  F 313
 JA0433  PID         -  JA0433
 JA0433  STATE/COUNTY-  IN/CRAWFORD
 JA0433  COUNTRY     -  US
 JA0433  USGS QUAD   -  LEAVENWORTH (2019)
 JA0433
 JA0433                         *CURRENT SURVEY CONTROL
 JA0433  ______________________________________________________________________
 JA0433* NAD 83(1986) POSITION- 38 12 00.6    (N) 086 20 00.6    (W)   HD_HELD2
 JA0433* NAVD 88 ORTHO HEIGHT -   203.552 (meters)      667.82  (feet) ADJUSTED
 JA0433  ______________________________________________________________________
 JA0433  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 JA0433  DYNAMIC HEIGHT  -        203.406 (meters)      667.34  (feet) COMP
 JA0433  MODELED GRAVITY -    979,906.7   (mgal)                       NAVD 88
 JA0433
 JA0433  VERT ORDER      -  FIRST     CLASS II
 JA0433
 JA0433.The horizontal coordinates were established by autonomous hand held GPS
 JA0433.observations and have an estimated accuracy of +/- 10 meters.
 JA0433
 JA0433.The orthometric height was determined by differential leveling and
 JA0433.adjusted by the NATIONAL GEODETIC SURVEY
 JA0433.in June 1991.
 JA0433
 JA0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0433.GEOID18 height accuracy estimate available here.
 JA0433
 JA0433.Click photographs - Photos may exist for this station.
 JA0433
 JA0433.The dynamic height is computed by dividing the NAVD 88
 JA0433.geopotential number by the normal gravity value computed on the
 JA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0433.degrees latitude (g = 980.6199 gals.).
 JA0433
 JA0433.The modeled gravity was interpolated from observed gravity values.
 JA0433
 JA0433;                    North         East    Units  Estimated Accuracy
 JA0433;SPC IN W     -   327,977.      965,679.      MT  (+/- 10 meters HH2 GPS)
 JA0433
 JA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5835728234(NAD 83)
 JA0433
 JA0433                          SUPERSEDED SURVEY CONTROL
 JA0433
 JA0433  NGVD 29 (??/??/92)  203.660  (m)          668.17   (f) ADJ UNCH    1 2
 JA0433
 JA0433.Superseded values are not recommended for survey control.
 JA0433
 JA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0433.See file dsdata.pdf to determine how the superseded data were derived.
 JA0433
 JA0433_MARKER: DB = BENCH MARK DISK
 JA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0433_STAMPING: F 313 1965
 JA0433_MARK LOGO: CGS
 JA0433_PROJECTION: FLUSH
 JA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0433+STABILITY: SURFACE MOTION
 JA0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0433+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2020
 JA0433
 JA0433  HISTORY     - Date     Condition        Report By
 JA0433  HISTORY     - 1965     MONUMENTED       CGS
 JA0433  HISTORY     - 1965     GOOD             CGS
 JA0433  HISTORY     - 20091223 GOOD             GEOCAC
 JA0433  HISTORY     - 20170916 GOOD             GEOCAC
 JA0433  HISTORY     - 20200707 GOOD             INDIV
 JA0433
 JA0433                          STATION DESCRIPTION
 JA0433
 JA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0433'AT LEAVENWORTH.
 JA0433'0.05 MILE SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE
 JA0433'AT LEAVENWORTH, IN SECTION 6, T 4 S, R 2 E, 62 FEET NORTH OF
 JA0433'THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF THE SOUTHEAST
 JA0433'CORNER OF THE SILVER HOOK CAFE, 27 FEET SOUTH OF THE CENTER LINE
 JA0433'OF PLAZA DRIVE, 23 FEET WEST OF THE CENTER LINE OF KENTUCKY
 JA0433'AVENUE, 3 FEET SOUTHEAST OF A  POWER POLE, ABOUT 2 FEET BELOW THE
 JA0433'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0433'3 INCHES.
 JA0433
 JA0433                          STATION RECOVERY (1965)
 JA0433
 JA0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0433'RECOVERED IN GOOD CONDITION.
 JA0433
 JA0433                          STATION RECOVERY (2009)
 JA0433
 JA0433'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA0433'AT THE SOUTHWEST CORNER OF W PLAZA DR AND N FIRST ST, ABOUT 10 FEET
 JA0433'NORTHWEST OF A CATCHBASIN ON THE WEST SIDE OF FIRST ST, ABOUT 5.5 FEET
 JA0433'SOUTHEAST OF A UTILITY POLE, AND FLUSH WITH THE GROUND.
 JA0433
 JA0433                          STATION RECOVERY (2017)
 JA0433
 JA0433'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0433'RECOVERED IN GOOD CONDITION.
 JA0433
 JA0433                          STATION RECOVERY (2020)
 JA0433
 JA0433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (PK)
 JA0433'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF ALTON, 4.4 MI
 JA0433'(7.1 KM) EAST OF BEECHWOOD AND IN THE TOWN OF LEAVENWORTH, IN.
 JA0433'
 JA0433'THE STATION IS FOUND NEAR THE INTERSECTIONS OF N FIRST STREET AND
 JA0433'PLAZA DRIVE.  THE CONCRETE POST WITH DISC WAS FOUND IN A GRASS STRIP
 JA0433'FLUSH WITH THE GROUND IN FRONT OF THE BREEDEN MEMORIAL LIBRARY.
 JA0433'MARKER IS LOCATED APPROXIMATELY 93 FT (28.3 M) EAST-SOUTHEAST OF THE
 JA0433'SOUTHEAST CORNER OF STEPHENSON'S GENERAL STORE, 6 FT (1.8 M)
 JA0433'EAST-SOUTHEAST OF A POWER POLE, 162 FT (49.4 M) NORTH OF THE WEST
 JA0433'ENTRANCE OF THE COMMUNITY CENTER.
 JA0433'
 JA0433'TO REACH FROM INTERSTATE 64, HEAD SOUTH TOWARDS LEAVENWORTH ON HIGHWAY
 JA0433'66, BEAR LEFT ON TO HIGHWAY 62 TOWARDS TOWN.  THE STATION WILL BE ON
 JA0433'THE LEFT JUST PAST THE TOWN HALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0859 ***********************************************************************
 JA0859  DESIGNATION -  F 314
 JA0859  PID         -  JA0859
 JA0859  STATE/COUNTY-  IN/KNOX
 JA0859  COUNTRY     -  US
 JA0859  USGS QUAD   -  WHEATLAND (2019)
 JA0859
 JA0859                         *CURRENT SURVEY CONTROL
 JA0859  ______________________________________________________________________
 JA0859* NAD 83(1986) POSITION- 38 39 44.74   (N) 087 17 08.38   (W)   HD_HELD1
 JA0859* NAVD 88 ORTHO HEIGHT -   147.310 (meters)      483.30  (feet) ADJUSTED
 JA0859  ______________________________________________________________________
 JA0859  GEOID HEIGHT    -        -32.140 (meters)                     GEOID18
 JA0859  DYNAMIC HEIGHT  -        147.217 (meters)      482.99  (feet) COMP
 JA0859  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 JA0859
 JA0859  VERT ORDER      -  FIRST     CLASS II
 JA0859
 JA0859.The horizontal coordinates were determined by differentially corrected
 JA0859.hand held GPS observations or other comparable positioning techniques
 JA0859.and have an estimated accuracy of +/- 3 meters.
 JA0859
 JA0859.The orthometric height was determined by differential leveling and
 JA0859.adjusted by the NATIONAL GEODETIC SURVEY
 JA0859.in June 1991.
 JA0859
 JA0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0859.GEOID18 height accuracy estimate available here.
 JA0859
 JA0859.Click photographs - Photos may exist for this station.
 JA0859
 JA0859.The dynamic height is computed by dividing the NAVD 88
 JA0859.geopotential number by the normal gravity value computed on the
 JA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0859.degrees latitude (g = 980.6199 gals.).
 JA0859
 JA0859.The modeled gravity was interpolated from observed gravity values.
 JA0859
 JA0859;                    North         East    Units  Estimated Accuracy
 JA0859;SPC IN W     -   379,042.3     882,390.7     MT  (+/- 3 meters HH1 GPS) 
 JA0859
 JA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7514679355(NAD 83)
 JA0859
 JA0859                          SUPERSEDED SURVEY CONTROL
 JA0859
 JA0859  NGVD 29 (??/??/92)  147.431  (m)          483.70   (f) ADJ UNCH    1 2
 JA0859
 JA0859.Superseded values are not recommended for survey control.
 JA0859
 JA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0859.See file dsdata.pdf to determine how the superseded data were derived.
 JA0859
 JA0859_MARKER: DB = BENCH MARK DISK
 JA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0859_STAMPING: F 314 1965
 JA0859_MARK LOGO: CGS
 JA0859_PROJECTION: FLUSH
 JA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0859+STABILITY: SURFACE MOTION
 JA0859
 JA0859  HISTORY     - Date     Condition        Report By
 JA0859  HISTORY     - 1965     MONUMENTED       CGS
 JA0859  HISTORY     - 1986     GOOD             NGS
 JA0859
 JA0859                          STATION DESCRIPTION
 JA0859
 JA0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0859'1.3 MI E FROM WHEATLAND.
 JA0859'ABOUT 1.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0859'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0859'IN FRACTIONAL SECTION 109, T 3 N, R 8 W, 4 POLES EAST OF MILEPOST
 JA0859'175-30, 139 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 JA0859'RAILROAD AND A PAVED ROAD, 56 FEET EAST OF THE CENTER LINE OF
 JA0859'THE PAVED ROAD, 106 FEET EAST AND ACROSS THE PAVED ROAD FROM A
 JA0859'HOUSE BELONGING TO MR. DAN NIMICHT, 29 FEET WEST OF A POWER POLE,
 JA0859'17 FEET EAST OF A PINE TREE, 4 1/2 FEET SOUTHEAST OF A GATE POST,
 JA0859'2 FEET SOUTH OF A FENCE, 2.3 FEET SOUTHEAST OF A METAL WITNESS
 JA0859'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 JA0859'TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0859
 JA0859                          STATION RECOVERY (1986)
 JA0859
 JA0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0859'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0859'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0859'DELETE--4 POLES EAST OF MILEPOST 175-30, 4.5 FT SOUTHEAST OF A GATE
 JA0859'POST, 2.0 FT SOUTH OF A FENCE, AND 2.3 FT SOUTHEAST OF A METAL WITNESS
 JA0859'POST.  ADD--1.2 M (3.9 FT) SOUTHEAST OF A METAL WITNESS POST, AND
 JA0859'10.6 M (34.8 FT) NORTH OF THE NEAR RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0940 ***********************************************************************
 JA0940  DESIGNATION -  F 315
 JA0940  PID         -  JA0940
 JA0940  STATE/COUNTY-  IN/DAVIESS
 JA0940  COUNTRY     -  US
 JA0940  USGS QUAD   -  SANDY HOOK (2019)
 JA0940
 JA0940                         *CURRENT SURVEY CONTROL
 JA0940  ______________________________________________________________________
 JA0940* NAD 83(1986) POSITION- 38 32 55.     (N) 087 13 21.     (W)   SCALED
 JA0940* NAVD 88 ORTHO HEIGHT -   132.928 (meters)      436.11  (feet) POSTED
 JA0940  ______________________________________________________________________
 JA0940  GEOID HEIGHT    -        -32.156 (meters)                     GEOID18
 JA0940  DYNAMIC HEIGHT  -        132.84  (meters)      435.8   (feet) COMP
 JA0940  MODELED GRAVITY -    979,979.1   (mgal)                       NAVD 88
 JA0940
 JA0940  VERT ORDER      -  * POSTED, SEE BELOW
 JA0940
 JA0940.The horizontal coordinates were scaled from a map and have
 JA0940.an estimated accuracy of +/- 6 seconds.
 JA0940
 JA0940.The orthometric height was determined by differential leveling
 JA0940.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0940
 JA0940.* This is a POSTED BENCH MARK height.
 JA0940
 JA0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0940.GEOID18 height accuracy estimate available here.
 JA0940
 JA0940.Click photographs - Photos may exist for this station.
 JA0940
 JA0940.The dynamic height is computed by dividing the NAVD 88
 JA0940.geopotential number by the normal gravity value computed on the
 JA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0940.degrees latitude (g = 980.6199 gals.).
 JA0940
 JA0940.The modeled gravity was interpolated from observed gravity values.
 JA0940
 JA0940;                    North         East    Units  Estimated Accuracy
 JA0940;SPC IN W     -   366,400.      887,870.      MT  (+/- 180 meters Scaled)
 JA0940
 JA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH806667(NAD 83)
 JA0940
 JA0940                          SUPERSEDED SURVEY CONTROL
 JA0940
 JA0940  NGVD 29 (??/??/92)  133.079  (m)          436.61   (f) ADJ UNCH    1 2
 JA0940
 JA0940.Superseded values are not recommended for survey control.
 JA0940
 JA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0940.See file dsdata.pdf to determine how the superseded data were derived.
 JA0940
 JA0940_MARKER: DB = BENCH MARK DISK
 JA0940_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0940_STAMPING: F 315 1965
 JA0940_MARK LOGO: CGS
 JA0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0940
 JA0940  HISTORY     - Date     Condition        Report By
 JA0940  HISTORY     - 1965     MONUMENTED       CGS
 JA0940  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0940
 JA0940                          STATION DESCRIPTION
 JA0940
 JA0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0940'6.3 MI NE FROM PETERSBURG.
 JA0940'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0940'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0940'STREET, THENCE 6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0940'RAILROAD, 76 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 JA0940'57, 22 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 42 FEET WEST OF A
 JA0940'POWER POLE, 38 FEET NORTHEAST OF TELEPHONE POLE 277, 1.5 FEET
 JA0940'WEST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF
 JA0940'THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0940'IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH CAST
 JA0940'IRON PIPE WHICH PROJECTS 5 INCHES.
 JA0940
 JA0940                          STATION RECOVERY (1985)
 JA0940
 JA0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0940'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1059 ***********************************************************************
 JA1059  DESIGNATION -  F 316
 JA1059  PID         -  JA1059
 JA1059  STATE/COUNTY-  IN/GIBSON
 JA1059  COUNTRY     -  US
 JA1059  USGS QUAD   -  FRANCISCO (2019)
 JA1059
 JA1059                         *CURRENT SURVEY CONTROL
 JA1059  ______________________________________________________________________
 JA1059* NAD 83(1986) POSITION- 38 15 56.     (N) 087 23 03.     (W)   SCALED
 JA1059* NAVD 88 ORTHO HEIGHT -   141.859 (meters)      465.42  (feet) ADJUSTED
 JA1059  ______________________________________________________________________
 JA1059  GEOID HEIGHT    -        -31.612 (meters)                     GEOID18
 JA1059  DYNAMIC HEIGHT  -        141.764 (meters)      465.10  (feet) COMP
 JA1059  MODELED GRAVITY -    979,959.7   (mgal)                       NAVD 88
 JA1059
 JA1059  VERT ORDER      -  FIRST     CLASS II
 JA1059
 JA1059.The horizontal coordinates were scaled from a map and have
 JA1059.an estimated accuracy of +/- 6 seconds.
 JA1059
 JA1059.The orthometric height was determined by differential leveling and
 JA1059.adjusted by the NATIONAL GEODETIC SURVEY
 JA1059.in June 1991.
 JA1059
 JA1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1059.GEOID18 height accuracy estimate available here.
 JA1059
 JA1059.Click photographs - Photos may exist for this station.
 JA1059
 JA1059.The dynamic height is computed by dividing the NAVD 88
 JA1059.geopotential number by the normal gravity value computed on the
 JA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1059.degrees latitude (g = 980.6199 gals.).
 JA1059
 JA1059.The modeled gravity was interpolated from observed gravity values.
 JA1059
 JA1059;                    North         East    Units  Estimated Accuracy
 JA1059;SPC IN W     -   335,010.      873,670.      MT  (+/- 180 meters Scaled)
 JA1059
 JA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH663353(NAD 83)
 JA1059
 JA1059                          SUPERSEDED SURVEY CONTROL
 JA1059
 JA1059  NGVD 29 (??/??/92)  141.976  (m)          465.80   (f) ADJ UNCH    1 2
 JA1059
 JA1059.Superseded values are not recommended for survey control.
 JA1059
 JA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1059.See file dsdata.pdf to determine how the superseded data were derived.
 JA1059
 JA1059_MARKER: DB = BENCH MARK DISK
 JA1059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1059_SP_SET: CULVERT HEADWALL
 JA1059_STAMPING: F 316 1965
 JA1059_MARK LOGO: CGS
 JA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1059+STABILITY: SURFACE MOTION
 JA1059
 JA1059  HISTORY     - Date     Condition        Report By
 JA1059  HISTORY     - 1965     MONUMENTED       CGS
 JA1059  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1059
 JA1059                          STATION DESCRIPTION
 JA1059
 JA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1059'0.8 MI SW FROM SOMERVILLE.
 JA1059'ABOUT 1 BLOCK NORTHWEST ALONG COUNTY ROAD 540 S FROM THE POST
 JA1059'OFFICE AT SOMERVILLE, THENCE 0.85 MILE SOUTHWEST ALONG THE NEW
 JA1059'YORK CENTRAL RAILROAD, 0.1 MILE SOUTHWEST OF THE CROSSING OF THE
 JA1059'RAILROAD AND COUNTY ROAD 600 S, SET IN THE TOP OF THE NORTHEAST
 JA1059'END OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT
 JA1059'UNDER STATE HIGHWAY 57, 47 1/2 FEET SOUTHWEST OF A LONE 16-INCH
 JA1059'MAPLE TREE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JA1059'6 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 8 FEET BELOW
 JA1059'THE LEVEL OF THE HIGHWAY.
 JA1059
 JA1059                          STATION RECOVERY (1985)
 JA1059
 JA1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0594 ***********************************************************************
 JA0594  DESIGNATION -  F 317
 JA0594  PID         -  JA0594
 JA0594  STATE/COUNTY-  IN/DUBOIS
 JA0594  COUNTRY     -  US
 JA0594  USGS QUAD   -  HUNTINGBURG (2019)
 JA0594
 JA0594                         *CURRENT SURVEY CONTROL
 JA0594  ______________________________________________________________________
 JA0594* NAD 83(1986) POSITION- 38 15 24.     (N) 086 55 55.     (W)   SCALED
 JA0594* NAVD 88 ORTHO HEIGHT -   140.446 (meters)      460.78  (feet) ADJUSTED
 JA0594  ______________________________________________________________________
 JA0594  GEOID HEIGHT    -        -32.247 (meters)                     GEOID18
 JA0594  DYNAMIC HEIGHT  -        140.352 (meters)      460.47  (feet) COMP
 JA0594  MODELED GRAVITY -    979,951.4   (mgal)                       NAVD 88
 JA0594
 JA0594  VERT ORDER      -  FIRST     CLASS II
 JA0594
 JA0594.The horizontal coordinates were scaled from a map and have
 JA0594.an estimated accuracy of +/- 6 seconds.
 JA0594
 JA0594.The orthometric height was determined by differential leveling and
 JA0594.adjusted by the NATIONAL GEODETIC SURVEY
 JA0594.in June 1991.
 JA0594
 JA0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0594.GEOID18 height accuracy estimate available here.
 JA0594
 JA0594.Click photographs - Photos may exist for this station.
 JA0594
 JA0594.The dynamic height is computed by dividing the NAVD 88
 JA0594.geopotential number by the normal gravity value computed on the
 JA0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0594.degrees latitude (g = 980.6199 gals.).
 JA0594
 JA0594.The modeled gravity was interpolated from observed gravity values.
 JA0594
 JA0594;                    North         East    Units  Estimated Accuracy
 JA0594;SPC IN W     -   333,990.      913,250.      MT  (+/- 180 meters Scaled)
 JA0594
 JA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH059342(NAD 83)
 JA0594
 JA0594                          SUPERSEDED SURVEY CONTROL
 JA0594
 JA0594  NGVD 29 (??/??/92)  140.550  (m)          461.12   (f) ADJ UNCH    1 2
 JA0594
 JA0594.Superseded values are not recommended for survey control.
 JA0594
 JA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0594.See file dsdata.pdf to determine how the superseded data were derived.
 JA0594
 JA0594_MARKER: DB = BENCH MARK DISK
 JA0594_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0594_STAMPING: F 317 1965
 JA0594_MARK LOGO: CGS
 JA0594_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0594
 JA0594  HISTORY     - Date     Condition        Report By
 JA0594  HISTORY     - 1965     MONUMENTED       CGS
 JA0594
 JA0594                          STATION DESCRIPTION
 JA0594
 JA0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0594'3.2 MI SE FROM HUNTINGBURG.
 JA0594'ABOUT 3.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILROAD FROM THE
 JA0594'CITY POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN
 JA0594'SECTION 14, T 3 S, R 5 W, 4 1/2 TELEPHONE POLES SOUTH OF MILEPOST
 JA0594'44, 54 FEET NORTHEAST OF THE CENTER OF AN OLD FIELD ROAD CROSSING,
 JA0594'48 FEET NORTH OF THE CENTER LINE OF A DIM FIELD ROAD, 16 FEET
 JA0594'EAST OF THE EAST RAIL, 6 1/2 FEET WEST OF A FENCE, 1.7 FEET
 JA0594'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 JA0594'THE RAILS, AND SET IN THE TOP OF A 5-INCH CAST IRON PIPE FILLED
 JA0594'WITH CONCRETE AND PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0570 ***********************************************************************
 HA0570  DESIGNATION -  F 318
 HA0570  PID         -  HA0570
 HA0570  STATE/COUNTY-  IN/SPENCER
 HA0570  COUNTRY     -  US
 HA0570  USGS QUAD   -  ROCKPORT (2019)
 HA0570
 HA0570                         *CURRENT SURVEY CONTROL
 HA0570  ______________________________________________________________________
 HA0570* NAD 83(1986) POSITION- 37 56 16.     (N) 087 02 29.     (W)   SCALED
 HA0570* NAVD 88 ORTHO HEIGHT -   118.719 (meters)      389.50  (feet) ADJUSTED
 HA0570  ______________________________________________________________________
 HA0570  GEOID HEIGHT    -        -31.259 (meters)                     GEOID18
 HA0570  DYNAMIC HEIGHT  -        118.639 (meters)      389.23  (feet) COMP
 HA0570  MODELED GRAVITY -    979,958.5   (mgal)                       NAVD 88
 HA0570
 HA0570  VERT ORDER      -  FIRST     CLASS II
 HA0570
 HA0570.The horizontal coordinates were scaled from a map and have
 HA0570.an estimated accuracy of +/- 6 seconds.
 HA0570
 HA0570.The orthometric height was determined by differential leveling and
 HA0570.adjusted by the NATIONAL GEODETIC SURVEY
 HA0570.in June 1991.
 HA0570
 HA0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0570.GEOID18 height accuracy estimate available here.
 HA0570
 HA0570.Click photographs - Photos may exist for this station.
 HA0570
 HA0570.The dynamic height is computed by dividing the NAVD 88
 HA0570.geopotential number by the normal gravity value computed on the
 HA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0570.degrees latitude (g = 980.6199 gals.).
 HA0570
 HA0570.The modeled gravity was interpolated from observed gravity values.
 HA0570
 HA0570;                    North         East    Units  Estimated Accuracy
 HA0570;SPC IN W     -   298,590.      903,690.      MT  (+/- 180 meters Scaled)
 HA0570
 HA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963989(NAD 83)
 HA0570
 HA0570                          SUPERSEDED SURVEY CONTROL
 HA0570
 HA0570  NGVD 29 (??/??/92)  118.819  (m)          389.83   (f) ADJ UNCH    1 2
 HA0570
 HA0570.Superseded values are not recommended for survey control.
 HA0570
 HA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0570.See file dsdata.pdf to determine how the superseded data were derived.
 HA0570
 HA0570_MARKER: DB = BENCH MARK DISK
 HA0570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0570_SP_SET: CULVERT HEADWALL
 HA0570_STAMPING: F 318 1965
 HA0570_MARK LOGO: CGS
 HA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0570+STABILITY: SURFACE MOTION
 HA0570
 HA0570  HISTORY     - Date     Condition        Report By
 HA0570  HISTORY     - 1965     MONUMENTED       CGS
 HA0570
 HA0570                          STATION DESCRIPTION
 HA0570
 HA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0570'4 MI N FROM ROCKPORT.
 HA0570'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 HA0570'OFFICE AT ROCKPORT, THENCE 3.5 MILES NORTH-NORTHEAST ALONG THE
 HA0570'SOUTHRN RAILROAD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, OR
 HA0570'ABOUT 5.4 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0570'OFFICE AT CHRISNEY, AT THE INTERSECTION OF THE GRAVELED ROAD AND
 HA0570'U.S. HIGHWAY 231 AND STATE HIGHWAY 45 0.2 MILE SOUTH ALONG U.S.
 HA0570'HIGHWAY 231 AND STATE HIGHWAY 45 FROM A ROAD JUNCTION, 19 FEET
 HA0570'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 17 1/2 FEET WEST
 HA0570'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END
 HA0570'OF THE WEST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE
 HA0570'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1205 ***********************************************************************
 HA1205  DESIGNATION -  F 318 RESET
 HA1205  PID         -  HA1205
 HA1205  STATE/COUNTY-  IN/SPENCER
 HA1205  COUNTRY     -  US
 HA1205  USGS QUAD   -  ROCKPORT (2019)
 HA1205
 HA1205                         *CURRENT SURVEY CONTROL
 HA1205  ______________________________________________________________________
 HA1205* NAD 83(1986) POSITION- 37 56 16.     (N) 087 02 29.     (W)   SCALED
 HA1205* NAVD 88 ORTHO HEIGHT -   119.30  (meters)      391.4   (feet) RESET
 HA1205  ______________________________________________________________________
 HA1205  GEOID HEIGHT    -        -31.259 (meters)                     GEOID18
 HA1205  VERT ORDER      -  THIRD
 HA1205
 HA1205.The horizontal coordinates were scaled from a map and have
 HA1205.an estimated accuracy of +/- 6 seconds.
 HA1205
 HA1205.The orthometric height was computed from unverified reset data.
 HA1205
 HA1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1205.GEOID18 height accuracy estimate available here.
 HA1205
 HA1205.Click photographs - Photos may exist for this station.
 HA1205
 HA1205;                    North         East    Units  Estimated Accuracy
 HA1205;SPC IN W     -   298,590.      903,690.      MT  (+/- 180 meters Scaled)
 HA1205
 HA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963989(NAD 83)
 HA1205
 HA1205                          SUPERSEDED SURVEY CONTROL
 HA1205
 HA1205  NGVD 29 (08/22/16)  119.40   (m)          391.7    (f) RESET       3  
 HA1205
 HA1205.Superseded values are not recommended for survey control.
 HA1205
 HA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1205.See file dsdata.pdf to determine how the superseded data were derived.
 HA1205
 HA1205_MARKER: DV = VERTICAL CONTROL DISK
 HA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1205_STAMPING: F 318 RESET 1979
 HA1205_MARK LOGO: NGS
 HA1205_PROJECTION: FLUSH
 HA1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1205+STABILITY: SURFACE MOTION
 HA1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1205+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 HA1205
 HA1205  HISTORY     - Date     Condition        Report By
 HA1205  HISTORY     - 1979     MONUMENTED       INHD
 HA1205  HISTORY     - 20100723 GOOD             GEOCAC
 HA1205
 HA1205                          STATION DESCRIPTION
 HA1205
 HA1205'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1979
 HA1205'3.95 MI NE FROM ROCKPORT.
 HA1205'0.35 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 HA1205'ROCKPORT, THENCE 3.5 MILES NORTH-NORTHEAST ALONG THE SOUTHERN
 HA1205'RAILROAD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, OR ABOUT 5.4
 HA1205'MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST OFFICE IN
 HA1205'CHRISNEY, AT THE INTERSECTION OF THE GRAVELED ROAD AND U.S. HIGHWAY
 HA1205'231 AND STATE HIGHWAY 45, 0.2 MILE SOUTH ALONG U.S. HIGHWAY 231 AND
 HA1205'STATE HIGHWAY 45 FROM A ROAD JUNCTON, 24 FEET NORTH OF THE CENTERLINE
 HA1205'OF THE GRAVELED ROAD, 23.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 HA1205'THE MARK IS 1 FT ABOVE HIGHWAY.
 HA1205
 HA1205                          STATION RECOVERY (2010)
 HA1205
 HA1205'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1205'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0778 ***********************************************************************
 HZ0778  DESIGNATION -  F 319
 HZ0778  PID         -  HZ0778
 HZ0778  STATE/COUNTY-  IN/OHIO
 HZ0778  COUNTRY     -  US
 HZ0778  USGS QUAD   -  RISING SUN (2019)
 HZ0778
 HZ0778                         *CURRENT SURVEY CONTROL
 HZ0778  ______________________________________________________________________
 HZ0778* NAD 83(1986) POSITION- 38 57 45.     (N) 084 51 00.     (W)   SCALED
 HZ0778* NAVD 88 ORTHO HEIGHT -   161.536 (meters)      529.97  (feet) ADJUSTED
 HZ0778  ______________________________________________________________________
 HZ0778  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 HZ0778  DYNAMIC HEIGHT  -        161.434 (meters)      529.64  (feet) COMP
 HZ0778  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 HZ0778
 HZ0778  VERT ORDER      -  FIRST     CLASS II
 HZ0778
 HZ0778.The horizontal coordinates were scaled from a map and have
 HZ0778.an estimated accuracy of +/- 6 seconds.
 HZ0778
 HZ0778.The orthometric height was determined by differential leveling and
 HZ0778.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0778.in June 1991.
 HZ0778
 HZ0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0778.GEOID18 height accuracy estimate available here.
 HZ0778
 HZ0778.Click photographs - Photos may exist for this station.
 HZ0778
 HZ0778.The dynamic height is computed by dividing the NAVD 88
 HZ0778.geopotential number by the normal gravity value computed on the
 HZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0778.degrees latitude (g = 980.6199 gals.).
 HZ0778
 HZ0778.The modeled gravity was interpolated from observed gravity values.
 HZ0778
 HZ0778;                    North         East    Units  Estimated Accuracy
 HZ0778;SPC IN E     -   412,650.      170,780.      MT  (+/- 180 meters Scaled)
 HZ0778
 HZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862148(NAD 83)
 HZ0778
 HZ0778                          SUPERSEDED SURVEY CONTROL
 HZ0778
 HZ0778  NGVD 29 (??/??/92)  161.740  (m)          530.64   (f) ADJ UNCH    1 2
 HZ0778
 HZ0778.Superseded values are not recommended for survey control.
 HZ0778
 HZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0778.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0778
 HZ0778_MARKER: DB = BENCH MARK DISK
 HZ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0778_STAMPING: F 319 1965
 HZ0778_MARK LOGO: CGS
 HZ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0778+STABILITY: SURFACE MOTION
 HZ0778
 HZ0778  HISTORY     - Date     Condition        Report By
 HZ0778  HISTORY     - 1965     MONUMENTED       CGS
 HZ0778  HISTORY     - 20080107 MARK NOT FOUND   PICI
 HZ0778
 HZ0778                          STATION DESCRIPTION
 HZ0778
 HZ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0778'1.1 MI N FROM RISING SUN.
 HZ0778'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 HZ0778'RISING SUN, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 56, IN
 HZ0778'SECTION 35, T 4 N, R 1 W, 31 FEET EAST OF THE CENTER LINE OF THE
 HZ0778'HIGHWAY, 101 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 HZ0778'145 FEET SOUTH OF THE SOUTHWEST CORNER OF A CEMENT BLOCK HOUSE,
 HZ0778'4 FEET SOUTH OF A FIRE HYDRANT, 18 FEET NORTHWEST OF A CEMENT
 HZ0778'FENCE CORNER POST, 1.9 FEET SOUTH OF A POWER POLE, 1.2 FEET EAST
 HZ0778'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HZ0778'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HZ0778'INCHES.
 HZ0778
 HZ0778                          STATION RECOVERY (2008)
 HZ0778
 HZ0778'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 HZ0778'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0401 ***********************************************************************
 LB0401  DESIGNATION -  F 32
 LB0401  PID         -  LB0401
 LB0401  STATE/COUNTY-  IN/HAMILTON
 LB0401  COUNTRY     -  US
 LB0401  USGS QUAD   -  WESTFIELD (2019)
 LB0401
 LB0401                         *CURRENT SURVEY CONTROL
 LB0401  ______________________________________________________________________
 LB0401* NAD 83(1986) POSITION- 40 03 25.     (N) 086 08 13.     (W)   SCALED
 LB0401* NAVD 88 ORTHO HEIGHT -   276.690 (meters)      907.77  (feet) ADJUSTED
 LB0401  ______________________________________________________________________
 LB0401  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 LB0401  DYNAMIC HEIGHT  -        276.537 (meters)      907.27  (feet) COMP
 LB0401  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 LB0401
 LB0401  VERT ORDER      -  SECOND    CLASS 0
 LB0401
 LB0401.The horizontal coordinates were scaled from a map and have
 LB0401.an estimated accuracy of +/- 6 seconds.
 LB0401
 LB0401.The orthometric height was determined by differential leveling and
 LB0401.adjusted by the NATIONAL GEODETIC SURVEY
 LB0401.in June 1991.
 LB0401
 LB0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0401.GEOID18 height accuracy estimate available here.
 LB0401
 LB0401.Click photographs - Photos may exist for this station.
 LB0401
 LB0401.The dynamic height is computed by dividing the NAVD 88
 LB0401.geopotential number by the normal gravity value computed on the
 LB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0401.degrees latitude (g = 980.6199 gals.).
 LB0401
 LB0401.The modeled gravity was interpolated from observed gravity values.
 LB0401
 LB0401;                    North         East    Units  Estimated Accuracy
 LB0401;SPC IN E     -   533,950.       59,880.      MT  (+/- 180 meters Scaled)
 LB0401
 LB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736344(NAD 83)
 LB0401
 LB0401                          SUPERSEDED SURVEY CONTROL
 LB0401
 LB0401  NGVD 29 (??/??/92)  276.806  (m)          908.15   (f) ADJ UNCH    2 0
 LB0401
 LB0401.Superseded values are not recommended for survey control.
 LB0401
 LB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0401.See file dsdata.pdf to determine how the superseded data were derived.
 LB0401
 LB0401_MARKER: DB = BENCH MARK DISK
 LB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0401_STAMPING: F 32 1934
 LB0401_MARK LOGO: CGS
 LB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0401+STABILITY: SURFACE MOTION
 LB0401
 LB0401  HISTORY     - Date     Condition        Report By
 LB0401  HISTORY     - 1934     MONUMENTED       CGS
 LB0401  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LB0401
 LB0401                          STATION DESCRIPTION
 LB0401
 LB0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0401'1.2 MI N FROM WESTFIELD.
 LB0401'1.2 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0401'RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 0.25 MILE
 LB0401'SOUTH OF MILEPOST B 162, AT THE CROSSING OF A GRAVEL ROAD LEADING
 LB0401'TO THE A.E. CHANCE HOUSE, 35.6 FEET SOUTH OF THE CENTER OF THE
 LB0401'JUNCTION OF A PRIVATE ROAD AND THE GRAVEL ROAD, AND 19.4 FEET
 LB0401'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED F 32 1934 AND
 LB0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0401'GROUND.
 LB0401
 LB0401                          STATION RECOVERY (1977)
 LB0401
 LB0401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1027 ***********************************************************************
 HZ1027  DESIGNATION -  F 320
 HZ1027  PID         -  HZ1027
 HZ1027  STATE/COUNTY-  IN/SWITZERLAND
 HZ1027  COUNTRY     -  US
 HZ1027  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1027
 HZ1027                         *CURRENT SURVEY CONTROL
 HZ1027  ______________________________________________________________________
 HZ1027* NAD 83(1986) POSITION- 38 44 30.     (N) 085 04 37.     (W)   SCALED
 HZ1027* NAVD 88 ORTHO HEIGHT -   148.212 (meters)      486.26  (feet) ADJUSTED
 HZ1027  ______________________________________________________________________
 HZ1027  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 HZ1027  DYNAMIC HEIGHT  -        148.117 (meters)      485.95  (feet) COMP
 HZ1027  MODELED GRAVITY -    979,985.7   (mgal)                       NAVD 88
 HZ1027
 HZ1027  VERT ORDER      -  FIRST     CLASS II
 HZ1027
 HZ1027.The horizontal coordinates were scaled from a map and have
 HZ1027.an estimated accuracy of +/- 6 seconds.
 HZ1027
 HZ1027.The orthometric height was determined by differential leveling and
 HZ1027.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1027.in June 1991.
 HZ1027
 HZ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1027.GEOID18 height accuracy estimate available here.
 HZ1027
 HZ1027.Click photographs - Photos may exist for this station.
 HZ1027
 HZ1027.The dynamic height is computed by dividing the NAVD 88
 HZ1027.geopotential number by the normal gravity value computed on the
 HZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1027.degrees latitude (g = 980.6199 gals.).
 HZ1027
 HZ1027.The modeled gravity was interpolated from observed gravity values.
 HZ1027
 HZ1027;                    North         East    Units  Estimated Accuracy
 HZ1027;SPC IN E     -   387,980.      151,270.      MT  (+/- 180 meters Scaled)
 HZ1027
 HZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH671898(NAD 83)
 HZ1027
 HZ1027                          SUPERSEDED SURVEY CONTROL
 HZ1027
 HZ1027  NGVD 29 (??/??/92)  148.397  (m)          486.87   (f) ADJ UNCH    1 2
 HZ1027
 HZ1027.Superseded values are not recommended for survey control.
 HZ1027
 HZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1027.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1027
 HZ1027_MARKER: DB = BENCH MARK DISK
 HZ1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1027_SP_SET: BUILDING
 HZ1027_STAMPING: F 320 1965
 HZ1027_MARK LOGO: CGS
 HZ1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1027
 HZ1027  HISTORY     - Date     Condition        Report By
 HZ1027  HISTORY     - 1965     MONUMENTED       CGS
 HZ1027  HISTORY     - 19910723 GOOD             USPSQD
 HZ1027
 HZ1027                          STATION DESCRIPTION
 HZ1027
 HZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1027'0.6 MI SW FROM VEVAY.
 HZ1027'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1027'AT VEVAY, IN SECTION 23, T 2 N, R 3 W, 139 FEET NORTHWEST OF THE
 HZ1027'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST BRICK
 HZ1027'FACE OF THE ELEMENTERY SCHOOL BUILDING, 1.8 FEET NORTHWEST OF THE
 HZ1027'SOUTH CORNER OF THE BUILDING, 29 1/2 FEET SOUTHEAST OF THE CENTER
 HZ1027'OF THE MORE SOUTHEASTERLY OF 2 ENTRANCES ON THE SOUTHWEST SIDE
 HZ1027'OF THE BUILDING, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 2 FEET
 HZ1027'ABOVE THE GROUND.
 HZ1027
 HZ1027                          STATION RECOVERY (1991)
 HZ1027
 HZ1027'RECOVERY NOTE BY US POWER SQUADRON 1991 (GAK)
 HZ1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1062 ***********************************************************************
 HZ1062  DESIGNATION -  F 321
 HZ1062  PID         -  HZ1062
 HZ1062  STATE/COUNTY-  IN/JEFFERSON
 HZ1062  COUNTRY     -  US
 HZ1062  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ1062
 HZ1062                         *CURRENT SURVEY CONTROL
 HZ1062  ______________________________________________________________________
 HZ1062* NAD 83(1986) POSITION- 38 45 36.     (N) 085 27 43.     (W)   SCALED
 HZ1062* NAVD 88 ORTHO HEIGHT -   247.279 (meters)      811.28  (feet) ADJUSTED
 HZ1062  ______________________________________________________________________
 HZ1062  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1062  DYNAMIC HEIGHT  -        247.116 (meters)      810.75  (feet) COMP
 HZ1062  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 HZ1062
 HZ1062  VERT ORDER      -  FIRST     CLASS II
 HZ1062
 HZ1062.This mark is at Madison Airport (IMS)
 HZ1062
 HZ1062.The horizontal coordinates were scaled from a map and have
 HZ1062.an estimated accuracy of +/- 6 seconds.
 HZ1062
 HZ1062.The orthometric height was determined by differential leveling and
 HZ1062.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1062.in June 1991.
 HZ1062
 HZ1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1062.GEOID18 height accuracy estimate available here.
 HZ1062
 HZ1062.Click photographs - Photos may exist for this station.
 HZ1062
 HZ1062.The dynamic height is computed by dividing the NAVD 88
 HZ1062.geopotential number by the normal gravity value computed on the
 HZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1062.degrees latitude (g = 980.6199 gals.).
 HZ1062
 HZ1062.The modeled gravity was interpolated from observed gravity values.
 HZ1062
 HZ1062;                    North         East    Units  Estimated Accuracy
 HZ1062;SPC IN E     -   389,870.      117,790.      MT  (+/- 180 meters Scaled)
 HZ1062
 HZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336912(NAD 83)
 HZ1062
 HZ1062                          SUPERSEDED SURVEY CONTROL
 HZ1062
 HZ1062  NGVD 29 (??/??/92)  247.443  (m)          811.82   (f) ADJ UNCH    1 2
 HZ1062
 HZ1062.Superseded values are not recommended for survey control.
 HZ1062
 HZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1062.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1062
 HZ1062_MARKER: DB = BENCH MARK DISK
 HZ1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1062_SP_SET: FOUNDATION
 HZ1062_STAMPING: F 321 1965
 HZ1062_MARK LOGO: CGS
 HZ1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1062
 HZ1062  HISTORY     - Date     Condition        Report By
 HZ1062  HISTORY     - 1965     MONUMENTED       CGS
 HZ1062
 HZ1062                          STATION DESCRIPTION
 HZ1062
 HZ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1062'6.4 MI NW FROM MADISON.
 HZ1062'4.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1062'COURTHOUSE AT MADISON, THENCE 1.1 MILES NORTH ALONG STATE
 HZ1062'HIGHWAY 107, THENCE 0.35 MILE WEST ALONG ROAD 100 N, THENCE 0.55
 HZ1062'MILE NORTH ALONG ROAD 375 W, THENCE 0.3 MILE WEST ALONG AN ACCESS
 HZ1062'ROAD TO THE MADISON MUNICIPAL AIRPORT, SET IN THE TOP OF THE
 HZ1062'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE MOST
 HZ1062'SOUTHWESTERLY HANGER, 1 FOOT EAST OF THE NORTHWEST CORNER OF
 HZ1062'THE HANGER, ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1618 ***********************************************************************
 HZ1618  DESIGNATION -  F 322
 HZ1618  PID         -  HZ1618
 HZ1618  STATE/COUNTY-  IN/CLARK
 HZ1618  COUNTRY     -  US
 HZ1618  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1618
 HZ1618                         *CURRENT SURVEY CONTROL
 HZ1618  ______________________________________________________________________
 HZ1618* NAD 83(1986) POSITION- 38 24 08.     (N) 085 38 10.     (W)   SCALED
 HZ1618* NAVD 88 ORTHO HEIGHT -   186.083 (meters)      610.51  (feet) ADJUSTED
 HZ1618  ______________________________________________________________________
 HZ1618  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 HZ1618  DYNAMIC HEIGHT  -        185.959 (meters)      610.10  (feet) COMP
 HZ1618  MODELED GRAVITY -    979,961.3   (mgal)                       NAVD 88
 HZ1618
 HZ1618  VERT ORDER      -  FIRST     CLASS II
 HZ1618
 HZ1618.The horizontal coordinates were scaled from a map and have
 HZ1618.an estimated accuracy of +/- 6 seconds.
 HZ1618
 HZ1618.The orthometric height was determined by differential leveling and
 HZ1618.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1618.in June 1991.
 HZ1618
 HZ1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1618.GEOID18 height accuracy estimate available here.
 HZ1618
 HZ1618.Click photographs - Photos may exist for this station.
 HZ1618
 HZ1618.The dynamic height is computed by dividing the NAVD 88
 HZ1618.geopotential number by the normal gravity value computed on the
 HZ1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1618.degrees latitude (g = 980.6199 gals.).
 HZ1618
 HZ1618.The modeled gravity was interpolated from observed gravity values.
 HZ1618
 HZ1618;                    North         East    Units  Estimated Accuracy
 HZ1618;SPC IN E     -   350,140.      102,670.      MT  (+/- 180 meters Scaled)
 HZ1618
 HZ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH190513(NAD 83)
 HZ1618
 HZ1618                          SUPERSEDED SURVEY CONTROL
 HZ1618
 HZ1618  NGVD 29 (??/??/92)  186.239  (m)          611.02   (f) ADJ UNCH    1 2
 HZ1618
 HZ1618.Superseded values are not recommended for survey control.
 HZ1618
 HZ1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1618.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1618
 HZ1618_MARKER: DB = BENCH MARK DISK
 HZ1618_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1618_STAMPING: F 322 1965
 HZ1618_MARK LOGO: CGS
 HZ1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1618+STABILITY: POSITION/ELEVATION WELL
 HZ1618
 HZ1618  HISTORY     - Date     Condition        Report By
 HZ1618  HISTORY     - 1965     MONUMENTED       CGS
 HZ1618
 HZ1618                          STATION DESCRIPTION
 HZ1618
 HZ1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1618'3 MI SE FROM CHARLESTOWN.
 HZ1618'ABOUT 3 MILES SOUTHEAST ALONG NORTH PATROL ROAD FROM THE JUNCTION
 HZ1618'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, ON THE U.S. MILITARY
 HZ1618'RESERVATION, INDIANA ARSENAL, 70 FEET SOUTHEAST OF THE CENTER
 HZ1618'LINE OF THE ROAD, SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP,
 HZ1618'199 FEET NORTHEAST OF THE CENTER OF GATE 77-I, 111 FEET
 HZ1618'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, ABOUT 2
 HZ1618'FEET BELOW THE LEVEL OF THE ROAD, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0453 ***********************************************************************
 JA0453  DESIGNATION -  F 324
 JA0453  PID         -  JA0453
 JA0453  STATE/COUNTY-  IN/HARRISON
 JA0453  COUNTRY     -  US
 JA0453  USGS QUAD   -  LACONIA (2019)
 JA0453
 JA0453                         *CURRENT SURVEY CONTROL
 JA0453  ______________________________________________________________________
 JA0453* NAD 83(2011) POSITION- 38 01 56.57427(N) 086 06 18.42464(W)   ADJUSTED
 JA0453* NAD 83(2011) ELLIP HT-   153.655 (meters)        (10/06/17)   ADJUSTED
 JA0453* NAD 83(2011) EPOCH   -  2010.00
 JA0453* NAVD 88 ORTHO HEIGHT -   186.589 (meters)      612.17  (feet) ADJUSTED
 JA0453  ______________________________________________________________________
 JA0453  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 JA0453  NAD 83(2011) X  -    341,691.516 (meters)                     COMP
 JA0453  NAD 83(2011) Y  - -5,018,718.381 (meters)                     COMP
 JA0453  NAD 83(2011) Z  -  3,908,370.333 (meters)                     COMP
 JA0453  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 JA0453  DYNAMIC HEIGHT  -        186.456 (meters)      611.73  (feet) COMP
 JA0453  MODELED GRAVITY -    979,916.6   (mgal)                       NAVD 88
 JA0453
 JA0453  VERT ORDER      -  FIRST     CLASS II
 JA0453
 JA0453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0453  Standards:
 JA0453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0453  -------------------------------------------------------------------
 JA0453  NETWORK    0.50   1.27           0.22   0.19   0.65      0.06409860
 JA0453  -------------------------------------------------------------------
 JA0453  Click here for local accuracies and other accuracy information.
 JA0453
 JA0453.The horizontal coordinates were established by GPS observations
 JA0453.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 JA0453
 JA0453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0453.been affixed to the stable North American tectonic plate. See 
 JA0453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0453
 JA0453.The horizontal coordinates are valid at the epoch date displayed above
 JA0453.which is a decimal equivalence of Year/Month/Day.
 JA0453
 JA0453.The orthometric height was determined by differential leveling and
 JA0453.adjusted by the NATIONAL GEODETIC SURVEY
 JA0453.in June 1991.
 JA0453
 JA0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0453.GEOID18 height accuracy estimate available here.
 JA0453
 JA0453.Click photographs - Photos may exist for this station.
 JA0453
 JA0453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0453
 JA0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0453
 JA0453.The ellipsoidal height was determined by GPS observations
 JA0453.and is referenced to NAD 83.
 JA0453
 JA0453.The dynamic height is computed by dividing the NAVD 88
 JA0453.geopotential number by the normal gravity value computed on the
 JA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0453.degrees latitude (g = 980.6199 gals.).
 JA0453
 JA0453.The modeled gravity was interpolated from observed gravity values.
 JA0453
 JA0453. The following values were computed from the NAD 83(2011) position.
 JA0453
 JA0453;                    North         East     Units Scale Factor Converg.
 JA0453;SPC IN E     -   309,178.917    61,507.876   MT  0.99998491   -0 16 12.5
 JA0453;SPC IN E     - 1,014,364.50    201,797.09   sFT  0.99998491   -0 16 12.5
 JA0453;UTM  16      - 4,209,785.727   578,534.469   MT  0.99967596   +0 33 04.9
 JA0453
 JA0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0453!SPC IN E     -   0.99997589  x   0.99998491  =   0.99996080
 JA0453!UTM  16      -   0.99997589  x   0.99967596  =   0.99965186
 JA0453
 JA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7853409785(NAD 83)
 JA0453
 JA0453                          SUPERSEDED SURVEY CONTROL
 JA0453
 JA0453  NGVD 29 (??/??/92)  186.708  (m)          612.56   (f) ADJ UNCH    1 2
 JA0453
 JA0453.Superseded values are not recommended for survey control.
 JA0453
 JA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0453.See file dsdata.pdf to determine how the superseded data were derived.
 JA0453
 JA0453_MARKER: DB = BENCH MARK DISK
 JA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0453_STAMPING: F 324 1965
 JA0453_MARK LOGO: CGS
 JA0453_PROJECTION: RECESSED 12 CENTIMETERS
 JA0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0453+STABILITY: SURFACE MOTION
 JA0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0453+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2013
 JA0453
 JA0453  HISTORY     - Date     Condition        Report By
 JA0453  HISTORY     - 1965     MONUMENTED       CGS
 JA0453  HISTORY     - 20110706 GOOD             INDIV
 JA0453  HISTORY     - 20130718 GOOD             INDOT
 JA0453
 JA0453                          STATION DESCRIPTION
 JA0453
 JA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0453'1 MI W FROM LACONIA.
 JA0453'1.0 MILE WEST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0453'LACONIA, ON PROPERTY BELONGING TO GERALD FAITH, IN SECTION 31,
 JA0453'T 5 S, R 4 E, 69 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 67
 JA0453'FEET NORTHEAST OF THE CORNER OF A HOUSE, 33 FEET EAST OF THE
 JA0453'CENTER LINE OF A PRIVATE DRIVEWAY, 1 1/2 FEET WEST OF A FENCE,
 JA0453'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA0453'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 JA0453'BELOW THE HIGHWAY.
 JA0453
 JA0453                          STATION RECOVERY (2011)
 JA0453
 JA0453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0453'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JA0453
 JA0453                          STATION RECOVERY (2013)
 JA0453
 JA0453'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0453'GENERAL DESCRIPTION AND TO REACH NARRATIVE ARE ADEQUATE.
 JA0453'
 JA0453'MARK IS BURIED 0.4 FT (12 CM) DEEP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1107 ***********************************************************************
 HA1107  DESIGNATION -  F 325
 HA1107  PID         -  HA1107
 HA1107  STATE/COUNTY-  IN/VANDERBURGH
 HA1107  COUNTRY     -  US
 HA1107  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1107
 HA1107                         *CURRENT SURVEY CONTROL
 HA1107  ______________________________________________________________________
 HA1107* NAD 83(1986) POSITION- 37 57 13.     (N) 087 36 57.     (W)   SCALED
 HA1107* NAVD 88 ORTHO HEIGHT -   117.374 (meters)      385.08  (feet) ADJUSTED
 HA1107  ______________________________________________________________________
 HA1107  GEOID HEIGHT    -        -30.940 (meters)                     GEOID18
 HA1107  DYNAMIC HEIGHT  -        117.293 (meters)      384.82  (feet) COMP
 HA1107  MODELED GRAVITY -    979,935.7   (mgal)                       NAVD 88
 HA1107
 HA1107  VERT ORDER      -  FIRST     CLASS II
 HA1107
 HA1107.The horizontal coordinates were scaled from a map and have
 HA1107.an estimated accuracy of +/- 6 seconds.
 HA1107
 HA1107.The orthometric height was determined by differential leveling and
 HA1107.adjusted by the NATIONAL GEODETIC SURVEY
 HA1107.in June 1991.
 HA1107
 HA1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1107.GEOID18 height accuracy estimate available here.
 HA1107
 HA1107.Click photographs - Photos may exist for this station.
 HA1107
 HA1107.The dynamic height is computed by dividing the NAVD 88
 HA1107.geopotential number by the normal gravity value computed on the
 HA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1107.degrees latitude (g = 980.6199 gals.).
 HA1107
 HA1107.The modeled gravity was interpolated from observed gravity values.
 HA1107
 HA1107;                    North         East    Units  Estimated Accuracy
 HA1107;SPC IN W     -   300,480.      853,200.      MT  (+/- 180 meters Scaled)
 HA1107
 HA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH458008(NAD 83)
 HA1107
 HA1107                          SUPERSEDED SURVEY CONTROL
 HA1107
 HA1107  NGVD 29 (??/??/92)  117.469  (m)          385.40   (f) ADJ UNCH    1 2
 HA1107
 HA1107.Superseded values are not recommended for survey control.
 HA1107
 HA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1107.See file dsdata.pdf to determine how the superseded data were derived.
 HA1107
 HA1107_MARKER: DB = BENCH MARK DISK
 HA1107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1107_SP_SET: FLOOD GATE
 HA1107_STAMPING: F 325 1965
 HA1107_MARK LOGO: CGS
 HA1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1107+STABILITY: SURFACE MOTION
 HA1107
 HA1107  HISTORY     - Date     Condition        Report By
 HA1107  HISTORY     - 1965     MONUMENTED       CGS
 HA1107
 HA1107                          STATION DESCRIPTION
 HA1107
 HA1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1107'4.4 MI SW FROM EVANSVILLE.
 HA1107'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1107'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1107'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1107'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES SOUTH
 HA1107'ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG WEST
 HA1107'BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE,
 HA1107'THENCE 0.3 MILE SOUTHWEST ALONG OLD HENDERSON ROAD, IN SECTION
 HA1107'34, T 6 S, R 11 W, 0.2 MILE SOUTHWEST OF A STEEL GIRDER OVERPASS
 HA1107'AT THE LOUISVILLE AND NASHVILLE RAILROAD YARD, 167 FEET NORTHWEST
 HA1107'OF THE CENTER LINE OF OLD HENDERSON ROAD, 8 1/2 FEET SOUTHEAST
 HA1107'OF THE SOUTHEAST RAIL OF A SET OF 7 TRACKS, SET IN THE TOP OF THE
 HA1107'NORTHEAST END OF A CONCRETE FLOOD GATE GUIDE, 21 1/2 FEET NORTH
 HA1107'OF A TELEPHONE POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND,
 HA1107'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0710 ***********************************************************************
 HA0710  DESIGNATION -  F 326
 HA0710  PID         -  HA0710
 HA0710  STATE/COUNTY-  IN/WARRICK
 HA0710  COUNTRY     -  US
 HA0710  USGS QUAD   -  NEWBURGH (2019)
 HA0710
 HA0710                         *CURRENT SURVEY CONTROL
 HA0710  ______________________________________________________________________
 HA0710* NAD 83(1986) POSITION- 37 57 05.     (N) 087 25 42.     (W)   SCALED
 HA0710* NAVD 88 ORTHO HEIGHT -   120.255 (meters)      394.54  (feet) ADJUSTED
 HA0710  ______________________________________________________________________
 HA0710  GEOID HEIGHT    -        -31.075 (meters)                     GEOID18
 HA0710  DYNAMIC HEIGHT  -        120.173 (meters)      394.27  (feet) COMP
 HA0710  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 HA0710
 HA0710  VERT ORDER      -  FIRST     CLASS II
 HA0710
 HA0710.The horizontal coordinates were scaled from a map and have
 HA0710.an estimated accuracy of +/- 6 seconds.
 HA0710
 HA0710.The orthometric height was determined by differential leveling and
 HA0710.adjusted by the NATIONAL GEODETIC SURVEY
 HA0710.in June 1991.
 HA0710
 HA0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0710.GEOID18 height accuracy estimate available here.
 HA0710
 HA0710.Click photographs - Photos may exist for this station.
 HA0710
 HA0710.The dynamic height is computed by dividing the NAVD 88
 HA0710.geopotential number by the normal gravity value computed on the
 HA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0710.degrees latitude (g = 980.6199 gals.).
 HA0710
 HA0710.The modeled gravity was interpolated from observed gravity values.
 HA0710
 HA0710;                    North         East    Units  Estimated Accuracy
 HA0710;SPC IN W     -   300,160.      869,680.      MT  (+/- 180 meters Scaled)
 HA0710
 HA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH623005(NAD 83)
 HA0710
 HA0710                          SUPERSEDED SURVEY CONTROL
 HA0710
 HA0710  NGVD 29 (??/??/92)  120.344  (m)          394.83   (f) ADJ UNCH    1 2
 HA0710
 HA0710.Superseded values are not recommended for survey control.
 HA0710
 HA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0710.See file dsdata.pdf to determine how the superseded data were derived.
 HA0710
 HA0710_MARKER: DB = BENCH MARK DISK
 HA0710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HA0710+WITH SETTING: INFORMATION.
 HA0710_STAMPING: E 326 1965
 HA0710_MARK LOGO: CGS
 HA0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0710+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 HA0710
 HA0710  HISTORY     - Date     Condition        Report By
 HA0710  HISTORY     - 1965     MONUMENTED       CGS
 HA0710  HISTORY     - 20110214 GOOD             GEOCAC
 HA0710  HISTORY     - 20230829 GOOD             INDOT
 HA0710
 HA0710                          STATION DESCRIPTION
 HA0710
 HA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0710'1.8 MI W FROM NEWBURGH.
 HA0710'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0710'DAM NUMBER 47 AT NEWBURGH, IN SECTION 33, T 6 S, R 9 W, AT THE
 HA0710'EAST END OF A BANK CUT, 27 FEET NORTH OF THE CENTER LINE OF THE
 HA0710'HIGHWAY, 114 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 HA0710'LEADING NORTH TO THE J.E. ALLEN RESIDENCE, 20 FEET EAST OF A
 HA0710'15-INCH OAK TREE, 12 1/2 FEET SOUTH OF AND DOWNHILL FROM A
 HA0710'26-INCH HICKORY TREE, 7 FEET WEST OF TELEPHONE POLE NUMBER
 HA0710'364, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 HA0710'ABOVE THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 HA0710'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 HA0710'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 7 INCHES.
 HA0710
 HA0710                          STATION RECOVERY (2011)
 HA0710
 HA0710'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0710'MARK RECOVERED IN GOOD CONDITION.
 HA0710
 HA0710                          STATION RECOVERY (2023)
 HA0710
 HA0710'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0622 ***********************************************************************
 JA0622  DESIGNATION -  F 327
 JA0622  PID         -  JA0622
 JA0622  STATE/COUNTY-  IN/PERRY
 JA0622  COUNTRY     -  US
 JA0622  USGS QUAD   -  BRANCHVILLE (2019)
 JA0622
 JA0622                         *CURRENT SURVEY CONTROL
 JA0622  ______________________________________________________________________
 JA0622* NAD 83(1986) POSITION- 38 08 36.     (N) 086 30 19.     (W)   SCALED
 JA0622* NAVD 88 ORTHO HEIGHT -   241.363 (meters)      791.87  (feet) ADJUSTED
 JA0622  ______________________________________________________________________
 JA0622  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 JA0622  DYNAMIC HEIGHT  -        241.189 (meters)      791.30  (feet) COMP
 JA0622  MODELED GRAVITY -    979,904.8   (mgal)                       NAVD 88
 JA0622
 JA0622  VERT ORDER      -  FIRST     CLASS II
 JA0622
 JA0622.The horizontal coordinates were scaled from a map and have
 JA0622.an estimated accuracy of +/- 6 seconds.
 JA0622
 JA0622.The orthometric height was determined by differential leveling and
 JA0622.adjusted by the NATIONAL GEODETIC SURVEY
 JA0622.in June 1991.
 JA0622
 JA0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0622.GEOID18 height accuracy estimate available here.
 JA0622
 JA0622.Click photographs - Photos may exist for this station.
 JA0622
 JA0622.The dynamic height is computed by dividing the NAVD 88
 JA0622.geopotential number by the normal gravity value computed on the
 JA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0622.degrees latitude (g = 980.6199 gals.).
 JA0622
 JA0622.The modeled gravity was interpolated from observed gravity values.
 JA0622
 JA0622;                    North         East    Units  Estimated Accuracy
 JA0622;SPC IN W     -   321,560.      950,670.      MT  (+/- 180 meters Scaled)
 JA0622
 JA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433218(NAD 83)
 JA0622
 JA0622                          SUPERSEDED SURVEY CONTROL
 JA0622
 JA0622  NGVD 29 (??/??/92)  241.464  (m)          792.20   (f) ADJ UNCH    1 2
 JA0622
 JA0622.Superseded values are not recommended for survey control.
 JA0622
 JA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0622.See file dsdata.pdf to determine how the superseded data were derived.
 JA0622
 JA0622_MARKER: DB = BENCH MARK DISK
 JA0622_SETTING: 66 = SET IN ROCK OUTCROP
 JA0622_STAMPING: F 327 1965
 JA0622_MARK LOGO: CGS
 JA0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0622+STABILITY: POSITION/ELEVATION WELL
 JA0622
 JA0622  HISTORY     - Date     Condition        Report By
 JA0622  HISTORY     - 1965     MONUMENTED       CGS
 JA0622
 JA0622                          STATION DESCRIPTION
 JA0622
 JA0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0622'6.8 MI S FROM SULPHUR.
 JA0622'ABOUT 6.85 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST
 JA0622'OFFICE AT SULPHUR, IN SECTION 27, T 4 S, R 1 W, 49 FEET NORTH
 JA0622'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 JA0622'OUTCROP, 6 FEET NORTHEAST OF A 6-INCH OAK TREE BEARING A WITNESS
 JA0622'SHIELD ON THE NORTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0544 ***********************************************************************
 JA0544  DESIGNATION -  F 328
 JA0544  PID         -  JA0544
 JA0544  STATE/COUNTY-  IN/DUBOIS
 JA0544  COUNTRY     -  US
 JA0544  USGS QUAD   -  BIRDSEYE (2019)
 JA0544
 JA0544                         *CURRENT SURVEY CONTROL
 JA0544  ______________________________________________________________________
 JA0544* NAD 83(1986) POSITION- 38 19 15.6    (N) 086 41 05.9    (W)   HD_HELD2
 JA0544* NAVD 88 ORTHO HEIGHT -   229.911 (meters)      754.30  (feet) ADJUSTED
 JA0544  ______________________________________________________________________
 JA0544  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 JA0544  DYNAMIC HEIGHT  -        229.754 (meters)      753.78  (feet) COMP
 JA0544  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 JA0544
 JA0544  VERT ORDER      -  FIRST     CLASS II
 JA0544
 JA0544.The horizontal coordinates were established by autonomous hand held GPS
 JA0544.observations and have an estimated accuracy of +/- 10 meters.
 JA0544
 JA0544.The orthometric height was determined by differential leveling and
 JA0544.adjusted by the NATIONAL GEODETIC SURVEY
 JA0544.in June 1991.
 JA0544
 JA0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0544.GEOID18 height accuracy estimate available here.
 JA0544
 JA0544.Click photographs - Photos may exist for this station.
 JA0544
 JA0544.The dynamic height is computed by dividing the NAVD 88
 JA0544.geopotential number by the normal gravity value computed on the
 JA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0544.degrees latitude (g = 980.6199 gals.).
 JA0544
 JA0544.The modeled gravity was interpolated from observed gravity values.
 JA0544
 JA0544;                    North         East    Units  Estimated Accuracy
 JA0544;SPC IN W     -   341,199.      934,835.      MT  (+/- 10 meters HH2 GPS)
 JA0544
 JA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2753741478(NAD 83)
 JA0544
 JA0544                          SUPERSEDED SURVEY CONTROL
 JA0544
 JA0544  NGVD 29 (??/??/92)  230.020  (m)          754.66   (f) ADJ UNCH    1 2
 JA0544
 JA0544.Superseded values are not recommended for survey control.
 JA0544
 JA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0544.See file dsdata.pdf to determine how the superseded data were derived.
 JA0544
 JA0544_MARKER: DB = BENCH MARK DISK
 JA0544_SETTING: 66 = SET IN ROCK OUTCROP
 JA0544_STAMPING: F 328 1965
 JA0544_MARK LOGO: CGS
 JA0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0544+STABILITY: POSITION/ELEVATION WELL
 JA0544
 JA0544  HISTORY     - Date     Condition        Report By
 JA0544  HISTORY     - 1965     MONUMENTED       CGS
 JA0544
 JA0544                          STATION DESCRIPTION
 JA0544
 JA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0544'0.7 MI NE FROM BIRDSEYE.
 JA0544'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0544'AT BIRDSEYE, THENCE 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY,
 JA0544'IN SECTION 25, T 2 S, R 3 W, 3 RAILS SOUTHWEST OF THE CENTER
 JA0544'OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 60 FEET
 JA0544'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 64, 73 FEET
 JA0544'NORTHWEST AND ACROSS THE ROAD AND TRACK FROM A 13-INCH WALNUT
 JA0544'TREE, 18 1/2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 31-B, 10 1/2
 JA0544'FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 2 1/2 FEET ABOVE THE
 JA0544'LEVEL OF THE TRACK, AND SET IN THE TOP OF THE SOUTHEAST EDGE OF
 JA0544'A SANDSTONE ROCK OUTCROP IN THE NORTHWEST BANK OF A SHALLOW
 JA0544'ROCK CUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0635 ***********************************************************************
 JA0635  DESIGNATION -  F 329
 JA0635  PID         -  JA0635
 JA0635  STATE/COUNTY-  IN/SPENCER
 JA0635  COUNTRY     -  US
 JA0635  USGS QUAD   -  FULDA (2019)
 JA0635
 JA0635                         *CURRENT SURVEY CONTROL
 JA0635  ______________________________________________________________________
 JA0635* NAD 83(1986) POSITION- 38 00 02.     (N) 086 49 26.     (W)   SCALED
 JA0635* NAVD 88 ORTHO HEIGHT -   122.398 (meters)      401.57  (feet) ADJUSTED
 JA0635  ______________________________________________________________________
 JA0635  GEOID HEIGHT    -        -31.895 (meters)                     GEOID18
 JA0635  DYNAMIC HEIGHT  -        122.314 (meters)      401.29  (feet) COMP
 JA0635  MODELED GRAVITY -    979,940.3   (mgal)                       NAVD 88
 JA0635
 JA0635  VERT ORDER      -  FIRST     CLASS II
 JA0635
 JA0635.The horizontal coordinates were scaled from a map and have
 JA0635.an estimated accuracy of +/- 6 seconds.
 JA0635
 JA0635.The orthometric height was determined by differential leveling and
 JA0635.adjusted by the NATIONAL GEODETIC SURVEY
 JA0635.in June 1991.
 JA0635
 JA0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0635.GEOID18 height accuracy estimate available here.
 JA0635
 JA0635.Click photographs - Photos may exist for this station.
 JA0635
 JA0635.The dynamic height is computed by dividing the NAVD 88
 JA0635.geopotential number by the normal gravity value computed on the
 JA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0635.degrees latitude (g = 980.6199 gals.).
 JA0635
 JA0635.The modeled gravity was interpolated from observed gravity values.
 JA0635
 JA0635;                    North         East    Units  Estimated Accuracy
 JA0635;SPC IN W     -   305,590.      922,790.      MT  (+/- 180 meters Scaled)
 JA0635
 JA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH154058(NAD 83)
 JA0635
 JA0635                          SUPERSEDED SURVEY CONTROL
 JA0635
 JA0635  NGVD 29 (??/??/92)  122.507  (m)          401.93   (f) ADJ UNCH    1 2
 JA0635
 JA0635.Superseded values are not recommended for survey control.
 JA0635
 JA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0635.See file dsdata.pdf to determine how the superseded data were derived.
 JA0635
 JA0635_MARKER: DB = BENCH MARK DISK
 JA0635_SETTING: 66 = SET IN ROCK OUTCROP
 JA0635_STAMPING: J 329 1965
 JA0635_MARK LOGO: CGS
 JA0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0635+STABILITY: POSITION/ELEVATION WELL
 JA0635
 JA0635  HISTORY     - Date     Condition        Report By
 JA0635  HISTORY     - 1965     MONUMENTED       CGS
 JA0635
 JA0635                          STATION DESCRIPTION
 JA0635
 JA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0635'1.1 MI NW FROM TROY.
 JA0635'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0635'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 14, T 6 S, R 4 W, 250
 JA0635'FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO A BARN ON THE
 JA0635'NORTH SIDE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER LINE OF
 JA0635'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 108 1/2 FEET
 JA0635'NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A
 JA0635'FRAME HOUSE, 93 1/2 FEET NORTH AND ACROSS THE HIGHWAY FROM A
 JA0635'POWER POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0551 ***********************************************************************
 HA0551  DESIGNATION -  F 329
 HA0551  PID         -  HA0551
 HA0551  STATE/COUNTY-  IN/SPENCER
 HA0551  COUNTRY     -  US
 HA0551  USGS QUAD   -  LEWISPORT (2019)
 HA0551
 HA0551                         *CURRENT SURVEY CONTROL
 HA0551  ______________________________________________________________________
 HA0551* NAD 83(1986) POSITION- 37 57 11.3    (N) 086 56 23.8    (W)   HD_HELD2
 HA0551* NAVD 88 ORTHO HEIGHT -   121.660 (meters)      399.15  (feet) ADJUSTED
 HA0551  ______________________________________________________________________
 HA0551  GEOID HEIGHT    -        -31.473 (meters)                     GEOID18
 HA0551  DYNAMIC HEIGHT  -        121.578 (meters)      398.88  (feet) COMP
 HA0551  MODELED GRAVITY -    979,952.5   (mgal)                       NAVD 88
 HA0551
 HA0551  VERT ORDER      -  FIRST     CLASS II
 HA0551
 HA0551.The horizontal coordinates were established by autonomous hand held GPS
 HA0551.observations and have an estimated accuracy of +/- 10 meters.
 HA0551
 HA0551.The orthometric height was determined by differential leveling and
 HA0551.adjusted by the NATIONAL GEODETIC SURVEY
 HA0551.in June 1991.
 HA0551
 HA0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0551.GEOID18 height accuracy estimate available here.
 HA0551
 HA0551.Click photographs - Photos may exist for this station.
 HA0551
 HA0551.The dynamic height is computed by dividing the NAVD 88
 HA0551.geopotential number by the normal gravity value computed on the
 HA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0551.degrees latitude (g = 980.6199 gals.).
 HA0551
 HA0551.The modeled gravity was interpolated from observed gravity values.
 HA0551
 HA0551;                    North         East    Units  Estimated Accuracy
 HA0551;SPC IN W     -   300,303.      912,602.      MT  (+/- 10 meters HH2 GPS)
 HA0551
 HA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0527600617(NAD 83)
 HA0551
 HA0551                          SUPERSEDED SURVEY CONTROL
 HA0551
 HA0551  NGVD 29 (??/??/92)  121.768  (m)          399.50   (f) ADJ UNCH    1 2
 HA0551
 HA0551.Superseded values are not recommended for survey control.
 HA0551
 HA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0551.See file dsdata.pdf to determine how the superseded data were derived.
 HA0551
 HA0551_MARKER: DB = BENCH MARK DISK
 HA0551_SETTING: 66 = SET IN ROCK OUTCROP
 HA0551_STAMPING: F 329 1965
 HA0551_MARK LOGO: CGS
 HA0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0551+STABILITY: POSITION/ELEVATION WELL
 HA0551
 HA0551  HISTORY     - Date     Condition        Report By
 HA0551  HISTORY     - 1965     MONUMENTED       CGS
 HA0551  HISTORY     - 20111215 GOOD             GEOCAC
 HA0551
 HA0551                          STATION DESCRIPTION
 HA0551
 HA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0551'3 MI NE FROM GRANDVIEW.
 HA0551'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0551'OFFICE AT GRANDVIEW, IN SECTION 35, T 6 S, R 5 W, 37 FEET NORTH OF
 HA0551'THE CENTER LINE OF THE HIGHWAY, 131 FEET WEST OF THE WEST END OF THE
 HA0551'NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT, SET IN THE TOP OF
 HA0551'THE NORTH SIDE OF A ROCK OUTCROP, 17 1/2 FEET SOUTHWEST AND DOWN
 HA0551'HILL FROM A FORKED MAPLE TREE, ABOUT 5 1/2 FEET ABOVE THE LEVEL
 HA0551'OF THE HIGHWAY.
 HA0551
 HA0551                          STATION RECOVERY (2011)
 HA0551
 HA0551'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0551'COORDINATES    N  37  57.188     W   086  56.396
 HA0551'THE MARK WAS FOUND BURIED UNDER AN INCH OF SOIL BUT IN OTHERWISE GOOD
 HA0551'CONDITION. THE MARK WAS LOCATED USING WRITTEN DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0889 ***********************************************************************
 KA0889  DESIGNATION -  F 33
 KA0889  PID         -  KA0889
 KA0889  STATE/COUNTY-  IN/MONTGOMERY
 KA0889  COUNTRY     -  US
 KA0889  USGS QUAD   -  ALAMO (2019)
 KA0889
 KA0889                         *CURRENT SURVEY CONTROL
 KA0889  ______________________________________________________________________
 KA0889* NAD 83(1986) POSITION- 39 53 02.     (N) 087 02 02.     (W)   SCALED
 KA0889* NAVD 88 ORTHO HEIGHT -   229.564 (meters)      753.16  (feet) ADJUSTED
 KA0889  ______________________________________________________________________
 KA0889  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 KA0889  DYNAMIC HEIGHT  -        229.436 (meters)      752.74  (feet) COMP
 KA0889  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA0889
 KA0889  VERT ORDER      -  SECOND    CLASS 0
 KA0889
 KA0889.The horizontal coordinates were scaled from a map and have
 KA0889.an estimated accuracy of +/- 6 seconds.
 KA0889
 KA0889.The orthometric height was determined by differential leveling and
 KA0889.adjusted by the NATIONAL GEODETIC SURVEY
 KA0889.in June 1991.
 KA0889
 KA0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0889.GEOID18 height accuracy estimate available here.
 KA0889
 KA0889.Click photographs - Photos may exist for this station.
 KA0889
 KA0889.The dynamic height is computed by dividing the NAVD 88
 KA0889.geopotential number by the normal gravity value computed on the
 KA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0889.degrees latitude (g = 980.6199 gals.).
 KA0889
 KA0889.The modeled gravity was interpolated from observed gravity values.
 KA0889
 KA0889;                    North         East    Units  Estimated Accuracy
 KA0889;SPC IN W     -   514,630.      904,230.      MT  (+/- 180 meters Scaled)
 KA0889
 KA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK971148(NAD 83)
 KA0889
 KA0889                          SUPERSEDED SURVEY CONTROL
 KA0889
 KA0889  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 KA0889
 KA0889.Superseded values are not recommended for survey control.
 KA0889
 KA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0889.See file dsdata.pdf to determine how the superseded data were derived.
 KA0889
 KA0889_MARKER: DB = BENCH MARK DISK
 KA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0889_STAMPING: F 33 1934
 KA0889_MARK LOGO: CGS
 KA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0889+STABILITY: SURFACE MOTION
 KA0889
 KA0889  HISTORY     - Date     Condition        Report By
 KA0889  HISTORY     - 1934     MONUMENTED       CGS
 KA0889  HISTORY     - 1946     GOOD             CGS
 KA0889
 KA0889                          STATION DESCRIPTION
 KA0889
 KA0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0889'0.6 MI NE FROM WAVELAND.
 KA0889'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0889'STATION AT WAVELAND, MONTGOMERY COUNTY, 575 FEET SOUTHWEST OF
 KA0889'MILEPOST 38, AT A PRIVATE-ROAD CROSSING, 24 FEET EAST OF THE
 KA0889'CENTER OF THE CROSSING, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 KA0889'21 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 KA0889'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 KA0889'DISK, STAMPED F 33 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0889'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0512 ***********************************************************************
 HA0512  DESIGNATION -  F 330
 HA0512  PID         -  HA0512
 HA0512  STATE/COUNTY-  IN/PERRY
 HA0512  COUNTRY     -  US
 HA0512  USGS QUAD   -  CANNELTON (2019)
 HA0512
 HA0512                         *CURRENT SURVEY CONTROL
 HA0512  ______________________________________________________________________
 HA0512* NAD 83(1986) POSITION- 37 56 18.     (N) 086 37 58.     (W)   SCALED
 HA0512* NAVD 88 ORTHO HEIGHT -   153.629 (meters)      504.03  (feet) ADJUSTED
 HA0512  ______________________________________________________________________
 HA0512  GEOID HEIGHT    -        -32.205 (meters)                     GEOID18
 HA0512  DYNAMIC HEIGHT  -        153.520 (meters)      503.67  (feet) COMP
 HA0512  MODELED GRAVITY -    979,915.4   (mgal)                       NAVD 88
 HA0512
 HA0512  VERT ORDER      -  FIRST     CLASS II
 HA0512
 HA0512.The horizontal coordinates were scaled from a map and have
 HA0512.an estimated accuracy of +/- 6 seconds.
 HA0512
 HA0512.The orthometric height was determined by differential leveling and
 HA0512.adjusted by the NATIONAL GEODETIC SURVEY
 HA0512.in June 1991.
 HA0512
 HA0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0512.GEOID18 height accuracy estimate available here.
 HA0512
 HA0512.Click photographs - Photos may exist for this station.
 HA0512
 HA0512.The dynamic height is computed by dividing the NAVD 88
 HA0512.geopotential number by the normal gravity value computed on the
 HA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0512.degrees latitude (g = 980.6199 gals.).
 HA0512
 HA0512.The modeled gravity was interpolated from observed gravity values.
 HA0512
 HA0512;                    North         East    Units  Estimated Accuracy
 HA0512;SPC IN W     -   298,750.      939,610.      MT  (+/- 180 meters Scaled)
 HA0512
 HA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG322990(NAD 83)
 HA0512
 HA0512                          SUPERSEDED SURVEY CONTROL
 HA0512
 HA0512  NGVD 29 (??/??/92)  153.735  (m)          504.38   (f) ADJ UNCH    1 2
 HA0512
 HA0512.Superseded values are not recommended for survey control.
 HA0512
 HA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0512.See file dsdata.pdf to determine how the superseded data were derived.
 HA0512
 HA0512_MARKER: DB = BENCH MARK DISK
 HA0512_SETTING: 66 = SET IN ROCK OUTCROP
 HA0512_STAMPING: F 330 1965
 HA0512_MARK LOGO: CGS
 HA0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0512+STABILITY: POSITION/ELEVATION WELL
 HA0512
 HA0512  HISTORY     - Date     Condition        Report By
 HA0512  HISTORY     - 1965     MONUMENTED       CGS
 HA0512  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0512
 HA0512                          STATION DESCRIPTION
 HA0512
 HA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0512'7.2 MI W FROM ROME.
 HA0512'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0512'AT ROME, THENCE 6.4 MILES WEST ALONG STATE HIGHWAY 66, OR ABOUT
 HA0512'8.75 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0512'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 4, T 7 S, R 2 W,
 HA0512'55 FEET SOUTHEAST OF THE CENTER OF A SHARP CURVE IN THE HIGHWAY,
 HA0512'46 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A NARROW BRIDGE, SET
 HA0512'IN THE TOP OF A ROCK OUTCROP, 12 FEET NORTH OF A 20-INCH TREE
 HA0512'BEARING A WITNESS SHIELD, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF
 HA0512'THE HIGHWAY.
 HA0512
 HA0512                          STATION RECOVERY (2023)
 HA0512
 HA0512'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0985 ***********************************************************************
 JA0985  DESIGNATION -  F 331
 JA0985  PID         -  JA0985
 JA0985  STATE/COUNTY-  IN/PIKE
 JA0985  COUNTRY     -  US
 JA0985  USGS QUAD   -  VELPEN (2019)
 JA0985
 JA0985                         *CURRENT SURVEY CONTROL
 JA0985  ______________________________________________________________________
 JA0985* NAD 83(1986) POSITION- 38 21 09.     (N) 087 05 41.     (W)   SCALED
 JA0985* NAVD 88 ORTHO HEIGHT -   143.330 (meters)      470.24  (feet) ADJUSTED
 JA0985  ______________________________________________________________________
 JA0985  GEOID HEIGHT    -        -32.101 (meters)                     GEOID18
 JA0985  DYNAMIC HEIGHT  -        143.235 (meters)      469.93  (feet) COMP
 JA0985  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 JA0985
 JA0985  VERT ORDER      -  FIRST     CLASS II
 JA0985
 JA0985.The horizontal coordinates were scaled from a map and have
 JA0985.an estimated accuracy of +/- 6 seconds.
 JA0985
 JA0985.The orthometric height was determined by differential leveling and
 JA0985.adjusted by the NATIONAL GEODETIC SURVEY
 JA0985.in June 1991.
 JA0985
 JA0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0985.GEOID18 height accuracy estimate available here.
 JA0985
 JA0985.Click photographs - Photos may exist for this station.
 JA0985
 JA0985.The dynamic height is computed by dividing the NAVD 88
 JA0985.geopotential number by the normal gravity value computed on the
 JA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0985.degrees latitude (g = 980.6199 gals.).
 JA0985
 JA0985.The modeled gravity was interpolated from observed gravity values.
 JA0985
 JA0985;                    North         East    Units  Estimated Accuracy
 JA0985;SPC IN W     -   344,620.      899,010.      MT  (+/- 180 meters Scaled)
 JA0985
 JA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH917449(NAD 83)
 JA0985
 JA0985                          SUPERSEDED SURVEY CONTROL
 JA0985
 JA0985  NGVD 29 (??/??/92)  143.444  (m)          470.62   (f) ADJ UNCH    1 2
 JA0985
 JA0985.Superseded values are not recommended for survey control.
 JA0985
 JA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0985.See file dsdata.pdf to determine how the superseded data were derived.
 JA0985
 JA0985_MARKER: DB = BENCH MARK DISK
 JA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0985_STAMPING: F 331 1965
 JA0985_MARK LOGO: CGS
 JA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0985+STABILITY: SURFACE MOTION
 JA0985
 JA0985  HISTORY     - Date     Condition        Report By
 JA0985  HISTORY     - 1965     MONUMENTED       CGS
 JA0985
 JA0985                          STATION DESCRIPTION
 JA0985
 JA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0985'7.8 MI E FROM WINSLOW.
 JA0985'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0985'OFFICE AT WINSLOW, THENCE 7.35 MILES EAST ALONG THE SOUTHERN
 JA0985'RAILWAY, OR ABOUT 8.9 MILES WEST ALONG THE SOUTHERN RAILWAY
 JA0985'FROM THE CITY POWER PLANT AND WATER COMPANY BUILDING AT
 JA0985'HUNTINGBURG, IN SECTION 8, T 2 S, R 6 W, 0.4 MILE EAST OF THE
 JA0985'CROSSING OF STATE HIGHWAY 257 AND THE RAILROAD, 0.1 MILE EAST OF
 JA0985'MILEPOST 190, 39 FEET NORTH OF THE NORTH RAIL, 20 FEET WEST OF
 JA0985'THE CENTER LINE OF A PRIVATE DRIVEWAY TO THE RUBEN MEHRINGER
 JA0985'FARM, 19 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 15 FEET
 JA0985'SOUTHWEST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 1.4 FEET WEST
 JA0985'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE RAILS, SET
 JA0985'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1035 ***********************************************************************
 JA1035  DESIGNATION -  F 332
 JA1035  PID         -  JA1035
 JA1035  STATE/COUNTY-  IN/GIBSON
 JA1035  COUNTRY     -  US
 JA1035  USGS QUAD   -  FRANCISCO (2019)
 JA1035
 JA1035                         *CURRENT SURVEY CONTROL
 JA1035  ______________________________________________________________________
 JA1035* NAD 83(1986) POSITION- 38 19 54.9    (N) 087 27 52.2    (W)   HD_HELD2
 JA1035* NAVD 88 ORTHO HEIGHT -   139.850 (meters)      458.82  (feet) ADJUSTED
 JA1035  ______________________________________________________________________
 JA1035  GEOID HEIGHT    -        -31.608 (meters)                     GEOID18
 JA1035  DYNAMIC HEIGHT  -        139.757 (meters)      458.52  (feet) COMP
 JA1035  MODELED GRAVITY -    979,962.1   (mgal)                       NAVD 88
 JA1035
 JA1035  VERT ORDER      -  FIRST     CLASS II
 JA1035
 JA1035.The horizontal coordinates were established by autonomous hand held GPS
 JA1035.observations and have an estimated accuracy of +/- 10 meters.
 JA1035
 JA1035.The orthometric height was determined by differential leveling and
 JA1035.adjusted by the NATIONAL GEODETIC SURVEY
 JA1035.in June 1991.
 JA1035
 JA1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1035.GEOID18 height accuracy estimate available here.
 JA1035
 JA1035.Click photographs - Photos may exist for this station.
 JA1035
 JA1035.The dynamic height is computed by dividing the NAVD 88
 JA1035.geopotential number by the normal gravity value computed on the
 JA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1035.degrees latitude (g = 980.6199 gals.).
 JA1035
 JA1035.The modeled gravity was interpolated from observed gravity values.
 JA1035
 JA1035;                    North         East    Units  Estimated Accuracy
 JA1035;SPC IN W     -   342,404.      866,674.      MT  (+/- 10 meters HH2 GPS)
 JA1035
 JA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5940242744(NAD 83)
 JA1035
 JA1035                          SUPERSEDED SURVEY CONTROL
 JA1035
 JA1035  NGVD 29 (??/??/92)  139.987  (m)          459.27   (f) ADJ UNCH    1 2
 JA1035
 JA1035.Superseded values are not recommended for survey control.
 JA1035
 JA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1035.See file dsdata.pdf to determine how the superseded data were derived.
 JA1035
 JA1035_MARKER: DB = BENCH MARK DISK
 JA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1035_STAMPING: F 332 1965
 JA1035_MARK LOGO: CGS
 JA1035_PROJECTION: FLUSH
 JA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1035+STABILITY: SURFACE MOTION
 JA1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1035+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2015
 JA1035
 JA1035  HISTORY     - Date     Condition        Report By
 JA1035  HISTORY     - 1965     MONUMENTED       CGS
 JA1035  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JA1035  HISTORY     - 20150404 GOOD             GEOCAC
 JA1035
 JA1035                          STATION DESCRIPTION
 JA1035
 JA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1035'1 MI W FROM FRANCISCO.
 JA1035'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 JA1035'AT FRANCISCO, THENCE 0.8 MILE WEST ALONG THE SOUTHERN RAILWAY,
 JA1035'IN SECTION 19, T 2 S, R 9 W, 54 FEET SOUTHEAST OF THE CENTER OF
 JA1035'A CROSSING OF THE RAILROAD AND PAVED ROAD NUMBER 550E, 28 FEET
 JA1035'SOUTH OF THE SOUTH RAIL, 51 FEET EAST OF THE CENTER LINE OF THE
 JA1035'PAVED ROAD, 105 FEET EAST AND ACROSS THE PAVED ROAD FROM POWER
 JA1035'POLE NUMBER 1180, 32 FEET EAST OF A FENCE CORNER POST, 2 FEET
 JA1035'NORTH OF A FENCE, 1.7 FEET SOUTHEAST OF A WOODEN WITNESS POST,
 JA1035'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JA1035'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1035
 JA1035                          STATION RECOVERY (1991)
 JA1035
 JA1035'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1035'MARK NOT FOUND.
 JA1035
 JA1035                          STATION RECOVERY (2015)
 JA1035
 JA1035'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA1035'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0984 ***********************************************************************
 MD0984  DESIGNATION -  F 333
 MD0984  PID         -  MD0984
 MD0984  STATE/COUNTY-  IN/WHITLEY
 MD0984  COUNTRY     -  US
 MD0984  USGS QUAD   -  LORANE (2019)
 MD0984
 MD0984                         *CURRENT SURVEY CONTROL
 MD0984  ______________________________________________________________________
 MD0984* NAD 83(1986) POSITION- 41 10 04.     (N) 085 34 49.     (W)   SCALED
 MD0984* NAVD 88 ORTHO HEIGHT -   272.259 (meters)      893.24  (feet) ADJUSTED
 MD0984  ______________________________________________________________________
 MD0984  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 MD0984  DYNAMIC HEIGHT  -        272.147 (meters)      892.87  (feet) COMP
 MD0984  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 MD0984
 MD0984  VERT ORDER      -  FIRST     CLASS I
 MD0984
 MD0984.The horizontal coordinates were scaled from a map and have
 MD0984.an estimated accuracy of +/- 6 seconds.
 MD0984
 MD0984.The orthometric height was determined by differential leveling and
 MD0984.adjusted by the NATIONAL GEODETIC SURVEY
 MD0984.in June 1991.
 MD0984
 MD0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0984.GEOID18 height accuracy estimate available here.
 MD0984
 MD0984.Click photographs - Photos may exist for this station.
 MD0984
 MD0984.The dynamic height is computed by dividing the NAVD 88
 MD0984.geopotential number by the normal gravity value computed on the
 MD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0984.degrees latitude (g = 980.6199 gals.).
 MD0984
 MD0984.The modeled gravity was interpolated from observed gravity values.
 MD0984
 MD0984;                    North         East    Units  Estimated Accuracy
 MD0984;SPC IN E     -   657,190.      107,250.      MT  (+/- 180 meters Scaled)
 MD0984
 MD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL190583(NAD 83)
 MD0984
 MD0984                          SUPERSEDED SURVEY CONTROL
 MD0984
 MD0984  NGVD 29 (01/19/93)  272.404  (m)          893.71   (f) ADJUSTED    1 1
 MD0984  NGVD 29 (??/??/92)  272.404  (m)          893.71   (f) SUPERSEDED  1 1
 MD0984
 MD0984.Superseded values are not recommended for survey control.
 MD0984
 MD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0984.See file dsdata.pdf to determine how the superseded data were derived.
 MD0984
 MD0984_MARKER: DB = BENCH MARK DISK
 MD0984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0984_STAMPING: F 333 1968
 MD0984_MARK LOGO: CGS
 MD0984_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0984_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0984+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0984_ROD/PIPE-DEPTH: 4.3 meters
 MD0984
 MD0984  HISTORY     - Date     Condition        Report By
 MD0984  HISTORY     - 1968     MONUMENTED       CGS
 MD0984  HISTORY     - 19921008 GOOD             NGS
 MD0984
 MD0984                          STATION DESCRIPTION
 MD0984
 MD0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0984'2.5 MI SE FROM LARWILL.
 MD0984'ABOUT 2.5 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0984'THE CROSSING OF STATE HIGHWAY 5 AT LARWILL, ABOUT 0.3 MILE
 MD0984'SOUTHEAST OF MILEPOST 344, 82 1/2 FEET NORTHWEST OF THE CENTER
 MD0984'OF THE CROSSING OF A NARROW GRAVELED ROAD AND THE WESTBOUND
 MD0984'TRACK, 64 FEET WEST OF THE CENTER LINE OF THE ROAD, 44.2 FEET
 MD0984'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 1 FOOT SOUTH
 MD0984'OF THE RIGHT-OF-WAY FENCE LINE, 1.1 FEET EAST OF A METAL WITNESS
 MD0984'POST, 8 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 MD0984'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 MD0984'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 MD0984'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 MD0984'DRIVEN TO REFUSAL AT A DEPTH OF 14 FEET.
 MD0984
 MD0984                          STATION RECOVERY (1992)
 MD0984
 MD0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0984'8.1 KM (5.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0984'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 19.6 M (64.3 FT) WEST
 MD0984'OF THE CENTER OF A DIRT ROAD, 17.2 M (56.4 FT) NORTH OF THE NEAR
 MD0984'RAIL, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT)
 MD0984'EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 MD0984'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.05 M
 MD0984'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1000 ***********************************************************************
 MD1000  DESIGNATION -  F 334
 MD1000  PID         -  MD1000
 MD1000  STATE/COUNTY-  IN/KOSCIUSKO
 MD1000  COUNTRY     -  US
 MD1000  USGS QUAD   -  PIERCETON (2019)
 MD1000
 MD1000                         *CURRENT SURVEY CONTROL
 MD1000  ______________________________________________________________________
 MD1000* NAD 83(1986) POSITION- 41 12 02.     (N) 085 42 20.     (W)   SCALED
 MD1000* NAVD 88 ORTHO HEIGHT -   282.283 (meters)      926.12  (feet) ADJUSTED
 MD1000  ______________________________________________________________________
 MD1000  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 MD1000  DYNAMIC HEIGHT  -        282.165 (meters)      925.74  (feet) COMP
 MD1000  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 MD1000
 MD1000  VERT ORDER      -  FIRST     CLASS I
 MD1000
 MD1000.The horizontal coordinates were scaled from a map and have
 MD1000.an estimated accuracy of +/- 6 seconds.
 MD1000
 MD1000.The orthometric height was determined by differential leveling and
 MD1000.adjusted by the NATIONAL GEODETIC SURVEY
 MD1000.in June 1991.
 MD1000
 MD1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1000.GEOID18 height accuracy estimate available here.
 MD1000
 MD1000.Click photographs - Photos may exist for this station.
 MD1000
 MD1000.The dynamic height is computed by dividing the NAVD 88
 MD1000.geopotential number by the normal gravity value computed on the
 MD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1000.degrees latitude (g = 980.6199 gals.).
 MD1000
 MD1000.The modeled gravity was interpolated from observed gravity values.
 MD1000
 MD1000;                    North         East    Units  Estimated Accuracy
 MD1000;SPC IN E     -   660,830.       96,740.      MT  (+/- 180 meters Scaled)
 MD1000
 MD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085618(NAD 83)
 MD1000
 MD1000                          SUPERSEDED SURVEY CONTROL
 MD1000
 MD1000  NGVD 29 (01/19/93)  282.423  (m)          926.58   (f) ADJUSTED    1 1
 MD1000  NGVD 29 (??/??/92)  282.423  (m)          926.58   (f) SUPERSEDED  1 1
 MD1000
 MD1000.Superseded values are not recommended for survey control.
 MD1000
 MD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1000.See file dsdata.pdf to determine how the superseded data were derived.
 MD1000
 MD1000_MARKER: DB = BENCH MARK DISK
 MD1000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1000_SP_SET: HEADWALL
 MD1000_STAMPING: F 334 1968
 MD1000_MARK LOGO: CGS
 MD1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1000+STABILITY: SURFACE MOTION
 MD1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1000+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1000
 MD1000  HISTORY     - Date     Condition        Report By
 MD1000  HISTORY     - 1968     MONUMENTED       CGS
 MD1000  HISTORY     - 1990     GOOD             USPSQD
 MD1000  HISTORY     - 19921008 GOOD             NGS
 MD1000  HISTORY     - 19971120 GOOD             USPSQD
 MD1000
 MD1000                          STATION DESCRIPTION
 MD1000
 MD1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1000'AT PIERCETON.
 MD1000'AT PIERCETON, ABOUT 5 1/2 RAILS NORTHWEST OF THE CENTER OF THE
 MD1000'CROSSING OF THE PENN CENTRAL RAILROAD AND STATE HIGHWAY 13, SET
 MD1000'ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 MD1000'HEAD WALL OF A RAILROAD OVERPASS A STREET, 5.8 FEET NORTHEAST
 MD1000'OF THE NORTHEAST RAIL, IN SECTION 27, R 7 E, T 32 N, 1.6 FEET
 MD1000'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT
 MD1000'LEVEL WITH THE TRACK.
 MD1000
 MD1000                          STATION RECOVERY (1990)
 MD1000
 MD1000'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1000'RECOVERED IN GOOD CONDITION.
 MD1000
 MD1000                          STATION RECOVERY (1992)
 MD1000
 MD1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1000'IN PIERCETON, AT THE INTERSECTION OF STATE HIGHWAY 13 AND THE CONRAIL
 MD1000'RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST END
 MD1000'OF THE NORTHEAST CONCRETE HEADWALL OF A RAILROAD OVERPASS OF A
 MD1000'STREET, 77.1 M (253.0 FT) WEST-NORTHWEST OF THE HIGHWAY CENTERLINE,
 MD1000'5.8 M (19.0 FT) NORTHEAST OF THE NEAR RAIL, AND LEVEL WITH THE TRACK.
 MD1000
 MD1000                          STATION RECOVERY (1997)
 MD1000
 MD1000'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0553 ***********************************************************************
 ME0553  DESIGNATION -  F 335
 ME0553  PID         -  ME0553
 ME0553  STATE/COUNTY-  IN/LA PORTE
 ME0553  COUNTRY     -  US
 ME0553  USGS QUAD   -  HANNA (2019)
 ME0553
 ME0553                         *CURRENT SURVEY CONTROL
 ME0553  ______________________________________________________________________
 ME0553* NAD 83(1986) POSITION- 41 25 01.19   (N) 086 48 50.26   (W)   HD_HELD1
 ME0553* NAVD 88 ORTHO HEIGHT -   216.169 (meters)      709.21  (feet) ADJUSTED
 ME0553  ______________________________________________________________________
 ME0553  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 ME0553  DYNAMIC HEIGHT  -        216.080 (meters)      708.92  (feet) COMP
 ME0553  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 ME0553
 ME0553  VERT ORDER      -  FIRST     CLASS I
 ME0553
 ME0553.The horizontal coordinates were determined by differentially corrected
 ME0553.hand held GPS observations or other comparable positioning techniques
 ME0553.and have an estimated accuracy of +/- 3 meters.
 ME0553
 ME0553.The orthometric height was determined by differential leveling and
 ME0553.adjusted by the NATIONAL GEODETIC SURVEY
 ME0553.in June 1991.
 ME0553
 ME0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0553.GEOID18 height accuracy estimate available here.
 ME0553
 ME0553.Click photographs - Photos may exist for this station.
 ME0553
 ME0553.The dynamic height is computed by dividing the NAVD 88
 ME0553.geopotential number by the normal gravity value computed on the
 ME0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0553.degrees latitude (g = 980.6199 gals.).
 ME0553
 ME0553.The modeled gravity was interpolated from observed gravity values.
 ME0553
 ME0553;                    North         East    Units  Estimated Accuracy
 ME0553;SPC IN W     -   684,902.5     922,519.5     MT  (+/- 3 meters HH1 GPS) 
 ME0553
 ME0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1554785066(NAD 83)
 ME0553
 ME0553                          SUPERSEDED SURVEY CONTROL
 ME0553
 ME0553  NGVD 29 (01/19/93)  216.266  (m)          709.53   (f) ADJUSTED    1 1
 ME0553  NGVD 29 (??/??/92)  216.266  (m)          709.53   (f) SUPERSEDED  1 1
 ME0553
 ME0553.Superseded values are not recommended for survey control.
 ME0553
 ME0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0553.See file dsdata.pdf to determine how the superseded data were derived.
 ME0553
 ME0553_MARKER: DB = BENCH MARK DISK
 ME0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0553_STAMPING: F 335 1968
 ME0553_MARK LOGO: CGS
 ME0553_PROJECTION: FLUSH
 ME0553_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0553+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0553_ROD/PIPE-DEPTH: 17.1 meters
 ME0553
 ME0553  HISTORY     - Date     Condition        Report By
 ME0553  HISTORY     - 1968     MONUMENTED       CGS
 ME0553  HISTORY     - 19920907 GOOD             NGS
 ME0553  HISTORY     - 20071103 GOOD             GEOCAC
 ME0553
 ME0553                          STATION DESCRIPTION
 ME0553
 ME0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0553'1.8 MI W FROM HANNA.
 ME0553'ABOUT 1.8 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0553'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 7, R 3 W, T 34 N,
 ME0553'ABOUT 0.4 MILE WEST OF MILEPOST 410, 51 FEET NORTHEAST OF THE
 ME0553'CENTER OF THE CROSSING OF COUNTY ROAD 600 WEST AND THE WESTBOUND
 ME0553'TRACK, 38.9 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 ME0553'39 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30 ALTERNATE,
 ME0553'34 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 1.6 FEET EAST
 ME0553'OF THE EAST END OF AN L SHAPED CONCRETE HEAD WALL FOR A 36-INCH
 ME0553'PIPE CULVERT UNDER THE ROAD, 0.6 FOOT NORTHWEST OF A METAL
 ME0553'WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 ME0553'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 ME0553'PROTECTED BY A 5 INCH METAL PIPE WHICH PROJECTS 1 INCH ABOVE THE
 ME0553'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 ME0553
 ME0553                          STATION RECOVERY (1992)
 ME0553
 ME0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0553'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0553'IN HANNA, THENCE 2.8 KM (1.75 MI) WESTERLY ALONG OLD HIGHWAY 30, 15.8
 ME0553'M (51.8 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 12.3 M
 ME0553'(40.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT) EAST OF
 ME0553'THE CENTER OF COUNTY ROAD 600 WEST, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 ME0553'THE HIGHWAY, 0.5 M (1.6 FT) EAST OF THE EAST END OF A CULVERT
 ME0553'HEADWALL, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK
 ME0553'IS ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 ME0553'SURFACE.
 ME0553
 ME0553                          STATION RECOVERY (2007)
 ME0553
 ME0553'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1198 ***********************************************************************
 ME1198  DESIGNATION -  F 336
 ME1198  PID         -  ME1198
 ME1198  STATE/COUNTY-  IN/PORTER
 ME1198  COUNTRY     -  US
 ME1198  USGS QUAD   -  VALPARAISO (2019)
 ME1198
 ME1198                         *CURRENT SURVEY CONTROL
 ME1198  ______________________________________________________________________
 ME1198* NAD 83(1986) POSITION- 41 26 57.     (N) 087 00 33.     (W)   SCALED
 ME1198* NAVD 88 ORTHO HEIGHT -   230.895 (meters)      757.53  (feet) ADJUSTED
 ME1198  ______________________________________________________________________
 ME1198  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME1198  DYNAMIC HEIGHT  -        230.802 (meters)      757.22  (feet) COMP
 ME1198  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 ME1198
 ME1198  VERT ORDER      -  FIRST     CLASS I
 ME1198
 ME1198.This mark is at Porter Co Municipal Airport (VPZ)
 ME1198
 ME1198.The horizontal coordinates were scaled from a map and have
 ME1198.an estimated accuracy of +/- 6 seconds.
 ME1198
 ME1198.The orthometric height was determined by differential leveling and
 ME1198.adjusted by the NATIONAL GEODETIC SURVEY
 ME1198.in June 1991.
 ME1198
 ME1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1198.GEOID18 height accuracy estimate available here.
 ME1198
 ME1198.Click photographs - Photos may exist for this station.
 ME1198
 ME1198.The dynamic height is computed by dividing the NAVD 88
 ME1198.geopotential number by the normal gravity value computed on the
 ME1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1198.degrees latitude (g = 980.6199 gals.).
 ME1198
 ME1198.The modeled gravity was interpolated from observed gravity values.
 ME1198
 ME1198;                    North         East    Units  Estimated Accuracy
 ME1198;SPC IN W     -   688,440.      906,200.      MT  (+/- 180 meters Scaled)
 ME1198
 ME1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL992886(NAD 83)
 ME1198
 ME1198                          SUPERSEDED SURVEY CONTROL
 ME1198
 ME1198  NGVD 29 (01/19/93)  230.985  (m)          757.82   (f) ADJUSTED    1 1
 ME1198  NGVD 29 (??/??/92)  230.985  (m)          757.82   (f) SUPERSEDED  1 1
 ME1198
 ME1198.Superseded values are not recommended for survey control.
 ME1198
 ME1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1198.See file dsdata.pdf to determine how the superseded data were derived.
 ME1198
 ME1198_MARKER: DB = BENCH MARK DISK
 ME1198_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME1198_SP_SET: DOOR FOOTING
 ME1198_STAMPING: F 336 1968
 ME1198_MARK LOGO: CGS
 ME1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1198+STABILITY: SURFACE MOTION
 ME1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1198+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 ME1198
 ME1198  HISTORY     - Date     Condition        Report By
 ME1198  HISTORY     - 1968     MONUMENTED       CGS
 ME1198  HISTORY     - 19920906 GOOD             NGS
 ME1198  HISTORY     - 20220909 GOOD             IN-127
 ME1198
 ME1198                          STATION DESCRIPTION
 ME1198
 ME1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1198'1.6 MI E FROM VALPARAISO.
 ME1198'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 ME1198'OF STATE HIGHWAY 49 LEADING NORTH AT VALPARAISO, THENCE 0.25
 ME1198'MILE EAST ALONG NORTH ROAD, AT THE PORTER COUNTY AIRPORT, IN
 ME1198'SECTION 29, R 5 W, T 35 N, SET ON THE TOP AND AT THE SOUTH
 ME1198'CORNER OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST DOOR OF THE
 ME1198'MAIN HANGAR, 133 FEET NORTH OF THE CENTER LINE OF NORTH ROAD,
 ME1198'2.2 FEET NORTH OF THE SOUTH HANGAR PART OF THE BUILDING, 1.2
 ME1198'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE FOUNDATION AND
 ME1198'LEVEL WITH THE FLOOR OF THE HANGAR.
 ME1198
 ME1198                          STATION RECOVERY (1992)
 ME1198
 ME1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1198'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME1198'STATE HIGHWAY 49 IN VALPARAISO, THENCE 0.1 KM (0.05 MI) NORTHERLY
 ME1198'ALONG A PAVED ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG COUNTY
 ME1198'ROAD 100 NORTH, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG THE
 ME1198'PORTER COUNTY MUNICIPAL AIRPORT ENTRANCE ROAD, NEAR THE SOUTH CORNER
 ME1198'OF THE CONCRETE FOOTING FOR THE SOUTHEAST DOOR OF THE MAIN HANGAR AND
 ME1198'ADMINISTRATION BUILDING, 22.6 M (74.1 FT) NORTHEAST OF THE SOUTH
 ME1198'CORNER OF THE BUILDING, 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END
 ME1198'OF THE DOOR, 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 ME1198'FOOTING, AND LEVEL WITH THE GROUND SURFACE.
 ME1198
 ME1198                          STATION RECOVERY (2022)
 ME1198
 ME1198'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1198'FROM THE INTERSECTION OF STATE HIGHWAY 49 AND U.S.HIGHWAY 30, GO 0.6
 ME1198'MI (1.0 KM) EAST ALONG U.S. HIGHWAY 30 TO STOP LIGHT, TURN LEFT ON
 ME1198'MURVHILL RD AND GO ABOUT 225 FT (68.6 M) TO CR 100 NORTH, TURN RIGHT
 ME1198'AND GO EASTERLY ON CR 100 NORTH 0.25 MI (0.40 KM) TO PORTER COUNTY
 ME1198'MUNICIPAL AIRPORT ENTRANCE RD, GO NORTH ABOUT 300 FEET TO NEW
 ME1198'ADMINISTRATION BUILDING AND GATE FOR ACCESS TO AIRPORT, GO EASTERLY
 ME1198'ABOUT 975 FT (297.2 M) ALONG CONCRETE APRON TO END, THENCE GO
 ME1198'SOUTHERLY ABOUT 300 FT (91.4 M) TO OLD ADMINISTRATION BUILDING AND
 ME1198'STATION IS INSIDE OF THE OLD MAIN HANGER NEAR THE SOUTHEAST CORNER OF
 ME1198'HANGER BEING THE NORTHEAST CORNER OF THE OLD ADMINISTRATION BUILDING,
 ME1198'STATION IS 1.78 FT (0.5 M) NORTH OF CONRETE BLOCK COLUMN, AND 0.65 FT
 ME1198'(20 CM) WEST OF FRAME WALL SILL PLATE. STATION IS SET IN CONCRETE
 ME1198'FLOOR. CONTACT AIRPORT ADMINISTRATION FOR ACCESS TO SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1628 ***********************************************************************
 LB1628  DESIGNATION -  F 34
 LB1628  PID         -  LB1628
 LB1628  STATE/COUNTY-  IN/FOUNTAIN
 LB1628  COUNTRY     -  US
 LB1628  USGS QUAD   -  STONE BLUFF (2019)
 LB1628
 LB1628                         *CURRENT SURVEY CONTROL
 LB1628  ______________________________________________________________________
 LB1628* NAD 83(1986) POSITION- 40 08 01.     (N) 087 22 19.     (W)   SCALED
 LB1628* NAVD 88 ORTHO HEIGHT -   181.902 (meters)      596.79  (feet) ADJUSTED
 LB1628  ______________________________________________________________________
 LB1628  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 LB1628  DYNAMIC HEIGHT  -        181.808 (meters)      596.48  (feet) COMP
 LB1628  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 LB1628
 LB1628  VERT ORDER      -  SECOND    CLASS 0
 LB1628
 LB1628.The horizontal coordinates were scaled from a map and have
 LB1628.an estimated accuracy of +/- 6 seconds.
 LB1628
 LB1628.The orthometric height was determined by differential leveling and
 LB1628.adjusted by the NATIONAL GEODETIC SURVEY
 LB1628.in June 1991.
 LB1628
 LB1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1628.GEOID18 height accuracy estimate available here.
 LB1628
 LB1628.Click photographs - Photos may exist for this station.
 LB1628
 LB1628.The dynamic height is computed by dividing the NAVD 88
 LB1628.geopotential number by the normal gravity value computed on the
 LB1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1628.degrees latitude (g = 980.6199 gals.).
 LB1628
 LB1628.The modeled gravity was interpolated from observed gravity values.
 LB1628
 LB1628;                    North         East    Units  Estimated Accuracy
 LB1628;SPC IN W     -   542,390.      875,400.      MT  (+/- 180 meters Scaled)
 LB1628
 LB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK683426(NAD 83)
 LB1628
 LB1628                          SUPERSEDED SURVEY CONTROL
 LB1628
 LB1628  NGVD 29 (??/??/92)  181.965  (m)          597.00   (f) ADJ UNCH    2 0
 LB1628
 LB1628.Superseded values are not recommended for survey control.
 LB1628
 LB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1628.See file dsdata.pdf to determine how the superseded data were derived.
 LB1628
 LB1628_MARKER: DB = BENCH MARK DISK
 LB1628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1628_SP_SET: CULVERT HEADWALL
 LB1628_STAMPING: F 34 1934
 LB1628_MARK LOGO: CGS
 LB1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1628+STABILITY: SURFACE MOTION
 LB1628
 LB1628  HISTORY     - Date     Condition        Report By
 LB1628  HISTORY     - 1934     MONUMENTED       CGS
 LB1628  HISTORY     - 1934     GOOD             CGS
 LB1628
 LB1628                          STATION DESCRIPTION
 LB1628
 LB1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1628'1.4 MI E FROM COVINGTON.
 LB1628'1.4 MILES EAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1628'STATION AT COVINGTON, FOUNTAIN COUNTY, 5 YARDS NORTHWEST OF POLE
 LB1628'70/34, AT CULVERT 157, IN THE TOP OF THE EAST END OF THE SOUTH
 LB1628'HEADWALL, 6 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.
 LB1628'A STANDARD DISK, STAMPED F 34 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0497 ***********************************************************************
 MD0497  DESIGNATION -  F 34 ALLEN
 MD0497  PID         -  MD0497
 MD0497  STATE/COUNTY-  IN/ALLEN
 MD0497  COUNTRY     -  US
 MD0497  USGS QUAD   -  GRABILL (2019)
 MD0497
 MD0497                         *CURRENT SURVEY CONTROL
 MD0497  ______________________________________________________________________
 MD0497* NAD 83(1986) POSITION- 41 09 59.3    (N) 084 57 55.4    (W)   HD_HELD2
 MD0497* NAVD 88 ORTHO HEIGHT -   237.86  (+/-2cm)      780.4   (feet) VERTCON3
 MD0497  ______________________________________________________________________
 MD0497  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 MD0497  VERT ORDER      -  THIRD (See Below)
 MD0497
 MD0497.The horizontal coordinates were established by autonomous hand held GPS
 MD0497.observations and have an estimated accuracy of +/- 10 meters.
 MD0497
 MD0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0497
 MD0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0497.GEOID18 height accuracy estimate available here.
 MD0497
 MD0497.The vertical order pertains to the NGVD 29 superseded value.
 MD0497
 MD0497.Click photographs - Photos may exist for this station.
 MD0497
 MD0497;                    North         East    Units  Estimated Accuracy
 MD0497;SPC IN E     -   657,282.      158,852.      MT  (+/- 10 meters HH2 GPS)
 MD0497
 MD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7068759232(NAD 83)
 MD0497
 MD0497                          SUPERSEDED SURVEY CONTROL
 MD0497
 MD0497  NGVD 29 (??/??/??)  238.02   (m)          780.9    (f) RESET       3  
 MD0497
 MD0497.Superseded values are not recommended for survey control.
 MD0497
 MD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0497.See file dsdata.pdf to determine how the superseded data were derived.
 MD0497
 MD0497_MARKER: DD = SURVEY DISK
 MD0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0497_SP_SET: ABUTMENT
 MD0497_STAMPING: F 34 ALLEN
 MD0497_MARK LOGO: INHD
 MD0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0497
 MD0497  HISTORY     - Date     Condition        Report By
 MD0497  HISTORY     - UNK      MONUMENTED       INHD
 MD0497  HISTORY     - 1962     GOOD             CGS
 MD0497
 MD0497                          STATION DESCRIPTION
 MD0497
 MD0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0497'3.1 MI SW FROM HARLAN.
 MD0497'ABOUT 3.1 MILES SW ALONG NO. 37 INDIANA HWY. FROM ITS OBLIQUE
 MD0497'INTERSECTION WITH ANTWERP ROAD IN THE HEART OF HARLAN, 24 FEET
 MD0497'NW OF CENTER LINE OF 22-FOOT HIGHWAY PAVEMENT, 0.3 FOOT LOWER
 MD0497'THAN SAME, IN TOP OF NORTHERLY END OF WESTERLY ABUTMENT OF 18-FOOT
 MD0497'SKEWED CONCRETE BRIDGE, AND 0.6 FOOT NW OF NW EDGE OF THE BASE OF
 MD0497'CONCRETE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2126 ***********************************************************************
 ME2126  DESIGNATION -  F 349
 ME2126  PID         -  ME2126
 ME2126  STATE/COUNTY-  IN/LAKE
 ME2126  COUNTRY     -  US
 ME2126  USGS QUAD   -  GARY (2019)
 ME2126
 ME2126                         *CURRENT SURVEY CONTROL
 ME2126  ______________________________________________________________________
 ME2126* NAD 83(1986) POSITION- 41 35 47.     (N) 087 16 42.     (W)   SCALED
 ME2126* NAVD 88 ORTHO HEIGHT -   185.001 (meters)      606.96  (feet) ADJUSTED
 ME2126  ______________________________________________________________________
 ME2126  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 ME2126  DYNAMIC HEIGHT  -        184.932 (meters)      606.73  (feet) COMP
 ME2126  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 ME2126
 ME2126  VERT ORDER      -  FIRST     CLASS II
 ME2126
 ME2126.The horizontal coordinates were scaled from a map and have
 ME2126.an estimated accuracy of +/- 6 seconds.
 ME2126
 ME2126.The orthometric height was determined by differential leveling and
 ME2126.adjusted by the NATIONAL GEODETIC SURVEY
 ME2126.in June 1991.
 ME2126
 ME2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2126.GEOID18 height accuracy estimate available here.
 ME2126
 ME2126.Click photographs - Photos may exist for this station.
 ME2126
 ME2126.The dynamic height is computed by dividing the NAVD 88
 ME2126.geopotential number by the normal gravity value computed on the
 ME2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2126.degrees latitude (g = 980.6199 gals.).
 ME2126
 ME2126.The modeled gravity was interpolated from observed gravity values.
 ME2126
 ME2126;                    North         East    Units  Estimated Accuracy
 ME2126;SPC IN W     -   704,810.      883,740.      MT  (+/- 180 meters Scaled)
 ME2126
 ME2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM768050(NAD 83)
 ME2126
 ME2126                          SUPERSEDED SURVEY CONTROL
 ME2126
 ME2126  NGVD 29 (01/19/93)  185.107  (m)          607.31   (f) ADJUSTED    1 2
 ME2126  NGVD 29 (??/??/92)  185.104  (m)          607.30   (f) SUPERSEDED  1 2
 ME2126
 ME2126.Superseded values are not recommended for survey control.
 ME2126
 ME2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2126.See file dsdata.pdf to determine how the superseded data were derived.
 ME2126
 ME2126_MARKER: I = METAL ROD
 ME2126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2126_STAMPING: F 349 1985
 ME2126_MARK LOGO: NGS
 ME2126_PROJECTION: FLUSH
 ME2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2126_ROD/PIPE-DEPTH: 14.6 meters
 ME2126
 ME2126  HISTORY     - Date     Condition        Report By
 ME2126  HISTORY     - 1985     MONUMENTED       NGS
 ME2126  HISTORY     - 19900702 POOR             USGS
 ME2126
 ME2126                          STATION DESCRIPTION
 ME2126
 ME2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2126'IN GARY.
 ME2126'IN GARY, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND CLAY STREET, 31.7
 ME2126'M (104.0 FT) EAST OF THE CENTER OF THE STREET, 25.0 M (82.0 FT) NORTH
 ME2126'OF THE CENTERLINE OF THE HIGHWAY, 2.4 M (7.9 FT) SOUTH OF THE NEAR
 ME2126'RAIL OF THE SOUTH SHORE RAILROAD, AND 1.2 M (3.9 FT) EAST OF A UTILITY
 ME2126'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2126'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ME2126'THE MARK IS 0.4 M BELOW THE TRACKS.
 ME2126
 ME2126                          STATION RECOVERY (1990)
 ME2126
 ME2126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME2126'RECOVERED IN DISTURBED CONDITION.  NOTE--PIPE HAS BEEN HIT BY
 ME2126'EQUIPMENT AND IS LEANING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1653 ***********************************************************************
 KA1653  CBN         -  This is a Cooperative Base Network Control Station.
 KA1653  DESIGNATION -  F 350
 KA1653  PID         -  KA1653
 KA1653  STATE/COUNTY-  IN/MARION
 KA1653  COUNTRY     -  US
 KA1653  USGS QUAD   -  CLERMONT (2019)
 KA1653
 KA1653                         *CURRENT SURVEY CONTROL
 KA1653  ______________________________________________________________________
 KA1653* NAD 83(2011) POSITION- 39 45 51.75497(N) 086 18 09.37991(W)   ADJUSTED
 KA1653* NAD 83(2011) ELLIP HT-   204.939 (meters)        (06/27/12)   ADJUSTED
 KA1653* NAD 83(2011) EPOCH   -  2010.00
 KA1653* NAVD 88 ORTHO HEIGHT -   238.198 (meters)      781.49  (feet) ADJUSTED
 KA1653  ______________________________________________________________________
 KA1653  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 KA1653  NAD 83(2011) X  -    316,607.626 (meters)                     COMP
 KA1653  NAD 83(2011) Y  - -4,899,421.228 (meters)                     COMP
 KA1653  NAD 83(2011) Z  -  4,058,040.997 (meters)                     COMP
 KA1653  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 KA1653  DYNAMIC HEIGHT  -        238.069 (meters)      781.06  (feet) COMP
 KA1653  MODELED GRAVITY -    980,081.3   (mgal)                       NAVD 88
 KA1653
 KA1653  VERT ORDER      -  FIRST     CLASS II
 KA1653
 KA1653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1653  Standards:
 KA1653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1653  -------------------------------------------------------------------
 KA1653  NETWORK    0.96   2.10           0.45   0.31   1.07     -0.04894505
 KA1653  -------------------------------------------------------------------
 KA1653  Click here for local accuracies and other accuracy information.
 KA1653
 KA1653.The horizontal coordinates were established by GPS observations
 KA1653.and adjusted by the National Geodetic Survey in June 2012.
 KA1653
 KA1653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1653.been affixed to the stable North American tectonic plate. See 
 KA1653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1653
 KA1653.The horizontal coordinates are valid at the epoch date displayed above
 KA1653.which is a decimal equivalence of Year/Month/Day.
 KA1653
 KA1653.The orthometric height was determined by differential leveling and
 KA1653.adjusted by the NATIONAL GEODETIC SURVEY
 KA1653.in June 1991.
 KA1653
 KA1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1653.GEOID18 height accuracy estimate available here.
 KA1653
 KA1653.Click photographs - Photos may exist for this station.
 KA1653
 KA1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1653
 KA1653.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1653
 KA1653.The ellipsoidal height was determined by GPS observations
 KA1653.and is referenced to NAD 83.
 KA1653
 KA1653.The dynamic height is computed by dividing the NAVD 88
 KA1653.geopotential number by the normal gravity value computed on the
 KA1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1653.degrees latitude (g = 980.6199 gals.).
 KA1653
 KA1653.The modeled gravity was interpolated from observed gravity values.
 KA1653
 KA1653. The following values were computed from the NAD 83(2011) position.
 KA1653
 KA1653;                    North         East     Units Scale Factor Converg.
 KA1653;SPC IN E     -   501,550.088    45,510.146   MT  1.00000321   -0 24 24.4
 KA1653;SPC IN E     - 1,645,502.25    149,311.20   sFT  1.00000321   -0 24 24.4
 KA1653;UTM  16      - 4,401,838.369   559,733.758   MT  0.99964393   +0 26 45.9
 KA1653
 KA1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1653!SPC IN E     -   0.99996785  x   1.00000321  =   0.99997106
 KA1653!UTM  16      -   0.99996785  x   0.99964393  =   0.99961179
 KA1653
 KA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5973301838(NAD 83)
 KA1653
 KA1653                          SUPERSEDED SURVEY CONTROL
 KA1653
 KA1653  NAD 83(2007)-  39 45 51.75507(N)    086 18 09.38083(W) AD(2002.00) 0
 KA1653  ELLIP H (02/10/07)  204.961  (m)                       GP(2002.00)    
 KA1653  NAD 83(1997)-  39 45 51.75539(N)    086 18 09.38069(W) AD(       ) B
 KA1653  ELLIP H (04/10/98)  204.990  (m)                       GP(       ) 4 1
 KA1653  NAVD 88             238.20   (m)          781.5    (f) LEVELING    3  
 KA1653
 KA1653.Superseded values are not recommended for survey control.
 KA1653
 KA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1653.See file dsdata.pdf to determine how the superseded data were derived.
 KA1653
 KA1653_MARKER: I = METAL ROD
 KA1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1653_STAMPING: F 350 1985
 KA1653_MARK LOGO: NGS
 KA1653_PROJECTION: FLUSH
 KA1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1653+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 KA1653_ROD/PIPE-DEPTH: 9.8 meters
 KA1653
 KA1653  HISTORY     - Date     Condition        Report By
 KA1653  HISTORY     - 1985     MONUMENTED       NGS
 KA1653  HISTORY     - 19950505 GOOD             NGS
 KA1653  HISTORY     - 19970814 GOOD             SEC
 KA1653  HISTORY     - 20010507 GOOD             JCLS
 KA1653
 KA1653                          STATION DESCRIPTION
 KA1653
 KA1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1653'7.2 KM (4.5 MI) WEST FROM INDIANAPOLIS.
 KA1653'7.2 KM (4.45 MI) WESTERLY ALONG ROCKVILLE ROAD AND U.S. HIGHWAY 36
 KA1653'FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN INDIANAPOLIS, 25.9 M (85.0
 KA1653'FT) EAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 19.1 M (62.7 FT)
 KA1653'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 0.9 M
 KA1653'(3.0 FT) WEST OF A UTILITY POLE, AND 0.9 M (3.0 FT) SOUTH OF THE
 KA1653'SOUTHWEST CORNER OF A PAVED PARKING LOT.  NOTE--ACCESS TO DATUM POINT
 KA1653'IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1653'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 KA1653
 KA1653                          STATION RECOVERY (1995)
 KA1653
 KA1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 KA1653'RECOVERED AS DESCRIBED.
 KA1653
 KA1653                          STATION RECOVERY (1997)
 KA1653
 KA1653'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1653'LOCATED ON THE WEST SIDE OF INDIANAPOLIS, IN SECTION 34, TOWNSHIP 16
 KA1653'NORTH, RANGE 2 EAST.  1.9 MILES (3.1 KM) WEST OF I-465 ALONG STATE
 KA1653'ROAD 36 (ROCKVILLE ROAD), 0.7 MILE (1.1 KM) EAST OF GIRL SCHOOL ROAD
 KA1653'ALONG SR 36.  LOCATED 85 FEET (25.9 M) EAST OF THE CONRAIL RAILROAD
 KA1653'OVERPASS, 63 FEET (19.2 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 KA1653'LANE OF STATE ROAD 36, 3 FEET (0.9 M) WEST OF A POWER POLE, 3 FEET
 KA1653'(0.9 M) SOUTH OF THE SOUTHWEST CORNER OF A PAVED PARKING LOT.  ACCESS
 KA1653'TO MARK IS THROUGH A 5 INCH LOGO CAP SET FLUSH WITH GROUND SURFACE,
 KA1653'AND IS ABOUT 2 FEET (0.6 M) ABOVE THE SURFACE OF STATE ROAD 36.
 KA1653
 KA1653                          STATION RECOVERY (2001)
 KA1653
 KA1653'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KA1653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1673 ***********************************************************************
 KA1673  DESIGNATION -  F 351
 KA1673  PID         -  KA1673
 KA1673  STATE/COUNTY-  IN/PUTNAM
 KA1673  COUNTRY     -  US
 KA1673  USGS QUAD   -  CLOVERDALE (2019)
 KA1673
 KA1673                         *CURRENT SURVEY CONTROL
 KA1673  ______________________________________________________________________
 KA1673* NAD 83(1986) POSITION- 39 37 13.     (N) 086 50 44.     (W)   SCALED
 KA1673* NAVD 88 ORTHO HEIGHT -   257.127 (meters)      843.59  (feet) ADJUSTED
 KA1673  ______________________________________________________________________
 KA1673  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 KA1673  DYNAMIC HEIGHT  -        256.982 (meters)      843.12  (feet) COMP
 KA1673  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA1673
 KA1673  VERT ORDER      -  FIRST     CLASS II
 KA1673
 KA1673.The horizontal coordinates were scaled from a map and have
 KA1673.an estimated accuracy of +/- 6 seconds.
 KA1673
 KA1673.The orthometric height was determined by differential leveling and
 KA1673.adjusted by the NATIONAL GEODETIC SURVEY
 KA1673.in June 1991.
 KA1673
 KA1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1673.GEOID18 height accuracy estimate available here.
 KA1673
 KA1673.Click photographs - Photos may exist for this station.
 KA1673
 KA1673.The dynamic height is computed by dividing the NAVD 88
 KA1673.geopotential number by the normal gravity value computed on the
 KA1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1673.degrees latitude (g = 980.6199 gals.).
 KA1673
 KA1673.The modeled gravity was interpolated from observed gravity values.
 KA1673
 KA1673;                    North         East    Units  Estimated Accuracy
 KA1673;SPC IN W     -   485,390.      920,420.      MT  (+/- 180 meters Scaled)
 KA1673
 KA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ132856(NAD 83)
 KA1673
 KA1673                          SUPERSEDED SURVEY CONTROL
 KA1673
 KA1673.No superseded survey control is available for this station.
 KA1673
 KA1673_MARKER: I = METAL ROD
 KA1673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1673_STAMPING: F 351 1985
 KA1673_MARK LOGO: NGS
 KA1673_PROJECTION: RECESSED 2 CENTIMETERS
 KA1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1673_ROD/PIPE-DEPTH: 3.2 meters
 KA1673
 KA1673  HISTORY     - Date     Condition        Report By
 KA1673  HISTORY     - 1985     MONUMENTED       NGS
 KA1673
 KA1673                          STATION DESCRIPTION
 KA1673
 KA1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1673'32.2 KM (20.0 MI) NE FROM BRAZIL.
 KA1673'27.5 KM (17.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1673'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, THENCE 4.7 KM (2.9 MI)
 KA1673'NORTHWESTERLY ALONG U.S. HIGHWAY 231, 2.9 KM (1.8 MI) SOUTHEAST OF THE
 KA1673'JUNCTION OF WASHINGTON STREET (STATE HIGHWAY 240) IN GREENCASTLE,
 KA1673'13.0 M (42.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.3 M (17.4
 KA1673'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO 1550 BLOOMINGTON
 KA1673'STREET, 2.2 M (7.2 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO
 KA1673'1556 BLOOMINGTON STREET, AND 0.8 M (2.6 FT) SOUTHWEST OF A UTILITY
 KA1673'POLE WITH 2 GUY WIRES.  NOTE--THIS MARK IS ON THE PROPERTY OF MR.
 KA1673'EDWARD L. TAYLOR, 1556 BLOOMINGTON STREET, GREENCASTLE, IN.  ACCESS TO
 KA1673'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1673'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1661 ***********************************************************************
 KA1661  DESIGNATION -  F 352
 KA1661  PID         -  KA1661
 KA1661  STATE/COUNTY-  IN/HENDRICKS
 KA1661  COUNTRY     -  US
 KA1661  USGS QUAD   -  CLAYTON (2019)
 KA1661
 KA1661                         *CURRENT SURVEY CONTROL
 KA1661  ______________________________________________________________________
 KA1661* NAD 83(2011) POSITION- 39 44 27.54429(N) 086 31 42.15717(W)   ADJUSTED
 KA1661* NAD 83(2011) ELLIP HT-   253.769 (meters)        (02/22/23)   ADJUSTED
 KA1661* NAD 83(2011) EPOCH   -  2010.00
 KA1661* NAVD 88 ORTHO HEIGHT -   286.779 (meters)      940.87  (feet) ADJUSTED
 KA1661  ______________________________________________________________________
 KA1661  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KA1661  NAD 83(2011) X  -    297,402.115 (meters)                     COMP
 KA1661  NAD 83(2011) Y  - -4,902,326.091 (meters)                     COMP
 KA1661  NAD 83(2011) Z  -  4,056,075.396 (meters)                     COMP
 KA1661  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 KA1661  DYNAMIC HEIGHT  -        286.622 (meters)      940.36  (feet) COMP
 KA1661  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 KA1661
 KA1661  VERT ORDER      -  FIRST     CLASS II
 KA1661
 KA1661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1661  Standards:
 KA1661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1661  -------------------------------------------------------------------
 KA1661  NETWORK    1.01   1.53           0.46   0.33   0.78     -0.29377355
 KA1661  -------------------------------------------------------------------
 KA1661  Click here for local accuracies and other accuracy information.
 KA1661
 KA1661.The horizontal coordinates were established by GPS observations
 KA1661.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA1661
 KA1661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1661.been affixed to the stable North American tectonic plate. See 
 KA1661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1661
 KA1661.The horizontal coordinates are valid at the epoch date displayed above
 KA1661.which is a decimal equivalence of Year/Month/Day.
 KA1661
 KA1661.The orthometric height was determined by differential leveling and
 KA1661.adjusted by the NATIONAL GEODETIC SURVEY
 KA1661.in June 1991.
 KA1661
 KA1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1661.GEOID18 height accuracy estimate available here.
 KA1661
 KA1661.Click photographs - Photos may exist for this station.
 KA1661
 KA1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1661
 KA1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1661
 KA1661.The ellipsoidal height was determined by GPS observations
 KA1661.and is referenced to NAD 83.
 KA1661
 KA1661.The dynamic height is computed by dividing the NAVD 88
 KA1661.geopotential number by the normal gravity value computed on the
 KA1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1661.degrees latitude (g = 980.6199 gals.).
 KA1661
 KA1661.The modeled gravity was interpolated from observed gravity values.
 KA1661
 KA1661. The following values were computed from the NAD 83(2011) position.
 KA1661
 KA1661;                    North         East     Units Scale Factor Converg.
 KA1661;SPC IN W     -   498,906.829   947,566.983   MT  0.99999451   +0 21 17.3
 KA1661;SPC IN W     - 1,636,830.15  3,108,809.34   sFT  0.99999451   +0 21 17.3
 KA1661;UTM  16      - 4,399,116.006   540,409.376   MT  0.99962010   +0 18 05.5
 KA1661
 KA1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1661!SPC IN W     -   0.99996019  x   0.99999451  =   0.99995470
 KA1661!UTM  16      -   0.99996019  x   0.99962010  =   0.99958030
 KA1661
 KA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4040999116(NAD 83)
 KA1661
 KA1661                          SUPERSEDED SURVEY CONTROL
 KA1661
 KA1661.No superseded survey control is available for this station.
 KA1661
 KA1661_MARKER: F = FLANGE-ENCASED ROD
 KA1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1661_STAMPING: F 352 1985
 KA1661_MARK LOGO: NGS
 KA1661_PROJECTION: FLUSH
 KA1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1661+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2023
 KA1661_ROD/PIPE-DEPTH: 8.2 meters
 KA1661
 KA1661  HISTORY     - Date     Condition        Report By
 KA1661  HISTORY     - 1985     MONUMENTED       NGS
 KA1661  HISTORY     - 20130508 GOOD             GEOCAC
 KA1661  HISTORY     - 20230123 GOOD             INDOT
 KA1661
 KA1661                          STATION DESCRIPTION
 KA1661
 KA1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1661'2.4 KM (1.5 MI) SOUTH FROM DANVILLE.
 KA1661'2.4 KM (1.5 MI) SOUTHERLY ALONG STATE HIGHWAY 39 FROM ITS JUNCTION
 KA1661'WITH U.S. HIGHWAY 36 IN DANVILLE, 4.8 M (15.7 FT) EAST OF THE
 KA1661'CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF UTILITY POLE
 KA1661'NUMBER 68 034.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1661'LOGO CAP.
 KA1661'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1661'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1661
 KA1661                          STATION RECOVERY (2013)
 KA1661
 KA1661'RECOVERY NOTE BY GEOCACHING 2013 (KMB)
 KA1661'RECOVERED IN GOOD CONDITION.
 KA1661
 KA1661                          STATION RECOVERY (2023)
 KA1661
 KA1661'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA1661'MARK REMAINS 1.3 FT (0.4 M) NORTH OF AN OLD UTILITY POLE WITH NO ID
 KA1661'TAG.  MARK IS 4.O FT (1.2 M) NORTH OF NEWER UTILITY POLE WITH ID TAG
 KA1661'068 034.  MARK IS 5.O FT (1.5 M) EAST OF THE EAST EDGE OF PAVEMENT OF
 KA1661'STATE HIGHWAY 39.  NO WITNESS POST REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1699 ***********************************************************************
 KA1699  DESIGNATION -  F 353
 KA1699  PID         -  KA1699
 KA1699  STATE/COUNTY-  IN/CLAY
 KA1699  COUNTRY     -  US
 KA1699  USGS QUAD   -  STAUNTON (2019)
 KA1699
 KA1699                         *CURRENT SURVEY CONTROL
 KA1699  ______________________________________________________________________
 KA1699* NAD 83(1986) POSITION- 39 23 22.73   (N) 087 13 14.39   (W)   HD_HELD1
 KA1699* NAVD 88 ORTHO HEIGHT -   187.263 (meters)      614.38  (feet) ADJUSTED
 KA1699  ______________________________________________________________________
 KA1699  GEOID HEIGHT    -        -32.776 (meters)                     GEOID18
 KA1699  DYNAMIC HEIGHT  -        187.155 (meters)      614.02  (feet) COMP
 KA1699  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 KA1699
 KA1699  VERT ORDER      -  FIRST     CLASS II
 KA1699
 KA1699.The horizontal coordinates were determined by differentially corrected
 KA1699.hand held GPS observations or other comparable positioning techniques
 KA1699.and have an estimated accuracy of +/- 3 meters.
 KA1699
 KA1699.The orthometric height was determined by differential leveling and
 KA1699.adjusted by the NATIONAL GEODETIC SURVEY
 KA1699.in June 1991.
 KA1699
 KA1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1699.GEOID18 height accuracy estimate available here.
 KA1699
 KA1699.Click photographs - Photos may exist for this station.
 KA1699
 KA1699.The dynamic height is computed by dividing the NAVD 88
 KA1699.geopotential number by the normal gravity value computed on the
 KA1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1699.degrees latitude (g = 980.6199 gals.).
 KA1699
 KA1699.The modeled gravity was interpolated from observed gravity values.
 KA1699
 KA1699;                    North         East    Units  Estimated Accuracy
 KA1699;SPC IN W     -   459,762.2     888,169.5     MT  (+/- 3 meters HH1 GPS) 
 KA1699
 KA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8099760040(NAD 83)
 KA1699
 KA1699                          SUPERSEDED SURVEY CONTROL
 KA1699
 KA1699.No superseded survey control is available for this station.
 KA1699
 KA1699_MARKER: I = METAL ROD
 KA1699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1699_STAMPING: F 353 1985
 KA1699_MARK LOGO: NGS
 KA1699_PROJECTION: FLUSH
 KA1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1699+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 KA1699_ROD/PIPE-DEPTH: 5.5 meters
 KA1699
 KA1699  HISTORY     - Date     Condition        Report By
 KA1699  HISTORY     - 1985     MONUMENTED       NGS
 KA1699  HISTORY     - 20090428 GOOD             INDIV
 KA1699
 KA1699                          STATION DESCRIPTION
 KA1699
 KA1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1699'7.3 KM (4.55 MI) EAST FROM RILEY.
 KA1699'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1699'WITH STATE HIGHWAY 159 IN RILEY, 1.7 KM (1.05 MI) EAST OF THE
 KA1699'VIGO-CLAY COUNTY LINE, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE
 KA1699'HIGHWAY, 4.5 M (14.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6
 KA1699'FT) EAST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT)
 KA1699'SOUTH OF A FENCE, AND 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE.
 KA1699'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1699'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1699
 KA1699                          STATION RECOVERY (2009)
 KA1699
 KA1699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 KA1699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1614 ***********************************************************************
 JA1614  DESIGNATION -  F 354
 JA1614  PID         -  JA1614
 JA1614  STATE/COUNTY-  IN/GREENE
 JA1614  COUNTRY     -  US
 JA1614  USGS QUAD   -  LYONS (2019)
 JA1614
 JA1614                         *CURRENT SURVEY CONTROL
 JA1614  ______________________________________________________________________
 JA1614* NAD 83(1986) POSITION- 38 54 37.     (N) 087 02 09.     (W)   SCALED
 JA1614* NAVD 88 ORTHO HEIGHT -   169.948 (meters)      557.57  (feet) ADJUSTED
 JA1614  ______________________________________________________________________
 JA1614  GEOID HEIGHT    -        -32.666 (meters)                     GEOID18
 JA1614  DYNAMIC HEIGHT  -        169.843 (meters)      557.23  (feet) COMP
 JA1614  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JA1614
 JA1614  VERT ORDER      -  FIRST     CLASS II
 JA1614
 JA1614.The horizontal coordinates were scaled from a map and have
 JA1614.an estimated accuracy of +/- 6 seconds.
 JA1614
 JA1614.The orthometric height was determined by differential leveling and
 JA1614.adjusted by the NATIONAL GEODETIC SURVEY
 JA1614.in June 1991.
 JA1614
 JA1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1614.GEOID18 height accuracy estimate available here.
 JA1614
 JA1614.Click photographs - Photos may exist for this station.
 JA1614
 JA1614.The dynamic height is computed by dividing the NAVD 88
 JA1614.geopotential number by the normal gravity value computed on the
 JA1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1614.degrees latitude (g = 980.6199 gals.).
 JA1614
 JA1614.The modeled gravity was interpolated from observed gravity values.
 JA1614
 JA1614;                    North         East    Units  Estimated Accuracy
 JA1614;SPC IN W     -   406,540.      904,120.      MT  (+/- 180 meters Scaled)
 JA1614
 JA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ968068(NAD 83)
 JA1614
 JA1614                          SUPERSEDED SURVEY CONTROL
 JA1614
 JA1614.No superseded survey control is available for this station.
 JA1614
 JA1614_MARKER: I = METAL ROD
 JA1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1614_STAMPING: F 354 1985
 JA1614_MARK LOGO: NGS
 JA1614_PROJECTION: FLUSH
 JA1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1614_ROD/PIPE-DEPTH: 15.5 meters
 JA1614
 JA1614  HISTORY     - Date     Condition        Report By
 JA1614  HISTORY     - 1985     MONUMENTED       NGS
 JA1614  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1614
 JA1614                          STATION DESCRIPTION
 JA1614
 JA1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1614'25.1 KM (15.6 MI) SW FROM WORTHINGTON.
 JA1614'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1614'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 19.7 KM (12.25
 JA1614'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 69.6 M (228.3 FT) NORTH OF THE
 JA1614'CENTERLINE OF THE HIGHWAY, 11.7 M (38.4 FT) NORTH OF THE CENTER OF A
 JA1614'DRIVEWAY LEADING WEST TO JOHN DEERE TRACTOR COMPANY, 4.5 M (14.8 FT)
 JA1614'WEST OF THE CENTER OF COUNTY ROAD 500 WEST, AND 1.0 M (3.3 FT) SOUTH
 JA1614'OF UTILITY POLE NUMBER 25.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JA1614'A 5-INCH LOGO CAP.
 JA1614'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JA1614'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1614
 JA1614                          STATION RECOVERY (2022)
 JA1614
 JA1614'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1569 ***********************************************************************
 JA1569  DESIGNATION -  F 355
 JA1569  PID         -  JA1569
 JA1569  STATE/COUNTY-  IN/DAVIESS
 JA1569  COUNTRY     -  US
 JA1569  USGS QUAD   -  WASHINGTON (2019)
 JA1569
 JA1569                         *CURRENT SURVEY CONTROL
 JA1569  ______________________________________________________________________
 JA1569* NAD 83(1986) POSITION- 38 37 46.     (N) 087 10 50.     (W)   SCALED
 JA1569* NAVD 88 ORTHO HEIGHT -   158.546 (meters)      520.16  (feet) ADJUSTED
 JA1569  ______________________________________________________________________
 JA1569  GEOID HEIGHT    -        -32.278 (meters)                     GEOID18
 JA1569  DYNAMIC HEIGHT  -        158.445 (meters)      519.83  (feet) COMP
 JA1569  MODELED GRAVITY -    979,987.7   (mgal)                       NAVD 88
 JA1569
 JA1569  VERT ORDER      -  FIRST     CLASS II
 JA1569
 JA1569.The horizontal coordinates were scaled from a map and have
 JA1569.an estimated accuracy of +/- 6 seconds.
 JA1569
 JA1569.The orthometric height was determined by differential leveling and
 JA1569.adjusted by the NATIONAL GEODETIC SURVEY
 JA1569.in June 1991.
 JA1569
 JA1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1569.GEOID18 height accuracy estimate available here.
 JA1569
 JA1569.Click photographs - Photos may exist for this station.
 JA1569
 JA1569.The dynamic height is computed by dividing the NAVD 88
 JA1569.geopotential number by the normal gravity value computed on the
 JA1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1569.degrees latitude (g = 980.6199 gals.).
 JA1569
 JA1569.The modeled gravity was interpolated from observed gravity values.
 JA1569
 JA1569;                    North         East    Units  Estimated Accuracy
 JA1569;SPC IN W     -   375,370.      891,540.      MT  (+/- 180 meters Scaled)
 JA1569
 JA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH842756(NAD 83)
 JA1569
 JA1569                          SUPERSEDED SURVEY CONTROL
 JA1569
 JA1569.No superseded survey control is available for this station.
 JA1569
 JA1569_MARKER: I = METAL ROD
 JA1569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1569+WITH SETTING: INFORMATION.
 JA1569_STAMPING: F 355 1986
 JA1569_MARK LOGO: NGS
 JA1569_PROJECTION: FLUSH
 JA1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1569_ROD/PIPE-DEPTH: 2.7 meters
 JA1569
 JA1569  HISTORY     - Date     Condition        Report By
 JA1569  HISTORY     - 1986     MONUMENTED       NGS
 JA1569  HISTORY     - 20060412 MARK NOT FOUND   LAMAC
 JA1569
 JA1569                          STATION DESCRIPTION
 JA1569
 JA1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1569'2.7 KM (1.7 MI) SW FROM WASHINGTON.
 JA1569'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1569'WITH U.S. HIGHWAY 41 IN WASHINGTON, 19.5 M (64.0 FT) EAST OF THE
 JA1569'HIGHWAY CENTERLINE, 10.1 M (33.1 FT) WEST-NORTHWEST OF THE NORTHWEST
 JA1569'CORNER OF A BLOCK BUILDING, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF A
 JA1569'DRIVEWAY, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 JA1569'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1569'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1569'THE MARK IS 0.5 M ABOVE THE DRIVEWAY.
 JA1569
 JA1569                          STATION RECOVERY (2006)
 JA1569
 JA1569'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2006 (ANR)
 JA1569'AT THE SE CORNER OF THE INTERSECTION OF NEW STATE ROAD 50 AND STATE
 JA1569'ROAD 57
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1592 ***********************************************************************
 JA1592  DESIGNATION -  F 356
 JA1592  PID         -  JA1592
 JA1592  STATE/COUNTY-  IN/GIBSON
 JA1592  COUNTRY     -  US
 JA1592  USGS QUAD   -  FRANCISCO (2019)
 JA1592
 JA1592                         *CURRENT SURVEY CONTROL
 JA1592  ______________________________________________________________________
 JA1592* NAD 83(1986) POSITION- 38 16 00.     (N) 087 23 01.     (W)   SCALED
 JA1592* NAVD 88 ORTHO HEIGHT -   144.173 (meters)      473.01  (feet) ADJUSTED
 JA1592  ______________________________________________________________________
 JA1592  GEOID HEIGHT    -        -31.615 (meters)                     GEOID18
 JA1592  DYNAMIC HEIGHT  -        144.077 (meters)      472.69  (feet) COMP
 JA1592  MODELED GRAVITY -    979,959.8   (mgal)                       NAVD 88
 JA1592
 JA1592  VERT ORDER      -  FIRST     CLASS II
 JA1592
 JA1592.The horizontal coordinates were scaled from a map and have
 JA1592.an estimated accuracy of +/- 6 seconds.
 JA1592
 JA1592.The orthometric height was determined by differential leveling and
 JA1592.adjusted by the NATIONAL GEODETIC SURVEY
 JA1592.in June 1991.
 JA1592
 JA1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1592.GEOID18 height accuracy estimate available here.
 JA1592
 JA1592.Click photographs - Photos may exist for this station.
 JA1592
 JA1592.The dynamic height is computed by dividing the NAVD 88
 JA1592.geopotential number by the normal gravity value computed on the
 JA1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1592.degrees latitude (g = 980.6199 gals.).
 JA1592
 JA1592.The modeled gravity was interpolated from observed gravity values.
 JA1592
 JA1592;                    North         East    Units  Estimated Accuracy
 JA1592;SPC IN W     -   335,140.      873,720.      MT  (+/- 180 meters Scaled)
 JA1592
 JA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH664354(NAD 83)
 JA1592
 JA1592                          SUPERSEDED SURVEY CONTROL
 JA1592
 JA1592.No superseded survey control is available for this station.
 JA1592
 JA1592_MARKER: I = METAL ROD
 JA1592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1592+WITH SETTING: INFORMATION.
 JA1592_STAMPING: F 356 1986
 JA1592_MARK LOGO: NGS
 JA1592_PROJECTION: FLUSH
 JA1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1592_ROD/PIPE-DEPTH: 2.5 meters
 JA1592
 JA1592  HISTORY     - Date     Condition        Report By
 JA1592  HISTORY     - 1986     MONUMENTED       NGS
 JA1592
 JA1592                          STATION DESCRIPTION
 JA1592
 JA1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1592'10.4 KM (6.45 MI) SOUTH FROM OAKLAND CITY.
 JA1592'10.4 KM (6.5 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1592'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 41.1 M (134.8 FT) SOUTHEAST OF
 JA1592'THE HIGHWAY CENTERLINE, 22.8 M (74.8 FT) SOUTHWEST OF THE CENTER OF
 JA1592'COUNTY ROAD 600 SOUTH, 10.7 M (35.1 FT) SOUTHEAST OF THE NEAR RAIL OF
 JA1592'THE CONRAIL RAILROAD, AND 0.8 M (2.6 FT) SOUTHWEST OF A FENCE CORNER.
 JA1592'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1592'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JA1592'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2847 ***********************************************************************
 JZ2847  DESIGNATION -  F 357
 JZ2847  PID         -  JZ2847
 JZ2847  STATE/COUNTY-  IN/SHELBY
 JZ2847  COUNTRY     -  US
 JZ2847  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2847
 JZ2847                         *CURRENT SURVEY CONTROL
 JZ2847  ______________________________________________________________________
 JZ2847* NAD 83(1986) POSITION- 39 32 14.     (N) 085 46 33.     (W)   SCALED
 JZ2847* NAVD 88 ORTHO HEIGHT -   230.543 (meters)      756.37  (feet) ADJUSTED
 JZ2847  ______________________________________________________________________
 JZ2847  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JZ2847  DYNAMIC HEIGHT  -        230.407 (meters)      755.93  (feet) COMP
 JZ2847  MODELED GRAVITY -    980,034.2   (mgal)                       NAVD 88
 JZ2847
 JZ2847  VERT ORDER      -  FIRST     CLASS II
 JZ2847
 JZ2847.The horizontal coordinates were scaled from a map and have
 JZ2847.an estimated accuracy of +/- 6 seconds.
 JZ2847
 JZ2847.The orthometric height was determined by differential leveling and
 JZ2847.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2847.in June 1991.
 JZ2847
 JZ2847.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2847.GEOID18 height accuracy estimate available here.
 JZ2847
 JZ2847.Click photographs - Photos may exist for this station.
 JZ2847
 JZ2847.The dynamic height is computed by dividing the NAVD 88
 JZ2847.geopotential number by the normal gravity value computed on the
 JZ2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2847.degrees latitude (g = 980.6199 gals.).
 JZ2847
 JZ2847.The modeled gravity was interpolated from observed gravity values.
 JZ2847
 JZ2847;                    North         East    Units  Estimated Accuracy
 JZ2847;SPC IN E     -   476,140.       90,620.      MT  (+/- 180 meters Scaled)
 JZ2847
 JZ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ051771(NAD 83)
 JZ2847
 JZ2847                          SUPERSEDED SURVEY CONTROL
 JZ2847
 JZ2847.No superseded survey control is available for this station.
 JZ2847
 JZ2847_MARKER: I = METAL ROD
 JZ2847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2847_STAMPING: F 357 1986
 JZ2847_MARK LOGO: NGS
 JZ2847_PROJECTION: FLUSH
 JZ2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2847_ROD/PIPE-DEPTH: 12.2 meters
 JZ2847
 JZ2847  HISTORY     - Date     Condition        Report By
 JZ2847  HISTORY     - 1986     MONUMENTED       NGS
 JZ2847  HISTORY     - 20100429 MARK NOT FOUND   INDNR
 JZ2847
 JZ2847                          STATION DESCRIPTION
 JZ2847
 JZ2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2847'5.9 KM (3.65 MI) NW FROM SHELBYVILLE.
 JZ2847'4.4 KM (2.75 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2847'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 1.5 KM (0.95 MI)
 JZ2847'SOUTH ALONG STATE HIGHWAY 9, 26.5 M (86.9 FT) NORTH OF THE CENTER OF A
 JZ2847'GATE AND FIELD ENTRANCE, 13.1 M (43.0 FT) EAST OF THE CENTERLINE OF
 JZ2847'THE HIGHWAY, AND 1.3 M (4.3 FT) EAST OF UTILITY POLE NUMBER 272-250.
 JZ2847'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2847'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JZ2847'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 JZ2847
 JZ2847                          STATION RECOVERY (2010)
 JZ2847
 JZ2847'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2847'THE MARK WAS MOST LIKELY DESTROYED BY THE ADDITIONAL LANES THAT HAVE
 JZ2847'BEEN ADDED TO THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2821 ***********************************************************************
 JZ2821  DESIGNATION -  F 358
 JZ2821  PID         -  JZ2821
 JZ2821  STATE/COUNTY-  IN/DECATUR
 JZ2821  COUNTRY     -  US
 JZ2821  USGS QUAD   -  GREENSBURG (2019)
 JZ2821
 JZ2821                         *CURRENT SURVEY CONTROL
 JZ2821  ______________________________________________________________________
 JZ2821* NAD 83(1986) POSITION- 39 20 12.     (N) 085 28 25.     (W)   SCALED
 JZ2821* NAVD 88 ORTHO HEIGHT -   290.468 (meters)      952.98  (feet) ADJUSTED
 JZ2821  ______________________________________________________________________
 JZ2821  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ2821  DYNAMIC HEIGHT  -        290.286 (meters)      952.38  (feet) COMP
 JZ2821  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JZ2821
 JZ2821  VERT ORDER      -  FIRST     CLASS II
 JZ2821
 JZ2821.The horizontal coordinates were scaled from a map and have
 JZ2821.an estimated accuracy of +/- 6 seconds.
 JZ2821
 JZ2821.The orthometric height was determined by differential leveling and
 JZ2821.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2821.in June 1991.
 JZ2821
 JZ2821.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2821.GEOID18 height accuracy estimate available here.
 JZ2821
 JZ2821.Click photographs - Photos may exist for this station.
 JZ2821
 JZ2821.The dynamic height is computed by dividing the NAVD 88
 JZ2821.geopotential number by the normal gravity value computed on the
 JZ2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2821.degrees latitude (g = 980.6199 gals.).
 JZ2821
 JZ2821.The modeled gravity was interpolated from observed gravity values.
 JZ2821
 JZ2821;                    North         East    Units  Estimated Accuracy
 JZ2821;SPC IN E     -   453,890.      116,640.      MT  (+/- 180 meters Scaled)
 JZ2821
 JZ2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315552(NAD 83)
 JZ2821
 JZ2821                          SUPERSEDED SURVEY CONTROL
 JZ2821
 JZ2821.No superseded survey control is available for this station.
 JZ2821
 JZ2821_MARKER: I = METAL ROD
 JZ2821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2821_STAMPING: F 358 1986
 JZ2821_MARK LOGO: NGS
 JZ2821_PROJECTION: RECESSED 4 CENTIMETERS
 JZ2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2821+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2010
 JZ2821_ROD/PIPE-DEPTH: 10.7 meters
 JZ2821
 JZ2821  HISTORY     - Date     Condition        Report By
 JZ2821  HISTORY     - 1986     MONUMENTED       NGS
 JZ2821  HISTORY     - 20100816 GOOD             HANPRO
 JZ2821
 JZ2821                          STATION DESCRIPTION
 JZ2821
 JZ2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2821'IN GREENSBURG.
 JZ2821'IN GREENSBURG, AT THE INTERSECTION OF EAST MAIN AND NORTH WARREN
 JZ2821'STREETS, 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF MAIN STREET, 6.6 M
 JZ2821'(21.7 FT) WEST OF THE CENTER OF WARREN STREET, 0.8 M (2.6 FT) SOUTH OF
 JZ2821'THE SOUTH EDGE OF A SIDEWALK, AND 0.5 M (1.6 FT) WEST OF A UTILITY
 JZ2821'POLE WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JZ2821'A 5-INCH LOGO CAP.
 JZ2821'THE MARK IS 0.3 M ABOVE THE STREETS.
 JZ2821
 JZ2821                          STATION RECOVERY (2010)
 JZ2821
 JZ2821'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2010 (RLW)
 JZ2821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2793 ***********************************************************************
 JZ2793  DESIGNATION -  F 359
 JZ2793  PID         -  JZ2793
 JZ2793  STATE/COUNTY-  IN/DEARBORN
 JZ2793  COUNTRY     -  US
 JZ2793  USGS QUAD   -  HOOVEN (2016)
 JZ2793
 JZ2793                         *CURRENT SURVEY CONTROL
 JZ2793  ______________________________________________________________________
 JZ2793* NAD 83(1986) POSITION- 39 07 55.     (N) 084 51 29.     (W)   SCALED
 JZ2793* NAVD 88 ORTHO HEIGHT -   166.025 (meters)      544.70  (feet) ADJUSTED
 JZ2793  ______________________________________________________________________
 JZ2793  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ2793  DYNAMIC HEIGHT  -        165.922 (meters)      544.36  (feet) COMP
 JZ2793  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ2793
 JZ2793  VERT ORDER      -  FIRST     CLASS II
 JZ2793
 JZ2793.The horizontal coordinates were scaled from a map and have
 JZ2793.an estimated accuracy of +/- 6 seconds.
 JZ2793
 JZ2793.The orthometric height was determined by differential leveling and
 JZ2793.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2793.in June 1991.
 JZ2793
 JZ2793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2793.GEOID18 height accuracy estimate available here.
 JZ2793
 JZ2793.Click photographs - Photos may exist for this station.
 JZ2793
 JZ2793.The dynamic height is computed by dividing the NAVD 88
 JZ2793.geopotential number by the normal gravity value computed on the
 JZ2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2793.degrees latitude (g = 980.6199 gals.).
 JZ2793
 JZ2793.The modeled gravity was interpolated from observed gravity values.
 JZ2793
 JZ2793;                    North         East    Units  Estimated Accuracy
 JZ2793;SPC IN E     -   431,460.      169,920.      MT  (+/- 180 meters Scaled)
 JZ2793
 JZ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ851336(NAD 83)
 JZ2793
 JZ2793                          SUPERSEDED SURVEY CONTROL
 JZ2793
 JZ2793.No superseded survey control is available for this station.
 JZ2793
 JZ2793_MARKER: F = FLANGE-ENCASED ROD
 JZ2793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2793_STAMPING: F 359 1986
 JZ2793_MARK LOGO: NGS
 JZ2793_PROJECTION: FLUSH
 JZ2793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2793+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 JZ2793_ROD/PIPE-DEPTH: 4.0 meters
 JZ2793
 JZ2793  HISTORY     - Date     Condition        Report By
 JZ2793  HISTORY     - 1986     MONUMENTED       NGS
 JZ2793  HISTORY     - 20060604 GOOD             GEOCAC
 JZ2793  HISTORY     - 20160201 GOOD             INDOT
 JZ2793
 JZ2793                          STATION DESCRIPTION
 JZ2793
 JZ2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2793'4.6 KM (2.85 MI) NORTH FROM LAWRENCEBURG.
 JZ2793'4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2793'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 12.6 M (41.3 FT) WEST OF THE
 JZ2793'CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF
 JZ2793'NOWLIN AVENUE, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.
 JZ2793'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2793'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 JZ2793'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 JZ2793
 JZ2793                          STATION RECOVERY (2006)
 JZ2793
 JZ2793'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2793'LID PRESENT AND IN PLACE, HINGES BROKE LOOSE.
 JZ2793
 JZ2793                          STATION RECOVERY (2016)
 JZ2793
 JZ2793'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CS)
 JZ2793'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0777 ***********************************************************************
 LA0777  DESIGNATION -  F 36
 LA0777  PID         -  LA0777
 LA0777  STATE/COUNTY-  IN/HUNTINGTON
 LA0777  COUNTRY     -  US
 LA0777  USGS QUAD   -  HUNTINGTON (2019)
 LA0777
 LA0777                         *CURRENT SURVEY CONTROL
 LA0777  ______________________________________________________________________
 LA0777* NAD 83(1986) POSITION- 40 58 48.     (N) 085 28 17.     (W)   SCALED
 LA0777* NAVD 88 ORTHO HEIGHT -   265.105 (meters)      869.77  (feet) ADJUSTED
 LA0777  ______________________________________________________________________
 LA0777  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 LA0777  DYNAMIC HEIGHT  -        264.986 (meters)      869.37  (feet) COMP
 LA0777  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 LA0777
 LA0777  VERT ORDER      -  SECOND    CLASS 0
 LA0777
 LA0777.The horizontal coordinates were scaled from a map and have
 LA0777.an estimated accuracy of +/- 6 seconds.
 LA0777
 LA0777.The orthometric height was determined by differential leveling and
 LA0777.adjusted by the NATIONAL GEODETIC SURVEY
 LA0777.in June 1991.
 LA0777
 LA0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0777.GEOID18 height accuracy estimate available here.
 LA0777
 LA0777.Click photographs - Photos may exist for this station.
 LA0777
 LA0777.The dynamic height is computed by dividing the NAVD 88
 LA0777.geopotential number by the normal gravity value computed on the
 LA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0777.degrees latitude (g = 980.6199 gals.).
 LA0777
 LA0777.The modeled gravity was interpolated from observed gravity values.
 LA0777
 LA0777;                    North         East    Units  Estimated Accuracy
 LA0777;SPC IN E     -   636,360.      116,430.      MT  (+/- 180 meters Scaled)
 LA0777
 LA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285376(NAD 83)
 LA0777
 LA0777                          SUPERSEDED SURVEY CONTROL
 LA0777
 LA0777  NGVD 29 (??/??/92)  265.239  (m)          870.21   (f) ADJ UNCH    2 0
 LA0777
 LA0777.Superseded values are not recommended for survey control.
 LA0777
 LA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0777.See file dsdata.pdf to determine how the superseded data were derived.
 LA0777
 LA0777_MARKER: DB = BENCH MARK DISK
 LA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0777_STAMPING: F 36 1934
 LA0777_MARK LOGO: CGS
 LA0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0777+STABILITY: SURFACE MOTION
 LA0777
 LA0777  HISTORY     - Date     Condition        Report By
 LA0777  HISTORY     - 1934     MONUMENTED       CGS
 LA0777  HISTORY     - 1946     GOOD             CGS
 LA0777
 LA0777                          STATION DESCRIPTION
 LA0777
 LA0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0777'7.4 MI N FROM HUNTINGTON.
 LA0777'ABOUT 7.45 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST
 LA0777'OFFICE AT HUNTINGTON, ACROSS THE HIGHWAY FROM N.M. ZORGERS
 LA0777'TWO STORY FARM HOUSE, 122 FEET SOUTH OF A POWER POLE WITH A
 LA0777'TRANSFORMER, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0777'2 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 0.5 FOOT WEST
 LA0777'OF THE RIGHT-OF-WAY FENCE, ABOUT 2 FEET ABOVE THE HIGHWAY,
 LA0777'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0884 ***********************************************************************
 MD0884  DESIGNATION -  F 36 ALLEN
 MD0884  PID         -  MD0884
 MD0884  STATE/COUNTY-  IN/ALLEN
 MD0884  COUNTRY     -  US
 MD0884  USGS QUAD   -  CEDARVILLE (2019)
 MD0884
 MD0884                         *CURRENT SURVEY CONTROL
 MD0884  ______________________________________________________________________
 MD0884* NAD 83(1986) POSITION- 41 07 38.     (N) 085 00 52.     (W)   SCALED
 MD0884* NAVD 88 ORTHO HEIGHT -   235.87  (+/-2cm)      773.9   (feet) VERTCON3
 MD0884  ______________________________________________________________________
 MD0884  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 MD0884  VERT ORDER      -  THIRD (See Below)
 MD0884
 MD0884.The horizontal coordinates were scaled from a map and have
 MD0884.an estimated accuracy of +/- 6 seconds.
 MD0884
 MD0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0884
 MD0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0884.GEOID18 height accuracy estimate available here.
 MD0884
 MD0884.The vertical order pertains to the NGVD 29 superseded value.
 MD0884
 MD0884.Click photographs - Photos may exist for this station.
 MD0884
 MD0884;                    North         East    Units  Estimated Accuracy
 MD0884;SPC IN E     -   652,890.      154,770.      MT  (+/- 180 meters Scaled)
 MD0884
 MD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL666547(NAD 83)
 MD0884
 MD0884                          SUPERSEDED SURVEY CONTROL
 MD0884
 MD0884  NGVD 29 (??/??/??)  236.03   (m)          774.4    (f) RESET       3  
 MD0884
 MD0884.Superseded values are not recommended for survey control.
 MD0884
 MD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0884.See file dsdata.pdf to determine how the superseded data were derived.
 MD0884
 MD0884_MARKER: DB = BENCH MARK DISK
 MD0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0884_SP_SET: ABUTMENT
 MD0884_STAMPING: F 36 ALLEN
 MD0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0884
 MD0884  HISTORY     - Date     Condition        Report By
 MD0884  HISTORY     - UNK      MONUMENTED       INHD
 MD0884  HISTORY     - 1962     GOOD             CGS
 MD0884
 MD0884                          STATION DESCRIPTION
 MD0884
 MD0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0884'6.9 MI SW FROM HARLAN.
 MD0884'ABOUT 6.9 MILES SW ALONG NO. 37 INDIANA HIGHWAY FROM ITS OBLIQUE
 MD0884'INTERSECTION WITH ANTWERP ROAD AT THE MAIN CORNER IN HARLAN, 0.4
 MD0884'MILE SW OF TAYLOR CHAPEL METHODIST CHURCH, IN THE NW END OF THE
 MD0884'SW ABUTMENT OR EASTERLY END OF THE MOST WESTERLY WINGWALL OF
 MD0884'24-FOOT CONCRETE BRIDGE, ON CENTER LINE OF THE ABUTMENT, AND 0.7
 MD0884'FOOT NW OF THE PARAPET WALL, 21 FEET NW OF CENTER LINE OF HWY.,
 MD0884'0.4 FOOT HIGHER THAN SAME, A STANDARD DISK OF THE INDIANA STATE
 MD0884'HIGHWAY COMMISSION SURVEY SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1726 ***********************************************************************
 KA1726  DESIGNATION -  F 360
 KA1726  PID         -  KA1726
 KA1726  STATE/COUNTY-  IN/VIGO
 KA1726  COUNTRY     -  US
 KA1726  USGS QUAD   -  NEW GOSHEN (2019)
 KA1726
 KA1726                         *CURRENT SURVEY CONTROL
 KA1726  ______________________________________________________________________
 KA1726* NAD 83(1986) POSITION- 39 30 07.     (N) 087 25 32.     (W)   SCALED
 KA1726* NAVD 88 ORTHO HEIGHT -   148.107 (meters)      485.91  (feet) ADJUSTED
 KA1726  ______________________________________________________________________
 KA1726  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 KA1726  DYNAMIC HEIGHT  -        148.023 (meters)      485.64  (feet) COMP
 KA1726  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 KA1726
 KA1726  VERT ORDER      -  FIRST     CLASS II
 KA1726
 KA1726.The horizontal coordinates were scaled from a map and have
 KA1726.an estimated accuracy of +/- 6 seconds.
 KA1726
 KA1726.The orthometric height was determined by differential leveling and
 KA1726.adjusted by the NATIONAL GEODETIC SURVEY
 KA1726.in June 1991.
 KA1726
 KA1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1726.GEOID18 height accuracy estimate available here.
 KA1726
 KA1726.Click photographs - Photos may exist for this station.
 KA1726
 KA1726.The dynamic height is computed by dividing the NAVD 88
 KA1726.geopotential number by the normal gravity value computed on the
 KA1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1726.degrees latitude (g = 980.6199 gals.).
 KA1726
 KA1726.The modeled gravity was interpolated from observed gravity values.
 KA1726
 KA1726;                    North         East    Units  Estimated Accuracy
 KA1726;SPC IN W     -   472,280.      870,570.      MT  (+/- 180 meters Scaled)
 KA1726
 KA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ634725(NAD 83)
 KA1726
 KA1726                          SUPERSEDED SURVEY CONTROL
 KA1726
 KA1726.No superseded survey control is available for this station.
 KA1726
 KA1726_MARKER: DV = VERTICAL CONTROL DISK
 KA1726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1726_SP_SET: BRIDGE ABUTMENT
 KA1726_STAMPING: F 360 1986
 KA1726_MARK LOGO: NGS
 KA1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1726
 KA1726  HISTORY     - Date     Condition        Report By
 KA1726  HISTORY     - 1986     MONUMENTED       NGS
 KA1726
 KA1726                          STATION DESCRIPTION
 KA1726
 KA1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1726'4.6 KM (2.85 MI) NORTH FROM TERRE HAUTE.
 KA1726'4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE
 KA1726'IN TERRE HAUTE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 KA1726'SOUTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 KA1726'SPANNING THE WABASH RIVER, 7.0 M (23.0 FT) SOUTHWEST OF THE CENTERLINE
 KA1726'OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.2 M (3.9 FT) EAST OF A
 KA1726'2-INCH GALVANIZED FENCE POST.
 KA1726'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1752 ***********************************************************************
 KA1752  DESIGNATION -  F 361
 KA1752  PID         -  KA1752
 KA1752  STATE/COUNTY-  IN/VERMILLION
 KA1752  COUNTRY     -  US
 KA1752  USGS QUAD   -  DANA (2019)
 KA1752
 KA1752                         *CURRENT SURVEY CONTROL
 KA1752  ______________________________________________________________________
 KA1752* NAD 83(1986) POSITION- 39 51 43.     (N) 087 24 34.     (W)   SCALED
 KA1752* NAVD 88 ORTHO HEIGHT -   184.627 (meters)      605.73  (feet) ADJUSTED
 KA1752  ______________________________________________________________________
 KA1752  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KA1752  DYNAMIC HEIGHT  -        184.527 (meters)      605.40  (feet) COMP
 KA1752  MODELED GRAVITY -    980,082.4   (mgal)                       NAVD 88
 KA1752
 KA1752  VERT ORDER      -  FIRST     CLASS II
 KA1752
 KA1752.The horizontal coordinates were scaled from a map and have
 KA1752.an estimated accuracy of +/- 6 seconds.
 KA1752
 KA1752.The orthometric height was determined by differential leveling and
 KA1752.adjusted by the NATIONAL GEODETIC SURVEY
 KA1752.in June 1991.
 KA1752
 KA1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1752.GEOID18 height accuracy estimate available here.
 KA1752
 KA1752.Click photographs - Photos may exist for this station.
 KA1752
 KA1752.The dynamic height is computed by dividing the NAVD 88
 KA1752.geopotential number by the normal gravity value computed on the
 KA1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1752.degrees latitude (g = 980.6199 gals.).
 KA1752
 KA1752.The modeled gravity was interpolated from observed gravity values.
 KA1752
 KA1752;                    North         East    Units  Estimated Accuracy
 KA1752;SPC IN W     -   512,240.      872,100.      MT  (+/- 180 meters Scaled)
 KA1752
 KA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649125(NAD 83)
 KA1752
 KA1752                          SUPERSEDED SURVEY CONTROL
 KA1752
 KA1752.No superseded survey control is available for this station.
 KA1752
 KA1752_MARKER: I = METAL ROD
 KA1752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1752_STAMPING: F 361 1986
 KA1752_MARK LOGO: NGS
 KA1752_PROJECTION: FLUSH
 KA1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1752+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 KA1752_ROD/PIPE-DEPTH: 6.5 meters
 KA1752
 KA1752  HISTORY     - Date     Condition        Report By
 KA1752  HISTORY     - 1986     MONUMENTED       NGS
 KA1752  HISTORY     - 20160315 GOOD             INDIV
 KA1752
 KA1752                          STATION DESCRIPTION
 KA1752
 KA1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1752'11.4 KM (7.1 MI) SOUTH FROM CAYUGA.
 KA1752'11.4 KM (7.1 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1752'WITH STATE HIGHWAY 234 IN CAYUGA, 35.5 M (116.5 FT) EAST OF THE
 KA1752'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 17.6 M (57.7 FT)
 KA1752'SOUTH OF THE CENTER OF AN OLD RAILROAD BED, 16.6 M (54.5 FT) SOUTHEAST
 KA1752'OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT, AND 5.1 M
 KA1752'(16.7 FT) SOUTH OF UTILITY POLE NUMBER 275-945.  NOTE--ACCESS TO DATUM
 KA1752'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1752'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1752'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 KA1752
 KA1752                          STATION RECOVERY (2016)
 KA1752
 KA1752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 KA1752'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3362 ***********************************************************************
 ME3362  DESIGNATION -  F 367
 ME3362  PID         -  ME3362
 ME3362  STATE/COUNTY-  IN/LAKE
 ME3362  COUNTRY     -  US
 ME3362  USGS QUAD   -  WHITING (2019)
 ME3362
 ME3362                         *CURRENT SURVEY CONTROL
 ME3362  ______________________________________________________________________
 ME3362* NAD 83(1986) POSITION- 41 38 10.     (N) 087 25 55.     (W)   SCALED
 ME3362* NAVD 88 ORTHO HEIGHT -   181.169 (meters)      594.39  (feet) ADJUSTED
 ME3362  ______________________________________________________________________
 ME3362  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 ME3362  DYNAMIC HEIGHT  -        181.104 (meters)      594.17  (feet) COMP
 ME3362  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 ME3362
 ME3362  VERT ORDER      -  FIRST     CLASS II
 ME3362
 ME3362.The horizontal coordinates were scaled from a map and have
 ME3362.an estimated accuracy of +/- 6 seconds.
 ME3362
 ME3362.The orthometric height was determined by differential leveling and
 ME3362.adjusted by the NATIONAL GEODETIC SURVEY
 ME3362.in April 1995.
 ME3362
 ME3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3362.GEOID18 height accuracy estimate available here.
 ME3362
 ME3362.Click photographs - Photos may exist for this station.
 ME3362
 ME3362.The dynamic height is computed by dividing the NAVD 88
 ME3362.geopotential number by the normal gravity value computed on the
 ME3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3362.degrees latitude (g = 980.6199 gals.).
 ME3362
 ME3362.The modeled gravity was interpolated from observed gravity values.
 ME3362
 ME3362;                    North         East    Units  Estimated Accuracy
 ME3362;SPC IN W     -   709,260.      870,950.      MT  (+/- 180 meters Scaled)
 ME3362
 ME3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM640094(NAD 83)
 ME3362
 ME3362                          SUPERSEDED SURVEY CONTROL
 ME3362
 ME3362  NGVD 29 (01/19/93)  181.280  (m)          594.75   (f) ADJUSTED    1 2
 ME3362
 ME3362.Superseded values are not recommended for survey control.
 ME3362
 ME3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3362.See file dsdata.pdf to determine how the superseded data were derived.
 ME3362
 ME3362_MARKER: DV = VERTICAL CONTROL DISK
 ME3362_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3362_SP_SET: PIER
 ME3362_STAMPING: F 367 1992
 ME3362_MARK LOGO: NGS
 ME3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3362+STABILITY: POSITION/ELEVATION WELL
 ME3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3362+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3362
 ME3362  HISTORY     - Date     Condition        Report By
 ME3362  HISTORY     - 1992     MONUMENTED       NGS
 ME3362  HISTORY     - 20150914 MARK NOT FOUND   INDOT
 ME3362
 ME3362                          STATION DESCRIPTION
 ME3362
 ME3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3362'IN GARY, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY 912,
 ME3362'SET VERTICALLY IN THE SOUTHEAST FACE OF THE CENTER PIER OF THE
 ME3362'OVERPASS, 10.3 M (33.8 FT) EAST OF THE CENTER OF THE HIGHWAY 912,
 ME3362'10.0 M (32.8 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES
 ME3362'OF HIGHWAY 12, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
 ME3362
 ME3362                          STATION RECOVERY (2015)
 ME3362
 ME3362'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME3362'CENTER PIER HAS BEEN EXTENDED BY ROAD CONSTRUCTION AND MARK IS
 ME3362'DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1963 ***********************************************************************
 MD1963  DESIGNATION -  F 368
 MD1963  PID         -  MD1963
 MD1963  STATE/COUNTY-  IN/KOSCIUSKO
 MD1963  COUNTRY     -  US
 MD1963  USGS QUAD   -  PIERCETON (2019)
 MD1963
 MD1963                         *CURRENT SURVEY CONTROL
 MD1963  ______________________________________________________________________
 MD1963* NAD 83(1986) POSITION- 41 11 30.     (N) 085 40 16.     (W)   SCALED
 MD1963* NAVD 88 ORTHO HEIGHT -   290.514 (meters)      953.13  (feet) ADJUSTED
 MD1963  ______________________________________________________________________
 MD1963  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 MD1963  DYNAMIC HEIGHT  -        290.393 (meters)      952.73  (feet) COMP
 MD1963  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 MD1963
 MD1963  VERT ORDER      -  FIRST     CLASS II
 MD1963
 MD1963.The horizontal coordinates were scaled from a map and have
 MD1963.an estimated accuracy of +/- 6 seconds.
 MD1963
 MD1963.The orthometric height was determined by differential leveling and
 MD1963.adjusted by the NATIONAL GEODETIC SURVEY
 MD1963.in April 1995.
 MD1963
 MD1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1963.GEOID18 height accuracy estimate available here.
 MD1963
 MD1963.Click photographs - Photos may exist for this station.
 MD1963
 MD1963.The dynamic height is computed by dividing the NAVD 88
 MD1963.geopotential number by the normal gravity value computed on the
 MD1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1963.degrees latitude (g = 980.6199 gals.).
 MD1963
 MD1963.The modeled gravity was interpolated from observed gravity values.
 MD1963
 MD1963;                    North         East    Units  Estimated Accuracy
 MD1963;SPC IN E     -   659,840.       99,630.      MT  (+/- 180 meters Scaled)
 MD1963
 MD1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL114608(NAD 83)
 MD1963
 MD1963                          SUPERSEDED SURVEY CONTROL
 MD1963
 MD1963  NGVD 29 (01/19/93)  290.655  (m)          953.59   (f) ADJUSTED    1 2
 MD1963
 MD1963.Superseded values are not recommended for survey control.
 MD1963
 MD1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1963.See file dsdata.pdf to determine how the superseded data were derived.
 MD1963
 MD1963_MARKER: I = METAL ROD
 MD1963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1963_STAMPING: F 368 1992
 MD1963_MARK LOGO: NGS
 MD1963_PROJECTION: FLUSH
 MD1963_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1963+STABILITY: POSITION/ELEVATION WELL
 MD1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1963+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1963_ROD/PIPE-DEPTH: 14.6 meters
 MD1963_SLEEVE-DEPTH  : 3.1 meters
 MD1963
 MD1963  HISTORY     - Date     Condition        Report By
 MD1963  HISTORY     - 1992     MONUMENTED       NGS
 MD1963  HISTORY     - 19971125 GOOD             USPSQD
 MD1963
 MD1963                          STATION DESCRIPTION
 MD1963
 MD1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1963'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD1963'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 3.1 KM (1.90 MI)
 MD1963'EASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.1 KM (0.05 MI) SOUTHERLY
 MD1963'ALONG COUNTY ROAD 900 EAST, 41.4 M (135.8 FT) EAST OF THE ROAD
 MD1963'CENTER, 15.9 M (52.2 FT) NORTHEAST OF THE NEAR RAIL OF THE CONRAIL
 MD1963'RAILROAD, 1.4 M (4.6 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 1.0 M
 MD1963'(3.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.6 M (2.0 FT)
 MD1963'BELOW THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS
 MD1963'THROUGH A 5-INCH LOGO CAP.
 MD1963
 MD1963                          STATION RECOVERY (1997)
 MD1963
 MD1963'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1071 ***********************************************************************
 LA1071  DESIGNATION -  F 37
 LA1071  PID         -  LA1071
 LA1071  STATE/COUNTY-  IN/BLACKFORD
 LA1071  COUNTRY     -  US
 LA1071  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1071
 LA1071                         *CURRENT SURVEY CONTROL
 LA1071  ______________________________________________________________________
 LA1071* NAD 83(1986) POSITION- 40 28 02.     (N) 085 25 04.     (W)   SCALED
 LA1071* NAVD 88 ORTHO HEIGHT -   279.220 (meters)      916.07  (feet) ADJUSTED
 LA1071  ______________________________________________________________________
 LA1071  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LA1071  DYNAMIC HEIGHT  -        279.078 (meters)      915.61  (feet) COMP
 LA1071  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LA1071
 LA1071  VERT ORDER      -  SECOND    CLASS 0
 LA1071
 LA1071.The horizontal coordinates were scaled from a map and have
 LA1071.an estimated accuracy of +/- 6 seconds.
 LA1071
 LA1071.The orthometric height was determined by differential leveling and
 LA1071.adjusted by the NATIONAL GEODETIC SURVEY
 LA1071.in June 1991.
 LA1071
 LA1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1071.GEOID18 height accuracy estimate available here.
 LA1071
 LA1071.Click photographs - Photos may exist for this station.
 LA1071
 LA1071.The dynamic height is computed by dividing the NAVD 88
 LA1071.geopotential number by the normal gravity value computed on the
 LA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1071.degrees latitude (g = 980.6199 gals.).
 LA1071
 LA1071.The modeled gravity was interpolated from observed gravity values.
 LA1071
 LA1071;                    North         East    Units  Estimated Accuracy
 LA1071;SPC IN E     -   579,430.      121,110.      MT  (+/- 180 meters Scaled)
 LA1071
 LA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK341808(NAD 83)
 LA1071
 LA1071                          SUPERSEDED SURVEY CONTROL
 LA1071
 LA1071  NGVD 29 (??/??/92)  279.354  (m)          916.51   (f) ADJ UNCH    2 0
 LA1071
 LA1071.Superseded values are not recommended for survey control.
 LA1071
 LA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1071.See file dsdata.pdf to determine how the superseded data were derived.
 LA1071
 LA1071_MARKER: DB = BENCH MARK DISK
 LA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1071_STAMPING: F 37 1934
 LA1071_MARK LOGO: CGS
 LA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1071+STABILITY: SURFACE MOTION
 LA1071
 LA1071  HISTORY     - Date     Condition        Report By
 LA1071  HISTORY     - 1934     MONUMENTED       CGS
 LA1071  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1071
 LA1071                          STATION DESCRIPTION
 LA1071
 LA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1071'3 MI W FROM HARTFORD CITY.
 LA1071'3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1071'AT HARTFORD CITY, BLACKFORD COUNTY, 9 RAILS WEST OF A DIRT-ROAD
 LA1071'CROSSING, OPPOSITE MILEPOST 141, 33.7 FEET NORTH OF THE NORTH MAIN
 LA1071'RAIL, 4.2 FEET SOUTH OF A WIRE FENCE, AND 0.5 FOOT LOWER THAN THE
 LA1071'TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 37 1934 AND SET IN
 LA1071'THE TOP OF A CONCRETE POST.
 LA1071
 LA1071                          STATION RECOVERY (1959)
 LA1071
 LA1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ4841 ***********************************************************************
 DQ4841  DESIGNATION -  F 370
 DQ4841  PID         -  DQ4841
 DQ4841  STATE/COUNTY-  IN/HARRISON
 DQ4841  COUNTRY     -  US
 DQ4841  USGS QUAD   -  LEAVENWORTH (2019)
 DQ4841
 DQ4841                         *CURRENT SURVEY CONTROL
 DQ4841  ______________________________________________________________________
 DQ4841* NAD 83(2011) POSITION- 38 11 57.67231(N) 086 15 44.91480(W)   ADJUSTED
 DQ4841* NAD 83(2011) ELLIP HT-   227.665 (meters)        (10/06/17)   ADJUSTED
 DQ4841* NAD 83(2011) EPOCH   -  2010.00
 DQ4841* NAVD 88 ORTHO HEIGHT -   260.859 (meters)      855.83  (feet) ADJUSTED
 DQ4841  ______________________________________________________________________
 DQ4841  GEOID HEIGHT    -        -33.214 (meters)                     GEOID18
 DQ4841  NAD 83(2011) X  -    327,164.778 (meters)                     COMP
 DQ4841  NAD 83(2011) Y  - -5,008,280.023 (meters)                     COMP
 DQ4841  NAD 83(2011) Z  -  3,922,998.047 (meters)                     COMP
 DQ4841  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 DQ4841  DYNAMIC HEIGHT  -        260.671 (meters)      855.22  (feet) COMP
 DQ4841  MODELED GRAVITY -    979,904.6   (mgal)                       NAVD 88
 DQ4841
 DQ4841  VERT ORDER      -  SECOND    CLASS II
 DQ4841
 DQ4841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4841  Standards:
 DQ4841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4841  -------------------------------------------------------------------
 DQ4841  NETWORK    0.46   1.08           0.20   0.17   0.55      0.02638269
 DQ4841  -------------------------------------------------------------------
 DQ4841  Click here for local accuracies and other accuracy information.
 DQ4841
 DQ4841.The horizontal coordinates were established by GPS observations
 DQ4841.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ4841
 DQ4841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4841.been affixed to the stable North American tectonic plate. See 
 DQ4841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ4841
 DQ4841.The horizontal coordinates are valid at the epoch date displayed above
 DQ4841.which is a decimal equivalence of Year/Month/Day.
 DQ4841
 DQ4841.The orthometric height was determined by differential leveling and
 DQ4841.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4841.in May 2017.
 DQ4841
 DQ4841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4841.GEOID18 height accuracy estimate available here.
 DQ4841
 DQ4841.Click photographs - Photos may exist for this station.
 DQ4841
 DQ4841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ4841
 DQ4841.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ4841
 DQ4841.The ellipsoidal height was determined by GPS observations
 DQ4841.and is referenced to NAD 83.
 DQ4841
 DQ4841.The dynamic height is computed by dividing the NAVD 88
 DQ4841.geopotential number by the normal gravity value computed on the
 DQ4841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4841.degrees latitude (g = 980.6199 gals.).
 DQ4841
 DQ4841.The modeled gravity was interpolated from observed gravity values.
 DQ4841
 DQ4841. The following values were computed from the NAD 83(2011) position.
 DQ4841
 DQ4841;                    North         East     Units Scale Factor Converg.
 DQ4841;SPC IN E     -   327,788.997    47,812.068   MT  1.00000020   -0 22 06.4
 DQ4841;SPC IN E     - 1,075,421.07    156,863.43   sFT  1.00000020   -0 22 06.4
 DQ4841;UTM  16      - 4,228,191.104   564,577.349   MT  0.99965136   +0 27 22.0
 DQ4841
 DQ4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4841!SPC IN E     -   0.99996428  x   1.00000020  =   0.99996448
 DQ4841!UTM  16      -   0.99996428  x   0.99965136  =   0.99961565
 DQ4841
 DQ4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6457728191(NAD 83)
 DQ4841
 DQ4841                          SUPERSEDED SURVEY CONTROL
 DQ4841
 DQ4841.No superseded survey control is available for this station.
 DQ4841
 DQ4841_MARKER: F = FLANGE-ENCASED ROD
 DQ4841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ4841_STAMPING: F 370
 DQ4841_MARK LOGO: NONE
 DQ4841_PROJECTION: RECESSED 8 CENTIMETERS
 DQ4841_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ4841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4841+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 DQ4841_ROD/PIPE-DEPTH: 3.05 meters
 DQ4841_SLEEVE-DEPTH  : 0.9 meters
 DQ4841
 DQ4841  HISTORY     - Date     Condition        Report By
 DQ4841  HISTORY     - 20160301 MONUMENTED       INDOT
 DQ4841
 DQ4841                          STATION DESCRIPTION
 DQ4841
 DQ4841'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ4841'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF BEECHWOOD, 6.7
 DQ4841'MI (10.8 KM) NORTH OF NEW AMSTERDAM, 0.2 MI (0.3 KM) EAST OF THE
 DQ4841'O'BANNON WOODS STATE PARK ENTRANCE AND 3.6 MI (5.8 KM) EAST OF
 DQ4841'LEAVENWORTH.  SET ON STATE RIGHT-OF-WAY.
 DQ4841'
 DQ4841'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 62 AND STATE
 DQ4841'ROAD 462, TRAVEL SOUTHERLY AND WESTERLY ALONG STATE ROAD 462
 DQ4841'APPROXIMATELY 2.7 MI (4.3 KM) TO THE PRIVATE GRAVEL DRIVE FOR
 DQ4841'RESIDENCE NUMBER 7150 OLD FOREST ROAD SOUTHWEST.  THE MONUMENT IS
 DQ4841'LOCATED ON THE SOUTH SIDE OF THE ROAD.
 DQ4841'
 DQ4841'THE STATION IS LOCATED 31 FT (9.4 M) SOUTH OF THE CENTERLINE OF OLD
 DQ4841'FOREST ROAD SOUTHWEST, 9 FT (2.7 M) SOUTH OF A PAVED SIDE DITCH, 170
 DQ4841'FT (51.8 M) WEST OF THE CENTERLINE OF A GRAVEL DRIVE, 19.5 FT (5.9 M)
 DQ4841'NORTHEAST FROM OF A CONCRETE RIGHT-OF-WAY MARKER, 96 FT (29.3 M)
 DQ4841'NORTH-NORTHEAST FROM A POWER POLE AND 151 FT (46.0 M) WEST-SOUTHWEST
 DQ4841'FROM THE NORTHWEST CORNER OF A CONCRETE HEADWALL.
 DQ4841'
 DQ4841'NOTE-ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7512 ***********************************************************************
 DR7512  DESIGNATION -  F 375
 DR7512  PID         -  DR7512
 DR7512  STATE/COUNTY-  IN/ELKHART
 DR7512  COUNTRY     -  US
 DR7512  USGS QUAD   -  MILLERSBURG (2019)
 DR7512
 DR7512                         *CURRENT SURVEY CONTROL
 DR7512  ______________________________________________________________________
 DR7512* NAD 83(1986) POSITION- 41 36 04.66   (N) 085 43 59.63   (W)   HD_HELD1
 DR7512* NAVD 88 ORTHO HEIGHT -   269.031 (meters)      882.65  (feet) ADJUSTED
 DR7512  ______________________________________________________________________
 DR7512  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 DR7512  DYNAMIC HEIGHT  -        268.926 (meters)      882.30  (feet) COMP
 DR7512  MODELED GRAVITY -    980,228.4   (mgal)                       NAVD 88
 DR7512
 DR7512  VERT ORDER      -  SECOND    CLASS I
 DR7512
 DR7512.The horizontal coordinates were determined by differentially corrected
 DR7512.hand held GPS observations or other comparable positioning techniques
 DR7512.and have an estimated accuracy of +/- 3 meters.
 DR7512
 DR7512.The orthometric height was determined by differential leveling and
 DR7512.adjusted by the NATIONAL GEODETIC SURVEY
 DR7512.in March 2022.
 DR7512
 DR7512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7512.GEOID18 height accuracy estimate available here.
 DR7512
 DR7512.Click photographs - Photos may exist for this station.
 DR7512
 DR7512.The dynamic height is computed by dividing the NAVD 88
 DR7512.geopotential number by the normal gravity value computed on the
 DR7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7512.degrees latitude (g = 980.6199 gals.).
 DR7512
 DR7512.The modeled gravity was interpolated from observed gravity values.
 DR7512
 DR7512;                    North         East    Units  Estimated Accuracy
 DR7512;SPC IN E     -   705,337.7      94,451.0     MT  (+/- 3 meters HH1 GPS) 
 DR7512
 DR7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0556406284(NAD 83)
 DR7512
 DR7512                          SUPERSEDED SURVEY CONTROL
 DR7512
 DR7512.No superseded survey control is available for this station.
 DR7512
 DR7512_MARKER: F = FLANGE-ENCASED ROD
 DR7512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7512_STAMPING: F 375 2018
 DR7512_MARK LOGO: NONE
 DR7512_PROJECTION: RECESSED 8 CENTIMETERS
 DR7512_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7512+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 DR7512_ROD/PIPE-DEPTH: 9.8 meters
 DR7512_SLEEVE-DEPTH  : 0.9 meters
 DR7512
 DR7512  HISTORY     - Date     Condition        Report By
 DR7512  HISTORY     - 20180606 MONUMENTED       INDOT
 DR7512
 DR7512                          STATION DESCRIPTION
 DR7512
 DR7512'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7512'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF
 DR7512'MILLERSBURG, 5.4 MI (8.7 KM) EAST-NORTHEAST OF GOSHEN AND 5.3 MI (8.5
 DR7512'KM) SOUTH-SOUTHWEST OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7512'
 DR7512'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7512'TRAVEL SOUTH 3.52 MI (5.66 KM) ALONG STATE ROAD 13 TO STATE ROAD 4.
 DR7512'TURN RIGHT (WEST) AND TRAVEL 1.48 MI (2.38 KM) ALONG STATE ROAD 4 TO
 DR7512'THE MONUMENT ON THE LEFT (SOUTH) SIDE OF THE ROAD, IN FRONT OF SILOAM
 DR7512'FELLOWSHIP CHURCH.
 DR7512'
 DR7512'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 40 FT (12.2
 DR7512'M) SOUTHEAST OF THE ROAD CENTERLINE.  IT IS LOCATED 101.72 FT (31.0 M)
 DR7512'EAST-NORTHEAST OF A MAG NAIL SET IN THE NORTHEAST FACE OF A POWER POLE
 DR7512'(NO NUMBER), 78.78 FT (24.0 M) SOUTH-SOUTHEAST OF A MAG NAIL SET IN
 DR7512'THE SOUTH FACE OF A POWER POLE (NO NUMBER), 143.07 FT (43.6 M)
 DR7512'WEST-SOUTHWEST OF A MAG NAIL SET IN THE WEST FACE OF POWER POLE
 DR7512'689-615 AND 23.86 FT (7.3 M) (7.3 M) WEST-NORTHWEST OF THE NORTHWEST
 DR7512'CORNER OF LANDSCAPE BRICKS AROUND A SIGN.
 DR7512'
 DR7512'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7512'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7538 ***********************************************************************
 DR7538  DESIGNATION -  F 376
 DR7538  PID         -  DR7538
 DR7538  STATE/COUNTY-  IN/LAGRANGE
 DR7538  COUNTRY     -  US
 DR7538  USGS QUAD   -  LAGRANGE (2019)
 DR7538
 DR7538                         *CURRENT SURVEY CONTROL
 DR7538  ______________________________________________________________________
 DR7538* NAD 83(1986) POSITION- 41 38 29.91   (N) 085 23 33.96   (W)   HD_HELD1
 DR7538* NAVD 88 ORTHO HEIGHT -   282.337 (meters)      926.30  (feet) ADJUSTED
 DR7538  ______________________________________________________________________
 DR7538  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 DR7538  DYNAMIC HEIGHT  -        282.228 (meters)      925.94  (feet) COMP
 DR7538  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 DR7538
 DR7538  VERT ORDER      -  SECOND    CLASS I
 DR7538
 DR7538.The horizontal coordinates were determined by differentially corrected
 DR7538.hand held GPS observations or other comparable positioning techniques
 DR7538.and have an estimated accuracy of +/- 3 meters.
 DR7538
 DR7538.The orthometric height was determined by differential leveling and
 DR7538.adjusted by the NATIONAL GEODETIC SURVEY
 DR7538.in March 2022.
 DR7538
 DR7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7538.GEOID18 height accuracy estimate available here.
 DR7538
 DR7538.Click photographs - Photos may exist for this station.
 DR7538
 DR7538.The dynamic height is computed by dividing the NAVD 88
 DR7538.geopotential number by the normal gravity value computed on the
 DR7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7538.degrees latitude (g = 980.6199 gals.).
 DR7538
 DR7538.The modeled gravity was interpolated from observed gravity values.
 DR7538
 DR7538;                    North         East    Units  Estimated Accuracy
 DR7538;SPC IN E     -   709,852.9     122,818.9     MT  (+/- 3 meters HH1 GPS) 
 DR7538
 DR7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3385311237(NAD 83)
 DR7538
 DR7538                          SUPERSEDED SURVEY CONTROL
 DR7538
 DR7538.No superseded survey control is available for this station.
 DR7538
 DR7538_MARKER: F = FLANGE-ENCASED ROD
 DR7538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7538_STAMPING: F 376 2018
 DR7538_MARK LOGO: NONE
 DR7538_PROJECTION: RECESSED 8 CENTIMETERS
 DR7538_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7538+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 DR7538_ROD/PIPE-DEPTH: 15.4 meters
 DR7538_SLEEVE-DEPTH  : 0.9 meters
 DR7538
 DR7538  HISTORY     - Date     Condition        Report By
 DR7538  HISTORY     - 20180625 MONUMENTED       INDOT
 DR7538
 DR7538                          STATION DESCRIPTION
 DR7538
 DR7538'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7538'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF WOLCOTTVILLE, 6.6
 DR7538'MI (10.6 KM) WEST-SOUTHWEST OF MONGO AND 1.2 MI (1.9 KM) EAST OF
 DR7538'LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7538'
 DR7538'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7538'LAGRANGE, TRAVEL EAST 1.30 MI (2.09 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7538'MONUMENT ON THE LEFT(NORTH) SIDE OF THE ROAD, LOCATED IN FRONT OF
 DR7538'RIVERSIDE RV AT 1775 U.S. HIGHWAY 20.
 DR7538'
 DR7538'THE STATION IS FLUSH WITH THE GROUND, BETWEEN THE ACCESS DRIVES FOR
 DR7538'RIVERSIDE RV AND APPROXIMATELY 27 FT (8.2 M) SOUTH OF THE ROAD
 DR7538'CENTERLINE.  IT IS LOCATED 138.41 FT (42.2 M) EAST-SOUTHEAST OF A MAG
 DR7538'NAIL SET IN THE SOUTHEAST FACE OF A LIGHT POLE, 23.73 FT (7.2 M)
 DR7538'SOUTH-SOUTHEAST OF A MAG NAIL SET IN THE SOUTH FACE OF TELEPHONE POLE
 DR7538'A287-8708, 49.76 FT (15.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DR7538'METAL RIVERSIDE RV SIGN AND 93.34 FT (28.5 M) WEST-SOUTHWEST OF A MAG
 DR7538'NAIL SET IN THE SOUTH FACE OF POWER POLE 1081-617.
 DR7538'
 DR7538'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7538'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7562 ***********************************************************************
 DR7562  DESIGNATION -  F 377
 DR7562  PID         -  DR7562
 DR7562  STATE/COUNTY-  IN/STEUBEN
 DR7562  COUNTRY     -  US
 DR7562  USGS QUAD   -  ANGOLA WEST (2019)
 DR7562
 DR7562                         *CURRENT SURVEY CONTROL
 DR7562  ______________________________________________________________________
 DR7562* NAD 83(1986) POSITION- 41 38 06.08   (N) 085 00 55.72   (W)   HD_HELD1
 DR7562* NAVD 88 ORTHO HEIGHT -   323.126 (meters)     1060.12  (feet) ADJUSTED
 DR7562  ______________________________________________________________________
 DR7562  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 DR7562  DYNAMIC HEIGHT  -        323.004 (meters)     1059.72  (feet) COMP
 DR7562  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 DR7562
 DR7562  VERT ORDER      -  SECOND    CLASS I
 DR7562
 DR7562.The horizontal coordinates were determined by differentially corrected
 DR7562.hand held GPS observations or other comparable positioning techniques
 DR7562.and have an estimated accuracy of +/- 3 meters.
 DR7562
 DR7562.The orthometric height was determined by differential leveling and
 DR7562.adjusted by the NATIONAL GEODETIC SURVEY
 DR7562.in March 2022.
 DR7562
 DR7562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7562.GEOID18 height accuracy estimate available here.
 DR7562
 DR7562.Click photographs - Photos may exist for this station.
 DR7562
 DR7562.The dynamic height is computed by dividing the NAVD 88
 DR7562.geopotential number by the normal gravity value computed on the
 DR7562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7562.degrees latitude (g = 980.6199 gals.).
 DR7562
 DR7562.The modeled gravity was interpolated from observed gravity values.
 DR7562
 DR7562;                    North         East    Units  Estimated Accuracy
 DR7562;SPC IN E     -   709,286.3     154,257.0     MT  (+/- 3 meters HH1 GPS) 
 DR7562
 DR7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6529311156(NAD 83)
 DR7562
 DR7562                          SUPERSEDED SURVEY CONTROL
 DR7562
 DR7562.No superseded survey control is available for this station.
 DR7562
 DR7562_MARKER: F = FLANGE-ENCASED ROD
 DR7562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7562_STAMPING: F 377 2018
 DR7562_MARK LOGO: NONE
 DR7562_PROJECTION: RECESSED 8 CENTIMETERS
 DR7562_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7562+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 DR7562_ROD/PIPE-DEPTH: 24.8 meters
 DR7562_SLEEVE-DEPTH  : 0.9 meters
 DR7562
 DR7562  HISTORY     - Date     Condition        Report By
 DR7562  HISTORY     - 20180717 MONUMENTED       INDOT
 DR7562
 DR7562                          STATION DESCRIPTION
 DR7562
 DR7562'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7562'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF HAMILTON, 7.9
 DR7562'MI (12.7 KM) NORTH-NORTHEAST OF ASHLEY AND 0.8 MI (1.3 KM) WEST OF
 DR7562'ANGOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7562'
 DR7562'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 (AKA WEST MAUMEE
 DR7562'STREET) AND STATE ROAD 127 (AKA SOUTH WAYNE STREET), TRAVEL WEST 0.84
 DR7562'MI (1.35 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON THE LEFT (SOUTH)
 DR7562'SIDE OF THE ROAD.
 DR7562'
 DR7562'THE STATION IS FLUSH WITH THE GROUND, 42 FT (12.8 M) SOUTH OF THE
 DR7562'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 140 FT (42.7 M) WEST OF
 DR7562'THE WEST EDGE OF THE SMITTY'S PARKING LOT.  IT IS LOCATED 57.63 FT
 DR7562'(17.6 M) WEST OF A MAG NAIL SET IN THE WEST FACE OF POWER POLE
 DR7562'1-075-660, 55.96 FT (17.1 M) NORTH OF A MAG NAIL SET IN THE CENTER OF
 DR7562'A GOLF CART PATH AND 26.02 FT (7.9 M) EAST OF A MAG NAIL SET IN THE
 DR7562'NORTHEAST FACE OF POWER POLE 496-689.
 DR7562'
 DR7562'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7562'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7587 ***********************************************************************
 DR7587  DESIGNATION -  F 378
 DR7587  PID         -  DR7587
 DR7587  STATE/COUNTY-  IN/STEUBEN
 DR7587  COUNTRY     -  US
 DR7587  USGS QUAD   -  STROH (2019)
 DR7587
 DR7587                         *CURRENT SURVEY CONTROL
 DR7587  ______________________________________________________________________
 DR7587* NAD 83(1986) POSITION- 41 36 24.93   (N) 085 11 18.77   (W)   HD_HELD1
 DR7587* NAVD 88 ORTHO HEIGHT -   305.894 (meters)     1003.59  (feet) ADJUSTED
 DR7587  ______________________________________________________________________
 DR7587  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 DR7587  DYNAMIC HEIGHT  -        305.776 (meters)     1003.20  (feet) COMP
 DR7587  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 DR7587
 DR7587  VERT ORDER      -  SECOND    CLASS I
 DR7587
 DR7587.The horizontal coordinates were determined by differentially corrected
 DR7587.hand held GPS observations or other comparable positioning techniques
 DR7587.and have an estimated accuracy of +/- 3 meters.
 DR7587
 DR7587.The orthometric height was determined by differential leveling and
 DR7587.adjusted by the NATIONAL GEODETIC SURVEY
 DR7587.in March 2022.
 DR7587
 DR7587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7587.GEOID18 height accuracy estimate available here.
 DR7587
 DR7587.Click photographs - Photos may exist for this station.
 DR7587
 DR7587.The dynamic height is computed by dividing the NAVD 88
 DR7587.geopotential number by the normal gravity value computed on the
 DR7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7587.degrees latitude (g = 980.6199 gals.).
 DR7587
 DR7587.The modeled gravity was interpolated from observed gravity values.
 DR7587
 DR7587;                    North         East    Units  Estimated Accuracy
 DR7587;SPC IN E     -   706,071.3     139,854.1     MT  (+/- 3 meters HH1 GPS) 
 DR7587
 DR7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5094207719(NAD 83)
 DR7587
 DR7587                          SUPERSEDED SURVEY CONTROL
 DR7587
 DR7587.No superseded survey control is available for this station.
 DR7587
 DR7587_MARKER: F = FLANGE-ENCASED ROD
 DR7587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7587_STAMPING: F 378 2018
 DR7587_MARK LOGO: NONE
 DR7587_PROJECTION: RECESSED 8 CENTIMETERS
 DR7587_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7587+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2018
 DR7587_ROD/PIPE-DEPTH: 5.8 meters
 DR7587_SLEEVE-DEPTH  : 1.5 meters
 DR7587
 DR7587  HISTORY     - Date     Condition        Report By
 DR7587  HISTORY     - 20180802 MONUMENTED       INDOT
 DR7587
 DR7587                          STATION DESCRIPTION
 DR7587
 DR7587'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7587'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF ASHLEY, 7.1 MI
 DR7587'(11.4 KM) SOUTHEAST OF MONGO AND 1.9 MI (3.1 KM) NORTH-NORTHEAST OF
 DR7587'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7587'
 DR7587'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7587'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7587'327 TO COUNTY ROAD WEST 250 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 1.00
 DR7587'MI (1.61 KM) TO THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD,
 DR7587'LOCATED NEAR THE NORTHWEST QUADRANT OF THE INTERSECTION OF COUNTY ROAD
 DR7587'WEST 250 SOUTH AND COUNTY ROAD SOUTH 1050 WEST.
 DR7587'
 DR7587'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED 72.7 FT (22.2 M)
 DR7587'NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD WEST 250 SOUTH,
 DR7587'4.68 FT (1.4 M) SOUTH OF A STOP SIGN POST, 21 FT (6.4 M) WEST OF THE
 DR7587'APPROXIMATE CENTERLINE OF COUNTY ROAD SOUTH 1050 WEST AND 78.59 FT
 DR7587'(24.0 M) NORTH-NORTHWEST OF A RAILROAD SPIKE IN THE CENTER OF THE
 DR7587'INTERSECTION.
 DR7587'
 DR7587'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7587'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0332 ***********************************************************************
 LA0332  DESIGNATION -  F 38
 LA0332  PID         -  LA0332
 LA0332  STATE/COUNTY-  IN/JAY
 LA0332  COUNTRY     -  US
 LA0332  USGS QUAD   -  PORTLAND (2019)
 LA0332
 LA0332                         *CURRENT SURVEY CONTROL
 LA0332  ______________________________________________________________________
 LA0332* NAD 83(1986) POSITION- 40 25 06.     (N) 084 52 50.     (W)   SCALED
 LA0332* NAVD 88 ORTHO HEIGHT -   281.224 (meters)      922.65  (feet) ADJUSTED
 LA0332  ______________________________________________________________________
 LA0332  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 LA0332  DYNAMIC HEIGHT  -        281.086 (meters)      922.20  (feet) COMP
 LA0332  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 LA0332
 LA0332  VERT ORDER      -  SECOND    CLASS 0
 LA0332
 LA0332.The horizontal coordinates were scaled from a map and have
 LA0332.an estimated accuracy of +/- 6 seconds.
 LA0332
 LA0332.The orthometric height was determined by differential leveling and
 LA0332.adjusted by the NATIONAL GEODETIC SURVEY
 LA0332.in June 1991.
 LA0332
 LA0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0332.GEOID18 height accuracy estimate available here.
 LA0332
 LA0332.Click photographs - Photos may exist for this station.
 LA0332
 LA0332.The dynamic height is computed by dividing the NAVD 88
 LA0332.geopotential number by the normal gravity value computed on the
 LA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0332.degrees latitude (g = 980.6199 gals.).
 LA0332
 LA0332.The modeled gravity was interpolated from observed gravity values.
 LA0332
 LA0332;                    North         East    Units  Estimated Accuracy
 LA0332;SPC IN E     -   574,260.      166,720.      MT  (+/- 180 meters Scaled)
 LA0332
 LA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK798763(NAD 83)
 LA0332
 LA0332                          SUPERSEDED SURVEY CONTROL
 LA0332
 LA0332  NGVD 29 (??/??/92)  281.378  (m)          923.15   (f) ADJ UNCH    2 0
 LA0332
 LA0332.Superseded values are not recommended for survey control.
 LA0332
 LA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0332.See file dsdata.pdf to determine how the superseded data were derived.
 LA0332
 LA0332_MARKER: DB = BENCH MARK DISK
 LA0332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0332_SP_SET: CULVERT HEADWALL
 LA0332_STAMPING: F 38 1934
 LA0332_MARK LOGO: CGS
 LA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0332+STABILITY: SURFACE MOTION
 LA0332
 LA0332  HISTORY     - Date     Condition        Report By
 LA0332  HISTORY     - 1934     MONUMENTED       CGS
 LA0332  HISTORY     - 1947     GOOD             CGS
 LA0332
 LA0332                          STATION DESCRIPTION
 LA0332
 LA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0332'5.5 MI E FROM PORTLAND.
 LA0332'ABOUT 5.5 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0332'RAILROAD FROM THE STATION AT PORTLAND, ABOUT 0.8 MILE EAST OF THE
 LA0332'SIDING AT BRICE, ABOUT 0.1 MILE EAST OF A DIRT ROAD CROSSING,
 LA0332'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 LA0332'A TWIN 4-FOOT CONCRETE PIPE CULVERT, 8 FEET NORTH OF AND ABOUT 1
 LA0332'FOOT BELOW THE NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0250 ***********************************************************************
 LA0250  DESIGNATION -  F 39
 LA0250  PID         -  LA0250
 LA0250  STATE/COUNTY-  IN/RANDOLPH
 LA0250  COUNTRY     -  US
 LA0250  USGS QUAD   -  WINCHESTER (2019)
 LA0250
 LA0250                         *CURRENT SURVEY CONTROL
 LA0250  ______________________________________________________________________
 LA0250* NAD 83(1986) POSITION- 40 10 29.     (N) 084 58 35.     (W)   SCALED
 LA0250* NAVD 88 ORTHO HEIGHT -   332.741 (meters)     1091.67  (feet) ADJUSTED
 LA0250  ______________________________________________________________________
 LA0250  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 LA0250  DYNAMIC HEIGHT  -        332.564 (meters)     1091.09  (feet) COMP
 LA0250  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LA0250
 LA0250  VERT ORDER      -  SECOND    CLASS 0
 LA0250
 LA0250.The horizontal coordinates were scaled from a map and have
 LA0250.an estimated accuracy of +/- 6 seconds.
 LA0250
 LA0250.The orthometric height was determined by differential leveling and
 LA0250.adjusted by the NATIONAL GEODETIC SURVEY
 LA0250.in June 1991.
 LA0250
 LA0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0250.GEOID18 height accuracy estimate available here.
 LA0250
 LA0250.Click photographs - Photos may exist for this station.
 LA0250
 LA0250.The dynamic height is computed by dividing the NAVD 88
 LA0250.geopotential number by the normal gravity value computed on the
 LA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0250.degrees latitude (g = 980.6199 gals.).
 LA0250
 LA0250.The modeled gravity was interpolated from observed gravity values.
 LA0250
 LA0250;                    North         East    Units  Estimated Accuracy
 LA0250;SPC IN E     -   547,150.      158,790.      MT  (+/- 180 meters Scaled)
 LA0250
 LA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722491(NAD 83)
 LA0250
 LA0250                          SUPERSEDED SURVEY CONTROL
 LA0250
 LA0250  NGVD 29 (??/??/92)  332.874  (m)         1092.10   (f) ADJ UNCH    2 0
 LA0250
 LA0250.Superseded values are not recommended for survey control.
 LA0250
 LA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0250.See file dsdata.pdf to determine how the superseded data were derived.
 LA0250
 LA0250_MARKER: DB = BENCH MARK DISK
 LA0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0250_SP_SET: ABUTMENT
 LA0250_STAMPING: F 39 1934
 LA0250_MARK LOGO: CGS
 LA0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0250
 LA0250  HISTORY     - Date     Condition        Report By
 LA0250  HISTORY     - 1934     MONUMENTED       CGS
 LA0250  HISTORY     - 1947     GOOD             CGS
 LA0250  HISTORY     - 1969     GOOD             CGS
 LA0250
 LA0250                          STATION DESCRIPTION
 LA0250
 LA0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0250'AT WINCHESTER.
 LA0250'AT WINCHESTER, ABOUT 8 POLES EAST ALONG THE CLEVELAND, CINCINNATI,
 LA0250'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT WINCHESTER,
 LA0250'AT POLE NO. 207/45, SET IN THE TOP OF THE SOUTH END OF THE WEST
 LA0250'CONCRETE ABUTMENT OF A BRIDGE OVER UNION STREET, 27 FEET SOUTH OF
 LA0250'THE SOUTH RAIL OF THE EAST BOUND TRACK AND ABOUT 2 FEET BELOW THE
 LA0250'TRACK.
 LA0250
 LA0250                          STATION RECOVERY (1969)
 LA0250
 LA0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0282 ***********************************************************************
 LB0282  DESIGNATION -  F 4 MIAMI RESET
 LB0282  PID         -  LB0282
 LB0282  STATE/COUNTY-  IN/MIAMI
 LB0282  COUNTRY     -  US
 LB0282  USGS QUAD   -  ONWARD (2019)
 LB0282
 LB0282                         *CURRENT SURVEY CONTROL
 LB0282  ______________________________________________________________________
 LB0282* NAD 83(1986) POSITION- 40 38 36.38   (N) 086 07 40.90   (W)   HD_HELD1
 LB0282* NAVD 88 ORTHO HEIGHT -   246.42  (meters)      808.5   (feet) RESET
 LB0282  ______________________________________________________________________
 LB0282  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 LB0282  VERT ORDER      -  THIRD
 LB0282
 LB0282.The horizontal coordinates were determined by differentially corrected
 LB0282.hand held GPS observations or other comparable positioning techniques
 LB0282.and have an estimated accuracy of +/- 3 meters.
 LB0282
 LB0282.The orthometric height was computed from unverified reset data.
 LB0282
 LB0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0282.GEOID18 height accuracy estimate available here.
 LB0282
 LB0282.Click photographs - Photos may exist for this station.
 LB0282
 LB0282;                    North         East    Units  Estimated Accuracy
 LB0282;SPC IN E     -   599,065.6      60,976.1     MT  (+/- 3 meters HH1 GPS) 
 LB0282
 LB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7372899542(NAD 83)
 LB0282
 LB0282                          SUPERSEDED SURVEY CONTROL
 LB0282
 LB0282.No superseded survey control is available for this station.
 LB0282
 LB0282_MARKER: DB = BENCH MARK DISK
 LB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0282_STAMPING: F 4 MIAMI RESET 1968
 LB0282_MARK LOGO: CGS
 LB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0282+STABILITY: SURFACE MOTION
 LB0282
 LB0282  HISTORY     - Date     Condition        Report By
 LB0282  HISTORY     - 1968     MONUMENTED       CGS
 LB0282  HISTORY     - 1989     GOOD             USPSQD
 LB0282
 LB0282                          STATION DESCRIPTION
 LB0282
 LB0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0282'4.5 MI S FROM NEAD.
 LB0282'1.7 MILES SOUTH OF THE NORTH ENTRANCE OF THE GRISSON AIR FORCE
 LB0282'BASE ALONG U.S. HIGHWAY 31, 103 FEET WEST OF THE CENTERLINE
 LB0282'OF THE HIGHWAY, 43 FEET NORTHWEST OF A POWER POLE, 2 FEET
 LB0282'EAST OF A FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 LB0282'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LB0282'2 INCHES.
 LB0282
 LB0282                          STATION RECOVERY (1989)
 LB0282
 LB0282'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0287 ***********************************************************************
 KA0287  DESIGNATION -  F 4 RESET
 KA0287  PID         -  KA0287
 KA0287  STATE/COUNTY-  IN/MARION
 KA0287  COUNTRY     -  US
 KA0287  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0287
 KA0287                         *CURRENT SURVEY CONTROL
 KA0287  ______________________________________________________________________
 KA0287* NAD 83(1986) POSITION- 39 48 49.     (N) 086 04 43.     (W)   SCALED
 KA0287* NAVD 88 ORTHO HEIGHT -   251.39  (meters)      824.8   (feet) RESET
 KA0287  ______________________________________________________________________
 KA0287  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 KA0287  VERT ORDER      -  THIRD
 KA0287
 KA0287.The horizontal coordinates were scaled from a map and have
 KA0287.an estimated accuracy of +/- 6 seconds.
 KA0287
 KA0287.The orthometric height was computed from unverified reset data.
 KA0287
 KA0287.No vertical observational check was made to the station.
 KA0287
 KA0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0287.GEOID18 height accuracy estimate available here.
 KA0287
 KA0287.Click photographs - Photos may exist for this station.
 KA0287
 KA0287;                    North         East    Units  Estimated Accuracy
 KA0287;SPC IN E     -   506,900.       64,730.      MT  (+/- 180 meters Scaled)
 KA0287
 KA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK788074(NAD 83)
 KA0287
 KA0287                          SUPERSEDED SURVEY CONTROL
 KA0287
 KA0287  NGVD 29 (??/??/??)  251.53   (m)          825.2    (f) RESET       3  
 KA0287
 KA0287.Superseded values are not recommended for survey control.
 KA0287
 KA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0287.See file dsdata.pdf to determine how the superseded data were derived.
 KA0287
 KA0287_MARKER: DB = BENCH MARK DISK
 KA0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0287_SP_SET: BRIDGE
 KA0287_STAMPING: F 4 RESET 1949
 KA0287_MARK LOGO: CGS
 KA0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0287+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 KA0287
 KA0287  HISTORY     - Date     Condition        Report By
 KA0287  HISTORY     - 1949     MONUMENTED       NYCRR
 KA0287  HISTORY     - 1961     GOOD             CGS
 KA0287  HISTORY     - 20040917 GOOD             WOOLPT
 KA0287
 KA0287                          STATION DESCRIPTION
 KA0287
 KA0287'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1949
 KA0287'5.9 MI NE FROM INDIANAPOLIS.
 KA0287'5.9 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0287'UNION STATION AT INDIANAPOLIS, MARION COUNTY, 3.4 MILES SOUTHWEST
 KA0287'OF THE STATION AT LAWRENCE, AT THE NORTHEAST END OF THE RAILROAD
 KA0287'YARD, 18 RAILS SOUTHWEST OF EASTWOOD TOWER, AT THE RAILROAD
 KA0287'OVERPASS OVER 32ND STREET, IN THE TOP OF THE SOUTHEAST END OF THE
 KA0287'NORTHEAST CONCRETE ABUTMENT, 8.7 FEET SOUTHEAST OF THE SOUTHEAST
 KA0287'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 KA0287'STANDARD DISK, STAMPED F 4 RESET 1949.
 KA0287
 KA0287                          STATION RECOVERY (1961)
 KA0287
 KA0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0287'RECOVERED AS DESCRIBED.
 KA0287
 KA0287                          STATION RECOVERY (2004)
 KA0287
 KA0287'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (KS)
 KA0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1297 ***********************************************************************
 MD1297  DESIGNATION -  F 4 WBSH
 MD1297  PID         -  MD1297
 MD1297  STATE/COUNTY-  IN/WABASH
 MD1297  COUNTRY     -  US
 MD1297  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1297
 MD1297                         *CURRENT SURVEY CONTROL
 MD1297  ______________________________________________________________________
 MD1297* NAD 83(1986) POSITION- 41 00 05.     (N) 085 42 10.     (W)   SCALED
 MD1297* NAVD 88 ORTHO HEIGHT -   248.581 (meters)      815.55  (feet) ADJUSTED
 MD1297  ______________________________________________________________________
 MD1297  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 MD1297  DYNAMIC HEIGHT  -        248.466 (meters)      815.18  (feet) COMP
 MD1297  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 MD1297
 MD1297  VERT ORDER      -  SECOND    CLASS 0
 MD1297
 MD1297.The horizontal coordinates were scaled from a map and have
 MD1297.an estimated accuracy of +/- 6 seconds.
 MD1297
 MD1297.The orthometric height was determined by differential leveling and
 MD1297.adjusted by the NATIONAL GEODETIC SURVEY
 MD1297.in June 1991.
 MD1297
 MD1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1297.GEOID18 height accuracy estimate available here.
 MD1297
 MD1297.Click photographs - Photos may exist for this station.
 MD1297
 MD1297.The dynamic height is computed by dividing the NAVD 88
 MD1297.geopotential number by the normal gravity value computed on the
 MD1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1297.degrees latitude (g = 980.6199 gals.).
 MD1297
 MD1297.The modeled gravity was interpolated from observed gravity values.
 MD1297
 MD1297;                    North         East    Units  Estimated Accuracy
 MD1297;SPC IN E     -   638,710.       96,960.      MT  (+/- 180 meters Scaled)
 MD1297
 MD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090397(NAD 83)
 MD1297
 MD1297                          SUPERSEDED SURVEY CONTROL
 MD1297
 MD1297  NGVD 29 (??/??/92)  248.707  (m)          815.97   (f) ADJ UNCH    2 0
 MD1297
 MD1297.Superseded values are not recommended for survey control.
 MD1297
 MD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1297.See file dsdata.pdf to determine how the superseded data were derived.
 MD1297
 MD1297_MARKER: DD = SURVEY DISK
 MD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1297_STAMPING: F 4 WBSH
 MD1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1297+STABILITY: SURFACE MOTION
 MD1297
 MD1297  HISTORY     - Date     Condition        Report By
 MD1297  HISTORY     - UNK      MONUMENTED       INHD
 MD1297  HISTORY     - 1966     MARK NOT FOUND   CGS
 MD1297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1297
 MD1297                          STATION DESCRIPTION
 MD1297
 MD1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1297'3.5 MI E FROM NORTH MANCHESTER.
 MD1297'AT COMPLETE AND THOUROUGH SEARCH WAS MADE FOR THIS MARK, BUT IT
 MD1297'COULD NOT BE FOUND.  THE INTERSECTION OF THE HIGHWAY AND AN
 MD1297'OILED ROAD HAS BEEN WIDENED AT THIS POINT AND IT IT THOUGHT THE
 MD1297'MARK WAS DESTROYED DURING GRADING OPERATIONS.  3.5 MILES EAST
 MD1297'ALONG STATE HIGHWAY 114 FROM THE POST OFFICE BUILDING AT NORTH
 MD1297'MANCHESTER, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF A
 MD1297'PAVED ROAD LEADING NORTH AND A GRAVEL ROAD LEADING SOUTH, 51
 MD1297'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 38 FEET WEST OF THE
 MD1297'CENTERLINE OF THE GRAVEL ROAD, 29 FEET SOUTHEAST OF A TELEPHONE
 MD1297'POLE, 6 FEET NORTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 MD1297'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 20
 MD1297'INCHES.
 MD1297
 MD1297                          STATION RECOVERY (1990)
 MD1297
 MD1297'RECOVERY NOTE BY US POWER SQUADRON 1990 (KL)
 MD1297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1014 ***********************************************************************
 LA1014  DESIGNATION -  F 41
 LA1014  PID         -  LA1014
 LA1014  STATE/COUNTY-  IN/DELAWARE
 LA1014  COUNTRY     -  US
 LA1014  USGS QUAD   -  MUNCIE EAST (2019)
 LA1014
 LA1014                         *CURRENT SURVEY CONTROL
 LA1014  ______________________________________________________________________
 LA1014* NAD 83(1986) POSITION- 40 11 30.     (N) 085 22 05.     (W)   SCALED
 LA1014* NAVD 88 ORTHO HEIGHT -   291.790 (meters)      957.31  (feet) ADJUSTED
 LA1014  ______________________________________________________________________
 LA1014  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LA1014  DYNAMIC HEIGHT  -        291.635 (meters)      956.81  (feet) COMP
 LA1014  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 LA1014
 LA1014  VERT ORDER      -  SECOND    CLASS 0
 LA1014
 LA1014.The horizontal coordinates were scaled from a map and have
 LA1014.an estimated accuracy of +/- 6 seconds.
 LA1014
 LA1014.The orthometric height was determined by differential leveling and
 LA1014.adjusted by the NATIONAL GEODETIC SURVEY
 LA1014.in June 1991.
 LA1014
 LA1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1014.GEOID18 height accuracy estimate available here.
 LA1014
 LA1014.Click photographs - Photos may exist for this station.
 LA1014
 LA1014.The dynamic height is computed by dividing the NAVD 88
 LA1014.geopotential number by the normal gravity value computed on the
 LA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1014.degrees latitude (g = 980.6199 gals.).
 LA1014
 LA1014.The modeled gravity was interpolated from observed gravity values.
 LA1014
 LA1014;                    North         East    Units  Estimated Accuracy
 LA1014;SPC IN E     -   548,840.      125,430.      MT  (+/- 180 meters Scaled)
 LA1014
 LA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK389503(NAD 83)
 LA1014
 LA1014                          SUPERSEDED SURVEY CONTROL
 LA1014
 LA1014  NGVD 29 (??/??/92)  291.926  (m)          957.76   (f) ADJ UNCH    2 0
 LA1014
 LA1014.Superseded values are not recommended for survey control.
 LA1014
 LA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1014.See file dsdata.pdf to determine how the superseded data were derived.
 LA1014
 LA1014_MARKER: DB = BENCH MARK DISK
 LA1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1014_STAMPING: F 41 1934
 LA1014_MARK LOGO: CGS
 LA1014_PROJECTION: FLUSH
 LA1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1014+STABILITY: SURFACE MOTION
 LA1014
 LA1014  HISTORY     - Date     Condition        Report By
 LA1014  HISTORY     - 1934     MONUMENTED       CGS
 LA1014  HISTORY     - 1947     GOOD             CGS
 LA1014
 LA1014                          STATION DESCRIPTION
 LA1014
 LA1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1014'AT MUNCIE.
 LA1014'AT MUNCIE, IN THE SOUTHEAST PART OF TOWN, AT THE CROSSING OF
 LA1014'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY AND
 LA1014'THE PENNSYVANIA RAILROAD, 103 FEET WEST OF THE SOUTHWEST CORNER
 LA1014'OF THE CONTROL TOWER VANCE, 27 FEET NORTH OF THE NORTH RAIL OF
 LA1014'THE C.C.C. AND ST. L. RY., 4 FEET SOUTHWEST OF POLE NO. 228/35,
 LA1014'42.7 FEET WEST OF THE NORTHWEST CORNER OF A SMALL COAL SHED, 1
 LA1014'FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1014'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LA1014'NOTE-- PART OF THE CONCRETE IS CHIPPED OFF THE EAST SIDE OF THE
 LA1014'POST BUT IS APPARENTLY SOLID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1429 ***********************************************************************
 LA1429  DESIGNATION -  F 42
 LA1429  PID         -  LA1429
 LA1429  STATE/COUNTY-  IN/MADISON
 LA1429  COUNTRY     -  US
 LA1429  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1429
 LA1429                         *CURRENT SURVEY CONTROL
 LA1429  ______________________________________________________________________
 LA1429* NAD 83(1986) POSITION- 40 05 44.     (N) 085 42 38.     (W)   SCALED
 LA1429* NAVD 88 ORTHO HEIGHT -   269.021 (meters)      882.61  (feet) ADJUSTED
 LA1429  ______________________________________________________________________
 LA1429  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LA1429  DYNAMIC HEIGHT  -        268.874 (meters)      882.13  (feet) COMP
 LA1429  MODELED GRAVITY -    980,070.3   (mgal)                       NAVD 88
 LA1429
 LA1429  VERT ORDER      -  SECOND    CLASS 0
 LA1429
 LA1429.The horizontal coordinates were scaled from a map and have
 LA1429.an estimated accuracy of +/- 6 seconds.
 LA1429
 LA1429.The orthometric height was determined by differential leveling and
 LA1429.adjusted by the NATIONAL GEODETIC SURVEY
 LA1429.in June 1991.
 LA1429
 LA1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1429.GEOID18 height accuracy estimate available here.
 LA1429
 LA1429.Click photographs - Photos may exist for this station.
 LA1429
 LA1429.The dynamic height is computed by dividing the NAVD 88
 LA1429.geopotential number by the normal gravity value computed on the
 LA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1429.degrees latitude (g = 980.6199 gals.).
 LA1429
 LA1429.The modeled gravity was interpolated from observed gravity values.
 LA1429
 LA1429;                    North         East    Units  Estimated Accuracy
 LA1429;SPC IN E     -   538,130.       96,260.      MT  (+/- 180 meters Scaled)
 LA1429
 LA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK099391(NAD 83)
 LA1429
 LA1429                          SUPERSEDED SURVEY CONTROL
 LA1429
 LA1429  NGVD 29 (??/??/92)  269.157  (m)          883.06   (f) ADJ UNCH    2 0
 LA1429
 LA1429.Superseded values are not recommended for survey control.
 LA1429
 LA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1429.See file dsdata.pdf to determine how the superseded data were derived.
 LA1429
 LA1429_MARKER: DB = BENCH MARK DISK
 LA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1429_STAMPING: F 42 1934
 LA1429_MARK LOGO: CGS
 LA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1429+STABILITY: SURFACE MOTION
 LA1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1429+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 LA1429
 LA1429  HISTORY     - Date     Condition        Report By
 LA1429  HISTORY     - 1934     MONUMENTED       CGS
 LA1429  HISTORY     - 1947     GOOD             CGS
 LA1429  HISTORY     - 20021219 GOOD             INDIV
 LA1429
 LA1429                          STATION DESCRIPTION
 LA1429
 LA1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1429'1.8 MI W FROM ANDERSON.
 LA1429'ABOUT 1.75 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM THE
 LA1429'MERIDIAN STREET STATION AT ANDERSON, NORTH AND ACROSS THE TRACKS
 LA1429'FROM WEST WELL PARK, INSIDE A GARAGE BUILDING OF A GASOLINE
 LA1429'STORAGE YARD, ABOUT 75 YARDS WEST OF THE INTERSECTION OF THE
 LA1429'PENNSYLVANIA RAILROAD, 65 YARDS EAST OF A PAVED ROAD, 28 FEET
 LA1429'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.5 FEET EAST OF THE WEST
 LA1429'WALL OF THE BUILDING, 5.5 FEET NORTH OF THE SOUTH WALL OF THE
 LA1429'BUILDING, 0.5 FOOT BELOW THE CONCRETE FLOOR, AND SET IN THE TOP
 LA1429'OF A CONCRETE POST.  NOTE-- A HOLE WAS LEFT IN THE CONCRETE FLOOR
 LA1429'WHEN THE GARAGE WAS BUILT TO GIVE ACCESS TO THE MARK.
 LA1429
 LA1429                          STATION RECOVERY (2002)
 LA1429
 LA1429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TJ)
 LA1429'THE GARAGE IS ON THE GROUNDS OF THE DON HARTMAN OIL COMPANY AT
 LA1429'ADDRESS OF 2040 RAIBLE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0255 ***********************************************************************
 KA0255  DESIGNATION -  F 43
 KA0255  PID         -  KA0255
 KA0255  STATE/COUNTY-  IN/MARION
 KA0255  COUNTRY     -  US
 KA0255  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0255
 KA0255                         *CURRENT SURVEY CONTROL
 KA0255  ______________________________________________________________________
 KA0255* NAD 83(1986) POSITION- 39 47 53.     (N) 086 08 23.     (W)   SCALED
 KA0255* NAVD 88 ORTHO HEIGHT -   222.182 (meters)      728.94  (feet) ADJUSTED
 KA0255  ______________________________________________________________________
 KA0255  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 KA0255  DYNAMIC HEIGHT  -        222.058 (meters)      728.54  (feet) COMP
 KA0255  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 KA0255
 KA0255  VERT ORDER      -  SECOND    CLASS 0
 KA0255
 KA0255.The horizontal coordinates were scaled from a map and have
 KA0255.an estimated accuracy of +/- 6 seconds.
 KA0255
 KA0255.The orthometric height was determined by differential leveling and
 KA0255.adjusted by the NATIONAL GEODETIC SURVEY
 KA0255.in June 1991.
 KA0255
 KA0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0255.GEOID18 height accuracy estimate available here.
 KA0255
 KA0255.Click photographs - Photos may exist for this station.
 KA0255
 KA0255.The dynamic height is computed by dividing the NAVD 88
 KA0255.geopotential number by the normal gravity value computed on the
 KA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0255.degrees latitude (g = 980.6199 gals.).
 KA0255
 KA0255.The modeled gravity was interpolated from observed gravity values.
 KA0255
 KA0255;                    North         East    Units  Estimated Accuracy
 KA0255;SPC IN E     -   505,200.       59,490.      MT  (+/- 180 meters Scaled)
 KA0255
 KA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736056(NAD 83)
 KA0255
 KA0255                          SUPERSEDED SURVEY CONTROL
 KA0255
 KA0255  NGVD 29 (??/??/92)  222.311  (m)          729.37   (f) ADJ UNCH    2 0
 KA0255
 KA0255.Superseded values are not recommended for survey control.
 KA0255
 KA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0255.See file dsdata.pdf to determine how the superseded data were derived.
 KA0255
 KA0255_MARKER: DB = BENCH MARK DISK
 KA0255_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0255+WITH SETTING: PAVEMENT
 KA0255_SP_SET: SEMAPHORE BASE
 KA0255_STAMPING: F 43 1934
 KA0255_MARK LOGO: CGS
 KA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0255+STABILITY: SURFACE MOTION
 KA0255
 KA0255  HISTORY     - Date     Condition        Report By
 KA0255  HISTORY     - 1934     MONUMENTED       CGS
 KA0255  HISTORY     - 1950     GOOD             CGS
 KA0255  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 KA0255
 KA0255                          STATION DESCRIPTION
 KA0255
 KA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KA0255'AT INDIANAPOLIS.
 KA0255'AT INDIANAPOLIS, MARION COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 KA0255'LOUISVILLE RAILWAY, 1.2 MILES NORTH OF THE SWITCH TOWER AT
 KA0255'MASSACHUSETTS AVENUE, AT THE CROSSING OF 22ND STREET, 122 FEET
 KA0255'NORTH OF THE CENTERLINE OF 22ND STREET, 4.7 FEET EAST OF THE
 KA0255'EAST RAIL OF THE WEST MAIN TRACK, 6.2 FEET WEST OF THE WEST RAIL
 KA0255'OF THE EAST MAIN TRACK, AT SEMAPHORE SIGNAL TOWER B 180-4, IN THE
 KA0255'TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION.
 KA0255'A STANDARD DISK, STAMPED F 43 1934.
 KA0255
 KA0255                          STATION RECOVERY (1976)
 KA0255
 KA0255'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KA0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0477 ***********************************************************************
 LA0477  DESIGNATION -  F 44
 LA0477  PID         -  LA0477
 LA0477  STATE/COUNTY-  IN/ADAMS
 LA0477  COUNTRY     -  US
 LA0477  USGS QUAD   -  WREN (2016)
 LA0477
 LA0477                         *CURRENT SURVEY CONTROL
 LA0477  ______________________________________________________________________
 LA0477* NAD 83(1986) POSITION- 40 48 13.     (N) 084 48 09.     (W)   SCALED
 LA0477* NAVD 88 ORTHO HEIGHT -   252.127 (meters)      827.19  (feet) ADJUSTED
 LA0477  ______________________________________________________________________
 LA0477  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LA0477  DYNAMIC HEIGHT  -        252.016 (meters)      826.82  (feet) COMP
 LA0477  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 LA0477
 LA0477  VERT ORDER      -  SECOND    CLASS 0
 LA0477
 LA0477.The horizontal coordinates were scaled from a map and have
 LA0477.an estimated accuracy of +/- 6 seconds.
 LA0477
 LA0477.The orthometric height was determined by differential leveling and
 LA0477.adjusted by the NATIONAL GEODETIC SURVEY
 LA0477.in June 1991.
 LA0477
 LA0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0477.GEOID18 height accuracy estimate available here.
 LA0477
 LA0477.Click photographs - Photos may exist for this station.
 LA0477
 LA0477.The dynamic height is computed by dividing the NAVD 88
 LA0477.geopotential number by the normal gravity value computed on the
 LA0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0477.degrees latitude (g = 980.6199 gals.).
 LA0477
 LA0477.The modeled gravity was interpolated from observed gravity values.
 LA0477
 LA0477;                    North         East    Units  Estimated Accuracy
 LA0477;SPC IN E     -   617,110.      172,920.      MT  (+/- 180 meters Scaled)
 LA0477
 LA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL853192(NAD 83)
 LA0477
 LA0477                          SUPERSEDED SURVEY CONTROL
 LA0477
 LA0477  NGVD 29 (??/??/92)  252.286  (m)          827.71   (f) ADJ UNCH    2 0
 LA0477
 LA0477.Superseded values are not recommended for survey control.
 LA0477
 LA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0477.See file dsdata.pdf to determine how the superseded data were derived.
 LA0477
 LA0477_MARKER: DB = BENCH MARK DISK
 LA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0477_STAMPING: F 44 1934
 LA0477_MARK LOGO: CGS
 LA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0477+STABILITY: SURFACE MOTION
 LA0477
 LA0477  HISTORY     - Date     Condition        Report By
 LA0477  HISTORY     - 1934     MONUMENTED       CGS
 LA0477  HISTORY     - 1947     GOOD             CGS
 LA0477  HISTORY     - 1959     POOR             USGS
 LA0477
 LA0477                          STATION DESCRIPTION
 LA0477
 LA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0477'1.6 MI W FROM WREN.
 LA0477'IN INDIANA, ABOUT 1.6 MILES WEST ALONG THE ERIE RAILROAD
 LA0477'FROM THE STATION AT WREN, VAN WERT COUNTY OHIO, AT THE
 LA0477'INDIANA-OHIO STATE LINE ROAD, 32 FEET WEST OF THE CENTER LINE
 LA0477'OF THE STATE LINE ROAD, 23.3 FEET SOUTH OF THE SOUTH RAIL OF
 LA0477'THE SOUTH TRACK, 19 FEET NORTH OF THE NORTHEAST CORNER OF A RED
 LA0477'BRICK BUILDING USED AS A PUMPING STATION, 2 FEET SOUTH OF A
 LA0477'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND
 LA0477'SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 LA0477'NOTE-- ORIGINAL DESCRIPTION REFERS TO THE MARK AS BEING IN OHIO.
 LA0477'BEING WEST OF THE STATE LINE ROAD THE MARK IS EVIDENTLY IN
 LA0477'INDIANA.
 LA0477
 LA0477                          STATION RECOVERY (1959)
 LA0477
 LA0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA0477'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2402 ***********************************************************************
 JZ2402  DESIGNATION -  F 44
 JZ2402  PID         -  JZ2402
 JZ2402  STATE/COUNTY-  IN/HANCOCK
 JZ2402  COUNTRY     -  US
 JZ2402  USGS QUAD   -  SHIRLEY (2019)
 JZ2402
 JZ2402                         *CURRENT SURVEY CONTROL
 JZ2402  ______________________________________________________________________
 JZ2402* NAD 83(1986) POSITION- 39 54 59.     (N) 085 35 27.     (W)   SCALED
 JZ2402* NAVD 88 ORTHO HEIGHT -   304.739 (meters)      999.80  (feet) ADJUSTED
 JZ2402  ______________________________________________________________________
 JZ2402  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JZ2402  DYNAMIC HEIGHT  -        304.569 (meters)      999.24  (feet) COMP
 JZ2402  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 JZ2402
 JZ2402  VERT ORDER      -  SECOND    CLASS 0
 JZ2402
 JZ2402.The horizontal coordinates were scaled from a map and have
 JZ2402.an estimated accuracy of +/- 6 seconds.
 JZ2402
 JZ2402.The orthometric height was determined by differential leveling and
 JZ2402.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2402.in June 1991.
 JZ2402
 JZ2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2402.GEOID18 height accuracy estimate available here.
 JZ2402
 JZ2402.Click photographs - Photos may exist for this station.
 JZ2402
 JZ2402.The dynamic height is computed by dividing the NAVD 88
 JZ2402.geopotential number by the normal gravity value computed on the
 JZ2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2402.degrees latitude (g = 980.6199 gals.).
 JZ2402
 JZ2402.The modeled gravity was interpolated from observed gravity values.
 JZ2402
 JZ2402;                    North         East    Units  Estimated Accuracy
 JZ2402;SPC IN E     -   518,240.      106,480.      MT  (+/- 180 meters Scaled)
 JZ2402
 JZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK204194(NAD 83)
 JZ2402
 JZ2402                          SUPERSEDED SURVEY CONTROL
 JZ2402
 JZ2402  NGVD 29 (??/??/92)  304.867  (m)         1000.22   (f) ADJ UNCH    2 0
 JZ2402
 JZ2402.Superseded values are not recommended for survey control.
 JZ2402
 JZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2402.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2402
 JZ2402_MARKER: DB = BENCH MARK DISK
 JZ2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2402_STAMPING: F 44 1934
 JZ2402_MARK LOGO: CGS
 JZ2402_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2402+STABILITY: SURFACE MOTION
 JZ2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2402+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2402
 JZ2402  HISTORY     - Date     Condition        Report By
 JZ2402  HISTORY     - 1934     MONUMENTED       CGS
 JZ2402  HISTORY     - 1947     GOOD             CGS
 JZ2402  HISTORY     - 20090203 GOOD             IN-059
 JZ2402
 JZ2402                          STATION DESCRIPTION
 JZ2402
 JZ2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2402'2 MI N FROM SHIRLEY.
 JZ2402'ABOUT 2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ2402'THE STATION AT SHIRLEY, ABOUT 1.1 MILES NORTH OF THE INTERSECTION
 JZ2402'OF STATE HIGHWAY 234, AT AN EAST-WEST GRAVEL ROAD CROSSING, 30
 JZ2402'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 28 FEET
 JZ2402'SOUTHWEST OF THE SOUTHWEST RAIL, 8.5 FEET NORTH OF A FENCE CORNER,
 JZ2402'2 FEET NORTHEAST OF THE FENCE LINE, 9 FEET NORTHWEST OF POLE
 JZ2402'179/10, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5
 JZ2402'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ2402'PROJECTING 5 INCHES.
 JZ2402
 JZ2402                          STATION RECOVERY (2009)
 JZ2402
 JZ2402'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7599 ***********************************************************************
 DR7599  DESIGNATION -  F 44 NOB
 DR7599  PID         -  DR7599
 DR7599  STATE/COUNTY-  IN/NOBLE
 DR7599  COUNTRY     -  US
 DR7599  USGS QUAD   -  GARRETT (2019)
 DR7599
 DR7599                         *CURRENT SURVEY CONTROL
 DR7599  ______________________________________________________________________
 DR7599* NAD 83(1986) POSITION- 41 22 15.33   (N) 085 14 24.69   (W)   HD_HELD1
 DR7599* NAVD 88 ORTHO HEIGHT -   296.680 (meters)      973.36  (feet) ADJUSTED
 DR7599  ______________________________________________________________________
 DR7599  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 DR7599  DYNAMIC HEIGHT  -        296.561 (meters)      972.97  (feet) COMP
 DR7599  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 DR7599
 DR7599  VERT ORDER      -  SECOND    CLASS I
 DR7599
 DR7599.The horizontal coordinates were determined by differentially corrected
 DR7599.hand held GPS observations or other comparable positioning techniques
 DR7599.and have an estimated accuracy of +/- 3 meters.
 DR7599
 DR7599.The orthometric height was determined by differential leveling and
 DR7599.adjusted by the NATIONAL GEODETIC SURVEY
 DR7599.in March 2022.
 DR7599
 DR7599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7599.GEOID18 height accuracy estimate available here.
 DR7599
 DR7599.Click photographs - Photos may exist for this station.
 DR7599
 DR7599.The dynamic height is computed by dividing the NAVD 88
 DR7599.geopotential number by the normal gravity value computed on the
 DR7599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7599.degrees latitude (g = 980.6199 gals.).
 DR7599
 DR7599.The modeled gravity was interpolated from observed gravity values.
 DR7599
 DR7599;                    North         East    Units  Estimated Accuracy
 DR7599;SPC IN E     -   679,838.6     135,678.5     MT  (+/- 3 meters HH1 GPS) 
 DR7599
 DR7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4717281428(NAD 83)
 DR7599
 DR7599                          SUPERSEDED SURVEY CONTROL
 DR7599
 DR7599.No superseded survey control is available for this station.
 DR7599
 DR7599_MARKER: DB = BENCH MARK DISK
 DR7599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7599_STAMPING: F 44 NOB
 DR7599_MARK LOGO: INHD
 DR7599_PROJECTION: RECESSED 61 CENTIMETERS
 DR7599_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7599+STABILITY: SURFACE MOTION
 DR7599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7599+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 DR7599
 DR7599  HISTORY     - Date     Condition        Report By
 DR7599  HISTORY     - 19920801 MONUMENTED       INHD
 DR7599  HISTORY     - 20191024 GOOD             INDOT
 DR7599
 DR7599                          STATION DESCRIPTION
 DR7599
 DR7599'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DR7599'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF EGE, 5.6
 DR7599'MI (9.0 KM) WEST-NORTHWEST OF GARRETT AND 5.0 MI (8.0 KM)
 DR7599'SOUTH-SOUTHEAST OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7599'
 DR7599'TO REACH FROM THE INTERSECTION OF STATE ROAD 3 AND STATE ROAD 8 (AKA
 DR7599'EAST ALBION STREET) IN AVILLA, TRAVEL WEST 0.92 MI (1.48 KM) TO NORTH
 DR7599'MAIN STREET.  TURN RIGHT (NORTH) AND TRAVEL 0.37 MI (0.60 KM) TO THE
 DR7599'MONUMENT ON THE LEFT (WEST) SIDE OF THE ROAD, LOCATED SOUTH OF ORCHARD
 DR7599'VALLEY DRIVE.
 DR7599'
 DR7599'THE STATION IS ON THE EAST TOE OF THE LANDSCAPE BERM.  IT IS LOCATED
 DR7599'40.0 FT (12.2 M) WEST OF THE ROAD CENTERLINE, 70 FT (21.3 M) NORTH OF
 DR7599'THE LOTHAMER LANE CENTERLINE, 78.5 FT (23.9 M) SOUTHWEST OF THE WEST
 DR7599'FACE OF POWER POLE AVILLA ELECTRIC 311, 91.5 FT (27.9 M)
 DR7599'WEST-NORTHWEST OF THE NORTHWEST BONNET BOLT OF A FIRE HYDRANT IN THE
 DR7599'NORTHEAST CORNER OF MAIN STREET AND LOTHAMER LANE AND 27.4 FT (8.4 M)
 DR7599'NORTH-NORTHWEST OF THE NORTH FACE OF POWER POLE AED-C5.
 DR7599'
 DR7599'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A BROKEN PVC SLEEVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1486 ***********************************************************************
 JZ1486  DESIGNATION -  F 45
 JZ1486  PID         -  JZ1486
 JZ1486  STATE/COUNTY-  IN/HENRY
 JZ1486  COUNTRY     -  US
 JZ1486  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1486
 JZ1486                         *CURRENT SURVEY CONTROL
 JZ1486  ______________________________________________________________________
 JZ1486* NAD 83(1986) POSITION- 39 55 28.     (N) 085 17 26.     (W)   SCALED
 JZ1486* NAVD 88 ORTHO HEIGHT -   331.339 (meters)     1087.07  (feet) ADJUSTED
 JZ1486  ______________________________________________________________________
 JZ1486  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JZ1486  DYNAMIC HEIGHT  -        331.151 (meters)     1086.45  (feet) COMP
 JZ1486  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 JZ1486
 JZ1486  VERT ORDER      -  SECOND    CLASS 0
 JZ1486
 JZ1486.The horizontal coordinates were scaled from a map and have
 JZ1486.an estimated accuracy of +/- 6 seconds.
 JZ1486
 JZ1486.The orthometric height was determined by differential leveling and
 JZ1486.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1486.in June 1991.
 JZ1486
 JZ1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1486.GEOID18 height accuracy estimate available here.
 JZ1486
 JZ1486.Click photographs - Photos may exist for this station.
 JZ1486
 JZ1486.The dynamic height is computed by dividing the NAVD 88
 JZ1486.geopotential number by the normal gravity value computed on the
 JZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1486.degrees latitude (g = 980.6199 gals.).
 JZ1486
 JZ1486.The modeled gravity was interpolated from observed gravity values.
 JZ1486
 JZ1486;                    North         East    Units  Estimated Accuracy
 JZ1486;SPC IN E     -   519,200.      132,150.      MT  (+/- 180 meters Scaled)
 JZ1486
 JZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK460207(NAD 83)
 JZ1486
 JZ1486                          SUPERSEDED SURVEY CONTROL
 JZ1486
 JZ1486  NGVD 29 (??/??/92)  331.469  (m)         1087.49   (f) ADJ UNCH    2 0
 JZ1486
 JZ1486.Superseded values are not recommended for survey control.
 JZ1486
 JZ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1486.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1486
 JZ1486_MARKER: DB = BENCH MARK DISK
 JZ1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1486_STAMPING: F 45 1947
 JZ1486_MARK LOGO: CGS
 JZ1486_PROJECTION: RECESSED 5 CENTIMETERS
 JZ1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1486+STABILITY: SURFACE MOTION
 JZ1486
 JZ1486  HISTORY     - Date     Condition        Report By
 JZ1486  HISTORY     - 1934     MONUMENTED       CGS
 JZ1486  HISTORY     - 1947     GOOD             CGS
 JZ1486
 JZ1486                          STATION DESCRIPTION
 JZ1486
 JZ1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1486'3.9 MI E FROM NEW CASTLE.
 JZ1486'ABOUT 3.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1486'STATION AT NEW CASTLE, ABOUT 0.7 MILE EAST OF ASHLAND, ABOUT 2.0
 JZ1486'MILES WEST OF MILLVILLE, AT A GRAVEL ROAD CROSSING, 36.5 FEET
 JZ1486'WEST OF THE CENTER LINE OF THE ROAD, 171 FEET EAST OF THE EAST
 JZ1486'END OF RAILROAD BRIDGE NUMBER 97-55, 7.6 FEET SOUTH OF THE SOUTH
 JZ1486'RAIL OF THE TRACK, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 JZ1486'ABOUT 1 FOOT BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ1486'POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0623 ***********************************************************************
 MD0623  DESIGNATION -  F 46
 MD0623  PID         -  MD0623
 MD0623  STATE/COUNTY-  IN/ALLEN
 MD0623  COUNTRY     -  US
 MD0623  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0623
 MD0623                         *CURRENT SURVEY CONTROL
 MD0623  ______________________________________________________________________
 MD0623* NAD 83(1986) POSITION- 41 04 11.     (N) 085 02 32.     (W)   SCALED
 MD0623* NAVD 88 ORTHO HEIGHT -   231.949 (meters)      760.99  (feet) ADJUSTED
 MD0623  ______________________________________________________________________
 MD0623  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 MD0623  DYNAMIC HEIGHT  -        231.855 (meters)      760.68  (feet) COMP
 MD0623  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 MD0623
 MD0623  VERT ORDER      -  FIRST     CLASS I
 MD0623
 MD0623.The horizontal coordinates were scaled from a map and have
 MD0623.an estimated accuracy of +/- 6 seconds.
 MD0623
 MD0623.The orthometric height was determined by differential leveling and
 MD0623.adjusted by the NATIONAL GEODETIC SURVEY
 MD0623.in April 1995.
 MD0623
 MD0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0623.GEOID18 height accuracy estimate available here.
 MD0623
 MD0623.Click photographs - Photos may exist for this station.
 MD0623
 MD0623.The dynamic height is computed by dividing the NAVD 88
 MD0623.geopotential number by the normal gravity value computed on the
 MD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0623.degrees latitude (g = 980.6199 gals.).
 MD0623
 MD0623.The modeled gravity was interpolated from observed gravity values.
 MD0623
 MD0623;                    North         East    Units  Estimated Accuracy
 MD0623;SPC IN E     -   646,490.      152,480.      MT  (+/- 180 meters Scaled)
 MD0623
 MD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL644483(NAD 83)
 MD0623
 MD0623                          SUPERSEDED SURVEY CONTROL
 MD0623
 MD0623  NAVD 88 (06/15/91)  231.938  (m)          760.95   (f) SUPERSEDED  1 1
 MD0623  NGVD 29 (01/19/93)  232.111  (m)          761.52   (f) ADJUSTED    1 1
 MD0623  NGVD 29 (??/??/92)  232.098  (m)          761.47   (f) SUPERSEDED  1 1
 MD0623
 MD0623.Superseded values are not recommended for survey control.
 MD0623
 MD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0623.See file dsdata.pdf to determine how the superseded data were derived.
 MD0623
 MD0623_MARKER: DD = SURVEY DISK
 MD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0623_STAMPING: F 46 ALLEN
 MD0623_MARK LOGO: INHD
 MD0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0623+STABILITY: SURFACE MOTION
 MD0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0623+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0623
 MD0623  HISTORY     - Date     Condition        Report By
 MD0623  HISTORY     - UNK      MONUMENTED       INHD
 MD0623  HISTORY     - 1968     GOOD             CGS
 MD0623  HISTORY     - 19921015 GOOD             NGS
 MD0623
 MD0623                          STATION DESCRIPTION
 MD0623
 MD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0623'1.3 MI W FROM NEW HAVEN.
 MD0623'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 14 AND U.S. HIGHWAY 24
 MD0623'FROM THE JUNCTION OF U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN,
 MD0623'0.2 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 30 LEADING
 MD0623'SOUTHEAST, AT THE JUNCTION OF SOUTH BROOKWOOD DRIVE AND THE
 MD0623'HIGHWAYS, 45 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 MD0623'LANE OF THE HIGHWAYS, 62 FEET EAST OF THE CENTER LINE OF SOUTH
 MD0623'BROOKWOOD DRIVE, 8 1/2 FEET SOUTHWEST OF CABLE LINE POLE NO. 809.
 MD0623'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 MD0623'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0623'IN SECTION 10, R 13 E, T 30 N.
 MD0623
 MD0623                          STATION RECOVERY (1992)
 MD0623
 MD0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0623'2.2 KM (1.35 MI) WESTERLY ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF
 MD0623'STATE HIGHWAY 14 IN NEW HAVEN, 18.9 M (62.0 FT) EAST OF THE
 MD0623'CENTERLINE OF BROOKWOOD DRIVE, 18.5 M (60.7 FT) NORTHWEST OF THE
 MD0623'NORTHWEST CORNER OF THE LONG JOHN SILVERS SEAFOOD SHOPPE, 13.8 M
 MD0623'(45.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MD0623'HIGHWAY, 5.2 M (17.1 FT) SOUTHEAST OF UTILITY POLE NUMBER A48150, 2.4
 MD0623'M (7.9 FT) SOUTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE
 MD0623'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT)
 MD0623'ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND THE
 MD0623'STAMPING IS ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1252 ***********************************************************************
 JZ1252  DESIGNATION -  F 46
 JZ1252  PID         -  JZ1252
 JZ1252  STATE/COUNTY-  IN/UNION
 JZ1252  COUNTRY     -  US
 JZ1252  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1252
 JZ1252                         *CURRENT SURVEY CONTROL
 JZ1252  ______________________________________________________________________
 JZ1252* NAD 83(1986) POSITION- 39 36 53.     (N) 084 53 25.     (W)   SCALED
 JZ1252* NAVD 88 ORTHO HEIGHT -   317.615 (meters)     1042.04  (feet) ADJUSTED
 JZ1252  ______________________________________________________________________
 JZ1252  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 JZ1252  DYNAMIC HEIGHT  -        317.431 (meters)     1041.44  (feet) COMP
 JZ1252  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 JZ1252
 JZ1252  VERT ORDER      -  SECOND    CLASS 0
 JZ1252
 JZ1252.The horizontal coordinates were scaled from a map and have
 JZ1252.an estimated accuracy of +/- 6 seconds.
 JZ1252
 JZ1252.The orthometric height was determined by differential leveling and
 JZ1252.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1252.in June 1991.
 JZ1252
 JZ1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1252.GEOID18 height accuracy estimate available here.
 JZ1252
 JZ1252.Click photographs - Photos may exist for this station.
 JZ1252
 JZ1252.The dynamic height is computed by dividing the NAVD 88
 JZ1252.geopotential number by the normal gravity value computed on the
 JZ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1252.degrees latitude (g = 980.6199 gals.).
 JZ1252
 JZ1252.The modeled gravity was interpolated from observed gravity values.
 JZ1252
 JZ1252;                    North         East    Units  Estimated Accuracy
 JZ1252;SPC IN E     -   485,030.      166,670.      MT  (+/- 180 meters Scaled)
 JZ1252
 JZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ811871(NAD 83)
 JZ1252
 JZ1252                          SUPERSEDED SURVEY CONTROL
 JZ1252
 JZ1252  NGVD 29 (??/??/92)  317.768  (m)         1042.54   (f) ADJ UNCH    2 0
 JZ1252
 JZ1252.Superseded values are not recommended for survey control.
 JZ1252
 JZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1252.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1252
 JZ1252_MARKER: DB = BENCH MARK DISK
 JZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1252_STAMPING: F 46 1934
 JZ1252_MARK LOGO: CGS
 JZ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1252+STABILITY: SURFACE MOTION
 JZ1252
 JZ1252  HISTORY     - Date     Condition        Report By
 JZ1252  HISTORY     - 1934     MONUMENTED       CGS
 JZ1252  HISTORY     - 1974     GOOD             USGS
 JZ1252
 JZ1252                          STATION DESCRIPTION
 JZ1252
 JZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1252'1.8 MI W FROM COTTAGE GROVE.
 JZ1252'1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1252'STATION AT COTTAGE GROVE, UNION COUNTY, IN THE NORTHWEST ANGLE
 JZ1252'OF A DIRT-ROAD CROSSING, 29.8 FEET NORTH OF THE NORTH RAIL,
 JZ1252'20.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE J.R. JORDAN
 JZ1252'FARM, 1.9 FEET EAST OF A FENCE CORNER, AND ABOUT 2-1/2 FEET
 JZ1252'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ1252'F 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1252
 JZ1252                          STATION RECOVERY (1974)
 JZ1252
 JZ1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JZ1252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2411 ***********************************************************************
 JZ2411  DESIGNATION -  F 47
 JZ2411  PID         -  JZ2411
 JZ2411  STATE/COUNTY-  IN/SHELBY
 JZ2411  COUNTRY     -  US
 JZ2411  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2411
 JZ2411                         *CURRENT SURVEY CONTROL
 JZ2411  ______________________________________________________________________
 JZ2411* NAD 83(1986) POSITION- 39 34 11.     (N) 085 38 02.     (W)   SCALED
 JZ2411* NAVD 88 ORTHO HEIGHT -   269.814 (meters)      885.21  (feet) ADJUSTED
 JZ2411  ______________________________________________________________________
 JZ2411  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 JZ2411  DYNAMIC HEIGHT  -        269.653 (meters)      884.69  (feet) COMP
 JZ2411  MODELED GRAVITY -    980,024.5   (mgal)                       NAVD 88
 JZ2411
 JZ2411  VERT ORDER      -  SECOND    CLASS 0
 JZ2411
 JZ2411.The horizontal coordinates were scaled from a map and have
 JZ2411.an estimated accuracy of +/- 6 seconds.
 JZ2411
 JZ2411.The orthometric height was determined by differential leveling and
 JZ2411.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2411.in June 1991.
 JZ2411
 JZ2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2411.GEOID18 height accuracy estimate available here.
 JZ2411
 JZ2411.Click photographs - Photos may exist for this station.
 JZ2411
 JZ2411.The dynamic height is computed by dividing the NAVD 88
 JZ2411.geopotential number by the normal gravity value computed on the
 JZ2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2411.degrees latitude (g = 980.6199 gals.).
 JZ2411
 JZ2411.The modeled gravity was interpolated from observed gravity values.
 JZ2411
 JZ2411;                    North         East    Units  Estimated Accuracy
 JZ2411;SPC IN E     -   479,750.      102,820.      MT  (+/- 180 meters Scaled)
 JZ2411
 JZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ173808(NAD 83)
 JZ2411
 JZ2411                          SUPERSEDED SURVEY CONTROL
 JZ2411
 JZ2411  NGVD 29 (??/??/92)  269.935  (m)          885.61   (f) ADJ UNCH    2 0
 JZ2411
 JZ2411.Superseded values are not recommended for survey control.
 JZ2411
 JZ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2411.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2411
 JZ2411_MARKER: DB = BENCH MARK DISK
 JZ2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2411_STAMPING: F 47 1934
 JZ2411_MARK LOGO: CGS
 JZ2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2411+STABILITY: SURFACE MOTION
 JZ2411
 JZ2411  HISTORY     - Date     Condition        Report By
 JZ2411  HISTORY     - 1934     MONUMENTED       CGS
 JZ2411
 JZ2411                          STATION DESCRIPTION
 JZ2411
 JZ2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2411'10 MI W FROM RUSHVILLE.
 JZ2411'IN SHELBY COUNTY, 10.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD
 JZ2411'FROM THE STATION AT RUSHVILLE, RUSH COUNTY, 1.6 FEET NORTH OF
 JZ2411'MILEPOST C 32, 5.7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 JZ2411'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 47
 JZ2411'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0607 ***********************************************************************
 JZ0607  DESIGNATION -  F 48
 JZ0607  PID         -  JZ0607
 JZ0607  STATE/COUNTY-  IN/FRANKLIN
 JZ0607  COUNTRY     -  US
 JZ0607  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0607
 JZ0607                         *CURRENT SURVEY CONTROL
 JZ0607  ______________________________________________________________________
 JZ0607* NAD 83(1986) POSITION- 39 21 23.     (N) 084 56 16.     (W)   SCALED
 JZ0607* NAVD 88 ORTHO HEIGHT -   180.552 (meters)      592.36  (feet) ADJUSTED
 JZ0607  ______________________________________________________________________
 JZ0607  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 JZ0607  DYNAMIC HEIGHT  -        180.444 (meters)      592.01  (feet) COMP
 JZ0607  MODELED GRAVITY -    980,028.6   (mgal)                       NAVD 88
 JZ0607
 JZ0607  VERT ORDER      -  SECOND    CLASS 0
 JZ0607
 JZ0607.The horizontal coordinates were scaled from a map and have
 JZ0607.an estimated accuracy of +/- 6 seconds.
 JZ0607
 JZ0607.The orthometric height was determined by differential leveling and
 JZ0607.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0607.in June 1991.
 JZ0607
 JZ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0607.GEOID18 height accuracy estimate available here.
 JZ0607
 JZ0607.Click photographs - Photos may exist for this station.
 JZ0607
 JZ0607.The dynamic height is computed by dividing the NAVD 88
 JZ0607.geopotential number by the normal gravity value computed on the
 JZ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0607.degrees latitude (g = 980.6199 gals.).
 JZ0607
 JZ0607.The modeled gravity was interpolated from observed gravity values.
 JZ0607
 JZ0607;                    North         East    Units  Estimated Accuracy
 JZ0607;SPC IN E     -   456,310.      162,820.      MT  (+/- 180 meters Scaled)
 JZ0607
 JZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ776583(NAD 83)
 JZ0607
 JZ0607                          SUPERSEDED SURVEY CONTROL
 JZ0607
 JZ0607  NGVD 29 (??/??/92)  180.741  (m)          592.98   (f) ADJ UNCH    2 0
 JZ0607
 JZ0607.Superseded values are not recommended for survey control.
 JZ0607
 JZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0607.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0607
 JZ0607_MARKER: DB = BENCH MARK DISK
 JZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0607_STAMPING: F 48 1934
 JZ0607_MARK LOGO: CGS
 JZ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0607+STABILITY: SURFACE MOTION
 JZ0607
 JZ0607  HISTORY     - Date     Condition        Report By
 JZ0607  HISTORY     - 1934     MONUMENTED       CGS
 JZ0607  HISTORY     - 1936     GOOD             CGS
 JZ0607
 JZ0607                          STATION DESCRIPTION
 JZ0607
 JZ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0607'AT CEDAR GROVE.
 JZ0607'AT CEDAR GROVE, FRANKLIN COUNTY, ON STATE HIGHWAY 1, IN THE
 JZ0607'NORTHWEST ANGLE OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 JZ0607'CHICAGO AND ST. LOUIS RAILWAY, 25 YARDS WEST OF THE STATION, 27.5
 JZ0607'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET NORTH OF
 JZ0607'THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 JZ0607'DISK, STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2198 ***********************************************************************
 JZ2198  DESIGNATION -  F 49
 JZ2198  PID         -  JZ2198
 JZ2198  STATE/COUNTY-  IN/JENNINGS
 JZ2198  COUNTRY     -  US
 JZ2198  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2198
 JZ2198                         *CURRENT SURVEY CONTROL
 JZ2198  ______________________________________________________________________
 JZ2198* NAD 83(1986) POSITION- 39 05 45.     (N) 085 36 39.     (W)   SCALED
 JZ2198* NAVD 88 ORTHO HEIGHT -   223.905 (meters)      734.60  (feet) ADJUSTED
 JZ2198  ______________________________________________________________________
 JZ2198  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 JZ2198  DYNAMIC HEIGHT  -        223.762 (meters)      734.13  (feet) COMP
 JZ2198  MODELED GRAVITY -    979,983.5   (mgal)                       NAVD 88
 JZ2198
 JZ2198  VERT ORDER      -  SECOND    CLASS 0
 JZ2198
 JZ2198.The horizontal coordinates were scaled from a map and have
 JZ2198.an estimated accuracy of +/- 6 seconds.
 JZ2198
 JZ2198.The orthometric height was determined by differential leveling and
 JZ2198.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2198.in June 1991.
 JZ2198
 JZ2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2198.GEOID18 height accuracy estimate available here.
 JZ2198
 JZ2198.Click photographs - Photos may exist for this station.
 JZ2198
 JZ2198.The dynamic height is computed by dividing the NAVD 88
 JZ2198.geopotential number by the normal gravity value computed on the
 JZ2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2198.degrees latitude (g = 980.6199 gals.).
 JZ2198
 JZ2198.The modeled gravity was interpolated from observed gravity values.
 JZ2198
 JZ2198;                    North         East    Units  Estimated Accuracy
 JZ2198;SPC IN E     -   427,140.      104,830.      MT  (+/- 180 meters Scaled)
 JZ2198
 JZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ201283(NAD 83)
 JZ2198
 JZ2198                          SUPERSEDED SURVEY CONTROL
 JZ2198
 JZ2198  NGVD 29 (??/??/92)  224.027  (m)          735.00   (f) ADJ UNCH    2 0
 JZ2198
 JZ2198.Superseded values are not recommended for survey control.
 JZ2198
 JZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2198.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2198
 JZ2198_MARKER: DB = BENCH MARK DISK
 JZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2198_STAMPING: F 49 1934
 JZ2198_MARK LOGO: CGS
 JZ2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2198+STABILITY: SURFACE MOTION
 JZ2198
 JZ2198  HISTORY     - Date     Condition        Report By
 JZ2198  HISTORY     - 1934     MONUMENTED       CGS
 JZ2198
 JZ2198                          STATION DESCRIPTION
 JZ2198
 JZ2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2198'6.3 MI N FROM NORTH VERNON.
 JZ2198'6.3 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2198'ST. LOUIS RAILWAY FROM THE POST OFFICE AT NORTH VERNON, JENNINGS
 JZ2198'COUNTY, 0.8 MILE NORTH OF THE CROSSING OF STATE HIGHWAY 3
 JZ2198'AT BREWERSVILLE SIDING, 0.4 MILE NORTH OF MILEPOST ST. J. 243,
 JZ2198'IN THE NORTHWEST ANGLE OF A FARM-ROAD CROSSING, 31.2 FEET WEST OF
 JZ2198'THE WEST RAIL, 6.6 FEET EAST OF THE FENCE LINE, AND OPPOSITE
 JZ2198'POLE 242/25.  A STANDARD DISK, STAMPED F 49 1934 AND SET IN THE
 JZ2198'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7581 ***********************************************************************
 DR7581  DESIGNATION -  F 5 NOBLE
 DR7581  PID         -  DR7581
 DR7581  STATE/COUNTY-  IN/NOBLE
 DR7581  COUNTRY     -  US
 DR7581  USGS QUAD   -  KENDALLVILLE (2019)
 DR7581
 DR7581                         *CURRENT SURVEY CONTROL
 DR7581  ______________________________________________________________________
 DR7581* NAD 83(1986) POSITION- 41 27 39.69   (N) 085 16 12.00   (W)   HD_HELD1
 DR7581* NAVD 88 ORTHO HEIGHT -   292.732 (meters)      960.40  (feet) ADJUSTED
 DR7581  ______________________________________________________________________
 DR7581  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 DR7581  DYNAMIC HEIGHT  -        292.615 (meters)      960.02  (feet) COMP
 DR7581  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 DR7581
 DR7581  VERT ORDER      -  SECOND    CLASS I
 DR7581
 DR7581.The horizontal coordinates were determined by differentially corrected
 DR7581.hand held GPS observations or other comparable positioning techniques
 DR7581.and have an estimated accuracy of +/- 3 meters.
 DR7581
 DR7581.The orthometric height was determined by differential leveling and
 DR7581.adjusted by the NATIONAL GEODETIC SURVEY
 DR7581.in March 2022.
 DR7581
 DR7581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7581.GEOID18 height accuracy estimate available here.
 DR7581
 DR7581.Click photographs - Photos may exist for this station.
 DR7581
 DR7581.The dynamic height is computed by dividing the NAVD 88
 DR7581.geopotential number by the normal gravity value computed on the
 DR7581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7581.degrees latitude (g = 980.6199 gals.).
 DR7581
 DR7581.The modeled gravity was interpolated from observed gravity values.
 DR7581
 DR7581;                    North         East    Units  Estimated Accuracy
 DR7581;SPC IN E     -   689,833.1     133,138.9     MT  (+/- 3 meters HH1 GPS) 
 DR7581
 DR7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4447991381(NAD 83)
 DR7581
 DR7581                          SUPERSEDED SURVEY CONTROL
 DR7581
 DR7581.No superseded survey control is available for this station.
 DR7581
 DR7581_MARKER: DB = BENCH MARK DISK
 DR7581_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7581_SP_SET: WINGWALL
 DR7581_STAMPING: F 5 NOBLE
 DR7581_MARK LOGO: INHD
 DR7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7581+STABILITY: SURFACE MOTION
 DR7581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7581+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2018
 DR7581
 DR7581  HISTORY     - Date     Condition        Report By
 DR7581  HISTORY     - 1958     MONUMENTED       INHD
 DR7581  HISTORY     - 20180618 GOOD             INDOT
 DR7581
 DR7581                          STATION DESCRIPTION
 DR7581
 DR7581'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7581'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF
 DR7581'WOLCOTTVILLE, 6.6 MI (10.6 KM) WEST-NORTHWEST OF CORUNNA AND 1.4 MI
 DR7581'(2.2 KM) NORTH OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7581'
 DR7581'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7581'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 0.60 MI (0.97 KM)
 DR7581'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7581'ROAD, LOCATED IN A BRIDGE WINGWALL.
 DR7581'
 DR7581'THE STATION IS ON TOP OF THE WEST END OF THE SOUTHEAST WINGWALL.  IT
 DR7581'IS LOCATED 17.5 FT (5.3 M) SOUTH OF THE NORTHEAST CORNER OF A
 DR7581'HEADWALL, 108.2 FT (33.0 M) NORTHWEST OF THE NORTH FACE OF POWER POLE
 DR7581'217-96, 98.7 FT (30.1 M) NORTHEAST OF THE EAST FACE OF POWER POLE
 DR7581'N217-95, AND 27.5 FT (8.4 M) EAST OF THE ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1300 ***********************************************************************
 MD1300  DESIGNATION -  F 5 WBSH
 MD1300  PID         -  MD1300
 MD1300  STATE/COUNTY-  IN/WABASH
 MD1300  COUNTRY     -  US
 MD1300  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1300
 MD1300                         *CURRENT SURVEY CONTROL
 MD1300  ______________________________________________________________________
 MD1300* NAD 83(1986) POSITION- 41 00 08.     (N) 085 38 38.     (W)   SCALED
 MD1300* NAVD 88 ORTHO HEIGHT -   267.319 (meters)      877.03  (feet) ADJUSTED
 MD1300  ______________________________________________________________________
 MD1300  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 MD1300  DYNAMIC HEIGHT  -        267.196 (meters)      876.63  (feet) COMP
 MD1300  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 MD1300
 MD1300  VERT ORDER      -  SECOND    CLASS 0
 MD1300
 MD1300.The horizontal coordinates were scaled from a map and have
 MD1300.an estimated accuracy of +/- 6 seconds.
 MD1300
 MD1300.The orthometric height was determined by differential leveling and
 MD1300.adjusted by the NATIONAL GEODETIC SURVEY
 MD1300.in June 1991.
 MD1300
 MD1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1300.GEOID18 height accuracy estimate available here.
 MD1300
 MD1300.Click photographs - Photos may exist for this station.
 MD1300
 MD1300.The dynamic height is computed by dividing the NAVD 88
 MD1300.geopotential number by the normal gravity value computed on the
 MD1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1300.degrees latitude (g = 980.6199 gals.).
 MD1300
 MD1300.The modeled gravity was interpolated from observed gravity values.
 MD1300
 MD1300;                    North         East    Units  Estimated Accuracy
 MD1300;SPC IN E     -   638,810.      101,920.      MT  (+/- 180 meters Scaled)
 MD1300
 MD1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL140398(NAD 83)
 MD1300
 MD1300                          SUPERSEDED SURVEY CONTROL
 MD1300
 MD1300  NGVD 29 (??/??/92)  267.446  (m)          877.45   (f) ADJ UNCH    2 0
 MD1300
 MD1300.Superseded values are not recommended for survey control.
 MD1300
 MD1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1300.See file dsdata.pdf to determine how the superseded data were derived.
 MD1300
 MD1300_MARKER: DD = SURVEY DISK
 MD1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1300_STAMPING: F 5 WBSH
 MD1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1300+STABILITY: SURFACE MOTION
 MD1300
 MD1300  HISTORY     - Date     Condition        Report By
 MD1300  HISTORY     - UNK      MONUMENTED       INHD
 MD1300  HISTORY     - 1960     GOOD             CGS
 MD1300  HISTORY     - 1966     GOOD             INHD
 MD1300  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1300
 MD1300                          STATION DESCRIPTION
 MD1300
 MD1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD1300'3.7 MI W FROM LUTHER.
 MD1300'ABOUT 3.7 MILES W ALONG NO. 114 INDIANA HIGHWAY FROM ITS
 MD1300'INTERSECTION WITH NO. 5 INDIANA HWY. AT LUTHER, AT E-W AND S ROAD
 MD1300'T-INTERSECTION, 49 FEET S OF CENTER LINE OF 20-FOOT ASPHALT
 MD1300'HIGHWAY PAVEMENT, 0.8 FOOT HIGHER THAN SAME, 37 FEET W OF CENTER
 MD1300'LINE OF GRAVELED WABASH-HUNTINGTON COUNTY LINE ROAD, A CAST
 MD1300'BRONZE DOMED DISK OF THE STATE HIGHWAY COMMISSION OF INDIANA
 MD1300'SURVEY IS SET IN TOP OF A CONCRETE POST THAT PROJECTS ABOUT
 MD1300'2 FEET ABOVE GROUND.
 MD1300
 MD1300                          STATION RECOVERY (1966)
 MD1300
 MD1300'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1966
 MD1300'RECOVERED IN GOOD CONDITION.
 MD1300
 MD1300                          STATION RECOVERY (1990)
 MD1300
 MD1300'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJU)
 MD1300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0689 ***********************************************************************
 KA0689  DESIGNATION -  F 50
 KA0689  PID         -  KA0689
 KA0689  STATE/COUNTY-  IN/HENDRICKS
 KA0689  COUNTRY     -  US
 KA0689  USGS QUAD   -  LIZTON (2019)
 KA0689
 KA0689                         *CURRENT SURVEY CONTROL
 KA0689  ______________________________________________________________________
 KA0689* NAD 83(1986) POSITION- 39 52 43.     (N) 086 30 36.     (W)   SCALED
 KA0689* NAVD 88 ORTHO HEIGHT -   294.271 (meters)      965.45  (feet) ADJUSTED
 KA0689  ______________________________________________________________________
 KA0689  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 KA0689  DYNAMIC HEIGHT  -        294.109 (meters)      964.92  (feet) COMP
 KA0689  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 KA0689
 KA0689  VERT ORDER      -  SECOND    CLASS 0
 KA0689
 KA0689.The horizontal coordinates were scaled from a map and have
 KA0689.an estimated accuracy of +/- 6 seconds.
 KA0689
 KA0689.The orthometric height was determined by differential leveling and
 KA0689.adjusted by the NATIONAL GEODETIC SURVEY
 KA0689.in June 1991.
 KA0689
 KA0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0689.GEOID18 height accuracy estimate available here.
 KA0689
 KA0689.Click photographs - Photos may exist for this station.
 KA0689
 KA0689.The dynamic height is computed by dividing the NAVD 88
 KA0689.geopotential number by the normal gravity value computed on the
 KA0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0689.degrees latitude (g = 980.6199 gals.).
 KA0689
 KA0689.The modeled gravity was interpolated from observed gravity values.
 KA0689
 KA0689;                    North         East    Units  Estimated Accuracy
 KA0689;SPC IN W     -   514,200.      949,040.      MT  (+/- 180 meters Scaled)
 KA0689
 KA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK419143(NAD 83)
 KA0689
 KA0689                          SUPERSEDED SURVEY CONTROL
 KA0689
 KA0689  NGVD 29 (??/??/92)  294.372  (m)          965.79   (f) ADJ UNCH    2 0
 KA0689
 KA0689.Superseded values are not recommended for survey control.
 KA0689
 KA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0689.See file dsdata.pdf to determine how the superseded data were derived.
 KA0689
 KA0689_MARKER: DB = BENCH MARK DISK
 KA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0689_STAMPING: F 50 1934
 KA0689_MARK LOGO: CGS
 KA0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0689+STABILITY: SURFACE MOTION
 KA0689
 KA0689  HISTORY     - Date     Condition        Report By
 KA0689  HISTORY     - 1934     MONUMENTED       CGS
 KA0689  HISTORY     - 1946     GOOD             CGS
 KA0689
 KA0689                          STATION DESCRIPTION
 KA0689
 KA0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0689'1.9 MI SE FROM LIZTON.
 KA0689'RECOVERED AS FOLLOWS-- 1.9 MILES SOUTHEAST ALONG THE PEORIA AND
 KA0689'EASTERN RAILWAY FROM THE POST OFFICE AT LIZTON, 74 FEET NORTHEAST
 KA0689'ACROSS THE TRACK FROM POLE 20/20, AT THE CROSSING OF A
 KA0689'NORTH-AND-SOUTH ROAD AND AT THE JUNCTION OF A ROAD LEADING EAST
 KA0689'FROM THE NORTH-AND-SOUTH ROAD, 99 FEET SOUTHEAST ACROSS THE
 KA0689'EAST-AND-WEST ROAD FROM THE SOUTHEAST CORNER OF A SMALL RED-BRICK
 KA0689'BUILDING, 28.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KA0689'TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 KA0689'ROAD, 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 KA0689'RIGHT-OF-WAY FENCE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 KA0689'POST, AND ABOUT 3 FEET LOWER THAN THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0850 ***********************************************************************
 KA0850  DESIGNATION -  F 51
 KA0850  PID         -  KA0850
 KA0850  STATE/COUNTY-  IN/PARKE
 KA0850  COUNTRY     -  US
 KA0850  USGS QUAD   -  CLINTON (2019)
 KA0850
 KA0850                         *CURRENT SURVEY CONTROL
 KA0850  ______________________________________________________________________
 KA0850* NAD 83(1986) POSITION- 39 39 31.62   (N) 087 23 35.77   (W)   HD_HELD1
 KA0850* NAVD 88 ORTHO HEIGHT -   149.223 (meters)      489.58  (feet) ADJUSTED
 KA0850  ______________________________________________________________________
 KA0850  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 KA0850  DYNAMIC HEIGHT  -        149.139 (meters)      489.30  (feet) COMP
 KA0850  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 KA0850
 KA0850  VERT ORDER      -  SECOND    CLASS 0
 KA0850
 KA0850.The horizontal coordinates were determined by differentially corrected
 KA0850.hand held GPS observations or other comparable positioning techniques
 KA0850.and have an estimated accuracy of +/- 3 meters.
 KA0850
 KA0850.The orthometric height was determined by differential leveling and
 KA0850.adjusted by the NATIONAL GEODETIC SURVEY
 KA0850.in June 1991.
 KA0850
 KA0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0850.GEOID18 height accuracy estimate available here.
 KA0850
 KA0850.Click photographs - Photos may exist for this station.
 KA0850
 KA0850.The dynamic height is computed by dividing the NAVD 88
 KA0850.geopotential number by the normal gravity value computed on the
 KA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0850.degrees latitude (g = 980.6199 gals.).
 KA0850
 KA0850.The modeled gravity was interpolated from observed gravity values.
 KA0850
 KA0850;                    North         East    Units  Estimated Accuracy
 KA0850;SPC IN W     -   489,679.1     873,403.0     MT  (+/- 3 meters HH1 GPS) 
 KA0850
 KA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6626489960(NAD 83)
 KA0850
 KA0850                          SUPERSEDED SURVEY CONTROL
 KA0850
 KA0850  NGVD 29 (??/??/92)  149.329  (m)          489.92   (f) ADJ UNCH    2 0
 KA0850
 KA0850.Superseded values are not recommended for survey control.
 KA0850
 KA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0850.See file dsdata.pdf to determine how the superseded data were derived.
 KA0850
 KA0850_MARKER: DB = BENCH MARK DISK
 KA0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0850_SP_SET: BRIDGE
 KA0850_STAMPING: F 51 1934
 KA0850_MARK LOGO: CGS
 KA0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0850
 KA0850  HISTORY     - Date     Condition        Report By
 KA0850  HISTORY     - 1934     MONUMENTED       CGS
 KA0850  HISTORY     - 1946     GOOD             CGS
 KA0850  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0850
 KA0850                          STATION DESCRIPTION
 KA0850
 KA0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0850'0.3 MI E FROM CLINTON.
 KA0850'IN PARKE COUNTY, 0.3 MILE EAST ALONG THE CHICAGO AND EASTERN
 KA0850'ILLINOIS RAILROAD FROM THE STATION AT CLINTON, VERMILLION
 KA0850'COUNTY, AT BRIDGE 163.1 OVER WABASH RIVER AND STATE HIGHWAY 63,
 KA0850'IN THE TOP OF THE NORTH END OF THE EAST BRIDGE SEAT, 2 YARDS
 KA0850'NORTH OF THE NORTH RAIL, ABOUT 18 FEET HIGHER THAN THE ROAD,
 KA0850'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KA0850'F 51 1934.  NOTE-- STATE HIGHWAY 63 HAS BEEN RE-ROUTED AND IS
 KA0850'NOW 0.2 MILE EAST OF THE RAILROAD.  THE OLD HIGHWAY IS STILL IN
 KA0850'USE BUT NOT NUMBERED.
 KA0850
 KA0850                          STATION RECOVERY (1986)
 KA0850
 KA0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0850'THIS BRIDGE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0326 ***********************************************************************
 KA0326  DESIGNATION -  F 53
 KA0326  PID         -  KA0326
 KA0326  STATE/COUNTY-  IN/BROWN
 KA0326  COUNTRY     -  US
 KA0326  USGS QUAD   -  BELMONT (2019)
 KA0326
 KA0326                         *CURRENT SURVEY CONTROL
 KA0326  ______________________________________________________________________
 KA0326* NAD 83(1986) POSITION- 39 09 27.     (N) 086 17 46.     (W)   SCALED
 KA0326* NAVD 88 ORTHO HEIGHT -   180.095 (meters)      590.86  (feet) ADJUSTED
 KA0326  ______________________________________________________________________
 KA0326  GEOID HEIGHT    -        -33.273 (meters)                     GEOID18
 KA0326  DYNAMIC HEIGHT  -        179.986 (meters)      590.50  (feet) COMP
 KA0326  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 KA0326
 KA0326  VERT ORDER      -  SECOND    CLASS 0
 KA0326
 KA0326.The horizontal coordinates were scaled from a map and have
 KA0326.an estimated accuracy of +/- 6 seconds.
 KA0326
 KA0326.The orthometric height was determined by differential leveling and
 KA0326.adjusted by the NATIONAL GEODETIC SURVEY
 KA0326.in June 1991.
 KA0326
 KA0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0326.GEOID18 height accuracy estimate available here.
 KA0326
 KA0326.Click photographs - Photos may exist for this station.
 KA0326
 KA0326.The dynamic height is computed by dividing the NAVD 88
 KA0326.geopotential number by the normal gravity value computed on the
 KA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0326.degrees latitude (g = 980.6199 gals.).
 KA0326
 KA0326.The modeled gravity was interpolated from observed gravity values.
 KA0326
 KA0326;                    North         East    Units  Estimated Accuracy
 KA0326;SPC IN E     -   434,170.       45,600.      MT  (+/- 180 meters Scaled)
 KA0326
 KA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ608344(NAD 83)
 KA0326
 KA0326                          SUPERSEDED SURVEY CONTROL
 KA0326
 KA0326  NGVD 29 (??/??/92)  180.214  (m)          591.25   (f) ADJ UNCH    2 0
 KA0326
 KA0326.Superseded values are not recommended for survey control.
 KA0326
 KA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0326.See file dsdata.pdf to determine how the superseded data were derived.
 KA0326
 KA0326_MARKER: DB = BENCH MARK DISK
 KA0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0326_STAMPING: F 53 1934
 KA0326_MARK LOGO: CGS
 KA0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0326+STABILITY: SURFACE MOTION
 KA0326
 KA0326  HISTORY     - Date     Condition        Report By
 KA0326  HISTORY     - 1934     MONUMENTED       CGS
 KA0326  HISTORY     - 1966     GOOD             CGS
 KA0326  HISTORY     - 20220729 MARK NOT FOUND   INDOT
 KA0326
 KA0326                          STATION DESCRIPTION
 KA0326
 KA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0326'4.7 MI W FROM NASHVILLE.
 KA0326'4.7 MILES WEST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0326'AT NASHVILLE, BROWN COUNTY, 2.0 MILES WEST OF THE WEST ENTRANCE
 KA0326'TO THE BROWN COUNTY PARK, 75 YARDS SOUTH OF THE TREVA FLEETWOOD
 KA0326'FARMHOUSE, 30 YARDS SOUTHEAST OF A CANE MILL, 22 YARDS EAST OF A
 KA0326'SMALL BRIDGE OVER A DITCH, AND 11 YARDS SOUTH OF THE CENTERLINE
 KA0326'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 53 1934 AND SET IN THE
 KA0326'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0326
 KA0326                          STATION RECOVERY (1966)
 KA0326
 KA0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0326'RECOVERED IN GOOD CONDITION.
 KA0326
 KA0326                          STATION RECOVERY (2022)
 KA0326
 KA0326'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0326'MARK WAS NOT FOUND.  APPEARS TO HAVE BEEN DEMOLISHED BY ROADWAY
 KA0326'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1185 ***********************************************************************
 KA1185  DESIGNATION -  F 54
 KA1185  PID         -  KA1185
 KA1185  STATE/COUNTY-  IN/GREENE
 KA1185  COUNTRY     -  US
 KA1185  USGS QUAD   -  LINTON (2019)
 KA1185
 KA1185                         *CURRENT SURVEY CONTROL
 KA1185  ______________________________________________________________________
 KA1185* NAD 83(1986) POSITION- 39 01 52.     (N) 087 11 58.     (W)   SCALED
 KA1185* NAVD 88 ORTHO HEIGHT -   156.065 (meters)      512.02  (feet) ADJUSTED
 KA1185  ______________________________________________________________________
 KA1185  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 KA1185  DYNAMIC HEIGHT  -        155.971 (meters)      511.71  (feet) COMP
 KA1185  MODELED GRAVITY -    980,021.2   (mgal)                       NAVD 88
 KA1185
 KA1185  VERT ORDER      -  SECOND    CLASS 0
 KA1185
 KA1185.The horizontal coordinates were scaled from a map and have
 KA1185.an estimated accuracy of +/- 6 seconds.
 KA1185
 KA1185.The orthometric height was determined by differential leveling and
 KA1185.adjusted by the NATIONAL GEODETIC SURVEY
 KA1185.in June 1991.
 KA1185
 KA1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1185.GEOID18 height accuracy estimate available here.
 KA1185
 KA1185.Click photographs - Photos may exist for this station.
 KA1185
 KA1185.The dynamic height is computed by dividing the NAVD 88
 KA1185.geopotential number by the normal gravity value computed on the
 KA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1185.degrees latitude (g = 980.6199 gals.).
 KA1185
 KA1185.The modeled gravity was interpolated from observed gravity values.
 KA1185
 KA1185;                    North         East    Units  Estimated Accuracy
 KA1185;SPC IN W     -   419,960.      889,950.      MT  (+/- 180 meters Scaled)
 KA1185
 KA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827202(NAD 83)
 KA1185
 KA1185                          SUPERSEDED SURVEY CONTROL
 KA1185
 KA1185  NGVD 29 (??/??/92)  156.201  (m)          512.47   (f) ADJ UNCH    2 0
 KA1185
 KA1185.Superseded values are not recommended for survey control.
 KA1185
 KA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1185.See file dsdata.pdf to determine how the superseded data were derived.
 KA1185
 KA1185_MARKER: DB = BENCH MARK DISK
 KA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1185_STAMPING: F 54 1934
 KA1185_MARK LOGO: CGS
 KA1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1185+STABILITY: SURFACE MOTION
 KA1185
 KA1185  HISTORY     - Date     Condition        Report By
 KA1185  HISTORY     - 1934     MONUMENTED       CGS
 KA1185  HISTORY     - 1959     POOR             USGS
 KA1185
 KA1185                          STATION DESCRIPTION
 KA1185
 KA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1185'1.8 MI W FROM LINTON.
 KA1185'1.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1185'STATION AT LINTON, GREENE COUNTY, 33 RAILS WEST OF MILEPOST I 97,
 KA1185'35 RAILS WEST OF BRIDGE X 97, AT A GRAVEL-ROAD CROSSING, 18 YARDS
 KA1185'NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTERLINE OF THE
 KA1185'ROAD, 5 FEET SOUTH OF A POLE, ABOUT 3 FEET LOWER THAN THE TRACK,
 KA1185'AND ABOUT ONE-HALF FOOT ABOVE THE GROUND.  A STANDARD DISK,
 KA1185'STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KA1185'NOTE-- HAS BEEN BROKEN, EVIDENTLY BY ACTION OF A WEED CUTTER USED
 KA1185'BY THE I.C.R.R.
 KA1185
 KA1185                          STATION RECOVERY (1959)
 KA1185
 KA1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1185'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0238 ***********************************************************************
 JA0238  DESIGNATION -  F 56
 JA0238  PID         -  JA0238
 JA0238  STATE/COUNTY-  IN/HARRISON
 JA0238  COUNTRY     -  US
 JA0238  USGS QUAD   -  CRANDALL (2019)
 JA0238
 JA0238                         *CURRENT SURVEY CONTROL
 JA0238  ______________________________________________________________________
 JA0238* NAD 83(1986) POSITION- 38 17 14.14   (N) 086 04 00.36   (W)   HD_HELD1
 JA0238* NAVD 88 ORTHO HEIGHT -   200.802 (meters)      658.80  (feet) ADJUSTED
 JA0238  ______________________________________________________________________
 JA0238  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 JA0238  DYNAMIC HEIGHT  -        200.664 (meters)      658.35  (feet) COMP
 JA0238  MODELED GRAVITY -    979,935.2   (mgal)                       NAVD 88
 JA0238
 JA0238  VERT ORDER      -  FIRST     CLASS II
 JA0238
 JA0238.The horizontal coordinates were determined by differentially corrected
 JA0238.hand held GPS observations or other comparable positioning techniques
 JA0238.and have an estimated accuracy of +/- 3 meters.
 JA0238
 JA0238.The orthometric height was determined by differential leveling and
 JA0238.adjusted by the NATIONAL GEODETIC SURVEY
 JA0238.in June 1991.
 JA0238
 JA0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0238.GEOID18 height accuracy estimate available here.
 JA0238
 JA0238.Click photographs - Photos may exist for this station.
 JA0238
 JA0238.The dynamic height is computed by dividing the NAVD 88
 JA0238.geopotential number by the normal gravity value computed on the
 JA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0238.degrees latitude (g = 980.6199 gals.).
 JA0238
 JA0238.The modeled gravity was interpolated from observed gravity values.
 JA0238
 JA0238;                    North         East    Units  Estimated Accuracy
 JA0238;SPC IN E     -   337,454.4      64,996.9     MT  (+/- 3 meters HH1 GPS) 
 JA0238
 JA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8161538099(NAD 83)
 JA0238
 JA0238                          SUPERSEDED SURVEY CONTROL
 JA0238
 JA0238  NGVD 29 (??/??/92)  200.930  (m)          659.22   (f) ADJ UNCH    1 2
 JA0238
 JA0238.Superseded values are not recommended for survey control.
 JA0238
 JA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0238.See file dsdata.pdf to determine how the superseded data were derived.
 JA0238
 JA0238_MARKER: DB = BENCH MARK DISK
 JA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0238_STAMPING: F 56 1934
 JA0238_MARK LOGO: CGS
 JA0238_PROJECTION: RECESSED 30 CENTIMETERS
 JA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0238+STABILITY: SURFACE MOTION
 JA0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0238+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 JA0238
 JA0238  HISTORY     - Date     Condition        Report By
 JA0238  HISTORY     - 1934     MONUMENTED       CGS
 JA0238  HISTORY     - 1965     GOOD             CGS
 JA0238  HISTORY     - 20080226 GOOD             JCLS
 JA0238  HISTORY     - 20180920 GOOD             INDIV
 JA0238
 JA0238                          STATION DESCRIPTION
 JA0238
 JA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0238'AT CRANDALL.
 JA0238'AT CRANDALL, 229 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0238'POST OFFICE, 31 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 JA0238'335, 33 FEET NORTHWEST OF THE CROSSING OF THE RAILROAD AND STATE
 JA0238'HIGHWAY 335, 14 FEET WEST OF A RAILROAD CROSSING SIGNAL, 12 FEET
 JA0238'NORTH OF THE NORTH RAIL, 10 FEET NORTHEAST OF A SEMAPHORE BATTERY
 JA0238'BOX, 0.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JA0238'THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST FLUSH
 JA0238'WITH THE GROUND.
 JA0238
 JA0238                          STATION RECOVERY (2008)
 JA0238
 JA0238'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA0238'RECOVERED IN GOOD CONDITION.
 JA0238
 JA0238                          STATION RECOVERY (2018)
 JA0238
 JA0238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BLN)
 JA0238'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION USING THE PUBLISHED
 JA0238'DESCRIPTION.  DUE TO CONSTRUCTION OF A NEW RAILROAD LIGHT SIGNAL POLE
 JA0238'IN THE DIRECT VICINITY, SAID BENCH MARK WAS FOUND APPROXIMATELY 1.0 FT
 JA0238'(0.3 M) BELOW GRADE AND 8.5 FT (2.6 M) DUE EAST OF THE CENTER OF THE
 JA0238'24 INCH CONCRETE BASE OF SAID POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0569 ***********************************************************************
 JA0569  DESIGNATION -  F 57
 JA0569  PID         -  JA0569
 JA0569  STATE/COUNTY-  IN/DUBOIS
 JA0569  COUNTRY     -  US
 JA0569  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0569
 JA0569                         *CURRENT SURVEY CONTROL
 JA0569  ______________________________________________________________________
 JA0569* NAD 83(1986) POSITION- 38 18 02.29   (N) 086 51 41.00   (W)   HD_HELD1
 JA0569* NAVD 88 ORTHO HEIGHT -   172.342 (meters)      565.43  (feet) ADJUSTED
 JA0569  ______________________________________________________________________
 JA0569  GEOID HEIGHT    -        -32.455 (meters)                     GEOID18
 JA0569  DYNAMIC HEIGHT  -        172.225 (meters)      565.04  (feet) COMP
 JA0569  MODELED GRAVITY -    979,948.4   (mgal)                       NAVD 88
 JA0569
 JA0569  VERT ORDER      -  FIRST     CLASS II
 JA0569
 JA0569.The horizontal coordinates were determined by differentially corrected
 JA0569.hand held GPS observations or other comparable positioning techniques
 JA0569.and have an estimated accuracy of +/- 3 meters.
 JA0569
 JA0569.The orthometric height was determined by differential leveling and
 JA0569.adjusted by the NATIONAL GEODETIC SURVEY
 JA0569.in June 1991.
 JA0569
 JA0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0569.GEOID18 height accuracy estimate available here.
 JA0569
 JA0569.Click photographs - Photos may exist for this station.
 JA0569
 JA0569.The dynamic height is computed by dividing the NAVD 88
 JA0569.geopotential number by the normal gravity value computed on the
 JA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0569.degrees latitude (g = 980.6199 gals.).
 JA0569
 JA0569.The modeled gravity was interpolated from observed gravity values.
 JA0569
 JA0569;                    North         East    Units  Estimated Accuracy
 JA0569;SPC IN W     -   338,886.6     919,413.4     MT  (+/- 3 meters HH1 GPS) 
 JA0569
 JA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1211939181(NAD 83)
 JA0569
 JA0569                          SUPERSEDED SURVEY CONTROL
 JA0569
 JA0569  NGVD 29 (??/??/92)  172.450  (m)          565.78   (f) ADJ UNCH    1 2
 JA0569
 JA0569.Superseded values are not recommended for survey control.
 JA0569
 JA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0569.See file dsdata.pdf to determine how the superseded data were derived.
 JA0569
 JA0569_MARKER: DB = BENCH MARK DISK
 JA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0569_STAMPING: F 57 1934
 JA0569_MARK LOGO: CGS
 JA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0569+STABILITY: SURFACE MOTION
 JA0569
 JA0569  HISTORY     - Date     Condition        Report By
 JA0569  HISTORY     - 1934     MONUMENTED       CGS
 JA0569  HISTORY     - 1965     GOOD             CGS
 JA0569
 JA0569                          STATION DESCRIPTION
 JA0569
 JA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0569'4.9 MI E FROM HUNTINGBURG.
 JA0569'ABOUT 4.9 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0569'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0569'33, T 2 S, R 4 W, 0.1 MILE WEST OF MILEPOST 204, 0.6 MILE EAST
 JA0569'OF STATE HIGHWAY 162 OVER PASS, 32 FEET SOUTH-SOUTHEAST OF THE
 JA0569'CENTER OF A CROSSING OF A PRIVATE ROAD AND THE RAILROAD, 27 1/2
 JA0569'FEET SOUTH OF THE SOUTH RAIL, 13 FEET EAST OF THE CENTER LINE
 JA0569'OF THE ROAD, 6 FEET NORTHEAST OF THE EAST POST OF A STEEL GATE,
 JA0569'0.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 JA0569'LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0569'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1017 ***********************************************************************
 ME1017  DESIGNATION -  F 6
 ME1017  PID         -  ME1017
 ME1017  STATE/COUNTY-  IN/LAKE
 ME1017  COUNTRY     -  US
 ME1017  USGS QUAD   -  WHITING (2019)
 ME1017
 ME1017                         *CURRENT SURVEY CONTROL
 ME1017  ______________________________________________________________________
 ME1017* NAD 83(1986) POSITION- 41 37 38.     (N) 087 24 43.     (W)   SCALED
 ME1017* NAVD 88 ORTHO HEIGHT -   181.444 (meters)      595.29  (feet) ADJUSTED
 ME1017  ______________________________________________________________________
 ME1017  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 ME1017  DYNAMIC HEIGHT  -        181.378 (meters)      595.07  (feet) COMP
 ME1017  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 ME1017
 ME1017  VERT ORDER      -  FIRST     CLASS I
 ME1017
 ME1017.The horizontal coordinates were scaled from a map and have
 ME1017.an estimated accuracy of +/- 6 seconds.
 ME1017
 ME1017.The orthometric height was determined by differential leveling and
 ME1017.adjusted by the NATIONAL GEODETIC SURVEY
 ME1017.in June 1991.
 ME1017
 ME1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1017.GEOID18 height accuracy estimate available here.
 ME1017
 ME1017.Click photographs - Photos may exist for this station.
 ME1017
 ME1017.The dynamic height is computed by dividing the NAVD 88
 ME1017.geopotential number by the normal gravity value computed on the
 ME1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1017.degrees latitude (g = 980.6199 gals.).
 ME1017
 ME1017.The modeled gravity was interpolated from observed gravity values.
 ME1017
 ME1017;                    North         East    Units  Estimated Accuracy
 ME1017;SPC IN W     -   708,270.      872,620.      MT  (+/- 180 meters Scaled)
 ME1017
 ME1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM656084(NAD 83)
 ME1017
 ME1017                          SUPERSEDED SURVEY CONTROL
 ME1017
 ME1017  NGVD 29 (??/??/92)  181.551  (m)          595.64   (f) ADJ UNCH    1 1
 ME1017
 ME1017.Superseded values are not recommended for survey control.
 ME1017
 ME1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1017.See file dsdata.pdf to determine how the superseded data were derived.
 ME1017
 ME1017_MARKER: DB = BENCH MARK DISK
 ME1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1017_SP_SET: ABUTMENT
 ME1017_STAMPING: ELEV 595.688 FT F 6
 ME1017_MARK LOGO: CGS
 ME1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1017
 ME1017  HISTORY     - Date     Condition        Report By
 ME1017  HISTORY     - 1916     MONUMENTED       CGS
 ME1017  HISTORY     - 1968     GOOD             CGS
 ME1017  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 ME1017
 ME1017                          STATION DESCRIPTION
 ME1017
 ME1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1017'2.4 MI NW FROM GARY.
 ME1017'ABOUT 2.4 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1017'THE STATION AT GARY, ABOUT 0.35 MILE NORTHWEST OF MILEPOST 445,
 ME1017'SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST ABUTMENT
 ME1017'OF THE ELGIN, JOILET AND EASTERN RAILWAY OVERPASS OVER THE PENN
 ME1017'CENTRAL RAILROAD, 34.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ME1017'THE WESTBOUND TRACK, 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND
 ME1017'4 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 25, T 37 N, R 9 W.
 ME1017
 ME1017                          STATION RECOVERY (1978)
 ME1017
 ME1017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1145 ***********************************************************************
 MD1145  DESIGNATION -  F 6 KOSKO
 MD1145  PID         -  MD1145
 MD1145  STATE/COUNTY-  IN/KOSCIUSKO
 MD1145  COUNTRY     -  US
 MD1145  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1145
 MD1145                         *CURRENT SURVEY CONTROL
 MD1145  ______________________________________________________________________
 MD1145* NAD 83(1986) POSITION- 41 25 27.     (N) 085 44 57.     (W)   SCALED
 MD1145* NAVD 88 ORTHO HEIGHT -   262.171 (meters)      860.14  (feet) ADJUSTED
 MD1145  ______________________________________________________________________
 MD1145  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 MD1145  DYNAMIC HEIGHT  -        262.064 (meters)      859.79  (feet) COMP
 MD1145  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 MD1145
 MD1145  VERT ORDER      -  SECOND    CLASS 0
 MD1145
 MD1145.The horizontal coordinates were scaled from a map and have
 MD1145.an estimated accuracy of +/- 6 seconds.
 MD1145
 MD1145.The orthometric height was determined by differential leveling and
 MD1145.adjusted by the NATIONAL GEODETIC SURVEY
 MD1145.in June 1991.
 MD1145
 MD1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1145.GEOID18 height accuracy estimate available here.
 MD1145
 MD1145.Click photographs - Photos may exist for this station.
 MD1145
 MD1145.The dynamic height is computed by dividing the NAVD 88
 MD1145.geopotential number by the normal gravity value computed on the
 MD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1145.degrees latitude (g = 980.6199 gals.).
 MD1145
 MD1145.The modeled gravity was interpolated from observed gravity values.
 MD1145
 MD1145;                    North         East    Units  Estimated Accuracy
 MD1145;SPC IN E     -   685,670.       93,100.      MT  (+/- 180 meters Scaled)
 MD1145
 MD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL045866(NAD 83)
 MD1145
 MD1145                          SUPERSEDED SURVEY CONTROL
 MD1145
 MD1145  NGVD 29 (??/??/92)  262.297  (m)          860.55   (f) ADJ UNCH    2 0
 MD1145
 MD1145.Superseded values are not recommended for survey control.
 MD1145
 MD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1145.See file dsdata.pdf to determine how the superseded data were derived.
 MD1145
 MD1145_MARKER: DD = SURVEY DISK
 MD1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1145_SP_SET: PIER
 MD1145_STAMPING: F 6 KOSKO
 MD1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1145
 MD1145  HISTORY     - Date     Condition        Report By
 MD1145  HISTORY     - UNK      MONUMENTED       INHD
 MD1145  HISTORY     - 1946     GOOD             CGS
 MD1145
 MD1145                          STATION DESCRIPTION
 MD1145
 MD1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1145'AT SYRACUSE.
 MD1145'AT SYRACUSE, ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 13
 MD1145'FROM THE BALTIMORE AND OHIO RAILROAD STATION, SET IN THE TOP OF
 MD1145'THE NORTHEAST END OF THE CENTER PIER OF A 32 FOOT CONCRETE BRIDGE
 MD1145'ACROSS TURKEY CREEK, 24.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 MD1145'HIGHWAY, AND ABOUT 1 FOOT BELOW THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7556 ***********************************************************************
 DR7556  DESIGNATION -  F 6 STBN
 DR7556  PID         -  DR7556
 DR7556  STATE/COUNTY-  IN/STEUBEN
 DR7556  COUNTRY     -  US
 DR7556  USGS QUAD   -  ANGOLA WEST (2019)
 DR7556
 DR7556                         *CURRENT SURVEY CONTROL
 DR7556  ______________________________________________________________________
 DR7556* NAD 83(1986) POSITION- 41 38 04.76   (N) 085 06 34.56   (W)   HD_HELD1
 DR7556* NAVD 88 ORTHO HEIGHT -   292.747 (meters)      960.45  (feet) ADJUSTED
 DR7556  ______________________________________________________________________
 DR7556  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 DR7556  DYNAMIC HEIGHT  -        292.636 (meters)      960.09  (feet) COMP
 DR7556  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 DR7556
 DR7556  VERT ORDER      -  SECOND    CLASS I
 DR7556
 DR7556.The horizontal coordinates were determined by differentially corrected
 DR7556.hand held GPS observations or other comparable positioning techniques
 DR7556.and have an estimated accuracy of +/- 3 meters.
 DR7556
 DR7556.The orthometric height was determined by differential leveling and
 DR7556.adjusted by the NATIONAL GEODETIC SURVEY
 DR7556.in March 2022.
 DR7556
 DR7556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7556.GEOID18 height accuracy estimate available here.
 DR7556
 DR7556.Click photographs - Photos may exist for this station.
 DR7556
 DR7556.The dynamic height is computed by dividing the NAVD 88
 DR7556.geopotential number by the normal gravity value computed on the
 DR7556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7556.degrees latitude (g = 980.6199 gals.).
 DR7556
 DR7556.The modeled gravity was interpolated from observed gravity values.
 DR7556
 DR7556;                    North         East    Units  Estimated Accuracy
 DR7556;SPC IN E     -   709,190.6     146,415.0     MT  (+/- 3 meters HH1 GPS) 
 DR7556
 DR7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5745410939(NAD 83)
 DR7556
 DR7556                          SUPERSEDED SURVEY CONTROL
 DR7556
 DR7556.No superseded survey control is available for this station.
 DR7556
 DR7556_MARKER: DB = BENCH MARK DISK
 DR7556_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7556_SP_SET: FOUNDATION WALL
 DR7556_STAMPING: F 6 STBN
 DR7556_MARK LOGO: INHD
 DR7556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7556+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2018
 DR7556
 DR7556  HISTORY     - Date     Condition        Report By
 DR7556  HISTORY     - 1992     MONUMENTED       INHD
 DR7556  HISTORY     - 20180212 GOOD             INDOT
 DR7556
 DR7556                          STATION DESCRIPTION
 DR7556
 DR7556'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 DR7556'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF ORLAND,
 DR7556'5.9 MI (9.5 KM) NORTHEAST OF STROH AND 5.7 MI (9.2 KM) WEST OF ANGOLA.
 DR7556'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7556'
 DR7556'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND INTERSTATE 69,
 DR7556'TRAVEL WEST AND SOUTHWEST 3.22 MI (5.18 KM) ALONG U.S. HIGHWAY 20 TO
 DR7556'THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED ON THE
 DR7556'BRIDGE WINGWALL.
 DR7556'
 DR7556'THE STATION IS ON THE TOP EAST END OF THE NORTHWEST WINGWALL.  IT IS
 DR7556'LOCATED 34.7 FT (10.6 M) SOUTHWEST OF THE NORTHEAST FACE OF POWER POLE
 DR7556'485876, 78.3 FT (23.9 M) WEST OF THE NORTHEAST CORNER OF THE CONCRETE
 DR7556'BRIDGE RAILING AT THE NORTHEAST CORNER OF THE BRIDGE AND 48.9 FT (14.9
 DR7556'M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE USGS CONTROL STATION
 DR7556'SHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1298 ***********************************************************************
 MD1298  DESIGNATION -  F 6 WABSH
 MD1298  PID         -  MD1298
 MD1298  STATE/COUNTY-  IN/WABASH
 MD1298  COUNTRY     -  US
 MD1298  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1298
 MD1298                         *CURRENT SURVEY CONTROL
 MD1298  ______________________________________________________________________
 MD1298* NAD 83(1986) POSITION- 41 00 06.     (N) 085 40 47.     (W)   SCALED
 MD1298* NAVD 88 ORTHO HEIGHT -   251.137 (meters)      823.94  (feet) ADJUSTED
 MD1298  ______________________________________________________________________
 MD1298  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 MD1298  DYNAMIC HEIGHT  -        251.022 (meters)      823.56  (feet) COMP
 MD1298  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 MD1298
 MD1298  VERT ORDER      -  SECOND    CLASS 0
 MD1298
 MD1298.The horizontal coordinates were scaled from a map and have
 MD1298.an estimated accuracy of +/- 6 seconds.
 MD1298
 MD1298.The orthometric height was determined by differential leveling and
 MD1298.adjusted by the NATIONAL GEODETIC SURVEY
 MD1298.in June 1991.
 MD1298
 MD1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1298.GEOID18 height accuracy estimate available here.
 MD1298
 MD1298.Click photographs - Photos may exist for this station.
 MD1298
 MD1298.The dynamic height is computed by dividing the NAVD 88
 MD1298.geopotential number by the normal gravity value computed on the
 MD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1298.degrees latitude (g = 980.6199 gals.).
 MD1298
 MD1298.The modeled gravity was interpolated from observed gravity values.
 MD1298
 MD1298;                    North         East    Units  Estimated Accuracy
 MD1298;SPC IN E     -   638,740.       98,900.      MT  (+/- 180 meters Scaled)
 MD1298
 MD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL110397(NAD 83)
 MD1298
 MD1298                          SUPERSEDED SURVEY CONTROL
 MD1298
 MD1298  NGVD 29 (??/??/92)  251.264  (m)          824.36   (f) ADJ UNCH    2 0
 MD1298
 MD1298.Superseded values are not recommended for survey control.
 MD1298
 MD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1298.See file dsdata.pdf to determine how the superseded data were derived.
 MD1298
 MD1298_MARKER: DD = SURVEY DISK
 MD1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1298_SP_SET: BRIDGE WALKWAY
 MD1298_STAMPING: F 6 WABSH
 MD1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1298
 MD1298  HISTORY     - Date     Condition        Report By
 MD1298  HISTORY     - UNK      MONUMENTED       INHD
 MD1298  HISTORY     - 1946     GOOD             CGS
 MD1298  HISTORY     - 1990     GOOD             USPSQD
 MD1298
 MD1298                          STATION DESCRIPTION
 MD1298
 MD1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1298'4.7 MI E FROM NORTH MANCHESTER.
 MD1298'4.7 MILES EAST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE
 MD1298'BUILDING AT NORTH MANCHESTER, AT A 90-FOOT CONCRETE BRIDGE OVER
 MD1298'A SOUTH FORK OF SYCAMORE CREEK, ABOUT 0.35 MILE WEST OF A
 MD1298'NORTH-SOUTH GRAVEL ROAD INTERSECTION, ABOUT 0.15 MILE EAST OF A
 MD1298'GRAVEL ROAD LEADING NORTH, IN THE TOP OF THE NORTHWEST CORNER
 MD1298'OF THE CONCRETE WALKWAY ALONG THE SOUTH SIDE OF THE BRIDGE, 13
 MD1298'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST
 MD1298'OF THE WEST END OF THE SOUTH CONCRETE GUARD RAILING AND 0.5
 MD1298'FOOT ABOVE BRIDGE FLOOR LEVEL.
 MD1298
 MD1298                          STATION RECOVERY (1990)
 MD1298
 MD1298'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 MD1298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1679 ***********************************************************************
 HZ1679  DESIGNATION -  F 60
 HZ1679  PID         -  HZ1679
 HZ1679  STATE/COUNTY-  IN/SCOTT
 HZ1679  COUNTRY     -  US
 HZ1679  USGS QUAD   -  SCOTTSBURG (2019)
 HZ1679
 HZ1679                         *CURRENT SURVEY CONTROL
 HZ1679  ______________________________________________________________________
 HZ1679* NAD 83(1986) POSITION- 38 38 40.     (N) 085 46 15.     (W)   SCALED
 HZ1679* NAVD 88 ORTHO HEIGHT -   171.787 (meters)      563.60  (feet) ADJUSTED
 HZ1679  ______________________________________________________________________
 HZ1679  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 HZ1679  DYNAMIC HEIGHT  -        171.674 (meters)      563.23  (feet) COMP
 HZ1679  MODELED GRAVITY -    979,968.8   (mgal)                       NAVD 88
 HZ1679
 HZ1679  VERT ORDER      -  SECOND    CLASS 0
 HZ1679
 HZ1679.The horizontal coordinates were scaled from a map and have
 HZ1679.an estimated accuracy of +/- 6 seconds.
 HZ1679
 HZ1679.The orthometric height was determined by differential leveling and
 HZ1679.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1679.in June 1991.
 HZ1679
 HZ1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1679.GEOID18 height accuracy estimate available here.
 HZ1679
 HZ1679.Click photographs - Photos may exist for this station.
 HZ1679
 HZ1679.The dynamic height is computed by dividing the NAVD 88
 HZ1679.geopotential number by the normal gravity value computed on the
 HZ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1679.degrees latitude (g = 980.6199 gals.).
 HZ1679
 HZ1679.The modeled gravity was interpolated from observed gravity values.
 HZ1679
 HZ1679;                    North         East    Units  Estimated Accuracy
 HZ1679;SPC IN E     -   377,030.       90,930.      MT  (+/- 180 meters Scaled)
 HZ1679
 HZ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH069780(NAD 83)
 HZ1679
 HZ1679                          SUPERSEDED SURVEY CONTROL
 HZ1679
 HZ1679  NGVD 29 (??/??/92)  171.913  (m)          564.02   (f) ADJ UNCH    2 0
 HZ1679
 HZ1679.Superseded values are not recommended for survey control.
 HZ1679
 HZ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1679.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1679
 HZ1679_MARKER: DB = BENCH MARK DISK
 HZ1679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1679_SP_SET: CULVERT HEADWALL
 HZ1679_STAMPING: F 60 1934
 HZ1679_MARK LOGO: CGS
 HZ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1679+STABILITY: SURFACE MOTION
 HZ1679
 HZ1679  HISTORY     - Date     Condition        Report By
 HZ1679  HISTORY     - 1934     MONUMENTED       CGS
 HZ1679
 HZ1679                          STATION DESCRIPTION
 HZ1679
 HZ1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1679'0.4 MI S FROM VIENNA.
 HZ1679'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1679'TRACTION-LINE FLAG STOP AT VIENNA, SCOTT COUNTY, 71 YARDS
 HZ1679'NORTHWEST OF MILEPOST 82, 36.3 FEET WEST OF THE WEST RAIL OF
 HZ1679'THE TRACK, 9 FEET EAST OF THE EAST RAIL OF THE TRACTION TRACK
 HZ1679'PARALLELING THE P.R.R., IN THE TOP OF HIGHWAY CULVERT 24, 2.7
 HZ1679'FEET NORTH OF THE SOUTH EDGE OF THE HEADWALL, 7 INCHES WEST OF
 HZ1679'THE EAST EDGE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 HZ1679'DISK, STAMPED F 60 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0035 ***********************************************************************
 KA0035  DESIGNATION -  F 61
 KA0035  PID         -  KA0035
 KA0035  STATE/COUNTY-  IN/HENDRICKS
 KA0035  COUNTRY     -  US
 KA0035  USGS QUAD   -  PLAINFIELD (2019)
 KA0035
 KA0035                         *CURRENT SURVEY CONTROL
 KA0035  ______________________________________________________________________
 KA0035* NAD 83(1986) POSITION- 39 44 37.15   (N) 086 23 57.98   (W)   HD_HELD1
 KA0035* NAVD 88 ORTHO HEIGHT -   252.909 (meters)      829.75  (feet) ADJUSTED
 KA0035  ______________________________________________________________________
 KA0035  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 KA0035  DYNAMIC HEIGHT  -        252.772 (meters)      829.30  (feet) COMP
 KA0035  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 KA0035
 KA0035  VERT ORDER      -  SECOND    CLASS 0
 KA0035
 KA0035.The horizontal coordinates were determined by differentially corrected
 KA0035.hand held GPS observations or other comparable positioning techniques
 KA0035.and have an estimated accuracy of +/- 3 meters.
 KA0035
 KA0035.The orthometric height was determined by differential leveling and
 KA0035.adjusted by the NATIONAL GEODETIC SURVEY
 KA0035.in June 1991.
 KA0035
 KA0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0035.GEOID18 height accuracy estimate available here.
 KA0035
 KA0035.Click photographs - Photos may exist for this station.
 KA0035
 KA0035.The dynamic height is computed by dividing the NAVD 88
 KA0035.geopotential number by the normal gravity value computed on the
 KA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0035.degrees latitude (g = 980.6199 gals.).
 KA0035
 KA0035.The modeled gravity was interpolated from observed gravity values.
 KA0035
 KA0035;                    North         East    Units  Estimated Accuracy
 KA0035;SPC IN W     -   499,279.5     958,616.5     MT  (+/- 3 meters HH1 GPS) 
 KA0035
 KA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5145599478(NAD 83)
 KA0035
 KA0035                          SUPERSEDED SURVEY CONTROL
 KA0035
 KA0035  NGVD 29 (??/??/92)  253.023  (m)          830.13   (f) ADJ UNCH    2 0
 KA0035
 KA0035.Superseded values are not recommended for survey control.
 KA0035
 KA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0035.See file dsdata.pdf to determine how the superseded data were derived.
 KA0035
 KA0035_MARKER: DB = BENCH MARK DISK
 KA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0035_STAMPING: F 61 1946
 KA0035_MARK LOGO: CGS
 KA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0035+STABILITY: SURFACE MOTION
 KA0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0035+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 KA0035
 KA0035  HISTORY     - Date     Condition        Report By
 KA0035  HISTORY     - 1946     MONUMENTED       CGS
 KA0035  HISTORY     - 1960     GOOD             CGS
 KA0035  HISTORY     - 1978     GOOD             LOCSUR
 KA0035  HISTORY     - 20080708 GOOD             INDIV
 KA0035
 KA0035                          STATION DESCRIPTION
 KA0035
 KA0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0035'1.3 MI S FROM AVON.
 KA0035'ABOUT 1.3 MILE SOUTH ALONG THE AVON-PLANFIELD ROAD FROM THE
 KA0035'INTERSECTION WITH U.S. HIGHWAY 36 AT AVON, 0.2 MILE NORTH OF THE
 KA0035'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, AT A FARM LANE
 KA0035'INTERSECTION, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 11
 KA0035'FEET NORTH OF THE CENTER LINE OF FARM ROAD LEADING EAST, 4.5
 KA0035'FEET SOUTHWEST OF POWER LINE POLE C-10-1, 2 FEET SOUTH OF AN
 KA0035'EAST-WEST FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 KA0035'POST AND ABOUT 2 1/2 FEET HIGHER THAN ROAD LEVEL.  A STANDARD
 KA0035'DISK, STAMPED F 61 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0035'PROJECTING 5 INCHES ABOVE GROUND.
 KA0035
 KA0035                          STATION RECOVERY (1960)
 KA0035
 KA0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KA0035'RECOVERED IN GOOD CONDITION.
 KA0035
 KA0035                          STATION RECOVERY (1978)
 KA0035
 KA0035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0035'RECOVERED IN GOOD CONDITION.
 KA0035
 KA0035                          STATION RECOVERY (2008)
 KA0035
 KA0035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (NHH)
 KA0035'MONUMENT IS LOCATED 1,064 FEET NORTH OF COUNTY ROAD 150 S. (THE
 KA0035'MENTIONED EAST-WEST GRAVEL ROAD AND IS NOW PAVED.) ALL FENCE LINES ARE
 KA0035'NO LONGER THERE. MONUMENT IS 10 FEET SOUTHEAST OF TELEPHONE JUNCTION
 KA0035'BOX. ALL OTHER DESCRIPTORS ARE SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0620 ***********************************************************************
 KA0620  DESIGNATION -  F 62
 KA0620  PID         -  KA0620
 KA0620  STATE/COUNTY-  IN/PUTNAM
 KA0620  COUNTRY     -  US
 KA0620  USGS QUAD   -  CLOVERDALE (2019)
 KA0620
 KA0620                         *CURRENT SURVEY CONTROL
 KA0620  ______________________________________________________________________
 KA0620* NAD 83(1986) POSITION- 39 35 37.     (N) 086 47 05.     (W)   SCALED
 KA0620* NAVD 88 ORTHO HEIGHT -   236.198 (meters)      774.93  (feet) ADJUSTED
 KA0620  ______________________________________________________________________
 KA0620  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 KA0620  DYNAMIC HEIGHT  -        236.063 (meters)      774.48  (feet) COMP
 KA0620  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA0620
 KA0620  VERT ORDER      -  FIRST     CLASS II
 KA0620
 KA0620.The horizontal coordinates were scaled from a map and have
 KA0620.an estimated accuracy of +/- 6 seconds.
 KA0620
 KA0620.The orthometric height was determined by differential leveling and
 KA0620.adjusted by the NATIONAL GEODETIC SURVEY
 KA0620.in June 1991.
 KA0620
 KA0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0620.GEOID18 height accuracy estimate available here.
 KA0620
 KA0620.Click photographs - Photos may exist for this station.
 KA0620
 KA0620.The dynamic height is computed by dividing the NAVD 88
 KA0620.geopotential number by the normal gravity value computed on the
 KA0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0620.degrees latitude (g = 980.6199 gals.).
 KA0620
 KA0620.The modeled gravity was interpolated from observed gravity values.
 KA0620
 KA0620;                    North         East    Units  Estimated Accuracy
 KA0620;SPC IN W     -   482,440.      925,650.      MT  (+/- 180 meters Scaled)
 KA0620
 KA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ184826(NAD 83)
 KA0620
 KA0620                          SUPERSEDED SURVEY CONTROL
 KA0620
 KA0620  NGVD 29 (??/??/92)  236.316  (m)          775.31   (f) ADJ UNCH    1 2
 KA0620
 KA0620.Superseded values are not recommended for survey control.
 KA0620
 KA0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0620.See file dsdata.pdf to determine how the superseded data were derived.
 KA0620
 KA0620_MARKER: DB = BENCH MARK DISK
 KA0620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0620_SP_SET: HEADWALL
 KA0620_STAMPING: F 62 1946
 KA0620_MARK LOGO: CGS
 KA0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0620+STABILITY: SURFACE MOTION
 KA0620
 KA0620  HISTORY     - Date     Condition        Report By
 KA0620  HISTORY     - 1946     MONUMENTED       CGS
 KA0620  HISTORY     - 1985     GOOD             NGS
 KA0620
 KA0620                          STATION DESCRIPTION
 KA0620
 KA0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0620'1.6 MI W FROM MOUNT MERIDIAN.
 KA0620'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0620'STORE AND SERVICE STATION AT MOUNT MERIDIAN, 0.1 MILE WEST OF A
 KA0620'TOURIST COURT AND SHELL SERVICE STATION ON THE SOUTH SIDE OF THE
 KA0620'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD WALL OF A
 KA0620'6 FOOT CONCRETE CULVERT, 46 FEET SOUTH OF AND ABOUT 8 FEET BELOW
 KA0620'THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.
 KA0620'A STANDARD DISK, STAMPED F 62 1946.
 KA0620
 KA0620                          STATION RECOVERY (1985)
 KA0620
 KA0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0620'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.3 KM (16.95
 KA0620'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0620'HIGHWAY 39 IN BELLEVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0488 ***********************************************************************
 KA0488  DESIGNATION -  F 63
 KA0488  PID         -  KA0488
 KA0488  STATE/COUNTY-  IN/MORGAN
 KA0488  COUNTRY     -  US
 KA0488  USGS QUAD   -  QUINCY (2019)
 KA0488
 KA0488                         *CURRENT SURVEY CONTROL
 KA0488  ______________________________________________________________________
 KA0488* NAD 83(1986) POSITION- 39 29 45.82   (N) 086 41 14.66   (W)   HD_HELD1
 KA0488* NAVD 88 ORTHO HEIGHT -   240.305 (meters)      788.40  (feet) ADJUSTED
 KA0488  ______________________________________________________________________
 KA0488  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0488  DYNAMIC HEIGHT  -        240.169 (meters)      787.95  (feet) COMP
 KA0488  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0488
 KA0488  VERT ORDER      -  SECOND    CLASS 0
 KA0488
 KA0488.The horizontal coordinates were determined by differentially corrected
 KA0488.hand held GPS observations or other comparable positioning techniques
 KA0488.and have an estimated accuracy of +/- 3 meters.
 KA0488
 KA0488.The orthometric height was determined by differential leveling and
 KA0488.adjusted by the NATIONAL GEODETIC SURVEY
 KA0488.in June 1991.
 KA0488
 KA0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0488.GEOID18 height accuracy estimate available here.
 KA0488
 KA0488.Click photographs - Photos may exist for this station.
 KA0488
 KA0488.The dynamic height is computed by dividing the NAVD 88
 KA0488.geopotential number by the normal gravity value computed on the
 KA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0488.degrees latitude (g = 980.6199 gals.).
 KA0488
 KA0488.The modeled gravity was interpolated from observed gravity values.
 KA0488
 KA0488;                    North         East    Units  Estimated Accuracy
 KA0488;SPC IN W     -   471,642.1     934,055.9     MT  (+/- 3 meters HH1 GPS) 
 KA0488
 KA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2687871874(NAD 83)
 KA0488
 KA0488                          SUPERSEDED SURVEY CONTROL
 KA0488
 KA0488  NGVD 29 (??/??/92)  240.421  (m)          788.78   (f) ADJ UNCH    2 0
 KA0488
 KA0488.Superseded values are not recommended for survey control.
 KA0488
 KA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0488.See file dsdata.pdf to determine how the superseded data were derived.
 KA0488
 KA0488_MARKER: DB = BENCH MARK DISK
 KA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0488_STAMPING: F 63 1946
 KA0488_MARK LOGO: CGS
 KA0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0488+STABILITY: SURFACE MOTION
 KA0488
 KA0488  HISTORY     - Date     Condition        Report By
 KA0488  HISTORY     - 1946     MONUMENTED       CGS
 KA0488
 KA0488                          STATION DESCRIPTION
 KA0488
 KA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0488'4.5 MI SW FROM EMINENCE.
 KA0488'4.5 MILES SOUTH AND WEST ALONG STATE HIGHWAY 42 FROM THE HIGH
 KA0488'SCHOOL AT EMINENCE, AT THE AMITY BAPTIST CHURCH, AT THE
 KA0488'MORGAN-PUTNAM COUNTY LINE, 43.5 FEET SOUTHWEST OF THE SOUTHWEST
 KA0488'CORNER OF THE CHURCH, 32 FEET SOUTH OF THE EXTENDED CENTER LINE
 KA0488'OF STATE HIGHWAY 42 AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 KA0488'TANGENTS EXTENDING NORTH AND WEST, 21 FEET EAST OF THE CENTER
 KA0488'LINE OF A GRAVEL ROAD LEADING SOUTH, 21 FEET SOUTH OF THE
 KA0488'CENTER LINE OF A DRIVE WAY INTO THE CHURCH YARD, 4.0 FEET
 KA0488'SOUTH OF A POWER POLE, AND 1.5 FEET WEST OF A WHITE WOODEN
 KA0488'WITNESS POST.  A STANDARD DISK, STAMPED F 63 1946 AND SET IN
 KA0488'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0161 ***********************************************************************
 KA0161  DESIGNATION -  F 65
 KA0161  PID         -  KA0161
 KA0161  STATE/COUNTY-  IN/MORGAN
 KA0161  COUNTRY     -  US
 KA0161  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0161
 KA0161                         *CURRENT SURVEY CONTROL
 KA0161  ______________________________________________________________________
 KA0161* NAD 83(1986) POSITION- 39 35 38.     (N) 086 23 53.     (W)   SCALED
 KA0161* NAVD 88 ORTHO HEIGHT -   239.467 (meters)      785.65  (feet) ADJUSTED
 KA0161  ______________________________________________________________________
 KA0161  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KA0161  DYNAMIC HEIGHT  -        239.336 (meters)      785.22  (feet) COMP
 KA0161  MODELED GRAVITY -    980,075.4   (mgal)                       NAVD 88
 KA0161
 KA0161  VERT ORDER      -  SECOND    CLASS 0
 KA0161
 KA0161.The horizontal coordinates were scaled from a map and have
 KA0161.an estimated accuracy of +/- 6 seconds.
 KA0161
 KA0161.The orthometric height was determined by differential leveling and
 KA0161.adjusted by the NATIONAL GEODETIC SURVEY
 KA0161.in June 1991.
 KA0161
 KA0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0161.GEOID18 height accuracy estimate available here.
 KA0161
 KA0161.Click photographs - Photos may exist for this station.
 KA0161
 KA0161.The dynamic height is computed by dividing the NAVD 88
 KA0161.geopotential number by the normal gravity value computed on the
 KA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0161.degrees latitude (g = 980.6199 gals.).
 KA0161
 KA0161.The modeled gravity was interpolated from observed gravity values.
 KA0161
 KA0161;                    North         East    Units  Estimated Accuracy
 KA0161;SPC IN W     -   482,650.      958,860.      MT  (+/- 180 meters Scaled)
 KA0161
 KA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ516828(NAD 83)
 KA0161
 KA0161                          SUPERSEDED SURVEY CONTROL
 KA0161
 KA0161  NGVD 29 (??/??/92)  239.589  (m)          786.05   (f) ADJ UNCH    2 0
 KA0161
 KA0161.Superseded values are not recommended for survey control.
 KA0161
 KA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0161.See file dsdata.pdf to determine how the superseded data were derived.
 KA0161
 KA0161_MARKER: DB = BENCH MARK DISK
 KA0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0161_STAMPING: F 65 1946
 KA0161_MARK LOGO: CGS
 KA0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0161+STABILITY: SURFACE MOTION
 KA0161
 KA0161  HISTORY     - Date     Condition        Report By
 KA0161  HISTORY     - 1946     MONUMENTED       CGS
 KA0161
 KA0161                          STATION DESCRIPTION
 KA0161
 KA0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0161'2 MI SW FROM MOORESVILLE.
 KA0161'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST
 KA0161'OFFICE AT MOORESVILLE, 0.1 MILE NORTHEAST OF THE FAIRVIEW FARM,
 KA0161'AT A T ROAD JUNCTION LEADING NORTH, 39 FEET NORTH OF AND ABOUT
 KA0161'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHEAST OF
 KA0161'A TELEPHONE POLE, 16.5 FEET NORTH OF A FENCE CORNER 13 FEET EAST
 KA0161'OF THE SIDE ROAD, 1 FOOT WEST OF THE FENCE LINE, 1.5 FEET SOUTH
 KA0161'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F
 KA0161'65 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 KA0161'INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 KA0161'MC DONOUGHS GROCERY STORE IN GASBURG, BY GOING 2.05 MILES EAST
 KA0161'ALONG STATE HIGHWAY 42.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1080 ***********************************************************************
 KA1080  DESIGNATION -  F 66
 KA1080  PID         -  KA1080
 KA1080  STATE/COUNTY-  IN/VIGO
 KA1080  COUNTRY     -  US
 KA1080  USGS QUAD   -  SEELYVILLE (2019)
 KA1080
 KA1080                         *CURRENT SURVEY CONTROL
 KA1080  ______________________________________________________________________
 KA1080* NAD 83(1986) POSITION- 39 27 45.     (N) 087 18 12.     (W)   SCALED
 KA1080* NAVD 88 ORTHO HEIGHT -   174.350 (meters)      572.01  (feet) ADJUSTED
 KA1080  ______________________________________________________________________
 KA1080  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 KA1080  DYNAMIC HEIGHT  -        174.251 (meters)      571.69  (feet) COMP
 KA1080  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 KA1080
 KA1080  VERT ORDER      -  SECOND    CLASS 0
 KA1080
 KA1080.This mark is at Hulman Regional Airport (HUF)
 KA1080
 KA1080.The horizontal coordinates were scaled from a map and have
 KA1080.an estimated accuracy of +/- 6 seconds.
 KA1080
 KA1080.The orthometric height was determined by differential leveling and
 KA1080.adjusted by the NATIONAL GEODETIC SURVEY
 KA1080.in June 1991.
 KA1080
 KA1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1080.GEOID18 height accuracy estimate available here.
 KA1080
 KA1080.Click photographs - Photos may exist for this station.
 KA1080
 KA1080.The dynamic height is computed by dividing the NAVD 88
 KA1080.geopotential number by the normal gravity value computed on the
 KA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1080.degrees latitude (g = 980.6199 gals.).
 KA1080
 KA1080.The modeled gravity was interpolated from observed gravity values.
 KA1080
 KA1080;                    North         East    Units  Estimated Accuracy
 KA1080;SPC IN W     -   467,860.      881,070.      MT  (+/- 180 meters Scaled)
 KA1080
 KA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ739681(NAD 83)
 KA1080
 KA1080                          SUPERSEDED SURVEY CONTROL
 KA1080
 KA1080  NGVD 29 (??/??/92)  174.452  (m)          572.35   (f) ADJ UNCH    2 0
 KA1080
 KA1080.Superseded values are not recommended for survey control.
 KA1080
 KA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1080.See file dsdata.pdf to determine how the superseded data were derived.
 KA1080
 KA1080_MARKER: DB = BENCH MARK DISK
 KA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1080_STAMPING: F 66 1946
 KA1080_MARK LOGO: CGS
 KA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1080+STABILITY: SURFACE MOTION
 KA1080
 KA1080  HISTORY     - Date     Condition        Report By
 KA1080  HISTORY     - 1946     MONUMENTED       CGS
 KA1080  HISTORY     - 1964     GOOD             CGS
 KA1080  HISTORY     - 1982     GOOD             USGS
 KA1080  HISTORY     - 19870824 GOOD             LOCSUR
 KA1080  HISTORY     - 19900428 MARK NOT FOUND   USPSQD
 KA1080
 KA1080                          STATION DESCRIPTION
 KA1080
 KA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KA1080'5 MI E FROM TERRE HAUTE.
 KA1080'5.0 MILES EAST ALONG STATE HIGHWAY 42 FROM ITS JUNCTION WITH
 KA1080'U.S. HIGHWAY 41 AT TERRE HAUTE, AT THE HULMAN AIR FIELD, 78 FEET
 KA1080'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 KA1080'50.5 FEET WEST OF A TELEPHONE POLE, 31 FEET EAST OF THE CENTER
 KA1080'OF THE GATE TO THE FIELD, 34 FEET SOUTH OF THE RIGHT-OF-WAY
 KA1080'FENCE, 19 FEET SOUTHWEST OF THE WEST END OF A 24 INCH PIPE
 KA1080'CULVERT UNDER THE ENTRANCE ROAD TO THE FIELD, AND 2 FEET NORTH
 KA1080'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 KA1080'POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1080
 KA1080                          STATION RECOVERY (1982)
 KA1080
 KA1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KA1080'THE MARK IS 6.0 MILES EAST ALONG STATE HIGHWAY 42 FROM ITS JUNCTION
 KA1080'WITH U.S. HIGHWAY 41 AT TERRE HAUTE, AT HULMAN REGIONAL AIRPORT. IT
 KA1080'IS 78.4 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 KA1080'HIGHWAY, 81.6 FEET WEST OF A TELEPHONE POLE, 39.7 FEET SOUTH OF THE
 KA1080'RIGHT-OF-WAY FENCE LINE, 53.3 FEET EAST OF THE CENTERLINE OF THE
 KA1080'AIRPORT ENTRANCE ROAD, AND 19.4 FEET SOUTHWEST OF THE EAST END OF A
 KA1080'24 INCH PIPE CULVERT UNDER THE ENTRANCE ROAD. THE MARK IS SET IN A
 KA1080'CONCRETE POST FLUSH WITH THE GROUND.
 KA1080
 KA1080                          STATION RECOVERY (1987)
 KA1080
 KA1080'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CFS)
 KA1080'RECOVERED IN GOOD CONDITION.
 KA1080
 KA1080                          STATION RECOVERY (1990)
 KA1080
 KA1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0944 ***********************************************************************
 KA0944  DESIGNATION -  F 67
 KA0944  PID         -  KA0944
 KA0944  STATE/COUNTY-  IN/CLAY
 KA0944  COUNTRY     -  US
 KA0944  USGS QUAD   -  BRAZIL EAST (2019)
 KA0944
 KA0944                         *CURRENT SURVEY CONTROL
 KA0944  ______________________________________________________________________
 KA0944* NAD 83(1986) POSITION- 39 34 29.     (N) 087 07 28.     (W)   SCALED
 KA0944* NAVD 88 ORTHO HEIGHT -   201.869 (meters)      662.30  (feet) ADJUSTED
 KA0944  ______________________________________________________________________
 KA0944  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 KA0944  DYNAMIC HEIGHT  -        201.753 (meters)      661.92  (feet) COMP
 KA0944  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 KA0944
 KA0944  VERT ORDER      -  SECOND    CLASS 0
 KA0944
 KA0944.The horizontal coordinates were scaled from a map and have
 KA0944.an estimated accuracy of +/- 6 seconds.
 KA0944
 KA0944.The orthometric height was determined by differential leveling and
 KA0944.adjusted by the NATIONAL GEODETIC SURVEY
 KA0944.in June 1991.
 KA0944
 KA0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0944.GEOID18 height accuracy estimate available here.
 KA0944
 KA0944.Click photographs - Photos may exist for this station.
 KA0944
 KA0944.The dynamic height is computed by dividing the NAVD 88
 KA0944.geopotential number by the normal gravity value computed on the
 KA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0944.degrees latitude (g = 980.6199 gals.).
 KA0944
 KA0944.The modeled gravity was interpolated from observed gravity values.
 KA0944
 KA0944;                    North         East    Units  Estimated Accuracy
 KA0944;SPC IN W     -   480,300.      896,470.      MT  (+/- 180 meters Scaled)
 KA0944
 KA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893805(NAD 83)
 KA0944
 KA0944                          SUPERSEDED SURVEY CONTROL
 KA0944
 KA0944  NGVD 29 (??/??/92)  201.973  (m)          662.64   (f) ADJ UNCH    2 0
 KA0944
 KA0944.Superseded values are not recommended for survey control.
 KA0944
 KA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0944.See file dsdata.pdf to determine how the superseded data were derived.
 KA0944
 KA0944_MARKER: DB = BENCH MARK DISK
 KA0944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0944_SP_SET: CULVERT HEADWALL
 KA0944_STAMPING: F 67 1946
 KA0944_MARK LOGO: CGS
 KA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0944+STABILITY: SURFACE MOTION
 KA0944
 KA0944  HISTORY     - Date     Condition        Report By
 KA0944  HISTORY     - 1946     MONUMENTED       CGS
 KA0944
 KA0944                          STATION DESCRIPTION
 KA0944
 KA0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0944'3.5 MI N FROM BRAZIL.
 KA0944'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE
 KA0944'AT BRAZIL, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 KA0944'EAST, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD
 KA0944'WALL OF AN 18 INCH CORRUGATED PIPE CULVERT, 28 FEET EAST OF AND
 KA0944'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KA0944'DISK, STAMPED F 67 1946.  NOTE-- THIS MARK MAY BE REACHED FROM
 KA0944'THE NEW YORK CENTRAL RAILROAD STATION AT CARBON BY GOING 2.5 MILES
 KA0944'WEST AND SOUTH ALONG STATE HIGHWAY 59.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1162 ***********************************************************************
 KA1162  DESIGNATION -  F 68 RESET
 KA1162  PID         -  KA1162
 KA1162  STATE/COUNTY-  IN/CLAY
 KA1162  COUNTRY     -  US
 KA1162  USGS QUAD   -  STAUNTON (2019)
 KA1162
 KA1162                         *CURRENT SURVEY CONTROL
 KA1162  ______________________________________________________________________
 KA1162* NAD 83(1986) POSITION- 39 26 51.     (N) 087 12 04.     (W)   SCALED
 KA1162* NAVD 88 ORTHO HEIGHT -   197.74  (meters)      648.8   (feet) RESET
 KA1162  ______________________________________________________________________
 KA1162  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 KA1162  VERT ORDER      -  THIRD
 KA1162
 KA1162.The horizontal coordinates were scaled from a map and have
 KA1162.an estimated accuracy of +/- 6 seconds.
 KA1162
 KA1162.The orthometric height was computed from unverified reset data.
 KA1162
 KA1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1162.GEOID18 height accuracy estimate available here.
 KA1162
 KA1162.Click photographs - Photos may exist for this station.
 KA1162
 KA1162;                    North         East    Units  Estimated Accuracy
 KA1162;SPC IN W     -   466,180.      889,860.      MT  (+/- 180 meters Scaled)
 KA1162
 KA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826664(NAD 83)
 KA1162
 KA1162                          SUPERSEDED SURVEY CONTROL
 KA1162
 KA1162  NGVD 29 (??/??/??)  197.84   (m)          649.1    (f) RESET       3  
 KA1162
 KA1162.Superseded values are not recommended for survey control.
 KA1162
 KA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1162.See file dsdata.pdf to determine how the superseded data were derived.
 KA1162
 KA1162_MARKER: DB = BENCH MARK DISK
 KA1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1162_STAMPING: F 68 RESET 1968
 KA1162_MARK LOGO: CGS
 KA1162_PROJECTION: PROJECTING 15 CENTIMETERS
 KA1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1162+STABILITY: SURFACE MOTION
 KA1162
 KA1162  HISTORY     - Date     Condition        Report By
 KA1162  HISTORY     - 1968     MONUMENTED       CGS
 KA1162  HISTORY     - 20090428 GOOD             INDIV
 KA1162
 KA1162                          STATION DESCRIPTION
 KA1162
 KA1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KA1162'3.4 MI S FROM STANUTON.
 KA1162'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 KA1162'INCHES.  IT IS 60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 KA1162'42, 45 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD SOUTH, 2
 KA1162'FEET EAST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 KA1162'POST.  TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS
 KA1162'42 AND 59 ABOUT 5 MILES SOUTH OF BRAZIL, GO WEST ON HIGHWAY 42
 KA1162'FOR 4.0 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT.
 KA1162
 KA1162                          STATION RECOVERY (2009)
 KA1162
 KA1162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 KA1162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1168 ***********************************************************************
 KA1168  DESIGNATION -  F 69
 KA1168  PID         -  KA1168
 KA1168  STATE/COUNTY-  IN/CLAY
 KA1168  COUNTRY     -  US
 KA1168  USGS QUAD   -  CENTER POINT (2019)
 KA1168
 KA1168                         *CURRENT SURVEY CONTROL
 KA1168  ______________________________________________________________________
 KA1168* NAD 83(1986) POSITION- 39 28 26.     (N) 087 02 01.     (W)   SCALED
 KA1168* NAVD 88 ORTHO HEIGHT -   201.917 (meters)      662.46  (feet) ADJUSTED
 KA1168  ______________________________________________________________________
 KA1168  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 KA1168  DYNAMIC HEIGHT  -        201.801 (meters)      662.08  (feet) COMP
 KA1168  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA1168
 KA1168  VERT ORDER      -  SECOND    CLASS 0
 KA1168
 KA1168.The horizontal coordinates were scaled from a map and have
 KA1168.an estimated accuracy of +/- 6 seconds.
 KA1168
 KA1168.The orthometric height was determined by differential leveling and
 KA1168.adjusted by the NATIONAL GEODETIC SURVEY
 KA1168.in June 1991.
 KA1168
 KA1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1168.GEOID18 height accuracy estimate available here.
 KA1168
 KA1168.Click photographs - Photos may exist for this station.
 KA1168
 KA1168.The dynamic height is computed by dividing the NAVD 88
 KA1168.geopotential number by the normal gravity value computed on the
 KA1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1168.degrees latitude (g = 980.6199 gals.).
 KA1168
 KA1168.The modeled gravity was interpolated from observed gravity values.
 KA1168
 KA1168;                    North         East    Units  Estimated Accuracy
 KA1168;SPC IN W     -   469,110.      904,280.      MT  (+/- 180 meters Scaled)
 KA1168
 KA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ971693(NAD 83)
 KA1168
 KA1168                          SUPERSEDED SURVEY CONTROL
 KA1168
 KA1168  NGVD 29 (??/??/92)  202.029  (m)          662.82   (f) ADJ UNCH    2 0
 KA1168
 KA1168.Superseded values are not recommended for survey control.
 KA1168
 KA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1168.See file dsdata.pdf to determine how the superseded data were derived.
 KA1168
 KA1168_MARKER: DB = BENCH MARK DISK
 KA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1168_STAMPING: F 69 1946
 KA1168_MARK LOGO: CGS
 KA1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1168+STABILITY: SURFACE MOTION
 KA1168
 KA1168  HISTORY     - Date     Condition        Report By
 KA1168  HISTORY     - 1946     MONUMENTED       CGS
 KA1168
 KA1168                          STATION DESCRIPTION
 KA1168
 KA1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1168'2 MI E FROM ASHERVILLE.
 KA1168'ABOUT 2.0 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD
 KA1168'AT ASHERVILLE, AT A CROSS ROAD, AT THE ROADMAN SCHOOL, SET
 KA1168'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, 159 FEET
 KA1168'EAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE SCHOOL
 KA1168'BUILDING, 21 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1168'OF THE NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE CENTER LINE OF
 KA1168'THE EAST WEST ROAD, 1 FOOT SOUTHEAST OF A STEEL FENCE CORNER
 KA1168'POST, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1168'DISK, STAMPED F 69 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1168'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0513 ***********************************************************************
 ME0513  DESIGNATION -  F 7
 ME0513  PID         -  ME0513
 ME0513  STATE/COUNTY-  IN/STARKE
 ME0513  COUNTRY     -  US
 ME0513  USGS QUAD   -  KNOX EAST (2019)
 ME0513
 ME0513                         *CURRENT SURVEY CONTROL
 ME0513  ______________________________________________________________________
 ME0513* NAD 83(1986) POSITION- 41 22 15.     (N) 086 30 30.     (W)   SCALED
 ME0513* NAVD 88 ORTHO HEIGHT -   219.200 (meters)      719.16  (feet) ADJUSTED
 ME0513  ______________________________________________________________________
 ME0513  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0513  DYNAMIC HEIGHT  -        219.111 (meters)      718.87  (feet) COMP
 ME0513  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 ME0513
 ME0513  VERT ORDER      -  FIRST     CLASS I
 ME0513
 ME0513.The horizontal coordinates were scaled from a map and have
 ME0513.an estimated accuracy of +/- 6 seconds.
 ME0513
 ME0513.The orthometric height was determined by differential leveling and
 ME0513.adjusted by the NATIONAL GEODETIC SURVEY
 ME0513.in June 1991.
 ME0513
 ME0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0513.GEOID18 height accuracy estimate available here.
 ME0513
 ME0513.Click photographs - Photos may exist for this station.
 ME0513
 ME0513.The dynamic height is computed by dividing the NAVD 88
 ME0513.geopotential number by the normal gravity value computed on the
 ME0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0513.degrees latitude (g = 980.6199 gals.).
 ME0513
 ME0513.The modeled gravity was interpolated from observed gravity values.
 ME0513
 ME0513;                    North         East    Units  Estimated Accuracy
 ME0513;SPC IN W     -   679,900.      948,100.      MT  (+/- 180 meters Scaled)
 ME0513
 ME0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL411800(NAD 83)
 ME0513
 ME0513                          SUPERSEDED SURVEY CONTROL
 ME0513
 ME0513  NGVD 29 (??/??/92)  219.308  (m)          719.51   (f) ADJ UNCH    1 1
 ME0513
 ME0513.Superseded values are not recommended for survey control.
 ME0513
 ME0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0513.See file dsdata.pdf to determine how the superseded data were derived.
 ME0513
 ME0513_MARKER: DB = BENCH MARK DISK
 ME0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0513_STAMPING: ELEV 719.559 FT F 7
 ME0513_MARK LOGO: CGS
 ME0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0513+STABILITY: SURFACE MOTION
 ME0513
 ME0513  HISTORY     - Date     Condition        Report By
 ME0513  HISTORY     - 1916     MONUMENTED       CGS
 ME0513  HISTORY     - 1968     GOOD             CGS
 ME0513  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0513
 ME0513                          STATION DESCRIPTION
 ME0513
 ME0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0513'AT GROVERTOWN.
 ME0513'AT GROVERTOWN, ALONG THE PENN CENTRAL RAILROAD, ABOUT 0.25 MILE
 ME0513'WEST OF MILEPOST 394, ABOUT 8 RAILS WEST OF THE CROSSING OF
 ME0513'STATE HIGHWAY 23, 25.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0513'EASTBOUND TRACK, 54 FEET EAST OF THE 4 TH TELEGRAPH POLE WEST OF
 ME0513'THE CROSSING, 27 FEET NORTH OF THE CENTER LINE OF A BLACK TOPPED
 ME0513'ROAD PARALLELING THE SOUTH SIDE OF THE TRACK, 1.1 FEET WEST OF A
 ME0513'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 ME0513'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 ME0513'GROUND.  SEC 27, T 34 N, R 1 W.
 ME0513
 ME0513                          STATION RECOVERY (1992)
 ME0513
 ME0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0513'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0889 ***********************************************************************
 LA0889  DESIGNATION -  F 7 HUNT
 LA0889  PID         -  LA0889
 LA0889  STATE/COUNTY-  IN/HUNTINGTON
 LA0889  COUNTRY     -  US
 LA0889  USGS QUAD   -  HUNTINGTON (2019)
 LA0889
 LA0889                         *CURRENT SURVEY CONTROL
 LA0889  ______________________________________________________________________
 LA0889* NAD 83(1986) POSITION- 40 53 34.     (N) 085 29 04.     (W)   SCALED
 LA0889* NAVD 88 ORTHO HEIGHT -   228.771 (meters)      750.56  (feet) ADJUSTED
 LA0889  ______________________________________________________________________
 LA0889  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 LA0889  DYNAMIC HEIGHT  -        228.665 (meters)      750.21  (feet) COMP
 LA0889  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LA0889
 LA0889  VERT ORDER      -  SECOND    CLASS 0
 LA0889
 LA0889.The horizontal coordinates were scaled from a map and have
 LA0889.an estimated accuracy of +/- 6 seconds.
 LA0889
 LA0889.The orthometric height was determined by differential leveling and
 LA0889.adjusted by the NATIONAL GEODETIC SURVEY
 LA0889.in June 1991.
 LA0889
 LA0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0889.GEOID18 height accuracy estimate available here.
 LA0889
 LA0889.Click photographs - Photos may exist for this station.
 LA0889
 LA0889.The dynamic height is computed by dividing the NAVD 88
 LA0889.geopotential number by the normal gravity value computed on the
 LA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0889.degrees latitude (g = 980.6199 gals.).
 LA0889
 LA0889.The modeled gravity was interpolated from observed gravity values.
 LA0889
 LA0889;                    North         East    Units  Estimated Accuracy
 LA0889;SPC IN E     -   626,670.      115,360.      MT  (+/- 180 meters Scaled)
 LA0889
 LA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276279(NAD 83)
 LA0889
 LA0889                          SUPERSEDED SURVEY CONTROL
 LA0889
 LA0889  NGVD 29 (??/??/92)  228.910  (m)          751.02   (f) ADJ UNCH    2 0
 LA0889
 LA0889.Superseded values are not recommended for survey control.
 LA0889
 LA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0889.See file dsdata.pdf to determine how the superseded data were derived.
 LA0889
 LA0889_MARKER: DD = SURVEY DISK
 LA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0889_STAMPING: F 7 HUNT
 LA0889_MARK LOGO: INHD
 LA0889_PROJECTION: PROJECTING 30 CENTIMETERS
 LA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0889+STABILITY: SURFACE MOTION
 LA0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0889+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2015
 LA0889
 LA0889  HISTORY     - Date     Condition        Report By
 LA0889  HISTORY     - UNK      MONUMENTED       INHD
 LA0889  HISTORY     - 1946     GOOD             CGS
 LA0889  HISTORY     - 20151223 GOOD             COH
 LA0889
 LA0889                          STATION DESCRIPTION
 LA0889
 LA0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0889'1.2 MI NE FROM HUNTINGTON.
 LA0889'ABOUT 1.2 MILE NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE COUNTY
 LA0889'COURT HOUSE AT HUNTINGTON, AT THE JUNCTION WITH STATE HIGHWAY 9,
 LA0889'60 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF HIGHWAY 24,
 LA0889'74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH HEADWALL
 LA0889'OF A 3-FOOT CONCRETE BOX CULVERT, 47 FEET SOUTHEAST OF THE
 LA0889'SOUTHEAST CORNER OF THE CONCRETE HEADWALL OF A 12-INCH PIPE
 LA0889'CULVERT, 3.5 FEET NORTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH
 LA0889'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0889'ABOUT 1 FOOT.
 LA0889
 LA0889                          STATION RECOVERY (2015)
 LA0889
 LA0889'RECOVERY NOTE BY CITY OF HUNTINGTON 2015 (BDK)
 LA0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7576 ***********************************************************************
 DR7576  DESIGNATION -  F 7 NOBLE
 DR7576  PID         -  DR7576
 DR7576  STATE/COUNTY-  IN/NOBLE
 DR7576  COUNTRY     -  US
 DR7576  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7576
 DR7576                         *CURRENT SURVEY CONTROL
 DR7576  ______________________________________________________________________
 DR7576* NAD 83(1986) POSITION- 41 30 53.87   (N) 085 16 24.93   (W)   HD_HELD1
 DR7576* NAVD 88 ORTHO HEIGHT -   288.907 (meters)      947.86  (feet) ADJUSTED
 DR7576  ______________________________________________________________________
 DR7576  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 DR7576  DYNAMIC HEIGHT  -        288.793 (meters)      947.48  (feet) COMP
 DR7576  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 DR7576
 DR7576  VERT ORDER      -  SECOND    CLASS I
 DR7576
 DR7576.The horizontal coordinates were determined by differentially corrected
 DR7576.hand held GPS observations or other comparable positioning techniques
 DR7576.and have an estimated accuracy of +/- 3 meters.
 DR7576
 DR7576.The orthometric height was determined by differential leveling and
 DR7576.adjusted by the NATIONAL GEODETIC SURVEY
 DR7576.in March 2022.
 DR7576
 DR7576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7576.GEOID18 height accuracy estimate available here.
 DR7576
 DR7576.Click photographs - Photos may exist for this station.
 DR7576
 DR7576.The dynamic height is computed by dividing the NAVD 88
 DR7576.geopotential number by the normal gravity value computed on the
 DR7576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7576.degrees latitude (g = 980.6199 gals.).
 DR7576
 DR7576.The modeled gravity was interpolated from observed gravity values.
 DR7576
 DR7576;                    North         East    Units  Estimated Accuracy
 DR7576;SPC IN E     -   695,822.2     132,811.6     MT  (+/- 3 meters HH1 GPS) 
 DR7576
 DR7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4406097364(NAD 83)
 DR7576
 DR7576                          SUPERSEDED SURVEY CONTROL
 DR7576
 DR7576.No superseded survey control is available for this station.
 DR7576
 DR7576_MARKER: DB = BENCH MARK DISK
 DR7576_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7576_SP_SET: WINGWALL
 DR7576_STAMPING: F 7 NOBLE
 DR7576_MARK LOGO: INHD
 DR7576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7576+STABILITY: SURFACE MOTION
 DR7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7576+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DR7576
 DR7576  HISTORY     - Date     Condition        Report By
 DR7576  HISTORY     - 1958     MONUMENTED       INHD
 DR7576  HISTORY     - 20180614 GOOD             INDOT
 DR7576
 DR7576                          STATION DESCRIPTION
 DR7576
 DR7576'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7576'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF STROH, 5.1 MI
 DR7576'(8.2 KM) NORTH OF KENDALLVILLE AND 4.9 MI (7.9 KM) EAST OF
 DR7576'WOLCOTTVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7576'
 DR7576'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7576'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 4.42 MI (7.11 KM)
 DR7576'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (SOUTHEAST) SIDE OF
 DR7576'THE ROAD, LOCATED ON A BRIDGE WINGWALL.
 DR7576'
 DR7576'THE STATION IS ON TOP OF THE WEST END OF THE SOUTHEAST WINGWALL.  IT
 DR7576'IS LOCATED 151.2 FT (46.1 M) NORTH OF THE CENTER SOUTH I-BEAM SUPPORT
 DR7576'POST AT THE SOUTH END OF THE GUARDRAIL ON THE EAST SIDE OF STATE ROAD
 DR7576'3, 29.0 FT (8.8 M) EAST OF THE ROAD CENTERLINE AND 22.5 FT (6.9 M)
 DR7576'SOUTH OF THE NORTHEAST CORNER OF THE HEADWALL WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0831 ***********************************************************************
 KA0831  DESIGNATION -  F 71
 KA0831  PID         -  KA0831
 KA0831  STATE/COUNTY-  IN/PARKE
 KA0831  COUNTRY     -  US
 KA0831  USGS QUAD   -  MANSFIELD (2019)
 KA0831
 KA0831                         *CURRENT SURVEY CONTROL
 KA0831  ______________________________________________________________________
 KA0831* NAD 83(1986) POSITION- 39 40 16.     (N) 087 05 50.     (W)   SCALED
 KA0831* NAVD 88 ORTHO HEIGHT -   181.639 (meters)      595.93  (feet) ADJUSTED
 KA0831  ______________________________________________________________________
 KA0831  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 KA0831  DYNAMIC HEIGHT  -        181.536 (meters)      595.59  (feet) COMP
 KA0831  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA0831
 KA0831  VERT ORDER      -  SECOND    CLASS 0
 KA0831
 KA0831.The horizontal coordinates were scaled from a map and have
 KA0831.an estimated accuracy of +/- 6 seconds.
 KA0831
 KA0831.The orthometric height was determined by differential leveling and
 KA0831.adjusted by the NATIONAL GEODETIC SURVEY
 KA0831.in June 1991.
 KA0831
 KA0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0831.GEOID18 height accuracy estimate available here.
 KA0831
 KA0831.Click photographs - Photos may exist for this station.
 KA0831
 KA0831.The dynamic height is computed by dividing the NAVD 88
 KA0831.geopotential number by the normal gravity value computed on the
 KA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0831.degrees latitude (g = 980.6199 gals.).
 KA0831
 KA0831.The modeled gravity was interpolated from observed gravity values.
 KA0831
 KA0831;                    North         East    Units  Estimated Accuracy
 KA0831;SPC IN W     -   491,000.      898,810.      MT  (+/- 180 meters Scaled)
 KA0831
 KA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ916912(NAD 83)
 KA0831
 KA0831                          SUPERSEDED SURVEY CONTROL
 KA0831
 KA0831  NGVD 29 (??/??/92)  181.744  (m)          596.27   (f) ADJ UNCH    2 0
 KA0831
 KA0831.Superseded values are not recommended for survey control.
 KA0831
 KA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0831.See file dsdata.pdf to determine how the superseded data were derived.
 KA0831
 KA0831_MARKER: DB = BENCH MARK DISK
 KA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0831_STAMPING: F 71 1946
 KA0831_MARK LOGO: CGS
 KA0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0831+STABILITY: SURFACE MOTION
 KA0831
 KA0831  HISTORY     - Date     Condition        Report By
 KA0831  HISTORY     - 1946     MONUMENTED       CGS
 KA0831
 KA0831                          STATION DESCRIPTION
 KA0831
 KA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0831'0.4 MI S FROM MANSFIELD.
 KA0831'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE CROSS ROADS
 KA0831'AT MANSFIELD, 0.4 MILE SOUTH OF THE CENTER OF A COVERED BRIDGE
 KA0831'OVER BIG RACCOON CREEK, 105 FEET NORTHWEST OF THE NORTHWEST
 KA0831'CORNER OF A SMALL WHITE FARM HOUSE, AT THE JUNCTION WITH A
 KA0831'GRAVEL ROAD LEADING WEST, 77 FEET SOUTH-SOUTHEAST OF A
 KA0831'TWIN-TRUNKED WHITE ASH TREE ON THE EAST HIGHWAY RIGHT-OF-WAY,
 KA0831'20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET
 KA0831'SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 2
 KA0831'FEET SOUTHEAST OF POWER LINE POLE NUMBER A4A-63, 2 FEET NORTHWEST
 KA0831'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0831'A STANDARD DISK, STAMPED F 71 1946 AND SET IN THE TOP OF A
 KA0831'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0561 ***********************************************************************
 KA0561  DESIGNATION -  F 72
 KA0561  PID         -  KA0561
 KA0561  STATE/COUNTY-  IN/PUTNAM
 KA0561  COUNTRY     -  US
 KA0561  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0561
 KA0561                         *CURRENT SURVEY CONTROL
 KA0561  ______________________________________________________________________
 KA0561* NAD 83(1986) POSITION- 39 45 46.39   (N) 086 54 27.61   (W)   HD_HELD1
 KA0561* NAVD 88 ORTHO HEIGHT -   258.689 (meters)      848.72  (feet) ADJUSTED
 KA0561  ______________________________________________________________________
 KA0561  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 KA0561  DYNAMIC HEIGHT  -        258.543 (meters)      848.24  (feet) COMP
 KA0561  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA0561
 KA0561  VERT ORDER      -  SECOND    CLASS 0
 KA0561
 KA0561.The horizontal coordinates were determined by differentially corrected
 KA0561.hand held GPS observations or other comparable positioning techniques
 KA0561.and have an estimated accuracy of +/- 3 meters.
 KA0561
 KA0561.The orthometric height was determined by differential leveling and
 KA0561.adjusted by the NATIONAL GEODETIC SURVEY
 KA0561.in June 1991.
 KA0561
 KA0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0561.GEOID18 height accuracy estimate available here.
 KA0561
 KA0561.Click photographs - Photos may exist for this station.
 KA0561
 KA0561.The dynamic height is computed by dividing the NAVD 88
 KA0561.geopotential number by the normal gravity value computed on the
 KA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0561.degrees latitude (g = 980.6199 gals.).
 KA0561
 KA0561.The modeled gravity was interpolated from observed gravity values.
 KA0561
 KA0561;                    North         East    Units  Estimated Accuracy
 KA0561;SPC IN W     -   501,206.0     915,051.9     MT  (+/- 3 meters HH1 GPS) 
 KA0561
 KA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0790801444(NAD 83)
 KA0561
 KA0561                          SUPERSEDED SURVEY CONTROL
 KA0561
 KA0561  NGVD 29 (??/??/92)  258.793  (m)          849.06   (f) ADJ UNCH    2 0
 KA0561
 KA0561.Superseded values are not recommended for survey control.
 KA0561
 KA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0561.See file dsdata.pdf to determine how the superseded data were derived.
 KA0561
 KA0561_MARKER: DB = BENCH MARK DISK
 KA0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0561_SP_SET: BRIDGE
 KA0561_STAMPING: F 72 1946
 KA0561_MARK LOGO: CGS
 KA0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0561
 KA0561  HISTORY     - Date     Condition        Report By
 KA0561  HISTORY     - 1946     MONUMENTED       CGS
 KA0561
 KA0561                          STATION DESCRIPTION
 KA0561
 KA0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0561'1.5 MI E FROM MORTON.
 KA0561'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0561'AT MORTON, SET IN THE SOUTHEAST WINGWALL AT THE EAST END OF
 KA0561'CONCRETE BRIDGE NUMBER 36-D-34.98, ABOUT 0.1 MILE WEST OF A
 KA0561'TWO-STORY FARM HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 17.5 FEET
 KA0561'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE
 KA0561'CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 KA0561'A STANDARD DISK, STAMPED F 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0669 ***********************************************************************
 KA0669  DESIGNATION -  F 73
 KA0669  PID         -  KA0669
 KA0669  STATE/COUNTY-  IN/HENDRICKS
 KA0669  COUNTRY     -  US
 KA0669  USGS QUAD   -  COATESVILLE (2019)
 KA0669
 KA0669                         *CURRENT SURVEY CONTROL
 KA0669  ______________________________________________________________________
 KA0669* NAD 83(1986) POSITION- 39 43 05.     (N) 086 39 03.     (W)   SCALED
 KA0669* NAVD 88 ORTHO HEIGHT -   278.503 (meters)      913.72  (feet) POSTED
 KA0669  ______________________________________________________________________
 KA0669  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KA0669  DYNAMIC HEIGHT  -        278.35  (meters)      913.2   (feet) COMP
 KA0669  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 KA0669
 KA0669  VERT ORDER      -  * POSTED, SEE BELOW
 KA0669
 KA0669.The horizontal coordinates were scaled from a map and have
 KA0669.an estimated accuracy of +/- 6 seconds.
 KA0669
 KA0669.The orthometric height was determined by differential leveling
 KA0669.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0669
 KA0669.* This is a POSTED BENCH MARK height.
 KA0669
 KA0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0669.GEOID18 height accuracy estimate available here.
 KA0669
 KA0669.Click photographs - Photos may exist for this station.
 KA0669
 KA0669.The dynamic height is computed by dividing the NAVD 88
 KA0669.geopotential number by the normal gravity value computed on the
 KA0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0669.degrees latitude (g = 980.6199 gals.).
 KA0669
 KA0669.The modeled gravity was interpolated from observed gravity values.
 KA0669
 KA0669;                    North         East    Units  Estimated Accuracy
 KA0669;SPC IN W     -   496,300.      937,080.      MT  (+/- 180 meters Scaled)
 KA0669
 KA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299965(NAD 83)
 KA0669
 KA0669                          SUPERSEDED SURVEY CONTROL
 KA0669
 KA0669  NGVD 29 (??/??/92)  278.610  (m)          914.07   (f) ADJ UNCH    1 2
 KA0669
 KA0669.Superseded values are not recommended for survey control.
 KA0669
 KA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0669.See file dsdata.pdf to determine how the superseded data were derived.
 KA0669
 KA0669_MARKER: DB = BENCH MARK DISK
 KA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0669_STAMPING: F 73 1946
 KA0669_MARK LOGO: CGS
 KA0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0669+STABILITY: SURFACE MOTION
 KA0669
 KA0669  HISTORY     - Date     Condition        Report By
 KA0669  HISTORY     - 1946     MONUMENTED       CGS
 KA0669  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0669  HISTORY     - 20081118 MARK NOT FOUND   INDOT
 KA0669
 KA0669                          STATION DESCRIPTION
 KA0669
 KA0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0669'2.8 MI S FROM NEW WINCHESTER.
 KA0669'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE HIGH SCHOOL
 KA0669'BUILDING AT NEW WINCHESTER, AT THE OVERPASS OVER THE NEW YORK
 KA0669'CENTRAL RAILROAD, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KA0669'OVERPASS, 74 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK,
 KA0669'53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF A
 KA0669'FENCE CORNER, 1 1/3 POLES WEST OF POLE NUMBER 26/30, 2 FEET SOUTH
 KA0669'OF AN EAST-WEST FENCE LINE, AND ABOUT 6 FEET LOWER THAN HIGHWAY
 KA0669'LEVEL.  A STANDARD DISK, STAMPED F 73 1946 AND SET IN THE TOP OF A
 KA0669'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0669
 KA0669                          STATION RECOVERY (1985)
 KA0669
 KA0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0669'MARK NOT FOUND.
 KA0669
 KA0669                          STATION RECOVERY (2008)
 KA0669
 KA0669'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0669'MARK NOT FOUND (GONE) FOUND INDOT C-51 SW CORNER-OVERPASS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0778 ***********************************************************************
 KA0778  DESIGNATION -  F 74
 KA0778  PID         -  KA0778
 KA0778  STATE/COUNTY-  IN/PUTNAM
 KA0778  COUNTRY     -  US
 KA0778  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0778
 KA0778                         *CURRENT SURVEY CONTROL
 KA0778  ______________________________________________________________________
 KA0778* NAD 83(1986) POSITION- 39 46 27.     (N) 086 56 15.     (W)   SCALED
 KA0778* NAVD 88 ORTHO HEIGHT -   265.883 (meters)      872.32  (feet) ADJUSTED
 KA0778  ______________________________________________________________________
 KA0778  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 KA0778  DYNAMIC HEIGHT  -        265.733 (meters)      871.83  (feet) COMP
 KA0778  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA0778
 KA0778  VERT ORDER      -  SECOND    CLASS 0
 KA0778
 KA0778.The horizontal coordinates were scaled from a map and have
 KA0778.an estimated accuracy of +/- 6 seconds.
 KA0778
 KA0778.The orthometric height was determined by differential leveling and
 KA0778.adjusted by the NATIONAL GEODETIC SURVEY
 KA0778.in June 1991.
 KA0778
 KA0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0778.GEOID18 height accuracy estimate available here.
 KA0778
 KA0778.Click photographs - Photos may exist for this station.
 KA0778
 KA0778.The dynamic height is computed by dividing the NAVD 88
 KA0778.geopotential number by the normal gravity value computed on the
 KA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0778.degrees latitude (g = 980.6199 gals.).
 KA0778
 KA0778.The modeled gravity was interpolated from observed gravity values.
 KA0778
 KA0778;                    North         East    Units  Estimated Accuracy
 KA0778;SPC IN W     -   502,450.      912,490.      MT  (+/- 180 meters Scaled)
 KA0778
 KA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK053026(NAD 83)
 KA0778
 KA0778                          SUPERSEDED SURVEY CONTROL
 KA0778
 KA0778  NGVD 29 (??/??/92)  265.985  (m)          872.65   (f) ADJ UNCH    2 0
 KA0778
 KA0778.Superseded values are not recommended for survey control.
 KA0778
 KA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0778.See file dsdata.pdf to determine how the superseded data were derived.
 KA0778
 KA0778_MARKER: DB = BENCH MARK DISK
 KA0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0778_STAMPING: F 74 1946
 KA0778_MARK LOGO: CGS
 KA0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0778+STABILITY: SURFACE MOTION
 KA0778
 KA0778  HISTORY     - Date     Condition        Report By
 KA0778  HISTORY     - 1946     MONUMENTED       CGS
 KA0778
 KA0778                          STATION DESCRIPTION
 KA0778
 KA0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0778'0.8 MI N FROM MORTON.
 KA0778'ABOUT 0.85 MILE NORTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM THE
 KA0778'CROSS ROADS AT MORTON, 199 FEET NORTHWEST AND ACROSS THE ROAD FROM
 KA0778'THE NORTH CORNER OF A CONCRETE VALVE PIT ALONG THE NORTHERN OF TWO
 KA0778'NATURAL GAS PIPE LINES, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 KA0778'THE ROAD, 16 FEET SOUTHEAST OF A 30-INCH ELM TREE, 34 FEET SOUTH
 KA0778'OF A CONCRETE GATE POST AT THE SOUTH SIDE OF A FARM ENTRANCE ROAD,
 KA0778'5.5 FEET SOUTHWEST OF A WIRE FENCE LINE, 2 FEET NORTHEAST OF A
 KA0778'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 KA0778'DISK, STAMPED F 74 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0778'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0727 ***********************************************************************
 KA0727  DESIGNATION -  F 75
 KA0727  PID         -  KA0727
 KA0727  STATE/COUNTY-  IN/MONTGOMERY
 KA0727  COUNTRY     -  US
 KA0727  USGS QUAD   -  LADOGA (2019)
 KA0727
 KA0727                         *CURRENT SURVEY CONTROL
 KA0727  ______________________________________________________________________
 KA0727* NAD 83(1986) POSITION- 39 57 38.     (N) 086 48 31.     (W)   SCALED
 KA0727* NAVD 88 ORTHO HEIGHT -   259.036 (meters)      849.85  (feet) ADJUSTED
 KA0727  ______________________________________________________________________
 KA0727  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 KA0727  DYNAMIC HEIGHT  -        258.895 (meters)      849.39  (feet) COMP
 KA0727  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 KA0727
 KA0727  VERT ORDER      -  SECOND    CLASS 0
 KA0727
 KA0727.The horizontal coordinates were scaled from a map and have
 KA0727.an estimated accuracy of +/- 6 seconds.
 KA0727
 KA0727.The orthometric height was determined by differential leveling and
 KA0727.adjusted by the NATIONAL GEODETIC SURVEY
 KA0727.in June 1991.
 KA0727
 KA0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0727.GEOID18 height accuracy estimate available here.
 KA0727
 KA0727.Click photographs - Photos may exist for this station.
 KA0727
 KA0727.The dynamic height is computed by dividing the NAVD 88
 KA0727.geopotential number by the normal gravity value computed on the
 KA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0727.degrees latitude (g = 980.6199 gals.).
 KA0727
 KA0727.The modeled gravity was interpolated from observed gravity values.
 KA0727
 KA0727;                    North         East    Units  Estimated Accuracy
 KA0727;SPC IN W     -   523,170.      923,470.      MT  (+/- 180 meters Scaled)
 KA0727
 KA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK163233(NAD 83)
 KA0727
 KA0727                          SUPERSEDED SURVEY CONTROL
 KA0727
 KA0727  NGVD 29 (??/??/92)  259.136  (m)          850.18   (f) ADJ UNCH    2 0
 KA0727
 KA0727.Superseded values are not recommended for survey control.
 KA0727
 KA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0727.See file dsdata.pdf to determine how the superseded data were derived.
 KA0727
 KA0727_MARKER: DB = BENCH MARK DISK
 KA0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0727_SP_SET: BRIDGE
 KA0727_STAMPING: F 75 1946
 KA0727_MARK LOGO: CGS
 KA0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0727
 KA0727  HISTORY     - Date     Condition        Report By
 KA0727  HISTORY     - 1946     MONUMENTED       CGS
 KA0727
 KA0727                          STATION DESCRIPTION
 KA0727
 KA0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0727'3.2 MI S FROM LINNSBURG.
 KA0727'ALONG THE MACE-LADOGA HIGHWAY ABOUT 3.15 MILE SOUTH OF THE PEORIA
 KA0727'AND EASTERN RAILWAY CROSSING AT LINNSBURG AND ABOUT 3.35 MILES
 KA0727'NORTH OF THE POST OFFICE AT LADOGA, SET IN THE TOP OF THE EAST
 KA0727'END OF THE BRIDGE SEAT OF A 14-FOOT CONCRETE BRIDGE OVER A SMALL
 KA0727'STREAM, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 KA0727'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE SEAT, 0.5 FOOT
 KA0727'SOUTHEAST OF THE NORTHEAST WINGWALL OF THE BRIDGE AND ABOUT 5
 KA0727'FEET LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED F 75 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0753 ***********************************************************************
 KA0753  DESIGNATION -  F 76
 KA0753  PID         -  KA0753
 KA0753  STATE/COUNTY-  IN/HENDRICKS
 KA0753  COUNTRY     -  US
 KA0753  USGS QUAD   -  HALL (2019)
 KA0753
 KA0753                         *CURRENT SURVEY CONTROL
 KA0753  ______________________________________________________________________
 KA0753* NAD 83(1986) POSITION- 39 36 45.     (N) 086 35 26.     (W)   SCALED
 KA0753* NAVD 88 ORTHO HEIGHT -   237.411 (meters)      778.91  (feet) ADJUSTED
 KA0753  ______________________________________________________________________
 KA0753  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KA0753  DYNAMIC HEIGHT  -        237.278 (meters)      778.47  (feet) COMP
 KA0753  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 KA0753
 KA0753  VERT ORDER      -  SECOND    CLASS 0
 KA0753
 KA0753.The horizontal coordinates were scaled from a map and have
 KA0753.an estimated accuracy of +/- 6 seconds.
 KA0753
 KA0753.The orthometric height was determined by differential leveling and
 KA0753.adjusted by the NATIONAL GEODETIC SURVEY
 KA0753.in June 1991.
 KA0753
 KA0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0753.GEOID18 height accuracy estimate available here.
 KA0753
 KA0753.Click photographs - Photos may exist for this station.
 KA0753
 KA0753.The dynamic height is computed by dividing the NAVD 88
 KA0753.geopotential number by the normal gravity value computed on the
 KA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0753.degrees latitude (g = 980.6199 gals.).
 KA0753
 KA0753.The modeled gravity was interpolated from observed gravity values.
 KA0753
 KA0753;                    North         East    Units  Estimated Accuracy
 KA0753;SPC IN W     -   484,610.      942,320.      MT  (+/- 180 meters Scaled)
 KA0753
 KA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ351848(NAD 83)
 KA0753
 KA0753                          SUPERSEDED SURVEY CONTROL
 KA0753
 KA0753  NGVD 29 (??/??/92)  237.509  (m)          779.23   (f) ADJ UNCH    2 0
 KA0753
 KA0753.Superseded values are not recommended for survey control.
 KA0753
 KA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0753.See file dsdata.pdf to determine how the superseded data were derived.
 KA0753
 KA0753_MARKER: DB = BENCH MARK DISK
 KA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0753_STAMPING: F 76 1946
 KA0753_MARK LOGO: CGS
 KA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0753+STABILITY: SURFACE MOTION
 KA0753
 KA0753  HISTORY     - Date     Condition        Report By
 KA0753  HISTORY     - 1946     MONUMENTED       CGS
 KA0753
 KA0753                          STATION DESCRIPTION
 KA0753
 KA0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0753'2.9 MI SE FROM STILESVILLE.
 KA0753'ABOUT 2.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 KA0753'OFFICE AT STILESVILLE, 0.5 MILE SOUTHEAST OF A POWER TRANSMISSION
 KA0753'LINE CROSSING, 0.3 MILE NORTHWEST OF A CROSS ROAD, AT THE ELISAH
 KA0753'BREWER FARM, 75 FEET NORTHWEST OF THE WEST CORNER OF THE HOUSE,
 KA0753'30 FEET SOUTHWEST OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF
 KA0753'THE ROAD, 18 FEET SOUTHWEST OF A FENCE CORNER, 15 FEET WEST OF A
 KA0753'DRIVEWAY, 1.5 FEET EAST OF A FENCE LINE, 1.5 FEET NORTH OF A
 KA0753'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 76 1946
 KA0753'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0753'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0105 ***********************************************************************
 KA0105  DESIGNATION -  F 77
 KA0105  PID         -  KA0105
 KA0105  STATE/COUNTY-  IN/MARION
 KA0105  COUNTRY     -  US
 KA0105  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0105
 KA0105                         *CURRENT SURVEY CONTROL
 KA0105  ______________________________________________________________________
 KA0105* NAD 83(1986) POSITION- 39 45 47.     (N) 086 12 31.     (W)   SCALED
 KA0105* NAVD 88 ORTHO HEIGHT -   213.713 (meters)      701.16  (feet) POSTED
 KA0105  ______________________________________________________________________
 KA0105  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 KA0105  DYNAMIC HEIGHT  -        213.60  (meters)      700.8   (feet) COMP
 KA0105  MODELED GRAVITY -    980,076.6   (mgal)                       NAVD 88
 KA0105
 KA0105  VERT ORDER      -  * POSTED, SEE BELOW
 KA0105
 KA0105.The horizontal coordinates were scaled from a map and have
 KA0105.an estimated accuracy of +/- 6 seconds.
 KA0105
 KA0105.The orthometric height was determined by differential leveling
 KA0105.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0105
 KA0105.* This is a POSTED BENCH MARK height.
 KA0105
 KA0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0105.GEOID18 height accuracy estimate available here.
 KA0105
 KA0105.Click photographs - Photos may exist for this station.
 KA0105
 KA0105.The dynamic height is computed by dividing the NAVD 88
 KA0105.geopotential number by the normal gravity value computed on the
 KA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0105.degrees latitude (g = 980.6199 gals.).
 KA0105
 KA0105.The modeled gravity was interpolated from observed gravity values.
 KA0105
 KA0105;                    North         East    Units  Estimated Accuracy
 KA0105;SPC IN E     -   501,350.       53,560.      MT  (+/- 180 meters Scaled)
 KA0105
 KA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK677017(NAD 83)
 KA0105
 KA0105                          SUPERSEDED SURVEY CONTROL
 KA0105
 KA0105  NGVD 29 (??/??/92)  213.845  (m)          701.59   (f) ADJ UNCH    1 2
 KA0105
 KA0105.Superseded values are not recommended for survey control.
 KA0105
 KA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0105.See file dsdata.pdf to determine how the superseded data were derived.
 KA0105
 KA0105_MARKER: DB = BENCH MARK DISK
 KA0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0105_STAMPING: F 77 1946
 KA0105_MARK LOGO: CGS
 KA0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0105+STABILITY: SURFACE MOTION
 KA0105
 KA0105  HISTORY     - Date     Condition        Report By
 KA0105  HISTORY     - 1946     MONUMENTED       CGS
 KA0105  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0105  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0105
 KA0105                          STATION DESCRIPTION
 KA0105
 KA0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0105'2.7 MI W FROM INDIANAPOLIS.
 KA0105'ABOUT 2.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0105'UNION STATION AT INDIANAPOLIS, AT THE GRADE CROSSING OF HANCOCK
 KA0105'STREET, 63 FEET EAST OF THE CENTER LINE OF HANCOCK STREET, 25
 KA0105'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 3 FEET
 KA0105'EAST OF POLE 2/35, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST
 KA0105'AND ABOUT 5 FEET LOWER THAN THE LEVEL OF THE CROSSING.  A STANDARD
 KA0105'DISK, STAMPED F 77 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0105'PROJECTING 3 INCHES ABOVE GROUND.
 KA0105
 KA0105                          STATION RECOVERY (1959)
 KA0105
 KA0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0105'MARK NOT FOUND.
 KA0105
 KA0105                          STATION RECOVERY (1976)
 KA0105
 KA0105'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0592 ***********************************************************************
 LB0592  DESIGNATION -  F 78
 LB0592  PID         -  LB0592
 LB0592  STATE/COUNTY-  IN/BOONE
 LB0592  COUNTRY     -  US
 LB0592  USGS QUAD   -  ROSSTON (2019)
 LB0592
 LB0592                         *CURRENT SURVEY CONTROL
 LB0592  ______________________________________________________________________
 LB0592* NAD 83(1986) POSITION- 40 06 09.     (N) 086 18 54.     (W)   SCALED
 LB0592* NAVD 88 ORTHO HEIGHT -   290.975 (meters)      954.64  (feet) ADJUSTED
 LB0592  ______________________________________________________________________
 LB0592  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 LB0592  DYNAMIC HEIGHT  -        290.813 (meters)      954.11  (feet) COMP
 LB0592  MODELED GRAVITY -    980,063.6   (mgal)                       NAVD 88
 LB0592
 LB0592  VERT ORDER      -  SECOND    CLASS 0
 LB0592
 LB0592.The horizontal coordinates were scaled from a map and have
 LB0592.an estimated accuracy of +/- 6 seconds.
 LB0592
 LB0592.The orthometric height was determined by differential leveling and
 LB0592.adjusted by the NATIONAL GEODETIC SURVEY
 LB0592.in June 1991.
 LB0592
 LB0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0592.GEOID18 height accuracy estimate available here.
 LB0592
 LB0592.Click photographs - Photos may exist for this station.
 LB0592
 LB0592.The dynamic height is computed by dividing the NAVD 88
 LB0592.geopotential number by the normal gravity value computed on the
 LB0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0592.degrees latitude (g = 980.6199 gals.).
 LB0592
 LB0592.The modeled gravity was interpolated from observed gravity values.
 LB0592
 LB0592;                    North         East    Units  Estimated Accuracy
 LB0592;SPC IN W     -   539,180.      965,510.      MT  (+/- 180 meters Scaled)
 LB0592
 LB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK583393(NAD 83)
 LB0592
 LB0592                          SUPERSEDED SURVEY CONTROL
 LB0592
 LB0592  NGVD 29 (??/??/92)  291.075  (m)          954.97   (f) ADJ UNCH    2 0
 LB0592
 LB0592.Superseded values are not recommended for survey control.
 LB0592
 LB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0592.See file dsdata.pdf to determine how the superseded data were derived.
 LB0592
 LB0592_MARKER: DB = BENCH MARK DISK
 LB0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0592_STAMPING: F 78 1946
 LB0592_MARK LOGO: CGS
 LB0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0592+STABILITY: SURFACE MOTION
 LB0592
 LB0592  HISTORY     - Date     Condition        Report By
 LB0592  HISTORY     - 1946     MONUMENTED       CGS
 LB0592
 LB0592                          STATION DESCRIPTION
 LB0592
 LB0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0592'1.4 MI NW FROM WAUGH.
 LB0592'ABOUT 1.35 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE CROSS
 LB0592'ROADS AT WAUGH, 63 FEET NORTH OF THE NORTHEAST CORNER OF THE
 LB0592'SPARKS FARM HOUSE, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LB0592'HIGHWAY 14 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY,
 LB0592'6 FEET NORTH OF A FENCE CORNER, 77 FEET SOUTHEAST OF THE SOUTHEAST
 LB0592'CORNER OF THE BARN, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB0592'POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB0592'F 78 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0592'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0062 ***********************************************************************
 KA0062  DESIGNATION -  F 79
 KA0062  PID         -  KA0062
 KA0062  STATE/COUNTY-  IN/MARION
 KA0062  COUNTRY     -  US
 KA0062  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0062
 KA0062                         *CURRENT SURVEY CONTROL
 KA0062  ______________________________________________________________________
 KA0062* NAD 83(1986) POSITION- 39 46 38.     (N) 086 10 01.     (W)   SCALED
 KA0062* NAVD 88 ORTHO HEIGHT -   217.756 (meters)      714.42  (feet) ADJUSTED
 KA0062  ______________________________________________________________________
 KA0062  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 KA0062  DYNAMIC HEIGHT  -        217.636 (meters)      714.03  (feet) COMP
 KA0062  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 KA0062
 KA0062  VERT ORDER      -  SECOND    CLASS 0
 KA0062
 KA0062.The horizontal coordinates were scaled from a map and have
 KA0062.an estimated accuracy of +/- 6 seconds.
 KA0062
 KA0062.The orthometric height was determined by differential leveling and
 KA0062.adjusted by the NATIONAL GEODETIC SURVEY
 KA0062.in June 1991.
 KA0062
 KA0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0062.GEOID18 height accuracy estimate available here.
 KA0062
 KA0062.Click photographs - Photos may exist for this station.
 KA0062
 KA0062.The dynamic height is computed by dividing the NAVD 88
 KA0062.geopotential number by the normal gravity value computed on the
 KA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0062.degrees latitude (g = 980.6199 gals.).
 KA0062
 KA0062.The modeled gravity was interpolated from observed gravity values.
 KA0062
 KA0062;                    North         East    Units  Estimated Accuracy
 KA0062;SPC IN E     -   502,900.       57,140.      MT  (+/- 180 meters Scaled)
 KA0062
 KA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK713033(NAD 83)
 KA0062
 KA0062                          SUPERSEDED SURVEY CONTROL
 KA0062
 KA0062  NGVD 29 (??/??/92)  217.888  (m)          714.85   (f) ADJ UNCH    2 0
 KA0062
 KA0062.Superseded values are not recommended for survey control.
 KA0062
 KA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0062.See file dsdata.pdf to determine how the superseded data were derived.
 KA0062
 KA0062_MARKER: DB = BENCH MARK DISK
 KA0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0062_SP_SET: BUILDING
 KA0062_STAMPING: F 79 1946
 KA0062_MARK LOGO: CGS
 KA0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0062
 KA0062  HISTORY     - Date     Condition        Report By
 KA0062  HISTORY     - 1946     MONUMENTED       CGS
 KA0062  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KA0062
 KA0062                          STATION DESCRIPTION
 KA0062
 KA0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0062'AT INDIANAPOLIS.
 KA0062'AT INDIANAPOLIS, AT INTERSECTION OF NORTH WEST STREET AND WEST
 KA0062'WALNUT STREET, SET VERTICALLY IN THE WEST FACE OF THE SHILOH BAPTIST
 KA0062'CHURCH BUILDING, 21 FEET SOUTH OF THE NORTH WEST CORNER OF THE
 KA0062'BUILDING AND 2.7 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 KA0062'F 79 1946.
 KA0062
 KA0062                          STATION RECOVERY (1989)
 KA0062
 KA0062'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRP)
 KA0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1246 ***********************************************************************
 MD1246  DESIGNATION -  F 8
 MD1246  PID         -  MD1246
 MD1246  STATE/COUNTY-  IN/KOSCIUSKO
 MD1246  COUNTRY     -  US
 MD1246  USGS QUAD   -  WARSAW (2019)
 MD1246
 MD1246                         *CURRENT SURVEY CONTROL
 MD1246  ______________________________________________________________________
 MD1246* NAD 83(1986) POSITION- 41 14 09.     (N) 085 51 38.     (W)   SCALED
 MD1246* NAVD 88 ORTHO HEIGHT -   250.455 (meters)      821.70  (feet) ADJUSTED
 MD1246  ______________________________________________________________________
 MD1246  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 MD1246  DYNAMIC HEIGHT  -        250.348 (meters)      821.35  (feet) COMP
 MD1246  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 MD1246
 MD1246  VERT ORDER      -  FIRST     CLASS II
 MD1246
 MD1246.The horizontal coordinates were scaled from a map and have
 MD1246.an estimated accuracy of +/- 6 seconds.
 MD1246
 MD1246.The orthometric height was determined by differential leveling and
 MD1246.adjusted by the NATIONAL GEODETIC SURVEY
 MD1246.in June 1991.
 MD1246
 MD1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1246.GEOID18 height accuracy estimate available here.
 MD1246
 MD1246.Click photographs - Photos may exist for this station.
 MD1246
 MD1246.The dynamic height is computed by dividing the NAVD 88
 MD1246.geopotential number by the normal gravity value computed on the
 MD1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1246.degrees latitude (g = 980.6199 gals.).
 MD1246
 MD1246.The modeled gravity was interpolated from observed gravity values.
 MD1246
 MD1246;                    North         East    Units  Estimated Accuracy
 MD1246;SPC IN E     -   664,770.       83,750.      MT  (+/- 180 meters Scaled)
 MD1246
 MD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL954655(NAD 83)
 MD1246
 MD1246                          SUPERSEDED SURVEY CONTROL
 MD1246
 MD1246  NGVD 29 (??/??/92)  250.583  (m)          822.12   (f) ADJ UNCH    1 2
 MD1246
 MD1246.Superseded values are not recommended for survey control.
 MD1246
 MD1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1246.See file dsdata.pdf to determine how the superseded data were derived.
 MD1246
 MD1246_MARKER: DB = BENCH MARK DISK
 MD1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1246_SP_SET: ABUTMENT
 MD1246_STAMPING: F 8
 MD1246_MARK LOGO: CGS
 MD1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1246
 MD1246  HISTORY     - Date     Condition        Report By
 MD1246  HISTORY     - 1916     MONUMENTED       CGS
 MD1246  HISTORY     - 1930     GOOD             CGS
 MD1246  HISTORY     - 1946     POOR             INDNR
 MD1246
 MD1246                          STATION DESCRIPTION
 MD1246
 MD1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 MD1246'AT WARSAW.
 MD1246'ON THE S END OF THE BACK WALL OF THE W ABUTMENT OF PENNSYLVANIA
 MD1246'RAILROAD BRIDGE NO. 359.16 AT THE INTERSECTION OF THE RAILROAD
 MD1246'AND COLUMBIA STREET.  A NEW ELEVATION WAS DETERMINED WHICH IS
 MD1246'IN SLIGHT VARIATION FROM THE ELEVATION AS DETERMINED BY THE
 MD1246'PENNSYLVANIA RAILROAD WHEN THEY MOVED THE MARK IN MARCH 1930.
 MD1246'SEE ABSTRACTS FOR NEW ELEVATION.
 MD1246
 MD1246                          STATION RECOVERY (1946)
 MD1246
 MD1246'RECOVERY NOTE BY IN DEPT OF NAT RES 1946
 MD1246'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1247 ***********************************************************************
 MD1247  DESIGNATION -  F 8 RESET
 MD1247  PID         -  MD1247
 MD1247  STATE/COUNTY-  IN/KOSCIUSKO
 MD1247  COUNTRY     -  US
 MD1247  USGS QUAD   -  WARSAW (2019)
 MD1247
 MD1247                         *CURRENT SURVEY CONTROL
 MD1247  ______________________________________________________________________
 MD1247* NAD 83(1986) POSITION- 41 14 09.     (N) 085 51 38.     (W)   SCALED
 MD1247* NAVD 88 ORTHO HEIGHT -   250.923 (meters)      823.24  (feet) ADJUSTED
 MD1247  ______________________________________________________________________
 MD1247  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 MD1247  DYNAMIC HEIGHT  -        250.816 (meters)      822.89  (feet) COMP
 MD1247  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 MD1247
 MD1247  VERT ORDER      -  FIRST     CLASS I
 MD1247
 MD1247.The horizontal coordinates were scaled from a map and have
 MD1247.an estimated accuracy of +/- 6 seconds.
 MD1247
 MD1247.The orthometric height was determined by differential leveling and
 MD1247.adjusted by the NATIONAL GEODETIC SURVEY
 MD1247.in April 1995.
 MD1247
 MD1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1247.GEOID18 height accuracy estimate available here.
 MD1247
 MD1247.Click photographs - Photos may exist for this station.
 MD1247
 MD1247.The dynamic height is computed by dividing the NAVD 88
 MD1247.geopotential number by the normal gravity value computed on the
 MD1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1247.degrees latitude (g = 980.6199 gals.).
 MD1247
 MD1247.The modeled gravity was interpolated from observed gravity values.
 MD1247
 MD1247;                    North         East    Units  Estimated Accuracy
 MD1247;SPC IN E     -   664,770.       83,750.      MT  (+/- 180 meters Scaled)
 MD1247
 MD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL954655(NAD 83)
 MD1247
 MD1247                          SUPERSEDED SURVEY CONTROL
 MD1247
 MD1247  NAVD 88 (06/15/91)  250.928  (m)          823.25   (f) SUPERSEDED  1 1
 MD1247  NGVD 29 (01/19/93)  251.058  (m)          823.68   (f) ADJUSTED    1 1
 MD1247  NGVD 29 (??/??/92)  251.058  (m)          823.68   (f) SUPERSEDED  1 1
 MD1247
 MD1247.Superseded values are not recommended for survey control.
 MD1247
 MD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1247.See file dsdata.pdf to determine how the superseded data were derived.
 MD1247
 MD1247_MARKER: DB = BENCH MARK DISK
 MD1247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1247_SP_SET: RETAINING WALL
 MD1247_STAMPING: F 8 RESET 1930 ELEV 824.242 FT
 MD1247_MARK LOGO: CGS
 MD1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1247+STABILITY: SURFACE MOTION
 MD1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1247+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 MD1247
 MD1247  HISTORY     - Date     Condition        Report By
 MD1247  HISTORY     - 1930     MONUMENTED       CGS
 MD1247  HISTORY     - 1968     GOOD             CGS
 MD1247  HISTORY     - 1984     GOOD             USPSQD
 MD1247  HISTORY     - 19920910 GOOD             NGS
 MD1247
 MD1247                          STATION DESCRIPTION
 MD1247
 MD1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1247'AT WARSAW.
 MD1247'AT WARSAW, ABOUT 0.1 MILE WEST OF THE PENN CENTRAL RAILROAD STA,
 MD1247'SET ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE
 MD1247'RAILROAD OVERPASS OVER COLUMBIA STREET, 10.4 FEET SOUTH OF THE
 MD1247'SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS AND 2 FEET BELOW
 MD1247'THE LEVEL OF THE TRACK.  NOTE-- THE RESET 1930 WAS STAMPED BY
 MD1247'THIS PARTY.  THE ELEVATION STAMPED ON THE MARK IS IN ERROR.
 MD1247
 MD1247                          STATION RECOVERY (1984)
 MD1247
 MD1247'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1247'RECOVERED IN GOOD CONDITION.
 MD1247
 MD1247                          STATION RECOVERY (1992)
 MD1247
 MD1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1247'IN WARSAW, AT THE INTERSECTION OF COLUMBIA STREET AND THE CONRAIL
 MD1247'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 MD1247'SOUTHWEST RETAINING WALL OF THE RAILROAD OVERPASS OF THE STREET, 8.6
 MD1247'M (28.2 FT) WEST OF THE STREET CENTER, 3.1 M (10.2 FT) SOUTH OF THE
 MD1247'NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2022 ***********************************************************************
 LB2022  DESIGNATION -  F 80
 LB2022  PID         -  LB2022
 LB2022  STATE/COUNTY-  IN/BOONE
 LB2022  COUNTRY     -  US
 LB2022  USGS QUAD   -  LEBANON (2019)
 LB2022
 LB2022                         *CURRENT SURVEY CONTROL
 LB2022  ______________________________________________________________________
 LB2022* NAD 83(1986) POSITION- 40 00 00.86   (N) 086 25 19.65   (W)   HD_HELD1
 LB2022* NAVD 88 ORTHO HEIGHT -   290.177 (meters)      952.02  (feet) ADJUSTED
 LB2022  ______________________________________________________________________
 LB2022  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 LB2022  DYNAMIC HEIGHT  -        290.015 (meters)      951.49  (feet) COMP
 LB2022  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 LB2022
 LB2022  VERT ORDER      -  SECOND    CLASS 0
 LB2022
 LB2022.The horizontal coordinates were determined by differentially corrected
 LB2022.hand held GPS observations or other comparable positioning techniques
 LB2022.and have an estimated accuracy of +/- 3 meters.
 LB2022
 LB2022.The orthometric height was determined by differential leveling and
 LB2022.adjusted by the NATIONAL GEODETIC SURVEY
 LB2022.in June 1991.
 LB2022
 LB2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2022.GEOID18 height accuracy estimate available here.
 LB2022
 LB2022.Click photographs - Photos may exist for this station.
 LB2022
 LB2022.The dynamic height is computed by dividing the NAVD 88
 LB2022.geopotential number by the normal gravity value computed on the
 LB2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2022.degrees latitude (g = 980.6199 gals.).
 LB2022
 LB2022.The modeled gravity was interpolated from observed gravity values.
 LB2022
 LB2022;                    North         East    Units  Estimated Accuracy
 LB2022;SPC IN W     -   527,753.6     956,461.3     MT  (+/- 3 meters HH1 GPS) 
 LB2022
 LB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4932727943(NAD 83)
 LB2022
 LB2022                          SUPERSEDED SURVEY CONTROL
 LB2022
 LB2022  NGVD 29 (??/??/92)  290.28   (m)          952.4    (f) COMPUTED    2 0
 LB2022
 LB2022.Superseded values are not recommended for survey control.
 LB2022
 LB2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2022.See file dsdata.pdf to determine how the superseded data were derived.
 LB2022
 LB2022_MARKER: DB = BENCH MARK DISK
 LB2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2022_STAMPING: F 80 1946
 LB2022_MARK LOGO: CGS
 LB2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2022+STABILITY: SURFACE MOTION
 LB2022
 LB2022  HISTORY     - Date     Condition        Report By
 LB2022  HISTORY     - 1946     MONUMENTED       CGS
 LB2022
 LB2022                          STATION DESCRIPTION
 LB2022
 LB2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB2022'4.2 MI SE FROM LEBANON.
 LB2022'ALONG U.S. HIGHWAY 52 ABOUT 4.2 MILES SOUTHEAST OF THE COUNTY
 LB2022'COURT HOUSE AT LEBANON, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB2022'SOUTH, 29 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVEMENT,
 LB2022'61 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET EAST
 LB2022'OF A FENCE CORNER, 6 FEET NORTHWEST OF A TELEPHONE POLE NUMBER
 LB2022'846, 1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST AND
 LB2022'ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 LB2022'STAMPED F 80 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB2022'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0538 ***********************************************************************
 KA0538  DESIGNATION -  F 81
 KA0538  PID         -  KA0538
 KA0538  STATE/COUNTY-  IN/OWEN
 KA0538  COUNTRY     -  US
 KA0538  USGS QUAD   -  QUINCY (2019)
 KA0538
 KA0538                         *CURRENT SURVEY CONTROL
 KA0538  ______________________________________________________________________
 KA0538* NAD 83(1986) POSITION- 39 26 28.     (N) 086 43 44.     (W)   SCALED
 KA0538* NAVD 88 ORTHO HEIGHT -   224.123 (meters)      735.31  (feet) ADJUSTED
 KA0538  ______________________________________________________________________
 KA0538  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0538  DYNAMIC HEIGHT  -        223.994 (meters)      734.89  (feet) COMP
 KA0538  MODELED GRAVITY -    980,047.2   (mgal)                       NAVD 88
 KA0538
 KA0538  VERT ORDER      -  SECOND    CLASS 0
 KA0538
 KA0538.The horizontal coordinates were scaled from a map and have
 KA0538.an estimated accuracy of +/- 6 seconds.
 KA0538
 KA0538.The orthometric height was determined by differential leveling and
 KA0538.adjusted by the NATIONAL GEODETIC SURVEY
 KA0538.in June 1991.
 KA0538
 KA0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0538.GEOID18 height accuracy estimate available here.
 KA0538
 KA0538.Click photographs - Photos may exist for this station.
 KA0538
 KA0538.The dynamic height is computed by dividing the NAVD 88
 KA0538.geopotential number by the normal gravity value computed on the
 KA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0538.degrees latitude (g = 980.6199 gals.).
 KA0538
 KA0538.The modeled gravity was interpolated from observed gravity values.
 KA0538
 KA0538;                    North         East    Units  Estimated Accuracy
 KA0538;SPC IN W     -   465,530.      930,510.      MT  (+/- 180 meters Scaled)
 KA0538
 KA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ233657(NAD 83)
 KA0538
 KA0538                          SUPERSEDED SURVEY CONTROL
 KA0538
 KA0538  NGVD 29 (??/??/92)  224.240  (m)          735.69   (f) ADJ UNCH    2 0
 KA0538
 KA0538.Superseded values are not recommended for survey control.
 KA0538
 KA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0538.See file dsdata.pdf to determine how the superseded data were derived.
 KA0538
 KA0538_MARKER: DB = BENCH MARK DISK
 KA0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0538_SP_SET: BRIDGE
 KA0538_STAMPING: F 81 1946
 KA0538_MARK LOGO: CGS
 KA0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0538
 KA0538  HISTORY     - Date     Condition        Report By
 KA0538  HISTORY     - 1946     MONUMENTED       CGS
 KA0538
 KA0538                          STATION DESCRIPTION
 KA0538
 KA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0538'1.6 MI SW FROM QUINCY.
 KA0538'ABOUT 1.55 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DEVORE
 KA0538'AND STATE HIGHWAY 43 FROM THE HIGH SCHOOL AT QUINCY, SET IN THE
 KA0538'TOP OF THE NORTHEAST WING WALL OF A 25 FOOT CONCRETE BRIDGE OVER A
 KA0538'BRANCH OF THE MILL CREEK, 11 FEET NORTH OF AND ABOUT LEVEL WITH
 KA0538'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST OF THE
 KA0538'NORTHEAST CORNER OF THE CONCRETE BRIDGE BANISTER.  A STANDARD DISK,
 KA0538'STAMPED F 81 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1214 ***********************************************************************
 KA1214  DESIGNATION -  F 82
 KA1214  PID         -  KA1214
 KA1214  STATE/COUNTY-  IN/CLAY
 KA1214  COUNTRY     -  US
 KA1214  USGS QUAD   -  SALINE CITY (2019)
 KA1214
 KA1214                         *CURRENT SURVEY CONTROL
 KA1214  ______________________________________________________________________
 KA1214* NAD 83(1986) POSITION- 39 21 51.     (N) 087 08 00.     (W)   SCALED
 KA1214* NAVD 88 ORTHO HEIGHT -   170.477 (meters)      559.31  (feet) ADJUSTED
 KA1214  ______________________________________________________________________
 KA1214  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 KA1214  DYNAMIC HEIGHT  -        170.379 (meters)      558.99  (feet) COMP
 KA1214  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 KA1214
 KA1214  VERT ORDER      -  FIRST     CLASS II
 KA1214
 KA1214.The horizontal coordinates were scaled from a map and have
 KA1214.an estimated accuracy of +/- 6 seconds.
 KA1214
 KA1214.The orthometric height was determined by differential leveling and
 KA1214.adjusted by the NATIONAL GEODETIC SURVEY
 KA1214.in June 1991.
 KA1214
 KA1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1214.GEOID18 height accuracy estimate available here.
 KA1214
 KA1214.Click photographs - Photos may exist for this station.
 KA1214
 KA1214.The dynamic height is computed by dividing the NAVD 88
 KA1214.geopotential number by the normal gravity value computed on the
 KA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1214.degrees latitude (g = 980.6199 gals.).
 KA1214
 KA1214.The modeled gravity was interpolated from observed gravity values.
 KA1214
 KA1214;                    North         East    Units  Estimated Accuracy
 KA1214;SPC IN W     -   456,930.      895,690.      MT  (+/- 180 meters Scaled)
 KA1214
 KA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ885571(NAD 83)
 KA1214
 KA1214                          SUPERSEDED SURVEY CONTROL
 KA1214
 KA1214  NGVD 29 (??/??/92)  170.586  (m)          559.66   (f) ADJ UNCH    1 2
 KA1214
 KA1214.Superseded values are not recommended for survey control.
 KA1214
 KA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1214.See file dsdata.pdf to determine how the superseded data were derived.
 KA1214
 KA1214_MARKER: DB = BENCH MARK DISK
 KA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1214_STAMPING: F 82 1946
 KA1214_MARK LOGO: CGS
 KA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1214+STABILITY: SURFACE MOTION
 KA1214
 KA1214  HISTORY     - Date     Condition        Report By
 KA1214  HISTORY     - 1946     MONUMENTED       CGS
 KA1214  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1214
 KA1214                          STATION DESCRIPTION
 KA1214
 KA1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1214'AT SALINE CITY.
 KA1214'AT SALINE CITY, ALONG THE NEW YORK CENTRAL RAILROAD, AT A ROAD
 KA1214'CROSSING AT MILE POLE 19/34, 48 FEET SOUTHWEST OF AND ABOUT
 KA1214'LEVEL WITH THE CENTER LINE OF THE MAIN TRACK, 50.5 FEET SOUTH OF
 KA1214'THE CENTER OF THE CROSSING OF THE ROAD AND THE MAIN TRACK,
 KA1214'9 FEET SOUTHEAST OF A CONCRETE POST IN THE RIGHT-OF-WAY FENCE,
 KA1214'1.5 FEET NORTHEAST OF A WIRE FENCE, AND 2 FEET NORTHWEST OF A
 KA1214'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 82 1946
 KA1214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA1214'ABOVE GROUND.
 KA1214
 KA1214                          STATION RECOVERY (1985)
 KA1214
 KA1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1214'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0471 ***********************************************************************
 KA0471  DESIGNATION -  F 83
 KA0471  PID         -  KA0471
 KA0471  STATE/COUNTY-  IN/GREENE
 KA0471  COUNTRY     -  US
 KA0471  USGS QUAD   -  ARNEY (2019)
 KA0471
 KA0471                         *CURRENT SURVEY CONTROL
 KA0471  ______________________________________________________________________
 KA0471* NAD 83(1986) POSITION- 39 08 36.     (N) 086 58 48.     (W)   SCALED
 KA0471* NAVD 88 ORTHO HEIGHT -   158.539 (meters)      520.14  (feet) POSTED
 KA0471  ______________________________________________________________________
 KA0471  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KA0471  DYNAMIC HEIGHT  -        158.44  (meters)      519.8   (feet) COMP
 KA0471  MODELED GRAVITY -    980,030.4   (mgal)                       NAVD 88
 KA0471
 KA0471  VERT ORDER      -  * POSTED, SEE BELOW
 KA0471
 KA0471.The horizontal coordinates were scaled from a map and have
 KA0471.an estimated accuracy of +/- 6 seconds.
 KA0471
 KA0471.The orthometric height was determined by differential leveling
 KA0471.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0471
 KA0471.* This is a POSTED BENCH MARK height.
 KA0471
 KA0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0471.GEOID18 height accuracy estimate available here.
 KA0471
 KA0471.Click photographs - Photos may exist for this station.
 KA0471
 KA0471.The dynamic height is computed by dividing the NAVD 88
 KA0471.geopotential number by the normal gravity value computed on the
 KA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0471.degrees latitude (g = 980.6199 gals.).
 KA0471
 KA0471.The modeled gravity was interpolated from observed gravity values.
 KA0471
 KA0471;                    North         East    Units  Estimated Accuracy
 KA0471;SPC IN W     -   432,410.      908,930.      MT  (+/- 180 meters Scaled)
 KA0471
 KA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ017326(NAD 83)
 KA0471
 KA0471                          SUPERSEDED SURVEY CONTROL
 KA0471
 KA0471  NGVD 29 (??/??/92)  158.670  (m)          520.57   (f) ADJ UNCH    1 2
 KA0471
 KA0471.Superseded values are not recommended for survey control.
 KA0471
 KA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0471.See file dsdata.pdf to determine how the superseded data were derived.
 KA0471
 KA0471_MARKER: DB = BENCH MARK DISK
 KA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0471_STAMPING: F 83 1946
 KA0471_MARK LOGO: CGS
 KA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0471+STABILITY: SURFACE MOTION
 KA0471
 KA0471  HISTORY     - Date     Condition        Report By
 KA0471  HISTORY     - 1946     MONUMENTED       CGS
 KA0471  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0471
 KA0471                          STATION DESCRIPTION
 KA0471
 KA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0471'1.7 MI N FROM WORTHINGTON.
 KA0471'1.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0471'STATION AT WORTHINGTON, AT A ROAD CROSSING, 39 FEET NORTH OF
 KA0471'THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET EAST OF AND ABOUT
 KA0471'2 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 19 FEET
 KA0471'NORTH OF A 12 BY 12 INCH CONCRETE POST IN THE RIGHT-OF-WAY
 KA0471'FENCE, 4.5 FEET WEST OF THE FENCE LINE, AND 2 FEET SOUTH OF A
 KA0471'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 83 1946
 KA0471'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0471'ABOVE GROUND.
 KA0471
 KA0471                          STATION RECOVERY (1985)
 KA0471
 KA0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0529 ***********************************************************************
 KA0529  DESIGNATION -  F 84
 KA0529  PID         -  KA0529
 KA0529  STATE/COUNTY-  IN/OWEN
 KA0529  COUNTRY     -  US
 KA0529  USGS QUAD   -  CATARACT (2019)
 KA0529
 KA0529                         *CURRENT SURVEY CONTROL
 KA0529  ______________________________________________________________________
 KA0529* NAD 83(1986) POSITION- 39 25 27.     (N) 086 49 59.     (W)   SCALED
 KA0529* NAVD 88 ORTHO HEIGHT -   253.127 (meters)      830.47  (feet) ADJUSTED
 KA0529  ______________________________________________________________________
 KA0529  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KA0529  DYNAMIC HEIGHT  -        252.981 (meters)      829.99  (feet) COMP
 KA0529  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 KA0529
 KA0529  VERT ORDER      -  SECOND    CLASS 0
 KA0529
 KA0529.The horizontal coordinates were scaled from a map and have
 KA0529.an estimated accuracy of +/- 6 seconds.
 KA0529
 KA0529.The orthometric height was determined by differential leveling and
 KA0529.adjusted by the NATIONAL GEODETIC SURVEY
 KA0529.in June 1991.
 KA0529
 KA0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0529.GEOID18 height accuracy estimate available here.
 KA0529
 KA0529.Click photographs - Photos may exist for this station.
 KA0529
 KA0529.The dynamic height is computed by dividing the NAVD 88
 KA0529.geopotential number by the normal gravity value computed on the
 KA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0529.degrees latitude (g = 980.6199 gals.).
 KA0529
 KA0529.The modeled gravity was interpolated from observed gravity values.
 KA0529
 KA0529;                    North         East    Units  Estimated Accuracy
 KA0529;SPC IN W     -   463,620.      921,550.      MT  (+/- 180 meters Scaled)
 KA0529
 KA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ143638(NAD 83)
 KA0529
 KA0529                          SUPERSEDED SURVEY CONTROL
 KA0529
 KA0529  NGVD 29 (??/??/92)  253.247  (m)          830.86   (f) ADJ UNCH    2 0
 KA0529
 KA0529.Superseded values are not recommended for survey control.
 KA0529
 KA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0529.See file dsdata.pdf to determine how the superseded data were derived.
 KA0529
 KA0529_MARKER: DB = BENCH MARK DISK
 KA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0529_STAMPING: F 84 1946
 KA0529_MARK LOGO: CGS
 KA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0529+STABILITY: SURFACE MOTION
 KA0529
 KA0529  HISTORY     - Date     Condition        Report By
 KA0529  HISTORY     - 1946     MONUMENTED       CGS
 KA0529
 KA0529                          STATION DESCRIPTION
 KA0529
 KA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0529'1.3 MI SW FROM CATARACT.
 KA0529'ABOUT 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO MOUNT
 KA0529'PLEASANT (BUCKSKIN) M. E. CHURCH FROM THE GRAMMAR SCHOOL AT
 KA0529'CATARACT, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING
 KA0529'WEST AND SOUTH, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 25.8
 KA0529'FEET SOUTH OF A WIRE FENCE, 3.5 FEET WEST OF R. E. A. POWER LINE
 KA0529'POLE NO. Z1 - 105, 1 FOOT WEST OF A FENCE LINE, AND 2 FEET SOUTH
 KA0529'OF A WHITE WOODEN WITNSS POST.  A STANDARD DISK, STAMPED F 84
 KA0529'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0529'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0410 ***********************************************************************
 KA0410  DESIGNATION -  F 85
 KA0410  PID         -  KA0410
 KA0410  STATE/COUNTY-  IN/GREENE
 KA0410  COUNTRY     -  US
 KA0410  USGS QUAD   -  BLOOMFIELD (2019)
 KA0410
 KA0410                         *CURRENT SURVEY CONTROL
 KA0410  ______________________________________________________________________
 KA0410* NAD 83(1986) POSITION- 39 00 12.26   (N) 086 53 45.00   (W)   HD_HELD1
 KA0410* NAVD 88 ORTHO HEIGHT -   155.207 (meters)      509.21  (feet) ADJUSTED
 KA0410  ______________________________________________________________________
 KA0410  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KA0410  DYNAMIC HEIGHT  -        155.110 (meters)      508.89  (feet) COMP
 KA0410  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 KA0410
 KA0410  VERT ORDER      -  FIRST     CLASS II
 KA0410
 KA0410.The horizontal coordinates were determined by differentially corrected
 KA0410.hand held GPS observations or other comparable positioning techniques
 KA0410.and have an estimated accuracy of +/- 3 meters.
 KA0410
 KA0410.The orthometric height was determined by differential leveling and
 KA0410.adjusted by the NATIONAL GEODETIC SURVEY
 KA0410.in June 1991.
 KA0410
 KA0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0410.GEOID18 height accuracy estimate available here.
 KA0410
 KA0410.Click photographs - Photos may exist for this station.
 KA0410
 KA0410.The dynamic height is computed by dividing the NAVD 88
 KA0410.geopotential number by the normal gravity value computed on the
 KA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0410.degrees latitude (g = 980.6199 gals.).
 KA0410
 KA0410.The modeled gravity was interpolated from observed gravity values.
 KA0410
 KA0410;                    North         East    Units  Estimated Accuracy
 KA0410;SPC IN W     -   416,891.1     916,241.1     MT  (+/- 3 meters HH1 GPS) 
 KA0410
 KA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0901917159(NAD 83)
 KA0410
 KA0410                          SUPERSEDED SURVEY CONTROL
 KA0410
 KA0410  NGVD 29 (??/??/92)  155.338  (m)          509.64   (f) ADJ UNCH    1 2
 KA0410
 KA0410.Superseded values are not recommended for survey control.
 KA0410
 KA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0410.See file dsdata.pdf to determine how the superseded data were derived.
 KA0410
 KA0410_MARKER: DB = BENCH MARK DISK
 KA0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0410_SP_SET: BRIDGE
 KA0410_STAMPING: F 85 1946
 KA0410_MARK LOGO: CGS
 KA0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0410
 KA0410  HISTORY     - Date     Condition        Report By
 KA0410  HISTORY     - 1946     MONUMENTED       CGS
 KA0410  HISTORY     - 1949     GOOD             CGS
 KA0410
 KA0410                          STATION DESCRIPTION
 KA0410
 KA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0410'1.3 MI NW FROM MINERAL.
 KA0410'1.3 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 KA0410'AT MINERAL, ABOUT 3.2 MILES SOUTHEAST ALONG A ROAD LEADING TO
 KA0410'MINERAL FROM THE ILLINOIS CENTRAL RAILROAD STATION AT BLOOMFIELD,
 KA0410'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF AN 11
 KA0410'FOOT CONCRETE BRIDGE, 11.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA0410'CENTER OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0783 ***********************************************************************
 KA0783  DESIGNATION -  F 86
 KA0783  PID         -  KA0783
 KA0783  STATE/COUNTY-  IN/HENDRICKS
 KA0783  COUNTRY     -  US
 KA0783  USGS QUAD   -  DANVILLE (2019)
 KA0783
 KA0783                         *CURRENT SURVEY CONTROL
 KA0783  ______________________________________________________________________
 KA0783* NAD 83(1986) POSITION- 39 48 23.     (N) 086 32 35.     (W)   SCALED
 KA0783* NAVD 88 ORTHO HEIGHT -   281.537 (meters)      923.68  (feet) ADJUSTED
 KA0783  ______________________________________________________________________
 KA0783  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 KA0783  DYNAMIC HEIGHT  -        281.382 (meters)      923.17  (feet) COMP
 KA0783  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA0783
 KA0783  VERT ORDER      -  SECOND    CLASS 0
 KA0783
 KA0783.The horizontal coordinates were scaled from a map and have
 KA0783.an estimated accuracy of +/- 6 seconds.
 KA0783
 KA0783.The orthometric height was determined by differential leveling and
 KA0783.adjusted by the NATIONAL GEODETIC SURVEY
 KA0783.in June 1991.
 KA0783
 KA0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0783.GEOID18 height accuracy estimate available here.
 KA0783
 KA0783.Click photographs - Photos may exist for this station.
 KA0783
 KA0783.The dynamic height is computed by dividing the NAVD 88
 KA0783.geopotential number by the normal gravity value computed on the
 KA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0783.degrees latitude (g = 980.6199 gals.).
 KA0783
 KA0783.The modeled gravity was interpolated from observed gravity values.
 KA0783
 KA0783;                    North         East    Units  Estimated Accuracy
 KA0783;SPC IN W     -   506,160.      946,270.      MT  (+/- 180 meters Scaled)
 KA0783
 KA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK391063(NAD 83)
 KA0783
 KA0783                          SUPERSEDED SURVEY CONTROL
 KA0783
 KA0783  NGVD 29 (??/??/92)  281.645  (m)          924.03   (f) ADJ UNCH    2 0
 KA0783
 KA0783.Superseded values are not recommended for survey control.
 KA0783
 KA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0783.See file dsdata.pdf to determine how the superseded data were derived.
 KA0783
 KA0783_MARKER: DB = BENCH MARK DISK
 KA0783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0783_SP_SET: CULVERT HEADWALL
 KA0783_STAMPING: F 86 1946
 KA0783_MARK LOGO: CGS
 KA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0783+STABILITY: SURFACE MOTION
 KA0783
 KA0783  HISTORY     - Date     Condition        Report By
 KA0783  HISTORY     - 1946     MONUMENTED       CGS
 KA0783  HISTORY     - 20110713 MARK NOT FOUND   GEOCAC
 KA0783
 KA0783                          STATION DESCRIPTION
 KA0783
 KA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0783'3.8 MI N FROM DANVILLE.
 KA0783'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY COURT
 KA0783'HOUSE AT DANVILLE, ABOUT MIDWAY BETWEEN TWO FARM HOUSES ON THE WEST
 KA0783'SIDE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST
 KA0783'CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 23 FEET WEST
 KA0783'OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT SOUTH OF THE NORTH END
 KA0783'OF THE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE
 KA0783'HIGHWAY.  A STANDARD DISK, STAMPED F 86 1946.
 KA0783
 KA0783                          STATION RECOVERY (2011)
 KA0783
 KA0783'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0783'THE CULVERT IS NOW RIBBED PVC PIPE, THE CONCRETE HEADWALL HAS BEEN
 KA0783'REPLACED WITH RUBBLE, AND THE ROAD HAS BEEN DUG, AND REASPHALTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0845 ***********************************************************************
 LB0845  DESIGNATION -  F 87
 LB0845  PID         -  LB0845
 LB0845  STATE/COUNTY-  IN/TIPPECANOE
 LB0845  COUNTRY     -  US
 LB0845  USGS QUAD   -  COLFAX (2019)
 LB0845
 LB0845                         *CURRENT SURVEY CONTROL
 LB0845  ______________________________________________________________________
 LB0845* NAD 83(1986) POSITION- 40 14 11.     (N) 086 43 09.     (W)   SCALED
 LB0845* NAVD 88 ORTHO HEIGHT -   251.163 (meters)      824.02  (feet) ADJUSTED
 LB0845  ______________________________________________________________________
 LB0845  GEOID HEIGHT    -        -33.648 (meters)                     GEOID18
 LB0845  DYNAMIC HEIGHT  -        251.032 (meters)      823.59  (feet) COMP
 LB0845  MODELED GRAVITY -    980,097.0   (mgal)                       NAVD 88
 LB0845
 LB0845  VERT ORDER      -  SECOND    CLASS 0
 LB0845
 LB0845.The horizontal coordinates were scaled from a map and have
 LB0845.an estimated accuracy of +/- 6 seconds.
 LB0845
 LB0845.The orthometric height was determined by differential leveling and
 LB0845.adjusted by the NATIONAL GEODETIC SURVEY
 LB0845.in June 1991.
 LB0845
 LB0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0845.GEOID18 height accuracy estimate available here.
 LB0845
 LB0845.Click photographs - Photos may exist for this station.
 LB0845
 LB0845.The dynamic height is computed by dividing the NAVD 88
 LB0845.geopotential number by the normal gravity value computed on the
 LB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0845.degrees latitude (g = 980.6199 gals.).
 LB0845
 LB0845.The modeled gravity was interpolated from observed gravity values.
 LB0845
 LB0845;                    North         East    Units  Estimated Accuracy
 LB0845;SPC IN W     -   553,830.      930,990.      MT  (+/- 180 meters Scaled)
 LB0845
 LB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK238540(NAD 83)
 LB0845
 LB0845                          SUPERSEDED SURVEY CONTROL
 LB0845
 LB0845  NGVD 29 (??/??/92)  251.256  (m)          824.33   (f) ADJ UNCH    2 0
 LB0845
 LB0845.Superseded values are not recommended for survey control.
 LB0845
 LB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0845.See file dsdata.pdf to determine how the superseded data were derived.
 LB0845
 LB0845_MARKER: DB = BENCH MARK DISK
 LB0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0845_STAMPING: F 87 1946
 LB0845_MARK LOGO: CGS
 LB0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0845+STABILITY: SURFACE MOTION
 LB0845
 LB0845  HISTORY     - Date     Condition        Report By
 LB0845  HISTORY     - 1946     MONUMENTED       CGS
 LB0845
 LB0845                          STATION DESCRIPTION
 LB0845
 LB0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0845'0.8 MI SE FROM CLARKS HILL.
 LB0845'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB0845'OFFICE AT CLARKS HILL, THENCE ABOUT 0.5 MILE SOUTH ALONG A
 LB0845'GRAVEL ROAD, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS
 LB0845'EXTENDING NORTH AND EAST, 205 FEET EAST OF THE SOUTHEAST CORNER
 LB0845'OF A CEMENT BLOCK AND WOOD BARN, 56 FEET NORTHWEST OF A TWIN
 LB0845'ELM TREE, 52 FEET SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE
 LB0845'CENTER LINE OF THE ROAD AT THE CENTER OF THE CURVE, 16 FEET
 LB0845'SOUTH OF THE CENTER OF A DRIVE WAY LEADING TO A BARN, 2 FEET
 LB0845'NORTH OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 LB0845'POST.  A STANDARD DISK, STAMPED F 87 1946 AND SET IN THE TOP OF A
 LB0845'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0926 ***********************************************************************
 LB0926  DESIGNATION -  F 88
 LB0926  PID         -  LB0926
 LB0926  STATE/COUNTY-  IN/TIPPECANOE
 LB0926  COUNTRY     -  US
 LB0926  USGS QUAD   -  STOCKWELL (2019)
 LB0926
 LB0926                         *CURRENT SURVEY CONTROL
 LB0926  ______________________________________________________________________
 LB0926* NAD 83(1986) POSITION- 40 16 12.     (N) 086 46 17.     (W)   SCALED
 LB0926* NAVD 88 ORTHO HEIGHT -   238.590 (meters)      782.77  (feet) ADJUSTED
 LB0926  ______________________________________________________________________
 LB0926  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 LB0926  DYNAMIC HEIGHT  -        238.467 (meters)      782.37  (feet) COMP
 LB0926  MODELED GRAVITY -    980,104.1   (mgal)                       NAVD 88
 LB0926
 LB0926  VERT ORDER      -  SECOND    CLASS 0
 LB0926
 LB0926.The horizontal coordinates were scaled from a map and have
 LB0926.an estimated accuracy of +/- 6 seconds.
 LB0926
 LB0926.The orthometric height was determined by differential leveling and
 LB0926.adjusted by the NATIONAL GEODETIC SURVEY
 LB0926.in June 1991.
 LB0926
 LB0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0926.GEOID18 height accuracy estimate available here.
 LB0926
 LB0926.Click photographs - Photos may exist for this station.
 LB0926
 LB0926.The dynamic height is computed by dividing the NAVD 88
 LB0926.geopotential number by the normal gravity value computed on the
 LB0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0926.degrees latitude (g = 980.6199 gals.).
 LB0926
 LB0926.The modeled gravity was interpolated from observed gravity values.
 LB0926
 LB0926;                    North         East    Units  Estimated Accuracy
 LB0926;SPC IN W     -   557,540.      926,530.      MT  (+/- 180 meters Scaled)
 LB0926
 LB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194577(NAD 83)
 LB0926
 LB0926                          SUPERSEDED SURVEY CONTROL
 LB0926
 LB0926  NGVD 29 (??/??/92)  238.68   (m)          783.1    (f) COMPUTED    2 0
 LB0926
 LB0926.Superseded values are not recommended for survey control.
 LB0926
 LB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0926.See file dsdata.pdf to determine how the superseded data were derived.
 LB0926
 LB0926_MARKER: DB = BENCH MARK DISK
 LB0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0926_STAMPING: F 88 1946
 LB0926_MARK LOGO: CGS
 LB0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0926+STABILITY: SURFACE MOTION
 LB0926
 LB0926  HISTORY     - Date     Condition        Report By
 LB0926  HISTORY     - 1946     MONUMENTED       CGS
 LB0926  HISTORY     - 1966     GOOD             CGS
 LB0926  HISTORY     - 20021230 MARK NOT FOUND   GRWENG
 LB0926
 LB0926                          STATION DESCRIPTION
 LB0926
 LB0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0926'1.1 MI S FROM STOCKWELL.
 LB0926'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CLEVELAND,
 LB0926'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION AT STOCKWELL,
 LB0926'ABOUT 0.15 MILE SOUTH OF THE INTERSECTION OF A GRAVEL ROAD, 120
 LB0926'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FARM HOUSE,
 LB0926'25 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 LB0926'33 FEET NORTH OF A GRAVEL DRIVE WAY, 50 FEET NORTHWEST OF POWER
 LB0926'POLE NO. 145-722, 1 FOOT EAST OF A FENCE LINE, AND 2 FEET NORTH
 LB0926'OF A WHITE WOODEN WITNESS POST.  STAMPED F 88 1946.  NOTE--
 LB0926'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CLARKS HILL BY
 LB0926'GOING 0.9 MILE NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 2.75
 LB0926'MILES WEST ALONG STATE HIGHWAY 28, THENCE ABOUT 0.8 MILE NORTH
 LB0926'ALONG A BLACK TOP ROAD LEADING TO STOCKWELL.
 LB0926
 LB0926                          STATION RECOVERY (1966)
 LB0926
 LB0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0926'RECOVERED IN GOOD CONDITION.
 LB0926
 LB0926                          STATION RECOVERY (2002)
 LB0926
 LB0926'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0926'BELIEVE POINT DESTROYED, CONCRETE MONUMENT FOUND WITH NO DISK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0833 ***********************************************************************
 LB0833  DESIGNATION -  F 89
 LB0833  PID         -  LB0833
 LB0833  STATE/COUNTY-  IN/MONTGOMERY
 LB0833  COUNTRY     -  US
 LB0833  USGS QUAD   -  LINDEN (2019)
 LB0833
 LB0833                         *CURRENT SURVEY CONTROL
 LB0833  ______________________________________________________________________
 LB0833* NAD 83(1986) POSITION- 40 10 41.     (N) 086 54 14.     (W)   SCALED
 LB0833* NAVD 88 ORTHO HEIGHT -   243.749 (meters)      799.70  (feet) ADJUSTED
 LB0833  ______________________________________________________________________
 LB0833  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 LB0833  DYNAMIC HEIGHT  -        243.622 (meters)      799.28  (feet) COMP
 LB0833  MODELED GRAVITY -    980,096.9   (mgal)                       NAVD 88
 LB0833
 LB0833  VERT ORDER      -  SECOND    CLASS 0
 LB0833
 LB0833.The horizontal coordinates were scaled from a map and have
 LB0833.an estimated accuracy of +/- 6 seconds.
 LB0833
 LB0833.The orthometric height was determined by differential leveling and
 LB0833.adjusted by the NATIONAL GEODETIC SURVEY
 LB0833.in June 1991.
 LB0833
 LB0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0833.GEOID18 height accuracy estimate available here.
 LB0833
 LB0833.Click photographs - Photos may exist for this station.
 LB0833
 LB0833.The dynamic height is computed by dividing the NAVD 88
 LB0833.geopotential number by the normal gravity value computed on the
 LB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0833.degrees latitude (g = 980.6199 gals.).
 LB0833
 LB0833.The modeled gravity was interpolated from observed gravity values.
 LB0833
 LB0833;                    North         East    Units  Estimated Accuracy
 LB0833;SPC IN W     -   547,300.      915,280.      MT  (+/- 180 meters Scaled)
 LB0833
 LB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081475(NAD 83)
 LB0833
 LB0833                          SUPERSEDED SURVEY CONTROL
 LB0833
 LB0833  NGVD 29 (??/??/92)  243.833  (m)          799.98   (f) ADJ UNCH    2 0
 LB0833
 LB0833.Superseded values are not recommended for survey control.
 LB0833
 LB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0833.See file dsdata.pdf to determine how the superseded data were derived.
 LB0833
 LB0833_MARKER: DB = BENCH MARK DISK
 LB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0833_STAMPING: F 89 1946
 LB0833_MARK LOGO: CGS
 LB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0833+STABILITY: SURFACE MOTION
 LB0833
 LB0833  HISTORY     - Date     Condition        Report By
 LB0833  HISTORY     - 1946     MONUMENTED       CGS
 LB0833
 LB0833                          STATION DESCRIPTION
 LB0833
 LB0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0833'0.6 MI S FROM LINDEN.
 LB0833'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE METHODIST CHURCH
 LB0833'AT LINDEN, ABOUT 240 FEET NORTHEAST AND ACROSS THE HIGHWAY AND
 LB0833'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM A TILE
 LB0833'HOUSE, 103 FEET NORTHEAST OF RAILWAY MILE POST NO. 138, 75 FEET
 LB0833'SOUTHEAST AND ACROSS THE HIGHWAY FROM A DRIVEWAY AND RAILWAY
 LB0833'CROSSING, 29.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1
 LB0833'FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LB0833'POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD DISK,
 LB0833'STAMPED F 89 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0833'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0072 ***********************************************************************
 LB0072  DESIGNATION -  F 91
 LB0072  PID         -  LB0072
 LB0072  STATE/COUNTY-  IN/CASS
 LB0072  COUNTRY     -  US
 LB0072  USGS QUAD   -  ANOKA (2019)
 LB0072
 LB0072                         *CURRENT SURVEY CONTROL
 LB0072  ______________________________________________________________________
 LB0072* NAD 83(1986) POSITION- 40 40 41.     (N) 086 15 13.     (W)   SCALED
 LB0072* NAVD 88 ORTHO HEIGHT -   230.788 (meters)      757.18  (feet) ADJUSTED
 LB0072  ______________________________________________________________________
 LB0072  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 LB0072  DYNAMIC HEIGHT  -        230.676 (meters)      756.81  (feet) COMP
 LB0072  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 LB0072
 LB0072  VERT ORDER      -  SECOND    CLASS 0
 LB0072
 LB0072.The horizontal coordinates were scaled from a map and have
 LB0072.an estimated accuracy of +/- 6 seconds.
 LB0072
 LB0072.The orthometric height was determined by differential leveling and
 LB0072.adjusted by the NATIONAL GEODETIC SURVEY
 LB0072.in June 1991.
 LB0072
 LB0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0072.GEOID18 height accuracy estimate available here.
 LB0072
 LB0072.Click photographs - Photos may exist for this station.
 LB0072
 LB0072.The dynamic height is computed by dividing the NAVD 88
 LB0072.geopotential number by the normal gravity value computed on the
 LB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0072.degrees latitude (g = 980.6199 gals.).
 LB0072
 LB0072.The modeled gravity was interpolated from observed gravity values.
 LB0072
 LB0072;                    North         East    Units  Estimated Accuracy
 LB0072;SPC IN E     -   602,970.       50,380.      MT  (+/- 180 meters Scaled)
 LB0072
 LB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL630032(NAD 83)
 LB0072
 LB0072                          SUPERSEDED SURVEY CONTROL
 LB0072
 LB0072  NGVD 29 (??/??/92)  230.903  (m)          757.55   (f) ADJ UNCH    2 0
 LB0072
 LB0072.Superseded values are not recommended for survey control.
 LB0072
 LB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0072.See file dsdata.pdf to determine how the superseded data were derived.
 LB0072
 LB0072_MARKER: DB = BENCH MARK DISK
 LB0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0072_SP_SET: BUILDING
 LB0072_STAMPING: F 91 1938
 LB0072_MARK LOGO: CGS
 LB0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0072
 LB0072  HISTORY     - Date     Condition        Report By
 LB0072  HISTORY     - 1938     MONUMENTED       CGS
 LB0072  HISTORY     - 1949     GOOD             CGS
 LB0072
 LB0072                          STATION DESCRIPTION
 LB0072
 LB0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LB0072'1.3 MI NW FROM WALTON.
 LB0072'1.3 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0072'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0072'AT A COUNTY-ROAD CROSSING, 225 FEET EAST OF THE CENTERLINE OF THE
 LB0072'RAILROAD, 90 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE
 LB0072'HOME OF B. F. POWELL, IN THE NORTH WALL, 1 FOOT WEST OF THE WEST
 LB0072'END OF THE BRICK STOREHOUSE, AND 3.5 FEET ABOVE THE SIDEWALK.
 LB0072'A STANDARD DISK, STAMPED F 91 1938 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1861 ***********************************************************************
 JZ1861  DESIGNATION -  F 93
 JZ1861  PID         -  JZ1861
 JZ1861  STATE/COUNTY-  IN/RIPLEY
 JZ1861  COUNTRY     -  US
 JZ1861  USGS QUAD   -  HOLTON (2019)
 JZ1861
 JZ1861                         *CURRENT SURVEY CONTROL
 JZ1861  ______________________________________________________________________
 JZ1861* NAD 83(1986) POSITION- 39 04 11.17   (N) 085 24 01.62   (W)   HD_HELD1
 JZ1861* NAVD 88 ORTHO HEIGHT -   275.127 (meters)      902.65  (feet) POSTED
 JZ1861  ______________________________________________________________________
 JZ1861  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ1861  DYNAMIC HEIGHT  -        274.95  (meters)      902.1   (feet) COMP
 JZ1861  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 JZ1861
 JZ1861  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1861
 JZ1861.The horizontal coordinates were determined by differentially corrected
 JZ1861.hand held GPS observations or other comparable positioning techniques
 JZ1861.and have an estimated accuracy of +/- 3 meters.
 JZ1861
 JZ1861.The orthometric height was determined by differential leveling
 JZ1861.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1861
 JZ1861.* This is a POSTED BENCH MARK height.
 JZ1861
 JZ1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1861.GEOID18 height accuracy estimate available here.
 JZ1861
 JZ1861.Click photographs - Photos may exist for this station.
 JZ1861
 JZ1861.The dynamic height is computed by dividing the NAVD 88
 JZ1861.geopotential number by the normal gravity value computed on the
 JZ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1861.degrees latitude (g = 980.6199 gals.).
 JZ1861
 JZ1861.The modeled gravity was interpolated from observed gravity values.
 JZ1861
 JZ1861;                    North         East    Units  Estimated Accuracy
 JZ1861;SPC IN E     -   424,275.3     123,038.0     MT  (+/- 3 meters HH1 GPS) 
 JZ1861
 JZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3837525736(NAD 83)
 JZ1861
 JZ1861                          SUPERSEDED SURVEY CONTROL
 JZ1861
 JZ1861  NGVD 29 (??/??/92)  275.256  (m)          903.07   (f) ADJ UNCH    1 2
 JZ1861
 JZ1861.Superseded values are not recommended for survey control.
 JZ1861
 JZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1861.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1861
 JZ1861_MARKER: DB = BENCH MARK DISK
 JZ1861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1861_SP_SET: CULVERT HEADWALL
 JZ1861_STAMPING: F 93 1938
 JZ1861_MARK LOGO: CGS
 JZ1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1861+STABILITY: SURFACE MOTION
 JZ1861
 JZ1861  HISTORY     - Date     Condition        Report By
 JZ1861  HISTORY     - 1938     MONUMENTED       CGS
 JZ1861
 JZ1861                          STATION DESCRIPTION
 JZ1861
 JZ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1861'7 MI SW FROM OSGOOD.
 JZ1861'ABOUT 7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JZ1861'FROM THE STATION AT OSGOOD, RIPLEY COUNTY, 0.8 MILE WEST OF
 JZ1861'HOLTON, JUST WEST OF A CURVE, 2-1/2 POLES WEST OF POLE 58/40,
 JZ1861'15 YARDS SOUTH OF THE SOUTHEAST RAIL, AT A CULVERT UNDER U.S.
 JZ1861'HIGHWAY 50, IN THE TOP OF THE HEADWALL, AND 6 YARDS NORTH OF
 JZ1861'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 93
 JZ1861'1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1696 ***********************************************************************
 LB1696  DESIGNATION -  F 94
 LB1696  PID         -  LB1696
 LB1696  STATE/COUNTY-  IN/TIPPECANOE
 LB1696  COUNTRY     -  US
 LB1696  USGS QUAD   -  WESTPOINT (2019)
 LB1696
 LB1696                         *CURRENT SURVEY CONTROL
 LB1696  ______________________________________________________________________
 LB1696* NAD 83(1986) POSITION- 40 18 47.     (N) 087 03 56.     (W)   SCALED
 LB1696* NAVD 88 ORTHO HEIGHT -   215.100 (meters)      705.71  (feet) ADJUSTED
 LB1696  ______________________________________________________________________
 LB1696  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 LB1696  DYNAMIC HEIGHT  -        214.994 (meters)      705.36  (feet) COMP
 LB1696  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 LB1696
 LB1696  VERT ORDER      -  SECOND    CLASS 0
 LB1696
 LB1696.The horizontal coordinates were scaled from a map and have
 LB1696.an estimated accuracy of +/- 6 seconds.
 LB1696
 LB1696.The orthometric height was determined by differential leveling and
 LB1696.adjusted by the NATIONAL GEODETIC SURVEY
 LB1696.in June 1991.
 LB1696
 LB1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1696.GEOID18 height accuracy estimate available here.
 LB1696
 LB1696.Click photographs - Photos may exist for this station.
 LB1696
 LB1696.The dynamic height is computed by dividing the NAVD 88
 LB1696.geopotential number by the normal gravity value computed on the
 LB1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1696.degrees latitude (g = 980.6199 gals.).
 LB1696
 LB1696.The modeled gravity was interpolated from observed gravity values.
 LB1696
 LB1696;                    North         East    Units  Estimated Accuracy
 LB1696;SPC IN W     -   562,280.      901,510.      MT  (+/- 180 meters Scaled)
 LB1696
 LB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK944625(NAD 83)
 LB1696
 LB1696                          SUPERSEDED SURVEY CONTROL
 LB1696
 LB1696  NGVD 29 (??/??/92)  215.183  (m)          705.98   (f) ADJ UNCH    2 0
 LB1696
 LB1696.Superseded values are not recommended for survey control.
 LB1696
 LB1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1696.See file dsdata.pdf to determine how the superseded data were derived.
 LB1696
 LB1696_MARKER: DB = BENCH MARK DISK
 LB1696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1696_SP_SET: BOX CULVERT HEADWALL
 LB1696_STAMPING: F 94 1946
 LB1696_MARK LOGO: CGS
 LB1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1696+STABILITY: SURFACE MOTION
 LB1696
 LB1696  HISTORY     - Date     Condition        Report By
 LB1696  HISTORY     - 1946     MONUMENTED       CGS
 LB1696
 LB1696                          STATION DESCRIPTION
 LB1696
 LB1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1696'2.8 MI S FROM WEST POINT.
 LB1696'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1696'TOWNSHIP SCHOOL AT WEST POINT, ABOUT 1.9 MILES NORTH ALONG STATE
 LB1696'HIGHWAY 25 FROM ITS JUNCTION WITH STATE HIGHWAY 28 AT ODELL,
 LB1696'0.2 MILE SOUTH OF A CROSS ROAD, SET IN THE SOUTH END OF THE WEST
 LB1696'CONCRETE HEAD WALL OF A 5 FOOT CONCRETE BOX CULVERT, ABOUT 200
 LB1696'FEET NORTHWEST AND ACROSS THE ROAD FROM A LARGE WHITE BARN, 24
 LB1696'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FOOT NORTH OF THE
 LB1696'SOUTH END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW THE HIGHWAY.
 LB1696'A STANDARD DISK, STAMPED F 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1915 ***********************************************************************
 JZ1915  DESIGNATION -  F 94
 JZ1915  PID         -  JZ1915
 JZ1915  STATE/COUNTY-  IN/DEARBORN
 JZ1915  COUNTRY     -  US
 JZ1915  USGS QUAD   -  DILLSBORO (2019)
 JZ1915
 JZ1915                         *CURRENT SURVEY CONTROL
 JZ1915  ______________________________________________________________________
 JZ1915* NAD 83(1986) POSITION- 39 04 11.     (N) 085 04 19.     (W)   SCALED
 JZ1915* NAVD 88 ORTHO HEIGHT -   236.437 (meters)      775.71  (feet) POSTED
 JZ1915  ______________________________________________________________________
 JZ1915  GEOID HEIGHT    -        -34.166 (meters)                     GEOID18
 JZ1915  DYNAMIC HEIGHT  -        236.28  (meters)      775.2   (feet) COMP
 JZ1915  MODELED GRAVITY -    979,975.5   (mgal)                       NAVD 88
 JZ1915
 JZ1915  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1915
 JZ1915.The horizontal coordinates were scaled from a map and have
 JZ1915.an estimated accuracy of +/- 6 seconds.
 JZ1915
 JZ1915.The orthometric height was determined by differential leveling
 JZ1915.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1915
 JZ1915.* This is a POSTED BENCH MARK height.
 JZ1915
 JZ1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1915.GEOID18 height accuracy estimate available here.
 JZ1915
 JZ1915.Click photographs - Photos may exist for this station.
 JZ1915
 JZ1915.The dynamic height is computed by dividing the NAVD 88
 JZ1915.geopotential number by the normal gravity value computed on the
 JZ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1915.degrees latitude (g = 980.6199 gals.).
 JZ1915
 JZ1915.The modeled gravity was interpolated from observed gravity values.
 JZ1915
 JZ1915;                    North         East    Units  Estimated Accuracy
 JZ1915;SPC IN E     -   424,410.      151,470.      MT  (+/- 180 meters Scaled)
 JZ1915
 JZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667262(NAD 83)
 JZ1915
 JZ1915                          SUPERSEDED SURVEY CONTROL
 JZ1915
 JZ1915  NGVD 29 (??/??/92)  236.615  (m)          776.29   (f) ADJ UNCH    1 2
 JZ1915
 JZ1915.Superseded values are not recommended for survey control.
 JZ1915
 JZ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1915.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1915
 JZ1915_MARKER: DB = BENCH MARK DISK
 JZ1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1915_SP_SET: BRIDGE
 JZ1915_STAMPING: F 94 1938
 JZ1915_MARK LOGO: CGS
 JZ1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1915
 JZ1915  HISTORY     - Date     Condition        Report By
 JZ1915  HISTORY     - 1938     MONUMENTED       CGS
 JZ1915
 JZ1915                          STATION DESCRIPTION
 JZ1915
 JZ1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1915'3.4 MI W FROM DILLSBORO.
 JZ1915'3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1915'STATION AT DILLSBORO, DEARBORN COUNTY, AT COLD SPRINGS, 125 FEET
 JZ1915'SOUTH OF THE SOUTH RAIL, 75 FEET SOUTHEAST OF THE SOUTHEAST
 JZ1915'CORNER OF THE POST OFFICE, AT A BRIDGE OVER A CREEK, AND IN THE
 JZ1915'TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL.  A STANDARD
 JZ1915'DISK, STAMPED F 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1611 ***********************************************************************
 LB1611  DESIGNATION -  F 95
 LB1611  PID         -  LB1611
 LB1611  STATE/COUNTY-  IN/BENTON
 LB1611  COUNTRY     -  US
 LB1611  USGS QUAD   -  CHATTERTON (2019)
 LB1611
 LB1611                         *CURRENT SURVEY CONTROL
 LB1611  ______________________________________________________________________
 LB1611* NAD 83(1986) POSITION- 40 29 48.     (N) 087 08 02.     (W)   SCALED
 LB1611* NAVD 88 ORTHO HEIGHT -   214.716 (meters)      704.45  (feet) ADJUSTED
 LB1611  ______________________________________________________________________
 LB1611  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 LB1611  DYNAMIC HEIGHT  -        214.610 (meters)      704.10  (feet) COMP
 LB1611  MODELED GRAVITY -    980,129.3   (mgal)                       NAVD 88
 LB1611
 LB1611  VERT ORDER      -  SECOND    CLASS 0
 LB1611
 LB1611.The horizontal coordinates were scaled from a map and have
 LB1611.an estimated accuracy of +/- 6 seconds.
 LB1611
 LB1611.The orthometric height was determined by differential leveling and
 LB1611.adjusted by the NATIONAL GEODETIC SURVEY
 LB1611.in June 1991.
 LB1611
 LB1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1611.GEOID18 height accuracy estimate available here.
 LB1611
 LB1611.Click photographs - Photos may exist for this station.
 LB1611
 LB1611.The dynamic height is computed by dividing the NAVD 88
 LB1611.geopotential number by the normal gravity value computed on the
 LB1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1611.degrees latitude (g = 980.6199 gals.).
 LB1611
 LB1611.The modeled gravity was interpolated from observed gravity values.
 LB1611
 LB1611;                    North         East    Units  Estimated Accuracy
 LB1611;SPC IN W     -   582,670.      895,710.      MT  (+/- 180 meters Scaled)
 LB1611
 LB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886828(NAD 83)
 LB1611
 LB1611                          SUPERSEDED SURVEY CONTROL
 LB1611
 LB1611  NGVD 29 (??/??/92)  214.789  (m)          704.69   (f) ADJ UNCH    2 0
 LB1611
 LB1611.Superseded values are not recommended for survey control.
 LB1611
 LB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1611.See file dsdata.pdf to determine how the superseded data were derived.
 LB1611
 LB1611_MARKER: DB = BENCH MARK DISK
 LB1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1611_STAMPING: F 95 1946
 LB1611_MARK LOGO: CGS
 LB1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1611+STABILITY: SURFACE MOTION
 LB1611
 LB1611  HISTORY     - Date     Condition        Report By
 LB1611  HISTORY     - 1946     MONUMENTED       CGS
 LB1611  HISTORY     - 1960     MARK NOT FOUND   CGS
 LB1611
 LB1611                          STATION DESCRIPTION
 LB1611
 LB1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1611'2 MI W FROM OTTERBEIN.
 LB1611'2.0 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1611'FROM THE STATION AT OTTERBEIN, BENTON COUNTY, 0.2 MILE WEST OF A
 LB1611'CONCRETE BRIDGE, 41.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LB1611'TRACK, 36 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 52 PARALLELING
 LB1611'THE TRACK, 3.5 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A
 LB1611'WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 LB1611'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 LB1611'STAMPED F 95 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1611'6 INCHES ABOVE GROUND.
 LB1611
 LB1611                          STATION RECOVERY (1960)
 LB1611
 LB1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LB1611'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1683 ***********************************************************************
 LB1683  DESIGNATION -  F 96
 LB1683  PID         -  LB1683
 LB1683  STATE/COUNTY-  IN/MONTGOMERY
 LB1683  COUNTRY     -  US
 LB1683  USGS QUAD   -  WAYNETOWN (2019)
 LB1683
 LB1683                         *CURRENT SURVEY CONTROL
 LB1683  ______________________________________________________________________
 LB1683* NAD 83(1986) POSITION- 40 06 59.     (N) 087 04 04.     (W)   SCALED
 LB1683* NAVD 88 ORTHO HEIGHT -   242.009 (meters)      793.99  (feet) ADJUSTED
 LB1683  ______________________________________________________________________
 LB1683  GEOID HEIGHT    -        -33.330 (meters)                     GEOID18
 LB1683  DYNAMIC HEIGHT  -        241.881 (meters)      793.57  (feet) COMP
 LB1683  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 LB1683
 LB1683  VERT ORDER      -  SECOND    CLASS 0
 LB1683
 LB1683.The horizontal coordinates were scaled from a map and have
 LB1683.an estimated accuracy of +/- 6 seconds.
 LB1683
 LB1683.The orthometric height was determined by differential leveling and
 LB1683.adjusted by the NATIONAL GEODETIC SURVEY
 LB1683.in June 1991.
 LB1683
 LB1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1683.GEOID18 height accuracy estimate available here.
 LB1683
 LB1683.Click photographs - Photos may exist for this station.
 LB1683
 LB1683.The dynamic height is computed by dividing the NAVD 88
 LB1683.geopotential number by the normal gravity value computed on the
 LB1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1683.degrees latitude (g = 980.6199 gals.).
 LB1683
 LB1683.The modeled gravity was interpolated from observed gravity values.
 LB1683
 LB1683;                    North         East    Units  Estimated Accuracy
 LB1683;SPC IN W     -   540,440.      901,330.      MT  (+/- 180 meters Scaled)
 LB1683
 LB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK942406(NAD 83)
 LB1683
 LB1683                          SUPERSEDED SURVEY CONTROL
 LB1683
 LB1683  NGVD 29 (??/??/92)  242.089  (m)          794.25   (f) ADJ UNCH    2 0
 LB1683
 LB1683.Superseded values are not recommended for survey control.
 LB1683
 LB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1683.See file dsdata.pdf to determine how the superseded data were derived.
 LB1683
 LB1683_MARKER: DB = BENCH MARK DISK
 LB1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1683_STAMPING: F 96 1946
 LB1683_MARK LOGO: CGS
 LB1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1683+STABILITY: SURFACE MOTION
 LB1683
 LB1683  HISTORY     - Date     Condition        Report By
 LB1683  HISTORY     - 1946     MONUMENTED       CGS
 LB1683  HISTORY     - 20090806 GOOD             INDIV
 LB1683
 LB1683                          STATION DESCRIPTION
 LB1683
 LB1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1683'2.1 MI N FROM WAYNETOWN.
 LB1683'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST
 LB1683'OFFICE AT WAYNETOWN, AT THE V.F. WILKINSON FARM, 40 FEET WEST
 LB1683'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 LB1683'LINE OF A GRAVEL DRIVE LEADING TO THE FARM HOUSE, 6.5 FEET NORTH
 LB1683'OF A WHITE FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE,
 LB1683'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB1683'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 96 1946 AND SET IN
 LB1683'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB1683
 LB1683                          STATION RECOVERY (2009)
 LB1683
 LB1683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LB1683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1726 ***********************************************************************
 LB1726  DESIGNATION -  F 97
 LB1726  PID         -  LB1726
 LB1726  STATE/COUNTY-  IN/WARREN
 LB1726  COUNTRY     -  US
 LB1726  USGS QUAD   -  CHATTERTON (2019)
 LB1726
 LB1726                         *CURRENT SURVEY CONTROL
 LB1726  ______________________________________________________________________
 LB1726* NAD 83(1986) POSITION- 40 24 38.     (N) 087 10 05.     (W)   SCALED
 LB1726* NAVD 88 ORTHO HEIGHT -   213.698 (meters)      701.11  (feet) ADJUSTED
 LB1726  ______________________________________________________________________
 LB1726  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 LB1726  DYNAMIC HEIGHT  -        213.592 (meters)      700.76  (feet) COMP
 LB1726  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 LB1726
 LB1726  VERT ORDER      -  SECOND    CLASS 0
 LB1726
 LB1726.The horizontal coordinates were scaled from a map and have
 LB1726.an estimated accuracy of +/- 6 seconds.
 LB1726
 LB1726.The orthometric height was determined by differential leveling and
 LB1726.adjusted by the NATIONAL GEODETIC SURVEY
 LB1726.in June 1991.
 LB1726
 LB1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1726.GEOID18 height accuracy estimate available here.
 LB1726
 LB1726.Click photographs - Photos may exist for this station.
 LB1726
 LB1726.The dynamic height is computed by dividing the NAVD 88
 LB1726.geopotential number by the normal gravity value computed on the
 LB1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1726.degrees latitude (g = 980.6199 gals.).
 LB1726
 LB1726.The modeled gravity was interpolated from observed gravity values.
 LB1726
 LB1726;                    North         East    Units  Estimated Accuracy
 LB1726;SPC IN W     -   573,110.      892,810.      MT  (+/- 180 meters Scaled)
 LB1726
 LB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK857733(NAD 83)
 LB1726
 LB1726                          SUPERSEDED SURVEY CONTROL
 LB1726
 LB1726  NGVD 29 (??/??/92)  213.768  (m)          701.34   (f) ADJ UNCH    2 0
 LB1726
 LB1726.Superseded values are not recommended for survey control.
 LB1726
 LB1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1726.See file dsdata.pdf to determine how the superseded data were derived.
 LB1726
 LB1726_MARKER: DB = BENCH MARK DISK
 LB1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1726_STAMPING: F 97 1946
 LB1726_MARK LOGO: CGS
 LB1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1726+STABILITY: SURFACE MOTION
 LB1726
 LB1726  HISTORY     - Date     Condition        Report By
 LB1726  HISTORY     - 1946     MONUMENTED       CGS
 LB1726
 LB1726                          STATION DESCRIPTION
 LB1726
 LB1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1726'3.5 MI W FROM GREEN HILL.
 LB1726'ABOUT 3.5 MILES WEST ALONG A ROAD LEADING TO RAINSVILLE VIA
 LB1726'MOUND CEMETERY FROM THE MASONIC BUILDING AT GREEN HILL, ABOUT
 LB1726'0.7 MILE EAST OF A CROSS ROAD, 0.3 MILE WEST OF A ROAD SOUTH,
 LB1726'69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 23 FEET
 LB1726'NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE
 LB1726'CENTER LINE OF A DRIVE WAY, 5 FEET EAST OF A FENCE CORNER POST,
 LB1726'IN THE FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB1726'DISK, STAMPED F 97 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1726'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1514 ***********************************************************************
 LB1514  DESIGNATION -  F 98 RESET
 LB1514  PID         -  LB1514
 LB1514  STATE/COUNTY-  IN/WARREN
 LB1514  COUNTRY     -  US
 LB1514  USGS QUAD   -  PINE VILLAGE (2019)
 LB1514
 LB1514                         *CURRENT SURVEY CONTROL
 LB1514  ______________________________________________________________________
 LB1514* NAD 83(1986) POSITION- 40 27 08.     (N) 087 15 16.     (W)   SCALED
 LB1514* NAVD 88 ORTHO HEIGHT -   204.20  (meters)      669.9   (feet) RESET
 LB1514  ______________________________________________________________________
 LB1514  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 LB1514  VERT ORDER      -  THIRD
 LB1514
 LB1514.The horizontal coordinates were scaled from a map and have
 LB1514.an estimated accuracy of +/- 6 seconds.
 LB1514
 LB1514.The orthometric height was computed from unverified reset data.
 LB1514
 LB1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1514.GEOID18 height accuracy estimate available here.
 LB1514
 LB1514.Click photographs - Photos may exist for this station.
 LB1514
 LB1514;                    North         East    Units  Estimated Accuracy
 LB1514;SPC IN W     -   577,740.      885,490.      MT  (+/- 180 meters Scaled)
 LB1514
 LB1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784779(NAD 83)
 LB1514
 LB1514                          SUPERSEDED SURVEY CONTROL
 LB1514
 LB1514  NGVD 29 (??/??/??)  204.26   (m)          670.1    (f) RESET       3  
 LB1514
 LB1514.Superseded values are not recommended for survey control.
 LB1514
 LB1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1514.See file dsdata.pdf to determine how the superseded data were derived.
 LB1514
 LB1514_MARKER: DB = BENCH MARK DISK
 LB1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1514_SP_SET: BRIDGE
 LB1514_STAMPING: F 98 RESET 1968
 LB1514_MARK LOGO: CGS
 LB1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1514
 LB1514  HISTORY     - Date     Condition        Report By
 LB1514  HISTORY     - 1968     MONUMENTED       CGS
 LB1514  HISTORY     - 20051015 MARK NOT FOUND   INDOT
 LB1514
 LB1514                          STATION DESCRIPTION
 LB1514
 LB1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB1514'0.2 MI N FROM PINE VILLAGE.
 LB1514'AT PINE VILLAGE, SET IN THE TOP OF SOUTHWEST WINGWALL OF NEW
 LB1514'HIGHWAY BRIDGE OVER BIG PINE CREEK, AT THE NORTH EDGE OF TOWN.
 LB1514
 LB1514                          STATION RECOVERY (2005)
 LB1514
 LB1514'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1558 ***********************************************************************
 LB1558  DESIGNATION -  F 99
 LB1558  PID         -  LB1558
 LB1558  STATE/COUNTY-  IN/WARREN
 LB1558  COUNTRY     -  US
 LB1558  USGS QUAD   -  PINE VILLAGE (2019)
 LB1558
 LB1558                         *CURRENT SURVEY CONTROL
 LB1558  ______________________________________________________________________
 LB1558* NAD 83(1986) POSITION- 40 22 58.     (N) 087 20 56.     (W)   SCALED
 LB1558* NAVD 88 ORTHO HEIGHT -   214.292 (meters)      703.06  (feet) ADJUSTED
 LB1558  ______________________________________________________________________
 LB1558  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 LB1558  DYNAMIC HEIGHT  -        214.184 (meters)      702.70  (feet) COMP
 LB1558  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 LB1558
 LB1558  VERT ORDER      -  SECOND    CLASS 0
 LB1558
 LB1558.The horizontal coordinates were scaled from a map and have
 LB1558.an estimated accuracy of +/- 6 seconds.
 LB1558
 LB1558.The orthometric height was determined by differential leveling and
 LB1558.adjusted by the NATIONAL GEODETIC SURVEY
 LB1558.in June 1991.
 LB1558
 LB1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1558.GEOID18 height accuracy estimate available here.
 LB1558
 LB1558.Click photographs - Photos may exist for this station.
 LB1558
 LB1558.The dynamic height is computed by dividing the NAVD 88
 LB1558.geopotential number by the normal gravity value computed on the
 LB1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1558.degrees latitude (g = 980.6199 gals.).
 LB1558
 LB1558.The modeled gravity was interpolated from observed gravity values.
 LB1558
 LB1558;                    North         East    Units  Estimated Accuracy
 LB1558;SPC IN W     -   570,050.      877,450.      MT  (+/- 180 meters Scaled)
 LB1558
 LB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK703703(NAD 83)
 LB1558
 LB1558                          SUPERSEDED SURVEY CONTROL
 LB1558
 LB1558  NGVD 29 (??/??/92)  214.343  (m)          703.22   (f) ADJ UNCH    2 0
 LB1558
 LB1558.Superseded values are not recommended for survey control.
 LB1558
 LB1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1558.See file dsdata.pdf to determine how the superseded data were derived.
 LB1558
 LB1558_MARKER: DB = BENCH MARK DISK
 LB1558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1558_SP_SET: CULVERT HEADWALL
 LB1558_STAMPING: F 99 1946
 LB1558_MARK LOGO: CGS
 LB1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1558+STABILITY: SURFACE MOTION
 LB1558
 LB1558  HISTORY     - Date     Condition        Report By
 LB1558  HISTORY     - 1946     MONUMENTED       CGS
 LB1558
 LB1558                          STATION DESCRIPTION
 LB1558
 LB1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1558'1.6 MI N FROM CARBONDALE.
 LB1558'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSS
 LB1558'ROAD AT CARBONDALE, ABOUT 0.05 MILE NORTH OF AN EAST-WEST GRAVEL
 LB1558'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 LB1558'14 INCH CONCRETE CULVERT, 18 FEET WEST OF THE CENTER LINE OF THE
 LB1558'HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND
 LB1558'ABOUT 0.5 FOOT BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED F
 LB1558'99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0428 ***********************************************************************
 KA0428  DESIGNATION -  F F 81
 KA0428  PID         -  KA0428
 KA0428  STATE/COUNTY-  IN/OWEN
 KA0428  COUNTRY     -  US
 KA0428  USGS QUAD   -  GOSPORT (2019)
 KA0428
 KA0428                         *CURRENT SURVEY CONTROL
 KA0428  ______________________________________________________________________
 KA0428* NAD 83(1986) POSITION- 39 22 23.     (N) 086 40 04.     (W)   SCALED
 KA0428* NAVD 88 ORTHO HEIGHT -   180.692 (meters)      592.82  (feet) ADJUSTED
 KA0428  ______________________________________________________________________
 KA0428  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 KA0428  DYNAMIC HEIGHT  -        180.587 (meters)      592.48  (feet) COMP
 KA0428  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 KA0428
 KA0428  VERT ORDER      -  SECOND    CLASS 0
 KA0428
 KA0428.The horizontal coordinates were scaled from a map and have
 KA0428.an estimated accuracy of +/- 6 seconds.
 KA0428
 KA0428.The orthometric height was determined by differential leveling and
 KA0428.adjusted by the NATIONAL GEODETIC SURVEY
 KA0428.in June 1991.
 KA0428
 KA0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0428.GEOID18 height accuracy estimate available here.
 KA0428
 KA0428.Click photographs - Photos may exist for this station.
 KA0428
 KA0428.The dynamic height is computed by dividing the NAVD 88
 KA0428.geopotential number by the normal gravity value computed on the
 KA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0428.degrees latitude (g = 980.6199 gals.).
 KA0428
 KA0428.The modeled gravity was interpolated from observed gravity values.
 KA0428
 KA0428;                    North         East    Units  Estimated Accuracy
 KA0428;SPC IN W     -   457,990.      935,810.      MT  (+/- 180 meters Scaled)
 KA0428
 KA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ286582(NAD 83)
 KA0428
 KA0428                          SUPERSEDED SURVEY CONTROL
 KA0428
 KA0428  NGVD 29 (??/??/92)  180.815  (m)          593.22   (f) ADJ UNCH    2 0
 KA0428
 KA0428.Superseded values are not recommended for survey control.
 KA0428
 KA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0428.See file dsdata.pdf to determine how the superseded data were derived.
 KA0428
 KA0428_MARKER: DB = BENCH MARK DISK
 KA0428_SETTING: 66 = SET IN ROCK OUTCROP
 KA0428_STAMPING: F F 81 1946
 KA0428_MARK LOGO: CGS
 KA0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0428+STABILITY: POSITION/ELEVATION WELL
 KA0428
 KA0428  HISTORY     - Date     Condition        Report By
 KA0428  HISTORY     - 1946     MONUMENTED       CGS
 KA0428
 KA0428                          STATION DESCRIPTION
 KA0428
 KA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0428'1.8 MI NW FROM GOSPORT.
 KA0428'1.8 MILES NORTHWEST ALONG THE MONON RAILROAD (FORMERLY THE CHICAGO,
 KA0428'INDIANAPOLIS AND LOUISVILLE RAILWAY) FROM THE STATION AT GOSPORT,
 KA0428'345 FEET SOUTH OF MILEPOST NO. 202, 295 FEET NORTH OF A FARM
 KA0428'ROAD-CROSSING, 8.5 FEET EAST OF AND ABOUT 2 FEET LOWER
 KA0428'THAN THE EAST RAIL, AND SET IN A ROCK OUTCROP.  A STANDARD DISK,
 KA0428'STAMPED F F 81 1946 AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0892 ***********************************************************************
 LA0892  DESIGNATION -  F HUNT
 LA0892  PID         -  LA0892
 LA0892  STATE/COUNTY-  IN/HUNTINGTON
 LA0892  COUNTRY     -  US
 LA0892  USGS QUAD   -  HUNTINGTON (2019)
 LA0892
 LA0892                         *CURRENT SURVEY CONTROL
 LA0892  ______________________________________________________________________
 LA0892* NAD 83(1986) POSITION- 40 54 15.     (N) 085 25 22.     (W)   SCALED
 LA0892* NAVD 88 ORTHO HEIGHT -   229.623 (meters)      753.35  (feet) ADJUSTED
 LA0892  ______________________________________________________________________
 LA0892  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 LA0892  DYNAMIC HEIGHT  -        229.517 (meters)      753.01  (feet) COMP
 LA0892  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 LA0892
 LA0892  VERT ORDER      -  SECOND    CLASS 0
 LA0892
 LA0892.The horizontal coordinates were scaled from a map and have
 LA0892.an estimated accuracy of +/- 6 seconds.
 LA0892
 LA0892.The orthometric height was determined by differential leveling and
 LA0892.adjusted by the NATIONAL GEODETIC SURVEY
 LA0892.in June 1991.
 LA0892
 LA0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0892.GEOID18 height accuracy estimate available here.
 LA0892
 LA0892.Click photographs - Photos may exist for this station.
 LA0892
 LA0892.The dynamic height is computed by dividing the NAVD 88
 LA0892.geopotential number by the normal gravity value computed on the
 LA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0892.degrees latitude (g = 980.6199 gals.).
 LA0892
 LA0892.The modeled gravity was interpolated from observed gravity values.
 LA0892
 LA0892;                    North         East    Units  Estimated Accuracy
 LA0892;SPC IN E     -   627,950.      120,550.      MT  (+/- 180 meters Scaled)
 LA0892
 LA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL328293(NAD 83)
 LA0892
 LA0892                          SUPERSEDED SURVEY CONTROL
 LA0892
 LA0892  NGVD 29 (??/??/92)  229.76   (m)          753.8    (f) COMPUTED    2 0
 LA0892
 LA0892.Superseded values are not recommended for survey control.
 LA0892
 LA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0892.See file dsdata.pdf to determine how the superseded data were derived.
 LA0892
 LA0892_MARKER: DD = SURVEY DISK
 LA0892_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0892_SP_SET: BOX CULVERT HEADWALL
 LA0892_STAMPING: F HUNT
 LA0892_MARK LOGO: INHD
 LA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0892+STABILITY: SURFACE MOTION
 LA0892
 LA0892  HISTORY     - Date     Condition        Report By
 LA0892  HISTORY     - UNK      MONUMENTED       INHD
 LA0892  HISTORY     - 1946     GOOD             CGS
 LA0892
 LA0892                          STATION DESCRIPTION
 LA0892
 LA0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0892'4.5 MI NE FROM HUNTINGTON.
 LA0892'ABOUT 4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE COUNTY
 LA0892'COURT HOUSE AT HUNTINGTON, IN THE WEST END OF THE NORTH HEADWALL
 LA0892'OF AN 8-FOOT CONCRETE BOX CULVERT, 22 FEET NORTH OF THE CENTER
 LA0892'LINE OF THE NORTH LANE OF THE HIGHWAY, 0.6 FOOT EAST OF THE WEST
 LA0892'END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 LA0892'NOTE-- THIS MARK MAY BE REACHED FROM THE WABASH RAILWAY CROSSING
 LA0892'AT MARDENIS BY GOING 0.3 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 LA0892'0.6 MILE SOUTHWEST ALONG HIGHWAY 24.  NOTE-- A PORTION OF THIS
 LA0892'DISK HAVING THE DESIGNATION STAMPED ON IT HAS BEEN DAMAGED SO
 LA0892'THAT ALL THE STAMPING IS NOT LEGIBLE BUT IS IN GOOD CONDITION
 LA0892'OTHERWISE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2051 ***********************************************************************
 KA2051  FBN         -  This is a Federal Base Network Control Station.
 KA2051  PACS        -  This is a Primary Airport Control Station.
 KA2051  DESIGNATION -  FAA 3I3 A
 KA2051  PID         -  KA2051
 KA2051  STATE/COUNTY-  IN/VIGO
 KA2051  COUNTRY     -  US
 KA2051  USGS QUAD   -  NEW GOSHEN (2019)
 KA2051
 KA2051                         *CURRENT SURVEY CONTROL
 KA2051  ______________________________________________________________________
 KA2051* NAD 83(2011) POSITION- 39 32 53.85850(N) 087 22 42.95887(W)   ADJUSTED
 KA2051* NAD 83(2011) ELLIP HT-   117.526 (meters)        (06/27/12)   ADJUSTED
 KA2051* NAD 83(2011) EPOCH   -  2010.00
 KA2051* NAVD 88 ORTHO HEIGHT -   150.33  (meters)      493.2   (feet) GPS OBS
 KA2051  ______________________________________________________________________
 KA2051  NAVD 88 orthometric height was determined with geoid model    GEOID96
 KA2051  GEOID HEIGHT    -        -32.683 (meters)                     GEOID96
 KA2051  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 KA2051  NAD 83(2011) X  -    225,245.028 (meters)                     COMP
 KA2051  NAD 83(2011) Y  - -4,919,730.593 (meters)                     COMP
 KA2051  NAD 83(2011) Z  -  4,039,514.263 (meters)                     COMP
 KA2051  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 KA2051
 KA2051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2051  Standards:
 KA2051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2051  -------------------------------------------------------------------
 KA2051  NETWORK    0.46   0.98           0.21   0.16   0.50     -0.05272212
 KA2051  -------------------------------------------------------------------
 KA2051  Click here for local accuracies and other accuracy information.
 KA2051
 KA2051.This mark is at Sky King Airport (3I3)
 KA2051
 KA2051.The horizontal coordinates were established by GPS observations
 KA2051.and adjusted by the National Geodetic Survey in June 2012.
 KA2051
 KA2051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2051.been affixed to the stable North American tectonic plate. See 
 KA2051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2051
 KA2051.The horizontal coordinates are valid at the epoch date displayed above
 KA2051.which is a decimal equivalence of Year/Month/Day.
 KA2051
 KA2051.The orthometric height was determined by GPS observations and a
 KA2051.high-resolution geoid model.
 KA2051
 KA2051.GPS derived orthometric heights for airport stations designated as
 KA2051.PACS or SACS are published to 2 decimal places.  This maintains
 KA2051.centimeter relative accuracy between the PACS and SACS.  It does
 KA2051.not indicate centimeter accuracy relative to other marks which are
 KA2051.part of the published vertical control network.
 KA2051
 KA2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2051.GEOID18 height accuracy estimate available here.
 KA2051
 KA2051.Click photographs - Photos may exist for this station.
 KA2051
 KA2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2051
 KA2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2051
 KA2051.The ellipsoidal height was determined by GPS observations
 KA2051.and is referenced to NAD 83.
 KA2051
 KA2051. The following values were computed from the NAD 83(2011) position.
 KA2051
 KA2051;                    North         East     Units Scale Factor Converg.
 KA2051;SPC IN W     -   477,407.898   874,621.541   MT  0.99997459   -0 11 16.8
 KA2051;SPC IN W     - 1,566,295.75  2,869,487.51   sFT  0.99997459   -0 11 16.8
 KA2051;UTM  16      - 4,377,692.664   467,470.866   MT  0.99961303   -0 14 27.8
 KA2051
 KA2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2051!SPC IN W     -   0.99998156  x   0.99997459  =   0.99995615
 KA2051!UTM  16      -   0.99998156  x   0.99961303  =   0.99959460
 KA2051
 KA2051:                Primary Azimuth Mark                     Grid Az
 KA2051:SPC IN W     -  FAA 3I3 B                                083 54 09.2
 KA2051:UTM  16      -  FAA 3I3 B                                083 57 20.2
 KA2051
 KA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6747077692(NAD 83)
 KA2051
 KA2051|---------------------------------------------------------------------|
 KA2051| PID    Reference Object                     Distance      Geod. Az  |
 KA2051|                                                           dddmmss.s |
 KA2051| KA2052 FAA 3I3 B                           APPROX. 0.6 KM 0834252.4 |
 KA2051|---------------------------------------------------------------------|
 KA2051
 KA2051                          SUPERSEDED SURVEY CONTROL
 KA2051
 KA2051  NAD 83(2007)-  39 32 53.85859(N)    087 22 42.95976(W) AD(2002.00) 0
 KA2051  ELLIP H (02/10/07)  117.545  (m)                       GP(2002.00)    
 KA2051  NAD 83(1997)-  39 32 53.85865(N)    087 22 42.95996(W) AD(       ) B
 KA2051  ELLIP H (04/10/98)  117.558  (m)                       GP(       ) 4 1
 KA2051  NAD 83(1986)-  39 32 53.85793(N)    087 22 42.95050(W) AD(       ) 3
 KA2051  NGVD 29 (03/13/91)  150.18   (m)  OSU 89B  model used  GPS OBS        
 KA2051
 KA2051.Superseded values are not recommended for survey control.
 KA2051
 KA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2051.See file dsdata.pdf to determine how the superseded data were derived.
 KA2051
 KA2051_MARKER: I = METAL ROD
 KA2051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA2051_STAMPING: FAA 3I3 A 1990
 KA2051_MARK LOGO: NGS
 KA2051_PROJECTION: FLUSH
 KA2051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2051+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2011
 KA2051_ROD/PIPE-DEPTH: 24.6 meters
 KA2051_SLEEVE-DEPTH  : 0.91 meters
 KA2051
 KA2051  HISTORY     - Date     Condition        Report By
 KA2051  HISTORY     - 1990     MONUMENTED       NGS
 KA2051  HISTORY     - 19970527 GOOD             NGS
 KA2051  HISTORY     - 19970627 GOOD             NGS
 KA2051  HISTORY     - 19980722 GOOD             WOOLPT
 KA2051  HISTORY     - 20001229 GOOD             ZAMBRA
 KA2051  HISTORY     - 20010501 GOOD             WOOLPT
 KA2051  HISTORY     - 20030625 GOOD             INDOT
 KA2051  HISTORY     - 20110811 GOOD             JCLS
 KA2051
 KA2051                          STATION DESCRIPTION
 KA2051
 KA2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KA2051'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST OF TERRE HAUTE,
 KA2051'AT THE TERRE HAUTE/SKY KING AIRPORT, IN THE SOUTHEAST ANGLE OF THE
 KA2051'JUNCTION OF THE RUNWAYS 26-8 AND 18-36 AND NEAR THE NORTHWEST CORNER
 KA2051'POST OF A PROPERTY LINE FENCE.  OWNERSHIP--AND AIRPORT MANAGER IS MR.
 KA2051'HERMON BROWN, 6050 CLINTON ROAD, TERRE HAUTE, INDIANA 47805, PHONE
 KA2051'(812)-466-2229.
 KA2051'TO REACH THE STATION FROM THE NORTHBOUND SPLIT OF THE JUNCTION OF
 KA2051'STATE HIGHWAY 63 AND U.S. HIGHWAY 41, AT THE NORTHWEST SIDE OF TERRE
 KA2051'HAUTE, GO NORTH ON U.S. HIGHWAY 41 FOR 5.95 KM (3.70 MI) TO THE
 KA2051'JUNCTION OF A PAVED ROAD ON THE RIGHT (AT A SIGN FOR THE AIRPORT AND
 KA2051'THE ALCAN PLANT SIGN), TURN RIGHT, EAST, ON THE PAVED ROAD FOR 2.25
 KA2051'KM (1.40 MI) TO THE JUNCTION OF LAFAYETTE ROAD, TURN LEFT, NORTH, ON
 KA2051'LAFAYETTE ROAD FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ON THE
 KA2051'LEFT, TURN LEFT, WEST, ON THE AIRPORT ENTRANCE ROAD FOR 0.08 KM
 KA2051'(0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT, TURN LEFT, SOUTH, ONTO
 KA2051'THE APRON AND CONTINUE TO THE JUNCTION OF RUNWAY 26, TURN RIGHT,
 KA2051'WEST, ALONG THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 KA2051'LEFT, NEAR THE JUNCTION OF RUNWAY 18 AND NEAR THE WEST END OF A
 KA2051'PROPERTY LINE FENCE.
 KA2051'THE STATION IS LOCATED 32.0 M (105.0 FT) EAST OF THE CENTER OF RUNWAY
 KA2051'18, 30.5 M (100.1 FT) SOUTH OF THE CENTER OF RUNWAY 26-8, 1.15 M
 KA2051'(3.77 FT) NORTHWEST OF THE NORTHWEST CORNER POST OF THE WEST END OF A
 KA2051'PROPERTY LINE FENCE AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS
 KA2051'WITNESS POST.
 KA2051
 KA2051                          STATION RECOVERY (1997)
 KA2051
 KA2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KA2051'THE STATION IS LOCATED IN THE NORTHERN PART OF TERRE HAUTE, AT THE SKY
 KA2051'KING AIRPORT, IN GRASS NEAR THE CENTER OF THE AIRFIELD, IN THE
 KA2051'SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAYS 8-26 AND 18-36, ALONG
 KA2051'THE AIRPORT PERIMETER FENCE AND IN LINE WITH THE WEST FACE OF THE
 KA2051'WESTERNMOST BRICK HOUSE LOCATED IN THE SOUTHEAST QUADRANT OF THE
 KA2051'JUNCTION OF THE RUNWAYS.  OWNERSHIP--SKY KING AIRPORT INC., 6898 NORTH
 KA2051'CLINTON STREET, TERRE HAUTE IN 47805.  AIRPORT MANAGER IS STEVE BROWN,
 KA2051'PHONE 812-466-2229.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 KA2051'STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 KA2051'HIGHWAY 70 AND U.S. HIGHWAY 41 (3RD STREET) AT EXIT 7 NEAR THE SOUTH
 KA2051'SIDE OF TERRE HAUTE, GO NORTH ON HIGHWAY 41 FOR 3.86 KM (2.40 MI) TO
 KA2051'THE JUNCTION OF U.S. HIGHWAY 40E (OHIO STREET) AND THE COURTHOUSE ON
 KA2051'THE LEFT.  CONTINUE NORTH ON HIGHWAY 41 FOR 0.80 KM (0.50 MI) TO A
 KA2051'PAVED Y-JUNCTION ON THE RIGHT (LAFAYETTE AVENUE) AND A PAVED ROAD LEFT
 KA2051'(SYCAMORE STREET).  TURN RIGHT, NORTHEAST ON LAFAYETTE AVENUE FOR 4.43
 KA2051'KM (2.75 MI) TO A PAVED CROSSROAD (FT. HARRISON ROAD). CONTINUE
 KA2051'NORTHEAST ON LAFAYETTE AVENUE FOR 5.15 KM (3.20 MI) TO A PAVED ROAD
 KA2051'RIGHT (ROSEHILL AVENUE) AND THE PAVED AIRPORT ENTRANCE ROAD ON THE
 KA2051'LEFT.  TURN LEFT, WEST ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO
 KA2051'THE APRON AND THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT, SOUTH ACROSS
 KA2051'THE APRON AND CROSSING THE OVERRUN FOR RUNWAY END 26 FOR 0.12 KM (0.05
 KA2051'MI) TO THE SOUTH SIDE OF THE RUNWAY.  TURN RIGHT, WEST ALONG THE
 KA2051'RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.  THE STATION
 KA2051'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 KA2051'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 KA2051'SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE GROUND.  IT IS 31.9 M
 KA2051'(104.7 FT) EAST OF THE CENTER OF RUNWAY 18-36, 30.5 M (100.1 FT) SOUTH
 KA2051'OF THE CENTER OF RUNWAY 8-26, 24.4 M (80.1 FT) EAST OF THE EAST EDGE
 KA2051'OF RUNWAY 18-36, 23.0 M (75.5 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY
 KA2051'8-26, 20.45 M (67.09 FT) SOUTH OF THE RUNWAY LIGHT JUST SOUTH OF THE
 KA2051'RUNWAYS JUNCTION, 1.25 M (4.10 FT) NORTHWEST OF A WOODEN FENCE CORNER
 KA2051'POST, 1.2 M (3.9 FT) SOUTH OF THE EXTENDED LINE OF RUNWAY LIGHTS FOR
 KA2051'RUNWAY 8-26 AND 0.9 M (3.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS
 KA2051'POST.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 KA2051'STATION.
 KA2051
 KA2051                          STATION RECOVERY (1997)
 KA2051
 KA2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KA2051'RECOVERED AS DESCRIBED.
 KA2051
 KA2051                          STATION RECOVERY (1998)
 KA2051
 KA2051'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 KA2051'RECOVERED AS DESCRIBED.  WOOLPERT CONSULTANTS 1998 (ARL).
 KA2051
 KA2051                          STATION RECOVERY (2000)
 KA2051
 KA2051'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA2051'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA2051'RECOVERED AS DESCRIBED IN GOOD CONDITION. TO REACH FROM THE
 KA2051'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S.
 KA2051'HIGHWAY 41 (3RD STREET) AT EXIT 7 NEAR THE SOUTHSIDE OF TERRE
 KA2051'HAUTE, GO NORTH ON HIGHWAY 41 FOR 2.40 MILES (3.86 KM) TOTHE
 KA2051'JUNCTION OF U.S. HIGHWAY 40E (OHIO STREET) AND THE COURTHOUSE ON
 KA2051'THE LEFT.  CONTINUE NORTH ON HIGHWAY 41 FOR 0.6 MILES (0.95 KM)  TO
 KA2051'THE JUNCTION ON THE RIGHT (TIPPACANOE STREET).  TURN RIGHT, EAST ON
 KA2051'TIPPECANOE STREET FOR 0.1 MILES (0.16 KM) TO LAFAYETTE AVENUE, TURN
 KA2051'LEFT, NORTHEAST ON LAFAYETTE AVENUE FOR 2.55 MILES (4.1 KM) TO A
 KA2051'PAVED CROSSROAD (FORT  HARRISON ROAD). CONTINUE NORTHEAST ON
 KA2051'LAFAYETTE AVENUE FOR 3.20 MILES (5.15 KM) TO A PAVED ROAD RIGHT
 KA2051'(ROSEHILL ROAD) AND THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.
 KA2051'TURN LEFT, WEST ON THE ENTRANCE ROAD FOR 0.10 MI (0.16 KM) TO THE
 KA2051'APRON AND THE AIRPORT OFFICE ON THE LEFT (CHECK WITH THE OFFICE
 KA2051'BEFORE PROCEEDING).  TURN LEFT, SOUTH ACROSS THE APRON AND CROSS
 KA2051'THE OVERRUN FOR RUNWAY END 26 FOR 0.05 MILES  (0.12 KM) TO THE
 KA2051'SOUTH SIDE OF THE RUNWAY.  TURN RIGHT, WEST ALONG THE RUNWAY
 KA2051'FOR 0.35 MILES (0.56 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 KA2051
 KA2051                          STATION RECOVERY (2001)
 KA2051
 KA2051'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KA2051'RECOVERED AS DESCRIBED.
 KA2051
 KA2051                          STATION RECOVERY (2003)
 KA2051
 KA2051'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (KRB)
 KA2051'THE STATION IS LOCATED IN THE NORTHERN PART OF TERRE HAUTE, AT THE SKY
 KA2051'KING AIRPORT, 6.0  MI NORTHEAST OF TERRE HAUTE, NORTHEAST 1/4 OF
 KA2051'SECTION 26.  OWNERSHIP--SKY KING AIRPORT  INC. 6898 NORTH CLINTON
 KA2051'STREET, TERRE HAUTE, IN 47805.  CONTACT STEVEN BROWN 812-466-2229.
 KA2051'
 KA2051'TO REACH THE STATION FROM THE NORTHBOUND SPLIT OF THE JUNCTION OF US
 KA2051'HIGHWAY 41 AND  STATE ROAD 63, GO NORTH ON HIGHWAY 41 FOR 3.7 MI TO
 KA2051'THE JUNCTION OF A PAVED ROAD ON THE  RIGHT.  TURN RIGHT AND GO EAST ON
 KA2051'HASSELBURGER AVENUE FOR 1.4 MI TO THE JUNCTION OF  CLINTON ROAD (OLD
 KA2051'US 41).  TURN LEFT AND GO NORTH ON CLINTON ROAD FOR 0.5 MI TO THE SKY
 KA2051'KING AIRPORT ENTRANCE.
 KA2051'
 KA2051'THE STATION IS 104.7 FT EAST OF RUNWAY 18-36, 100.1 FT SOUTH OF RUNWAY
 KA2051'8-26, 4.1 FT  NORTHWEST OF A WOOD CORNER FENCE POST AND AT A CORNER OF
 KA2051'A SUB-DIV. (NW COR).
 KA2051
 KA2051                          STATION RECOVERY (2011)
 KA2051
 KA2051'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA2051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2052 ***********************************************************************
 KA2052  DESIGNATION -  FAA 3I3 B
 KA2052  PID         -  KA2052
 KA2052  STATE/COUNTY-  IN/VIGO
 KA2052  COUNTRY     -  US
 KA2052  USGS QUAD   -  ROSEDALE (2019)
 KA2052
 KA2052                         *CURRENT SURVEY CONTROL
 KA2052  ______________________________________________________________________
 KA2052* NAD 83(1997) POSITION- 39 32 56.12291(N) 087 22 16.39616(W)   ADJUSTED
 KA2052* NAD 83(1997) ELLIP HT-   117.867 (meters)        (05/25/99)   ADJUSTED
 KA2052* NAVD 88 ORTHO HEIGHT -   150.5   (meters)      494.    (feet) VERTCON3
 KA2052  ______________________________________________________________________
 KA2052  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 KA2052  NAD 83(1997) X  -    225,876.560 (meters)                     COMP
 KA2052  NAD 83(1997) Y  - -4,919,657.387 (meters)                     COMP
 KA2052  NAD 83(1997) Z  -  4,039,568.331 (meters)                     COMP
 KA2052  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 KA2052  HORZ ORDER      -  THIRD
 KA2052  ELLP ORDER      -  FOURTH    CLASS I
 KA2052
 KA2052.This mark is at Sky King Airport (3I3)
 KA2052
 KA2052.The horizontal coordinates were established by GPS observations
 KA2052.and adjusted by the National Geodetic Survey in May 1999.
 KA2052
 KA2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2052
 KA2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2052.GEOID18 height accuracy estimate available here.
 KA2052
 KA2052.Click photographs - Photos may exist for this station.
 KA2052
 KA2052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2052
 KA2052.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2052
 KA2052.The ellipsoidal height was determined by GPS observations
 KA2052.and is referenced to NAD 83.
 KA2052
 KA2052. The following values were computed from the NAD 83(1997) position.
 KA2052
 KA2052;                    North         East     Units Scale Factor Converg.
 KA2052;SPC IN W     -   477,475.676   875,255.958   MT  0.99997420   -0 10 59.9
 KA2052;SPC IN W     - 1,566,518.11  2,871,568.92   sFT  0.99997420   -0 10 59.9
 KA2052;UTM  16      - 4,377,759.830   468,105.116   MT  0.99961252   -0 14 10.9
 KA2052
 KA2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2052!SPC IN W     -   0.99998151  x   0.99997420  =   0.99995571
 KA2052!UTM  16      -   0.99998151  x   0.99961252  =   0.99959404
 KA2052
 KA2052:                Primary Azimuth Mark                     Grid Az
 KA2052:SPC IN W     -  FAA 3I3 A                                263 54 09.2
 KA2052:UTM  16      -  FAA 3I3 A                                263 57 20.2
 KA2052
 KA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6810577759(NAD 83)
 KA2052
 KA2052|---------------------------------------------------------------------|
 KA2052| PID    Reference Object                     Distance      Geod. Az  |
 KA2052|                                                           dddmmss.s |
 KA2052| KA2051 FAA 3I3 A                           APPROX. 0.6 KM 2634309.3 |
 KA2052|---------------------------------------------------------------------|
 KA2052
 KA2052                          SUPERSEDED SURVEY CONTROL
 KA2052
 KA2052  NAD 83(1986)-  39 32 56.12219(N)    087 22 16.38669(W) AD(       ) 3
 KA2052  NAD 83(1986)-  39 32 51.59199(N)    087 23 09.51382(W) AD(       ) 3
 KA2052  NGVD 29 (10/04/92)  150.5    (m)  UNKNOWN  model used  GPS OBS        
 KA2052  NGVD 29 (03/13/91)  149.9    (m)  OSU 89B  model used  GPS OBS        
 KA2052
 KA2052.Superseded values are not recommended for survey control.
 KA2052
 KA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2052.See file dsdata.pdf to determine how the superseded data were derived.
 KA2052
 KA2052_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA2052_STAMPING: FAA 313 B 1990
 KA2052_MARK LOGO: NGS
 KA2052_PROJECTION: FLUSH
 KA2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2052+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KA2052_ROD/PIPE-DEPTH: 24.5 meters
 KA2052_SLEEVE-DEPTH  : 0.91 meters
 KA2052
 KA2052  HISTORY     - Date     Condition        Report By
 KA2052  HISTORY     - 1990     MONUMENTED       NGS
 KA2052
 KA2052                          STATION DESCRIPTION
 KA2052
 KA2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KA2052'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST OF TERRE HAUTE,
 KA2052'AT THE TERRE HAUTE/SKY KING AIRPORT AND NORTHEAST OF THE NORTHEAST
 KA2052'CORNER OF THE MOST EASTERLY HANGAR ON THE SOUTH SIDE OF RUNWAY 26.
 KA2052'OWNERSHIP--AND AIRPORT MANAGER IS MR. HERMON BROWN, 6050 CLINTON
 KA2052'ROAD, TERRE HAUTE, INDIANA 47805, PHONE (812)-466-2229.
 KA2052'TO REACH THE STATION FROM THE NORTHBOUND SPLIT OF THE JUNCTION OF
 KA2052'STATE HIGHWAY 63 AND U.S. HIGHWAY 41, AT THE NORTHWEST SIDE OF TERRE
 KA2052'HAUTE, GO NORTH ON U.S. HIGHWAY 41 FOR 5.95 KM (3.70 MI) TO THE
 KA2052'JUNCTION OF A PAVED ROAD ON THE RIGHT (AT A SIGN FOR THE AIRPORT AND
 KA2052'THE ALCAN PLANT SIGN), TURN RIGHT, EAST, ON THE PAVED ROAD FOR 2.25
 KA2052'KM (1.40 MI) TO THE JUNCTION OF LAFAYETTE ROAD, TURN LEFT, NORTH, ON
 KA2052'LAFAYETTE ROAD FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ON THE
 KA2052'LEFT, TURN LEFT, WEST, ON THE AIRPORT ENTRANCE ROAD FOR 0.08 KM
 KA2052'(0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT, TURN LEFT, SOUTH, ONTO
 KA2052'THE APRON AND CONTINUE TO THE NORTHEAST CORNER OF THE MOST EASTERLY
 KA2052'HANGAR AND TO THE STATION ON THE LEFT NEAR A RUNWAY LIGHT.
 KA2052'THE STATION IS LOCATED 30.0 M (98.4 FT) SOUTH OF THE CENTER OF RUNWAY
 KA2052'26, 10.25 M (33.63 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 KA2052'HANGAR, 8.4 M (27.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER POST
 KA2052'OF A PROPERTY LINE FENCE, 1.3 M (4.3 FT) SOUTH OF A RUNWAY LIGHT AND
 KA2052'1.1 M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2467 ***********************************************************************
 LA2467  DESIGNATION -  FAA HHG A
 LA2467  PID         -  LA2467
 LA2467  STATE/COUNTY-  IN/HUNTINGTON
 LA2467  COUNTRY     -  US
 LA2467  USGS QUAD   -  MAJENICA (2019)
 LA2467
 LA2467                         *CURRENT SURVEY CONTROL
 LA2467  ______________________________________________________________________
 LA2467* NAD 83(1997) POSITION- 40 51 13.40503(N) 085 27 56.79743(W)   ADJUSTED
 LA2467* NAD 83(1997) ELLIP HT-   210.358 (meters)        (05/25/99)   ADJUSTED
 LA2467* NAVD 88 ORTHO HEIGHT -   244.1   (meters)      801.    (feet) VERTCON3
 LA2467  ______________________________________________________________________
 LA2467  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 LA2467  NAD 83(1997) X  -    381,943.466 (meters)                     COMP
 LA2467  NAD 83(1997) Y  - -4,816,270.877 (meters)                     COMP
 LA2467  NAD 83(1997) Z  -  4,150,287.440 (meters)                     COMP
 LA2467  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 LA2467  HORZ ORDER      -  THIRD
 LA2467  ELLP ORDER      -  FOURTH    CLASS I
 LA2467
 LA2467.This mark is at Huntington Airport (HHG)
 LA2467
 LA2467.The horizontal coordinates were established by GPS observations
 LA2467.and adjusted by the National Geodetic Survey in May 1999.
 LA2467
 LA2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2467
 LA2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2467.GEOID18 height accuracy estimate available here.
 LA2467
 LA2467.Click photographs - Photos may exist for this station.
 LA2467
 LA2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2467
 LA2467.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2467
 LA2467.The ellipsoidal height was determined by GPS observations
 LA2467.and is referenced to NAD 83.
 LA2467
 LA2467. The following values were computed from the NAD 83(1997) position.
 LA2467
 LA2467;                    North         East     Units Scale Factor Converg.
 LA2467;SPC IN E     -   622,333.805   116,938.636   MT  0.99997020   +0 07 53.1
 LA2467;SPC IN E     - 2,041,773.49    383,656.17   sFT  0.99997020   +0 07 53.1
 LA2467;UTM  16      - 4,523,651.899   629,317.598   MT  0.99980583   +1 00 13.4
 LA2467
 LA2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2467!SPC IN E     -   0.99996700  x   0.99997020  =   0.99993720
 LA2467!UTM  16      -   0.99996700  x   0.99980583  =   0.99977284
 LA2467
 LA2467:                Primary Azimuth Mark                     Grid Az
 LA2467:SPC IN E     -  FAA HHG B                                092 02 11.2
 LA2467:UTM  16      -  FAA HHG B                                091 09 50.9
 LA2467
 LA2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2931723651(NAD 83)
 LA2467
 LA2467|---------------------------------------------------------------------|
 LA2467| PID    Reference Object                     Distance      Geod. Az  |
 LA2467|                                                           dddmmss.s |
 LA2467| LA2468 FAA HHG B                           APPROX. 0.7 KM 0921004.3 |
 LA2467|---------------------------------------------------------------------|
 LA2467
 LA2467                          SUPERSEDED SURVEY CONTROL
 LA2467
 LA2467  NAD 83(1995)-  40 51 13.41002(N)    085 27 56.81250(W) AD(       ) 3
 LA2467  NAD 83(1986)-  40 51 13.40978(N)    085 27 56.81067(W) AD(       ) 3
 LA2467  NGVD 29 (03/13/91)  244.2    (m)  OSU 89B  model used  GPS OBS        
 LA2467
 LA2467.Superseded values are not recommended for survey control.
 LA2467
 LA2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2467.See file dsdata.pdf to determine how the superseded data were derived.
 LA2467
 LA2467_MARKER: F = FLANGE-ENCASED ROD
 LA2467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LA2467+WITH SETTING: INFORMATION.
 LA2467_STAMPING: FAA HHG A 1990
 LA2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2467+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 LA2467
 LA2467  HISTORY     - Date     Condition        Report By
 LA2467  HISTORY     - 19901029 MONUMENTED       NGS
 LA2467  HISTORY     - 20090901 GOOD             GRWAS
 LA2467
 LA2467                          STATION DESCRIPTION
 LA2467
 LA2467'DESCRIBED BY GRW AERIAL SURVEY 2009 (JCA)
 LA2467'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2468 ***********************************************************************
 LA2468  DESIGNATION -  FAA HHG B
 LA2468  PID         -  LA2468
 LA2468  STATE/COUNTY-  IN/HUNTINGTON
 LA2468  COUNTRY     -  US
 LA2468  USGS QUAD   -  MAJENICA (2019)
 LA2468
 LA2468                         *CURRENT SURVEY CONTROL
 LA2468  ______________________________________________________________________
 LA2468* NAD 83(1997) POSITION- 40 51 12.59715(N) 085 27 28.72328(W)   ADJUSTED
 LA2468* NAD 83(1997) ELLIP HT-   210.753 (meters)        (05/25/99)   ADJUSTED
 LA2468* NAVD 88 ORTHO HEIGHT -   244.4   (meters)      802.    (feet) VERTCON3
 LA2468  ______________________________________________________________________
 LA2468  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 LA2468  NAD 83(1997) X  -    382,600.307 (meters)                     COMP
 LA2468  NAD 83(1997) Y  - -4,816,235.396 (meters)                     COMP
 LA2468  NAD 83(1997) Z  -  4,150,268.847 (meters)                     COMP
 LA2468  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 LA2468  HORZ ORDER      -  THIRD
 LA2468  ELLP ORDER      -  FOURTH    CLASS I
 LA2468
 LA2468.This mark is at Huntington Airport (HHG)
 LA2468
 LA2468.The horizontal coordinates were established by GPS observations
 LA2468.and adjusted by the National Geodetic Survey in May 1999.
 LA2468
 LA2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2468
 LA2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2468.GEOID18 height accuracy estimate available here.
 LA2468
 LA2468.Click photographs - Photos may exist for this station.
 LA2468
 LA2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2468
 LA2468.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2468
 LA2468.The ellipsoidal height was determined by GPS observations
 LA2468.and is referenced to NAD 83.
 LA2468
 LA2468. The following values were computed from the NAD 83(1997) position.
 LA2468
 LA2468;                    North         East     Units Scale Factor Converg.
 LA2468;SPC IN E     -   622,310.422   117,596.240   MT  0.99997048   +0 08 11.4
 LA2468;SPC IN E     - 2,041,696.78    385,813.66   sFT  0.99997048   +0 08 11.4
 LA2468;UTM  16      - 4,523,638.533   629,975.374   MT  0.99980793   +1 00 31.7
 LA2468
 LA2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2468!SPC IN E     -   0.99996694  x   0.99997048  =   0.99993742
 LA2468!UTM  16      -   0.99996694  x   0.99980793  =   0.99977488
 LA2468
 LA2468:                Primary Azimuth Mark                     Grid Az
 LA2468:SPC IN E     -  FAA HHG A                                272 02 11.3
 LA2468:UTM  16      -  FAA HHG A                                271 09 51.0
 LA2468
 LA2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2997523638(NAD 83)
 LA2468
 LA2468|---------------------------------------------------------------------|
 LA2468| PID    Reference Object                     Distance      Geod. Az  |
 LA2468|                                                           dddmmss.s |
 LA2468| LA2467 FAA HHG A                           APPROX. 0.7 KM 2721022.7 |
 LA2468|---------------------------------------------------------------------|
 LA2468
 LA2468                          SUPERSEDED SURVEY CONTROL
 LA2468
 LA2468  NAD 83(1995)-  40 51 12.60214(N)    085 27 28.73834(W) AD(       ) 3
 LA2468  NAD 83(1986)-  40 51 12.60190(N)    085 27 28.73651(W) AD(       ) 3
 LA2468  NGVD 29 (03/13/91)  244.6    (m)  OSU 89B  model used  GPS OBS        
 LA2468
 LA2468.Superseded values are not recommended for survey control.
 LA2468
 LA2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2468.See file dsdata.pdf to determine how the superseded data were derived.
 LA2468
 LA2468_MARKER: I = METAL ROD
 LA2468_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LA2468+WITH SETTING: INFORMATION.
 LA2468_STAMPING: FAA HHG B 1990
 LA2468_MARK LOGO: NGS
 LA2468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2468+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 LA2468
 LA2468  HISTORY     - Date     Condition        Report By
 LA2468  HISTORY     - 1990     MONUMENTED       NGS
 LA2468  HISTORY     - 20090901 GOOD             GRWAS
 LA2468
 LA2468                          STATION DESCRIPTION
 LA2468
 LA2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LA2468'THE MARK IS LOCATED ABOUT 6.6 MI (10.7 KM) WEST-NORTHWEST OF MARKLE,
 LA2468'5.8 MI (9.3 KM) NORTH OF MAJENICA AND 2.9 MI (4.7 KM) SOUTHEAST OF
 LA2468'HUNTINGTON.
 LA2468
 LA2468                          STATION RECOVERY (2009)
 LA2468
 LA2468'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (JCA)
 LA2468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2057 ***********************************************************************
 KA2057  DESIGNATION -  FAA IN03 A
 KA2057  PID         -  KA2057
 KA2057  STATE/COUNTY-  IN/MARION
 KA2057  COUNTRY     -  US
 KA2057  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA2057
 KA2057                         *CURRENT SURVEY CONTROL
 KA2057  ______________________________________________________________________
 KA2057* NAD 83(1997) POSITION- 39 45 54.30827(N) 086 09 00.45549(W)   ADJUSTED
 KA2057* NAD 83(1997) ELLIP HT-   187.654 (meters)        (05/25/99)   ADJUSTED
 KA2057* NAVD 88 ORTHO HEIGHT -   221.2   (meters)      726.    (feet) VERTCON3
 KA2057  ______________________________________________________________________
 KA2057  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 KA2057  NAD 83(1997) X  -    329,640.852 (meters)                     COMP
 KA2057  NAD 83(1997) Y  - -4,898,497.789 (meters)                     COMP
 KA2057  NAD 83(1997) Z  -  4,058,090.475 (meters)                     COMP
 KA2057  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 KA2057  HORZ ORDER      -  THIRD
 KA2057  ELLP ORDER      -  FOURTH    CLASS I
 KA2057
 KA2057.The horizontal coordinates were established by GPS observations
 KA2057.and adjusted by the National Geodetic Survey in May 1999.
 KA2057
 KA2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2057
 KA2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2057.GEOID18 height accuracy estimate available here.
 KA2057
 KA2057.Click photographs - Photos may exist for this station.
 KA2057
 KA2057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2057
 KA2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2057
 KA2057.The ellipsoidal height was determined by GPS observations
 KA2057.and is referenced to NAD 83.
 KA2057
 KA2057. The following values were computed from the NAD 83(1997) position.
 KA2057
 KA2057;                    North         East     Units Scale Factor Converg.
 KA2057;SPC IN E     -   501,547.196    58,575.664   MT  0.99998778   -0 18 33.3
 KA2057;SPC IN E     - 1,645,492.76    192,176.99   sFT  0.99998778   -0 18 33.3
 KA2057;UTM  16      - 4,402,029.892   572,793.418   MT  0.99966523   +0 32 37.1
 KA2057
 KA2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2057!SPC IN E     -   0.99997056  x   0.99998778  =   0.99995834
 KA2057!UTM  16      -   0.99997056  x   0.99966523  =   0.99963580
 KA2057
 KA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7279302029(NAD 83)
 KA2057
 KA2057|---------------------------------------------------------------------|
 KA2057| PID    Reference Object                     Distance      Geod. Az  |
 KA2057|                                                           dddmmss.s |
 KA2057| KA2058 FAA IN03 B                          151.442 METERS 06418     |
 KA2057|---------------------------------------------------------------------|
 KA2057
 KA2057                          SUPERSEDED SURVEY CONTROL
 KA2057
 KA2057  NAD 83(1986)-  39 45 54.30682(N)    086 09 00.46622(W) AD(       ) 3
 KA2057  NGVD 29 (03/13/91)  221.4    (m)  OSU 89B  model used  GPS OBS        
 KA2057
 KA2057.Superseded values are not recommended for survey control.
 KA2057
 KA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2057.See file dsdata.pdf to determine how the superseded data were derived.
 KA2057
 KA2057_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2057_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA2057+WITH SETTING: PAVEMENT
 KA2057_SP_SET: LANDING PAD
 KA2057_STAMPING: FAA IN03 1990
 KA2057_MARK LOGO: NGS
 KA2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2057+STABILITY: SURFACE MOTION
 KA2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2057+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 KA2057
 KA2057  HISTORY     - Date     Condition        Report By
 KA2057  HISTORY     - 1990     MONUMENTED       NGS
 KA2057  HISTORY     - 20040302 GOOD             INDIV
 KA2057
 KA2057                          STATION DESCRIPTION
 KA2057
 KA2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KA2057'THE STATION IS LOCATED IN DOWNTOWN INDIANAPOLIS, AT THE SOUTH END OF
 KA2057'SOUTH NEW JERSEY STREET, AT THE DOWNTOWN INDIANAPOLIS HELIPORT AND
 KA2057'NEAR THE SOUTHWEST CORNER OF THE HELIPORT LANDING PAD.
 KA2057'OWNERSHIP--INDIANAPOLIS HELIPORT CORPORATION, 51 SOUTH NEW JERSY
 KA2057'STREET, INDIANAPOLIS, IN 46204, PHONE 317-262-3000, PRESIDENT IS MR.
 KA2057'JIM BROWN.
 KA2057'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 KA2057'INTERSTATE HIGHWAY 65 AND MARKET STREET (EXIT 111), GO NORTH ALONG
 KA2057'THE EXIT RAMP TO THE JUNCTION OF MARKET STREET, TURN LEFT, WEST, ON
 KA2057'MARKET STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF EAST STREET,
 KA2057'TURN LEFT, SOUTH, ON EAST STREET FOR 0.16 KM (0.10 MI) TO THE
 KA2057'JUNCTION OF NEW JERSEY STREET, TURN LEFT, SOUTH, ON NEW JERSEY STREET
 KA2057'FOR 0.08 KM (0.05 MI) TO ITS END AND THE HELIPORT ENTRANCE STRAIGHT
 KA2057'AHEAD, CONTINUE AHEAD, SOUTH-SOUTHEAST, FOR 0.08 KM (0.05 MI) ,
 KA2057'PASSING THE INDIANAPOLIS HELIPORT SIGN, UPHILL TO A LOCKED GATE ON
 KA2057'THE WEST SIDE OF THE HELIPORT LANDING PADS.  HONK HORN FOR ACCESS TO
 KA2057'THE PAD THEN PASS THRU THE GATE AND TURN RIGHT, SOUTH, AND GO TO THE
 KA2057'SOUTHWEST CORNER OF THE LANDING PAD TO THE STATION NEAR THE NORTHEAST
 KA2057'CORNER OF A METAL GRATE OF A DRAIN BASIN.
 KA2057'THE STATION IS NEAR THE SOUTHWEST CORNER OF THE HELIPORT, SET FLUSH IN
 KA2057'THE CONCRETE LANDING PAD, LOCATED 2.15 M (7.05 FT) EAST OF AN IRON
 KA2057'RAIL FENCE, 1.3 M (4.3 FT) NORTHEAST OF THE MOST WESTERLY TAXI LIGHT,
 KA2057'0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS POST, 0.6 M (2.0 FT)
 KA2057'NORTH OF THE NORTH CURB OF THE LANDING PAD AND 0.2 M (0.7 FT)
 KA2057'NORTHEAST OF THE NORTHEAST CORNER OF THE METAL GRATE OF A DRAIN BASIN.
 KA2057
 KA2057                          STATION RECOVERY (2004)
 KA2057
 KA2057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BSE)
 KA2057'HELIPORT MANAGER IS NOW MR. MARK CHASTAIN (317) 955-1271
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2058 ***********************************************************************
 KA2058  DESIGNATION -  FAA IN03 B
 KA2058  PID         -  KA2058
 KA2058  STATE/COUNTY-  IN/MARION
 KA2058  COUNTRY     -  US
 KA2058  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA2058
 KA2058                         *CURRENT SURVEY CONTROL
 KA2058  ______________________________________________________________________
 KA2058* NAD 83(1997) POSITION- 39 45 56.43807(N) 086 08 54.72245(W)   ADJUSTED
 KA2058* NAD 83(1997) ELLIP HT-   187.294 (meters)        (05/25/99)   ADJUSTED
 KA2058* NAVD 88 ORTHO HEIGHT -   220.9   (meters)      725.    (feet) VERTCON3
 KA2058  ______________________________________________________________________
 KA2058  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 KA2058  NAD 83(1997) X  -    329,774.163 (meters)                     COMP
 KA2058  NAD 83(1997) Y  - -4,898,446.426 (meters)                     COMP
 KA2058  NAD 83(1997) Z  -  4,058,140.738 (meters)                     COMP
 KA2058  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 KA2058  HORZ ORDER      -  THIRD
 KA2058  ELLP ORDER      -  FOURTH    CLASS I
 KA2058
 KA2058.The horizontal coordinates were established by GPS observations
 KA2058.and adjusted by the National Geodetic Survey in May 1999.
 KA2058
 KA2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2058
 KA2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2058.GEOID18 height accuracy estimate available here.
 KA2058
 KA2058.Click photographs - Photos may exist for this station.
 KA2058
 KA2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2058
 KA2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2058
 KA2058.The ellipsoidal height was determined by GPS observations
 KA2058.and is referenced to NAD 83.
 KA2058
 KA2058. The following values were computed from the NAD 83(1997) position.
 KA2058
 KA2058;                    North         East     Units Scale Factor Converg.
 KA2058;SPC IN E     -   501,612.146    58,712.470   MT  0.99998764   -0 18 29.6
 KA2058;SPC IN E     - 1,645,705.85    192,625.83   sFT  0.99998764   -0 18 29.6
 KA2058;UTM  16      - 4,402,096.849   572,929.198   MT  0.99966548   +0 32 40.8
 KA2058
 KA2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2058!SPC IN E     -   0.99997062  x   0.99998764  =   0.99995826
 KA2058!UTM  16      -   0.99997062  x   0.99966548  =   0.99963611
 KA2058
 KA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7292902096(NAD 83)
 KA2058
 KA2058|---------------------------------------------------------------------|
 KA2058| PID    Reference Object                     Distance      Geod. Az  |
 KA2058|                                                           dddmmss.s |
 KA2058| KA2057 FAA IN03 A                          151.442 METERS 24418     |
 KA2058|---------------------------------------------------------------------|
 KA2058
 KA2058                          SUPERSEDED SURVEY CONTROL
 KA2058
 KA2058  NAD 83(1986)-  39 45 56.43652(N)    086 08 54.73315(W) AD(       ) 3
 KA2058  NGVD 29 (03/13/91)  221.0    (m)  OSU 89B  model used  GPS OBS        
 KA2058
 KA2058.Superseded values are not recommended for survey control.
 KA2058
 KA2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2058.See file dsdata.pdf to determine how the superseded data were derived.
 KA2058
 KA2058_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2058_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA2058_SP_SET: CATCH BASIN
 KA2058_STAMPING: FAA IN03 B 1990
 KA2058_MARK LOGO: NGS
 KA2058_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2058+STABILITY: SURFACE MOTION
 KA2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2058+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 KA2058
 KA2058  HISTORY     - Date     Condition        Report By
 KA2058  HISTORY     - 1990     MONUMENTED       NGS
 KA2058  HISTORY     - 20040302 GOOD             INDIV
 KA2058
 KA2058                          STATION DESCRIPTION
 KA2058
 KA2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KA2058'THE STATION IS LOCATED IN DOWNTOWN INDIANAPOLIS, AT THE SOUTH END OF
 KA2058'SOUTH NEW JERSEY STREET, AT THE DOWNTOWN INDIANAPOLIS HELIPORT AND IN
 KA2058'TOP OF THE SOUTH CORNER OF A CATCH BASIN SOUTHEAST OF THE WIND SOCK.
 KA2058'OWNERSHIP--INDIANAPOLIS HELIPORT CORPORATION, 51 SOUTH NEW JERSEY
 KA2058'STREET, INDIANAPOLIS, IN 46204, PHONE 317-262-3000, PRESIDENT IS MR.
 KA2058'JIM BROWN.
 KA2058'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 KA2058'INTERSTATE HIGHWAY 65 AND MARKET STREET (EXIT 111), GO NORTH ALONG
 KA2058'THE EXIT RAMP TO THE JUNCTION OF MARKET STREET, TURN LEFT, WEST, ON
 KA2058'MARKET STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF EAST STREET,
 KA2058'TURN LEFT, SOUTH, ON EAST STREET FOR 0.16 KM (0.10 MI) TO THE
 KA2058'JUNCTION OF NEW JERSEY STREET, TURN LEFT, SOUTH, ON NEW JERSEY STREET
 KA2058'FOR 0.08 KM (0.05 MI) TO ITS END AND THE HELIPORT ENTRANCE STRAIGHT
 KA2058'AHEAD. CONTINUE AHEAD, SOUTH-SOUTHEAST, FOR 0.08 KM (0.05 MI) ,
 KA2058'PASSING THE INDIANAPOLIS HELIPORT SIGN, UPHILL TO A LOCKED GATE ON
 KA2058'THE WEST SIDE OF THE HELIPORT LANDING PADS.  HONK HORN FOR ACCESS TO
 KA2058'THE PAD THEN PASS THRU THE GATE AND GO EAST CROSSING THE LANDING PAD
 KA2058'FOR 0.08 KM (0.05 MI) TO THE WINDSOCK AND THE STATION ON THE LEFT IN
 KA2058'TOP OF THE SOUTH CORNER OF THE HEADWALL OF A CATCH BASIN WITH A METAL
 KA2058'GRATE.
 KA2058'THE STATION IS IN THE SOUTH CORNER OF A 3 1/2 FOOT BY 3 1/2 FOOT
 KA2058'CONCRETE HEADWALL OF A CATCH BASIN SET FLUSH IN THE CONCRETE
 KA2058'SOUTHEAST OF THE WINDSOCK, 37.4 M (122.7 FT) SOUTH OF THE SOUTH ONE
 KA2058'OF SIX LANDING PAD LIGHTS, 5.2 M (17.1 FT) SOUTHEAST OF THE WINDSOCK,
 KA2058'5.2 M (17.1 FT) NORTH OF AN IRON RAIL FENCE AND 0.2 M (0.7 FT) WEST
 KA2058'OF A FIBERGLASS WITNESS POST.
 KA2058
 KA2058                          STATION RECOVERY (2004)
 KA2058
 KA2058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BSE)
 KA2058'WITNESS POST NOT FOUND.  HELIPORT MANAGER NOW MR. MARK CHASTAIN (317)
 KA2058'955-1271
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3284 ***********************************************************************
 ME3284  PACS        -  This is a Primary Airport Control Station.
 ME3284  DESIGNATION -  FAA OXI A
 ME3284  PID         -  ME3284
 ME3284  STATE/COUNTY-  IN/STARKE
 ME3284  COUNTRY     -  US
 ME3284  USGS QUAD   -  KNOX WEST (2019)
 ME3284
 ME3284                         *CURRENT SURVEY CONTROL
 ME3284  ______________________________________________________________________
 ME3284* NAD 83(2011) POSITION- 41 19 45.99714(N) 086 39 42.17905(W)   ADJUSTED
 ME3284* NAD 83(2011) ELLIP HT-   173.273 (meters)        (06/27/12)   ADJUSTED
 ME3284* NAD 83(2011) EPOCH   -  2010.00
 ME3284* NAVD 88 ORTHO HEIGHT -   207.15  (meters)      679.6   (feet) GPS OBS
 ME3284  ______________________________________________________________________
 ME3284  NAVD 88 orthometric height was determined with geoid model    GEOID03
 ME3284  GEOID HEIGHT    -        -33.818 (meters)                     GEOID03
 ME3284  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME3284  NAD 83(2011) X  -    279,313.451 (meters)                     COMP
 ME3284  NAD 83(2011) Y  - -4,788,499.343 (meters)                     COMP
 ME3284  NAD 83(2011) Z  -  4,190,081.068 (meters)                     COMP
 ME3284  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 ME3284
 ME3284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3284  Standards:
 ME3284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3284  -------------------------------------------------------------------
 ME3284  NETWORK    0.34   0.51           0.14   0.14   0.26      0.01380085
 ME3284  -------------------------------------------------------------------
 ME3284  Click here for local accuracies and other accuracy information.
 ME3284
 ME3284.This mark is at Starke County Airport (OXI)
 ME3284
 ME3284.The horizontal coordinates were established by GPS observations
 ME3284.and adjusted by the National Geodetic Survey in June 2012.
 ME3284
 ME3284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3284.been affixed to the stable North American tectonic plate. See 
 ME3284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3284
 ME3284.The horizontal coordinates are valid at the epoch date displayed above
 ME3284.which is a decimal equivalence of Year/Month/Day.
 ME3284
 ME3284.The orthometric height was determined by GPS observations and a
 ME3284.high-resolution geoid model.
 ME3284
 ME3284.GPS derived orthometric heights for airport stations designated as
 ME3284.PACS or SACS are published to 2 decimal places.  This maintains
 ME3284.centimeter relative accuracy between the PACS and SACS.  It does
 ME3284.not indicate centimeter accuracy relative to other marks which are
 ME3284.part of the published vertical control network.
 ME3284
 ME3284.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3284.GEOID18 height accuracy estimate available here.
 ME3284
 ME3284.Click photographs - Photos may exist for this station.
 ME3284
 ME3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3284
 ME3284.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3284
 ME3284.The ellipsoidal height was determined by GPS observations
 ME3284.and is referenced to NAD 83.
 ME3284
 ME3284. The following values were computed from the NAD 83(2011) position.
 ME3284
 ME3284;                    North         East     Units Scale Factor Converg.
 ME3284;SPC IN W     -   675,229.789   935,294.470   MT  0.99998199   +0 16 42.4
 ME3284;SPC IN W     - 2,215,316.40  3,068,545.27   sFT  0.99998199   +0 16 42.4
 ME3284;UTM  16      - 4,575,384.669   528,308.060   MT  0.99960986   +0 13 24.2
 ME3284
 ME3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3284!SPC IN W     -   0.99997282  x   0.99998199  =   0.99995481
 ME3284!UTM  16      -   0.99997282  x   0.99960986  =   0.99958269
 ME3284
 ME3284:                Primary Azimuth Mark                     Grid Az
 ME3284:SPC IN W     -  OXI C                                    177 18 16.0
 ME3284:UTM  16      -  OXI C                                    177 21 34.2
 ME3284
 ME3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2830875384(NAD 83)
 ME3284
 ME3284|---------------------------------------------------------------------|
 ME3284| PID    Reference Object                     Distance      Geod. Az  |
 ME3284|                                                           dddmmss.s |
 ME3284| DI3740 OXI C                               APPROX. 0.5 KM 1773458.4 |
 ME3284| ME3285 FAA OXI B                           APPROX. 0.8 KM 3594806.5 |
 ME3284|---------------------------------------------------------------------|
 ME3284
 ME3284                          SUPERSEDED SURVEY CONTROL
 ME3284
 ME3284  NAD 83(2007)-  41 19 45.99733(N)    086 39 42.18028(W) AD(2002.00) B
 ME3284  ELLIP H (04/07/09)  173.300  (m)                       GP(2002.00) 4 1
 ME3284  NAD 83(1997)-  41 19 45.99732(N)    086 39 42.18029(W) AD(       ) B
 ME3284  ELLIP H (01/22/07)  173.307  (m)                       GP(       ) 4 1
 ME3284  NAD 83(1997)-  41 19 45.99795(N)    086 39 42.18010(W) AD(       ) 3
 ME3284  ELLIP H (05/25/99)  173.296  (m)                       GP(       ) 4 1
 ME3284  NAD 83(1986)-  41 19 46.00222(N)    086 39 42.18626(W) AD(       ) 3
 ME3284  NGVD 29 (03/13/91)  207.04   (m)  OSU 89B  model used  GPS OBS        
 ME3284
 ME3284.Superseded values are not recommended for survey control.
 ME3284
 ME3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3284.See file dsdata.pdf to determine how the superseded data were derived.
 ME3284
 ME3284_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3284_STAMPING: FAA OXI 1990
 ME3284_MARK LOGO: NGS
 ME3284_PROJECTION: RECESSED 4 CENTIMETERS
 ME3284_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3284+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 ME3284
 ME3284  HISTORY     - Date     Condition        Report By
 ME3284  HISTORY     - 1990     MONUMENTED       NGS
 ME3284  HISTORY     - 20060928 GOOD             WOOLPT
 ME3284  HISTORY     - 20221031 GOOD             LFA
 ME3284
 ME3284                          STATION DESCRIPTION
 ME3284
 ME3284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3284'THE STATION IS LOCATED ABOUT 30.57 KM (19.00 MI) SOUTHEAST OF
 ME3284'PLYMOUTH, 6.83 KM (4.24 MI) NORTHWEST OF KNOX, AT THE KNOX/STARKE
 ME3284'COUNTY AIRPORT AND NEAR THE JUNCTION OF THE TAXIWAY AND RUNWAY NORTH
 ME3284'OF THE STOP LINE OF THE TAXIWAY AND ON THE WEST SIDE OF A DITCH.
 ME3284'OWNERSHIP--STARKE COUNTY, STARKE COUNTY COURTHOUSE, NORTH PEARL
 ME3284'STREET, KNOX, IN 46534, PHONE 219-772-9128, AIRPORT MANAGER IS MIKE
 ME3284'GAWRONSKI, PHONE 219-772-5001.
 ME3284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 ME3284'HIGHWAY 35, LOCATED 1.61 KM (1.00 MI) NORTH OF THE KNOX CITY LIMITS,
 ME3284'GO NORTH ON U.S. HIGHWAY 35 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF
 ME3284'COUNTY ROAD 250, TURN LEFT, WEST, ON COUNTY ROAD 250 FOR 3.21 KM
 ME3284'(1.99 MI) TO THE JUNCTION OF COUNTY ROAD 200, TURN LEFT, SOUTH, ON
 ME3284'COUNTY ROAD 200 FOR 1.12 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ME3284'THE RIGHT, TURN RIGHT, WEST, THRU THE PARKING AREA, A GATE AND ONTO
 ME3284'THE APRON, CONTINUE AHEAD ON THE TAXIWAY TO THE STOP LINE OF THE
 ME3284'TAXIWAY AND THE STATION ON THE RIGHT NEAR THE JUNCTION OF THE RUNWAY.
 ME3284'THE STATION IS FLUSH WITH THE GROUND LOCATED 44.2 M (145.0 FT) EAST OF
 ME3284'THE CENTER OF THE RUNWAY, 14.7 M (48.2 FT) NORTH OF THE CENTER OF THE
 ME3284'TAXIWAY, 13.95 M (45.77 FT) NORTHEAST OF A TAXI LIGHT, 0.35 M
 ME3284'(1.15 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.2 M (0.7 FT) WEST
 ME3284'OF THE WEST EDGE OF A DITCH.
 ME3284
 ME3284                          STATION RECOVERY (2006)
 ME3284
 ME3284'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (CTS)
 ME3284'THE STATION IS LOCATED 4.79 KM (3.12 MI) NORTHEAST OF THE CITY OF
 ME3284'KNOX, 22.79 KM (18.32 MI) WEST OF PLYMOUTH, 84.68 KM (22.93 MI)
 ME3284'SOUTHEAST OF VALPARISO AND AT THE STARKE COUNTY AIRPORT.
 ME3284'OWNERSHIP-STARKE COUNTY AIRPORT AUTHORITY, KNOX, IN 46534.
 ME3284'
 ME3284'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 35 AND S.R.  8
 ME3284'NORTH OF THE CITY OF KNOX, GO WEST ON S.R.  8 FOR 3.2 KM (2.0 MI) TO
 ME3284'THE INTERSECTION OF S.R.  8 AND C.R.200E, TURN RIGHT, NORTH, ON C.R.
 ME3284'200E FOR 1.1 KM (0.68 MI) (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 ME3284'LEFT, TURN LEFT, WEST INTO THE AIRPORT PARKING AREA AND CONTINUE WEST
 ME3284'TO THE ENTRANCE GATE, PASS THROUGH THE GATE AND CONTINUE WEST ACROSS
 ME3284'THE APRON FOR 100 M (0.06 MI) TO THE INTERSECTION WITH TAXIWAY A,
 ME3284'CONTINUE WEST FROM THE TAXIWAY FOR 50 M (160 FT) TO THE HOLDSHORT BAR,
 ME3284'TURN RIGHT, NORTH, INTO THE GRASS FOR 80 M (260 FT) TO THE STATION IN
 ME3284'THE GRASS.  THE STATION IS A PUNCH-MARK ON THE TOP OF A 5/16-INCH (13
 ME3284'CM) DIAMETER STAINLESS STEEL ROD DRIVEN TO A REFUSAL, ENCASED INSIDE A
 ME3284'5-INCH (13 CM) DIAMETER PVC PIPE FITTED WITH A STANDARD ALUMINUM LOGO
 ME3284'CAP STAMPED -- FAA OXI 1990 -- ALL SURROUNDED BY A 12-INCH (30 CM)
 ME3284'DIAMETER CONCRETE COLLAR SET FLUSH WITH GROUND.
 ME3284'
 ME3284'79.2M (260 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, 44.2 M (145.0
 ME3284'FT) EAST OF THE CENTER OF THE RUNWAY, AND 0.2 M (0.7 FT) WEST OF THE
 ME3284'WEST EDGE OF A DITCH.
 ME3284'
 ME3284'NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 ME3284
 ME3284                          STATION RECOVERY (2022)
 ME3284
 ME3284'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2022 (RWG)
 ME3284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3285 ***********************************************************************
 ME3285  DESIGNATION -  FAA OXI B
 ME3285  PID         -  ME3285
 ME3285  STATE/COUNTY-  IN/STARKE
 ME3285  COUNTRY     -  US
 ME3285  USGS QUAD   -  KNOX WEST (2019)
 ME3285
 ME3285                         *CURRENT SURVEY CONTROL
 ME3285  ______________________________________________________________________
 ME3285* NAD 83(1997) POSITION- 41 20 10.41416(N) 086 39 42.29217(W)   ADJUSTED
 ME3285* NAD 83(1997) ELLIP HT-   173.443 (meters)        (05/25/99)   ADJUSTED
 ME3285* NAVD 88 ORTHO HEIGHT -   207.1   (meters)      679.    (feet) VERTCON3
 ME3285  ______________________________________________________________________
 ME3285  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME3285  NAD 83(1997) X  -    279,281.863 (meters)                     COMP
 ME3285  NAD 83(1997) Y  - -4,788,002.972 (meters)                     COMP
 ME3285  NAD 83(1997) Z  -  4,190,646.813 (meters)                     COMP
 ME3285  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 ME3285  HORZ ORDER      -  THIRD
 ME3285  ELLP ORDER      -  FOURTH    CLASS I
 ME3285
 ME3285.This mark is at Starke County Airport (OXI)
 ME3285
 ME3285.The horizontal coordinates were established by GPS observations
 ME3285.and adjusted by the National Geodetic Survey in May 1999.
 ME3285
 ME3285.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3285
 ME3285.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3285.GEOID18 height accuracy estimate available here.
 ME3285
 ME3285.Click photographs - Photos may exist for this station.
 ME3285
 ME3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3285
 ME3285.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3285
 ME3285.The ellipsoidal height was determined by GPS observations
 ME3285.and is referenced to NAD 83.
 ME3285
 ME3285. The following values were computed from the NAD 83(1997) position.
 ME3285
 ME3285;                    North         East     Units Scale Factor Converg.
 ME3285;SPC IN W     -   675,983.021   935,288.179   MT  0.99998199   +0 16 42.4
 ME3285;SPC IN W     - 2,217,787.63  3,068,524.63   sFT  0.99998199   +0 16 42.4
 ME3285;UTM  16      - 4,576,137.626   528,302.494   MT  0.99960986   +0 13 24.3
 ME3285
 ME3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3285!SPC IN W     -   0.99997280  x   0.99998199  =   0.99995479
 ME3285!UTM  16      -   0.99997280  x   0.99960986  =   0.99958267
 ME3285
 ME3285:                Primary Azimuth Mark                     Grid Az
 ME3285:SPC IN W     -  FAA OXI A                                179 31 24.0
 ME3285:UTM  16      -  FAA OXI A                                179 34 42.1
 ME3285
 ME3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2830276137(NAD 83)
 ME3285
 ME3285|---------------------------------------------------------------------|
 ME3285| PID    Reference Object                     Distance      Geod. Az  |
 ME3285|                                                           dddmmss.s |
 ME3285| ME3284 FAA OXI A                           APPROX. 0.8 KM 1794806.4 |
 ME3285|---------------------------------------------------------------------|
 ME3285
 ME3285                          SUPERSEDED SURVEY CONTROL
 ME3285
 ME3285  NAD 83(1986)-  41 20 10.41844(N)    086 39 42.29832(W) AD(       ) 3
 ME3285  NGVD 29 (03/13/91)  207.2    (m)  OSU 89B  model used  GPS OBS        
 ME3285
 ME3285.Superseded values are not recommended for survey control.
 ME3285
 ME3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3285.See file dsdata.pdf to determine how the superseded data were derived.
 ME3285
 ME3285_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3285_STAMPING: FAA OXI B 1990
 ME3285_MARK LOGO: NGS
 ME3285_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3285+STABILITY: POSITION/ELEVATION WELL
 ME3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3285+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ME3285
 ME3285  HISTORY     - Date     Condition        Report By
 ME3285  HISTORY     - 1990     MONUMENTED       NGS
 ME3285
 ME3285                          STATION DESCRIPTION
 ME3285
 ME3285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3285'THE STATION IS LOCATED ABOUT 30.57 KM (19.00 MI) SOUTHEAST OF
 ME3285'PLYMOUTH, 6.83 KM (4.24 MI) NORTHWEST OF KNOX, AT THE KNOX/STARKE
 ME3285'COUNTY AIRPORT AND EAST OF THE SOUTHEAST CORNER OF THE TURN-AROUND OF
 ME3285'RUNWAY 18.  OWNERSHIP--STARKE COUNTY, STARKE COUNTY COURTHOUSE, NORTH
 ME3285'PEARL STREET, KNOX, IN 46534, PHONE 219-772-9128, AIRPORT MANAGER IS
 ME3285'MIKE GAWRONSKI, PHONE 219-772-5001.
 ME3285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 ME3285'HIGHWAY 35, LOCATED 1.61 KM (1.00 MI) NORTH OF THE KNOX CITY LIMITS,
 ME3285'GO NORTH ON U.S. HIGHWAY 35 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF
 ME3285'COUNTY ROAD 250, TURN LEFT, WEST, ON COUNTY ROAD 250 FOR 3.22 KM
 ME3285'(2.00 MI) TO THE JUNCTION OF COUNTY ROAD 200, TURN LEFT, SOUTH, ON
 ME3285'COUNTY ROAD 200 FOR 1.12 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ME3285'THE RIGHT, TURN RIGHT, WEST, THRU THE PARKING AREA, A GATE AND ONTO
 ME3285'THE APRON, CONTINUE AHEAD ON THE TAXIWAY TO THE JUNCTION OF THE
 ME3285'RUNWAY, TURN RIGHT, NORTH, ONTO THE RUNWAY FOR 0.08 KM (0.05 MI) TO
 ME3285'THE TURN-AROUND OF RUNWAY 18 AND THE STATION SOUTH OF THE SOUTHEAST
 ME3285'CORNER OF THE TURN-AROUND.
 ME3285'THE STATION IS FLUSH WITH THE GROUND LOCATED 41.9 M (137.5 FT) EAST OF
 ME3285'THE CENTER OF THE RUNWAY, 22.6 M (74.1 FT) NORTHEAST OF THE NORTHEAST
 ME3285'CORNER OF THE CONCRETE PAD OF A VASI LIGHT, 6.1 M (20.0 FT) EAST OF
 ME3285'THE SOUTHEAST CORNER OF THE TURN-AROUND AND 0.4 M (1.3 FT) SOUTHWEST
 ME3285'OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1537 ***********************************************************************
 LA1537  DESIGNATION -  FADELY
 LA1537  PID         -  LA1537
 LA1537  STATE/COUNTY-  IN/HENRY
 LA1537  COUNTRY     -  US
 LA1537  USGS QUAD   -  MIDDLETOWN (2019)
 LA1537
 LA1537                         *CURRENT SURVEY CONTROL
 LA1537  ______________________________________________________________________
 LA1537* NAD 83(1997) POSITION- 40 00 20.60388(N) 085 31 08.69654(W)   ADJUSTED
 LA1537* NAVD 88 ORTHO HEIGHT -   310.843 (meters)     1019.82  (feet) ADJUSTED
 LA1537  ______________________________________________________________________
 LA1537  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 LA1537  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 LA1537  DYNAMIC HEIGHT  -        310.672 (meters)     1019.26  (feet) COMP
 LA1537  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LA1537
 LA1537  HORZ ORDER      -  SECOND
 LA1537  VERT ORDER      -  SECOND    CLASS 0
 LA1537
 LA1537.The horizontal coordinates were established by classical geodetic methods
 LA1537.and adjusted by the National Geodetic Survey in May 1999.
 LA1537
 LA1537.The orthometric height was determined by differential leveling and
 LA1537.adjusted by the NATIONAL GEODETIC SURVEY
 LA1537.in June 1991.
 LA1537
 LA1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1537.GEOID18 height accuracy estimate available here.
 LA1537
 LA1537.Click photographs - Photos may exist for this station.
 LA1537
 LA1537.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1537
 LA1537.The dynamic height is computed by dividing the NAVD 88
 LA1537.geopotential number by the normal gravity value computed on the
 LA1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1537.degrees latitude (g = 980.6199 gals.).
 LA1537
 LA1537.The modeled gravity was interpolated from observed gravity values.
 LA1537
 LA1537. The following values were computed from the NAD 83(1997) position.
 LA1537
 LA1537;                    North         East     Units Scale Factor Converg.
 LA1537;SPC IN E     -   528,163.534   112,601.322   MT  0.99996862   +0 05 41.6
 LA1537;SPC IN E     - 1,732,816.53    369,426.17   sFT  0.99996862   +0 05 41.6
 LA1537;UTM  16      - 4,429,442.732   626,402.602   MT  0.99979669   +0 57 07.8
 LA1537
 LA1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1537!SPC IN E     -   0.99995656  x   0.99996862  =   0.99992518
 LA1537!UTM  16      -   0.99995656  x   0.99979669  =   0.99975325
 LA1537
 LA1537:                Primary Azimuth Mark                     Grid Az
 LA1537:SPC IN E     -  FADELY AZ MK                             266 18 43.6
 LA1537:UTM  16      -  FADELY AZ MK                             265 27 17.4
 LA1537
 LA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2640229442(NAD 83)
 LA1537
 LA1537|---------------------------------------------------------------------|
 LA1537| PID    Reference Object                     Distance      Geod. Az  |
 LA1537|                                                           dddmmss.s |
 LA1537| LA1538 FADELY RM 1                          40.348 METERS 00840     |
 LA1537| LA1536 132 GG 25                            87.137 METERS 16947     |
 LA1537| LA1539 FADELY RM 2                          36.144 METERS 26202     |
 LA1537| LA1540 FADELY AZ MK                                       2662425.2 |
 LA1537|---------------------------------------------------------------------|
 LA1537
 LA1537                          SUPERSEDED SURVEY CONTROL
 LA1537
 LA1537  NAD 83(1995)-  40 00 20.60522(N)    085 31 08.70730(W) AD(       ) 2
 LA1537  NAD 83(1986)-  40 00 20.60597(N)    085 31 08.71162(W) AD(       ) 2
 LA1537  NAD 27      -  40 00 20.44000(N)    085 31 08.79900(W) AD(       ) 2
 LA1537  NGVD 29 (??/??/92)  310.973  (m)         1020.25   (f) ADJ UNCH    2 0
 LA1537  NGVD 29             310.97   (m)         1020.2    (f) LEVELING    3  
 LA1537
 LA1537.Superseded values are not recommended for survey control.
 LA1537
 LA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1537.See file dsdata.pdf to determine how the superseded data were derived.
 LA1537
 LA1537_MARKER: DS = TRIANGULATION STATION DISK
 LA1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1537_STAMPING: FADELY 1939
 LA1537_MARK LOGO: CGS
 LA1537_PROJECTION: FLUSH
 LA1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1537+STABILITY: SURFACE MOTION
 LA1537
 LA1537  HISTORY     - Date     Condition        Report By
 LA1537  HISTORY     - 1939     MONUMENTED       CGS
 LA1537  HISTORY     - 1939     GOOD             CGS
 LA1537  HISTORY     - 1947     GOOD             CGS
 LA1537
 LA1537                          STATION DESCRIPTION
 LA1537
 LA1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA1537'ABOUT 2.0 MILES BY ROAD EAST OF MECHANICSBURG, 4.15 MILES WEST OF
 LA1537'SULPHUR SPRINGS, ON THE NORTH SIDE OF U.S. HIGHWAY 36, IN THE
 LA1537'SOUTHEAST CORNER OF PASTURE LAND OWNED BY CLIFFORD FADELY WHO LIVES
 LA1537'ABOUT .05 MILE NORTH OF STATION.  MARK IS 36 FEET WEST OF CENTER LINE
 LA1537'OF A NORTH-AND-SOUTH GRAVEL ROAD, ABOUT 130 PACES NORTH OF U.S.
 LA1537'HIGHWAY 36, 18 FEET NORTH OF THE SOUTH EDGE OF FIELD FENCE LINE, 18
 LA1537'FEET WEST OF WIRE-FENCE LINE, AND IS FLUSH WITH THE GROUND.
 LA1537'
 LA1537'TO REACH FROM SULPHUR SPRINGS GO WEST ON U.S. HIGHWAY 36 FOR 4.15
 LA1537'MILES TO CROSS ROAD (GRAVEL)  TURN RIGHT ON GRAVEL ROAD AND GO 0.1
 LA1537'MILE TO STATION ON THE LEFT.
 LA1537'
 LA1537'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1537'DISKS SET IN CONCRETE.
 LA1537'
 LA1537'REFERENCE MARK NO. 1 IS NORTH OF STATION, IN PASTURE, 1.5 FEET WEST OF
 LA1537'FENCE LINE, 17 FEET WEST OF CENTER LINE OF GRAVEL ROAD, 80 FEET SOUTH
 LA1537'OF AN 18-INCH SYCAMORE, AND IS STAMPED FADELY NO. 1, 1939.
 LA1537'
 LA1537'REFERENCE MARK NO. 2 IS WEST OF STATION, IN PASTURE, 1.5 FEET NORTH OF
 LA1537'FENCE LINE, 47.5 FEET EAST OF PASTURE FENCE CORNER, 18 FEET NORTH OF
 LA1537'NORTHEAST CORNER OF BARN OUTSIDE OF PASTURE, AND IS STAMPED FADELY NO.
 LA1537'2, 1939.
 LA1537'
 LA1537'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION, AT THE EDGE OF
 LA1537'A CULTIVATED FIELD ON THE EAST SIDE OF A NORTH-AND-SOUTH MACADAM ROAD,
 LA1537'IS 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 100 FEET NORTH OF A
 LA1537'TELEPHONE POLE, 84 FEET SOUTH OF A TELEPHONE POLE, 288 FEET NORTH OF
 LA1537'THE INTERSECTION OF U.S.  HIGHWAY 36 AND MACADAM ROAD, AND PROJECTS 6
 LA1537'INCHES ABOVE GROUND.
 LA1537'
 LA1537'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LA1537
 LA1537                          STATION RECOVERY (1939)
 LA1537
 LA1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (OSR)
 LA1537'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION
 LA1537'WITH THE FOLLOWING EXCEPTIONS.  STATION MARK IS 1 FOOT BELOW THE
 LA1537'SURFACE OF THE GROUND INSTEAD OF FLUSH.  ALL MARKS ARE STAMPED
 LA1537'FADELEY.
 LA1537
 LA1537                          STATION RECOVERY (1947)
 LA1537
 LA1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1537'4.1 MI SE FROM MIDDLETOWN.
 LA1537'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1537'OFFICE AT MIDDLETOWN, THENCE ABOUT 0.5 MILE EAST ALONG U.S.
 LA1537'HIGHWAY 36, THENCE ABOUT 120 YARDS NORTH ALONG A GRAVEL ROAD,
 LA1537'IN THE SOUTHEAST CORNER OF A SMALL PASTURE, 36 FEET WEST OF THE
 LA1537'CENTER LINE OF THE GRAVEL ROAD, 19 FEET WEST OF THE ROAD
 LA1537'RIGHT-OF-WAY FENCE, 18.5 FEET NORTH OF AN EAST-WEST FENCE AROUND
 LA1537'THE PASTURE, 25 FEET NORTHWEST OF AN IRON FENCE CORNER POST, 119
 LA1537'FEET EAST OF R.M. NO. 2, 132.5 FEET SOUTH OF R.M. NO. 1, ABOUT
 LA1537'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST 1
 LA1537'FOOT BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1540 ***********************************************************************
 LA1540  DESIGNATION -  FADELY AZ MK
 LA1540  PID         -  LA1540
 LA1540  STATE/COUNTY-  IN/HENRY
 LA1540  COUNTRY     -  US
 LA1540  USGS QUAD   -  MIDDLETOWN (2019)
 LA1540
 LA1540                         *CURRENT SURVEY CONTROL
 LA1540  ______________________________________________________________________
 LA1540* NAD 83(1986) POSITION- 40 00 20.     (N) 085 31 42.     (W)   SCALED
 LA1540* NAVD 88 ORTHO HEIGHT -   309.029 (meters)     1013.87  (feet) ADJUSTED
 LA1540  ______________________________________________________________________
 LA1540  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 LA1540  DYNAMIC HEIGHT  -        308.859 (meters)     1013.31  (feet) COMP
 LA1540  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LA1540
 LA1540  VERT ORDER      -  SECOND    CLASS 0
 LA1540
 LA1540.The horizontal coordinates were scaled from a map and have
 LA1540.an estimated accuracy of +/- 6 seconds.
 LA1540
 LA1540.The orthometric height was determined by differential leveling and
 LA1540.adjusted by the NATIONAL GEODETIC SURVEY
 LA1540.in June 1991.
 LA1540
 LA1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1540.GEOID18 height accuracy estimate available here.
 LA1540
 LA1540.Click photographs - Photos may exist for this station.
 LA1540
 LA1540.The dynamic height is computed by dividing the NAVD 88
 LA1540.geopotential number by the normal gravity value computed on the
 LA1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1540.degrees latitude (g = 980.6199 gals.).
 LA1540
 LA1540.The modeled gravity was interpolated from observed gravity values.
 LA1540
 LA1540;                    North         East    Units  Estimated Accuracy
 LA1540;SPC IN E     -   528,140.      111,810.      MT  (+/- 180 meters Scaled)
 LA1540
 LA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256294(NAD 83)
 LA1540
 LA1540                          SUPERSEDED SURVEY CONTROL
 LA1540
 LA1540  NGVD 29 (??/??/92)  309.159  (m)         1014.30   (f) ADJ UNCH    2 0
 LA1540
 LA1540.Superseded values are not recommended for survey control.
 LA1540
 LA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1540.See file dsdata.pdf to determine how the superseded data were derived.
 LA1540
 LA1540_MARKER: DZ = AZIMUTH MARK DISK
 LA1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1540_STAMPING: FADELY 1939
 LA1540_MARK LOGO: CGS
 LA1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1540+STABILITY: SURFACE MOTION
 LA1540
 LA1540  HISTORY     - Date     Condition        Report By
 LA1540  HISTORY     - 1939     MONUMENTED       CGS
 LA1540  HISTORY     - 1947     GOOD             CGS
 LA1540
 LA1540                          STATION DESCRIPTION
 LA1540
 LA1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1540'3.5 MI S FROM MIDDLETOWN.
 LA1540'ABOUT 3.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1540'AT MIDDLETOWN, 271 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 LA1540'36, 32 FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 2
 LA1540'FEET EAST OF A POINT DIRECTLY IN LINE WITH A ROW OF TELEPHONE
 LA1540'POLES, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA1540'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1540'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1538 ***********************************************************************
 LA1538  DESIGNATION -  FADELY RM 1
 LA1538  PID         -  LA1538
 LA1538  STATE/COUNTY-  IN/HENRY
 LA1538  COUNTRY     -  US
 LA1538  USGS QUAD   -  MIDDLETOWN (2019)
 LA1538
 LA1538                         *CURRENT SURVEY CONTROL
 LA1538  ______________________________________________________________________
 LA1538* NAD 83(1986) POSITION- 40 00 21.90   (N) 085 31 08.44   (W)   HD_HELD1
 LA1538* NAVD 88 ORTHO HEIGHT -   310.855 (meters)     1019.86  (feet) ADJUSTED
 LA1538  ______________________________________________________________________
 LA1538  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 LA1538  DYNAMIC HEIGHT  -        310.684 (meters)     1019.30  (feet) COMP
 LA1538  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LA1538
 LA1538  VERT ORDER      -  SECOND    CLASS 0
 LA1538
 LA1538.The horizontal coordinates were determined by differentially corrected
 LA1538.hand held GPS observations or other comparable positioning techniques
 LA1538.and have an estimated accuracy of +/- 3 meters.
 LA1538
 LA1538.The orthometric height was determined by differential leveling and
 LA1538.adjusted by the NATIONAL GEODETIC SURVEY
 LA1538.in June 1991.
 LA1538
 LA1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1538.GEOID18 height accuracy estimate available here.
 LA1538
 LA1538.Click photographs - Photos may exist for this station.
 LA1538
 LA1538.The dynamic height is computed by dividing the NAVD 88
 LA1538.geopotential number by the normal gravity value computed on the
 LA1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1538.degrees latitude (g = 980.6199 gals.).
 LA1538
 LA1538.The modeled gravity was interpolated from observed gravity values.
 LA1538
 LA1538;                    North         East    Units  Estimated Accuracy
 LA1538;SPC IN E     -   528,203.5     112,607.3     MT  (+/- 3 meters HH1 GPS) 
 LA1538
 LA1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2640829482(NAD 83)
 LA1538
 LA1538                          SUPERSEDED SURVEY CONTROL
 LA1538
 LA1538  NGVD 29 (??/??/92)  310.984  (m)         1020.29   (f) ADJ UNCH    2 0
 LA1538
 LA1538.Superseded values are not recommended for survey control.
 LA1538
 LA1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1538.See file dsdata.pdf to determine how the superseded data were derived.
 LA1538
 LA1538_MARKER: DR = REFERENCE MARK DISK
 LA1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1538_STAMPING: FADELY NO 1 1939
 LA1538_MARK LOGO: CGS
 LA1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1538+STABILITY: SURFACE MOTION
 LA1538
 LA1538  HISTORY     - Date     Condition        Report By
 LA1538  HISTORY     - 1939     MONUMENTED       CGS
 LA1538  HISTORY     - 1947     GOOD             CGS
 LA1538
 LA1538                          STATION DESCRIPTION
 LA1538
 LA1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1538'4.2 MI SE FROM MIDDLETOWN.
 LA1538'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1538'OFFICE AT MIDDLETOWN, THENCE ABOUT 0.5 MILE EAST ALONG U.S.
 LA1538'HIGHWAY 36, THENCE ABOUT 165 YARDS NORTH ALONG A GRAVEL ROAD,
 LA1538'ALONG THE EAST BOUNDARY FENCE OF A SMALL PASTURE, 151 FEET
 LA1538'NORTH OF THE SOUTHEAST CORNER OF THE PASTURE, 132.5 FEET NORTH
 LA1538'OF THE STATION MARK, 112 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LA1538'OF A CONCRETE BLOCK GARAGE BUILDING, 18 FEET WEST OF THE CENTER
 LA1538'LINE OF THE GRAVEL ROAD, 1 FOOT WEST OF THE WIRE FENCE, ABOUT
 LA1538'0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1538'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1539 ***********************************************************************
 LA1539  DESIGNATION -  FADELY RM 2
 LA1539  PID         -  LA1539
 LA1539  STATE/COUNTY-  IN/HENRY
 LA1539  COUNTRY     -  US
 LA1539  USGS QUAD   -  MIDDLETOWN (2019)
 LA1539
 LA1539                         *CURRENT SURVEY CONTROL
 LA1539  ______________________________________________________________________
 LA1539* NAD 83(1986) POSITION- 40 00 20.44   (N) 085 31 10.21   (W)   HD_HELD1
 LA1539* NAVD 88 ORTHO HEIGHT -   311.493 (meters)     1021.96  (feet) ADJUSTED
 LA1539  ______________________________________________________________________
 LA1539  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 LA1539  DYNAMIC HEIGHT  -        311.322 (meters)     1021.40  (feet) COMP
 LA1539  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LA1539
 LA1539  VERT ORDER      -  SECOND    CLASS 0
 LA1539
 LA1539.The horizontal coordinates were determined by differentially corrected
 LA1539.hand held GPS observations or other comparable positioning techniques
 LA1539.and have an estimated accuracy of +/- 3 meters.
 LA1539
 LA1539.The orthometric height was determined by differential leveling and
 LA1539.adjusted by the NATIONAL GEODETIC SURVEY
 LA1539.in June 1991.
 LA1539
 LA1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1539.GEOID18 height accuracy estimate available here.
 LA1539
 LA1539.Click photographs - Photos may exist for this station.
 LA1539
 LA1539.The dynamic height is computed by dividing the NAVD 88
 LA1539.geopotential number by the normal gravity value computed on the
 LA1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1539.degrees latitude (g = 980.6199 gals.).
 LA1539
 LA1539.The modeled gravity was interpolated from observed gravity values.
 LA1539
 LA1539;                    North         East    Units  Estimated Accuracy
 LA1539;SPC IN E     -   528,158.4     112,565.4     MT  (+/- 3 meters HH1 GPS) 
 LA1539
 LA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2636629437(NAD 83)
 LA1539
 LA1539                          SUPERSEDED SURVEY CONTROL
 LA1539
 LA1539  NGVD 29 (??/??/92)  311.623  (m)         1022.38   (f) ADJ UNCH    2 0
 LA1539
 LA1539.Superseded values are not recommended for survey control.
 LA1539
 LA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1539.See file dsdata.pdf to determine how the superseded data were derived.
 LA1539
 LA1539_MARKER: DR = REFERENCE MARK DISK
 LA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1539_STAMPING: FADELY NO 2 1939
 LA1539_MARK LOGO: CGS
 LA1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1539+STABILITY: SURFACE MOTION
 LA1539
 LA1539  HISTORY     - Date     Condition        Report By
 LA1539  HISTORY     - 1939     MONUMENTED       CGS
 LA1539  HISTORY     - 1947     GOOD             CGS
 LA1539
 LA1539                          STATION DESCRIPTION
 LA1539
 LA1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1539'4.1 MI SE FROM MIDDLETOWN.
 LA1539'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1539'OFFICE AT MIDDLETOWN, THENCE ABOUT 0.5 MILE EAST ALONG U.S.
 LA1539'HIGHWAY 36, THENCE ABOUT 120 YARDS NORTH ALONG A GRAVEL ROAD,
 LA1539'ALONG THE SOUTH FENCE LINE OF A SMALL PASTURE, 47.5 FEET EAST
 LA1539'OF THE SOUTHWEST CORNER OF THE PASTURE, 155 FEET WEST OF THE
 LA1539'CENTER LINE OF THE GRAVEL ROAD, 1.8 FEET NORTH OF THE FENCE LINE,
 LA1539'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1539'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2542 ***********************************************************************
 ME2542  DESIGNATION -  FAIR
 ME2542  PID         -  ME2542
 ME2542  STATE/COUNTY-  IN/JASPER
 ME2542  COUNTRY     -  US
 ME2542  USGS QUAD   -  PARR (2019)
 ME2542
 ME2542                         *CURRENT SURVEY CONTROL
 ME2542  ______________________________________________________________________
 ME2542* NAD 83(1997) POSITION- 41 05 00.42772(N) 087 14 15.80838(W)   ADJUSTED
 ME2542* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 ME2542  ______________________________________________________________________
 ME2542  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 ME2542  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 ME2542  HORZ ORDER      -  THIRD
 ME2542
 ME2542.The horizontal coordinates were established by classical geodetic methods
 ME2542.and adjusted by the National Geodetic Survey in May 1999.
 ME2542
 ME2542.The orthometric height was scaled from a topographic map.
 ME2542
 ME2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2542.GEOID18 height accuracy estimate available here.
 ME2542
 ME2542.Click photographs - Photos may exist for this station.
 ME2542
 ME2542.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2542
 ME2542. The following values were computed from the NAD 83(1997) position.
 ME2542
 ME2542;                    North         East     Units Scale Factor Converg.
 ME2542;SPC IN W     -   647,837.128   887,027.094   MT  0.99996874   -0 06 05.3
 ME2542;SPC IN W     - 2,125,445.64  2,910,188.06   sFT  0.99996874   -0 06 05.3
 ME2542;UTM  16      - 4,548,048.331   480,032.232   MT  0.99960491   -0 09 22.4
 ME2542
 ME2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2542!SPC IN W     -   0.99997203  x   0.99996874  =   0.99994077
 ME2542!UTM  16      -   0.99997203  x   0.99960491  =   0.99957695
 ME2542
 ME2542:                Primary Azimuth Mark                     Grid Az
 ME2542:SPC IN W     -  FAIR AZ MK                               183 44 51.9
 ME2542:UTM  16      -  FAIR AZ MK                               183 48 09.0
 ME2542
 ME2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8003248048(NAD 83)
 ME2542
 ME2542|---------------------------------------------------------------------|
 ME2542| PID    Reference Object                     Distance      Geod. Az  |
 ME2542|                                                           dddmmss.s |
 ME2542| CM3497 FAIR RM 1                            31.736 METERS 16244     |
 ME2542| CM3496 FAIR AZ MK                                         1833846.6 |
 ME2542| CM3498 FAIR RM 2                            22.938 METERS 25253     |
 ME2542|---------------------------------------------------------------------|
 ME2542
 ME2542                          SUPERSEDED SURVEY CONTROL
 ME2542
 ME2542  NAD 83(1986)-  41 05 00.43184(N)    087 14 15.81662(W) AD(       ) 3
 ME2542  NAD 27      -  41 05 00.30210(N)    087 14 15.71230(W) AD(       ) 3
 ME2542
 ME2542.Superseded values are not recommended for survey control.
 ME2542
 ME2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2542.See file dsdata.pdf to determine how the superseded data were derived.
 ME2542
 ME2542_MARKER: DS = TRIANGULATION STATION DISK
 ME2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2542_STAMPING: FAIR 1952
 ME2542_MARK LOGO: CGS
 ME2542_PROJECTION: FLUSH
 ME2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2542+STABILITY: SURFACE MOTION
 ME2542
 ME2542  HISTORY     - Date     Condition        Report By
 ME2542  HISTORY     - 1952     MONUMENTED       CGS
 ME2542  HISTORY     - 1968     GOOD             CGS
 ME2542
 ME2542                          STATION DESCRIPTION
 ME2542
 ME2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2542'STATION IS LOCATED ON THE PROPERTY OF HENRY STICKLE WHICH IS ABOUT 11
 ME2542'MILES SOUTHEAST OF LAKE VILLAGE AND ABOUT 7 MILES SOUTHWEST OF
 ME2542'DEMOTTE.  IT IS 77 FEET SOUTH OF THE SOUTHWEST CORNER OF MR. STICKLES
 ME2542'HOUSE, 48 FEET EAST OF THE CENTER OF A SAND ROAD AND 25 FEET EAST OF A
 ME2542'WHITE WITNESS POST AND FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2542'STAMPED FAIR 1952.
 ME2542'
 ME2542'REFERENCE MARK NO 1 IS 16 FEET SOUTHWEST OF A 16 INCH OAK TREE AND 3
 ME2542'FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ME2542'IS STAMPED FAIR NO 1 1952.
 ME2542'
 ME2542'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTER OF THE SAND ROAD
 ME2542'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 ME2542'DISK IS STAMPED FAIR NO 2 1952.
 ME2542'
 ME2542'AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF A SAND ROAD, 3 FEET
 ME2542'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2542'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FAIR 1952.
 ME2542'
 ME2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 55,
 ME2542'WHICH IS ABOUT 5 MILES EAST OF LAKE VILLAGE, GO EAST ON HIGHWAY 10 FOR
 ME2542'5.0 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT ON GRAVEL ROAD AND GO
 ME2542'SOUTH FOR 3.9 MILES TO A CROSSROAD.  CONTINUE SOUTH ON A SAND ROAD FOR
 ME2542'0.2 MILE TO MR. STICKLES HOUSE ON THE LEFT AND THE STATION ON THE LEFT
 ME2542'AS DESCRIBED.  CONTINUE SOUTH ON THE SAND ROAD FOR 0.2 MILE TO THE
 ME2542'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2542'
 ME2542'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2542
 ME2542                          STATION RECOVERY (1968)
 ME2542
 ME2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2542'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2542'THE BELOW CHANGES.
 ME2542'
 ME2542'THE STATION MARK IS 1 INCH UNDERGROUND, 42 FEET NORTHEAST OF A 14 INCH
 ME2542'OAK TREE, 32 FEET SOUTH OF AN EAST-WEST FENCE AND 26 FEET EAST OF A
 ME2542'NORTH-SOUTH FENCE.
 ME2542'
 ME2542'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 6 FEET
 ME2542'EAST OF A TRIPLE TRUNK 10 INCH OAK TREE.
 ME2542'
 ME2542'THE AZIMUTH MARK IS 7 FEET SOUTHEAST OF A 24 INCH OAK TREE AND 1 FOOT
 ME2542'NORTH OF A METAL WITNESS POST.
 ME2542'
 ME2542'THE ROAD AT THE STATION IS CO. RD. 1000 N.
 ME2542'
 ME2542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 7 MILES SOUTHWEST
 ME2542'OF DEMOTTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2033 ***********************************************************************
 KA2033  DESIGNATION -  FAIRBANKS RESET
 KA2033  PID         -  KA2033
 KA2033  STATE/COUNTY-  IN/SULLIVAN
 KA2033  COUNTRY     -  US
 KA2033  USGS QUAD   -  FAIRBANKS (2019)
 KA2033
 KA2033                         *CURRENT SURVEY CONTROL
 KA2033  ______________________________________________________________________
 KA2033* NAD 83(1997) POSITION- 39 12 38.64589(N) 087 31 12.99475(W)   ADJUSTED
 KA2033* NAD 83(1997) ELLIP HT-   134.785 (meters)        (05/25/99)   ADJUSTED
 KA2033* NAVD 88 ORTHO HEIGHT -   166.8   (meters)      547.    (feet) VERTCON3
 KA2033  ______________________________________________________________________
 KA2033  GEOID HEIGHT    -        -32.274 (meters)                     GEOID18
 KA2033  NAD 83(1997) X  -    214,108.557 (meters)                     COMP
 KA2033  NAD 83(1997) Y  - -4,944,041.289 (meters)                     COMP
 KA2033  NAD 83(1997) Z  -  4,010,556.651 (meters)                     COMP
 KA2033  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 KA2033  HORZ ORDER      -  THIRD
 KA2033  ELLP ORDER      -  FOURTH    CLASS I
 KA2033
 KA2033.The horizontal coordinates were established by GPS observations
 KA2033.and adjusted by the National Geodetic Survey in May 1999.
 KA2033
 KA2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2033
 KA2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2033.GEOID18 height accuracy estimate available here.
 KA2033
 KA2033.Click photographs - Photos may exist for this station.
 KA2033
 KA2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2033
 KA2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2033
 KA2033.The ellipsoidal height was determined by GPS observations
 KA2033.and is referenced to NAD 83.
 KA2033
 KA2033. The following values were computed from the NAD 83(1997) position.
 KA2033
 KA2033;                    North         East     Units Scale Factor Converg.
 KA2033;SPC IN W     -   439,981.747   862,262.919   MT  0.99998419   -0 16 34.4
 KA2033;SPC IN W     - 1,443,506.78  2,828,940.93   sFT  0.99998419   -0 16 34.4
 KA2033;UTM  16      - 4,340,291.420   455,082.179   MT  0.99962484   -0 19 44.1
 KA2033
 KA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2033!SPC IN W     -   0.99997885  x   0.99998419  =   0.99996304
 KA2033!UTM  16      -   0.99997885  x   0.99962484  =   0.99960370
 KA2033
 KA2033:                Primary Azimuth Mark                     Grid Az
 KA2033:SPC IN W     -  FAIRBANKS AZ MK                          118 23 48.2
 KA2033:UTM  16      -  FAIRBANKS AZ MK                          118 26 57.9
 KA2033
 KA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5508240291(NAD 83)
 KA2033
 KA2033|---------------------------------------------------------------------|
 KA2033| PID    Reference Object                     Distance      Geod. Az  |
 KA2033|                                                           dddmmss.s |
 KA2033| CM3500 FAIRBANKS RM 1                       30.876 METERS 01019     |
 KA2033| CM3502 FAIRBANKS RM 3                       30.894 METERS 01020     |
 KA2033| CM3499 FAIRBANKS AZ MK                                    1180713.8 |
 KA2033| CM3501 FAIRBANKS RM 2                       23.866 METERS 28013     |
 KA2033|---------------------------------------------------------------------|
 KA2033
 KA2033                          SUPERSEDED SURVEY CONTROL
 KA2033
 KA2033  NAD 83(1986)-  39 12 38.65252(N)    087 31 12.98722(W) AD(       ) 3
 KA2033  NAD 83(1986)-  39 12 38.65252(N)    087 31 12.98722(W) AD(       ) 3
 KA2033  NGVD 29 (02/23/89)  166.9    (m)  RAPSU86  model used  GPS OBS        
 KA2033
 KA2033.Superseded values are not recommended for survey control.
 KA2033
 KA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2033.See file dsdata.pdf to determine how the superseded data were derived.
 KA2033
 KA2033_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2033_STAMPING: FAIRBANKS 1947 1986
 KA2033_MARK LOGO: NGS
 KA2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2033+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1990
 KA2033
 KA2033  HISTORY     - Date     Condition        Report By
 KA2033  HISTORY     - 1988     MONUMENTED       NGS
 KA2033  HISTORY     - 19901008 GOOD             NGS
 KA2033
 KA2033                          STATION DESCRIPTION
 KA2033
 KA2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2033'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) WEST FROM U.S.
 KA2033'HIGHWAYS 41 AND 150, 5.6 KM (3.50 MI) EAST FROM ILLINOIS STATE LINE,
 KA2033'1.0 KM (0.60 MI) SOUTH OF FAIRBANKS AND ON HIGHWAY RIGHT-OF-WAY.
 KA2033'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 KA2033'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 KA2033'317-232-5533.
 KA2033'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO SOUTH ON
 KA2033'STATE HIGHWAY 63 FOR 1.0 KM (0.60 MI) TO THE MARK ON THE LEFT NEAR A
 KA2033'LARGE OAK TREE.
 KA2033'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---FAIRBANKS
 KA2033'1947 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER THAT IS FLUSH
 KA2033'WITH THE GROUND.  LOCATED 16.2 M (53.1 FT) EAST FROM CENTER OF STATE
 KA2033'HIGHWAY 63, 11.7 M (38.4 FT) NORTH FROM A LARGE OAK TREE AND 5.5 M
 KA2033'(18.0 FT) WEST FROM A WITNESS POST IN FENCELINE.
 KA2033'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2033'DESCRIBED BY D.A. BOWLING.
 KA2033
 KA2033                          STATION RECOVERY (1990)
 KA2033
 KA2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA2033'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) SOUTH OF FAIRBANKS,
 KA2033'24.1 KM (15.0 MI) SOUTHWEST OF TERRE HAUTE AND ON THE EAST SIDE OF
 KA2033'STATE HIGHWAY 63 ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA
 KA2033'DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE
 KA2033'OFFICE BUILDING, INDIANAPOLIS, IN 48204, PHONE (317)-232-5533.
 KA2033'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO SOUTH ON
 KA2033'STATE HIGHWAY 63 FOR 0.96 KM (0.60 MI) TO THE STATION ON THE LEFT.
 KA2033'THE STATION MAY ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 KA2033'63 AND 48, LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF FAIRBANKS, BY GOING
 KA2033'1.6 KM (1.0 MI) NORTH ON STATE HIGHWAY 63 TO THE STATION ON THE
 KA2033'RIGHT.
 KA2033'THE STATION IS LOCATED 30.9 M (101.4 FT) SOUTH-SOUTHWEST OF RM 3, 23.9
 KA2033'M (78.4 FT) WEST AND ACROSS THE HIGHWAY FROM RM 2, 21.23 M
 KA2033'(69.65 FT) NORTH OF THE NORTH ONE OF TWO 48-INCH OAK TREES, 14.45 M
 KA2033'(47.41 FT) EAST OF THE CENTER OF THE HIGHWAY, 5.53 M (18.14 FT) EAST
 KA2033'OF A WIRE FENCE AND 5.53 M (18.14 FT) EAST OF A FIBERGLASS WITNESS
 KA2033'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2120 ***********************************************************************
 LA2120  DESIGNATION -  FAIRMOUNT
 LA2120  PID         -  LA2120
 LA2120  STATE/COUNTY-  IN/GRANT
 LA2120  COUNTRY     -  US
 LA2120  USGS QUAD   -  FAIRMOUNT (2019)
 LA2120
 LA2120                         *CURRENT SURVEY CONTROL
 LA2120  ______________________________________________________________________
 LA2120* NAD 83(1997) POSITION- 40 25 20.46132(N) 085 40 17.94158(W)   ADJUSTED
 LA2120* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 LA2120  ______________________________________________________________________
 LA2120  GEOID HEIGHT    -        -34.211 (meters)                     GEOID18
 LA2120  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LA2120  HORZ ORDER      -  FIRST
 LA2120
 LA2120.The horizontal coordinates were established by classical geodetic methods
 LA2120.and adjusted by the National Geodetic Survey in May 1999.
 LA2120
 LA2120.The orthometric height was scaled from a topographic map.
 LA2120
 LA2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2120.GEOID18 height accuracy estimate available here.
 LA2120
 LA2120.Click photographs - Photos may exist for this station.
 LA2120
 LA2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2120
 LA2120. The following values were computed from the NAD 83(1997) position.
 LA2120
 LA2120;                    North         East     Units Scale Factor Converg.
 LA2120;SPC IN E     -   574,413.319    99,577.064   MT  0.99996667   -0 00 11.6
 LA2120;SPC IN E     - 1,884,554.36    326,695.75   sFT  0.99996667   -0 00 11.6
 LA2120;UTM  16      - 4,475,482.788   612,687.482   MT  0.99975631   +0 51 41.1
 LA2120
 LA2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2120!SPC IN E     -   0.99996351  x   0.99996667  =   0.99993018
 LA2120!UTM  16      -   0.99996351  x   0.99975631  =   0.99971982
 LA2120
 LA2120:                Primary Azimuth Mark                     Grid Az
 LA2120:SPC IN E     -  FAIRMOUNT AZ MK                          356 26 35.8
 LA2120:UTM  16      -  FAIRMOUNT AZ MK                          355 34 43.1
 LA2120
 LA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1268775482(NAD 83)
 LA2120
 LA2120|---------------------------------------------------------------------|
 LA2120| PID    Reference Object                     Distance      Geod. Az  |
 LA2120|                                                           dddmmss.s |
 LA2120| LA1980 H 204 RESET                          24.986 METERS 06400     |
 LA2120| LA1488 H 204                                21.306 METERS 06631     |
 LA2120| LA2122 FAIRMOUNT MUNICIPAL TANK            APPROX. 1.8 KM 1143144.1 |
 LA2120| CC8677 FAIRMOUNT RM 2                       40.416 METERS 23548     |
 LA2120| CC8676 FAIRMOUNT RM 1                       32.281 METERS 35544     |
 LA2120| CC8675 FAIRMOUNT AZ MK                                    3562624.2 |
 LA2120|---------------------------------------------------------------------|
 LA2120
 LA2120                          SUPERSEDED SURVEY CONTROL
 LA2120
 LA2120  NAD 83(1995)-  40 25 20.46457(N)    085 40 17.95447(W) AD(       ) 1
 LA2120  NAD 83(1986)-  40 25 20.46458(N)    085 40 17.95508(W) AD(       ) 1
 LA2120  NAD 27      -  40 25 20.32290(N)    085 40 18.04140(W) AD(       ) 1
 LA2120
 LA2120.Superseded values are not recommended for survey control.
 LA2120
 LA2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2120.See file dsdata.pdf to determine how the superseded data were derived.
 LA2120
 LA2120_MARKER: DS = TRIANGULATION STATION DISK
 LA2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2120_STAMPING: FAIRMOUNT 1948
 LA2120_MARK LOGO: CGS
 LA2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2120+STABILITY: SURFACE MOTION
 LA2120
 LA2120  HISTORY     - Date     Condition        Report By
 LA2120  HISTORY     - 1948     MONUMENTED       CGS
 LA2120  HISTORY     - 1962     GOOD             CGS
 LA2120  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LA2120
 LA2120                          STATION DESCRIPTION
 LA2120
 LA2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2120'STATION IS LOCATED ABOUT 10 MILES SOUTH OF MARION AND 1 MILE WEST OF
 LA2120'FAIRMOUNT IN THE SOUTHEAST ANGLE FORMED BY STATE HIGHWAYS 26 AND 9.
 LA2120'
 LA2120'IT IS 118 FEET SOUTHEAST OF INTERSECTION, 86 FEET EAST OF CENTER OF
 LA2120'HIGHWAY 9 AND 78 FEET SOUTH OF CENTER OF HIGHWAY 26.  THE MARK
 LA2120'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FAIRMOUNT 1948.
 LA2120'
 LA2120'REFERENCE MARK NO. 1 IS 105.88 FEET NORTH OF STATION.  IT IS 27 FEET
 LA2120'NORTH OF CENTER OF HIGHWAY 26.  THE DISK IS SET FLUSH IN THE TOP OF A
 LA2120'CEMENT CULVERT WHICH PROJECTS ABOUT 1 FOOT AND IS STAMPED FAIRMOUNT NO
 LA2120'1 1948.
 LA2120'
 LA2120'REFERENCE MARK NO. 2 IS 132.60 FEET SOUTHWEST OF STATION.  IT IS 25
 LA2120'FEET WEST OF CENTER OF HIGHWAY 9 AND 1 FOOT EAST OF A FENCE.  THE MARK
 LA2120'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FAIRMOUNT NO 2 1948.
 LA2120'
 LA2120'H 204 (USC AND GS) BM WAS USED AS AN ADDITIONAL REFERENCE MARK.  IT IS
 LA2120'69.90 FEET NORTHEAST OF STATION, 51 FEET SOUTH OF CENTER OF HIGHWAY 26
 LA2120'AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK IS A 12 BY 12 INCH CONCRETE
 LA2120'MARK WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND
 LA2120'GS BRONZE DISK STAMPED H 204 1946.
 LA2120'
 LA2120'AZIMUTH MARK IS 0.5 MILE NORTH OF STATION.  IT IS 48 FEET WEST OF
 LA2120'CENTER OF HIGHWAY 9 AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 LA2120'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FAIRMOUNT 1948.
 LA2120'
 LA2120'TO REACH STATION FROM THE JUNCTION OF THE MAIN STREET AND STATE
 LA2120'HIGHWAY 26 IN FAIRMOUNT, GO WEST ON HIGHWAY 26 FOR 1.0 MILE TO THE
 LA2120'JUNCTION OF STATE HIGHWAY 9 AND STATION ON LEFT IN SOUTHEAST ANGLE AS
 LA2120'DESCRIBED.
 LA2120'
 LA2120'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 9 FOR 0.5 MILE
 LA2120'TO MARK ON LEFT AS DESCRIBED.
 LA2120'
 LA2120'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2120
 LA2120                          STATION RECOVERY (1962)
 LA2120
 LA2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA2120'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION, WITH
 LA2120'THE EXCEPTION OF R.M. NO. 2.  A NEW DESCRIPTION OF R.M. NO. 2 FOLLOWS-
 LA2120'R.M. NO. 2 IS 132.60 FEET SOUTHWEST OF STATION.  IT IS 25 FEET WEST OF
 LA2120'THE CENTER OF HIGHWAY 9 AND IS LOCATED IN A GRASS ISLAND SURROUNDED BY
 LA2120'PAVEMENT.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND
 LA2120'AND IS STAMPED FAIRMOUNT NO 2 1948.
 LA2120
 LA2120                          STATION RECOVERY (1977)
 LA2120
 LA2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2120'TRAFFIC TOO HEAVY TO MEASURE RM 1 TO BM 204 RESET.
 LA2120'
 LA2120'THE STATION MARK AND H 204 BM FOUND WITH THE DISK IN BOTH THE MARKS
 LA2120'BADLY SCARRED AND THE STAMPING ON EACH DISK IN SUCH A POOR CONDITION
 LA2120'THAT NOTHING ON EITHER DISK WAS LEGIBLE.  THE PLUMB POINT ON THE
 LA2120'STATION MARK WAS BARELY VISIBLE THE DISK WAS SOLID AS WAS THE MARK.
 LA2120'THE AZIMUTH MARK AND REFERENCE MARK 1 WAS IN GOOD CONDITION.
 LA2120'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY SERVICE
 LA2120'STATION DRIVEWAY CONSTRUCTION.  A NEW STATION MARK DISK WAS SET
 LA2120'HOLDING THE POINT OF THE OLD DISK.  BENCH MARK H 204 RESET WAS SET AND
 LA2120'THE ELEVATION TRANSFER FROM H 204 1946.  DUE TO THE CONDITION OF H 204
 LA2120'1946 THE DISK AND MARK WERE DESTROYED AFTER ESTABLISHING H 204 RESET
 LA2120'1977.  THE DISTANCE TO REFERENCE MARK 1 WAS LONGER BY 0.03 FOOT, THE
 LA2120'DIRECTION CHECKED.  THE DISTANCE TO H 204 WAS SHORTER BY 0.08 FOOT AND
 LA2120'THE DIRECTION WAS GREATER BY 10 MINUTES AND 11 SECONDS.
 LA2120'
 LA2120'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE ADDITION OF H 204 RESET
 LA2120'AND WITNESS POSTS SET.
 LA2120'
 LA2120'H 204 (NGS) BM USED AS A REFERENCE MARK.  IT IS 41 FEET SOUTH OF THE
 LA2120'CENTERLINE OF HIGHWAY 26, 1 FOOT WEST OF A TELEPHONE POLE, 1 FOOT
 LA2120'SOUTHEAST OF A CONCRETE R-O-W MARKER AND 1 FOOT SOUTH OF A METAL
 LA2120'WITNESS POST.  A STANDARD NGS BENCH MARK DISK IN A CONCRETE POST FLUSH
 LA2120'WITH THE GROUND.  THE DISK IS STAMPED H 204 RESET 1977.
 LA2120'
 LA2120'A METAL WITNESS POST WAS SET 3 FEET EAST OF THE STATION, ADDITIONAL
 LA2120'MEASUREMENTS TO THE STATION ARE--34.5 FEET NORTH NORTHWEST OF A POWER
 LA2120'POLE WITH 3-TRANSFORMERS, 47.8 FEET SOUTH OF THE EAST END OF THE
 LA2120'CONCRETE CULVERT AND 36 FEET WEST OF THE SOUTH END OF A METAL POST OF
 LA2120'A LARGE SIGN FAIRMOUNT.
 LA2120'
 LA2120'THE STATION MARK DISK IS STAMPED FAIRMOUNT 1948 1977.
 LA2120'
 LA2120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 LA2120'FAIRMOUNT.
 LA2120'
 LA2120'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2122 ***********************************************************************
 LA2122  DESIGNATION -  FAIRMOUNT MUNICIPAL TANK
 LA2122  PID         -  LA2122
 LA2122  STATE/COUNTY-  IN/GRANT
 LA2122  COUNTRY     -  US
 LA2122  USGS QUAD   -  FAIRMOUNT (2019)
 LA2122
 LA2122                         *CURRENT SURVEY CONTROL
 LA2122  ______________________________________________________________________
 LA2122* NAD 83(1997) POSITION- 40 24 56.74064(N) 085 39 09.94964(W)   ADJUSTED
 LA2122  ______________________________________________________________________
 LA2122  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 LA2122  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 LA2122  HORZ ORDER      -  THIRD
 LA2122
 LA2122.The horizontal coordinates were established by classical geodetic methods
 LA2122.and adjusted by the National Geodetic Survey in May 1999.
 LA2122
 LA2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2122.GEOID18 height accuracy estimate available here.
 LA2122
 LA2122.Click photographs - Photos may exist for this station.
 LA2122
 LA2122.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2122
 LA2122. The following values were computed from the NAD 83(1997) position.
 LA2122
 LA2122;                    North         East     Units Scale Factor Converg.
 LA2122;SPC IN E     -   573,681.755   101,179.949   MT  0.99996668   +0 00 32.4
 LA2122;SPC IN E     - 1,882,154.22    331,954.55   sFT  0.99996668   +0 00 32.4
 LA2122;UTM  16      - 4,474,775.641   614,300.888   MT  0.99976082   +0 52 24.8
 LA2122
 LA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1430074775(NAD 83)
 LA2122
 LA2122                          SUPERSEDED SURVEY CONTROL
 LA2122
 LA2122  NAD 83(1995)-  40 24 56.74385(N)    085 39 09.96250(W) AD(       ) 3
 LA2122  NAD 83(1986)-  40 24 56.74395(N)    085 39 09.96316(W) AD(       ) 3
 LA2122  NAD 27      -  40 24 56.60200(N)    085 39 10.05200(W) AD(       ) 3
 LA2122
 LA2122.Superseded values are not recommended for survey control.
 LA2122
 LA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2122.See file dsdata.pdf to determine how the superseded data were derived.
 LA2122
 LA2122_MARKER: 53 = ELEVATED TANK
 LA2122
 LA2122  HISTORY     - Date     Condition        Report By
 LA2122  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2122  HISTORY     - 1955     GOOD             CGS
 LA2122
 LA2122                          STATION DESCRIPTION
 LA2122
 LA2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2122'THIS IS AN INTERSECTION STATION.
 LA2122'
 LA2122'STATION IS LOCATED IN THE CITY OF FAIRMOUNT NEAR THE CITY HALL AND
 LA2122'TWO BLOCKS WEST OF
 LA2122'THE MAIN INTERSECTION.  IT IS A STEEL WATER TANK ATOP A FOUR LEGGED
 LA2122'STEEL STRUCTURE.  IT IS ABOUT 150
 LA2122'FEET HIGH AND PAINTED SILVER WITH THE LEGEND FAIRMOUNT WATER
 LA2122'WORKS PAINTED IN LARGE BLACK LETTERS ON THE
 LA2122'EAST AND WEST SIDE OF THE TANK.
 LA2122'
 LA2122'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 LA2122
 LA2122                          STATION RECOVERY (1955)
 LA2122
 LA2122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2122'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1710 ***********************************************************************
 JA1710  DESIGNATION -  FAIRVIEW
 JA1710  PID         -  JA1710
 JA1710  STATE/COUNTY-  IN/LAWRENCE
 JA1710  COUNTRY     -  US
 JA1710  USGS QUAD   -  TUNNELTON (2019)
 JA1710
 JA1710                         *CURRENT SURVEY CONTROL
 JA1710  ______________________________________________________________________
 JA1710* NAD 83(1997) POSITION- 38 52 29.33574(N) 086 20 36.78736(W)   ADJUSTED
 JA1710* NAVD 88 ORTHO HEIGHT -   238.11  (+/-2cm)      781.2   (feet) VERTCON3
 JA1710  ______________________________________________________________________
 JA1710  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 JA1710  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 JA1710  HORZ ORDER      -  SECOND
 JA1710  VERT ORDER      -  THIRD ? (See Below)
 JA1710
 JA1710.The horizontal coordinates were established by classical geodetic methods
 JA1710.and adjusted by the National Geodetic Survey in May 1999.
 JA1710
 JA1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1710
 JA1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1710.GEOID18 height accuracy estimate available here.
 JA1710
 JA1710.The vertical order pertains to the NGVD 29 superseded value.
 JA1710
 JA1710.Click photographs - Photos may exist for this station.
 JA1710
 JA1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1710
 JA1710. The following values were computed from the NAD 83(1997) position.
 JA1710
 JA1710;                    North         East     Units Scale Factor Converg.
 JA1710;SPC IN W     -   402,859.601   964,195.606   MT  1.00001739   +0 27 51.5
 JA1710;SPC IN W     - 1,321,715.21  3,163,365.08   sFT  1.00001739   +0 27 51.5
 JA1710;UTM  16      - 4,303,089.610   556,943.274   MT  0.99963993   +0 24 43.2
 JA1710
 JA1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1710!SPC IN W     -   0.99996784  x   1.00001739  =   0.99998523
 JA1710!UTM  16      -   0.99996784  x   0.99963993  =   0.99960778
 JA1710
 JA1710:                Primary Azimuth Mark                     Grid Az
 JA1710:SPC IN W     -  FAIRVIEW AZ MK                           092 18 13.1
 JA1710:UTM  16      -  FAIRVIEW AZ MK                           092 21 21.4
 JA1710
 JA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5694303089(NAD 83)
 JA1710
 JA1710|---------------------------------------------------------------------|
 JA1710| PID    Reference Object                     Distance      Geod. Az  |
 JA1710|                                                           dddmmss.s |
 JA1710| CG8621 FAIRVIEW AZ MK                                     0924604.6 |
 JA1710| CG8622 FAIRVIEW RM 1                        30.904 METERS 10302     |
 JA1710| CG8623 FAIRVIEW RM 2                        34.546 METERS 35429     |
 JA1710|---------------------------------------------------------------------|
 JA1710
 JA1710                          SUPERSEDED SURVEY CONTROL
 JA1710
 JA1710  NAD 83(1986)-  38 52 29.34049(N)    086 20 36.78873(W) AD(       ) 2
 JA1710  NAD 27      -  38 52 29.15400(N)    086 20 36.83300(W) AD(       ) 2
 JA1710  NGVD 29             238.22   (m)          781.6    (f) LEVELING    3  
 JA1710
 JA1710.Superseded values are not recommended for survey control.
 JA1710
 JA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1710.See file dsdata.pdf to determine how the superseded data were derived.
 JA1710
 JA1710_MARKER: DS = TRIANGULATION STATION DISK
 JA1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1710_STAMPING: FAIRVIEW 1946
 JA1710_MARK LOGO: CGS
 JA1710_PROJECTION: FLUSH
 JA1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1710+STABILITY: SURFACE MOTION
 JA1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1710+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 JA1710
 JA1710  HISTORY     - Date     Condition        Report By
 JA1710  HISTORY     - 1946     MONUMENTED       CGS
 JA1710  HISTORY     - 1965     GOOD             CGS
 JA1710  HISTORY     - 1967     GOOD             CGS
 JA1710  HISTORY     - 20230627 GOOD             INDIV
 JA1710
 JA1710                          STATION DESCRIPTION
 JA1710
 JA1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1710'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF BEDFORD AND ABOUT 3
 JA1710'MILES MILES NORTHEAST OF LEESVILLE BESIDE STATE HIGHWAY 50, IT IS
 JA1710'64 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 54 FEET NORTH OF
 JA1710'THE CENTERLINE OF THE HIGHWAY AND 36 FEET NORTHEAST OF A LARGE
 JA1710'TELEPHONE POLE NO. 1173. THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1710'DISK IS STAMPED FAIRVIEW 1946.
 JA1710'
 JA1710'REFERENCE MARK NO. 1 IS 101.39 FEET EAST OF THE STATION, 33.5 FEET
 JA1710'NORTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF A WIRE
 JA1710'FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1710'STAMPED FAIRVIEW NO 1 1946.
 JA1710'
 JA1710'REFERENCE MARK NO. 2 IS 113.34 FEET NORTH OF THE STATION, 22.5 FEET
 JA1710'NORTH OF THE NORTHEAST CORNER OF THE HOUSE. THE MARK IS FLUSH
 JA1710'WITH THE GROUND AND THE DISK IS STAMPED FAIRVIEW NO 2 1946.
 JA1710'
 JA1710'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 25 FEET SOUTH OF
 JA1710'THE CENTERLINE OF THE HIGHWAY, 11.5 FEET NORTH OF A WIRE FENCE
 JA1710'CORNER AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK
 JA1710'PROJECTS 6 INCHES AND THE DISK IS STAMPED FAIRVIEW 1946.
 JA1710'
 JA1710'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE IN
 JA1710'BEDFORD, GO EAST ON STATE HIGHWAY 50 FOR 7.5 MILES TO THE
 JA1710'FAIRVIEW CABIN CAMP AND THE STATION ON THE HOUSE LAWN.
 JA1710'
 JA1710'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1710
 JA1710                          STATION RECOVERY (1965)
 JA1710
 JA1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JA1710'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JA1710'WERE RECOVERED AS DESCRIBED IN 1946 AND FOUND TO BE IN GOOD
 JA1710'CONDITION.
 JA1710'
 JA1710'THE TOP WAS FOUND BROKEN OFF OF THE AZIMUTH MARK.  NO OBJECTS WERE
 JA1710'VISIBLE FROM THE GROUND SO THE AZIMUTH MARK COULD NOT BE REPLACED
 JA1710'AT THE TIME THE STATION WAS VISITED.
 JA1710'
 JA1710'THE TO REACH THE STATION WAS FOUND ADEQUATE FOR RECOVERY.
 JA1710
 JA1710                          STATION RECOVERY (1967)
 JA1710
 JA1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1710'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 JA1710'FOUND IN GOOD CONDITION AT THIS TIME.
 JA1710'
 JA1710'THE 1965 RECOVERY NOTE STATED THAT THE STATION WAS IN LEESVILLE
 JA1710'COUNTY.  THE STATION IS IN LAWRENCE COUNTY.
 JA1710'
 JA1710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 JA1710'NORTHEAST OF LEESVILLE.
 JA1710
 JA1710                          STATION RECOVERY (2023)
 JA1710
 JA1710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA1710'THE MARK IS AT 5915 US HIGHWAY 50 E. THE OWNER DID GIVE VERBAL
 JA1710'PERMISSION FOR ME TO ENTER HIS YARD AND EXAM THE MARK.  THE OLD HOUSE
 JA1710'64 FT (19.5 M) NORTH OF MARK IS GONE.  THE LARGE WOODEN TELEPHONE POLE
 JA1710'1173 HAS BEEN REPLACED BY A LARGE METAL ELECTRIC POLE #813 1173.  THE
 JA1710'MARK IS 27 FT (8.2 M) NORTHEAST OF METAL POLE #813 1173 AND 20 FT (6.1
 JA1710'M) NORTH OF A CEMENT POST MARKED "IND R/W".  THE MARK WAS EASY TO
 JA1710'FIND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1724 ***********************************************************************
 JA1724  DESIGNATION -  FALKERSON
 JA1724  PID         -  JA1724
 JA1724  STATE/COUNTY-  IN/HARRISON
 JA1724  COUNTRY     -  US
 JA1724  USGS QUAD   -  CRANDALL (2019)
 JA1724
 JA1724                         *CURRENT SURVEY CONTROL
 JA1724  ______________________________________________________________________
 JA1724* NAD 83(1997) POSITION- 38 17 55.58970(N) 086 00 27.69083(W)   ADJUSTED
 JA1724* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 JA1724  ______________________________________________________________________
 JA1724  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 JA1724  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 JA1724  HORZ ORDER      -  SECOND
 JA1724
 JA1724.The horizontal coordinates were established by classical geodetic methods
 JA1724.and adjusted by the National Geodetic Survey in May 1999.
 JA1724
 JA1724.The orthometric height was scaled from a topographic map.
 JA1724
 JA1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1724.GEOID18 height accuracy estimate available here.
 JA1724
 JA1724.Click photographs - Photos may exist for this station.
 JA1724
 JA1724.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1724
 JA1724. The following values were computed from the NAD 83(1997) position.
 JA1724
 JA1724;                    North         East     Units Scale Factor Converg.
 JA1724;SPC IN E     -   338,711.749    70,169.799   MT  0.99997762   -0 12 40.9
 JA1724;SPC IN E     - 1,111,256.80    230,215.42   sFT  0.99997762   -0 12 40.9
 JA1724;UTM  16      - 4,239,431.261   586,768.365   MT  0.99969272   +0 36 54.1
 JA1724
 JA1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1724!SPC IN E     -   0.99996602  x   0.99997762  =   0.99994364
 JA1724!UTM  16      -   0.99996602  x   0.99969272  =   0.99965875
 JA1724
 JA1724:                Primary Azimuth Mark                     Grid Az
 JA1724:SPC IN E     -  FALKERSON AZ MK                          279 11 07.6
 JA1724:UTM  16      -  FALKERSON AZ MK                          278 21 32.6
 JA1724
 JA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8676839431(NAD 83)
 JA1724
 JA1724|---------------------------------------------------------------------|
 JA1724| PID    Reference Object                     Distance      Geod. Az  |
 JA1724|                                                           dddmmss.s |
 JA1724| CG8627 FALKERSON RM 1                       34.083 METERS 07147     |
 JA1724| CG8628 FALKERSON RM 2                       47.884 METERS 16553     |
 JA1724| CG8626 FALKERSON AZ MK                                    2785826.7 |
 JA1724|---------------------------------------------------------------------|
 JA1724
 JA1724                          SUPERSEDED SURVEY CONTROL
 JA1724
 JA1724  NAD 83(1993)-  38 17 55.59042(N)    086 00 27.69227(W) AD(       ) 2
 JA1724  NAD 83(1986)-  38 17 55.59393(N)    086 00 27.69793(W) AD(       ) 2
 JA1724  NAD 27      -  38 17 55.35500(N)    086 00 27.81000(W) AD(       ) 2
 JA1724
 JA1724.Superseded values are not recommended for survey control.
 JA1724
 JA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1724.See file dsdata.pdf to determine how the superseded data were derived.
 JA1724
 JA1724_MARKER: DS = TRIANGULATION STATION DISK
 JA1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1724_STAMPING: FALKERSON 1947
 JA1724_MARK LOGO: CGS
 JA1724_PROJECTION: RECESSED 30 CENTIMETERS
 JA1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1724+STABILITY: SURFACE MOTION
 JA1724
 JA1724  HISTORY     - Date     Condition        Report By
 JA1724  HISTORY     - 1947     MONUMENTED       CGS
 JA1724
 JA1724                          STATION DESCRIPTION
 JA1724
 JA1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1724'THE STATION IS LOCATED BESIDE STATE HIGHWAY 64, ABOUT 5 MILES EAST OF
 JA1724'NEW SALISBURY. IT IS 1.7 MILES WEST OF THE POST OFFICE IN
 JA1724'GEORGETOWN VIA THE HWY., ON LAND OWNED BY MR. C. FALKERSON. THE
 JA1724'MARK IS ABOUT 100 YARDS WEST OF MR.  FALKERSONS HOUSE, 52 FEET
 JA1724'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A CONCRETE
 JA1724'RIGHT-OF-WAY POST, AND 16.5 FEET SOUTH OF A WITNESS POST. THE
 JA1724'MARK IS 12 INCHES UNDERGROUND, AND THE DISK IS STAMPED FALKERSON
 JA1724'1947.
 JA1724'
 JA1724'REFERENCE MARK NO. 1 IS 111.82 FEET EAST-NORTHEAST OF THE STATION, 36
 JA1724'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 JA1724'OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 JA1724'FALKERSON NO 1 1947.
 JA1724'
 JA1724'REFERENCE MARK NO. 2 IS 157.10 FEET SOUTH-SOUTHEAST OF THE STATION
 JA1724'AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK PROJECTS 4
 JA1724'INCHES, AND THE DISK IS STAMPED FALKERSON NO 2 1947.
 JA1724'
 JA1724'THE AZIMUTH MARK IS 1.5 MILES WEST OF THE STATION VIA THE HIGHWAY. IT
 JA1724'IS 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 JA1724'EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY, 11.8 FEET EAST OF A
 JA1724'CONCRETE RIGHT-OF-WAY POST, AND 2 FEET EAST OF A WITNESS POST.
 JA1724'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FALKERSON 1947.
 JA1724'
 JA1724'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1605 ***********************************************************************
 HZ1605  DESIGNATION -  FALL
 HZ1605  PID         -  HZ1605
 HZ1605  STATE/COUNTY-  IN/CLARK
 HZ1605  COUNTRY     -  US
 HZ1605  USGS QUAD   -  OWEN (2019)
 HZ1605
 HZ1605                         *CURRENT SURVEY CONTROL
 HZ1605  ______________________________________________________________________
 HZ1605* NAD 83(1997) POSITION- 38 29 50.69085(N) 085 33 41.79016(W)   ADJUSTED
 HZ1605* NAVD 88 ORTHO HEIGHT -   209.632 (meters)      687.77  (feet) ADJUSTED
 HZ1605  ______________________________________________________________________
 HZ1605  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 HZ1605  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 HZ1605  DYNAMIC HEIGHT  -        209.491 (meters)      687.31  (feet) COMP
 HZ1605  MODELED GRAVITY -    979,952.1   (mgal)                       NAVD 88
 HZ1605
 HZ1605  HORZ ORDER      -  SECOND
 HZ1605  VERT ORDER      -  FIRST     CLASS II
 HZ1605
 HZ1605.The horizontal coordinates were established by classical geodetic methods
 HZ1605.and adjusted by the National Geodetic Survey in May 1999.
 HZ1605
 HZ1605.The orthometric height was determined by differential leveling and
 HZ1605.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1605.in June 1991.
 HZ1605
 HZ1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1605.GEOID18 height accuracy estimate available here.
 HZ1605
 HZ1605.Click photographs - Photos may exist for this station.
 HZ1605
 HZ1605.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1605
 HZ1605.The dynamic height is computed by dividing the NAVD 88
 HZ1605.geopotential number by the normal gravity value computed on the
 HZ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1605.degrees latitude (g = 980.6199 gals.).
 HZ1605
 HZ1605.The modeled gravity was interpolated from observed gravity values.
 HZ1605
 HZ1605. The following values were computed from the NAD 83(1997) position.
 HZ1605
 HZ1605;                    North         East     Units Scale Factor Converg.
 HZ1605;SPC IN E     -   360,710.976   109,164.548   MT  0.99996770   +0 03 55.4
 HZ1605;SPC IN E     - 1,183,432.59    358,150.69   sFT  0.99996770   +0 03 55.4
 HZ1605;SPC KY1Z     - 1,240,197.156 1,516,433.900   MT  0.99996359   +0 06 56.4
 HZ1605;SPC KY1Z     - 4,068,880.17  4,975,166.89   sFT  0.99996359   +0 06 56.4
 HZ1605;SPC KY N     -   111,524.937   385,588.873   MT  0.99996222   -0 48 57.3
 HZ1605;SPC KY N     -   365,894.73  1,265,052.83   sFT  0.99996222   -0 48 57.3
 HZ1605;UTM  16      - 4,261,986.683   625,432.171   MT  0.99979375   +0 53 43.7
 HZ1605
 HZ1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1605!SPC IN E     -   0.99997238  x   0.99996770  =   0.99994008
 HZ1605!SPC KY1Z     -   0.99997238  x   0.99996359  =   0.99993598
 HZ1605!SPC KY N     -   0.99997238  x   0.99996222  =   0.99993461
 HZ1605!UTM  16      -   0.99997238  x   0.99979375  =   0.99976614
 HZ1605
 HZ1605:                Primary Azimuth Mark                     Grid Az
 HZ1605:SPC IN E     -  FALL AZ MK                               235 25 12.6
 HZ1605:SPC KY1Z     -  FALL AZ MK                               235 22 11.6
 HZ1605:SPC KY N     -  FALL AZ MK                               236 18 05.3
 HZ1605:UTM  16      -  FALL AZ MK                               234 35 24.3
 HZ1605
 HZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2543261986(NAD 83)
 HZ1605
 HZ1605|---------------------------------------------------------------------|
 HZ1605| PID    Reference Object                     Distance      Geod. Az  |
 HZ1605|                                                           dddmmss.s |
 HZ1605| HZ1603 FALL RM 1                            24.829 METERS 05445     |
 HZ1605| HZ2115 INDIANA ORD WKS TANK 2402 5         APPROX. 3.6 KM 2070007.4 |
 HZ1605| HZ2114 INDIANA ORD WKS TANK 2510 3         APPROX. 3.5 KM 2071315.9 |
 HZ1605| HZ2120 INDIANA ORD WKS TANK 2402 3         APPROX. 5.4 KM 2165052.7 |
 HZ1605| HZ2119 INDIANA ORD WKS TANK 2510 1         APPROX. 5.4 KM 2170004.3 |
 HZ1605| HZ1606 FALL AZ MK                                         2352908.0 |
 HZ1605| HZ1604 FALL RM 2                            28.724 METERS 32552     |
 HZ1605|---------------------------------------------------------------------|
 HZ1605
 HZ1605                          SUPERSEDED SURVEY CONTROL
 HZ1605
 HZ1605  NAD 83(1993)-  38 29 50.69130(N)    085 33 41.78974(W) AD(       ) 2
 HZ1605  NAD 83(1986)-  38 29 50.69446(N)    085 33 41.79605(W) AD(       ) 2
 HZ1605  NAD 27      -  38 29 50.46800(N)    085 33 41.93800(W) AD(       ) 2
 HZ1605  NGVD 29 (??/??/92)  209.790  (m)          688.29   (f) ADJ UNCH    1 2
 HZ1605  NGVD 29             209.79   (m)          688.3    (f) LEVELING    3  
 HZ1605
 HZ1605.Superseded values are not recommended for survey control.
 HZ1605
 HZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1605.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1605
 HZ1605_MARKER: DS = TRIANGULATION STATION DISK
 HZ1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1605_STAMPING: FALL 1947
 HZ1605_MARK LOGO: CGS
 HZ1605_PROJECTION: FLUSH
 HZ1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1605+STABILITY: SURFACE MOTION
 HZ1605
 HZ1605  HISTORY     - Date     Condition        Report By
 HZ1605  HISTORY     - 1947     MONUMENTED       CGS
 HZ1605  HISTORY     - 1965     GOOD             CGS
 HZ1605  HISTORY     - 1965     GOOD             CGS
 HZ1605  HISTORY     - 20130717 MARK NOT FOUND   INDOT
 HZ1605
 HZ1605                          STATION DESCRIPTION
 HZ1605
 HZ1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1605'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 62, ABOUT
 HZ1605'6-1/2 MILES NORTHEAST OF CHARLESTOWN, AND 4-1/2 MILES
 HZ1605'SOUTH-SOUTHWEST OF NEW WASHINGTON. IT IS 65.8 FEET EAST OF THE CENTER
 HZ1605'OF THE CROSSROAD INTERSECTION, 38.6 FEET SOUTHEAST OF THE
 HZ1605'CENTERLINE OF THE HIGHWAY, AND 52 FEET NORTHEAST OF THE APPROXIMATE
 HZ1605'CENTERLINE OF THE PAVED ROAD. THE MARK IS FLUSH WITH THE
 HZ1605'GROUND, AND THE DISK IS STAMPED FALL 1947.
 HZ1605'
 HZ1605'REFERENCE MARK NO. 1 IS 81.46 FEET NORTHEAST OF THE STATION, 39 FEET
 HZ1605'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 HZ1605'SOUTH OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ1605'STAMPED FALL NO 1 1947.
 HZ1605'
 HZ1605'REFERENCE MARK NO. 2 IS 94.25 FEET NORTHWEST OF THE STATION, 56.5
 HZ1605'FEET NORTHEAST OF THE APPROXIMATE CENTERLINEOF THE PAVED ROAD, 56
 HZ1605'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH
 HZ1605'OF A WIRE FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ1605'STAMPED FALL NO 2 1947.
 HZ1605'
 HZ1605'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION VIA STATE
 HZ1605'HIGHWAY 62, 30.8 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HZ1605'8.6 FEET SOUTHEAST OF A WIRE FENCE AND A TELEPHONE POLE, AND 1.6 FEET
 HZ1605'NORTHEAST OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE
 HZ1605'DISK IS STAMPED FALL 1947.
 HZ1605'
 HZ1605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ1605'CHARLESTOWN, GO NORTHEAST OF THE LATTER FOR 6.65 MILES TO A
 HZ1605'CROSSROAD INTERSECTION AND THE STATION IN THE NORTHEAST ANGLE OF THE
 HZ1605'INTERSECTION.
 HZ1605'
 HZ1605'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1605
 HZ1605                          STATION RECOVERY (1965)
 HZ1605
 HZ1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1605'THE STATION MARK, STAMPED FALL 1947, IS ABOUT 5.1 MILES SOUTHWEST
 HZ1605'ALONG STATE HIGHWAY 62 FROM THE SCHOOLHOUSE AT NEW
 HZ1605'WASHINGTON, AT AN INTERSECTION OF THE HIGHWAY AND VESTA ROAD LEADING
 HZ1605'SOUTHEAST AND OSCAR LONG ROAD LEADING NORTHWEST, 38-1/2
 HZ1605'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET EAST OF THE
 HZ1605'CENTER OF THE INTERSECTION, 52 FEET NORTHEAST OF THE CENTERLINE
 HZ1605'OF VESTA ROAD, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 HZ1605'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1605'CONCRETE POST FLUSH WITH THE GROUND.
 HZ1605'
 HZ1605'R.M. 1, STAMPED FALL NO 1 1947, IS 81.4 FEET NORTHEAST OF THE STATION
 HZ1605'MARK, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1
 HZ1605'FOOT NORTHWEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HZ1605'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HZ1605'INCHES.
 HZ1605'
 HZ1605'R.M. 2, STAMPED FALL NO 2 1947, IS 94.2 FEET NORTHWEST AND ACROSS THE
 HZ1605'HIGHWAY FROM THE STATION MARK, 56 FEET NORTHWEST OF THE
 HZ1605'CENTER LINE OF THE HIGHWAY, 56-1/2 FEET NORTHEAST OF THE CENTERLINE
 HZ1605'OF OSCAR LONG ROAD, 1 FOOT SOUTH OF A FENCE, ABOUT 2 FEET ABOVE
 HZ1605'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1605'PROJECTING 6 INCHES.
 HZ1605
 HZ1605                          STATION RECOVERY (1965)
 HZ1605
 HZ1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1605'5.1 MI SW FROM NEW WASHINGTON.
 HZ1605'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HZ1605'SCHOOLHOUSE AT NEW WASHINGTON, AT AN INTERSECTION OF THE HIGHWAY
 HZ1605'AND VESTA ROAD LEADING SOUTHEAST AND OSCAR LONG ROAD LEADING
 HZ1605'NORTHWEST, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HZ1605'HIGHWAY, 66 FEET EAST OF THE CENTER OF THE INTERSECTION, 52
 HZ1605'FEET NORTHEAST OF THE CENTER LINE OF VESTA ROAD, 0.9 FOOT SOUTHEAST
 HZ1605'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HZ1605'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1605'GROUND.
 HZ1605
 HZ1605                          STATION RECOVERY (2013)
 HZ1605
 HZ1605'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1605'MARK NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1606 ***********************************************************************
 HZ1606  DESIGNATION -  FALL AZ MK
 HZ1606  PID         -  HZ1606
 HZ1606  STATE/COUNTY-  IN/CLARK
 HZ1606  COUNTRY     -  US
 HZ1606  USGS QUAD   -  OWEN (2019)
 HZ1606
 HZ1606                         *CURRENT SURVEY CONTROL
 HZ1606  ______________________________________________________________________
 HZ1606* NAD 83(1986) POSITION- 38 29 36.     (N) 085 34 07.     (W)   SCALED
 HZ1606* NAVD 88 ORTHO HEIGHT -   206.910 (meters)      678.84  (feet) ADJUSTED
 HZ1606  ______________________________________________________________________
 HZ1606  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 HZ1606  DYNAMIC HEIGHT  -        206.771 (meters)      678.38  (feet) COMP
 HZ1606  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 HZ1606
 HZ1606  VERT ORDER      -  FIRST     CLASS II
 HZ1606
 HZ1606.The horizontal coordinates were scaled from a map and have
 HZ1606.an estimated accuracy of +/- 6 seconds.
 HZ1606
 HZ1606.The orthometric height was determined by differential leveling and
 HZ1606.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1606.in June 1991.
 HZ1606
 HZ1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1606.GEOID18 height accuracy estimate available here.
 HZ1606
 HZ1606.Click photographs - Photos may exist for this station.
 HZ1606
 HZ1606.The dynamic height is computed by dividing the NAVD 88
 HZ1606.geopotential number by the normal gravity value computed on the
 HZ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1606.degrees latitude (g = 980.6199 gals.).
 HZ1606
 HZ1606.The modeled gravity was interpolated from observed gravity values.
 HZ1606
 HZ1606;                    North         East    Units  Estimated Accuracy
 HZ1606;SPC IN E     -   360,260.      108,550.      MT  (+/- 180 meters Scaled)
 HZ1606
 HZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH248615(NAD 83)
 HZ1606
 HZ1606                          SUPERSEDED SURVEY CONTROL
 HZ1606
 HZ1606  NGVD 29 (??/??/92)  207.068  (m)          679.36   (f) ADJ UNCH    1 2
 HZ1606
 HZ1606.Superseded values are not recommended for survey control.
 HZ1606
 HZ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1606.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1606
 HZ1606_MARKER: DZ = AZIMUTH MARK DISK
 HZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1606_STAMPING: FALL 1947
 HZ1606_MARK LOGO: CGS
 HZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1606+STABILITY: SURFACE MOTION
 HZ1606
 HZ1606  HISTORY     - Date     Condition        Report By
 HZ1606  HISTORY     - 1947     MONUMENTED       CGS
 HZ1606  HISTORY     - 1965     GOOD             CGS
 HZ1606
 HZ1606                          STATION DESCRIPTION
 HZ1606
 HZ1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1606'5.6 MI SW FROM NEW WASHINGTON.
 HZ1606'ABOUT 5.55 MILES SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HZ1606'SCHOOLHOUSE AT NEW WASHINGTON, OR 6.3 MILES NORTHEAST ALONG STATE
 HZ1606'HIGHWAY 6 FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 3 AT CHARLESTON,
 HZ1606'ON THE NORTHEAST SLOPE OF A SMALL HILL, ACROSS THE HIGHWAY FROM
 HZ1606'A PRIVATE DRIVEWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 HZ1606'HIGHWAY, 9 1/2 FEET SOUTHEAST OF A POWER POLE, 8 1/2 FEET SOUTHEAST
 HZ1606'OF A FENCE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 HZ1606'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1606'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1603 ***********************************************************************
 HZ1603  DESIGNATION -  FALL RM 1
 HZ1603  PID         -  HZ1603
 HZ1603  STATE/COUNTY-  IN/CLARK
 HZ1603  COUNTRY     -  US
 HZ1603  USGS QUAD   -  OWEN (2019)
 HZ1603
 HZ1603                         *CURRENT SURVEY CONTROL
 HZ1603  ______________________________________________________________________
 HZ1603* NAD 83(1986) POSITION- 38 29 51.16   (N) 085 33 40.95   (W)   HD_HELD1
 HZ1603* NAVD 88 ORTHO HEIGHT -   210.906 (meters)      691.95  (feet) ADJUSTED
 HZ1603  ______________________________________________________________________
 HZ1603  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 HZ1603  DYNAMIC HEIGHT  -        210.765 (meters)      691.48  (feet) COMP
 HZ1603  MODELED GRAVITY -    979,952.1   (mgal)                       NAVD 88
 HZ1603
 HZ1603  VERT ORDER      -  FIRST     CLASS II
 HZ1603
 HZ1603.The horizontal coordinates were determined by differentially corrected
 HZ1603.hand held GPS observations or other comparable positioning techniques
 HZ1603.and have an estimated accuracy of +/- 3 meters.
 HZ1603
 HZ1603.The orthometric height was determined by differential leveling and
 HZ1603.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1603.in June 1991.
 HZ1603
 HZ1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1603.GEOID18 height accuracy estimate available here.
 HZ1603
 HZ1603.Click photographs - Photos may exist for this station.
 HZ1603
 HZ1603.The dynamic height is computed by dividing the NAVD 88
 HZ1603.geopotential number by the normal gravity value computed on the
 HZ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1603.degrees latitude (g = 980.6199 gals.).
 HZ1603
 HZ1603.The modeled gravity was interpolated from observed gravity values.
 HZ1603
 HZ1603;                    North         East    Units  Estimated Accuracy
 HZ1603;SPC IN E     -   360,725.5     109,184.9     MT  (+/- 3 meters HH1 GPS) 
 HZ1603
 HZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2545262001(NAD 83)
 HZ1603
 HZ1603                          SUPERSEDED SURVEY CONTROL
 HZ1603
 HZ1603  NGVD 29 (??/??/92)  211.064  (m)          692.47   (f) ADJ UNCH    1 2
 HZ1603
 HZ1603.Superseded values are not recommended for survey control.
 HZ1603
 HZ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1603.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1603
 HZ1603_MARKER: DR = REFERENCE MARK DISK
 HZ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1603_STAMPING: FALL NO 1 1947
 HZ1603_MARK LOGO: CGS
 HZ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1603+STABILITY: SURFACE MOTION
 HZ1603
 HZ1603  HISTORY     - Date     Condition        Report By
 HZ1603  HISTORY     - 1947     MONUMENTED       CGS
 HZ1603  HISTORY     - 1965     GOOD             CGS
 HZ1603
 HZ1603                          STATION DESCRIPTION
 HZ1603
 HZ1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1603'5.1 MI SW FROM NEW WASHINGTON.
 HZ1603'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOLHOUSE
 HZ1603'AT NEW WASHINGTON, AT AN INTERSECTION OF THE HIGHWAY AND VESTA
 HZ1603'ROAD LEADING SOUTHEAST AND OSCAR LONG ROAD LEADING NORTHWEST,
 HZ1603'81.4 FEET NORTHEAST OF FALL 1947, 39 FEET SOUTHEAST OF THE CENTER
 HZ1603'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, ABOUT 2 FEET
 HZ1603'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1603'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1604 ***********************************************************************
 HZ1604  DESIGNATION -  FALL RM 2
 HZ1604  PID         -  HZ1604
 HZ1604  STATE/COUNTY-  IN/CLARK
 HZ1604  COUNTRY     -  US
 HZ1604  USGS QUAD   -  OWEN (2019)
 HZ1604
 HZ1604                         *CURRENT SURVEY CONTROL
 HZ1604  ______________________________________________________________________
 HZ1604* NAD 83(1986) POSITION- 38 29 51.46   (N) 085 33 42.46   (W)   HD_HELD1
 HZ1604* NAVD 88 ORTHO HEIGHT -   210.560 (meters)      690.81  (feet) ADJUSTED
 HZ1604  ______________________________________________________________________
 HZ1604  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 HZ1604  DYNAMIC HEIGHT  -        210.419 (meters)      690.35  (feet) COMP
 HZ1604  MODELED GRAVITY -    979,952.1   (mgal)                       NAVD 88
 HZ1604
 HZ1604  VERT ORDER      -  FIRST     CLASS II
 HZ1604
 HZ1604.The horizontal coordinates were determined by differentially corrected
 HZ1604.hand held GPS observations or other comparable positioning techniques
 HZ1604.and have an estimated accuracy of +/- 3 meters.
 HZ1604
 HZ1604.The orthometric height was determined by differential leveling and
 HZ1604.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1604.in June 1991.
 HZ1604
 HZ1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1604.GEOID18 height accuracy estimate available here.
 HZ1604
 HZ1604.Click photographs - Photos may exist for this station.
 HZ1604
 HZ1604.The dynamic height is computed by dividing the NAVD 88
 HZ1604.geopotential number by the normal gravity value computed on the
 HZ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1604.degrees latitude (g = 980.6199 gals.).
 HZ1604
 HZ1604.The modeled gravity was interpolated from observed gravity values.
 HZ1604
 HZ1604;                    North         East    Units  Estimated Accuracy
 HZ1604;SPC IN E     -   360,734.7     109,148.3     MT  (+/- 3 meters HH1 GPS) 
 HZ1604
 HZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2541562010(NAD 83)
 HZ1604
 HZ1604                          SUPERSEDED SURVEY CONTROL
 HZ1604
 HZ1604  NGVD 29 (??/??/92)  210.718  (m)          691.33   (f) ADJ UNCH    1 2
 HZ1604
 HZ1604.Superseded values are not recommended for survey control.
 HZ1604
 HZ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1604.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1604
 HZ1604_MARKER: DR = REFERENCE MARK DISK
 HZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1604_STAMPING: FALL NO 2 1947
 HZ1604_MARK LOGO: CGS
 HZ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1604+STABILITY: SURFACE MOTION
 HZ1604
 HZ1604  HISTORY     - Date     Condition        Report By
 HZ1604  HISTORY     - 1947     MONUMENTED       CGS
 HZ1604  HISTORY     - 1965     GOOD             CGS
 HZ1604
 HZ1604                          STATION DESCRIPTION
 HZ1604
 HZ1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1604'5.1 MI SW FROM NEW WASHINGTON.
 HZ1604'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE
 HZ1604'SCHOOLHOUSE AT NEW WASHINGTON, AT AN INTERSECTION OF THE HIGHWAY
 HZ1604'AND VESTA ROAD LEADING SOUTHEAST AND OSCAR LONG ROAD LEADING
 HZ1604'NORTHWEST, 94.2 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM FALL
 HZ1604'1947, 56 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 1/2
 HZ1604'FEET NORTHEAST OF THE CENTER LINE OF OSCAR LONG ROAD, 1 FOOT
 HZ1604'SOUTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HZ1604'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4646 ***********************************************************************
 DM4646  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4646  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4646  DESIGNATION -  FALLS CITY CORS ARP
 DM4646  CORS_ID     -  INFC
 DM4646  PID         -  DM4646
 DM4646  STATE/COUNTY-  IN/CLARK
 DM4646  COUNTRY     -  US
 DM4646  USGS QUAD   -  JEFFERSONVILLE (2019)
 DM4646
 DM4646                         *CURRENT SURVEY CONTROL
 DM4646  ______________________________________________________________________
 DM4646* NAD 83(2011) POSITION- 38 20 48.31567(N) 085 44 58.82997(W)   ADJUSTED
 DM4646* NAD 83(2011) ELLIP HT-   110.589 (meters)        (04/??/25)   ADJUSTED
 DM4646* NAD 83(2011) EPOCH   -  2010.00
 DM4646* NAVD 88 ORTHO HEIGHT -   144.03  (meters)      472.5   (feet) GPS OBS
 DM4646  ______________________________________________________________________
 DM4646  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DM4646  GEOID HEIGHT    -        -33.442 (meters)                     GEOID12B
 DM4646  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 DM4646  NAD 83(2011) X  -    371,217.590 (meters)                     COMP
 DM4646  NAD 83(2011) Y  - -4,994,952.643 (meters)                     COMP
 DM4646  NAD 83(2011) Z  -  3,935,770.947 (meters)                     COMP
 DM4646
 DM4646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4646  Standards:
 DM4646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4646  -------------------------------------------------------------------
 DM4646  NETWORK    0.13   0.18           0.06   0.04   0.09     -0.28050000
 DM4646  -------------------------------------------------------------------
 DM4646
 DM4646.The coordinates were established by GPS observations
 DM4646.and adjusted by the National Geodetic Survey in April 2025.
 DM4646
 DM4646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4646.been affixed to the stable North American Tectonic Plate. 
 DM4646
 DM4646.The coordinates are valid at the epoch date displayed above
 DM4646.which is a decimal equivalence of Year/Month/Day.
 DM4646
 DM4646.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4646.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4646.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4646.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4646.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4646.published epoch of 2010.00.
 DM4646
 DM4646.Additional information on MYCS is available at:
 DM4646.https://geodesy.noaa.gov/CORS/index.shtml
 DM4646
 DM4646.The orthometric height was determined by GPS observations and a
 DM4646.high-resolution geoid model using precise GPS observation and
 DM4646.processing techniques.
 DM4646
 DM4646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4646.GEOID18 height accuracy estimate available here.
 DM4646
 DM4646.The PID for the CORS L1 Phase Center is DS2875.
 DM4646
 DM4646.Click photographs - Photos may exist for this station.
 DM4646
 DM4646.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4646
 DM4646.The ellipsoidal height was determined by GPS observations
 DM4646.and is referenced to NAD 83.
 DM4646
 DM4646. The following values were computed from the NAD 83(2011) position.
 DM4646
 DM4646;                    North         East     Units Scale Factor Converg.
 DM4646;SPC IN E     -   343,985.655    92,743.879   MT  0.99996731   -0 03 05.4
 DM4646;SPC IN E     - 1,128,559.60    304,277.21   sFT  0.99996731   -0 03 05.4
 DM4646;UTM  16      - 4,245,028.963   609,258.306   MT  0.99974701   +0 46 32.9
 DM4646
 DM4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4646!SPC IN E     -   0.99998265  x   0.99996731  =   0.99994996
 DM4646!UTM  16      -   0.99998265  x   0.99974701  =   0.99972966
 DM4646
 DM4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0925845028(NAD 83)
 DM4646
 DM4646                          SUPERSEDED SURVEY CONTROL
 DM4646
 DM4646  NAD 83(2011)-  38 20 48.31567(N)    085 44 58.82993(W) AD(2010.00) c
 DM4646  ELLIP H (06/??/19)  110.589  (m)                       GP(2010.00) c c
 DM4646  NAD 83(2011)-  38 20 48.31573(N)    085 44 58.83021(W) AD(2010.00) c
 DM4646  NAD 83(2011)-  38 20 48.31558(N)    085 44 58.83009(W) AD(2010.00) c
 DM4646  ELLIP H (08/??/11)  110.577  (m)                       GP(2010.00) c c
 DM4646  NAD 83(CORS)-  38 20 48.31609(N)    085 44 58.83108(W) AD(2002.00) c
 DM4646  ELLIP H (12/??/10)  110.563  (m)                       GP(2002.00) c c
 DM4646
 DM4646.Superseded values are not recommended for survey control.
 DM4646
 DM4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4646.See file dsdata.pdf to determine how the superseded data were derived.
 DM4646
 DM4646_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4646
 DM4646                          STATION DESCRIPTION
 DM4646
 DM4646'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4646'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4646'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4646'AND LOG FILES ACCESSIBLE AT:
 DM4646'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1683 ***********************************************************************
 JA1683  DESIGNATION -  FARABEE
 JA1683  PID         -  JA1683
 JA1683  STATE/COUNTY-  IN/WASHINGTON
 JA1683  COUNTRY     -  US
 JA1683  USGS QUAD   -  SALEM (2019)
 JA1683
 JA1683                         *CURRENT SURVEY CONTROL
 JA1683  ______________________________________________________________________
 JA1683* NAD 83(1997) POSITION- 38 32 25.95567(N) 086 02 01.81528(W)   ADJUSTED
 JA1683* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 JA1683  ______________________________________________________________________
 JA1683  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 JA1683  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JA1683  HORZ ORDER      -  THIRD
 JA1683
 JA1683.The horizontal coordinates were established by classical geodetic methods
 JA1683.and adjusted by the National Geodetic Survey in May 1999.
 JA1683
 JA1683.The orthometric height was scaled from a topographic map.
 JA1683
 JA1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1683.GEOID18 height accuracy estimate available here.
 JA1683
 JA1683.Click photographs - Photos may exist for this station.
 JA1683
 JA1683.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1683
 JA1683. The following values were computed from the NAD 83(1997) position.
 JA1683
 JA1683;                    North         East     Units Scale Factor Converg.
 JA1683;SPC IN E     -   365,557.097    67,989.645   MT  0.99997928   -0 13 43.6
 JA1683;SPC IN E     - 1,199,331.91    223,062.69   sFT  0.99997928   -0 13 43.6
 JA1683;UTM  16      - 4,266,234.541   584,200.965   MT  0.99968731   +0 36 07.3
 JA1683
 JA1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1683!SPC IN E     -   0.99996291  x   0.99997928  =   0.99994219
 JA1683!UTM  16      -   0.99996291  x   0.99968731  =   0.99965023
 JA1683
 JA1683:                Primary Azimuth Mark                     Grid Az
 JA1683:SPC IN E     -  FARABEE AZ MK                            331 38 35.6
 JA1683:UTM  16      -  FARABEE AZ MK                            330 48 44.7
 JA1683
 JA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8420066234(NAD 83)
 JA1683
 JA1683|---------------------------------------------------------------------|
 JA1683| PID    Reference Object                     Distance      Geod. Az  |
 JA1683|                                                           dddmmss.s |
 JA1683| JA1684 FARABEE 2                             3.761 METERS 05749     |
 JA1683| CG8630 FARABEE RM 1                         24.448 METERS 06738     |
 JA1683| CG8631 FARABEE RM 2                         21.899 METERS 17609     |
 JA1683| CG8629 FARABEE AZ MK                                      3312452.0 |
 JA1683|---------------------------------------------------------------------|
 JA1683
 JA1683                          SUPERSEDED SURVEY CONTROL
 JA1683
 JA1683  NAD 83(1993)-  38 32 25.95799(N)    086 02 01.81590(W) AD(       ) 3
 JA1683  NAD 83(1986)-  38 32 25.95952(N)    086 02 01.82025(W) AD(       ) 3
 JA1683  NAD 27      -  38 32 25.75100(N)    086 02 01.91300(W) AD(       ) 3
 JA1683
 JA1683.Superseded values are not recommended for survey control.
 JA1683
 JA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1683.See file dsdata.pdf to determine how the superseded data were derived.
 JA1683
 JA1683_MARKER: DS = TRIANGULATION STATION DISK
 JA1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1683_STAMPING: FARABEE 1946
 JA1683_MARK LOGO: CGS
 JA1683_PROJECTION: FLUSH
 JA1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1683+STABILITY: SURFACE MOTION
 JA1683
 JA1683  HISTORY     - Date     Condition        Report By
 JA1683  HISTORY     - 1946     MONUMENTED       CGS
 JA1683  HISTORY     - 1948     SEE DESCRIPTION  CGS
 JA1683
 JA1683                          STATION DESCRIPTION
 JA1683
 JA1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1683'THIS STATION IS BESIDE STATE HIGHWAY 60, ABOUT 5-1/2 MILES SOUTHEAST
 JA1683'OF SALEM AND 1-1/4 MILES SOUTHWEST FROM FARABEE STATION ON THE
 JA1683'RAILROAD. IT IS AT THE TOP OF A LOW DIVIDE IN A TIMBER AREA, 71 FEET
 JA1683'EAST OF THE CENTERLINE OF THE HIGHWAY AND 8 FEET EAST OF A
 JA1683'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1683'STAMPED FARABEE 1946.
 JA1683'
 JA1683'REFERENCE MARK NO. 1 IS 80.21 FEET EAST OF THE STATION, 18 FEET NORTH
 JA1683'OF A 2-FOOT BEECH TREE WITH A TRIANGLE BLAZE ON IT. THE MARK IS
 JA1683'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FARABEE NO 1 1946.
 JA1683'
 JA1683'REFERENCE MARK NO. 2 IS 71.85 FEET SOUTH OF THE STATION, 35 FEET EAST
 JA1683'OF THE CENTERLINE OF THE HIGHWAY. THE MARK IS FLUSH WITH THE
 JA1683'GROUND AND THE DISK IS STAMPED FARABEE NO 2 1946.
 JA1683'
 JA1683'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 45 FEET
 JA1683'SOUTHEAST OF A TELEPHONE POLE NO. 1159, 21 FEET EAST OF THE
 JA1683'CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A WHITE WITNESS POST AND
 JA1683'1 FOOT EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND AND
 JA1683'THE DISK IS STAMPED FARABEE 1946.
 JA1683'
 JA1683'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 60 WHICH IS 0.2
 JA1683'MILE SOUTH OF THE CITY SQUARE IN SALEM, GO EAST AND SOUTH ON THE
 JA1683'LATTER FOR 6.1 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE SOUTH FOR
 JA1683'0.4 MILE TO A PROMINENT WHITE ROCK ON THE RIGHT. THE STATION IS
 JA1683'OPPOSITE THE ROCK AND EAST OF THE HIGHWAY.
 JA1683'
 JA1683'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1683
 JA1683                          STATION RECOVERY (1948)
 JA1683
 JA1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 JA1683'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1683'CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAS BEEN DESTROYED
 JA1683'DUE TO CLEARING OF THE LAND. THE STATION MARK AND REFERENCE MARK NO.
 JA1683'2 ARE TO BE DESTROYED DUE TO HIGHWAY CONSTRUCTION. A NEW
 JA1683'STATION FARABEE 2 AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AT
 JA1683'THIS TIME AND THEN THE STATION AND REFERENCE MARK NO. 2 WERE
 JA1683'DESTROYED.
 JA1683'
 JA1683'NOTE - OBSERVATIONS TO FARABEE 2 AND FARABEE R.M. NO. 2 1946.
 JA1683'
 JA1683'TRIANGULATION STATION DISK STAMPED FARABEE 1946 AND REFERENCE MARK
 JA1683'DISK STAMPED FARABEE NO 2 1946 RECEIVED AT THIS OFFICE 7/2/48.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1684 ***********************************************************************
 JA1684  DESIGNATION -  FARABEE 2
 JA1684  PID         -  JA1684
 JA1684  STATE/COUNTY-  IN/WASHINGTON
 JA1684  COUNTRY     -  US
 JA1684  USGS QUAD   -  SALEM (2019)
 JA1684
 JA1684                         *CURRENT SURVEY CONTROL
 JA1684  ______________________________________________________________________
 JA1684* NAD 83(1997) POSITION- 38 32 26.02065(N) 086 02 01.68385(W)   NO CHECK
 JA1684* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 JA1684  ______________________________________________________________________
 JA1684  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 JA1684  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JA1684  HORZ ORDER      -  THIRD
 JA1684
 JA1684.The horizontal coordinates were established by classical geodetic methods
 JA1684.and adjusted by the National Geodetic Survey in May 1999.
 JA1684
 JA1684.No horizontal observational check was made to the station.
 JA1684
 JA1684.The orthometric height was scaled from a topographic map.
 JA1684
 JA1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1684.GEOID18 height accuracy estimate available here.
 JA1684
 JA1684.Click photographs - Photos may exist for this station.
 JA1684
 JA1684.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1684
 JA1684. The following values were computed from the NAD 83(1997) position.
 JA1684
 JA1684;                    North         East     Units Scale Factor Converg.
 JA1684;SPC IN E     -   365,559.088    67,992.836   MT  0.99997928   -0 13 43.5
 JA1684;SPC IN E     - 1,199,338.44    223,073.16   sFT  0.99997928   -0 13 43.5
 JA1684;UTM  16      - 4,266,236.577   584,204.125   MT  0.99968731   +0 36 07.4
 JA1684
 JA1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1684!SPC IN E     -   0.99996291  x   0.99997928  =   0.99994219
 JA1684!UTM  16      -   0.99996291  x   0.99968731  =   0.99965023
 JA1684
 JA1684:                Primary Azimuth Mark                     Grid Az
 JA1684:SPC IN E     -  FARABEE AZ MK                            331 17 01.0
 JA1684:UTM  16      -  FARABEE AZ MK                            330 27 10.1
 JA1684
 JA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8420466236(NAD 83)
 JA1684
 JA1684|---------------------------------------------------------------------|
 JA1684| PID    Reference Object                     Distance      Geod. Az  |
 JA1684|                                                           dddmmss.s |
 JA1684| CG8633 FARABEE 2 RM 4                       40.593 METERS 22511     |
 JA1684| JA1683 FARABEE                               3.761 METERS 23749     |
 JA1684| CG8629 FARABEE AZ MK                                      3310317.5 |
 JA1684| CG8632 FARABEE 2 RM 3                       30.785 METERS 33209     |
 JA1684|---------------------------------------------------------------------|
 JA1684
 JA1684                          SUPERSEDED SURVEY CONTROL
 JA1684
 JA1684  NAD 83(1993)-  38 32 26.02298(N)    086 02 01.68447(W) AD(       ) 3
 JA1684  NAD 83(1986)-  38 32 26.02450(N)    086 02 01.68882(W) AD(       ) 3
 JA1684  NAD 27      -  38 32 25.81600(N)    086 02 01.78200(W) AD(       ) 3
 JA1684
 JA1684.Superseded values are not recommended for survey control.
 JA1684
 JA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1684.See file dsdata.pdf to determine how the superseded data were derived.
 JA1684
 JA1684_MARKER: DS = TRIANGULATION STATION DISK
 JA1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1684_STAMPING: FARABEE 2 1948
 JA1684_MARK LOGO: CGS
 JA1684_PROJECTION: FLUSH
 JA1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1684+STABILITY: SURFACE MOTION
 JA1684
 JA1684  HISTORY     - Date     Condition        Report By
 JA1684  HISTORY     - 1948     MONUMENTED       CGS
 JA1684  HISTORY     - 1967     GOOD             CGS
 JA1684
 JA1684                          STATION DESCRIPTION
 JA1684
 JA1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 JA1684'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SALEM ON THE EAST SIDE
 JA1684'OF HIGHWAY 60 AND ON THE NORTH EDGE OF A WOODS OWNED BY THE
 JA1684'STATE HIGHWAY COMMISSION. IT IS 65 FEET NORTH OF THE CENTER OF THE
 JA1684'HIGHWAY, 20 FEET WEST OF A 24 INCH OAK TREE AND 12.34 FEET EAST
 JA1684'OF OLD STATION FARABEE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1684'DISK IS STAMPED FARABEE 2 1948.
 JA1684'
 JA1684'REFERENCE MARK NO. 3 IS 101.00 FEET NORTHWEST OF THE STATION. IT IS
 JA1684'65 FEET NORTH OF THE CENTER OF THE HIGHWAY. THE MARK IS FLUSH
 JA1684'WITH THE GROUND AND THE DISK IS STAMPED FARABEE 2 NO 3 1948.
 JA1684'
 JA1684'REFERENCE MARK NO. 4 IS 133.18 FEET NORTHWEST OF THE STATION. IT IS
 JA1684'65 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND ONE FOOT
 JA1684'NORTHWEST OF A TELEPHONE POLE. THE MARK IS FLUSH WITH THE GROUND AND
 JA1684'THE DISK IS STAMPED FARABEE 2 NO 4 1948.
 JA1684'
 JA1684'THE AZIMUTH MARK TO STATION FARABEE 1946 WAS USED FOR THIS STATION
 JA1684'AND IS ABOUT 0.5 MILE NORTHWEST OF THE STATION ON AN OLD SECTION
 JA1684'OF HIGHWAY 60. IT IS 45 FEET SOUTHEAST OF TELEPHONE POLE NO. 1159, 21
 JA1684'FEET SOUTHEAST OF THE CENTER OF THE ROAD AND 1.5 FEET SOUTH OF A
 JA1684'WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1684'STAMPED FARABEE 1946.
 JA1684'
 JA1684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 135
 JA1684'WHICH IS ABOUT 0.2 MILE SOUTH OF THE CITY SQUARE IN SALEM, GO
 JA1684'SOUTHEASTERLY ON HIGHWAY 60 FOR ABOUT 5.5 MILES TO THE STATION ON THE
 JA1684'LEFT.
 JA1684'
 JA1684'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON THE
 JA1684'HIGHWAY FOR 0.5 MILE TO WHERE THE OLD HIGHWAY FORKS LEFT AND
 JA1684'THE AZIMUTH MARK AS DESCRIBED.
 JA1684'
 JA1684'NOTE - DUE TO THE CONSTRUCTION OF THE NEW HIGHWAY THE TO REACH IS
 JA1684'ONLY APPROX. MILEAGE.
 JA1684'
 JA1684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1684
 JA1684                          STATION RECOVERY (1967)
 JA1684
 JA1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1684'THE STATION MARK, REFERENCE MARKS 3 AND 4 ALONG WITH THE AZIMUTH
 JA1684'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 JA1684'24 INCH OAK TREE AT THE STATION SITE IS GONE.  THE BELOW CHANGES
 JA1684'SHOULD BE MADE TO THE ORIGINAL DESCRIPTION.
 JA1684'
 JA1684'THE STATION MARK IS 87 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JA1684'FRAME HOUSE, 30 FEET NORTHWEST OF A 24 INCH OAK TREE, 1 FOOT EAST OF
 JA1684'A METAL WITNESS POST, IN THE NORTHWEST CORNER OF A LAWN AND ON THE
 JA1684'PROPERTY OF MR. BATAVIA GORNS.
 JA1684'
 JA1684'REFERENCE MARK 3 IS 1 FOOT NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 JA1684'MARKER AND 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JA1684'
 JA1684'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A WIRE FENCE AND 2 INCHES BELOW
 JA1684'THE SURFACE OF THE GROUND.
 JA1684'
 JA1684'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 JA1684'ROAD INSTEAD OF SOUTHEAST, 1 FOOT NORTH OF A METAL WITNESS POST AND
 JA1684'ABOUT 100 FEET NORTHWEST OF THE INTERSECTION OF THE PAVED ROAD AND
 JA1684'HIGHWAY 60.
 JA1684'
 JA1684'THE UNDERGROUND DISK FOR STATION FARABEE 1946 WAS FOUND ON TOP OF
 JA1684'GROUND NEAR THE STATION SITE AT THIS TIME.
 JA1684'
 JA1684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 JA1684'OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2162 ***********************************************************************
 HZ2162  DESIGNATION -  FARM
 HZ2162  PID         -  HZ2162
 HZ2162  STATE/COUNTY-  IN/CLARK
 HZ2162  COUNTRY     -  US
 HZ2162  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2162
 HZ2162                         *CURRENT SURVEY CONTROL
 HZ2162  ______________________________________________________________________
 HZ2162* NAD 83(1997) POSITION- 38 24 35.56642(N) 085 40 11.40675(W)   ADJUSTED
 HZ2162* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 HZ2162  ______________________________________________________________________
 HZ2162  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 HZ2162  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 HZ2162  HORZ ORDER      -  SECOND
 HZ2162
 HZ2162.The horizontal coordinates were established by classical geodetic methods
 HZ2162.and adjusted by the National Geodetic Survey in May 1999.
 HZ2162
 HZ2162.The orthometric height was scaled from a topographic map.
 HZ2162
 HZ2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2162.GEOID18 height accuracy estimate available here.
 HZ2162
 HZ2162.Click photographs - Photos may exist for this station.
 HZ2162
 HZ2162.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2162
 HZ2162. The following values were computed from the NAD 83(1997) position.
 HZ2162
 HZ2162;                    North         East     Units Scale Factor Converg.
 HZ2162;SPC IN E     -   350,989.293    99,723.265   MT  0.99996667   -0 00 07.1
 HZ2162;SPC IN E     - 1,151,537.37    327,175.41   sFT  0.99996667   -0 00 07.1
 HZ2162;SPC KY1Z     - 1,230,467.224 1,507,001.338   MT  0.99994821   +0 02 57.2
 HZ2162;SPC KY1Z     - 4,036,957.88  4,944,220.22   sFT  0.99994821   +0 02 57.2
 HZ2162;SPC KY N     -   101,949.661   375,999.229   MT  0.99996258   -0 52 59.6
 HZ2162;SPC KY N     -   334,479.85  1,233,590.80   sFT  0.99996258   -0 52 59.6
 HZ2162;UTM  16      - 4,252,131.219   616,134.321   MT  0.99976610   +0 49 35.4
 HZ2162
 HZ2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2162!SPC IN E     -   0.99997673  x   0.99996667  =   0.99994340
 HZ2162!SPC KY1Z     -   0.99997673  x   0.99994821  =   0.99992494
 HZ2162!SPC KY N     -   0.99997673  x   0.99996258  =   0.99993931
 HZ2162!UTM  16      -   0.99997673  x   0.99976610  =   0.99974283
 HZ2162
 HZ2162:                Primary Azimuth Mark                     Grid Az
 HZ2162:SPC IN E     -  FARM AZ MK                               223 40 41.8
 HZ2162:SPC KY1Z     -  FARM AZ MK                               223 37 37.5
 HZ2162:SPC KY N     -  FARM AZ MK                               224 33 34.3
 HZ2162:UTM  16      -  FARM AZ MK                               222 50 59.3
 HZ2162
 HZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1613452131(NAD 83)
 HZ2162
 HZ2162|---------------------------------------------------------------------|
 HZ2162| PID    Reference Object                     Distance      Geod. Az  |
 HZ2162|                                                           dddmmss.s |
 HZ2162| CG8638 FARM RM 1                            72.932 METERS 14353     |
 HZ2162| CG8637 FARM AZ MK                                         2234034.7 |
 HZ2162| CG8639 FARM RM 2                            26.344 METERS 27625     |
 HZ2162|---------------------------------------------------------------------|
 HZ2162
 HZ2162                          SUPERSEDED SURVEY CONTROL
 HZ2162
 HZ2162  NAD 83(1993)-  38 24 35.56670(N)    085 40 11.40672(W) AD(       ) 2
 HZ2162  NAD 83(1986)-  38 24 35.56979(N)    085 40 11.41320(W) AD(       ) 2
 HZ2162  NAD 27      -  38 24 35.33600(N)    085 40 11.55000(W) AD(       ) 2
 HZ2162
 HZ2162.Superseded values are not recommended for survey control.
 HZ2162
 HZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2162.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2162
 HZ2162_MARKER: DS = TRIANGULATION STATION DISK
 HZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2162_STAMPING: FARM 1947
 HZ2162_MARK LOGO: CGS
 HZ2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2162+STABILITY: SURFACE MOTION
 HZ2162
 HZ2162  HISTORY     - Date     Condition        Report By
 HZ2162  HISTORY     - 1947     MONUMENTED       CGS
 HZ2162  HISTORY     - 1964     GOOD             CGS
 HZ2162
 HZ2162                          STATION DESCRIPTION
 HZ2162
 HZ2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2162'STATION IS LOCATED ON LAND OWNED BY THE GOVERNMENT, ABOUT 4-1/4 MILES
 HZ2162'EAST-SOUTHEAST OF SELLERSBURG, AND 2-1/2 MILES SOUTH OF
 HZ2162'CHARLESTOWN. IT IS ABOUT 0.3 MILE EAST OF STATE HIGHWAY 62, 0.2 MILE
 HZ2162'SOUTH -SOUTHEAST OF A BIG BRICK BUILDING LOCALLY KNOWN AS
 HZ2162'THE BACHELORS CLUB, 241 FEET NORTHWEST OF THE INDIANA ORDNANCE PLANT
 HZ2162'10-FOOT HIGH WIRE FENCE, 172 FEET NORTHWEST OF A 3-FOOT
 HZ2162'LOCUST TREE, AND 7.8 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK
 HZ2162'PROJECTS 4 INCHES, AND THE DISK IS STAMPED FARM 1947.
 HZ2162'
 HZ2162'REFERENCE MARK NO. 1 IS 239.28 FEET SOUTH-SOUTHEAST OF THE STATION,
 HZ2162'66 FEET SOUTH OF A 3-FOOT LOCUST TREE, AND 1 FOOT NORTHWEST
 HZ2162'OF THE INDIANA ORDNANCE PLANT 10-FOOT HIGH WIRE FENCE. THE MARK
 HZ2162'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FARM NO 1 1947.
 HZ2162'
 HZ2162'REFERENCE MARK NO. 2 IS 86.43 FEET WEST OF THE STATION, SLOPE
 HZ2162'MEASUREMENT. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2162'FARM NO 2 1947.
 HZ2162'
 HZ2162'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTHWEST OF THE STATION,
 HZ2162'58.2 FEET WEST OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE
 HZ2162'OF STATE HIGHWAY 62, 3.6 FEET SOUTH OF POWERLINE POLE NO. 110, AND
 HZ2162'2.4 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 HZ2162'THE DISK IS STAMPED FARM 1947.
 HZ2162'
 HZ2162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ2162'CHARLESTOWN, GO SOUTH ON THE LATTER FOR 2 MILES TO A SIDE ROAD ON
 HZ2162'THE LEFT. AT THIS POINT THE AZIMUTH MARK IS 0.5 MILE SOUTH ON THE
 HZ2162'RIGHT SIDE OF THE HIGHWAY. TURN LEFT, EAST, AND GO 0.1 MILE TO
 HZ2162'THE BACHELORS CLUB, CONTINUE EAST TO THE LEFT OF THE BUILDING AND
 HZ2162'SOUTHEAST ACROSS THE FIELD FOR ABOUT 0.2 MILE TO THE HIGHEST
 HZ2162'POINT OF THE HILL AT A GROUP OF DEAD CEDER TREE AND THE STATION.
 HZ2162'
 HZ2162'NOTE- THIS STATION REPLACES LUTZ 2 1933.
 HZ2162'
 HZ2162'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2162
 HZ2162                          STATION RECOVERY (1964)
 HZ2162
 HZ2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HZ2162'STATION IS LOCATED ON LAND OWNED BY THE GOVERNMENT, ABOUT 4-1/4 MI.
 HZ2162'EAST-SOUTHEAST OF SELLERSBURG, AND 2-1/2 MI.  SOUTH OF
 HZ2162'CHARLESTOWN. IT IS ABOUT 0.3 MI. EAST OF STATE HWY. 62, 0.2 MI.
 HZ2162'SOUTH-SOUTHEAST OF A BIG BRICK BUILDING LOCALLY KNOWN AS THE
 HZ2162'BACHELORS CLUB. 241 FEET NORTHWEST OF THE INDIANA ORDNANCE PLANT 10
 HZ2162'FOOT HIGH WIRE FENCE 172 FEET NORTHWEST OF A 3 FOOT LOCUST
 HZ2162'TREE, AND 7.8 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK
 HZ2162'PROJECTS 4 INCHES, AND THE DISK IS STAMPED FARM 1947. REFERENCE
 HZ2162'MARK NO. 1 IS 239.28 FEET SOUTH-SOUTHEAST OF THE STATION, 66 FEET
 HZ2162'SOUTH OF A 3 FOOT LOCUST TREE, AND 1 FOOT NORTHWEST OF THE
 HZ2162'INDIANA ORDNANCE PLANT, 10 FOOT HIGH WIRE FENCE. THE MARK
 HZ2162'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FARM NO 1 1947. REFERENCE
 HZ2162'MARK NO 2 IS 86.43 FEET WEST OF THE STATION SLOPE
 HZ2162'MEASUREMENT. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED FARM
 HZ2162'NO 2 1947. AZIMUTH MARK IS APPROXIMATELY 0.45 MILES SOUTHWEST OF
 HZ2162'THE STATION, 58.2 FEET WEST OF THE CENTER OF THE SOUTH BOUND TRAFFIC
 HZ2162'OF STATE HWY. 62 - 3.6 FEET SOUTH OF POWERLINE POLE NO. 110, AND
 HZ2162'2.4 FEET NORTH OF WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2162'DISK IS STAMPED FARM 1947. TO REACH THE STATION FROM THE
 HZ2162'JUNCTION OF STATE HIGHWAY 3 AND 62 IN CHARLESTON, GO SOUTH ON
 HZ2162'THE LATTER FOR 2 MILES TO A SIDE ROAD ON THE LEFT. AT THIS POINT THE
 HZ2162'AZIMUTH MARK IS 0.5 MILE SOUTH ON THE RIGHT SIDE OF THE HIGHWAY.
 HZ2162'TURN LEFT, EAST, AND GO 0.1 MILE TO THE BACHELORS CLUB, CONTINUE EAST
 HZ2162'TO THE LEFT OF THE BUILDING AND SOUTHEAST ACROSS THE FIELD FOR
 HZ2162'ABOUT 0.2 MILES TO THE HIGHEST POINT OF THE HILL AT A GROUP OF DEAD
 HZ2162'CIDER TREE AND THE STATION. STATION RECOVERED AS DESCRIBED
 HZ2162'FROM ORIGINAL DESCRIPTION. EXCEPT THE WHITE WITNESS POST HAS BEEN
 HZ2162'KNOCKED OVER. THE STATION MARKER AND RM 1 AND 2 WERE FOUND IN GOOD
 HZ2162'CONDITION. ALL THREE MARKS ARE IN 10 X 10 INCH SQUARE
 HZ2162'CONCRETE POSTS AND EXTEND ABOUT 6 INCHES ABOVE GROUND LEVEL, VIEW
 HZ2162'FROM T-2 TRIPOD IS BLOCKED BY TREES FROM NORTH TO 180 DEGREES
 HZ2162'SOUTH. NO SEARCH WAS MADE FOR THE AZIMUTH MARK. BRONZE DISC IN
 HZ2162'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1991 ***********************************************************************
 KA1991  DESIGNATION -  FARMERS
 KA1991  PID         -  KA1991
 KA1991  STATE/COUNTY-  IN/GREENE
 KA1991  COUNTRY     -  US
 KA1991  USGS QUAD   -  ARNEY (2019)
 KA1991
 KA1991                         *CURRENT SURVEY CONTROL
 KA1991  ______________________________________________________________________
 KA1991* NAD 83(1997) POSITION- 39 09 48.03918(N) 086 55 43.12489(W)   ADJUSTED
 KA1991* NAVD 88 ORTHO HEIGHT -   199.48  (+/-2cm)      654.5   (feet) VERTCON3
 KA1991  ______________________________________________________________________
 KA1991  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 KA1991  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 KA1991  HORZ ORDER      -  THIRD
 KA1991  VERT ORDER      -  THIRD ? (See Below)
 KA1991
 KA1991.The horizontal coordinates were established by classical geodetic methods
 KA1991.and adjusted by the National Geodetic Survey in May 1999.
 KA1991
 KA1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1991
 KA1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1991.GEOID18 height accuracy estimate available here.
 KA1991
 KA1991.The vertical order pertains to the NGVD 29 superseded value.
 KA1991
 KA1991.Click photographs - Photos may exist for this station.
 KA1991
 KA1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1991
 KA1991. The following values were computed from the NAD 83(1997) position.
 KA1991
 KA1991;                    North         East     Units Scale Factor Converg.
 KA1991;SPC IN W     -   434,641.076   913,368.718   MT  0.99996887   +0 05 51.7
 KA1991;SPC IN W     - 1,425,984.93  2,996,610.54   sFT  0.99996887   +0 05 51.7
 KA1991;UTM  16      - 4,334,905.745   506,164.454   MT  0.99960047   +0 02 42.2
 KA1991
 KA1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1991!SPC IN W     -   0.99997385  x   0.99996887  =   0.99994272
 KA1991!UTM  16      -   0.99997385  x   0.99960047  =   0.99957433
 KA1991
 KA1991:                Primary Azimuth Mark                     Grid Az
 KA1991:SPC IN W     -  FARMERS AZ MK                            308 43 16.7
 KA1991:UTM  16      -  FARMERS AZ MK                            308 46 26.2
 KA1991
 KA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0616434905(NAD 83)
 KA1991
 KA1991|---------------------------------------------------------------------|
 KA1991| PID    Reference Object                     Distance      Geod. Az  |
 KA1991|                                                           dddmmss.s |
 KA1991| CC8679 FARMERS RM 1                         35.795 METERS 07126     |
 KA1991| CC8678 FARMERS AZ MK                                      3084908.4 |
 KA1991| CC8680 FARMERS RM 2                         27.691 METERS 33043     |
 KA1991|---------------------------------------------------------------------|
 KA1991
 KA1991                          SUPERSEDED SURVEY CONTROL
 KA1991
 KA1991  NAD 83(1986)-  39 09 48.04441(N)    086 55 43.12152(W) AD(       ) 3
 KA1991  NAD 27      -  39 09 47.88670(N)    086 55 43.09570(W) AD(       ) 3
 KA1991  NGVD 29             199.61   (m)          654.9    (f) LEVELING    3  
 KA1991
 KA1991.Superseded values are not recommended for survey control.
 KA1991
 KA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1991.See file dsdata.pdf to determine how the superseded data were derived.
 KA1991
 KA1991_MARKER: DS = TRIANGULATION STATION DISK
 KA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1991_STAMPING: FARMERS 1947
 KA1991_MARK LOGO: CGS
 KA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1991+STABILITY: SURFACE MOTION
 KA1991
 KA1991  HISTORY     - Date     Condition        Report By
 KA1991  HISTORY     - 1947     MONUMENTED       CGS
 KA1991  HISTORY     - 20080527 MARK NOT FOUND   INDNR
 KA1991
 KA1991                          STATION DESCRIPTION
 KA1991
 KA1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1991'STA. IS 4.9 MILES SOUTHWEST OF THE POST OFFICE IN FREEDOM VIA STATE
 KA1991'HIGHWAY 67 ON HIGHWAY RIGHT-OF-WAY, 0.25 MILE SOUTH OF THE
 KA1991'OWEN-GREENE COUNTY LINE, 40 FEET NORTH OF CENTERLINE OF HIGHWAY, AND
 KA1991'5 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 8
 KA1991'INCHES, AND THE DISK IS STAMPED FARMERS 1947.
 KA1991'
 KA1991'REFERENCE MARK NO. 1 IS 117.44 FEET EAST-NORTHEAST OF STATION AND 37
 KA1991'FT. N OF CENTERLINE OF HWY. 67. THE MARK PROJECTS 6
 KA1991'INCHES, AND THE DISK IS STAMPED FARMERS NO 1 1947.
 KA1991'
 KA1991'REFERENCE MK. NO. 2 IS 90.85 FT. NNW OF STA. AND 21 FT. SE OF APPROX.
 KA1991'CL OF GRAVELED RD. THE MARK PROJECTS 6 IN., AND THE DISK IS STAMPED
 KA1991'FARMERS NO 2 1947.
 KA1991'
 KA1991'AZ. MK. IS 0.3 MI. NW OF STA., 18 FT. W OF APPROX.CL OF GRAVELED RD.,
 KA1991'AND 1 FT. S OF A WHITE WITNESS POST. THE MARK PROJECTS 7 INCHES,
 KA1991'AND THE DISK IS STAMPED FARMERS 1947.
 KA1991'
 KA1991'TO REACH AZ. MK. FROM STA., GO W ON ST. HWY. 67 FOR 0.25 MI. TO SIDE
 KA1991'RD. RT., TURN RT. AND GO 0.35 MI. TO MK. ON LEFT.  HEIGHT OF LIGHT
 KA1991'ABOVE STATION MARK - 30 METERS.
 KA1991
 KA1991                          STATION RECOVERY (2008)
 KA1991
 KA1991'RECOVERY NOTE BY IN DEPT OF NAT RES 2008
 KA1991'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1830 ***********************************************************************
 KA1830  DESIGNATION -  FARMERSBURG
 KA1830  PID         -  KA1830
 KA1830  STATE/COUNTY-  IN/SULLIVAN
 KA1830  COUNTRY     -  US
 KA1830  USGS QUAD   -  PIMENTO (2019)
 KA1830
 KA1830                         *CURRENT SURVEY CONTROL
 KA1830  ______________________________________________________________________
 KA1830* NAD 83(1997) POSITION- 39 15 11.91920(N) 087 23 20.44437(W)   ADJUSTED
 KA1830* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 KA1830  ______________________________________________________________________
 KA1830  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 KA1830  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 KA1830  HORZ ORDER      -  SECOND
 KA1830
 KA1830.The horizontal coordinates were established by classical geodetic methods
 KA1830.and adjusted by the National Geodetic Survey in May 1999.
 KA1830
 KA1830.The orthometric height was scaled from a topographic map.
 KA1830
 KA1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1830.GEOID18 height accuracy estimate available here.
 KA1830
 KA1830.Click photographs - Photos may exist for this station.
 KA1830
 KA1830.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1830
 KA1830. The following values were computed from the NAD 83(1997) position.
 KA1830
 KA1830;                    North         East     Units Scale Factor Converg.
 KA1830;SPC IN W     -   444,661.932   873,615.659   MT  0.99997523   -0 11 36.3
 KA1830;SPC IN W     - 1,458,861.69  2,866,187.37   sFT  0.99997523   -0 11 36.3
 KA1830;UTM  16      - 4,344,959.476   466,435.128   MT  0.99961387   -0 14 46.1
 KA1830
 KA1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1830!SPC IN W     -   0.99997797  x   0.99997523  =   0.99995320
 KA1830!UTM  16      -   0.99997797  x   0.99961387  =   0.99959185
 KA1830
 KA1830:                Primary Azimuth Mark                     Grid Az
 KA1830:SPC IN W     -  FARMERSBURG AZ MK                        180 25 55.9
 KA1830:UTM  16      -  FARMERSBURG AZ MK                        180 29 05.7
 KA1830
 KA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6643544959(NAD 83)
 KA1830
 KA1830|---------------------------------------------------------------------|
 KA1830| PID    Reference Object                     Distance      Geod. Az  |
 KA1830|                                                           dddmmss.s |
 KA1830| KA1827 FARMERSBURG MUNICIPAL TANK          APPROX. 1.2 KM 0894405.6 |
 KA1830| CM3504 FARMERSBURG RM 1                     30.501 METERS 16918     |
 KA1830| CM3503 FARMERSBURG AZ MK                                  1801419.6 |
 KA1830| KA1810 SHELBURN MUNICIPAL TANK             APPROX. 8.5 KM 1831807.7 |
 KA1830| CM3505 FARMERSBURG RM 2                     32.979 METERS 27925     |
 KA1830|---------------------------------------------------------------------|
 KA1830
 KA1830                          SUPERSEDED SURVEY CONTROL
 KA1830
 KA1830  NAD 83(1986)-  39 15 11.92578(N)    087 23 20.43821(W) AD(       ) 2
 KA1830  NAD 27      -  39 15 11.78150(N)    087 23 20.36900(W) AD(       ) 2
 KA1830
 KA1830.Superseded values are not recommended for survey control.
 KA1830
 KA1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1830.See file dsdata.pdf to determine how the superseded data were derived.
 KA1830
 KA1830_MARKER: DS = TRIANGULATION STATION DISK
 KA1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1830_STAMPING: FARMERSBURG 1947
 KA1830_MARK LOGO: CGS
 KA1830_PROJECTION: FLUSH
 KA1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1830+STABILITY: SURFACE MOTION
 KA1830
 KA1830  HISTORY     - Date     Condition        Report By
 KA1830  HISTORY     - 1947     MONUMENTED       CGS
 KA1830
 KA1830                          STATION DESCRIPTION
 KA1830
 KA1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1830'THE STATION IS LOCATED BESIDE U.S. HIGHWAY 41, IN THE SOUTHWEST EDGE
 KA1830'OF FARMERSBURG, AND ON LAND OWNED BY MR. RAY DILLS. IT IS
 KA1830'ABOUT 75 YARDS SOUTH OF THE JUNCTION OF THE MAIN STREET AND U.S.
 KA1830'HIGHWAY 41, 62.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 KA1830'THE HAUGERS SERVICE STATION, GULF PRODUCTS, 44.3 FEET WEST OF THE
 KA1830'CENTERLINE OF THE HIGH- WAY, AND 28 FEET SOUTHEAST OF POWERLINE
 KA1830'POLE NO. 260-266. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1830'STAMPED FARMERSBURG 1947.
 KA1830'
 KA1830'REFERENCE MARK NO. 1 IS 100.07 FEET SOUTH-SOUTHEAST OF THE STATION
 KA1830'AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. THE
 KA1830'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FARMERSBURG NO
 KA1830'1 1947.
 KA1830'
 KA1830'REFERENCE MARK NO 2 IS 108.20 FEET WEST-NORTHWEST OF THE STATION AND
 KA1830'27 FEET EAST OF A POWERLINE POLE. THE MARK IS FLUSH WITH THE
 KA1830'GROUND, AND THE DISK IS STAMPED FARMERSBURG NO 2 1947.
 KA1830'
 KA1830'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION VIA U.S. HIGHWAY
 KA1830'41, 26.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5
 KA1830'FEET NORTHWEST OF A TELEPHONE POLE, AND 3 FEET WEST OF A WITNESS
 KA1830'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1830'STAMPED FARMERSBURG 1947.
 KA1830'
 KA1830'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1827 ***********************************************************************
 KA1827  DESIGNATION -  FARMERSBURG MUNICIPAL TANK
 KA1827  PID         -  KA1827
 KA1827  STATE/COUNTY-  IN/SULLIVAN
 KA1827  COUNTRY     -  US
 KA1827  USGS QUAD   -  LEWIS (2019)
 KA1827
 KA1827                         *CURRENT SURVEY CONTROL
 KA1827  ______________________________________________________________________
 KA1827* NAD 83(1997) POSITION- 39 15 12.10151(N) 087 22 28.88695(W)   ADJUSTED
 KA1827  ______________________________________________________________________
 KA1827  GEOID HEIGHT    -        -32.453 (meters)                     GEOID18
 KA1827  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 KA1827  HORZ ORDER      -  THIRD
 KA1827
 KA1827.The horizontal coordinates were established by classical geodetic methods
 KA1827.and adjusted by the National Geodetic Survey in May 1999.
 KA1827
 KA1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1827.GEOID18 height accuracy estimate available here.
 KA1827
 KA1827.Click photographs - Photos may exist for this station.
 KA1827
 KA1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1827
 KA1827. The following values were computed from the NAD 83(1997) position.
 KA1827
 KA1827;                    North         East     Units Scale Factor Converg.
 KA1827;SPC IN W     -   444,663.479   874,851.824   MT  0.99997445   -0 11 03.7
 KA1827;SPC IN W     - 1,458,866.76  2,870,243.03   sFT  0.99997445   -0 11 03.7
 KA1827;UTM  16      - 4,344,959.886   467,670.847   MT  0.99961287   -0 14 13.5
 KA1827
 KA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6767044959(NAD 83)
 KA1827
 KA1827                          SUPERSEDED SURVEY CONTROL
 KA1827
 KA1827  NAD 83(1986)-  39 15 12.10808(N)    087 22 28.88081(W) AD(       ) 3
 KA1827  NAD 27      -  39 15 11.96400(N)    087 22 28.81300(W) AD(       ) 3
 KA1827
 KA1827.Superseded values are not recommended for survey control.
 KA1827
 KA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1827.See file dsdata.pdf to determine how the superseded data were derived.
 KA1827
 KA1827_MARKER: 53 = ELEVATED TANK
 KA1827
 KA1827  HISTORY     - Date     Condition        Report By
 KA1827  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1827
 KA1827                          STATION DESCRIPTION
 KA1827
 KA1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1827'THIS IS AN INTERSECTION STATION.
 KA1827'
 KA1827'THIS TANK IS LOCATED IN THE EASTERN EDGE OF FARMERSBURG, 0.65 MILE
 KA1827'EAST OF U.S. HIGHWAY 41 AND 1/2 BLOCK SOUTH OF THE MAIN STREET. IT
 KA1827'IS A FOUR LEGGED STEEL STRUCTURE 165 FEET HIGH, PAINTED BLACK, AND
 KA1827'WITH THE CAPACITY OF 65,000GALLON.
 KA1827'
 KA1827'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2071 ***********************************************************************
 LA2071  DESIGNATION -  FARMLAND MUNICIPAL TANK
 LA2071  PID         -  LA2071
 LA2071  STATE/COUNTY-  IN/RANDOLPH
 LA2071  COUNTRY     -  US
 LA2071  USGS QUAD   -  MAXVILLE (2019)
 LA2071
 LA2071                         *CURRENT SURVEY CONTROL
 LA2071  ______________________________________________________________________
 LA2071* NAD 83(1997) POSITION- 40 11 14.59552(N) 085 07 27.96056(W)   ADJUSTED
 LA2071  ______________________________________________________________________
 LA2071  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 LA2071  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 LA2071  HORZ ORDER      -  THIRD
 LA2071
 LA2071.The horizontal coordinates were established by classical geodetic methods
 LA2071.and adjusted by the National Geodetic Survey in May 1999.
 LA2071
 LA2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2071.GEOID18 height accuracy estimate available here.
 LA2071
 LA2071.Click photographs - Photos may exist for this station.
 LA2071
 LA2071.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2071
 LA2071. The following values were computed from the NAD 83(1997) position.
 LA2071
 LA2071;                    North         East     Units Scale Factor Converg.
 LA2071;SPC IN E     -   548,464.794   146,175.142   MT  0.99999290   +0 20 59.7
 LA2071;SPC IN E     - 1,799,421.58    479,576.28   sFT  0.99999290   +0 20 59.7
 LA2071;UTM  16      - 4,450,242.408   659,664.138   MT  0.99991382   +1 12 37.9
 LA2071
 LA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5966450242(NAD 83)
 LA2071
 LA2071                          SUPERSEDED SURVEY CONTROL
 LA2071
 LA2071  NAD 83(1995)-  40 11 14.59564(N)    085 07 27.96579(W) AD(       ) 3
 LA2071  NAD 83(1986)-  40 11 14.59739(N)    085 07 27.97202(W) AD(       ) 3
 LA2071  NAD 27      -  40 11 14.43000(N)    085 07 28.08400(W) AD(       ) 3
 LA2071
 LA2071.Superseded values are not recommended for survey control.
 LA2071
 LA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2071.See file dsdata.pdf to determine how the superseded data were derived.
 LA2071
 LA2071_MARKER: 51 = TANK
 LA2071
 LA2071  HISTORY     - Date     Condition        Report By
 LA2071  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2071  HISTORY     - 1969     GOOD             CGS
 LA2071
 LA2071                          STATION DESCRIPTION
 LA2071
 LA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2071'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2635 ***********************************************************************
 LB2635  DESIGNATION -  FAUBER
 LB2635  PID         -  LB2635
 LB2635  STATE/COUNTY-  IN/CARROLL
 LB2635  COUNTRY     -  US
 LB2635  USGS QUAD   -  DELPHI (2019)
 LB2635
 LB2635                         *CURRENT SURVEY CONTROL
 LB2635  ______________________________________________________________________
 LB2635* NAD 83(1997) POSITION- 40 35 36.62585(N) 086 44 26.33978(W)   ADJUSTED
 LB2635* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 LB2635  ______________________________________________________________________
 LB2635  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 LB2635  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 LB2635  HORZ ORDER      -  SECOND
 LB2635
 LB2635.The horizontal coordinates were established by classical geodetic methods
 LB2635.and adjusted by the National Geodetic Survey in May 1999.
 LB2635
 LB2635.The orthometric height was scaled from a topographic map.
 LB2635
 LB2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2635.GEOID18 height accuracy estimate available here.
 LB2635
 LB2635.Click photographs - Photos may exist for this station.
 LB2635
 LB2635.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2635
 LB2635. The following values were computed from the NAD 83(1997) position.
 LB2635
 LB2635;                    North         East     Units Scale Factor Converg.
 LB2635;SPC IN W     -   593,475.125   929,007.193   MT  0.99997702   +0 13 22.7
 LB2635;SPC IN W     - 1,947,092.97  3,047,917.77   sFT  0.99997702   +0 13 22.7
 LB2635;UTM  16      - 4,493,666.416   521,945.201   MT  0.99960593   +0 10 07.5
 LB2635
 LB2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2635!SPC IN W     -   0.99997460  x   0.99997702  =   0.99995162
 LB2635!UTM  16      -   0.99997460  x   0.99960593  =   0.99958054
 LB2635
 LB2635:                Primary Azimuth Mark                     Grid Az
 LB2635:SPC IN W     -  FAUBER AZ MK                             083 32 30.9
 LB2635:UTM  16      -  FAUBER AZ MK                             083 35 46.1
 LB2635
 LB2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2194593666(NAD 83)
 LB2635
 LB2635|---------------------------------------------------------------------|
 LB2635| PID    Reference Object                     Distance      Geod. Az  |
 LB2635|                                                           dddmmss.s |
 LB2635| CC8681 FAUBER AZ MK                                       0834553.6 |
 LB2635| CC8682 FAUBER RM 1                          24.614 METERS 11150     |
 LB2635| CC8683 FAUBER RM 2                          29.377 METERS 19437     |
 LB2635|---------------------------------------------------------------------|
 LB2635
 LB2635                          SUPERSEDED SURVEY CONTROL
 LB2635
 LB2635  NAD 83(1986)-  40 35 36.63180(N)    086 44 26.35049(W) AD(       ) 2
 LB2635  NAD 27      -  40 35 36.49800(N)    086 44 26.31120(W) AD(       ) 2
 LB2635
 LB2635.Superseded values are not recommended for survey control.
 LB2635
 LB2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2635.See file dsdata.pdf to determine how the superseded data were derived.
 LB2635
 LB2635_MARKER: DS = TRIANGULATION STATION DISK
 LB2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2635_STAMPING: FAUBER 1948
 LB2635_MARK LOGO: CGS
 LB2635_PROJECTION: FLUSH
 LB2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2635+STABILITY: SURFACE MOTION
 LB2635
 LB2635  HISTORY     - Date     Condition        Report By
 LB2635  HISTORY     - 1948     MONUMENTED       CGS
 LB2635  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB2635
 LB2635                          STATION DESCRIPTION
 LB2635
 LB2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2635'THE STATION IS LOCATED 4 MILES NORTHWEST OF DELPHI ON PROPERTY OWNED
 LB2635'BY MR FAUBER.  IT IS 64 FEET SOUTH OF A 20 INCH CHERRY TREE, 62 FEET
 LB2635'NORTH OF THE CENTER OF STATE HIGHWAY 18 AND 5 FEET NORTHWEST OF A
 LB2635'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2635'FAUBER 1948.
 LB2635'
 LB2635'REFERENCE MARK NO. 1 IS 80.75 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2635'33 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A
 LB2635'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2635'FAUBER NO 1 1948.
 LB2635'
 LB2635'REFERENCE MARK NO. 2 IS 96.38 FEET SOUTH OF THE STATION.  IT IS 29
 LB2635'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE
 LB2635'LINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FAUBER NO
 LB2635'2 1948.
 LB2635'
 LB2635'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION.  IT IS 48 FEET
 LB2635'NORTH OF THE CENTER OF STATE HIGHWAY 18, 39 FEET EAST OF THE CENTER
 LB2635'OF A ENTRANCE DRIVE, 8 FEET WEST OF A WHITE WITNESS POST.  THE
 LB2635'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAUBER 1948.
 LB2635'
 LB2635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 AND 18,
 LB2635'3 MILES WEST OF DELPHI, GO WEST ON HIGHWAY 18 FOR 0.45 MILE TO THE
 LB2635'STATION ON THE RIGHT AS DESCRIBED.
 LB2635'
 LB2635'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 18 FOR
 LB2635'0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2635'
 LB2635'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2635
 LB2635                          STATION RECOVERY (2009)
 LB2635
 LB2635'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2635'MARK NOT FOUND (GONE) PLOWED FIELD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1944 ***********************************************************************
 KA1944  DESIGNATION -  FAYETTE
 KA1944  PID         -  KA1944
 KA1944  STATE/COUNTY-  IN/JOHNSON
 KA1944  COUNTRY     -  US
 KA1944  USGS QUAD   -  GREENWOOD (2019)
 KA1944
 KA1944                         *CURRENT SURVEY CONTROL
 KA1944  ______________________________________________________________________
 KA1944* NAD 83(1997) POSITION- 39 34 01.44404(N) 086 05 04.02868(W)   ADJUSTED
 KA1944* NAVD 88 ORTHO HEIGHT -   248.61  (+/-2cm)      815.6   (feet) VERTCON3
 KA1944  ______________________________________________________________________
 KA1944  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 KA1944  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 KA1944  HORZ ORDER      -  SECOND
 KA1944  VERT ORDER      -  THIRD ? (See Below)
 KA1944
 KA1944.The horizontal coordinates were established by classical geodetic methods
 KA1944.and adjusted by the National Geodetic Survey in May 1999.
 KA1944
 KA1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1944
 KA1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1944.GEOID18 height accuracy estimate available here.
 KA1944
 KA1944.The vertical order pertains to the NGVD 29 superseded value.
 KA1944
 KA1944.Click photographs - Photos may exist for this station.
 KA1944
 KA1944.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1944
 KA1944. The following values were computed from the NAD 83(1997) position.
 KA1944
 KA1944;                    North         East     Units Scale Factor Converg.
 KA1944;SPC IN E     -   479,533.941    64,100.517   MT  0.99998253   -0 15 58.0
 KA1944;SPC IN E     - 1,573,270.94    210,303.11   sFT  0.99998253   -0 15 58.0
 KA1944;UTM  16      - 4,380,108.029   578,642.810   MT  0.99967614   +0 34 59.6
 KA1944
 KA1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1944!SPC IN E     -   0.99996621  x   0.99998253  =   0.99994874
 KA1944!UTM  16      -   0.99996621  x   0.99967614  =   0.99964236
 KA1944
 KA1944:                Primary Azimuth Mark                     Grid Az
 KA1944:SPC IN E     -  WHITELAND                                163 38 43.2
 KA1944:UTM  16      -  WHITELAND                                162 47 45.6
 KA1944
 KA1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7864280108(NAD 83)
 KA1944
 KA1944|---------------------------------------------------------------------|
 KA1944| PID    Reference Object                     Distance      Geod. Az  |
 KA1944|                                                           dddmmss.s |
 KA1944| KA1947 WHITELAND                           APPROX. 2.9 KM 1632245.2 |
 KA1944| KA1946 WHITELAND SCHOOLHOUSE CUPOLA        APPROX. 1.8 KM 1684700.9 |
 KA1944| KA1945 WHITELAND ME CHURCH STEEPLE         APPROX. 1.9 KM 1784358.8 |
 KA1944| CC8684 FAYETTE RM                            7.872 METERS 35211     |
 KA1944|---------------------------------------------------------------------|
 KA1944
 KA1944                          SUPERSEDED SURVEY CONTROL
 KA1944
 KA1944  NAD 83(1986)-  39 34 01.45306(N)    086 05 04.06257(W) AD(       ) 2
 KA1944  NAD 27      -  39 34 01.27600(N)    086 05 04.12300(W) AD(       ) 2
 KA1944  USSD        -  39 34 01.35000(N)    086 05 03.90000(W) AD(       ) 3
 KA1944  NGVD 29             248.73   (m)          816.0    (f) LEVELING    3  
 KA1944
 KA1944.Superseded values are not recommended for survey control.
 KA1944
 KA1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1944.See file dsdata.pdf to determine how the superseded data were derived.
 KA1944
 KA1944_MARKER: DS = TRIANGULATION STATION DISK
 KA1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1944_STAMPING: FAYETTE 1920
 KA1944_MARK LOGO: CGS
 KA1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1944+STABILITY: SURFACE MOTION
 KA1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1944+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 KA1944
 KA1944  HISTORY     - Date     Condition        Report By
 KA1944  HISTORY     - 1920     MONUMENTED       CGS
 KA1944  HISTORY     - 1952     GOOD             CGS
 KA1944  HISTORY     - 1980     GOOD             LOCSUR
 KA1944  HISTORY     - 20091020 GOOD             FARNGP
 KA1944
 KA1944                          STATION DESCRIPTION
 KA1944
 KA1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1944'ABOUT 1-1/2 MILES N OF WHITELAND, ON THE E SIDE OF THE PENNSYLVANIA
 KA1944'RAILROAD RIGHT-OF-WAY, 3.855 METERS 12.65 FEET FROM THE E AND
 KA1944'NEAREST RAIL, ABOUT ONE-FOURTH MILE S OF MILEPOST I 14 AND ABOUT 290
 KA1944'YARDS N OF THE ROAD CROSSING.  THIS ROAD GOES E FROM STOP 22 ON
 KA1944'THE INTERURBAN. THE STATION, UNDERGROUND AND REFERENCE MARKS ARE
 KA1944'BRONZE TABLETS SET IN CONCRETE.
 KA1944'THE REFERENCE MARK IS IN THE FENCE LINE ON THE SAME SIDE OF THE
 KA1944'TRACK AS THE STATION, 7.872 METERS 25.83 FEET FROM THE STATION
 KA1944'N 7 DEG 49 MIN W.
 KA1944
 KA1944                          STATION RECOVERY (1952)
 KA1944
 KA1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KA1944'STATION RECOVERED IN GOOD CONDITION. IT IS 24-1/2 RAILS N OF ROAD
 KA1944'CROSSING, 71 FEET S OF A TELEPHONE POLE, 65 FEET N OF A TELEPHONE
 KA1944'POLE, 295 FEET S OF FENCE CORNER, 865 FEET N ROAD CROSSING, 6 INCHES
 KA1944'BELOW SURFACE.
 KA1944
 KA1944                          STATION RECOVERY (1980)
 KA1944
 KA1944'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (TM)
 KA1944'FAYETTE 1920 RECOVERED IN GOOD CONDITION.
 KA1944'
 KA1944'RM RECOVERED IN GOOD CONDITION.
 KA1944'
 KA1944'ORIGINAL DESCRIPTION IS EXCELLENT FOR RECOVERY.
 KA1944'
 KA1944'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE I N OF
 KA1944'WHITELAND IN.
 KA1944
 KA1944                          STATION RECOVERY (2009)
 KA1944
 KA1944'RECOVERY NOTE BY FARNSWORTH GROUP 2009 (CEW)
 KA1944'MARK IS UNDER A TREE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0977 ***********************************************************************
 MD0977  DESIGNATION -  FELGER
 MD0977  PID         -  MD0977
 MD0977  STATE/COUNTY-  IN/ALLEN
 MD0977  COUNTRY     -  US
 MD0977  USGS QUAD   -  CHURUBUSCO (2019)
 MD0977
 MD0977                         *CURRENT SURVEY CONTROL
 MD0977  ______________________________________________________________________
 MD0977* NAD 83(1997) POSITION- 41 09 41.18511(N) 085 15 36.42759(W)   ADJUSTED
 MD0977* NAVD 88 ORTHO HEIGHT -   258.643 (meters)      848.56  (feet) ADJUSTED
 MD0977  ______________________________________________________________________
 MD0977  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 MD0977  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 MD0977  DYNAMIC HEIGHT  -        258.545 (meters)      848.24  (feet) COMP
 MD0977  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 MD0977
 MD0977  HORZ ORDER      -  SECOND
 MD0977  VERT ORDER      -  SECOND    CLASS 0
 MD0977
 MD0977.The horizontal coordinates were established by classical geodetic methods
 MD0977.and adjusted by the National Geodetic Survey in May 1999.
 MD0977
 MD0977.The orthometric height was determined by differential leveling and
 MD0977.adjusted by the NATIONAL GEODETIC SURVEY
 MD0977.in June 1991.
 MD0977
 MD0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0977.GEOID18 height accuracy estimate available here.
 MD0977
 MD0977.Click photographs - Photos may exist for this station.
 MD0977
 MD0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0977
 MD0977.The dynamic height is computed by dividing the NAVD 88
 MD0977.geopotential number by the normal gravity value computed on the
 MD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0977.degrees latitude (g = 980.6199 gals.).
 MD0977
 MD0977.The modeled gravity was interpolated from observed gravity values.
 MD0977
 MD0977. The following values were computed from the NAD 83(1997) position.
 MD0977
 MD0977;                    North         East     Units Scale Factor Converg.
 MD0977;SPC IN E     -   656,566.103   134,120.287   MT  0.99998099   +0 16 03.3
 MD0977;SPC IN E     - 2,154,083.96    440,026.31   sFT  0.99998099   +0 16 03.3
 MD0977;UTM  16      - 4,558,137.719   645,972.098   MT  0.99986225   +1 08 43.3
 MD0977
 MD0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0977!SPC IN E     -   0.99996457  x   0.99998099  =   0.99994556
 MD0977!UTM  16      -   0.99996457  x   0.99986225  =   0.99982683
 MD0977
 MD0977:                Primary Azimuth Mark                     Grid Az
 MD0977:SPC IN E     -  LAKE 2                                   336 41 50.0
 MD0977:UTM  16      -  LAKE 2                                   335 49 10.0
 MD0977
 MD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4597258137(NAD 83)
 MD0977
 MD0977|---------------------------------------------------------------------|
 MD0977| PID    Reference Object                     Distance      Geod. Az  |
 MD0977|                                                           dddmmss.s |
 MD0977| MD0973 LAKE 2                              APPROX. 0.9 KM 3365753.3 |
 MD0977|---------------------------------------------------------------------|
 MD0977
 MD0977                          SUPERSEDED SURVEY CONTROL
 MD0977
 MD0977  NAD 83(1995)-  41 09 41.18661(N)    085 15 36.43232(W) AD(       ) 2
 MD0977  NAD 83(1986)-  41 09 41.18656(N)    085 15 36.44060(W) AD(       ) 2
 MD0977  NAD 27      -  41 09 41.01440(N)    085 15 36.53000(W) AD(       ) 2
 MD0977  NGVD 29 (??/??/92)  258.799  (m)          849.08   (f) ADJ UNCH    2 0
 MD0977  NGVD 29             258.80   (m)          849.1    (f) LEVELING    3  
 MD0977
 MD0977.Superseded values are not recommended for survey control.
 MD0977
 MD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0977.See file dsdata.pdf to determine how the superseded data were derived.
 MD0977
 MD0977_MARKER: DE = TRAVERSE STATION DISK
 MD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0977_STAMPING: FELGER 1963
 MD0977_MARK LOGO: CGS
 MD0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0977+STABILITY: SURFACE MOTION
 MD0977
 MD0977  HISTORY     - Date     Condition        Report By
 MD0977  HISTORY     - 1963     MONUMENTED       CGS
 MD0977  HISTORY     - 1963     GOOD             CGS
 MD0977
 MD0977                          STATION DESCRIPTION
 MD0977
 MD0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0977'LOCATED 6.0 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA STATE
 MD0977'HIGHWAY 205 AND U.S.
 MD0977'HIGHWAY 33 IN CHURUBUSCO.  TO REACH FROM THE HIGHWAY JUNCTION IN
 MD0977'CHURUBUSCO.  DRIVE 5.7 MILES
 MD0977'SOUTH-SOUTHEAST ON U.S. HIGHWAY 33 TO LAMIE ROAD, TURN RIGHT AND GO
 MD0977'0.3 MILES SOUTH TO MARK ON LEFT ON
 MD0977'THE FARM OF MR. FELGER.  IT IS 156.5 FEET SOUTH-
 MD0977'SOUTHEAST OF THE INTERSECTION OF LAMIS ROAD AND
 MD0977'BUESCHING ROAD, 80.7 FEET SOUTHWEST OF
 MD0977'THE SOUTHWEST CORNER OF A FARM HOUSE, AND 28.5 FEET EAST OF THE
 MD0977'CENTERLINE OF LAMIE ROAD.  A STANDARD
 MD0977'TRAVRSE DISK STAMPED FELGER 1963 SET IN A 10 INCH ROUND CONCRETE
 MD0977'MONUMENT THAT PROJECTS 3 INCHES
 MD0977'ABOVE AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MD0977
 MD0977                          STATION RECOVERY (1963)
 MD0977
 MD0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0977'6 MI SSE FROM CHURUBUSCO.
 MD0977'LOCATED 6.0 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA
 MD0977'HIGHWAY 205 AND U.S. HIGHWAY 33 IN CHURUBUSCO.  TO REACH FROM
 MD0977'THE HIGHWAY JUNCTION IN CHURUBUSCO, DRIVE 5.7 MILES
 MD0977'SOUTH-SOUTHEAST ON U.S. HIGHWAY 33 TO LAMIE ROAD, TURN
 MD0977'RIGHT AND GO 0.3 MILES SOUTH TO MARK ON LEFT ON THE FARM OF
 MD0977'MR. FELGER.  IT IS 156.5 FEET SOUTH-SOUTHEAST OF THE INTERSECTION
 MD0977'OF LAMIE ROAD AND BUESCHING ROAD, 80.7 FEET SOUTHWEST OF THE
 MD0977'SOUTHWEST CORNER OF A FARM HOUSE, AND 28.5 FEET EAST OF THE
 MD0977'CENTERLINE OF LAMIE ROAD.  A STANDARD TRAVERSE DISK STAMPED
 MD0977'FELGER 1963, SET IN A 10 INCH ROUND CONCRETE MONUMENT THAT
 MD0977'PROJECTS 3.0 INCHES ABOVE AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2363 ***********************************************************************
 ME2363  DESIGNATION -  FELL
 ME2363  PID         -  ME2363
 ME2363  STATE/COUNTY-  IN/LA PORTE
 ME2363  COUNTRY     -  US
 ME2363  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME2363
 ME2363                         *CURRENT SURVEY CONTROL
 ME2363  ______________________________________________________________________
 ME2363* NAD 83(1997) POSITION- 41 27 01.13976(N) 086 38 04.50117(W)   ADJUSTED
 ME2363* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2363  ______________________________________________________________________
 ME2363  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME2363  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 ME2363  HORZ ORDER      -  SECOND
 ME2363
 ME2363.The horizontal coordinates were established by classical geodetic methods
 ME2363.and adjusted by the National Geodetic Survey in May 1999.
 ME2363
 ME2363.The orthometric height was scaled from a topographic map.
 ME2363
 ME2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2363.GEOID18 height accuracy estimate available here.
 ME2363
 ME2363.Click photographs - Photos may exist for this station.
 ME2363
 ME2363.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2363
 ME2363. The following values were computed from the NAD 83(1997) position.
 ME2363
 ME2363;                    North         East     Units Scale Factor Converg.
 ME2363;SPC IN W     -   688,665.113   937,496.300   MT  0.99998396   +0 17 49.4
 ME2363;SPC IN W     - 2,259,395.46  3,075,769.11   sFT  0.99998396   +0 17 49.4
 ME2363;UTM  16      - 4,588,812.867   530,521.984   MT  0.99961146   +0 14 30.8
 ME2363
 ME2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2363!SPC IN W     -   0.99997255  x   0.99998396  =   0.99995651
 ME2363!UTM  16      -   0.99997255  x   0.99961146  =   0.99958402
 ME2363
 ME2363:                Primary Azimuth Mark                     Grid Az
 ME2363:SPC IN W     -  FELL AZ MK                               096 49 45.6
 ME2363:UTM  16      -  FELL AZ MK                               096 53 04.2
 ME2363
 ME2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3052188812(NAD 83)
 ME2363
 ME2363|---------------------------------------------------------------------|
 ME2363| PID    Reference Object                     Distance      Geod. Az  |
 ME2363|                                                           dddmmss.s |
 ME2363| ME2351 KINGSBURY ORD PLANT TANK 5          APPROX. 6.6 KM 0404114.1 |
 ME2363| ME2348 WALKERTON MUNICIPAL TANK            APPROX.12.9 KM 0811408.9 |
 ME2363| CM3506 FELL AZ MK                                         0970735.0 |
 ME2363| CM3507 FELL RM 1                            23.542 METERS 22956     |
 ME2363| CM3508 FELL RM 2                            27.157 METERS 30810     |
 ME2363|---------------------------------------------------------------------|
 ME2363
 ME2363                          SUPERSEDED SURVEY CONTROL
 ME2363
 ME2363  NAD 83(1986)-  41 27 01.14301(N)    086 38 04.50662(W) AD(       ) 2
 ME2363  NAD 27      -  41 27 00.98480(N)    086 38 04.44540(W) AD(       ) 2
 ME2363
 ME2363.Superseded values are not recommended for survey control.
 ME2363
 ME2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2363.See file dsdata.pdf to determine how the superseded data were derived.
 ME2363
 ME2363_MARKER: DS = TRIANGULATION STATION DISK
 ME2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2363_STAMPING: FELL 1952
 ME2363_MARK LOGO: CGS
 ME2363_PROJECTION: FLUSH
 ME2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2363+STABILITY: SURFACE MOTION
 ME2363
 ME2363  HISTORY     - Date     Condition        Report By
 ME2363  HISTORY     - 1952     MONUMENTED       CGS
 ME2363  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME2363  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2363
 ME2363                          STATION DESCRIPTION
 ME2363
 ME2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2363'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WALKERTON ALONG THE
 ME2363'SOUTH SIDE OF U.S. HIGHWAY 35, ABOUT 4 MILES NORTH OF THE JUNCTION OF
 ME2363'U.S. HIGHWAYS 35 AND 30 AND 1.9 MILE SOUTH OF THE JUNCTION OF U.S.
 ME2363'HIGHWAYS 35 AND 6 AND IS ON HIGHWAY PROPERTY.  IT IS 289 FEET WEST OF
 ME2363'THE JUNCTION OF U.S.  HIGHWAY 35 AND A GRAVEL ROAD, 194 FEET EAST OF
 ME2363'THE INTERSECTION OF A GRAVEL CUTOFF ROAD, 71 FEET NORTHWEST OF A 10
 ME2363'INCH ASH TREE, 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 44 FEET
 ME2363'NORTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK
 ME2363'IS STAMPED FELL 1952.
 ME2363'
 ME2363'REFERENCE MARK NO. 1 IS 149 FEET EAST OF THE INTERSECTION OF THE
 ME2363'GRAVEL CUTOFF ROAD AND 16 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 ME2363'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FELL NO 1 1952.
 ME2363'
 ME2363'REFERENCE MARK NO. 2 IS 132 FEET NORTHEAST OF THE INTERSECTION OF THE
 ME2363'GRAVEL CUTOFF ROAD AND 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 ME2363'THE MARK IS FLUSH AND THE DISK IS STAMPED FELL NO 2 1952.
 ME2363'
 ME2363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 35 WHICH
 ME2363'IS ABOUT 6 MILES WEST OF WALKERTON, GO SOUTH ON U.S. HIGHWAY 35 FOR
 ME2363'1.9 MILES TO WHERE ROAD CURVES SHARP EAST AND THE STATION ON THE RIGHT
 ME2363'AS DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.4 MILE TO THE AZIMUTH
 ME2363'MARK ON THE RIGHT.
 ME2363'
 ME2363'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2363
 ME2363                          STATION RECOVERY (1958)
 ME2363
 ME2363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2363'A THOROUGH SEARCH OF THE IMMEDIATE AREA WAS MADE BUT THE STATION,
 ME2363'REFERENCE MARKS NOS. 1 AND 2 COULD NOT BE FOUND.  IT IS BELIEVED THAT
 ME2363'GRAVEL HAS BEEN DUMPED AT THIS SPOT IN THE PAST AND WHEN IT WAS
 ME2363'REMOVED THE STATION WAS TORN OUT.
 ME2363'
 ME2363'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 ME2363
 ME2363                          STATION RECOVERY (1987)
 ME2363
 ME2363'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2308 ***********************************************************************
 JZ2308  DESIGNATION -  FENLEY
 JZ2308  PID         -  JZ2308
 JZ2308  STATE/COUNTY-  IN/DECATUR
 JZ2308  COUNTRY     -  US
 JZ2308  USGS QUAD   -  ADAMS (2019)
 JZ2308
 JZ2308                         *CURRENT SURVEY CONTROL
 JZ2308  ______________________________________________________________________
 JZ2308* NAD 83(1997) POSITION- 39 22 49.63134(N) 085 30 28.64411(W)   ADJUSTED
 JZ2308* NAVD 88 ORTHO HEIGHT -   290.440 (meters)      952.89  (feet) ADJUSTED
 JZ2308  ______________________________________________________________________
 JZ2308  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ2308  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 JZ2308  DYNAMIC HEIGHT  -        290.260 (meters)      952.29  (feet) COMP
 JZ2308  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ2308
 JZ2308  HORZ ORDER      -  FIRST
 JZ2308  VERT ORDER      -  SECOND    CLASS 0
 JZ2308
 JZ2308.The horizontal coordinates were established by classical geodetic methods
 JZ2308.and adjusted by the National Geodetic Survey in May 1999.
 JZ2308
 JZ2308.The orthometric height was determined by differential leveling and
 JZ2308.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2308.in June 1991.
 JZ2308
 JZ2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2308.GEOID18 height accuracy estimate available here.
 JZ2308
 JZ2308.Click photographs - Photos may exist for this station.
 JZ2308
 JZ2308.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2308
 JZ2308.The dynamic height is computed by dividing the NAVD 88
 JZ2308.geopotential number by the normal gravity value computed on the
 JZ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2308.degrees latitude (g = 980.6199 gals.).
 JZ2308
 JZ2308.The modeled gravity was interpolated from observed gravity values.
 JZ2308
 JZ2308. The following values were computed from the NAD 83(1997) position.
 JZ2308
 JZ2308;                    North         East     Units Scale Factor Converg.
 JZ2308;SPC IN E     -   458,744.472   113,674.091   MT  0.99996897   +0 06 02.5
 JZ2308;SPC IN E     - 1,505,064.16    372,945.75   sFT  0.99996897   +0 06 02.5
 JZ2308;UTM  16      - 4,360,058.999   628,506.759   MT  0.99980333   +0 56 48.4
 JZ2308
 JZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2308!SPC IN E     -   0.99995979  x   0.99996897  =   0.99992876
 JZ2308!UTM  16      -   0.99995979  x   0.99980333  =   0.99976313
 JZ2308
 JZ2308:                Primary Azimuth Mark                     Grid Az
 JZ2308:SPC IN E     -  FENLEY AZ MK                             154 06 26.0
 JZ2308:UTM  16      -  FENLEY AZ MK                             153 15 40.1
 JZ2308
 JZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2850660058(NAD 83)
 JZ2308
 JZ2308|---------------------------------------------------------------------|
 JZ2308| PID    Reference Object                     Distance      Geod. Az  |
 JZ2308|                                                           dddmmss.s |
 JZ2308| JZ2309 FENLEY RM 1                          34.702 METERS 10441     |
 JZ2308| CC8685 FENLEY AZ MK                                       1541228.5 |
 JZ2308| JZ3348 GREENSBURG ST MARYS CH CROSS        APPROX. 5.6 KM 1552607.8 |
 JZ2308| JZ3347 GREENSBURG DECATUR CO CTHSE         APPROX. 5.3 KM 1560738.6 |
 JZ2308| JZ3349 GREENSBURG CYCLONE FENCE TK         APPROX. 4.3 KM 1580532.9 |
 JZ2308| JZ3346 GREENSBURG FIRST CHRISTIAN CH       APPROX. 5.5 KM 1584551.7 |
 JZ2308| JZ3351 GREENSBURG MUN TANK                 APPROX. 5.2 KM 1615603.8 |
 JZ2308| JZ3354 GREENSBURG RAD STA WTRE MAST        APPROX. 5.8 KM 1735739.7 |
 JZ2308| JZ2307 FENLEY RM 2                          33.089 METERS 34300     |
 JZ2308|---------------------------------------------------------------------|
 JZ2308
 JZ2308                          SUPERSEDED SURVEY CONTROL
 JZ2308
 JZ2308  NAD 83(1995)-  39 22 49.63088(N)    085 30 28.64416(W) AD(       ) 1
 JZ2308  NAD 83(1993)-  39 22 49.63178(N)    085 30 28.64747(W) AD(       ) 1
 JZ2308  NAD 83(1986)-  39 22 49.63144(N)    085 30 28.64921(W) AD(       ) 1
 JZ2308  NAD 27      -  39 22 49.45200(N)    085 30 28.75400(W) AD(       ) 1
 JZ2308  NGVD 29 (??/??/92)  290.568  (m)          953.31   (f) ADJ UNCH    2 0
 JZ2308  NGVD 29             290.57   (m)          953.3    (f) LEVELING    3  
 JZ2308
 JZ2308.Superseded values are not recommended for survey control.
 JZ2308
 JZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2308.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2308
 JZ2308_MARKER: DS = TRIANGULATION STATION DISK
 JZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2308_STAMPING: FENLEY 1939
 JZ2308_MARK LOGO: CGS
 JZ2308_PROJECTION: RECESSED 38 CENTIMETERS
 JZ2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2308+STABILITY: SURFACE MOTION
 JZ2308
 JZ2308  HISTORY     - Date     Condition        Report By
 JZ2308  HISTORY     - 1939     MONUMENTED       CGS
 JZ2308  HISTORY     - 1948     GOOD             CGS
 JZ2308  HISTORY     - 1970     GOOD             NGS
 JZ2308  HISTORY     - 1970     GOOD             NGS
 JZ2308
 JZ2308                          STATION DESCRIPTION
 JZ2308
 JZ2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ2308'ABOUT 3.5 MILES NORTH-NORTHWEST OF GREENSBURG, IN THE SOUTHWEST
 JZ2308'CORNER OF AN UNCULTIVATED FIELD OWNED BY CHARLES FENLEY, WHO
 JZ2308'LIVES ABOUT 0.5 MILE NORTH OF THE STATION, ON THE EAST SIDE OF A
 JZ2308'GRAVEL ROAD WHERE AT THIS POINT, IT MAKES A RIGHT-ANGLE TURN
 JZ2308'FROM WEST TO NORTH. STATION IS 46 FEET NORTH OF THE CENTER LINE OF
 JZ2308'EAST-WEST GRAVEL ROAD, 31 FEET NORTH OF FENCE, 51 FEET EAST OF
 JZ2308'CENTER LINE NORTH-SOUTH GRAVEL ROAD, 32 FEET EAST OF FENCE LINE, AND
 JZ2308'109 FEET EAST-SOUTH-EAST OF SOUTHEAST CORNER OF TWO-STORY GREY
 JZ2308'HOUSE ON WEST SIDE OF ROAD. SURFACE MARK IS STAMPED FENLEY 1939
 JZ2308'AND IS 15 INCHES UNDERGROUND.
 JZ2308'
 JZ2308'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 JZ2308'GREENSBURG, GO WEST AND NORTH FOR 1.3 MILES ON STATE HIGHWAY 29
 JZ2308'TO A GRAVEL T-ROAD, NORTH, TURN RIGHT NORTH AND GO 1.7 MILES TO A
 JZ2308'RIGHT-ANGLE TURN, LEFT, TURN LEFT WEST AND GO 0.25 MILE TO A
 JZ2308'RIGHT-ANGLE TURN, RIGHT, TURN RIGHT NORTH AND GO 0.05 MILE TO AN OLD
 JZ2308'BRICK SCHOOLHOUSE AND AZIMUTH MARK ON LEFT, CONTINUE NORTH
 JZ2308'FOR 0.5 MILE TO A RT.-ANGLE TURN, LEFT,TURN LEFT WEST, GO 0.2 MILE TO
 JZ2308'A RIGHT-ANGLE TURN TO RIGHT, AND TO STATION IN FIELD ON
 JZ2308'RIGHT.
 JZ2308'
 JZ2308'SURFACE, UNDERGROUND, REFEREBCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ2308'DISKS SET IN CONCRETE.
 JZ2308'
 JZ2308'REFERENCE MARK NO. 1 IS EAST BY SOUTH OF STATION, 18 FEET NORTH OF
 JZ2308'EAST-WEST GRAVEL ROAD, 1 FOOT NORTH OF FENCE, AND 142 FEET EAST
 JZ2308'OF FENCE ON WEST SIDE OF FIELD. IT IS STAMPED FENLEY NO. 1 1939 AND
 JZ2308'PROJECTS 6 INCHES ABOVE GROUND.
 JZ2308'
 JZ2308'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 17 FEET EAST OF
 JZ2308'NORTH-SOUTH GRAVEL ROAD AND 1.5 FEET EAST OF FENCE. IT IS
 JZ2308'STAMPED FENLEY NO. 2, 1939 AND IS FLUSH WITH GROUND.
 JZ2308'
 JZ2308'AZIMUTH MARK IS SOUTHEAST OF STATION, 30 FEET NORTH OF THE NORTHWEST
 JZ2308'CORNER OF BRICK HOUSE, FORMERLY A SCHOOLHOUSE, 100 FEET WEST OF
 JZ2308'CENTER LINE OF GRAVEL ROAD, 4 FEET NORTH OF THE NORTHEAST CORNER OF A
 JZ2308'SHED AND 1 FOOT SOUTH OF A WIRE FENCE. IT IS STAMPED FENLEY,
 JZ2308'1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ2308'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 JZ2308
 JZ2308                          STATION RECOVERY (1948)
 JZ2308
 JZ2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ2308'RECOVERED AS DESCRIBED.
 JZ2308
 JZ2308                          STATION RECOVERY (1970)
 JZ2308
 JZ2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ2308'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 JZ2308'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO THE
 JZ2308'REFERENCE MARKS AND AZIMUTH MARK COMPARED FAVORABLY WITH THE 1939
 JZ2308'DATA.  THE DISTANCE TO REFERNCE MARK 1 WAS FOUND TO BE IN ERROR BY
 JZ2308'0.009 METERS AND THE DISTANCE VERIFIED.  THE DISTANCE TO
 JZ2308'REFERENCE MARK 2 AND THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2
 JZ2308'COMPARED WITH THE 1939 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JZ2308'
 JZ2308'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF
 JZ2308'GREENSBURG, 3 MILES EAST OF ADAMS, 1-1/2 MILES WEST OF STATE HIGHWAY
 JZ2308'3 AND ON PASTURE LAND OWNED BY THE FENLIN BROTHERS OF ROUTE 1
 JZ2308'GREENSBURG.
 JZ2308'
 JZ2308'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 JZ2308'SQUARE IN GREENSBURG GO WEST ON U. S. HIGHWAY 421 FOR 0.3 MILE TO
 JZ2308'THE JUNCTION OF STATE HIGHWAYS 46 AND 3.  TURN RIGHT AND GO NORTH
 JZ2308'AND NORTHWEST ON U. S. HIGHWAY 421 FOR 1.1 MILES TO A SURFACED
 JZ2308'SIDE ROAD RIGHT (ROAD 100 W).  TURN RIGHT AND GO NORTH ON ROAD 100
 JZ2308'W FOR 2 MILES TO A RED BRICK BUILDING AND THE AZIMUTH MARK ON THE
 JZ2308'LEFT.  CONTINUE AHEAD ON ROAD 100 W FOR 0.7 MILE TO A GATE ON THE
 JZ2308'LEFT AT A CURVE IN THE ROAD AND THE STATION.
 JZ2308'
 JZ2308'THE STATION MARK IS A STANDARD DISK STAMPED FENLEY 1939, SET IN THE
 JZ2308'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 15 INCHES BELOW THE
 JZ2308'GROUND SURFACE.  IT IS 48 FEET NORTHEAST OF THE CENTER OF THE
 JZ2308'SURFACED ROAD AT THE CENTER OF THE CURVE, 35 FEET EAST-NORTHEAST
 JZ2308'OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE, 32 FEET
 JZ2308'EAST OF A TELEPHONE POLE AND 30 FEET NORTH OF A FENCE.
 JZ2308'
 JZ2308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FENLEY NO 1 1939, SET
 JZ2308'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 JZ2308'INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE CENTER
 JZ2308'OF THE SURFACED ROAD, 9 FEET WEST OF A POWER POLE AND 1 FOOT NORTH
 JZ2308'OF A FENCE.
 JZ2308'
 JZ2308'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FENLEY NO 2 1939, SET IN
 JZ2308'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 JZ2308'ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST OF THE CENTER OF THE
 JZ2308'SURFACED ROAD, 17 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST
 JZ2308'OF A FENCE.
 JZ2308'
 JZ2308'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FENLEY 1939, SET IN THE
 JZ2308'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 JZ2308'ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH-NORTHEAST OF THE
 JZ2308'NORTHWEST CORNER OF THE RED BRICK BUILDING, 10.5 FEET EAST OF A
 JZ2308'FENCE CORNER, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 JZ2308'ATTACHED AND 1 FOOT SOUTH OF A FENCE.
 JZ2308'
 JZ2308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 JZ2308'NORTH-NORTHWEST OF GREENSBURG.
 JZ2308
 JZ2308                          STATION RECOVERY (1970)
 JZ2308
 JZ2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JZ2308'3.5 MI NNW FROM GREENSBURG.
 JZ2308'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 JZ2308'IN GREENSBURG GO WEST ON U.S. HIGHWAY 421 FOR 0.3 MILE TO THE
 JZ2308'JUNCTION OF STATE HIGHWAYS 46 AND 3, THENCE NORTH AND NORTHWEST
 JZ2308'ON U.S. HIGHWAY 421 FOR 1.1 MILE TO A SURFACE SIDEROAD (ROAD
 JZ2308'100W), THENCE NORTH ON ROAD 100 W FOR 2.7 MILES TO THE MARK
 JZ2308'ON THE NORTHEAST SIDE OF THE ROAD, 48 FEET NORTHEAST OF THE
 JZ2308'CENTER OF THE ROAD, 35 FEET EAST-NORTHEAST OF A METAL WITNESS
 JZ2308'POST WITH SIGN ATTACHED SET IN A FENCE, 32 FEET EAST OF A
 JZ2308'TELEPHONE POLE, 30 FEET NORTH OF THE FENCE AND SET IN THE TOP
 JZ2308'OF A CONCRETE POST 15 INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2309 ***********************************************************************
 JZ2309  DESIGNATION -  FENLEY RM 1
 JZ2309  PID         -  JZ2309
 JZ2309  STATE/COUNTY-  IN/DECATUR
 JZ2309  COUNTRY     -  US
 JZ2309  USGS QUAD   -  ADAMS (2019)
 JZ2309
 JZ2309                         *CURRENT SURVEY CONTROL
 JZ2309  ______________________________________________________________________
 JZ2309* NAD 83(1986) POSITION- 39 22 49.35   (N) 085 30 27.24   (W)   HD_HELD1
 JZ2309* NAVD 88 ORTHO HEIGHT -   291.325 (meters)      955.79  (feet) ADJUSTED
 JZ2309  ______________________________________________________________________
 JZ2309  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ2309  DYNAMIC HEIGHT  -        291.144 (meters)      955.19  (feet) COMP
 JZ2309  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 JZ2309
 JZ2309  VERT ORDER      -  SECOND    CLASS 0
 JZ2309
 JZ2309.The horizontal coordinates were determined by differentially corrected
 JZ2309.hand held GPS observations or other comparable positioning techniques
 JZ2309.and have an estimated accuracy of +/- 3 meters.
 JZ2309
 JZ2309.The orthometric height was determined by differential leveling and
 JZ2309.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2309.in June 1991.
 JZ2309
 JZ2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2309.GEOID18 height accuracy estimate available here.
 JZ2309
 JZ2309.Click photographs - Photos may exist for this station.
 JZ2309
 JZ2309.The dynamic height is computed by dividing the NAVD 88
 JZ2309.geopotential number by the normal gravity value computed on the
 JZ2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2309.degrees latitude (g = 980.6199 gals.).
 JZ2309
 JZ2309.The modeled gravity was interpolated from observed gravity values.
 JZ2309
 JZ2309;                    North         East    Units  Estimated Accuracy
 JZ2309;SPC IN E     -   458,735.9     113,707.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2309
 JZ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2854060050(NAD 83)
 JZ2309
 JZ2309                          SUPERSEDED SURVEY CONTROL
 JZ2309
 JZ2309  NGVD 29 (??/??/92)  291.452  (m)          956.21   (f) ADJ UNCH    2 0
 JZ2309
 JZ2309.Superseded values are not recommended for survey control.
 JZ2309
 JZ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2309.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2309
 JZ2309_MARKER: DR = REFERENCE MARK DISK
 JZ2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2309_STAMPING: FENLEY NO 1 1939
 JZ2309_MARK LOGO: CGS
 JZ2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2309+STABILITY: SURFACE MOTION
 JZ2309
 JZ2309  HISTORY     - Date     Condition        Report By
 JZ2309  HISTORY     - 1939     MONUMENTED       CGS
 JZ2309  HISTORY     - 1970     GOOD             NGS
 JZ2309
 JZ2309                          STATION DESCRIPTION
 JZ2309
 JZ2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ2309'3.5 MI NNW FROM GREENSBURG.
 JZ2309'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 JZ2309'IN GREENSBURG GO WEST ON U.S. HIGHWAY 421 FOR 0.3 MILE TO THE
 JZ2309'JUNCTION OF STATE HIGHWAYS 46 AND 3, THENCE NORTH AND NORTHWEST
 JZ2309'ON U.S. HIGHWAY 421 FOR 1.1 MILE TO A SURFACED SIDEROAD (ROAD
 JZ2309'100 W), THENCE NORTH ON ROAD 100 W FOR 2.7 MILES TO THE MARK ON
 JZ2309'THE NORTH SIDE OF THE ROAD.  IT IS 16 FEET NORTH OF THE APPROXIMATE
 JZ2309'CENTERLINE OF THE ROAD, 9 FEET WEST OF A POWER POLE AND 1 FOOT
 JZ2309'NORTH OF A WIRE FENCE AND SET IN THE TOP OF A 12-INCH SQUARE
 JZ2309'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2307 ***********************************************************************
 JZ2307  DESIGNATION -  FENLEY RM 2
 JZ2307  PID         -  JZ2307
 JZ2307  STATE/COUNTY-  IN/DECATUR
 JZ2307  COUNTRY     -  US
 JZ2307  USGS QUAD   -  ADAMS (2019)
 JZ2307
 JZ2307                         *CURRENT SURVEY CONTROL
 JZ2307  ______________________________________________________________________
 JZ2307* NAD 83(1986) POSITION- 39 22 50.66   (N) 085 30 29.05   (W)   HD_HELD1
 JZ2307* NAVD 88 ORTHO HEIGHT -   291.027 (meters)      954.81  (feet) ADJUSTED
 JZ2307  ______________________________________________________________________
 JZ2307  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 JZ2307  DYNAMIC HEIGHT  -        290.847 (meters)      954.22  (feet) COMP
 JZ2307  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ2307
 JZ2307  VERT ORDER      -  SECOND    CLASS 0
 JZ2307
 JZ2307.The horizontal coordinates were determined by differentially corrected
 JZ2307.hand held GPS observations or other comparable positioning techniques
 JZ2307.and have an estimated accuracy of +/- 3 meters.
 JZ2307
 JZ2307.The orthometric height was determined by differential leveling and
 JZ2307.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2307.in June 1991.
 JZ2307
 JZ2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2307.GEOID18 height accuracy estimate available here.
 JZ2307
 JZ2307.Click photographs - Photos may exist for this station.
 JZ2307
 JZ2307.The dynamic height is computed by dividing the NAVD 88
 JZ2307.geopotential number by the normal gravity value computed on the
 JZ2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2307.degrees latitude (g = 980.6199 gals.).
 JZ2307
 JZ2307.The modeled gravity was interpolated from observed gravity values.
 JZ2307
 JZ2307;                    North         East    Units  Estimated Accuracy
 JZ2307;SPC IN E     -   458,776.2     113,664.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2307
 JZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2849660090(NAD 83)
 JZ2307
 JZ2307                          SUPERSEDED SURVEY CONTROL
 JZ2307
 JZ2307  NGVD 29 (??/??/92)  291.155  (m)          955.23   (f) ADJ UNCH    2 0
 JZ2307
 JZ2307.Superseded values are not recommended for survey control.
 JZ2307
 JZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2307.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2307
 JZ2307_MARKER: DR = REFERENCE MARK DISK
 JZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2307_STAMPING: FENLEY NO 2 1939
 JZ2307_MARK LOGO: CGS
 JZ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2307+STABILITY: SURFACE MOTION
 JZ2307
 JZ2307  HISTORY     - Date     Condition        Report By
 JZ2307  HISTORY     - 1939     MONUMENTED       CGS
 JZ2307  HISTORY     - 1970     GOOD             NGS
 JZ2307
 JZ2307                          STATION DESCRIPTION
 JZ2307
 JZ2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ2307'3.5 MI NNW FROM GREENSBURG.
 JZ2307'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE,
 JZ2307'IN GREENSBURG, GO WEST ON U.S. HIGHWAY 421 FOR 0.3 MILE TO
 JZ2307'THE JUNCTION OF STATE HIGHWAYS 46 AND 3-- THENCE NORTH AND
 JZ2307'NORTHWEST ON U.S. HIGHWAY 421 FOR 1.1 MILES TO A SURFACED
 JZ2307'SIDEROAD RIGHT.  TURN RIGHT AND GO NORTH ON ROAD 100 W FOR
 JZ2307'2.7 MILES TO THE MARK ON THE EAST SIDE OF THE ROAD.  IT IS 18
 JZ2307'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE SURFACED ROAD,
 JZ2307'17 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A WIRE FENCE
 JZ2307'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JZ2307'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1874 ***********************************************************************
 JA1874  DESIGNATION -  FERD
 JA1874  PID         -  JA1874
 JA1874  STATE/COUNTY-  IN/DUBOIS
 JA1874  COUNTRY     -  US
 JA1874  USGS QUAD   -  SAINT ANTHONY (2019)
 JA1874
 JA1874                         *CURRENT SURVEY CONTROL
 JA1874  ______________________________________________________________________
 JA1874* NAD 83(1997) POSITION- 38 16 30.50926(N) 086 46 44.14586(W)   ADJUSTED
 JA1874* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 JA1874  ______________________________________________________________________
 JA1874  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 JA1874  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 JA1874  HORZ ORDER      -  FIRST
 JA1874
 JA1874.The horizontal coordinates were established by classical geodetic methods
 JA1874.and adjusted by the National Geodetic Survey in May 1999.
 JA1874
 JA1874.The orthometric height was scaled from a topographic map.
 JA1874
 JA1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1874.GEOID18 height accuracy estimate available here.
 JA1874
 JA1874.Click photographs - Photos may exist for this station.
 JA1874
 JA1874.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1874
 JA1874. The following values were computed from the NAD 83(1997) position.
 JA1874
 JA1874;                    North         East     Units Scale Factor Converg.
 JA1874;SPC IN W     -   336,077.287   926,635.486   MT  0.99997540   +0 11 18.8
 JA1874;SPC IN W     - 1,102,613.57  3,040,136.59   sFT  0.99997540   +0 11 18.8
 JA1874;UTM  16      - 4,236,366.361   519,336.677   MT  0.99960460   +0 08 13.0
 JA1874
 JA1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1874!SPC IN W     -   0.99996888  x   0.99997540  =   0.99994428
 JA1874!UTM  16      -   0.99996888  x   0.99960460  =   0.99957350
 JA1874
 JA1874:                Primary Azimuth Mark                     Grid Az
 JA1874:SPC IN W     -  FERD AZ MK                               233 26 26.8
 JA1874:UTM  16      -  FERD AZ MK                               233 29 32.6
 JA1874
 JA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1933636366(NAD 83)
 JA1874
 JA1874|---------------------------------------------------------------------|
 JA1874| PID    Reference Object                     Distance      Geod. Az  |
 JA1874|                                                           dddmmss.s |
 JA1874| CG8647 FERD RM 1                            28.577 METERS 04659     |
 JA1874| JA1873 FERDINAND LOOKOUT TOWER              11.414 METERS 06648     |
 JA1874| CG8648 FERD RM 2                            64.185 METERS 20055     |
 JA1874| JA1830 FERDINAND SORROW MOTHER CHAPEL      APPROX. 8.8 KM 2285338.0 |
 JA1874| JA1831 FERDINAND NUNNERY DOME              APPROX. 8.7 KM 2301625.0 |
 JA1874| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX. 9.2 KM 2311828.3 |
 JA1874| CG8646 FERD AZ MK                                         2333745.6 |
 JA1874|---------------------------------------------------------------------|
 JA1874
 JA1874                          SUPERSEDED SURVEY CONTROL
 JA1874
 JA1874  NAD 83(1993)-  38 16 30.51234(N)    086 46 44.14788(W) AD(       ) 1
 JA1874  NAD 83(1986)-  38 16 30.51612(N)    086 46 44.14933(W) AD(       ) 1
 JA1874  NAD 27      -  38 16 30.31400(N)    086 46 44.17900(W) AD(       ) 1
 JA1874
 JA1874.Superseded values are not recommended for survey control.
 JA1874
 JA1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1874.See file dsdata.pdf to determine how the superseded data were derived.
 JA1874
 JA1874_MARKER: DS = TRIANGULATION STATION DISK
 JA1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1874_STAMPING: FRED 1946
 JA1874_MARK LOGO: CGS
 JA1874_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1874+STABILITY: SURFACE MOTION
 JA1874
 JA1874  HISTORY     - Date     Condition        Report By
 JA1874  HISTORY     - 1946     MONUMENTED       CGS
 JA1874  HISTORY     - 1965     GOOD             CGS
 JA1874  HISTORY     - 20170524 GOOD             GEOCAC
 JA1874
 JA1874                          STATION DESCRIPTION
 JA1874
 JA1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1874'THE STATION IS LOCATED APPROXIMATELY 9 MILES EAST-SOUTHEAST OF
 JA1874'HUNTINGBURG IN THE FERDINAND STATE FOREST AT THE SITE OF THE FERDINAND
 JA1874'LOOKOUT TOWER.  IT IS 24 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 JA1874'TOWER AND 7 FEET SOUTHWEST OF A STANDARD REFERENCE POST.  THE MARK
 JA1874'PROJECTS 4 INCHES AND THE DISK IS STAMPED FERD 1946.
 JA1874'
 JA1874'REFERENCE MARK NO 1 IS 93.76 FEET NORTHEAST OF THE STATION AND 45 FEET
 JA1874'NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER ON THE NORTH SLOPE OF
 JA1874'THE HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FERD NO
 JA1874'1 1946.
 JA1874'
 JA1874'REFERENCE MARK NO 2 IS 210.58 FEET SOUTH OF THE STATION, 16 FEET WEST
 JA1874'OF THE SOUTHEAST CORNER OF THE PARKING LOT AND 1 FOOT NORTH OF THE
 JA1874'PARKING LOT GUARD RAIL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1874'STAMPED FERD NO 2 1946.
 JA1874'
 JA1874'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHEAST OF THE STATION,
 JA1874'16.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 162, 5 FEET EAST OF
 JA1874'A STD REFERENCE POST AND 1.5 FEET NORTH OF A CONCRETE HIGHWAY RIGHT OF
 JA1874'WAY MARKER ON THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 JA1874'3 INCHES AND THE DISK IS STAMPED FERD 1946.
 JA1874'
 JA1874'FERDINAND LOOKOUT TOWER IS 53 FEET NORTHEAST OF THE STATION, A MORE
 JA1874'ACCURATE MEASUREMENT WAS NOT MADE AS THE LINE OF TRAVERSE MEASUREMENT
 JA1874'WAS OBSTRUCTED BY A 14 INCH TREE.  MEASUREMENT WAS MADE FROM THE
 JA1874'INTERSECTION OF THE DIAGONALS FORMED BY OPPOSITE LEG BASES.  DIRECTION
 JA1874'WAS TAKEN ON THE ESTIMATED CENTER OF THE TOP OF THE LOOKOUT CAGE.  THE
 JA1874'TOWER IS APPROXIMATELY 120 FEET HIGH AND IS ABOUT 100 FEET NORTH OF
 JA1874'THE PARKING LOT.
 JA1874'
 JA1874'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 64 IN
 JA1874'HUNTINGBURG, GO EAST ON 64 FOR 8.7 MILES TO A SCHOOL ON THE NORTH SIDE
 JA1874'OF THE ROAD AND A SIDE ROAD RIGHT AT A SIGN FERDINAND STATE FOREST,
 JA1874'TURN RIGHT AND GO SOUTHERLY 3.0 MILES ON A GRAVEL ROAD TO A REVERSE Y
 JA1874'AND FOREST ENTRANCE BILLBOARD, GO SHARP LEFT AND FOLLOW GRAVEL ROAD
 JA1874'1.1 MILES TO A FORK, TAKE LEFT FORK, FOLLOWING SIGN FIRETOWER, FOR 0.6
 JA1874'MILES TO A SECOND FORK, KEEP LEFT AS DIRECTED BY SIGN AND GO 1.05
 JA1874'MILES TO A THIRD FORK, AGAIN TAKE LEFT FORK AND FOLLOW GRAVEL ROAD 0.3
 JA1874'MILE TO THE STATION ON THE RIGHT AT FIRETOWER PARKING LOT.
 JA1874'
 JA1874'TO REACH THE AZIMUTH MARK FROM THE REVERSE Y AT FOREST ENTRANCE, GO
 JA1874'WEST ON STATE HIGHWAY 162 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 JA1874'
 JA1874'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1874
 JA1874                          STATION RECOVERY (1965)
 JA1874
 JA1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1874'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA1874'ALL OF THE REFERENCE MEASUREMENTS WERE FOUND ADEQUATE WITH THE
 JA1874'FOLLOWING ADDITION TO BE NOTED.  A STEEL WITNESS POST AND SIGN WAS SET
 JA1874'0.8 OF A FOOT NORTH OF THE AZIMUTH MARK.  DUE TO CHANGES IN THE
 JA1874'HIGHWAYS, A NEW TO REACH FOR THE STATION AND THE AZIMUTH MARK FOLLOWS.
 JA1874'
 JA1874'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 231 AND STATE
 JA1874'ROUTES 45 AND 64 IN HUNTINGBURG, GO EASTERLY ON STATE ROUTE 64 FOR
 JA1874'8.55 MILES TO COUNTY ROAD 550 E ON THE RIGHT AND A LARGE SIGN
 JA1874'FERDINAND STATE FOREST ON THE LEFT.  HERE TURN RIGHT, SOUTH, ON COUNTY
 JA1874'ROAD 550 E FOR 2.1 MILES TO A GRAVELED T-ROAD LEFT, TURN LEFT, EAST,
 JA1874'ON THIS GRAVELED ROAD FOR 0.8 MILE TO THE SITE OF THE LOOKOUT TOWER
 JA1874'AND THE STATION AS DESCRIBED IN 1946.
 JA1874'
 JA1874'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 JA1874'ROAD FOR 0.8 MILE TO COUNTY ROAD 550 E.  HERE TURN LEFT, SOUTH, ON
 JA1874'COUNTY ROAD 550 E FOR 0.75 MILE TO THE ENTRANCE OF FERDINAND STATE
 JA1874'FOREST PARK, WHERE STATE ROUTE 264 BEGINS, AND THE PINE HILL STORE ON
 JA1874'THE RIGHT.  HERE TURN RIGHT, WEST, ON STATE ROUTE 264 AND GO 0.3 MILE
 JA1874'TO THE AZIMUTH MARK ON THE RIGHT.
 JA1874'
 JA1874'THIS WAS NOT AN OCCUPIED STATION.
 JA1874
 JA1874                          STATION RECOVERY (2017)
 JA1874
 JA1874'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1825 ***********************************************************************
 JA1825  DESIGNATION -  FERDINAND
 JA1825  PID         -  JA1825
 JA1825  STATE/COUNTY-  IN/SPENCER
 JA1825  COUNTRY     -  US
 JA1825  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1825
 JA1825                         *CURRENT SURVEY CONTROL
 JA1825  ______________________________________________________________________
 JA1825* NAD 83(1997) POSITION- 38 11 12.03538(N) 086 52 08.59929(W)   ADJUSTED
 JA1825* NAVD 88 ORTHO HEIGHT -   199.74  (+/-2cm)      655.3   (feet) VERTCON3
 JA1825  ______________________________________________________________________
 JA1825  GEOID HEIGHT    -        -32.219 (meters)                     GEOID18
 JA1825  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 JA1825  HORZ ORDER      -  SECOND
 JA1825  VERT ORDER      -  THIRD ? (See Below)
 JA1825
 JA1825.The horizontal coordinates were established by classical geodetic methods
 JA1825.and adjusted by the National Geodetic Survey in May 1999.
 JA1825
 JA1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1825
 JA1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1825.GEOID18 height accuracy estimate available here.
 JA1825
 JA1825.The vertical order pertains to the NGVD 29 superseded value.
 JA1825
 JA1825.Click photographs - Photos may exist for this station.
 JA1825
 JA1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1825
 JA1825. The following values were computed from the NAD 83(1997) position.
 JA1825
 JA1825;                    North         East     Units Scale Factor Converg.
 JA1825;SPC IN W     -   326,235.800   918,772.138   MT  0.99997100   +0 07 56.9
 JA1825;SPC IN W     - 1,070,325.29  3,014,338.26   sFT  0.99997100   +0 07 56.9
 JA1825;UTM  16      - 4,226,535.596   511,467.388   MT  0.99960162   +0 04 51.4
 JA1825
 JA1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1825!SPC IN W     -   0.99997371  x   0.99997100  =   0.99994472
 JA1825!UTM  16      -   0.99997371  x   0.99960162  =   0.99957534
 JA1825
 JA1825:                Primary Azimuth Mark                     Grid Az
 JA1825:SPC IN W     -  FERDINAND AZ MK                          165 08 43.4
 JA1825:UTM  16      -  FERDINAND AZ MK                          165 11 48.9
 JA1825
 JA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1146726535(NAD 83)
 JA1825
 JA1825|---------------------------------------------------------------------|
 JA1825| PID    Reference Object                     Distance      Geod. Az  |
 JA1825|                                                           dddmmss.s |
 JA1825| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX. 4.1 KM 0100248.8 |
 JA1825| CG8650 FERDINAND RM 1                       23.658 METERS 01024     |
 JA1825| JA1831 FERDINAND NUNNERY DOME              APPROX. 4.4 KM 0154233.5 |
 JA1825| CG8649 FERDINAND AZ MK                                    1651640.3 |
 JA1825| CG8651 FERDINAND RM 2                       22.982 METERS 17520     |
 JA1825| JA1862 MARIAH HILL HELP OF CHRIST CH       APPROX. 5.5 KM 2460109.1 |
 JA1825|---------------------------------------------------------------------|
 JA1825
 JA1825                          SUPERSEDED SURVEY CONTROL
 JA1825
 JA1825  NAD 83(1993)-  38 11 12.03794(N)    086 52 08.60109(W) AD(       ) 2
 JA1825  NAD 83(1986)-  38 11 12.04271(N)    086 52 08.60264(W) AD(       ) 2
 JA1825  NAD 27      -  38 11 11.84200(N)    086 52 08.62600(W) AD(       ) 2
 JA1825  NGVD 29             199.84   (m)          655.6    (f) LEVELING    3  
 JA1825
 JA1825.Superseded values are not recommended for survey control.
 JA1825
 JA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1825.See file dsdata.pdf to determine how the superseded data were derived.
 JA1825
 JA1825_MARKER: DS = TRIANGULATION STATION DISK
 JA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1825_STAMPING: FERDINAND 1946
 JA1825_MARK LOGO: CGS
 JA1825_PROJECTION: RECESSED 30 CENTIMETERS
 JA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1825+STABILITY: SURFACE MOTION
 JA1825
 JA1825  HISTORY     - Date     Condition        Report By
 JA1825  HISTORY     - 1946     MONUMENTED       CGS
 JA1825
 JA1825                          STATION DESCRIPTION
 JA1825
 JA1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1825'THIS STATION IS ALONG STATE HIGHWAY 162, 2.8 MILES SOUTH FROM THE POST
 JA1825'OFFICE AND 1.4 MILES SOUTH FROM THE DUBOIS-SPENCER COUNTY LINE, AT THE
 JA1825'HIGHEST POINT OF AN OPEN FIELD.  THE STATION MARK IS 37 FEET WEST OF
 JA1825'THE CENTERLINE OF THE HIGHWAY AND 13 FEET NORTHWEST OF A WHITE WITNESS
 JA1825'POST, NEAR THE EAST EDGE OF THE FIELD.  THE MARK IS 12 INCHES BELOW
 JA1825'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FERDINAND 1946.
 JA1825'
 JA1825'REFERENCE MARK NO 1 IS 77.62 FEET NORTH OF THE STATION, 120 FEET SOUTH
 JA1825'OF A HIGHWAY CULVERT AND 24 FEET WEST OF THE CENTERLINE OF THE
 JA1825'HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FERDINAND
 JA1825'NO 1 1946.
 JA1825'
 JA1825'REFERENCE MARK NO 2 IS 75.40 FEET SOUTH OF THE STATION, 24 FEET WEST
 JA1825'OF THE CENTERLINE OF THE HIGHWAY, ALONG THE EAST EDGE OF THE FIELD.
 JA1825'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FERDINAND NO 2
 JA1825'1946.
 JA1825'
 JA1825'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 30 FEET SOUTH OF THE
 JA1825'CENTERLINE OF STATE HIGHWAY 62, 24 FEET WEST OF A HOUSE DRIVEWAY AND
 JA1825'12 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JA1825'THE DISK IS STAMPED FERDINAND 1946.
 JA1825'
 JA1825'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG STATE
 JA1825'HIGHWAY 162 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 62, TURN
 JA1825'LEFT ON STATE HIGHWAY 62 AND GO 0.8 MILE TO THE MARK ON THE RIGHT IN
 JA1825'FRONT OF A WHITE HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1873 ***********************************************************************
 JA1873  DESIGNATION -  FERDINAND LOOKOUT TOWER
 JA1873  PID         -  JA1873
 JA1873  STATE/COUNTY-  IN/DUBOIS
 JA1873  COUNTRY     -  US
 JA1873  USGS QUAD   -  SAINT ANTHONY (2019)
 JA1873
 JA1873                         *CURRENT SURVEY CONTROL
 JA1873  ______________________________________________________________________
 JA1873* NAD 83(1997) POSITION- 38 16 30.65511(N) 086 46 43.71424(W)   ADJUSTED
 JA1873  ______________________________________________________________________
 JA1873  GEOID HEIGHT    -        -32.571 (meters)                     GEOID18
 JA1873  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 JA1873  HORZ ORDER      -  THIRD
 JA1873
 JA1873.The horizontal coordinates were established by classical geodetic methods
 JA1873.and adjusted by the National Geodetic Survey in May 1999.
 JA1873
 JA1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1873.GEOID18 height accuracy estimate available here.
 JA1873
 JA1873.Click photographs - Photos may exist for this station.
 JA1873
 JA1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1873
 JA1873. The following values were computed from the NAD 83(1997) position.
 JA1873
 JA1873;                    North         East     Units Scale Factor Converg.
 JA1873;SPC IN W     -   336,081.818   926,645.962   MT  0.99997541   +0 11 19.1
 JA1873;SPC IN W     - 1,102,628.43  3,040,170.96   sFT  0.99997541   +0 11 19.1
 JA1873;UTM  16      - 4,236,370.882   519,347.153   MT  0.99960461   +0 08 13.3
 JA1873
 JA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1934736370(NAD 83)
 JA1873
 JA1873                          SUPERSEDED SURVEY CONTROL
 JA1873
 JA1873  NAD 83(1993)-  38 16 30.65819(N)    086 46 43.71627(W) AD(       ) 3
 JA1873  NAD 83(1986)-  38 16 30.66179(N)    086 46 43.71748(W) AD(       ) 3
 JA1873  NAD 27      -  38 16 30.46000(N)    086 46 43.74700(W) AD(       ) 3
 JA1873
 JA1873.Superseded values are not recommended for survey control.
 JA1873
 JA1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1873.See file dsdata.pdf to determine how the superseded data were derived.
 JA1873
 JA1873_MARKER: 57 = LOOKOUT TOWER
 JA1873_SETTING: 0 = UNSPECIFIED SETTING
 JA1873
 JA1873  HISTORY     - Date     Condition        Report By
 JA1873  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1873  HISTORY     - 20170524 GOOD             GEOCAC
 JA1873
 JA1873                          STATION DESCRIPTION
 JA1873
 JA1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1873'FERDINAND LOOKOUT TOWER IS 16.1 METERS (52.8 FEET) NORTHEAST OF THE
 JA1873'STATION, A MORE ACCURATE MEASUREMENT WAS NOT MADE AS THE LINE OF
 JA1873'TRAVERSE MEASUREMENT WAS OBSTRUCTED BY A 14 INCH TREE.  *MEASUREMENT
 JA1873'WAS MADE FROM INTERSECTION OF THE DIAGONALS FORMED BY OPPOSITE LEG
 JA1873'BASES.  DIRECTION WAS TAKEN ON THE ESTIMATED CENTER OF THE TOP OF THE
 JA1873'LOOKOUT CAGE.  THE TOWER IS APPROXIMATELY 120 FEET HIGH AND IS ABOUT
 JA1873'100 FEET NORTH OF THE PARKING LOT.
 JA1873'
 JA1873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 64 IN
 JA1873'HUNTINGBURG, GO EAST ON 64 FOR 8.7 MILES TO A SCHOOL ON THE NORTH SIDE
 JA1873'OF THE ROAD AND A SIDE ROAD RIGHT AT A SIGN FERDINAND STATE FOREST,
 JA1873'TURN RIGHT AND GO SOUTHERLY 3.0 MILES ON A GRAVEL ROAD TO A REVERSE Y
 JA1873'AND FOREST ENTRANCE BILLBOARD, GO SHARP LEFT AND FOLLOW GRAVEL ROAD
 JA1873'1.1 MILES TO A FORK, TAKE LEFT FORK, FOLLOWING SIGN FIRETOWER, FOR 0.6
 JA1873'MILE TO A SECOND FORK, KEEP LEFT AS DIRECTED BY SIGN AND GO 1.05 MILES
 JA1873'TO A THIRD FORK, AGAIN TAKE LEFT FORK AND FOLLOW GRAVEL ROAD 0.3 MILE
 JA1873'TO THE STATION ON THE RIGHT AT FIRETOWER PARKING LOT.
 JA1873
 JA1873                          STATION RECOVERY (2017)
 JA1873
 JA1873'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1831 ***********************************************************************
 JA1831  DESIGNATION -  FERDINAND NUNNERY DOME
 JA1831  PID         -  JA1831
 JA1831  STATE/COUNTY-  IN/DUBOIS
 JA1831  COUNTRY     -  US
 JA1831  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1831
 JA1831                         *CURRENT SURVEY CONTROL
 JA1831  ______________________________________________________________________
 JA1831* NAD 83(1997) POSITION- 38 13 29.96974(N) 086 51 19.41851(W)   ADJUSTED
 JA1831  ______________________________________________________________________
 JA1831  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 JA1831  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 JA1831  HORZ ORDER      -  THIRD
 JA1831
 JA1831.The horizontal coordinates were established by classical geodetic methods
 JA1831.and adjusted by the National Geodetic Survey in May 1999.
 JA1831
 JA1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1831.GEOID18 height accuracy estimate available here.
 JA1831
 JA1831.Click photographs - Photos may exist for this station.
 JA1831
 JA1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1831
 JA1831. The following values were computed from the NAD 83(1997) position.
 JA1831
 JA1831;                    North         East     Units Scale Factor Converg.
 JA1831;SPC IN W     -   330,491.512   919,958.496   MT  0.99997157   +0 08 27.7
 JA1831;SPC IN W     - 1,084,287.57  3,018,230.50   sFT  0.99997157   +0 08 27.7
 JA1831;UTM  16      - 4,230,788.667   512,657.134   MT  0.99960197   +0 05 22.1
 JA1831
 JA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1265730788(NAD 83)
 JA1831
 JA1831                          SUPERSEDED SURVEY CONTROL
 JA1831
 JA1831  NAD 83(1993)-  38 13 29.97258(N)    086 51 19.42045(W) AD(       ) 3
 JA1831  NAD 83(1986)-  38 13 29.97702(N)    086 51 19.42165(W) AD(       ) 3
 JA1831  NAD 27      -  38 13 29.77800(N)    086 51 19.44400(W) AD(       ) 3
 JA1831
 JA1831.Superseded values are not recommended for survey control.
 JA1831
 JA1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1831.See file dsdata.pdf to determine how the superseded data were derived.
 JA1831
 JA1831_MARKER: 87 = DOME
 JA1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1831+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 JA1831
 JA1831  HISTORY     - Date     Condition        Report By
 JA1831  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1831  HISTORY     - 20061222 GOOD             GEOCAC
 JA1831  HISTORY     - 20100915 GOOD             GEOCAC
 JA1831  HISTORY     - 20120527 GOOD             GEOCAC
 JA1831
 JA1831                          STATION DESCRIPTION
 JA1831
 JA1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1831'THE STATION IS THE GRAY CUPOLA ATOP THE DOME OF THE ACADEMY OF THE
 JA1831'IMMACULATE
 JA1831'CONCEPTION, WHICH IS LOCATED 0.4 MILE EAST OF STATE
 JA1831'HIGHWAY 162 IN EASTERN
 JA1831'FERDINAND.  THE NUNNERY IS A RED BRICK
 JA1831'BUILDING WITH A RED TILE COVERED DOME AT
 JA1831'THE WEST END.  THE DOME IS
 JA1831'ABOUT 65 FEET HIGH AND ABOUT 40 FEET IN DIAMETER.  THE CUPLOA
 JA1831'CUPOLA
 JA1831'PROJECTS ABOUT 6 FEET ABOVE THE TOP OF THE DOME.
 JA1831
 JA1831                          STATION RECOVERY (2006)
 JA1831
 JA1831'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JA1831'RECOVERED IN GOOD CONDITION.
 JA1831
 JA1831                          STATION RECOVERY (2010)
 JA1831
 JA1831'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1831'DOME OBSERVED IN GOOD CONDITION
 JA1831
 JA1831                          STATION RECOVERY (2012)
 JA1831
 JA1831'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 JA1831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1830 ***********************************************************************
 JA1830  DESIGNATION -  FERDINAND SORROW MOTHER CHAPEL
 JA1830  PID         -  JA1830
 JA1830  STATE/COUNTY-  IN/DUBOIS
 JA1830  COUNTRY     -  US
 JA1830  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1830
 JA1830                         *CURRENT SURVEY CONTROL
 JA1830  ______________________________________________________________________
 JA1830* NAD 83(1997) POSITION- 38 13 22.00867(N) 086 51 17.86996(W)   ADJUSTED
 JA1830  ______________________________________________________________________
 JA1830  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 JA1830  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 JA1830  HORZ ORDER      -  THIRD
 JA1830
 JA1830.The horizontal coordinates were established by classical geodetic methods
 JA1830.and adjusted by the National Geodetic Survey in May 1999.
 JA1830
 JA1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1830.GEOID18 height accuracy estimate available here.
 JA1830
 JA1830.Click photographs - Photos may exist for this station.
 JA1830
 JA1830.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1830
 JA1830. The following values were computed from the NAD 83(1997) position.
 JA1830
 JA1830;                    North         East     Units Scale Factor Converg.
 JA1830;SPC IN W     -   330,246.145   919,996.766   MT  0.99997159   +0 08 28.7
 JA1830;SPC IN W     - 1,083,482.56  3,018,356.06   sFT  0.99997159   +0 08 28.7
 JA1830;UTM  16      - 4,230,543.356   512,695.169   MT  0.99960198   +0 05 23.1
 JA1830
 JA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1269530543(NAD 83)
 JA1830
 JA1830                          SUPERSEDED SURVEY CONTROL
 JA1830
 JA1830  NAD 83(1993)-  38 13 22.01177(N)    086 51 17.87174(W) AD(       ) 3
 JA1830  NAD 83(1986)-  38 13 22.01601(N)    086 51 17.87305(W) AD(       ) 3
 JA1830  NAD 27      -  38 13 21.82000(N)    086 51 17.89000(W) AD(       ) 3
 JA1830
 JA1830.Superseded values are not recommended for survey control.
 JA1830
 JA1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1830.See file dsdata.pdf to determine how the superseded data were derived.
 JA1830
 JA1830_MARKER: 90 = CHURCH SPIRE
 JA1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1830+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 JA1830
 JA1830  HISTORY     - Date     Condition        Report By
 JA1830  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1830  HISTORY     - 20061222 GOOD             GEOCAC
 JA1830  HISTORY     - 20100915 GOOD             GEOCAC
 JA1830
 JA1830                          STATION DESCRIPTION
 JA1830
 JA1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1830'THE STATION IS THE SPIRE OF THE CHURCH AND IS LOCATED 0.4 MILE EAST
 JA1830'OF STATE HIGHWAY
 JA1830'162 AND 0.2 MILE SOUTH OF THE CONVENT, IN EASTER
 JA1830'FERDINAND.  THE CHURCH IS A RED
 JA1830'BRICK BUILDING WITH A WHITE WOODEN
 JA1830'SPIRE ABOUT 50 FEET HIGH.
 JA1830
 JA1830                          STATION RECOVERY (2006)
 JA1830
 JA1830'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JA1830'RECOVERED IN GOOD CONDITION.
 JA1830
 JA1830                          STATION RECOVERY (2010)
 JA1830
 JA1830'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1830'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1824 ***********************************************************************
 JA1824  DESIGNATION -  FERDINAND ST FERDINAND CATH CH
 JA1824  PID         -  JA1824
 JA1824  STATE/COUNTY-  IN/DUBOIS
 JA1824  COUNTRY     -  US
 JA1824  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1824
 JA1824                         *CURRENT SURVEY CONTROL
 JA1824  ______________________________________________________________________
 JA1824* NAD 83(1997) POSITION- 38 13 24.15659(N) 086 51 38.92635(W)   ADJUSTED
 JA1824  ______________________________________________________________________
 JA1824  GEOID HEIGHT    -        -32.322 (meters)                     GEOID18
 JA1824  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 JA1824  HORZ ORDER      -  THIRD
 JA1824
 JA1824.The horizontal coordinates were established by classical geodetic methods
 JA1824.and adjusted by the National Geodetic Survey in May 1999.
 JA1824
 JA1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1824.GEOID18 height accuracy estimate available here.
 JA1824
 JA1824.Click photographs - Photos may exist for this station.
 JA1824
 JA1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1824
 JA1824. The following values were computed from the NAD 83(1997) position.
 JA1824
 JA1824;                    North         East     Units Scale Factor Converg.
 JA1824;SPC IN W     -   330,311.124   919,484.449   MT  0.99997134   +0 08 15.6
 JA1824;SPC IN W     - 1,083,695.75  3,016,675.23   sFT  0.99997134   +0 08 15.6
 JA1824;UTM  16      - 4,230,608.772   512,183.100   MT  0.99960183   +0 05 10.0
 JA1824
 JA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1218330608(NAD 83)
 JA1824
 JA1824                          SUPERSEDED SURVEY CONTROL
 JA1824
 JA1824  NAD 83(1993)-  38 13 24.15936(N)    086 51 38.92840(W) AD(       ) 3
 JA1824  NAD 83(1986)-  38 13 24.16390(N)    086 51 38.92948(W) AD(       ) 3
 JA1824  NAD 27      -  38 13 23.96500(N)    086 51 38.95100(W) AD(       ) 3
 JA1824
 JA1824.Superseded values are not recommended for survey control.
 JA1824
 JA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1824.See file dsdata.pdf to determine how the superseded data were derived.
 JA1824
 JA1824_MARKER: 90 = CHURCH SPIRE
 JA1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1824+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 JA1824
 JA1824  HISTORY     - Date     Condition        Report By
 JA1824  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1824  HISTORY     - 20061222 GOOD             GEOCAC
 JA1824  HISTORY     - 20100915 GOOD             GEOCAC
 JA1824  HISTORY     - 20120527 GOOD             GEOCAC
 JA1824
 JA1824                          STATION DESCRIPTION
 JA1824
 JA1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1824'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ONE BLOCK EAST OF
 JA1824'STATE HIGHWAY 162
 JA1824'IN SOUTHEASTERN FERDINAND.  THE CHRUCH IS A BROWN
 JA1824'STONE BUILDING WITH A SLATE COVERED
 JA1824'SPIRE WHICH IS GRAY IN COLOR AND
 JA1824'BOUT 100 FEET HIGH.
 JA1824
 JA1824                          STATION RECOVERY (2006)
 JA1824
 JA1824'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JA1824'RECOVERED IN GOOD CONDITION.
 JA1824
 JA1824                          STATION RECOVERY (2010)
 JA1824
 JA1824'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1824'SPIRE OBSERVED IN GOOD CONDITION
 JA1824
 JA1824                          STATION RECOVERY (2012)
 JA1824
 JA1824'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 JA1824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2014 ***********************************************************************
 LA2014  DESIGNATION -  FIAT
 LA2014  PID         -  LA2014
 LA2014  STATE/COUNTY-  IN/BLACKFORD
 LA2014  COUNTRY     -  US
 LA2014  USGS QUAD   -  PETROLEUM (2019)
 LA2014
 LA2014                         *CURRENT SURVEY CONTROL
 LA2014  ______________________________________________________________________
 LA2014* NAD 83(1997) POSITION- 40 33 08.06148(N) 085 12 12.86723(W)   ADJUSTED
 LA2014* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 LA2014  ______________________________________________________________________
 LA2014  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LA2014  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 LA2014  HORZ ORDER      -  THIRD
 LA2014
 LA2014.The horizontal coordinates were established by classical geodetic methods
 LA2014.and adjusted by the National Geodetic Survey in May 1999.
 LA2014
 LA2014.The orthometric height was scaled from a topographic map.
 LA2014
 LA2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2014.GEOID18 height accuracy estimate available here.
 LA2014
 LA2014.Click photographs - Photos may exist for this station.
 LA2014
 LA2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2014
 LA2014. The following values were computed from the NAD 83(1997) position.
 LA2014
 LA2014;                    North         East     Units Scale Factor Converg.
 LA2014;SPC IN E     -   588,939.271   139,223.604   MT  0.99998560   +0 18 03.9
 LA2014;SPC IN E     - 1,932,211.59    456,769.44   sFT  0.99998560   +0 18 03.9
 LA2014;UTM  16      - 4,490,603.847   652,103.853   MT  0.99988478   +1 10 05.4
 LA2014
 LA2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2014!SPC IN E     -   0.99996283  x   0.99998560  =   0.99994843
 LA2014!UTM  16      -   0.99996283  x   0.99988478  =   0.99984762
 LA2014
 LA2014:                Primary Azimuth Mark                     Grid Az
 LA2014:SPC IN E     -  FIAT AZ MK                               268 11 30.1
 LA2014:UTM  16      -  FIAT AZ MK                               267 19 28.6
 LA2014
 LA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5210390603(NAD 83)
 LA2014
 LA2014|---------------------------------------------------------------------|
 LA2014| PID    Reference Object                     Distance      Geod. Az  |
 LA2014|                                                           dddmmss.s |
 LA2014| CC8690 FIAT RM 1                            27.460 METERS 01924     |
 LA2014| CC8691 FIAT RM 2                            26.030 METERS 25859     |
 LA2014| CC8689 FIAT AZ MK                                         2682934.0 |
 LA2014|---------------------------------------------------------------------|
 LA2014
 LA2014                          SUPERSEDED SURVEY CONTROL
 LA2014
 LA2014  NAD 83(1995)-  40 33 08.06212(N)    085 12 12.87080(W) AD(       ) 3
 LA2014  NAD 83(1986)-  40 33 08.06425(N)    085 12 12.88117(W) AD(       ) 3
 LA2014  NAD 27      -  40 33 07.89950(N)    085 12 12.96770(W) AD(       ) 3
 LA2014
 LA2014.Superseded values are not recommended for survey control.
 LA2014
 LA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2014.See file dsdata.pdf to determine how the superseded data were derived.
 LA2014
 LA2014_MARKER: DS = TRIANGULATION STATION DISK
 LA2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2014_STAMPING: FIAT 1955
 LA2014_MARK LOGO: CGS
 LA2014_PROJECTION: FLUSH
 LA2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2014+STABILITY: SURFACE MOTION
 LA2014
 LA2014  HISTORY     - Date     Condition        Report By
 LA2014  HISTORY     - 1955     MONUMENTED       CGS
 LA2014  HISTORY     - 1964     GOOD             CGS
 LA2014  HISTORY     - 1970     GOOD             NGS
 LA2014
 LA2014                          STATION DESCRIPTION
 LA2014
 LA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2014'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLUFFTON, 4 MILES EAST
 LA2014'OF MONTPELIER AND 3 MILES WEST OF FIAT.
 LA2014'
 LA2014'IT IS 51 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 42
 LA2014'FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 15 FEET NORTH OF A WIRE
 LA2014'FENCE AND A WHITE 4 INCH X 4 INCH WITNESS POST, AND ON LAND OWNED BY
 LA2014'MR. WILLIAM BROWN.
 LA2014'
 LA2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303 AND 18 IN
 LA2014'MONTPELIER, GO EAST ON STATE HIGHWAY 18 FOR 3.5 MILES TO THE AZIMUTH
 LA2014'MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE (EAST) ON THE HIGHWAY
 LA2014'FOR 0.55 MILE TO MR. BROWNS FARM HOME ON THE LEFT AND THE STATION AS
 LA2014'DESCRIBED.
 LA2014'
 LA2014'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2014'IS STAMPED FIAT 1955.
 LA2014'
 LA2014'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 3
 LA2014'INCHES, AND THE DISK IS STAMPED FIAT NO 1 1955.
 LA2014'
 LA2014'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 4
 LA2014'INCHES, AND THE DISK IS STAMPED FIAT NO 2 1955.
 LA2014'
 LA2014'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 15
 LA2014'FEET WEST OF A FENCE CORNER, 7 FEET WEST OF POWERLINE POLE NO. 38, 3
 LA2014'FEET NORTHEAST OF A WHITE 4 INCH X 4 INCH WITNESS POST, AND 1.5 FEET
 LA2014'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 LA2014'STAMPED FIAT 1955.
 LA2014'
 LA2014'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2014
 LA2014                          STATION RECOVERY (1964)
 LA2014
 LA2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2014'ABOUT 2.9 MILES W ALONG NO. 18 INDIANA HWY. FROM ITS INTERSECTION WITH
 LA2014'NO. 1 INDIANA HWY. AT FIAT CROSSROADS, 0.1 MILE W OF BLACKFORD
 LA2014'METHODIST CHURCH, ON CREST OF RIDGE.
 LA2014'
 LA2014'IT IS 51.8 FEET WSW OF SW CORNER OF BARN, 23.1 FEET S OF PROJECTED
 LA2014'PLANE OF S WALL OF BARN, 47-1/2 FEET N OF CENTER LINE OF HWY., 1.6
 LA2014'FEET HIGHER THAN SAME, STANDARD DISKS STAMPED FIAT 1955 ARE SET IN
 LA2014'MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 LA2014'
 LA2014'R.M. STAMPED FLAT NO 1 1955, PROJECTS 0.2 FOOT, IS 27.454 METERS OR
 LA2014'90.07 FEET N 19 DEG 24 MIN E FROM THE STATION, 17.3 FEET WNW OF NW
 LA2014'CORNER OF BARN, AND 7 FEET N OF PROJECTED PLANE OF N WALL OF SAME.
 LA2014'
 LA2014'R.M. STAMPED FIAT NO 2 1955, PROJECTS 0.3 FOOT, IS 26.030 METERS OR
 LA2014'85.40 FEET S 78 DEG 59 MIN W FROM THE STATION, 21 FEET N. OF THE
 LA2014'CENTER LINE OF HWY., 1.3 FEET HIGHER THAN SAME, 15-1/2 FEET W OF
 LA2014'PROJECTED LINE OF FENCE FROM N, AND 1.3 FEET N OF STEEL WITNESS POST.
 LA2014'
 LA2014'AZIMUTH MARK STAMPED FIAT 1955, PROJECTS 0.5 FOOT, IS ABOUT 0.55 MILE
 LA2014'S 88 DEG 30 MIN W FROM THE STATION, 33 FEET S 88 DEG 30 MIN W FROM THE
 LA2014'PROJECTED PLANE OF FRAME HOUSE, 29 FEET S OF CENTER LINE OF HWY.,
 LA2014'ABOUT WITH SAME, 7 FEET W OF NO. 38 POWER POLE, AND 2 FEET E OF STEEL
 LA2014'WITNESS POST.
 LA2014
 LA2014                          STATION RECOVERY (1970)
 LA2014
 LA2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LA2014'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS
 LA2014'OCCUPIED FOR A NEW DESCRIPTION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LA2014'FOUND TO BE SHORTER BY .05 OF A FOOT AND THE DIRECTION IN ERROR BY 2
 LA2014'MINUTES.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 LA2014'WAS FOUND TO BE IN ERROR BY 4 MINUTES.  A NEW DESCRIPTION FOLLOWS--
 LA2014'
 LA2014'THE STATION IS LOCATED ABOUT 4 MILES EAST OF MONTPELIER, ON THE
 LA2014'PROPERTY OF MR. EDWIN BROWN, 57 FEET NORTH OF THE CENTERLINE OF THE
 LA2014'HIGHWAY, 17 FEET NORTH OF A FENCE, 40 FEET EAST-SOUTHEAST OF A METAL
 LA2014'CONCRETE FILLED CORNER POST, 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LA2014'OF A BARN, 87 FEET WEST OF A CONCRETE CORNER POST AT THE SOUTHEAST
 LA2014'CORNER OF BARNYARD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LA2014'STAMPED FIAT 1955.
 LA2014'
 LA2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 303 IN
 LA2014'MONTPELIER, GO EAST ON HIGHWAY 18 FOR 3.5 MILES TO THE AZIMUTH MARK ON
 LA2014'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.55 MILE TO THE STATION
 LA2014'ON THE LEFT.
 LA2014'
 LA2014'REFERENCE MARK 1 IS 16 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA2014'BARN, 15 FEET WEST OF A BOARD FENCE AND 18 FEET NORTHEAST OF A WIRE
 LA2014'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FIAT NO
 LA2014'1 1955.
 LA2014'
 LA2014'REFERENCE MARK 2 IS 29 FEET SOUTHWEST OF A CONCRETE FILLED METAL FENCE
 LA2014'CORNER POST, 1 FOOT NORTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 LA2014'POST AND 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 LA2014'PROJECTS 3 INCHES AND THE DISK IS STAMPED FIAT NO 2 1955.
 LA2014'
 LA2014'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 15
 LA2014'FEET WEST OF A FENCE CORNER, 8 FEET WEST OF A POWER POLE, 1 FOOT NORTH
 LA2014'OF A FENCE, 2 FEET EAST OF A METAL WITNESS POST AND 29 FEET SOUTH OF
 LA2014'THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6 INCHES AND THE
 LA2014'DISK IS STAMPED FIAT 1955.
 LA2014'
 LA2014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 LA2014'OF FIAT.
 LA2014'
 LA2014'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2437 ***********************************************************************
 ME2437  DESIGNATION -  FIELD
 ME2437  PID         -  ME2437
 ME2437  STATE/COUNTY-  IN/LA PORTE
 ME2437  COUNTRY     -  US
 ME2437  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2437
 ME2437                         *CURRENT SURVEY CONTROL
 ME2437  ______________________________________________________________________
 ME2437* NAD 83(1997) POSITION- 41 41 51.13780(N) 086 49 13.81845(W)   ADJUSTED
 ME2437* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 ME2437  ______________________________________________________________________
 ME2437  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 ME2437  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 ME2437  HORZ ORDER      -  SECOND
 ME2437
 ME2437.This mark is at Michigan City Airport (MGC)
 ME2437
 ME2437.The horizontal coordinates were established by classical geodetic methods
 ME2437.and adjusted by the National Geodetic Survey in May 1999.
 ME2437
 ME2437.The orthometric height was scaled from a topographic map.
 ME2437
 ME2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2437.GEOID18 height accuracy estimate available here.
 ME2437
 ME2437.Click photographs - Photos may exist for this station.
 ME2437
 ME2437.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2437
 ME2437. The following values were computed from the NAD 83(1997) position.
 ME2437
 ME2437;                    North         East     Units Scale Factor Converg.
 ME2437;SPC IN W     -   716,058.052   921,877.611   MT  0.99997255   +0 10 29.4
 ME2437;SPC IN W     - 2,349,267.13  3,024,526.80   sFT  0.99997255   +0 10 29.4
 ME2437;UTM  16      - 4,616,210.696   514,935.529   MT  0.99960274   +0 07 09.8
 ME2437
 ME2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2437!SPC IN W     -   0.99997443  x   0.99997255  =   0.99994699
 ME2437!UTM  16      -   0.99997443  x   0.99960274  =   0.99957718
 ME2437
 ME2437:                Primary Azimuth Mark                     Grid Az
 ME2437:SPC IN W     -  FIELD AZ MK                              259 18 16.4
 ME2437:UTM  16      -  FIELD AZ MK                              259 21 36.0
 ME2437
 ME2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1493516210(NAD 83)
 ME2437
 ME2437|---------------------------------------------------------------------|
 ME2437| PID    Reference Object                     Distance      Geod. Az  |
 ME2437|                                                           dddmmss.s |
 ME2437| CM3510 FIELD RM 1                           30.291 METERS 07120     |
 ME2437| ME2441 LAPORTE MICROWAVE KSA 44 LT         APPROX. 6.4 KM 1351145.1 |
 ME2437| ME2465 RADIO STATION WIMS SOUTH MAST       APPROX. 9.9 KM 2565532.5 |
 ME2437| ME2466 RADIO STATION WIMS MIDDLE MAST      APPROX. 9.9 KM 2571117.5 |
 ME2437| ME2467 RADIO STATION WIMS NORTH MAST       APPROX. 9.8 KM 2572701.3 |
 ME2437| CM3509 FIELD AZ MK                                        2592845.8 |
 ME2437| ME2439 MICHIGAN CITY MUNICIPAL TANK        APPROX. 4.3 KM 2875255.4 |
 ME2437| ME2457 MICHIGAN CITY N IND P S CO STK      APPROX. 7.8 KM 2894139.2 |
 ME2437| CM3511 FIELD RM 2                           28.463 METERS 34925     |
 ME2437|---------------------------------------------------------------------|
 ME2437
 ME2437                          SUPERSEDED SURVEY CONTROL
 ME2437
 ME2437  NAD 83(1994)-  41 41 51.14187(N)    086 49 13.82182(W) AD(       ) 2
 ME2437  NAD 83(1986)-  41 41 51.14114(N)    086 49 13.82233(W) AD(       ) 2
 ME2437  NAD 27      -  41 41 50.99310(N)    086 49 13.72460(W) AD(       ) 2
 ME2437
 ME2437.Superseded values are not recommended for survey control.
 ME2437
 ME2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2437.See file dsdata.pdf to determine how the superseded data were derived.
 ME2437
 ME2437_MARKER: DS = TRIANGULATION STATION DISK
 ME2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2437_STAMPING: FIELD 1952
 ME2437_MARK LOGO: CGS
 ME2437_PROJECTION: FLUSH
 ME2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2437+STABILITY: SURFACE MOTION
 ME2437
 ME2437  HISTORY     - Date     Condition        Report By
 ME2437  HISTORY     - 1952     MONUMENTED       CGS
 ME2437  HISTORY     - 1961     GOOD             THOMAS
 ME2437
 ME2437                          STATION DESCRIPTION
 ME2437
 ME2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2437'STATION IS LOCATED ABOUT 4 MILES EAST OF MICHIGAN CITY IN THE
 ME2437'SOUTHEAST CORNER OF THE
 ME2437'MICHIGAN CITY AIRPORT.  IT IS ABOUT 300 FEET NORTH OF U.S. HIGHWAY
 ME2437'NOS. 20 AND 35.  174 FEET NORTHEAST
 ME2437'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK HANGAR BUILDING AND 54
 ME2437'FEET SOUTHWEST OF THE CENTER OF A
 ME2437'CINDER ROAD.  THE MARK IS FLUSH AND THE DISK IS
 ME2437'STAMPED FIELD 1952.
 ME2437'
 ME2437'REFERENCE MARK NO. 1 IS 46 FEET NORTHEAST OF THE CENTER OF THE CINDER
 ME2437'ROAD.  THE MARK IS FLUSH AND
 ME2437'THE DISK IS STAMPED FIELD NO 1 1952.
 ME2437'
 ME2437'REFERENCE MARK NO. 2 IS 34 FEET SOUTHWEST OF THE CENTER OF THE CINDER
 ME2437'ROAD.  THE MARK IS FLUSH AND
 ME2437'THE DISK IS STAMPED FIELD NO 2 1952.
 ME2437'
 ME2437'AZIMUTH MARK IS 68 FEET SOUTHEAST OF THE Y INTERSECTION OF U.S.
 ME2437'HIGHWAYS 212 AND 20, 2
 ME2437'FEET NORTHEAST OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE
 ME2437'WITNESS POST.  THE MARK PROJECTS
 ME2437'ABOUT 8 INCHES AND THE DISK IS STAMPED FIELD 1952.
 ME2437'
 ME2437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY NOS.
 ME2437'35 AND 20 FOR 0.3 MILES TO THE
 ME2437'EAST POINT OF A CLOVERLEAF INTERSECTION.  TURN LEFT ON U.S. HIGHWAY
 ME2437'20 AND GO 0.15 MILE TO HIGHWAY 212
 ME2437'AND THE MARK ON THE LEFT AS DESCRIBED.
 ME2437'
 ME2437'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2437
 ME2437                          STATION RECOVERY (1961)
 ME2437
 ME2437'RECOVERY NOTE BY THOMAS ENG AND SURV 1961
 ME2437'RECOVERED BY THE THOS ENGR AND SURY CO.
 ME2437'
 ME2437'STATION, REFERENCE MARK NO. 1, AND AZIMUTH MARK WERE FOUND
 ME2437'UNDISTURBED.
 ME2437'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND.
 ME2437'
 ME2437'THE FORMER CONCRETE HANGER BUILDING HAS BEEN EXPANDED AND INCREASED
 ME2437'IN SIZE SUCH THAT NOW
 ME2437'THE STATION IS 175 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 ME2437'HANGER BUILDING, 152.5 FEET
 ME2437'NORTHWEST OF THE NORTHEAST CORNER OF THE HANGER
 ME2437'BUILDING, 37.0 FEET NORTHWEST OF A FENCH
 ME2437'CORNER AND 41.4 FEET NORTHEAST OF A FENCE
 ME2437'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2233 ***********************************************************************
 LA2233  DESIGNATION -  FIFTEEN
 LA2233  PID         -  LA2233
 LA2233  STATE/COUNTY-  IN/WABASH
 LA2233  COUNTRY     -  US
 LA2233  USGS QUAD   -  RICHVALLEY (2019)
 LA2233
 LA2233                         *CURRENT SURVEY CONTROL
 LA2233  ______________________________________________________________________
 LA2233* NAD 83(1997) POSITION- 40 52 06.10861(N) 085 53 16.47914(W)   ADJUSTED
 LA2233* NAVD 88 ORTHO HEIGHT -   239.56  (+/-2cm)      786.0   (feet) VERTCON3
 LA2233  ______________________________________________________________________
 LA2233  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 LA2233  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 LA2233  HORZ ORDER      -  SECOND
 LA2233  VERT ORDER      -  THIRD ? (See Below)
 LA2233
 LA2233.The horizontal coordinates were established by classical geodetic methods
 LA2233.and adjusted by the National Geodetic Survey in May 1999.
 LA2233
 LA2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2233
 LA2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2233.GEOID18 height accuracy estimate available here.
 LA2233
 LA2233.The vertical order pertains to the NGVD 29 superseded value.
 LA2233
 LA2233.Click photographs - Photos may exist for this station.
 LA2233
 LA2233.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2233
 LA2233. The following values were computed from the NAD 83(1997) position.
 LA2233
 LA2233;                    North         East     Units Scale Factor Converg.
 LA2233;SPC IN E     -   623,963.665    81,349.208   MT  0.99997095   -0 08 41.2
 LA2233;SPC IN E     - 2,047,120.79    266,893.19   sFT  0.99997095   -0 08 41.2
 LA2233;UTM  16      - 4,524,739.468   593,715.087   MT  0.99970810   +0 43 39.8
 LA2233
 LA2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2233!SPC IN E     -   0.99996778  x   0.99997095  =   0.99993873
 LA2233!UTM  16      -   0.99996778  x   0.99970810  =   0.99967589
 LA2233
 LA2233:                Primary Azimuth Mark                     Grid Az
 LA2233:SPC IN E     -  FIFTEEN AZ MK                            357 25 55.2
 LA2233:UTM  16      -  FIFTEEN AZ MK                            356 33 34.2
 LA2233
 LA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9371524739(NAD 83)
 LA2233
 LA2233|---------------------------------------------------------------------|
 LA2233| PID    Reference Object                     Distance      Geod. Az  |
 LA2233|                                                           dddmmss.s |
 LA2233| CC8693 FIFTEEN RM 1                         28.999 METERS 09722     |
 LA2233| CC8694 FIFTEEN RM 2                         39.709 METERS 17105     |
 LA2233| CC8692 FIFTEEN AZ MK                                      3571714.0 |
 LA2233|---------------------------------------------------------------------|
 LA2233
 LA2233                          SUPERSEDED SURVEY CONTROL
 LA2233
 LA2233  NAD 83(1986)-  40 52 06.11249(N)    085 53 16.49108(W) AD(       ) 2
 LA2233  NAD 27      -  40 52 05.95480(N)    085 53 16.53220(W) AD(       ) 2
 LA2233  NGVD 29             239.68   (m)          786.4    (f) LEVELING    3  
 LA2233
 LA2233.Superseded values are not recommended for survey control.
 LA2233
 LA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2233.See file dsdata.pdf to determine how the superseded data were derived.
 LA2233
 LA2233_MARKER: DS = TRIANGULATION STATION DISK
 LA2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2233_STAMPING: FIFTEEN 1948
 LA2233_MARK LOGO: CGS
 LA2233_PROJECTION: FLUSH
 LA2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2233+STABILITY: SURFACE MOTION
 LA2233
 LA2233  HISTORY     - Date     Condition        Report By
 LA2233  HISTORY     - 1948     MONUMENTED       CGS
 LA2233
 LA2233                          STATION DESCRIPTION
 LA2233
 LA2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2233'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF WABASH ALONG STATE
 LA2233'HIGHWAY 15 AT THE JUNCTION OF A BLACKTOP ROAD LEFT.
 LA2233'
 LA2233'IT IS 276 FEET NORTHWEST OF JUNCTION OF HIGHWAY 15 AND BLACKTOP ROAD,
 LA2233'46 FEET WEST OF CENTER OF HIGHWAY 15, 46 FEET EAST OF CENTER OF
 LA2233'BLACKTOP ROAD, AND 32 FEET NORTHEAST OF A WHITE WITNESS POST THE MARK
 LA2233'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIFTEEN 1948.
 LA2233'
 LA2233'REFERENCE MARK NO. 1 IS 95.14 FEET EAST OF THE STATION.  IT IS 40 FEET
 LA2233'WEST OF CENTER OF HIGHWAY 15 AND 1 FOOT WEST OF A FENCE.  THE MARK IS
 LA2233'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIFTEEN NO 1 1948.
 LA2233'
 LA2233'REFERENCE MARK NO. 2 IS 130.28 FEET SOUTH OF THE STATION.  IT IS 30
 LA2233'FEET WEST OF CENTER OF BLACKTOP ROAD AND 1 FOOT EAST OF A FENCE.  THE
 LA2233'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIFTEEN NO 2
 LA2233'1948.
 LA2233'
 LA2233'AZIMUTH MARK IS 0.45 MILES NORTH OF THE STATION.  IT IS 38 FEET WEST
 LA2233'OF CENTER OF HIGHWAY 15, 3 FEET SOUTHEAST OF A POWER POLE, 2 FEET
 LA2233'SOUTHEAST OF A WHITE WITNESS POST, AND 2 FEET EAST OF A FENCE.  THE
 LA2233'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FIFTEEN 1948.
 LA2233'
 LA2233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 LA2233'HIGHWAY 24 IN THE NORTHWEST SECTION OF WABASH, GO NORTHWEST ON HIGHWAY
 LA2233'15 FOR 5.3 MILES TO JUNCTION OF A BLACKTOP ROAD AND STATION ON LEFT AS
 LA2233'DESCRIBED.
 LA2233'
 LA2233'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 15 FOR
 LA2233'0.45 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LA2233'
 LA2233'HEIGHT OF LIGHT ABOVE STTION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2514 ***********************************************************************
 LB2514  DESIGNATION -  FILL
 LB2514  PID         -  LB2514
 LB2514  STATE/COUNTY-  IN/HAMILTON
 LB2514  COUNTRY     -  US
 LB2514  USGS QUAD   -  NOBLESVILLE (2019)
 LB2514
 LB2514                         *CURRENT SURVEY CONTROL
 LB2514  ______________________________________________________________________
 LB2514* NAD 83(1997) POSITION- 40 01 35.51701(N) 086 00 57.37101(W)   ADJUSTED
 LB2514* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 LB2514  ______________________________________________________________________
 LB2514  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 LB2514  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 LB2514  HORZ ORDER      -  SECOND
 LB2514
 LB2514.The horizontal coordinates were established by classical geodetic methods
 LB2514.and adjusted by the National Geodetic Survey in May 1999.
 LB2514
 LB2514.The orthometric height was scaled from a topographic map.
 LB2514
 LB2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2514.GEOID18 height accuracy estimate available here.
 LB2514
 LB2514.Click photographs - Photos may exist for this station.
 LB2514
 LB2514.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2514
 LB2514. The following values were computed from the NAD 83(1997) position.
 LB2514
 LB2514;                    North         East     Units Scale Factor Converg.
 LB2514;SPC IN E     -   530,522.014    70,187.019   MT  0.99997760   -0 13 28.7
 LB2514;SPC IN E     - 1,740,554.31    230,271.91   sFT  0.99997760   -0 13 28.7
 LB2514;UTM  16      - 4,431,165.854   583,967.576   MT  0.99968679   +0 37 58.5
 LB2514
 LB2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2514!SPC IN E     -   0.99996897  x   0.99997760  =   0.99994657
 LB2514!UTM  16      -   0.99996897  x   0.99968679  =   0.99965577
 LB2514
 LB2514:                Primary Azimuth Mark                     Grid Az
 LB2514:SPC IN E     -  STUB                                     153 06 13.3
 LB2514:UTM  16      -  STUB                                     152 14 46.1
 LB2514
 LB2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8396731165(NAD 83)
 LB2514
 LB2514|---------------------------------------------------------------------|
 LB2514| PID    Reference Object                     Distance      Geod. Az  |
 LB2514|                                                           dddmmss.s |
 LB2514| LB2509 SUB                                 161.858 METERS 12604     |
 LB2514| LB2506 STUB                                499.947 METERS 1525244.6 |
 LB2514|---------------------------------------------------------------------|
 LB2514
 LB2514                          SUPERSEDED SURVEY CONTROL
 LB2514
 LB2514  NAD 83(1986)-  40 01 35.50647(N)    086 00 57.38890(W) AD(       ) 2
 LB2514  NAD 27      -  40 01 35.37900(N)    086 00 57.44600(W) AD(       ) 2
 LB2514  USSD        -  40 01 35.41500(N)    086 00 57.23200(W) AD(       ) 3
 LB2514
 LB2514.Superseded values are not recommended for survey control.
 LB2514
 LB2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2514.See file dsdata.pdf to determine how the superseded data were derived.
 LB2514
 LB2514_MARKER: N = NAIL
 LB2514_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2514_SP_SET: WOODEN STAKE
 LB2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2514
 LB2514  HISTORY     - Date     Condition        Report By
 LB2514  HISTORY     - 1920     MONUMENTED       CGS
 LB2514  HISTORY     - 1934     MARK NOT FOUND   INGS
 LB2514
 LB2514                          STATION DESCRIPTION
 LB2514
 LB2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2514'THE STATION IS ABOUT 3/4 MILE S OF NOBLESVILLE ON A HIGH FILL OF THE
 LB2514'TRACTION LINE, ABOUT 250 YARDS SW OF A BRIDGE OVER THE HIGHWAY AND
 LB2514'THE LAKE ERIE AND WESTERN TRACK, ON THE S SIDE OF THE TRACTION
 LB2514'LINE, 1.835 METERS (6.02 FEET) FROM THE S AND NEAREST RAIL.
 LB2514'
 LB2514'THE STATION IS MARKED BY A NAIL IN THE TOP OF A 2-BY 4-INCH STAKE.
 LB2514'THERE IS NO REFERENCE MARK.
 LB2514
 LB2514                          STATION RECOVERY (1934)
 LB2514
 LB2514'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2514'SEARCHED FOR BUT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2354 ***********************************************************************
 HZ2354  DESIGNATION -  FINLEY
 HZ2354  PID         -  HZ2354
 HZ2354  STATE/COUNTY-  IN/SCOTT
 HZ2354  COUNTRY     -  US
 HZ2354  USGS QUAD   -  LITTLE YORK (2019)
 HZ2354
 HZ2354                         *CURRENT SURVEY CONTROL
 HZ2354  ______________________________________________________________________
 HZ2354* NAD 83(1997) POSITION- 38 38 07.38301(N) 085 52 54.87392(W)   ADJUSTED
 HZ2354* NAVD 88 ORTHO HEIGHT -   312.73  (+/-2cm)     1026.0   (feet) VERTCON3
 HZ2354  ______________________________________________________________________
 HZ2354  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 HZ2354  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 HZ2354  HORZ ORDER      -  FIRST
 HZ2354  VERT ORDER      -  THIRD ? (See Below)
 HZ2354
 HZ2354.The horizontal coordinates were established by classical geodetic methods
 HZ2354.and adjusted by the National Geodetic Survey in May 1999.
 HZ2354
 HZ2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2354
 HZ2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2354.GEOID18 height accuracy estimate available here.
 HZ2354
 HZ2354.The vertical order pertains to the NGVD 29 superseded value.
 HZ2354
 HZ2354.Click photographs - Photos may exist for this station.
 HZ2354
 HZ2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2354
 HZ2354. The following values were computed from the NAD 83(1997) position.
 HZ2354
 HZ2354;                    North         East     Units Scale Factor Converg.
 HZ2354;SPC IN E     -   376,042.885    81,259.592   MT  0.99997099   -0 08 03.8
 HZ2354;SPC IN E     - 1,233,734.03    266,599.18   sFT  0.99997099   -0 08 03.8
 HZ2354;UTM  16      - 4,276,908.918   597,313.731   MT  0.99971662   +0 41 53.3
 HZ2354
 HZ2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2354!SPC IN E     -   0.99995621  x   0.99997099  =   0.99992721
 HZ2354!UTM  16      -   0.99995621  x   0.99971662  =   0.99967285
 HZ2354
 HZ2354:                Primary Azimuth Mark                     Grid Az
 HZ2354:SPC IN E     -  FINLEY AZ MK                             252 05 05.2
 HZ2354:UTM  16      -  FINLEY AZ MK                             251 15 08.1
 HZ2354
 HZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9731376908(NAD 83)
 HZ2354
 HZ2354|---------------------------------------------------------------------|
 HZ2354| PID    Reference Object                     Distance      Geod. Az  |
 HZ2354|                                                           dddmmss.s |
 HZ2354| CG8661 FINLEY RM EAST                       41.880 METERS 09128     |
 HZ2354| CG8659 FINLEY RM 2                          41.880 METERS 09143     |
 HZ2354| CG8660 FINLEY RM 3                          32.419 METERS 16301     |
 HZ2354| CG8658 FINLEY RM 1                          30.300 METERS 20400     |
 HZ2354| CG8657 FINLEY AZ MK                                       2515701.4 |
 HZ2354|---------------------------------------------------------------------|
 HZ2354
 HZ2354                          SUPERSEDED SURVEY CONTROL
 HZ2354
 HZ2354  NAD 83(1993)-  38 38 07.38515(N)    085 52 54.87329(W) AD(       ) 1
 HZ2354  NAD 83(1986)-  38 38 07.38636(N)    085 52 54.87782(W) AD(       ) 1
 HZ2354  NAD 27      -  38 38 07.17700(N)    085 52 54.98500(W) AD(       ) 1
 HZ2354  USSD        -  38 38 07.32100(N)    085 52 54.80700(W) AD(       ) 3
 HZ2354  NGVD 29             312.84   (m)         1026.4    (f) LEVELING    3  
 HZ2354
 HZ2354.Superseded values are not recommended for survey control.
 HZ2354
 HZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2354.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2354
 HZ2354_MARKER: DS = TRIANGULATION STATION DISK
 HZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2354_STAMPING: FINLEY 1914 1946
 HZ2354_MARK LOGO: CGS
 HZ2354_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2354+STABILITY: SURFACE MOTION
 HZ2354
 HZ2354  HISTORY     - Date     Condition        Report By
 HZ2354  HISTORY     - 1914     MONUMENTED       CGS
 HZ2354  HISTORY     - 1931     GOOD             CGS
 HZ2354  HISTORY     - 1935     GOOD             CGS
 HZ2354  HISTORY     - 1946     GOOD             CGS
 HZ2354  HISTORY     - 1947     GOOD             CGS
 HZ2354
 HZ2354                          STATION DESCRIPTION
 HZ2354
 HZ2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 HZ2354'ABOUT 9 MILES SOUTHWEST OF SCOTTSBURG AND 2-1/2 MILES WEST-SOUTHWEST
 HZ2354'OF THE LEOTA STORE, ON THE EASTERN EDGE OF THE FLAT-TOPPED HILLS
 HZ2354'KNOWN LOCALLY AS FINLEY KNOBS, ABOUT THREE-FOURTHS MILE SOUTH OF THE
 HZ2354'SCOTTSBURG-SALEM ROAD AND ONE-FOURTH MILE EAST OF THE
 HZ2354'SCOTT-WASHINGTON COUNTY LINE. THE STATION IS ON THE HIGHEST GROUND IN
 HZ2354'THE MOST NORTHEASTERLY CULTIVATED FIELD ON THE HILL, ON
 HZ2354'LAND BELONGING TO MRS. SARAH WOLFE, ONE-FOURTH MI. NORTHEAST OF HER
 HZ2354'HOUSE. A SPUR BEGINS 250 METERS NORTH OF THE STATION AND EXTENDS
 HZ2354'IN A NORTHEAST DIRECTION, ENDING IN A KNOB THREE-FOURTHS
 HZ2354'MILE FROM THE STATION. THE STATION, UNDERGROUND, AND REFERENCE MARKS
 HZ2354'ARE BRONZE TABLETS SET IN CONCRETE.
 HZ2354'ONE REFERENCE MARK IS IN A FENCE LINE 60 METERS WEST
 HZ2354'OF THE TIMBER LINE AND 30.30 METERS FROM THE STATION, S 24 DEG W.
 HZ2354'THE OTHER REFERENCE MARK IS ON THE TIMBER LINE ON
 HZ2354'THE EAST BROW OF THE HILL, 3 METERS LOWER THAN THE STATION AND 41.83
 HZ2354'METERS DISTANT.
 HZ2354
 HZ2354                          STATION RECOVERY (1931)
 HZ2354
 HZ2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 HZ2354'THE STATION MARK AND THE REFERENCE MARK IN THE EDGE OF THE WOODS WERE
 HZ2354'RECOVERED APPARENTLY AS ESTABLISHED. IN A CULTIVATED FIELD
 HZ2354'ON LAND OWNED AND OCCUPIED BY MR. MILLER. THE REFERENCE MARK
 HZ2354'DESCRIBED AS BEING S 24 DEG W FROM THE STATION
 HZ2354'HAS BEEN PARTLY DESTROYED. THE BRONZE MARK HAS BEEN BROKEN OUT OF THE
 HZ2354'CONCRETE POST BUT PART OF THE POST IS STILL PROJECTING ABOVE
 HZ2354'THE GROUND.
 HZ2354'
 HZ2354'TO REACH FROM SCOTTSBURG, GO WEST ON STATE HIGHWAY 56 FOR 4.0 MILES
 HZ2354'FROM ITS JUNCTION WITH U.S. HIGHWAY 31 TO A GRAVEL ROAD TO
 HZ2354'SOUTH. TURN LEFT ON THIS ROAD AND FOLLOW IT STRAIGHT AHEAD 2.4 MILES
 HZ2354'TO LEOTA. AT EDGE OF LEOTA MAKE A SHARP RIGHT TURN AND FOLLOW
 HZ2354'GRADE ROAD 1.5 MILES TO FORK. TAKE RIGHT FORK AND FOLLOW ROAD UP ONTO
 HZ2354'FINLEY KNOBS FOR 1.5 MILES TO A LANE TO LEFT. TURN LEFT IN THIS
 HZ2354'LANE AND GO EAST ABOUT 1/4 MILE TO THE MILLER HOUSE. STATION IS ABOUT
 HZ2354'350 YARDS NORTHEAST OF THE HOUSE.
 HZ2354
 HZ2354                          STATION RECOVERY (1935)
 HZ2354
 HZ2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2354'ALL DETAILS OF THE ORIGINAL DESCRIPTION APPLY. THE STATION MARK AND
 HZ2354'REFERENCE MARK 41.33 METERS ARE IN GOOD
 HZ2354'CONDITION THE OTHER REFERENCE MARK 30.3 METERS S 24 DEG W
 HZ2354'HAS BEEN DESTROYED. THE STATION IS 10.5 MILES
 HZ2354'WEST-SOUTHWEST OF SCOTTSBURG.
 HZ2354'
 HZ2354'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY
 HZ2354'56 AT SCOTTSBURG, GO SOUTH ON U.S. HIGHWAY 31 FOR 2.8 MILES TO A
 HZ2354'POINT OPPOSITE THE VIENNA CANNING FACTORY, THEN WEST OVER RED-GRAVEL
 HZ2354'ROAD FOR 4.7 MILES TO LEOTA, THEN WEST 3.0 MILES TO A POINT ABOUT
 HZ2354'1/4 MILE PAST THE TOP OF THE HILL WHERE THE LANE LEADS EAST TO THE
 HZ2354'MILLER FARM HOME ABOUT 1/4 MILE FROM THE ROAD. THE STATION IS ON
 HZ2354'FINLEY KNOBS, IN THE TOWER FIELD, ABOUT 300 YARDS NORTHEAST OF THE
 HZ2354'MILLER FARM HOME, ON LAND OWNED BY HERMAN FLOYD MILLER.
 HZ2354
 HZ2354                          STATION RECOVERY (1946)
 HZ2354
 HZ2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2354'ALL DETAILS OF THE ORIGINAL DESCRIPTION ARE CORRECT EXCEPT THAT THE
 HZ2354'REFERENCE MARK S 24 DEG W HAS BEEN
 HZ2354'DESTROYED. THE STATION MARK AND ONE REFERENCE MARK
 HZ2354'WERE RECOVERED IN GOOD CONDITION. A
 HZ2354'SURFACE-STATION MARK, AN AZIMUTH MARK, AND ON ADDITIONAL REFERENCE
 HZ2354'MARK WERE SET. ALL MARKS FOR THIS STATION ARE STANDARD BRONZE
 HZ2354'DISKS SET IN CONCRETE. A
 HZ2354'COMPLETE DESCRIPTION FOLLOWS -
 HZ2354'
 HZ2354'THIS STATION IS ABOUT 9 MILES SOUTHWEST OF SCOTTSBURG, AND ABOUT
 HZ2354'2-1/2 MILES WEST-SOUTHWEST OF LEOTA, ON THE EASTERN EDGE OF THE
 HZ2354'FLAT-TOPPED HILLS KNOW LOCALLY AS FINLEY KNOB. THE STATION IS ON THE
 HZ2354'HIGHEST GROUND IN THE MOST NORTHEASTERLY CULTIVATED
 HZ2354'FIELD ON THE HIGHEST OF THE SEVERAL HILLS. IT IS 140 FEET WEST OF THE
 HZ2354'EAST SIDE OF THE FIELD. THE MARK IS 12 INCHES UNDERGROUND
 HZ2354'AND THE DISK IS STAMPED FINLEY 1914 1946.
 HZ2354'
 HZ2354'REFERENCE MARK, NOT STAMPED, IS 137.40 FEET SOUTHEAST OF THE STATION
 HZ2354'AND IS IN LINE WITH A FENCE AT THE EAST SIDE OF THE FIELD. THE
 HZ2354'MARK PROJECTS 2 INCHES.
 HZ2354'
 HZ2354'REFERENCE MARK NO. 3 IS 106.60 FEET SOUTH OF THE STATION, IN A WOODS
 HZ2354'EDGE. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FINLEY
 HZ2354'NO 3 1946.
 HZ2354'
 HZ2354'AZIMUTH MARK IS WEST OF THE STATION, 20 FEET EAST OF A GRAVEL ROAD,
 HZ2354'IN A FENCE LINE, AND 2 FEET NORTH OF A WHITE WITNESS POST.
 HZ2354'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FINLEY 1946.
 HZ2354'
 HZ2354'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 56 IN
 HZ2354'SCOTTSBURG, GO WEST ON HIGHWAY 56 FOR 4.8 MILES TO A SCHOOL
 HZ2354'HOUSE ON THE RIGHT AND A SIDE ROAD LEFT,TURN LEFT AND GO 2.3 MILES TO
 HZ2354'A T-ROAD, TURN RIGHT AND FOLLOW MAIN ROAD UP HILL FOR 1.4
 HZ2354'MILES TO A SIDE ROAD ON RIGHT, KEEP LEFT AND GO 0.5 MILE TO A SIDE
 HZ2354'ROAD LEFT,TURN LEFT AND GO 0.3 MILE TO A FARM HOUSE, TURN LEFT
 HZ2354'THROUGH GATE, ENTERING THE LARGE FIELD WHICH LIES NORTHEAST OF THE
 HZ2354'FARM HOUSE, GO EAST ALONG THE SOUTH SIDE OF FIELD TO THE SOUTHEAST
 HZ2354'CORNER, THEN GO NORTH ALONG THE EAST SIDE OF FIELD FOR 0.1 MILE TO
 HZ2354'THE STATION ON LEFT.
 HZ2354'
 HZ2354'TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION, GO SOUTH FOR 145
 HZ2354'FEET TO MARK ON EAST SIDE OF GRAVEL ROAD.
 HZ2354'
 HZ2354'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2354
 HZ2354                          STATION RECOVERY (1947)
 HZ2354
 HZ2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2354'THE STATION WAS RECOVERED AS DESCRIBED BY W.J.C. IN 1946 AND ALL
 HZ2354'MARKS WERE FOUND IN GOOD CONDITION. A NEW DESCRIPTION
 HZ2354'FOLLOWS.
 HZ2354'
 HZ2354'THE STATION IS LOCATED ABOUT 9 MILES SOUTH WEST OF SCOTTSBURG, ABOUT
 HZ2354'2-1/2 MILES WEST-SOUTHWEST OF LEOTA, AND ON THE EASTERN EDGE OF
 HZ2354'FAT-TOPPED HILLS KNOWN LOCALLY AS FINLET KNOBS. THE STATION IS ON THE
 HZ2354'HIGHEST GROUND IN THE MOST NORTHERLY CULTIVATED FIELD, AND
 HZ2354'ABOUT 140 FEET WEST OF THE EASTERN EDGE OF THE FIELD. THE MARK IS
 HZ2354'12-INCHES UNDERGROUND, AND THE DISK IS STAMPED FINLEY
 HZ2354'1914 AND 1946.
 HZ2354'
 HZ2354'REFERENCE MARK, NOT STAMPED, IS 137.40 FEET SOUTHEAST OF THE STATION,
 HZ2354'AND ON THE EASTERN EDGE OF THE CULTIVATED FIELD. THE MARK
 HZ2354'PROJECTS 2 INCHES.
 HZ2354'
 HZ2354'REFERENCE MARK NO. 3 IS 106.60 FEET SOUTH OF THE STATION, AND ON THE
 HZ2354'EDGE OF THE CULTIVATED FIELD. THE MARK PROJECTS 8 INCHES, AND THE
 HZ2354'DISK IS STAMPED FINLEY NO 3 1946.
 HZ2354'
 HZ2354'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 20 FEET EAST OF THE
 HZ2354'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET NORTH OF A
 HZ2354'WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2354'FINLEY 1946.
 HZ2354'
 HZ2354'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HZ2354'DISKS SET IN CONCRETE.
 HZ2354'
 HZ2354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135 AND 56
 HZ2354'IN SALEM, GO EAST ON STATE HIGHWAY 56 FOR 15.2 MILES TO A
 HZ2354'CROSSROAD AND AN OLD SCHOOL HOUSE ON THE LEFT THAT AT PRESENT IS A
 HZ2354'RESIDENCE. TURN RIGHT ON GRAVELED ROAD AND GO 2.3 MILES TO A
 HZ2354'T-ROAD INTERSECTION, TURN RIGHT AND GO 1.4 MILES TO A SIDE ROAD
 HZ2354'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A SIDE ROAD
 HZ2354'LEFT. TURN LEFT AND GO 0.3 MILE TO A FARM HOUSE, TURN LEFT JUST
 HZ2354'BEFORE REACHING HOUSE AND PASS THROUGH A GATE AND GO NORTH AND
 HZ2354'EAST ALONG THE EDGE OF FIELD FOR 0.2 MILE, THENCE NORTH FOR 0.1 MILE
 HZ2354'TO THE STATION AS DESCRIBED.
 HZ2354'
 HZ2354'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT, GO SOUTH FOR 145
 HZ2354'FEET TO THE AZIMUTH MARK ON THE LEFT.
 HZ2354'
 HZ2354'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0364 ***********************************************************************
 JA0364  DESIGNATION -  FIRE
 JA0364  PID         -  JA0364
 JA0364  STATE/COUNTY-  IN/ORANGE
 JA0364  COUNTRY     -  US
 JA0364  USGS QUAD   -  VALEENE (2019)
 JA0364
 JA0364                         *CURRENT SURVEY CONTROL
 JA0364  ______________________________________________________________________
 JA0364* NAD 83(1997) POSITION- 38 29 26.03614(N) 086 26 15.72811(W)   ADJUSTED
 JA0364* NAVD 88 ORTHO HEIGHT -   268.199 (meters)      879.92  (feet) ADJUSTED
 JA0364  ______________________________________________________________________
 JA0364  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 JA0364  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 JA0364  DYNAMIC HEIGHT  -        268.010 (meters)      879.30  (feet) COMP
 JA0364  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 JA0364
 JA0364  HORZ ORDER      -  SECOND
 JA0364  VERT ORDER      -  FIRST     CLASS II
 JA0364
 JA0364.The horizontal coordinates were established by classical geodetic methods
 JA0364.and adjusted by the National Geodetic Survey in May 1999.
 JA0364
 JA0364.The orthometric height was determined by differential leveling and
 JA0364.adjusted by the NATIONAL GEODETIC SURVEY
 JA0364.in June 1991.
 JA0364
 JA0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0364.GEOID18 height accuracy estimate available here.
 JA0364
 JA0364.Click photographs - Photos may exist for this station.
 JA0364
 JA0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0364
 JA0364.The dynamic height is computed by dividing the NAVD 88
 JA0364.geopotential number by the normal gravity value computed on the
 JA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0364.degrees latitude (g = 980.6199 gals.).
 JA0364
 JA0364.The modeled gravity was interpolated from observed gravity values.
 JA0364
 JA0364. The following values were computed from the NAD 83(1997) position.
 JA0364
 JA0364;                    North         East     Units Scale Factor Converg.
 JA0364;SPC IN W     -   360,143.064   956,325.925   MT  1.00000572   +0 24 06.6
 JA0364;SPC IN W     - 1,181,569.37  3,137,545.97   sFT  1.00000572   +0 24 06.6
 JA0364;UTM  16      - 4,260,396.337   549,037.742   MT  0.99962961   +0 20 59.9
 JA0364
 JA0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0364!SPC IN W     -   0.99996316  x   1.00000572  =   0.99996888
 JA0364!UTM  16      -   0.99996316  x   0.99962961  =   0.99959278
 JA0364
 JA0364:                Primary Azimuth Mark                     Grid Az
 JA0364:SPC IN W     -  FIRE AZ MK                               336 29 24.0
 JA0364:UTM  16      -  FIRE AZ MK                               336 32 30.7
 JA0364
 JA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4903760396(NAD 83)
 JA0364
 JA0364|---------------------------------------------------------------------|
 JA0364| PID    Reference Object                     Distance      Geod. Az  |
 JA0364|                                                           dddmmss.s |
 JA0364| JA0365 FIRE RM 1                            32.211 METERS 12431     |
 JA0364| JA1790 PAOLI LOOKOUT TOWER                  15.643 METERS 22420     |
 JA0364| JA0366 FIRE RM 2                            15.998 METERS 24204     |
 JA0364| JA0363 FIRE AZ MK                                         3365330.6 |
 JA0364|---------------------------------------------------------------------|
 JA0364
 JA0364                          SUPERSEDED SURVEY CONTROL
 JA0364
 JA0364  NAD 83(1993)-  38 29 26.04130(N)    086 26 15.73196(W) AD(       ) 2
 JA0364  NAD 83(1986)-  38 29 26.04160(N)    086 26 15.73193(W) AD(       ) 2
 JA0364  NAD 27      -  38 29 25.83900(N)    086 26 15.78400(W) AD(       ) 2
 JA0364  NGVD 29 (??/??/92)  268.300  (m)          880.25   (f) ADJ UNCH    1 2
 JA0364  NGVD 29             268.30   (m)          880.2    (f) LEVELING    3  
 JA0364
 JA0364.Superseded values are not recommended for survey control.
 JA0364
 JA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0364.See file dsdata.pdf to determine how the superseded data were derived.
 JA0364
 JA0364_MARKER: DS = TRIANGULATION STATION DISK
 JA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0364_STAMPING: FIRE 1946
 JA0364_MARK LOGO: CGS
 JA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0364+STABILITY: SURFACE MOTION
 JA0364
 JA0364  HISTORY     - Date     Condition        Report By
 JA0364  HISTORY     - 1946     MONUMENTED       CGS
 JA0364  HISTORY     - 1965     GOOD             CGS
 JA0364  HISTORY     - 1965     GOOD             CGS
 JA0364  HISTORY     - 20141008 GOOD             GEOCAC
 JA0364
 JA0364                          STATION DESCRIPTION
 JA0364
 JA0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0364'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE CITY OF PAOLI
 JA0364'NEAR THE SITE OF THE PAOLI LOOKOUT TOWER. IT IS 0.1 MILE EAST OF
 JA0364'STATE HIGHWAY 37, AND 36 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 JA0364'LOOKOUT TOWER. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0364'FIRE 1946.
 JA0364'
 JA0364'REFERENCE MARK NO. 1 IS 105.68 FEET SOUTHEAST OF THE STATION. THE
 JA0364'MARK PROJECTS 9 INCHES AND THE DISK IS STAMPED FIRE NO 1
 JA0364'1946.
 JA0364'
 JA0364'REFERENCE MARK NO. 2 IS 52.49 FEET WEST OF THE STATION. THE MARK IS
 JA0364'SET IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 JA0364'NORTHWEST LEG OF THE LOOKOUT TOWER. THE DISK IS STAMPED FIRE NO 2
 JA0364'1946.
 JA0364'
 JA0364'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 23 FEET
 JA0364'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 37, 3 FEET
 JA0364'NORTHEAST OF A WITNESS POST, 2 FEET SOUTH OF A TELEPHONE POLE NO 210,
 JA0364'AND 1 FOOT NORTHWEST OF A FENCE. THE MARK PROJECTS 5 INCHES AND
 JA0364'THE DISK IS STAMPED FIRE 1946.
 JA0364'
 JA0364'TO REACH THE STATION FROM THE SOUTH SIDE OF THE CITY SQUARE IN THE
 JA0364'CITY OF PAOLI, GO SOUTHEAST ON STATE HIGHWAY 37 FOR 4.9 MILES
 JA0364'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE ON SOUTHEASTERLY FOR 0.4
 JA0364'MILE TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY FOR
 JA0364'0.2 MILE TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 JA0364'MILE TO THE PAOLI LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 JA0364'
 JA0364'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0364
 JA0364                          STATION RECOVERY (1965)
 JA0364
 JA0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0364'THE STATION MARK, STAMPED FIRE 1946, IS ABOUT 5.5 MILES SOUTH ALONG
 JA0364'STATE HIGHWAY 37 FROM THE COURTHOUSE AT PAOLI, IN SECTION 30, T 1 N,
 JA0364'R 1 E, ABOUT 100 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 14
 JA0364'FEET NORTHEAST OF THE NORTHEAST LEG OF A FIRE LOOKOUT TOWER, 1.0
 JA0364'FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JA0364'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 JA0364'
 JA0364'R.M. 1, STAMPED FIRE 1946 NO 1, IS 107 FEET SOUTHEAST OF THE
 JA0364'STATION FIRE 1946, 113 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JA0364'LEG OF A FIRE LOOKOUT TOWER, AND SET IN THE TOP OF A CONCRETE POST
 JA0364'PROJECTING 6 INCHES.
 JA0364'
 JA0364'R.M. 2, STAMPED FIRE NO 2, IS SET IN THE TOP OF THE NORTHEAST CORNER
 JA0364'OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE FIRE LOOKOUT
 JA0364'TOWER.
 JA0364'
 JA0364'THE AZIMUTH MARK, STAMPED FIRE 1946 AZM., IS ABOUT 0.5 MILE SOUTH
 JA0364'OF THE STATION FIRE 1946, IN SECTION 30, T 1 N, R 1 E, 23 FEET
 JA0364'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 165 FEET NORTHEAST
 JA0364'OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE RESIDENCE OF
 JA0364'MR. DILLARD, 1 FOOT NORTHWEST OF A FENCE, 2-1/2 FEET SOUTHWEST OF
 JA0364'A POWER POLE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, AND SET
 JA0364'ON THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0364
 JA0364                          STATION RECOVERY (1965)
 JA0364
 JA0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0364'5.5 MI S FROM PAOLI.
 JA0364'5.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0364'PAOLI, IN SECTION 30, T 1 N, R 1 E, ABOUT 100 YARDS EAST OF THE
 JA0364'CENTER LINE OF THE HIGHWAY, 14 FEET NORTHEAST OF THE NORTHEAST
 JA0364'LEG OF A FIRE LOOKOUT TOWER, 1.0 FOOT WEST OF A METAL WITNESS
 JA0364'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0364
 JA0364                          STATION RECOVERY (2014)
 JA0364
 JA0364'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0364'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1845 ***********************************************************************
 JA1845  DESIGNATION -  FIRE
 JA1845  PID         -  JA1845
 JA1845  STATE/COUNTY-  IN/SPENCER
 JA1845  COUNTRY     -  US
 JA1845  USGS QUAD   -  SANTA CLAUS (2019)
 JA1845
 JA1845                         *CURRENT SURVEY CONTROL
 JA1845  ______________________________________________________________________
 JA1845* NAD 83(1997) POSITION- 38 05 48.30051(N) 086 59 24.36098(W)   ADJUSTED
 JA1845* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 JA1845  ______________________________________________________________________
 JA1845  GEOID HEIGHT    -        -31.707 (meters)                     GEOID18
 JA1845  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA1845  HORZ ORDER      -  THIRD
 JA1845
 JA1845.The horizontal coordinates were established by classical geodetic methods
 JA1845.and adjusted by the National Geodetic Survey in May 1999.
 JA1845
 JA1845.The orthometric height was scaled from a topographic map.
 JA1845
 JA1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1845.GEOID18 height accuracy estimate available here.
 JA1845
 JA1845.Click photographs - Photos may exist for this station.
 JA1845
 JA1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1845
 JA1845. The following values were computed from the NAD 83(1997) position.
 JA1845
 JA1845;                    North         East     Units Scale Factor Converg.
 JA1845;SPC IN W     -   316,236.787   908,177.847   MT  0.99996749   +0 03 27.1
 JA1845;SPC IN W     - 1,037,520.19  2,979,580.15   sFT  0.99996749   +0 03 27.1
 JA1845;UTM  16      - 4,216,549.784   500,868.027   MT  0.99960001   +0 00 22.0
 JA1845
 JA1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1845!SPC IN W     -   0.99997628  x   0.99996749  =   0.99994377
 JA1845!UTM  16      -   0.99997628  x   0.99960001  =   0.99957630
 JA1845
 JA1845:                Primary Azimuth Mark                     Grid Az
 JA1845:SPC IN W     -  FIRE AZ MK                               332 15 28.3
 JA1845:UTM  16      -  FIRE AZ MK                               332 18 33.4
 JA1845
 JA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0086816549(NAD 83)
 JA1845
 JA1845|---------------------------------------------------------------------|
 JA1845| PID    Reference Object                     Distance      Geod. Az  |
 JA1845|                                                           dddmmss.s |
 JA1845| CG8667 FIRE RM 1                             3.776 METERS 13846     |
 JA1845| CG8668 FIRE RM 2                             4.282 METERS 22846     |
 JA1845| JA1844 LINCOLN PARK LOOKOUT TOWER            0.084 METERS 29452     |
 JA1845| CG8666 FIRE AZ MK                                         3321855.4 |
 JA1845|---------------------------------------------------------------------|
 JA1845
 JA1845                          SUPERSEDED SURVEY CONTROL
 JA1845
 JA1845  NAD 83(1993)-  38 05 48.30280(N)    086 59 24.36174(W) AD(       ) 3
 JA1845  NAD 83(1986)-  38 05 48.30868(N)    086 59 24.36378(W) AD(       ) 3
 JA1845  NAD 27      -  38 05 48.12300(N)    086 59 24.37100(W) AD(       ) 3
 JA1845
 JA1845.Superseded values are not recommended for survey control.
 JA1845
 JA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1845.See file dsdata.pdf to determine how the superseded data were derived.
 JA1845
 JA1845_MARKER: DS = TRIANGULATION STATION DISK
 JA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1845_STAMPING: FIRE 1946
 JA1845_MARK LOGO: CGS
 JA1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1845+STABILITY: SURFACE MOTION
 JA1845
 JA1845  HISTORY     - Date     Condition        Report By
 JA1845  HISTORY     - 1946     MONUMENTED       CGS
 JA1845  HISTORY     - 20100903 GOOD             GEOCAC
 JA1845
 JA1845                          STATION DESCRIPTION
 JA1845
 JA1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1845'THIS STATION IS ABOUT 2 MILES SOUTH OF LINCOLN CITY NEAR THE CENTER OF
 JA1845'THE LINCOLN PARK LOOKOUT TOWER WHICH LIES ABOUT 0.75 MILE SOUTHEAST OF
 JA1845'THE LAKE IN THE NANCY HANKS LINCOLN MEMORIAL PARK, ON THE HIGHEST
 JA1845'POINT OF A WOODED HILL.  THE STATION MARK IS SET IN THE CONCRETE BASE
 JA1845'WHICH SUPPORTS THE STAIRWAY LEADING TO THE TOP OF THE TOWER.  THE MARK
 JA1845'IS FLUSH WITH THE TOP OF THE CONCRETE BASE WHICH PROJECTS 1 INCH AND
 JA1845'THE DISK IS STAMPED FIRE 1946.
 JA1845'
 JA1845'REFERENCE MARK NO 1 IS 12.39 FEET SOUTHEAST OF THE STATION, IN THE
 JA1845'CONCRETE FOOTER WHICH IS THE BASE FOR THE SOUTHEAST LEG OF THE TOWER.
 JA1845'THE MARK IS FLUSH WITH THE TOP OF THE FOOTER WHICH PROJECTS 1 INCH AND
 JA1845'THE DISK IS STAMPED FIRE NO 1 1946.
 JA1845'
 JA1845'REFERENCE MARK NO 2 IS 14.05 FEET SOUTHWEST OF THE STATION, IN THE
 JA1845'WEST SIDE OF THE CONCRETE FOOTER WHICH IS THE BASE FOR THE SOUTHWEST
 JA1845'LEG OF THE TOWER.  THE MARK IS FLUSH WITH THE TOP OF THE FOOTER WHICH
 JA1845'PROJECTS 4 INCHES AND THE DISK IS STAMPED FIRE NO 2 1946.
 JA1845'
 JA1845'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 1 FOOT EAST OF A ROW OF
 JA1845'WHITE POSTS WHICH LINE THE EAST SIDE OF THE LAKE PARKING AREA, 212
 JA1845'FEET NORTHWEST OF THE BOAT DOCK, 133 FEET NORTH OF THE SOUTHEAST
 JA1845'CORNER OF THE PARKING AREA, ABOUT 30 YARDS EAST OF THE GRAVEL ROAD
 JA1845'INTERSECTION AT THE ENTRANCE TO THE PARKING AREA AND 2 FEET SOUTH OF A
 JA1845'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1845'STAMPED FIRE 1946.
 JA1845'
 JA1845'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 JA1845
 JA1845                          STATION RECOVERY (2010)
 JA1845
 JA1845'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1845'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JA1845'CONDITION. THE AZIMUTH MARK WAS NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0363 ***********************************************************************
 JA0363  DESIGNATION -  FIRE AZ MK
 JA0363  PID         -  JA0363
 JA0363  STATE/COUNTY-  IN/ORANGE
 JA0363  COUNTRY     -  US
 JA0363  USGS QUAD   -  VALEENE (2019)
 JA0363
 JA0363                         *CURRENT SURVEY CONTROL
 JA0363  ______________________________________________________________________
 JA0363* NAD 83(1986) POSITION- 38 29 51.76   (N) 086 26 29.70   (W)   HD_HELD1
 JA0363* NAVD 88 ORTHO HEIGHT -   259.228 (meters)      850.48  (feet) ADJUSTED
 JA0363  ______________________________________________________________________
 JA0363  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 JA0363  DYNAMIC HEIGHT  -        259.046 (meters)      849.89  (feet) COMP
 JA0363  MODELED GRAVITY -    979,923.0   (mgal)                       NAVD 88
 JA0363
 JA0363  VERT ORDER      -  FIRST     CLASS II
 JA0363
 JA0363.The horizontal coordinates were determined by differentially corrected
 JA0363.hand held GPS observations or other comparable positioning techniques
 JA0363.and have an estimated accuracy of +/- 3 meters.
 JA0363
 JA0363.The orthometric height was determined by differential leveling and
 JA0363.adjusted by the NATIONAL GEODETIC SURVEY
 JA0363.in June 1991.
 JA0363
 JA0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0363.GEOID18 height accuracy estimate available here.
 JA0363
 JA0363.Click photographs - Photos may exist for this station.
 JA0363
 JA0363.The dynamic height is computed by dividing the NAVD 88
 JA0363.geopotential number by the normal gravity value computed on the
 JA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0363.degrees latitude (g = 980.6199 gals.).
 JA0363
 JA0363.The modeled gravity was interpolated from observed gravity values.
 JA0363
 JA0363;                    North         East    Units  Estimated Accuracy
 JA0363;SPC IN W     -   360,933.9     955,981.8     MT  (+/- 3 meters HH1 GPS) 
 JA0363
 JA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4869461187(NAD 83)
 JA0363
 JA0363                          SUPERSEDED SURVEY CONTROL
 JA0363
 JA0363  NGVD 29 (??/??/92)  259.330  (m)          850.82   (f) ADJ UNCH    1 2
 JA0363
 JA0363.Superseded values are not recommended for survey control.
 JA0363
 JA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0363.See file dsdata.pdf to determine how the superseded data were derived.
 JA0363
 JA0363_MARKER: DZ = AZIMUTH MARK DISK
 JA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0363_STAMPING: FIRE 1946
 JA0363_MARK LOGO: CGS
 JA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0363+STABILITY: SURFACE MOTION
 JA0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0363+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 JA0363
 JA0363  HISTORY     - Date     Condition        Report By
 JA0363  HISTORY     - 1946     MONUMENTED       CGS
 JA0363  HISTORY     - 1965     GOOD             CGS
 JA0363  HISTORY     - 20141008 GOOD             GEOCAC
 JA0363
 JA0363                          STATION DESCRIPTION
 JA0363
 JA0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0363'5 MI S FROM PAOLI.
 JA0363'4.95 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0363'PAOLI, IN SECTION 30, T 1 N, R 1 E, 23 FEET SOUTHEAST OF THE CENTER
 JA0363'LINE OF THE HIGHWAY, 165 FEET NORTHEAST OF THE CENTER LINE OF
 JA0363'THE DRIVEWAY LEADING TO THE RESIDENCE OF MR. DILLARD, 1 FOOT
 JA0363'NORTHWEST OF A FENCE, 2 1/2 FEET SOUTHWEST OF A POWER POLE, 1.3
 JA0363'FEET NORTHWEST OF A METAL WITNESS POST, AND SET ON THE TOP OF A
 JA0363'CONCRETE POST PROJECTING 6 INCHES.
 JA0363
 JA0363                          STATION RECOVERY (2014)
 JA0363
 JA0363'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0363'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0365 ***********************************************************************
 JA0365  DESIGNATION -  FIRE RM 1
 JA0365  PID         -  JA0365
 JA0365  STATE/COUNTY-  IN/ORANGE
 JA0365  COUNTRY     -  US
 JA0365  USGS QUAD   -  VALEENE (2019)
 JA0365
 JA0365                         *CURRENT SURVEY CONTROL
 JA0365  ______________________________________________________________________
 JA0365* NAD 83(1986) POSITION- 38 29 25.44   (N) 086 26 14.63   (W)   HD_HELD1
 JA0365* NAVD 88 ORTHO HEIGHT -   267.169 (meters)      876.54  (feet) ADJUSTED
 JA0365  ______________________________________________________________________
 JA0365  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 JA0365  DYNAMIC HEIGHT  -        266.982 (meters)      875.92  (feet) COMP
 JA0365  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 JA0365
 JA0365  VERT ORDER      -  FIRST     CLASS II
 JA0365
 JA0365.The horizontal coordinates were determined by differentially corrected
 JA0365.hand held GPS observations or other comparable positioning techniques
 JA0365.and have an estimated accuracy of +/- 3 meters.
 JA0365
 JA0365.The orthometric height was determined by differential leveling and
 JA0365.adjusted by the NATIONAL GEODETIC SURVEY
 JA0365.in June 1991.
 JA0365
 JA0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0365.GEOID18 height accuracy estimate available here.
 JA0365
 JA0365.Click photographs - Photos may exist for this station.
 JA0365
 JA0365.The dynamic height is computed by dividing the NAVD 88
 JA0365.geopotential number by the normal gravity value computed on the
 JA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0365.degrees latitude (g = 980.6199 gals.).
 JA0365
 JA0365.The modeled gravity was interpolated from observed gravity values.
 JA0365
 JA0365;                    North         East    Units  Estimated Accuracy
 JA0365;SPC IN W     -   360,124.9     956,352.7     MT  (+/- 3 meters HH1 GPS) 
 JA0365
 JA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4906460378(NAD 83)
 JA0365
 JA0365                          SUPERSEDED SURVEY CONTROL
 JA0365
 JA0365  NGVD 29 (??/??/92)  267.271  (m)          876.87   (f) ADJ UNCH    1 2
 JA0365
 JA0365.Superseded values are not recommended for survey control.
 JA0365
 JA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0365.See file dsdata.pdf to determine how the superseded data were derived.
 JA0365
 JA0365_MARKER: DR = REFERENCE MARK DISK
 JA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0365_STAMPING: FIRE 1946 NO 1
 JA0365_MARK LOGO: CGS
 JA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0365+STABILITY: SURFACE MOTION
 JA0365
 JA0365  HISTORY     - Date     Condition        Report By
 JA0365  HISTORY     - 1946     MONUMENTED       CGS
 JA0365  HISTORY     - 1965     GOOD             CGS
 JA0365  HISTORY     - 20141008 GOOD             GEOCAC
 JA0365
 JA0365                          STATION DESCRIPTION
 JA0365
 JA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0365'5.5 MI S FROM PAOLI.
 JA0365'5.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0365'PAOLI, 107 FEET SOUTHEAST OF THE STATION MARK FIRE 1946, 113
 JA0365'FEET EAST OF THE SOUTHEAST CORNER OF THE LEG OF A FIRE LOOKOUT TOWER,
 JA0365'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0365
 JA0365                          STATION RECOVERY (2014)
 JA0365
 JA0365'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0365'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0366 ***********************************************************************
 JA0366  DESIGNATION -  FIRE RM 2
 JA0366  PID         -  JA0366
 JA0366  STATE/COUNTY-  IN/ORANGE
 JA0366  COUNTRY     -  US
 JA0366  USGS QUAD   -  VALEENE (2019)
 JA0366
 JA0366                         *CURRENT SURVEY CONTROL
 JA0366  ______________________________________________________________________
 JA0366* NAD 83(1986) POSITION- 38 29 25.79   (N) 086 26 16.31   (W)   HD_HELD1
 JA0366* NAVD 88 ORTHO HEIGHT -   268.082 (meters)      879.53  (feet) ADJUSTED
 JA0366  ______________________________________________________________________
 JA0366  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 JA0366  DYNAMIC HEIGHT  -        267.894 (meters)      878.92  (feet) COMP
 JA0366  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 JA0366
 JA0366  VERT ORDER      -  FIRST     CLASS II
 JA0366
 JA0366.The horizontal coordinates were determined by differentially corrected
 JA0366.hand held GPS observations or other comparable positioning techniques
 JA0366.and have an estimated accuracy of +/- 3 meters.
 JA0366
 JA0366.The orthometric height was determined by differential leveling and
 JA0366.adjusted by the NATIONAL GEODETIC SURVEY
 JA0366.in June 1991.
 JA0366
 JA0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0366.GEOID18 height accuracy estimate available here.
 JA0366
 JA0366.Click photographs - Photos may exist for this station.
 JA0366
 JA0366.The dynamic height is computed by dividing the NAVD 88
 JA0366.geopotential number by the normal gravity value computed on the
 JA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0366.degrees latitude (g = 980.6199 gals.).
 JA0366
 JA0366.The modeled gravity was interpolated from observed gravity values.
 JA0366
 JA0366;                    North         East    Units  Estimated Accuracy
 JA0366;SPC IN W     -   360,135.4     956,311.9     MT  (+/- 3 meters HH1 GPS) 
 JA0366
 JA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4902360388(NAD 83)
 JA0366
 JA0366                          SUPERSEDED SURVEY CONTROL
 JA0366
 JA0366  NGVD 29 (??/??/92)  268.184  (m)          879.87   (f) ADJ UNCH    1 2
 JA0366
 JA0366.Superseded values are not recommended for survey control.
 JA0366
 JA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0366.See file dsdata.pdf to determine how the superseded data were derived.
 JA0366
 JA0366_MARKER: DR = REFERENCE MARK DISK
 JA0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0366_SP_SET: TOWER BASE
 JA0366_STAMPING: FIRE NO 2 1946
 JA0366_MARK LOGO: CGS
 JA0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0366
 JA0366  HISTORY     - Date     Condition        Report By
 JA0366  HISTORY     - 1946     MONUMENTED       CGS
 JA0366  HISTORY     - 1965     GOOD             CGS
 JA0366  HISTORY     - 20141008 GOOD             GEOCAC
 JA0366
 JA0366                          STATION DESCRIPTION
 JA0366
 JA0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0366'5.5 MI S FROM PAOLI.
 JA0366'5.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0366'PAOLI, IN SECTION 30, T 1 N, R 1 E, SET IN THE TOP IN THE
 JA0366'NORTHEAST CORNER OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF
 JA0366'THE FIRE LOOKOUT TOWER.
 JA0366
 JA0366                          STATION RECOVERY (2014)
 JA0366
 JA0366'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0366'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1971 ***********************************************************************
 JA1971  DESIGNATION -  FIRE TOWER NEAR FRITZ CORNER
 JA1971  PID         -  JA1971
 JA1971  STATE/COUNTY-  IN/PIKE
 JA1971  COUNTRY     -  US
 JA1971  USGS QUAD   -  AUGUSTA (2019)
 JA1971
 JA1971                         *CURRENT SURVEY CONTROL
 JA1971  ______________________________________________________________________
 JA1971* NAD 83(1997) POSITION- 38 18 36.61953(N) 087 10 23.89064(W)   ADJUSTED
 JA1971  ______________________________________________________________________
 JA1971  GEOID HEIGHT    -        -31.901 (meters)                     GEOID18
 JA1971  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 JA1971  HORZ ORDER      -  THIRD
 JA1971
 JA1971.The horizontal coordinates were established by classical geodetic methods
 JA1971.and adjusted by the National Geodetic Survey in May 1999.
 JA1971
 JA1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1971.GEOID18 height accuracy estimate available here.
 JA1971
 JA1971.Click photographs - Photos may exist for this station.
 JA1971
 JA1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1971
 JA1971. The following values were computed from the NAD 83(1997) position.
 JA1971
 JA1971;                    North         East     Units Scale Factor Converg.
 JA1971;SPC IN W     -   339,925.629   892,131.408   MT  0.99996743   -0 03 20.8
 JA1971;SPC IN W     - 1,115,239.33  2,926,934.46   sFT  0.99996743   -0 03 20.8
 JA1971;UTM  16      - 4,240,244.374   484,848.768   MT  0.99960283   -0 06 26.8
 JA1971
 JA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8484840244(NAD 83)
 JA1971
 JA1971                          SUPERSEDED SURVEY CONTROL
 JA1971
 JA1971  NAD 83(1993)-  38 18 36.62388(N)    087 10 23.89116(W) AD(       ) 3
 JA1971  NAD 83(1986)-  38 18 36.62756(N)    087 10 23.89256(W) AD(       ) 3
 JA1971  NAD 27      -  38 18 36.44000(N)    087 10 23.87000(W) AD(       ) 3
 JA1971
 JA1971.Superseded values are not recommended for survey control.
 JA1971
 JA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1971.See file dsdata.pdf to determine how the superseded data were derived.
 JA1971
 JA1971_MARKER: 57 = LOOKOUT TOWER
 JA1971
 JA1971  HISTORY     - Date     Condition        Report By
 JA1971  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA1971
 JA1971                          STATION DESCRIPTION
 JA1971
 JA1971'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1731 ***********************************************************************
 JA1731  DESIGNATION -  FIRMAN
 JA1731  PID         -  JA1731
 JA1731  STATE/COUNTY-  IN/HARRISON
 JA1731  COUNTRY     -  US
 JA1731  USGS QUAD   -  DEPAUW (2019)
 JA1731
 JA1731                         *CURRENT SURVEY CONTROL
 JA1731  ______________________________________________________________________
 JA1731* NAD 83(1997) POSITION- 38 19 03.03582(N) 086 13 04.52885(W)   ADJUSTED
 JA1731* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 JA1731  ______________________________________________________________________
 JA1731  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 JA1731  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 JA1731  HORZ ORDER      -  SECOND
 JA1731
 JA1731.The horizontal coordinates were established by classical geodetic methods
 JA1731.and adjusted by the National Geodetic Survey in May 1999.
 JA1731
 JA1731.The orthometric height was scaled from a topographic map.
 JA1731
 JA1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1731.GEOID18 height accuracy estimate available here.
 JA1731
 JA1731.Click photographs - Photos may exist for this station.
 JA1731
 JA1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1731
 JA1731. The following values were computed from the NAD 83(1997) position.
 JA1731
 JA1731;                    North         East     Units Scale Factor Converg.
 JA1731;SPC IN E     -   340,880.082    51,792.587   MT  0.99999528   -0 20 30.5
 JA1731;SPC IN E     - 1,118,370.74    169,922.85   sFT  0.99999528   -0 20 30.5
 JA1731;UTM  16      - 4,241,333.675   568,367.516   MT  0.99965756   +0 29 05.7
 JA1731
 JA1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1731!SPC IN E     -   0.99996180  x   0.99999528  =   0.99995708
 JA1731!UTM  16      -   0.99996180  x   0.99965756  =   0.99961937
 JA1731
 JA1731:                Primary Azimuth Mark                     Grid Az
 JA1731:SPC IN E     -  FIRMAN AZ MK                             136 31 10.3
 JA1731:UTM  16      -  FIRMAN AZ MK                             135 41 34.1
 JA1731
 JA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6836741333(NAD 83)
 JA1731
 JA1731|---------------------------------------------------------------------|
 JA1731| PID    Reference Object                     Distance      Geod. Az  |
 JA1731|                                                           dddmmss.s |
 JA1731| CG8669 FIRMAN AZ MK                                       1361039.8 |
 JA1731| JA1730 FRENCHTOWN ST BERNARDS CATH CH      APPROX. 0.6 KM 1395359.2 |
 JA1731| CG8670 FIRMAN RM 1                          25.695 METERS 21838     |
 JA1731| CG8671 FIRMAN RM 2                          22.079 METERS 31526     |
 JA1731|---------------------------------------------------------------------|
 JA1731
 JA1731                          SUPERSEDED SURVEY CONTROL
 JA1731
 JA1731  NAD 83(1993)-  38 19 03.03786(N)    086 13 04.53081(W) AD(       ) 2
 JA1731  NAD 83(1986)-  38 19 03.04093(N)    086 13 04.53448(W) AD(       ) 2
 JA1731  NAD 27      -  38 19 02.81200(N)    086 13 04.61900(W) AD(       ) 2
 JA1731
 JA1731.Superseded values are not recommended for survey control.
 JA1731
 JA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1731.See file dsdata.pdf to determine how the superseded data were derived.
 JA1731
 JA1731_MARKER: DS = TRIANGULATION STATION DISK
 JA1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1731_STAMPING: FIRMAN 1946
 JA1731_MARK LOGO: CGS
 JA1731_PROJECTION: FLUSH
 JA1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1731+STABILITY: SURFACE MOTION
 JA1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1731+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 JA1731
 JA1731  HISTORY     - Date     Condition        Report By
 JA1731  HISTORY     - 1946     MONUMENTED       CGS
 JA1731  HISTORY     - 1947     GOOD             CGS
 JA1731  HISTORY     - 20210415 GOOD             INDIV
 JA1731
 JA1731                          STATION DESCRIPTION
 JA1731
 JA1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1731'STATION IS ABOUT 1 MILE SOUTH OF DEPAUW, IN THE NORTH EDGE OF
 JA1731'FRENCHTOWN, ON PROPERTY OF FIRMAN SIEG. IT IS ABOUT 0.3 MILE
 JA1731'NORTHWEST OF THE ST. BERNARDS CATHOLIC CHURCH, ON THE HIGHEST HILL
 JA1731'IN VICINITY, 33 FEET SOUTHEAST OF THE EAST CORNER OF A BARN, 27
 JA1731'FEET NORTHWEST OF STATE HIGHWAY 337, AND 8 FEET NORTHWEST OF A WHITE
 JA1731'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1731'STAMPED FIRMAN 1946.
 JA1731'
 JA1731'REFERENCE MARK NO. 1 IS 84.30 FEET SOUTHWEST OF THE STATION AND 1
 JA1731'FOOT NORTHEAST OF A FENCE. THE MARK PROJECTS 2 INCHES AND THE
 JA1731'DISK IS STAMPED FIRMAN NO 1 1946.
 JA1731'
 JA1731'REFERENCE MARK NO. 2 IS 72.46 FEET NORTHWEST OF THE STATION, IN A
 JA1731'FENCELINE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1731'FIRMAN NO 2 1946.
 JA1731'
 JA1731'AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN THE NORTHWEST CORNER OF
 JA1731'THE CEMETERY OF ST. BERNARDS CATHOLIC CHURCH.  THE MARK PROJECTS
 JA1731'6 INCHES AND THE DISK IS STAMPED FIRMAN 1946.
 JA1731'
 JA1731'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1731
 JA1731                          STATION RECOVERY (1947)
 JA1731
 JA1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1731'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.E. IN 1946 WITH THE
 JA1731'EXCEPTION OF THE DIRECTIONS TO THE REFERENCE MARKS, AZIMUTH MARK,
 JA1731'AND THE ST BERNARD CHURCH SPIRE. A CHECK WAS MADE ON TWO SEPARATE
 JA1731'NIGHTS AND THE 1947 DIRECTIONS WERE FOUND CORRECT. THE 1947
 JA1731'DIRECTIONS ON THE REFERENCE MARKS, AZIMUTH MARK AND CHURCH SPIRE WERE
 JA1731'MEANED. A NEW DESCRIPTION FOLLOWS.
 JA1731'
 JA1731'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF DEPAUW, IN THE NORTHERN
 JA1731'EDGE OF THE SMALL SETTLEMENT OF FRENCHTOWN, AND ON LAND OWNED BY
 JA1731'FIRMAN SIEG. IT IS 0.3 MILE NORTHWEST OF THE ST BERNARD CATHOLIC
 JA1731'CHURCH, 33 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 28
 JA1731'FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 337, AND 8
 JA1731'FEET WEST OF A WITNESS POST. THE MARK IS FLUSH WITH THE
 JA1731'GROUND, AND THE DISK IS STAMPED FIRMAN 1946.
 JA1731'
 JA1731'UNDERGROUND, STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JA1731'BRONZE DISKS SET IN CONCRETE.
 JA1731'
 JA1731'REFERENCE MARK NO. 1 IS 25.695 METERS 84.30 FEET SOUTHWEST OF THE
 JA1731'STATION, 29 FEET SOUTH OF THE SOUTH EDGE OF A BARN, AND 1 FOOT
 JA1731'NORTH OF A FENCE LINE. THE MARK PROJECTS 1 INCH, AND THE DISK IS
 JA1731'STAMPED FIRMAN NO 1 1946.
 JA1731'
 JA1731'REFERENCE MARK NO. 2 IS 22.079 METERS 72.44 FEET NORTHWEST OF THE
 JA1731'STATION, 43 FEET NORTH OF THE NORTH EDGE OF A BARN, AND 1 FOOT
 JA1731'SOUTH OF A FENCE LINE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1731'STAMPED FIRMAN NO 2 1946.
 JA1731'
 JA1731'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, IN THE
 JA1731'NORTHWEST CORNER OF THE ST BERNARD CATHOLIC CEMETERY, 41 FEET
 JA1731'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 337 AND A GRAVELED
 JA1731'ROAD EAST, AND 2 FEET NORTH OF A WITNESS POST. THE MARK
 JA1731'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FIRMAN 1946.
 JA1731'
 JA1731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 337
 JA1731'IN THE VILLAGE OF DEPAUW, GO NORTH ON STATE HIGHWAY 337 FOR
 JA1731'1.3 MILES TO THE STATION ON THE RIGHT.
 JA1731'
 JA1731'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND EAST ON
 JA1731'STATE HIGHWAY 337 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1731'
 JA1731'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JA1731
 JA1731                          STATION RECOVERY (2021)
 JA1731
 JA1731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (PK)
 JA1731'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF FREDERICKSBURG,
 JA1731'3.6 MI (5.8 KM) EAST-SOUTHEAST OF MILLTOWN AND 1.2 MI (1.9 KM) SOUTH
 JA1731'OF DEPAUW.  IT IS 32 FT (9.8 M) EAST OF EAST WALL OF A BARN, 28 FT
 JA1731'(8.5 M) WEST OF OF THE CENTERLINE OF HIGHWAY 337, 0.5 FT (15 CM) EAST
 JA1731'OF METAL WIRE FENCE.
 JA1731'
 JA1731'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE HIGHWAY
 JA1731'337 NEAR THE TOWN OF DEPAUW, HEAD SOUTH ON HIGHWAY 337 FOR 1.3 MI (2.1
 JA1731'KM) BEFORE REACHING THE INTERSECTION WITH MILLTOWN-FRENCHTOWN ROAD TO
 JA1731'THE STATION ON THE RIGHT.  WITNESS POST REMAINS STANDING BETWEEN
 JA1731'HIGHWAY 337 AND THE STATION MARK.
 JA1731'
 JA1731'THE AZIMUTH MARK WAS FOUND NEAR THE CORNER OF TUNNEL HILL ROAD, IN THE
 JA1731'NORTHWEST CORNER OF THE CEMETERY OF ST. BERNARD CATHOLIC CHURCH ACROSS
 JA1731'FROM THE FRENCHTOWN FIRE DEPARTMENT/COMMUNITY CENTER.  REFERENCE MARK
 JA1731'RECOVERY WAS NOT ATTEMPTED AS THEY ARE ON PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1840 ***********************************************************************
 MD1840  DESIGNATION -  FISH
 MD1840  PID         -  MD1840
 MD1840  STATE/COUNTY-  IN/STEUBEN
 MD1840  COUNTRY     -  US
 MD1840  USGS QUAD   -  CLEAR LAKE (2019)
 MD1840
 MD1840                         *CURRENT SURVEY CONTROL
 MD1840  ______________________________________________________________________
 MD1840* NAD 83(1997) POSITION- 41 37 52.73590(N) 084 48 29.94660(W)   ADJUSTED
 MD1840* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 MD1840  ______________________________________________________________________
 MD1840  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 MD1840  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 MD1840  HORZ ORDER      -  SECOND
 MD1840
 MD1840.The horizontal coordinates were established by classical geodetic methods
 MD1840.and adjusted by the National Geodetic Survey in May 1999.
 MD1840
 MD1840.The orthometric height was scaled from a topographic map.
 MD1840
 MD1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1840.GEOID18 height accuracy estimate available here.
 MD1840
 MD1840.Click photographs - Photos may exist for this station.
 MD1840
 MD1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1840
 MD1840. The following values were computed from the NAD 83(1997) position.
 MD1840
 MD1840;                    North         East     Units Scale Factor Converg.
 MD1840;SPC IN E     -   709,025.692   171,521.755   MT  1.00002959   +0 34 12.9
 MD1840;SPC IN E     - 2,326,195.12    562,734.29   sFT  1.00002959   +0 34 12.9
 MD1840;SPC OH N     -   220,716.978   407,678.958   MT  0.99998748   -1 30 59.2
 MD1840;SPC OH N     -   724,135.62  1,337,526.71   sFT  0.99998748   -1 30 59.2
 MD1840;UTM  16      - 4,611,163.144   682,559.118   MT  1.00001015   +1 27 23.1
 MD1840
 MD1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1840!SPC IN E     -   0.99995793  x   1.00002959  =   0.99998752
 MD1840!SPC OH N     -   0.99995793  x   0.99998748  =   0.99994541
 MD1840!UTM  16      -   0.99995793  x   1.00001015  =   0.99996808
 MD1840
 MD1840:                Primary Azimuth Mark                     Grid Az
 MD1840:SPC IN E     -  FISH AZ MK                               286 57 41.5
 MD1840:SPC OH N     -  FISH AZ MK                               289 02 53.6
 MD1840:UTM  16      -  FISH AZ MK                               286 04 31.3
 MD1840
 MD1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8255911163(NAD 83)
 MD1840
 MD1840|---------------------------------------------------------------------|
 MD1840| PID    Reference Object                     Distance      Geod. Az  |
 MD1840|                                                           dddmmss.s |
 MD1840| CE6062 FISH RM 2                            27.264 METERS 09329     |
 MD1840| CE6060 FISH AZ MK                                         2873154.4 |
 MD1840| CE6061 FISH RM 1                            32.969 METERS 33844     |
 MD1840|---------------------------------------------------------------------|
 MD1840
 MD1840                          SUPERSEDED SURVEY CONTROL
 MD1840
 MD1840  NAD 83(1995)-  41 37 52.73586(N)    084 48 29.94665(W) AD(       ) 2
 MD1840  NAD 83(1994)-  41 37 52.73582(N)    084 48 29.94651(W) AD(       ) 2
 MD1840  NAD 83(1986)-  41 37 52.73666(N)    084 48 29.96000(W) AD(       ) 2
 MD1840  NAD 27      -  41 37 52.55570(N)    084 48 30.10870(W) AD(       ) 2
 MD1840
 MD1840.Superseded values are not recommended for survey control.
 MD1840
 MD1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1840.See file dsdata.pdf to determine how the superseded data were derived.
 MD1840
 MD1840_MARKER: DS = TRIANGULATION STATION DISK
 MD1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1840_STAMPING: FISH 1946
 MD1840_MARK LOGO: CGS
 MD1840_PROJECTION: FLUSH
 MD1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1840+STABILITY: SURFACE MOTION
 MD1840
 MD1840  HISTORY     - Date     Condition        Report By
 MD1840  HISTORY     - 1946     MONUMENTED       CGS
 MD1840  HISTORY     - 1960     GOOD             CGS
 MD1840
 MD1840                          STATION DESCRIPTION
 MD1840
 MD1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1840'THE STATION IS LOCATED 9.6 MILES EAST FROM ANGOLA, 4 MILES SOUTH FROM
 MD1840'YORK AND 0.1 MILE WEST OF THE INDIANA-OHIO STATE LINE AT THE TOP OF A
 MD1840'CUT 51 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20, 36 FEET
 MD1840'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE FOUNDATION
 MD1840'AND 32 FEET EAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER.  THE MARK
 MD1840'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FISH 1946.
 MD1840'
 MD1840'REFERENCE MARK NO. 1 IS 108.14 FEET NORTH-NORTHWEST OF THE STATION AND
 MD1840'69 FEET NORTH WEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE
 MD1840'FOUNDATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FISH
 MD1840'NO 1 1946.
 MD1840'
 MD1840'REFERENCE MARK NO. 2 IS 89.45 FEET EAST OF THE STATION AND 32 FEET
 MD1840'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20.  THE MARK PROJECTS 12
 MD1840'INCHES AND THE DISK IS STAMPED FISH NO 2 1946.
 MD1840'
 MD1840'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE STATION
 MD1840'AND 19 FEET EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD.  THE
 MD1840'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FISH 1946.
 MD1840'
 MD1840'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO EAST ON
 MD1840'U.S. HIGHWAY NO. 20 FOR 9.6 MILES TO DEEP CUT AND THE STATION ON THE
 MD1840'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 MD1840'HIGHWAY NO. 20 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 MD1840'FOR 0.1 MILE TO THE AZIMUTH ON THE RIGHT.
 MD1840'
 MD1840'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1840
 MD1840                          STATION RECOVERY (1960)
 MD1840
 MD1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1840'RECOVERED ALL MARKS IN GOOD CONDITION, THO AZ. MK. NOW OBSTRUCTED BY
 MD1840'NEW HOUSE.
 MD1840'
 MD1840'ABOUT 9.6 MILES E ALONG NO. 20 U.S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1840'COURTHOUSE IN ANGOLA, ABOUT 0.3 MILE NE OF VISIBLE BRIDGE OF N-S
 MD1840'COUNTY-ROAD BRIDGE OVER INDIANA-OHIO E-W TOLL ROAD OR TURNPIKE, 0.1
 MD1840'MILE W OF INDIANA-OHIO BOUNDARY, 50 FEET N OF CENTER LINE OF HWY., 7.6
 MD1840'FEET HIGHER THAN SAME, 35.7 FEET W OF SW CORNER OF CONCRETE FOUNDATION
 MD1840'OF AN OLD BARN, 8 FEET S OF PROJECTED PLANE OF S WALL OF SAME
 MD1840'(FOUNDATION ONLY REMAINS), STANDARD DISKS STAMPED FISH 1946 ARE SET IN
 MD1840'1A AND 7A MARKS WITH THE TOP MARK FLUSH WITH GROUND.
 MD1840'
 MD1840'REFERENCE STAMPED FISH NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1840'108.10 FEET OR (32.494 METERS) NNW IN AZIMUTH 158 DEG 44 MIN FROM
 MD1840'STATION, 136-1/2 FEET N OF CENTER LINE OF 24- FOOT HWY. PAVEMENT, 19
 MD1840'FEET E OF PROJECTED LINE OF FENCE THAT EXTENDS N A QUARTER-MILE.
 MD1840'
 MD1840'REFERENCE STAMPED FISH NO 2 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD1840'89.23 FEET OR 27.198 METERS (WHICH DISTANCES ARE 0.22 FOOT OR 0.066
 MD1840'METER SHORTER THAN MEASURED IN 1946 AND THE TOP OF MARK SEEMS TILTED
 MD1840'DOWN TOWARD THE STATION SO THE MARK IS SUSPECTED TO HAVE BEEN
 MD1840'DISTURBED) E IN AZIMUTH 273 DEG 29 MIN FROM STATION, 32 FEET N OF
 MD1840'CENTER LINE OF HWY., 4.2 FEET HIGHER THAN SAME, AND 0.5 FOOT N OF
 MD1840'FENCE.
 MD1840'
 MD1840'AZIMUTH STAMPED FISH 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT 0.25
 MD1840'MILE WNW IN AZIMUTH 107 DEG 31 MIN 54.5 SEC FROM STATION, AND IS NOW
 MD1840'OBSTRUCTED BY THE CONSTRUCTION OF A NEW HOUSE, 0.1 MILE N OF THE U.S.
 MD1840'HWY., ON CREST OF RIDGE, 19 FEET E OF CENTER LINE OF GRAVEL ROAD, 24
 MD1840'FEET N OF TELEPHONE CABLE NOTICE POST, AND 6 FEET W OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1906 ***********************************************************************
 KA1906  DESIGNATION -  FISHER
 KA1906  PID         -  KA1906
 KA1906  STATE/COUNTY-  IN/HAMILTON
 KA1906  COUNTRY     -  US
 KA1906  USGS QUAD   -  FISHERS (2019)
 KA1906
 KA1906                         *CURRENT SURVEY CONTROL
 KA1906  ______________________________________________________________________
 KA1906* NAD 83(1997) POSITION- 39 57 42.93401(N) 086 00 46.89862(W)   ADJUSTED
 KA1906* NAVD 88 ORTHO HEIGHT -   250.82  (+/-2cm)      822.9   (feet) VERTCON3
 KA1906  ______________________________________________________________________
 KA1906  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 KA1906  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 KA1906  HORZ ORDER      -  SECOND
 KA1906  VERT ORDER      -  THIRD ? (See Below)
 KA1906
 KA1906.The horizontal coordinates were established by classical geodetic methods
 KA1906.and adjusted by the National Geodetic Survey in May 1999.
 KA1906
 KA1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1906
 KA1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1906.GEOID18 height accuracy estimate available here.
 KA1906
 KA1906.The vertical order pertains to the NGVD 29 superseded value.
 KA1906
 KA1906.Click photographs - Photos may exist for this station.
 KA1906
 KA1906.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1906
 KA1906. The following values were computed from the NAD 83(1997) position.
 KA1906
 KA1906;                    North         East     Units Scale Factor Converg.
 KA1906;SPC IN E     -   523,347.721    70,407.456   MT  0.99997744   -0 13 20.9
 KA1906;SPC IN E     - 1,717,016.65    230,995.13   sFT  0.99997744   -0 13 20.9
 KA1906;UTM  16      - 4,423,997.743   584,295.196   MT  0.99968747   +0 38 02.2
 KA1906
 KA1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1906!SPC IN E     -   0.99996599  x   0.99997744  =   0.99994343
 KA1906!UTM  16      -   0.99996599  x   0.99968747  =   0.99965347
 KA1906
 KA1906:                Primary Azimuth Mark                     Grid Az
 KA1906:SPC IN E     -  FISHER A                                 027 54 01.9
 KA1906:UTM  16      -  FISHER A                                 027 02 38.8
 KA1906
 KA1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8429523997(NAD 83)
 KA1906
 KA1906|---------------------------------------------------------------------|
 KA1906| PID    Reference Object                     Distance      Geod. Az  |
 KA1906|                                                           dddmmss.s |
 KA1906| KA1910 FISHER A                            APPROX. 0.7 KM 0274041.0 |
 KA1906| CC8695 FISHER RM                            12.050 METERS 08427     |
 KA1906|---------------------------------------------------------------------|
 KA1906
 KA1906                          SUPERSEDED SURVEY CONTROL
 KA1906
 KA1906  NAD 83(1986)-  39 57 42.92943(N)    086 00 46.91778(W) AD(       ) 2
 KA1906  NAD 27      -  39 57 42.79900(N)    086 00 46.97200(W) AD(       ) 2
 KA1906  USSD        -  39 57 42.83500(N)    086 00 46.75800(W) AD(       ) 3
 KA1906  NGVD 29             250.95   (m)          823.3    (f) LEVELING    3  
 KA1906
 KA1906.Superseded values are not recommended for survey control.
 KA1906
 KA1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1906.See file dsdata.pdf to determine how the superseded data were derived.
 KA1906
 KA1906_MARKER: DS = TRIANGULATION STATION DISK
 KA1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1906_STAMPING: FISHER 1920
 KA1906_MARK LOGO: CGS
 KA1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1906+STABILITY: SURFACE MOTION
 KA1906
 KA1906  HISTORY     - Date     Condition        Report By
 KA1906  HISTORY     - 1920     MONUMENTED       CGS
 KA1906  HISTORY     - 1934     GOOD             INGS
 KA1906  HISTORY     - 1961     MARK NOT FOUND   THOMAS
 KA1906  HISTORY     - 1965     GOOD             INFCC
 KA1906  HISTORY     - 1970     GOOD             BRADY
 KA1906  HISTORY     - 1980     GOOD             LOCSUR
 KA1906  HISTORY     - 1980     GOOD             NGS
 KA1906
 KA1906                          STATION DESCRIPTION
 KA1906
 KA1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1906'ON THE W SIDE OF THE LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY,
 KA1906'1.915 METERS 6.25 FEET FROM THE W AND NEAREST RAIL, ABOUT
 KA1906'ONE-THIRD MILE N OF FISHER RAILROAD STATION, AND ABOUT 160 YARDS N OF
 KA1906'THE FIRST ROAD CROSSING N OF FISHER RAILROAD STATION. THE
 KA1906'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 KA1906'CONCRETE. THE REFERENCE
 KA1906'MARK IS ON THE OPPOSITE SIDE OF THE TRACK IN THE FENCE LINE, 12.05
 KA1906'METERS 39.53 FEET FROM THE STATION N 84 DEG 28 MIN E.
 KA1906
 KA1906                          STATION RECOVERY (1934)
 KA1906
 KA1906'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 KA1906'STATION RECOVERED.
 KA1906
 KA1906                          STATION RECOVERY (1961)
 KA1906
 KA1906'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1906'FISHER 1920 NOT FOUND.
 KA1906'
 KA1906'RM FISHER 1920 NOT FOUND.
 KA1906'
 KA1906'BOTH STATION AND RM ARE PROBABLY IN PLACE, HOWEVER THE STATION
 KA1906'APPEARS TO HAVE BEEN COVERED BY BALLAST AND THE RM COVERED BY
 KA1906'EXCAVATION FROM THE RR DRAINAGE DITCH.
 KA1906
 KA1906                          STATION RECOVERY (1965)
 KA1906
 KA1906'RECOVERY NOTE BY IN FLOOD CONTR COMM 1965
 KA1906'THE STATION RECOVERED IN GOOD CONDITION.
 KA1906
 KA1906                          STATION RECOVERY (1970)
 KA1906
 KA1906'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (LS)
 KA1906'FISHER 1920 RECOVERED IN GOOD CONDITION (BURIED 8 INCHES + OR -).
 KA1906'
 KA1906'REFERENCE MARK FOUND IN GOOD CONDITION.
 KA1906'
 KA1906'ADDITIONAL REFERENCES--3239 FEET ALONG WEST RAIL FROM STATION
 KA1906'FRAZIER, 2346 FEET SW OF MILE POST 17, 828 FEET SW OF
 KA1906'WHISTLE POST, 39.53 FEET TO REFERENCE MARK, 6.50 FEET WEST OF
 KA1906'GAGE OF WEST RAIL, 501 FEET NE ALONG CENTERLINE TRACK FROM
 KA1906'CROSSING AT LANTERN ROAD.
 KA1906
 KA1906                          STATION RECOVERY (1980)
 KA1906
 KA1906'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KA1906'FOUND ALL FOUR MARKS AND RMS.
 KA1906'
 KA1906'WITNESS POSTS SET AT STA. LATHE SET AT ALL RMS.
 KA1906'
 KA1906'ALSO 5/8 REBARS DRIVEN AT STAS FOR METAL DETECTION.
 KA1906
 KA1906                          STATION RECOVERY (1980)
 KA1906
 KA1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1906'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE
 KA1906'DISTANCE TO THE REFERENCE MARK CHECKED FAVORABLY.  THERE WAS NO
 KA1906'OBJECT AT GROUND LEVEL TO OCCUPY STATION.
 KA1906'
 KA1906'THE STATION IS ABOUT 0.3 MILE N OF 116 STREET AND RAILROAD
 KA1906'CROSSING AT FISHERS.
 KA1906'
 KA1906'TO REACH FROM THE POST OFFICE AND RAILROAD CROSSING AT FISHERS, GO
 KA1906'E ON 116 STREET FOR 0.2 MILE TO A STREET ON THE LEFT.  TURN LEFT AND
 KA1906'GO N ON LANTERN ROAD FOR 0.25 MILE TO RAILROAD CROSSING AND STATION
 KA1906'ON RIGHT AS DESCRIBED.
 KA1906'
 KA1906'STATION MARK IS A STANDARD DISK, STAMPED FISHER 1920.  THE MARK IS
 KA1906'FLUSH.  IT IS 489 FT N OF CENTER LINE OF LANTERN ROAD AND RAILROAD
 KA1906'CROSSING, 12 FT E OF FENCE LINE, 6.5 FT W OF W RAIL OF TRACKS AND 1
 KA1906'FT E OF A METAL WITNESS POST.
 KA1906'
 KA1906'THE REFERENCE MARK IS A STANDARD DISK, STAMPED FISHER 1920.  THE
 KA1906'MARK IS FLUSH.  IT IS 21 FT E OF E RAIL OF TRACKS, 7 FT SE OF A
 KA1906'TELEPHONE POLE AND 1 FT W OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1533 ***********************************************************************
 MD1533  DESIGNATION -  FITCH
 MD1533  PID         -  MD1533
 MD1533  STATE/COUNTY-  IN/ALLEN
 MD1533  COUNTRY     -  US
 MD1533  USGS QUAD   -  GARRETT (2019)
 MD1533
 MD1533                         *CURRENT SURVEY CONTROL
 MD1533  ______________________________________________________________________
 MD1533* NAD 83(1997) POSITION- 41 15 45.02411(N) 085 08 06.80214(W)   ADJUSTED
 MD1533* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 MD1533  ______________________________________________________________________
 MD1533  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 MD1533  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 MD1533  HORZ ORDER      -  THIRD
 MD1533
 MD1533.The horizontal coordinates were established by classical geodetic methods
 MD1533.and adjusted by the National Geodetic Survey in May 1999.
 MD1533
 MD1533.The orthometric height was scaled from a topographic map.
 MD1533
 MD1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1533.GEOID18 height accuracy estimate available here.
 MD1533
 MD1533.Click photographs - Photos may exist for this station.
 MD1533
 MD1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1533
 MD1533. The following values were computed from the NAD 83(1997) position.
 MD1533
 MD1533;                    North         East     Units Scale Factor Converg.
 MD1533;SPC IN E     -   667,846.500   144,533.856   MT  0.99999107   +0 21 01.8
 MD1533;SPC IN E     - 2,191,093.06    474,191.49   sFT  0.99999107   +0 21 01.8
 MD1533;UTM  16      - 4,569,575.287   656,210.382   MT  0.99990032   +1 13 48.3
 MD1533
 MD1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1533!SPC IN E     -   0.99996426  x   0.99999107  =   0.99995533
 MD1533!UTM  16      -   0.99996426  x   0.99990032  =   0.99986458
 MD1533
 MD1533:                Primary Azimuth Mark                     Grid Az
 MD1533:SPC IN E     -  FITCH AZ MK                              052 01 34.1
 MD1533:UTM  16      -  FITCH AZ MK                              051 08 47.6
 MD1533
 MD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5621069575(NAD 83)
 MD1533
 MD1533|---------------------------------------------------------------------|
 MD1533| PID    Reference Object                     Distance      Geod. Az  |
 MD1533|                                                           dddmmss.s |
 MD1533| CC8697 FITCH RM 1                           28.971 METERS 03312     |
 MD1533| CC8696 FITCH AZ MK                                        0522235.9 |
 MD1533| CC8698 FITCH RM 2                           11.083 METERS 11341     |
 MD1533|---------------------------------------------------------------------|
 MD1533
 MD1533                          SUPERSEDED SURVEY CONTROL
 MD1533
 MD1533  NAD 83(1995)-  41 15 45.02427(N)    085 08 06.80535(W) AD(       ) 3
 MD1533  NAD 83(1986)-  41 15 45.02542(N)    085 08 06.81574(W) AD(       ) 3
 MD1533  NAD 27      -  41 15 44.84750(N)    085 08 06.91280(W) AD(       ) 3
 MD1533
 MD1533.Superseded values are not recommended for survey control.
 MD1533
 MD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1533.See file dsdata.pdf to determine how the superseded data were derived.
 MD1533
 MD1533_MARKER: DS = TRIANGULATION STATION DISK
 MD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1533_STAMPING: FITCH 1946
 MD1533_MARK LOGO: CGS
 MD1533_PROJECTION: FLUSH
 MD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1533+STABILITY: SURFACE MOTION
 MD1533
 MD1533  HISTORY     - Date     Condition        Report By
 MD1533  HISTORY     - 1946     MONUMENTED       CGS
 MD1533  HISTORY     - 1963     GOOD             CGS
 MD1533
 MD1533                          STATION DESCRIPTION
 MD1533
 MD1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1533'STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 27 AND ABOUT
 MD1533'WAYNE 13 NORTH OF FORT WAYNE.  IT IS 65 FEET WEST OF THE APPROXIMATE
 MD1533'CENTERLINE OF U.S.  HIGHWAY 27, 18 FEET NORTHEAST OF A 12 INCH MAPLE
 MD1533'TREE, 30 FEET EAST OF A 12 INCH OAK TREE AND 37 FEET WEST OF A
 MD1533'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FITCH 1946.
 MD1533'
 MD1533'REFERENCE MARK NO 1 IS 95.05 FEET NORTH EAST OF STATION.  IT IS 25
 MD1533'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 27 AND 1 FOOT
 MD1533'WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FITCH
 MD1533'NO 1 1946.
 MD1533'
 MD1533'REFERENCE MARK NO 2 IS 36.36 FEET SOUTHEAST OF THE STATION.  IT IS 25
 MD1533'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 27 AND 1 FOOT
 MD1533'WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FITCH
 MD1533'NO 2 1946.
 MD1533'
 MD1533'AZIMUTH MARK IS APPROXIMATE 0.3 MILE NORTHEAST OF THE STATION.  IT IS
 MD1533'19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 26
 MD1533'FEET WEST OF TELEPHONE POLE.
 MD1533'
 MD1533'THE MARK IS FLUSH AND THE DISK IS STAMPED FITCH 1946.
 MD1533'
 MD1533'TO REACH STATION FROM THE MAIN JUNCTION IN FORT WNYNE GO NORTH ON
 MD1533'HIGHWAY NUMBERS 27-427-1-3 ABOUT 2-1/2 MILE TO JUNCTION OF U.S.
 MD1533'HIGHWAY 27 AND STATE HIGHWAY 427.  TAKE U.S. HIGHWAY 27 AND GO 10.6
 MD1533'MILE TO STATION ON THE LEFT IN TALL TIMBER AS DESCRIBED.
 MD1533'
 MD1533'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. HIGHWAY 27 FOR
 MD1533'0.15 MILE TO GRAVEL ROAD RUNNING NORTHEAST AND ONE SOUTHEAST TAKE THE
 MD1533'SOUTHEAST GRAVEL ROAD AND GO 0.3 MILE TO AZIMUTH MARK ON THE RIGHT AS
 MD1533'DESCRIBED.
 MD1533'
 MD1533'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 MD1533
 MD1533                          STATION RECOVERY (1963)
 MD1533
 MD1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1533'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1533'DESCRIBED.
 MD1533'
 MD1533'ABOUT 8.5 MILES N ALONG NO. 27 U. S. HWY. FROM ITS BRIDGE OVER NO. 69
 MD1533'INTERSTATE HWY.  WHICH IS ABOUT 4-1/2 MILES N OF DOWNTOWN FORT WAYNE,
 MD1533'OR 6.1 MILES S ALONG NO. 27 HWY. (IT IS THE MAIN N-S STREET THRU TOWN)
 MD1533'FROM ITS CROSSING OF BALTIMORE AND OHIO RR TRACKS IN GARRETT, ABOUT
 MD1533'0.15 MILE N OF T-INTERSECTION OF HWY. AND FITCH ROAD, AT APPARENT
 MD1533'CREST OF HWY. GRADES, 0.2 MILE S OF COUNTY LINE, 65 FEET W OF CENTER
 MD1533'LINE OF 22-FOOT ASPHALT PAVEMENT, 26 FEET N OF THE MOST EASTERLY LARGE
 MD1533'MAPLE OF A WOODS, STANDARD DISKS STAMPED FITCH 1946 ARE SET IN 1A AND
 MD1533'7A MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1533'
 MD1533'REFERENCE STAMPED FITCH NO 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1533'59.09 FEET OR 18.011 METERS NE IN AZIMUTH 213 DEG 12 MIN FROM STATION,
 MD1533'31 FEET W OF CENTER LINE OF HWY., ONE FOOT W OF FENCE, AND 1.6 FEET N
 MD1533'OF STEEL WITNESS POST.
 MD1533'
 MD1533'REFERENCE STAMPED FITCH NO 2 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1533'36.36 FEET OR 11.083 METERS ESE IN AZIMUTH 293 DEG 41 MIN FROM
 MD1533'STATION, 31 FEET W OF CENTER LINE OF HWY., 0.4 FOOT HIGHER THAN SAME,
 MD1533'64 FEET S OF NO. 1 R.M., AND 40 FEET N OF CREOSOTED POWER POLE.
 MD1533'
 MD1533'AZIMUTH MARK STAMPED FITCH 1946, NOTE 16A, FLUSH, IS ABOUT 0.3 MILE NE
 MD1533'IN AZIMUTH OF 232 DEG 22 MIN 36.8 SEC FROM STATION AND NOW COMPLETELY
 MD1533'OBSTRUCTED BY SIZEABLE YOUNG TREES OVER AN ESTIMATED ONE-THIRD OF THE
 MD1533'DISTANCE, AT W END (TOP) OF SHORT ROAD GRADE, 30 FEET W OF A TELEPHONE
 MD1533'POLE, 20 FEET S OF C/L OF GRAVEL COUNTY LINE ROAD, ABOUT A FOOT HIGHER
 MD1533'THAN SAME, AND 1-1/2 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1723 ***********************************************************************
 HZ1723  DESIGNATION -  FLAG
 HZ1723  PID         -  HZ1723
 HZ1723  STATE/COUNTY-  IN/CLARK
 HZ1723  COUNTRY     -  US
 HZ1723  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1723
 HZ1723                         *CURRENT SURVEY CONTROL
 HZ1723  ______________________________________________________________________
 HZ1723* NAD 83(1997) POSITION- 38 32 34.19285(N) 085 32 30.84314(W)   ADJUSTED
 HZ1723* NAVD 88 ORTHO HEIGHT -   218.037 (meters)      715.34  (feet) ADJUSTED
 HZ1723  ______________________________________________________________________
 HZ1723  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 HZ1723  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 HZ1723  DYNAMIC HEIGHT  -        217.891 (meters)      714.86  (feet) COMP
 HZ1723  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HZ1723
 HZ1723  HORZ ORDER      -  SECOND
 HZ1723  VERT ORDER      -  FIRST     CLASS II
 HZ1723
 HZ1723.The horizontal coordinates were established by classical geodetic methods
 HZ1723.and adjusted by the National Geodetic Survey in May 1999.
 HZ1723
 HZ1723.The orthometric height was determined by differential leveling and
 HZ1723.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1723.in June 1991.
 HZ1723
 HZ1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1723.GEOID18 height accuracy estimate available here.
 HZ1723
 HZ1723.Click photographs - Photos may exist for this station.
 HZ1723
 HZ1723.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1723
 HZ1723.The dynamic height is computed by dividing the NAVD 88
 HZ1723.geopotential number by the normal gravity value computed on the
 HZ1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1723.degrees latitude (g = 980.6199 gals.).
 HZ1723
 HZ1723.The modeled gravity was interpolated from observed gravity values.
 HZ1723
 HZ1723. The following values were computed from the NAD 83(1997) position.
 HZ1723
 HZ1723;                    North         East     Units Scale Factor Converg.
 HZ1723;SPC IN E     -   365,754.557   110,876.857   MT  0.99996812   +0 04 39.9
 HZ1723;SPC IN E     - 1,199,979.74    363,768.49   sFT  0.99996812   +0 04 39.9
 HZ1723;SPC KY1Z     - 1,245,242.233 1,518,141.794   MT  0.99997250   +0 07 40.0
 HZ1723;SPC KY1Z     - 4,085,432.23  4,980,770.20   sFT  0.99997250   +0 07 40.0
 HZ1723;SPC KY N     -   116,541.556   387,378.548   MT  0.99996295   -0 48 13.1
 HZ1723;SPC KY N     -   382,353.42  1,270,924.45   sFT  0.99996295   -0 48 13.1
 HZ1723;UTM  16      - 4,267,053.683   627,070.914   MT  0.99979885   +0 54 31.2
 HZ1723
 HZ1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1723!SPC IN E     -   0.99997108  x   0.99996812  =   0.99993920
 HZ1723!SPC KY1Z     -   0.99997108  x   0.99997250  =   0.99994358
 HZ1723!SPC KY N     -   0.99997108  x   0.99996295  =   0.99993403
 HZ1723!UTM  16      -   0.99997108  x   0.99979885  =   0.99976993
 HZ1723
 HZ1723:                Primary Azimuth Mark                     Grid Az
 HZ1723:SPC IN E     -  FLAG AZ MK                               002 03 50.2
 HZ1723:SPC KY1Z     -  FLAG AZ MK                               002 00 50.1
 HZ1723:SPC KY N     -  FLAG AZ MK                               002 56 43.2
 HZ1723:UTM  16      -  FLAG AZ MK                               001 13 58.9
 HZ1723
 HZ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2707067053(NAD 83)
 HZ1723
 HZ1723|---------------------------------------------------------------------|
 HZ1723| PID    Reference Object                     Distance      Geod. Az  |
 HZ1723|                                                           dddmmss.s |
 HZ1723| HZ1722 FLAG AZ MK                                         0020830.1 |
 HZ1723| HZ1725 FLAG RM 1                            25.907 METERS 17218     |
 HZ1723| HZ1724 FLAG RM 2                            29.146 METERS 26157     |
 HZ1723|---------------------------------------------------------------------|
 HZ1723
 HZ1723                          SUPERSEDED SURVEY CONTROL
 HZ1723
 HZ1723  NAD 83(1995)-  38 32 34.19320(N)    085 32 30.84247(W) AD(       ) 2
 HZ1723  NAD 83(1993)-  38 32 34.19319(N)    085 32 30.84252(W) AD(       ) 2
 HZ1723  NAD 83(1986)-  38 32 34.19585(N)    085 32 30.84887(W) AD(       ) 2
 HZ1723  NAD 27      -  38 32 33.97300(N)    085 32 30.99200(W) AD(       ) 2
 HZ1723  NGVD 29 (??/??/92)  218.196  (m)          715.86   (f) ADJ UNCH    1 2
 HZ1723  NGVD 29             218.20   (m)          715.9    (f) LEVELING    3  
 HZ1723
 HZ1723.Superseded values are not recommended for survey control.
 HZ1723
 HZ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1723.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1723
 HZ1723_MARKER: DS = TRIANGULATION STATION DISK
 HZ1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1723_STAMPING: FLAG 1947
 HZ1723_MARK LOGO: CGS
 HZ1723_PROJECTION: PROJECTING 8 CENTIMETERS
 HZ1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1723+STABILITY: SURFACE MOTION
 HZ1723
 HZ1723  HISTORY     - Date     Condition        Report By
 HZ1723  HISTORY     - 1947     MONUMENTED       CGS
 HZ1723  HISTORY     - 1965     GOOD             CGS
 HZ1723  HISTORY     - 1965     GOOD             CGS
 HZ1723  HISTORY     - 1976     GOOD             NGS
 HZ1723  HISTORY     - 19860730 GOOD             NGS
 HZ1723  HISTORY     - 20190915 POOR             USPSQD
 HZ1723
 HZ1723                          STATION DESCRIPTION
 HZ1723
 HZ1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1723'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHHWAY 62,
 HZ1723'ABOUT 10 MILES NORTHEAST OF CHARLESTOWN, 4 MILES EAST OF NEW
 HZ1723'MARKET, AND 1-1/2 MILES NORTH-NORTHWEST OF SOLON.IT IS 57 FEET
 HZ1723'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 HZ1723'HIGHWAY, AND 6.3 FEET SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS
 HZ1723'6 INCHES, AND THE DISK IS STAMPED FLAG 1947.
 HZ1723'
 HZ1723'REFERENCE MARK NO. 1 IS 85.00 FEET SOUTH-SOUTHEAST OF THE STATION, 36
 HZ1723'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.8 FEET NORTH
 HZ1723'OF A CONCRETE RIGHT-OF-WAY POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ1723'DISK IS STAMPED FLAG NO 1 1947.
 HZ1723'
 HZ1723'REFERENCE MARK NO. 2 IS 95.61 FEET WEST-SOUTHWEST OF THE STATION, 21
 HZ1723'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND
 HZ1723'6 INCHES SOUTH OF A WIRE FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ1723'DISK IS STAMPED FLAG NO 2 1947.
 HZ1723'
 HZ1723'THE AZIMUTH MARK IS 0.3 MILE NOTH OF THE STATION VIA THE HIGHWAY,
 HZ1723'38.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 3 FEET SOUTHOF
 HZ1723'TELEPHONE POLE NO. 50, AND 1.2 FEET SOUTH OF A WITNESS POST.THE MARK
 HZ1723'PROJECTS 5 INCHES, AND THE DISK IS STAMPED FLAG 1947.
 HZ1723'
 HZ1723'TO REACH THE STATION FEOM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ1723'CHARLESTOWN, GO NORTHEAST ON THE LATTER FOR 10.3 MILES TO A Y ROAD
 HZ1723'ON THELEFT AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 HZ1723'INTERSECTION.
 HZ1723'
 HZ1723'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1723
 HZ1723                          STATION RECOVERY (1965)
 HZ1723
 HZ1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1723'THE STATION MARK, STAMPED FLAG 1947, IS ABOUT 1.5 MILES SOUTH ALONG
 HZ1723'STATE HIGHWAY 62 FROM THE SCHOOLHOUSE AT NEW WASHINGTON, IN
 HZ1723'SECTION 8, T 1 N, R 9 E, AT A JUNCTION OF THE HIGHWAY AND A PAVED
 HZ1723'ROAD LEADING SOUTHWEST, 48 FEET WEST OF THE CENTER LINE OF THE
 HZ1723'HIGHWAY, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD,
 HZ1723'24 FEET SOUTH OF A 24-INCH OAK TREE, 25 FEET NORTH OF A 20-INCH
 HZ1723'OAK TREE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 HZ1723'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1723'PROJECTING 3 INCHES.
 HZ1723'
 HZ1723'R.M. 1, STAMPED FLAG NO 1 1947, IS 85.0 FEET SOUTH-SOUTHEAST OF THE
 HZ1723'STATION MARK, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 HZ1723'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 5 FEET SOUTHEAST
 HZ1723'OF A TELEPHONE CABLE MARKER POST, AND SET IN THE TOP OF A CONCRETE
 HZ1723'POST PROJECTING 6 INCHES.
 HZ1723'
 HZ1723'R.M. 2, STAMPED FLAG NO 2 1947, IS 95.6 FEET WEST-SOUTHWEST OF THE
 HZ1723'STATION MARK, 21 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD
 HZ1723'LEADING SOUTHWEST, 1 FOOT SOUTHEAST OF A FENCE, ABOUT LEVEL WITH
 HZ1723'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HZ1723'INCHES.
 HZ1723
 HZ1723                          STATION RECOVERY (1965)
 HZ1723
 HZ1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1723'1.5 MI S FROM NEW WASHINGTON.
 HZ1723'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE SCHOOLHOUSE
 HZ1723'AT NEW WASHINGTON, IN SECTION 8, T 1 N, R 9 E, AT A JUNCTION OF
 HZ1723'THE HIGHWAY AND A PAVED ROAD LEADING SOUTHWEST, 48 FEET WEST OF
 HZ1723'THE CENTER LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE CENTER
 HZ1723'LINE OF THE PAVED ROAD, 24 FEET SOUTH OF A 24-INCH OAK TREE,
 HZ1723'25 FEET NORTH OF A 20-INCH OAK TREE, 0.9 FOOT SOUTH OF A METAL
 HZ1723'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 HZ1723'A CONCRETE POST PROJECTING 3 INCHES.
 HZ1723
 HZ1723                          STATION RECOVERY (1976)
 HZ1723
 HZ1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ1723'TREES ON LINE R.M. 1 TO R.M. 2.
 HZ1723'
 HZ1723'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 HZ1723'IN GOOD CONDITION AS DESCRIBED IN 1947.  THE DISTANCE TO THE MARKS
 HZ1723'CHECKED, HOWEVER A DIFFERENCE IN DIRECTION TO REFERENCE MARK 1 OF 1
 HZ1723'MINUTE 35 SECONDS SMALLER AND THE DIRECTION TO REFERENCE MARK 2
 HZ1723'WAS GREATER BY 2 MINUTES 30 SECONDS.
 HZ1723'
 HZ1723'THE DESCRIPTION AND TO REACH IS ADEQUATE AND COMPLETE.  A METAL
 HZ1723'WITNESS POST WAS SET AT THE STATION 0.5 FOOT SOUTH.
 HZ1723'
 HZ1723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF NEW
 HZ1723'MARKET.
 HZ1723'
 HZ1723'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ1723
 HZ1723                          STATION RECOVERY (1986)
 HZ1723
 HZ1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 HZ1723'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE ALL
 HZ1723'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS
 HZ1723'RECOVERED BEING MOVED BY A TREE WHICH IS GROWING BESIDE THE MONUMENT.
 HZ1723'THE DISTANCE, NOR THE DIRECTION CHECKED THE OLD DATA FOR THIS MARK.
 HZ1723'THE DISTANCE WAS FOUND TO BE LONGER BY 0.055 METERS (0.180 FT) AND THE
 HZ1723'DIRECTION DIFFERS BY 06 MINUTES 35.9 SECONDS.  THE DISTANCE AND
 HZ1723'DIRECTION TO REFERENCE MARK 1 CHECKED THE OLD DATA.  THE TO REACH FOR
 HZ1723'THIS STATION IS STILL ADEQUATE.
 HZ1723
 HZ1723                          STATION RECOVERY (2019)
 HZ1723
 HZ1723'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1723'DISK IS MISSING.  MOUNTING PIN IS INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1722 ***********************************************************************
 HZ1722  DESIGNATION -  FLAG AZ MK
 HZ1722  PID         -  HZ1722
 HZ1722  STATE/COUNTY-  IN/CLARK
 HZ1722  COUNTRY     -  US
 HZ1722  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1722
 HZ1722                         *CURRENT SURVEY CONTROL
 HZ1722  ______________________________________________________________________
 HZ1722* NAD 83(1986) POSITION- 38 32 48.98   (N) 085 32 30.14   (W)   HD_HELD1
 HZ1722* NAVD 88 ORTHO HEIGHT -   218.095 (meters)      715.53  (feet) ADJUSTED
 HZ1722  ______________________________________________________________________
 HZ1722  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 HZ1722  DYNAMIC HEIGHT  -        217.949 (meters)      715.05  (feet) COMP
 HZ1722  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 HZ1722
 HZ1722  VERT ORDER      -  FIRST     CLASS II
 HZ1722
 HZ1722.The horizontal coordinates were determined by differentially corrected
 HZ1722.hand held GPS observations or other comparable positioning techniques
 HZ1722.and have an estimated accuracy of +/- 3 meters.
 HZ1722
 HZ1722.The orthometric height was determined by differential leveling and
 HZ1722.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1722.in June 1991.
 HZ1722
 HZ1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1722.GEOID18 height accuracy estimate available here.
 HZ1722
 HZ1722.Click photographs - Photos may exist for this station.
 HZ1722
 HZ1722.The dynamic height is computed by dividing the NAVD 88
 HZ1722.geopotential number by the normal gravity value computed on the
 HZ1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1722.degrees latitude (g = 980.6199 gals.).
 HZ1722
 HZ1722.The modeled gravity was interpolated from observed gravity values.
 HZ1722
 HZ1722;                    North         East    Units  Estimated Accuracy
 HZ1722;SPC IN E     -   366,210.5     110,893.3     MT  (+/- 3 meters HH1 GPS) 
 HZ1722
 HZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2708067509(NAD 83)
 HZ1722
 HZ1722                          SUPERSEDED SURVEY CONTROL
 HZ1722
 HZ1722  NGVD 29 (??/??/92)  218.254  (m)          716.06   (f) ADJ UNCH    1 2
 HZ1722
 HZ1722.Superseded values are not recommended for survey control.
 HZ1722
 HZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1722.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1722
 HZ1722_MARKER: DZ = AZIMUTH MARK DISK
 HZ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1722_STAMPING: FLAG 1947
 HZ1722_MARK LOGO: CGS
 HZ1722_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1722+STABILITY: SURFACE MOTION
 HZ1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1722+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 HZ1722
 HZ1722  HISTORY     - Date     Condition        Report By
 HZ1722  HISTORY     - 1947     MONUMENTED       CGS
 HZ1722  HISTORY     - 1965     GOOD             CGS
 HZ1722  HISTORY     - 19860730 GOOD             NGS
 HZ1722  HISTORY     - 20230817 GOOD             INDOT
 HZ1722
 HZ1722                          STATION DESCRIPTION
 HZ1722
 HZ1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1722'1.2 MI S FROM NEW WASHINGTON.
 HZ1722'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1722'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 8, T 1 N, R 9 E, 39
 HZ1722'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A
 HZ1722'TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 HZ1722'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1722'POST PROJECTING 6 INCHES.
 HZ1722
 HZ1722                          STATION RECOVERY (1986)
 HZ1722
 HZ1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 HZ1722'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 62, ABOUT
 HZ1722'10 MILES (16.1 KM) NORTHEAST OF CHARLESTOWN, 4 MILES (6.4 KM) EAST OF
 HZ1722'NEW MARKET AND 1-1/2 MILES NORTH-NORTHWEST OF SOLON.  TO REACH THE
 HZ1722'STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN CHARLESTOWN,
 HZ1722'GO NORTHEAST ON THE STATE HIGHWAY 62 FOR 16.58 KM, (10.30 MI) 10.3
 HZ1722'MILES (16.6 KM) TO STATION ON RIGHT AS DESCRIBED.  THE STATION IS A
 HZ1722'STANDARD NGS AZIMUTH MARK DISK STAMPED---FLAG 1947---, SET INTO THE
 HZ1722'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT
 HZ1722'IS 0.914 METERS, (2.999 FT) 3.0 FT (0.9 M) SOUTH OF A UTILITY POLE,
 HZ1722'0.365 METERS (1.198 FT) SOUTH FROM A WITNESS POST AND 11.674 METERS,
 HZ1722'(38.300 FT) 38.3 FT (11.7 M) EAST FROM THE CENTER OF HIGHWAY 62.  A
 HZ1722'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FLAG 1947 USING
 HZ1722'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 HZ1722
 HZ1722                          STATION RECOVERY (2023)
 HZ1722
 HZ1722'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1725 ***********************************************************************
 HZ1725  DESIGNATION -  FLAG RM 1
 HZ1725  PID         -  HZ1725
 HZ1725  STATE/COUNTY-  IN/CLARK
 HZ1725  COUNTRY     -  US
 HZ1725  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1725
 HZ1725                         *CURRENT SURVEY CONTROL
 HZ1725  ______________________________________________________________________
 HZ1725* NAD 83(1986) POSITION- 38 32 33.36   (N) 085 32 30.70   (W)   HD_HELD1
 HZ1725* NAVD 88 ORTHO HEIGHT -   217.983 (meters)      715.17  (feet) ADJUSTED
 HZ1725  ______________________________________________________________________
 HZ1725  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 HZ1725  DYNAMIC HEIGHT  -        217.837 (meters)      714.69  (feet) COMP
 HZ1725  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HZ1725
 HZ1725  VERT ORDER      -  FIRST     CLASS II
 HZ1725
 HZ1725.The horizontal coordinates were determined by differentially corrected
 HZ1725.hand held GPS observations or other comparable positioning techniques
 HZ1725.and have an estimated accuracy of +/- 3 meters.
 HZ1725
 HZ1725.The orthometric height was determined by differential leveling and
 HZ1725.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1725.in June 1991.
 HZ1725
 HZ1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1725.GEOID18 height accuracy estimate available here.
 HZ1725
 HZ1725.Click photographs - Photos may exist for this station.
 HZ1725
 HZ1725.The dynamic height is computed by dividing the NAVD 88
 HZ1725.geopotential number by the normal gravity value computed on the
 HZ1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1725.degrees latitude (g = 980.6199 gals.).
 HZ1725
 HZ1725.The modeled gravity was interpolated from observed gravity values.
 HZ1725
 HZ1725;                    North         East    Units  Estimated Accuracy
 HZ1725;SPC IN E     -   365,728.9     110,880.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1725
 HZ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2707467028(NAD 83)
 HZ1725
 HZ1725                          SUPERSEDED SURVEY CONTROL
 HZ1725
 HZ1725  NGVD 29 (??/??/92)  218.141  (m)          715.68   (f) ADJ UNCH    1 2
 HZ1725
 HZ1725.Superseded values are not recommended for survey control.
 HZ1725
 HZ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1725.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1725
 HZ1725_MARKER: DR = REFERENCE MARK DISK
 HZ1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1725_STAMPING: FLAG NO 1 1947
 HZ1725_MARK LOGO: CGS
 HZ1725_PROJECTION: PROJECTING 15 CENTIMETERS
 HZ1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1725+STABILITY: SURFACE MOTION
 HZ1725
 HZ1725  HISTORY     - Date     Condition        Report By
 HZ1725  HISTORY     - 1947     MONUMENTED       CGS
 HZ1725  HISTORY     - 1965     GOOD             CGS
 HZ1725  HISTORY     - 20190915 GOOD             USPSQD
 HZ1725
 HZ1725                          STATION DESCRIPTION
 HZ1725
 HZ1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1725'1.5 MI S FROM NEW WASHINGTON.
 HZ1725'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1725'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 8, T 1 N, R 9 E, AT
 HZ1725'A JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING SOUTHWEST,
 HZ1725'85 FEET SOUTH-SOUTHEAST OF FLAG 1947, 36 FEET WEST OF THE
 HZ1725'CENTER LINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A CONCRETE
 HZ1725'RIGHT-OF-WAY MARKER POST, 5 FEET SOUTHEAST OF A TELEPHONE CABLE
 HZ1725'MARKER POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1725'6 INCHES.
 HZ1725
 HZ1725                          STATION RECOVERY (2019)
 HZ1725
 HZ1725'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1724 ***********************************************************************
 HZ1724  DESIGNATION -  FLAG RM 2
 HZ1724  PID         -  HZ1724
 HZ1724  STATE/COUNTY-  IN/CLARK
 HZ1724  COUNTRY     -  US
 HZ1724  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1724
 HZ1724                         *CURRENT SURVEY CONTROL
 HZ1724  ______________________________________________________________________
 HZ1724* NAD 83(1986) POSITION- 38 32 34.06   (N) 085 32 32.03   (W)   HD_HELD1
 HZ1724* NAVD 88 ORTHO HEIGHT -   218.142 (meters)      715.69  (feet) ADJUSTED
 HZ1724  ______________________________________________________________________
 HZ1724  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 HZ1724  DYNAMIC HEIGHT  -        217.996 (meters)      715.21  (feet) COMP
 HZ1724  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HZ1724
 HZ1724  VERT ORDER      -  FIRST     CLASS II
 HZ1724
 HZ1724.The horizontal coordinates were determined by differentially corrected
 HZ1724.hand held GPS observations or other comparable positioning techniques
 HZ1724.and have an estimated accuracy of +/- 3 meters.
 HZ1724
 HZ1724.The orthometric height was determined by differential leveling and
 HZ1724.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1724.in June 1991.
 HZ1724
 HZ1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1724.GEOID18 height accuracy estimate available here.
 HZ1724
 HZ1724.Click photographs - Photos may exist for this station.
 HZ1724
 HZ1724.The dynamic height is computed by dividing the NAVD 88
 HZ1724.geopotential number by the normal gravity value computed on the
 HZ1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1724.degrees latitude (g = 980.6199 gals.).
 HZ1724
 HZ1724.The modeled gravity was interpolated from observed gravity values.
 HZ1724
 HZ1724;                    North         East    Units  Estimated Accuracy
 HZ1724;SPC IN E     -   365,750.4     110,848.1     MT  (+/- 3 meters HH1 GPS) 
 HZ1724
 HZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2704267049(NAD 83)
 HZ1724
 HZ1724                          SUPERSEDED SURVEY CONTROL
 HZ1724
 HZ1724  NGVD 29 (??/??/92)  218.301  (m)          716.21   (f) ADJ UNCH    1 2
 HZ1724
 HZ1724.Superseded values are not recommended for survey control.
 HZ1724
 HZ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1724.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1724
 HZ1724_MARKER: DR = REFERENCE MARK DISK
 HZ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1724_STAMPING: FLAG NO 2 1947
 HZ1724_MARK LOGO: CGS
 HZ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1724+STABILITY: SURFACE MOTION
 HZ1724
 HZ1724  HISTORY     - Date     Condition        Report By
 HZ1724  HISTORY     - 1947     MONUMENTED       CGS
 HZ1724  HISTORY     - 1965     GOOD             CGS
 HZ1724
 HZ1724                          STATION DESCRIPTION
 HZ1724
 HZ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1724'1.5 MI S FROM NEW WASHINGTON.
 HZ1724'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1724'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 8, R 1 N, R 9 E, AT A
 HZ1724'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING SOUTHWEST, 95.6
 HZ1724'FEET WEST-SOUTHWEST OF FLAG 1947, 21 FEET NORTHWEST OF THE
 HZ1724'CENTER LINE OF THE PAVED ROAD LEADING SOUTHWEST, 1 FOOT SOUTHEAST
 HZ1724'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HZ1724'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2043 ***********************************************************************
 LA2043  DESIGNATION -  FLAT
 LA2043  PID         -  LA2043
 LA2043  STATE/COUNTY-  IN/WELLS
 LA2043  COUNTRY     -  US
 LA2043  USGS QUAD   -  MARKLE (2019)
 LA2043
 LA2043                         *CURRENT SURVEY CONTROL
 LA2043  ______________________________________________________________________
 LA2043* NAD 83(1997) POSITION- 40 52 29.27548(N) 085 18 46.14183(W)   ADJUSTED
 LA2043* NAVD 88 ORTHO HEIGHT -   242.36  (+/-2cm)      795.1   (feet) VERTCON3
 LA2043  ______________________________________________________________________
 LA2043  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LA2043  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 LA2043  HORZ ORDER      -  THIRD
 LA2043  VERT ORDER      -  THIRD ? (See Below)
 LA2043
 LA2043.The horizontal coordinates were established by classical geodetic methods
 LA2043.and adjusted by the National Geodetic Survey in May 1999.
 LA2043
 LA2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2043
 LA2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2043.GEOID18 height accuracy estimate available here.
 LA2043
 LA2043.The vertical order pertains to the NGVD 29 superseded value.
 LA2043
 LA2043.Click photographs - Photos may exist for this station.
 LA2043
 LA2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2043
 LA2043. The following values were computed from the NAD 83(1997) position.
 LA2043
 LA2043;                    North         East     Units Scale Factor Converg.
 LA2043;SPC IN E     -   624,714.995   129,826.490   MT  0.99997761   +0 13 53.6
 LA2043;SPC IN E     - 2,049,585.78    425,939.08   sFT  0.99997761   +0 13 53.6
 LA2043;UTM  16      - 4,526,228.688   642,165.814   MT  0.99984876   +1 06 15.4
 LA2043
 LA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2043!SPC IN E     -   0.99996728  x   0.99997761  =   0.99994489
 LA2043!UTM  16      -   0.99996728  x   0.99984876  =   0.99981605
 LA2043
 LA2043:                Primary Azimuth Mark                     Grid Az
 LA2043:SPC IN E     -  FLAT AZ MK                               016 07 28.7
 LA2043:UTM  16      -  FLAT AZ MK                               015 15 06.9
 LA2043
 LA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4216526228(NAD 83)
 LA2043
 LA2043|---------------------------------------------------------------------|
 LA2043| PID    Reference Object                     Distance      Geod. Az  |
 LA2043|                                                           dddmmss.s |
 LA2043| CC8699 FLAT AZ MK                                         0162122.3 |
 LA2043| CC8700 FLAT RM 1                            22.524 METERS 26910     |
 LA2043| CC8701 FLAT RM 2                            37.397 METERS 33830     |
 LA2043|---------------------------------------------------------------------|
 LA2043
 LA2043                          SUPERSEDED SURVEY CONTROL
 LA2043
 LA2043  NAD 83(1995)-  40 52 29.27509(N)    085 18 46.15033(W) AD(       ) 3
 LA2043  NAD 83(1986)-  40 52 29.27670(N)    085 18 46.15571(W) AD(       ) 3
 LA2043  NAD 27      -  40 52 29.10700(N)    085 18 46.25960(W) AD(       ) 3
 LA2043  NGVD 29             242.50   (m)          795.6    (f) LEVELING    3  
 LA2043
 LA2043.Superseded values are not recommended for survey control.
 LA2043
 LA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2043.See file dsdata.pdf to determine how the superseded data were derived.
 LA2043
 LA2043_MARKER: DS = TRIANGULATION STATION DISK
 LA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2043_STAMPING: FLAT 1948
 LA2043_MARK LOGO: CGS
 LA2043_PROJECTION: FLUSH
 LA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2043+STABILITY: SURFACE MOTION
 LA2043
 LA2043  HISTORY     - Date     Condition        Report By
 LA2043  HISTORY     - 1948     MONUMENTED       CGS
 LA2043  HISTORY     - 1955     GOOD             CGS
 LA2043
 LA2043                          STATION DESCRIPTION
 LA2043
 LA2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2043'STATION IS LOCATED 4 MILES NORTHEAST OF MARKLE AND 3 MILES SOUTHWEST
 LA2043'OF ZANESVILLE IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 LA2043'HIGHWAY 3 AND A GRAVEL CROSSROAD.  IT IS 77 FEET NORTHEAST OF THE
 LA2043'INTERSECTION, 48 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 40 FEET
 LA2043'EAST OF THE CENTER OF HIGHWAY 3 AND 10 FEET SOUTHWEST OF A FENCE LINE
 LA2043'AND A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2043'FLAT 1948.
 LA2043'
 LA2043'REFERENCE MARK NO. 1 IS 73.90 FEET WEST OF THE STATION.  IT IS 49 FEET
 LA2043'NORTH OF THE CENTER OF THE GRAVEL ROAD, 29 FEET WEST OF THE CENTER OF
 LA2043'THE HIGHWAY AND 16 FEET SOUTHEAST OF A TELEPHONE POLE.  THE DISK IS
 LA2043'SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT AND IS STAMPED FLAT NO
 LA2043'1 1948.
 LA2043'
 LA2043'REFERENCE MARK NO. 2 IS 122.69 FEET NORTHWEST OF THE STATION.  IT IS
 LA2043'27 FEET WEST OF THE CENTER OF HIGHWAY 3 AND 1 FOOT EAST OF A FENCE
 LA2043'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FLAT NO 2 1948.
 LA2043'
 LA2043'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 26 FEET
 LA2043'SOUTHEAST OF A WHITE WITNESS POST, 22 FEET WEST OF THE CENTER OF
 LA2043'HIGHWAY 3 AND 19 FEET EAST OF A FENCE LINE.  THE DISK IS SET FLUSH IN
 LA2043'A DRILL HOLE IN A CONCRETE CULVERT AND IS STAMPED FLAT 1948.
 LA2043'
 LA2043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 LA2043'HIGHWAY 3 IN MARKLE, GO NORTHEAST ON HIGHWAY 3 FOR 3.4 MILES TO A
 LA2043'GRAVEL CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE
 LA2043'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2043'
 LA2043'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LA2043
 LA2043                          STATION RECOVERY (1955)
 LA2043
 LA2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2043'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LA2043'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2047 ***********************************************************************
 JA2047  DESIGNATION -  FLENER
 JA2047  PID         -  JA2047
 JA2047  STATE/COUNTY-  IN/GIBSON
 JA2047  COUNTRY     -  US
 JA2047  USGS QUAD   -  POSEYVILLE (2019)
 JA2047
 JA2047                         *CURRENT SURVEY CONTROL
 JA2047  ______________________________________________________________________
 JA2047* NAD 83(1997) POSITION- 38 13 58.43774(N) 087 45 38.80795(W)   ADJUSTED
 JA2047* NAVD 88 ORTHO HEIGHT -   157.    (meters)      515.    (feet) SCALED
 JA2047  ______________________________________________________________________
 JA2047  GEOID HEIGHT    -        -31.158 (meters)                     GEOID18
 JA2047  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JA2047  HORZ ORDER      -  SECOND
 JA2047
 JA2047.The horizontal coordinates were established by classical geodetic methods
 JA2047.and adjusted by the National Geodetic Survey in May 1999.
 JA2047
 JA2047.The orthometric height was scaled from a topographic map.
 JA2047
 JA2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2047.GEOID18 height accuracy estimate available here.
 JA2047
 JA2047.Click photographs - Photos may exist for this station.
 JA2047
 JA2047.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2047
 JA2047. The following values were computed from the NAD 83(1997) position.
 JA2047
 JA2047;                    North         East     Units Scale Factor Converg.
 JA2047;SPC IN W     -   331,561.691   840,688.516   MT  1.00000997   -0 25 09.3
 JA2047;SPC IN W     - 1,087,798.65  2,758,158.91   sFT  1.00000997   -0 25 09.3
 JA2047;UTM  16      - 4,231,929.778   433,416.883   MT  0.99965460   -0 28 15.0
 JA2047
 JA2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2047!SPC IN W     -   0.99998027  x   1.00000997  =   0.99999024
 JA2047!UTM  16      -   0.99998027  x   0.99965460  =   0.99963488
 JA2047
 JA2047:                Primary Azimuth Mark                     Grid Az
 JA2047:SPC IN W     -  FLENER AZ MK                             207 02 35.2
 JA2047:UTM  16      -  FLENER AZ MK                             207 05 40.9
 JA2047
 JA2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3341631929(NAD 83)
 JA2047
 JA2047|---------------------------------------------------------------------|
 JA2047| PID    Reference Object                     Distance      Geod. Az  |
 JA2047|                                                           dddmmss.s |
 JA2047| JA2022 OWENSVILLE MUNICIPAL TANK           APPROX. 7.5 KM 0544216.7 |
 JA2047| CG8679 FLENER RM 1                          23.630 METERS 09615     |
 JA2047| JA2045 CYNTHIANA MUNICIPAL TANK            APPROX. 6.7 KM 1383003.2 |
 JA2047| JA2052 POSEYVILLE MUNICIPAL TANK           APPROX. 7.0 KM 1942030.2 |
 JA2047| CG8678 FLENER AZ MK                                       2063725.9 |
 JA2047| CG8680 FLENER RM 2                          23.404 METERS 26644     |
 JA2047|---------------------------------------------------------------------|
 JA2047
 JA2047                          SUPERSEDED SURVEY CONTROL
 JA2047
 JA2047  NAD 83(1993)-  38 13 58.44475(N)    087 45 38.80774(W) AD(       ) 2
 JA2047  NAD 83(1986)-  38 13 58.44730(N)    087 45 38.80908(W) AD(       ) 2
 JA2047  NAD 27      -  38 13 58.28636(N)    087 45 38.70811(W) AD(       ) 2
 JA2047
 JA2047.Superseded values are not recommended for survey control.
 JA2047
 JA2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2047.See file dsdata.pdf to determine how the superseded data were derived.
 JA2047
 JA2047_MARKER: DS = TRIANGULATION STATION DISK
 JA2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2047_STAMPING: FLENER 1967
 JA2047_MARK LOGO: CGS
 JA2047_PROJECTION: FLUSH
 JA2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2047+STABILITY: SURFACE MOTION
 JA2047
 JA2047  HISTORY     - Date     Condition        Report By
 JA2047  HISTORY     - 1967     MONUMENTED       CGS
 JA2047
 JA2047                          STATION DESCRIPTION
 JA2047
 JA2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2047'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF OWENSVILLE, 4
 JA2047'MILES NORTHWEST OF CYNTHIANA, 3 MILES SOUTH OF JOHNSON AND ON PROPERTY
 JA2047'OWNED BY HELEN FLENER.
 JA2047'
 JA2047'TO REACH THE STATION FROM THE MAUMEE GENERAL BAPTIST CHURCH IN
 JA2047'JOHNSON, GO WEST AND SOUTH AND WEST ON STATE HIGHWAY 165 FOR 2.25
 JA2047'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 1050 FOR
 JA2047'2.0 MILES TO A T ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN SHARP
 JA2047'LEFT AND GO NORTHEAST UP A SANDY HILL FOR 0.2 MILE TO THE STATION ON
 JA2047'THE HIGHEST PART OF THE HILL.
 JA2047'
 JA2047'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2047'
 JA2047'STATION MARK, STAMPED FLENER 1967 IS SET FLUSH WITH THE GROUND
 JA2047'SURFACE.  IT IS 19 FEET SOUTHEAST OF A 10-INCH TREE WITH A TRIANGLE
 JA2047'BLAZED ON THE SOUTH SIDE AND 7.5 FEET NORTH OF A FENCE.
 JA2047'
 JA2047'RM NO 1, STAMPED FLENER NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2047'SURFACE.  IT IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 JA2047'NORTH OF A FENCE.
 JA2047'
 JA2047'RM NO 2, STAMPED FLENER NO 2 1967 IS SET FLUSH WITH THE GROUND
 JA2047'SURFACE.  IT IS 20 FEET SOUTH OF A 12-INCH TREE, 2.1 FEET NORTHEAST OF
 JA2047'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 JA2047'
 JA2047'AZIMUTH MARK, STAMPED FLENER 1967 PROJECTS 3 INCHES.  IT IS 20 FEET
 JA2047'NORTH OF THE CENTER OF A GRAVELED ROAD, 14 FEET EAST OF THE CENTER OF
 JA2047'A WIRE GATE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST AND 1.3 FEET
 JA2047'NORTH OF A FENCE.
 JA2047'
 JA2047'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1489 ***********************************************************************
 MD1489  DESIGNATION -  FLINT
 MD1489  PID         -  MD1489
 MD1489  STATE/COUNTY-  IN/STEUBEN
 MD1489  COUNTRY     -  US
 MD1489  USGS QUAD   -  ORLAND (2019)
 MD1489
 MD1489                         *CURRENT SURVEY CONTROL
 MD1489  ______________________________________________________________________
 MD1489* NAD 83(1997) POSITION- 41 38 05.08908(N) 085 07 33.75173(W)   ADJUSTED
 MD1489* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 MD1489  ______________________________________________________________________
 MD1489  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 MD1489  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 MD1489  HORZ ORDER      -  SECOND
 MD1489
 MD1489.The horizontal coordinates were established by classical geodetic methods
 MD1489.and adjusted by the National Geodetic Survey in May 1999.
 MD1489
 MD1489.The orthometric height was scaled from a topographic map.
 MD1489
 MD1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1489.GEOID18 height accuracy estimate available here.
 MD1489
 MD1489.Click photographs - Photos may exist for this station.
 MD1489
 MD1489.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1489
 MD1489. The following values were computed from the NAD 83(1997) position.
 MD1489
 MD1489;                    North         East     Units Scale Factor Converg.
 MD1489;SPC IN E     -   709,192.068   145,044.961   MT  0.99999163   +0 21 33.1
 MD1489;SPC IN E     - 2,326,740.98    475,868.34   sFT  0.99999163   +0 21 33.1
 MD1489;UTM  16      - 4,610,920.048   656,084.391   MT  0.99989981   +1 14 43.0
 MD1489
 MD1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1489!SPC IN E     -   0.99995582  x   0.99999163  =   0.99994745
 MD1489!UTM  16      -   0.99995582  x   0.99989981  =   0.99985564
 MD1489
 MD1489:                Primary Azimuth Mark                     Grid Az
 MD1489:SPC IN E     -  CROOKED                                  041 29 52.8
 MD1489:UTM  16      -  CROOKED                                  040 36 42.9
 MD1489
 MD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5608410920(NAD 83)
 MD1489
 MD1489|---------------------------------------------------------------------|
 MD1489| PID    Reference Object                     Distance      Geod. Az  |
 MD1489|                                                           dddmmss.s |
 MD1489| MD1472 CROOKED                             APPROX. 7.7 KM 0415125.9 |
 MD1489| CC8702 FLINT RM 1                           29.585 METERS 11241     |
 MD1489| CC8703 FLINT RM 2                           16.472 METERS 22453     |
 MD1489|---------------------------------------------------------------------|
 MD1489
 MD1489                          SUPERSEDED SURVEY CONTROL
 MD1489
 MD1489  NAD 83(1995)-  41 38 05.08833(N)    085 07 33.75340(W) AD(       ) 2
 MD1489  NAD 83(1994)-  41 38 05.08879(N)    085 07 33.76049(W) AD(       ) 2
 MD1489  NAD 83(1986)-  41 38 05.08932(N)    085 07 33.76456(W) AD(       ) 2
 MD1489  NAD 27      -  41 38 04.90740(N)    085 07 33.87220(W) AD(       ) 2
 MD1489
 MD1489.Superseded values are not recommended for survey control.
 MD1489
 MD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1489.See file dsdata.pdf to determine how the superseded data were derived.
 MD1489
 MD1489_MARKER: DS = TRIANGULATION STATION DISK
 MD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1489_STAMPING: FLINT 1946
 MD1489_MARK LOGO: CGS
 MD1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1489+STABILITY: SURFACE MOTION
 MD1489
 MD1489  HISTORY     - Date     Condition        Report By
 MD1489  HISTORY     - 1946     MONUMENTED       CGS
 MD1489  HISTORY     - 1960     GOOD             CGS
 MD1489
 MD1489                          STATION DESCRIPTION
 MD1489
 MD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1489'STATION IS LOCATED IN A WOODS ON THE NORTH SIDE OF U.S. HIGHWAY 20
 MD1489'ABOUT 6-1/2 MILES WEST OF
 MD1489'ANGOLA.  IT IS 89 FEET NORTH OF THE CENTER OF THE HIGHWAY, 57 FEET
 MD1489'NORTHEAST OF THE BOARD GATE AND 39 FEET
 MD1489'NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD1489'DISK IS STAMPED FLINT 1946.
 MD1489'
 MD1489'REFERENCE MARK NO. 1 IS 97.07 FEET SOUTHEAST OF THE STATION IN THE
 MD1489'FENCE LINE.  IT IS 49 FEET NORTH
 MD1489'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1489'AND THE DISK IS STAMPED FLINT NO 1
 MD1489'1946.
 MD1489'
 MD1489'REFERENCE MARK NO. 2 IS 54.40 FEET SOUTHWEST OF THE STATION IN THE
 MD1489'FENCE LINE.  IT IS 3 FEET EAST OF
 MD1489'THE GATE AND 50 FEET NORTH OF THE CENTER OF ROAD.  THE MARK PROJECTS
 MD1489'4 INCHES AND THE DISK IS STAMPED FLINT NO
 MD1489'2 1946.
 MD1489'
 MD1489'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 MD1489'
 MD1489'TO REACH THE STATION FROM THE CIRCLE IN ANGOLA GO WEST ON U.S.
 MD1489'HIGHWAY 20 FOR 6.5 MI. TO WOODS AND
 MD1489'BOARD GATE ON THE RIGHT AND STATION.
 MD1489'
 MD1489'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1489
 MD1489                          STATION RECOVERY (1960)
 MD1489
 MD1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1489'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD1489'PERTINENT ADDITIONAL NOTES
 MD1489'FOLLOW.
 MD1489'
 MD1489'STATION IS ABOUT 0.25 MILE E OF GRAVEL ROAD THAT EXTENDS A MILE N TO
 MD1489'SMALL TOWN OF FLINT, 68 FEET NE
 MD1489'OF OLD CHANNEL-IRON GATEPOST, 57 FEET E OF PROJECTED LINE OF FENCE
 MD1489'FROM THE S.
 MD1489'
 MD1489'REFERENCE MARK NO. 1 IS 51 FEET N OF CENTER LINE OF 24-FOOT HWY.
 MD1489'PAVEMENT AND 42 FEET E OF NO.
 MD1489'469/619 N.I.P.S. POWER POLE.
 MD1489'
 MD1489'REFERENCE MARK NO. 2 IS 54.04 FEET OR 16.471 METERS (ORIGINAL
 MD1489'DESCRIPTION GIVES 54.40 FEET OR
 MD1489'16.472 METERS) FROM THE STATION, 25 YARDS E OF CREST OF RIDGE, 18
 MD1489'FEET E OF SAID OLD GATEPOST, AND
 MD1489'CLOSEBY A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2633 ***********************************************************************
 LB2633  DESIGNATION -  FLORA
 LB2633  PID         -  LB2633
 LB2633  STATE/COUNTY-  IN/CARROLL
 LB2633  COUNTRY     -  US
 LB2633  USGS QUAD   -  FLORA (2019)
 LB2633
 LB2633                         *CURRENT SURVEY CONTROL
 LB2633  ______________________________________________________________________
 LB2633* NAD 83(1997) POSITION- 40 32 48.92741(N) 086 33 49.22586(W)   ADJUSTED
 LB2633* NAVD 88 ORTHO HEIGHT -   215.38  (+/-2cm)      706.6   (feet) VERTCON3
 LB2633  ______________________________________________________________________
 LB2633  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 LB2633  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 LB2633  HORZ ORDER      -  THIRD
 LB2633  VERT ORDER      -  THIRD ? (See Below)
 LB2633
 LB2633.The horizontal coordinates were established by classical geodetic methods
 LB2633.and adjusted by the National Geodetic Survey in May 1999.
 LB2633
 LB2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2633
 LB2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2633.GEOID18 height accuracy estimate available here.
 LB2633
 LB2633.The vertical order pertains to the NGVD 29 superseded value.
 LB2633
 LB2633.Click photographs - Photos may exist for this station.
 LB2633
 LB2633.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2633
 LB2633. The following values were computed from the NAD 83(1997) position.
 LB2633
 LB2633;                    North         East     Units Scale Factor Converg.
 LB2633;SPC IN W     -   588,375.794   944,018.292   MT  0.99999051   +0 20 16.2
 LB2633;SPC IN W     - 1,930,362.92  3,097,166.68   sFT  0.99999051   +0 20 16.2
 LB2633;UTM  16      - 4,488,554.792   536,945.881   MT  0.99961680   +0 17 01.1
 LB2633
 LB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2633!SPC IN W     -   0.99997157  x   0.99999051  =   0.99996208
 LB2633!UTM  16      -   0.99997157  x   0.99961680  =   0.99958838
 LB2633
 LB2633:                Primary Azimuth Mark                     Grid Az
 LB2633:SPC IN W     -  FLORA AZ MK                              083 14 17.5
 LB2633:UTM  16      -  FLORA AZ MK                              083 17 32.6
 LB2633
 LB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3694588554(NAD 83)
 LB2633
 LB2633|---------------------------------------------------------------------|
 LB2633| PID    Reference Object                     Distance      Geod. Az  |
 LB2633|                                                           dddmmss.s |
 LB2633| CC8704 FLORA AZ MK                                        0833433.7 |
 LB2633| CC8706 FLORA RM 2                           10.150 METERS 18212     |
 LB2633| CC8705 FLORA RM 1                            8.888 METERS 35748     |
 LB2633|---------------------------------------------------------------------|
 LB2633
 LB2633                          SUPERSEDED SURVEY CONTROL
 LB2633
 LB2633  NAD 83(1986)-  40 32 48.93298(N)    086 33 49.23709(W) AD(       ) 3
 LB2633  NAD 27      -  40 32 48.80200(N)    086 33 49.21490(W) AD(       ) 3
 LB2633  NGVD 29             215.49   (m)          707.0    (f) LEVELING    3  
 LB2633
 LB2633.Superseded values are not recommended for survey control.
 LB2633
 LB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2633.See file dsdata.pdf to determine how the superseded data were derived.
 LB2633
 LB2633_MARKER: DS = TRIANGULATION STATION DISK
 LB2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2633_STAMPING: FLORA 1954
 LB2633_MARK LOGO: CGS
 LB2633_PROJECTION: FLUSH
 LB2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2633+STABILITY: SURFACE MOTION
 LB2633
 LB2633  HISTORY     - Date     Condition        Report By
 LB2633  HISTORY     - 1954     MONUMENTED       CGS
 LB2633
 LB2633                          STATION DESCRIPTION
 LB2633
 LB2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2633'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CUTLER AND 1-1/2 MILES
 LB2633'WEST OF FLORA, NEAR AN ABANDONED SCHOOL BUILDING ON PROPERTY OWNED
 LB2633'BY MR. FRANK ROSKOSKI.  IT IS 150 FEET SOUTH OF THE CENTER OF STATE
 LB2633'HIGHWAY 18, 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LB2633'SCHOOL BUILDING, 46 FEET NORTH OF A FENCE CORNER, 4 FEET NORTHEAST
 LB2633'OF A WHITE WITNESS POST AND 3 FEET EAST OF A FENCE.  THE MARK IS
 LB2633'FLUSH AND THE DISK IS STAMPED FLORA 1954.
 LB2633'
 LB2633'REFERENCE MARK NO. 1 IS 121 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 LB2633'67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL AND 1 FOOT
 LB2633'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FLORA
 LB2633'NO 1 1954.
 LB2633'
 LB2633'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 LB2633'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FLORA
 LB2633'NO 2 1954.
 LB2633'
 LB2633'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 2
 LB2633'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 LB2633'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FLORA 1954.
 LB2633'
 LB2633'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 75 AND
 LB2633'18 IN THE WEST SECTION OF FLORA, GO WEST ON HIGHWAY 18 FOR 1.5 MILES
 LB2633'TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF HIGHWAY AS
 LB2633'DESCRIBED.  CONTINUE WEST ON HIGHWAY 18 FOR 0.3 MILE TO AN
 LB2633'ABANDONED BRICK SCHOOL ON THE LEFT, SOUTH SIDE OF HIGHWAY AND
 LB2633'STATION AS DESCRIBED.
 LB2633'
 LB2633'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1940 ***********************************************************************
 KA1940  DESIGNATION -  FLOYD
 KA1940  PID         -  KA1940
 KA1940  STATE/COUNTY-  IN/JOHNSON
 KA1940  COUNTRY     -  US
 KA1940  USGS QUAD   -  GREENWOOD (2019)
 KA1940
 KA1940                         *CURRENT SURVEY CONTROL
 KA1940  ______________________________________________________________________
 KA1940* NAD 83(1997) POSITION- 39 36 19.36434(N) 086 05 58.16347(W)   ADJUSTED
 KA1940* NAVD 88 ORTHO HEIGHT -   250.01  (+/-2cm)      820.2   (feet) VERTCON3
 KA1940  ______________________________________________________________________
 KA1940  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 KA1940  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 KA1940  HORZ ORDER      -  SECOND
 KA1940  VERT ORDER      -  THIRD ? (See Below)
 KA1940
 KA1940.The horizontal coordinates were established by classical geodetic methods
 KA1940.and adjusted by the National Geodetic Survey in May 1999.
 KA1940
 KA1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1940
 KA1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1940.GEOID18 height accuracy estimate available here.
 KA1940
 KA1940.The vertical order pertains to the NGVD 29 superseded value.
 KA1940
 KA1940.Click photographs - Photos may exist for this station.
 KA1940
 KA1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1940
 KA1940. The following values were computed from the NAD 83(1997) position.
 KA1940
 KA1940;                    North         East     Units Scale Factor Converg.
 KA1940;SPC IN E     -   483,793.497    62,828.851   MT  0.99998367   -0 16 33.3
 KA1940;SPC IN E     - 1,587,245.83    206,130.99   sFT  0.99998367   -0 16 33.3
 KA1940;UTM  16      - 4,384,346.952   577,308.529   MT  0.99967358   +0 34 26.8
 KA1940
 KA1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1940!SPC IN E     -   0.99996600  x   0.99998367  =   0.99994967
 KA1940!UTM  16      -   0.99996600  x   0.99967358  =   0.99963959
 KA1940
 KA1940:                Primary Azimuth Mark                     Grid Az
 KA1940:SPC IN E     -  GREENWOOD                                343 45 45.5
 KA1940:UTM  16      -  GREENWOOD                                342 54 45.4
 KA1940
 KA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7730884346(NAD 83)
 KA1940
 KA1940|---------------------------------------------------------------------|
 KA1940| PID    Reference Object                     Distance      Geod. Az  |
 KA1940|                                                           dddmmss.s |
 KA1940| CC8707 FLOYD RM                             14.722 METERS 31131     |
 KA1940| KA1942 GREENWOOD                           APPROX. 2.0 KM 3432912.2 |
 KA1940| KA1939 GREENWOOD INDIAN CANNING CO TK      APPROX. 0.8 KM 3593954.3 |
 KA1940|---------------------------------------------------------------------|
 KA1940
 KA1940                          SUPERSEDED SURVEY CONTROL
 KA1940
 KA1940  NAD 83(1986)-  39 36 19.37221(N)    086 05 58.19063(W) AD(       ) 2
 KA1940  NAD 27      -  39 36 19.20000(N)    086 05 58.24700(W) AD(       ) 2
 KA1940  USSD        -  39 36 19.27000(N)    086 05 58.02200(W) AD(       ) 3
 KA1940  NGVD 29             250.13   (m)          820.6    (f) LEVELING    3  
 KA1940
 KA1940.Superseded values are not recommended for survey control.
 KA1940
 KA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1940.See file dsdata.pdf to determine how the superseded data were derived.
 KA1940
 KA1940_MARKER: DS = TRIANGULATION STATION DISK
 KA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1940_STAMPING: FLOYD 1920
 KA1940_MARK LOGO: CGS
 KA1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1940+STABILITY: SURFACE MOTION
 KA1940
 KA1940  HISTORY     - Date     Condition        Report By
 KA1940  HISTORY     - 1920     MONUMENTED       CGS
 KA1940  HISTORY     - 1952     GOOD             CGS
 KA1940
 KA1940                          STATION DESCRIPTION
 KA1940
 KA1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1940'ON THE W SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 5.930 METERS
 KA1940'19.46 FEET FROM THE W AND NEAREST RAIL, ABOUT ONE-HALF MILE S OF
 KA1940'GREENWOOD ON THE SOUTHERN END OF A CUT, ABOUT ONE-HALF MILE N OF
 KA1940'MILEPOST 1 12, DIRECTLY OPPOSITE THE DAIRY BARN ON THE POLK FARM,
 KA1940'AND ABOUT 7 YARDS FROM THE WESTERN RIGHT-OF-WAY FENCE LINE. THE
 KA1940'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 KA1940'CONCRETE. THE REFERENCE MARK IS
 KA1940'14.722 METERS 48.30 FEET FROM THE STATION N 48 DEG 29 MIN W.
 KA1940
 KA1940                          STATION RECOVERY (1952)
 KA1940
 KA1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KA1940'STATION RECOVERED IN GOOD CONDITION. STATION IS 42 RAILS S OF S END OF
 KA1940'SIDING, 28 FEET E OF FENCE, 43-1/2 FEET NE OF A TREE, 41 FEET SE
 KA1940'OF A TREE, 5 FEET ABOVE LEVEL OF TRACK, AND 6 INCHES BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2261 ***********************************************************************
 HZ2261  DESIGNATION -  FLOYD
 HZ2261  PID         -  HZ2261
 HZ2261  STATE/COUNTY-  IN/FLOYD
 HZ2261  COUNTRY     -  US
 HZ2261  USGS QUAD   -  LANESVILLE (2019)
 HZ2261
 HZ2261                         *CURRENT SURVEY CONTROL
 HZ2261  ______________________________________________________________________
 HZ2261* NAD 83(1997) POSITION- 38 14 28.91762(N) 085 55 51.81943(W)   ADJUSTED
 HZ2261* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 HZ2261  ______________________________________________________________________
 HZ2261  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 HZ2261  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 HZ2261  HORZ ORDER      -  SECOND
 HZ2261
 HZ2261.The horizontal coordinates were established by classical geodetic methods
 HZ2261.and adjusted by the National Geodetic Survey in May 1999.
 HZ2261
 HZ2261.The orthometric height was scaled from a topographic map.
 HZ2261
 HZ2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2261.GEOID18 height accuracy estimate available here.
 HZ2261
 HZ2261.Click photographs - Photos may exist for this station.
 HZ2261
 HZ2261.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2261
 HZ2261. The following values were computed from the NAD 83(1997) position.
 HZ2261
 HZ2261;                    North         East     Units Scale Factor Converg.
 HZ2261;SPC IN E     -   332,317.516    76,854.670   MT  0.99997326   -0 09 49.2
 HZ2261;SPC IN E     - 1,090,278.38    252,147.36   sFT  0.99997326   -0 09 49.2
 HZ2261;UTM  16      - 4,233,135.779   593,542.841   MT  0.99970776   +0 39 42.1
 HZ2261
 HZ2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2261!SPC IN E     -   0.99995706  x   0.99997326  =   0.99993032
 HZ2261!UTM  16      -   0.99995706  x   0.99970776  =   0.99966483
 HZ2261
 HZ2261:                Primary Azimuth Mark                     Grid Az
 HZ2261:SPC IN E     -  FLOYD AZ MK                              353 15 20.6
 HZ2261:UTM  16      -  FLOYD AZ MK                              352 25 49.3
 HZ2261
 HZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9354233135(NAD 83)
 HZ2261
 HZ2261|---------------------------------------------------------------------|
 HZ2261| PID    Reference Object                     Distance      Geod. Az  |
 HZ2261|                                                           dddmmss.s |
 HZ2261| CG8687 FLOYD RM 1                           24.914 METERS 05354     |
 HZ2261| HZ2263 TT 26 D                              10.629 METERS 07912     |
 HZ2261| CG8688 FLOYD RM 2                           20.955 METERS 17027     |
 HZ2261| CG8686 FLOYD AZ MK                                        3530531.4 |
 HZ2261|---------------------------------------------------------------------|
 HZ2261
 HZ2261                          SUPERSEDED SURVEY CONTROL
 HZ2261
 HZ2261  NAD 83(1993)-  38 14 28.91846(N)    085 55 51.82059(W) AD(       ) 2
 HZ2261  NAD 83(1986)-  38 14 28.92233(N)    085 55 51.82732(W) AD(       ) 2
 HZ2261  NAD 27      -  38 14 28.67500(N)    085 55 51.95100(W) AD(       ) 2
 HZ2261
 HZ2261.Superseded values are not recommended for survey control.
 HZ2261
 HZ2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2261.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2261
 HZ2261_MARKER: DS = TRIANGULATION STATION DISK
 HZ2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2261_STAMPING: FLOYD 1947
 HZ2261_MARK LOGO: CGS
 HZ2261_PROJECTION: FLUSH
 HZ2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2261+STABILITY: SURFACE MOTION
 HZ2261
 HZ2261  HISTORY     - Date     Condition        Report By
 HZ2261  HISTORY     - 1947     MONUMENTED       CGS
 HZ2261
 HZ2261                          STATION DESCRIPTION
 HZ2261
 HZ2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2261'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE VILLAGE OF
 HZ2261'EDWARDSVILLE, 0.1 MILE EAST OF STATE HIGHWAY 11, AND AT THE SITE
 HZ2261'OF THE FLOYD COUNTY LOOKOUT TOWER. IT IS 10.629 METERS 34.87 FEET
 HZ2261'WEST OF THE LOOKOUT TOWER. THE MARK IS FLUSH WITH THE GROUND, AND
 HZ2261'THE DISK IS STAMPED FLOYD 1947.
 HZ2261'
 HZ2261'REFERENCE MARK NO. 1 IS 81.74 FEET NORTHEAST OF THE STATION, AND 39
 HZ2261'FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 HZ2261'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FLOYD NO 1 1947.
 HZ2261'
 HZ2261'REFERENCE MARK NO. 2 IS 68.75 FEET SOUTH OF THE STATION, AND 67 FEET
 HZ2261'SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 HZ2261'5 INCHES, AND THE DISK IS STAMPED FLOYD NO 2 1947.
 HZ2261'
 HZ2261'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 12 FEET WEST OF
 HZ2261'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 11, 8 FEET SOUTHEAST
 HZ2261'OF THE SOUTHEAST FENCE CORNER POST OF A PEACH ORCHARD. THE DISK IS
 HZ2261'SET IN A DRILLED HOLE IN THE TOP OF A CONCRETE BRIDGE ABUTMENT,
 HZ2261'AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE HIGHWAY. THE DISK IS
 HZ2261'STAMPED FLOYD 1947.
 HZ2261'
 HZ2261'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FLOYD TO TT
 HZ2261'26D 1937 U.S.G.S. IT IS 10.629 METERS 34.87 FEET EAST OF
 HZ2261'TRIANGULATION STATION FLOYD. THIS MARK IS APPARENTLY DIRECTLY
 HZ2261'CENTERED BENEATH THE LOOKOUT TOWER.
 HZ2261'
 HZ2261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 11,
 HZ2261'WHICH IS 3 MILES EAST OF THE VILLAGE OF LANESVILLE, GO
 HZ2261'SOUTH ON STATE HIGHWAY 11 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 HZ2261'RIGHT. CONTINUE ON SOUTH FOR 0.6 MILE TO A SIDE ROAD LEFT,
 HZ2261'TURN LEFT AND GO 0.1 MILE TO THE FLOYD COUNTY LOOKOUT TOWER AND THE
 HZ2261'STATION AS DESCRIBED.
 HZ2261'
 HZ2261'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1567 ***********************************************************************
 HZ1567  DESIGNATION -  FLOYD S 1
 HZ1567  PID         -  HZ1567
 HZ1567  STATE/COUNTY-  IN/FLOYD
 HZ1567  COUNTRY     -  US
 HZ1567  USGS QUAD   -  NEW ALBANY (2019)
 HZ1567
 HZ1567                         *CURRENT SURVEY CONTROL
 HZ1567  ______________________________________________________________________
 HZ1567* NAD 83(1986) POSITION- 38 16 07.     (N) 085 50 38.     (W)   SCALED
 HZ1567* NAVD 88 ORTHO HEIGHT -   132.632 (meters)      435.14  (feet) ADJUSTED
 HZ1567  ______________________________________________________________________
 HZ1567  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 HZ1567  DYNAMIC HEIGHT  -        132.542 (meters)      434.85  (feet) COMP
 HZ1567  MODELED GRAVITY -    979,945.7   (mgal)                       NAVD 88
 HZ1567
 HZ1567  VERT ORDER      -  FIRST     CLASS II
 HZ1567
 HZ1567.The horizontal coordinates were scaled from a map and have
 HZ1567.an estimated accuracy of +/- 6 seconds.
 HZ1567
 HZ1567.The orthometric height was determined by differential leveling and
 HZ1567.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1567.in June 1991.
 HZ1567
 HZ1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1567.GEOID18 height accuracy estimate available here.
 HZ1567
 HZ1567.Click photographs - Photos may exist for this station.
 HZ1567
 HZ1567.The dynamic height is computed by dividing the NAVD 88
 HZ1567.geopotential number by the normal gravity value computed on the
 HZ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1567.degrees latitude (g = 980.6199 gals.).
 HZ1567
 HZ1567.The modeled gravity was interpolated from observed gravity values.
 HZ1567
 HZ1567;                    North         East    Units  Estimated Accuracy
 HZ1567;SPC IN E     -   335,320.       84,490.      MT  (+/- 180 meters Scaled)
 HZ1567
 HZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH011362(NAD 83)
 HZ1567
 HZ1567                          SUPERSEDED SURVEY CONTROL
 HZ1567
 HZ1567  NGVD 29 (??/??/92)  132.772  (m)          435.60   (f) ADJ UNCH    1 2
 HZ1567
 HZ1567.Superseded values are not recommended for survey control.
 HZ1567
 HZ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1567.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1567
 HZ1567_MARKER: DD = SURVEY DISK
 HZ1567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1567_SP_SET: BRIDGE
 HZ1567_STAMPING: FLOYD S 1
 HZ1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1567
 HZ1567  HISTORY     - Date     Condition        Report By
 HZ1567  HISTORY     - UNK      MONUMENTED       INHD
 HZ1567  HISTORY     - 1965     GOOD             CGS
 HZ1567
 HZ1567                          STATION DESCRIPTION
 HZ1567
 HZ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1567'1.5 MI SW FROM NEW ALBANY.
 HZ1567'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1567'STATION AT NEW ALBANY, THENCE 0.45 MILE SOUTHWEST ALONG
 HZ1567'STATE HIGHWAY 111, IN SECTION 10, T 2 S, R 6 E, 17 FEET
 HZ1567'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 HZ1567'THE SOUTHWEST CONCRETE WINGWALL OF A CONCRETE BRIDGE OVER
 HZ1567'MIDDLE CREEK, 3 1/2 FEET NORTHWEST OF THE NORTHWEST CONCRETE GUARD
 HZ1567'RAIL OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1640 ***********************************************************************
 HZ1640  DESIGNATION -  FLOYD S 7
 HZ1640  PID         -  HZ1640
 HZ1640  STATE/COUNTY-  IN/FLOYD
 HZ1640  COUNTRY     -  US
 HZ1640  USGS QUAD   -  NEW ALBANY (2019)
 HZ1640
 HZ1640                         *CURRENT SURVEY CONTROL
 HZ1640  ______________________________________________________________________
 HZ1640* NAD 83(1986) POSITION- 38 18 00.     (N) 085 47 30.     (W)   SCALED
 HZ1640* NAVD 88 ORTHO HEIGHT -   141.635 (meters)      464.68  (feet) ADJUSTED
 HZ1640  ______________________________________________________________________
 HZ1640  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 HZ1640  DYNAMIC HEIGHT  -        141.539 (meters)      464.37  (feet) COMP
 HZ1640  MODELED GRAVITY -    979,953.4   (mgal)                       NAVD 88
 HZ1640
 HZ1640  VERT ORDER      -  FIRST     CLASS II
 HZ1640
 HZ1640.The horizontal coordinates were scaled from a map and have
 HZ1640.an estimated accuracy of +/- 6 seconds.
 HZ1640
 HZ1640.The orthometric height was determined by differential leveling and
 HZ1640.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1640.in June 1991.
 HZ1640
 HZ1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1640.GEOID18 height accuracy estimate available here.
 HZ1640
 HZ1640.Click photographs - Photos may exist for this station.
 HZ1640
 HZ1640.The dynamic height is computed by dividing the NAVD 88
 HZ1640.geopotential number by the normal gravity value computed on the
 HZ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1640.degrees latitude (g = 980.6199 gals.).
 HZ1640
 HZ1640.The modeled gravity was interpolated from observed gravity values.
 HZ1640
 HZ1640;                    North         East    Units  Estimated Accuracy
 HZ1640;SPC IN E     -   338,800.       89,070.      MT  (+/- 180 meters Scaled)
 HZ1640
 HZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH056397(NAD 83)
 HZ1640
 HZ1640                          SUPERSEDED SURVEY CONTROL
 HZ1640
 HZ1640  NGVD 29 (??/??/92)  141.781  (m)          465.16   (f) ADJ UNCH    1 2
 HZ1640
 HZ1640.Superseded values are not recommended for survey control.
 HZ1640
 HZ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1640.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1640
 HZ1640_MARKER: DD = SURVEY DISK
 HZ1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1640_SP_SET: BRIDGE
 HZ1640_STAMPING: FLOYD S7
 HZ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1640
 HZ1640  HISTORY     - Date     Condition        Report By
 HZ1640  HISTORY     - UNK      MONUMENTED       INHD
 HZ1640  HISTORY     - 1965     GOOD             CGS
 HZ1640
 HZ1640                          STATION DESCRIPTION
 HZ1640
 HZ1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1640'1.2 MI NE FROM NEW ALBANY.
 HZ1640'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S.
 HZ1640'HIGHWAY 460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO
 HZ1640'RAILROAD STATION AT NEW ALBANY, THENCE 1 MILE NORTHEAST ALONG
 HZ1640'U.S. HIGHWAY 460 AND STATE HIGHWAY 62, 17 FEET NORTHWEST OF THE
 HZ1640'CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY, SET
 HZ1640'IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL
 HZ1640'CURBING OF A HIGHWAY BRIDGE OVER SILVER CREEK, 1/2 FOOT
 HZ1640'SOUTHEAST OF THE GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 HZ1640'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1988 ***********************************************************************
 JA1988  DESIGNATION -  FOLSOM
 JA1988  PID         -  JA1988
 JA1988  STATE/COUNTY-  IN/WARRICK
 JA1988  COUNTRY     -  US
 JA1988  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1988
 JA1988                         *CURRENT SURVEY CONTROL
 JA1988  ______________________________________________________________________
 JA1988* NAD 83(1997) POSITION- 38 06 19.41157(N) 087 13 11.13218(W)   ADJUSTED
 JA1988* NAVD 88 ORTHO HEIGHT -   147.38  (+/-2cm)      483.5   (feet) VERTCON3
 JA1988  ______________________________________________________________________
 JA1988  GEOID HEIGHT    -        -31.458 (meters)                     GEOID18
 JA1988  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 JA1988  HORZ ORDER      -  THIRD
 JA1988  VERT ORDER      -  THIRD ? (See Below)
 JA1988
 JA1988.The horizontal coordinates were established by classical geodetic methods
 JA1988.and adjusted by the National Geodetic Survey in May 1999.
 JA1988
 JA1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1988
 JA1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1988.GEOID18 height accuracy estimate available here.
 JA1988
 JA1988.The vertical order pertains to the NGVD 29 superseded value.
 JA1988
 JA1988.Click photographs - Photos may exist for this station.
 JA1988
 JA1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1988
 JA1988. The following values were computed from the NAD 83(1997) position.
 JA1988
 JA1988;                    North         East     Units Scale Factor Converg.
 JA1988;SPC IN W     -   317,200.685   888,034.969   MT  0.99996843   -0 05 03.1
 JA1988;SPC IN W     - 1,040,682.58  2,913,494.73   sFT  0.99996843   -0 05 03.1
 JA1988;UTM  16      - 4,217,531.399   480,733.386   MT  0.99960457   -0 08 08.2
 JA1988
 JA1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1988!SPC IN W     -   0.99998181  x   0.99996843  =   0.99995024
 JA1988!UTM  16      -   0.99998181  x   0.99960457  =   0.99958639
 JA1988
 JA1988:                Primary Azimuth Mark                     Grid Az
 JA1988:SPC IN W     -  FOLSOM AZ MK                             223 05 47.9
 JA1988:UTM  16      -  FOLSOM AZ MK                             223 08 53.0
 JA1988
 JA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8073317531(NAD 83)
 JA1988
 JA1988|---------------------------------------------------------------------|
 JA1988| PID    Reference Object                     Distance      Geod. Az  |
 JA1988|                                                           dddmmss.s |
 JA1988| CG7834 FOLSOM RM 1                          17.848 METERS 14708     |
 JA1988| CG7833 FOLSOM AZ MK                                       2230044.8 |
 JA1988| CG7835 FOLSOM RM 2                          32.933 METERS 23143     |
 JA1988|---------------------------------------------------------------------|
 JA1988
 JA1988                          SUPERSEDED SURVEY CONTROL
 JA1988
 JA1988  NAD 83(1993)-  38 06 19.41500(N)    087 13 11.13177(W) AD(       ) 3
 JA1988  NAD 83(1986)-  38 06 19.42036(N)    087 13 11.13454(W) AD(       ) 3
 JA1988  NAD 27      -  38 06 19.24600(N)    087 13 11.12200(W) AD(       ) 3
 JA1988  NGVD 29             147.49   (m)          483.9    (f) LEVELING    3  
 JA1988
 JA1988.Superseded values are not recommended for survey control.
 JA1988
 JA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1988.See file dsdata.pdf to determine how the superseded data were derived.
 JA1988
 JA1988_MARKER: DS = TRIANGULATION STATION DISK
 JA1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1988_STAMPING: FOLSOM 1945
 JA1988_MARK LOGO: CGS
 JA1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1988+STABILITY: SURFACE MOTION
 JA1988
 JA1988  HISTORY     - Date     Condition        Report By
 JA1988  HISTORY     - 1945     MONUMENTED       CGS
 JA1988
 JA1988                          STATION DESCRIPTION
 JA1988
 JA1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1988'STATION IS LOCATED ABOUT 4.75 MILES NE OF BOONVILLE, NO THE DAY
 JA1988'ESTATE, 36 FEET W OF THE APPROXIMATE CENTER OF BLACK-TOP ROAD, 11 FEET
 JA1988'W OF N AND S FENCE, AND 10 FEET S OF WHITE WITNESS POST.  THE DISK IS
 JA1988'STAMPED FOLSOM 1945.
 JA1988'
 JA1988'STATION MARK IS A BRONZE STATION DISK IN CONCRETE.  UNDERGROUND MARK
 JA1988'IS A BRONZE STATION DISK IN CONCRETE.
 JA1988'
 JA1988'REFERENCE MARK 1 IS 58.56 FEET E OF STATION, 27 FEET E OF APPROXIMATE
 JA1988'CENTER OF BLACK-TOP ROAD, AND 3 FEET N OF FENCE CORNER.  IT IS A
 JA1988'BRONZE REFERENCE DISK IN CONCRETE, STAMPED FOLSOM NO 1 1945, AND
 JA1988'PROJECTS ABOUT 4 INCHES.
 JA1988'
 JA1988'REFERENCE MARK 2 IS 108.05 FEET S OF STATION, 31 FEET W OF THE
 JA1988'APPROXIMATE CENTER OF BLACK-TOP ROAD, 15 FEET SW OF POWER LINE SUPPORT
 JA1988'POLE, 7 FEET W OF FENCE CORNER, AND 1 FOOT N OF E AND W FENCE.  IT IS
 JA1988'A BRONZE REFERENCE DISK IN CONCRETE, STAMPED FOLSOM NO 2 1945, AND
 JA1988'PROJECTS ABOUT 4 INCHES.
 JA1988'
 JA1988'AZIMUTH MARK IS APPROIMATE 0.2 MILES S OF STATION, 30 FEET E OF THE
 JA1988'APPROXIMATE CENTER OF A BLACK-TOP ROAD, 24 FEET W OF THE APPROXIMATE
 JA1988'CENTER OF A GRAVEL CROSS ROAD, 3 FEET W OF A WHITE WITNESS POST, AND 1
 JA1988'FOOT N OF A FENCE.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED
 JA1988'FOLSOM 1945, AND PROJECTS ABOUT 5 INCHES.
 JA1988'
 JA1988'TO REACH THE STATION FROM BOONVILLE, AT THE NE CORNER OF COURTHOUSE
 JA1988'SQUARE AND JUNCTION OF STATE HIGHWAYS 61 AND 62, GO E ON HIGHWAY 62
 JA1988'FOR 1 BLOCK AND SIGN FOLSOMVILLE 9 MILES, TURN LEFT AND FOLLOW ROUGH
 JA1988'PAVEMENT FOR 1.1 MILES TO A FORK IN ROAD, KEEP RIGHT FORK FOR 3.6
 JA1988'MILES TO AZIMUTH MARK ON RIGHT AT CROSS ROADS, CONTINUE STRAIGHT AHEAD
 JA1988'ON BLACK-TOP ROAD FOR 0.2 MILE TO STATION SITE ON LEFT.
 JA1988'
 JA1988'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2033 ***********************************************************************
 LA2033  DESIGNATION -  FORD
 LA2033  PID         -  LA2033
 LA2033  STATE/COUNTY-  IN/BLACKFORD
 LA2033  COUNTRY     -  US
 LA2033  USGS QUAD   -  MONTPELIER (2019)
 LA2033
 LA2033                         *CURRENT SURVEY CONTROL
 LA2033  ______________________________________________________________________
 LA2033* NAD 83(1997) POSITION- 40 31 24.60549(N) 085 22 08.70946(W)   ADJUSTED
 LA2033* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LA2033  ______________________________________________________________________
 LA2033  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 LA2033  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 LA2033  HORZ ORDER      -  THIRD
 LA2033
 LA2033.The horizontal coordinates were established by classical geodetic methods
 LA2033.and adjusted by the National Geodetic Survey in May 1999.
 LA2033
 LA2033.The orthometric height was scaled from a topographic map.
 LA2033
 LA2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2033.GEOID18 height accuracy estimate available here.
 LA2033
 LA2033.Click photographs - Photos may exist for this station.
 LA2033
 LA2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2033
 LA2033. The following values were computed from the NAD 83(1997) position.
 LA2033
 LA2033;                    North         East     Units Scale Factor Converg.
 LA2033;SPC IN E     -   585,687.683   125,215.623   MT  0.99997449   +0 11 36.1
 LA2033;SPC IN E     - 1,921,543.67    410,811.59   sFT  0.99997449   +0 11 36.1
 LA2033;UTM  16      - 4,487,141.137   638,148.343   MT  0.99983492   +1 03 35.5
 LA2033
 LA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2033!SPC IN E     -   0.99996271  x   0.99997449  =   0.99993720
 LA2033!UTM  16      -   0.99996271  x   0.99983492  =   0.99979763
 LA2033
 LA2033:                Primary Azimuth Mark                     Grid Az
 LA2033:SPC IN E     -  FORD AZ MK                               193 05 31.9
 LA2033:UTM  16      -  FORD AZ MK                               192 13 32.5
 LA2033
 LA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3814887141(NAD 83)
 LA2033
 LA2033|---------------------------------------------------------------------|
 LA2033| PID    Reference Object                     Distance      Geod. Az  |
 LA2033|                                                           dddmmss.s |
 LA2033| CC8708 FORD AZ MK                                         1931708.0 |
 LA2033| CC8709 FORD RM 1                            23.521 METERS 26800     |
 LA2033| CC8710 FORD RM 2                            21.818 METERS 35601     |
 LA2033|---------------------------------------------------------------------|
 LA2033
 LA2033                          SUPERSEDED SURVEY CONTROL
 LA2033
 LA2033  NAD 83(1995)-  40 31 24.60591(N)    085 22 08.72115(W) AD(       ) 3
 LA2033  NAD 83(1986)-  40 31 24.60857(N)    085 22 08.72392(W) AD(       ) 3
 LA2033  NAD 27      -  40 31 24.43490(N)    085 22 08.83190(W) AD(       ) 3
 LA2033
 LA2033.Superseded values are not recommended for survey control.
 LA2033
 LA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2033.See file dsdata.pdf to determine how the superseded data were derived.
 LA2033
 LA2033_MARKER: DS = TRIANGULATION STATION DISK
 LA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2033_STAMPING: FORD 1955
 LA2033_MARK LOGO: CGS
 LA2033_PROJECTION: FLUSH
 LA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2033+STABILITY: SURFACE MOTION
 LA2033
 LA2033  HISTORY     - Date     Condition        Report By
 LA2033  HISTORY     - 1955     MONUMENTED       CGS
 LA2033
 LA2033                          STATION DESCRIPTION
 LA2033
 LA2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2033'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HARTFORD CITY, ABOUT 5
 LA2033'MILES SOUTHWEST OF MONTPELIER AND ABOUT 11 MILES SOUTH-SOUTHEAST OF
 LA2033'WARREN, ON THE PROPERTY OF MR. JOHN FORD.
 LA2033'
 LA2033'THE MARK IS 28 FEET NORTH OF A GRAVELED ROAD RUNNING EAST AND WEST, 15
 LA2033'FEET NORTHWEST OF A TELEPHONE POLE AND FENCE CORNER, AND 10 FEET NORTH
 LA2033'OF A WIRE FENCE AND A 4 INCH X 4 INCH WITNESS POST.
 LA2033'
 LA2033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3, 26 AND 22
 LA2033'IN HARTFORD CITY, GO NORTH ON STATE HIGHWAY 3 FOR 4.6 MILES TO THE
 LA2033'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.4 MILE TO A CROSSROAD,
 LA2033'TURN RIGHT AND GO EAST FOR 0.05 MILE TO A FARMHOUSE AND STATION ON
 LA2033'LEFT.
 LA2033'
 LA2033'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2033'FORD 1955.
 LA2033'
 LA2033'REFERENCE MARK 1 IS 24 FEET NORTH OF THE GRAVEL ROAD AND 6 FEET NORTH
 LA2033'OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2033'STAMPED FORD NO 1 1955.
 LA2033'
 LA2033'REFERENCE MARK 2 IS 23 FEET NORTHWEST OF A FENCE CORNER AND 15 FEET
 LA2033'EAST OF A BARN.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2033'STAMPED FORD NO 2 1955.
 LA2033'
 LA2033'THE AZIMUTH MARK IS 27 FEET WEST OF STATE HIGHWAY 3, 4 FEET SOUTHEAST
 LA2033'OF A 4 INCH X 4 INCH WITNESS POST, 4 FEET EAST OF A FENCE, AND 4 FEET
 LA2033'NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 LA2033'IS STAMPED FORD 1955.
 LA2033'
 LA2033'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2192 ***********************************************************************
 LB2192  DESIGNATION -  FORESMAN
 LB2192  PID         -  LB2192
 LB2192  STATE/COUNTY-  IN/NEWTON
 LB2192  COUNTRY     -  US
 LB2192  USGS QUAD   -  GOODLAND (2019)
 LB2192
 LB2192                         *CURRENT SURVEY CONTROL
 LB2192  ______________________________________________________________________
 LB2192* NAD 83(1997) POSITION- 40 51 58.08976(N) 087 17 47.56755(W)   ADJUSTED
 LB2192* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 LB2192  ______________________________________________________________________
 LB2192  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 LB2192  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LB2192  HORZ ORDER      -  SECOND
 LB2192
 LB2192.The horizontal coordinates were established by classical geodetic methods
 LB2192.and adjusted by the National Geodetic Survey in May 1999.
 LB2192
 LB2192.The orthometric height was scaled from a topographic map.
 LB2192
 LB2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2192.GEOID18 height accuracy estimate available here.
 LB2192
 LB2192.Click photographs - Photos may exist for this station.
 LB2192
 LB2192.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2192
 LB2192. The following values were computed from the NAD 83(1997) position.
 LB2192
 LB2192;                    North         East     Units Scale Factor Converg.
 LB2192;SPC IN W     -   623,714.632   882,025.616   MT  0.99997064   -0 08 22.2
 LB2192;SPC IN W     - 2,046,303.76  2,893,779.04   sFT  0.99997064   -0 08 22.2
 LB2192;UTM  16      - 4,523,939.380   475,009.575   MT  0.99960769   -0 11 38.5
 LB2192
 LB2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2192!SPC IN W     -   0.99997403  x   0.99997064  =   0.99994467
 LB2192!UTM  16      -   0.99997403  x   0.99960769  =   0.99958173
 LB2192
 LB2192:                Primary Azimuth Mark                     Grid Az
 LB2192:SPC IN W     -  FORESMAN AZ MK                           281 05 25.0
 LB2192:UTM  16      -  FORESMAN AZ MK                           281 08 41.3
 LB2192
 LB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7500923939(NAD 83)
 LB2192
 LB2192|---------------------------------------------------------------------|
 LB2192| PID    Reference Object                     Distance      Geod. Az  |
 LB2192|                                                           dddmmss.s |
 LB2192| CM3513 FORESMAN RM 1                        24.094 METERS 03017     |
 LB2192| CM3514 FORESMAN RM 2                        23.497 METERS 15010     |
 LB2192| CM3512 FORESMAN AZ MK                                     2805702.8 |
 LB2192|---------------------------------------------------------------------|
 LB2192
 LB2192                          SUPERSEDED SURVEY CONTROL
 LB2192
 LB2192  NAD 83(1986)-  40 51 58.09501(N)    087 17 47.57705(W) AD(       ) 2
 LB2192  NAD 27      -  40 51 57.96000(N)    087 17 47.49190(W) AD(       ) 2
 LB2192
 LB2192.Superseded values are not recommended for survey control.
 LB2192
 LB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2192.See file dsdata.pdf to determine how the superseded data were derived.
 LB2192
 LB2192_MARKER: DS = TRIANGULATION STATION DISK
 LB2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2192_STAMPING: FORESMAN 1947
 LB2192_MARK LOGO: CGS
 LB2192_PROJECTION: FLUSH
 LB2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2192+STABILITY: SURFACE MOTION
 LB2192
 LB2192  HISTORY     - Date     Condition        Report By
 LB2192  HISTORY     - 1947     MONUMENTED       CGS
 LB2192
 LB2192                          STATION DESCRIPTION
 LB2192
 LB2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2192'STATION IS LOCATED IN THE VILLAGE OF FORESMAN WHICH IS ABOUT 4 MILES
 LB2192'EAST OF BROOK, 7 MILES NORTH OF GOODLAND AND 8 MILES SOUTHWEST OF
 LB2192'RENSSELAER.  IT IS 116 FEET NORTHWEST OF THE INTERSECTION OF STATE
 LB2192'HIGHWAY NO. 16 AND GRAVEL T-ROAD NORTH, 111 FEET NORTH OF THE
 LB2192'CENTER OF HIGHWAY NO. 16, 19 FEET WEST OF THE CENTER OF THE GRAVEL
 LB2192'ROAD, 12 FEET SOUTHEAST OF A FENCE CORNER AND 6 FEET SOUTH OF A
 LB2192'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2192'FORESMAN 1947.
 LB2192'
 LB2192'REFERENCE MARK NO. 1 IS 79.05 FEET NORTHEAST OF THE STATION.  IT IS
 LB2192'21 FEET EAST OF THE CENTER OF GRAVEL ROAD, 8 FEET WEST OF A
 LB2192'FENCELINE AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH
 LB2192'AND THE DISK IS STAMPED FORESMAN NO 1 1947.
 LB2192'
 LB2192'REFERENCE MARK NO. 2 IS 77.09 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2192'44 FEET NORTH OF THE CENTER OF HIGHWAY NO. 16, 21 FEET EAST OF THE
 LB2192'CENTER OF GRAVEL ROAD, 18 FEET WEST OF THE SOUTHWEST CORNER OF
 LB2192'HOUSE AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 LB2192'THE DISK IS STAMPED FORESMAN NO 2 1947.
 LB2192'
 LB2192'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION.  IT IS 19 FEET EAST OF
 LB2192'THE CENTER OF STATE HIGHWAY NO. 55, 3 FEET SOUTH OF A WHITE
 LB2192'WITNESS POST AND 2 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 LB2192'PROJECTS 3 INCHES AND THE DISK IS STAMPED FORESMAN 1947.
 LB2192'
 LB2192'TO REACH THE STATION FROM THE NORTHWEST ANGLE OF THE COURTHOUSE
 LB2192'SQUARE IN RENSSELAER GO SOUTH ON STATE HIGHWAY NO. 53 FOR 5.1 MILE
 LB2192'TO THE JUNCTION OF STATE HIGHWAY NO. 16, TURN RIGHT ON HIGHWAY NO.
 LB2192'16 AND GO WEST FOR 7.4 MILE TO STATION ON THE RIGHT AS DESCRIBED,
 LB2192'CONTINUE FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 55,
 LB2192'TURN RIGHT ON HIGHWAY NO. 55 AND GO 0.1 MILE TO THE AZIMUTH MARK
 LB2192'ON THE RIGHT.
 LB2192'
 LB2192'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2372 ***********************************************************************
 LB2372  DESIGNATION -  FOREST
 LB2372  PID         -  LB2372
 LB2372  STATE/COUNTY-  IN/HOWARD
 LB2372  COUNTRY     -  US
 LB2372  USGS QUAD   -  GALVESTON (2019)
 LB2372
 LB2372                         *CURRENT SURVEY CONTROL
 LB2372  ______________________________________________________________________
 LB2372* NAD 83(1997) POSITION- 40 31 54.74157(N) 086 07 36.04908(W)   ADJUSTED
 LB2372* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LB2372  ______________________________________________________________________
 LB2372  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LB2372  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2372  HORZ ORDER      -  THIRD
 LB2372
 LB2372.The horizontal coordinates were established by classical geodetic methods
 LB2372.and adjusted by the National Geodetic Survey in May 1999.
 LB2372
 LB2372.The orthometric height was scaled from a topographic map.
 LB2372
 LB2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2372.GEOID18 height accuracy estimate available here.
 LB2372
 LB2372.Click photographs - Photos may exist for this station.
 LB2372
 LB2372.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2372
 LB2372. The following values were computed from the NAD 83(1997) position.
 LB2372
 LB2372;                    North         East     Units Scale Factor Converg.
 LB2372;SPC IN E     -   586,676.354    61,025.367   MT  0.99998536   -0 17 56.2
 LB2372;SPC IN E     - 1,924,787.34    200,214.06   sFT  0.99998536   -0 17 56.2
 LB2372;UTM  16      - 4,487,158.949   573,965.164   MT  0.99966734   +0 34 03.3
 LB2372
 LB2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2372!SPC IN E     -   0.99996557  x   0.99998536  =   0.99995093
 LB2372!UTM  16      -   0.99996557  x   0.99966734  =   0.99963292
 LB2372
 LB2372:                Primary Azimuth Mark                     Grid Az
 LB2372:SPC IN E     -  FOREST 2 AZ MK                           002 01 35.1
 LB2372:UTM  16      -  FOREST 2 AZ MK                           001 09 35.6
 LB2372
 LB2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7396587158(NAD 83)
 LB2372
 LB2372|---------------------------------------------------------------------|
 LB2372| PID    Reference Object                     Distance      Geod. Az  |
 LB2372|                                                           dddmmss.s |
 LB2372| CC8715 FOREST 2 AZ MK                                     0014338.9 |
 LB2372| CC8712 FOREST RM 1                          28.122 METERS 10518     |
 LB2372| CC8713 FOREST RM 2                          29.050 METERS 20215     |
 LB2372| LB2373 FOREST 2                             19.851 METERS 20427     |
 LB2372| CC8711 FOREST AZ MK                                       3554641.9 |
 LB2372|---------------------------------------------------------------------|
 LB2372
 LB2372                          SUPERSEDED SURVEY CONTROL
 LB2372
 LB2372  NAD 83(1986)-  40 31 54.74622(N)    086 07 36.05998(W) AD(       ) 3
 LB2372  NAD 27      -  40 31 54.60820(N)    086 07 36.08360(W) AD(       ) 3
 LB2372
 LB2372.Superseded values are not recommended for survey control.
 LB2372
 LB2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2372.See file dsdata.pdf to determine how the superseded data were derived.
 LB2372
 LB2372_MARKER: DS = TRIANGULATION STATION DISK
 LB2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2372_STAMPING: FOREST 1954
 LB2372_MARK LOGO: CGS
 LB2372_PROJECTION: FLUSH
 LB2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2372+STABILITY: SURFACE MOTION
 LB2372
 LB2372  HISTORY     - Date     Condition        Report By
 LB2372  HISTORY     - 1954     MONUMENTED       CGS
 LB2372  HISTORY     - 1957     GOOD             CGS
 LB2372  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2372
 LB2372                          STATION DESCRIPTION
 LB2372
 LB2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2372'STATION IS LOCATED IN A TRIANGLE FORMED BY THE JUNCTION OF U. S.
 LB2372'HIGHWAY 31 BY-PASS AND U. S. HIGHWAY 31 BUSINESS ROUTE ABOUT 3 MILES
 LB2372'NORTH OF KOKOMO.  IT IS 158 FEET SOUTHWEST OF THE INTERSECTION OF
 LB2372'HIGHWAY 31 BY-PASS AND A PAVED CROSS-OVER, 111 FEET WEST OF THE
 LB2372'CENTER OF HIGHWAY 31, 85 FEET NORTH OF A WHITE WITNESS POST, 62 FEET
 LB2372'SOUTHEAST OF THE CENTER OF THE PAVED CROSS-OVER BETWEEN THE
 LB2372'TWO HIGHWAYS AND 20 FEET NORTHWEST OF A 4 INCH MAPLE TREE.
 LB2372'THE MARK IS FLUSH AND THE DISK IS STAMPED FOREST 1954.
 LB2372'
 LB2372'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE CENTER OF HIGHWAY 31
 LB2372'BY-PASS.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOREST NO 1
 LB2372'1954.
 LB2372'
 LB2372'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF HIGHWAY 31
 LB2372'BUSINESS ROUTE, 10 FEET SOUTHWEST OF A WHITE WITNESS POST AND 9 FEET
 LB2372'SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LB2372'STAMPED FOREST NO 2 1954.
 LB2372'
 LB2372'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF HIGHWAY 31, 4 FEET
 LB2372'SOUTH OF A WHITE WITNESS POST, 2 FEET SOUTH OF A POWER POLE AND 1
 LB2372'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB2372'IS STAMPED FOREST 1954.
 LB2372'
 LB2372'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 31
 LB2372'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2372'
 LB2372'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2372
 LB2372                          STATION RECOVERY (1957)
 LB2372
 LB2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2372'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2372
 LB2372                          STATION RECOVERY (1968)
 LB2372
 LB2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2372'THE MARKS WERE ALL FOUND IN GOOD CONDITION.  AT THE REQUEST OF THE
 LB2372'HIGHWAY DEPARTMENT THE SURFACE STATION MARK, AZIMUTH MARK AND
 LB2372'REFERENCE MARK 1 WERE DESTROYED TO CLEAR THE AREA FOR ROAD
 LB2372'IMPROVEMENT.  REFERENCE MARK 2 AND THE UNDERGROUND STATION MARK
 LB2372'WERE LEFT INTACT.  A NEW STATION FOREST 2 WAS ESTABLISHED.
 LB2372'
 LB2372'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2372'
 LB2372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTH EDGE OF
 LB2372'KOKOMO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2373 ***********************************************************************
 LB2373  DESIGNATION -  FOREST 2
 LB2373  PID         -  LB2373
 LB2373  STATE/COUNTY-  IN/HOWARD
 LB2373  COUNTRY     -  US
 LB2373  USGS QUAD   -  GALVESTON (2019)
 LB2373
 LB2373                         *CURRENT SURVEY CONTROL
 LB2373  ______________________________________________________________________
 LB2373* NAD 83(1997) POSITION- 40 31 54.15571(N) 086 07 36.39814(W)   NO CHECK
 LB2373* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LB2373  ______________________________________________________________________
 LB2373  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LB2373  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 LB2373  HORZ ORDER      -  THIRD
 LB2373
 LB2373.The horizontal coordinates were established by classical geodetic methods
 LB2373.and adjusted by the National Geodetic Survey in May 1999.
 LB2373
 LB2373.No horizontal observational check was made to the station.
 LB2373
 LB2373.The orthometric height was scaled from a topographic map.
 LB2373
 LB2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2373.GEOID18 height accuracy estimate available here.
 LB2373
 LB2373.Click photographs - Photos may exist for this station.
 LB2373
 LB2373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2373
 LB2373. The following values were computed from the NAD 83(1997) position.
 LB2373
 LB2373;                    North         East     Units Scale Factor Converg.
 LB2373;SPC IN E     -   586,658.326    61,017.058   MT  0.99998537   -0 17 56.5
 LB2373;SPC IN E     - 1,924,728.19    200,186.80   sFT  0.99998537   -0 17 56.5
 LB2373;UTM  16      - 4,487,140.803   573,957.131   MT  0.99966733   +0 34 03.0
 LB2373
 LB2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2373!SPC IN E     -   0.99996557  x   0.99998537  =   0.99995094
 LB2373!UTM  16      -   0.99996557  x   0.99966733  =   0.99963291
 LB2373
 LB2373:                Primary Azimuth Mark                     Grid Az
 LB2373:SPC IN E     -  FOREST 2 AZ MK                           003 22 07.1
 LB2373:UTM  16      -  FOREST 2 AZ MK                           002 30 07.6
 LB2373
 LB2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7395787140(NAD 83)
 LB2373
 LB2373|---------------------------------------------------------------------|
 LB2373| PID    Reference Object                     Distance      Geod. Az  |
 LB2373|                                                           dddmmss.s |
 LB2373| CC8715 FOREST 2 AZ MK                                     0030410.6 |
 LB2373| LB2372 FOREST                               19.851 METERS 02427     |
 LB2373| CC8714 FOREST 2 RM 3                         8.674 METERS 08843     |
 LB2373| CC8713 FOREST RM 2                           9.235 METERS 19732     |
 LB2373|---------------------------------------------------------------------|
 LB2373
 LB2373                          SUPERSEDED SURVEY CONTROL
 LB2373
 LB2373  NAD 83(1986)-  40 31 54.16037(N)    086 07 36.40905(W) AD(       ) 3
 LB2373  NAD 27      -  40 31 54.02235(N)    086 07 36.43269(W) AD(       ) 3
 LB2373
 LB2373.Superseded values are not recommended for survey control.
 LB2373
 LB2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2373.See file dsdata.pdf to determine how the superseded data were derived.
 LB2373
 LB2373_MARKER: DS = TRIANGULATION STATION DISK
 LB2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2373_STAMPING: FOREST 1968
 LB2373_MARK LOGO: CGS
 LB2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2373+STABILITY: SURFACE MOTION
 LB2373
 LB2373  HISTORY     - Date     Condition        Report By
 LB2373  HISTORY     - 1968     MONUMENTED       CGS
 LB2373  HISTORY     - 1989     GOOD             USPSQD
 LB2373
 LB2373                          STATION DESCRIPTION
 LB2373
 LB2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2373'THE STATION IS LOCATED AT THE NORTH EDGE OF KOKOMO IN A TRIANGLE
 LB2373'FORMED BY U. S. HIGHWAY 31 BYPASS AND U. S. HIGHWAY 31 BUSINESS
 LB2373'ROUTE.  IT IS 223 FEET NORTH OF THE NORTHWEST DOOR OF A STANDARD
 LB2373'SERVICE STATION, 54 FEET EAST OF THE CENTERLINE OF BUSINESS
 LB2373'HIGHWAY 31, 22 FEET NORTH OF A TELEPHONE POLE, 3 FEET EAST OF A
 LB2373'CONCRETE RIGHT OF WAY MARKER AND 1 FOOT SOUTH OF A METAL WITNESS
 LB2373'POST.  THE SURFACE STATION MARK IS STAMPED FOREST 2 1968.  THE
 LB2373'BOTTOM 12 INCHES OF THE MARK HOLE WAS FULL OF WATER AND NO
 LB2373'UNDERGROUND MARK COULD BE SET.
 LB2373'
 LB2373'REFERENCE MARK 2 IS 44 FEET EAST OF THE CENTERLINE OF THE BUSINESS
 LB2373'ROUTE 31, 9 FEET SOUTHWEST OF THE TELEPHONE POLE AND 1 FOOT NORTH OF
 LB2373'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2373'FOREST NO 2 1954.
 LB2373'
 LB2373'REFERENCE MARK 3 IS 82 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39
 LB2373'FEET NORTHEAST OF THE TELEPHONE POLE, 6 FEET SOUTH OF A CONCRETE
 LB2373'RIGHT OF WAY MARKER.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LB2373'STAMPED FOREST 2 NO 3 1968.
 LB2373'
 LB2373'THE AZIMUTH MARK IS 112 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LB2373'70 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY EAST, 50 FEET NORTHWEST
 LB2373'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 37 FEET NORTHWEST OF A 10
 LB2373'INCH MAPLE TREE, 13 FEET SOUTHWEST OF A 4 INCH MAPLE TREE AND 1 FOOT
 LB2373'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 LB2373'THE DISK IS STAMPED FOREST 2 AZ 2 1968.
 LB2373'
 LB2373'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 31
 LB2373'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LB2373'
 LB2373'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LB2373
 LB2373                          STATION RECOVERY (1989)
 LB2373
 LB2373'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1835 ***********************************************************************
 JA1835  DESIGNATION -  FORK
 JA1835  PID         -  JA1835
 JA1835  STATE/COUNTY-  IN/SPENCER
 JA1835  COUNTRY     -  US
 JA1835  USGS QUAD   -  FULDA (2019)
 JA1835
 JA1835                         *CURRENT SURVEY CONTROL
 JA1835  ______________________________________________________________________
 JA1835* NAD 83(1997) POSITION- 38 00 10.23476(N) 086 50 04.69196(W)   ADJUSTED
 JA1835* NAVD 88 ORTHO HEIGHT -   138.    (meters)      453.    (feet) SCALED
 JA1835  ______________________________________________________________________
 JA1835  GEOID HEIGHT    -        -31.868 (meters)                     GEOID18
 JA1835  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC18
 JA1835  HORZ ORDER      -  THIRD
 JA1835
 JA1835.The horizontal coordinates were established by classical geodetic methods
 JA1835.and adjusted by the National Geodetic Survey in May 1999.
 JA1835
 JA1835.The orthometric height was scaled from a topographic map.
 JA1835
 JA1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1835.GEOID18 height accuracy estimate available here.
 JA1835
 JA1835.Click photographs - Photos may exist for this station.
 JA1835
 JA1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1835
 JA1835. The following values were computed from the NAD 83(1997) position.
 JA1835
 JA1835;                    North         East     Units Scale Factor Converg.
 JA1835;SPC IN W     -   305,838.764   921,842.087   MT  0.99997254   +0 09 11.2
 JA1835;SPC IN W     - 1,003,406.01  3,024,410.25   sFT  0.99997254   +0 09 11.2
 JA1835;UTM  16      - 4,206,143.355   514,517.904   MT  0.99960260   +0 06 06.5
 JA1835
 JA1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1835!SPC IN W     -   0.99998336  x   0.99997254  =   0.99995590
 JA1835!UTM  16      -   0.99998336  x   0.99960260  =   0.99958597
 JA1835
 JA1835:                Primary Azimuth Mark                     Grid Az
 JA1835:SPC IN W     -  MAX                                      337 40 03.1
 JA1835:UTM  16      -  MAX                                      337 43 07.8
 JA1835
 JA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1451706143(NAD 83)
 JA1835
 JA1835|---------------------------------------------------------------------|
 JA1835| PID    Reference Object                     Distance      Geod. Az  |
 JA1835|                                                           dddmmss.s |
 JA1835| CG7839 FORK RM 1                            30.016 METERS 18742     |
 JA1835| CG7840 FORK RM 2                            39.243 METERS 33153     |
 JA1835| JA1833 MAX                                 APPROX. 1.4 KM 3374914.3 |
 JA1835|---------------------------------------------------------------------|
 JA1835
 JA1835                          SUPERSEDED SURVEY CONTROL
 JA1835
 JA1835  NAD 83(1993)-  38 00 10.23567(N)    086 50 04.69253(W) AD(       ) 3
 JA1835  NAD 83(1986)-  38 00 10.24193(N)    086 50 04.69536(W) AD(       ) 3
 JA1835  NAD 27      -  38 00 10.04200(N)    086 50 04.73100(W) AD(       ) 3
 JA1835
 JA1835.Superseded values are not recommended for survey control.
 JA1835
 JA1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1835.See file dsdata.pdf to determine how the superseded data were derived.
 JA1835
 JA1835_MARKER: DS = TRIANGULATION STATION DISK
 JA1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1835_STAMPING: FORK 1946
 JA1835_MARK LOGO: CGS
 JA1835_PROJECTION: RECESSED 20 CENTIMETERS
 JA1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1835+STABILITY: SURFACE MOTION
 JA1835
 JA1835  HISTORY     - Date     Condition        Report By
 JA1835  HISTORY     - 1946     MONUMENTED       CGS
 JA1835  HISTORY     - 1959     MARK NOT FOUND   USGS
 JA1835
 JA1835                          STATION DESCRIPTION
 JA1835
 JA1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1835'THIS STATION IS ABOUT 2 MILES WEST OF TROY, 586 FEET NORTHEAST OF THE
 JA1835'JUNCTION OF STATE HIGHWAYS
 JA1835'66 AND 245, 41 FEET WEST OF THE CENTERLINE OF STATE
 JA1835'HIGHWAY 245, ON THE TOP OF A SMALL
 JA1835'HILL.  THE MARK IS 8 INCHES
 JA1835'UNDERGROUND AND THE DISK IS STAMPED FORK 1946.
 JA1835'
 JA1835'REFERENCE MARK NO 1 IS 98.48 FEET SOUTH OF THE STATION, 115 FEET WEST
 JA1835'OF THE CENTERLINE OF
 JA1835'STATE HIGHWAY 245, AND 30 FEET NORTH OF A LINE OF
 JA1835'TELEPHONE POLES.  THE MARK IS 8
 JA1835'INCHES UNDERGROUND AND THE DISK IS
 JA1835'STAMPED FORK NO 1 1946.
 JA1835'
 JA1835'REFERENCE MARK NO 2 IS 128.75 FEET NORTHEAST OF THE STATION, 22 FEET
 JA1835'WEST OF THE CENTERLINE OF
 JA1835'STATE HIGHWAY 245, 2 FEET SOUTH OF A TELEPHONE
 JA1835'POLE, IN THE EDGE OF A FIELD.  THE
 JA1835'MARK IS 8 INCHES UNDERGROUND AND
 JA1835'THE DISK IS STAMPED FORK NO 2 1946.
 JA1835'
 JA1835'THE AZIMUTH MARK FOR THIS STATION MAX, APPROXIMATELY 0.85 MILE NORTH.
 JA1835'
 JA1835'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1835
 JA1835                          STATION RECOVERY (1959)
 JA1835
 JA1835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JA1835'NEITHER THE REFERENCE MARKS NOR THE STATION COULD BE FOUND.  A LARGE
 JA1835'BLOCK OF CONCRETE WAS
 JA1835'FOUND NEAR THE WITNESS POST BUT SINCE THERE WAS NO
 JA1835'TABLET IN IT AND DID NOT FIT
 JA1835'ANY DESCRIPTION, IT IS BELIEVED THE MARK
 JA1835'TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0646 ***********************************************************************
 MD0646  DESIGNATION -  FORT
 MD0646  PID         -  MD0646
 MD0646  STATE/COUNTY-  IN/ALLEN
 MD0646  COUNTRY     -  US
 MD0646  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0646
 MD0646                         *CURRENT SURVEY CONTROL
 MD0646  ______________________________________________________________________
 MD0646* NAD 83(1997) POSITION- 41 04 35.72792(N) 085 11 08.60783(W)   ADJUSTED
 MD0646* NAVD 88 ORTHO HEIGHT -   243.113 (meters)      797.61  (feet) ADJUSTED
 MD0646  ______________________________________________________________________
 MD0646  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 MD0646  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 MD0646  DYNAMIC HEIGHT  -        243.018 (meters)      797.30  (feet) COMP
 MD0646  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 MD0646
 MD0646  HORZ ORDER      -  SECOND
 MD0646  VERT ORDER      -  FIRST     CLASS I
 MD0646
 MD0646.The horizontal coordinates were established by classical geodetic methods
 MD0646.and adjusted by the National Geodetic Survey in May 1999.
 MD0646
 MD0646.The orthometric height was determined by differential leveling and
 MD0646.adjusted by the NATIONAL GEODETIC SURVEY
 MD0646.in June 1991.
 MD0646
 MD0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0646.GEOID18 height accuracy estimate available here.
 MD0646
 MD0646.Click photographs - Photos may exist for this station.
 MD0646
 MD0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0646
 MD0646.The dynamic height is computed by dividing the NAVD 88
 MD0646.geopotential number by the normal gravity value computed on the
 MD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0646.degrees latitude (g = 980.6199 gals.).
 MD0646
 MD0646.The modeled gravity was interpolated from observed gravity values.
 MD0646
 MD0646. The following values were computed from the NAD 83(1997) position.
 MD0646
 MD0646;                    North         East     Units Scale Factor Converg.
 MD0646;SPC IN E     -   647,175.167   140,416.008   MT  0.99998676   +0 18 57.7
 MD0646;SPC IN E     - 2,123,273.86    460,681.52   sFT  0.99998676   +0 18 57.7
 MD0646;UTM  16      - 4,548,845.270   652,410.119   MT  0.99988589   +1 11 32.4
 MD0646
 MD0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0646!SPC IN E     -   0.99996704  x   0.99998676  =   0.99995380
 MD0646!UTM  16      -   0.99996704  x   0.99988589  =   0.99985293
 MD0646
 MD0646:                Primary Azimuth Mark                     Grid Az
 MD0646:SPC IN E     -  BEYERS                                   267 32 32.5
 MD0646:UTM  16      -  BEYERS                                   266 39 57.8
 MD0646
 MD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5241048845(NAD 83)
 MD0646
 MD0646|---------------------------------------------------------------------|
 MD0646| PID    Reference Object                     Distance      Geod. Az  |
 MD0646|                                                           dddmmss.s |
 MD0646| MD1560 FORT WAYNE SALISBURY AXLE STK       APPROX. 2.6 KM 0244743.1 |
 MD0646| MD0645 FORT RM 1                            33.863 METERS 02819     |
 MD0646| MD1564 FORT WAYNE ALLIED MILLS TANK        APPROX. 1.6 KM 0740531.8 |
 MD0646| MD1563 FORT WAYNE LINCOLN BLDG BCN         APPROX. 4.0 KM 0854359.0 |
 MD0646| MD1562 FORT WAYNE RADIO STA WOWO ANT       APPROX. 3.8 KM 0894855.4 |
 MD0646| CC8720 FORT AZ MK                                         0980440.0 |
 MD0646| MD1548 FORT WAYNE BOWSER INC TANK          APPROX. 5.7 KM 1050241.8 |
 MD0646| MD1602 BEYERS                              APPROX. 7.5 KM 2675130.2 |
 MD0646| MD0647 FORT RM 2                            28.608 METERS 28422     |
 MD0646|---------------------------------------------------------------------|
 MD0646
 MD0646                          SUPERSEDED SURVEY CONTROL
 MD0646
 MD0646  NAD 83(1995)-  41 04 35.72892(N)    085 11 08.61252(W) AD(       ) 2
 MD0646  NAD 83(1986)-  41 04 35.72965(N)    085 11 08.62160(W) AD(       ) 2
 MD0646  NAD 27      -  41 04 35.55640(N)    085 11 08.72030(W) AD(       ) 2
 MD0646  NGVD 29 (??/??/92)  243.274  (m)          798.14   (f) ADJ UNCH    1 1
 MD0646  NGVD 29             243.27   (m)          798.1    (f) LEVELING    3  
 MD0646
 MD0646.Superseded values are not recommended for survey control.
 MD0646
 MD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0646.See file dsdata.pdf to determine how the superseded data were derived.
 MD0646
 MD0646_MARKER: DS = TRIANGULATION STATION DISK
 MD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0646_STAMPING: FORT 1946
 MD0646_MARK LOGO: CGS
 MD0646_PROJECTION: FLUSH
 MD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0646+STABILITY: SURFACE MOTION
 MD0646
 MD0646  HISTORY     - Date     Condition        Report By
 MD0646  HISTORY     - 1946     MONUMENTED       CGS
 MD0646  HISTORY     - 1963     GOOD             CGS
 MD0646  HISTORY     - 1968     GOOD             CGS
 MD0646  HISTORY     - 1968     GOOD             CGS
 MD0646  HISTORY     - 1968     GOOD             CGS
 MD0646  HISTORY     - 1975     GOOD             BRADY
 MD0646  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0646
 MD0646                          STATION DESCRIPTION
 MD0646
 MD0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0646'STATION IS LOCATED IN THE WEST END OF FORT WAYNE ALONG THE NORTH SIDE
 MD0646'OF THE PENNSYLVANIA RAILROAD MAIN LINE.  IT IS 100 FEET NORTH OF THE
 MD0646'TRACKS, 142 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 59 FEET
 MD0646'NORTHEAST OF POWER POLE NO. 50-536 AND 99 FEET EAST OF A 12 INCH OAK
 MD0646'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FORT 1946.
 MD0646'
 MD0646'REFERENCE MARK NO. 1 IS 111.09 FEET NORTH OF THE STATION.  IT IS 31
 MD0646'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 73 FEET SOUTH OF THE
 MD0646'SOUTHEAST CORNER OF A WHITE HOUSE.  THE MARK PROJECTS ABOUT 2 INCHES
 MD0646'AND THE DISK IS STAMPED FORT NO 1 1946.
 MD0646'
 MD0646'REFERENCE MARK NO. 2 IS 93.86 FEET WEST OF THE STATION.  IT IS 15 FEET
 MD0646'SOUTH OF AN OLD ROAD AND 7 FEET SOUTHEAST OF A 12 INCH OAK TREE.  THE
 MD0646'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FORT NO 2 1946.
 MD0646'
 MD0646'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION IN THE WEST FENCE
 MD0646'LINE OF A CEMETERY IT IS 18 FEET EAST OF THE CENTER OF THE ROAD AND 3
 MD0646'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 MD0646'AND THE DISK IS STAMPED FORT 1946.
 MD0646'
 MD0646'TO REACH THE STATION FROM THE INTERSECTION OF CLINTON AND WASHINGTON
 MD0646'STREETS IN FORT WAYNE, GO WEST ON WASHINGTON STREET (U.S. HIGHWAY 24
 MD0646'AND STATE HIGHWAY 14) FOR 1.5 MILES TO THE BRIDGE OVER THE MAUMEE
 MD0646'RIVER, CONTINUE STRIGHT AHEAD FOR 0.75 MILE TO A CEMETERY ON THE RIGHT
 MD0646'AND THE HIGHWAY CURVES LEFT AND A ROAD STRAIGHT AHEAD, CONTINUE
 MD0646'STRAIGHT AHEAD BETWEEN THE CEMETERY AND THE RAILROAD TRACKS ON GRAVEL
 MD0646'ROAD FOR 0.2 MILE TO A T-ROAD RIGHT, * CONTINUE STRAIGHT AHEAD FOR 0.2
 MD0646'MILE TO WHERE MAIN ROAD CURVES RIGHT AND A DIM ROAD STRAIGHT AHEAD,
 MD0646'CONTINUE STRAIGHT AHEAD ON DIM ROAD ALONG THE NORTH SIDE OF THE
 MD0646'RAILROAD 0.1 MILE TO THE STATION ON THE RIGHT.
 MD0646'
 MD0646'* TO REACH THE AZIMUTH FROM THIS POINT TURN RIGHT AND GO 0.05 MILE TO
 MD0646'THE AZIMUTH MARK ON THE RIGHT.
 MD0646'
 MD0646'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0646
 MD0646                          STATION RECOVERY (1963)
 MD0646
 MD0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0646'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THAT REFERENCE MARK NO.
 MD0646'1 WAS FOUND BROKEN CLEANLY ABOUT HALFWAY ITS LENGTH, OTHERWISE
 MD0646'ESSENTIALLY AS DESCRIBED.  THE SAID REFERENCE MARK WAS REPLACED AND
 MD0646'REINFORCED WITH ADDITIONAL CONCRETE.  AZIMUTH MARK IS NOW OBSTRUCTED
 MD0646'BY THE GROWTH OF TREES.
 MD0646'
 MD0646'ABOUT 2.2 MILES WESTERLY ALONG W. WASHINGTON STREET AND NO. 24 U. S.
 MD0646'HWY. FROM CLINTON STREET TWO BLOCKS S OF COURTHOUSE IN FORT WAYNE TO
 MD0646'HWY. TURN UNDER R.R., THENCE 0.5 MILE W ON PAVED AND TRACK ROADS ALONG
 MD0646'N SIDE OF PENNSYLVANIA R.R. TO TOP OF RISE AND STATION ON RIGHT, 86.9
 MD0646'FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS, ESTIMATED 8 FEET HIGHER
 MD0646'THAN SAME, 98-1/2 FEET E OF 20-INCH OAK AT SE CORNER OF A WOODS,
 MD0646'FLUSH, 1A AND 7A STMPD.  FORT 1946.
 MD0646'
 MD0646'REFERENCE STAMPED FORT NO 1 1946 WAS FOUND BROKEN AND WAS REINFORCED,
 MD0646'NOTE 11A, PROJECTS 0.4 FOOT, IS 111.07 FEET OR 33.854 METERS NNE IN
 MD0646'AZIMUTH 208 DEG 19 MIN FROM STATION, 30 FEET S OF CENTER LINE OF
 MD0646'ASPHALT ROAD, 18 FEET E OF PROJECTED PLANE OF E WALL OF CONCRETE
 MD0646'FOUNDATION OF FRAME HOUSE ON N SIDE OF ROAD, AND 2.1 FEET HIGHER THAN
 MD0646'THE ROAD.
 MD0646'
 MD0646'REFERENCE STAMPED FORT NO 2 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD0646'93.83 FEET OR 28.599 METERS W IN AZIMUTH 104 DEG 22 MIN FROM STATION,
 MD0646'61 FEET S OF TOP OF R.R.  BANK, 7 FEET SE OF 20-INCH OAK, AND 1.5 FEET
 MD0646'E OF STEEL WITNESS POST.
 MD0646'
 MD0646'AZIMUTH STAMPED FORT 1946, NOTE 16A, FLUSH, IS ABOUT 0.3 MILE E IN
 MD0646'AZIMUTH 278 DEG 04 MIN 40.3 SEC FROM STATION, ESTIMATED 125 YARDS N OF
 MD0646'R.R., 50 FEET S OF CEMETERY GATE, 18 FEET E OF C/L OF LINDENWOOD AVE.,
 MD0646'1.4 FEET HIGHER THAN SAME, 3.6 FEET W OF CEMETERY FENCE.
 MD0646
 MD0646                          STATION RECOVERY (1968)
 MD0646
 MD0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0646'THE STATION, REFERENCE MARK NO. 1 AND 2 WERE ALL RECOVERED AND IN GOOD
 MD0646'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE STATION MAY BE
 MD0646'REACHED BY GOING 2.55 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD
 MD0646'FROM THE STATION AT FORT WAYNE, THE STATION IS ABOUT 0.35 MILE
 MD0646'NORTHWEST OF THE OVERPASS OVER LINDENWOOD AVENUE, 0.2 MILE NORTHWEST
 MD0646'OF MILEPOST 322, AT THE HIGHEST POINT IN THE VICINITY, 87 FEET
 MD0646'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 90 FEET
 MD0646'NORTHWEST OF A LONE 24 INCH APPLE TREE, 28 FEET NORTHEAST OF THE
 MD0646'CENTER LINE OF A NARROW ROAD PARALLELING THE TRACK, 10 FEET ABOVE THE
 MD0646'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MD0646'INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED FORT 1946.
 MD0646'
 MD0646'FORT RM 1 IS 111.1 FEET NORTHEAST OF THE STATION MARK, 30 FEET
 MD0646'SOUTHWEST OF THE CENTER LINE OF BERNE WAY, NEAR THE JUNCTION OF A
 MD0646'DRIVEWAY TO A RESIDENCE AT 3524 BERNE WAY, 2 FEET ABOVE THE LEVEL OF
 MD0646'BERNE WAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 MD0646'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED FORT NO 1 1946.
 MD0646'
 MD0646'FORT RM 2 IS 93.9 FEET NORTHWEST OF THE STATION.  81 FEET NORTHEAST OF
 MD0646'THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 6-1/2 FEET SOUTH OF A 30
 MD0646'INCH OAK TREE, NEAR THE SOUTH CORNER OF A WOODED AREA, 1.8 FEET
 MD0646'SOUTHEAST OF A METAL WITNESS POST, 8 FEET ABOVE THE LEVEL OF THE TRACK
 MD0646'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 MD0646'LEVEL OF THE GROUND.  THE DISK IS STAMPED FORT NO 2 1946.
 MD0646'
 MD0646'BENCH MARK X 333 1968 IS LOCATED ABOUT 0.35 MILE SOUTHEAST ALONG THE
 MD0646'PENN CENTRAL RAILROAD FROM THE STATION AND COULD BE USED FOR AN
 MD0646'AZIMUTH.
 MD0646'
 MD0646'THE ABOVE BENCH MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
 MD0646'LINDENWOOD CEMETERY, SET ON THE TOP OF THE NORTHEAST END OF THE
 MD0646'SOUTHEAST ABUTMENT OF THE OVERPASS OVER LINDENWOOD AVENUE, 8.3 FEET
 MD0646'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK AND 2 FEET
 MD0646'BELOW THE LEVEL OF THE TRACK.  THE DISK IS STAMPED X 333 1968.  IT IS
 MD0646'BELIEVED TO BE VG FROM THE STATION MARK.
 MD0646
 MD0646                          STATION RECOVERY (1968)
 MD0646
 MD0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD0646'THE MARKS WERE FOUND AS DESCRIBED IN THE 1968 RECOVERY NOTE.  THE
 MD0646'BENCH MARK WAS CUT IN AND USED AS AN AZIMUTH MARK SINCE THE OLD
 MD0646'AZIMUTH MARK WAS REPORTED DESTROYED.  THE DESCRIPTION IS GOOD.  A
 MD0646'METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.  A
 MD0646'DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS-
 MD0646'
 MD0646'BENCH MARK X 333 1968 (AZIMUTH MARK) IS 0.35 MILE EAST-SOUTHEAST OF
 MD0646'THE STATION, NEAR THE SOUTHWEST CORNER OF THE LINDENWOOD CEMETERY, SET
 MD0646'ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 MD0646'OVERPASS FOR THE PENN CENTRAL RAILROAD OVER LINDENWOOD AVENUE, 8.3
 MD0646'FEET NORTHEAST OF THE NORHTEAST RAIL OF THE WEST BOUND TRACK, AND 2
 MD0646'FEET BELOW THE LEVEL OF THE TRACK.  THE DISK IS STAMPED X 333 1968 AND
 MD0646'SET IN A DRILLHOLE.
 MD0646'
 MD0646'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD0646'
 MD0646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT FORT WAYNE
 MD0646
 MD0646                          STATION RECOVERY (1968)
 MD0646
 MD0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0646'2.6 MI NW FROM FORT WAYNE.
 MD0646'ABOUT 2.55 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0646'THE STATION AT FORT WAYNE, IN SECTION 4, R 12 E, T 30 N, ABOUT
 MD0646'0.35 MILE NORTHWEST OF THE RAILROAD OVERPASS OVER LINDENWOOD
 MD0646'AVENUE, 0.2 MILE NORTHWEST OF MILEPOST 322, AT THE HIGHEST POINT
 MD0646'IN THE VICINITY, 87 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MD0646'WEST-BOUND TRACK, 90 FEET NORTHWEST OF A LONE 24-INCH APPLE
 MD0646'TREE, 28 FEET NORTHEAST OF THE CENTER LINE OF A NARROW ROAD
 MD0646'PARALLELING THE TRACK, 10 FEET ABOVE THE LEVEL OF THE TRACK AND
 MD0646'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 MD0646'LEVEL OF THE GROUND.
 MD0646
 MD0646                          STATION RECOVERY (1975)
 MD0646
 MD0646'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 MD0646'FORT 1946 RECOVERED GOOD.  BM X 333 (AZIM) RECOVERED GOOD.  FORT NO. 1
 MD0646'1946 RECOVERED GOOD.  FORT NO. 2 1946 RECOVERED GOOD.  LINE OF SIGHT
 MD0646'FROM STATION TO AZIM. IS OBSTRUCTED BY BRUSH AND TREES.
 MD0646'
 MD0646'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE.
 MD0646
 MD0646                          STATION RECOVERY (1992)
 MD0646
 MD0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0646'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2026 ***********************************************************************
 JA2026  DESIGNATION -  FORT BRANCH ATT MICROWAVE KSP
 JA2026  PID         -  JA2026
 JA2026  STATE/COUNTY-  IN/GIBSON
 JA2026  COUNTRY     -  US
 JA2026  USGS QUAD   -  HAUBSTADT (2019)
 JA2026
 JA2026                         *CURRENT SURVEY CONTROL
 JA2026  ______________________________________________________________________
 JA2026* NAD 83(1997) POSITION- 38 14 18.44836(N) 087 33 52.16986(W)   ADJUSTED
 JA2026  ______________________________________________________________________
 JA2026  GEOID HEIGHT    -        -31.389 (meters)                     GEOID18
 JA2026  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 JA2026  HORZ ORDER      -  THIRD
 JA2026
 JA2026.The horizontal coordinates were established by classical geodetic methods
 JA2026.and adjusted by the National Geodetic Survey in May 1999.
 JA2026
 JA2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2026.GEOID18 height accuracy estimate available here.
 JA2026
 JA2026.Click photographs - Photos may exist for this station.
 JA2026
 JA2026.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2026
 JA2026. The following values were computed from the NAD 83(1997) position.
 JA2026
 JA2026;                    North         East     Units Scale Factor Converg.
 JA2026;SPC IN W     -   332,071.139   857,877.182   MT  0.99998851   -0 17 52.1
 JA2026;SPC IN W     - 1,089,470.06  2,814,552.05   sFT  0.99998851   -0 17 52.1
 JA2026;UTM  16      - 4,232,423.576   450,599.866   MT  0.99963005   -0 20 57.8
 JA2026
 JA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5059932423(NAD 83)
 JA2026
 JA2026                          SUPERSEDED SURVEY CONTROL
 JA2026
 JA2026  NAD 83(1993)-  38 14 18.45430(N)    087 33 52.16962(W) AD(       ) 3
 JA2026  NAD 83(1986)-  38 14 18.45766(N)    087 33 52.17160(W) AD(       ) 3
 JA2026  NAD 27      -  38 14 18.29762(N)    087 33 52.09267(W) AD(       ) 3
 JA2026
 JA2026.Superseded values are not recommended for survey control.
 JA2026
 JA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2026.See file dsdata.pdf to determine how the superseded data were derived.
 JA2026
 JA2026_MARKER: 45 = MICROWAVE TOWER
 JA2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2026+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2010
 JA2026
 JA2026  HISTORY     - Date     Condition        Report By
 JA2026  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2026  HISTORY     - 20101220 GOOD             GEOCAC
 JA2026
 JA2026                          STATION DESCRIPTION
 JA2026
 JA2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2026'STATION IS LOCATED ABUT 1 MILE SOUTHEAST OF FORT BRANCH AND 0.25 MILE
 JA2026'EAST OF U S HIGHWAY 41.
 JA2026'
 JA2026'TO REACH FROM THE POST OFFICE IN FORT BRANCH, GO EAST ON E LOCUST
 JA2026'STREET FOR 0.6
 JA2026'MILE TO U S HIGHWAY 41, TURN RIGHT AND GO SOUTH ON U S
 JA2026'HIGHWAY 41 FOR 0.6 MILE TO
 JA2026'CROSSROAD 800S, TURN LEFT AND GO EAST ON
 JA2026'800S (A GRAVELED ROAD) FOR 0.2 MILE TO
 JA2026'STATION ON LEFT AS DESCRIBED.
 JA2026'
 JA2026'THE TOWER IS ABOUT 200 FEET HIGH, IS PAINTED RED AND WHITE, HAS 4
 JA2026'REFLECTORS ON TOP
 JA2026'AND 2 MIDWAY AND HAS A RED LIGHT ON TOP OFF CENTER.
 JA2026'
 JA2026'POINT INTERSECTED WAS TOP AND CENTER OF MICROWAVE TOWER.
 JA2026
 JA2026                          STATION RECOVERY (2010)
 JA2026
 JA2026'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA2026'TOWER OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2030 ***********************************************************************
 JA2030  DESIGNATION -  FORT BRANCH EMGE PACKING TANK
 JA2030  PID         -  JA2030
 JA2030  STATE/COUNTY-  IN/GIBSON
 JA2030  COUNTRY     -  US
 JA2030  USGS QUAD   -  HAUBSTADT (2019)
 JA2030
 JA2030                         *CURRENT SURVEY CONTROL
 JA2030  ______________________________________________________________________
 JA2030* NAD 83(1997) POSITION- 38 14 37.39759(N) 087 35 01.50589(W)   ADJUSTED
 JA2030  ______________________________________________________________________
 JA2030  GEOID HEIGHT    -        -31.376 (meters)                     GEOID18
 JA2030  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 JA2030  HORZ ORDER      -  THIRD
 JA2030
 JA2030.The horizontal coordinates were established by classical geodetic methods
 JA2030.and adjusted by the National Geodetic Survey in May 1999.
 JA2030
 JA2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2030.GEOID18 height accuracy estimate available here.
 JA2030
 JA2030.Click photographs - Photos may exist for this station.
 JA2030
 JA2030.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2030
 JA2030. The following values were computed from the NAD 83(1997) position.
 JA2030
 JA2030;                    North         East     Units Scale Factor Converg.
 JA2030;SPC IN W     -   332,664.338   856,194.220   MT  0.99999029   -0 18 35.2
 JA2030;SPC IN W     - 1,091,416.25  2,809,030.54   sFT  0.99999029   -0 18 35.2
 JA2030;UTM  16      - 4,233,018.077   448,918.042   MT  0.99963214   -0 21 40.9
 JA2030
 JA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4891833018(NAD 83)
 JA2030
 JA2030                          SUPERSEDED SURVEY CONTROL
 JA2030
 JA2030  NAD 83(1993)-  38 14 37.40361(N)    087 35 01.50556(W) AD(       ) 3
 JA2030  NAD 83(1986)-  38 14 37.40684(N)    087 35 01.50728(W) AD(       ) 3
 JA2030  NAD 27      -  38 14 37.24585(N)    087 35 01.42676(W) AD(       ) 3
 JA2030
 JA2030.Superseded values are not recommended for survey control.
 JA2030
 JA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2030.See file dsdata.pdf to determine how the superseded data were derived.
 JA2030
 JA2030_MARKER: 53 = ELEVATED TANK
 JA2030
 JA2030  HISTORY     - Date     Condition        Report By
 JA2030  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2030  HISTORY     - 1967     GOOD             CGS
 JA2030
 JA2030                          STATION DESCRIPTION
 JA2030
 JA2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2030'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO DESCRIPTION
 JA2030'AVAILABLE.  A
 JA2030'COMPLETE DESCRIPTION FOLLOWS.
 JA2030'
 JA2030'STATION IS LOCATED IN THE WEST EDGE OF FORT BRANCH, ON PROPERTY OF
 JA2030'THE EMGE PACKING
 JA2030'COMPANY AND IS ON NORTH SIDE OF PACKING PLANT BUILDING.
 JA2030'
 JA2030'TO REACH FROM THE POST OFFICE IN FORT BRANCH, GO SOUTH ON S MC CREARY
 JA2030'STREET FOR 0.2
 JA2030'MILE TO WEST RED BANK ROAD.  TURN RIGHT FOLLOWING WEST
 JA2030'RED BANK ROAD FOR 0.15 MILE TO
 JA2030'THE EMGE PACKING PLANT AND STATION AS DESCRIBED.
 JA2030'
 JA2030'THE TANK IS 150 FEET HIGH, IS PAINTED SILVER, IS SUPPORTED BY 4 LEGS
 JA2030'AND HAS EMGE
 JA2030'PAINTED ON SIDE OF TANK.
 JA2030'
 JA2030'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2029 ***********************************************************************
 JA2029  DESIGNATION -  FORT BRANCH EMGE STACK
 JA2029  PID         -  JA2029
 JA2029  STATE/COUNTY-  IN/GIBSON
 JA2029  COUNTRY     -  US
 JA2029  USGS QUAD   -  HAUBSTADT (2019)
 JA2029
 JA2029                         *CURRENT SURVEY CONTROL
 JA2029  ______________________________________________________________________
 JA2029* NAD 83(1997) POSITION- 38 14 35.45810(N) 087 35 02.90738(W)   ADJUSTED
 JA2029  ______________________________________________________________________
 JA2029  GEOID HEIGHT    -        -31.376 (meters)                     GEOID18
 JA2029  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JA2029  HORZ ORDER      -  THIRD
 JA2029
 JA2029.The horizontal coordinates were established by classical geodetic methods
 JA2029.and adjusted by the National Geodetic Survey in May 1999.
 JA2029
 JA2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2029.GEOID18 height accuracy estimate available here.
 JA2029
 JA2029.Click photographs - Photos may exist for this station.
 JA2029
 JA2029.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2029
 JA2029. The following values were computed from the NAD 83(1997) position.
 JA2029
 JA2029;                    North         East     Units Scale Factor Converg.
 JA2029;SPC IN W     -   332,604.722   856,159.818   MT  0.99999033   -0 18 36.0
 JA2029;SPC IN W     - 1,091,220.66  2,808,917.67   sFT  0.99999033   -0 18 36.0
 JA2029;UTM  16      - 4,232,958.514   448,883.598   MT  0.99963218   -0 21 41.7
 JA2029
 JA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4888332958(NAD 83)
 JA2029
 JA2029                          SUPERSEDED SURVEY CONTROL
 JA2029
 JA2029  NAD 83(1993)-  38 14 35.46417(N)    087 35 02.90711(W) AD(       ) 3
 JA2029  NAD 83(1986)-  38 14 35.46733(N)    087 35 02.90880(W) AD(       ) 3
 JA2029  NAD 27      -  38 14 35.30349(N)    087 35 02.81909(W) AD(       ) 3
 JA2029
 JA2029.Superseded values are not recommended for survey control.
 JA2029
 JA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2029.See file dsdata.pdf to determine how the superseded data were derived.
 JA2029
 JA2029_MARKER: 63 = STACK
 JA2029
 JA2029  HISTORY     - Date     Condition        Report By
 JA2029  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2029
 JA2029                          STATION DESCRIPTION
 JA2029
 JA2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2029'STATION IS LOCATED IN THE WEST EDGE OF FORT BRANCH, ON PROPERTY OF
 JA2029'EMGE PACKING
 JA2029'COMPANY AND AT THE NORTHWEST CORNER OF PACKING PLANT BUILDING.
 JA2029'
 JA2029'TO REACH FROM THE POST OFFICE IN FORT BRANCH, GO SOUTH ON S MC CREARY
 JA2029'STREET FOR 0.2
 JA2029'MILE TO W RED BANK ROAD, TURN RIGHT FOLLOWING W RED
 JA2029'BANK ROAD FOR 0.15 MILE TO EMGE
 JA2029'PACKING PLANT AND STATION AS DESCRIBED.
 JA2029'
 JA2029'THE STACK IS 200 FEET HIGH, IS A CONCRETE STRUCTURE AND IS ABOUT 6
 JA2029'FEET IN DIAMETER AT TOP.
 JA2029'
 JA2029'POINT INTERSECTED WAS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2031 ***********************************************************************
 JA2031  DESIGNATION -  FORT BRANCH MUNICIPAL TANK
 JA2031  PID         -  JA2031
 JA2031  STATE/COUNTY-  IN/GIBSON
 JA2031  COUNTRY     -  US
 JA2031  USGS QUAD   -  HAUBSTADT (2019)
 JA2031
 JA2031                         *CURRENT SURVEY CONTROL
 JA2031  ______________________________________________________________________
 JA2031* NAD 83(1997) POSITION- 38 14 44.74562(N) 087 34 59.81322(W)   ADJUSTED
 JA2031  ______________________________________________________________________
 JA2031  GEOID HEIGHT    -        -31.379 (meters)                     GEOID18
 JA2031  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 JA2031  HORZ ORDER      -  THIRD
 JA2031
 JA2031.The horizontal coordinates were established by classical geodetic methods
 JA2031.and adjusted by the National Geodetic Survey in May 1999.
 JA2031
 JA2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2031.GEOID18 height accuracy estimate available here.
 JA2031
 JA2031.Click photographs - Photos may exist for this station.
 JA2031
 JA2031.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2031
 JA2031. The following values were computed from the NAD 83(1997) position.
 JA2031
 JA2031;                    North         East     Units Scale Factor Converg.
 JA2031;SPC IN W     -   332,890.677   856,236.604   MT  0.99999024   -0 18 34.2
 JA2031;SPC IN W     - 1,092,158.83  2,809,169.59   sFT  0.99999024   -0 18 34.2
 JA2031;UTM  16      - 4,233,244.296   448,960.614   MT  0.99963208   -0 21 39.9
 JA2031
 JA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4896033244(NAD 83)
 JA2031
 JA2031                          SUPERSEDED SURVEY CONTROL
 JA2031
 JA2031  NAD 83(1993)-  38 14 44.75174(N)    087 34 59.81299(W) AD(       ) 3
 JA2031  NAD 83(1986)-  38 14 44.75489(N)    087 34 59.81459(W) AD(       ) 3
 JA2031  NAD 27      -  38 14 44.59064(N)    087 34 59.72414(W) AD(       ) 3
 JA2031
 JA2031.Superseded values are not recommended for survey control.
 JA2031
 JA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2031.See file dsdata.pdf to determine how the superseded data were derived.
 JA2031
 JA2031_MARKER: 53 = ELEVATED TANK
 JA2031
 JA2031  HISTORY     - Date     Condition        Report By
 JA2031  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2031
 JA2031                          STATION DESCRIPTION
 JA2031
 JA2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2031'STATION IS LOCATED IN THE WEST END OF FORT BRANCH AND IS 0.1 MILE
 JA2031'NORTH OF EMGE
 JA2031'PACKING COMPANY PLANT.
 JA2031'
 JA2031'TO REACH FROM THE POST OFFICE IN FORT BRANCH, GO SOUTH ON S MCCREARY
 JA2031'STREET FOR 0.1
 JA2031'MILE TO W STRAIN STREET, TURN RIGHT AND GO WEST ON
 JA2031'WEST STRAIN STREET FOR 0.2 MILE
 JA2031'TO STATION ON RIGHT.
 JA2031'
 JA2031'THE TANK IS SPHERICAL SHAPE AND ATOP A SINGLE VERTICAL COLUMN, IS 160
 JA2031'FEET HIGH, IS
 JA2031'PAINTED SILVER AND HAS FORT BRANCH PAINT ON SIDE OF TANK.
 JA2031'
 JA2031'POINT INTERSECTED WAS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0645 ***********************************************************************
 MD0645  DESIGNATION -  FORT RM 1
 MD0645  PID         -  MD0645
 MD0645  STATE/COUNTY-  IN/ALLEN
 MD0645  COUNTRY     -  US
 MD0645  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0645
 MD0645                         *CURRENT SURVEY CONTROL
 MD0645  ______________________________________________________________________
 MD0645* NAD 83(1986) POSITION- 41 04 36.69   (N) 085 11 07.92   (W)   HD_HELD1
 MD0645* NAVD 88 ORTHO HEIGHT -   241.406 (meters)      792.01  (feet) ADJUSTED
 MD0645  ______________________________________________________________________
 MD0645  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 MD0645  DYNAMIC HEIGHT  -        241.311 (meters)      791.70  (feet) COMP
 MD0645  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 MD0645
 MD0645  VERT ORDER      -  FIRST     CLASS I
 MD0645
 MD0645.The horizontal coordinates were determined by differentially corrected
 MD0645.hand held GPS observations or other comparable positioning techniques
 MD0645.and have an estimated accuracy of +/- 3 meters.
 MD0645
 MD0645.The orthometric height was determined by differential leveling and
 MD0645.adjusted by the NATIONAL GEODETIC SURVEY
 MD0645.in June 1991.
 MD0645
 MD0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0645.GEOID18 height accuracy estimate available here.
 MD0645
 MD0645.Click photographs - Photos may exist for this station.
 MD0645
 MD0645.The dynamic height is computed by dividing the NAVD 88
 MD0645.geopotential number by the normal gravity value computed on the
 MD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0645.degrees latitude (g = 980.6199 gals.).
 MD0645
 MD0645.The modeled gravity was interpolated from observed gravity values.
 MD0645
 MD0645;                    North         East    Units  Estimated Accuracy
 MD0645;SPC IN E     -   647,204.9     140,431.9     MT  (+/- 3 meters HH1 GPS) 
 MD0645
 MD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5242548875(NAD 83)
 MD0645
 MD0645                          SUPERSEDED SURVEY CONTROL
 MD0645
 MD0645  NGVD 29 (??/??/92)  241.567  (m)          792.54   (f) ADJ UNCH    1 1
 MD0645
 MD0645.Superseded values are not recommended for survey control.
 MD0645
 MD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0645.See file dsdata.pdf to determine how the superseded data were derived.
 MD0645
 MD0645_MARKER: DR = REFERENCE MARK DISK
 MD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0645_STAMPING: FORT NO 1 1946
 MD0645_MARK LOGO: CGS
 MD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0645+STABILITY: SURFACE MOTION
 MD0645
 MD0645  HISTORY     - Date     Condition        Report By
 MD0645  HISTORY     - 1946     MONUMENTED       CGS
 MD0645  HISTORY     - 1968     GOOD             CGS
 MD0645  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0645
 MD0645                          STATION DESCRIPTION
 MD0645
 MD0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0645'2.6 MI NW FROM FORT WAYNE.
 MD0645'ABOUT 2.55 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0645'THE STATION AT FORT WAYNE, IN SECTION 4, R 12 E, T 30 N, 111.1
 MD0645'FEET NORTHEAST OF THE STATION MARK DESCRIBED, 30 FEET SOUTHWEST
 MD0645'OF THE CENTER LINE OF BERNE WAY, NEAR THE JUNCTION OF A DRIVEWAY
 MD0645'TO A RESIDENCE AT 3524 BERNE WAY, 2 FEET ABOVE THE LEVEL OF BERNE
 MD0645'WAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 MD0645'ABOVE THE LEVEL OF THE GROUND.
 MD0645
 MD0645                          STATION RECOVERY (1992)
 MD0645
 MD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0645'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0647 ***********************************************************************
 MD0647  DESIGNATION -  FORT RM 2
 MD0647  PID         -  MD0647
 MD0647  STATE/COUNTY-  IN/ALLEN
 MD0647  COUNTRY     -  US
 MD0647  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0647
 MD0647                         *CURRENT SURVEY CONTROL
 MD0647  ______________________________________________________________________
 MD0647* NAD 83(1986) POSITION- 41 04 35.96   (N) 085 11 09.80   (W)   HD_HELD1
 MD0647* NAVD 88 ORTHO HEIGHT -   243.548 (meters)      799.04  (feet) ADJUSTED
 MD0647  ______________________________________________________________________
 MD0647  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 MD0647  DYNAMIC HEIGHT  -        243.453 (meters)      798.73  (feet) COMP
 MD0647  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 MD0647
 MD0647  VERT ORDER      -  FIRST     CLASS I
 MD0647
 MD0647.The horizontal coordinates were determined by differentially corrected
 MD0647.hand held GPS observations or other comparable positioning techniques
 MD0647.and have an estimated accuracy of +/- 3 meters.
 MD0647
 MD0647.The orthometric height was determined by differential leveling and
 MD0647.adjusted by the NATIONAL GEODETIC SURVEY
 MD0647.in June 1991.
 MD0647
 MD0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0647.GEOID18 height accuracy estimate available here.
 MD0647
 MD0647.Click photographs - Photos may exist for this station.
 MD0647
 MD0647.The dynamic height is computed by dividing the NAVD 88
 MD0647.geopotential number by the normal gravity value computed on the
 MD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0647.degrees latitude (g = 980.6199 gals.).
 MD0647
 MD0647.The modeled gravity was interpolated from observed gravity values.
 MD0647
 MD0647;                    North         East    Units  Estimated Accuracy
 MD0647;SPC IN E     -   647,182.2     140,388.1     MT  (+/- 3 meters HH1 GPS) 
 MD0647
 MD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5238248851(NAD 83)
 MD0647
 MD0647                          SUPERSEDED SURVEY CONTROL
 MD0647
 MD0647  NGVD 29 (??/??/92)  243.709  (m)          799.57   (f) ADJ UNCH    1 1
 MD0647
 MD0647.Superseded values are not recommended for survey control.
 MD0647
 MD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0647.See file dsdata.pdf to determine how the superseded data were derived.
 MD0647
 MD0647_MARKER: DR = REFERENCE MARK DISK
 MD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0647_STAMPING: FORT NO 2 1946
 MD0647_MARK LOGO: CGS
 MD0647_PROJECTION: FLUSH
 MD0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0647+STABILITY: SURFACE MOTION
 MD0647
 MD0647  HISTORY     - Date     Condition        Report By
 MD0647  HISTORY     - 1946     MONUMENTED       CGS
 MD0647  HISTORY     - 1968     GOOD             CGS
 MD0647  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0647
 MD0647                          STATION DESCRIPTION
 MD0647
 MD0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0647'2.6 MI NW FROM FORT WAYNE.
 MD0647'ABOUT 2.55 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0647'THE STATION AT FORT WAYNE, 93.9 FEET NORTHWEST OF THE STATION
 MD0647'MARK DESCRIBED, IN SECTION 4, R 12 E, T 30 N, 81 FEET NORTHEAST
 MD0647'OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 6 1/2 FEET SOUTH
 MD0647'OF A 30-INCH OAK TREE, NEAR THE SOUTH CORNER OF A WOODED AREA,
 MD0647'1.8 FEET SOUTHEAST OF A METAL WITNESS POST, 8 FEET ABOVE THE
 MD0647'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD0647'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0647
 MD0647                          STATION RECOVERY (1992)
 MD0647
 MD0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0647'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1564 ***********************************************************************
 MD1564  DESIGNATION -  FORT WAYNE ALLIED MILLS TANK
 MD1564  PID         -  MD1564
 MD1564  STATE/COUNTY-  IN/ALLEN
 MD1564  COUNTRY     -  US
 MD1564  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1564
 MD1564                         *CURRENT SURVEY CONTROL
 MD1564  ______________________________________________________________________
 MD1564* NAD 83(1997) POSITION- 41 04 49.63067(N) 085 10 04.11739(W)   ADJUSTED
 MD1564  ______________________________________________________________________
 MD1564  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 MD1564  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 MD1564  HORZ ORDER      -  THIRD
 MD1564
 MD1564.The horizontal coordinates were established by classical geodetic methods
 MD1564.and adjusted by the National Geodetic Survey in May 1999.
 MD1564
 MD1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1564.GEOID18 height accuracy estimate available here.
 MD1564
 MD1564.Click photographs - Photos may exist for this station.
 MD1564
 MD1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1564
 MD1564. The following values were computed from the NAD 83(1997) position.
 MD1564
 MD1564;                    North         East     Units Scale Factor Converg.
 MD1564;SPC IN E     -   647,612.495   141,918.965   MT  0.99998828   +0 19 40.1
 MD1564;SPC IN E     - 2,124,708.66    465,612.47   sFT  0.99998828   +0 19 40.1
 MD1564;UTM  16      - 4,549,305.489   653,906.063   MT  0.99989153   +1 12 15.1
 MD1564
 MD1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5390649305(NAD 83)
 MD1564
 MD1564                          SUPERSEDED SURVEY CONTROL
 MD1564
 MD1564  NAD 83(1995)-  41 04 49.63170(N)    085 10 04.12179(W) AD(       ) 3
 MD1564  NAD 83(1986)-  41 04 49.63218(N)    085 10 04.13115(W) AD(       ) 3
 MD1564  NAD 27      -  41 04 49.46000(N)    085 10 04.23100(W) AD(       ) 3
 MD1564
 MD1564.Superseded values are not recommended for survey control.
 MD1564
 MD1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1564.See file dsdata.pdf to determine how the superseded data were derived.
 MD1564
 MD1564_MARKER: 53 = ELEVATED TANK
 MD1564
 MD1564  HISTORY     - Date     Condition        Report By
 MD1564  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1564  HISTORY     - 1963     GOOD             CGS
 MD1564
 MD1564                          STATION DESCRIPTION
 MD1564
 MD1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1564'STATION IS LOCATED IN THE NORTHWEST SECTION OF FORT WAYNE ON THE WEST
 MD1564'SIDE OF DAVIS STREET
 MD1564'AND ABOUT 200 YARDS NORTH OF W. MAIN STREET.  IT IS A SMALL CONICAL
 MD1564'SHAPED WATER TANK ATOP A FOUR-LEGGED
 MD1564'STEEL STRUCTURE ABOUT 150 FEET HIGH AND PAINTED SILVER.  THE
 MD1564'POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX
 MD1564'OF THE ROOF.
 MD1564'
 MD1564'THIS IS AN INTERSECTION STATION.
 MD1564
 MD1564                          STATION RECOVERY (1963)
 MD1564
 MD1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1564'RECOVERED AS ORIGINALLY DESCRIBED WHICH DESCRIPTION IS CORRECT AND
 MD1564'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3499 ***********************************************************************
 DM3499  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3499  DESIGNATION -  FORT WAYNE CORS ARP
 DM3499  CORS_ID     -  INFW
 DM3499  PID         -  DM3499
 DM3499  STATE/COUNTY-  IN/ALLEN
 DM3499  COUNTRY     -  US
 DM3499  USGS QUAD   -  HUNTERTOWN (2019)
 DM3499
 DM3499                         *CURRENT SURVEY CONTROL
 DM3499  ______________________________________________________________________
 DM3499* NAD 83(2011) POSITION- 41 07 40.81777(N) 085 10 39.13792(W)   ADJUSTED
 DM3499* NAD 83(2011) ELLIP HT-   230.409 (meters)        (04/??/25)   ADJUSTED
 DM3499* NAD 83(2011) EPOCH   -  2010.00
 DM3499  ______________________________________________________________________
 DM3499  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DM3499  NAD 83(2011) X  -    404,489.357 (meters)                     COMP
 DM3499  NAD 83(2011) Y  - -4,794,393.762 (meters)                     COMP
 DM3499  NAD 83(2011) Z  -  4,173,292.978 (meters)                     COMP
 DM3499
 DM3499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3499  Standards:
 DM3499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3499  -------------------------------------------------------------------
 DM3499  NETWORK    0.07   0.12           0.04   0.02   0.06     -0.26930900
 DM3499  -------------------------------------------------------------------
 DM3499
 DM3499.The coordinates were established by GPS observations
 DM3499.and adjusted by the National Geodetic Survey in April 2025.
 DM3499
 DM3499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3499.been affixed to the stable North American Tectonic Plate. 
 DM3499
 DM3499.The coordinates are valid at the epoch date displayed above
 DM3499.which is a decimal equivalence of Year/Month/Day.
 DM3499
 DM3499.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3499.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3499.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3499.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3499.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3499.published epoch of 2010.00.
 DM3499
 DM3499.Additional information on MYCS is available at:
 DM3499.https://geodesy.noaa.gov/CORS/index.shtml
 DM3499
 DM3499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3499.GEOID18 height accuracy estimate available here.
 DM3499
 DM3499.The PID for the CORS L1 Phase Center is DS2851.
 DM3499
 DM3499.Click photographs - Photos may exist for this station.
 DM3499
 DM3499.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3499
 DM3499.The ellipsoidal height was determined by GPS observations
 DM3499.and is referenced to NAD 83.
 DM3499
 DM3499. The following values were computed from the NAD 83(2011) position.
 DM3499
 DM3499;                    North         East     Units Scale Factor Converg.
 DM3499;SPC IN E     -   652,888.642   141,071.884   MT  0.99998742   +0 19 18.2
 DM3499;SPC IN E     - 2,142,018.82    462,833.34   sFT  0.99998742   +0 19 18.2
 DM3499;UTM  16      - 4,554,567.540   652,978.435   MT  0.99988803   +1 11 56.2
 DM3499
 DM3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3499!SPC IN E     -   0.99996386  x   0.99998742  =   0.99995128
 DM3499!UTM  16      -   0.99996386  x   0.99988803  =   0.99985189
 DM3499
 DM3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5297854567(NAD 83)
 DM3499
 DM3499                          SUPERSEDED SURVEY CONTROL
 DM3499
 DM3499  NAD 83(2011)-  41 07 40.81800(N)    085 10 39.13796(W) AD(2010.00) c
 DM3499  ELLIP H (06/??/19)  230.409  (m)                       GP(2010.00) c c
 DM3499  NAD 83(2011)-  41 07 40.81788(N)    085 10 39.13788(W) AD(2010.00) c
 DM3499  ELLIP H (08/??/11)  230.403  (m)                       GP(2010.00) c c
 DM3499  NAD 83(CORS)-  41 07 40.81831(N)    085 10 39.13870(W) AD(2002.00) c
 DM3499  ELLIP H (09/??/10)  230.380  (m)                       GP(2002.00) c c
 DM3499
 DM3499.Superseded values are not recommended for survey control.
 DM3499
 DM3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3499.See file dsdata.pdf to determine how the superseded data were derived.
 DM3499
 DM3499_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3499
 DM3499                          STATION DESCRIPTION
 DM3499
 DM3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3499'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3499'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3499'AND LOG FILES ACCESSIBLE AT:
 DM3499'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1551 ***********************************************************************
 MD1551  DESIGNATION -  FORT WAYNE FREUHAUF TRAILER TK
 MD1551  PID         -  MD1551
 MD1551  STATE/COUNTY-  IN/ALLEN
 MD1551  COUNTRY     -  US
 MD1551  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1551
 MD1551                         *CURRENT SURVEY CONTROL
 MD1551  ______________________________________________________________________
 MD1551* NAD 83(1997) POSITION- 41 03 50.85684(N) 085 06 32.33223(W)   ADJUSTED
 MD1551  ______________________________________________________________________
 MD1551  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 MD1551  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 MD1551  HORZ ORDER      -  THIRD
 MD1551
 MD1551.The horizontal coordinates were established by classical geodetic methods
 MD1551.and adjusted by the National Geodetic Survey in May 1999.
 MD1551
 MD1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1551.GEOID18 height accuracy estimate available here.
 MD1551
 MD1551.Click photographs - Photos may exist for this station.
 MD1551
 MD1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1551
 MD1551. The following values were computed from the NAD 83(1997) position.
 MD1551
 MD1551;                    North         East     Units Scale Factor Converg.
 MD1551;SPC IN E     -   645,829.399   146,874.007   MT  0.99999370   +0 21 58.9
 MD1551;SPC IN E     - 2,118,858.62    481,869.14   sFT  0.99999370   +0 21 58.9
 MD1551;UTM  16      - 4,547,598.532   658,887.347   MT  0.99991071   +1 14 32.9
 MD1551
 MD1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5888747598(NAD 83)
 MD1551
 MD1551                          SUPERSEDED SURVEY CONTROL
 MD1551
 MD1551  NAD 83(1995)-  41 03 50.85752(N)    085 06 32.33660(W) AD(       ) 3
 MD1551  NAD 83(1986)-  41 03 50.85845(N)    085 06 32.34634(W) AD(       ) 3
 MD1551  NAD 27      -  41 03 50.68300(N)    085 06 32.45900(W) AD(       ) 3
 MD1551
 MD1551.Superseded values are not recommended for survey control.
 MD1551
 MD1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1551.See file dsdata.pdf to determine how the superseded data were derived.
 MD1551
 MD1551_MARKER: 53 = ELEVATED TANK
 MD1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1551+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 MD1551
 MD1551  HISTORY     - Date     Condition        Report By
 MD1551  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1551  HISTORY     - 1963     GOOD             CGS
 MD1551  HISTORY     - 20030705 GOOD             GEOCAC
 MD1551
 MD1551                          STATION DESCRIPTION
 MD1551
 MD1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1551'NO PRIOR DESCRIPTION AVAILABLE, THE STATION WAS RECOVERED REPORTEDLY
 MD1551'AND APPARENTLY UNCHANGED SINCE
 MD1551'1946.
 MD1551'
 MD1551'ABOUT 2.0 MILES AIR LINE ESE OF THE COURTHOUSE IN FORT WAYNE, ON THE
 MD1551'N SIDE OF THE GROUNDS OF
 MD1551'FRUEHAUF TRAILER (MANUFACTURING) COMPANY, AN ESTIMATED 200 YARDS N OF
 MD1551'E. PONTIAC STREET, AN ESTIMATED 50 YARDS
 MD1551'E OF PROJECTED CENTER LINE OF ALEXANDER STREET, JUST S OF THE
 MD1551'RAILROAD YARDS, A CYLINDRICAL TANK WITH
 MD1551'BALL-TOPPED CONICAL ROOF MOUNTED ON FOUR LEGS, AND
 MD1551'STANDING ABOUT 135 FEET HIGH (DATA PLATE ON NW LEG STATES
 MD1551'THAT THE BOTTOM OF THE TANK IS 100
 MD1551'FEET HIGH).
 MD1551
 MD1551                          STATION RECOVERY (2003)
 MD1551
 MD1551'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 MD1551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1557 ***********************************************************************
 MD1557  DESIGNATION -  FORT WAYNE INTL HARVESTER TWR
 MD1557  PID         -  MD1557
 MD1557  STATE/COUNTY-  IN/ALLEN
 MD1557  COUNTRY     -  US
 MD1557  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1557
 MD1557                         *CURRENT SURVEY CONTROL
 MD1557  ______________________________________________________________________
 MD1557* NAD 83(1997) POSITION- 41 03 40.52333(N) 085 05 13.44111(W)   ADJUSTED
 MD1557  ______________________________________________________________________
 MD1557  GEOID HEIGHT    -        -33.057 (meters)                     GEOID18
 MD1557  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 MD1557  HORZ ORDER      -  THIRD
 MD1557
 MD1557.The horizontal coordinates were established by classical geodetic methods
 MD1557.and adjusted by the National Geodetic Survey in May 1999.
 MD1557
 MD1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1557.GEOID18 height accuracy estimate available here.
 MD1557
 MD1557.Click photographs - Photos may exist for this station.
 MD1557
 MD1557.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1557
 MD1557. The following values were computed from the NAD 83(1997) position.
 MD1557
 MD1557;                    North         East     Units Scale Factor Converg.
 MD1557;SPC IN E     -   645,522.641   148,718.043   MT  0.99999587   +0 22 50.6
 MD1557;SPC IN E     - 2,117,852.20    487,919.11   sFT  0.99999587   +0 22 50.6
 MD1557;UTM  16      - 4,547,320.029   660,735.710   MT  0.99991799   +1 15 24.5
 MD1557
 MD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6073547320(NAD 83)
 MD1557
 MD1557                          SUPERSEDED SURVEY CONTROL
 MD1557
 MD1557  NAD 83(1995)-  41 03 40.52428(N)    085 05 13.44530(W) AD(       ) 3
 MD1557  NAD 83(1986)-  41 03 40.52481(N)    085 05 13.45530(W) AD(       ) 3
 MD1557  NAD 27      -  41 03 40.35600(N)    085 05 13.56900(W) AD(       ) 3
 MD1557
 MD1557.Superseded values are not recommended for survey control.
 MD1557
 MD1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1557.See file dsdata.pdf to determine how the superseded data were derived.
 MD1557
 MD1557_MARKER: 55 = TOWER
 MD1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1557+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2003
 MD1557
 MD1557  HISTORY     - Date     Condition        Report By
 MD1557  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1557  HISTORY     - 1963     GOOD             CGS
 MD1557  HISTORY     - 20030224 GOOD             GEOCAC
 MD1557
 MD1557                          STATION DESCRIPTION
 MD1557
 MD1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1557'STATION IS LOCATED ON THE SOUTHEAST CORNER OF E. PONTIAC STREET AND
 MD1557'SUETER ROAD IN FORT WAYNE.  IT IS A SQUARE BRICK TOWER LOCATED ON THE
 MD1557'SOUTH WEST CORNER OF INTERNATIONAL HARVESTER CO.  FACTORY.  IT IS
 MD1557'CONSTRUCTED OF RED BRICK AND ABOUT 125 FEET HIGH.  THE POINT OBSERVED
 MD1557'ON WAS THE POINT OF THE ROOF OF THE TOWER.
 MD1557'
 MD1557'THIS IS AN INTERSECTION STATION.
 MD1557
 MD1557                          STATION RECOVERY (1963)
 MD1557
 MD1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1557'THE PRESENT WRITER FOUND THE SUETER ROAD OF ORIGINAL DESCRIPTION IS
 MD1557'SPELLED BUETER AND HE ESTIMATED THE TOWER 150 FEET, OTHERWISE THE
 MD1557'ORIGINAL IS CORRECT AND ADEQUATE.
 MD1557
 MD1557                          STATION RECOVERY (2003)
 MD1557
 MD1557'RECOVERY NOTE BY GEOCACHING 2003
 MD1557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1563 ***********************************************************************
 MD1563  DESIGNATION -  FORT WAYNE LINCOLN BLDG BCN
 MD1563  PID         -  MD1563
 MD1563  STATE/COUNTY-  IN/ALLEN
 MD1563  COUNTRY     -  US
 MD1563  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1563
 MD1563                         *CURRENT SURVEY CONTROL
 MD1563  ______________________________________________________________________
 MD1563* NAD 83(1997) POSITION- 41 04 45.22966(N) 085 08 19.69754(W)   ADJUSTED
 MD1563  ______________________________________________________________________
 MD1563  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 MD1563  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 MD1563  HORZ ORDER      -  THIRD
 MD1563
 MD1563.The horizontal coordinates were established by classical geodetic methods
 MD1563.and adjusted by the National Geodetic Survey in May 1999.
 MD1563
 MD1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1563.GEOID18 height accuracy estimate available here.
 MD1563
 MD1563.Click photographs - Photos may exist for this station.
 MD1563
 MD1563.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1563
 MD1563. The following values were computed from the NAD 83(1997) position.
 MD1563
 MD1563;                    North         East     Units Scale Factor Converg.
 MD1563;SPC IN E     -   647,491.083   144,357.133   MT  0.99999087   +0 20 48.7
 MD1563;SPC IN E     - 2,124,310.33    473,611.69   sFT  0.99999087   +0 20 48.7
 MD1563;UTM  16      - 4,549,221.392   656,345.576   MT  0.99990085   +1 13 23.7
 MD1563
 MD1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5634549221(NAD 83)
 MD1563
 MD1563                          SUPERSEDED SURVEY CONTROL
 MD1563
 MD1563  NAD 83(1995)-  41 04 45.23046(N)    085 08 19.70190(W) AD(       ) 3
 MD1563  NAD 83(1986)-  41 04 45.23106(N)    085 08 19.71140(W) AD(       ) 3
 MD1563  NAD 27      -  41 04 45.05900(N)    085 08 19.81800(W) AD(       ) 3
 MD1563
 MD1563.Superseded values are not recommended for survey control.
 MD1563
 MD1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1563.See file dsdata.pdf to determine how the superseded data were derived.
 MD1563
 MD1563_MARKER: 14 = NAVIGATION LIGHT
 MD1563
 MD1563  HISTORY     - Date     Condition        Report By
 MD1563  HISTORY     - 1932     FIRST OBSERVED   CGS
 MD1563  HISTORY     - 1963     GOOD             CGS
 MD1563
 MD1563                          STATION DESCRIPTION
 MD1563
 MD1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RCB)
 MD1563'STATION IS LOCATED ATOP THE LINCOLN LIFE INSURANCE BUILDING ON
 MD1563'WASHINGTON STREET IN DOWNTOWN FT. WAYNE.  THE BEACON IS MOUNTED IN THE
 MD1563'DOME ON THE ROOF OF THE BUILDING AND THE FLAGPOLE IS ON THE APEX OF
 MD1563'THE DOME.  THE POINT OBSERVED ON WAS THE BASE OF THE FLAGPOLE WHICH IS
 MD1563'DIRECTLY OVER THE CENTER OF THE BEACON.  THE STATION IS APPROXIMATELY
 MD1563'350 FEET ABOVE THE GROUND.  THIS IS AN INTERSECTION STATION.
 MD1563
 MD1563                          STATION RECOVERY (1963)
 MD1563
 MD1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1563'THO IT SEEMS QUITE DEFINITE THAT THE STATION WAS FOUND IN GOOD
 MD1563'CONDITION, THE ORIGINAL DESCRIPTION
 MD1563'RECORDS THE NAME OF THE STATION AND ITS LOCATION INCORRECTLY.
 MD1563'
 MD1563'IN THE HEART OF DOWNTOWN FORT WAYNE, SE OF AND JUST ACROSS BERRY
 MD1563'STREET FROM THE COURTHOUSE,
 MD1563'THE BUILDING IS CURRENTLY THE TALLEST IN FORT WAYNE AND LOCATED ON
 MD1563'THE S SIDE OF BERRY STREET ABOUT
 MD1563'MIDWAY BETWEEN CALHOUN AND CLINTON STREETS, A SHORT FLAGPOLE IS SET
 MD1563'ATOP CENTER OF A SMALL DOME WHICH HOUSES
 MD1563'A REVOLVING AVIATION BEACON ALONG WITH A FIXED
 MD1563'LIGHT DIRECTED APPARENTLY TOWARD THE MUNICIPAL AIRPORT OR
 MD1563'BAER FIELD.  THE TOP OF THE POLE IS AN
 MD1563'ESTIMATED 350 FEET ABOVE GROUND.
 MD1563'
 MD1563'IN VIEW OF THE CONFLICTING STATEMENTS IN ABOVE AND ORIGINAL
 MD1563'DESCRIPTION, UNDERSIGNED INQUIRED
 MD1563'CONCERNING THE PRIOR EXISTENCE OF A LINCOLN LIFE BUILDING.
 MD1563'APPARENTLY THERE WAS ONE ON OR NEAR
 MD1563'WASHINGTON STREET, BUT IT WAS NOT NEAR SO HIGH AS THE SUBJECT
 MD1563'BUILDING AND THERE WAS NEVER A BEACON
 MD1563'ON IT.  THE PRESENT LINCOLN LIFE INSURANCE COMPANY BUILDING IS
 MD1563'DIRECTLY ACROSS HARRISON STREET FROM THE
 MD1563'MAIN POST OFFICE AND BORDERED BY THE SAID, DOUGLAS,
 MD1563'CALHOUN, AND BRACKENRIDGE STREETS SOME 5 BLOCKS S AND A
 MD1563'HALF-BLOCK W OF THE SUBJECT
 MD1563'BUILDING AS THE STREETS RUN.  A MENTAL-ARITHMETIC INVERSE COMPUTATION
 MD1563'BETWEEN THE SUBJECT STATION AND OLD
 MD1563'WOWO ANTENNA ON KEENAN HOTEL INDICATES CONCLUSIONS HEREIN CORRECT.
 MD1563'KEENAN HOTEL THO ANTENNA IS GONE IS
 MD1563'1-1/2 BLOCKS W AND ABOUT 3 BLOCKS S OF THE SUBJECT BLDG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0701 ***********************************************************************
 MD0701  DESIGNATION -  FORT WAYNE N BASE RM 1
 MD0701  PID         -  MD0701
 MD0701  STATE/COUNTY-  IN/ALLEN
 MD0701  COUNTRY     -  US
 MD0701  USGS QUAD   -  HUNTERTOWN (2019)
 MD0701
 MD0701                         *CURRENT SURVEY CONTROL
 MD0701  ______________________________________________________________________
 MD0701* NAD 83(1986) POSITION- 41 11 14.19   (N) 085 08 52.22   (W)   HD_HELD1
 MD0701* NAVD 88 ORTHO HEIGHT -   260.844 (meters)      855.79  (feet) ADJUSTED
 MD0701  ______________________________________________________________________
 MD0701  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 MD0701  DYNAMIC HEIGHT  -        260.742 (meters)      855.45  (feet) COMP
 MD0701  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 MD0701
 MD0701  VERT ORDER      -  SECOND    CLASS 0
 MD0701
 MD0701.The horizontal coordinates were determined by differentially corrected
 MD0701.hand held GPS observations or other comparable positioning techniques
 MD0701.and have an estimated accuracy of +/- 3 meters.
 MD0701
 MD0701.The orthometric height was determined by differential leveling and
 MD0701.adjusted by the NATIONAL GEODETIC SURVEY
 MD0701.in June 1991.
 MD0701
 MD0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0701.GEOID18 height accuracy estimate available here.
 MD0701
 MD0701.Click photographs - Photos may exist for this station.
 MD0701
 MD0701.The dynamic height is computed by dividing the NAVD 88
 MD0701.geopotential number by the normal gravity value computed on the
 MD0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0701.degrees latitude (g = 980.6199 gals.).
 MD0701
 MD0701.The modeled gravity was interpolated from observed gravity values.
 MD0701
 MD0701;                    North         East    Units  Estimated Accuracy
 MD0701;SPC IN E     -   659,485.2     143,526.5     MT  (+/- 3 meters HH1 GPS) 
 MD0701
 MD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5533161200(NAD 83)
 MD0701
 MD0701                          SUPERSEDED SURVEY CONTROL
 MD0701
 MD0701  NGVD 29 (??/??/92)  260.964  (m)          856.18   (f) ADJ UNCH    2 0
 MD0701
 MD0701.Superseded values are not recommended for survey control.
 MD0701
 MD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0701.See file dsdata.pdf to determine how the superseded data were derived.
 MD0701
 MD0701_MARKER: DR = REFERENCE MARK DISK
 MD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0701_STAMPING: NORTH BASE NO 1 1946
 MD0701_MARK LOGO: CGS
 MD0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0701+STABILITY: SURFACE MOTION
 MD0701
 MD0701  HISTORY     - Date     Condition        Report By
 MD0701  HISTORY     - 1946     MONUMENTED       CGS
 MD0701  HISTORY     - 1963     GOOD             CGS
 MD0701
 MD0701                          STATION DESCRIPTION
 MD0701
 MD0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0701'7.2 MI N FROM FORT WAYNE.
 MD0701'LOCATED 7.25 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION
 MD0701'IN FORT WAYNE ALONG THE RAILROAD ABOUT 3300 FEET NORTH OF
 MD0701'DUPONT ROAD.  THE MARK IS IN THE WOODS ABOUT 0.8 MILE WEST
 MD0701'OF U.S. HIGHWAY 27, 100.74 FEET NORTH OF THE STATION NORTH
 MD0701'BASE, 50.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 0.5
 MD0701'FEET EAST OF A WIRE FENCE.  TO REACH THE MARK FROM DUPONT ROAD
 MD0701'AND THE NEW YORK CENTRAL RAILROAD, WALK 99 1/2 RAILS NORTH
 MD0701'USING THE WEST TRACK TO A WITNESS POST ABOUT 12.0 FEET WEST
 MD0701'OF THE WEST RAIL, GO 29.0 FEET WEST FROM WITNESS POST TO STATION
 MD0701'NORTH BASE, THENCE CONTINUE ALONG THE FENCE NORTH FOR 100.0
 MD0701'FEET TO MARK.  A STANDARD RM DISK
 MD0701'STAMPED---NORTH BASE NO. 1 1946---,
 MD0701'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MD0701'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0702 ***********************************************************************
 MD0702  DESIGNATION -  FORT WAYNE N BASE RM 2
 MD0702  PID         -  MD0702
 MD0702  STATE/COUNTY-  IN/ALLEN
 MD0702  COUNTRY     -  US
 MD0702  USGS QUAD   -  HUNTERTOWN (2019)
 MD0702
 MD0702                         *CURRENT SURVEY CONTROL
 MD0702  ______________________________________________________________________
 MD0702* NAD 83(1986) POSITION- 41 11 12.18   (N) 085 08 52.31   (W)   HD_HELD1
 MD0702* NAVD 88 ORTHO HEIGHT -   260.795 (meters)      855.62  (feet) ADJUSTED
 MD0702  ______________________________________________________________________
 MD0702  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 MD0702  DYNAMIC HEIGHT  -        260.694 (meters)      855.29  (feet) COMP
 MD0702  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 MD0702
 MD0702  VERT ORDER      -  SECOND    CLASS 0
 MD0702
 MD0702.The horizontal coordinates were determined by differentially corrected
 MD0702.hand held GPS observations or other comparable positioning techniques
 MD0702.and have an estimated accuracy of +/- 3 meters.
 MD0702
 MD0702.The orthometric height was determined by differential leveling and
 MD0702.adjusted by the NATIONAL GEODETIC SURVEY
 MD0702.in June 1991.
 MD0702
 MD0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0702.GEOID18 height accuracy estimate available here.
 MD0702
 MD0702.Click photographs - Photos may exist for this station.
 MD0702
 MD0702.The dynamic height is computed by dividing the NAVD 88
 MD0702.geopotential number by the normal gravity value computed on the
 MD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0702.degrees latitude (g = 980.6199 gals.).
 MD0702
 MD0702.The modeled gravity was interpolated from observed gravity values.
 MD0702
 MD0702;                    North         East    Units  Estimated Accuracy
 MD0702;SPC IN E     -   659,423.2     143,524.8     MT  (+/- 3 meters HH1 GPS) 
 MD0702
 MD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5533061138(NAD 83)
 MD0702
 MD0702                          SUPERSEDED SURVEY CONTROL
 MD0702
 MD0702  NGVD 29 (??/??/92)  260.916  (m)          856.02   (f) ADJ UNCH    2 0
 MD0702
 MD0702.Superseded values are not recommended for survey control.
 MD0702
 MD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0702.See file dsdata.pdf to determine how the superseded data were derived.
 MD0702
 MD0702_MARKER: DR = REFERENCE MARK DISK
 MD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0702_STAMPING: NORTH BASE NO 2 1946
 MD0702_MARK LOGO: CGS
 MD0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0702+STABILITY: SURFACE MOTION
 MD0702
 MD0702  HISTORY     - Date     Condition        Report By
 MD0702  HISTORY     - 1946     MONUMENTED       CGS
 MD0702  HISTORY     - 1963     GOOD             CGS
 MD0702
 MD0702                          STATION DESCRIPTION
 MD0702
 MD0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0702'7.2 MI N FROM FORT WAYNE.
 MD0702'LOCATED 7.25 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION
 MD0702'IN FORT WAYNE ALONG THE RAILROAD AND ABOUT 3300 NORTH OF DUPONT
 MD0702'ROAD.  THE MARK IS IN THE WOODS ABOUT 0.8 MILES WEST OF U.S.
 MD0702'HIGHWAY 27, 103.80 FEET SOUTH OF THE STATION NORTH BASE, 50.0
 MD0702'FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 0.5 FOOT EAST
 MD0702'OF A WIRE FENCE.  TO REACH THE MARK FROM DUPONT ROAD AND THE NEW
 MD0702'YORK CENTRAL RAILROAD, WALK 99 1/2 RAILS NORTH USING THE WEST
 MD0702'TRACK TO A WITNESS POST ABOUT 12.0 FEET WEST OF THE WEST RAIL, GO
 MD0702'29.0 FEET WEST FROM WITNESS POST TO STANDARD RM DISK,
 MD0702'STAMPED---NORTH BASE NO 2 1946---,
 MD0702'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MD0702'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0703 ***********************************************************************
 MD0703  DESIGNATION -  FORT WAYNE NORTH BASE
 MD0703  PID         -  MD0703
 MD0703  STATE/COUNTY-  IN/ALLEN
 MD0703  COUNTRY     -  US
 MD0703  USGS QUAD   -  HUNTERTOWN (2019)
 MD0703
 MD0703                         *CURRENT SURVEY CONTROL
 MD0703  ______________________________________________________________________
 MD0703* NAD 83(1997) POSITION- 41 11 13.19733(N) 085 08 52.16927(W)   ADJUSTED
 MD0703* NAVD 88 ORTHO HEIGHT -   261.020 (meters)      856.36  (feet) ADJUSTED
 MD0703  ______________________________________________________________________
 MD0703  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 MD0703  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 MD0703  DYNAMIC HEIGHT  -        260.918 (meters)      856.03  (feet) COMP
 MD0703  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 MD0703
 MD0703  HORZ ORDER      -  FIRST
 MD0703  VERT ORDER      -  SECOND    CLASS 0
 MD0703
 MD0703.The horizontal coordinates were established by classical geodetic methods
 MD0703.and adjusted by the National Geodetic Survey in May 1999.
 MD0703
 MD0703.The orthometric height was determined by differential leveling and
 MD0703.adjusted by the NATIONAL GEODETIC SURVEY
 MD0703.in June 1991.
 MD0703
 MD0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0703.GEOID18 height accuracy estimate available here.
 MD0703
 MD0703.Click photographs - Photos may exist for this station.
 MD0703
 MD0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0703
 MD0703.The dynamic height is computed by dividing the NAVD 88
 MD0703.geopotential number by the normal gravity value computed on the
 MD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0703.degrees latitude (g = 980.6199 gals.).
 MD0703
 MD0703.The modeled gravity was interpolated from observed gravity values.
 MD0703
 MD0703. The following values were computed from the NAD 83(1997) position.
 MD0703
 MD0703;                    North         East     Units Scale Factor Converg.
 MD0703;SPC IN E     -   659,454.625   143,527.877   MT  0.99998998   +0 20 30.0
 MD0703;SPC IN E     - 2,163,560.72    470,891.04   sFT  0.99998998   +0 20 30.0
 MD0703;UTM  16      - 4,561,169.741   655,333.329   MT  0.99989696   +1 13 11.8
 MD0703
 MD0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0703!SPC IN E     -   0.99996422  x   0.99998998  =   0.99995420
 MD0703!UTM  16      -   0.99996422  x   0.99989696  =   0.99986118
 MD0703
 MD0703:                Primary Azimuth Mark                     Grid Az
 MD0703:SPC IN E     -  FORT WAYNE N BASE AZ MK                  344 52 32.2
 MD0703:UTM  16      -  FORT WAYNE N BASE AZ MK                  343 59 50.4
 MD0703
 MD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5533361169(NAD 83)
 MD0703
 MD0703|---------------------------------------------------------------------|
 MD0703| PID    Reference Object                     Distance      Geod. Az  |
 MD0703|                                                           dddmmss.s |
 MD0703| MD1580 NB 01                                13.952 METERS 09000     |
 MD0703| MD1570 LF 15                               463.693 METERS 1560922.1 |
 MD0703| MD1581 NB 02                                33.110 METERS 15657     |
 MD0703| MD0702 FORT WAYNE N BASE RM 2               31.638 METERS 18546     |
 MD0703| MD1568 WOWO RADIO ANTENNA                  APPROX. 7.5 KM 2180734.1 |
 MD0703| MD1566 ALLEN CO INFIRMARY TALLER STK       APPROX. 2.3 KM 2925015.1 |
 MD0703| CC8721 FORT WAYNE N BASE AZ MK                            3451302.2 |
 MD0703| MD0701 FORT WAYNE N BASE RM 1               30.706 METERS 35743     |
 MD0703|---------------------------------------------------------------------|
 MD0703
 MD0703                          SUPERSEDED SURVEY CONTROL
 MD0703
 MD0703  NAD 83(1995)-  41 11 13.19840(N)    085 08 52.17324(W) AD(       ) 1
 MD0703  NAD 83(1986)-  41 11 13.19863(N)    085 08 52.18285(W) AD(       ) 1
 MD0703  NAD 27      -  41 11 13.02570(N)    085 08 52.28370(W) AD(       ) 1
 MD0703  NGVD 29 (??/??/92)  261.14   (m)          856.8    (f) COMPUTED    2 0
 MD0703  NGVD 29             261.14   (m)          856.8    (f) LEVELING    3  
 MD0703
 MD0703.Superseded values are not recommended for survey control.
 MD0703
 MD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0703.See file dsdata.pdf to determine how the superseded data were derived.
 MD0703
 MD0703_MARKER: DS = TRIANGULATION STATION DISK
 MD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0703_STAMPING: NORTH BASE 1946
 MD0703_MARK LOGO: CGS
 MD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0703+STABILITY: SURFACE MOTION
 MD0703
 MD0703  HISTORY     - Date     Condition        Report By
 MD0703  HISTORY     - 1946     MONUMENTED       CGS
 MD0703  HISTORY     - 1963     GOOD             CGS
 MD0703  HISTORY     - 1963     GOOD             CGS
 MD0703  HISTORY     - 1963     GOOD             CGS
 MD0703
 MD0703                          STATION DESCRIPTION
 MD0703
 MD0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0703'THIS STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF THE TOWN OF FORT
 MD0703'WAYNE, ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  IT IS 42
 MD0703'FEET WEST OF THE WEST RAIL OF THE RAILROAD, AND 8 FEET EAST OF A WIRE
 MD0703'FENCE BELONGING TO FRED WAKEMAN.  THE MARK PROJECTS 10 INCHES AND THE
 MD0703'DISK IS STAMPED---NORTH BASE 1946--- .
 MD0703'
 MD0703'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION.
 MD0703'IT IS 3 FEET WEST OF A WITNESS POST, 17 FEET EAST OF A FENCE CORNER
 MD0703'AND 2 FEET EAST OF AN IRON RAIL IMBEDDED IN THE GROUND.  THE MARK
 MD0703'PROJECTS 3 INCHES AND THE DISK IS STAMPED---NORTH BASE 1946--- .
 MD0703'
 MD0703'REFERENCE MARK NO. 1 IS 100.74 FEET NORTH OF THE STATION.  IT IS 1
 MD0703'FOOT WEST OF A FENCELINE AND 50 FEET WEST OF THE WEST RAIL OF THE
 MD0703'RAILROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MD0703'---NORTH BASE NO 1 1946--- .
 MD0703'
 MD0703'REFERENCE MARK NO. 2 IS 103.80 FEET SOUTH OF THE STATION.  IT IS 6
 MD0703'INCHES WEST OF A WIRE FENCE AND 50 FEET WEST OF THE WEST RAIL OF THE
 MD0703'RAILROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD0703'---NORTH BASE NO 2 1946--- .
 MD0703'
 MD0703'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 27, 427 AND 1 ABOUT
 MD0703'2 MILES NORTH OF THE TOWN OF FORT WAYNE, TAKE U.S. HIGHWAY 27 NORTH
 MD0703'FOR 6.0 MILES TO A CROSSROAD AND UNION CHAPEL ON RIGHT.  TURN LEFT ON
 MD0703'GRAVEL ROAD AND GO WEST FOR 1.1 MILE TO FRED WAKEMAN FARM ON LEFT.
 MD0703'TURN LEFT INTO BARNYARD, PASS THROUGH GATE AT THE LEFT OF THE BARN AND
 MD0703'FOLLOW A DIM ROAD SOUTH FOR 0.4 MILE TO TWO GATES.  PASS THROUGH THE
 MD0703'GATE ON THE RIGHT AND CONTINUE FOR 0.1 MILE TO A FENCE CORNER AND WELL
 MD0703'ON THE LEFT.  BEAR LEFT AND GO SOUTH EAST FOR 0.2 MILE TO STATION ON
 MD0703'THE LEFT AS DESCRIBED.
 MD0703'
 MD0703'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST FOR 0.3 MILE TO
 MD0703'THE TWO GATES AND THE AZIMUTH AT THE RIGHT GATE AS DESCRIBED.
 MD0703'
 MD0703'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0703
 MD0703                          STATION RECOVERY (1963)
 MD0703
 MD0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0703'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0703'DESCRIBED EXCEPT FOR A DISCREPANCY OF 0.54 FOOT IN THE DISTANCE TO NO.
 MD0703'1 R.M.
 MD0703'
 MD0703'ABOUT 4.3 MILES N ALONG NO. 27 U. S. HWY FROM ITS BRIDGE OVER NO. 69
 MD0703'INTERSTATE HWY.  AT THE 4-WAY INTERCHANGE BETWEEN THE TWO, THENCE 0.5
 MD0703'MILE W ON UNION CHAPEL ROAD, 0.25 MILE S ON CORBIN RD., THENCE 0.25
 MD0703'MILE W ON CARROLL RD. TO GENE WAKELAND FARM JUST W OF BRANCH LINE
 MD0703'CROSSING OF NEW YORK CENTRAL RAILROAD, THENCE 0.2 MILE S ON TRACK
 MD0703'ROADS THRU BARNLOT TO GATE AND AZ. MK. ON LEFT, THENCE 0.4 MILE S TO
 MD0703'R.R. FENCE AND THE STATION, JUST S OF AN INTERMITTENT MARSH, 40.8 FEET
 MD0703'W OF W RAIL, ESTIMATED LEVEL WITH SAME, 6-3/4 FEET E OF A STEEL
 MD0703'WITNESS POST SET IN THE FENCE LINE, STANDARD DISKS STAMPED
 MD0703'---NORTH BASE 1946---, SET IN 1A AND 7A MARKS WITH THE SURFACE MARK
 MD0703'PROJECTING 0.8 FOOT ABOVE GROUND.
 MD0703'
 MD0703'REFERENCE MARK 1, STAMPED---NORTH BASE NO 1 1946---, NOTE 11A,
 MD0703'PROJECTS 0.5 FOOT, IS 100.20 FEET OR 30.541 METERS N IN AZIMUTH 177
 MD0703'DEG 36 MIN FROM STATION, AND ONE FOOT W OF THE FENCE.
 MD0703'
 MD0703'REFERENCE MARK 2, STAMPED---NORTH BASE NO 2 1946---, NOTE 11A,
 MD0703'PROJECTS 0.5 FOOT, IS 103.73 FEET OR 31.617 METERS S IN AZIMUTH 5 DEG
 MD0703'49 MIN FROM STATION, AND ONE FOOT W OF THE FENCE.
 MD0703'
 MD0703'AZIMUTH MARK, STAMPED---NORTH BASE 1946---, NOTE 16A, IS 3 OR 4 TENTHS
 MD0703'OF A MILE NNW IN AZIMUTH 165 DEG 12 MIN 47.6 SEC FROM STATION, ABOUT
 MD0703'40 YARDS W OF FENCE T-INTERSECTION AT SE CORNER OF A WOODS, 2 FEET E
 MD0703'OF R.R.-RAIL GATEPOST, AND 1.7 FEET W OF STEEL WITNESS POST.
 MD0703
 MD0703                          STATION RECOVERY (1963)
 MD0703
 MD0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0703'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 MD0703'RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE CHECKED AND VERIFIED.
 MD0703'THE DIRECTIONS WERE FOUND IN ERROR, AND NEW DIRECTIONS WERE OBSERVED
 MD0703'DURING THE RECOVERY.  THE ORIGINAL DESCRIPTION IS INADEQUATE, A NEW
 MD0703'DESCRIPTION IS AS FOLLOWS-
 MD0703'
 MD0703'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF THE TOWN OF FORT WAYNE
 MD0703'ON THE RIGHT-OF-WAY OF THE NEW YOARK CENTRAL RAILROAD.  IT IS ABOUT
 MD0703'3,300 FEET NORTH OF DUPONT ROAD, 42.0 FEET WEST OF THE WEST RAIL OF
 MD0703'THE RAILROAD, 29.0 FEET WEST OF A WITNESS POST, AND 7.0 FEET EAST OF
 MD0703'ANOTHER WITNESS POST (IN WIRE FENCE BELONGING TO FRED WAKEMAN)  A
 MD0703'STANDARD TRIANGULATION DISK STAMPED---NORTH BASE 1946---, SET IN TOP
 MD0703'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 MD0703'
 MD0703'THE AZIMUTH MARK IS 0.3 MILES NORTH-NORTHWEST OF THE STATION ON THE
 MD0703'FARM OF MR. FRED WAKEMAN.  IT IS ABOUT 575 FEET WEST OF THE RAILROAD,
 MD0703'2.5 FEET WEST OF A WITNESS POST, 2 FEET EAST OF AN IRON RAIL EMBEDDED
 MD0703'IN THE GROUND AT THE EAST END OF A DOUBLE GATE, AND 1 FOOT SOUTH OF A
 MD0703'WIRE FENCE.  A STANDARD AZIMUTH MARK DISK STAMPED
 MD0703'---NORTH BASE 1946---, AND SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0703'MONUMENT THAT PROJECTS 3 INCHES.
 MD0703'
 MD0703'REFERENCE MARK NO. 1 IS 100.74 FEET NORTH OF THE STATION, 50 FEET WEST
 MD0703'OF THE WEST RAIL OF THE RAILROAD, AND 0.5 FEET EAST OF THE WAKEMAN
 MD0703'WIRE FENCE.  A STANDARD REFERENCE MARK DISK STAMPED
 MD0703'---NORTH BASE NO 1 1946---, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0703'MONUMENT THAT PROJECTS 6 INCHES.
 MD0703'
 MD0703'REFERENCE MARK NO. 2 IS 103.80 FEET SOUTH OF THE STATION, 50 FEET WEST
 MD0703'OF THE WEST RAIL OF THE RAILROAD, AND 0.5 FEET EAST OF THE WAKEMAN
 MD0703'WIRE FENCE.  A STANDARD REFERENCE MARK DISK STAMPED
 MD0703'---NORTH BASE NO 2 1946---, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0703'MONUMENT THAT PROJECTS 4 INCHES.
 MD0703'
 MD0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND INDIANA
 MD0703'STATE HIGHWAYS 427 AND 1 (ABOUT 2 MILES NORTH OF THE TOWN OF FORT
 MD0703'WAYNE), TAKE U.S.  HIGHWAY 27 NORTH 6.0 MILES TO UNION CHAPEL ROAD,
 MD0703'TURN LEFT AND GO 1.1 MILES WEST TO THE FARM OF FRED WAKEMAN.  TURN
 MD0703'LEFT INTO BARNYARD, GO THROUGH GATE AT LEFT OF THE BARN AND FOLLOW A
 MD0703'DIM ROAD SOUTH FOR 0.4 MILE TO TWO GATES WHERE THE AZIMUTH IS, AND
 MD0703'THEN GO 0.3 MILES SOUTH-SOUTHEAST TO STATION OVER A RISE IN WOODS
 MD0703'ABOUT 7.0 FEET EAST OF THE WAKEMAN FENCE.
 MD0703'
 MD0703'ANOTHER WAY TO REACH THE STATION IS FROM DUPONT ROAD.  FROM THE SAME
 MD0703'STARTING POINT IN FORT WAYNE, DRIVE 4.5 MILES NORTH ON U.S. HIGHWAY 27
 MD0703'TO DUPONT ROAD, TURN LEFT AND GO WEST 0.8 MILES TO THE RAILROAD.
 MD0703'USING THE WEST RAIL OF RAILROAD, GO 99-1/2 RAILS NORTH TO WITNESS POST
 MD0703'WHICH IS 12.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD.  THE STATION
 MD0703'IS 29 FEET WEST OF THE WITNESS POST.
 MD0703'
 MD0703'TO REACH THE AZIMUTH FROM THE STATION, GO 58-1/2 RAILS NORTH, AND THEN
 MD0703'GO 575 FEET WEST ALONG AN EASTWEST FENCE LINE TO AZIMUTH AS DESCRIBED.
 MD0703
 MD0703                          STATION RECOVERY (1963)
 MD0703
 MD0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0703'7.2 MI N FROM FORT WAYNE.
 MD0703'LOCATED 7.25 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD
 MD0703'STATION IN FORT WAYNE ALONG THE RAILROAD ABOUT 3300 FEET NORTH
 MD0703'OF DUPONT ROAD.  THE MARK IS IN THE WOODS ABOUT 0.8 MILE WEST
 MD0703'OF U.S. HIGHWAY 27, 42.0 FEET WEST OF THE WEST RAIL OF THE
 MD0703'RAILROAD, 29.0 FEET WEST OF A WITNESS POST, 7.0 FEET EAST OF A
 MD0703'FENCE BELONGING TO FRED WAKEMAN AND 7.0 FEET EAST OF ANOTHER
 MD0703'WITNESS POST.  TO REACH THE MARK FROM DUPONT ROAD AND THE NEW
 MD0703'YORK AND CENTRAL RAILROAD, WALK 99 1/2 RAILS NORTH USING THE
 MD0703'WEST TRACK TO A WITNESS POST.  A STANDARD TRIANGULATION DISK
 MD0703'STAMPED---NORTH BASE 1946---, IS SET IN TOP OF A 12 INCH SQUARE
 MD0703'CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1560 ***********************************************************************
 MD1560  DESIGNATION -  FORT WAYNE SALISBURY AXLE STK
 MD1560  PID         -  MD1560
 MD1560  STATE/COUNTY-  IN/ALLEN
 MD1560  COUNTRY     -  US
 MD1560  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1560
 MD1560                         *CURRENT SURVEY CONTROL
 MD1560  ______________________________________________________________________
 MD1560* NAD 83(1997) POSITION- 41 05 52.66681(N) 085 10 21.62087(W)   ADJUSTED
 MD1560  ______________________________________________________________________
 MD1560  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 MD1560  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 MD1560  HORZ ORDER      -  THIRD
 MD1560
 MD1560.The horizontal coordinates were established by classical geodetic methods
 MD1560.and adjusted by the National Geodetic Survey in May 1999.
 MD1560
 MD1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1560.GEOID18 height accuracy estimate available here.
 MD1560
 MD1560.Click photographs - Photos may exist for this station.
 MD1560
 MD1560.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1560
 MD1560. The following values were computed from the NAD 83(1997) position.
 MD1560
 MD1560;                    North         East     Units Scale Factor Converg.
 MD1560;SPC IN E     -   649,554.702   141,499.383   MT  0.99998785   +0 19 29.0
 MD1560;SPC IN E     - 2,131,080.72    464,235.89   sFT  0.99998785   +0 19 29.0
 MD1560;UTM  16      - 4,551,240.862   653,456.863   MT  0.99988983   +1 12 05.1
 MD1560
 MD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5345651240(NAD 83)
 MD1560
 MD1560                          SUPERSEDED SURVEY CONTROL
 MD1560
 MD1560  NAD 83(1995)-  41 05 52.66799(N)    085 10 21.62521(W) AD(       ) 3
 MD1560  NAD 83(1986)-  41 05 52.66832(N)    085 10 21.63454(W) AD(       ) 3
 MD1560  NAD 27      -  41 05 52.49400(N)    085 10 21.73600(W) AD(       ) 3
 MD1560
 MD1560.Superseded values are not recommended for survey control.
 MD1560
 MD1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1560.See file dsdata.pdf to determine how the superseded data were derived.
 MD1560
 MD1560_MARKER: 63 = STACK
 MD1560
 MD1560  HISTORY     - Date     Condition        Report By
 MD1560  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1560  HISTORY     - 1963     GOOD             CGS
 MD1560
 MD1560                          STATION DESCRIPTION
 MD1560
 MD1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1560'THIS IS AN INTERSECTION STATION.
 MD1560'
 MD1560'STATION IS LOCATED IN THE NORTHWEST SECTION OF FORT WAYNE ON THE
 MD1560'NORTHEAST CORNER OF W.
 MD1560'STATE BLVD. AND THE PENN. R.R.  IT IS ABOUT 100 FEET EAST OF THE
 MD1560'RAILROAD AND 200 YARDS NORTH OF W.
 MD1560'STATE BLVD. AND ON THE SOUTHSIDE OF THE POWERHOUSE.  IT IS A RED TILE
 MD1560'BRICK STACK ABOUT 175 FEET HIGH AND
 MD1560'BUILT IN 1945.  THE POINT OBSERVED ON WAS THE CENTER
 MD1560'OF THE TOP OF THE STACK.
 MD1560
 MD1560                          STATION RECOVERY (1963)
 MD1560
 MD1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1560'EXCEPT THAT THE COMPANY IS NOW THE DANA CORPORATION (THE BUSINESS IS
 MD1560'STILL AXLES FOR MOTOR VEHICLES
 MD1560'PRINCIPALLY), THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1561 ***********************************************************************
 MD1561  DESIGNATION -  FORT WAYNE SOUTH BASE
 MD1561  PID         -  MD1561
 MD1561  STATE/COUNTY-  IN/ALLEN
 MD1561  COUNTRY     -  US
 MD1561  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1561
 MD1561                         *CURRENT SURVEY CONTROL
 MD1561  ______________________________________________________________________
 MD1561* NAD 83(1997) POSITION- 41 07 03.92515(N) 085 08 42.64084(W)   ADJUSTED
 MD1561* NAVD 88 ORTHO HEIGHT -   244.48  (+/-2cm)      802.1   (feet) VERTCON3
 MD1561  ______________________________________________________________________
 MD1561  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 MD1561  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 MD1561  HORZ ORDER      -  FIRST
 MD1561  VERT ORDER      -  THIRD ? (See Below)
 MD1561
 MD1561.The horizontal coordinates were established by classical geodetic methods
 MD1561.and adjusted by the National Geodetic Survey in May 1999.
 MD1561
 MD1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1561
 MD1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1561.GEOID18 height accuracy estimate available here.
 MD1561
 MD1561.The vertical order pertains to the NGVD 29 superseded value.
 MD1561
 MD1561.Click photographs - Photos may exist for this station.
 MD1561
 MD1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1561
 MD1561. The following values were computed from the NAD 83(1997) position.
 MD1561
 MD1561;                    North         East     Units Scale Factor Converg.
 MD1561;SPC IN E     -   651,766.337   143,795.986   MT  0.99999026   +0 20 34.6
 MD1561;SPC IN E     - 2,138,336.72    471,770.66   sFT  0.99999026   +0 20 34.6
 MD1561;UTM  16      - 4,553,487.171   655,719.136   MT  0.99989844   +1 13 12.0
 MD1561
 MD1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1561!SPC IN E     -   0.99996681  x   0.99999026  =   0.99995707
 MD1561!UTM  16      -   0.99996681  x   0.99989844  =   0.99986526
 MD1561
 MD1561:                Primary Azimuth Mark                     Grid Az
 MD1561:SPC IN E     -  FORT WAYNE NORTH BASE                    358 00 10.8
 MD1561:UTM  16      -  FORT WAYNE NORTH BASE                    357 07 33.4
 MD1561
 MD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5571953487(NAD 83)
 MD1561
 MD1561|---------------------------------------------------------------------|
 MD1561| PID    Reference Object                     Distance      Geod. Az  |
 MD1561|                                                           dddmmss.s |
 MD1561| CC8725 FORT WAYNE S BASE RM 1               32.497 METERS 06344     |
 MD1561| MD1557 FORT WAYNE INTL HARVESTER TWR       APPROX. 8.0 KM 1420535.4 |
 MD1561| MD1551 FORT WAYNE FREUHAUF TRAILER TK      APPROX. 6.7 KM 1525617.4 |
 MD1561| MD1548 FORT WAYNE BOWSER INC TANK          APPROX. 6.4 KM 1604754.5 |
 MD1561| MD1563 FORT WAYNE LINCOLN BLDG BCN         APPROX. 4.3 KM 1725154.8 |
 MD1561| MD1562 FORT WAYNE RADIO STA WOWO ANT       APPROX. 4.6 KM 1751943.6 |
 MD1561| MD1564 FORT WAYNE ALLIED MILLS TANK        APPROX. 4.6 KM 2043935.6 |
 MD1561| MD1560 FORT WAYNE SALISBURY AXLE STK       APPROX. 3.2 KM 2262521.4 |
 MD1561| CC8724 FORT WAYNE S BASE AZ MK                            2765227.9 |
 MD1561| MD1568 WOWO RADIO ANTENNA                  APPROX. 5.2 KM 2901154.0 |
 MD1561| CC8726 FORT WAYNE S BASE RM 2               57.470 METERS 32730     |
 MD1561| MD1566 ALLEN CO INFIRMARY TALLER STK       APPROX. 8.9 KM 3443924.3 |
 MD1561| MD0703 FORT WAYNE NORTH BASE               APPROX. 7.7 KM 3582045.4 |
 MD1561|---------------------------------------------------------------------|
 MD1561
 MD1561                          SUPERSEDED SURVEY CONTROL
 MD1561
 MD1561  NAD 83(1995)-  41 07 03.92615(N)    085 08 42.64515(W) AD(       ) 1
 MD1561  NAD 83(1986)-  41 07 03.92657(N)    085 08 42.65465(W) AD(       ) 1
 MD1561  NAD 27      -  41 07 03.75150(N)    085 08 42.75900(W) AD(       ) 1
 MD1561  NGVD 29             244.63   (m)          802.6    (f) LEVELING    3  
 MD1561
 MD1561.Superseded values are not recommended for survey control.
 MD1561
 MD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1561.See file dsdata.pdf to determine how the superseded data were derived.
 MD1561
 MD1561_MARKER: DS = TRIANGULATION STATION DISK
 MD1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1561_STAMPING: SOUTH BASE 1946
 MD1561_MARK LOGO: CGS
 MD1561_PROJECTION: FLUSH
 MD1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1561+STABILITY: SURFACE MOTION
 MD1561
 MD1561  HISTORY     - Date     Condition        Report By
 MD1561  HISTORY     - 1946     MONUMENTED       CGS
 MD1561  HISTORY     - 1947     GOOD             CGS
 MD1561  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1561  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1561  HISTORY     - 1972     MARK NOT FOUND   NGS
 MD1561
 MD1561                          STATION DESCRIPTION
 MD1561
 MD1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1561'STATION IS LOCATED ABOUT 3 MILES NORTH OF FORT WAYNE ON THE WEST SIDE
 MD1561'OF THE NEW YORK CENTRAL R.R. AND ABOUT 75 YARDS OUTHWEST OF THE
 MD1561'SOUTHWEST CORNER OF THE FORT WAYNE MOTOR SPEEDWAY.  IT IS 127 FEET
 MD1561'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE
 MD1561'N.Y.C.R.R. TRACK, 117 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD
 MD1561'AND 52 FEET WEST OF THE WEST RAIL OF THE RAILROAD.  THE MARK IS FLUSH
 MD1561'AND THE DISK IS STAMPED SOUTH BASE 1946
 MD1561'
 MD1561'REFERENCE MARK NO. 1 IS 106.62 FEET NORTHEAST OF THE STATION.  IT IS
 MD1561'41.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 72 FEET SOUTH OF THE
 MD1561'APPROXIMATE CENTER OF THE ROAD, 7 FEET WEST OF THE FENCE AND 7 FEET
 MD1561'NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MD1561'DISK IS STAMPED SOUTH BASE NO 1 1946.
 MD1561'
 MD1561'REFERENCE MARK NO. 2 IS 188.55 FEET NORTHWEST OF THE STATION.  IT IS
 MD1561'46 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 3 FEET EAST OF A
 MD1561'TELEPHONE POLE NO 5469 AND 3 FEET SOUTH OF THE FENCE.  THE MARK
 MD1561'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SOUTH BASE NO 2 1946.
 MD1561'
 MD1561'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ON THE NORTHEAST CORNER
 MD1561'OF STATE HIGHWAY 3 AND A MACADAM CROSSROAD.  IT IS 43 FEET NORTH OF
 MD1561'THE APPROXIMATE CENTER OF THE MACADAM ROAD, 45 FEET EAST OF THE FENCE
 MD1561'CORNER, 5 FEET SOUTH OF THE FENCE AND 4.5 FEET EAST OF A WHITE WITNESS
 MD1561'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED SOUTH
 MD1561'BASE 1946.
 MD1561'
 MD1561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 MD1561'HIGHWAY 427 ABOUT 2 MILES NORTH OF FORT WAYNE, GO NORTH ON U.S.
 MD1561'HIGHWAY 27 FOR 0.6 MILE TO A MACADAM ROAD LEFT, TURN LEFT AND GO 0.5
 MD1561'MILE TO THE N.Y.C.R.R. TRACK AND STATION ON THE RIGHT.  CONTINUE
 MD1561'STRAIGHT AGEAD FOR 0.2 MILE TO STATE HIGHWAY 3 AND THE AZIMUTH MARK.
 MD1561'
 MD1561'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1561
 MD1561                          STATION RECOVERY (1947)
 MD1561
 MD1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1561'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1946 AND ALL MARKS
 MD1561'WERE FOUND IN GOOD CONDITION.  DUE TO THE CONSTRUCTION OF A NEW
 MD1561'HIGHWAY THE 1946 AZIMUTH MARK IS TO BE DESTROYED AND A NEW MARK WAS
 MD1561'ESTABLISHED AT THIS TIME AND DESCRIBED BELOW.
 MD1561'
 MD1561'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION ON THE EAST SIDE
 MD1561'OF THE N.Y.  CENTRAL R.R.  IT IS 300 FEET NORTH OF THE INTERSECTION OF
 MD1561'THE TRACKS AND STATE HIGHWAY 3, 100 FEET EAST OF THE SUN OIL CO GAS
 MD1561'TANKS, 49 FEET SOUTH OF A TELEPHONE POLE, 40.7 FEET EAST OF THE EAST
 MD1561'RAIL OF THE RAILROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1561'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SOUTH BASE 1946
 MD1561'RESET 1947. NOTE 11A.
 MD1561'
 MD1561'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST 0.25 MILE TO STATE
 MD1561'HIGHWAY 3, TURN LEFT ON HIGHWAY 3 AND GO 0.3 MILE TO THE RAILROAD
 MD1561'CROSSING AND THE AZIMUTH MARK AS DESCRIBED.
 MD1561'
 MD1561'DISTANCES AND DIRECTIONS TO THE AZIMUTH MARKS.
 MD1561
 MD1561                          STATION RECOVERY (1963)
 MD1561
 MD1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD1561'DESTROYED.  THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE
 MD1561'SEARCHED FOR AND ONLY R.M. 1 AND AZIMUTH MARK WERE FOUND.  R.M. 2 IS
 MD1561'DESTROYED BECAUSE OF HIGHWAY CONSTRUCTION.  THE STATION MARK IS IN THE
 MD1561'PARKING LOT OF THE RELIABLE GARDEN STORE.  MEASUREMENTS WERE MADE FROM
 MD1561'THE EAST RAIL OF THE RAILROAD, R.M. 1 AND U.S.  HIGHWAY 30 AND A HOLE
 MD1561'WAS DUG TO THE DEPTH OF 8 FEET WHERE WATER MADE IT IMPOSSIBLE TO DIG
 MD1561'FARTHER.  DUE TO CONSTRUCTION, NEW MEASUREMENTS FOR R.M. 1 ARE AS
 MD1561'FOLLOWS- IT IS 69.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30
 MD1561'AND 40.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD.  THE REMAINDER OF
 MD1561'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MD1561
 MD1561                          STATION RECOVERY (1963)
 MD1561
 MD1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1561'ONLY THE AZIMUTH MARK AND NO. 1 REFERENCE MARK WERE RECOVERED.  THESE
 MD1561'ARE IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED, THO BRUSH
 MD1561'OBSTRUCTS THE AZIMUTH MARK.
 MD1561'
 MD1561'ABOUT 2-3/4 MILES AIR LINE N OF THE HEART OF FORT WAYNE, ABOUT 0.5
 MD1561'MILE W ALONG NOS.  324 INDIANA, 30 AND 33 U. S. BYPASS HWYS. OR
 MD1561'CALIFORNIA ROAD FROM ITS INTERSECTION WITH NO.  27 U. S. HWY., OR
 MD1561'ABOUT 0.2 MILE E OF ITS INTERSECTION WITH NO. 3 INDIANA HWY., IN THE
 MD1561'SW ANGLE OF THE INTERSECTION OF THE ROAD AND BRANCH LINE NEW YORK
 MD1561'CENTRAL RAILROAD, AND IN THE ORIGINAL DESCRIPTION DESCRIBED AS 117
 MD1561'FEET S OF CENTER LINE OF THE ROAD AND 52 FEET W OF W RAIL.  THE SITE
 MD1561'REPORTEDLY HAS BEEN FILLED TO PROVIDE BUSINESS SITES, BUT IT IS
 MD1561'SUSPECTED THAT IT WAS PREVIOUSLY EXCAVATED TO PROVIDE EARTH FOR THE
 MD1561'ROAD FILL, BECAUSE THE REMAINING REFERENCE MARK IS ON A DEFINITE RIDGE
 MD1561'JUST ACROSS THE RAILROAD TRACKS.
 MD1561'
 MD1561'REFERENCE STAMPED SOUTH BASE NO 1 1946, NOTE 11A, PROJECTS 0.2 FOOT,
 MD1561'IS 68 FEET S OF CENTER LINE OF CALIFORNIA ROAD (NOW A 22-FOOT
 MD1561'PAVEMENT), 2.7 FEET HIGHER THAN SAME, 40.3 FEET E OF E RAIL OF THE
 MD1561'RAILROAD.
 MD1561'
 MD1561'AZIMUTH MARK STAMPED SOUTH BASE 1946 RESET 1947, NOTE 16A, PROJECTS
 MD1561'0.1 FOOT, IS ABOUT 0.35 MILE S IN AZIMUTH 354 DEG 35 MIN 57.6 SEC FROM
 MD1561'THE STATION SITE, ABOUT 300 FEET N OF OBLIQUE CROSSING OF RAILROAD AND
 MD1561'NO. 3 INDIANA HWY., 40.7 FEET E OF E RAIL, 1.6 FEET HIGHER THAN TOP OF
 MD1561'SAME, 8.5 FEET S OF PROJECTED LINE OF S SIDE OF CONCRETE SUPPORT
 MD1561'PILLARS OF THE S ONE OF FOUR HORIZONTAL OIL STORAGE TANKS ON W SIDE OF
 MD1561'R.R., AND 1.7 FEET NE OF STEEL WITNESS POST.
 MD1561
 MD1561                          STATION RECOVERY (1972)
 MD1561
 MD1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MD1561'REFERENCE MARK 1 AND THE RESET AZIMUTH MARK WERE FOUND IN GOOD
 MD1561'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 MD1561'DESTROYED AS MENTIONED IN PREVIOUS RECOVERY NOTE.  A SEARCH WAS MADE
 MD1561'FOR THE STATION MARK BY USING THE MEASUREMENT FROM REFERENCE MARK 1
 MD1561'AND RAILROAD BUT NOTHING COULD BE FOUND.  THE LINE OF SIGHT TO THE
 MD1561'AZIMUTH MARK IS OBSTRUCTED BY BRUSH AND TREES AND NO ANGLE COULD BE
 MD1561'TURNED FOR A MORE PRECISE POINT TO SEARCH FOR THE STATION MARK.  NONE
 MD1561'OF THE OLD AZIMUTH OBJECTS ARE VISIBLE.  REFERENCE MARK 1 WAS FOUND IN
 MD1561'THE WAY OF ROAD WORK AND WAS DESTROYED AT THE REQUEST OF THE HIGHWAY
 MD1561'DEPARTMENT.  BELOW IS A LIST OF THE TIES MADE TO REFERENCE MARK 1 SO
 MD1561'THAT A MORE THOROUGH SEARCH CAN BE MADE FOR THE STATION MARK AT SOME
 MD1561'LATER DATE.
 MD1561'
 MD1561'R.P. 1 IS A NAIL IN THE SOUTHWEST SIDE OF A 20 INCH OAK TREE ABOUT 1
 MD1561'FOOT ABOVE THE GROUND.  109.00 FT.
 MD1561'
 MD1561'R.P. 2 IS A NAIL IN THE WEST SIDE OF A POWER POLE ABOUT 1 FOOT ABOVE
 MD1561'THE GROUND.  30.60 FT.
 MD1561'
 MD1561'R.P. 3 IS A NAIL IN THE EAST SIDE OF THE NORTH 1 OF 5 SIGN POST ABOUT
 MD1561'6 INCHES ABOVE THE GROUND.  41.40 FT.
 MD1561'
 MD1561'R.P. 4 IS A NAIL IN THE NORTHWEST SIDE OF A POWER POLE ABOUT 5 FEET
 MD1561'ABOVE THE GROUND.  101.28 FT.
 MD1561'
 MD1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1532 ***********************************************************************
 LB1532  DESIGNATION -  FOUNT C 1
 LB1532  PID         -  LB1532
 LB1532  STATE/COUNTY-  IN/FOUNTAIN
 LB1532  COUNTRY     -  US
 LB1532  USGS QUAD   -  ATTICA (2019)
 LB1532
 LB1532                         *CURRENT SURVEY CONTROL
 LB1532  ______________________________________________________________________
 LB1532* NAD 83(1986) POSITION- 40 15 38.     (N) 087 14 36.     (W)   SCALED
 LB1532* NAVD 88 ORTHO HEIGHT -   193.730 (meters)      635.60  (feet) ADJUSTED
 LB1532  ______________________________________________________________________
 LB1532  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 LB1532  DYNAMIC HEIGHT  -        193.632 (meters)      635.27  (feet) COMP
 LB1532  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 LB1532
 LB1532  VERT ORDER      -  SECOND    CLASS 0
 LB1532
 LB1532.The horizontal coordinates were scaled from a map and have
 LB1532.an estimated accuracy of +/- 6 seconds.
 LB1532
 LB1532.The orthometric height was determined by differential leveling and
 LB1532.adjusted by the NATIONAL GEODETIC SURVEY
 LB1532.in June 1991.
 LB1532
 LB1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1532.GEOID18 height accuracy estimate available here.
 LB1532
 LB1532.Click photographs - Photos may exist for this station.
 LB1532
 LB1532.The dynamic height is computed by dividing the NAVD 88
 LB1532.geopotential number by the normal gravity value computed on the
 LB1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1532.degrees latitude (g = 980.6199 gals.).
 LB1532
 LB1532.The modeled gravity was interpolated from observed gravity values.
 LB1532
 LB1532;                    North         East    Units  Estimated Accuracy
 LB1532;SPC IN W     -   556,460.      886,390.      MT  (+/- 180 meters Scaled)
 LB1532
 LB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793567(NAD 83)
 LB1532
 LB1532                          SUPERSEDED SURVEY CONTROL
 LB1532
 LB1532  NGVD 29 (??/??/92)  193.803  (m)          635.84   (f) ADJ UNCH    2 0
 LB1532
 LB1532.Superseded values are not recommended for survey control.
 LB1532
 LB1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1532.See file dsdata.pdf to determine how the superseded data were derived.
 LB1532
 LB1532_MARKER: DD = SURVEY DISK
 LB1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1532_SP_SET: CULVERT
 LB1532_STAMPING: FOUNT C 1
 LB1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1532
 LB1532  HISTORY     - Date     Condition        Report By
 LB1532  HISTORY     - UNK      MONUMENTED       INHD
 LB1532  HISTORY     - 1946     GOOD             CGS
 LB1532
 LB1532                          STATION DESCRIPTION
 LB1532
 LB1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1532'2.5 MI S FROM ATTICA.
 LB1532'ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1532'AT ATTICA, ABOUT 100 YARDS SOUTH OF THE MURDOCK STOCK FARM BARN,
 LB1532'AT A 30 FOOT CONCRETE CULVERT NO. 41-0-79-87, 21.4 FEET EAST OF
 LB1532'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE
 LB1532'NORTHWEST END OF THE SOUTHEAST WING WALL OF THE CULVERT.  AN
 LB1532'INDIANA STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED FOUNT
 LB1532'C 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1932 ***********************************************************************
 KA1932  DESIGNATION -  FOUNTAIN
 KA1932  PID         -  KA1932
 KA1932  STATE/COUNTY-  IN/MARION
 KA1932  COUNTRY     -  US
 KA1932  USGS QUAD   -  BEECH GROVE (2019)
 KA1932
 KA1932                         *CURRENT SURVEY CONTROL
 KA1932  ______________________________________________________________________
 KA1932* NAD 83(1997) POSITION- 39 38 45.22449(N) 086 06 54.94813(W)   ADJUSTED
 KA1932* NAVD 88 ORTHO HEIGHT -   242.66  (+/-2cm)      796.1   (feet) VERTCON3
 KA1932  ______________________________________________________________________
 KA1932  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 KA1932  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 KA1932  HORZ ORDER      -  SECOND
 KA1932  VERT ORDER      -  THIRD ? (See Below)
 KA1932
 KA1932.The horizontal coordinates were established by classical geodetic methods
 KA1932.and adjusted by the National Geodetic Survey in May 1999.
 KA1932
 KA1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1932
 KA1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1932.GEOID18 height accuracy estimate available here.
 KA1932
 KA1932.The vertical order pertains to the NGVD 29 superseded value.
 KA1932
 KA1932.Click photographs - Photos may exist for this station.
 KA1932
 KA1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1932
 KA1932. The following values were computed from the NAD 83(1997) position.
 KA1932
 KA1932;                    North         East     Units Scale Factor Converg.
 KA1932;SPC IN E     -   488,298.483    61,496.668   MT  0.99998491   -0 17 10.4
 KA1932;SPC IN E     - 1,602,025.94    201,760.32   sFT  0.99998491   -0 17 10.4
 KA1932;UTM  16      - 4,388,830.270   575,910.068   MT  0.99967094   +0 33 52.3
 KA1932
 KA1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1932!SPC IN E     -   0.99996716  x   0.99998491  =   0.99995207
 KA1932!UTM  16      -   0.99996716  x   0.99967094  =   0.99963811
 KA1932
 KA1932:                Primary Azimuth Mark                     Grid Az
 KA1932:SPC IN E     -  FULTON                                   343 33 42.4
 KA1932:UTM  16      -  FULTON                                   342 42 39.7
 KA1932
 KA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7591088830(NAD 83)
 KA1932
 KA1932|---------------------------------------------------------------------|
 KA1932| PID    Reference Object                     Distance      Geod. Az  |
 KA1932|                                                           dddmmss.s |
 KA1932| CF3106 SOUTHPORT BAPTIST CHURCH SP                        0000752.7 |
 KA1932| KA1952 FULTON                              APPROX. 3.9 KM 3431632.0 |
 KA1932|---------------------------------------------------------------------|
 KA1932
 KA1932                          SUPERSEDED SURVEY CONTROL
 KA1932
 KA1932  NAD 83(1986)-  39 38 45.23179(N)    086 06 54.97204(W) AD(       ) 2
 KA1932  NAD 27      -  39 38 45.06500(N)    086 06 55.02000(W) AD(       ) 2
 KA1932  USSD        -  39 38 45.13200(N)    086 06 54.79600(W) AD(       ) 3
 KA1932  NGVD 29             242.78   (m)          796.5    (f) LEVELING    3  
 KA1932
 KA1932.Superseded values are not recommended for survey control.
 KA1932
 KA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1932.See file dsdata.pdf to determine how the superseded data were derived.
 KA1932
 KA1932_MARKER: DS = TRIANGULATION STATION DISK
 KA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1932_STAMPING: FOUNTAIN 1920
 KA1932_MARK LOGO: CGS
 KA1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1932+STABILITY: SURFACE MOTION
 KA1932
 KA1932  HISTORY     - Date     Condition        Report By
 KA1932  HISTORY     - 1920     MONUMENTED       CGS
 KA1932  HISTORY     - 1961     SEE DESCRIPTION  THOMAS
 KA1932  HISTORY     - 1975     GOOD             LOCSUR
 KA1932
 KA1932                          STATION DESCRIPTION
 KA1932
 KA1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1932'ON THE W SIDE OF THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 5.390
 KA1932'METERS 17.68 FEET FROM THE W AND NEAREST RAIL, ABOUT ABOUT 3
 KA1932'MILES N OF GREENWOOD, ON TOP OF A CUT AND ABOUT 540 YARDS S OF THE
 KA1932'ROAD CROSSING GOING E FROM INTERURBAN STATION NO. 11. THE
 KA1932'STATION AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1932'THERE IS NO REFERENCE MARK.
 KA1932
 KA1932                          STATION RECOVERY (1961)
 KA1932
 KA1932'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1932'FOUNTAIN - 1920 SURFACE MARK OVER TURNED - UNDERGROUND MARK
 KA1932'UNDISTURBED.
 KA1932'
 KA1932'THE UNDERGROUND MARK WAS FOUND UNDISTURBED.  THE SURFACE MARK HAD
 KA1932'BEEN OVERTURNED, BY POSSIBLY FROST AND EROSION.  THE SURFACE MARK
 KA1932'WAS RESET, STILL IN THE ORIGINAL CONCRETE, ON TOP OF A 6 INCHES
 KA1932'LAYER OF SANDY SOIL ON TOP OF THE UNDERGROUND MARK.  ALTHOUGH
 KA1932'SOIL AROUND THE CONCRETE WAS WELL TAMPED THE SURFACE MARK COULD
 KA1932'EASILY BE DISTURBED.  THE SURFACE MARK NOW PROJECTS ABOUT 4
 KA1932'INCHES AND IS APPROXIMATELY 1.5 FEET ABOVE THE RAIL AND 17.79
 KA1932'FEET WEST OF THE GUAGE LINE OF THE WEST RAIL.  THE STATION IS 306
 KA1932'FEET NORTHWESTERLY FROM A 27 INCHES WALNUT TREE 1 FOOT WEST OF
 KA1932'THE WEST R/W FENCE.  THE WALNUT IS ON THE HIGHEST PART OF A
 KA1932'KNOLL.
 KA1932
 KA1932                          STATION RECOVERY (1975)
 KA1932
 KA1932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1932'FOUNTAIN RECOVERED IN GOOD CONDITION.
 KA1932'
 KA1932'1920 RECOVERED IN GOOD CONDITION.
 KA1932'
 KA1932'FOUNTAIN 1920 RECOVERED IN GOOD CONDITION.
 KA1932'
 KA1932'REF. TIES AV. AT MARION CO SURVEYORS OFFICE, INDPLS IN.
 KA1932'
 KA1932'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES N OF
 KA1932'GREENWOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1820 ***********************************************************************
 MD1820  DESIGNATION -  FOUNTAIN
 MD1820  PID         -  MD1820
 MD1820  STATE/COUNTY-  IN/DE KALB
 MD1820  COUNTRY     -  US
 MD1820  USGS QUAD   -  HICKSVILLE (2016)
 MD1820
 MD1820                         *CURRENT SURVEY CONTROL
 MD1820  ______________________________________________________________________
 MD1820* NAD 83(1997) POSITION- 41 16 37.09210(N) 084 48 13.26769(W)   ADJUSTED
 MD1820* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 MD1820  ______________________________________________________________________
 MD1820  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 MD1820  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 MD1820  HORZ ORDER      -  SECOND
 MD1820
 MD1820.The horizontal coordinates were established by classical geodetic methods
 MD1820.and adjusted by the National Geodetic Survey in May 1999.
 MD1820
 MD1820.The orthometric height was scaled from a topographic map.
 MD1820
 MD1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1820.GEOID18 height accuracy estimate available here.
 MD1820
 MD1820.Click photographs - Photos may exist for this station.
 MD1820
 MD1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1820
 MD1820. The following values were computed from the NAD 83(1997) position.
 MD1820
 MD1820;                    North         East     Units Scale Factor Converg.
 MD1820;SPC IN E     -   669,675.730   172,300.241   MT  1.00003097   +0 34 09.6
 MD1820;SPC IN E     - 2,197,094.46    565,288.37   sFT  1.00003097   +0 34 09.6
 MD1820;SPC OH N     -   181,367.371   407,025.526   MT  0.99994579   -1 30 48.3
 MD1820;SPC OH N     -   595,036.12  1,335,382.91   sFT  0.99994579   -1 30 48.3
 MD1820;UTM  16      - 4,571,830.522   683,943.947   MT  1.00001643   +1 26 57.5
 MD1820
 MD1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1820!SPC IN E     -   0.99996747  x   1.00003097  =   0.99999844
 MD1820!SPC OH N     -   0.99996747  x   0.99994579  =   0.99991326
 MD1820!UTM  16      -   0.99996747  x   1.00001643  =   0.99998390
 MD1820
 MD1820:                Primary Azimuth Mark                     Grid Az
 MD1820:SPC IN E     -  FOUNTAIN AZ MK                           230 25 26.4
 MD1820:SPC OH N     -  FOUNTAIN AZ MK                           232 30 24.3
 MD1820:UTM  16      -  FOUNTAIN AZ MK                           229 32 38.5
 MD1820
 MD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8394371830(NAD 83)
 MD1820
 MD1820|---------------------------------------------------------------------|
 MD1820| PID    Reference Object                     Distance      Geod. Az  |
 MD1820|                                                           dddmmss.s |
 MD1820| CE6088 FOUNTAIN RM 2                        25.094 METERS 18003     |
 MD1820| CE6086 FOUNTAIN AZ MK                                     2305936.0 |
 MD1820| CE6087 FOUNTAIN RM 1                        28.978 METERS 35941     |
 MD1820|---------------------------------------------------------------------|
 MD1820
 MD1820                          SUPERSEDED SURVEY CONTROL
 MD1820
 MD1820  NAD 83(1995)-  41 16 37.09207(N)    084 48 13.26774(W) AD(       ) 2
 MD1820  NAD 83(1986)-  41 16 37.09329(N)    084 48 13.28391(W) AD(       ) 2
 MD1820  NAD 27      -  41 16 36.91250(N)    084 48 13.42790(W) AD(       ) 2
 MD1820
 MD1820.Superseded values are not recommended for survey control.
 MD1820
 MD1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1820.See file dsdata.pdf to determine how the superseded data were derived.
 MD1820
 MD1820_MARKER: DS = TRIANGULATION STATION DISK
 MD1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1820_STAMPING: FOUNTAIN 1947
 MD1820_MARK LOGO: CGS
 MD1820_PROJECTION: FLUSH
 MD1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1820+STABILITY: SURFACE MOTION
 MD1820
 MD1820  HISTORY     - Date     Condition        Report By
 MD1820  HISTORY     - 1947     MONUMENTED       CGS
 MD1820  HISTORY     - 1960     GOOD             CGS
 MD1820
 MD1820                          STATION DESCRIPTION
 MD1820
 MD1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1820'THE STATION IS LOCATED 8-1/2 MILES NORTHEAST OF HARLAN, 6-1/2 MILES
 MD1820'EAST OF SPENCERVILLE AND 0.4 MILE SOUTH OF FOUNTAIN CORNERS AND THE
 MD1820'STATE LINE GROCERY.  IT IS 21 FEET WEST OF THE CENTER OF A GRAVEL
 MD1820'ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 MD1820'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOUNTAIN 1947.
 MD1820'
 MD1820'REFERENCE MARK NO. 1 IS 95.07 FEET NORTH OF THE STATION AND 20 FEET
 MD1820'WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND
 MD1820'THE DISK IS STAMPED FOUNTAIN NO 1 1947.
 MD1820'
 MD1820'REFERENCE MARK NO. 2 IS 82.33 FEET SOUTH OF THE STATION AND 22 FEET
 MD1820'WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND
 MD1820'THE DISK IS STAMPED FOUNTAIN NO 2 1947.
 MD1820'
 MD1820'THE AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF THE STATION, 22 FEET NORTH
 MD1820'OF THE CENTER OF A GRAVEL ROAD, 16 FEET EAST OF A GRAVEL ROAD, 3 FEET
 MD1820'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE CORNER.
 MD1820'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FOUNTAIN 1947.
 MD1820'
 MD1820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4 MILE TO
 MD1820'STATE HIGHWAY 37, TURN RIGHT AND GO 0.1 MILE TO A FORKS, TURN RIGHT
 MD1820'AND GO 0.5 MILE TO THE MARK ON THE RIGHT.
 MD1820'
 MD1820'TO REACH THE STATION FROM THE JUNCTION OF INDIANA STATE HIGHWAY 8 AND
 MD1820'OHIO STATE HIGHWAY 18 WHICH IS 2-1/2 MILES SOUTHEAST OF NEWVILLE, GO
 MD1820'SOUTH ON A GRAVEL ROAD FOR O.4 MILES TO THE STATION ON THE RIGHT AS
 MD1820'DESCRIBED.
 MD1820'
 MD1820'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1820
 MD1820                          STATION RECOVERY (1960)
 MD1820
 MD1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1820'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 MD1820'THE STATION IS 0.4 MILE N (AND NOT S) OF FOUNTAIN CORNERS WHICH
 MD1820'APPARENTLY LITTLE KNOWN AS SUCH IS SOME 50 OR 100 YARDS FROM THE SE
 MD1820'CORNER OF DE KALB COUNTY.  THERE IS STILL A STATE LINE GROCERY IN NE
 MD1820'ANGLE OF THE CROSSROADS.  STATION IS ON CREST OF RIDGE, AND 2.7 FEET
 MD1820'NW OF STEEL WITNESS POST, AND 269 FEET N OF A FENCE CORNER THAT IS ON
 MD1820'W SIDE OF STATE LINE ROAD.
 MD1820'
 MD1820'THE AZIMUTH MARK IS 0.7 MILE SW OF STATION, ON CREST OF RIDGE, AND 2.0
 MD1820'FEET W OF STEEL WITNESS POST (WOODEN WITNESS POST AND FENCE CORNER ARE
 MD1820'GONE), MARK IS DESCRIBED BY NOTE 16 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1708 ***********************************************************************
 JA1708  DESIGNATION -  FOUNTAIN
 JA1708  PID         -  JA1708
 JA1708  STATE/COUNTY-  IN/JACKSON
 JA1708  COUNTRY     -  US
 JA1708  USGS QUAD   -  NORMAN (2019)
 JA1708
 JA1708                         *CURRENT SURVEY CONTROL
 JA1708  ______________________________________________________________________
 JA1708* NAD 83(1997) POSITION- 38 56 36.86576(N) 086 15 17.40456(W)   ADJUSTED
 JA1708* NAVD 88 ORTHO HEIGHT -   272.21  (+/-2cm)      893.1   (feet) VERTCON3
 JA1708  ______________________________________________________________________
 JA1708  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 JA1708  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 JA1708  HORZ ORDER      -  FIRST
 JA1708  VERT ORDER      -  THIRD ? (See Below)
 JA1708
 JA1708.The horizontal coordinates were established by classical geodetic methods
 JA1708.and adjusted by the National Geodetic Survey in May 1999.
 JA1708
 JA1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1708
 JA1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1708.GEOID18 height accuracy estimate available here.
 JA1708
 JA1708.The vertical order pertains to the NGVD 29 superseded value.
 JA1708
 JA1708.Click photographs - Photos may exist for this station.
 JA1708
 JA1708.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1708
 JA1708. The following values were computed from the NAD 83(1997) position.
 JA1708
 JA1708;                    North         East     Units Scale Factor Converg.
 JA1708;SPC IN E     -   410,396.859    49,010.193   MT  0.99999867   -0 22 10.9
 JA1708;SPC IN E     - 1,346,443.69    160,794.27   sFT  0.99999867   -0 22 10.9
 JA1708;SPC IN W     -   410,558.770   971,824.972   MT  1.00003017   +0 31 14.8
 JA1708;SPC IN W     - 1,346,974.90  3,188,395.76   sFT  1.00003017   +0 31 14.8
 JA1708;UTM  16      - 4,310,778.897   564,576.783   MT  0.99965135   +0 28 06.2
 JA1708
 JA1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1708!SPC IN E     -   0.99996250  x   0.99999867  =   0.99996117
 JA1708!SPC IN W     -   0.99996250  x   1.00003017  =   0.99999267
 JA1708!UTM  16      -   0.99996250  x   0.99965135  =   0.99961386
 JA1708
 JA1708:                Primary Azimuth Mark                     Grid Az
 JA1708:SPC IN E     -  FOUNTAIN AZ MK                           311 42 34.4
 JA1708:SPC IN W     -  FOUNTAIN AZ MK                           310 49 08.7
 JA1708:UTM  16      -  FOUNTAIN AZ MK                           310 52 17.3
 JA1708
 JA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6457610778(NAD 83)
 JA1708
 JA1708|---------------------------------------------------------------------|
 JA1708| PID    Reference Object                     Distance      Geod. Az  |
 JA1708|                                                           dddmmss.s |
 JA1708| CG7843 FOUNTAIN RM 5                        29.597 METERS 10633     |
 JA1708| CG7842 FOUNTAIN RM 4                         9.306 METERS 18002     |
 JA1708| CG7841 FOUNTAIN AZ MK                                     3112023.5 |
 JA1708|---------------------------------------------------------------------|
 JA1708
 JA1708                          SUPERSEDED SURVEY CONTROL
 JA1708
 JA1708  NAD 83(1986)-  38 56 36.86989(N)    086 15 17.40537(W) AD(       ) 1
 JA1708  NAD 27      -  38 56 36.68500(N)    086 15 17.45400(W) AD(       ) 1
 JA1708  USSD        -  38 56 36.82400(N)    086 15 17.29000(W) AD(       ) 3
 JA1708  NGVD 29             272.32   (m)          893.4    (f) LEVELING    3  
 JA1708
 JA1708.Superseded values are not recommended for survey control.
 JA1708
 JA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1708.See file dsdata.pdf to determine how the superseded data were derived.
 JA1708
 JA1708_MARKER: DS = TRIANGULATION STATION DISK
 JA1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1708_STAMPING: FOUNTAIN 1887 1946
 JA1708_MARK LOGO: CGS
 JA1708_PROJECTION: RECESSED 51 CENTIMETERS
 JA1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1708+STABILITY: SURFACE MOTION
 JA1708
 JA1708  HISTORY     - Date     Condition        Report By
 JA1708  HISTORY     - 1887     MONUMENTED       CGS
 JA1708  HISTORY     - 1935     GOOD             CGS
 JA1708  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JA1708  HISTORY     - 1967     GOOD             CGS
 JA1708
 JA1708                          STATION DESCRIPTION
 JA1708
 JA1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (GAF)
 JA1708'ABOUT 2-1/2 MILES FROM THE TOWN OF CLEAR SPRINGS, IN THE NW 1/4 SEC.
 JA1708'24, T. 6 N., R. 2 E., ON LAND BELONGING TO THOMAS FOUNTAIN,
 JA1708'A SHORT DISTANCE NORTHWEST OF HIS HOUSE AND BARN. THE STATION IS IN
 JA1708'AN OPEN FIELD NEAR THE EDGE OF A BEECH WOODS. THE STATION IS
 JA1708'MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES SQUARE AND 30
 JA1708'INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND G.S. THE
 JA1708'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6 INCHES
 JA1708'LONG MARKED WITH THE RAISED LETTERS U.S.C.S. THE THREE
 JA1708'REFERENCE MARKS ARE STONE POST 6 INCHES SQUARE AND 30 INCHES
 JA1708'LONG. THE REFERENCE MARKS ARE AT THE EDGE OF THE WOODS AT THE
 JA1708'FOLLOWING DISTANCES AND MAGNETIC BEARINGS FROM THE STATION,
 JA1708'26.88 METERS S. 62 DEG. 36 FT. W. 22.89 METERS N. 55 DEG. 04 FT W.,
 JA1708'AND 19.00 METERS N. 18 DEG. 41 FT. E. A LONE BEECH TREE 6.7
 JA1708'METERS SOUTHEAST OF THE FIRST REFERENCE MARK BEARS S. 48. DEG. 16 FT.
 JA1708'W. MAG. FROM THE STATION.
 JA1708
 JA1708                          STATION RECOVERY (1935)
 JA1708
 JA1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1708'THE BEECH WOODS GIVEN IN THE DESCRIPTION ARE GONE. THE DISTANCE 2-1/2
 JA1708'MILES FROM CLEAR SPRINGS SHOULD BE ABOUT 3-1/4 MILES NORTHWEST OF
 JA1708'CLEAR SPRINGS ALSO KNOWN AS MOONEY.
 JA1708'
 JA1708'FOUND THE SURFACE MARKER FOR THE STATION STANDING ABOUT FLUSH WITH
 JA1708'THE GROUND IN ITS ORIGINAL LOCATION. FOUND ONE REFERENCE STONE
 JA1708'26.88 METERS S. 62 DEG. 36 FT. W. IN GOOD CONDITON. ONE REFERENCE
 JA1708'STONE 19 METERS N. 18 DEG. 41 FT.  E. APPEARS TO HAVE BEEN MOVED,
 JA1708'ITS PRESENT LOCATION DOES NOT SEEM TO FIT THE DATA BY A SMALL
 JA1708'DISTANCE AND BEARING, IT IS 65 FEET NO. 20 DEG. E, THE OTHER
 JA1708'REFERENCE STONE NOT FOUND, THE LONE BEECH TREE NEAR THE FIRST STONE
 JA1708'IS GONE. THE ORIGINAL THOMAS FOUNTAIN HOUSE AND BARN STILL
 JA1708'REMAIN. SECTION OK.
 JA1708'
 JA1708'RECOMMEND RE-MARKING.
 JA1708'
 JA1708'INFORMATION SEE MR. KEITHLEY WHO LIVES ABOUT 1/4 MILE EAST OF THE
 JA1708'STATION AND WHO WAS WITH ME WHEN RECOVERED.
 JA1708'
 JA1708'ABOUT 15.5 MILES NORTHWEST OF BROWNSTOWN VIA THE CLEAR SPRINGS PIKE,
 JA1708'ABOUT 3.3 MILES WEST AND NORTH OF CLEAR SPRINGS, ABOUT 0.3 MILES
 JA1708'WEST OF MR. KEITHLEYS HOME AT THE CORNER OF THE ROAD, AT A POINT
 JA1708'WHERE THERE IS A HOUSE WITH AN ORNAMENTAL SLATE ROOF JUST
 JA1708'SOUTH OF THE ROAD, THEN NORTH OF THE ROAD IN A CULTIVATED FIELD AND
 JA1708'ABOUT 100 YARDS NORTH AND WEST OF THE ORIGINAL TOM FOUNTAIN BARN.
 JA1708'THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 JA1708'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND
 JA1708'G.S. THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES
 JA1708'ABOUT 6 INCHES LONG MARKED WITH THE RAISED LETTERS U.S.C.S. THE THREE
 JA1708'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES
 JA1708'LONG. ONE REFERENCE STONE STANDS 26.88 METERS S. 62 DEG. 36 FT. W.
 JA1708'NEAR THE FENCE. AN 18 INCH HICKORY TREE IN THE OPEN FIELD
 JA1708'BEARS N.69 DEG. E. ABOUT 80 YARDS DISTANT. CHIMNEY ON THE FOUNTAIN
 JA1708'HOUSE BEARS S. 38 DEG. E. COMB NORTH END OF BARN BEARS S. 18 DEG.
 JA1708'E, 8 FEET WEST OF A LINE WHICH IS A PROJECTION OF THE WEST
 JA1708'BARN LOT FENCE, 31 FEET NORTH OF THE WIRE FENCE BETWEEN FIELDS. THE
 JA1708'REMAINING REFERENCE STONE IS 81 FEET WEST OF THE PROJECTION OF
 JA1708'THE WEST BARN-LOT FENCE AND 2 FEET NORTH OF THE FIELD FENCE.
 JA1708
 JA1708                          STATION RECOVERY (1946)
 JA1708
 JA1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1708'THE STATION MARKS AND ONE STONE REFERENCE POST WERE RECOVERED IN GOOD
 JA1708'CONDITION. A NEW SURFACE-STATION MARK, TWO NEW REFERENCE MARKS,
 JA1708'AND A NEW AZIMUTH MARK WERE SET FOR THIS STATION. THEY ARE STANDARD
 JA1708'BRONZE DISKS SET IN CONCRETE. A
 JA1708'COMPLETE DESCRIPTION FOLLOWS-
 JA1708'
 JA1708'THIS STATION IS ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF NORMAN, ABOUT
 JA1708'1/4 MILE NORTH OF THE MAIN ROAD WHICH RUNS BETWEEN NORMAN AND
 JA1708'CLEAR SPRINGS, IN THE SOUTH EDGE OF A LARGE FIELD, AND 30 FEET NORTH
 JA1708'OF A PROPERTY LINE FENCE. THE UNDERGROUND-STATION MARK IS
 JA1708'AN EARTHENWARE PYRAMID ABOUT 6 INCHES SQUARE. IT IS ABOUT 3 FEET
 JA1708'UNDERGROUND AND BEARS THE RAISED LETTERS U.S.C.S. THE
 JA1708'SURFACE-STATION MARK IS ABOUT 20 INCHES UNDERGROUND AND THE DISK IS
 JA1708'STAMPED FOUNTAIN 1887 1946.
 JA1708'
 JA1708'THE ONE REMAINING STONE REFERENCE POST IS 88.19 FEET WEST OF THE
 JA1708'STATION, 90 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTH OF THE
 JA1708'PROPERTY LINE FENCE. THE MARK PROJECTS 8 INCHES AND THE TOP OF THE
 JA1708'MARK BEARS A CHISELED ARROW WHICH POINTS TOWARD THE STATION.
 JA1708'
 JA1708'REFERENCE MARK NO. 4 IS 30.53 FEET SOUTH OF THE STATION, 10 FEET WEST
 JA1708'OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 JA1708'6 INCHES AND THE DISK IS STAMPED FOUNTAIN NO 4 1946.
 JA1708'
 JA1708'REFERENCE MARK NO. 5 IS 97.10 FEET EAST OF THE STATION, 75 FEET EAST
 JA1708'OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 JA1708'6 INCHES AND THE DISK IS STAMPED FOUNTAIN NO 5 1946.
 JA1708'
 JA1708'AZIMUTH MARK IS NORTHWEST OF THE STATION, 40 FEET EAST-NORTHEAST OF A
 JA1708'FENCE CORNER, 15 FEET NORTH OF A GRAVEL ROAD, AND 4 FEET EAST OF
 JA1708'A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1708'STAMPED FOUNTAIN 1946.
 JA1708'
 JA1708'TO REACH FROM THE POST OFFICE IN NORMAN, GO EAST ON STATE HIGHWAY 58
 JA1708'FOR 0.2 MILES, THEN TURN RIGHT ON A MACADAM ROAD AND GO SOUTH
 JA1708'FOR 1.0 MILE TO A CROSSROADS - SEE NOTE - TURN LEFT AND GO 0.7 MILE
 JA1708'TO FARM ENTRANCE ROAD ON LEFT, TURN LEFT AND GO 0.2 MILE TO
 JA1708'BARNYARD ON LEFT. FROM THE NORTHWEST CORNER OF THE BARNYARD, GO NORTH
 JA1708'ALONG A FENCE FOR 75 YARDS TO STATION AS DESCRIBED.
 JA1708'
 JA1708'NOTE - TO REACH THE AZIMUTH MARK FROM THIS CROSSROADS, GO NORTH ON
 JA1708'THE MACADAM ROAD FOR 0.8 MILE TO A SIDEROAD RIGHT AT A CURVE,
 JA1708'TURN RIGHT AND GO 0.2 MILE TO MARK ON LEFT.
 JA1708
 JA1708                          STATION RECOVERY (1967)
 JA1708
 JA1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1708'THE STATION MARK, REFERENCE MARKS 4 AND 5, STONE REFERENCE POST AND
 JA1708'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 JA1708'AT THIS TIME.  THE 1946 DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1708'
 JA1708'THE AZIMUTH MARK IS 9 FEET EAST OF A TWIN TRUNK 12 INCH SYCAMORE
 JA1708'TREE, 3 FEET SOUTH OF A WIRE FENCE AND 1 FOOT NORTHEAST OF A METAL
 JA1708'WITNESS POST.
 JA1708'
 JA1708'THE TO REACH SHOULD READ AS SUCH.  TO REACH THE STATION FROM THE POST
 JA1708'OFFICE AND CHRISTIAN CHURCH IN NORMAN, GO EAST ON STATE HIGHWAY 58
 JA1708'FOR 0.2 MILE TO NORMAN ROAD.  TURN RIGHT ON NORMAN ROAD AND GO
 JA1708'SOUTH FOR 0.2 MILE TO A GRAVELED ROAD LEFT.  CONTINUE SOUTH ON
 JA1708'NORMAN ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT ON CLEAR
 JA1708'SPRINGS ROAD AND GO EAST FOR 0.7 MILE TO A FARM DRIVE LEFT.
 JA1708'TURN LEFT ON THE DRIVEWAY AND GO NORTH FOR 0.2 MILE TO A
 JA1708'LARGE BARN AND THE STATION MARK ABOUT 200 FEET NORTH OF THE BARN.
 JA1708'
 JA1708'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE GRAVELED
 JA1708'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1708'
 JA1708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JA1708'SOUTHEAST OF NORMAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2172 ***********************************************************************
 LB2172  DESIGNATION -  FOWLER
 LB2172  PID         -  LB2172
 LB2172  STATE/COUNTY-  IN/BENTON
 LB2172  COUNTRY     -  US
 LB2172  USGS QUAD   -  FOWLER (2019)
 LB2172
 LB2172                         *CURRENT SURVEY CONTROL
 LB2172  ______________________________________________________________________
 LB2172* NAD 83(1997) POSITION- 40 37 02.57151(N) 087 18 54.77713(W)   ADJUSTED
 LB2172* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 LB2172  ______________________________________________________________________
 LB2172  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 LB2172  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 LB2172  HORZ ORDER      -  SECOND
 LB2172
 LB2172.The horizontal coordinates were established by classical geodetic methods
 LB2172.and adjusted by the National Geodetic Survey in May 1999.
 LB2172
 LB2172.The orthometric height was scaled from a topographic map.
 LB2172
 LB2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2172.GEOID18 height accuracy estimate available here.
 LB2172
 LB2172.Click photographs - Photos may exist for this station.
 LB2172
 LB2172.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2172
 LB2172. The following values were computed from the NAD 83(1997) position.
 LB2172
 LB2172;                    North         East     Units Scale Factor Converg.
 LB2172;SPC IN W     -   596,095.536   880,378.783   MT  0.99997140   -0 09 03.4
 LB2172;SPC IN W     - 1,955,690.10  2,888,376.06   sFT  0.99997140   -0 09 03.4
 LB2172;UTM  16      - 4,496,331.881   473,337.133   MT  0.99960875   -0 12 18.7
 LB2172
 LB2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2172!SPC IN W     -   0.99996571  x   0.99997140  =   0.99993711
 LB2172!UTM  16      -   0.99996571  x   0.99960875  =   0.99957448
 LB2172
 LB2172:                Primary Azimuth Mark                     Grid Az
 LB2172:SPC IN W     -  EARL                                     323 00 32.2
 LB2172:UTM  16      -  EARL                                     323 03 47.5
 LB2172
 LB2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7333796331(NAD 83)
 LB2172
 LB2172|---------------------------------------------------------------------|
 LB2172| PID    Reference Object                     Distance      Geod. Az  |
 LB2172|                                                           dddmmss.s |
 LB2172| CM3521 FOWLER AZ MK                                       0163017.7 |
 LB2172| CM3522 FOWLER RM 1                          24.017 METERS 18540     |
 LB2172| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX. 0.6 KM 2131929.8 |
 LB2172| LB2169 FOWLER MUNICIPAL STANDPIPE          478.641 METERS 2380922.6 |
 LB2172| LB1386 T 122                                27.449 METERS 26714     |
 LB2172| LB2180 EARL                                APPROX. 9.6 KM 3225128.8 |
 LB2172|---------------------------------------------------------------------|
 LB2172
 LB2172                          SUPERSEDED SURVEY CONTROL
 LB2172
 LB2172  NAD 83(1986)-  40 37 02.57892(N)    087 18 54.78657(W) AD(       ) 2
 LB2172  NAD 27      -  40 37 02.44280(N)    087 18 54.71840(W) AD(       ) 2
 LB2172
 LB2172.Superseded values are not recommended for survey control.
 LB2172
 LB2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2172.See file dsdata.pdf to determine how the superseded data were derived.
 LB2172
 LB2172_MARKER: DS = TRIANGULATION STATION DISK
 LB2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2172_STAMPING: FOWLER 1955
 LB2172_MARK LOGO: CGS
 LB2172_PROJECTION: FLUSH
 LB2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2172+STABILITY: SURFACE MOTION
 LB2172
 LB2172  HISTORY     - Date     Condition        Report By
 LB2172  HISTORY     - 1955     MONUMENTED       CGS
 LB2172  HISTORY     - 20100219 GOOD             GEOCAC
 LB2172
 LB2172                          STATION DESCRIPTION
 LB2172
 LB2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2172'STATION IS LOCATED ON THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 LB2172'IN FOWLER.  IT IS 90 FEET EAST OF THE NORTHEAST CORNER OF THE
 LB2172'COURTHOUSE AND 25 FEET SOUTH OF A LONE 20 INCH PINE TREE.  THE MARK
 LB2172'IS FLUSH AND THE DISK IS STAMPED FOWLER 1955.
 LB2172'
 LB2172'REFERENCE MARK NO. 1 IS 86 FEET EAST OF THE SOUTHEAST CORNER OF THE
 LB2172'COURTHOUSE, 40 FEET NORTHWEST OF A 30 INCH MAPLE TREE.  THE MARK IS
 LB2172'SET FLUSH AGAINST THE EAST SIDE OF A SIDEWALK AND IS FLUSH WITH THE
 LB2172'GROUND.  THE DISK IS STAMPED FOWLER NO 1 1955.
 LB2172'
 LB2172'BENCH MARK T 122 WAS USED AS A REFERENCE MARK.  IT IS SET VERTICALLY
 LB2172'IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE COURTHOUSE, 0.5
 LB2172'FOOT WEST OF THE CORNER AND ABOUT 3 FEET ABOVE THE GROUND.  IT IS A
 LB2172'STANDARD BENCH MARK DISK STAMPED T 122 1946.
 LB2172'
 LB2172'AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN THE EAST EDGE OF A
 LB2172'SIDEWALK, 4 INCHES SOUTH OF THE SOUTHWEST CORNER OF A GROCERY STORE
 LB2172'AND 21 FEET EAST OF THE CENTER OF GRANT STREET.  IT IS A STANDARD
 LB2172'AZIMUTH MARK DISK STAMPED FOWLER 1955.
 LB2172'
 LB2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRANT ST. FOR
 LB2172'0.05 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF STREET AS
 LB2172'DESCRIBED.
 LB2172'
 LB2172'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2172
 LB2172                          STATION RECOVERY (2010)
 LB2172
 LB2172'RECOVERY NOTE BY GEOCACHING 2010 (BPS)
 LB2172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2170 ***********************************************************************
 LB2170  DESIGNATION -  FOWLER ILLINOIS CANNING CO STK
 LB2170  PID         -  LB2170
 LB2170  STATE/COUNTY-  IN/BENTON
 LB2170  COUNTRY     -  US
 LB2170  USGS QUAD   -  FOWLER (2019)
 LB2170
 LB2170                         *CURRENT SURVEY CONTROL
 LB2170  ______________________________________________________________________
 LB2170* NAD 83(1997) POSITION- 40 36 47.53486(N) 087 19 07.75032(W)   ADJUSTED
 LB2170  ______________________________________________________________________
 LB2170  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 LB2170  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LB2170  HORZ ORDER      -  THIRD
 LB2170
 LB2170.The horizontal coordinates were established by classical geodetic methods
 LB2170.and adjusted by the National Geodetic Survey in May 1999.
 LB2170
 LB2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2170.GEOID18 height accuracy estimate available here.
 LB2170
 LB2170.Click photographs - Photos may exist for this station.
 LB2170
 LB2170.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2170
 LB2170. The following values were computed from the NAD 83(1997) position.
 LB2170
 LB2170;                    North         East     Units Scale Factor Converg.
 LB2170;SPC IN W     -   595,632.537   880,072.610   MT  0.99997155   -0 09 11.8
 LB2170;SPC IN W     - 1,954,171.08  2,887,371.55   sFT  0.99997155   -0 09 11.8
 LB2170;UTM  16      - 4,495,869.339   473,030.633   MT  0.99960895   -0 12 27.1
 LB2170
 LB2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7303095869(NAD 83)
 LB2170
 LB2170                          SUPERSEDED SURVEY CONTROL
 LB2170
 LB2170  NAD 83(1986)-  40 36 47.54225(N)    087 19 07.75962(W) AD(       ) 3
 LB2170  NAD 27      -  40 36 47.40600(N)    087 19 07.69000(W) AD(       ) 3
 LB2170
 LB2170.Superseded values are not recommended for survey control.
 LB2170
 LB2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2170.See file dsdata.pdf to determine how the superseded data were derived.
 LB2170
 LB2170_MARKER: 63 = STACK
 LB2170
 LB2170  HISTORY     - Date     Condition        Report By
 LB2170  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2170
 LB2170                          STATION DESCRIPTION
 LB2170
 LB2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2170'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN THE SOUTH
 LB2170'SECTION OF FOWLER, AT THE SOUTH SIDE OF THE ILLINOIS CANNING CO.
 LB2170'POWER PLANT.  IT IS A ROUND, RED TILE STACK, WITH A BELLED TOP.
 LB2170'THE HEIGHT OF THE TOP OF THE STACK ABOVE GROUND IS 122 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2169 ***********************************************************************
 LB2169  DESIGNATION -  FOWLER MUNICIPAL STANDPIPE
 LB2169  PID         -  LB2169
 LB2169  STATE/COUNTY-  IN/BENTON
 LB2169  COUNTRY     -  US
 LB2169  USGS QUAD   -  FOWLER (2019)
 LB2169
 LB2169                         *CURRENT SURVEY CONTROL
 LB2169  ______________________________________________________________________
 LB2169* NAD 83(1997) POSITION- 40 36 54.38432(N) 087 19 12.07465(W)   ADJUSTED
 LB2169  ______________________________________________________________________
 LB2169  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 LB2169  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LB2169  HORZ ORDER      -  THIRD
 LB2169
 LB2169.The horizontal coordinates were established by classical geodetic methods
 LB2169.and adjusted by the National Geodetic Survey in May 1999.
 LB2169
 LB2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2169.GEOID18 height accuracy estimate available here.
 LB2169
 LB2169.Click photographs - Photos may exist for this station.
 LB2169
 LB2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2169
 LB2169. The following values were computed from the NAD 83(1997) position.
 LB2169
 LB2169;                    North         East     Units Scale Factor Converg.
 LB2169;SPC IN W     -   595,844.083   879,971.530   MT  0.99997160   -0 09 14.7
 LB2169;SPC IN W     - 1,954,865.13  2,887,039.93   sFT  0.99997160   -0 09 14.7
 LB2169;UTM  16      - 4,496,080.904   472,929.789   MT  0.99960902   -0 12 30.0
 LB2169
 LB2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7292996080(NAD 83)
 LB2169
 LB2169                          SUPERSEDED SURVEY CONTROL
 LB2169
 LB2169  NAD 83(1986)-  40 36 54.39171(N)    087 19 12.08393(W) AD(       ) 3
 LB2169  NAD 27      -  40 36 54.25600(N)    087 19 12.01600(W) AD(       ) 3
 LB2169
 LB2169.Superseded values are not recommended for survey control.
 LB2169
 LB2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2169.See file dsdata.pdf to determine how the superseded data were derived.
 LB2169
 LB2169_MARKER: 52 = STANDPIPE TANK
 LB2169
 LB2169  HISTORY     - Date     Condition        Report By
 LB2169  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2169
 LB2169                          STATION DESCRIPTION
 LB2169
 LB2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2169'STATION IS THE SHORT METAL STAFF AT THE APEX OF THE ROOF OF THE
 LB2169'MUNICIPAL WATER STANDPIPE, LOCATED IN THE SOUTH SECTION OF FOWLER,
 LB2169'ABOUT 300 FEET SOUTH OF EAST 7TH. STREET AND 100 FEET WEST OF S.
 LB2169'VAN BUREN AVE.  IT IS A METAL STANDPIPE AND IS PAINTED SILVER.
 LB2169'HEIGHT OF THE STANDPIPE ABOVE GROUND IS 110 FEET.  HEIGHT WAS
 LB2169'DETERMINED BY USE OF HAND LEVEL.  RECORDED IN VOL. 31 PAGE 19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2512 ***********************************************************************
 LB2512  DESIGNATION -  FOX
 LB2512  PID         -  LB2512
 LB2512  STATE/COUNTY-  IN/HAMILTON
 LB2512  COUNTRY     -  US
 LB2512  USGS QUAD   -  NOBLESVILLE (2019)
 LB2512
 LB2512                         *CURRENT SURVEY CONTROL
 LB2512  ______________________________________________________________________
 LB2512* NAD 83(1997) POSITION- 40 05 04.30942(N) 086 01 15.60644(W)   ADJUSTED
 LB2512* NAVD 88 ORTHO HEIGHT -   245.11  (+/-2cm)      804.2   (feet) VERTCON3
 LB2512  ______________________________________________________________________
 LB2512  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 LB2512  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 LB2512  HORZ ORDER      -  SECOND
 LB2512  VERT ORDER      -  THIRD ? (See Below)
 LB2512
 LB2512.The horizontal coordinates were established by classical geodetic methods
 LB2512.and adjusted by the National Geodetic Survey in May 1999.
 LB2512
 LB2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2512
 LB2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2512.GEOID18 height accuracy estimate available here.
 LB2512
 LB2512.The vertical order pertains to the NGVD 29 superseded value.
 LB2512
 LB2512.Click photographs - Photos may exist for this station.
 LB2512
 LB2512.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2512
 LB2512. The following values were computed from the NAD 83(1997) position.
 LB2512
 LB2512;                    North         East     Units Scale Factor Converg.
 LB2512;SPC IN E     -   536,963.365    69,780.275   MT  0.99997790   -0 13 41.4
 LB2512;SPC IN E     - 1,761,687.31    228,937.45   sFT  0.99997790   -0 13 41.4
 LB2512;UTM  16      - 4,437,598.516   583,464.560   MT  0.99968576   +0 37 49.5
 LB2512
 LB2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2512!SPC IN E     -   0.99996690  x   0.99997790  =   0.99994480
 LB2512!UTM  16      -   0.99996690  x   0.99968576  =   0.99965267
 LB2512
 LB2512:                Primary Azimuth Mark                     Grid Az
 LB2512:SPC IN E     -  PRAIRIE                                  006 18 48.9
 LB2512:UTM  16      -  PRAIRIE                                  005 27 18.0
 LB2512
 LB2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8346437598(NAD 83)
 LB2512
 LB2512|---------------------------------------------------------------------|
 LB2512| PID    Reference Object                     Distance      Geod. Az  |
 LB2512|                                                           dddmmss.s |
 LB2512| LB2513 PRAIRIE                             APPROX. 0.7 KM 0060507.5 |
 LB2512| CC8730 FOX RM                               12.190 METERS 09724     |
 LB2512|---------------------------------------------------------------------|
 LB2512
 LB2512                          SUPERSEDED SURVEY CONTROL
 LB2512
 LB2512  NAD 83(1986)-  40 05 04.29778(N)    086 01 15.61800(W) AD(       ) 2
 LB2512  NAD 27      -  40 05 04.17300(N)    086 01 15.67400(W) AD(       ) 2
 LB2512  USSD        -  40 05 04.20700(N)    086 01 15.47100(W) AD(       ) 3
 LB2512  NGVD 29             245.24   (m)          804.6    (f) LEVELING    3  
 LB2512
 LB2512.Superseded values are not recommended for survey control.
 LB2512
 LB2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2512.See file dsdata.pdf to determine how the superseded data were derived.
 LB2512
 LB2512_MARKER: DS = TRIANGULATION STATION DISK
 LB2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2512_STAMPING: FOX 1920
 LB2512_MARK LOGO: CGS
 LB2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2512+STABILITY: SURFACE MOTION
 LB2512
 LB2512  HISTORY     - Date     Condition        Report By
 LB2512  HISTORY     - 1920     MONUMENTED       CGS
 LB2512  HISTORY     - 1934     GOOD             INGS
 LB2512  HISTORY     - 1970     GOOD             LOCENG
 LB2512  HISTORY     - 1980     GOOD             NGS
 LB2512  HISTORY     - 1981     GOOD             NGS
 LB2512
 LB2512                          STATION DESCRIPTION
 LB2512
 LB2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2512'STATION IS ON THE W SIDE OF LAKE ERIE AND WESTERN RAILROAD, ABOUT
 LB2512'2-1/2 MILES N OF NOBLESVILLE, AT THE FIRST CURVE S OF WAGON ROAD
 LB2512'CROSSING OF THE ROAD LEADING W FROM THE TRACTION STATION OF FOX
 LB2512'PRAIRIE, 1 FOOT W OF THE INTERSECTION OF THE TANGENTS FORMED BY
 LB2512'THE W RAILS, 1.96 METERS (6.43 FEET) W OF THE W AND NEAREST RAIL.
 LB2512'
 LB2512'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2512'SET IN CONCRETE.  THE REFERENCE MARK IS ON THE
 LB2512'RIGHT-OF-WAY NEAR FENCE LINE, 12.19 METERS (39.99 FEET) FROM THE
 LB2512'STATION IN AZIMUTH 277 DEG 24 MIN.
 LB2512
 LB2512                          STATION RECOVERY (1934)
 LB2512
 LB2512'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2512'STATION RECOVERED.
 LB2512
 LB2512                          STATION RECOVERY (1970)
 LB2512
 LB2512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 LB2512'A FRIEND OF MINE SAID HE LOCATED THESE MARKS FOR A JOB 2-3 YRS AGO.
 LB2512'I HAVE NOT SEARCHED FOR THEM PERSONALLY.  HOWEVER, HE IS A
 LB2512'RESPECTED L. S. AND HIS WORD IS GOOD.
 LB2512'
 LB2512'DISTANCE AND DIRECTION FROM NEAREST TOWN--N OF NOBLESVILLE.
 LB2512
 LB2512                          STATION RECOVERY (1980)
 LB2512
 LB2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (TS)
 LB2512'FOX 1970 STATION MARK AND REFERENCE MARK IN GOOD CONDITION.
 LB2512'
 LB2512'1056.5 FEET SOUTH OF CENTERLINE 206TH STREET.  RAILROAD IS NOW
 LB2512'NORFOLK AND WESTERN.
 LB2512
 LB2512                          STATION RECOVERY (1981)
 LB2512
 LB2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2512'FOX 1920 IN GOOD CONDITION-PROJECTS 2 INCHES POSS. SHIFTED SLIGHTLY
 LB2512'TO WEST.
 LB2512'
 LB2512'REF MK NOT SEARCHED FOR, TO MUCH BRUSH.  NEW DESC FROM INT. SR. 32
 LB2512'AND 19 N GO NORTH 3.0 MILES TO CROSS RD 206TH ST, THENCE WEST .3 MI
 LB2512'TO TRACKS-STA 1073 FEET SOUTH AND ALONG RAILS FROM CENTERLINE
 LB2512'ROAD 7 FEET W OF W RAIL E WITNESS POST IS RAIL IRON PROJ. 6 INCHES.
 LB2512'269 FEET N OF WHISTLE BOARD.
 LB2512'
 LB2512'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES N OF NOBLESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1980 ***********************************************************************
 JA1980  DESIGNATION -  FRAME
 JA1980  PID         -  JA1980
 JA1980  STATE/COUNTY-  IN/SPENCER
 JA1980  COUNTRY     -  US
 JA1980  USGS QUAD   -  CHRISNEY (2019)
 JA1980
 JA1980                         *CURRENT SURVEY CONTROL
 JA1980  ______________________________________________________________________
 JA1980* NAD 83(1997) POSITION- 38 04 24.08159(N) 087 02 38.73094(W)   ADJUSTED
 JA1980* NAVD 88 ORTHO HEIGHT -   159.    (meters)      522.    (feet) SCALED
 JA1980  ______________________________________________________________________
 JA1980  GEOID HEIGHT    -        -31.543 (meters)                     GEOID18
 JA1980  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 JA1980  HORZ ORDER      -  THIRD
 JA1980
 JA1980.The horizontal coordinates were established by classical geodetic methods
 JA1980.and adjusted by the National Geodetic Survey in May 1999.
 JA1980
 JA1980.The orthometric height was scaled from a topographic map.
 JA1980
 JA1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1980.GEOID18 height accuracy estimate available here.
 JA1980
 JA1980.Click photographs - Photos may exist for this station.
 JA1980
 JA1980.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1980
 JA1980. The following values were computed from the NAD 83(1997) position.
 JA1980
 JA1980;                    North         East     Units Scale Factor Converg.
 JA1980;SPC IN W     -   313,636.791   903,443.118   MT  0.99996681   +0 01 27.1
 JA1980;SPC IN W     - 1,028,990.04  2,964,046.30   sFT  0.99996681   +0 01 27.1
 JA1980;UTM  16      - 4,213,954.989   496,132.706   MT  0.99960018   -0 01 37.9
 JA1980
 JA1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1980!SPC IN W     -   0.99998002  x   0.99996681  =   0.99994683
 JA1980!UTM  16      -   0.99998002  x   0.99960018  =   0.99958021
 JA1980
 JA1980:                Primary Azimuth Mark                     Grid Az
 JA1980:SPC IN W     -  FRAME AZ MK                              201 53 32.1
 JA1980:UTM  16      -  FRAME AZ MK                              201 56 37.1
 JA1980
 JA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9613213954(NAD 83)
 JA1980
 JA1980|---------------------------------------------------------------------|
 JA1980| PID    Reference Object                     Distance      Geod. Az  |
 JA1980|                                                           dddmmss.s |
 JA1980| CG7848 FRAME RM 1                           31.897 METERS 13417     |
 JA1980| CG7847 FRAME AZ MK                                        2015459.2 |
 JA1980| CG7849 FRAME RM 2                           37.716 METERS 25418     |
 JA1980|---------------------------------------------------------------------|
 JA1980
 JA1980                          SUPERSEDED SURVEY CONTROL
 JA1980
 JA1980  NAD 83(1993)-  38 04 24.08429(N)    087 02 38.73095(W) AD(       ) 3
 JA1980  NAD 83(1986)-  38 04 24.09036(N)    087 02 38.73352(W) AD(       ) 3
 JA1980  NAD 27      -  38 04 23.90600(N)    087 02 38.74000(W) AD(       ) 3
 JA1980
 JA1980.Superseded values are not recommended for survey control.
 JA1980
 JA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1980.See file dsdata.pdf to determine how the superseded data were derived.
 JA1980
 JA1980_MARKER: DS = TRIANGULATION STATION DISK
 JA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1980_STAMPING: FRAME 1946
 JA1980_MARK LOGO: CGS
 JA1980_PROJECTION: FLUSH
 JA1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1980+STABILITY: SURFACE MOTION
 JA1980
 JA1980  HISTORY     - Date     Condition        Report By
 JA1980  HISTORY     - 1946     MONUMENTED       CGS
 JA1980
 JA1980                          STATION DESCRIPTION
 JA1980
 JA1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1980'THE STATION IS LOCATED 2.2 MILES SOUTH ON STATE HIGHWAY 45 FROM THE
 JA1980'RAILROAD CROSSING AT THE SOUTH SIDE OF GENTRYVILLE, ABOUT 300 FEET
 JA1980'EAST OF THE CENTERLINE OF THE HIGHWAY, 78 FEET EAST OF THE NORTHWEST
 JA1980'CORNER OF AN OLD FARM HOUSE, 20 FEET OF A 10-INCH CEDAR TREE, 12 FEET
 JA1980'EAST SOUTHWEST OF A STANDARD REFERENCE POST AND 10 FEET SOUTH OF THE
 JA1980'SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH WITH THE GROUND
 JA1980'AND THE DISK IS STAMPED FRAME 1946.
 JA1980'
 JA1980'REFERENCE MARK NO 1 IS 104.66 FEET SOUTHEAST OF THE STATION AND 15
 JA1980'FEET SOUTHEAST OF THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK
 JA1980'PROJECTS 6 INCHES AND THE DISK IS STAMPED FRAME NO 1 1946.
 JA1980'
 JA1980'REFERENCE MARK NO 2 IS 123.74 FEET SOUTHWEST OF THE STATION, 32 FEET
 JA1980'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 4 FEET NORTHEAST OF
 JA1980'A 10 INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1980'STAMPED FRAME NO 2 1946.
 JA1980'
 JA1980'THE AZIMUTH MARK IS 2.55 MILES SOUTH ON HIGHWAY 45 FROM THE RAILROAD
 JA1980'CROSSING IN GENTRYVILLE, APPROXIMATE 0.4 MILE SOUTHWEST OF THE
 JA1980'STATION, 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH
 JA1980'OF A 14-INCH TWIN CHERRY TREE AND 2 FEET WEST OF A STANDARD REFERENCE
 JA1980'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FRAME 1946.
 JA1980'
 JA1980'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE SOUTH EDGE OF
 JA1980'GENTRYVILLE, GO SOUTH ON HIGHWAY 45 FOR 2.2 MILES TO A ROADSIDE TABLE
 JA1980'AT THE RIGHT AND A WIRE GATE IN FENCE ON THE LEFT, ENTER GATE AND
 JA1980'FOLLOW TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 JA1980'
 JA1980'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2567 ***********************************************************************
 ME2567  DESIGNATION -  FRAN
 ME2567  PID         -  ME2567
 ME2567  STATE/COUNTY-  IN/LAKE
 ME2567  COUNTRY     -  US
 ME2567  USGS QUAD   -  CROWN POINT (2019)
 ME2567
 ME2567                         *CURRENT SURVEY CONTROL
 ME2567  ______________________________________________________________________
 ME2567* NAD 83(1997) POSITION- 41 28 15.72113(N) 087 16 40.76366(W)   ADJUSTED
 ME2567* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 ME2567  ______________________________________________________________________
 ME2567  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 ME2567  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 ME2567  HORZ ORDER      -  SECOND
 ME2567
 ME2567.The horizontal coordinates were established by classical geodetic methods
 ME2567.and adjusted by the National Geodetic Survey in May 1999.
 ME2567
 ME2567.The orthometric height was scaled from a topographic map.
 ME2567
 ME2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2567.GEOID18 height accuracy estimate available here.
 ME2567
 ME2567.Click photographs - Photos may exist for this station.
 ME2567
 ME2567.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2567
 ME2567. The following values were computed from the NAD 83(1997) position.
 ME2567
 ME2567;                    North         East     Units Scale Factor Converg.
 ME2567;SPC IN W     -   690,887.017   883,740.220   MT  0.99996992   -0 07 44.1
 ME2567;SPC IN W     - 2,266,685.15  2,899,404.37   sFT  0.99996992   -0 07 44.1
 ME2567;UTM  16      - 4,591,085.702   476,787.845   MT  0.99960663   -0 11 02.8
 ME2567
 ME2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2567!SPC IN W     -   0.99997204  x   0.99996992  =   0.99994196
 ME2567!UTM  16      -   0.99997204  x   0.99960663  =   0.99957868
 ME2567
 ME2567:                Primary Azimuth Mark                     Grid Az
 ME2567:SPC IN W     -  FRAN AZ MK                               272 41 11.4
 ME2567:UTM  16      -  FRAN AZ MK                               272 44 30.1
 ME2567
 ME2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7678791085(NAD 83)
 ME2567
 ME2567|---------------------------------------------------------------------|
 ME2567| PID    Reference Object                     Distance      Geod. Az  |
 ME2567|                                                           dddmmss.s |
 ME2567| CM3524 FRAN RM 1                            10.235 METERS 07325     |
 ME2567| CM3523 FRAN AZ MK                                         2723327.3 |
 ME2567| CM3525 FRAN RM 2                            11.992 METERS 28927     |
 ME2567| ME2486 GARY SOUTH MUNICIPAL TANK           APPROX. 9.4 KM 3294429.0 |
 ME2567|---------------------------------------------------------------------|
 ME2567
 ME2567                          SUPERSEDED SURVEY CONTROL
 ME2567
 ME2567  NAD 83(1986)-  41 28 15.72660(N)    087 16 40.76986(W) AD(       ) 2
 ME2567  NAD 27      -  41 28 15.59360(N)    087 16 40.64460(W) AD(       ) 2
 ME2567
 ME2567.Superseded values are not recommended for survey control.
 ME2567
 ME2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2567.See file dsdata.pdf to determine how the superseded data were derived.
 ME2567
 ME2567_MARKER: DS = TRIANGULATION STATION DISK
 ME2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2567_STAMPING: FRAN 1952
 ME2567_MARK LOGO: CGS
 ME2567_PROJECTION: FLUSH
 ME2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2567+STABILITY: SURFACE MOTION
 ME2567
 ME2567  HISTORY     - Date     Condition        Report By
 ME2567  HISTORY     - 1952     MONUMENTED       CGS
 ME2567  HISTORY     - 1968     GOOD             CGS
 ME2567  HISTORY     - 1972     GOOD             NGS
 ME2567  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME2567
 ME2567                          STATION DESCRIPTION
 ME2567
 ME2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2567'STATION IS LOCATED ABOUT 7 MILES NORTH EAST OF CROWN POINT AND 3 MILES
 ME2567'EAST OF MERRILLVILLE, IN THE ISLAND BETWEEN THE NORTH AND SOUTH LANES
 ME2567'OF U.S. HIGHWAY 30.  IT IS 27 FEET SOUTH OF THE CENTER OF THE NORTH
 ME2567'LANE OF THE HIGHWAY, 55 FEET WEST OF THE INTERSECTION OF A PAVED
 ME2567'CROSSROAD AND U.S.  HIGHWAY 30.  THE MARK IS FLUSH AND THE DISK IS
 ME2567'STAMPED FRAN 1952.
 ME2567'
 ME2567'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE NORTH LANE
 ME2567'OF THE HIGHWAY, 26 FEET NORTHWEST OF THE INTERSECTION OF A PAVED
 ME2567'CROSSROAD AND U.S. HIGHWAY 30 AND 3 FEET WEST OF A WHITE POST.  THE
 ME2567'MARK IS FLUSH AND THE DISK IS STAMPED FRAN NO 1 1952.
 ME2567'
 ME2567'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTER OF THE NORTH LANE
 ME2567'OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRAN NO 2
 ME2567'1952.
 ME2567'
 ME2567'AZIMUTH MARK IS 61 FEET NORTH OF THE NORTH LANE OF U.S. HIGHWAY 30, 3
 ME2567'FEET SOUTH OF A POWER LINE POLE AND 2 FEET SOUTHEAST OF A WHITE
 ME2567'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2567'STAMPED FRAN 1952.
 ME2567'
 ME2567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2567'HIGHWAY 53 WHICH IS ABOUT 1 MILE SOUTH OF MERRILLVILLE, GO EAST ON
 ME2567'HIGHWAY 30 FOR 2.6 MILES TO AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 ME2567'CONTINUE AHEAD ON HIGHWAY FOR 0.4 MILE TO A PAVED CROSSROAD AND THE
 ME2567'STATION AS DESCRIBED.
 ME2567'
 ME2567'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2567
 ME2567                          STATION RECOVERY (1968)
 ME2567
 ME2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2567'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2567'THE BELOW CHANGES.
 ME2567'
 ME2567'THE CROSSROAD AT THE STATION IS CLAY STREET, THE STATION MARK IS 1
 ME2567'FOOT EAST OF A METAL WITNESS POST AND NORTH AND ACROSS THE ROAD FROM
 ME2567'THE FRAN-DEE INN.
 ME2567'
 ME2567'BOTH REFERENCE MARKS ARE 3 INCHES UNDERGROUND.
 ME2567'
 ME2567'THE AZIMUTH MARK IS 141 FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO
 ME2567'THE DORM MOTEL, 7 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER AND
 ME2567'1 FOOT WEST OF A METAL WITNESS POST.
 ME2567'
 ME2567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF
 ME2567'MERRILLVILLE
 ME2567
 ME2567                          STATION RECOVERY (1972)
 ME2567
 ME2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2567'ALL MARKS FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2
 ME2567'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY
 ME2567'0.05 OF A FOOT.  THE DIRECTION TO THE MARKS CHECKED.  A NEW
 ME2567'DESCRIPTION FOLLOWS-
 ME2567'
 ME2567'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CROWN POINT, IN THE
 ME2567'GRASSY DIVIDER OF THE EAST-WEST BOUND LANES OF U.S. HIGHWAY 30, 52
 ME2567'FEET WEST OF THE CENTERLINE OF A CROSSOVER (CLAY ST.)  27 FEET SOUTH
 ME2567'OF THE WEST BOUND LANE OF THE HIGHWAY, 38 FEET NORTH OF THE CENTERLINE
 ME2567'OF THE EAST BOUND LANE OF HIGHWAY, 1 FOOT NORTHEAST OF A METAL WITNESS
 ME2567'POST, SOUTH AND ACROSS THE HIGHWAY FROM CHUCKS ARCO SERVICE STATION
 ME2567'AND NORTH AND ACROSS THE HIGHWAY FROM THE FRAN DENE INN.  THE MONUMENT
 ME2567'IS FLUSH AND THE DISK IS STAMPED FRAN 1952.
 ME2567'
 ME2567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME2567'INTERSTATE HIGHWAY 65 (ABOUT 1 MILE SOUTH OF MERRILLVILLE)  GO EAST ON
 ME2567'HIGHWAY 30 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ME2567'EAST ON THE HIGHWAY FOR 0.4 MILE TO A PAVED CROSSOVER (CLAY ST.) AND
 ME2567'THE STATION.
 ME2567'
 ME2567'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 ME2567'LANE, 48 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND 21
 ME2567'FEET WEST OF THE CENTERLINE OF CLAY ST.  THE MONUMENT IS 2 INCHES
 ME2567'UNDERGROUND AND THE DISK IS STAMPED FRAN NO 1 1952.
 ME2567'
 ME2567'REFERENCE MARK 2 IS 15 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 ME2567'LANE, 51 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND 90
 ME2567'FEET WEST OF THE CENTERLINE OF CLAY ST.  THE MONUMENT IS 4 INCHES
 ME2567'UNDERGROUND AND THE DISK IS STAMPED FRAN NO 2 1972.
 ME2567'
 ME2567'THE AZIMUTH MARK IS 61 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2567'LANE, 1 FOOT WEST OF A METAL WITNESS POST, 4 FEET SOUTHWEST OF A POWER
 ME2567'POLE, 8 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 151 FEET
 ME2567'EAST OF THE CENTERLINE OF DRIVEWAY TO THE DORM MOTEL.  THE MONUMENT
 ME2567'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRAN 1952.
 ME2567'
 ME2567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES EAST
 ME2567'OF MERRILLVILLE.
 ME2567'
 ME2567'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2567
 ME2567                          STATION RECOVERY (2003)
 ME2567
 ME2567'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME2567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2665 ***********************************************************************
 LB2665  DESIGNATION -  FRANCESVILLE MUNICIPAL TANK
 LB2665  PID         -  LB2665
 LB2665  STATE/COUNTY-  IN/PULASKI
 LB2665  COUNTRY     -  US
 LB2665  USGS QUAD   -  FRANCESVILLE (2019)
 LB2665
 LB2665                         *CURRENT SURVEY CONTROL
 LB2665  ______________________________________________________________________
 LB2665* NAD 83(1997) POSITION- 40 59 03.39299(N) 086 53 13.57315(W)   ADJUSTED
 LB2665  ______________________________________________________________________
 LB2665  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 LB2665  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 LB2665  HORZ ORDER      -  THIRD
 LB2665
 LB2665.The horizontal coordinates were established by classical geodetic methods
 LB2665.and adjusted by the National Geodetic Survey in May 1999.
 LB2665
 LB2665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2665.GEOID18 height accuracy estimate available here.
 LB2665
 LB2665.Click photographs - Photos may exist for this station.
 LB2665
 LB2665.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2665
 LB2665. The following values were computed from the NAD 83(1997) position.
 LB2665
 LB2665;                    North         East     Units Scale Factor Converg.
 LB2665;SPC IN W     -   636,830.572   916,513.198   MT  0.99997002   +0 07 43.3
 LB2665;SPC IN W     - 2,089,334.97  3,006,927.05   sFT  0.99997002   +0 07 43.3
 LB2665;UTM  16      - 4,537,017.669   509,497.013   MT  0.99960111   +0 04 26.6
 LB2665
 LB2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0949737017(NAD 83)
 LB2665
 LB2665                          SUPERSEDED SURVEY CONTROL
 LB2665
 LB2665  NAD 83(1986)-  40 59 03.39828(N)    086 53 13.58204(W) AD(       ) 3
 LB2665  NAD 27      -  40 59 03.25600(N)    086 53 13.52100(W) AD(       ) 3
 LB2665
 LB2665.Superseded values are not recommended for survey control.
 LB2665
 LB2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2665.See file dsdata.pdf to determine how the superseded data were derived.
 LB2665
 LB2665_MARKER: 53 = ELEVATED TANK
 LB2665
 LB2665  HISTORY     - Date     Condition        Report By
 LB2665  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2665
 LB2665                          STATION DESCRIPTION
 LB2665
 LB2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2665'THIS IS A TRAVERSE STATION.
 LB2665'
 LB2665'STATION IS LOCATED IN THE SOUTHWEST SECTION OF FRANCESVILLE.  IT IS
 LB2665'124 FEET SOUTH OF THE CENTER OF MACADAM ROAD AND 75 FEET NORTH OF A
 LB2665'BRICK POWER HOUSE.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A ROUND
 LB2665'SHAPED STEEL WATER TANK ATOP PAINTED BLACK.  THE POINT OBSERVED ON
 LB2665'AND TRAVERSED TO WAS THE CENTER OF THE BASE OF THE STANDPIPE OF THE
 LB2665'WATER TANK.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LB2665'FRANCESVILLE AND THE DISTANCE WAS FOUND TO BE 79.52 FEET
 LB2665'(24.237 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9014 ***********************************************************************
 DG9014  CBN         -  This is a Cooperative Base Network Control Station.
 DG9014  DESIGNATION -  FRANCESVILLE RESET
 DG9014  PID         -  DG9014
 DG9014  STATE/COUNTY-  IN/PULASKI
 DG9014  COUNTRY     -  US
 DG9014  USGS QUAD   -  FRANCESVILLE (2019)
 DG9014
 DG9014                         *CURRENT SURVEY CONTROL
 DG9014  ______________________________________________________________________
 DG9014* NAD 83(2011) POSITION- 40 59 03.54515(N) 086 53 12.55365(W)   ADJUSTED
 DG9014* NAD 83(2011) ELLIP HT-   173.733 (meters)        (06/27/12)   ADJUSTED
 DG9014* NAD 83(2011) EPOCH   -  2010.00
 DG9014* NAVD 88 ORTHO HEIGHT -   207.4   (meters)      680.    (feet) GPS OBS
 DG9014  ______________________________________________________________________
 DG9014  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9014  GEOID HEIGHT    -        -33.664 (meters)                     GEOID03
 DG9014  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 DG9014  NAD 83(2011) X  -    261,868.237 (meters)                     COMP
 DG9014  NAD 83(2011) Y  - -4,814,748.447 (meters)                     COMP
 DG9014  NAD 83(2011) Z  -  4,161,222.635 (meters)                     COMP
 DG9014  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 DG9014
 DG9014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9014  Standards:
 DG9014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9014  -------------------------------------------------------------------
 DG9014  NETWORK    0.72   1.33           0.34   0.23   0.68      0.01497356
 DG9014  -------------------------------------------------------------------
 DG9014  Click here for local accuracies and other accuracy information.
 DG9014
 DG9014.The horizontal coordinates were established by GPS observations
 DG9014.and adjusted by the National Geodetic Survey in June 2012.
 DG9014
 DG9014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9014.been affixed to the stable North American tectonic plate. See 
 DG9014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9014
 DG9014.The horizontal coordinates are valid at the epoch date displayed above
 DG9014.which is a decimal equivalence of Year/Month/Day.
 DG9014
 DG9014.The orthometric height was determined by GPS observations and a
 DG9014.high-resolution geoid model.
 DG9014
 DG9014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9014.GEOID18 height accuracy estimate available here.
 DG9014
 DG9014.Click photographs - Photos may exist for this station.
 DG9014
 DG9014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9014
 DG9014.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9014
 DG9014.The ellipsoidal height was determined by GPS observations
 DG9014.and is referenced to NAD 83.
 DG9014
 DG9014. The following values were computed from the NAD 83(2011) position.
 DG9014
 DG9014;                    North         East     Units Scale Factor Converg.
 DG9014;SPC IN W     -   636,835.320   916,537.019   MT  0.99997003   +0 07 44.0
 DG9014;SPC IN W     - 2,089,350.55  3,007,005.20   sFT  0.99997003   +0 07 44.0
 DG9014;UTM  16      - 4,537,022.392   509,520.829   MT  0.99960112   +0 04 27.2
 DG9014
 DG9014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9014!SPC IN W     -   0.99997275  x   0.99997003  =   0.99994278
 DG9014!UTM  16      -   0.99997275  x   0.99960112  =   0.99957388
 DG9014
 DG9014:                Primary Azimuth Mark                     Grid Az
 DG9014:SPC IN W     -  SWINGLE                                  088 48 49.3
 DG9014:UTM  16      -  SWINGLE                                  088 52 06.1
 DG9014
 DG9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0952037022(NAD 83)
 DG9014
 DG9014|---------------------------------------------------------------------|
 DG9014| PID    Reference Object                     Distance      Geod. Az  |
 DG9014|                                                           dddmmss.s |
 DG9014| CC8732 FRANCESVILLE RM 1                    26.024 METERS 02758     |
 DG9014| LB2657 SWINGLE                             APPROX. 6.7 KM 0885633.3 |
 DG9014| CC8731 FRANCESVILLE AZ MK                                 1652910.9 |
 DG9014| LB2665 FRANCESVILLE MUNICIPAL TANK          24.237 METERS 25852     |
 DG9014| CC8733 FRANCESVILLE RM 2                    23.706 METERS 26038     |
 DG9014|---------------------------------------------------------------------|
 DG9014
 DG9014                          SUPERSEDED SURVEY CONTROL
 DG9014
 DG9014  NAD 83(2007)-  40 59 03.54526(N)    086 53 12.55461(W) AD(2002.00) 0
 DG9014  ELLIP H (02/10/07)  173.750  (m)                       GP(2002.00)    
 DG9014  NAD 83(1997)-  40 59 03.54519(N)    086 53 12.55459(W) AD(       ) A
 DG9014  ELLIP H (01/19/05)  173.751  (m)                       GP(       ) 4 1
 DG9014  NAD 83(1997)-  40 59 03.54438(N)    086 53 12.55574(W) AD(       ) 2
 DG9014  NAD 83(1986)-  40 59 03.55001(N)    086 53 12.56473(W) AD(       ) 2
 DG9014  NAD 27      -  40 59 03.40720(N)    086 53 12.50320(W) AD(       ) 2
 DG9014
 DG9014.Superseded values are not recommended for survey control.
 DG9014
 DG9014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9014.See file dsdata.pdf to determine how the superseded data were derived.
 DG9014
 DG9014_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9014_STAMPING: FRANCESVILLE 1947 1977
 DG9014_MARK LOGO: NGS
 DG9014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9014+STABILITY: SURFACE MOTION
 DG9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9014+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 DG9014
 DG9014  HISTORY     - Date     Condition        Report By
 DG9014  HISTORY     - 1977     MONUMENTED       NGS
 DG9014  HISTORY     - 1989     GOOD             USPSQD
 DG9014  HISTORY     - 20030617 GOOD             IN-073
 DG9014
 DG9014                          STATION DESCRIPTION
 DG9014
 DG9014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 DG9014'THE STATION UNDERGROUND MARK FOUND IN GOOD CONDITION.  THE SURFACE
 DG9014'MARK WAS FOUND LAYING AT THE SW LEG OF THE WATER TANK.  RM 1, 2 AND
 DG9014'THE AZIMUTH MARK FOUND IN GOOD CONDITION, THE AZIMUTH MARK IS NO
 DG9014'LONGER VISIBLE NOW AS NEW HOMES BUILT ON LINE BLOCK VISIBILITY TO
 DG9014'MARK.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS LARGER BY 02 MINUTES
 DG9014'AND 13 SECONDS.  A NEW SURFACE STATION MARK WAS SET HOLDING THE EXACT
 DG9014'POINT OF THE UNDERGROUND MARK.
 DG9014'
 DG9014'THE STATION IS LOCATED NEAR THE FRANCESVILLE WATER TANK AND ON CITY
 DG9014'PROPERTY.  IT IS 110 FEET S OF THE CENTERLINE OF W JAMES STREET, 53
 DG9014'FEET SW OF THE SW CORNER OF HOUSE, 57.5 FEET NW OF POWER LINE POLE 738
 DG9014'496, 120 FEET NE OF THE NE CORNER OF SMALL BRICK POWER HOUSE AND 78
 DG9014'FEET E OF THE STANDPIPE OF WATER TANK.  THE MARK IS FLUSH AND THE DISK
 DG9014'STAMPED FRANCESVILLE 1947 1977.
 DG9014'
 DG9014'REFERENCE MARK NO. 1 IS 85.38 FEET NORTHEAST OF THE STATION.  IT IS 33
 DG9014'FEET SOUTH OF THE CENTER OF MACADAM ROAD, 4 FEET SOUTH OF A WHITE
 DG9014'WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH AND
 DG9014'THE DISK IS STAMPED FRANCESVILLE NO 1 1947.
 DG9014'
 DG9014'REFERENCE MARK NO. 2 IS 77.77 FEET SOUTHWEST OF THE STATION.  IT IS 58
 DG9014'FEET EAST OF A FENCELINE AND IN THE NORTHEAST CORNER OF THE BASE OF
 DG9014'THE STANDPIPE OF WATER TANK.  IT IS A STANDARD USC AND GS REFERENCE
 DG9014'MARK DISK SET FLUSH IN THE CONCRETE BASE OF THE FOUNDATION AND IS
 DG9014'STAMPED FRANCESVILLE NO 2 1947.
 DG9014'
 DG9014'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 38 FEET EAST
 DG9014'OF A DRIVEWAY, 22 FEET SOUTH OF THE CENTER OF MACADAM ROAD, 2 FEET
 DG9014'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE
 DG9014'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FRANCESVILLE
 DG9014'1947.
 DG9014'
 DG9014'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MACADAM ROAD FOR
 DG9014'0.2 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 43, TURN LEFT SOUTH AND
 DG9014'GO 0.5 MILE TO A MACADAM T-ROAD LEFT, TURN LEFT AND GO 0.4 MILE TO THE
 DG9014'AZIMUTH MARK ON THE RIGHT.
 DG9014
 DG9014                          STATION RECOVERY (1989)
 DG9014
 DG9014'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 DG9014'RECOVERED IN GOOD CONDITION.
 DG9014
 DG9014                          STATION RECOVERY (2003)
 DG9014
 DG9014'RECOVERY NOTE BY JASPER COUNTY INDIANA 2003 (MK)
 DG9014'THE STATION IS LOCATED 14 MI EAST-NORTHEAST OF RENSSELAER, 6.75 MI
 DG9014'SOUTH OF MEDARYVILLE  AND IN FRANCESVILLE.  OWNERSHIP--TOWN OF
 DG9014'FRANCESVILLE.
 DG9014'
 DG9014'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 DG9014'STATE ROAD 114, GO  EAST ON ROAD 114 FOR 3.8 MI TO THE JUNCTION OF US
 DG9014'HIGHWAY 231 IN RENSSELAER.  CONTINUE AHEAD ON ROAD 114 FOR 13.65 MI TO
 DG9014'THE JUNCTION OF US HIGHWAY 421.  TURN LEFT AND GO  NORTH ON HIGHWAY
 DG9014'421 FOR 3.5 MI TO JAMES STREET AT FRANCESVILLE.  TURN RIGHT AND GO
 DG9014'EAST ON JAMES STREET FOR 0.22 MI TO THE STATION ON THE RIGHT.
 DG9014'
 DG9014'THE STATION IS 108.2 FT SOUTH OF THE CENTER OF JAMES STREET, 104.0 FT
 DG9014'EAST OF THE CENTER OF BROWN STREET, 85.48 FT SOUTHWEST OF
 DG9014'FRANCESVILLE RM 1, 72.75 FT EAST OF FRANCESVILLE RM 2, 75.65 FT
 DG9014'SOUTHWEST OF THE NORTH CORNER OF A 7 FT WOOD FENCE, 75 FT NORTHEAST OF
 DG9014'THE NORTHEAST CORNER OF AN ALUMINUM WHITE SHED AND 57.9 FT NORTHWEST
 DG9014'OF THE SOUTH END  OF THE WOOD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2006 ***********************************************************************
 JA2006  DESIGNATION -  FRANCISCO BRICK STACK
 JA2006  PID         -  JA2006
 JA2006  STATE/COUNTY-  IN/GIBSON
 JA2006  COUNTRY     -  US
 JA2006  USGS QUAD   -  FRANCISCO (2019)
 JA2006
 JA2006                         *CURRENT SURVEY CONTROL
 JA2006  ______________________________________________________________________
 JA2006* NAD 83(1997) POSITION- 38 19 19.94522(N) 087 27 47.10386(W)   ADJUSTED
 JA2006  ______________________________________________________________________
 JA2006  GEOID HEIGHT    -        -31.598 (meters)                     GEOID18
 JA2006  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 JA2006  HORZ ORDER      -  THIRD
 JA2006
 JA2006.The horizontal coordinates were established by classical geodetic methods
 JA2006.and adjusted by the National Geodetic Survey in May 1999.
 JA2006
 JA2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2006.GEOID18 height accuracy estimate available here.
 JA2006
 JA2006.Click photographs - Photos may exist for this station.
 JA2006
 JA2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2006
 JA2006. The following values were computed from the NAD 83(1997) position.
 JA2006
 JA2006;                    North         East     Units Scale Factor Converg.
 JA2006;SPC IN W     -   341,325.898   866,793.043   MT  0.99998024   -0 14 07.7
 JA2006;SPC IN W     - 1,119,833.38  2,843,803.51   sFT  0.99998024   -0 14 07.7
 JA2006;UTM  16      - 4,241,666.976   459,520.857   MT  0.99962018   -0 17 13.8
 JA2006
 JA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5952041666(NAD 83)
 JA2006
 JA2006                          SUPERSEDED SURVEY CONTROL
 JA2006
 JA2006  NAD 83(1993)-  38 19 19.95128(N)    087 27 47.10351(W) AD(       ) 3
 JA2006  NAD 83(1986)-  38 19 19.95405(N)    087 27 47.10496(W) AD(       ) 3
 JA2006  NAD 27      -  38 19 19.78693(N)    087 27 47.03446(W) AD(       ) 3
 JA2006
 JA2006.Superseded values are not recommended for survey control.
 JA2006
 JA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2006.See file dsdata.pdf to determine how the superseded data were derived.
 JA2006
 JA2006_MARKER: 63 = STACK
 JA2006
 JA2006  HISTORY     - Date     Condition        Report By
 JA2006  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2006  HISTORY     - 1967     GOOD             CGS
 JA2006
 JA2006                          STATION DESCRIPTION
 JA2006
 JA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2006'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION WAS NOT
 JA2006'DESCRIBED IN 1934.
 JA2006'A COMPLETE DESCRIPTION FOLLOWS.
 JA2006'
 JA2006'STATION IS LOCATED ABOUT 1.25 MILES SOUTHWEST OF FRANCISCO.
 JA2006'
 JA2006'TO REACH FROM THE POST OFFICE IN FRANCISCO. GO WEST ON STATE HIGHWAY
 JA2006'64 FOR 1.1 MILES
 JA2006'TO ROAD 550 E ON LEFT, TURN LEFT AND GO SOUTH ON
 JA2006'ROAD 550 E FOR 0.7 MILE TO SIDE
 JA2006'ROAD LEFT AND STATION 0.1 MILE
 JA2006'SOUTHEAST OF INTERSECTION.
 JA2006'
 JA2006'THE STACK IS ABOUT 200 FEET HIGH, IS ABOUT 8 FEET IN DIAMETER AT
 JA2006'BOTTOM AND 6 FEET
 JA2006'IN DIAMETER AT TOP, IS A CONCRETE STRUCTURE AND
 JA2006'STANDS ALONE BY THE REMAINS OF
 JA2006'CONCRETE BUILDING FOUNDATIONS.
 JA2006'
 JA2006'POINT INTERSECTED WAS TOP AND CENTER OF STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2002 ***********************************************************************
 JZ2002  DESIGNATION -  FRANK S 1
 JZ2002  PID         -  JZ2002
 JZ2002  STATE/COUNTY-  IN/FRANKLIN
 JZ2002  COUNTRY     -  US
 JZ2002  USGS QUAD   -  METAMORA (2019)
 JZ2002
 JZ2002                         *CURRENT SURVEY CONTROL
 JZ2002  ______________________________________________________________________
 JZ2002* NAD 83(1986) POSITION- 39 26 47.     (N) 085 09 03.     (W)   SCALED
 JZ2002* NAVD 88 ORTHO HEIGHT -   211.628 (meters)      694.32  (feet) ADJUSTED
 JZ2002  ______________________________________________________________________
 JZ2002  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 JZ2002  DYNAMIC HEIGHT  -        211.499 (meters)      693.89  (feet) COMP
 JZ2002  MODELED GRAVITY -    980,013.5   (mgal)                       NAVD 88
 JZ2002
 JZ2002  VERT ORDER      -  SECOND    CLASS 0
 JZ2002
 JZ2002.The horizontal coordinates were scaled from a map and have
 JZ2002.an estimated accuracy of +/- 6 seconds.
 JZ2002
 JZ2002.The orthometric height was determined by differential leveling and
 JZ2002.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2002.in June 1991.
 JZ2002
 JZ2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2002.GEOID18 height accuracy estimate available here.
 JZ2002
 JZ2002.Click photographs - Photos may exist for this station.
 JZ2002
 JZ2002.The dynamic height is computed by dividing the NAVD 88
 JZ2002.geopotential number by the normal gravity value computed on the
 JZ2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2002.degrees latitude (g = 980.6199 gals.).
 JZ2002
 JZ2002.The modeled gravity was interpolated from observed gravity values.
 JZ2002
 JZ2002;                    North         East    Units  Estimated Accuracy
 JZ2002;SPC IN E     -   466,180.      144,400.      MT  (+/- 180 meters Scaled)
 JZ2002
 JZ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ591679(NAD 83)
 JZ2002
 JZ2002                          SUPERSEDED SURVEY CONTROL
 JZ2002
 JZ2002  NGVD 29 (??/??/92)  211.788  (m)          694.84   (f) ADJ UNCH    2 0
 JZ2002
 JZ2002.Superseded values are not recommended for survey control.
 JZ2002
 JZ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2002.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2002
 JZ2002_STAMPING: FRANK S 1
 JZ2002
 JZ2002  HISTORY     - Date     Condition        Report By
 JZ2002  HISTORY     - UNK      MONUMENTED       INHD
 JZ2002  HISTORY     - 1947     GOOD             CGS
 JZ2002  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ2002
 JZ2002                          STATION DESCRIPTION
 JZ2002
 JZ2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2002'4.5 MI N FROM PEPPERTOWN.
 JZ2002'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ2002'CHURCH AT PEPPERTOWN, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF
 JZ2002'U.S. HIGHWAY 52, SET IN THE TOP OF THE WEST CONCRETE BANISTER
 JZ2002'OF A FOUR ARCH CONCRETE BRIDGE OVER SALT CREEK, 36.5 FEET SOUTH
 JZ2002'OF THE NORTH END OF THE BANISTER, 13 FEET WEST OF AND ABOUT
 JZ2002'3.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY.  NOTE-- MARK MAY
 JZ2002'BE REACHED FROM THE SCHOOL AT METAMORA, FRANKLIN COUNTY BY
 JZ2002'GOING ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 52, THENCE
 JZ2002'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 229.
 JZ2002
 JZ2002                          STATION RECOVERY (2018)
 JZ2002
 JZ2002'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2002'A NEW BRIDGE HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0920 ***********************************************************************
 LB0920  DESIGNATION -  FRANKFORT
 LB0920  PID         -  LB0920
 LB0920  STATE/COUNTY-  IN/CLINTON
 LB0920  COUNTRY     -  US
 LB0920  USGS QUAD   -  FRANKFORT (2019)
 LB0920
 LB0920                         *CURRENT SURVEY CONTROL
 LB0920  ______________________________________________________________________
 LB0920* NAD 83(1997) POSITION- 40 16 05.49535(N) 086 30 25.50216(W)   ADJUSTED
 LB0920* NAVD 88 ORTHO HEIGHT -   264.315 (meters)      867.17  (feet) ADJUSTED
 LB0920  ______________________________________________________________________
 LB0920  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LB0920  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 LB0920  DYNAMIC HEIGHT  -        264.176 (meters)      866.72  (feet) COMP
 LB0920  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB0920
 LB0920  HORZ ORDER      -  FIRST
 LB0920  VERT ORDER      -  SECOND    CLASS 0
 LB0920
 LB0920.The horizontal coordinates were established by classical geodetic methods
 LB0920.and adjusted by the National Geodetic Survey in May 1999.
 LB0920
 LB0920.The orthometric height was determined by differential leveling and
 LB0920.adjusted by the NATIONAL GEODETIC SURVEY
 LB0920.in June 1991.
 LB0920
 LB0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0920.GEOID18 height accuracy estimate available here.
 LB0920
 LB0920.Click photographs - Photos may exist for this station.
 LB0920
 LB0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0920
 LB0920.The dynamic height is computed by dividing the NAVD 88
 LB0920.geopotential number by the normal gravity value computed on the
 LB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0920.degrees latitude (g = 980.6199 gals.).
 LB0920
 LB0920.The modeled gravity was interpolated from observed gravity values.
 LB0920
 LB0920. The following values were computed from the NAD 83(1997) position.
 LB0920
 LB0920;                    North         East     Units Scale Factor Converg.
 LB0920;SPC IN W     -   557,455.381   949,013.608   MT  0.99999623   +0 22 20.9
 LB0920;SPC IN W     - 1,828,918.20  3,113,555.48   sFT  0.99999623   +0 22 20.9
 LB0920;UTM  16      - 4,457,641.253   541,910.183   MT  0.99962162   +0 19 07.0
 LB0920
 LB0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0920!SPC IN W     -   0.99996386  x   0.99999623  =   0.99996009
 LB0920!UTM  16      -   0.99996386  x   0.99962162  =   0.99958550
 LB0920
 LB0920:                Primary Azimuth Mark                     Grid Az
 LB0920:SPC IN W     -  FRANKFORT AZ MK                          240 59 26.9
 LB0920:UTM  16      -  FRANKFORT AZ MK                          241 02 40.8
 LB0920
 LB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4191057641(NAD 83)
 LB0920
 LB0920|---------------------------------------------------------------------|
 LB0920| PID    Reference Object                     Distance      Geod. Az  |
 LB0920|                                                           dddmmss.s |
 LB0920| LB2547 FRANKFORT CITY PARK TANK            APPROX. 2.8 KM 0053854.5 |
 LB0920| LB2539 FRANKFORT CITY POWER PLANT STK      APPROX. 2.1 KM 0174418.2 |
 LB0920| CC8734 FRANKFORT RM 3                       22.793 METERS 12855     |
 LB0920| LB0919 FRANKFORT RM 2                       49.378 METERS 19103     |
 LB0920| LB0918 FRANKFORT AZ MK                                    2412147.8 |
 LB0920| LB2550 FRANKFORT INGRAM RICHARDSON TK      APPROX. 2.5 KM 3044042.8 |
 LB0920| LB2548 FRANKFORT INDIANA BRASS CO TK       APPROX. 1.9 KM 3223725.7 |
 LB0920| LB2551 FRANKFORT HEATING PLANT STACK       APPROX. 1.6 KM 3423126.7 |
 LB0920| LB0921 FRANKFORT RM 1                       45.805 METERS 34856     |
 LB0920|---------------------------------------------------------------------|
 LB0920
 LB0920                          SUPERSEDED SURVEY CONTROL
 LB0920
 LB0920  NAD 83(1986)-  40 16 05.50216(N)    086 30 25.51512(W) AD(       ) 1
 LB0920  NAD 27      -  40 16 05.37150(N)    086 30 25.50410(W) AD(       ) 1
 LB0920  NGVD 29 (??/??/92)  264.42   (m)          867.5    (f) COMPUTED    2 0
 LB0920  NGVD 29             264.42   (m)          867.5    (f) LEVELING    3  
 LB0920
 LB0920.Superseded values are not recommended for survey control.
 LB0920
 LB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0920.See file dsdata.pdf to determine how the superseded data were derived.
 LB0920
 LB0920_MARKER: DS = TRIANGULATION STATION DISK
 LB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0920_STAMPING: FRANKFORT 1934
 LB0920_MARK LOGO: CGS
 LB0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0920+STABILITY: SURFACE MOTION
 LB0920
 LB0920  HISTORY     - Date     Condition        Report By
 LB0920  HISTORY     - 1934     MONUMENTED       CGS
 LB0920  HISTORY     - 1946     GOOD             CGS
 LB0920  HISTORY     - 1948     GOOD             CGS
 LB0920  HISTORY     - 1966     GOOD             CGS
 LB0920  HISTORY     - 20221005 MARK NOT FOUND   INDOT
 LB0920
 LB0920                          STATION DESCRIPTION
 LB0920
 LB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0920'IN THE CITY OF FRANKFORT, IN THE EAST SIDE OF THE CLINTON COUNTY FAIR
 LB0920'GROUNDS, 35 FEET WEST OF THE EAST-WEST FENCE, 40 FEET EAST OF THE
 LB0920'EAST RAIL OF THE RACE TRACK, 28 FEET SOUTH OF A LARGE OAK TREE, 34
 LB0920'FEET NORTH OF ANOTHER LARGE OAK TREE, ABOUT 100 YARDS SOUTH OF THE
 LB0920'BOARD GATE IN THE NORTHEAST CORNER OF THE GROUNDS, 20 PACES NORTH
 LB0920'OF BOARD FENCE, AND PROJECTS 4 INCHES.
 LB0920'
 LB0920'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB0920'DISKS SET IN CONCRETE.
 LB0920'
 LB0920'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 0.5 FEET
 LB0920'WEST OF THE FENCE LINE, 80 FEET EAST OF THE EAST RAIL OF THE TRACK,
 LB0920'ABOUT 50 YARDS SOUTH OF THE NORTHEAST CORNER OF THE GROUNDS, AND IS
 LB0920'FLUSH WITH THE SURFACE.  REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST
 LB0920'OF THE STATION ALONG THE EAST RAIL OF THE TRACK, AND IS FLUSH WITH
 LB0920'THE SURFACE.
 LB0920'
 LB0920'AZIMUTH MARK IS SOUTHWEST OF THE STATION, ALONG THE NORTH-SOUTH FENCE
 LB0920'LINE ON THE WEST SIDE OF THE GROUNDS, ABOUT 50 YARDS SOUTH-SOUTHWEST
 LB0920'OF THE GRANDSTAND, AND PROJECTS 9 INCHES.
 LB0920
 LB0920                          STATION RECOVERY (1946)
 LB0920
 LB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0920'AT FRANKFORT.
 LB0920'AT FRANKFORT, AT CLINTON COUNTY FAIR GROUNDS, 293 FEET SOUTH OF THE
 LB0920'NORTHEAST CORNER OF THE FAIRGROUNDS FENCE, 35.5 FEET WEST OF THE
 LB0920'EAST BOUNDARY FENCE LINE, 33 FEET NORTH OF A 30-INCH MAPLE TREE,
 LB0920'40.5 FEET EAST OF THE EAST RAIL OF THE RACE TRACK, 1 1/2 FOOT
 LB0920'SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 LB0920'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  A STANDARD
 LB0920'TRIANGULATION-STATION DISK, STAMPED FRANKFORT 1934.
 LB0920
 LB0920                          STATION RECOVERY (1948)
 LB0920
 LB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB0920'RECOVERED.
 LB0920
 LB0920                          STATION RECOVERY (1966)
 LB0920
 LB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB0920'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 LB0920'A REQUEST WAS RECEIVED TO MOVE R. M. NO. 2 AS IT WAS IN THE EDGE OF
 LB0920'THE RACE TRACK.  THIS MARK WAS REMOVED AND R. M. NO. 3 WAS
 LB0920'ESTABLISHED.
 LB0920'
 LB0920'THE STATION IS LOCATED IN THE CITY OF FRANKFORT, AT THE EAST SIDE
 LB0920'OF THE CLINTON COUNTY FAIR GROUNDS AND IS 0.05 MILE SOUTH OF THE
 LB0920'INTERSECTION OF ALHAMBRA AND FAIRGROUND STREETS.  THE STATION MARK
 LB0920'IS 62 FEET WEST OF THE CENTERLINE OF A BRICK STREET, 37.5 FEET
 LB0920'SOUTHWEST OF THE NORTH GATE POST FOR A STEEL GATE, 37.5 FEET WEST OF
 LB0920'THE SOUTH GATE POST AND 39.5 FEET EAST OF THE EAST RAIL OF RACE
 LB0920'TRACK.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKFORT 1934.
 LB0920'
 LB0920'R. M. NO. 1 IS 25 FEET WEST OF THE CENTERLINE OF THE BRICK STREET,
 LB0920'2.5 FEET SOUTHWEST OF A POWERLINE POLE AND 0.5 FOOT EAST OF EAST
 LB0920'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKFORT NO 1
 LB0920'1934.
 LB0920'
 LB0920'R. M. NO. 3 IS 51 FEET SOUTH OF SOUTH GATE POST OF METAL GATE, 27.5
 LB0920'FEET WEST OF THE CENTERLINE OF A BRICK STREET AND 0.5 FOOT WEST OF
 LB0920'THE FENCE AT THE EAST SIDE OF THE FAIRGROUNDS.  THE MARK IS FLUSH
 LB0920'AND THE DISK IS STAMPED FRANKFORT NO 3 1934.
 LB0920'
 LB0920'THE AZIMUTH MARK IS ABOUT 300 FEET WEST OF THE CLINTON COUNTY
 LB0920'FAIRGROUNDS GRANDSTAND AND 1 FOOT EAST OF THE FENCE AT THE WEST SIDE
 LB0920'OF THE GROUNDS.
 LB0920'
 LB0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FRANKFORT.
 LB0920
 LB0920                          STATION RECOVERY (2022)
 LB0920
 LB0920'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0920'STAKED OUT TO THE MARK COORDINATES GIVEN ON THE NATIONAL GEODETIC
 LB0920'SURVEY DATA SHEET.  STAKED LOCATION FALLS IN THE MIDDLE OF A GRAVEL
 LB0920'PERIMITER ROAD FOR THE CLINTON COUNTY FAIRGROUNDS HORSE RACING TRACK.
 LB0920'EXCAVATED ABOUT 2 INCHES (5 CM) BUT DID NOT FIND THE MARK.  DID NOT
 LB0920'EXCAVATE ANY FURTHER DO TO THE FACT THAT IT APPEARS THE ROAD IS USED
 LB0920'BY HORSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0744 ***********************************************************************
 LB0744  DESIGNATION -  FRANKFORT
 LB0744  PID         -  LB0744
 LB0744  STATE/COUNTY-  IN/CLINTON
 LB0744  COUNTRY     -  US
 LB0744  USGS QUAD   -  FRANKFORT (2019)
 LB0744
 LB0744                         *CURRENT SURVEY CONTROL
 LB0744  ______________________________________________________________________
 LB0744* NAD 83(1986) POSITION- 40 16 53.18   (N) 086 30 39.53   (W)   HD_HELD1
 LB0744* NAVD 88 ORTHO HEIGHT -   260.473 (meters)      854.57  (feet) ADJUSTED
 LB0744  ______________________________________________________________________
 LB0744  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 LB0744  DYNAMIC HEIGHT  -        260.337 (meters)      854.12  (feet) COMP
 LB0744  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 LB0744
 LB0744  VERT ORDER      -  SECOND    CLASS 0
 LB0744
 LB0744.The horizontal coordinates were determined by differentially corrected
 LB0744.hand held GPS observations or other comparable positioning techniques
 LB0744.and have an estimated accuracy of +/- 3 meters.
 LB0744
 LB0744.The orthometric height was determined by differential leveling and
 LB0744.adjusted by the NATIONAL GEODETIC SURVEY
 LB0744.in June 1991.
 LB0744
 LB0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0744.GEOID18 height accuracy estimate available here.
 LB0744
 LB0744.Click photographs - Photos may exist for this station.
 LB0744
 LB0744.The dynamic height is computed by dividing the NAVD 88
 LB0744.geopotential number by the normal gravity value computed on the
 LB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0744.degrees latitude (g = 980.6199 gals.).
 LB0744
 LB0744.The modeled gravity was interpolated from observed gravity values.
 LB0744
 LB0744;                    North         East    Units  Estimated Accuracy
 LB0744;SPC IN W     -   558,924.0     948,672.7     MT  (+/- 3 meters HH1 GPS) 
 LB0744
 LB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4157059109(NAD 83)
 LB0744
 LB0744                          SUPERSEDED SURVEY CONTROL
 LB0744
 LB0744  NGVD 29 (??/??/92)  260.58   (m)          854.9    (f) COMPUTED    2 0
 LB0744
 LB0744.Superseded values are not recommended for survey control.
 LB0744
 LB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0744.See file dsdata.pdf to determine how the superseded data were derived.
 LB0744
 LB0744_MARKER: DB = BENCH MARK DISK
 LB0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0744_STAMPING: FRANKFORT 1934
 LB0744_MARK LOGO: CGS
 LB0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0744+STABILITY: SURFACE MOTION
 LB0744
 LB0744  HISTORY     - Date     Condition        Report By
 LB0744  HISTORY     - 1934     MONUMENTED       CGS
 LB0744  HISTORY     - 1946     GOOD             CGS
 LB0744
 LB0744                          STATION DESCRIPTION
 LB0744
 LB0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0744'AT FRANKFORT.
 LB0744'AT FRANKFORT, CLINTON COUNTY, AT THE SOUTHWEST CORNER OF THE
 LB0744'INTERSECTION OF JACKSON AND WASHINGTON STREETS, AT THE COURTHOUSE,
 LB0744'IN THE NORTHEAST CORNER OF THE COURTHOUSE LAWN, AND 12 YARDS
 LB0744'NORTHEAST OF A CANNON.  A STANDARD DISK, STAMPED FRANKFORT 1934
 LB0744'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LB0744'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0918 ***********************************************************************
 LB0918  DESIGNATION -  FRANKFORT AZ MK
 LB0918  PID         -  LB0918
 LB0918  STATE/COUNTY-  IN/CLINTON
 LB0918  COUNTRY     -  US
 LB0918  USGS QUAD   -  FRANKFORT (2019)
 LB0918
 LB0918                         *CURRENT SURVEY CONTROL
 LB0918  ______________________________________________________________________
 LB0918* NAD 83(1986) POSITION- 40 15 58.     (N) 086 30 38.     (W)   SCALED
 LB0918* NAVD 88 ORTHO HEIGHT -   265.262 (meters)      870.28  (feet) ADJUSTED
 LB0918  ______________________________________________________________________
 LB0918  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 LB0918  DYNAMIC HEIGHT  -        265.122 (meters)      869.82  (feet) COMP
 LB0918  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB0918
 LB0918  VERT ORDER      -  SECOND    CLASS 0
 LB0918
 LB0918.The horizontal coordinates were scaled from a map and have
 LB0918.an estimated accuracy of +/- 6 seconds.
 LB0918
 LB0918.The orthometric height was determined by differential leveling and
 LB0918.adjusted by the NATIONAL GEODETIC SURVEY
 LB0918.in June 1991.
 LB0918
 LB0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0918.GEOID18 height accuracy estimate available here.
 LB0918
 LB0918.Click photographs - Photos may exist for this station.
 LB0918
 LB0918.The dynamic height is computed by dividing the NAVD 88
 LB0918.geopotential number by the normal gravity value computed on the
 LB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0918.degrees latitude (g = 980.6199 gals.).
 LB0918
 LB0918.The modeled gravity was interpolated from observed gravity values.
 LB0918
 LB0918;                    North         East    Units  Estimated Accuracy
 LB0918;SPC IN W     -   557,220.      948,720.      MT  (+/- 180 meters Scaled)
 LB0918
 LB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416574(NAD 83)
 LB0918
 LB0918                          SUPERSEDED SURVEY CONTROL
 LB0918
 LB0918  NGVD 29 (??/??/92)  265.366  (m)          870.62   (f) ADJ UNCH    2 0
 LB0918
 LB0918.Superseded values are not recommended for survey control.
 LB0918
 LB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0918.See file dsdata.pdf to determine how the superseded data were derived.
 LB0918
 LB0918_MARKER: DZ = AZIMUTH MARK DISK
 LB0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0918_STAMPING: FRANKFORT 1934
 LB0918_MARK LOGO: CGS
 LB0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0918+STABILITY: SURFACE MOTION
 LB0918
 LB0918  HISTORY     - Date     Condition        Report By
 LB0918  HISTORY     - 1934     MONUMENTED       CGS
 LB0918  HISTORY     - 1946     GOOD             CGS
 LB0918
 LB0918                          STATION DESCRIPTION
 LB0918
 LB0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0918'AT FRANKFORT.
 LB0918'AT FRANKFORT, AT CLINTON COUNTY FAIR GROUNDS, 259 FEET SOUTHWEST
 LB0918'OF THE NORTHWEST CORNER OF THE GRANDSTAND, 265 FEET NORTHWEST
 LB0918'OF THE SOUTHWEST CORNER OF THE GRANDSTAND, 1 FOOT EAST OF A
 LB0918'NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 LB0918'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 LB0918'AN AZIMUTH-MARK DISK, STAMPED FRANKFORT 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2553 ***********************************************************************
 LB2553  DESIGNATION -  FRANKFORT BEL TEL MW KSN 77
 LB2553  PID         -  LB2553
 LB2553  STATE/COUNTY-  IN/CLINTON
 LB2553  COUNTRY     -  US
 LB2553  USGS QUAD   -  FRANKFORT (2019)
 LB2553
 LB2553                         *CURRENT SURVEY CONTROL
 LB2553  ______________________________________________________________________
 LB2553* NAD 83(1997) POSITION- 40 18 18.08259(N) 086 30 00.23280(W)   ADJUSTED
 LB2553  ______________________________________________________________________
 LB2553  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 LB2553  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 LB2553  HORZ ORDER      -  THIRD
 LB2553
 LB2553.The horizontal coordinates were established by classical geodetic methods
 LB2553.and adjusted by the National Geodetic Survey in May 1999.
 LB2553
 LB2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2553.GEOID18 height accuracy estimate available here.
 LB2553
 LB2553.Click photographs - Photos may exist for this station.
 LB2553
 LB2553.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2553
 LB2553. The following values were computed from the NAD 83(1997) position.
 LB2553
 LB2553;                    North         East     Units Scale Factor Converg.
 LB2553;SPC IN W     -   561,548.769   949,583.724   MT  0.99999692   +0 22 38.3
 LB2553;SPC IN W     - 1,842,347.92  3,115,425.93   sFT  0.99999692   +0 22 38.3
 LB2553;UTM  16      - 4,461,732.571   542,483.934   MT  0.99962222   +0 19 24.2
 LB2553
 LB2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4248361732(NAD 83)
 LB2553
 LB2553                          SUPERSEDED SURVEY CONTROL
 LB2553
 LB2553  NAD 83(1986)-  40 18 18.08938(N)    086 30 00.24262(W) AD(       ) 3
 LB2553  NAD 27      -  40 18 17.96302(N)    086 30 00.23192(W) AD(       ) 3
 LB2553
 LB2553.Superseded values are not recommended for survey control.
 LB2553
 LB2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2553.See file dsdata.pdf to determine how the superseded data were derived.
 LB2553
 LB2553_MARKER: 41 = ANTENNA MAST
 LB2553
 LB2553  HISTORY     - Date     Condition        Report By
 LB2553  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2553
 LB2553                          STATION DESCRIPTION
 LB2553
 LB2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2553'FRANKFORT, INDIANA BELL TELEPHONE COMPANY MICROWAVE KSN 77 IS
 LB2553'LOCATED ABOUT 1.5 MILES NORTHEAST OF FRANKFORT.
 LB2553'
 LB2553'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURT
 LB2553'HOUSE IN FRANKFORT, GO EAST ON WASHINGTON AVENUE FOR 0.15 MILE
 LB2553'TO A FORK.  BEAR LEFT AND GO NORTHEASTERLY, STILL ON WASHINGTON
 LB2553'AVENUE, FOR 0.45 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 LB2553'NORTHERLY ON BURLINGTON AVENUE FOR 1.45 MILES TO THE STATION
 LB2553'ON THE RIGHT.
 LB2553'
 LB2553'STATION IS THE RED LIGHT ATOP THE RED AND WHITE, TRIANGULAR
 LB2553'STEEL MAST.  THE MAST HAS AN OVERALL HEIGHT OF 303 FEET AND HAS
 LB2553'2 OCTAGON SHAPED REFLECTORS AT THE TOP AND 1 ABOUT HALF WAY OF
 LB2553'THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2547 ***********************************************************************
 LB2547  DESIGNATION -  FRANKFORT CITY PARK TANK
 LB2547  PID         -  LB2547
 LB2547  STATE/COUNTY-  IN/CLINTON
 LB2547  COUNTRY     -  US
 LB2547  USGS QUAD   -  FRANKFORT (2019)
 LB2547
 LB2547                         *CURRENT SURVEY CONTROL
 LB2547  ______________________________________________________________________
 LB2547* NAD 83(1997) POSITION- 40 17 36.20587(N) 086 30 13.78568(W)   ADJUSTED
 LB2547  ______________________________________________________________________
 LB2547  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 LB2547  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 LB2547  HORZ ORDER      -  THIRD
 LB2547
 LB2547.The horizontal coordinates were established by classical geodetic methods
 LB2547.and adjusted by the National Geodetic Survey in May 1999.
 LB2547
 LB2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2547.GEOID18 height accuracy estimate available here.
 LB2547
 LB2547.Click photographs - Photos may exist for this station.
 LB2547
 LB2547.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2547
 LB2547. The following values were computed from the NAD 83(1997) position.
 LB2547
 LB2547;                    North         East     Units Scale Factor Converg.
 LB2547;SPC IN W     -   560,255.032   949,272.136   MT  0.99999654   +0 22 29.2
 LB2547;SPC IN W     - 1,838,103.38  3,114,403.67   sFT  0.99999654   +0 22 29.2
 LB2547;UTM  16      - 4,460,439.612   542,171.246   MT  0.99962189   +0 19 15.2
 LB2547
 LB2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4217160439(NAD 83)
 LB2547
 LB2547                          SUPERSEDED SURVEY CONTROL
 LB2547
 LB2547  NAD 83(1986)-  40 17 36.21272(N)    086 30 13.79846(W) AD(       ) 3
 LB2547  NAD 27      -  40 17 36.08300(N)    086 30 13.78700(W) AD(       ) 3
 LB2547
 LB2547.Superseded values are not recommended for survey control.
 LB2547
 LB2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2547.See file dsdata.pdf to determine how the superseded data were derived.
 LB2547
 LB2547_MARKER: 53 = ELEVATED TANK
 LB2547
 LB2547  HISTORY     - Date     Condition        Report By
 LB2547  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2547
 LB2547                          STATION DESCRIPTION
 LB2547
 LB2547'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2539 ***********************************************************************
 LB2539  DESIGNATION -  FRANKFORT CITY POWER PLANT STK
 LB2539  PID         -  LB2539
 LB2539  STATE/COUNTY-  IN/CLINTON
 LB2539  COUNTRY     -  US
 LB2539  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2539
 LB2539                         *CURRENT SURVEY CONTROL
 LB2539  ______________________________________________________________________
 LB2539* NAD 83(1997) POSITION- 40 17 09.99093(N) 086 29 58.56224(W)   ADJUSTED
 LB2539  ______________________________________________________________________
 LB2539  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 LB2539  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 LB2539  HORZ ORDER      -  THIRD
 LB2539
 LB2539.The horizontal coordinates were established by classical geodetic methods
 LB2539.and adjusted by the National Geodetic Survey in May 1999.
 LB2539
 LB2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2539.GEOID18 height accuracy estimate available here.
 LB2539
 LB2539.Click photographs - Photos may exist for this station.
 LB2539
 LB2539.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2539
 LB2539. The following values were computed from the NAD 83(1997) position.
 LB2539
 LB2539;                    North         East     Units Scale Factor Converg.
 LB2539;SPC IN W     -   559,448.826   949,637.012   MT  0.99999698   +0 22 38.8
 LB2539;SPC IN W     - 1,835,458.36  3,115,600.76   sFT  0.99999698   +0 22 38.8
 LB2539;UTM  16      - 4,459,633.365   542,535.227   MT  0.99962227   +0 19 24.8
 LB2539
 LB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4253559633(NAD 83)
 LB2539
 LB2539                          SUPERSEDED SURVEY CONTROL
 LB2539
 LB2539  NAD 83(1986)-  40 17 09.99781(N)    086 29 58.57505(W) AD(       ) 3
 LB2539  NAD 27      -  40 17 09.86800(N)    086 29 58.56500(W) AD(       ) 3
 LB2539
 LB2539.Superseded values are not recommended for survey control.
 LB2539
 LB2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2539.See file dsdata.pdf to determine how the superseded data were derived.
 LB2539
 LB2539_MARKER: 63 = STACK
 LB2539
 LB2539  HISTORY     - Date     Condition        Report By
 LB2539  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2539
 LB2539                          STATION DESCRIPTION
 LB2539
 LB2539'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2549 ***********************************************************************
 LB2549  DESIGNATION -  FRANKFORT CLINTON CTHSE DOME
 LB2549  PID         -  LB2549
 LB2549  STATE/COUNTY-  IN/CLINTON
 LB2549  COUNTRY     -  US
 LB2549  USGS QUAD   -  FRANKFORT (2019)
 LB2549
 LB2549                         *CURRENT SURVEY CONTROL
 LB2549  ______________________________________________________________________
 LB2549* NAD 83(1997) POSITION- 40 16 52.09814(N) 086 30 40.81143(W)   ADJUSTED
 LB2549  ______________________________________________________________________
 LB2549  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 LB2549  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LB2549  HORZ ORDER      -  THIRD
 LB2549
 LB2549.The horizontal coordinates were established by classical geodetic methods
 LB2549.and adjusted by the National Geodetic Survey in May 1999.
 LB2549
 LB2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2549.GEOID18 height accuracy estimate available here.
 LB2549
 LB2549.Click photographs - Photos may exist for this station.
 LB2549
 LB2549.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2549
 LB2549. The following values were computed from the NAD 83(1997) position.
 LB2549
 LB2549;                    North         East     Units Scale Factor Converg.
 LB2549;SPC IN W     -   558,890.438   948,642.621   MT  0.99999578   +0 22 11.4
 LB2549;SPC IN W     - 1,833,626.38  3,112,338.33   sFT  0.99999578   +0 22 11.4
 LB2549;UTM  16      - 4,459,076.121   541,540.684   MT  0.99962124   +0 18 57.4
 LB2549
 LB2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4154059076(NAD 83)
 LB2549
 LB2549                          SUPERSEDED SURVEY CONTROL
 LB2549
 LB2549  NAD 83(1986)-  40 16 52.10515(N)    086 30 40.82445(W) AD(       ) 3
 LB2549  NAD 27      -  40 16 51.97400(N)    086 30 40.81400(W) AD(       ) 3
 LB2549
 LB2549.Superseded values are not recommended for survey control.
 LB2549
 LB2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2549.See file dsdata.pdf to determine how the superseded data were derived.
 LB2549
 LB2549_MARKER: 87 = DOME
 LB2549
 LB2549  HISTORY     - Date     Condition        Report By
 LB2549  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2549  HISTORY     - 1970     GOOD             NGS
 LB2549
 LB2549                          STATION DESCRIPTION
 LB2549
 LB2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2549'FRANKFORT, CLINTON COUNTY COURTHOUSE DOME.  THIS COURTHOUSE DOME WAS
 LB2549'POSITIONED IN 1934, BUT NO DESCRIPTION WAS FOUND FOR THIS STATION.
 LB2549'FOLLOWING IS A COMPLETE DESCRIPTION--
 LB2549'
 LB2549'STATION IS THE TOP CENTER OF THE SILVER DOME OF THE CLINTON COUNTY
 LB2549'COURTHOUSE.  THE COURTHOUSE IS LOCATED IN THE APPROXIMATE CENTER OF
 LB2549'FRANKFORT AND HAS AN OVERALL HEIGHT OF ABOUT 150 FEET.
 LB2549'
 LB2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FRANKFORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5379 ***********************************************************************
 DM5379  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5379  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5379  DESIGNATION -  FRANKFORT CORS ARP
 DM5379  CORS_ID     -  INFR
 DM5379  PID         -  DM5379
 DM5379  STATE/COUNTY-  IN/CLINTON
 DM5379  COUNTRY     -  US
 DM5379  USGS QUAD   -  FRANKFORT (2019)
 DM5379
 DM5379                         *CURRENT SURVEY CONTROL
 DM5379  ______________________________________________________________________
 DM5379* NAD 83(2011) POSITION- 40 16 42.15388(N) 086 31 57.71212(W)   ADJUSTED
 DM5379* NAD 83(2011) ELLIP HT-   236.959 (meters)        (04/??/25)   ADJUSTED
 DM5379* NAD 83(2011) EPOCH   -  2010.00
 DM5379* NAVD 88 ORTHO HEIGHT -   270.88  (meters)      888.7   (feet) GPS OBS
 DM5379  ______________________________________________________________________
 DM5379  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 DM5379  NAD 83(2011) X  -    294,711.446 (meters)                     COMP
 DM5379  NAD 83(2011) Y  - -4,864,042.208 (meters)                     COMP
 DM5379  NAD 83(2011) Z  -  4,101,768.940 (meters)                     COMP
 DM5379
 DM5379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5379  Standards:
 DM5379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5379  -------------------------------------------------------------------
 DM5379  NETWORK    0.14   0.20           0.07   0.03   0.10     -0.26504600
 DM5379  -------------------------------------------------------------------
 DM5379
 DM5379.The coordinates were established by GPS observations
 DM5379.and adjusted by the National Geodetic Survey in April 2025.
 DM5379
 DM5379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5379.been affixed to the stable North American Tectonic Plate. 
 DM5379
 DM5379.The coordinates are valid at the epoch date displayed above
 DM5379.which is a decimal equivalence of Year/Month/Day.
 DM5379
 DM5379.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5379.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5379.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5379.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5379.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5379.published epoch of 2010.00.
 DM5379
 DM5379.Additional information on MYCS is available at:
 DM5379.https://geodesy.noaa.gov/CORS/index.shtml
 DM5379
 DM5379.The orthometric height was determined by GPS observations and a
 DM5379.high-resolution geoid model using precise GPS observation and
 DM5379.processing techniques.
 DM5379
 DM5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5379.GEOID18 height accuracy estimate available here.
 DM5379
 DM5379.The PID for the CORS L1 Phase Center is DS2886.
 DM5379
 DM5379.Click photographs - Photos may exist for this station.
 DM5379
 DM5379.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5379
 DM5379.The ellipsoidal height was determined by GPS observations
 DM5379.and is referenced to NAD 83.
 DM5379
 DM5379. The following values were computed from the NAD 83(2011) position.
 DM5379
 DM5379;                    North         East     Units Scale Factor Converg.
 DM5379;SPC IN W     -   558,572.214   946,827.952   MT  0.99999365   +0 21 21.6
 DM5379;SPC IN W     - 1,832,582.34  3,106,384.71   sFT  0.99999365   +0 21 21.6
 DM5379;UTM  16      - 4,458,759.722   539,726.396   MT  0.99961943   +0 18 07.6
 DM5379
 DM5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5379!SPC IN W     -   0.99996283  x   0.99999365  =   0.99995648
 DM5379!UTM  16      -   0.99996283  x   0.99961943  =   0.99958227
 DM5379
 DM5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3972658759(NAD 83)
 DM5379
 DM5379                          SUPERSEDED SURVEY CONTROL
 DM5379
 DM5379  NAD 83(2011)-  40 16 42.15398(N)    086 31 57.71208(W) AD(2010.00) c
 DM5379  ELLIP H (06/??/19)  236.962  (m)                       GP(2010.00) c c
 DM5379  NAD 83(2011)-  40 16 42.15407(N)    086 31 57.71210(W) AD(2010.00) c
 DM5379  ELLIP H (08/??/11)  236.955  (m)                       GP(2010.00) c c
 DM5379  NAD 83(CORS)-  40 16 42.15453(N)    086 31 57.71304(W) AD(2002.00) c
 DM5379  ELLIP H (02/??/11)  236.938  (m)                       GP(2002.00) c c
 DM5379
 DM5379.Superseded values are not recommended for survey control.
 DM5379
 DM5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5379.See file dsdata.pdf to determine how the superseded data were derived.
 DM5379
 DM5379_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5379
 DM5379                          STATION DESCRIPTION
 DM5379
 DM5379'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5379'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5379'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5379'AND LOG FILES ACCESSIBLE AT:
 DM5379'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2551 ***********************************************************************
 LB2551  DESIGNATION -  FRANKFORT HEATING PLANT STACK
 LB2551  PID         -  LB2551
 LB2551  STATE/COUNTY-  IN/CLINTON
 LB2551  COUNTRY     -  US
 LB2551  USGS QUAD   -  FRANKFORT (2019)
 LB2551
 LB2551                         *CURRENT SURVEY CONTROL
 LB2551  ______________________________________________________________________
 LB2551* NAD 83(1997) POSITION- 40 16 56.48798(N) 086 30 46.46488(W)   ADJUSTED
 LB2551  ______________________________________________________________________
 LB2551  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 LB2551  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LB2551  HORZ ORDER      -  THIRD
 LB2551
 LB2551.The horizontal coordinates were established by classical geodetic methods
 LB2551.and adjusted by the National Geodetic Survey in May 1999.
 LB2551
 LB2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2551.GEOID18 height accuracy estimate available here.
 LB2551
 LB2551.Click photographs - Photos may exist for this station.
 LB2551
 LB2551.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2551
 LB2551. The following values were computed from the NAD 83(1997) position.
 LB2551
 LB2551;                    North         East     Units Scale Factor Converg.
 LB2551;SPC IN W     -   559,024.976   948,508.202   MT  0.99999562   +0 22 07.7
 LB2551;SPC IN W     - 1,834,067.78  3,111,897.33   sFT  0.99999562   +0 22 07.7
 LB2551;UTM  16      - 4,459,210.735   541,406.442   MT  0.99962110   +0 18 53.8
 LB2551
 LB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4140659210(NAD 83)
 LB2551
 LB2551                          SUPERSEDED SURVEY CONTROL
 LB2551
 LB2551  NAD 83(1986)-  40 16 56.49491(N)    086 30 46.47769(W) AD(       ) 3
 LB2551  NAD 27      -  40 16 56.36500(N)    086 30 46.46500(W) AD(       ) 3
 LB2551
 LB2551.Superseded values are not recommended for survey control.
 LB2551
 LB2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2551.See file dsdata.pdf to determine how the superseded data were derived.
 LB2551
 LB2551_MARKER: 63 = STACK
 LB2551
 LB2551  HISTORY     - Date     Condition        Report By
 LB2551  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2551
 LB2551                          STATION DESCRIPTION
 LB2551
 LB2551'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2548 ***********************************************************************
 LB2548  DESIGNATION -  FRANKFORT INDIANA BRASS CO TK
 LB2548  PID         -  LB2548
 LB2548  STATE/COUNTY-  IN/CLINTON
 LB2548  COUNTRY     -  US
 LB2548  USGS QUAD   -  FRANKFORT (2019)
 LB2548
 LB2548                         *CURRENT SURVEY CONTROL
 LB2548  ______________________________________________________________________
 LB2548* NAD 83(1997) POSITION- 40 16 53.75165(N) 086 31 13.63712(W)   ADJUSTED
 LB2548  ______________________________________________________________________
 LB2548  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LB2548  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LB2548  HORZ ORDER      -  THIRD
 LB2548
 LB2548.The horizontal coordinates were established by classical geodetic methods
 LB2548.and adjusted by the National Geodetic Survey in May 1999.
 LB2548
 LB2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2548.GEOID18 height accuracy estimate available here.
 LB2548
 LB2548.Click photographs - Photos may exist for this station.
 LB2548
 LB2548.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2548
 LB2548. The following values were computed from the NAD 83(1997) position.
 LB2548
 LB2548;                    North         East     Units Scale Factor Converg.
 LB2548;SPC IN W     -   558,936.473   947,866.877   MT  0.99999486   +0 21 50.2
 LB2548;SPC IN W     - 1,833,777.41  3,109,793.25   sFT  0.99999486   +0 21 50.2
 LB2548;UTM  16      - 4,459,122.868   540,765.275   MT  0.99962046   +0 18 36.2
 LB2548
 LB2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4076559122(NAD 83)
 LB2548
 LB2548                          SUPERSEDED SURVEY CONTROL
 LB2548
 LB2548  NAD 83(1986)-  40 16 53.75863(N)    086 31 13.64996(W) AD(       ) 3
 LB2548  NAD 27      -  40 16 53.62900(N)    086 31 13.63600(W) AD(       ) 3
 LB2548
 LB2548.Superseded values are not recommended for survey control.
 LB2548
 LB2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2548.See file dsdata.pdf to determine how the superseded data were derived.
 LB2548
 LB2548_MARKER: 53 = ELEVATED TANK
 LB2548
 LB2548  HISTORY     - Date     Condition        Report By
 LB2548  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2548
 LB2548                          STATION DESCRIPTION
 LB2548
 LB2548'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2550 ***********************************************************************
 LB2550  DESIGNATION -  FRANKFORT INGRAM RICHARDSON TK
 LB2550  PID         -  LB2550
 LB2550  STATE/COUNTY-  IN/CLINTON
 LB2550  COUNTRY     -  US
 LB2550  USGS QUAD   -  FRANKFORT (2019)
 LB2550
 LB2550                         *CURRENT SURVEY CONTROL
 LB2550  ______________________________________________________________________
 LB2550* NAD 83(1997) POSITION- 40 16 52.37424(N) 086 31 53.98862(W)   ADJUSTED
 LB2550  ______________________________________________________________________
 LB2550  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 LB2550  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 LB2550  HORZ ORDER      -  THIRD
 LB2550
 LB2550.The horizontal coordinates were established by classical geodetic methods
 LB2550.and adjusted by the National Geodetic Survey in May 1999.
 LB2550
 LB2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2550.GEOID18 height accuracy estimate available here.
 LB2550
 LB2550.Click photographs - Photos may exist for this station.
 LB2550
 LB2550.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2550
 LB2550. The following values were computed from the NAD 83(1997) position.
 LB2550
 LB2550;                    North         East     Units Scale Factor Converg.
 LB2550;SPC IN W     -   558,887.994   946,913.951   MT  0.99999375   +0 21 24.1
 LB2550;SPC IN W     - 1,833,618.36  3,106,666.85   sFT  0.99999375   +0 21 24.1
 LB2550;UTM  16      - 4,459,075.303   539,812.660   MT  0.99961951   +0 18 10.1
 LB2550
 LB2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3981259075(NAD 83)
 LB2550
 LB2550                          SUPERSEDED SURVEY CONTROL
 LB2550
 LB2550  NAD 83(1986)-  40 16 52.38129(N)    086 31 54.00173(W) AD(       ) 3
 LB2550  NAD 27      -  40 16 52.25100(N)    086 31 53.98700(W) AD(       ) 3
 LB2550
 LB2550.Superseded values are not recommended for survey control.
 LB2550
 LB2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2550.See file dsdata.pdf to determine how the superseded data were derived.
 LB2550
 LB2550_MARKER: 53 = ELEVATED TANK
 LB2550
 LB2550  HISTORY     - Date     Condition        Report By
 LB2550  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2550
 LB2550                          STATION DESCRIPTION
 LB2550
 LB2550'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2535 ***********************************************************************
 LB2535  DESIGNATION -  FRANKFORT RADIO STA WILO MAST
 LB2535  PID         -  LB2535
 LB2535  STATE/COUNTY-  IN/CLINTON
 LB2535  COUNTRY     -  US
 LB2535  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2535
 LB2535                         *CURRENT SURVEY CONTROL
 LB2535  ______________________________________________________________________
 LB2535* NAD 83(1997) POSITION- 40 16 40.35433(N) 086 29 06.97536(W)   ADJUSTED
 LB2535  ______________________________________________________________________
 LB2535  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 LB2535  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 LB2535  HORZ ORDER      -  THIRD
 LB2535
 LB2535.The horizontal coordinates were established by classical geodetic methods
 LB2535.and adjusted by the National Geodetic Survey in May 1999.
 LB2535
 LB2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2535.GEOID18 height accuracy estimate available here.
 LB2535
 LB2535.Click photographs - Photos may exist for this station.
 LB2535
 LB2535.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2535
 LB2535. The following values were computed from the NAD 83(1997) position.
 LB2535
 LB2535;                    North         East     Units Scale Factor Converg.
 LB2535;SPC IN W     -   558,542.849   950,861.696   MT  0.99999850   +0 23 11.9
 LB2535;SPC IN W     - 1,832,486.00  3,119,618.75   sFT  0.99999850   +0 23 11.9
 LB2535;UTM  16      - 4,458,726.577   543,758.600   MT  0.99962357   +0 19 58.0
 LB2535
 LB2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4375858726(NAD 83)
 LB2535
 LB2535                          SUPERSEDED SURVEY CONTROL
 LB2535
 LB2535  NAD 83(1986)-  40 16 40.36116(N)    086 29 06.98859(W) AD(       ) 3
 LB2535  NAD 27      -  40 16 40.23100(N)    086 29 06.97400(W) AD(       ) 3
 LB2535
 LB2535.Superseded values are not recommended for survey control.
 LB2535
 LB2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2535.See file dsdata.pdf to determine how the superseded data were derived.
 LB2535
 LB2535_MARKER: 42 = RADIO/TV MAST
 LB2535
 LB2535  HISTORY     - Date     Condition        Report By
 LB2535  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2535
 LB2535                          STATION DESCRIPTION
 LB2535
 LB2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GLA)
 LB2535'STATION IS THE CENTER OF THE TOP OF THE WILO RADIO MAST ABOUT 1 MILE
 LB2535'SOUTHEAST OF FRANKFORT.  IT IS A UNIFORM CROSS SECTION, GUYED, STEEL
 LB2535'MAST 150 FEET HIGH PAINTED IN ALTERNATE COLORS OF RED AND WHITE.
 LB2535'
 LB2535'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 LB2535'HIGHWAY 28 IN FRANKFORT GO EAST ON HIGHWAY 28 FOR 1.3 MILE TO THE
 LB2535'MAST ON THE MAST ON THE RIGHT, ABOUT 200 FEET SOUTH OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0921 ***********************************************************************
 LB0921  DESIGNATION -  FRANKFORT RM 1
 LB0921  PID         -  LB0921
 LB0921  STATE/COUNTY-  IN/CLINTON
 LB0921  COUNTRY     -  US
 LB0921  USGS QUAD   -  FRANKFORT (2019)
 LB0921
 LB0921                         *CURRENT SURVEY CONTROL
 LB0921  ______________________________________________________________________
 LB0921* NAD 83(1986) POSITION- 40 16 06.95   (N) 086 30 25.87   (W)   HD_HELD1
 LB0921* NAVD 88 ORTHO HEIGHT -   263.957 (meters)      866.00  (feet) ADJUSTED
 LB0921  ______________________________________________________________________
 LB0921  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LB0921  DYNAMIC HEIGHT  -        263.818 (meters)      865.54  (feet) COMP
 LB0921  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB0921
 LB0921  VERT ORDER      -  SECOND    CLASS 0
 LB0921
 LB0921.The horizontal coordinates were determined by differentially corrected
 LB0921.hand held GPS observations or other comparable positioning techniques
 LB0921.and have an estimated accuracy of +/- 3 meters.
 LB0921
 LB0921.The orthometric height was determined by differential leveling and
 LB0921.adjusted by the NATIONAL GEODETIC SURVEY
 LB0921.in June 1991.
 LB0921
 LB0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0921.GEOID18 height accuracy estimate available here.
 LB0921
 LB0921.Click photographs - Photos may exist for this station.
 LB0921
 LB0921.The dynamic height is computed by dividing the NAVD 88
 LB0921.geopotential number by the normal gravity value computed on the
 LB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0921.degrees latitude (g = 980.6199 gals.).
 LB0921
 LB0921.The modeled gravity was interpolated from observed gravity values.
 LB0921
 LB0921;                    North         East    Units  Estimated Accuracy
 LB0921;SPC IN W     -   557,500.2     949,004.6     MT  (+/- 3 meters HH1 GPS) 
 LB0921
 LB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4190157686(NAD 83)
 LB0921
 LB0921                          SUPERSEDED SURVEY CONTROL
 LB0921
 LB0921  NGVD 29 (??/??/92)  264.062  (m)          866.34   (f) ADJ UNCH    2 0
 LB0921
 LB0921.Superseded values are not recommended for survey control.
 LB0921
 LB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0921.See file dsdata.pdf to determine how the superseded data were derived.
 LB0921
 LB0921_MARKER: DR = REFERENCE MARK DISK
 LB0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0921_STAMPING: FRANKFORT NO 1 1934
 LB0921_MARK LOGO: CGS
 LB0921_PROJECTION: PROJECTING 8 CENTIMETERS
 LB0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0921+STABILITY: SURFACE MOTION
 LB0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0921+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2022
 LB0921
 LB0921  HISTORY     - Date     Condition        Report By
 LB0921  HISTORY     - 1934     MONUMENTED       CGS
 LB0921  HISTORY     - 1946     GOOD             CGS
 LB0921  HISTORY     - 20221005 GOOD             INDOT
 LB0921
 LB0921                          STATION DESCRIPTION
 LB0921
 LB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0921'AT FRANKFORT.
 LB0921'AT FRANKFORT, AT CLINTON COUNTY FAIR GROUNDS, 144.5 FEET SOUTH
 LB0921'OF THE NORTHEAST CORNER OF THE FAIRGROUNDS FENCE, 79 FEET EAST
 LB0921'OF THE EAST RAIL OF THE RACE TRACK, ABOUT 0.5 FOOT WEST OF THE
 LB0921'EAST BOUNDARY FENCE LINE, 1 1/2 FOOT NORTH OF A WHITE WOODEN
 LB0921'WITNESS POST AND SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 1
 LB0921'INCH.  A STANDARD REFERENCE-MARK DISK, STAMPED FRANKFORT NO 1 1934.
 LB0921
 LB0921                          STATION RECOVERY (2022)
 LB0921
 LB0921'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0919 ***********************************************************************
 LB0919  DESIGNATION -  FRANKFORT RM 2
 LB0919  PID         -  LB0919
 LB0919  STATE/COUNTY-  IN/CLINTON
 LB0919  COUNTRY     -  US
 LB0919  USGS QUAD   -  FRANKFORT (2019)
 LB0919
 LB0919                         *CURRENT SURVEY CONTROL
 LB0919  ______________________________________________________________________
 LB0919* NAD 83(1986) POSITION- 40 16 03.92   (N) 086 30 25.90   (W)   HD_HELD1
 LB0919* NAVD 88 ORTHO HEIGHT -   264.646 (meters)      868.26  (feet) ADJUSTED
 LB0919  ______________________________________________________________________
 LB0919  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LB0919  DYNAMIC HEIGHT  -        264.507 (meters)      867.80  (feet) COMP
 LB0919  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LB0919
 LB0919  VERT ORDER      -  SECOND    CLASS 0
 LB0919
 LB0919.The horizontal coordinates were determined by differentially corrected
 LB0919.hand held GPS observations or other comparable positioning techniques
 LB0919.and have an estimated accuracy of +/- 3 meters.
 LB0919
 LB0919.The orthometric height was determined by differential leveling and
 LB0919.adjusted by the NATIONAL GEODETIC SURVEY
 LB0919.in June 1991.
 LB0919
 LB0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0919.GEOID18 height accuracy estimate available here.
 LB0919
 LB0919.Click photographs - Photos may exist for this station.
 LB0919
 LB0919.The dynamic height is computed by dividing the NAVD 88
 LB0919.geopotential number by the normal gravity value computed on the
 LB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0919.degrees latitude (g = 980.6199 gals.).
 LB0919
 LB0919.The modeled gravity was interpolated from observed gravity values.
 LB0919
 LB0919;                    North         East    Units  Estimated Accuracy
 LB0919;SPC IN W     -   557,406.7     949,004.5     MT  (+/- 3 meters HH1 GPS) 
 LB0919
 LB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4190157592(NAD 83)
 LB0919
 LB0919                          SUPERSEDED SURVEY CONTROL
 LB0919
 LB0919  NGVD 29 (??/??/92)  264.750  (m)          868.60   (f) ADJ UNCH    2 0
 LB0919
 LB0919.Superseded values are not recommended for survey control.
 LB0919
 LB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0919.See file dsdata.pdf to determine how the superseded data were derived.
 LB0919
 LB0919_MARKER: DR = REFERENCE MARK DISK
 LB0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0919_STAMPING: FRANKFORT NO 2 1934
 LB0919_MARK LOGO: CGS
 LB0919_PROJECTION: FLUSH
 LB0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0919+STABILITY: SURFACE MOTION
 LB0919
 LB0919  HISTORY     - Date     Condition        Report By
 LB0919  HISTORY     - 1934     MONUMENTED       CGS
 LB0919  HISTORY     - 1946     GOOD             CGS
 LB0919
 LB0919                          STATION DESCRIPTION
 LB0919
 LB0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0919'AT FRANKFORT.
 LB0919'AT FRANKFORT, AT CLINTON COUNTY FAIR GROUNDS, 162 FEET
 LB0919'SOUTH-SOUTHWEST OF THE STATION MARK, 1 FOOT EAST OF THE EAST
 LB0919'RAIL OF THE RACE TRACK, 131 FEET WEST OF THE EAST BOUNDARY FENCE
 LB0919'LINE, 125.5 FEET SOUTHWEST OF A 34-INCH MAPLE TREE, 1 FOOT
 LB0919'NORTH OF A WHITE WOODEN WITNESS POST AND SET IN TOP OF A CONCRETE
 LB0919'POST FLUSH WITH THE GROUND.  A STANDARD REFERENCE-MARK DISK,
 LB0919'STAMPED FRANKFORT NO 2 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1965 ***********************************************************************
 KA1965  DESIGNATION -  FRANKLIN
 KA1965  PID         -  KA1965
 KA1965  STATE/COUNTY-  IN/JOHNSON
 KA1965  COUNTRY     -  US
 KA1965  USGS QUAD   -  FRANKLIN (2019)
 KA1965
 KA1965                         *CURRENT SURVEY CONTROL
 KA1965  ______________________________________________________________________
 KA1965* NAD 83(1997) POSITION- 39 28 52.80005(N) 086 03 04.28334(W)   ADJUSTED
 KA1965* NAVD 88 ORTHO HEIGHT -   222.27  (+/-2cm)      729.2   (feet) VERTCON3
 KA1965  ______________________________________________________________________
 KA1965  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 KA1965  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 KA1965  HORZ ORDER      -  SECOND
 KA1965  VERT ORDER      -  THIRD ? (See Below)
 KA1965
 KA1965.The horizontal coordinates were established by classical geodetic methods
 KA1965.and adjusted by the National Geodetic Survey in May 1999.
 KA1965
 KA1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1965
 KA1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1965.GEOID18 height accuracy estimate available here.
 KA1965
 KA1965.The vertical order pertains to the NGVD 29 superseded value.
 KA1965
 KA1965.Click photographs - Photos may exist for this station.
 KA1965
 KA1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1965
 KA1965. The following values were computed from the NAD 83(1997) position.
 KA1965
 KA1965;                    North         East     Units Scale Factor Converg.
 KA1965;SPC IN E     -   470,002.761    66,918.059   MT  0.99998014   -0 14 40.2
 KA1965;SPC IN E     - 1,542,000.73    219,547.00   sFT  0.99998014   -0 14 40.2
 KA1965;UTM  16      - 4,370,622.489   581,600.304   MT  0.99968198   +0 36 11.9
 KA1965
 KA1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1965!SPC IN E     -   0.99997035  x   0.99998014  =   0.99995049
 KA1965!UTM  16      -   0.99997035  x   0.99968198  =   0.99965234
 KA1965
 KA1965:                Primary Azimuth Mark                     Grid Az
 KA1965:SPC IN E     -  ELKHART                                  343 40 44.6
 KA1965:UTM  16      -  ELKHART                                  342 49 52.5
 KA1965
 KA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8160070622(NAD 83)
 KA1965
 KA1965|---------------------------------------------------------------------|
 KA1965| PID    Reference Object                     Distance      Geod. Az  |
 KA1965|                                                           dddmmss.s |
 KA1965| CC8735 FRANKLIN RM 1                        39.831 METERS 00621     |
 KA1965| KA1971 DUBOIS                              APPROX. 0.5 KM 1455134.2 |
 KA1965| KA1964 FRANKLIN PRESB CHURCH STEEPLE       225.274 METERS 28322     |
 KA1965| CC8736 FRANKLIN RM 2                        26.419 METERS 32602     |
 KA1965| KA1966 ELKHART                             APPROX. 2.1 KM 3432604.4 |
 KA1965|---------------------------------------------------------------------|
 KA1965
 KA1965                          SUPERSEDED SURVEY CONTROL
 KA1965
 KA1965  NAD 83(1986)-  39 28 52.81299(N)    086 03 04.32973(W) AD(       ) 2
 KA1965  NAD 27      -  39 28 52.62900(N)    086 03 04.38600(W) AD(       ) 2
 KA1965  USSD        -  39 28 52.70700(N)    086 03 04.17600(W) AD(       ) 3
 KA1965  NGVD 29             222.39   (m)          729.6    (f) LEVELING    3  
 KA1965
 KA1965.Superseded values are not recommended for survey control.
 KA1965
 KA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1965.See file dsdata.pdf to determine how the superseded data were derived.
 KA1965
 KA1965_MARKER: DS = TRIANGULATION STATION DISK
 KA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1965_STAMPING: FRANKLIN 1920
 KA1965_MARK LOGO: CGS
 KA1965_PROJECTION: RECESSED 30 CENTIMETERS
 KA1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1965+STABILITY: SURFACE MOTION
 KA1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1965+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2024
 KA1965
 KA1965  HISTORY     - Date     Condition        Report By
 KA1965  HISTORY     - 1920     MONUMENTED       CGS
 KA1965  HISTORY     - 1973     GOOD             BRADY
 KA1965  HISTORY     - 1974     GOOD             NGS
 KA1965  HISTORY     - 20091029 GOOD             FARNGP
 KA1965  HISTORY     - 20240413 GOOD             INDIV
 KA1965
 KA1965                          STATION DESCRIPTION
 KA1965
 KA1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1965'IN THE TOWN OF FRANKLIN, ABOUT 38 YARDS S OF THE S CORNER OF THE
 KA1965'PENNSYLVANIA RAILROAD STATION, 1 METER, 3.28 FT., E OF THE
 KA1965'SIDEWALK ON THE E SIDE OF RAILROAD STREET, ABOUT HALF-WAY BETWEEN
 KA1965'JEFFERSON AND MONROE STREETS, 14.035 METERS, 46.05 FT., W OF THE W
 KA1965'AND NEAREST RAIL OF THE RAILROAD. THE STATION AND UNDERGROUND MARKS
 KA1965'ARE BRONZE TABLETS SET IN CONCRETE.
 KA1965'THERE IS NO REFERENCE MARK.
 KA1965
 KA1965                          STATION RECOVERY (1973)
 KA1965
 KA1965'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 KA1965'FRANKLIN 1920 RECOVERED IN GOOD CONDITION.
 KA1965'
 KA1965'SET WITNESS SIGN BESIDE MARK.
 KA1965'
 KA1965'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FRANKLIN.
 KA1965
 KA1965                          STATION RECOVERY (1974)
 KA1965
 KA1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KA1965'THE STATION MARK WAS FOUND AFTER A LONG SEARCH.  REFERENCE MARKS WERE
 KA1965'SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 KA1965'
 KA1965'THE STATION IS LOCATED AT THE EAST EDGE OF FRANKLIN, ALONG THE WEST
 KA1965'SIDE OF THE PENN CENTRAL RAILROAD, 234 FEET NORTH OF THE CENTERLINE
 KA1965'OF E JEFFERSON ST., 119 FEET SOUTH OF THE CENTERLINE OF MADISON
 KA1965'ST., 38 FEET EAST OF THE CENTERLINE OF CROWELL ST., 80 FEET SOUTH
 KA1965'OF A 14 INCH MAPLE TREE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 KA1965'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRANKLIN
 KA1965'1920.
 KA1965'
 KA1965'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRANKLIN 1920 NO 1 1974
 KA1965'SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST CORNER OF THE CONCRETE
 KA1965'BASE OF RAILROAD CROSSING LIGHT, 24 FEET NORTH OF THE CENTERLINE OF
 KA1965'MADISON ST. AND 16 FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 KA1965'
 KA1965'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRANKLIN 1920 NO 2 1974
 KA1965'SET IN A DRILL HOLE IN THE TOP AND SOUTH EDGE OF THE CONCRETE BASE
 KA1965'OF A SIGNAL LIGHT, 20 FEET EAST OF THE CENTERLINE OF CROWELL ST.,
 KA1965'36 FEET SOUTH OF THE CENTERLINE OF MADISON ST., 59 FEET WEST OF THE
 KA1965'WEST RAIL OF THE RAILROAD AND 6 FEET NORTHWEST OF THE MAPLE TREE.
 KA1965'
 KA1965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FRANKLIN.
 KA1965'
 KA1965'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1965
 KA1965                          STATION RECOVERY (2009)
 KA1965
 KA1965'RECOVERY NOTE BY FARNSWORTH GROUP 2009 (CEW)
 KA1965'UNDER A TREE
 KA1965
 KA1965                          STATION RECOVERY (2024)
 KA1965
 KA1965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (BO)
 KA1965'2024 CITY REMOVED TREE THAT WAS ADJACENT TO MARK.  SURFACE MARK MAY
 KA1965'HAVE BEEN DESTROYED.  UNDERGROUND MARK WAS RECOVERED INTACT.
 KA1965'INSTALLED GREEN PLASTIC MANHOLE ACCESS COVER OVER UNDERGROUND MARK.
 KA1965'HEIGHT NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1827 ***********************************************************************
 MD1827  DESIGNATION -  FRANKLIN
 MD1827  PID         -  MD1827
 MD1827  STATE/COUNTY-  IN/DE KALB
 MD1827  COUNTRY     -  US
 MD1827  USGS QUAD   -  BUTLER WEST (2019)
 MD1827
 MD1827                         *CURRENT SURVEY CONTROL
 MD1827  ______________________________________________________________________
 MD1827* NAD 83(1997) POSITION- 41 29 07.20204(N) 084 56 58.61145(W)   ADJUSTED
 MD1827* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 MD1827  ______________________________________________________________________
 MD1827  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 MD1827  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 MD1827  HORZ ORDER      -  THIRD
 MD1827
 MD1827.The horizontal coordinates were established by classical geodetic methods
 MD1827.and adjusted by the National Geodetic Survey in May 1999.
 MD1827
 MD1827.The orthometric height was scaled from a topographic map.
 MD1827
 MD1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1827.GEOID18 height accuracy estimate available here.
 MD1827
 MD1827.Click photographs - Photos may exist for this station.
 MD1827
 MD1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1827
 MD1827. The following values were computed from the NAD 83(1997) position.
 MD1827
 MD1827;                    North         East     Units Scale Factor Converg.
 MD1827;SPC IN E     -   692,705.133   159,882.830   MT  1.00001078   +0 28 30.0
 MD1827;SPC IN E     - 2,272,650.09    524,548.92   sFT  1.00001078   +0 28 30.0
 MD1827;UTM  16      - 4,594,665.365   671,174.017   MT  0.99996059   +1 21 30.8
 MD1827
 MD1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1827!SPC IN E     -   0.99996133  x   1.00001078  =   0.99997211
 MD1827!UTM  16      -   0.99996133  x   0.99996059  =   0.99992192
 MD1827
 MD1827:                Primary Azimuth Mark                     Grid Az
 MD1827:SPC IN E     -  FRANKLIN AZ MK                           200 21 52.3
 MD1827:UTM  16      -  FRANKLIN AZ MK                           199 28 51.5
 MD1827
 MD1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7117494665(NAD 83)
 MD1827
 MD1827|---------------------------------------------------------------------|
 MD1827| PID    Reference Object                     Distance      Geod. Az  |
 MD1827|                                                           dddmmss.s |
 MD1827| CE6106 FRANKLIN RM 2                        25.753 METERS 09132     |
 MD1827| CE6104 FRANKLIN AZ MK                                     2005022.3 |
 MD1827| CE6105 FRANKLIN RM 1                        22.890 METERS 30614     |
 MD1827|---------------------------------------------------------------------|
 MD1827
 MD1827                          SUPERSEDED SURVEY CONTROL
 MD1827
 MD1827  NAD 83(1995)-  41 29 07.20223(N)    084 56 58.61159(W) AD(       ) 3
 MD1827  NAD 83(1986)-  41 29 07.20300(N)    084 56 58.62730(W) AD(       ) 3
 MD1827  NAD 27      -  41 29 07.02000(N)    084 56 58.75130(W) AD(       ) 3
 MD1827
 MD1827.Superseded values are not recommended for survey control.
 MD1827
 MD1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1827.See file dsdata.pdf to determine how the superseded data were derived.
 MD1827
 MD1827_MARKER: DS = TRIANGULATION STATION DISK
 MD1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1827_STAMPING: FRANKLIN 1946
 MD1827_MARK LOGO: CGS
 MD1827_PROJECTION: FLUSH
 MD1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1827+STABILITY: SURFACE MOTION
 MD1827
 MD1827  HISTORY     - Date     Condition        Report By
 MD1827  HISTORY     - 1946     MONUMENTED       CGS
 MD1827  HISTORY     - 1960     GOOD             CGS
 MD1827
 MD1827                          STATION DESCRIPTION
 MD1827
 MD1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1827'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF THE TOWN OF
 MD1827'WATERLOO ON STATE HIGHWAY 427 IN THE SOUTHWEST CORNER OF A GRAVEL
 MD1827'CROSSROAD.  IT IS 75 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOL
 MD1827'BUILDING, 35 FEET WEST OF THE APPROXIMATE CENTERLINE OF HIGHWAY 427
 MD1827'AND 119 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY 427 AND A GRAVEL
 MD1827'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1827'FRANKLIN 1946.
 MD1827'
 MD1827'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 25 FEET EAST
 MD1827'OF THE APPROXIMATE CENTERLINE OF HIGHWAY 427, 5 FEET WEST OF A
 MD1827'NORTH-SOUTH FENCELINE AND 200 YARDS SOUTH OF A FARMHOUSE.  THE MARK
 MD1827'PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANKLIN 1946.
 MD1827'
 MD1827'REFERENCE MARK NO. 1 IS 75.10 FEET NORTHWEST OF THE STATION.  IT IS 19
 MD1827'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 30 FEET
 MD1827'NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL BUILDING.  THE MARK
 MD1827'PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANKLIN NO 1 1946.
 MD1827'
 MD1827'REFERENCE MARK NO. 2 IS 84.49 FEET EAST OF THE STATION.  IT IS 23 FEET
 MD1827'EAST OF THE CENTERLINE OF HIGHWAY 427 50 FEET SOUTHEAST OF THE
 MD1827'INTERSECTION OF HIGHWAY 427 AND 2 FEET WEST OF A FENCELINE.  THE MARK
 MD1827'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FRANKLIN NO 2 1946.
 MD1827'
 MD1827'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND U.S.
 MD1827'HIGHWAY 27 AND STATE HIGHWAY 427 IN WATERLOO, GO NORTH ON HIGHWAYS 27
 MD1827'AND 427 FOR 1.3 MILES TO WHERE STATE HIGHWAY 427 TURNS NORTHEAST, TURN
 MD1827'RIGHT AND FOLLOW HIGHWAY 427 FOR 4.2 MILES TO THE STATION ON THE LEFT.
 MD1827'
 MD1827'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 427 FOR
 MD1827'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MD1827'
 MD1827'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1827
 MD1827                          STATION RECOVERY (1960)
 MD1827
 MD1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1827'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1827'DESCRIBED.
 MD1827'
 MD1827'ABOUT 3.9 MILES SW ALONG NO. 427 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1827'WITH NO. 1 INDIANA HWY. IN THE HEART OF HAMILTON, IN FRANKLIN
 MD1827'TOWNSHIP, 52 FEET NW OF CENTER LINE OF 18-FOOT CONCRETE PAVEMENT OF
 MD1827'HWY., ABOUT LEVEL WITH SAME, 65 FEET S OF CENTER LINE OF E-W GRAVEL
 MD1827'ROAD, 77-1/2 FEET E OF NE CORNER OF OLD BRICK SCHOOL BUILDING, 16-1/2
 MD1827'FEET S OF PROJECTED PLANE OF N WALL OF SAME, STANDARD DISKS STAMPED
 MD1827'FRANKLIN 1946 ARE SET IN 1A AND 7A MARKS WITH THE UPPER ONE FLUSH WITH
 MD1827'THE GROUND SURFACE.
 MD1827'
 MD1827'REFERENCE STAMPED FRANKLIN NO 1 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD1827'75.04 FEET OR 22.872 METERS NW IN AZIMUTH 126 DEG 13 MIN FROM STATION,
 MD1827'34 FEET NE OF NE CORNER OF SCHOOL BUILDING, 16 FEET E OF PROJECTED
 MD1827'PLANE OF E WALL OF SAME, 19 FEET S OF CENTER LINE OF ROAD, AND 1.9
 MD1827'FEET ESE OF STEEL WITNESS POST.
 MD1827'
 MD1827'REFERENCE STAMPED FRANKLIN NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1827'84.49 FEET OR 25.753 METERS E IN AZIMUTH 271 DEG 32 MIN FROM STATION,
 MD1827'69 FEET S OF CENTER LINE OF GRAVEL ROAD, 23 FEET SE OF CENTER LINE OF
 MD1827'HWY., AND 1.7 FEET NE OF STEEL WITNESS POST.
 MD1827'
 MD1827'AZIMUTH STAMPED FRANKLIN 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS 0.3
 MD1827'MILE SSW FROM THE STATION, 25 FEET ESE OF HWY. CENTER LINE, 2.0 FEET
 MD1827'HIGHER THAN SAME, ABOUT 125 YARDS SW OF A FARMHOUSE, AND 25 YARDS N OF
 MD1827'THE CREST OF A SMALL RIDGE, AND 2 FEET NE OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1972 ***********************************************************************
 KA1972  DESIGNATION -  FRANKLIN COLLEGE STEEPLE
 KA1972  PID         -  KA1972
 KA1972  STATE/COUNTY-  IN/JOHNSON
 KA1972  COUNTRY     -  US
 KA1972  USGS QUAD   -  FRANKLIN (2019)
 KA1972
 KA1972                         *CURRENT SURVEY CONTROL
 KA1972  ______________________________________________________________________
 KA1972* NAD 83(1997) POSITION- 39 28 45.79310(N) 086 02 51.04070(W)   ADJUSTED
 KA1972  ______________________________________________________________________
 KA1972  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 KA1972  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 KA1972  HORZ ORDER      -  THIRD
 KA1972
 KA1972.The horizontal coordinates were established by classical geodetic methods
 KA1972.and adjusted by the National Geodetic Survey in May 1999.
 KA1972
 KA1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1972.GEOID18 height accuracy estimate available here.
 KA1972
 KA1972.Click photographs - Photos may exist for this station.
 KA1972
 KA1972.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1972
 KA1972. The following values were computed from the NAD 83(1997) position.
 KA1972
 KA1972;                    North         East     Units Scale Factor Converg.
 KA1972;SPC IN E     -   469,785.327    67,233.622   MT  0.99997988   -0 14 31.7
 KA1972;SPC IN E     - 1,541,287.36    220,582.31   sFT  0.99997988   -0 14 31.7
 KA1972;UTM  16      - 4,370,409.812   581,918.955   MT  0.99968262   +0 36 20.3
 KA1972
 KA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8191870409(NAD 83)
 KA1972
 KA1972                          SUPERSEDED SURVEY CONTROL
 KA1972
 KA1972  NAD 83(1986)-  39 28 45.80984(N)    086 02 51.09009(W) AD(       ) 3
 KA1972  NAD 27      -  39 28 45.62000(N)    086 02 51.14000(W) AD(       ) 3
 KA1972  USSD        -  39 28 45.70000(N)    086 02 50.94000(W) AD(       ) 3
 KA1972
 KA1972.Superseded values are not recommended for survey control.
 KA1972
 KA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1972.See file dsdata.pdf to determine how the superseded data were derived.
 KA1972
 KA1972_MARKER: 82 = FINIAL
 KA1972
 KA1972  HISTORY     - Date     Condition        Report By
 KA1972  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1972
 KA1972                          STATION DESCRIPTION
 KA1972
 KA1972'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1963 ***********************************************************************
 KA1963  DESIGNATION -  FRANKLIN COURTHOUSE DOME
 KA1963  PID         -  KA1963
 KA1963  STATE/COUNTY-  IN/JOHNSON
 KA1963  COUNTRY     -  US
 KA1963  USGS QUAD   -  FRANKLIN (2019)
 KA1963
 KA1963                         *CURRENT SURVEY CONTROL
 KA1963  ______________________________________________________________________
 KA1963* NAD 83(1997) POSITION- 39 28 48.24672(N) 086 03 18.66852(W)   ADJUSTED
 KA1963  ______________________________________________________________________
 KA1963  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 KA1963  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 KA1963  HORZ ORDER      -  THIRD
 KA1963
 KA1963.The horizontal coordinates were established by classical geodetic methods
 KA1963.and adjusted by the National Geodetic Survey in May 1999.
 KA1963
 KA1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1963.GEOID18 height accuracy estimate available here.
 KA1963
 KA1963.Click photographs - Photos may exist for this station.
 KA1963
 KA1963.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1963
 KA1963. The following values were computed from the NAD 83(1997) position.
 KA1963
 KA1963;                    North         East     Units Scale Factor Converg.
 KA1963;SPC IN E     -   469,863.814    66,573.672   MT  0.99998042   -0 14 49.3
 KA1963;SPC IN E     - 1,541,544.86    218,417.12   sFT  0.99998042   -0 14 49.3
 KA1963;UTM  16      - 4,370,478.505   581,258.112   MT  0.99968129   +0 36 02.7
 KA1963
 KA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8125870478(NAD 83)
 KA1963
 KA1963                          SUPERSEDED SURVEY CONTROL
 KA1963
 KA1963  NAD 83(1986)-  39 28 48.26130(N)    086 03 18.71543(W) AD(       ) 3
 KA1963  NAD 27      -  39 28 48.08000(N)    086 03 18.77000(W) AD(       ) 3
 KA1963  USSD        -  39 28 48.15000(N)    086 03 18.56000(W) AD(       ) 3
 KA1963
 KA1963.Superseded values are not recommended for survey control.
 KA1963
 KA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1963.See file dsdata.pdf to determine how the superseded data were derived.
 KA1963
 KA1963_MARKER: 87 = DOME
 KA1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1963+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 KA1963
 KA1963  HISTORY     - Date     Condition        Report By
 KA1963  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1963  HISTORY     - 20030524 GOOD             GEOCAC
 KA1963
 KA1963                          STATION DESCRIPTION
 KA1963
 KA1963'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1964 ***********************************************************************
 KA1964  DESIGNATION -  FRANKLIN PRESB CHURCH STEEPLE
 KA1964  PID         -  KA1964
 KA1964  STATE/COUNTY-  IN/JOHNSON
 KA1964  COUNTRY     -  US
 KA1964  USGS QUAD   -  FRANKLIN (2019)
 KA1964
 KA1964                         *CURRENT SURVEY CONTROL
 KA1964  ______________________________________________________________________
 KA1964* NAD 83(1997) POSITION- 39 28 54.48810(N) 086 03 13.45429(W)   ADJUSTED
 KA1964  ______________________________________________________________________
 KA1964  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 KA1964  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 KA1964  HORZ ORDER      -  THIRD
 KA1964
 KA1964.The horizontal coordinates were established by classical geodetic methods
 KA1964.and adjusted by the National Geodetic Survey in May 1999.
 KA1964
 KA1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1964.GEOID18 height accuracy estimate available here.
 KA1964
 KA1964.Click photographs - Photos may exist for this station.
 KA1964
 KA1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1964
 KA1964. The following values were computed from the NAD 83(1997) position.
 KA1964
 KA1964;                    North         East     Units Scale Factor Converg.
 KA1964;SPC IN E     -   470,055.757    66,699.112   MT  0.99998031   -0 14 46.0
 KA1964;SPC IN E     - 1,542,174.60    218,828.67   sFT  0.99998031   -0 14 46.0
 KA1964;UTM  16      - 4,370,672.225   581,380.662   MT  0.99968154   +0 36 06.1
 KA1964
 KA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8138070672(NAD 83)
 KA1964
 KA1964                          SUPERSEDED SURVEY CONTROL
 KA1964
 KA1964  NAD 83(1986)-  39 28 54.50278(N)    086 03 13.50137(W) AD(       ) 3
 KA1964  NAD 27      -  39 28 54.32000(N)    086 03 13.56000(W) AD(       ) 3
 KA1964  USSD        -  39 28 54.40000(N)    086 03 13.35000(W) AD(       ) 3
 KA1964
 KA1964.Superseded values are not recommended for survey control.
 KA1964
 KA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1964.See file dsdata.pdf to determine how the superseded data were derived.
 KA1964
 KA1964_MARKER: 90 = CHURCH SPIRE
 KA1964
 KA1964  HISTORY     - Date     Condition        Report By
 KA1964  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1964
 KA1964                          STATION DESCRIPTION
 KA1964
 KA1964'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1347 ***********************************************************************
 LA1347  DESIGNATION -  FRANKTON
 LA1347  PID         -  LA1347
 LA1347  STATE/COUNTY-  IN/MADISON
 LA1347  COUNTRY     -  US
 LA1347  USGS QUAD   -  FRANKTON (2019)
 LA1347
 LA1347                         *CURRENT SURVEY CONTROL
 LA1347  ______________________________________________________________________
 LA1347* NAD 83(2011) POSITION- 40 14 07.09476(N) 085 49 32.72163(W)   ADJUSTED
 LA1347* NAD 83(2011) ELLIP HT-   228.428 (meters)        (11/08/18)   ADJUSTED
 LA1347* NAD 83(2011) EPOCH   -  2010.00
 LA1347* NAVD 88 ORTHO HEIGHT -   262.672 (meters)      861.78  (feet) ADJUSTED
 LA1347  ______________________________________________________________________
 LA1347  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 LA1347  NAD 83(2011) X  -    354,926.793 (meters)                     COMP
 LA1347  NAD 83(2011) Y  - -4,863,111.844 (meters)                     COMP
 LA1347  NAD 83(2011) Z  -  4,098,113.355 (meters)                     COMP
 LA1347  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 LA1347  DYNAMIC HEIGHT  -        262.533 (meters)      861.33  (feet) COMP
 LA1347  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1347
 LA1347  VERT ORDER      -  SECOND    CLASS 0
 LA1347
 LA1347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1347  Standards:
 LA1347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1347  -------------------------------------------------------------------
 LA1347  NETWORK    0.36   0.80           0.16   0.13   0.41      0.08659590
 LA1347  -------------------------------------------------------------------
 LA1347  Click here for local accuracies and other accuracy information.
 LA1347
 LA1347.The horizontal coordinates were established by GPS observations
 LA1347.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 LA1347
 LA1347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1347.been affixed to the stable North American tectonic plate. See 
 LA1347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1347
 LA1347.The horizontal coordinates are valid at the epoch date displayed above
 LA1347.which is a decimal equivalence of Year/Month/Day.
 LA1347
 LA1347.The orthometric height was determined by differential leveling and
 LA1347.adjusted by the NATIONAL GEODETIC SURVEY
 LA1347.in June 1991.
 LA1347
 LA1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1347.GEOID18 height accuracy estimate available here.
 LA1347
 LA1347.Click photographs - Photos may exist for this station.
 LA1347
 LA1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1347
 LA1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1347
 LA1347.The ellipsoidal height was determined by GPS observations
 LA1347.and is referenced to NAD 83.
 LA1347
 LA1347.The dynamic height is computed by dividing the NAVD 88
 LA1347.geopotential number by the normal gravity value computed on the
 LA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1347.degrees latitude (g = 980.6199 gals.).
 LA1347
 LA1347.The modeled gravity was interpolated from observed gravity values.
 LA1347
 LA1347. The following values were computed from the NAD 83(2011) position.
 LA1347
 LA1347;                    North         East     Units Scale Factor Converg.
 LA1347;SPC IN E     -   553,656.343    86,461.942   MT  0.99996892   -0 06 09.9
 LA1347;SPC IN E     - 1,816,454.19    283,667.22   sFT  0.99996892   -0 06 09.9
 LA1347;UTM  16      - 4,454,535.419   599,889.393   MT  0.99972283   +0 45 30.7
 LA1347
 LA1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1347!SPC IN E     -   0.99996417  x   0.99996892  =   0.99993309
 LA1347!UTM  16      -   0.99996417  x   0.99972283  =   0.99968701
 LA1347
 LA1347:                Primary Azimuth Mark                     Grid Az
 LA1347:SPC IN E     -  FRANKTON AZ MK 2                         129 49 56.4
 LA1347:UTM  16      -  FRANKTON AZ MK 2                         128 58 15.8
 LA1347
 LA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9988954535(NAD 83)
 LA1347
 LA1347|---------------------------------------------------------------------|
 LA1347| PID    Reference Object                     Distance      Geod. Az  |
 LA1347|                                                           dddmmss.s |
 LA1347| LA2117 ALEXANDRIA MUNICIPAL TANK           APPROX.12.9 KM 0705545.8 |
 LA1347| LA2146 FRANKTON MUNICIPAL TANK             APPROX. 4.3 KM 1132400.1 |
 LA1347| LA1350 FRANKTON AZ MK                                     1294312.9 |
 LA1347| CC8744 FRANKTON AZ MK 2                                   1294346.5 |
 LA1347| LA2140 ANDERSON RAD STA WAFM MAST          APPROX.21.6 KM 1524455.3 |
 LA1347| LA1346 FRANKTON RM 1                        48.971 METERS 17322     |
 LA1347| LA1348 FRANKTON RM 2                        33.360 METERS 27623     |
 LA1347| LA1349 FRANKTON RM 3                        31.756 METERS 31646     |
 LA1347| LA2161 ELWOOD PIPELINE MICROWAVE MST       APPROX. 7.1 KM 3325303.6 |
 LA1347| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX. 6.1 KM 3394552.9 |
 LA1347| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX. 4.8 KM 3405642.4 |
 LA1347| LA2154 ELWOOD SELLERS KITCHEN CAB TK       APPROX. 5.1 KM 3413643.0 |
 LA1347| LA2160 ELWOOD MUNICIPAL TANK               APPROX. 5.4 KM 3442613.7 |
 LA1347| LA2152 ELWOOD CITY HALL DOME               APPROX. 4.7 KM 3452302.7 |
 LA1347|---------------------------------------------------------------------|
 LA1347
 LA1347                          SUPERSEDED SURVEY CONTROL
 LA1347
 LA1347  NAD 83(1997)-  40 14 07.09538(N)    085 49 32.72351(W) AD(       ) 1
 LA1347  ELLIP H (05/25/99)  228.422  (m)                       GP(       ) 4 1
 LA1347  NAD 83(1986)-  40 14 07.09811(N)    085 49 32.73753(W) AD(       ) 1
 LA1347  NAD 27      -  40 14 06.95600(N)    085 49 32.81400(W) AD(       ) 1
 LA1347  NGVD 29 (??/??/92)  262.806  (m)          862.22   (f) ADJ UNCH    2 0
 LA1347  NGVD 29             262.81   (m)          862.2    (f) LEVELING    3  
 LA1347
 LA1347.Superseded values are not recommended for survey control.
 LA1347
 LA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1347.See file dsdata.pdf to determine how the superseded data were derived.
 LA1347
 LA1347_MARKER: DS = TRIANGULATION STATION DISK
 LA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1347_STAMPING: FRANKTON 1934
 LA1347_MARK LOGO: CGS
 LA1347_PROJECTION: RECESSED 30 CENTIMETERS
 LA1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1347+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2017
 LA1347
 LA1347  HISTORY     - Date     Condition        Report By
 LA1347  HISTORY     - 1934     MONUMENTED       CGS
 LA1347  HISTORY     - 1948     GOOD             CGS
 LA1347  HISTORY     - 1970     GOOD             NGS
 LA1347  HISTORY     - 1970     GOOD             NGS
 LA1347  HISTORY     - 1976     GOOD             NGS
 LA1347  HISTORY     - 19880620 GOOD             NGS
 LA1347  HISTORY     - 20170314 GOOD             INDOT
 LA1347
 LA1347                          STATION DESCRIPTION
 LA1347
 LA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1347'3 MILES SOUTH AND 0.8 MILE EAST FROM THE POST OFFICE IN ELWOOD, ON A
 LA1347'PROMINENT KNOLL, IN THE NORTHWEST CORNER OF A PASTURE OWNED BY JOHN
 LA1347'RICHWINE, 134 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RICHWINES
 LA1347'BARN, 20 FEET WEST OF THE EAST PASTURE FENCE, 16 FEET SOUTH OF THE
 LA1347'SOUTH BARN LOT FENCE, AND 12 INCHES UNDERGROUND.
 LA1347'
 LA1347'TO REACH FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON STATE HIGHWAY 13
 LA1347'FOR 3.0 MILES, THEN EAST ON GRAVEL CROSS ROAD 0.8 MILE, THEN NORTH ON
 LA1347'LANE THROUGH PASTURE 0.2 MILE TO STATION.
 LA1347'
 LA1347'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LA1347'CONCRETE.
 LA1347'
 LA1347'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE EAST PASTURE
 LA1347'FENCE, 213.79 FEET SOUTHEAST OF REFERENCE MARK NO. 2, AND IS SET
 LA1347'FLUSH.
 LA1347'
 LA1347'REFERENCE MARK NO. 2 IS WEST OF THE STATION, AT THE SOUTHWEST CORNER
 LA1347'OF THE BARN LOT, AND IS SET FLUSH.
 LA1347'
 LA1347'AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN THE NORTHWEST ANGLE OF A
 LA1347'GRAVEL CROSSROADS, IN THE SOUTHEAST CORNER OF A FIELD, 4 FEET WEST OF
 LA1347'THE CORNER POST OF THE RIGHT-OF-WAY FENCES, AND PROJECTS 10 INCHES.
 LA1347'
 LA1347'90-FOOT TOWER WILL CLEAR ALL LINES.
 LA1347
 LA1347                          STATION RECOVERY (1948)
 LA1347
 LA1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA1347'RECOVERED AS DESCRIBED.
 LA1347
 LA1347                          STATION RECOVERY (1970)
 LA1347
 LA1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA1347'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LA1347'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DIRECTION
 LA1347'TO THE AZIMUTH MARK.  THE PROPERTY OWNER REQUESTED REFERENCE MARK 2 BE
 LA1347'REMOVED FROM HIS PASTURE.  THE MARK WAS DESTROYED AT THIS TIME AND
 LA1347'REFERENCE MARK 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 LA1347'FOLLOWS.
 LA1347'
 LA1347'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELWOOD AND 2 MILES
 LA1347'NORTHWEST OF FRANKTON.  THE PROPERTY IS OWNED BY MR. JOHN T. RICHWINE
 LA1347'WHO LIVES AT THE STATION SITE.  HIS TELEPHONE NUMBER IS 552-7913.
 LA1347'
 LA1347'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON STATE
 LA1347'HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY 37, CONTINUE
 LA1347'SOUTH ON 900 W ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO EAST
 LA1347'ON 900 N ROAD FOR 0.9 MILE TO A FARM LANE ON THE LEFT, (TO REACH THE
 LA1347'AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON 900 N ROAD FOR 0.15
 LA1347'MILE TO A CROSSROAD AND THE MARK IN THE NORTHWEST ANGLE OF
 LA1347'INTERSECTION), TURN LEFT AND GO NORTH ON THE FARM LANE FOR 0.2 MILE TO
 LA1347'THE STATION ON THE RIGHT, JUST BEFORE REACHING THE HOUSE AND A LARGE
 LA1347'RED BARN.
 LA1347'
 LA1347'THE STATION MARK IS A STANDARD DISK STAMPED FRANKTON 1934, SET IN THE
 LA1347'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 LA1347'UNDERGROUND.  IT IS 181 FEET EAST OF THE CENTER OF THE FARM LANE, 104
 LA1347'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN AND 19.8 FEET WEST OF A
 LA1347'METAL WITNESS POST SET IN NORTH-SOUTH FENCE LINE.
 LA1347'
 LA1347'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRANKTON NO 1 1934, SET IN
 LA1347'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 LA1347'IT IS 162 FEET SOUTH OF THE METAL WITNESS POST AND 0.5 FOOT EAST OF
 LA1347'THE NORTH-SOUTH WIRE FENCE.
 LA1347'
 LA1347'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRANKTON 1934 NO 3 1970 BM
 LA1347'RESET, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LA1347'IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET EAST OF THE CENTER
 LA1347'OF THE FARM LANE AND 3.5 FEET WEST OF THE SOUTHEAST CORNER OF BARN.
 LA1347'
 LA1347'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRANKTON AZIMUTH 1934, SET
 LA1347'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LA1347'10 INCHES.  IT IS 28 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 LA1347'4 FEET WEST OF THE CORNER POST OF A WIRE FENCE AND 1 FOOT NORTH OF AN
 LA1347'EAST-WEST WIRE FENCE.
 LA1347'
 LA1347'HEIGHT OF LIGHT ABOVE STATION MARK 100.7 FEET.
 LA1347'
 LA1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTHEAST OF
 LA1347'ELWOOD.
 LA1347
 LA1347                          STATION RECOVERY (1970)
 LA1347
 LA1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA1347'3 MI SE FROM ELWOOD.
 LA1347'TO REACH THE MARK FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON
 LA1347'STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA1347'37, CONTINUE SOUTH ON 900 W ROAD FOR 1.0 MILE TO A CROSSROAD,
 LA1347'TURN LEFT AND GO EAST ON 900 N ROAD FOR 0.9 MILE TO A FARM LANE
 LA1347'ON THE LEFT, TURN LEFT AND GO NORTH ON FARM LANE FOR 0.2 MILE TO
 LA1347'THE MARK ON THE RIGHT.  THE MARK IS 181 FEET EAST OF THE CENTER
 LA1347'OF THE FARM LANE, 104 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LA1347'A LARGE RED BARN AND 19.8 FEET WEST OF A METAL WITNESS POST SET
 LA1347'IN A NORTH-SOUTH FENCE LINE.  IT IS SET IN THE TOP OF A 12-INCH
 LA1347'CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES UNDERGROUND.
 LA1347
 LA1347                          STATION RECOVERY (1976)
 LA1347
 LA1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DDJ)
 LA1347'STATION DESCRIPTION IS ADEQUATE.  STATION MARK WAS OCCUPIED AS THE
 LA1347'ANTENNA SITE FOR DOPPLER STATION 51166.
 LA1347'
 LA1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 LA1347'OF ELWOOD, INDIANA.
 LA1347
 LA1347                          STATION RECOVERY (1988)
 LA1347
 LA1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA1347'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) NORTHWEST OF
 LA1347'ANDERSON,19.3 KM (12.00 MI) WEST OF INTERSTATE HIGHWAY 69, 6.4 KM
 LA1347'(4.00 MI) SOUTH OF ELWOOD AND ON PRIVATE PROPERTY.  OWNERSHIP--JOHN
 LA1347'RICHWINE III, UNABLE TO GET PHONE NUMBER OR ADDRESS OF OWNER.
 LA1347'
 LA1347'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON STATE
 LA1347'HIGHWAY 13, ANDERSON STREET, FOR 3.4 KM (2.10 MI) TO THE JUNCTION OF
 LA1347'STATE HIGHWAY 37.  CONTINUE SOUTH ON WHAT HAS NOW TURNED INTO COUNTY
 LA1347'ROAD 900W FOR 1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST
 LA1347'ON COUNTY ROAD 900N FOR 1.45 KM (0.90 MI) TO A LONG DRIVEWAY LEFT.
 LA1347'TURN LEFT AND GO NORTH ON DRIVEWAY FOR 0.32 KM (0.20 MI) TO A BARN ON
 LA1347'THE RIGHT AND THE STATION.
 LA1347'
 LA1347'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED
 LA1347'---FRANKTON 1934---, SET IN THE TOP OF A CONCRETE POST THAT IS 0.3 M
 LA1347'(1.0 FT) BELOW THE GROUND SURFACE.  LOCATED 40.84 M (134.0 FT)
 LA1347'SOUTHEAST FROM SOUTHEAST CORNER OF THE BARN, 22.95 M (75.3 FT) SOUTH
 LA1347'FROM A FENCELINE AND 6.04 M (19.8 FT) WEST FROM A WITNESS POST IN A
 LA1347'FENCELINE.  GPS SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY D.L.
 LA1347'ADAMS.
 LA1347
 LA1347                          STATION RECOVERY (2017)
 LA1347
 LA1347'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (GK)
 LA1347'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1350 ***********************************************************************
 LA1350  DESIGNATION -  FRANKTON AZ MK
 LA1350  PID         -  LA1350
 LA1350  STATE/COUNTY-  IN/MADISON
 LA1350  COUNTRY     -  US
 LA1350  USGS QUAD   -  FRANKTON (2019)
 LA1350
 LA1350                         *CURRENT SURVEY CONTROL
 LA1350  ______________________________________________________________________
 LA1350* NAD 83(1986) POSITION- 40 14 02.     (N) 085 49 24.     (W)   SCALED
 LA1350* NAVD 88 ORTHO HEIGHT -   260.126 (meters)      853.43  (feet) ADJUSTED
 LA1350  ______________________________________________________________________
 LA1350  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LA1350  DYNAMIC HEIGHT  -        259.987 (meters)      852.97  (feet) COMP
 LA1350  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1350
 LA1350  VERT ORDER      -  SECOND    CLASS 0
 LA1350
 LA1350.The horizontal coordinates were scaled from a map and have
 LA1350.an estimated accuracy of +/- 6 seconds.
 LA1350
 LA1350.The orthometric height was determined by differential leveling and
 LA1350.adjusted by the NATIONAL GEODETIC SURVEY
 LA1350.in June 1991.
 LA1350
 LA1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1350.GEOID18 height accuracy estimate available here.
 LA1350
 LA1350.Click photographs - Photos may exist for this station.
 LA1350
 LA1350.The dynamic height is computed by dividing the NAVD 88
 LA1350.geopotential number by the normal gravity value computed on the
 LA1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1350.degrees latitude (g = 980.6199 gals.).
 LA1350
 LA1350.The modeled gravity was interpolated from observed gravity values.
 LA1350
 LA1350;                    North         East    Units  Estimated Accuracy
 LA1350;SPC IN E     -   553,500.       86,670.      MT  (+/- 180 meters Scaled)
 LA1350
 LA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK000543(NAD 83)
 LA1350
 LA1350                          SUPERSEDED SURVEY CONTROL
 LA1350
 LA1350  NGVD 29 (??/??/92)  260.259  (m)          853.87   (f) ADJ UNCH    2 0
 LA1350
 LA1350.Superseded values are not recommended for survey control.
 LA1350
 LA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1350.See file dsdata.pdf to determine how the superseded data were derived.
 LA1350
 LA1350_MARKER: DR = REFERENCE MARK DISK
 LA1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1350_STAMPING: FRANKTON AZIMUTH 1934
 LA1350_MARK LOGO: CGS
 LA1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1350+STABILITY: SURFACE MOTION
 LA1350
 LA1350  HISTORY     - Date     Condition        Report By
 LA1350  HISTORY     - 1934     MONUMENTED       CGS
 LA1350  HISTORY     - 1970     GOOD             NGS
 LA1350
 LA1350                          STATION DESCRIPTION
 LA1350
 LA1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA1350'3 MI SE FROM ELWOOD.
 LA1350'TO REACH THE MARK FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON
 LA1350'STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA1350'37, CONTINUE SOUTH ON 900 W ROAD FOR 1.0 MILE TO A CROSSROAD,
 LA1350'TURN LEFT AND GO EAST ON 900 N ROAD FOR 1.05 MILES TO A CROSSROAD
 LA1350'AND THE MARK IN THE NORTHWEST ANGLE OF INTERSECTION.  THE MARK IS
 LA1350'28 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 4 FEET WEST
 LA1350'OF THE CORNER POST OF A WIRE FENCE AND 1-FOOT NORTH OF AN EAST-WEST
 LA1350'WIRE FENCE.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LA1350'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2146 ***********************************************************************
 LA2146  DESIGNATION -  FRANKTON MUNICIPAL TANK
 LA2146  PID         -  LA2146
 LA2146  STATE/COUNTY-  IN/MADISON
 LA2146  COUNTRY     -  US
 LA2146  USGS QUAD   -  FRANKTON (2019)
 LA2146
 LA2146                         *CURRENT SURVEY CONTROL
 LA2146  ______________________________________________________________________
 LA2146* NAD 83(1997) POSITION- 40 13 11.18847(N) 085 46 44.29247(W)   ADJUSTED
 LA2146  ______________________________________________________________________
 LA2146  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 LA2146  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 LA2146  HORZ ORDER      -  THIRD
 LA2146
 LA2146.The horizontal coordinates were established by classical geodetic methods
 LA2146.and adjusted by the National Geodetic Survey in May 1999.
 LA2146
 LA2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2146.GEOID18 height accuracy estimate available here.
 LA2146
 LA2146.Click photographs - Photos may exist for this station.
 LA2146
 LA2146.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2146
 LA2146. The following values were computed from the NAD 83(1997) position.
 LA2146
 LA2146;                    North         East     Units Scale Factor Converg.
 LA2146;SPC IN E     -   551,925.926    90,441.107   MT  0.99996779   -0 04 21.1
 LA2146;SPC IN E     - 1,810,776.98    296,722.20   sFT  0.99996779   -0 04 21.1
 LA2146;UTM  16      - 4,452,865.405   603,893.153   MT  0.99973287   +0 47 18.7
 LA2146
 LA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0389352865(NAD 83)
 LA2146
 LA2146                          SUPERSEDED SURVEY CONTROL
 LA2146
 LA2146  NAD 83(1986)-  40 13 11.19116(N)    085 46 44.30668(W) AD(       ) 3
 LA2146  NAD 27      -  40 13 11.04798(N)    085 46 44.39115(W) AD(       ) 3
 LA2146
 LA2146.Superseded values are not recommended for survey control.
 LA2146
 LA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2146.See file dsdata.pdf to determine how the superseded data were derived.
 LA2146
 LA2146_MARKER: 53 = ELEVATED TANK
 LA2146
 LA2146  HISTORY     - Date     Condition        Report By
 LA2146  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2146
 LA2146                          STATION DESCRIPTION
 LA2146
 LA2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2146'FRANKTON MUNICIPAL WATER TANK IS LOCATED IN THE SOUTH EDGE OF
 LA2146'FRANKTON ALONG THE NORTH SIDE OF CEMETARY ROAD AND ABOUT 0.15 MILE
 LA2146'SOUTHWEST OF THE FRANKTON RAILROAD DEPOT.
 LA2146'
 LA2146'IT IS A 4-LEGGED GRAYISH BLUE, OVAL STEEL TANK AND HAS AN
 LA2146'OVERALL HEIGHT OF 130 FEET.
 LA2146'
 LA2146'THE POINT INTERSECTED WAS THE CENTER OF CAP ATOP THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1346 ***********************************************************************
 LA1346  DESIGNATION -  FRANKTON RM 1
 LA1346  PID         -  LA1346
 LA1346  STATE/COUNTY-  IN/MADISON
 LA1346  COUNTRY     -  US
 LA1346  USGS QUAD   -  FRANKTON (2019)
 LA1346
 LA1346                         *CURRENT SURVEY CONTROL
 LA1346  ______________________________________________________________________
 LA1346* NAD 83(1986) POSITION- 40 14 05.52   (N) 085 49 32.48   (W)   HD_HELD1
 LA1346* NAVD 88 ORTHO HEIGHT -   262.071 (meters)      859.81  (feet) ADJUSTED
 LA1346  ______________________________________________________________________
 LA1346  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 LA1346  DYNAMIC HEIGHT  -        261.932 (meters)      859.36  (feet) COMP
 LA1346  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1346
 LA1346  VERT ORDER      -  SECOND    CLASS 0
 LA1346
 LA1346.The horizontal coordinates were determined by differentially corrected
 LA1346.hand held GPS observations or other comparable positioning techniques
 LA1346.and have an estimated accuracy of +/- 3 meters.
 LA1346
 LA1346.The orthometric height was determined by differential leveling and
 LA1346.adjusted by the NATIONAL GEODETIC SURVEY
 LA1346.in June 1991.
 LA1346
 LA1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1346.GEOID18 height accuracy estimate available here.
 LA1346
 LA1346.Click photographs - Photos may exist for this station.
 LA1346
 LA1346.The dynamic height is computed by dividing the NAVD 88
 LA1346.geopotential number by the normal gravity value computed on the
 LA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1346.degrees latitude (g = 980.6199 gals.).
 LA1346
 LA1346.The modeled gravity was interpolated from observed gravity values.
 LA1346
 LA1346;                    North         East    Units  Estimated Accuracy
 LA1346;SPC IN E     -   553,607.8      86,467.6     MT  (+/- 3 meters HH1 GPS) 
 LA1346
 LA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9989554486(NAD 83)
 LA1346
 LA1346                          SUPERSEDED SURVEY CONTROL
 LA1346
 LA1346  NGVD 29 (??/??/92)  262.204  (m)          860.25   (f) ADJ UNCH    2 0
 LA1346
 LA1346.Superseded values are not recommended for survey control.
 LA1346
 LA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1346.See file dsdata.pdf to determine how the superseded data were derived.
 LA1346
 LA1346_MARKER: DR = REFERENCE MARK DISK
 LA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1346_STAMPING: FRANKTON NO 1 1934
 LA1346_MARK LOGO: CGS
 LA1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1346+STABILITY: SURFACE MOTION
 LA1346
 LA1346  HISTORY     - Date     Condition        Report By
 LA1346  HISTORY     - 1934     MONUMENTED       CGS
 LA1346  HISTORY     - 1970     GOOD             NGS
 LA1346  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LA1346
 LA1346                          STATION DESCRIPTION
 LA1346
 LA1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA1346'3 MI SE FROM ELWOOD.
 LA1346'TO REACH THE MARK FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON
 LA1346'STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA1346'37, CONTINUE SOUTH ON 900 W ROAD FOR 1.0 MILE TO A CROSSROAD, TURN
 LA1346'LEFT AND GO EAST ON 900 N ROAD FOR 0.9 MILE TO A FARM LANE ON THE
 LA1346'LEFT, TURN LEFT AND GO NORTH ON THE FARM LANE FOR 0.2 MILE TO
 LA1346'THE MARK ON THE RIGHT.  THE MARK IS 162 FEET SOUTH OF A METAL
 LA1346'WITNESS POST AND 0.5 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 LA1346'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LA1346'PROJECTS 1-INCH.
 LA1346
 LA1346                          STATION RECOVERY (2017)
 LA1346
 LA1346'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LA1346'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1349 ***********************************************************************
 LA1349  DESIGNATION -  FRANKTON RM 3
 LA1349  PID         -  LA1349
 LA1349  STATE/COUNTY-  IN/MADISON
 LA1349  COUNTRY     -  US
 LA1349  USGS QUAD   -  FRANKTON (2019)
 LA1349
 LA1349                         *CURRENT SURVEY CONTROL
 LA1349  ______________________________________________________________________
 LA1349* NAD 83(1986) POSITION- 40 14 07.85   (N) 085 49 33.64   (W)   HD_HELD1
 LA1349* NAVD 88 ORTHO HEIGHT -   263.94  (meters)      865.9   (feet) RESET
 LA1349  ______________________________________________________________________
 LA1349  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 LA1349  VERT ORDER      -  THIRD
 LA1349
 LA1349.The horizontal coordinates were determined by differentially corrected
 LA1349.hand held GPS observations or other comparable positioning techniques
 LA1349.and have an estimated accuracy of +/- 3 meters.
 LA1349
 LA1349.The orthometric height was computed from unverified reset data.
 LA1349
 LA1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1349.GEOID18 height accuracy estimate available here.
 LA1349
 LA1349.Click photographs - Photos may exist for this station.
 LA1349
 LA1349;                    North         East    Units  Estimated Accuracy
 LA1349;SPC IN E     -   553,679.7      86,440.3     MT  (+/- 3 meters HH1 GPS) 
 LA1349
 LA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9986754558(NAD 83)
 LA1349
 LA1349                          SUPERSEDED SURVEY CONTROL
 LA1349
 LA1349  NGVD 29 (??/??/??)  264.07   (m)          866.4    (f) RESET       3  
 LA1349
 LA1349.Superseded values are not recommended for survey control.
 LA1349
 LA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1349.See file dsdata.pdf to determine how the superseded data were derived.
 LA1349
 LA1349_MARKER: DR = REFERENCE MARK DISK
 LA1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1349_STAMPING: FRANKTON 1934 NO 3 1970 BM RESET
 LA1349_MARK LOGO: CGS
 LA1349_PROJECTION: FLUSH
 LA1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1349+STABILITY: SURFACE MOTION
 LA1349
 LA1349  HISTORY     - Date     Condition        Report By
 LA1349  HISTORY     - 1970     MONUMENTED       NGS
 LA1349
 LA1349                          STATION DESCRIPTION
 LA1349
 LA1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA1349'3 MI SE FROM ELWOOD.
 LA1349'TO REACH THE MARK FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON
 LA1349'STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA1349'37, CONTINUE SOUTH ON 900 W ROAD FOR 1.0 MILE TO A CROSSROAD,
 LA1349'TURN LEFT AND GO EAST ON 900 N ROAD FOR 0.9 MILE TO A FARM LANE
 LA1349'ON THE LEFT, TURN LEFT AND GO NORTH ON THE FARM LANE FOR 0.2 MILE
 LA1349'TO THE MARK ON THE RIGHT.  THE MARK IS 105 FEET EAST OF THE
 LA1349'CENTER OF THE FARM LANE AND 3.5 FEET WEST OF THE SOUTHEAST CORNER
 LA1349'OF A LARGE RED BARN.  IT IS SET IN THE TOP OF A 12-INCH
 LA1349'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2680 ***********************************************************************
 LB2680  DESIGNATION -  FRAPORT
 LB2680  PID         -  LB2680
 LB2680  STATE/COUNTY-  IN/CLINTON
 LB2680  COUNTRY     -  US
 LB2680  USGS QUAD   -  FRANKFORT (2019)
 LB2680
 LB2680                         *CURRENT SURVEY CONTROL
 LB2680  ______________________________________________________________________
 LB2680* NAD 83(1997) POSITION- 40 16 36.90167(N) 086 33 52.45807(W)   ADJUSTED
 LB2680* NAD 83(1997) ELLIP HT-   226.496 (meters)        (05/25/99)   ADJUSTED
 LB2680* NAVD 88 ORTHO HEIGHT -   260.5   (meters)      855.    (feet) VERTCON3
 LB2680  ______________________________________________________________________
 LB2680  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 LB2680  NAD 83(1997) X  -    292,011.312 (meters)                     COMP
 LB2680  NAD 83(1997) Y  - -4,864,301.985 (meters)                     COMP
 LB2680  NAD 83(1997) Z  -  4,101,638.577 (meters)                     COMP
 LB2680  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 LB2680  HORZ ORDER      -  THIRD
 LB2680  ELLP ORDER      -  FOURTH    CLASS I
 LB2680
 LB2680.This mark is at Frankfort Airport (FKR)
 LB2680
 LB2680.The horizontal coordinates were established by GPS observations
 LB2680.and adjusted by the National Geodetic Survey in May 1999.
 LB2680
 LB2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2680
 LB2680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2680.GEOID18 height accuracy estimate available here.
 LB2680
 LB2680.Click photographs - Photos may exist for this station.
 LB2680
 LB2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2680
 LB2680.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2680
 LB2680.The ellipsoidal height was determined by GPS observations
 LB2680.and is referenced to NAD 83.
 LB2680
 LB2680. The following values were computed from the NAD 83(1997) position.
 LB2680
 LB2680;                    North         East     Units Scale Factor Converg.
 LB2680;SPC IN W     -   558,393.862   944,118.223   MT  0.99999062   +0 20 07.4
 LB2680;SPC IN W     - 1,831,997.20  3,097,494.54   sFT  0.99999062   +0 20 07.4
 LB2680;UTM  16      - 4,458,583.984   537,017.514   MT  0.99961687   +0 16 53.4
 LB2680
 LB2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2680!SPC IN W     -   0.99996447  x   0.99999062  =   0.99995509
 LB2680!UTM  16      -   0.99996447  x   0.99961687  =   0.99958135
 LB2680
 LB2680:                Primary Azimuth Mark                     Grid Az
 LB2680:SPC IN W     -  FRAPORT AZ MK                            214 03 58.6
 LB2680:UTM  16      -  FRAPORT AZ MK                            214 07 12.6
 LB2680
 LB2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3701758583(NAD 83)
 LB2680
 LB2680|---------------------------------------------------------------------|
 LB2680| PID    Reference Object                     Distance      Geod. Az  |
 LB2680|                                                           dddmmss.s |
 LB2680| LB2681 FRAPORT AZ MK                       APPROX. 0.5 KM 2142406.0 |
 LB2680|---------------------------------------------------------------------|
 LB2680
 LB2680                          SUPERSEDED SURVEY CONTROL
 LB2680
 LB2680  NAD 83(1986)-  40 16 36.90727(N)    086 33 52.47164(W) AD(       ) 3
 LB2680  NAD 27      -  40 16 36.77188(N)    086 33 52.45723(W) AD(       ) 3
 LB2680  NGVD 29 (02/23/89)  260.7    (m)  RAPSU86  model used  GPS OBS        
 LB2680
 LB2680.Superseded values are not recommended for survey control.
 LB2680
 LB2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2680.See file dsdata.pdf to determine how the superseded data were derived.
 LB2680
 LB2680_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2680_STAMPING: FRAPORT 1986
 LB2680_MARK LOGO: NGS
 LB2680_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2680+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 LB2680
 LB2680  HISTORY     - Date     Condition        Report By
 LB2680  HISTORY     - 1988     MONUMENTED       NGS
 LB2680  HISTORY     - 20100114 GOOD             HANPRO
 LB2680
 LB2680                          STATION DESCRIPTION
 LB2680
 LB2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2680'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) EAST OF INTERSTATE
 LB2680'HIGHWAY 65, 4.0 KM (2.50 MI) WEST OF FRANKFORT AND AT THE FRANKFORT
 LB2680'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF FRANKFORT, CITY HALL, 16 MAIN
 LB2680'STREET, FRANKFORT, IN 46041, PHONE 317-654-6275.  AIRPORT MANAGER IS
 LB2680'ERIC GEIGER.
 LB2680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 LB2680'HIGHWAYS 39, 38 AND 28 IN FRANKFORT, GO WEST ON STATE HIGHWAY 28 FOR
 LB2680'4.7 KM (2.90 MI) TO COUNTY ROAD 300W.  TURN RIGHT AND GO SOUTH ON
 LB2680'COUNTY ROAD 300W FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM EAST
 LB2680'SIDE OF OFFICE BUILDING GO SOUTHERLY ON A PAVED ROAD FOR 0.08 KM
 LB2680'(0.05 MI) TO A SIDEROAD RIGHT AND GATE.  TURN RIGHT, PASSING THRU
 LB2680'GATE, AND GO WESTERLY ALONG TAXIWAY FOR 0.24 KM (0.15 MI) TO EDGE OF
 LB2680'RUNWAY AND THE STATION ON THE RIGHT.
 LB2680'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---FRAPORT
 LB2680'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2680'FLUSH WITH THE GROUND.  LOCATED 17.4 M (57.1 FT) SOUTHEAST FROM
 LB2680'CENTER OF RUNWAY 21, 13.4 M (44.0 FT) NORTH-NORTHEAST FROM CENTER OF
 LB2680'TAXIWAY, 3.04 M (10.0 FT) NORTH-NORTHWEST FROM A BLUE TAXIWAY MARKER
 LB2680'LIGHT, 2.74 M (9.0 FT) SOUTHEAST FROM A WHITE RUNWAY MARKER LIGHT AND
 LB2680'0.46 M (1.5 FT) NORTHEAST FROM A BLUE TAXIWAY MARKER LIGHT AND
 LB2680'FIBERGLASS WITNESS POST.
 LB2680'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2680'DESCRIBED BY D.L. ADAMS.
 LB2680
 LB2680                          STATION RECOVERY (2010)
 LB2680
 LB2680'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2010 (RLW)
 LB2680'MARK WAS FOUND .5 FEET BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2681 ***********************************************************************
 LB2681  DESIGNATION -  FRAPORT AZ MK
 LB2681  PID         -  LB2681
 LB2681  STATE/COUNTY-  IN/CLINTON
 LB2681  COUNTRY     -  US
 LB2681  USGS QUAD   -  FRANKFORT (2019)
 LB2681
 LB2681                         *CURRENT SURVEY CONTROL
 LB2681  ______________________________________________________________________
 LB2681* NAD 83(1997) POSITION- 40 16 22.83139(N) 086 34 05.03642(W)   ADJUSTED
 LB2681* NAD 83(1997) ELLIP HT-   226.488 (meters)        (05/25/99)   ADJUSTED
 LB2681* NAVD 88 ORTHO HEIGHT -   260.5   (meters)      855.    (feet) VERTCON3
 LB2681  ______________________________________________________________________
 LB2681  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 LB2681  NAD 83(1997) X  -    291,731.473 (meters)                     COMP
 LB2681  NAD 83(1997) Y  - -4,864,599.839 (meters)                     COMP
 LB2681  NAD 83(1997) Z  -  4,101,307.447 (meters)                     COMP
 LB2681  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 LB2681  HORZ ORDER      -  THIRD
 LB2681  ELLP ORDER      -  FOURTH    CLASS I
 LB2681
 LB2681.This mark is at Frankfort Airport (FKR)
 LB2681
 LB2681.The horizontal coordinates were established by GPS observations
 LB2681.and adjusted by the National Geodetic Survey in May 1999.
 LB2681
 LB2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2681
 LB2681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2681.GEOID18 height accuracy estimate available here.
 LB2681
 LB2681.Click photographs - Photos may exist for this station.
 LB2681
 LB2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2681
 LB2681.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2681
 LB2681.The ellipsoidal height was determined by GPS observations
 LB2681.and is referenced to NAD 83.
 LB2681
 LB2681. The following values were computed from the NAD 83(1997) position.
 LB2681
 LB2681;                    North         East     Units Scale Factor Converg.
 LB2681;SPC IN W     -   557,958.150   943,823.598   MT  0.99999030   +0 19 59.1
 LB2681;SPC IN W     - 1,830,567.70  3,096,527.92   sFT  0.99999030   +0 19 59.1
 LB2681;UTM  16      - 4,458,148.712   536,722.589   MT  0.99961660   +0 16 45.2
 LB2681
 LB2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2681!SPC IN W     -   0.99996447  x   0.99999030  =   0.99995477
 LB2681!UTM  16      -   0.99996447  x   0.99961660  =   0.99958108
 LB2681
 LB2681:                Primary Azimuth Mark                     Grid Az
 LB2681:SPC IN W     -  FRAPORT                                  034 03 58.7
 LB2681:UTM  16      -  FRAPORT                                  034 07 12.6
 LB2681
 LB2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3672258148(NAD 83)
 LB2681
 LB2681|---------------------------------------------------------------------|
 LB2681| PID    Reference Object                     Distance      Geod. Az  |
 LB2681|                                                           dddmmss.s |
 LB2681| LB2680 FRAPORT                             APPROX. 0.5 KM 0342357.8 |
 LB2681|---------------------------------------------------------------------|
 LB2681
 LB2681                          SUPERSEDED SURVEY CONTROL
 LB2681
 LB2681  NAD 83(1986)-  40 16 22.83700(N)    086 34 05.04998(W) AD(       ) 3
 LB2681  NAD 27      -  40 16 22.70150(N)    086 34 05.03517(W) AD(       ) 3
 LB2681  NGVD 29 (02/23/89)  260.6    (m)  RAPSU86  model used  GPS OBS        
 LB2681
 LB2681.Superseded values are not recommended for survey control.
 LB2681
 LB2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2681.See file dsdata.pdf to determine how the superseded data were derived.
 LB2681
 LB2681_MARKER: DZ = AZIMUTH MARK DISK
 LB2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2681_STAMPING: FRAPORT 1986
 LB2681_MARK LOGO: NGS
 LB2681_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2681+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 LB2681
 LB2681  HISTORY     - Date     Condition        Report By
 LB2681  HISTORY     - 1988     MONUMENTED       NGS
 LB2681  HISTORY     - 20100114 GOOD             HANPRO
 LB2681
 LB2681                          STATION DESCRIPTION
 LB2681
 LB2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2681'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) EAST OF INTERSTATE
 LB2681'HIGHWAY 65, 4.0 KM (2.50 MI) WEST OF FRANKFORT AND AT THE FRANKFORT
 LB2681'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF FRANKFORT, CITY HALL, 16 MAIN
 LB2681'STREET, FRANKFORT, IN 46041, PHONE 317-654-6275.  AIRPORT MANAGER IS
 LB2681'ERIC GEIGER.
 LB2681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 LB2681'HIGHWAYS 39, 38 AND 28 IN FRANKFORT, GO WEST ON STATE HIGHWAY 28 FOR
 LB2681'4.7 KM (2.90 MI) TO COUNTY ROAD 300W.  TURN RIGHT AND GO SOUTH ON
 LB2681'COUNTY ROAD 300W FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM EAST
 LB2681'SIDE OF OFFICE BUILDING GO SOUTHERLY ON A PAVED ROAD FOR 0.08 KM
 LB2681'(0.05 MI) TO A SIDEROAD RIGHT AND GATE.  TURN RIGHT, PASSING THRU
 LB2681'GATE, AND GO WESTERLY ALONG TAXIWAY FOR 0.24 KM (0.15 MI) TO EDGE OF
 LB2681'RUNWAY.  TURN LEFT AND GO SOUTHWESTERLY ALONG RUNWAY FOR 0.56 KM
 LB2681'(0.35 MI) TO MARK ON THE LEFT JUST BEFORE CROSSING ANOTHER RUNWAY.
 LB2681'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---FRAPORT
 LB2681'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2681'FLUSH WITH THE GROUND.  LOCATED 26.2 M (86.0 FT) NORTHEAST FROM  THE
 LB2681'NORTH EDGE OF RUNWAY 9, 15.54 M (51.0 FT) SOUTHEAST FROM CENTER OF
 LB2681'RUNWAY 3, 7.9 M (25.9 FT) NORTH-NORTHEAST FROM A 2 FOOT SQUARE
 LB2681'CONCRETE ELECTRICAL DUCT COVER, 0.91 M (3.0 FT) SOUTHEAST FROM A
 LB2681'WHITE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS.
 LB2681'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2681'DESCRIBED BY D.L. ADAMS.
 LB2681
 LB2681                          STATION RECOVERY (2010)
 LB2681
 LB2681'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2010 (RLW)
 LB2681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2400 ***********************************************************************
 LB2400  DESIGNATION -  FRATE
 LB2400  PID         -  LB2400
 LB2400  STATE/COUNTY-  IN/CASS
 LB2400  COUNTRY     -  US
 LB2400  USGS QUAD   -  ANOKA (2019)
 LB2400
 LB2400                         *CURRENT SURVEY CONTROL
 LB2400  ______________________________________________________________________
 LB2400* NAD 83(1997) POSITION- 40 44 08.16280(N) 086 20 07.85386(W)   ADJUSTED
 LB2400* NAVD 88 ORTHO HEIGHT -   185.86  (+/-2cm)      609.8   (feet) VERTCON3
 LB2400  ______________________________________________________________________
 LB2400  GEOID HEIGHT    -        -34.213 (meters)                     GEOID18
 LB2400  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 LB2400  HORZ ORDER      -  SECOND
 LB2400  VERT ORDER      -  THIRD ? (See Below)
 LB2400
 LB2400.The horizontal coordinates were established by classical geodetic methods
 LB2400.and adjusted by the National Geodetic Survey in May 1999.
 LB2400
 LB2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2400
 LB2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2400.GEOID18 height accuracy estimate available here.
 LB2400
 LB2400.The vertical order pertains to the NGVD 29 superseded value.
 LB2400
 LB2400.Click photographs - Photos may exist for this station.
 LB2400
 LB2400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2400
 LB2400. The following values were computed from the NAD 83(1997) position.
 LB2400
 LB2400;                    North         East     Units Scale Factor Converg.
 LB2400;SPC IN E     -   609,412.478    43,503.743   MT  1.00000594   -0 26 11.3
 LB2400;SPC IN E     - 1,999,380.77    142,728.53   sFT  1.00000594   -0 26 11.3
 LB2400;SPC IN W     -   609,466.296   963,166.754   MT  1.00001576   +0 29 16.9
 LB2400;SPC IN W     - 1,999,557.34  3,159,989.59   sFT  1.00001576   +0 29 16.9
 LB2400;UTM  16      - 4,509,619.233   556,107.119   MT  0.99963875   +0 26 01.1
 LB2400
 LB2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2400!SPC IN E     -   0.99997621  x   1.00000594  =   0.99998215
 LB2400!SPC IN W     -   0.99997621  x   1.00001576  =   0.99999197
 LB2400!UTM  16      -   0.99997621  x   0.99963875  =   0.99961497
 LB2400
 LB2400:                Primary Azimuth Mark                     Grid Az
 LB2400:SPC IN E     -  LAURRA                                   099 26 21.7
 LB2400:SPC IN W     -  LAURRA                                   098 30 53.5
 LB2400:UTM  16      -  LAURRA                                   098 34 09.3
 LB2400
 LB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5610709619(NAD 83)
 LB2400
 LB2400|---------------------------------------------------------------------|
 LB2400| PID    Reference Object                     Distance      Geod. Az  |
 LB2400|                                                           dddmmss.s |
 LB2400| LB2399 LAURRA                              APPROX. 3.2 KM 0990010.4 |
 LB2400|---------------------------------------------------------------------|
 LB2400
 LB2400                          SUPERSEDED SURVEY CONTROL
 LB2400
 LB2400  NAD 83(1986)-  40 44 08.17766(N)    086 20 07.88064(W) AD(       ) 2
 LB2400  NAD 27      -  40 44 08.01290(N)    086 20 07.87650(W) AD(       ) 2
 LB2400  USSD        -  40 44 08.03900(N)    086 20 07.71500(W) AD(       ) 3
 LB2400  NGVD 29             185.98   (m)          610.2    (f) LEVELING    3  
 LB2400
 LB2400.Superseded values are not recommended for survey control.
 LB2400
 LB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2400.See file dsdata.pdf to determine how the superseded data were derived.
 LB2400
 LB2400_MARKER: DS = TRIANGULATION STATION DISK
 LB2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2400_STAMPING: FRATE 1920
 LB2400_MARK LOGO: CGS
 LB2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2400+STABILITY: SURFACE MOTION
 LB2400
 LB2400  HISTORY     - Date     Condition        Report By
 LB2400  HISTORY     - 1920     MONUMENTED       CGS
 LB2400
 LB2400                          STATION DESCRIPTION
 LB2400
 LB2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2400'TWO AND ONE-HALF MILES S OF LOGANSPORT PENNSYLVANIA RAILROAD DEPOT, 1
 LB2400'YARD NW OF THE LOGANSPORT S YARD SEMAPHORE SIGNAL, 200 YARDS NW OF
 LB2400'THE HUMP USED FOR SWITCHING CARS, ABOUT 160 YARDS SE OF THE TOOL
 LB2400'HOUSE, 2.040 METERS (6.69 FEET) SW OF THE NEAREST RAIL OF THE
 LB2400'OUTGOING TRACK.  THE STATION AND UNDERGROUND MARKS ARE BRONZE
 LB2400'TABLETS SET IN CONCRETE.  THERE IS NO REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1908 ***********************************************************************
 KA1908  DESIGNATION -  FRAZIER
 KA1908  PID         -  KA1908
 KA1908  STATE/COUNTY-  IN/HAMILTON
 KA1908  COUNTRY     -  US
 KA1908  USGS QUAD   -  FISHERS (2019)
 KA1908
 KA1908                         *CURRENT SURVEY CONTROL
 KA1908  ______________________________________________________________________
 KA1908* NAD 83(2011) POSITION- 39 58 12.08440(N) 086 00 30.45617(W)   ADJUSTED
 KA1908* NAD 83(2011) ELLIP HT-   216.298 (meters)        (06/27/12)   ADJUSTED
 KA1908* NAD 83(2011) EPOCH   -  2010.00
 KA1908* NAVD 88 ORTHO HEIGHT -   249.94  (+/-2cm)      820.0   (feet) VERTCON3
 KA1908  ______________________________________________________________________
 KA1908  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 KA1908  NAD 83(2011) X  -    340,737.769 (meters)                     COMP
 KA1908  NAD 83(2011) Y  - -4,883,138.533 (meters)                     COMP
 KA1908  NAD 83(2011) Z  -  4,075,574.236 (meters)                     COMP
 KA1908  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 KA1908  VERT ORDER      -  THIRD ? (See Below)
 KA1908
 KA1908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1908  Standards:
 KA1908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1908  -------------------------------------------------------------------
 KA1908  NETWORK    2.11   6.94           0.96   0.73   3.54     -0.03608733
 KA1908  -------------------------------------------------------------------
 KA1908  Click here for local accuracies and other accuracy information.
 KA1908
 KA1908.The horizontal coordinates were established by GPS observations
 KA1908.and adjusted by the National Geodetic Survey in June 2012.
 KA1908
 KA1908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1908.been affixed to the stable North American tectonic plate. See 
 KA1908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1908
 KA1908.The horizontal coordinates are valid at the epoch date displayed above
 KA1908.which is a decimal equivalence of Year/Month/Day.
 KA1908
 KA1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1908
 KA1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1908.GEOID18 height accuracy estimate available here.
 KA1908
 KA1908.The vertical order pertains to the NGVD 29 superseded value.
 KA1908
 KA1908.Click photographs - Photos may exist for this station.
 KA1908
 KA1908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1908
 KA1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1908
 KA1908.The ellipsoidal height was determined by GPS observations
 KA1908.and is referenced to NAD 83.
 KA1908
 KA1908. The following values were computed from the NAD 83(2011) position.
 KA1908
 KA1908;                    North         East     Units Scale Factor Converg.
 KA1908;SPC IN E     -   524,245.268    70,801.129   MT  0.99997716   -0 13 10.4
 KA1908;SPC IN E     - 1,719,961.35    232,286.70   sFT  0.99997716   -0 13 10.4
 KA1908;UTM  16      - 4,424,900.812   584,675.299   MT  0.99968827   +0 38 13.2
 KA1908
 KA1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1908!SPC IN E     -   0.99996607  x   0.99997716  =   0.99994323
 KA1908!UTM  16      -   0.99996607  x   0.99968827  =   0.99965435
 KA1908
 KA1908:                Primary Azimuth Mark                     Grid Az
 KA1908:SPC IN E     -  FISHER                                   203 40 55.9
 KA1908:UTM  16      -  FISHER                                   202 49 32.3
 KA1908
 KA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8467524900(NAD 83)
 KA1908
 KA1908|---------------------------------------------------------------------|
 KA1908| PID    Reference Object                     Distance      Geod. Az  |
 KA1908|                                                           dddmmss.s |
 KA1908| KA1910 FISHER A                            335.082 METERS 19515     |
 KA1908| KA1906 FISHER                              APPROX. 1.0 KM 2032745.5 |
 KA1908| CC8745 FRAZIER RM                           13.600 METERS 31344     |
 KA1908|---------------------------------------------------------------------|
 KA1908
 KA1908                          SUPERSEDED SURVEY CONTROL
 KA1908
 KA1908  NAD 83(2007)-  39 58 12.08445(N)    086 00 30.45712(W) AD(2002.00) 0
 KA1908  ELLIP H (02/10/07)  216.322  (m)                       GP(2002.00)    
 KA1908  NAD 83(1997)-  39 58 12.08490(N)    086 00 30.45696(W) AD(       ) 2
 KA1908  ELLIP H (05/25/99)  216.336  (m)                       GP(       ) 4 1
 KA1908  NAD 83(1986)-  39 58 12.07673(N)    086 00 30.47752(W) AD(       ) 2
 KA1908  NAD 27      -  39 58 11.94700(N)    086 00 30.53300(W) AD(       ) 2
 KA1908  USSD        -  39 58 11.98300(N)    086 00 30.31900(W) AD(       ) 3
 KA1908  NGVD 29             250.07   (m)          820.4    (f) LEVELING    3  
 KA1908
 KA1908.Superseded values are not recommended for survey control.
 KA1908
 KA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1908.See file dsdata.pdf to determine how the superseded data were derived.
 KA1908
 KA1908_MARKER: DS = TRIANGULATION STATION DISK
 KA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1908_STAMPING: FRAZIER 1920
 KA1908_MARK LOGO: CGS
 KA1908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1908+STABILITY: SURFACE MOTION
 KA1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1908+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1986
 KA1908
 KA1908  HISTORY     - Date     Condition        Report By
 KA1908  HISTORY     - 1920     MONUMENTED       CGS
 KA1908  HISTORY     - 1920     GOOD             CGS
 KA1908  HISTORY     - 1934     GOOD             INGS
 KA1908  HISTORY     - 1959     GOOD             USGS
 KA1908  HISTORY     - 1961     GOOD             THOMAS
 KA1908  HISTORY     - 1965     GOOD             INFCC
 KA1908  HISTORY     - 1970     GOOD             BRADY
 KA1908  HISTORY     - 1970     GOOD             LOCENG
 KA1908  HISTORY     - 1980     GOOD             LOCSUR
 KA1908  HISTORY     - 1980     GOOD             NGS
 KA1908  HISTORY     - 19861115 GOOD             GSIGPS
 KA1908
 KA1908                          STATION DESCRIPTION
 KA1908
 KA1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1908'ON THE E SIDE OF THE LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY,
 KA1908'2.95 METERS 9.68 FEET E OF THE E AND NEAREST RAIL, ABOUT THREE-
 KA1908'FOURTHS OF A MILE N OF FISHER RAILROAD STATION AND AT THE N END OF A
 KA1908'CURVE, AND ABOUT 185 YARDS N OF A HIGHWAY CROSSING, THE SECOND N
 KA1908'OF FISHER RAILROAD STATION. THE STATION, UNDERGROUND AND REFERENCE
 KA1908'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1908'THE REFERENCE MARK IS IN THE RIGHT-OF-WAY FENCE ON
 KA1908'THE OPPOSITE SIDE OF THE TRACK, 13.60 METERS 44.62 FEET FROM THE
 KA1908'STATION N 46 DEG 15 MIN W.
 KA1908
 KA1908                          STATION RECOVERY (1920)
 KA1908
 KA1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 KA1908'RECOVERED IN GOOD CONDITION.
 KA1908
 KA1908                          STATION RECOVERY (1934)
 KA1908
 KA1908'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 KA1908'STATION RECOVERED.
 KA1908
 KA1908                          STATION RECOVERY (1959)
 KA1908
 KA1908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1908'ON THE E SIDE OF THE RIGHT-OF-WAY OF THE NICKEL PLATE RAILROAD.
 KA1908'ABOUT 0.75 MILE OF FISHERS RAILROAD STATION AT THE N END OF A CURVE
 KA1908'ABOUT 550 FEET S OF A HIGHWAY CROSSING.  7.75 FEET E OF THE E AND
 KA1908'NEAREST RAIL.  12.7 FEET SW OF TELEPHONE POLE.  AND 15 FEET W OF
 KA1908'THE E RIGHT-OF-WAY FENCE.
 KA1908
 KA1908                          STATION RECOVERY (1961)
 KA1908
 KA1908'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1908'FRAZIER-1920 UNDISTURBED.
 KA1908'
 KA1908'RM.FRAZIER-1920 UNDISTURBED.
 KA1908'
 KA1908'MARK IS 185 YARDS SOUTH OF HIGHWAY CROSSING INSTEAD OF NORTH AS NOTED
 KA1908'IN DESCRIPTION.  THE STATION IS ON THE SOUTHERLY PROJECTION OF THE
 KA1908'WEST RAIL OF THE TRACK NORTH OF THE STATION.  THE RM IS
 KA1908'APPROXIMATELY 24 INCHES EAST OF THE WEST RIGHT-OF-WAY FENCE.
 KA1908
 KA1908                          STATION RECOVERY (1965)
 KA1908
 KA1908'RECOVERY NOTE BY IN FLOOD CONTR COMM 1965
 KA1908'THE STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD READ
 KA1908'HOWEVER 185 YARDS SOUTH OF A HIGHWAY CROSSING, AND NOT NORTH.
 KA1908
 KA1908                          STATION RECOVERY (1970)
 KA1908
 KA1908'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (LS)
 KA1908'FRAZIER 1920 RECOVERED IN GOOD CONDITION (BURIED 6 INCHES + OR -).
 KA1908'
 KA1908'REFERENCE MARK FOUND IN GOOD CONDITION.
 KA1908'
 KA1908'ADDITIONAL REFERENCES--553 FEET SOUTH ALONG EAST RAIL FROM RAIL
 KA1908'CROSSING AT 126TH STREET, 44.62 FEET TO REFERENCE MARK, 7.84 FEET
 KA1908'EAST OF GAGE OF EAST RAIL, 12.8 FEET N 45 DEG (+ OR -) E TO OLD
 KA1908'TELEPHONE POLE, 893 FEET NE OF MILE POST 17.
 KA1908
 KA1908                          STATION RECOVERY (1970)
 KA1908
 KA1908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHS)
 KA1908'FRAZIER 1920 STATION AND REFERENCE MARK IN GOOD CONDITION.  STATION
 KA1908'ABOUT 2 INCHES UNDER CINDERS.
 KA1908'
 KA1908'DESCRIPTION SHOULD BE REVISED TO READ--ON THE EAST SIDE OF THE
 KA1908'NORFOLK AND WESTERN RIGHT OF WAY, ABOUT 3/4 OF A MILE NORTH OF THE
 KA1908'MAIN STREET (E 116 ST) CROSSING IN FISHERS, 555 FEET SOUTH OF
 KA1908'CENTERLINE OF E 126 ST. CROSSING, 6.7 FEET E. OF THE EAST AND
 KA1908'NEAREST RAIL.  REMAINDER OF DESCRIPTION ADEQUATE.
 KA1908
 KA1908                          STATION RECOVERY (1980)
 KA1908
 KA1908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KA1908'FOUND ALL FOUR MARKS AND RMKS.
 KA1908'
 KA1908'WITNESS POSTS SET AT STA. LATHE SET AT ALL RMS.
 KA1908'
 KA1908'ALSO 5/8 REBARS DRIVEN AT STAS FOR METAL DETECTION.
 KA1908
 KA1908                          STATION RECOVERY (1980)
 KA1908
 KA1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1908'STATION MARK AND THE REFERENCE MARK FOUND IN GOOD CONDITION.  THE
 KA1908'DISTANCE TO THE REFERENCE MARK CHECKED.  THE STATION WAS NOT OCCUPIED
 KA1908'AS THERE WAS NO OBJECT AT GROUND LEVEL.
 KA1908'
 KA1908'THE STATION IS ABOUT 1 MILE N OF FISHERS ON THE E SIDE OF THE LAKE
 KA1908'ERIE AND WESTERN RAILROAD RIGHT OF WAY.
 KA1908'
 KA1908'TO REACH FROM THE POST OFFICE AND RAILROAD CROSSING IN THE SMALL
 KA1908'TOWN OF FISHERS, GO E ON 116 STREET FOR 0.2 MILE TO A STREET ON THE
 KA1908'LEFT.  TURN LEFT, GO N ON LANTERN ROAD FOR 0.25 MILE TO RAILROAD
 KA1908'CROSSING.  CONTINUE N ON THE ROAD FOR 0.75 MILE TO AN OFFSET
 KA1908'CROSSROADS.  TURN RIGHT, GO E ON 126 STREET FOR 0.25 MILE TO
 KA1908'RAILROAD CROSSING AND THE STATION 530 FT SOUTH ON THE E SIDE OF
 KA1908'TRACKS AS DESCRIBED.
 KA1908'
 KA1908'STATION MARK IS A STANDARD DISK, STAMPED FRAZIER 1920.  THE MARK
 KA1908'IS FLUSH.  IT IS 15 FT W OF FENCE LINE, 8 FT E OF E RAIL OF TRACKS
 KA1908'AND 1 FT W OF A METAL WITNESS POST.
 KA1908'
 KA1908'THE REFERENCE MARK IS A STANDARD DISK, STAMPED FRAZIER 1920.  THE
 KA1908'MARK PROJECTS 2 INCHES.  IT IS 20 FT W OF THE W RAIL OF TRACKS AND
 KA1908'2 FT E OF RIGHT OF WAY FENCE.
 KA1908
 KA1908                          STATION RECOVERY (1986)
 KA1908
 KA1908'RECOVERY NOTE BY GEOPHYSICAL SERVICE INCORPORATED 1986
 KA1908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2176 ***********************************************************************
 LB2176  DESIGNATION -  FREE
 LB2176  PID         -  LB2176
 LB2176  STATE/COUNTY-  IN/BENTON
 LB2176  COUNTRY     -  US
 LB2176  USGS QUAD   -  BOSWELL (2019)
 LB2176
 LB2176                         *CURRENT SURVEY CONTROL
 LB2176  ______________________________________________________________________
 LB2176* NAD 83(1997) POSITION- 40 37 17.99490(N) 087 27 22.17093(W)   ADJUSTED
 LB2176* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 LB2176  ______________________________________________________________________
 LB2176  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 LB2176  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 LB2176  HORZ ORDER      -  THIRD
 LB2176
 LB2176.The horizontal coordinates were established by classical geodetic methods
 LB2176.and adjusted by the National Geodetic Survey in May 1999.
 LB2176
 LB2176.The orthometric height was scaled from a topographic map.
 LB2176
 LB2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2176.GEOID18 height accuracy estimate available here.
 LB2176
 LB2176.Click photographs - Photos may exist for this station.
 LB2176
 LB2176.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2176
 LB2176. The following values were computed from the NAD 83(1997) position.
 LB2176
 LB2176;                    North         East     Units Scale Factor Converg.
 LB2176;SPC IN W     -   596,612.248   868,454.619   MT  0.99997891   -0 14 33.8
 LB2176;SPC IN W     - 1,957,385.35  2,849,254.86   sFT  0.99997891   -0 14 33.8
 LB2176;UTM  16      - 4,496,859.692   461,417.775   MT  0.99961832   -0 17 49.2
 LB2176
 LB2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2176!SPC IN W     -   0.99996976  x   0.99997891  =   0.99994867
 LB2176!UTM  16      -   0.99996976  x   0.99961832  =   0.99958809
 LB2176
 LB2176:                Primary Azimuth Mark                     Grid Az
 LB2176:SPC IN W     -  FREE AZ MK                               271 21 50.9
 LB2176:UTM  16      -  FREE AZ MK                               271 25 06.3
 LB2176
 LB2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6141796859(NAD 83)
 LB2176
 LB2176|---------------------------------------------------------------------|
 LB2176| PID    Reference Object                     Distance      Geod. Az  |
 LB2176|                                                           dddmmss.s |
 LB2176| CM3527 FREE RM 1                            22.790 METERS 17742     |
 LB2176| CM3529 FREE RM 3                            32.620 METERS 23126     |
 LB2176| CM3526 FREE AZ MK                                         2710717.1 |
 LB2176| CM3528 FREE RM 2                            16.463 METERS 27220     |
 LB2176|---------------------------------------------------------------------|
 LB2176
 LB2176                          SUPERSEDED SURVEY CONTROL
 LB2176
 LB2176  NAD 83(1986)-  40 37 18.00427(N)    087 27 22.18169(W) AD(       ) 3
 LB2176  NAD 27      -  40 37 17.87140(N)    087 27 22.10130(W) AD(       ) 3
 LB2176
 LB2176.Superseded values are not recommended for survey control.
 LB2176
 LB2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2176.See file dsdata.pdf to determine how the superseded data were derived.
 LB2176
 LB2176_MARKER: DS = TRIANGULATION STATION DISK
 LB2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2176_STAMPING: FREE 1955
 LB2176_MARK LOGO: CGS
 LB2176_PROJECTION: FLUSH
 LB2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2176+STABILITY: SURFACE MOTION
 LB2176
 LB2176  HISTORY     - Date     Condition        Report By
 LB2176  HISTORY     - 1955     MONUMENTED       CGS
 LB2176  HISTORY     - 1973     GOOD             NGS
 LB2176
 LB2176                          STATION DESCRIPTION
 LB2176
 LB2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2176'STATION IS LOCATED IN THE VILLAGE OF FREE, 288 FEET EAST OF MAIN LINE
 LB2176'RAILROAD CROSSING OF THE NEW YORK CENTRAL RAILROAD AND STATE HIGHWAY
 LB2176'18, 28 FEET NORTH OF THE CENTER OF THE HIGHWAY, 13 FEET WEST OF A
 LB2176'TELEPHONE POLE, 7 FEET WEST OF A WHITE WITNESS POST AND 3 FEET
 LB2176'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FREE
 LB2176'1955.
 LB2176'
 LB2176'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 LB2176'THE MARK IS FLUSH AND THE DISK IS STAMPED FREE NO 1 1955.
 LB2176'
 LB2176'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE HIGHWAY
 LB2176'AND 2 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2176'STAMPED FREE NO 2 1955.
 LB2176'
 LB2176'AZIMUTH MARK IS SOUTHEAST OF THE HOME AND ACROSS THE HIGHWAY FROM THE
 LB2176'FARM OF MR. W. M. GRETENCORD, 40 FEET SOUTH OF THE CENTER OF STATE
 LB2176'HIGHWAY 18, 3 FEET EAST OF A POWER LINE POLE, 1 FOOT NORTH OF A
 LB2176'FENCE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2176'ABOUT 4 INCHES AND THE DISK IS STAMPED FREE 1955.
 LB2176'
 LB2176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 18 FOR
 LB2176'0.55 MILE TO THE MARK ON THE LEFT, SOUTH SIDE OF HIGHWAY AS
 LB2176'DESCRIBED.
 LB2176'
 LB2176'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2176
 LB2176                          STATION RECOVERY (1973)
 LB2176
 LB2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LB2176'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LB2176'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO
 LB2176'HAVE BEEN DESTROYED BY GRADING.  REFERENCE MARK 3 WAS SET.  THE
 LB2176'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW
 LB2176'DESCRIPTION FOLLOWS--
 LB2176'
 LB2176'THE STATION IS LOCATED IN THE SMALL VILLAGE OF FREE, 4 MILES WEST OF
 LB2176'THE JUNCTION OF STATE HIGHWAY 18 AND U. S. HIGHWAY 41, 28 FEET NORTH
 LB2176'OF THE CENTERLINE OF HIGHWAY 18, 45 FEET EAST OF AN UNDERGROUND
 LB2176'CABLE BOX, 170 FEET WEST OF A FENCE CORNER AND A CONCRETE
 LB2176'RIGHT-OF-WAY POST, 288 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK,
 LB2176'1 FOOT WEST OF A METAL WITNESS POST, 2 FEET SOUTH OF A FENCE AND
 LB2176'ABOUT 300 FEET NORTHEAST OF THE FREE GRAIN CO. ELEVATOR.  THE
 LB2176'MONUMENT IS FLUSH AND THE DISK IS STAMPED FREE 1955.
 LB2176'
 LB2176'REFERENCE MARK 2 IS 2 FEET SOUTH OF THE FENCE, 9 FEET WEST OF THE
 LB2176'UNDERGROUND CABLE BOX, 234 FEET EAST OF THE EAST RAIL AND 28 FEET
 LB2176'NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND
 LB2176'THE DISK IS STAMPED FREE NO 2 1955.
 LB2176'
 LB2176'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FREE 1955 NO 3 1973, SET
 LB2176'IN A DRILL HOLE IN THE TOP AND SOUTH END OF A CONCRETE HEADWALL, 15
 LB2176'FEET EAST OF THE CENTERLINE OF DRIVEWAY TO ELEVATOR AND 35 FEET
 LB2176'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LB2176'
 LB2176'THE AZIMUTH MARK IS 0.55 MILE WEST ALONG HIGHWAY 18 FROM THE STATION,
 LB2176'1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, 4 FEET
 LB2176'EAST OF A POWER POLE, 40 FEET SOUTH OF THE CENTERLINE OF THE
 LB2176'HIGHWAY AND 53 FEET EAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 LB2176'NORTH.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FREE
 LB2176'1955.
 LB2176'
 LB2176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES WEST
 LB2176'OF FOWLER.
 LB2176'
 LB2176'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1985 ***********************************************************************
 KA1985  DESIGNATION -  FREEDOM
 KA1985  PID         -  KA1985
 KA1985  STATE/COUNTY-  IN/OWEN
 KA1985  COUNTRY     -  US
 KA1985  USGS QUAD   -  FREEDOM (2019)
 KA1985
 KA1985                         *CURRENT SURVEY CONTROL
 KA1985  ______________________________________________________________________
 KA1985* NAD 83(1997) POSITION- 39 14 26.31868(N) 086 48 48.64287(W)   ADJUSTED
 KA1985* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 KA1985  ______________________________________________________________________
 KA1985  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KA1985  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 KA1985  HORZ ORDER      -  SECOND
 KA1985
 KA1985.The horizontal coordinates were established by classical geodetic methods
 KA1985.and adjusted by the National Geodetic Survey in May 1999.
 KA1985
 KA1985.The orthometric height was scaled from a topographic map.
 KA1985
 KA1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1985.GEOID18 height accuracy estimate available here.
 KA1985
 KA1985.Click photographs - Photos may exist for this station.
 KA1985
 KA1985.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1985
 KA1985. The following values were computed from the NAD 83(1997) position.
 KA1985
 KA1985;                    North         East     Units Scale Factor Converg.
 KA1985;SPC IN W     -   443,245.868   923,293.520   MT  0.99997334   +0 10 14.5
 KA1985;SPC IN W     - 1,454,215.82  3,029,172.16   sFT  0.99997334   +0 10 14.5
 KA1985;UTM  16      - 4,343,498.236   516,093.494   MT  0.99960319   +0 07 04.7
 KA1985
 KA1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1985!SPC IN W     -   0.99996863  x   0.99997334  =   0.99994197
 KA1985!UTM  16      -   0.99996863  x   0.99960319  =   0.99957183
 KA1985
 KA1985:                Primary Azimuth Mark                     Grid Az
 KA1985:SPC IN W     -  FREEDOM AZ MK                            349 41 12.0
 KA1985:UTM  16      -  FREEDOM AZ MK                            349 44 21.8
 KA1985
 KA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1609343498(NAD 83)
 KA1985
 KA1985|---------------------------------------------------------------------|
 KA1985| PID    Reference Object                     Distance      Geod. Az  |
 KA1985|                                                           dddmmss.s |
 KA1985| CC9181 FREEDOM RM 1                         19.915 METERS 09813     |
 KA1985| CC8746 FREEDOM AZ MK                                      3495126.5 |
 KA1985| CC9182 FREEDOM RM 2                         23.043 METERS 35343     |
 KA1985|---------------------------------------------------------------------|
 KA1985
 KA1985                          SUPERSEDED SURVEY CONTROL
 KA1985
 KA1985  NAD 83(1986)-  39 14 26.32329(N)    086 48 48.63955(W) AD(       ) 2
 KA1985  NAD 27      -  39 14 26.16290(N)    086 48 48.60900(W) AD(       ) 2
 KA1985
 KA1985.Superseded values are not recommended for survey control.
 KA1985
 KA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1985.See file dsdata.pdf to determine how the superseded data were derived.
 KA1985
 KA1985_MARKER: DS = TRIANGULATION STATION DISK
 KA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1985_STAMPING: FREEDOM 1947
 KA1985_MARK LOGO: CGS
 KA1985_PROJECTION: FLUSH
 KA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1985+STABILITY: SURFACE MOTION
 KA1985
 KA1985  HISTORY     - Date     Condition        Report By
 KA1985  HISTORY     - 1947     MONUMENTED       CGS
 KA1985
 KA1985                          STATION DESCRIPTION
 KA1985
 KA1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1985'THE STATION IS LOCATED ON HIGH LAND ABOUT 4 MILES SOUTHWEST OF
 KA1985'SPENCER, 3-3/4 MILES NORTHEAST OF FREEDOM, 1/2 MILE SOUTH OF
 KA1985'STATE HIGHWAY 67, AND ON LAND OWNED BY MR.E. TAYLOR. THE MARK IS 90
 KA1985'FEET WEST OF THE SOUTHWEST CORNER OF MR.  TAYLORS BARN, 16.8 FEET
 KA1985'NORTHEAST OF A T-FENCE CORNER, 11.7 FEET NORTH OF A WIRE FENCE, AND
 KA1985'11.6 FEET EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND,
 KA1985'AND THE DISK IS STAMPED FREEDOM 1947.
 KA1985'
 KA1985'REFERENCE MARK NO. 2 IS 65.34 FEET EAST OF THE STATION, 31 FEET
 KA1985'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, AND 1 FOOT NORTH
 KA1985'OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1985'STAMPED FREEDOM NO 1 1947.
 KA1985'
 KA1985'REFERENCE MARK NO. 2 IS 75.60 FEET NORTH-NORTHWEST OF THE STATION, 99
 KA1985'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, AND 1 FOOT
 KA1985'EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 KA1985'IS STAMPED FREEDOM NO 2 1947.
 KA1985'
 KA1985'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHWEST OF THE STATION, 50.8
 KA1985'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 67, 25 FEET EAST
 KA1985'OF THE APPROXIMATE CENTERLINE OF A FARM DRIVEWAY 3.5 FEET SOUTHEAST
 KA1985'OF A FENCE CORNER, AND 1.5 FEET SOUTH OF A WITNESS POST. THE
 KA1985'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED FREEDOM 1947.
 KA1985'
 KA1985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 67 IN
 KA1985'THE WESTERN EDGE OF SPENCER, GO SOUTH AND WEST ON THE LATTER FOR
 KA1985'4.1 MILES TO A SIDE ROAD ON THE LEFT, AND THE AZIMUTH MARK ON THE TOP
 KA1985'OF A 25-FOOT ROAD BANK ON THE RIGHT. TURN LEFT, SOUTH, AND GO ON
 KA1985'THE MAIN GRAVEL ROAD FOR 0.4 MILE TO THE FARM HOME OF MR. TAYLOR ON
 KA1985'THE LEFT.  TURN RIGHT, WEST, IN THE BARN YARD, PASS BETWEEN
 KA1985'THE BARN AND CORN CRIB TO THE SOUTHWEST CORNER OF THE BARN YARD AND
 KA1985'THE STATION AS DESCRIBED.
 KA1985'
 KA1985'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2555 ***********************************************************************
 HZ2555  DESIGNATION -  FREEMAN
 HZ2555  PID         -  HZ2555
 HZ2555  STATE/COUNTY-  IN/JACKSON
 HZ2555  COUNTRY     -  US
 HZ2555  USGS QUAD   -  SEYMOUR (2019)
 HZ2555
 HZ2555                         *CURRENT SURVEY CONTROL
 HZ2555  ______________________________________________________________________
 HZ2555* NAD 83(1997) POSITION- 38 55 33.05671(N) 085 54 02.85986(W)   ADJUSTED
 HZ2555* NAD 83(1997) ELLIP HT-   141.161 (meters)        (05/25/99)   ADJUSTED
 HZ2555* NAVD 88 ORTHO HEIGHT -   174.9   (meters)      574.    (feet) VERTCON3
 HZ2555  ______________________________________________________________________
 HZ2555  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 HZ2555  NAD 83(1997) X  -    355,174.452 (meters)                     COMP
 HZ2555  NAD 83(1997) Y  - -4,955,902.649 (meters)                     COMP
 HZ2555  NAD 83(1997) Z  -  3,986,005.019 (meters)                     COMP
 HZ2555  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 HZ2555  HORZ ORDER      -  THIRD
 HZ2555  ELLP ORDER      -  FOURTH    CLASS I
 HZ2555
 HZ2555.This mark is at Freeman Municipal Airport (SER)
 HZ2555
 HZ2555.The horizontal coordinates were established by GPS observations
 HZ2555.and adjusted by the National Geodetic Survey in May 1999.
 HZ2555
 HZ2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2555
 HZ2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2555.GEOID18 height accuracy estimate available here.
 HZ2555
 HZ2555.Click photographs - Photos may exist for this station.
 HZ2555
 HZ2555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2555
 HZ2555.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2555
 HZ2555.The ellipsoidal height was determined by GPS observations
 HZ2555.and is referenced to NAD 83.
 HZ2555
 HZ2555. The following values were computed from the NAD 83(1997) position.
 HZ2555
 HZ2555;                    North         East     Units Scale Factor Converg.
 HZ2555;SPC IN E     -   408,290.782    79,697.869   MT  0.99997174   -0 08 49.6
 HZ2555;SPC IN E     - 1,339,534.01    261,475.43   sFT  0.99997174   -0 08 49.6
 HZ2555;UTM  16      - 4,309,122.339   595,282.651   MT  0.99971179   +0 41 26.5
 HZ2555
 HZ2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2555!SPC IN E     -   0.99997785  x   0.99997174  =   0.99994959
 HZ2555!UTM  16      -   0.99997785  x   0.99971179  =   0.99968965
 HZ2555
 HZ2555:                Primary Azimuth Mark                     Grid Az
 HZ2555:SPC IN E     -  FREEMAN AZ MK                            045 12 33.1
 HZ2555:UTM  16      -  FREEMAN AZ MK                            044 22 17.0
 HZ2555
 HZ2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9528209122(NAD 83)
 HZ2555
 HZ2555|---------------------------------------------------------------------|
 HZ2555| PID    Reference Object                     Distance      Geod. Az  |
 HZ2555|                                                           dddmmss.s |
 HZ2555| HZ2556 FREEMAN AZ MK                       APPROX. 0.6 KM 0450343.5 |
 HZ2555|---------------------------------------------------------------------|
 HZ2555
 HZ2555                          SUPERSEDED SURVEY CONTROL
 HZ2555
 HZ2555  NAD 83(1993)-  38 55 33.06100(N)    085 54 02.86359(W) AD(       ) 3
 HZ2555  NAD 83(1986)-  38 55 33.06147(N)    085 54 02.86478(W) AD(       ) 3
 HZ2555  NAD 27      -  38 55 32.86849(N)    085 54 02.95382(W) AD(       ) 3
 HZ2555  NGVD 29 (02/23/89)  175.0    (m)  RAPSU86  model used  GPS OBS        
 HZ2555
 HZ2555.Superseded values are not recommended for survey control.
 HZ2555
 HZ2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2555.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2555
 HZ2555_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2555_STAMPING: FREEMAN 1986
 HZ2555_MARK LOGO: NGS
 HZ2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2555+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 HZ2555
 HZ2555  HISTORY     - Date     Condition        Report By
 HZ2555  HISTORY     - 1986     MONUMENTED       NGS
 HZ2555  HISTORY     - 19890925 GOOD             NGS
 HZ2555  HISTORY     - 19961115 GOOD             NGS
 HZ2555  HISTORY     - 20030915 GOOD             INDIV
 HZ2555  HISTORY     - 20101228 MARK NOT FOUND   BFSINC
 HZ2555
 HZ2555                          STATION DESCRIPTION
 HZ2555
 HZ2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2555'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTH OF SEYMOUR, 6.4 KM
 HZ2555'(4.00 MI) WEST OF INTERSTATE HIGHWAY 65 AND AT THE FREEMAN MUNICIPAL
 HZ2555'AIRPORT.  OWNERSHIP--SEYMOUR AIRPORT INDUSTRIAL PARK, 1040 A AVENUE,
 HZ2555'SEYMOUR, IN 47274, PHONE 812-522-2031.  AIRPORT MANAGER IS JOHN
 HZ2555'SPRENGER.
 HZ2555'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 HZ2555'U.S. HIGHWAY 50, ABOUT 6.4 KM (4.00 MI) EAST OF SEYMOUR, GO WEST ON
 HZ2555'U.S. HIGHWAY 50 FOR 6.1 KM (3.80 MI) TO SEYMOUR MUNICIPAL AIRPORT
 HZ2555'SIGN.  TURN LEFT AND GO SOUTH FOR 2.6 KM (1.60 MI) TO A STOP SIGN.
 HZ2555'TURN LEFT AND THEN RIGHT AND CONTINUE SOUTH FOR 0.5 KM (0.30 MI) TO A
 HZ2555'STOP SIGN.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) TO AIRPORT
 HZ2555'MANAGERS OFFICE ON THE RIGHT.  FROM OFFICE GO SOUTH FOR 0.2 KM
 HZ2555'(0.10 MI) TO APRON AND TAXIWAY.  TURN NORTHEASTERLY TOWARD RUNWAY 22
 HZ2555'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 HZ2555'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---FREEMAN
 HZ2555'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 HZ2555'FLUSH WITH THE GROUND.  LOCATED 9.45 M (31.0 FT) NORTHWEST FROM THE
 HZ2555'NORTHWEST EDGE OF TAXIWAY, 5.79 M (19.0 FT) NORTHEAST FROM EDGE OF
 HZ2555'PAVED AIRPLANE PARKING AREA, 0.73 M (2.4 FT) SOUTH FROM SOUTHEAST
 HZ2555'CORNER OF A CULTIVATED FIELD AND 0.7 M (2.3 FT) SOUTH FROM A
 HZ2555'FIBERGLASS WITNESS POST.
 HZ2555'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ2555'DESCRIBED BY D.A. BOWLING.
 HZ2555
 HZ2555                          STATION RECOVERY (1989)
 HZ2555
 HZ2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HZ2555'THE STATION IS LOCATED AT THE E EDGE OF THE RAMP AREA AT ITS JUNCTION
 HZ2555'WITH THE TAXIWAY LEADING TO RUNWAY END 22.  THE STATION IS A STANDARD
 HZ2555'NGS DISK STAMPED FREEMAN 1986, SET INTO THE TOP OF AN 8 INCH CONCRETE
 HZ2555'MONUMENT SET FLUSH WITH THE GROUND.  IT IS LOCATED 31.0 FEET (9.4 M)
 HZ2555'NW FROM THE NW EDGE OF THE TAXIWAY, 19.0 FEET (5.8 M) NE FROM THE NEW
 HZ2555'EDGE OF THE RAMP AREA, 33.8 FEET (10.3 M) S FROM THE W POST OF A
 HZ2555'TERMINAL SIGN, 26.0 FEET (7.9 M) NW FROM THE CENTER OF A METAL DRAIN,
 HZ2555'AND 2.4 FEET (0.7 M) SW FROM A FIBERGLASS WITNESS POST.
 HZ2555
 HZ2555                          STATION RECOVERY (1996)
 HZ2555
 HZ2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 HZ2555'THE STATION IS LOCATED AT THE E EDGE OF THE RAMP AREA AT ITS JUNCTION
 HZ2555'WITH THE TAXIWAY LEADING TO RUNWAY END 22.  THE STATION IS A STANDARD
 HZ2555'NGS DISK STAMPED FREEMAN 1986, SET INTO THE TOP OF AN 8 INCH CONCRETE
 HZ2555'MONUMENT SET FLUSH WITH THE GROUND.  IT IS LOCATED 31.0 FEET (9.4 M)
 HZ2555'NW FROM THE NW EDGE OF THE TAXIWAY, 19.0 FEET (5.8 M) NE FROM THE NEW
 HZ2555'EDGE OF THE RAMP AREA, 33.8 FEET (10.3 M) S FROM THE W POST OF A
 HZ2555'TERMINAL SIGN, 26.0 FEET (7.9 M) NW FROM THE CENTER OF A METAL DRAIN,
 HZ2555'AND 2.4 FEET (0.7 M) SW FROM A FIBERGLASS WITNESS POST.
 HZ2555
 HZ2555                          STATION RECOVERY (2003)
 HZ2555
 HZ2555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 HZ2555'REVISION TO OWNERSHIP-FREEMAN MUNICIPAL AIRPORT.  ADDRESS AND PHONE
 HZ2555'NUMBER REMAIN THE SAME.  AIRPORT MANAGER IS DON FURLOW.
 HZ2555'REVISION IN DIRECTIONS TO REACH STATION-FROM THE INTERSECTION OF
 HZ2555'U.S.50 (TIPTON STREET) AND I-65, GO WEST ON TIPTON STREET FOR 6.1 KM
 HZ2555'4.0 MI) TO THE TRAFFIC SIGNAL AT AIRPORT ROAD.  REMAINDER OF 'TO
 HZ2555'REACH' DESCRIPTION IS GOOD.
 HZ2555'REVISION IN LOCATION-LOCATED 7.6 M (25 FT) NORTHWEST FROM NORTHWEST
 HZ2555'EDGE OF TAXIWAY, 5.8 M (19 FT) NORTHEAST FROM EDGE OF PAVED AIRPLANE
 HZ2555'APRON AREA, AND 10.0 M (33 FT) SOUTH FROM SOUTHEAST CORNER OF A
 HZ2555'CULTIVATED FIELD.  THE WITNESS POST IS BROKEN AND LYING ON THE GROUND
 HZ2555'NEAR THE STATION.
 HZ2555
 HZ2555                          STATION RECOVERY (2010)
 HZ2555
 HZ2555'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (JRC)
 HZ2555'MARK APPARENTLY DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2556 ***********************************************************************
 HZ2556  DESIGNATION -  FREEMAN AZ MK
 HZ2556  PID         -  HZ2556
 HZ2556  STATE/COUNTY-  IN/JACKSON
 HZ2556  COUNTRY     -  US
 HZ2556  USGS QUAD   -  SEYMOUR (2019)
 HZ2556
 HZ2556                         *CURRENT SURVEY CONTROL
 HZ2556  ______________________________________________________________________
 HZ2556* NAD 83(1997) POSITION- 38 55 46.49142(N) 085 53 45.62218(W)   ADJUSTED
 HZ2556* NAD 83(1997) ELLIP HT-   142.214 (meters)        (05/25/99)   ADJUSTED
 HZ2556* NAVD 88 ORTHO HEIGHT -   176.0   (meters)      577.    (feet) VERTCON3
 HZ2556  ______________________________________________________________________
 HZ2556  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 HZ2556  NAD 83(1997) X  -    355,570.047 (meters)                     COMP
 HZ2556  NAD 83(1997) Y  - -4,955,614.114 (meters)                     COMP
 HZ2556  NAD 83(1997) Z  -  3,986,327.980 (meters)                     COMP
 HZ2556  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 HZ2556  HORZ ORDER      -  THIRD
 HZ2556  ELLP ORDER      -  FOURTH    CLASS I
 HZ2556
 HZ2556.This mark is at Freeman Municipal Airport (SER)
 HZ2556
 HZ2556.The horizontal coordinates were established by GPS observations
 HZ2556.and adjusted by the National Geodetic Survey in May 1999.
 HZ2556
 HZ2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2556
 HZ2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2556.GEOID18 height accuracy estimate available here.
 HZ2556
 HZ2556.Click photographs - Photos may exist for this station.
 HZ2556
 HZ2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2556
 HZ2556.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2556
 HZ2556.The ellipsoidal height was determined by GPS observations
 HZ2556.and is referenced to NAD 83.
 HZ2556
 HZ2556. The following values were computed from the NAD 83(1997) position.
 HZ2556
 HZ2556;                    North         East     Units Scale Factor Converg.
 HZ2556;SPC IN E     -   408,704.004    80,114.118   MT  0.99997153   -0 08 38.8
 HZ2556;SPC IN E     - 1,340,889.72    262,841.07   sFT  0.99997153   -0 08 38.8
 HZ2556;UTM  16      - 4,309,541.494   595,692.707   MT  0.99971276   +0 41 37.5
 HZ2556
 HZ2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2556!SPC IN E     -   0.99997769  x   0.99997153  =   0.99994922
 HZ2556!UTM  16      -   0.99997769  x   0.99971276  =   0.99969045
 HZ2556
 HZ2556:                Primary Azimuth Mark                     Grid Az
 HZ2556:SPC IN E     -  FREEMAN                                  225 12 33.1
 HZ2556:UTM  16      -  FREEMAN                                  224 22 16.8
 HZ2556
 HZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9569209541(NAD 83)
 HZ2556
 HZ2556|---------------------------------------------------------------------|
 HZ2556| PID    Reference Object                     Distance      Geod. Az  |
 HZ2556|                                                           dddmmss.s |
 HZ2556| HZ2555 FREEMAN                             APPROX. 0.6 KM 2250354.3 |
 HZ2556|---------------------------------------------------------------------|
 HZ2556
 HZ2556                          SUPERSEDED SURVEY CONTROL
 HZ2556
 HZ2556  NAD 83(1993)-  38 55 46.49571(N)    085 53 45.62591(W) AD(       ) 3
 HZ2556  NAD 83(1986)-  38 55 46.49619(N)    085 53 45.62711(W) AD(       ) 3
 HZ2556  NAD 27      -  38 55 46.30334(N)    085 53 45.71670(W) AD(       ) 3
 HZ2556  NGVD 29 (02/23/89)  176.1    (m)  RAPSU86  model used  GPS OBS        
 HZ2556
 HZ2556.Superseded values are not recommended for survey control.
 HZ2556
 HZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2556.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2556
 HZ2556_MARKER: DZ = AZIMUTH MARK DISK
 HZ2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2556_STAMPING: FREEMAN 1986
 HZ2556_MARK LOGO: NGS
 HZ2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2556+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2010
 HZ2556
 HZ2556  HISTORY     - Date     Condition        Report By
 HZ2556  HISTORY     - 1986     MONUMENTED       NGS
 HZ2556  HISTORY     - 19890925 GOOD             NGS
 HZ2556  HISTORY     - 19961115 GOOD             NGS
 HZ2556  HISTORY     - 20030915 GOOD             INDIV
 HZ2556  HISTORY     - 20101228 GOOD             BFSINC
 HZ2556
 HZ2556                          STATION DESCRIPTION
 HZ2556
 HZ2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2556'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTH OF SEYMOUR, 6.4 KM
 HZ2556'(4.00 MI) WEST OF INTERSTATE HIGHWAY 65 AND AT THE FREEMAN MUNICIPAL
 HZ2556'AIRPORT.  OWNERSHIP--SEYMOUR AIRPORT INDUSTRIAL PARK, 1040 A AVENUE,
 HZ2556'SEYMOUR, IN 47274, PHONE 812-522-2031.  AIRPORT MANAGER IS JOHN
 HZ2556'SPRENGER.
 HZ2556'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 HZ2556'U.S. HIGHWAY 50, ABOUT 6.4 KM (4.00 MI) EAST OF SEYMOUR, GO WEST ON
 HZ2556'U.S. HIGHWAY 50 FOR 6.1 KM (3.80 MI) TO SEYMOUR MUNICIPAL AIRPORT
 HZ2556'SIGN.  TURN LEFT AND GO SOUTH FOR 2.6 KM (1.60 MI) TO A STOP SIGN.
 HZ2556'TURN LEFT AND THEN RIGHT AND CONTINUE SOUTH FOR 0.5 KM (0.30 MI) TO A
 HZ2556'STOP SIGN.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) TO AIRPORT
 HZ2556'MANAGERS OFFICE ON THE RIGHT.  FROM OFFICE GO SOUTH FOR 0.2 KM
 HZ2556'(0.10 MI) TO APRON AND TAXIWAY.  TURN NORTHEASTERLY TOWARD RUNWAY 22
 HZ2556'FOR 1.04 KM (0.65 MI) TO THE STATION ON THE LEFT.
 HZ2556'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---FREEMAN
 HZ2556'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 HZ2556'FLUSH WITH THE GROUND.  LOCATED 7.16 M (23.5 FT) SOUTHEAST FROM SOUTH
 HZ2556'EDGE OF CULTIVATED FIELD AND 0.91 M (3.0 FT) NORTH-NORTHWEST FROM
 HZ2556'NORTH EDGE OF TAXIWAY.
 HZ2556'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ2556'DESCRIBED BY D.A. BOWLING.
 HZ2556
 HZ2556                          STATION RECOVERY (1989)
 HZ2556
 HZ2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HZ2556'THE STATION IS LOCATED NEAR A BEND IN THE TAXIWAY LEADING TO RUNWAY
 HZ2556'END 22.  THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 HZ2556'FREEMAN 1986, SET IN THE TOP OF AN 8 INCH DIAMETER CONCRETE MONUMENT
 HZ2556'SET FLUSH WITH THE GROUND.  THE STATION IS 23 FEET (7.0 M) SE FROM THE
 HZ2556'S EDGE OF A CULTIVATED FIELD, 3 FEET (0.9 M) NW FROM THE N EDGE OF THE
 HZ2556'TAXIWAY AND 2.5 FEET (0.8 M) SSE FROM A FIBERGLASS WITNESS POST.
 HZ2556
 HZ2556                          STATION RECOVERY (1996)
 HZ2556
 HZ2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 HZ2556'THE STATION IS LOCATED NEAR A BEND IN THE TAXIWAY LEADING TO RUNWAY
 HZ2556'END 22.  THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 HZ2556'FREEMAN 1986, SET IN THE TOP OF AN 8 INCH DIAMETER CONCRETE MONUMENT
 HZ2556'SET FLUSH WITH THE GROUND.  THE STATION IS 23 FEET (7.0 M) SE FROM THE
 HZ2556'S EDGE OF A CULTIVATED FIELD, 3 FEET (0.9 M) NW FROM THE N EDGE OF THE
 HZ2556'TAXIWAY AND 2.5 FEET (0.8 M) SSE FROM A FIBERGLASS WITNESS POST.
 HZ2556
 HZ2556                          STATION RECOVERY (2003)
 HZ2556
 HZ2556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 HZ2556'REVISION TO OWNERSHIP-FREEMAN MUNICIPAL AIRPORT.  ADDRESS AND PHONE
 HZ2556'NUMBER REMAIN THE SAME.  AIRPORT MANAGER IS DON FURLOW.
 HZ2556'REVISION IN DIRECTIONS TO REACH STATION-FROM THE INTERSECTION OF
 HZ2556'U.S.50 (TIPTON STREET) AND I-65, GO WEST ON TIPTON STREET FOR 6.1 KM
 HZ2556'4.0 MI) TO THE TRAFFIC SIGNAL AT AIRPORT ROAD.  REMAINDER OF 'TO
 HZ2556'REACH' DESCRIPTION IS GOOD.
 HZ2556'REVISION IN LOCATION-LOCATED 7.2 M (23.6 FT) SOUTHEAST FROM SOUTH EDGE
 HZ2556'OF CULTIVATED FIELD AND 0.9 M (3 FT) NORTHWEST FROM THE NORTHWEST EDGE
 HZ2556'OF THE TAXIWAY, ABOUT 1/3 CLOCKWISE DISTANCE AROUND FIRST CURVE ALONG
 HZ2556'OUTSIDE EDGE OF TAXIWAY.
 HZ2556
 HZ2556                          STATION RECOVERY (2010)
 HZ2556
 HZ2556'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (JRC)
 HZ2556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1861 ***********************************************************************
 MD1861  DESIGNATION -  FREMONT MUNICIPAL TANK
 MD1861  PID         -  MD1861
 MD1861  STATE/COUNTY-  IN/STEUBEN
 MD1861  COUNTRY     -  US
 MD1861  USGS QUAD   -  ANGOLA EAST (2019)
 MD1861
 MD1861                         *CURRENT SURVEY CONTROL
 MD1861  ______________________________________________________________________
 MD1861* NAD 83(1997) POSITION- 41 43 44.06912(N) 084 56 12.91472(W)   ADJUSTED
 MD1861  ______________________________________________________________________
 MD1861  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 MD1861  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 MD1861  HORZ ORDER      -  THIRD
 MD1861
 MD1861.The horizontal coordinates were established by classical geodetic methods
 MD1861.and adjusted by the National Geodetic Survey in May 1999.
 MD1861
 MD1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1861.GEOID18 height accuracy estimate available here.
 MD1861
 MD1861.Click photographs - Photos may exist for this station.
 MD1861
 MD1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1861
 MD1861. The following values were computed from the NAD 83(1997) position.
 MD1861
 MD1861;                    North         East     Units Scale Factor Converg.
 MD1861;SPC IN E     -   719,766.089   160,714.107   MT  1.00001201   +0 29 08.7
 MD1861;SPC IN E     - 2,361,432.58    527,276.20   sFT  1.00001201   +0 29 08.7
 MD1861;SPC MI S     -    25,588.393 3,952,549.232   MT  1.00010847   -0 23 17.1
 MD1861;SPC MI S     -    83,951.42 12,967,681.21   iFT  1.00010847   -0 23 17.1
 MD1861;UTM  16      - 4,621,734.586   671,586.884   MT  0.99996231   +1 22 24.7
 MD1861
 MD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7158621734(NAD 83)
 MD1861
 MD1861                          SUPERSEDED SURVEY CONTROL
 MD1861
 MD1861  NAD 83(1995)-  41 43 44.06914(N)    084 56 12.91477(W) AD(       ) 3
 MD1861  NAD 83(1994)-  41 43 44.06924(N)    084 56 12.91503(W) AD(       ) 3
 MD1861  NAD 83(1986)-  41 43 44.07045(N)    084 56 12.92725(W) AD(       ) 3
 MD1861  NAD 27      -  41 43 43.89000(N)    084 56 13.06700(W) AD(       ) 3
 MD1861
 MD1861.Superseded values are not recommended for survey control.
 MD1861
 MD1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1861.See file dsdata.pdf to determine how the superseded data were derived.
 MD1861
 MD1861_MARKER: 53 = ELEVATED TANK
 MD1861
 MD1861  HISTORY     - Date     Condition        Report By
 MD1861  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1861  HISTORY     - 1960     GOOD             CGS
 MD1861  HISTORY     - 1970     GOOD             NGS
 MD1861
 MD1861                          STATION DESCRIPTION
 MD1861
 MD1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1861'STATION IS LOCATED IN THE CITY OF FREMONT IN THE CENTER OF THE CITY
 MD1861'PARK.  IT IS TWO BLOCKS
 MD1861'SOUTH AND TWO BLOCKS WEST OF THE MAIN INTERSECTION.  IT IS A CONICAL
 MD1861'SHAPED STEEL WATER TANK ATOP A FOUR
 MD1861'LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND
 MD1861'PAINTED BATTLESHIP GREY.  THE POINT OBSERVED ON WAS
 MD1861'THE RED LIGHT IN THE CENTER OF THE
 MD1861'SMALL BALL AT THE APEX OF THE ROOF.
 MD1861
 MD1861                          STATION RECOVERY (1960)
 MD1861
 MD1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1861'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN 1946, IN
 MD1861'MUNICIPAL PARK, 3 BLOCKS W AND
 MD1861'2 BLOCKS S OF THE JUNCTION OF U. S. NO. 120 AND NO. 827 INDIANA
 MD1861'HIGHWAYS AT THE MAIN BUSINESS CORNER
 MD1861'IN FREMONT.  IT IS ESTIMATED 125 FEET HIGH, CYLINDRICAL WITH CONICAL
 MD1861'TOP AND OVAL BOTTOM, ON FOUR LEGS WITH
 MD1861'CENTRAL FEED PIPE, NOW PAINTED ALUMINUM COLOR.
 MD1861'A RED LIGHT IS STILL MAINTAINED JUST ON TOP OF THE BALL
 MD1861'AT THE APEX OF THE ROOF.
 MD1861
 MD1861                          STATION RECOVERY (1970)
 MD1861
 MD1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1861'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1860 ***********************************************************************
 MD1860  DESIGNATION -  FREMONT RESET
 MD1860  PID         -  MD1860
 MD1860  STATE/COUNTY-  IN/STEUBEN
 MD1860  COUNTRY     -  US
 MD1860  USGS QUAD   -  ANGOLA EAST (2019)
 MD1860
 MD1860                         *CURRENT SURVEY CONTROL
 MD1860  ______________________________________________________________________
 MD1860* NAD 83(1997) POSITION- 41 42 32.15984(N) 084 57 58.23003(W)   ADJUSTED
 MD1860* NAVD 88 ORTHO HEIGHT -   347.80  (+/-2cm)     1141.1   (feet) VERTCON3
 MD1860  ______________________________________________________________________
 MD1860  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 MD1860  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 MD1860  HORZ ORDER      -  FIRST
 MD1860  VERT ORDER      -  THIRD ? (See Below)
 MD1860
 MD1860.The horizontal coordinates were established by classical geodetic methods
 MD1860.and adjusted by the National Geodetic Survey in May 1999.
 MD1860
 MD1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1860
 MD1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1860.GEOID18 height accuracy estimate available here.
 MD1860
 MD1860.The vertical order pertains to the NGVD 29 superseded value.
 MD1860
 MD1860.Click photographs - Photos may exist for this station.
 MD1860
 MD1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1860
 MD1860. The following values were computed from the NAD 83(1997) position.
 MD1860
 MD1860;                    North         East     Units Scale Factor Converg.
 MD1860;SPC IN E     -   717,527.365   158,298.220   MT  1.00000847   +0 27 57.9
 MD1860;SPC IN E     - 2,354,087.70    519,350.08   sFT  1.00000847   +0 27 57.9
 MD1860;SPC MI S     -    23,386.554 3,950,099.230   MT  1.00011547   -0 24 28.7
 MD1860;SPC MI S     -    76,727.54 12,959,643.14   iFT  1.00011547   -0 24 28.7
 MD1860;UTM  16      - 4,619,458.826   669,206.093   MT  0.99995233   +1 21 12.7
 MD1860
 MD1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1860!SPC IN E     -   0.99995068  x   1.00000847  =   0.99995915
 MD1860!SPC MI S     -   0.99995068  x   1.00011547  =   1.00006615
 MD1860!UTM  16      -   0.99995068  x   0.99995233  =   0.99990302
 MD1860
 MD1860:                Primary Azimuth Mark                     Grid Az
 MD1860:SPC IN E     -  FREMONT AZ MK                            340 46 11.4
 MD1860:SPC MI S     -  FREMONT AZ MK                            341 38 38.0
 MD1860:UTM  16      -  FREMONT AZ MK                            339 52 56.6
 MD1860
 MD1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6920619458(NAD 83)
 MD1860
 MD1860|---------------------------------------------------------------------|
 MD1860| PID    Reference Object                     Distance      Geod. Az  |
 MD1860|                                                           dddmmss.s |
 MD1860| MD1861 FREMONT MUNICIPAL TANK              APPROX. 3.3 KM 0473845.3 |
 MD1860| CE6594 FREMONT RM 1                         69.857 METERS 15700     |
 MD1860| MD1852 PLEASANT LAKE ATT MICROWAVE         APPROX.16.2 KM 1851550.6 |
 MD1860| MD1485 ANGOLA ATT MICROWAVE                APPROX.10.8 KM 2045201.0 |
 MD1860| MD1479 ANGOLA CABLE TV MAST                APPROX. 4.2 KM 2253638.7 |
 MD1860| CE6595 FREMONT RM 2                         25.534 METERS 29134     |
 MD1860| CE6593 FREMONT AZ MK                                      3411409.3 |
 MD1860|---------------------------------------------------------------------|
 MD1860
 MD1860                          SUPERSEDED SURVEY CONTROL
 MD1860
 MD1860  NAD 83(1995)-  41 42 32.15984(N)    084 57 58.23015(W) AD(       ) 1
 MD1860  NAD 83(1994)-  41 42 32.16000(N)    084 57 58.23080(W) AD(       ) 1
 MD1860  NAD 83(1986)-  41 42 32.16085(N)    084 57 58.24310(W) AD(       ) 1
 MD1860  NAD 27      -  41 42 31.97980(N)    084 57 58.37760(W) AD(       ) 1
 MD1860  USSD        -  41 42 31.97400(N)    084 57 58.19300(W) AD(       ) 3
 MD1860  NGVD 29             347.93   (m)         1141.5    (f) LEVELING    3  
 MD1860
 MD1860.Superseded values are not recommended for survey control.
 MD1860
 MD1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1860.See file dsdata.pdf to determine how the superseded data were derived.
 MD1860
 MD1860_MARKER: DS = TRIANGULATION STATION DISK
 MD1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1860_STAMPING: FREMONT 1879 1932 USLS
 MD1860_MARK LOGO: CGS
 MD1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1860+STABILITY: SURFACE MOTION
 MD1860
 MD1860  HISTORY     - Date     Condition        Report By
 MD1860  HISTORY     - 1932     MONUMENTED       USLS
 MD1860  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MD1860  HISTORY     - 1946     GOOD             CGS
 MD1860  HISTORY     - 1960     GOOD             CGS
 MD1860  HISTORY     - 1970     GOOD             NGS
 MD1860
 MD1860                          STATION DESCRIPTION
 MD1860
 MD1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MD1860'ABOUT 5 MILES NORTH AND 1.5 MILES EAST OF ANGOLA, ABOUT 2.5 MILES
 MD1860'SOUTHWEST OF FREMONT, NEAR CENTER OF WEST HALF OF SEC. 31, T. 38 N.,
 MD1860'R. 14 E., FREMONT TOWNSHIP, AND ON LAND OWNED BY H.B. JORDAN, WHO
 MD1860'LIVES ON NORTH SIDE OF SECTION.
 MD1860'
 MD1860'TO REACH FROM FREMONT RAILROAD STATION AND CROSSING, GO WEST 1.1 MILES
 MD1860'ON DIRT ROAD, GO SOUTH 0.5 MILE, WEST 0.3 MILE TO FIRST FARMHOUSE ON
 MD1860'RIGHT-HAND SIDE OF ROAD, FOLLOW DIM ROAD SOUTH ACROSS FIELD ABOUT 0.25
 MD1860'MILE TO OLD BUILDINGS THAT MAY BE SEEN FROM ROAD, CONTINUE ABOUT 250
 MD1860'YARDS SOUTH OF BUILDINGS, FOLLOW ROAD INTO WOODS, PROCEED UP STEEP
 MD1860'HILL, AND CONTINUE STRAIGHT AHEAD ABOUT 300 YARDS TO STATION SITE.
 MD1860'
 MD1860'STATION IS IN TIMBERED AREA, 230 FEET NORTH OF EAST-AND-WEST FENCE
 MD1860'LINE SEPARATING PROPERTIES OF H.B. JORDAN AND HARRY PENNER, 27 FEET
 MD1860'EAST OF CENTER OF ROCK PILE, AND 20.5 FEET EAST OF NORTH-AND-SOUTH
 MD1860'FENCE LINE.  ORIGINALLY MARKED BY STONE POSTS.  IN 1932 STATION
 MD1860'RECOVERED AND SURFACE MARK, STANDARD STATION DISK IN CONCRETE, NOTE
 MD1860'1A, STAMPED FREMONT 1879-1932 U.S.L.S. WAS CENTERED OVER ORIGINAL
 MD1860'UNDERGROUND MARK.
 MD1860'
 MD1860'ORIGINAL REFERENCE MARKS (RECOVERED IN 1935) ARE STONE POSTS AT
 MD1860'FOLLOWING DISTANCES AND BEARING FROM STATION- 46.5 METERS (153 FEET)
 MD1860'N. 22 DEG 33 MIN W., 55.7 METERS (183 FEET)  S. 5 DEG 15 MIN W. (TOP
 MD1860'OF POST BROKEN OFF)  AND 22.9 METERS (75 FEET)  N.  42 DEG 29 MIN E.
 MD1860'(TOP OF POST BROKEN UP)  IN 1932 TWO ADDITIONAL REFERENCE MARKS AND
 MD1860'AZIMUTH MARK, STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A, WERE
 MD1860'ESTABLISHED.
 MD1860'
 MD1860'NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS AT SOUTH EDGE OF TIMBERED
 MD1860'AREA, ON EAST-AND-WEST FENCE LINE MENTIONED ABOVE, AND 229.35 FEET
 MD1860'FROM STATION IN AZIMUTH 337 DEG 00 MIN.
 MD1860'
 MD1860'NO. 2 PROJECTS 5 INCHES ABOVE GROUND, IS AT WEST EDGE OF TIMBERED
 MD1860'AREA, ABOUT 175 FEET SOUTH OF EAST-AND-WEST FENCE LINE, AND 83.79 FEET
 MD1860'FROM STATION IN AZIMUTH 111 DEG 34 MIN.
 MD1860'
 MD1860'AZIMUTH MARK PROJECTS 5 INCHES ABOVE GROUND, IS ON PROPERTY OF WILLIAM
 MD1860'MCCLUE, 75 FEET SOUTHEAST OF SOUTHEAST CORNER OF SOUTH WING OF LARGE
 MD1860'BARN, 300 FEET EAST OF HOUSE, 20 FEET WEST OF 18-INCH BLACK OAK TREE,
 MD1860'25 FEET SOUTH OF CENTER LINE OF DIRT ROAD, 9 FEET SOUTH OF
 MD1860'EAST-AND-WEST FENCE LINE, 70 FEET WEST OF NORTH-AND-SOUTH FENCE LINE,
 MD1860'AND APPROXIMATELY 0.5 MILE FROM STATION IN AZIMUTH 161 DEG 14 MIN 04
 MD1860'SEC.  STEUBEN COUNTY, IN.- NW.  CORNER OF SEC. 31, T. 38 N., R. 14 E.
 MD1860'(U.S.L.S.) IS 834.6 METERS (2.738 FEET) FROM STATION ON BEARING N. 28
 MD1860'DEG 10 MIN W.
 MD1860
 MD1860                          STATION RECOVERY (1946)
 MD1860
 MD1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1860'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MD1860'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND FOUND
 MD1860'TO BE CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1860'
 MD1860'STATION IS LOCATED ON THE WEST SIDE OF A HIGH WOODED RIDGE ABOUT 2
 MD1860'MILES SOUTHWEST OF FREMONT AND 6 MILES NORTHEAST OF ANGOLA.  IT IS 24
 MD1860'FEET NORTH OF A TRIANGULAR BLAZE ON A 12 INCH OAK TREE, 21.5 FEET EAST
 MD1860'OF A FENCE AND 11.9 FEET WEST OF A TRIANGULAR BLAZE ON ANOTHER 12 INCH
 MD1860'OAK TREE.  THE MARK IS A 2 BY 2 FOOT CONCRETE POST PROJECTING ABOUT
 MD1860'ONE FOOT AND THE DISK IS STAMPED FREMONT 1932 U.S.L.S. 1878.
 MD1860'(NOTE 1A)
 MD1860'
 MD1860'REFERENCE MARK NO. 1 IS 229.35 FEET SOUTHEAST OF THE STATION ON THE
 MD1860'SOUTH EDGE OF THE WOODS AND IN AN EAST-WEST FENCE LINE.  THE MARK
 MD1860'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FREMONT NO 1 U.S.L.S.
 MD1860'1932 1878.  (NOTE 11A)
 MD1860'
 MD1860'REFERENCE MARK NO. 2 IS 83.78 FEET WEST OF THE STATION.  IT IS AT THE
 MD1860'WEST EDGE OF THE WOODS AND 6.5 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 MD1860'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FREMONT NO 2
 MD1860'U.S.L.S. 1932 1878.  (NOTE 11A)
 MD1860'
 MD1860'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION.  IT IS 75
 MD1860'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE BARN,
 MD1860'25 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD, 20 FEET WEST OF A
 MD1860'20 INCH OAK TREE AND ABOUT 300 FEET EAST OF THE HOUSE.  THE MARK
 MD1860'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FREMONT 1932 U.S.L.S.
 MD1860'1878.  (NOTE 11A)
 MD1860'
 MD1860'*TO REACH THE STATION FROM THE JUNCTION OF THE RAILROAD TRACKS AND
 MD1860'STATE HIGHWAY 827 AND A GRAVEL ROAD WEST IN THE EASTERLY PART OF
 MD1860'FREMONT, GO WEST ON GRAVEL ROAD FOR 1.95 MILES TO A NORTH-SOUTH FENCE
 MD1860'LINE AFTER PASSING HOUSE ON THE LEFT, *TURN LEFT INTO FIELD AND FOLLOW
 MD1860'FENCE LINE FOR 0.3 MILE TO AN EAST-WEST FENCE LINE.  TAKE DOWN WIRE
 MD1860'AND PASS THRU FENCE AND TURN RIGHT AND FOLLOW FENCE LINE FOR 0.25 MILE
 MD1860'TO A DIM ROAD LEFT UP HILL AND THRU THE WOODS TO THE HIGHEST POINT AND
 MD1860'STATION.
 MD1860'
 MD1860'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT AHEAD 0.4
 MD1860'MILE TO THE MARK ON THE LEFT.
 MD1860'
 MD1860'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1860
 MD1860                          STATION RECOVERY (1960)
 MD1860
 MD1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1860'RECOVERED IN GOOD CONDITION ALL MARKS OF 1946 RECOVERY, BUT NO OTHERS
 MD1860'WERE FOUND.
 MD1860'
 MD1860'ABOUT 0.5 MILE S ALONG NO. 827 INDIANA HIGHWAY FROM ITS JUNCTION WITH
 MD1860'NO. 120 U.S.  HWY. AT MAIN BUSINESS CORNER IN FREMONT, THENCE W, S,
 MD1860'AND W AGAIN ON MAIN GRAVELED ROAD 2.5 MILES TO A CROSSROADS, THENCE S
 MD1860'0.4 MILE TO GATE ON LEFT, THENCE ESE 0.2 MILE ACROSS PASTURE TO TOP OF
 MD1860'HILL AND STATION, ABOUT 35 YARDS E OF APPARENTLY HIGHEST POINT, ABOUT
 MD1860'75 YARDS N OF FENCE INTERSECTION, 20 FEET E OF PROPERTY LINE FENCE,
 MD1860'AND 20 FEET SSE OF RIM OF MAJORITY-SECTOR CONCICAL DEPRESSION,
 MD1860'STANDARD DISK STAMPED FREMONT U.S.L.S. 1878 1932 IS SET IN SQUARE NOTE
 MD1860'1A MARK THAT IS 1.85 FEET ON A SIDE AND PROJECTS 0.4 FOOT ABOVE
 MD1860'GROUND.
 MD1860'
 MD1860'REFERENCE STAMPED FREMONT NO 1 U.S.L.S. 1878 1932, NOTE 11A, PROJECTS
 MD1860'0.3 FOOT, IS 229.2 FEET (69.76 METERS) SSE IN AZIMUTH 337 DEG 00 MIN
 MD1860'FROM STATION, 105 FEET E OF FENCE INTERSECTION, AND 0.2 FOOT N OF
 MD1860'FENCE.
 MD1860'
 MD1860'REFERENCE STAMPED FREMONT NO 2 U.S.L.S. 1878 1932, NOTE 11A, PROJECTS
 MD1860'0.5 FOOT, IS 83.78 FEET OR 25.536 METERS WNW IN AZIMUTH 111 DEG 34 MIN
 MD1860'FROM STATION, ABOUT 18 YARDS NNE OF THE CREST OF THE HILL, 57 FT.  W
 MD1860'OF FENCE, AND 22 FEET WNW OF DITCH-TRACE OF AN OLD ROAD.
 MD1860'
 MD1860'AZIMUTH STAMPED FREMONT U.S.L.S. AZIMUTH 1878 1932, NOTE 11B, PROJECTS
 MD1860'0.1 FOOT THO ONLY FLUSH WITH GENERAL GROUND LEVEL, IS ABOUT 0.5 MILE
 MD1860'NNW IN AZIMUTH 161 DEG 14 MIN 07.6 SEC.  FROM STATION, ABOUT 0.1 MILE
 MD1860'E OF CROSSROADS, ABOUT 49 YARDS W OF W WALL OF 2-STORY HOUSE, 73 FEET
 MD1860'SE OF SE CORNER OF ROCK WALL OF S WING OF LARGE BARN, 22 FEET S OF
 MD1860'CENTER LINE OF GRAVEL ROAD, 1.0 FEET HIGHER THAN SAME, AND 1.4 FEET
 MD1860'ENE OF STEEL WITNESS POST.
 MD1860
 MD1860                          STATION RECOVERY (1970)
 MD1860
 MD1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1860'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MD1860'RECOVERED IN GOOD CONDITION.  THE 1946 DIRECTIONS AND THE 1960
 MD1860'DISTANCES WERE CONFIRMED AT THIS TIME TO THE AZIMUTH MARK AND
 MD1860'REFERENCE MARKS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MD1860'
 MD1860'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHEAST OF ANGOLA AND
 MD1860'2-1/2 MILES SOUTHWEST OF FREMONT.  IT IS ON A HIGH TIMBERED RIDGE ON
 MD1860'PROPERTY OWNED BY RAYMOND CLARK WHO LIVES IN FREMONT.  HIS TELEPHONE
 MD1860'NUMBER IS 495-7135.
 MD1860'
 MD1860'TO REACH THE STATION FROM THE POST OFFICE IN FREMONT, GO EAST ON STATE
 MD1860'HIGHWAY 120 FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT AND GO SOUTH ON
 MD1860'STATE HIGHWAY 827 FOR 0.55 MILE TO A 5-WAY INTERSECTION, TURN RIGHT
 MD1860'AND GO WEST, SOUTH AND WEST ON 550 N ROAD FOR 1.95 MILES TO A GATE ON
 MD1860'THE LEFT JUST AFTER PASSING A HOUSE ON LEFT, (TO REACH THE AZIMUTH
 MD1860'MARK FROM THIS POINT, CONTINUE WEST ON 550 N ROAD FOR 0.35 MILE TO
 MD1860'MARK ON LEFT), TURN LEFT, THROUGH GATE, AND GO SOUTH ON DIM TRACK ROAD
 MD1860'FOR 0.2 MILE TO GAP IN FENCE CORNER, CONTINUE SOUTH ON TRACK ROAD FOR
 MD1860'0.1 MILE TO GAP IN FENCE CORNER, TURN RIGHT AND GO WEST ALONG THE
 MD1860'SOUTH SIDE OF AN EAST-WEST WIRE FENCE FOR 0.2 MILE TO A SMALL DRAW,
 MD1860'TURN LEFT AND PICK WAY SOUTHERLY UPHILL THROUGH TIMBER FOR 0.2 MILE TO
 MD1860'THE STATION.
 MD1860'
 MD1860'STATION MARK IS A STANDARD DISK STAMPED FREMONT U.S.L.S. 1878 1932.
 MD1860'THE SURFACE DISK IS SET IN THE TOP OF A 1.85-FEET SQUARE CONCRETE
 MD1860'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26.5
 MD1860'FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED OAK TREE, 19.5 FEET EAST
 MD1860'OF A WIRE FENCE AND 11.5 FEET WEST-NORTHWEST OF A 10-INCH TRIANGULAR
 MD1860'BLAZED OAK TREE.
 MD1860'
 MD1860'REFERENCE MARK 1, A STANDARD DISK STAMPED FREMONT U.S.L.S. 1878 1932,
 MD1860'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MD1860'1 INCH ABOVE THE GROUND SURFACE.  IT IS 105 FEET EAST OF A T-FENCE
 MD1860'CORNER AND IN THE FENCE LINE OF AN EAST-WEST WIRE FENCE.
 MD1860'
 MD1860'REFERENCE MARK 2, A STANDARD DISK STAMPED FREMONT U.S.L.S. 1878 1932,
 MD1860'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MD1860'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET WEST OF THE 12-INCH
 MD1860'TREE 60 FEET NORTH-NORTHEAST OF THE CREST OF HILL, 58 FEET WEST OF A
 MD1860'WIRE FENCE AND ABOUT LEVEL WITH THE STATION.
 MD1860'
 MD1860'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED FREMONT U.S.L.S.
 MD1860'1878 1932 AZIMUTH, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1860'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.5 FEET
 MD1860'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 23 FEET SOUTH OF THE
 MD1860'CENTER OF 550 N ROAD, 21 FEET WEST OF A 24-INCH MAPLE TREE, 1.4 FEET
 MD1860'EAST OF A METAL WITNESS POST AND 1.0 FEET NORTH OF A WIRE FENCE.
 MD1860'
 MD1860'NOTE-RM 1 TO RM 2 OBSTRUCTED BY HEAVY BRUSH AND TREES.
 MD1860'
 MD1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILE SOUTHWEST
 MD1860'OF FREMONT
 MD1860'
 MD1860'HEIGHT OF LIGHT ABOVE STATION MARK 86.3 FEET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2125 ***********************************************************************
 JA2125  DESIGNATION -  FRENCH
 JA2125  PID         -  JA2125
 JA2125  STATE/COUNTY-  IN/ORANGE
 JA2125  COUNTRY     -  US
 JA2125  USGS QUAD   -  HILLHAM (2019)
 JA2125
 JA2125                         *CURRENT SURVEY CONTROL
 JA2125  ______________________________________________________________________
 JA2125* NAD 83(1997) POSITION- 38 30 20.54541(N) 086 38 12.80974(W)   ADJUSTED
 JA2125* NAD 83(1997) ELLIP HT-   207.295 (meters)        (05/25/99)   ADJUSTED
 JA2125* NAVD 88 ORTHO HEIGHT -   240.4   (meters)      789.    (feet) VERTCON3
 JA2125  ______________________________________________________________________
 JA2125  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 JA2125  NAD 83(1997) X  -    293,191.194 (meters)                     COMP
 JA2125  NAD 83(1997) Y  - -4,989,229.918 (meters)                     COMP
 JA2125  NAD 83(1997) Z  -  3,949,654.231 (meters)                     COMP
 JA2125  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 JA2125  HORZ ORDER      -  THIRD
 JA2125  ELLP ORDER      -  FOURTH    CLASS I
 JA2125
 JA2125.This mark is at French Lick Airport (FRH)
 JA2125
 JA2125.The horizontal coordinates were established by GPS observations
 JA2125.and adjusted by the National Geodetic Survey in May 1999.
 JA2125
 JA2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2125
 JA2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2125.GEOID18 height accuracy estimate available here.
 JA2125
 JA2125.Click photographs - Photos may exist for this station.
 JA2125
 JA2125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2125
 JA2125.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2125
 JA2125.The ellipsoidal height was determined by GPS observations
 JA2125.and is referenced to NAD 83.
 JA2125
 JA2125. The following values were computed from the NAD 83(1997) position.
 JA2125
 JA2125;                    North         East     Units Scale Factor Converg.
 JA2125;SPC IN W     -   361,720.734   938,940.066   MT  0.99998533   +0 16 40.6
 JA2125;SPC IN W     - 1,186,745.44  3,080,505.87   sFT  0.99998533   +0 16 40.6
 JA2125;UTM  16      - 4,261,989.151   531,659.830   MT  0.99961234   +0 13 33.9
 JA2125
 JA2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2125!SPC IN W     -   0.99996748  x   0.99998533  =   0.99995281
 JA2125!UTM  16      -   0.99996748  x   0.99961234  =   0.99957983
 JA2125
 JA2125:                Primary Azimuth Mark                     Grid Az
 JA2125:SPC IN W     -  FRENCH AZ MK                             262 12 25.2
 JA2125:UTM  16      -  FRENCH AZ MK                             262 15 31.9
 JA2125
 JA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3165961989(NAD 83)
 JA2125
 JA2125|---------------------------------------------------------------------|
 JA2125| PID    Reference Object                     Distance      Geod. Az  |
 JA2125|                                                           dddmmss.s |
 JA2125| JA2126 FRENCH AZ MK                        APPROX. 0.9 KM 2622905.8 |
 JA2125|---------------------------------------------------------------------|
 JA2125
 JA2125                          SUPERSEDED SURVEY CONTROL
 JA2125
 JA2125  NAD 83(1986)-  38 30 20.55272(N)    086 38 12.81480(W) AD(       ) 3
 JA2125  NAD 27      -  38 30 20.35880(N)    086 38 12.84389(W) AD(       ) 3
 JA2125  NGVD 29 (02/23/89)  240.5    (m)  RAPSU86  model used  GPS OBS        
 JA2125
 JA2125.Superseded values are not recommended for survey control.
 JA2125
 JA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2125.See file dsdata.pdf to determine how the superseded data were derived.
 JA2125
 JA2125_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2125_STAMPING: FRENCH 1986
 JA2125_MARK LOGO: NGS
 JA2125_PROJECTION: FLUSH
 JA2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2125+STABILITY: SURFACE MOTION
 JA2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2125+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JA2125
 JA2125  HISTORY     - Date     Condition        Report By
 JA2125  HISTORY     - 1988     MONUMENTED       NGS
 JA2125
 JA2125                          STATION DESCRIPTION
 JA2125
 JA2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2125'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF
 JA2125'LOOGOOTEE, 16.1 KM (10.00 MI) SOUTHWEST OF PAOLI, 6.4 KM (4.00 MI)
 JA2125'SOUTH OF FRENCH LICK AND AT THE FRENCH LICK MUNICIPAL AIRPORT.
 JA2125'OWNERSHIP--CITY OF FRENCH LICK, CITY HALL, FRENCH LICK, IN 47432,
 JA2125'PHONE 812-936-2222.  AIRPORT MANAGER IS ED COURTRIGHT.
 JA2125'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 145
 JA2125'IN FRENCH LICK, GO SOUTH ON STATE HIGHWAY 145 FOR 5.9 KM (3.65 MI) TO
 JA2125'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 3.4 KM (2.10 MI) TO
 JA2125'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 JA2125'ROAD FOR 0.3 KM (0.20 MI) TO OFFICE ON THE RIGHT AND GATE.  PASS THRU
 JA2125'GATE FOR 0.2 KM (0.10 MI) TO RUNWAY.  TURN RIGHT AND GO NORTHEAST
 JA2125'ALONG RUNWAY FOR 0.3 KM (0.20 MI) TO MARK ON THE RIGHT.
 JA2125'THE STATION MARK IS A STANDARD NGS STATION MARK DISK STAMPED---FRENCH
 JA2125'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2125'FLUSH WITH THE GROUND.  LOCATED  41.2 M (135.2 FT) SOUTH FROM SOUTH
 JA2125'EDGE OF RUNWAY, 38.1 M (125.0 FT) SOUTH FROM A WHITE RUNWAY LIGHT,
 JA2125'1.5M (4.9 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 JA2125'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2125'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2126 ***********************************************************************
 JA2126  CBN         -  This is a Cooperative Base Network Control Station.
 JA2126  DESIGNATION -  FRENCH AZ MK
 JA2126  PID         -  JA2126
 JA2126  STATE/COUNTY-  IN/ORANGE
 JA2126  COUNTRY     -  US
 JA2126  USGS QUAD   -  HILLHAM (2019)
 JA2126
 JA2126                         *CURRENT SURVEY CONTROL
 JA2126  ______________________________________________________________________
 JA2126* NAD 83(2011) POSITION- 38 30 16.90136(N) 086 38 47.94585(W)   ADJUSTED
 JA2126* NAD 83(2011) ELLIP HT-   206.980 (meters)        (06/27/12)   ADJUSTED
 JA2126* NAD 83(2011) EPOCH   -  2010.00
 JA2126* NAVD 88 ORTHO HEIGHT -   240.0   (meters)      787.    (feet) GPS OBS
 JA2126  ______________________________________________________________________
 JA2126  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JA2126  GEOID HEIGHT    -        -32.920 (meters)                     GEOID96
 JA2126  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 JA2126  NAD 83(2011) X  -    292,345.379 (meters)                     COMP
 JA2126  NAD 83(2011) Y  - -4,989,349.382 (meters)                     COMP
 JA2126  NAD 83(2011) Z  -  3,949,566.101 (meters)                     COMP
 JA2126  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 JA2126
 JA2126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA2126  Standards:
 JA2126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA2126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA2126  -------------------------------------------------------------------
 JA2126  NETWORK    0.82   1.88           0.39   0.25   0.96     -0.09367936
 JA2126  -------------------------------------------------------------------
 JA2126  Click here for local accuracies and other accuracy information.
 JA2126
 JA2126.This mark is at French Lick Airport (FRH)
 JA2126
 JA2126.The horizontal coordinates were established by GPS observations
 JA2126.and adjusted by the National Geodetic Survey in June 2012.
 JA2126
 JA2126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA2126.been affixed to the stable North American tectonic plate. See 
 JA2126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA2126
 JA2126.The horizontal coordinates are valid at the epoch date displayed above
 JA2126.which is a decimal equivalence of Year/Month/Day.
 JA2126
 JA2126.The orthometric height was determined by GPS observations and a
 JA2126.high-resolution geoid model.
 JA2126
 JA2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2126.GEOID18 height accuracy estimate available here.
 JA2126
 JA2126.Click photographs - Photos may exist for this station.
 JA2126
 JA2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2126
 JA2126.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2126
 JA2126.The ellipsoidal height was determined by GPS observations
 JA2126.and is referenced to NAD 83.
 JA2126
 JA2126. The following values were computed from the NAD 83(2011) position.
 JA2126
 JA2126;                    North         East     Units Scale Factor Converg.
 JA2126;SPC IN W     -   361,604.288   938,089.295   MT  0.99998453   +0 16 18.7
 JA2126;SPC IN W     - 1,186,363.40  3,077,714.63   sFT  0.99998453   +0 16 18.7
 JA2126;UTM  16      - 4,261,873.518   530,809.271   MT  0.99961169   +0 13 12.0
 JA2126
 JA2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2126!SPC IN W     -   0.99996752  x   0.99998453  =   0.99995206
 JA2126!UTM  16      -   0.99996752  x   0.99961169  =   0.99957923
 JA2126
 JA2126:                Primary Azimuth Mark                     Grid Az
 JA2126:SPC IN W     -  FRENCH                                   082 12 25.2
 JA2126:UTM  16      -  FRENCH                                   082 15 31.9
 JA2126
 JA2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3080961873(NAD 83)
 JA2126
 JA2126|---------------------------------------------------------------------|
 JA2126| PID    Reference Object                     Distance      Geod. Az  |
 JA2126|                                                           dddmmss.s |
 JA2126| JA2125 FRENCH                              APPROX. 0.9 KM 0822843.9 |
 JA2126|---------------------------------------------------------------------|
 JA2126
 JA2126                          SUPERSEDED SURVEY CONTROL
 JA2126
 JA2126  NAD 83(2007)-  38 30 16.90141(N)    086 38 47.94670(W) AD(2002.00) 0
 JA2126  ELLIP H (02/10/07)  207.007  (m)                       GP(2002.00)    
 JA2126  NAD 83(1997)-  38 30 16.90159(N)    086 38 47.94691(W) AD(       ) B
 JA2126  ELLIP H (04/10/98)  207.021  (m)                       GP(       ) 4 1
 JA2126  NAD 83(1986)-  38 30 16.90890(N)    086 38 47.95197(W) AD(       ) 3
 JA2126  NAD 27      -  38 30 16.71498(N)    086 38 47.97991(W) AD(       ) 3
 JA2126  NGVD 29 (02/23/89)  240.2    (m)  RAPSU86  model used  GPS OBS        
 JA2126
 JA2126.Superseded values are not recommended for survey control.
 JA2126
 JA2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2126.See file dsdata.pdf to determine how the superseded data were derived.
 JA2126
 JA2126_MARKER: DZ = AZIMUTH MARK DISK
 JA2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2126_STAMPING: FRENCH 1986
 JA2126_MARK LOGO: NGS
 JA2126_PROJECTION: FLUSH
 JA2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2126+STABILITY: SURFACE MOTION
 JA2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2126+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JA2126
 JA2126  HISTORY     - Date     Condition        Report By
 JA2126  HISTORY     - 1988     MONUMENTED       NGS
 JA2126  HISTORY     - 19970826 GOOD             SEC
 JA2126  HISTORY     - 20110706 GOOD             INDIV
 JA2126
 JA2126                          STATION DESCRIPTION
 JA2126
 JA2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2126'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF
 JA2126'LOOGOOTEE, 16.1 KM (10.00 MI) SOUTHWEST OF PAOLI, 6.4 KM (4.00 MI)
 JA2126'SOUTH OF FRENCH LICK AND AT THE FRENCH LICK MUNICIPAL AIRPORT.
 JA2126'OWNERSHIP--CITY OF FRENCH LICK, CITY HALL, FRENCH LICK, IN 47432,
 JA2126'PHONE 812-936-2222.  AIRPORT MANAGER IS ED COURTRIGHT.
 JA2126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 145
 JA2126'IN FRENCH LICK, GO SOUTH ON STATE HIGHWAY 145 FOR 5.9 KM (3.65 MI) TO
 JA2126'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 3.4 KM (2.10 MI) TO
 JA2126'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 JA2126'ROAD FOR 0.3 KM (0.20 MI) TO OFFICE ON THE RIGHT AND GATE.  PASS THRU
 JA2126'GATE FOR 0.2 KM (0.10 MI) TO RUNWAY.  TURN LEFT AND GO SOUTHWEST
 JA2126'ALONG RUNWAY FOR 0.5 KM (0.80 MI) TO MARK ON THE RIGHT.
 JA2126'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---FRENCH
 JA2126'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2126'FLUSH WITH THE GROUND.  LOCATED  35.4 M (116.1 FT) WEST-NORTHWEST
 JA2126'FROM NORTHWEST CORNER OF RUNWAY 8, 35.7 M (117.1 FT) NORTH FROM NORTH
 JA2126'ONE OF SIX LANDING LIGHT STANDARDS ON WEST EMBANKMENT OF RUNWAY AND
 JA2126'1.1 M (3.6 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 JA2126'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2126'DESCRIBED BY D.A. BOWLING.
 JA2126
 JA2126                          STATION RECOVERY (1997)
 JA2126
 JA2126'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA2126'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) SOUTHEAST OF LOOGOOTE,
 JA2126'10.00 MILES (16.09 KM) SOUTHWEST OF PAOLI, 4 MILES (6.4 KM) SOUTH OF
 JA2126'FRENCH LICK, AT THE FRENCH LICK MUNICIPAL AIRPORT.  TO REACH THE
 JA2126'STATION FROM THE JUNCTION OF STATE HIGHWAYS 145 AND 56 IN FRENCH LICK,
 JA2126'GO SOUTH ON STATE ROAD 145 FOR 3.70 MILES (5.95 KM) TO COUNTY ROAD 350
 JA2126'SOUTH.  TURN RIGHT AND GO WEST 2.00 MILES (3.22 KM) TO GATE AND
 JA2126'OFFICE.  PASS THROUGH GATE FOR 0.10 MILES (0.16 KM) TO RUNWAY. TURN
 JA2126'LEFT AND GO SOUTHWEST ALONG RUNWAY FOR 0.30 MILES (0.48 KM) TO STATION
 JA2126'ON RIGHT.  OWNERSHIP--CITY OF FRENCH LICK, CITY HALL, FRENCH LICK IN
 JA2126'47432, PHONE 812-936-2222.  THE STATION IS SET IN A 20 CM ROUND
 JA2126'CONCRETE FLUSH WITH GROUND, AZIMUTH 123 DEGREES 35.40 METERS (116.14
 JA2126'FT) TO NORTHWEST CORNER RUNWAY NUMBER 8, AZIMUTH 127 DEGREES 35.6
 JA2126'METERS (116.8 FT) TO NORTHERNMOST RUNWAY LIGHT, AZIMUTH 322 DEGREES
 JA2126'1.2 METERS (3.9 FT) TO A ORANGE FIBERGLASS WITNESS POST.
 JA2126
 JA2126                          STATION RECOVERY (2011)
 JA2126
 JA2126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA2126'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1730 ***********************************************************************
 JA1730  DESIGNATION -  FRENCHTOWN ST BERNARDS CATH CH
 JA1730  PID         -  JA1730
 JA1730  STATE/COUNTY-  IN/HARRISON
 JA1730  COUNTRY     -  US
 JA1730  USGS QUAD   -  DEPAUW (2019)
 JA1730
 JA1730                         *CURRENT SURVEY CONTROL
 JA1730  ______________________________________________________________________
 JA1730* NAD 83(1997) POSITION- 38 18 49.32629(N) 086 12 49.87646(W)   ADJUSTED
 JA1730  ______________________________________________________________________
 JA1730  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 JA1730  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 JA1730  HORZ ORDER      -  THIRD
 JA1730
 JA1730.The horizontal coordinates were established by classical geodetic methods
 JA1730.and adjusted by the National Geodetic Survey in May 1999.
 JA1730
 JA1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1730.GEOID18 height accuracy estimate available here.
 JA1730
 JA1730.Click photographs - Photos may exist for this station.
 JA1730
 JA1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1730
 JA1730. The following values were computed from the NAD 83(1997) position.
 JA1730
 JA1730;                    North         East     Units Scale Factor Converg.
 JA1730;SPC IN E     -   340,455.257    52,146.017   MT  0.99999486   -0 20 21.3
 JA1730;SPC IN E     - 1,116,976.96    171,082.39   sFT  0.99999486   -0 20 21.3
 JA1730;UTM  16      - 4,240,914.134   568,726.917   MT  0.99965817   +0 29 14.7
 JA1730
 JA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6872640914(NAD 83)
 JA1730
 JA1730                          SUPERSEDED SURVEY CONTROL
 JA1730
 JA1730  NAD 83(1993)-  38 18 49.32836(N)    086 12 49.87847(W) AD(       ) 3
 JA1730  NAD 83(1986)-  38 18 49.33148(N)    086 12 49.88217(W) AD(       ) 3
 JA1730  NAD 27      -  38 18 49.10200(N)    086 12 49.96700(W) AD(       ) 3
 JA1730
 JA1730.Superseded values are not recommended for survey control.
 JA1730
 JA1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1730.See file dsdata.pdf to determine how the superseded data were derived.
 JA1730
 JA1730_MARKER: 90 = CHURCH SPIRE
 JA1730
 JA1730  HISTORY     - Date     Condition        Report By
 JA1730  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1730
 JA1730                          STATION DESCRIPTION
 JA1730
 JA1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1730'THIS IS AN INTERSECTION STATION.
 JA1730'
 JA1730'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED IN THE SOUTH EDGE OF
 JA1730'FRENCHTOWN, ABOUT 75 YARDS EAST OF STATE HIGHWAY 337, AND ABOUT 100
 JA1730'YARDS SOUTH OF A GRAVEL ROAD.  THE CHURCH AND SPIRE ARE OF WOODEN
 JA1730'CONSTRUCTION AND THE SPIRE IS COVERED AT THE TOP WITH GRAY
 JA1730'SHINGLES.  THE SPIRE IS ABOUT 50 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2157 ***********************************************************************
 LA2157  DESIGNATION -  FRESH
 LA2157  PID         -  LA2157
 LA2157  STATE/COUNTY-  IN/MADISON
 LA2157  COUNTRY     -  US
 LA2157  USGS QUAD   -  ELWOOD (2019)
 LA2157
 LA2157                         *CURRENT SURVEY CONTROL
 LA2157  ______________________________________________________________________
 LA2157* NAD 83(1997) POSITION- 40 22 17.46872(N) 085 47 09.26107(W)   ADJUSTED
 LA2157* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 LA2157  ______________________________________________________________________
 LA2157  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA2157  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 LA2157  HORZ ORDER      -  SECOND
 LA2157
 LA2157.The horizontal coordinates were established by classical geodetic methods
 LA2157.and adjusted by the National Geodetic Survey in May 1999.
 LA2157
 LA2157.The orthometric height was scaled from a topographic map.
 LA2157
 LA2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2157.GEOID18 height accuracy estimate available here.
 LA2157
 LA2157.Click photographs - Photos may exist for this station.
 LA2157
 LA2157.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2157
 LA2157. The following values were computed from the NAD 83(1997) position.
 LA2157
 LA2157;                    North         East     Units Scale Factor Converg.
 LA2157;SPC IN E     -   568,775.900    89,873.440   MT  0.99996793   -0 04 38.1
 LA2157;SPC IN E     - 1,866,058.93    294,859.78   sFT  0.99996793   -0 04 38.1
 LA2157;UTM  16      - 4,469,700.951   603,072.139   MT  0.99973077   +0 47 11.4
 LA2157
 LA2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2157!SPC IN E     -   0.99996288  x   0.99996793  =   0.99993081
 LA2157!UTM  16      -   0.99996288  x   0.99973077  =   0.99969366
 LA2157
 LA2157:                Primary Azimuth Mark                     Grid Az
 LA2157:SPC IN E     -  FRESH AZ MK                              356 09 36.0
 LA2157:UTM  16      -  FRESH AZ MK                              355 17 46.5
 LA2157
 LA2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0307269700(NAD 83)
 LA2157
 LA2157|---------------------------------------------------------------------|
 LA2157| PID    Reference Object                     Distance      Geod. Az  |
 LA2157|                                                           dddmmss.s |
 LA2157| CC9185 FRESH RM 2                           30.074 METERS 00537     |
 LA2157| CC9184 FRESH RM 1                           32.269 METERS 26102     |
 LA2157| CC9183 FRESH AZ MK                                        3560457.9 |
 LA2157|---------------------------------------------------------------------|
 LA2157
 LA2157                          SUPERSEDED SURVEY CONTROL
 LA2157
 LA2157  NAD 83(1986)-  40 22 17.47216(N)    085 47 09.27475(W) AD(       ) 2
 LA2157  NAD 27      -  40 22 17.33090(N)    085 47 09.34970(W) AD(       ) 2
 LA2157
 LA2157.Superseded values are not recommended for survey control.
 LA2157
 LA2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2157.See file dsdata.pdf to determine how the superseded data were derived.
 LA2157
 LA2157_MARKER: DS = TRIANGULATION STATION DISK
 LA2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2157_STAMPING: FRESH 1948
 LA2157_MARK LOGO: CGS
 LA2157_PROJECTION: FLUSH
 LA2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2157+STABILITY: SURFACE MOTION
 LA2157
 LA2157  HISTORY     - Date     Condition        Report By
 LA2157  HISTORY     - 1948     MONUMENTED       CGS
 LA2157
 LA2157                          STATION DESCRIPTION
 LA2157
 LA2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2157'THE STATION IS LOCATED 8 MILES SOUTHWEST OF FAIRMOUNT, 7 MILES
 LA2157'NORTHEAST OF ELWOOD AND 4 MILES SOUTHEAST OF PT. ISABEL IN THE
 LA2157'SOUTHEAST ANGLE OF STATE HIGHWAY 37 AND A EAST-WEST GRAVEL CROSS ROAD.
 LA2157'
 LA2157'IT IS 67 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 37 AND
 LA2157'THE GRAVEL ROAD, 54 FEET EAST OF THE CENTER OF THE HIGHWAY, 44 FEET
 LA2157'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 11 FEET NORTHWEST OF A FENCE
 LA2157'LINE AND 11 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 LA2157'AND THE DISK IS STAMPED FRESH 1948.
 LA2157'
 LA2157'REFERENCE MARK NO. 1 IS 105.87 FEET WEST-SOUTHWEST OF THE STATION.  IT
 LA2157'IS 58 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 51 FEET WEST OF THE
 LA2157'CENTER OF THE HIGHWAY AND 4 FEET NORTHWEST OF A FENCE CORNER.  THE
 LA2157'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FRESH NO 1 1948.
 LA2157'
 LA2157'REFERENCE MARK NO. 2 IS 98.67 FEET NORTH OF THE STATION.  IT IS 63
 LA2157'FEET EAST OF THE CENTER OF THE HIGHWAY, 56 FEET NORTH OF THE CENTER OF
 LA2157'THE GRAVEL ROAD AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK
 LA2157'PROJECTS 2 INCHES AND THE DISK IS STAMPED FRESH NO 2 1948.
 LA2157'
 LA2157'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 82 FEET
 LA2157'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 53 FEET EAST OF
 LA2157'THE CENTER OF STATE HIGHWAY 37, 31 FEET NORTH OF A POWER LINE POLE, 4
 LA2157'FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A FENCE
 LA2157'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FRESH
 LA2157'1948.
 LA2157'
 LA2157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 26, 10
 LA2157'MILES SOUTHWEST OF MARION, GO SOUTH ON HIGHWAY 37 FOR 4.2 MILE TO THE
 LA2157'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE
 LA2157'STATION ON THE LEFT AS DESCRIBED.
 LA2157'
 LA2157'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1836 ***********************************************************************
 JA1836  DESIGNATION -  FULDA
 JA1836  PID         -  JA1836
 JA1836  STATE/COUNTY-  IN/SPENCER
 JA1836  COUNTRY     -  US
 JA1836  USGS QUAD   -  FULDA (2019)
 JA1836
 JA1836                         *CURRENT SURVEY CONTROL
 JA1836  ______________________________________________________________________
 JA1836* NAD 83(1997) POSITION- 38 05 31.99503(N) 086 48 21.30706(W)   ADJUSTED
 JA1836* NAVD 88 ORTHO HEIGHT -   167.    (meters)      548.    (feet) SCALED
 JA1836  ______________________________________________________________________
 JA1836  GEOID HEIGHT    -        -32.148 (meters)                     GEOID18
 JA1836  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 JA1836  HORZ ORDER      -  SECOND
 JA1836
 JA1836.The horizontal coordinates were established by classical geodetic methods
 JA1836.and adjusted by the National Geodetic Survey in May 1999.
 JA1836
 JA1836.The orthometric height was scaled from a topographic map.
 JA1836
 JA1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1836.GEOID18 height accuracy estimate available here.
 JA1836
 JA1836.Click photographs - Photos may exist for this station.
 JA1836
 JA1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1836
 JA1836. The following values were computed from the NAD 83(1997) position.
 JA1836
 JA1836;                    North         East     Units Scale Factor Converg.
 JA1836;SPC IN W     -   315,766.299   924,334.683   MT  0.99997396   +0 10 16.1
 JA1836;SPC IN W     - 1,035,976.60  3,032,588.04   sFT  0.99997396   +0 10 16.1
 JA1836;UTM  16      - 4,216,064.977   517,018.473   MT  0.99960357   +0 07 11.0
 JA1836
 JA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1836!SPC IN W     -   0.99997886  x   0.99997396  =   0.99995282
 JA1836!UTM  16      -   0.99997886  x   0.99960357  =   0.99958243
 JA1836
 JA1836:                Primary Azimuth Mark                     Grid Az
 JA1836:SPC IN W     -  FULDA AZ MK                              233 39 48.8
 JA1836:UTM  16      -  FULDA AZ MK                              233 42 53.9
 JA1836
 JA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1701816064(NAD 83)
 JA1836
 JA1836|---------------------------------------------------------------------|
 JA1836| PID    Reference Object                     Distance      Geod. Az  |
 JA1836|                                                           dddmmss.s |
 JA1836| CG7859 FULDA RM 1                           22.010 METERS 08431     |
 JA1836| JA1812 ST JOSEPHS CATH CH SPIRE            APPROX.10.4 KM 0935238.3 |
 JA1836| CG7860 FULDA RM 2                           31.772 METERS 19642     |
 JA1836| CG7858 FULDA AZ MK                                        2335004.9 |
 JA1836| JA1834 FULDA ST BONIFACIUS CATH CH         APPROX. 3.4 KM 3093135.1 |
 JA1836| JA1826 ST MEINRAD ABBEY PWRHSE STACK       APPROX. 8.1 KM 3574056.9 |
 JA1836|---------------------------------------------------------------------|
 JA1836
 JA1836                          SUPERSEDED SURVEY CONTROL
 JA1836
 JA1836  NAD 83(1993)-  38 05 31.99675(N)    086 48 21.30814(W) AD(       ) 2
 JA1836  NAD 83(1986)-  38 05 32.00226(N)    086 48 21.31051(W) AD(       ) 2
 JA1836  NAD 27      -  38 05 31.79900(N)    086 48 21.34300(W) AD(       ) 2
 JA1836
 JA1836.Superseded values are not recommended for survey control.
 JA1836
 JA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1836.See file dsdata.pdf to determine how the superseded data were derived.
 JA1836
 JA1836_MARKER: DS = TRIANGULATION STATION DISK
 JA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1836_STAMPING: FULDA 1946
 JA1836_MARK LOGO: CGS
 JA1836_PROJECTION: FLUSH
 JA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1836+STABILITY: SURFACE MOTION
 JA1836
 JA1836  HISTORY     - Date     Condition        Report By
 JA1836  HISTORY     - 1946     MONUMENTED       CGS
 JA1836
 JA1836                          STATION DESCRIPTION
 JA1836
 JA1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1836'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF FULDA ON PROPERTY
 JA1836'OWNED AND OCCUPIED BY R F ENGELBRECHT, 50 FEET NORTH OF THE NORTHWEST
 JA1836'CORNER OF A HOUSE, 44 FEET NORTHWEST OF A 12 INCH CEDAR TREE AND 29
 JA1836'FEET EAST OF A FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1836'DISK IS STAMPED FULDA 1946.
 JA1836'
 JA1836'REFERENCE MARK NO 1 IS 72.21 FEET EAST OF THE STATION, 11 FEET SOUTH
 JA1836'OF AN OLD CISTERN AND 40 FEET NORTHEAST OF A 12 INCH CEDAR TREE.  THE
 JA1836'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FULDA NO 1 1946.
 JA1836'
 JA1836'REFERENCE MARK NO 2 IS 104.24 FEET SOUTH OF THE STATION, 27.5 FEET
 JA1836'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 1.5 FEET EAST OF A
 JA1836'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1836'FULDA NO 2 1946.
 JA1836'
 JA1836'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION,
 JA1836'29 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL CROSSROADS, 3 FEET
 JA1836'SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCELINE.  THE MARK
 JA1836'PROJECTS 3 INCHES AND THE DISK IS STAMPED FULDA 1946.
 JA1836'
 JA1836'TO REACH THE STATION FROM THE BRICK CHURCH IN THE SOUTH EDGE OF FULDA,
 JA1836'GO EAST OFF OF STATE HIGHWAY 545 ON GRAVEL ROAD FOR 1.4 MILES TO A
 JA1836'FORK, KEEP RIGHT FORK AND GO SOUTHERLY FOR 1.6 MILES TO A GRAVEL
 JA1836'CROSSROADS, THE AZIMUTH MARK IS HERE IN THE SOUTHEAST ANGLE OF THE
 JA1836'INTERSECTION, THENCE LEFT AND EASTERLY FOR 0.25 MILE TO A GATE, ENTER
 JA1836'GATE AND KEEP LEFT FORK TO A FARM HOUSE AND STATION.
 JA1836'
 JA1836'HEIGHT OF LIGHT ABOVE STATION MARK 44 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1834 ***********************************************************************
 JA1834  DESIGNATION -  FULDA ST BONIFACIUS CATH CH
 JA1834  PID         -  JA1834
 JA1834  STATE/COUNTY-  IN/SPENCER
 JA1834  COUNTRY     -  US
 JA1834  USGS QUAD   -  FULDA (2019)
 JA1834
 JA1834                         *CURRENT SURVEY CONTROL
 JA1834  ______________________________________________________________________
 JA1834* NAD 83(1997) POSITION- 38 06 41.43015(N) 086 50 07.83690(W)   ADJUSTED
 JA1834* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 JA1834  ______________________________________________________________________
 JA1834  GEOID HEIGHT    -        -32.116 (meters)                     GEOID18
 JA1834  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 JA1834  HORZ ORDER      -  THIRD
 JA1834
 JA1834.The horizontal coordinates were established by classical geodetic methods
 JA1834.and adjusted by the National Geodetic Survey in May 1999.
 JA1834
 JA1834.The orthometric height was scaled from a topographic map.
 JA1834
 JA1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1834.GEOID18 height accuracy estimate available here.
 JA1834
 JA1834.Click photographs - Photos may exist for this station.
 JA1834
 JA1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1834
 JA1834. The following values were computed from the NAD 83(1997) position.
 JA1834
 JA1834;                    North         East     Units Scale Factor Converg.
 JA1834;SPC IN W     -   317,899.778   921,733.203   MT  0.99997248   +0 09 10.6
 JA1834;SPC IN W     - 1,042,976.19  3,024,053.02   sFT  0.99997248   +0 09 10.6
 JA1834;UTM  16      - 4,218,199.999   514,419.870   MT  0.99960256   +0 06 05.5
 JA1834
 JA1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1834!SPC IN W     -   0.99996818  x   0.99997248  =   0.99994066
 JA1834!UTM  16      -   0.99996818  x   0.99960256  =   0.99957075
 JA1834
 JA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1441918199(NAD 83)
 JA1834
 JA1834                          SUPERSEDED SURVEY CONTROL
 JA1834
 JA1834  NAD 83(1993)-  38 06 41.43048(N)    086 50 07.83623(W) AD(       ) 3
 JA1834  NAD 83(1986)-  38 06 41.43701(N)    086 50 07.83979(W) AD(       ) 3
 JA1834  NAD 27      -  38 06 41.25000(N)    086 50 07.89000(W) AD(       ) 3
 JA1834
 JA1834.Superseded values are not recommended for survey control.
 JA1834
 JA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1834.See file dsdata.pdf to determine how the superseded data were derived.
 JA1834
 JA1834_MARKER: 90 = CHURCH SPIRE
 JA1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1834+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 JA1834
 JA1834  HISTORY     - Date     Condition        Report By
 JA1834  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1834  HISTORY     - 20101011 GOOD             GEOCAC
 JA1834
 JA1834                          STATION DESCRIPTION
 JA1834
 JA1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1834'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ABOUT 50 YARDS EAST
 JA1834'OF STATE HIGHWAY 545, IN
 JA1834'THE CENTER OF FULDA.  THE CHURCH AND SPIRE ARE OF RED
 JA1834'BRICK AND THE SPIRE IS COVERED
 JA1834'WITH SILVER COLORED TIN AT THE TOP.
 JA1834'THE CHURCH WAS BUILT IN 1865 AND THE SPIRE IS
 JA1834'ABOUT 75 FEET HIGH.
 JA1834
 JA1834                          STATION RECOVERY (2010)
 JA1834
 JA1834'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1834'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2208 ***********************************************************************
 ME2208  DESIGNATION -  FULMER
 ME2208  PID         -  ME2208
 ME2208  STATE/COUNTY-  IN/ST JOSEPH
 ME2208  COUNTRY     -  US
 ME2208  USGS QUAD   -  WYATT (2019)
 ME2208
 ME2208                         *CURRENT SURVEY CONTROL
 ME2208  ______________________________________________________________________
 ME2208* NAD 83(1997) POSITION- 41 36 54.43766(N) 086 10 43.12116(W)   ADJUSTED
 ME2208* NAVD 88 ORTHO HEIGHT -   270.33  (+/-2cm)      886.9   (feet) VERTCON3
 ME2208  ______________________________________________________________________
 ME2208  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2208  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2208  HORZ ORDER      -  SECOND
 ME2208  VERT ORDER      -  THIRD ? (See Below)
 ME2208
 ME2208.The horizontal coordinates were established by classical geodetic methods
 ME2208.and adjusted by the National Geodetic Survey in May 1999.
 ME2208
 ME2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2208
 ME2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2208.GEOID18 height accuracy estimate available here.
 ME2208
 ME2208.The vertical order pertains to the NGVD 29 superseded value.
 ME2208
 ME2208.Click photographs - Photos may exist for this station.
 ME2208
 ME2208.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2208
 ME2208. The following values were computed from the NAD 83(1997) position.
 ME2208
 ME2208;                    North         East     Units Scale Factor Converg.
 ME2208;SPC IN E     -   706,997.850    57,328.936   MT  0.99998906   -0 20 24.1
 ME2208;SPC IN E     - 2,319,542.11    188,086.68   sFT  0.99998906   -0 20 24.1
 ME2208;UTM  16      - 4,607,370.811   568,431.323   MT  0.99965763   +0 32 43.8
 ME2208
 ME2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2208!SPC IN E     -   0.99996291  x   0.99998906  =   0.99995197
 ME2208!UTM  16      -   0.99996291  x   0.99965763  =   0.99962055
 ME2208
 ME2208:                Primary Azimuth Mark                     Grid Az
 ME2208:SPC IN E     -  FULMER AZ MK                             014 22 02.2
 ME2208:UTM  16      -  FULMER AZ MK                             013 28 54.3
 ME2208
 ME2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6843107370(NAD 83)
 ME2208
 ME2208|---------------------------------------------------------------------|
 ME2208| PID    Reference Object                     Distance      Geod. Az  |
 ME2208|                                                           dddmmss.s |
 ME2208| CM3530 FULMER AZ MK                                       0140138.1 |
 ME2208| CM3531 FULMER RM 1                          24.219 METERS 10350     |
 ME2208| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX. 2.6 KM 3212935.8 |
 ME2208| ME2216 S BEND ST FRANCIS CONVENT TK        APPROX. 3.6 KM 3340621.7 |
 ME2208| CM3532 FULMER RM 2                          20.560 METERS 34349     |
 ME2208|---------------------------------------------------------------------|
 ME2208
 ME2208                          SUPERSEDED SURVEY CONTROL
 ME2208
 ME2208  NAD 83(1994)-  41 36 54.43920(N)    086 10 43.12677(W) AD(       ) 2
 ME2208  NAD 83(1986)-  41 36 54.43977(N)    086 10 43.12827(W) AD(       ) 2
 ME2208  NAD 27      -  41 36 54.26480(N)    086 10 43.11500(W) AD(       ) 2
 ME2208  NGVD 29             270.44   (m)          887.3    (f) LEVELING    3  
 ME2208
 ME2208.Superseded values are not recommended for survey control.
 ME2208
 ME2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2208.See file dsdata.pdf to determine how the superseded data were derived.
 ME2208
 ME2208_MARKER: DS = TRIANGULATION STATION DISK
 ME2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2208_STAMPING: FULMER 1952
 ME2208_MARK LOGO: CGS
 ME2208_PROJECTION: FLUSH
 ME2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2208+STABILITY: SURFACE MOTION
 ME2208
 ME2208  HISTORY     - Date     Condition        Report By
 ME2208  HISTORY     - 1952     MONUMENTED       CGS
 ME2208  HISTORY     - 1975     GOOD             NGS
 ME2208  HISTORY     - 1984     GOOD             USPSQD
 ME2208  HISTORY     - 1989     GOOD             USPSQD
 ME2208
 ME2208                          STATION DESCRIPTION
 ME2208
 ME2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2208'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE
 ME2208'FULMER SCHOOL WHICH IS
 ME2208'ALONG THE WEST SIDE OF STATE HIGHWAY 331 ABOUT 11 MILES NORTH OF
 ME2208'BREMEN AND ABOUT 3-1/2 MILES
 ME2208'SOUTH OF MISHAWAKA.  IT IS ABOUT 275 FEET SOUTHWEST OF THE SOUTHWEST
 ME2208'CORNER OF THE SCHOOL BUILDING, 27
 ME2208'FEET NORTHEAST OF A FENCE CORNER AND 19 FEET NORTH
 ME2208'A WHITE WITNESS POST AND FENCE.  THE MARK IS FLUSH
 ME2208'AND THE DISK IS STAMPED FULMER 1952.
 ME2208'
 ME2208'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE FENCE.  THE MARK IS FLUSH
 ME2208'AND THE DISK IS STAMPED FULMER
 ME2208'NO 1 1952.
 ME2208'
 ME2208'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH
 ME2208'AND THE DISK IS STAMPED
 ME2208'FULMER NO 2 1952.
 ME2208'
 ME2208'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 331, 18
 ME2208'FEET WEST OF THE SOUTHWEST
 ME2208'CORNER OF A BARN AND 3 FEET SOUTH OF A WHITE WITNESS POST AND POWER
 ME2208'POLE.  THE MARK PROJECTS ABOUT 2
 ME2208'INCHES AND THE DISK IS STAMPED FULMER 1952.
 ME2208'
 ME2208'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY IN FRONT OF THE SCHOOL
 ME2208'BUILDING, GO NORTH ON THE
 ME2208'HIGHWAY FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2208'
 ME2208'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2208
 ME2208                          STATION RECOVERY (1975)
 ME2208
 ME2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2208'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 ME2208'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION BETWEEN THE
 ME2208'MARKS CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND
 ME2208'BUILDINGS FROM THE GROUND.  THERE WAS NO OBJECTS TO SET A NEW
 ME2208'AZIMUTH MARK FROM.
 ME2208'
 ME2208'THE 1952 DESCRIPTION IS ADEQUATE.
 ME2208'
 ME2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTH
 ME2208'OF MISHAWAKA.
 ME2208
 ME2208                          STATION RECOVERY (1984)
 ME2208
 ME2208'RECOVERY NOTE BY US POWER SQUADRON 1984 (GEB)
 ME2208'FULMER 1952 FOUND GOOD.
 ME2208'
 ME2208'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE
 ME2208'FULMER SCHOOL WHICH IS ALONG THE WEST SIDE OF STATE HIGHWAY 331
 ME2208'ABOUT 11 MILES NORTH OF BREMEN AND ABOUT 3-1/2 MILES SOUTH OF
 ME2208'MISHAWAKA.  IT IS ABOUT 275 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ME2208'OF THE SCHOOL BUILDING, 27 FEET NORTHEAST OF A FENCE CORNER AND 19
 ME2208'FEET NORTH OF A FENCE WHICH IS MISSING.  FENCE LINE CAN BE PICKED
 ME2208'UP NEAR THE HIGHWAY.  THE WHITE WITNESS POST IS MISSING.
 ME2208'THE MARK IS FLUSH AND STAMPED FULMER 1952.
 ME2208'
 ME2208'FULMER NO. 1 FOUND GOOD.
 ME2208'
 ME2208'(1) REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCE OR PROPERTY LINE,
 ME2208'242 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 ME2208'AND 425 FEET FROM THE CENTER OF STATE HIGHWAY 331.  THE FENCE OR
 ME2208'PROPERTY LINE CAN BE PICKED UP NEAR THE HIGHWAY.
 ME2208'
 ME2208'THE MARK IS 3 INCHES ABOVE GROUND ON AN INCLINE AND IS STAMPED FULMER
 ME2208'NO. 1.
 ME2208'
 ME2208'(2) REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 ME2208'
 ME2208'FULMER 1952 AZ MK FOUND GOOD.
 ME2208'
 ME2208'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 331,
 ME2208'18 FEET WEST OF THE SOUTHWEST CORNER OF A BARN AND 3 FEET SOUTH OF A
 ME2208'I AND ME POWER POLE NO. J353-6.  THE WHITE WITNESS POST IS MISSING.
 ME2208'THE MARK PROJECTS ABOUT 1 INCH ABOVE GROUND AND IS STAMPED FULMER
 ME2208'1952.
 ME2208
 ME2208                          STATION RECOVERY (1989)
 ME2208
 ME2208'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME2208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3208 ***********************************************************************
 ME3208  DESIGNATION -  FULPORT
 ME3208  PID         -  ME3208
 ME3208  STATE/COUNTY-  IN/FULTON
 ME3208  COUNTRY     -  US
 ME3208  USGS QUAD   -  ROCHESTER (2019)
 ME3208
 ME3208                         *CURRENT SURVEY CONTROL
 ME3208  ______________________________________________________________________
 ME3208* NAD 83(1997) POSITION- 41 04 01.71289(N) 086 11 24.83354(W)   ADJUSTED
 ME3208* NAD 83(1997) ELLIP HT-   205.845 (meters)        (05/25/99)   ADJUSTED
 ME3208* NAVD 88 ORTHO HEIGHT -   239.6   (meters)      786.    (feet) VERTCON3
 ME3208  ______________________________________________________________________
 ME3208  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME3208  NAD 83(1997) X  -    319,984.485 (meters)                     COMP
 ME3208  NAD 83(1997) Y  - -4,805,208.739 (meters)                     COMP
 ME3208  NAD 83(1997) Z  -  4,168,183.036 (meters)                     COMP
 ME3208  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 ME3208  HORZ ORDER      -  THIRD
 ME3208  ELLP ORDER      -  FOURTH    CLASS I
 ME3208
 ME3208.This mark is at Fulton County Airport (RCR)
 ME3208
 ME3208.The horizontal coordinates were established by GPS observations
 ME3208.and adjusted by the National Geodetic Survey in May 1999.
 ME3208
 ME3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3208
 ME3208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3208.GEOID18 height accuracy estimate available here.
 ME3208
 ME3208.Click photographs - Photos may exist for this station.
 ME3208
 ME3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3208
 ME3208.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3208
 ME3208.The ellipsoidal height was determined by GPS observations
 ME3208.and is referenced to NAD 83.
 ME3208
 ME3208. The following values were computed from the NAD 83(1997) position.
 ME3208
 ME3208;                    North         East     Units Scale Factor Converg.
 ME3208;SPC IN E     -   646,146.507    55,995.886   MT  0.99999049   -0 20 38.2
 ME3208;SPC IN E     - 2,119,899.00    183,713.17   sFT  0.99999049   -0 20 38.2
 ME3208;UTM  16      - 4,546,526.404   568,033.926   MT  0.99965697   +0 31 55.2
 ME3208
 ME3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3208!SPC IN E     -   0.99996771  x   0.99999049  =   0.99995820
 ME3208!UTM  16      -   0.99996771  x   0.99965697  =   0.99962469
 ME3208
 ME3208:                Primary Azimuth Mark                     Grid Az
 ME3208:SPC IN E     -  FULPORT AZ MK                            105 22 35.9
 ME3208:UTM  16      -  FULPORT AZ MK                            104 30 02.5
 ME3208
 ME3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6803346526(NAD 83)
 ME3208
 ME3208|---------------------------------------------------------------------|
 ME3208| PID    Reference Object                     Distance      Geod. Az  |
 ME3208|                                                           dddmmss.s |
 ME3208| ME3209 FULPORT AZ MK                       APPROX. 0.9 KM 1050157.7 |
 ME3208|---------------------------------------------------------------------|
 ME3208
 ME3208                          SUPERSEDED SURVEY CONTROL
 ME3208
 ME3208  NAD 83(1986)-  41 04 01.71682(N)    086 11 24.84382(W) AD(       ) 3
 ME3208  NAD 27      -  41 04 01.55715(N)    086 11 24.83608(W) AD(       ) 3
 ME3208  NGVD 29 (02/23/89)  239.8    (m)  RAPSU86  model used  GPS OBS        
 ME3208
 ME3208.Superseded values are not recommended for survey control.
 ME3208
 ME3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3208.See file dsdata.pdf to determine how the superseded data were derived.
 ME3208
 ME3208_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3208_STAMPING: FULPORT 1986
 ME3208_MARK LOGO: NGS
 ME3208_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3208+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ME3208
 ME3208  HISTORY     - Date     Condition        Report By
 ME3208  HISTORY     - 1988     MONUMENTED       NGS
 ME3208
 ME3208                          STATION DESCRIPTION
 ME3208
 ME3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3208'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHWEST OF WARSAW,
 ME3208'24.1 KM (15.00 MI) SOUTHEAST OF PLYMOUTH, 0.7 KM (0.45 MI) NORTHEAST
 ME3208'OF ROCHESTER AND AT THE ROCHESTER-FULTON COUNTY AIRPORT.
 ME3208'OWNERSHIP--FULTON COUNTY, BOX 508, ROCHESTER, IN 46975, PHONE
 ME3208'219-223-5384.  AIRPORT MANAGER IS JIM EWING.
 ME3208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 NORTH AND
 ME3208'14 EAST ON THE EAST SIDE OF ROCHESTER, GO NORTH ON STATE HIGHWAY 25
 ME3208'FOR 0.65 KM (0.40 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 ME3208'RIGHT AND GO 0.32 KM (0.20 MI) TO AIRPORT OFFICE.  FROM THE NORTH END
 ME3208'OF THE SIDEWALK ON WEST SIDE OF OFFICE, GO NORTHWESTERLY ACROSS
 ME3208'AIRPORT APRON ONTO TAXIWAY FOR 0.14 KM (0.10 MI) TO END OF RUNWAY 11
 ME3208'AND STATION ON THE RIGHT.
 ME3208'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 ME3208'STAMPED---FULPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 ME3208'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 15.7 M
 ME3208'(51.5 FT) SOUTH FROM CENTER OF RUNWAY 11, 15.6 M (51.2 FT) EAST FROM
 ME3208'CENTER OF TAXIWAY AND 1.2 M(3.9 FT) SOUTH FROM THE SOUTH ONE OF TWO
 ME3208'BLUE RUNWAY MARKER LIGHTS.
 ME3208'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3208'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3209 ***********************************************************************
 ME3209  DESIGNATION -  FULPORT AZ MK
 ME3209  PID         -  ME3209
 ME3209  STATE/COUNTY-  IN/FULTON
 ME3209  COUNTRY     -  US
 ME3209  USGS QUAD   -  ROCHESTER (2019)
 ME3209
 ME3209                         *CURRENT SURVEY CONTROL
 ME3209  ______________________________________________________________________
 ME3209* NAD 83(1997) POSITION- 41 03 53.89313(N) 086 10 46.37085(W)   ADJUSTED
 ME3209* NAD 83(1997) ELLIP HT-   206.624 (meters)        (05/25/99)   ADJUSTED
 ME3209* NAVD 88 ORTHO HEIGHT -   240.4   (meters)      789.    (feet) VERTCON3
 ME3209  ______________________________________________________________________
 ME3209  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 ME3209  NAD 83(1997) X  -    320,891.116 (meters)                     COMP
 ME3209  NAD 83(1997) Y  - -4,805,307.697 (meters)                     COMP
 ME3209  NAD 83(1997) Z  -  4,168,001.667 (meters)                     COMP
 ME3209  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 ME3209  HORZ ORDER      -  THIRD
 ME3209  ELLP ORDER      -  FOURTH    CLASS I
 ME3209
 ME3209.This mark is at Fulton County Airport (RCR)
 ME3209
 ME3209.The horizontal coordinates were established by GPS observations
 ME3209.and adjusted by the National Geodetic Survey in May 1999.
 ME3209
 ME3209.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3209
 ME3209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3209.GEOID18 height accuracy estimate available here.
 ME3209
 ME3209.Click photographs - Photos may exist for this station.
 ME3209
 ME3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3209
 ME3209.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3209
 ME3209.The ellipsoidal height was determined by GPS observations
 ME3209.and is referenced to NAD 83.
 ME3209
 ME3209. The following values were computed from the NAD 83(1997) position.
 ME3209
 ME3209;                    North         East     Units Scale Factor Converg.
 ME3209;SPC IN E     -   645,899.949    56,892.437   MT  0.99998953   -0 20 12.9
 ME3209;SPC IN E     - 2,119,090.08    186,654.60   sFT  0.99998953   -0 20 12.9
 ME3209;UTM  16      - 4,546,293.657   568,933.842   MT  0.99965848   +0 32 20.4
 ME3209
 ME3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3209!SPC IN E     -   0.99996759  x   0.99998953  =   0.99995712
 ME3209!UTM  16      -   0.99996759  x   0.99965848  =   0.99962608
 ME3209
 ME3209:                Primary Azimuth Mark                     Grid Az
 ME3209:SPC IN E     -  FULPORT                                  285 22 35.9
 ME3209:UTM  16      -  FULPORT                                  284 30 02.6
 ME3209
 ME3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6893346293(NAD 83)
 ME3209
 ME3209|---------------------------------------------------------------------|
 ME3209| PID    Reference Object                     Distance      Geod. Az  |
 ME3209|                                                           dddmmss.s |
 ME3209| ME3208 FULPORT                             APPROX. 0.9 KM 2850223.0 |
 ME3209|---------------------------------------------------------------------|
 ME3209
 ME3209                          SUPERSEDED SURVEY CONTROL
 ME3209
 ME3209  NAD 83(1986)-  41 03 53.89706(N)    086 10 46.38113(W) AD(       ) 3
 ME3209  NAD 27      -  41 03 53.73726(N)    086 10 46.37478(W) AD(       ) 3
 ME3209  NGVD 29 (02/23/89)  240.5    (m)  RAPSU86  model used  GPS OBS        
 ME3209
 ME3209.Superseded values are not recommended for survey control.
 ME3209
 ME3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3209.See file dsdata.pdf to determine how the superseded data were derived.
 ME3209
 ME3209_MARKER: DZ = AZIMUTH MARK DISK
 ME3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3209_STAMPING: FULPORT 1986
 ME3209_MARK LOGO: NGS
 ME3209_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3209+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ME3209
 ME3209  HISTORY     - Date     Condition        Report By
 ME3209  HISTORY     - 1988     MONUMENTED       NGS
 ME3209
 ME3209                          STATION DESCRIPTION
 ME3209
 ME3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3209'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHWEST OF WARSAW,
 ME3209'24.1 KM (15.00 MI) SOUTHEAST OF PLYMOUTH, 0.7 KM (0.45 MI) NORTHEAST
 ME3209'OF ROCHESTER AND AT THE ROCHESTER-FULTON COUNTY AIRPORT.
 ME3209'OWNERSHIP--FULTON COUNTY, BOX 508, ROCHESTER, IN 46975, PHONE
 ME3209'219-223-5384.  AIRPORT MANAGER IS JIM EWING.
 ME3209'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 NORTH AND
 ME3209'14 EAST ON THE EAST SIDE OF ROCHESTER, GO NORTH ON STATE HIGHWAY 25
 ME3209'FOR 0.65 KM (0.40 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 ME3209'RIGHT AND GO 0.32 KM (0.20 MI) TO AIRPORT OFFICE.  FROM THE NORTH END
 ME3209'OF THE SIDEWALK ON WEST SIDE OF OFFICE, GO NORTHWESTERLY ACROSS
 ME3209'AIRPORT APRON ONTO TAXIWAY FOR 0.14 KM (0.10 MI) TO END OF RUNWAY 11.
 ME3209'TURN RIGHT AND GO EASTERLY ALONG THE RUNWAY FOR 0.96 KM (0.60 MI) TO
 ME3209'A TURNAROUND AT THE END OF RUNWAY 29 AND THE MARK ON THE RIGHT.
 ME3209'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 ME3209'STAMPED---FULPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 ME3209'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 14.8 M
 ME3209'(48.6 FT) SOUTH-SOUTHWEST FROM CENTER OF RUNWAY 29, 9.8 M (32.2 FT)
 ME3209'WEST-NORTHWEST FROM CENTER OF TURNAROUND AND 1.0 M (3.3 FT)
 ME3209'WEST-NORTHWEST FROM THE SOUTH ONE OF TWO BLUE RUNWAY MARKER LIGHTS.
 ME3209'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3209'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1952 ***********************************************************************
 KA1952  DESIGNATION -  FULTON
 KA1952  PID         -  KA1952
 KA1952  STATE/COUNTY-  IN/MARION
 KA1952  COUNTRY     -  US
 KA1952  USGS QUAD   -  MAYWOOD (2019)
 KA1952
 KA1952                         *CURRENT SURVEY CONTROL
 KA1952  ______________________________________________________________________
 KA1952* NAD 83(1997) POSITION- 39 40 46.29027(N) 086 07 42.02776(W)   ADJUSTED
 KA1952* NAVD 88 ORTHO HEIGHT -   235.58  (+/-2cm)      772.9   (feet) VERTCON3
 KA1952  ______________________________________________________________________
 KA1952  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 KA1952  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 KA1952  HORZ ORDER      -  SECOND
 KA1952  VERT ORDER      -  THIRD ? (See Below)
 KA1952
 KA1952.The horizontal coordinates were established by classical geodetic methods
 KA1952.and adjusted by the National Geodetic Survey in May 1999.
 KA1952
 KA1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1952
 KA1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1952.GEOID18 height accuracy estimate available here.
 KA1952
 KA1952.The vertical order pertains to the NGVD 29 superseded value.
 KA1952
 KA1952.Click photographs - Photos may exist for this station.
 KA1952
 KA1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1952
 KA1952. The following values were computed from the NAD 83(1997) position.
 KA1952
 KA1952;                    North         East     Units Scale Factor Converg.
 KA1952;SPC IN E     -   492,037.879    60,393.401   MT  0.99998597   -0 17 41.2
 KA1952;SPC IN E     - 1,614,294.27    198,140.68   sFT  0.99998597   -0 17 41.2
 KA1952;UTM  16      - 4,392,551.692   574,751.747   MT  0.99966879   +0 33 23.7
 KA1952
 KA1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1952!SPC IN E     -   0.99996828  x   0.99998597  =   0.99995425
 KA1952!UTM  16      -   0.99996828  x   0.99966879  =   0.99963708
 KA1952
 KA1952:                Primary Azimuth Mark                     Grid Az
 KA1952:SPC IN E     -  FOUNTAIN                                 163 33 43.2
 KA1952:UTM  16      -  FOUNTAIN                                 162 42 38.3
 KA1952
 KA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7475192551(NAD 83)
 KA1952
 KA1952|---------------------------------------------------------------------|
 KA1952| PID    Reference Object                     Distance      Geod. Az  |
 KA1952|                                                           dddmmss.s |
 KA1952| CC9187 FULTON RM                                          09644     |
 KA1952| KA1932 FOUNTAIN                            APPROX. 3.9 KM 1631602.0 |
 KA1952|---------------------------------------------------------------------|
 KA1952
 KA1952                          SUPERSEDED SURVEY CONTROL
 KA1952
 KA1952  NAD 83(1986)-  39 40 46.29652(N)    086 07 42.05230(W) AD(       ) 2
 KA1952  NAD 27      -  39 40 46.13300(N)    086 07 42.10000(W) AD(       ) 2
 KA1952  USSD        -  39 40 46.19800(N)    086 07 41.87000(W) AD(       ) 3
 KA1952  NGVD 29             235.70   (m)          773.3    (f) LEVELING    3  
 KA1952
 KA1952.Superseded values are not recommended for survey control.
 KA1952
 KA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1952.See file dsdata.pdf to determine how the superseded data were derived.
 KA1952
 KA1952_MARKER: DS = TRIANGULATION STATION DISK
 KA1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1952_STAMPING: FULTON 1920
 KA1952_MARK LOGO: CGS
 KA1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1952+STABILITY: SURFACE MOTION
 KA1952
 KA1952  HISTORY     - Date     Condition        Report By
 KA1952  HISTORY     - 1920     MONUMENTED       CGS
 KA1952  HISTORY     - 1939     GOOD             CGS
 KA1952  HISTORY     - 1957     GOOD             CGS
 KA1952  HISTORY     - 1975     SEE DESCRIPTION  LOCSUR
 KA1952
 KA1952                          STATION DESCRIPTION
 KA1952
 KA1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1952'ABOUT 6 MILES S OF INDIANAPOLIS, ON THE E SIDE OF THE PENNSYLVANIA
 KA1952'RAILROAD RIGHT-OF-WAY, 10.975 METERS 36.01 FEET FROM THE E AND
 KA1952'NEAREST RAIL, ABOUT 200 YARDS S OF MILEPOST I 6 AND ABOUT 10 YARDS S
 KA1952'OF WHERE EDGEWOOD AVENUE CROSSES THE RAILROAD.  EDGEWOOD
 KA1952'AVENUE IS THE STREET GOING E FROM INTERURBAN STOP NO. 8.  THE
 KA1952'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 KA1952'SET IN CONCRETE.  THE REFERENCE MARK IS IN THE FENCE LINE
 KA1952'ON THE SAME SIDE OF THE TRACK AS THE STATION, 2.350
 KA1952'METERS (7.71 FEET) FROM THE STATION S 83 DEG 16 MIN E.
 KA1952
 KA1952                          STATION RECOVERY (1939)
 KA1952
 KA1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1952'STATION RECOVERED AS DESCRIBED BY J.S.B.,1920. STATION AND REFERENCE
 KA1952'MARK FOUND IN GOOD CONDITION. ORIGINAL DESCRIPTION
 KA1952'CORRECT. CONNECTED BY TRAVERSE TO STATION MORGAN, DISTANCE 33.326
 KA1952'METERS.
 KA1952
 KA1952                          STATION RECOVERY (1957)
 KA1952
 KA1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1952'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 KA1952'THE REFERENCE MARK HAS BEEN DESTROYED.  THE REMAINS OF THE POST IN
 KA1952'WHICH THE REFERENCE MARK WAS SET WAS FOUND.  A NEW REFERENCE MARK
 KA1952'WAS NOT SET AT THIS TIME.
 KA1952'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KA1952
 KA1952                          STATION RECOVERY (1975)
 KA1952
 KA1952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1952'THE STATION MARK HAS BEEN DESTROYED (TABLET AND PART OF CONCRETE BASE
 KA1952'FOUND ALONGSIDE ROAD) IT IS POSSIBLE THAT THE UNDERGROUND MARK IS
 KA1952'STILL IN PLACE.
 KA1952'
 KA1952'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 KA1952'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8313 ***********************************************************************
 AJ8313  PACS        -  This is a Primary Airport Control Station.
 AJ8313  DESIGNATION -  FWA A
 AJ8313  PID         -  AJ8313
 AJ8313  STATE/COUNTY-  IN/ALLEN
 AJ8313  COUNTRY     -  US
 AJ8313  USGS QUAD   -  OSSIAN (2019)
 AJ8313
 AJ8313                         *CURRENT SURVEY CONTROL
 AJ8313  ______________________________________________________________________
 AJ8313* NAD 83(2011) POSITION- 40 58 28.70513(N) 085 11 43.40097(W)   ADJUSTED
 AJ8313* NAD 83(2011) ELLIP HT-   209.367 (meters)        (06/27/12)   ADJUSTED
 AJ8313* NAD 83(2011) EPOCH   -  2010.00
 AJ8313* NAVD 88 ORTHO HEIGHT -   242.69  (meters)      796.2   (feet) GPS OBS
 AJ8313  ______________________________________________________________________
 AJ8313  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8313  GEOID HEIGHT    -        -33.252 (meters)                     GEOID99
 AJ8313  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 AJ8313  NAD 83(2011) X  -    403,931.188 (meters)                     COMP
 AJ8313  NAD 83(2011) Y  - -4,805,650.253 (meters)                     COMP
 AJ8313  NAD 83(2011) Z  -  4,160,434.601 (meters)                     COMP
 AJ8313  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 AJ8313
 AJ8313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8313  Standards:
 AJ8313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8313  -------------------------------------------------------------------
 AJ8313  NETWORK    0.59   1.41           0.26   0.22   0.72      0.09928714
 AJ8313  -------------------------------------------------------------------
 AJ8313  Click here for local accuracies and other accuracy information.
 AJ8313
 AJ8313.This mark is at Fort Wayne Int'l Airport (FWA)
 AJ8313
 AJ8313.The horizontal coordinates were established by GPS observations
 AJ8313.and adjusted by the National Geodetic Survey in June 2012.
 AJ8313
 AJ8313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8313.been affixed to the stable North American tectonic plate. See 
 AJ8313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8313
 AJ8313.The horizontal coordinates are valid at the epoch date displayed above
 AJ8313.which is a decimal equivalence of Year/Month/Day.
 AJ8313
 AJ8313.The orthometric height was determined by GPS observations and a
 AJ8313.high-resolution geoid model.
 AJ8313
 AJ8313.GPS derived orthometric heights for airport stations designated as
 AJ8313.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8313.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8313.not indicate centimeter accuracy relative to other marks which are
 AJ8313.part of the published vertical control network.
 AJ8313
 AJ8313.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8313.GEOID18 height accuracy estimate available here.
 AJ8313
 AJ8313.Click photographs - Photos may exist for this station.
 AJ8313
 AJ8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8313
 AJ8313.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8313
 AJ8313.The ellipsoidal height was determined by GPS observations
 AJ8313.and is referenced to NAD 83.
 AJ8313
 AJ8313. The following values were computed from the NAD 83(2011) position.
 AJ8313
 AJ8313;                    North         East     Units Scale Factor Converg.
 AJ8313;SPC IN E     -   635,848.973   139,664.955   MT  0.99998602   +0 18 32.5
 AJ8313;SPC IN E     - 2,086,114.51    458,217.44   sFT  0.99998602   +0 18 32.5
 AJ8313;UTM  16      - 4,537,510.076   651,832.258   MT  0.99988374   +1 11 00.8
 AJ8313
 AJ8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8313!SPC IN E     -   0.99996716  x   0.99998602  =   0.99995318
 AJ8313!UTM  16      -   0.99996716  x   0.99988374  =   0.99985090
 AJ8313
 AJ8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5183237510(NAD 83)
 AJ8313
 AJ8313                          SUPERSEDED SURVEY CONTROL
 AJ8313
 AJ8313  NAD 83(2007)-  40 58 28.70520(N)    085 11 43.40200(W) AD(2002.00) 0
 AJ8313  ELLIP H (02/10/07)  209.394  (m)                       GP(2002.00)    
 AJ8313  NAD 83(1997)-  40 58 28.70532(N)    085 11 43.40182(W) AD(       ) B
 AJ8313  ELLIP H (11/27/02)  209.407  (m)                       GP(       ) 4 1
 AJ8313  NAD 83(1997)-  40 58 28.70521(N)    085 11 43.40191(W) AD(       ) B
 AJ8313  ELLIP H (03/18/02)  209.408  (m)                       GP(       ) 4 1
 AJ8313
 AJ8313.Superseded values are not recommended for survey control.
 AJ8313
 AJ8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8313.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8313
 AJ8313_MARKER: I = METAL ROD
 AJ8313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8313_STAMPING: FWA A 2001
 AJ8313_MARK LOGO: NONE
 AJ8313_PROJECTION: FLUSH
 AJ8313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8313+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 AJ8313_ROD/PIPE-DEPTH: 3.80 meters
 AJ8313_SLEEVE-DEPTH  : 1.00 meters
 AJ8313
 AJ8313  HISTORY     - Date     Condition        Report By
 AJ8313  HISTORY     - 20010502 MONUMENTED       WOOLPT
 AJ8313  HISTORY     - 20020704 GOOD             NGS
 AJ8313  HISTORY     - 20091103 GOOD             OPTGEO
 AJ8313  HISTORY     - 20100625 GOOD             RICCRO
 AJ8313
 AJ8313                          STATION DESCRIPTION
 AJ8313
 AJ8313'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8313'THE STATION IS LOCATED APPROXIMATELY 4 MI SOUTHWEST OF
 AJ8313'WAYNEDALE, 2 MI EAST OF NINE MILE,  3 MI NORTH OF YODER, AND IS AT
 AJ8313'THE FORT WAYNE INTERNATIONAL AIRPORT. OWNERSHIP-- FORT WAYNE
 AJ8313'INTERNATIONAL AIRPORT, AIRPORT MANAGER CHARLES MILLER,
 AJ8313'OPERATIONS MANAGER BILL PRASUHN, PHONE NUMBER (219) 747-4146. THIS
 AJ8313'STATION IS IN THE AIRFIELD RESTRICTED AREA AND SHOULD BE
 AJ8313'CONSIDERED INACCESSIBLE FOR NON-AIRPORT PERSONNEL.
 AJ8313'
 AJ8313'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 469 (EXIT 6)
 AJ8313'AND INDIANA ROUTE 1 SOUTH OF FORT WAYNE, PROCEED NORTH 1.3 MI TO
 AJ8313'THE JUNCTION OF WINTERS ROAD. TURN LEFT AND PROCEED WEST 0.85 MI
 AJ8313'TO THE ENTRANCE TO THE AIRPORT SAFETY BUILDING ON THE RIGHT, WITH
 AJ8313'A GATE ON THE EAST SIDE OF THE BUILDING. PROCEED NORTH THROUGH
 AJ8313'THE GATE AND THEN WESTERLY 0.65 MI ALONG A PERIMETER ROAD
 AJ8313'ALONGSIDE THE FENCE TO A FENCE CORNER LEADING SOUTHWEST.
 AJ8313'CONTINUE WEST TO THE STATION DIRECTLY AHEAD, ACROSS TAXIWAY B.
 AJ8313'THE STATION IS SET ONLINE WITH A PAIR OF RUNWAY LIGHTS AND THE
 AJ8313'EXTENSION OF THE EAST-WEST PORTION OF THE PERIMETER FENCE.
 AJ8313'
 AJ8313'THE STATION IS LOCATED 66.45 M ON AN AZIMUTH OF 240 DEGREES FROM
 AJ8313'THE SOUTHWEST CORNER OF A SIGN-- MIL--, 57.15 M ON AN AZIMUTH OF 15
 AJ8313'DEGREES FROM TAXIWAY LIGHT B5, AND 49.50 M ON AN AZIMUTH OF 275
 AJ8313'DEGREES THE WEST EDGE OF THE TAXIWAY, ONLINE WITH THE FACE OF
 AJ8313'THE PERIMETER FENCE. THE STATION IS A PUNCHMARK SET IN THE TOP OF
 AJ8313'A STAINLESS STEEL ROD DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF
 AJ8313'3.8 M ENCASED IN A FINNED SLEEVE FILLED WITH NON-TOXIC GREASE
 AJ8313'SURROUNDED BY A FIVE INCH PVC PIPE WITH A NGS LOGO CAP STAMPED--
 AJ8313'FWA A 2001-- ENCASED IN A 0.3 M DIAMETER CONCRETE COLLAR WITH AN
 AJ8313'IMBEDDED STEEL ROD AND FLUSH WITH THE GROUND. THE SLEEVE DEPTH
 AJ8313'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THIS STATION
 AJ8313'IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AJ8313
 AJ8313                          STATION RECOVERY (2002)
 AJ8313
 AJ8313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8313'RECOVERED AS DESCRIBED.
 AJ8313
 AJ8313                          STATION RECOVERY (2009)
 AJ8313
 AJ8313'RECOVERY NOTE BY OPTIMAL GEOMATICS 2009 (HAK)
 AJ8313'RECOVERED AS DESCRIBED
 AJ8313
 AJ8313                          STATION RECOVERY (2010)
 AJ8313
 AJ8313'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2010 (RRL)
 AJ8313'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0554 ***********************************************************************
 JZ0554  DESIGNATION -  G 1
 JZ0554  PID         -  JZ0554
 JZ0554  STATE/COUNTY-  IN/DEARBORN
 JZ0554  COUNTRY     -  US
 JZ0554  USGS QUAD   -  GUILFORD (2019)
 JZ0554
 JZ0554                         *CURRENT SURVEY CONTROL
 JZ0554  ______________________________________________________________________
 JZ0554* NAD 83(1986) POSITION- 39 10 02.     (N) 084 58 22.     (W)   SCALED
 JZ0554* NAVD 88 ORTHO HEIGHT -   192.507 (meters)      631.58  (feet) ADJUSTED
 JZ0554  ______________________________________________________________________
 JZ0554  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ0554  DYNAMIC HEIGHT  -        192.386 (meters)      631.19  (feet) COMP
 JZ0554  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 JZ0554
 JZ0554  VERT ORDER      -  FIRST     CLASS II
 JZ0554
 JZ0554.The horizontal coordinates were scaled from a map and have
 JZ0554.an estimated accuracy of +/- 6 seconds.
 JZ0554
 JZ0554.The orthometric height was determined by differential leveling and
 JZ0554.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0554.in June 1991.
 JZ0554
 JZ0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0554.GEOID18 height accuracy estimate available here.
 JZ0554
 JZ0554.Click photographs - Photos may exist for this station.
 JZ0554
 JZ0554.The dynamic height is computed by dividing the NAVD 88
 JZ0554.geopotential number by the normal gravity value computed on the
 JZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0554.degrees latitude (g = 980.6199 gals.).
 JZ0554
 JZ0554.The modeled gravity was interpolated from observed gravity values.
 JZ0554
 JZ0554;                    North         East    Units  Estimated Accuracy
 JZ0554;SPC IN E     -   435,290.      159,970.      MT  (+/- 180 meters Scaled)
 JZ0554
 JZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ751372(NAD 83)
 JZ0554
 JZ0554                          SUPERSEDED SURVEY CONTROL
 JZ0554
 JZ0554  NGVD 29 (??/??/92)  192.705  (m)          632.23   (f) ADJ UNCH    1 2
 JZ0554
 JZ0554.Superseded values are not recommended for survey control.
 JZ0554
 JZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0554.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0554
 JZ0554_MARKER: DB = BENCH MARK DISK
 JZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0554_STAMPING: G 1
 JZ0554_MARK LOGO: CGS
 JZ0554_PROJECTION: PROJECTING 25 CENTIMETERS
 JZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0554+STABILITY: SURFACE MOTION
 JZ0554
 JZ0554  HISTORY     - Date     Condition        Report By
 JZ0554  HISTORY     - 1917     MONUMENTED       CGS
 JZ0554  HISTORY     - 1947     GOOD             CGS
 JZ0554  HISTORY     - 1986     GOOD             NGS
 JZ0554
 JZ0554                          STATION DESCRIPTION
 JZ0554
 JZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0554'3.5 MI NW FROM GUILFORD.
 JZ0554'3.5 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ0554'THE STATION AT GUILFORD, AT BONNELL, 36.5 FEET NORTHEAST OF THE
 JZ0554'NORTHEAST RAIL, 26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JZ0554'RAILROAD SECTION TOOL HOUSE NO. 14, 12 FEET NORTHWEST OF A
 JZ0554'14-INCH APPLE TREE, 22 FEET SOUTHEAST OF THE SOUTH CORNER OF AN
 JZ0554'OLD ROCK FOUNDATION (FORMERLY RAILROAD STATION), 1 FOOT ABOVE
 JZ0554'THE TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 10
 JZ0554'INCHES.
 JZ0554
 JZ0554                          STATION RECOVERY (1986)
 JZ0554
 JZ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1514 ***********************************************************************
 JZ1514  DESIGNATION -  G 10 HNY
 JZ1514  PID         -  JZ1514
 JZ1514  STATE/COUNTY-  IN/HENRY
 JZ1514  COUNTRY     -  US
 JZ1514  USGS QUAD   -  LEWISVILLE (2019)
 JZ1514
 JZ1514                         *CURRENT SURVEY CONTROL
 JZ1514  ______________________________________________________________________
 JZ1514* NAD 83(1986) POSITION- 39 48 24.     (N) 085 21 30.     (W)   SCALED
 JZ1514* NAVD 88 ORTHO HEIGHT -   316.491 (meters)     1038.35  (feet) ADJUSTED
 JZ1514  ______________________________________________________________________
 JZ1514  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 JZ1514  DYNAMIC HEIGHT  -        316.309 (meters)     1037.76  (feet) COMP
 JZ1514  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 JZ1514
 JZ1514  VERT ORDER      -  SECOND    CLASS 0
 JZ1514
 JZ1514.The horizontal coordinates were scaled from a map and have
 JZ1514.an estimated accuracy of +/- 6 seconds.
 JZ1514
 JZ1514.The orthometric height was determined by differential leveling and
 JZ1514.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1514.in June 1991.
 JZ1514
 JZ1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1514.GEOID18 height accuracy estimate available here.
 JZ1514
 JZ1514.Click photographs - Photos may exist for this station.
 JZ1514
 JZ1514.The dynamic height is computed by dividing the NAVD 88
 JZ1514.geopotential number by the normal gravity value computed on the
 JZ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1514.degrees latitude (g = 980.6199 gals.).
 JZ1514
 JZ1514.The modeled gravity was interpolated from observed gravity values.
 JZ1514
 JZ1514;                    North         East    Units  Estimated Accuracy
 JZ1514;SPC IN E     -   506,100.      126,400.      MT  (+/- 180 meters Scaled)
 JZ1514
 JZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK405075(NAD 83)
 JZ1514
 JZ1514                          SUPERSEDED SURVEY CONTROL
 JZ1514
 JZ1514  NGVD 29 (??/??/92)  316.620  (m)         1038.78   (f) ADJ UNCH    2 0
 JZ1514
 JZ1514.Superseded values are not recommended for survey control.
 JZ1514
 JZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1514.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1514
 JZ1514_MARKER: DD = SURVEY DISK
 JZ1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1514_SP_SET: BRIDGE
 JZ1514_STAMPING: G10 HNY
 JZ1514_MARK LOGO: INHD
 JZ1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1514
 JZ1514  HISTORY     - Date     Condition        Report By
 JZ1514  HISTORY     - UNK      MONUMENTED       INHD
 JZ1514  HISTORY     - 1947     GOOD             CGS
 JZ1514
 JZ1514                          STATION DESCRIPTION
 JZ1514
 JZ1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1514'0.2 MI W FROM LEWISVILLE.
 JZ1514'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JZ1514'WITH STATE HIGHWAY 103 AT LEWISVILLE, IN THE TOP OF THE NORTHWEST
 JZ1514'WINGWALL OF A 120-FOOT CONCRETE BRIDGE OVER FLAT ROCK CREEK, 0.9
 JZ1514'FOOT NORTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 JZ1514'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1739 ***********************************************************************
 LB1739  DESIGNATION -  G 100
 LB1739  PID         -  LB1739
 LB1739  STATE/COUNTY-  IN/WARREN
 LB1739  COUNTRY     -  US
 LB1739  USGS QUAD   -  WEST LEBANON (2019)
 LB1739
 LB1739                         *CURRENT SURVEY CONTROL
 LB1739  ______________________________________________________________________
 LB1739* NAD 83(1986) POSITION- 40 21 35.     (N) 087 27 16.     (W)   SCALED
 LB1739* NAVD 88 ORTHO HEIGHT -   216.039 (meters)      708.79  (feet) ADJUSTED
 LB1739  ______________________________________________________________________
 LB1739  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 LB1739  DYNAMIC HEIGHT  -        215.931 (meters)      708.43  (feet) COMP
 LB1739  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 LB1739
 LB1739  VERT ORDER      -  SECOND    CLASS 0
 LB1739
 LB1739.The horizontal coordinates were scaled from a map and have
 LB1739.an estimated accuracy of +/- 6 seconds.
 LB1739
 LB1739.The orthometric height was determined by differential leveling and
 LB1739.adjusted by the NATIONAL GEODETIC SURVEY
 LB1739.in June 1991.
 LB1739
 LB1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1739.GEOID18 height accuracy estimate available here.
 LB1739
 LB1739.Click photographs - Photos may exist for this station.
 LB1739
 LB1739.The dynamic height is computed by dividing the NAVD 88
 LB1739.geopotential number by the normal gravity value computed on the
 LB1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1739.degrees latitude (g = 980.6199 gals.).
 LB1739
 LB1739.The modeled gravity was interpolated from observed gravity values.
 LB1739
 LB1739;                    North         East    Units  Estimated Accuracy
 LB1739;SPC IN W     -   567,530.      868,480.      MT  (+/- 180 meters Scaled)
 LB1739
 LB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614677(NAD 83)
 LB1739
 LB1739                          SUPERSEDED SURVEY CONTROL
 LB1739
 LB1739  NGVD 29 (??/??/92)  216.080  (m)          708.92   (f) ADJ UNCH    2 0
 LB1739
 LB1739.Superseded values are not recommended for survey control.
 LB1739
 LB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1739.See file dsdata.pdf to determine how the superseded data were derived.
 LB1739
 LB1739_MARKER: DB = BENCH MARK DISK
 LB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1739_STAMPING: G 100 1946
 LB1739_MARK LOGO: CGS
 LB1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1739+STABILITY: SURFACE MOTION
 LB1739
 LB1739  HISTORY     - Date     Condition        Report By
 LB1739  HISTORY     - 1946     MONUMENTED       CGS
 LB1739
 LB1739                          STATION DESCRIPTION
 LB1739
 LB1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1739'1.1 MI E FROM STEWART.
 LB1739'ABOUT 1.1 MILE EAST ALONG A GRAVEL ROAD FROM THE NEW YORK CENTRAL
 LB1739'RAILROAD STATION AT STEWART, 67 FEET NORTHWEST OF THE NORTHWEST
 LB1739'CORNER OF A WHITE HOUSE, 26 FEET SOUTH OF THE CENTER LINE OF THE
 LB1739'ROAD, 16 FEET NORTHWEST OF A 20 INCH MAPLE TREE, 1 FOOT NORTH OF
 LB1739'A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 LB1739'STAMPED G 100 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1739'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1016 ***********************************************************************
 KA1016  DESIGNATION -  G 102
 KA1016  PID         -  KA1016
 KA1016  STATE/COUNTY-  IN/PARKE
 KA1016  COUNTRY     -  US
 KA1016  USGS QUAD   -  MONTEZUMA (2019)
 KA1016
 KA1016                         *CURRENT SURVEY CONTROL
 KA1016  ______________________________________________________________________
 KA1016* NAD 83(1986) POSITION- 39 47 51.     (N) 087 22 05.     (W)   SCALED
 KA1016* NAVD 88 ORTHO HEIGHT -   157.723 (meters)      517.46  (feet) ADJUSTED
 KA1016  ______________________________________________________________________
 KA1016  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 KA1016  DYNAMIC HEIGHT  -        157.635 (meters)      517.17  (feet) COMP
 KA1016  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA1016
 KA1016  VERT ORDER      -  SECOND    CLASS 0
 KA1016
 KA1016.The horizontal coordinates were scaled from a map and have
 KA1016.an estimated accuracy of +/- 6 seconds.
 KA1016
 KA1016.The orthometric height was determined by differential leveling and
 KA1016.adjusted by the NATIONAL GEODETIC SURVEY
 KA1016.in June 1991.
 KA1016
 KA1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1016.GEOID18 height accuracy estimate available here.
 KA1016
 KA1016.Click photographs - Photos may exist for this station.
 KA1016
 KA1016.The dynamic height is computed by dividing the NAVD 88
 KA1016.geopotential number by the normal gravity value computed on the
 KA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1016.degrees latitude (g = 980.6199 gals.).
 KA1016
 KA1016.The modeled gravity was interpolated from observed gravity values.
 KA1016
 KA1016;                    North         East    Units  Estimated Accuracy
 KA1016;SPC IN W     -   505,070.      875,620.      MT  (+/- 180 meters Scaled)
 KA1016
 KA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK684053(NAD 83)
 KA1016
 KA1016                          SUPERSEDED SURVEY CONTROL
 KA1016
 KA1016  NGVD 29 (??/??/92)  157.821  (m)          517.78   (f) ADJ UNCH    2 0
 KA1016
 KA1016.Superseded values are not recommended for survey control.
 KA1016
 KA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1016.See file dsdata.pdf to determine how the superseded data were derived.
 KA1016
 KA1016_MARKER: DB = BENCH MARK DISK
 KA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1016_STAMPING: G 102 1946
 KA1016_MARK LOGO: CGS
 KA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1016+STABILITY: SURFACE MOTION
 KA1016
 KA1016  HISTORY     - Date     Condition        Report By
 KA1016  HISTORY     - 1946     MONUMENTED       CGS
 KA1016
 KA1016                          STATION DESCRIPTION
 KA1016
 KA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1016'0.5 MI NE FROM MONTEZUMA.
 KA1016'ABOUT 0.5 MILE NORTHEAST ALONG THE MONTEZUMA-BLOOMINGDALE ROAD
 KA1016'FROM THE POST OFFICE AT MONTEZUMA, AT THE EASTERN CITY LIMITS,
 KA1016'81 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 KA1016'OF A HOUSE WITH A CONCRETE PORCH, 19 FEET NORTH OF THE CENTER
 KA1016'LINE OF A PAVED ROAD, 1.7 FEET EAST OF THE SOUTHEAST FENCE CORNER
 KA1016'OF A PASTURE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KA1016'AND ABOUT 3 FEET ABOVE THE ROAD LEVEL.  A STANDARD DISK, STAMPED
 KA1016'G 102 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KA1016'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9007 ***********************************************************************
 DG9007  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9007  CBN         -  This is a Cooperative Base Network Control Station.
 DG9007  DESIGNATION -  G 103
 DG9007  PID         -  DG9007
 DG9007  STATE/COUNTY-  IN/ST JOSEPH
 DG9007  COUNTRY     -  US
 DG9007  USGS QUAD   -  SOUTH BEND WEST (2019)
 DG9007
 DG9007                         *CURRENT SURVEY CONTROL
 DG9007  ______________________________________________________________________
 DG9007* NAD 83(2011) POSITION- 41 43 37.32598(N) 086 20 09.67200(W)   ADJUSTED
 DG9007* NAD 83(2011) ELLIP HT-   213.135 (meters)        (06/27/12)   ADJUSTED
 DG9007* NAD 83(2011) EPOCH   -  2010.00
 DG9007* NAVD 88 ORTHO HEIGHT -   246.86  (meters)      809.9   (feet) GPS OBS
 DG9007  ______________________________________________________________________
 DG9007  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 DG9007  NAD 83(2011) X  -    304,659.844 (meters)                     COMP
 DG9007  NAD 83(2011) Y  - -4,757,646.663 (meters)                     COMP
 DG9007  NAD 83(2011) Z  -  4,223,166.496 (meters)                     COMP
 DG9007  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DG9007
 DG9007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9007  Standards:
 DG9007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9007  -------------------------------------------------------------------
 DG9007  NETWORK    0.37   1.25           0.16   0.14   0.64     -0.01172290
 DG9007  -------------------------------------------------------------------
 DG9007  Click here for local accuracies and other accuracy information.
 DG9007
 DG9007.The horizontal coordinates were established by GPS observations
 DG9007.and adjusted by the National Geodetic Survey in June 2012.
 DG9007
 DG9007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9007.been affixed to the stable North American tectonic plate. See 
 DG9007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9007
 DG9007.The horizontal coordinates are valid at the epoch date displayed above
 DG9007.which is a decimal equivalence of Year/Month/Day.
 DG9007
 DG9007.The orthometric height was determined by GPS observations and a
 DG9007.high-resolution geoid model using precise GPS observation and
 DG9007.processing techniques.
 DG9007
 DG9007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9007.GEOID18 height accuracy estimate available here.
 DG9007
 DG9007.Click photographs - Photos may exist for this station.
 DG9007
 DG9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9007
 DG9007.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9007
 DG9007.The ellipsoidal height was determined by GPS observations
 DG9007.and is referenced to NAD 83.
 DG9007
 DG9007. The following values were computed from the NAD 83(2011) position.
 DG9007
 DG9007;                    North         East     Units Scale Factor Converg.
 DG9007;SPC IN E     -   719,517.218    44,308.903   MT  1.00000482   -0 26 43.9
 DG9007;SPC IN E     - 2,360,616.07    145,370.13   sFT  1.00000482   -0 26 43.9
 DG9007;UTM  16      - 4,619,682.937   555,223.769   MT  0.99963753   +0 26 31.0
 DG9007
 DG9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9007!SPC IN E     -   0.99996657  x   1.00000482  =   0.99997139
 DG9007!UTM  16      -   0.99996657  x   0.99963753  =   0.99960411
 DG9007
 DG9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5522319682(NAD 83)
 DG9007
 DG9007                          SUPERSEDED SURVEY CONTROL
 DG9007
 DG9007  NAD 83(2007)-  41 43 37.32608(N)    086 20 09.67291(W) AD(2002.00) 0
 DG9007  ELLIP H (02/10/07)  213.151  (m)                       GP(2002.00)    
 DG9007  NAD 83(1997)-  41 43 37.32603(N)    086 20 09.67298(W) AD(       ) A
 DG9007  ELLIP H (01/19/05)  213.150  (m)                       GP(       ) 4 1
 DG9007  NAVD 88 (01/19/05)  246.9    (m)  GEOID03  model used  GPS OBS        
 DG9007
 DG9007.Superseded values are not recommended for survey control.
 DG9007
 DG9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9007.See file dsdata.pdf to determine how the superseded data were derived.
 DG9007
 DG9007_MARKER: DD = SURVEY DISK
 DG9007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9007_PROJECTION: FLUSH
 DG9007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9007+STABILITY: SURFACE MOTION
 DG9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9007+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 DG9007
 DG9007  HISTORY     - Date     Condition        Report By
 DG9007  HISTORY     - 20030617 MONUMENTED       IN-141
 DG9007  HISTORY     - 20060912 GOOD             CMT
 DG9007  HISTORY     - 20061113 GOOD             INDIV
 DG9007  HISTORY     - 20131021 GOOD             LFA
 DG9007  HISTORY     - 20140501 GOOD             LFA
 DG9007  HISTORY     - 20150707 GOOD             COMPDA
 DG9007  HISTORY     - 20160615 GOOD             LFA
 DG9007  HISTORY     - 20200811 GOOD             INDOT
 DG9007
 DG9007                          STATION DESCRIPTION
 DG9007
 DG9007'DESCRIBED BY ST JOSEPH COUNTY INDIANA 2003 (JM)
 DG9007'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SOUTH BEND.
 DG9007'
 DG9007'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 31 AND
 DG9007'LINCOLN WAY W ON  THE WEST-NORTHWEST SIDE OF SOUTH BEND, GO NORTH ON
 DG9007'HIGHWAY 31 FOR 1.3 MI TO THE  ENTRANCE TO TOLL PLAZA FOR 80/90 TOLL
 DG9007'ROAD.  BEAR RIGHT ON THE ENTRANCE RAMP FOR 0.25 MI  TO AN ENTRANCE TO
 DG9007'A PARKING LOT ON THE RIGHT JUST BEFORE REACHING THE TOLL BOOTHS.
 DG9007'BEAR RIGHT ON THE ENTRANCE TO THE PARKING LOT FOR ABOUT 100 FT TO THE
 DG9007'STATION ON THE  LEFT JUST BEFORE THE FIRST PARKING SLOT ON THE LEFT.
 DG9007'
 DG9007'THE STATION IS A SURVEY DISK WITH NO STAMPING AND NO LOGO SET IN THE
 DG9007'TOP OF A SEVEN INCH  CONCRETE FILLED PVC PIPE AND IS 5 FT NORTHWEST OF
 DG9007'THE NORTHWEST CURB OF THE PARKING  LOT ENTRANCE ROAD AND 7 FT
 DG9007'SOUTHWEST OF THE SOUTHWEST CURB OF THE PARKING LOT.
 DG9007
 DG9007                          STATION RECOVERY (2006)
 DG9007
 DG9007'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2006)
 DG9007
 DG9007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HEI)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2013)
 DG9007
 DG9007'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2014)
 DG9007
 DG9007'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2014 (SST)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2015)
 DG9007
 DG9007'RECOVERY NOTE BY COMPASSDATA INC 2015 (NK)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2016)
 DG9007
 DG9007'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 DG9007'RECOVERED IN GOOD CONDITION.
 DG9007
 DG9007                          STATION RECOVERY (2020)
 DG9007
 DG9007'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2020 (CHS)
 DG9007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1761 ***********************************************************************
 LB1761  DESIGNATION -  G 104
 LB1761  PID         -  LB1761
 LB1761  STATE/COUNTY-  IN/FOUNTAIN
 LB1761  COUNTRY     -  US
 LB1761  USGS QUAD   -  PERRYSVILLE (2019)
 LB1761
 LB1761                         *CURRENT SURVEY CONTROL
 LB1761  ______________________________________________________________________
 LB1761* NAD 83(1986) POSITION- 40 02 47.02   (N) 087 22 42.20   (W)   HD_HELD1
 LB1761* NAVD 88 ORTHO HEIGHT -   195.462 (meters)      641.28  (feet) ADJUSTED
 LB1761  ______________________________________________________________________
 LB1761  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 LB1761  DYNAMIC HEIGHT  -        195.360 (meters)      640.94  (feet) COMP
 LB1761  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 LB1761
 LB1761  VERT ORDER      -  SECOND    CLASS 0
 LB1761
 LB1761.The horizontal coordinates were determined by differentially corrected
 LB1761.hand held GPS observations or other comparable positioning techniques
 LB1761.and have an estimated accuracy of +/- 3 meters.
 LB1761
 LB1761.The orthometric height was determined by differential leveling and
 LB1761.adjusted by the NATIONAL GEODETIC SURVEY
 LB1761.in June 1991.
 LB1761
 LB1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1761.GEOID18 height accuracy estimate available here.
 LB1761
 LB1761.Click photographs - Photos may exist for this station.
 LB1761
 LB1761.The dynamic height is computed by dividing the NAVD 88
 LB1761.geopotential number by the normal gravity value computed on the
 LB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1761.degrees latitude (g = 980.6199 gals.).
 LB1761
 LB1761.The modeled gravity was interpolated from observed gravity values.
 LB1761
 LB1761;                    North         East    Units  Estimated Accuracy
 LB1761;SPC IN W     -   532,710.6     874,821.9     MT  (+/- 3 meters HH1 GPS) 
 LB1761
 LB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6772232975(NAD 83)
 LB1761
 LB1761                          SUPERSEDED SURVEY CONTROL
 LB1761
 LB1761  NGVD 29 (??/??/92)  195.517  (m)          641.46   (f) ADJ UNCH    2 0
 LB1761
 LB1761.Superseded values are not recommended for survey control.
 LB1761
 LB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1761.See file dsdata.pdf to determine how the superseded data were derived.
 LB1761
 LB1761_MARKER: DB = BENCH MARK DISK
 LB1761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1761_SP_SET: CULVERT HEADWALL
 LB1761_STAMPING: G 104 1946
 LB1761_MARK LOGO: CGS
 LB1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1761+STABILITY: SURFACE MOTION
 LB1761
 LB1761  HISTORY     - Date     Condition        Report By
 LB1761  HISTORY     - 1946     MONUMENTED       CGS
 LB1761
 LB1761                          STATION DESCRIPTION
 LB1761
 LB1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1761'7.8 MI NE FROM SILVERWOOD.
 LB1761'ABOUT 6.45 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTON
 LB1761'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 LB1761'SILVERWOOD, THENCE ABOUT 1.35 MILES EAST ALONG A BLACK TOP ROAD,
 LB1761'AT THE T JUNCTION OF A NORTH-SOUTH BLACK TOP ROAD, 161 FEET
 LB1761'NORTH OF THE CENTER LINE OF THE JUNCTION, 13 FEET WEST OF THE
 LB1761'CENTER LINE OF THE ROAD LEADING NORTH, AND SET IN THE TOP OF THE
 LB1761'SOUTH END OF THE WEST HEAD WALL OF A 2 FOOT CONCRETE CULVERT,
 LB1761'ABOUT 1/2 FOOT ABOVE THE ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB1761'G 104 1946.  THIS MARK MAY BE REACHED FROM THE COURT HOUSE IN
 LB1761'COVINGTON BY GOING 0.5 MILE EAST ALONG STATE HIGHWAY 34 THENCE
 LB1761'ABOUT 6.55 MILES SOUTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1365 ***********************************************************************
 ME1365  DESIGNATION -  G 105
 ME1365  PID         -  ME1365
 ME1365  STATE/COUNTY-  IN/NEWTON
 ME1365  COUNTRY     -  US
 ME1365  USGS QUAD   -  SHELBY (2019)
 ME1365
 ME1365                         *CURRENT SURVEY CONTROL
 ME1365  ______________________________________________________________________
 ME1365* NAD 83(1986) POSITION- 41 08 41.10   (N) 087 20 00.29   (W)   HD_HELD1
 ME1365* NAVD 88 ORTHO HEIGHT -   205.055 (meters)      672.75  (feet) ADJUSTED
 ME1365  ______________________________________________________________________
 ME1365  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 ME1365  DYNAMIC HEIGHT  -        204.968 (meters)      672.47  (feet) COMP
 ME1365  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 ME1365
 ME1365  VERT ORDER      -  SECOND    CLASS 0
 ME1365
 ME1365.The horizontal coordinates were determined by differentially corrected
 ME1365.hand held GPS observations or other comparable positioning techniques
 ME1365.and have an estimated accuracy of +/- 3 meters.
 ME1365
 ME1365.The orthometric height was determined by differential leveling and
 ME1365.adjusted by the NATIONAL GEODETIC SURVEY
 ME1365.in June 1991.
 ME1365
 ME1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1365.GEOID18 height accuracy estimate available here.
 ME1365
 ME1365.Click photographs - Photos may exist for this station.
 ME1365
 ME1365.The dynamic height is computed by dividing the NAVD 88
 ME1365.geopotential number by the normal gravity value computed on the
 ME1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1365.degrees latitude (g = 980.6199 gals.).
 ME1365
 ME1365.The modeled gravity was interpolated from observed gravity values.
 ME1365
 ME1365;                    North         East    Units  Estimated Accuracy
 ME1365;SPC IN W     -   654,663.1     879,006.2     MT  (+/- 3 meters HH1 GPS) 
 ME1365
 ME1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7202054879(NAD 83)
 ME1365
 ME1365                          SUPERSEDED SURVEY CONTROL
 ME1365
 ME1365  NGVD 29 (??/??/92)  205.140  (m)          673.03   (f) ADJ UNCH    2 0
 ME1365
 ME1365.Superseded values are not recommended for survey control.
 ME1365
 ME1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1365.See file dsdata.pdf to determine how the superseded data were derived.
 ME1365
 ME1365_MARKER: DB = BENCH MARK DISK
 ME1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1365_STAMPING: G 105 1946
 ME1365_MARK LOGO: CGS
 ME1365_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1365+STABILITY: SURFACE MOTION
 ME1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1365+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2020
 ME1365
 ME1365  HISTORY     - Date     Condition        Report By
 ME1365  HISTORY     - 1946     MONUMENTED       CGS
 ME1365  HISTORY     - 20081011 GOOD             GEOCAC
 ME1365  HISTORY     - 20110505 GOOD             JCLS
 ME1365  HISTORY     - 20160404 GOOD             INDOT
 ME1365  HISTORY     - 20200820 GOOD             IN-089
 ME1365
 ME1365                          STATION DESCRIPTION
 ME1365
 ME1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1365'2 MI S FROM THAYER.
 ME1365'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS ROADS
 ME1365'AT THAYER, AT THE INTERSECTION WITH STATE HIGHWAY 10, 171 FEET
 ME1365'EAST OF THE CENTER LINE OF HIGHWAY 55, 27 FEET SOUTH OF THE CENTER
 ME1365'LINE OF HIGHWAY 10, 52 FEET SOUTH AND ACROSS HIGHWAY 10 FROM POWER
 ME1365'POLE NUMBER 336-524, 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 ME1365'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 ME1365'ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME1365'PROJECTING ABOUT 4 INCHES.
 ME1365
 ME1365                          STATION RECOVERY (2008)
 ME1365
 ME1365'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1365'RECOVERED IN GOOD CONDITION.
 ME1365
 ME1365                          STATION RECOVERY (2011)
 ME1365
 ME1365'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 ME1365'RECOVERED IN GOOD CONDITION.
 ME1365
 ME1365                          STATION RECOVERY (2016)
 ME1365
 ME1365'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DLF)
 ME1365'RECOVERED IN GOOD CONDITION.
 ME1365
 ME1365                          STATION RECOVERY (2020)
 ME1365
 ME1365'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1297 ***********************************************************************
 LB1297  DESIGNATION -  G 106
 LB1297  PID         -  LB1297
 LB1297  STATE/COUNTY-  IN/NEWTON
 LB1297  COUNTRY     -  US
 LB1297  USGS QUAD   -  GOODLAND (2019)
 LB1297
 LB1297                         *CURRENT SURVEY CONTROL
 LB1297  ______________________________________________________________________
 LB1297* NAD 83(1986) POSITION- 40 46 22.     (N) 087 18 11.     (W)   SCALED
 LB1297* NAVD 88 ORTHO HEIGHT -   213.635 (meters)      700.90  (feet) ADJUSTED
 LB1297  ______________________________________________________________________
 LB1297  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LB1297  DYNAMIC HEIGHT  -        213.538 (meters)      700.58  (feet) COMP
 LB1297  MODELED GRAVITY -    980,164.7   (mgal)                       NAVD 88
 LB1297
 LB1297  VERT ORDER      -  SECOND    CLASS 0
 LB1297
 LB1297.The horizontal coordinates were scaled from a map and have
 LB1297.an estimated accuracy of +/- 6 seconds.
 LB1297
 LB1297.The orthometric height was determined by differential leveling and
 LB1297.adjusted by the NATIONAL GEODETIC SURVEY
 LB1297.in June 1991.
 LB1297
 LB1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1297.GEOID18 height accuracy estimate available here.
 LB1297
 LB1297.Click photographs - Photos may exist for this station.
 LB1297
 LB1297.The dynamic height is computed by dividing the NAVD 88
 LB1297.geopotential number by the normal gravity value computed on the
 LB1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1297.degrees latitude (g = 980.6199 gals.).
 LB1297
 LB1297.The modeled gravity was interpolated from observed gravity values.
 LB1297
 LB1297;                    North         East    Units  Estimated Accuracy
 LB1297;SPC IN W     -   613,350.      881,450.      MT  (+/- 180 meters Scaled)
 LB1297
 LB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL744135(NAD 83)
 LB1297
 LB1297                          SUPERSEDED SURVEY CONTROL
 LB1297
 LB1297  NGVD 29 (??/??/92)  213.705  (m)          701.13   (f) ADJ UNCH    2 0
 LB1297
 LB1297.Superseded values are not recommended for survey control.
 LB1297
 LB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1297.See file dsdata.pdf to determine how the superseded data were derived.
 LB1297
 LB1297_MARKER: DB = BENCH MARK DISK
 LB1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1297_SP_SET: BRIDGE
 LB1297_STAMPING: G 106 1946
 LB1297_MARK LOGO: CGS
 LB1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1297
 LB1297  HISTORY     - Date     Condition        Report By
 LB1297  HISTORY     - 1946     MONUMENTED       CGS
 LB1297
 LB1297                          STATION DESCRIPTION
 LB1297
 LB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1297'1.2 MI N FROM GOODLAND.
 LB1297'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1297'RAILROAD STATION AT GOODLAND, THENCE 0.55 MILE WEST ALONG A
 LB1297'PAVED ROAD, 0.1 MILE EAST OF THE JUNCTION WITH STATE HIGHWAY
 LB1297'55, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL
 LB1297'OF A STEEL AND CONCRETE BRIDGE, 13.5 FEET SOUTH OF THE CENTER
 LB1297'LINE OF THE ROAD, AND 0.5 FOOT BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1414 ***********************************************************************
 LB1414  DESIGNATION -  G 107
 LB1414  PID         -  LB1414
 LB1414  STATE/COUNTY-  IN/JASPER
 LB1414  COUNTRY     -  US
 LB1414  USGS QUAD   -  REMINGTON (2019)
 LB1414
 LB1414                         *CURRENT SURVEY CONTROL
 LB1414  ______________________________________________________________________
 LB1414* NAD 83(1997) POSITION- 40 51 58.15948(N) 087 14 26.32016(W)   ADJUSTED
 LB1414* NAVD 88 ORTHO HEIGHT -   199.878 (meters)      655.77  (feet) ADJUSTED
 LB1414  ______________________________________________________________________
 LB1414  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 LB1414  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LB1414  DYNAMIC HEIGHT  -        199.791 (meters)      655.48  (feet) COMP
 LB1414  MODELED GRAVITY -    980,182.1   (mgal)                       NAVD 88
 LB1414
 LB1414  HORZ ORDER      -  SECOND
 LB1414  VERT ORDER      -  SECOND    CLASS 0
 LB1414
 LB1414.The horizontal coordinates were established by classical geodetic methods
 LB1414.and adjusted by the National Geodetic Survey in May 1999.
 LB1414
 LB1414.The orthometric height was determined by differential leveling and
 LB1414.adjusted by the NATIONAL GEODETIC SURVEY
 LB1414.in June 1991.
 LB1414
 LB1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1414.GEOID18 height accuracy estimate available here.
 LB1414
 LB1414.Click photographs - Photos may exist for this station.
 LB1414
 LB1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1414
 LB1414.The dynamic height is computed by dividing the NAVD 88
 LB1414.geopotential number by the normal gravity value computed on the
 LB1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1414.degrees latitude (g = 980.6199 gals.).
 LB1414
 LB1414.The modeled gravity was interpolated from observed gravity values.
 LB1414
 LB1414. The following values were computed from the NAD 83(1997) position.
 LB1414
 LB1414;                    North         East     Units Scale Factor Converg.
 LB1414;SPC IN W     -   623,706.812   886,738.299   MT  0.99996883   -0 06 10.5
 LB1414;SPC IN W     - 2,046,278.10  2,909,240.57   sFT  0.99996883   -0 06 10.5
 LB1414;UTM  16      - 4,523,927.080   479,720.536   MT  0.99960506   -0 09 26.8
 LB1414
 LB1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1414!SPC IN W     -   0.99997388  x   0.99996883  =   0.99994271
 LB1414!UTM  16      -   0.99997388  x   0.99960506  =   0.99957895
 LB1414
 LB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7972023927(NAD 83)
 LB1414
 LB1414                          SUPERSEDED SURVEY CONTROL
 LB1414
 LB1414  NAD 83(1986)-  40 51 58.16467(N)    087 14 26.32961(W) AD(       ) 2
 LB1414  NAD 27      -  40 51 58.02850(N)    087 14 26.24280(W) AD(       ) 2
 LB1414  NGVD 29 (??/??/92)  199.959  (m)          656.03   (f) ADJ UNCH    2 0
 LB1414  NGVD 29             199.96   (m)          656.0    (f) LEVELING    3  
 LB1414
 LB1414.Superseded values are not recommended for survey control.
 LB1414
 LB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1414.See file dsdata.pdf to determine how the superseded data were derived.
 LB1414
 LB1414_MARKER: DB = BENCH MARK DISK
 LB1414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1414_SP_SET: BOX CULVERT HEADWALL
 LB1414_STAMPING: G 107 1946
 LB1414_MARK LOGO: CGS
 LB1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1414+STABILITY: SURFACE MOTION
 LB1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1414+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1414
 LB1414  HISTORY     - Date     Condition        Report By
 LB1414  HISTORY     - 1946     MONUMENTED       CGS
 LB1414  HISTORY     - 1947     GOOD             CGS
 LB1414  HISTORY     - 20120327 GOOD             IN-073
 LB1414
 LB1414                          STATION DESCRIPTION
 LB1414
 LB1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1414'2.8 MI E FROM FORESMAN.
 LB1414'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE
 LB1414'AT FORESMAN, AT THE WEST END OF A WINDING STRETCH OF HIGHWAY,
 LB1414'0.5 MILE EAST OF A CROSS ROAD AND 0.5 MILE WEST OF A CROSS ROAD,
 LB1414'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4-FOOT
 LB1414'CONCRETE BOX CULVERT, 18.5 FEET NORTH OF THE CENTER LINE OF THE
 LB1414'HIGHWAY, 16.5 FEET SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH
 LB1414'THE HIGHWAY.
 LB1414
 LB1414                          STATION RECOVERY (1947)
 LB1414
 LB1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB1414'THIS IS A TRAVERSE STATION.
 LB1414'
 LB1414'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RENSSELAER AND 8
 LB1414'MILES NORTH EAST OF GOODLAND ON THE NORTH SIDE OF STATE HIGHWAY NO.
 LB1414'16.  IT IS 19 FEET NORTH OF THE CENTER OF HIGHWAY 16 AND 12 FEET
 LB1414'SOUTH OF THE FENCELINE.  IT IS A STANDARD UNITED STATES COAST AND
 LB1414'GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 LB1414'NORTH HEADWALL OF A CONCRETE CULVERT.  THE DISK IS STAMPED G
 LB1414'107 1946.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 LB1414'STATION EGYPT AND THE DISTANCE WAS FOUND TO BE 784.183 METERS.
 LB1414'
 LB1414'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LB1414'SQUARE IN RENSSELAER, GO SOUTH ON STATE HIGHWAY 53 FOR 3.5 MILES TO
 LB1414'THE JUNCTION OF STATE HIGHWAY 16, TURN RIGHT AND GO WEST ON HIGHWAY
 LB1414'16 FOR 4.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB1414
 LB1414                          STATION RECOVERY (2012)
 LB1414
 LB1414'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1344 ***********************************************************************
 LB1344  DESIGNATION -  G 108
 LB1344  PID         -  LB1344
 LB1344  STATE/COUNTY-  IN/JASPER
 LB1344  COUNTRY     -  US
 LB1344  USGS QUAD   -  REMINGTON (2019)
 LB1344
 LB1344                         *CURRENT SURVEY CONTROL
 LB1344  ______________________________________________________________________
 LB1344* NAD 83(1986) POSITION- 40 51 04.     (N) 087 09 15.     (W)   SCALED
 LB1344* NAVD 88 ORTHO HEIGHT -   205.300 (meters)      673.56  (feet) ADJUSTED
 LB1344  ______________________________________________________________________
 LB1344  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB1344  DYNAMIC HEIGHT  -        205.209 (meters)      673.26  (feet) COMP
 LB1344  MODELED GRAVITY -    980,177.6   (mgal)                       NAVD 88
 LB1344
 LB1344  VERT ORDER      -  SECOND    CLASS 0
 LB1344
 LB1344.The horizontal coordinates were scaled from a map and have
 LB1344.an estimated accuracy of +/- 6 seconds.
 LB1344
 LB1344.The orthometric height was determined by differential leveling and
 LB1344.adjusted by the NATIONAL GEODETIC SURVEY
 LB1344.in June 1991.
 LB1344
 LB1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1344.GEOID18 height accuracy estimate available here.
 LB1344
 LB1344.Click photographs - Photos may exist for this station.
 LB1344
 LB1344.The dynamic height is computed by dividing the NAVD 88
 LB1344.geopotential number by the normal gravity value computed on the
 LB1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1344.degrees latitude (g = 980.6199 gals.).
 LB1344
 LB1344.The modeled gravity was interpolated from observed gravity values.
 LB1344
 LB1344;                    North         East    Units  Estimated Accuracy
 LB1344;SPC IN W     -   622,030.      894,030.      MT  (+/- 180 meters Scaled)
 LB1344
 LB1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870222(NAD 83)
 LB1344
 LB1344                          SUPERSEDED SURVEY CONTROL
 LB1344
 LB1344  NGVD 29 (??/??/92)  205.383  (m)          673.83   (f) ADJ UNCH    2 0
 LB1344
 LB1344.Superseded values are not recommended for survey control.
 LB1344
 LB1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1344.See file dsdata.pdf to determine how the superseded data were derived.
 LB1344
 LB1344_MARKER: DB = BENCH MARK DISK
 LB1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1344_SP_SET: CULVERT HEADWALL
 LB1344_STAMPING: G 108 1946
 LB1344_MARK LOGO: CGS
 LB1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1344+STABILITY: SURFACE MOTION
 LB1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1344+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1344
 LB1344  HISTORY     - Date     Condition        Report By
 LB1344  HISTORY     - 1946     MONUMENTED       CGS
 LB1344  HISTORY     - 1955     GOOD             CGS
 LB1344  HISTORY     - 20080808 GOOD             GEOCAC
 LB1344  HISTORY     - 20120327 GOOD             IN-073
 LB1344
 LB1344                          STATION DESCRIPTION
 LB1344
 LB1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1344'5.7 MI N FROM REMINGTON.
 LB1344'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 LB1344'WITH U.S. HIGHWAY 24 AT REMINGTON, 1.0 MILE SOUTH OF THE INTERSECTION
 LB1344'WITH STATE HIGHWAY 16, IN THE SOUTHEAST QUARTER OF A CROSS ROAD,
 LB1344'279 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 22 FEET
 LB1344'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH
 LB1344'END OF THE EAST CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT
 LB1344'AND ABOUT 1 1/2 FEET BELOW HIGHWAY LEVEL.
 LB1344
 LB1344                          STATION RECOVERY (1955)
 LB1344
 LB1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LB1344'RECOVERED IN GOOD CONDITION.
 LB1344
 LB1344                          STATION RECOVERY (2008)
 LB1344
 LB1344'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1344'RECOVERED IN GOOD CONDITION.
 LB1344
 LB1344                          STATION RECOVERY (2012)
 LB1344
 LB1344'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1076 ***********************************************************************
 LB1076  DESIGNATION -  G 109
 LB1076  PID         -  LB1076
 LB1076  STATE/COUNTY-  IN/WHITE
 LB1076  COUNTRY     -  US
 LB1076  USGS QUAD   -  FRANCESVILLE (2019)
 LB1076
 LB1076                         *CURRENT SURVEY CONTROL
 LB1076  ______________________________________________________________________
 LB1076* NAD 83(1986) POSITION- 40 53 31.     (N) 086 58 05.     (W)   SCALED
 LB1076* NAVD 88 ORTHO HEIGHT -   204.060 (meters)      669.49  (feet) ADJUSTED
 LB1076  ______________________________________________________________________
 LB1076  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB1076  DYNAMIC HEIGHT  -        203.969 (meters)      669.19  (feet) COMP
 LB1076  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 LB1076
 LB1076  VERT ORDER      -  SECOND    CLASS 0
 LB1076
 LB1076.The horizontal coordinates were scaled from a map and have
 LB1076.an estimated accuracy of +/- 6 seconds.
 LB1076
 LB1076.The orthometric height was determined by differential leveling and
 LB1076.adjusted by the NATIONAL GEODETIC SURVEY
 LB1076.in June 1991.
 LB1076
 LB1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1076.GEOID18 height accuracy estimate available here.
 LB1076
 LB1076.Click photographs - Photos may exist for this station.
 LB1076
 LB1076.The dynamic height is computed by dividing the NAVD 88
 LB1076.geopotential number by the normal gravity value computed on the
 LB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1076.degrees latitude (g = 980.6199 gals.).
 LB1076
 LB1076.The modeled gravity was interpolated from observed gravity values.
 LB1076
 LB1076;                    North         East    Units  Estimated Accuracy
 LB1076;SPC IN W     -   626,570.      909,710.      MT  (+/- 180 meters Scaled)
 LB1076
 LB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026267(NAD 83)
 LB1076
 LB1076                          SUPERSEDED SURVEY CONTROL
 LB1076
 LB1076  NGVD 29 (??/??/92)  204.152  (m)          669.79   (f) ADJ UNCH    2 0
 LB1076
 LB1076.Superseded values are not recommended for survey control.
 LB1076
 LB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1076.See file dsdata.pdf to determine how the superseded data were derived.
 LB1076
 LB1076_MARKER: DB = BENCH MARK DISK
 LB1076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1076_SP_SET: CULVERT HEADWALL
 LB1076_STAMPING: G 109 1946
 LB1076_MARK LOGO: CGS
 LB1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1076+STABILITY: SURFACE MOTION
 LB1076
 LB1076  HISTORY     - Date     Condition        Report By
 LB1076  HISTORY     - 1946     MONUMENTED       CGS
 LB1076  HISTORY     - 20140612 MARK NOT FOUND   INDOT
 LB1076
 LB1076                          STATION DESCRIPTION
 LB1076
 LB1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1076'0.2 MI S FROM LEE.
 LB1076'ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD FROM JACKS STORE AT LEE,
 LB1076'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 LB1076'OF A 6-FOOT PIPE CULVERT, 11.5 FEET WEST OF THE CENTER LINE OF
 LB1076'THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
 LB1076
 LB1076                          STATION RECOVERY (2014)
 LB1076
 LB1076'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0824 ***********************************************************************
 JA0824  DESIGNATION -  G 11
 JA0824  PID         -  JA0824
 JA0824  STATE/COUNTY-  IN/DAVIESS
 JA0824  COUNTRY     -  US
 JA0824  USGS QUAD   -  MONTGOMERY (2019)
 JA0824
 JA0824                         *CURRENT SURVEY CONTROL
 JA0824  ______________________________________________________________________
 JA0824* NAD 83(1986) POSITION- 38 39 44.     (N) 087 04 50.     (W)   SCALED
 JA0824* NAVD 88 ORTHO HEIGHT -   156.969 (meters)      514.99  (feet) ADJUSTED
 JA0824  ______________________________________________________________________
 JA0824  GEOID HEIGHT    -        -32.449 (meters)                     GEOID18
 JA0824  DYNAMIC HEIGHT  -        156.869 (meters)      514.66  (feet) COMP
 JA0824  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA0824
 JA0824  VERT ORDER      -  FIRST     CLASS II
 JA0824
 JA0824.The horizontal coordinates were scaled from a map and have
 JA0824.an estimated accuracy of +/- 6 seconds.
 JA0824
 JA0824.The orthometric height was determined by differential leveling and
 JA0824.adjusted by the NATIONAL GEODETIC SURVEY
 JA0824.in June 1991.
 JA0824
 JA0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0824.GEOID18 height accuracy estimate available here.
 JA0824
 JA0824.Click photographs - Photos may exist for this station.
 JA0824
 JA0824.The dynamic height is computed by dividing the NAVD 88
 JA0824.geopotential number by the normal gravity value computed on the
 JA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0824.degrees latitude (g = 980.6199 gals.).
 JA0824
 JA0824.The modeled gravity was interpolated from observed gravity values.
 JA0824
 JA0824;                    North         East    Units  Estimated Accuracy
 JA0824;SPC IN W     -   379,000.      900,240.      MT  (+/- 180 meters Scaled)
 JA0824
 JA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH929792(NAD 83)
 JA0824
 JA0824                          SUPERSEDED SURVEY CONTROL
 JA0824
 JA0824  NGVD 29 (??/??/92)  157.097  (m)          515.41   (f) ADJ UNCH    1 2
 JA0824
 JA0824.Superseded values are not recommended for survey control.
 JA0824
 JA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0824.See file dsdata.pdf to determine how the superseded data were derived.
 JA0824
 JA0824_MARKER: DB = BENCH MARK DISK
 JA0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0824_STAMPING: 515.462 G 11 1930
 JA0824_MARK LOGO: CGS
 JA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0824+STABILITY: SURFACE MOTION
 JA0824
 JA0824  HISTORY     - Date     Condition        Report By
 JA0824  HISTORY     - 1930     MONUMENTED       CGS
 JA0824  HISTORY     - 1965     GOOD             CGS
 JA0824  HISTORY     - 20220915 POOR             INDOT
 JA0824
 JA0824                          STATION DESCRIPTION
 JA0824
 JA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0824'2 MI W FROM MONTGOMERY.
 JA0824'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0824'THE STATION AT MONTGOMERY, IN SECTION 28, T 3 N, R 6 W, AT A
 JA0824'CROSSING OF THE RAILROAD AND A PAVED ROAD, 1 POLE WEST OF MILEPOST
 JA0824'164-20, 20 FEET SOUTH OF THE SOUTH RAIL, 85 1/2 FEET EAST OF THE
 JA0824'CENTER LINE OF THE PAVED ROAD, 185 FEET EAST OF BENCH MARK W 311,
 JA0824'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JA0824'A CONCRETE POST PROJECTING 6 INCHES.
 JA0824
 JA0824                          STATION RECOVERY (2022)
 JA0824
 JA0824'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0824'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1516 ***********************************************************************
 JZ1516  DESIGNATION -  G 11 HNY
 JZ1516  PID         -  JZ1516
 JZ1516  STATE/COUNTY-  IN/HENRY
 JZ1516  COUNTRY     -  US
 JZ1516  USGS QUAD   -  LEWISVILLE (2019)
 JZ1516
 JZ1516                         *CURRENT SURVEY CONTROL
 JZ1516  ______________________________________________________________________
 JZ1516* NAD 83(1986) POSITION- 39 48 28.     (N) 085 19 47.     (W)   SCALED
 JZ1516* NAVD 88 ORTHO HEIGHT -   329.577 (meters)     1081.29  (feet) ADJUSTED
 JZ1516  ______________________________________________________________________
 JZ1516  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 JZ1516  DYNAMIC HEIGHT  -        329.387 (meters)     1080.66  (feet) COMP
 JZ1516  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 JZ1516
 JZ1516  VERT ORDER      -  SECOND    CLASS 0
 JZ1516
 JZ1516.The horizontal coordinates were scaled from a map and have
 JZ1516.an estimated accuracy of +/- 6 seconds.
 JZ1516
 JZ1516.The orthometric height was determined by differential leveling and
 JZ1516.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1516.in June 1991.
 JZ1516
 JZ1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1516.GEOID18 height accuracy estimate available here.
 JZ1516
 JZ1516.Click photographs - Photos may exist for this station.
 JZ1516
 JZ1516.The dynamic height is computed by dividing the NAVD 88
 JZ1516.geopotential number by the normal gravity value computed on the
 JZ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1516.degrees latitude (g = 980.6199 gals.).
 JZ1516
 JZ1516.The modeled gravity was interpolated from observed gravity values.
 JZ1516
 JZ1516;                    North         East    Units  Estimated Accuracy
 JZ1516;SPC IN E     -   506,230.      128,850.      MT  (+/- 180 meters Scaled)
 JZ1516
 JZ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK429077(NAD 83)
 JZ1516
 JZ1516                          SUPERSEDED SURVEY CONTROL
 JZ1516
 JZ1516  NGVD 29 (??/??/92)  329.707  (m)         1081.71   (f) ADJ UNCH    2 0
 JZ1516
 JZ1516.Superseded values are not recommended for survey control.
 JZ1516
 JZ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1516.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1516
 JZ1516_MARKER: DD = SURVEY DISK
 JZ1516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1516_SP_SET: CULVERT HEADWALL
 JZ1516_STAMPING: G 11 HNY
 JZ1516_MARK LOGO: INHD
 JZ1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1516+STABILITY: SURFACE MOTION
 JZ1516
 JZ1516  HISTORY     - Date     Condition        Report By
 JZ1516  HISTORY     - UNK      MONUMENTED       INHD
 JZ1516  HISTORY     - 1947     GOOD             CGS
 JZ1516  HISTORY     - 20180807 MARK NOT FOUND   MCA
 JZ1516
 JZ1516                          STATION DESCRIPTION
 JZ1516
 JZ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1516'1.2 MI E FROM LEWISVILLE.
 JZ1516'ABOUT 1.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION WITH
 JZ1516'STATE HIGHWAY 103 AT LEWISVILLE, ABOUT 0.25 MILE WEST OF A SIDE
 JZ1516'ROAD LEADING NORTH, ABOUT 0.25 MILE EAST OF A SIDE ROAD LEADING
 JZ1516'SOUTH, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF AN
 JZ1516'8-FOOT CONCRETE CULVERT, 36 FEET NORTH OF THE CENTER LINE OF THE
 JZ1516'WEST-BOUND TRAFFIC LANE, 7 FEET BELOW HIGHWAY LEVEL.
 JZ1516
 JZ1516                          STATION RECOVERY (2018)
 JZ1516
 JZ1516'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1516'THE CONCRETE HAS DETERIORATED AND THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1079 ***********************************************************************
 LB1079  DESIGNATION -  G 110
 LB1079  PID         -  LB1079
 LB1079  STATE/COUNTY-  IN/PULASKI
 LB1079  COUNTRY     -  US
 LB1079  USGS QUAD   -  FRANCESVILLE (2019)
 LB1079
 LB1079                         *CURRENT SURVEY CONTROL
 LB1079  ______________________________________________________________________
 LB1079* NAD 83(1986) POSITION- 40 59 04.     (N) 086 54 37.     (W)   SCALED
 LB1079* NAVD 88 ORTHO HEIGHT -   208.180 (meters)      683.00  (feet) ADJUSTED
 LB1079  ______________________________________________________________________
 LB1079  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 LB1079  DYNAMIC HEIGHT  -        208.088 (meters)      682.70  (feet) COMP
 LB1079  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 LB1079
 LB1079  VERT ORDER      -  SECOND    CLASS 0
 LB1079
 LB1079.The horizontal coordinates were scaled from a map and have
 LB1079.an estimated accuracy of +/- 6 seconds.
 LB1079
 LB1079.The orthometric height was determined by differential leveling and
 LB1079.adjusted by the NATIONAL GEODETIC SURVEY
 LB1079.in June 1991.
 LB1079
 LB1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1079.GEOID18 height accuracy estimate available here.
 LB1079
 LB1079.Click photographs - Photos may exist for this station.
 LB1079
 LB1079.The dynamic height is computed by dividing the NAVD 88
 LB1079.geopotential number by the normal gravity value computed on the
 LB1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1079.degrees latitude (g = 980.6199 gals.).
 LB1079
 LB1079.The modeled gravity was interpolated from observed gravity values.
 LB1079
 LB1079;                    North         East    Units  Estimated Accuracy
 LB1079;SPC IN W     -   636,850.      914,560.      MT  (+/- 180 meters Scaled)
 LB1079
 LB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL075370(NAD 83)
 LB1079
 LB1079                          SUPERSEDED SURVEY CONTROL
 LB1079
 LB1079  NGVD 29 (??/??/92)  208.276  (m)          683.32   (f) ADJ UNCH    2 0
 LB1079
 LB1079.Superseded values are not recommended for survey control.
 LB1079
 LB1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1079.See file dsdata.pdf to determine how the superseded data were derived.
 LB1079
 LB1079_MARKER: DB = BENCH MARK DISK
 LB1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1079_STAMPING: G 110 1946
 LB1079_MARK LOGO: CGS
 LB1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1079+STABILITY: SURFACE MOTION
 LB1079
 LB1079  HISTORY     - Date     Condition        Report By
 LB1079  HISTORY     - 1946     MONUMENTED       CGS
 LB1079  HISTORY     - 1989     GOOD             USPSQD
 LB1079
 LB1079                          STATION DESCRIPTION
 LB1079
 LB1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1079'1.5 MI W FROM FRANCESVILLE.
 LB1079'ABOUT 1.5 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1079'FRANCESVILLE, 1.0 MILE WEST OF THE INTERSECTION WITH STATE
 LB1079'HIGHWAY 43, 1.0 MILE EAST OF THE PULASKI-JASPER COUNTY LINE, AT
 LB1079'A CROSS ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LB1079'ROAD, 37 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LB1079'18.2 FEET WEST OF A FENCE CORNER, 17.2 FEET WEST OF A POWER
 LB1079'LINE POLE, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 LB1079'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB1079
 LB1079                          STATION RECOVERY (1989)
 LB1079
 LB1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0810 ***********************************************************************
 KA0810  DESIGNATION -  G 111
 KA0810  PID         -  KA0810
 KA0810  STATE/COUNTY-  IN/BOONE
 KA0810  COUNTRY     -  US
 KA0810  USGS QUAD   -  LIZTON (2019)
 KA0810
 KA0810                         *CURRENT SURVEY CONTROL
 KA0810  ______________________________________________________________________
 KA0810* NAD 83(1986) POSITION- 39 57 50.92   (N) 086 37 10.79   (W)   HD_HELD1
 KA0810* NAVD 88 ORTHO HEIGHT -   285.079 (meters)      935.30  (feet) ADJUSTED
 KA0810  ______________________________________________________________________
 KA0810  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 KA0810  DYNAMIC HEIGHT  -        284.923 (meters)      934.78  (feet) COMP
 KA0810  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 KA0810
 KA0810  VERT ORDER      -  SECOND    CLASS 0
 KA0810
 KA0810.The horizontal coordinates were determined by differentially corrected
 KA0810.hand held GPS observations or other comparable positioning techniques
 KA0810.and have an estimated accuracy of +/- 3 meters.
 KA0810
 KA0810.The orthometric height was determined by differential leveling and
 KA0810.adjusted by the NATIONAL GEODETIC SURVEY
 KA0810.in June 1991.
 KA0810
 KA0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0810.GEOID18 height accuracy estimate available here.
 KA0810
 KA0810.Click photographs - Photos may exist for this station.
 KA0810
 KA0810.The dynamic height is computed by dividing the NAVD 88
 KA0810.geopotential number by the normal gravity value computed on the
 KA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0810.degrees latitude (g = 980.6199 gals.).
 KA0810
 KA0810.The modeled gravity was interpolated from observed gravity values.
 KA0810
 KA0810;                    North         East    Units  Estimated Accuracy
 KA0810;SPC IN W     -   523,639.5     939,614.0     MT  (+/- 3 meters HH1 GPS) 
 KA0810
 KA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3248223846(NAD 83)
 KA0810
 KA0810                          SUPERSEDED SURVEY CONTROL
 KA0810
 KA0810  NGVD 29 (??/??/92)  285.172  (m)          935.60   (f) ADJ UNCH    2 0
 KA0810
 KA0810.Superseded values are not recommended for survey control.
 KA0810
 KA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0810.See file dsdata.pdf to determine how the superseded data were derived.
 KA0810
 KA0810_MARKER: DB = BENCH MARK DISK
 KA0810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0810_SP_SET: CULVERT HEADWALL
 KA0810_STAMPING: G 111 1946
 KA0810_MARK LOGO: CGS
 KA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0810+STABILITY: SURFACE MOTION
 KA0810
 KA0810  HISTORY     - Date     Condition        Report By
 KA0810  HISTORY     - 1946     MONUMENTED       CGS
 KA0810
 KA0810                          STATION DESCRIPTION
 KA0810
 KA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0810'2 MI S FROM ADVANCE.
 KA0810'ALONG STATE HIGHWAY 75 ABOUT 2.05 MILES SOUTH OF JACKSON
 KA0810'HIGHSCHOOL BUILDING AT ADVANCE AND ABOUT 2.85 MILES NORTH OF THE
 KA0810'INTERSECTION WITH STATE HIGHWAY 34 AT JAMESTOWN, 0.15 MILE SOUTH
 KA0810'OF THE INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE
 KA0810'NORTH END OF THE EAST CONCRETE HEADWALL OF A 24-INCH CORRUGATED
 KA0810'STEEL PIPE CULVERT, 18.5 FEET EAST OF THE CENTER LINE OF THE
 KA0810'HIGHWAY AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD
 KA0810'DISK, STAMPED G 111 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0608 ***********************************************************************
 LB0608  DESIGNATION -  G 112
 LB0608  PID         -  LB0608
 LB0608  STATE/COUNTY-  IN/BOONE
 LB0608  COUNTRY     -  US
 LB0608  USGS QUAD   -  ROSSTON (2019)
 LB0608
 LB0608                         *CURRENT SURVEY CONTROL
 LB0608  ______________________________________________________________________
 LB0608* NAD 83(2011) POSITION- 40 02 27.93936(N) 086 16 11.93152(W)   NO CHECK
 LB0608* NAD 83(2011) ELLIP HT-   245.717 (meters)        (06/27/12)   NO CHECK
 LB0608* NAD 83(2011) EPOCH   -  2010.00
 LB0608* NAVD 88 ORTHO HEIGHT -   279.680 (meters)      917.58  (feet) ADJUSTED
 LB0608  ______________________________________________________________________
 LB0608  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 LB0608  NAD 83(2011) X  -    318,117.120 (meters)                     COMP
 LB0608  NAD 83(2011) Y  - -4,879,602.938 (meters)                     COMP
 LB0608  NAD 83(2011) Z  -  4,081,637.985 (meters)                     COMP
 LB0608  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 LB0608  DYNAMIC HEIGHT  -        279.524 (meters)      917.07  (feet) COMP
 LB0608  MODELED GRAVITY -    980,060.4   (mgal)                       NAVD 88
 LB0608
 LB0608  VERT ORDER      -  SECOND    CLASS 0
 LB0608
 LB0608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0608  Standards:
 LB0608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0608  -------------------------------------------------------------------
 LB0608  NETWORK    0.30   1.23           0.13   0.11   0.63     -0.34242721
 LB0608  -------------------------------------------------------------------
 LB0608  Click here for local accuracies and other accuracy information.
 LB0608
 LB0608.The horizontal coordinates were established by GPS observations
 LB0608.and adjusted by the National Geodetic Survey in June 2012.
 LB0608
 LB0608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0608.been affixed to the stable North American tectonic plate. See 
 LB0608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0608
 LB0608.The horizontal coordinates are valid at the epoch date displayed above
 LB0608.which is a decimal equivalence of Year/Month/Day.
 LB0608
 LB0608.No horizontal observational check was made to the station.
 LB0608
 LB0608.The orthometric height was determined by differential leveling and
 LB0608.adjusted by the NATIONAL GEODETIC SURVEY
 LB0608.in June 1991.
 LB0608
 LB0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0608.GEOID18 height accuracy estimate available here.
 LB0608
 LB0608.Click photographs - Photos may exist for this station.
 LB0608
 LB0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0608
 LB0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0608
 LB0608.The ellipsoidal height was determined by GPS observations
 LB0608.and is referenced to NAD 83.
 LB0608
 LB0608.The dynamic height is computed by dividing the NAVD 88
 LB0608.geopotential number by the normal gravity value computed on the
 LB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0608.degrees latitude (g = 980.6199 gals.).
 LB0608
 LB0608.The modeled gravity was interpolated from observed gravity values.
 LB0608
 LB0608. The following values were computed from the NAD 83(2011) position.
 LB0608
 LB0608;                    North         East     Units Scale Factor Converg.
 LB0608;SPC IN W     -   532,397.354   969,411.734   MT  1.00002596   +0 31 23.8
 LB0608;SPC IN W     - 1,746,706.99  3,180,478.33   sFT  1.00002596   +0 31 23.8
 LB0608;UTM  16      - 4,432,573.544   562,277.128   MT  0.99964774   +0 28 10.8
 LB0608
 LB0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0608!SPC IN W     -   0.99996145  x   1.00002596  =   0.99998741
 LB0608!UTM  16      -   0.99996145  x   0.99964774  =   0.99960921
 LB0608
 LB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6227732573(NAD 83)
 LB0608
 LB0608                          SUPERSEDED SURVEY CONTROL
 LB0608
 LB0608  NAD 83(2007)-  40 02 27.93941(N)    086 16 11.93258(W) AD(2002.00) 1
 LB0608  ELLIP H (04/02/09)  245.741  (m)                       GP(2002.00) 3 2
 LB0608  NAD 83(1997)-  40 02 27.93948(N)    086 16 11.93248(W) AD(       ) 1
 LB0608  ELLIP H (03/21/07)  245.746  (m)                       GP(       ) 3 2
 LB0608  NAVD 88             279.68   (m)          917.6    (f) LEVELING    3  
 LB0608  NGVD 29 (??/??/92)  279.787  (m)          917.93   (f) ADJ UNCH    2 0
 LB0608
 LB0608.Superseded values are not recommended for survey control.
 LB0608
 LB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0608.See file dsdata.pdf to determine how the superseded data were derived.
 LB0608
 LB0608_MARKER: DB = BENCH MARK DISK
 LB0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0608_STAMPING: G 112 1946
 LB0608_MARK LOGO: CGS
 LB0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0608+STABILITY: SURFACE MOTION
 LB0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0608+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2006
 LB0608
 LB0608  HISTORY     - Date     Condition        Report By
 LB0608  HISTORY     - 1946     MONUMENTED       CGS
 LB0608  HISTORY     - 1977     GOOD             LOCENG
 LB0608  HISTORY     - 20061217 GOOD             WOOLPT
 LB0608  HISTORY     - 20230614 MARK NOT FOUND   PICI
 LB0608
 LB0608                          STATION DESCRIPTION
 LB0608
 LB0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0608'2.2 MI W FROM JOLIETVILLE.
 LB0608'ALONG STATE HIGHWAY 32 ABOUT 2.2 MILES WEST OF THE METHODIST
 LB0608'CHURCH AT JOLIETVILLE, IN THE SOUTHEAST QUARTER OF A JUNCTION
 LB0608'WITH A SIDE ROAD LEADING SOUTH, 25 FEET SOUTH OF THE CENTER
 LB0608'LINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTER LINE OF THE SIDE
 LB0608'ROAD, 1.0 FOOT NORTH OF A FENCE LINE, 2.0 FEET NORTHEAST OF A
 LB0608'FENCE CORNER, 1.7 FOOT WEST OF A WHITE WOODEN WITNESS POST AND
 LB0608'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 112
 LB0608'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB0608'ABOVE GROUND.
 LB0608
 LB0608                          STATION RECOVERY (1977)
 LB0608
 LB0608'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0608'RECOVERED IN GOOD CONDITION.
 LB0608
 LB0608                          STATION RECOVERY (2006)
 LB0608
 LB0608'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB0608'THE STATION IS LOCATED 2.1 M (7.0 FT) NORTH OF THE NORTH MOST WOODEN
 LB0608'FENCE POST IN THE ANGLED FENCE LINE, 2.1 M (7.0 FT) WEST OF THE WEST
 LB0608'MOST WOODEN FENCE POST IN THE ANGLED FENCE LINE, AND 11.0 M (36.0 FT)
 LB0608'NORTH OF A UTILITY POLE.  RECOVERED IN GOOD CONDITION.
 LB0608
 LB0608                          STATION RECOVERY (2023)
 LB0608
 LB0608'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (DER)
 LB0608'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0885 ***********************************************************************
 LB0885  DESIGNATION -  G 113
 LB0885  PID         -  LB0885
 LB0885  STATE/COUNTY-  IN/BOONE
 LB0885  COUNTRY     -  US
 LB0885  USGS QUAD   -  THORNTOWN (2019)
 LB0885
 LB0885                         *CURRENT SURVEY CONTROL
 LB0885  ______________________________________________________________________
 LB0885* NAD 83(1986) POSITION- 40 07 44.55   (N) 086 36 34.07   (W)   HD_HELD1
 LB0885* NAVD 88 ORTHO HEIGHT -   262.250 (meters)      860.40  (feet) ADJUSTED
 LB0885  ______________________________________________________________________
 LB0885  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB0885  DYNAMIC HEIGHT  -        262.108 (meters)      859.93  (feet) COMP
 LB0885  MODELED GRAVITY -    980,078.5   (mgal)                       NAVD 88
 LB0885
 LB0885  VERT ORDER      -  SECOND    CLASS 0
 LB0885
 LB0885.The horizontal coordinates were determined by differentially corrected
 LB0885.hand held GPS observations or other comparable positioning techniques
 LB0885.and have an estimated accuracy of +/- 3 meters.
 LB0885
 LB0885.The orthometric height was determined by differential leveling and
 LB0885.adjusted by the NATIONAL GEODETIC SURVEY
 LB0885.in June 1991.
 LB0885
 LB0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0885.GEOID18 height accuracy estimate available here.
 LB0885
 LB0885.Click photographs - Photos may exist for this station.
 LB0885
 LB0885.The dynamic height is computed by dividing the NAVD 88
 LB0885.geopotential number by the normal gravity value computed on the
 LB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0885.degrees latitude (g = 980.6199 gals.).
 LB0885
 LB0885.The modeled gravity was interpolated from observed gravity values.
 LB0885
 LB0885;                    North         East    Units  Estimated Accuracy
 LB0885;SPC IN W     -   541,953.1     940,388.0     MT  (+/- 3 meters HH1 GPS) 
 LB0885
 LB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3327342152(NAD 83)
 LB0885
 LB0885                          SUPERSEDED SURVEY CONTROL
 LB0885
 LB0885  NGVD 29 (??/??/92)  262.347  (m)          860.72   (f) ADJ UNCH    2 0
 LB0885
 LB0885.Superseded values are not recommended for survey control.
 LB0885
 LB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0885.See file dsdata.pdf to determine how the superseded data were derived.
 LB0885
 LB0885_MARKER: DB = BENCH MARK DISK
 LB0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0885_SP_SET: BUILDING
 LB0885_STAMPING: G 113 1946
 LB0885_MARK LOGO: CGS
 LB0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0885+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 LB0885
 LB0885  HISTORY     - Date     Condition        Report By
 LB0885  HISTORY     - 1946     MONUMENTED       CGS
 LB0885  HISTORY     - 1977     GOOD             LOCENG
 LB0885  HISTORY     - 20050526 GOOD             HANPRO
 LB0885
 LB0885                          STATION DESCRIPTION
 LB0885
 LB0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0885'AT THORNTOWN.
 LB0885'AT THE FIRST PRESBYTERIAN CHURCH AT THORNTOWN, SET VERTICALLY
 LB0885'IN THE EAST FACE OF THE SOUTHEAST CORNER OF THE BUILDING, 3.9
 LB0885'FEET NORTH OF THE CORNER, AND ABOUT 2.3 FEET ABOVE THE GROUND.
 LB0885'A STANDARD DISK, STAMPED G 113 1946.
 LB0885
 LB0885                          STATION RECOVERY (1977)
 LB0885
 LB0885'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0885'RECOVERED IN GOOD CONDITION.
 LB0885
 LB0885                          STATION RECOVERY (2005)
 LB0885
 LB0885'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 LB0885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0641 ***********************************************************************
 LB0641  DESIGNATION -  G 114
 LB0641  PID         -  LB0641
 LB0641  STATE/COUNTY-  IN/BOONE
 LB0641  COUNTRY     -  US
 LB0641  USGS QUAD   -  MECHANICSBURG (2019)
 LB0641
 LB0641                         *CURRENT SURVEY CONTROL
 LB0641  ______________________________________________________________________
 LB0641* NAD 83(1986) POSITION- 40 08 29.69   (N) 086 29 00.61   (W)   HD_HELD1
 LB0641* NAVD 88 ORTHO HEIGHT -   275.191 (meters)      902.86  (feet) ADJUSTED
 LB0641  ______________________________________________________________________
 LB0641  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 LB0641  DYNAMIC HEIGHT  -        275.041 (meters)      902.36  (feet) COMP
 LB0641  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LB0641
 LB0641  VERT ORDER      -  SECOND    CLASS 0
 LB0641
 LB0641.The horizontal coordinates were determined by differentially corrected
 LB0641.hand held GPS observations or other comparable positioning techniques
 LB0641.and have an estimated accuracy of +/- 3 meters.
 LB0641
 LB0641.The orthometric height was determined by differential leveling and
 LB0641.adjusted by the NATIONAL GEODETIC SURVEY
 LB0641.in June 1991.
 LB0641
 LB0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0641.GEOID18 height accuracy estimate available here.
 LB0641
 LB0641.Click photographs - Photos may exist for this station.
 LB0641
 LB0641.The dynamic height is computed by dividing the NAVD 88
 LB0641.geopotential number by the normal gravity value computed on the
 LB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0641.degrees latitude (g = 980.6199 gals.).
 LB0641
 LB0641.The modeled gravity was interpolated from observed gravity values.
 LB0641
 LB0641;                    North         East    Units  Estimated Accuracy
 LB0641;SPC IN W     -   543,410.1     951,114.4     MT  (+/- 3 meters HH1 GPS) 
 LB0641
 LB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4399643599(NAD 83)
 LB0641
 LB0641                          SUPERSEDED SURVEY CONTROL
 LB0641
 LB0641  NGVD 29 (??/??/92)  275.292  (m)          903.19   (f) ADJ UNCH    2 0
 LB0641
 LB0641.Superseded values are not recommended for survey control.
 LB0641
 LB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0641.See file dsdata.pdf to determine how the superseded data were derived.
 LB0641
 LB0641_MARKER: DB = BENCH MARK DISK
 LB0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0641_STAMPING: G 114 1946
 LB0641_MARK LOGO: CGS
 LB0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0641+STABILITY: SURFACE MOTION
 LB0641
 LB0641  HISTORY     - Date     Condition        Report By
 LB0641  HISTORY     - 1946     MONUMENTED       CGS
 LB0641
 LB0641                          STATION DESCRIPTION
 LB0641
 LB0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0641'1.2 MI S FROM MECHANICSBURG.
 LB0641'ALONG STATE HIGHWAY 39 ABOUT 1.25 MILES SOUTH OF THE BANK
 LB0641'BUILDING AT MECHANICSBURG, 24 FEET WEST OF THE CENTER LINE
 LB0641'OF THE HIGHWAY, 76 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 LB0641'TO FRANK HENDERSONS FARM HOUSE, 90 FEET SOUTHEAST OF THE
 LB0641'SOUTHEAST CORNER OF THE HOUSE, 44 FEET NORTH OF POWER LINE POLE
 LB0641'NUMBER B 9-18, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST AND
 LB0641'ABOUT 1 FOOT HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 LB0641'STAMPED G 114 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0641'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0101 ***********************************************************************
 LB0101  DESIGNATION -  G 115
 LB0101  PID         -  LB0101
 LB0101  STATE/COUNTY-  IN/CASS
 LB0101  COUNTRY     -  US
 LB0101  USGS QUAD   -  GALVESTON (2019)
 LB0101
 LB0101                         *CURRENT SURVEY CONTROL
 LB0101  ______________________________________________________________________
 LB0101* NAD 83(1986) POSITION- 40 36 46.     (N) 086 13 45.     (W)   SCALED
 LB0101* NAVD 88 ORTHO HEIGHT -   236.751 (meters)      776.74  (feet) ADJUSTED
 LB0101  ______________________________________________________________________
 LB0101  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LB0101  DYNAMIC HEIGHT  -        236.633 (meters)      776.35  (feet) COMP
 LB0101  MODELED GRAVITY -    980,121.2   (mgal)                       NAVD 88
 LB0101
 LB0101  VERT ORDER      -  SECOND    CLASS 0
 LB0101
 LB0101.The horizontal coordinates were scaled from a map and have
 LB0101.an estimated accuracy of +/- 6 seconds.
 LB0101
 LB0101.The orthometric height was determined by differential leveling and
 LB0101.adjusted by the NATIONAL GEODETIC SURVEY
 LB0101.in June 1991.
 LB0101
 LB0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0101.GEOID18 height accuracy estimate available here.
 LB0101
 LB0101.Click photographs - Photos may exist for this station.
 LB0101
 LB0101.The dynamic height is computed by dividing the NAVD 88
 LB0101.geopotential number by the normal gravity value computed on the
 LB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0101.degrees latitude (g = 980.6199 gals.).
 LB0101
 LB0101.The modeled gravity was interpolated from observed gravity values.
 LB0101
 LB0101;                    North         East    Units  Estimated Accuracy
 LB0101;SPC IN E     -   595,710.       52,400.      MT  (+/- 180 meters Scaled)
 LB0101
 LB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK652960(NAD 83)
 LB0101
 LB0101                          SUPERSEDED SURVEY CONTROL
 LB0101
 LB0101  NGVD 29 (??/??/92)  236.869  (m)          777.13   (f) ADJ UNCH    2 0
 LB0101
 LB0101.Superseded values are not recommended for survey control.
 LB0101
 LB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0101.See file dsdata.pdf to determine how the superseded data were derived.
 LB0101
 LB0101_MARKER: DB = BENCH MARK DISK
 LB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0101_STAMPING: G 115 1946
 LB0101_MARK LOGO: CGS
 LB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0101+STABILITY: SURFACE MOTION
 LB0101
 LB0101  HISTORY     - Date     Condition        Report By
 LB0101  HISTORY     - 1946     MONUMENTED       CGS
 LB0101
 LB0101                          STATION DESCRIPTION
 LB0101
 LB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0101'1 MI W FROM LINCOLN.
 LB0101'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE GRAIN ELEVATOR
 LB0101'AT LINCOLN, AT A FIELD ENTRANCE ROAD LEADING NORTH, 15.5 FEET
 LB0101'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET EAST OF THE
 LB0101'CENTER LINE OF THE FIELD ENTRANCE ROAD, 7.5 FEET EAST OF A GATE
 LB0101'POST, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 1 1/2
 LB0101'FOOT WEST OF A WHITE WOODEN WITNESS POST, 3 FEET EAST OF A T
 LB0101'FENCE CORNER, AND ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD
 LB0101'DISK, STAMPED G 115 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0101'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0321 ***********************************************************************
 LB0321  DESIGNATION -  G 116
 LB0321  PID         -  LB0321
 LB0321  STATE/COUNTY-  IN/CLINTON
 LB0321  COUNTRY     -  US
 LB0321  USGS QUAD   -  BURLINGTON (2019)
 LB0321
 LB0321                         *CURRENT SURVEY CONTROL
 LB0321  ______________________________________________________________________
 LB0321* NAD 83(1986) POSITION- 40 24 58.     (N) 086 23 33.     (W)   SCALED
 LB0321* NAVD 88 ORTHO HEIGHT -   249.096 (meters)      817.24  (feet) ADJUSTED
 LB0321  ______________________________________________________________________
 LB0321  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 LB0321  DYNAMIC HEIGHT  -        248.966 (meters)      816.82  (feet) COMP
 LB0321  MODELED GRAVITY -    980,097.7   (mgal)                       NAVD 88
 LB0321
 LB0321  VERT ORDER      -  SECOND    CLASS 0
 LB0321
 LB0321.The horizontal coordinates were scaled from a map and have
 LB0321.an estimated accuracy of +/- 6 seconds.
 LB0321
 LB0321.The orthometric height was determined by differential leveling and
 LB0321.adjusted by the NATIONAL GEODETIC SURVEY
 LB0321.in June 1991.
 LB0321
 LB0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0321.GEOID18 height accuracy estimate available here.
 LB0321
 LB0321.Click photographs - Photos may exist for this station.
 LB0321
 LB0321.The dynamic height is computed by dividing the NAVD 88
 LB0321.geopotential number by the normal gravity value computed on the
 LB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0321.degrees latitude (g = 980.6199 gals.).
 LB0321
 LB0321.The modeled gravity was interpolated from observed gravity values.
 LB0321
 LB0321;                    North         East    Units  Estimated Accuracy
 LB0321;SPC IN W     -   573,950.      958,630.      MT  (+/- 180 meters Scaled)
 LB0321
 LB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515741(NAD 83)
 LB0321
 LB0321                          SUPERSEDED SURVEY CONTROL
 LB0321
 LB0321  NGVD 29 (??/??/92)  249.204  (m)          817.60   (f) ADJ UNCH    2 0
 LB0321
 LB0321.Superseded values are not recommended for survey control.
 LB0321
 LB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0321.See file dsdata.pdf to determine how the superseded data were derived.
 LB0321
 LB0321_MARKER: DB = BENCH MARK DISK
 LB0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0321_SP_SET: BRIDGE WINGWALL
 LB0321_STAMPING: G 116 1946
 LB0321_MARK LOGO: CGS
 LB0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0321
 LB0321  HISTORY     - Date     Condition        Report By
 LB0321  HISTORY     - 1946     MONUMENTED       CGS
 LB0321
 LB0321                          STATION DESCRIPTION
 LB0321
 LB0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0321'AT MIDDLE FORK.
 LB0321'AT MIDDLE FORK, ABOUT 30 YARDS NORTH OF THE INTERSECTION OF STATE
 LB0321'HIGHWAYS 29 AND 26, SET IN THE TOP OF THE NORTHEAST CONCRETE
 LB0321'WINGWALL OF A SINGLE-SPAN STEEL TRUSS BRIDGE OVER ROCK CREEK, 13
 LB0321'FEET EAST OF THE CENTER LINE OF HIGHWAY 29 AND ABOUT LEVEL WITH
 LB0321'THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED G 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0382 ***********************************************************************
 LB0382  DESIGNATION -  G 117
 LB0382  PID         -  LB0382
 LB0382  STATE/COUNTY-  IN/CARROLL
 LB0382  COUNTRY     -  US
 LB0382  USGS QUAD   -  BURLINGTON (2019)
 LB0382
 LB0382                         *CURRENT SURVEY CONTROL
 LB0382  ______________________________________________________________________
 LB0382* NAD 83(1986) POSITION- 40 28 28.     (N) 086 28 13.     (W)   SCALED
 LB0382* NAVD 88 ORTHO HEIGHT -   220.374 (meters)      723.01  (feet) ADJUSTED
 LB0382  ______________________________________________________________________
 LB0382  GEOID HEIGHT    -        -34.204 (meters)                     GEOID18
 LB0382  DYNAMIC HEIGHT  -        220.261 (meters)      722.64  (feet) COMP
 LB0382  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 LB0382
 LB0382  VERT ORDER      -  SECOND    CLASS 0
 LB0382
 LB0382.The horizontal coordinates were scaled from a map and have
 LB0382.an estimated accuracy of +/- 6 seconds.
 LB0382
 LB0382.The orthometric height was determined by differential leveling and
 LB0382.adjusted by the NATIONAL GEODETIC SURVEY
 LB0382.in June 1991.
 LB0382
 LB0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0382.GEOID18 height accuracy estimate available here.
 LB0382
 LB0382.Click photographs - Photos may exist for this station.
 LB0382
 LB0382.The dynamic height is computed by dividing the NAVD 88
 LB0382.geopotential number by the normal gravity value computed on the
 LB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0382.degrees latitude (g = 980.6199 gals.).
 LB0382
 LB0382.The modeled gravity was interpolated from observed gravity values.
 LB0382
 LB0382;                    North         East    Units  Estimated Accuracy
 LB0382;SPC IN W     -   580,380.      951,990.      MT  (+/- 180 meters Scaled)
 LB0382
 LB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK449805(NAD 83)
 LB0382
 LB0382                          SUPERSEDED SURVEY CONTROL
 LB0382
 LB0382  NGVD 29 (??/??/92)  220.484  (m)          723.37   (f) ADJ UNCH    2 0
 LB0382
 LB0382.Superseded values are not recommended for survey control.
 LB0382
 LB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0382.See file dsdata.pdf to determine how the superseded data were derived.
 LB0382
 LB0382_MARKER: DB = BENCH MARK DISK
 LB0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0382_SP_SET: CULVERT HEADWALL
 LB0382_STAMPING: G 117 1946
 LB0382_MARK LOGO: CGS
 LB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0382+STABILITY: SURFACE MOTION
 LB0382
 LB0382  HISTORY     - Date     Condition        Report By
 LB0382  HISTORY     - 1946     MONUMENTED       CGS
 LB0382
 LB0382                          STATION DESCRIPTION
 LB0382
 LB0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0382'2.8 MI E FROM CUTLER.
 LB0382'ABOUT 2.8 MILES EAST ALONG THE BURLINGTON-CUTLER ROAD FROM THE
 LB0382'HIGH SCHOOL BUILDING AT CUTLER, 0.1 MILE WEST OF THE JUNCTION
 LB0382'WITH A GRAVEL ROAD LEADING SOUTH, BETWEEN TWO STEEP HILLS, ABOUT
 LB0382'100 FEET WEST OF THE ENTRANCE TO THE EVERT SMITH FARM, SET IN
 LB0382'THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A LARGE STONE AND
 LB0382'CONCRETE CULVERT OVER A SMALL STREAM, 16 FEET NORTH OF THE
 LB0382'CENTER LINE OF THE ROAD, AND ABOUT 0.5 FOOT BELOW ROAD LEVEL.  A
 LB0382'STANDARD DISK, STAMPED G 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0969 ***********************************************************************
 LB0969  DESIGNATION -  G 118
 LB0969  PID         -  LB0969
 LB0969  STATE/COUNTY-  IN/CARROLL
 LB0969  COUNTRY     -  US
 LB0969  USGS QUAD   -  ROSSVILLE (2019)
 LB0969
 LB0969                         *CURRENT SURVEY CONTROL
 LB0969  ______________________________________________________________________
 LB0969* NAD 83(1986) POSITION- 40 29 21.     (N) 086 32 20.     (W)   SCALED
 LB0969* NAVD 88 ORTHO HEIGHT -   222.022 (meters)      728.42  (feet) ADJUSTED
 LB0969  ______________________________________________________________________
 LB0969  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 LB0969  DYNAMIC HEIGHT  -        221.910 (meters)      728.05  (feet) COMP
 LB0969  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 LB0969
 LB0969  VERT ORDER      -  SECOND    CLASS 0
 LB0969
 LB0969.The horizontal coordinates were scaled from a map and have
 LB0969.an estimated accuracy of +/- 6 seconds.
 LB0969
 LB0969.The orthometric height was determined by differential leveling and
 LB0969.adjusted by the NATIONAL GEODETIC SURVEY
 LB0969.in June 1991.
 LB0969
 LB0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0969.GEOID18 height accuracy estimate available here.
 LB0969
 LB0969.Click photographs - Photos may exist for this station.
 LB0969
 LB0969.The dynamic height is computed by dividing the NAVD 88
 LB0969.geopotential number by the normal gravity value computed on the
 LB0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0969.degrees latitude (g = 980.6199 gals.).
 LB0969
 LB0969.The modeled gravity was interpolated from observed gravity values.
 LB0969
 LB0969;                    North         East    Units  Estimated Accuracy
 LB0969;SPC IN W     -   581,980.      946,160.      MT  (+/- 180 meters Scaled)
 LB0969
 LB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390821(NAD 83)
 LB0969
 LB0969                          SUPERSEDED SURVEY CONTROL
 LB0969
 LB0969  NGVD 29 (??/??/92)  222.131  (m)          728.77   (f) ADJ UNCH    2 0
 LB0969
 LB0969.Superseded values are not recommended for survey control.
 LB0969
 LB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0969.See file dsdata.pdf to determine how the superseded data were derived.
 LB0969
 LB0969_MARKER: DB = BENCH MARK DISK
 LB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0969_STAMPING: G 118 1946
 LB0969_MARK LOGO: CGS
 LB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0969+STABILITY: SURFACE MOTION
 LB0969
 LB0969  HISTORY     - Date     Condition        Report By
 LB0969  HISTORY     - 1946     MONUMENTED       CGS
 LB0969
 LB0969                          STATION DESCRIPTION
 LB0969
 LB0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0969'1.7 MI N FROM CUTLER.
 LB0969'ABOUT 1.7 MILE NORTH ALONG THE CUTLER-FLORA ROAD FROM THE HIGH
 LB0969'SCHOOL BUILDING AT CUTLER, IN THE NORTHEAST QUARTER OF A ROAD
 LB0969'INTERSECTION, 25 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB0969'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.5
 LB0969'FEET EAST OF A GATE POST, 51 FEET NORTHEAST AND ACROSS THE
 LB0969'EAST-WEST ROAD FROM A 40-INCH OAK TREE, 1 FOOT SOUTH OF A FENCE
 LB0969'LINE AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE INTERSECTION.
 LB0969'A STANDARD DISK, STAMPED G 118 1946 AND SET IN THE TOP OF A
 LB0969'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0691 ***********************************************************************
 LB0691  DESIGNATION -  G 119
 LB0691  PID         -  LB0691
 LB0691  STATE/COUNTY-  IN/CARROLL
 LB0691  COUNTRY     -  US
 LB0691  USGS QUAD   -  PYRMONT (2019)
 LB0691
 LB0691                         *CURRENT SURVEY CONTROL
 LB0691  ______________________________________________________________________
 LB0691* NAD 83(1986) POSITION- 40 27 54.     (N) 086 38 12.     (W)   SCALED
 LB0691* NAVD 88 ORTHO HEIGHT -   197.473 (meters)      647.88  (feet) ADJUSTED
 LB0691  ______________________________________________________________________
 LB0691  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0691  DYNAMIC HEIGHT  -        197.374 (meters)      647.55  (feet) COMP
 LB0691  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LB0691
 LB0691  VERT ORDER      -  SECOND    CLASS 0
 LB0691
 LB0691.The horizontal coordinates were scaled from a map and have
 LB0691.an estimated accuracy of +/- 6 seconds.
 LB0691
 LB0691.The orthometric height was determined by differential leveling and
 LB0691.adjusted by the NATIONAL GEODETIC SURVEY
 LB0691.in June 1991.
 LB0691
 LB0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0691.GEOID18 height accuracy estimate available here.
 LB0691
 LB0691.Click photographs - Photos may exist for this station.
 LB0691
 LB0691.The dynamic height is computed by dividing the NAVD 88
 LB0691.geopotential number by the normal gravity value computed on the
 LB0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0691.degrees latitude (g = 980.6199 gals.).
 LB0691
 LB0691.The modeled gravity was interpolated from observed gravity values.
 LB0691
 LB0691;                    North         East    Units  Estimated Accuracy
 LB0691;SPC IN W     -   579,250.      937,880.      MT  (+/- 180 meters Scaled)
 LB0691
 LB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK308794(NAD 83)
 LB0691
 LB0691                          SUPERSEDED SURVEY CONTROL
 LB0691
 LB0691  NGVD 29 (??/??/92)  197.581  (m)          648.23   (f) ADJ UNCH    2 0
 LB0691
 LB0691.Superseded values are not recommended for survey control.
 LB0691
 LB0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0691.See file dsdata.pdf to determine how the superseded data were derived.
 LB0691
 LB0691_MARKER: DB = BENCH MARK DISK
 LB0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0691_SP_SET: BRIDGE RAILING
 LB0691_STAMPING: G 119 1946
 LB0691_MARK LOGO: CGS
 LB0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0691
 LB0691  HISTORY     - Date     Condition        Report By
 LB0691  HISTORY     - 1946     MONUMENTED       CGS
 LB0691
 LB0691                          STATION DESCRIPTION
 LB0691
 LB0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0691'4.1 MI NW FROM ROSSVILLE.
 LB0691'ABOUT 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0691'OFFICE AT ROSSVILLE, SET IN THE TOP OF THE NORTH END OF THE WEST
 LB0691'CONCRETE RAILING AT THE NORTH END OF A LARGE STEEL BRIDGE OVER
 LB0691'WILDCAT CREEK, 14.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LB0691'AND ABOUT 3.6 FEET ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0691'G 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0692 ***********************************************************************
 LB0692  DESIGNATION -  G 119 RESET
 LB0692  PID         -  LB0692
 LB0692  STATE/COUNTY-  IN/CARROLL
 LB0692  COUNTRY     -  US
 LB0692  USGS QUAD   -  PYRMONT (2019)
 LB0692
 LB0692                         *CURRENT SURVEY CONTROL
 LB0692  ______________________________________________________________________
 LB0692* NAD 83(1986) POSITION- 40 27 54.     (N) 086 38 12.     (W)   SCALED
 LB0692* NAVD 88 ORTHO HEIGHT -   196.70  (meters)      645.3   (feet) RESET
 LB0692  ______________________________________________________________________
 LB0692  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0692  VERT ORDER      -  THIRD
 LB0692
 LB0692.The horizontal coordinates were scaled from a map and have
 LB0692.an estimated accuracy of +/- 6 seconds.
 LB0692
 LB0692.The orthometric height was computed from unverified reset data.
 LB0692
 LB0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0692.GEOID18 height accuracy estimate available here.
 LB0692
 LB0692.Click photographs - Photos may exist for this station.
 LB0692
 LB0692;                    North         East    Units  Estimated Accuracy
 LB0692;SPC IN W     -   579,250.      937,880.      MT  (+/- 180 meters Scaled)
 LB0692
 LB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK308794(NAD 83)
 LB0692
 LB0692                          SUPERSEDED SURVEY CONTROL
 LB0692
 LB0692  NGVD 29 (??/??/??)  196.81   (m)          645.7    (f) RESET       3  
 LB0692
 LB0692.Superseded values are not recommended for survey control.
 LB0692
 LB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0692.See file dsdata.pdf to determine how the superseded data were derived.
 LB0692
 LB0692_MARKER: DB = BENCH MARK DISK
 LB0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0692_SP_SET: BRIDGE WINGWALL
 LB0692_STAMPING: G 119 RESET 1970
 LB0692_MARK LOGO: CGS
 LB0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0692
 LB0692  HISTORY     - Date     Condition        Report By
 LB0692  HISTORY     - 1970     MONUMENTED       INHD
 LB0692  HISTORY     - 20090327 GOOD             INDOT
 LB0692
 LB0692                          STATION DESCRIPTION
 LB0692
 LB0692'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1970
 LB0692'4.1 MI NW FROM ROSSVILLE.
 LB0692'ABOUT 4.1 MILES NORTHWEST OF THE INTERSECTION OF STATE ROADS 26
 LB0692'AND 39 AT ROSSVILLE, ON STATE ROAD 39 (U.S. HIGHWAY 421), SET IN
 LB0692'THE NORTHWEST WINGWALL OF A 4-SPAN CONT. C.P. CONCRETE BOX BEAM
 LB0692'BRIDGE OVER WILD CAT CREEK, 24 FEET WEST OF THE CENTER LINE OF THE
 LB0692'HIGHWAY AND 0.8 FOOT ABOVE THE BOTTOM OF THE CURB.
 LB0692
 LB0692                          STATION RECOVERY (2009)
 LB0692
 LB0692'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0692'RECOVERED AS DESCRIBED (IN NW CORNER) ALSO BRIDGE HAS BEEN RE-HABBED/
 LB0692'NEW HAND RAILS,ETC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0901 ***********************************************************************
 JA0901  DESIGNATION -  G 12
 JA0901  PID         -  JA0901
 JA0901  STATE/COUNTY-  IN/DAVIESS
 JA0901  COUNTRY     -  US
 JA0901  USGS QUAD   -  PLAINVILLE (2019)
 JA0901
 JA0901                         *CURRENT SURVEY CONTROL
 JA0901  ______________________________________________________________________
 JA0901* NAD 83(1986) POSITION- 38 45 32.45   (N) 087 11 17.88   (W)   HD_HELD1
 JA0901* NAVD 88 ORTHO HEIGHT -   137.788 (meters)      452.06  (feet) ADJUSTED
 JA0901  ______________________________________________________________________
 JA0901  GEOID HEIGHT    -        -32.367 (meters)                     GEOID18
 JA0901  DYNAMIC HEIGHT  -        137.701 (meters)      451.77  (feet) COMP
 JA0901  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 JA0901
 JA0901  VERT ORDER      -  FIRST     CLASS II
 JA0901
 JA0901.The horizontal coordinates were determined by differentially corrected
 JA0901.hand held GPS observations or other comparable positioning techniques
 JA0901.and have an estimated accuracy of +/- 3 meters.
 JA0901
 JA0901.The orthometric height was determined by differential leveling and
 JA0901.adjusted by the NATIONAL GEODETIC SURVEY
 JA0901.in June 1991.
 JA0901
 JA0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0901.GEOID18 height accuracy estimate available here.
 JA0901
 JA0901.Click photographs - Photos may exist for this station.
 JA0901
 JA0901.The dynamic height is computed by dividing the NAVD 88
 JA0901.geopotential number by the normal gravity value computed on the
 JA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0901.degrees latitude (g = 980.6199 gals.).
 JA0901
 JA0901.The modeled gravity was interpolated from observed gravity values.
 JA0901
 JA0901;                    North         East    Units  Estimated Accuracy
 JA0901;SPC IN W     -   389,749.8     890,876.7     MT  (+/- 3 meters HH1 GPS) 
 JA0901
 JA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8363990051(NAD 83)
 JA0901
 JA0901                          SUPERSEDED SURVEY CONTROL
 JA0901
 JA0901  NGVD 29 (??/??/92)  137.928  (m)          452.52   (f) ADJ UNCH    1 2
 JA0901
 JA0901.Superseded values are not recommended for survey control.
 JA0901
 JA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0901.See file dsdata.pdf to determine how the superseded data were derived.
 JA0901
 JA0901_MARKER: DB = BENCH MARK DISK
 JA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0901_STAMPING: 452.519 G 12 1930
 JA0901_MARK LOGO: CGS
 JA0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0901+STABILITY: SURFACE MOTION
 JA0901
 JA0901  HISTORY     - Date     Condition        Report By
 JA0901  HISTORY     - 1930     MONUMENTED       CGS
 JA0901  HISTORY     - 1934     GOOD             CGS
 JA0901  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0901
 JA0901                          STATION DESCRIPTION
 JA0901
 JA0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0901'3.8 MI S FROM PLAINVILLE.
 JA0901'ABOUT 3-3/4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA0901'PLAINSVILLE, DAVIESS COUNTY, ABOUT 1 MILE NORTH OF THE GRAIN
 JA0901'ELEVATOR AT HYATT, ABOUT 1/2 MILE NORTH OF MILEPOST 72, 0.1 MILE
 JA0901'WEST OF A CROSSROADS, AT AN EAST-AND-WEST GRAVEL-ROAD CROSSING,
 JA0901'33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 26.6 FEET WEST
 JA0901'OF THE WEST RAIL.  A STANDARD DISK, STAMPED 452.519 G 12 1930
 JA0901'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-1/2 INCHES
 JA0901'ABOVE GROUND.
 JA0901
 JA0901                          STATION RECOVERY (1985)
 JA0901
 JA0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1521 ***********************************************************************
 JZ1521  DESIGNATION -  G 12 HNY
 JZ1521  PID         -  JZ1521
 JZ1521  STATE/COUNTY-  IN/HENRY
 JZ1521  COUNTRY     -  US
 JZ1521  USGS QUAD   -  LEWISVILLE (2019)
 JZ1521
 JZ1521                         *CURRENT SURVEY CONTROL
 JZ1521  ______________________________________________________________________
 JZ1521* NAD 83(1986) POSITION- 39 48 34.     (N) 085 18 03.     (W)   SCALED
 JZ1521* NAVD 88 ORTHO HEIGHT -   328.511 (meters)     1077.79  (feet) ADJUSTED
 JZ1521  ______________________________________________________________________
 JZ1521  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 JZ1521  DYNAMIC HEIGHT  -        328.320 (meters)     1077.16  (feet) COMP
 JZ1521  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 JZ1521
 JZ1521  VERT ORDER      -  SECOND    CLASS 0
 JZ1521
 JZ1521.The horizontal coordinates were scaled from a map and have
 JZ1521.an estimated accuracy of +/- 6 seconds.
 JZ1521
 JZ1521.The orthometric height was determined by differential leveling and
 JZ1521.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1521.in June 1991.
 JZ1521
 JZ1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1521.GEOID18 height accuracy estimate available here.
 JZ1521
 JZ1521.Click photographs - Photos may exist for this station.
 JZ1521
 JZ1521.The dynamic height is computed by dividing the NAVD 88
 JZ1521.geopotential number by the normal gravity value computed on the
 JZ1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1521.degrees latitude (g = 980.6199 gals.).
 JZ1521
 JZ1521.The modeled gravity was interpolated from observed gravity values.
 JZ1521
 JZ1521;                    North         East    Units  Estimated Accuracy
 JZ1521;SPC IN E     -   506,420.      131,330.      MT  (+/- 180 meters Scaled)
 JZ1521
 JZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK454079(NAD 83)
 JZ1521
 JZ1521                          SUPERSEDED SURVEY CONTROL
 JZ1521
 JZ1521  NGVD 29 (??/??/92)  328.640  (m)         1078.21   (f) ADJ UNCH    2 0
 JZ1521
 JZ1521.Superseded values are not recommended for survey control.
 JZ1521
 JZ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1521.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1521
 JZ1521_MARKER: DD = SURVEY DISK
 JZ1521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1521_SP_SET: CULVERT HEADWALL
 JZ1521_STAMPING: G 12 HNY
 JZ1521_MARK LOGO: INHD
 JZ1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1521+STABILITY: SURFACE MOTION
 JZ1521
 JZ1521  HISTORY     - Date     Condition        Report By
 JZ1521  HISTORY     - UNK      MONUMENTED       INHD
 JZ1521  HISTORY     - 1947     GOOD             CGS
 JZ1521
 JZ1521                          STATION DESCRIPTION
 JZ1521
 JZ1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1521'0.5 MI W FROM STRAUGHN.
 JZ1521'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD AT
 JZ1521'STRAUGHN, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 JZ1521'10-FOOT CONCRETE CULVERT NUMBER 65, 23 FEET NORTH OF THE CENTER
 JZ1521'LINE OF THE WEST-BOUND TRAFFIC LANE, AND ABOUT LEVEL WITH THE
 JZ1521'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0270 ***********************************************************************
 KA0270  DESIGNATION -  G 12 MAR
 KA0270  PID         -  KA0270
 KA0270  STATE/COUNTY-  IN/MARION
 KA0270  COUNTRY     -  US
 KA0270  USGS QUAD   -  FISHERS (2019)
 KA0270
 KA0270                         *CURRENT SURVEY CONTROL
 KA0270  ______________________________________________________________________
 KA0270* NAD 83(1986) POSITION- 39 54 17.     (N) 086 05 09.     (W)   SCALED
 KA0270* NAVD 88 ORTHO HEIGHT -   224.703 (meters)      737.21  (feet) ADJUSTED
 KA0270  ______________________________________________________________________
 KA0270  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 KA0270  DYNAMIC HEIGHT  -        224.579 (meters)      736.81  (feet) COMP
 KA0270  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 KA0270
 KA0270  VERT ORDER      -  SECOND    CLASS 0
 KA0270
 KA0270.The horizontal coordinates were scaled from a map and have
 KA0270.an estimated accuracy of +/- 6 seconds.
 KA0270
 KA0270.The orthometric height was determined by differential leveling and
 KA0270.adjusted by the NATIONAL GEODETIC SURVEY
 KA0270.in June 1991.
 KA0270
 KA0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0270.GEOID18 height accuracy estimate available here.
 KA0270
 KA0270.Click photographs - Photos may exist for this station.
 KA0270
 KA0270.The dynamic height is computed by dividing the NAVD 88
 KA0270.geopotential number by the normal gravity value computed on the
 KA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0270.degrees latitude (g = 980.6199 gals.).
 KA0270
 KA0270.The modeled gravity was interpolated from observed gravity values.
 KA0270
 KA0270;                    North         East    Units  Estimated Accuracy
 KA0270;SPC IN E     -   517,020.       64,160.      MT  (+/- 180 meters Scaled)
 KA0270
 KA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK781175(NAD 83)
 KA0270
 KA0270                          SUPERSEDED SURVEY CONTROL
 KA0270
 KA0270  NGVD 29 (??/??/92)  224.832  (m)          737.64   (f) ADJ UNCH    2 0
 KA0270
 KA0270.Superseded values are not recommended for survey control.
 KA0270
 KA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0270.See file dsdata.pdf to determine how the superseded data were derived.
 KA0270
 KA0270_MARKER: DD = SURVEY DISK
 KA0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0270_SP_SET: CULVERT
 KA0270_STAMPING: MAR G 12
 KA0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0270
 KA0270  HISTORY     - Date     Condition        Report By
 KA0270  HISTORY     - UNK      MONUMENTED       INHD
 KA0270  HISTORY     - 1947     GOOD             CGS
 KA0270
 KA0270                          STATION DESCRIPTION
 KA0270
 KA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0270'0.4 MI W FROM ALLISONVILLE.
 KA0270'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 534 FROM ITS INTERSECTION
 KA0270'WITH STATE HIGHWAY 37 AT ALLISONVILLE, SET IN THE TOP OF THE
 KA0270'SOUTHWEST WING WALL OF A 14 BY 9 FOOT CONCRETE CULVERT, 32.5
 KA0270'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 INCHES SOUTH
 KA0270'OF THE CONCRETE HEAD WALL, AND ABOUT 5 FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0645 ***********************************************************************
 KA0645  DESIGNATION -  G 121
 KA0645  PID         -  KA0645
 KA0645  STATE/COUNTY-  IN/PUTNAM
 KA0645  COUNTRY     -  US
 KA0645  USGS QUAD   -  REELSVILLE (2019)
 KA0645
 KA0645                         *CURRENT SURVEY CONTROL
 KA0645  ______________________________________________________________________
 KA0645* NAD 83(1986) POSITION- 39 37 06.     (N) 086 58 24.     (W)   SCALED
 KA0645* NAVD 88 ORTHO HEIGHT -   218.376 (meters)      716.46  (feet) ADJUSTED
 KA0645  ______________________________________________________________________
 KA0645  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 KA0645  DYNAMIC HEIGHT  -        218.250 (meters)      716.04  (feet) COMP
 KA0645  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 KA0645
 KA0645  VERT ORDER      -  FIRST     CLASS II
 KA0645
 KA0645.The horizontal coordinates were scaled from a map and have
 KA0645.an estimated accuracy of +/- 6 seconds.
 KA0645
 KA0645.The orthometric height was determined by differential leveling and
 KA0645.adjusted by the NATIONAL GEODETIC SURVEY
 KA0645.in June 1991.
 KA0645
 KA0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0645.GEOID18 height accuracy estimate available here.
 KA0645
 KA0645.Click photographs - Photos may exist for this station.
 KA0645
 KA0645.The dynamic height is computed by dividing the NAVD 88
 KA0645.geopotential number by the normal gravity value computed on the
 KA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0645.degrees latitude (g = 980.6199 gals.).
 KA0645
 KA0645.The modeled gravity was interpolated from observed gravity values.
 KA0645
 KA0645;                    North         East    Units  Estimated Accuracy
 KA0645;SPC IN W     -   485,150.      909,450.      MT  (+/- 180 meters Scaled)
 KA0645
 KA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ022853(NAD 83)
 KA0645
 KA0645                          SUPERSEDED SURVEY CONTROL
 KA0645
 KA0645  NGVD 29 (??/??/92)  218.486  (m)          716.82   (f) ADJ UNCH    1 2
 KA0645
 KA0645.Superseded values are not recommended for survey control.
 KA0645
 KA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0645.See file dsdata.pdf to determine how the superseded data were derived.
 KA0645
 KA0645_MARKER: DB = BENCH MARK DISK
 KA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0645_STAMPING: G 121 1946
 KA0645_MARK LOGO: CGS
 KA0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0645+STABILITY: SURFACE MOTION
 KA0645
 KA0645  HISTORY     - Date     Condition        Report By
 KA0645  HISTORY     - 1946     MONUMENTED       CGS
 KA0645  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0645
 KA0645                          STATION DESCRIPTION
 KA0645
 KA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0645'0.8 MI SW FROM FERN.
 KA0645'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.75 MILE SOUTHWEST OF
 KA0645'THE OVERHEAD CROSSING AT FERN, ABOUT 0.1 MILE EAST OF CULVERT 135,
 KA0645'OPPOSITE A POINT ABOUT MIDWAY BETWEEN POLES NUMBER 45/17 AND 45/18,
 KA0645'ABOUT 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FARM
 KA0645'HOUSE, 84 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 KA0645'34 FEET WEST OF A T FENCE CORNER, 3 FEET NORTH OF THE SOUTH
 KA0645'RIGHT-OF-WAY FENCE LINE,2 FEET EAST OF A WHITE WOODEN WITNESS POST
 KA0645'AND ABOUT 10 FEET LOWER THAN TRACK LEVEL.  A STANDARD DISK, STAMPED
 KA0645'G 121 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0645'6 INCHES ABOVE GROUND.
 KA0645
 KA0645                          STATION RECOVERY (1985)
 KA0645
 KA0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0645'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2082 ***********************************************************************
 KA2082  DESIGNATION -  G 122 RESET
 KA2082  PID         -  KA2082
 KA2082  STATE/COUNTY-  IN/PUTNAM
 KA2082  COUNTRY     -  US
 KA2082  USGS QUAD   -  GREENCASTLE (2019)
 KA2082
 KA2082                         *CURRENT SURVEY CONTROL
 KA2082  ______________________________________________________________________
 KA2082* NAD 83(1986) POSITION- 39 38 04.     (N) 086 51 11.     (W)   SCALED
 KA2082* NAVD 88 ORTHO HEIGHT -   255.72  (meters)      839.0   (feet) RESET
 KA2082  ______________________________________________________________________
 KA2082  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 KA2082  VERT ORDER      -  THIRD
 KA2082
 KA2082.The horizontal coordinates were scaled from a map and have
 KA2082.an estimated accuracy of +/- 6 seconds.
 KA2082
 KA2082.The orthometric height was computed from unverified reset data.
 KA2082
 KA2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2082.GEOID18 height accuracy estimate available here.
 KA2082
 KA2082.Click photographs - Photos may exist for this station.
 KA2082
 KA2082;                    North         East    Units  Estimated Accuracy
 KA2082;SPC IN W     -   486,960.      919,770.      MT  (+/- 180 meters Scaled)
 KA2082
 KA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ126871(NAD 83)
 KA2082
 KA2082                          SUPERSEDED SURVEY CONTROL
 KA2082
 KA2082  NGVD 29 (08/22/16)  255.85   (m)          839.4    (f) RESET       3  
 KA2082
 KA2082.Superseded values are not recommended for survey control.
 KA2082
 KA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2082.See file dsdata.pdf to determine how the superseded data were derived.
 KA2082
 KA2082_MARKER: DV = VERTICAL CONTROL DISK
 KA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2082_STAMPING: G 122 RESET
 KA2082_MARK LOGO: NGS
 KA2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2082+STABILITY: SURFACE MOTION
 KA2082
 KA2082  HISTORY     - Date     Condition        Report By
 KA2082  HISTORY     - 1991     MONUMENTED       INHD
 KA2082
 KA2082                          STATION DESCRIPTION
 KA2082
 KA2082'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1991
 KA2082'IN GREENCASTLE, IN THE SOUTHEAST EDGE OF TOWN AT THE JUNCTION OF US
 KA2082'231 AND THE NEW VETERANS MEMORIAL HIGHWAY CONSTRUCTED ALONG THE OLD
 KA2082'PENNSYLVANIA RAILROAD RIGHT OF WAY, 67 FEET (20.4 M) SOUTHEAST OF THE
 KA2082'CENTER OF THE TWO ROADS, 6 FEET (1.8 M) NORTHWEST OF THE TRAFFIC
 KA2082'SIGNAL CONTROL BOX, SET IN THE TOP OF A CONCRETE POST FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1399 ***********************************************************************
 LB1399  DESIGNATION -  G 123
 LB1399  PID         -  LB1399
 LB1399  STATE/COUNTY-  IN/WHITE
 LB1399  COUNTRY     -  US
 LB1399  USGS QUAD   -  ROUND GROVE (2019)
 LB1399
 LB1399                         *CURRENT SURVEY CONTROL
 LB1399  ______________________________________________________________________
 LB1399* NAD 83(1986) POSITION- 40 36 23.     (N) 087 04 36.     (W)   SCALED
 LB1399* NAVD 88 ORTHO HEIGHT -   223.699 (meters)      733.92  (feet) ADJUSTED
 LB1399  ______________________________________________________________________
 LB1399  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 LB1399  DYNAMIC HEIGHT  -        223.590 (meters)      733.56  (feet) COMP
 LB1399  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 LB1399
 LB1399  VERT ORDER      -  SECOND    CLASS 0
 LB1399
 LB1399.The horizontal coordinates were scaled from a map and have
 LB1399.an estimated accuracy of +/- 6 seconds.
 LB1399
 LB1399.The orthometric height was determined by differential leveling and
 LB1399.adjusted by the NATIONAL GEODETIC SURVEY
 LB1399.in June 1991.
 LB1399
 LB1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1399.GEOID18 height accuracy estimate available here.
 LB1399
 LB1399.Click photographs - Photos may exist for this station.
 LB1399
 LB1399.The dynamic height is computed by dividing the NAVD 88
 LB1399.geopotential number by the normal gravity value computed on the
 LB1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1399.degrees latitude (g = 980.6199 gals.).
 LB1399
 LB1399.The modeled gravity was interpolated from observed gravity values.
 LB1399
 LB1399;                    North         East    Units  Estimated Accuracy
 LB1399;SPC IN W     -   594,850.      900,560.      MT  (+/- 180 meters Scaled)
 LB1399
 LB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK935950(NAD 83)
 LB1399
 LB1399                          SUPERSEDED SURVEY CONTROL
 LB1399
 LB1399  NGVD 29 (??/??/92)  223.776  (m)          734.17   (f) ADJ UNCH    2 0
 LB1399
 LB1399.Superseded values are not recommended for survey control.
 LB1399
 LB1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1399.See file dsdata.pdf to determine how the superseded data were derived.
 LB1399
 LB1399_MARKER: DB = BENCH MARK DISK
 LB1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1399_STAMPING: G 123 1946
 LB1399_MARK LOGO: CGS
 LB1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1399+STABILITY: SURFACE MOTION
 LB1399
 LB1399  HISTORY     - Date     Condition        Report By
 LB1399  HISTORY     - 1946     MONUMENTED       CGS
 LB1399  HISTORY     - 1958     GOOD             CGS
 LB1399
 LB1399                          STATION DESCRIPTION
 LB1399
 LB1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1399'11.3 MI W FROM BROOKSTON.
 LB1399'ALONG STATE HIGHWAY 18 ABOUT 11.3 MILES WEST OF THE CHICAGO,
 LB1399'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, AT
 LB1399'THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE NORTHWEST
 LB1399'QUARTER OF THE INTERSECTION, 51 FEET WEST OF THE CENTER LINE
 LB1399'OF THE GRAVEL ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE
 LB1399'HIGHWAY, 1 1/2 FOOT SOUTHWEST OF AN 18-INCH CONCRETE CORNER
 LB1399'FENCE POST, 7.5 FEET SOUTHWEST OF A POWER LINE BRACE POLE, 2
 LB1399'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, ABOUT 3 FEET BELOW
 LB1399'THE CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED G 123
 LB1399'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1399'ABOVE GROUND.
 LB1399
 LB1399                          STATION RECOVERY (1958)
 LB1399
 LB1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LB1399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1323 ***********************************************************************
 LB1323  DESIGNATION -  G 124
 LB1323  PID         -  LB1323
 LB1323  STATE/COUNTY-  IN/BENTON
 LB1323  COUNTRY     -  US
 LB1323  USGS QUAD   -  FOWLER (2019)
 LB1323
 LB1323                         *CURRENT SURVEY CONTROL
 LB1323  ______________________________________________________________________
 LB1323* NAD 83(1986) POSITION- 40 35 29.     (N) 087 15 57.     (W)   SCALED
 LB1323* NAVD 88 ORTHO HEIGHT -   249.081 (meters)      817.19  (feet) ADJUSTED
 LB1323  ______________________________________________________________________
 LB1323  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LB1323  DYNAMIC HEIGHT  -        248.959 (meters)      816.79  (feet) COMP
 LB1323  MODELED GRAVITY -    980,129.2   (mgal)                       NAVD 88
 LB1323
 LB1323  VERT ORDER      -  SECOND    CLASS 0
 LB1323
 LB1323.The horizontal coordinates were scaled from a map and have
 LB1323.an estimated accuracy of +/- 6 seconds.
 LB1323
 LB1323.The orthometric height was determined by differential leveling and
 LB1323.adjusted by the NATIONAL GEODETIC SURVEY
 LB1323.in June 1991.
 LB1323
 LB1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1323.GEOID18 height accuracy estimate available here.
 LB1323
 LB1323.Click photographs - Photos may exist for this station.
 LB1323
 LB1323.The dynamic height is computed by dividing the NAVD 88
 LB1323.geopotential number by the normal gravity value computed on the
 LB1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1323.degrees latitude (g = 980.6199 gals.).
 LB1323
 LB1323.The modeled gravity was interpolated from observed gravity values.
 LB1323
 LB1323;                    North         East    Units  Estimated Accuracy
 LB1323;SPC IN W     -   593,200.      884,550.      MT  (+/- 180 meters Scaled)
 LB1323
 LB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK775934(NAD 83)
 LB1323
 LB1323                          SUPERSEDED SURVEY CONTROL
 LB1323
 LB1323  NGVD 29 (??/??/92)  249.138  (m)          817.38   (f) ADJ UNCH    2 0
 LB1323
 LB1323.Superseded values are not recommended for survey control.
 LB1323
 LB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1323.See file dsdata.pdf to determine how the superseded data were derived.
 LB1323
 LB1323_MARKER: DB = BENCH MARK DISK
 LB1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1323_STAMPING: G 124 1946
 LB1323_MARK LOGO: CGS
 LB1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1323+STABILITY: SURFACE MOTION
 LB1323
 LB1323  HISTORY     - Date     Condition        Report By
 LB1323  HISTORY     - 1946     MONUMENTED       CGS
 LB1323
 LB1323                          STATION DESCRIPTION
 LB1323
 LB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1323'4.2 MI SE FROM FOWLER.
 LB1323'ABOUT 3.15 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1323'THE COUNTY COURT HOUSE AT FOWLER, THENCE ABOUT 1.0 MILE SOUTH
 LB1323'ALONG A NORTH-SOUTH GRAVEL ROAD, AT THE JUNCTION WITH A ROAD
 LB1323'LEADING EAST, ON THE WEST SIDE OF THE JUNCTION, 20 FEET WEST OF
 LB1323'THE CENTER LINE OF THE NORTH-SOUTH ROAD AND ABOUT IN LINE
 LB1323'WITH THE CENTER LINE OF THE EAST-WEST ROAD, 1 1/2 FOOT SOUTH OF
 LB1323'A TELEPHONE POLE, 2 1/2 FEET SOUTH OF A T FENCE CORNER, 2 FEET
 LB1323'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 LB1323'CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED G 124 1946
 LB1323'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1323'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1466 ***********************************************************************
 LB1466  DESIGNATION -  G 125
 LB1466  PID         -  LB1466
 LB1466  STATE/COUNTY-  IN/WHITE
 LB1466  COUNTRY     -  US
 LB1466  USGS QUAD   -  TEMPLETON NE (2019)
 LB1466
 LB1466                         *CURRENT SURVEY CONTROL
 LB1466  ______________________________________________________________________
 LB1466* NAD 83(1986) POSITION- 40 39 47.     (N) 087 00 15.     (W)   SCALED
 LB1466* NAVD 88 ORTHO HEIGHT -   220.641 (meters)      723.89  (feet) ADJUSTED
 LB1466  ______________________________________________________________________
 LB1466  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB1466  DYNAMIC HEIGHT  -        220.536 (meters)      723.54  (feet) COMP
 LB1466  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 LB1466
 LB1466  VERT ORDER      -  SECOND    CLASS 0
 LB1466
 LB1466.The horizontal coordinates were scaled from a map and have
 LB1466.an estimated accuracy of +/- 6 seconds.
 LB1466
 LB1466.The orthometric height was determined by differential leveling and
 LB1466.adjusted by the NATIONAL GEODETIC SURVEY
 LB1466.in June 1991.
 LB1466
 LB1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1466.GEOID18 height accuracy estimate available here.
 LB1466
 LB1466.Click photographs - Photos may exist for this station.
 LB1466
 LB1466.The dynamic height is computed by dividing the NAVD 88
 LB1466.geopotential number by the normal gravity value computed on the
 LB1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1466.degrees latitude (g = 980.6199 gals.).
 LB1466
 LB1466.The modeled gravity was interpolated from observed gravity values.
 LB1466
 LB1466;                    North         East    Units  Estimated Accuracy
 LB1466;SPC IN W     -   601,150.      906,690.      MT  (+/- 180 meters Scaled)
 LB1466
 LB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996013(NAD 83)
 LB1466
 LB1466                          SUPERSEDED SURVEY CONTROL
 LB1466
 LB1466  NGVD 29 (??/??/92)  220.727  (m)          724.17   (f) ADJ UNCH    2 0
 LB1466
 LB1466.Superseded values are not recommended for survey control.
 LB1466
 LB1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1466.See file dsdata.pdf to determine how the superseded data were derived.
 LB1466
 LB1466_MARKER: DB = BENCH MARK DISK
 LB1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1466_STAMPING: G 125 1946
 LB1466_MARK LOGO: CGS
 LB1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1466+STABILITY: SURFACE MOTION
 LB1466
 LB1466  HISTORY     - Date     Condition        Report By
 LB1466  HISTORY     - 1946     MONUMENTED       CGS
 LB1466  HISTORY     - 20080421 MARK NOT FOUND   FARNGP
 LB1466
 LB1466                          STATION DESCRIPTION
 LB1466
 LB1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1466'8.4 MI SE FROM WOLCOTT.
 LB1466'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1466'STATION AT WOLCOTT, THENCE 6.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1466'IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 LB1466'ROAD, AT THE SOUTHEAST CORNER OF AN ABANDONED SCHOOL BUILDING,
 LB1466'1 FOOT EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 63 FEET
 LB1466'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 61 FEET WEST OF
 LB1466'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 44 FEET NORTHWEST OF A
 LB1466'24-INCH MAPLE TREE IN THE SOUTHEAST CORNER OF THE YARD.  A
 LB1466'STANDARD DISK, STAMPED G 125 1946 AND SET IN THE TOP OF A CONCRETE
 LB1466'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1466
 LB1466                          STATION RECOVERY (2008)
 LB1466
 LB1466'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1466'THE SCHOOL IS NOT THERE ANY MORE IT IS NOW FARM GROUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1055 ***********************************************************************
 LB1055  DESIGNATION -  G 126
 LB1055  PID         -  LB1055
 LB1055  STATE/COUNTY-  IN/WHITE
 LB1055  COUNTRY     -  US
 LB1055  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1055
 LB1055                         *CURRENT SURVEY CONTROL
 LB1055  ______________________________________________________________________
 LB1055* NAD 83(1986) POSITION- 40 52 09.     (N) 086 46 30.     (W)   SCALED
 LB1055* NAVD 88 ORTHO HEIGHT -   200.287 (meters)      657.11  (feet) ADJUSTED
 LB1055  ______________________________________________________________________
 LB1055  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 LB1055  DYNAMIC HEIGHT  -        200.197 (meters)      656.81  (feet) COMP
 LB1055  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LB1055
 LB1055  VERT ORDER      -  SECOND    CLASS 0
 LB1055
 LB1055.The horizontal coordinates were scaled from a map and have
 LB1055.an estimated accuracy of +/- 6 seconds.
 LB1055
 LB1055.The orthometric height was determined by differential leveling and
 LB1055.adjusted by the NATIONAL GEODETIC SURVEY
 LB1055.in June 1991.
 LB1055
 LB1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1055.GEOID18 height accuracy estimate available here.
 LB1055
 LB1055.Click photographs - Photos may exist for this station.
 LB1055
 LB1055.The dynamic height is computed by dividing the NAVD 88
 LB1055.geopotential number by the normal gravity value computed on the
 LB1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1055.degrees latitude (g = 980.6199 gals.).
 LB1055
 LB1055.The modeled gravity was interpolated from observed gravity values.
 LB1055
 LB1055;                    North         East    Units  Estimated Accuracy
 LB1055;SPC IN W     -   624,080.      925,990.      MT  (+/- 180 meters Scaled)
 LB1055
 LB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL189242(NAD 83)
 LB1055
 LB1055                          SUPERSEDED SURVEY CONTROL
 LB1055
 LB1055  NGVD 29 (??/??/92)  200.387  (m)          657.44   (f) ADJ UNCH    2 0
 LB1055
 LB1055.Superseded values are not recommended for survey control.
 LB1055
 LB1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1055.See file dsdata.pdf to determine how the superseded data were derived.
 LB1055
 LB1055_MARKER: DB = BENCH MARK DISK
 LB1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1055_SP_SET: CULVERT HEADWALL
 LB1055_STAMPING: G 126 1946
 LB1055_MARK LOGO: CGS
 LB1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1055+STABILITY: SURFACE MOTION
 LB1055
 LB1055  HISTORY     - Date     Condition        Report By
 LB1055  HISTORY     - 1946     MONUMENTED       CGS
 LB1055  HISTORY     - 1981     GOOD             INDNR
 LB1055
 LB1055                          STATION DESCRIPTION
 LB1055
 LB1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1055'5.5 MI E FROM MONON.
 LB1055'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1055'BUILDING AT MONON, AT A TURN IN THE HIGHWAY HAVING TANGENTS
 LB1055'EXTENDING NORTH AND WEST, AND AT THE JUNCTION WITH A GRAVEL
 LB1055'ROAD LEADING VIA LEDFORD CAMP ALONG THE NORTHWEST BANK OF THE
 LB1055'TIPPECANOE RIVER TO BUFFALO, SET IN THE TOP OF THE WEST END
 LB1055'OF THE NORTHWEST CONCRETE WINGWALL OF A 3-FOOT ENCASED PIPE
 LB1055'CULVERT UNDER THE LEDFORD CAMP ROAD, 75 FEET WEST OF THE CENTER
 LB1055'LINE OF A GRAVEL ROAD LEADING NORTH FROM THE EAST-WEST GRAVEL
 LB1055'ROAD CONNECTING THE LEDFORD CAMP ROAD AND THE NORTH TANGENT OF THE
 LB1055'HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.7
 LB1055'FEET EAST OF THE WEST END OF THE WINGWALL, AND ABOUT 1 1/2
 LB1055'FOOT LOWER THAN ROAD LEVEL.  NOTE-- THIS MARK MAY BE REACHED
 LB1055'FROM THE SCHOOL AT BUFFALO BY PROCEEDING WEST ALONG STATE
 LB1055'HIGHWAY 16 FOR 0.5 MILE TO A NORTH-SOUTH CROSS ROAD AND BENCH
 LB1055'MARK J 126, THENCE SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD TO
 LB1055'LEDFORD CAMP FOR ABOUT 2.15 MILES TO A SECOND JUNCTION WITH
 LB1055'HIGHWAY 16 AND THE SITE OF THE MARK.
 LB1055
 LB1055                          STATION RECOVERY (1981)
 LB1055
 LB1055'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB1055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0940 ***********************************************************************
 LB0940  DESIGNATION -  G 127
 LB0940  PID         -  LB0940
 LB0940  STATE/COUNTY-  IN/WHITE
 LB0940  COUNTRY     -  US
 LB0940  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0940
 LB0940                         *CURRENT SURVEY CONTROL
 LB0940  ______________________________________________________________________
 LB0940* NAD 83(1986) POSITION- 40 49 36.     (N) 086 35 58.     (W)   SCALED
 LB0940* NAVD 88 ORTHO HEIGHT -   217.059 (meters)      712.13  (feet) ADJUSTED
 LB0940  ______________________________________________________________________
 LB0940  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 LB0940  DYNAMIC HEIGHT  -        216.961 (meters)      711.81  (feet) COMP
 LB0940  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 LB0940
 LB0940  VERT ORDER      -  SECOND    CLASS 0
 LB0940
 LB0940.The horizontal coordinates were scaled from a map and have
 LB0940.an estimated accuracy of +/- 6 seconds.
 LB0940
 LB0940.The orthometric height was determined by differential leveling and
 LB0940.adjusted by the NATIONAL GEODETIC SURVEY
 LB0940.in June 1991.
 LB0940
 LB0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0940.GEOID18 height accuracy estimate available here.
 LB0940
 LB0940.Click photographs - Photos may exist for this station.
 LB0940
 LB0940.The dynamic height is computed by dividing the NAVD 88
 LB0940.geopotential number by the normal gravity value computed on the
 LB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0940.degrees latitude (g = 980.6199 gals.).
 LB0940
 LB0940.The modeled gravity was interpolated from observed gravity values.
 LB0940
 LB0940;                    North         East    Units  Estimated Accuracy
 LB0940;SPC IN W     -   619,420.      940,820.      MT  (+/- 180 meters Scaled)
 LB0940
 LB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337195(NAD 83)
 LB0940
 LB0940                          SUPERSEDED SURVEY CONTROL
 LB0940
 LB0940  NGVD 29 (??/??/92)  217.168  (m)          712.49   (f) ADJ UNCH    2 0
 LB0940
 LB0940.Superseded values are not recommended for survey control.
 LB0940
 LB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0940.See file dsdata.pdf to determine how the superseded data were derived.
 LB0940
 LB0940_MARKER: DB = BENCH MARK DISK
 LB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0940_STAMPING: G 127 1946
 LB0940_MARK LOGO: CGS
 LB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0940+STABILITY: SURFACE MOTION
 LB0940
 LB0940  HISTORY     - Date     Condition        Report By
 LB0940  HISTORY     - 1946     MONUMENTED       CGS
 LB0940
 LB0940                          STATION DESCRIPTION
 LB0940
 LB0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0940'4.8 MI N FROM BURNETTSVILLE.
 LB0940'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0940'RAILROAD STATION AT BURNETTSVILLE, THENCE 4.65 MILES NORTH ALONG
 LB0940'A GRAVEL ROAD, ABOUT 0.1 MILE NORTH OF AN EAST-WEST CROSS ROAD,
 LB0940'ABOUT 35 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE,
 LB0940'64 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE
 LB0940'HOUSE, 45 FEET NORTH OF A 12-INCH WALNUT TREE, 32 FEET EAST OF THE
 LB0940'CENTER LINE OF THE ROAD, 9 FEET EAST OF A FENCE CORNER, 1 FOOT
 LB0940'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LB0940'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1137 ***********************************************************************
 LB1137  DESIGNATION -  G 128
 LB1137  PID         -  LB1137
 LB1137  STATE/COUNTY-  IN/PULASKI
 LB1137  COUNTRY     -  US
 LB1137  USGS QUAD   -  BUFFALO (2019)
 LB1137
 LB1137                         *CURRENT SURVEY CONTROL
 LB1137  ______________________________________________________________________
 LB1137* NAD 83(1986) POSITION- 40 59 04.     (N) 086 43 02.     (W)   SCALED
 LB1137* NAVD 88 ORTHO HEIGHT -   211.704 (meters)      694.57  (feet) ADJUSTED
 LB1137  ______________________________________________________________________
 LB1137  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 LB1137  DYNAMIC HEIGHT  -        211.612 (meters)      694.26  (feet) COMP
 LB1137  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 LB1137
 LB1137  VERT ORDER      -  SECOND    CLASS 0
 LB1137
 LB1137.The horizontal coordinates were scaled from a map and have
 LB1137.an estimated accuracy of +/- 6 seconds.
 LB1137
 LB1137.The orthometric height was determined by differential leveling and
 LB1137.adjusted by the NATIONAL GEODETIC SURVEY
 LB1137.in June 1991.
 LB1137
 LB1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1137.GEOID18 height accuracy estimate available here.
 LB1137
 LB1137.Click photographs - Photos may exist for this station.
 LB1137
 LB1137.The dynamic height is computed by dividing the NAVD 88
 LB1137.geopotential number by the normal gravity value computed on the
 LB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1137.degrees latitude (g = 980.6199 gals.).
 LB1137
 LB1137.The modeled gravity was interpolated from observed gravity values.
 LB1137
 LB1137;                    North         East    Units  Estimated Accuracy
 LB1137;SPC IN W     -   636,900.      930,810.      MT  (+/- 180 meters Scaled)
 LB1137
 LB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237370(NAD 83)
 LB1137
 LB1137                          SUPERSEDED SURVEY CONTROL
 LB1137
 LB1137  NGVD 29 (??/??/92)  211.825  (m)          694.96   (f) ADJ UNCH    2 0
 LB1137
 LB1137.Superseded values are not recommended for survey control.
 LB1137
 LB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1137.See file dsdata.pdf to determine how the superseded data were derived.
 LB1137
 LB1137_MARKER: DB = BENCH MARK DISK
 LB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1137_STAMPING: G 128 1946
 LB1137_MARK LOGO: CGS
 LB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1137+STABILITY: SURFACE MOTION
 LB1137
 LB1137  HISTORY     - Date     Condition        Report By
 LB1137  HISTORY     - 1946     MONUMENTED       CGS
 LB1137
 LB1137                          STATION DESCRIPTION
 LB1137
 LB1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1137'3.5 MI NW FROM PULASKI.
 LB1137'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1137'AT PULASKI, THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, IN THE
 LB1137'NORTHEAST QUARTER OF A CROSS ROAD AND AT THE NORTHWEST CORNER
 LB1137'OF A FRAME SCHOOL BUILDING, 81 FEET EAST OF THE CENTER LINE OF
 LB1137'THE NORTH-SOUTH ROAD, 72 FEET NORTH OF THE CENTER LINE OF THE
 LB1137'EAST-WEST ROAD, 1.5 FOOT SOUTHWEST OF THE NORTHWEST CORNER OF
 LB1137'THE SCHOOL BUILDING, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 LB1137'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1139 ***********************************************************************
 LB1139  CBN         -  This is a Cooperative Base Network Control Station.
 LB1139  DESIGNATION -  G 129
 LB1139  PID         -  LB1139
 LB1139  STATE/COUNTY-  IN/PULASKI
 LB1139  COUNTRY     -  US
 LB1139  USGS QUAD   -  MONON NE (2019)
 LB1139
 LB1139                         *CURRENT SURVEY CONTROL
 LB1139  ______________________________________________________________________
 LB1139* NAD 83(2011) POSITION- 40 59 04.84794(N) 086 52 05.22835(W)   ADJUSTED
 LB1139* NAD 83(2011) ELLIP HT-   171.296 (meters)        (06/27/12)   ADJUSTED
 LB1139* NAD 83(2011) EPOCH   -  2010.00
 LB1139* NAVD 88 ORTHO HEIGHT -   204.987 (meters)      672.53  (feet) ADJUSTED
 LB1139  ______________________________________________________________________
 LB1139  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 LB1139  NAD 83(2011) X  -    263,438.227 (meters)                     COMP
 LB1139  NAD 83(2011) Y  - -4,814,634.560 (meters)                     COMP
 LB1139  NAD 83(2011) Z  -  4,161,251.375 (meters)                     COMP
 LB1139  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 LB1139  DYNAMIC HEIGHT  -        204.896 (meters)      672.23  (feet) COMP
 LB1139  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 LB1139
 LB1139  VERT ORDER      -  SECOND    CLASS 0
 LB1139
 LB1139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1139  Standards:
 LB1139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1139  -------------------------------------------------------------------
 LB1139  NETWORK    0.89   1.59           0.41   0.30   0.81      0.00712319
 LB1139  -------------------------------------------------------------------
 LB1139  Click here for local accuracies and other accuracy information.
 LB1139
 LB1139.The horizontal coordinates were established by GPS observations
 LB1139.and adjusted by the National Geodetic Survey in June 2012.
 LB1139
 LB1139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1139.been affixed to the stable North American tectonic plate. See 
 LB1139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1139
 LB1139.The horizontal coordinates are valid at the epoch date displayed above
 LB1139.which is a decimal equivalence of Year/Month/Day.
 LB1139
 LB1139.The orthometric height was determined by differential leveling and
 LB1139.adjusted by the NATIONAL GEODETIC SURVEY
 LB1139.in June 1991.
 LB1139
 LB1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1139.GEOID18 height accuracy estimate available here.
 LB1139
 LB1139.Click photographs - Photos may exist for this station.
 LB1139
 LB1139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1139
 LB1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1139
 LB1139.The ellipsoidal height was determined by GPS observations
 LB1139.and is referenced to NAD 83.
 LB1139
 LB1139.The dynamic height is computed by dividing the NAVD 88
 LB1139.geopotential number by the normal gravity value computed on the
 LB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1139.degrees latitude (g = 980.6199 gals.).
 LB1139
 LB1139.The modeled gravity was interpolated from observed gravity values.
 LB1139
 LB1139. The following values were computed from the NAD 83(2011) position.
 LB1139
 LB1139;                    North         East     Units Scale Factor Converg.
 LB1139;SPC IN W     -   636,879.216   918,110.693   MT  0.99997070   +0 08 28.1
 LB1139;SPC IN W     - 2,089,494.56  3,012,168.17   sFT  0.99997070   +0 08 28.1
 LB1139;UTM  16      - 4,537,064.771   511,093.964   MT  0.99960151   +0 05 11.4
 LB1139
 LB1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1139!SPC IN W     -   0.99997313  x   0.99997070  =   0.99994383
 LB1139!UTM  16      -   0.99997313  x   0.99960151  =   0.99957465
 LB1139
 LB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1109337064(NAD 83)
 LB1139
 LB1139                          SUPERSEDED SURVEY CONTROL
 LB1139
 LB1139  NAD 83(2007)-  40 59 04.84804(N)    086 52 05.22931(W) AD(2002.00) 0
 LB1139  ELLIP H (02/10/07)  171.312  (m)                       GP(2002.00)    
 LB1139  NAD 83(1997)-  40 59 04.84797(N)    086 52 05.22929(W) AD(       ) A
 LB1139  ELLIP H (01/19/05)  171.312  (m)                       GP(       ) 4 1
 LB1139  NAVD 88             204.99   (m)          672.5    (f) LEVELING    3  
 LB1139  NGVD 29 (??/??/92)  205.085  (m)          672.85   (f) ADJ UNCH    2 0
 LB1139
 LB1139.Superseded values are not recommended for survey control.
 LB1139
 LB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1139.See file dsdata.pdf to determine how the superseded data were derived.
 LB1139
 LB1139_MARKER: DB = BENCH MARK DISK
 LB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1139_STAMPING: G 129 1946
 LB1139_MARK LOGO: CGS
 LB1139_PROJECTION: PROJECTING 8 CENTIMETERS
 LB1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1139+STABILITY: SURFACE MOTION
 LB1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1139+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 LB1139
 LB1139  HISTORY     - Date     Condition        Report By
 LB1139  HISTORY     - 1946     MONUMENTED       CGS
 LB1139  HISTORY     - 1989     GOOD             USPSQD
 LB1139  HISTORY     - 20030612 GOOD             ABSHER
 LB1139  HISTORY     - 20100318 GOOD             AEROME
 LB1139  HISTORY     - 20110505 GOOD             JCLS
 LB1139  HISTORY     - 20110706 GOOD             INDIV
 LB1139  HISTORY     - 20170306 GOOD             INDOT
 LB1139  HISTORY     - 20230330 GOOD             IN-127
 LB1139
 LB1139                          STATION DESCRIPTION
 LB1139
 LB1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1139'0.8 MI E FROM FRANCESVILLE.
 LB1139'ABOUT 0.75 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1139'FRANCESVILLE, ABOUT 0.3 MILE WEST OF A STEEL BRIDGE OVER BIG
 LB1139'MONON CREEK, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 LB1139'58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 27 FEET
 LB1139'NORTH OF THE CENTER LINE OF THE ROAD, 43 FEET WEST OF THE CENTER
 LB1139'LINE OF A DRIVEWAY, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 LB1139'LINE, ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND SET IN
 LB1139'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB1139
 LB1139                          STATION RECOVERY (1989)
 LB1139
 LB1139'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1139'RECOVERED IN GOOD CONDITION.
 LB1139
 LB1139                          STATION RECOVERY (2003)
 LB1139
 LB1139'RECOVERY NOTE BY ABSHER SURVEYING 2003 (DA)
 LB1139'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 LB1139'
 LB1139'THE STATION IS 16 FT NORTH OF THE NORTH EDGE OF BITUMINOUS SURFACE OF
 LB1139'COUNTY ROAD 500  SOUTH.
 LB1139
 LB1139                          STATION RECOVERY (2010)
 LB1139
 LB1139'RECOVERY NOTE BY AERO METRIC INC 2010
 LB1139'RECOVERED IN GOOD CONDITION.
 LB1139
 LB1139                          STATION RECOVERY (2011)
 LB1139
 LB1139'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB1139'RECOVERED IN GOOD CONDITION.
 LB1139
 LB1139                          STATION RECOVERY (2011)
 LB1139
 LB1139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB1139'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB1139
 LB1139                          STATION RECOVERY (2017)
 LB1139
 LB1139'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB1139'RECOVERED AS DESCRIBED.
 LB1139
 LB1139                          STATION RECOVERY (2023)
 LB1139
 LB1139'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 LB1139'AT THE INTERSECTION OF US 421 AND W. MONTGOMERY STREET IN
 LB1139'FRANCESVILLE, GO EAST ON W. MONTGOMERY STREET FOR 0.7 MI (1.1 KM) TO
 LB1139'S. MORTON STREET, GO SOUTH ON S. MORTON STREET FOR 1 BLOCK TO T-ROAD
 LB1139'INTERSECTION (C.R. 500 S.) GO EAST ON C.R. 500 S. FOR 0.4 MI (0.6 KM)
 LB1139'AND STATION IS ON THE LEFT, (ABOUT 0.3 MI (0.5 KM) WEST OF STEEL
 LB1139'BRIDGE OVER BIG MONON CREEK) STATION IS 28.0 FT (8.5 M) NORTH OF
 LB1139'CENTER OF ROAD, 25.2 FT (7.7 M) WESTERLY OF UTILITY POLE NO. FE-10, 43
 LB1139'FT (13.1 M) WEST OF CENTER OF A FIELD ENTRANCE, 0.95 SOUTHWEST OF
 LB1139'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0385 ***********************************************************************
 KA0385  DESIGNATION -  G 13
 KA0385  PID         -  KA0385
 KA0385  STATE/COUNTY-  IN/OWEN
 KA0385  COUNTRY     -  US
 KA0385  USGS QUAD   -  GOSPORT (2019)
 KA0385
 KA0385                         *CURRENT SURVEY CONTROL
 KA0385  ______________________________________________________________________
 KA0385* NAD 83(1986) POSITION- 39 20 32.     (N) 086 42 30.     (W)   SCALED
 KA0385* NAVD 88 ORTHO HEIGHT -   171.062 (meters)      561.23  (feet) ADJUSTED
 KA0385  ______________________________________________________________________
 KA0385  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 KA0385  DYNAMIC HEIGHT  -        170.962 (meters)      560.90  (feet) COMP
 KA0385  MODELED GRAVITY -    980,043.0   (mgal)                       NAVD 88
 KA0385
 KA0385  VERT ORDER      -  FIRST     CLASS II
 KA0385
 KA0385.The horizontal coordinates were scaled from a map and have
 KA0385.an estimated accuracy of +/- 6 seconds.
 KA0385
 KA0385.The orthometric height was determined by differential leveling and
 KA0385.adjusted by the NATIONAL GEODETIC SURVEY
 KA0385.in June 1991.
 KA0385
 KA0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0385.GEOID18 height accuracy estimate available here.
 KA0385
 KA0385.Click photographs - Photos may exist for this station.
 KA0385
 KA0385.The dynamic height is computed by dividing the NAVD 88
 KA0385.geopotential number by the normal gravity value computed on the
 KA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0385.degrees latitude (g = 980.6199 gals.).
 KA0385
 KA0385.The modeled gravity was interpolated from observed gravity values.
 KA0385
 KA0385;                    North         East    Units  Estimated Accuracy
 KA0385;SPC IN W     -   454,560.      932,330.      MT  (+/- 180 meters Scaled)
 KA0385
 KA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ251547(NAD 83)
 KA0385
 KA0385                          SUPERSEDED SURVEY CONTROL
 KA0385
 KA0385  NGVD 29 (??/??/92)  171.190  (m)          561.65   (f) ADJ UNCH    1 2
 KA0385
 KA0385.Superseded values are not recommended for survey control.
 KA0385
 KA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0385.See file dsdata.pdf to determine how the superseded data were derived.
 KA0385
 KA0385_MARKER: DB = BENCH MARK DISK
 KA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0385_STAMPING: 561.646 G 13 1930
 KA0385_MARK LOGO: CGS
 KA0385_PROJECTION: PROJECTING
 KA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0385+STABILITY: SURFACE MOTION
 KA0385
 KA0385  HISTORY     - Date     Condition        Report By
 KA0385  HISTORY     - 1930     MONUMENTED       CGS
 KA0385  HISTORY     - 1944     GOOD             CGS
 KA0385
 KA0385                          STATION DESCRIPTION
 KA0385
 KA0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0385'2 MI N FROM ROMONA.
 KA0385'2.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM ROMONA,
 KA0385'OWEN COUNTY, AT THE CROSSING OF STATE HIGHWAY 67, 32 FEET SOUTH
 KA0385'OF THE CENTERLINE OF THE HIGHWAY, 28.3 FEET WEST OF THE WEST
 KA0385'RAIL, 13 FEET WEST OF THE CROSSING SIGNAL, AND 3.3 FEET EAST
 KA0385'OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KA0385'561.646 G 13 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0385'ABOUT 2-1/2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1523 ***********************************************************************
 JZ1523  DESIGNATION -  G 13 HNY
 JZ1523  PID         -  JZ1523
 JZ1523  STATE/COUNTY-  IN/HENRY
 JZ1523  COUNTRY     -  US
 JZ1523  USGS QUAD   -  LEWISVILLE (2019)
 JZ1523
 JZ1523                         *CURRENT SURVEY CONTROL
 JZ1523  ______________________________________________________________________
 JZ1523* NAD 83(1986) POSITION- 39 48 38.     (N) 085 15 57.     (W)   SCALED
 JZ1523* NAVD 88 ORTHO HEIGHT -   322.197 (meters)     1057.07  (feet) ADJUSTED
 JZ1523  ______________________________________________________________________
 JZ1523  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 JZ1523  DYNAMIC HEIGHT  -        322.010 (meters)     1056.46  (feet) COMP
 JZ1523  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 JZ1523
 JZ1523  VERT ORDER      -  SECOND    CLASS 0
 JZ1523
 JZ1523.The horizontal coordinates were scaled from a map and have
 JZ1523.an estimated accuracy of +/- 6 seconds.
 JZ1523
 JZ1523.The orthometric height was determined by differential leveling and
 JZ1523.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1523.in June 1991.
 JZ1523
 JZ1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1523.GEOID18 height accuracy estimate available here.
 JZ1523
 JZ1523.Click photographs - Photos may exist for this station.
 JZ1523
 JZ1523.The dynamic height is computed by dividing the NAVD 88
 JZ1523.geopotential number by the normal gravity value computed on the
 JZ1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1523.degrees latitude (g = 980.6199 gals.).
 JZ1523
 JZ1523.The modeled gravity was interpolated from observed gravity values.
 JZ1523
 JZ1523;                    North         East    Units  Estimated Accuracy
 JZ1523;SPC IN E     -   506,560.      134,320.      MT  (+/- 180 meters Scaled)
 JZ1523
 JZ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK484081(NAD 83)
 JZ1523
 JZ1523                          SUPERSEDED SURVEY CONTROL
 JZ1523
 JZ1523  NGVD 29 (??/??/92)  322.329  (m)         1057.51   (f) ADJ UNCH    2 0
 JZ1523
 JZ1523.Superseded values are not recommended for survey control.
 JZ1523
 JZ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1523.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1523
 JZ1523_MARKER: DD = SURVEY DISK
 JZ1523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1523_SP_SET: CULVERT HEADWALL
 JZ1523_STAMPING: G 13 HNY
 JZ1523_MARK LOGO: INHD
 JZ1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1523+STABILITY: SURFACE MOTION
 JZ1523
 JZ1523  HISTORY     - Date     Condition        Report By
 JZ1523  HISTORY     - UNK      MONUMENTED       INHD
 JZ1523  HISTORY     - 1947     GOOD             CGS
 JZ1523
 JZ1523                          STATION DESCRIPTION
 JZ1523
 JZ1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1523'1.4 MI E FROM STRAUGHN.
 JZ1523'ABOUT 1.35 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD
 JZ1523'AT STRAUGHN, 0.15 MILE WEST OF THE JUNCTION WITH A SIDE ROAD
 JZ1523'NORTH, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 JZ1523'14-FOOT CONCRETE CULVERT NUMBER 38, 26 FEET NORTH OF THE CENTER
 JZ1523'LINE OF THE WEST-BOUND TRAFFIC LANE AND ABOUT ONE-HALF FOOT
 JZ1523'LOWER THAN HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0714 ***********************************************************************
 ME0714  DESIGNATION -  G 130
 ME0714  PID         -  ME0714
 ME0714  STATE/COUNTY-  IN/PULASKI
 ME0714  COUNTRY     -  US
 ME0714  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME0714
 ME0714                         *CURRENT SURVEY CONTROL
 ME0714  ______________________________________________________________________
 ME0714* NAD 83(1986) POSITION- 41 05 06.     (N) 086 45 28.     (W)   SCALED
 ME0714* NAVD 88 ORTHO HEIGHT -   212.090 (meters)      695.83  (feet) ADJUSTED
 ME0714  ______________________________________________________________________
 ME0714  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 ME0714  DYNAMIC HEIGHT  -        211.999 (meters)      695.53  (feet) COMP
 ME0714  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 ME0714
 ME0714  VERT ORDER      -  SECOND    CLASS 0
 ME0714
 ME0714.The horizontal coordinates were scaled from a map and have
 ME0714.an estimated accuracy of +/- 6 seconds.
 ME0714
 ME0714.The orthometric height was determined by differential leveling and
 ME0714.adjusted by the NATIONAL GEODETIC SURVEY
 ME0714.in June 1991.
 ME0714
 ME0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0714.GEOID18 height accuracy estimate available here.
 ME0714
 ME0714.Click photographs - Photos may exist for this station.
 ME0714
 ME0714.The dynamic height is computed by dividing the NAVD 88
 ME0714.geopotential number by the normal gravity value computed on the
 ME0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0714.degrees latitude (g = 980.6199 gals.).
 ME0714
 ME0714.The modeled gravity was interpolated from observed gravity values.
 ME0714
 ME0714;                    North         East    Units  Estimated Accuracy
 ME0714;SPC IN W     -   648,050.      927,360.      MT  (+/- 180 meters Scaled)
 ME0714
 ME0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL203482(NAD 83)
 ME0714
 ME0714                          SUPERSEDED SURVEY CONTROL
 ME0714
 ME0714  NGVD 29 (??/??/92)  212.202  (m)          696.20   (f) ADJ UNCH    2 0
 ME0714
 ME0714.Superseded values are not recommended for survey control.
 ME0714
 ME0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0714.See file dsdata.pdf to determine how the superseded data were derived.
 ME0714
 ME0714_MARKER: DB = BENCH MARK DISK
 ME0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0714_STAMPING: G 130 1946
 ME0714_MARK LOGO: CGS
 ME0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0714+STABILITY: SURFACE MOTION
 ME0714
 ME0714  HISTORY     - Date     Condition        Report By
 ME0714  HISTORY     - 1946     MONUMENTED       CGS
 ME0714  HISTORY     - 1969     GOOD             CGS
 ME0714  HISTORY     - 1989     GOOD             USPSQD
 ME0714
 ME0714                          STATION DESCRIPTION
 ME0714
 ME0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0714'7 MI E FROM MEDARYVILLE.
 ME0714'ABOUT 7.0 MILES EAST ALONG A PAVED AND GRAVEL ROAD, FROM THE
 ME0714'POST OFFICE AT MEDARYVILLE, 1.0 MILE EAST OF THE INTERSECTION
 ME0714'WITH STATE HIGHWAY 39, AT AN OFFSET NORTH-SOUTH SECTION LINE
 ME0714'ROAD INTERSECTION, ABOUT 100 YARDS EAST OF A FARM HOUSE, 260
 ME0714'FEET WEST OF THE CENTER LINE OF THE NORTH TANGENT OF THE
 ME0714'NORTH-SOUTH ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 ME0714'EAST-WEST ROAD, 40.5 FEET EAST OF A T FENCE CORNER, 25 FEET WEST
 ME0714'OF THE EXTENDED CENTER LINE OF THE SOUTH TANGENT OF THE
 ME0714'NORTH-SOUTH ROAD, 2 FEET WEST OF A POWER LINE POLE, 1 FOOT
 ME0714'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 ME0714'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0714
 ME0714                          STATION RECOVERY (1969)
 ME0714
 ME0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0714'RECOVERED IN GOOD CONDITION.
 ME0714
 ME0714                          STATION RECOVERY (1989)
 ME0714
 ME0714'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0756 ***********************************************************************
 ME0756  DESIGNATION -  G 131
 ME0756  PID         -  ME0756
 ME0756  STATE/COUNTY-  IN/PULASKI
 ME0756  COUNTRY     -  US
 ME0756  USGS QUAD   -  WINAMAC (2019)
 ME0756
 ME0756                         *CURRENT SURVEY CONTROL
 ME0756  ______________________________________________________________________
 ME0756* NAD 83(1986) POSITION- 41 00 42.     (N) 086 31 49.     (W)   SCALED
 ME0756* NAVD 88 ORTHO HEIGHT -   220.456 (meters)      723.28  (feet) ADJUSTED
 ME0756  ______________________________________________________________________
 ME0756  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME0756  DYNAMIC HEIGHT  -        220.360 (meters)      722.96  (feet) COMP
 ME0756  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 ME0756
 ME0756  VERT ORDER      -  SECOND    CLASS 0
 ME0756
 ME0756.The horizontal coordinates were scaled from a map and have
 ME0756.an estimated accuracy of +/- 6 seconds.
 ME0756
 ME0756.The orthometric height was determined by differential leveling and
 ME0756.adjusted by the NATIONAL GEODETIC SURVEY
 ME0756.in June 1991.
 ME0756
 ME0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0756.GEOID18 height accuracy estimate available here.
 ME0756
 ME0756.Click photographs - Photos may exist for this station.
 ME0756
 ME0756.The dynamic height is computed by dividing the NAVD 88
 ME0756.geopotential number by the normal gravity value computed on the
 ME0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0756.degrees latitude (g = 980.6199 gals.).
 ME0756
 ME0756.The modeled gravity was interpolated from observed gravity values.
 ME0756
 ME0756;                    North         East    Units  Estimated Accuracy
 ME0756;SPC IN W     -   640,000.      946,520.      MT  (+/- 180 meters Scaled)
 ME0756
 ME0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL394401(NAD 83)
 ME0756
 ME0756                          SUPERSEDED SURVEY CONTROL
 ME0756
 ME0756  NGVD 29 (??/??/92)  220.573  (m)          723.66   (f) ADJ UNCH    2 0
 ME0756
 ME0756.Superseded values are not recommended for survey control.
 ME0756
 ME0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0756.See file dsdata.pdf to determine how the superseded data were derived.
 ME0756
 ME0756_MARKER: DB = BENCH MARK DISK
 ME0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0756_STAMPING: G 131 1946
 ME0756_MARK LOGO: CGS
 ME0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0756+STABILITY: SURFACE MOTION
 ME0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0756+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 ME0756
 ME0756  HISTORY     - Date     Condition        Report By
 ME0756  HISTORY     - 1946     MONUMENTED       CGS
 ME0756  HISTORY     - 20110706 GOOD             INDIV
 ME0756
 ME0756                          STATION DESCRIPTION
 ME0756
 ME0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0756'7 MI W FROM KEWANNA.
 ME0756'ABOUT 5.55 MILES WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 ME0756'RAILROAD STATION AT KEWANNA, THENCE 0.6 MILE SOUTH AND 0.9 MILE
 ME0756'WEST ALONG GRAVEL ROADS, 78 FEET NORTH OF THE NORTHWEST CORNER
 ME0756'OF A BARN, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 66 FEET
 ME0756'WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE BARN, 39
 ME0756'FEET SOUTHWEST OF AN 8-INCH MAPLE TREE, 75 FEET SOUTHWEST AND
 ME0756'ACROSS THE ROAD FROM THE CENTER OF A DRIVEWAY LEADING NORTH TO
 ME0756'THE RIGHTER FARM, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 ME0756'1 FOOT NORTH OF A BOARD FENCE, ABOUT LEVEL WITH THE ROAD, AND SET
 ME0756'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS
 ME0756'MARK MAY BE REACHED FROM STAR CITY, PULASKI COUNTY, BY GOING
 ME0756'NORTHWEST ALONG U.S. HIGHWAY 35 ABOUT 2.5 MILES FROM THE SCHOOL
 ME0756'BUILDING, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD TO A CROSS
 ME0756'ROAD, THENCE NORTH 0.25 MILE ALONG A GRAVEL ROAD TO A CROSS ROAD,
 ME0756'THENCE 1.35 MILE EAST ALONG A GRAVEL ROAD.
 ME0756
 ME0756                          STATION RECOVERY (2011)
 ME0756
 ME0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0756'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0666 ***********************************************************************
 ME0666  DESIGNATION -  G 132
 ME0666  PID         -  ME0666
 ME0666  STATE/COUNTY-  IN/STARKE
 ME0666  COUNTRY     -  US
 ME0666  USGS QUAD   -  DENHAM (2019)
 ME0666
 ME0666                         *CURRENT SURVEY CONTROL
 ME0666  ______________________________________________________________________
 ME0666* NAD 83(1986) POSITION- 41 11 11.     (N) 086 43 03.     (W)   SCALED
 ME0666* NAVD 88 ORTHO HEIGHT -   214.636 (meters)      704.18  (feet) ADJUSTED
 ME0666  ______________________________________________________________________
 ME0666  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0666  DYNAMIC HEIGHT  -        214.545 (meters)      703.89  (feet) COMP
 ME0666  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 ME0666
 ME0666  VERT ORDER      -  SECOND    CLASS 0
 ME0666
 ME0666.The horizontal coordinates were scaled from a map and have
 ME0666.an estimated accuracy of +/- 6 seconds.
 ME0666
 ME0666.The orthometric height was determined by differential leveling and
 ME0666.adjusted by the NATIONAL GEODETIC SURVEY
 ME0666.in June 1991.
 ME0666
 ME0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0666.GEOID18 height accuracy estimate available here.
 ME0666
 ME0666.Click photographs - Photos may exist for this station.
 ME0666
 ME0666.The dynamic height is computed by dividing the NAVD 88
 ME0666.geopotential number by the normal gravity value computed on the
 ME0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0666.degrees latitude (g = 980.6199 gals.).
 ME0666
 ME0666.The modeled gravity was interpolated from observed gravity values.
 ME0666
 ME0666;                    North         East    Units  Estimated Accuracy
 ME0666;SPC IN W     -   659,320.      930,690.      MT  (+/- 180 meters Scaled)
 ME0666
 ME0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236594(NAD 83)
 ME0666
 ME0666                          SUPERSEDED SURVEY CONTROL
 ME0666
 ME0666  NGVD 29 (??/??/92)  214.739  (m)          704.52   (f) ADJ UNCH    2 0
 ME0666
 ME0666.Superseded values are not recommended for survey control.
 ME0666
 ME0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0666.See file dsdata.pdf to determine how the superseded data were derived.
 ME0666
 ME0666_MARKER: DB = BENCH MARK DISK
 ME0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0666_STAMPING: G 132 1946
 ME0666_MARK LOGO: CGS
 ME0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0666+STABILITY: SURFACE MOTION
 ME0666
 ME0666  HISTORY     - Date     Condition        Report By
 ME0666  HISTORY     - 1946     MONUMENTED       CGS
 ME0666  HISTORY     - 1969     GOOD             CGS
 ME0666  HISTORY     - 20111221 MARK NOT FOUND   INDOT
 ME0666
 ME0666                          STATION DESCRIPTION
 ME0666
 ME0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0666'0.5 MI S FROM LENA PARK.
 ME0666'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 ME0666'CHESAPEAKE AND OHIO RAILWAY AT LENA PARK, AT THE INTERSECTION
 ME0666'WITH AN EAST-WEST PAVED ROAD, IN THE NORTHEAST QUARTER OF THE
 ME0666'INTERSECTION, 79 FEET NORTH OF THE CENTER LINE OF THE PAVED
 ME0666'ROAD, 50 FEET SOUTH OF A TWIN-TRUNKED CHERRY TREE, 24 FEET EAST
 ME0666'OF THE CENTER LINE OF THE GRAVEL ROAD, 11.5 FEET NORTHEAST OF A
 ME0666'TELEPHONE BRACE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH
 ME0666'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 ME0666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0666
 ME0666                          STATION RECOVERY (1969)
 ME0666
 ME0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0666'RECOVERED IN GOOD CONDITION.
 ME0666
 ME0666                          STATION RECOVERY (2011)
 ME0666
 ME0666'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0666'FOUND BASE OF CONCRETE, DISK HAS BEEN SHEARED OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0403 ***********************************************************************
 ME0403  DESIGNATION -  G 133
 ME0403  PID         -  ME0403
 ME0403  STATE/COUNTY-  IN/MARSHALL
 ME0403  COUNTRY     -  US
 ME0403  USGS QUAD   -  CULVER (2019)
 ME0403
 ME0403                         *CURRENT SURVEY CONTROL
 ME0403  ______________________________________________________________________
 ME0403* NAD 83(2011) POSITION- 41 13 33.78633(N) 086 23 08.07102(W)   ADJUSTED
 ME0403* NAD 83(2011) ELLIP HT-   211.684 (meters)        (10/27/23)   ADJUSTED
 ME0403* NAD 83(2011) EPOCH   -  2010.00
 ME0403* NAVD 88 ORTHO HEIGHT -   245.383 (meters)      805.06  (feet) ADJUSTED
 ME0403  ______________________________________________________________________
 ME0403  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 ME0403  NAD 83(2011) X  -    302,868.022 (meters)                     COMP
 ME0403  NAD 83(2011) Y  - -4,794,686.735 (meters)                     COMP
 ME0403  NAD 83(2011) Z  -  4,181,476.718 (meters)                     COMP
 ME0403  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 ME0403  DYNAMIC HEIGHT  -        245.281 (meters)      804.73  (feet) COMP
 ME0403  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 ME0403
 ME0403  VERT ORDER      -  SECOND    CLASS 0
 ME0403
 ME0403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0403  Standards:
 ME0403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0403  -------------------------------------------------------------------
 ME0403  NETWORK    0.42   2.21           0.18   0.16   1.13      0.02335232
 ME0403  -------------------------------------------------------------------
 ME0403  Click here for local accuracies and other accuracy information.
 ME0403
 ME0403.The horizontal coordinates were established by GPS observations
 ME0403.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME0403
 ME0403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0403.been affixed to the stable North American tectonic plate. See 
 ME0403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0403
 ME0403.The horizontal coordinates are valid at the epoch date displayed above
 ME0403.which is a decimal equivalence of Year/Month/Day.
 ME0403
 ME0403.The orthometric height was determined by differential leveling and
 ME0403.adjusted by the NATIONAL GEODETIC SURVEY
 ME0403.in June 1991.
 ME0403
 ME0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0403.GEOID18 height accuracy estimate available here.
 ME0403
 ME0403.Click photographs - Photos may exist for this station.
 ME0403
 ME0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0403
 ME0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0403
 ME0403.The ellipsoidal height was determined by GPS observations
 ME0403.and is referenced to NAD 83.
 ME0403
 ME0403.The dynamic height is computed by dividing the NAVD 88
 ME0403.geopotential number by the normal gravity value computed on the
 ME0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0403.degrees latitude (g = 980.6199 gals.).
 ME0403
 ME0403.The modeled gravity was interpolated from observed gravity values.
 ME0403
 ME0403. The following values were computed from the NAD 83(2011) position.
 ME0403
 ME0403;                    North         East     Units Scale Factor Converg.
 ME0403;SPC IN E     -   663,911.008    39,723.411   MT  1.00001136   -0 28 25.7
 ME0403;SPC IN E     - 2,178,181.37    130,325.89   sFT  1.00001136   -0 28 25.7
 ME0403;UTM  16      - 4,564,033.422   551,497.242   MT  0.99963264   +0 24 17.8
 ME0403
 ME0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0403!SPC IN E     -   0.99996680  x   1.00001136  =   0.99997816
 ME0403!UTM  16      -   0.99996680  x   0.99963264  =   0.99959945
 ME0403
 ME0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5149764033(NAD 83)
 ME0403
 ME0403                          SUPERSEDED SURVEY CONTROL
 ME0403
 ME0403  NGVD 29 (??/??/92)  245.495  (m)          805.43   (f) ADJ UNCH    2 0
 ME0403
 ME0403.Superseded values are not recommended for survey control.
 ME0403
 ME0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0403.See file dsdata.pdf to determine how the superseded data were derived.
 ME0403
 ME0403_MARKER: DB = BENCH MARK DISK
 ME0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0403_STAMPING: G 133 1946
 ME0403_MARK LOGO: CGS
 ME0403_PROJECTION: FLUSH
 ME0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0403+STABILITY: SURFACE MOTION
 ME0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0403+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2021
 ME0403
 ME0403  HISTORY     - Date     Condition        Report By
 ME0403  HISTORY     - 1946     MONUMENTED       CGS
 ME0403  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0403  HISTORY     - 20070104 GOOD             SCOENG
 ME0403  HISTORY     - 20121206 GOOD             INDOT
 ME0403  HISTORY     - 20180314 GOOD             LFA
 ME0403  HISTORY     - 20210408 GOOD             INDOT
 ME0403
 ME0403                          STATION DESCRIPTION
 ME0403
 ME0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0403'2.1 MI NE FROM CULVER.
 ME0403'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0403'RAILROAD STATION AT CULVER, THENCE 1.5 MILE EAST ALONG STATE
 ME0403'HIGHWAY 10, AT THE CULVER AIRPORT, AT THE NORTHEAST CORNER OF
 ME0403'THE LANDING FIELD, 210 FEET EAST OF THE CENTER LINE OF A ROAD
 ME0403'LEADING SOUTH THROUGH THE FIELD, 76 FEET SOUTH OF THE CENTER LINE
 ME0403'OF HIGHWAY 10, 65.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ME0403'THE SOUTH CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT
 ME0403'UNDER THE HIGHWAY, 1.5 FOOT NORTH OF THE NORTH END OF THE EAST
 ME0403'FIELD BOUNDRY MARKER, 2 FEET ABOVE HIGHWAY LEVEL AND SET IN THE
 ME0403'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0403
 ME0403                          STATION RECOVERY (1984)
 ME0403
 ME0403'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0403'MARK NOT FOUND.
 ME0403
 ME0403                          STATION RECOVERY (2007)
 ME0403
 ME0403'RECOVERY NOTE BY SCO ENGINEERING 2007 (TPD)
 ME0403'A DISK STAMPED G 133 1946 IN CONCRETE, FLUSH, ON THE CULVER ACADEMIES
 ME0403'AIRPORT PROPERTY.  THE MARK IS NEAR THE N.E. COR. OF THE RUNWAY AND
 ME0403'APPROX. 125 FT. N.E. OF THE CENTER OF THE AIRPLANE TURNAROUND, 18 FT.
 ME0403'SOUTH OF THE AIRPORT PERIMETER FENCE, 67 FT. S.E. OF A 15 IN. CONCRETE
 ME0403'CULVERT RUNNING UNDERNEATH S.R. 10, 35 FT. NORTH OF A 6 IN. DIA. TREE
 ME0403'IN THE OPEN FIELD OF THE AIRSTRIP AND 1 FT. NORTH OF AN ORANGE WITNESS
 ME0403'POST.
 ME0403
 ME0403                          STATION RECOVERY (2012)
 ME0403
 ME0403'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0403'RECOVERED IN GOOD CONDITION.
 ME0403
 ME0403                          STATION RECOVERY (2018)
 ME0403
 ME0403'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2018 (SST)
 ME0403'RECOVERED IN GOOD CONDITION.
 ME0403
 ME0403                          STATION RECOVERY (2021)
 ME0403
 ME0403'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MJP)
 ME0403'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF
 ME0403'PLYMOUTH, 2.0 MI (3.2 KM) EAST-NORTHEAST OF CULVER AND 1.9 MI (3.1 KM)
 ME0403'SOUTHWEST OF RUTLAND.
 ME0403'
 ME0403'TO REACH FROM THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 10 IN
 ME0403'CULVER, TRAVEL EAST ALONG STATE ROAD 10 FOR 1.55 MI (2.49 KM) TO THE
 ME0403'MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 ME0403'
 ME0403'THE MONUMENT DESCRIPTION IS ADEQUATE.  NOTE-- THE WITNESS POST HAS
 ME0403'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0749 ***********************************************************************
 ME0749  DESIGNATION -  G 134 RESET
 ME0749  PID         -  ME0749
 ME0749  STATE/COUNTY-  IN/PULASKI
 ME0749  COUNTRY     -  US
 ME0749  USGS QUAD   -  WINAMAC (2019)
 ME0749
 ME0749                         *CURRENT SURVEY CONTROL
 ME0749  ______________________________________________________________________
 ME0749* NAD 83(1986) POSITION- 41 06 48.     (N) 086 30 19.     (W)   SCALED
 ME0749* NAVD 88 ORTHO HEIGHT -   220.95  (meters)      724.9   (feet) RESET
 ME0749  ______________________________________________________________________
 ME0749  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 ME0749  VERT ORDER      -  THIRD
 ME0749
 ME0749.The horizontal coordinates were scaled from a map and have
 ME0749.an estimated accuracy of +/- 6 seconds.
 ME0749
 ME0749.The orthometric height was computed from unverified reset data.
 ME0749
 ME0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0749.GEOID18 height accuracy estimate available here.
 ME0749
 ME0749.Click photographs - Photos may exist for this station.
 ME0749
 ME0749;                    North         East    Units  Estimated Accuracy
 ME0749;SPC IN W     -   651,310.      948,550.      MT  (+/- 180 meters Scaled)
 ME0749
 ME0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL415514(NAD 83)
 ME0749
 ME0749                          SUPERSEDED SURVEY CONTROL
 ME0749
 ME0749  NGVD 29 (??/??/??)  221.07   (m)          725.3    (f) RESET       3  
 ME0749
 ME0749.Superseded values are not recommended for survey control.
 ME0749
 ME0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0749.See file dsdata.pdf to determine how the superseded data were derived.
 ME0749
 ME0749_MARKER: DB = BENCH MARK DISK
 ME0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0749_STAMPING: G 134 RESET 1963
 ME0749_MARK LOGO: CGS
 ME0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0749+STABILITY: SURFACE MOTION
 ME0749
 ME0749  HISTORY     - Date     Condition        Report By
 ME0749  HISTORY     - 1963     MONUMENTED       IN-131
 ME0749
 ME0749                          STATION DESCRIPTION
 ME0749
 ME0749'DESCRIBED BY PULASKI COUNTY INDIANA 1963
 ME0749'6.4 MI W FROM DELONG.
 ME0749'ABOUT 1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0749'STATION AT DELONG, THENCE 4.75 MILES WEST ALONG A BLACKTOP ROAD,
 ME0749'IN THE NORTHWEST QUARTER OF AN EAST-WEST ROAD INTERSECTION, 28
 ME0749'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 25 FEET
 ME0749'WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 42 INCHES NORTH OF
 ME0749'N.I.P.S. CO. UTILITY POLE NUMBER 292 OVER 326, AND SET IN THE
 ME0749'TOP OF A CONCRETE POST AT ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1203 ***********************************************************************
 LB1203  DESIGNATION -  G 136
 LB1203  PID         -  LB1203
 LB1203  STATE/COUNTY-  IN/TIPPECANOE
 LB1203  COUNTRY     -  US
 LB1203  USGS QUAD   -  ROUND GROVE (2019)
 LB1203
 LB1203                         *CURRENT SURVEY CONTROL
 LB1203  ______________________________________________________________________
 LB1203* NAD 83(1986) POSITION- 40 32 17.     (N) 087 01 48.     (W)   SCALED
 LB1203* NAVD 88 ORTHO HEIGHT -   227.669 (meters)      746.94  (feet) ADJUSTED
 LB1203  ______________________________________________________________________
 LB1203  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LB1203  DYNAMIC HEIGHT  -        227.558 (meters)      746.58  (feet) COMP
 LB1203  MODELED GRAVITY -    980,131.1   (mgal)                       NAVD 88
 LB1203
 LB1203  VERT ORDER      -  SECOND    CLASS 0
 LB1203
 LB1203.The horizontal coordinates were scaled from a map and have
 LB1203.an estimated accuracy of +/- 6 seconds.
 LB1203
 LB1203.The orthometric height was determined by differential leveling and
 LB1203.adjusted by the NATIONAL GEODETIC SURVEY
 LB1203.in June 1991.
 LB1203
 LB1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1203.GEOID18 height accuracy estimate available here.
 LB1203
 LB1203.Click photographs - Photos may exist for this station.
 LB1203
 LB1203.The dynamic height is computed by dividing the NAVD 88
 LB1203.geopotential number by the normal gravity value computed on the
 LB1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1203.degrees latitude (g = 980.6199 gals.).
 LB1203
 LB1203.The modeled gravity was interpolated from observed gravity values.
 LB1203
 LB1203;                    North         East    Units  Estimated Accuracy
 LB1203;SPC IN W     -   587,260.      904,520.      MT  (+/- 180 meters Scaled)
 LB1203
 LB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974874(NAD 83)
 LB1203
 LB1203                          SUPERSEDED SURVEY CONTROL
 LB1203
 LB1203  NGVD 29 (??/??/92)  227.747  (m)          747.20   (f) ADJ UNCH    2 0
 LB1203
 LB1203.Superseded values are not recommended for survey control.
 LB1203
 LB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1203.See file dsdata.pdf to determine how the superseded data were derived.
 LB1203
 LB1203_MARKER: DB = BENCH MARK DISK
 LB1203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1203_SP_SET: CULVERT HEADWALL
 LB1203_STAMPING: G 136 1946
 LB1203_MARK LOGO: CGS
 LB1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1203+STABILITY: SURFACE MOTION
 LB1203
 LB1203  HISTORY     - Date     Condition        Report By
 LB1203  HISTORY     - 1946     MONUMENTED       CGS
 LB1203
 LB1203                          STATION DESCRIPTION
 LB1203
 LB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1203'4.5 MI N FROM MONTMORENCI.
 LB1203'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1203'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, AT THE NORTH
 LB1203'END OF A ROW OF TREES IN FRONT OF A 2-STORY HOUSE, 153 FEET
 LB1203'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 18 FEET EAST OF
 LB1203'THE CENTER LINE OF THE HIGHWAY, 1 1/2 FOOT SOUTH OF THE NORTH
 LB1203'END OF THE EAST CONCRETE HEADWALL OF AN 18-INCH CONCRETE PIPE
 LB1203'CULVERT AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1203'STAMPED S 136 1946 AND SET IN THE TOP OF A CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1092 ***********************************************************************
 ME1092  DESIGNATION -  G 137
 ME1092  PID         -  ME1092
 ME1092  STATE/COUNTY-  IN/LAKE
 ME1092  COUNTRY     -  US
 ME1092  USGS QUAD   -  SAINT JOHN (2019)
 ME1092
 ME1092                         *CURRENT SURVEY CONTROL
 ME1092  ______________________________________________________________________
 ME1092* NAD 83(1986) POSITION- 41 28 26.     (N) 087 23 51.     (W)   SCALED
 ME1092* NAVD 88 ORTHO HEIGHT -   205.982 (meters)      675.79  (feet) ADJUSTED
 ME1092  ______________________________________________________________________
 ME1092  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 ME1092  DYNAMIC HEIGHT  -        205.901 (meters)      675.53  (feet) COMP
 ME1092  MODELED GRAVITY -    980,225.7   (mgal)                       NAVD 88
 ME1092
 ME1092  VERT ORDER      -  SECOND    CLASS 0
 ME1092
 ME1092.The horizontal coordinates were scaled from a map and have
 ME1092.an estimated accuracy of +/- 6 seconds.
 ME1092
 ME1092.The orthometric height was determined by differential leveling and
 ME1092.adjusted by the NATIONAL GEODETIC SURVEY
 ME1092.in June 1991.
 ME1092
 ME1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1092.GEOID18 height accuracy estimate available here.
 ME1092
 ME1092.Click photographs - Photos may exist for this station.
 ME1092
 ME1092.The dynamic height is computed by dividing the NAVD 88
 ME1092.geopotential number by the normal gravity value computed on the
 ME1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1092.degrees latitude (g = 980.6199 gals.).
 ME1092
 ME1092.The modeled gravity was interpolated from observed gravity values.
 ME1092
 ME1092;                    North         East    Units  Estimated Accuracy
 ME1092;SPC IN W     -   691,230.      873,760.      MT  (+/- 180 meters Scaled)
 ME1092
 ME1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL668914(NAD 83)
 ME1092
 ME1092                          SUPERSEDED SURVEY CONTROL
 ME1092
 ME1092  NGVD 29 (??/??/92)  206.074  (m)          676.09   (f) ADJ UNCH    2 0
 ME1092
 ME1092.Superseded values are not recommended for survey control.
 ME1092
 ME1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1092.See file dsdata.pdf to determine how the superseded data were derived.
 ME1092
 ME1092_MARKER: DB = BENCH MARK DISK
 ME1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1092_STAMPING: G 137 1946
 ME1092_MARK LOGO: CGS
 ME1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1092+STABILITY: SURFACE MOTION
 ME1092
 ME1092  HISTORY     - Date     Condition        Report By
 ME1092  HISTORY     - 1946     MONUMENTED       CGS
 ME1092  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1092
 ME1092                          STATION DESCRIPTION
 ME1092
 ME1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1092'6.6 MI SE FROM DYER.
 ME1092'ABOUT 6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE POST
 ME1092'OFFICE AT DYER, ABOUT 0.25 MILE NORTHWEST OF THE OVERPASS OVER
 ME1092'THE ERIE RAILROAD, ABOUT 0.25 MILE SOUTHEAST OF A CROSS ROAD,
 ME1092'ABOUT 200 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM AN IMITATION
 ME1092'BRICK HOUSE, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST
 ME1092'BOUND TRAFFIC LANE, 4 FEET NORTHWEST OF POWER POLE NO. 39/328, 24
 ME1092'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE WAY LEADING TO A
 ME1092'HOUSE ON THE SOUTHWEST SIDE OF THE HIGHWAY, AND SET IN THE TOP
 ME1092'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME1092
 ME1092                          STATION RECOVERY (1990)
 ME1092
 ME1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1234 ***********************************************************************
 ME1234  DESIGNATION -  G 138
 ME1234  PID         -  ME1234
 ME1234  STATE/COUNTY-  IN/LAKE
 ME1234  COUNTRY     -  US
 ME1234  USGS QUAD   -  CROWN POINT (2019)
 ME1234
 ME1234                         *CURRENT SURVEY CONTROL
 ME1234  ______________________________________________________________________
 ME1234* NAD 83(1986) POSITION- 41 23 00.     (N) 087 17 43.     (W)   SCALED
 ME1234* NAVD 88 ORTHO HEIGHT -   211.111 (meters)      692.62  (feet) ADJUSTED
 ME1234  ______________________________________________________________________
 ME1234  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 ME1234  DYNAMIC HEIGHT  -        211.024 (meters)      692.33  (feet) COMP
 ME1234  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 ME1234
 ME1234  VERT ORDER      -  SECOND    CLASS 0
 ME1234
 ME1234.The horizontal coordinates were scaled from a map and have
 ME1234.an estimated accuracy of +/- 6 seconds.
 ME1234
 ME1234.The orthometric height was determined by differential leveling and
 ME1234.adjusted by the NATIONAL GEODETIC SURVEY
 ME1234.in June 1991.
 ME1234
 ME1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1234.GEOID18 height accuracy estimate available here.
 ME1234
 ME1234.Click photographs - Photos may exist for this station.
 ME1234
 ME1234.The dynamic height is computed by dividing the NAVD 88
 ME1234.geopotential number by the normal gravity value computed on the
 ME1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1234.degrees latitude (g = 980.6199 gals.).
 ME1234
 ME1234.The modeled gravity was interpolated from observed gravity values.
 ME1234
 ME1234;                    North         East    Units  Estimated Accuracy
 ME1234;SPC IN W     -   681,150.      882,270.      MT  (+/- 180 meters Scaled)
 ME1234
 ME1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL753813(NAD 83)
 ME1234
 ME1234                          SUPERSEDED SURVEY CONTROL
 ME1234
 ME1234  NGVD 29 (??/??/92)  211.198  (m)          692.91   (f) ADJ UNCH    2 0
 ME1234
 ME1234.Superseded values are not recommended for survey control.
 ME1234
 ME1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1234.See file dsdata.pdf to determine how the superseded data were derived.
 ME1234
 ME1234_MARKER: DB = BENCH MARK DISK
 ME1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1234_STAMPING: G 138 1946
 ME1234_MARK LOGO: CGS
 ME1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1234+STABILITY: SURFACE MOTION
 ME1234
 ME1234  HISTORY     - Date     Condition        Report By
 ME1234  HISTORY     - 1946     MONUMENTED       CGS
 ME1234  HISTORY     - 1968     GOOD             CGS
 ME1234  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1234
 ME1234                          STATION DESCRIPTION
 ME1234
 ME1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1234'3.6 MI W FROM PALMER.
 ME1234'ABOUT 1.5 MILES WEST ALONG 125TH STREET FROM ITS INTERSECTION
 ME1234'WITH RANDOLPH STREET IN PALMER, THENCE SOUTH ON GIBSON STREET
 ME1234'0.5 MILE, THENCE WEST ALONG 129TH STREET FOR 1.45 MILE TO THE
 ME1234'MARK ON THE LEFT.  IT IS 109 FEET EAST OF A T FENCE CORNER, 18
 ME1234'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET WEST OF A QUAD
 ME1234'TRUNK WILD CHERRY TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 ME1234'THE MONUMENT PROJECTS 4 INCHES.
 ME1234
 ME1234                          STATION RECOVERY (1990)
 ME1234
 ME1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1282 ***********************************************************************
 ME1282  DESIGNATION -  G 139
 ME1282  PID         -  ME1282
 ME1282  STATE/COUNTY-  IN/LAKE
 ME1282  COUNTRY     -  US
 ME1282  USGS QUAD   -  HEBRON (2019)
 ME1282
 ME1282                         *CURRENT SURVEY CONTROL
 ME1282  ______________________________________________________________________
 ME1282* NAD 83(1986) POSITION- 41 17 21.65   (N) 087 13 43.38   (W)   HD_HELD1
 ME1282* NAVD 88 ORTHO HEIGHT -   206.382 (meters)      677.10  (feet) ADJUSTED
 ME1282  ______________________________________________________________________
 ME1282  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 ME1282  DYNAMIC HEIGHT  -        206.295 (meters)      676.82  (feet) COMP
 ME1282  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 ME1282
 ME1282  VERT ORDER      -  SECOND    CLASS 0
 ME1282
 ME1282.The horizontal coordinates were determined by differentially corrected
 ME1282.hand held GPS observations or other comparable positioning techniques
 ME1282.and have an estimated accuracy of +/- 3 meters.
 ME1282
 ME1282.The orthometric height was determined by differential leveling and
 ME1282.adjusted by the NATIONAL GEODETIC SURVEY
 ME1282.in June 1991.
 ME1282
 ME1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1282.GEOID18 height accuracy estimate available here.
 ME1282
 ME1282.Click photographs - Photos may exist for this station.
 ME1282
 ME1282.The dynamic height is computed by dividing the NAVD 88
 ME1282.geopotential number by the normal gravity value computed on the
 ME1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1282.degrees latitude (g = 980.6199 gals.).
 ME1282
 ME1282.The modeled gravity was interpolated from observed gravity values.
 ME1282
 ME1282;                    North         East    Units  Estimated Accuracy
 ME1282;SPC IN W     -   670,701.3     887,822.2     MT  (+/- 3 meters HH1 GPS) 
 ME1282
 ME1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8084870903(NAD 83)
 ME1282
 ME1282                          SUPERSEDED SURVEY CONTROL
 ME1282
 ME1282  NGVD 29 (??/??/92)  206.470  (m)          677.39   (f) ADJ UNCH    2 0
 ME1282
 ME1282.Superseded values are not recommended for survey control.
 ME1282
 ME1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1282.See file dsdata.pdf to determine how the superseded data were derived.
 ME1282
 ME1282_MARKER: DB = BENCH MARK DISK
 ME1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1282_STAMPING: G 139 1946
 ME1282_MARK LOGO: CGS
 ME1282_PROJECTION: FLUSH
 ME1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1282+STABILITY: SURFACE MOTION
 ME1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1282+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2020
 ME1282
 ME1282  HISTORY     - Date     Condition        Report By
 ME1282  HISTORY     - 1946     MONUMENTED       CGS
 ME1282  HISTORY     - 1984     GOOD             LOCSUR
 ME1282  HISTORY     - 20100930 GOOD             INDOT
 ME1282  HISTORY     - 20200317 GOOD             IN-089
 ME1282
 ME1282                          STATION DESCRIPTION
 ME1282
 ME1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1282'3.8 MI SW FROM HEBRON.
 ME1282'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAYS 2 AND 53 FROM THE
 ME1282'PENNSYLVANIA RAILROAD STATION AT HEBRON, THENCE ABOUT 1.5 MILES
 ME1282'WEST ALONG STATE HIGHWAY 2, ABOUT 0.5 MILE WEST OF THE PORTER-LAKE
 ME1282'COUNTY LINE, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION
 ME1282'OF A NORTH-SOUTH GRAVEL ROAD, 69 FEET NORTHEAST AND ACROSS THE
 ME1282'ROAD FROM POWER POLE NO. 336/313, 30 FEET NORTH OF THE CENTER
 ME1282'LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF THE
 ME1282'GRAVEL ROAD, 1.5 FEET WEST OF A FENCE CORNER POST, 2 FEET NORTH
 ME1282'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 ME1282'POST PROJECTING ABOUT 6 INCHES, ABOUT LEVEL WITH THE HIGHWAY.
 ME1282
 ME1282                          STATION RECOVERY (1984)
 ME1282
 ME1282'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1282'RECOVERED IN GOOD CONDITION.
 ME1282
 ME1282                          STATION RECOVERY (2010)
 ME1282
 ME1282'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 ME1282'RECOVERED IN GOOD CONDITION.
 ME1282
 ME1282                          STATION RECOVERY (2020)
 ME1282
 ME1282'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1662 ***********************************************************************
 LA1662  DESIGNATION -  G 14
 LA1662  PID         -  LA1662
 LA1662  STATE/COUNTY-  IN/HUNTINGTON
 LA1662  COUNTRY     -  US
 LA1662  USGS QUAD   -  LAGRO (2019)
 LA1662
 LA1662                         *CURRENT SURVEY CONTROL
 LA1662  ______________________________________________________________________
 LA1662* NAD 83(1986) POSITION- 40 51 16.     (N) 085 38 00.     (W)   SCALED
 LA1662* NAVD 88 ORTHO HEIGHT -   211.859 (meters)      695.07  (feet) ADJUSTED
 LA1662  ______________________________________________________________________
 LA1662  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 LA1662  DYNAMIC HEIGHT  -        211.759 (meters)      694.75  (feet) COMP
 LA1662  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 LA1662
 LA1662  VERT ORDER      -  FIRST     CLASS II
 LA1662
 LA1662.The horizontal coordinates were scaled from a map and have
 LA1662.an estimated accuracy of +/- 6 seconds.
 LA1662
 LA1662.The orthometric height was determined by differential leveling and
 LA1662.adjusted by the NATIONAL GEODETIC SURVEY
 LA1662.in June 1991.
 LA1662
 LA1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1662.GEOID18 height accuracy estimate available here.
 LA1662
 LA1662.Click photographs - Photos may exist for this station.
 LA1662
 LA1662.The dynamic height is computed by dividing the NAVD 88
 LA1662.geopotential number by the normal gravity value computed on the
 LA1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1662.degrees latitude (g = 980.6199 gals.).
 LA1662
 LA1662.The modeled gravity was interpolated from observed gravity values.
 LA1662
 LA1662;                    North         East    Units  Estimated Accuracy
 LA1662;SPC IN E     -   622,400.      102,810.      MT  (+/- 180 meters Scaled)
 LA1662
 LA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL151234(NAD 83)
 LA1662
 LA1662                          SUPERSEDED SURVEY CONTROL
 LA1662
 LA1662  NGVD 29 (??/??/92)  211.991  (m)          695.51   (f) ADJ UNCH    1 2
 LA1662
 LA1662.Superseded values are not recommended for survey control.
 LA1662
 LA1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1662.See file dsdata.pdf to determine how the superseded data were derived.
 LA1662
 LA1662_MARKER: DB = BENCH MARK DISK
 LA1662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1662_SP_SET: CULVERT HEADWALL
 LA1662_STAMPING: G 14 1930
 LA1662_MARK LOGO: CGS
 LA1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1662+STABILITY: SURFACE MOTION
 LA1662
 LA1662  HISTORY     - Date     Condition        Report By
 LA1662  HISTORY     - 1930     MONUMENTED       CGS
 LA1662  HISTORY     - 1965     GOOD             CGS
 LA1662  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1662
 LA1662                          STATION DESCRIPTION
 LA1662
 LA1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 LA1662'2.1 MI W FROM ANDREWS.
 LA1662'2.1 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF STATE
 LA1662'HIGHWAY 105 ABOUT 1 MILE NORTH OF THE POST OFFICE AT ANDREWS,
 LA1662'HUNTINGTON COUNTY, 0.6 MILE EAST OF THE HUNTINGTON-WABASH COUNTY
 LA1662'LINE, ABOUT 100 FEET NORTH OF THE ABANDONED INTERURBAN TRACK
 LA1662'BED, AT A LARGE CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE
 LA1662'TOP OF THE EAST END OF THE SOUTH HEADWALL.  A STANDARD DISK,
 LA1662'STAMPED G 14 1930.
 LA1662
 LA1662                          STATION RECOVERY (1965)
 LA1662
 LA1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1662'RECOVERED IN GOOD CONDITION.
 LA1662
 LA1662                          STATION RECOVERY (2023)
 LA1662
 LA1662'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 LA1662'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1525 ***********************************************************************
 JZ1525  DESIGNATION -  G 14 HNY
 JZ1525  PID         -  JZ1525
 JZ1525  STATE/COUNTY-  IN/HENRY
 JZ1525  COUNTRY     -  US
 JZ1525  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1525
 JZ1525                         *CURRENT SURVEY CONTROL
 JZ1525  ______________________________________________________________________
 JZ1525* NAD 83(1986) POSITION- 39 48 42.     (N) 085 13 40.     (W)   SCALED
 JZ1525* NAVD 88 ORTHO HEIGHT -   315.178 (meters)     1034.05  (feet) ADJUSTED
 JZ1525  ______________________________________________________________________
 JZ1525  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 JZ1525  DYNAMIC HEIGHT  -        314.995 (meters)     1033.45  (feet) COMP
 JZ1525  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 JZ1525
 JZ1525  VERT ORDER      -  SECOND    CLASS 0
 JZ1525
 JZ1525.The horizontal coordinates were scaled from a map and have
 JZ1525.an estimated accuracy of +/- 6 seconds.
 JZ1525
 JZ1525.The orthometric height was determined by differential leveling and
 JZ1525.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1525.in June 1991.
 JZ1525
 JZ1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1525.GEOID18 height accuracy estimate available here.
 JZ1525
 JZ1525.Click photographs - Photos may exist for this station.
 JZ1525
 JZ1525.The dynamic height is computed by dividing the NAVD 88
 JZ1525.geopotential number by the normal gravity value computed on the
 JZ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1525.degrees latitude (g = 980.6199 gals.).
 JZ1525
 JZ1525.The modeled gravity was interpolated from observed gravity values.
 JZ1525
 JZ1525;                    North         East    Units  Estimated Accuracy
 JZ1525;SPC IN E     -   506,700.      137,580.      MT  (+/- 180 meters Scaled)
 JZ1525
 JZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK516083(NAD 83)
 JZ1525
 JZ1525                          SUPERSEDED SURVEY CONTROL
 JZ1525
 JZ1525  NGVD 29 (??/??/92)  315.313  (m)         1034.49   (f) ADJ UNCH    2 0
 JZ1525
 JZ1525.Superseded values are not recommended for survey control.
 JZ1525
 JZ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1525.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1525
 JZ1525_MARKER: DD = SURVEY DISK
 JZ1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1525_SP_SET: BRIDGE
 JZ1525_STAMPING: G 14 HNY
 JZ1525_MARK LOGO: INHD
 JZ1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1525+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 JZ1525
 JZ1525  HISTORY     - Date     Condition        Report By
 JZ1525  HISTORY     - UNK      MONUMENTED       INHD
 JZ1525  HISTORY     - 1947     GOOD             CGS
 JZ1525  HISTORY     - 20050520 GOOD             GEOCAC
 JZ1525
 JZ1525                          STATION DESCRIPTION
 JZ1525
 JZ1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1525'1 MI W FROM DUBLIN.
 JZ1525'ABOUT 1.05 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE TOWN HALL
 JZ1525'AT DUBLIN, ABOUT 0.35 MILE WEST OF THE WAYNE-HENRY COUNTY
 JZ1525'LINE, IN THE TOP OF THE NORTHWEST WINGWALL OF A 50-FOOT CONCRETE
 JZ1525'ARCH BRIDGE OVER SIMON CREEK, 22 FEET NORTH OF THE CENTER LINE
 JZ1525'OF THE NORTH LANE OF THE HIGHWAY, 1.5 FEET NORTH OF THE CONCRETE
 JZ1525'BANISTER OF THE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1525
 JZ1525                          STATION RECOVERY (2005)
 JZ1525
 JZ1525'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1290 ***********************************************************************
 ME1290  DESIGNATION -  G 141 RESET
 ME1290  PID         -  ME1290
 ME1290  STATE/COUNTY-  IN/PORTER
 ME1290  COUNTRY     -  US
 ME1290  USGS QUAD   -  HEBRON (2019)
 ME1290
 ME1290                         *CURRENT SURVEY CONTROL
 ME1290  ______________________________________________________________________
 ME1290* NAD 83(1986) POSITION- 41 19 04.10   (N) 087 10 16.24   (W)   HD_HELD1
 ME1290* NAVD 88 ORTHO HEIGHT -   209.73  (meters)      688.1   (feet) RESET
 ME1290  ______________________________________________________________________
 ME1290  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 ME1290  VERT ORDER      -  THIRD
 ME1290
 ME1290.The horizontal coordinates were determined by differentially corrected
 ME1290.hand held GPS observations or other comparable positioning techniques
 ME1290.and have an estimated accuracy of +/- 3 meters.
 ME1290
 ME1290.The orthometric height was computed from unverified reset data.
 ME1290
 ME1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1290.GEOID18 height accuracy estimate available here.
 ME1290
 ME1290.Click photographs - Photos may exist for this station.
 ME1290
 ME1290;                    North         East    Units  Estimated Accuracy
 ME1290;SPC IN W     -   673,855.3     892,645.1     MT  (+/- 3 meters HH1 GPS) 
 ME1290
 ME1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8567374051(NAD 83)
 ME1290
 ME1290                          SUPERSEDED SURVEY CONTROL
 ME1290
 ME1290.No superseded survey control is available for this station.
 ME1290
 ME1290_MARKER: DB = BENCH MARK DISK
 ME1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1290_STAMPING: G 141 1946 RESET 1956
 ME1290_MARK LOGO: CGS
 ME1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1290+STABILITY: SURFACE MOTION
 ME1290
 ME1290  HISTORY     - Date     Condition        Report By
 ME1290  HISTORY     - 1956     MONUMENTED       CGS
 ME1290  HISTORY     - 1956     GOOD             CGS
 ME1290  HISTORY     - 1978     GOOD
 ME1290
 ME1290                          STATION DESCRIPTION
 ME1290
 ME1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1290'1.6 MI E FROM HEBRON.
 ME1290'1.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE PENNSYLVANIA
 ME1290'RAILROAD STATION AT HEBRON, 0.2 MILE EAST OF A TWO STORY HOUSE
 ME1290'SOUTH OF HIGHWAY, 49 FEET SOUTH OF THE CENTER LINE OF THE
 ME1290'HIGHWAY, 18 FEET EAST OF A FENCE CORNER POST OF EAST-WEST
 ME1290'RIGHT-OF-WAY FENCE AND FENCE SOUTH, 9 FEET EAST AND ACROSS
 ME1290'HIGHWAY FROM ANOTHER FENCE CORNER, 1 FOOT NORTH OF THE SOUTH
 ME1290'RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WHITE WITNESS POST.
 ME1290
 ME1290                          STATION RECOVERY (1978)
 ME1290
 ME1290'RECOVERED 1978
 ME1290'CHANGE DESCRIBED. 0.2 MILES EAST OF 2 STORY WHITE HOUSE, 12.2 FEET
 ME1290'EAST OF POWER POLE AT NE CORNER LOT OF EAST HOUSE IN A ROW OF HOUSES
 ME1290'GOING EAST FROM 2 STORY WHITEFRAME HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0625 ***********************************************************************
 ME0625  DESIGNATION -  G 142
 ME0625  PID         -  ME0625
 ME0625  STATE/COUNTY-  IN/STARKE
 ME0625  COUNTRY     -  US
 ME0625  USGS QUAD   -  KNOX WEST (2019)
 ME0625
 ME0625                         *CURRENT SURVEY CONTROL
 ME0625  ______________________________________________________________________
 ME0625* NAD 83(1986) POSITION- 41 19 01.     (N) 086 41 53.     (W)   SCALED
 ME0625* NAVD 88 ORTHO HEIGHT -   206.304 (meters)      676.85  (feet) ADJUSTED
 ME0625  ______________________________________________________________________
 ME0625  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0625  DYNAMIC HEIGHT  -        206.219 (meters)      676.57  (feet) COMP
 ME0625  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 ME0625
 ME0625  VERT ORDER      -  SECOND    CLASS 0
 ME0625
 ME0625.The horizontal coordinates were scaled from a map and have
 ME0625.an estimated accuracy of +/- 6 seconds.
 ME0625
 ME0625.The orthometric height was determined by differential leveling and
 ME0625.adjusted by the NATIONAL GEODETIC SURVEY
 ME0625.in June 1991.
 ME0625
 ME0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0625.GEOID18 height accuracy estimate available here.
 ME0625
 ME0625.Click photographs - Photos may exist for this station.
 ME0625
 ME0625.The dynamic height is computed by dividing the NAVD 88
 ME0625.geopotential number by the normal gravity value computed on the
 ME0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0625.degrees latitude (g = 980.6199 gals.).
 ME0625
 ME0625.The modeled gravity was interpolated from observed gravity values.
 ME0625
 ME0625;                    North         East    Units  Estimated Accuracy
 ME0625;SPC IN W     -   673,830.      932,260.      MT  (+/- 180 meters Scaled)
 ME0625
 ME0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252739(NAD 83)
 ME0625
 ME0625                          SUPERSEDED SURVEY CONTROL
 ME0625
 ME0625  NGVD 29 (??/??/92)  206.404  (m)          677.18   (f) ADJ UNCH    2 0
 ME0625
 ME0625.Superseded values are not recommended for survey control.
 ME0625
 ME0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0625.See file dsdata.pdf to determine how the superseded data were derived.
 ME0625
 ME0625_MARKER: DB = BENCH MARK DISK
 ME0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0625_STAMPING: G 142 1946
 ME0625_MARK LOGO: CGS
 ME0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0625+STABILITY: SURFACE MOTION
 ME0625
 ME0625  HISTORY     - Date     Condition        Report By
 ME0625  HISTORY     - 1946     MONUMENTED       CGS
 ME0625  HISTORY     - 1988     GOOD             USPSQD
 ME0625  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0625
 ME0625                          STATION DESCRIPTION
 ME0625
 ME0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0625'4 MI N FROM RYE.
 ME0625'ABOUT 4.0 MILES NORTH ALONG A ROAD LEADING TO STATE HIGHWAY 8
 ME0625'FROM THE CROSS ROAD AT RYE, AT THE INTERSECTION OF STATE HIGHWAY
 ME0625'8, ABOUT 10.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE
 ME0625'INTERSECTION OF STATE HIGHWAY 43 AT LA CROSSE, LA PORTE COUNTY,
 ME0625'SET IN THE NORTHEAST QUARTER OF THE INTERSECTION, 44 FEET NORTH
 ME0625'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER
 ME0625'LINE OF THE NORTH-SOUTH ROAD, 11 FOOT NORTH OF A POLE AND A
 ME0625'FENCE CORNER POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME0625'ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ME0625'POST PROJECTING 6 INCHES.  NOTE-- RYE IS ALSO SHOWN ON SOME MAPS
 ME0625'AS TOTO.
 ME0625
 ME0625                          STATION RECOVERY (1988)
 ME0625
 ME0625'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0625'RECOVERED IN GOOD CONDITION.
 ME0625
 ME0625                          STATION RECOVERY (2011)
 ME0625
 ME0625'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0625'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0585 ***********************************************************************
 ME0585  DESIGNATION -  G 143
 ME0585  PID         -  ME0585
 ME0585  STATE/COUNTY-  IN/LA PORTE
 ME0585  COUNTRY     -  US
 ME0585  USGS QUAD   -  WANATAH (2019)
 ME0585
 ME0585                         *CURRENT SURVEY CONTROL
 ME0585  ______________________________________________________________________
 ME0585* NAD 83(1986) POSITION- 41 23 23.     (N) 086 53 29.     (W)   SCALED
 ME0585* NAVD 88 ORTHO HEIGHT -   216.648 (meters)      710.79  (feet) ADJUSTED
 ME0585  ______________________________________________________________________
 ME0585  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME0585  DYNAMIC HEIGHT  -        216.559 (meters)      710.49  (feet) COMP
 ME0585  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 ME0585
 ME0585  VERT ORDER      -  SECOND    CLASS 0
 ME0585
 ME0585.The horizontal coordinates were scaled from a map and have
 ME0585.an estimated accuracy of +/- 6 seconds.
 ME0585
 ME0585.The orthometric height was determined by differential leveling and
 ME0585.adjusted by the NATIONAL GEODETIC SURVEY
 ME0585.in June 1991.
 ME0585
 ME0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0585.GEOID18 height accuracy estimate available here.
 ME0585
 ME0585.Click photographs - Photos may exist for this station.
 ME0585
 ME0585.The dynamic height is computed by dividing the NAVD 88
 ME0585.geopotential number by the normal gravity value computed on the
 ME0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0585.degrees latitude (g = 980.6199 gals.).
 ME0585
 ME0585.The modeled gravity was interpolated from observed gravity values.
 ME0585
 ME0585;                    North         East    Units  Estimated Accuracy
 ME0585;SPC IN W     -   681,860.      916,050.      MT  (+/- 180 meters Scaled)
 ME0585
 ME0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090820(NAD 83)
 ME0585
 ME0585                          SUPERSEDED SURVEY CONTROL
 ME0585
 ME0585  NGVD 29 (??/??/92)  216.724  (m)          711.04   (f) ADJ UNCH    2 0
 ME0585
 ME0585.Superseded values are not recommended for survey control.
 ME0585
 ME0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0585.See file dsdata.pdf to determine how the superseded data were derived.
 ME0585
 ME0585_MARKER: DB = BENCH MARK DISK
 ME0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0585_STAMPING: G 143 1946
 ME0585_MARK LOGO: CGS
 ME0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0585+STABILITY: SURFACE MOTION
 ME0585
 ME0585  HISTORY     - Date     Condition        Report By
 ME0585  HISTORY     - 1946     MONUMENTED       CGS
 ME0585  HISTORY     - 20071103 POOR             GEOCAC
 ME0585
 ME0585                          STATION DESCRIPTION
 ME0585
 ME0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0585'3.2 MI SE FROM WANATAH.
 ME0585'ABOUT 0.45 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME0585'THE STATION AT WANATAH, THENCE ABOUT 2.8 MILES SOUTH ALONG
 ME0585'STATE HIGHWAY 43, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF THE
 ME0585'CHESAPEAKE AND OHIO RAILROAD, AT A CROSS ROAD, SET IN THE
 ME0585'SOUTHEAST QUARTER OF THE INTERSECTION, 30 FEET EAST OF THE
 ME0585'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF
 ME0585'THE EAST-AND-WEST ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, IN
 ME0585'LINE WITH THE ROW OF POLES, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 ME0585'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME0585'INTERSECTION, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0585'INCHES.
 ME0585
 ME0585                          STATION RECOVERY (2007)
 ME0585
 ME0585'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0585'SETTING IS LEANING AND DISK IS GOONE. UNUSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0381 ***********************************************************************
 ME0381  DESIGNATION -  G 144
 ME0381  PID         -  ME0381
 ME0381  STATE/COUNTY-  IN/FULTON
 ME0381  COUNTRY     -  US
 ME0381  USGS QUAD   -  ARGOS (2019)
 ME0381
 ME0381                         *CURRENT SURVEY CONTROL
 ME0381  ______________________________________________________________________
 ME0381* NAD 83(1986) POSITION- 41 08 49.     (N) 086 13 39.     (W)   SCALED
 ME0381* NAVD 88 ORTHO HEIGHT -   267.286 (meters)      876.92  (feet) ADJUSTED
 ME0381  ______________________________________________________________________
 ME0381  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME0381  DYNAMIC HEIGHT  -        267.172 (meters)      876.55  (feet) COMP
 ME0381  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 ME0381
 ME0381  VERT ORDER      -  SECOND    CLASS 0
 ME0381
 ME0381.The horizontal coordinates were scaled from a map and have
 ME0381.an estimated accuracy of +/- 6 seconds.
 ME0381
 ME0381.The orthometric height was determined by differential leveling and
 ME0381.adjusted by the NATIONAL GEODETIC SURVEY
 ME0381.in June 1991.
 ME0381
 ME0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0381.GEOID18 height accuracy estimate available here.
 ME0381
 ME0381.Click photographs - Photos may exist for this station.
 ME0381
 ME0381.The dynamic height is computed by dividing the NAVD 88
 ME0381.geopotential number by the normal gravity value computed on the
 ME0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0381.degrees latitude (g = 980.6199 gals.).
 ME0381
 ME0381.The modeled gravity was interpolated from observed gravity values.
 ME0381
 ME0381;                    North         East    Units  Estimated Accuracy
 ME0381;SPC IN E     -   655,030.       52,920.      MT  (+/- 180 meters Scaled)
 ME0381
 ME0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648553(NAD 83)
 ME0381
 ME0381                          SUPERSEDED SURVEY CONTROL
 ME0381
 ME0381  NGVD 29 (??/??/92)  267.404  (m)          877.31   (f) ADJ UNCH    2 0
 ME0381
 ME0381.Superseded values are not recommended for survey control.
 ME0381
 ME0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0381.See file dsdata.pdf to determine how the superseded data were derived.
 ME0381
 ME0381_MARKER: DB = BENCH MARK DISK
 ME0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0381_STAMPING: G 144 1946
 ME0381_MARK LOGO: CGS
 ME0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0381+STABILITY: SURFACE MOTION
 ME0381
 ME0381  HISTORY     - Date     Condition        Report By
 ME0381  HISTORY     - 1946     MONUMENTED       CGS
 ME0381  HISTORY     - 1988     GOOD             USPSQD
 ME0381  HISTORY     - 1990     GOOD             USPSQD
 ME0381
 ME0381                          STATION DESCRIPTION
 ME0381
 ME0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0381'5.8 MI N FROM ROCHESTER.
 ME0381'ABOUT 5.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE COUNTY
 ME0381'COURT HOUSE AT ROCHESTER, ABOUT 0.3 MILE NORTH OF THE INTERSECTION
 ME0381'WITH AN EAST-WEST GRAVEL ROAD, AT D.T. ROSES FARM, 53 FEET
 ME0381'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 49 FEET EAST
 ME0381'OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF A POWER
 ME0381'LINE POLE NUMBER 4-311/231, 4.5 FEET NORTH OF A FENCE CORNER, 1
 ME0381'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH
 ME0381'OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 ME0381'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0381'4 INCHES.  NOTE-- THIS MARK IS ABOUT 6.25 MILES SOUTH ALONG U.S.
 ME0381'HIGHWAY 31 FROM THE SCHOOL BUILDING AT ARGOS, MARSHALL COUNTY.
 ME0381
 ME0381                          STATION RECOVERY (1988)
 ME0381
 ME0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0381'RECOVERED IN GOOD CONDITION.
 ME0381
 ME0381                          STATION RECOVERY (1990)
 ME0381
 ME0381'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1215 ***********************************************************************
 MD1215  DESIGNATION -  G 145
 MD1215  PID         -  MD1215
 MD1215  STATE/COUNTY-  IN/KOSCIUSKO
 MD1215  COUNTRY     -  US
 MD1215  USGS QUAD   -  BURKET (2019)
 MD1215
 MD1215                         *CURRENT SURVEY CONTROL
 MD1215  ______________________________________________________________________
 MD1215* NAD 83(1986) POSITION- 41 12 43.     (N) 085 58 18.     (W)   SCALED
 MD1215* NAVD 88 ORTHO HEIGHT -   251.465 (meters)      825.01  (feet) ADJUSTED
 MD1215  ______________________________________________________________________
 MD1215  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 MD1215  DYNAMIC HEIGHT  -        251.358 (meters)      824.66  (feet) COMP
 MD1215  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 MD1215
 MD1215  VERT ORDER      -  SECOND    CLASS 0
 MD1215
 MD1215.The horizontal coordinates were scaled from a map and have
 MD1215.an estimated accuracy of +/- 6 seconds.
 MD1215
 MD1215.The orthometric height was determined by differential leveling and
 MD1215.adjusted by the NATIONAL GEODETIC SURVEY
 MD1215.in June 1991.
 MD1215
 MD1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1215.GEOID18 height accuracy estimate available here.
 MD1215
 MD1215.Click photographs - Photos may exist for this station.
 MD1215
 MD1215.The dynamic height is computed by dividing the NAVD 88
 MD1215.geopotential number by the normal gravity value computed on the
 MD1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1215.degrees latitude (g = 980.6199 gals.).
 MD1215
 MD1215.The modeled gravity was interpolated from observed gravity values.
 MD1215
 MD1215;                    North         East    Units  Estimated Accuracy
 MD1215;SPC IN E     -   662,140.       74,420.      MT  (+/- 180 meters Scaled)
 MD1215
 MD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL862627(NAD 83)
 MD1215
 MD1215                          SUPERSEDED SURVEY CONTROL
 MD1215
 MD1215  NGVD 29 (??/??/92)  251.595  (m)          825.44   (f) ADJ UNCH    2 0
 MD1215
 MD1215.Superseded values are not recommended for survey control.
 MD1215
 MD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1215.See file dsdata.pdf to determine how the superseded data were derived.
 MD1215
 MD1215_MARKER: DB = BENCH MARK DISK
 MD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1215_STAMPING: G 145 1946
 MD1215_MARK LOGO: CGS
 MD1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1215+STABILITY: SURFACE MOTION
 MD1215
 MD1215  HISTORY     - Date     Condition        Report By
 MD1215  HISTORY     - 1946     MONUMENTED       CGS
 MD1215  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1215
 MD1215                          STATION DESCRIPTION
 MD1215
 MD1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1215'4.2 MI S FROM ATWOOD.
 MD1215'4.2 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 MD1215'ATWOOD, 0.5 MILE NORTH OF THE CROSSING OF THE WINONA RAILWAY,
 MD1215'AT A TURN IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND WEST
 MD1215'AND AT A 2-STORY WHITE FARM HOUSE ON THE NORTH SIDE OF THE ROAD,
 MD1215'156 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 93
 MD1215'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 29 FEET NORTHEAST
 MD1215'OF THE CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF
 MD1215'THE TURN, ABOUT 14 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 MD1215'TANGENT LEADING SOUTH, ABOUT 14 FEET SOUTH OF THE EXTENDED
 MD1215'CENTER LINE OF THE TANGENT LEADING WEST, 6 FEET NORTH OF A
 MD1215'VERTICAL RAIL AT A T FENCE CORNER, 2 FEET SOUTH OF A WHITE
 MD1215'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 MD1215'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1215
 MD1215                          STATION RECOVERY (1996)
 MD1215
 MD1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0953 ***********************************************************************
 LB0953  DESIGNATION -  G 146
 LB0953  PID         -  LB0953
 LB0953  STATE/COUNTY-  IN/CARROLL
 LB0953  COUNTRY     -  US
 LB0953  USGS QUAD   -  BURROWS (2019)
 LB0953
 LB0953                         *CURRENT SURVEY CONTROL
 LB0953  ______________________________________________________________________
 LB0953* NAD 83(1986) POSITION- 40 39 11.     (N) 086 35 28.     (W)   SCALED
 LB0953* NAVD 88 ORTHO HEIGHT -   192.681 (meters)      632.15  (feet) ADJUSTED
 LB0953  ______________________________________________________________________
 LB0953  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LB0953  DYNAMIC HEIGHT  -        192.590 (meters)      631.86  (feet) COMP
 LB0953  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 LB0953
 LB0953  VERT ORDER      -  SECOND    CLASS 0
 LB0953
 LB0953.The horizontal coordinates were scaled from a map and have
 LB0953.an estimated accuracy of +/- 6 seconds.
 LB0953
 LB0953.The orthometric height was determined by differential leveling and
 LB0953.adjusted by the NATIONAL GEODETIC SURVEY
 LB0953.in June 1991.
 LB0953
 LB0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0953.GEOID18 height accuracy estimate available here.
 LB0953
 LB0953.Click photographs - Photos may exist for this station.
 LB0953
 LB0953.The dynamic height is computed by dividing the NAVD 88
 LB0953.geopotential number by the normal gravity value computed on the
 LB0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0953.degrees latitude (g = 980.6199 gals.).
 LB0953
 LB0953.The modeled gravity was interpolated from observed gravity values.
 LB0953
 LB0953;                    North         East    Units  Estimated Accuracy
 LB0953;SPC IN W     -   600,150.      941,630.      MT  (+/- 180 meters Scaled)
 LB0953
 LB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345003(NAD 83)
 LB0953
 LB0953                          SUPERSEDED SURVEY CONTROL
 LB0953
 LB0953  NGVD 29 (??/??/92)  192.793  (m)          632.52   (f) ADJ UNCH    2 0
 LB0953
 LB0953.Superseded values are not recommended for survey control.
 LB0953
 LB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0953.See file dsdata.pdf to determine how the superseded data were derived.
 LB0953
 LB0953_MARKER: DB = BENCH MARK DISK
 LB0953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0953_SP_SET: PIPE CULVERT HEADWALL
 LB0953_STAMPING: G 146 1946
 LB0953_MARK LOGO: CGS
 LB0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0953+STABILITY: SURFACE MOTION
 LB0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0953+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 LB0953
 LB0953  HISTORY     - Date     Condition        Report By
 LB0953  HISTORY     - 1946     MONUMENTED       CGS
 LB0953  HISTORY     - 20020617 GOOD             GRWENG
 LB0953
 LB0953                          STATION DESCRIPTION
 LB0953
 LB0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0953'1.2 MI N FROM ROCKFIELD.
 LB0953'ABOUT 1.2 MILE NORTH ALONG THE LOCKPORT-ROCKFIELD ROAD FROM THE
 LB0953'HIGHSCHOOL AT ROCKFIELD, ABOUT 50 YARDS SOUTH OF A PRIVATE ROAD
 LB0953'LEADING EAST TO GEORGE MONTGOMERYS FARM, SET IN THE CENTER OF
 LB0953'THE TOP OF THE EAST CONCRETE HEADWALL OF A 24-INCH CONCRETE
 LB0953'PIPE CULVERT, 11 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 LB0953'2 FEET ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED G 146 1946.
 LB0953
 LB0953                          STATION RECOVERY (2002)
 LB0953
 LB0953'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0953'GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1030 ***********************************************************************
 LB1030  DESIGNATION -  G 147
 LB1030  PID         -  LB1030
 LB1030  STATE/COUNTY-  IN/CARROLL
 LB1030  COUNTRY     -  US
 LB1030  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1030
 LB1030                         *CURRENT SURVEY CONTROL
 LB1030  ______________________________________________________________________
 LB1030* NAD 83(1986) POSITION- 40 43 37.     (N) 086 45 23.     (W)   SCALED
 LB1030* NAVD 88 ORTHO HEIGHT -   191.701 (meters)      628.94  (feet) ADJUSTED
 LB1030  ______________________________________________________________________
 LB1030  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LB1030  DYNAMIC HEIGHT  -        191.611 (meters)      628.64  (feet) COMP
 LB1030  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 LB1030
 LB1030  VERT ORDER      -  SECOND    CLASS 0
 LB1030
 LB1030.The horizontal coordinates were scaled from a map and have
 LB1030.an estimated accuracy of +/- 6 seconds.
 LB1030
 LB1030.The orthometric height was determined by differential leveling and
 LB1030.adjusted by the NATIONAL GEODETIC SURVEY
 LB1030.in June 1991.
 LB1030
 LB1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1030.GEOID18 height accuracy estimate available here.
 LB1030
 LB1030.Click photographs - Photos may exist for this station.
 LB1030
 LB1030.The dynamic height is computed by dividing the NAVD 88
 LB1030.geopotential number by the normal gravity value computed on the
 LB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1030.degrees latitude (g = 980.6199 gals.).
 LB1030
 LB1030.The modeled gravity was interpolated from observed gravity values.
 LB1030
 LB1030;                    North         East    Units  Estimated Accuracy
 LB1030;SPC IN W     -   608,290.      927,620.      MT  (+/- 180 meters Scaled)
 LB1030
 LB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL205084(NAD 83)
 LB1030
 LB1030                          SUPERSEDED SURVEY CONTROL
 LB1030
 LB1030  NGVD 29 (??/??/92)  191.811  (m)          629.30   (f) ADJ UNCH    2 0
 LB1030
 LB1030.Superseded values are not recommended for survey control.
 LB1030
 LB1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1030.See file dsdata.pdf to determine how the superseded data were derived.
 LB1030
 LB1030_MARKER: DB = BENCH MARK DISK
 LB1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1030_SP_SET: BRIDGE RAILING
 LB1030_STAMPING: G 147 1946
 LB1030_MARK LOGO: CGS
 LB1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1030
 LB1030  HISTORY     - Date     Condition        Report By
 LB1030  HISTORY     - 1946     MONUMENTED       CGS
 LB1030
 LB1030                          STATION DESCRIPTION
 LB1030
 LB1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1030'1.4 MI S FROM MONTICELLO.
 LB1030'ABOUT 1.35 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1030'COURT HOUSE AT MONTICELLO, AT THE SOUTHEAST END OF THE LARGE
 LB1030'STEEL BRIDGE OVER LAKE FREEMAN, SET IN THE BASE OF THE NORTHEAST
 LB1030'CONCRETE RAILING, 12.5 FEET NORTHEAST OF THE CENTER LINE OF
 LB1030'THE HIGHWAY, 4.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 LB1030'RAILING AND ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR LEVEL.  A
 LB1030'STANDARD DISK, STAMPED G 147 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0027 ***********************************************************************
 LB0027  DESIGNATION -  G 148
 LB0027  PID         -  LB0027
 LB0027  STATE/COUNTY-  IN/CASS
 LB0027  COUNTRY     -  US
 LB0027  USGS QUAD   -  CLYMERS (2019)
 LB0027
 LB0027                         *CURRENT SURVEY CONTROL
 LB0027  ______________________________________________________________________
 LB0027* NAD 83(1986) POSITION- 40 41 49.     (N) 086 28 13.     (W)   SCALED
 LB0027* NAVD 88 ORTHO HEIGHT -   219.172 (meters)      719.07  (feet) ADJUSTED
 LB0027  ______________________________________________________________________
 LB0027  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 LB0027  DYNAMIC HEIGHT  -        219.067 (meters)      718.72  (feet) COMP
 LB0027  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB0027
 LB0027  VERT ORDER      -  SECOND    CLASS 0
 LB0027
 LB0027.The horizontal coordinates were scaled from a map and have
 LB0027.an estimated accuracy of +/- 6 seconds.
 LB0027
 LB0027.The orthometric height was determined by differential leveling and
 LB0027.adjusted by the NATIONAL GEODETIC SURVEY
 LB0027.in June 1991.
 LB0027
 LB0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0027.GEOID18 height accuracy estimate available here.
 LB0027
 LB0027.Click photographs - Photos may exist for this station.
 LB0027
 LB0027.The dynamic height is computed by dividing the NAVD 88
 LB0027.geopotential number by the normal gravity value computed on the
 LB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0027.degrees latitude (g = 980.6199 gals.).
 LB0027
 LB0027.The modeled gravity was interpolated from observed gravity values.
 LB0027
 LB0027;                    North         East    Units  Estimated Accuracy
 LB0027;SPC IN E     -   605,220.       32,080.      MT  (+/- 180 meters Scaled)
 LB0027
 LB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447052(NAD 83)
 LB0027
 LB0027                          SUPERSEDED SURVEY CONTROL
 LB0027
 LB0027  NGVD 29 (??/??/92)  219.288  (m)          719.45   (f) ADJ UNCH    2 0
 LB0027
 LB0027.Superseded values are not recommended for survey control.
 LB0027
 LB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0027.See file dsdata.pdf to determine how the superseded data were derived.
 LB0027
 LB0027_MARKER: DB = BENCH MARK DISK
 LB0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0027_STAMPING: G 148 1946
 LB0027_MARK LOGO: CGS
 LB0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0027+STABILITY: SURFACE MOTION
 LB0027
 LB0027  HISTORY     - Date     Condition        Report By
 LB0027  HISTORY     - 1946     MONUMENTED       CGS
 LB0027  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0027  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB0027
 LB0027                          STATION DESCRIPTION
 LB0027
 LB0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0027'0.9 MI SW FROM CLYMERS.
 LB0027'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE
 LB0027'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD AT CLYMERS, AT LOGANS
 LB0027'AIR PARK, AT THE EAST CORNER OF A SHEET METAL HANGER BUILDING,
 LB0027'1.7 FEET NORTHEAST OF THE EAST CORNER OF THE HANGER, 4.6 FEET
 LB0027'SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING AND 19 FEET
 LB0027'WEST OF A GASOLINE PUMP.  A STANDARD DISK, STAMPED G 148 1946
 LB0027'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0027'GROUND.
 LB0027
 LB0027                          STATION RECOVERY (1961)
 LB0027
 LB0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0027'MARK NOT FOUND.
 LB0027
 LB0027                          STATION RECOVERY (2017)
 LB0027
 LB0027'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0027'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0480 ***********************************************************************
 ME0480  DESIGNATION -  G 149
 ME0480  PID         -  ME0480
 ME0480  STATE/COUNTY-  IN/LA PORTE
 ME0480  COUNTRY     -  US
 ME0480  USGS QUAD   -  WANATAH (2019)
 ME0480
 ME0480                         *CURRENT SURVEY CONTROL
 ME0480  ______________________________________________________________________
 ME0480* NAD 83(1986) POSITION- 41 29 56.     (N) 086 53 37.     (W)   SCALED
 ME0480* NAVD 88 ORTHO HEIGHT -   236.402 (meters)      775.60  (feet) ADJUSTED
 ME0480  ______________________________________________________________________
 ME0480  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0480  DYNAMIC HEIGHT  -        236.308 (meters)      775.29  (feet) COMP
 ME0480  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 ME0480
 ME0480  VERT ORDER      -  SECOND    CLASS 0
 ME0480
 ME0480.The horizontal coordinates were scaled from a map and have
 ME0480.an estimated accuracy of +/- 6 seconds.
 ME0480
 ME0480.The orthometric height was determined by differential leveling and
 ME0480.adjusted by the NATIONAL GEODETIC SURVEY
 ME0480.in June 1991.
 ME0480
 ME0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0480.GEOID18 height accuracy estimate available here.
 ME0480
 ME0480.Click photographs - Photos may exist for this station.
 ME0480
 ME0480.The dynamic height is computed by dividing the NAVD 88
 ME0480.geopotential number by the normal gravity value computed on the
 ME0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0480.degrees latitude (g = 980.6199 gals.).
 ME0480
 ME0480.The modeled gravity was interpolated from observed gravity values.
 ME0480
 ME0480;                    North         East    Units  Estimated Accuracy
 ME0480;SPC IN W     -   693,980.      915,840.      MT  (+/- 180 meters Scaled)
 ME0480
 ME0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL088941(NAD 83)
 ME0480
 ME0480                          SUPERSEDED SURVEY CONTROL
 ME0480
 ME0480  NGVD 29 (??/??/92)  236.490  (m)          775.88   (f) ADJ UNCH    2 0
 ME0480
 ME0480.Superseded values are not recommended for survey control.
 ME0480
 ME0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0480.See file dsdata.pdf to determine how the superseded data were derived.
 ME0480
 ME0480_MARKER: DB = BENCH MARK DISK
 ME0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0480_STAMPING: G 149 1946
 ME0480_MARK LOGO: CGS
 ME0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0480+STABILITY: SURFACE MOTION
 ME0480
 ME0480  HISTORY     - Date     Condition        Report By
 ME0480  HISTORY     - 1946     MONUMENTED       CGS
 ME0480
 ME0480                          STATION DESCRIPTION
 ME0480
 ME0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0480'2.7 MI S FROM WESTVILLE.
 ME0480'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0480'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 0.7 MILE
 ME0480'SOUTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT
 ME0480'THE WM. FRYER FARM, ABOUT 45 YARDS NORTHEAST OF THE FARMHOUSE,
 ME0480'ABOUT 185 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 29
 ME0480'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET EAST OF
 ME0480'THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 ME0480'BRONZE DISK, STAMPED G 149 1946 AND SET IN THE TOP OF A CONCRETE
 ME0480'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0559 ***********************************************************************
 ME0559  DESIGNATION -  G 150
 ME0559  PID         -  ME0559
 ME0559  STATE/COUNTY-  IN/LA PORTE
 ME0559  COUNTRY     -  US
 ME0559  USGS QUAD   -  WANATAH (2019)
 ME0559
 ME0559                         *CURRENT SURVEY CONTROL
 ME0559  ______________________________________________________________________
 ME0559* NAD 83(1986) POSITION- 41 25 37.     (N) 086 53 00.     (W)   SCALED
 ME0559* NAVD 88 ORTHO HEIGHT -   223.796 (meters)      734.24  (feet) ADJUSTED
 ME0559  ______________________________________________________________________
 ME0559  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME0559  DYNAMIC HEIGHT  -        223.705 (meters)      733.94  (feet) COMP
 ME0559  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 ME0559
 ME0559  VERT ORDER      -  FIRST     CLASS II
 ME0559
 ME0559.The horizontal coordinates were scaled from a map and have
 ME0559.an estimated accuracy of +/- 6 seconds.
 ME0559
 ME0559.The orthometric height was determined by differential leveling and
 ME0559.adjusted by the NATIONAL GEODETIC SURVEY
 ME0559.in June 1991.
 ME0559
 ME0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0559.GEOID18 height accuracy estimate available here.
 ME0559
 ME0559.Click photographs - Photos may exist for this station.
 ME0559
 ME0559.The dynamic height is computed by dividing the NAVD 88
 ME0559.geopotential number by the normal gravity value computed on the
 ME0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0559.degrees latitude (g = 980.6199 gals.).
 ME0559
 ME0559.The modeled gravity was interpolated from observed gravity values.
 ME0559
 ME0559;                    North         East    Units  Estimated Accuracy
 ME0559;SPC IN W     -   685,990.      916,720.      MT  (+/- 180 meters Scaled)
 ME0559
 ME0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL097861(NAD 83)
 ME0559
 ME0559                          SUPERSEDED SURVEY CONTROL
 ME0559
 ME0559  NGVD 29 (??/??/92)  223.89   (m)          734.5    (f) COMPUTED    1 2
 ME0559
 ME0559.Superseded values are not recommended for survey control.
 ME0559
 ME0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0559.See file dsdata.pdf to determine how the superseded data were derived.
 ME0559
 ME0559_MARKER: DB = BENCH MARK DISK
 ME0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0559_SP_SET: ABUTMENT
 ME0559_STAMPING: G 150 1946
 ME0559_MARK LOGO: CGS
 ME0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0559
 ME0559  HISTORY     - Date     Condition        Report By
 ME0559  HISTORY     - 1946     MONUMENTED       CGS
 ME0559  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0559  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0559
 ME0559                          STATION DESCRIPTION
 ME0559
 ME0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0559'0.8 MI E FROM WANATAH.
 ME0559'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0559'WANATAH STATE BANK AT WANATAH, LA PORTE COUNTY, ABOUT 0.4 MILE
 ME0559'EAST OF THE OVERPASS OF STATE HIGHWAY 43, ABOUT 7 RAILS WEST OF
 ME0559'MILEPOST 414, AT A RAILROAD COAL LOADING DOCK, IN TOP OF THE
 ME0559'NORTHWEST CORNER OF THE WEST CONCRETE ABUTMENT, 18 FEET SOUTH
 ME0559'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND ABOUT 2-1/2 FEET
 ME0559'HIGHER THAN THE TRACK.  A BRONZE DISK, STAMPED G 150 1946.
 ME0559
 ME0559                          STATION RECOVERY (1968)
 ME0559
 ME0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0559'MARK NOT FOUND.
 ME0559
 ME0559                          STATION RECOVERY (2007)
 ME0559
 ME0559'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0777 ***********************************************************************
 ME0777  DESIGNATION -  G 152
 ME0777  PID         -  ME0777
 ME0777  STATE/COUNTY-  IN/LA PORTE
 ME0777  COUNTRY     -  US
 ME0777  USGS QUAD   -  LAPORTE WEST (2019)
 ME0777
 ME0777                         *CURRENT SURVEY CONTROL
 ME0777  ______________________________________________________________________
 ME0777* NAD 83(1986) POSITION- 41 33 47.     (N) 086 51 24.     (W)   SCALED
 ME0777* NAVD 88 ORTHO HEIGHT -   253.340 (meters)      831.17  (feet) ADJUSTED
 ME0777  ______________________________________________________________________
 ME0777  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 ME0777  DYNAMIC HEIGHT  -        253.242 (meters)      830.84  (feet) COMP
 ME0777  MODELED GRAVITY -    980,227.7   (mgal)                       NAVD 88
 ME0777
 ME0777  VERT ORDER      -  SECOND    CLASS 0
 ME0777
 ME0777.The horizontal coordinates were scaled from a map and have
 ME0777.an estimated accuracy of +/- 6 seconds.
 ME0777
 ME0777.The orthometric height was determined by differential leveling and
 ME0777.adjusted by the NATIONAL GEODETIC SURVEY
 ME0777.in June 1991.
 ME0777
 ME0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0777.GEOID18 height accuracy estimate available here.
 ME0777
 ME0777.Click photographs - Photos may exist for this station.
 ME0777
 ME0777.The dynamic height is computed by dividing the NAVD 88
 ME0777.geopotential number by the normal gravity value computed on the
 ME0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0777.degrees latitude (g = 980.6199 gals.).
 ME0777
 ME0777.The modeled gravity was interpolated from observed gravity values.
 ME0777
 ME0777;                    North         East    Units  Estimated Accuracy
 ME0777;SPC IN W     -   701,110.      918,910.      MT  (+/- 180 meters Scaled)
 ME0777
 ME0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM119012(NAD 83)
 ME0777
 ME0777                          SUPERSEDED SURVEY CONTROL
 ME0777
 ME0777  NGVD 29 (??/??/92)  253.435  (m)          831.48   (f) ADJ UNCH    2 0
 ME0777
 ME0777.Superseded values are not recommended for survey control.
 ME0777
 ME0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0777.See file dsdata.pdf to determine how the superseded data were derived.
 ME0777
 ME0777_MARKER: DB = BENCH MARK DISK
 ME0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0777_SP_SET: BUILDING
 ME0777_STAMPING: G 152 1946
 ME0777_MARK LOGO: CGS
 ME0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0777
 ME0777  HISTORY     - Date     Condition        Report By
 ME0777  HISTORY     - 1946     MONUMENTED       CGS
 ME0777
 ME0777                          STATION DESCRIPTION
 ME0777
 ME0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0777'AT PIN HOOK.
 ME0777'AT PIN HOOK, LA PORTE COUNTY, AT THE OLD SCHOOL BUILDING (USED
 ME0777'AS THE TOWN HALL IN 1946), IN THE NORTHWEST BRICK WALL, 1.0 FOOT
 ME0777'SOUTHWEST OF THE NORTH CORNER, AND 2.7 FEET ABOVE GROUND.  A
 ME0777'BRONZE DISK, STAMPED G 152 1945 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0481 ***********************************************************************
 ME0481  DESIGNATION -  G 153
 ME0481  PID         -  ME0481
 ME0481  STATE/COUNTY-  IN/LA PORTE
 ME0481  COUNTRY     -  US
 ME0481  USGS QUAD   -  HANNA (2019)
 ME0481
 ME0481                         *CURRENT SURVEY CONTROL
 ME0481  ______________________________________________________________________
 ME0481* NAD 83(1986) POSITION- 41 29 29.     (N) 086 52 22.     (W)   SCALED
 ME0481* NAVD 88 ORTHO HEIGHT -   232.416 (meters)      762.52  (feet) ADJUSTED
 ME0481  ______________________________________________________________________
 ME0481  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME0481  DYNAMIC HEIGHT  -        232.323 (meters)      762.21  (feet) COMP
 ME0481  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 ME0481
 ME0481  VERT ORDER      -  SECOND    CLASS 0
 ME0481
 ME0481.The horizontal coordinates were scaled from a map and have
 ME0481.an estimated accuracy of +/- 6 seconds.
 ME0481
 ME0481.The orthometric height was determined by differential leveling and
 ME0481.adjusted by the NATIONAL GEODETIC SURVEY
 ME0481.in June 1991.
 ME0481
 ME0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0481.GEOID18 height accuracy estimate available here.
 ME0481
 ME0481.Click photographs - Photos may exist for this station.
 ME0481
 ME0481.The dynamic height is computed by dividing the NAVD 88
 ME0481.geopotential number by the normal gravity value computed on the
 ME0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0481.degrees latitude (g = 980.6199 gals.).
 ME0481
 ME0481.The modeled gravity was interpolated from observed gravity values.
 ME0481
 ME0481;                    North         East    Units  Estimated Accuracy
 ME0481;SPC IN W     -   693,150.      917,580.      MT  (+/- 180 meters Scaled)
 ME0481
 ME0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106933(NAD 83)
 ME0481
 ME0481                          SUPERSEDED SURVEY CONTROL
 ME0481
 ME0481  NGVD 29 (??/??/92)  232.506  (m)          762.81   (f) ADJ UNCH    2 0
 ME0481
 ME0481.Superseded values are not recommended for survey control.
 ME0481
 ME0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0481.See file dsdata.pdf to determine how the superseded data were derived.
 ME0481
 ME0481_MARKER: DB = BENCH MARK DISK
 ME0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0481_SP_SET: BRIDGE
 ME0481_STAMPING: G 153 1946
 ME0481_MARK LOGO: CGS
 ME0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0481
 ME0481  HISTORY     - Date     Condition        Report By
 ME0481  HISTORY     - 1946     MONUMENTED       CGS
 ME0481  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0481
 ME0481                          STATION DESCRIPTION
 ME0481
 ME0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0481'1.1 MI E FROM WESTVILLE.
 ME0481'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0481'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, THENCE ABOUT 1.1
 ME0481'MILES EAST ALONG A COUNTY ROAD, ABOUT 4.9 MILES WEST OF THE
 ME0481'CROSSROADS AT UNION MILLS, ABOUT 85 YARDS EAST OF THE CENTER OF
 ME0481'THE JUNCTION OF A TARVIA ROAD LEADING NORTH, AT THE 30-FOOT,
 ME0481'WOODEN-BLOCK, DECK BRIDGE OVER TOPPER DITCH, IN THE TOP OF THE
 ME0481'SOUTHEAST WING WALL, 9.5 FEET SOUTH OF THE CENTER LINE OF THE
 ME0481'ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  A BRONZE DISK,
 ME0481'STAMPED G 153 1946.
 ME0481
 ME0481                          STATION RECOVERY (1989)
 ME0481
 ME0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0795 ***********************************************************************
 ME0795  DESIGNATION -  G 154
 ME0795  PID         -  ME0795
 ME0795  STATE/COUNTY-  IN/LA PORTE
 ME0795  COUNTRY     -  US
 ME0795  USGS QUAD   -  LAPORTE EAST (2019)
 ME0795
 ME0795                         *CURRENT SURVEY CONTROL
 ME0795  ______________________________________________________________________
 ME0795* NAD 83(1986) POSITION- 41 31 07.     (N) 086 37 56.     (W)   SCALED
 ME0795* NAVD 88 ORTHO HEIGHT -   223.604 (meters)      733.61  (feet) ADJUSTED
 ME0795  ______________________________________________________________________
 ME0795  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0795  DYNAMIC HEIGHT  -        223.516 (meters)      733.32  (feet) COMP
 ME0795  MODELED GRAVITY -    980,223.5   (mgal)                       NAVD 88
 ME0795
 ME0795  VERT ORDER      -  SECOND    CLASS 0
 ME0795
 ME0795.The horizontal coordinates were scaled from a map and have
 ME0795.an estimated accuracy of +/- 6 seconds.
 ME0795
 ME0795.The orthometric height was determined by differential leveling and
 ME0795.adjusted by the NATIONAL GEODETIC SURVEY
 ME0795.in June 1991.
 ME0795
 ME0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0795.GEOID18 height accuracy estimate available here.
 ME0795
 ME0795.Click photographs - Photos may exist for this station.
 ME0795
 ME0795.The dynamic height is computed by dividing the NAVD 88
 ME0795.geopotential number by the normal gravity value computed on the
 ME0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0795.degrees latitude (g = 980.6199 gals.).
 ME0795
 ME0795.The modeled gravity was interpolated from observed gravity values.
 ME0795
 ME0795;                    North         East    Units  Estimated Accuracy
 ME0795;SPC IN W     -   696,250.      937,650.      MT  (+/- 180 meters Scaled)
 ME0795
 ME0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL306963(NAD 83)
 ME0795
 ME0795                          SUPERSEDED SURVEY CONTROL
 ME0795
 ME0795  NGVD 29 (??/??/92)  223.712  (m)          733.96   (f) ADJ UNCH    2 0
 ME0795
 ME0795.Superseded values are not recommended for survey control.
 ME0795
 ME0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0795.See file dsdata.pdf to determine how the superseded data were derived.
 ME0795
 ME0795_MARKER: DB = BENCH MARK DISK
 ME0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0795_STAMPING: G 154 1946
 ME0795_MARK LOGO: CGS
 ME0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0795+STABILITY: SURFACE MOTION
 ME0795
 ME0795  HISTORY     - Date     Condition        Report By
 ME0795  HISTORY     - 1946     MONUMENTED       CGS
 ME0795  HISTORY     - 20170411 MARK NOT FOUND   INDOT
 ME0795
 ME0795                          STATION DESCRIPTION
 ME0795
 ME0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0795'3.1 MI SW FROM STILLWELL.
 ME0795'ABOUT 3.1 MILES SOUTHWEST ALONG COUNTY ROADS FROM THE GRAND TRUNK
 ME0795'WESTERN RAILROAD STATION AT STILLWELL, IN KINGSBURY ORDNANCE
 ME0795'PLANT GROUNDS, AT THE JUNCTION OF FIFTH ROAD AND HUPP ROAD, SET
 ME0795'IN THE SOUTHEAST QUARTER OF THE JUNCTION, 38 FEET EAST OF THE
 ME0795'CENTER LINE OF FIFTH ROAD, 26 FEET SOUTH OF THE CENTER LINE OF
 ME0795'HUPP ROAD, 167 FEET WEST OF THE CENTER LINE OF A SECONDARY ROAD
 ME0795'LEADING SOUTHEAST, 4.0 FEET SOUTHEAST OF A POWER POLE NUMBER BH/22,
 ME0795'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 0.5 FOOT
 ME0795'ABOVE ROAD LEVEL.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 ME0795'POST PROJECTING ABOUT 5 INCHES.
 ME0795
 ME0795                          STATION RECOVERY (2017)
 ME0795
 ME0795'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0880 ***********************************************************************
 ME0880  DESIGNATION -  G 155
 ME0880  PID         -  ME0880
 ME0880  STATE/COUNTY-  IN/ST JOSEPH
 ME0880  COUNTRY     -  US
 ME0880  USGS QUAD   -  NEW CARLISLE (2019)
 ME0880
 ME0880                         *CURRENT SURVEY CONTROL
 ME0880  ______________________________________________________________________
 ME0880* NAD 83(1986) POSITION- 41 40 20.14   (N) 086 30 22.70   (W)   HD_HELD1
 ME0880* NAVD 88 ORTHO HEIGHT -   259.655 (meters)      851.88  (feet) ADJUSTED
 ME0880  ______________________________________________________________________
 ME0880  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME0880  DYNAMIC HEIGHT  -        259.555 (meters)      851.56  (feet) COMP
 ME0880  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 ME0880
 ME0880  VERT ORDER      -  SECOND    CLASS 0
 ME0880
 ME0880.The horizontal coordinates were determined by differentially corrected
 ME0880.hand held GPS observations or other comparable positioning techniques
 ME0880.and have an estimated accuracy of +/- 3 meters.
 ME0880
 ME0880.The orthometric height was determined by differential leveling and
 ME0880.adjusted by the NATIONAL GEODETIC SURVEY
 ME0880.in June 1991.
 ME0880
 ME0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0880.GEOID18 height accuracy estimate available here.
 ME0880
 ME0880.Click photographs - Photos may exist for this station.
 ME0880
 ME0880.The dynamic height is computed by dividing the NAVD 88
 ME0880.geopotential number by the normal gravity value computed on the
 ME0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0880.degrees latitude (g = 980.6199 gals.).
 ME0880
 ME0880.The modeled gravity was interpolated from observed gravity values.
 ME0880
 ME0880;                    North         East    Units  Estimated Accuracy
 ME0880;SPC IN E     -   713,557.9      30,081.5     MT  (+/- 3 meters HH1 GPS) 
 ME0880
 ME0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4109513506(NAD 83)
 ME0880
 ME0880                          SUPERSEDED SURVEY CONTROL
 ME0880
 ME0880  NGVD 29 (??/??/92)  259.757  (m)          852.22   (f) ADJ UNCH    2 0
 ME0880
 ME0880.Superseded values are not recommended for survey control.
 ME0880
 ME0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0880.See file dsdata.pdf to determine how the superseded data were derived.
 ME0880
 ME0880_MARKER: DB = BENCH MARK DISK
 ME0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0880_STAMPING: G 155 1946
 ME0880_MARK LOGO: CGS
 ME0880_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0880+STABILITY: SURFACE MOTION
 ME0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0880+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0880
 ME0880  HISTORY     - Date     Condition        Report By
 ME0880  HISTORY     - 1946     MONUMENTED       CGS
 ME0880  HISTORY     - 1989     GOOD             USPSQD
 ME0880  HISTORY     - 20110706 GOOD             INDIV
 ME0880  HISTORY     - 20140715 GOOD             LFA
 ME0880  HISTORY     - 20150908 GOOD             LFA
 ME0880  HISTORY     - 20171019 GOOD             LFA
 ME0880
 ME0880                          STATION DESCRIPTION
 ME0880
 ME0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0880'2.4 MI S FROM NEW CARLISLE.
 ME0880'ABOUT 2.35 MILES SOUTH ALONG THE TIMOTHY ROAD FROM THE JUNCTION
 ME0880'OF U.S. HIGHWAY 20 AT NEW CARLISLE, AT THE JUNCTION OF STATE
 ME0880'HIGHWAY 2, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ME0880'OLD CHAPEL CHRISTIAN CHURCH, 77 FEET EAST OF THE CENTER LINE
 ME0880'OF THE TIMOTHY ROAD, 47.5 FEET NORTH OF THE CENTER LINE OF THE
 ME0880'WEST BOUND TRAFFIC LANE OF STATE HIGHWAY 2, 2.5 FEET WEST OF
 ME0880'POWER POLE NO. J246-74, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 ME0880'POST, ABOUT LEVEL WITH THE TIMOTHY ROAD, AND SET IN THE TOP OF
 ME0880'A CONCRETE POST PROJECTING 6 INCHES.
 ME0880
 ME0880                          STATION RECOVERY (1989)
 ME0880
 ME0880'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0880'RECOVERED IN GOOD CONDITION.
 ME0880
 ME0880                          STATION RECOVERY (2011)
 ME0880
 ME0880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0880'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME0880
 ME0880                          STATION RECOVERY (2014)
 ME0880
 ME0880'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2014 (SST)
 ME0880'RECOVERED IN GOOD CONDITION.
 ME0880
 ME0880                          STATION RECOVERY (2015)
 ME0880
 ME0880'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME0880'RECOVERED IN GOOD CONDITION.
 ME0880
 ME0880                          STATION RECOVERY (2017)
 ME0880
 ME0880'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1390 ***********************************************************************
 ME1390  DESIGNATION -  G 156
 ME1390  PID         -  ME1390
 ME1390  STATE/COUNTY-  IN/JASPER
 ME1390  COUNTRY     -  US
 ME1390  USGS QUAD   -  WHEATFIELD (2019)
 ME1390
 ME1390                         *CURRENT SURVEY CONTROL
 ME1390  ______________________________________________________________________
 ME1390* NAD 83(1986) POSITION- 41 08 36.     (N) 087 02 45.     (W)   SCALED
 ME1390* NAVD 88 ORTHO HEIGHT -   212.643 (meters)      697.65  (feet) ADJUSTED
 ME1390  ______________________________________________________________________
 ME1390  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 ME1390  DYNAMIC HEIGHT  -        212.552 (meters)      697.35  (feet) COMP
 ME1390  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 ME1390
 ME1390  VERT ORDER      -  SECOND    CLASS 0
 ME1390
 ME1390.The horizontal coordinates were scaled from a map and have
 ME1390.an estimated accuracy of +/- 6 seconds.
 ME1390
 ME1390.The orthometric height was determined by differential leveling and
 ME1390.adjusted by the NATIONAL GEODETIC SURVEY
 ME1390.in June 1991.
 ME1390
 ME1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1390.GEOID18 height accuracy estimate available here.
 ME1390
 ME1390.Click photographs - Photos may exist for this station.
 ME1390
 ME1390.The dynamic height is computed by dividing the NAVD 88
 ME1390.geopotential number by the normal gravity value computed on the
 ME1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1390.degrees latitude (g = 980.6199 gals.).
 ME1390
 ME1390.The modeled gravity was interpolated from observed gravity values.
 ME1390
 ME1390;                    North         East    Units  Estimated Accuracy
 ME1390;SPC IN W     -   654,480.      903,150.      MT  (+/- 180 meters Scaled)
 ME1390
 ME1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961546(NAD 83)
 ME1390
 ME1390                          SUPERSEDED SURVEY CONTROL
 ME1390
 ME1390  NGVD 29 (??/??/92)  212.736  (m)          697.95   (f) ADJ UNCH    2 0
 ME1390
 ME1390.Superseded values are not recommended for survey control.
 ME1390
 ME1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1390.See file dsdata.pdf to determine how the superseded data were derived.
 ME1390
 ME1390_MARKER: DB = BENCH MARK DISK
 ME1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1390_STAMPING: G 156 1946
 ME1390_MARK LOGO: CGS
 ME1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1390+STABILITY: SURFACE MOTION
 ME1390
 ME1390  HISTORY     - Date     Condition        Report By
 ME1390  HISTORY     - 1946     MONUMENTED       CGS
 ME1390  HISTORY     - 1968     GOOD             CGS
 ME1390  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1390  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1390
 ME1390                          STATION DESCRIPTION
 ME1390
 ME1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1390'4 MI S FROM WHEATFIELD.
 ME1390'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1390'CENTRAL RAILROAD STATION AT WHEATFIELD, AT A CROSS ROAD, 70 YARDS
 ME1390'SOUTHWEST AND ACROSS THE CROSS ROAD FROM WALKER CENTER SCHOOL,
 ME1390'55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTH OF
 ME1390'THE CENTER LINE OF THE ROAD LEADING WEST, (900 N) 14 FEET
 ME1390'NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT
 ME1390'NORTHEAST OF A FENCE LINE, 1 FOOT BELOW HIGHWAY LEVEL AND SET
 ME1390'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS 1
 ME1390'FOOT NE OF A METAL WITNESS POST.  NOTE-- SCHOOL HAS BEEN TORN
 ME1390'DOWN.
 ME1390
 ME1390                          STATION RECOVERY (1968)
 ME1390
 ME1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1390'RECOVERED IN GOOD CONDITION.
 ME1390
 ME1390                          STATION RECOVERY (1989)
 ME1390
 ME1390'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1390'MARK NOT FOUND.
 ME1390
 ME1390                          STATION RECOVERY (2012)
 ME1390
 ME1390'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1413 ***********************************************************************
 ME1413  DESIGNATION -  G 157
 ME1413  PID         -  ME1413
 ME1413  STATE/COUNTY-  IN/JASPER
 ME1413  COUNTRY     -  US
 ME1413  USGS QUAD   -  FAIR OAKS (2019)
 ME1413
 ME1413                         *CURRENT SURVEY CONTROL
 ME1413  ______________________________________________________________________
 ME1413* NAD 83(1986) POSITION- 41 00 46.     (N) 087 16 00.     (W)   SCALED
 ME1413* NAVD 88 ORTHO HEIGHT -   211.860 (meters)      695.08  (feet) ADJUSTED
 ME1413  ______________________________________________________________________
 ME1413  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 ME1413  DYNAMIC HEIGHT  -        211.769 (meters)      694.78  (feet) COMP
 ME1413  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME1413
 ME1413  VERT ORDER      -  SECOND    CLASS 0
 ME1413
 ME1413.The horizontal coordinates were scaled from a map and have
 ME1413.an estimated accuracy of +/- 6 seconds.
 ME1413
 ME1413.The orthometric height was determined by differential leveling and
 ME1413.adjusted by the NATIONAL GEODETIC SURVEY
 ME1413.in June 1991.
 ME1413
 ME1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1413.GEOID18 height accuracy estimate available here.
 ME1413
 ME1413.Click photographs - Photos may exist for this station.
 ME1413
 ME1413.The dynamic height is computed by dividing the NAVD 88
 ME1413.geopotential number by the normal gravity value computed on the
 ME1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1413.degrees latitude (g = 980.6199 gals.).
 ME1413
 ME1413.The modeled gravity was interpolated from observed gravity values.
 ME1413
 ME1413;                    North         East    Units  Estimated Accuracy
 ME1413;SPC IN W     -   639,990.      884,580.      MT  (+/- 180 meters Scaled)
 ME1413
 ME1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL775402(NAD 83)
 ME1413
 ME1413                          SUPERSEDED SURVEY CONTROL
 ME1413
 ME1413  NGVD 29 (??/??/92)  211.942  (m)          695.35   (f) ADJ UNCH    2 0
 ME1413
 ME1413.Superseded values are not recommended for survey control.
 ME1413
 ME1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1413.See file dsdata.pdf to determine how the superseded data were derived.
 ME1413
 ME1413_MARKER: DB = BENCH MARK DISK
 ME1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1413_STAMPING: G 157 1946
 ME1413_MARK LOGO: CGS
 ME1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1413+STABILITY: SURFACE MOTION
 ME1413
 ME1413  HISTORY     - Date     Condition        Report By
 ME1413  HISTORY     - 1946     MONUMENTED       CGS
 ME1413  HISTORY     - 20061219 MARK NOT FOUND   BFSINC
 ME1413  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1413
 ME1413                          STATION DESCRIPTION
 ME1413
 ME1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1413'3.5 MI W FROM PARR.
 ME1413'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1413'AT PARR, 0.5 MILE EAST OF THE JASPER-NEWTON COUNTY LINE, 36 FEET
 ME1413'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A LONE
 ME1413'12-INCH OAK TREE ON THE RIGHT-OF-WAY, 12 FEET EAST OF AN ENTENDED
 ME1413'LINE OF A NORTH-SOUTH FENCE LINE RUNNING SOUTH FROM THE SOUTH
 ME1413'HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT BELOW THE LEVEL OF THE
 ME1413'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ME1413
 ME1413                          STATION RECOVERY (2006)
 ME1413
 ME1413'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 ME1413'LIKELY DESTROYED IN 2005 BY NEW INTERCHANGE CONSTRUCTION AT I-65 AND
 ME1413'SR14.
 ME1413
 ME1413                          STATION RECOVERY (2012)
 ME1413
 ME1413'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1220 ***********************************************************************
 MD1220  DESIGNATION -  G 158
 MD1220  PID         -  MD1220
 MD1220  STATE/COUNTY-  IN/KOSCIUSKO
 MD1220  COUNTRY     -  US
 MD1220  USGS QUAD   -  LEESBURG (2019)
 MD1220
 MD1220                         *CURRENT SURVEY CONTROL
 MD1220  ______________________________________________________________________
 MD1220* NAD 83(1986) POSITION- 41 19 14.     (N) 085 47 25.     (W)   SCALED
 MD1220* NAVD 88 ORTHO HEIGHT -   257.507 (meters)      844.84  (feet) ADJUSTED
 MD1220  ______________________________________________________________________
 MD1220  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 MD1220  DYNAMIC HEIGHT  -        257.400 (meters)      844.49  (feet) COMP
 MD1220  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 MD1220
 MD1220  VERT ORDER      -  SECOND    CLASS 0
 MD1220
 MD1220.The horizontal coordinates were scaled from a map and have
 MD1220.an estimated accuracy of +/- 6 seconds.
 MD1220
 MD1220.The orthometric height was determined by differential leveling and
 MD1220.adjusted by the NATIONAL GEODETIC SURVEY
 MD1220.in June 1991.
 MD1220
 MD1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1220.GEOID18 height accuracy estimate available here.
 MD1220
 MD1220.Click photographs - Photos may exist for this station.
 MD1220
 MD1220.The dynamic height is computed by dividing the NAVD 88
 MD1220.geopotential number by the normal gravity value computed on the
 MD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1220.degrees latitude (g = 980.6199 gals.).
 MD1220
 MD1220.The modeled gravity was interpolated from observed gravity values.
 MD1220
 MD1220;                    North         East    Units  Estimated Accuracy
 MD1220;SPC IN E     -   674,160.       89,650.      MT  (+/- 180 meters Scaled)
 MD1220
 MD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL012750(NAD 83)
 MD1220
 MD1220                          SUPERSEDED SURVEY CONTROL
 MD1220
 MD1220  NGVD 29 (??/??/92)  257.637  (m)          845.26   (f) ADJ UNCH    2 0
 MD1220
 MD1220.Superseded values are not recommended for survey control.
 MD1220
 MD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1220.See file dsdata.pdf to determine how the superseded data were derived.
 MD1220
 MD1220_MARKER: DD = SURVEY DISK
 MD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1220_STAMPING: G 158 1946
 MD1220_MARK LOGO: USGS
 MD1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1220+STABILITY: SURFACE MOTION
 MD1220
 MD1220  HISTORY     - Date     Condition        Report By
 MD1220  HISTORY     - 1946     MONUMENTED       USGS
 MD1220  HISTORY     - 1946     GOOD             CGS
 MD1220  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1220  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1220  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1220
 MD1220                          STATION DESCRIPTION
 MD1220
 MD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1220'AT OSWEGO.
 MD1220'AT OSWEGO, AT THE BRIDGE OVER THE TIPPECANOE RIVER, SET IN THE
 MD1220'TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE, 12.5
 MD1220'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 MD1220'MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1.2
 MD1220'FEET ABOVE THE ABUTMENT OF THE BRIDGE.  NOTE-- THIS MARK WAS
 MD1220'FOUND UN-STAMPED AND WAS ASSIGNED OUR NEXT DESIGNATION.
 MD1220
 MD1220                          STATION RECOVERY (1990)
 MD1220
 MD1220'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1220'MARK NOT FOUND.
 MD1220
 MD1220                          STATION RECOVERY (1993)
 MD1220
 MD1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1220'THERE IS A NEW BRIDGE AT THIS LOCATION.
 MD1220
 MD1220                          STATION RECOVERY (1997)
 MD1220
 MD1220'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1144 ***********************************************************************
 MD1144  DESIGNATION -  G 159
 MD1144  PID         -  MD1144
 MD1144  STATE/COUNTY-  IN/KOSCIUSKO
 MD1144  COUNTRY     -  US
 MD1144  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1144
 MD1144                         *CURRENT SURVEY CONTROL
 MD1144  ______________________________________________________________________
 MD1144* NAD 83(1986) POSITION- 41 25 13.     (N) 085 41 41.     (W)   SCALED
 MD1144* NAVD 88 ORTHO HEIGHT -   268.382 (meters)      880.52  (feet) ADJUSTED
 MD1144  ______________________________________________________________________
 MD1144  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 MD1144  DYNAMIC HEIGHT  -        268.271 (meters)      880.15  (feet) COMP
 MD1144  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 MD1144
 MD1144  VERT ORDER      -  SECOND    CLASS 0
 MD1144
 MD1144.The horizontal coordinates were scaled from a map and have
 MD1144.an estimated accuracy of +/- 6 seconds.
 MD1144
 MD1144.The orthometric height was determined by differential leveling and
 MD1144.adjusted by the NATIONAL GEODETIC SURVEY
 MD1144.in June 1991.
 MD1144
 MD1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1144.GEOID18 height accuracy estimate available here.
 MD1144
 MD1144.Click photographs - Photos may exist for this station.
 MD1144
 MD1144.The dynamic height is computed by dividing the NAVD 88
 MD1144.geopotential number by the normal gravity value computed on the
 MD1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1144.degrees latitude (g = 980.6199 gals.).
 MD1144
 MD1144.The modeled gravity was interpolated from observed gravity values.
 MD1144
 MD1144;                    North         East    Units  Estimated Accuracy
 MD1144;SPC IN E     -   685,230.       97,660.      MT  (+/- 180 meters Scaled)
 MD1144
 MD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090862(NAD 83)
 MD1144
 MD1144                          SUPERSEDED SURVEY CONTROL
 MD1144
 MD1144  NGVD 29 (??/??/92)  268.507  (m)          880.93   (f) ADJ UNCH    2 0
 MD1144
 MD1144.Superseded values are not recommended for survey control.
 MD1144
 MD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1144.See file dsdata.pdf to determine how the superseded data were derived.
 MD1144
 MD1144_MARKER: DB = BENCH MARK DISK
 MD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1144_STAMPING: G 159 1946
 MD1144_MARK LOGO: CGS
 MD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1144+STABILITY: SURFACE MOTION
 MD1144
 MD1144  HISTORY     - Date     Condition        Report By
 MD1144  HISTORY     - 1946     MONUMENTED       CGS
 MD1144
 MD1144                          STATION DESCRIPTION
 MD1144
 MD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1144'0.8 MI NE FROM WAWASEE.
 MD1144'0.45 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD1144'STATION AT WAWASEE, THENCE ABOUT 0.3 MILE NORTH ALONG A PAVED
 MD1144'ROAD RUNNING ALONG THE WEST BORDER OF THE SPINK WAWASEE AIRPORT,
 MD1144'AT THE NORTHWEST CORNER OF THE FIELD, 139 FEET EAST OF THE
 MD1144'NORTH-SOUTH ROAD, 120 FEET SOUTH OF AN EAST-WEST ROAD, 37.5
 MD1144'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE USED AS THE
 MD1144'ADMINISTRATION BUILDING, 15 FEET WEST OF A HEDGE CORNER, 2 FEET
 MD1144'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 MD1144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1232 ***********************************************************************
 LB1232  DESIGNATION -  G 16
 LB1232  PID         -  LB1232
 LB1232  STATE/COUNTY-  IN/BENTON
 LB1232  COUNTRY     -  US
 LB1232  USGS QUAD   -  BOSWELL (2019)
 LB1232
 LB1232                         *CURRENT SURVEY CONTROL
 LB1232  ______________________________________________________________________
 LB1232* NAD 83(2011) POSITION- 40 35 36.38775(N) 087 27 37.35943(W)   ADJUSTED
 LB1232* NAD 83(2011) ELLIP HT-   195.809 (meters)        (10/27/23)   ADJUSTED
 LB1232* NAD 83(2011) EPOCH   -  2010.00
 LB1232* NAVD 88 ORTHO HEIGHT -   228.940 (meters)      751.11  (feet) ADJUSTED
 LB1232  ______________________________________________________________________
 LB1232  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 LB1232  NAD 83(2011) X  -    214,915.330 (meters)                     COMP
 LB1232  NAD 83(2011) Y  - -4,845,474.741 (meters)                     COMP
 LB1232  NAD 83(2011) Z  -  4,128,371.907 (meters)                     COMP
 LB1232  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LB1232  DYNAMIC HEIGHT  -        228.830 (meters)      750.75  (feet) COMP
 LB1232  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 LB1232
 LB1232  VERT ORDER      -  FIRST     CLASS II
 LB1232
 LB1232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1232  Standards:
 LB1232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1232  -------------------------------------------------------------------
 LB1232  NETWORK    0.38   1.86           0.16   0.15   0.95     -0.01705393
 LB1232  -------------------------------------------------------------------
 LB1232  Click here for local accuracies and other accuracy information.
 LB1232
 LB1232.The horizontal coordinates were established by GPS observations
 LB1232.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 LB1232
 LB1232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1232.been affixed to the stable North American tectonic plate. See 
 LB1232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1232
 LB1232.The horizontal coordinates are valid at the epoch date displayed above
 LB1232.which is a decimal equivalence of Year/Month/Day.
 LB1232
 LB1232.The orthometric height was determined by differential leveling and
 LB1232.adjusted by the NATIONAL GEODETIC SURVEY
 LB1232.in June 1991.
 LB1232
 LB1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1232.GEOID18 height accuracy estimate available here.
 LB1232
 LB1232.Click photographs - Photos may exist for this station.
 LB1232
 LB1232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1232
 LB1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1232
 LB1232.The ellipsoidal height was determined by GPS observations
 LB1232.and is referenced to NAD 83.
 LB1232
 LB1232.The dynamic height is computed by dividing the NAVD 88
 LB1232.geopotential number by the normal gravity value computed on the
 LB1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1232.degrees latitude (g = 980.6199 gals.).
 LB1232
 LB1232.The modeled gravity was interpolated from observed gravity values.
 LB1232
 LB1232. The following values were computed from the NAD 83(2011) position.
 LB1232
 LB1232;                    North         East     Units Scale Factor Converg.
 LB1232;SPC IN W     -   593,479.668   868,084.215   MT  0.99997920   -0 14 43.2
 LB1232;SPC IN W     - 1,947,107.88  2,848,039.63   sFT  0.99997920   -0 14 43.2
 LB1232;UTM  16      - 4,493,728.594   461,044.541   MT  0.99961868   -0 17 58.4
 LB1232
 LB1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1232!SPC IN W     -   0.99996928  x   0.99997920  =   0.99994849
 LB1232!UTM  16      -   0.99996928  x   0.99961868  =   0.99958798
 LB1232
 LB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6104493728(NAD 83)
 LB1232
 LB1232                          SUPERSEDED SURVEY CONTROL
 LB1232
 LB1232  NGVD 29 (??/??/92)  228.986  (m)          751.26   (f) ADJ UNCH    1 2
 LB1232
 LB1232.Superseded values are not recommended for survey control.
 LB1232
 LB1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1232.See file dsdata.pdf to determine how the superseded data were derived.
 LB1232
 LB1232_MARKER: DB = BENCH MARK DISK
 LB1232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1232_SP_SET: BRIDGE PARAPET
 LB1232_STAMPING: G 16 1934
 LB1232_MARK LOGO: CGS
 LB1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1232+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 LB1232
 LB1232  HISTORY     - Date     Condition        Report By
 LB1232  HISTORY     - 1934     MONUMENTED       CGS
 LB1232  HISTORY     - 1941     GOOD             CGS
 LB1232  HISTORY     - 20210413 GOOD             INDOT
 LB1232
 LB1232                          STATION DESCRIPTION
 LB1232
 LB1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB1232'2 MI S FROM FREE.
 LB1232'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1232'STATION AT FREE, BENTON COUNTY, 0.2 MILE SOUTH OF MILEPOST 93,
 LB1232'60 YARDS NORTH OF A DIRT-ROAD CROSSING, AT BRIDGE 93.19, IN THE
 LB1232'TOP OF THE NORTH END OF THE EAST PARAPET, 32 FEET EAST OF THE
 LB1232'EAST RAIL, AND ABOUT 6 FEET LOWER THAN THE RAIL.  A STANDARD
 LB1232'DISK, STAMPED G 16 1934.
 LB1232
 LB1232                          STATION RECOVERY (2021)
 LB1232
 LB1232'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MJP)
 LB1232'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 LB1232'FOWLER, 6.7 MI (10.7 KM) SOUTH-SOUTHWEST OF EARL PARK AND 6.6 MI (10.6
 LB1232'KM) NORTHWEST OF BOSWELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 LB1232'
 LB1232'TO REACH FROM THE INTERSECTION OF U.S. 41 AND STATE ROAD 18 (3 MI, 4.8
 LB1232'KM, WEST OF FOWLER), TRAVEL SOUTH ALONG U.S. 41 FOR 2.0 MI (3.2 KM) TO
 LB1232'COUNTY ROAD WEST 100 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 4.2 MI (6.8
 LB1232'KM) TO AN INACTIVE RAILROAD CORRIDOR, WITH THE MONUMENT LOCATED
 LB1232'NORTH-NORTHEAST OF THE INTERSECTION.
 LB1232'
 LB1232'THE STATION IS LOCATED 190 FT (57.9 M) NORTH OF THE CENTERLINE OF
 LB1232'COUNTY ROAD WEST 100 SOUTH, APPROXIMATELY 6 FT (1.8 M) BELOW THE LEVEL
 LB1232'OF THE TRACKS, AT THE NORTH END OF THE EAST PARAPET WALL OF RAILROAD
 LB1232'BRIDGE NO. 93.19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1341 ***********************************************************************
 MD1341  DESIGNATION -  G 160
 MD1341  PID         -  MD1341
 MD1341  STATE/COUNTY-  IN/ELKHART
 MD1341  COUNTRY     -  US
 MD1341  USGS QUAD   -  GOSHEN (2019)
 MD1341
 MD1341                         *CURRENT SURVEY CONTROL
 MD1341  ______________________________________________________________________
 MD1341* NAD 83(1986) POSITION- 41 30 02.21   (N) 085 49 52.61   (W)   HD_HELD1
 MD1341* NAVD 88 ORTHO HEIGHT -   249.447 (meters)      818.39  (feet) ADJUSTED
 MD1341  ______________________________________________________________________
 MD1341  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 MD1341  DYNAMIC HEIGHT  -        249.348 (meters)      818.07  (feet) COMP
 MD1341  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 MD1341
 MD1341  VERT ORDER      -  FIRST     CLASS II
 MD1341
 MD1341.The horizontal coordinates were determined by differentially corrected
 MD1341.hand held GPS observations or other comparable positioning techniques
 MD1341.and have an estimated accuracy of +/- 3 meters.
 MD1341
 MD1341.The orthometric height was determined by differential leveling and
 MD1341.adjusted by the NATIONAL GEODETIC SURVEY
 MD1341.in June 1991.
 MD1341
 MD1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1341.GEOID18 height accuracy estimate available here.
 MD1341
 MD1341.Click photographs - Photos may exist for this station.
 MD1341
 MD1341.The dynamic height is computed by dividing the NAVD 88
 MD1341.geopotential number by the normal gravity value computed on the
 MD1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1341.degrees latitude (g = 980.6199 gals.).
 MD1341
 MD1341.The modeled gravity was interpolated from observed gravity values.
 MD1341
 MD1341;                    North         East    Units  Estimated Accuracy
 MD1341;SPC IN E     -   694,167.0      86,256.0     MT  (+/- 3 meters HH1 GPS) 
 MD1341
 MD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9754494991(NAD 83)
 MD1341
 MD1341                          SUPERSEDED SURVEY CONTROL
 MD1341
 MD1341  NGVD 29 (??/??/92)  249.574  (m)          818.81   (f) ADJ UNCH    1 2
 MD1341
 MD1341.Superseded values are not recommended for survey control.
 MD1341
 MD1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1341.See file dsdata.pdf to determine how the superseded data were derived.
 MD1341
 MD1341_MARKER: DB = BENCH MARK DISK
 MD1341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD1341_SP_SET: FOUNDATION WALL
 MD1341_STAMPING: G 160 1946
 MD1341_MARK LOGO: CGS
 MD1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1341+STABILITY: SURFACE MOTION
 MD1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1341+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 MD1341
 MD1341  HISTORY     - Date     Condition        Report By
 MD1341  HISTORY     - 1946     MONUMENTED       CGS
 MD1341  HISTORY     - 19930108 GOOD             NGS
 MD1341
 MD1341                          STATION DESCRIPTION
 MD1341
 MD1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1341'AT NEW PARIS.
 MD1341'AT NEW PARIS, ABOUT 0.1 MILE EAST OF THE NEW YORK CENTRAL RAILROAD
 MD1341'STATION, SET VERTICALLY IN THE WEST WALL OF THE SOUTHWEST CORNER
 MD1341'OF THE JACKSON TOWNSHIP FIRE DEPARTMENT BUILDING, 3.1 FEET NORTH
 MD1341'OF THE CORNER OF THE BUILDING, 48 FEET NORTH OF THE CENTER LINE
 MD1341'OF THE EAST WEST STREET, 13 FEET EAST OF THE CENTER LINE OF AN
 MD1341'ALLEY, 4.1 FEET ABOVE THE LEVEL OF THE SIDE WALK, AND SET
 MD1341'VERTICALLY IN A DRILL HOLE.
 MD1341
 MD1341                          STATION RECOVERY (1993)
 MD1341
 MD1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1341'IN NEW PARIS, AT THE INTERSECTION OF COUNTY ROAD 46 AND COUNTY ROAD 23
 MD1341'(MAIN STREET) SET VERTICALLY IN THE WEST FACE OF THE BRICK FOUNDATION
 MD1341'WALL OF THE JACKSON TOWNSHIP FIRE DEPARTMENT BUILDING, 68.1 M (223.4
 MD1341'FT) EAST OF THE CENTER OF JEFFERSON STREET, 60.9 M (199.8 FT) WEST OF
 MD1341'THE CENTERLINE OF COUNTY ROAD 23, 14.7 M (48.2 FT) NORTH OF THE CENTER
 MD1341'OF COUNTY ROAD 46, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE GROUND
 MD1341'SURFACE, AND 1.05 M (3.44 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 MD1341'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1168 ***********************************************************************
 MD1168  DESIGNATION -  G 161
 MD1168  PID         -  MD1168
 MD1168  STATE/COUNTY-  IN/NOBLE
 MD1168  COUNTRY     -  US
 MD1168  USGS QUAD   -  LIGONIER (2019)
 MD1168
 MD1168                         *CURRENT SURVEY CONTROL
 MD1168  ______________________________________________________________________
 MD1168* NAD 83(1986) POSITION- 41 23 04.75   (N) 085 32 37.93   (W)   HD_HELD1
 MD1168* NAVD 88 ORTHO HEIGHT -   277.603 (meters)      910.77  (feet) ADJUSTED
 MD1168  ______________________________________________________________________
 MD1168  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 MD1168  DYNAMIC HEIGHT  -        277.487 (meters)      910.39  (feet) COMP
 MD1168  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 MD1168
 MD1168  VERT ORDER      -  SECOND    CLASS 0
 MD1168
 MD1168.The horizontal coordinates were determined by differentially corrected
 MD1168.hand held GPS observations or other comparable positioning techniques
 MD1168.and have an estimated accuracy of +/- 3 meters.
 MD1168
 MD1168.The orthometric height was determined by differential leveling and
 MD1168.adjusted by the NATIONAL GEODETIC SURVEY
 MD1168.in June 1991.
 MD1168
 MD1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1168.GEOID18 height accuracy estimate available here.
 MD1168
 MD1168.Click photographs - Photos may exist for this station.
 MD1168
 MD1168.The dynamic height is computed by dividing the NAVD 88
 MD1168.geopotential number by the normal gravity value computed on the
 MD1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1168.degrees latitude (g = 980.6199 gals.).
 MD1168
 MD1168.The modeled gravity was interpolated from observed gravity values.
 MD1168
 MD1168;                    North         East    Units  Estimated Accuracy
 MD1168;SPC IN E     -   681,282.7     110,270.9     MT  (+/- 3 meters HH1 GPS) 
 MD1168
 MD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2174982481(NAD 83)
 MD1168
 MD1168                          SUPERSEDED SURVEY CONTROL
 MD1168
 MD1168  NGVD 29 (??/??/92)  277.732  (m)          911.19   (f) ADJ UNCH    2 0
 MD1168
 MD1168.Superseded values are not recommended for survey control.
 MD1168
 MD1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1168.See file dsdata.pdf to determine how the superseded data were derived.
 MD1168
 MD1168_MARKER: DB = BENCH MARK DISK
 MD1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1168_STAMPING: G 161 1946
 MD1168_MARK LOGO: CGS
 MD1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1168+STABILITY: SURFACE MOTION
 MD1168
 MD1168  HISTORY     - Date     Condition        Report By
 MD1168  HISTORY     - 1946     MONUMENTED       CGS
 MD1168  HISTORY     - 1961     GOOD             CGS
 MD1168
 MD1168                          STATION DESCRIPTION
 MD1168
 MD1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1168'1.1 MI SE FROM KIMMELL.
 MD1168'ABOUT 1.1 MILES SOUTHEASTERLY ALONG NO. 33 U.S. HIGHWAY FROM THE
 MD1168'BRIDGE OVER BALTIMORE AND OHIO RAILROAD ON THE W EDGE OF KIMMELL,
 MD1168'AT Y-JUNCTION OF HWY. AND COUNTY ROAD S, AT VIRTUAL NW END OF LONG
 MD1168'HWY. CURVE, ABOUT 0.2 MILE S OF SPARTA CHRISTIAN CHURCH AND
 MD1168'CEMETERY, 118 FEET S OF CONCRETE CORNER FENCE POST, 65 FEET
 MD1168'SW OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 17 FEET W OF CENTER
 MD1168'LINE OF 18-FOOT ASPHALT COUNTY ROAD, 0.5 FOOT LOWER THAN SAME,
 MD1168'4 FEET N OF TELEPHONE POLE, ONE FOOT E OF FENCE, 1.4 FEET S OF
 MD1168'STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0922 ***********************************************************************
 MD0922  DESIGNATION -  G 162 RESET
 MD0922  PID         -  MD0922
 MD0922  STATE/COUNTY-  IN/NOBLE
 MD0922  COUNTRY     -  US
 MD0922  USGS QUAD   -  ALBION (2019)
 MD0922
 MD0922                         *CURRENT SURVEY CONTROL
 MD0922  ______________________________________________________________________
 MD0922* NAD 83(1986) POSITION- 41 22 37.     (N) 085 25 27.     (W)   SCALED
 MD0922* NAVD 88 ORTHO HEIGHT -   273.36  (meters)      896.8   (feet) RESET
 MD0922  ______________________________________________________________________
 MD0922  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 MD0922  VERT ORDER      -  THIRD
 MD0922
 MD0922.The horizontal coordinates were scaled from a map and have
 MD0922.an estimated accuracy of +/- 6 seconds.
 MD0922
 MD0922.The orthometric height was computed from unverified reset data.
 MD0922
 MD0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0922.GEOID18 height accuracy estimate available here.
 MD0922
 MD0922.Click photographs - Photos may exist for this station.
 MD0922
 MD0922;                    North         East    Units  Estimated Accuracy
 MD0922;SPC IN E     -   680,450.      120,290.      MT  (+/- 180 meters Scaled)
 MD0922
 MD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317818(NAD 83)
 MD0922
 MD0922                          SUPERSEDED SURVEY CONTROL
 MD0922
 MD0922  NGVD 29 (??/??/??)  273.50   (m)          897.3    (f) RESET       3  
 MD0922
 MD0922.Superseded values are not recommended for survey control.
 MD0922
 MD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0922.See file dsdata.pdf to determine how the superseded data were derived.
 MD0922
 MD0922_MARKER: DB = BENCH MARK DISK
 MD0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0922_STAMPING: G 162 RESET 1966
 MD0922_MARK LOGO: CGS
 MD0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0922+STABILITY: SURFACE MOTION
 MD0922
 MD0922  HISTORY     - Date     Condition        Report By
 MD0922  HISTORY     - 1966     MONUMENTED       CGS
 MD0922
 MD0922                          STATION DESCRIPTION
 MD0922
 MD0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0922'1.3 MI S FROM ALBION.
 MD0922'1.3 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE AT
 MD0922'ALBION, ABOUT 0.7 MILE NORTH OF A CROSSROAD, 0.3 MILE SOUTH OF A
 MD0922'JUNCTION OF A ROAD LEADING WEST, 164 FEET EAST OF THE CENTER
 MD0922'OF STATE HIGHWAY 9, 10 FEET NORTH OF THE CENTER OF A DRIVEWAY
 MD0922'LEADING TO MR. ORA TUCKERS FARM HOME, 1.5 FEET WEST OF A METAL
 MD0922'WITNESS POST, ABOUT MIDWAY BETWEEN AN ELM AND MAPLE TREE, AND
 MD0922'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 MD0922'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0875 ***********************************************************************
 MD0875  DESIGNATION -  G 163
 MD0875  PID         -  MD0875
 MD0875  STATE/COUNTY-  IN/NOBLE
 MD0875  COUNTRY     -  US
 MD0875  USGS QUAD   -  EGE (2019)
 MD0875
 MD0875                         *CURRENT SURVEY CONTROL
 MD0875  ______________________________________________________________________
 MD0875* NAD 83(1986) POSITION- 41 21 57.     (N) 085 16 11.     (W)   SCALED
 MD0875* NAVD 88 ORTHO HEIGHT -   303.301 (meters)      995.08  (feet) ADJUSTED
 MD0875  ______________________________________________________________________
 MD0875  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 MD0875  DYNAMIC HEIGHT  -        303.180 (meters)      994.68  (feet) COMP
 MD0875  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 MD0875
 MD0875  VERT ORDER      -  SECOND    CLASS 0
 MD0875
 MD0875.The horizontal coordinates were scaled from a map and have
 MD0875.an estimated accuracy of +/- 6 seconds.
 MD0875
 MD0875.The orthometric height was determined by differential leveling and
 MD0875.adjusted by the NATIONAL GEODETIC SURVEY
 MD0875.in June 1991.
 MD0875
 MD0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0875.GEOID18 height accuracy estimate available here.
 MD0875
 MD0875.Click photographs - Photos may exist for this station.
 MD0875
 MD0875.The dynamic height is computed by dividing the NAVD 88
 MD0875.geopotential number by the normal gravity value computed on the
 MD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0875.degrees latitude (g = 980.6199 gals.).
 MD0875
 MD0875.The modeled gravity was interpolated from observed gravity values.
 MD0875
 MD0875;                    North         East    Units  Estimated Accuracy
 MD0875;SPC IN E     -   679,260.      133,210.      MT  (+/- 180 meters Scaled)
 MD0875
 MD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL447808(NAD 83)
 MD0875
 MD0875                          SUPERSEDED SURVEY CONTROL
 MD0875
 MD0875  NGVD 29 (??/??/92)  303.442  (m)          995.54   (f) ADJ UNCH    2 0
 MD0875
 MD0875.Superseded values are not recommended for survey control.
 MD0875
 MD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0875.See file dsdata.pdf to determine how the superseded data were derived.
 MD0875
 MD0875_MARKER: DB = BENCH MARK DISK
 MD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0875_STAMPING: G 163 1946
 MD0875_MARK LOGO: CGS
 MD0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0875+STABILITY: SURFACE MOTION
 MD0875
 MD0875  HISTORY     - Date     Condition        Report By
 MD0875  HISTORY     - 1946     MONUMENTED       CGS
 MD0875  HISTORY     - 1962     GOOD             CGS
 MD0875
 MD0875                          STATION DESCRIPTION
 MD0875
 MD0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0875'1.7 MI W FROM AVILLA.
 MD0875'ABOUT 1.7 MILES W ALONG AN ASPHALT COUNTY ROAD FROM THE
 MD0875'CROSSROADS JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN
 MD0875'CORNER IN AVILLA, 70 FEET W OF CENTER LINE OF NO. 800 E COUNTY
 MD0875'ROAD, 23 FEET N OF CENTER LINE OF NO. 100 N COUNTY ROAD, 0.4
 MD0875'FOOT LOWER THAN SAME, 9.8 FEET W OF TELEPHONE POLE, ONE FOOT S
 MD0875'OF FENCE, 1.5 FEET W OF STEEL WITNESS POST, AND PROJECTING 0.1
 MD0875'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1228 ***********************************************************************
 MD1228  DESIGNATION -  G 164
 MD1228  PID         -  MD1228
 MD1228  STATE/COUNTY-  IN/NOBLE
 MD1228  COUNTRY     -  US
 MD1228  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1228
 MD1228                         *CURRENT SURVEY CONTROL
 MD1228  ______________________________________________________________________
 MD1228* NAD 83(1986) POSITION- 41 18 25.60   (N) 085 38 10.32   (W)   HD_HELD1
 MD1228* NAVD 88 ORTHO HEIGHT -   272.156 (meters)      892.90  (feet) ADJUSTED
 MD1228  ______________________________________________________________________
 MD1228  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 MD1228  DYNAMIC HEIGHT  -        272.042 (meters)      892.52  (feet) COMP
 MD1228  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 MD1228
 MD1228  VERT ORDER      -  SECOND    CLASS 0
 MD1228
 MD1228.The horizontal coordinates were determined by differentially corrected
 MD1228.hand held GPS observations or other comparable positioning techniques
 MD1228.and have an estimated accuracy of +/- 3 meters.
 MD1228
 MD1228.The orthometric height was determined by differential leveling and
 MD1228.adjusted by the NATIONAL GEODETIC SURVEY
 MD1228.in June 1991.
 MD1228
 MD1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1228.GEOID18 height accuracy estimate available here.
 MD1228
 MD1228.Click photographs - Photos may exist for this station.
 MD1228
 MD1228.The dynamic height is computed by dividing the NAVD 88
 MD1228.geopotential number by the normal gravity value computed on the
 MD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1228.degrees latitude (g = 980.6199 gals.).
 MD1228
 MD1228.The modeled gravity was interpolated from observed gravity values.
 MD1228
 MD1228;                    North         East    Units  Estimated Accuracy
 MD1228;SPC IN E     -   672,664.3     102,551.3     MT  (+/- 3 meters HH1 GPS) 
 MD1228
 MD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1416573747(NAD 83)
 MD1228
 MD1228                          SUPERSEDED SURVEY CONTROL
 MD1228
 MD1228  NGVD 29 (??/??/92)  272.286  (m)          893.33   (f) ADJ UNCH    2 0
 MD1228
 MD1228.Superseded values are not recommended for survey control.
 MD1228
 MD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1228.See file dsdata.pdf to determine how the superseded data were derived.
 MD1228
 MD1228_MARKER: DB = BENCH MARK DISK
 MD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1228_STAMPING: G 164 1946
 MD1228_MARK LOGO: CGS
 MD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1228+STABILITY: SURFACE MOTION
 MD1228
 MD1228  HISTORY     - Date     Condition        Report By
 MD1228  HISTORY     - 1946     MONUMENTED       CGS
 MD1228  HISTORY     - 1961     GOOD             CGS
 MD1228
 MD1228                          STATION DESCRIPTION
 MD1228
 MD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1228'0.5 MI SE FROM WILMOT.
 MD1228'ABOUT 0.3 MILE S ALONG NO. 5 INDIANA HIGHWAY FROM THE DAM
 MD1228'(HIGHWAY FILL) AT W END OF LAKE AND SW EDGE OF THE VILLAGE OF
 MD1228'WILMOT, THENCE 0.4 MILE E ALONG COUNTY ROAD TO SALEM CHURCH AND
 MD1228'CEMETERY AND THE MARK ON THE LEFT, 70 FEET E OF NE CORNER OF
 MD1228'CONCRETE BLOCK FOUNDATION OF THE CHURCH BUILDING, 6-1/2 FEET
 MD1228'N OF PROJECTED PLANE OF N WALL OF SAME, 72 FEET N OF CENTER
 MD1228'LINE OF GRAVEL ROAD, 14-1/2 FEET SW OF SW CORNER OF THE BASE
 MD1228'OF THE JACOB AND CATHARINE BOWLBY TOOMBSTONE, AND PROJECTING
 MD1228'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0828 ***********************************************************************
 MD0828  DESIGNATION -  G 165
 MD0828  PID         -  MD0828
 MD0828  STATE/COUNTY-  IN/WHITLEY
 MD0828  COUNTRY     -  US
 MD0828  USGS QUAD   -  CHURUBUSCO (2019)
 MD0828
 MD0828                         *CURRENT SURVEY CONTROL
 MD0828  ______________________________________________________________________
 MD0828* NAD 83(1997) POSITION- 41 13 34.03230(N) 085 19 32.89303(W)   ADJUSTED
 MD0828* NAVD 88 ORTHO HEIGHT -   276.775 (meters)      908.05  (feet) ADJUSTED
 MD0828  ______________________________________________________________________
 MD0828  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 MD0828  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 MD0828  DYNAMIC HEIGHT  -        276.671 (meters)      907.71  (feet) COMP
 MD0828  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 MD0828
 MD0828  HORZ ORDER      -  SECOND
 MD0828  VERT ORDER      -  SECOND    CLASS 0
 MD0828
 MD0828.The horizontal coordinates were established by classical geodetic methods
 MD0828.and adjusted by the National Geodetic Survey in May 1999.
 MD0828
 MD0828.The orthometric height was determined by differential leveling and
 MD0828.adjusted by the NATIONAL GEODETIC SURVEY
 MD0828.in June 1991.
 MD0828
 MD0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0828.GEOID18 height accuracy estimate available here.
 MD0828
 MD0828.Click photographs - Photos may exist for this station.
 MD0828
 MD0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0828
 MD0828.The dynamic height is computed by dividing the NAVD 88
 MD0828.geopotential number by the normal gravity value computed on the
 MD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0828.degrees latitude (g = 980.6199 gals.).
 MD0828
 MD0828.The modeled gravity was interpolated from observed gravity values.
 MD0828
 MD0828. The following values were computed from the NAD 83(1997) position.
 MD0828
 MD0828;                    North         East     Units Scale Factor Converg.
 MD0828;SPC IN E     -   663,725.398   128,579.411   MT  0.99997671   +0 13 28.7
 MD0828;SPC IN E     - 2,177,572.41    421,847.62   sFT  0.99997671   +0 13 28.7
 MD0828;UTM  16      - 4,565,210.341   640,322.842   MT  0.99984234   +1 06 12.7
 MD0828
 MD0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0828!SPC IN E     -   0.99996173  x   0.99997671  =   0.99993844
 MD0828!UTM  16      -   0.99996173  x   0.99984234  =   0.99980407
 MD0828
 MD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4032265210(NAD 83)
 MD0828
 MD0828                          SUPERSEDED SURVEY CONTROL
 MD0828
 MD0828  NAD 83(1995)-  41 13 34.03278(N)    085 19 32.89657(W) AD(       ) 2
 MD0828  NAD 83(1986)-  41 13 34.03295(N)    085 19 32.90518(W) AD(       ) 2
 MD0828  NAD 27      -  41 13 33.85900(N)    085 19 32.98280(W) AD(       ) 2
 MD0828  NGVD 29 (??/??/92)  276.930  (m)          908.56   (f) ADJ UNCH    2 0
 MD0828  NGVD 29             276.93   (m)          908.6    (f) LEVELING    3  
 MD0828
 MD0828.Superseded values are not recommended for survey control.
 MD0828
 MD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0828.See file dsdata.pdf to determine how the superseded data were derived.
 MD0828
 MD0828_MARKER: DB = BENCH MARK DISK
 MD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0828_STAMPING: G 165 1946
 MD0828_MARK LOGO: CGS
 MD0828_PROJECTION: FLUSH
 MD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0828+STABILITY: SURFACE MOTION
 MD0828
 MD0828  HISTORY     - Date     Condition        Report By
 MD0828  HISTORY     - 1946     MONUMENTED       CGS
 MD0828  HISTORY     - 1963     GOOD             CGS
 MD0828  HISTORY     - 1969     GOOD             CGS
 MD0828
 MD0828                          STATION DESCRIPTION
 MD0828
 MD0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0828'STATION IS LOCATED IN THE WEST SECTION OF CHURUBUSCO.  IT IS 33 FEET
 MD0828'SOUTH OF THE CENTERLINE OF PLEASANT STREET, 10 FEET SOUTHWEST OF A
 MD0828'TELEPHONE POLE AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS A 8 BY 8
 MD0828'CONCRETE POST FLUSH WITH THE GROUND WITH A STANDARD USC AND GS BRONZE
 MD0828'DISK STAMPED G 165 1946.  A TRAVERSE CONNECTION WAS MADE TO
 MD0828'TRIANGULATION STATION CHURUBUSCO AND THE DISTANCE WAS FOUND TO BE
 MD0828'29.032 METERS.
 MD0828'
 MD0828'TO REACH STATION FROM THE INTERSECTIONS OF THE PENNSYLVAINA RAILROAD
 MD0828'AND U.S. HIGHWAY 33 IN CHURUBUSCO GO SOUTH ON U.S. HIGHWAY 33 FOR ONE
 MD0828'BLOCK TO PLEASANT STREET, TURN RIGHT ON PLEASANT STREET AND GO FOR 0.7
 MD0828'MILE TO STATION ON THE LEFT AS DESCRIBED.
 MD0828'
 MD0828'THIS IS A TRAVERSE STATION.
 MD0828
 MD0828                          STATION RECOVERY (1963)
 MD0828
 MD0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0828'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED EXCEPT
 MD0828'FOR DISCREPANCY OF 4.00 FEET OR 1.219 METERS IN THE DISTANCE TO
 MD0828'TRIANGULATION STATION CHURUBUSCO.
 MD0828'
 MD0828'ABOUT 0.55 MILE SOUTHWESTERLY ALONG S. WHITLEY STREET OR NO. 205
 MD0828'INDIANA HWY. FROM ITS INTERSECTION WITH NO. 33 U.S.  HWY. AT THE MAIN
 MD0828'CORNER IN CHURUBUSCO, THENCE 0.1 MILE E ALONG PLEASANT STREET TO R.R
 MD0828'CROSSING AND THE STATION ON RIGHT, 99.25 FEET OR 30.251 METERS S IN
 MD0828'AZIMUTH 358 DEG 42 MIN FROM TRIANGULATION STATION CHURUBUSCO, 46 FEET
 MD0828'SE OF SE RAIL OF BRANCH LINE OF PENNSYLVANIA RAILROAD, 2.8 FEET HIGHER
 MD0828'THAN TOP OF SAME, 33 FEET S OF CENTER LINE OF THE STREET, ONE FOOT NW
 MD0828'OF FENCE, AND 1.8 FEET N OF STEEL WITNESS POST.
 MD0828
 MD0828                          STATION RECOVERY (1969)
 MD0828
 MD0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0828'0.6 MI SW FROM CHURUBUSCO.
 MD0828'0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 205 FROM ITS
 MD0828'INTERSECTION WITH U.S. HIGHWAY 33 AT CHURUBUSCO, THENCE ABOUT
 MD0828'0.05 MILE EAST ALONG A BLACK TOP ROAD, AT THE CROSSING OF THE
 MD0828'PENNSYLVANIA RAILROAD (BRANCH LINE), 46 FEET SOUTHEAST OF THE
 MD0828'SOUTHEAST RAIL, 33 FEET SOUTH OF THE CENTER LINE OF THE BLACK
 MD0828'TOP ROAD, 16.5 FEET SOUTHWEST OF A STEEL FENCE CORNER POST, 13
 MD0828'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A
 MD0828'RIGHT-OF-WAY FENCE, ABOUT 3 FEET ABOVE THE TRACK, AND SET IN
 MD0828'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  WITNESS
 MD0828'POST-- WITHIN 2 FEET OF BENCH MARK FACING STATE ROAD 205.
 MD0828'(WEST PLEASANT STREET AND WEST WHITELY STREET ON STATE ROAD 205).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0067 ***********************************************************************
 ME0067  DESIGNATION -  G 166
 ME0067  PID         -  ME0067
 ME0067  STATE/COUNTY-  IN/ST JOSEPH
 ME0067  COUNTRY     -  US
 ME0067  USGS QUAD   -  LAKEVILLE (2019)
 ME0067
 ME0067                         *CURRENT SURVEY CONTROL
 ME0067  ______________________________________________________________________
 ME0067* NAD 83(1986) POSITION- 41 32 06.     (N) 086 17 42.     (W)   SCALED
 ME0067* NAVD 88 ORTHO HEIGHT -   252.993 (meters)      830.03  (feet) ADJUSTED
 ME0067  ______________________________________________________________________
 ME0067  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 ME0067  DYNAMIC HEIGHT  -        252.889 (meters)      829.69  (feet) COMP
 ME0067  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 ME0067
 ME0067  VERT ORDER      -  SECOND    CLASS 0
 ME0067
 ME0067.The horizontal coordinates were scaled from a map and have
 ME0067.an estimated accuracy of +/- 6 seconds.
 ME0067
 ME0067.The orthometric height was determined by differential leveling and
 ME0067.adjusted by the NATIONAL GEODETIC SURVEY
 ME0067.in June 1991.
 ME0067
 ME0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0067.GEOID18 height accuracy estimate available here.
 ME0067
 ME0067.Click photographs - Photos may exist for this station.
 ME0067
 ME0067.The dynamic height is computed by dividing the NAVD 88
 ME0067.geopotential number by the normal gravity value computed on the
 ME0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0067.degrees latitude (g = 980.6199 gals.).
 ME0067
 ME0067.The modeled gravity was interpolated from observed gravity values.
 ME0067
 ME0067;                    North         East    Units  Estimated Accuracy
 ME0067;SPC IN E     -   698,160.       47,570.      MT  (+/- 180 meters Scaled)
 ME0067
 ME0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588983(NAD 83)
 ME0067
 ME0067                          SUPERSEDED SURVEY CONTROL
 ME0067
 ME0067  NGVD 29 (??/??/92)  253.10   (m)          830.4    (f) COMPUTED    2 0
 ME0067
 ME0067.Superseded values are not recommended for survey control.
 ME0067
 ME0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0067.See file dsdata.pdf to determine how the superseded data were derived.
 ME0067
 ME0067_MARKER: DB = BENCH MARK DISK
 ME0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0067_SP_SET: BRIDGE
 ME0067_STAMPING: G 166 1946
 ME0067_MARK LOGO: CGS
 ME0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0067
 ME0067  HISTORY     - Date     Condition        Report By
 ME0067  HISTORY     - 1946     MONUMENTED       CGS
 ME0067  HISTORY     - 20110328 MARK NOT FOUND   INDOT
 ME0067
 ME0067                          STATION DESCRIPTION
 ME0067
 ME0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0067'1.5 MI W FROM LAKEVILLE.
 ME0067'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0067'AT LAKEVILLE, THENCE ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 4
 ME0067'(PIERCE ROAD), ABOUT 0.15 MILE WEST OF THE JUNCTION OF MAPLE
 ME0067'ROAD LEADING NORTH, AT A 20-FOOT CONCRETE BRIDGE OVER A DITCH,
 ME0067'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL, 13
 ME0067'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 ME0067'WITH THE HIGHWAY.
 ME0067
 ME0067                          STATION RECOVERY (2011)
 ME0067
 ME0067'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0067'MARK NOT FOUND AND MOST LIKELY DESTROYED. A NEW STRUCTURE HAS BEEN PUT
 ME0067'IN AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0027 ***********************************************************************
 ME0027  DESIGNATION -  G 167
 ME0027  PID         -  ME0027
 ME0027  STATE/COUNTY-  IN/ST JOSEPH
 ME0027  COUNTRY     -  US
 ME0027  USGS QUAD   -  LAKEVILLE (2019)
 ME0027
 ME0027                         *CURRENT SURVEY CONTROL
 ME0027  ______________________________________________________________________
 ME0027* NAD 83(1986) POSITION- 41 31 52.3    (N) 086 16 24.5    (W)   HD_HELD2
 ME0027* NAVD 88 ORTHO HEIGHT -   263.387 (meters)      864.13  (feet) ADJUSTED
 ME0027  ______________________________________________________________________
 ME0027  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0027  DYNAMIC HEIGHT  -        263.279 (meters)      863.77  (feet) COMP
 ME0027  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 ME0027
 ME0027  VERT ORDER      -  SECOND    CLASS 0
 ME0027
 ME0027.The horizontal coordinates were established by autonomous hand held GPS
 ME0027.observations and have an estimated accuracy of +/- 10 meters.
 ME0027
 ME0027.The orthometric height was determined by differential leveling and
 ME0027.adjusted by the NATIONAL GEODETIC SURVEY
 ME0027.in June 1991.
 ME0027
 ME0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0027.GEOID18 height accuracy estimate available here.
 ME0027
 ME0027.Click photographs - Photos may exist for this station.
 ME0027
 ME0027.The dynamic height is computed by dividing the NAVD 88
 ME0027.geopotential number by the normal gravity value computed on the
 ME0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0027.degrees latitude (g = 980.6199 gals.).
 ME0027
 ME0027.The modeled gravity was interpolated from observed gravity values.
 ME0027
 ME0027;                    North         East    Units  Estimated Accuracy
 ME0027;SPC IN E     -   697,728.       49,360.      MT  (+/- 10 meters HH2 GPS)
 ME0027
 ME0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6060997982(NAD 83)
 ME0027
 ME0027                          SUPERSEDED SURVEY CONTROL
 ME0027
 ME0027  NGVD 29 (??/??/92)  263.497  (m)          864.49   (f) ADJ UNCH    2 0
 ME0027
 ME0027.Superseded values are not recommended for survey control.
 ME0027
 ME0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0027.See file dsdata.pdf to determine how the superseded data were derived.
 ME0027
 ME0027_MARKER: DB = BENCH MARK DISK
 ME0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0027_SP_SET: PILLAR
 ME0027_STAMPING: G 167 1946
 ME0027_MARK LOGO: CGS
 ME0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0027+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2018
 ME0027
 ME0027  HISTORY     - Date     Condition        Report By
 ME0027  HISTORY     - 1946     MONUMENTED       CGS
 ME0027  HISTORY     - 1983     GOOD             USPSQD
 ME0027  HISTORY     - 1990     GOOD             USPSQD
 ME0027  HISTORY     - 1990     GOOD             USPSQD
 ME0027  HISTORY     - 20021103 GOOD             USPSQD
 ME0027  HISTORY     - 20181220 GOOD             INDOT
 ME0027
 ME0027                          STATION DESCRIPTION
 ME0027
 ME0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0027'AT LAKEVILLE.
 ME0027'AT LAKEVILLE, ABOUT 1/4 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE
 ME0027'CONCRETE BRIDGE OVER THE WABASH RAILROAD, AT THE EAST ENTRANCE
 ME0027'TO THE HIGH SCHOOL, IN THE EAST FACE OF THE NORTH PILLAR OF THE
 ME0027'STONE ARCH, 4.0 FEET NORTH OF THE CENTER OF THE ENTRANCE, AND
 ME0027'2.4 FEET ABOVE THE TOP OF THE CONCRETE STEP.
 ME0027
 ME0027                          STATION RECOVERY (1983)
 ME0027
 ME0027'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0027'RECOVERED IN GOOD CONDITION.
 ME0027
 ME0027                          STATION RECOVERY (1990)
 ME0027
 ME0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLM)
 ME0027'RECOVERED IN GOOD CONDITION.
 ME0027
 ME0027                          STATION RECOVERY (1990)
 ME0027
 ME0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0027'RECOVERED IN GOOD CONDITION.
 ME0027
 ME0027                          STATION RECOVERY (2002)
 ME0027
 ME0027'RECOVERY NOTE BY US POWER SQUADRON 2002 (ABW)
 ME0027'FOUND AS DESCRIBED.
 ME0027
 ME0027                          STATION RECOVERY (2018)
 ME0027
 ME0027'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DLF)
 ME0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0008 ***********************************************************************
 ME0008  DESIGNATION -  G 168
 ME0008  PID         -  ME0008
 ME0008  STATE/COUNTY-  IN/ST JOSEPH
 ME0008  COUNTRY     -  US
 ME0008  USGS QUAD   -  WAKARUSA (2019)
 ME0008
 ME0008                         *CURRENT SURVEY CONTROL
 ME0008  ______________________________________________________________________
 ME0008* NAD 83(1986) POSITION- 41 33 53.     (N) 086 07 04.     (W)   SCALED
 ME0008* NAVD 88 ORTHO HEIGHT -   258.137 (meters)      846.90  (feet) ADJUSTED
 ME0008  ______________________________________________________________________
 ME0008  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0008  DYNAMIC HEIGHT  -        258.031 (meters)      846.56  (feet) COMP
 ME0008  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 ME0008
 ME0008  VERT ORDER      -  SECOND    CLASS 0
 ME0008
 ME0008.The horizontal coordinates were scaled from a map and have
 ME0008.an estimated accuracy of +/- 6 seconds.
 ME0008
 ME0008.The orthometric height was determined by differential leveling and
 ME0008.adjusted by the NATIONAL GEODETIC SURVEY
 ME0008.in June 1991.
 ME0008
 ME0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0008.GEOID18 height accuracy estimate available here.
 ME0008
 ME0008.Click photographs - Photos may exist for this station.
 ME0008
 ME0008.The dynamic height is computed by dividing the NAVD 88
 ME0008.geopotential number by the normal gravity value computed on the
 ME0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0008.degrees latitude (g = 980.6199 gals.).
 ME0008
 ME0008.The modeled gravity was interpolated from observed gravity values.
 ME0008
 ME0008;                    North         East    Units  Estimated Accuracy
 ME0008;SPC IN E     -   701,370.       62,370.      MT  (+/- 180 meters Scaled)
 ME0008
 ME0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735018(NAD 83)
 ME0008
 ME0008                          SUPERSEDED SURVEY CONTROL
 ME0008
 ME0008  NGVD 29 (??/??/92)  258.253  (m)          847.29   (f) ADJ UNCH    2 0
 ME0008
 ME0008.Superseded values are not recommended for survey control.
 ME0008
 ME0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0008.See file dsdata.pdf to determine how the superseded data were derived.
 ME0008
 ME0008_MARKER: DB = BENCH MARK DISK
 ME0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0008_STAMPING: G 168 1946
 ME0008_MARK LOGO: CGS
 ME0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0008+STABILITY: SURFACE MOTION
 ME0008
 ME0008  HISTORY     - Date     Condition        Report By
 ME0008  HISTORY     - 1946     MONUMENTED       CGS
 ME0008  HISTORY     - 1984     GOOD             USPSQD
 ME0008  HISTORY     - 19950725 GOOD             USPSQD
 ME0008  HISTORY     - 20010427 GOOD             USPSQD
 ME0008
 ME0008                          STATION DESCRIPTION
 ME0008
 ME0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0008'5.3 MI NE FROM WYATT.
 ME0008'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST
 ME0008'OFFICE AT WYATT, THENCE ABOUT 2.6 MILES EAST ALONG PIERCE ROAD,
 ME0008'AND THENCE ABOUT 2.0 MILES NORTH ALONG DOGWOOD ROAD, IN THE
 ME0008'NORTHEAST QUARTER OF THE INTERSECTION OF NEW ROAD, 32 FEET EAST
 ME0008'OF THE CENTER LINE OF DOGWOOD ROAD, 32 FEET NORTH OF THE CENTER
 ME0008'LINE OF THE EAST TANGENT OF NEW ROAD, 14.5 FEET SOUTHEAST OF A
 ME0008'FENCE CORNER, 2.0 FEET SOUTHWEST OF THE FENCE, ABOUT LEVEL WITH
 ME0008'THE ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0008'6 INCHES.
 ME0008
 ME0008                          STATION RECOVERY (1984)
 ME0008
 ME0008'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0008'DESCRIPTION AS STATED 'EXCEPT' AFTER THE SENTENCE ENDING 'TANGENT OF
 ME0008'NEW ROAD' DELETE REFERENCE TO FENCE. FENCE NON-EXISTENT.
 ME0008
 ME0008                          STATION RECOVERY (1995)
 ME0008
 ME0008'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0008'RECOVERED IN GOOD CONDITION.
 ME0008
 ME0008                          STATION RECOVERY (2001)
 ME0008
 ME0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0008'FOUND A DESCRIBED PLUS AN ORANGE WITNESS POST..
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0152 ***********************************************************************
 ME0152  DESIGNATION -  G 169
 ME0152  PID         -  ME0152
 ME0152  STATE/COUNTY-  IN/MARSHALL
 ME0152  COUNTRY     -  US
 ME0152  USGS QUAD   -  BOURBON (2019)
 ME0152
 ME0152                         *CURRENT SURVEY CONTROL
 ME0152  ______________________________________________________________________
 ME0152* NAD 83(1986) POSITION- 41 19 01.     (N) 086 06 58.     (W)   SCALED
 ME0152* NAVD 88 ORTHO HEIGHT -   253.167 (meters)      830.60  (feet) ADJUSTED
 ME0152  ______________________________________________________________________
 ME0152  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 ME0152  DYNAMIC HEIGHT  -        253.062 (meters)      830.25  (feet) COMP
 ME0152  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 ME0152
 ME0152  VERT ORDER      -  SECOND    CLASS 0
 ME0152
 ME0152.The horizontal coordinates were scaled from a map and have
 ME0152.an estimated accuracy of +/- 6 seconds.
 ME0152
 ME0152.The orthometric height was determined by differential leveling and
 ME0152.adjusted by the NATIONAL GEODETIC SURVEY
 ME0152.in June 1991.
 ME0152
 ME0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0152.GEOID18 height accuracy estimate available here.
 ME0152
 ME0152.Click photographs - Photos may exist for this station.
 ME0152
 ME0152.The dynamic height is computed by dividing the NAVD 88
 ME0152.geopotential number by the normal gravity value computed on the
 ME0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0152.degrees latitude (g = 980.6199 gals.).
 ME0152
 ME0152.The modeled gravity was interpolated from observed gravity values.
 ME0152
 ME0152;                    North         East    Units  Estimated Accuracy
 ME0152;SPC IN E     -   673,850.       62,370.      MT  (+/- 180 meters Scaled)
 ME0152
 ME0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739743(NAD 83)
 ME0152
 ME0152                          SUPERSEDED SURVEY CONTROL
 ME0152
 ME0152  NGVD 29 (??/??/92)  253.287  (m)          830.99   (f) ADJ UNCH    2 0
 ME0152
 ME0152.Superseded values are not recommended for survey control.
 ME0152
 ME0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0152.See file dsdata.pdf to determine how the superseded data were derived.
 ME0152
 ME0152_MARKER: DB = BENCH MARK DISK
 ME0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0152_STAMPING: G 169 1946
 ME0152_MARK LOGO: CGS
 ME0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0152+STABILITY: SURFACE MOTION
 ME0152
 ME0152  HISTORY     - Date     Condition        Report By
 ME0152  HISTORY     - 1946     MONUMENTED       CGS
 ME0152  HISTORY     - 1969     MARK NOT FOUND   INHD
 ME0152  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0152
 ME0152                          STATION DESCRIPTION
 ME0152
 ME0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0152'1.5 MI N FROM BOURBON.
 ME0152'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE INTERSECTION
 ME0152'OF U.S. HIGHWAY 30 AT BOURBON, ABOUT 110 FEET NORTHEAST ACROSS
 ME0152'THE HIGHWAY FROM THE NORTHEAST CORNER OF A CEMETERY, IN THE
 ME0152'SOUTHEAST QUARTER OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL
 ME0152'ROAD, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34 FEET
 ME0152'EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHEAST OF A
 ME0152'15-INCH WALNUT TREE, 15 FEET SOUTH OF A FENCE CORNER, 1.5 FEET
 ME0152'WEST OF THE RIGHT-OF-WAY FENCE, ABOUT 2-1/2 FEET LOWER THAN THE
 ME0152'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0152'4 INCHES.
 ME0152
 ME0152                          STATION RECOVERY (1969)
 ME0152
 ME0152'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0152'MARK NOT FOUND.
 ME0152
 ME0152                          STATION RECOVERY (1990)
 ME0152
 ME0152'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1129 ***********************************************************************
 ME1129  DESIGNATION -  G 17
 ME1129  PID         -  ME1129
 ME1129  STATE/COUNTY-  IN/LAKE
 ME1129  COUNTRY     -  US
 ME1129  USGS QUAD   -  SCHNEIDER (2019)
 ME1129
 ME1129                         *CURRENT SURVEY CONTROL
 ME1129  ______________________________________________________________________
 ME1129* NAD 83(1986) POSITION- 41 11 16.     (N) 087 26 49.     (W)   SCALED
 ME1129* NAVD 88 ORTHO HEIGHT -   193.989 (meters)      636.45  (feet) ADJUSTED
 ME1129  ______________________________________________________________________
 ME1129  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 ME1129  DYNAMIC HEIGHT  -        193.908 (meters)      636.18  (feet) COMP
 ME1129  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 ME1129
 ME1129  VERT ORDER      -  FIRST     CLASS II
 ME1129
 ME1129.The horizontal coordinates were scaled from a map and have
 ME1129.an estimated accuracy of +/- 6 seconds.
 ME1129
 ME1129.The orthometric height was determined by differential leveling and
 ME1129.adjusted by the NATIONAL GEODETIC SURVEY
 ME1129.in June 1991.
 ME1129
 ME1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1129.GEOID18 height accuracy estimate available here.
 ME1129
 ME1129.Click photographs - Photos may exist for this station.
 ME1129
 ME1129.The dynamic height is computed by dividing the NAVD 88
 ME1129.geopotential number by the normal gravity value computed on the
 ME1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1129.degrees latitude (g = 980.6199 gals.).
 ME1129
 ME1129.The modeled gravity was interpolated from observed gravity values.
 ME1129
 ME1129;                    North         East    Units  Estimated Accuracy
 ME1129;SPC IN W     -   659,480.      869,500.      MT  (+/- 180 meters Scaled)
 ME1129
 ME1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625596(NAD 83)
 ME1129
 ME1129                          SUPERSEDED SURVEY CONTROL
 ME1129
 ME1129  NGVD 29 (??/??/92)  194.077  (m)          636.73   (f) ADJ UNCH    1 2
 ME1129
 ME1129.Superseded values are not recommended for survey control.
 ME1129
 ME1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1129.See file dsdata.pdf to determine how the superseded data were derived.
 ME1129
 ME1129_MARKER: DB = BENCH MARK DISK
 ME1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1129_STAMPING: G 17 1934
 ME1129_MARK LOGO: CGS
 ME1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1129+STABILITY: SURFACE MOTION
 ME1129
 ME1129  HISTORY     - Date     Condition        Report By
 ME1129  HISTORY     - 1934     MONUMENTED       CGS
 ME1129  HISTORY     - 1954     GOOD             CGS
 ME1129  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1129
 ME1129                          STATION DESCRIPTION
 ME1129
 ME1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1129'AT SCHNEIDER.
 ME1129'AT SCHNEIDER, ABOUT 54 YARDS SOUTH OF CROSSING OF THE EAST-WEST
 ME1129'AND NORTH-SOUTH TRACKS OF THE NEW YORK CENTRAL RAILROAD, 44 YARDS
 ME1129'SOUTHEAST OF SOUTHEAST CORNER OF THE STATION, 44 1/2 FEET SOUTH
 ME1129'OF CENTER LINE OF A BLACK TOP ROAD, 18.8 FEET EAST OF EAST RAIL
 ME1129'OF EAST TRACK, 8 1/2 FEET SOUTHWEST OF NORTHWEST CORNER OF A
 ME1129'SECTION TOOL AND HAND CAR SHED, 18.8 FEET SOUTH OF SOUTH EDGE OF
 ME1129'A CONCRETE WALK, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET IN
 ME1129'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ME1129
 ME1129                          STATION RECOVERY (1989)
 ME1129
 ME1129'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0140 ***********************************************************************
 ME0140  DESIGNATION -  G 170
 ME0140  PID         -  ME0140
 ME0140  STATE/COUNTY-  IN/ELKHART
 ME0140  COUNTRY     -  US
 ME0140  USGS QUAD   -  OSCEOLA (2019)
 ME0140
 ME0140                         *CURRENT SURVEY CONTROL
 ME0140  ______________________________________________________________________
 ME0140* NAD 83(1986) POSITION- 41 38 25.     (N) 086 00 10.     (W)   SCALED
 ME0140* NAVD 88 ORTHO HEIGHT -   243.666 (meters)      799.43  (feet) ADJUSTED
 ME0140  ______________________________________________________________________
 ME0140  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME0140  DYNAMIC HEIGHT  -        243.569 (meters)      799.11  (feet) COMP
 ME0140  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 ME0140
 ME0140  VERT ORDER      -  SECOND    CLASS 0
 ME0140
 ME0140.The horizontal coordinates were scaled from a map and have
 ME0140.an estimated accuracy of +/- 6 seconds.
 ME0140
 ME0140.The orthometric height was determined by differential leveling and
 ME0140.adjusted by the NATIONAL GEODETIC SURVEY
 ME0140.in June 1991.
 ME0140
 ME0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0140.GEOID18 height accuracy estimate available here.
 ME0140
 ME0140.Click photographs - Photos may exist for this station.
 ME0140
 ME0140.The dynamic height is computed by dividing the NAVD 88
 ME0140.geopotential number by the normal gravity value computed on the
 ME0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0140.degrees latitude (g = 980.6199 gals.).
 ME0140
 ME0140.The modeled gravity was interpolated from observed gravity values.
 ME0140
 ME0140;                    North         East    Units  Estimated Accuracy
 ME0140;SPC IN E     -   709,720.       72,000.      MT  (+/- 180 meters Scaled)
 ME0140
 ME0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM830103(NAD 83)
 ME0140
 ME0140                          SUPERSEDED SURVEY CONTROL
 ME0140
 ME0140  NGVD 29 (??/??/92)  243.790  (m)          799.83   (f) ADJ UNCH    2 0
 ME0140
 ME0140.Superseded values are not recommended for survey control.
 ME0140
 ME0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0140.See file dsdata.pdf to determine how the superseded data were derived.
 ME0140
 ME0140_MARKER: DB = BENCH MARK DISK
 ME0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0140_SP_SET: CULVERT HEADWALL
 ME0140_STAMPING: G 170 1946
 ME0140_MARK LOGO: CGS
 ME0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0140+STABILITY: SURFACE MOTION
 ME0140
 ME0140  HISTORY     - Date     Condition        Report By
 ME0140  HISTORY     - 1946     MONUMENTED       CGS
 ME0140  HISTORY     - 1968     GOOD             CGS
 ME0140  HISTORY     - 1987     GOOD             USPSQD
 ME0140  HISTORY     - 20101217 MARK NOT FOUND   DLZCOR
 ME0140
 ME0140                          STATION DESCRIPTION
 ME0140
 ME0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0140'2 MI S FROM ELKHART.
 ME0140'ABOUT 2.05 MILES SOUTH ALONG S.R. 19 FROM ITS JUNC. WITH U.S.
 ME0140'33 AT ELKHART, ABOUT 0.25 MILES SOUTH OF JUNC. OF A CONC. ROAD
 ME0140'LEADING SOUTHWEST, SET IN THE TOP OF THE NORTH END OF THE WEST
 ME0140'CONC. HEADWALL OF AN 18 INCH PIPE CULVERT, 35 FT WEST OF C/L
 ME0140'OF HIGHWAY, ABOUT 2.6 FT. BELOW THE HIGHWAY AND SET IN A DRILL
 ME0140'HOLE.  5 FT. WEST OF A STEEL WITNESS POST.
 ME0140
 ME0140                          STATION RECOVERY (1987)
 ME0140
 ME0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDG)
 ME0140'RECOVERED IN GOOD CONDITION.
 ME0140
 ME0140                          STATION RECOVERY (2010)
 ME0140
 ME0140'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME0140'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0420 ***********************************************************************
 ME0420  DESIGNATION -  G 171
 ME0420  PID         -  ME0420
 ME0420  STATE/COUNTY-  IN/ELKHART
 ME0420  COUNTRY     -  US
 ME0420  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0420
 ME0420                         *CURRENT SURVEY CONTROL
 ME0420  ______________________________________________________________________
 ME0420* NAD 83(1986) POSITION- 41 29 36.     (N) 086 00 05.     (W)   SCALED
 ME0420* NAVD 88 ORTHO HEIGHT -   263.777 (meters)      865.41  (feet) ADJUSTED
 ME0420  ______________________________________________________________________
 ME0420  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 ME0420  DYNAMIC HEIGHT  -        263.669 (meters)      865.05  (feet) COMP
 ME0420  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 ME0420
 ME0420  VERT ORDER      -  SECOND    CLASS 0
 ME0420
 ME0420.The horizontal coordinates were scaled from a map and have
 ME0420.an estimated accuracy of +/- 6 seconds.
 ME0420
 ME0420.The orthometric height was determined by differential leveling and
 ME0420.adjusted by the NATIONAL GEODETIC SURVEY
 ME0420.in June 1991.
 ME0420
 ME0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0420.GEOID18 height accuracy estimate available here.
 ME0420
 ME0420.Click photographs - Photos may exist for this station.
 ME0420
 ME0420.The dynamic height is computed by dividing the NAVD 88
 ME0420.geopotential number by the normal gravity value computed on the
 ME0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0420.degrees latitude (g = 980.6199 gals.).
 ME0420
 ME0420.The modeled gravity was interpolated from observed gravity values.
 ME0420
 ME0420;                    North         East    Units  Estimated Accuracy
 ME0420;SPC IN E     -   693,400.       72,050.      MT  (+/- 180 meters Scaled)
 ME0420
 ME0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833940(NAD 83)
 ME0420
 ME0420                          SUPERSEDED SURVEY CONTROL
 ME0420
 ME0420  NGVD 29 (??/??/92)  263.897  (m)          865.80   (f) ADJ UNCH    2 0
 ME0420
 ME0420.Superseded values are not recommended for survey control.
 ME0420
 ME0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0420.See file dsdata.pdf to determine how the superseded data were derived.
 ME0420
 ME0420_MARKER: DB = BENCH MARK DISK
 ME0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0420_STAMPING: G 171 1946
 ME0420_MARK LOGO: CGS
 ME0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0420+STABILITY: SURFACE MOTION
 ME0420
 ME0420  HISTORY     - Date     Condition        Report By
 ME0420  HISTORY     - 1946     MONUMENTED       CGS
 ME0420  HISTORY     - 1969     GOOD             CGS
 ME0420  HISTORY     - 19950914 GOOD             USPSQD
 ME0420  HISTORY     - 20081212 MARK NOT FOUND   INDOT
 ME0420
 ME0420                          STATION DESCRIPTION
 ME0420
 ME0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0420'3.4 MI N FROM NAPPANEE.
 ME0420'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0420'LIBRARY AT NAPPANEE, AT A CROSS ROAD, (BLACK TOP WEST AND GRAVEL
 ME0420'LEADING EAST), SET IN THE NORTHEAST QUARTER OF THE INTERSECTION, 40
 ME0420'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF
 ME0420'THE CENTER LINE OF THE GRAVEL ROAD, 5.5 FEET NORTH OF POWER POLE
 ME0420'NO. 506/051, 3.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A
 ME0420'FENCE LINE, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF
 ME0420'A CONCRETE POST PROJECTING 6 INCHES.
 ME0420
 ME0420                          STATION RECOVERY (1969)
 ME0420
 ME0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0420'RECOVERED IN GOOD CONDITION.
 ME0420
 ME0420                          STATION RECOVERY (1995)
 ME0420
 ME0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0420'RECOVERED IN GOOD CONDITION.
 ME0420
 ME0420                          STATION RECOVERY (2008)
 ME0420
 ME0420'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008
 ME0420'MARK NOT FOUND 12/10/2008
 ME0420'DESTROYED AS A RESULT OF HIGHWAY CONSTRUCTION
 ME0420'INDOT BENCH MARK TABLET WILL BE SET IN THE VICINITY
 ME0420'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1206 ***********************************************************************
 MD1206  DESIGNATION -  G 172
 MD1206  PID         -  MD1206
 MD1206  STATE/COUNTY-  IN/KOSCIUSKO
 MD1206  COUNTRY     -  US
 MD1206  USGS QUAD   -  ATWOOD (2019)
 MD1206
 MD1206                         *CURRENT SURVEY CONTROL
 MD1206  ______________________________________________________________________
 MD1206* NAD 83(1986) POSITION- 41 21 42.     (N) 085 54 51.     (W)   SCALED
 MD1206* NAVD 88 ORTHO HEIGHT -   255.442 (meters)      838.06  (feet) ADJUSTED
 MD1206  ______________________________________________________________________
 MD1206  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 MD1206  DYNAMIC HEIGHT  -        255.339 (meters)      837.72  (feet) COMP
 MD1206  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 MD1206
 MD1206  VERT ORDER      -  SECOND    CLASS 0
 MD1206
 MD1206.The horizontal coordinates were scaled from a map and have
 MD1206.an estimated accuracy of +/- 6 seconds.
 MD1206
 MD1206.The orthometric height was determined by differential leveling and
 MD1206.adjusted by the NATIONAL GEODETIC SURVEY
 MD1206.in June 1991.
 MD1206
 MD1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1206.GEOID18 height accuracy estimate available here.
 MD1206
 MD1206.Click photographs - Photos may exist for this station.
 MD1206
 MD1206.The dynamic height is computed by dividing the NAVD 88
 MD1206.geopotential number by the normal gravity value computed on the
 MD1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1206.degrees latitude (g = 980.6199 gals.).
 MD1206
 MD1206.The modeled gravity was interpolated from observed gravity values.
 MD1206
 MD1206;                    North         East    Units  Estimated Accuracy
 MD1206;SPC IN E     -   678,750.       79,290.      MT  (+/- 180 meters Scaled)
 MD1206
 MD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL908794(NAD 83)
 MD1206
 MD1206                          SUPERSEDED SURVEY CONTROL
 MD1206
 MD1206  NGVD 29 (??/??/92)  255.573  (m)          838.49   (f) ADJ UNCH    2 0
 MD1206
 MD1206.Superseded values are not recommended for survey control.
 MD1206
 MD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1206.See file dsdata.pdf to determine how the superseded data were derived.
 MD1206
 MD1206_MARKER: DB = BENCH MARK DISK
 MD1206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1206_SP_SET: CULVERT HEADWALL
 MD1206_STAMPING: G 172 1946
 MD1206_MARK LOGO: CGS
 MD1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1206+STABILITY: SURFACE MOTION
 MD1206
 MD1206  HISTORY     - Date     Condition        Report By
 MD1206  HISTORY     - 1946     MONUMENTED       CGS
 MD1206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1206
 MD1206                          STATION DESCRIPTION
 MD1206
 MD1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1206'6.3 MI SW FROM MILFORD.
 MD1206'3.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE VAN-BUREN
 MD1206'TOWNSHIP SCHOOL AT MILFORD, THENCE ABOUT 3.1 MILES WEST ALONG
 MD1206'A BLACK-TOP ROAD, ABOUT 0.7 MILE EAST OF CARIS SCHOOL (DISTRICT
 MD1206'8, JEFFERSON TOWNSHIP), ABOUT 75 YARDS WEST OF THE DRIVEWAY INTO
 MD1206'THE SHERMAN COLLENS FARM, OPPOSITE A FIELD ENTRANCE, AT A 24-INCH
 MD1206'PIPE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MD1206'HEAD WALL, 14.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MD1206'AND ABOUT LEVEL WITH THE ROAD.
 MD1206
 MD1206                          STATION RECOVERY (1989)
 MD1206
 MD1206'RECOVERY NOTE BY US POWER SQUADRON 1989 (UNK)
 MD1206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1844 ***********************************************************************
 LA1844  DESIGNATION -  G 173
 LA1844  PID         -  LA1844
 LA1844  STATE/COUNTY-  IN/WABASH
 LA1844  COUNTRY     -  US
 LA1844  USGS QUAD   -  SOMERSET (2019)
 LA1844
 LA1844                         *CURRENT SURVEY CONTROL
 LA1844  ______________________________________________________________________
 LA1844* NAD 83(1986) POSITION- 40 39 39.     (N) 085 49 37.     (W)   SCALED
 LA1844* NAVD 88 ORTHO HEIGHT -   237.250 (meters)      778.38  (feet) ADJUSTED
 LA1844  ______________________________________________________________________
 LA1844  GEOID HEIGHT    -        -34.360 (meters)                     GEOID18
 LA1844  DYNAMIC HEIGHT  -        237.132 (meters)      777.99  (feet) COMP
 LA1844  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 LA1844
 LA1844  VERT ORDER      -  SECOND    CLASS 0
 LA1844
 LA1844.The horizontal coordinates were scaled from a map and have
 LA1844.an estimated accuracy of +/- 6 seconds.
 LA1844
 LA1844.The orthometric height was determined by differential leveling and
 LA1844.adjusted by the NATIONAL GEODETIC SURVEY
 LA1844.in June 1991.
 LA1844
 LA1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1844.GEOID18 height accuracy estimate available here.
 LA1844
 LA1844.Click photographs - Photos may exist for this station.
 LA1844
 LA1844.The dynamic height is computed by dividing the NAVD 88
 LA1844.geopotential number by the normal gravity value computed on the
 LA1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1844.degrees latitude (g = 980.6199 gals.).
 LA1844
 LA1844.The modeled gravity was interpolated from observed gravity values.
 LA1844
 LA1844;                    North         East    Units  Estimated Accuracy
 LA1844;SPC IN E     -   600,910.       86,450.      MT  (+/- 180 meters Scaled)
 LA1844
 LA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991017(NAD 83)
 LA1844
 LA1844                          SUPERSEDED SURVEY CONTROL
 LA1844
 LA1844  NGVD 29 (??/??/92)  237.376  (m)          778.79   (f) ADJ UNCH    2 0
 LA1844
 LA1844.Superseded values are not recommended for survey control.
 LA1844
 LA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1844.See file dsdata.pdf to determine how the superseded data were derived.
 LA1844
 LA1844_MARKER: DB = BENCH MARK DISK
 LA1844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1844_SP_SET: CULVERT WINGWALL
 LA1844_STAMPING: G 173 1946
 LA1844_MARK LOGO: CGS
 LA1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1844+STABILITY: SURFACE MOTION
 LA1844
 LA1844  HISTORY     - Date     Condition        Report By
 LA1844  HISTORY     - 1946     MONUMENTED       CGS
 LA1844
 LA1844                          STATION DESCRIPTION
 LA1844
 LA1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1844'0.7 MI S FROM MOUNT VERNON.
 LA1844'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1844'AT MOUNT VERNON, SET IN THE TOP OF THE SOUTHWEST WING WALL OF
 LA1844'A 15 FOOT CONCRETE CULVERT OVER A DITCH, 25 FEET WEST OF AND ABOUT
 LA1844'1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1845 ***********************************************************************
 LA1845  DESIGNATION -  G 173 RESET
 LA1845  PID         -  LA1845
 LA1845  STATE/COUNTY-  IN/WABASH
 LA1845  COUNTRY     -  US
 LA1845  USGS QUAD   -  SOMERSET (2019)
 LA1845
 LA1845                         *CURRENT SURVEY CONTROL
 LA1845  ______________________________________________________________________
 LA1845* NAD 83(1986) POSITION- 40 39 38.93   (N) 085 49 37.15   (W)   HD_HELD1
 LA1845* NAVD 88 ORTHO HEIGHT -   237.36  (meters)      778.7   (feet) RESET
 LA1845  ______________________________________________________________________
 LA1845  GEOID HEIGHT    -        -34.360 (meters)                     GEOID18
 LA1845  VERT ORDER      -  THIRD
 LA1845
 LA1845.The horizontal coordinates were determined by differentially corrected
 LA1845.hand held GPS observations or other comparable positioning techniques
 LA1845.and have an estimated accuracy of +/- 3 meters.
 LA1845
 LA1845.The orthometric height was computed from unverified reset data.
 LA1845
 LA1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1845.GEOID18 height accuracy estimate available here.
 LA1845
 LA1845.Click photographs - Photos may exist for this station.
 LA1845
 LA1845;                    North         East    Units  Estimated Accuracy
 LA1845;SPC IN E     -   600,905.0      86,443.0     MT  (+/- 3 meters HH1 GPS) 
 LA1845
 LA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9915701766(NAD 83)
 LA1845
 LA1845                          SUPERSEDED SURVEY CONTROL
 LA1845
 LA1845  NGVD 29 (??/??/??)  237.49   (m)          779.2    (f) RESET       3  
 LA1845
 LA1845.Superseded values are not recommended for survey control.
 LA1845
 LA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1845.See file dsdata.pdf to determine how the superseded data were derived.
 LA1845
 LA1845_MARKER: DB = BENCH MARK DISK
 LA1845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1845_SP_SET: CULVERT WINGWALL
 LA1845_STAMPING: G 173 RESET 1966
 LA1845_MARK LOGO: CGS
 LA1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1845+STABILITY: SURFACE MOTION
 LA1845
 LA1845  HISTORY     - Date     Condition        Report By
 LA1845  HISTORY     - 1966     MONUMENTED       INHD
 LA1845
 LA1845                          STATION DESCRIPTION
 LA1845
 LA1845'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1966
 LA1845'0.7 MI S FROM MOUNT VERNON.
 LA1845'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1845'AT MOUNT VERNON, 36 FEET WEST OF AND ABOUT 3 FEET BELOW THE
 LA1845'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHWEST
 LA1845'WINGWALL OF A 15-FOOT CONCRETE CULVERT OVER A DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1622 ***********************************************************************
 LA1622  DESIGNATION -  G 174
 LA1622  PID         -  LA1622
 LA1622  STATE/COUNTY-  IN/WABASH
 LA1622  COUNTRY     -  US
 LA1622  USGS QUAD   -  LA FONTAINE (2019)
 LA1622
 LA1622                         *CURRENT SURVEY CONTROL
 LA1622  ______________________________________________________________________
 LA1622* NAD 83(1986) POSITION- 40 39 47.3    (N) 085 42 57.8    (W)   HD_HELD2
 LA1622* NAVD 88 ORTHO HEIGHT -   246.877 (meters)      809.96  (feet) ADJUSTED
 LA1622  ______________________________________________________________________
 LA1622  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 LA1622  DYNAMIC HEIGHT  -        246.755 (meters)      809.56  (feet) COMP
 LA1622  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 LA1622
 LA1622  VERT ORDER      -  FIRST     CLASS II
 LA1622
 LA1622.The horizontal coordinates were established by autonomous hand held GPS
 LA1622.observations and have an estimated accuracy of +/- 10 meters.
 LA1622
 LA1622.The orthometric height was determined by differential leveling and
 LA1622.adjusted by the NATIONAL GEODETIC SURVEY
 LA1622.in June 1991.
 LA1622
 LA1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1622.GEOID18 height accuracy estimate available here.
 LA1622
 LA1622.Click photographs - Photos may exist for this station.
 LA1622
 LA1622.The dynamic height is computed by dividing the NAVD 88
 LA1622.geopotential number by the normal gravity value computed on the
 LA1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1622.degrees latitude (g = 980.6199 gals.).
 LA1622
 LA1622.The modeled gravity was interpolated from observed gravity values.
 LA1622
 LA1622;                    North         East    Units  Estimated Accuracy
 LA1622;SPC IN E     -   601,152.       95,824.      MT  (+/- 10 meters HH2 GPS)
 LA1622
 LA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0853002155(NAD 83)
 LA1622
 LA1622                          SUPERSEDED SURVEY CONTROL
 LA1622
 LA1622  NGVD 29 (??/??/92)  247.006  (m)          810.39   (f) ADJ UNCH    1 2
 LA1622
 LA1622.Superseded values are not recommended for survey control.
 LA1622
 LA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1622.See file dsdata.pdf to determine how the superseded data were derived.
 LA1622
 LA1622_MARKER: DB = BENCH MARK DISK
 LA1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1622_STAMPING: G 174 1946
 LA1622_MARK LOGO: CGS
 LA1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1622+STABILITY: SURFACE MOTION
 LA1622
 LA1622  HISTORY     - Date     Condition        Report By
 LA1622  HISTORY     - 1946     MONUMENTED       CGS
 LA1622  HISTORY     - 1961     GOOD             LOCSUR
 LA1622
 LA1622                          STATION DESCRIPTION
 LA1622
 LA1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1622'1 MI SE FROM LA FONTAINE.
 LA1622'ABOUT 1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1622'FROM THE STATION AT LA FONTAINE, AT THE CROSSING OF STATE HIGHWAY
 LA1622'15, 29.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 34
 LA1622'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF
 LA1622'A CONCRETE FENCE CORNER POST, 1 FOOT SOUTHWEST OF THE FENCE LINE,
 LA1622'ABOUT 2.5 FEET BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LA1622'PROJECTING 6 INCHES.  NOTE-- THE HIGHWAY HAS BEEN RELOCATED AND
 LA1622'THE GRADE CROSSING REMOVED.  THE STATION WAS RECOVERED BY RANGING
 LA1622'IN ON THE ROAD NORTH AND SOUTH, THEN LOCATING THE BRACED CONCRETE
 LA1622'CORNER POST.
 LA1622
 LA1622                          STATION RECOVERY (1961)
 LA1622
 LA1622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LA1622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1788 ***********************************************************************
 LA1788  DESIGNATION -  G 175
 LA1788  PID         -  LA1788
 LA1788  STATE/COUNTY-  IN/WABASH
 LA1788  COUNTRY     -  US
 LA1788  USGS QUAD   -  PEORIA (2019)
 LA1788
 LA1788                         *CURRENT SURVEY CONTROL
 LA1788  ______________________________________________________________________
 LA1788* NAD 83(1986) POSITION- 40 41 34.     (N) 085 56 03.     (W)   SCALED
 LA1788* NAVD 88 ORTHO HEIGHT -   229.172 (meters)      751.88  (feet) ADJUSTED
 LA1788  ______________________________________________________________________
 LA1788  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LA1788  DYNAMIC HEIGHT  -        229.060 (meters)      751.51  (feet) COMP
 LA1788  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 LA1788
 LA1788  VERT ORDER      -  SECOND    CLASS 0
 LA1788
 LA1788.The horizontal coordinates were scaled from a map and have
 LA1788.an estimated accuracy of +/- 6 seconds.
 LA1788
 LA1788.The orthometric height was determined by differential leveling and
 LA1788.adjusted by the NATIONAL GEODETIC SURVEY
 LA1788.in June 1991.
 LA1788
 LA1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1788.GEOID18 height accuracy estimate available here.
 LA1788
 LA1788.Click photographs - Photos may exist for this station.
 LA1788
 LA1788.The dynamic height is computed by dividing the NAVD 88
 LA1788.geopotential number by the normal gravity value computed on the
 LA1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1788.degrees latitude (g = 980.6199 gals.).
 LA1788
 LA1788.The modeled gravity was interpolated from observed gravity values.
 LA1788
 LA1788;                    North         East    Units  Estimated Accuracy
 LA1788;SPC IN E     -   604,480.       77,390.      MT  (+/- 180 meters Scaled)
 LA1788
 LA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL900051(NAD 83)
 LA1788
 LA1788                          SUPERSEDED SURVEY CONTROL
 LA1788
 LA1788  NGVD 29 (??/??/92)  229.297  (m)          752.29   (f) ADJ UNCH    2 0
 LA1788
 LA1788.Superseded values are not recommended for survey control.
 LA1788
 LA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1788.See file dsdata.pdf to determine how the superseded data were derived.
 LA1788
 LA1788_MARKER: DB = BENCH MARK DISK
 LA1788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1788_SP_SET: BRIDGE
 LA1788_STAMPING: G 175 1946
 LA1788_MARK LOGO: CGS
 LA1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1788
 LA1788  HISTORY     - Date     Condition        Report By
 LA1788  HISTORY     - 1946     MONUMENTED       CGS
 LA1788  HISTORY     - 1961     GOOD             CGS
 LA1788
 LA1788                          STATION DESCRIPTION
 LA1788
 LA1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1788'2.5 MI SE FROM PEORIA.
 LA1788'ABOUT 2.5 MILES SOUTHEAST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1788'BENDERS STORE AT PEORIA, ABOUT 0.2 MILE NORTHWEST OF AN IMMITATION
 LA1788'BRICK HOUSE ON THE NORTHEAST SIDE OF THE TRAIL ABOUT 0.3 MILE
 LA1788'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING EAST, SET IN THE
 LA1788'TOP OF THE SOUTHEAST END OF THE SOUTHWEST BRIDGE RAILING OF A
 LA1788'10 FOOT CONCRETE BRIDGE, 10.5 FEET SOUTHWEST OF AND ABOUT 2 FEET
 LA1788'ABOVE THE CENTER LINE OF THE TRAIL.
 LA1788
 LA1788                          STATION RECOVERY (1961)
 LA1788
 LA1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0354 ***********************************************************************
 ME0354  DESIGNATION -  G 176
 ME0354  PID         -  ME0354
 ME0354  STATE/COUNTY-  IN/MARSHALL
 ME0354  COUNTRY     -  US
 ME0354  USGS QUAD   -  ARGOS (2019)
 ME0354
 ME0354                         *CURRENT SURVEY CONTROL
 ME0354  ______________________________________________________________________
 ME0354* NAD 83(1986) POSITION- 41 10 20.     (N) 086 14 37.     (W)   SCALED
 ME0354* NAVD 88 ORTHO HEIGHT -   270.134 (meters)      886.26  (feet) ADJUSTED
 ME0354  ______________________________________________________________________
 ME0354  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 ME0354  DYNAMIC HEIGHT  -        270.019 (meters)      885.89  (feet) COMP
 ME0354  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 ME0354
 ME0354  VERT ORDER      -  SECOND    CLASS 0
 ME0354
 ME0354.The horizontal coordinates were scaled from a map and have
 ME0354.an estimated accuracy of +/- 6 seconds.
 ME0354
 ME0354.The orthometric height was determined by differential leveling and
 ME0354.adjusted by the NATIONAL GEODETIC SURVEY
 ME0354.in June 1991.
 ME0354
 ME0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0354.GEOID18 height accuracy estimate available here.
 ME0354
 ME0354.Click photographs - Photos may exist for this station.
 ME0354
 ME0354.The dynamic height is computed by dividing the NAVD 88
 ME0354.geopotential number by the normal gravity value computed on the
 ME0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0354.degrees latitude (g = 980.6199 gals.).
 ME0354
 ME0354.The modeled gravity was interpolated from observed gravity values.
 ME0354
 ME0354;                    North         East    Units  Estimated Accuracy
 ME0354;SPC IN E     -   657,840.       51,590.      MT  (+/- 180 meters Scaled)
 ME0354
 ME0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL634581(NAD 83)
 ME0354
 ME0354                          SUPERSEDED SURVEY CONTROL
 ME0354
 ME0354  NGVD 29 (??/??/92)  270.250  (m)          886.65   (f) ADJ UNCH    2 0
 ME0354
 ME0354.Superseded values are not recommended for survey control.
 ME0354
 ME0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0354.See file dsdata.pdf to determine how the superseded data were derived.
 ME0354
 ME0354_MARKER: DB = BENCH MARK DISK
 ME0354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0354_SP_SET: CULVERT HEADWALL
 ME0354_STAMPING: G 176 1946
 ME0354_MARK LOGO: CGS
 ME0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0354+STABILITY: SURFACE MOTION
 ME0354
 ME0354  HISTORY     - Date     Condition        Report By
 ME0354  HISTORY     - 1946     MONUMENTED       CGS
 ME0354  HISTORY     - 1984     GOOD             USPSQD
 ME0354
 ME0354                          STATION DESCRIPTION
 ME0354
 ME0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0354'11.4 MI NE FROM DELONG.
 ME0354'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0354'STATION AT DELONG, THENCE 8.9 MILES EAST ALONG STATE HIGHWAY 110,
 ME0354'ABOUT 0.2 MILE EAST OF A NORTH-SOUTH ROAD INTERSECTION, 0.1 MILE
 ME0354'WEST OF THE MAPLE GROVE FARM, SET IN THE TOP OF THE EAST END
 ME0354'OF THE NORTH CONCRETE HEADWALL OF AN 18-INCH CORRUGATED STEEL PIPE
 ME0354'CULVERT, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST
 ME0354'OF THE EAST END OF THE HEADWALL AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.
 ME0354
 ME0354                          STATION RECOVERY (1984)
 ME0354
 ME0354'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0354'ADDITIONAL INFORMATION: ABOUT 0.2 MILE EAST OF KENILWORTH ROAD, ABOUT
 ME0354'175 YARDS WEST OF THE CENTER OF A BARN AT MAPLE TREE FARM, ABOUT 400
 ME0354'YARDS WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 ME0354'31 AND ONE FOOT WEST OF A METAL CULVERT MARKER STAKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0446 ***********************************************************************
 ME0446  DESIGNATION -  G 177
 ME0446  PID         -  ME0446
 ME0446  STATE/COUNTY-  IN/FULTON
 ME0446  COUNTRY     -  US
 ME0446  USGS QUAD   -  AKRON (2019)
 ME0446
 ME0446                         *CURRENT SURVEY CONTROL
 ME0446  ______________________________________________________________________
 ME0446* NAD 83(1986) POSITION- 41 03 05.     (N) 086 06 52.     (W)   SCALED
 ME0446* NAVD 88 ORTHO HEIGHT -   246.516 (meters)      808.78  (feet) ADJUSTED
 ME0446  ______________________________________________________________________
 ME0446  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 ME0446  DYNAMIC HEIGHT  -        246.407 (meters)      808.42  (feet) COMP
 ME0446  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 ME0446
 ME0446  VERT ORDER      -  SECOND    CLASS 0
 ME0446
 ME0446.The horizontal coordinates were scaled from a map and have
 ME0446.an estimated accuracy of +/- 6 seconds.
 ME0446
 ME0446.The orthometric height was determined by differential leveling and
 ME0446.adjusted by the NATIONAL GEODETIC SURVEY
 ME0446.in June 1991.
 ME0446
 ME0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0446.GEOID18 height accuracy estimate available here.
 ME0446
 ME0446.Click photographs - Photos may exist for this station.
 ME0446
 ME0446.The dynamic height is computed by dividing the NAVD 88
 ME0446.geopotential number by the normal gravity value computed on the
 ME0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0446.degrees latitude (g = 980.6199 gals.).
 ME0446
 ME0446.The modeled gravity was interpolated from observed gravity values.
 ME0446
 ME0446;                    North         East    Units  Estimated Accuracy
 ME0446;SPC IN E     -   644,360.       62,360.      MT  (+/- 180 meters Scaled)
 ME0446
 ME0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL744448(NAD 83)
 ME0446
 ME0446                          SUPERSEDED SURVEY CONTROL
 ME0446
 ME0446  NGVD 29 (??/??/92)  246.638  (m)          809.18   (f) ADJ UNCH    2 0
 ME0446
 ME0446.Superseded values are not recommended for survey control.
 ME0446
 ME0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0446.See file dsdata.pdf to determine how the superseded data were derived.
 ME0446
 ME0446_MARKER: DB = BENCH MARK DISK
 ME0446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0446_SP_SET: CULVERT HEADWALL
 ME0446_STAMPING: G 177 1946
 ME0446_MARK LOGO: CGS
 ME0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0446+STABILITY: SURFACE MOTION
 ME0446
 ME0446  HISTORY     - Date     Condition        Report By
 ME0446  HISTORY     - 1946     MONUMENTED       CGS
 ME0446  HISTORY     - 1990     GOOD             USPSQD
 ME0446
 ME0446                          STATION DESCRIPTION
 ME0446
 ME0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0446'0.6 MI E FROM ATHENS.
 ME0446'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME0446'AT ATHENS, IN THE SOUTHWEST QUARTER OF AN INTERSECTION WITH A
 ME0446'NORTH-SOUTH GRAVEL ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 ME0446'SOUTHWEST CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 70
 ME0446'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 20
 ME0446'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST
 ME0446'OF THE SOUTHEAST END OF THE HEADWALL, ABOUT LEVEL WITH THE
 ME0446'HIGHWAY.
 ME0446
 ME0446                          STATION RECOVERY (1990)
 ME0446
 ME0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1693 ***********************************************************************
 LA1693  DESIGNATION -  G 178
 LA1693  PID         -  LA1693
 LA1693  STATE/COUNTY-  IN/WABASH
 LA1693  COUNTRY     -  US
 LA1693  USGS QUAD   -  ROANN (2019)
 LA1693
 LA1693                         *CURRENT SURVEY CONTROL
 LA1693  ______________________________________________________________________
 LA1693* NAD 83(1986) POSITION- 40 55 37.     (N) 085 53 23.     (W)   SCALED
 LA1693* NAVD 88 ORTHO HEIGHT -   226.440 (meters)      742.91  (feet) ADJUSTED
 LA1693  ______________________________________________________________________
 LA1693  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 LA1693  DYNAMIC HEIGHT  -        226.335 (meters)      742.57  (feet) COMP
 LA1693  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 LA1693
 LA1693  VERT ORDER      -  SECOND    CLASS 0
 LA1693
 LA1693.The horizontal coordinates were scaled from a map and have
 LA1693.an estimated accuracy of +/- 6 seconds.
 LA1693
 LA1693.The orthometric height was determined by differential leveling and
 LA1693.adjusted by the NATIONAL GEODETIC SURVEY
 LA1693.in June 1991.
 LA1693
 LA1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1693.GEOID18 height accuracy estimate available here.
 LA1693
 LA1693.Click photographs - Photos may exist for this station.
 LA1693
 LA1693.The dynamic height is computed by dividing the NAVD 88
 LA1693.geopotential number by the normal gravity value computed on the
 LA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1693.degrees latitude (g = 980.6199 gals.).
 LA1693
 LA1693.The modeled gravity was interpolated from observed gravity values.
 LA1693
 LA1693;                    North         East    Units  Estimated Accuracy
 LA1693;SPC IN E     -   630,470.       81,210.      MT  (+/- 180 meters Scaled)
 LA1693
 LA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL934312(NAD 83)
 LA1693
 LA1693                          SUPERSEDED SURVEY CONTROL
 LA1693
 LA1693  NGVD 29 (??/??/92)  226.564  (m)          743.32   (f) ADJ UNCH    2 0
 LA1693
 LA1693.Superseded values are not recommended for survey control.
 LA1693
 LA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1693.See file dsdata.pdf to determine how the superseded data were derived.
 LA1693
 LA1693_MARKER: DB = BENCH MARK DISK
 LA1693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1693_SP_SET: CULVERT HEADWALL
 LA1693_STAMPING: G 178 1946
 LA1693_MARK LOGO: CGS
 LA1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1693+STABILITY: SURFACE MOTION
 LA1693
 LA1693  HISTORY     - Date     Condition        Report By
 LA1693  HISTORY     - 1946     MONUMENTED       CGS
 LA1693
 LA1693                          STATION DESCRIPTION
 LA1693
 LA1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1693'10 MI S FROM SILVER LAKE.
 LA1693'ABOUT 10.05 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST
 LA1693'OFFICE AT SILVER LAKE, ABOUT 0.95 MILE NORTH OF THE INTERSECTION
 LA1693'WITH STATE HIGHWAY 16, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF
 LA1693'THE PENNSYLVANIA RAILROAD, 0.1 MILE SOUTH OF AN EAST-WEST CROSS
 LA1693'ROAD, ABOUT 140 YARDS NORTH OF A TWO STORY WHITE HOUSE ON THE
 LA1693'WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 LA1693'WEST CONCRETE HEADWALL OF A 24-INCH CORRUGATED STEEL PIPE
 LA1693'CULVERT, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 LA1693'SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE
 LA1693'HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED FROM THE CROSS ROADS
 LA1693'AT ROANN BY GOING EAST ALONG STATE HIGHWAY 16 TO THE INTERSECTION
 LA1693'OF HIGHWAY 15, THENCE 0.95 MILE NORTH ALONG HIGHWAY 15 TO THE
 LA1693'SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0330 ***********************************************************************
 ME0330  DESIGNATION -  G 179
 ME0330  PID         -  ME0330
 ME0330  STATE/COUNTY-  IN/FULTON
 ME0330  COUNTRY     -  US
 ME0330  USGS QUAD   -  KEWANNA (2019)
 ME0330
 ME0330                         *CURRENT SURVEY CONTROL
 ME0330  ______________________________________________________________________
 ME0330* NAD 83(1986) POSITION- 41 01 48.     (N) 086 24 35.     (W)   SCALED
 ME0330* NAVD 88 ORTHO HEIGHT -   230.111 (meters)      754.96  (feet) ADJUSTED
 ME0330  ______________________________________________________________________
 ME0330  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME0330  DYNAMIC HEIGHT  -        230.013 (meters)      754.63  (feet) COMP
 ME0330  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 ME0330
 ME0330  VERT ORDER      -  SECOND    CLASS 0
 ME0330
 ME0330.The horizontal coordinates were scaled from a map and have
 ME0330.an estimated accuracy of +/- 6 seconds.
 ME0330
 ME0330.The orthometric height was determined by differential leveling and
 ME0330.adjusted by the NATIONAL GEODETIC SURVEY
 ME0330.in June 1991.
 ME0330
 ME0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0330.GEOID18 height accuracy estimate available here.
 ME0330
 ME0330.Click photographs - Photos may exist for this station.
 ME0330
 ME0330.The dynamic height is computed by dividing the NAVD 88
 ME0330.geopotential number by the normal gravity value computed on the
 ME0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0330.degrees latitude (g = 980.6199 gals.).
 ME0330
 ME0330.The modeled gravity was interpolated from observed gravity values.
 ME0330
 ME0330;                    North         East    Units  Estimated Accuracy
 ME0330;SPC IN E     -   642,160.       37,510.      MT  (+/- 180 meters Scaled)
 ME0330
 ME0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL496422(NAD 83)
 ME0330
 ME0330                          SUPERSEDED SURVEY CONTROL
 ME0330
 ME0330  NGVD 29 (??/??/92)  230.235  (m)          755.36   (f) ADJ UNCH    2 0
 ME0330
 ME0330.Superseded values are not recommended for survey control.
 ME0330
 ME0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0330.See file dsdata.pdf to determine how the superseded data were derived.
 ME0330
 ME0330_MARKER: DB = BENCH MARK DISK
 ME0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0330_SP_SET: ABUTMENT
 ME0330_STAMPING: G 179 1946
 ME0330_MARK LOGO: CGS
 ME0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0330
 ME0330  HISTORY     - Date     Condition        Report By
 ME0330  HISTORY     - 1946     MONUMENTED       CGS
 ME0330
 ME0330                          STATION DESCRIPTION
 ME0330
 ME0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0330'1 MI N FROM KEWANNA.
 ME0330'ABOUT 0.95 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0330'STATION AT KEWANNA, SET IN THE TOP OF THE EAST END OF THE SOUTH
 ME0330'CONCRETE ABUTMENT OF BRIDGE NO. 135/60 OVER LITTLE MILL CREEK, 4.5
 ME0330'FEET EAST OF THE EAST RAIL, 1.5 FOOT SOUTHEAST OF THE SOUTH END
 ME0330'OF THE STEEL BRIDGE RAILING, ABOUT 3 INCHES BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1685 ***********************************************************************
 LA1685  DESIGNATION -  G 180 RESET
 LA1685  PID         -  LA1685
 LA1685  STATE/COUNTY-  IN/MIAMI
 LA1685  COUNTRY     -  US
 LA1685  USGS QUAD   -  ROANN (2019)
 LA1685
 LA1685                         *CURRENT SURVEY CONTROL
 LA1685  ______________________________________________________________________
 LA1685* NAD 83(1986) POSITION- 40 54 50.     (N) 085 56 41.     (W)   SCALED
 LA1685* NAVD 88 ORTHO HEIGHT -   219.93  (meters)      721.6   (feet) RESET
 LA1685  ______________________________________________________________________
 LA1685  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 LA1685  VERT ORDER      -  THIRD
 LA1685
 LA1685.The horizontal coordinates were scaled from a map and have
 LA1685.an estimated accuracy of +/- 6 seconds.
 LA1685
 LA1685.The orthometric height was computed from unverified reset data.
 LA1685
 LA1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1685.GEOID18 height accuracy estimate available here.
 LA1685
 LA1685.Click photographs - Photos may exist for this station.
 LA1685
 LA1685;                    North         East    Units  Estimated Accuracy
 LA1685;SPC IN E     -   629,030.       76,580.      MT  (+/- 180 meters Scaled)
 LA1685
 LA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL888297(NAD 83)
 LA1685
 LA1685                          SUPERSEDED SURVEY CONTROL
 LA1685
 LA1685  NGVD 29 (??/??/??)  220.06   (m)          722.0    (f) RESET       3  
 LA1685
 LA1685.Superseded values are not recommended for survey control.
 LA1685
 LA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1685.See file dsdata.pdf to determine how the superseded data were derived.
 LA1685
 LA1685_MARKER: DB = BENCH MARK DISK
 LA1685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1685_SP_SET: BRIDGE
 LA1685_STAMPING: G 180 RESET 1970
 LA1685_MARK LOGO: CGS
 LA1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1685
 LA1685  HISTORY     - Date     Condition        Report By
 LA1685  HISTORY     - 1970     MONUMENTED       INHD
 LA1685
 LA1685                          STATION DESCRIPTION
 LA1685
 LA1685'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1970
 LA1685'1.1 MI W FROM ROANN.
 LA1685'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE CROSSROADS
 LA1685'AT ROANN, AT THE WABASH-MIAMI COUNTY LINE, SET IN THE TOP OF THE
 LA1685'NORTHWEST CONCRETE WING, AT THE NORTH END OF THE NEW BRIDGE, ON
 LA1685'THE NORTH SIDE OF EEL RIVER, 1 FOOT-3 INCHES NORTHWESTERLY FROM
 LA1685'THE SOUTHERLY END OF THE WING, 6 FEET LONG AND 1 FOOT WIDE, SET
 LA1685'ON THE NEAREST 14 INCH IN DIAMETER PILING OF THE END BENT, 15
 LA1685'FEET-8 INCHES AT RIGHT ANGLES TO THE CENTER LINE OF THE NEW
 LA1685'BRIDGE, IN THE SOUTHWESTERLY DIRECTION, AND ABOUT 0.28 FT. BELOW
 LA1685'THE CENTER LINE ELEVATION OF THE NEW BRIDGE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1024 ***********************************************************************
 MD1024  DESIGNATION -  G 182
 MD1024  PID         -  MD1024
 MD1024  STATE/COUNTY-  IN/WABASH
 MD1024  COUNTRY     -  US
 MD1024  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1024
 MD1024                         *CURRENT SURVEY CONTROL
 MD1024  ______________________________________________________________________
 MD1024* NAD 83(1986) POSITION- 41 01 57.     (N) 085 50 01.     (W)   SCALED
 MD1024* NAVD 88 ORTHO HEIGHT -   253.584 (meters)      831.97  (feet) ADJUSTED
 MD1024  ______________________________________________________________________
 MD1024  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 MD1024  DYNAMIC HEIGHT  -        253.470 (meters)      831.59  (feet) COMP
 MD1024  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 MD1024
 MD1024  VERT ORDER      -  FIRST     CLASS II
 MD1024
 MD1024.The horizontal coordinates were scaled from a map and have
 MD1024.an estimated accuracy of +/- 6 seconds.
 MD1024
 MD1024.The orthometric height was determined by differential leveling and
 MD1024.adjusted by the NATIONAL GEODETIC SURVEY
 MD1024.in June 1991.
 MD1024
 MD1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1024.GEOID18 height accuracy estimate available here.
 MD1024
 MD1024.Click photographs - Photos may exist for this station.
 MD1024
 MD1024.The dynamic height is computed by dividing the NAVD 88
 MD1024.geopotential number by the normal gravity value computed on the
 MD1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1024.degrees latitude (g = 980.6199 gals.).
 MD1024
 MD1024.The modeled gravity was interpolated from observed gravity values.
 MD1024
 MD1024;                    North         East    Units  Estimated Accuracy
 MD1024;SPC IN E     -   642,180.       85,960.      MT  (+/- 180 meters Scaled)
 MD1024
 MD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL980430(NAD 83)
 MD1024
 MD1024                          SUPERSEDED SURVEY CONTROL
 MD1024
 MD1024  NGVD 29 (??/??/92)  253.711  (m)          832.38   (f) ADJ UNCH    1 2
 MD1024
 MD1024.Superseded values are not recommended for survey control.
 MD1024
 MD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1024.See file dsdata.pdf to determine how the superseded data were derived.
 MD1024
 MD1024_MARKER: DB = BENCH MARK DISK
 MD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1024_STAMPING: G 182 1946
 MD1024_MARK LOGO: CGS
 MD1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1024+STABILITY: SURFACE MOTION
 MD1024
 MD1024  HISTORY     - Date     Condition        Report By
 MD1024  HISTORY     - 1946     MONUMENTED       CGS
 MD1024
 MD1024                          STATION DESCRIPTION
 MD1024
 MD1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1024'4 MI NW FROM NORTH MANCHESTER.
 MD1024'3.95 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1024'THE STATION AT NORTH MANCHESTER, ABOUT 3.7 MILES SOUTHEAST OF THE
 MD1024'STATION AT SILVER LAKE, ABOUT 233 FEET SOUTH OF THE SOUTHWEST
 MD1024'END OF CULVERT NO. 203, SET AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 MD1024'49 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 77 FEET SOUTHWEST
 MD1024'AND ACROSS THE TRACK FROM POLE NO. 95/11, 29 FEET SOUTHWEST OF
 MD1024'THE SOUTHWEST RAIL, 13 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 MD1024'ABOUT LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A CONCRETE
 MD1024'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0152 ***********************************************************************
 LB0152  DESIGNATION -  G 183
 LB0152  PID         -  LB0152
 LB0152  STATE/COUNTY-  IN/CASS
 LB0152  COUNTRY     -  US
 LB0152  USGS QUAD   -  TWELVE MILE (2019)
 LB0152
 LB0152                         *CURRENT SURVEY CONTROL
 LB0152  ______________________________________________________________________
 LB0152* NAD 83(1986) POSITION- 40 51 59.     (N) 086 14 32.     (W)   SCALED
 LB0152* NAVD 88 ORTHO HEIGHT -   238.879 (meters)      783.72  (feet) ADJUSTED
 LB0152  ______________________________________________________________________
 LB0152  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 LB0152  DYNAMIC HEIGHT  -        238.770 (meters)      783.36  (feet) COMP
 LB0152  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 LB0152
 LB0152  VERT ORDER      -  SECOND    CLASS 0
 LB0152
 LB0152.The horizontal coordinates were scaled from a map and have
 LB0152.an estimated accuracy of +/- 6 seconds.
 LB0152
 LB0152.The orthometric height was determined by differential leveling and
 LB0152.adjusted by the NATIONAL GEODETIC SURVEY
 LB0152.in June 1991.
 LB0152
 LB0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0152.GEOID18 height accuracy estimate available here.
 LB0152
 LB0152.Click photographs - Photos may exist for this station.
 LB0152
 LB0152.The dynamic height is computed by dividing the NAVD 88
 LB0152.geopotential number by the normal gravity value computed on the
 LB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0152.degrees latitude (g = 980.6199 gals.).
 LB0152
 LB0152.The modeled gravity was interpolated from observed gravity values.
 LB0152
 LB0152;                    North         East    Units  Estimated Accuracy
 LB0152;SPC IN E     -   623,880.       51,480.      MT  (+/- 180 meters Scaled)
 LB0152
 LB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638242(NAD 83)
 LB0152
 LB0152                          SUPERSEDED SURVEY CONTROL
 LB0152
 LB0152  NGVD 29 (??/??/92)  238.997  (m)          784.11   (f) ADJ UNCH    2 0
 LB0152
 LB0152.Superseded values are not recommended for survey control.
 LB0152
 LB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0152.See file dsdata.pdf to determine how the superseded data were derived.
 LB0152
 LB0152_MARKER: DB = BENCH MARK DISK
 LB0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0152_STAMPING: G 183 1946
 LB0152_MARK LOGO: CGS
 LB0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0152+STABILITY: SURFACE MOTION
 LB0152
 LB0152  HISTORY     - Date     Condition        Report By
 LB0152  HISTORY     - 1946     MONUMENTED       CGS
 LB0152  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0152
 LB0152                          STATION DESCRIPTION
 LB0152
 LB0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0152'0.9 MI W FROM TWELVE MILE.
 LB0152'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL
 LB0152'AT TWELVE MILE, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 LB0152'OF A NORTH-SOUTH GRAVEL ROAD, 135 FEET EAST-SOUTHEAST OF THE
 LB0152'SOUTH END OF AN 18 INCH CORRUGATED PIPE CULVERT, 21 FEET
 LB0152'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE
 LB0152'CENTER LINE OF THE NORTH-SOUTH ROAD, 12 FEET SOUTHEAST OF
 LB0152'POWER POLE NO. 127/736, ABOUT LEVEL WITH THE INTERSECTION,
 LB0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0152
 LB0152                          STATION RECOVERY (1989)
 LB0152
 LB0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0226 ***********************************************************************
 ME0226  DESIGNATION -  G 184
 ME0226  PID         -  ME0226
 ME0226  STATE/COUNTY-  IN/MARSHALL
 ME0226  COUNTRY     -  US
 ME0226  USGS QUAD   -  BOURBON (2019)
 ME0226
 ME0226                         *CURRENT SURVEY CONTROL
 ME0226  ______________________________________________________________________
 ME0226* NAD 83(1986) POSITION- 41 16 52.     (N) 086 03 44.     (W)   SCALED
 ME0226* NAVD 88 ORTHO HEIGHT -   252.366 (meters)      827.97  (feet) ADJUSTED
 ME0226  ______________________________________________________________________
 ME0226  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 ME0226  DYNAMIC HEIGHT  -        252.261 (meters)      827.63  (feet) COMP
 ME0226  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 ME0226
 ME0226  VERT ORDER      -  FIRST     CLASS I
 ME0226
 ME0226.The horizontal coordinates were scaled from a map and have
 ME0226.an estimated accuracy of +/- 6 seconds.
 ME0226
 ME0226.The orthometric height was determined by differential leveling and
 ME0226.adjusted by the NATIONAL GEODETIC SURVEY
 ME0226.in June 1991.
 ME0226
 ME0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0226.GEOID18 height accuracy estimate available here.
 ME0226
 ME0226.Click photographs - Photos may exist for this station.
 ME0226
 ME0226.The dynamic height is computed by dividing the NAVD 88
 ME0226.geopotential number by the normal gravity value computed on the
 ME0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0226.degrees latitude (g = 980.6199 gals.).
 ME0226
 ME0226.The modeled gravity was interpolated from observed gravity values.
 ME0226
 ME0226;                    North         East    Units  Estimated Accuracy
 ME0226;SPC IN E     -   669,850.       66,860.      MT  (+/- 180 meters Scaled)
 ME0226
 ME0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL785703(NAD 83)
 ME0226
 ME0226                          SUPERSEDED SURVEY CONTROL
 ME0226
 ME0226  NGVD 29 (01/19/93)  252.497  (m)          828.40   (f) ADJUSTED    1 1
 ME0226  NGVD 29 (??/??/92)  252.497  (m)          828.40   (f) SUPERSEDED  1 1
 ME0226
 ME0226.Superseded values are not recommended for survey control.
 ME0226
 ME0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0226.See file dsdata.pdf to determine how the superseded data were derived.
 ME0226
 ME0226_MARKER: DB = BENCH MARK DISK
 ME0226_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0226_SP_SET: FOOTING
 ME0226_STAMPING: G 184 1946
 ME0226_MARK LOGO: CGS
 ME0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0226+STABILITY: SURFACE MOTION
 ME0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0226+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0226
 ME0226  HISTORY     - Date     Condition        Report By
 ME0226  HISTORY     - 1946     MONUMENTED       CGS
 ME0226  HISTORY     - 1968     GOOD             CGS
 ME0226  HISTORY     - 1983     GOOD             USPSQD
 ME0226  HISTORY     - 19920909 GOOD             NGS
 ME0226
 ME0226                          STATION DESCRIPTION
 ME0226
 ME0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0226'0.8 MI NW FROM ETNA GREEN.
 ME0226'ABOUT 0.85 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0226'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, ABOUT 0.1 MILE
 ME0226'NORTHWEST OF MILEPOST 370, SET VERTICALLY IN THE SOUTHWEST
 ME0226'FACE OF A 3 1/2 FOOT SQUARE CONCRETE BASE FOR SEMAPHORE 370.1,
 ME0226'7 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.8 FOOT ABOVE THE LEVEL
 ME0226'OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 28,
 ME0226'T 33 N, R 4 E.
 ME0226
 ME0226                          STATION RECOVERY (1983)
 ME0226
 ME0226'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0226'ABOUT 92 YARDS NORTHWEST OF APPLE ROAD. NOTE- CEMENT SETTING OF MARK
 ME0226'IS ERODING.
 ME0226
 ME0226                          STATION RECOVERY (1992)
 ME0226
 ME0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0226'18.3 KM (11.35 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0226'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, SET
 ME0226'VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE FOOTING FOR AN
 ME0226'ABANDONED RAILROAD SIGNAL, ACROSS THE TRACK FROM AN ELECTRIC CONTROL
 ME0226'BOX, 21.6 M (70.9 FT) SOUTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY
 ME0226'30, 6.1 M (20.0 FT) NORTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW
 ME0226'THE LEVEL OF THE TRACK, AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1306 ***********************************************************************
 LA1306  DESIGNATION -  G 185
 LA1306  PID         -  LA1306
 LA1306  STATE/COUNTY-  IN/MADISON
 LA1306  COUNTRY     -  US
 LA1306  USGS QUAD   -  ALEXANDRIA (2019)
 LA1306
 LA1306                         *CURRENT SURVEY CONTROL
 LA1306  ______________________________________________________________________
 LA1306* NAD 83(1986) POSITION- 40 17 33.     (N) 085 39 47.     (W)   SCALED
 LA1306* NAVD 88 ORTHO HEIGHT -   273.527 (meters)      897.40  (feet) ADJUSTED
 LA1306  ______________________________________________________________________
 LA1306  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1306  DYNAMIC HEIGHT  -        273.385 (meters)      896.93  (feet) COMP
 LA1306  MODELED GRAVITY -    980,098.3   (mgal)                       NAVD 88
 LA1306
 LA1306  VERT ORDER      -  FIRST     CLASS II
 LA1306
 LA1306.The horizontal coordinates were scaled from a map and have
 LA1306.an estimated accuracy of +/- 6 seconds.
 LA1306
 LA1306.The orthometric height was determined by differential leveling and
 LA1306.adjusted by the NATIONAL GEODETIC SURVEY
 LA1306.in June 1991.
 LA1306
 LA1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1306.GEOID18 height accuracy estimate available here.
 LA1306
 LA1306.Click photographs - Photos may exist for this station.
 LA1306
 LA1306.The dynamic height is computed by dividing the NAVD 88
 LA1306.geopotential number by the normal gravity value computed on the
 LA1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1306.degrees latitude (g = 980.6199 gals.).
 LA1306
 LA1306.The modeled gravity was interpolated from observed gravity values.
 LA1306
 LA1306;                    North         East    Units  Estimated Accuracy
 LA1306;SPC IN E     -   560,000.      100,310.      MT  (+/- 180 meters Scaled)
 LA1306
 LA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK136610(NAD 83)
 LA1306
 LA1306                          SUPERSEDED SURVEY CONTROL
 LA1306
 LA1306  NGVD 29 (??/??/92)  273.671  (m)          897.87   (f) ADJ UNCH    1 2
 LA1306
 LA1306.Superseded values are not recommended for survey control.
 LA1306
 LA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1306.See file dsdata.pdf to determine how the superseded data were derived.
 LA1306
 LA1306_MARKER: DB = BENCH MARK DISK
 LA1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1306_STAMPING: G 185 1946
 LA1306_MARK LOGO: CGS
 LA1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1306+STABILITY: SURFACE MOTION
 LA1306
 LA1306  HISTORY     - Date     Condition        Report By
 LA1306  HISTORY     - 1946     MONUMENTED       CGS
 LA1306  HISTORY     - 20110526 MARK NOT FOUND   INDNR
 LA1306
 LA1306                          STATION DESCRIPTION
 LA1306
 LA1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1306'2 MI N FROM ALEXANDRIA.
 LA1306'ABOUT 2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1306'THE STATION AT ALEXANDRIA, ABOUT 2 POLES SOUTH OF POLE 151/20,
 LA1306'SET IN THE NORTHEAST QUARTER OF A GRAVEL ROAD CROSSING, 101
 LA1306'FEET NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF
 LA1306'A TWO STORY FARM HOUSE, 34 FEET EAST OF THE EAST RAIL, 27 FEET
 LA1306'NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET NORTHWEST OF A
 LA1306'FENCE CORNER, 3.5 FEET WEST OF THE FENCE LINE, ABOUT LEVEL WITH
 LA1306'THE CROSSING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1306'6 INCHES.
 LA1306
 LA1306                          STATION RECOVERY (2011)
 LA1306
 LA1306'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1093 ***********************************************************************
 MD1093  DESIGNATION -  G 186
 MD1093  PID         -  MD1093
 MD1093  STATE/COUNTY-  IN/WHITLEY
 MD1093  COUNTRY     -  US
 MD1093  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1093
 MD1093                         *CURRENT SURVEY CONTROL
 MD1093  ______________________________________________________________________
 MD1093* NAD 83(1986) POSITION- 41 04 40.     (N) 085 33 35.     (W)   SCALED
 MD1093* NAVD 88 ORTHO HEIGHT -   253.448 (meters)      831.52  (feet) ADJUSTED
 MD1093  ______________________________________________________________________
 MD1093  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 MD1093  DYNAMIC HEIGHT  -        253.339 (meters)      831.16  (feet) COMP
 MD1093  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 MD1093
 MD1093  VERT ORDER      -  SECOND    CLASS 0
 MD1093
 MD1093.The horizontal coordinates were scaled from a map and have
 MD1093.an estimated accuracy of +/- 6 seconds.
 MD1093
 MD1093.The orthometric height was determined by differential leveling and
 MD1093.adjusted by the NATIONAL GEODETIC SURVEY
 MD1093.in June 1991.
 MD1093
 MD1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1093.GEOID18 height accuracy estimate available here.
 MD1093
 MD1093.Click photographs - Photos may exist for this station.
 MD1093
 MD1093.The dynamic height is computed by dividing the NAVD 88
 MD1093.geopotential number by the normal gravity value computed on the
 MD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1093.degrees latitude (g = 980.6199 gals.).
 MD1093
 MD1093.The modeled gravity was interpolated from observed gravity values.
 MD1093
 MD1093;                    North         East    Units  Estimated Accuracy
 MD1093;SPC IN E     -   647,200.      108,990.      MT  (+/- 180 meters Scaled)
 MD1093
 MD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL209483(NAD 83)
 MD1093
 MD1093                          SUPERSEDED SURVEY CONTROL
 MD1093
 MD1093  NGVD 29 (??/??/92)  253.588  (m)          831.98   (f) ADJ UNCH    2 0
 MD1093
 MD1093.Superseded values are not recommended for survey control.
 MD1093
 MD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1093.See file dsdata.pdf to determine how the superseded data were derived.
 MD1093
 MD1093_MARKER: DB = BENCH MARK DISK
 MD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1093_STAMPING: G 186 1946
 MD1093_MARK LOGO: CGS
 MD1093_PROJECTION: FLUSH
 MD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1093+STABILITY: SURFACE MOTION
 MD1093
 MD1093  HISTORY     - Date     Condition        Report By
 MD1093  HISTORY     - 1946     MONUMENTED       CGS
 MD1093  HISTORY     - 1961     GOOD             CGS
 MD1093
 MD1093                          STATION DESCRIPTION
 MD1093
 MD1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1093'3.8 MI E FROM SOUTH WHITLEY.
 MD1093'ABOUT 3.8 MILES EASTERLY ALONG NO. 14 INDIANA HIGHWAY FROM ITS
 MD1093'JUNCTION WITH NO. 5 INDIANA HWY. AT THE S END OF STATE STREET
 MD1093'IN SOUTH WHITLEY, AT T-INTERSECTION OF HWY. AND NO. 350 W GRAVEL
 MD1093'COUNTY ROAD, 0.15 MILE W OF T-INTERSECTION OF HWY. AND TUNKER
 MD1093'ROAD SOUTH, 64 FEET E OF CENTER LINE OF GRAVEL ROAD, 40 FEET
 MD1093'N OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 2.7 FEET LOWER
 MD1093'THAN SAME, 3 FEET S OF FENCE, 2.5 FEET N OF STEEL WITNESS POST,
 MD1093'AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0774 ***********************************************************************
 LA0774  DESIGNATION -  G 188
 LA0774  PID         -  LA0774
 LA0774  STATE/COUNTY-  IN/HUNTINGTON
 LA0774  COUNTRY     -  US
 LA0774  USGS QUAD   -  HUNTINGTON (2019)
 LA0774
 LA0774                         *CURRENT SURVEY CONTROL
 LA0774  ______________________________________________________________________
 LA0774* NAD 83(1986) POSITION- 40 55 53.     (N) 085 28 16.     (W)   SCALED
 LA0774* NAVD 88 ORTHO HEIGHT -   250.552 (meters)      822.02  (feet) ADJUSTED
 LA0774  ______________________________________________________________________
 LA0774  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 LA0774  DYNAMIC HEIGHT  -        250.437 (meters)      821.64  (feet) COMP
 LA0774  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 LA0774
 LA0774  VERT ORDER      -  SECOND    CLASS 0
 LA0774
 LA0774.The horizontal coordinates were scaled from a map and have
 LA0774.an estimated accuracy of +/- 6 seconds.
 LA0774
 LA0774.The orthometric height was determined by differential leveling and
 LA0774.adjusted by the NATIONAL GEODETIC SURVEY
 LA0774.in June 1991.
 LA0774
 LA0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0774.GEOID18 height accuracy estimate available here.
 LA0774
 LA0774.Click photographs - Photos may exist for this station.
 LA0774
 LA0774.The dynamic height is computed by dividing the NAVD 88
 LA0774.geopotential number by the normal gravity value computed on the
 LA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0774.degrees latitude (g = 980.6199 gals.).
 LA0774
 LA0774.The modeled gravity was interpolated from observed gravity values.
 LA0774
 LA0774;                    North         East    Units  Estimated Accuracy
 LA0774;SPC IN E     -   630,960.      116,470.      MT  (+/- 180 meters Scaled)
 LA0774
 LA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287322(NAD 83)
 LA0774
 LA0774                          SUPERSEDED SURVEY CONTROL
 LA0774
 LA0774  NGVD 29 (??/??/92)  250.693  (m)          822.48   (f) ADJ UNCH    2 0
 LA0774
 LA0774.Superseded values are not recommended for survey control.
 LA0774
 LA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0774.See file dsdata.pdf to determine how the superseded data were derived.
 LA0774
 LA0774_MARKER: DB = BENCH MARK DISK
 LA0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0774_SP_SET: BOX CULVERT HEADWALL
 LA0774_STAMPING: G 188 1946
 LA0774_MARK LOGO: CGS
 LA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0774+STABILITY: SURFACE MOTION
 LA0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0774+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 LA0774
 LA0774  HISTORY     - Date     Condition        Report By
 LA0774  HISTORY     - 1946     MONUMENTED       CGS
 LA0774  HISTORY     - 20070914 GOOD             FOXCON
 LA0774
 LA0774                          STATION DESCRIPTION
 LA0774
 LA0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0774'4.2 MI N FROM HUNTINGTON.
 LA0774'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY
 LA0774'COURT HOUSE AT HUNTINGTON, ABOUT 280 FEET SOUTH OF AN EAST-WEST
 LA0774'CROSS ROAD LEADING WEST TO HUNTINGTON COUNTY AIRPORT, IN THE
 LA0774'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 5-FOOT CONCRETE
 LA0774'BOX CULVERT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0774'1.2 FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT
 LA0774'LEVEL WITH THE HIGHWAY.
 LA0774
 LA0774                          STATION RECOVERY (2007)
 LA0774
 LA0774'RECOVERY NOTE BY FOX CONTRACTORS 2007 (DW)
 LA0774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0762 ***********************************************************************
 LA0762  DESIGNATION -  G 189
 LA0762  PID         -  LA0762
 LA0762  STATE/COUNTY-  IN/WELLS
 LA0762  COUNTRY     -  US
 LA0762  USGS QUAD   -  MARKLE (2019)
 LA0762
 LA0762                         *CURRENT SURVEY CONTROL
 LA0762  ______________________________________________________________________
 LA0762* NAD 83(1986) POSITION- 40 49 48.     (N) 085 15 35.     (W)   SCALED
 LA0762* NAVD 88 ORTHO HEIGHT -   247.041 (meters)      810.50  (feet) ADJUSTED
 LA0762  ______________________________________________________________________
 LA0762  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LA0762  DYNAMIC HEIGHT  -        246.925 (meters)      810.12  (feet) COMP
 LA0762  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 LA0762
 LA0762  VERT ORDER      -  SECOND    CLASS 0
 LA0762
 LA0762.The horizontal coordinates were scaled from a map and have
 LA0762.an estimated accuracy of +/- 6 seconds.
 LA0762
 LA0762.The orthometric height was determined by differential leveling and
 LA0762.adjusted by the NATIONAL GEODETIC SURVEY
 LA0762.in June 1991.
 LA0762
 LA0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0762.GEOID18 height accuracy estimate available here.
 LA0762
 LA0762.Click photographs - Photos may exist for this station.
 LA0762
 LA0762.The dynamic height is computed by dividing the NAVD 88
 LA0762.geopotential number by the normal gravity value computed on the
 LA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0762.degrees latitude (g = 980.6199 gals.).
 LA0762
 LA0762.The modeled gravity was interpolated from observed gravity values.
 LA0762
 LA0762;                    North         East    Units  Estimated Accuracy
 LA0762;SPC IN E     -   619,760.      134,330.      MT  (+/- 180 meters Scaled)
 LA0762
 LA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL467213(NAD 83)
 LA0762
 LA0762                          SUPERSEDED SURVEY CONTROL
 LA0762
 LA0762  NGVD 29 (??/??/92)  247.179  (m)          810.95   (f) ADJ UNCH    2 0
 LA0762
 LA0762.Superseded values are not recommended for survey control.
 LA0762
 LA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0762.See file dsdata.pdf to determine how the superseded data were derived.
 LA0762
 LA0762_MARKER: DB = BENCH MARK DISK
 LA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0762_STAMPING: G 189 1946
 LA0762_MARK LOGO: CGS
 LA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0762+STABILITY: SURFACE MOTION
 LA0762
 LA0762  HISTORY     - Date     Condition        Report By
 LA0762  HISTORY     - 1946     MONUMENTED       CGS
 LA0762
 LA0762                          STATION DESCRIPTION
 LA0762
 LA0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0762'1 MI W FROM UNIONDALE.
 LA0762'ABOUT 1.0 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0762'AT UNIONDALE, AT A GRAVEL ROAD CROSSING, ABOUT 0.3 MILE EAST
 LA0762'OF MILEPOST 114, 31.6 FEET NORTH OF THE NORTH RAIL OF THE WEST
 LA0762'BOUND TRACK, 47 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA0762'27 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD PARALLELING
 LA0762'THE TRACK, 9 FEET NORTHWEST OF A TELEGRAPH POLE, ABOUT 3 FEET
 LA0762'BELOW THE LEVEL OF THE CROSSING AND SET IN THE TOP OF A CONCRETE
 LA0762'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0897 ***********************************************************************
 ME0897  DESIGNATION -  G 19
 ME0897  PID         -  ME0897
 ME0897  STATE/COUNTY-  IN/LA PORTE
 ME0897  COUNTRY     -  US
 ME0897  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0897
 ME0897                         *CURRENT SURVEY CONTROL
 ME0897  ______________________________________________________________________
 ME0897* NAD 83(1986) POSITION- 41 42 11.     (N) 086 50 48.     (W)   SCALED
 ME0897* NAVD 88 ORTHO HEIGHT -   191.926 (meters)      629.68  (feet) ADJUSTED
 ME0897  ______________________________________________________________________
 ME0897  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0897  DYNAMIC HEIGHT  -        191.854 (meters)      629.44  (feet) COMP
 ME0897  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 ME0897
 ME0897  VERT ORDER      -  SECOND    CLASS 0
 ME0897
 ME0897.The horizontal coordinates were scaled from a map and have
 ME0897.an estimated accuracy of +/- 6 seconds.
 ME0897
 ME0897.The orthometric height was determined by differential leveling and
 ME0897.adjusted by the NATIONAL GEODETIC SURVEY
 ME0897.in June 1991.
 ME0897
 ME0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0897.GEOID18 height accuracy estimate available here.
 ME0897
 ME0897.Click photographs - Photos may exist for this station.
 ME0897
 ME0897.The dynamic height is computed by dividing the NAVD 88
 ME0897.geopotential number by the normal gravity value computed on the
 ME0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0897.degrees latitude (g = 980.6199 gals.).
 ME0897
 ME0897.The modeled gravity was interpolated from observed gravity values.
 ME0897
 ME0897;                    North         East    Units  Estimated Accuracy
 ME0897;SPC IN W     -   716,670.      919,700.      MT  (+/- 180 meters Scaled)
 ME0897
 ME0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM127168(NAD 83)
 ME0897
 ME0897                          SUPERSEDED SURVEY CONTROL
 ME0897
 ME0897  NGVD 29 (??/??/92)  192.039  (m)          630.05   (f) ADJ UNCH    2 0
 ME0897
 ME0897.Superseded values are not recommended for survey control.
 ME0897
 ME0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0897.See file dsdata.pdf to determine how the superseded data were derived.
 ME0897
 ME0897_MARKER: DB = BENCH MARK DISK
 ME0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0897_STAMPING: G 19 1934
 ME0897_MARK LOGO: CGS
 ME0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0897+STABILITY: SURFACE MOTION
 ME0897
 ME0897  HISTORY     - Date     Condition        Report By
 ME0897  HISTORY     - 1934     MONUMENTED       CGS
 ME0897
 ME0897                          STATION DESCRIPTION
 ME0897
 ME0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0897'3.1 MI SE FROM MICHIGAN CITY.
 ME0897'3.1 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 ME0897'RAILROAD FROM THE STATION AT MICHIGAN CITY, LA PORTE COUNTY,
 ME0897'AT THE SOUTHEAST EDGE OF THE CITY LIMITS AT TRAIL CREEK, IN THE
 ME0897'NORTHWEST ANGLE OF THE CROSSING OF STATE HIGHWAY 29, 100 YARDS
 ME0897'SOUTHEAST OF THE TRAIL CREEK GARAGE, 7 YARDS NORTHEAST OF THE
 ME0897'CENTERLINE OF THE HIGHWAY, 4 YARDS SOUTHWEST OF THE SOUTHWEST
 ME0897'RAIL, AND 2 YARDS NORTHWEST OF POLE 69.  A STANDARD DISK,
 ME0897'STAMPED G 19 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0897'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0801 ***********************************************************************
 MD0801  DESIGNATION -  G 190
 MD0801  PID         -  MD0801
 MD0801  STATE/COUNTY-  IN/ALLEN
 MD0801  COUNTRY     -  US
 MD0801  USGS QUAD   -  ARCOLA (2019)
 MD0801
 MD0801                         *CURRENT SURVEY CONTROL
 MD0801  ______________________________________________________________________
 MD0801* NAD 83(1986) POSITION- 41 02 45.     (N) 085 20 10.     (W)   SCALED
 MD0801* NAVD 88 ORTHO HEIGHT -   250.871 (meters)      823.07  (feet) ADJUSTED
 MD0801  ______________________________________________________________________
 MD0801  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 MD0801  DYNAMIC HEIGHT  -        250.768 (meters)      822.73  (feet) COMP
 MD0801  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 MD0801
 MD0801  VERT ORDER      -  SECOND    CLASS 0
 MD0801
 MD0801.The horizontal coordinates were scaled from a map and have
 MD0801.an estimated accuracy of +/- 6 seconds.
 MD0801
 MD0801.The orthometric height was determined by differential leveling and
 MD0801.adjusted by the NATIONAL GEODETIC SURVEY
 MD0801.in June 1991.
 MD0801
 MD0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0801.GEOID18 height accuracy estimate available here.
 MD0801
 MD0801.Click photographs - Photos may exist for this station.
 MD0801
 MD0801.The dynamic height is computed by dividing the NAVD 88
 MD0801.geopotential number by the normal gravity value computed on the
 MD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0801.degrees latitude (g = 980.6199 gals.).
 MD0801
 MD0801.The modeled gravity was interpolated from observed gravity values.
 MD0801
 MD0801;                    North         East    Units  Estimated Accuracy
 MD0801;SPC IN E     -   643,700.      127,790.      MT  (+/- 180 meters Scaled)
 MD0801
 MD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL398451(NAD 83)
 MD0801
 MD0801                          SUPERSEDED SURVEY CONTROL
 MD0801
 MD0801  NGVD 29 (??/??/92)  251.023  (m)          823.56   (f) ADJ UNCH    2 0
 MD0801
 MD0801.Superseded values are not recommended for survey control.
 MD0801
 MD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0801.See file dsdata.pdf to determine how the superseded data were derived.
 MD0801
 MD0801_MARKER: DB = BENCH MARK DISK
 MD0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0801_SP_SET: CULVERT WINGWALL
 MD0801_STAMPING: G 190 1946
 MD0801_MARK LOGO: CGS
 MD0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0801+STABILITY: SURFACE MOTION
 MD0801
 MD0801  HISTORY     - Date     Condition        Report By
 MD0801  HISTORY     - 1946     MONUMENTED       CGS
 MD0801  HISTORY     - 1968     GOOD             INHD
 MD0801
 MD0801                          STATION DESCRIPTION
 MD0801
 MD0801'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0801'2.6 MI S FROM DUNFEE.
 MD0801'2.6 MILES SOUTH ALONG THE COUNTY LINE ROAD FROM THE CROSSING OF
 MD0801'THE NEW YORK CENTRAL AND ST. LOUIS R.R. AT DUNFEE, ABOUT 0.1
 MD0801'MILE NORTH OF THE JUNCTION OF WITH A GRAVEL ROAD LEADING EAST,
 MD0801'IN THE TOP OF THE SOUTHEAST WINGWALL OF A CONCRETE 4 FT. TILE
 MD0801'CULVERT, 15 FT. EAST OF THE CENTERLINE OF THE ROAD, 1.3 FT.
 MD0801'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL, AND ABOUT 1 1/2
 MD0801'FT. BELOW THE ROAD LEVEL.  2 FT. NORTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1874 ***********************************************************************
 LA1874  DESIGNATION -  G 191
 LA1874  PID         -  LA1874
 LA1874  STATE/COUNTY-  IN/MIAMI
 LA1874  COUNTRY     -  US
 LA1874  USGS QUAD   -  AMBOY (2019)
 LA1874
 LA1874                         *CURRENT SURVEY CONTROL
 LA1874  ______________________________________________________________________
 LA1874* NAD 83(1986) POSITION- 40 34 42.     (N) 085 59 44.     (W)   SCALED
 LA1874* NAVD 88 ORTHO HEIGHT -   254.447 (meters)      834.80  (feet) ADJUSTED
 LA1874  ______________________________________________________________________
 LA1874  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 LA1874  DYNAMIC HEIGHT  -        254.319 (meters)      834.38  (feet) COMP
 LA1874  MODELED GRAVITY -    980,114.7   (mgal)                       NAVD 88
 LA1874
 LA1874  VERT ORDER      -  SECOND    CLASS 0
 LA1874
 LA1874.The horizontal coordinates were scaled from a map and have
 LA1874.an estimated accuracy of +/- 6 seconds.
 LA1874
 LA1874.The orthometric height was determined by differential leveling and
 LA1874.adjusted by the NATIONAL GEODETIC SURVEY
 LA1874.in June 1991.
 LA1874
 LA1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1874.GEOID18 height accuracy estimate available here.
 LA1874
 LA1874.Click photographs - Photos may exist for this station.
 LA1874
 LA1874.The dynamic height is computed by dividing the NAVD 88
 LA1874.geopotential number by the normal gravity value computed on the
 LA1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1874.degrees latitude (g = 980.6199 gals.).
 LA1874
 LA1874.The modeled gravity was interpolated from observed gravity values.
 LA1874
 LA1874;                    North         East    Units  Estimated Accuracy
 LA1874;SPC IN E     -   591,790.       72,150.      MT  (+/- 180 meters Scaled)
 LA1874
 LA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK850924(NAD 83)
 LA1874
 LA1874                          SUPERSEDED SURVEY CONTROL
 LA1874
 LA1874  NGVD 29 (??/??/92)  254.571  (m)          835.21   (f) ADJ UNCH    2 0
 LA1874
 LA1874.Superseded values are not recommended for survey control.
 LA1874
 LA1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1874.See file dsdata.pdf to determine how the superseded data were derived.
 LA1874
 LA1874_MARKER: DB = BENCH MARK DISK
 LA1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1874_STAMPING: G 191 1946
 LA1874_MARK LOGO: CGS
 LA1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1874+STABILITY: SURFACE MOTION
 LA1874
 LA1874  HISTORY     - Date     Condition        Report By
 LA1874  HISTORY     - 1946     MONUMENTED       CGS
 LA1874
 LA1874                          STATION DESCRIPTION
 LA1874
 LA1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1874'2.6 MI E FROM WAWPECONG.
 LA1874'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 18 FROM THE UNITED
 LA1874'BRETHREN CHURCH AT WAWPECONG, SET IN THE SOUTHEAST QUARTER OF
 LA1874'THE INTERSECTION OF A GRAVEL ROAD, ABOUT 150 YARDS SOUTH AND
 LA1874'ACROSS THE HIGHWAY FROM A TWO STORY WHITE HOUSE ON THE WEST SIDE
 LA1874'OF THE NORTH-SOUTH ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 LA1874'HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 10
 LA1874'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, ABOUT
 LA1874'1.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1874'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1813 ***********************************************************************
 LA1813  DESIGNATION -  G 192 RESET
 LA1813  PID         -  LA1813
 LA1813  STATE/COUNTY-  IN/MIAMI
 LA1813  COUNTRY     -  US
 LA1813  USGS QUAD   -  PEORIA (2019)
 LA1813
 LA1813                         *CURRENT SURVEY CONTROL
 LA1813  ______________________________________________________________________
 LA1813* NAD 83(1986) POSITION- 40 38 59.     (N) 085 59 03.     (W)   SCALED
 LA1813* NAVD 88 ORTHO HEIGHT -   237.98  (meters)      780.8   (feet) RESET
 LA1813  ______________________________________________________________________
 LA1813  GEOID HEIGHT    -        -34.344 (meters)                     GEOID18
 LA1813  VERT ORDER      -  THIRD
 LA1813
 LA1813.The horizontal coordinates were scaled from a map and have
 LA1813.an estimated accuracy of +/- 6 seconds.
 LA1813
 LA1813.The orthometric height was computed from unverified reset data.
 LA1813
 LA1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1813.GEOID18 height accuracy estimate available here.
 LA1813
 LA1813.Click photographs - Photos may exist for this station.
 LA1813
 LA1813;                    North         East    Units  Estimated Accuracy
 LA1813;SPC IN E     -   599,710.       73,150.      MT  (+/- 180 meters Scaled)
 LA1813
 LA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL858003(NAD 83)
 LA1813
 LA1813                          SUPERSEDED SURVEY CONTROL
 LA1813
 LA1813.No superseded survey control is available for this station.
 LA1813
 LA1813_MARKER: DV = VERTICAL CONTROL DISK
 LA1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1813_SP_SET: BRIDGE
 LA1813_STAMPING: G 192 RESET 1973
 LA1813_MARK LOGO: NGS
 LA1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1813
 LA1813  HISTORY     - Date     Condition        Report By
 LA1813  HISTORY     - 1973     MONUMENTED       INHD
 LA1813
 LA1813                          STATION DESCRIPTION
 LA1813
 LA1813'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1973
 LA1813'1.7 MI S FROM NEW SANTA FE.
 LA1813'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE CHESAPEAKE
 LA1813'AND OHIO RAILROAD STATION AT NEW SANTA FE, ABOUT 0.2 MILE SOUTH
 LA1813'OF THE JUNCTION OF STATE HIGHWAY 218, SET IN THE TOP OF THE NORTHEAST
 LA1813'WINGWALL OF THE CONCRETE BRIDGE OVER BIG PIPE CREEK, 3 FEET SOUTH
 LA1813'OF THE END OF THE WINGWALL, 23.8 FEET EAST OF THE CENTER LINE
 LA1813'OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0418 ***********************************************************************
 LB0418  DESIGNATION -  G 193
 LB0418  PID         -  LB0418
 LB0418  STATE/COUNTY-  IN/HOWARD
 LB0418  COUNTRY     -  US
 LB0418  USGS QUAD   -  KOKOMO EAST (2019)
 LB0418
 LB0418                         *CURRENT SURVEY CONTROL
 LB0418  ______________________________________________________________________
 LB0418* NAD 83(1986) POSITION- 40 29 56.     (N) 086 00 46.     (W)   SCALED
 LB0418* NAVD 88 ORTHO HEIGHT -   253.856 (meters)      832.86  (feet) ADJUSTED
 LB0418  ______________________________________________________________________
 LB0418  GEOID HEIGHT    -        -34.409 (meters)                     GEOID18
 LB0418  DYNAMIC HEIGHT  -        253.726 (meters)      832.43  (feet) COMP
 LB0418  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 LB0418
 LB0418  VERT ORDER      -  SECOND    CLASS 0
 LB0418
 LB0418.The horizontal coordinates were scaled from a map and have
 LB0418.an estimated accuracy of +/- 6 seconds.
 LB0418
 LB0418.The orthometric height was determined by differential leveling and
 LB0418.adjusted by the NATIONAL GEODETIC SURVEY
 LB0418.in June 1991.
 LB0418
 LB0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0418.GEOID18 height accuracy estimate available here.
 LB0418
 LB0418.Click photographs - Photos may exist for this station.
 LB0418
 LB0418.The dynamic height is computed by dividing the NAVD 88
 LB0418.geopotential number by the normal gravity value computed on the
 LB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0418.degrees latitude (g = 980.6199 gals.).
 LB0418
 LB0418.The modeled gravity was interpolated from observed gravity values.
 LB0418
 LB0418;                    North         East    Units  Estimated Accuracy
 LB0418;SPC IN E     -   582,970.       70,660.      MT  (+/- 180 meters Scaled)
 LB0418
 LB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK836835(NAD 83)
 LB0418
 LB0418                          SUPERSEDED SURVEY CONTROL
 LB0418
 LB0418  NGVD 29 (??/??/92)  253.980  (m)          833.27   (f) ADJ UNCH    2 0
 LB0418
 LB0418.Superseded values are not recommended for survey control.
 LB0418
 LB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0418.See file dsdata.pdf to determine how the superseded data were derived.
 LB0418
 LB0418_MARKER: DB = BENCH MARK DISK
 LB0418_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB0418_STAMPING: G 193 1946
 LB0418_MARK LOGO: CGS
 LB0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0418
 LB0418  HISTORY     - Date     Condition        Report By
 LB0418  HISTORY     - 1946     MONUMENTED       CGS
 LB0418
 LB0418                          STATION DESCRIPTION
 LB0418
 LB0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0418'2.7 MI W FROM GREENTOWN.
 LB0418'2.7 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0418'FROM THE STATION AT GREENTOWN, ABOUT 2 1/2 POLES EAST OF POLE
 LB0418'NUMBER 174/30, IN THE SOUTHWEST ANGLE OF A GRAVEL ROAD CROSSING,
 LB0418'28 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 18 FEET WEST OF THE
 LB0418'CENTER OF THE GRAVEL ROAD, 10 FEET SOUTH OF THE CROSSING WARNING
 LB0418'SIGNAL POST, SET IN THE TOP OF A 20-INCH CONCRETE FENCE CORNER
 LB0418'POST, ABOUT 5.4 FEET ABOVE THE GROUND AND ABOUT 1.5 FEET ABOVE
 LB0418'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1363 ***********************************************************************
 LA1363  DESIGNATION -  G 195
 LA1363  PID         -  LA1363
 LA1363  STATE/COUNTY-  IN/MADISON
 LA1363  COUNTRY     -  US
 LA1363  USGS QUAD   -  ELWOOD (2019)
 LA1363
 LA1363                         *CURRENT SURVEY CONTROL
 LA1363  ______________________________________________________________________
 LA1363* NAD 83(1986) POSITION- 40 21 51.43   (N) 085 47 10.85   (W)   HD_HELD1
 LA1363* NAVD 88 ORTHO HEIGHT -   267.702 (meters)      878.29  (feet) ADJUSTED
 LA1363  ______________________________________________________________________
 LA1363  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 LA1363  DYNAMIC HEIGHT  -        267.562 (meters)      877.83  (feet) COMP
 LA1363  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 LA1363
 LA1363  VERT ORDER      -  SECOND    CLASS 0
 LA1363
 LA1363.The horizontal coordinates were determined by differentially corrected
 LA1363.hand held GPS observations or other comparable positioning techniques
 LA1363.and have an estimated accuracy of +/- 3 meters.
 LA1363
 LA1363.The orthometric height was determined by differential leveling and
 LA1363.adjusted by the NATIONAL GEODETIC SURVEY
 LA1363.in June 1991.
 LA1363
 LA1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1363.GEOID18 height accuracy estimate available here.
 LA1363
 LA1363.Click photographs - Photos may exist for this station.
 LA1363
 LA1363.The dynamic height is computed by dividing the NAVD 88
 LA1363.geopotential number by the normal gravity value computed on the
 LA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1363.degrees latitude (g = 980.6199 gals.).
 LA1363
 LA1363.The modeled gravity was interpolated from observed gravity values.
 LA1363
 LA1363;                    North         East    Units  Estimated Accuracy
 LA1363;SPC IN E     -   567,972.8      89,834.9     MT  (+/- 3 meters HH1 GPS) 
 LA1363
 LA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0304568897(NAD 83)
 LA1363
 LA1363                          SUPERSEDED SURVEY CONTROL
 LA1363
 LA1363  NGVD 29 (??/??/92)  267.833  (m)          878.72   (f) ADJ UNCH    2 0
 LA1363
 LA1363.Superseded values are not recommended for survey control.
 LA1363
 LA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1363.See file dsdata.pdf to determine how the superseded data were derived.
 LA1363
 LA1363_MARKER: DB = BENCH MARK DISK
 LA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1363_STAMPING: G 195 1946
 LA1363_MARK LOGO: CGS
 LA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1363+STABILITY: SURFACE MOTION
 LA1363
 LA1363  HISTORY     - Date     Condition        Report By
 LA1363  HISTORY     - 1946     MONUMENTED       CGS
 LA1363
 LA1363                          STATION DESCRIPTION
 LA1363
 LA1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1363'1 MI S FROM RIGDON.
 LA1363'ABOUT 0.95 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE METHODIST
 LA1363'CHURCH AT RIGDON, AT AN EAST-WEST GRAVEL CROSS ROAD, 80 FEET
 LA1363'WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE
 LA1363'CENTER LINE OF THE CROSS ROAD, 14 FEET SOUTHEAST OF A 6 INCH
 LA1363'CONCRETE FILLED IRON PIPE FENCE CORNER POST, 14 FEET SOUTHEAST
 LA1363'OF POWER POLE MA 3 85, 1.3 FEET NORTHEAST OF THE FENCE LINE,
 LA1363'ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1363'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0905 ***********************************************************************
 MD0905  DESIGNATION -  G 196 RESET
 MD0905  PID         -  MD0905
 MD0905  STATE/COUNTY-  IN/WHITLEY
 MD0905  COUNTRY     -  US
 MD0905  USGS QUAD   -  MERRIAM (2019)
 MD0905
 MD0905                         *CURRENT SURVEY CONTROL
 MD0905  ______________________________________________________________________
 MD0905* NAD 83(1986) POSITION- 41 15 48.     (N) 085 27 45.     (W)   SCALED
 MD0905* NAVD 88 ORTHO HEIGHT -   288.02  (meters)      944.9   (feet) RESET
 MD0905  ______________________________________________________________________
 MD0905  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 MD0905  VERT ORDER      -  THIRD
 MD0905
 MD0905.The horizontal coordinates were scaled from a map and have
 MD0905.an estimated accuracy of +/- 6 seconds.
 MD0905
 MD0905.The orthometric height was computed from unverified reset data.
 MD0905
 MD0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0905.GEOID18 height accuracy estimate available here.
 MD0905
 MD0905.Click photographs - Photos may exist for this station.
 MD0905
 MD0905;                    North         East    Units  Estimated Accuracy
 MD0905;SPC IN E     -   667,820.      117,110.      MT  (+/- 180 meters Scaled)
 MD0905
 MD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287691(NAD 83)
 MD0905
 MD0905                          SUPERSEDED SURVEY CONTROL
 MD0905
 MD0905  NGVD 29 (??/??/??)  288.17   (m)          945.4    (f) RESET       3  
 MD0905
 MD0905.Superseded values are not recommended for survey control.
 MD0905
 MD0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0905.See file dsdata.pdf to determine how the superseded data were derived.
 MD0905
 MD0905_MARKER: DB = BENCH MARK DISK
 MD0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0905_STAMPING: G 196 RESET 1966
 MD0905_MARK LOGO: CGS
 MD0905_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0905+STABILITY: SURFACE MOTION
 MD0905
 MD0905  HISTORY     - Date     Condition        Report By
 MD0905  HISTORY     - 1966     MONUMENTED       CGS
 MD0905  HISTORY     - 1969     GOOD             INHD
 MD0905
 MD0905                          STATION DESCRIPTION
 MD0905
 MD0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0905'2.2 MI SW FROM MERRIAM.
 MD0905'2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0905'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 0.15 MILE SOUTH OF THE
 MD0905'NOBLE-WHITLEY COUNTY LINE, AT THE JUNCTION OF A GRAVELED DRIVEWAY
 MD0905'LEADING EAST, 85 FEET EAST OF THE CENTER OF STATE HIGHWAY 9, 12
 MD0905'FEET SOUTH OF THE CENTER OF THE GRAVELED DRIVEWAY, 3.5 FEET WEST
 MD0905'OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, 1
 MD0905'FOOT NORTH OF A FENCE AND CORNER POST, AND IS SET IN THE TOP OF
 MD0905'A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MD0905
 MD0905                          STATION RECOVERY (1969)
 MD0905
 MD0905'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0841 ***********************************************************************
 MD0841  DESIGNATION -  G 197
 MD0841  PID         -  MD0841
 MD0841  STATE/COUNTY-  IN/WHITLEY
 MD0841  COUNTRY     -  US
 MD0841  USGS QUAD   -  CHURUBUSCO (2019)
 MD0841
 MD0841                         *CURRENT SURVEY CONTROL
 MD0841  ______________________________________________________________________
 MD0841* NAD 83(1986) POSITION- 41 11 10.     (N) 085 19 10.     (W)   SCALED
 MD0841* NAVD 88 ORTHO HEIGHT -   252.511 (meters)      828.45  (feet) ADJUSTED
 MD0841  ______________________________________________________________________
 MD0841  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 MD0841  DYNAMIC HEIGHT  -        252.416 (meters)      828.13  (feet) COMP
 MD0841  MODELED GRAVITY -    980,242.8   (mgal)                       NAVD 88
 MD0841
 MD0841  VERT ORDER      -  SECOND    CLASS 0
 MD0841
 MD0841.The horizontal coordinates were scaled from a map and have
 MD0841.an estimated accuracy of +/- 6 seconds.
 MD0841
 MD0841.The orthometric height was determined by differential leveling and
 MD0841.adjusted by the NATIONAL GEODETIC SURVEY
 MD0841.in June 1991.
 MD0841
 MD0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0841.GEOID18 height accuracy estimate available here.
 MD0841
 MD0841.Click photographs - Photos may exist for this station.
 MD0841
 MD0841.The dynamic height is computed by dividing the NAVD 88
 MD0841.geopotential number by the normal gravity value computed on the
 MD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0841.degrees latitude (g = 980.6199 gals.).
 MD0841
 MD0841.The modeled gravity was interpolated from observed gravity values.
 MD0841
 MD0841;                    North         East    Units  Estimated Accuracy
 MD0841;SPC IN E     -   659,280.      129,130.      MT  (+/- 180 meters Scaled)
 MD0841
 MD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL409607(NAD 83)
 MD0841
 MD0841                          SUPERSEDED SURVEY CONTROL
 MD0841
 MD0841  NGVD 29 (??/??/92)  252.668  (m)          828.96   (f) ADJ UNCH    2 0
 MD0841
 MD0841.Superseded values are not recommended for survey control.
 MD0841
 MD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0841.See file dsdata.pdf to determine how the superseded data were derived.
 MD0841
 MD0841_MARKER: DB = BENCH MARK DISK
 MD0841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0841_SP_SET: CULVERT HEADWALL
 MD0841_STAMPING: G 197 1946
 MD0841_MARK LOGO: CGS
 MD0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0841+STABILITY: SURFACE MOTION
 MD0841
 MD0841  HISTORY     - Date     Condition        Report By
 MD0841  HISTORY     - 1946     MONUMENTED       CGS
 MD0841  HISTORY     - 1962     GOOD             CGS
 MD0841
 MD0841                          STATION DESCRIPTION
 MD0841
 MD0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0841'3.8 MI SW FROM CHURUBUSCO.
 MD0841'ABOUT 1.8 MILES SOUTHERLY ALONG NO. 33 U.S. HWY. FROM ITS
 MD0841'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY
 MD0841'AND MAIN STREETS IN CHURUBUSCO, THENCE 1.4 MILES S ALONG COUNTY
 MD0841'LINE ROAD, THENCE 0.65 MILE W ALONG NO. 150 N COUNTY ROAD TO
 MD0841'MARK ON THE RIGHT, ON THE INSIDE OF A SHARP CURVE, 18 FEET NNW
 MD0841'OF CENTER LINE OF ROAD, 2-1/2 FEET LOWER THAN SAME, 43 FEET N
 MD0841'OF PROJECTED CENTER LINE OF THE ROAD TANGENT FROM THE W, 1.3 FEET
 MD0841'ENE OF WSW END OF 14-FOOT CONCRETE HEADWALL OF AN EXTENSION OF
 MD0841'30-INCH IRON PIPE TO AN OLD STONE MASONRY ARCH CULVERT, AND SET
 MD0841'IN A DRILL HOLE IN TOP OF SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0933 ***********************************************************************
 MD0933  DESIGNATION -  G 198
 MD0933  PID         -  MD0933
 MD0933  STATE/COUNTY-  IN/DE KALB
 MD0933  COUNTRY     -  US
 MD0933  USGS QUAD   -  AUBURN (2019)
 MD0933
 MD0933                         *CURRENT SURVEY CONTROL
 MD0933  ______________________________________________________________________
 MD0933* NAD 83(1986) POSITION- 41 20 36.     (N) 085 01 19.     (W)   SCALED
 MD0933* NAVD 88 ORTHO HEIGHT -   267.320 (meters)      877.03  (feet) ADJUSTED
 MD0933  ______________________________________________________________________
 MD0933  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 MD0933  DYNAMIC HEIGHT  -        267.212 (meters)      876.68  (feet) COMP
 MD0933  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 MD0933
 MD0933  VERT ORDER      -  SECOND    CLASS 0
 MD0933
 MD0933.The horizontal coordinates were scaled from a map and have
 MD0933.an estimated accuracy of +/- 6 seconds.
 MD0933
 MD0933.The orthometric height was determined by differential leveling and
 MD0933.adjusted by the NATIONAL GEODETIC SURVEY
 MD0933.in June 1991.
 MD0933
 MD0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0933.GEOID18 height accuracy estimate available here.
 MD0933
 MD0933.Click photographs - Photos may exist for this station.
 MD0933
 MD0933.The dynamic height is computed by dividing the NAVD 88
 MD0933.geopotential number by the normal gravity value computed on the
 MD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0933.degrees latitude (g = 980.6199 gals.).
 MD0933
 MD0933.The modeled gravity was interpolated from observed gravity values.
 MD0933
 MD0933;                    North         East    Units  Estimated Accuracy
 MD0933;SPC IN E     -   676,890.      153,960.      MT  (+/- 180 meters Scaled)
 MD0933
 MD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL654787(NAD 83)
 MD0933
 MD0933                          SUPERSEDED SURVEY CONTROL
 MD0933
 MD0933  NGVD 29 (??/??/92)  267.463  (m)          877.50   (f) ADJ UNCH    2 0
 MD0933
 MD0933.Superseded values are not recommended for survey control.
 MD0933
 MD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0933.See file dsdata.pdf to determine how the superseded data were derived.
 MD0933
 MD0933_MARKER: DB = BENCH MARK DISK
 MD0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0933_STAMPING: G 198 1946
 MD0933_MARK LOGO: CGS
 MD0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0933+STABILITY: SURFACE MOTION
 MD0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0933+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2011
 MD0933
 MD0933  HISTORY     - Date     Condition        Report By
 MD0933  HISTORY     - 1946     MONUMENTED       CGS
 MD0933  HISTORY     - 1968     GOOD             INHD
 MD0933  HISTORY     - 20061116 GOOD             INDIV
 MD0933  HISTORY     - 20110713 GOOD             JCLS
 MD0933
 MD0933                          STATION DESCRIPTION
 MD0933
 MD0933'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0933'U.JL FROM AUBURN.
 MD0933'ABOUT 0.4 MILE SOUTH ALONG CEDAR ST. FROM THE SOUTHEAST CORNER
 MD0933'OF THE COURT HOUSE IN AUBURN, THENCE 2.3 MILES SOUTHEAST ALONG
 MD0933'18 ST. AND ITS EXTENSION OR CO. RD. 31-A NORTH-SOUTH CROSS ROAD
 MD0933'AND THE MARK, ABOUT 105 YDS. NORTH OF GRADE CROSSING OF THE
 MD0933'B. AND O. R.R. 99 FT. NORTH OF THE INTERSECTION OF CENTERLINE
 MD0933'OF THE ROADS, 21 FT. WEST OF THE CENTERLINE OF CO. RD. 35, LEVEL
 MD0933'WITH SAME, 5.5 FT. NORTH OF A TELEPHONE POLE, 1.7 FT. SOUTH OF A
 MD0933'STEEL WITNESS POST, AND PROJECTING 0.3 FT. ABOVE THE GROUND.
 MD0933
 MD0933                          STATION RECOVERY (2006)
 MD0933
 MD0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0933'UTILITY POLE 5.5 FEET SOUTH OF MARK IS GONE.
 MD0933
 MD0933                          STATION RECOVERY (2011)
 MD0933
 MD0933'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 MD0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0357 ***********************************************************************
 MD0357  DESIGNATION -  G 199
 MD0357  PID         -  MD0357
 MD0357  STATE/COUNTY-  IN/ALLEN
 MD0357  COUNTRY     -  US
 MD0357  USGS QUAD   -  SAINT JOE (2019)
 MD0357
 MD0357                         *CURRENT SURVEY CONTROL
 MD0357  ______________________________________________________________________
 MD0357* NAD 83(1986) POSITION- 41 15 49.     (N) 084 56 47.     (W)   SCALED
 MD0357* NAVD 88 ORTHO HEIGHT -   240.343 (meters)      788.53  (feet) ADJUSTED
 MD0357  ______________________________________________________________________
 MD0357  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 MD0357  DYNAMIC HEIGHT  -        240.246 (meters)      788.21  (feet) COMP
 MD0357  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 MD0357
 MD0357  VERT ORDER      -  SECOND    CLASS 0
 MD0357
 MD0357.The horizontal coordinates were scaled from a map and have
 MD0357.an estimated accuracy of +/- 6 seconds.
 MD0357
 MD0357.The orthometric height was determined by differential leveling and
 MD0357.adjusted by the NATIONAL GEODETIC SURVEY
 MD0357.in June 1991.
 MD0357
 MD0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0357.GEOID18 height accuracy estimate available here.
 MD0357
 MD0357.Click photographs - Photos may exist for this station.
 MD0357
 MD0357.The dynamic height is computed by dividing the NAVD 88
 MD0357.geopotential number by the normal gravity value computed on the
 MD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0357.degrees latitude (g = 980.6199 gals.).
 MD0357
 MD0357.The modeled gravity was interpolated from observed gravity values.
 MD0357
 MD0357;                    North         East    Units  Estimated Accuracy
 MD0357;SPC IN E     -   668,080.      160,360.      MT  (+/- 180 meters Scaled)
 MD0357
 MD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL720700(NAD 83)
 MD0357
 MD0357                          SUPERSEDED SURVEY CONTROL
 MD0357
 MD0357  NGVD 29 (??/??/92)  240.491  (m)          789.01   (f) ADJ UNCH    2 0
 MD0357
 MD0357.Superseded values are not recommended for survey control.
 MD0357
 MD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0357.See file dsdata.pdf to determine how the superseded data were derived.
 MD0357
 MD0357_MARKER: DB = BENCH MARK DISK
 MD0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0357_SP_SET: CULVERT HEADWALL
 MD0357_STAMPING: G 199 1946
 MD0357_MARK LOGO: CGS
 MD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0357+STABILITY: SURFACE MOTION
 MD0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0357+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2014
 MD0357
 MD0357  HISTORY     - Date     Condition        Report By
 MD0357  HISTORY     - 1946     MONUMENTED       CGS
 MD0357  HISTORY     - 1962     GOOD             CGS
 MD0357  HISTORY     - 20140604 GOOD             FOXCON
 MD0357
 MD0357                          STATION DESCRIPTION
 MD0357
 MD0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0357'1.8 MI SW FROM SPENCERVILLE.
 MD0357'ABOUT 1.8 MILE SOUTHWESTERLY ALONG NO. 1 INDIANA HWY. FROM THE MAIN
 MD0357'CORNER IN SPENCERVILLE, ABOUT 0.4 MILE SW OF THE INTERSECTION OF HWY.
 MD0357'AND COUNTY LINE ROAD, ABOUT 0.25 MILE SW OF THE CROSSING OF THE
 MD0357'WABASH RAILWAY, 1.2 FEET SW OF NE END OF 5.5-FOOT NW CONCRETE
 MD0357'HEADWALL OF 14-INCH PIPE CULVERT, 25.5 FEET NW OF CENTER LINE OF
 MD0357'20-FOOT HWY. PAVEMENT, AND 2.0 FEET LOWER THAN SAME.
 MD0357
 MD0357                          STATION RECOVERY (2014)
 MD0357
 MD0357'RECOVERY NOTE BY FOX CONTRACTORS 2014 (DB)
 MD0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1358 ***********************************************************************
 LA1358  DESIGNATION -  G 2 MAD INHD
 LA1358  PID         -  LA1358
 LA1358  STATE/COUNTY-  IN/MADISON
 LA1358  COUNTRY     -  US
 LA1358  USGS QUAD   -  ELWOOD (2019)
 LA1358
 LA1358                         *CURRENT SURVEY CONTROL
 LA1358  ______________________________________________________________________
 LA1358* NAD 83(1986) POSITION- 40 18 13.     (N) 085 47 08.     (W)   SCALED
 LA1358* NAVD 88 ORTHO HEIGHT -   264.206 (meters)      866.82  (feet) ADJUSTED
 LA1358  ______________________________________________________________________
 LA1358  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 LA1358  DYNAMIC HEIGHT  -        264.067 (meters)      866.36  (feet) COMP
 LA1358  MODELED GRAVITY -    980,092.8   (mgal)                       NAVD 88
 LA1358
 LA1358  VERT ORDER      -  SECOND    CLASS 0
 LA1358
 LA1358.The horizontal coordinates were scaled from a map and have
 LA1358.an estimated accuracy of +/- 6 seconds.
 LA1358
 LA1358.The orthometric height was determined by differential leveling and
 LA1358.adjusted by the NATIONAL GEODETIC SURVEY
 LA1358.in June 1991.
 LA1358
 LA1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1358.GEOID18 height accuracy estimate available here.
 LA1358
 LA1358.Click photographs - Photos may exist for this station.
 LA1358
 LA1358.The dynamic height is computed by dividing the NAVD 88
 LA1358.geopotential number by the normal gravity value computed on the
 LA1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1358.degrees latitude (g = 980.6199 gals.).
 LA1358
 LA1358.The modeled gravity was interpolated from observed gravity values.
 LA1358
 LA1358;                    North         East    Units  Estimated Accuracy
 LA1358;SPC IN E     -   561,240.       89,890.      MT  (+/- 180 meters Scaled)
 LA1358
 LA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK032621(NAD 83)
 LA1358
 LA1358                          SUPERSEDED SURVEY CONTROL
 LA1358
 LA1358  NGVD 29 (??/??/92)  264.339  (m)          867.25   (f) ADJ UNCH    2 0
 LA1358
 LA1358.Superseded values are not recommended for survey control.
 LA1358
 LA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1358.See file dsdata.pdf to determine how the superseded data were derived.
 LA1358
 LA1358_MARKER: DD = SURVEY DISK
 LA1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1358_SP_SET: CULVERT
 LA1358_STAMPING: MAD G2
 LA1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1358
 LA1358  HISTORY     - Date     Condition        Report By
 LA1358  HISTORY     - UNK      MONUMENTED       INHD
 LA1358  HISTORY     - 1946     GOOD             CGS
 LA1358
 LA1358                          STATION DESCRIPTION
 LA1358
 LA1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1358'4 MI NE FROM ELWOOD.
 LA1358'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1358'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 2.45 MILES NORTHEAST
 LA1358'ALONG STATE HIGHWAY 37, ABOUT 0.2 MILE SOUTH OF A GRAVEL ROAD
 LA1358'CROSSING, SET IN THE TOP OF THE WEST END OF THE SOUTHEAST WING
 LA1358'WALL OF A 20 FOOT CONCRETE CULVERT OVER A DITCH, 168 FEET NORTH
 LA1358'OF THE CENTER LINE OF A DRIVE LEADING TO THE DELBERT COCHRAN
 LA1358'FARM, 24 FEET EAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF
 LA1358'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0112 ***********************************************************************
 ME0112  DESIGNATION -  G 20
 ME0112  PID         -  ME0112
 ME0112  STATE/COUNTY-  IN/ST JOSEPH
 ME0112  COUNTRY     -  US
 ME0112  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME0112
 ME0112                         *CURRENT SURVEY CONTROL
 ME0112  ______________________________________________________________________
 ME0112* NAD 83(1986) POSITION- 41 39 51.95   (N) 086 14 28.47   (W)   HD_HELD1
 ME0112* NAVD 88 ORTHO HEIGHT -   224.905 (meters)      737.88  (feet) ADJUSTED
 ME0112  ______________________________________________________________________
 ME0112  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME0112  DYNAMIC HEIGHT  -        224.818 (meters)      737.59  (feet) COMP
 ME0112  MODELED GRAVITY -    980,229.6   (mgal)                       NAVD 88
 ME0112
 ME0112  VERT ORDER      -  SECOND    CLASS 0
 ME0112
 ME0112.The horizontal coordinates were determined by differentially corrected
 ME0112.hand held GPS observations or other comparable positioning techniques
 ME0112.and have an estimated accuracy of +/- 3 meters.
 ME0112
 ME0112.The orthometric height was determined by differential leveling and
 ME0112.adjusted by the NATIONAL GEODETIC SURVEY
 ME0112.in June 1991.
 ME0112
 ME0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0112.GEOID18 height accuracy estimate available here.
 ME0112
 ME0112.Click photographs - Photos may exist for this station.
 ME0112
 ME0112.The dynamic height is computed by dividing the NAVD 88
 ME0112.geopotential number by the normal gravity value computed on the
 ME0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0112.degrees latitude (g = 980.6199 gals.).
 ME0112
 ME0112.The modeled gravity was interpolated from observed gravity values.
 ME0112
 ME0112;                    North         East    Units  Estimated Accuracy
 ME0112;SPC IN E     -   712,507.1      52,148.2     MT  (+/- 3 meters HH1 GPS) 
 ME0112
 ME0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6316712797(NAD 83)
 ME0112
 ME0112                          SUPERSEDED SURVEY CONTROL
 ME0112
 ME0112  NGVD 29 (??/??/92)  225.022  (m)          738.26   (f) ADJ UNCH    2 0
 ME0112
 ME0112.Superseded values are not recommended for survey control.
 ME0112
 ME0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0112.See file dsdata.pdf to determine how the superseded data were derived.
 ME0112
 ME0112_MARKER: DB = BENCH MARK DISK
 ME0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0112_SP_SET: FOUNDATION
 ME0112_STAMPING: G 20 1934
 ME0112_MARK LOGO: CGS
 ME0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0112+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2021
 ME0112
 ME0112  HISTORY     - Date     Condition        Report By
 ME0112  HISTORY     - 1934     MONUMENTED       CGS
 ME0112  HISTORY     - 1946     GOOD             CGS
 ME0112  HISTORY     - 20160615 GOOD             LFA
 ME0112  HISTORY     - 20211012 GOOD             LFA
 ME0112
 ME0112                          STATION DESCRIPTION
 ME0112
 ME0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0112'0.8 MI E FROM SOUTH BEND.
 ME0112'AT SOUTH BEND, ABOUT 0.8 MILE EAST ALONG THE NEW YORK CENTRAL
 ME0112'RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE WEST OF THE
 ME0112'JUNCTION WITH THE GRAND TRUNK WESTERN RAILROAD, AT THE FIRST
 ME0112'SEMAPHORE WEST OF THE BRIDGE OVER MARIETTA STREET, IN THE TOP
 ME0112'OF THE SOUTHWEST CORNER OF THE FOUNDATION, 25 FEET WEST OF THE
 ME0112'WEST END OF THE BRIDGE, 6.5 FEET NORTH OF THE NORTHERNMOST
 ME0112'RAIL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 ME0112
 ME0112                          STATION RECOVERY (2016)
 ME0112
 ME0112'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 ME0112'RECOVERED IN GOOD CONDITION.
 ME0112
 ME0112                          STATION RECOVERY (2021)
 ME0112
 ME0112'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0484 ***********************************************************************
 MD0484  DESIGNATION -  G 201
 MD0484  PID         -  MD0484
 MD0484  STATE/COUNTY-  IN/ALLEN
 MD0484  COUNTRY     -  US
 MD0484  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0484
 MD0484                         *CURRENT SURVEY CONTROL
 MD0484  ______________________________________________________________________
 MD0484* NAD 83(1986) POSITION- 41 14 26.0    (N) 084 51 56.6    (W)   HD_HELD2
 MD0484* NAVD 88 ORTHO HEIGHT -   244.191 (meters)      801.15  (feet) ADJUSTED
 MD0484  ______________________________________________________________________
 MD0484  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 MD0484  DYNAMIC HEIGHT  -        244.094 (meters)      800.83  (feet) COMP
 MD0484  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 MD0484
 MD0484  VERT ORDER      -  SECOND    CLASS 0
 MD0484
 MD0484.The horizontal coordinates were established by autonomous hand held GPS
 MD0484.observations and have an estimated accuracy of +/- 10 meters.
 MD0484
 MD0484.The orthometric height was determined by differential leveling and
 MD0484.adjusted by the NATIONAL GEODETIC SURVEY
 MD0484.in June 1991.
 MD0484
 MD0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0484.GEOID18 height accuracy estimate available here.
 MD0484
 MD0484.Click photographs - Photos may exist for this station.
 MD0484
 MD0484.The dynamic height is computed by dividing the NAVD 88
 MD0484.geopotential number by the normal gravity value computed on the
 MD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0484.degrees latitude (g = 980.6199 gals.).
 MD0484
 MD0484.The modeled gravity was interpolated from observed gravity values.
 MD0484
 MD0484;                    North         East    Units  Estimated Accuracy
 MD0484;SPC IN E     -   665,582.      167,140.      MT  (+/- 10 meters HH2 GPS)
 MD0484
 MD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7884767658(NAD 83)
 MD0484
 MD0484                          SUPERSEDED SURVEY CONTROL
 MD0484
 MD0484  NGVD 29 (??/??/92)  244.342  (m)          801.65   (f) ADJ UNCH    2 0
 MD0484
 MD0484.Superseded values are not recommended for survey control.
 MD0484
 MD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0484.See file dsdata.pdf to determine how the superseded data were derived.
 MD0484
 MD0484_MARKER: DB = BENCH MARK DISK
 MD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0484_STAMPING: G 201 1946
 MD0484_MARK LOGO: CGS
 MD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0484+STABILITY: SURFACE MOTION
 MD0484
 MD0484  HISTORY     - Date     Condition        Report By
 MD0484  HISTORY     - 1946     MONUMENTED       CGS
 MD0484  HISTORY     - 1962     GOOD             CGS
 MD0484  HISTORY     - 1969     GOOD             INHD
 MD0484
 MD0484                          STATION DESCRIPTION
 MD0484
 MD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0484'4.4 MI NE FROM HARLAN.
 MD0484'ABOUT 3.9 MILES NE ALONG NO. 37 INDIANA HWY. FROM ITS OBLIQUE
 MD0484'INTERSECTION WITH ANTWERP ROAD IN CENTER OF HARLAN, THENCE 0.5
 MD0484'MILE N ALONG NO. 101 INDIANA HWY. TO ITS CROSS INTERSECTION
 MD0484'WITH HURSHTOWN ROAD, 41 FEET E OF CENTER LINE OF HWY., 0.5 FOOT
 MD0484'LOWER THAN SAME, 30 FEET S OF CENTER LINE OF THE GRAVEL ROAD,
 MD0484'11.5 FEET SE OF E END OF STONE MASONRY HEADWALL OF PIPE CULVERT
 MD0484'UNDER HURSHTOWN ROAD, 1.7 FEET N OF STEEL WITNESS POST, AND
 MD0484'PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0484
 MD0484                          STATION RECOVERY (1969)
 MD0484
 MD0484'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1752 ***********************************************************************
 LA1752  DESIGNATION -  G 202
 LA1752  PID         -  LA1752
 LA1752  STATE/COUNTY-  IN/HUNTINGTON
 LA1752  COUNTRY     -  US
 LA1752  USGS QUAD   -  ANDREWS (2019)
 LA1752
 LA1752                         *CURRENT SURVEY CONTROL
 LA1752  ______________________________________________________________________
 LA1752* NAD 83(1986) POSITION- 40 49 45.     (N) 085 30 29.     (W)   SCALED
 LA1752* NAVD 88 ORTHO HEIGHT -   247.354 (meters)      811.53  (feet) ADJUSTED
 LA1752  ______________________________________________________________________
 LA1752  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 LA1752  DYNAMIC HEIGHT  -        247.236 (meters)      811.14  (feet) COMP
 LA1752  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 LA1752
 LA1752  VERT ORDER      -  SECOND    CLASS 0
 LA1752
 LA1752.The horizontal coordinates were scaled from a map and have
 LA1752.an estimated accuracy of +/- 6 seconds.
 LA1752
 LA1752.The orthometric height was determined by differential leveling and
 LA1752.adjusted by the NATIONAL GEODETIC SURVEY
 LA1752.in June 1991.
 LA1752
 LA1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1752.GEOID18 height accuracy estimate available here.
 LA1752
 LA1752.Click photographs - Photos may exist for this station.
 LA1752
 LA1752.The dynamic height is computed by dividing the NAVD 88
 LA1752.geopotential number by the normal gravity value computed on the
 LA1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1752.degrees latitude (g = 980.6199 gals.).
 LA1752
 LA1752.The modeled gravity was interpolated from observed gravity values.
 LA1752
 LA1752;                    North         East    Units  Estimated Accuracy
 LA1752;SPC IN E     -   619,600.      113,380.      MT  (+/- 180 meters Scaled)
 LA1752
 LA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258208(NAD 83)
 LA1752
 LA1752                          SUPERSEDED SURVEY CONTROL
 LA1752
 LA1752  NGVD 29 (??/??/92)  247.488  (m)          811.97   (f) ADJ UNCH    2 0
 LA1752
 LA1752.Superseded values are not recommended for survey control.
 LA1752
 LA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1752.See file dsdata.pdf to determine how the superseded data were derived.
 LA1752
 LA1752_MARKER: DB = BENCH MARK DISK
 LA1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1752_STAMPING: G 202 1946
 LA1752_MARK LOGO: CGS
 LA1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1752+STABILITY: SURFACE MOTION
 LA1752
 LA1752  HISTORY     - Date     Condition        Report By
 LA1752  HISTORY     - 1946     MONUMENTED       CGS
 LA1752  HISTORY     - 1965     GOOD             CGS
 LA1752  HISTORY     - 1980     GOOD             LOCSUR
 LA1752
 LA1752                          STATION DESCRIPTION
 LA1752
 LA1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1752'4.2 MI S FROM HUNTINGTON.
 LA1752'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAYS 9 AND 37 FROM THE COURT
 LA1752'HOUSE AT HUNTINGTON, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE
 LA1752'HIGHWAY 221, SET AT AN EAST-WEST CROSSROAD, 73 FEET NORTH OF THE
 LA1752'CENTER LINE OF THE CROSS ROAD, 44 FEET EAST OF THE CENTER LINE
 LA1752'OF THE HIGHWAY, 57.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST
 LA1752'OF THE FENCE LINE, 6.5 FEET NORTH OF TELEPHONE POLE NO. 60,
 LA1752'1.5 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1752'POST PROJECTING 2 IN.
 LA1752
 LA1752                          STATION RECOVERY (1965)
 LA1752
 LA1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1752'RECOVERED IN GOOD CONDITION.
 LA1752
 LA1752                          STATION RECOVERY (1980)
 LA1752
 LA1752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LA1752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1510 ***********************************************************************
 LA1510  DESIGNATION -  G 203
 LA1510  PID         -  LA1510
 LA1510  STATE/COUNTY-  IN/GRANT
 LA1510  COUNTRY     -  US
 LA1510  USGS QUAD   -  GAS CITY (2019)
 LA1510
 LA1510                         *CURRENT SURVEY CONTROL
 LA1510  ______________________________________________________________________
 LA1510* NAD 83(1986) POSITION- 40 28 55.     (N) 085 30 08.     (W)   SCALED
 LA1510* NAVD 88 ORTHO HEIGHT -   273.440 (meters)      897.11  (feet) ADJUSTED
 LA1510  ______________________________________________________________________
 LA1510  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 LA1510  DYNAMIC HEIGHT  -        273.301 (meters)      896.66  (feet) COMP
 LA1510  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LA1510
 LA1510  VERT ORDER      -  SECOND    CLASS 0
 LA1510
 LA1510.The horizontal coordinates were scaled from a map and have
 LA1510.an estimated accuracy of +/- 6 seconds.
 LA1510
 LA1510.The orthometric height was determined by differential leveling and
 LA1510.adjusted by the NATIONAL GEODETIC SURVEY
 LA1510.in June 1991.
 LA1510
 LA1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1510.GEOID18 height accuracy estimate available here.
 LA1510
 LA1510.Click photographs - Photos may exist for this station.
 LA1510
 LA1510.The dynamic height is computed by dividing the NAVD 88
 LA1510.geopotential number by the normal gravity value computed on the
 LA1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1510.degrees latitude (g = 980.6199 gals.).
 LA1510
 LA1510.The modeled gravity was interpolated from observed gravity values.
 LA1510
 LA1510;                    North         East    Units  Estimated Accuracy
 LA1510;SPC IN E     -   581,040.      113,940.      MT  (+/- 180 meters Scaled)
 LA1510
 LA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269823(NAD 83)
 LA1510
 LA1510                          SUPERSEDED SURVEY CONTROL
 LA1510
 LA1510  NGVD 29 (??/??/92)  273.569  (m)          897.53   (f) ADJ UNCH    2 0
 LA1510
 LA1510.Superseded values are not recommended for survey control.
 LA1510
 LA1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1510.See file dsdata.pdf to determine how the superseded data were derived.
 LA1510
 LA1510_MARKER: DB = BENCH MARK DISK
 LA1510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1510_SP_SET: CULVERT HEADWALL
 LA1510_STAMPING: G 203 1946
 LA1510_MARK LOGO: CGS
 LA1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1510+STABILITY: SURFACE MOTION
 LA1510
 LA1510  HISTORY     - Date     Condition        Report By
 LA1510  HISTORY     - 1946     MONUMENTED       CGS
 LA1510
 LA1510                          STATION DESCRIPTION
 LA1510
 LA1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1510'1 MI NW FROM UPLAND.
 LA1510'ABOUT 0.95 MILE NORTHWEST ALONG STATE HIGHWAY 221 FROM THE
 LA1510'PENNSYLVANIA RAILROAD STATION AT UPLAND, 0.15 MILE NORTH OF THE
 LA1510'JUNCTION OF HIGHWAY 22, SET IN THE TOP OF THE SOUTH END OF THE
 LA1510'6.5 FOOT WEST CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT,
 LA1510'30 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1510'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1380 ***********************************************************************
 LA1380  CBN         -  This is a Cooperative Base Network Control Station.
 LA1380  DESIGNATION -  G 204
 LA1380  PID         -  LA1380
 LA1380  STATE/COUNTY-  IN/GRANT
 LA1380  COUNTRY     -  US
 LA1380  USGS QUAD   -  POINT ISABEL (2019)
 LA1380
 LA1380                         *CURRENT SURVEY CONTROL
 LA1380  ______________________________________________________________________
 LA1380* NAD 83(2011) POSITION- 40 28 43.49567(N) 085 49 29.63111(W)   ADJUSTED
 LA1380* NAD 83(2011) ELLIP HT-   229.048 (meters)        (06/27/12)   ADJUSTED
 LA1380* NAD 83(2011) EPOCH   -  2010.00
 LA1380* NAVD 88 ORTHO HEIGHT -   263.412 (meters)      864.21  (feet) ADJUSTED
 LA1380  ______________________________________________________________________
 LA1380  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 LA1380  NAD 83(2011) X  -    353,725.211 (meters)                     COMP
 LA1380  NAD 83(2011) Y  - -4,845,648.003 (meters)                     COMP
 LA1380  NAD 83(2011) Z  -  4,118,713.874 (meters)                     COMP
 LA1380  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 LA1380  DYNAMIC HEIGHT  -        263.276 (meters)      863.76  (feet) COMP
 LA1380  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 LA1380
 LA1380  VERT ORDER      -  SECOND    CLASS 0
 LA1380
 LA1380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1380  Standards:
 LA1380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1380  -------------------------------------------------------------------
 LA1380  NETWORK    0.53   1.29           0.25   0.17   0.66     -0.03065767
 LA1380  -------------------------------------------------------------------
 LA1380  Click here for local accuracies and other accuracy information.
 LA1380
 LA1380.The horizontal coordinates were established by GPS observations
 LA1380.and adjusted by the National Geodetic Survey in June 2012.
 LA1380
 LA1380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1380.been affixed to the stable North American tectonic plate. See 
 LA1380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1380
 LA1380.The horizontal coordinates are valid at the epoch date displayed above
 LA1380.which is a decimal equivalence of Year/Month/Day.
 LA1380
 LA1380.The orthometric height was determined by differential leveling and
 LA1380.adjusted by the NATIONAL GEODETIC SURVEY
 LA1380.in June 1991.
 LA1380
 LA1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1380.GEOID18 height accuracy estimate available here.
 LA1380
 LA1380.Click photographs - Photos may exist for this station.
 LA1380
 LA1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1380
 LA1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1380
 LA1380.The ellipsoidal height was determined by GPS observations
 LA1380.and is referenced to NAD 83.
 LA1380
 LA1380.The dynamic height is computed by dividing the NAVD 88
 LA1380.geopotential number by the normal gravity value computed on the
 LA1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1380.degrees latitude (g = 980.6199 gals.).
 LA1380
 LA1380.The modeled gravity was interpolated from observed gravity values.
 LA1380
 LA1380. The following values were computed from the NAD 83(2011) position.
 LA1380
 LA1380;                    North         East     Units Scale Factor Converg.
 LA1380;SPC IN E     -   580,687.793    86,583.337   MT  0.99996888   -0 06 09.8
 LA1380;SPC IN E     - 1,905,139.87    284,065.50   sFT  0.99996888   -0 06 09.8
 LA1380;UTM  16      - 4,481,558.967   599,603.490   MT  0.99972212   +0 45 46.4
 LA1380
 LA1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1380!SPC IN E     -   0.99996407  x   0.99996888  =   0.99993295
 LA1380!UTM  16      -   0.99996407  x   0.99972212  =   0.99968620
 LA1380
 LA1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9960381558(NAD 83)
 LA1380
 LA1380                          SUPERSEDED SURVEY CONTROL
 LA1380
 LA1380  NAD 83(2007)-  40 28 43.49572(N)    085 49 29.63193(W) AD(2002.00) 0
 LA1380  ELLIP H (02/10/07)  229.069  (m)                       GP(2002.00)    
 LA1380  NAD 83(1997)-  40 28 43.49578(N)    085 49 29.63159(W) AD(       ) B
 LA1380  ELLIP H (04/10/98)  229.105  (m)                       GP(       ) 4 1
 LA1380  NAVD 88             263.41   (m)          864.2    (f) LEVELING    3  
 LA1380  NGVD 29 (??/??/92)  263.539  (m)          864.63   (f) ADJ UNCH    2 0
 LA1380
 LA1380.Superseded values are not recommended for survey control.
 LA1380
 LA1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1380.See file dsdata.pdf to determine how the superseded data were derived.
 LA1380
 LA1380_MARKER: DB = BENCH MARK DISK
 LA1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1380_STAMPING: G 204 1946
 LA1380_MARK LOGO: CGS
 LA1380_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1380+STABILITY: SURFACE MOTION
 LA1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1380+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 LA1380
 LA1380  HISTORY     - Date     Condition        Report By
 LA1380  HISTORY     - 1946     MONUMENTED       CGS
 LA1380  HISTORY     - 19970520 GOOD             NGS
 LA1380  HISTORY     - 19980726 GOOD             WOOLPT
 LA1380  HISTORY     - 20090531 GOOD             INDIV
 LA1380  HISTORY     - 20090806 GOOD             WOOLPT
 LA1380  HISTORY     - 20110706 GOOD             INDIV
 LA1380  HISTORY     - 20120619 GOOD             WOOLPT
 LA1380  HISTORY     - 20170222 GOOD             INDOT
 LA1380
 LA1380                          STATION DESCRIPTION
 LA1380
 LA1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1380'2 MI S FROM SWAYZEE.
 LA1380'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1380'AT SWAYZEE, ABOUT 1.0 MILE NORTH OF THE CROSSROADS AT NORMAL,
 LA1380'AT THE INTERSECTION OF U.S. HIGHWAY 35 AND STATE HIGHWAY 22,
 LA1380'142 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 35, 40 FEET
 LA1380'EAST OF THE CENTER LINE OF HIGHWAY 13, 13 FEET SOUTH OF A POWER
 LA1380'POLE WITH A TRANSFORMER, 7.2 FEET SOUTH OF A RIGHT-OF-WAY MARKER,
 LA1380'6.5 FEET SOUTH OF A FENCE CORNER, ABOUT 1 FOOT BELOW THE
 LA1380'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1380'6 INCHES.
 LA1380
 LA1380                          STATION RECOVERY (1997)
 LA1380
 LA1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LA1380'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) EAST OF KOKOMO, 14.5
 LA1380'KM (9.00 MI) SOUTHWEST OF MARION, 3.2 KM (2.00 MI) SOUTH OF SWAYZEE,
 LA1380'NEAR AND SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 LA1380'HIGHWAYS 13 AND 22, ALONG THE EAST SIDE OF HIGHWAY 13.
 LA1380'OWNERSHIP--STATE OF INDIANA.  STATION IS 43.6 M (143.0 FT) SOUTH OF
 LA1380'THE HIGHWAY 35 CENTERLINE, 11.8 M (38.7 FT) EAST OF THE HIGHWAY 13
 LA1380'CENTER, 3.6 M (11.8 FT) SOUTH OF A UTILITY POLE WITH 1 GUY WIRE, 2.05
 LA1380'M (6.73 FT) SOUTH OF A CONCRETE STATE RIGHT-OF-WAY MARKER, 1.65 M
 LA1380'(5.41 FT) SOUTH-SOUTHEAST OF A GREEN UNDERGROUND CABLE JUNCTION BOX
 LA1380'NUMBER 5000 ABOUT 3-FOOT HIGH, ABOUT 0.3 M (1.0 FT) BELOW THE HIGHWAY
 LA1380'13 LEVEL AND FLUSH WITH GROUND.
 LA1380
 LA1380                          STATION RECOVERY (1998)
 LA1380
 LA1380'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 LA1380'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (EJR).
 LA1380
 LA1380                          STATION RECOVERY (2009)
 LA1380
 LA1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 LA1380'RECIVERED AS DESCRIBED
 LA1380
 LA1380                          STATION RECOVERY (2009)
 LA1380
 LA1380'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 LA1380'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LA1380
 LA1380                          STATION RECOVERY (2011)
 LA1380
 LA1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1380'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LA1380
 LA1380                          STATION RECOVERY (2012)
 LA1380
 LA1380'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 LA1380'THERE IS NO TRANSFORMER ON THE POWER POLE FROM A PREVIOUS DESCRIPTION.
 LA1380'
 LA1380
 LA1380                          STATION RECOVERY (2017)
 LA1380
 LA1380'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LA1380'RECOVERED AS DESCRIBED.  HOWEVER, THE CONCRETE MONUMENT APPEARS TO BE
 LA1380'DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1398 ***********************************************************************
 LA1398  DESIGNATION -  G 205
 LA1398  PID         -  LA1398
 LA1398  STATE/COUNTY-  IN/TIPTON
 LA1398  COUNTRY     -  US
 LA1398  USGS QUAD   -  OMEGA (2019)
 LA1398
 LA1398                         *CURRENT SURVEY CONTROL
 LA1398  ______________________________________________________________________
 LA1398* NAD 83(1986) POSITION- 40 13 08.     (N) 085 58 35.     (W)   SCALED
 LA1398* NAVD 88 ORTHO HEIGHT -   259.998 (meters)      853.01  (feet) ADJUSTED
 LA1398  ______________________________________________________________________
 LA1398  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LA1398  DYNAMIC HEIGHT  -        259.859 (meters)      852.55  (feet) COMP
 LA1398  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 LA1398
 LA1398  VERT ORDER      -  SECOND    CLASS 0
 LA1398
 LA1398.The horizontal coordinates were scaled from a map and have
 LA1398.an estimated accuracy of +/- 6 seconds.
 LA1398
 LA1398.The orthometric height was determined by differential leveling and
 LA1398.adjusted by the NATIONAL GEODETIC SURVEY
 LA1398.in June 1991.
 LA1398
 LA1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1398.GEOID18 height accuracy estimate available here.
 LA1398
 LA1398.Click photographs - Photos may exist for this station.
 LA1398
 LA1398.The dynamic height is computed by dividing the NAVD 88
 LA1398.geopotential number by the normal gravity value computed on the
 LA1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1398.degrees latitude (g = 980.6199 gals.).
 LA1398
 LA1398.The modeled gravity was interpolated from observed gravity values.
 LA1398
 LA1398;                    North         East    Units  Estimated Accuracy
 LA1398;SPC IN E     -   551,870.       73,640.      MT  (+/- 180 meters Scaled)
 LA1398
 LA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870525(NAD 83)
 LA1398
 LA1398                          SUPERSEDED SURVEY CONTROL
 LA1398
 LA1398  NGVD 29 (??/??/92)  260.123  (m)          853.42   (f) ADJ UNCH    2 0
 LA1398
 LA1398.Superseded values are not recommended for survey control.
 LA1398
 LA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1398.See file dsdata.pdf to determine how the superseded data were derived.
 LA1398
 LA1398_MARKER: DB = BENCH MARK DISK
 LA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1398_STAMPING: G 205 1946
 LA1398_MARK LOGO: CGS
 LA1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1398+STABILITY: SURFACE MOTION
 LA1398
 LA1398  HISTORY     - Date     Condition        Report By
 LA1398  HISTORY     - 1946     MONUMENTED       CGS
 LA1398  HISTORY     - 20221101 MARK NOT FOUND   IN-057
 LA1398
 LA1398                          STATION DESCRIPTION
 LA1398
 LA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1398'6 MI SW FROM HOBBS.
 LA1398'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1398'AT HOBBS, THENCE ABOUT 4.45 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1398'AT THE TIPTON-HAMILTON COUNTY LINE CROSSROAD AND A CORRECTION
 LA1398'JOG IN THE NORTH-SOUTH ROAD, 288 FEET NORTH OF THE CENTER LINE
 LA1398'OF THE ROAD LEADING EAST, 31.5 FEET EAST AND ACROSS THE ROAD NORTH
 LA1398'FROM A T FENCE CORNER POST IN THE WEST RIGHT-OF-WAY FENCE, 15
 LA1398'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 1 FOOT WEST
 LA1398'OF A WIRE FENCE, ABOUT 1 FOOT BELOW THE ROAD, AND SET IN THE
 LA1398'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1398
 LA1398                          STATION RECOVERY (2022)
 LA1398
 LA1398'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0289 ***********************************************************************
 ME0289  DESIGNATION -  G 206
 ME0289  PID         -  ME0289
 ME0289  STATE/COUNTY-  IN/MARSHALL
 ME0289  COUNTRY     -  US
 ME0289  USGS QUAD   -  DONALDSON (2019)
 ME0289
 ME0289                         *CURRENT SURVEY CONTROL
 ME0289  ______________________________________________________________________
 ME0289* NAD 83(1986) POSITION- 41 21 31.     (N) 086 25 59.     (W)   SCALED
 ME0289* NAVD 88 ORTHO HEIGHT -   242.571 (meters)      795.84  (feet) ADJUSTED
 ME0289  ______________________________________________________________________
 ME0289  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 ME0289  DYNAMIC HEIGHT  -        242.471 (meters)      795.51  (feet) COMP
 ME0289  MODELED GRAVITY -    980,208.2   (mgal)                       NAVD 88
 ME0289
 ME0289  VERT ORDER      -  FIRST     CLASS I
 ME0289
 ME0289.The horizontal coordinates were scaled from a map and have
 ME0289.an estimated accuracy of +/- 6 seconds.
 ME0289
 ME0289.The orthometric height was determined by differential leveling and
 ME0289.adjusted by the NATIONAL GEODETIC SURVEY
 ME0289.in June 1991.
 ME0289
 ME0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0289.GEOID18 height accuracy estimate available here.
 ME0289
 ME0289.Click photographs - Photos may exist for this station.
 ME0289
 ME0289.The dynamic height is computed by dividing the NAVD 88
 ME0289.geopotential number by the normal gravity value computed on the
 ME0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0289.degrees latitude (g = 980.6199 gals.).
 ME0289
 ME0289.The modeled gravity was interpolated from observed gravity values.
 ME0289
 ME0289;                    North         East    Units  Estimated Accuracy
 ME0289;SPC IN E     -   678,670.       35,870.      MT  (+/- 180 meters Scaled)
 ME0289
 ME0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL474787(NAD 83)
 ME0289
 ME0289                          SUPERSEDED SURVEY CONTROL
 ME0289
 ME0289  NGVD 29 (01/19/93)  242.684  (m)          796.21   (f) ADJUSTED    1 1
 ME0289  NGVD 29 (??/??/92)  242.684  (m)          796.21   (f) SUPERSEDED  1 1
 ME0289
 ME0289.Superseded values are not recommended for survey control.
 ME0289
 ME0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0289.See file dsdata.pdf to determine how the superseded data were derived.
 ME0289
 ME0289_MARKER: DB = BENCH MARK DISK
 ME0289_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0289_SP_SET: FOOTING
 ME0289_STAMPING: G 206 1946
 ME0289_MARK LOGO: CGS
 ME0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0289+STABILITY: SURFACE MOTION
 ME0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0289+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0289
 ME0289  HISTORY     - Date     Condition        Report By
 ME0289  HISTORY     - 1946     MONUMENTED       CGS
 ME0289  HISTORY     - 1968     GOOD             CGS
 ME0289  HISTORY     - 1984     GOOD             USPSQD
 ME0289  HISTORY     - 1988     GOOD             USPSQD
 ME0289  HISTORY     - 19920907 GOOD             NGS
 ME0289
 ME0289                          STATION DESCRIPTION
 ME0289
 ME0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0289'0.6 MI E FROM DONALDSON.
 ME0289'ABOUT 0.6 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0289'CROSSING OF UNION ROAD AT DONALDSON, ABOUT 0.2 MILE WEST OF
 ME0289'MILEPOST 390, ABOUT 0.2 MILE WEST OF THE CROSSING OF TULIP ROAD,
 ME0289'SET VERTICALLY IN THE NORTH FACE OF A 3 1/2 FOOT SQUARE CONCRETE
 ME0289'BASE FOR SEMAPHORE 3902, 7.4 FEET SOUTH OF THE SOUTH RAIL OF
 ME0289'THE EASTBOUND TRACK, 1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND 2
 ME0289'FEET BELOW THE LEVEL OF THE TRACK.  SEC 32, T 34N, R 1 E.
 ME0289
 ME0289                          STATION RECOVERY (1984)
 ME0289
 ME0289'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0289'RECOVERED IN GOOD CONDITION.
 ME0289
 ME0289                          STATION RECOVERY (1988)
 ME0289
 ME0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNC)
 ME0289'RECOVERED IN GOOD CONDITION.
 ME0289
 ME0289                          STATION RECOVERY (1992)
 ME0289
 ME0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0289'10.8 KM (6.70 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0289'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, SET VERTICALLY NEAR THE
 ME0289'CENTER OF THE NORTH FACE OF THE CONCRETE FOOTING FOR AN ABANDONED
 ME0289'RAILROAD SIGNAL, 0.3 KM (0.20 MI) WEST OF THE INTERSECTION OF TULIP
 ME0289'ROAD, 3.6 M (11.8 FT) NORTH OF A SIGNAL CONTROL BOX, 2.2 M (7.2 FT)
 ME0289'SOUTH OF THE NEAR RAIL, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK,
 ME0289'AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0521 ***********************************************************************
 LB0521  DESIGNATION -  G 207
 LB0521  PID         -  LB0521
 LB0521  STATE/COUNTY-  IN/TIPTON
 LB0521  COUNTRY     -  US
 LB0521  USGS QUAD   -  KEMPTON (2019)
 LB0521
 LB0521                         *CURRENT SURVEY CONTROL
 LB0521  ______________________________________________________________________
 LB0521* NAD 83(1986) POSITION- 40 16 31.     (N) 086 08 54.     (W)   SCALED
 LB0521* NAVD 88 ORTHO HEIGHT -   276.632 (meters)      907.58  (feet) ADJUSTED
 LB0521  ______________________________________________________________________
 LB0521  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 LB0521  DYNAMIC HEIGHT  -        276.481 (meters)      907.09  (feet) COMP
 LB0521  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 LB0521
 LB0521  VERT ORDER      -  SECOND    CLASS 0
 LB0521
 LB0521.The horizontal coordinates were scaled from a map and have
 LB0521.an estimated accuracy of +/- 6 seconds.
 LB0521
 LB0521.The orthometric height was determined by differential leveling and
 LB0521.adjusted by the NATIONAL GEODETIC SURVEY
 LB0521.in June 1991.
 LB0521
 LB0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0521.GEOID18 height accuracy estimate available here.
 LB0521
 LB0521.Click photographs - Photos may exist for this station.
 LB0521
 LB0521.The dynamic height is computed by dividing the NAVD 88
 LB0521.geopotential number by the normal gravity value computed on the
 LB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0521.degrees latitude (g = 980.6199 gals.).
 LB0521
 LB0521.The modeled gravity was interpolated from observed gravity values.
 LB0521
 LB0521;                    North         East    Units  Estimated Accuracy
 LB0521;SPC IN E     -   558,190.       59,040.      MT  (+/- 180 meters Scaled)
 LB0521
 LB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK724586(NAD 83)
 LB0521
 LB0521                          SUPERSEDED SURVEY CONTROL
 LB0521
 LB0521  NGVD 29 (??/??/92)  276.745  (m)          907.95   (f) ADJ UNCH    2 0
 LB0521
 LB0521.Superseded values are not recommended for survey control.
 LB0521
 LB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0521.See file dsdata.pdf to determine how the superseded data were derived.
 LB0521
 LB0521_MARKER: DB = BENCH MARK DISK
 LB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0521_STAMPING: G 207 1946
 LB0521_MARK LOGO: CGS
 LB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0521+STABILITY: SURFACE MOTION
 LB0521
 LB0521  HISTORY     - Date     Condition        Report By
 LB0521  HISTORY     - 1946     MONUMENTED       CGS
 LB0521  HISTORY     - 20091201 POOR             INDOT
 LB0521
 LB0521                          STATION DESCRIPTION
 LB0521
 LB0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0521'0.2 MI E FROM TETERSBURG.
 LB0521'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0521'AT TETERSBURG, AT THE EAST CITY LIMITS OF TOWN, 171 FEET EAST
 LB0521'OF THE CITY LIMIT SIGN, 118 FEET SOUTHWEST OF THE SOUTHWEST
 LB0521'CORNER OF A WHITE FARM HOUSE, 56 FEET WEST OF A TELEPHONE POLE AND
 LB0521'IN LINE WITH THE ROW OF POLES, 28 FEET NORTH OF THE CENTER LINE
 LB0521'OF THE HIGHWAY, 4 FEET WEST-SOUTHWEST OF A WOODEN FENCE CORNER
 LB0521'POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 LB0521'CONCRETE POST PROJECTING 6 INCHES.
 LB0521
 LB0521                          STATION RECOVERY (2009)
 LB0521
 LB0521'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (SO)
 LB0521'SURFACE OF TABLET APPEARS TO BE SHEARED OFF. ONLY G IS VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1438 ***********************************************************************
 LA1438  DESIGNATION -  G 209
 LA1438  PID         -  LA1438
 LA1438  STATE/COUNTY-  IN/MADISON
 LA1438  COUNTRY     -  US
 LA1438  USGS QUAD   -  LAPEL (2019)
 LA1438
 LA1438                         *CURRENT SURVEY CONTROL
 LA1438  ______________________________________________________________________
 LA1438* NAD 83(1986) POSITION- 40 04 41.     (N) 085 49 46.     (W)   SCALED
 LA1438* NAVD 88 ORTHO HEIGHT -   262.359 (meters)      860.76  (feet) ADJUSTED
 LA1438  ______________________________________________________________________
 LA1438  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 LA1438  DYNAMIC HEIGHT  -        262.217 (meters)      860.29  (feet) COMP
 LA1438  MODELED GRAVITY -    980,077.0   (mgal)                       NAVD 88
 LA1438
 LA1438  VERT ORDER      -  SECOND    CLASS 0
 LA1438
 LA1438.The horizontal coordinates were scaled from a map and have
 LA1438.an estimated accuracy of +/- 6 seconds.
 LA1438
 LA1438.The orthometric height was determined by differential leveling and
 LA1438.adjusted by the NATIONAL GEODETIC SURVEY
 LA1438.in June 1991.
 LA1438
 LA1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1438.GEOID18 height accuracy estimate available here.
 LA1438
 LA1438.Click photographs - Photos may exist for this station.
 LA1438
 LA1438.The dynamic height is computed by dividing the NAVD 88
 LA1438.geopotential number by the normal gravity value computed on the
 LA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1438.degrees latitude (g = 980.6199 gals.).
 LA1438
 LA1438.The modeled gravity was interpolated from observed gravity values.
 LA1438
 LA1438;                    North         East    Units  Estimated Accuracy
 LA1438;SPC IN E     -   536,200.       86,120.      MT  (+/- 180 meters Scaled)
 LA1438
 LA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998370(NAD 83)
 LA1438
 LA1438                          SUPERSEDED SURVEY CONTROL
 LA1438
 LA1438  NGVD 29 (??/??/92)  262.494  (m)          861.20   (f) ADJ UNCH    2 0
 LA1438
 LA1438.Superseded values are not recommended for survey control.
 LA1438
 LA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1438.See file dsdata.pdf to determine how the superseded data were derived.
 LA1438
 LA1438_MARKER: DB = BENCH MARK DISK
 LA1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1438_STAMPING: G 209 1946
 LA1438_MARK LOGO: CGS
 LA1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1438+STABILITY: SURFACE MOTION
 LA1438
 LA1438  HISTORY     - Date     Condition        Report By
 LA1438  HISTORY     - 1946     MONUMENTED       CGS
 LA1438
 LA1438                          STATION DESCRIPTION
 LA1438
 LA1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1438'1.4 MI NE FROM LAPEL.
 LA1438'ABOUT 1.0 MILE EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1438'STATION AT LAPEL, THENCE ABOUT 0.45 MILE NORTH ALONG A GRAVEL ROAD,
 LA1438'AT THE NORTHWEST CORNER OF THE LAPEL AIRPORT, ABOUT 0.1 MILE NORTH
 LA1438'OF THE ADMINSTRATION BUILDING, 33 FEET NORTHEAST AND ACROSS THE
 LA1438'ROAD FROM POWER POLE 65/621, 16 FEET EAST OF THE CENTER LINE OF
 LA1438'THE ROAD, 2 FEET SOUTH OF A CORNER FENCE POST AND IN LINE WITH
 LA1438'THE FENCE LEADING NORTH, ABOUT 0.5 FOOT ABOVE THE ROAD, AND SET
 LA1438'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- IT WAS
 LA1438'REPORTED IN JULY 1953 THAT THE AIRPORT IS NO LONGER IN OPERATION,
 LA1438'THE LAND HAS BEEN CULTIVATED AND PUT IN FARM USE, AND THE
 LA1438'ADMINISTRATION BUILDING HAS BEEN CONVERTED INTO A DWELLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0758 ***********************************************************************
 MD0758  DESIGNATION -  G 21
 MD0758  PID         -  MD0758
 MD0758  STATE/COUNTY-  IN/NOBLE
 MD0758  COUNTRY     -  US
 MD0758  USGS QUAD   -  KENDALLVILLE (2019)
 MD0758
 MD0758                         *CURRENT SURVEY CONTROL
 MD0758  ______________________________________________________________________
 MD0758* NAD 83(1986) POSITION- 41 26 40.     (N) 085 16 21.     (W)   SCALED
 MD0758* NAVD 88 ORTHO HEIGHT -   296.838 (meters)      973.88  (feet) ADJUSTED
 MD0758  ______________________________________________________________________
 MD0758  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 MD0758  DYNAMIC HEIGHT  -        296.719 (meters)      973.49  (feet) COMP
 MD0758  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 MD0758
 MD0758  VERT ORDER      -  SECOND    CLASS 0
 MD0758
 MD0758.The horizontal coordinates were scaled from a map and have
 MD0758.an estimated accuracy of +/- 6 seconds.
 MD0758
 MD0758.The orthometric height was determined by differential leveling and
 MD0758.adjusted by the NATIONAL GEODETIC SURVEY
 MD0758.in June 1991.
 MD0758
 MD0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0758.GEOID18 height accuracy estimate available here.
 MD0758
 MD0758.Click photographs - Photos may exist for this station.
 MD0758
 MD0758.The dynamic height is computed by dividing the NAVD 88
 MD0758.geopotential number by the normal gravity value computed on the
 MD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0758.degrees latitude (g = 980.6199 gals.).
 MD0758
 MD0758.The modeled gravity was interpolated from observed gravity values.
 MD0758
 MD0758;                    North         East    Units  Estimated Accuracy
 MD0758;SPC IN E     -   687,990.      132,940.      MT  (+/- 180 meters Scaled)
 MD0758
 MD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL443895(NAD 83)
 MD0758
 MD0758                          SUPERSEDED SURVEY CONTROL
 MD0758
 MD0758  NGVD 29 (??/??/92)  296.973  (m)          974.32   (f) ADJ UNCH    2 0
 MD0758
 MD0758.Superseded values are not recommended for survey control.
 MD0758
 MD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0758.See file dsdata.pdf to determine how the superseded data were derived.
 MD0758
 MD0758_MARKER: DB = BENCH MARK DISK
 MD0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0758_SP_SET: FOUNDATION
 MD0758_STAMPING: G 21 1934
 MD0758_MARK LOGO: CGS
 MD0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0758
 MD0758  HISTORY     - Date     Condition        Report By
 MD0758  HISTORY     - 1934     MONUMENTED       CGS
 MD0758  HISTORY     - 1963     GOOD             CGS
 MD0758  HISTORY     - 20191011 MARK NOT FOUND   INDOT
 MD0758
 MD0758                          STATION DESCRIPTION
 MD0758
 MD0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0758'NEAR KENDALLVILLE.
 MD0758'AN ESTIMATED QUARTER-MILE W ALONG NEW YORK CENTRAL RAILROAD FROM
 MD0758'MAIN STREET OR ABOUT 260 YARDS W OF THE INTERSECTION OF THE SAID
 MD0758'AND A BRANCH LINE OF PENNSYLVANIA RAILROAD, ABOUT 99 YARDS W OF
 MD0758'R.R. TRAFFIC LIGHT, 26.2 FEET S OF S RAIL OF MAIN LINE DOUBLE
 MD0758'TRACKS, 1.8 FEET LOWER THAN TOP OF SAME, SET IN A DRILL HOLE IN
 MD0758'TOP OF 3.5-FOOT SQUARE CONCRETE FOUNDATION OF OLD REMOVED
 MD0758'SEMAPHORE R.R. SIGNAL, 0.9 FOOT SE OF NW CORNER OF SAME.
 MD0758
 MD0758                          STATION RECOVERY (2019)
 MD0758
 MD0758'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (CHS)
 MD0758'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0481 ***********************************************************************
 LB0481  DESIGNATION -  G 211
 LB0481  PID         -  LB0481
 LB0481  STATE/COUNTY-  IN/HAMILTON
 LB0481  COUNTRY     -  US
 LB0481  USGS QUAD   -  SHERIDAN (2019)
 LB0481
 LB0481                         *CURRENT SURVEY CONTROL
 LB0481  ______________________________________________________________________
 LB0481* NAD 83(1986) POSITION- 40 09 56.99   (N) 086 14 07.54   (W)   HD_HELD1
 LB0481* NAVD 88 ORTHO HEIGHT -   285.600 (meters)      937.01  (feet) ADJUSTED
 LB0481  ______________________________________________________________________
 LB0481  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 LB0481  DYNAMIC HEIGHT  -        285.442 (meters)      936.49  (feet) COMP
 LB0481  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LB0481
 LB0481  VERT ORDER      -  SECOND    CLASS II
 LB0481
 LB0481.The horizontal coordinates were determined by differentially corrected
 LB0481.hand held GPS observations or other comparable positioning techniques
 LB0481.and have an estimated accuracy of +/- 3 meters.
 LB0481
 LB0481.The orthometric height was determined by differential leveling and
 LB0481.adjusted by the NATIONAL GEODETIC SURVEY
 LB0481.in June 1991.
 LB0481
 LB0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0481.GEOID18 height accuracy estimate available here.
 LB0481
 LB0481.Click photographs - Photos may exist for this station.
 LB0481
 LB0481.The dynamic height is computed by dividing the NAVD 88
 LB0481.geopotential number by the normal gravity value computed on the
 LB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0481.degrees latitude (g = 980.6199 gals.).
 LB0481
 LB0481.The modeled gravity was interpolated from observed gravity values.
 LB0481
 LB0481;                    North         East    Units  Estimated Accuracy
 LB0481;SPC IN E     -   546,085.3      51,550.5     MT  (+/- 3 meters HH1 GPS) 
 LB0481
 LB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6510546443(NAD 83)
 LB0481
 LB0481                          SUPERSEDED SURVEY CONTROL
 LB0481
 LB0481  NGVD 29 (??/??/92)  285.707  (m)          937.36   (f) ADJ UNCH    2 0
 LB0481
 LB0481.Superseded values are not recommended for survey control.
 LB0481
 LB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0481.See file dsdata.pdf to determine how the superseded data were derived.
 LB0481
 LB0481_MARKER: DB = BENCH MARK DISK
 LB0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0481_SP_SET: BOX CULVERT HEADWALL
 LB0481_STAMPING: G 211 1946
 LB0481_MARK LOGO: CGS
 LB0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0481+STABILITY: SURFACE MOTION
 LB0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0481+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 LB0481
 LB0481  HISTORY     - Date     Condition        Report By
 LB0481  HISTORY     - 1946     MONUMENTED       CGS
 LB0481  HISTORY     - 19980318 GOOD             SEC
 LB0481  HISTORY     - 20221010 GOOD             IN-057
 LB0481
 LB0481                          STATION DESCRIPTION
 LB0481
 LB0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0481'2.8 MI NW FROM SHERIDAN.
 LB0481'ABOUT 1 BLOCK WEST OF THE POST OFFICE AT SHERIDAN, THENCE ABOUT
 LB0481'2.15 MILES NORTH ALONG A PAVED COUNTY ROAD, THENCE ABOUT 0.65
 LB0481'MILE WEST ALONG A GRAVEL ROAD, SET IN THE TOP OF THE EAST END OF
 LB0481'THE SOUTH HEAD WALL OF A 10 FOOT CONCRETE BOX CULVERT, 12.5 FEET
 LB0481'SOUTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE GRAVEL
 LB0481'ROAD.  MARK MAY BE REACHED FROM THE CITY HALL AT SHERIDAN BY
 LB0481'GOING ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 38, THENCE
 LB0481'1.2 MILES NORTH ALONG THE BOONE-HAMILTON COUNTY LINE ROAD, THENCE
 LB0481'ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD.
 LB0481
 LB0481                          STATION RECOVERY (1998)
 LB0481
 LB0481'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0481'RECOVERED AS DESCRIBED.
 LB0481
 LB0481                          STATION RECOVERY (2022)
 LB0481
 LB0481'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0481'2.8 MI (4.5 KM) NORTHWEST FROM SHERIDAN.  ABOUT 1 BLOCK WEST OF THE
 LB0481'POST OFFICE AT SHERIDAN, THENCE ABOUT 2.15 MI (3.46 KM) NORTH ALONG
 LB0481'JERKWATER ROAD.  THENCE ABOUT 0.65 MI (1.05 KM) WEST ALONG 261ST ST,
 LB0481'SET IN THE TOP OF THE EAST END OF THE SOUTH WEST HEAD WALL OF A 10 FT
 LB0481'(3.0 M) CONCRETE BOX CULVERT, 12.5 FT (3.8 M) SOUTH OF AND ABOUT 1.8
 LB0481'FT (0.5 M) ABOVE THE CENTERLINE OF THE GRAVEL ROAD.
 LB0481'
 LB0481'MARK MAY BE REACHED FROM THE CITY HALL AT SHERIDAN BY GOING ABOUT 1.8
 LB0481'MI (2.9 KM) NORTHWEST ALONG STATE HIGHWAY 38, THENCE 1.2 MI (1.9 KM)
 LB0481'NORTH ALONG THE BOONE-HAMILTON COUNTY LINE ROAD, THENCE ABOUT 0.3 MI
 LB0481'(0.5 KM) EAST ALONG 261ST ST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0562 ***********************************************************************
 LB0562  DESIGNATION -  G 212
 LB0562  PID         -  LB0562
 LB0562  STATE/COUNTY-  IN/HAMILTON
 LB0562  COUNTRY     -  US
 LB0562  USGS QUAD   -  NOBLESVILLE (2019)
 LB0562
 LB0562                         *CURRENT SURVEY CONTROL
 LB0562  ______________________________________________________________________
 LB0562* NAD 83(1986) POSITION- 40 02 49.     (N) 086 01 02.     (W)   SCALED
 LB0562* NAVD 88 ORTHO HEIGHT -   234.574 (meters)      769.60  (feet) ADJUSTED
 LB0562  ______________________________________________________________________
 LB0562  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LB0562  DYNAMIC HEIGHT  -        234.446 (meters)      769.18  (feet) COMP
 LB0562  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 LB0562
 LB0562  VERT ORDER      -  SECOND    CLASS 0
 LB0562
 LB0562.The horizontal coordinates were scaled from a map and have
 LB0562.an estimated accuracy of +/- 6 seconds.
 LB0562
 LB0562.The orthometric height was determined by differential leveling and
 LB0562.adjusted by the NATIONAL GEODETIC SURVEY
 LB0562.in June 1991.
 LB0562
 LB0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0562.GEOID18 height accuracy estimate available here.
 LB0562
 LB0562.Click photographs - Photos may exist for this station.
 LB0562
 LB0562.The dynamic height is computed by dividing the NAVD 88
 LB0562.geopotential number by the normal gravity value computed on the
 LB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0562.degrees latitude (g = 980.6199 gals.).
 LB0562
 LB0562.The modeled gravity was interpolated from observed gravity values.
 LB0562
 LB0562;                    North         East    Units  Estimated Accuracy
 LB0562;SPC IN E     -   532,790.       70,090.      MT  (+/- 180 meters Scaled)
 LB0562
 LB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838334(NAD 83)
 LB0562
 LB0562                          SUPERSEDED SURVEY CONTROL
 LB0562
 LB0562  NGVD 29 (??/??/92)  234.700  (m)          770.01   (f) ADJ UNCH    2 0
 LB0562
 LB0562.Superseded values are not recommended for survey control.
 LB0562
 LB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0562.See file dsdata.pdf to determine how the superseded data were derived.
 LB0562
 LB0562_MARKER: DB = BENCH MARK DISK
 LB0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0562_SP_SET: BRIDGE RAILING
 LB0562_STAMPING: G 212 1946
 LB0562_MARK LOGO: CGS
 LB0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0562
 LB0562  HISTORY     - Date     Condition        Report By
 LB0562  HISTORY     - 1946     MONUMENTED       CGS
 LB0562  HISTORY     - 20010523 MARK NOT FOUND   MAJENG
 LB0562
 LB0562                          STATION DESCRIPTION
 LB0562
 LB0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0562'AT NOBLESVILLE.
 LB0562'AT NOBLESVILLE, ABOUT 0.15 MILE WEST ALONG LOGAN STREET FROM
 LB0562'THE COURT HOUSE, AT THE WEST END OF THE BRIDGE OVER THE WHITE
 LB0562'RIVER, SET IN THE TOP OF THE NORTH END OF THE CONCRETE RAILING
 LB0562'OVER THE SOUTH END OF THE WEST ABUTMENT OF THE BRIDGE, 13
 LB0562'FEET SOUTH OF AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE
 LB0562'BRIDGE.
 LB0562
 LB0562                          STATION RECOVERY (2001)
 LB0562
 LB0562'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2001 (MC)
 LB0562'U.S. DEPT. OF INTERIOR GEOLOGICAL SURVEY GAGING STATION MARKER FOUND
 LB0562'AT DESCRIBED LOCATION, CONCRETE APPEARS RELATIVELY NEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0976 ***********************************************************************
 LA0976  DESIGNATION -  G 213
 LA0976  PID         -  LA0976
 LA0976  STATE/COUNTY-  IN/HUNTINGTON
 LA0976  COUNTRY     -  US
 LA0976  USGS QUAD   -  WARREN (2019)
 LA0976
 LA0976                         *CURRENT SURVEY CONTROL
 LA0976  ______________________________________________________________________
 LA0976* NAD 83(1986) POSITION- 40 44 30.     (N) 085 25 49.     (W)   SCALED
 LA0976* NAVD 88 ORTHO HEIGHT -   261.428 (meters)      857.70  (feet) ADJUSTED
 LA0976  ______________________________________________________________________
 LA0976  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 LA0976  DYNAMIC HEIGHT  -        261.301 (meters)      857.29  (feet) COMP
 LA0976  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 LA0976
 LA0976  VERT ORDER      -  SECOND    CLASS 0
 LA0976
 LA0976.The horizontal coordinates were scaled from a map and have
 LA0976.an estimated accuracy of +/- 6 seconds.
 LA0976
 LA0976.The orthometric height was determined by differential leveling and
 LA0976.adjusted by the NATIONAL GEODETIC SURVEY
 LA0976.in June 1991.
 LA0976
 LA0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0976.GEOID18 height accuracy estimate available here.
 LA0976
 LA0976.Click photographs - Photos may exist for this station.
 LA0976
 LA0976.The dynamic height is computed by dividing the NAVD 88
 LA0976.geopotential number by the normal gravity value computed on the
 LA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0976.degrees latitude (g = 980.6199 gals.).
 LA0976
 LA0976.The modeled gravity was interpolated from observed gravity values.
 LA0976
 LA0976;                    North         East    Units  Estimated Accuracy
 LA0976;SPC IN E     -   609,900.      119,970.      MT  (+/- 180 meters Scaled)
 LA0976
 LA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL325112(NAD 83)
 LA0976
 LA0976                          SUPERSEDED SURVEY CONTROL
 LA0976
 LA0976  NGVD 29 (??/??/92)  261.558  (m)          858.13   (f) ADJ UNCH    2 0
 LA0976
 LA0976.Superseded values are not recommended for survey control.
 LA0976
 LA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0976.See file dsdata.pdf to determine how the superseded data were derived.
 LA0976
 LA0976_MARKER: DB = BENCH MARK DISK
 LA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0976_STAMPING: G 213 1947
 LA0976_MARK LOGO: CGS
 LA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0976+STABILITY: SURFACE MOTION
 LA0976
 LA0976  HISTORY     - Date     Condition        Report By
 LA0976  HISTORY     - 1947     MONUMENTED       CGS
 LA0976
 LA0976                          STATION DESCRIPTION
 LA0976
 LA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0976'2 MI W FROM PLUM TREE.
 LA0976'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0976'CHURCH AT PLUM TREE, ABOUT 0.8 MILE EAST OF THE INTERSECTION OF
 LA0976'STATE HIGHWAY 5, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT 100
 LA0976'FEET EAST OF THE PROLONGED CENTER LINE OF A ROAD NORTH, 40 FEET
 LA0976'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET EAST AND ACROSS
 LA0976'THE SIDE ROAD FROM THE NORTHEAST CORNER OF A FARM HOUSE, 24 FEET
 LA0976'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 6.5 FEET WEST OF A
 LA0976'TELEPHONE POLE, 7 FEET NORTHEAST OF A R.E.A. POWER POLE WITH A
 LA0976'TRANSFORMER, 5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE
 LA0976'FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0976'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0976'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0908 ***********************************************************************
 LA0908  DESIGNATION -  G 214
 LA0908  PID         -  LA0908
 LA0908  STATE/COUNTY-  IN/HUNTINGTON
 LA0908  COUNTRY     -  US
 LA0908  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0908
 LA0908                         *CURRENT SURVEY CONTROL
 LA0908  ______________________________________________________________________
 LA0908* NAD 83(1986) POSITION- 40 42 43.     (N) 085 22 23.     (W)   SCALED
 LA0908* NAVD 88 ORTHO HEIGHT -   259.203 (meters)      850.40  (feet) ADJUSTED
 LA0908  ______________________________________________________________________
 LA0908  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 LA0908  DYNAMIC HEIGHT  -        259.076 (meters)      849.99  (feet) COMP
 LA0908  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 LA0908
 LA0908  VERT ORDER      -  SECOND    CLASS 0
 LA0908
 LA0908.The horizontal coordinates were scaled from a map and have
 LA0908.an estimated accuracy of +/- 6 seconds.
 LA0908
 LA0908.The orthometric height was determined by differential leveling and
 LA0908.adjusted by the NATIONAL GEODETIC SURVEY
 LA0908.in June 1991.
 LA0908
 LA0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0908.GEOID18 height accuracy estimate available here.
 LA0908
 LA0908.Click photographs - Photos may exist for this station.
 LA0908
 LA0908.The dynamic height is computed by dividing the NAVD 88
 LA0908.geopotential number by the normal gravity value computed on the
 LA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0908.degrees latitude (g = 980.6199 gals.).
 LA0908
 LA0908.The modeled gravity was interpolated from observed gravity values.
 LA0908
 LA0908;                    North         East    Units  Estimated Accuracy
 LA0908;SPC IN E     -   606,610.      124,810.      MT  (+/- 180 meters Scaled)
 LA0908
 LA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL374080(NAD 83)
 LA0908
 LA0908                          SUPERSEDED SURVEY CONTROL
 LA0908
 LA0908  NGVD 29 (??/??/92)  259.336  (m)          850.84   (f) ADJ UNCH    2 0
 LA0908
 LA0908.Superseded values are not recommended for survey control.
 LA0908
 LA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0908.See file dsdata.pdf to determine how the superseded data were derived.
 LA0908
 LA0908_MARKER: DB = BENCH MARK DISK
 LA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0908_STAMPING: G 214 1947
 LA0908_MARK LOGO: CGS
 LA0908_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0908+STABILITY: SURFACE MOTION
 LA0908
 LA0908  HISTORY     - Date     Condition        Report By
 LA0908  HISTORY     - 1947     MONUMENTED       CGS
 LA0908
 LA0908                          STATION DESCRIPTION
 LA0908
 LA0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0908'8.4 MI S FROM MARKLE.
 LA0908'ABOUT 8.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0908'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, AT A GRAVEL CROSS
 LA0908'ROAD, 110 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 39
 LA0908'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTH OF
 LA0908'A FENCE CORNER, 35 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST
 LA0908'OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0908'POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 LA0908'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0940 ***********************************************************************
 LA0940  CBN         -  This is a Cooperative Base Network Control Station.
 LA0940  DESIGNATION -  G 215
 LA0940  PID         -  LA0940
 LA0940  STATE/COUNTY-  IN/BLACKFORD
 LA0940  COUNTRY     -  US
 LA0940  USGS QUAD   -  MONTPELIER (2019)
 LA0940
 LA0940                         *CURRENT SURVEY CONTROL
 LA0940  ______________________________________________________________________
 LA0940* NAD 83(2011) POSITION- 40 33 07.81901(N) 085 21 08.16263(W)   ADJUSTED
 LA0940* NAD 83(2011) ELLIP HT-   233.006 (meters)        (06/27/12)   ADJUSTED
 LA0940* NAD 83(2011) EPOCH   -  2010.00
 LA0940* NAVD 88 ORTHO HEIGHT -   267.130 (meters)      876.41  (feet) ADJUSTED
 LA0940  ______________________________________________________________________
 LA0940  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 LA0940  NAD 83(2011) X  -    393,255.275 (meters)                     COMP
 LA0940  NAD 83(2011) Y  - -4,837,288.759 (meters)                     COMP
 LA0940  NAD 83(2011) Z  -  4,124,915.014 (meters)                     COMP
 LA0940  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 LA0940  DYNAMIC HEIGHT  -        266.994 (meters)      875.96  (feet) COMP
 LA0940  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 LA0940
 LA0940  VERT ORDER      -  SECOND    CLASS 0
 LA0940
 LA0940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0940  Standards:
 LA0940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0940  -------------------------------------------------------------------
 LA0940  NETWORK    0.90   1.96           0.43   0.27   1.00     -0.03887093
 LA0940  -------------------------------------------------------------------
 LA0940  Click here for local accuracies and other accuracy information.
 LA0940
 LA0940.The horizontal coordinates were established by GPS observations
 LA0940.and adjusted by the National Geodetic Survey in June 2012.
 LA0940
 LA0940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0940.been affixed to the stable North American tectonic plate. See 
 LA0940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0940
 LA0940.The horizontal coordinates are valid at the epoch date displayed above
 LA0940.which is a decimal equivalence of Year/Month/Day.
 LA0940
 LA0940.The orthometric height was determined by differential leveling and
 LA0940.adjusted by the NATIONAL GEODETIC SURVEY
 LA0940.in June 1991.
 LA0940
 LA0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0940.GEOID18 height accuracy estimate available here.
 LA0940
 LA0940.Click photographs - Photos may exist for this station.
 LA0940
 LA0940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0940
 LA0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0940
 LA0940.The ellipsoidal height was determined by GPS observations
 LA0940.and is referenced to NAD 83.
 LA0940
 LA0940.The dynamic height is computed by dividing the NAVD 88
 LA0940.geopotential number by the normal gravity value computed on the
 LA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0940.degrees latitude (g = 980.6199 gals.).
 LA0940
 LA0940.The modeled gravity was interpolated from observed gravity values.
 LA0940
 LA0940. The following values were computed from the NAD 83(2011) position.
 LA0940
 LA0940;                    North         East     Units Scale Factor Converg.
 LA0940;SPC IN E     -   588,876.236   126,629.399   MT  0.99997539   +0 12 15.9
 LA0940;SPC IN E     - 1,932,004.78    415,449.95   sFT  0.99997539   +0 12 15.9
 LA0940;UTM  16      - 4,490,350.271   639,513.534   MT  0.99983959   +1 04 17.1
 LA0940
 LA0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0940!SPC IN E     -   0.99996345  x   0.99997539  =   0.99993884
 LA0940!UTM  16      -   0.99996345  x   0.99983959  =   0.99980305
 LA0940
 LA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3951390350(NAD 83)
 LA0940
 LA0940                          SUPERSEDED SURVEY CONTROL
 LA0940
 LA0940  NAD 83(2007)-  40 33 07.81912(N)    085 21 08.16351(W) AD(2002.00) 0
 LA0940  ELLIP H (02/10/07)  233.026  (m)                       GP(2002.00)    
 LA0940  NAD 83(1997)-  40 33 07.81904(N)    085 21 08.16321(W) AD(       ) B
 LA0940  ELLIP H (04/10/98)  233.051  (m)                       GP(       ) 4 1
 LA0940  NAVD 88             267.13   (m)          876.4    (f) LEVELING    3  
 LA0940  NGVD 29 (??/??/92)  267.263  (m)          876.85   (f) ADJ UNCH    2 0
 LA0940
 LA0940.Superseded values are not recommended for survey control.
 LA0940
 LA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0940.See file dsdata.pdf to determine how the superseded data were derived.
 LA0940
 LA0940_MARKER: DB = BENCH MARK DISK
 LA0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0940_STAMPING: G 215 1947
 LA0940_MARK LOGO: CGS
 LA0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0940+STABILITY: SURFACE MOTION
 LA0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0940+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 LA0940
 LA0940  HISTORY     - Date     Condition        Report By
 LA0940  HISTORY     - 1947     MONUMENTED       CGS
 LA0940  HISTORY     - 1970     GOOD             NGS
 LA0940  HISTORY     - 19970808 GOOD             SEC
 LA0940
 LA0940                          STATION DESCRIPTION
 LA0940
 LA0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0940'2.2 MI E FROM ROLL.
 LA0940'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 18 FROM THE HIGH
 LA0940'SCHOOL AT ROLL, ABOUT 1.0 MILE EAST OF THE INTERSECTION OF
 LA0940'STATE HIGHWAY 3, AT A GRAVEL CROSS ROAD, 56 FEET WEST OF THE
 LA0940'CENTER LINE OF THE CROSS ROAD, 67 FEET EAST OF A TELEPHONE
 LA0940'POLE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 LA0940'WEST OF THE SOUTH END OF AN L SHAPED CONCRETE HEAD WALL OF AN
 LA0940'18-INCH PIPE CULVERT UNDER THE CROSS ROAD, 21 FEET WEST OF A
 LA0940'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 1.5 FEET EAST OF
 LA0940'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET
 LA0940'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- GRAVEL
 LA0940'ROAD AT THE MARK IS PAVED AND COUNTY ROAD 100 E, MARK IS 1 FOOT
 LA0940'EAST OF A METAL WITNESS POST.
 LA0940
 LA0940                          STATION RECOVERY (1970)
 LA0940
 LA0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0940'RECOVERED IN GOOD CONDITION.
 LA0940
 LA0940                          STATION RECOVERY (1997)
 LA0940
 LA0940'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA0940'STATION IS LOCATED 3.5 MILES (5.6 KM) WEST OF MONTPELIER, ON STATE
 LA0940'ROAD 18, NEAR THE INTERSECTION OF STATE ROAD 18 AND SOUTH ROAD 100
 LA0940'EAST.  LOCATED 17.51 METERS (57.45 FT) WEST OF 100 EAST AND 8.76
 LA0940'METERS (28.74 FT) SOUTH OF CENTERLINE OF STATE ROAD 18.  STATION IS IS
 LA0940'10 CENTIMETERS ABOVE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0959 ***********************************************************************
 LA0959  DESIGNATION -  G 216
 LA0959  PID         -  LA0959
 LA0959  STATE/COUNTY-  IN/WELLS
 LA0959  COUNTRY     -  US
 LA0959  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0959
 LA0959                         *CURRENT SURVEY CONTROL
 LA0959  ______________________________________________________________________
 LA0959* NAD 83(1986) POSITION- 40 39 16.     (N) 085 20 04.     (W)   SCALED
 LA0959* NAVD 88 ORTHO HEIGHT -   261.827 (meters)      859.01  (feet) ADJUSTED
 LA0959  ______________________________________________________________________
 LA0959  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 LA0959  DYNAMIC HEIGHT  -        261.697 (meters)      858.58  (feet) COMP
 LA0959  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 LA0959
 LA0959  VERT ORDER      -  SECOND    CLASS 0
 LA0959
 LA0959.The horizontal coordinates were scaled from a map and have
 LA0959.an estimated accuracy of +/- 6 seconds.
 LA0959
 LA0959.The orthometric height was determined by differential leveling and
 LA0959.adjusted by the NATIONAL GEODETIC SURVEY
 LA0959.in June 1991.
 LA0959
 LA0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0959.GEOID18 height accuracy estimate available here.
 LA0959
 LA0959.Click photographs - Photos may exist for this station.
 LA0959
 LA0959.The dynamic height is computed by dividing the NAVD 88
 LA0959.geopotential number by the normal gravity value computed on the
 LA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0959.degrees latitude (g = 980.6199 gals.).
 LA0959
 LA0959.The modeled gravity was interpolated from observed gravity values.
 LA0959
 LA0959;                    North         East    Units  Estimated Accuracy
 LA0959;SPC IN E     -   600,240.      128,100.      MT  (+/- 180 meters Scaled)
 LA0959
 LA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL408017(NAD 83)
 LA0959
 LA0959                          SUPERSEDED SURVEY CONTROL
 LA0959
 LA0959  NGVD 29 (??/??/92)  261.960  (m)          859.45   (f) ADJ UNCH    2 0
 LA0959
 LA0959.Superseded values are not recommended for survey control.
 LA0959
 LA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0959.See file dsdata.pdf to determine how the superseded data were derived.
 LA0959
 LA0959_MARKER: DB = BENCH MARK DISK
 LA0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0959_STAMPING: G 216 1947
 LA0959_MARK LOGO: CGS
 LA0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0959+STABILITY: SURFACE MOTION
 LA0959
 LA0959  HISTORY     - Date     Condition        Report By
 LA0959  HISTORY     - 1947     MONUMENTED       CGS
 LA0959  HISTORY     - 1969     GOOD             CGS
 LA0959
 LA0959                          STATION DESCRIPTION
 LA0959
 LA0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0959'5.8 MI W FROM PONETO.
 LA0959'5.85 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE CROSSING
 LA0959'OF THE NEW YORK, CHI. AND ST. LOUIS RR AT PONETO, AT THE
 LA0959'WELLS-HUNT. CO. LINE, AT THE CROSS ROAD (600 WEST OF MERIDIAN
 LA0959'ROAD) 28 FT. EAST OF THE C/L OF THE CROSSROAD, 39 FT. NORTH OF
 LA0959'THE C/L OF THE HIGHWAY, 4 FT. WEST OF A TELEPHONE POLE, 8 FT.
 LA0959'EAST OF THE FENCE CORNER, 1 FT. SOUTH OF THE FENCE LINE, 1.6 FT.
 LA0959'WEST OF A STEEL WITNESS POST, ABOUT 1 FT. BELOW THE LEVEL OF THE
 LA0959'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA0959'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1502 ***********************************************************************
 LA1502  DESIGNATION -  G 217
 LA1502  PID         -  LA1502
 LA1502  STATE/COUNTY-  IN/GRANT
 LA1502  COUNTRY     -  US
 LA1502  USGS QUAD   -  GAS CITY (2019)
 LA1502
 LA1502                         *CURRENT SURVEY CONTROL
 LA1502  ______________________________________________________________________
 LA1502* NAD 83(1986) POSITION- 40 23 24.     (N) 085 30 35.     (W)   SCALED
 LA1502* NAVD 88 ORTHO HEIGHT -   268.111 (meters)      879.63  (feet) ADJUSTED
 LA1502  ______________________________________________________________________
 LA1502  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 LA1502  DYNAMIC HEIGHT  -        267.973 (meters)      879.17  (feet) COMP
 LA1502  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 LA1502
 LA1502  VERT ORDER      -  SECOND    CLASS 0
 LA1502
 LA1502.The horizontal coordinates were scaled from a map and have
 LA1502.an estimated accuracy of +/- 6 seconds.
 LA1502
 LA1502.The orthometric height was determined by differential leveling and
 LA1502.adjusted by the NATIONAL GEODETIC SURVEY
 LA1502.in June 1991.
 LA1502
 LA1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1502.GEOID18 height accuracy estimate available here.
 LA1502
 LA1502.Click photographs - Photos may exist for this station.
 LA1502
 LA1502.The dynamic height is computed by dividing the NAVD 88
 LA1502.geopotential number by the normal gravity value computed on the
 LA1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1502.degrees latitude (g = 980.6199 gals.).
 LA1502
 LA1502.The modeled gravity was interpolated from observed gravity values.
 LA1502
 LA1502;                    North         East    Units  Estimated Accuracy
 LA1502;SPC IN E     -   570,830.      113,330.      MT  (+/- 180 meters Scaled)
 LA1502
 LA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264721(NAD 83)
 LA1502
 LA1502                          SUPERSEDED SURVEY CONTROL
 LA1502
 LA1502  NGVD 29 (??/??/92)  268.247  (m)          880.07   (f) ADJ UNCH    2 0
 LA1502
 LA1502.Superseded values are not recommended for survey control.
 LA1502
 LA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1502.See file dsdata.pdf to determine how the superseded data were derived.
 LA1502
 LA1502_MARKER: DB = BENCH MARK DISK
 LA1502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1502_SP_SET: BUILDING
 LA1502_STAMPING: G 217 1947
 LA1502_MARK LOGO: CGS
 LA1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1502
 LA1502  HISTORY     - Date     Condition        Report By
 LA1502  HISTORY     - 1947     MONUMENTED       CGS
 LA1502
 LA1502                          STATION DESCRIPTION
 LA1502
 LA1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1502'0.6 MI N FROM MATTHEWS.
 LA1502'ABOUT 0.55 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE JUNCTION
 LA1502'OF STATE HIGHWAY 221 AT MATTHEWS, AT THE JUNCTION OF A ROAD
 LA1502'LEADING SOUTHWEST, SET VERTICALLY IN THE SOUTHEAST BRICK WALL
 LA1502'OF THE HARMONY BAPTIST CHURCH, 1 FOOT NORTHEAST OF THE SOUTH
 LA1502'CORNER OF THE CHURCH BUILDING AND 2.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1522 ***********************************************************************
 LA1522  DESIGNATION -  G 218
 LA1522  PID         -  LA1522
 LA1522  STATE/COUNTY-  IN/DELAWARE
 LA1522  COUNTRY     -  US
 LA1522  USGS QUAD   -  GASTON (2019)
 LA1522
 LA1522                         *CURRENT SURVEY CONTROL
 LA1522  ______________________________________________________________________
 LA1522* NAD 83(1986) POSITION- 40 15 46.     (N) 085 34 34.     (W)   SCALED
 LA1522* NAVD 88 ORTHO HEIGHT -   273.927 (meters)      898.71  (feet) ADJUSTED
 LA1522  ______________________________________________________________________
 LA1522  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LA1522  DYNAMIC HEIGHT  -        273.784 (meters)      898.24  (feet) COMP
 LA1522  MODELED GRAVITY -    980,096.2   (mgal)                       NAVD 88
 LA1522
 LA1522  VERT ORDER      -  SECOND    CLASS 0
 LA1522
 LA1522.The horizontal coordinates were scaled from a map and have
 LA1522.an estimated accuracy of +/- 6 seconds.
 LA1522
 LA1522.The orthometric height was determined by differential leveling and
 LA1522.adjusted by the NATIONAL GEODETIC SURVEY
 LA1522.in June 1991.
 LA1522
 LA1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1522.GEOID18 height accuracy estimate available here.
 LA1522
 LA1522.Click photographs - Photos may exist for this station.
 LA1522
 LA1522.The dynamic height is computed by dividing the NAVD 88
 LA1522.geopotential number by the normal gravity value computed on the
 LA1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1522.degrees latitude (g = 980.6199 gals.).
 LA1522
 LA1522.The modeled gravity was interpolated from observed gravity values.
 LA1522
 LA1522;                    North         East    Units  Estimated Accuracy
 LA1522;SPC IN E     -   556,700.      107,700.      MT  (+/- 180 meters Scaled)
 LA1522
 LA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK210578(NAD 83)
 LA1522
 LA1522                          SUPERSEDED SURVEY CONTROL
 LA1522
 LA1522  NGVD 29 (??/??/92)  274.068  (m)          899.17   (f) ADJ UNCH    2 0
 LA1522
 LA1522.Superseded values are not recommended for survey control.
 LA1522
 LA1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1522.See file dsdata.pdf to determine how the superseded data were derived.
 LA1522
 LA1522_MARKER: DB = BENCH MARK DISK
 LA1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1522_SP_SET: BRIDGE
 LA1522_STAMPING: G 218 1947
 LA1522_MARK LOGO: CGS
 LA1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1522
 LA1522  HISTORY     - Date     Condition        Report By
 LA1522  HISTORY     - 1947     MONUMENTED       CGS
 LA1522
 LA1522                          STATION DESCRIPTION
 LA1522
 LA1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1522'2 MI N FROM GILMAN.
 LA1522'ABOUT 2.0 MILES NORTH ALONG THE DELAWARE-MADISON COUNTY LINE
 LA1522'ROAD FROM THE CROSSROADS AT GILMAN, SET IN THE TOP OF THE
 LA1522'NORTHEAST WING WALL OF A 15-FOOT CONCRETE BRIDGE OVER A DITCH
 LA1522'ON THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTER LINE OF AN
 LA1522'EAST-WEST BLACK TOP ROAD, 10 FEET EAST OF THE CENTER LINE OF THE
 LA1522'COUNTY LINE ROAD, AND ABOUT LEVEL WITH THE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1223 ***********************************************************************
 LA1223  DESIGNATION -  G 219
 LA1223  PID         -  LA1223
 LA1223  STATE/COUNTY-  IN/DELAWARE
 LA1223  COUNTRY     -  US
 LA1223  USGS QUAD   -  MUNCIE WEST (2019)
 LA1223
 LA1223                         *CURRENT SURVEY CONTROL
 LA1223  ______________________________________________________________________
 LA1223* NAD 83(1986) POSITION- 40 14 12.     (N) 085 23 13.     (W)   SCALED
 LA1223* NAVD 88 ORTHO HEIGHT -   285.861 (meters)      937.86  (feet) ADJUSTED
 LA1223  ______________________________________________________________________
 LA1223  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA1223  DYNAMIC HEIGHT  -        285.710 (meters)      937.37  (feet) COMP
 LA1223  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LA1223
 LA1223  VERT ORDER      -  SECOND    CLASS 0
 LA1223
 LA1223.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 LA1223
 LA1223.The horizontal coordinates were scaled from a map and have
 LA1223.an estimated accuracy of +/- 6 seconds.
 LA1223
 LA1223.The orthometric height was determined by differential leveling and
 LA1223.adjusted by the NATIONAL GEODETIC SURVEY
 LA1223.in June 1991.
 LA1223
 LA1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1223.GEOID18 height accuracy estimate available here.
 LA1223
 LA1223.Click photographs - Photos may exist for this station.
 LA1223
 LA1223.The dynamic height is computed by dividing the NAVD 88
 LA1223.geopotential number by the normal gravity value computed on the
 LA1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1223.degrees latitude (g = 980.6199 gals.).
 LA1223
 LA1223.The modeled gravity was interpolated from observed gravity values.
 LA1223
 LA1223;                    North         East    Units  Estimated Accuracy
 LA1223;SPC IN E     -   553,830.      123,800.      MT  (+/- 180 meters Scaled)
 LA1223
 LA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372552(NAD 83)
 LA1223
 LA1223                          SUPERSEDED SURVEY CONTROL
 LA1223
 LA1223  NGVD 29 (??/??/92)  285.997  (m)          938.31   (f) ADJ UNCH    2 0
 LA1223
 LA1223.Superseded values are not recommended for survey control.
 LA1223
 LA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1223.See file dsdata.pdf to determine how the superseded data were derived.
 LA1223
 LA1223_MARKER: DB = BENCH MARK DISK
 LA1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1223_STAMPING: G 219 1947
 LA1223_MARK LOGO: CGS
 LA1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1223+STABILITY: SURFACE MOTION
 LA1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1223+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 LA1223
 LA1223  HISTORY     - Date     Condition        Report By
 LA1223  HISTORY     - 1947     MONUMENTED       CGS
 LA1223  HISTORY     - 1970     GOOD             NGS
 LA1223  HISTORY     - 1974     GOOD             NGS
 LA1223  HISTORY     - 20071029 GOOD             BFSINC
 LA1223
 LA1223                          STATION DESCRIPTION
 LA1223
 LA1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA1223'4.6 MI N FROM MUNCIE.
 LA1223'ABOUT 2.95 MILES NORTH NORTHWEST ON WHEELING AVE. FROM THE COURT
 LA1223'HOUSE IN MUNCIE TO THE INTERSECTION WITH 300 NORTH ROAD, THENCE
 LA1223'ABOUT 1.25 MILES EAST ALONG 300 NORTH ROAD TO INTERSECTION WITH
 LA1223'CENTER ROAD NORTH, THENCE 0.35 MILES NORTH ALONG CENTER ROAD
 LA1223'NORTH.  AT THE DELAWARE COUNTY AIRPORT, 73.0 FEET SOUTHEAST OF
 LA1223'CENTER SOUTHWEST PILLAR OF NEW ADMINISTRATION BUILDING, 3.5 FEET
 LA1223'EAST OF GATE ALONG THE EAST EDGE OF FIELD, 125 FEET WEST OF THE
 LA1223'CENTER-LINE OF CENTER ROAD NORTH, 4.2 FEET NORTH OF ROAD EDGE
 LA1223'WHICH LEADS FROM PARKING AREA TO RAMP AND SET IN THE TOP OF A
 LA1223'CONCRETE POST WHICH IS COVERED BY THE ROAD.
 LA1223
 LA1223                          STATION RECOVERY (1974)
 LA1223
 LA1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA1223'RECOVERED IN GOOD CONDITION.
 LA1223
 LA1223                          STATION RECOVERY (2007)
 LA1223
 LA1223'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1223'MARKER IS 5 FEET SOUTH OF TRASH DUMPSTER AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0618 ***********************************************************************
 MD0618  DESIGNATION -  G 22
 MD0618  PID         -  MD0618
 MD0618  STATE/COUNTY-  IN/DE KALB
 MD0618  COUNTRY     -  US
 MD0618  USGS QUAD   -  ASHLEY (2019)
 MD0618
 MD0618                         *CURRENT SURVEY CONTROL
 MD0618  ______________________________________________________________________
 MD0618* NAD 83(1986) POSITION- 41 30 47.31   (N) 085 01 16.49   (W)   HD_HELD1
 MD0618* NAVD 88 ORTHO HEIGHT -   305.813 (meters)     1003.32  (feet) ADJUSTED
 MD0618  ______________________________________________________________________
 MD0618  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 MD0618  DYNAMIC HEIGHT  -        305.696 (meters)     1002.94  (feet) COMP
 MD0618  MODELED GRAVITY -    980,231.0   (mgal)                       NAVD 88
 MD0618
 MD0618  VERT ORDER      -  SECOND    CLASS 0
 MD0618
 MD0618.The horizontal coordinates were determined by differentially corrected
 MD0618.hand held GPS observations or other comparable positioning techniques
 MD0618.and have an estimated accuracy of +/- 3 meters.
 MD0618
 MD0618.The orthometric height was determined by differential leveling and
 MD0618.adjusted by the NATIONAL GEODETIC SURVEY
 MD0618.in June 1991.
 MD0618
 MD0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0618.GEOID18 height accuracy estimate available here.
 MD0618
 MD0618.Click photographs - Photos may exist for this station.
 MD0618
 MD0618.The dynamic height is computed by dividing the NAVD 88
 MD0618.geopotential number by the normal gravity value computed on the
 MD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0618.degrees latitude (g = 980.6199 gals.).
 MD0618
 MD0618.The modeled gravity was interpolated from observed gravity values.
 MD0618
 MD0618;                    North         East    Units  Estimated Accuracy
 MD0618;SPC IN E     -   695,746.4     153,877.5     MT  (+/- 3 meters HH1 GPS) 
 MD0618
 MD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6512297613(NAD 83)
 MD0618
 MD0618                          SUPERSEDED SURVEY CONTROL
 MD0618
 MD0618  NGVD 29 (??/??/92)  305.959  (m)         1003.80   (f) ADJ UNCH    2 0
 MD0618
 MD0618.Superseded values are not recommended for survey control.
 MD0618
 MD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0618.See file dsdata.pdf to determine how the superseded data were derived.
 MD0618
 MD0618_MARKER: DB = BENCH MARK DISK
 MD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0618_STAMPING: G 22 1934
 MD0618_MARK LOGO: CGS
 MD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0618+STABILITY: SURFACE MOTION
 MD0618
 MD0618  HISTORY     - Date     Condition        Report By
 MD0618  HISTORY     - 1934     MONUMENTED       CGS
 MD0618  HISTORY     - 1960     GOOD             CGS
 MD0618  HISTORY     - 1965     GOOD             INHD
 MD0618  HISTORY     - 20180213 MARK NOT FOUND   INDOT
 MD0618
 MD0618                          STATION DESCRIPTION
 MD0618
 MD0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0618'4.3 MI S FROM PLEASANT LAKE.
 MD0618'ABOUT 4.3 MILES S ALONG NEW YORK CENTRAL RAILROAD (RUMORED MAY
 MD0618'BE ABANDONED) FROM THE STATION AT PLEASANT LAKE, ABOUT 0.6 MILE
 MD0618'W ALONG NO. 4 COUNTY ROAD FROM ITS CROSSING WITH NO. 27 U.S.
 MD0618'HIGHWAY AT BARKERS CHAPEL CHURCH AND CEMETERY, AT SITE OF REMOVED
 MD0618'RAILROAD STATION OF SUMMIT, AT APPARENT SUMMIT OF RAILROAD GRADE,
 MD0618'50 FEET N OF CENTER LINE OF 20-FOOT ASPHALT ROAD PAVEMENT, 1.8
 MD0618'FEET HIGHER THAN SAME, 48 FEET W OF W RAIL OF ONLY REMAINING
 MD0618'TRACK (SIDE TRACK REMOVED), 2.4 FEET HIGHER THAN SAME, AND
 MD0618'PROJECTING 0.7 FOOT.
 MD0618
 MD0618                          STATION RECOVERY (1965)
 MD0618
 MD0618'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0618'RECOVERED IN GOOD CONDITION.
 MD0618
 MD0618                          STATION RECOVERY (2018)
 MD0618
 MD0618'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0618'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1246 ***********************************************************************
 LA1246  DESIGNATION -  G 220
 LA1246  PID         -  LA1246
 LA1246  STATE/COUNTY-  IN/BLACKFORD
 LA1246  COUNTRY     -  US
 LA1246  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1246
 LA1246                         *CURRENT SURVEY CONTROL
 LA1246  ______________________________________________________________________
 LA1246* NAD 83(1986) POSITION- 40 25 14.     (N) 085 16 34.     (W)   SCALED
 LA1246* NAVD 88 ORTHO HEIGHT -   284.021 (meters)      931.83  (feet) ADJUSTED
 LA1246  ______________________________________________________________________
 LA1246  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 LA1246  DYNAMIC HEIGHT  -        283.876 (meters)      931.35  (feet) COMP
 LA1246  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 LA1246
 LA1246  VERT ORDER      -  SECOND    CLASS 0
 LA1246
 LA1246.The horizontal coordinates were scaled from a map and have
 LA1246.an estimated accuracy of +/- 6 seconds.
 LA1246
 LA1246.The orthometric height was determined by differential leveling and
 LA1246.adjusted by the NATIONAL GEODETIC SURVEY
 LA1246.in June 1991.
 LA1246
 LA1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1246.GEOID18 height accuracy estimate available here.
 LA1246
 LA1246.Click photographs - Photos may exist for this station.
 LA1246
 LA1246.The dynamic height is computed by dividing the NAVD 88
 LA1246.geopotential number by the normal gravity value computed on the
 LA1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1246.degrees latitude (g = 980.6199 gals.).
 LA1246
 LA1246.The modeled gravity was interpolated from observed gravity values.
 LA1246
 LA1246;                    North         East    Units  Estimated Accuracy
 LA1246;SPC IN E     -   574,290.      133,140.      MT  (+/- 180 meters Scaled)
 LA1246
 LA1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462758(NAD 83)
 LA1246
 LA1246                          SUPERSEDED SURVEY CONTROL
 LA1246
 LA1246  NGVD 29 (??/??/92)  284.155  (m)          932.27   (f) ADJ UNCH    2 0
 LA1246
 LA1246.Superseded values are not recommended for survey control.
 LA1246
 LA1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1246.See file dsdata.pdf to determine how the superseded data were derived.
 LA1246
 LA1246_MARKER: DB = BENCH MARK DISK
 LA1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1246_STAMPING: G 220 1947
 LA1246_MARK LOGO: CGS
 LA1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1246+STABILITY: SURFACE MOTION
 LA1246
 LA1246  HISTORY     - Date     Condition        Report By
 LA1246  HISTORY     - 1947     MONUMENTED       CGS
 LA1246
 LA1246                          STATION DESCRIPTION
 LA1246
 LA1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1246'1.1 MI N FROM MILGROVE.
 LA1246'ABOUT 1.1 MILES NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1246'MILGROVE, AT AN EAST-WEST GRAVEL CROSS ROAD, 55 FEET EAST OF THE
 LA1246'CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET NORTH OF THE CENTER
 LA1246'LINE OF THE CROSS ROAD, 39 FEET EAST OF AN 8-INCH IRON PIPE
 LA1246'FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET
 LA1246'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD
 LA1246'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0849 ***********************************************************************
 LA0849  DESIGNATION -  G 222
 LA0849  PID         -  LA0849
 LA0849  STATE/COUNTY-  IN/ALLEN
 LA0849  COUNTRY     -  US
 LA0849  USGS QUAD   -  OSSIAN (2019)
 LA0849
 LA0849                         *CURRENT SURVEY CONTROL
 LA0849  ______________________________________________________________________
 LA0849* NAD 83(1986) POSITION- 40 55 53.     (N) 085 09 22.     (W)   SCALED
 LA0849* NAVD 88 ORTHO HEIGHT -   245.583 (meters)      805.72  (feet) ADJUSTED
 LA0849  ______________________________________________________________________
 LA0849  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 LA0849  DYNAMIC HEIGHT  -        245.475 (meters)      805.36  (feet) COMP
 LA0849  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 LA0849
 LA0849  VERT ORDER      -  SECOND    CLASS 0
 LA0849
 LA0849.The horizontal coordinates were scaled from a map and have
 LA0849.an estimated accuracy of +/- 6 seconds.
 LA0849
 LA0849.The orthometric height was determined by differential leveling and
 LA0849.adjusted by the NATIONAL GEODETIC SURVEY
 LA0849.in June 1991.
 LA0849
 LA0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0849.GEOID18 height accuracy estimate available here.
 LA0849
 LA0849.Click photographs - Photos may exist for this station.
 LA0849
 LA0849.The dynamic height is computed by dividing the NAVD 88
 LA0849.geopotential number by the normal gravity value computed on the
 LA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0849.degrees latitude (g = 980.6199 gals.).
 LA0849
 LA0849.The modeled gravity was interpolated from observed gravity values.
 LA0849
 LA0849;                    North         East    Units  Estimated Accuracy
 LA0849;SPC IN E     -   631,060.      143,000.      MT  (+/- 180 meters Scaled)
 LA0849
 LA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL552327(NAD 83)
 LA0849
 LA0849                          SUPERSEDED SURVEY CONTROL
 LA0849
 LA0849  NGVD 29 (??/??/92)  245.731  (m)          806.20   (f) ADJ UNCH    2 0
 LA0849
 LA0849.Superseded values are not recommended for survey control.
 LA0849
 LA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0849.See file dsdata.pdf to determine how the superseded data were derived.
 LA0849
 LA0849_MARKER: DB = BENCH MARK DISK
 LA0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0849_SP_SET: ABUTMENT
 LA0849_STAMPING: G 222 1947
 LA0849_MARK LOGO: CGS
 LA0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0849
 LA0849  HISTORY     - Date     Condition        Report By
 LA0849  HISTORY     - 1947     MONUMENTED       CGS
 LA0849  HISTORY     - 1968     GOOD             CGS
 LA0849
 LA0849                          STATION DESCRIPTION
 LA0849
 LA0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0849'1.1 MI E FROM YODER.
 LA0849'ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD FROM YODER, ABOUT 0.6
 LA0849'MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 1, IN THE TOP OF
 LA0849'THE SOUTH END OF THE EAST CONC. ABUTMENT OF A 24 FOOT STEEL
 LA0849'BRIDGE ACROSS HARBER DITCH, 9 FEET SOUTH OF THE CENTER LINE OF
 LA0849'THE ROAD, 1 FOOT SOUTH OF THE STEEL RAIL ABOUT LEVEL WITH THE
 LA0849'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0699 ***********************************************************************
 LA0699  DESIGNATION -  G 223
 LA0699  PID         -  LA0699
 LA0699  STATE/COUNTY-  IN/ADAMS
 LA0699  COUNTRY     -  US
 LA0699  USGS QUAD   -  HOAGLAND (2019)
 LA0699
 LA0699                         *CURRENT SURVEY CONTROL
 LA0699  ______________________________________________________________________
 LA0699* NAD 83(1986) POSITION- 40 52 33.     (N) 084 56 18.     (W)   SCALED
 LA0699* NAVD 88 ORTHO HEIGHT -   247.377 (meters)      811.60  (feet) ADJUSTED
 LA0699  ______________________________________________________________________
 LA0699  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 LA0699  DYNAMIC HEIGHT  -        247.270 (meters)      811.25  (feet) COMP
 LA0699  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 LA0699
 LA0699  VERT ORDER      -  SECOND    CLASS 0
 LA0699
 LA0699.The horizontal coordinates were scaled from a map and have
 LA0699.an estimated accuracy of +/- 6 seconds.
 LA0699
 LA0699.The orthometric height was determined by differential leveling and
 LA0699.adjusted by the NATIONAL GEODETIC SURVEY
 LA0699.in June 1991.
 LA0699
 LA0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0699.GEOID18 height accuracy estimate available here.
 LA0699
 LA0699.Click photographs - Photos may exist for this station.
 LA0699
 LA0699.The dynamic height is computed by dividing the NAVD 88
 LA0699.geopotential number by the normal gravity value computed on the
 LA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0699.degrees latitude (g = 980.6199 gals.).
 LA0699
 LA0699.The modeled gravity was interpolated from observed gravity values.
 LA0699
 LA0699;                    North         East    Units  Estimated Accuracy
 LA0699;SPC IN E     -   625,030.      161,390.      MT  (+/- 180 meters Scaled)
 LA0699
 LA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL737270(NAD 83)
 LA0699
 LA0699                          SUPERSEDED SURVEY CONTROL
 LA0699
 LA0699  NGVD 29 (??/??/92)  247.530  (m)          812.10   (f) ADJ UNCH    2 0
 LA0699
 LA0699.Superseded values are not recommended for survey control.
 LA0699
 LA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0699.See file dsdata.pdf to determine how the superseded data were derived.
 LA0699
 LA0699_MARKER: DB = BENCH MARK DISK
 LA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0699_STAMPING: G 223 1947
 LA0699_MARK LOGO: CGS
 LA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0699+STABILITY: SURFACE MOTION
 LA0699
 LA0699  HISTORY     - Date     Condition        Report By
 LA0699  HISTORY     - 1947     MONUMENTED       CGS
 LA0699  HISTORY     - 1974     GOOD             BRADY
 LA0699
 LA0699                          STATION DESCRIPTION
 LA0699
 LA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0699'4.6 MI NE FROM DECATUR.
 LA0699'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0699'OF THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 0.9 MILE EAST ALONG
 LA0699'A GRAVEL ROAD, AT A CROSS ROAD, 46 FEET SOUTH OF THE CENTER LINE
 LA0699'OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD,
 LA0699'26.5 FEET SOUTH OF A FENCE CORNER, 9.5 FEET SOUTH OF A TELEPHONE
 LA0699'POLE, 1.5 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 LA0699'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA0699'CONCRETE POST PROJECTING 2 INCHES.
 LA0699
 LA0699                          STATION RECOVERY (1974)
 LA0699
 LA0699'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0841 ***********************************************************************
 LA0841  DESIGNATION -  G 224
 LA0841  PID         -  LA0841
 LA0841  STATE/COUNTY-  IN/WELLS
 LA0841  COUNTRY     -  US
 LA0841  USGS QUAD   -  BLUFFTON (2019)
 LA0841
 LA0841                         *CURRENT SURVEY CONTROL
 LA0841  ______________________________________________________________________
 LA0841* NAD 83(1986) POSITION- 40 44 33.     (N) 085 08 10.     (W)   SCALED
 LA0841* NAVD 88 ORTHO HEIGHT -   257.432 (meters)      844.59  (feet) ADJUSTED
 LA0841  ______________________________________________________________________
 LA0841  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 LA0841  DYNAMIC HEIGHT  -        257.310 (meters)      844.19  (feet) COMP
 LA0841  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 LA0841
 LA0841  VERT ORDER      -  SECOND    CLASS 0
 LA0841
 LA0841.The horizontal coordinates were scaled from a map and have
 LA0841.an estimated accuracy of +/- 6 seconds.
 LA0841
 LA0841.The orthometric height was determined by differential leveling and
 LA0841.adjusted by the NATIONAL GEODETIC SURVEY
 LA0841.in June 1991.
 LA0841
 LA0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0841.GEOID18 height accuracy estimate available here.
 LA0841
 LA0841.Click photographs - Photos may exist for this station.
 LA0841
 LA0841.The dynamic height is computed by dividing the NAVD 88
 LA0841.geopotential number by the normal gravity value computed on the
 LA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0841.degrees latitude (g = 980.6199 gals.).
 LA0841
 LA0841.The modeled gravity was interpolated from observed gravity values.
 LA0841
 LA0841;                    North         East    Units  Estimated Accuracy
 LA0841;SPC IN E     -   610,100.      144,810.      MT  (+/- 180 meters Scaled)
 LA0841
 LA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL573118(NAD 83)
 LA0841
 LA0841                          SUPERSEDED SURVEY CONTROL
 LA0841
 LA0841  NGVD 29 (??/??/92)  257.573  (m)          845.05   (f) ADJ UNCH    2 0
 LA0841
 LA0841.Superseded values are not recommended for survey control.
 LA0841
 LA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0841.See file dsdata.pdf to determine how the superseded data were derived.
 LA0841
 LA0841_MARKER: DB = BENCH MARK DISK
 LA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0841_STAMPING: G 224 1947
 LA0841_MARK LOGO: CGS
 LA0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0841+STABILITY: SURFACE MOTION
 LA0841
 LA0841  HISTORY     - Date     Condition        Report By
 LA0841  HISTORY     - 1947     MONUMENTED       CGS
 LA0841
 LA0841                          STATION DESCRIPTION
 LA0841
 LA0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0841'1.9 MI E FROM BLUFFTON.
 LA0841'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0841'WITH STATE HIGHWAY 1 AT BLUFFTON, AT THE JUNCTION OF STATE
 LA0841'HIGHWAY 201 LEADING SOUTH, 39 FEET NORTH OF THE CENTER LINE OF
 LA0841'HIGHWAY 124, 17 FEET EAST OF THE PROLONGED CENTER LINE OF HIGHWAY
 LA0841'201, 24 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE STONE
 LA0841'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY 124, 26 FEET
 LA0841'EAST OF THE CENTER LINE OF A DRIVE WAY TO A BARN, 11.5 FEET EAST
 LA0841'OF A FENCE CORNER, 1.6 FEET SOUTH OF A BOARD FENCE, 2 FEET WEST
 LA0841'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0841'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0835 ***********************************************************************
 LA0835  DESIGNATION -  G 225
 LA0835  PID         -  LA0835
 LA0835  STATE/COUNTY-  IN/WELLS
 LA0835  COUNTRY     -  US
 LA0835  USGS QUAD   -  LINN GROVE (2019)
 LA0835
 LA0835                         *CURRENT SURVEY CONTROL
 LA0835  ______________________________________________________________________
 LA0835* NAD 83(1986) POSITION- 40 39 19.     (N) 085 05 19.     (W)   SCALED
 LA0835* NAVD 88 ORTHO HEIGHT -   253.812 (meters)      832.71  (feet) ADJUSTED
 LA0835  ______________________________________________________________________
 LA0835  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 LA0835  DYNAMIC HEIGHT  -        253.689 (meters)      832.31  (feet) COMP
 LA0835  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 LA0835
 LA0835  VERT ORDER      -  SECOND    CLASS 0
 LA0835
 LA0835.The horizontal coordinates were scaled from a map and have
 LA0835.an estimated accuracy of +/- 6 seconds.
 LA0835
 LA0835.The orthometric height was determined by differential leveling and
 LA0835.adjusted by the NATIONAL GEODETIC SURVEY
 LA0835.in June 1991.
 LA0835
 LA0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0835.GEOID18 height accuracy estimate available here.
 LA0835
 LA0835.Click photographs - Photos may exist for this station.
 LA0835
 LA0835.The dynamic height is computed by dividing the NAVD 88
 LA0835.geopotential number by the normal gravity value computed on the
 LA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0835.degrees latitude (g = 980.6199 gals.).
 LA0835
 LA0835.The modeled gravity was interpolated from observed gravity values.
 LA0835
 LA0835;                    North         East    Units  Estimated Accuracy
 LA0835;SPC IN E     -   600,440.      148,890.      MT  (+/- 180 meters Scaled)
 LA0835
 LA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL615022(NAD 83)
 LA0835
 LA0835                          SUPERSEDED SURVEY CONTROL
 LA0835
 LA0835  NGVD 29 (??/??/92)  253.956  (m)          833.19   (f) ADJ UNCH    2 0
 LA0835
 LA0835.Superseded values are not recommended for survey control.
 LA0835
 LA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0835.See file dsdata.pdf to determine how the superseded data were derived.
 LA0835
 LA0835_MARKER: DB = BENCH MARK DISK
 LA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0835_STAMPING: G 225 1947
 LA0835_MARK LOGO: CGS
 LA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0835+STABILITY: SURFACE MOTION
 LA0835
 LA0835  HISTORY     - Date     Condition        Report By
 LA0835  HISTORY     - 1947     MONUMENTED       CGS
 LA0835
 LA0835                          STATION DESCRIPTION
 LA0835
 LA0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0835'3.4 MI E FROM REIFFSBURG.
 LA0835'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 118 FROM ITS INTERSECTION
 LA0835'WITH STATE HIGHWAY 1 AT REIFFSBURG, ABOUT 1.0 MILE WEST OF THE
 LA0835'ADAMS-WELLS COUNTY LINE, AT A JOGGED CROSS ROAD, 40 FEET SOUTH
 LA0835'OF THE CENTER LINE OF THE HIGHWAY, 204 FEET EAST OF THE CENTER
 LA0835'LINE OF THE ROAD SOUTH, 18 FEET EAST OF THE PROLONGED CENTER
 LA0835'LINE OF THE ROAD NORTH, 181 FEET EAST OF A FENCE CORNER, 1 FOOT
 LA0835'NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0835'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0835'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0647 ***********************************************************************
 LA0647  DESIGNATION -  G 226
 LA0647  PID         -  LA0647
 LA0647  STATE/COUNTY-  IN/JAY
 LA0647  COUNTRY     -  US
 LA0647  USGS QUAD   -  GENEVA (2019)
 LA0647
 LA0647                         *CURRENT SURVEY CONTROL
 LA0647  ______________________________________________________________________
 LA0647* NAD 83(1986) POSITION- 40 32 27.     (N) 084 57 50.     (W)   SCALED
 LA0647* NAVD 88 ORTHO HEIGHT -   264.344 (meters)      867.27  (feet) ADJUSTED
 LA0647  ______________________________________________________________________
 LA0647  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 LA0647  DYNAMIC HEIGHT  -        264.216 (meters)      866.85  (feet) COMP
 LA0647  MODELED GRAVITY -    980,133.2   (mgal)                       NAVD 88
 LA0647
 LA0647  VERT ORDER      -  SECOND    CLASS 0
 LA0647
 LA0647.The horizontal coordinates were scaled from a map and have
 LA0647.an estimated accuracy of +/- 6 seconds.
 LA0647
 LA0647.The orthometric height was determined by differential leveling and
 LA0647.adjusted by the NATIONAL GEODETIC SURVEY
 LA0647.in June 1991.
 LA0647
 LA0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0647.GEOID18 height accuracy estimate available here.
 LA0647
 LA0647.Click photographs - Photos may exist for this station.
 LA0647
 LA0647.The dynamic height is computed by dividing the NAVD 88
 LA0647.geopotential number by the normal gravity value computed on the
 LA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0647.degrees latitude (g = 980.6199 gals.).
 LA0647
 LA0647.The modeled gravity was interpolated from observed gravity values.
 LA0647
 LA0647;                    North         East    Units  Estimated Accuracy
 LA0647;SPC IN E     -   587,810.      159,540.      MT  (+/- 180 meters Scaled)
 LA0647
 LA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK724897(NAD 83)
 LA0647
 LA0647                          SUPERSEDED SURVEY CONTROL
 LA0647
 LA0647  NGVD 29 (??/??/92)  264.493  (m)          867.76   (f) ADJ UNCH    2 0
 LA0647
 LA0647.Superseded values are not recommended for survey control.
 LA0647
 LA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0647.See file dsdata.pdf to determine how the superseded data were derived.
 LA0647
 LA0647_MARKER: DB = BENCH MARK DISK
 LA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0647_STAMPING: G 226 1947
 LA0647_MARK LOGO: CGS
 LA0647_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0647+STABILITY: SURFACE MOTION
 LA0647
 LA0647  HISTORY     - Date     Condition        Report By
 LA0647  HISTORY     - 1947     MONUMENTED       CGS
 LA0647
 LA0647                          STATION DESCRIPTION
 LA0647
 LA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0647'0.6 MI N FROM BRYANT.
 LA0647'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0647'CHURCH AT BRYANT, AT THE JUNCTION OF STATE HIGHWAY 67 LEADING
 LA0647'EAST AND STATE HIGHWAY 18 LEADING WEST, IN THE EAST CORNER OF A
 LA0647'TRIANGULAR ROAD PARK IN THE ROAD JUNCTION, 140 FEET EAST OF THE
 LA0647'CENTER LINE OF HIGHWAY 27, 35 FEET SOUTH OF THE PROLONGED CENTER
 LA0647'LINE OF HIGHWAY 18 AND THE NORTH LEG OF HIGHWAY 67, 38 FEET
 LA0647'NORTHWEST OF THE CENTER LINE OF THE SOUTH LEG OF HIGHWAY 67,
 LA0647'13.5 FEET EAST OF A 5-INCH ELM TREE IN THE TRIANGLE, 3 FEET
 LA0647'WEST OF THE WEST EDGE OF A SPREADING CEDAR PATCH, 2 FEET NORTH
 LA0647'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 LA0647'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0445 ***********************************************************************
 LA0445  DESIGNATION -  G 228
 LA0445  PID         -  LA0445
 LA0445  STATE/COUNTY-  IN/RANDOLPH
 LA0445  COUNTRY     -  US
 LA0445  USGS QUAD   -  SPARTANBURG (2019)
 LA0445
 LA0445                         *CURRENT SURVEY CONTROL
 LA0445  ______________________________________________________________________
 LA0445* NAD 83(1986) POSITION- 40 04 42.     (N) 084 49 41.     (W)   SCALED
 LA0445* NAVD 88 ORTHO HEIGHT -   352.370 (meters)     1156.07  (feet) ADJUSTED
 LA0445  ______________________________________________________________________
 LA0445  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 LA0445  DYNAMIC HEIGHT  -        352.175 (meters)     1155.43  (feet) COMP
 LA0445  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 LA0445
 LA0445  VERT ORDER      -  SECOND    CLASS 0
 LA0445
 LA0445.The horizontal coordinates were scaled from a map and have
 LA0445.an estimated accuracy of +/- 6 seconds.
 LA0445
 LA0445.The orthometric height was determined by differential leveling and
 LA0445.adjusted by the NATIONAL GEODETIC SURVEY
 LA0445.in June 1991.
 LA0445
 LA0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0445.GEOID18 height accuracy estimate available here.
 LA0445
 LA0445.Click photographs - Photos may exist for this station.
 LA0445
 LA0445.The dynamic height is computed by dividing the NAVD 88
 LA0445.geopotential number by the normal gravity value computed on the
 LA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0445.degrees latitude (g = 980.6199 gals.).
 LA0445
 LA0445.The modeled gravity was interpolated from observed gravity values.
 LA0445
 LA0445;                    North         East    Units  Estimated Accuracy
 LA0445;SPC IN E     -   536,550.      171,530.      MT  (+/- 180 meters Scaled)
 LA0445
 LA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851387(NAD 83)
 LA0445
 LA0445                          SUPERSEDED SURVEY CONTROL
 LA0445
 LA0445  NGVD 29 (??/??/92)  352.508  (m)         1156.52   (f) ADJ UNCH    2 0
 LA0445
 LA0445.Superseded values are not recommended for survey control.
 LA0445
 LA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0445.See file dsdata.pdf to determine how the superseded data were derived.
 LA0445
 LA0445_MARKER: DB = BENCH MARK DISK
 LA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0445_STAMPING: G 228 1947
 LA0445_MARK LOGO: CGS
 LA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0445+STABILITY: SURFACE MOTION
 LA0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0445+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 LA0445
 LA0445  HISTORY     - Date     Condition        Report By
 LA0445  HISTORY     - 1947     MONUMENTED       CGS
 LA0445  HISTORY     - 20030522 GOOD             GEOCAC
 LA0445
 LA0445                          STATION DESCRIPTION
 LA0445
 LA0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0445'6.3 MI N FROM BETHEL.
 LA0445'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0445'AT BETHEL, AT A CROSS ROAD, 57 FEET WEST OF THE CENTER LINE OF
 LA0445'THE HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD,
 LA0445'39 FEET WEST OF A CONCRETE FENCE CORNER POST, 1.3 FEET NORTH
 LA0445'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0445'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0445'POST PROJECTING 3 IN.
 LA0445
 LA0445                          STATION RECOVERY (2003)
 LA0445
 LA0445'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0445'CROSSROAD IS COUNTY ROAD 600 SOUTH.  FENCE LINE AND WITNESS POST ARE
 LA0445'GONE.  MARK IS 8 FEET WEST OF WAYNE COUNTY REMC POWER  POLE 1
 LA0445'11-20.9-20.8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0417 ***********************************************************************
 LA0417  DESIGNATION -  G 229
 LA0417  PID         -  LA0417
 LA0417  STATE/COUNTY-  IN/RANDOLPH
 LA0417  COUNTRY     -  US
 LA0417  USGS QUAD   -  LYNN (2019)
 LA0417
 LA0417                         *CURRENT SURVEY CONTROL
 LA0417  ______________________________________________________________________
 LA0417* NAD 83(1986) POSITION- 40 04 40.     (N) 084 59 27.     (W)   SCALED
 LA0417* NAVD 88 ORTHO HEIGHT -   361.825 (meters)     1187.09  (feet) ADJUSTED
 LA0417  ______________________________________________________________________
 LA0417  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 LA0417  DYNAMIC HEIGHT  -        361.620 (meters)     1186.41  (feet) COMP
 LA0417  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 LA0417
 LA0417  VERT ORDER      -  SECOND    CLASS 0
 LA0417
 LA0417.The horizontal coordinates were scaled from a map and have
 LA0417.an estimated accuracy of +/- 6 seconds.
 LA0417
 LA0417.The orthometric height was determined by differential leveling and
 LA0417.adjusted by the NATIONAL GEODETIC SURVEY
 LA0417.in June 1991.
 LA0417
 LA0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0417.GEOID18 height accuracy estimate available here.
 LA0417
 LA0417.Click photographs - Photos may exist for this station.
 LA0417
 LA0417.The dynamic height is computed by dividing the NAVD 88
 LA0417.geopotential number by the normal gravity value computed on the
 LA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0417.degrees latitude (g = 980.6199 gals.).
 LA0417
 LA0417.The modeled gravity was interpolated from observed gravity values.
 LA0417
 LA0417;                    North         East    Units  Estimated Accuracy
 LA0417;SPC IN E     -   536,370.      157,650.      MT  (+/- 180 meters Scaled)
 LA0417
 LA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713383(NAD 83)
 LA0417
 LA0417                          SUPERSEDED SURVEY CONTROL
 LA0417
 LA0417  NGVD 29 (??/??/92)  361.956  (m)         1187.52   (f) ADJ UNCH    2 0
 LA0417
 LA0417.Superseded values are not recommended for survey control.
 LA0417
 LA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0417.See file dsdata.pdf to determine how the superseded data were derived.
 LA0417
 LA0417_MARKER: DB = BENCH MARK DISK
 LA0417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0417_SP_SET: CULVERT HEADWALL
 LA0417_STAMPING: G 229 1947
 LA0417_MARK LOGO: CGS
 LA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0417+STABILITY: SURFACE MOTION
 LA0417
 LA0417  HISTORY     - Date     Condition        Report By
 LA0417  HISTORY     - 1947     MONUMENTED       CGS
 LA0417
 LA0417                          STATION DESCRIPTION
 LA0417
 LA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0417'3.6 MI N FROM BLOOMINGPORT.
 LA0417'ABOUT 3.6 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0417'AT BLOOMINGPORT, AT A CROSS ROAD AND AT THE WEST END OF A CORRECTION
 LA0417'JOG IN THE ROAD (THE SOUTH TANGENT BEING FURTHER EAST), 46 FEET
 LA0417'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE
 LA0417'CENTER LINE OF THE ROAD LEADING WEST, IN THE TOP OF THE SOUTHEAST
 LA0417'CORNER OF A RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A 9-INCH
 LA0417'PIPE CULVERT UNDER THE CROSS ROAD, ABOUT 1 FOOT ABOVE THE ROAD
 LA0417'AND SET IN THE TOP OF THE HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0801 ***********************************************************************
 LA0801  DESIGNATION -  G 23
 LA0801  PID         -  LA0801
 LA0801  STATE/COUNTY-  IN/WELLS
 LA0801  COUNTRY     -  US
 LA0801  USGS QUAD   -  UNIONDALE (2019)
 LA0801
 LA0801                         *CURRENT SURVEY CONTROL
 LA0801  ______________________________________________________________________
 LA0801* NAD 83(1986) POSITION- 40 50 31.     (N) 085 09 59.     (W)   SCALED
 LA0801* NAVD 88 ORTHO HEIGHT -   258.231 (meters)      847.21  (feet) ADJUSTED
 LA0801  ______________________________________________________________________
 LA0801  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 LA0801  DYNAMIC HEIGHT  -        258.113 (meters)      846.83  (feet) COMP
 LA0801  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 LA0801
 LA0801  VERT ORDER      -  SECOND    CLASS 0
 LA0801
 LA0801.The horizontal coordinates were scaled from a map and have
 LA0801.an estimated accuracy of +/- 6 seconds.
 LA0801
 LA0801.The orthometric height was determined by differential leveling and
 LA0801.adjusted by the NATIONAL GEODETIC SURVEY
 LA0801.in June 1991.
 LA0801
 LA0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0801.GEOID18 height accuracy estimate available here.
 LA0801
 LA0801.Click photographs - Photos may exist for this station.
 LA0801
 LA0801.The dynamic height is computed by dividing the NAVD 88
 LA0801.geopotential number by the normal gravity value computed on the
 LA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0801.degrees latitude (g = 980.6199 gals.).
 LA0801
 LA0801.The modeled gravity was interpolated from observed gravity values.
 LA0801
 LA0801;                    North         East    Units  Estimated Accuracy
 LA0801;SPC IN E     -   621,130.      142,190.      MT  (+/- 180 meters Scaled)
 LA0801
 LA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL545228(NAD 83)
 LA0801
 LA0801                          SUPERSEDED SURVEY CONTROL
 LA0801
 LA0801  NGVD 29 (??/??/92)  258.370  (m)          847.67   (f) ADJ UNCH    2 0
 LA0801
 LA0801.Superseded values are not recommended for survey control.
 LA0801
 LA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0801.See file dsdata.pdf to determine how the superseded data were derived.
 LA0801
 LA0801_MARKER: DB = BENCH MARK DISK
 LA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0801_STAMPING: G 23 1946
 LA0801_MARK LOGO: CGS
 LA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0801+STABILITY: SURFACE MOTION
 LA0801
 LA0801  HISTORY     - Date     Condition        Report By
 LA0801  HISTORY     - 1946     MONUMENTED       CGS
 LA0801  HISTORY     - 1968     GOOD             CGS
 LA0801
 LA0801                          STATION DESCRIPTION
 LA0801
 LA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0801'2.6 MI S FROM OSSIAN.
 LA0801'ABOUT 2.65 MILES SOUTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN,
 LA0801'0.2 MILE SOUTH OF A CROSSROAD, 99 FT. SOUTH OF A DRIVE LEADING
 LA0801'TO A TWO STORY HOUSE (WHITE) ON THE WEST SIDE OF THE HWY. 39.8 FT.
 LA0801'WEST OF THE C/L OF THE ROAD, 2.5 FT. NORTHEAST OF A FENCE T
 LA0801'CORNER, 1 FT. WEST OF THE R/W FENCE, ABOUT 2 FT. ABOVE THE LEVEL
 LA0801'OF THE HIGHWAY AND PROJECTING ABOUT 10 INCHES.  1 FT. SOUTH OF
 LA0801'A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1159 ***********************************************************************
 JZ1159  DESIGNATION -  G 230
 JZ1159  PID         -  JZ1159
 JZ1159  STATE/COUNTY-  IN/WAYNE
 JZ1159  COUNTRY     -  US
 JZ1159  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1159
 JZ1159                         *CURRENT SURVEY CONTROL
 JZ1159  ______________________________________________________________________
 JZ1159* NAD 83(1986) POSITION- 39 56 52.0    (N) 084 54 32.8    (W)   HD_HELD2
 JZ1159* NAVD 88 ORTHO HEIGHT -   333.694 (meters)     1094.79  (feet) ADJUSTED
 JZ1159  ______________________________________________________________________
 JZ1159  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 JZ1159  DYNAMIC HEIGHT  -        333.502 (meters)     1094.16  (feet) COMP
 JZ1159  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 JZ1159
 JZ1159  VERT ORDER      -  SECOND    CLASS 0
 JZ1159
 JZ1159.The horizontal coordinates were established by autonomous hand held GPS
 JZ1159.observations and have an estimated accuracy of +/- 10 meters.
 JZ1159
 JZ1159.The orthometric height was determined by differential leveling and
 JZ1159.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1159.in June 1991.
 JZ1159
 JZ1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1159.GEOID18 height accuracy estimate available here.
 JZ1159
 JZ1159.Click photographs - Photos may exist for this station.
 JZ1159
 JZ1159.The dynamic height is computed by dividing the NAVD 88
 JZ1159.geopotential number by the normal gravity value computed on the
 JZ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1159.degrees latitude (g = 980.6199 gals.).
 JZ1159
 JZ1159.The modeled gravity was interpolated from observed gravity values.
 JZ1159
 JZ1159;                    North         East    Units  Estimated Accuracy
 JZ1159;SPC IN E     -   521,994.      164,738.      MT  (+/- 10 meters HH2 GPS)
 JZ1159
 JZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7862024054(NAD 83)
 JZ1159
 JZ1159                          SUPERSEDED SURVEY CONTROL
 JZ1159
 JZ1159  NGVD 29 (??/??/92)  333.834  (m)         1095.25   (f) ADJ UNCH    2 0
 JZ1159
 JZ1159.Superseded values are not recommended for survey control.
 JZ1159
 JZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1159.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1159
 JZ1159_MARKER: DB = BENCH MARK DISK
 JZ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1159_STAMPING: G 230 1947
 JZ1159_MARK LOGO: CGS
 JZ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1159+STABILITY: SURFACE MOTION
 JZ1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1159+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1159
 JZ1159  HISTORY     - Date     Condition        Report By
 JZ1159  HISTORY     - 1947     MONUMENTED       CGS
 JZ1159  HISTORY     - 1974     GOOD             LOCSUR
 JZ1159  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1159
 JZ1159                          STATION DESCRIPTION
 JZ1159
 JZ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1159'1.1 MI SE FROM FOUNTAIN CITY.
 JZ1159'0.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1159'FOUNTAIN CITY, THENCE ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD, AT
 JZ1159'THE NORTH END OF A 100 YARD CORRECTION JOG (THE EAST TANGENT BEING
 JZ1159'FURTHER NORTH), 27 FEET NORTH OF THE CENTER LINE OF THE EAST
 JZ1159'TANGENT, 2 FEET SOUTH OF A FENCE LINE, 5 FEET SOUTHEAST OF A
 JZ1159'ROUND CONCRETE FENCE CORNER POST, 2 FEET NORTH OF THE NORTHEAST
 JZ1159'END OF A CONCRETE RETAINING WALL, 10 FEET EAST OF THE SOUTH TANGENT
 JZ1159'OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1159'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1159'PROJECTING 4 INCHES.  NOTE-- REMOVE 2 FEET SOUTH OF FENCE LINE AND
 JZ1159'2 FEET WEST OF WHITE WOODEN WITNESS POST AND 1 FOOT SOUTH OF NEW
 JZ1159'WITNESS SIGN POST.  MARK IS ON COUNTY R/W.
 JZ1159
 JZ1159                          STATION RECOVERY (1974)
 JZ1159
 JZ1159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 JZ1159'RECOVERED IN GOOD CONDITION.
 JZ1159
 JZ1159                          STATION RECOVERY (2003)
 JZ1159
 JZ1159'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1159'GRAVEL ROAD IS NOW PAVED (WEST WHITEWATER ROAD)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1099 ***********************************************************************
 LA1099  DESIGNATION -  G 231
 LA1099  PID         -  LA1099
 LA1099  STATE/COUNTY-  IN/JAY
 LA1099  COUNTRY     -  US
 LA1099  USGS QUAD   -  RIDGEVILLE (2019)
 LA1099
 LA1099                         *CURRENT SURVEY CONTROL
 LA1099  ______________________________________________________________________
 LA1099* NAD 83(1986) POSITION- 40 21 11.     (N) 085 03 52.     (W)   SCALED
 LA1099* NAVD 88 ORTHO HEIGHT -   310.333 (meters)     1018.15  (feet) ADJUSTED
 LA1099  ______________________________________________________________________
 LA1099  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 LA1099  DYNAMIC HEIGHT  -        310.175 (meters)     1017.63  (feet) COMP
 LA1099  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 LA1099
 LA1099  VERT ORDER      -  SECOND    CLASS 0
 LA1099
 LA1099.The horizontal coordinates were scaled from a map and have
 LA1099.an estimated accuracy of +/- 6 seconds.
 LA1099
 LA1099.The orthometric height was determined by differential leveling and
 LA1099.adjusted by the NATIONAL GEODETIC SURVEY
 LA1099.in June 1991.
 LA1099
 LA1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1099.GEOID18 height accuracy estimate available here.
 LA1099
 LA1099.Click photographs - Photos may exist for this station.
 LA1099
 LA1099.The dynamic height is computed by dividing the NAVD 88
 LA1099.geopotential number by the normal gravity value computed on the
 LA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1099.degrees latitude (g = 980.6199 gals.).
 LA1099
 LA1099.The modeled gravity was interpolated from observed gravity values.
 LA1099
 LA1099;                    North         East    Units  Estimated Accuracy
 LA1099;SPC IN E     -   566,890.      151,160.      MT  (+/- 180 meters Scaled)
 LA1099
 LA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK643687(NAD 83)
 LA1099
 LA1099                          SUPERSEDED SURVEY CONTROL
 LA1099
 LA1099  NGVD 29 (??/??/92)  310.479  (m)         1018.63   (f) ADJ UNCH    2 0
 LA1099
 LA1099.Superseded values are not recommended for survey control.
 LA1099
 LA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1099.See file dsdata.pdf to determine how the superseded data were derived.
 LA1099
 LA1099_MARKER: DB = BENCH MARK DISK
 LA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1099_STAMPING: G 231 1947
 LA1099_MARK LOGO: CGS
 LA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1099+STABILITY: SURFACE MOTION
 LA1099
 LA1099  HISTORY     - Date     Condition        Report By
 LA1099  HISTORY     - 1947     MONUMENTED       CGS
 LA1099
 LA1099                          STATION DESCRIPTION
 LA1099
 LA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1099'AT NEW MT PLEASANT.
 LA1099'AT NEW MT. PLEASANT, ABOUT 0.2 MILE SOUTH OF THE CROSSROADS,
 LA1099'AT THE NEW MT. PLEASANT M.E. CHURCH, 22 FEET EAST OF THE
 LA1099'NORTHEAST CORNER OF THE CHURCH, 39 FEET NORTH OF THE SOUTHEAST
 LA1099'CORNER OF THE CHURCH, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 LA1099'THE ROAD LEADING SOUTHEAST, 4 FEET WEST OF POWER POLE NO. J
 LA1099'8368, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1099'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1099'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0393 ***********************************************************************
 LA0393  DESIGNATION -  G 232
 LA0393  PID         -  LA0393
 LA0393  STATE/COUNTY-  IN/RANDOLPH
 LA0393  COUNTRY     -  US
 LA0393  USGS QUAD   -  COSMOS (2016)
 LA0393
 LA0393                         *CURRENT SURVEY CONTROL
 LA0393  ______________________________________________________________________
 LA0393* NAD 83(1986) POSITION- 40 16 03.     (N) 084 49 27.     (W)   SCALED
 LA0393* NAVD 88 ORTHO HEIGHT -   313.703 (meters)     1029.21  (feet) ADJUSTED
 LA0393  ______________________________________________________________________
 LA0393  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LA0393  DYNAMIC HEIGHT  -        313.541 (meters)     1028.68  (feet) COMP
 LA0393  MODELED GRAVITY -    980,099.8   (mgal)                       NAVD 88
 LA0393
 LA0393  VERT ORDER      -  SECOND    CLASS 0
 LA0393
 LA0393.The horizontal coordinates were scaled from a map and have
 LA0393.an estimated accuracy of +/- 6 seconds.
 LA0393
 LA0393.The orthometric height was determined by differential leveling and
 LA0393.adjusted by the NATIONAL GEODETIC SURVEY
 LA0393.in June 1991.
 LA0393
 LA0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0393.GEOID18 height accuracy estimate available here.
 LA0393
 LA0393.Click photographs - Photos may exist for this station.
 LA0393
 LA0393.The dynamic height is computed by dividing the NAVD 88
 LA0393.geopotential number by the normal gravity value computed on the
 LA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0393.degrees latitude (g = 980.6199 gals.).
 LA0393
 LA0393.The modeled gravity was interpolated from observed gravity values.
 LA0393
 LA0393;                    North         East    Units  Estimated Accuracy
 LA0393;SPC IN E     -   557,560.      171,660.      MT  (+/- 180 meters Scaled)
 LA0393
 LA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850597(NAD 83)
 LA0393
 LA0393                          SUPERSEDED SURVEY CONTROL
 LA0393
 LA0393  NGVD 29 (??/??/92)  313.854  (m)         1029.70   (f) ADJ UNCH    2 0
 LA0393
 LA0393.Superseded values are not recommended for survey control.
 LA0393
 LA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0393.See file dsdata.pdf to determine how the superseded data were derived.
 LA0393
 LA0393_MARKER: DB = BENCH MARK DISK
 LA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0393_STAMPING: G 232 1947
 LA0393_MARK LOGO: CGS
 LA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0393+STABILITY: SURFACE MOTION
 LA0393
 LA0393  HISTORY     - Date     Condition        Report By
 LA0393  HISTORY     - 1947     MONUMENTED       CGS
 LA0393
 LA0393                          STATION DESCRIPTION
 LA0393
 LA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0393'4 MI SE FROM SALEM.
 LA0393'ABOUT 1.0 MILE EAST ALONG THE RANDOLPH-JAY COUNTY LINE ROAD FROM
 LA0393'THE CROSSROADS AT SALEM, THENCE ABOUT 3.0 MILES SOUTH ALONG A
 LA0393'BLACK-TOP ROAD, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL
 LA0393'ROAD LEADING WEST, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 LA0393'75 FEET SOUTHEAST AND ACROSS THE NORTH-SOUTH ROAD FROM A T FENCE
 LA0393'CORNER POST, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 LA0393'EAST, 20 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LA0393'8 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 LA0393'POLES, 1 FOOT WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE
 LA0393'WOODEN WITNESS POST, 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE
 LA0393'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1857 ***********************************************************************
 ME1857  DESIGNATION -  G 233
 ME1857  PID         -  ME1857
 ME1857  STATE/COUNTY-  IN/LAKE
 ME1857  COUNTRY     -  US
 ME1857  USGS QUAD   -  LAKE CALUMET (2018)
 ME1857
 ME1857                         *CURRENT SURVEY CONTROL
 ME1857  ______________________________________________________________________
 ME1857* NAD 83(1986) POSITION- 41 41 11.1    (N) 087 30 02.8    (W)   HD_HELD2
 ME1857* NAVD 88 ORTHO HEIGHT -   178.517 (meters)      585.68  (feet) ADJUSTED
 ME1857  ______________________________________________________________________
 ME1857  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 ME1857  DYNAMIC HEIGHT  -        178.454 (meters)      585.48  (feet) COMP
 ME1857  MODELED GRAVITY -    980,265.1   (mgal)                       NAVD 88
 ME1857
 ME1857  VERT ORDER      -  FIRST     CLASS I
 ME1857
 ME1857.The horizontal coordinates were established by autonomous hand held GPS
 ME1857.observations and have an estimated accuracy of +/- 10 meters.
 ME1857
 ME1857.The orthometric height was determined by differential leveling and
 ME1857.adjusted by the NATIONAL GEODETIC SURVEY
 ME1857.in April 1995.
 ME1857
 ME1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1857.GEOID18 height accuracy estimate available here.
 ME1857
 ME1857.Click photographs - Photos may exist for this station.
 ME1857
 ME1857.The dynamic height is computed by dividing the NAVD 88
 ME1857.geopotential number by the normal gravity value computed on the
 ME1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1857.degrees latitude (g = 980.6199 gals.).
 ME1857
 ME1857.The modeled gravity was interpolated from observed gravity values.
 ME1857
 ME1857;                    North         East    Units  Estimated Accuracy
 ME1857;SPC IN W     -   714,874.      865,246.      MT  (+/- 10 meters HH2 GPS)
 ME1857
 ME1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5832315081(NAD 83)
 ME1857
 ME1857                          SUPERSEDED SURVEY CONTROL
 ME1857
 ME1857  NAVD 88 (06/15/91)  178.521  (m)          585.70   (f) SUPERSEDED  1 1
 ME1857  NGVD 29 (01/19/93)  178.627  (m)          586.05   (f) ADJUSTED    1 1
 ME1857  NGVD 29 (??/??/92)  178.633  (m)          586.07   (f) SUPERSEDED  1 1
 ME1857
 ME1857.Superseded values are not recommended for survey control.
 ME1857
 ME1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1857.See file dsdata.pdf to determine how the superseded data were derived.
 ME1857
 ME1857_MARKER: DB = BENCH MARK DISK
 ME1857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1857_SP_SET: FOUNDATION
 ME1857_STAMPING: G 233 1947
 ME1857_MARK LOGO: CGS
 ME1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1857+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME1857
 ME1857  HISTORY     - Date     Condition        Report By
 ME1857  HISTORY     - 1947     MONUMENTED       CGS
 ME1857  HISTORY     - 1968     GOOD             CGS
 ME1857  HISTORY     - 1976     GOOD             LOCSUR
 ME1857  HISTORY     - 19920806 GOOD             NGS
 ME1857  HISTORY     - 20210226 GOOD             IN-089
 ME1857
 ME1857                          STATION DESCRIPTION
 ME1857
 ME1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1857'0.6 MI SE FROM HAMMOND.
 ME1857'ABOUT 0.55 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1857'THE CROSSING OF CALUMET AVENUE AT HAMMOND, SET VERTICALLY IN THE
 ME1857'WEST FACE OF THE LIMESTONE FOUNDATION OF THE DISTRICT OF HAMMOND
 ME1857'SANITARY BRICK BLDG, NEAR THE JUNCTION OF ATCHISON AVE, OHIO
 ME1857'AVE AND 115 TH STREET, ABOUT 150 FEET SOUTHWEST OF THE PENN
 ME1857'CENTRAL RAILROAD, 59 FEET SOUTH OF THE CENTER LINE OF 115 TH
 ME1857'STREET, 141 FEET WEST OF THE CENTER LINE OF THE AVENUE, 23.5 FEET
 ME1857'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 1 1/2 FEET
 ME1857'ABOVE THE LEVEL OF THE GROUND.  SEC 6, T37N, R 10 W.  NOTE-- MARK
 ME1857'MAY BE REACHED BY GOING ABOUT 0.75 MILE NORTHWEST ALONG THE PENN
 ME1857'CENTRAL RAILROAD FROM THE CROSSING OF 119 TH STREET AT WHITING,
 ME1857'INDIANA.
 ME1857
 ME1857                          STATION RECOVERY (1976)
 ME1857
 ME1857'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME1857'RECOVERED IN GOOD CONDITION.
 ME1857
 ME1857                          STATION RECOVERY (1992)
 ME1857
 ME1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1857'IN HAMMOND, AT THE INTERSECTION OF 115TH STREET AND ATCHISON AVENUE,
 ME1857'SET VERTICALLY IN THE WEST FACE OF THE STONE FOUNDATION OF A BUILDING
 ME1857'AT THE HAMMOND SANITARY DEPARTMENT, 43.2 M (141.7 FT) WEST OF THE
 ME1857'AVENUE CENTERLINE, 17.6 M (57.7 FT) SOUTH OF THE STREET CENTER, 7.2 M
 ME1857'(23.6 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 4.8 M
 ME1857'(15.7 FT) EAST OF THE CENTER OF AN ALLEY, AND 0.5 M (1.6 FT) ABOVE
 ME1857'THE GROUND SURFACE.
 ME1857
 ME1857                          STATION RECOVERY (2021)
 ME1857
 ME1857'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1189 ***********************************************************************
 LA1189  DESIGNATION -  G 234
 LA1189  PID         -  LA1189
 LA1189  STATE/COUNTY-  IN/DELAWARE
 LA1189  COUNTRY     -  US
 LA1189  USGS QUAD   -  EATON (2019)
 LA1189
 LA1189                         *CURRENT SURVEY CONTROL
 LA1189  ______________________________________________________________________
 LA1189* NAD 83(1986) POSITION- 40 20 58.     (N) 085 22 09.     (W)   SCALED
 LA1189* NAVD 88 ORTHO HEIGHT -   287.139 (meters)      942.06  (feet) ADJUSTED
 LA1189  ______________________________________________________________________
 LA1189  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 LA1189  DYNAMIC HEIGHT  -        286.992 (meters)      941.57  (feet) COMP
 LA1189  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LA1189
 LA1189  VERT ORDER      -  SECOND    CLASS 0
 LA1189
 LA1189.The horizontal coordinates were scaled from a map and have
 LA1189.an estimated accuracy of +/- 6 seconds.
 LA1189
 LA1189.The orthometric height was determined by differential leveling and
 LA1189.adjusted by the NATIONAL GEODETIC SURVEY
 LA1189.in June 1991.
 LA1189
 LA1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1189.GEOID18 height accuracy estimate available here.
 LA1189
 LA1189.Click photographs - Photos may exist for this station.
 LA1189
 LA1189.The dynamic height is computed by dividing the NAVD 88
 LA1189.geopotential number by the normal gravity value computed on the
 LA1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1189.degrees latitude (g = 980.6199 gals.).
 LA1189
 LA1189.The modeled gravity was interpolated from observed gravity values.
 LA1189
 LA1189;                    North         East    Units  Estimated Accuracy
 LA1189;SPC IN E     -   566,360.      125,270.      MT  (+/- 180 meters Scaled)
 LA1189
 LA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384678(NAD 83)
 LA1189
 LA1189                          SUPERSEDED SURVEY CONTROL
 LA1189
 LA1189  NGVD 29 (??/??/92)  287.273  (m)          942.49   (f) ADJ UNCH    2 0
 LA1189
 LA1189.Superseded values are not recommended for survey control.
 LA1189
 LA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1189.See file dsdata.pdf to determine how the superseded data were derived.
 LA1189
 LA1189_MARKER: DB = BENCH MARK DISK
 LA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1189_STAMPING: G 234 1947
 LA1189_MARK LOGO: CGS
 LA1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1189+STABILITY: SURFACE MOTION
 LA1189
 LA1189  HISTORY     - Date     Condition        Report By
 LA1189  HISTORY     - 1947     MONUMENTED       CGS
 LA1189
 LA1189                          STATION DESCRIPTION
 LA1189
 LA1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1189'7 MI S FROM HARTFORD CITY.
 LA1189'ABOUT 6.95 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1189'WITH STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, AT ORVAL WILLIAMS
 LA1189'FARM, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 LA1189'NORTH OF THE CENTER LINE OF A FIELD ENTRANCE, 27 FEET NORTHEAST
 LA1189'OF TELEPHONE POLE NO. 458 1/2, 6.5 FEET NORTH OF A GATE POST,
 LA1189'1.5 FEET WEST OF THE FENCE LINE, 20 FEET NORTH OF A HIGHWAY
 LA1189'R/W MARKER POST, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1189'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1189'PROJECTING 5 INCHES.  NOTE-- MARK IS ABOUT 5.95 MILES NORTH ALONG
 LA1189'STATE HIGHWAY 3 FROM THE HIGH SCHOOL AT ROYERTON, DELAWARE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2366 ***********************************************************************
 JZ2366  DESIGNATION -  G 235
 JZ2366  PID         -  JZ2366
 JZ2366  STATE/COUNTY-  IN/HANCOCK
 JZ2366  COUNTRY     -  US
 JZ2366  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2366
 JZ2366                         *CURRENT SURVEY CONTROL
 JZ2366  ______________________________________________________________________
 JZ2366* NAD 83(1986) POSITION- 39 54 41.     (N) 085 53 26.     (W)   SCALED
 JZ2366* NAVD 88 ORTHO HEIGHT -   262.095 (meters)      859.89  (feet) ADJUSTED
 JZ2366  ______________________________________________________________________
 JZ2366  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 JZ2366  DYNAMIC HEIGHT  -        261.949 (meters)      859.41  (feet) COMP
 JZ2366  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 JZ2366
 JZ2366  VERT ORDER      -  FIRST     CLASS II
 JZ2366
 JZ2366.The horizontal coordinates were scaled from a map and have
 JZ2366.an estimated accuracy of +/- 6 seconds.
 JZ2366
 JZ2366.The orthometric height was determined by differential leveling and
 JZ2366.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2366.in June 1991.
 JZ2366
 JZ2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2366.GEOID18 height accuracy estimate available here.
 JZ2366
 JZ2366.Click photographs - Photos may exist for this station.
 JZ2366
 JZ2366.The dynamic height is computed by dividing the NAVD 88
 JZ2366.geopotential number by the normal gravity value computed on the
 JZ2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2366.degrees latitude (g = 980.6199 gals.).
 JZ2366
 JZ2366.The modeled gravity was interpolated from observed gravity values.
 JZ2366
 JZ2366;                    North         East    Units  Estimated Accuracy
 JZ2366;SPC IN E     -   517,700.       80,860.      MT  (+/- 180 meters Scaled)
 JZ2366
 JZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK948185(NAD 83)
 JZ2366
 JZ2366                          SUPERSEDED SURVEY CONTROL
 JZ2366
 JZ2366  NGVD 29 (??/??/92)  262.228  (m)          860.33   (f) ADJ UNCH    1 2
 JZ2366
 JZ2366.Superseded values are not recommended for survey control.
 JZ2366
 JZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2366.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2366
 JZ2366_MARKER: DB = BENCH MARK DISK
 JZ2366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2366_SP_SET: CULVERT HEADWALL
 JZ2366_STAMPING: G 235 1947
 JZ2366_MARK LOGO: CGS
 JZ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2366+STABILITY: SURFACE MOTION
 JZ2366
 JZ2366  HISTORY     - Date     Condition        Report By
 JZ2366  HISTORY     - 1947     MONUMENTED       CGS
 JZ2366  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2366  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2366
 JZ2366                          STATION DESCRIPTION
 JZ2366
 JZ2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2366'2.8 MI SW FROM FORTVILLE.
 JZ2366'ABOUT 2.85 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2366'FROM THE STATION AT FORTVILLE, ABOUT 7 1/2 RAILS SOUTHWEST OF
 JZ2366'A PRIVATE ROAD CROSSING, SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 JZ2366'HEAD WALL OF RAILROAD CULVERT NO. 436, 58 FEET NORTHEAST OF MILE
 JZ2366'POST 266, 9.5 FEET NORTHWEST OF AND ABOUT 1.5 FEET BELOW THE
 JZ2366'RAIL.
 JZ2366
 JZ2366                          STATION RECOVERY (1999)
 JZ2366
 JZ2366'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2366'MARK NOT FOUND.
 JZ2366
 JZ2366                          STATION RECOVERY (2009)
 JZ2366
 JZ2366'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2366'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2328 ***********************************************************************
 JZ2328  DESIGNATION -  G 236
 JZ2328  PID         -  JZ2328
 JZ2328  STATE/COUNTY-  IN/MADISON
 JZ2328  COUNTRY     -  US
 JZ2328  USGS QUAD   -  INGALLS (2019)
 JZ2328
 JZ2328                         *CURRENT SURVEY CONTROL
 JZ2328  ______________________________________________________________________
 JZ2328* NAD 83(1986) POSITION- 39 59 15.27   (N) 085 50 34.36   (W)   HD_HELD1
 JZ2328* NAVD 88 ORTHO HEIGHT -   263.394 (meters)      864.15  (feet) ADJUSTED
 JZ2328  ______________________________________________________________________
 JZ2328  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ2328  DYNAMIC HEIGHT  -        263.249 (meters)      863.68  (feet) COMP
 JZ2328  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 JZ2328
 JZ2328  VERT ORDER      -  SECOND    CLASS 0
 JZ2328
 JZ2328.The horizontal coordinates were determined by differentially corrected
 JZ2328.hand held GPS observations or other comparable positioning techniques
 JZ2328.and have an estimated accuracy of +/- 3 meters.
 JZ2328
 JZ2328.The orthometric height was determined by differential leveling and
 JZ2328.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2328.in June 1991.
 JZ2328
 JZ2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2328.GEOID18 height accuracy estimate available here.
 JZ2328
 JZ2328.Click photographs - Photos may exist for this station.
 JZ2328
 JZ2328.The dynamic height is computed by dividing the NAVD 88
 JZ2328.geopotential number by the normal gravity value computed on the
 JZ2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2328.degrees latitude (g = 980.6199 gals.).
 JZ2328
 JZ2328.The modeled gravity was interpolated from observed gravity values.
 JZ2328
 JZ2328;                    North         East    Units  Estimated Accuracy
 JZ2328;SPC IN E     -   526,153.0      84,950.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2328
 JZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9879027019(NAD 83)
 JZ2328
 JZ2328                          SUPERSEDED SURVEY CONTROL
 JZ2328
 JZ2328  NGVD 29 (??/??/92)  263.526  (m)          864.58   (f) ADJ UNCH    2 0
 JZ2328
 JZ2328.Superseded values are not recommended for survey control.
 JZ2328
 JZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2328.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2328
 JZ2328_MARKER: DB = BENCH MARK DISK
 JZ2328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2328_SP_SET: FOUNDATION
 JZ2328_STAMPING: G 236 1947
 JZ2328_MARK LOGO: CGS
 JZ2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2328+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 JZ2328
 JZ2328  HISTORY     - Date     Condition        Report By
 JZ2328  HISTORY     - 1947     MONUMENTED       CGS
 JZ2328  HISTORY     - 20080123 GOOD             PICI
 JZ2328
 JZ2328                          STATION DESCRIPTION
 JZ2328
 JZ2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2328'4 MI N FROM FORTVILLE.
 JZ2328'ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2328'WITH STATE HIGHWAY 238 AT FORTVILLE, AT CENTER SCHOOL, SET
 JZ2328'VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE
 JZ2328'BRICK SCHOOL, 1.5 FEET SOUTH OF THE NORTHWEST CORNER AND 1.3
 JZ2328'FEET ABOVE THE GROUND.
 JZ2328
 JZ2328                          STATION RECOVERY (2008)
 JZ2328
 JZ2328'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (JF)
 JZ2328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0274 ***********************************************************************
 KA0274  DESIGNATION -  G 237
 KA0274  PID         -  KA0274
 KA0274  STATE/COUNTY-  IN/MARION
 KA0274  COUNTRY     -  US
 KA0274  USGS QUAD   -  FISHERS (2019)
 KA0274
 KA0274                         *CURRENT SURVEY CONTROL
 KA0274  ______________________________________________________________________
 KA0274* NAD 83(1986) POSITION- 39 55 36.     (N) 086 01 57.     (W)   SCALED
 KA0274* NAVD 88 ORTHO HEIGHT -   250.587 (meters)      822.13  (feet) ADJUSTED
 KA0274  ______________________________________________________________________
 KA0274  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 KA0274  DYNAMIC HEIGHT  -        250.448 (meters)      821.68  (feet) COMP
 KA0274  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 KA0274
 KA0274  VERT ORDER      -  SECOND    CLASS 0
 KA0274
 KA0274.The horizontal coordinates were scaled from a map and have
 KA0274.an estimated accuracy of +/- 6 seconds.
 KA0274
 KA0274.The orthometric height was determined by differential leveling and
 KA0274.adjusted by the NATIONAL GEODETIC SURVEY
 KA0274.in June 1991.
 KA0274
 KA0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0274.GEOID18 height accuracy estimate available here.
 KA0274
 KA0274.Click photographs - Photos may exist for this station.
 KA0274
 KA0274.The dynamic height is computed by dividing the NAVD 88
 KA0274.geopotential number by the normal gravity value computed on the
 KA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0274.degrees latitude (g = 980.6199 gals.).
 KA0274
 KA0274.The modeled gravity was interpolated from observed gravity values.
 KA0274
 KA0274;                    North         East    Units  Estimated Accuracy
 KA0274;SPC IN E     -   519,440.       68,730.      MT  (+/- 180 meters Scaled)
 KA0274
 KA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK826200(NAD 83)
 KA0274
 KA0274                          SUPERSEDED SURVEY CONTROL
 KA0274
 KA0274  NGVD 29 (??/??/92)  250.717  (m)          822.56   (f) ADJ UNCH    2 0
 KA0274
 KA0274.Superseded values are not recommended for survey control.
 KA0274
 KA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0274.See file dsdata.pdf to determine how the superseded data were derived.
 KA0274
 KA0274_MARKER: DB = BENCH MARK DISK
 KA0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0274_STAMPING: G 237 1947
 KA0274_MARK LOGO: CGS
 KA0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0274+STABILITY: SURFACE MOTION
 KA0274
 KA0274  HISTORY     - Date     Condition        Report By
 KA0274  HISTORY     - 1947     MONUMENTED       CGS
 KA0274  HISTORY     - 1976     GOOD             LOCSUR
 KA0274  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 KA0274
 KA0274                          STATION DESCRIPTION
 KA0274
 KA0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0274'3 MI SW FROM FISHERS.
 KA0274'ABOUT 1.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 KA0274'AT FISHERS, THENCE ABOUT 1.05 MILES WEST ALONG THE HAMILTON-MARION
 KA0274'COUNTY LINE ROAD, AT THE CROSSING OF HAGUE ROAD, ABOUT 0.2 MILE
 KA0274'EAST OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 KA0274'RAILROAD, 25.5 FEET SOUTH OF THE CENTER LINE OF THE COUNTY LINE
 KA0274'ROAD, 32 FEET EAST OF THE CENTER LINE OF HAGUE ROAD, 15 FEET
 KA0274'WEST-NORTHWEST OF A 30-INCH OAK TREE, 16 FEET EAST OF A POWER
 KA0274'POLE, 3 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE
 KA0274'LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1.2
 KA0274'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA0274'PROJECTING 6 INCHES.
 KA0274
 KA0274                          STATION RECOVERY (1976)
 KA0274
 KA0274'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0274'RECOVERED IN GOOD CONDITION.
 KA0274
 KA0274                          STATION RECOVERY (1995)
 KA0274
 KA0274'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2471 ***********************************************************************
 JZ2471  DESIGNATION -  G 238
 JZ2471  PID         -  JZ2471
 JZ2471  STATE/COUNTY-  IN/HANCOCK
 JZ2471  COUNTRY     -  US
 JZ2471  USGS QUAD   -  ACTON (2019)
 JZ2471
 JZ2471                         *CURRENT SURVEY CONTROL
 JZ2471  ______________________________________________________________________
 JZ2471* NAD 83(1986) POSITION- 39 44 29.     (N) 085 55 58.     (W)   SCALED
 JZ2471* NAVD 88 ORTHO HEIGHT -   254.816 (meters)      836.01  (feet) ADJUSTED
 JZ2471  ______________________________________________________________________
 JZ2471  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 JZ2471  DYNAMIC HEIGHT  -        254.670 (meters)      835.53  (feet) COMP
 JZ2471  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 JZ2471
 JZ2471  VERT ORDER      -  SECOND    CLASS 0
 JZ2471
 JZ2471.The horizontal coordinates were scaled from a map and have
 JZ2471.an estimated accuracy of +/- 6 seconds.
 JZ2471
 JZ2471.The orthometric height was determined by differential leveling and
 JZ2471.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2471.in June 1991.
 JZ2471
 JZ2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2471.GEOID18 height accuracy estimate available here.
 JZ2471
 JZ2471.Click photographs - Photos may exist for this station.
 JZ2471
 JZ2471.The dynamic height is computed by dividing the NAVD 88
 JZ2471.geopotential number by the normal gravity value computed on the
 JZ2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2471.degrees latitude (g = 980.6199 gals.).
 JZ2471
 JZ2471.The modeled gravity was interpolated from observed gravity values.
 JZ2471
 JZ2471;                    North         East    Units  Estimated Accuracy
 JZ2471;SPC IN E     -   498,840.       77,190.      MT  (+/- 180 meters Scaled)
 JZ2471
 JZ2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ914995(NAD 83)
 JZ2471
 JZ2471                          SUPERSEDED SURVEY CONTROL
 JZ2471
 JZ2471  NGVD 29 (??/??/92)  254.926  (m)          836.37   (f) ADJ UNCH    2 0
 JZ2471
 JZ2471.Superseded values are not recommended for survey control.
 JZ2471
 JZ2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2471.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2471
 JZ2471_MARKER: DB = BENCH MARK DISK
 JZ2471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2471_SP_SET: BRIDGE
 JZ2471_STAMPING: G 238 1947
 JZ2471_MARK LOGO: CGS
 JZ2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2471
 JZ2471  HISTORY     - Date     Condition        Report By
 JZ2471  HISTORY     - 1947     MONUMENTED       CGS
 JZ2471  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2471
 JZ2471                          STATION DESCRIPTION
 JZ2471
 JZ2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2471'3.8 MI SE FROM CUMBERLAND.
 JZ2471'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2471'AT CUMBERLAND, THENCE 2.55 MILES SOUTH ALONG THE COUNTY LINE
 JZ2471'ROAD, THENCE 1.0 MILE EAST ALONG A ROAD LEADING EAST, AT A
 JZ2471'NORTH-SOUTH ROAD INTERSECTION, IN THE SOUTHEAST QUARTER OF THE
 JZ2471'INTERSECTION, IN THE TOP OF THE NORTH END OF THE EAST RAILING
 JZ2471'OF A 12-FOOT CONCRETE BRIDGE UNDER THE NORTH-SOUTH ROAD, 17
 JZ2471'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 9.5 FEET
 JZ2471'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AND ABOUT 2 1/2
 JZ2471'FEET ABOVE ROAD LEVEL.
 JZ2471
 JZ2471                          STATION RECOVERY (2009)
 JZ2471
 JZ2471'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2471'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2576 ***********************************************************************
 JZ2576  DESIGNATION -  G 239
 JZ2576  PID         -  JZ2576
 JZ2576  STATE/COUNTY-  IN/HANCOCK
 JZ2576  COUNTRY     -  US
 JZ2576  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2576
 JZ2576                         *CURRENT SURVEY CONTROL
 JZ2576  ______________________________________________________________________
 JZ2576* NAD 83(1986) POSITION- 39 42 32.     (N) 085 50 17.     (W)   SCALED
 JZ2576* NAVD 88 ORTHO HEIGHT -   250.204 (meters)      820.88  (feet) ADJUSTED
 JZ2576  ______________________________________________________________________
 JZ2576  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 JZ2576  DYNAMIC HEIGHT  -        250.060 (meters)      820.41  (feet) COMP
 JZ2576  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2576
 JZ2576  VERT ORDER      -  SECOND    CLASS 0
 JZ2576
 JZ2576.The horizontal coordinates were scaled from a map and have
 JZ2576.an estimated accuracy of +/- 6 seconds.
 JZ2576
 JZ2576.The orthometric height was determined by differential leveling and
 JZ2576.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2576.in June 1991.
 JZ2576
 JZ2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2576.GEOID18 height accuracy estimate available here.
 JZ2576
 JZ2576.Click photographs - Photos may exist for this station.
 JZ2576
 JZ2576.The dynamic height is computed by dividing the NAVD 88
 JZ2576.geopotential number by the normal gravity value computed on the
 JZ2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2576.degrees latitude (g = 980.6199 gals.).
 JZ2576
 JZ2576.The modeled gravity was interpolated from observed gravity values.
 JZ2576
 JZ2576;                    North         East    Units  Estimated Accuracy
 JZ2576;SPC IN E     -   495,210.       85,300.      MT  (+/- 180 meters Scaled)
 JZ2576
 JZ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ996960(NAD 83)
 JZ2576
 JZ2576                          SUPERSEDED SURVEY CONTROL
 JZ2576
 JZ2576  NGVD 29 (??/??/92)  250.320  (m)          821.26   (f) ADJ UNCH    2 0
 JZ2576
 JZ2576.Superseded values are not recommended for survey control.
 JZ2576
 JZ2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2576.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2576
 JZ2576_MARKER: DB = BENCH MARK DISK
 JZ2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2576_STAMPING: G 239 1947
 JZ2576_MARK LOGO: CGS
 JZ2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2576+STABILITY: SURFACE MOTION
 JZ2576
 JZ2576  HISTORY     - Date     Condition        Report By
 JZ2576  HISTORY     - 1947     MONUMENTED       CGS
 JZ2576  HISTORY     - 1973     GOOD             NGS
 JZ2576  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2576
 JZ2576                          STATION DESCRIPTION
 JZ2576
 JZ2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2576'1 MI NW FROM CARROLLTON.
 JZ2576'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2576'CHURCH AT CARROLLTON, IN THE NORTHEAST ANGLE OF THE JUNCTION
 JZ2576'OF A GRAVEL ROAD LEADING NORTH, 37 FEET NORTHEAST OF THE CENTER
 JZ2576'LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 JZ2576'ROAD, 12 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 JZ2576'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JZ2576'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2576'PROJECTING ABOUT 6 INCHES.
 JZ2576
 JZ2576                          STATION RECOVERY (1973)
 JZ2576
 JZ2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2576'RECOVERED IN GOOD CONDITION.
 JZ2576
 JZ2576                          STATION RECOVERY (2009)
 JZ2576
 JZ2576'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2576'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0676 ***********************************************************************
 ME0676  DESIGNATION -  G 24
 ME0676  PID         -  ME0676
 ME0676  STATE/COUNTY-  IN/STARKE
 ME0676  COUNTRY     -  US
 ME0676  USGS QUAD   -  NORTH JUDSON (2019)
 ME0676
 ME0676                         *CURRENT SURVEY CONTROL
 ME0676  ______________________________________________________________________
 ME0676* NAD 83(1986) POSITION- 41 13 16.     (N) 086 46 25.     (W)   SCALED
 ME0676* NAVD 88 ORTHO HEIGHT -   212.726 (meters)      697.92  (feet) ADJUSTED
 ME0676  ______________________________________________________________________
 ME0676  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME0676  DYNAMIC HEIGHT  -        212.636 (meters)      697.62  (feet) COMP
 ME0676  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 ME0676
 ME0676  VERT ORDER      -  SECOND    CLASS 0
 ME0676
 ME0676.The horizontal coordinates were scaled from a map and have
 ME0676.an estimated accuracy of +/- 6 seconds.
 ME0676
 ME0676.The orthometric height was determined by differential leveling and
 ME0676.adjusted by the NATIONAL GEODETIC SURVEY
 ME0676.in June 1991.
 ME0676
 ME0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0676.GEOID18 height accuracy estimate available here.
 ME0676
 ME0676.Click photographs - Photos may exist for this station.
 ME0676
 ME0676.The dynamic height is computed by dividing the NAVD 88
 ME0676.geopotential number by the normal gravity value computed on the
 ME0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0676.degrees latitude (g = 980.6199 gals.).
 ME0676
 ME0676.The modeled gravity was interpolated from observed gravity values.
 ME0676
 ME0676;                    North         East    Units  Estimated Accuracy
 ME0676;SPC IN W     -   663,160.      925,970.      MT  (+/- 180 meters Scaled)
 ME0676
 ME0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL189633(NAD 83)
 ME0676
 ME0676                          SUPERSEDED SURVEY CONTROL
 ME0676
 ME0676  NGVD 29 (??/??/92)  212.826  (m)          698.25   (f) ADJ UNCH    2 0
 ME0676
 ME0676.Superseded values are not recommended for survey control.
 ME0676
 ME0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0676.See file dsdata.pdf to determine how the superseded data were derived.
 ME0676
 ME0676_MARKER: DB = BENCH MARK DISK
 ME0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0676_STAMPING: G 24 1934
 ME0676_MARK LOGO: CGS
 ME0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0676+STABILITY: SURFACE MOTION
 ME0676
 ME0676  HISTORY     - Date     Condition        Report By
 ME0676  HISTORY     - 1934     MONUMENTED       CGS
 ME0676  HISTORY     - 1946     GOOD             CGS
 ME0676  HISTORY     - 1960     GOOD             USGS
 ME0676
 ME0676                          STATION DESCRIPTION
 ME0676
 ME0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0676'AT NORTH JUDSON.
 ME0676'AT NORTH JUDSON, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF THE
 ME0676'NEW YORK CENTRAL AND ERIE RAILROADS AND THE CHESAPEAKE AND OHIO
 ME0676'RAILWAY, AT THE FIRST GRADE CROSSING EAST OF THE STATION, 55 FEET
 ME0676'SOUTH OF THE SOUTH RAIL OF THE MAIN N.Y.C.R.R. TRACK, 135 FEET
 ME0676'EAST OF THE CENTER LINE OF THE ROAD CROSSING THE TRACK, 25 FEET
 ME0676'NORTHWEST OF THE CENTER LINE OF A CINDER ROAD, 13 FEET SOUTHWEST OF
 ME0676'A TELEPHONE POLE, 13.3 FEET SOUTH OF THE SOUTH RAIL OF A SPUR
 ME0676'TRACK, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME0676'POST PROJECTING ABOUT 3 INCHES.  NOTE-- THE POST IS TILTED.
 ME0676
 ME0676                          STATION RECOVERY (1960)
 ME0676
 ME0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ME0676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2435 ***********************************************************************
 JZ2435  DESIGNATION -  G 240
 JZ2435  PID         -  JZ2435
 JZ2435  STATE/COUNTY-  IN/MADISON
 JZ2435  COUNTRY     -  US
 JZ2435  USGS QUAD   -  PENDLETON (2019)
 JZ2435
 JZ2435                         *CURRENT SURVEY CONTROL
 JZ2435  ______________________________________________________________________
 JZ2435* NAD 83(1986) POSITION- 39 59 22.     (N) 085 40 56.     (W)   SCALED
 JZ2435* NAVD 88 ORTHO HEIGHT -   273.465 (meters)      897.19  (feet) ADJUSTED
 JZ2435  ______________________________________________________________________
 JZ2435  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 JZ2435  DYNAMIC HEIGHT  -        273.314 (meters)      896.70  (feet) COMP
 JZ2435  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 JZ2435
 JZ2435  VERT ORDER      -  SECOND    CLASS 0
 JZ2435
 JZ2435.The horizontal coordinates were scaled from a map and have
 JZ2435.an estimated accuracy of +/- 6 seconds.
 JZ2435
 JZ2435.The orthometric height was determined by differential leveling and
 JZ2435.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2435.in June 1991.
 JZ2435
 JZ2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2435.GEOID18 height accuracy estimate available here.
 JZ2435
 JZ2435.Click photographs - Photos may exist for this station.
 JZ2435
 JZ2435.The dynamic height is computed by dividing the NAVD 88
 JZ2435.geopotential number by the normal gravity value computed on the
 JZ2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2435.degrees latitude (g = 980.6199 gals.).
 JZ2435
 JZ2435.The modeled gravity was interpolated from observed gravity values.
 JZ2435
 JZ2435;                    North         East    Units  Estimated Accuracy
 JZ2435;SPC IN E     -   526,350.       98,670.      MT  (+/- 180 meters Scaled)
 JZ2435
 JZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK125274(NAD 83)
 JZ2435
 JZ2435                          SUPERSEDED SURVEY CONTROL
 JZ2435
 JZ2435  NGVD 29 (??/??/92)  273.598  (m)          897.63   (f) ADJ UNCH    2 0
 JZ2435
 JZ2435.Superseded values are not recommended for survey control.
 JZ2435
 JZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2435.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2435
 JZ2435_MARKER: DB = BENCH MARK DISK
 JZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2435_STAMPING: G 240 1947
 JZ2435_MARK LOGO: CGS
 JZ2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2435+STABILITY: SURFACE MOTION
 JZ2435
 JZ2435  HISTORY     - Date     Condition        Report By
 JZ2435  HISTORY     - 1947     MONUMENTED       CGS
 JZ2435
 JZ2435                          STATION DESCRIPTION
 JZ2435
 JZ2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2435'3.4 MI SE FROM PENDLETON.
 JZ2435'ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE
 JZ2435'PUBLIC LIBRARY AT PENDLETON, IN THE SOUTHEAST ANGLE OF THE
 JZ2435'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 33 FEET SOUTH OF
 JZ2435'THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE
 JZ2435'OF THE NORTH-SOUTH ROAD, 15.5 FEET EAST OF A FENCE CORNER AND
 JZ2435'POWER POLE NUMBER 68-563, 1 FOOT NORTH OF A FENCE LINE, 1 1/2
 JZ2435'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 JZ2435'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2435'ABOUT 6 INCHES.  NOTE-- THIS MARK IS ABOUT 3.8 MILES NORTHWEST
 JZ2435'ALONG STATE HIGHWAY 38 FROM THE CROSSROADS AT MARKLEVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2494 ***********************************************************************
 JZ2494  DESIGNATION -  G 241
 JZ2494  PID         -  JZ2494
 JZ2494  STATE/COUNTY-  IN/HANCOCK
 JZ2494  COUNTRY     -  US
 JZ2494  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2494
 JZ2494                         *CURRENT SURVEY CONTROL
 JZ2494  ______________________________________________________________________
 JZ2494* NAD 83(1986) POSITION- 39 44 32.67   (N) 085 50 20.19   (W)   HD_HELD1
 JZ2494* NAVD 88 ORTHO HEIGHT -   257.865 (meters)      846.01  (feet) ADJUSTED
 JZ2494  ______________________________________________________________________
 JZ2494  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ2494  DYNAMIC HEIGHT  -        257.717 (meters)      845.53  (feet) COMP
 JZ2494  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 JZ2494
 JZ2494  VERT ORDER      -  SECOND    CLASS 0
 JZ2494
 JZ2494.The horizontal coordinates were determined by differentially corrected
 JZ2494.hand held GPS observations or other comparable positioning techniques
 JZ2494.and have an estimated accuracy of +/- 3 meters.
 JZ2494
 JZ2494.The orthometric height was determined by differential leveling and
 JZ2494.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2494.in June 1991.
 JZ2494
 JZ2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2494.GEOID18 height accuracy estimate available here.
 JZ2494
 JZ2494.Click photographs - Photos may exist for this station.
 JZ2494
 JZ2494.The dynamic height is computed by dividing the NAVD 88
 JZ2494.geopotential number by the normal gravity value computed on the
 JZ2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2494.degrees latitude (g = 980.6199 gals.).
 JZ2494
 JZ2494.The modeled gravity was interpolated from observed gravity values.
 JZ2494
 JZ2494;                    North         East    Units  Estimated Accuracy
 JZ2494;SPC IN E     -   498,931.8      85,234.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2494
 JZ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9948099812(NAD 83)
 JZ2494
 JZ2494                          SUPERSEDED SURVEY CONTROL
 JZ2494
 JZ2494  NGVD 29 (??/??/92)  257.982  (m)          846.40   (f) ADJ UNCH    2 0
 JZ2494
 JZ2494.Superseded values are not recommended for survey control.
 JZ2494
 JZ2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2494.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2494
 JZ2494_MARKER: DB = BENCH MARK DISK
 JZ2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2494_STAMPING: G 241 1947
 JZ2494_MARK LOGO: CGS
 JZ2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2494+STABILITY: SURFACE MOTION
 JZ2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2494+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2494
 JZ2494  HISTORY     - Date     Condition        Report By
 JZ2494  HISTORY     - 1947     MONUMENTED       CGS
 JZ2494  HISTORY     - 1973     GOOD             NGS
 JZ2494  HISTORY     - 20090203 GOOD             IN-059
 JZ2494
 JZ2494                          STATION DESCRIPTION
 JZ2494
 JZ2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2494'2.8 MI S FROM PHILADELPHIA.
 JZ2494'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2494'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2494'IN THE SOUTHWEST QUARTER OF THE INTERSECTION WITH AN EAST-WEST
 JZ2494'GRAVEL ROAD, 28.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2494'NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2494'EAST-WEST ROAD, 6 FEET EAST OF A TELEPHONE POLE, 10 FEET WEST
 JZ2494'OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, ABOUT LEVEL
 JZ2494'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2494'ABOUT 6 INCHES.
 JZ2494
 JZ2494                          STATION RECOVERY (1973)
 JZ2494
 JZ2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2494'RECOVERED IN GOOD CONDITION.
 JZ2494
 JZ2494                          STATION RECOVERY (2009)
 JZ2494
 JZ2494'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2537 ***********************************************************************
 JZ2537  DESIGNATION -  G 242
 JZ2537  PID         -  JZ2537
 JZ2537  STATE/COUNTY-  IN/HANCOCK
 JZ2537  COUNTRY     -  US
 JZ2537  USGS QUAD   -  CLEVELAND (2019)
 JZ2537
 JZ2537                         *CURRENT SURVEY CONTROL
 JZ2537  ______________________________________________________________________
 JZ2537* NAD 83(1986) POSITION- 39 48 55.     (N) 085 41 20.     (W)   SCALED
 JZ2537* NAVD 88 ORTHO HEIGHT -   282.534 (meters)      926.95  (feet) ADJUSTED
 JZ2537  ______________________________________________________________________
 JZ2537  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 JZ2537  DYNAMIC HEIGHT  -        282.372 (meters)      926.42  (feet) COMP
 JZ2537  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 JZ2537
 JZ2537  VERT ORDER      -  SECOND    CLASS 0
 JZ2537
 JZ2537.The horizontal coordinates were scaled from a map and have
 JZ2537.an estimated accuracy of +/- 6 seconds.
 JZ2537
 JZ2537.The orthometric height was determined by differential leveling and
 JZ2537.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2537.in June 1991.
 JZ2537
 JZ2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2537.GEOID18 height accuracy estimate available here.
 JZ2537
 JZ2537.Click photographs - Photos may exist for this station.
 JZ2537
 JZ2537.The dynamic height is computed by dividing the NAVD 88
 JZ2537.geopotential number by the normal gravity value computed on the
 JZ2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2537.degrees latitude (g = 980.6199 gals.).
 JZ2537
 JZ2537.The modeled gravity was interpolated from observed gravity values.
 JZ2537
 JZ2537;                    North         East    Units  Estimated Accuracy
 JZ2537;SPC IN E     -   507,010.       98,100.      MT  (+/- 180 meters Scaled)
 JZ2537
 JZ2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK122080(NAD 83)
 JZ2537
 JZ2537                          SUPERSEDED SURVEY CONTROL
 JZ2537
 JZ2537  NGVD 29 (??/??/92)  282.657  (m)          927.35   (f) ADJ UNCH    2 0
 JZ2537
 JZ2537.Superseded values are not recommended for survey control.
 JZ2537
 JZ2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2537.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2537
 JZ2537_MARKER: DB = BENCH MARK DISK
 JZ2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2537_STAMPING: G 242 1947
 JZ2537_MARK LOGO: CGS
 JZ2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2537+STABILITY: SURFACE MOTION
 JZ2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2537+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2537
 JZ2537  HISTORY     - Date     Condition        Report By
 JZ2537  HISTORY     - 1947     MONUMENTED       CGS
 JZ2537  HISTORY     - 20090203 GOOD             IN-059
 JZ2537
 JZ2537                          STATION DESCRIPTION
 JZ2537
 JZ2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2537'4 MI S FROM WILLOW BRANCH.
 JZ2537'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 209 FROM ITS CROSSING
 JZ2537'WITH THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, ABOUT 1.05
 JZ2537'MILES NORTH OF BROWNS CHAPEL COUNTRY CHURCH, AT THE INTERSECTION OF
 JZ2537'AN EAST-WEST JOGGED CROSS ROAD, 79 FEET NORTH OF THE EAST TANGENT
 JZ2537'OF THE CROSS ROAD, 36.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JZ2537'12.5 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE WEST TANGENT
 JZ2537'OF THE CROSS ROAD, 8 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST
 JZ2537'OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2537'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2537'POST PROJECTING 5 INCHES.
 JZ2537
 JZ2537                          STATION RECOVERY (2009)
 JZ2537
 JZ2537'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2503 ***********************************************************************
 JZ2503  DESIGNATION -  G 243
 JZ2503  PID         -  JZ2503
 JZ2503  STATE/COUNTY-  IN/MARION
 JZ2503  COUNTRY     -  US
 JZ2503  USGS QUAD   -  CUMBERLAND (2019)
 JZ2503
 JZ2503                         *CURRENT SURVEY CONTROL
 JZ2503  ______________________________________________________________________
 JZ2503* NAD 83(1986) POSITION- 39 46 28.     (N) 085 59 25.     (W)   SCALED
 JZ2503* NAVD 88 ORTHO HEIGHT -   257.185 (meters)      843.78  (feet) POSTED
 JZ2503  ______________________________________________________________________
 JZ2503  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 JZ2503  DYNAMIC HEIGHT  -        257.04  (meters)      843.3   (feet) COMP
 JZ2503  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 JZ2503
 JZ2503  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2503
 JZ2503.The horizontal coordinates were scaled from a map and have
 JZ2503.an estimated accuracy of +/- 6 seconds.
 JZ2503
 JZ2503.The orthometric height was determined by differential leveling
 JZ2503.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2503
 JZ2503.* This is a POSTED BENCH MARK height.
 JZ2503
 JZ2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2503.GEOID18 height accuracy estimate available here.
 JZ2503
 JZ2503.Click photographs - Photos may exist for this station.
 JZ2503
 JZ2503.The dynamic height is computed by dividing the NAVD 88
 JZ2503.geopotential number by the normal gravity value computed on the
 JZ2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2503.degrees latitude (g = 980.6199 gals.).
 JZ2503
 JZ2503.The modeled gravity was interpolated from observed gravity values.
 JZ2503
 JZ2503;                    North         East    Units  Estimated Accuracy
 JZ2503;SPC IN E     -   502,530.       72,280.      MT  (+/- 180 meters Scaled)
 JZ2503
 JZ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK864032(NAD 83)
 JZ2503
 JZ2503                          SUPERSEDED SURVEY CONTROL
 JZ2503
 JZ2503  NGVD 29 (??/??/92)  257.300  (m)          844.16   (f) ADJ UNCH    2 0
 JZ2503
 JZ2503.Superseded values are not recommended for survey control.
 JZ2503
 JZ2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2503.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2503
 JZ2503_MARKER: DB = BENCH MARK DISK
 JZ2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2503_STAMPING: G 243 1947
 JZ2503_MARK LOGO: CGS
 JZ2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2503+STABILITY: SURFACE MOTION
 JZ2503
 JZ2503  HISTORY     - Date     Condition        Report By
 JZ2503  HISTORY     - 1947     MONUMENTED       CGS
 JZ2503  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2503
 JZ2503                          STATION DESCRIPTION
 JZ2503
 JZ2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2503'1.8 MI W FROM CUMBERLAND.
 JZ2503'ABOUT 1.85 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2503'AT CUMBERLAND, IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH
 JZ2503'MITTHOEFER ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE EAST
 JZ2503'BOUND TRAFFIC LANE OF THE HIGHWAY, 23 FEET WEST OF THE CENTER
 JZ2503'LINE OF MITTHOEFER ROAD, 20 FEET NORTHWEST OF A 12-INCH IRONWOOD
 JZ2503'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JZ2503'BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2503'ABOUT 5 INCHES.
 JZ2503
 JZ2503                          STATION RECOVERY (1988)
 JZ2503
 JZ2503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2585 ***********************************************************************
 JZ2585  DESIGNATION -  G 244
 JZ2585  PID         -  JZ2585
 JZ2585  STATE/COUNTY-  IN/RUSH
 JZ2585  COUNTRY     -  US
 JZ2585  USGS QUAD   -  CARTHAGE (2019)
 JZ2585
 JZ2585                         *CURRENT SURVEY CONTROL
 JZ2585  ______________________________________________________________________
 JZ2585* NAD 83(1986) POSITION- 39 41 55.     (N) 085 34 33.     (W)   SCALED
 JZ2585* NAVD 88 ORTHO HEIGHT -   290.445 (meters)      952.90  (feet) ADJUSTED
 JZ2585  ______________________________________________________________________
 JZ2585  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2585  DYNAMIC HEIGHT  -        290.277 (meters)      952.35  (feet) COMP
 JZ2585  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 JZ2585
 JZ2585  VERT ORDER      -  SECOND    CLASS 0
 JZ2585
 JZ2585.The horizontal coordinates were scaled from a map and have
 JZ2585.an estimated accuracy of +/- 6 seconds.
 JZ2585
 JZ2585.The orthometric height was determined by differential leveling and
 JZ2585.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2585.in June 1991.
 JZ2585
 JZ2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2585.GEOID18 height accuracy estimate available here.
 JZ2585
 JZ2585.Click photographs - Photos may exist for this station.
 JZ2585
 JZ2585.The dynamic height is computed by dividing the NAVD 88
 JZ2585.geopotential number by the normal gravity value computed on the
 JZ2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2585.degrees latitude (g = 980.6199 gals.).
 JZ2585
 JZ2585.The modeled gravity was interpolated from observed gravity values.
 JZ2585
 JZ2585;                    North         East    Units  Estimated Accuracy
 JZ2585;SPC IN E     -   494,060.      107,790.      MT  (+/- 180 meters Scaled)
 JZ2585
 JZ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221952(NAD 83)
 JZ2585
 JZ2585                          SUPERSEDED SURVEY CONTROL
 JZ2585
 JZ2585  NGVD 29 (??/??/92)  290.569  (m)          953.31   (f) ADJ UNCH    2 0
 JZ2585
 JZ2585.Superseded values are not recommended for survey control.
 JZ2585
 JZ2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2585.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2585
 JZ2585_MARKER: DB = BENCH MARK DISK
 JZ2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2585_STAMPING: G 244 1947
 JZ2585_MARK LOGO: CGS
 JZ2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2585+STABILITY: SURFACE MOTION
 JZ2585
 JZ2585  HISTORY     - Date     Condition        Report By
 JZ2585  HISTORY     - 1947     MONUMENTED       CGS
 JZ2585  HISTORY     - 20220927 MARK NOT FOUND   INDOT
 JZ2585
 JZ2585                          STATION DESCRIPTION
 JZ2585
 JZ2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2585'3.8 MI N FROM ARLINGTON.
 JZ2585'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2585'FROM THE POST OFFICE AT ARLINGTON, IN THE NORTHEAST QUARTER
 JZ2585'OF AN INTERSECTION WITH AN EAST-WEST ROAD, 17.5 FEET NORTH
 JZ2585'OF THE CENTER LINE OF THE EAST-WEST ROAD, 41 FEET EAST OF THE
 JZ2585'CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET EAST OF A FENCE
 JZ2585'CORNER, 17.5 FEET EAST OF POWER POLE NUMBER 180, 1 FOOT SOUTH
 JZ2585'OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2585'1 FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2585'PROJECTING ABOUT 5 INCHES.
 JZ2585
 JZ2585                          STATION RECOVERY (2022)
 JZ2585
 JZ2585'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2585'MARK WAS NOT FOUND.  IT APPEARS TO HAVE BEEN TAKEN OUT BY ROAD
 JZ2585'CONSTRUCTION OR IS UNDER THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2598 ***********************************************************************
 JZ2598  DESIGNATION -  G 245
 JZ2598  PID         -  JZ2598
 JZ2598  STATE/COUNTY-  IN/SHELBY
 JZ2598  COUNTRY     -  US
 JZ2598  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2598
 JZ2598                         *CURRENT SURVEY CONTROL
 JZ2598  ______________________________________________________________________
 JZ2598* NAD 83(1986) POSITION- 39 36 40.     (N) 085 49 09.     (W)   SCALED
 JZ2598* NAVD 88 ORTHO HEIGHT -   239.291 (meters)      785.07  (feet) ADJUSTED
 JZ2598  ______________________________________________________________________
 JZ2598  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 JZ2598  DYNAMIC HEIGHT  -        239.152 (meters)      784.62  (feet) COMP
 JZ2598  MODELED GRAVITY -    980,043.4   (mgal)                       NAVD 88
 JZ2598
 JZ2598  VERT ORDER      -  SECOND    CLASS 0
 JZ2598
 JZ2598.The horizontal coordinates were scaled from a map and have
 JZ2598.an estimated accuracy of +/- 6 seconds.
 JZ2598
 JZ2598.The orthometric height was determined by differential leveling and
 JZ2598.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2598.in June 1991.
 JZ2598
 JZ2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2598.GEOID18 height accuracy estimate available here.
 JZ2598
 JZ2598.Click photographs - Photos may exist for this station.
 JZ2598
 JZ2598.The dynamic height is computed by dividing the NAVD 88
 JZ2598.geopotential number by the normal gravity value computed on the
 JZ2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2598.degrees latitude (g = 980.6199 gals.).
 JZ2598
 JZ2598.The modeled gravity was interpolated from observed gravity values.
 JZ2598
 JZ2598;                    North         East    Units  Estimated Accuracy
 JZ2598;SPC IN E     -   484,350.       86,900.      MT  (+/- 180 meters Scaled)
 JZ2598
 JZ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013852(NAD 83)
 JZ2598
 JZ2598                          SUPERSEDED SURVEY CONTROL
 JZ2598
 JZ2598  NGVD 29 (??/??/92)  239.402  (m)          785.44   (f) ADJ UNCH    2 0
 JZ2598
 JZ2598.Superseded values are not recommended for survey control.
 JZ2598
 JZ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2598.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2598
 JZ2598_MARKER: DB = BENCH MARK DISK
 JZ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2598_STAMPING: G 245 1947
 JZ2598_MARK LOGO: CGS
 JZ2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2598+STABILITY: SURFACE MOTION
 JZ2598
 JZ2598  HISTORY     - Date     Condition        Report By
 JZ2598  HISTORY     - 1947     MONUMENTED       CGS
 JZ2598
 JZ2598                          STATION DESCRIPTION
 JZ2598
 JZ2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2598'3.7 MI NE FROM FAIRLAND.
 JZ2598'THIS MARK IS REACHED FROM THE POST OFFICE AT FAIRLAND BY GOING
 JZ2598'EAST AND NORTH ALONG A PAVED ROAD FOR 0.6 MILE, THENCE 1.2 MILE
 JZ2598'EAST AND NORTHEAST ALONG A GRAVEL ROAD TO THE JUNCTION WITH STATE
 JZ2598'HIGHWAY 29, THENCE 0.15 MILE NORTHWEST ALONG HIGHWAY 29, THENCE
 JZ2598'1.75 MILE NORTHEAST AND NORTH ALONG A WINDING GRAVEL ROAD.  THE
 JZ2598'MARK IS AT A RIGHT ANGLE TURN IN THE ROAD HAVING TANGENTS
 JZ2598'EXTENDING NORTH AND WEST, ABOUT 0.2 MILE SOUTH OF A SMALL
 JZ2598'CONCRETE BRIDGE OVER A DRAINAGE DITCH, 22.5 FEET WEST OF THE
 JZ2598'CENTER LINE OF THE NORTH TANGENT, 48 FEET NORTH OF THE CENTER
 JZ2598'LINE OF THE WEST TANGENT, 21.5 FEET NORTH OF A FENCE CORNER,
 JZ2598'1.5 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2598'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 JZ2598'A CONCRETE POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK
 JZ2598'MAY BE REACHED FROM CARROLLTON, HANCOCK COUNTY, BY GOING 0.1 MILE
 JZ2598'SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE CARROLLTON METHODIST
 JZ2598'CHURCH, THENCE 3.5 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.15
 JZ2598'MILE EAST AND 3.05 MILES SOUTH ALONG GRAVEL ROADS TO A RIGHT
 JZ2598'ANGLE TURN AND THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1108 ***********************************************************************
 LA1108  DESIGNATION -  G 246
 LA1108  PID         -  LA1108
 LA1108  STATE/COUNTY-  IN/RANDOLPH
 LA1108  COUNTRY     -  US
 LA1108  USGS QUAD   -  CARLOS (2019)
 LA1108
 LA1108                         *CURRENT SURVEY CONTROL
 LA1108  ______________________________________________________________________
 LA1108* NAD 83(1986) POSITION- 40 05 31.     (N) 085 00 48.     (W)   SCALED
 LA1108* NAVD 88 ORTHO HEIGHT -   361.674 (meters)     1186.59  (feet) ADJUSTED
 LA1108  ______________________________________________________________________
 LA1108  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 LA1108  DYNAMIC HEIGHT  -        361.465 (meters)     1185.91  (feet) COMP
 LA1108  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 LA1108
 LA1108  VERT ORDER      -  SECOND    CLASS 0
 LA1108
 LA1108.The horizontal coordinates were scaled from a map and have
 LA1108.an estimated accuracy of +/- 6 seconds.
 LA1108
 LA1108.The orthometric height was determined by differential leveling and
 LA1108.adjusted by the NATIONAL GEODETIC SURVEY
 LA1108.in June 1991.
 LA1108
 LA1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1108.GEOID18 height accuracy estimate available here.
 LA1108
 LA1108.Click photographs - Photos may exist for this station.
 LA1108
 LA1108.The dynamic height is computed by dividing the NAVD 88
 LA1108.geopotential number by the normal gravity value computed on the
 LA1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1108.degrees latitude (g = 980.6199 gals.).
 LA1108
 LA1108.The modeled gravity was interpolated from observed gravity values.
 LA1108
 LA1108;                    North         East    Units  Estimated Accuracy
 LA1108;SPC IN E     -   537,930.      155,710.      MT  (+/- 180 meters Scaled)
 LA1108
 LA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK693398(NAD 83)
 LA1108
 LA1108                          SUPERSEDED SURVEY CONTROL
 LA1108
 LA1108  NGVD 29 (??/??/92)  361.799  (m)         1187.00   (f) ADJ UNCH    2 0
 LA1108
 LA1108.Superseded values are not recommended for survey control.
 LA1108
 LA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1108.See file dsdata.pdf to determine how the superseded data were derived.
 LA1108
 LA1108_MARKER: DB = BENCH MARK DISK
 LA1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1108_SP_SET: BRIDGE
 LA1108_STAMPING: G 246 1947
 LA1108_MARK LOGO: CGS
 LA1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1108
 LA1108  HISTORY     - Date     Condition        Report By
 LA1108  HISTORY     - 1947     MONUMENTED       CGS
 LA1108
 LA1108                          STATION DESCRIPTION
 LA1108
 LA1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1108'9.2 MI NE FROM MODOC.
 LA1108'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1108'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 6.15 MILES EAST
 LA1108'ALONG A GRAVEL ROAD, ABOUT 1.25 WEST OF THE BLOOMINGPORT-WINCHESTER
 LA1108'ROAD, ABOUT 0.15 MILE EAST OF A CROSS ROAD, 33 FEET EAST OF THE
 LA1108'CENTER LINE OF A DRIVE WAY TO A FARM HOUSE, 9 FEET SOUTH OF THE
 LA1108'CENTER LINE OF THE GRAVEL ROAD, IN THE TOP OF THE NORTHEAST
 LA1108'END OF THE SOUTHWEST WING WALL OF A 5-FOOT CONCRETE BRIDGE,
 LA1108'0.8 FOOT WEST OF THE WEST END OF THE CONCRETE BANISTER AND ABOUT
 LA1108'LEVEL WITH THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 LA1108'CROSSROADS AT BLOOMINGPORT BY GOING ABOUT 4.65 MILES NORTH ALONG
 LA1108'A BLACK TOP ROAD, THENCE ABOUT 1.25 MILES WEST ALONG A GRAVEL
 LA1108'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1086 ***********************************************************************
 LA1086  DESIGNATION -  G 247
 LA1086  PID         -  LA1086
 LA1086  STATE/COUNTY-  IN/JAY
 LA1086  COUNTRY     -  US
 LA1086  USGS QUAD   -  PENNVILLE (2019)
 LA1086
 LA1086                         *CURRENT SURVEY CONTROL
 LA1086  ______________________________________________________________________
 LA1086* NAD 83(1986) POSITION- 40 26 38.     (N) 085 07 52.     (W)   SCALED
 LA1086* NAVD 88 ORTHO HEIGHT -   271.761 (meters)      891.60  (feet) ADJUSTED
 LA1086  ______________________________________________________________________
 LA1086  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 LA1086  DYNAMIC HEIGHT  -        271.624 (meters)      891.15  (feet) COMP
 LA1086  MODELED GRAVITY -    980,111.9   (mgal)                       NAVD 88
 LA1086
 LA1086  VERT ORDER      -  SECOND    CLASS 0
 LA1086
 LA1086.The horizontal coordinates were scaled from a map and have
 LA1086.an estimated accuracy of +/- 6 seconds.
 LA1086
 LA1086.The orthometric height was determined by differential leveling and
 LA1086.adjusted by the NATIONAL GEODETIC SURVEY
 LA1086.in June 1991.
 LA1086
 LA1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1086.GEOID18 height accuracy estimate available here.
 LA1086
 LA1086.Click photographs - Photos may exist for this station.
 LA1086
 LA1086.The dynamic height is computed by dividing the NAVD 88
 LA1086.geopotential number by the normal gravity value computed on the
 LA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1086.degrees latitude (g = 980.6199 gals.).
 LA1086
 LA1086.The modeled gravity was interpolated from observed gravity values.
 LA1086
 LA1086;                    North         East    Units  Estimated Accuracy
 LA1086;SPC IN E     -   576,940.      145,430.      MT  (+/- 180 meters Scaled)
 LA1086
 LA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK584787(NAD 83)
 LA1086
 LA1086                          SUPERSEDED SURVEY CONTROL
 LA1086
 LA1086  NGVD 29 (??/??/92)  271.907  (m)          892.08   (f) ADJ UNCH    2 0
 LA1086
 LA1086.Superseded values are not recommended for survey control.
 LA1086
 LA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1086.See file dsdata.pdf to determine how the superseded data were derived.
 LA1086
 LA1086_MARKER: DB = BENCH MARK DISK
 LA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1086_STAMPING: G 247 1947
 LA1086_MARK LOGO: CGS
 LA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1086+STABILITY: SURFACE MOTION
 LA1086
 LA1086  HISTORY     - Date     Condition        Report By
 LA1086  HISTORY     - 1947     MONUMENTED       CGS
 LA1086
 LA1086                          STATION DESCRIPTION
 LA1086
 LA1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1086'9.2 MI W FROM PORTLAND.
 LA1086'ABOUT 9.15 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 LA1086'AT PORTLAND, ABOUT 1.0 MILE EAST OF THE JUNCTION WITH STATE
 LA1086'HIGHWAY 1, ABOUT 0.15 MILE WEST OF A CONCRETE CULVERT OVER A
 LA1086'DRAINAGE DITCH, DIRECTLY ACROSS THE HIGHWAY FROM THE NORTHEAST
 LA1086'CORNER OF A WOODED AREA, 24 FEET NORTH OF THE CENTER LINE OF THE
 LA1086'HIGHWAY, 4 FEET EAST OF A NORTH-SOUTH SECTION LINE FENCE, 8.5
 LA1086'FEET NORTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE HIGHWAY
 LA1086'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1257 ***********************************************************************
 LA1257  DESIGNATION -  G 248
 LA1257  PID         -  LA1257
 LA1257  STATE/COUNTY-  IN/HENRY
 LA1257  COUNTRY     -  US
 LA1257  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1257
 LA1257                         *CURRENT SURVEY CONTROL
 LA1257  ______________________________________________________________________
 LA1257* NAD 83(1986) POSITION- 40 04 08.     (N) 085 29 58.     (W)   SCALED
 LA1257* NAVD 88 ORTHO HEIGHT -   289.390 (meters)      949.44  (feet) ADJUSTED
 LA1257  ______________________________________________________________________
 LA1257  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 LA1257  DYNAMIC HEIGHT  -        289.233 (meters)      948.93  (feet) COMP
 LA1257  MODELED GRAVITY -    980,077.4   (mgal)                       NAVD 88
 LA1257
 LA1257  VERT ORDER      -  SECOND    CLASS 0
 LA1257
 LA1257.The horizontal coordinates were scaled from a map and have
 LA1257.an estimated accuracy of +/- 6 seconds.
 LA1257
 LA1257.The orthometric height was determined by differential leveling and
 LA1257.adjusted by the NATIONAL GEODETIC SURVEY
 LA1257.in June 1991.
 LA1257
 LA1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1257.GEOID18 height accuracy estimate available here.
 LA1257
 LA1257.Click photographs - Photos may exist for this station.
 LA1257
 LA1257.The dynamic height is computed by dividing the NAVD 88
 LA1257.geopotential number by the normal gravity value computed on the
 LA1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1257.degrees latitude (g = 980.6199 gals.).
 LA1257
 LA1257.The modeled gravity was interpolated from observed gravity values.
 LA1257
 LA1257;                    North         East    Units  Estimated Accuracy
 LA1257;SPC IN E     -   535,180.      114,270.      MT  (+/- 180 meters Scaled)
 LA1257
 LA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279364(NAD 83)
 LA1257
 LA1257                          SUPERSEDED SURVEY CONTROL
 LA1257
 LA1257  NGVD 29 (??/??/92)  289.524  (m)          949.88   (f) ADJ UNCH    2 0
 LA1257
 LA1257.Superseded values are not recommended for survey control.
 LA1257
 LA1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1257.See file dsdata.pdf to determine how the superseded data were derived.
 LA1257
 LA1257_MARKER: DB = BENCH MARK DISK
 LA1257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA1257_SP_SET: BRIDGE ABUTMENT
 LA1257_STAMPING: G 248 1947
 LA1257_MARK LOGO: CGS
 LA1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1257
 LA1257  HISTORY     - Date     Condition        Report By
 LA1257  HISTORY     - 1947     MONUMENTED       CGS
 LA1257  HISTORY     - 19860503 GOOD             NGS
 LA1257
 LA1257                          STATION DESCRIPTION
 LA1257
 LA1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1257'1.6 MI S FROM CROSSROADS.
 LA1257'ABOUT 1.65 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE FIRST
 LA1257'LUTHERAN CHURCH AT CROSSROADS, ABOUT 0.6 MILE SOUTH OF THE
 LA1257'DELAWARE-HENRY COUNTY LINE, 105 YARDS SOUTH OF A CROSS ROAD,
 LA1257'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 LA1257'70-FOOT STEEL BRIDGE OVER FALL CREEK, 9.6 FEET EAST OF THE CENTER
 LA1257'LINE OF THE ROAD, 1.6 FEET EAST OF THE STEEL BEAM, AND ABOUT
 LA1257'1.5 FEET BELOW THE BRIDGE FLOOR.  NOTE-- MARK MAY BE REACHED
 LA1257'FROM THE POST OFFICE AT MIDDLETOWN, HENRY COUNTY BY GOING ABOUT
 LA1257'1.9 MILES EAST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.95 MILE
 LA1257'NORTH ALONG A BLACK TOP ROAD LEADING TO CROSSROADS.
 LA1257
 LA1257                          STATION RECOVERY (1986)
 LA1257
 LA1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LA1257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2555 ***********************************************************************
 LA2555  DESIGNATION -  G 248 RESET
 LA2555  PID         -  LA2555
 LA2555  STATE/COUNTY-  IN/HENRY
 LA2555  COUNTRY     -  US
 LA2555  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2555
 LA2555                         *CURRENT SURVEY CONTROL
 LA2555  ______________________________________________________________________
 LA2555* NAD 83(1986) POSITION- 40 04 08.     (N) 085 29 58.     (W)   SCALED
 LA2555* NAVD 88 ORTHO HEIGHT -   289.47  (meters)      949.7   (feet) RESET
 LA2555  ______________________________________________________________________
 LA2555  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 LA2555  VERT ORDER      -  THIRD
 LA2555
 LA2555.The horizontal coordinates were scaled from a map and have
 LA2555.an estimated accuracy of +/- 6 seconds.
 LA2555
 LA2555.The orthometric height was computed from unverified reset data.
 LA2555
 LA2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2555.GEOID18 height accuracy estimate available here.
 LA2555
 LA2555.Click photographs - Photos may exist for this station.
 LA2555
 LA2555;                    North         East    Units  Estimated Accuracy
 LA2555;SPC IN E     -   535,180.      114,270.      MT  (+/- 180 meters Scaled)
 LA2555
 LA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279364(NAD 83)
 LA2555
 LA2555                          SUPERSEDED SURVEY CONTROL
 LA2555
 LA2555  NGVD 29 (08/22/16)  289.61   (m)          950.2    (f) RESET       3  
 LA2555
 LA2555.Superseded values are not recommended for survey control.
 LA2555
 LA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2555.See file dsdata.pdf to determine how the superseded data were derived.
 LA2555
 LA2555_MARKER: DV = VERTICAL CONTROL DISK
 LA2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2555_STAMPING: G 248 RESET 1986
 LA2555_MARK LOGO: NGS
 LA2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2555+STABILITY: SURFACE MOTION
 LA2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2555+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 LA2555
 LA2555  HISTORY     - Date     Condition        Report By
 LA2555  HISTORY     - 1986     MONUMENTED       NGS
 LA2555  HISTORY     - 20060516 GOOD             BFSINC
 LA2555
 LA2555                          STATION DESCRIPTION
 LA2555
 LA2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2555'FROM THE MIDDLETOWN POLICE STATION, WHICH WAS ORIGINALLY THE POST
 LA2555'OFFICE, BY GOING ABOUT 1.8 MILES (2.9 KM) EAST ON COUNTY ROAD 850N,
 LA2555'THENCE ABOUT 0.95 MILES (1.53 KM) NORTH ALONG COUNTY ROAD 600W TO
 LA2555'FALL CREEK WITH A LARGE CULVERT RUNNING UNDER ROAD AND MARK ON RIGHT
 LA2555'AS DESCRIBED. LOCATED 41.0 FEET (12.5 M) SOUTH-SOUTHEAST OF THE
 LA2555'CENTER OF FALL CREEK, 13.0 FEET (4.0 M) EAST OF CENTER OF 600W, 1.5
 LA2555'FEET (0.5 M) WEST OF UTILITY POLE NO. A434J, 1.0 FOOT (0.3 M) SOUTH
 LA2555'OF A WITNESS POST AND 1.0 FOOT (0.3 M) NORTH FROM A WITNESS POST.
 LA2555
 LA2555                          STATION RECOVERY (2006)
 LA2555
 LA2555'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LA2555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1134 ***********************************************************************
 LA1134  DESIGNATION -  G 249
 LA1134  PID         -  LA1134
 LA1134  STATE/COUNTY-  IN/HENRY
 LA1134  COUNTRY     -  US
 LA1134  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1134
 LA1134                         *CURRENT SURVEY CONTROL
 LA1134  ______________________________________________________________________
 LA1134* NAD 83(1986) POSITION- 40 00 18.44   (N) 085 15 04.08   (W)   HD_HELD1
 LA1134* NAVD 88 ORTHO HEIGHT -   342.522 (meters)     1123.76  (feet) ADJUSTED
 LA1134  ______________________________________________________________________
 LA1134  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 LA1134  DYNAMIC HEIGHT  -        342.332 (meters)     1123.13  (feet) COMP
 LA1134  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 LA1134
 LA1134  VERT ORDER      -  SECOND    CLASS 0
 LA1134
 LA1134.The horizontal coordinates were determined by differentially corrected
 LA1134.hand held GPS observations or other comparable positioning techniques
 LA1134.and have an estimated accuracy of +/- 3 meters.
 LA1134
 LA1134.The orthometric height was determined by differential leveling and
 LA1134.adjusted by the NATIONAL GEODETIC SURVEY
 LA1134.in June 1991.
 LA1134
 LA1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1134.GEOID18 height accuracy estimate available here.
 LA1134
 LA1134.Click photographs - Photos may exist for this station.
 LA1134
 LA1134.The dynamic height is computed by dividing the NAVD 88
 LA1134.geopotential number by the normal gravity value computed on the
 LA1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1134.degrees latitude (g = 980.6199 gals.).
 LA1134
 LA1134.The modeled gravity was interpolated from observed gravity values.
 LA1134
 LA1134;                    North         East    Units  Estimated Accuracy
 LA1134;SPC IN E     -   528,169.1     135,480.2     MT  (+/- 3 meters HH1 GPS) 
 LA1134
 LA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4927529790(NAD 83)
 LA1134
 LA1134                          SUPERSEDED SURVEY CONTROL
 LA1134
 LA1134  NGVD 29 (??/??/92)  342.656  (m)         1124.20   (f) ADJ UNCH    2 0
 LA1134
 LA1134.Superseded values are not recommended for survey control.
 LA1134
 LA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1134.See file dsdata.pdf to determine how the superseded data were derived.
 LA1134
 LA1134_MARKER: DB = BENCH MARK DISK
 LA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1134_STAMPING: G 249 1947
 LA1134_MARK LOGO: CGS
 LA1134_PROJECTION: FLUSH
 LA1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1134+STABILITY: SURFACE MOTION
 LA1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1134+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2014
 LA1134
 LA1134  HISTORY     - Date     Condition        Report By
 LA1134  HISTORY     - 1947     MONUMENTED       CGS
 LA1134  HISTORY     - 20140720 GOOD             WOOLPT
 LA1134
 LA1134                          STATION DESCRIPTION
 LA1134
 LA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1134'0.8 MI N FROM MOORELAND.
 LA1134'ABOUT 0.8 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 LA1134'BUILDING AT MOORELAND, 0.1 MILE NORTH OF THE INTERSECTION WITH
 LA1134'U.S. HIGHWAY 36, AT THE NORTHWEST CORNER OF A CEMETERY, 25.0
 LA1134'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH PAVED ROAD, 4
 LA1134'FEET NORTH OF THE NORTHWEST CORNER OF THE IRON CEMETERY FENCE
 LA1134'AND IN LINE WITH THE FENCE ALONG THE WEST SIDE OF THE CEMETERY,
 LA1134'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1134'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1134'3 INCHES.
 LA1134
 LA1134                          STATION RECOVERY (2014)
 LA1134
 LA1134'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 LA1134'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF HAGERSTOWN,
 LA1134'7.2 MI (11.6 KM) WEST-SOUTHWEST OF MODOC, 6.5 MI (10.5 KM)
 LA1134'SOUTH-SOUTHEAST OF MOUNT PLEASANT AND 0.6 MI (1.0 KM) NORTH OF
 LA1134'MOORELAND, AT THE MOORELAND CEMETERY.
 LA1134'
 LA1134'TO REACH FROM THE INTERSECTION OF US HIGHWAY 36 AND NORTH WILBUR
 LA1134'WRIGHT ROAD NORTH OF MOORELAND, GO NORTH ON NORTH WILBUR WRIGHT ROAD
 LA1134'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 LA1134'
 LA1134'THE STATION IS ABOUT 130 FT (39.6 M) SOUTH OF THE NORTH CEMETERY
 LA1134'DRIVE, 25 FT (7.6 M) EAST OF THE CENTER OF THE PAVED ROAD, 3 FT (0.9
 LA1134'M) NORTHWEST OF A HEADSTONE (PAVEY) AND 0.3 FT (9 CM) EAST OF THE IRON
 LA1134'CEMETERY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1151 ***********************************************************************
 LA1151  DESIGNATION -  G 250
 LA1151  PID         -  LA1151
 LA1151  STATE/COUNTY-  IN/DELAWARE
 LA1151  COUNTRY     -  US
 LA1151  USGS QUAD   -  MUNCIE WEST (2019)
 LA1151
 LA1151                         *CURRENT SURVEY CONTROL
 LA1151  ______________________________________________________________________
 LA1151* NAD 83(1986) POSITION- 40 11 04.     (N) 085 23 11.     (W)   SCALED
 LA1151* NAVD 88 ORTHO HEIGHT -   291.525 (meters)      956.44  (feet) ADJUSTED
 LA1151  ______________________________________________________________________
 LA1151  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 LA1151  DYNAMIC HEIGHT  -        291.369 (meters)      955.93  (feet) COMP
 LA1151  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LA1151
 LA1151  VERT ORDER      -  SECOND    CLASS 0
 LA1151
 LA1151.The horizontal coordinates were scaled from a map and have
 LA1151.an estimated accuracy of +/- 6 seconds.
 LA1151
 LA1151.The orthometric height was determined by differential leveling and
 LA1151.adjusted by the NATIONAL GEODETIC SURVEY
 LA1151.in June 1991.
 LA1151
 LA1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1151.GEOID18 height accuracy estimate available here.
 LA1151
 LA1151.Click photographs - Photos may exist for this station.
 LA1151
 LA1151.The dynamic height is computed by dividing the NAVD 88
 LA1151.geopotential number by the normal gravity value computed on the
 LA1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1151.degrees latitude (g = 980.6199 gals.).
 LA1151
 LA1151.The modeled gravity was interpolated from observed gravity values.
 LA1151
 LA1151;                    North         East    Units  Estimated Accuracy
 LA1151;SPC IN E     -   548,040.      123,870.      MT  (+/- 180 meters Scaled)
 LA1151
 LA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK373494(NAD 83)
 LA1151
 LA1151                          SUPERSEDED SURVEY CONTROL
 LA1151
 LA1151  NGVD 29 (??/??/92)  291.660  (m)          956.89   (f) ADJ UNCH    2 0
 LA1151
 LA1151.Superseded values are not recommended for survey control.
 LA1151
 LA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1151.See file dsdata.pdf to determine how the superseded data were derived.
 LA1151
 LA1151_MARKER: DB = BENCH MARK DISK
 LA1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1151_STAMPING: G 250 1947
 LA1151_MARK LOGO: CGS
 LA1151_PROJECTION: FLUSH
 LA1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1151+STABILITY: SURFACE MOTION
 LA1151
 LA1151  HISTORY     - Date     Condition        Report By
 LA1151  HISTORY     - 1947     MONUMENTED       CGS
 LA1151
 LA1151                          STATION DESCRIPTION
 LA1151
 LA1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1151'AT MUNCIE.
 LA1151'AT MUNCIE, ABOUT 0.7 MILE SOUTH ALONG SOUTH WALNUT STREET FROM
 LA1151'THE COURT HOUSE AT MUNCIE, AT THE INTERSECTION OF 5TH STREET, 40
 LA1151'FEET WEST OF THE CENTER LINE OF SOUTH WALNUT STREET, 20 FEET
 LA1151'NORTH OF THE CENTER LINE OF 5TH STREET, 20 FEET WEST SOUTHWEST OF
 LA1151'A FIRE PLUG, 4 FEET NORTH OF THE NORTH CURB OF 5TH STREET, 0.4
 LA1151'FOOT SOUTH OF THE SOUTH EDGE OF THE SIDE WALK, ABOUT LEVEL WITH
 LA1151'THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LA1151'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1707 ***********************************************************************
 JZ1707  DESIGNATION -  G 251
 JZ1707  PID         -  JZ1707
 JZ1707  STATE/COUNTY-  IN/HENRY
 JZ1707  COUNTRY     -  US
 JZ1707  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1707
 JZ1707                         *CURRENT SURVEY CONTROL
 JZ1707  ______________________________________________________________________
 JZ1707* NAD 83(1986) POSITION- 39 56 07.     (N) 085 22 59.     (W)   SCALED
 JZ1707* NAVD 88 ORTHO HEIGHT -   297.642 (meters)      976.51  (feet) ADJUSTED
 JZ1707  ______________________________________________________________________
 JZ1707  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 JZ1707  DYNAMIC HEIGHT  -        297.476 (meters)      975.97  (feet) COMP
 JZ1707  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 JZ1707
 JZ1707  VERT ORDER      -  SECOND    CLASS 0
 JZ1707
 JZ1707.The horizontal coordinates were scaled from a map and have
 JZ1707.an estimated accuracy of +/- 6 seconds.
 JZ1707
 JZ1707.The orthometric height was determined by differential leveling and
 JZ1707.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1707.in June 1991.
 JZ1707
 JZ1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1707.GEOID18 height accuracy estimate available here.
 JZ1707
 JZ1707.Click photographs - Photos may exist for this station.
 JZ1707
 JZ1707.The dynamic height is computed by dividing the NAVD 88
 JZ1707.geopotential number by the normal gravity value computed on the
 JZ1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1707.degrees latitude (g = 980.6199 gals.).
 JZ1707
 JZ1707.The modeled gravity was interpolated from observed gravity values.
 JZ1707
 JZ1707;                    North         East    Units  Estimated Accuracy
 JZ1707;SPC IN E     -   520,370.      124,240.      MT  (+/- 180 meters Scaled)
 JZ1707
 JZ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK381218(NAD 83)
 JZ1707
 JZ1707                          SUPERSEDED SURVEY CONTROL
 JZ1707
 JZ1707  NGVD 29 (??/??/92)  297.773  (m)          976.94   (f) ADJ UNCH    2 0
 JZ1707
 JZ1707.Superseded values are not recommended for survey control.
 JZ1707
 JZ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1707.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1707
 JZ1707_MARKER: DB = BENCH MARK DISK
 JZ1707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1707_SP_SET: ABUTMENT
 JZ1707_STAMPING: G 251 1947
 JZ1707_MARK LOGO: CGS
 JZ1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1707
 JZ1707  HISTORY     - Date     Condition        Report By
 JZ1707  HISTORY     - 1947     MONUMENTED       CGS
 JZ1707
 JZ1707                          STATION DESCRIPTION
 JZ1707
 JZ1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1707'0.2 MI N FROM NEW CASTLE.
 JZ1707'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1707'WITH STATE HIGHWAY 38 AT NEW CASTLE, ABOUT 0.1 MILE NORTH OF THE
 JZ1707'NEW YORK CENTRAL RAILROAD OVERPASS OVER THE HIGHWAY, IN THE TOP
 JZ1707'OF THE WEST END OF THE SOUTH ABUTMENT OF A 40-FOOT CONCRETE BRIDGE,
 JZ1707'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE
 JZ1707'CONCRETE BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1628 ***********************************************************************
 JZ1628  DESIGNATION -  G 252
 JZ1628  PID         -  JZ1628
 JZ1628  STATE/COUNTY-  IN/RUSH
 JZ1628  COUNTRY     -  US
 JZ1628  USGS QUAD   -  MAYS (2019)
 JZ1628
 JZ1628                         *CURRENT SURVEY CONTROL
 JZ1628  ______________________________________________________________________
 JZ1628* NAD 83(1986) POSITION- 39 43 43.0    (N) 085 26 30.7    (W)   HD_HELD2
 JZ1628* NAVD 88 ORTHO HEIGHT -   302.991 (meters)      994.06  (feet) ADJUSTED
 JZ1628  ______________________________________________________________________
 JZ1628  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 JZ1628  DYNAMIC HEIGHT  -        302.815 (meters)      993.49  (feet) COMP
 JZ1628  MODELED GRAVITY -    980,036.5   (mgal)                       NAVD 88
 JZ1628
 JZ1628  VERT ORDER      -  SECOND    CLASS 0
 JZ1628
 JZ1628.The horizontal coordinates were established by autonomous hand held GPS
 JZ1628.observations and have an estimated accuracy of +/- 10 meters.
 JZ1628
 JZ1628.The orthometric height was determined by differential leveling and
 JZ1628.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1628.in June 1991.
 JZ1628
 JZ1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1628.GEOID18 height accuracy estimate available here.
 JZ1628
 JZ1628.Click photographs - Photos may exist for this station.
 JZ1628
 JZ1628.The dynamic height is computed by dividing the NAVD 88
 JZ1628.geopotential number by the normal gravity value computed on the
 JZ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1628.degrees latitude (g = 980.6199 gals.).
 JZ1628
 JZ1628.The modeled gravity was interpolated from observed gravity values.
 JZ1628
 JZ1628;                    North         East    Units  Estimated Accuracy
 JZ1628;SPC IN E     -   497,410.      119,272.      MT  (+/- 10 meters HH2 GPS)
 JZ1628
 JZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3353098797(NAD 83)
 JZ1628
 JZ1628                          SUPERSEDED SURVEY CONTROL
 JZ1628
 JZ1628  NGVD 29 (??/??/92)  303.121  (m)          994.49   (f) ADJ UNCH    2 0
 JZ1628
 JZ1628.Superseded values are not recommended for survey control.
 JZ1628
 JZ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1628.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1628
 JZ1628_MARKER: DB = BENCH MARK DISK
 JZ1628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1628_SP_SET: CULVERT
 JZ1628_STAMPING: G 252 1947
 JZ1628_MARK LOGO: CGS
 JZ1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1628
 JZ1628  HISTORY     - Date     Condition        Report By
 JZ1628  HISTORY     - 1947     MONUMENTED       CGS
 JZ1628
 JZ1628                          STATION DESCRIPTION
 JZ1628
 JZ1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1628'5.3 MI S FROM DUNREITH.
 JZ1628'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1628'OVER U.S. HIGHWAY 40 AT DUNREITH, ABOUT 45 YARDS SOUTH OF THE
 JZ1628'JUNCTION WITH A ROAD LEADING EAST, IN THE TOP OF THE SOUTH END
 JZ1628'OF THE WEST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT NUMBER 17, 19
 JZ1628'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 JZ1628'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1582 ***********************************************************************
 JZ1582  DESIGNATION -  G 255
 JZ1582  PID         -  JZ1582
 JZ1582  STATE/COUNTY-  IN/WAYNE
 JZ1582  COUNTRY     -  US
 JZ1582  USGS QUAD   -  JACKSONBURG (2019)
 JZ1582
 JZ1582                         *CURRENT SURVEY CONTROL
 JZ1582  ______________________________________________________________________
 JZ1582* NAD 83(1986) POSITION- 39 48 56.     (N) 085 03 10.     (W)   SCALED
 JZ1582* NAVD 88 ORTHO HEIGHT -   327.130 (meters)     1073.26  (feet) ADJUSTED
 JZ1582  ______________________________________________________________________
 JZ1582  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JZ1582  DYNAMIC HEIGHT  -        326.940 (meters)     1072.64  (feet) COMP
 JZ1582  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 JZ1582
 JZ1582  VERT ORDER      -  SECOND    CLASS 0
 JZ1582
 JZ1582.The horizontal coordinates were scaled from a map and have
 JZ1582.an estimated accuracy of +/- 6 seconds.
 JZ1582
 JZ1582.The orthometric height was determined by differential leveling and
 JZ1582.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1582.in June 1991.
 JZ1582
 JZ1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1582.GEOID18 height accuracy estimate available here.
 JZ1582
 JZ1582.Click photographs - Photos may exist for this station.
 JZ1582
 JZ1582.The dynamic height is computed by dividing the NAVD 88
 JZ1582.geopotential number by the normal gravity value computed on the
 JZ1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1582.degrees latitude (g = 980.6199 gals.).
 JZ1582
 JZ1582.The modeled gravity was interpolated from observed gravity values.
 JZ1582
 JZ1582;                    North         East    Units  Estimated Accuracy
 JZ1582;SPC IN E     -   507,220.      152,560.      MT  (+/- 180 meters Scaled)
 JZ1582
 JZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK666090(NAD 83)
 JZ1582
 JZ1582                          SUPERSEDED SURVEY CONTROL
 JZ1582
 JZ1582  NGVD 29 (??/??/92)  327.269  (m)         1073.71   (f) ADJ UNCH    2 0
 JZ1582
 JZ1582.Superseded values are not recommended for survey control.
 JZ1582
 JZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1582.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1582
 JZ1582_MARKER: DB = BENCH MARK DISK
 JZ1582_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1582_SP_SET: BOX CULVERT HEADWALL
 JZ1582_STAMPING: G 255 1947
 JZ1582_MARK LOGO: CGS
 JZ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1582+STABILITY: SURFACE MOTION
 JZ1582
 JZ1582  HISTORY     - Date     Condition        Report By
 JZ1582  HISTORY     - 1947     MONUMENTED       CGS
 JZ1582  HISTORY     - 20030403 MARK NOT FOUND   GEOCAC
 JZ1582
 JZ1582                          STATION DESCRIPTION
 JZ1582
 JZ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1582'3 MI E FROM PENNVILLE.
 JZ1582'ABOUT 2.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JZ1582'OF THE JACKSONBURG ROAD PENNVILLE, ABOUT 70 YARDS WEST OF THE
 JZ1582'JUNCTION OF A ROAD LEADING SOUTH, IN THE TOP OF THE EAST END OF
 JZ1582'THE SOUTH HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT NUMBER 22,
 JZ1582'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 1/2
 JZ1582'FEET BELOW HIGHWAY LEVEL.
 JZ1582
 JZ1582                          STATION RECOVERY (2003)
 JZ1582
 JZ1582'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1582'HEADWALL HAS BEEN REPLACED OR REPAIRED SINCE 1947.  DISK IS NOT
 JZ1582'VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0955 ***********************************************************************
 ME0955  DESIGNATION -  G 256
 ME0955  PID         -  ME0955
 ME0955  STATE/COUNTY-  IN/LAKE
 ME0955  COUNTRY     -  US
 ME0955  USGS QUAD   -  HIGHLAND (2019)
 ME0955
 ME0955                         *CURRENT SURVEY CONTROL
 ME0955  ______________________________________________________________________
 ME0955* NAD 83(1986) POSITION- 41 37 04.     (N) 087 28 46.     (W)   SCALED
 ME0955* NAVD 88 ORTHO HEIGHT -   180.972 (meters)      593.74  (feet) ADJUSTED
 ME0955  ______________________________________________________________________
 ME0955  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 ME0955  DYNAMIC HEIGHT  -        180.905 (meters)      593.52  (feet) COMP
 ME0955  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 ME0955
 ME0955  VERT ORDER      -  FIRST     CLASS II
 ME0955
 ME0955.The horizontal coordinates were scaled from a map and have
 ME0955.an estimated accuracy of +/- 6 seconds.
 ME0955
 ME0955.The orthometric height was determined by differential leveling and
 ME0955.adjusted by the NATIONAL GEODETIC SURVEY
 ME0955.in June 1991.
 ME0955
 ME0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0955.GEOID18 height accuracy estimate available here.
 ME0955
 ME0955.Click photographs - Photos may exist for this station.
 ME0955
 ME0955.The dynamic height is computed by dividing the NAVD 88
 ME0955.geopotential number by the normal gravity value computed on the
 ME0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0955.degrees latitude (g = 980.6199 gals.).
 ME0955
 ME0955.The modeled gravity was interpolated from observed gravity values.
 ME0955
 ME0955;                    North         East    Units  Estimated Accuracy
 ME0955;SPC IN W     -   707,240.      866,990.      MT  (+/- 180 meters Scaled)
 ME0955
 ME0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM600074(NAD 83)
 ME0955
 ME0955                          SUPERSEDED SURVEY CONTROL
 ME0955
 ME0955  NGVD 29 (??/??/92)  181.078  (m)          594.09   (f) ADJ UNCH    1 2
 ME0955
 ME0955.Superseded values are not recommended for survey control.
 ME0955
 ME0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0955.See file dsdata.pdf to determine how the superseded data were derived.
 ME0955
 ME0955_MARKER: DB = BENCH MARK DISK
 ME0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0955_SP_SET: BUILDING
 ME0955_STAMPING: G 256 1947
 ME0955_MARK LOGO: CGS
 ME0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0955+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME0955
 ME0955  HISTORY     - Date     Condition        Report By
 ME0955  HISTORY     - 1947     MONUMENTED       CGS
 ME0955  HISTORY     - 1950     GOOD             CGS
 ME0955  HISTORY     - 20210226 GOOD             IN-089
 ME0955
 ME0955                          STATION DESCRIPTION
 ME0955
 ME0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0955'AT EAST CHICAGO.
 ME0955'AT EAST CHICAGO, ABOUT 0.45 MILE SOUTH ALONG INDIANAPOLIS BLVD.
 ME0955'FROM ITS INTERSECTION WITH 49TH STREET, SET VERTICALLY IN THE
 ME0955'WEST FACE OF THE SOUTHWEST CORNER OF THE PUBLIC SANATION BUILDING,
 ME0955'5 FEET NORTH OF THE SOUTHWEST CORNER AND 2.5 FEET ABOVE THE
 ME0955'GROUND.  NOTE-- 49TH STREET SHOULD BE 149TH STREET.
 ME0955
 ME0955                          STATION RECOVERY (1950)
 ME0955
 ME0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ME0955'RECOVERED IN GOOD CONDITION.
 ME0955
 ME0955                          STATION RECOVERY (2021)
 ME0955
 ME0955'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1741 ***********************************************************************
 JZ1741  DESIGNATION -  G 257
 JZ1741  PID         -  JZ1741
 JZ1741  STATE/COUNTY-  IN/RUSH
 JZ1741  COUNTRY     -  US
 JZ1741  USGS QUAD   -  RUSHVILLE (2019)
 JZ1741
 JZ1741                         *CURRENT SURVEY CONTROL
 JZ1741  ______________________________________________________________________
 JZ1741* NAD 83(1986) POSITION- 39 35 32.     (N) 085 26 40.     (W)   SCALED
 JZ1741* NAVD 88 ORTHO HEIGHT -   296.213 (meters)      971.83  (feet) ADJUSTED
 JZ1741  ______________________________________________________________________
 JZ1741  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 JZ1741  DYNAMIC HEIGHT  -        296.035 (meters)      971.24  (feet) COMP
 JZ1741  MODELED GRAVITY -    980,018.7   (mgal)                       NAVD 88
 JZ1741
 JZ1741  VERT ORDER      -  SECOND    CLASS 0
 JZ1741
 JZ1741.The horizontal coordinates were scaled from a map and have
 JZ1741.an estimated accuracy of +/- 6 seconds.
 JZ1741
 JZ1741.The orthometric height was determined by differential leveling and
 JZ1741.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1741.in June 1991.
 JZ1741
 JZ1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1741.GEOID18 height accuracy estimate available here.
 JZ1741
 JZ1741.Click photographs - Photos may exist for this station.
 JZ1741
 JZ1741.The dynamic height is computed by dividing the NAVD 88
 JZ1741.geopotential number by the normal gravity value computed on the
 JZ1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1741.degrees latitude (g = 980.6199 gals.).
 JZ1741
 JZ1741.The modeled gravity was interpolated from observed gravity values.
 JZ1741
 JZ1741;                    North         East    Units  Estimated Accuracy
 JZ1741;SPC IN E     -   482,270.      119,090.      MT  (+/- 180 meters Scaled)
 JZ1741
 JZ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ335836(NAD 83)
 JZ1741
 JZ1741                          SUPERSEDED SURVEY CONTROL
 JZ1741
 JZ1741  NGVD 29 (??/??/92)  296.340  (m)          972.24   (f) ADJ UNCH    2 0
 JZ1741
 JZ1741.Superseded values are not recommended for survey control.
 JZ1741
 JZ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1741.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1741
 JZ1741_MARKER: DB = BENCH MARK DISK
 JZ1741_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1741_SP_SET: BOX CULVERT HEADWALL
 JZ1741_STAMPING: G 257 1947
 JZ1741_MARK LOGO: CGS
 JZ1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1741+STABILITY: SURFACE MOTION
 JZ1741
 JZ1741  HISTORY     - Date     Condition        Report By
 JZ1741  HISTORY     - 1947     MONUMENTED       CGS
 JZ1741
 JZ1741                          STATION DESCRIPTION
 JZ1741
 JZ1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1741'1.2 MI S FROM RUSHVILLE.
 JZ1741'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1741'AT RUSHVILLE, ABOUT 250 YARDS SOUTHWEST OF THE JUNCTION OF A BLACK
 JZ1741'TOP ROAD SOUTH AND A CURVE IN THE ROAD WITH TANGENTS NORTH AND
 JZ1741'SOUTHWEST, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JZ1741'CONCRETE HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT, 24 FEET
 JZ1741'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 JZ1741'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE
 JZ1741'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1941 ***********************************************************************
 JZ1941  DESIGNATION -  G 258
 JZ1941  PID         -  JZ1941
 JZ1941  STATE/COUNTY-  IN/DECATUR
 JZ1941  COUNTRY     -  US
 JZ1941  USGS QUAD   -  MILROY (2019)
 JZ1941
 JZ1941                         *CURRENT SURVEY CONTROL
 JZ1941  ______________________________________________________________________
 JZ1941* NAD 83(1986) POSITION- 39 25 36.68   (N) 085 26 48.85   (W)   HD_HELD1
 JZ1941* NAVD 88 ORTHO HEIGHT -   295.641 (meters)      969.95  (feet) ADJUSTED
 JZ1941  ______________________________________________________________________
 JZ1941  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ1941  DYNAMIC HEIGHT  -        295.458 (meters)      969.35  (feet) COMP
 JZ1941  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JZ1941
 JZ1941  VERT ORDER      -  SECOND    CLASS 0
 JZ1941
 JZ1941.The horizontal coordinates were determined by differentially corrected
 JZ1941.hand held GPS observations or other comparable positioning techniques
 JZ1941.and have an estimated accuracy of +/- 3 meters.
 JZ1941
 JZ1941.The orthometric height was determined by differential leveling and
 JZ1941.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1941.in June 1991.
 JZ1941
 JZ1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1941.GEOID18 height accuracy estimate available here.
 JZ1941
 JZ1941.Click photographs - Photos may exist for this station.
 JZ1941
 JZ1941.The dynamic height is computed by dividing the NAVD 88
 JZ1941.geopotential number by the normal gravity value computed on the
 JZ1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1941.degrees latitude (g = 980.6199 gals.).
 JZ1941
 JZ1941.The modeled gravity was interpolated from observed gravity values.
 JZ1941
 JZ1941;                    North         East    Units  Estimated Accuracy
 JZ1941;SPC IN E     -   463,907.1     118,921.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1941
 JZ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3367665297(NAD 83)
 JZ1941
 JZ1941                          SUPERSEDED SURVEY CONTROL
 JZ1941
 JZ1941  NGVD 29 (??/??/92)  295.772  (m)          970.38   (f) ADJ UNCH    2 0
 JZ1941
 JZ1941.Superseded values are not recommended for survey control.
 JZ1941
 JZ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1941.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1941
 JZ1941_MARKER: DB = BENCH MARK DISK
 JZ1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1941_STAMPING: G 258 1947
 JZ1941_MARK LOGO: CGS
 JZ1941_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1941+STABILITY: SURFACE MOTION
 JZ1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1941+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2022
 JZ1941
 JZ1941  HISTORY     - Date     Condition        Report By
 JZ1941  HISTORY     - 1947     MONUMENTED       CGS
 JZ1941  HISTORY     - 20221229 GOOD             INDOT
 JZ1941
 JZ1941                          STATION DESCRIPTION
 JZ1941
 JZ1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1941'2 MI E FROM SANDUSKY.
 JZ1941'ABOUT 2.05 MILES EAST ALONG A BLACK TOP ROAD LEADING TO SPRINGHILL
 JZ1941'FROM THE SCHOOL AT SANDUSKY, ABOUT 0.55 MILE WEST OF THE
 JZ1941'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, ON A CURVE IN THE ROAD
 JZ1941'WITH TANGENTS EXTENDING SOUTH AND NORTHEAST AND THE JUNCTION
 JZ1941'OF A GRAVEL ROAD NORTH, 87 FEET NORTHWEST OF THE CENTER LINE
 JZ1941'OF THE NORTHEAST TANGENT OF THE ROAD, 16 FEET EAST OF THE CENTER
 JZ1941'LINE OF THE GRAVEL ROAD NORTH AND THE SOUTH TANGENT OF THE ROAD,
 JZ1941'8 FEET NORTH OF A 36-INCH WILD CHERRY TREE, 1 FOOT WEST OF THE
 JZ1941'EAST RIGHT-OF-WAY FENCE FOR THE ROAD NORTH, 2 FEET SOUTH OF A
 JZ1941'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1941'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1941
 JZ1941                          STATION RECOVERY (2022)
 JZ1941
 JZ1941'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1973 ***********************************************************************
 JZ1973  DESIGNATION -  G 259
 JZ1973  PID         -  JZ1973
 JZ1973  STATE/COUNTY-  IN/DECATUR
 JZ1973  COUNTRY     -  US
 JZ1973  USGS QUAD   -  CLARKSBURG (2019)
 JZ1973
 JZ1973                         *CURRENT SURVEY CONTROL
 JZ1973  ______________________________________________________________________
 JZ1973* NAD 83(1986) POSITION- 39 24 05.19   (N) 085 20 52.22   (W)   HD_HELD1
 JZ1973* NAVD 88 ORTHO HEIGHT -   318.404 (meters)     1044.63  (feet) ADJUSTED
 JZ1973  ______________________________________________________________________
 JZ1973  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ1973  DYNAMIC HEIGHT  -        318.207 (meters)     1043.98  (feet) COMP
 JZ1973  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JZ1973
 JZ1973  VERT ORDER      -  SECOND    CLASS 0
 JZ1973
 JZ1973.The horizontal coordinates were determined by differentially corrected
 JZ1973.hand held GPS observations or other comparable positioning techniques
 JZ1973.and have an estimated accuracy of +/- 3 meters.
 JZ1973
 JZ1973.The orthometric height was determined by differential leveling and
 JZ1973.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1973.in June 1991.
 JZ1973
 JZ1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1973.GEOID18 height accuracy estimate available here.
 JZ1973
 JZ1973.Click photographs - Photos may exist for this station.
 JZ1973
 JZ1973.The dynamic height is computed by dividing the NAVD 88
 JZ1973.geopotential number by the normal gravity value computed on the
 JZ1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1973.degrees latitude (g = 980.6199 gals.).
 JZ1973
 JZ1973.The modeled gravity was interpolated from observed gravity values.
 JZ1973
 JZ1973;                    North         East    Units  Estimated Accuracy
 JZ1973;SPC IN E     -   461,111.1     127,461.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1973
 JZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4225562628(NAD 83)
 JZ1973
 JZ1973                          SUPERSEDED SURVEY CONTROL
 JZ1973
 JZ1973  NGVD 29 (??/??/92)  318.537  (m)         1045.07   (f) ADJ UNCH    2 0
 JZ1973
 JZ1973.Superseded values are not recommended for survey control.
 JZ1973
 JZ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1973.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1973
 JZ1973_MARKER: DB = BENCH MARK DISK
 JZ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1973_STAMPING: G 259 1947
 JZ1973_MARK LOGO: CGS
 JZ1973_PROJECTION: FLUSH
 JZ1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1973+STABILITY: SURFACE MOTION
 JZ1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1973+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2023
 JZ1973
 JZ1973  HISTORY     - Date     Condition        Report By
 JZ1973  HISTORY     - 1947     MONUMENTED       CGS
 JZ1973  HISTORY     - 20230110 GOOD             INDOT
 JZ1973
 JZ1973                          STATION DESCRIPTION
 JZ1973
 JZ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1973'2.2 MI S FROM CLARKSBURG.
 JZ1973'ABOUT 2.25 MILES SOUTH ALONG THE ST. MAURICE ROAD FROM THE
 JZ1973'CROSSROADS AT CLARKSBURG, ABOUT 0.3 MILE NORTH OF THE JUNCTION
 JZ1973'OF WEST, ABOUT 0.35 MILE NORTH OF A RIGHT ANGLE TURN IN THE ROAD
 JZ1973'WITH TANGENTS NORTH AND EAST AND THE CLARKSBURG PILGRIM
 JZ1973'HOLLINESS CAMP, 129 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE
 JZ1973'SOUTHWEST CORNER OF A TWO STORY FARM HOUSE, 28 FEET SOUTH OF THE
 JZ1973'PROLONGED CENTER LINE OF THE DRIVE TO THE HOUSE, 10 FEET NORTH
 JZ1973'OF A POWER POLE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ1973'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FOOT ABOVE
 JZ1973'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ1973'INCHES.
 JZ1973
 JZ1973                          STATION RECOVERY (2023)
 JZ1973
 JZ1973'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1973'MARK WAS RECOVERED USING THE DESCRIPTION ON THE NATIONAL GEODETIC
 JZ1973'SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0071 ***********************************************************************
 LB0071  DESIGNATION -  G 26
 LB0071  PID         -  LB0071
 LB0071  STATE/COUNTY-  IN/CASS
 LB0071  COUNTRY     -  US
 LB0071  USGS QUAD   -  ANOKA (2019)
 LB0071
 LB0071                         *CURRENT SURVEY CONTROL
 LB0071  ______________________________________________________________________
 LB0071* NAD 83(1986) POSITION- 40 41 16.     (N) 086 15 32.     (W)   SCALED
 LB0071* NAVD 88 ORTHO HEIGHT -   228.787 (meters)      750.61  (feet) ADJUSTED
 LB0071  ______________________________________________________________________
 LB0071  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LB0071  DYNAMIC HEIGHT  -        228.675 (meters)      750.24  (feet) COMP
 LB0071  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 LB0071
 LB0071  VERT ORDER      -  SECOND    CLASS 0
 LB0071
 LB0071.The horizontal coordinates were scaled from a map and have
 LB0071.an estimated accuracy of +/- 6 seconds.
 LB0071
 LB0071.The orthometric height was determined by differential leveling and
 LB0071.adjusted by the NATIONAL GEODETIC SURVEY
 LB0071.in June 1991.
 LB0071
 LB0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0071.GEOID18 height accuracy estimate available here.
 LB0071
 LB0071.Click photographs - Photos may exist for this station.
 LB0071
 LB0071.The dynamic height is computed by dividing the NAVD 88
 LB0071.geopotential number by the normal gravity value computed on the
 LB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0071.degrees latitude (g = 980.6199 gals.).
 LB0071
 LB0071.The modeled gravity was interpolated from observed gravity values.
 LB0071
 LB0071;                    North         East    Units  Estimated Accuracy
 LB0071;SPC IN E     -   604,060.       49,940.      MT  (+/- 180 meters Scaled)
 LB0071
 LB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL626043(NAD 83)
 LB0071
 LB0071                          SUPERSEDED SURVEY CONTROL
 LB0071
 LB0071  NGVD 29 (??/??/92)  228.901  (m)          750.99   (f) ADJ UNCH    2 0
 LB0071
 LB0071.Superseded values are not recommended for survey control.
 LB0071
 LB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0071.See file dsdata.pdf to determine how the superseded data were derived.
 LB0071
 LB0071_MARKER: DB = BENCH MARK DISK
 LB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0071_STAMPING: G 26 1934
 LB0071_MARK LOGO: CGS
 LB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0071+STABILITY: SURFACE MOTION
 LB0071
 LB0071  HISTORY     - Date     Condition        Report By
 LB0071  HISTORY     - 1934     MONUMENTED       CGS
 LB0071  HISTORY     - 1955     MARK NOT FOUND   CGS
 LB0071
 LB0071                          STATION DESCRIPTION
 LB0071
 LB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LB0071'2.2 MI NW FROM WALTON.
 LB0071'2.2 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0071'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0071'34 RAILS NORTHWEST OF MILEPOST 174, 30 YARDS WEST OF THE
 LB0071'TWO-STORY HOME OF CHRISTOPHER BABER, IN THE EAST ANGLE OF A
 LB0071'DIRT-ROAD CROSSING, 2 RAILS SOUTHEAST OF THE CENTER OF THE CROSSING,
 LB0071'6 YARDS NORTHEAST OF THE NORTHEAST RAIL, AND 6 YARDS SOUTH OF
 LB0071'A POLE.  A STANDARD DISK, STAMPED G 26 1934 AND SET IN THE TOP
 LB0071'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1962 ***********************************************************************
 JZ1962  DESIGNATION -  G 260
 JZ1962  PID         -  JZ1962
 JZ1962  STATE/COUNTY-  IN/FRANKLIN
 JZ1962  COUNTRY     -  US
 JZ1962  USGS QUAD   -  CLARKSBURG (2019)
 JZ1962
 JZ1962                         *CURRENT SURVEY CONTROL
 JZ1962  ______________________________________________________________________
 JZ1962* NAD 83(1986) POSITION- 39 25 47.     (N) 085 16 26.     (W)   SCALED
 JZ1962* NAVD 88 ORTHO HEIGHT -   293.226 (meters)      962.03  (feet) ADJUSTED
 JZ1962  ______________________________________________________________________
 JZ1962  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ1962  DYNAMIC HEIGHT  -        293.046 (meters)      961.44  (feet) COMP
 JZ1962  MODELED GRAVITY -    980,005.3   (mgal)                       NAVD 88
 JZ1962
 JZ1962  VERT ORDER      -  SECOND    CLASS 0
 JZ1962
 JZ1962.The horizontal coordinates were scaled from a map and have
 JZ1962.an estimated accuracy of +/- 6 seconds.
 JZ1962
 JZ1962.The orthometric height was determined by differential leveling and
 JZ1962.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1962.in June 1991.
 JZ1962
 JZ1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1962.GEOID18 height accuracy estimate available here.
 JZ1962
 JZ1962.Click photographs - Photos may exist for this station.
 JZ1962
 JZ1962.The dynamic height is computed by dividing the NAVD 88
 JZ1962.geopotential number by the normal gravity value computed on the
 JZ1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1962.degrees latitude (g = 980.6199 gals.).
 JZ1962
 JZ1962.The modeled gravity was interpolated from observed gravity values.
 JZ1962
 JZ1962;                    North         East    Units  Estimated Accuracy
 JZ1962;SPC IN E     -   464,280.      133,820.      MT  (+/- 180 meters Scaled)
 JZ1962
 JZ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485658(NAD 83)
 JZ1962
 JZ1962                          SUPERSEDED SURVEY CONTROL
 JZ1962
 JZ1962  NGVD 29 (??/??/92)  293.367  (m)          962.49   (f) ADJ UNCH    2 0
 JZ1962
 JZ1962.Superseded values are not recommended for survey control.
 JZ1962
 JZ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1962.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1962
 JZ1962_MARKER: DB = BENCH MARK DISK
 JZ1962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1962_SP_SET: BOX CULVERT HEADWALL
 JZ1962_STAMPING: G 260 1947
 JZ1962_MARK LOGO: CGS
 JZ1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1962+STABILITY: SURFACE MOTION
 JZ1962
 JZ1962  HISTORY     - Date     Condition        Report By
 JZ1962  HISTORY     - 1947     MONUMENTED       CGS
 JZ1962
 JZ1962                          STATION DESCRIPTION
 JZ1962
 JZ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1962'0.6 MI S FROM BUENA VISTA.
 JZ1962'ABOUT 0.6 MILE SOUTH ALONG THE HAMBURG ROAD FROM THE CROSSROADS
 JZ1962'AT BUENA VISTA, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 JZ1962'WALL OF A 5-FOOT CONCRETE BOX CULVERT, 13 FEET WEST OF THE CENTER
 JZ1962'LINE OF THE ROAD, 3 FEET NORTH OF THE SOUTH END OF THE HEAD WALL
 JZ1962'AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1771 ***********************************************************************
 JZ1771  DESIGNATION -  G 261
 JZ1771  PID         -  JZ1771
 JZ1771  STATE/COUNTY-  IN/FRANKLIN
 JZ1771  COUNTRY     -  US
 JZ1771  USGS QUAD   -  ALPINE (2019)
 JZ1771
 JZ1771                         *CURRENT SURVEY CONTROL
 JZ1771  ______________________________________________________________________
 JZ1771* NAD 83(1986) POSITION- 39 30 13.     (N) 085 10 59.     (W)   SCALED
 JZ1771* NAVD 88 ORTHO HEIGHT -   246.290 (meters)      808.04  (feet) ADJUSTED
 JZ1771  ______________________________________________________________________
 JZ1771  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1771  DYNAMIC HEIGHT  -        246.139 (meters)      807.54  (feet) COMP
 JZ1771  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 JZ1771
 JZ1771  VERT ORDER      -  SECOND    CLASS 0
 JZ1771
 JZ1771.The horizontal coordinates were scaled from a map and have
 JZ1771.an estimated accuracy of +/- 6 seconds.
 JZ1771
 JZ1771.The orthometric height was determined by differential leveling and
 JZ1771.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1771.in June 1991.
 JZ1771
 JZ1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1771.GEOID18 height accuracy estimate available here.
 JZ1771
 JZ1771.Click photographs - Photos may exist for this station.
 JZ1771
 JZ1771.The dynamic height is computed by dividing the NAVD 88
 JZ1771.geopotential number by the normal gravity value computed on the
 JZ1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1771.degrees latitude (g = 980.6199 gals.).
 JZ1771
 JZ1771.The modeled gravity was interpolated from observed gravity values.
 JZ1771
 JZ1771;                    North         East    Units  Estimated Accuracy
 JZ1771;SPC IN E     -   472,520.      141,590.      MT  (+/- 180 meters Scaled)
 JZ1771
 JZ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ562742(NAD 83)
 JZ1771
 JZ1771                          SUPERSEDED SURVEY CONTROL
 JZ1771
 JZ1771  NGVD 29 (??/??/92)  246.435  (m)          808.51   (f) ADJ UNCH    2 0
 JZ1771
 JZ1771.Superseded values are not recommended for survey control.
 JZ1771
 JZ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1771.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1771
 JZ1771_MARKER: DB = BENCH MARK DISK
 JZ1771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1771_SP_SET: WATER TOWER CONCRETE BASE
 JZ1771_STAMPING: G 261 1947
 JZ1771_MARK LOGO: CGS
 JZ1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1771
 JZ1771  HISTORY     - Date     Condition        Report By
 JZ1771  HISTORY     - 1947     MONUMENTED       CGS
 JZ1771
 JZ1771                          STATION DESCRIPTION
 JZ1771
 JZ1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1771'AT LAUREL.
 JZ1771'AT LAUREL, ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 121 FROM
 JZ1771'THE MAIN CROSSROADS, SET IN THE TOP OF THE SOUTH CORNER OF THE
 JZ1771'CONCRETE BASE OF THE SOUTHWEST LEG OF THE CITY WATER TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2045 ***********************************************************************
 JZ2045  DESIGNATION -  G 262
 JZ2045  PID         -  JZ2045
 JZ2045  STATE/COUNTY-  IN/FRANKLIN
 JZ2045  COUNTRY     -  US
 JZ2045  USGS QUAD   -  BROOKVILLE (2019)
 JZ2045
 JZ2045                         *CURRENT SURVEY CONTROL
 JZ2045  ______________________________________________________________________
 JZ2045* NAD 83(1986) POSITION- 39 26 29.     (N) 085 05 43.     (W)   SCALED
 JZ2045* NAVD 88 ORTHO HEIGHT -   220.706 (meters)      724.10  (feet) ADJUSTED
 JZ2045  ______________________________________________________________________
 JZ2045  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 JZ2045  DYNAMIC HEIGHT  -        220.570 (meters)      723.65  (feet) COMP
 JZ2045  MODELED GRAVITY -    980,007.7   (mgal)                       NAVD 88
 JZ2045
 JZ2045  VERT ORDER      -  SECOND    CLASS 0
 JZ2045
 JZ2045.The horizontal coordinates were scaled from a map and have
 JZ2045.an estimated accuracy of +/- 6 seconds.
 JZ2045
 JZ2045.The orthometric height was determined by differential leveling and
 JZ2045.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2045.in June 1991.
 JZ2045
 JZ2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2045.GEOID18 height accuracy estimate available here.
 JZ2045
 JZ2045.Click photographs - Photos may exist for this station.
 JZ2045
 JZ2045.The dynamic height is computed by dividing the NAVD 88
 JZ2045.geopotential number by the normal gravity value computed on the
 JZ2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2045.degrees latitude (g = 980.6199 gals.).
 JZ2045
 JZ2045.The modeled gravity was interpolated from observed gravity values.
 JZ2045
 JZ2045;                    North         East    Units  Estimated Accuracy
 JZ2045;SPC IN E     -   465,650.      149,190.      MT  (+/- 180 meters Scaled)
 JZ2045
 JZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ639674(NAD 83)
 JZ2045
 JZ2045                          SUPERSEDED SURVEY CONTROL
 JZ2045
 JZ2045  NGVD 29 (??/??/92)  220.872  (m)          724.64   (f) ADJ UNCH    2 0
 JZ2045
 JZ2045.Superseded values are not recommended for survey control.
 JZ2045
 JZ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2045.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2045
 JZ2045_MARKER: DB = BENCH MARK DISK
 JZ2045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2045_SP_SET: BOX CULVERT HEADWALL
 JZ2045_STAMPING: G 262 1947
 JZ2045_MARK LOGO: CGS
 JZ2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2045+STABILITY: SURFACE MOTION
 JZ2045
 JZ2045  HISTORY     - Date     Condition        Report By
 JZ2045  HISTORY     - 1947     MONUMENTED       CGS
 JZ2045
 JZ2045                          STATION DESCRIPTION
 JZ2045
 JZ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2045'3 MI SE FROM METAMORA.
 JZ2045'ABOUT 3.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2045'AT METAMORA, ABOUT 0.1 MILE NORTHWEST OF FOSTERS FARM HOUSE,
 JZ2045'SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEAD WALL OF A
 JZ2045'3-FOOT CONCRETE BOX CULVERT, 19 FEET NORTHEAST AND ABOUT LEVEL
 JZ2045'WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1790 ***********************************************************************
 JZ1790  DESIGNATION -  G 263
 JZ1790  PID         -  JZ1790
 JZ1790  STATE/COUNTY-  IN/FRANKLIN
 JZ1790  COUNTRY     -  US
 JZ1790  USGS QUAD   -  EVERTON (2019)
 JZ1790
 JZ1790                         *CURRENT SURVEY CONTROL
 JZ1790  ______________________________________________________________________
 JZ1790* NAD 83(1986) POSITION- 39 30 39.     (N) 084 59 59.     (W)   SCALED
 JZ1790* NAVD 88 ORTHO HEIGHT -   215.241 (meters)      706.17  (feet) ADJUSTED
 JZ1790  ______________________________________________________________________
 JZ1790  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 JZ1790  DYNAMIC HEIGHT  -        215.113 (meters)      705.75  (feet) COMP
 JZ1790  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 JZ1790
 JZ1790  VERT ORDER      -  SECOND    CLASS 0
 JZ1790
 JZ1790.The horizontal coordinates were scaled from a map and have
 JZ1790.an estimated accuracy of +/- 6 seconds.
 JZ1790
 JZ1790.The orthometric height was determined by differential leveling and
 JZ1790.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1790.in June 1991.
 JZ1790
 JZ1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1790.GEOID18 height accuracy estimate available here.
 JZ1790
 JZ1790.Click photographs - Photos may exist for this station.
 JZ1790
 JZ1790.The dynamic height is computed by dividing the NAVD 88
 JZ1790.geopotential number by the normal gravity value computed on the
 JZ1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1790.degrees latitude (g = 980.6199 gals.).
 JZ1790
 JZ1790.The modeled gravity was interpolated from observed gravity values.
 JZ1790
 JZ1790;                    North         East    Units  Estimated Accuracy
 JZ1790;SPC IN E     -   473,420.      157,360.      MT  (+/- 180 meters Scaled)
 JZ1790
 JZ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ719753(NAD 83)
 JZ1790
 JZ1790                          SUPERSEDED SURVEY CONTROL
 JZ1790
 JZ1790  NGVD 29 (??/??/92)  215.405  (m)          706.71   (f) ADJ UNCH    2 0
 JZ1790
 JZ1790.Superseded values are not recommended for survey control.
 JZ1790
 JZ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1790.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1790
 JZ1790_MARKER: DB = BENCH MARK DISK
 JZ1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1790_STAMPING: G 263 1947
 JZ1790_MARK LOGO: CGS
 JZ1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1790+STABILITY: SURFACE MOTION
 JZ1790
 JZ1790  HISTORY     - Date     Condition        Report By
 JZ1790  HISTORY     - 1947     MONUMENTED       CGS
 JZ1790
 JZ1790                          STATION DESCRIPTION
 JZ1790
 JZ1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1790'0.6 MI SW FROM FAIRFIELD.
 JZ1790'ABOUT 0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE VILLAGE
 JZ1790'SQUARE AT FAIRFIELD, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK
 JZ1790'TOP ROAD, ABOUT 0.1 MILE WEST OF THE WEST END OF A COVERED BRIDGE,
 JZ1790'IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL CROSS ROAD, AT
 JZ1790'THE NORTHEAST CORNER OF A CULTIVATED FIELD, 62 FEET SOUTH OF
 JZ1790'THE CENTER LINE OF THE EAST-WEST ROAD, 20 FEET WEST OF THE
 JZ1790'CENTER LINE OF THE NORTH-SOUTH ROAD, 4 FEET SOUTHWEST OF A FENCE
 JZ1790'CORNER, 2.5 FEET SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 JZ1790'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE ROAD AND SET IN THE
 JZ1790'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1827 ***********************************************************************
 JZ1827  DESIGNATION -  G 264
 JZ1827  PID         -  JZ1827
 JZ1827  STATE/COUNTY-  IN/RIPLEY
 JZ1827  COUNTRY     -  US
 JZ1827  USGS QUAD   -  BATESVILLE (2019)
 JZ1827
 JZ1827                         *CURRENT SURVEY CONTROL
 JZ1827  ______________________________________________________________________
 JZ1827* NAD 83(1986) POSITION- 39 17 41.     (N) 085 11 47.     (W)   SCALED
 JZ1827* NAVD 88 ORTHO HEIGHT -   307.323 (meters)     1008.28  (feet) ADJUSTED
 JZ1827  ______________________________________________________________________
 JZ1827  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1827  DYNAMIC HEIGHT  -        307.130 (meters)     1007.64  (feet) COMP
 JZ1827  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 JZ1827
 JZ1827  VERT ORDER      -  FIRST     CLASS II
 JZ1827
 JZ1827.The horizontal coordinates were scaled from a map and have
 JZ1827.an estimated accuracy of +/- 6 seconds.
 JZ1827
 JZ1827.The orthometric height was determined by differential leveling and
 JZ1827.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1827.in June 1991.
 JZ1827
 JZ1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1827.GEOID18 height accuracy estimate available here.
 JZ1827
 JZ1827.Click photographs - Photos may exist for this station.
 JZ1827
 JZ1827.The dynamic height is computed by dividing the NAVD 88
 JZ1827.geopotential number by the normal gravity value computed on the
 JZ1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1827.degrees latitude (g = 980.6199 gals.).
 JZ1827
 JZ1827.The modeled gravity was interpolated from observed gravity values.
 JZ1827
 JZ1827;                    North         East    Units  Estimated Accuracy
 JZ1827;SPC IN E     -   449,320.      140,570.      MT  (+/- 180 meters Scaled)
 JZ1827
 JZ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ555510(NAD 83)
 JZ1827
 JZ1827                          SUPERSEDED SURVEY CONTROL
 JZ1827
 JZ1827  NGVD 29 (??/??/92)  307.467  (m)         1008.75   (f) ADJ UNCH    1 2
 JZ1827
 JZ1827.Superseded values are not recommended for survey control.
 JZ1827
 JZ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1827.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1827
 JZ1827_MARKER: DB = BENCH MARK DISK
 JZ1827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1827_SP_SET: BUILDING
 JZ1827_STAMPING: G 264 1947
 JZ1827_MARK LOGO: CGS
 JZ1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1827
 JZ1827  HISTORY     - Date     Condition        Report By
 JZ1827  HISTORY     - 1947     MONUMENTED       CGS
 JZ1827  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1827
 JZ1827                          STATION DESCRIPTION
 JZ1827
 JZ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1827'1.5 MI NE FROM BATESVILLE.
 JZ1827'ABOUT 1.5 MILES NORTHEAST OF BATESVILLE, AT THE BATESVILLE
 JZ1827'AIRPORT, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST CORNER
 JZ1827'OF THE MAIN CONCRETE BLOCK HANGAR, 0.5 FOOT EAST OF THE NORTHWEST
 JZ1827'CORNER AND ABOUT 4 FEET ABOVE THE GROUND.
 JZ1827
 JZ1827                          STATION RECOVERY (1986)
 JZ1827
 JZ1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1827'THE AIRPORT IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2036 ***********************************************************************
 JZ2036  DESIGNATION -  G 265
 JZ2036  PID         -  JZ2036
 JZ2036  STATE/COUNTY-  IN/FRANKLIN
 JZ2036  COUNTRY     -  US
 JZ2036  USGS QUAD   -  BROOKVILLE (2019)
 JZ2036
 JZ2036                         *CURRENT SURVEY CONTROL
 JZ2036  ______________________________________________________________________
 JZ2036* NAD 83(1986) POSITION- 39 25 25.     (N) 085 03 54.     (W)   SCALED
 JZ2036* NAVD 88 ORTHO HEIGHT -   198.211 (meters)      650.30  (feet) ADJUSTED
 JZ2036  ______________________________________________________________________
 JZ2036  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 JZ2036  DYNAMIC HEIGHT  -        198.090 (meters)      649.90  (feet) COMP
 JZ2036  MODELED GRAVITY -    980,009.7   (mgal)                       NAVD 88
 JZ2036
 JZ2036  VERT ORDER      -  SECOND    CLASS 0
 JZ2036
 JZ2036.The horizontal coordinates were scaled from a map and have
 JZ2036.an estimated accuracy of +/- 6 seconds.
 JZ2036
 JZ2036.The orthometric height was determined by differential leveling and
 JZ2036.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2036.in June 1991.
 JZ2036
 JZ2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2036.GEOID18 height accuracy estimate available here.
 JZ2036
 JZ2036.Click photographs - Photos may exist for this station.
 JZ2036
 JZ2036.The dynamic height is computed by dividing the NAVD 88
 JZ2036.geopotential number by the normal gravity value computed on the
 JZ2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2036.degrees latitude (g = 980.6199 gals.).
 JZ2036
 JZ2036.The modeled gravity was interpolated from observed gravity values.
 JZ2036
 JZ2036;                    North         East    Units  Estimated Accuracy
 JZ2036;SPC IN E     -   463,700.      151,810.      MT  (+/- 180 meters Scaled)
 JZ2036
 JZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ665655(NAD 83)
 JZ2036
 JZ2036                          SUPERSEDED SURVEY CONTROL
 JZ2036
 JZ2036  NGVD 29 (??/??/92)  198.378  (m)          650.85   (f) ADJ UNCH    2 0
 JZ2036
 JZ2036.Superseded values are not recommended for survey control.
 JZ2036
 JZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2036.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2036
 JZ2036_MARKER: DB = BENCH MARK DISK
 JZ2036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2036_SP_SET: BRIDGE
 JZ2036_STAMPING: G 265 1947
 JZ2036_MARK LOGO: CGS
 JZ2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2036
 JZ2036  HISTORY     - Date     Condition        Report By
 JZ2036  HISTORY     - 1947     MONUMENTED       CGS
 JZ2036
 JZ2036                          STATION DESCRIPTION
 JZ2036
 JZ2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2036'4.1 MI NE FROM OAK FOREST.
 JZ2036'ABOUT 0.65 MILE NORTH AND EAST ALONG A BLACK TOP ROAD FROM THE
 JZ2036'CATHOLIC CHURCH AT OAK FOREST, THENCE ABOUT 1.7 MILES NORTH
 JZ2036'AND 1.75 MILES NORTHEAST ALONG GRAVEL ROADS, AT THE JUNCTION OF
 JZ2036'A DIM ROAD LEADING WEST, SET IN THE TOP OF THE NORTHEAST END
 JZ2036'OF THE NORTHWEST CONCRETE RAILING OF A 33-FOOT CONCRETE BRIDGE
 JZ2036'OVER A STREAM, 10.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ2036'MAIN ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST AND
 JZ2036'ABOUT 2.5 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2136 ***********************************************************************
 JZ2136  DESIGNATION -  G 266
 JZ2136  PID         -  JZ2136
 JZ2136  STATE/COUNTY-  IN/DECATUR
 JZ2136  COUNTRY     -  US
 JZ2136  USGS QUAD   -  ADAMS (2019)
 JZ2136
 JZ2136                         *CURRENT SURVEY CONTROL
 JZ2136  ______________________________________________________________________
 JZ2136* NAD 83(1986) POSITION- 39 24 05.5    (N) 085 35 27.1    (W)   HD_HELD2
 JZ2136* NAVD 88 ORTHO HEIGHT -   267.931 (meters)      879.04  (feet) ADJUSTED
 JZ2136  ______________________________________________________________________
 JZ2136  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 JZ2136  DYNAMIC HEIGHT  -        267.766 (meters)      878.50  (feet) COMP
 JZ2136  MODELED GRAVITY -    980,006.7   (mgal)                       NAVD 88
 JZ2136
 JZ2136  VERT ORDER      -  FIRST     CLASS II
 JZ2136
 JZ2136.The horizontal coordinates were established by autonomous hand held GPS
 JZ2136.observations and have an estimated accuracy of +/- 10 meters.
 JZ2136
 JZ2136.The orthometric height was determined by differential leveling and
 JZ2136.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2136.in June 1991.
 JZ2136
 JZ2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2136.GEOID18 height accuracy estimate available here.
 JZ2136
 JZ2136.Click photographs - Photos may exist for this station.
 JZ2136
 JZ2136.The dynamic height is computed by dividing the NAVD 88
 JZ2136.geopotential number by the normal gravity value computed on the
 JZ2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2136.degrees latitude (g = 980.6199 gals.).
 JZ2136
 JZ2136.The modeled gravity was interpolated from observed gravity values.
 JZ2136
 JZ2136;                    North         East    Units  Estimated Accuracy
 JZ2136;SPC IN E     -   461,075.      106,529.      MT  (+/- 10 meters HH2 GPS)
 JZ2136
 JZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2132962283(NAD 83)
 JZ2136
 JZ2136                          SUPERSEDED SURVEY CONTROL
 JZ2136
 JZ2136  NGVD 29 (??/??/92)  268.049  (m)          879.42   (f) ADJ UNCH    1 2
 JZ2136
 JZ2136.Superseded values are not recommended for survey control.
 JZ2136
 JZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2136.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2136
 JZ2136_MARKER: DB = BENCH MARK DISK
 JZ2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2136_STAMPING: G 266 1947
 JZ2136_MARK LOGO: CGS
 JZ2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2136+STABILITY: SURFACE MOTION
 JZ2136
 JZ2136  HISTORY     - Date     Condition        Report By
 JZ2136  HISTORY     - 1947     MONUMENTED       CGS
 JZ2136  HISTORY     - 1986     GOOD             NGS
 JZ2136
 JZ2136                          STATION DESCRIPTION
 JZ2136
 JZ2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2136'2 MI NW FROM ADAMS.
 JZ2136'ABOUT 2.0 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2136'FROM THE STATION AT ADAMS, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 JZ2136'ABOUT 15 RAILS SOUTHEAST OF MILE POST 70, 102 FEET NORTHEAST OF
 JZ2136'THE NORTHEAST RAIL, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JZ2136'2.5 FEET NORTHWEST OF A FENCE CORNER POST, 1.5 FEET SOUTHWEST
 JZ2136'OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JZ2136'POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ2136'POST PROJECTING 6 INCHES.  MARK IS ABOUT 2.8 MILES SOUTHEAST
 JZ2136'OF THE STATION AT ST. PAUL, SHELBY COUNTY.
 JZ2136
 JZ2136                          STATION RECOVERY (1986)
 JZ2136
 JZ2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2136'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM (7.45
 JZ2136'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2136'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.8 KM (1.75 MI) SOUTH ALONG A
 JZ2136'PAVED ROAD, THENCE 4.5 KM (2.8 MI) SOUTHEASTERLY ALONG THE CONRAIL
 JZ2136'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2246 ***********************************************************************
 JZ2246  DESIGNATION -  G 267
 JZ2246  PID         -  JZ2246
 JZ2246  STATE/COUNTY-  IN/SHELBY
 JZ2246  COUNTRY     -  US
 JZ2246  USGS QUAD   -  HOPE (2019)
 JZ2246
 JZ2246                         *CURRENT SURVEY CONTROL
 JZ2246  ______________________________________________________________________
 JZ2246* NAD 83(1986) POSITION- 39 21 53.     (N) 085 49 04.     (W)   SCALED
 JZ2246* NAVD 88 ORTHO HEIGHT -   212.461 (meters)      697.05  (feet) ADJUSTED
 JZ2246  ______________________________________________________________________
 JZ2246  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 JZ2246  DYNAMIC HEIGHT  -        212.332 (meters)      696.63  (feet) COMP
 JZ2246  MODELED GRAVITY -    980,017.2   (mgal)                       NAVD 88
 JZ2246
 JZ2246  VERT ORDER      -  SECOND    CLASS 0
 JZ2246
 JZ2246.The horizontal coordinates were scaled from a map and have
 JZ2246.an estimated accuracy of +/- 6 seconds.
 JZ2246
 JZ2246.The orthometric height was determined by differential leveling and
 JZ2246.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2246.in June 1991.
 JZ2246
 JZ2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2246.GEOID18 height accuracy estimate available here.
 JZ2246
 JZ2246.Click photographs - Photos may exist for this station.
 JZ2246
 JZ2246.The dynamic height is computed by dividing the NAVD 88
 JZ2246.geopotential number by the normal gravity value computed on the
 JZ2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2246.degrees latitude (g = 980.6199 gals.).
 JZ2246
 JZ2246.The modeled gravity was interpolated from observed gravity values.
 JZ2246
 JZ2246;                    North         East    Units  Estimated Accuracy
 JZ2246;SPC IN E     -   457,000.       86,980.      MT  (+/- 180 meters Scaled)
 JZ2246
 JZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ018579(NAD 83)
 JZ2246
 JZ2246                          SUPERSEDED SURVEY CONTROL
 JZ2246
 JZ2246  NGVD 29 (??/??/92)  212.577  (m)          697.43   (f) ADJ UNCH    2 0
 JZ2246
 JZ2246.Superseded values are not recommended for survey control.
 JZ2246
 JZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2246.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2246
 JZ2246_MARKER: DB = BENCH MARK DISK
 JZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2246_STAMPING: G 267 1947
 JZ2246_MARK LOGO: CGS
 JZ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2246+STABILITY: SURFACE MOTION
 JZ2246
 JZ2246  HISTORY     - Date     Condition        Report By
 JZ2246  HISTORY     - 1947     MONUMENTED       CGS
 JZ2246
 JZ2246                          STATION DESCRIPTION
 JZ2246
 JZ2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2246'0.6 MI E FROM FLAT ROCK.
 JZ2246'ABOUT 0.6 MILE EAST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM THE
 JZ2246'POST OFFICE AT FLAT ROCK, AT THE T JUNCTION WITH A NORTH-SOUTH
 JZ2246'ROAD, 92.5 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 20
 JZ2246'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30.5 FEET
 JZ2246'NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE LINE, 2 FEET
 JZ2246'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD
 JZ2246'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ2246'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2228 ***********************************************************************
 JZ2228  DESIGNATION -  G 268
 JZ2228  PID         -  JZ2228
 JZ2228  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2228  COUNTRY     -  US
 JZ2228  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2228
 JZ2228                         *CURRENT SURVEY CONTROL
 JZ2228  ______________________________________________________________________
 JZ2228* NAD 83(1986) POSITION- 39 13 30.     (N) 085 47 26.     (W)   SCALED
 JZ2228* NAVD 88 ORTHO HEIGHT -   200.544 (meters)      657.95  (feet) ADJUSTED
 JZ2228  ______________________________________________________________________
 JZ2228  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 JZ2228  DYNAMIC HEIGHT  -        200.420 (meters)      657.54  (feet) COMP
 JZ2228  MODELED GRAVITY -    980,005.9   (mgal)                       NAVD 88
 JZ2228
 JZ2228  VERT ORDER      -  SECOND    CLASS 0
 JZ2228
 JZ2228.The horizontal coordinates were scaled from a map and have
 JZ2228.an estimated accuracy of +/- 6 seconds.
 JZ2228
 JZ2228.The orthometric height was determined by differential leveling and
 JZ2228.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2228.in June 1991.
 JZ2228
 JZ2228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2228.GEOID18 height accuracy estimate available here.
 JZ2228
 JZ2228.Click photographs - Photos may exist for this station.
 JZ2228
 JZ2228.The dynamic height is computed by dividing the NAVD 88
 JZ2228.geopotential number by the normal gravity value computed on the
 JZ2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2228.degrees latitude (g = 980.6199 gals.).
 JZ2228
 JZ2228.The modeled gravity was interpolated from observed gravity values.
 JZ2228
 JZ2228;                    North         East    Units  Estimated Accuracy
 JZ2228;SPC IN E     -   441,480.       89,300.      MT  (+/- 180 meters Scaled)
 JZ2228
 JZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ043424(NAD 83)
 JZ2228
 JZ2228                          SUPERSEDED SURVEY CONTROL
 JZ2228
 JZ2228  NGVD 29 (??/??/92)  200.667  (m)          658.36   (f) ADJ UNCH    2 0
 JZ2228
 JZ2228.Superseded values are not recommended for survey control.
 JZ2228
 JZ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2228.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2228
 JZ2228_MARKER: DB = BENCH MARK DISK
 JZ2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2228_STAMPING: G 268 1947
 JZ2228_MARK LOGO: CGS
 JZ2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2228+STABILITY: SURFACE MOTION
 JZ2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2228+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 JZ2228
 JZ2228  HISTORY     - Date     Condition        Report By
 JZ2228  HISTORY     - 1947     MONUMENTED       CGS
 JZ2228  HISTORY     - 20051230 GOOD             BFSINC
 JZ2228
 JZ2228                          STATION DESCRIPTION
 JZ2228
 JZ2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2228'1.6 MI NE FROM PETERSVILLE.
 JZ2228'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2228'CROSSROADS AT PETERSVILLE, ABOUT 0.25 MILE EAST OF A STEEL
 JZ2228'BRIDGE OVER CLIFTY CREEK, IN THE NORTHEAST ANGLE OF THE
 JZ2228'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 50 FEET NORTH OF
 JZ2228'THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF THE CENTER LINE
 JZ2228'OF THE CROSSROAD, 4.0 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH
 JZ2228'OF A FENCE LINE, 27.5 FEET WEST OF A CONCRETE HIGHWAY
 JZ2228'RIGHT-OF-WAY MARKER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2228'ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2228'POST PROJECTING ABOUT 6 INCHES.
 JZ2228
 JZ2228                          STATION RECOVERY (2005)
 JZ2228
 JZ2228'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 JZ2228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1265 ***********************************************************************
 JZ1265  DESIGNATION -  G 269
 JZ1265  PID         -  JZ1265
 JZ1265  STATE/COUNTY-  IN/FRANKLIN
 JZ1265  COUNTRY     -  US
 JZ1265  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1265
 JZ1265                         *CURRENT SURVEY CONTROL
 JZ1265  ______________________________________________________________________
 JZ1265* NAD 83(1986) POSITION- 39 30 34.3    (N) 084 53 28.2    (W)   HD_HELD2
 JZ1265* NAVD 88 ORTHO HEIGHT -   314.996 (meters)     1033.45  (feet) ADJUSTED
 JZ1265  ______________________________________________________________________
 JZ1265  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 JZ1265  DYNAMIC HEIGHT  -        314.812 (meters)     1032.85  (feet) COMP
 JZ1265  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 JZ1265
 JZ1265  VERT ORDER      -  SECOND    CLASS 0
 JZ1265
 JZ1265.The horizontal coordinates were established by autonomous hand held GPS
 JZ1265.observations and have an estimated accuracy of +/- 10 meters.
 JZ1265
 JZ1265.The orthometric height was determined by differential leveling and
 JZ1265.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1265.in June 1991.
 JZ1265
 JZ1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1265.GEOID18 height accuracy estimate available here.
 JZ1265
 JZ1265.Click photographs - Photos may exist for this station.
 JZ1265
 JZ1265.The dynamic height is computed by dividing the NAVD 88
 JZ1265.geopotential number by the normal gravity value computed on the
 JZ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1265.degrees latitude (g = 980.6199 gals.).
 JZ1265
 JZ1265.The modeled gravity was interpolated from observed gravity values.
 JZ1265
 JZ1265;                    North         East    Units  Estimated Accuracy
 JZ1265;SPC IN E     -   473,350.      166,692.      MT  (+/- 10 meters HH2 GPS)
 JZ1265
 JZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8129875445(NAD 83)
 JZ1265
 JZ1265                          SUPERSEDED SURVEY CONTROL
 JZ1265
 JZ1265  NGVD 29 (??/??/92)  315.159  (m)         1033.98   (f) ADJ UNCH    2 0
 JZ1265
 JZ1265.Superseded values are not recommended for survey control.
 JZ1265
 JZ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1265.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1265
 JZ1265_MARKER: DB = BENCH MARK DISK
 JZ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1265_STAMPING: G 269 1947
 JZ1265_MARK LOGO: CGS
 JZ1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1265+STABILITY: SURFACE MOTION
 JZ1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1265+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ1265
 JZ1265  HISTORY     - Date     Condition        Report By
 JZ1265  HISTORY     - 1947     MONUMENTED       CGS
 JZ1265  HISTORY     - 20050930 GOOD             GEOCAC
 JZ1265
 JZ1265                          STATION DESCRIPTION
 JZ1265
 JZ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1265'AT OLD BATH.
 JZ1265'AT OLD BATH, IN THE NORTHEAST QUARTERS OF THE CROSSROADS, ABOUT
 JZ1265'0.9 MILE WEST OF BATH SCHOOL, 118 FEET EAST OF THE CENTER LINE
 JZ1265'OF THE NORTH-SOUTH ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE
 JZ1265'EAST-WEST ROAD, 37.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JZ1265'BARN, 7 FEET WEST OF A T FENCE CORNER, 3 FEET WEST OF A WHITE
 JZ1265'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1265'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1265
 JZ1265                          STATION RECOVERY (2005)
 JZ1265
 JZ1265'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1265'THE LOCATION IS NOW IN A RESIDENTIAL LAWN.  THE BARN, FENCE AND
 JZ1265'WITNESS POST ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0431 ***********************************************************************
 LB0431  DESIGNATION -  G 27
 LB0431  PID         -  LB0431
 LB0431  STATE/COUNTY-  IN/HOWARD
 LB0431  COUNTRY     -  US
 LB0431  USGS QUAD   -  KOKOMO WEST (2019)
 LB0431
 LB0431                         *CURRENT SURVEY CONTROL
 LB0431  ______________________________________________________________________
 LB0431* NAD 83(1986) POSITION- 40 25 38.     (N) 086 14 34.     (W)   SCALED
 LB0431* NAVD 88 ORTHO HEIGHT -   256.133 (meters)      840.33  (feet) ADJUSTED
 LB0431  ______________________________________________________________________
 LB0431  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 LB0431  DYNAMIC HEIGHT  -        255.998 (meters)      839.89  (feet) COMP
 LB0431  MODELED GRAVITY -    980,093.0   (mgal)                       NAVD 88
 LB0431
 LB0431  VERT ORDER      -  SECOND    CLASS 0
 LB0431
 LB0431.The horizontal coordinates were scaled from a map and have
 LB0431.an estimated accuracy of +/- 6 seconds.
 LB0431
 LB0431.The orthometric height was determined by differential leveling and
 LB0431.adjusted by the NATIONAL GEODETIC SURVEY
 LB0431.in June 1991.
 LB0431
 LB0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0431.GEOID18 height accuracy estimate available here.
 LB0431
 LB0431.Click photographs - Photos may exist for this station.
 LB0431
 LB0431.The dynamic height is computed by dividing the NAVD 88
 LB0431.geopotential number by the normal gravity value computed on the
 LB0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0431.degrees latitude (g = 980.6199 gals.).
 LB0431
 LB0431.The modeled gravity was interpolated from observed gravity values.
 LB0431
 LB0431;                    North         East    Units  Estimated Accuracy
 LB0431;SPC IN E     -   575,110.       51,110.      MT  (+/- 180 meters Scaled)
 LB0431
 LB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK642754(NAD 83)
 LB0431
 LB0431                          SUPERSEDED SURVEY CONTROL
 LB0431
 LB0431  NGVD 29 (??/??/92)  256.244  (m)          840.69   (f) ADJ UNCH    2 0
 LB0431
 LB0431.Superseded values are not recommended for survey control.
 LB0431
 LB0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0431.See file dsdata.pdf to determine how the superseded data were derived.
 LB0431
 LB0431_MARKER: DB = BENCH MARK DISK
 LB0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0431_STAMPING: G 27 1934
 LB0431_MARK LOGO: CGS
 LB0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0431+STABILITY: SURFACE MOTION
 LB0431
 LB0431  HISTORY     - Date     Condition        Report By
 LB0431  HISTORY     - 1934     MONUMENTED       CGS
 LB0431  HISTORY     - 1946     GOOD             CGS
 LB0431
 LB0431                          STATION DESCRIPTION
 LB0431
 LB0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0431'1.8 MI NE FROM RUSSIAVILLE.
 LB0431'1.8 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0431'RAILROAD FROM THE STATION AT RUSSIAVILLE, HOWARD COUNTY, 100
 LB0431'YARDS SOUTHEAST OF THE W.A. STRATTEN HOME, 25 YARDS SOUTH OF
 LB0431'POLE 188/25, IN THE EAST ANGLE OF THE CROSSING OF A GRAVEL ROAD,
 LB0431'22 YARDS NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 14 YARDS
 LB0431'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.5 FEET SOUTHWEST OF A WHITE
 LB0431'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 27 1934 AND SET
 LB0431'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2165 ***********************************************************************
 JZ2165  DESIGNATION -  G 270
 JZ2165  PID         -  JZ2165
 JZ2165  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2165  COUNTRY     -  US
 JZ2165  USGS QUAD   -  GRAMMER (2019)
 JZ2165
 JZ2165                         *CURRENT SURVEY CONTROL
 JZ2165  ______________________________________________________________________
 JZ2165* NAD 83(1986) POSITION- 39 09 35.98   (N) 085 43 29.02   (W)   HD_HELD1
 JZ2165* NAVD 88 ORTHO HEIGHT -   219.092 (meters)      718.80  (feet) ADJUSTED
 JZ2165  ______________________________________________________________________
 JZ2165  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ2165  DYNAMIC HEIGHT  -        218.955 (meters)      718.35  (feet) COMP
 JZ2165  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 JZ2165
 JZ2165  VERT ORDER      -  SECOND    CLASS 0
 JZ2165
 JZ2165.The horizontal coordinates were determined by differentially corrected
 JZ2165.hand held GPS observations or other comparable positioning techniques
 JZ2165.and have an estimated accuracy of +/- 3 meters.
 JZ2165
 JZ2165.The orthometric height was determined by differential leveling and
 JZ2165.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2165.in June 1991.
 JZ2165
 JZ2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2165.GEOID18 height accuracy estimate available here.
 JZ2165
 JZ2165.Click photographs - Photos may exist for this station.
 JZ2165
 JZ2165.The dynamic height is computed by dividing the NAVD 88
 JZ2165.geopotential number by the normal gravity value computed on the
 JZ2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2165.degrees latitude (g = 980.6199 gals.).
 JZ2165
 JZ2165.The modeled gravity was interpolated from observed gravity values.
 JZ2165
 JZ2165;                    North         East    Units  Estimated Accuracy
 JZ2165;SPC IN E     -   434,259.4      94,981.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2165
 JZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1018035305(NAD 83)
 JZ2165
 JZ2165                          SUPERSEDED SURVEY CONTROL
 JZ2165
 JZ2165  NGVD 29 (??/??/92)  219.213  (m)          719.20   (f) ADJ UNCH    2 0
 JZ2165
 JZ2165.Superseded values are not recommended for survey control.
 JZ2165
 JZ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2165.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2165
 JZ2165_MARKER: DB = BENCH MARK DISK
 JZ2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2165_STAMPING: G 270 1947
 JZ2165_MARK LOGO: CGS
 JZ2165_PROJECTION: FLUSH
 JZ2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2165+STABILITY: SURFACE MOTION
 JZ2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2165+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2022
 JZ2165
 JZ2165  HISTORY     - Date     Condition        Report By
 JZ2165  HISTORY     - 1947     MONUMENTED       CGS
 JZ2165  HISTORY     - 20220714 GOOD             INDOT
 JZ2165
 JZ2165                          STATION DESCRIPTION
 JZ2165
 JZ2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2165'0.6 MI N FROM GRAMMER.
 JZ2165'ABOUT 0.65 MILE NORTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2165'GRAMMER, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION OF AN
 JZ2165'EAST-WEST BLACK TOP ROAD, 34.5 FEET NORTH OF THE CENTER LINE
 JZ2165'OF THE CROSS ROAD, 15.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2165'NORTH-SOUTH ROAD, 20 FEET NORTH OF A FENCE CORNER POST, 17.5
 JZ2165'FEET NORTH OF POWER POLE NO. 201/939, 1 FOOT EAST OF THE FENCE
 JZ2165'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2165'WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2165'5 INCHES.
 JZ2165
 JZ2165                          STATION RECOVERY (2022)
 JZ2165
 JZ2165'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2218 ***********************************************************************
 JZ2218  DESIGNATION -  G 271
 JZ2218  PID         -  JZ2218
 JZ2218  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2218  COUNTRY     -  US
 JZ2218  USGS QUAD   -  COLUMBUS (2019)
 JZ2218
 JZ2218                         *CURRENT SURVEY CONTROL
 JZ2218  ______________________________________________________________________
 JZ2218* NAD 83(1986) POSITION- 39 09 29.     (N) 085 55 28.     (W)   SCALED
 JZ2218* NAVD 88 ORTHO HEIGHT -   187.395 (meters)      614.81  (feet) ADJUSTED
 JZ2218  ______________________________________________________________________
 JZ2218  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 JZ2218  DYNAMIC HEIGHT  -        187.280 (meters)      614.43  (feet) COMP
 JZ2218  MODELED GRAVITY -    980,008.9   (mgal)                       NAVD 88
 JZ2218
 JZ2218  VERT ORDER      -  SECOND    CLASS 0
 JZ2218
 JZ2218.The horizontal coordinates were scaled from a map and have
 JZ2218.an estimated accuracy of +/- 6 seconds.
 JZ2218
 JZ2218.The orthometric height was determined by differential leveling and
 JZ2218.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2218.in June 1991.
 JZ2218
 JZ2218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2218.GEOID18 height accuracy estimate available here.
 JZ2218
 JZ2218.Click photographs - Photos may exist for this station.
 JZ2218
 JZ2218.The dynamic height is computed by dividing the NAVD 88
 JZ2218.geopotential number by the normal gravity value computed on the
 JZ2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2218.degrees latitude (g = 980.6199 gals.).
 JZ2218
 JZ2218.The modeled gravity was interpolated from observed gravity values.
 JZ2218
 JZ2218;                    North         East    Units  Estimated Accuracy
 JZ2218;SPC IN E     -   434,070.       77,720.      MT  (+/- 180 meters Scaled)
 JZ2218
 JZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ929348(NAD 83)
 JZ2218
 JZ2218                          SUPERSEDED SURVEY CONTROL
 JZ2218
 JZ2218  NGVD 29 (??/??/92)  187.517  (m)          615.21   (f) ADJ UNCH    2 0
 JZ2218
 JZ2218.Superseded values are not recommended for survey control.
 JZ2218
 JZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2218.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2218
 JZ2218_MARKER: DB = BENCH MARK DISK
 JZ2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2218_STAMPING: G 271 1947
 JZ2218_MARK LOGO: CGS
 JZ2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2218+STABILITY: SURFACE MOTION
 JZ2218
 JZ2218  HISTORY     - Date     Condition        Report By
 JZ2218  HISTORY     - 1947     MONUMENTED       CGS
 JZ2218
 JZ2218                          STATION DESCRIPTION
 JZ2218
 JZ2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2218'3.4 MI S FROM COLUMBUS.
 JZ2218'ABOUT 3.35 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 31 FROM THE
 JZ2218'COURT HOUSE AT COLUMBUS, IN THE NORTHWEST ANGLE OF A GRAVEL LANE
 JZ2218'LEADING WEST ACROSS THE PENNSYLVANIA RAILROAD TO A GROUP OF
 JZ2218'SMALL HOUSES, 30.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JZ2218'HIGHWAY, 16.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JZ2218'RAILROAD, 49 FEET NORTH OF THE CENTER LINE OF THE GRAVEL LANE,
 JZ2218'46 FEET SOUTHEAST OF A TELEGRAPH POLE AND IN LINE WITH THE ROW
 JZ2218'OF POLES, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2218'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2218'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1837 ***********************************************************************
 JZ1837  DESIGNATION -  G 272
 JZ1837  PID         -  JZ1837
 JZ1837  STATE/COUNTY-  IN/DECATUR
 JZ1837  COUNTRY     -  US
 JZ1837  USGS QUAD   -  GREENSBURG (2019)
 JZ1837
 JZ1837                         *CURRENT SURVEY CONTROL
 JZ1837  ______________________________________________________________________
 JZ1837* NAD 83(1986) POSITION- 39 19 02.5    (N) 085 22 54.8    (W)   HD_HELD2
 JZ1837* NAVD 88 ORTHO HEIGHT -   304.397 (meters)      998.68  (feet) ADJUSTED
 JZ1837  ______________________________________________________________________
 JZ1837  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1837  DYNAMIC HEIGHT  -        304.206 (meters)      998.05  (feet) COMP
 JZ1837  MODELED GRAVITY -    979,991.1   (mgal)                       NAVD 88
 JZ1837
 JZ1837  VERT ORDER      -  FIRST     CLASS II
 JZ1837
 JZ1837.The horizontal coordinates were established by autonomous hand held GPS
 JZ1837.observations and have an estimated accuracy of +/- 10 meters.
 JZ1837
 JZ1837.The orthometric height was determined by differential leveling and
 JZ1837.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1837.in June 1991.
 JZ1837
 JZ1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1837.GEOID18 height accuracy estimate available here.
 JZ1837
 JZ1837.Click photographs - Photos may exist for this station.
 JZ1837
 JZ1837.The dynamic height is computed by dividing the NAVD 88
 JZ1837.geopotential number by the normal gravity value computed on the
 JZ1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1837.degrees latitude (g = 980.6199 gals.).
 JZ1837
 JZ1837.The modeled gravity was interpolated from observed gravity values.
 JZ1837
 JZ1837;                    North         East    Units  Estimated Accuracy
 JZ1837;SPC IN E     -   451,767.      124,558.      MT  (+/- 10 meters HH2 GPS)
 JZ1837
 JZ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3949053243(NAD 83)
 JZ1837
 JZ1837                          SUPERSEDED SURVEY CONTROL
 JZ1837
 JZ1837  NGVD 29 (??/??/92)  304.519  (m)          999.08   (f) ADJ UNCH    1 2
 JZ1837
 JZ1837.Superseded values are not recommended for survey control.
 JZ1837
 JZ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1837.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1837
 JZ1837_MARKER: DB = BENCH MARK DISK
 JZ1837_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1837_SP_SET: CULVERT WINGWALL
 JZ1837_STAMPING: G 272 1947
 JZ1837_MARK LOGO: CGS
 JZ1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1837+STABILITY: SURFACE MOTION
 JZ1837
 JZ1837  HISTORY     - Date     Condition        Report By
 JZ1837  HISTORY     - 1947     MONUMENTED       CGS
 JZ1837  HISTORY     - 1986     GOOD             NGS
 JZ1837  HISTORY     - 20131126 GOOD             GEOCAC
 JZ1837
 JZ1837                          STATION DESCRIPTION
 JZ1837
 JZ1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1837'2.9 MI NW FROM NEW POINT.
 JZ1837'ABOUT 2.9 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1837'FROM THE STATION AT NEW POINT, ABOUT 0.2 MILE SOUTHEAST OF
 JZ1837'MILE POST 57, 45 FEET WEST-SOUTHWEST OF POLE 56/40, AT RAILROAD
 JZ1837'CULVERT 331, SET IN THE TOP OF THE TOP STEP OF THE NORTHWEST
 JZ1837'CONCRETE WING WALL, 19 FEET NORTH OF THE NORTH RAIL AND ABOUT
 JZ1837'7 FEET BELOW THE TRACK.
 JZ1837
 JZ1837                          STATION RECOVERY (1986)
 JZ1837
 JZ1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1837'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8
 JZ1837'MI) SOUTHERLY ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION
 JZ1837'WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 8.8 KM (5.45 MI)
 JZ1837'SOUTHEASTERLY ALONG STATE HIGHWAY 46, IN THE NORTHWEST END OF THE
 JZ1837'NORTH CONCRETE WINGWALL OF A CULVERT UNDER THE CONRAIL RAILROAD,
 JZ1837'20.1 M (65.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.8 M
 JZ1837'(19.0 FT) NORTH OF THE NEAR RAIL.
 JZ1837'THE MARK IS 2.2 M BELOW THE TRACKS.
 JZ1837
 JZ1837                          STATION RECOVERY (2013)
 JZ1837
 JZ1837'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ1837'BENCHMARK WAS FOUND AS DESCRIBED ON STATE ROAD 46, EAST OF S COUNTY
 JZ1837'ROAD 500 E. MARK IS ON THE 5TH STEP ON THE RIGHT OR WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0547 ***********************************************************************
 JZ0547  DESIGNATION -  G 273
 JZ0547  PID         -  JZ0547
 JZ0547  STATE/COUNTY-  IN/DEARBORN
 JZ0547  COUNTRY     -  US
 JZ0547  USGS QUAD   -  GUILFORD (2019)
 JZ0547
 JZ0547                         *CURRENT SURVEY CONTROL
 JZ0547  ______________________________________________________________________
 JZ0547* NAD 83(1986) POSITION- 39 10 13.     (N) 084 54 31.     (W)   SCALED
 JZ0547* NAVD 88 ORTHO HEIGHT -   153.286 (meters)      502.91  (feet) ADJUSTED
 JZ0547  ______________________________________________________________________
 JZ0547  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ0547  DYNAMIC HEIGHT  -        153.192 (meters)      502.60  (feet) COMP
 JZ0547  MODELED GRAVITY -    980,009.3   (mgal)                       NAVD 88
 JZ0547
 JZ0547  VERT ORDER      -  FIRST     CLASS II
 JZ0547
 JZ0547.The horizontal coordinates were scaled from a map and have
 JZ0547.an estimated accuracy of +/- 6 seconds.
 JZ0547
 JZ0547.The orthometric height was determined by differential leveling and
 JZ0547.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0547.in June 1991.
 JZ0547
 JZ0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0547.GEOID18 height accuracy estimate available here.
 JZ0547
 JZ0547.Click photographs - Photos may exist for this station.
 JZ0547
 JZ0547.The dynamic height is computed by dividing the NAVD 88
 JZ0547.geopotential number by the normal gravity value computed on the
 JZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0547.degrees latitude (g = 980.6199 gals.).
 JZ0547
 JZ0547.The modeled gravity was interpolated from observed gravity values.
 JZ0547
 JZ0547;                    North         East    Units  Estimated Accuracy
 JZ0547;SPC IN E     -   435,670.      165,510.      MT  (+/- 180 meters Scaled)
 JZ0547
 JZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ806377(NAD 83)
 JZ0547
 JZ0547                          SUPERSEDED SURVEY CONTROL
 JZ0547
 JZ0547  NGVD 29 (??/??/92)  153.494  (m)          503.59   (f) ADJ UNCH    1 2
 JZ0547
 JZ0547.Superseded values are not recommended for survey control.
 JZ0547
 JZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0547.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0547
 JZ0547_MARKER: DB = BENCH MARK DISK
 JZ0547_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ0547_SP_SET: BOX CULVERT WINGWALL
 JZ0547_STAMPING: G 273 1947
 JZ0547_MARK LOGO: CGS
 JZ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0547+STABILITY: SURFACE MOTION
 JZ0547
 JZ0547  HISTORY     - Date     Condition        Report By
 JZ0547  HISTORY     - 1947     MONUMENTED       CGS
 JZ0547  HISTORY     - 1986     GOOD             NGS
 JZ0547  HISTORY     - 20060604 GOOD             GEOCAC
 JZ0547
 JZ0547                          STATION DESCRIPTION
 JZ0547
 JZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0547'AT GUILFORD.
 JZ0547'AT GUILFORD, AT THE JUNCTION OF STATE HIGHWAY 1 AND A BLACK TOP
 JZ0547'STREET LEADING SOUTHWEST INTO GUILFORD, ABOUT 150 YARDS EAST OF
 JZ0547'THE SCHOOL, SET IN THE TOP OF THE SOUTHWEST END OF THE WEST WING
 JZ0547'WALL OF A 6 BY 4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 38
 JZ0547'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 JZ0547'SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD AND ABOUT 2.5
 JZ0547'FEET BELOW THE HIGHWAY.  NOTE-- MARK IS ABOUT 0.45 MILE NORTHEAST
 JZ0547'OF THE NEW YORK CENTRAL RAILROAD STATION AT GUILFORD.
 JZ0547
 JZ0547                          STATION RECOVERY (1986)
 JZ0547
 JZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0547'RECOVERED IN GOOD CONDITION.  A NEW DESRIPTION FOLLOWS.  11.9 KM (7.4
 JZ0547'MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH U.S.
 JZ0547'HIGHWAY 50 IN LAWRENCEBURG, IN THE SOUTHWEST END OF THE WEST CONCRETE
 JZ0547'WINGWALL OF A 4- BY 6-FOOT BOX CULVERT UNDER THE HIGHWAY, 11.6 M (38.1
 JZ0547'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.5 M (34.4 FT)
 JZ0547'SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST TO GUILFORD.
 JZ0547'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 JZ0547
 JZ0547                          STATION RECOVERY (2006)
 JZ0547
 JZ0547'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0547'FOUND IN GOOD CONDITION IN TOP OF HEADWALL AS DESCRIBED. MARK IS
 JZ0547'LOCATED IN THE SOUTH CORNER OF HIWAY 1 AND YORK RIDGE RD., ON THE SAME
 JZ0547'CORNER AS THE GUILFORD BRIDGE PARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0929 ***********************************************************************
 JZ0929  DESIGNATION -  G 274
 JZ0929  PID         -  JZ0929
 JZ0929  STATE/COUNTY-  IN/FRANKLIN
 JZ0929  COUNTRY     -  US
 JZ0929  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0929
 JZ0929                         *CURRENT SURVEY CONTROL
 JZ0929  ______________________________________________________________________
 JZ0929* NAD 83(1986) POSITION- 39 18 53.31   (N) 084 53 10.38   (W)   HD_HELD1
 JZ0929* NAVD 88 ORTHO HEIGHT -   286.341 (meters)      939.44  (feet) ADJUSTED
 JZ0929  ______________________________________________________________________
 JZ0929  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 JZ0929  DYNAMIC HEIGHT  -        286.171 (meters)      938.88  (feet) COMP
 JZ0929  MODELED GRAVITY -    980,025.4   (mgal)                       NAVD 88
 JZ0929
 JZ0929  VERT ORDER      -  SECOND    CLASS 0
 JZ0929
 JZ0929.The horizontal coordinates were determined by differentially corrected
 JZ0929.hand held GPS observations or other comparable positioning techniques
 JZ0929.and have an estimated accuracy of +/- 3 meters.
 JZ0929
 JZ0929.The orthometric height was determined by differential leveling and
 JZ0929.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0929.in June 1991.
 JZ0929
 JZ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0929.GEOID18 height accuracy estimate available here.
 JZ0929
 JZ0929.Click photographs - Photos may exist for this station.
 JZ0929
 JZ0929.The dynamic height is computed by dividing the NAVD 88
 JZ0929.geopotential number by the normal gravity value computed on the
 JZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0929.degrees latitude (g = 980.6199 gals.).
 JZ0929
 JZ0929.The modeled gravity was interpolated from observed gravity values.
 JZ0929
 JZ0929;                    North         East    Units  Estimated Accuracy
 JZ0929;SPC IN E     -   451,735.1     167,305.1     MT  (+/- 3 meters HH1 GPS) 
 JZ0929
 JZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8223053842(NAD 83)
 JZ0929
 JZ0929                          SUPERSEDED SURVEY CONTROL
 JZ0929
 JZ0929  NGVD 29 (??/??/92)  286.526  (m)          940.04   (f) ADJ UNCH    2 0
 JZ0929
 JZ0929.Superseded values are not recommended for survey control.
 JZ0929
 JZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0929.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0929
 JZ0929_MARKER: DB = BENCH MARK DISK
 JZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0929_STAMPING: G 274 1947
 JZ0929_MARK LOGO: CGS
 JZ0929_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0929+STABILITY: SURFACE MOTION
 JZ0929
 JZ0929  HISTORY     - Date     Condition        Report By
 JZ0929  HISTORY     - 1947     MONUMENTED       CGS
 JZ0929  HISTORY     - 1974     POOR             USGS
 JZ0929
 JZ0929                          STATION DESCRIPTION
 JZ0929
 JZ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0929'1.1 MI E FROM NEW TRENTON.
 JZ0929'0.15 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ0929'NEW TRENTON, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A WINDING
 JZ0929'ROAD LEADING TO ROCKDALE, AT THE ANDREW SMITH FARM, 59.5 FEET
 JZ0929'WEST OF THE WEST CORNER OF A BARN, 11 FEET SOUTHEAST OF THE
 JZ0929'CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST OF A FENCE CORNER, 1
 JZ0929'FOOT NORTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 JZ0929'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ0929'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0929
 JZ0929                          STATION RECOVERY (1974)
 JZ0929
 JZ0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JZ0929'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0096 ***********************************************************************
 HB0096  DESIGNATION -  G 275
 HB0096  PID         -  HB0096
 HB0096  STATE/COUNTY-  IN/POSEY
 HB0096  COUNTRY     -  US
 HB0096  USGS QUAD   -  EMMA (2018)
 HB0096
 HB0096                         *CURRENT SURVEY CONTROL
 HB0096  ______________________________________________________________________
 HB0096* NAD 83(1986) POSITION- 37 52 40.     (N) 088 03 29.     (W)   SCALED
 HB0096* NAVD 88 ORTHO HEIGHT -   109.812 (meters)      360.27  (feet) ADJUSTED
 HB0096  ______________________________________________________________________
 HB0096  GEOID HEIGHT    -        -30.305 (meters)                     GEOID18
 HB0096  DYNAMIC HEIGHT  -        109.737 (meters)      360.03  (feet) COMP
 HB0096  MODELED GRAVITY -    979,947.6   (mgal)                       NAVD 88
 HB0096
 HB0096  VERT ORDER      -  FIRST     CLASS II
 HB0096
 HB0096.The horizontal coordinates were scaled from a map and have
 HB0096.an estimated accuracy of +/- 6 seconds.
 HB0096
 HB0096.The orthometric height was determined by differential leveling and
 HB0096.adjusted by the NATIONAL GEODETIC SURVEY
 HB0096.in June 1991.
 HB0096
 HB0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0096.GEOID18 height accuracy estimate available here.
 HB0096
 HB0096.Click photographs - Photos may exist for this station.
 HB0096
 HB0096.The dynamic height is computed by dividing the NAVD 88
 HB0096.geopotential number by the normal gravity value computed on the
 HB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0096.degrees latitude (g = 980.6199 gals.).
 HB0096
 HB0096.The modeled gravity was interpolated from observed gravity values.
 HB0096
 HB0096;                    North         East    Units  Estimated Accuracy
 HB0096;SPC IN W     -   292,380.      814,250.      MT  (+/- 180 meters Scaled)
 HB0096
 HB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG069927(NAD 83)
 HB0096
 HB0096                          SUPERSEDED SURVEY CONTROL
 HB0096
 HB0096  NGVD 29 (11/26/84)  109.919  (m)          360.63   (f) ADJUSTED    1 2
 HB0096
 HB0096.Superseded values are not recommended for survey control.
 HB0096
 HB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0096.See file dsdata.pdf to determine how the superseded data were derived.
 HB0096
 HB0096_MARKER: DB = BENCH MARK DISK
 HB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0096_STAMPING: G 275 1954
 HB0096_MARK LOGO: CGS
 HB0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0096+STABILITY: SURFACE MOTION
 HB0096
 HB0096  HISTORY     - Date     Condition        Report By
 HB0096  HISTORY     - 1954     MONUMENTED       CGS
 HB0096
 HB0096                          STATION DESCRIPTION
 HB0096
 HB0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0096'8.8 MI SW FROM PRAIRIE.
 HB0096'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0096'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HB0096'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG
 HB0096'A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A
 HB0096'GRAVEL ROAD, THENCE ABOUT 2.3 MILES WEST ALONG A GRAVEL ROAD,
 HB0096'ABOUT 0.9 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST
 HB0096'WHICH IS AT THE EAST END OF HALFMOON POND, AT A RIGHT ANGLE TURN
 HB0096'IN ROAD WITH TANGENTS EXTENDING EAST AND NORTH, 35 FEET SOUTHWEST
 HB0096'OF CENTER LINE OF ROAD AT CENTER OF CURVE, ABOUT IN LINE WITH THE
 HB0096'EXTENDED CENTER LINE OF EAST TANGENT, 6 FEET WEST OF EXTENDED
 HB0096'CENTER LINE OF NORTH TANGENT, 204 FEET SOUTH OF CENTER OF JUNCTION
 HB0096'OF NORTH TANGENT AND A ROAD LEADING WEST, 119 FEET SOUTHEAST OF THE
 HB0096'SOUTHEAST CORNER OF A HOUSE, 89 FEET EAST-NORTHEAST OF THE NORTHEAST
 HB0096'CORNER OF A BARN, 16 1/2 FEET WEST OF A 30-INCH OAK TREE 5 FEET
 HB0096'WEST OF A FENCE LINE LEADING SOUTH, 2 1/2 FEET SOUTH OF A WHITE
 HB0096'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET
 HB0096'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1598 ***********************************************************************
 JZ1598  DESIGNATION -  G 276
 JZ1598  PID         -  JZ1598
 JZ1598  STATE/COUNTY-  IN/FAYETTE
 JZ1598  COUNTRY     -  US
 JZ1598  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1598
 JZ1598                         *CURRENT SURVEY CONTROL
 JZ1598  ______________________________________________________________________
 JZ1598* NAD 83(1986) POSITION- 39 45 33.     (N) 085 11 04.     (W)   SCALED
 JZ1598* NAVD 88 ORTHO HEIGHT -   314.071 (meters)     1030.41  (feet) ADJUSTED
 JZ1598  ______________________________________________________________________
 JZ1598  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ1598  DYNAMIC HEIGHT  -        313.889 (meters)     1029.82  (feet) COMP
 JZ1598  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 JZ1598
 JZ1598  VERT ORDER      -  SECOND    CLASS 0
 JZ1598
 JZ1598.The horizontal coordinates were scaled from a map and have
 JZ1598.an estimated accuracy of +/- 6 seconds.
 JZ1598
 JZ1598.The orthometric height was determined by differential leveling and
 JZ1598.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1598.in June 1991.
 JZ1598
 JZ1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1598.GEOID18 height accuracy estimate available here.
 JZ1598
 JZ1598.Click photographs - Photos may exist for this station.
 JZ1598
 JZ1598.The dynamic height is computed by dividing the NAVD 88
 JZ1598.geopotential number by the normal gravity value computed on the
 JZ1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1598.degrees latitude (g = 980.6199 gals.).
 JZ1598
 JZ1598.The modeled gravity was interpolated from observed gravity values.
 JZ1598
 JZ1598;                    North         East    Units  Estimated Accuracy
 JZ1598;SPC IN E     -   500,890.      141,320.      MT  (+/- 180 meters Scaled)
 JZ1598
 JZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555026(NAD 83)
 JZ1598
 JZ1598                          SUPERSEDED SURVEY CONTROL
 JZ1598
 JZ1598  NGVD 29 (??/??/92)  314.211  (m)         1030.87   (f) ADJ UNCH    2 0
 JZ1598
 JZ1598.Superseded values are not recommended for survey control.
 JZ1598
 JZ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1598.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1598
 JZ1598_MARKER: DB = BENCH MARK DISK
 JZ1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1598_STAMPING: G 276 1947
 JZ1598_MARK LOGO: CGS
 JZ1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1598+STABILITY: SURFACE MOTION
 JZ1598
 JZ1598  HISTORY     - Date     Condition        Report By
 JZ1598  HISTORY     - 1947     MONUMENTED       CGS
 JZ1598
 JZ1598                          STATION DESCRIPTION
 JZ1598
 JZ1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1598'4 MI S FROM CAMBRIDGE CITY.
 JZ1598'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1598'AT CAMBRIDGE CITY, THENCE 3.65 MILES SOUTH ALONG A GRAVEL ROAD,
 JZ1598'AT THE T JUNCTION WITH AN EAST-WEST ROAD, IN THE NORTHWEST
 JZ1598'QUARTER OF THE JUNCTION, 16 FEET WEST OF THE CENTER LINE OF THE
 JZ1598'FAYETTE-WAYNE (NORTH-SOUTH) COUNTY LINE ROAD, 66 FEET NORTH OF
 JZ1598'THE CENTER LINE OF THE EAST-WEST ROAD, 48 FEET NORTH OF A FENCE
 JZ1598'CORNER, 1 FOOT EAST OF A FENCE CORNER, 2 1/2 FEET NORTH OF A
 JZ1598'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1598'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1217 ***********************************************************************
 JZ1217  DESIGNATION -  G 277
 JZ1217  PID         -  JZ1217
 JZ1217  STATE/COUNTY-  IN/WAYNE
 JZ1217  COUNTRY     -  US
 JZ1217  USGS QUAD   -  LIBERTY (2019)
 JZ1217
 JZ1217                         *CURRENT SURVEY CONTROL
 JZ1217  ______________________________________________________________________
 JZ1217* NAD 83(1986) POSITION- 39 44 45.5    (N) 084 55 27.1    (W)   HD_HELD2
 JZ1217* NAVD 88 ORTHO HEIGHT -   300.362 (meters)      985.44  (feet) ADJUSTED
 JZ1217  ______________________________________________________________________
 JZ1217  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 JZ1217  DYNAMIC HEIGHT  -        300.187 (meters)      984.86  (feet) COMP
 JZ1217  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1217
 JZ1217  VERT ORDER      -  SECOND    CLASS 0
 JZ1217
 JZ1217.The horizontal coordinates were established by autonomous hand held GPS
 JZ1217.observations and have an estimated accuracy of +/- 10 meters.
 JZ1217
 JZ1217.The orthometric height was determined by differential leveling and
 JZ1217.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1217.in June 1991.
 JZ1217
 JZ1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1217.GEOID18 height accuracy estimate available here.
 JZ1217
 JZ1217.Click photographs - Photos may exist for this station.
 JZ1217
 JZ1217.The dynamic height is computed by dividing the NAVD 88
 JZ1217.geopotential number by the normal gravity value computed on the
 JZ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1217.degrees latitude (g = 980.6199 gals.).
 JZ1217
 JZ1217.The modeled gravity was interpolated from observed gravity values.
 JZ1217
 JZ1217;                    North         East    Units  Estimated Accuracy
 JZ1217;SPC IN E     -   499,577.      163,635.      MT  (+/- 10 meters HH2 GPS)
 JZ1217
 JZ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7785201623(NAD 83)
 JZ1217
 JZ1217                          SUPERSEDED SURVEY CONTROL
 JZ1217
 JZ1217  NGVD 29 (??/??/92)  300.512  (m)          985.93   (f) ADJ UNCH    2 0
 JZ1217
 JZ1217.Superseded values are not recommended for survey control.
 JZ1217
 JZ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1217.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1217
 JZ1217_MARKER: DB = BENCH MARK DISK
 JZ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1217_STAMPING: G 277 1947
 JZ1217_MARK LOGO: CGS
 JZ1217_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1217+STABILITY: SURFACE MOTION
 JZ1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1217+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 JZ1217
 JZ1217  HISTORY     - Date     Condition        Report By
 JZ1217  HISTORY     - 1947     MONUMENTED       CGS
 JZ1217  HISTORY     - 20030606 GOOD             GEOCAC
 JZ1217
 JZ1217                          STATION DESCRIPTION
 JZ1217
 JZ1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1217'7.9 MI N FROM LIBERTY.
 JZ1217'7.9 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1217'LIBERTY, 0.9 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 122 EAST
 JZ1217'AND A COUNTY ROAD WEST, 0.15 MILE SOUTH OF THE CROSSING OF A
 JZ1217'STEEL TOWER POWER TRANSMISSION LINE, 29 FEET EAST OF THE CENTER
 JZ1217'LINE OF THE HIGHWAY, 64 FEET EAST AND ACROSS THE HIGHWAY FROM
 JZ1217'THE CENTER OF A GATE TO A FARM HOUSE AND BARN, 64 FEET SOUTH
 JZ1217'OF A CONCRETE POWER POLE NO. 546/659, 2.5 FEET SOUTH OF A WHITE
 JZ1217'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JZ1217'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1217
 JZ1217                          STATION RECOVERY (2003)
 JZ1217
 JZ1217'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1217'THE BENCHMARK IS ON OLD US 27, WHICH IS ESTEB ROAD AT THIS LOCATION.
 JZ1217'IT IS ACROSS FROM  SOUTH OF ELKHORN FARM  AT 5900 ESTEB ROAD.
 JZ1217'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1318 ***********************************************************************
 HZ1318  HT_MOD      -  This is a Height Modernization Survey Station.
 HZ1318  DESIGNATION -  G 278
 HZ1318  PID         -  HZ1318
 HZ1318  STATE/COUNTY-  IN/CLARK
 HZ1318  COUNTRY     -  US
 HZ1318  USGS QUAD   -  SPEED (2019)
 HZ1318
 HZ1318                         *CURRENT SURVEY CONTROL
 HZ1318  ______________________________________________________________________
 HZ1318* NAD 83(2011) POSITION- 38 24 19.17407(N) 085 48 13.64753(W)   ADJUSTED
 HZ1318* NAD 83(2011) ELLIP HT-   134.912 (meters)        (06/06/23)   ADJUSTED
 HZ1318* NAD 83(2011) EPOCH   -  2010.00
 HZ1318* NAVD 88 ORTHO HEIGHT -   168.39  (meters)      552.5   (feet) GPS OBS
 HZ1318  ______________________________________________________________________
 HZ1318  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 HZ1318  NAD 83(2011) X  -    366,205.721 (meters)                     COMP
 HZ1318  NAD 83(2011) Y  - -4,991,294.418 (meters)                     COMP
 HZ1318  NAD 83(2011) Z  -  3,940,883.156 (meters)                     COMP
 HZ1318  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 HZ1318
 HZ1318  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1318  Standards:
 HZ1318         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1318            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1318  -------------------------------------------------------------------
 HZ1318  NETWORK    0.58   1.49           0.23   0.24   0.76     -0.08030215
 HZ1318  -------------------------------------------------------------------
 HZ1318  Click here for local accuracies and other accuracy information.
 HZ1318
 HZ1318.The horizontal coordinates were established by GPS observations
 HZ1318.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 HZ1318
 HZ1318.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1318.been affixed to the stable North American tectonic plate. See 
 HZ1318.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1318
 HZ1318.The horizontal coordinates are valid at the epoch date displayed above
 HZ1318.which is a decimal equivalence of Year/Month/Day.
 HZ1318
 HZ1318.The orthometric height was determined by GPS observations and a
 HZ1318.high-resolution geoid model using precise GPS observation and
 HZ1318.processing techniques.
 HZ1318
 HZ1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1318.GEOID18 height accuracy estimate available here.
 HZ1318
 HZ1318.Click photographs - Photos may exist for this station.
 HZ1318
 HZ1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1318
 HZ1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1318
 HZ1318.The ellipsoidal height was determined by GPS observations
 HZ1318.and is referenced to NAD 83.
 HZ1318
 HZ1318. The following values were computed from the NAD 83(2011) position.
 HZ1318
 HZ1318;                    North         East     Units Scale Factor Converg.
 HZ1318;SPC IN E     -   350,492.759    88,023.022   MT  0.99996843   -0 05 06.7
 HZ1318;SPC IN E     - 1,149,908.33    288,788.86   sFT  0.99996843   -0 05 06.7
 HZ1318;UTM  16      - 4,251,465.718   604,445.022   MT  0.99973434   +0 44 35.4
 HZ1318
 HZ1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1318!SPC IN E     -   0.99997883  x   0.99996843  =   0.99994726
 HZ1318!UTM  16      -   0.99997883  x   0.99973434  =   0.99971318
 HZ1318
 HZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0444551465(NAD 83)
 HZ1318
 HZ1318                          SUPERSEDED SURVEY CONTROL
 HZ1318
 HZ1318  NAVD 88 (06/15/91)  168.352  (m)          552.33   (f) ADJUSTED    1 2
 HZ1318  NGVD 29 (??/??/92)  168.489  (m)          552.78   (f) ADJ UNCH    1 2
 HZ1318
 HZ1318.Superseded values are not recommended for survey control.
 HZ1318
 HZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1318.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1318
 HZ1318_MARKER: DB = BENCH MARK DISK
 HZ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1318_STAMPING: G 278 1949
 HZ1318_MARK LOGO: CGS
 HZ1318_PROJECTION: RECESSED 61 CENTIMETERS
 HZ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1318+STABILITY: SURFACE MOTION
 HZ1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1318+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 HZ1318
 HZ1318  HISTORY     - Date     Condition        Report By
 HZ1318  HISTORY     - 1949     MONUMENTED       CGS
 HZ1318  HISTORY     - 20230517 GOOD             INDOT
 HZ1318
 HZ1318                          STATION DESCRIPTION
 HZ1318
 HZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1318'8.4 MI N FROM NEW ALBANY.
 HZ1318'ABOUT 8.4 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1318'LOUISVILLE RAILWAY FROM THE STATION AT NEW ALBANY, AT THE
 HZ1318'CROSSING OF A FARM ROAD LEADING EAST TO A FARM HOUSE, 48
 HZ1318'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM MILE POST 309,
 HZ1318'30 FEET EAST-SOUTHESAT OF THE CENTER OF THE CROSSING, 26.5 FEET
 HZ1318'EAST OF THE EAST RAIL, 16.5 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1318'ROAD, 14 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 1
 HZ1318'FOOT WEST OF THE R/W FENCE LINE, 1.5 FEET SOUTH OF A WHITE
 HZ1318'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK
 HZ1318'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HZ1318
 HZ1318                          STATION RECOVERY (2023)
 HZ1318
 HZ1318'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ1318'MARK WAS RECOVERED USING THE DIRECTIONS ON THE NATIONAL GEODETIC
 HZ1318'SURVEY DATA SHEET.  MARK IS LOCATED 24 INCHES (61 CM) BELOW THE
 HZ1318'SURFACE IN A CONCRETE PIPE MANHOLE COVERED WITH A MANHOLE LID.  MARK
 HZ1318'IS SOUTH, 108 FT (32.9 M) FROM A RAILROAD MARKER POST NUMBER 309.
 HZ1318'MARK IS NORTHEAST 10.5 FT (3.2 M) FROM A UTILITY POLE.  MARK IS
 HZ1318'SOUTHEAST, 60 FT (18.3 M) FROM A 8 INCH (20 CM) ROUND WOODEN POST WITH
 HZ1318'A SURVEY MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0205 ***********************************************************************
 JA0205  DESIGNATION -  G 279
 JA0205  PID         -  JA0205
 JA0205  STATE/COUNTY-  IN/WASHINGTON
 JA0205  COUNTRY     -  US
 JA0205  USGS QUAD   -  BECKS MILL (2019)
 JA0205
 JA0205                         *CURRENT SURVEY CONTROL
 JA0205  ______________________________________________________________________
 JA0205* NAD 83(1986) POSITION- 38 36 41.     (N) 086 07 39.     (W)   SCALED
 JA0205* NAVD 88 ORTHO HEIGHT -   220.121 (meters)      722.18  (feet) ADJUSTED
 JA0205  ______________________________________________________________________
 JA0205  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 JA0205  DYNAMIC HEIGHT  -        219.974 (meters)      721.70  (feet) COMP
 JA0205  MODELED GRAVITY -    979,957.6   (mgal)                       NAVD 88
 JA0205
 JA0205  VERT ORDER      -  FIRST     CLASS II
 JA0205
 JA0205.The horizontal coordinates were scaled from a map and have
 JA0205.an estimated accuracy of +/- 6 seconds.
 JA0205
 JA0205.The orthometric height was determined by differential leveling and
 JA0205.adjusted by the NATIONAL GEODETIC SURVEY
 JA0205.in June 1991.
 JA0205
 JA0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0205.GEOID18 height accuracy estimate available here.
 JA0205
 JA0205.Click photographs - Photos may exist for this station.
 JA0205
 JA0205.The dynamic height is computed by dividing the NAVD 88
 JA0205.geopotential number by the normal gravity value computed on the
 JA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0205.degrees latitude (g = 980.6199 gals.).
 JA0205
 JA0205.The modeled gravity was interpolated from observed gravity values.
 JA0205
 JA0205;                    North         East    Units  Estimated Accuracy
 JA0205;SPC IN E     -   373,460.       59,860.      MT  (+/- 180 meters Scaled)
 JA0205
 JA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH759740(NAD 83)
 JA0205
 JA0205                          SUPERSEDED SURVEY CONTROL
 JA0205
 JA0205  NGVD 29 (??/??/92)  220.237  (m)          722.56   (f) ADJ UNCH    1 2
 JA0205
 JA0205.Superseded values are not recommended for survey control.
 JA0205
 JA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0205.See file dsdata.pdf to determine how the superseded data were derived.
 JA0205
 JA0205_MARKER: DB = BENCH MARK DISK
 JA0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0205_SP_SET: BRIDGE
 JA0205_STAMPING: G 279 1949
 JA0205_MARK LOGO: CGS
 JA0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0205
 JA0205  HISTORY     - Date     Condition        Report By
 JA0205  HISTORY     - 1949     MONUMENTED       CGS
 JA0205
 JA0205                          STATION DESCRIPTION
 JA0205
 JA0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0205'1.9 MI NW FROM SALEM.
 JA0205'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0205'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, SET IN THE TOP OF
 JA0205'THE THIRD STEP DOWN OF THE WEST END OF THE SOUTH ABUTMENT OF
 JA0205'RAILWAY BRIDGE 280.2, 15.5 FEET WEST OF THE WEST RAIL, 11 FEET
 JA0205'EAST OF A FENCE CORNER AND 4.5 FEET BELOW THE LEVEL OF THE
 JA0205'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0808 ***********************************************************************
 JA0808  DESIGNATION -  G 280
 JA0808  PID         -  JA0808
 JA0808  STATE/COUNTY-  IN/GREENE
 JA0808  COUNTRY     -  US
 JA0808  USGS QUAD   -  OWENSBURG (2019)
 JA0808
 JA0808                         *CURRENT SURVEY CONTROL
 JA0808  ______________________________________________________________________
 JA0808* NAD 83(1986) POSITION- 38 59 06.     (N) 086 44 30.     (W)   SCALED
 JA0808* NAVD 88 ORTHO HEIGHT -   260.081 (meters)      853.28  (feet) ADJUSTED
 JA0808  ______________________________________________________________________
 JA0808  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 JA0808  DYNAMIC HEIGHT  -        259.918 (meters)      852.75  (feet) COMP
 JA0808  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JA0808
 JA0808  VERT ORDER      -  FIRST     CLASS II
 JA0808
 JA0808.The horizontal coordinates were scaled from a map and have
 JA0808.an estimated accuracy of +/- 6 seconds.
 JA0808
 JA0808.The orthometric height was determined by differential leveling and
 JA0808.adjusted by the NATIONAL GEODETIC SURVEY
 JA0808.in June 1991.
 JA0808
 JA0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0808.GEOID18 height accuracy estimate available here.
 JA0808
 JA0808.Click photographs - Photos may exist for this station.
 JA0808
 JA0808.The dynamic height is computed by dividing the NAVD 88
 JA0808.geopotential number by the normal gravity value computed on the
 JA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0808.degrees latitude (g = 980.6199 gals.).
 JA0808
 JA0808.The modeled gravity was interpolated from observed gravity values.
 JA0808
 JA0808;                    North         East    Units  Estimated Accuracy
 JA0808;SPC IN W     -   414,890.      929,600.      MT  (+/- 180 meters Scaled)
 JA0808
 JA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ223151(NAD 83)
 JA0808
 JA0808                          SUPERSEDED SURVEY CONTROL
 JA0808
 JA0808  NGVD 29 (??/??/92)  260.202  (m)          853.68   (f) ADJ UNCH    1 2
 JA0808
 JA0808.Superseded values are not recommended for survey control.
 JA0808
 JA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0808.See file dsdata.pdf to determine how the superseded data were derived.
 JA0808
 JA0808_MARKER: DB = BENCH MARK DISK
 JA0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0808_STAMPING: G 280 1949
 JA0808_MARK LOGO: CGS
 JA0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0808+STABILITY: SURFACE MOTION
 JA0808
 JA0808  HISTORY     - Date     Condition        Report By
 JA0808  HISTORY     - 1949     MONUMENTED       CGS
 JA0808  HISTORY     - 20060403 GOOD             BFSINC
 JA0808
 JA0808                          STATION DESCRIPTION
 JA0808
 JA0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0808'3 MI S FROM CINCINNATI.
 JA0808'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CHRISTIAN
 JA0808'CHURCH AT CINCINNATI, ABOUT 0.35 MILES SOUTH OF A SIDE ROAD WEST
 JA0808'TO CLIFTY, AT THE SOUTH END OF A CUT ON THE EAST SIDE OF THE
 JA0808'HIGHWAY, AT THE JUNCTION OF A DIM SIDE ROAD SOUTHEAST, 63 FEET
 JA0808'NORTHEAST AND ACROSS THE SIDE ROAD FROM THE NORTH END OF A GUARD
 JA0808'RAIL, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 JA0808'NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET WEST OF A
 JA0808'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0808'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JA0808'CONCRETE POST PROJECTING 5 INCHES.
 JA0808
 JA0808                          STATION RECOVERY (2006)
 JA0808
 JA0808'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 JA0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0776 ***********************************************************************
 JA0776  DESIGNATION -  G 281
 JA0776  PID         -  JA0776
 JA0776  STATE/COUNTY-  IN/LAWRENCE
 JA0776  COUNTRY     -  US
 JA0776  USGS QUAD   -  BEDFORD WEST (2019)
 JA0776
 JA0776                         *CURRENT SURVEY CONTROL
 JA0776  ______________________________________________________________________
 JA0776* NAD 83(1986) POSITION- 38 47 55.     (N) 086 30 04.     (W)   SCALED
 JA0776* NAVD 88 ORTHO HEIGHT -   169.816 (meters)      557.14  (feet) ADJUSTED
 JA0776  ______________________________________________________________________
 JA0776  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JA0776  DYNAMIC HEIGHT  -        169.708 (meters)      556.78  (feet) COMP
 JA0776  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 JA0776
 JA0776  VERT ORDER      -  FIRST     CLASS II
 JA0776
 JA0776.The horizontal coordinates were scaled from a map and have
 JA0776.an estimated accuracy of +/- 6 seconds.
 JA0776
 JA0776.The orthometric height was determined by differential leveling and
 JA0776.adjusted by the NATIONAL GEODETIC SURVEY
 JA0776.in June 1991.
 JA0776
 JA0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0776.GEOID18 height accuracy estimate available here.
 JA0776
 JA0776.Click photographs - Photos may exist for this station.
 JA0776
 JA0776.The dynamic height is computed by dividing the NAVD 88
 JA0776.geopotential number by the normal gravity value computed on the
 JA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0776.degrees latitude (g = 980.6199 gals.).
 JA0776
 JA0776.The modeled gravity was interpolated from observed gravity values.
 JA0776
 JA0776;                    North         East    Units  Estimated Accuracy
 JA0776;SPC IN W     -   394,300.      950,580.      MT  (+/- 180 meters Scaled)
 JA0776
 JA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433945(NAD 83)
 JA0776
 JA0776                          SUPERSEDED SURVEY CONTROL
 JA0776
 JA0776  NGVD 29 (??/??/92)  169.929  (m)          557.51   (f) ADJ UNCH    1 2
 JA0776
 JA0776.Superseded values are not recommended for survey control.
 JA0776
 JA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0776.See file dsdata.pdf to determine how the superseded data were derived.
 JA0776
 JA0776_MARKER: DB = BENCH MARK DISK
 JA0776_SETTING: 66 = SET IN ROCK OUTCROP
 JA0776_STAMPING: G 281 1949
 JA0776_MARK LOGO: CGS
 JA0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0776+STABILITY: POSITION/ELEVATION WELL
 JA0776
 JA0776  HISTORY     - Date     Condition        Report By
 JA0776  HISTORY     - 1949     MONUMENTED       CGS
 JA0776  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0776
 JA0776                          STATION DESCRIPTION
 JA0776
 JA0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0776'5 MI S FROM BEDFORD.
 JA0776'ABOUT 5.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0776'LOUISVILLE RAILROAD FROM THE STATION AT BEDFORD, SET IN THE TOP
 JA0776'OF A LARGE ROCK OUTCROP NEAR THE NORTH END OF A CUT AT MILE
 JA0776'POST 251, 30 FEET WEST AND ACROSS THE TRACK FROM MILE POST 251,
 JA0776'19.6 FEET SOUTH OF THE NORTH SIDE OF THE NORTH ROCK IN THE CUT,
 JA0776'8 FEET WEST OF THE WEST RAIL AND ABOUT 2 FEET ABOVE THE LEVEL
 JA0776'OF THE TRACK.
 JA0776
 JA0776                          STATION RECOVERY (2023)
 JA0776
 JA0776'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0792 ***********************************************************************
 JA0792  DESIGNATION -  G 282
 JA0792  PID         -  JA0792
 JA0792  STATE/COUNTY-  IN/LAWRENCE
 JA0792  COUNTRY     -  US
 JA0792  USGS QUAD   -  OOLITIC (2019)
 JA0792
 JA0792                         *CURRENT SURVEY CONTROL
 JA0792  ______________________________________________________________________
 JA0792* NAD 83(1986) POSITION- 38 55 52.     (N) 086 35 50.     (W)   SCALED
 JA0792* NAVD 88 ORTHO HEIGHT -   243.263 (meters)      798.11  (feet) ADJUSTED
 JA0792  ______________________________________________________________________
 JA0792  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 JA0792  DYNAMIC HEIGHT  -        243.110 (meters)      797.60  (feet) COMP
 JA0792  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 JA0792
 JA0792  VERT ORDER      -  FIRST     CLASS II
 JA0792
 JA0792.The horizontal coordinates were scaled from a map and have
 JA0792.an estimated accuracy of +/- 6 seconds.
 JA0792
 JA0792.The orthometric height was determined by differential leveling and
 JA0792.adjusted by the NATIONAL GEODETIC SURVEY
 JA0792.in June 1991.
 JA0792
 JA0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0792.GEOID18 height accuracy estimate available here.
 JA0792
 JA0792.Click photographs - Photos may exist for this station.
 JA0792
 JA0792.The dynamic height is computed by dividing the NAVD 88
 JA0792.geopotential number by the normal gravity value computed on the
 JA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0792.degrees latitude (g = 980.6199 gals.).
 JA0792
 JA0792.The modeled gravity was interpolated from observed gravity values.
 JA0792
 JA0792;                    North         East    Units  Estimated Accuracy
 JA0792;SPC IN W     -   408,960.      942,150.      MT  (+/- 180 meters Scaled)
 JA0792
 JA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ349092(NAD 83)
 JA0792
 JA0792                          SUPERSEDED SURVEY CONTROL
 JA0792
 JA0792  NGVD 29 (??/??/92)  243.376  (m)          798.48   (f) ADJ UNCH    1 2
 JA0792
 JA0792.Superseded values are not recommended for survey control.
 JA0792
 JA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0792.See file dsdata.pdf to determine how the superseded data were derived.
 JA0792
 JA0792_MARKER: DB = BENCH MARK DISK
 JA0792_SETTING: 66 = SET IN ROCK OUTCROP
 JA0792_STAMPING: G 282 1949
 JA0792_MARK LOGO: CGS
 JA0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0792+STABILITY: POSITION/ELEVATION WELL
 JA0792
 JA0792  HISTORY     - Date     Condition        Report By
 JA0792  HISTORY     - 1949     MONUMENTED       CGS
 JA0792
 JA0792                          STATION DESCRIPTION
 JA0792
 JA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0792'2 MI E FROM SPRINGVILLE.
 JA0792'ABOUT 1.95 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION
 JA0792'OF STATE HIGHWAYS 54 AND 58 AT SPRINGVILLE, ABOUT 2.95 MILES
 JA0792'NORTHWEST ALONG STATE HIGHWAY 54 FROM THE POST OFFICE AT AVOCA,
 JA0792'ABOUT 150 YARDS WEST OF THE TOP OF A HILL IN THE HIGHWAY, ABOUT
 JA0792'130 YARDS WEST OF A GRAVEL CROSS ROAD, SET IN THE TOP OF A LARGE
 JA0792'ROCK OUTCROP AT A CUT ON THE NORTH SIDE OF THE HIGHWAY, 25 FEET
 JA0792'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF A FENCE
 JA0792'LINE, 2.5 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP AND ABOUT
 JA0792'7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1208 ***********************************************************************
 JA1208  DESIGNATION -  G 283
 JA1208  PID         -  JA1208
 JA1208  STATE/COUNTY-  IN/POSEY
 JA1208  COUNTRY     -  US
 JA1208  USGS QUAD   -  NEW HARMONY (2019)
 JA1208
 JA1208                         *CURRENT SURVEY CONTROL
 JA1208  ______________________________________________________________________
 JA1208* NAD 83(1986) POSITION- 38 10 41.     (N) 087 54 51.     (W)   SCALED
 JA1208* NAVD 88 ORTHO HEIGHT -   114.396 (meters)      375.31  (feet) ADJUSTED
 JA1208  ______________________________________________________________________
 JA1208  GEOID HEIGHT    -        -30.922 (meters)                     GEOID18
 JA1208  DYNAMIC HEIGHT  -        114.319 (meters)      375.06  (feet) COMP
 JA1208  MODELED GRAVITY -    979,960.6   (mgal)                       NAVD 88
 JA1208
 JA1208  VERT ORDER      -  FIRST     CLASS II
 JA1208
 JA1208.The horizontal coordinates were scaled from a map and have
 JA1208.an estimated accuracy of +/- 6 seconds.
 JA1208
 JA1208.The orthometric height was determined by differential leveling and
 JA1208.adjusted by the NATIONAL GEODETIC SURVEY
 JA1208.in June 1991.
 JA1208
 JA1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1208.GEOID18 height accuracy estimate available here.
 JA1208
 JA1208.Click photographs - Photos may exist for this station.
 JA1208
 JA1208.The dynamic height is computed by dividing the NAVD 88
 JA1208.geopotential number by the normal gravity value computed on the
 JA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1208.degrees latitude (g = 980.6199 gals.).
 JA1208
 JA1208.The modeled gravity was interpolated from observed gravity values.
 JA1208
 JA1208;                    North         East    Units  Estimated Accuracy
 JA1208;SPC IN W     -   325,580.      827,200.      MT  (+/- 180 meters Scaled)
 JA1208
 JA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH199259(NAD 83)
 JA1208
 JA1208                          SUPERSEDED SURVEY CONTROL
 JA1208
 JA1208  NGVD 29 (??/??/92)  114.520  (m)          375.72   (f) ADJ UNCH    1 2
 JA1208
 JA1208.Superseded values are not recommended for survey control.
 JA1208
 JA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1208.See file dsdata.pdf to determine how the superseded data were derived.
 JA1208
 JA1208_MARKER: DB = BENCH MARK DISK
 JA1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1208_STAMPING: G 283 1954
 JA1208_MARK LOGO: CGS
 JA1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1208+STABILITY: SURFACE MOTION
 JA1208
 JA1208  HISTORY     - Date     Condition        Report By
 JA1208  HISTORY     - 1954     MONUMENTED       CGS
 JA1208
 JA1208                          STATION DESCRIPTION
 JA1208
 JA1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1208'5.2 MI N FROM NEW HARMONY.
 JA1208'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1208'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 3.95 MILES NORTHWEST
 JA1208'ALONG A BLACK TOP ROAD, ABOUT 0.25 MILE EAST OF BRIDGE OVER
 JA1208'BLACK RIVER, ABOUT 250 YARDS SOUTHWEST OF FORCUMS FISHING CAMP
 JA1208'ON BLACK RIVER, 25 FEET NORTHWEST OF CENTER LINE OF BLACK TOP
 JA1208'ROAD, 146 FEET WEST-SOUTHWEST AND ACROSS BLACK TOP ROAD FROM A
 JA1208'POWER POLE WITH TRANSFORMER, 100 FEET NORTHEAST OF A TRIANGULAR
 JA1208'BLAZED 20-INCH SYCAMORE TREE, 2 1/2 FEET WEST-SOUTHWEST OF A
 JA1208'TRIANGULAR BLAZED 20-INCH HACKENBERRY TREE, ABOUT 5 YARDS
 JA1208'SOUTHEAST OF THE TOP OF THE LEFT BANK OF BLACK RIVER, 1 1/2
 JA1208'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JA1208'THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1208'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1188 ***********************************************************************
 JA1188  DESIGNATION -  G 284
 JA1188  PID         -  JA1188
 JA1188  STATE/COUNTY-  IN/GIBSON
 JA1188  COUNTRY     -  US
 JA1188  USGS QUAD   -  GRAYVILLE (2018)
 JA1188
 JA1188                         *CURRENT SURVEY CONTROL
 JA1188  ______________________________________________________________________
 JA1188* NAD 83(1986) POSITION- 38 16 29.     (N) 087 53 50.     (W)   SCALED
 JA1188* NAVD 88 ORTHO HEIGHT -   116.643 (meters)      382.69  (feet) ADJUSTED
 JA1188  ______________________________________________________________________
 JA1188  GEOID HEIGHT    -        -31.030 (meters)                     GEOID18
 JA1188  DYNAMIC HEIGHT  -        116.567 (meters)      382.44  (feet) COMP
 JA1188  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 JA1188
 JA1188  VERT ORDER      -  FIRST     CLASS II
 JA1188
 JA1188.The horizontal coordinates were scaled from a map and have
 JA1188.an estimated accuracy of +/- 6 seconds.
 JA1188
 JA1188.The orthometric height was determined by differential leveling and
 JA1188.adjusted by the NATIONAL GEODETIC SURVEY
 JA1188.in June 1991.
 JA1188
 JA1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1188.GEOID18 height accuracy estimate available here.
 JA1188
 JA1188.Click photographs - Photos may exist for this station.
 JA1188
 JA1188.The dynamic height is computed by dividing the NAVD 88
 JA1188.geopotential number by the normal gravity value computed on the
 JA1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1188.degrees latitude (g = 980.6199 gals.).
 JA1188
 JA1188.The modeled gravity was interpolated from observed gravity values.
 JA1188
 JA1188;                    North         East    Units  Estimated Accuracy
 JA1188;SPC IN W     -   336,300.      828,780.      MT  (+/- 180 meters Scaled)
 JA1188
 JA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH215366(NAD 83)
 JA1188
 JA1188                          SUPERSEDED SURVEY CONTROL
 JA1188
 JA1188  NGVD 29 (??/??/92)  116.774  (m)          383.12   (f) ADJ UNCH    1 2
 JA1188
 JA1188.Superseded values are not recommended for survey control.
 JA1188
 JA1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1188.See file dsdata.pdf to determine how the superseded data were derived.
 JA1188
 JA1188_MARKER: DB = BENCH MARK DISK
 JA1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1188_STAMPING: G 284 1954
 JA1188_MARK LOGO: CGS
 JA1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1188+STABILITY: SURFACE MOTION
 JA1188
 JA1188  HISTORY     - Date     Condition        Report By
 JA1188  HISTORY     - 1954     MONUMENTED       CGS
 JA1188
 JA1188                          STATION DESCRIPTION
 JA1188
 JA1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1188'5.4 MI SW FROM CROWLEYVILLE.
 JA1188'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1188'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1188'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75
 JA1188'MILE NORTH ALONG GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG
 JA1188'A GRAVEL ROAD, THENCE ABOUT 0.95 SOUTHWEST ALONG A ROAD
 JA1188'PARALLELING THE LEFT BANK OF WABASH RIVER, AT AN ABANDONED FARM
 JA1188'HOUSE, 39 FEET SOUTHEAST OF CENTER LINE OF ROAD, 84 FEET
 JA1188'NORTH-NORTHEAST OF NORTH CORNER OF CONCRETE FOUNDATION OF A BARN,
 JA1188'40 FEET NORTHWEST OF A WELL WITH PUMP, 17 FEET SOUTH-SOUTHEAST OF
 JA1188'A 60-INCH FORKED MAPLE TREE, 2 FEET WEST OF WEST CORNER OF HOUSE,
 JA1188'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 JA1188'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1188'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1346 ***********************************************************************
 JA1346  DESIGNATION -  G 285
 JA1346  PID         -  JA1346
 JA1346  STATE/COUNTY-  IN/KNOX
 JA1346  COUNTRY     -  US
 JA1346  USGS QUAD   -  DECKER (2019)
 JA1346
 JA1346                         *CURRENT SURVEY CONTROL
 JA1346  ______________________________________________________________________
 JA1346* NAD 83(1986) POSITION- 38 37 25.54   (N) 087 36 49.59   (W)   HD_HELD1
 JA1346* NAVD 88 ORTHO HEIGHT -   124.191 (meters)      407.45  (feet) ADJUSTED
 JA1346  ______________________________________________________________________
 JA1346  GEOID HEIGHT    -        -31.611 (meters)                     GEOID18
 JA1346  DYNAMIC HEIGHT  -        124.114 (meters)      407.20  (feet) COMP
 JA1346  MODELED GRAVITY -    980,008.1   (mgal)                       NAVD 88
 JA1346
 JA1346  VERT ORDER      -  FIRST     CLASS II
 JA1346
 JA1346.The horizontal coordinates were determined by differentially corrected
 JA1346.hand held GPS observations or other comparable positioning techniques
 JA1346.and have an estimated accuracy of +/- 3 meters.
 JA1346
 JA1346.The orthometric height was determined by differential leveling and
 JA1346.adjusted by the NATIONAL GEODETIC SURVEY
 JA1346.in June 1991.
 JA1346
 JA1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1346.GEOID18 height accuracy estimate available here.
 JA1346
 JA1346.Click photographs - Photos may exist for this station.
 JA1346
 JA1346.The dynamic height is computed by dividing the NAVD 88
 JA1346.geopotential number by the normal gravity value computed on the
 JA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1346.degrees latitude (g = 980.6199 gals.).
 JA1346
 JA1346.The modeled gravity was interpolated from observed gravity values.
 JA1346
 JA1346;                    North         East    Units  Estimated Accuracy
 JA1346;SPC IN W     -   374,864.2     853,808.8     MT  (+/- 3 meters HH1 GPS) 
 JA1346
 JA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4657175204(NAD 83)
 JA1346
 JA1346                          SUPERSEDED SURVEY CONTROL
 JA1346
 JA1346  NGVD 29 (??/??/92)  124.325  (m)          407.89   (f) ADJ UNCH    1 2
 JA1346
 JA1346.Superseded values are not recommended for survey control.
 JA1346
 JA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1346.See file dsdata.pdf to determine how the superseded data were derived.
 JA1346
 JA1346_MARKER: DB = BENCH MARK DISK
 JA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1346_STAMPING: G 285 1954
 JA1346_MARK LOGO: CGS
 JA1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1346+STABILITY: SURFACE MOTION
 JA1346
 JA1346  HISTORY     - Date     Condition        Report By
 JA1346  HISTORY     - 1954     MONUMENTED       CGS
 JA1346
 JA1346                          STATION DESCRIPTION
 JA1346
 JA1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1346'6.6 MI SW FROM VINCENNES.
 JA1346'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1346'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1346'AT VINCENNES, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD
 JA1346'PARALLEL TO RIVER LEVEE, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG
 JA1346'A DIRT ROAD FOLLOWING OLD LEVEE, THENCE ABOUT 1.25 MILES
 JA1346'SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD, 17 FEET WEST OF CENTER
 JA1346'LINE OF ROAD, 217 FEET SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST
 JA1346'CORNER OF HOUSE OWNED BY J.C. BOWER, 207 FEET WEST-NORTHWEST AND
 JA1346'ACROSS ROAD FROM THE SOUHWEST CORNER OF A BARN, 259 FEET
 JA1346'NORTHEAST OF CENTER OF LEVEE AT A POINT WHERE A FARM ROAD CROSSES
 JA1346'THE LEVEE, 10 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 36-INCH
 JA1346'MAPLE TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JA1346'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1346'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE BAPTIST
 JA1346'CHURCH AT BEAL BY GOING ABOUT 0.75 MILE NORTH AND NORTHEAST ALONG
 JA1346'A BLACK TOP ROAD, THENCE ABOUT 1.25 MILE EAST ALONG A PAVED ROAD,
 JA1346'THENCE ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT 1.6
 JA1346'MILE NORTHWEST AND NORTHEAST ON A GRAVEL ROAD TO POINT ABOUT 0.15
 JA1346'MILE NORTHEAST OF CROSSING OF C.C.C. AND ST. LOUIS RAILROAD,
 JA1346'THENCE ABOUT 1.15 MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1146 ***********************************************************************
 ME1146  DESIGNATION -  G 286
 ME1146  PID         -  ME1146
 ME1146  STATE/COUNTY-  IN/LAKE
 ME1146  COUNTRY     -  US
 ME1146  USGS QUAD   -  SCHNEIDER (2019)
 ME1146
 ME1146                         *CURRENT SURVEY CONTROL
 ME1146  ______________________________________________________________________
 ME1146* NAD 83(1986) POSITION- 41 14 47.     (N) 087 29 18.     (W)   SCALED
 ME1146* NAVD 88 ORTHO HEIGHT -   212.202 (meters)      696.20  (feet) ADJUSTED
 ME1146  ______________________________________________________________________
 ME1146  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 ME1146  DYNAMIC HEIGHT  -        212.114 (meters)      695.91  (feet) COMP
 ME1146  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 ME1146
 ME1146  VERT ORDER      -  SECOND    CLASS 0
 ME1146
 ME1146.The horizontal coordinates were scaled from a map and have
 ME1146.an estimated accuracy of +/- 6 seconds.
 ME1146
 ME1146.The orthometric height was determined by differential leveling and
 ME1146.adjusted by the NATIONAL GEODETIC SURVEY
 ME1146.in June 1991.
 ME1146
 ME1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1146.GEOID18 height accuracy estimate available here.
 ME1146
 ME1146.Click photographs - Photos may exist for this station.
 ME1146
 ME1146.The dynamic height is computed by dividing the NAVD 88
 ME1146.geopotential number by the normal gravity value computed on the
 ME1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1146.degrees latitude (g = 980.6199 gals.).
 ME1146
 ME1146.The modeled gravity was interpolated from observed gravity values.
 ME1146
 ME1146;                    North         East    Units  Estimated Accuracy
 ME1146;SPC IN W     -   666,000.      866,050.      MT  (+/- 180 meters Scaled)
 ME1146
 ME1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL590662(NAD 83)
 ME1146
 ME1146                          SUPERSEDED SURVEY CONTROL
 ME1146
 ME1146  NGVD 29 (??/??/92)  212.286  (m)          696.48   (f) ADJ UNCH    2 0
 ME1146
 ME1146.Superseded values are not recommended for survey control.
 ME1146
 ME1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1146.See file dsdata.pdf to determine how the superseded data were derived.
 ME1146
 ME1146_MARKER: DB = BENCH MARK DISK
 ME1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1146_STAMPING: G 286 1954
 ME1146_MARK LOGO: CGS
 ME1146_PROJECTION: PROJECTING 8 CENTIMETERS
 ME1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1146+STABILITY: SURFACE MOTION
 ME1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1146+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 ME1146
 ME1146  HISTORY     - Date     Condition        Report By
 ME1146  HISTORY     - 1954     MONUMENTED       CGS
 ME1146  HISTORY     - 20210512 GOOD             IN-089
 ME1146
 ME1146                          STATION DESCRIPTION
 ME1146
 ME1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1146'2 MI SW FROM BELSHAW.
 ME1146'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING
 ME1146'OF THE NEW YORK CENTRAL RAILROAD AT BELSHAW, THENCE ABOUT 1.2
 ME1146'MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 2, ABOUT 0.1 MILE
 ME1146'NORTHWEST OF HIGHWAY, AT BAILEY AIRPORT, 2.2 FEET SOUTHWEST OF
 ME1146'SOUTHEAST CORNER OF QUONSET TYPE HANGAR BUILDING, 92 FEET WEST OF
 ME1146'BENCH MARK F 286, 28 FEET NORTH OF AN EAST-WEST FENCE LINE, AND
 ME1146'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ME1146
 ME1146                          STATION RECOVERY (2021)
 ME1146
 ME1146'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1446 ***********************************************************************
 LB1446  DESIGNATION -  G 29
 LB1446  PID         -  LB1446
 LB1446  STATE/COUNTY-  IN/NEWTON
 LB1446  COUNTRY     -  US
 LB1446  USGS QUAD   -  GOODLAND (2019)
 LB1446
 LB1446                         *CURRENT SURVEY CONTROL
 LB1446  ______________________________________________________________________
 LB1446* NAD 83(1986) POSITION- 40 45 51.     (N) 087 17 37.     (W)   SCALED
 LB1446* NAVD 88 ORTHO HEIGHT -   219.790 (meters)      721.09  (feet) ADJUSTED
 LB1446  ______________________________________________________________________
 LB1446  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 LB1446  DYNAMIC HEIGHT  -        219.690 (meters)      720.77  (feet) COMP
 LB1446  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 LB1446
 LB1446  VERT ORDER      -  SECOND    CLASS 0
 LB1446
 LB1446.The horizontal coordinates were scaled from a map and have
 LB1446.an estimated accuracy of +/- 6 seconds.
 LB1446
 LB1446.The orthometric height was determined by differential leveling and
 LB1446.adjusted by the NATIONAL GEODETIC SURVEY
 LB1446.in June 1991.
 LB1446
 LB1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1446.GEOID18 height accuracy estimate available here.
 LB1446
 LB1446.Click photographs - Photos may exist for this station.
 LB1446
 LB1446.The dynamic height is computed by dividing the NAVD 88
 LB1446.geopotential number by the normal gravity value computed on the
 LB1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1446.degrees latitude (g = 980.6199 gals.).
 LB1446
 LB1446.The modeled gravity was interpolated from observed gravity values.
 LB1446
 LB1446;                    North         East    Units  Estimated Accuracy
 LB1446;SPC IN W     -   612,390.      882,250.      MT  (+/- 180 meters Scaled)
 LB1446
 LB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL752126(NAD 83)
 LB1446
 LB1446                          SUPERSEDED SURVEY CONTROL
 LB1446
 LB1446  NGVD 29 (??/??/92)  219.856  (m)          721.31   (f) ADJ UNCH    2 0
 LB1446
 LB1446.Superseded values are not recommended for survey control.
 LB1446
 LB1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1446.See file dsdata.pdf to determine how the superseded data were derived.
 LB1446
 LB1446_MARKER: DB = BENCH MARK DISK
 LB1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1446_STAMPING: G 29 1934
 LB1446_MARK LOGO: CGS
 LB1446_PROJECTION: FLUSH
 LB1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1446+STABILITY: SURFACE MOTION
 LB1446
 LB1446  HISTORY     - Date     Condition        Report By
 LB1446  HISTORY     - 1934     MONUMENTED       CGS
 LB1446  HISTORY     - 1946     GOOD             CGS
 LB1446
 LB1446                          STATION DESCRIPTION
 LB1446
 LB1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1446'AT GOODLAND.
 LB1446'AT GOODLAND, NEWTON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 LB1446'45 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 LB1446'95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STANDARD ELEVATOR
 LB1446'CO. OFFICE BUILDING, 50 FEET SOUTH OF THE CENTERLINE OF THE
 LB1446'DRIVEWAY LEADING TO THE ELEVATOR, IN THE NORTHWEST QUARTER OF
 LB1446'THE CROSSING OF NEWTON STREET, 39 FEET WEST OF THE CENTERLINE
 LB1446'OF NEWTON STREET, 33 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LB1446'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 29 1934
 LB1446'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB1446'NOTE-- THIS BENCH MARK IS PROBABLY COVERED BY GRASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0427 ***********************************************************************
 HA0427  DESIGNATION -  G 291
 HA0427  PID         -  HA0427
 HA0427  STATE/COUNTY-  IN/PERRY
 HA0427  COUNTRY     -  US
 HA0427  USGS QUAD   -  TELL CITY (2019)
 HA0427
 HA0427                         *CURRENT SURVEY CONTROL
 HA0427  ______________________________________________________________________
 HA0427* NAD 83(1986) POSITION- 37 59 41.     (N) 086 48 23.     (W)   SCALED
 HA0427* NAVD 88 ORTHO HEIGHT -   120.058 (meters)      393.89  (feet) ADJUSTED
 HA0427  ______________________________________________________________________
 HA0427  GEOID HEIGHT    -        -31.934 (meters)                     GEOID18
 HA0427  DYNAMIC HEIGHT  -        119.974 (meters)      393.61  (feet) COMP
 HA0427  MODELED GRAVITY -    979,931.9   (mgal)                       NAVD 88
 HA0427
 HA0427  VERT ORDER      -  FIRST     CLASS II
 HA0427
 HA0427.The horizontal coordinates were scaled from a map and have
 HA0427.an estimated accuracy of +/- 6 seconds.
 HA0427
 HA0427.The orthometric height was determined by differential leveling and
 HA0427.adjusted by the NATIONAL GEODETIC SURVEY
 HA0427.in June 1991.
 HA0427
 HA0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0427.GEOID18 height accuracy estimate available here.
 HA0427
 HA0427.Click photographs - Photos may exist for this station.
 HA0427
 HA0427.The dynamic height is computed by dividing the NAVD 88
 HA0427.geopotential number by the normal gravity value computed on the
 HA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0427.degrees latitude (g = 980.6199 gals.).
 HA0427
 HA0427.The modeled gravity was interpolated from observed gravity values.
 HA0427
 HA0427;                    North         East    Units  Estimated Accuracy
 HA0427;SPC IN W     -   304,940.      924,330.      MT  (+/- 180 meters Scaled)
 HA0427
 HA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH169052(NAD 83)
 HA0427
 HA0427                          SUPERSEDED SURVEY CONTROL
 HA0427
 HA0427  NGVD 29 (??/??/92)  120.175  (m)          394.27   (f) ADJ UNCH    1 2
 HA0427
 HA0427.Superseded values are not recommended for survey control.
 HA0427
 HA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0427.See file dsdata.pdf to determine how the superseded data were derived.
 HA0427
 HA0427_MARKER: DB = BENCH MARK DISK
 HA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0427_STAMPING: G 291 1962
 HA0427_MARK LOGO: CGS
 HA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0427+STABILITY: SURFACE MOTION
 HA0427
 HA0427  HISTORY     - Date     Condition        Report By
 HA0427  HISTORY     - 1962     MONUMENTED       CGS
 HA0427  HISTORY     - 1965     GOOD             CGS
 HA0427
 HA0427                          STATION DESCRIPTION
 HA0427
 HA0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0427'0.1 MI WSW FROM TROY.
 HA0427'ABOUT 0.1 MILE WEST-SOUTHWEST AND ACROSS STATE HIGHWAY 66 FROM
 HA0427'THE ST. PIUS CATHOLIC CHURCH AT TROY, SET VERTICALLY IN THE
 HA0427'NORTHEAST FACE OF THE CONCRETE FOUNDATION OF A 9 FOOT BY 9 FOOT
 HA0427'WATER PUMP BUILDING, 79 FEET SOUTHWEST OF THE NORTHWEST END OF A
 HA0427'LARGE PROPANE TANK, 30 YARDS NORTHEAST OF THE NORTHEAST EDGE
 HA0427'OF THE OHIO RIVER, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1300 ***********************************************************************
 JA1300  DESIGNATION -  G 292
 JA1300  PID         -  JA1300
 JA1300  STATE/COUNTY-  IN/KNOX
 JA1300  COUNTRY     -  US
 JA1300  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1300
 JA1300                         *CURRENT SURVEY CONTROL
 JA1300  ______________________________________________________________________
 JA1300* NAD 83(1986) POSITION- 38 52 02.     (N) 087 31 26.     (W)   SCALED
 JA1300* NAVD 88 ORTHO HEIGHT -   132.974 (meters)      436.27  (feet) ADJUSTED
 JA1300  ______________________________________________________________________
 JA1300  GEOID HEIGHT    -        -31.928 (meters)                     GEOID18
 JA1300  DYNAMIC HEIGHT  -        132.894 (meters)      436.00  (feet) COMP
 JA1300  MODELED GRAVITY -    980,024.6   (mgal)                       NAVD 88
 JA1300
 JA1300  VERT ORDER      -  FIRST     CLASS II
 JA1300
 JA1300.The horizontal coordinates were scaled from a map and have
 JA1300.an estimated accuracy of +/- 6 seconds.
 JA1300
 JA1300.The orthometric height was determined by differential leveling and
 JA1300.adjusted by the NATIONAL GEODETIC SURVEY
 JA1300.in June 1991.
 JA1300
 JA1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1300.GEOID18 height accuracy estimate available here.
 JA1300
 JA1300.Click photographs - Photos may exist for this station.
 JA1300
 JA1300.The dynamic height is computed by dividing the NAVD 88
 JA1300.geopotential number by the normal gravity value computed on the
 JA1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1300.degrees latitude (g = 980.6199 gals.).
 JA1300
 JA1300.The modeled gravity was interpolated from observed gravity values.
 JA1300
 JA1300;                    North         East    Units  Estimated Accuracy
 JA1300;SPC IN W     -   401,850.      861,770.      MT  (+/- 180 meters Scaled)
 JA1300
 JA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ545021(NAD 83)
 JA1300
 JA1300                          SUPERSEDED SURVEY CONTROL
 JA1300
 JA1300  NGVD 29 (??/??/92)  133.105  (m)          436.70   (f) ADJ UNCH    1 2
 JA1300
 JA1300.Superseded values are not recommended for survey control.
 JA1300
 JA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1300.See file dsdata.pdf to determine how the superseded data were derived.
 JA1300
 JA1300_MARKER: DB = BENCH MARK DISK
 JA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1300_STAMPING: G 292 1956
 JA1300_MARK LOGO: CGS
 JA1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1300+STABILITY: SURFACE MOTION
 JA1300
 JA1300  HISTORY     - Date     Condition        Report By
 JA1300  HISTORY     - 1956     MONUMENTED       CGS
 JA1300
 JA1300                          STATION DESCRIPTION
 JA1300
 JA1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1300'5.3 MI SW FROM OAKTOWN.
 JA1300'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1300'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1300'TOP ROAD, THENCE ABOUT 1.4 MILES WEST AND NORTH ALONG A GRAVEL
 JA1300'ROAD, NEAR LINE BETWEEN SECTIONS 16 AND 21, T.5 N., R.10 W., AT
 JA1300'THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT 0.25 MILE NORTH OF A
 JA1300'CURVE IN ROAD WITH TANGENTS EXTENDING EAST AND NORTH, 21 FEET
 JA1300'EAST OF CENTER LINE OF ROAD, 219 1/2 FEET NORTH-NORTHWEST OF
 JA1300'NORTHWEST CORNER OF A 1 1/2-STORY WHITE FRAME HOUSE, 24 FEET
 JA1300'NORTHEAST OF CENTER OF JUNCTION OF ROAD WEST, 48 1/2 FEET
 JA1300'SOUTH-SOUTHEAST OF A TEXAS GAS PIPE LINE MARKER POST, 8 FEET
 JA1300'EAST OF A FENCE CORNER, 6 FEET EAST OF THE FIRST POWER POLE
 JA1300'NORTH OF A POLE WITH TRANSFORMER AND BRANCH LINE TO ABOVE HOUSE,
 JA1300'1/2 FOOT NORTH OF A FENCE EXTENDING EAST, ABOUT 1 1/2 FEET BELOW
 JA1300'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1300'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1120 ***********************************************************************
 KA1120  DESIGNATION -  G 293
 KA1120  PID         -  KA1120
 KA1120  STATE/COUNTY-  IN/VIGO
 KA1120  COUNTRY     -  US
 KA1120  USGS QUAD   -  TERRE HAUTE (2019)
 KA1120
 KA1120                         *CURRENT SURVEY CONTROL
 KA1120  ______________________________________________________________________
 KA1120* NAD 83(1986) POSITION- 39 25 30.     (N) 087 26 04.     (W)   SCALED
 KA1120* NAVD 88 ORTHO HEIGHT -   151.201 (meters)      496.07  (feet) ADJUSTED
 KA1120  ______________________________________________________________________
 KA1120  GEOID HEIGHT    -        -32.629 (meters)                     GEOID18
 KA1120  DYNAMIC HEIGHT  -        151.115 (meters)      495.78  (feet) COMP
 KA1120  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 KA1120
 KA1120  VERT ORDER      -  FIRST     CLASS II
 KA1120
 KA1120.The horizontal coordinates were scaled from a map and have
 KA1120.an estimated accuracy of +/- 6 seconds.
 KA1120
 KA1120.The orthometric height was determined by differential leveling and
 KA1120.adjusted by the NATIONAL GEODETIC SURVEY
 KA1120.in June 1991.
 KA1120
 KA1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1120.GEOID18 height accuracy estimate available here.
 KA1120
 KA1120.Click photographs - Photos may exist for this station.
 KA1120
 KA1120.The dynamic height is computed by dividing the NAVD 88
 KA1120.geopotential number by the normal gravity value computed on the
 KA1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1120.degrees latitude (g = 980.6199 gals.).
 KA1120
 KA1120.The modeled gravity was interpolated from observed gravity values.
 KA1120
 KA1120;                    North         East    Units  Estimated Accuracy
 KA1120;SPC IN W     -   463,740.      869,770.      MT  (+/- 180 meters Scaled)
 KA1120
 KA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ626640(NAD 83)
 KA1120
 KA1120                          SUPERSEDED SURVEY CONTROL
 KA1120
 KA1120  NGVD 29 (??/??/92)  151.300  (m)          496.39   (f) ADJ UNCH    1 2
 KA1120
 KA1120.Superseded values are not recommended for survey control.
 KA1120
 KA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1120.See file dsdata.pdf to determine how the superseded data were derived.
 KA1120
 KA1120_MARKER: DB = BENCH MARK DISK
 KA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1120_STAMPING: G 293 1956
 KA1120_MARK LOGO: CGS
 KA1120_PROJECTION: FLUSH
 KA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1120+STABILITY: SURFACE MOTION
 KA1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1120+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA1120
 KA1120  HISTORY     - Date     Condition        Report By
 KA1120  HISTORY     - 1956     MONUMENTED       CGS
 KA1120  HISTORY     - 20200520 GOOD             MCA
 KA1120
 KA1120                          STATION DESCRIPTION
 KA1120
 KA1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1120'4.8 MI NE FROM PRAIRIETON.
 KA1120'ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE
 KA1120'METHODIST CHURCH AT PRAIRIETON, IN SECTION 5, T.11 N., R.9 W.,
 KA1120'27 1/2 FEET EAST-SOUTHEAST OF CENTER LINE OF HIGHWAY, 37 FEET
 KA1120'SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD LEADING
 KA1120'WEST, 101 FEET WEST OF SOUTHWEST CORNER OF A TWO-STORY WHITE
 KA1120'FRAME HOUSE, 137 FEET SOUTH OF CENTER OF DRIVE LEADING EAST TO
 KA1120'HOUSE, 26 FEET SOUTH-SOUTHWEST OF A 36-INCH SASSAFRASS TREE,
 KA1120'7 FEET NORTH-NORTHEAST OF POWER POLE NO. 307/278 AND ABOUT IN
 KA1120'LINE WITH ROW OF POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA1120'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 KA1120'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  MARK IS REACHED FROM
 KA1120'TERRE HAUTE, VIGO COUNTY, BY GOING ABOUT 1.25 MILES SOUTH ALONG
 KA1120'FIRST STREET FROM THE INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY
 KA1120'40), THENCE ABOUT 1 BLOCK WEST ALONG HOLMAN STREET, THENCE ABOUT
 KA1120'1.75 MILES SOUTH ALONG STATE HIGHWAY 63 (PRAIRIETON ROAD).
 KA1120
 KA1120                          STATION RECOVERY (2020)
 KA1120
 KA1120'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1120'THE MARK IS 6 FT (1.8 M) EAST OF A FIBER OPTIC MANHOLE AND 15 FT (4.6
 KA1120'M) EAST OF THE EAST EDGE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1104 ***********************************************************************
 KA1104  DESIGNATION -  G 294
 KA1104  PID         -  KA1104
 KA1104  STATE/COUNTY-  IN/VIGO
 KA1104  COUNTRY     -  US
 KA1104  USGS QUAD   -  TERRE HAUTE (2019)
 KA1104
 KA1104                         *CURRENT SURVEY CONTROL
 KA1104  ______________________________________________________________________
 KA1104* NAD 83(1986) POSITION- 39 28 37.     (N) 087 29 16.     (W)   SCALED
 KA1104* NAVD 88 ORTHO HEIGHT -   156.228 (meters)      512.56  (feet) ADJUSTED
 KA1104  ______________________________________________________________________
 KA1104  GEOID HEIGHT    -        -32.572 (meters)                     GEOID18
 KA1104  DYNAMIC HEIGHT  -        156.140 (meters)      512.27  (feet) COMP
 KA1104  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 KA1104
 KA1104  VERT ORDER      -  FIRST     CLASS II
 KA1104
 KA1104.The horizontal coordinates were scaled from a map and have
 KA1104.an estimated accuracy of +/- 6 seconds.
 KA1104
 KA1104.The orthometric height was determined by differential leveling and
 KA1104.adjusted by the NATIONAL GEODETIC SURVEY
 KA1104.in June 1991.
 KA1104
 KA1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1104.GEOID18 height accuracy estimate available here.
 KA1104
 KA1104.Click photographs - Photos may exist for this station.
 KA1104
 KA1104.The dynamic height is computed by dividing the NAVD 88
 KA1104.geopotential number by the normal gravity value computed on the
 KA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1104.degrees latitude (g = 980.6199 gals.).
 KA1104
 KA1104.The modeled gravity was interpolated from observed gravity values.
 KA1104
 KA1104;                    North         East    Units  Estimated Accuracy
 KA1104;SPC IN W     -   469,520.      865,200.      MT  (+/- 180 meters Scaled)
 KA1104
 KA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ580698(NAD 83)
 KA1104
 KA1104                          SUPERSEDED SURVEY CONTROL
 KA1104
 KA1104  NGVD 29 (??/??/92)  156.330  (m)          512.89   (f) ADJ UNCH    1 2
 KA1104
 KA1104.Superseded values are not recommended for survey control.
 KA1104
 KA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1104.See file dsdata.pdf to determine how the superseded data were derived.
 KA1104
 KA1104_MARKER: DB = BENCH MARK DISK
 KA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1104_STAMPING: G 294 1956
 KA1104_MARK LOGO: CGS
 KA1104_PROJECTION: PROJECTING 8 CENTIMETERS
 KA1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1104+STABILITY: SURFACE MOTION
 KA1104
 KA1104  HISTORY     - Date     Condition        Report By
 KA1104  HISTORY     - 1956     MONUMENTED       CGS
 KA1104
 KA1104                          STATION DESCRIPTION
 KA1104
 KA1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1104'2.5 MI W FROM WEST TERRE HAUTE.
 KA1104'ABOUT 2.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1104'STATION AT WEST TERRE HAUTE, IN SECTION 23, T.12 N., R.10 W.,
 KA1104'45 1/2 FEET NORTH-NORTHWEST OF NEAR RAIL OF TRACK, 315 FEET
 KA1104'EAST-NORTHEAST OF CENTER OF CROSSING OF BLACK TOP ROAD (PARIS
 KA1104'ROAD), 22 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF A WHITE FRAME
 KA1104'HOUSE, 24 FEET WEST-SOUTHWEST OF A 14-INCH WILD CHERRY TREE IN
 KA1104'A FENCE LINE, 13 FEET EAST-NORTHEAST OF AN 8-INCH BLACK WALNUT
 KA1104'TREE IN A FENCE LINE, 2 FEET SOUTH-SOUTHEAST OF A FENCE LINE,
 KA1104'2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 KA1104'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA1104'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0930 ***********************************************************************
 KA0930  DESIGNATION -  G 3
 KA0930  PID         -  KA0930
 KA0930  STATE/COUNTY-  IN/CLAY
 KA0930  COUNTRY     -  US
 KA0930  USGS QUAD   -  BRAZIL EAST (2019)
 KA0930
 KA0930                         *CURRENT SURVEY CONTROL
 KA0930  ______________________________________________________________________
 KA0930* NAD 83(1986) POSITION- 39 35 52.     (N) 087 06 35.     (W)   SCALED
 KA0930* NAVD 88 ORTHO HEIGHT -   209.281 (meters)      686.62  (feet) ADJUSTED
 KA0930  ______________________________________________________________________
 KA0930  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 KA0930  DYNAMIC HEIGHT  -        209.161 (meters)      686.22  (feet) COMP
 KA0930  MODELED GRAVITY -    980,048.4   (mgal)                       NAVD 88
 KA0930
 KA0930  VERT ORDER      -  FIRST     CLASS II
 KA0930
 KA0930.The horizontal coordinates were scaled from a map and have
 KA0930.an estimated accuracy of +/- 6 seconds.
 KA0930
 KA0930.The orthometric height was determined by differential leveling and
 KA0930.adjusted by the NATIONAL GEODETIC SURVEY
 KA0930.in June 1991.
 KA0930
 KA0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0930.GEOID18 height accuracy estimate available here.
 KA0930
 KA0930.Click photographs - Photos may exist for this station.
 KA0930
 KA0930.The dynamic height is computed by dividing the NAVD 88
 KA0930.geopotential number by the normal gravity value computed on the
 KA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0930.degrees latitude (g = 980.6199 gals.).
 KA0930
 KA0930.The modeled gravity was interpolated from observed gravity values.
 KA0930
 KA0930;                    North         East    Units  Estimated Accuracy
 KA0930;SPC IN W     -   482,860.      897,730.      MT  (+/- 180 meters Scaled)
 KA0930
 KA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905831(NAD 83)
 KA0930
 KA0930                          SUPERSEDED SURVEY CONTROL
 KA0930
 KA0930  NGVD 29 (??/??/92)  209.387  (m)          686.96   (f) ADJ UNCH    1 2
 KA0930
 KA0930.Superseded values are not recommended for survey control.
 KA0930
 KA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0930.See file dsdata.pdf to determine how the superseded data were derived.
 KA0930
 KA0930_MARKER: DB = BENCH MARK DISK
 KA0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0930_STAMPING: G 3 ELEV 686.964 FT
 KA0930_MARK LOGO: CGS
 KA0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0930+STABILITY: SURFACE MOTION
 KA0930
 KA0930  HISTORY     - Date     Condition        Report By
 KA0930  HISTORY     - 1916     MONUMENTED       CGS
 KA0930  HISTORY     - 1946     GOOD             CGS
 KA0930  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0930
 KA0930                          STATION DESCRIPTION
 KA0930
 KA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0930'AT CARBON.
 KA0930'AT CARBON, ON THE NEW YORK CENTRAL RAILROAD, 160 FEET WEST OF
 KA0930'THE NORTHWEST CORNER OF THE STATION, 67 FEET SOUTHEAST OF MILEAGE
 KA0930'POLE 52-45, 40 FEET SOUTHWEST OF MILEAGE POLE 52-44, 52.5 FEET
 KA0930'NORTH OF THE CENTERLINE OF THE NORTH MAIN TRACK, 44 FEET SOUTH
 KA0930'OF THE CENTERLINE OF STATE HIGHWAY 59, 2 FEET EAST OF A WHITE
 KA0930'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0930'DISK, STAMPED G 3 ELEV 686.964 FT AND SET IN THE TOP OF A STONE
 KA0930'POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0930
 KA0930                          STATION RECOVERY (1985)
 KA0930
 KA0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0930'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1361 ***********************************************************************
 LA1361  DESIGNATION -  G 3 MAD INHD
 LA1361  PID         -  LA1361
 LA1361  STATE/COUNTY-  IN/MADISON
 LA1361  COUNTRY     -  US
 LA1361  USGS QUAD   -  ELWOOD (2019)
 LA1361
 LA1361                         *CURRENT SURVEY CONTROL
 LA1361  ______________________________________________________________________
 LA1361* NAD 83(1986) POSITION- 40 20 52.34   (N) 085 47 09.11   (W)   HD_HELD1
 LA1361* NAVD 88 ORTHO HEIGHT -   265.325 (meters)      870.49  (feet) ADJUSTED
 LA1361  ______________________________________________________________________
 LA1361  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LA1361  DYNAMIC HEIGHT  -        265.186 (meters)      870.03  (feet) COMP
 LA1361  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 LA1361
 LA1361  VERT ORDER      -  SECOND    CLASS 0
 LA1361
 LA1361.The horizontal coordinates were determined by differentially corrected
 LA1361.hand held GPS observations or other comparable positioning techniques
 LA1361.and have an estimated accuracy of +/- 3 meters.
 LA1361
 LA1361.The orthometric height was determined by differential leveling and
 LA1361.adjusted by the NATIONAL GEODETIC SURVEY
 LA1361.in June 1991.
 LA1361
 LA1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1361.GEOID18 height accuracy estimate available here.
 LA1361
 LA1361.Click photographs - Photos may exist for this station.
 LA1361
 LA1361.The dynamic height is computed by dividing the NAVD 88
 LA1361.geopotential number by the normal gravity value computed on the
 LA1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1361.degrees latitude (g = 980.6199 gals.).
 LA1361
 LA1361.The modeled gravity was interpolated from observed gravity values.
 LA1361
 LA1361;                    North         East    Units  Estimated Accuracy
 LA1361;SPC IN E     -   566,150.2      89,873.5     MT  (+/- 3 meters HH1 GPS) 
 LA1361
 LA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0311167076(NAD 83)
 LA1361
 LA1361                          SUPERSEDED SURVEY CONTROL
 LA1361
 LA1361  NGVD 29 (??/??/92)  265.457  (m)          870.92   (f) ADJ UNCH    2 0
 LA1361
 LA1361.Superseded values are not recommended for survey control.
 LA1361
 LA1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1361.See file dsdata.pdf to determine how the superseded data were derived.
 LA1361
 LA1361_MARKER: DD = SURVEY DISK
 LA1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1361_SP_SET: CULVERT
 LA1361_STAMPING: MAD G 3
 LA1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1361
 LA1361  HISTORY     - Date     Condition        Report By
 LA1361  HISTORY     - UNK      MONUMENTED       INHD
 LA1361  HISTORY     - 1946     GOOD             CGS
 LA1361
 LA1361                          STATION DESCRIPTION
 LA1361
 LA1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1361'2.2 MI S FROM RIGDON.
 LA1361'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE METHODIST
 LA1361'CHURCH AT RIGDON, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A
 LA1361'T ROAD LEADING WEST, SET IN THE TOP OF THE WEST END OF THE
 LA1361'SOUTHEAST WING WALL OF A 20 FOOT CONCRETE CULVERT OVER A DITCH,
 LA1361'25 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1361'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0806 ***********************************************************************
 MD0806  DESIGNATION -  G 305
 MD0806  PID         -  MD0806
 MD0806  STATE/COUNTY-  IN/ALLEN
 MD0806  COUNTRY     -  US
 MD0806  USGS QUAD   -  CHURUBUSCO (2019)
 MD0806
 MD0806                         *CURRENT SURVEY CONTROL
 MD0806  ______________________________________________________________________
 MD0806* NAD 83(1986) POSITION- 41 08 26.     (N) 085 19 10.     (W)   SCALED
 MD0806* NAVD 88 ORTHO HEIGHT -   261.140 (meters)      856.76  (feet) ADJUSTED
 MD0806  ______________________________________________________________________
 MD0806  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 MD0806  DYNAMIC HEIGHT  -        261.041 (meters)      856.43  (feet) COMP
 MD0806  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 MD0806
 MD0806  VERT ORDER      -  SECOND    CLASS 0
 MD0806
 MD0806.The horizontal coordinates were scaled from a map and have
 MD0806.an estimated accuracy of +/- 6 seconds.
 MD0806
 MD0806.The orthometric height was determined by differential leveling and
 MD0806.adjusted by the NATIONAL GEODETIC SURVEY
 MD0806.in June 1991.
 MD0806
 MD0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0806.GEOID18 height accuracy estimate available here.
 MD0806
 MD0806.Click photographs - Photos may exist for this station.
 MD0806
 MD0806.The dynamic height is computed by dividing the NAVD 88
 MD0806.geopotential number by the normal gravity value computed on the
 MD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0806.degrees latitude (g = 980.6199 gals.).
 MD0806
 MD0806.The modeled gravity was interpolated from observed gravity values.
 MD0806
 MD0806;                    North         East    Units  Estimated Accuracy
 MD0806;SPC IN E     -   654,230.      129,150.      MT  (+/- 180 meters Scaled)
 MD0806
 MD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL410557(NAD 83)
 MD0806
 MD0806                          SUPERSEDED SURVEY CONTROL
 MD0806
 MD0806  NGVD 29 (??/??/92)  261.297  (m)          857.27   (f) ADJ UNCH    2 0
 MD0806
 MD0806.Superseded values are not recommended for survey control.
 MD0806
 MD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0806.See file dsdata.pdf to determine how the superseded data were derived.
 MD0806
 MD0806_MARKER: DB = BENCH MARK DISK
 MD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0806_STAMPING: G 305 1963
 MD0806_MARK LOGO: CGS
 MD0806_PROJECTION: FLUSH
 MD0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0806+STABILITY: SURFACE MOTION
 MD0806
 MD0806  HISTORY     - Date     Condition        Report By
 MD0806  HISTORY     - 1963     MONUMENTED       CGS
 MD0806
 MD0806                          STATION DESCRIPTION
 MD0806
 MD0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0806'3 MI NNW FROM ARCOLA.
 MD0806'LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF THE POST OFFICE IN
 MD0806'ARCOLA.  TO REACH THE MARK FROM THE POST OFFICE, GO 0.1 MILE
 MD0806'WEST TO EME ROAD, THENCE GO 0.4 MILE NORTH ALONG EME ROAD TO
 MD0806'YELLOW RIVER, CONTINUE NORTHWEST 0.3 MILE ON THE YELLOW RIVER
 MD0806'ROAD TO SOLON ROAD, THENCE GO 1.2 MILES NORTH ON SOLON ROAD TO
 MD0806'LEESBURG ROAD, THENCE GO 1.2 MILES NORTHWEST ON LEESBURG ROAD
 MD0806'TO MARK ON MR. C.M. WINCHESTERS PROPERTY.  THE MARK IS ABOUT 825
 MD0806'FEET WEST-NORTHWEST OF THE INTERSECTION OF BUTT ROAD AND LEESBURG
 MD0806'ROAD, 235.5 FEET EAST OF THE NORTHEAST CORNER OF WINCHESTERS
 MD0806'SAW MILL, 54.3 FEET EAST OF A TELEPHONE POLE NUMBER 601, 26.8
 MD0806'FEET NORTH OF THE CENTERLINE OF LEESBURG ROAD, 6.5 FEET NORTH OF
 MD0806'A WITNESS POST AND 1.7 FEET WEST OF A FENCE LINE.  A STANDARD
 MD0806'DISK, STAMPED G 305 1963, SET IN TOP OF A 10 INCH ROUND MONUMENT
 MD0806'AND IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1016 ***********************************************************************
 JZ1016  HT_MOD      -  This is a Height Modernization Survey Station.
 JZ1016  DESIGNATION -  G 306
 JZ1016  PID         -  JZ1016
 JZ1016  STATE/COUNTY-  IN/DEARBORN
 JZ1016  COUNTRY     -  US
 JZ1016  USGS QUAD   -  AURORA (2019)
 JZ1016
 JZ1016                         *CURRENT SURVEY CONTROL
 JZ1016  ______________________________________________________________________
 JZ1016* NAD 83(2011) POSITION- 39 01 42.75065(N) 084 53 10.15761(W)   ADJUSTED
 JZ1016* NAD 83(2011) ELLIP HT-   111.168 (meters)        (10/06/17)   ADJUSTED
 JZ1016* NAD 83(2011) EPOCH   -  2010.00
 JZ1016* NAVD 88 ORTHO HEIGHT -   145.34  (meters)      476.8   (feet) GPS OBS
 JZ1016  ______________________________________________________________________
 JZ1016  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JZ1016  GEOID HEIGHT    -        -34.168 (meters)                     GEOID12B
 JZ1016  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 JZ1016  NAD 83(2011) X  -    442,235.987 (meters)                     COMP
 JZ1016  NAD 83(2011) Y  - -4,941,670.371 (meters)                     COMP
 JZ1016  NAD 83(2011) Z  -  3,994,848.990 (meters)                     COMP
 JZ1016  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 JZ1016
 JZ1016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1016  Standards:
 JZ1016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1016  -------------------------------------------------------------------
 JZ1016  NETWORK    0.41   1.06           0.18   0.15   0.54      0.02806589
 JZ1016  -------------------------------------------------------------------
 JZ1016  Click here for local accuracies and other accuracy information.
 JZ1016
 JZ1016.The horizontal coordinates were established by GPS observations
 JZ1016.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 JZ1016
 JZ1016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1016.been affixed to the stable North American tectonic plate. See 
 JZ1016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1016
 JZ1016.The horizontal coordinates are valid at the epoch date displayed above
 JZ1016.which is a decimal equivalence of Year/Month/Day.
 JZ1016
 JZ1016.The orthometric height was determined by GPS observations and a
 JZ1016.high-resolution geoid model using precise GPS observation and
 JZ1016.processing techniques.
 JZ1016
 JZ1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1016.GEOID18 height accuracy estimate available here.
 JZ1016
 JZ1016.Click photographs - Photos may exist for this station.
 JZ1016
 JZ1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1016
 JZ1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1016
 JZ1016.The ellipsoidal height was determined by GPS observations
 JZ1016.and is referenced to NAD 83.
 JZ1016
 JZ1016. The following values were computed from the NAD 83(2011) position.
 JZ1016
 JZ1016;                    North         East     Units Scale Factor Converg.
 JZ1016;SPC IN E     -   419,954.665   167,583.941   MT  1.00002289   +0 29 29.4
 JZ1016;SPC IN E     - 1,377,801.26    549,814.98   sFT  1.00002289   +0 29 29.4
 JZ1016;UTM  16      - 4,322,069.917   682,976.678   MT  1.00001227   +1 19 53.3
 JZ1016
 JZ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1016!SPC IN E     -   0.99998256  x   1.00002289  =   1.00000545
 JZ1016!UTM  16      -   0.99998256  x   1.00001227  =   0.99999483
 JZ1016
 JZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8297622069(NAD 83)
 JZ1016
 JZ1016                          SUPERSEDED SURVEY CONTROL
 JZ1016
 JZ1016  NAVD 88 (06/15/91)  145.381  (m)          476.97   (f) ADJUSTED    1 2
 JZ1016  NGVD 29 (??/??/92)  145.590  (m)          477.66   (f) ADJ UNCH    1 2
 JZ1016
 JZ1016.Superseded values are not recommended for survey control.
 JZ1016
 JZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1016.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1016
 JZ1016_MARKER: DB = BENCH MARK DISK
 JZ1016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1016_SP_SET: BOX CULVERT HEADWALL
 JZ1016_STAMPING: G 306 1964
 JZ1016_MARK LOGO: CGS
 JZ1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1016+STABILITY: SURFACE MOTION
 JZ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1016+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2015
 JZ1016
 JZ1016  HISTORY     - Date     Condition        Report By
 JZ1016  HISTORY     - 1964     MONUMENTED       CGS
 JZ1016  HISTORY     - 1965     GOOD             CGS
 JZ1016  HISTORY     - 20151201 GOOD             INDOT
 JZ1016
 JZ1016                          STATION DESCRIPTION
 JZ1016
 JZ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ1016'2.2 MI SE FROM AURORA.
 JZ1016'2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1016'AT AURORA, ALONG OLD STATE HIGHWAY 50, ABOUT 100 YARDS WEST OF
 JZ1016'THE CENTER LINE OF NEW HIGHWAY, 20.0 FEET WEST OF THE CENTER LINE
 JZ1016'OF OLD HIGHWAY, 178 FEET SOUTH OF THE CENTER OF THE JUNCTION
 JZ1016'OF OLD HIGHWAY AND DRIVEWAY LEADING INTO CEMETERY, 6.8 FEET
 JZ1016'EAST OF A STEEL FENCE AROUND CEMETERY, SET IN THE TOP NEAR THE
 JZ1016'NORTH END OF THE WEST CONCRETE HEAD WALL OF A 5-FOOT BOX CULVERT
 JZ1016'UNDER THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1016
 JZ1016                          STATION RECOVERY (1965)
 JZ1016
 JZ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JZ1016'RECOVERED IN GOOD CONDITION.
 JZ1016
 JZ1016                          STATION RECOVERY (2015)
 JZ1016
 JZ1016'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 JZ1016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0654 ***********************************************************************
 JA0654  DESIGNATION -  G 309
 JA0654  PID         -  JA0654
 JA0654  STATE/COUNTY-  IN/LAWRENCE
 JA0654  COUNTRY     -  US
 JA0654  USGS QUAD   -  GEORGIA (2019)
 JA0654
 JA0654                         *CURRENT SURVEY CONTROL
 JA0654  ______________________________________________________________________
 JA0654* NAD 83(1986) POSITION- 38 42 42.     (N) 086 35 25.     (W)   SCALED
 JA0654* NAVD 88 ORTHO HEIGHT -   193.747 (meters)      635.65  (feet) ADJUSTED
 JA0654  ______________________________________________________________________
 JA0654  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 JA0654  DYNAMIC HEIGHT  -        193.620 (meters)      635.23  (feet) COMP
 JA0654  MODELED GRAVITY -    979,971.6   (mgal)                       NAVD 88
 JA0654
 JA0654  VERT ORDER      -  FIRST     CLASS II
 JA0654
 JA0654.The horizontal coordinates were scaled from a map and have
 JA0654.an estimated accuracy of +/- 6 seconds.
 JA0654
 JA0654.The orthometric height was determined by differential leveling and
 JA0654.adjusted by the NATIONAL GEODETIC SURVEY
 JA0654.in June 1991.
 JA0654
 JA0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0654.GEOID18 height accuracy estimate available here.
 JA0654
 JA0654.Click photographs - Photos may exist for this station.
 JA0654
 JA0654.The dynamic height is computed by dividing the NAVD 88
 JA0654.geopotential number by the normal gravity value computed on the
 JA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0654.degrees latitude (g = 980.6199 gals.).
 JA0654
 JA0654.The modeled gravity was interpolated from observed gravity values.
 JA0654
 JA0654;                    North         East    Units  Estimated Accuracy
 JA0654;SPC IN W     -   384,600.      942,880.      MT  (+/- 180 meters Scaled)
 JA0654
 JA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH356848(NAD 83)
 JA0654
 JA0654                          SUPERSEDED SURVEY CONTROL
 JA0654
 JA0654  NGVD 29 (??/??/92)  193.865  (m)          636.04   (f) ADJ UNCH    1 2
 JA0654
 JA0654.Superseded values are not recommended for survey control.
 JA0654
 JA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0654.See file dsdata.pdf to determine how the superseded data were derived.
 JA0654
 JA0654_MARKER: DB = BENCH MARK DISK
 JA0654_SETTING: 66 = SET IN ROCK OUTCROP
 JA0654_STAMPING: G 309 1965
 JA0654_MARK LOGO: CGS
 JA0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0654+STABILITY: POSITION/ELEVATION WELL
 JA0654
 JA0654  HISTORY     - Date     Condition        Report By
 JA0654  HISTORY     - 1965     MONUMENTED       CGS
 JA0654
 JA0654                          STATION DESCRIPTION
 JA0654
 JA0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0654'4.7 MI E FROM HURON.
 JA0654'ABOUT 4.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0654'THE CROSSING OF ROAD NUMBER 1036 W AT HURON, IN SECTION 11,
 JA0654'T 3 N, R 2 W, 3 POLES WEST OF MILEPOST 133-10, 18 FEET NORTH OF
 JA0654'THE NORTH RAIL OF THE MAIN TRACK, 56 FEET NORTHEAST OF THE CENTER
 JA0654'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD WHICH LEADS TO
 JA0654'THE MITCHELL CRUSHED STONE COMPANY PLANT, SET IN THE TOP OF A
 JA0654'FLAT ROCK OUTCROP, 36 FEET EAST OF A 6-INCH STEEL PIPE WHICH IS
 JA0654'USED AS A GATE POST, AND ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0738 ***********************************************************************
 LB0738  DESIGNATION -  G 31
 LB0738  PID         -  LB0738
 LB0738  STATE/COUNTY-  IN/TIPPECANOE
 LB0738  COUNTRY     -  US
 LB0738  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0738
 LB0738                         *CURRENT SURVEY CONTROL
 LB0738  ______________________________________________________________________
 LB0738* NAD 83(1986) POSITION- 40 24 25.     (N) 086 53 59.     (W)   SCALED
 LB0738* NAVD 88 ORTHO HEIGHT -   173.426 (meters)      568.98  (feet) ADJUSTED
 LB0738  ______________________________________________________________________
 LB0738  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 LB0738  DYNAMIC HEIGHT  -        173.341 (meters)      568.70  (feet) COMP
 LB0738  MODELED GRAVITY -    980,132.9   (mgal)                       NAVD 88
 LB0738
 LB0738  VERT ORDER      -  SECOND    CLASS 0
 LB0738
 LB0738.The horizontal coordinates were scaled from a map and have
 LB0738.an estimated accuracy of +/- 6 seconds.
 LB0738
 LB0738.The orthometric height was determined by differential leveling and
 LB0738.adjusted by the NATIONAL GEODETIC SURVEY
 LB0738.in June 1991.
 LB0738
 LB0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0738.GEOID18 height accuracy estimate available here.
 LB0738
 LB0738.Click photographs - Photos may exist for this station.
 LB0738
 LB0738.The dynamic height is computed by dividing the NAVD 88
 LB0738.geopotential number by the normal gravity value computed on the
 LB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0738.degrees latitude (g = 980.6199 gals.).
 LB0738
 LB0738.The modeled gravity was interpolated from observed gravity values.
 LB0738
 LB0738;                    North         East    Units  Estimated Accuracy
 LB0738;SPC IN W     -   572,720.      915,590.      MT  (+/- 180 meters Scaled)
 LB0738
 LB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK085729(NAD 83)
 LB0738
 LB0738                          SUPERSEDED SURVEY CONTROL
 LB0738
 LB0738  NGVD 29 (??/??/92)  173.524  (m)          569.30   (f) ADJ UNCH    2 0
 LB0738
 LB0738.Superseded values are not recommended for survey control.
 LB0738
 LB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0738.See file dsdata.pdf to determine how the superseded data were derived.
 LB0738
 LB0738_MARKER: DB = BENCH MARK DISK
 LB0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0738_STAMPING: G 31 1934
 LB0738_MARK LOGO: CGS
 LB0738_PROJECTION: FLUSH
 LB0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0738+STABILITY: SURFACE MOTION
 LB0738
 LB0738  HISTORY     - Date     Condition        Report By
 LB0738  HISTORY     - 1934     MONUMENTED       CGS
 LB0738  HISTORY     - 1946     GOOD             CGS
 LB0738
 LB0738                          STATION DESCRIPTION
 LB0738
 LB0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0738'AT LAFAYETTE.
 LB0738'AT LAFAYETTE, TIPPECANOE COUNTY, 0.8 MILE SOUTH OF THE NEW YORK,
 LB0738'CHICAGO AND ST. LOUIS RALROAD STATION, 0.2 MILE NORTH OF THE
 LB0738'SWITCH TOWER AT LAFAYETTE JUNCTION, 90 YARDS NORTH OF THE CENTER
 LB0738'OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0738'RAILWAY, 40 YARDS WEST OF C.I. AND L. RY. MILEPOST 121, 46.2
 LB0738'FEET WEST OF THE WEST RAIL OF THE EAST-BOUND TRACK OF THE N.Y.C.
 LB0738'AND ST. L.R.R., 43.1 FEET WEST OF THE FIRST SEMAPHORE SIGNAL-TOWER
 LB0738'NORTH OF THE LAFAYETTE JUNCTION SWITCH TOWER, AND 2 FEET NORTHEAST
 LB0738'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 31
 LB0738'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0103 ***********************************************************************
 JA0103  DESIGNATION -  G 310
 JA0103  PID         -  JA0103
 JA0103  STATE/COUNTY-  IN/ORANGE
 JA0103  COUNTRY     -  US
 JA0103  USGS QUAD   -  PAOLI (2019)
 JA0103
 JA0103                         *CURRENT SURVEY CONTROL
 JA0103  ______________________________________________________________________
 JA0103* NAD 83(1986) POSITION- 38 31 23.     (N) 086 27 01.     (W)   SCALED
 JA0103* NAVD 88 ORTHO HEIGHT -   253.426 (meters)      831.45  (feet) ADJUSTED
 JA0103  ______________________________________________________________________
 JA0103  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 JA0103  DYNAMIC HEIGHT  -        253.252 (meters)      830.88  (feet) COMP
 JA0103  MODELED GRAVITY -    979,935.1   (mgal)                       NAVD 88
 JA0103
 JA0103  VERT ORDER      -  FIRST     CLASS II
 JA0103
 JA0103.The horizontal coordinates were scaled from a map and have
 JA0103.an estimated accuracy of +/- 6 seconds.
 JA0103
 JA0103.The orthometric height was determined by differential leveling and
 JA0103.adjusted by the NATIONAL GEODETIC SURVEY
 JA0103.in June 1991.
 JA0103
 JA0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0103.GEOID18 height accuracy estimate available here.
 JA0103
 JA0103.Click photographs - Photos may exist for this station.
 JA0103
 JA0103.The dynamic height is computed by dividing the NAVD 88
 JA0103.geopotential number by the normal gravity value computed on the
 JA0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0103.degrees latitude (g = 980.6199 gals.).
 JA0103
 JA0103.The modeled gravity was interpolated from observed gravity values.
 JA0103
 JA0103;                    North         East    Units  Estimated Accuracy
 JA0103;SPC IN W     -   363,740.      955,200.      MT  (+/- 180 meters Scaled)
 JA0103
 JA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479639(NAD 83)
 JA0103
 JA0103                          SUPERSEDED SURVEY CONTROL
 JA0103
 JA0103  NGVD 29 (??/??/92)  253.531  (m)          831.79   (f) ADJ UNCH    1 2
 JA0103
 JA0103.Superseded values are not recommended for survey control.
 JA0103
 JA0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0103.See file dsdata.pdf to determine how the superseded data were derived.
 JA0103
 JA0103_MARKER: DB = BENCH MARK DISK
 JA0103_SETTING: 66 = SET IN ROCK OUTCROP
 JA0103_STAMPING: G 310 1965
 JA0103_MARK LOGO: CGS
 JA0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0103+STABILITY: POSITION/ELEVATION WELL
 JA0103
 JA0103  HISTORY     - Date     Condition        Report By
 JA0103  HISTORY     - 1965     MONUMENTED       CGS
 JA0103
 JA0103                          STATION DESCRIPTION
 JA0103
 JA0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0103'2.9 MI S FROM PAOLI.
 JA0103'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0103'AT PAOLI, IN SECTION 18, T 1 N, R 1 E, 50 FEET EAST OF THE
 JA0103'CENTER LINE OF THE HIGHWAY, 44 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 JA0103'CORNER OF THE HOUSE NOW OWNED BY MR. LLOYD BASLEY, SET IN THE
 JA0103'TOP OF A ROCK OUTCROP, 68 FEET SOUTH OF THE CENTER LINE OF A
 JA0103'DRIVEWAY LEADING TO THE HOUSE, 13.0 FEET NORTHEAST OF TELEPHONE
 JA0103'POLE NUMBER 124, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0707 ***********************************************************************
 JA0707  DESIGNATION -  G 311
 JA0707  PID         -  JA0707
 JA0707  STATE/COUNTY-  IN/MARTIN
 JA0707  COUNTRY     -  US
 JA0707  USGS QUAD   -  SHOALS (2019)
 JA0707
 JA0707                         *CURRENT SURVEY CONTROL
 JA0707  ______________________________________________________________________
 JA0707* NAD 83(1986) POSITION- 38 40 08.     (N) 086 49 25.     (W)   SCALED
 JA0707* NAVD 88 ORTHO HEIGHT -   145.179 (meters)      476.31  (feet) ADJUSTED
 JA0707  ______________________________________________________________________
 JA0707  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 JA0707  DYNAMIC HEIGHT  -        145.084 (meters)      476.00  (feet) COMP
 JA0707  MODELED GRAVITY -    979,975.0   (mgal)                       NAVD 88
 JA0707
 JA0707  VERT ORDER      -  FIRST     CLASS II
 JA0707
 JA0707.The horizontal coordinates were scaled from a map and have
 JA0707.an estimated accuracy of +/- 6 seconds.
 JA0707
 JA0707.The orthometric height was determined by differential leveling and
 JA0707.adjusted by the NATIONAL GEODETIC SURVEY
 JA0707.in June 1991.
 JA0707
 JA0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0707.GEOID18 height accuracy estimate available here.
 JA0707
 JA0707.Click photographs - Photos may exist for this station.
 JA0707
 JA0707.The dynamic height is computed by dividing the NAVD 88
 JA0707.geopotential number by the normal gravity value computed on the
 JA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0707.degrees latitude (g = 980.6199 gals.).
 JA0707
 JA0707.The modeled gravity was interpolated from observed gravity values.
 JA0707
 JA0707;                    North         East    Units  Estimated Accuracy
 JA0707;SPC IN W     -   379,770.      922,600.      MT  (+/- 180 meters Scaled)
 JA0707
 JA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH153800(NAD 83)
 JA0707
 JA0707                          SUPERSEDED SURVEY CONTROL
 JA0707
 JA0707  NGVD 29 (??/??/92)  145.304  (m)          476.72   (f) ADJ UNCH    1 2
 JA0707
 JA0707.Superseded values are not recommended for survey control.
 JA0707
 JA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0707.See file dsdata.pdf to determine how the superseded data were derived.
 JA0707
 JA0707_MARKER: DB = BENCH MARK DISK
 JA0707_SETTING: 66 = SET IN ROCK OUTCROP
 JA0707_STAMPING: G 311 1965
 JA0707_MARK LOGO: CGS
 JA0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0707+STABILITY: POSITION/ELEVATION WELL
 JA0707
 JA0707  HISTORY     - Date     Condition        Report By
 JA0707  HISTORY     - 1965     MONUMENTED       CGS
 JA0707
 JA0707                          STATION DESCRIPTION
 JA0707
 JA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0707'3.2 MI W FROM SHOALS.
 JA0707'ABOUT 3.15 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0707'FROM THE STATION AT SHOALS, IN SECTION 26, T 3 N, R 4 W, 6 POLES
 JA0707'NORTHEAST OF MILEPOST 149-40, 10 FEET NORTHWEST OF THE NORTHWEST
 JA0707'RAIL, SET IN THE TOP OF A ROCK OUTCROP, 240 FEET SOUTHEAST OF THE
 JA0707'CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, ABOUT 6
 JA0707'INCHES ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0834 ***********************************************************************
 JA0834  DESIGNATION -  G 312
 JA0834  PID         -  JA0834
 JA0834  STATE/COUNTY-  IN/DAVIESS
 JA0834  COUNTRY     -  US
 JA0834  USGS QUAD   -  WASHINGTON (2019)
 JA0834
 JA0834                         *CURRENT SURVEY CONTROL
 JA0834  ______________________________________________________________________
 JA0834* NAD 83(1986) POSITION- 38 41 44.     (N) 087 07 54.     (W)   SCALED
 JA0834* NAVD 88 ORTHO HEIGHT -   142.824 (meters)      468.58  (feet) ADJUSTED
 JA0834  ______________________________________________________________________
 JA0834  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 JA0834  DYNAMIC HEIGHT  -        142.734 (meters)      468.29  (feet) COMP
 JA0834  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JA0834
 JA0834  VERT ORDER      -  FIRST     CLASS II
 JA0834
 JA0834.This mark is at Daviess County Airport (DCY)
 JA0834
 JA0834.The horizontal coordinates were scaled from a map and have
 JA0834.an estimated accuracy of +/- 6 seconds.
 JA0834
 JA0834.The orthometric height was determined by differential leveling and
 JA0834.adjusted by the NATIONAL GEODETIC SURVEY
 JA0834.in June 1991.
 JA0834
 JA0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0834.GEOID18 height accuracy estimate available here.
 JA0834
 JA0834.Click photographs - Photos may exist for this station.
 JA0834
 JA0834.The dynamic height is computed by dividing the NAVD 88
 JA0834.geopotential number by the normal gravity value computed on the
 JA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0834.degrees latitude (g = 980.6199 gals.).
 JA0834
 JA0834.The modeled gravity was interpolated from observed gravity values.
 JA0834
 JA0834;                    North         East    Units  Estimated Accuracy
 JA0834;SPC IN W     -   382,700.      895,800.      MT  (+/- 180 meters Scaled)
 JA0834
 JA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH885830(NAD 83)
 JA0834
 JA0834                          SUPERSEDED SURVEY CONTROL
 JA0834
 JA0834  NGVD 29 (??/??/92)  142.962  (m)          469.03   (f) ADJ UNCH    1 2
 JA0834
 JA0834.Superseded values are not recommended for survey control.
 JA0834
 JA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0834.See file dsdata.pdf to determine how the superseded data were derived.
 JA0834
 JA0834_STAMPING: G 312 1965
 JA0834_MARK LOGO: CGS
 JA0834_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0834
 JA0834  HISTORY     - Date     Condition        Report By
 JA0834  HISTORY     - 1965     MONUMENTED       CGS
 JA0834  HISTORY     - 1986     GOOD             NGS
 JA0834  HISTORY     - 20200420 MARK NOT FOUND   WOOLPT
 JA0834
 JA0834                          STATION DESCRIPTION
 JA0834
 JA0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0834'6.2 MI NE FROM WASHINGTON.
 JA0834'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0834'THE STATION AT WASHINGTON, THENCE 1.7 MILES NORTH ALONG A DIRT AND
 JA0834'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A PAVED ROAD, THENCE
 JA0834'0.5 MILE NORTH ALONG A PAVED ROAD, THENCE 0.8 MILE WEST ALONG
 JA0834'A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, IN
 JA0834'SECTION 13, T 3 N, R 7 W, 278 FEET WEST OF THE SOUTHWEST CORNER
 JA0834'OF THE ADMINISTRATION BUILDING AT THE DAVIESS COUNTY AIRPORT,
 JA0834'234 FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 8.0 FEET
 JA0834'NORTHEAST OF A WOODEN POLE SUPPORTING A BEACON LIGHT, 250 FEET
 JA0834'NORTHWEST OF BENCH MARK F 312, 1.5 FEET SOUTH OF A METAL WITNESS
 JA0834'POST, ABOUT LEVEL WITH THE PAVED ROAD, AND SET IN THE TOP OF A
 JA0834'CONCRETE POST PROJECTING 6 INCHES.
 JA0834
 JA0834                          STATION RECOVERY (1986)
 JA0834
 JA0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0834'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM (2.8
 JA0834'MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH U.S.
 JA0834'HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG
 JA0834'COUNTY ROAD 250 N, THENCE 0.9 KM (0.55 MI) NORTH ALONG COUNTY ROAD 75
 JA0834'E, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD 275 N, THENCE
 JA0834'0.2 KM (0.1 MI) NORTHEAST ALONG THE DAVIESS COUNTY AIRPORT ENTRANCE
 JA0834'ROAD, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG A GRAVELED ROAD, 23.2 M
 JA0834'(76.1 FT) WEST OF THE ROAD CENTER, 2.4 M (7.9 FT) EAST OF A UTILITY
 JA0834'POLE SUPPORTING A BEACON LIGHT, AND 0.3 M (1.0 FT) NORTHWEST OF A
 JA0834'WITNESS POST.
 JA0834'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JA0834'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA0834
 JA0834                          STATION RECOVERY (2020)
 JA0834
 JA0834'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2020 (SLS)
 JA0834'MARK NOT FOUND.  DESCRIBED LOCATION APPEARS TO BE WITHIN A CONCRETE
 JA0834'APRON CONSTRUCTED CIRCA 2000.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1332 ***********************************************************************
 HZ1332  DESIGNATION -  G 313
 HZ1332  PID         -  HZ1332
 HZ1332  STATE/COUNTY-  IN/FLOYD
 HZ1332  COUNTRY     -  US
 HZ1332  USGS QUAD   -  NEW ALBANY (2019)
 HZ1332
 HZ1332                         *CURRENT SURVEY CONTROL
 HZ1332  ______________________________________________________________________
 HZ1332* NAD 83(1986) POSITION- 38 17 03.     (N) 085 49 03.     (W)   SCALED
 HZ1332* NAVD 88 ORTHO HEIGHT -   133.498 (meters)      437.98  (feet) ADJUSTED
 HZ1332  ______________________________________________________________________
 HZ1332  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 HZ1332  DYNAMIC HEIGHT  -        133.408 (meters)      437.69  (feet) COMP
 HZ1332  MODELED GRAVITY -    979,949.8   (mgal)                       NAVD 88
 HZ1332
 HZ1332  VERT ORDER      -  FIRST     CLASS II
 HZ1332
 HZ1332.The horizontal coordinates were scaled from a map and have
 HZ1332.an estimated accuracy of +/- 6 seconds.
 HZ1332
 HZ1332.The orthometric height was determined by differential leveling and
 HZ1332.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1332.in June 1991.
 HZ1332
 HZ1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1332.GEOID18 height accuracy estimate available here.
 HZ1332
 HZ1332.Click photographs - Photos may exist for this station.
 HZ1332
 HZ1332.The dynamic height is computed by dividing the NAVD 88
 HZ1332.geopotential number by the normal gravity value computed on the
 HZ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1332.degrees latitude (g = 980.6199 gals.).
 HZ1332
 HZ1332.The modeled gravity was interpolated from observed gravity values.
 HZ1332
 HZ1332;                    North         East    Units  Estimated Accuracy
 HZ1332;SPC IN E     -   337,050.       86,800.      MT  (+/- 180 meters Scaled)
 HZ1332
 HZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034380(NAD 83)
 HZ1332
 HZ1332                          SUPERSEDED SURVEY CONTROL
 HZ1332
 HZ1332  NGVD 29 (??/??/92)  133.641  (m)          438.45   (f) ADJ UNCH    1 2
 HZ1332
 HZ1332.Superseded values are not recommended for survey control.
 HZ1332
 HZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1332.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1332
 HZ1332_MARKER: DB = BENCH MARK DISK
 HZ1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1332_SP_SET: PUMPING STATION BASE
 HZ1332_STAMPING: G 313 1965
 HZ1332_MARK LOGO: CGS
 HZ1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1332
 HZ1332  HISTORY     - Date     Condition        Report By
 HZ1332  HISTORY     - 1965     MONUMENTED       CGS
 HZ1332  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1332
 HZ1332                          STATION DESCRIPTION
 HZ1332
 HZ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1332'0.2 MI NE FROM NEW ALBANY.
 HZ1332'ABOUT 0.25 MILE NORTHEAST ALONG THE SOURR            FROM THE
 HZ1332'STATION AT NEW ALBANY, 42 1/2 FEET NORTH OF THE NORTH RAIL,
 HZ1332'170 1/2 FEET EAST OF THE CENTER LINE OF A STREET, SET IN THE TOP
 HZ1332'OF THE NORTHWEST CORNER OF THE EXTENDED CONCRETE BASE OF THE
 HZ1332'U.S. CORPS OF ENGINEERS PUMPING STATION, 12 1/2 FEET WEST OF
 HZ1332'THE NORTHWEST CORNER OF THE PUMPING STATION, AND ABOUT 7 FEET
 HZ1332'BELOW THE LEVEL OF THE TRACK.
 HZ1332
 HZ1332                          STATION RECOVERY (1979)
 HZ1332
 HZ1332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0862 ***********************************************************************
 JA0862  DESIGNATION -  G 314
 JA0862  PID         -  JA0862
 JA0862  STATE/COUNTY-  IN/KNOX
 JA0862  COUNTRY     -  US
 JA0862  USGS QUAD   -  WHEATLAND (2019)
 JA0862
 JA0862                         *CURRENT SURVEY CONTROL
 JA0862  ______________________________________________________________________
 JA0862* NAD 83(1986) POSITION- 38 39 53.     (N) 087 18 50.     (W)   SCALED
 JA0862* NAVD 88 ORTHO HEIGHT -   148.189 (meters)      486.18  (feet) ADJUSTED
 JA0862  ______________________________________________________________________
 JA0862  GEOID HEIGHT    -        -32.094 (meters)                     GEOID18
 JA0862  DYNAMIC HEIGHT  -        148.095 (meters)      485.88  (feet) COMP
 JA0862  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 JA0862
 JA0862  VERT ORDER      -  FIRST     CLASS II
 JA0862
 JA0862.The horizontal coordinates were scaled from a map and have
 JA0862.an estimated accuracy of +/- 6 seconds.
 JA0862
 JA0862.The orthometric height was determined by differential leveling and
 JA0862.adjusted by the NATIONAL GEODETIC SURVEY
 JA0862.in June 1991.
 JA0862
 JA0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0862.GEOID18 height accuracy estimate available here.
 JA0862
 JA0862.Click photographs - Photos may exist for this station.
 JA0862
 JA0862.The dynamic height is computed by dividing the NAVD 88
 JA0862.geopotential number by the normal gravity value computed on the
 JA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0862.degrees latitude (g = 980.6199 gals.).
 JA0862
 JA0862.The modeled gravity was interpolated from observed gravity values.
 JA0862
 JA0862;                    North         East    Units  Estimated Accuracy
 JA0862;SPC IN W     -   379,300.      879,940.      MT  (+/- 180 meters Scaled)
 JA0862
 JA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH726796(NAD 83)
 JA0862
 JA0862                          SUPERSEDED SURVEY CONTROL
 JA0862
 JA0862  NGVD 29 (??/??/92)  148.301  (m)          486.55   (f) ADJ UNCH    1 2
 JA0862
 JA0862.Superseded values are not recommended for survey control.
 JA0862
 JA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0862.See file dsdata.pdf to determine how the superseded data were derived.
 JA0862
 JA0862_MARKER: DB = BENCH MARK DISK
 JA0862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0862_STAMPING: G 314 1965
 JA0862_MARK LOGO: CGS
 JA0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0862
 JA0862  HISTORY     - Date     Condition        Report By
 JA0862  HISTORY     - 1965     MONUMENTED       CGS
 JA0862  HISTORY     - 1986     GOOD             NGS
 JA0862
 JA0862                          STATION DESCRIPTION
 JA0862
 JA0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0862'0.4 MI W FROM WHEATLAND.
 JA0862'ABOUT 0.4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0862'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0862'IN FRACTIONAL SECTION 106, T 3 N, R 8 W, 35 FEET SOUTH OF THE
 JA0862'SOUTH RAIL, 97 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JA0862'FRAME HOUSE, 82 FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE
 JA0862'POLE NUMBER 407 WHICH IS BRACED BY 4 GUY WIRES, 24 FEET EAST
 JA0862'OF A 22-INCH MAPLE TREE, 1.8 FEET SOUTHEAST OF A METAL WITNESS
 JA0862'POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE
 JA0862'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JA0862'OF 32 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS
 JA0862'5 INCHES.
 JA0862
 JA0862                          STATION RECOVERY (1986)
 JA0862
 JA0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0862'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0862'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0862'DELETE--82.0 FT SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER
 JA0862'407 WHICH IS BRACED BY 4 GUY WIRES, AND 87.0 FT NORTHWEST OF THE
 JA0862'NORTHWEST CORNER OF A FRAME HOUSE.  ADD--6.3 M (20.7 FT) NORTHEAST OF
 JA0862'THE NORTHWEST CORNER OF A FENCE, AND 3.8 M (12.5 FT) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0952 ***********************************************************************
 JA0952  DESIGNATION -  G 315
 JA0952  PID         -  JA0952
 JA0952  STATE/COUNTY-  IN/DAVIESS
 JA0952  COUNTRY     -  US
 JA0952  USGS QUAD   -  SANDY HOOK (2019)
 JA0952
 JA0952                         *CURRENT SURVEY CONTROL
 JA0952  ______________________________________________________________________
 JA0952* NAD 83(1986) POSITION- 38 35 08.     (N) 087 14 23.     (W)   SCALED
 JA0952* NAVD 88 ORTHO HEIGHT -   136.407 (meters)      447.53  (feet) ADJUSTED
 JA0952  ______________________________________________________________________
 JA0952  GEOID HEIGHT    -        -32.158 (meters)                     GEOID18
 JA0952  DYNAMIC HEIGHT  -        136.319 (meters)      447.24  (feet) COMP
 JA0952  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 JA0952
 JA0952  VERT ORDER      -  FIRST     CLASS II
 JA0952
 JA0952.The horizontal coordinates were scaled from a map and have
 JA0952.an estimated accuracy of +/- 6 seconds.
 JA0952
 JA0952.The orthometric height was determined by differential leveling and
 JA0952.adjusted by the NATIONAL GEODETIC SURVEY
 JA0952.in June 1991.
 JA0952
 JA0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0952.GEOID18 height accuracy estimate available here.
 JA0952
 JA0952.Click photographs - Photos may exist for this station.
 JA0952
 JA0952.The dynamic height is computed by dividing the NAVD 88
 JA0952.geopotential number by the normal gravity value computed on the
 JA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0952.degrees latitude (g = 980.6199 gals.).
 JA0952
 JA0952.The modeled gravity was interpolated from observed gravity values.
 JA0952
 JA0952;                    North         East    Units  Estimated Accuracy
 JA0952;SPC IN W     -   370,500.      886,370.      MT  (+/- 180 meters Scaled)
 JA0952
 JA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791708(NAD 83)
 JA0952
 JA0952                          SUPERSEDED SURVEY CONTROL
 JA0952
 JA0952  NGVD 29 (??/??/92)  136.601  (m)          448.17   (f) ADJ UNCH    1 2
 JA0952
 JA0952.Superseded values are not recommended for survey control.
 JA0952
 JA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0952.See file dsdata.pdf to determine how the superseded data were derived.
 JA0952
 JA0952_MARKER: DB = BENCH MARK DISK
 JA0952_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0952_STAMPING: G 315 1965
 JA0952_MARK LOGO: CGS
 JA0952_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0952
 JA0952  HISTORY     - Date     Condition        Report By
 JA0952  HISTORY     - 1965     MONUMENTED       CGS
 JA0952  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0952
 JA0952                          STATION DESCRIPTION
 JA0952
 JA0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0952'9.3 MI SW FROM WASHINGTON.
 JA0952'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0952'THE STATION AT WASHINGTON, THENCE 6.75 MILES SOUTHWEST ALONG THE
 JA0952'NEW YORK CENTRAL RAILROAD, IN SECTION 19, T 2 N, R 7 W, 106 FEET
 JA0952'NORTHEAST AND ACROSS THE TRACK FROM A CONCRETE BLOCK HOUSE, 69
 JA0952'FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JA0952'PRIVATE ROAD, 30 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 JA0952'ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 JA0952'ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JA0952'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS
 JA0952'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA0952
 JA0952                          STATION RECOVERY (1985)
 JA0952
 JA0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0952'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1057 ***********************************************************************
 JA1057  DESIGNATION -  G 316
 JA1057  PID         -  JA1057
 JA1057  STATE/COUNTY-  IN/GIBSON
 JA1057  COUNTRY     -  US
 JA1057  USGS QUAD   -  ELBERFELD (2019)
 JA1057
 JA1057                         *CURRENT SURVEY CONTROL
 JA1057  ______________________________________________________________________
 JA1057* NAD 83(1986) POSITION- 38 14 41.     (N) 087 23 46.     (W)   SCALED
 JA1057* NAVD 88 ORTHO HEIGHT -   127.869 (meters)      419.52  (feet) ADJUSTED
 JA1057  ______________________________________________________________________
 JA1057  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 JA1057  DYNAMIC HEIGHT  -        127.783 (meters)      419.23  (feet) COMP
 JA1057  MODELED GRAVITY -    979,957.9   (mgal)                       NAVD 88
 JA1057
 JA1057  VERT ORDER      -  FIRST     CLASS II
 JA1057
 JA1057.The horizontal coordinates were scaled from a map and have
 JA1057.an estimated accuracy of +/- 6 seconds.
 JA1057
 JA1057.The orthometric height was determined by differential leveling and
 JA1057.adjusted by the NATIONAL GEODETIC SURVEY
 JA1057.in June 1991.
 JA1057
 JA1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1057.GEOID18 height accuracy estimate available here.
 JA1057
 JA1057.Click photographs - Photos may exist for this station.
 JA1057
 JA1057.The dynamic height is computed by dividing the NAVD 88
 JA1057.geopotential number by the normal gravity value computed on the
 JA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1057.degrees latitude (g = 980.6199 gals.).
 JA1057
 JA1057.The modeled gravity was interpolated from observed gravity values.
 JA1057
 JA1057;                    North         East    Units  Estimated Accuracy
 JA1057;SPC IN W     -   332,700.      872,620.      MT  (+/- 180 meters Scaled)
 JA1057
 JA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH653330(NAD 83)
 JA1057
 JA1057                          SUPERSEDED SURVEY CONTROL
 JA1057
 JA1057  NGVD 29 (??/??/92)  127.987  (m)          419.90   (f) ADJ UNCH    1 2
 JA1057
 JA1057.Superseded values are not recommended for survey control.
 JA1057
 JA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1057.See file dsdata.pdf to determine how the superseded data were derived.
 JA1057
 JA1057_MARKER: DB = BENCH MARK DISK
 JA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1057_STAMPING: G 316 1965
 JA1057_MARK LOGO: CGS
 JA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1057+STABILITY: SURFACE MOTION
 JA1057
 JA1057  HISTORY     - Date     Condition        Report By
 JA1057  HISTORY     - 1965     MONUMENTED       CGS
 JA1057  HISTORY     - 1985     GOOD             NGS
 JA1057
 JA1057                          STATION DESCRIPTION
 JA1057
 JA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1057'1.7 MI NE FROM BUCKSKIN.
 JA1057'ABOUT 1.7 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1057'FROM THE STATION AT BUCKSKIN, OR ABOUT 1 BLOCK NORTHWEST ALONG
 JA1057'COUNTY ROAD 540 S FROM THE POST OFFICE AT SOMERVILLE, THENCE 2.55
 JA1057'MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD, 0.7 MILE
 JA1057'SOUTHWEST OF THE SMALL COMMUNITY OF MACKEY, 0.3 MILE SOUTHWEST
 JA1057'OF MILEPOST 113, 52 FEET SOUTHEAST OF THE CENTER OF A CROSSING
 JA1057'OF THE RAILROAD AND COUNTY ROAD 925 E, 42 FEET SOUTH OF THE
 JA1057'CENTER LINE OF THE ROAD, 42 FEET SOUTHWEST OF POWER POLE 662-718,
 JA1057'41 FEET EAST OF THE EAST RAIL, 23 FEET WEST OF THE CENTER OF A
 JA1057'GATE LEADING TO A FIELD, 7.2 FEET WEST OF A LONE 12-INCH HICKORY
 JA1057'TREE, 2.4 FEET NORTH OF A CONCRETE CORNER FENCE POST, 1.8 FEET
 JA1057'SOUTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 JA1057'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1057'7 INCHES.
 JA1057
 JA1057                          STATION RECOVERY (1985)
 JA1057
 JA1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1057'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JA1057'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1057'HIGHWAY 357 IN OAKLAND CITY, THENCE 0.1 KM (0.05 MI) EAST ALONG COUNTY
 JA1057'ROAD 750 S.  DELETE--42 FEET SOUTHWEST OF POWER POLE 662-71B.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0600 ***********************************************************************
 JA0600  DESIGNATION -  G 317
 JA0600  PID         -  JA0600
 JA0600  STATE/COUNTY-  IN/DUBOIS
 JA0600  COUNTRY     -  US
 JA0600  USGS QUAD   -  DALE (2019)
 JA0600
 JA0600                         *CURRENT SURVEY CONTROL
 JA0600  ______________________________________________________________________
 JA0600* NAD 83(1986) POSITION- 38 13 57.     (N) 086 56 56.     (W)   SCALED
 JA0600* NAVD 88 ORTHO HEIGHT -   149.872 (meters)      491.71  (feet) ADJUSTED
 JA0600  ______________________________________________________________________
 JA0600  GEOID HEIGHT    -        -32.162 (meters)                     GEOID18
 JA0600  DYNAMIC HEIGHT  -        149.770 (meters)      491.37  (feet) COMP
 JA0600  MODELED GRAVITY -    979,951.9   (mgal)                       NAVD 88
 JA0600
 JA0600  VERT ORDER      -  FIRST     CLASS II
 JA0600
 JA0600.The horizontal coordinates were scaled from a map and have
 JA0600.an estimated accuracy of +/- 6 seconds.
 JA0600
 JA0600.The orthometric height was determined by differential leveling and
 JA0600.adjusted by the NATIONAL GEODETIC SURVEY
 JA0600.in June 1991.
 JA0600
 JA0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0600.GEOID18 height accuracy estimate available here.
 JA0600
 JA0600.Click photographs - Photos may exist for this station.
 JA0600
 JA0600.The dynamic height is computed by dividing the NAVD 88
 JA0600.geopotential number by the normal gravity value computed on the
 JA0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0600.degrees latitude (g = 980.6199 gals.).
 JA0600
 JA0600.The modeled gravity was interpolated from observed gravity values.
 JA0600
 JA0600;                    North         East    Units  Estimated Accuracy
 JA0600;SPC IN W     -   331,310.      911,770.      MT  (+/- 180 meters Scaled)
 JA0600
 JA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH044316(NAD 83)
 JA0600
 JA0600                          SUPERSEDED SURVEY CONTROL
 JA0600
 JA0600  NGVD 29 (??/??/92)  149.974  (m)          492.04   (f) ADJ UNCH    1 2
 JA0600
 JA0600.Superseded values are not recommended for survey control.
 JA0600
 JA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0600.See file dsdata.pdf to determine how the superseded data were derived.
 JA0600
 JA0600_MARKER: DB = BENCH MARK DISK
 JA0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0600_STAMPING: G 317 1965
 JA0600_MARK LOGO: CGS
 JA0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0600
 JA0600  HISTORY     - Date     Condition        Report By
 JA0600  HISTORY     - 1965     MONUMENTED       CGS
 JA0600
 JA0600                          STATION DESCRIPTION
 JA0600
 JA0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0600'5 MI S FROM HUNTINGBURG.
 JA0600'ABOUT 5.05 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY
 JA0600'POWER PLANT AND WATER COMPANY BUILDING AT HUNGTINGBURG, OR 5.95
 JA0600'MILES NORTHEAST ALONG THE SOUTHERN RAILROAD FROM THE POST OFFICE
 JA0600'AT DALE, IN SECTON 27, T 3 S, R 5 W, 211 FEET EAST-NORTHEAST OF
 JA0600'THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 41 FEET SOUTH OF
 JA0600'THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF A 14-INCH OAK
 JA0600'TREE, 11 FEET WEST OF A 28-INCH OAK TREE, 1.3 FEET WEST OF A
 JA0600'METAL WITNESS POST, ABOUT 30 FEET ABOVE THE RAILS, ABOUT 10 FEET
 JA0600'ABOVE THE ROAD, SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JA0600'THAT IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND IS ENCASED IN A
 JA0600'5-INCH CAST IRON PIPE PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0572 ***********************************************************************
 HA0572  DESIGNATION -  G 318
 HA0572  PID         -  HA0572
 HA0572  STATE/COUNTY-  IN/SPENCER
 HA0572  COUNTRY     -  US
 HA0572  USGS QUAD   -  ROCKPORT (2019)
 HA0572
 HA0572                         *CURRENT SURVEY CONTROL
 HA0572  ______________________________________________________________________
 HA0572* NAD 83(1986) POSITION- 37 54 56.     (N) 087 03 01.     (W)   SCALED
 HA0572* NAVD 88 ORTHO HEIGHT -   116.359 (meters)      381.75  (feet) ADJUSTED
 HA0572  ______________________________________________________________________
 HA0572  GEOID HEIGHT    -        -31.208 (meters)                     GEOID18
 HA0572  DYNAMIC HEIGHT  -        116.281 (meters)      381.50  (feet) COMP
 HA0572  MODELED GRAVITY -    979,957.1   (mgal)                       NAVD 88
 HA0572
 HA0572  VERT ORDER      -  FIRST     CLASS II
 HA0572
 HA0572.The horizontal coordinates were scaled from a map and have
 HA0572.an estimated accuracy of +/- 6 seconds.
 HA0572
 HA0572.The orthometric height was determined by differential leveling and
 HA0572.adjusted by the NATIONAL GEODETIC SURVEY
 HA0572.in June 1991.
 HA0572
 HA0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0572.GEOID18 height accuracy estimate available here.
 HA0572
 HA0572.Click photographs - Photos may exist for this station.
 HA0572
 HA0572.The dynamic height is computed by dividing the NAVD 88
 HA0572.geopotential number by the normal gravity value computed on the
 HA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0572.degrees latitude (g = 980.6199 gals.).
 HA0572
 HA0572.The modeled gravity was interpolated from observed gravity values.
 HA0572
 HA0572;                    North         East    Units  Estimated Accuracy
 HA0572;SPC IN W     -   296,120.      902,910.      MT  (+/- 180 meters Scaled)
 HA0572
 HA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG955964(NAD 83)
 HA0572
 HA0572                          SUPERSEDED SURVEY CONTROL
 HA0572
 HA0572  NGVD 29 (??/??/92)  116.459  (m)          382.08   (f) ADJ UNCH    1 2
 HA0572
 HA0572.Superseded values are not recommended for survey control.
 HA0572
 HA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0572.See file dsdata.pdf to determine how the superseded data were derived.
 HA0572
 HA0572_MARKER: DB = BENCH MARK DISK
 HA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0572_STAMPING: G 318 1965
 HA0572_MARK LOGO: CGS
 HA0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0572+STABILITY: SURFACE MOTION
 HA0572
 HA0572  HISTORY     - Date     Condition        Report By
 HA0572  HISTORY     - 1965     MONUMENTED       CGS
 HA0572
 HA0572                          STATION DESCRIPTION
 HA0572
 HA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0572'2.3 MI N FROM ROCKPORT.
 HA0572'ABOUT 0.35 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0572'AT ROCKPORT, THENCE 1.95 MILES NORTH-NORTHEAST ALONG THE SOUTHERN
 HA0572'RAILROAD, IN SECTION 14, T 7 S, R 6 W, 64 FEET SOUTHEAST OF THE
 HA0572'CENTER OF THE CROSSING OF A GRAVELED ROAD, 60 FEET EAST-SOUTHEAST
 HA0572'OF THE EAST-SOUTHEAST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE
 HA0572'ROAD, 36 FEET WEST OF POWER POLE Y72-23, 1 1/2 FEET SOUTH OF A
 HA0572'FENCE, 2.5 FEET WEST OF A METAL WITNESS POST, 4 1/2 FEET BELOW THE
 HA0572'LEVEL OF THE ROAD, 6 FEET BELOW THE LEVEL OF THE RAILS, SET IN
 HA0572'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0783 ***********************************************************************
 HZ0783  DESIGNATION -  G 319
 HZ0783  PID         -  HZ0783
 HZ0783  STATE/COUNTY-  IN/OHIO
 HZ0783  COUNTRY     -  US
 HZ0783  USGS QUAD   -  RISING SUN (2019)
 HZ0783
 HZ0783                         *CURRENT SURVEY CONTROL
 HZ0783  ______________________________________________________________________
 HZ0783* NAD 83(1986) POSITION- 38 56 21.     (N) 084 51 48.     (W)   SCALED
 HZ0783* NAVD 88 ORTHO HEIGHT -   145.732 (meters)      478.12  (feet) ADJUSTED
 HZ0783  ______________________________________________________________________
 HZ0783  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 HZ0783  DYNAMIC HEIGHT  -        145.640 (meters)      477.82  (feet) COMP
 HZ0783  MODELED GRAVITY -    979,991.1   (mgal)                       NAVD 88
 HZ0783
 HZ0783  VERT ORDER      -  FIRST     CLASS II
 HZ0783
 HZ0783.The horizontal coordinates were scaled from a map and have
 HZ0783.an estimated accuracy of +/- 6 seconds.
 HZ0783
 HZ0783.The orthometric height was determined by differential leveling and
 HZ0783.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0783.in June 1991.
 HZ0783
 HZ0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0783.GEOID18 height accuracy estimate available here.
 HZ0783
 HZ0783.Click photographs - Photos may exist for this station.
 HZ0783
 HZ0783.The dynamic height is computed by dividing the NAVD 88
 HZ0783.geopotential number by the normal gravity value computed on the
 HZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0783.degrees latitude (g = 980.6199 gals.).
 HZ0783
 HZ0783.The modeled gravity was interpolated from observed gravity values.
 HZ0783
 HZ0783;                    North         East    Units  Estimated Accuracy
 HZ0783;SPC IN E     -   410,050.      169,650.      MT  (+/- 180 meters Scaled)
 HZ0783
 HZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ851121(NAD 83)
 HZ0783
 HZ0783                          SUPERSEDED SURVEY CONTROL
 HZ0783
 HZ0783  NGVD 29 (??/??/92)  145.935  (m)          478.79   (f) ADJ UNCH    1 2
 HZ0783
 HZ0783.Superseded values are not recommended for survey control.
 HZ0783
 HZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0783.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0783
 HZ0783_MARKER: DB = BENCH MARK DISK
 HZ0783_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0783_STAMPING: G 319 1965
 HZ0783_MARK LOGO: CGS
 HZ0783_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0783
 HZ0783  HISTORY     - Date     Condition        Report By
 HZ0783  HISTORY     - 1965     MONUMENTED       CGS
 HZ0783
 HZ0783                          STATION DESCRIPTION
 HZ0783
 HZ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0783'1.1 MI SW FROM RISING SUN.
 HZ0783'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0783'AT RISING SUN, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 56,
 HZ0783'IN SECTION 10, T 3 N, R 1 W, ABOUT 300 FEET SOUTH OF THE SOUTH
 HZ0783'CORNER OF A LARGE FARMHOUSE OWNED BY M.R. GREEN, 40 FEET NORTHWEST
 HZ0783'OF THE CENTER LINE OF THE HIGHWAY, 184 FEET SOUTHEAST OF THE
 HZ0783'SOUTHEAST CORNER OF A LARGE BARN, 28 FEET NORTHEAST OF A TELEPHONE
 HZ0783'POLE, 2.0 FEET SOUTH OF A FENCE CORNER POST 0.8 FEET SOUTHWEST
 HZ0783'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 HZ0783'HIGHWAY, AND SET IN THE TOP OF A 5-INCH BY 5-FOOT CAST IRON PIPE
 HZ0783'FILLED WITH CONCRETE AND PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0599 ***********************************************************************
 LB0599  DESIGNATION -  G 32
 LB0599  PID         -  LB0599
 LB0599  STATE/COUNTY-  IN/HAMILTON
 LB0599  COUNTRY     -  US
 LB0599  USGS QUAD   -  WESTFIELD (2019)
 LB0599
 LB0599                         *CURRENT SURVEY CONTROL
 LB0599  ______________________________________________________________________
 LB0599* NAD 83(1986) POSITION- 40 02 24.     (N) 086 08 12.     (W)   SCALED
 LB0599* NAVD 88 ORTHO HEIGHT -   273.827 (meters)      898.38  (feet) ADJUSTED
 LB0599  ______________________________________________________________________
 LB0599  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LB0599  DYNAMIC HEIGHT  -        273.674 (meters)      897.88  (feet) COMP
 LB0599  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 LB0599
 LB0599  VERT ORDER      -  SECOND    CLASS 0
 LB0599
 LB0599.The horizontal coordinates were scaled from a map and have
 LB0599.an estimated accuracy of +/- 6 seconds.
 LB0599
 LB0599.The orthometric height was determined by differential leveling and
 LB0599.adjusted by the NATIONAL GEODETIC SURVEY
 LB0599.in June 1991.
 LB0599
 LB0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0599.GEOID18 height accuracy estimate available here.
 LB0599
 LB0599.Click photographs - Photos may exist for this station.
 LB0599
 LB0599.The dynamic height is computed by dividing the NAVD 88
 LB0599.geopotential number by the normal gravity value computed on the
 LB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0599.degrees latitude (g = 980.6199 gals.).
 LB0599
 LB0599.The modeled gravity was interpolated from observed gravity values.
 LB0599
 LB0599;                    North         East    Units  Estimated Accuracy
 LB0599;SPC IN E     -   532,070.       59,890.      MT  (+/- 180 meters Scaled)
 LB0599
 LB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736325(NAD 83)
 LB0599
 LB0599                          SUPERSEDED SURVEY CONTROL
 LB0599
 LB0599  NGVD 29 (??/??/92)  273.944  (m)          898.76   (f) ADJ UNCH    2 0
 LB0599
 LB0599.Superseded values are not recommended for survey control.
 LB0599
 LB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0599.See file dsdata.pdf to determine how the superseded data were derived.
 LB0599
 LB0599_MARKER: DB = BENCH MARK DISK
 LB0599_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0599+WITH SETTING: PAVEMENT
 LB0599_SP_SET: SIGNAL FOUNDATION
 LB0599_STAMPING: G 32 1934
 LB0599_MARK LOGO: CGS
 LB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0599+STABILITY: SURFACE MOTION
 LB0599
 LB0599  HISTORY     - Date     Condition        Report By
 LB0599  HISTORY     - 1934     MONUMENTED       CGS
 LB0599  HISTORY     - 1935     GOOD             CGS
 LB0599  HISTORY     - 20221003 MARK NOT FOUND   IN-057
 LB0599
 LB0599                          STATION DESCRIPTION
 LB0599
 LB0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0599'AT WESTFIELD.
 LB0599'AT WESTFIELD, HAMILTON COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 LB0599'LOUISVILLE RAILWAY, 14 YARDS SOUTHWEST OF THE SOUHWEST CORNER
 LB0599'OF THE STATION, IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE
 LB0599'CENTRAL INDIANA RAILWAY, 4 YARDS NORTH OF THE NORTHEAST CORNER
 LB0599'OF THE SWITCH TOWER, 3 YARDS WEST OF THE WEST RAIL OF THE
 LB0599'C.I. AND L. RY. TRACK, 2 YARDS SOUTH OF THE SOUTH RAIL OF THE
 LB0599'C. I. RY. TRACK, IN THE TOP OF THE CONCRETE FOUNDATION OF A
 LB0599'SIGNAL GUIDE (THE SIGNAL GUIDE HAS BEEN REMOVED BUT THE CONCRETE
 LB0599'FOUNDATION STILL REMAINS), AND ABOUT 1 FOOT LOWER THAN THE
 LB0599'RAIL.  A STANDARD DISK, STAMPED G 32 1934.
 LB0599
 LB0599                          STATION RECOVERY (2022)
 LB0599
 LB0599'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0599'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1028 ***********************************************************************
 HZ1028  DESIGNATION -  G 320
 HZ1028  PID         -  HZ1028
 HZ1028  STATE/COUNTY-  IN/SWITZERLAND
 HZ1028  COUNTRY     -  US
 HZ1028  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1028
 HZ1028                         *CURRENT SURVEY CONTROL
 HZ1028  ______________________________________________________________________
 HZ1028* NAD 83(1986) POSITION- 38 44 09.     (N) 085 05 17.     (W)   SCALED
 HZ1028* NAVD 88 ORTHO HEIGHT -   145.259 (meters)      476.57  (feet) ADJUSTED
 HZ1028  ______________________________________________________________________
 HZ1028  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 HZ1028  DYNAMIC HEIGHT  -        145.167 (meters)      476.27  (feet) COMP
 HZ1028  MODELED GRAVITY -    979,988.0   (mgal)                       NAVD 88
 HZ1028
 HZ1028  VERT ORDER      -  FIRST     CLASS II
 HZ1028
 HZ1028.The horizontal coordinates were scaled from a map and have
 HZ1028.an estimated accuracy of +/- 6 seconds.
 HZ1028
 HZ1028.The orthometric height was determined by differential leveling and
 HZ1028.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1028.in June 1991.
 HZ1028
 HZ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1028.GEOID18 height accuracy estimate available here.
 HZ1028
 HZ1028.Click photographs - Photos may exist for this station.
 HZ1028
 HZ1028.The dynamic height is computed by dividing the NAVD 88
 HZ1028.geopotential number by the normal gravity value computed on the
 HZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1028.degrees latitude (g = 980.6199 gals.).
 HZ1028
 HZ1028.The modeled gravity was interpolated from observed gravity values.
 HZ1028
 HZ1028;                    North         East    Units  Estimated Accuracy
 HZ1028;SPC IN E     -   387,330.      150,310.      MT  (+/- 180 meters Scaled)
 HZ1028
 HZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH661891(NAD 83)
 HZ1028
 HZ1028                          SUPERSEDED SURVEY CONTROL
 HZ1028
 HZ1028  NGVD 29 (??/??/92)  145.444  (m)          477.18   (f) ADJ UNCH    1 2
 HZ1028
 HZ1028.Superseded values are not recommended for survey control.
 HZ1028
 HZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1028.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1028
 HZ1028_MARKER: DB = BENCH MARK DISK
 HZ1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1028_SP_SET: CULVERT HEADWALL
 HZ1028_STAMPING: G 320 1965
 HZ1028_MARK LOGO: CGS
 HZ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1028+STABILITY: SURFACE MOTION
 HZ1028
 HZ1028  HISTORY     - Date     Condition        Report By
 HZ1028  HISTORY     - 1965     MONUMENTED       CGS
 HZ1028  HISTORY     - 19910727 GOOD             USPSQD
 HZ1028  HISTORY     - 19980805 GOOD             WOOLPT
 HZ1028
 HZ1028                          STATION DESCRIPTION
 HZ1028
 HZ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1028'1.4 MI SW FROM VEVAY.
 HZ1028'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1028'VEVAY, IN SECTION 22, T 2 N, R 3 W, ABOUT 0.1 MILE SOUTHWEST
 HZ1028'OF A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 129, 26 FEET
 HZ1028'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 HZ1028'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A 30-INCH
 HZ1028'CORRUGATED METAL CULVERT, 13 FEET SOUTHEAST OF A TELEPHONE POLE,
 HZ1028'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HZ1028
 HZ1028                          STATION RECOVERY (1991)
 HZ1028
 HZ1028'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLE)
 HZ1028'RECOVERED IN GOOD CONDITION.
 HZ1028
 HZ1028                          STATION RECOVERY (1998)
 HZ1028
 HZ1028'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 HZ1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1063 ***********************************************************************
 HZ1063  DESIGNATION -  G 321
 HZ1063  PID         -  HZ1063
 HZ1063  STATE/COUNTY-  IN/JEFFERSON
 HZ1063  COUNTRY     -  US
 HZ1063  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ1063
 HZ1063                         *CURRENT SURVEY CONTROL
 HZ1063  ______________________________________________________________________
 HZ1063* NAD 83(1986) POSITION- 38 45 38.     (N) 085 27 42.     (W)   SCALED
 HZ1063* NAVD 88 ORTHO HEIGHT -   247.343 (meters)      811.49  (feet) ADJUSTED
 HZ1063  ______________________________________________________________________
 HZ1063  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1063  DYNAMIC HEIGHT  -        247.180 (meters)      810.96  (feet) COMP
 HZ1063  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 HZ1063
 HZ1063  VERT ORDER      -  FIRST     CLASS II
 HZ1063
 HZ1063.This mark is at Madison Airport (IMS)
 HZ1063
 HZ1063.The horizontal coordinates were scaled from a map and have
 HZ1063.an estimated accuracy of +/- 6 seconds.
 HZ1063
 HZ1063.The orthometric height was determined by differential leveling and
 HZ1063.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1063.in June 1991.
 HZ1063
 HZ1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1063.GEOID18 height accuracy estimate available here.
 HZ1063
 HZ1063.Click photographs - Photos may exist for this station.
 HZ1063
 HZ1063.The dynamic height is computed by dividing the NAVD 88
 HZ1063.geopotential number by the normal gravity value computed on the
 HZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1063.degrees latitude (g = 980.6199 gals.).
 HZ1063
 HZ1063.The modeled gravity was interpolated from observed gravity values.
 HZ1063
 HZ1063;                    North         East    Units  Estimated Accuracy
 HZ1063;SPC IN E     -   389,940.      117,820.      MT  (+/- 180 meters Scaled)
 HZ1063
 HZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336913(NAD 83)
 HZ1063
 HZ1063                          SUPERSEDED SURVEY CONTROL
 HZ1063
 HZ1063  NGVD 29 (??/??/92)  247.507  (m)          812.03   (f) ADJ UNCH    1 2
 HZ1063
 HZ1063.Superseded values are not recommended for survey control.
 HZ1063
 HZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1063.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1063
 HZ1063_MARKER: DB = BENCH MARK DISK
 HZ1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1063_SP_SET: FOUNDATION
 HZ1063_STAMPING: G 321 1965
 HZ1063_MARK LOGO: CGS
 HZ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1063+SATELLITE: SATELLITE OBSERVATIONS - 1988
 HZ1063
 HZ1063  HISTORY     - Date     Condition        Report By
 HZ1063  HISTORY     - 1965     MONUMENTED       CGS
 HZ1063  HISTORY     - 1988     GOOD             NGS
 HZ1063  HISTORY     - 19921026 MARK NOT FOUND   LOCENG
 HZ1063
 HZ1063                          STATION DESCRIPTION
 HZ1063
 HZ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1063'6.4 MI NW FROM MADISON.
 HZ1063'4.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1063'AT MADISON, THENCE 1.1 MILE NORTH ALONG STATE HIGHWAY 107, THENCE
 HZ1063'0.35 MILE WEST ALONG ROAD 100 N, THENCE 0.55 MILE NORTH ALONG
 HZ1063'ROAD 375 W, THENCE 0.3 MILE WEST ALONG AN ACCESS ROAD TO THE
 HZ1063'MADISON MUNICIPAL AIRPORT, IN SECTION 25, T 4 N, R 9 E, 80
 HZ1063'YARDS NORTHWEST OF A SMALL ADMINISTRATION BUILDING, SET IN THE
 HZ1063'TOP OF THE NORTHWEST CORNER OF THE FOUNDATION SUPPORTING A
 HZ1063'WINDSOCK, ABOUT LEVEL WITH THE GROUND.
 HZ1063
 HZ1063                          STATION RECOVERY (1988)
 HZ1063
 HZ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HZ1063'THE STATION IS LOCATED ABOUT 41.8 KM (25.95 MI) EAST FROM INTERSTATE
 HZ1063'HIGHWAY 65, 3.2 KM (2.00 MI) NORTHWEST OF MADISON AND AT THE MADISON
 HZ1063'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MADISON, CITY HALL, MADISON,
 HZ1063'IN 47250, PHONE 812-265-4599.  AIRPORT MANAGER IS RALPH RODGERS.
 HZ1063'TO REACH THE STATION FROM THE COURTHOUSE IN MADISON, GO WEST ON STATE
 HZ1063'HIGHWAY 56 FOR 6.8 KM (4.25 MI) TO STATE HIGHWAY 256.  TURN RIGHT FOR
 HZ1063'0.2 KM (0.10 MI) TO STATE HIGHWAY 62.  TURN RIGHT ON STATE HIGHWAY 62
 HZ1063'FOR 3.4 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT ON PAVED ROAD
 HZ1063'FOR 0.7 KM (0.45 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.8
 HZ1063'KM (0.50 MI) TO AIRPORT ENTRANCE.  TURN RIGHT AND GO WEST FOR 0.5 KM
 HZ1063'(0.30 MI) TO AIRPORT OFFICE.  FROM THE OFFICE, GO NORTHWEST ACROSS
 HZ1063'AIRPORT APRON AND TAXIWAY FOR 0.10 KM (0.05 MI) TO A WINDSOCK ON THE
 HZ1063'RIGHT AND THE STATION IN CONCRETE BASE FOR WINDSOCK.
 HZ1063'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---G 321
 HZ1063'1965---, SET IN A DRILL HOLE IN CONCRETE BASE FOR WINDSOCK.  LOCATED
 HZ1063'46.3 M (151.9 FT) WEST FROM CENTER OF TAXIWAY, 16.8 M (55.1 FT) EAST
 HZ1063'FROM A WIND INDICATOR, 4.6 M (15.1 FT) SOUTH FROM A METAL POLE
 HZ1063'HOLDING LIGHT AND IN THE NORTHWEST CORNER OF BASE FOR WINDSOCK.  A
 HZ1063'LEVEL TIE WAS MADE BETWEEN THIS STATION AND MADISON 1986 BECAUSE WE
 HZ1063'WERE UNABLE TO SET GPS ANTENNA UP OVER THE MARK DUE TO A STRUCTURE
 HZ1063'BEING TO CLOSE.
 HZ1063'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ1063'DESCRIBED BY D.A. BOWLING.
 HZ1063
 HZ1063                          STATION RECOVERY (1992)
 HZ1063
 HZ1063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HZ1063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AB3516 ***********************************************************************
 AB3516  DESIGNATION -  G 321 RESET
 AB3516  PID         -  AB3516
 AB3516  STATE/COUNTY-  IN/JEFFERSON
 AB3516  COUNTRY     -  US
 AB3516  USGS QUAD   -  CLIFTY FALLS (2019)
 AB3516
 AB3516                         *CURRENT SURVEY CONTROL
 AB3516  ______________________________________________________________________
 AB3516* NAD 83(1986) POSITION- 38 45 38.     (N) 085 27 42.     (W)   SCALED
 AB3516* NAVD 88 ORTHO HEIGHT -   247.62  (meters)      812.4   (feet) RESET
 AB3516  ______________________________________________________________________
 AB3516  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 AB3516  VERT ORDER      -  THIRD
 AB3516
 AB3516.This mark is at Madison Airport (IMS)
 AB3516
 AB3516.The horizontal coordinates were scaled from a map and have
 AB3516.an estimated accuracy of +/- 6 seconds.
 AB3516
 AB3516.The orthometric height was computed from unverified reset data.
 AB3516
 AB3516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3516.GEOID18 height accuracy estimate available here.
 AB3516
 AB3516.Click photographs - Photos may exist for this station.
 AB3516
 AB3516;                    North         East    Units  Estimated Accuracy
 AB3516;SPC IN E     -   389,940.      117,820.      MT  (+/- 180 meters Scaled)
 AB3516
 AB3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336913(NAD 83)
 AB3516
 AB3516                          SUPERSEDED SURVEY CONTROL
 AB3516
 AB3516.No superseded survey control is available for this station.
 AB3516
 AB3516_MARKER: DV = VERTICAL CONTROL DISK
 AB3516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3516_SP_SET: WINDCONE BASE
 AB3516_STAMPING: G 321 RESET 1992
 AB3516_MARK LOGO: NGS
 AB3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3516
 AB3516  HISTORY     - Date     Condition        Report By
 AB3516  HISTORY     - 1992     MONUMENTED       LOCENG
 AB3516
 AB3516                          STATION DESCRIPTION
 AB3516
 AB3516'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (RWA)
 AB3516'4.1 MILES (6.6 KM) WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 AB3516'COURTHOUSE IN MADISON, THENCE 1.1 MILE (1.8 KM) NORTH ALONG STATE
 AB3516'HIGHWAY 107, THENCE 0.35 MILE (0.56 KM) WEST ALONG ROAD 100 N, THENCE
 AB3516'0.55 MILE (0.89 KM) NORTH ALONG ROAD 375 W, THENCE 0.3 MILE (0.5 KM)
 AB3516'WEST ALONG AN ACCESS ROAD TO THE MADISON MUNICIPAL AIRPORT, IN SEC 25,
 AB3516'T 4 N, R 9 E, 80 YARDS NORTHWEST OF A SMALL ADMISISTRATION BUILDING,
 AB3516'SET IN THE AIRPORT WIND CONE BASE, PROJECTING 12 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1619 ***********************************************************************
 HZ1619  DESIGNATION -  G 322
 HZ1619  PID         -  HZ1619
 HZ1619  STATE/COUNTY-  IN/CLARK
 HZ1619  COUNTRY     -  US
 HZ1619  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1619
 HZ1619                         *CURRENT SURVEY CONTROL
 HZ1619  ______________________________________________________________________
 HZ1619* NAD 83(1986) POSITION- 38 23 27.     (N) 085 38 09.     (W)   SCALED
 HZ1619* NAVD 88 ORTHO HEIGHT -   139.337 (meters)      457.14  (feet) ADJUSTED
 HZ1619  ______________________________________________________________________
 HZ1619  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 HZ1619  DYNAMIC HEIGHT  -        139.244 (meters)      456.84  (feet) COMP
 HZ1619  MODELED GRAVITY -    979,961.7   (mgal)                       NAVD 88
 HZ1619
 HZ1619  VERT ORDER      -  FIRST     CLASS II
 HZ1619
 HZ1619.The horizontal coordinates were scaled from a map and have
 HZ1619.an estimated accuracy of +/- 6 seconds.
 HZ1619
 HZ1619.The orthometric height was determined by differential leveling and
 HZ1619.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1619.in June 1991.
 HZ1619
 HZ1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1619.GEOID18 height accuracy estimate available here.
 HZ1619
 HZ1619.Click photographs - Photos may exist for this station.
 HZ1619
 HZ1619.The dynamic height is computed by dividing the NAVD 88
 HZ1619.geopotential number by the normal gravity value computed on the
 HZ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1619.degrees latitude (g = 980.6199 gals.).
 HZ1619
 HZ1619.The modeled gravity was interpolated from observed gravity values.
 HZ1619
 HZ1619;                    North         East    Units  Estimated Accuracy
 HZ1619;SPC IN E     -   348,880.      102,690.      MT  (+/- 180 meters Scaled)
 HZ1619
 HZ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH191500(NAD 83)
 HZ1619
 HZ1619                          SUPERSEDED SURVEY CONTROL
 HZ1619
 HZ1619  NGVD 29 (??/??/92)  139.493  (m)          457.65   (f) ADJ UNCH    1 2
 HZ1619
 HZ1619.Superseded values are not recommended for survey control.
 HZ1619
 HZ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1619.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1619
 HZ1619_MARKER: DB = BENCH MARK DISK
 HZ1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1619_STAMPING: G 322 1965
 HZ1619_MARK LOGO: CGS
 HZ1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1619+STABILITY: SURFACE MOTION
 HZ1619
 HZ1619  HISTORY     - Date     Condition        Report By
 HZ1619  HISTORY     - 1965     MONUMENTED       CGS
 HZ1619
 HZ1619                          STATION DESCRIPTION
 HZ1619
 HZ1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1619'4 MI SE FROM CHARLESTOWN.
 HZ1619'ABOUT 4 MILES SOUTHEAST ALONG NORTH PATROL ROAD FROM THE JUNCTION
 HZ1619'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, OR ABOUT 0.3 MILE
 HZ1619'NORTHEAST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN CHURCH AT
 HZ1619'UTICA, THENCE 2.25 MILES NORTHEAST ALONG THE RIVER ROAD, THENCE
 HZ1619'1.9 MILES NORTH ALONG WELL ROAD, AT THE JUNCTION OF THE ROAD AND A
 HZ1619'ROAD LEADING WEST, 97 FEET WEST OF THE CENTER LINE OF THE MAIN
 HZ1619'ROAD, 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 HZ1619'FENCE AROUND A WELL, 108 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 HZ1619'27 1/2 FEET NORTHEAST OF A POWER POLE, 38 FEET NORTHWEST OF A
 HZ1619'GRAVELED ROAD, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 HZ1619'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HZ1619'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1575 ***********************************************************************
 HZ1575  DESIGNATION -  G 323
 HZ1575  PID         -  HZ1575
 HZ1575  STATE/COUNTY-  IN/FLOYD
 HZ1575  COUNTRY     -  US
 HZ1575  USGS QUAD   -  LANESVILLE (2019)
 HZ1575
 HZ1575                         *CURRENT SURVEY CONTROL
 HZ1575  ______________________________________________________________________
 HZ1575* NAD 83(1986) POSITION- 38 12 22.     (N) 085 52 43.     (W)   SCALED
 HZ1575* NAVD 88 ORTHO HEIGHT -   132.144 (meters)      433.54  (feet) ADJUSTED
 HZ1575  ______________________________________________________________________
 HZ1575  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 HZ1575  DYNAMIC HEIGHT  -        132.054 (meters)      433.25  (feet) COMP
 HZ1575  MODELED GRAVITY -    979,950.2   (mgal)                       NAVD 88
 HZ1575
 HZ1575  VERT ORDER      -  FIRST     CLASS II
 HZ1575
 HZ1575.The horizontal coordinates were scaled from a map and have
 HZ1575.an estimated accuracy of +/- 6 seconds.
 HZ1575
 HZ1575.The orthometric height was determined by differential leveling and
 HZ1575.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1575.in June 1991.
 HZ1575
 HZ1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1575.GEOID18 height accuracy estimate available here.
 HZ1575
 HZ1575.Click photographs - Photos may exist for this station.
 HZ1575
 HZ1575.The dynamic height is computed by dividing the NAVD 88
 HZ1575.geopotential number by the normal gravity value computed on the
 HZ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1575.degrees latitude (g = 980.6199 gals.).
 HZ1575
 HZ1575.The modeled gravity was interpolated from observed gravity values.
 HZ1575
 HZ1575;                    North         East    Units  Estimated Accuracy
 HZ1575;SPC IN E     -   328,390.       81,440.      MT  (+/- 180 meters Scaled)
 HZ1575
 HZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH981292(NAD 83)
 HZ1575
 HZ1575                          SUPERSEDED SURVEY CONTROL
 HZ1575
 HZ1575  NGVD 29 (??/??/92)  132.281  (m)          433.99   (f) ADJ UNCH    1 2
 HZ1575
 HZ1575.Superseded values are not recommended for survey control.
 HZ1575
 HZ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1575.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1575
 HZ1575_MARKER: DB = BENCH MARK DISK
 HZ1575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1575_STAMPING: G 323 1965
 HZ1575_MARK LOGO: CGS
 HZ1575_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1575
 HZ1575  HISTORY     - Date     Condition        Report By
 HZ1575  HISTORY     - 1965     MONUMENTED       CGS
 HZ1575  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1575
 HZ1575                          STATION DESCRIPTION
 HZ1575
 HZ1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1575'6.3 MI S FROM NEW ALBANY.
 HZ1575'ABOUT 1.05 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE
 HZ1575'STATION AT NEW ALBANY, THENCE 5.25 MILES SOUTH ALONG STATE
 HZ1575'HIGHWAY 111, IN SECTION 32, T 3 S, R 6 E, AT THE RESIDENCE OF
 HZ1575'MR. ERNIE C. SHEETS, 77 YARDS SOUTHEAST OF THE CENTER LINE OF
 HZ1575'THE HIGHWAY, AT THE SOUTHEAST END OF A DRIVEWAY, 180 FEET
 HZ1575'NORTHWEST OF THE NORTHWEST BANK OF THE OHIO RIVER, 42 FEET
 HZ1575'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 32 FEET SOUTH OF THE
 HZ1575'SOUTH CORNER OF A CONCRETE BLOCK GARAGE, 7 FEET NORTHEAST OF THE
 HZ1575'EAST CORNER OF A SMALL TOOL SHED, 4 FEET EAST OF AN 8-INCH BOX
 HZ1575'ELDER TREE, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 HZ1575'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 44 FEET
 HZ1575'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6
 HZ1575'INCHES.
 HZ1575
 HZ1575                          STATION RECOVERY (1979)
 HZ1575
 HZ1575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0454 ***********************************************************************
 JA0454  DESIGNATION -  G 324
 JA0454  PID         -  JA0454
 JA0454  STATE/COUNTY-  IN/HARRISON
 JA0454  COUNTRY     -  US
 JA0454  USGS QUAD   -  LACONIA (2019)
 JA0454
 JA0454                         *CURRENT SURVEY CONTROL
 JA0454  ______________________________________________________________________
 JA0454* NAD 83(1986) POSITION- 38 01 48.     (N) 086 07 27.     (W)   SCALED
 JA0454* NAVD 88 ORTHO HEIGHT -   191.071 (meters)      626.87  (feet) ADJUSTED
 JA0454  ______________________________________________________________________
 JA0454  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JA0454  DYNAMIC HEIGHT  -        190.935 (meters)      626.43  (feet) COMP
 JA0454  MODELED GRAVITY -    979,917.8   (mgal)                       NAVD 88
 JA0454
 JA0454  VERT ORDER      -  FIRST     CLASS II
 JA0454
 JA0454.The horizontal coordinates were scaled from a map and have
 JA0454.an estimated accuracy of +/- 6 seconds.
 JA0454
 JA0454.The orthometric height was determined by differential leveling and
 JA0454.adjusted by the NATIONAL GEODETIC SURVEY
 JA0454.in June 1991.
 JA0454
 JA0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0454.GEOID18 height accuracy estimate available here.
 JA0454
 JA0454.Click photographs - Photos may exist for this station.
 JA0454
 JA0454.The dynamic height is computed by dividing the NAVD 88
 JA0454.geopotential number by the normal gravity value computed on the
 JA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0454.degrees latitude (g = 980.6199 gals.).
 JA0454
 JA0454.The modeled gravity was interpolated from observed gravity values.
 JA0454
 JA0454;                    North         East    Units  Estimated Accuracy
 JA0454;SPC IN E     -   308,920.       59,830.      MT  (+/- 180 meters Scaled)
 JA0454
 JA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH768095(NAD 83)
 JA0454
 JA0454                          SUPERSEDED SURVEY CONTROL
 JA0454
 JA0454  NGVD 29 (??/??/92)  191.189  (m)          627.26   (f) ADJ UNCH    1 2
 JA0454
 JA0454.Superseded values are not recommended for survey control.
 JA0454
 JA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0454.See file dsdata.pdf to determine how the superseded data were derived.
 JA0454
 JA0454_MARKER: DB = BENCH MARK DISK
 JA0454_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA0454+WITH SETTING: INFORMATION.
 JA0454_STAMPING: G 324 1965
 JA0454_MARK LOGO: CGS
 JA0454_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0454
 JA0454  HISTORY     - Date     Condition        Report By
 JA0454  HISTORY     - 1965     MONUMENTED       CGS
 JA0454
 JA0454                          STATION DESCRIPTION
 JA0454
 JA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0454'2.1 MI W FROM LACONIA.
 JA0454'2.1 MILES WEST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0454'LACONIA, ON PROPERTY BELONGING TO MARGRET CROSIER, 85 FEET SOUTH
 JA0454'OF THE CENTER LINE OF THE HIGHWAY, 162 FEET SOUTHEAST OF THE
 JA0454'SOUTHEAST CORNER OF A HOUSE, 56 1/2 FEET SOUTH OF A 36-INCH
 JA0454'MAPLE TREE, 28 FEET EAST OF A COMBINATION TELEPHONE AND POWER
 JA0454'POLE THAT IS BRACED BY 4 GUY WIRES AND IS BEARNG A TRANSFORMER,
 JA0454'1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JA0454'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 JA0454'COATED ROD THAT IS DRIVEN TO A DEPTH OF 4 FEET AND IS ENCASED IN
 JA0454'A 5-INCH IRON PIPE WHICH PROJECTS 0.6 FOOT, IN SECTION 31, T 5 S,
 JA0454'R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1106 ***********************************************************************
 HA1106  DESIGNATION -  G 325
 HA1106  PID         -  HA1106
 HA1106  STATE/COUNTY-  IN/VANDERBURGH
 HA1106  COUNTRY     -  US
 HA1106  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1106
 HA1106                         *CURRENT SURVEY CONTROL
 HA1106  ______________________________________________________________________
 HA1106* NAD 83(1986) POSITION- 37 56 37.     (N) 087 37 32.     (W)   SCALED
 HA1106* NAVD 88 ORTHO HEIGHT -   113.171 (meters)      371.30  (feet) ADJUSTED
 HA1106  ______________________________________________________________________
 HA1106  GEOID HEIGHT    -        -30.913 (meters)                     GEOID18
 HA1106  DYNAMIC HEIGHT  -        113.092 (meters)      371.04  (feet) COMP
 HA1106  MODELED GRAVITY -    979,935.4   (mgal)                       NAVD 88
 HA1106
 HA1106  VERT ORDER      -  FIRST     CLASS II
 HA1106
 HA1106.The horizontal coordinates were scaled from a map and have
 HA1106.an estimated accuracy of +/- 6 seconds.
 HA1106
 HA1106.The orthometric height was determined by differential leveling and
 HA1106.adjusted by the NATIONAL GEODETIC SURVEY
 HA1106.in June 1991.
 HA1106
 HA1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1106.GEOID18 height accuracy estimate available here.
 HA1106
 HA1106.Click photographs - Photos may exist for this station.
 HA1106
 HA1106.The dynamic height is computed by dividing the NAVD 88
 HA1106.geopotential number by the normal gravity value computed on the
 HA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1106.degrees latitude (g = 980.6199 gals.).
 HA1106
 HA1106.The modeled gravity was interpolated from observed gravity values.
 HA1106
 HA1106;                    North         East    Units  Estimated Accuracy
 HA1106;SPC IN W     -   299,370.      852,340.      MT  (+/- 180 meters Scaled)
 HA1106
 HA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG450997(NAD 83)
 HA1106
 HA1106                          SUPERSEDED SURVEY CONTROL
 HA1106
 HA1106  NGVD 29 (??/??/92)  113.266  (m)          371.61   (f) ADJ UNCH    1 2
 HA1106
 HA1106.Superseded values are not recommended for survey control.
 HA1106
 HA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1106.See file dsdata.pdf to determine how the superseded data were derived.
 HA1106
 HA1106_MARKER: DB = BENCH MARK DISK
 HA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1106_STAMPING: G 325 1965
 HA1106_MARK LOGO: CGS
 HA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1106+STABILITY: SURFACE MOTION
 HA1106
 HA1106  HISTORY     - Date     Condition        Report By
 HA1106  HISTORY     - 1965     MONUMENTED       CGS
 HA1106  HISTORY     - 1987     GOOD             USPSQD
 HA1106  HISTORY     - 1988     GOOD             USPSQD
 HA1106  HISTORY     - 19981107 GOOD             USPSQD
 HA1106
 HA1106                          STATION DESCRIPTION
 HA1106
 HA1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1106'5.3 MI SW FROM EVANSVILLE.
 HA1106'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1106'AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE DRIVE,
 HA1106'THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE 1.6
 HA1106'MILE WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES SOUTH
 HA1106'ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG WEST
 HA1106'BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE,
 HA1106'THENCE 1.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD, IN SECTION
 HA1106'3, T 7 S, R 11 W, 71 FEET WEST OF THE CENTER LINE OF HENDERSON
 HA1106'ROAD, 31 FEET NORTH OF THE CENTER LINE OF NURRENBERN ROAD, 49
 HA1106'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HYBRID INN, 6 FEET
 HA1106'WEST OF THE SOUTHEAST CORNER OF A GARAGE, 1 1/2 FEET SOUTH OF THE
 HA1106'SOUTH WALL OF THE GARAGE, ABOUT LEVEL WITH THE ROAD, SET IN THE
 HA1106'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HA1106
 HA1106                          STATION RECOVERY (1987)
 HA1106
 HA1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1106'RECOVERED IN GOOD CONDITION.
 HA1106
 HA1106                          STATION RECOVERY (1988)
 HA1106
 HA1106'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1106'RECOVERED IN GOOD CONDITION.
 HA1106
 HA1106                          STATION RECOVERY (1998)
 HA1106
 HA1106'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0623 ***********************************************************************
 JA0623  DESIGNATION -  G 327
 JA0623  PID         -  JA0623
 JA0623  STATE/COUNTY-  IN/PERRY
 JA0623  COUNTRY     -  US
 JA0623  USGS QUAD   -  BRANCHVILLE (2019)
 JA0623
 JA0623                         *CURRENT SURVEY CONTROL
 JA0623  ______________________________________________________________________
 JA0623* NAD 83(1986) POSITION- 38 07 57.6    (N) 086 31 00.3    (W)   HD_HELD2
 JA0623* NAVD 88 ORTHO HEIGHT -   235.290 (meters)      771.95  (feet) ADJUSTED
 JA0623  ______________________________________________________________________
 JA0623  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JA0623  DYNAMIC HEIGHT  -        235.120 (meters)      771.39  (feet) COMP
 JA0623  MODELED GRAVITY -    979,905.5   (mgal)                       NAVD 88
 JA0623
 JA0623  VERT ORDER      -  FIRST     CLASS II
 JA0623
 JA0623.The horizontal coordinates were established by autonomous hand held GPS
 JA0623.observations and have an estimated accuracy of +/- 10 meters.
 JA0623
 JA0623.The orthometric height was determined by differential leveling and
 JA0623.adjusted by the NATIONAL GEODETIC SURVEY
 JA0623.in June 1991.
 JA0623
 JA0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0623.GEOID18 height accuracy estimate available here.
 JA0623
 JA0623.Click photographs - Photos may exist for this station.
 JA0623
 JA0623.The dynamic height is computed by dividing the NAVD 88
 JA0623.geopotential number by the normal gravity value computed on the
 JA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0623.degrees latitude (g = 980.6199 gals.).
 JA0623
 JA0623.The modeled gravity was interpolated from observed gravity values.
 JA0623
 JA0623;                    North         East    Units  Estimated Accuracy
 JA0623;SPC IN W     -   320,371.      949,673.      MT  (+/- 10 meters HH2 GPS)
 JA0623
 JA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4235120645(NAD 83)
 JA0623
 JA0623                          SUPERSEDED SURVEY CONTROL
 JA0623
 JA0623  NGVD 29 (??/??/92)  235.391  (m)          772.28   (f) ADJ UNCH    1 2
 JA0623
 JA0623.Superseded values are not recommended for survey control.
 JA0623
 JA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0623.See file dsdata.pdf to determine how the superseded data were derived.
 JA0623
 JA0623_MARKER: DB = BENCH MARK DISK
 JA0623_SETTING: 66 = SET IN ROCK OUTCROP
 JA0623_STAMPING: G 327 1965
 JA0623_MARK LOGO: CGS
 JA0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0623+STABILITY: POSITION/ELEVATION WELL
 JA0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0623+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2017
 JA0623
 JA0623  HISTORY     - Date     Condition        Report By
 JA0623  HISTORY     - 1965     MONUMENTED       CGS
 JA0623  HISTORY     - 20170218 GOOD             GEOCAC
 JA0623
 JA0623                          STATION DESCRIPTION
 JA0623
 JA0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0623'7.9 MI S FROM SULPHUR.
 JA0623'ABOUT 7.9 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0623'AT SULPHUR, IN SECTION 34, T 4 S, R 1 W, ON THE PROPERTY OF MR.
 JA0623'RAYMOND HAHUS, 70 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0623'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 56 FEET NORTHEAST OF
 JA0623'THE NORTHEAST CORNER OF AN OLD BARN, 14 FEET SOUTHWEST OF A
 JA0623'14-INCH TREE, 32 FEET WEST-NORTHWEST OF A 6-INCH CEDAR TREE
 JA0623'BEARING A WITNESS SHIELD ON THE SOUTHEAST SIDE, ABOUT 2 FEET
 JA0623'ABOVE THE LEVEL OF THE HIGHWAY.
 JA0623
 JA0623                          STATION RECOVERY (2017)
 JA0623
 JA0623'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0623'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0546 ***********************************************************************
 JA0546  DESIGNATION -  G 328 RESET
 JA0546  PID         -  JA0546
 JA0546  STATE/COUNTY-  IN/DUBOIS
 JA0546  COUNTRY     -  US
 JA0546  USGS QUAD   -  BIRDSEYE (2019)
 JA0546
 JA0546                         *CURRENT SURVEY CONTROL
 JA0546  ______________________________________________________________________
 JA0546* NAD 83(1986) POSITION- 38 18 56.0    (N) 086 41 43.6    (W)   HD_HELD2
 JA0546* NAVD 88 ORTHO HEIGHT -   219.19  (meters)      719.1   (feet) RESET
 JA0546  ______________________________________________________________________
 JA0546  GEOID HEIGHT    -        -32.787 (meters)                     GEOID18
 JA0546  VERT ORDER      -  THIRD
 JA0546
 JA0546.The horizontal coordinates were established by autonomous hand held GPS
 JA0546.observations and have an estimated accuracy of +/- 10 meters.
 JA0546
 JA0546.The orthometric height was computed from unverified reset data.
 JA0546
 JA0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0546.GEOID18 height accuracy estimate available here.
 JA0546
 JA0546.Click photographs - Photos may exist for this station.
 JA0546
 JA0546;                    North         East    Units  Estimated Accuracy
 JA0546;SPC IN W     -   340,591.      933,922.      MT  (+/- 10 meters HH2 GPS)
 JA0546
 JA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2662440871(NAD 83)
 JA0546
 JA0546                          SUPERSEDED SURVEY CONTROL
 JA0546
 JA0546  NGVD 29 (??/??/??)  219.30   (m)          719.5    (f) RESET       3  
 JA0546
 JA0546.Superseded values are not recommended for survey control.
 JA0546
 JA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0546.See file dsdata.pdf to determine how the superseded data were derived.
 JA0546
 JA0546_MARKER: DB = BENCH MARK DISK
 JA0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0546_SP_SET: BUILDING
 JA0546_STAMPING: G 328 RESET 1969
 JA0546_MARK LOGO: CGS
 JA0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0546
 JA0546  HISTORY     - Date     Condition        Report By
 JA0546  HISTORY     - 1969     MONUMENTED       CGS
 JA0546  HISTORY     - 20120516 GOOD             GEOCAC
 JA0546
 JA0546                          STATION DESCRIPTION
 JA0546
 JA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JA0546'0.1 MI N FROM BIRDSEYE.
 JA0546'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0546'AT BIRDSEYE, IN SECTION 25, T 2 S, R 3 W, 227 FEET WEST OF THE
 JA0546'CENTER LINE OF THE HIGHWAY, 57.75 FEET SOUTH OF THE SOUTH RAIL OF
 JA0546'THE MAIN TRACK OF THE SOUTHERN RAILROAD, PLACED AT FLOOR LEVEL IN
 JA0546'THE CENTER OF THE WEST DOOR OF THE BIRDSEYE FIRE STATION.
 JA0546
 JA0546                          STATION RECOVERY (2012)
 JA0546
 JA0546'RECOVERY NOTE BY GEOCACHING 2012 (DSA)
 JA0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0547 ***********************************************************************
 HA0547  DESIGNATION -  G 329
 HA0547  PID         -  HA0547
 HA0547  STATE/COUNTY-  IN/SPENCER
 HA0547  COUNTRY     -  US
 HA0547  USGS QUAD   -  LEWISPORT (2019)
 HA0547
 HA0547                         *CURRENT SURVEY CONTROL
 HA0547  ______________________________________________________________________
 HA0547* NAD 83(1986) POSITION- 37 58 08.6    (N) 086 54 01.3    (W)   HD_HELD2
 HA0547* NAVD 88 ORTHO HEIGHT -   119.778 (meters)      392.97  (feet) ADJUSTED
 HA0547  ______________________________________________________________________
 HA0547  GEOID HEIGHT    -        -31.608 (meters)                     GEOID18
 HA0547  DYNAMIC HEIGHT  -        119.696 (meters)      392.70  (feet) COMP
 HA0547  MODELED GRAVITY -    979,946.8   (mgal)                       NAVD 88
 HA0547
 HA0547  VERT ORDER      -  FIRST     CLASS II
 HA0547
 HA0547.The horizontal coordinates were established by autonomous hand held GPS
 HA0547.observations and have an estimated accuracy of +/- 10 meters.
 HA0547
 HA0547.The orthometric height was determined by differential leveling and
 HA0547.adjusted by the NATIONAL GEODETIC SURVEY
 HA0547.in June 1991.
 HA0547
 HA0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0547.GEOID18 height accuracy estimate available here.
 HA0547
 HA0547.Click photographs - Photos may exist for this station.
 HA0547
 HA0547.The dynamic height is computed by dividing the NAVD 88
 HA0547.geopotential number by the normal gravity value computed on the
 HA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0547.degrees latitude (g = 980.6199 gals.).
 HA0547
 HA0547.The modeled gravity was interpolated from observed gravity values.
 HA0547
 HA0547;                    North         East    Units  Estimated Accuracy
 HA0547;SPC IN W     -   302,075.      916,077.      MT  (+/- 10 meters HH2 GPS)
 HA0547
 HA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0875102386(NAD 83)
 HA0547
 HA0547                          SUPERSEDED SURVEY CONTROL
 HA0547
 HA0547  NGVD 29 (??/??/92)  119.886  (m)          393.33   (f) ADJ UNCH    1 2
 HA0547
 HA0547.Superseded values are not recommended for survey control.
 HA0547
 HA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0547.See file dsdata.pdf to determine how the superseded data were derived.
 HA0547
 HA0547_MARKER: DB = BENCH MARK DISK
 HA0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0547_SP_SET: CULVERT HEADWALL
 HA0547_STAMPING: G 329 1965
 HA0547_MARK LOGO: CGS
 HA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0547+STABILITY: SURFACE MOTION
 HA0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0547+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0547
 HA0547  HISTORY     - Date     Condition        Report By
 HA0547  HISTORY     - 1965     MONUMENTED       CGS
 HA0547  HISTORY     - 20111201 GOOD             GEOCAC
 HA0547  HISTORY     - 20150928 GOOD             USI
 HA0547  HISTORY     - 20221220 GOOD             INDOT
 HA0547
 HA0547                          STATION DESCRIPTION
 HA0547
 HA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0547'5.6 MI NE FROM GRANDVIEW.
 HA0547'ABOUT 5.65 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0547'OFFICE AT GRANDVIEW, OR ABOUT 6.45 MILES SOUTHWEST ALONG STATE
 HA0547'HIGHWAY 66 FROM THE ST. PIUS CATHOLIC CHURCH AT TROY, IN SECTION
 HA0547'30, T 6 S, R 4 W, 0.35 MILE EAST OF A STONE HOUSE ON THE NORTH SIDE
 HA0547'OF THE HIGHWAY, 164 FEET WEST OF THE CENTER LINE OF A FIELD ROAD
 HA0547'LEADING SOUTH, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HA0547'SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 HA0547'CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HA0547
 HA0547                          STATION RECOVERY (2011)
 HA0547
 HA0547'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0547'COORDINATES     N  37  58.143    W  086  54.022
 HA0547'THE MARK WAS RECOVERED IN GOOD CONDITION USING THE WRITTEN
 HA0547'DESCRIPTION.
 HA0547
 HA0547                          STATION RECOVERY (2015)
 HA0547
 HA0547'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (DJB)
 HA0547'RECOVERED IN GOOD CONDITION.
 HA0547
 HA0547                          STATION RECOVERY (2022)
 HA0547
 HA0547'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0892 ***********************************************************************
 KA0892  DESIGNATION -  G 33
 KA0892  PID         -  KA0892
 KA0892  STATE/COUNTY-  IN/PARKE
 KA0892  COUNTRY     -  US
 KA0892  USGS QUAD   -  BELLMORE (2019)
 KA0892
 KA0892                         *CURRENT SURVEY CONTROL
 KA0892  ______________________________________________________________________
 KA0892* NAD 83(1986) POSITION- 39 51 54.     (N) 087 05 22.     (W)   SCALED
 KA0892* NAVD 88 ORTHO HEIGHT -   199.068 (meters)      653.11  (feet) ADJUSTED
 KA0892  ______________________________________________________________________
 KA0892  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 KA0892  DYNAMIC HEIGHT  -        198.956 (meters)      652.74  (feet) COMP
 KA0892  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 KA0892
 KA0892  VERT ORDER      -  SECOND    CLASS 0
 KA0892
 KA0892.The horizontal coordinates were scaled from a map and have
 KA0892.an estimated accuracy of +/- 6 seconds.
 KA0892
 KA0892.The orthometric height was determined by differential leveling and
 KA0892.adjusted by the NATIONAL GEODETIC SURVEY
 KA0892.in June 1991.
 KA0892
 KA0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0892.GEOID18 height accuracy estimate available here.
 KA0892
 KA0892.Click photographs - Photos may exist for this station.
 KA0892
 KA0892.The dynamic height is computed by dividing the NAVD 88
 KA0892.geopotential number by the normal gravity value computed on the
 KA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0892.degrees latitude (g = 980.6199 gals.).
 KA0892
 KA0892.The modeled gravity was interpolated from observed gravity values.
 KA0892
 KA0892;                    North         East    Units  Estimated Accuracy
 KA0892;SPC IN W     -   512,530.      899,480.      MT  (+/- 180 meters Scaled)
 KA0892
 KA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK923127(NAD 83)
 KA0892
 KA0892                          SUPERSEDED SURVEY CONTROL
 KA0892
 KA0892  NGVD 29 (??/??/92)  199.159  (m)          653.41   (f) ADJ UNCH    2 0
 KA0892
 KA0892.Superseded values are not recommended for survey control.
 KA0892
 KA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0892.See file dsdata.pdf to determine how the superseded data were derived.
 KA0892
 KA0892_MARKER: DB = BENCH MARK DISK
 KA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0892_STAMPING: G 33 1934
 KA0892_MARK LOGO: CGS
 KA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0892+STABILITY: SURFACE MOTION
 KA0892
 KA0892  HISTORY     - Date     Condition        Report By
 KA0892  HISTORY     - 1934     MONUMENTED       CGS
 KA0892  HISTORY     - 1946     GOOD             CGS
 KA0892
 KA0892                          STATION DESCRIPTION
 KA0892
 KA0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0892'3 MI SW FROM WAVELAND.
 KA0892'IN PARKE COUNTY, 3.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KA0892'RAILROAD FROM THE STATION AT WAVELAND, MONTGOMERY COUNTY, 0.2
 KA0892'MILE NORTHEAST OF MILEPOST 34, 59.5 FEET SOUTH ACROSS THE TRACK
 KA0892'FROM THE CENTER OF A STONE GATEWAY TO THE A.W. MC CORMICK HOME,
 KA0892'AT A PRIVATE-ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE
 KA0892'OF THE PRIVATE ROAD, 23 FEET NORTHWEST OF THE CENTERLINE OF A
 KA0892'GRAVEL ROAD PARALLELING THE TRACK, 8.3 FEET SOUTHEAST OF THE
 KA0892'SOUTHEAST RAIL, 3.8 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 KA0892'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 KA0892'TRACK.  A STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP
 KA0892'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0506 ***********************************************************************
 HA0506  DESIGNATION -  G 330
 HA0506  PID         -  HA0506
 HA0506  STATE/COUNTY-  IN/PERRY
 HA0506  COUNTRY     -  US
 HA0506  USGS QUAD   -  ROME (2019)
 HA0506
 HA0506                         *CURRENT SURVEY CONTROL
 HA0506  ______________________________________________________________________
 HA0506* NAD 83(1986) POSITION- 37 56 36.     (N) 086 35 42.     (W)   SCALED
 HA0506* NAVD 88 ORTHO HEIGHT -   225.983 (meters)      741.41  (feet) ADJUSTED
 HA0506  ______________________________________________________________________
 HA0506  GEOID HEIGHT    -        -32.293 (meters)                     GEOID18
 HA0506  DYNAMIC HEIGHT  -        225.819 (meters)      740.87  (feet) COMP
 HA0506  MODELED GRAVITY -    979,898.5   (mgal)                       NAVD 88
 HA0506
 HA0506  VERT ORDER      -  FIRST     CLASS II
 HA0506
 HA0506.The horizontal coordinates were scaled from a map and have
 HA0506.an estimated accuracy of +/- 6 seconds.
 HA0506
 HA0506.The orthometric height was determined by differential leveling and
 HA0506.adjusted by the NATIONAL GEODETIC SURVEY
 HA0506.in June 1991.
 HA0506
 HA0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0506.GEOID18 height accuracy estimate available here.
 HA0506
 HA0506.Click photographs - Photos may exist for this station.
 HA0506
 HA0506.The dynamic height is computed by dividing the NAVD 88
 HA0506.geopotential number by the normal gravity value computed on the
 HA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0506.degrees latitude (g = 980.6199 gals.).
 HA0506
 HA0506.The modeled gravity was interpolated from observed gravity values.
 HA0506
 HA0506;                    North         East    Units  Estimated Accuracy
 HA0506;SPC IN W     -   299,320.      942,920.      MT  (+/- 180 meters Scaled)
 HA0506
 HA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG355996(NAD 83)
 HA0506
 HA0506                          SUPERSEDED SURVEY CONTROL
 HA0506
 HA0506  NGVD 29 (??/??/92)  226.086  (m)          741.75   (f) ADJ UNCH    1 2
 HA0506
 HA0506.Superseded values are not recommended for survey control.
 HA0506
 HA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0506.See file dsdata.pdf to determine how the superseded data were derived.
 HA0506
 HA0506_MARKER: DB = BENCH MARK DISK
 HA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0506_STAMPING: G 330 1965
 HA0506_MARK LOGO: CGS
 HA0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0506+STABILITY: SURFACE MOTION
 HA0506
 HA0506  HISTORY     - Date     Condition        Report By
 HA0506  HISTORY     - 1965     MONUMENTED       CGS
 HA0506
 HA0506                          STATION DESCRIPTION
 HA0506
 HA0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0506'5 MI W FROM ROME.
 HA0506'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0506'AT ROME, THENCE 4.15 MILES WEST ALONG STATE HIGHWAY 66, IN
 HA0506'SECTION 35, T 6 S, R 2 W, 0.25 MILE EAST OF THE JUNCTION OF THE
 HA0506'HIGHWAY AND A GRAVELED ROAD LEADING SOUTH TO TOBINSPORT, 41 1/2
 HA0506'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE EAST OF A
 HA0506'FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 50 FEET NORTHEAST
 HA0506'OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1.8 FEET NORTHEAST
 HA0506'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 HA0506'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0987 ***********************************************************************
 JA0987  HT_MOD      -  This is a Height Modernization Survey Station.
 JA0987  DESIGNATION -  G 331
 JA0987  PID         -  JA0987
 JA0987  STATE/COUNTY-  IN/PIKE
 JA0987  COUNTRY     -  US
 JA0987  USGS QUAD   -  VELPEN (2019)
 JA0987
 JA0987                         *CURRENT SURVEY CONTROL
 JA0987  ______________________________________________________________________
 JA0987* NAD 83(2011) POSITION- 38 21 20.27662(N) 087 06 07.92613(W)   ADJUSTED
 JA0987* NAD 83(2011) ELLIP HT-   117.627 (meters)        (05/29/16)   ADJUSTED
 JA0987* NAD 83(2011) EPOCH   -  2010.00
 JA0987* NAVD 88 ORTHO HEIGHT -   149.70  (meters)      491.1   (feet) GPS OBS
 JA0987  ______________________________________________________________________
 JA0987  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JA0987  GEOID HEIGHT    -        -32.069 (meters)                     GEOID12B
 JA0987  GEOID HEIGHT    -        -32.093 (meters)                     GEOID18
 JA0987  NAD 83(2011) X  -    253,183.408 (meters)                     COMP
 JA0987  NAD 83(2011) Y  - -5,001,717.972 (meters)                     COMP
 JA0987  NAD 83(2011) Z  -  3,936,548.171 (meters)                     COMP
 JA0987  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 JA0987
 JA0987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0987  Standards:
 JA0987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0987  -------------------------------------------------------------------
 JA0987  NETWORK    0.64   1.37           0.29   0.23   0.70      0.02086150
 JA0987  -------------------------------------------------------------------
 JA0987  Click here for local accuracies and other accuracy information.
 JA0987
 JA0987.The horizontal coordinates were established by GPS observations
 JA0987.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA0987
 JA0987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0987.been affixed to the stable North American tectonic plate. See 
 JA0987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0987
 JA0987.The horizontal coordinates are valid at the epoch date displayed above
 JA0987.which is a decimal equivalence of Year/Month/Day.
 JA0987
 JA0987.The orthometric height was determined by GPS observations and a
 JA0987.high-resolution geoid model using precise GPS observation and
 JA0987.processing techniques.
 JA0987
 JA0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0987.GEOID18 height accuracy estimate available here.
 JA0987
 JA0987.Click photographs - Photos may exist for this station.
 JA0987
 JA0987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0987
 JA0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0987
 JA0987.The ellipsoidal height was determined by GPS observations
 JA0987.and is referenced to NAD 83.
 JA0987
 JA0987. The following values were computed from the NAD 83(2011) position.
 JA0987
 JA0987;                    North         East     Units Scale Factor Converg.
 JA0987;SPC IN W     -   344,968.020   898,350.835   MT  0.99996670   -0 00 42.2
 JA0987;SPC IN W     - 1,131,782.58  2,947,339.36   sFT  0.99996670   -0 00 42.2
 JA0987;UTM  16      - 4,245,279.313   491,070.468   MT  0.99960098   -0 03 48.3
 JA0987
 JA0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0987!SPC IN W     -   0.99998154  x   0.99996670  =   0.99994824
 JA0987!UTM  16      -   0.99998154  x   0.99960098  =   0.99958253
 JA0987
 JA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9107045279(NAD 83)
 JA0987
 JA0987                          SUPERSEDED SURVEY CONTROL
 JA0987
 JA0987  NAVD 88 (06/15/91)  149.739  (m)          491.27   (f) ADJUSTED    1 2
 JA0987  NGVD 29 (??/??/92)  149.854  (m)          491.65   (f) ADJ UNCH    1 2
 JA0987
 JA0987.Superseded values are not recommended for survey control.
 JA0987
 JA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0987.See file dsdata.pdf to determine how the superseded data were derived.
 JA0987
 JA0987_MARKER: DB = BENCH MARK DISK
 JA0987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0987_SP_SET: CULVERT
 JA0987_STAMPING: G 331 1965
 JA0987_MARK LOGO: CGS
 JA0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0987+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 JA0987
 JA0987  HISTORY     - Date     Condition        Report By
 JA0987  HISTORY     - 1965     MONUMENTED       CGS
 JA0987  HISTORY     - 20130702 GOOD             INDOT
 JA0987
 JA0987                          STATION DESCRIPTION
 JA0987
 JA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0987'7.4 MI E FROM WINSLOW.
 JA0987'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0987'OFFICE AT WINSLOW, THENCE 6.95 MILES EAST ALONG THE SOUTHERN
 JA0987'RAILWAY, IN SECTION 8, T 2 S, R 6 W, AT THE COMMUNITY OF VELPEN,
 JA0987'ABOUT 0.3 MILE WEST OF MILEPOST 190, 172 FEET SOUTH OF THE
 JA0987'SOUTHWEST CORNER OF THE POST OFFICE, 94 FEET NORTHEAST OF THE
 JA0987'NORTHEAST RAIL, 11 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0987'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 JA0987'OF A BOX CULVERT, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JA0987
 JA0987                          STATION RECOVERY (2013)
 JA0987
 JA0987'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA0987'RECOVERED AS DESCRIBED WITH ADDITION BELOW.
 JA0987'
 JA0987'THE STATION IS LOCATED 244 FT (74.4 M) SOUTH OF THE INTERSECTION OF
 JA0987'STATE ROUTE 257 AND THIRD STREET IN THE TOWN OF VELPEN, INDIANA, 116
 JA0987'FT (35.4 M) NORTH OF THE CENTERLINE OF THE NORFOLK AND SOUTHERN
 JA0987'RAILROAD CROSSING AT THIRD STREET, 11 FT (3.4 M) WEST OF THE
 JA0987'CENTERLINE OF THIRD STREET IN A CONCRETE HEADWALL, 1.9 FT (0.6 M)
 JA0987'NORTH OF THE SOUTH END OF THE WEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1036 ***********************************************************************
 JA1036  DESIGNATION -  G 332
 JA1036  PID         -  JA1036
 JA1036  STATE/COUNTY-  IN/GIBSON
 JA1036  COUNTRY     -  US
 JA1036  USGS QUAD   -  FRANCISCO (2019)
 JA1036
 JA1036                         *CURRENT SURVEY CONTROL
 JA1036  ______________________________________________________________________
 JA1036* NAD 83(1986) POSITION- 38 19 43.5    (N) 087 28 59.8    (W)   HD_HELD2
 JA1036* NAVD 88 ORTHO HEIGHT -   144.611 (meters)      474.44  (feet) ADJUSTED
 JA1036  ______________________________________________________________________
 JA1036  GEOID HEIGHT    -        -31.580 (meters)                     GEOID18
 JA1036  DYNAMIC HEIGHT  -        144.514 (meters)      474.13  (feet) COMP
 JA1036  MODELED GRAVITY -    979,961.5   (mgal)                       NAVD 88
 JA1036
 JA1036  VERT ORDER      -  FIRST     CLASS II
 JA1036
 JA1036.The horizontal coordinates were established by autonomous hand held GPS
 JA1036.observations and have an estimated accuracy of +/- 10 meters.
 JA1036
 JA1036.The orthometric height was determined by differential leveling and
 JA1036.adjusted by the NATIONAL GEODETIC SURVEY
 JA1036.in June 1991.
 JA1036
 JA1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1036.GEOID18 height accuracy estimate available here.
 JA1036
 JA1036.Click photographs - Photos may exist for this station.
 JA1036
 JA1036.The dynamic height is computed by dividing the NAVD 88
 JA1036.geopotential number by the normal gravity value computed on the
 JA1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1036.degrees latitude (g = 980.6199 gals.).
 JA1036
 JA1036.The modeled gravity was interpolated from observed gravity values.
 JA1036
 JA1036;                    North         East    Units  Estimated Accuracy
 JA1036;SPC IN W     -   342,060.      865,030.      MT  (+/- 10 meters HH2 GPS)
 JA1036
 JA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5775942402(NAD 83)
 JA1036
 JA1036                          SUPERSEDED SURVEY CONTROL
 JA1036
 JA1036  NGVD 29 (??/??/92)  144.747  (m)          474.89   (f) ADJ UNCH    1 2
 JA1036
 JA1036.Superseded values are not recommended for survey control.
 JA1036
 JA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1036.See file dsdata.pdf to determine how the superseded data were derived.
 JA1036
 JA1036_MARKER: DB = BENCH MARK DISK
 JA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1036_STAMPING: G 332 1965
 JA1036_MARK LOGO: CGS
 JA1036_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1036+STABILITY: SURFACE MOTION
 JA1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1036+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 JA1036
 JA1036  HISTORY     - Date     Condition        Report By
 JA1036  HISTORY     - 1965     MONUMENTED       CGS
 JA1036  HISTORY     - 1991     GOOD             USPSQD
 JA1036  HISTORY     - 20130708 GOOD             INDOT
 JA1036
 JA1036                          STATION DESCRIPTION
 JA1036
 JA1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1036'2 MI W FROM FRANCISCO.
 JA1036'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 JA1036'AT FRANCISCO, THENCE 1.8 MILES WEST ALONG THE SOUTHERN RALWAY, IN
 JA1036'SECTION 24, T 2 S, R 10 W, 0.25 MILE EAST OF MILEPOST 167, 58
 JA1036'FEET NORTH-NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JA1036'AND GRAVELED ROAD NUMBER 450E, 52 1/2 FEET NORTH OF THE NORTH
 JA1036'RAIL, 19 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 6.8
 JA1036'FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 1 FOOT WEST
 JA1036'OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT
 JA1036'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JA1036'CONCRETE POST PROJECTING 6 INCHES.
 JA1036
 JA1036                          STATION RECOVERY (1991)
 JA1036
 JA1036'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1036'RECOVERED IN GOOD CONDITION.
 JA1036
 JA1036                          STATION RECOVERY (2013)
 JA1036
 JA1036'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA1036'UPDATE TO-REACH NARRATIVE (DESCRIPTION OF PHYSICAL MONUMENT IS
 JA1036'ADEQUATE).
 JA1036'
 JA1036'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF OAKLAND CITY,
 JA1036'5.0 MI (8.0 KM) EAST-SOUTHEAST OF PRINCETON AND 2.1 MI (3.4 KM) WEST
 JA1036'OF FRANCISCO.
 JA1036'
 JA1036'TO REACH THE STATION FROM THE INTERSECTION OF I-69 AND STATE ROUTE 64,
 JA1036'GO WEST 4.88 MI (7.9 KM) ON STATE ROUTE 64 TO THE INTERSECTION OF
 JA1036'STATE ROUTE 64 AND COUNTY ROAD 450 EAST.  TURN RIGHT (SOUTH) ON COUNTY
 JA1036'ROAD 450 EAST, PROCEED SOUTH 0.31 MI (0.5 KM) TO STATION ON THE LEFT
 JA1036'(EAST).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1021 ***********************************************************************
 DQ1021  DESIGNATION -  G 332 RESET
 DQ1021  PID         -  DQ1021
 DQ1021  STATE/COUNTY-  IN/GIBSON
 DQ1021  COUNTRY     -  US
 DQ1021  USGS QUAD   -  FRANCISCO (2019)
 DQ1021
 DQ1021                         *CURRENT SURVEY CONTROL
 DQ1021  ______________________________________________________________________
 DQ1021* NAD 83(2011) POSITION- 38 19 59.30683(N) 087 29 00.46160(W)   ADJUSTED
 DQ1021* NAD 83(2011) ELLIP HT-   115.325 (meters)        (05/29/16)   ADJUSTED
 DQ1021* NAD 83(2011) EPOCH   -  2010.00
 DQ1021* NAVD 88 ORTHO HEIGHT -   146.89  (meters)      481.9   (feet) RESET
 DQ1021  ______________________________________________________________________
 DQ1021  GEOID HEIGHT    -        -31.584 (meters)                     GEOID18
 DQ1021  NAD 83(2011) X  -    219,963.348 (meters)                     COMP
 DQ1021  NAD 83(2011) Y  - -5,004,837.578 (meters)                     COMP
 DQ1021  NAD 83(2011) Z  -  3,934,588.605 (meters)                     COMP
 DQ1021  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DQ1021  VERT ORDER      -  THIRD
 DQ1021
 DQ1021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1021  Standards:
 DQ1021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1021  -------------------------------------------------------------------
 DQ1021  NETWORK    0.66   1.29           0.30   0.23   0.66      0.05281455
 DQ1021  -------------------------------------------------------------------
 DQ1021  Click here for local accuracies and other accuracy information.
 DQ1021
 DQ1021.The horizontal coordinates were established by GPS observations
 DQ1021.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1021
 DQ1021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1021.been affixed to the stable North American tectonic plate. See 
 DQ1021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1021
 DQ1021.The horizontal coordinates are valid at the epoch date displayed above
 DQ1021.which is a decimal equivalence of Year/Month/Day.
 DQ1021
 DQ1021.The orthometric height was computed from unverified reset data.
 DQ1021
 DQ1021.No vertical observational check was made to the station.
 DQ1021
 DQ1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1021.GEOID18 height accuracy estimate available here.
 DQ1021
 DQ1021.Click photographs - Photos may exist for this station.
 DQ1021
 DQ1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1021
 DQ1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1021
 DQ1021.The ellipsoidal height was determined by GPS observations
 DQ1021.and is referenced to NAD 83.
 DQ1021
 DQ1021. The following values were computed from the NAD 83(2011) position.
 DQ1021
 DQ1021;                    North         East     Units Scale Factor Converg.
 DQ1021;SPC IN W     -   342,547.064   865,016.433   MT  0.99998173   -0 14 53.4
 DQ1021;SPC IN W     - 1,123,839.83  2,837,974.75   sFT  0.99998173   -0 14 53.4
 DQ1021;UTM  16      - 4,242,889.303   457,745.988   MT  0.99962199   -0 17 59.5
 DQ1021
 DQ1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1021!SPC IN W     -   0.99998190  x   0.99998173  =   0.99996364
 DQ1021!UTM  16      -   0.99998190  x   0.99962199  =   0.99960390
 DQ1021
 DQ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5774542889(NAD 83)
 DQ1021
 DQ1021                          SUPERSEDED SURVEY CONTROL
 DQ1021
 DQ1021.No superseded survey control is available for this station.
 DQ1021
 DQ1021_MARKER: F = FLANGE-ENCASED ROD
 DQ1021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1021_STAMPING: G 332 RESET 2014
 DQ1021_MARK LOGO: NONE
 DQ1021_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1021_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1021+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 DQ1021_ROD/PIPE-DEPTH: 7.6 meters
 DQ1021_SLEEVE-DEPTH  : 0.9 meters
 DQ1021
 DQ1021  HISTORY     - Date     Condition        Report By
 DQ1021  HISTORY     - 20140929 MONUMENTED       BFSINC
 DQ1021  HISTORY     - 20150217 GOOD             INDOT
 DQ1021
 DQ1021                          STATION DESCRIPTION
 DQ1021
 DQ1021'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1021'THE STATION IS LOCATED 2.1 MILES (3.4 KM) WEST OF FRANCISCO, 4.8 MILES
 DQ1021'(7.7 KM) SOUTHEAST OF PRINCETON, 1.0 MILES (1.6 KM) EAST OF DOUGLAS.
 DQ1021'
 DQ1021'TO REACH THE STATION FROM THE INTERSECTION OF I-69 AND STATE ROUTE 64,
 DQ1021'GO WEST 4.88 MI (7.9 KM) ON STATE ROUTE 64 TO THE INTERSECTION OF
 DQ1021'STATE ROUTE 64 AND COUNTY ROAD 450 EAST STATION IS LOCATED IN THE
 DQ1021'SOUTHWEST QUADRANT OF THE INTERSECTION.
 DQ1021'
 DQ1021'THE STATION LIES BELOW THE LEVEL OF THE ROAD ON THE SOUTH TOP OF BANK,
 DQ1021'26 FT (7.92 M) WEST FROM THE WEST-SOUTHWEST CORNER OF A CONCRETE
 DQ1021'HEADWALL IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, 32 FT (9.75 M)
 DQ1021'WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF SAID CONCRETE HEADWALL, 59
 DQ1021'FT (17.98 M) SOUTH-SOUTHWEST FROM A POWER POLE IN THE NORTHWEST
 DQ1021'QUADRANT OF THE INTERSECTION OF COUNTY ROAD 450 EAST AND STATE ROUTE
 DQ1021'64, AND 88.5 FT (26.97 M) SOUTHWEST FROM A POWER POLE IN THE NORTHEAST
 DQ1021'QUADRANT OF SAID INTERSECTION.
 DQ1021'
 DQ1021'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1021'CAP. (2) G 332 IS  NOT SCHEDULED TO BE REMOVED. G 332 RESET WAS
 DQ1021'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ1021'INTERFERENCE.
 DQ1021
 DQ1021                          STATION RECOVERY (2015)
 DQ1021
 DQ1021'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (SM)
 DQ1021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0983 ***********************************************************************
 MD0983  DESIGNATION -  G 333
 MD0983  PID         -  MD0983
 MD0983  STATE/COUNTY-  IN/WHITLEY
 MD0983  COUNTRY     -  US
 MD0983  USGS QUAD   -  LORANE (2019)
 MD0983
 MD0983                         *CURRENT SURVEY CONTROL
 MD0983  ______________________________________________________________________
 MD0983* NAD 83(1986) POSITION- 41 10 00.     (N) 085 33 51.     (W)   SCALED
 MD0983* NAVD 88 ORTHO HEIGHT -   265.746 (meters)      871.87  (feet) ADJUSTED
 MD0983  ______________________________________________________________________
 MD0983  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 MD0983  DYNAMIC HEIGHT  -        265.638 (meters)      871.51  (feet) COMP
 MD0983  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 MD0983
 MD0983  VERT ORDER      -  FIRST     CLASS I
 MD0983
 MD0983.The horizontal coordinates were scaled from a map and have
 MD0983.an estimated accuracy of +/- 6 seconds.
 MD0983
 MD0983.The orthometric height was determined by differential leveling and
 MD0983.adjusted by the NATIONAL GEODETIC SURVEY
 MD0983.in June 1991.
 MD0983
 MD0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0983.GEOID18 height accuracy estimate available here.
 MD0983
 MD0983.Click photographs - Photos may exist for this station.
 MD0983
 MD0983.The dynamic height is computed by dividing the NAVD 88
 MD0983.geopotential number by the normal gravity value computed on the
 MD0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0983.degrees latitude (g = 980.6199 gals.).
 MD0983
 MD0983.The modeled gravity was interpolated from observed gravity values.
 MD0983
 MD0983;                    North         East    Units  Estimated Accuracy
 MD0983;SPC IN E     -   657,070.      108,600.      MT  (+/- 180 meters Scaled)
 MD0983
 MD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL204582(NAD 83)
 MD0983
 MD0983                          SUPERSEDED SURVEY CONTROL
 MD0983
 MD0983  NGVD 29 (01/19/93)  265.892  (m)          872.35   (f) ADJUSTED    1 1
 MD0983  NGVD 29 (??/??/92)  265.892  (m)          872.35   (f) SUPERSEDED  1 1
 MD0983
 MD0983.Superseded values are not recommended for survey control.
 MD0983
 MD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0983.See file dsdata.pdf to determine how the superseded data were derived.
 MD0983
 MD0983_MARKER: DB = BENCH MARK DISK
 MD0983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0983_SP_SET: HEADWALL
 MD0983_STAMPING: G 333 1968
 MD0983_MARK LOGO: CGS
 MD0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0983+STABILITY: SURFACE MOTION
 MD0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0983+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0983
 MD0983  HISTORY     - Date     Condition        Report By
 MD0983  HISTORY     - 1968     MONUMENTED       CGS
 MD0983  HISTORY     - 19921008 GOOD             NGS
 MD0983
 MD0983                          STATION DESCRIPTION
 MD0983
 MD0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0983'3.3 MI SE FROM LARWILL.
 MD0983'ABOUT 3.3 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 MD0983'FROM THE CROSSING OF STATE HIGHWAY 5 AT LARWILL, IN SECTION
 MD0983'6, R 9 E, T 31 N, ABOUT 0.2 MILE EAST OF THE CROSSING OF COUNTY
 MD0983'ROAD 400 E, ABOUT 0.1 MILE EAST OF MILEPOST 343, SET ON THE TOP
 MD0983'OF THE EAST END OF THE NORTH HEAD WALL OF A 30-FOOT ARCHED
 MD0983'STONE CULVERT OVER SPRING CREEK, 22.4 FEET NORTH OF THE NORTH
 MD0983'RAIL OF THE WESTBOUND TRACK, 2.8 FEET WEST OF THE EAST END OF THE
 MD0983'HEAD WALL AND 12 FEET BELOW THE LEVEL OF THE TRACK.
 MD0983
 MD0983                          STATION RECOVERY (1992)
 MD0983
 MD0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0983'6.8 KM (4.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0983'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, IN TOP OF AND 0.9 M
 MD0983'(3.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 MD0983'STONE ARCHED BRIDGE SPANNING SPRING CREEK, 0.3 KM (0.20 MI) EAST OF
 MD0983'THE INTERSECTION OF COUNTY ROAD 400 E, 10.4 M (34.1 FT) NORTH OF THE
 MD0983'NEAR RAIL, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, 0.35 M (1.15
 MD0983'FT) WEST-NORTHWEST OF MILEAGE MARKER 342.88, AND 0.25 M (0.82 FT)
 MD0983'SOUTH OF THE NORTH EDGE OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0998 ***********************************************************************
 MD0998  DESIGNATION -  G 334
 MD0998  PID         -  MD0998
 MD0998  STATE/COUNTY-  IN/KOSCIUSKO
 MD0998  COUNTRY     -  US
 MD0998  USGS QUAD   -  PIERCETON (2019)
 MD0998
 MD0998                         *CURRENT SURVEY CONTROL
 MD0998  ______________________________________________________________________
 MD0998* NAD 83(1986) POSITION- 41 12 15.     (N) 085 42 19.     (W)   SCALED
 MD0998* NAVD 88 ORTHO HEIGHT -   281.585 (meters)      923.83  (feet) ADJUSTED
 MD0998  ______________________________________________________________________
 MD0998  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 MD0998  DYNAMIC HEIGHT  -        281.467 (meters)      923.45  (feet) COMP
 MD0998  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 MD0998
 MD0998  VERT ORDER      -  FIRST     CLASS I
 MD0998
 MD0998.The horizontal coordinates were scaled from a map and have
 MD0998.an estimated accuracy of +/- 6 seconds.
 MD0998
 MD0998.The orthometric height was determined by differential leveling and
 MD0998.adjusted by the NATIONAL GEODETIC SURVEY
 MD0998.in June 1991.
 MD0998
 MD0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0998.GEOID18 height accuracy estimate available here.
 MD0998
 MD0998.Click photographs - Photos may exist for this station.
 MD0998
 MD0998.The dynamic height is computed by dividing the NAVD 88
 MD0998.geopotential number by the normal gravity value computed on the
 MD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0998.degrees latitude (g = 980.6199 gals.).
 MD0998
 MD0998.The modeled gravity was interpolated from observed gravity values.
 MD0998
 MD0998;                    North         East    Units  Estimated Accuracy
 MD0998;SPC IN E     -   661,230.       96,760.      MT  (+/- 180 meters Scaled)
 MD0998
 MD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085622(NAD 83)
 MD0998
 MD0998                          SUPERSEDED SURVEY CONTROL
 MD0998
 MD0998  NGVD 29 (01/19/93)  281.725  (m)          924.29   (f) ADJUSTED    1 1
 MD0998  NGVD 29 (??/??/92)  281.725  (m)          924.29   (f) SUPERSEDED  1 1
 MD0998
 MD0998.Superseded values are not recommended for survey control.
 MD0998
 MD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0998.See file dsdata.pdf to determine how the superseded data were derived.
 MD0998
 MD0998_MARKER: DD = SURVEY DISK
 MD0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0998_STAMPING: G 334 SKO
 MD0998_MARK LOGO: INHD
 MD0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0998+STABILITY: SURFACE MOTION
 MD0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0998+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0998
 MD0998  HISTORY     - Date     Condition        Report By
 MD0998  HISTORY     - UNK      MONUMENTED       INHD
 MD0998  HISTORY     - 1968     GOOD             CGS
 MD0998  HISTORY     - 19921008 GOOD             NGS
 MD0998  HISTORY     - 19971120 GOOD             USPSQD
 MD0998
 MD0998                          STATION DESCRIPTION
 MD0998
 MD0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0998'AT PIERCETON.
 MD0998'AT PIERCETON, ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 13 FROM
 MD0998'THE CROSSING OF THE PENN CENTRAL RAILROAD AT PIERCETON, AT THE
 MD0998'SOUTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 30 AND
 MD0998'STATE HIGHWAY 13, IN SECTION 27, R 7 E, T 32 N, 50 1/2 FEET
 MD0998'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY
 MD0998'30, 44 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 13, 12.6
 MD0998'FEET SOUTHEAST OF A ROUNDED CURB BETWEEN THE TWO HIGHWAYS,
 MD0998'18 1/2 FEET NORTHEAST OF THE CENTER OF A MANHOLE COVER, ABOUT
 MD0998'LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST
 MD0998'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 MD0998'G 334 WAS STAMPED BY THIS PARTY.
 MD0998
 MD0998                          STATION RECOVERY (1992)
 MD0998
 MD0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0998'IN PIERCETON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 MD0998'HIGHWAY 13, 15.4 M (50.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 30,
 MD0998'14.4 M (47.2 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY 13,
 MD0998'5.7 M (18.7 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER, 4.6 M
 MD0998'(15.1 FT) SOUTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, AND THE
 MD0998'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 MD0998
 MD0998                          STATION RECOVERY (1997)
 MD0998
 MD0998'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0558 ***********************************************************************
 ME0558  CBN         -  This is a Cooperative Base Network Control Station.
 ME0558  DESIGNATION -  G 335
 ME0558  PID         -  ME0558
 ME0558  STATE/COUNTY-  IN/LA PORTE
 ME0558  COUNTRY     -  US
 ME0558  USGS QUAD   -  HANNA (2019)
 ME0558
 ME0558                         *CURRENT SURVEY CONTROL
 ME0558  ______________________________________________________________________
 ME0558* NAD 83(2011) POSITION- 41 25 31.72371(N) 086 52 19.41610(W)   ADJUSTED
 ME0558* NAD 83(2011) ELLIP HT-   188.900 (meters)        (06/27/12)   ADJUSTED
 ME0558* NAD 83(2011) EPOCH   -  2010.00
 ME0558* NAVD 88 ORTHO HEIGHT -   222.791 (meters)      730.94  (feet) ADJUSTED
 ME0558  ______________________________________________________________________
 ME0558  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0558  NAD 83(2011) X  -    261,348.049 (meters)                     COMP
 ME0558  NAD 83(2011) Y  - -4,782,464.237 (meters)                     COMP
 ME0558  NAD 83(2011) Z  -  4,198,094.919 (meters)                     COMP
 ME0558  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 ME0558  DYNAMIC HEIGHT  -        222.701 (meters)      730.64  (feet) COMP
 ME0558  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 ME0558
 ME0558  VERT ORDER      -  FIRST     CLASS I
 ME0558
 ME0558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0558  Standards:
 ME0558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0558  -------------------------------------------------------------------
 ME0558  NETWORK    0.43   0.80           0.19   0.16   0.41     -0.03805686
 ME0558  -------------------------------------------------------------------
 ME0558  Click here for local accuracies and other accuracy information.
 ME0558
 ME0558.The horizontal coordinates were established by GPS observations
 ME0558.and adjusted by the National Geodetic Survey in June 2012.
 ME0558
 ME0558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0558.been affixed to the stable North American tectonic plate. See 
 ME0558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0558
 ME0558.The horizontal coordinates are valid at the epoch date displayed above
 ME0558.which is a decimal equivalence of Year/Month/Day.
 ME0558
 ME0558.The orthometric height was determined by differential leveling and
 ME0558.adjusted by the NATIONAL GEODETIC SURVEY
 ME0558.in June 1991.
 ME0558
 ME0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0558.GEOID18 height accuracy estimate available here.
 ME0558
 ME0558.Click photographs - Photos may exist for this station.
 ME0558
 ME0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0558
 ME0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0558
 ME0558.The ellipsoidal height was determined by GPS observations
 ME0558.and is referenced to NAD 83.
 ME0558
 ME0558.The dynamic height is computed by dividing the NAVD 88
 ME0558.geopotential number by the normal gravity value computed on the
 ME0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0558.degrees latitude (g = 980.6199 gals.).
 ME0558
 ME0558.The modeled gravity was interpolated from observed gravity values.
 ME0558
 ME0558. The following values were computed from the NAD 83(2011) position.
 ME0558
 ME0558;                    North         East     Units Scale Factor Converg.
 ME0558;SPC IN W     -   685,831.000   917,660.136   MT  0.99997050   +0 08 23.2
 ME0558;SPC IN W     - 2,250,097.21  3,010,689.96   sFT  0.99997050   +0 08 23.2
 ME0558;UTM  16      - 4,585,998.893   510,690.458   MT  0.99960141   +0 05 04.7
 ME0558
 ME0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0558!SPC IN W     -   0.99997037  x   0.99997050  =   0.99994087
 ME0558!UTM  16      -   0.99997037  x   0.99960141  =   0.99957179
 ME0558
 ME0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1069085998(NAD 83)
 ME0558
 ME0558                          SUPERSEDED SURVEY CONTROL
 ME0558
 ME0558  NAD 83(2007)-  41 25 31.72405(N)    086 52 19.41723(W) AD(2002.00) 0
 ME0558  ELLIP H (02/10/07)  188.931  (m)                       GP(2002.00)    
 ME0558  NAD 83(1997)-  41 25 31.72398(N)    086 52 19.41721(W) AD(       ) B
 ME0558  ELLIP H (04/10/98)  188.951  (m)                       GP(       ) 4 1
 ME0558  NAVD 88             222.79   (m)          730.9    (f) LEVELING    3  
 ME0558  NGVD 29 (01/19/93)  222.888  (m)          731.26   (f) ADJUSTED    1 1
 ME0558  NGVD 29 (??/??/92)  222.888  (m)          731.26   (f) SUPERSEDED  1 1
 ME0558
 ME0558.Superseded values are not recommended for survey control.
 ME0558
 ME0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0558.See file dsdata.pdf to determine how the superseded data were derived.
 ME0558
 ME0558_MARKER: DB = BENCH MARK DISK
 ME0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0558_STAMPING: G 335 1968
 ME0558_MARK LOGO: CGS
 ME0558_PROJECTION: RECESSED 6 CENTIMETERS
 ME0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0558+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 ME0558_ROD/PIPE-DEPTH: 19.5 meters
 ME0558
 ME0558  HISTORY     - Date     Condition        Report By
 ME0558  HISTORY     - 1968     MONUMENTED       CGS
 ME0558  HISTORY     - 1988     GOOD             USPSQD
 ME0558  HISTORY     - 19920907 GOOD             NGS
 ME0558  HISTORY     - 19970513 GOOD             NGS
 ME0558  HISTORY     - 20060927 GOOD             WOOLPT
 ME0558  HISTORY     - 20071103 GOOD             GEOCAC
 ME0558  HISTORY     - 20091103 GOOD             WOOLPT
 ME0558
 ME0558                          STATION DESCRIPTION
 ME0558
 ME0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0558'1 MI E FROM WANATAH.
 ME0558'ABOUT 1.0 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0558'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, IN SECTION
 ME0558'4, R 4 W, T 34 N, ABOUT 0.45 MILE WEST OF MILEPOST 413, NEAR THE
 ME0558'CROSSING OF COUNTY ROAD 900 WEST, 85 FEET WEST OF THE CENTER LINE
 ME0558'OF THE COUNTY ROAD, 25.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0558'EASTBOUND MAIN TRACK, 33 FEET NORTH OF THE CENTER LINE OF BAILEY
 ME0558'ROAD, 2 1/2 FEET WEST OF A UTILITY POLE, IN LINE WITH A ROW OF
 ME0558'POLES, 6.1 FEET EAST OF A METAL WITNESS POST, 4 FEET BELOW THE
 ME0558'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 ME0558'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 5 INCH METAL
 ME0558'PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 ME0558'ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 ME0558
 ME0558                          STATION RECOVERY (1988)
 ME0558
 ME0558'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0558'RECOVERED IN GOOD CONDITION.
 ME0558
 ME0558                          STATION RECOVERY (1992)
 ME0558
 ME0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0558'1.6 KM (1.00 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0558'OF U.S. HIGHWAY 421 IN WANATAH, 26.0 M (85.3 FT) WEST OF AND LEVEL
 ME0558'WITH THE CENTER OF COUNTY ROAD 900 WEST, 9.9 M (32.5 FT) NORTH OF THE
 ME0558'CENTER OF BAILEY ROAD, 8.4 M (27.6 FT) SOUTH OF THE NEAR RAIL, 1.3 M
 ME0558'(4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) WEST OF A
 ME0558'UTILITY POLE, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  NOTE--THE
 ME0558'DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS RECESSED 0.05 M
 ME0558'(0.16 FT) BELOW THE GROUND SURFACE.
 ME0558
 ME0558                          STATION RECOVERY (1997)
 ME0558
 ME0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME0558'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF THE U.S. HIGHWAY
 ME0558'421 OVERPASS OVER THE RAILROAD TRACKS, NEAR THE EAST SIDE OF WANATAH,
 ME0558'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS, ALONG THE NORTH SIDE OF
 ME0558'E. FIRST ST, AND JUST WEST OF A RAILROAD CROSSING AT 900 W ROAD.
 ME0558'OWNERSHIP--CONRAIL RAILROAD.  TO REACH THE STATION FROM THE JUNCTION
 ME0558'OF U.S. HIGHWAYS 30 AND 421 NEAR THE EAST-NORTHEAST EDGE OF WANATAH,
 ME0558'GO SOUTH FOR 0.96 KM (0.60 MI) ON HIGHWAY 421 CROSSING OVER THE TRACKS
 ME0558'TO (WANATAH RD) ON THE RIGHT.  TURN RIGHT, WEST, THEN NORTH FOR 0.32
 ME0558'KM (0.20 MI) ON WANATAH ROAD TO A Y-JUNCTION AT E. FIRST ST.  BEAR
 ME0558'RIGHT, EAST FOR 1.6 KM (1.00 MI) ON EAST FIRST STREET TO THE STATION
 ME0558'ON THE LEFT.  STATION IS 25.7 M (84.3 FT) WEST OF THE 900 W ROAD
 ME0558'CENTER, 19.5 M (64.0 FT) EAST-NORTHEAST OF A GREEN UNDERGROUND CABLE
 ME0558'JUNCTION BOX NUMBER 30600 40-3 ABOUT 3-FOOT HIGH, 9.9 M (32.5 FT)
 ME0558'NORTH OF THE E. FIRST STREET CENTER, 8.1 M (26.6 FT) SOUTH OF THE
 ME0558'SOUTH RAIL, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, ABOUT 0.4 M (1.3
 ME0558'FT) ABOVE THE E. FIRST STREET LEVEL AND RECESSED ABOUT 6 CM BELOW
 ME0558'GROUND.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE.
 ME0558
 ME0558                          STATION RECOVERY (2006)
 ME0558
 ME0558'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (CTS)
 ME0558'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ME0558
 ME0558                          STATION RECOVERY (2007)
 ME0558
 ME0558'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0558'RECOVERED IN GOOD CONDITION.
 ME0558
 ME0558                          STATION RECOVERY (2009)
 ME0558
 ME0558'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 ME0558'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1199 ***********************************************************************
 ME1199  DESIGNATION -  G 336
 ME1199  PID         -  ME1199
 ME1199  STATE/COUNTY-  IN/PORTER
 ME1199  COUNTRY     -  US
 ME1199  USGS QUAD   -  VALPARAISO (2019)
 ME1199
 ME1199                         *CURRENT SURVEY CONTROL
 ME1199  ______________________________________________________________________
 ME1199* NAD 83(1986) POSITION- 41 27 00.44   (N) 087 00 32.56   (W)   HD_HELD1
 ME1199* NAVD 88 ORTHO HEIGHT -   231.209 (meters)      758.56  (feet) ADJUSTED
 ME1199  ______________________________________________________________________
 ME1199  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 ME1199  DYNAMIC HEIGHT  -        231.116 (meters)      758.25  (feet) COMP
 ME1199  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 ME1199
 ME1199  VERT ORDER      -  FIRST     CLASS I
 ME1199
 ME1199.This mark is at Porter Co Municipal Airport (VPZ)
 ME1199
 ME1199.The horizontal coordinates were determined by differentially corrected
 ME1199.hand held GPS observations or other comparable positioning techniques
 ME1199.and have an estimated accuracy of +/- 3 meters.
 ME1199
 ME1199.The orthometric height was determined by differential leveling and
 ME1199.adjusted by the NATIONAL GEODETIC SURVEY
 ME1199.in April 1995.
 ME1199
 ME1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1199.GEOID18 height accuracy estimate available here.
 ME1199
 ME1199.Click photographs - Photos may exist for this station.
 ME1199
 ME1199.The dynamic height is computed by dividing the NAVD 88
 ME1199.geopotential number by the normal gravity value computed on the
 ME1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1199.degrees latitude (g = 980.6199 gals.).
 ME1199
 ME1199.The modeled gravity was interpolated from observed gravity values.
 ME1199
 ME1199;                    North         East    Units  Estimated Accuracy
 ME1199;SPC IN W     -   688,549.0     906,207.4     MT  (+/- 3 meters HH1 GPS) 
 ME1199
 ME1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9924488726(NAD 83)
 ME1199
 ME1199                          SUPERSEDED SURVEY CONTROL
 ME1199
 ME1199  NAVD 88 (06/15/91)  231.199  (m)          758.53   (f) SUPERSEDED  1 1
 ME1199  NGVD 29 (01/19/93)  231.299  (m)          758.85   (f) ADJUSTED    1 1
 ME1199  NGVD 29 (??/??/92)  231.289  (m)          758.82   (f) SUPERSEDED  1 1
 ME1199
 ME1199.Superseded values are not recommended for survey control.
 ME1199
 ME1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1199.See file dsdata.pdf to determine how the superseded data were derived.
 ME1199
 ME1199_MARKER: DB = BENCH MARK DISK
 ME1199_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME1199_SP_SET: FOOTING
 ME1199_STAMPING: G 336 1968
 ME1199_MARK LOGO: CGS
 ME1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1199+STABILITY: SURFACE MOTION
 ME1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1199+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2022
 ME1199
 ME1199  HISTORY     - Date     Condition        Report By
 ME1199  HISTORY     - 1968     MONUMENTED       CGS
 ME1199  HISTORY     - 19920906 GOOD             NGS
 ME1199  HISTORY     - 20220505 GOOD             IN-127
 ME1199
 ME1199                          STATION DESCRIPTION
 ME1199
 ME1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1199'1.6 MI E FROM VALPARAISO.
 ME1199'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 ME1199'OF STATE HIGHWAY 49 LEADING NORTH AT VALPARAISO, THENCE 0.25
 ME1199'MILE EAST ALONG NORTH ROAD, IN SECTION 29, R 5 W, T 35 N, AT THE
 ME1199'PORTER COUNTY AIRPORT, SET ON THE TOP AND IN THE CENTER OF A
 ME1199'4-FOOT LONG AND 0.7 FOOT WIDE CONCRETE BASE FOR TWO STEEL BEAM
 ME1199'FOR THE DOOR FOR HANGAR NO. 1, 153 FEET SOUTH-SOUTHEAST OF THE
 ME1199'SOUTH CORNER OF THE OFFICE BUILDING, 19.5 FEET NORTHWEST OF THE
 ME1199'NORTH CORNER OF HANGAR NO. 1, ABOUT LEVEL WITH THE BLACK TOP
 ME1199'AREA.
 ME1199
 ME1199                          STATION RECOVERY (1992)
 ME1199
 ME1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1199'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME1199'STATE HIGHWAY 49 IN VALPARAISO, THENCE 0.1 KM (0.05 MI) NORTHERLY
 ME1199'ALONG A PAVED ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG COUNTY
 ME1199'ROAD 100 NORTH, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG THE
 ME1199'PORTER COUNTY MUNICIPAL AIRPORT ENTRANCE ROAD, IN TOP OF AND 0.6 M
 ME1199'(2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE FOOTING FOR 2
 ME1199'STEEL BEAMS SUPPORTING THE DOOR TRACK FOR A MAINTENANCE SHED, 13.2 M
 ME1199'(43.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF A PARKING LOT, 7.1 M
 ME1199'(23.3 FT) SOUTHWEST OF AND LEVEL WITH THE SOUTHWEST EDGE OF AN APRON,
 ME1199'6.1 M (20.0 FT) NORTHWEST OF THE NORTH CORNER OF THE SHED, AND 2.9 M
 ME1199'(9.5 FT) SOUTHEAST OF A PHILLIPS 66 SIGN.
 ME1199
 ME1199                          STATION RECOVERY (2022)
 ME1199
 ME1199'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1199'TO REACH FROM THE INTERSECTION OF CR 100 NORTH AND CR 325 EAST, GO
 ME1199'WEST ON CR 100 NORTH FOR 0.5 MI (0.8 KM) TO PORTER COUNTY MUNICIPAL
 ME1199'AIRPORT ENTRANCE ROAD.  GO NORTH ABOUT 300 FT (91.4 M) TO NEW
 ME1199'ADMINISTRATION BUILDING AND GATE, GO EASTERLY FOR ABOUT 825 FT (251.5
 ME1199'M) AND STATION IS ON THE RIGHT IN THE TOP AND 2.0 FT (0.6 M) SOUTH OF
 ME1199'NORTH END OF CONCRETE FOOTING, 23 FT (7.0 M) SOUTH OF CONCRETE APRON,
 ME1199'19.9 FT (6.1 M) WEST OF THE NORTHWEST CORNER OF GREEN 1 STORY METAL
 ME1199'CLAD CFR (FIRE AND RESCUE) BUILDING, 8.2 NORTH OF VEHICLE GATE.
 ME1199'CONTACT AIRPORT FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2117 ***********************************************************************
 ME2117  DESIGNATION -  G 349
 ME2117  PID         -  ME2117
 ME2117  STATE/COUNTY-  IN/LAKE
 ME2117  COUNTRY     -  US
 ME2117  USGS QUAD   -  GARY (2019)
 ME2117
 ME2117                         *CURRENT SURVEY CONTROL
 ME2117  ______________________________________________________________________
 ME2117* NAD 83(1986) POSITION- 41 35 55.     (N) 087 20 31.     (W)   SCALED
 ME2117* NAVD 88 ORTHO HEIGHT -   183.412 (meters)      601.74  (feet) ADJUSTED
 ME2117  ______________________________________________________________________
 ME2117  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 ME2117  DYNAMIC HEIGHT  -        183.344 (meters)      601.52  (feet) COMP
 ME2117  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 ME2117
 ME2117  VERT ORDER      -  FIRST     CLASS II
 ME2117
 ME2117.The horizontal coordinates were scaled from a map and have
 ME2117.an estimated accuracy of +/- 6 seconds.
 ME2117
 ME2117.The orthometric height was determined by differential leveling and
 ME2117.adjusted by the NATIONAL GEODETIC SURVEY
 ME2117.in June 1991.
 ME2117
 ME2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2117.GEOID18 height accuracy estimate available here.
 ME2117
 ME2117.Click photographs - Photos may exist for this station.
 ME2117
 ME2117.The dynamic height is computed by dividing the NAVD 88
 ME2117.geopotential number by the normal gravity value computed on the
 ME2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2117.degrees latitude (g = 980.6199 gals.).
 ME2117
 ME2117.The modeled gravity was interpolated from observed gravity values.
 ME2117
 ME2117;                    North         East    Units  Estimated Accuracy
 ME2117;SPC IN W     -   705,070.      878,440.      MT  (+/- 180 meters Scaled)
 ME2117
 ME2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM715052(NAD 83)
 ME2117
 ME2117                          SUPERSEDED SURVEY CONTROL
 ME2117
 ME2117  NGVD 29 (01/19/93)  183.519  (m)          602.10   (f) ADJUSTED    1 2
 ME2117  NGVD 29 (??/??/92)  183.528  (m)          602.12   (f) SUPERSEDED  1 2
 ME2117
 ME2117.Superseded values are not recommended for survey control.
 ME2117
 ME2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2117.See file dsdata.pdf to determine how the superseded data were derived.
 ME2117
 ME2117_MARKER: I = METAL ROD
 ME2117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME2117_STAMPING: G 349 1985
 ME2117_MARK LOGO: NGS
 ME2117_PROJECTION: FLUSH
 ME2117_MAGNETIC: I = MARKER IS A STEEL ROD
 ME2117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2117+STABILITY: POSITION/ELEVATION WELL
 ME2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2117+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME2117_ROD/PIPE-DEPTH: 24.4 meters
 ME2117_SLEEVE-DEPTH  : 6.1 meters
 ME2117
 ME2117  HISTORY     - Date     Condition        Report By
 ME2117  HISTORY     - 1985     MONUMENTED       NGS
 ME2117  HISTORY     - 19920807 GOOD             NGS
 ME2117  HISTORY     - 19920906 GOOD             NGS
 ME2117
 ME2117                          STATION DESCRIPTION
 ME2117
 ME2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2117'IN GARY.
 ME2117'THE MARK IS 1.0 M ABOVE THE STREET.
 ME2117'IN GARY, AT 650 MADISON STREET, 41.4 M (135.8 FT) NORTH OF THE CENTER
 ME2117'OF 7TH AVENUE, 16.7 M (54.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 ME2117'GARY-HOBART WATER CORPORATION OFFICE AT 650 MADISON STREET, 16.5 M
 ME2117'(54.1 FT) WEST OF THE CENTER OF THE STREET, 2.6 M (8.5 FT) SOUTH OF A
 ME2117'FLAG POLE, AND 2.3 M (7.5 FT) EAST OF THE EAST EDGE OF A PARKING LOT.
 ME2117'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2117
 ME2117                          STATION RECOVERY (1992)
 ME2117
 ME2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2117'IN GARY, AT THE INTERSECTION OF EAST 7TH AVENUE AND MADISON STREET,
 ME2117'41.5 M (136.2 FT) NORTH OF THE AVENUE CENTER, 16.2 M (53.1 FT) WEST
 ME2117'OF THE STREET CENTERLINE, 2.6 M (8.5 FT) SOUTH OF A FLAGPOLE, 2.3 M
 ME2117'(7.5 FT) EAST OF THE EAST EDGE OF A PARKING LOT AT THE GARY HOBERT
 ME2117'WATER CORPORATION, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 ME2117'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ME2117
 ME2117                          STATION RECOVERY (1992)
 ME2117
 ME2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2117'IN GARY, AT THE INTERSECTION OF MADISON STREET AND WEST 7TH AVENUE,
 ME2117'41.5 M (136.2 FT) NORTH OF THE AVENUE CENTER, 16.7 M (54.8 FT) NORTH
 ME2117'OF THE SOUTHEAST CORNER OF THE GARY-HOBART WATER CORPORATION AT 650
 ME2117'MADISON STREET, 16.2 M (53.1 FT) WEST OF THE STREET CENTERLINE, 2.6 M
 ME2117'(8.5 FT) SOUTH OF A FLAG POLE, 2.3 M (7.5 FT) EAST OF THE EAST EDGE
 ME2117'OF A PARKING LOT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 ME2117'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0489 ***********************************************************************
 LA0489  DESIGNATION -  G 35
 LA0489  PID         -  LA0489
 LA0489  STATE/COUNTY-  IN/ADAMS
 LA0489  COUNTRY     -  US
 LA0489  USGS QUAD   -  DECATUR (2019)
 LA0489
 LA0489                         *CURRENT SURVEY CONTROL
 LA0489  ______________________________________________________________________
 LA0489* NAD 83(1986) POSITION- 40 49 53.     (N) 084 58 33.     (W)   SCALED
 LA0489* NAVD 88 ORTHO HEIGHT -   246.188 (meters)      807.70  (feet) ADJUSTED
 LA0489  ______________________________________________________________________
 LA0489  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 LA0489  DYNAMIC HEIGHT  -        246.078 (meters)      807.34  (feet) COMP
 LA0489  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 LA0489
 LA0489  VERT ORDER      -  SECOND    CLASS 0
 LA0489
 LA0489.The horizontal coordinates were scaled from a map and have
 LA0489.an estimated accuracy of +/- 6 seconds.
 LA0489
 LA0489.The orthometric height was determined by differential leveling and
 LA0489.adjusted by the NATIONAL GEODETIC SURVEY
 LA0489.in June 1991.
 LA0489
 LA0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0489.GEOID18 height accuracy estimate available here.
 LA0489
 LA0489.Click photographs - Photos may exist for this station.
 LA0489
 LA0489.The dynamic height is computed by dividing the NAVD 88
 LA0489.geopotential number by the normal gravity value computed on the
 LA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0489.degrees latitude (g = 980.6199 gals.).
 LA0489
 LA0489.The modeled gravity was interpolated from observed gravity values.
 LA0489
 LA0489;                    North         East    Units  Estimated Accuracy
 LA0489;SPC IN E     -   620,060.      158,270.      MT  (+/- 180 meters Scaled)
 LA0489
 LA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL706220(NAD 83)
 LA0489
 LA0489                          SUPERSEDED SURVEY CONTROL
 LA0489
 LA0489  NGVD 29 (??/??/92)  246.338  (m)          808.19   (f) ADJ UNCH    2 0
 LA0489
 LA0489.Superseded values are not recommended for survey control.
 LA0489
 LA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0489.See file dsdata.pdf to determine how the superseded data were derived.
 LA0489
 LA0489_MARKER: DB = BENCH MARK DISK
 LA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0489_STAMPING: G 35 1934
 LA0489_MARK LOGO: CGS
 LA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0489+STABILITY: SURFACE MOTION
 LA0489
 LA0489  HISTORY     - Date     Condition        Report By
 LA0489  HISTORY     - 1934     MONUMENTED       CGS
 LA0489  HISTORY     - 1947     GOOD             CGS
 LA0489  HISTORY     - 1974     GOOD             NGS
 LA0489
 LA0489                          STATION DESCRIPTION
 LA0489
 LA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0489'2.7 MI W FROM DECATUR.
 LA0489'ABOUT 2.7 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0489'DECATUR, ABOUT 0.3 MILE SOUTHEAST OF MILE POST 99, ABOUT 0.1 MILE
 LA0489'SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY 224, AT A NORTH-SOUTH
 LA0489'GRAVEL ROAD CROSSING, 15.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LA0489'18 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET
 LA0489'SOUTHEAST OF A CROSSING SIGN, 1.5 FEET SOUTH OF A WHITE WOODEN
 LA0489'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 LA0489'CONCRETE POST PROJECTING 1 INCH.
 LA0489
 LA0489                          STATION RECOVERY (1974)
 LA0489
 LA0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1654 ***********************************************************************
 KA1654  DESIGNATION -  G 350
 KA1654  PID         -  KA1654
 KA1654  STATE/COUNTY-  IN/HENDRICKS
 KA1654  COUNTRY     -  US
 KA1654  USGS QUAD   -  CLERMONT (2019)
 KA1654
 KA1654                         *CURRENT SURVEY CONTROL
 KA1654  ______________________________________________________________________
 KA1654* NAD 83(1986) POSITION- 39 45 48.     (N) 086 20 10.     (W)   SCALED
 KA1654* NAVD 88 ORTHO HEIGHT -   245.187 (meters)      804.42  (feet) ADJUSTED
 KA1654  ______________________________________________________________________
 KA1654  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 KA1654  DYNAMIC HEIGHT  -        245.055 (meters)      803.98  (feet) COMP
 KA1654  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 KA1654
 KA1654  VERT ORDER      -  FIRST     CLASS II
 KA1654
 KA1654.The horizontal coordinates were scaled from a map and have
 KA1654.an estimated accuracy of +/- 6 seconds.
 KA1654
 KA1654.The orthometric height was determined by differential leveling and
 KA1654.adjusted by the NATIONAL GEODETIC SURVEY
 KA1654.in June 1991.
 KA1654
 KA1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1654.GEOID18 height accuracy estimate available here.
 KA1654
 KA1654.Click photographs - Photos may exist for this station.
 KA1654
 KA1654.The dynamic height is computed by dividing the NAVD 88
 KA1654.geopotential number by the normal gravity value computed on the
 KA1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1654.degrees latitude (g = 980.6199 gals.).
 KA1654
 KA1654.The modeled gravity was interpolated from observed gravity values.
 KA1654
 KA1654;                    North         East    Units  Estimated Accuracy
 KA1654;SPC IN W     -   501,510.      964,030.      MT  (+/- 180 meters Scaled)
 KA1654
 KA1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK568017(NAD 83)
 KA1654
 KA1654                          SUPERSEDED SURVEY CONTROL
 KA1654
 KA1654.No superseded survey control is available for this station.
 KA1654
 KA1654_MARKER: I = METAL ROD
 KA1654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1654_STAMPING: G 350 1985
 KA1654_MARK LOGO: NGS
 KA1654_PROJECTION: FLUSH
 KA1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1654_ROD/PIPE-DEPTH: 6.1 meters
 KA1654
 KA1654  HISTORY     - Date     Condition        Report By
 KA1654  HISTORY     - 1985     MONUMENTED       NGS
 KA1654
 KA1654                          STATION DESCRIPTION
 KA1654
 KA1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1654'10.0 KM (6.2 MI) WEST FROM INDIANAPOLIS.
 KA1654'10.0 KM (6.2 MI) WESTERLY ALONG ROCKVILLE ROAD AND U.S. HIGHWAY 36
 KA1654'FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN INDIANAPOLIS, 28.9 M (94.8
 KA1654'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 KA1654'19.7 M (64.6 FT) EAST OF THE CENTER OF COUNTY ROAD 1050 EAST, 11.0 M
 KA1654'(36.1 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.8 M (2.6 FT)
 KA1654'EAST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE--ACCESS TO DATUM POINT
 KA1654'IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1654'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1654'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1676 ***********************************************************************
 KA1676  DESIGNATION -  G 351
 KA1676  PID         -  KA1676
 KA1676  STATE/COUNTY-  IN/PUTNAM
 KA1676  COUNTRY     -  US
 KA1676  USGS QUAD   -  REELSVILLE (2019)
 KA1676
 KA1676                         *CURRENT SURVEY CONTROL
 KA1676  ______________________________________________________________________
 KA1676* NAD 83(1986) POSITION- 39 33 06.     (N) 086 57 09.     (W)   SCALED
 KA1676* NAVD 88 ORTHO HEIGHT -   198.585 (meters)      651.52  (feet) ADJUSTED
 KA1676  ______________________________________________________________________
 KA1676  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KA1676  DYNAMIC HEIGHT  -        198.472 (meters)      651.15  (feet) COMP
 KA1676  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA1676
 KA1676  VERT ORDER      -  FIRST     CLASS II
 KA1676
 KA1676.The horizontal coordinates were scaled from a map and have
 KA1676.an estimated accuracy of +/- 6 seconds.
 KA1676
 KA1676.The orthometric height was determined by differential leveling and
 KA1676.adjusted by the NATIONAL GEODETIC SURVEY
 KA1676.in June 1991.
 KA1676
 KA1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1676.GEOID18 height accuracy estimate available here.
 KA1676
 KA1676.Click photographs - Photos may exist for this station.
 KA1676
 KA1676.The dynamic height is computed by dividing the NAVD 88
 KA1676.geopotential number by the normal gravity value computed on the
 KA1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1676.degrees latitude (g = 980.6199 gals.).
 KA1676
 KA1676.The modeled gravity was interpolated from observed gravity values.
 KA1676
 KA1676;                    North         East    Units  Estimated Accuracy
 KA1676;SPC IN W     -   477,750.      911,250.      MT  (+/- 180 meters Scaled)
 KA1676
 KA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ040779(NAD 83)
 KA1676
 KA1676                          SUPERSEDED SURVEY CONTROL
 KA1676
 KA1676.No superseded survey control is available for this station.
 KA1676
 KA1676_MARKER: I = METAL ROD
 KA1676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1676_STAMPING: G 351 1985
 KA1676_MARK LOGO: NGS
 KA1676_PROJECTION: FLUSH
 KA1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1676_ROD/PIPE-DEPTH: 8.5 meters
 KA1676
 KA1676  HISTORY     - Date     Condition        Report By
 KA1676  HISTORY     - 1985     MONUMENTED       NGS
 KA1676
 KA1676                          STATION DESCRIPTION
 KA1676
 KA1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1676'15.3 KM (9.5 MI) NE FROM BRAZIL.
 KA1676'15.3 KM (9.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1676'WITH STATE HIGHWAY 59 IN BRAZIL, 11.2 M (36.7 FT) NORTH OF THE
 KA1676'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 10.2 M (33.5 FT)
 KA1676'WEST OF A TELEPHONE PEDESTAL, AND 0.9 M (3.0 FT) EAST OF A FENCE
 KA1676'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1676'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KA1676'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1662 ***********************************************************************
 KA1662  DESIGNATION -  G 352
 KA1662  PID         -  KA1662
 KA1662  STATE/COUNTY-  IN/HENDRICKS
 KA1662  COUNTRY     -  US
 KA1662  USGS QUAD   -  CLAYTON (2019)
 KA1662
 KA1662                         *CURRENT SURVEY CONTROL
 KA1662  ______________________________________________________________________
 KA1662* NAD 83(1986) POSITION- 39 43 36.0    (N) 086 31 24.0    (W)   HD_HELD2
 KA1662* NAVD 88 ORTHO HEIGHT -   278.457 (meters)      913.57  (feet) ADJUSTED
 KA1662  ______________________________________________________________________
 KA1662  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 KA1662  DYNAMIC HEIGHT  -        278.305 (meters)      913.07  (feet) COMP
 KA1662  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 KA1662
 KA1662  VERT ORDER      -  FIRST     CLASS II
 KA1662
 KA1662.The horizontal coordinates were established by autonomous hand held GPS
 KA1662.observations and have an estimated accuracy of +/- 10 meters.
 KA1662
 KA1662.The orthometric height was determined by differential leveling and
 KA1662.adjusted by the NATIONAL GEODETIC SURVEY
 KA1662.in June 1991.
 KA1662
 KA1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1662.GEOID18 height accuracy estimate available here.
 KA1662
 KA1662.Click photographs - Photos may exist for this station.
 KA1662
 KA1662.The dynamic height is computed by dividing the NAVD 88
 KA1662.geopotential number by the normal gravity value computed on the
 KA1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1662.degrees latitude (g = 980.6199 gals.).
 KA1662
 KA1662.The modeled gravity was interpolated from observed gravity values.
 KA1662
 KA1662;                    North         East    Units  Estimated Accuracy
 KA1662;SPC IN W     -   497,320.      948,009.      MT  (+/- 10 meters HH2 GPS)
 KA1662
 KA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4084997529(NAD 83)
 KA1662
 KA1662                          SUPERSEDED SURVEY CONTROL
 KA1662
 KA1662.No superseded survey control is available for this station.
 KA1662
 KA1662_MARKER: I = METAL ROD
 KA1662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1662_STAMPING: G 352 1985
 KA1662_MARK LOGO: NGS
 KA1662_PROJECTION: FLUSH
 KA1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1662_ROD/PIPE-DEPTH: 6.7 meters
 KA1662
 KA1662  HISTORY     - Date     Condition        Report By
 KA1662  HISTORY     - 1985     MONUMENTED       NGS
 KA1662
 KA1662                          STATION DESCRIPTION
 KA1662
 KA1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1662'4.3 KM (2.7 MI) SOUTH FROM DANVILLE.
 KA1662'4.3 KM (2.65 MI) SOUTHERLY ALONG STATE HIGHWAY 39 FROM ITS JUNCTION
 KA1662'WITH U.S. HIGHWAY 36 IN DANVILLE, 0.5 KM (0.3 MI) SOUTH OF THE
 KA1662'INTERSECTION OF COUNTY ROAD 200 SOUTH, 15.7 M (51.5 FT) SOUTH OF
 KA1662'UTILITY POLE NUMBER 891 1261, 6.6 M (21.7 FT) WEST OF THE CENTERLINE
 KA1662'OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A FENCE CORNER.
 KA1662'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1662'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KA1662'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1700 ***********************************************************************
 KA1700  DESIGNATION -  G 353
 KA1700  PID         -  KA1700
 KA1700  STATE/COUNTY-  IN/CLAY
 KA1700  COUNTRY     -  US
 KA1700  USGS QUAD   -  STAUNTON (2019)
 KA1700
 KA1700                         *CURRENT SURVEY CONTROL
 KA1700  ______________________________________________________________________
 KA1700* NAD 83(1986) POSITION- 39 23 18.     (N) 087 11 13.     (W)   SCALED
 KA1700* NAVD 88 ORTHO HEIGHT -   188.916 (meters)      619.80  (feet) ADJUSTED
 KA1700  ______________________________________________________________________
 KA1700  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 KA1700  DYNAMIC HEIGHT  -        188.807 (meters)      619.44  (feet) COMP
 KA1700  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 KA1700
 KA1700  VERT ORDER      -  FIRST     CLASS II
 KA1700
 KA1700.The horizontal coordinates were scaled from a map and have
 KA1700.an estimated accuracy of +/- 6 seconds.
 KA1700
 KA1700.The orthometric height was determined by differential leveling and
 KA1700.adjusted by the NATIONAL GEODETIC SURVEY
 KA1700.in June 1991.
 KA1700
 KA1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1700.GEOID18 height accuracy estimate available here.
 KA1700
 KA1700.Click photographs - Photos may exist for this station.
 KA1700
 KA1700.The dynamic height is computed by dividing the NAVD 88
 KA1700.geopotential number by the normal gravity value computed on the
 KA1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1700.degrees latitude (g = 980.6199 gals.).
 KA1700
 KA1700.The modeled gravity was interpolated from observed gravity values.
 KA1700
 KA1700;                    North         East    Units  Estimated Accuracy
 KA1700;SPC IN W     -   459,610.      891,070.      MT  (+/- 180 meters Scaled)
 KA1700
 KA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ839598(NAD 83)
 KA1700
 KA1700                          SUPERSEDED SURVEY CONTROL
 KA1700
 KA1700.No superseded survey control is available for this station.
 KA1700
 KA1700_MARKER: I = METAL ROD
 KA1700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1700_STAMPING: G 353 1985
 KA1700_MARK LOGO: NGS
 KA1700_PROJECTION: FLUSH
 KA1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1700_ROD/PIPE-DEPTH: 3.7 meters
 KA1700
 KA1700  HISTORY     - Date     Condition        Report By
 KA1700  HISTORY     - 1985     MONUMENTED       NGS
 KA1700
 KA1700                          STATION DESCRIPTION
 KA1700
 KA1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1700'10.2 KM (6.35 MI) EAST FROM RILEY.
 KA1700'10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1700'WITH STATE HIGHWAY 159 IN RILEY, 64.3 M (211.0 FT) EAST OF THE CENTER
 KA1700'OF COUNTY ROAD 71 SOUTH, 11.3 M (37.1 FT) SOUTH OF THE CENTERLINE OF
 KA1700'THE HIGHWAY, 10.4 M (34.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 KA1700'AND 0.4 M (1.3 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KA1700'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1700'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KA1700'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1616 ***********************************************************************
 JA1616  DESIGNATION -  G 354
 JA1616  PID         -  JA1616
 JA1616  STATE/COUNTY-  IN/DAVIESS
 JA1616  COUNTRY     -  US
 JA1616  USGS QUAD   -  LYONS (2019)
 JA1616
 JA1616                         *CURRENT SURVEY CONTROL
 JA1616  ______________________________________________________________________
 JA1616* NAD 83(1986) POSITION- 38 53 22.     (N) 087 04 13.     (W)   SCALED
 JA1616* NAVD 88 ORTHO HEIGHT -   145.370 (meters)      476.93  (feet) ADJUSTED
 JA1616  ______________________________________________________________________
 JA1616  GEOID HEIGHT    -        -32.617 (meters)                     GEOID18
 JA1616  DYNAMIC HEIGHT  -        145.280 (meters)      476.64  (feet) COMP
 JA1616  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 JA1616
 JA1616  VERT ORDER      -  FIRST     CLASS II
 JA1616
 JA1616.The horizontal coordinates were scaled from a map and have
 JA1616.an estimated accuracy of +/- 6 seconds.
 JA1616
 JA1616.The orthometric height was determined by differential leveling and
 JA1616.adjusted by the NATIONAL GEODETIC SURVEY
 JA1616.in June 1991.
 JA1616
 JA1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1616.GEOID18 height accuracy estimate available here.
 JA1616
 JA1616.Click photographs - Photos may exist for this station.
 JA1616
 JA1616.The dynamic height is computed by dividing the NAVD 88
 JA1616.geopotential number by the normal gravity value computed on the
 JA1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1616.degrees latitude (g = 980.6199 gals.).
 JA1616
 JA1616.The modeled gravity was interpolated from observed gravity values.
 JA1616
 JA1616;                    North         East    Units  Estimated Accuracy
 JA1616;SPC IN W     -   404,220.      901,130.      MT  (+/- 180 meters Scaled)
 JA1616
 JA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ939045(NAD 83)
 JA1616
 JA1616                          SUPERSEDED SURVEY CONTROL
 JA1616
 JA1616.No superseded survey control is available for this station.
 JA1616
 JA1616_MARKER: I = METAL ROD
 JA1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1616_STAMPING: G 354 1985
 JA1616_MARK LOGO: NGS
 JA1616_PROJECTION: FLUSH
 JA1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1616_ROD/PIPE-DEPTH: 28.7 meters
 JA1616
 JA1616  HISTORY     - Date     Condition        Report By
 JA1616  HISTORY     - 1985     MONUMENTED       NGS
 JA1616  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1616
 JA1616                          STATION DESCRIPTION
 JA1616
 JA1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1616'29.2 KM (18.15 MI) SW FROM WORTHINGTON.
 JA1616'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1616'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 23.8 KM (14.8
 JA1616'MI) SOUTHERLY ALONG STATE HIGHWAY 57, OR 30.8 KM (19.15 MI)
 JA1616'NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH U.S.
 JA1616'HIGHWAY 50 IN WASHINGTON, 61.0 M (200.1 FT) WEST OF THE CENTERLINE OF
 JA1616'THE HIGHWAY, 22.6 M (74.1 FT) WEST OF THE NEAR RAIL OF THE CONRAIL
 JA1616'RAILROAD, 4.5 M (14.8 FT) NORTH OF THE CENTER OF COUNTY ROAD 1600
 JA1616'NORTH, AND 0.8 M (2.6 FT) WEST OF UTILITY POLE NUMBER 1EA4-3.
 JA1616'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1616'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1616'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1616
 JA1616                          STATION RECOVERY (2022)
 JA1616
 JA1616'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1640 ***********************************************************************
 KA1640  DESIGNATION -  G 355
 KA1640  PID         -  KA1640
 KA1640  STATE/COUNTY-  IN/MARION
 KA1640  COUNTRY     -  US
 KA1640  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1640
 KA1640                         *CURRENT SURVEY CONTROL
 KA1640  ______________________________________________________________________
 KA1640* NAD 83(1986) POSITION- 39 45 40.     (N) 086 07 52.     (W)   SCALED
 KA1640* NAVD 88 ORTHO HEIGHT -   227.073 (meters)      744.99  (feet) ADJUSTED
 KA1640  ______________________________________________________________________
 KA1640  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 KA1640  DYNAMIC HEIGHT  -        226.947 (meters)      744.58  (feet) COMP
 KA1640  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA1640
 KA1640  VERT ORDER      -  FIRST     CLASS II
 KA1640
 KA1640.The horizontal coordinates were scaled from a map and have
 KA1640.an estimated accuracy of +/- 6 seconds.
 KA1640
 KA1640.The orthometric height was determined by differential leveling and
 KA1640.adjusted by the NATIONAL GEODETIC SURVEY
 KA1640.in June 1991.
 KA1640
 KA1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1640.GEOID18 height accuracy estimate available here.
 KA1640
 KA1640.Click photographs - Photos may exist for this station.
 KA1640
 KA1640.The dynamic height is computed by dividing the NAVD 88
 KA1640.geopotential number by the normal gravity value computed on the
 KA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1640.degrees latitude (g = 980.6199 gals.).
 KA1640
 KA1640.The modeled gravity was interpolated from observed gravity values.
 KA1640
 KA1640;                    North         East    Units  Estimated Accuracy
 KA1640;SPC IN E     -   501,100.       60,200.      MT  (+/- 180 meters Scaled)
 KA1640
 KA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK744016(NAD 83)
 KA1640
 KA1640                          SUPERSEDED SURVEY CONTROL
 KA1640
 KA1640.No superseded survey control is available for this station.
 KA1640
 KA1640_MARKER: I = METAL ROD
 KA1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1640_STAMPING: G 355 1986
 KA1640_MARK LOGO: NGS
 KA1640_PROJECTION: FLUSH
 KA1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1640_ROD/PIPE-DEPTH: 5.8 meters
 KA1640
 KA1640  HISTORY     - Date     Condition        Report By
 KA1640  HISTORY     - 1986     MONUMENTED       NGS
 KA1640
 KA1640                          STATION DESCRIPTION
 KA1640
 KA1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1640'IN INDIANAPOLIS.
 KA1640'IN INDIANAPOLIS, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND STATE
 KA1640'AVENUE, 17.9 M (58.7 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.3 M
 KA1640'(20.7 FT) NORTHWEST OF A FENCE CORNER, 4.8 M (15.7 FT) NORTHEAST OF
 KA1640'THE NEAR RAIL, AND 2.1 M (6.9 FT) NORTH-NORTHWEST OF A CONCRETE POST
 KA1640'SUPPORTING A RAILROAD SIGNAL BOX.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1640'THROUGH A 5-INCH LOGO CAP.
 KA1640'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 KA1640'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1593 ***********************************************************************
 JA1593  DESIGNATION -  G 356
 JA1593  PID         -  JA1593
 JA1593  STATE/COUNTY-  IN/GIBSON
 JA1593  COUNTRY     -  US
 JA1593  USGS QUAD   -  FRANCISCO (2019)
 JA1593
 JA1593                         *CURRENT SURVEY CONTROL
 JA1593  ______________________________________________________________________
 JA1593* NAD 83(1986) POSITION- 38 15 09.     (N) 087 23 33.     (W)   SCALED
 JA1593* NAVD 88 ORTHO HEIGHT -   133.934 (meters)      439.42  (feet) ADJUSTED
 JA1593  ______________________________________________________________________
 JA1593  GEOID HEIGHT    -        -31.585 (meters)                     GEOID18
 JA1593  DYNAMIC HEIGHT  -        133.844 (meters)      439.12  (feet) COMP
 JA1593  MODELED GRAVITY -    979,958.5   (mgal)                       NAVD 88
 JA1593
 JA1593  VERT ORDER      -  FIRST     CLASS II
 JA1593
 JA1593.The horizontal coordinates were scaled from a map and have
 JA1593.an estimated accuracy of +/- 6 seconds.
 JA1593
 JA1593.The orthometric height was determined by differential leveling and
 JA1593.adjusted by the NATIONAL GEODETIC SURVEY
 JA1593.in June 1991.
 JA1593
 JA1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1593.GEOID18 height accuracy estimate available here.
 JA1593
 JA1593.Click photographs - Photos may exist for this station.
 JA1593
 JA1593.The dynamic height is computed by dividing the NAVD 88
 JA1593.geopotential number by the normal gravity value computed on the
 JA1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1593.degrees latitude (g = 980.6199 gals.).
 JA1593
 JA1593.The modeled gravity was interpolated from observed gravity values.
 JA1593
 JA1593;                    North         East    Units  Estimated Accuracy
 JA1593;SPC IN W     -   333,570.      872,940.      MT  (+/- 180 meters Scaled)
 JA1593
 JA1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH656339(NAD 83)
 JA1593
 JA1593                          SUPERSEDED SURVEY CONTROL
 JA1593
 JA1593.No superseded survey control is available for this station.
 JA1593
 JA1593_MARKER: F = FLANGE-ENCASED ROD
 JA1593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1593+WITH SETTING: INFORMATION.
 JA1593_STAMPING: G 356 1986
 JA1593_MARK LOGO: NGS
 JA1593_PROJECTION: FLUSH
 JA1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1593_ROD/PIPE-DEPTH: 2.4 meters
 JA1593
 JA1593  HISTORY     - Date     Condition        Report By
 JA1593  HISTORY     - 1986     MONUMENTED       NGS
 JA1593  HISTORY     - 20170525 GOOD             GEOCAC
 JA1593
 JA1593                          STATION DESCRIPTION
 JA1593
 JA1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1593'IN MACKEY.
 JA1593'IN MACKEY, AT THE JUNCTION OF MAIN STREET AND THE CONRAIL RAILROAD,
 JA1593'24.5 M (80.4 FT) SOUTH OF THE SOUTHWEST CORNER OF A METAL BUILDING,
 JA1593'17.0 M (55.8 FT) NORTHWEST OF THE NEAR RAIL, 6.8 M (22.3 FT) NORTH OF
 JA1593'THE STREET CENTER, 5.6 M (18.4 FT) WEST OF THE CENTER OF A DRIVEWAY
 JA1593'LEADING NORTH TO A METAL BUILDING, AND 0.8 (2.6 FT) WEST OF A UTILITY
 JA1593'POLE WITH 3 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JA1593'5-INCH LOGO CAP.
 JA1593'THE MARK IS 0.3 M ABOVE THE STREET.
 JA1593
 JA1593                          STATION RECOVERY (2017)
 JA1593
 JA1593'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2846 ***********************************************************************
 JZ2846  DESIGNATION -  G 357
 JZ2846  PID         -  JZ2846
 JZ2846  STATE/COUNTY-  IN/SHELBY
 JZ2846  COUNTRY     -  US
 JZ2846  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2846
 JZ2846                         *CURRENT SURVEY CONTROL
 JZ2846  ______________________________________________________________________
 JZ2846* NAD 83(1986) POSITION- 39 31 12.     (N) 085 45 23.     (W)   SCALED
 JZ2846* NAVD 88 ORTHO HEIGHT -   238.907 (meters)      783.81  (feet) ADJUSTED
 JZ2846  ______________________________________________________________________
 JZ2846  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ2846  DYNAMIC HEIGHT  -        238.765 (meters)      783.35  (feet) COMP
 JZ2846  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 JZ2846
 JZ2846  VERT ORDER      -  FIRST     CLASS II
 JZ2846
 JZ2846.The horizontal coordinates were scaled from a map and have
 JZ2846.an estimated accuracy of +/- 6 seconds.
 JZ2846
 JZ2846.The orthometric height was determined by differential leveling and
 JZ2846.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2846.in June 1991.
 JZ2846
 JZ2846.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2846.GEOID18 height accuracy estimate available here.
 JZ2846
 JZ2846.Click photographs - Photos may exist for this station.
 JZ2846
 JZ2846.The dynamic height is computed by dividing the NAVD 88
 JZ2846.geopotential number by the normal gravity value computed on the
 JZ2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2846.degrees latitude (g = 980.6199 gals.).
 JZ2846
 JZ2846.The modeled gravity was interpolated from observed gravity values.
 JZ2846
 JZ2846;                    North         East    Units  Estimated Accuracy
 JZ2846;SPC IN E     -   474,230.       92,290.      MT  (+/- 180 meters Scaled)
 JZ2846
 JZ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ068752(NAD 83)
 JZ2846
 JZ2846                          SUPERSEDED SURVEY CONTROL
 JZ2846
 JZ2846.No superseded survey control is available for this station.
 JZ2846
 JZ2846_MARKER: I = METAL ROD
 JZ2846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2846_STAMPING: G 357 1986
 JZ2846_MARK LOGO: NGS
 JZ2846_PROJECTION: FLUSH
 JZ2846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2846_ROD/PIPE-DEPTH: 7.9 meters
 JZ2846
 JZ2846  HISTORY     - Date     Condition        Report By
 JZ2846  HISTORY     - 1986     MONUMENTED       NGS
 JZ2846  HISTORY     - 20080825 MARK NOT FOUND   INDIV
 JZ2846
 JZ2846                          STATION DESCRIPTION
 JZ2846
 JZ2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2846'IN SHELBYVILLE.
 JZ2846'IN SHELBYVILLE, AT THE INTERSECTION OF STATE HIGHWAY 44 AND EWICK
 JZ2846'ROAD, 21.9 M (71.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 JZ2846'OF THE HIGHWAY, 15.1 M (49.5 FT) WEST OF THE CENTER OF A DRIVEWAY,
 JZ2846'14.0 M (45.9 FT) EAST OF THE EXTENDED CENTER OF THE ROAD, AND 6.3 M
 JZ2846'(20.7 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD.
 JZ2846'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2846'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 JZ2846'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JZ2846
 JZ2846                          STATION RECOVERY (2008)
 JZ2846
 JZ2846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JAB)
 JZ2846'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2794 ***********************************************************************
 JZ2794  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2794  DESIGNATION -  G 359
 JZ2794  PID         -  JZ2794
 JZ2794  STATE/COUNTY-  IN/DEARBORN
 JZ2794  COUNTRY     -  US
 JZ2794  USGS QUAD   -  HOOVEN (2016)
 JZ2794
 JZ2794                         *CURRENT SURVEY CONTROL
 JZ2794  ______________________________________________________________________
 JZ2794* NAD 83(2011) POSITION- 39 08 48.32143(N) 084 51 30.19364(W)   ADJUSTED
 JZ2794* NAD 83(2011) ELLIP HT-   126.368 (meters)        (06/27/12)   ADJUSTED
 JZ2794* NAD 83(2011) EPOCH   -  2010.00
 JZ2794* NAVD 88 ORTHO HEIGHT -   160.469 (meters)      526.47  (feet) ADJUSTED
 JZ2794  ______________________________________________________________________
 JZ2794  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 JZ2794  NAD 83(2011) X  -    443,890.349 (meters)                     COMP
 JZ2794  NAD 83(2011) Y  - -4,933,225.696 (meters)                     COMP
 JZ2794  NAD 83(2011) Z  -  4,005,045.219 (meters)                     COMP
 JZ2794  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 JZ2794  DYNAMIC HEIGHT  -        160.369 (meters)      526.14  (feet) COMP
 JZ2794  MODELED GRAVITY -    980,001.7   (mgal)                       NAVD 88
 JZ2794
 JZ2794  VERT ORDER      -  FIRST     CLASS II
 JZ2794
 JZ2794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2794  Standards:
 JZ2794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2794  -------------------------------------------------------------------
 JZ2794  NETWORK    0.49   0.84           0.22   0.18   0.43     -0.03168649
 JZ2794  -------------------------------------------------------------------
 JZ2794  Click here for local accuracies and other accuracy information.
 JZ2794
 JZ2794.The horizontal coordinates were established by GPS observations
 JZ2794.and adjusted by the National Geodetic Survey in June 2012.
 JZ2794
 JZ2794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2794.been affixed to the stable North American tectonic plate. See 
 JZ2794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2794
 JZ2794.The horizontal coordinates are valid at the epoch date displayed above
 JZ2794.which is a decimal equivalence of Year/Month/Day.
 JZ2794
 JZ2794.The orthometric height was determined by differential leveling and
 JZ2794.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2794.in June 1991.
 JZ2794
 JZ2794.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2794.GEOID18 height accuracy estimate available here.
 JZ2794
 JZ2794.Click photographs - Photos may exist for this station.
 JZ2794
 JZ2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2794
 JZ2794.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2794
 JZ2794.The ellipsoidal height was determined by GPS observations
 JZ2794.and is referenced to NAD 83.
 JZ2794
 JZ2794.The dynamic height is computed by dividing the NAVD 88
 JZ2794.geopotential number by the normal gravity value computed on the
 JZ2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2794.degrees latitude (g = 980.6199 gals.).
 JZ2794
 JZ2794.The modeled gravity was interpolated from observed gravity values.
 JZ2794
 JZ2794. The following values were computed from the NAD 83(2011) position.
 JZ2794
 JZ2794;                    North         East     Units Scale Factor Converg.
 JZ2794;SPC IN E     -   433,099.286   169,871.626   MT  1.00002676   +0 30 37.1
 JZ2794;SPC IN E     - 1,420,926.57    557,320.49   sFT  1.00002676   +0 30 37.1
 JZ2794;UTM  16      - 4,335,246.598   685,071.160   MT  1.00002175   +1 21 08.6
 JZ2794
 JZ2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2794!SPC IN E     -   0.99998017  x   1.00002676  =   1.00000693
 JZ2794!UTM  16      -   0.99998017  x   1.00002175  =   1.00000192
 JZ2794
 JZ2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8507135246(NAD 83)
 JZ2794
 JZ2794                          SUPERSEDED SURVEY CONTROL
 JZ2794
 JZ2794  NAD 83(2007)-  39 08 48.32153(N)    084 51 30.19443(W) AD(2002.00) 0
 JZ2794  ELLIP H (02/10/07)  126.396  (m)                       GP(2002.00)    
 JZ2794  ELLIP H (09/23/04)  126.391  (m)                       GP(       ) 4 1
 JZ2794  NAD 83(1997)-  39 08 48.32133(N)    084 51 30.19414(W) AD(       ) B
 JZ2794  ELLIP H (04/10/98)  126.429  (m)                       GP(       ) 4 1
 JZ2794  NAVD 88             160.47   (m)          526.5    (f) LEVELING    3  
 JZ2794
 JZ2794.Superseded values are not recommended for survey control.
 JZ2794
 JZ2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2794.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2794
 JZ2794_MARKER: F = FLANGE-ENCASED ROD
 JZ2794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2794_STAMPING: G 359
 JZ2794_MARK LOGO: NGS
 JZ2794_PROJECTION: FLUSH
 JZ2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2794+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 JZ2794_ROD/PIPE-DEPTH: 4.90 meters
 JZ2794
 JZ2794  HISTORY     - Date     Condition        Report By
 JZ2794  HISTORY     - 1986     MONUMENTED       NGS
 JZ2794  HISTORY     - 19970815 SEE DESCRIPTION  SEC
 JZ2794  HISTORY     - 19980720 GOOD             WOOLPT
 JZ2794  HISTORY     - 20001010 GOOD             WOOLPT
 JZ2794  HISTORY     - 20020918 GOOD             WOOLPT
 JZ2794  HISTORY     - 2003     GOOD             INDOT
 JZ2794  HISTORY     - 20030617 GOOD             INDOT
 JZ2794  HISTORY     - 20060604 GOOD             GEOCAC
 JZ2794  HISTORY     - 20180201 MARK NOT FOUND   INDIV
 JZ2794
 JZ2794                          STATION DESCRIPTION
 JZ2794
 JZ2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2794'6.4 KM (4.0 MI) NORTH FROM LAWRENCEBURG.
 JZ2794'6.4 KM (4.0 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 JZ2794'U.S. HIGHWAY 50 IN LAWRENCEBURG, 14.7 M (48.2 FT) NORTHEAST OF THE
 JZ2794'CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF THE CENTER OF A
 JZ2794'PAVED ROAD, AND 4.0 M (13.1 FT) EAST OF A UTILITY POLE WITH A GUY
 JZ2794'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2794'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JZ2794'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JZ2794
 JZ2794                          STATION RECOVERY (1997)
 JZ2794
 JZ2794'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2794'RECOVERED AS DESCRIBED.  NOTE--THE MARK CASING HAS BEEN DISTURBED. ROD
 JZ2794'MAY HAVE BEEN BENT.
 JZ2794
 JZ2794                          STATION RECOVERY (1998)
 JZ2794
 JZ2794'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 JZ2794'RECOVERY NOTE BY WOOLPERT LLP 1998 (ARL). 2.2 MI (3.5 KM) NORTH OF
 JZ2794'LAWRENCEBURG.  TO REACH THE STATION PROCEED 2.2 MI (3.5 KM) NORTH
 JZ2794'ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH US HIGHWAY 50 AT THE
 JZ2794'CONNECTOR ROAD TO INTERSTATE 275, TO GEORGETOWN ROAD ON THE RIGHT HAND
 JZ2794'SIDE.  THE STATION IS LOCATED IN THE NE CORNER OF THE INERSECTION.
 JZ2794'THE STATION IS A STAINLESS STEEL ROD STAMPED--G 359--.  THE STATION IS
 JZ2794'14.7 M (48.2 FT) NE OF THECENTERLINE OF STATE HIGHWAY 1, 5.5 M (18.0
 JZ2794'FT) E OF THE CENTER OF GEORGETOWN ROAD, AND 4.0 M (13.1 FT) E OF A
 JZ2794'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS IS THROUGH A 5 INCH LOGO
 JZ2794'CAP.  MARK IS ABOVE LEVEL WITH THE ROAD.
 JZ2794
 JZ2794                          STATION RECOVERY (2000)
 JZ2794
 JZ2794'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 JZ2794'RECOVERED AS DESCRIBED.
 JZ2794
 JZ2794                          STATION RECOVERY (2002)
 JZ2794
 JZ2794'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ2794'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ2794'
 JZ2794'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ2794'THE HORIZON ARE, A
 JZ2794'CLUSTER OF TREES APPROXIMATELY 100 TO 35 FEET IN THE SOUTHEAST
 JZ2794'QUADRANT EXTENDING 30
 JZ2794'DEGREES ABOVE THE HORIZON AND DESCRIBED UTILITY POLE EXTENDING 70
 JZ2794'DEGREES ABOVE THE
 JZ2794'HORIZON.
 JZ2794
 JZ2794                          STATION RECOVERY (2003)
 JZ2794
 JZ2794'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JZ2794'STATION IS LOCATED IN MILLER TOWNSHIP, APPROXIMATELY 500 FT WEST OF
 JZ2794'THE SOUTHWEST  CORNER OF SECTION 27,T-6-N, R-1-W OF THE 1ST PRINCIPAL
 JZ2794'MERIDIAN, 3.8 MI NORTH OF  LAWRENCEBURG, 3.1 MI EAST-SOUTHEAST OF
 JZ2794'GUILFORD, 2.8 MI WEST-SOUTHWEST OF  ELIZABETHTOWN OH, IN THE NORTH
 JZ2794'ANGLE OF THE JUNCTION OF STATE ROUTE 1 AND GEORGETOWN  ROAD, ON PUBLIC
 JZ2794'ROAD RIGHT-OF-WAY.
 JZ2794'
 JZ2794'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 74 AND STATE
 JZ2794'ROUTE 1, ABOUT 5 MI  EAST OF LAWRENCEVILLE, GO SOUTH ON ROUTE 1 FOR
 JZ2794'12.4 MI TO GEORGETOWN ROAD AND THE  STATION ON THE LEFT NEAR THE STOP
 JZ2794'SIGN.
 JZ2794'
 JZ2794'THE STATION IS 48.2 FT NORTH OF THE CENTERLINE OF ROUTE 1, 18.0 FT
 JZ2794'WEST OF THE  CENTERLINE OF GEORGETOWN ROAD, 12.5 FT EAST OF THE FACE
 JZ2794'OF A UTILITY POLE, 5.3 FT  NORTHEAST OF AN OPTICAL CABLE MARKER POST,
 JZ2794'26.5 FT SOUTH OF A GUARDRAIL OBSTRUCTION  SIGN POST.  THE MONUMENT IS
 JZ2794'A DIMPLE ON THE TOP OF A STAINLESS STEEL ROD IN A 5-INCH  CASING WITH
 JZ2794'LOGO CAP STAMPED ---G 359---.  THIS VICINITY IS SCHEDULED FOR ROAD
 JZ2794'INTERSECTION  IMPROVEMENT WHICH MAY HAVE SOME IMPACT ON THE STATION.
 JZ2794
 JZ2794                          STATION RECOVERY (2003)
 JZ2794
 JZ2794'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JZ2794'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 JZ2794'
 JZ2794'OWNERSHIP--INDOT, CONTACT HENRY ALDRIDGE IN LOCATION SURVEYS AT
 JZ2794'317-232-6764.
 JZ2794
 JZ2794                          STATION RECOVERY (2006)
 JZ2794
 JZ2794'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2794'FOUND IN GOOD CONDITION
 JZ2794
 JZ2794                          STATION RECOVERY (2018)
 JZ2794
 JZ2794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DAK)
 JZ2794'THE MARK WAS DESTROYED DURING CONSTRUCTION OF THE REALIGNMENT OF
 JZ2794'GEORGETOWN ROAD AND STATE ROAD 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0731 ***********************************************************************
 MD0731  DESIGNATION -  G 36
 MD0731  PID         -  MD0731
 MD0731  STATE/COUNTY-  IN/HUNTINGTON
 MD0731  COUNTRY     -  US
 MD0731  USGS QUAD   -  LAUD (2019)
 MD0731
 MD0731                         *CURRENT SURVEY CONTROL
 MD0731  ______________________________________________________________________
 MD0731* NAD 83(1986) POSITION- 41 00 12.     (N) 085 28 19.     (W)   SCALED
 MD0731* NAVD 88 ORTHO HEIGHT -   256.293 (meters)      840.85  (feet) ADJUSTED
 MD0731  ______________________________________________________________________
 MD0731  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 MD0731  DYNAMIC HEIGHT  -        256.179 (meters)      840.48  (feet) COMP
 MD0731  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 MD0731
 MD0731  VERT ORDER      -  SECOND    CLASS 0
 MD0731
 MD0731.The horizontal coordinates were scaled from a map and have
 MD0731.an estimated accuracy of +/- 6 seconds.
 MD0731
 MD0731.The orthometric height was determined by differential leveling and
 MD0731.adjusted by the NATIONAL GEODETIC SURVEY
 MD0731.in June 1991.
 MD0731
 MD0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0731.GEOID18 height accuracy estimate available here.
 MD0731
 MD0731.Click photographs - Photos may exist for this station.
 MD0731
 MD0731.The dynamic height is computed by dividing the NAVD 88
 MD0731.geopotential number by the normal gravity value computed on the
 MD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0731.degrees latitude (g = 980.6199 gals.).
 MD0731
 MD0731.The modeled gravity was interpolated from observed gravity values.
 MD0731
 MD0731;                    North         East    Units  Estimated Accuracy
 MD0731;SPC IN E     -   638,950.      116,380.      MT  (+/- 180 meters Scaled)
 MD0731
 MD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285402(NAD 83)
 MD0731
 MD0731                          SUPERSEDED SURVEY CONTROL
 MD0731
 MD0731  NGVD 29 (??/??/92)  256.431  (m)          841.31   (f) ADJ UNCH    2 0
 MD0731
 MD0731.Superseded values are not recommended for survey control.
 MD0731
 MD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0731.See file dsdata.pdf to determine how the superseded data were derived.
 MD0731
 MD0731_MARKER: DB = BENCH MARK DISK
 MD0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0731_STAMPING: G 36 1934
 MD0731_MARK LOGO: CGS
 MD0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0731+STABILITY: SURFACE MOTION
 MD0731
 MD0731  HISTORY     - Date     Condition        Report By
 MD0731  HISTORY     - 1934     MONUMENTED       CGS
 MD0731  HISTORY     - 1961     GOOD             CGS
 MD0731  HISTORY     - 1968     GOOD             CGS
 MD0731
 MD0731                          STATION DESCRIPTION
 MD0731
 MD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0731'9 MI N FROM HUNTINGTON.
 MD0731'ABOUT 10.6 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0731'IN COLUMBIA CITY, OR ABOUT 9.05 MILES N ALONG SAME FROM THE
 MD0731'COURTHOUSE IN HUNTINGTON, ABOUT 177 YARDS SSW OF INTERSECTION OF
 MD0731'CENTER LINES OF NOS. 9 AND 114 INDIANA HWYS. (LATTER IS LINE
 MD0731'BETWEEN HUNTINGTON AND WHITLEY COUNTIES), ABOUT 15 YARDS SSW OF
 MD0731'THE P.I. OF A SHORT CURVE, 315 FEET N OF CENTER LINE OF A PRIVATE
 MD0731'ROAD, 41 FEET W OF CENTER LINE OF 20-FOOT ASPHALT HIGHWAY PAVEMENT,
 MD0731'3 FEET SW OF HWY. RIGHT-OF-WAY MARKER, 1.3 FEET W OF STEEL
 MD0731'WITNESS POST, ONE FOOT W OF THE FENCE, AND PROJECTING 0.5 FOOT
 MD0731'ABOVE GROUND.
 MD0731
 MD0731                          STATION RECOVERY (1968)
 MD0731
 MD0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1727 ***********************************************************************
 KA1727  DESIGNATION -  G 360
 KA1727  PID         -  KA1727
 KA1727  STATE/COUNTY-  IN/VIGO
 KA1727  COUNTRY     -  US
 KA1727  USGS QUAD   -  NEW GOSHEN (2019)
 KA1727
 KA1727                         *CURRENT SURVEY CONTROL
 KA1727  ______________________________________________________________________
 KA1727* NAD 83(1986) POSITION- 39 30 50.68   (N) 087 26 04.89   (W)   HD_HELD1
 KA1727* NAVD 88 ORTHO HEIGHT -   152.792 (meters)      501.29  (feet) ADJUSTED
 KA1727  ______________________________________________________________________
 KA1727  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 KA1727  DYNAMIC HEIGHT  -        152.705 (meters)      501.00  (feet) COMP
 KA1727  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 KA1727
 KA1727  VERT ORDER      -  FIRST     CLASS II
 KA1727
 KA1727.The horizontal coordinates were determined by differentially corrected
 KA1727.hand held GPS observations or other comparable positioning techniques
 KA1727.and have an estimated accuracy of +/- 3 meters.
 KA1727
 KA1727.The orthometric height was determined by differential leveling and
 KA1727.adjusted by the NATIONAL GEODETIC SURVEY
 KA1727.in June 1991.
 KA1727
 KA1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1727.GEOID18 height accuracy estimate available here.
 KA1727
 KA1727.Click photographs - Photos may exist for this station.
 KA1727
 KA1727.The dynamic height is computed by dividing the NAVD 88
 KA1727.geopotential number by the normal gravity value computed on the
 KA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1727.degrees latitude (g = 980.6199 gals.).
 KA1727
 KA1727.The modeled gravity was interpolated from observed gravity values.
 KA1727
 KA1727;                    North         East    Units  Estimated Accuracy
 KA1727;SPC IN W     -   473,626.5     869,785.5     MT  (+/- 3 meters HH1 GPS) 
 KA1727
 KA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6263373917(NAD 83)
 KA1727
 KA1727                          SUPERSEDED SURVEY CONTROL
 KA1727
 KA1727.No superseded survey control is available for this station.
 KA1727
 KA1727_MARKER: I = METAL ROD
 KA1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1727_STAMPING: G 360 1986
 KA1727_MARK LOGO: NGS
 KA1727_PROJECTION: FLUSH
 KA1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1727+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2010
 KA1727_ROD/PIPE-DEPTH: 6.7 meters
 KA1727
 KA1727  HISTORY     - Date     Condition        Report By
 KA1727  HISTORY     - 1986     MONUMENTED       NGS
 KA1727  HISTORY     - 20050722 GOOD             JCLS
 KA1727  HISTORY     - 20100930 GOOD             PB
 KA1727
 KA1727                          STATION DESCRIPTION
 KA1727
 KA1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1727'6.1 KM (3.8 MI) NORTH FROM TERRE HAUTE.
 KA1727'6.1 KM (3.8 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE
 KA1727'IN TERRE HAUTE, 46.6 M (152.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 KA1727'CORNER OF BILL SIMMERS PAINT AND BODY SHOP, 25.5 M (83.7 FT) NORTH OF
 KA1727'THE CENTER OF A GRAVELED ROAD LEADING EAST, 18.4 M (60.4 FT) EAST OF
 KA1727'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 4.2 M
 KA1727'(13.8 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1727'THROUGH A 5-INCH LOGO CAP.
 KA1727'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 KA1727'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 KA1727
 KA1727                          STATION RECOVERY (2005)
 KA1727
 KA1727'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KA1727'RECOVERED IN GOOD CONDITION.
 KA1727
 KA1727                          STATION RECOVERY (2010)
 KA1727
 KA1727'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1753 ***********************************************************************
 KA1753  DESIGNATION -  G 361
 KA1753  PID         -  KA1753
 KA1753  STATE/COUNTY-  IN/VERMILLION
 KA1753  COUNTRY     -  US
 KA1753  USGS QUAD   -  NEWPORT (2019)
 KA1753
 KA1753                         *CURRENT SURVEY CONTROL
 KA1753  ______________________________________________________________________
 KA1753* NAD 83(1986) POSITION- 39 53 01.     (N) 087 25 05.     (W)   SCALED
 KA1753* NAVD 88 ORTHO HEIGHT -   177.154 (meters)      581.21  (feet) ADJUSTED
 KA1753  ______________________________________________________________________
 KA1753  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 KA1753  DYNAMIC HEIGHT  -        177.059 (meters)      580.90  (feet) COMP
 KA1753  MODELED GRAVITY -    980,085.7   (mgal)                       NAVD 88
 KA1753
 KA1753  VERT ORDER      -  FIRST     CLASS II
 KA1753
 KA1753.The horizontal coordinates were scaled from a map and have
 KA1753.an estimated accuracy of +/- 6 seconds.
 KA1753
 KA1753.The orthometric height was determined by differential leveling and
 KA1753.adjusted by the NATIONAL GEODETIC SURVEY
 KA1753.in June 1991.
 KA1753
 KA1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1753.GEOID18 height accuracy estimate available here.
 KA1753
 KA1753.Click photographs - Photos may exist for this station.
 KA1753
 KA1753.The dynamic height is computed by dividing the NAVD 88
 KA1753.geopotential number by the normal gravity value computed on the
 KA1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1753.degrees latitude (g = 980.6199 gals.).
 KA1753
 KA1753.The modeled gravity was interpolated from observed gravity values.
 KA1753
 KA1753;                    North         East    Units  Estimated Accuracy
 KA1753;SPC IN W     -   514,650.      871,370.      MT  (+/- 180 meters Scaled)
 KA1753
 KA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK642149(NAD 83)
 KA1753
 KA1753                          SUPERSEDED SURVEY CONTROL
 KA1753
 KA1753.No superseded survey control is available for this station.
 KA1753
 KA1753_MARKER: I = METAL ROD
 KA1753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KA1753+WITH SETTING: INFORMATION.
 KA1753_STAMPING: G 361 1986
 KA1753_MARK LOGO: NGS
 KA1753_PROJECTION: FLUSH
 KA1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1753_ROD/PIPE-DEPTH: 2.4 meters
 KA1753
 KA1753  HISTORY     - Date     Condition        Report By
 KA1753  HISTORY     - 1986     MONUMENTED       NGS
 KA1753  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1753
 KA1753                          STATION DESCRIPTION
 KA1753
 KA1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1753'8.9 KM (5.55 MI) SOUTH FROM CAYUGA.
 KA1753'8.9 KM (5.55 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1753'WITH STATE HIGHWAY 234 IN CAYUGA, 17.0 M (55.8 FT) SOUTH OF THE
 KA1753'EXTENDED CENTER OF A PAVED ROAD LEADING EAST TO NEWPORT, 9.9 M (32.5
 KA1753'FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 KA1753'5.0 M (16.4 FT) EAST OF THE CENTER OF A CONCRETE DRAINAGE DITCH, AND
 KA1753'1.0 M (3.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 KA1753'HAD THROUGH A 5-INCH LOGO CAP.
 KA1753'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1753'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 KA1753
 KA1753                          STATION RECOVERY (2005)
 KA1753
 KA1753'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1753'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3365 ***********************************************************************
 ME3365  DESIGNATION -  G 367
 ME3365  PID         -  ME3365
 ME3365  STATE/COUNTY-  IN/LAKE
 ME3365  COUNTRY     -  US
 ME3365  USGS QUAD   -  HIGHLAND (2019)
 ME3365
 ME3365                         *CURRENT SURVEY CONTROL
 ME3365  ______________________________________________________________________
 ME3365* NAD 83(1986) POSITION- 41 37 00.     (N) 087 24 32.     (W)   SCALED
 ME3365* NAVD 88 ORTHO HEIGHT -   179.104 (meters)      587.61  (feet) ADJUSTED
 ME3365  ______________________________________________________________________
 ME3365  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 ME3365  DYNAMIC HEIGHT  -        179.039 (meters)      587.40  (feet) COMP
 ME3365  MODELED GRAVITY -    980,253.8   (mgal)                       NAVD 88
 ME3365
 ME3365  VERT ORDER      -  FIRST     CLASS II
 ME3365
 ME3365.This mark is at Gary Airport (GYY)
 ME3365
 ME3365.The horizontal coordinates were scaled from a map and have
 ME3365.an estimated accuracy of +/- 6 seconds.
 ME3365
 ME3365.The orthometric height was determined by differential leveling and
 ME3365.adjusted by the NATIONAL GEODETIC SURVEY
 ME3365.in April 1995.
 ME3365
 ME3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3365.GEOID18 height accuracy estimate available here.
 ME3365
 ME3365.Click photographs - Photos may exist for this station.
 ME3365
 ME3365.The dynamic height is computed by dividing the NAVD 88
 ME3365.geopotential number by the normal gravity value computed on the
 ME3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3365.degrees latitude (g = 980.6199 gals.).
 ME3365
 ME3365.The modeled gravity was interpolated from observed gravity values.
 ME3365
 ME3365;                    North         East    Units  Estimated Accuracy
 ME3365;SPC IN W     -   707,090.      872,870.      MT  (+/- 180 meters Scaled)
 ME3365
 ME3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM659072(NAD 83)
 ME3365
 ME3365                          SUPERSEDED SURVEY CONTROL
 ME3365
 ME3365  NGVD 29 (01/19/93)  179.212  (m)          587.96   (f) ADJUSTED    1 2
 ME3365
 ME3365.Superseded values are not recommended for survey control.
 ME3365
 ME3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3365.See file dsdata.pdf to determine how the superseded data were derived.
 ME3365
 ME3365_MARKER: I = METAL ROD
 ME3365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3365_STAMPING: G 367 1992
 ME3365_MARK LOGO: NGS
 ME3365_PROJECTION: FLUSH
 ME3365_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3365+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3365_ROD/PIPE-DEPTH: 21.4 meters
 ME3365_SLEEVE-DEPTH  : 0.9 meters
 ME3365
 ME3365  HISTORY     - Date     Condition        Report By
 ME3365  HISTORY     - 1992     MONUMENTED       NGS
 ME3365  HISTORY     - 20030923 MARK NOT FOUND   PSOMAS
 ME3365
 ME3365                          STATION DESCRIPTION
 ME3365
 ME3365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3365'2.0 KM (1.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME3365'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 0.2 SOUTHWESTERLY ALONG AN
 ME3365'APRON NORTHWEST OF THE CONFEDERATE AIR FORCE HANGAR, THENCE 0.2 KM
 ME3365'(0.10 MI) SOUTHEASTERLY ALONG AN APRON, AT THE GARY MUNICIPAL
 ME3365'AIRPORT, 148.0 M (485.6 FT) NORTHWEST OF THE CENTER OF A TAXIWAY,
 ME3365'68.7 M (225.4 FT) NORTHEAST OF THE CENTER OF A TAXIWAY, 23.1 M
 ME3365'(75.8 FT) NORTH-NORTHEAST OF THE CENTER OF A STORM DRAIN, AND 11.2 M
 ME3365'(36.7 FT) SOUTH-SOUTHWEST OF AND LEVEL WITH THE SOUTHWEST EDGE OF THE
 ME3365'TERMINAL APRON.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ME3365'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 ME3365'CLASS A MARK.
 ME3365
 ME3365                          STATION RECOVERY (2003)
 ME3365
 ME3365'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2003
 ME3365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1968 ***********************************************************************
 MD1968  DESIGNATION -  G 368
 MD1968  PID         -  MD1968
 MD1968  STATE/COUNTY-  IN/ALLEN
 MD1968  COUNTRY     -  US
 MD1968  USGS QUAD   -  ARCOLA (2019)
 MD1968
 MD1968                         *CURRENT SURVEY CONTROL
 MD1968  ______________________________________________________________________
 MD1968* NAD 83(1986) POSITION- 41 06 24.     (N) 085 18 41.     (W)   SCALED
 MD1968* NAVD 88 ORTHO HEIGHT -   257.181 (meters)      843.77  (feet) ADJUSTED
 MD1968  ______________________________________________________________________
 MD1968  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 MD1968  DYNAMIC HEIGHT  -        257.081 (meters)      843.44  (feet) COMP
 MD1968  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 MD1968
 MD1968  VERT ORDER      -  FIRST     CLASS II
 MD1968
 MD1968.The horizontal coordinates were scaled from a map and have
 MD1968.an estimated accuracy of +/- 6 seconds.
 MD1968
 MD1968.The orthometric height was determined by differential leveling and
 MD1968.adjusted by the NATIONAL GEODETIC SURVEY
 MD1968.in April 1995.
 MD1968
 MD1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1968.GEOID18 height accuracy estimate available here.
 MD1968
 MD1968.Click photographs - Photos may exist for this station.
 MD1968
 MD1968.The dynamic height is computed by dividing the NAVD 88
 MD1968.geopotential number by the normal gravity value computed on the
 MD1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1968.degrees latitude (g = 980.6199 gals.).
 MD1968
 MD1968.The modeled gravity was interpolated from observed gravity values.
 MD1968
 MD1968;                    North         East    Units  Estimated Accuracy
 MD1968;SPC IN E     -   650,460.      129,840.      MT  (+/- 180 meters Scaled)
 MD1968
 MD1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL417519(NAD 83)
 MD1968
 MD1968                          SUPERSEDED SURVEY CONTROL
 MD1968
 MD1968  NGVD 29 (01/19/93)  257.339  (m)          844.29   (f) ADJUSTED    1 2
 MD1968
 MD1968.Superseded values are not recommended for survey control.
 MD1968
 MD1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1968.See file dsdata.pdf to determine how the superseded data were derived.
 MD1968
 MD1968_MARKER: I = METAL ROD
 MD1968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1968_STAMPING: G 368 1992
 MD1968_MARK LOGO: NGS
 MD1968_PROJECTION: FLUSH
 MD1968_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1968+STABILITY: POSITION/ELEVATION WELL
 MD1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1968+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1968_ROD/PIPE-DEPTH: 9.8 meters
 MD1968_SLEEVE-DEPTH  : 3.1 meters
 MD1968
 MD1968  HISTORY     - Date     Condition        Report By
 MD1968  HISTORY     - 1992     MONUMENTED       NGS
 MD1968
 MD1968                          STATION DESCRIPTION
 MD1968
 MD1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1968'1.1 KM (0.70 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1968'JUNCTION OF ARCOLA ROAD IN ARCOLA, 15.6 M (51.2 FT) NORTHEAST OF THE
 MD1968'NEAR RAIL, 13.0 M (42.7 FT) NORTHWEST OF THE CENTER OF A FIELD ROAD,
 MD1968'7.4 M (24.3 FT) WEST OF A CONCRETE FENCE POST, 2.1 M (6.9 FT)
 MD1968'SOUTHWEST OF A WITNESS POST AND FENCE, AND 1.7 M (5.6 FT) BELOW THE
 MD1968'LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MD1968'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1072 ***********************************************************************
 LA1072  DESIGNATION -  G 37
 LA1072  PID         -  LA1072
 LA1072  STATE/COUNTY-  IN/BLACKFORD
 LA1072  COUNTRY     -  US
 LA1072  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1072
 LA1072                         *CURRENT SURVEY CONTROL
 LA1072  ______________________________________________________________________
 LA1072* NAD 83(1986) POSITION- 40 27 19.     (N) 085 23 04.     (W)   SCALED
 LA1072* NAVD 88 ORTHO HEIGHT -   276.996 (meters)      908.78  (feet) ADJUSTED
 LA1072  ______________________________________________________________________
 LA1072  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 LA1072  DYNAMIC HEIGHT  -        276.855 (meters)      908.32  (feet) COMP
 LA1072  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LA1072
 LA1072  VERT ORDER      -  SECOND    CLASS 0
 LA1072
 LA1072.The horizontal coordinates were scaled from a map and have
 LA1072.an estimated accuracy of +/- 6 seconds.
 LA1072
 LA1072.The orthometric height was determined by differential leveling and
 LA1072.adjusted by the NATIONAL GEODETIC SURVEY
 LA1072.in June 1991.
 LA1072
 LA1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1072.GEOID18 height accuracy estimate available here.
 LA1072
 LA1072.Click photographs - Photos may exist for this station.
 LA1072
 LA1072.The dynamic height is computed by dividing the NAVD 88
 LA1072.geopotential number by the normal gravity value computed on the
 LA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1072.degrees latitude (g = 980.6199 gals.).
 LA1072
 LA1072.The modeled gravity was interpolated from observed gravity values.
 LA1072
 LA1072;                    North         East    Units  Estimated Accuracy
 LA1072;SPC IN E     -   578,110.      123,940.      MT  (+/- 180 meters Scaled)
 LA1072
 LA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK369795(NAD 83)
 LA1072
 LA1072                          SUPERSEDED SURVEY CONTROL
 LA1072
 LA1072  NGVD 29 (??/??/92)  277.130  (m)          909.22   (f) ADJ UNCH    2 0
 LA1072
 LA1072.Superseded values are not recommended for survey control.
 LA1072
 LA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1072.See file dsdata.pdf to determine how the superseded data were derived.
 LA1072
 LA1072_MARKER: DB = BENCH MARK DISK
 LA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1072_STAMPING: G 37 1934
 LA1072_MARK LOGO: CGS
 LA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1072+STABILITY: SURFACE MOTION
 LA1072
 LA1072  HISTORY     - Date     Condition        Report By
 LA1072  HISTORY     - 1934     MONUMENTED       CGS
 LA1072  HISTORY     - 1959     MARK NOT FOUND   CGS
 LA1072
 LA1072                          STATION DESCRIPTION
 LA1072
 LA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1072'1 MI W FROM HARTFORD CITY.
 LA1072'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1072'AT HARTFORD CITY, BLACKFORD COUNTY, 3.7 FEET NORTHWEST OF MILEPOST
 LA1072'139, 40 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERHEAD
 LA1072'DOOR CORP. PROPERTY, 18.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 LA1072'TRACK, 26.2 FEET NORTH OF A WIRE FENCE, AND ABOUT 10 INCHES LOWER
 LA1072'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 37 1934 AND
 LA1072'SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION IS
 LA1072'INCONSISTENT WITH CONDITIONS ON GROUND.  A HOLE WAS FOUND 3.7 FT.
 LA1072'NW OF MP 139, BM MAY HAVE BEEN REMOVED FROM THAT POINT, MP 139
 LA1072'IS ON NORTH SIDE OF TRACKS, THEREFORE BM COULD NOT BE 18.8 FT.
 LA1072'SOUTH OF THE MAIN TRACK AS GIVEN IN DESCRIPTION UNLESS THE MP WAS
 LA1072'RELOCATED.  A SEARCH WAS MADE ON THE SOUTH SIDE OF THE TRACKS,
 LA1072'BUT WITH OUT SUCCESS.
 LA1072
 LA1072                          STATION RECOVERY (1959)
 LA1072
 LA1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LA1072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7513 ***********************************************************************
 DR7513  DESIGNATION -  G 375
 DR7513  PID         -  DR7513
 DR7513  STATE/COUNTY-  IN/ELKHART
 DR7513  COUNTRY     -  US
 DR7513  USGS QUAD   -  MILLERSBURG (2019)
 DR7513
 DR7513                         *CURRENT SURVEY CONTROL
 DR7513  ______________________________________________________________________
 DR7513* NAD 83(1986) POSITION- 41 36 10.98   (N) 085 42 59.72   (W)   HD_HELD1
 DR7513* NAVD 88 ORTHO HEIGHT -   273.417 (meters)      897.04  (feet) ADJUSTED
 DR7513  ______________________________________________________________________
 DR7513  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DR7513  DYNAMIC HEIGHT  -        273.311 (meters)      896.69  (feet) COMP
 DR7513  MODELED GRAVITY -    980,228.4   (mgal)                       NAVD 88
 DR7513
 DR7513  VERT ORDER      -  SECOND    CLASS I
 DR7513
 DR7513.The horizontal coordinates were determined by differentially corrected
 DR7513.hand held GPS observations or other comparable positioning techniques
 DR7513.and have an estimated accuracy of +/- 3 meters.
 DR7513
 DR7513.The orthometric height was determined by differential leveling and
 DR7513.adjusted by the NATIONAL GEODETIC SURVEY
 DR7513.in March 2022.
 DR7513
 DR7513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7513.GEOID18 height accuracy estimate available here.
 DR7513
 DR7513.Click photographs - Photos may exist for this station.
 DR7513
 DR7513.The dynamic height is computed by dividing the NAVD 88
 DR7513.geopotential number by the normal gravity value computed on the
 DR7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7513.degrees latitude (g = 980.6199 gals.).
 DR7513
 DR7513.The modeled gravity was interpolated from observed gravity values.
 DR7513
 DR7513;                    North         East    Units  Estimated Accuracy
 DR7513;SPC IN E     -   705,531.7      95,838.4     MT  (+/- 3 meters HH1 GPS) 
 DR7513
 DR7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0694806500(NAD 83)
 DR7513
 DR7513                          SUPERSEDED SURVEY CONTROL
 DR7513
 DR7513.No superseded survey control is available for this station.
 DR7513
 DR7513_MARKER: F = FLANGE-ENCASED ROD
 DR7513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7513_STAMPING: G 375 2018
 DR7513_MARK LOGO: NONE
 DR7513_PROJECTION: RECESSED 8 CENTIMETERS
 DR7513_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7513+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 DR7513_ROD/PIPE-DEPTH: 10.5 meters
 DR7513_SLEEVE-DEPTH  : 0.9 meters
 DR7513
 DR7513  HISTORY     - Date     Condition        Report By
 DR7513  HISTORY     - 20180606 MONUMENTED       INDOT
 DR7513
 DR7513                          STATION DESCRIPTION
 DR7513
 DR7513'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7513'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF GOSHEN,
 DR7513'5.3 MI (8.5 KM) NORTH-NORTHWEST OF MILLERSBURG AND 5.0 MI (8.0 KM)
 DR7513'SOUTH OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7513'
 DR7513'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7513'TRAVEL SOUTH 3.52 MI (5.66 KM) ALONG STATE ROAD 13 TO STATE ROAD 4.
 DR7513'TURN RIGHT (WEST) AND TRAVEL 0.61 MI (0.98 KM) ALONG STATE ROAD 4 TO
 DR7513'THE MONUMENT ON THE LEFT (SOUTH) SIDE OF THE ROAD, NEAR THE EAST
 DR7513'PROPERTY LINE OF 13146 STATE ROAD 4.
 DR7513'
 DR7513'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 35 FT (10.7
 DR7513'M) SOUTH OF THE ROAD CENTERLINE.  IT IS LOCATED 148.45 FT (45.2 M)
 DR7513'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A METAL BUILDING, 155.83 FT
 DR7513'(47.5 M) EAST OF A MAG NAIL SET IN THE EAST FACE OF POWER POLE
 DR7513'1068-920, 67.41 FT (20.5 M) WEST OF A MAG NAIL SET IN TRUNK HIGHWAY
 DR7513'WEST FACE OF POWER POLE 696-067 AND 6.34 FT (1.9 M) NORTHWEST OF A MAG
 DR7513'NAIL SET IN THE NORTHWEST FACE OF WOOD FENCE CORNER POST.
 DR7513'
 DR7513'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7513'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7539 ***********************************************************************
 DR7539  DESIGNATION -  G 376
 DR7539  PID         -  DR7539
 DR7539  STATE/COUNTY-  IN/LAGRANGE
 DR7539  COUNTRY     -  US
 DR7539  USGS QUAD   -  LAGRANGE (2019)
 DR7539
 DR7539                         *CURRENT SURVEY CONTROL
 DR7539  ______________________________________________________________________
 DR7539* NAD 83(1986) POSITION- 41 38 29.59   (N) 085 22 46.08   (W)   HD_HELD1
 DR7539* NAVD 88 ORTHO HEIGHT -   285.088 (meters)      935.33  (feet) ADJUSTED
 DR7539  ______________________________________________________________________
 DR7539  GEOID HEIGHT    -        -33.230 (meters)                     GEOID18
 DR7539  DYNAMIC HEIGHT  -        284.978 (meters)      934.97  (feet) COMP
 DR7539  MODELED GRAVITY -    980,231.4   (mgal)                       NAVD 88
 DR7539
 DR7539  VERT ORDER      -  SECOND    CLASS I
 DR7539
 DR7539.The horizontal coordinates were determined by differentially corrected
 DR7539.hand held GPS observations or other comparable positioning techniques
 DR7539.and have an estimated accuracy of +/- 3 meters.
 DR7539
 DR7539.The orthometric height was determined by differential leveling and
 DR7539.adjusted by the NATIONAL GEODETIC SURVEY
 DR7539.in March 2022.
 DR7539
 DR7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7539.GEOID18 height accuracy estimate available here.
 DR7539
 DR7539.Click photographs - Photos may exist for this station.
 DR7539
 DR7539.The dynamic height is computed by dividing the NAVD 88
 DR7539.geopotential number by the normal gravity value computed on the
 DR7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7539.degrees latitude (g = 980.6199 gals.).
 DR7539
 DR7539.The modeled gravity was interpolated from observed gravity values.
 DR7539
 DR7539;                    North         East    Units  Estimated Accuracy
 DR7539;SPC IN E     -   709,846.6     123,927.0     MT  (+/- 3 meters HH1 GPS) 
 DR7539
 DR7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3496111247(NAD 83)
 DR7539
 DR7539                          SUPERSEDED SURVEY CONTROL
 DR7539
 DR7539.No superseded survey control is available for this station.
 DR7539
 DR7539_MARKER: F = FLANGE-ENCASED ROD
 DR7539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7539_STAMPING: G 376 2018
 DR7539_MARK LOGO: NONE
 DR7539_PROJECTION: RECESSED 8 CENTIMETERS
 DR7539_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7539+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 DR7539_ROD/PIPE-DEPTH: 13.3 meters
 DR7539_SLEEVE-DEPTH  : 0.9 meters
 DR7539
 DR7539  HISTORY     - Date     Condition        Report By
 DR7539  HISTORY     - 20180625 MONUMENTED       INDOT
 DR7539
 DR7539                          STATION DESCRIPTION
 DR7539
 DR7539'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7539'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF WOLCOTTVILLE, 6.0
 DR7539'MI (9.7 KM) WEST-SOUTHWEST OF MONGO AND 1.9 MI (3.1 KM) EAST OF
 DR7539'LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7539'
 DR7539'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7539'LAGRANGE, TRAVEL EAST 1.99 MI (3.20 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7539'MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 DR7539'
 DR7539'THE STATION IS FLUSH WITH THE GROUND, 34.5 FT (10.5 M) SOUTH OF THE
 DR7539'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 410 FT (125.0 M) EAST OF
 DR7539'THE CENTERLINE OF THE PRIVATE DRIVE FOR 2330 U.S. HIGHWAY 20.  IT IS
 DR7539'LOCATED 134.32 FT (40.9 M) SOUTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7539'R3103-25-19-88, 87.41 FT (26.6 M) SOUTH-SOUTHWEST OF A MAG NAIL SET IN
 DR7539'TELEPHONE POLE 30065 AND 20.37 FT (6.2 M) NORTHWEST OF A MAG NAIL SET
 DR7539'IN POWER POLE 108-0838.
 DR7539'
 DR7539'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7539'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7563 ***********************************************************************
 DR7563  DESIGNATION -  G 377
 DR7563  PID         -  DR7563
 DR7563  STATE/COUNTY-  IN/STEUBEN
 DR7563  COUNTRY     -  US
 DR7563  USGS QUAD   -  ANGOLA WEST (2019)
 DR7563
 DR7563                         *CURRENT SURVEY CONTROL
 DR7563  ______________________________________________________________________
 DR7563* NAD 83(1986) POSITION- 41 38 05.66   (N) 085 00 13.35   (W)   HD_HELD1
 DR7563* NAVD 88 ORTHO HEIGHT -   322.745 (meters)     1058.87  (feet) ADJUSTED
 DR7563  ______________________________________________________________________
 DR7563  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 DR7563  DYNAMIC HEIGHT  -        322.623 (meters)     1058.47  (feet) COMP
 DR7563  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 DR7563
 DR7563  VERT ORDER      -  SECOND    CLASS I
 DR7563
 DR7563.The horizontal coordinates were determined by differentially corrected
 DR7563.hand held GPS observations or other comparable positioning techniques
 DR7563.and have an estimated accuracy of +/- 3 meters.
 DR7563
 DR7563.The orthometric height was determined by differential leveling and
 DR7563.adjusted by the NATIONAL GEODETIC SURVEY
 DR7563.in March 2022.
 DR7563
 DR7563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7563.GEOID18 height accuracy estimate available here.
 DR7563
 DR7563.Click photographs - Photos may exist for this station.
 DR7563
 DR7563.The dynamic height is computed by dividing the NAVD 88
 DR7563.geopotential number by the normal gravity value computed on the
 DR7563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7563.degrees latitude (g = 980.6199 gals.).
 DR7563
 DR7563.The modeled gravity was interpolated from observed gravity values.
 DR7563
 DR7563;                    North         East    Units  Estimated Accuracy
 DR7563;SPC IN E     -   709,280.8     155,237.8     MT  (+/- 3 meters HH1 GPS) 
 DR7563
 DR7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6627311166(NAD 83)
 DR7563
 DR7563                          SUPERSEDED SURVEY CONTROL
 DR7563
 DR7563.No superseded survey control is available for this station.
 DR7563
 DR7563_MARKER: DV = VERTICAL CONTROL DISK
 DR7563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7563+WITH SETTING: PAVEMENT
 DR7563_SP_SET: LIGHT POLE BASE
 DR7563_STAMPING: 2018 G 377
 DR7563_MARK LOGO: INDOT
 DR7563_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7563+STABILITY: SURFACE MOTION
 DR7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7563+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 DR7563
 DR7563  HISTORY     - Date     Condition        Report By
 DR7563  HISTORY     - 20180717 MONUMENTED       INDOT
 DR7563
 DR7563                          STATION DESCRIPTION
 DR7563
 DR7563'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7563'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF HAMILTON, 8.1
 DR7563'MI (13.0 KM) NORTH-NORTHEAST OF ASHLEY AND IN THE TOWN OF ANGOLA, IN.
 DR7563'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7563'
 DR7563'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 (AKA WEST MAUMEE
 DR7563'STREET) AND STATE ROAD 127 (AKA SOUTH WAYNE STREET), TRAVEL WEST 0.23
 DR7563'MI (0.37 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON THE RIGHT
 DR7563'(NORTH) SIDE OF THE ROAD, LOCATED EAST OF NORTH DARLING STREET.
 DR7563'
 DR7563'THE MARK IS LOCATED APPROXIMATELY 42 FT (12.8 M) NORTH OF THE U.S.
 DR7563'HIGHWAY 20 CENTERLINE AND APPROXIMATELY 78 FT (23.8 M) EAST OF THE
 DR7563'NORTH DARLING STREET CENTERLINE.  IT IS LOCATED 14.82 FT (4.5 M) NORTH
 DR7563'OF THE NORTHEAST CORNER OF A CONCRETE LIGHT POLE BASE, 39.62 FT (12.1
 DR7563'M) EAST-NORTHEAST OF A CUT-X IN THE NORTHEAST BONNET BOLT OF A FIRE
 DR7563'HYDRANT, 53.34 FT (16.3 M) EAST-NORTHEAST OF A MAG NAIL SET IN THE
 DR7563'EAST FACE OF POWER POLE 491-613 AND 72.38 FT (22.1 M) SOUTH OF THE
 DR7563'SOUTH FACE OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7586 ***********************************************************************
 DR7586  DESIGNATION -  G 378
 DR7586  PID         -  DR7586
 DR7586  STATE/COUNTY-  IN/STEUBEN
 DR7586  COUNTRY     -  US
 DR7586  USGS QUAD   -  STROH (2019)
 DR7586
 DR7586                         *CURRENT SURVEY CONTROL
 DR7586  ______________________________________________________________________
 DR7586* NAD 83(1986) POSITION- 41 36 24.37   (N) 085 10 08.78   (W)   HD_HELD1
 DR7586* NAVD 88 ORTHO HEIGHT -   310.149 (meters)     1017.55  (feet) ADJUSTED
 DR7586  ______________________________________________________________________
 DR7586  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 DR7586  DYNAMIC HEIGHT  -        310.030 (meters)     1017.16  (feet) COMP
 DR7586  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 DR7586
 DR7586  VERT ORDER      -  SECOND    CLASS I
 DR7586
 DR7586.The horizontal coordinates were determined by differentially corrected
 DR7586.hand held GPS observations or other comparable positioning techniques
 DR7586.and have an estimated accuracy of +/- 3 meters.
 DR7586
 DR7586.The orthometric height was determined by differential leveling and
 DR7586.adjusted by the NATIONAL GEODETIC SURVEY
 DR7586.in March 2022.
 DR7586
 DR7586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7586.GEOID18 height accuracy estimate available here.
 DR7586
 DR7586.Click photographs - Photos may exist for this station.
 DR7586
 DR7586.The dynamic height is computed by dividing the NAVD 88
 DR7586.geopotential number by the normal gravity value computed on the
 DR7586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7586.degrees latitude (g = 980.6199 gals.).
 DR7586
 DR7586.The modeled gravity was interpolated from observed gravity values.
 DR7586
 DR7586;                    North         East    Units  Estimated Accuracy
 DR7586;SPC IN E     -   706,063.2     141,474.8     MT  (+/- 3 meters HH1 GPS) 
 DR7586
 DR7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5256307736(NAD 83)
 DR7586
 DR7586                          SUPERSEDED SURVEY CONTROL
 DR7586
 DR7586.No superseded survey control is available for this station.
 DR7586
 DR7586_MARKER: F = FLANGE-ENCASED ROD
 DR7586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7586_STAMPING: G 378 2018
 DR7586_MARK LOGO: NONE
 DR7586_PROJECTION: RECESSED 8 CENTIMETERS
 DR7586_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7586+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2018
 DR7586_ROD/PIPE-DEPTH: 21.8 meters
 DR7586_SLEEVE-DEPTH  : 0.9 meters
 DR7586
 DR7586  HISTORY     - Date     Condition        Report By
 DR7586  HISTORY     - 20180802 MONUMENTED       INDOT
 DR7586
 DR7586                          STATION DESCRIPTION
 DR7586
 DR7586'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7586'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF MONGO, 7.7 MI
 DR7586'(12.4 KM) NORTHWEST OF ASHLEY AND 2.4 MI (3.9 KM) NORTHEAST OF STROH.
 DR7586'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7586'
 DR7586'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7586'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7586'327 TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED IN
 DR7586'THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE ROAD 327 AND
 DR7586'COUNTY ROAD EAST 250 SOUTH.
 DR7586'
 DR7586'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED 47 FT (14.3 M)
 DR7586'EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 327, 51.44 FT (15.7
 DR7586'M) SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF STATE
 DR7586'ROAD 327 AND COUNTY ROAD 250S, 23 FT (7.0 M) SOUTH OF THE APPROXIMATE
 DR7586'CENTERLINE OF COUNTY ROAD 250S AND 18.31 FT (5.6 M) WEST OF A MAG NAIL
 DR7586'SET IN THE WEST FACE OF A POWER POLE (NO NUMBER).
 DR7586'
 DR7586'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7586'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0336 ***********************************************************************
 LA0336  DESIGNATION -  G 38
 LA0336  PID         -  LA0336
 LA0336  STATE/COUNTY-  IN/JAY
 LA0336  COUNTRY     -  US
 LA0336  USGS QUAD   -  FORT RECOVERY (2016)
 LA0336
 LA0336                         *CURRENT SURVEY CONTROL
 LA0336  ______________________________________________________________________
 LA0336* NAD 83(1986) POSITION- 40 25 10.     (N) 084 50 38.     (W)   SCALED
 LA0336* NAVD 88 ORTHO HEIGHT -   284.376 (meters)      932.99  (feet) ADJUSTED
 LA0336  ______________________________________________________________________
 LA0336  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 LA0336  DYNAMIC HEIGHT  -        284.237 (meters)      932.53  (feet) COMP
 LA0336  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 LA0336
 LA0336  VERT ORDER      -  SECOND    CLASS 0
 LA0336
 LA0336.The horizontal coordinates were scaled from a map and have
 LA0336.an estimated accuracy of +/- 6 seconds.
 LA0336
 LA0336.The orthometric height was determined by differential leveling and
 LA0336.adjusted by the NATIONAL GEODETIC SURVEY
 LA0336.in June 1991.
 LA0336
 LA0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0336.GEOID18 height accuracy estimate available here.
 LA0336
 LA0336.Click photographs - Photos may exist for this station.
 LA0336
 LA0336.The dynamic height is computed by dividing the NAVD 88
 LA0336.geopotential number by the normal gravity value computed on the
 LA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0336.degrees latitude (g = 980.6199 gals.).
 LA0336
 LA0336.The modeled gravity was interpolated from observed gravity values.
 LA0336
 LA0336;                    North         East    Units  Estimated Accuracy
 LA0336;SPC IN E     -   574,420.      169,830.      MT  (+/- 180 meters Scaled)
 LA0336
 LA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK829765(NAD 83)
 LA0336
 LA0336                          SUPERSEDED SURVEY CONTROL
 LA0336
 LA0336  NGVD 29 (??/??/92)  284.533  (m)          933.51   (f) ADJ UNCH    2 0
 LA0336
 LA0336.Superseded values are not recommended for survey control.
 LA0336
 LA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0336.See file dsdata.pdf to determine how the superseded data were derived.
 LA0336
 LA0336_MARKER: DB = BENCH MARK DISK
 LA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0336_STAMPING: G 38 1934
 LA0336_MARK LOGO: CGS
 LA0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0336+STABILITY: SURFACE MOTION
 LA0336
 LA0336  HISTORY     - Date     Condition        Report By
 LA0336  HISTORY     - 1934     MONUMENTED       CGS
 LA0336
 LA0336                          STATION DESCRIPTION
 LA0336
 LA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0336'7.4 MI E FROM PORTLAND.
 LA0336'7.4 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA0336'FROM THE STATION AT PORTLAND, JAY COUNTY, 0.5 MILE WEST OF MILEPOST
 LA0336'P 278-S 138, ABOUT 150 YARDS NORTH OF A LARGE TWO-STORY HOUSE IN
 LA0336'THE SOUTHEAST ANGLE OF A ROAD CROSSING, 9 YARDS SOUTH OF THE SOUTH
 LA0336'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LA0336'DISK, STAMPED G 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0291 ***********************************************************************
 KA0291  DESIGNATION -  G 4
 KA0291  PID         -  KA0291
 KA0291  STATE/COUNTY-  IN/MARION
 KA0291  COUNTRY     -  US
 KA0291  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0291
 KA0291                         *CURRENT SURVEY CONTROL
 KA0291  ______________________________________________________________________
 KA0291* NAD 83(1986) POSITION- 39 50 28.     (N) 086 01 37.     (W)   SCALED
 KA0291* NAVD 88 ORTHO HEIGHT -   265.526 (meters)      871.15  (feet) ADJUSTED
 KA0291  ______________________________________________________________________
 KA0291  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 KA0291  DYNAMIC HEIGHT  -        265.377 (meters)      870.66  (feet) COMP
 KA0291  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 KA0291
 KA0291  VERT ORDER      -  FIRST     CLASS II
 KA0291
 KA0291.The horizontal coordinates were scaled from a map and have
 KA0291.an estimated accuracy of +/- 6 seconds.
 KA0291
 KA0291.The orthometric height was determined by differential leveling and
 KA0291.adjusted by the NATIONAL GEODETIC SURVEY
 KA0291.in June 1991.
 KA0291
 KA0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0291.GEOID18 height accuracy estimate available here.
 KA0291
 KA0291.Click photographs - Photos may exist for this station.
 KA0291
 KA0291.The dynamic height is computed by dividing the NAVD 88
 KA0291.geopotential number by the normal gravity value computed on the
 KA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0291.degrees latitude (g = 980.6199 gals.).
 KA0291
 KA0291.The modeled gravity was interpolated from observed gravity values.
 KA0291
 KA0291;                    North         East    Units  Estimated Accuracy
 KA0291;SPC IN E     -   509,940.       69,160.      MT  (+/- 180 meters Scaled)
 KA0291
 KA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK832105(NAD 83)
 KA0291
 KA0291                          SUPERSEDED SURVEY CONTROL
 KA0291
 KA0291  NGVD 29 (??/??/92)  265.663  (m)          871.60   (f) ADJ UNCH    1 2
 KA0291
 KA0291.Superseded values are not recommended for survey control.
 KA0291
 KA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0291.See file dsdata.pdf to determine how the superseded data were derived.
 KA0291
 KA0291_MARKER: DB = BENCH MARK DISK
 KA0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0291_SP_SET: CULVERT HEADWALL
 KA0291_STAMPING: ELEV 871.639 FT G 4
 KA0291_MARK LOGO: CGS
 KA0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0291+STABILITY: SURFACE MOTION
 KA0291
 KA0291  HISTORY     - Date     Condition        Report By
 KA0291  HISTORY     - 1916     MONUMENTED       CGS
 KA0291  HISTORY     - 1947     GOOD             CGS
 KA0291  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0291  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0291
 KA0291                          STATION DESCRIPTION
 KA0291
 KA0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0291'AT LAWRENCE.
 KA0291'AT LAWRENCE, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 1.05
 KA0291'MILES SOUTHWEST OF THE STATION AT FORT BENJAMIN HARRISON, 127
 KA0291'FEET NORTHEAST AND ACROSS THE TRACKS FROM THE NORTH CORNER OF
 KA0291'THE RAILROAD STATION, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 96
 KA0291'FEET NORTHEAST OF A CYCLONE FENCE CORNER, 4 FEET SOUTHEAST OF THE
 KA0291'CYCLONE FENCE LINE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KA0291'NORTHWEST STONE HEAD WALL OF CULVERT NO. 454 AND ABOUT 2.5 FEET
 KA0291'BELOW THE TRACK.  NOTE-- THE RAILROAD FILL HAS BEEN WIDENED AND
 KA0291'ONLY A PIPE EXTENDED NORTHWEST OF THE HEAD WALL.  IT IS PROBABLE
 KA0291'THAT THE HEAD WALL WILL BE COVERED BUT THERE ARE NO INDICATIONS
 KA0291'THAT IS WILL BE DESTROYED.
 KA0291
 KA0291                          STATION RECOVERY (1959)
 KA0291
 KA0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0291'MARK NOT FOUND.
 KA0291
 KA0291                          STATION RECOVERY (1976)
 KA0291
 KA0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1054 ***********************************************************************
 LA1054  DESIGNATION -  G 40
 LA1054  PID         -  LA1054
 LA1054  STATE/COUNTY-  IN/RANDOLPH
 LA1054  COUNTRY     -  US
 LA1054  USGS QUAD   -  MODOC (2019)
 LA1054
 LA1054                         *CURRENT SURVEY CONTROL
 LA1054  ______________________________________________________________________
 LA1054* NAD 83(1986) POSITION- 40 04 53.     (N) 085 07 37.     (W)   SCALED
 LA1054* NAVD 88 ORTHO HEIGHT -   350.284 (meters)     1149.22  (feet) ADJUSTED
 LA1054  ______________________________________________________________________
 LA1054  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 LA1054  DYNAMIC HEIGHT  -        350.094 (meters)     1148.60  (feet) COMP
 LA1054  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 LA1054
 LA1054  VERT ORDER      -  SECOND    CLASS 0
 LA1054
 LA1054.The horizontal coordinates were scaled from a map and have
 LA1054.an estimated accuracy of +/- 6 seconds.
 LA1054
 LA1054.The orthometric height was determined by differential leveling and
 LA1054.adjusted by the NATIONAL GEODETIC SURVEY
 LA1054.in June 1991.
 LA1054
 LA1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1054.GEOID18 height accuracy estimate available here.
 LA1054
 LA1054.Click photographs - Photos may exist for this station.
 LA1054
 LA1054.The dynamic height is computed by dividing the NAVD 88
 LA1054.geopotential number by the normal gravity value computed on the
 LA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1054.degrees latitude (g = 980.6199 gals.).
 LA1054
 LA1054.The modeled gravity was interpolated from observed gravity values.
 LA1054
 LA1054;                    North         East    Units  Estimated Accuracy
 LA1054;SPC IN E     -   536,690.      146,030.      MT  (+/- 180 meters Scaled)
 LA1054
 LA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK596384(NAD 83)
 LA1054
 LA1054                          SUPERSEDED SURVEY CONTROL
 LA1054
 LA1054  NGVD 29 (??/??/92)  350.421  (m)         1149.67   (f) ADJ UNCH    2 0
 LA1054
 LA1054.Superseded values are not recommended for survey control.
 LA1054
 LA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1054.See file dsdata.pdf to determine how the superseded data were derived.
 LA1054
 LA1054_MARKER: DB = BENCH MARK DISK
 LA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1054_STAMPING: G 40 1934
 LA1054_MARK LOGO: CGS
 LA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1054+STABILITY: SURFACE MOTION
 LA1054
 LA1054  HISTORY     - Date     Condition        Report By
 LA1054  HISTORY     - 1934     MONUMENTED       CGS
 LA1054  HISTORY     - 1947     GOOD             CGS
 LA1054  HISTORY     - 1987     POOR             LOCSUR
 LA1054
 LA1054                          STATION DESCRIPTION
 LA1054
 LA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1054'2.3 MI N FROM MODOC.
 LA1054'2.3 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION WITH
 LA1054'U.S. HIGHWAY 36 AT MODOC, ABOUT 0.7 MILE SOUTH OF A CROSS ROAD,
 LA1054'0.3 MILE NORTH OF A CROSS ROAD, 0.2 MILE SOUTH OF A CHURCH, NEAR
 LA1054'THE TOP OF A GRADE, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA1054'1.9 FEET NORTHEAST OF THE YARD CORNER POST OF THE FENCE AROUND
 LA1054'THE SCOTT FARM HOUSE, 5.5 FEET SOUTH OF A POWER POLE, ABOUT LEVEL
 LA1054'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1054'6 INCHES.
 LA1054
 LA1054                          STATION RECOVERY (1987)
 LA1054
 LA1054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CM)
 LA1054'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1015 ***********************************************************************
 LA1015  DESIGNATION -  G 41
 LA1015  PID         -  LA1015
 LA1015  STATE/COUNTY-  IN/DELAWARE
 LA1015  COUNTRY     -  US
 LA1015  USGS QUAD   -  MUNCIE WEST (2019)
 LA1015
 LA1015                         *CURRENT SURVEY CONTROL
 LA1015  ______________________________________________________________________
 LA1015* NAD 83(1986) POSITION- 40 11 19.     (N) 085 23 08.     (W)   SCALED
 LA1015* NAVD 88 ORTHO HEIGHT -   289.502 (meters)      949.81  (feet) ADJUSTED
 LA1015  ______________________________________________________________________
 LA1015  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 LA1015  DYNAMIC HEIGHT  -        289.347 (meters)      949.30  (feet) COMP
 LA1015  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 LA1015
 LA1015  VERT ORDER      -  SECOND    CLASS 0
 LA1015
 LA1015.The horizontal coordinates were scaled from a map and have
 LA1015.an estimated accuracy of +/- 6 seconds.
 LA1015
 LA1015.The orthometric height was determined by differential leveling and
 LA1015.adjusted by the NATIONAL GEODETIC SURVEY
 LA1015.in June 1991.
 LA1015
 LA1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1015.GEOID18 height accuracy estimate available here.
 LA1015
 LA1015.Click photographs - Photos may exist for this station.
 LA1015
 LA1015.The dynamic height is computed by dividing the NAVD 88
 LA1015.geopotential number by the normal gravity value computed on the
 LA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1015.degrees latitude (g = 980.6199 gals.).
 LA1015
 LA1015.The modeled gravity was interpolated from observed gravity values.
 LA1015
 LA1015;                    North         East    Units  Estimated Accuracy
 LA1015;SPC IN E     -   548,500.      123,940.      MT  (+/- 180 meters Scaled)
 LA1015
 LA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK374499(NAD 83)
 LA1015
 LA1015                          SUPERSEDED SURVEY CONTROL
 LA1015
 LA1015  NGVD 29 (??/??/92)  289.638  (m)          950.25   (f) ADJ UNCH    2 0
 LA1015
 LA1015.Superseded values are not recommended for survey control.
 LA1015
 LA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1015.See file dsdata.pdf to determine how the superseded data were derived.
 LA1015
 LA1015_MARKER: DB = BENCH MARK DISK
 LA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1015_STAMPING: G 41 1934
 LA1015_MARK LOGO: CGS
 LA1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1015+STABILITY: SURFACE MOTION
 LA1015
 LA1015  HISTORY     - Date     Condition        Report By
 LA1015  HISTORY     - 1934     MONUMENTED       CGS
 LA1015
 LA1015                          STATION DESCRIPTION
 LA1015
 LA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1015'AT MUNCIE.
 LA1015'AT MUNCIE, DELAWARE COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 LA1015'AND ST. LOUIS RAILWAY, IN THE NORTHEAST ANGLE OF THE MULBERRY
 LA1015'STREET CROSSING, 33 FEET EAST OF THE EAST CURB OF THE STREET,
 LA1015'18.2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 20.4 FEET SOUTH
 LA1015'OF THE SOUTH RAIL OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA1015'TRACK, 9.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 LA1015'SIGNAL BASE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LA1015'G 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1431 ***********************************************************************
 LA1431  DESIGNATION -  G 42
 LA1431  PID         -  LA1431
 LA1431  STATE/COUNTY-  IN/MADISON
 LA1431  COUNTRY     -  US
 LA1431  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1431
 LA1431                         *CURRENT SURVEY CONTROL
 LA1431  ______________________________________________________________________
 LA1431* NAD 83(1986) POSITION- 40 05 16.     (N) 085 44 56.     (W)   SCALED
 LA1431* NAVD 88 ORTHO HEIGHT -   268.297 (meters)      880.24  (feet) ADJUSTED
 LA1431  ______________________________________________________________________
 LA1431  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LA1431  DYNAMIC HEIGHT  -        268.150 (meters)      879.76  (feet) COMP
 LA1431  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LA1431
 LA1431  VERT ORDER      -  SECOND    CLASS 0
 LA1431
 LA1431.The horizontal coordinates were scaled from a map and have
 LA1431.an estimated accuracy of +/- 6 seconds.
 LA1431
 LA1431.The orthometric height was determined by differential leveling and
 LA1431.adjusted by the NATIONAL GEODETIC SURVEY
 LA1431.in June 1991.
 LA1431
 LA1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1431.GEOID18 height accuracy estimate available here.
 LA1431
 LA1431.Click photographs - Photos may exist for this station.
 LA1431
 LA1431.The dynamic height is computed by dividing the NAVD 88
 LA1431.geopotential number by the normal gravity value computed on the
 LA1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1431.degrees latitude (g = 980.6199 gals.).
 LA1431
 LA1431.The modeled gravity was interpolated from observed gravity values.
 LA1431
 LA1431;                    North         East    Units  Estimated Accuracy
 LA1431;SPC IN E     -   537,270.       92,990.      MT  (+/- 180 meters Scaled)
 LA1431
 LA1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK066382(NAD 83)
 LA1431
 LA1431                          SUPERSEDED SURVEY CONTROL
 LA1431
 LA1431  NGVD 29 (??/??/92)  268.432  (m)          880.68   (f) ADJ UNCH    2 0
 LA1431
 LA1431.Superseded values are not recommended for survey control.
 LA1431
 LA1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1431.See file dsdata.pdf to determine how the superseded data were derived.
 LA1431
 LA1431_MARKER: DB = BENCH MARK DISK
 LA1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1431_STAMPING: G 42 1934
 LA1431_MARK LOGO: CGS
 LA1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1431+STABILITY: SURFACE MOTION
 LA1431
 LA1431  HISTORY     - Date     Condition        Report By
 LA1431  HISTORY     - 1934     MONUMENTED       CGS
 LA1431  HISTORY     - 1947     GOOD             CGS
 LA1431
 LA1431                          STATION DESCRIPTION
 LA1431
 LA1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1431'3.8 MI W FROM ANDERSON.
 LA1431'ABOUT 3.75 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM
 LA1431'THE MERIDIAN STREET STATION AT ANDERSON, AT A GRAVEL ROAD CROSSING,
 LA1431'14.2 FEET SOUTH OF THE SOUTH RAIL, 33 FEET EAST OF THE CENTER
 LA1431'LINE OF THE GRAVEL ROAD, 2.5 FEET NORTH OF THE FENCE LINE, 17
 LA1431'FEET EAST OF A FENCE CORNER POST, 2 FEET WEST OF A WHITE WOODEN
 LA1431'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 LA1431'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0257 ***********************************************************************
 KA0257  DESIGNATION -  G 43 RESET
 KA0257  PID         -  KA0257
 KA0257  STATE/COUNTY-  IN/MARION
 KA0257  COUNTRY     -  US
 KA0257  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0257
 KA0257                         *CURRENT SURVEY CONTROL
 KA0257  ______________________________________________________________________
 KA0257* NAD 83(1986) POSITION- 39 47 52.     (N) 086 08 24.     (W)   SCALED
 KA0257* NAVD 88 ORTHO HEIGHT -   222.39  (meters)      729.6   (feet) RESET
 KA0257  ______________________________________________________________________
 KA0257  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 KA0257  VERT ORDER      -  THIRD
 KA0257
 KA0257.The horizontal coordinates were scaled from a map and have
 KA0257.an estimated accuracy of +/- 6 seconds.
 KA0257
 KA0257.The orthometric height was computed from unverified reset data.
 KA0257
 KA0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0257.GEOID18 height accuracy estimate available here.
 KA0257
 KA0257.Click photographs - Photos may exist for this station.
 KA0257
 KA0257;                    North         East    Units  Estimated Accuracy
 KA0257;SPC IN E     -   505,170.       59,460.      MT  (+/- 180 meters Scaled)
 KA0257
 KA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736056(NAD 83)
 KA0257
 KA0257                          SUPERSEDED SURVEY CONTROL
 KA0257
 KA0257  NGVD 29 (??/??/??)  222.52   (m)          730.1    (f) RESET       3  
 KA0257
 KA0257.Superseded values are not recommended for survey control.
 KA0257
 KA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0257.See file dsdata.pdf to determine how the superseded data were derived.
 KA0257
 KA0257_MARKER: DB = BENCH MARK DISK
 KA0257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0257+WITH SETTING: PAVEMENT
 KA0257_SP_SET: SEMAPHORE BASE
 KA0257_STAMPING: G 43 RESET 1961
 KA0257_MARK LOGO: CGS
 KA0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0257+STABILITY: SURFACE MOTION
 KA0257
 KA0257  HISTORY     - Date     Condition        Report By
 KA0257  HISTORY     - 1961     MONUMENTED       CGS
 KA0257  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0257
 KA0257                          STATION DESCRIPTION
 KA0257
 KA0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KA0257'1.5 MI NE FROM INDIANAPOLIS.
 KA0257'ABOUT 1.2 MILES N ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0257'RAILROAD FROM MASSACHUSETTS AVENUE, ABOUT 1.0 MILES E OF MERIDIAN
 KA0257'STREET (MAIN N-S STREET THRU THE CENTER OF TOWN), 125 FEET N OF
 KA0257'CENTER LINE OF 40-FOOT PAVEMENT OF E. 22ND STREET, ABOUT 3 YARDS
 KA0257'W OF W RAIL OF THE PARALLEL TRACKS OF NEW YORK, CHICAGO, AND
 KA0257'SAINT LOUIS R.R. AND THE MONON (CHICAGO, INDIANAPOLIS, AND
 KA0257'LOUISVILLE RWY.) R.R., AT THE JUNCTION OF THESE WITH THE BELT LINE
 KA0257'R.R., ABOUT 0.2 FOOT HIGHER THAN TOP OF NEAREST RAIL, STANDARD
 KA0257'DISK IS CEMENTED IN DRILL HOLE IN TOP OF SE CORNER OF 2 1/2-FOOT
 KA0257'SQUARE CONCRETE BASE OF NO. B-108.5 RAILROAD SEMAPHORE SIGNAL,
 KA0257'WHICH BASE PROJECTS 0.5 FOOT ABOVE GROUND.
 KA0257
 KA0257                          STATION RECOVERY (1996)
 KA0257
 KA0257'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2403 ***********************************************************************
 JZ2403  DESIGNATION -  G 44
 JZ2403  PID         -  JZ2403
 JZ2403  STATE/COUNTY-  IN/MADISON
 JZ2403  COUNTRY     -  US
 JZ2403  USGS QUAD   -  SHIRLEY (2019)
 JZ2403
 JZ2403                         *CURRENT SURVEY CONTROL
 JZ2403  ______________________________________________________________________
 JZ2403* NAD 83(1986) POSITION- 39 56 45.     (N) 085 36 12.     (W)   SCALED
 JZ2403* NAVD 88 ORTHO HEIGHT -   299.552 (meters)      982.78  (feet) ADJUSTED
 JZ2403  ______________________________________________________________________
 JZ2403  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 JZ2403  DYNAMIC HEIGHT  -        299.385 (meters)      982.23  (feet) COMP
 JZ2403  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 JZ2403
 JZ2403  VERT ORDER      -  SECOND    CLASS 0
 JZ2403
 JZ2403.The horizontal coordinates were scaled from a map and have
 JZ2403.an estimated accuracy of +/- 6 seconds.
 JZ2403
 JZ2403.The orthometric height was determined by differential leveling and
 JZ2403.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2403.in June 1991.
 JZ2403
 JZ2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2403.GEOID18 height accuracy estimate available here.
 JZ2403
 JZ2403.Click photographs - Photos may exist for this station.
 JZ2403
 JZ2403.The dynamic height is computed by dividing the NAVD 88
 JZ2403.geopotential number by the normal gravity value computed on the
 JZ2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2403.degrees latitude (g = 980.6199 gals.).
 JZ2403
 JZ2403.The modeled gravity was interpolated from observed gravity values.
 JZ2403
 JZ2403;                    North         East    Units  Estimated Accuracy
 JZ2403;SPC IN E     -   521,510.      105,410.      MT  (+/- 180 meters Scaled)
 JZ2403
 JZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK193226(NAD 83)
 JZ2403
 JZ2403                          SUPERSEDED SURVEY CONTROL
 JZ2403
 JZ2403  NGVD 29 (??/??/92)  299.681  (m)          983.20   (f) ADJ UNCH    2 0
 JZ2403
 JZ2403.Superseded values are not recommended for survey control.
 JZ2403
 JZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2403.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2403
 JZ2403_MARKER: DB = BENCH MARK DISK
 JZ2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2403_STAMPING: G 44 1934
 JZ2403_MARK LOGO: CGS
 JZ2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2403+STABILITY: SURFACE MOTION
 JZ2403
 JZ2403  HISTORY     - Date     Condition        Report By
 JZ2403  HISTORY     - 1934     MONUMENTED       CGS
 JZ2403  HISTORY     - 1934     GOOD             CGS
 JZ2403
 JZ2403                          STATION DESCRIPTION
 JZ2403
 JZ2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2403'4.1 MI NW FROM SHIRLEY.
 JZ2403'IN MADISON COUNTY, 4.1 MILES NORTHWEST ALONG THE CLEVELAND,
 JZ2403'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT
 JZ2403'SHIRLEY, HANCOCK COUNTY, 2.1 MILES SOUTHEAST OF THE STATION AT
 JZ2403'MARKLEVILLE, MADISON COUNTY, 2-1/2 RAILS NORTH OF MILEPOST ST.
 JZ2403'J 177, ACROSS THE TRACK FROM POLE 176/41, IN THE NORTHEAST ANGLE
 JZ2403'OF A DIRT-ROAD CROSSING, 40.5 FEET NORTH OF THE CENTERLINE OF
 JZ2403'THE ROAD, 28.2 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A
 JZ2403'WIRE FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 JZ2403'STAMPED G 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1488 ***********************************************************************
 JZ1488  DESIGNATION -  G 45
 JZ1488  PID         -  JZ1488
 JZ1488  STATE/COUNTY-  IN/HENRY
 JZ1488  COUNTRY     -  US
 JZ1488  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1488
 JZ1488                         *CURRENT SURVEY CONTROL
 JZ1488  ______________________________________________________________________
 JZ1488* NAD 83(1986) POSITION- 39 55 28.     (N) 085 19 41.     (W)   SCALED
 JZ1488* NAVD 88 ORTHO HEIGHT -   331.481 (meters)     1087.53  (feet) ADJUSTED
 JZ1488  ______________________________________________________________________
 JZ1488  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 JZ1488  DYNAMIC HEIGHT  -        331.295 (meters)     1086.92  (feet) COMP
 JZ1488  MODELED GRAVITY -    980,054.2   (mgal)                       NAVD 88
 JZ1488
 JZ1488  VERT ORDER      -  SECOND    CLASS 0
 JZ1488
 JZ1488.The horizontal coordinates were scaled from a map and have
 JZ1488.an estimated accuracy of +/- 6 seconds.
 JZ1488
 JZ1488.The orthometric height was determined by differential leveling and
 JZ1488.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1488.in June 1991.
 JZ1488
 JZ1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1488.GEOID18 height accuracy estimate available here.
 JZ1488
 JZ1488.Click photographs - Photos may exist for this station.
 JZ1488
 JZ1488.The dynamic height is computed by dividing the NAVD 88
 JZ1488.geopotential number by the normal gravity value computed on the
 JZ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1488.degrees latitude (g = 980.6199 gals.).
 JZ1488
 JZ1488.The modeled gravity was interpolated from observed gravity values.
 JZ1488
 JZ1488;                    North         East    Units  Estimated Accuracy
 JZ1488;SPC IN E     -   519,180.      128,950.      MT  (+/- 180 meters Scaled)
 JZ1488
 JZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK428207(NAD 83)
 JZ1488
 JZ1488                          SUPERSEDED SURVEY CONTROL
 JZ1488
 JZ1488  NGVD 29 (??/??/92)  331.610  (m)         1087.96   (f) ADJ UNCH    2 0
 JZ1488
 JZ1488.Superseded values are not recommended for survey control.
 JZ1488
 JZ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1488.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1488
 JZ1488_MARKER: DB = BENCH MARK DISK
 JZ1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1488_STAMPING: G 45 1934
 JZ1488_MARK LOGO: CGS
 JZ1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1488+STABILITY: SURFACE MOTION
 JZ1488
 JZ1488  HISTORY     - Date     Condition        Report By
 JZ1488  HISTORY     - 1934     MONUMENTED       CGS
 JZ1488  HISTORY     - 1947     GOOD             CGS
 JZ1488
 JZ1488                          STATION DESCRIPTION
 JZ1488
 JZ1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1488'1.9 MI E FROM NEW CASTLE.
 JZ1488'ABOUT 1.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1488'STATION AT NEW CASTLE, ABOUT 0.45 MILE EAST OF THE CROSSING OF
 JZ1488'STATE HIGHWAY 38, ABOUT 0.45 MILE EAST OF MILE POST 100, ABOUT
 JZ1488'1.25 MILE, (THE FIRST ROAD CROSSING,) WEST OF THE PAVED ROAD
 JZ1488'CROSSING AT ASHLAND, AT A GRAVEL ROAD CROSSING, 26.4 FEET NORTH
 JZ1488'OF THE NORTH RAIL, 17.5 FEET EAST OF THE CENTER LINE OF THE
 JZ1488'GRAVEL ROAD, 3.5 FEET SOUTHWEST OF A FENCE CORNER POST, 1.5 FEET
 JZ1488'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 JZ1488'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1253 ***********************************************************************
 JZ1253  DESIGNATION -  G 46
 JZ1253  PID         -  JZ1253
 JZ1253  STATE/COUNTY-  IN/UNION
 JZ1253  COUNTRY     -  US
 JZ1253  USGS QUAD   -  LIBERTY (2019)
 JZ1253
 JZ1253                         *CURRENT SURVEY CONTROL
 JZ1253  ______________________________________________________________________
 JZ1253* NAD 83(1986) POSITION- 39 37 40.     (N) 084 54 46.     (W)   SCALED
 JZ1253* NAVD 88 ORTHO HEIGHT -   301.004 (meters)      987.54  (feet) ADJUSTED
 JZ1253  ______________________________________________________________________
 JZ1253  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 JZ1253  DYNAMIC HEIGHT  -        300.829 (meters)      986.97  (feet) COMP
 JZ1253  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 JZ1253
 JZ1253  VERT ORDER      -  SECOND    CLASS 0
 JZ1253
 JZ1253.The horizontal coordinates were scaled from a map and have
 JZ1253.an estimated accuracy of +/- 6 seconds.
 JZ1253
 JZ1253.The orthometric height was determined by differential leveling and
 JZ1253.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1253.in June 1991.
 JZ1253
 JZ1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1253.GEOID18 height accuracy estimate available here.
 JZ1253
 JZ1253.Click photographs - Photos may exist for this station.
 JZ1253
 JZ1253.The dynamic height is computed by dividing the NAVD 88
 JZ1253.geopotential number by the normal gravity value computed on the
 JZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1253.degrees latitude (g = 980.6199 gals.).
 JZ1253
 JZ1253.The modeled gravity was interpolated from observed gravity values.
 JZ1253
 JZ1253;                    North         East    Units  Estimated Accuracy
 JZ1253;SPC IN E     -   486,460.      164,720.      MT  (+/- 180 meters Scaled)
 JZ1253
 JZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ791885(NAD 83)
 JZ1253
 JZ1253                          SUPERSEDED SURVEY CONTROL
 JZ1253
 JZ1253  NGVD 29 (??/??/92)  301.16   (m)          988.1    (f) COMPUTED    2 0
 JZ1253
 JZ1253.Superseded values are not recommended for survey control.
 JZ1253
 JZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1253.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1253
 JZ1253_MARKER: DB = BENCH MARK DISK
 JZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1253_STAMPING: G 46 1934
 JZ1253_MARK LOGO: CGS
 JZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1253+STABILITY: SURFACE MOTION
 JZ1253
 JZ1253  HISTORY     - Date     Condition        Report By
 JZ1253  HISTORY     - 1934     MONUMENTED       CGS
 JZ1253
 JZ1253                          STATION DESCRIPTION
 JZ1253
 JZ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1253'1 MI E FROM LIBERTY.
 JZ1253'1.0 MILES E. OF STATION BY RAIL ALONG THE CINCINNATI TO
 JZ1253'INDIANAPOLIS BRANCH OF THE BALTIMORE AND OHIO RAILROAD, 18
 JZ1253'RAILS WEST OF HIGHWAY 27 OVERPASS BRIDGE, 25 YARDS NORTHWEST OF
 JZ1253'NORTHWEST CORNER OF FRAME HOUSE, 7 YARDS SOUTHEAST OF TELEGRAPH
 JZ1253'POLE 51/27, 26.1 FEET SOUTH OF SOUTH RAIL, 1.7 FEET NORTH OF
 JZ1253'WIRE FENCE, LEVEL WITH TOP OF RAIL, IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1254 ***********************************************************************
 JZ1254  DESIGNATION -  G 46 RESET
 JZ1254  PID         -  JZ1254
 JZ1254  STATE/COUNTY-  IN/UNION
 JZ1254  COUNTRY     -  US
 JZ1254  USGS QUAD   -  LIBERTY (2019)
 JZ1254
 JZ1254                         *CURRENT SURVEY CONTROL
 JZ1254  ______________________________________________________________________
 JZ1254* NAD 83(1986) POSITION- 39 37 40.     (N) 084 54 46.     (W)   SCALED
 JZ1254* NAVD 88 ORTHO HEIGHT -   301.19  (meters)      988.2   (feet) RESET
 JZ1254  ______________________________________________________________________
 JZ1254  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 JZ1254  VERT ORDER      -  THIRD
 JZ1254
 JZ1254.The horizontal coordinates were scaled from a map and have
 JZ1254.an estimated accuracy of +/- 6 seconds.
 JZ1254
 JZ1254.The orthometric height was computed from unverified reset data.
 JZ1254
 JZ1254.No vertical observational check was made to the station.
 JZ1254
 JZ1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1254.GEOID18 height accuracy estimate available here.
 JZ1254
 JZ1254.Click photographs - Photos may exist for this station.
 JZ1254
 JZ1254;                    North         East    Units  Estimated Accuracy
 JZ1254;SPC IN E     -   486,460.      164,720.      MT  (+/- 180 meters Scaled)
 JZ1254
 JZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ791885(NAD 83)
 JZ1254
 JZ1254                          SUPERSEDED SURVEY CONTROL
 JZ1254
 JZ1254  NGVD 29 (??/??/??)  301.18   (m)          988.1    (f) RESET       3  
 JZ1254
 JZ1254.Superseded values are not recommended for survey control.
 JZ1254
 JZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1254.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1254
 JZ1254_MARKER: DB = BENCH MARK DISK
 JZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1254_STAMPING: G 46 1934 RESET 1938
 JZ1254_MARK LOGO: CGS
 JZ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1254+STABILITY: SURFACE MOTION
 JZ1254
 JZ1254  HISTORY     - Date     Condition        Report By
 JZ1254  HISTORY     - 1938     MONUMENTED       INHD
 JZ1254  HISTORY     - 1939     GOOD             CGS
 JZ1254
 JZ1254                          STATION DESCRIPTION
 JZ1254
 JZ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 JZ1254'1 MI E FROM LIBERTY.
 JZ1254'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1254'STATION AT LIBERTY, UNION COUNTY, ABOUT 475 FEET WEST OF THE
 JZ1254'NEW U.S. HIGHWAY 27 OVERPASS (CONSTRUCTED IN 1938), 28 FEET
 JZ1254'SOUTH OF THE CENTERLINE OF THE SINGLE TRACK, AND IN THE
 JZ1254'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED G 46 1934
 JZ1254'RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2412 ***********************************************************************
 JZ2412  DESIGNATION -  G 47
 JZ2412  PID         -  JZ2412
 JZ2412  STATE/COUNTY-  IN/SHELBY
 JZ2412  COUNTRY     -  US
 JZ2412  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2412
 JZ2412                         *CURRENT SURVEY CONTROL
 JZ2412  ______________________________________________________________________
 JZ2412* NAD 83(1986) POSITION- 39 33 22.     (N) 085 40 00.     (W)   SCALED
 JZ2412* NAVD 88 ORTHO HEIGHT -   262.802 (meters)      862.21  (feet) ADJUSTED
 JZ2412  ______________________________________________________________________
 JZ2412  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ2412  DYNAMIC HEIGHT  -        262.645 (meters)      861.69  (feet) COMP
 JZ2412  MODELED GRAVITY -    980,025.7   (mgal)                       NAVD 88
 JZ2412
 JZ2412  VERT ORDER      -  SECOND    CLASS 0
 JZ2412
 JZ2412.The horizontal coordinates were scaled from a map and have
 JZ2412.an estimated accuracy of +/- 6 seconds.
 JZ2412
 JZ2412.The orthometric height was determined by differential leveling and
 JZ2412.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2412.in June 1991.
 JZ2412
 JZ2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2412.GEOID18 height accuracy estimate available here.
 JZ2412
 JZ2412.Click photographs - Photos may exist for this station.
 JZ2412
 JZ2412.The dynamic height is computed by dividing the NAVD 88
 JZ2412.geopotential number by the normal gravity value computed on the
 JZ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2412.degrees latitude (g = 980.6199 gals.).
 JZ2412
 JZ2412.The modeled gravity was interpolated from observed gravity values.
 JZ2412
 JZ2412;                    North         East    Units  Estimated Accuracy
 JZ2412;SPC IN E     -   478,230.      100,000.      MT  (+/- 180 meters Scaled)
 JZ2412
 JZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ145793(NAD 83)
 JZ2412
 JZ2412                          SUPERSEDED SURVEY CONTROL
 JZ2412
 JZ2412  NGVD 29 (??/??/92)  262.923  (m)          862.61   (f) ADJ UNCH    2 0
 JZ2412
 JZ2412.Superseded values are not recommended for survey control.
 JZ2412
 JZ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2412.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2412
 JZ2412_MARKER: DB = BENCH MARK DISK
 JZ2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2412_STAMPING: G 47 1934
 JZ2412_MARK LOGO: CGS
 JZ2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2412+STABILITY: SURFACE MOTION
 JZ2412
 JZ2412  HISTORY     - Date     Condition        Report By
 JZ2412  HISTORY     - 1934     MONUMENTED       CGS
 JZ2412  HISTORY     - 1947     GOOD             CGS
 JZ2412
 JZ2412                          STATION DESCRIPTION
 JZ2412
 JZ2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2412'6.1 MI NE FROM SHELBYVILLE.
 JZ2412'ABOUT 6.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2412'THE STATION AT SHELBYVILLE, AT RAYS CROSSING, ABOUT 0.1 MILE
 JZ2412'NORTHEAST OF A GRAIN ELEVATOR, 32 FEET NORTHWEST AND ACROSS THE
 JZ2412'TRACK FROM MILEPOST C 30, 19 FEET NORTHWEST OF THE NORTHWEST RAIL
 JZ2412'OF THE TRACK, 23.5 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL
 JZ2412'ROAD ALONG THE NORTHWEST SIDE OF THE TRACK, 21.5 FEET SOUTHWEST
 JZ2412'OF A POWER POLE, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT
 JZ2412'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2412'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 JZ2412'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0608 ***********************************************************************
 JZ0608  DESIGNATION -  G 48
 JZ0608  PID         -  JZ0608
 JZ0608  STATE/COUNTY-  IN/FRANKLIN
 JZ0608  COUNTRY     -  US
 JZ0608  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0608
 JZ0608                         *CURRENT SURVEY CONTROL
 JZ0608  ______________________________________________________________________
 JZ0608* NAD 83(1986) POSITION- 39 21 26.9    (N) 084 56 17.4    (W)   HD_HELD2
 JZ0608* NAVD 88 ORTHO HEIGHT -   185.357 (meters)      608.13  (feet) ADJUSTED
 JZ0608  ______________________________________________________________________
 JZ0608  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 JZ0608  DYNAMIC HEIGHT  -        185.247 (meters)      607.76  (feet) COMP
 JZ0608  MODELED GRAVITY -    980,028.5   (mgal)                       NAVD 88
 JZ0608
 JZ0608  VERT ORDER      -  SECOND    CLASS 0
 JZ0608
 JZ0608.The horizontal coordinates were established by autonomous hand held GPS
 JZ0608.observations and have an estimated accuracy of +/- 10 meters.
 JZ0608
 JZ0608.The orthometric height was determined by differential leveling and
 JZ0608.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0608.in June 1991.
 JZ0608
 JZ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0608.GEOID18 height accuracy estimate available here.
 JZ0608
 JZ0608.Click photographs - Photos may exist for this station.
 JZ0608
 JZ0608.The dynamic height is computed by dividing the NAVD 88
 JZ0608.geopotential number by the normal gravity value computed on the
 JZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0608.degrees latitude (g = 980.6199 gals.).
 JZ0608
 JZ0608.The modeled gravity was interpolated from observed gravity values.
 JZ0608
 JZ0608;                    North         East    Units  Estimated Accuracy
 JZ0608;SPC IN E     -   456,434.      162,787.      MT  (+/- 10 meters HH2 GPS)
 JZ0608
 JZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7764358474(NAD 83)
 JZ0608
 JZ0608                          SUPERSEDED SURVEY CONTROL
 JZ0608
 JZ0608  NGVD 29 (??/??/92)  185.545  (m)          608.74   (f) ADJ UNCH    2 0
 JZ0608
 JZ0608.Superseded values are not recommended for survey control.
 JZ0608
 JZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0608.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0608
 JZ0608_MARKER: DB = BENCH MARK DISK
 JZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0608_STAMPING: G 48 1934
 JZ0608_MARK LOGO: CGS
 JZ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0608+STABILITY: SURFACE MOTION
 JZ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0608+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ0608
 JZ0608  HISTORY     - Date     Condition        Report By
 JZ0608  HISTORY     - 1934     MONUMENTED       CGS
 JZ0608  HISTORY     - 1936     GOOD             CGS
 JZ0608  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0608
 JZ0608                          STATION DESCRIPTION
 JZ0608
 JZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0608'AT CEDAR GROVE.
 JZ0608'AT CEDAR GROVE, FRANKLIN COUNTY, ON U.S. HIGHWAY 52, AT THE
 JZ0608'SOUTHWEST CORNER OF THE GUARDIAN ANGEL ROMAN CATHOLIC CHURCH,
 JZ0608'6.3 FEET WEST OF THE CORNER, 2.2 FEET NORTH OF THE NORTH EDGE
 JZ0608'OF THE CONCRETE WALK, AND 7 FEET HIGHER THAN THE HIGHWAY.  A
 JZ0608'STANDARD DISK, STAMPED G 48 1934 AND SET IN THE TOP OF A CONCRETE
 JZ0608'POST.
 JZ0608
 JZ0608                          STATION RECOVERY (2005)
 JZ0608
 JZ0608'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2199 ***********************************************************************
 JZ2199  DESIGNATION -  G 49
 JZ2199  PID         -  JZ2199
 JZ2199  STATE/COUNTY-  IN/JENNINGS
 JZ2199  COUNTRY     -  US
 JZ2199  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2199
 JZ2199                         *CURRENT SURVEY CONTROL
 JZ2199  ______________________________________________________________________
 JZ2199* NAD 83(1986) POSITION- 39 03 31.22   (N) 085 37 02.79   (W)   HD_HELD1
 JZ2199* NAVD 88 ORTHO HEIGHT -   225.200 (meters)      738.84  (feet) ADJUSTED
 JZ2199  ______________________________________________________________________
 JZ2199  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ2199  DYNAMIC HEIGHT  -        225.056 (meters)      738.37  (feet) COMP
 JZ2199  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 JZ2199
 JZ2199  VERT ORDER      -  SECOND    CLASS 0
 JZ2199
 JZ2199.The horizontal coordinates were determined by differentially corrected
 JZ2199.hand held GPS observations or other comparable positioning techniques
 JZ2199.and have an estimated accuracy of +/- 3 meters.
 JZ2199
 JZ2199.The orthometric height was determined by differential leveling and
 JZ2199.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2199.in June 1991.
 JZ2199
 JZ2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2199.GEOID18 height accuracy estimate available here.
 JZ2199
 JZ2199.Click photographs - Photos may exist for this station.
 JZ2199
 JZ2199.The dynamic height is computed by dividing the NAVD 88
 JZ2199.geopotential number by the normal gravity value computed on the
 JZ2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2199.degrees latitude (g = 980.6199 gals.).
 JZ2199
 JZ2199.The modeled gravity was interpolated from observed gravity values.
 JZ2199
 JZ2199;                    North         East    Units  Estimated Accuracy
 JZ2199;SPC IN E     -   423,010.8     104,260.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2199
 JZ2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1962124197(NAD 83)
 JZ2199
 JZ2199                          SUPERSEDED SURVEY CONTROL
 JZ2199
 JZ2199  NGVD 29 (??/??/92)  225.320  (m)          739.24   (f) ADJ UNCH    2 0
 JZ2199
 JZ2199.Superseded values are not recommended for survey control.
 JZ2199
 JZ2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2199.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2199
 JZ2199_MARKER: DB = BENCH MARK DISK
 JZ2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2199_STAMPING: G 49 1934
 JZ2199_MARK LOGO: CGS
 JZ2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2199+STABILITY: SURFACE MOTION
 JZ2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2199+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 JZ2199
 JZ2199  HISTORY     - Date     Condition        Report By
 JZ2199  HISTORY     - 1934     MONUMENTED       CGS
 JZ2199  HISTORY     - 20020211 GOOD             INDNR
 JZ2199  HISTORY     - 20100111 GOOD             INDIV
 JZ2199
 JZ2199                          STATION DESCRIPTION
 JZ2199
 JZ2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2199'3.6 MI N FROM NORTH VERNON.
 JZ2199'3.6 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2199'ST. LOUIS RAILWAY FROM THE POST OFFICE AT NORTH VERNON, JENNINGS
 JZ2199'COUNTY, 0.3 MILE SOUTH OF MILEPOST ST. J. 245, IN THE NORTHWEST
 JZ2199'ANGLE OF THE CROSSING OF A HIGHWAY, 30 FEET NORTH OF THE
 JZ2199'CENTERLINE OF THE HIGHWAY, 28.5 FEET WEST OF THE WEST RAIL, 3.8
 JZ2199'FEET EAST OF THE FENCE LINE, 3.3 FEET EAST OF POLE 560, AND
 JZ2199'ABOUT 2-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 JZ2199'DISK, STAMPED G 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ2199
 JZ2199                          STATION RECOVERY (2002)
 JZ2199
 JZ2199'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 JZ2199'RECOVERED IN GOOD CONDITION.
 JZ2199
 JZ2199                          STATION RECOVERY (2010)
 JZ2199
 JZ2199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 JZ2199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0114 ***********************************************************************
 KA0114  DESIGNATION -  G 50
 KA0114  PID         -  KA0114
 KA0114  STATE/COUNTY-  IN/HENDRICKS
 KA0114  COUNTRY     -  US
 KA0114  USGS QUAD   -  BROWNSBURG (2019)
 KA0114
 KA0114                         *CURRENT SURVEY CONTROL
 KA0114  ______________________________________________________________________
 KA0114* NAD 83(1986) POSITION- 39 52 01.     (N) 086 27 57.     (W)   SCALED
 KA0114* NAVD 88 ORTHO HEIGHT -   286.777 (meters)      940.87  (feet) POSTED
 KA0114  ______________________________________________________________________
 KA0114  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 KA0114  DYNAMIC HEIGHT  -        286.62  (meters)      940.4   (feet) COMP
 KA0114  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 KA0114
 KA0114  VERT ORDER      -  * POSTED, SEE BELOW
 KA0114
 KA0114.The horizontal coordinates were scaled from a map and have
 KA0114.an estimated accuracy of +/- 6 seconds.
 KA0114
 KA0114.The orthometric height was determined by differential leveling
 KA0114.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0114
 KA0114.* This is a POSTED BENCH MARK height.
 KA0114
 KA0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0114.GEOID18 height accuracy estimate available here.
 KA0114
 KA0114.Click photographs - Photos may exist for this station.
 KA0114
 KA0114.The dynamic height is computed by dividing the NAVD 88
 KA0114.geopotential number by the normal gravity value computed on the
 KA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0114.degrees latitude (g = 980.6199 gals.).
 KA0114
 KA0114.The modeled gravity was interpolated from observed gravity values.
 KA0114
 KA0114;                    North         East    Units  Estimated Accuracy
 KA0114;SPC IN W     -   512,930.      952,830.      MT  (+/- 180 meters Scaled)
 KA0114
 KA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK456131(NAD 83)
 KA0114
 KA0114                          SUPERSEDED SURVEY CONTROL
 KA0114
 KA0114  NGVD 29 (??/??/92)  286.88   (m)          941.2    (f) COMPUTED    2 0
 KA0114
 KA0114.Superseded values are not recommended for survey control.
 KA0114
 KA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0114.See file dsdata.pdf to determine how the superseded data were derived.
 KA0114
 KA0114_MARKER: DB = BENCH MARK DISK
 KA0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0114_STAMPING: G 50 1934
 KA0114_MARK LOGO: CGS
 KA0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0114+STABILITY: SURFACE MOTION
 KA0114
 KA0114  HISTORY     - Date     Condition        Report By
 KA0114  HISTORY     - 1934     MONUMENTED       CGS
 KA0114
 KA0114                          STATION DESCRIPTION
 KA0114
 KA0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0114'AT PITTSBORO.
 KA0114'ON THE PEORIA AND EASTERN RAILWAY, 52 YARDS EAST OF THE EAST
 KA0114'END OF THE STATION, IN THE SOUTHEAST ANGLE OF THE CROSSING OF
 KA0114'THE RAILWAY AND THE FIRST STREET EAST OF THE STATION, 12 YARDS
 KA0114'EAST OF THE CENTER LINE OF THE STREET, 15 YARDS SOUTH OF MP
 KA0114'NO. IND 18, 3 YARDS SOUTH OF THE SOUTH RAIL, 1 YARDS SOUTHEAST
 KA0114'OF A MAIL RACK, A CONCRETE POST, 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0848 ***********************************************************************
 KA0848  DESIGNATION -  G 51
 KA0848  PID         -  KA0848
 KA0848  STATE/COUNTY-  IN/PARKE
 KA0848  COUNTRY     -  US
 KA0848  USGS QUAD   -  MECCA (2019)
 KA0848
 KA0848                         *CURRENT SURVEY CONTROL
 KA0848  ______________________________________________________________________
 KA0848* NAD 83(1986) POSITION- 39 38 13.     (N) 087 22 20.     (W)   SCALED
 KA0848* NAVD 88 ORTHO HEIGHT -   159.028 (meters)      521.74  (feet) ADJUSTED
 KA0848  ______________________________________________________________________
 KA0848  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 KA0848  DYNAMIC HEIGHT  -        158.938 (meters)      521.45  (feet) COMP
 KA0848  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 KA0848
 KA0848  VERT ORDER      -  SECOND    CLASS 0
 KA0848
 KA0848.The horizontal coordinates were scaled from a map and have
 KA0848.an estimated accuracy of +/- 6 seconds.
 KA0848
 KA0848.The orthometric height was determined by differential leveling and
 KA0848.adjusted by the NATIONAL GEODETIC SURVEY
 KA0848.in June 1991.
 KA0848
 KA0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0848.GEOID18 height accuracy estimate available here.
 KA0848
 KA0848.Click photographs - Photos may exist for this station.
 KA0848
 KA0848.The dynamic height is computed by dividing the NAVD 88
 KA0848.geopotential number by the normal gravity value computed on the
 KA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0848.degrees latitude (g = 980.6199 gals.).
 KA0848
 KA0848.The modeled gravity was interpolated from observed gravity values.
 KA0848
 KA0848;                    North         East    Units  Estimated Accuracy
 KA0848;SPC IN W     -   487,250.      875,200.      MT  (+/- 180 meters Scaled)
 KA0848
 KA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ680875(NAD 83)
 KA0848
 KA0848                          SUPERSEDED SURVEY CONTROL
 KA0848
 KA0848  NGVD 29 (??/??/92)  159.130  (m)          522.08   (f) ADJ UNCH    2 0
 KA0848
 KA0848.Superseded values are not recommended for survey control.
 KA0848
 KA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0848.See file dsdata.pdf to determine how the superseded data were derived.
 KA0848
 KA0848_MARKER: DB = BENCH MARK DISK
 KA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0848_STAMPING: G 51 1934
 KA0848_MARK LOGO: CGS
 KA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0848+STABILITY: SURFACE MOTION
 KA0848
 KA0848  HISTORY     - Date     Condition        Report By
 KA0848  HISTORY     - 1934     MONUMENTED       CGS
 KA0848  HISTORY     - 1946     MARK NOT FOUND   CGS
 KA0848  HISTORY     - 1949     MARK NOT FOUND   CGS
 KA0848
 KA0848                          STATION DESCRIPTION
 KA0848
 KA0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0848'2.3 MI S FROM CLINTON.
 KA0848'IN PARKE COUNTY, 2.3 MILES SOUTH ALONG THE CHICAGO AND EASTERN
 KA0848'ILLINOIS RAILROAD FROM THE STATION AT CLINTON, VERMILLION COUNTY,
 KA0848'2.1 MILES NORTH OF ATHERTON, 0.2 MILE NORTH OF A BRIDGE OVER
 KA0848'U.S. HIGHWAY 41, 25 YARDS NORTHWEST OF POLE 165/10, NEAR AN OLD
 KA0848'CUT, 1-1/2 RAILS SOUTH OF THE CENTER OF THE CROSSING OF A SMALL
 KA0848'FARM ROAD, AND 15 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 KA0848'STAMPED G 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0848'PROJECTING 2 INCHES ABOVE GROUND.
 KA0848
 KA0848                          STATION RECOVERY (1949)
 KA0848
 KA0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 KA0848'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0436 ***********************************************************************
 KA0436  DESIGNATION -  G 52
 KA0436  PID         -  KA0436
 KA0436  STATE/COUNTY-  IN/MONROE
 KA0436  COUNTRY     -  US
 KA0436  USGS QUAD   -  BLOOMINGTON (2019)
 KA0436
 KA0436                         *CURRENT SURVEY CONTROL
 KA0436  ______________________________________________________________________
 KA0436* NAD 83(1986) POSITION- 39 11 53.     (N) 086 35 56.     (W)   SCALED
 KA0436* NAVD 88 ORTHO HEIGHT -   233.514 (meters)      766.12  (feet) ADJUSTED
 KA0436  ______________________________________________________________________
 KA0436  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 KA0436  DYNAMIC HEIGHT  -        233.371 (meters)      765.65  (feet) COMP
 KA0436  MODELED GRAVITY -    980,013.5   (mgal)                       NAVD 88
 KA0436
 KA0436  VERT ORDER      -  SECOND    CLASS 0
 KA0436
 KA0436.The horizontal coordinates were scaled from a map and have
 KA0436.an estimated accuracy of +/- 6 seconds.
 KA0436
 KA0436.The orthometric height was determined by differential leveling and
 KA0436.adjusted by the NATIONAL GEODETIC SURVEY
 KA0436.in June 1991.
 KA0436
 KA0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0436.GEOID18 height accuracy estimate available here.
 KA0436
 KA0436.Click photographs - Photos may exist for this station.
 KA0436
 KA0436.The dynamic height is computed by dividing the NAVD 88
 KA0436.geopotential number by the normal gravity value computed on the
 KA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0436.degrees latitude (g = 980.6199 gals.).
 KA0436
 KA0436.The modeled gravity was interpolated from observed gravity values.
 KA0436
 KA0436;                    North         East    Units  Estimated Accuracy
 KA0436;SPC IN W     -   438,600.      941,850.      MT  (+/- 180 meters Scaled)
 KA0436
 KA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ346388(NAD 83)
 KA0436
 KA0436                          SUPERSEDED SURVEY CONTROL
 KA0436
 KA0436  NGVD 29 (??/??/92)  233.627  (m)          766.49   (f) ADJ UNCH    2 0
 KA0436
 KA0436.Superseded values are not recommended for survey control.
 KA0436
 KA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0436.See file dsdata.pdf to determine how the superseded data were derived.
 KA0436
 KA0436_MARKER: DB = BENCH MARK DISK
 KA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0436_STAMPING: G 52 1934
 KA0436_MARK LOGO: CGS
 KA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0436+STABILITY: SURFACE MOTION
 KA0436
 KA0436  HISTORY     - Date     Condition        Report By
 KA0436  HISTORY     - 1934     MONUMENTED       CGS
 KA0436
 KA0436                          STATION DESCRIPTION
 KA0436
 KA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0436'2.7 MI S FROM ELLETTSVILLE.
 KA0436'4.7 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0436'RAILWAY FROM THE STATION AT BLOOMINGTON, MONROE COUNTY, 2.7 MILES
 KA0436'SOUTH OF THE STATION AT ELLETTSVILLE, 31 RAILS NORTH OF MILEPOST
 KA0436'216, 20 RAILS SOUTH OF THE WOODS SIGN, 59 YARDS NORTH OF THE
 KA0436'ENTRANCE TO THE ROAD LEADING TO THE TWO-STORY BRICK HOUSE OF
 KA0436'A.B. VAN DYKE, 22 YARDS SOUTH OF SIGNAL TOWER 215+8, IN THE
 KA0436'NORTHEAST ANGLE OF A GRAVEL-ROAD CROSSING, 30 FEET NORTHEAST
 KA0436'OF THE CENTER OF THE CROSSING, AND 12 FEET EAST OF THE EAST RAIL.
 KA0436'A STANDARD DISK, STAMPED G 52 1934 AND SET IN THE TOP OF A
 KA0436'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- THE
 KA0436'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW MONON
 KA0436'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0327 ***********************************************************************
 KA0327  DESIGNATION -  G 53
 KA0327  PID         -  KA0327
 KA0327  STATE/COUNTY-  IN/BROWN
 KA0327  COUNTRY     -  US
 KA0327  USGS QUAD   -  BELMONT (2019)
 KA0327
 KA0327                         *CURRENT SURVEY CONTROL
 KA0327  ______________________________________________________________________
 KA0327* NAD 83(1986) POSITION- 39 10 36.     (N) 086 16 13.     (W)   SCALED
 KA0327* NAVD 88 ORTHO HEIGHT -   276.986 (meters)      908.74  (feet) ADJUSTED
 KA0327  ______________________________________________________________________
 KA0327  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 KA0327  DYNAMIC HEIGHT  -        276.819 (meters)      908.20  (feet) COMP
 KA0327  MODELED GRAVITY -    980,017.0   (mgal)                       NAVD 88
 KA0327
 KA0327  VERT ORDER      -  SECOND    CLASS 0
 KA0327
 KA0327.The horizontal coordinates were scaled from a map and have
 KA0327.an estimated accuracy of +/- 6 seconds.
 KA0327
 KA0327.The orthometric height was determined by differential leveling and
 KA0327.adjusted by the NATIONAL GEODETIC SURVEY
 KA0327.in June 1991.
 KA0327
 KA0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0327.GEOID18 height accuracy estimate available here.
 KA0327
 KA0327.Click photographs - Photos may exist for this station.
 KA0327
 KA0327.The dynamic height is computed by dividing the NAVD 88
 KA0327.geopotential number by the normal gravity value computed on the
 KA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0327.degrees latitude (g = 980.6199 gals.).
 KA0327
 KA0327.The modeled gravity was interpolated from observed gravity values.
 KA0327
 KA0327;                    North         East    Units  Estimated Accuracy
 KA0327;SPC IN E     -   436,280.       47,840.      MT  (+/- 180 meters Scaled)
 KA0327
 KA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ630366(NAD 83)
 KA0327
 KA0327                          SUPERSEDED SURVEY CONTROL
 KA0327
 KA0327  NGVD 29 (??/??/92)  277.11   (m)          909.2    (f) COMPUTED    2 0
 KA0327
 KA0327.Superseded values are not recommended for survey control.
 KA0327
 KA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0327.See file dsdata.pdf to determine how the superseded data were derived.
 KA0327
 KA0327_MARKER: DB = BENCH MARK DISK
 KA0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0327_STAMPING: G 53 1934
 KA0327_MARK LOGO: CGS
 KA0327_PROJECTION: PROJECTING
 KA0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0327+STABILITY: SURFACE MOTION
 KA0327
 KA0327  HISTORY     - Date     Condition        Report By
 KA0327  HISTORY     - 1934     MONUMENTED       CGS
 KA0327
 KA0327                          STATION DESCRIPTION
 KA0327
 KA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0327'2.7 MI W FROM NASHVILLE.
 KA0327'2.7 MILES WEST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0327'AT NASHVILLE, BROWN COUNTY, 75 YARDS WEST OF THE WEST ENTRANCE TO
 KA0327'BROWN COUNTY PARK AND THE VETERANS C.C.C. CAMP, AT THE EDGE OF A
 KA0327'WOODS, 65 YARDS SOUTHEAST OF A LOG CABIN SERVICE STATION, AND 9
 KA0327'YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KA0327'STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0327'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0382 ***********************************************************************
 JA0382  DESIGNATION -  G 55
 JA0382  PID         -  JA0382
 JA0382  STATE/COUNTY-  IN/CRAWFORD
 JA0382  COUNTRY     -  US
 JA0382  USGS QUAD   -  VALEENE (2019)
 JA0382
 JA0382                         *CURRENT SURVEY CONTROL
 JA0382  ______________________________________________________________________
 JA0382* NAD 83(1986) POSITION- 38 23 37.58   (N) 086 27 08.83   (W)   HD_HELD1
 JA0382* NAVD 88 ORTHO HEIGHT -   258.878 (meters)      849.34  (feet) ADJUSTED
 JA0382  ______________________________________________________________________
 JA0382  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 JA0382  DYNAMIC HEIGHT  -        258.695 (meters)      848.74  (feet) COMP
 JA0382  MODELED GRAVITY -    979,918.4   (mgal)                       NAVD 88
 JA0382
 JA0382  VERT ORDER      -  SECOND    CLASS 0
 JA0382
 JA0382.The horizontal coordinates were determined by differentially corrected
 JA0382.hand held GPS observations or other comparable positioning techniques
 JA0382.and have an estimated accuracy of +/- 3 meters.
 JA0382
 JA0382.The orthometric height was determined by differential leveling and
 JA0382.adjusted by the NATIONAL GEODETIC SURVEY
 JA0382.in June 1991.
 JA0382
 JA0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0382.GEOID18 height accuracy estimate available here.
 JA0382
 JA0382.Click photographs - Photos may exist for this station.
 JA0382
 JA0382.The dynamic height is computed by dividing the NAVD 88
 JA0382.geopotential number by the normal gravity value computed on the
 JA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0382.degrees latitude (g = 980.6199 gals.).
 JA0382
 JA0382.The modeled gravity was interpolated from observed gravity values.
 JA0382
 JA0382;                    North         East    Units  Estimated Accuracy
 JA0382;SPC IN W     -   349,389.8     955,112.6     MT  (+/- 3 meters HH1 GPS) 
 JA0382
 JA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4781549648(NAD 83)
 JA0382
 JA0382                          SUPERSEDED SURVEY CONTROL
 JA0382
 JA0382  NGVD 29 (??/??/92)  258.98   (m)          849.7    (f) COMPUTED    2 0
 JA0382
 JA0382.Superseded values are not recommended for survey control.
 JA0382
 JA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0382.See file dsdata.pdf to determine how the superseded data were derived.
 JA0382
 JA0382_MARKER: DB = BENCH MARK DISK
 JA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0382_STAMPING: G 55 1934
 JA0382_MARK LOGO: CGS
 JA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0382+STABILITY: SURFACE MOTION
 JA0382
 JA0382  HISTORY     - Date     Condition        Report By
 JA0382  HISTORY     - 1934     MONUMENTED       CGS
 JA0382  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0382
 JA0382                          STATION DESCRIPTION
 JA0382
 JA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0382'4.6 MI N FROM ENGLISH.
 JA0382'4.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM ENGLISH, CRAWFORD
 JA0382'COUNTY, 224 FEET NORTHEAST OF THE CENTER OF THE WEST HEADWALL OF
 JA0382'CULVERT 35, 104 FEET NORTHEAST OF TELEPHONE POLE 265 E 16, 41
 JA0382'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET WEST OF THE
 JA0382'FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 JA0382'DISK, STAMPED G 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JA0382
 JA0382                          STATION RECOVERY (1965)
 JA0382
 JA0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0242 ***********************************************************************
 JA0242  DESIGNATION -  G 56
 JA0242  PID         -  JA0242
 JA0242  STATE/COUNTY-  IN/HARRISON
 JA0242  COUNTRY     -  US
 JA0242  USGS QUAD   -  CRANDALL (2019)
 JA0242
 JA0242                         *CURRENT SURVEY CONTROL
 JA0242  ______________________________________________________________________
 JA0242* NAD 83(1986) POSITION- 38 18 11.31   (N) 086 06 00.30   (W)   HD_HELD1
 JA0242* NAVD 88 ORTHO HEIGHT -   218.845 (meters)      717.99  (feet) ADJUSTED
 JA0242  ______________________________________________________________________
 JA0242  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 JA0242  DYNAMIC HEIGHT  -        218.694 (meters)      717.50  (feet) COMP
 JA0242  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 JA0242
 JA0242  VERT ORDER      -  FIRST     CLASS II
 JA0242
 JA0242.The horizontal coordinates were determined by differentially corrected
 JA0242.hand held GPS observations or other comparable positioning techniques
 JA0242.and have an estimated accuracy of +/- 3 meters.
 JA0242
 JA0242.The orthometric height was determined by differential leveling and
 JA0242.adjusted by the NATIONAL GEODETIC SURVEY
 JA0242.in June 1991.
 JA0242
 JA0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0242.GEOID18 height accuracy estimate available here.
 JA0242
 JA0242.Click photographs - Photos may exist for this station.
 JA0242
 JA0242.The dynamic height is computed by dividing the NAVD 88
 JA0242.geopotential number by the normal gravity value computed on the
 JA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0242.degrees latitude (g = 980.6199 gals.).
 JA0242
 JA0242.The modeled gravity was interpolated from observed gravity values.
 JA0242
 JA0242;                    North         East    Units  Estimated Accuracy
 JA0242;SPC IN E     -   339,230.3      62,090.4     MT  (+/- 3 meters HH1 GPS) 
 JA0242
 JA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7868439833(NAD 83)
 JA0242
 JA0242                          SUPERSEDED SURVEY CONTROL
 JA0242
 JA0242  NGVD 29 (??/??/92)  218.970  (m)          718.40   (f) ADJ UNCH    1 2
 JA0242
 JA0242.Superseded values are not recommended for survey control.
 JA0242
 JA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0242.See file dsdata.pdf to determine how the superseded data were derived.
 JA0242
 JA0242_MARKER: DB = BENCH MARK DISK
 JA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0242_STAMPING: G 56 1934
 JA0242_MARK LOGO: CGS
 JA0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0242+STABILITY: SURFACE MOTION
 JA0242
 JA0242  HISTORY     - Date     Condition        Report By
 JA0242  HISTORY     - 1934     MONUMENTED       CGS
 JA0242  HISTORY     - 1965     GOOD             CGS
 JA0242  HISTORY     - 20130717 MARK NOT FOUND   INDOT
 JA0242
 JA0242                          STATION DESCRIPTION
 JA0242
 JA0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0242'AT CORYDON JUNCTION.
 JA0242'AT CORYDON JUNCTION, ON THE SOUTHERN RAILROAD, 75 YARDS EAST OF
 JA0242'THE EAST FACE OF THE STATION, 60 FEET EAST OF THE CENTER LINE OF
 JA0242'A PAVED ROAD WHICH WAS FORMALLY STATE HIGHWAY 64, 34 FEET NORTH
 JA0242'OF THE CENTER LINE OF AN EAST-WEST PAVED ROAD, 26 FEET SOUTH OF
 JA0242'THE SOUTH RAIL OF THE MAIN TRACK, 0.8 FOOT NORTH OF A METAL
 JA0242'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS, SET IN
 JA0242'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0242
 JA0242                          STATION RECOVERY (2013)
 JA0242
 JA0242'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0242'MARK NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0574 ***********************************************************************
 JA0574  DESIGNATION -  G 57
 JA0574  PID         -  JA0574
 JA0574  STATE/COUNTY-  IN/DUBOIS
 JA0574  COUNTRY     -  US
 JA0574  USGS QUAD   -  HUNTINGBURG (2019)
 JA0574
 JA0574                         *CURRENT SURVEY CONTROL
 JA0574  ______________________________________________________________________
 JA0574* NAD 83(1986) POSITION- 38 17 59.     (N) 086 53 50.     (W)   SCALED
 JA0574* NAVD 88 ORTHO HEIGHT -   146.336 (meters)      480.10  (feet) ADJUSTED
 JA0574  ______________________________________________________________________
 JA0574  GEOID HEIGHT    -        -32.390 (meters)                     GEOID18
 JA0574  DYNAMIC HEIGHT  -        146.238 (meters)      479.78  (feet) COMP
 JA0574  MODELED GRAVITY -    979,951.5   (mgal)                       NAVD 88
 JA0574
 JA0574  VERT ORDER      -  FIRST     CLASS II
 JA0574
 JA0574.The horizontal coordinates were scaled from a map and have
 JA0574.an estimated accuracy of +/- 6 seconds.
 JA0574
 JA0574.The orthometric height was determined by differential leveling and
 JA0574.adjusted by the NATIONAL GEODETIC SURVEY
 JA0574.in June 1991.
 JA0574
 JA0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0574.GEOID18 height accuracy estimate available here.
 JA0574
 JA0574.Click photographs - Photos may exist for this station.
 JA0574
 JA0574.The dynamic height is computed by dividing the NAVD 88
 JA0574.geopotential number by the normal gravity value computed on the
 JA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0574.degrees latitude (g = 980.6199 gals.).
 JA0574
 JA0574.The modeled gravity was interpolated from observed gravity values.
 JA0574
 JA0574;                    North         East    Units  Estimated Accuracy
 JA0574;SPC IN W     -   338,780.      916,280.      MT  (+/- 180 meters Scaled)
 JA0574
 JA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH089390(NAD 83)
 JA0574
 JA0574                          SUPERSEDED SURVEY CONTROL
 JA0574
 JA0574  NGVD 29 (??/??/92)  146.443  (m)          480.46   (f) ADJ UNCH    1 2
 JA0574
 JA0574.Superseded values are not recommended for survey control.
 JA0574
 JA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0574.See file dsdata.pdf to determine how the superseded data were derived.
 JA0574
 JA0574_MARKER: DB = BENCH MARK DISK
 JA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0574_STAMPING: G 57 1934
 JA0574_MARK LOGO: CGS
 JA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0574+STABILITY: SURFACE MOTION
 JA0574
 JA0574  HISTORY     - Date     Condition        Report By
 JA0574  HISTORY     - 1934     MONUMENTED       CGS
 JA0574  HISTORY     - 1965     GOOD             CGS
 JA0574
 JA0574                          STATION DESCRIPTION
 JA0574
 JA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0574'2.9 MI E FROM HUNTINGBURG.
 JA0574'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POWER
 JA0574'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION 31,
 JA0574'T 2 S, R 4 W, 3 TELEPHONE POLES WEST OF MILEPOST 202, 3 POLES EAST
 JA0574'OF A SEMAPHORE, 99 1/2 FEET WEST OF THE CENTER OF THE CROSSING
 JA0574'OF A PRIVATE ROAD AND THE RAILROAD, 15 FEET NORTH OF THE NORTH
 JA0574'RAIL, 65 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 64, 9 1/2
 JA0574'FEET SOUTH OF POLE NUMBER 98 AA, 1.2 FEET NORTH OF A METAL WITNESS
 JA0574'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 3 FEET
 JA0574'BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA0574'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1007 ***********************************************************************
 ME1007  DESIGNATION -  G 6
 ME1007  PID         -  ME1007
 ME1007  STATE/COUNTY-  IN/LAKE
 ME1007  COUNTRY     -  US
 ME1007  USGS QUAD   -  HIGHLAND (2019)
 ME1007
 ME1007                         *CURRENT SURVEY CONTROL
 ME1007  ______________________________________________________________________
 ME1007* NAD 83(1986) POSITION- 41 36 19.     (N) 087 22 51.     (W)   SCALED
 ME1007* NAVD 88 ORTHO HEIGHT -   182.655 (meters)      599.26  (feet) ADJUSTED
 ME1007  ______________________________________________________________________
 ME1007  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 ME1007  DYNAMIC HEIGHT  -        182.587 (meters)      599.04  (feet) COMP
 ME1007  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 ME1007
 ME1007  VERT ORDER      -  FIRST     CLASS II
 ME1007
 ME1007.The horizontal coordinates were scaled from a map and have
 ME1007.an estimated accuracy of +/- 6 seconds.
 ME1007
 ME1007.The orthometric height was determined by differential leveling and
 ME1007.adjusted by the NATIONAL GEODETIC SURVEY
 ME1007.in June 1991.
 ME1007
 ME1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1007.GEOID18 height accuracy estimate available here.
 ME1007
 ME1007.Click photographs - Photos may exist for this station.
 ME1007
 ME1007.The dynamic height is computed by dividing the NAVD 88
 ME1007.geopotential number by the normal gravity value computed on the
 ME1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1007.degrees latitude (g = 980.6199 gals.).
 ME1007
 ME1007.The modeled gravity was interpolated from observed gravity values.
 ME1007
 ME1007;                    North         East    Units  Estimated Accuracy
 ME1007;SPC IN W     -   705,820.      875,200.      MT  (+/- 180 meters Scaled)
 ME1007
 ME1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM682060(NAD 83)
 ME1007
 ME1007                          SUPERSEDED SURVEY CONTROL
 ME1007
 ME1007  NGVD 29 (01/19/93)  182.761  (m)          599.61   (f) ADJUSTED    1 2
 ME1007  NGVD 29 (??/??/92)  182.761  (m)          599.61   (f) SUPERSEDED  1 2
 ME1007
 ME1007.Superseded values are not recommended for survey control.
 ME1007
 ME1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1007.See file dsdata.pdf to determine how the superseded data were derived.
 ME1007
 ME1007_MARKER: DB = BENCH MARK DISK
 ME1007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1007_SP_SET: ABUTMENT
 ME1007_STAMPING: G 6 ELEV 599.697 FT
 ME1007_MARK LOGO: CGS
 ME1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1007+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 ME1007
 ME1007  HISTORY     - Date     Condition        Report By
 ME1007  HISTORY     - 1916     MONUMENTED       CGS
 ME1007  HISTORY     - 1968     GOOD             CGS
 ME1007  HISTORY     - 19920807 GOOD             NGS
 ME1007
 ME1007                          STATION DESCRIPTION
 ME1007
 ME1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1007'AT GARY.
 ME1007'AT GARY, ABOUT 0.3 MILE NORTHWEST ALONG THE PENN CENTRAL
 ME1007'RAILROAD FROM THE STATION, ABOUT 0.2 MILE NORTHWEST OF MILEPOST
 ME1007'443, SET VERTICALLY IN THE NORTHEAST FACE AND ABOUT IN THE CENTER
 ME1007'OF THE SOUTHWEST ABUTMENT FOR THE CHICAGO SOUTH SHORE AND SOUTH
 ME1007'BEND RAILROAD OVERPASS OVER THE PENN CENTRAL RAILROAD, 49.8 FEET
 ME1007'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND MAIN TRACK, 2.6
 ME1007'FEET ABOVE THE LEVEL OF THE GROUND AND 4 FEET ABOVE THE LEVEL OF
 ME1007'THE TRACK.  SEC 6, T 36 N, R 8 N.
 ME1007
 ME1007                          STATION RECOVERY (1992)
 ME1007
 ME1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1007'1.6 KM (1.00 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1007'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 0.4 KM (0.25 MI)
 ME1007'NORTHWESTERLY ALONG THE CONRAIL RAILROAD, SET VERTICALLY IN THE
 ME1007'NORTHEAST FACE OF THE WEST ABUTMENT OF A RAILROAD OVERPASS, 15.0 M
 ME1007'(49.2 FT) SOUTHWEST OF THE NEAR RAIL, 6.6 M (21.7 FT) NORTHWEST OF
 ME1007'THE NORTHEAST END OF THE ABUTMENT, AND 0.7 M (2.3 FT) ABOVE THE
 ME1007'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0036 ***********************************************************************
 KA0036  DESIGNATION -  G 61
 KA0036  PID         -  KA0036
 KA0036  STATE/COUNTY-  IN/HENDRICKS
 KA0036  COUNTRY     -  US
 KA0036  USGS QUAD   -  PLAINFIELD (2019)
 KA0036
 KA0036                         *CURRENT SURVEY CONTROL
 KA0036  ______________________________________________________________________
 KA0036* NAD 83(1986) POSITION- 39 43 43.11   (N) 086 23 58.11   (W)   HD_HELD1
 KA0036* NAVD 88 ORTHO HEIGHT -   242.874 (meters)      796.83  (feet) ADJUSTED
 KA0036  ______________________________________________________________________
 KA0036  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 KA0036  DYNAMIC HEIGHT  -        242.743 (meters)      796.40  (feet) COMP
 KA0036  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 KA0036
 KA0036  VERT ORDER      -  SECOND    CLASS 0
 KA0036
 KA0036.The horizontal coordinates were determined by differentially corrected
 KA0036.hand held GPS observations or other comparable positioning techniques
 KA0036.and have an estimated accuracy of +/- 3 meters.
 KA0036
 KA0036.The orthometric height was determined by differential leveling and
 KA0036.adjusted by the NATIONAL GEODETIC SURVEY
 KA0036.in June 1991.
 KA0036
 KA0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0036.GEOID18 height accuracy estimate available here.
 KA0036
 KA0036.Click photographs - Photos may exist for this station.
 KA0036
 KA0036.The dynamic height is computed by dividing the NAVD 88
 KA0036.geopotential number by the normal gravity value computed on the
 KA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0036.degrees latitude (g = 980.6199 gals.).
 KA0036
 KA0036.The modeled gravity was interpolated from observed gravity values.
 KA0036
 KA0036;                    North         East    Units  Estimated Accuracy
 KA0036;SPC IN W     -   497,612.8     958,626.1     MT  (+/- 3 meters HH1 GPS) 
 KA0036
 KA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5146397812(NAD 83)
 KA0036
 KA0036                          SUPERSEDED SURVEY CONTROL
 KA0036
 KA0036  NGVD 29 (??/??/92)  242.989  (m)          797.21   (f) ADJ UNCH    2 0
 KA0036
 KA0036.Superseded values are not recommended for survey control.
 KA0036
 KA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0036.See file dsdata.pdf to determine how the superseded data were derived.
 KA0036
 KA0036_MARKER: DB = BENCH MARK DISK
 KA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0036_STAMPING: G 61 1946
 KA0036_MARK LOGO: CGS
 KA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0036+STABILITY: SURFACE MOTION
 KA0036
 KA0036  HISTORY     - Date     Condition        Report By
 KA0036  HISTORY     - 1946     MONUMENTED       CGS
 KA0036  HISTORY     - 1960     GOOD             CGS
 KA0036  HISTORY     - 1981     GOOD             INDNR
 KA0036
 KA0036                          STATION DESCRIPTION
 KA0036
 KA0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0036'1.8 MI N FROM PLAINFIELD.
 KA0036'ALONG THE AVON-PLAINFIELD ROAD ABOUT 1.75 MILE NORTH OF GUILFORD
 KA0036'HIGH SCHOOL AT PLAINFIELD AND ABOUT 2.3 MILE SOUTH OF THE
 KA0036'INTERSECTION WITH U.S. HIGHWAY 36 AT AVON, 86 FEET NORTHWEST OF
 KA0036'THE NORTHWEST CORNER OF THE W.B. BLANTON FARM HOUSE, 21 FEET
 KA0036'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER
 KA0036'LINE OF THE DRIVEWAY TO THE HOUSE, 41 FEET SOUTHWEST OF THE
 KA0036'SOUTHWEST CORNER OF THE GARAGE, 1.0 FOOT WEST OF THE EAST
 KA0036'RIGHT-OF-WAY FENCE LINE, 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0036'POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 KA0036'G 61 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0036'INCHES ABOVE GROUND.
 KA0036
 KA0036                          STATION RECOVERY (1960)
 KA0036
 KA0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KA0036'RECOVERED IN GOOD CONDITION.
 KA0036
 KA0036                          STATION RECOVERY (1981)
 KA0036
 KA0036'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 KA0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0621 ***********************************************************************
 KA0621  DESIGNATION -  G 62
 KA0621  PID         -  KA0621
 KA0621  STATE/COUNTY-  IN/PUTNAM
 KA0621  COUNTRY     -  US
 KA0621  USGS QUAD   -  CLOVERDALE (2019)
 KA0621
 KA0621                         *CURRENT SURVEY CONTROL
 KA0621  ______________________________________________________________________
 KA0621* NAD 83(1986) POSITION- 39 35 55.1    (N) 086 46 02.2    (W)   HD_HELD2
 KA0621* NAVD 88 ORTHO HEIGHT -   249.559 (meters)      818.76  (feet) ADJUSTED
 KA0621  ______________________________________________________________________
 KA0621  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 KA0621  DYNAMIC HEIGHT  -        249.416 (meters)      818.29  (feet) COMP
 KA0621  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 KA0621
 KA0621  VERT ORDER      -  FIRST     CLASS II
 KA0621
 KA0621.The horizontal coordinates were established by autonomous hand held GPS
 KA0621.observations and have an estimated accuracy of +/- 10 meters.
 KA0621
 KA0621.The orthometric height was determined by differential leveling and
 KA0621.adjusted by the NATIONAL GEODETIC SURVEY
 KA0621.in June 1991.
 KA0621
 KA0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0621.GEOID18 height accuracy estimate available here.
 KA0621
 KA0621.Click photographs - Photos may exist for this station.
 KA0621
 KA0621.The dynamic height is computed by dividing the NAVD 88
 KA0621.geopotential number by the normal gravity value computed on the
 KA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0621.degrees latitude (g = 980.6199 gals.).
 KA0621
 KA0621.The modeled gravity was interpolated from observed gravity values.
 KA0621
 KA0621;                    North         East    Units  Estimated Accuracy
 KA0621;SPC IN W     -   483,003.      927,146.      MT  (+/- 10 meters HH2 GPS)
 KA0621
 KA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1998083237(NAD 83)
 KA0621
 KA0621                          SUPERSEDED SURVEY CONTROL
 KA0621
 KA0621  NGVD 29 (??/??/92)  249.657  (m)          819.08   (f) ADJ UNCH    1 2
 KA0621
 KA0621.Superseded values are not recommended for survey control.
 KA0621
 KA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0621.See file dsdata.pdf to determine how the superseded data were derived.
 KA0621
 KA0621_MARKER: DB = BENCH MARK DISK
 KA0621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0621_SP_SET: HEADWALL
 KA0621_STAMPING: G 62 1946
 KA0621_MARK LOGO: CGS
 KA0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0621+STABILITY: SURFACE MOTION
 KA0621
 KA0621  HISTORY     - Date     Condition        Report By
 KA0621  HISTORY     - 1946     MONUMENTED       CGS
 KA0621  HISTORY     - 1985     GOOD             NGS
 KA0621  HISTORY     - 20110714 GOOD             GEOCAC
 KA0621
 KA0621                          STATION DESCRIPTION
 KA0621
 KA0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0621'0.6 MI W FROM MOUNT MERIDIAN.
 KA0621'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0621'STORE AND SERVICE STATION AT MOUNT MERIDIAN, AT THE JUNCTION OF
 KA0621'A ROAD LEADING SOUTH, 48 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0621'EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 27 FEET WEST OF THE
 KA0621'CENTER LINE OF THE GRAVEL ROAD, AND SET IN THE TOP OF THE WEST
 KA0621'END OF THE SOUTH HEAD WALL OF A CONCRETE CULVERT.  A STANDARD
 KA0621'DISK, STAMPED G 62 1946.
 KA0621
 KA0621                          STATION RECOVERY (1985)
 KA0621
 KA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0621'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.6 KM
 KA0621'(15.9 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM IT JUNCTION WITH STATE
 KA0621'HIGHWAY 39 IN BELLEVILLE.
 KA0621
 KA0621                          STATION RECOVERY (2011)
 KA0621
 KA0621'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0621'THE CONCRETE HEADWALL IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0487 ***********************************************************************
 KA0487  DESIGNATION -  G 63
 KA0487  PID         -  KA0487
 KA0487  STATE/COUNTY-  IN/MORGAN
 KA0487  COUNTRY     -  US
 KA0487  USGS QUAD   -  QUINCY (2019)
 KA0487
 KA0487                         *CURRENT SURVEY CONTROL
 KA0487  ______________________________________________________________________
 KA0487* NAD 83(1986) POSITION- 39 29 57.26   (N) 086 40 25.41   (W)   HD_HELD1
 KA0487* NAVD 88 ORTHO HEIGHT -   228.133 (meters)      748.47  (feet) ADJUSTED
 KA0487  ______________________________________________________________________
 KA0487  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0487  DYNAMIC HEIGHT  -        228.004 (meters)      748.04  (feet) COMP
 KA0487  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 KA0487
 KA0487  VERT ORDER      -  SECOND    CLASS 0
 KA0487
 KA0487.The horizontal coordinates were determined by differentially corrected
 KA0487.hand held GPS observations or other comparable positioning techniques
 KA0487.and have an estimated accuracy of +/- 3 meters.
 KA0487
 KA0487.The orthometric height was determined by differential leveling and
 KA0487.adjusted by the NATIONAL GEODETIC SURVEY
 KA0487.in June 1991.
 KA0487
 KA0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0487.GEOID18 height accuracy estimate available here.
 KA0487
 KA0487.Click photographs - Photos may exist for this station.
 KA0487
 KA0487.The dynamic height is computed by dividing the NAVD 88
 KA0487.geopotential number by the normal gravity value computed on the
 KA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0487.degrees latitude (g = 980.6199 gals.).
 KA0487
 KA0487.The modeled gravity was interpolated from observed gravity values.
 KA0487
 KA0487;                    North         East    Units  Estimated Accuracy
 KA0487;SPC IN W     -   472,000.2     935,231.1     MT  (+/- 3 meters HH1 GPS) 
 KA0487
 KA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2805372230(NAD 83)
 KA0487
 KA0487                          SUPERSEDED SURVEY CONTROL
 KA0487
 KA0487  NGVD 29 (??/??/92)  228.251  (m)          748.85   (f) ADJ UNCH    2 0
 KA0487
 KA0487.Superseded values are not recommended for survey control.
 KA0487
 KA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0487.See file dsdata.pdf to determine how the superseded data were derived.
 KA0487
 KA0487_MARKER: DB = BENCH MARK DISK
 KA0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0487_STAMPING: G 63 1946
 KA0487_MARK LOGO: CGS
 KA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0487+STABILITY: SURFACE MOTION
 KA0487
 KA0487  HISTORY     - Date     Condition        Report By
 KA0487  HISTORY     - 1946     MONUMENTED       CGS
 KA0487
 KA0487                          STATION DESCRIPTION
 KA0487
 KA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0487'3.4 MI SW FROM EMINENCE.
 KA0487'3.45 MILES SOUTH AND WEST ALONG STATE HIGHWAY 42 FROM THE HIGH
 KA0487'SCHOOL AT EMINENCE, 0.35 MILE WEST OF THE CENTER OF THE BRIDGE
 KA0487'OVER RHODES CREEK, AT THE SHOW MEYER FARM, 80 FEET NORTHWEST
 KA0487'OF THE NORTHWEST CORNER OF A BARN, 30 FEET SOUTH OF AND ABOUT
 KA0487'2 FEET ABOVE THE CENTER LINE OF THE ROAD, 9 FEET WEST OF
 KA0487'THE CENTER LINE OF A DRIVEWAY LEADING INTO A BARN YARD, 3.0 FEET
 KA0487'WEST OF THE WEST GATE POST AT A BARN YARD ENTRANCE, 1.0 FOOT
 KA0487'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0487'G 63 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 KA0487'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0160 ***********************************************************************
 KA0160  DESIGNATION -  G 65
 KA0160  PID         -  KA0160
 KA0160  STATE/COUNTY-  IN/MORGAN
 KA0160  COUNTRY     -  US
 KA0160  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0160
 KA0160                         *CURRENT SURVEY CONTROL
 KA0160  ______________________________________________________________________
 KA0160* NAD 83(1986) POSITION- 39 36 19.     (N) 086 23 06.     (W)   SCALED
 KA0160* NAVD 88 ORTHO HEIGHT -   203.608 (meters)      668.00  (feet) ADJUSTED
 KA0160  ______________________________________________________________________
 KA0160  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KA0160  DYNAMIC HEIGHT  -        203.497 (meters)      667.64  (feet) COMP
 KA0160  MODELED GRAVITY -    980,079.8   (mgal)                       NAVD 88
 KA0160
 KA0160  VERT ORDER      -  SECOND    CLASS 0
 KA0160
 KA0160.The horizontal coordinates were scaled from a map and have
 KA0160.an estimated accuracy of +/- 6 seconds.
 KA0160
 KA0160.The orthometric height was determined by differential leveling and
 KA0160.adjusted by the NATIONAL GEODETIC SURVEY
 KA0160.in June 1991.
 KA0160
 KA0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0160.GEOID18 height accuracy estimate available here.
 KA0160
 KA0160.Click photographs - Photos may exist for this station.
 KA0160
 KA0160.The dynamic height is computed by dividing the NAVD 88
 KA0160.geopotential number by the normal gravity value computed on the
 KA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0160.degrees latitude (g = 980.6199 gals.).
 KA0160
 KA0160.The modeled gravity was interpolated from observed gravity values.
 KA0160
 KA0160;                    North         East    Units  Estimated Accuracy
 KA0160;SPC IN W     -   483,930.      959,970.      MT  (+/- 180 meters Scaled)
 KA0160
 KA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ527841(NAD 83)
 KA0160
 KA0160                          SUPERSEDED SURVEY CONTROL
 KA0160
 KA0160  NGVD 29 (??/??/92)  203.732  (m)          668.41   (f) ADJ UNCH    2 0
 KA0160
 KA0160.Superseded values are not recommended for survey control.
 KA0160
 KA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0160.See file dsdata.pdf to determine how the superseded data were derived.
 KA0160
 KA0160_MARKER: DB = BENCH MARK DISK
 KA0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0160_STAMPING: G 65 1946
 KA0160_MARK LOGO: CGS
 KA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0160+STABILITY: SURFACE MOTION
 KA0160
 KA0160  HISTORY     - Date     Condition        Report By
 KA0160  HISTORY     - 1946     MONUMENTED       CGS
 KA0160
 KA0160                          STATION DESCRIPTION
 KA0160
 KA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0160'1 MI SW FROM MOORESVILLE.
 KA0160'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST
 KA0160'OFFICE AT MOORESVILLE, ABOUT 0.35 MILES SOUTHWEST OF THE
 KA0160'STEEL BRIDGE OVER MC CRACKENS CREEK, 182 FEET SOUTHWEST OF THE
 KA0160'ENTRANCE TO THE C.B. KELLUMS FARM, 82 FEET NORTH OF TELEPHONE
 KA0160'POLE NO. 73-M2, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 KA0160'HIGHWAY, 1.0 FEET SOUTHEAST OF A FENCE LINE, 1.5 FEET NORTHEAST
 KA0160'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 65
 KA0160'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0160'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1079 ***********************************************************************
 KA1079  DESIGNATION -  G 66
 KA1079  PID         -  KA1079
 KA1079  STATE/COUNTY-  IN/VIGO
 KA1079  COUNTRY     -  US
 KA1079  USGS QUAD   -  SEELYVILLE (2019)
 KA1079
 KA1079                         *CURRENT SURVEY CONTROL
 KA1079  ______________________________________________________________________
 KA1079* NAD 83(1986) POSITION- 39 28 03.     (N) 087 18 51.     (W)   SCALED
 KA1079* NAVD 88 ORTHO HEIGHT -   170.917 (meters)      560.75  (feet) ADJUSTED
 KA1079  ______________________________________________________________________
 KA1079  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KA1079  DYNAMIC HEIGHT  -        170.820 (meters)      560.43  (feet) COMP
 KA1079  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 KA1079
 KA1079  VERT ORDER      -  SECOND    CLASS 0
 KA1079
 KA1079.The horizontal coordinates were scaled from a map and have
 KA1079.an estimated accuracy of +/- 6 seconds.
 KA1079
 KA1079.The orthometric height was determined by differential leveling and
 KA1079.adjusted by the NATIONAL GEODETIC SURVEY
 KA1079.in June 1991.
 KA1079
 KA1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1079.GEOID18 height accuracy estimate available here.
 KA1079
 KA1079.Click photographs - Photos may exist for this station.
 KA1079
 KA1079.The dynamic height is computed by dividing the NAVD 88
 KA1079.geopotential number by the normal gravity value computed on the
 KA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1079.degrees latitude (g = 980.6199 gals.).
 KA1079
 KA1079.The modeled gravity was interpolated from observed gravity values.
 KA1079
 KA1079;                    North         East    Units  Estimated Accuracy
 KA1079;SPC IN W     -   468,420.      880,140.      MT  (+/- 180 meters Scaled)
 KA1079
 KA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729687(NAD 83)
 KA1079
 KA1079                          SUPERSEDED SURVEY CONTROL
 KA1079
 KA1079  NGVD 29 (??/??/92)  171.020  (m)          561.09   (f) ADJ UNCH    2 0
 KA1079
 KA1079.Superseded values are not recommended for survey control.
 KA1079
 KA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1079.See file dsdata.pdf to determine how the superseded data were derived.
 KA1079
 KA1079_MARKER: DB = BENCH MARK DISK
 KA1079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1079_SP_SET: CULVERT HEADWALL
 KA1079_STAMPING: G 66 1946
 KA1079_MARK LOGO: CGS
 KA1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1079+STABILITY: SURFACE MOTION
 KA1079
 KA1079  HISTORY     - Date     Condition        Report By
 KA1079  HISTORY     - 1946     MONUMENTED       CGS
 KA1079  HISTORY     - 1962     GOOD             CGS
 KA1079  HISTORY     - 19900428 GOOD             USPSQD
 KA1079
 KA1079                          STATION DESCRIPTION
 KA1079
 KA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KA1079'3.7 MI SW FROM SEELYVILLE.
 KA1079'2.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KA1079'SEELYVILLE, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD, 0.3
 KA1079'MILE NORTH OF STATE HIGHWAY 42 AND THE NORTHWEST CORNER OF
 KA1079'HULMAN AIR FIELD, 0.15 MILE SOUTH OF A POWER LINE AND TELEPHONE
 KA1079'CABLE LINE CROSSING, NEAR A POND ON THE WEST SIDE OF THE ROAD,
 KA1079'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 5 FOOT
 KA1079'CONCRETE CULVERT, 16.5 FEET EAST OF A WIRE FENCE AROUND A
 KA1079'PASTURE, 14 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1079'OF THE ROAD.
 KA1079
 KA1079                          STATION RECOVERY (1990)
 KA1079
 KA1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0943 ***********************************************************************
 KA0943  DESIGNATION -  G 67
 KA0943  PID         -  KA0943
 KA0943  STATE/COUNTY-  IN/CLAY
 KA0943  COUNTRY     -  US
 KA0943  USGS QUAD   -  BRAZIL EAST (2019)
 KA0943
 KA0943                         *CURRENT SURVEY CONTROL
 KA0943  ______________________________________________________________________
 KA0943* NAD 83(1986) POSITION- 39 35 11.5    (N) 087 07 28.0    (W)   HD_HELD2
 KA0943* NAVD 88 ORTHO HEIGHT -   200.853 (meters)      658.97  (feet) ADJUSTED
 KA0943  ______________________________________________________________________
 KA0943  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 KA0943  DYNAMIC HEIGHT  -        200.738 (meters)      658.59  (feet) COMP
 KA0943  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 KA0943
 KA0943  VERT ORDER      -  SECOND    CLASS 0
 KA0943
 KA0943.The horizontal coordinates were established by autonomous hand held GPS
 KA0943.observations and have an estimated accuracy of +/- 10 meters.
 KA0943
 KA0943.The orthometric height was determined by differential leveling and
 KA0943.adjusted by the NATIONAL GEODETIC SURVEY
 KA0943.in June 1991.
 KA0943
 KA0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0943.GEOID18 height accuracy estimate available here.
 KA0943
 KA0943.Click photographs - Photos may exist for this station.
 KA0943
 KA0943.The dynamic height is computed by dividing the NAVD 88
 KA0943.geopotential number by the normal gravity value computed on the
 KA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0943.degrees latitude (g = 980.6199 gals.).
 KA0943
 KA0943.The modeled gravity was interpolated from observed gravity values.
 KA0943
 KA0943;                    North         East    Units  Estimated Accuracy
 KA0943;SPC IN W     -   481,612.      896,468.      MT  (+/- 10 meters HH2 GPS)
 KA0943
 KA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8931381874(NAD 83)
 KA0943
 KA0943                          SUPERSEDED SURVEY CONTROL
 KA0943
 KA0943  NGVD 29 (??/??/92)  200.958  (m)          659.31   (f) ADJ UNCH    2 0
 KA0943
 KA0943.Superseded values are not recommended for survey control.
 KA0943
 KA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0943.See file dsdata.pdf to determine how the superseded data were derived.
 KA0943
 KA0943_MARKER: DB = BENCH MARK DISK
 KA0943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0943_SP_SET: CULVERT HEADWALL
 KA0943_STAMPING: G 67 1946
 KA0943_MARK LOGO: CGS
 KA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0943+STABILITY: SURFACE MOTION
 KA0943
 KA0943  HISTORY     - Date     Condition        Report By
 KA0943  HISTORY     - 1946     MONUMENTED       CGS
 KA0943
 KA0943                          STATION DESCRIPTION
 KA0943
 KA0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0943'1.7 MI SW FROM CARBON.
 KA0943'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 59 FROM THE NEW
 KA0943'YORK CENTRAL RAILROAD STATION AT CARBON, 0.7 MILE SOUTH OF THE
 KA0943'HIGHWAY OVERPASS OVER THE TRACK, SET IN THE TOP OF THE SOUTH
 KA0943'END OF THE EAST HEAD WALL OF A 10 FOOT CONCRETE CULVERT, 19 FEET
 KA0943'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A
 KA0943'STANDARD DISK, STAMPED G 67 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1167 ***********************************************************************
 KA1167  DESIGNATION -  G 69
 KA1167  PID         -  KA1167
 KA1167  STATE/COUNTY-  IN/CLAY
 KA1167  COUNTRY     -  US
 KA1167  USGS QUAD   -  CENTER POINT (2019)
 KA1167
 KA1167                         *CURRENT SURVEY CONTROL
 KA1167  ______________________________________________________________________
 KA1167* NAD 83(1986) POSITION- 39 28 24.44   (N) 087 00 52.77   (W)   HD_HELD1
 KA1167* NAVD 88 ORTHO HEIGHT -   191.065 (meters)      626.85  (feet) ADJUSTED
 KA1167  ______________________________________________________________________
 KA1167  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 KA1167  DYNAMIC HEIGHT  -        190.956 (meters)      626.49  (feet) COMP
 KA1167  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA1167
 KA1167  VERT ORDER      -  SECOND    CLASS 0
 KA1167
 KA1167.The horizontal coordinates were determined by differentially corrected
 KA1167.hand held GPS observations or other comparable positioning techniques
 KA1167.and have an estimated accuracy of +/- 3 meters.
 KA1167
 KA1167.The orthometric height was determined by differential leveling and
 KA1167.adjusted by the NATIONAL GEODETIC SURVEY
 KA1167.in June 1991.
 KA1167
 KA1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1167.GEOID18 height accuracy estimate available here.
 KA1167
 KA1167.Click photographs - Photos may exist for this station.
 KA1167
 KA1167.The dynamic height is computed by dividing the NAVD 88
 KA1167.geopotential number by the normal gravity value computed on the
 KA1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1167.degrees latitude (g = 980.6199 gals.).
 KA1167
 KA1167.The modeled gravity was interpolated from observed gravity values.
 KA1167
 KA1167;                    North         East    Units  Estimated Accuracy
 KA1167;SPC IN W     -   469,059.8     905,909.0     MT  (+/- 3 meters HH1 GPS) 
 KA1167
 KA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9873969318(NAD 83)
 KA1167
 KA1167                          SUPERSEDED SURVEY CONTROL
 KA1167
 KA1167  NGVD 29 (??/??/92)  191.180  (m)          627.23   (f) ADJ UNCH    2 0
 KA1167
 KA1167.Superseded values are not recommended for survey control.
 KA1167
 KA1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1167.See file dsdata.pdf to determine how the superseded data were derived.
 KA1167
 KA1167_MARKER: DB = BENCH MARK DISK
 KA1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1167_STAMPING: G 69 1946
 KA1167_MARK LOGO: CGS
 KA1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1167+STABILITY: SURFACE MOTION
 KA1167
 KA1167  HISTORY     - Date     Condition        Report By
 KA1167  HISTORY     - 1946     MONUMENTED       CGS
 KA1167
 KA1167                          STATION DESCRIPTION
 KA1167
 KA1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1167'3 MI E FROM ASHERVILLE.
 KA1167'ABOUT 3.0 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD AT
 KA1167'ASHERVILLE, AT A CROSS ROAD, 82 FEET NORTHWEST OF THE NORTHWEST
 KA1167'CORNER OF A FARM HOUSE, 43 FEET SOUTH OF THE CENTER LINE OF A DIM
 KA1167'ROAD LEADING EAST, 18 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA1167'CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET SOUTH OF THE CENTER
 KA1167'OF A GATE TO THE FARM YARD, 1 FOOT EAST OF A WIRE FENCE, AND
 KA1167'2 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1167'STAMPED G 69 1946 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0496 ***********************************************************************
 KA0496  DESIGNATION -  G 70
 KA0496  PID         -  KA0496
 KA0496  STATE/COUNTY-  IN/CLAY
 KA0496  COUNTRY     -  US
 KA0496  USGS QUAD   -  POLAND (2019)
 KA0496
 KA0496                         *CURRENT SURVEY CONTROL
 KA0496  ______________________________________________________________________
 KA0496* NAD 83(1986) POSITION- 39 28 23.     (N) 086 59 32.     (W)   SCALED
 KA0496* NAVD 88 ORTHO HEIGHT -   213.415 (meters)      700.18  (feet) ADJUSTED
 KA0496  ______________________________________________________________________
 KA0496  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 KA0496  DYNAMIC HEIGHT  -        213.293 (meters)      699.78  (feet) COMP
 KA0496  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA0496
 KA0496  VERT ORDER      -  SECOND    CLASS 0
 KA0496
 KA0496.The horizontal coordinates were scaled from a map and have
 KA0496.an estimated accuracy of +/- 6 seconds.
 KA0496
 KA0496.The orthometric height was determined by differential leveling and
 KA0496.adjusted by the NATIONAL GEODETIC SURVEY
 KA0496.in June 1991.
 KA0496
 KA0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0496.GEOID18 height accuracy estimate available here.
 KA0496
 KA0496.Click photographs - Photos may exist for this station.
 KA0496
 KA0496.The dynamic height is computed by dividing the NAVD 88
 KA0496.geopotential number by the normal gravity value computed on the
 KA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0496.degrees latitude (g = 980.6199 gals.).
 KA0496
 KA0496.The modeled gravity was interpolated from observed gravity values.
 KA0496
 KA0496;                    North         East    Units  Estimated Accuracy
 KA0496;SPC IN W     -   469,020.      907,840.      MT  (+/- 180 meters Scaled)
 KA0496
 KA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ006692(NAD 83)
 KA0496
 KA0496                          SUPERSEDED SURVEY CONTROL
 KA0496
 KA0496  NGVD 29 (??/??/92)  213.531  (m)          700.56   (f) ADJ UNCH    2 0
 KA0496
 KA0496.Superseded values are not recommended for survey control.
 KA0496
 KA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0496.See file dsdata.pdf to determine how the superseded data were derived.
 KA0496
 KA0496_MARKER: DB = BENCH MARK DISK
 KA0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0496_STAMPING: G 70 1946
 KA0496_MARK LOGO: CGS
 KA0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0496+STABILITY: SURFACE MOTION
 KA0496
 KA0496  HISTORY     - Date     Condition        Report By
 KA0496  HISTORY     - 1946     MONUMENTED       CGS
 KA0496
 KA0496                          STATION DESCRIPTION
 KA0496
 KA0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0496'4.3 MI E FROM ASHERVILLE.
 KA0496'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD AT
 KA0496'ASHERVILLE, ON THE CLAY-PUTNAM COUNTY LINE, 24 FEET WEST OF
 KA0496'AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA0496'19 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST TO
 KA0496'ASHERVILLE, 4.5 FEET WEST OF A STEEL FENCE CORNER POST, 1 FOOT
 KA0496'NORTH OF A WIRE FENCE, 2 FEET FROM A WHITE WOODEN WITNESS POST.
 KA0496'A STANDARD DISK, STAMPED G 70 1946 AND SET IN THE TOP OF A
 KA0496'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0832 ***********************************************************************
 KA0832  DESIGNATION -  G 71
 KA0832  PID         -  KA0832
 KA0832  STATE/COUNTY-  IN/PARKE
 KA0832  COUNTRY     -  US
 KA0832  USGS QUAD   -  MANSFIELD (2019)
 KA0832
 KA0832                         *CURRENT SURVEY CONTROL
 KA0832  ______________________________________________________________________
 KA0832* NAD 83(1986) POSITION- 39 40 43.     (N) 087 06 18.     (W)   SCALED
 KA0832* NAVD 88 ORTHO HEIGHT -   190.523 (meters)      625.07  (feet) ADJUSTED
 KA0832  ______________________________________________________________________
 KA0832  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 KA0832  DYNAMIC HEIGHT  -        190.415 (meters)      624.72  (feet) COMP
 KA0832  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA0832
 KA0832  VERT ORDER      -  SECOND    CLASS 0
 KA0832
 KA0832.The horizontal coordinates were scaled from a map and have
 KA0832.an estimated accuracy of +/- 6 seconds.
 KA0832
 KA0832.The orthometric height was determined by differential leveling and
 KA0832.adjusted by the NATIONAL GEODETIC SURVEY
 KA0832.in June 1991.
 KA0832
 KA0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0832.GEOID18 height accuracy estimate available here.
 KA0832
 KA0832.Click photographs - Photos may exist for this station.
 KA0832
 KA0832.The dynamic height is computed by dividing the NAVD 88
 KA0832.geopotential number by the normal gravity value computed on the
 KA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0832.degrees latitude (g = 980.6199 gals.).
 KA0832
 KA0832.The modeled gravity was interpolated from observed gravity values.
 KA0832
 KA0832;                    North         East    Units  Estimated Accuracy
 KA0832;SPC IN W     -   491,840.      898,140.      MT  (+/- 180 meters Scaled)
 KA0832
 KA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909920(NAD 83)
 KA0832
 KA0832                          SUPERSEDED SURVEY CONTROL
 KA0832
 KA0832  NGVD 29 (??/??/92)  190.627  (m)          625.42   (f) ADJ UNCH    2 0
 KA0832
 KA0832.Superseded values are not recommended for survey control.
 KA0832
 KA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0832.See file dsdata.pdf to determine how the superseded data were derived.
 KA0832
 KA0832_MARKER: DB = BENCH MARK DISK
 KA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0832_STAMPING: G 71 1946
 KA0832_MARK LOGO: CGS
 KA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0832+STABILITY: SURFACE MOTION
 KA0832
 KA0832  HISTORY     - Date     Condition        Report By
 KA0832  HISTORY     - 1946     MONUMENTED       CGS
 KA0832  HISTORY     - 1988     GOOD             USPSQD
 KA0832
 KA0832                          STATION DESCRIPTION
 KA0832
 KA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0832'AT MANSFIELD.
 KA0832'AT MANSFIELD, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 59 FROM
 KA0832'THE CROSS ROADS, AT THE FIRST METHODIST CHURCH, 21.5 FEET NORTH
 KA0832'OF THE NORTH CORNER OF THE CHURCH BUILDING, 66 FEET WEST AND
 KA0832'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF AN UNPAINTED
 KA0832'HOUSE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6
 KA0832'FEET SOUTH OF A CORNER FENCE POST, 2 FEET NORTHWEST OF A WHITE
 KA0832'WOODEN WITNESS POST AND ABOUT 3 FEET HIGHER THAN HIGHWAY LEVEL.
 KA0832'A STANDARD DISK, STAMPED G 71 1946 AND SET IN THE TOP OF A
 KA0832'CONCRETE POST.
 KA0832
 KA0832                          STATION RECOVERY (1988)
 KA0832
 KA0832'RECOVERY NOTE BY US POWER SQUADRON 1988 (SLG)
 KA0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0562 ***********************************************************************
 KA0562  DESIGNATION -  G 72
 KA0562  PID         -  KA0562
 KA0562  STATE/COUNTY-  IN/PUTNAM
 KA0562  COUNTRY     -  US
 KA0562  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0562
 KA0562                         *CURRENT SURVEY CONTROL
 KA0562  ______________________________________________________________________
 KA0562* NAD 83(1986) POSITION- 39 45 45.73   (N) 086 53 15.19   (W)   HD_HELD1
 KA0562* NAVD 88 ORTHO HEIGHT -   262.976 (meters)      862.78  (feet) ADJUSTED
 KA0562  ______________________________________________________________________
 KA0562  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 KA0562  DYNAMIC HEIGHT  -        262.827 (meters)      862.29  (feet) COMP
 KA0562  MODELED GRAVITY -    980,054.7   (mgal)                       NAVD 88
 KA0562
 KA0562  VERT ORDER      -  SECOND    CLASS 0
 KA0562
 KA0562.The horizontal coordinates were determined by differentially corrected
 KA0562.hand held GPS observations or other comparable positioning techniques
 KA0562.and have an estimated accuracy of +/- 3 meters.
 KA0562
 KA0562.The orthometric height was determined by differential leveling and
 KA0562.adjusted by the NATIONAL GEODETIC SURVEY
 KA0562.in June 1991.
 KA0562
 KA0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0562.GEOID18 height accuracy estimate available here.
 KA0562
 KA0562.Click photographs - Photos may exist for this station.
 KA0562
 KA0562.The dynamic height is computed by dividing the NAVD 88
 KA0562.geopotential number by the normal gravity value computed on the
 KA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0562.degrees latitude (g = 980.6199 gals.).
 KA0562
 KA0562.The modeled gravity was interpolated from observed gravity values.
 KA0562
 KA0562;                    North         East    Units  Estimated Accuracy
 KA0562;SPC IN W     -   501,189.2     916,775.6     MT  (+/- 3 meters HH1 GPS) 
 KA0562
 KA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0963101426(NAD 83)
 KA0562
 KA0562                          SUPERSEDED SURVEY CONTROL
 KA0562
 KA0562  NGVD 29 (??/??/92)  263.081  (m)          863.12   (f) ADJ UNCH    2 0
 KA0562
 KA0562.Superseded values are not recommended for survey control.
 KA0562
 KA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0562.See file dsdata.pdf to determine how the superseded data were derived.
 KA0562
 KA0562_MARKER: DB = BENCH MARK DISK
 KA0562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0562_SP_SET: BOX CULVERT HEADWALL
 KA0562_STAMPING: G 72 1946
 KA0562_MARK LOGO: CGS
 KA0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0562+STABILITY: SURFACE MOTION
 KA0562
 KA0562  HISTORY     - Date     Condition        Report By
 KA0562  HISTORY     - 1946     MONUMENTED       CGS
 KA0562
 KA0562                          STATION DESCRIPTION
 KA0562
 KA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0562'2.6 MI E FROM MORTON.
 KA0562'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0562'AT MORTON, IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 KA0562'BOX CULVERT NUMBER 36-D-36.04, ABOUT 125 YARDS WEST OF THE
 KA0562'INTERSECTION WITH STATE HIGHWAY 43, 23 FEET SOUTH OF THE CENTER
 KA0562'LINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN HIGHWAY LEVEL.
 KA0562'A STANDARD DISK, STAMPED G 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0742 ***********************************************************************
 KA0742  DESIGNATION -  G 73
 KA0742  PID         -  KA0742
 KA0742  STATE/COUNTY-  IN/HENDRICKS
 KA0742  COUNTRY     -  US
 KA0742  USGS QUAD   -  COATESVILLE (2019)
 KA0742
 KA0742                         *CURRENT SURVEY CONTROL
 KA0742  ______________________________________________________________________
 KA0742* NAD 83(1986) POSITION- 39 42 54.15   (N) 086 39 03.62   (W)   HD_HELD1
 KA0742* NAVD 88 ORTHO HEIGHT -   272.253 (meters)      893.22  (feet) POSTED
 KA0742  ______________________________________________________________________
 KA0742  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 KA0742  DYNAMIC HEIGHT  -        272.10  (meters)      892.7   (feet) COMP
 KA0742  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 KA0742
 KA0742  VERT ORDER      -  * POSTED, SEE BELOW
 KA0742
 KA0742.The horizontal coordinates were determined by differentially corrected
 KA0742.hand held GPS observations or other comparable positioning techniques
 KA0742.and have an estimated accuracy of +/- 3 meters.
 KA0742
 KA0742.The orthometric height was determined by differential leveling
 KA0742.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0742
 KA0742.* This is a POSTED BENCH MARK height.
 KA0742
 KA0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0742.GEOID18 height accuracy estimate available here.
 KA0742
 KA0742.Click photographs - Photos may exist for this station.
 KA0742
 KA0742.The dynamic height is computed by dividing the NAVD 88
 KA0742.geopotential number by the normal gravity value computed on the
 KA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0742.degrees latitude (g = 980.6199 gals.).
 KA0742
 KA0742.The modeled gravity was interpolated from observed gravity values.
 KA0742
 KA0742;                    North         East    Units  Estimated Accuracy
 KA0742;SPC IN W     -   495,968.6     937,070.0     MT  (+/- 3 meters HH1 GPS) 
 KA0742
 KA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2991396188(NAD 83)
 KA0742
 KA0742                          SUPERSEDED SURVEY CONTROL
 KA0742
 KA0742  NGVD 29 (??/??/92)  272.359  (m)          893.56   (f) ADJ UNCH    2 0
 KA0742
 KA0742.Superseded values are not recommended for survey control.
 KA0742
 KA0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0742.See file dsdata.pdf to determine how the superseded data were derived.
 KA0742
 KA0742_MARKER: DB = BENCH MARK DISK
 KA0742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0742_SP_SET: CULVERT HEADWALL
 KA0742_STAMPING: G 73 1946
 KA0742_MARK LOGO: CGS
 KA0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0742+STABILITY: SURFACE MOTION
 KA0742
 KA0742  HISTORY     - Date     Condition        Report By
 KA0742  HISTORY     - 1946     MONUMENTED       CGS
 KA0742  HISTORY     - 20081118 MARK NOT FOUND   INDOT
 KA0742
 KA0742                          STATION DESCRIPTION
 KA0742
 KA0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0742'2.9 MI N FROM COATESVILLE.
 KA0742'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE PENNSYLVANIA
 KA0742'RAILROAD STATION AT COATESVILLE, 0.4 MILE NORTH OF THE INTERSECTION
 KA0742'WITH AN EAST-WEST GRAVEL ROAD, 0.2 MILE SOUTH OF THE OVERPASS OVER
 KA0742'THE NEW YORK CENTRAL RAILROAD, SET IN THE TOP OF THE SOUTH END
 KA0742'OF THE EAST CONCRETE HEADWALL OF A 24-INCH CORRUGATED STEEL PIPE
 KA0742'CULVERT, 10.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 KA0742'FEET SOUTH OF REA POWER LINE POLE NUMBER E 922, 1 FOOT NORTH OF THE
 KA0742'SOUTH END OF THE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY
 KA0742'LEVEL.  A STANDARD DISK, STAMPED G 73 1946.
 KA0742
 KA0742                          STATION RECOVERY (2008)
 KA0742
 KA0742'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0742'MARK NOT FOUND (GONE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0888 ***********************************************************************
 KA0888  DESIGNATION -  G 74
 KA0888  PID         -  KA0888
 KA0888  STATE/COUNTY-  IN/MONTGOMERY
 KA0888  COUNTRY     -  US
 KA0888  USGS QUAD   -  ALAMO (2019)
 KA0888
 KA0888                         *CURRENT SURVEY CONTROL
 KA0888  ______________________________________________________________________
 KA0888* NAD 83(1986) POSITION- 39 53 41.     (N) 087 00 56.     (W)   SCALED
 KA0888* NAVD 88 ORTHO HEIGHT -   239.133 (meters)      784.56  (feet) ADJUSTED
 KA0888  ______________________________________________________________________
 KA0888  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA0888  DYNAMIC HEIGHT  -        239.000 (meters)      784.12  (feet) COMP
 KA0888  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 KA0888
 KA0888  VERT ORDER      -  SECOND    CLASS 0
 KA0888
 KA0888.The horizontal coordinates were scaled from a map and have
 KA0888.an estimated accuracy of +/- 6 seconds.
 KA0888
 KA0888.The orthometric height was determined by differential leveling and
 KA0888.adjusted by the NATIONAL GEODETIC SURVEY
 KA0888.in June 1991.
 KA0888
 KA0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0888.GEOID18 height accuracy estimate available here.
 KA0888
 KA0888.Click photographs - Photos may exist for this station.
 KA0888
 KA0888.The dynamic height is computed by dividing the NAVD 88
 KA0888.geopotential number by the normal gravity value computed on the
 KA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0888.degrees latitude (g = 980.6199 gals.).
 KA0888
 KA0888.The modeled gravity was interpolated from observed gravity values.
 KA0888
 KA0888;                    North         East    Units  Estimated Accuracy
 KA0888;SPC IN W     -   515,830.      905,800.      MT  (+/- 180 meters Scaled)
 KA0888
 KA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK986160(NAD 83)
 KA0888
 KA0888                          SUPERSEDED SURVEY CONTROL
 KA0888
 KA0888  NGVD 29 (??/??/92)  239.226  (m)          784.86   (f) ADJ UNCH    2 0
 KA0888
 KA0888.Superseded values are not recommended for survey control.
 KA0888
 KA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0888.See file dsdata.pdf to determine how the superseded data were derived.
 KA0888
 KA0888_MARKER: DB = BENCH MARK DISK
 KA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0888_STAMPING: G 74 1946
 KA0888_MARK LOGO: CGS
 KA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0888+STABILITY: SURFACE MOTION
 KA0888
 KA0888  HISTORY     - Date     Condition        Report By
 KA0888  HISTORY     - 1946     MONUMENTED       CGS
 KA0888
 KA0888                          STATION DESCRIPTION
 KA0888
 KA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0888'1.7 MI NE FROM WAVELAND.
 KA0888'1.7 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0888'STATION AT WAVELAND, MONTGOMERY COUNTY, AT A GRAVEL-ROAD CROSSING,
 KA0888'52 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 45 FEET NORTHEAST
 KA0888'OF THE CENTERLINE OF THE GRAVEL ROAD, 21.5 FEET NORTHWEST OF THE
 KA0888'NORTHWEST RAIL, 37.5 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 KA0888'HIGHWAY 47 PARALLELING THE TRACK, 19 FEET EAST OF THE SOUTHEAST
 KA0888'END OF A 2-FOOT CONCRETE CULVERT, 2 FEET SOUTH OF A WHITE WOODEN
 KA0888'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 KA0888'DISK, STAMPED G 74 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0888'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0726 ***********************************************************************
 KA0726  DESIGNATION -  G 75
 KA0726  PID         -  KA0726
 KA0726  STATE/COUNTY-  IN/MONTGOMERY
 KA0726  COUNTRY     -  US
 KA0726  USGS QUAD   -  LADOGA (2019)
 KA0726
 KA0726                         *CURRENT SURVEY CONTROL
 KA0726  ______________________________________________________________________
 KA0726* NAD 83(1986) POSITION- 39 58 00.     (N) 086 47 59.     (W)   SCALED
 KA0726* NAVD 88 ORTHO HEIGHT -   260.682 (meters)      855.25  (feet) ADJUSTED
 KA0726  ______________________________________________________________________
 KA0726  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 KA0726  DYNAMIC HEIGHT  -        260.540 (meters)      854.79  (feet) COMP
 KA0726  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 KA0726
 KA0726  VERT ORDER      -  SECOND    CLASS 0
 KA0726
 KA0726.The horizontal coordinates were scaled from a map and have
 KA0726.an estimated accuracy of +/- 6 seconds.
 KA0726
 KA0726.The orthometric height was determined by differential leveling and
 KA0726.adjusted by the NATIONAL GEODETIC SURVEY
 KA0726.in June 1991.
 KA0726
 KA0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0726.GEOID18 height accuracy estimate available here.
 KA0726
 KA0726.Click photographs - Photos may exist for this station.
 KA0726
 KA0726.The dynamic height is computed by dividing the NAVD 88
 KA0726.geopotential number by the normal gravity value computed on the
 KA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0726.degrees latitude (g = 980.6199 gals.).
 KA0726
 KA0726.The modeled gravity was interpolated from observed gravity values.
 KA0726
 KA0726;                    North         East    Units  Estimated Accuracy
 KA0726;SPC IN W     -   523,860.      924,230.      MT  (+/- 180 meters Scaled)
 KA0726
 KA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171240(NAD 83)
 KA0726
 KA0726                          SUPERSEDED SURVEY CONTROL
 KA0726
 KA0726  NGVD 29 (??/??/92)  260.781  (m)          855.58   (f) ADJ UNCH    2 0
 KA0726
 KA0726.Superseded values are not recommended for survey control.
 KA0726
 KA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0726.See file dsdata.pdf to determine how the superseded data were derived.
 KA0726
 KA0726_MARKER: DB = BENCH MARK DISK
 KA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0726_STAMPING: G 75 1946
 KA0726_MARK LOGO: CGS
 KA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0726+STABILITY: SURFACE MOTION
 KA0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0726+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 KA0726
 KA0726  HISTORY     - Date     Condition        Report By
 KA0726  HISTORY     - 1946     MONUMENTED       CGS
 KA0726  HISTORY     - 20110505 GOOD             JCLS
 KA0726
 KA0726                          STATION DESCRIPTION
 KA0726
 KA0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0726'2.2 MI S FROM LINNSBURG.
 KA0726'ABOUT 2.2 MILES SOUTH ALONG THE MACE-LADOGA HIGHWAY FROM THE
 KA0726'PEORIA AND EASTERN RAILWAY CROSSING AT LINNSBURG, IN THE NORTHWEST
 KA0726'QUARTER OF AN INTERSECTION, 55 FEET NORTHWEST OF THE CENTER OF
 KA0726'THE INTERSECTION, 43 FEET NORTH OF THE CENTER LINE OF THE
 KA0726'EAST-WEST ROAD, 37 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 KA0726'ROAD, 1 FOOT SOUTHEAST OF A WIRE FENCE LINE, 2 FEET NORTHEAST OF
 KA0726'A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE INTERSECTION.  A
 KA0726'STANDARD DISK, STAMPED G 75 1946 AND SET IN THE TOP OF A CONCRETE
 KA0726'POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0726
 KA0726                          STATION RECOVERY (2011)
 KA0726
 KA0726'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0754 ***********************************************************************
 KA0754  DESIGNATION -  G 76
 KA0754  PID         -  KA0754
 KA0754  STATE/COUNTY-  IN/HENDRICKS
 KA0754  COUNTRY     -  US
 KA0754  USGS QUAD   -  HALL (2019)
 KA0754
 KA0754                         *CURRENT SURVEY CONTROL
 KA0754  ______________________________________________________________________
 KA0754* NAD 83(1986) POSITION- 39 36 23.     (N) 086 34 26.     (W)   SCALED
 KA0754* NAVD 88 ORTHO HEIGHT -   233.191 (meters)      765.06  (feet) ADJUSTED
 KA0754  ______________________________________________________________________
 KA0754  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KA0754  DYNAMIC HEIGHT  -        233.061 (meters)      764.63  (feet) COMP
 KA0754  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA0754
 KA0754  VERT ORDER      -  SECOND    CLASS 0
 KA0754
 KA0754.The horizontal coordinates were scaled from a map and have
 KA0754.an estimated accuracy of +/- 6 seconds.
 KA0754
 KA0754.The orthometric height was determined by differential leveling and
 KA0754.adjusted by the NATIONAL GEODETIC SURVEY
 KA0754.in June 1991.
 KA0754
 KA0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0754.GEOID18 height accuracy estimate available here.
 KA0754
 KA0754.Click photographs - Photos may exist for this station.
 KA0754
 KA0754.The dynamic height is computed by dividing the NAVD 88
 KA0754.geopotential number by the normal gravity value computed on the
 KA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0754.degrees latitude (g = 980.6199 gals.).
 KA0754
 KA0754.The modeled gravity was interpolated from observed gravity values.
 KA0754
 KA0754;                    North         East    Units  Estimated Accuracy
 KA0754;SPC IN W     -   483,940.      943,750.      MT  (+/- 180 meters Scaled)
 KA0754
 KA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ365841(NAD 83)
 KA0754
 KA0754                          SUPERSEDED SURVEY CONTROL
 KA0754
 KA0754  NGVD 29 (??/??/92)  233.293  (m)          765.40   (f) ADJ UNCH    2 0
 KA0754
 KA0754.Superseded values are not recommended for survey control.
 KA0754
 KA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0754.See file dsdata.pdf to determine how the superseded data were derived.
 KA0754
 KA0754_MARKER: DB = BENCH MARK DISK
 KA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0754_STAMPING: G 76 1946
 KA0754_MARK LOGO: CGS
 KA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0754+STABILITY: SURFACE MOTION
 KA0754
 KA0754  HISTORY     - Date     Condition        Report By
 KA0754  HISTORY     - 1946     MONUMENTED       CGS
 KA0754
 KA0754                          STATION DESCRIPTION
 KA0754
 KA0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0754'3.9 MI SE FROM STILESVILLE.
 KA0754'ABOUT 3.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 KA0754'AT STILESVILLE, 0.3 MILE NORTHWEST OF A CROSS ROAD, AT THE JUNCTION
 KA0754'OF A ROAD LEADING SOUTHWEST, 52 FEET SOUTHEAST OF THE SOUTH CORNER
 KA0754'OF AN OLD IRON BRIDGE OVER MUD CREEK, 33 FEET SOUTHWEST OF THE
 KA0754'CENTER LINE OF THE MAIN ROAD, 12 FEET SOUTHEAST OF THE CENTER LINE
 KA0754'OF THE SIDE ROAD, 15 FEET SOUTHWEST OF A CONCRETE FENCE CORNER
 KA0754'POST, AND 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 KA0754'STANDARD DISK, STAMPED G 76 1946 AND SET IN THE TOP OF A CONCRETE
 KA0754'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0106 ***********************************************************************
 KA0106  DESIGNATION -  G 77
 KA0106  PID         -  KA0106
 KA0106  STATE/COUNTY-  IN/MARION
 KA0106  COUNTRY     -  US
 KA0106  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0106
 KA0106                         *CURRENT SURVEY CONTROL
 KA0106  ______________________________________________________________________
 KA0106* NAD 83(1986) POSITION- 39 45 48.     (N) 086 11 48.     (W)   SCALED
 KA0106* NAVD 88 ORTHO HEIGHT -   214.957 (meters)      705.24  (feet) POSTED
 KA0106  ______________________________________________________________________
 KA0106  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 KA0106  DYNAMIC HEIGHT  -        214.84  (meters)      704.9   (feet) COMP
 KA0106  MODELED GRAVITY -    980,074.9   (mgal)                       NAVD 88
 KA0106
 KA0106  VERT ORDER      -  * POSTED, SEE BELOW
 KA0106
 KA0106.The horizontal coordinates were scaled from a map and have
 KA0106.an estimated accuracy of +/- 6 seconds.
 KA0106
 KA0106.The orthometric height was determined by differential leveling
 KA0106.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0106
 KA0106.* This is a POSTED BENCH MARK height.
 KA0106
 KA0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0106.GEOID18 height accuracy estimate available here.
 KA0106
 KA0106.Click photographs - Photos may exist for this station.
 KA0106
 KA0106.The dynamic height is computed by dividing the NAVD 88
 KA0106.geopotential number by the normal gravity value computed on the
 KA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0106.degrees latitude (g = 980.6199 gals.).
 KA0106
 KA0106.The modeled gravity was interpolated from observed gravity values.
 KA0106
 KA0106;                    North         East    Units  Estimated Accuracy
 KA0106;SPC IN E     -   501,380.       54,590.      MT  (+/- 180 meters Scaled)
 KA0106
 KA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK688017(NAD 83)
 KA0106
 KA0106                          SUPERSEDED SURVEY CONTROL
 KA0106
 KA0106  NGVD 29 (??/??/92)  215.091  (m)          705.68   (f) ADJ UNCH    1 2
 KA0106
 KA0106.Superseded values are not recommended for survey control.
 KA0106
 KA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0106.See file dsdata.pdf to determine how the superseded data were derived.
 KA0106
 KA0106_MARKER: DB = BENCH MARK DISK
 KA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0106_STAMPING: G 77 1946
 KA0106_MARK LOGO: CGS
 KA0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0106+STABILITY: SURFACE MOTION
 KA0106
 KA0106  HISTORY     - Date     Condition        Report By
 KA0106  HISTORY     - 1946     MONUMENTED       CGS
 KA0106  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0106
 KA0106                          STATION DESCRIPTION
 KA0106
 KA0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0106'AT INDIANAPOLIS.
 KA0106'AT INDIANAPOLIS, ABOUT 2.0 MILES WEST OF UNION STATION ALONG
 KA0106'THE NEW YORK CENTRAL RAILROAD, AT THE GRADE CROSSING OF SOUTH
 KA0106'BELMONT AVENUE, AT THE NORTHWEST CORNER OF THE J.D. ADAMS
 KA0106'MANUFACTURING COMPANY YARDS, 35 FEET EAST OF THE CENTER LINE
 KA0106'OF SOUTH BELMONT AVENUE, 21 FEET SOUTH OF THE SOUTH RAIL OF THE
 KA0106'SOUTH TRACK, 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE,
 KA0106'2 FEET WEST OF A WHITE WOODEN WITNESS POST, AT POLE 1/50 AND
 KA0106'ABOUT 1 1/2 FEET HIGHER THAN THE LEVEL OF THE CROSSING.  A STANDARD
 KA0106'DISK, STAMPED G 77 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0106'PROJECTING 5 INCHES ABOVE GROUND.
 KA0106
 KA0106                          STATION RECOVERY (1959)
 KA0106
 KA0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0591 ***********************************************************************
 LB0591  DESIGNATION -  G 78
 LB0591  PID         -  LB0591
 LB0591  STATE/COUNTY-  IN/BOONE
 LB0591  COUNTRY     -  US
 LB0591  USGS QUAD   -  ROSSTON (2019)
 LB0591
 LB0591                         *CURRENT SURVEY CONTROL
 LB0591  ______________________________________________________________________
 LB0591* NAD 83(2011) POSITION- 40 05 05.18557(N) 086 18 24.12017(W)   NO CHECK
 LB0591* NAD 83(2011) ELLIP HT-   257.333 (meters)        (06/27/12)   NO CHECK
 LB0591* NAD 83(2011) EPOCH   -  2010.00
 LB0591* NAVD 88 ORTHO HEIGHT -   291.285 (meters)      955.66  (feet) ADJUSTED
 LB0591  ______________________________________________________________________
 LB0591  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 LB0591  NAD 83(2011) X  -    314,789.355 (meters)                     COMP
 LB0591  NAD 83(2011) Y  - -4,876,699.446 (meters)                     COMP
 LB0591  NAD 83(2011) Z  -  4,085,357.490 (meters)                     COMP
 LB0591  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LB0591  DYNAMIC HEIGHT  -        291.124 (meters)      955.13  (feet) COMP
 LB0591  MODELED GRAVITY -    980,062.6   (mgal)                       NAVD 88
 LB0591
 LB0591  VERT ORDER      -  SECOND    CLASS 0
 LB0591
 LB0591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0591  Standards:
 LB0591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0591  -------------------------------------------------------------------
 LB0591  NETWORK    1.57   5.08           0.48   0.71   2.59     -0.55572779
 LB0591  -------------------------------------------------------------------
 LB0591  Click here for local accuracies and other accuracy information.
 LB0591
 LB0591.The horizontal coordinates were established by GPS observations
 LB0591.and adjusted by the National Geodetic Survey in June 2012.
 LB0591
 LB0591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0591.been affixed to the stable North American tectonic plate. See 
 LB0591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0591
 LB0591.The horizontal coordinates are valid at the epoch date displayed above
 LB0591.which is a decimal equivalence of Year/Month/Day.
 LB0591
 LB0591.No horizontal observational check was made to the station.
 LB0591
 LB0591.The orthometric height was determined by differential leveling and
 LB0591.adjusted by the NATIONAL GEODETIC SURVEY
 LB0591.in June 1991.
 LB0591
 LB0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0591.GEOID18 height accuracy estimate available here.
 LB0591
 LB0591.Click photographs - Photos may exist for this station.
 LB0591
 LB0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0591
 LB0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0591
 LB0591.The ellipsoidal height was determined by GPS observations
 LB0591.and is referenced to NAD 83.
 LB0591
 LB0591.The dynamic height is computed by dividing the NAVD 88
 LB0591.geopotential number by the normal gravity value computed on the
 LB0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0591.degrees latitude (g = 980.6199 gals.).
 LB0591
 LB0591.The modeled gravity was interpolated from observed gravity values.
 LB0591
 LB0591. The following values were computed from the NAD 83(2011) position.
 LB0591
 LB0591;                    North         East     Units Scale Factor Converg.
 LB0591;SPC IN W     -   537,219.286   966,235.769   MT  1.00002065   +0 30 00.4
 LB0591;SPC IN W     - 1,762,526.94  3,170,058.52   sFT  1.00002065   +0 30 00.4
 LB0591;UTM  16      - 4,437,396.624   559,106.877   MT  0.99964301   +0 26 47.2
 LB0591
 LB0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0591!SPC IN W     -   0.99995963  x   1.00002065  =   0.99998028
 LB0591!UTM  16      -   0.99995963  x   0.99964301  =   0.99960266
 LB0591
 LB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5910637396(NAD 83)
 LB0591
 LB0591                          SUPERSEDED SURVEY CONTROL
 LB0591
 LB0591  NAD 83(2007)-  40 05 05.18564(N)    086 18 24.12104(W) AD(2002.00) 1
 LB0591  ELLIP H (04/02/09)  257.358  (m)                       GP(2002.00) 3 2
 LB0591  NAD 83(1997)-  40 05 05.18570(N)    086 18 24.12098(W) AD(       ) 1
 LB0591  ELLIP H (03/21/07)  257.365  (m)                       GP(       ) 3 2
 LB0591  NAVD 88             291.29   (m)          955.7    (f) LEVELING    3  
 LB0591  NGVD 29 (??/??/92)  291.387  (m)          955.99   (f) ADJ UNCH    2 0
 LB0591
 LB0591.Superseded values are not recommended for survey control.
 LB0591
 LB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0591.See file dsdata.pdf to determine how the superseded data were derived.
 LB0591
 LB0591_MARKER: DB = BENCH MARK DISK
 LB0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0591_STAMPING: G 78 1946
 LB0591_MARK LOGO: CGS
 LB0591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0591+STABILITY: SURFACE MOTION
 LB0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0591+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2023
 LB0591
 LB0591  HISTORY     - Date     Condition        Report By
 LB0591  HISTORY     - 1946     MONUMENTED       CGS
 LB0591  HISTORY     - 20061217 GOOD             WOOLPT
 LB0591  HISTORY     - 20230614 GOOD             PICI
 LB0591
 LB0591                          STATION DESCRIPTION
 LB0591
 LB0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0591'AT WAUGH.
 LB0591'AT WAUGH, IN THE NORTHEAST QUARTER OF THE CROSS ROADS, 186
 LB0591'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 47.5 FEET
 LB0591'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHWEST
 LB0591'OF A T FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 LB0591'AND ABOUT 1.5 FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK,
 LB0591'STAMPED G 78 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0591'4 INCHES ABOVE GROUND.
 LB0591
 LB0591                          STATION RECOVERY (2006)
 LB0591
 LB0591'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB0591'THE STATION IS LOCATED 36.0 M (118 FT) NORTH OF A UTILITY POLE
 LB0591'NUMBERED BA9 82, 14.5 M (47.5 FT) EAST OF THE CENTERLINE OF U.S. ROUTE
 LB0591'421, 7.9 M (25.8 FT) SOUTH OF A UTILITY POLE NUMBERED BA9 81, AND 0.8
 LB0591'M (2.5 FT) SOUTHWEST OF AN UTILITY PEDESTAL.  RECOVERED IN GOOD
 LB0591'CONDITION.
 LB0591
 LB0591                          STATION RECOVERY (2023)
 LB0591
 LB0591'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (PK)
 LB0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0061 ***********************************************************************
 KA0061  DESIGNATION -  G 79
 KA0061  PID         -  KA0061
 KA0061  STATE/COUNTY-  IN/MARION
 KA0061  COUNTRY     -  US
 KA0061  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0061
 KA0061                         *CURRENT SURVEY CONTROL
 KA0061  ______________________________________________________________________
 KA0061* NAD 83(1986) POSITION- 39 46 10.     (N) 086 10 00.     (W)   SCALED
 KA0061* NAVD 88 ORTHO HEIGHT -   217.987 (meters)      715.18  (feet) ADJUSTED
 KA0061  ______________________________________________________________________
 KA0061  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 KA0061  DYNAMIC HEIGHT  -        217.867 (meters)      714.79  (feet) COMP
 KA0061  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 KA0061
 KA0061  VERT ORDER      -  SECOND    CLASS 0
 KA0061
 KA0061.The horizontal coordinates were scaled from a map and have
 KA0061.an estimated accuracy of +/- 6 seconds.
 KA0061
 KA0061.The orthometric height was determined by differential leveling and
 KA0061.adjusted by the NATIONAL GEODETIC SURVEY
 KA0061.in June 1991.
 KA0061
 KA0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0061.GEOID18 height accuracy estimate available here.
 KA0061
 KA0061.Click photographs - Photos may exist for this station.
 KA0061
 KA0061.The dynamic height is computed by dividing the NAVD 88
 KA0061.geopotential number by the normal gravity value computed on the
 KA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0061.degrees latitude (g = 980.6199 gals.).
 KA0061
 KA0061.The modeled gravity was interpolated from observed gravity values.
 KA0061
 KA0061;                    North         East    Units  Estimated Accuracy
 KA0061;SPC IN E     -   502,040.       57,160.      MT  (+/- 180 meters Scaled)
 KA0061
 KA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK713025(NAD 83)
 KA0061
 KA0061                          SUPERSEDED SURVEY CONTROL
 KA0061
 KA0061  NGVD 29 (??/??/92)  218.119  (m)          715.61   (f) ADJ UNCH    2 0
 KA0061
 KA0061.Superseded values are not recommended for survey control.
 KA0061
 KA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0061.See file dsdata.pdf to determine how the superseded data were derived.
 KA0061
 KA0061_MARKER: DB = BENCH MARK DISK
 KA0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0061_SP_SET: BRIDGE
 KA0061_STAMPING: G 79 1946
 KA0061_MARK LOGO: CGS
 KA0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0061
 KA0061  HISTORY     - Date     Condition        Report By
 KA0061  HISTORY     - 1946     MONUMENTED       CGS
 KA0061  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KA0061
 KA0061                          STATION DESCRIPTION
 KA0061
 KA0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0061'AT INDIANAPOLIS.
 KA0061'AT INDIANAPOLIS, BETWEEN WEST MARKET STREET AND WEST OHIO STREET
 KA0061'ON NORTH WEST STREET, AT THE NORTH WEST STREET BRIDGE OVER A CANAL,
 KA0061'AT THE SOUTHEAST CORNER OF A PARK, SET IN THE TOP OF THE NORTH END
 KA0061'OF THE EAST RAILING OF THE CONCRETE BRIDGE, 45 FEET EAST OF THE
 KA0061'CENTER LINE OF NORTH WEST STREET AND 3 FEET ABOVE THE SIDEWALK.
 KA0061'A STANDARD DISK, STAMPED G 79 1946.
 KA0061
 KA0061                          STATION RECOVERY (1989)
 KA0061
 KA0061'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRP)
 KA0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1038 ***********************************************************************
 MD1038  DESIGNATION -  G 8
 MD1038  PID         -  MD1038
 MD1038  STATE/COUNTY-  IN/KOSCIUSKO
 MD1038  COUNTRY     -  US
 MD1038  USGS QUAD   -  WARSAW (2019)
 MD1038
 MD1038                         *CURRENT SURVEY CONTROL
 MD1038  ______________________________________________________________________
 MD1038* NAD 83(1986) POSITION- 41 11 01.     (N) 085 52 12.     (W)   SCALED
 MD1038* NAVD 88 ORTHO HEIGHT -   266.196 (meters)      873.34  (feet) POSTED
 MD1038  ______________________________________________________________________
 MD1038  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 MD1038  DYNAMIC HEIGHT  -        266.08  (meters)      873.0   (feet) COMP
 MD1038  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 MD1038
 MD1038  VERT ORDER      -  * POSTED, SEE BELOW
 MD1038
 MD1038.The horizontal coordinates were scaled from a map and have
 MD1038.an estimated accuracy of +/- 6 seconds.
 MD1038
 MD1038.The orthometric height was determined by differential leveling
 MD1038.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MD1038
 MD1038.* This is a POSTED BENCH MARK height.
 MD1038
 MD1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1038.GEOID18 height accuracy estimate available here.
 MD1038
 MD1038.Click photographs - Photos may exist for this station.
 MD1038
 MD1038.The dynamic height is computed by dividing the NAVD 88
 MD1038.geopotential number by the normal gravity value computed on the
 MD1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1038.degrees latitude (g = 980.6199 gals.).
 MD1038
 MD1038.The modeled gravity was interpolated from observed gravity values.
 MD1038
 MD1038;                    North         East    Units  Estimated Accuracy
 MD1038;SPC IN E     -   658,970.       82,940.      MT  (+/- 180 meters Scaled)
 MD1038
 MD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL947597(NAD 83)
 MD1038
 MD1038                          SUPERSEDED SURVEY CONTROL
 MD1038
 MD1038.No superseded survey control is available for this station.
 MD1038
 MD1038_MARKER: DB = BENCH MARK DISK
 MD1038_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1038_STAMPING: G 8 ELEV 873.761 FT
 MD1038_MARK LOGO: CGS
 MD1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1038
 MD1038  HISTORY     - Date     Condition        Report By
 MD1038  HISTORY     - 1916     MONUMENTED       CGS
 MD1038  HISTORY     - 1934     GOOD             CGS
 MD1038
 MD1038                          STATION DESCRIPTION
 MD1038
 MD1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1038'4 MI S FROM WARSAW.
 MD1038'AT REEDS CROSSING, ABOUT 4 MILES SOUTH OF WARSAW, KOSCIUSKO
 MD1038'COUNTY, INDIANA, ABOUT 246 FEET NORTH OF THE HIGHWAY, ABOUT 100
 MD1038'FEET NORTH OF POLE 83/30, OPPOSITE CULVERT MARKER 168, IN LINE
 MD1038'WITH THE POLES ON EAST SIDE OF CLEVELAND, CINCINNATI, CHICAGO AND
 MD1038'ST. LOUIS RAILWAY TRACKS, IN THE TOP OF A STONE POST 13 INCHES
 MD1038'ABOVE GROUND, A STANDARD U.S.C. AND G.S. DISK.  STAMPED G 8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1510 ***********************************************************************
 JZ1510  DESIGNATION -  G 8 HNY
 JZ1510  PID         -  JZ1510
 JZ1510  STATE/COUNTY-  IN/HENRY
 JZ1510  COUNTRY     -  US
 JZ1510  USGS QUAD   -  DUNREITH (2019)
 JZ1510
 JZ1510                         *CURRENT SURVEY CONTROL
 JZ1510  ______________________________________________________________________
 JZ1510* NAD 83(1986) POSITION- 39 48 10.     (N) 085 25 47.     (W)   SCALED
 JZ1510* NAVD 88 ORTHO HEIGHT -   316.025 (meters)     1036.83  (feet) ADJUSTED
 JZ1510  ______________________________________________________________________
 JZ1510  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 JZ1510  DYNAMIC HEIGHT  -        315.844 (meters)     1036.23  (feet) COMP
 JZ1510  MODELED GRAVITY -    980,045.2   (mgal)                       NAVD 88
 JZ1510
 JZ1510  VERT ORDER      -  SECOND    CLASS 0
 JZ1510
 JZ1510.The horizontal coordinates were scaled from a map and have
 JZ1510.an estimated accuracy of +/- 6 seconds.
 JZ1510
 JZ1510.The orthometric height was determined by differential leveling and
 JZ1510.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1510.in June 1991.
 JZ1510
 JZ1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1510.GEOID18 height accuracy estimate available here.
 JZ1510
 JZ1510.Click photographs - Photos may exist for this station.
 JZ1510
 JZ1510.The dynamic height is computed by dividing the NAVD 88
 JZ1510.geopotential number by the normal gravity value computed on the
 JZ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1510.degrees latitude (g = 980.6199 gals.).
 JZ1510
 JZ1510.The modeled gravity was interpolated from observed gravity values.
 JZ1510
 JZ1510;                    North         East    Units  Estimated Accuracy
 JZ1510;SPC IN E     -   505,650.      120,290.      MT  (+/- 180 meters Scaled)
 JZ1510
 JZ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK344070(NAD 83)
 JZ1510
 JZ1510                          SUPERSEDED SURVEY CONTROL
 JZ1510
 JZ1510  NGVD 29 (??/??/92)  316.153  (m)         1037.25   (f) ADJ UNCH    2 0
 JZ1510
 JZ1510.Superseded values are not recommended for survey control.
 JZ1510
 JZ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1510.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1510
 JZ1510_MARKER: DD = SURVEY DISK
 JZ1510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1510_SP_SET: BRIDGE
 JZ1510_STAMPING: G 8 HNY
 JZ1510_MARK LOGO: INHD
 JZ1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1510
 JZ1510  HISTORY     - Date     Condition        Report By
 JZ1510  HISTORY     - UNK      MONUMENTED       INHD
 JZ1510  HISTORY     - 1947     GOOD             CGS
 JZ1510  HISTORY     - 20050901 MARK NOT FOUND   GEOCAC
 JZ1510
 JZ1510                          STATION DESCRIPTION
 JZ1510
 JZ1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1510'0.4 MI E FROM DUNREITH.
 JZ1510'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1510'AT DUNREITH, IN THE TOP OF THE WEST END OF THE BASE OF THE
 JZ1510'NORTH CONCRETE BANISTER OF A 110-FOOT CONCRETE ARCH BRIDGE, 51
 JZ1510'FEET NORTH OF THE CENTER LINE OF THE EAST-BOUND TRAFFIC LANE
 JZ1510'AND ABOUT LEVEL WITH THE PAVEMENT.
 JZ1510
 JZ1510                          STATION RECOVERY (2005)
 JZ1510
 JZ1510'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1510'THE TOP OF THE BASE OF THE BANISTER IS NO LONGER VISIBLE BECAUSE OF
 JZ1510'ADDITIONAL RAILINGS PUT IN PLACE.  INDIANA DEPARTMENT OF
 JZ1510'TRANSPORTATION HAS PUT A BENCHMARK (HNY 078) ON THE TOP OF THE
 JZ1510'BANISTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0653 ***********************************************************************
 LB0653  DESIGNATION -  G 80
 LB0653  PID         -  LB0653
 LB0653  STATE/COUNTY-  IN/BOONE
 LB0653  COUNTRY     -  US
 LB0653  USGS QUAD   -  LEBANON (2019)
 LB0653
 LB0653                         *CURRENT SURVEY CONTROL
 LB0653  ______________________________________________________________________
 LB0653* NAD 83(1986) POSITION- 40 00 59.     (N) 086 26 09.     (W)   SCALED
 LB0653* NAVD 88 ORTHO HEIGHT -   289.102 (meters)      948.50  (feet) ADJUSTED
 LB0653  ______________________________________________________________________
 LB0653  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB0653  DYNAMIC HEIGHT  -        288.941 (meters)      947.97  (feet) COMP
 LB0653  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LB0653
 LB0653  VERT ORDER      -  SECOND    CLASS 0
 LB0653
 LB0653.The horizontal coordinates were scaled from a map and have
 LB0653.an estimated accuracy of +/- 6 seconds.
 LB0653
 LB0653.The orthometric height was determined by differential leveling and
 LB0653.adjusted by the NATIONAL GEODETIC SURVEY
 LB0653.in June 1991.
 LB0653
 LB0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0653.GEOID18 height accuracy estimate available here.
 LB0653
 LB0653.Click photographs - Photos may exist for this station.
 LB0653
 LB0653.The dynamic height is computed by dividing the NAVD 88
 LB0653.geopotential number by the normal gravity value computed on the
 LB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0653.degrees latitude (g = 980.6199 gals.).
 LB0653
 LB0653.The modeled gravity was interpolated from observed gravity values.
 LB0653
 LB0653;                    North         East    Units  Estimated Accuracy
 LB0653;SPC IN W     -   529,540.      955,280.      MT  (+/- 180 meters Scaled)
 LB0653
 LB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK481297(NAD 83)
 LB0653
 LB0653                          SUPERSEDED SURVEY CONTROL
 LB0653
 LB0653  NGVD 29 (??/??/92)  289.204  (m)          948.83   (f) ADJ UNCH    2 0
 LB0653
 LB0653.Superseded values are not recommended for survey control.
 LB0653
 LB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0653.See file dsdata.pdf to determine how the superseded data were derived.
 LB0653
 LB0653_MARKER: DB = BENCH MARK DISK
 LB0653_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0653_SP_SET: BOX CULVERT HEADWALL
 LB0653_STAMPING: G 80 1946
 LB0653_MARK LOGO: CGS
 LB0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0653+STABILITY: SURFACE MOTION
 LB0653
 LB0653  HISTORY     - Date     Condition        Report By
 LB0653  HISTORY     - 1946     MONUMENTED       CGS
 LB0653
 LB0653                          STATION DESCRIPTION
 LB0653
 LB0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0653'2.8 MI SE FROM LEBANON.
 LB0653'ALONG U.S. HIGHWAY 52 ABOUT 2.85 MILES SOUTHEAST OF THE COUNTY
 LB0653'COURT HOUSE AT LEBANON, SET IN THE TOP OF THE NORTHWEST END
 LB0653'OF THE NORTHEAST HEADWALL OF A 20-FOOT CONCRETE BOX CULVERT,
 LB0653'13 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY PAVEMENT,
 LB0653'AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0653'G 80 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0654 ***********************************************************************
 LB0654  DESIGNATION -  G 80 RESET
 LB0654  PID         -  LB0654
 LB0654  STATE/COUNTY-  IN/BOONE
 LB0654  COUNTRY     -  US
 LB0654  USGS QUAD   -  LEBANON (2019)
 LB0654
 LB0654                         *CURRENT SURVEY CONTROL
 LB0654  ______________________________________________________________________
 LB0654* NAD 83(1986) POSITION- 40 00 59.     (N) 086 26 09.     (W)   SCALED
 LB0654* NAVD 88 ORTHO HEIGHT -   289.16  (meters)      948.7   (feet) RESET
 LB0654  ______________________________________________________________________
 LB0654  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB0654  VERT ORDER      -  THIRD
 LB0654
 LB0654.The horizontal coordinates were scaled from a map and have
 LB0654.an estimated accuracy of +/- 6 seconds.
 LB0654
 LB0654.The orthometric height was computed from unverified reset data.
 LB0654
 LB0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0654.GEOID18 height accuracy estimate available here.
 LB0654
 LB0654.Click photographs - Photos may exist for this station.
 LB0654
 LB0654;                    North         East    Units  Estimated Accuracy
 LB0654;SPC IN W     -   529,540.      955,280.      MT  (+/- 180 meters Scaled)
 LB0654
 LB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK481297(NAD 83)
 LB0654
 LB0654                          SUPERSEDED SURVEY CONTROL
 LB0654
 LB0654.No superseded survey control is available for this station.
 LB0654
 LB0654_MARKER: DB = BENCH MARK DISK
 LB0654_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0654_SP_SET: BOX CULVERT HEADWALL
 LB0654_STAMPING: G 80 RESET 1958
 LB0654_MARK LOGO: CGS
 LB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0654+STABILITY: SURFACE MOTION
 LB0654
 LB0654  HISTORY     - Date     Condition        Report By
 LB0654  HISTORY     - 1958     MONUMENTED       INHD
 LB0654  HISTORY     - 1959     GOOD             CGS
 LB0654  HISTORY     - 1978     GOOD             LOCSUR
 LB0654
 LB0654                          STATION DESCRIPTION
 LB0654
 LB0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB0654'2.8 MI SE FROM LEBANON.
 LB0654'ABOUT U.S. HIGHWAY 52 (INTERSTATE 65) ABOUT 2.85 MILES SOUTHEAST
 LB0654'OF THE COUNTY COURT HOUSE AT LEBANON, SET IN THE TOP OF THE
 LB0654'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 20 FOOT CONCRETE
 LB0654'BOX CULVERT, 16 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 LB0654'HIGHWAY PAVEMENT (NORTHBOUND TRAFFIC LANE) AND ABOUT 2 1/4
 LB0654'FEET BELOW HIGHWAY LEVEL.
 LB0654
 LB0654                          STATION RECOVERY (1978)
 LB0654
 LB0654'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0539 ***********************************************************************
 KA0539  DESIGNATION -  G 81
 KA0539  PID         -  KA0539
 KA0539  STATE/COUNTY-  IN/OWEN
 KA0539  COUNTRY     -  US
 KA0539  USGS QUAD   -  QUINCY (2019)
 KA0539
 KA0539                         *CURRENT SURVEY CONTROL
 KA0539  ______________________________________________________________________
 KA0539* NAD 83(1986) POSITION- 39 26 27.     (N) 086 42 55.     (W)   SCALED
 KA0539* NAVD 88 ORTHO HEIGHT -   246.181 (meters)      807.68  (feet) ADJUSTED
 KA0539  ______________________________________________________________________
 KA0539  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KA0539  DYNAMIC HEIGHT  -        246.040 (meters)      807.22  (feet) COMP
 KA0539  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA0539
 KA0539  VERT ORDER      -  SECOND    CLASS 0
 KA0539
 KA0539.The horizontal coordinates were scaled from a map and have
 KA0539.an estimated accuracy of +/- 6 seconds.
 KA0539
 KA0539.The orthometric height was determined by differential leveling and
 KA0539.adjusted by the NATIONAL GEODETIC SURVEY
 KA0539.in June 1991.
 KA0539
 KA0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0539.GEOID18 height accuracy estimate available here.
 KA0539
 KA0539.Click photographs - Photos may exist for this station.
 KA0539
 KA0539.The dynamic height is computed by dividing the NAVD 88
 KA0539.geopotential number by the normal gravity value computed on the
 KA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0539.degrees latitude (g = 980.6199 gals.).
 KA0539
 KA0539.The modeled gravity was interpolated from observed gravity values.
 KA0539
 KA0539;                    North         East    Units  Estimated Accuracy
 KA0539;SPC IN W     -   465,500.      931,680.      MT  (+/- 180 meters Scaled)
 KA0539
 KA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ245657(NAD 83)
 KA0539
 KA0539                          SUPERSEDED SURVEY CONTROL
 KA0539
 KA0539  NGVD 29 (??/??/92)  246.297  (m)          808.06   (f) ADJ UNCH    2 0
 KA0539
 KA0539.Superseded values are not recommended for survey control.
 KA0539
 KA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0539.See file dsdata.pdf to determine how the superseded data were derived.
 KA0539
 KA0539_MARKER: DB = BENCH MARK DISK
 KA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0539_STAMPING: G 81 1946
 KA0539_MARK LOGO: CGS
 KA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0539+STABILITY: SURFACE MOTION
 KA0539
 KA0539  HISTORY     - Date     Condition        Report By
 KA0539  HISTORY     - 1946     MONUMENTED       CGS
 KA0539
 KA0539                          STATION DESCRIPTION
 KA0539
 KA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0539'0.8 MI SW FROM QUINCY.
 KA0539'0.85 MILE WEST AND SOUTH ALONG A GRAVEL ROAD LEADING TO DEVORE AND
 KA0539'STATE HIGHWAY 43 FROM THE HIGH SCHOOL AT QUINCY, AT A CROSS ROAD,
 KA0539'71 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0539'EAST-WEST ROAD, 48 FEET SOUTH OF A FENCE CORNER, 19 FEET WEST OF
 KA0539'AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD SOUTH, 2
 KA0539'FEET EAST OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE WOODEN
 KA0539'WITNESS POST.  A STANDARD DISK, STAMPED G 81 1946 AND SET IN THE
 KA0539'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1213 ***********************************************************************
 KA1213  DESIGNATION -  G 82
 KA1213  PID         -  KA1213
 KA1213  STATE/COUNTY-  IN/CLAY
 KA1213  COUNTRY     -  US
 KA1213  USGS QUAD   -  SALINE CITY (2019)
 KA1213
 KA1213                         *CURRENT SURVEY CONTROL
 KA1213  ______________________________________________________________________
 KA1213* NAD 83(1986) POSITION- 39 21 29.     (N) 087 07 40.     (W)   SCALED
 KA1213* NAVD 88 ORTHO HEIGHT -   171.516 (meters)      562.72  (feet) ADJUSTED
 KA1213  ______________________________________________________________________
 KA1213  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 KA1213  DYNAMIC HEIGHT  -        171.417 (meters)      562.39  (feet) COMP
 KA1213  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 KA1213
 KA1213  VERT ORDER      -  FIRST     CLASS II
 KA1213
 KA1213.The horizontal coordinates were scaled from a map and have
 KA1213.an estimated accuracy of +/- 6 seconds.
 KA1213
 KA1213.The orthometric height was determined by differential leveling and
 KA1213.adjusted by the NATIONAL GEODETIC SURVEY
 KA1213.in June 1991.
 KA1213
 KA1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1213.GEOID18 height accuracy estimate available here.
 KA1213
 KA1213.Click photographs - Photos may exist for this station.
 KA1213
 KA1213.The dynamic height is computed by dividing the NAVD 88
 KA1213.geopotential number by the normal gravity value computed on the
 KA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1213.degrees latitude (g = 980.6199 gals.).
 KA1213
 KA1213.The modeled gravity was interpolated from observed gravity values.
 KA1213
 KA1213;                    North         East    Units  Estimated Accuracy
 KA1213;SPC IN W     -   456,250.      896,170.      MT  (+/- 180 meters Scaled)
 KA1213
 KA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ889565(NAD 83)
 KA1213
 KA1213                          SUPERSEDED SURVEY CONTROL
 KA1213
 KA1213  NGVD 29 (??/??/92)  171.625  (m)          563.07   (f) ADJ UNCH    1 2
 KA1213
 KA1213.Superseded values are not recommended for survey control.
 KA1213
 KA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1213.See file dsdata.pdf to determine how the superseded data were derived.
 KA1213
 KA1213_MARKER: DB = BENCH MARK DISK
 KA1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1213_STAMPING: G 82 1946
 KA1213_MARK LOGO: CGS
 KA1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1213+STABILITY: SURFACE MOTION
 KA1213
 KA1213  HISTORY     - Date     Condition        Report By
 KA1213  HISTORY     - 1946     MONUMENTED       CGS
 KA1213  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1213
 KA1213                          STATION DESCRIPTION
 KA1213
 KA1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1213'0.5 MI S FROM SALINE CITY.
 KA1213'ABOUT 0.5 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1213'THE STATION AT SALINE CITY, AT A ROAD CROSSING, 51 FEET NORTH
 KA1213'OF POLE NO. 20/15, 33 FEET EAST OF AND ABOUT 1.5 FOOT LOWER
 KA1213'THAN THE CENTER LINE OF THE TRACK, 28 FEET NORTH OF THE CENTER
 KA1213'LINE OF THE ROAD, 15.5 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 KA1213'20.5 FEET NORTHWEST OF THE END POST OF THE FENCE, AND 2 FEET
 KA1213'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1213'G 82 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1213'INCHES ABOVE GROUND.
 KA1213
 KA1213                          STATION RECOVERY (1985)
 KA1213
 KA1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1213'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1193 ***********************************************************************
 KA1193  DESIGNATION -  G 83
 KA1193  PID         -  KA1193
 KA1193  STATE/COUNTY-  IN/OWEN
 KA1193  COUNTRY     -  US
 KA1193  USGS QUAD   -  COAL CITY (2019)
 KA1193
 KA1193                         *CURRENT SURVEY CONTROL
 KA1193  ______________________________________________________________________
 KA1193* NAD 83(1986) POSITION- 39 10 09.     (N) 087 00 17.     (W)   SCALED
 KA1193* NAVD 88 ORTHO HEIGHT -   158.037 (meters)      518.49  (feet) POSTED
 KA1193  ______________________________________________________________________
 KA1193  GEOID HEIGHT    -        -32.740 (meters)                     GEOID18
 KA1193  DYNAMIC HEIGHT  -        157.94  (meters)      518.2   (feet) COMP
 KA1193  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 KA1193
 KA1193  VERT ORDER      -  * POSTED, SEE BELOW
 KA1193
 KA1193.The horizontal coordinates were scaled from a map and have
 KA1193.an estimated accuracy of +/- 6 seconds.
 KA1193
 KA1193.The orthometric height was determined by differential leveling
 KA1193.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1193
 KA1193.* This is a POSTED BENCH MARK height.
 KA1193
 KA1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1193.GEOID18 height accuracy estimate available here.
 KA1193
 KA1193.Click photographs - Photos may exist for this station.
 KA1193
 KA1193.The dynamic height is computed by dividing the NAVD 88
 KA1193.geopotential number by the normal gravity value computed on the
 KA1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1193.degrees latitude (g = 980.6199 gals.).
 KA1193
 KA1193.The modeled gravity was interpolated from observed gravity values.
 KA1193
 KA1193;                    North         East    Units  Estimated Accuracy
 KA1193;SPC IN W     -   435,280.      906,790.      MT  (+/- 180 meters Scaled)
 KA1193
 KA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ995355(NAD 83)
 KA1193
 KA1193                          SUPERSEDED SURVEY CONTROL
 KA1193
 KA1193  NGVD 29 (??/??/92)  158.166  (m)          518.92   (f) ADJ UNCH    1 2
 KA1193
 KA1193.Superseded values are not recommended for survey control.
 KA1193
 KA1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1193.See file dsdata.pdf to determine how the superseded data were derived.
 KA1193
 KA1193_MARKER: DB = BENCH MARK DISK
 KA1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1193_SP_SET: PIER
 KA1193_STAMPING: G 83 1946
 KA1193_MARK LOGO: CGS
 KA1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1193
 KA1193  HISTORY     - Date     Condition        Report By
 KA1193  HISTORY     - 1946     MONUMENTED       CGS
 KA1193  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1193
 KA1193                          STATION DESCRIPTION
 KA1193
 KA1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1193'4 MI N FROM WORTHINGTON.
 KA1193'ABOUT 4.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1193'THE STATION AT WORTHINGTON, ABOUT 4.9 MILES SOUTH OF THE STATION
 KA1193'AT COAL CITY, OWEN COUNTY, SET IN THE TOP OF THE SOUTHWEST END
 KA1193'OF THE SOUTHEAST PIER OF THE STEEL BRIDGE ACROSS EEL RIVER, 14
 KA1193'FEET SOUTHWEST OF AND ABOUT 5.5 FEET LOWER THAN THE CENTER LINE OF
 KA1193'THE TRACK.  A STANDARD DISK, STAMPED G 83 1946.
 KA1193
 KA1193                          STATION RECOVERY (1985)
 KA1193
 KA1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1193'THE RAILROAD BRIDGE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0528 ***********************************************************************
 KA0528  DESIGNATION -  G 84
 KA0528  PID         -  KA0528
 KA0528  STATE/COUNTY-  IN/OWEN
 KA0528  COUNTRY     -  US
 KA0528  USGS QUAD   -  CATARACT (2019)
 KA0528
 KA0528                         *CURRENT SURVEY CONTROL
 KA0528  ______________________________________________________________________
 KA0528* NAD 83(1986) POSITION- 39 25 42.     (N) 086 50 45.     (W)   SCALED
 KA0528* NAVD 88 ORTHO HEIGHT -   256.454 (meters)      841.38  (feet) ADJUSTED
 KA0528  ______________________________________________________________________
 KA0528  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA0528  DYNAMIC HEIGHT  -        256.305 (meters)      840.89  (feet) COMP
 KA0528  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 KA0528
 KA0528  VERT ORDER      -  SECOND    CLASS 0
 KA0528
 KA0528.The horizontal coordinates were scaled from a map and have
 KA0528.an estimated accuracy of +/- 6 seconds.
 KA0528
 KA0528.The orthometric height was determined by differential leveling and
 KA0528.adjusted by the NATIONAL GEODETIC SURVEY
 KA0528.in June 1991.
 KA0528
 KA0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0528.GEOID18 height accuracy estimate available here.
 KA0528
 KA0528.Click photographs - Photos may exist for this station.
 KA0528
 KA0528.The dynamic height is computed by dividing the NAVD 88
 KA0528.geopotential number by the normal gravity value computed on the
 KA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0528.degrees latitude (g = 980.6199 gals.).
 KA0528
 KA0528.The modeled gravity was interpolated from observed gravity values.
 KA0528
 KA0528;                    North         East    Units  Estimated Accuracy
 KA0528;SPC IN W     -   464,080.      920,450.      MT  (+/- 180 meters Scaled)
 KA0528
 KA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ132643(NAD 83)
 KA0528
 KA0528                          SUPERSEDED SURVEY CONTROL
 KA0528
 KA0528  NGVD 29 (??/??/92)  256.573  (m)          841.77   (f) ADJ UNCH    2 0
 KA0528
 KA0528.Superseded values are not recommended for survey control.
 KA0528
 KA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0528.See file dsdata.pdf to determine how the superseded data were derived.
 KA0528
 KA0528_MARKER: DB = BENCH MARK DISK
 KA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0528_STAMPING: G 84 1946
 KA0528_MARK LOGO: CGS
 KA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0528+STABILITY: SURFACE MOTION
 KA0528
 KA0528  HISTORY     - Date     Condition        Report By
 KA0528  HISTORY     - 1946     MONUMENTED       CGS
 KA0528
 KA0528                          STATION DESCRIPTION
 KA0528
 KA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0528'2.2 MI SW FROM CATARACT.
 KA0528'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO THE
 KA0528'MOUNT PLEASANT (BUCKSKIN) M. E. CHURCH, AND JORDAN FROM THE GRAMMAR
 KA0528'SCHOOL AT T JUNCTION OF A ROAD LEADING NORTH, 74 FEET NORTH OF
 KA0528'AND ABOUT 5 FEET ABOVE THE CENTER LINE OF THE MAIN ROAD, 33 FEET
 KA0528'EAST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 4 FEET EAST
 KA0528'OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE, AND 2 FEET WEST
 KA0528'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 84
 KA0528'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0528'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0411 ***********************************************************************
 KA0411  DESIGNATION -  G 85
 KA0411  PID         -  KA0411
 KA0411  STATE/COUNTY-  IN/GREENE
 KA0411  COUNTRY     -  US
 KA0411  USGS QUAD   -  BLOOMFIELD (2019)
 KA0411
 KA0411                         *CURRENT SURVEY CONTROL
 KA0411  ______________________________________________________________________
 KA0411* NAD 83(1986) POSITION- 39 00 48.25   (N) 086 54 03.26   (W)   HD_HELD1
 KA0411* NAVD 88 ORTHO HEIGHT -   179.410 (meters)      588.61  (feet) ADJUSTED
 KA0411  ______________________________________________________________________
 KA0411  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 KA0411  DYNAMIC HEIGHT  -        179.299 (meters)      588.25  (feet) COMP
 KA0411  MODELED GRAVITY -    980,006.1   (mgal)                       NAVD 88
 KA0411
 KA0411  VERT ORDER      -  FIRST     CLASS II
 KA0411
 KA0411.The horizontal coordinates were determined by differentially corrected
 KA0411.hand held GPS observations or other comparable positioning techniques
 KA0411.and have an estimated accuracy of +/- 3 meters.
 KA0411
 KA0411.The orthometric height was determined by differential leveling and
 KA0411.adjusted by the NATIONAL GEODETIC SURVEY
 KA0411.in June 1991.
 KA0411
 KA0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0411.GEOID18 height accuracy estimate available here.
 KA0411
 KA0411.Click photographs - Photos may exist for this station.
 KA0411
 KA0411.The dynamic height is computed by dividing the NAVD 88
 KA0411.geopotential number by the normal gravity value computed on the
 KA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0411.degrees latitude (g = 980.6199 gals.).
 KA0411
 KA0411.The modeled gravity was interpolated from observed gravity values.
 KA0411
 KA0411;                    North         East    Units  Estimated Accuracy
 KA0411;SPC IN W     -   418,000.0     915,799.6     MT  (+/- 3 meters HH1 GPS) 
 KA0411
 KA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0857918268(NAD 83)
 KA0411
 KA0411                          SUPERSEDED SURVEY CONTROL
 KA0411
 KA0411  NGVD 29 (??/??/92)  179.542  (m)          589.05   (f) ADJ UNCH    1 2
 KA0411
 KA0411.Superseded values are not recommended for survey control.
 KA0411
 KA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0411.See file dsdata.pdf to determine how the superseded data were derived.
 KA0411
 KA0411_MARKER: DB = BENCH MARK DISK
 KA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0411_STAMPING: G 85 1946
 KA0411_MARK LOGO: CGS
 KA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0411+STABILITY: SURFACE MOTION
 KA0411
 KA0411  HISTORY     - Date     Condition        Report By
 KA0411  HISTORY     - 1946     MONUMENTED       CGS
 KA0411  HISTORY     - 1949     GOOD             CGS
 KA0411
 KA0411                          STATION DESCRIPTION
 KA0411
 KA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0411'2.4 MI SE FROM BLOOMFIELD.
 KA0411'2.35 MILES SOUTHEAST ALONG A ROAD LEADING TO MINERAL, FROM
 KA0411'THE ILLINOIS CENTRAL RAILROAD STATION AT BLOOMFIELD, AT A T
 KA0411'JUNCTION OF A ROAD LEADING NORTH, 77 FEET SOUTH OF AND ABOUT
 KA0411'LEVEL WITH THE CENTERLINE OF THE EAST-WEST ROAD, 51 FEET SOUTH
 KA0411'OF A FENCE CORNER, 22 FEET WEST OF THE CENTERLINE OF THE ROAD
 KA0411'LEADING NORTH, 3 FEET SOUTH OF A TELEPHONE POLE IN THE FENCE LINE,
 KA0411'0.6 FOOT EAST OF THE FENCE LINE AND 2 FEET NORTH OF A WHITE
 KA0411'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 85 1946 AND SET
 KA0411'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0782 ***********************************************************************
 KA0782  DESIGNATION -  G 86
 KA0782  PID         -  KA0782
 KA0782  STATE/COUNTY-  IN/HENDRICKS
 KA0782  COUNTRY     -  US
 KA0782  USGS QUAD   -  DANVILLE (2019)
 KA0782
 KA0782                         *CURRENT SURVEY CONTROL
 KA0782  ______________________________________________________________________
 KA0782* NAD 83(1986) POSITION- 39 47 22.68   (N) 086 32 35.07   (W)   HD_HELD1
 KA0782* NAVD 88 ORTHO HEIGHT -   279.610 (meters)      917.35  (feet) ADJUSTED
 KA0782  ______________________________________________________________________
 KA0782  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 KA0782  DYNAMIC HEIGHT  -        279.457 (meters)      916.85  (feet) COMP
 KA0782  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA0782
 KA0782  VERT ORDER      -  SECOND    CLASS 0
 KA0782
 KA0782.The horizontal coordinates were determined by differentially corrected
 KA0782.hand held GPS observations or other comparable positioning techniques
 KA0782.and have an estimated accuracy of +/- 3 meters.
 KA0782
 KA0782.The orthometric height was determined by differential leveling and
 KA0782.adjusted by the NATIONAL GEODETIC SURVEY
 KA0782.in June 1991.
 KA0782
 KA0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0782.GEOID18 height accuracy estimate available here.
 KA0782
 KA0782.Click photographs - Photos may exist for this station.
 KA0782
 KA0782.The dynamic height is computed by dividing the NAVD 88
 KA0782.geopotential number by the normal gravity value computed on the
 KA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0782.degrees latitude (g = 980.6199 gals.).
 KA0782
 KA0782.The modeled gravity was interpolated from observed gravity values.
 KA0782
 KA0782;                    North         East    Units  Estimated Accuracy
 KA0782;SPC IN W     -   504,300.5     946,274.6     MT  (+/- 3 meters HH1 GPS) 
 KA0782
 KA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3912204508(NAD 83)
 KA0782
 KA0782                          SUPERSEDED SURVEY CONTROL
 KA0782
 KA0782  NGVD 29 (??/??/92)  279.720  (m)          917.71   (f) ADJ UNCH    2 0
 KA0782
 KA0782.Superseded values are not recommended for survey control.
 KA0782
 KA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0782.See file dsdata.pdf to determine how the superseded data were derived.
 KA0782
 KA0782_MARKER: DB = BENCH MARK DISK
 KA0782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0782_SP_SET: BOX CULVERT HEADWALL
 KA0782_STAMPING: G 86 1946
 KA0782_MARK LOGO: CGS
 KA0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0782+STABILITY: SURFACE MOTION
 KA0782
 KA0782  HISTORY     - Date     Condition        Report By
 KA0782  HISTORY     - 1946     MONUMENTED       CGS
 KA0782  HISTORY     - 20110713 GOOD             GEOCAC
 KA0782
 KA0782                          STATION DESCRIPTION
 KA0782
 KA0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0782'2.6 MI N FROM DANVILLE.
 KA0782'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 KA0782'COURT HOUSE AT DANVILLE, SET IN THE TOP OF THE NORTH END OF THE WEST
 KA0782'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, ABOUT 200 FEET SOUTH OF
 KA0782'THE CENTER OF THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTHEAST,
 KA0782'26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH
 KA0782'OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0782'A STANDARD DISK, STAMPED G 86 1946.
 KA0782
 KA0782                          STATION RECOVERY (2011)
 KA0782
 KA0782'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0846 ***********************************************************************
 LB0846  DESIGNATION -  G 87
 LB0846  PID         -  LB0846
 LB0846  STATE/COUNTY-  IN/TIPPECANOE
 LB0846  COUNTRY     -  US
 LB0846  USGS QUAD   -  COLFAX (2019)
 LB0846
 LB0846                         *CURRENT SURVEY CONTROL
 LB0846  ______________________________________________________________________
 LB0846* NAD 83(1986) POSITION- 40 13 25.     (N) 086 42 52.     (W)   SCALED
 LB0846* NAVD 88 ORTHO HEIGHT -   249.504 (meters)      818.58  (feet) ADJUSTED
 LB0846  ______________________________________________________________________
 LB0846  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 LB0846  DYNAMIC HEIGHT  -        249.373 (meters)      818.15  (feet) COMP
 LB0846  MODELED GRAVITY -    980,095.2   (mgal)                       NAVD 88
 LB0846
 LB0846  VERT ORDER      -  SECOND    CLASS 0
 LB0846
 LB0846.The horizontal coordinates were scaled from a map and have
 LB0846.an estimated accuracy of +/- 6 seconds.
 LB0846
 LB0846.The orthometric height was determined by differential leveling and
 LB0846.adjusted by the NATIONAL GEODETIC SURVEY
 LB0846.in June 1991.
 LB0846
 LB0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0846.GEOID18 height accuracy estimate available here.
 LB0846
 LB0846.Click photographs - Photos may exist for this station.
 LB0846
 LB0846.The dynamic height is computed by dividing the NAVD 88
 LB0846.geopotential number by the normal gravity value computed on the
 LB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0846.degrees latitude (g = 980.6199 gals.).
 LB0846
 LB0846.The modeled gravity was interpolated from observed gravity values.
 LB0846
 LB0846;                    North         East    Units  Estimated Accuracy
 LB0846;SPC IN W     -   552,410.      931,400.      MT  (+/- 180 meters Scaled)
 LB0846
 LB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242526(NAD 83)
 LB0846
 LB0846                          SUPERSEDED SURVEY CONTROL
 LB0846
 LB0846  NGVD 29 (??/??/92)  249.597  (m)          818.89   (f) ADJ UNCH    2 0
 LB0846
 LB0846.Superseded values are not recommended for survey control.
 LB0846
 LB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0846.See file dsdata.pdf to determine how the superseded data were derived.
 LB0846
 LB0846_MARKER: DB = BENCH MARK DISK
 LB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0846_STAMPING: G 87 1946
 LB0846_MARK LOGO: CGS
 LB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0846+STABILITY: SURFACE MOTION
 LB0846
 LB0846  HISTORY     - Date     Condition        Report By
 LB0846  HISTORY     - 1946     MONUMENTED       CGS
 LB0846
 LB0846                          STATION DESCRIPTION
 LB0846
 LB0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0846'1.8 MI SE FROM CLARKS HILL.
 LB0846'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB0846'OFFICE AT CLARKS HILL, THENCE ABOUT 1.6 MILE SOUTH ALONG A GRAVEL
 LB0846'ROAD LEADING TO BOWERS, ABOUT 0.6 MILE NORTH OF THE
 LB0846'MONTGOMERY-TIPPECANOE COUNTY LINE, 140 FEET NORTHWEST AND ACROSS
 LB0846'THE ROAD FROM THE NORTHWEST CORNER OF A WHITE HOUSE, 74 FEET
 LB0846'SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE NO. 143-368 WITH A
 LB0846'TRANSFORMER, 24 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 LB0846'LINE OF THE ROAD, 3 FEET NORTHWEST OF A FENCE CORNER POST, AND
 LB0846'2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LB0846'STAMPED G 87 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0846'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0793 ***********************************************************************
 LB0793  DESIGNATION -  G 88
 LB0793  PID         -  LB0793
 LB0793  STATE/COUNTY-  IN/TIPPECANOE
 LB0793  COUNTRY     -  US
 LB0793  USGS QUAD   -  STOCKWELL (2019)
 LB0793
 LB0793                         *CURRENT SURVEY CONTROL
 LB0793  ______________________________________________________________________
 LB0793* NAD 83(1986) POSITION- 40 15 29.     (N) 086 47 07.     (W)   SCALED
 LB0793* NAVD 88 ORTHO HEIGHT -   236.541 (meters)      776.05  (feet) ADJUSTED
 LB0793  ______________________________________________________________________
 LB0793  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 LB0793  DYNAMIC HEIGHT  -        236.418 (meters)      775.65  (feet) COMP
 LB0793  MODELED GRAVITY -    980,103.4   (mgal)                       NAVD 88
 LB0793
 LB0793  VERT ORDER      -  SECOND    CLASS 0
 LB0793
 LB0793.The horizontal coordinates were scaled from a map and have
 LB0793.an estimated accuracy of +/- 6 seconds.
 LB0793
 LB0793.The orthometric height was determined by differential leveling and
 LB0793.adjusted by the NATIONAL GEODETIC SURVEY
 LB0793.in June 1991.
 LB0793
 LB0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0793.GEOID18 height accuracy estimate available here.
 LB0793
 LB0793.Click photographs - Photos may exist for this station.
 LB0793
 LB0793.The dynamic height is computed by dividing the NAVD 88
 LB0793.geopotential number by the normal gravity value computed on the
 LB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0793.degrees latitude (g = 980.6199 gals.).
 LB0793
 LB0793.The modeled gravity was interpolated from observed gravity values.
 LB0793
 LB0793;                    North         East    Units  Estimated Accuracy
 LB0793;SPC IN W     -   556,210.      925,360.      MT  (+/- 180 meters Scaled)
 LB0793
 LB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK182564(NAD 83)
 LB0793
 LB0793                          SUPERSEDED SURVEY CONTROL
 LB0793
 LB0793  NGVD 29 (??/??/92)  236.63   (m)          776.3    (f) COMPUTED    2 0
 LB0793
 LB0793.Superseded values are not recommended for survey control.
 LB0793
 LB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0793.See file dsdata.pdf to determine how the superseded data were derived.
 LB0793
 LB0793_MARKER: DB = BENCH MARK DISK
 LB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0793_STAMPING: G 88 1946
 LB0793_MARK LOGO: CGS
 LB0793_PROJECTION: RECESSED 5 CENTIMETERS
 LB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0793+STABILITY: SURFACE MOTION
 LB0793
 LB0793  HISTORY     - Date     Condition        Report By
 LB0793  HISTORY     - 1946     MONUMENTED       CGS
 LB0793  HISTORY     - 1966     GOOD             CGS
 LB0793  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0793
 LB0793                          STATION DESCRIPTION
 LB0793
 LB0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0793'4.4 MI NW FROM CLARKS HILL.
 LB0793'ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD FROM POST OFFICE
 LB0793'AT CLARKS HILL, THENCE ABOUT 3.5 MILE WEST ALONG STATE HIGHWAY
 LB0793'28, ABOUT 0.15 MILE WEST FROM A TWO STORY WHITE HOUSE ON THE
 LB0793'NORTH SIDE OF THE HIGHWAY, SET 6 INCHES NORTH OF THE SOUTH
 LB0793'RIGHT OF WAY FENCELINE, 60 FEET SOUTHWEST OF AND ACROSS THE
 LB0793'HIGHWAY FROM THE CENTER OF A GATE LEADING TO A CULTIVATED
 LB0793'FIELD, 30.3 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTERLINE
 LB0793'OF THE HIGHWAY, 3.0 FEET EAST OF THE CENTER OF A FENCE CORNER
 LB0793'POST, A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP
 LB0793'OF A 10-INCH SQUARE CONCRETE POST, 2 INCHES BELOW THE GROUND.
 LB0793'THIS MARK MAY ALSO BE REACHED FROM THE CLEVELAND, CINCINNATI,
 LB0793'CHICAGO, AND ST. LOUIS RAILWAY STATION AT STOCKWELL BY GOING
 LB0793'ABOUT 1.9 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE 0.75 MILE
 LB0793'WEST ALONG STATE HIGHWAY 28.
 LB0793
 LB0793                          STATION RECOVERY (1966)
 LB0793
 LB0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0793'RECOVERED IN GOOD CONDITION.
 LB0793
 LB0793                          STATION RECOVERY (2002)
 LB0793
 LB0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0793'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0832 ***********************************************************************
 LB0832  DESIGNATION -  G 89
 LB0832  PID         -  LB0832
 LB0832  STATE/COUNTY-  IN/MONTGOMERY
 LB0832  COUNTRY     -  US
 LB0832  USGS QUAD   -  LINDEN (2019)
 LB0832
 LB0832                         *CURRENT SURVEY CONTROL
 LB0832  ______________________________________________________________________
 LB0832* NAD 83(1986) POSITION- 40 11 33.21   (N) 086 54 15.52   (W)   HD_HELD1
 LB0832* NAVD 88 ORTHO HEIGHT -   239.831 (meters)      786.85  (feet) ADJUSTED
 LB0832  ______________________________________________________________________
 LB0832  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 LB0832  DYNAMIC HEIGHT  -        239.706 (meters)      786.44  (feet) COMP
 LB0832  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LB0832
 LB0832  VERT ORDER      -  SECOND    CLASS 0
 LB0832
 LB0832.The horizontal coordinates were determined by differentially corrected
 LB0832.hand held GPS observations or other comparable positioning techniques
 LB0832.and have an estimated accuracy of +/- 3 meters.
 LB0832
 LB0832.The orthometric height was determined by differential leveling and
 LB0832.adjusted by the NATIONAL GEODETIC SURVEY
 LB0832.in June 1991.
 LB0832
 LB0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0832.GEOID18 height accuracy estimate available here.
 LB0832
 LB0832.Click photographs - Photos may exist for this station.
 LB0832
 LB0832.The dynamic height is computed by dividing the NAVD 88
 LB0832.geopotential number by the normal gravity value computed on the
 LB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0832.degrees latitude (g = 980.6199 gals.).
 LB0832
 LB0832.The modeled gravity was interpolated from observed gravity values.
 LB0832
 LB0832;                    North         East    Units  Estimated Accuracy
 LB0832;SPC IN W     -   548,913.3     915,243.9     MT  (+/- 3 meters HH1 GPS) 
 LB0832
 LB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0814449134(NAD 83)
 LB0832
 LB0832                          SUPERSEDED SURVEY CONTROL
 LB0832
 LB0832  NGVD 29 (??/??/92)  239.916  (m)          787.12   (f) ADJ UNCH    2 0
 LB0832
 LB0832.Superseded values are not recommended for survey control.
 LB0832
 LB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0832.See file dsdata.pdf to determine how the superseded data were derived.
 LB0832
 LB0832_MARKER: DB = BENCH MARK DISK
 LB0832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0832_SP_SET: CULVERT HEADWALL
 LB0832_STAMPING: G 89 1946
 LB0832_MARK LOGO: CGS
 LB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0832+STABILITY: SURFACE MOTION
 LB0832
 LB0832  HISTORY     - Date     Condition        Report By
 LB0832  HISTORY     - 1946     MONUMENTED       CGS
 LB0832
 LB0832                          STATION DESCRIPTION
 LB0832
 LB0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0832'AT LINDEN.
 LB0832'AT LINDEN, ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 43 FROM
 LB0832'THE METHODIST CHURCH, ABOUT 300 FEET SOUTH OF THE CROSSING OF
 LB0832'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, ABOUT 250 FEET
 LB0832'NORTH OF A PURE OIL SERVICE STATION, SET IN THE SOUTH END OF THE
 LB0832'EAST HEAD WALL OF AN 18 INCH CONCRETE CULVERT, 21 FEET EAST OF
 LB0832'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0832'A STANDARD DISK, STAMPED G 89 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2070 ***********************************************************************
 JZ2070  DESIGNATION -  G 9
 JZ2070  PID         -  JZ2070
 JZ2070  STATE/COUNTY-  IN/SHELBY
 JZ2070  COUNTRY     -  US
 JZ2070  USGS QUAD   -  LEWIS CREEK (2019)
 JZ2070
 JZ2070                         *CURRENT SURVEY CONTROL
 JZ2070  ______________________________________________________________________
 JZ2070* NAD 83(2011) POSITION- 39 25 44.93535(N) 085 48 27.60588(W)   ADJUSTED
 JZ2070* NAD 83(2011) ELLIP HT-   191.586 (meters)        (11/08/18)   ADJUSTED
 JZ2070* NAD 83(2011) EPOCH   -  2010.00
 JZ2070* NAVD 88 ORTHO HEIGHT -   225.478 (meters)      739.76  (feet) ADJUSTED
 JZ2070  ______________________________________________________________________
 JZ2070  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 JZ2070  NAD 83(2011) X  -    360,651.432 (meters)                     COMP
 JZ2070  NAD 83(2011) Y  - -4,920,153.332 (meters)                     COMP
 JZ2070  NAD 83(2011) Z  -  4,029,352.340 (meters)                     COMP
 JZ2070  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 JZ2070  DYNAMIC HEIGHT  -        225.344 (meters)      739.32  (feet) COMP
 JZ2070  MODELED GRAVITY -    980,025.7   (mgal)                       NAVD 88
 JZ2070
 JZ2070  VERT ORDER      -  FIRST     CLASS II
 JZ2070
 JZ2070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2070  Standards:
 JZ2070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2070  -------------------------------------------------------------------
 JZ2070  NETWORK    0.36   0.78           0.16   0.13   0.40      0.05827491
 JZ2070  -------------------------------------------------------------------
 JZ2070  Click here for local accuracies and other accuracy information.
 JZ2070
 JZ2070.The horizontal coordinates were established by GPS observations
 JZ2070.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ2070
 JZ2070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2070.been affixed to the stable North American tectonic plate. See 
 JZ2070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2070
 JZ2070.The horizontal coordinates are valid at the epoch date displayed above
 JZ2070.which is a decimal equivalence of Year/Month/Day.
 JZ2070
 JZ2070.The orthometric height was determined by differential leveling and
 JZ2070.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2070.in June 1991.
 JZ2070
 JZ2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2070.GEOID18 height accuracy estimate available here.
 JZ2070
 JZ2070.Click photographs - Photos may exist for this station.
 JZ2070
 JZ2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2070
 JZ2070.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2070
 JZ2070.The ellipsoidal height was determined by GPS observations
 JZ2070.and is referenced to NAD 83.
 JZ2070
 JZ2070.The dynamic height is computed by dividing the NAVD 88
 JZ2070.geopotential number by the normal gravity value computed on the
 JZ2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2070.degrees latitude (g = 980.6199 gals.).
 JZ2070
 JZ2070.The modeled gravity was interpolated from observed gravity values.
 JZ2070
 JZ2070. The following values were computed from the NAD 83(2011) position.
 JZ2070
 JZ2070;                    North         East     Units Scale Factor Converg.
 JZ2070;SPC IN E     -   464,148.101    87,860.066   MT  0.99996848   -0 05 22.4
 JZ2070;SPC IN E     - 1,522,792.56    288,254.23   sFT  0.99996848   -0 05 22.4
 JZ2070;UTM  16      - 4,365,079.659   602,620.956   MT  0.99972966   +0 45 26.4
 JZ2070
 JZ2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2070!SPC IN E     -   0.99996994  x   0.99996848  =   0.99993842
 JZ2070!UTM  16      -   0.99996994  x   0.99972966  =   0.99969961
 JZ2070
 JZ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0262065079(NAD 83)
 JZ2070
 JZ2070                          SUPERSEDED SURVEY CONTROL
 JZ2070
 JZ2070  NGVD 29 (??/??/92)  225.591  (m)          740.13   (f) ADJ UNCH    1 2
 JZ2070
 JZ2070.Superseded values are not recommended for survey control.
 JZ2070
 JZ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2070.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2070
 JZ2070_MARKER: DB = BENCH MARK DISK
 JZ2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2070_STAMPING: ELEV 740.126 FT G 9 1930 225.591 M
 JZ2070_MARK LOGO: CGS
 JZ2070_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ2070_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2070+STABILITY: SURFACE MOTION
 JZ2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2070+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ2070
 JZ2070  HISTORY     - Date     Condition        Report By
 JZ2070  HISTORY     - 1930     MONUMENTED       CGS
 JZ2070  HISTORY     - 1944     GOOD             CGS
 JZ2070  HISTORY     - 20100510 GOOD             INDNR
 JZ2070  HISTORY     - 20140715 GOOD             USI
 JZ2070  HISTORY     - 20170315 GOOD             INDOT
 JZ2070
 JZ2070                          STATION DESCRIPTION
 JZ2070
 JZ2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JZ2070'2.4 MI N FROM LEWIS CREEK.
 JZ2070'2.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM LEWIS
 JZ2070'CREEK, SHELBY COUNTY, 7 RAILS NORTH OF MILEPOST 17, AT A ROAD
 JZ2070'CROSSING, 75 FEET NORTH OF THE ROAD, AND 15.5 FEET EAST OF THE
 JZ2070'EAST RAIL.  A STANDARD DISK, STAMPED ELEV 740.126 FT G 9 1930
 JZ2070'225.591 M AND SET IN THE TOP OF A CONCRETE POST.
 JZ2070
 JZ2070                          STATION RECOVERY (2010)
 JZ2070
 JZ2070'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2070'THE 1944 DESCRIPTION IS OUTDATED.  THE RAILROAD IS ABANDONED AND
 JZ2070'EVIDENCE OF THE OLD RIGHT-OF-WAY IS FAINT.
 JZ2070'
 JZ2070'A POWER LINE PARALLEL WITH THE OLD RIGHT-OF-WAY STILL EXISTS.
 JZ2070'
 JZ2070'TO REACH THE MARK FROM THE COURTHOUSE IN SHELBYVILLE TRAVEL SOUTH
 JZ2070'ALONG HARRISON STREET (STATE HIGHWAY 9) FOR 7 MILES TO COUNTY ROAD 700
 JZ2070'SOUTH.  TURN RIGHT AND TRAVEL WEST FOR 3 MILES TO COUNTY ROAD 150 WEST
 JZ2070'(COLUMBUS ROAD).  TURN RIGHT AND TRAVEL NORTH FOR 0.4 MILES TO THE OLD
 JZ2070'RIGHT-OF-WAY AND THE POWER LINE.
 JZ2070'
 JZ2070'THE MARK IS 45 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 100
 JZ2070'FEET NORTHEASTERLY ALONG THE OLD RIGHT-OF-WAY FROM THE INTERSECTION OF
 JZ2070'THE OLD RIGHT-OF-WAY AND THE COUNTY ROAD, AND ABOUT 110 FEET NORTH OF
 JZ2070'A FENCE LINE.  THE CONCRETE POST PROJECTS ABOUT 5 INCHES.  THE
 JZ2070'CONCRETE IS CHIPPED FROM IMPACTS WITH MACHINERY BUT IS SOLID IN THE
 JZ2070'GROUND AND IS NOT LEANING.
 JZ2070'
 JZ2070
 JZ2070                          STATION RECOVERY (2014)
 JZ2070
 JZ2070'RECOVERY NOTE BY USI CONSULTANTS INC 2014 (DJB)
 JZ2070'RECOVERED IN GOOD CONDITION.
 JZ2070
 JZ2070                          STATION RECOVERY (2017)
 JZ2070
 JZ2070'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 JZ2070'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1512 ***********************************************************************
 JZ1512  DESIGNATION -  G 9 HNY
 JZ1512  PID         -  JZ1512
 JZ1512  STATE/COUNTY-  IN/HENRY
 JZ1512  COUNTRY     -  US
 JZ1512  USGS QUAD   -  DUNREITH (2019)
 JZ1512
 JZ1512                         *CURRENT SURVEY CONTROL
 JZ1512  ______________________________________________________________________
 JZ1512* NAD 83(1986) POSITION- 39 48 19.     (N) 085 23 26.     (W)   SCALED
 JZ1512* NAVD 88 ORTHO HEIGHT -   320.905 (meters)     1052.84  (feet) ADJUSTED
 JZ1512  ______________________________________________________________________
 JZ1512  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ1512  DYNAMIC HEIGHT  -        320.721 (meters)     1052.23  (feet) COMP
 JZ1512  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 JZ1512
 JZ1512  VERT ORDER      -  SECOND    CLASS 0
 JZ1512
 JZ1512.The horizontal coordinates were scaled from a map and have
 JZ1512.an estimated accuracy of +/- 6 seconds.
 JZ1512
 JZ1512.The orthometric height was determined by differential leveling and
 JZ1512.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1512.in June 1991.
 JZ1512
 JZ1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1512.GEOID18 height accuracy estimate available here.
 JZ1512
 JZ1512.Click photographs - Photos may exist for this station.
 JZ1512
 JZ1512.The dynamic height is computed by dividing the NAVD 88
 JZ1512.geopotential number by the normal gravity value computed on the
 JZ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1512.degrees latitude (g = 980.6199 gals.).
 JZ1512
 JZ1512.The modeled gravity was interpolated from observed gravity values.
 JZ1512
 JZ1512;                    North         East    Units  Estimated Accuracy
 JZ1512;SPC IN E     -   505,930.      123,640.      MT  (+/- 180 meters Scaled)
 JZ1512
 JZ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK377073(NAD 83)
 JZ1512
 JZ1512                          SUPERSEDED SURVEY CONTROL
 JZ1512
 JZ1512  NGVD 29 (??/??/92)  321.034  (m)         1053.26   (f) ADJ UNCH    2 0
 JZ1512
 JZ1512.Superseded values are not recommended for survey control.
 JZ1512
 JZ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1512.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1512
 JZ1512_MARKER: DD = SURVEY DISK
 JZ1512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1512_SP_SET: CULVERT HEADWALL
 JZ1512_STAMPING: G 9 HNY
 JZ1512_MARK LOGO: INHD
 JZ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1512+STABILITY: SURFACE MOTION
 JZ1512
 JZ1512  HISTORY     - Date     Condition        Report By
 JZ1512  HISTORY     - UNK      MONUMENTED       INHD
 JZ1512  HISTORY     - 1947     GOOD             CGS
 JZ1512
 JZ1512                          STATION DESCRIPTION
 JZ1512
 JZ1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1512'2.1 MI W FROM LEWISVILLE.
 JZ1512'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION WITH
 JZ1512'STATE HIGHWAY 103 AT LEWISVILLE, IN THE SOUTHEAST QUARTER OF A
 JZ1512'CROSSROAD, 54 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ1512'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRAFFIC
 JZ1512'LANE, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 JZ1512'15-FOOT CONCRETE CULVERT, ABOUT 1 1/2 FEET BELOW HIGHWAY LEVEL.
 JZ1512'NOTE-- THIS MARK IS ABOUT 2.5 MILES EAST ALONG HIGHWAY 40 FROM
 JZ1512'THE POST OFFICE AT DUNREITH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1885 ***********************************************************************
 LB1885  DESIGNATION -  G 90
 LB1885  PID         -  LB1885
 LB1885  STATE/COUNTY-  IN/BENTON
 LB1885  COUNTRY     -  US
 LB1885  USGS QUAD   -  AMBIA (2019)
 LB1885
 LB1885                         *CURRENT SURVEY CONTROL
 LB1885  ______________________________________________________________________
 LB1885* NAD 83(1986) POSITION- 40 29 25.     (N) 087 31 10.     (W)   SCALED
 LB1885* NAVD 88 ORTHO HEIGHT -   222.677 (meters)      730.57  (feet) ADJUSTED
 LB1885  ______________________________________________________________________
 LB1885  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 LB1885  DYNAMIC HEIGHT  -        222.568 (meters)      730.21  (feet) COMP
 LB1885  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LB1885
 LB1885  VERT ORDER      -  SECOND    CLASS 0
 LB1885
 LB1885.The horizontal coordinates were scaled from a map and have
 LB1885.an estimated accuracy of +/- 6 seconds.
 LB1885
 LB1885.The orthometric height was determined by differential leveling and
 LB1885.adjusted by the NATIONAL GEODETIC SURVEY
 LB1885.in June 1991.
 LB1885
 LB1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1885.GEOID18 height accuracy estimate available here.
 LB1885
 LB1885.Click photographs - Photos may exist for this station.
 LB1885
 LB1885.The dynamic height is computed by dividing the NAVD 88
 LB1885.geopotential number by the normal gravity value computed on the
 LB1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1885.degrees latitude (g = 980.6199 gals.).
 LB1885
 LB1885.The modeled gravity was interpolated from observed gravity values.
 LB1885
 LB1885;                    North         East    Units  Estimated Accuracy
 LB1885;SPC IN W     -   582,050.      863,030.      MT  (+/- 180 meters Scaled)
 LB1885
 LB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK559823(NAD 83)
 LB1885
 LB1885                          SUPERSEDED SURVEY CONTROL
 LB1885
 LB1885  NGVD 29 (??/??/92)  222.722  (m)          730.71   (f) ADJ UNCH    2 0
 LB1885
 LB1885.Superseded values are not recommended for survey control.
 LB1885
 LB1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1885.See file dsdata.pdf to determine how the superseded data were derived.
 LB1885
 LB1885_MARKER: DB = BENCH MARK DISK
 LB1885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1885_SP_SET: WATER TANK FOUNDATION
 LB1885_STAMPING: G 90 1935
 LB1885_MARK LOGO: CGS
 LB1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1885
 LB1885  HISTORY     - Date     Condition        Report By
 LB1885  HISTORY     - 1935     MONUMENTED       CGS
 LB1885
 LB1885                          STATION DESCRIPTION
 LB1885
 LB1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1885'AT AMBIA.
 LB1885'AT AMBIA, BENTON COUNTY, ON THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1885'RAILROAD, 6-1/2 POLES WEST OF THE STATION, AT THE CITY WATER
 LB1885'TANK, IN THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION
 LB1885'OF NORTHWEST LEG, AND ONE FOOT HIGHER THAN THE GROUND.  A
 LB1885'STANDARD DISK, STAMPED G 90 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0069 ***********************************************************************
 LB0069  DESIGNATION -  G 91
 LB0069  PID         -  LB0069
 LB0069  STATE/COUNTY-  IN/CASS
 LB0069  COUNTRY     -  US
 LB0069  USGS QUAD   -  ANOKA (2019)
 LB0069
 LB0069                         *CURRENT SURVEY CONTROL
 LB0069  ______________________________________________________________________
 LB0069* NAD 83(1986) POSITION- 40 41 31.     (N) 086 15 43.     (W)   SCALED
 LB0069* NAVD 88 ORTHO HEIGHT -   226.621 (meters)      743.51  (feet) ADJUSTED
 LB0069  ______________________________________________________________________
 LB0069  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 LB0069  DYNAMIC HEIGHT  -        226.511 (meters)      743.14  (feet) COMP
 LB0069  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB0069
 LB0069  VERT ORDER      -  SECOND    CLASS 0
 LB0069
 LB0069.The horizontal coordinates were scaled from a map and have
 LB0069.an estimated accuracy of +/- 6 seconds.
 LB0069
 LB0069.The orthometric height was determined by differential leveling and
 LB0069.adjusted by the NATIONAL GEODETIC SURVEY
 LB0069.in June 1991.
 LB0069
 LB0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0069.GEOID18 height accuracy estimate available here.
 LB0069
 LB0069.Click photographs - Photos may exist for this station.
 LB0069
 LB0069.The dynamic height is computed by dividing the NAVD 88
 LB0069.geopotential number by the normal gravity value computed on the
 LB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0069.degrees latitude (g = 980.6199 gals.).
 LB0069
 LB0069.The modeled gravity was interpolated from observed gravity values.
 LB0069
 LB0069;                    North         East    Units  Estimated Accuracy
 LB0069;SPC IN E     -   604,520.       49,690.      MT  (+/- 180 meters Scaled)
 LB0069
 LB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL623048(NAD 83)
 LB0069
 LB0069                          SUPERSEDED SURVEY CONTROL
 LB0069
 LB0069  NGVD 29 (??/??/92)  226.735  (m)          743.88   (f) ADJ UNCH    2 0
 LB0069
 LB0069.Superseded values are not recommended for survey control.
 LB0069
 LB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0069.See file dsdata.pdf to determine how the superseded data were derived.
 LB0069
 LB0069_MARKER: DB = BENCH MARK DISK
 LB0069_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0069_SP_SET: BOX CULVERT HEADWALL
 LB0069_STAMPING: G 91 1938
 LB0069_MARK LOGO: CGS
 LB0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0069+STABILITY: SURFACE MOTION
 LB0069
 LB0069  HISTORY     - Date     Condition        Report By
 LB0069  HISTORY     - 1938     MONUMENTED       CGS
 LB0069
 LB0069                          STATION DESCRIPTION
 LB0069
 LB0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0069'2.5 MI NW FROM WALTON.
 LB0069'2.5 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0069'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0069'0.5 MILE NORTHWEST OF MILEPOST 174, 3 POLES SOUTHWEST OF A
 LB0069'GRAVEL-ROAD CROSSING, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB0069'TRACK, AND 1 FOOT SOUTH OF THE NORTH END OF 12- BY 12-FOOT BOX
 LB0069'CULVERT 174/50.  A STANDARD DISK, STAMPED G 91 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1862 ***********************************************************************
 JZ1862  DESIGNATION -  G 93
 JZ1862  PID         -  JZ1862
 JZ1862  STATE/COUNTY-  IN/RIPLEY
 JZ1862  COUNTRY     -  US
 JZ1862  USGS QUAD   -  HOLTON (2019)
 JZ1862
 JZ1862                         *CURRENT SURVEY CONTROL
 JZ1862  ______________________________________________________________________
 JZ1862* NAD 83(1986) POSITION- 39 04 30.70   (N) 085 23 11.52   (W)   HD_HELD1
 JZ1862* NAVD 88 ORTHO HEIGHT -   277.458 (meters)      910.29  (feet) POSTED
 JZ1862  ______________________________________________________________________
 JZ1862  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ1862  DYNAMIC HEIGHT  -        277.28  (meters)      909.7   (feet) COMP
 JZ1862  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 JZ1862
 JZ1862  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1862
 JZ1862.The horizontal coordinates were determined by differentially corrected
 JZ1862.hand held GPS observations or other comparable positioning techniques
 JZ1862.and have an estimated accuracy of +/- 3 meters.
 JZ1862
 JZ1862.The orthometric height was determined by differential leveling
 JZ1862.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1862
 JZ1862.* This is a POSTED BENCH MARK height.
 JZ1862
 JZ1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1862.GEOID18 height accuracy estimate available here.
 JZ1862
 JZ1862.Click photographs - Photos may exist for this station.
 JZ1862
 JZ1862.The dynamic height is computed by dividing the NAVD 88
 JZ1862.geopotential number by the normal gravity value computed on the
 JZ1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1862.degrees latitude (g = 980.6199 gals.).
 JZ1862
 JZ1862.The modeled gravity was interpolated from observed gravity values.
 JZ1862
 JZ1862;                    North         East    Units  Estimated Accuracy
 JZ1862;SPC IN E     -   424,881.2     124,240.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1862
 JZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3956826359(NAD 83)
 JZ1862
 JZ1862                          SUPERSEDED SURVEY CONTROL
 JZ1862
 JZ1862  NGVD 29 (??/??/92)  277.589  (m)          910.72   (f) ADJ UNCH    1 2
 JZ1862
 JZ1862.Superseded values are not recommended for survey control.
 JZ1862
 JZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1862.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1862
 JZ1862_MARKER: DB = BENCH MARK DISK
 JZ1862_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1862_SP_SET: CULVERT HEADWALL
 JZ1862_STAMPING: G 93 1938
 JZ1862_MARK LOGO: CGS
 JZ1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1862+STABILITY: SURFACE MOTION
 JZ1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1862+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 JZ1862
 JZ1862  HISTORY     - Date     Condition        Report By
 JZ1862  HISTORY     - 1938     MONUMENTED       CGS
 JZ1862  HISTORY     - 20230803 GOOD             INDOT
 JZ1862
 JZ1862                          STATION DESCRIPTION
 JZ1862
 JZ1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1862'6.2 MI SW FROM OSGOOD.
 JZ1862'6.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JZ1862'FROM THE STATION AT OSGOOD, RIPLEY COUNTY, AT HOLTON, ABOUT 138
 JZ1862'YARDS NORTHEAST OF THE STATION, 52 YARDS NORTHEAST OF A ROAD
 JZ1862'CROSSING, 47 YARDS NORTHEAST OF MILEPOST C 58, 42 YARDS SOUTHWEST
 JZ1862'OF THE HOLTON MILLING CO. PROPERTY, 25 YARDS SOUTHWEST OF SIGNAL
 JZ1862'TOWER W 57.51, AT CULVERT NO. 57.97, IN THE CENTER OF THE TOP
 JZ1862'OF THE LIMESTONE HEADWALL, 4.5 YARDS WEST OF THE WEST RAIL, AND
 JZ1862'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JZ1862'G 93 1938.
 JZ1862
 JZ1862                          STATION RECOVERY (2023)
 JZ1862
 JZ1862'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1862'MARK HAS BEEN TAMPERED WITH.  IT APPEARS THAT SOMEONE ATTEMPTED TO PRY
 JZ1862'DISC OUT, THE EDGES RAISED WITH SOME DAMAGE BUT THE DISC APPEARS
 JZ1862'STABLE, IS STILL FIRMLY SEATED IN THE HEADWALL AND THE STAMPING IS
 JZ1862'LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1695 ***********************************************************************
 LB1695  DESIGNATION -  G 94
 LB1695  PID         -  LB1695
 LB1695  STATE/COUNTY-  IN/TIPPECANOE
 LB1695  COUNTRY     -  US
 LB1695  USGS QUAD   -  WESTPOINT (2019)
 LB1695
 LB1695                         *CURRENT SURVEY CONTROL
 LB1695  ______________________________________________________________________
 LB1695* NAD 83(1986) POSITION- 40 18 04.     (N) 087 04 24.     (W)   SCALED
 LB1695* NAVD 88 ORTHO HEIGHT -   220.983 (meters)      725.01  (feet) ADJUSTED
 LB1695  ______________________________________________________________________
 LB1695  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 LB1695  DYNAMIC HEIGHT  -        220.874 (meters)      724.65  (feet) COMP
 LB1695  MODELED GRAVITY -    980,126.4   (mgal)                       NAVD 88
 LB1695
 LB1695  VERT ORDER      -  SECOND    CLASS 0
 LB1695
 LB1695.The horizontal coordinates were scaled from a map and have
 LB1695.an estimated accuracy of +/- 6 seconds.
 LB1695
 LB1695.The orthometric height was determined by differential leveling and
 LB1695.adjusted by the NATIONAL GEODETIC SURVEY
 LB1695.in June 1991.
 LB1695
 LB1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1695.GEOID18 height accuracy estimate available here.
 LB1695
 LB1695.Click photographs - Photos may exist for this station.
 LB1695
 LB1695.The dynamic height is computed by dividing the NAVD 88
 LB1695.geopotential number by the normal gravity value computed on the
 LB1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1695.degrees latitude (g = 980.6199 gals.).
 LB1695
 LB1695.The modeled gravity was interpolated from observed gravity values.
 LB1695
 LB1695;                    North         East    Units  Estimated Accuracy
 LB1695;SPC IN W     -   560,950.      900,850.      MT  (+/- 180 meters Scaled)
 LB1695
 LB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937611(NAD 83)
 LB1695
 LB1695                          SUPERSEDED SURVEY CONTROL
 LB1695
 LB1695  NGVD 29 (??/??/92)  221.065  (m)          725.28   (f) ADJ UNCH    2 0
 LB1695
 LB1695.Superseded values are not recommended for survey control.
 LB1695
 LB1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1695.See file dsdata.pdf to determine how the superseded data were derived.
 LB1695
 LB1695_MARKER: DB = BENCH MARK DISK
 LB1695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1695_SP_SET: CULVERT HEADWALL
 LB1695_STAMPING: G 94 1946
 LB1695_MARK LOGO: CGS
 LB1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1695+STABILITY: SURFACE MOTION
 LB1695
 LB1695  HISTORY     - Date     Condition        Report By
 LB1695  HISTORY     - 1946     MONUMENTED       CGS
 LB1695
 LB1695                          STATION DESCRIPTION
 LB1695
 LB1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1695'0.9 MI N FROM ODELL.
 LB1695'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION WITH
 LB1695'STATE HIGHWAY 28 AT ODELL, AT A CROSS ROAD, SET IN THE TOP OF
 LB1695'THE SOUTH END OF THE EAST HEAD WALL OF A 16 INCH GALVANIZED PIPE
 LB1695'CULVERT, 30 FEET SOUTH OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 LB1695'CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF THE SOUTH END OF THE
 LB1695'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1695'STAMPED G 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1916 ***********************************************************************
 JZ1916  DESIGNATION -  G 94
 JZ1916  PID         -  JZ1916
 JZ1916  STATE/COUNTY-  IN/DEARBORN
 JZ1916  COUNTRY     -  US
 JZ1916  USGS QUAD   -  DILLSBORO (2019)
 JZ1916
 JZ1916                         *CURRENT SURVEY CONTROL
 JZ1916  ______________________________________________________________________
 JZ1916* NAD 83(1986) POSITION- 39 03 25.     (N) 085 03 34.     (W)   SCALED
 JZ1916* NAVD 88 ORTHO HEIGHT -   219.665 (meters)      720.68  (feet) POSTED
 JZ1916  ______________________________________________________________________
 JZ1916  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 JZ1916  DYNAMIC HEIGHT  -        219.52  (meters)      720.2   (feet) COMP
 JZ1916  MODELED GRAVITY -    979,978.4   (mgal)                       NAVD 88
 JZ1916
 JZ1916  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1916
 JZ1916.The horizontal coordinates were scaled from a map and have
 JZ1916.an estimated accuracy of +/- 6 seconds.
 JZ1916
 JZ1916.The orthometric height was determined by differential leveling
 JZ1916.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1916
 JZ1916.* This is a POSTED BENCH MARK height.
 JZ1916
 JZ1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1916.GEOID18 height accuracy estimate available here.
 JZ1916
 JZ1916.Click photographs - Photos may exist for this station.
 JZ1916
 JZ1916.The dynamic height is computed by dividing the NAVD 88
 JZ1916.geopotential number by the normal gravity value computed on the
 JZ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1916.degrees latitude (g = 980.6199 gals.).
 JZ1916
 JZ1916.The modeled gravity was interpolated from observed gravity values.
 JZ1916
 JZ1916;                    North         East    Units  Estimated Accuracy
 JZ1916;SPC IN E     -   422,990.      152,560.      MT  (+/- 180 meters Scaled)
 JZ1916
 JZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ679248(NAD 83)
 JZ1916
 JZ1916                          SUPERSEDED SURVEY CONTROL
 JZ1916
 JZ1916  NGVD 29 (??/??/92)  219.848  (m)          721.28   (f) ADJ UNCH    1 2
 JZ1916
 JZ1916.Superseded values are not recommended for survey control.
 JZ1916
 JZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1916.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1916
 JZ1916_MARKER: DB = BENCH MARK DISK
 JZ1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1916_SP_SET: ABUTMENT
 JZ1916_STAMPING: G 94 1938
 JZ1916_MARK LOGO: CGS
 JZ1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1916
 JZ1916  HISTORY     - Date     Condition        Report By
 JZ1916  HISTORY     - 1938     MONUMENTED       CGS
 JZ1916
 JZ1916                          STATION DESCRIPTION
 JZ1916
 JZ1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1916'2.3 MI W FROM DILLSBORO.
 JZ1916'2.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1916'STATION AT DILLSBORO, DEARBORN COUNTY, 10 RAILS SOUTHEAST OF
 JZ1916'SIGNAL TOWER E 36.14, AT TRESTLE NO. 36.18, IN THE TOP OF THE
 JZ1916'NORTH CORNER OF THE NORTHEAST STONE ABUTMENT, OPPOSITE POLE
 JZ1916'36/09, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JZ1916'STAMPED G 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1719 ***********************************************************************
 LB1719  DESIGNATION -  G 95
 LB1719  PID         -  LB1719
 LB1719  STATE/COUNTY-  IN/WARREN
 LB1719  COUNTRY     -  US
 LB1719  USGS QUAD   -  OTTERBEIN (2019)
 LB1719
 LB1719                         *CURRENT SURVEY CONTROL
 LB1719  ______________________________________________________________________
 LB1719* NAD 83(1986) POSITION- 40 22 32.     (N) 087 06 41.     (W)   SCALED
 LB1719* NAVD 88 ORTHO HEIGHT -   195.607 (meters)      641.75  (feet) ADJUSTED
 LB1719  ______________________________________________________________________
 LB1719  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 LB1719  DYNAMIC HEIGHT  -        195.511 (meters)      641.44  (feet) COMP
 LB1719  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 LB1719
 LB1719  VERT ORDER      -  SECOND    CLASS 0
 LB1719
 LB1719.The horizontal coordinates were scaled from a map and have
 LB1719.an estimated accuracy of +/- 6 seconds.
 LB1719
 LB1719.The orthometric height was determined by differential leveling and
 LB1719.adjusted by the NATIONAL GEODETIC SURVEY
 LB1719.in June 1991.
 LB1719
 LB1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1719.GEOID18 height accuracy estimate available here.
 LB1719
 LB1719.Click photographs - Photos may exist for this station.
 LB1719
 LB1719.The dynamic height is computed by dividing the NAVD 88
 LB1719.geopotential number by the normal gravity value computed on the
 LB1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1719.degrees latitude (g = 980.6199 gals.).
 LB1719
 LB1719.The modeled gravity was interpolated from observed gravity values.
 LB1719
 LB1719;                    North         East    Units  Estimated Accuracy
 LB1719;SPC IN W     -   569,220.      897,620.      MT  (+/- 180 meters Scaled)
 LB1719
 LB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905694(NAD 83)
 LB1719
 LB1719                          SUPERSEDED SURVEY CONTROL
 LB1719
 LB1719  NGVD 29 (??/??/92)  195.684  (m)          642.01   (f) ADJ UNCH    2 0
 LB1719
 LB1719.Superseded values are not recommended for survey control.
 LB1719
 LB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1719.See file dsdata.pdf to determine how the superseded data were derived.
 LB1719
 LB1719_MARKER: DB = BENCH MARK DISK
 LB1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1719_STAMPING: G 95 1946
 LB1719_MARK LOGO: CGS
 LB1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1719+STABILITY: SURFACE MOTION
 LB1719
 LB1719  HISTORY     - Date     Condition        Report By
 LB1719  HISTORY     - 1946     MONUMENTED       CGS
 LB1719
 LB1719                          STATION DESCRIPTION
 LB1719
 LB1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1719'3 MI S FROM GREEN HILL.
 LB1719'ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE MASONIC
 LB1719'BUILDING AT GREEN HILL, THENCE ABOUT 2.85 MILES SOUTH ALONG A
 LB1719'GRAVEL ROAD, 0.55 MILE NORTH OF THE BLACK ROCK STOCK FARM, ABOUT
 LB1719'0.35 MILE SOUTH OF A GRAVEL CROSS ROAD, 23 FEET SOUTH OF THE
 LB1719'CENTER LINE OF A DRIVE WAY LEADING TO A TWO STORY FARM HOUSE,
 LB1719'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHEAST
 LB1719'OF A LARGER OF TWO COTTONWOOD TREES, 10 FEET SOUTH OF A FENCE
 LB1719'CORNER, 3 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE
 LB1719'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB1719'DISK, STAMPED G 95 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1719'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1727 ***********************************************************************
 LB1727  DESIGNATION -  G 97
 LB1727  PID         -  LB1727
 LB1727  STATE/COUNTY-  IN/WARREN
 LB1727  COUNTRY     -  US
 LB1727  USGS QUAD   -  CHATTERTON (2019)
 LB1727
 LB1727                         *CURRENT SURVEY CONTROL
 LB1727  ______________________________________________________________________
 LB1727* NAD 83(1986) POSITION- 40 24 37.     (N) 087 11 23.     (W)   SCALED
 LB1727* NAVD 88 ORTHO HEIGHT -   202.388 (meters)      664.00  (feet) ADJUSTED
 LB1727  ______________________________________________________________________
 LB1727  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 LB1727  DYNAMIC HEIGHT  -        202.287 (meters)      663.67  (feet) COMP
 LB1727  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LB1727
 LB1727  VERT ORDER      -  SECOND    CLASS 0
 LB1727
 LB1727.The horizontal coordinates were scaled from a map and have
 LB1727.an estimated accuracy of +/- 6 seconds.
 LB1727
 LB1727.The orthometric height was determined by differential leveling and
 LB1727.adjusted by the NATIONAL GEODETIC SURVEY
 LB1727.in June 1991.
 LB1727
 LB1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1727.GEOID18 height accuracy estimate available here.
 LB1727
 LB1727.Click photographs - Photos may exist for this station.
 LB1727
 LB1727.The dynamic height is computed by dividing the NAVD 88
 LB1727.geopotential number by the normal gravity value computed on the
 LB1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1727.degrees latitude (g = 980.6199 gals.).
 LB1727
 LB1727.The modeled gravity was interpolated from observed gravity values.
 LB1727
 LB1727;                    North         East    Units  Estimated Accuracy
 LB1727;SPC IN W     -   573,080.      890,970.      MT  (+/- 180 meters Scaled)
 LB1727
 LB1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK839733(NAD 83)
 LB1727
 LB1727                          SUPERSEDED SURVEY CONTROL
 LB1727
 LB1727  NGVD 29 (??/??/92)  202.458  (m)          664.23   (f) ADJ UNCH    2 0
 LB1727
 LB1727.Superseded values are not recommended for survey control.
 LB1727
 LB1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1727.See file dsdata.pdf to determine how the superseded data were derived.
 LB1727
 LB1727_MARKER: DB = BENCH MARK DISK
 LB1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1727_SP_SET: BRIDGE
 LB1727_STAMPING: G 97 1946
 LB1727_MARK LOGO: CGS
 LB1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1727
 LB1727  HISTORY     - Date     Condition        Report By
 LB1727  HISTORY     - 1946     MONUMENTED       CGS
 LB1727
 LB1727                          STATION DESCRIPTION
 LB1727
 LB1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1727'4.6 MI W FROM GREEN HILL.
 LB1727'ABOUT 4.6 MILES WEST ALONG A ROAD LEADING TO RAINSVILLE VIA
 LB1727'MOUND CEMETERY, ABOUT 0.4 MILE WEST OF A CROSS ROAD, ABOUT 0.3
 LB1727'MILE EAST OF A CEMETERY, SET IN THE NORTHEAST WING WALL OF A
 LB1727'CONCRETE BRIDGE, 14 FEET NORTH OF AND ABOUT 2 FEET BELOW THE
 LB1727'CENTER LINE OF THE ROAD, 0.6 FOOT SOUTHWEST OF THE NORTHEAST
 LB1727'END OF THE WING WALL.  A STANDARD DISK, STAMPED G 97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1515 ***********************************************************************
 LB1515  DESIGNATION -  G 98
 LB1515  PID         -  LB1515
 LB1515  STATE/COUNTY-  IN/WARREN
 LB1515  COUNTRY     -  US
 LB1515  USGS QUAD   -  PINE VILLAGE (2019)
 LB1515
 LB1515                         *CURRENT SURVEY CONTROL
 LB1515  ______________________________________________________________________
 LB1515* NAD 83(1986) POSITION- 40 26 16.     (N) 087 15 11.     (W)   SCALED
 LB1515* NAVD 88 ORTHO HEIGHT -   204.794 (meters)      671.90  (feet) ADJUSTED
 LB1515  ______________________________________________________________________
 LB1515  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 LB1515  DYNAMIC HEIGHT  -        204.692 (meters)      671.56  (feet) COMP
 LB1515  MODELED GRAVITY -    980,120.4   (mgal)                       NAVD 88
 LB1515
 LB1515  VERT ORDER      -  SECOND    CLASS 0
 LB1515
 LB1515.The horizontal coordinates were scaled from a map and have
 LB1515.an estimated accuracy of +/- 6 seconds.
 LB1515
 LB1515.The orthometric height was determined by differential leveling and
 LB1515.adjusted by the NATIONAL GEODETIC SURVEY
 LB1515.in June 1991.
 LB1515
 LB1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1515.GEOID18 height accuracy estimate available here.
 LB1515
 LB1515.Click photographs - Photos may exist for this station.
 LB1515
 LB1515.The dynamic height is computed by dividing the NAVD 88
 LB1515.geopotential number by the normal gravity value computed on the
 LB1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1515.degrees latitude (g = 980.6199 gals.).
 LB1515
 LB1515.The modeled gravity was interpolated from observed gravity values.
 LB1515
 LB1515;                    North         East    Units  Estimated Accuracy
 LB1515;SPC IN W     -   576,140.      885,600.      MT  (+/- 180 meters Scaled)
 LB1515
 LB1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK785763(NAD 83)
 LB1515
 LB1515                          SUPERSEDED SURVEY CONTROL
 LB1515
 LB1515  NGVD 29 (??/??/92)  204.860  (m)          672.11   (f) ADJ UNCH    2 0
 LB1515
 LB1515.Superseded values are not recommended for survey control.
 LB1515
 LB1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1515.See file dsdata.pdf to determine how the superseded data were derived.
 LB1515
 LB1515_MARKER: DB = BENCH MARK DISK
 LB1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1515_SP_SET: BRIDGE
 LB1515_STAMPING: G 98 1946
 LB1515_MARK LOGO: CGS
 LB1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1515+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2018
 LB1515
 LB1515  HISTORY     - Date     Condition        Report By
 LB1515  HISTORY     - 1946     MONUMENTED       CGS
 LB1515  HISTORY     - 20181112 GOOD             INDIV
 LB1515
 LB1515                          STATION DESCRIPTION
 LB1515
 LB1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1515'1 MI S FROM PINE VILLAGE.
 LB1515'ABOUT 0.95 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB1515'AT PINE VILLAGE, ABOUT 0.4 MILE NORTH OF A CROSS ROAD, SET IN THE
 LB1515'EAST END OF THE NORTHWEST WING WALL OF AN 8 FOOT CONCRETE BRIDGE,
 LB1515'15 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT WEST OF THE
 LB1515'CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB1515'DISK, STAMPED G 98 1946.
 LB1515
 LB1515                          STATION RECOVERY (2018)
 LB1515
 LB1515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BLN)
 LB1515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1559 ***********************************************************************
 LB1559  DESIGNATION -  G 99
 LB1559  PID         -  LB1559
 LB1559  STATE/COUNTY-  IN/WARREN
 LB1559  COUNTRY     -  US
 LB1559  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1559
 LB1559                         *CURRENT SURVEY CONTROL
 LB1559  ______________________________________________________________________
 LB1559* NAD 83(1986) POSITION- 40 22 02.     (N) 087 20 54.     (W)   SCALED
 LB1559* NAVD 88 ORTHO HEIGHT -   212.477 (meters)      697.10  (feet) ADJUSTED
 LB1559  ______________________________________________________________________
 LB1559  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 LB1559  DYNAMIC HEIGHT  -        212.370 (meters)      696.75  (feet) COMP
 LB1559  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 LB1559
 LB1559  VERT ORDER      -  SECOND    CLASS 0
 LB1559
 LB1559.The horizontal coordinates were scaled from a map and have
 LB1559.an estimated accuracy of +/- 6 seconds.
 LB1559
 LB1559.The orthometric height was determined by differential leveling and
 LB1559.adjusted by the NATIONAL GEODETIC SURVEY
 LB1559.in June 1991.
 LB1559
 LB1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1559.GEOID18 height accuracy estimate available here.
 LB1559
 LB1559.Click photographs - Photos may exist for this station.
 LB1559
 LB1559.The dynamic height is computed by dividing the NAVD 88
 LB1559.geopotential number by the normal gravity value computed on the
 LB1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1559.degrees latitude (g = 980.6199 gals.).
 LB1559
 LB1559.The modeled gravity was interpolated from observed gravity values.
 LB1559
 LB1559;                    North         East    Units  Estimated Accuracy
 LB1559;SPC IN W     -   568,330.      877,490.      MT  (+/- 180 meters Scaled)
 LB1559
 LB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK704685(NAD 83)
 LB1559
 LB1559                          SUPERSEDED SURVEY CONTROL
 LB1559
 LB1559  NGVD 29 (??/??/92)  212.526  (m)          697.26   (f) ADJ UNCH    2 0
 LB1559
 LB1559.Superseded values are not recommended for survey control.
 LB1559
 LB1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1559.See file dsdata.pdf to determine how the superseded data were derived.
 LB1559
 LB1559_MARKER: DB = BENCH MARK DISK
 LB1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1559_STAMPING: G 99 1946
 LB1559_MARK LOGO: CGS
 LB1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1559+STABILITY: SURFACE MOTION
 LB1559
 LB1559  HISTORY     - Date     Condition        Report By
 LB1559  HISTORY     - 1946     MONUMENTED       CGS
 LB1559  HISTORY     - 1970     GOOD             NGS
 LB1559
 LB1559                          STATION DESCRIPTION
 LB1559
 LB1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1559'0.5 MI N FROM CARBONDALE.
 LB1559'0.5 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSSROAD AT
 LB1559'CARBONDALE, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 LB1559'HOUSE, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 LB1559'SOUTH OF THE CENTER OF A GRAVEL DRIVE TO THE HOUSE, 4 FEET SOUTH
 LB1559'OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, AND ABOUT
 LB1559'LEVEL WITH THE HIGHWAY.  NOTE-- A METAL WITNESS POST WAS SET 1
 LB1559'FOOT EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0427 ***********************************************************************
 KA0427  DESIGNATION -  G G 81
 KA0427  PID         -  KA0427
 KA0427  STATE/COUNTY-  IN/OWEN
 KA0427  COUNTRY     -  US
 KA0427  USGS QUAD   -  QUINCY (2019)
 KA0427
 KA0427                         *CURRENT SURVEY CONTROL
 KA0427  ______________________________________________________________________
 KA0427* NAD 83(1986) POSITION- 39 22 58.     (N) 086 39 33.     (W)   SCALED
 KA0427* NAVD 88 ORTHO HEIGHT -   194.881 (meters)      639.37  (feet) ADJUSTED
 KA0427  ______________________________________________________________________
 KA0427  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 KA0427  DYNAMIC HEIGHT  -        194.769 (meters)      639.00  (feet) COMP
 KA0427  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 KA0427
 KA0427  VERT ORDER      -  SECOND    CLASS 0
 KA0427
 KA0427.The horizontal coordinates were scaled from a map and have
 KA0427.an estimated accuracy of +/- 6 seconds.
 KA0427
 KA0427.The orthometric height was determined by differential leveling and
 KA0427.adjusted by the NATIONAL GEODETIC SURVEY
 KA0427.in June 1991.
 KA0427
 KA0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0427.GEOID18 height accuracy estimate available here.
 KA0427
 KA0427.Click photographs - Photos may exist for this station.
 KA0427
 KA0427.The dynamic height is computed by dividing the NAVD 88
 KA0427.geopotential number by the normal gravity value computed on the
 KA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0427.degrees latitude (g = 980.6199 gals.).
 KA0427
 KA0427.The modeled gravity was interpolated from observed gravity values.
 KA0427
 KA0427;                    North         East    Units  Estimated Accuracy
 KA0427;SPC IN W     -   459,080.      936,540.      MT  (+/- 180 meters Scaled)
 KA0427
 KA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293593(NAD 83)
 KA0427
 KA0427                          SUPERSEDED SURVEY CONTROL
 KA0427
 KA0427  NGVD 29 (??/??/92)  195.001  (m)          639.77   (f) ADJ UNCH    2 0
 KA0427
 KA0427.Superseded values are not recommended for survey control.
 KA0427
 KA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0427.See file dsdata.pdf to determine how the superseded data were derived.
 KA0427
 KA0427_MARKER: DB = BENCH MARK DISK
 KA0427_SETTING: 66 = SET IN ROCK OUTCROP
 KA0427_STAMPING: G G 81 1946
 KA0427_MARK LOGO: CGS
 KA0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0427+STABILITY: POSITION/ELEVATION WELL
 KA0427
 KA0427  HISTORY     - Date     Condition        Report By
 KA0427  HISTORY     - 1946     MONUMENTED       CGS
 KA0427
 KA0427                          STATION DESCRIPTION
 KA0427
 KA0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0427'2.6 MI NW FROM GOSPORT.
 KA0427'2.65 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0427'LOUISVILLE RAILWAY FROM THE STAION AT GOSPORT, 15 FEET NORTHWEST
 KA0427'OF A TELEPHONE POLE, 11 FEET EAST OF THE EAST RAIL, 10 FEET
 KA0427'WEST OF THE NORTH-SOUTH FENCE LINE, AND IS SET IN A ROCK OUTCROP
 KA0427'ABOUT 1 FOOT ABOVE THE TRACK LEVEL.  A STANDARD DISK, STAMPED
 KA0427'G G 81 1946, AND SET IN A DRILL HOLE.  NOTE-- THE CHICAGO,
 KA0427'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1864 ***********************************************************************
 JA1864  DESIGNATION -  GADLAGE
 JA1864  PID         -  JA1864
 JA1864  STATE/COUNTY-  IN/DUBOIS
 JA1864  COUNTRY     -  US
 JA1864  USGS QUAD   -  DUBOIS (2019)
 JA1864
 JA1864                         *CURRENT SURVEY CONTROL
 JA1864  ______________________________________________________________________
 JA1864* NAD 83(1997) POSITION- 38 24 04.08864(N) 086 46 47.64653(W)   ADJUSTED
 JA1864* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 JA1864  ______________________________________________________________________
 JA1864  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 JA1864  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 JA1864  HORZ ORDER      -  SECOND
 JA1864
 JA1864.The horizontal coordinates were established by classical geodetic methods
 JA1864.and adjusted by the National Geodetic Survey in May 1999.
 JA1864
 JA1864.The orthometric height was scaled from a topographic map.
 JA1864
 JA1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1864.GEOID18 height accuracy estimate available here.
 JA1864
 JA1864.Click photographs - Photos may exist for this station.
 JA1864
 JA1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1864
 JA1864. The following values were computed from the NAD 83(1997) position.
 JA1864
 JA1864;                    North         East     Units Scale Factor Converg.
 JA1864;SPC IN W     -   350,062.315   926,504.457   MT  0.99997531   +0 11 18.5
 JA1864;SPC IN W     - 1,148,496.11  3,039,706.71   sFT  0.99997531   +0 11 18.5
 JA1864;UTM  16      - 4,250,346.316   519,218.309   MT  0.99960455   +0 08 12.2
 JA1864
 JA1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1864!SPC IN W     -   0.99997110  x   0.99997531  =   0.99994641
 JA1864!UTM  16      -   0.99997110  x   0.99960455  =   0.99957566
 JA1864
 JA1864:                Primary Azimuth Mark                     Grid Az
 JA1864:SPC IN W     -  CELESTINE ST CELESTINE CATH CH           171 57 03.8
 JA1864:UTM  16      -  CELESTINE ST CELESTINE CATH CH           172 00 10.1
 JA1864
 JA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1921850346(NAD 83)
 JA1864
 JA1864|---------------------------------------------------------------------|
 JA1864| PID    Reference Object                     Distance      Geod. Az  |
 JA1864|                                                           dddmmss.s |
 JA1864| JA1872 SCHNELLVILLE SACRED HEART CH        APPROX. 7.0 KM 1612805.4 |
 JA1864| CG7862 GADLAGE RM 1                         26.944 METERS 16746     |
 JA1864| CG7861 GADLAGE AZ MK                                      1710426.2 |
 JA1864| JA1866 CELESTINE ST CELESTINE CATH CH      APPROX. 2.0 KM 1720822.3 |
 JA1864| CG7863 GADLAGE RM 3                         24.761 METERS 21800     |
 JA1864| CG7864 GADLAGE RM 4                         23.728 METERS 27451     |
 JA1864| AI5673 GADLAGE RM 2                         24.303 METERS 32513     |
 JA1864|---------------------------------------------------------------------|
 JA1864
 JA1864                          SUPERSEDED SURVEY CONTROL
 JA1864
 JA1864  NAD 83(1993)-  38 24 04.09308(N)    086 46 47.64862(W) AD(       ) 2
 JA1864  NAD 83(1986)-  38 24 04.09541(N)    086 46 47.64979(W) AD(       ) 2
 JA1864  NAD 27      -  38 24 03.89700(N)    086 46 47.67100(W) AD(       ) 2
 JA1864
 JA1864.Superseded values are not recommended for survey control.
 JA1864
 JA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1864.See file dsdata.pdf to determine how the superseded data were derived.
 JA1864
 JA1864_MARKER: DS = TRIANGULATION STATION DISK
 JA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1864_STAMPING: GADLAGE 1946
 JA1864_MARK LOGO: CGS
 JA1864_PROJECTION: FLUSH
 JA1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1864+STABILITY: SURFACE MOTION
 JA1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1864+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 JA1864
 JA1864  HISTORY     - Date     Condition        Report By
 JA1864  HISTORY     - 1946     MONUMENTED       CGS
 JA1864  HISTORY     - 1968     GOOD             CGS
 JA1864  HISTORY     - 19890713 MARK NOT FOUND   USGS
 JA1864  HISTORY     - 19970101 GOOD             INDNR
 JA1864  HISTORY     - 20060726 GOOD             LNDMRK
 JA1864
 JA1864                          STATION DESCRIPTION
 JA1864
 JA1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1864'THIS STATION IS 1.25 MILES NORTH OF CELESTINE, NEAR THE CENTER OF SEC
 JA1864'30, R 3 W, T 1 S, AND 0.2 MILE NORTH OF THE GADLAGE FARMHOUSE.  IT IS
 JA1864'48 FEET NORTHEAST OF A TELEPHONE POLE, 40 FEET EAST OF THE CENTERLINE
 JA1864'OF A GRAVEL ROAD, AND 21 FEET EAST OF A FENCE.  THE MARK IS 12 INCHES
 JA1864'UNDERGROUND, AND THE DISK IS STAMPED GADLAGE 1946.
 JA1864'
 JA1864'REFERENCE MARK NO 1 IS 88.39 FEET SOUTH OF THE STATION, 41.5 FEET
 JA1864'SOUTH OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE, AND 2 FEET NORTH OF
 JA1864'A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JA1864'GADLAGE NO 1 1946.
 JA1864'
 JA1864'REFERENCE MARK NO 2 79.75 FEET NORTHWEST OF THE STATION, 24 FEET EAST
 JA1864'OF THE CENTERLINE OF THE ROAD, AND 4 FEET EAST OF A FENCE.  THE MARK
 JA1864'PROJECTS 5 INCHES, AND THE DISK IS STAMPED GADLAGE NO 2 1946.
 JA1864'
 JA1864'THE AZIMUTH MARK IS SOUTH OF THE STATION, 26 FEET WEST OF THE
 JA1864'CENTERLINE OF THE ROAD, 21 FEET SOUTHEAST OF A 48-INCH WILD CHERRY
 JA1864'TREE, 5 FEET WEST OF A FENCE, AND 2.5 FEET NORTH OF A WITNESS POST.
 JA1864'THE MARK PROJECTS 6 INCHES AND IS STAMPED GADLAGE 1946.
 JA1864'
 JA1864'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 164 AND A
 JA1864'SECONDARY ROAD AT THE WESTERN EDGE OF CELESTINE, GO NORTH ON THE
 JA1864'SECONDARY ROAD 1.0 MILE TO THE GADLAGE FARMHOUSE ON THE LEFT, THENCE
 JA1864'CONTINUE NORTH 0.2 MILE TO THE TOP OF A GRADE AND THE STATION ON THE
 JA1864'LEFT.
 JA1864'
 JA1864'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1864
 JA1864                          STATION RECOVERY (1968)
 JA1864
 JA1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1864'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 JA1864'WERE FOUND PARTIALLY EXPOSED AND IN DANGER OF BEING DESTROYED BY
 JA1864'EROSION AND REFERENCE MARKS 3 AND 4 WERE SET.  REFERENCE MARKS 1 AND 2
 JA1864'WERE LEFT INTACT.  THE AZIMUTH MARK COULD NOT BE FOUND AND A FARMER
 JA1864'WHO LIVES ACROSS THE ROAD SAID THAT THE COUNTY HAD UPROOTED THE MARK
 JA1864'AND IT IS NOW PART OF HIS DAM.  THE DESCRIPTION IS ADEQUATE WITH THE
 JA1864'FOLLOWING.
 JA1864'
 JA1864'REFERENCE MARK 3 IS 29 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND
 JA1864'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 JA1864'DISK IS STAMPED GADLAGE 1946 NO 3 1968.
 JA1864'
 JA1864'REFERENCE MARK 4 IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 JA1864'FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 JA1864'AND THE DISK IS STAMPED GADLAGE 1946 NO 4 1968.
 JA1864'
 JA1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 JA1864'CELESTINE.
 JA1864'
 JA1864'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA1864
 JA1864                          STATION RECOVERY (1989)
 JA1864
 JA1864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (VPT)
 JA1864'MARK NOT FOUND.
 JA1864
 JA1864                          STATION RECOVERY (1997)
 JA1864
 JA1864'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA1864'NEW DESCRIPTION- 41 FT (12.5 M) EAST OF CENTERLINE OF CELESTINE ROAD
 JA1864'NORTH, 34.3 FT (10.5 M) NORTHWEST OF APPROXIMATELY 16 INCH MAPLE TREE,
 JA1864'28.2 FT (8.6 M) NORTHEAST OF A POWERPOLE, 9.9 FT (3.0 M) EAST OF THE
 JA1864'SOUTHWEST CORNER OF A WOOD AND WIRE FENCE POST, 1.9 FT (0.6 M) NORTH
 JA1864'OF THE WOOD FENCE, 1.1 FT (0.3 M) BELOW THE SURFACE OF THE GROUND.
 JA1864'SUCCESSFUL GPS OBSERVANCE MADE AT THIS STATION.T LEVEL WITH MAIN
 JA1864'STREET PROJECTING 1 INCH.
 JA1864
 JA1864                          STATION RECOVERY (2006)
 JA1864
 JA1864'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2006 (DLH)
 JA1864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1488 ***********************************************************************
 MD1488  DESIGNATION -  GAGE
 MD1488  PID         -  MD1488
 MD1488  STATE/COUNTY-  IN/STEUBEN
 MD1488  COUNTRY     -  US
 MD1488  USGS QUAD   -  ORLAND (2019)
 MD1488
 MD1488                         *CURRENT SURVEY CONTROL
 MD1488  ______________________________________________________________________
 MD1488* NAD 83(1997) POSITION- 41 42 02.72051(N) 085 10 15.22923(W)   ADJUSTED
 MD1488* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 MD1488  ______________________________________________________________________
 MD1488  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 MD1488  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 MD1488  HORZ ORDER      -  SECOND
 MD1488
 MD1488.The horizontal coordinates were established by classical geodetic methods
 MD1488.and adjusted by the National Geodetic Survey in May 1999.
 MD1488
 MD1488.The orthometric height was scaled from a topographic map.
 MD1488
 MD1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1488.GEOID18 height accuracy estimate available here.
 MD1488
 MD1488.Click photographs - Photos may exist for this station.
 MD1488
 MD1488.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1488
 MD1488. The following values were computed from the NAD 83(1997) position.
 MD1488
 MD1488;                    North         East     Units Scale Factor Converg.
 MD1488;SPC IN E     -   716,500.780   141,265.458   MT  0.99998761   +0 19 47.3
 MD1488;SPC IN E     - 2,350,719.64    463,468.42   sFT  0.99998761   +0 19 47.3
 MD1488;SPC MI S     -    22,620.279 3,933,050.733   MT  1.00011837   -0 32 50.3
 MD1488;SPC MI S     -    74,213.51 12,903,709.75   iFT  1.00011837   -0 32 50.3
 MD1488;UTM  16      - 4,618,168.694   652,192.622   MT  0.99988504   +1 13 01.3
 MD1488
 MD1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1488!SPC IN E     -   0.99995865  x   0.99998761  =   0.99994626
 MD1488!SPC MI S     -   0.99995865  x   1.00011837  =   1.00007702
 MD1488!UTM  16      -   0.99995865  x   0.99988504  =   0.99984370
 MD1488
 MD1488:                Primary Azimuth Mark                     Grid Az
 MD1488:SPC IN E     -  GAGE AZ MK                               174 50 41.6
 MD1488:SPC MI S     -  GAGE AZ MK                               175 43 19.2
 MD1488:UTM  16      -  GAGE AZ MK                               173 57 27.6
 MD1488
 MD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5219218168(NAD 83)
 MD1488
 MD1488|---------------------------------------------------------------------|
 MD1488| PID    Reference Object                     Distance      Geod. Az  |
 MD1488|                                                           dddmmss.s |
 MD1488| CC9189 GAGE RM 1                            28.843 METERS 03845     |
 MD1488| CC9190 GAGE RM 2                            36.347 METERS 13839     |
 MD1488| CC9188 GAGE AZ MK                                         1751028.9 |
 MD1488|---------------------------------------------------------------------|
 MD1488
 MD1488                          SUPERSEDED SURVEY CONTROL
 MD1488
 MD1488  NAD 83(1995)-  41 42 02.71999(N)    085 10 15.23078(W) AD(       ) 2
 MD1488  NAD 83(1994)-  41 42 02.72025(N)    085 10 15.23620(W) AD(       ) 2
 MD1488  NAD 83(1986)-  41 42 02.72022(N)    085 10 15.24098(W) AD(       ) 2
 MD1488  NAD 27      -  41 42 02.53960(N)    085 10 15.34450(W) AD(       ) 2
 MD1488
 MD1488.Superseded values are not recommended for survey control.
 MD1488
 MD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1488.See file dsdata.pdf to determine how the superseded data were derived.
 MD1488
 MD1488_MARKER: DS = TRIANGULATION STATION DISK
 MD1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1488_STAMPING: GAGE 1946
 MD1488_MARK LOGO: CGS
 MD1488_PROJECTION: FLUSH
 MD1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1488+STABILITY: SURFACE MOTION
 MD1488
 MD1488  HISTORY     - Date     Condition        Report By
 MD1488  HISTORY     - 1946     MONUMENTED       CGS
 MD1488  HISTORY     - 1960     GOOD             CGS
 MD1488
 MD1488                          STATION DESCRIPTION
 MD1488
 MD1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1488'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 327, 2 MILES
 MD1488'SOUTH OF THE JUNCTION
 MD1488'OF STATE HIGHWAYS 120 AND 327 IN ORLAND AND 3.90 MILES NORTH OF THE
 MD1488'JUNCTION OF U.S. HIGHWAY 20 AND 327.
 MD1488'IT IS 168 FEET NORTH OF THE CENTERLINES OF STATE HIGHWAY 327
 MD1488'AND A GRAVEL T-ROAD (WEST), 27 FEET WEST OF THE
 MD1488'CENTER OF THE HIGHWAY AND 12 FEET EAST
 MD1488'OF THE WEST RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH AND THE
 MD1488'DISK IS STAMPED GAGE 1946.
 MD1488'
 MD1488'REFERENCE MARK NO. 1 IS 94.63 FEET NORTHEAST OF THE STATION ON THE
 MD1488'EAST SIDE OF THE HIGHWAY IN THE
 MD1488'FENCE LINE.  IT IS 40 FEET EAST OF THE CENTER OF THE ROAD.  THE MARK
 MD1488'IS REFERENCE MARK NO. 2 IS 119.25
 MD1488'FEET SOUTHEAST OF THE STATION ON THE EAST SIDE OF THE
 MD1488'ROAD AND IN THE FENCE LINE.  IT IS 40 FEET EAST
 MD1488'OF THE CENTER OF THE ROAD AND 80 FEET
 MD1488'NORTHEAST OF THE CENTERLINE OF THE TWO ROADS.  THE MARK IS FLUSH
 MD1488'AND THE DISK IS STAMPED GAGE NO 2
 MD1488'1946
 MD1488'
 MD1488'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION ON THE EAST SIDE OF THE
 MD1488'HIGHWAY.  IT IS 38 FEET EAST
 MD1488'OF THE CENTER OF THE HIGHWAY, ONE FOOT WEST OF THE EAST RIGHT-OF-WAY
 MD1488'FENCE LINE AND ONE FOOT NORTH OF A
 MD1488'WHITE POST.
 MD1488'
 MD1488'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1488
 MD1488                          STATION RECOVERY (1960)
 MD1488
 MD1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1488'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1488'DESCRIBED.
 MD1488'
 MD1488'ABOUT 2.1 MILES S ALONG NO. 327 INDIANA HIGHWAY FROM ITS INTERSECTION
 MD1488'WITH NO. 120 IND. HWY. AT THE MAIN CORNER IN ORLAND, BETWEEN
 MD1488'REVERSE CURVES, 4.0 MILES N OF THE INTERSECTION WITH NO. 20 U.S.
 MD1488'HIGHWAY, 168 FEET N OF INTERSECTION OF CENTER LINES OF HWY, AND
 MD1488'GRAVEL ROAD EXTENDING W, 27 FEET W OF CENTER LINE OF HWY., 1.4 FEET
 MD1488'LOWER THAN SAME, 12 FEET E OF THE W RIGHT-OF-WAY FENCE, 6
 MD1488'FEET S OF PROJECTED LINE OF FENNCE FROM THE E, STANDARD
 MD1488'DISKS STAMPED GAGE 1946, NOTES 1A AND 7A, WITH THE UPPER
 MD1488'MARK NOW ABOUT 0.4 FOOT
 MD1488'UNDERGROUND.  THE STATION IS ABOUT 2-1/2 MILES W OF W END OF GAGE
 MD1488'LAKE.
 MD1488'
 MD1488'REFERENCE STAMPED GAGE NO 1 1946, NOTE 11A, FLUSH, IS 94.59 FEET OR
 MD1488'28.831 METERS NE IN AZIMUTH 218
 MD1488'DEG 45 MIN FROM THE STATION, 68 FEET N OF 18-INCH CONCRETE POST THAT
 MD1488'IS AT FENCE T-INTERSECTION, 40 FEET E OF
 MD1488'CENTER LINE OF HWY., AND ONE FOOT W OF RIGHT-OF-WAY FENCE.
 MD1488'
 MD1488'REFERENCE STAMPED GAGE NO 2 1946, NOTE 11A, FLUSH IS 119.22 FEET OR
 MD1488'36.338 METERS SE IN AZIMUTH
 MD1488'318 DEG 39 MIN FROM STATION, 97 FEET S OF THE N ONE OF TWO
 MD1488'14-FEET-APART CONCRETE FENCE POSTS, 80 FEET
 MD1488'NE OF SAID INTERSECTION OF HWY. AND GRAVEL ROAD CENTER LINES, 40 FEET
 MD1488'E OF CENTER LINE OF HWY., AND ONE FOOT
 MD1488'W OF RIGHT-OF-WAY FENCE.
 MD1488'
 MD1488'AZIMUTH STAMPED GAGE 1946, NOTE 16A, FLUSH, IS ABOUT 0.4 MILE S OF
 MD1488'STATION, ABOUT 61 YARDS N OF
 MD1488'FENCE T-INTERSECTION ON E SIDE OF HWY., 30 FEET N OF PROJECTED LINE
 MD1488'OF FENCE FROM THE W, 38 FEET E OF
 MD1488'CENTER LINE OF HWY., ONE FOOT W OF FENCE, AND 1.7 FEET N OF STEEL
 MD1488'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2435 ***********************************************************************
 ME2435  DESIGNATION -  GALENA RESET
 ME2435  PID         -  ME2435
 ME2435  STATE/COUNTY-  IN/LA PORTE
 ME2435  COUNTRY     -  US
 ME2435  USGS QUAD   -  SPRINGVILLE (2019)
 ME2435
 ME2435                         *CURRENT SURVEY CONTROL
 ME2435  ______________________________________________________________________
 ME2435* NAD 83(1997) POSITION- 41 41 45.91105(N) 086 40 31.57767(W)   ADJUSTED
 ME2435* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 ME2435  ______________________________________________________________________
 ME2435  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 ME2435  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 ME2435  HORZ ORDER      -  FIRST
 ME2435
 ME2435.The horizontal coordinates were established by classical geodetic methods
 ME2435.and adjusted by the National Geodetic Survey in May 1999.
 ME2435
 ME2435.The orthometric height was scaled from a topographic map.
 ME2435
 ME2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2435.GEOID18 height accuracy estimate available here.
 ME2435
 ME2435.Click photographs - Photos may exist for this station.
 ME2435
 ME2435.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2435
 ME2435. The following values were computed from the NAD 83(1997) position.
 ME2435
 ME2435;                    North         East     Units Scale Factor Converg.
 ME2435;SPC IN W     -   715,943.817   933,953.646   MT  0.99998085   +0 16 16.8
 ME2435;SPC IN W     - 2,348,892.34  3,064,146.25   sFT  0.99998085   +0 16 16.8
 ME2435;UTM  16      - 4,616,084.824   527,006.969   MT  0.99960898   +0 12 57.2
 ME2435
 ME2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2435!SPC IN W     -   0.99995970  x   0.99998085  =   0.99994055
 ME2435!UTM  16      -   0.99995970  x   0.99960898  =   0.99956869
 ME2435
 ME2435:                Primary Azimuth Mark                     Grid Az
 ME2435:SPC IN W     -  GALENA AZ MK RESET                       227 45 48.4
 ME2435:UTM  16      -  GALENA AZ MK RESET                       227 49 08.0
 ME2435
 ME2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2700616084(NAD 83)
 ME2435
 ME2435|---------------------------------------------------------------------|
 ME2435| PID    Reference Object                     Distance      Geod. Az  |
 ME2435|                                                           dddmmss.s |
 ME2435| ME2407 THREE OAKS FEATHERBONE CO TANK      APPROX.13.0 KM 0241311.1 |
 ME2435| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX.36.8 KM 0960344.2 |
 ME2435| ME2427 LAPORTE CO CTHSE CLOCK TOWER        APPROX.10.2 KM 2023009.3 |
 ME2435| CM3540 GALENA RM 3                          26.600 METERS 20428     |
 ME2435| CM3536 GALENA AZ MK                                       2250434.7 |
 ME2435| CM3537 GALENA AZ MK RESET                                 2280205.2 |
 ME2435| CM3538 GALENA RM 1                          28.319 METERS 25924     |
 ME2435| ME2457 MICHIGAN CITY N IND P S CO STK      APPROX.19.6 KM 2781515.8 |
 ME2435| CM3539 GALENA RM 2                          29.688 METERS 29116     |
 ME2435|---------------------------------------------------------------------|
 ME2435
 ME2435                          SUPERSEDED SURVEY CONTROL
 ME2435
 ME2435  NAD 83(1994)-  41 41 45.91417(N)    086 40 31.57959(W) AD(       ) 1
 ME2435  NAD 83(1986)-  41 41 45.91349(N)    086 40 31.58090(W) AD(       ) 1
 ME2435  NAD 27      -  41 41 45.75500(N)    086 40 31.50080(W) AD(       ) 1
 ME2435  USSD        -  41 41 45.83000(N)    086 40 31.36700(W) AD(       ) 3
 ME2435
 ME2435.Superseded values are not recommended for survey control.
 ME2435
 ME2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2435.See file dsdata.pdf to determine how the superseded data were derived.
 ME2435
 ME2435_MARKER: V = STONE MONUMENT
 ME2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2435
 ME2435  HISTORY     - Date     Condition        Report By
 ME2435  HISTORY     - 1932     MONUMENTED       USLS
 ME2435  HISTORY     - 1932     GOOD             CGS
 ME2435  HISTORY     - 1935     GOOD             CGS
 ME2435  HISTORY     - 1952     GOOD             CGS
 ME2435
 ME2435                          STATION DESCRIPTION
 ME2435
 ME2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 ME2435'RECOVERED IN GOOD CONDITION.
 ME2435
 ME2435                          STATION RECOVERY (1935)
 ME2435
 ME2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ME2435'ABOUT 4 MILES NORTHWEST OF ROLLING PRAIRIE STATION ON NEW YORK CENTRAL
 ME2435'RAILROAD, IN SW 1/4 SEC. 32, T. 32 N., R. 2 W., GALENA TOWNSHIP, 1/4
 ME2435'MILE NORTHEAST OF SCHOOLHOUSE AND CEMETERY AT CORNER OF SECTIONS 31
 ME2435'AND 32, 1/4 MILE EAST AND 1/8 MILE NORTH OF WESTERN AND SOUTHERN
 ME2435'SECTION LINES, RESPECTIVELY, AND ON LAND OWNED BY WM. BLANK AND SON,
 ME2435'TENTH STREET, MICHIGAN CITY.
 ME2435'
 ME2435'TO REACH FROM ROLLING PRAIRIE GO WEST 3.3 MILES ON U.S. ROUTE 20 TO
 ME2435'GRAVEL CROSSROAD, TURN NORTH ONTO GRAVEL ROAD, GO 1.05 MILES TO LAMBS
 ME2435'CHAPEL AND CEMETERY, TURN EAST ONTO SAND ROAD, GO 0.25 MILE TO SIGN ON
 ME2435'TREE NORTH OF ROAD KEEP OUT, IF CAUGHT FINE, CROSS WIRE FENCE JUST
 ME2435'EAST OF TREE AND GO ALONG FENCE LINE ON OLD WOODS ROAD ABOUT 600 FEET
 ME2435'TO TOP OF HILL AND STATION.
 ME2435'
 ME2435'IT IS ABOUT 87 FEET EAST OF ROAD, 32.2 FEET NORTHWEST OF LARGER OF TWO
 ME2435'BLAZED OAK TREES, AND 34.0 FEET WEST OF SMALLER.  MARKED BY STONE POST
 ME2435'2-1/2 FEET BELOW SURFACE OF GROUND.  IN 1932, STATION REMARKED WITH
 ME2435'STANDARD STATION DISK IN CONCRETE STAMPED GALENA U.S.L.S. 1877.
 ME2435'ORIGINAL REFERENCE MARKS WERE STONE POSTS AT FOLLOWING DISTANCES AND
 ME2435'BEARINGS FROM STATION- 60.0 METERS (197 FEET)  S. 32 DEG 24 MIN W.,
 ME2435'(RECOVERED IN 1932), 62.1 METERS (204 FEET)  S. 84 DEG 19 MIN W., AND
 ME2435'36.6 METERS (120 FEET)  S. 83 DEG 48 MIN E.  IN 1932 TWO REFERENCE
 ME2435'MARKS AND AZIMUTH MARK, STANDARD REFERENCE DISKS IN CONCRETE,
 ME2435'PROJECTING 5 INCHES ABOVE GROUND, WERE ESTABLISHED.
 ME2435'
 ME2435'NO. 1 IS ON NORTH-AND-SOUTH FENCE LINE 5 FEET WEST OF OLD WOODS ROAD,
 ME2435'29 FEET NORTHWEST OF BLAZED OAK TREE, AND 92.85 FEET FROM STATION RS
 ME2435'79 DEG 23 MIN W
 ME2435'
 ME2435'NO. 2 IS IN SAME FENCE LINE, ABOUT 6 FEET WEST OF CENTER LINE OF ROAD,
 ME2435'AND 92.39 FEET FROM STATION N 68 DEG 45 MIN W.
 ME2435'
 ME2435'AZIMUTH MARK (NOT VISIBLE FROM GROUND) IS ABOUT 0.9 MILE NORTH OF U.S.
 ME2435'ROUTE 20, 0.12 MILE SOUTH OF LAMBS CHAPEL, 30 FEET EAST OF CENTER LINE
 ME2435'OF GRAVEL ROAD, 5 FEET EAST OF FENCE LINE, ON HIGH BANK ABOUT 15 FEET
 ME2435'ABOVE ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION S 45 DEG 04 MIN W.
 ME2435
 ME2435                          STATION RECOVERY (1952)
 ME2435
 ME2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2435'STATION WAS RECOVERED AS DESCRIBED BY H.C. WARWICK IN 1932.  STATION
 ME2435'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 ME2435'WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE STONE REFERENCE
 ME2435'POSTS SET IN 1877 WERE NOT RECOVERED.  THE DISTANCES TO THE REFERENCE
 ME2435'MARKS DID NOT CHECK.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 ME2435'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 ME2435'
 ME2435'STATION IS LOCATED ON TOP OF A WOODED HILL ON THE PROPERTY OF LAWRENCE
 ME2435'CABIN ABOUT 6 MILES NORTHEAST OF LAPORTE AND 1 MILE NORTH OF U.S.
 ME2435'HIGHWAY 20.  IT IS 10 FEET NORTHEAST OF A 12 INCH OAK TREE WITH A
 ME2435'TRIANGLE BLAZE ON THE NORTH SIDE AND 2 FEET SOUTHWEST OF A WHITE
 ME2435'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GALENA USLS
 ME2435'1877 1932. (UNDERGROUND MARK IS A STONE POST, SURFACE MARK NOTE 1A)
 ME2435'
 ME2435'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 ME2435'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GALENA
 ME2435'USLS NO 1 1877 1932.
 ME2435'
 ME2435'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF A 14 INCH OAK TREE AND 1
 ME2435'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 ME2435'IS STAMPED GALENA USLS NO 2 1877 1932.
 ME2435'
 ME2435'REFERENCE MARK NO. 3 IS 14 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK
 ME2435'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GALENA USLS NO 3 1877
 ME2435'1932.
 ME2435'
 ME2435'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A SAND ROAD, 4 FEET
 ME2435'NORTH OF A TELEPHONE POLE AND 3 FEET EAST OF A WHITE WITNESS POST.
 ME2435'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GALENA USLS
 ME2435'1877 1932 RESET 1952.
 ME2435'
 ME2435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2435'HIGHWAY 39, WHICH IS ABOUT 5 MILES NORTH OF LAPORTE, GO EAST ON
 ME2435'HIGHWAY 20 FOR 3.4 MILES TO A SAND ROAD LEFT.  TURN LEFT AND GO NORTH
 ME2435'ON SAND ROAD FOR 1.1 MILES TO A SAND CROSSROAD.* CONTINUE NORTH FOR
 ME2435'0.1 MILE TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE, CROSS SMALL
 ME2435'PASTURE AND GO THROUGH ANOTHER GATE AND FOLLOW DIM WOODS ROAD UP HILL
 ME2435'FOR ABOUT 0.1 MILE TO THE TOP OF THE HILL AND STATION AS DESCRIBED.
 ME2435'
 ME2435'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, GO WEST ON SAND ROAD
 ME2435'FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2435'
 ME2435'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2376 ***********************************************************************
 LB2376  DESIGNATION -  GALVESTON
 LB2376  PID         -  LB2376
 LB2376  STATE/COUNTY-  IN/HOWARD
 LB2376  COUNTRY     -  US
 LB2376  USGS QUAD   -  GALVESTON (2019)
 LB2376
 LB2376                         *CURRENT SURVEY CONTROL
 LB2376  ______________________________________________________________________
 LB2376* NAD 83(1997) POSITION- 40 33 32.48570(N) 086 10 23.69432(W)   ADJUSTED
 LB2376* NAVD 88 ORTHO HEIGHT -   249.55  (+/-2cm)      818.7   (feet) VERTCON3
 LB2376  ______________________________________________________________________
 LB2376  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 LB2376  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 LB2376  HORZ ORDER      -  SECOND
 LB2376  VERT ORDER      -  THIRD ? (See Below)
 LB2376
 LB2376.The horizontal coordinates were established by classical geodetic methods
 LB2376.and adjusted by the National Geodetic Survey in May 1999.
 LB2376
 LB2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2376
 LB2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2376.GEOID18 height accuracy estimate available here.
 LB2376
 LB2376.The vertical order pertains to the NGVD 29 superseded value.
 LB2376
 LB2376.Click photographs - Photos may exist for this station.
 LB2376
 LB2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2376
 LB2376. The following values were computed from the NAD 83(1997) position.
 LB2376
 LB2376;                    North         East     Units Scale Factor Converg.
 LB2376;SPC IN E     -   589,712.903    57,097.198   MT  0.99998931   -0 19 45.8
 LB2376;SPC IN E     - 1,934,749.75    187,326.39   sFT  0.99998931   -0 19 45.8
 LB2376;UTM  16      - 4,490,134.765   569,992.796   MT  0.99966030   +0 32 15.4
 LB2376
 LB2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2376!SPC IN E     -   0.99996625  x   0.99998931  =   0.99995556
 LB2376!UTM  16      -   0.99996625  x   0.99966030  =   0.99962656
 LB2376
 LB2376:                Primary Azimuth Mark                     Grid Az
 LB2376:SPC IN E     -  GALVESTON AZ MK                          330 05 27.5
 LB2376:UTM  16      -  GALVESTON AZ MK                          329 13 26.3
 LB2376
 LB2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6999290134(NAD 83)
 LB2376
 LB2376|---------------------------------------------------------------------|
 LB2376| PID    Reference Object                     Distance      Geod. Az  |
 LB2376|                                                           dddmmss.s |
 LB2376| LB2377 CASSEDY                              30.247 METERS 13939     |
 LB2376| LB2494 KOKOMO NORTH MUNICIPAL TANK         APPROX. 7.9 KM 1533433.8 |
 LB2376| CC9193 GALVESTON RM 1                       36.353 METERS 24046     |
 LB2376| LB2375 HOW L 54 INHC                       179.305 METERS 31935     |
 LB2376| CC9192 GALVESTON AZ MK                                    3294541.7 |
 LB2376| LB2381 GALVESTON MUNICIPAL TANK            APPROX. 2.3 KM 3314949.9 |
 LB2376| LB2392 WALTON MUNICIPAL TANK               APPROX.12.6 KM 3324350.6 |
 LB2376|---------------------------------------------------------------------|
 LB2376
 LB2376                          SUPERSEDED SURVEY CONTROL
 LB2376
 LB2376  NAD 83(1986)-  40 33 32.49136(N)    086 10 23.70584(W) AD(       ) 2
 LB2376  NAD 27      -  40 33 32.35220(N)    086 10 23.71900(W) AD(       ) 2
 LB2376  NGVD 29             249.67   (m)          819.1    (f) LEVELING    3  
 LB2376
 LB2376.Superseded values are not recommended for survey control.
 LB2376
 LB2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2376.See file dsdata.pdf to determine how the superseded data were derived.
 LB2376
 LB2376_MARKER: DS = TRIANGULATION STATION DISK
 LB2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2376_STAMPING: GALVESTON 1954
 LB2376_MARK LOGO: CGS
 LB2376_PROJECTION: FLUSH
 LB2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2376+STABILITY: SURFACE MOTION
 LB2376
 LB2376  HISTORY     - Date     Condition        Report By
 LB2376  HISTORY     - 1954     MONUMENTED       CGS
 LB2376
 LB2376                          STATION DESCRIPTION
 LB2376
 LB2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JLC)
 LB2376'STATION IS LOCATED ON THE NORTHEAST SIDE OF U. S. HIGHWAY 35 BETWEEN
 LB2376'THE HIGHWAY AND THE PENNSYLVANIA RAILROAD TRACKS ABOUT 5 MILES
 LB2376'NORTHWEST OF KOKOMO AND ABOUT 1-1/2 MILES SOUTHEAST OF GALVESTON.
 LB2376'IT IS 119 FEET NORTHEAST OF A WHITE WITNESS POST, 41 FEET NORTHEAST
 LB2376'OF THE CENTER OF THE HIGHWAY AND 33 FEET SOUTHWEST OF THE
 LB2376'SOUTHWEST RAIL OF THE RAILROAD TRACKS.  THE MARK IS FLUSH AND THE
 LB2376'DISK IS STAMPED GALVESTON 1954.
 LB2376'
 LB2376'REFERENCE MARK NO. 1 IS 77 FEET SOUTHWEST OF THE CENTER OF THE
 LB2376'HIGHWAY, 3 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A
 LB2376'FENCE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 LB2376'FLUSH AND THE DISK IS STAMPED GALVESTON NO 1 1954.
 LB2376'
 LB2376'CASSEDY 1920 WAS USED AS A REFERENCE MARK.  IT IS 63 FEET NORTHEAST
 LB2376'OF THE CENTER OF THE HIGHWAY, 49.69 FEET SOUTHWEST OF CASSEDY 1920
 LB2376'REFERENCE MARK AND 9.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 LB2376'THE RAILROAD TRACKS.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2376'CASSEDY 1920.
 LB2376'
 LB2376'AZIMUTH MARK IS 78 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2
 LB2376'FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE AND 1
 LB2376'FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LB2376'THE DISK IS STAMPED GALVESTON 1954.
 LB2376'
 LB2376'L 54 HOW (STATE HIGHWAY) B. M. IS 80 FEET SOUTHWEST OF THE CENTER OF
 LB2376'THE HIGHWAY, 62 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 2
 LB2376'FEET NORTHEAST OF A FENCE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST
 LB2376'PROJECTING ABOUT 8 INCHES WITH A BRONZE STATE HIGHWAY COMMISSION
 LB2376'OF INDIANA SURVEY BENCH MARK DISK IN THE TOP STAMPED HOW L 54.
 LB2376'
 LB2376'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2376'HIGHWAY 22 AT THE INTERSECTION OF WASHINGTON AND SYCAMORE STREETS
 LB2376'ONE BLOCK WEST OF THE COURTHOUSE IN KOKOMO, GO NORTH AND NORTHWEST
 LB2376'ON HIGHWAY 35 FOR 5.45 MILES TO THE STATION ON THE RIGHT AS
 LB2376'DESCRIBED.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.15 MILE TO THE
 LB2376'STATE HIGHWAY BENCH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LB2376'NORTHWEST ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON
 LB2376'THE LEFT AS DESCRIBED.
 LB2376'
 LB2376'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2381 ***********************************************************************
 LB2381  DESIGNATION -  GALVESTON MUNICIPAL TANK
 LB2381  PID         -  LB2381
 LB2381  STATE/COUNTY-  IN/CASS
 LB2381  COUNTRY     -  US
 LB2381  USGS QUAD   -  GALVESTON (2019)
 LB2381
 LB2381                         *CURRENT SURVEY CONTROL
 LB2381  ______________________________________________________________________
 LB2381* NAD 83(1997) POSITION- 40 34 38.53802(N) 086 11 10.08625(W)   ADJUSTED
 LB2381  ______________________________________________________________________
 LB2381  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 LB2381  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 LB2381  HORZ ORDER      -  THIRD
 LB2381
 LB2381.The horizontal coordinates were established by classical geodetic methods
 LB2381.and adjusted by the National Geodetic Survey in May 1999.
 LB2381
 LB2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2381.GEOID18 height accuracy estimate available here.
 LB2381
 LB2381.Click photographs - Photos may exist for this station.
 LB2381
 LB2381.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2381
 LB2381. The following values were computed from the NAD 83(1997) position.
 LB2381
 LB2381;                    North         East     Units Scale Factor Converg.
 LB2381;SPC IN E     -   591,756.652    56,017.827   MT  0.99999047   -0 20 16.5
 LB2381;SPC IN E     - 1,941,454.95    183,785.15   sFT  0.99999047   -0 20 16.5
 LB2381;UTM  16      - 4,492,161.275   568,882.984   MT  0.99965840   +0 31 45.9
 LB2381
 LB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6888292161(NAD 83)
 LB2381
 LB2381                          SUPERSEDED SURVEY CONTROL
 LB2381
 LB2381  NAD 83(1986)-  40 34 38.54288(N)    086 11 10.09706(W) AD(       ) 3
 LB2381  NAD 27      -  40 34 38.40000(N)    086 11 10.10500(W) AD(       ) 3
 LB2381
 LB2381.Superseded values are not recommended for survey control.
 LB2381
 LB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2381.See file dsdata.pdf to determine how the superseded data were derived.
 LB2381
 LB2381_MARKER: 53 = ELEVATED TANK
 LB2381
 LB2381  HISTORY     - Date     Condition        Report By
 LB2381  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2381  HISTORY     - 1989     GOOD             USPSQD
 LB2381
 LB2381                          STATION DESCRIPTION
 LB2381
 LB2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2381'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK LOCATED
 LB2381'ABOUT 150 FEET NORTHWEST OF THE INTERSECTION OF EAST WASHINGTON
 LB2381'STREET AND DEER CREEK STREET IN THE EAST SECTION OF GALVESTON.  IT
 LB2381'IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS
 LB2381'ABOUT 125 FEET HIGH AND IS PAINTED SILVER.
 LB2381
 LB2381                          STATION RECOVERY (1989)
 LB2381
 LB2381'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1662 ***********************************************************************
 MD1662  DESIGNATION -  GAMBLE
 MD1662  PID         -  MD1662
 MD1662  STATE/COUNTY-  IN/WABASH
 MD1662  COUNTRY     -  US
 MD1662  USGS QUAD   -  SILVER LAKE (2019)
 MD1662
 MD1662                         *CURRENT SURVEY CONTROL
 MD1662  ______________________________________________________________________
 MD1662* NAD 83(1997) POSITION- 41 01 40.26603(N) 085 54 11.92891(W)   ADJUSTED
 MD1662* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 MD1662  ______________________________________________________________________
 MD1662  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 MD1662  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 MD1662  HORZ ORDER      -  FIRST
 MD1662
 MD1662.The horizontal coordinates were established by classical geodetic methods
 MD1662.and adjusted by the National Geodetic Survey in May 1999.
 MD1662
 MD1662.The orthometric height was scaled from a topographic map.
 MD1662
 MD1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1662.GEOID18 height accuracy estimate available here.
 MD1662
 MD1662.Click photographs - Photos may exist for this station.
 MD1662
 MD1662.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1662
 MD1662. The following values were computed from the NAD 83(1997) position.
 MD1662
 MD1662;                    North         East     Units Scale Factor Converg.
 MD1662;SPC IN E     -   641,678.116    80,098.707   MT  0.99997154   -0 09 19.2
 MD1662;SPC IN E     - 2,105,238.95    262,790.51   sFT  0.99997154   -0 09 19.2
 MD1662;UTM  16      - 4,542,428.100   592,194.960   MT  0.99970461   +0 43 11.8
 MD1662
 MD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1662!SPC IN E     -   0.99996219  x   0.99997154  =   0.99993373
 MD1662!UTM  16      -   0.99996219  x   0.99970461  =   0.99966681
 MD1662
 MD1662:                Primary Azimuth Mark                     Grid Az
 MD1662:SPC IN E     -  GAMBLE AZ MK                             271 32 14.4
 MD1662:UTM  16      -  GAMBLE AZ MK                             270 39 43.4
 MD1662
 MD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9219442428(NAD 83)
 MD1662
 MD1662|---------------------------------------------------------------------|
 MD1662| PID    Reference Object                     Distance      Geod. Az  |
 MD1662|                                                           dddmmss.s |
 MD1662| CC9194 GAMBLE AZ MK                                       2712255.2 |
 MD1662| CC9196 GAMBLE RM 2                          29.063 METERS 29639     |
 MD1662| CC9195 GAMBLE RM 1                          30.327 METERS 35301     |
 MD1662|---------------------------------------------------------------------|
 MD1662
 MD1662                          SUPERSEDED SURVEY CONTROL
 MD1662
 MD1662  NAD 83(1986)-  41 01 40.27044(N)    085 54 11.93980(W) AD(       ) 1
 MD1662  NAD 27      -  41 01 40.11350(N)    085 54 11.96920(W) AD(       ) 1
 MD1662
 MD1662.Superseded values are not recommended for survey control.
 MD1662
 MD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1662.See file dsdata.pdf to determine how the superseded data were derived.
 MD1662
 MD1662_MARKER: DS = TRIANGULATION STATION DISK
 MD1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1662_STAMPING: GAMBLE 1947
 MD1662_MARK LOGO: CGS
 MD1662_PROJECTION: RECESSED 30 CENTIMETERS
 MD1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1662+STABILITY: SURFACE MOTION
 MD1662
 MD1662  HISTORY     - Date     Condition        Report By
 MD1662  HISTORY     - 1947     MONUMENTED       CGS
 MD1662
 MD1662                          STATION DESCRIPTION
 MD1662
 MD1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1662'STATION IS LOCATED ABOUT 3 MILES SOUTH OF SILVER LAKE ON LAND OWNED BY
 MD1662'MR.  ORVILLE GAMBLE.  IT IS 125 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MD1662'BARN, 43 FEET NORTHWEST OF A 12 INCH APPLE TREE, 19 FEET WEST OF A
 MD1662'FENCELINE AND 29 FEET NORTHWEST OF A FENCE CORNER.  THE MARK IS
 MD1662'SUBSURFACE ABOUT 1 FOOT AND THE DISK IS STAMPED GAMBLE 1947.
 MD1662'
 MD1662'REFERENCE MARK NO. 1 IS 99.50 FEET NORTH OF THE STATION.  IT IS 27
 MD1662'FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 15 FEET SOUTH OF A FENCE
 MD1662'CORNER AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 MD1662'THE DISK IS STAMPED GAMBLE NO 1 1947.
 MD1662'
 MD1662'REFERENCE MARK NO. 2 IS 95.35 FEET NORTHWEST OF THE STATION.  IT IS 1
 MD1662'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1662'STAMPED GAMBLE NO 2 1947.
 MD1662'
 MD1662'AZIMUTH MARK IS 1 MILE WEST OF THE STATION.  IT IS 30 FEET SOUTH OF
 MD1662'THE CENTERLINE OF ROAD, 6 FEET EAST OF A POWERLINE POLE, 1 FOOT SOUTH
 MD1662'OF A FENCELINE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK IS
 MD1662'FLUSH AND THE DISK IS STAMPED GAMBLE 1947.
 MD1662'
 MD1662'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN
 MD1662'SILVER LAKE GO SOUTH ON HIGHWAY 15 FOR 3 MILE TO A GRAVEL CROSSROAD
 MD1662'AND CHURCH ON THE RIGHT, TURN RIGHT AND GO 0.6 MILE TO FARM HOUSE AND
 MD1662'GATE LEADING INTO BARN LOT, TURN LEFT THROUGH GATE AND GO 0.1 MILE TO
 MD1662'STATION.
 MD1662'
 MD1662'TO REACH AZIMUTH MARK FROM STATION GO NORTH 0.1 MILE TO GRAVEL ROAD,
 MD1662'TURN LEFT AND GO 1 MILE TO AZIMUTH MARK ON THE LEFT.
 MD1662'
 MD1662'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1805 ***********************************************************************
 MD1805  DESIGNATION -  GAR
 MD1805  PID         -  MD1805
 MD1805  STATE/COUNTY-  IN/ALLEN
 MD1805  COUNTRY     -  US
 MD1805  USGS QUAD   -  MAPLES (2019)
 MD1805
 MD1805                         *CURRENT SURVEY CONTROL
 MD1805  ______________________________________________________________________
 MD1805* NAD 83(1997) POSITION- 41 06 14.79436(N) 084 57 50.86009(W)   ADJUSTED
 MD1805* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 MD1805  ______________________________________________________________________
 MD1805  GEOID HEIGHT    -        -33.148 (meters)                     GEOID18
 MD1805  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 MD1805  HORZ ORDER      -  THIRD
 MD1805
 MD1805.The horizontal coordinates were established by classical geodetic methods
 MD1805.and adjusted by the National Geodetic Survey in May 1999.
 MD1805
 MD1805.The orthometric height was scaled from a topographic map.
 MD1805
 MD1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1805.GEOID18 height accuracy estimate available here.
 MD1805
 MD1805.Click photographs - Photos may exist for this station.
 MD1805
 MD1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1805
 MD1805. The following values were computed from the NAD 83(1997) position.
 MD1805
 MD1805;                    North         East     Units Scale Factor Converg.
 MD1805;SPC IN E     -   650,357.551   159,013.369   MT  1.00000951   +0 27 42.8
 MD1805;SPC IN E     - 2,133,714.73    521,696.36   sFT  1.00000951   +0 27 42.8
 MD1805;UTM  16      - 4,552,311.541   670,955.219   MT  0.99995970   +1 20 19.6
 MD1805
 MD1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1805!SPC IN E     -   0.99996930  x   1.00000951  =   0.99997881
 MD1805!UTM  16      -   0.99996930  x   0.99995970  =   0.99992901
 MD1805
 MD1805:                Primary Azimuth Mark                     Grid Az
 MD1805:SPC IN E     -  GAR AZ MK                                221 46 17.4
 MD1805:UTM  16      -  GAR AZ MK                                220 53 40.6
 MD1805
 MD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7095552311(NAD 83)
 MD1805
 MD1805|---------------------------------------------------------------------|
 MD1805| PID    Reference Object                     Distance      Geod. Az  |
 MD1805|                                                           dddmmss.s |
 MD1805| CE6614 GAR RM 1                             29.133 METERS 14012     |
 MD1805| CE6613 GAR AZ MK                                          2221400.2 |
 MD1805| CE6615 GAR RM 2                             35.506 METERS 23031     |
 MD1805|---------------------------------------------------------------------|
 MD1805
 MD1805                          SUPERSEDED SURVEY CONTROL
 MD1805
 MD1805  NAD 83(1995)-  41 06 14.79392(N)    084 57 50.86256(W) AD(       ) 3
 MD1805  NAD 83(1986)-  41 06 14.79603(N)    084 57 50.87521(W) AD(       ) 3
 MD1805  NAD 27      -  41 06 14.61640(N)    084 57 50.99760(W) AD(       ) 3
 MD1805
 MD1805.Superseded values are not recommended for survey control.
 MD1805
 MD1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1805.See file dsdata.pdf to determine how the superseded data were derived.
 MD1805
 MD1805_MARKER: DS = TRIANGULATION STATION DISK
 MD1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1805_STAMPING: GAR 1947
 MD1805_MARK LOGO: CGS
 MD1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1805+STABILITY: SURFACE MOTION
 MD1805
 MD1805  HISTORY     - Date     Condition        Report By
 MD1805  HISTORY     - 1947     MONUMENTED       CGS
 MD1805  HISTORY     - 1960     GOOD             CGS
 MD1805  HISTORY     - 1975     GOOD             BRADY
 MD1805
 MD1805                          STATION DESCRIPTION
 MD1805
 MD1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1805'THE STATION IS LOCATED 4 MILES NORTHEAST OF NEW HAVEN AND 1-1/2 MILES
 MD1805'NORTHWEST OF GAR CREEK SETTLEMENT.  IT IS 388 FEET NORTHEAST OF THE
 MD1805'CENTER OF THE INTERSECTION OF U.S. HIGHWAY 24 AND A GRAVEL CROSSROAD,
 MD1805'43 FEET NORTHWEST OF THE CENTER OF HIGHWAY 24 AND 11.5 FEET SOUTHEAST
 MD1805'OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MD1805'STAMPED GAR 1947.
 MD1805'
 MD1805'REFERENCE MARK NO. 1 IS 95.58 FEET SOUTHEAST OF THE STATION AND 52
 MD1805'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 24.  THE MARK PROJECTS 4
 MD1805'INCHES AND THE DISK IS STAMPED GAR NO 1 1947.
 MD1805'
 MD1805'REFERENCE MARK NO. 2 IS 116.49 FEET SOUTHWEST OF THE STATION, 53 FEET
 MD1805'NORTHWEST OF THE CENTER OF HIGHWAY 24 AND 1 FOOT SOUTHEAST OF A
 MD1805'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GAR NO
 MD1805'2 1947.
 MD1805'
 MD1805'THE AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION.  IT IS 150
 MD1805'FEET EAST OF THE INTERSECTION OF U.S. HIGHWAY 24 AND A T-ROAD, WEST,
 MD1805'26 FEET NORTH OF THE CENTER OF THE T-ROAD AND 2 FEET NORTH OF A WHITE
 MD1805'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GAR
 MD1805'1947.
 MD1805'
 MD1805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 MD1805'HIGHWAY 101 WHICH IS 2 MILES NORTH OF WOODBURN, GO SOUTHWEST ON
 MD1805'HIGHWAY 24 FOR 7.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD1805'
 MD1805'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1805
 MD1805                          STATION RECOVERY (1960)
 MD1805
 MD1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1805'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1805'DESCRIBED.
 MD1805'
 MD1805'ABOUT 3.9 MILES NE ALONG NO. 24 U.S. HIGHWAY FROM ITS JUNCTION WITH
 MD1805'NO. 14 INDIANA HWY. ON BROADWAY IN NEW HAVEN, ABOUT 1/1/2 MILES NW OF
 MD1805'GAR CREEK SETTLEMENT, 388 FEET SW OF INTERSECTION OF CENTER LINES OF
 MD1805'HWY. AND BRUICK ROAD, 42.5 FEET NW OF CENTER LINE OF HWY. 24-FOOT
 MD1805'ASPHALT PAVEMENT, 1.3 FEET HIGHER THAN SAME, 39 FEET NE OF CENTER OF
 MD1805'THE SECOND FROM THE S OF 5 OR 6 LARGE SYCAMORES, STANDARD DISKS
 MD1805'STAMPED GAR 1947 ARE SET IN 1A AND 7A MARKS WITH THE UPPER ONE
 MD1805'PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1805'
 MD1805'REFERENCE STAMPED GAR NO 1 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS 95.56
 MD1805'FEET OR 29.126 METERS SE IN AZIMUTH 320 DEG 12 MIN FROM STATION, 53
 MD1805'FEET SE OF CENTER LINE OF HWY., 5.3 FEET LOWER THAN SAME, AND 41 FEET
 MD1805'SW OF NO. 69/854 POWER POLE.
 MD1805'
 MD1805'REFERENCE STAMPED GAR NO 2 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1805'117.03 FEET OR 35.671 METERS SW IN AZIMUTH 50 DEG 31 MIN FROM STATION,
 MD1805'68 FEET SW OF CENTER OF SOUTHERNMOST ONE OF THE SYCAMORES, AND 52.5
 MD1805'FEET NW OF CENTER LINE OF HWY. PAVEMENT.
 MD1805'
 MD1805'AZIMUTH STAMPED GAR 1947, NOTE 16A, PROJECTS 0.1 FOOT, IS ABOUT 0.4
 MD1805'MILE SW FROM THE STATION, 132 FEET SE OF CENTER LINE OF HWY., 26 FEET
 MD1805'NNW OF CENTER LINE OF 20-FOOT PAVEMENT ON CURVE OF BREMER ROAD, 1.4
 MD1805'FEET LOWER THAN SAME, 38 FEET N OF PROJECTED CENTER LINE OF BREMER
 MD1805'ROAD TANGENT FROM THE EAST.
 MD1805
 MD1805                          STATION RECOVERY (1975)
 MD1805
 MD1805'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 MD1805'GAR 1947 RECOVERED GOOD.  GAR 1947 (AZIM) RECOVERED GOOD.  GAR NO. 1
 MD1805'1947 RECOVERED GOOD.  GAR NO. 2 1947 RECOVERED GOOD.  DISTANCE AND
 MD1805'DIRECTION FROM NEAREST TOWN--4 MILES NE OF NEW HAVEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1539 ***********************************************************************
 MD1539  DESIGNATION -  GARRETT MUNICIPAL PWRHSE STACK
 MD1539  PID         -  MD1539
 MD1539  STATE/COUNTY-  IN/DE KALB
 MD1539  COUNTRY     -  US
 MD1539  USGS QUAD   -  GARRETT (2019)
 MD1539
 MD1539                         *CURRENT SURVEY CONTROL
 MD1539  ______________________________________________________________________
 MD1539* NAD 83(1997) POSITION- 41 21 07.36059(N) 085 07 57.36402(W)   ADJUSTED
 MD1539  ______________________________________________________________________
 MD1539  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 MD1539  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MD1539  HORZ ORDER      -  THIRD
 MD1539
 MD1539.The horizontal coordinates were established by classical geodetic methods
 MD1539.and adjusted by the National Geodetic Survey in May 1999.
 MD1539
 MD1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1539.GEOID18 height accuracy estimate available here.
 MD1539
 MD1539.Click photographs - Photos may exist for this station.
 MD1539
 MD1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1539
 MD1539. The following values were computed from the NAD 83(1997) position.
 MD1539
 MD1539;                    North         East     Units Scale Factor Converg.
 MD1539;SPC IN E     -   677,791.639   144,692.365   MT  0.99999124   +0 21 10.3
 MD1539;SPC IN E     - 2,223,721.40    474,711.53   sFT  0.99999124   +0 21 10.3
 MD1539;UTM  16      - 4,579,520.784   656,216.067   MT  0.99990033   +1 14 02.4
 MD1539
 MD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5621679520(NAD 83)
 MD1539
 MD1539                          SUPERSEDED SURVEY CONTROL
 MD1539
 MD1539  NAD 83(1995)-  41 21 07.35923(N)    085 07 57.36788(W) AD(       ) 3
 MD1539  NAD 83(1986)-  41 21 07.36221(N)    085 07 57.37693(W) AD(       ) 3
 MD1539  NAD 27      -  41 21 07.18500(N)    085 07 57.48400(W) AD(       ) 3
 MD1539
 MD1539.Superseded values are not recommended for survey control.
 MD1539
 MD1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1539.See file dsdata.pdf to determine how the superseded data were derived.
 MD1539
 MD1539_MARKER: 63 = STACK
 MD1539
 MD1539  HISTORY     - Date     Condition        Report By
 MD1539  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1539  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1539
 MD1539                          STATION DESCRIPTION
 MD1539
 MD1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1539'STATION IS LOCATED ON THE NORTH SIDE OF QUNICEY STREET, 3 BLOCKS EAST
 MD1539'FROM U.S. HIGHWAY 27 IN GARRETT.  IT IS ABOUT 50 FEET WEST OF THE
 MD1539'GARRETT MUNICIPAL WATER TANK ABOUT 200 FEET NORTH OF THE CENTERLINE OF
 MD1539'QUINCEY STREET.  IT IS A BRICK CONSTRUCTION 175 FEET HIGH AND HAS THE
 MD1539'LEGEND GARRETT PAINTED ON THE SOUTHWEST SIDE OF THE STACK.  THE POINT
 MD1539'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 MD1539'
 MD1539'THIS IS AN INTERSECTION STATION.
 MD1539
 MD1539                          STATION RECOVERY (1963)
 MD1539
 MD1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1539'EVERY BRICK OF THE STACK HAS BEEN REMOVED BUT THE APPROXIMATE POSITION
 MD1539'REMAINS IN THE OCTAGONAL CONCRETE FOUNDATION OF IT.  IT IS ABOUT 0.2
 MD1539'MILE OR THREE BLOCKS E OF NO. 27 U.S.  HWY. WHICH IS THE MAIN N-S
 MD1539'STREET THRU TOWN, ABOUT 55 YARDS S OF BALTIMORE AND OHIO RAILROAD MAIN
 MD1539'LINE, ABOUT 200 FEET N OF CENTER LINE OF QUINCEY STREET, AND ABOUT 60
 MD1539'FEET W OF THE MUNICIPAL WATER TANK, AN OCTAGONAL CONCRETE BLOCK WITH
 MD1539'ABOUT 8-FOOT SIDES WHICH ARE ABOUT 18 FEET APART AS MEASURED THRU THE
 MD1539'CENTER, AND STANDING ABOUT 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1537 ***********************************************************************
 MD1537  DESIGNATION -  GARRETT MUNICIPAL TANK
 MD1537  PID         -  MD1537
 MD1537  STATE/COUNTY-  IN/DE KALB
 MD1537  COUNTRY     -  US
 MD1537  USGS QUAD   -  GARRETT (2019)
 MD1537
 MD1537                         *CURRENT SURVEY CONTROL
 MD1537  ______________________________________________________________________
 MD1537* NAD 83(1997) POSITION- 41 21 07.16838(N) 085 07 56.58602(W)   ADJUSTED
 MD1537  ______________________________________________________________________
 MD1537  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 MD1537  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MD1537  HORZ ORDER      -  THIRD
 MD1537
 MD1537.The horizontal coordinates were established by classical geodetic methods
 MD1537.and adjusted by the National Geodetic Survey in May 1999.
 MD1537
 MD1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1537.GEOID18 height accuracy estimate available here.
 MD1537
 MD1537.Click photographs - Photos may exist for this station.
 MD1537
 MD1537.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1537
 MD1537. The following values were computed from the NAD 83(1997) position.
 MD1537
 MD1537;                    North         East     Units Scale Factor Converg.
 MD1537;SPC IN E     -   677,785.821   144,710.487   MT  0.99999126   +0 21 10.8
 MD1537;SPC IN E     - 2,223,702.31    474,770.99   sFT  0.99999126   +0 21 10.8
 MD1537;UTM  16      - 4,579,515.246   656,234.274   MT  0.99990040   +1 14 02.9
 MD1537
 MD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5623479515(NAD 83)
 MD1537
 MD1537                          SUPERSEDED SURVEY CONTROL
 MD1537
 MD1537  NAD 83(1995)-  41 21 07.16832(N)    085 07 56.59008(W) AD(       ) 3
 MD1537  NAD 83(1986)-  41 21 07.16966(N)    085 07 56.59892(W) AD(       ) 3
 MD1537  NAD 27      -  41 21 06.99100(N)    085 07 56.70600(W) AD(       ) 3
 MD1537
 MD1537.Superseded values are not recommended for survey control.
 MD1537
 MD1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1537.See file dsdata.pdf to determine how the superseded data were derived.
 MD1537
 MD1537_MARKER: 53 = ELEVATED TANK
 MD1537
 MD1537  HISTORY     - Date     Condition        Report By
 MD1537  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1537  HISTORY     - 1963     GOOD             CGS
 MD1537
 MD1537                          STATION DESCRIPTION
 MD1537
 MD1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1537'THIS IS AN INTERSECTION STATION
 MD1537'
 MD1537'STATION IS LOCATED ON THE NORTH SIDE OF QUINCEY STREET, 3 BLOCKS EAST
 MD1537'OF U.S.  HIGHWAY 27 IN GARRETT.  IT IS ABOUT 200 FEET NORTH OF THE
 MD1537'CENTERLINE OF QUINCEY STRET.  IT IS A ROUND SHAPED STEEL WATER TANK
 MD1537'ATOP A SIX-LEGGED STEEL STRUCTURE 165 FEET HIGH AND IS PAINTED SILVER.
 MD1537'THE POINT OBSERVED ON WAS THE CENTER OF THE BALL AT THE APEX OF THE
 MD1537'ROOF.
 MD1537
 MD1537                          STATION RECOVERY (1963)
 MD1537
 MD1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1537'RECOVERED THE STATION IN GOOD CONDITION.  IT IS ABOUT 0.2 MILE OR 3
 MD1537'BLOCKS E OF NO.  27 U.S. HWY.  WHICH IS THE MAIN N-S STREET THRU TOWN,
 MD1537'ABOUT 55 YARDS S OF BALTIMORE AND OHIO RAILROAD MAIN LINE, ABOUT 200
 MD1537'FEET N OF CENTER LINE OF QUINCEY STREET, A ROUND TANK WITH
 MD1537'HENISPHERICAL BOTTOM AND CONICAL TOP, MOUNTED ON SIX LEGS, AN
 MD1537'ESTIMATED 150 FEET HIGH, A PLATE NEAR THE BOTTOM RUNG OF THE LADDER ON
 MD1537'THE SW LEG RECORDS 1925 WHICH IS EVIDENTLY THE YEAR OF CONSTRUCTION.
 MD1537'THE POINT OBSERVED ON WAS THE CENTER OF THE BALL AT THE APEX OF THE
 MD1537'ROOF--QUOTED FROM ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1532 ***********************************************************************
 MD1532  DESIGNATION -  GARRETT RESET
 MD1532  PID         -  MD1532
 MD1532  STATE/COUNTY-  IN/DE KALB
 MD1532  COUNTRY     -  US
 MD1532  USGS QUAD   -  GARRETT (2019)
 MD1532
 MD1532                         *CURRENT SURVEY CONTROL
 MD1532  ______________________________________________________________________
 MD1532* NAD 83(1997) POSITION- 41 21 59.58624(N) 085 08 05.90672(W)   ADJUSTED
 MD1532* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 MD1532  ______________________________________________________________________
 MD1532  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 MD1532  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MD1532  HORZ ORDER      -  SECOND
 MD1532
 MD1532.The horizontal coordinates were established by classical geodetic methods
 MD1532.and adjusted by the National Geodetic Survey in May 1999.
 MD1532
 MD1532.The orthometric height was scaled from a topographic map.
 MD1532
 MD1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1532.GEOID18 height accuracy estimate available here.
 MD1532
 MD1532.Click photographs - Photos may exist for this station.
 MD1532
 MD1532.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1532
 MD1532. The following values were computed from the NAD 83(1997) position.
 MD1532
 MD1532;                    North         East     Units Scale Factor Converg.
 MD1532;SPC IN E     -   679,401.548   144,483.907   MT  0.99999101   +0 21 05.0
 MD1532;SPC IN E     - 2,229,003.25    474,027.62   sFT  0.99999101   +0 21 05.0
 MD1532;UTM  16      - 4,581,127.150   655,982.893   MT  0.99989944   +1 13 58.1
 MD1532
 MD1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1532!SPC IN E     -   0.99996255  x   0.99999101  =   0.99995356
 MD1532!UTM  16      -   0.99996255  x   0.99989944  =   0.99986200
 MD1532
 MD1532:                Primary Azimuth Mark                     Grid Az
 MD1532:SPC IN E     -  GARRETT AZ MK                            265 54 35.6
 MD1532:UTM  16      -  GARRETT AZ MK                            265 01 42.5
 MD1532
 MD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5598281127(NAD 83)
 MD1532
 MD1532|---------------------------------------------------------------------|
 MD1532| PID    Reference Object                     Distance      Geod. Az  |
 MD1532|                                                           dddmmss.s |
 MD1532| CC9198 GARRETT RM 1                         35.896 METERS 00801     |
 MD1532| MD1530 AUBURN MUNICIPAL TANK               APPROX. 5.8 KM 0913344.6 |
 MD1532| MD1531 AUBURN BORG WARNER MFG TANK         APPROX. 6.7 KM 0983310.0 |
 MD1532| CC9199 GARRETT RM 2                         40.968 METERS 12655     |
 MD1532| MD1537 GARRETT MUNICIPAL TANK              APPROX. 1.6 KM 1722206.9 |
 MD1532| MD1539 GARRETT MUNICIPAL PWRHSE STACK      APPROX. 1.6 KM 1725824.5 |
 MD1532| CC9200 GARRETT RM 3                         70.549 METERS 23004     |
 MD1532| CC9201 GARRETT RM 4                         61.039 METERS 24005     |
 MD1532| CC9197 GARRETT AZ MK                                      2661540.6 |
 MD1532| MD0868 T 162                                61.624 METERS 27803     |
 MD1532|---------------------------------------------------------------------|
 MD1532
 MD1532                          SUPERSEDED SURVEY CONTROL
 MD1532
 MD1532  NAD 83(1995)-  41 21 59.58631(N)    085 08 05.91059(W) AD(       ) 2
 MD1532  NAD 83(1986)-  41 21 59.58728(N)    085 08 05.91972(W) AD(       ) 2
 MD1532  NAD 27      -  41 21 59.40950(N)    085 08 06.02650(W) AD(       ) 2
 MD1532
 MD1532.Superseded values are not recommended for survey control.
 MD1532
 MD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1532.See file dsdata.pdf to determine how the superseded data were derived.
 MD1532
 MD1532_MARKER: DS = TRIANGULATION STATION DISK
 MD1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1532_STAMPING: GARRETT 1946 1959
 MD1532_MARK LOGO: CGS
 MD1532_PROJECTION: RECESSED 38 CENTIMETERS
 MD1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1532+STABILITY: SURFACE MOTION
 MD1532
 MD1532  HISTORY     - Date     Condition        Report By
 MD1532  HISTORY     - 1946     MONUMENTED       CGS
 MD1532  HISTORY     - 1959     GOOD             USGS
 MD1532  HISTORY     - 1963     GOOD             CGS
 MD1532  HISTORY     - 1967     GOOD             CGS
 MD1532
 MD1532                          STATION DESCRIPTION
 MD1532
 MD1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1532'THIS STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF GARRETT, IN
 MD1532'THE SCHOOLYARD OF THE KEYSER TOWNSHIP SCHOOL.  IT IS 50 FEET NORTH OF
 MD1532'THE CENTERLINE OF U.S.  HIGHWAY 27 AND STATE HIGHWAY 8 AND 32 FEET
 MD1532'NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1532'GARRETT 1946.
 MD1532'
 MD1532'REFERENCE MARK NO. 1 IS 117.77 FEET NORTH OF THE STATION.  IT IS 6
 MD1532'INCHES WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1532'GARRETT NO 1 1946.
 MD1532'
 MD1532'T 162 (USC AND GS) IS 202.18 FEET WEST OF THE STATION.  IT IS EMBEDDED
 MD1532'IN THE FIRST STEP OF THE KEYSER TOWNSHIP SCHOOL AND WAS USED AS A
 MD1532'REFERENCE MARK FOR THIS STATION.  IT IS A STANDARD USC AND GS BRONZE
 MD1532'DISK STAMPED T 162 1946.
 MD1532'
 MD1532'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 40 FEET SOUTH
 MD1532'OF THE CENTERLINE OF STATE HIGHWAY 8, 1 FOOT NORTH OF A FENCELINE,
 MD1532'1-1/2 FEET EAST OF A WITNESS POST AND 6 FEET SOUTHEAST OF A POLE.  THE
 MD1532'MARK IS FLUSH AND THE DISK IS STAMPED GARRETT 1946.
 MD1532'
 MD1532'TO REACH THE STATION FROM GARRETT, GO NORTH ON U.S. HIGHWAY 27 FOR 1.0
 MD1532'MILE TO THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 8. DRIVE
 MD1532'INTO THE SCHOOLYARD ON THE NORTH SIDE OF STATE HIGHWAY 8 TO STATION AS
 MD1532'DESCRIBED.
 MD1532'
 MD1532'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON HIGHWAY 8 FOR 0.3
 MD1532'MILE TO THE THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1532'
 MD1532'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1532
 MD1532                          STATION RECOVERY (1959)
 MD1532
 MD1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MD1532'THE STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK
 MD1532'WAS RESET AND NEW RMS NO. 2 AND NO. 3 WERE SET.
 MD1532'
 MD1532'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF GARRETT AT THE
 MD1532'INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAYS 8 AND 327, 52.5
 MD1532'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 27 AND STATE HIGHWAY 8, 2
 MD1532'FEET EAST OF THE EAST FACE OF J. F. OLINGER FARM HOME, 140 FEET EAST
 MD1532'OF 12 INCH WALNUT TREE.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 MD1532'CONDITION AND IS ABOUT 48 INCHES UNDERGROUND AND STAMPED GARRETT 1946.
 MD1532'THE SURFACE MARK WAS RESET AND IS ABOUT 15 INCHES UNDERGROUND AND
 MD1532'STAMPED GARRETT 1947-1959.
 MD1532'
 MD1532'REFERENCE MARK NO. 1 AND T-162 ARE DESTROYED.
 MD1532'
 MD1532'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 27
 MD1532'AND 8, 45.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE WHITE
 MD1532'BARN, 22 FEET EAST OF DRIVE TO BARN, 1 FOOT SOUTH OF FENCE LINE, SET
 MD1532'FLUSH AND IS STAMPED GARRETT NO 2 1946-1958.
 MD1532'
 MD1532'REFERENCE MARK NO. 3 IS SET IN THE WALK WAY AROUND THE SERVICE STATION
 MD1532'IN THE SOUTHEAST QUADRANT OF THE HIGHWAYS, 1 FOOT NORTHWEST OF THE
 MD1532'NORTHEAST CORNER OF THE BUILDING, SET FLUSH IN THE CONCRETE WALK AND
 MD1532'STAMPED GARRETT NO 3 1946-1958.
 MD1532'
 MD1532'AZIMUTH MARK FOUND IN GOOD CONDITION, IS 0.3 MILE WEST OF THE STATION,
 MD1532'40 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8, 1 FOOT NORTH OF A
 MD1532'FENCE LINE, 6 FEET SOUTHEAST OF POLE, SET FLUSH AND STAMPED GARRETT
 MD1532'1946.
 MD1532
 MD1532                          STATION RECOVERY (1963)
 MD1532
 MD1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1532'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 MD1532'NOTE BY U.S.G.S IN 1959.  THE SCHOOL OF 1946 IS COMPLETELY REMOVED.
 MD1532'
 MD1532'ABOUT 1.0 MILES N ALONG NO. 27 U. S. HIGHWAY FROM ITS CROSSING OF
 MD1532'BALTIMORE AND OHIO R.R. IN GARRETT, ABOUT 105 YARDS E OF JUNCTION OF
 MD1532'SAID AND NO. 8 INDIANA HWY., 53 FEET N OF CENTER LINE OF THE LATTER, 2
 MD1532'FEET E OF PROJECTED PLANE OF MOST EASTERLY WALL OF 1-1/2 STORY HOUSE
 MD1532'ON S SIDE OF HWY., STANDARD DISKS STAMPED GARRETT 1946 IN 7A AND
 MD1532'GARRETT 1946 1958 IN 1A MARKS WITH THE UPPER MARK 1.0 FEET
 MD1532'UNDERGROUND.
 MD1532'
 MD1532'REFERENCE STAMPED GARRET NO 2 1946 1958, NOTE 11A, FLUSH, IS 134.44
 MD1532'FEET (40.977 METERS) SE IN AZIMUTH 306 DEG 46 MIN FROM STATION, 28
 MD1532'FEET S OF CENTER LINE OF HWY., AND 22 FEET E OF CENTER LINE OF
 MD1532'DRIVEWAY TO BARN.
 MD1532'
 MD1532'REFERENCE STAMPED GARRETT NO 3 1946 1958, A STANDARD DISK CEMENTED IN
 MD1532'DRILL HOLE IN CONCRETE WALKWAY, IS 231.72 FEET (70.628 METERS) SW IN
 MD1532'AZIMUTH 50 DEG 07 MIN FROM STATION AND 1.2 FEET NW OF NE CORNER OF
 MD1532'SERVICE STATION BUILDING.
 MD1532'
 MD1532'AZIMUTH MARK STAMPED GARRETT 1946, NOTE 16A, FLUSH, IS ABOUT 0.35 MILE
 MD1532'W IN AZIMUTH 86 DEG 15 MIN 41.2 SEC FROM STATION, 40 FEET S OF CENTER
 MD1532'LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.3 FOOT LOWER THAN SAME, AN
 MD1532'ESTIMATED 100 YARDS E OF CREST OF HWY. GRADES, 61 FEET E OF PROJECTED
 MD1532'PLANE OF E WALL OF 2-STORY BRICK HOUSE ON N SIDE OF THE HIGHWAY.
 MD1532
 MD1532                          STATION RECOVERY (1967)
 MD1532
 MD1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MD1532'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 MD1532'CONDITION.  THE STATION MARK WAS RESET BY THE USGS IN 1959 ALONG WITH
 MD1532'2 REFERENCE MARKS.  THE FIELD AT THE STATION IS UNDER CULTIVATION AND
 MD1532'AS LITTLE GROUND AS POSSIBLE WAS DISTURBED.  IT IS THOUGHT THAT AT A
 MD1532'LATER LATE THE UNDERGROUND STATION MARK SHOULD BE DUG OUT AND CHECKED
 MD1532'WITH THE UPPER MARK.  THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT
 MD1532'THE DIRECTION TO BOTH MARKS WAS FOUND TO BE IN ERROR.  THE PREVIOUS
 MD1532'DESCRIPTION IS ADEQUATE WITH THE BELOW CHANGES.
 MD1532'
 MD1532'THE STATION MARK IS 52.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MD1532'23.8 FEET NORTH OF A METAL WITNESS POST AND IN A CULTIVATED FIELD
 MD1532'OWNED BY THE OLINGER ESTATE.
 MD1532'
 MD1532'REFERENCE MARK 2 IS AS DESCRIBED AND 1 FOOT WEST OF A METAL WITNESS
 MD1532'POST.
 MD1532'
 MD1532'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF A
 MD1532'LARGE STEEL POLE BEARING THE SIGN MOBIL.  51 FEET SOUTH OF THE
 MD1532'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTHWEST OF A POWER POLE, AT THE
 MD1532'NORTHEAST CORNER OF A PAVED PARKING LOT AND IN THE NORTHEAST CORNER OF
 MD1532'THE CONCRETE BASE.  THE DISK IS STAMPED GARRETT 1946 1959 NO 4 1967.
 MD1532'
 MD1532'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST AND AS
 MD1532'DESCRIBED.
 MD1532'
 MD1532'REFERENCE MARK 3 WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.
 MD1532'
 MD1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF
 MD1532'GARRETT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5381 ***********************************************************************
 DM5381  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5381  DESIGNATION -  GARY CORS ARP
 DM5381  CORS_ID     -  INGY
 DM5381  PID         -  DM5381
 DM5381  STATE/COUNTY-  IN/LAKE
 DM5381  COUNTRY     -  US
 DM5381  USGS QUAD   -  PORTAGE (2019)
 DM5381
 DM5381                         *CURRENT SURVEY CONTROL
 DM5381  ______________________________________________________________________
 DM5381* NAD 83(2011) POSITION- 41 35 42.64952(N) 087 14 47.66186(W)   ADJUSTED
 DM5381* NAD 83(2011) ELLIP HT-   159.428 (meters)        (04/??/25)   ADJUSTED
 DM5381* NAD 83(2011) EPOCH   -  2010.00
 DM5381  ______________________________________________________________________
 DM5381  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DM5381  NAD 83(2011) X  -    229,481.070 (meters)                     COMP
 DM5381  NAD 83(2011) Y  - -4,771,570.984 (meters)                     COMP
 DM5381  NAD 83(2011) Z  -  4,212,189.610 (meters)                     COMP
 DM5381
 DM5381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5381  Standards:
 DM5381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5381  -------------------------------------------------------------------
 DM5381  NETWORK    0.14   0.17           0.06   0.06   0.09     -0.37449400
 DM5381  -------------------------------------------------------------------
 DM5381
 DM5381.The coordinates were established by GPS observations
 DM5381.and adjusted by the National Geodetic Survey in April 2025.
 DM5381
 DM5381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5381.been affixed to the stable North American Tectonic Plate. 
 DM5381
 DM5381.The coordinates are valid at the epoch date displayed above
 DM5381.which is a decimal equivalence of Year/Month/Day.
 DM5381
 DM5381.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5381.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5381.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5381.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5381.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5381.published epoch of 2010.00.
 DM5381
 DM5381.Additional information on MYCS is available at:
 DM5381.https://geodesy.noaa.gov/CORS/index.shtml
 DM5381
 DM5381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5381.GEOID18 height accuracy estimate available here.
 DM5381
 DM5381.The PID for the CORS L1 Phase Center is DS2887.
 DM5381
 DM5381.Click photographs - Photos may exist for this station.
 DM5381
 DM5381.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5381
 DM5381.The ellipsoidal height was determined by GPS observations
 DM5381.and is referenced to NAD 83.
 DM5381
 DM5381. The following values were computed from the NAD 83(2011) position.
 DM5381
 DM5381;                    North         East     Units Scale Factor Converg.
 DM5381;SPC IN W     -   704,669.402   886,390.562   MT  0.99996895   -0 06 30.1
 DM5381;SPC IN W     - 2,311,902.86  2,908,099.70   sFT  0.99996895   -0 06 30.1
 DM5381;UTM  16      - 4,604,860.515   479,450.509   MT  0.99960520   -0 09 49.3
 DM5381
 DM5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5381!SPC IN W     -   0.99997499  x   0.99996895  =   0.99994395
 DM5381!UTM  16      -   0.99997499  x   0.99960520  =   0.99958020
 DM5381
 DM5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7945004860(NAD 83)
 DM5381
 DM5381                          SUPERSEDED SURVEY CONTROL
 DM5381
 DM5381  NAD 83(2011)-  41 35 42.64957(N)    087 14 47.66185(W) AD(2010.00) c
 DM5381  ELLIP H (06/??/19)  159.431  (m)                       GP(2010.00) c c
 DM5381  NAD 83(2011)-  41 35 42.64960(N)    087 14 47.66185(W) AD(2010.00) c
 DM5381  ELLIP H (08/??/11)  159.421  (m)                       GP(2010.00) c c
 DM5381  NAD 83(CORS)-  41 35 42.64998(N)    087 14 47.66279(W) AD(2002.00) c
 DM5381  ELLIP H (02/??/11)  159.405  (m)                       GP(2002.00) c c
 DM5381
 DM5381.Superseded values are not recommended for survey control.
 DM5381
 DM5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5381.See file dsdata.pdf to determine how the superseded data were derived.
 DM5381
 DM5381_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5381
 DM5381                          STATION DESCRIPTION
 DM5381
 DM5381'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5381'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5381'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5381'AND LOG FILES ACCESSIBLE AT:
 DM5381'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2479 ***********************************************************************
 ME2479  DESIGNATION -  GARY HOBART WATER WORKS TANK
 ME2479  PID         -  ME2479
 ME2479  STATE/COUNTY-  IN/LAKE
 ME2479  COUNTRY     -  US
 ME2479  USGS QUAD   -  PORTAGE (2019)
 ME2479
 ME2479                         *CURRENT SURVEY CONTROL
 ME2479  ______________________________________________________________________
 ME2479* NAD 83(1997) POSITION- 41 37 02.88619(N) 087 13 58.34826(W)   ADJUSTED
 ME2479  ______________________________________________________________________
 ME2479  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 ME2479  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 ME2479  HORZ ORDER      -  THIRD
 ME2479
 ME2479.The horizontal coordinates were established by classical geodetic methods
 ME2479.and adjusted by the National Geodetic Survey in May 1999.
 ME2479
 ME2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2479.GEOID18 height accuracy estimate available here.
 ME2479
 ME2479.Click photographs - Photos may exist for this station.
 ME2479
 ME2479.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2479
 ME2479. The following values were computed from the NAD 83(1997) position.
 ME2479
 ME2479;                    North         East     Units Scale Factor Converg.
 ME2479;SPC IN W     -   707,142.678   887,536.887   MT  0.99996858   -0 05 57.5
 ME2479;SPC IN W     - 2,320,017.27  2,911,860.60   sFT  0.99996858   -0 05 57.5
 ME2479;UTM  16      - 4,607,331.783   480,598.805   MT  0.99960463   -0 09 16.8
 ME2479
 ME2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8059807331(NAD 83)
 ME2479
 ME2479                          SUPERSEDED SURVEY CONTROL
 ME2479
 ME2479  NAD 83(1994)-  41 37 02.89212(N)    087 13 58.35474(W) AD(       ) 3
 ME2479  NAD 83(1986)-  41 37 02.89210(N)    087 13 58.35504(W) AD(       ) 3
 ME2479  NAD 27      -  41 37 02.76700(N)    087 13 58.23200(W) AD(       ) 3
 ME2479
 ME2479.Superseded values are not recommended for survey control.
 ME2479
 ME2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2479.See file dsdata.pdf to determine how the superseded data were derived.
 ME2479
 ME2479_MARKER: 53 = ELEVATED TANK
 ME2479
 ME2479  HISTORY     - Date     Condition        Report By
 ME2479  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2479  HISTORY     - 1963     GOOD             USLS
 ME2479
 ME2479                          STATION DESCRIPTION
 ME2479
 ME2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2479'STATION IS LOCATED ABOUT 6 MILES EAST OF GARY AND ABOUT 1/2
 ME2479'MILE SOUTH OF LAKE
 ME2479'MICHIGAN.  THE STATION IS AN 8-LEGGED STEEL STRUCTURE ABOUT 140 FEET
 ME2479'HIGH WITH A WATER TANK ATOP PAINTED
 ME2479'SILVER.  THE POINT OF INTERSECTION WAS THE RED LIGHT
 ME2479'AT THE APEX OF THE ROOF OF THE TANK.
 ME2479'
 ME2479'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S.
 ME2479'HIGHWAY NOS.  12 AND 20 IN
 ME2479'GARY, GO EAST ON U.S. HIGHWAY NOS. 12 AND 20 FOR 2.85 MILES TO THE
 ME2479'JUNCTION OF U.S. HIGHWAYS 12
 ME2479'AND 20, TURN LEFT ON U.S. HIGHWAY 12 AND GO 3.2 MILES
 ME2479'TO COUNTY LINE ROAD (PAVED CROSSROAD), TURN
 ME2479'LEFT ON COUNTY LINE ROAD AND GO NORTH FOR
 ME2479'0.5 MILE TO A PAVED ROAD LEFT, TURN LEFT AND GO 0.4 MILE TO
 ME2479'THE STATION ON THE RIGHT AS
 ME2479'DESCRIBED.
 ME2479
 ME2479                          STATION RECOVERY (1963)
 ME2479
 ME2479'RECOVERY NOTE BY US LAKE SURVEY 1963 (EFK)
 ME2479'STATION RECOVERED AS DESCRIBED IN 1952 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2484 ***********************************************************************
 ME2484  DESIGNATION -  GARY LAKE CO SUPERIOR CTHSE
 ME2484  PID         -  ME2484
 ME2484  STATE/COUNTY-  IN/LAKE
 ME2484  COUNTRY     -  US
 ME2484  USGS QUAD   -  GARY (2019)
 ME2484
 ME2484                         *CURRENT SURVEY CONTROL
 ME2484  ______________________________________________________________________
 ME2484* NAD 83(1997) POSITION- 41 36 12.66039(N) 087 20 16.35867(W)   ADJUSTED
 ME2484  ______________________________________________________________________
 ME2484  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 ME2484  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2484  HORZ ORDER      -  THIRD
 ME2484
 ME2484.The horizontal coordinates were established by classical geodetic methods
 ME2484.and adjusted by the National Geodetic Survey in May 1999.
 ME2484
 ME2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2484.GEOID18 height accuracy estimate available here.
 ME2484
 ME2484.Click photographs - Photos may exist for this station.
 ME2484
 ME2484.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2484
 ME2484. The following values were computed from the NAD 83(1997) position.
 ME2484
 ME2484;                    North         East     Units Scale Factor Converg.
 ME2484;SPC IN W     -   705,613.678   878,781.123   MT  0.99997221   -0 10 08.4
 ME2484;SPC IN W     - 2,315,000.88  2,883,134.40   sFT  0.99997221   -0 10 08.4
 ME2484;UTM  16      - 4,605,811.792   471,844.749   MT  0.99960975   -0 13 27.6
 ME2484
 ME2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7184405811(NAD 83)
 ME2484
 ME2484                          SUPERSEDED SURVEY CONTROL
 ME2484
 ME2484  NAD 83(1994)-  41 36 12.66570(N)    087 20 16.36511(W) AD(       ) 3
 ME2484  NAD 83(1986)-  41 36 12.66571(N)    087 20 16.36505(W) AD(       ) 3
 ME2484  NAD 27      -  41 36 12.54200(N)    087 20 16.23500(W) AD(       ) 3
 ME2484
 ME2484.Superseded values are not recommended for survey control.
 ME2484
 ME2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2484.See file dsdata.pdf to determine how the superseded data were derived.
 ME2484
 ME2484_MARKER: 87 = DOME
 ME2484
 ME2484  HISTORY     - Date     Condition        Report By
 ME2484  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2484  HISTORY     - 1976     GOOD             NGS
 ME2484
 ME2484                          STATION DESCRIPTION
 ME2484
 ME2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2484'THE STATION IS THE CENTER OF THE DOME OF THE LAKE COUNTY SUPERIOR
 ME2484'COURT HOUSE, LOCATED IN THE
 ME2484'SOUTHWEST ANGLE OF THE INTERSECTION OF 4TH AVENUE AND BROADWAY IN
 ME2484'GARY.  IT IS A CONCRETE BUILDING
 ME2484'ABOUT 200 FEET HIGH WITH A METAL DOME ON TOP.
 ME2484
 ME2484                          STATION RECOVERY (1976)
 ME2484
 ME2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2485 ***********************************************************************
 ME2485  DESIGNATION -  GARY MUN WATERWORKS TOWER
 ME2485  PID         -  ME2485
 ME2485  STATE/COUNTY-  IN/LAKE
 ME2485  COUNTRY     -  US
 ME2485  USGS QUAD   -  GARY (2019)
 ME2485
 ME2485                         *CURRENT SURVEY CONTROL
 ME2485  ______________________________________________________________________
 ME2485* NAD 83(1997) POSITION- 41 35 55.72512(N) 087 20 33.55819(W)   ADJUSTED
 ME2485  ______________________________________________________________________
 ME2485  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 ME2485  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 ME2485  HORZ ORDER      -  THIRD
 ME2485
 ME2485.The horizontal coordinates were established by classical geodetic methods
 ME2485.and adjusted by the National Geodetic Survey in May 1999.
 ME2485
 ME2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2485.GEOID18 height accuracy estimate available here.
 ME2485
 ME2485.Click photographs - Photos may exist for this station.
 ME2485
 ME2485.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2485
 ME2485. The following values were computed from the NAD 83(1997) position.
 ME2485
 ME2485;                    North         East     Units Scale Factor Converg.
 ME2485;SPC IN W     -   705,092.401   878,381.287   MT  0.99997242   -0 10 19.8
 ME2485;SPC IN W     - 2,313,290.65  2,881,822.61   sFT  0.99997242   -0 10 19.8
 ME2485;UTM  16      - 4,605,291.091   471,444.554   MT  0.99961003   -0 13 39.0
 ME2485
 ME2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7144405291(NAD 83)
 ME2485
 ME2485                          SUPERSEDED SURVEY CONTROL
 ME2485
 ME2485  NAD 83(1994)-  41 35 55.73052(N)    087 20 33.56461(W) AD(       ) 3
 ME2485  NAD 83(1986)-  41 35 55.73058(N)    087 20 33.56452(W) AD(       ) 3
 ME2485  NAD 27      -  41 35 55.60600(N)    087 20 33.43300(W) AD(       ) 3
 ME2485
 ME2485.Superseded values are not recommended for survey control.
 ME2485
 ME2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2485.See file dsdata.pdf to determine how the superseded data were derived.
 ME2485
 ME2485_MARKER: 55 = TOWER
 ME2485
 ME2485  HISTORY     - Date     Condition        Report By
 ME2485  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2485  HISTORY     - 1955     GOOD             CGS
 ME2485  HISTORY     - 1976     GOOD             NGS
 ME2485
 ME2485                          STATION DESCRIPTION
 ME2485
 ME2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2485'THE STATION IS THE CENTER OF THE TOP OF THE GARY MUNI. WATER WORKS
 ME2485'TOWER, LOCATED ABOUT 500 FEET
 ME2485'NORTHWEST OF THE INTERSECTION OF 7TH AVENUE AND MADISON STREET IN THE
 ME2485'CENTER OF GARY.  IT IS AN OCTAGON
 ME2485'SHAPED, CONCRETE STRUCTURE ABOUT 100 FEET HIGH.
 ME2485
 ME2485                          STATION RECOVERY (1955)
 ME2485
 ME2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2485'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2485
 ME2485                          STATION RECOVERY (1976)
 ME2485
 ME2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2485'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2492 ***********************************************************************
 ME2492  DESIGNATION -  GARY NORTH MUNICIPAL TANK
 ME2492  PID         -  ME2492
 ME2492  STATE/COUNTY-  IN/LAKE
 ME2492  COUNTRY     -  US
 ME2492  USGS QUAD   -  GARY (2019)
 ME2492
 ME2492                         *CURRENT SURVEY CONTROL
 ME2492  ______________________________________________________________________
 ME2492* NAD 83(1997) POSITION- 41 35 00.93276(N) 087 20 24.44014(W)   ADJUSTED
 ME2492  ______________________________________________________________________
 ME2492  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 ME2492  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 ME2492  HORZ ORDER      -  THIRD
 ME2492
 ME2492.The horizontal coordinates were established by classical geodetic methods
 ME2492.and adjusted by the National Geodetic Survey in May 1999.
 ME2492
 ME2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2492.GEOID18 height accuracy estimate available here.
 ME2492
 ME2492.Click photographs - Photos may exist for this station.
 ME2492
 ME2492.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2492
 ME2492. The following values were computed from the NAD 83(1997) position.
 ME2492
 ME2492;                    North         East     Units Scale Factor Converg.
 ME2492;SPC IN W     -   703,401.398   878,587.408   MT  0.99997231   -0 10 13.6
 ME2492;SPC IN W     - 2,307,742.75  2,882,498.85   sFT  0.99997231   -0 10 13.6
 ME2492;UTM  16      - 4,603,600.503   471,648.968   MT  0.99960989   -0 13 32.7
 ME2492
 ME2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7164803600(NAD 83)
 ME2492
 ME2492                          SUPERSEDED SURVEY CONTROL
 ME2492
 ME2492  NAD 83(1994)-  41 35 00.93833(N)    087 20 24.44655(W) AD(       ) 3
 ME2492  NAD 83(1986)-  41 35 00.93838(N)    087 20 24.44644(W) AD(       ) 3
 ME2492  NAD 27      -  41 35 00.81400(N)    087 20 24.31500(W) AD(       ) 3
 ME2492
 ME2492.Superseded values are not recommended for survey control.
 ME2492
 ME2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2492.See file dsdata.pdf to determine how the superseded data were derived.
 ME2492
 ME2492_MARKER: 53 = ELEVATED TANK
 ME2492
 ME2492  HISTORY     - Date     Condition        Report By
 ME2492  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2492  HISTORY     - 1955     GOOD             CGS
 ME2492  HISTORY     - 1976     GOOD             NGS
 ME2492
 ME2492                          STATION DESCRIPTION
 ME2492
 ME2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2492'STATION IS LOCATED ABOUT 300 FEET SOUTHWEST OF THE INTERSECTION
 ME2492'OF ADAMS STREET
 ME2492'AND 19TH.  AVENUE IN GARY.  IT IS A 16 LEGGED STEEL STRUCTURE WITH A
 ME2492'STEEL WATER TANK ATOP AND IS ABOUT 150
 ME2492'FEET HIGH.  THE TANK IS PAINTED WHITE AND THE LEGS ARE
 ME2492'PAINTED GREEN.  THE POINT OF INTERSECTION WAS THE
 ME2492'CENTER OF THE TOP OF THE TANK.
 ME2492
 ME2492                          STATION RECOVERY (1955)
 ME2492
 ME2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2492'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2492
 ME2492                          STATION RECOVERY (1976)
 ME2492
 ME2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2508 ***********************************************************************
 ME2508  DESIGNATION -  GARY RAD STA WIND EAST MAST
 ME2508  PID         -  ME2508
 ME2508  STATE/COUNTY-  IN/LAKE
 ME2508  COUNTRY     -  US
 ME2508  USGS QUAD   -  HIGHLAND (2019)
 ME2508
 ME2508                         *CURRENT SURVEY CONTROL
 ME2508  ______________________________________________________________________
 ME2508* NAD 83(1997) POSITION- 41 33 50.34768(N) 087 23 45.78770(W)   ADJUSTED
 ME2508  ______________________________________________________________________
 ME2508  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 ME2508  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 ME2508  HORZ ORDER      -  THIRD
 ME2508
 ME2508.The horizontal coordinates were established by classical geodetic methods
 ME2508.and adjusted by the National Geodetic Survey in May 1999.
 ME2508
 ME2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2508.GEOID18 height accuracy estimate available here.
 ME2508
 ME2508.Click photographs - Photos may exist for this station.
 ME2508
 ME2508.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2508
 ME2508. The following values were computed from the NAD 83(1997) position.
 ME2508
 ME2508;                    North         East     Units Scale Factor Converg.
 ME2508;SPC IN W     -   701,239.203   873,915.749   MT  0.99997504   -0 12 26.9
 ME2508;SPC IN W     - 2,300,648.95  2,867,171.92   sFT  0.99997504   -0 12 26.9
 ME2508;UTM  16      - 4,601,443.599   466,976.917   MT  0.99961342   -0 15 46.0
 ME2508
 ME2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6697601443(NAD 83)
 ME2508
 ME2508                          SUPERSEDED SURVEY CONTROL
 ME2508
 ME2508  NAD 83(1994)-  41 33 50.35332(N)    087 23 45.79360(W) AD(       ) 3
 ME2508  NAD 83(1986)-  41 33 50.35334(N)    087 23 45.79353(W) AD(       ) 3
 ME2508  NAD 27      -  41 33 50.22600(N)    087 23 45.65900(W) AD(       ) 3
 ME2508
 ME2508.Superseded values are not recommended for survey control.
 ME2508
 ME2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2508.See file dsdata.pdf to determine how the superseded data were derived.
 ME2508
 ME2508_MARKER: 42 = RADIO/TV MAST
 ME2508
 ME2508  HISTORY     - Date     Condition        Report By
 ME2508  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2508  HISTORY     - 1955     GOOD             CGS
 ME2508  HISTORY     - 1976     GOOD             NGS
 ME2508
 ME2508                          STATION DESCRIPTION
 ME2508
 ME2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2508'THE STATION IS THE LIGHT ATOP THE EAST TOWER OF FOUR
 ME2508'STEEL LATTICE
 ME2508'TOWERS OF RADIO STATION WIND, BETWEEN CLARK AND BURR STREETS ON 29TH
 ME2508'AVENUE SOUTHWEST OF GARY.  IT IS
 ME2508'356 FEET HIGH.
 ME2508
 ME2508                          STATION RECOVERY (1955)
 ME2508
 ME2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2508'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2508
 ME2508                          STATION RECOVERY (1976)
 ME2508
 ME2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2508'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2506 ***********************************************************************
 ME2506  DESIGNATION -  GARY RAD STA WIND NORTH MAST
 ME2506  PID         -  ME2506
 ME2506  STATE/COUNTY-  IN/LAKE
 ME2506  COUNTRY     -  US
 ME2506  USGS QUAD   -  HIGHLAND (2019)
 ME2506
 ME2506                         *CURRENT SURVEY CONTROL
 ME2506  ______________________________________________________________________
 ME2506* NAD 83(1997) POSITION- 41 33 54.06618(N) 087 23 48.06601(W)   ADJUSTED
 ME2506  ______________________________________________________________________
 ME2506  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 ME2506  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 ME2506  HORZ ORDER      -  THIRD
 ME2506
 ME2506.The horizontal coordinates were established by classical geodetic methods
 ME2506.and adjusted by the National Geodetic Survey in May 1999.
 ME2506
 ME2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2506.GEOID18 height accuracy estimate available here.
 ME2506
 ME2506.Click photographs - Photos may exist for this station.
 ME2506
 ME2506.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2506
 ME2506. The following values were computed from the NAD 83(1997) position.
 ME2506
 ME2506;                    North         East     Units Scale Factor Converg.
 ME2506;SPC IN W     -   701,354.111   873,863.377   MT  0.99997507   -0 12 28.4
 ME2506;SPC IN W     - 2,301,025.95  2,867,000.10   sFT  0.99997507   -0 12 28.4
 ME2506;UTM  16      - 4,601,558.516   466,924.675   MT  0.99961346   -0 15 47.5
 ME2506
 ME2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6692401558(NAD 83)
 ME2506
 ME2506                          SUPERSEDED SURVEY CONTROL
 ME2506
 ME2506  NAD 83(1994)-  41 33 54.07181(N)    087 23 48.07190(W) AD(       ) 3
 ME2506  NAD 83(1986)-  41 33 54.07183(N)    087 23 48.07182(W) AD(       ) 3
 ME2506  NAD 27      -  41 33 53.94500(N)    087 23 47.93700(W) AD(       ) 3
 ME2506
 ME2506.Superseded values are not recommended for survey control.
 ME2506
 ME2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2506.See file dsdata.pdf to determine how the superseded data were derived.
 ME2506
 ME2506_MARKER: 42 = RADIO/TV MAST
 ME2506
 ME2506  HISTORY     - Date     Condition        Report By
 ME2506  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2506  HISTORY     - 1955     GOOD             CGS
 ME2506  HISTORY     - 1976     GOOD             NGS
 ME2506
 ME2506                          STATION DESCRIPTION
 ME2506
 ME2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2506'THE STATION IS THE LIGHT ATOP THE NORTH TOWER OF FOUR
 ME2506'STEEL LATTICE
 ME2506'TOWERS OF RADIO STATION WIND, BETWEEN CLARK AND BURR STREETS ON
 ME2506'29TH AVENUE SOUTHWEST OF GARY.
 ME2506'IT IS 357 FEET HIGH.
 ME2506
 ME2506                          STATION RECOVERY (1955)
 ME2506
 ME2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2506'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2506
 ME2506                          STATION RECOVERY (1976)
 ME2506
 ME2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2506'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2500 ***********************************************************************
 ME2500  DESIGNATION -  GARY RAD STA WIND SOUTH MAST
 ME2500  PID         -  ME2500
 ME2500  STATE/COUNTY-  IN/LAKE
 ME2500  COUNTRY     -  US
 ME2500  USGS QUAD   -  HIGHLAND (2019)
 ME2500
 ME2500                         *CURRENT SURVEY CONTROL
 ME2500  ______________________________________________________________________
 ME2500* NAD 83(1997) POSITION- 41 33 46.35874(N) 087 23 57.48062(W)   ADJUSTED
 ME2500  ______________________________________________________________________
 ME2500  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 ME2500  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 ME2500  HORZ ORDER      -  THIRD
 ME2500
 ME2500.The horizontal coordinates were established by classical geodetic methods
 ME2500.and adjusted by the National Geodetic Survey in May 1999.
 ME2500
 ME2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2500.GEOID18 height accuracy estimate available here.
 ME2500
 ME2500.Click photographs - Photos may exist for this station.
 ME2500
 ME2500.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2500
 ME2500. The following values were computed from the NAD 83(1997) position.
 ME2500
 ME2500;                    North         East     Units Scale Factor Converg.
 ME2500;SPC IN W     -   701,117.129   873,644.376   MT  0.99997521   -0 12 34.7
 ME2500;SPC IN W     - 2,300,248.45  2,866,281.59   sFT  0.99997521   -0 12 34.7
 ME2500;UTM  16      - 4,601,321.830   466,705.524   MT  0.99961364   -0 15 53.7
 ME2500
 ME2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6670501321(NAD 83)
 ME2500
 ME2500                          SUPERSEDED SURVEY CONTROL
 ME2500
 ME2500  NAD 83(1994)-  41 33 46.36436(N)    087 23 57.48652(W) AD(       ) 3
 ME2500  NAD 83(1986)-  41 33 46.36440(N)    087 23 57.48645(W) AD(       ) 3
 ME2500  NAD 27      -  41 33 46.23700(N)    087 23 57.35200(W) AD(       ) 3
 ME2500
 ME2500.Superseded values are not recommended for survey control.
 ME2500
 ME2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2500.See file dsdata.pdf to determine how the superseded data were derived.
 ME2500
 ME2500_MARKER: 42 = RADIO/TV MAST
 ME2500
 ME2500  HISTORY     - Date     Condition        Report By
 ME2500  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2500  HISTORY     - 1955     GOOD             CGS
 ME2500  HISTORY     - 1976     GOOD             NGS
 ME2500
 ME2500                          STATION DESCRIPTION
 ME2500
 ME2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2500'THE STATION IS THE LIGHT ATOP THE SOUTH TOWER OF FOUR
 ME2500'STEEL LATTICE
 ME2500'TOWERS OF RADIO STATION WIND, BETWEEN CLARK AND BURR STREETS ON 29TH
 ME2500'AVENUE SOUTHWEST OF GARY.  IT IS
 ME2500'306 FEET HIGH.
 ME2500
 ME2500                          STATION RECOVERY (1955)
 ME2500
 ME2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2500'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2500
 ME2500                          STATION RECOVERY (1976)
 ME2500
 ME2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2500'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2501 ***********************************************************************
 ME2501  DESIGNATION -  GARY RAD STA WIND WEST MAST
 ME2501  PID         -  ME2501
 ME2501  STATE/COUNTY-  IN/LAKE
 ME2501  COUNTRY     -  US
 ME2501  USGS QUAD   -  HIGHLAND (2019)
 ME2501
 ME2501                         *CURRENT SURVEY CONTROL
 ME2501  ______________________________________________________________________
 ME2501* NAD 83(1997) POSITION- 41 33 50.09309(N) 087 23 59.74351(W)   ADJUSTED
 ME2501  ______________________________________________________________________
 ME2501  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 ME2501  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 ME2501  HORZ ORDER      -  THIRD
 ME2501
 ME2501.The horizontal coordinates were established by classical geodetic methods
 ME2501.and adjusted by the National Geodetic Survey in May 1999.
 ME2501
 ME2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2501.GEOID18 height accuracy estimate available here.
 ME2501
 ME2501.Click photographs - Photos may exist for this station.
 ME2501
 ME2501.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2501
 ME2501. The following values were computed from the NAD 83(1997) position.
 ME2501
 ME2501;                    North         East     Units Scale Factor Converg.
 ME2501;SPC IN W     -   701,232.527   873,592.367   MT  0.99997525   -0 12 36.2
 ME2501;SPC IN W     - 2,300,627.05  2,866,110.96   sFT  0.99997525   -0 12 36.2
 ME2501;UTM  16      - 4,601,437.237   466,653.645   MT  0.99961368   -0 15 55.2
 ME2501
 ME2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6665301437(NAD 83)
 ME2501
 ME2501                          SUPERSEDED SURVEY CONTROL
 ME2501
 ME2501  NAD 83(1994)-  41 33 50.09871(N)    087 23 59.74940(W) AD(       ) 3
 ME2501  NAD 83(1986)-  41 33 50.09876(N)    087 23 59.74933(W) AD(       ) 3
 ME2501  NAD 27      -  41 33 49.97100(N)    087 23 59.62400(W) AD(       ) 3
 ME2501
 ME2501.Superseded values are not recommended for survey control.
 ME2501
 ME2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2501.See file dsdata.pdf to determine how the superseded data were derived.
 ME2501
 ME2501_MARKER: 42 = RADIO/TV MAST
 ME2501
 ME2501  HISTORY     - Date     Condition        Report By
 ME2501  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2501  HISTORY     - 1955     GOOD             CGS
 ME2501  HISTORY     - 1976     GOOD             NGS
 ME2501
 ME2501                          STATION DESCRIPTION
 ME2501
 ME2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2501'THE STATION IS THE LIGHT ATOP THE WEST TOWER OF FOUR
 ME2501'STEEL LATTICE
 ME2501'TOWERS OF RADIO STATION WIND, BETWEEN CLARK AND BURR STREETS ON 29TH
 ME2501'AVENUE SOUTHWEST OF GARY.  IT IS
 ME2501'306 FEET HIGH.
 ME2501
 ME2501                          STATION RECOVERY (1955)
 ME2501
 ME2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2501'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2501
 ME2501                          STATION RECOVERY (1976)
 ME2501
 ME2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2501'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2503 ***********************************************************************
 ME2503  DESIGNATION -  GARY RADIO STA WWCA MAST 2
 ME2503  PID         -  ME2503
 ME2503  STATE/COUNTY-  IN/LAKE
 ME2503  COUNTRY     -  US
 ME2503  USGS QUAD   -  HIGHLAND (2019)
 ME2503
 ME2503                         *CURRENT SURVEY CONTROL
 ME2503  ______________________________________________________________________
 ME2503* NAD 83(1997) POSITION- 41 31 38.65464(N) 087 22 36.40597(W)   ADJUSTED
 ME2503  ______________________________________________________________________
 ME2503  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 ME2503  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 ME2503  HORZ ORDER      -  THIRD
 ME2503
 ME2503.The horizontal coordinates were established by classical geodetic methods
 ME2503.and adjusted by the National Geodetic Survey in May 1999.
 ME2503
 ME2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2503.GEOID18 height accuracy estimate available here.
 ME2503
 ME2503.Click photographs - Photos may exist for this station.
 ME2503
 ME2503.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2503
 ME2503. The following values were computed from the NAD 83(1997) position.
 ME2503
 ME2503;                    North         East     Units Scale Factor Converg.
 ME2503;SPC IN W     -   697,170.796   875,509.510   MT  0.99997404   -0 11 40.4
 ME2503;SPC IN W     - 2,287,301.19  2,872,400.78   sFT  0.99997404   -0 11 40.4
 ME2503;UTM  16      - 4,597,375.129   468,566.177   MT  0.99961216   -0 14 59.3
 ME2503
 ME2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6856697375(NAD 83)
 ME2503
 ME2503                          SUPERSEDED SURVEY CONTROL
 ME2503
 ME2503  NAD 83(1994)-  41 31 38.65998(N)    087 22 36.41248(W) AD(       ) 3
 ME2503  NAD 83(1986)-  41 31 38.65998(N)    087 22 36.41242(W) AD(       ) 3
 ME2503  NAD 27      -  41 31 38.53200(N)    087 22 36.27700(W) AD(       ) 3
 ME2503
 ME2503.Superseded values are not recommended for survey control.
 ME2503
 ME2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2503.See file dsdata.pdf to determine how the superseded data were derived.
 ME2503
 ME2503_MARKER: 42 = RADIO/TV MAST
 ME2503
 ME2503  HISTORY     - Date     Condition        Report By
 ME2503  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2503
 ME2503                          STATION DESCRIPTION
 ME2503
 ME2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2503'THE STATION IS THE LIGHT ATOP THE SECOND TOWER FROM THE
 ME2503'SOUTH OF FOUR
 ME2503'STEEL LATTICE TOWERS IN A LINE NORTH AND SOUTH OF RADIO STATION WWCA.
 ME2503'IT IS SOUTHWEST OF GARY AT 50TH
 ME2503'AND CHASE STREETS, 1.7 MILES SOUTHWEST OF THE JUNCTION
 ME2503'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 55 AND ABOUT
 ME2503'0.4 MILE SOUTHEAST OF THE COMMUNITY
 ME2503'OF ROSS.  IT IS 255 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2510 ***********************************************************************
 ME2510  DESIGNATION -  GARY RADIO STA WWCA MAST 1
 ME2510  PID         -  ME2510
 ME2510  STATE/COUNTY-  IN/LAKE
 ME2510  COUNTRY     -  US
 ME2510  USGS QUAD   -  HIGHLAND (2019)
 ME2510
 ME2510                         *CURRENT SURVEY CONTROL
 ME2510  ______________________________________________________________________
 ME2510* NAD 83(1997) POSITION- 41 31 36.11489(N) 087 22 36.11319(W)   ADJUSTED
 ME2510  ______________________________________________________________________
 ME2510  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 ME2510  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 ME2510  HORZ ORDER      -  THIRD
 ME2510
 ME2510.The horizontal coordinates were established by classical geodetic methods
 ME2510.and adjusted by the National Geodetic Survey in May 1999.
 ME2510
 ME2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2510.GEOID18 height accuracy estimate available here.
 ME2510
 ME2510.Click photographs - Photos may exist for this station.
 ME2510
 ME2510.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2510
 ME2510. The following values were computed from the NAD 83(1997) position.
 ME2510
 ME2510;                    North         East     Units Scale Factor Converg.
 ME2510;SPC IN W     -   697,092.421   875,516.031   MT  0.99997404   -0 11 40.2
 ME2510;SPC IN W     - 2,287,044.05  2,872,422.18   sFT  0.99997404   -0 11 40.2
 ME2510;UTM  16      - 4,597,296.776   468,572.621   MT  0.99961215   -0 14 59.1
 ME2510
 ME2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6857297296(NAD 83)
 ME2510
 ME2510                          SUPERSEDED SURVEY CONTROL
 ME2510
 ME2510  NAD 83(1994)-  41 31 36.12024(N)    087 22 36.11969(W) AD(       ) 3
 ME2510  NAD 83(1986)-  41 31 36.12024(N)    087 22 36.11963(W) AD(       ) 3
 ME2510  NAD 27      -  41 31 35.99200(N)    087 22 35.98500(W) AD(       ) 3
 ME2510
 ME2510.Superseded values are not recommended for survey control.
 ME2510
 ME2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2510.See file dsdata.pdf to determine how the superseded data were derived.
 ME2510
 ME2510_MARKER: 42 = RADIO/TV MAST
 ME2510
 ME2510  HISTORY     - Date     Condition        Report By
 ME2510  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2510
 ME2510                          STATION DESCRIPTION
 ME2510
 ME2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2510'THE STATION IS THE LIGHT ATOP MOST SOUTHERLY TOWER OF FOUR
 ME2510'STEEL LATTICE
 ME2510'TOWERS IN LINE NORTH AND SOUTH OF RADIO STATION WWCA.  IT IS
 ME2510'SOUTHWEST OF GARY AT 50TH AND
 ME2510'CHASE STREETS, 1.7 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 ME2510'6 AND STATE HIGHWAY 55 AND ABOUT 0.4
 ME2510'MILE SOUTHEAST OF THE COMMUNITY OF ROSS.
 ME2510'IT IS 255 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2490 ***********************************************************************
 ME2490  DESIGNATION -  GARY RADIO STATION WGRY MAST
 ME2490  PID         -  ME2490
 ME2490  STATE/COUNTY-  IN/LAKE
 ME2490  COUNTRY     -  US
 ME2490  USGS QUAD   -  GARY (2019)
 ME2490
 ME2490                         *CURRENT SURVEY CONTROL
 ME2490  ______________________________________________________________________
 ME2490* NAD 83(1997) POSITION- 41 34 20.54213(N) 087 19 05.66643(W)   ADJUSTED
 ME2490  ______________________________________________________________________
 ME2490  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 ME2490  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 ME2490  HORZ ORDER      -  THIRD
 ME2490
 ME2490.The horizontal coordinates were established by classical geodetic methods
 ME2490.and adjusted by the National Geodetic Survey in May 1999.
 ME2490
 ME2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2490.GEOID18 height accuracy estimate available here.
 ME2490
 ME2490.Click photographs - Photos may exist for this station.
 ME2490
 ME2490.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2490
 ME2490. The following values were computed from the NAD 83(1997) position.
 ME2490
 ME2490;                    North         East     Units Scale Factor Converg.
 ME2490;SPC IN W     -   702,150.134   880,408.636   MT  0.99997139   -0 09 21.2
 ME2490;SPC IN W     - 2,303,637.56  2,888,474.00   sFT  0.99997139   -0 09 21.2
 ME2490;UTM  16      - 4,602,347.936   473,468.328   MT  0.99960866   -0 12 40.2
 ME2490
 ME2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7346802347(NAD 83)
 ME2490
 ME2490                          SUPERSEDED SURVEY CONTROL
 ME2490
 ME2490  NAD 83(1994)-  41 34 20.54774(N)    087 19 05.67248(W) AD(       ) 3
 ME2490  NAD 83(1986)-  41 34 20.54774(N)    087 19 05.67236(W) AD(       ) 3
 ME2490  NAD 27      -  41 34 20.42400(N)    087 19 05.56600(W) AD(       ) 3
 ME2490
 ME2490.Superseded values are not recommended for survey control.
 ME2490
 ME2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2490.See file dsdata.pdf to determine how the superseded data were derived.
 ME2490
 ME2490_MARKER: 42 = RADIO/TV MAST
 ME2490
 ME2490  HISTORY     - Date     Condition        Report By
 ME2490  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2490  HISTORY     - 1976     GOOD             NGS
 ME2490
 ME2490                          STATION DESCRIPTION
 ME2490
 ME2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2490'THE FLASHING LIGHT AT THE TOP OF THE STEEL STRUCTURE OF THE
 ME2490'GARY, RADIO
 ME2490'STATION WGRY MAST, WHICH IS LOCATED IN THE SOUTHEAST SECTION OF GARY
 ME2490'AT THE SOUTH END OF MISSISSIPPI
 ME2490'STREET.
 ME2490
 ME2490                          STATION RECOVERY (1976)
 ME2490
 ME2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2504 ***********************************************************************
 ME2504  DESIGNATION -  GARY RADIO STATION WWCA MAST 3
 ME2504  PID         -  ME2504
 ME2504  STATE/COUNTY-  IN/LAKE
 ME2504  COUNTRY     -  US
 ME2504  USGS QUAD   -  HIGHLAND (2019)
 ME2504
 ME2504                         *CURRENT SURVEY CONTROL
 ME2504  ______________________________________________________________________
 ME2504* NAD 83(1997) POSITION- 41 31 41.20218(N) 087 22 36.70246(W)   ADJUSTED
 ME2504  ______________________________________________________________________
 ME2504  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 ME2504  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 ME2504  HORZ ORDER      -  THIRD
 ME2504
 ME2504.The horizontal coordinates were established by classical geodetic methods
 ME2504.and adjusted by the National Geodetic Survey in May 1999.
 ME2504
 ME2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2504.GEOID18 height accuracy estimate available here.
 ME2504
 ME2504.Click photographs - Photos may exist for this station.
 ME2504
 ME2504.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2504
 ME2504. The following values were computed from the NAD 83(1997) position.
 ME2504
 ME2504;                    North         East     Units Scale Factor Converg.
 ME2504;SPC IN W     -   697,249.411   875,502.903   MT  0.99997405   -0 11 40.6
 ME2504;SPC IN W     - 2,287,559.11  2,872,379.11   sFT  0.99997405   -0 11 40.6
 ME2504;UTM  16      - 4,597,453.722   468,559.649   MT  0.99961216   -0 14 59.5
 ME2504
 ME2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6855997453(NAD 83)
 ME2504
 ME2504                          SUPERSEDED SURVEY CONTROL
 ME2504
 ME2504  NAD 83(1994)-  41 31 41.20753(N)    087 22 36.70897(W) AD(       ) 3
 ME2504  NAD 83(1986)-  41 31 41.20753(N)    087 22 36.70891(W) AD(       ) 3
 ME2504  NAD 27      -  41 31 41.08000(N)    087 22 36.57400(W) AD(       ) 3
 ME2504
 ME2504.Superseded values are not recommended for survey control.
 ME2504
 ME2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2504.See file dsdata.pdf to determine how the superseded data were derived.
 ME2504
 ME2504_MARKER: 42 = RADIO/TV MAST
 ME2504
 ME2504  HISTORY     - Date     Condition        Report By
 ME2504  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2504
 ME2504                          STATION DESCRIPTION
 ME2504
 ME2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2504'THE STATION IS THE LIGHT ATOP THE THIRD TOWER FROM THE
 ME2504'SOUTH OF FOUR
 ME2504'STEEL LATTICE TOWERS IN A LINE NORTH AND SOUTH OF RADIO STATION WWCA.
 ME2504'IT IS SOUTHWEST OF GARY AT 50TH
 ME2504'AND CHASE STREETS, 1.7 MILES SOUTHWEST OF THE JUNCTION
 ME2504'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 55 AND ABOUT
 ME2504'0.4 MILE SOUTHEAST OF THE COMMUNITY
 ME2504'OF ROSS.  IT IS 255 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2507 ***********************************************************************
 ME2507  DESIGNATION -  GARY RADIO STATION WWCA MAST 4
 ME2507  PID         -  ME2507
 ME2507  STATE/COUNTY-  IN/LAKE
 ME2507  COUNTRY     -  US
 ME2507  USGS QUAD   -  HIGHLAND (2019)
 ME2507
 ME2507                         *CURRENT SURVEY CONTROL
 ME2507  ______________________________________________________________________
 ME2507* NAD 83(1997) POSITION- 41 31 43.73366(N) 087 22 37.00265(W)   ADJUSTED
 ME2507  ______________________________________________________________________
 ME2507  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 ME2507  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 ME2507  HORZ ORDER      -  THIRD
 ME2507
 ME2507.The horizontal coordinates were established by classical geodetic methods
 ME2507.and adjusted by the National Geodetic Survey in May 1999.
 ME2507
 ME2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2507.GEOID18 height accuracy estimate available here.
 ME2507
 ME2507.Click photographs - Photos may exist for this station.
 ME2507
 ME2507.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2507
 ME2507. The following values were computed from the NAD 83(1997) position.
 ME2507
 ME2507;                    North         East     Units Scale Factor Converg.
 ME2507;SPC IN W     -   697,327.532   875,496.209   MT  0.99997405   -0 11 40.8
 ME2507;SPC IN W     - 2,287,815.41  2,872,357.15   sFT  0.99997405   -0 11 40.8
 ME2507;UTM  16      - 4,597,531.820   468,553.033   MT  0.99961217   -0 14 59.7
 ME2507
 ME2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6855397531(NAD 83)
 ME2507
 ME2507                          SUPERSEDED SURVEY CONTROL
 ME2507
 ME2507  NAD 83(1994)-  41 31 43.73901(N)    087 22 37.00916(W) AD(       ) 3
 ME2507  NAD 83(1986)-  41 31 43.73901(N)    087 22 37.00909(W) AD(       ) 3
 ME2507  NAD 27      -  41 31 43.61200(N)    087 22 36.87400(W) AD(       ) 3
 ME2507
 ME2507.Superseded values are not recommended for survey control.
 ME2507
 ME2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2507.See file dsdata.pdf to determine how the superseded data were derived.
 ME2507
 ME2507_MARKER: 42 = RADIO/TV MAST
 ME2507
 ME2507  HISTORY     - Date     Condition        Report By
 ME2507  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2507
 ME2507                          STATION DESCRIPTION
 ME2507
 ME2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2507'THE STATION IS THE LIGHT ATOP THE MOST NORTHERLY TOWER
 ME2507'OF FOUR STEEL
 ME2507'LATTICE TOWERS IN A LINE NORTH AND SOUTH OF RADIO STATION WWCA.  IT
 ME2507'IS SOUTHWEST OF GARY AT 50TH AND
 ME2507'CHASE STREETS, 1.7 MILES SOUTHWEST OF THE JUNCTION OF
 ME2507'U.S. HIGHWAY 6 AND STATE HIGHWAY 55 AND ABOUT
 ME2507'0.4 MILE SOUTHEAST OF THE COMMUNITY
 ME2507'OF ROSS.  IT IS 255 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2493 ***********************************************************************
 ME2493  DESIGNATION -  GARY ROOSEVELT HS CUPOLA
 ME2493  PID         -  ME2493
 ME2493  STATE/COUNTY-  IN/LAKE
 ME2493  COUNTRY     -  US
 ME2493  USGS QUAD   -  GARY (2019)
 ME2493
 ME2493                         *CURRENT SURVEY CONTROL
 ME2493  ______________________________________________________________________
 ME2493* NAD 83(1997) POSITION- 41 34 26.93453(N) 087 20 42.84280(W)   ADJUSTED
 ME2493  ______________________________________________________________________
 ME2493  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 ME2493  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 ME2493  HORZ ORDER      -  THIRD
 ME2493
 ME2493.The horizontal coordinates were established by classical geodetic methods
 ME2493.and adjusted by the National Geodetic Survey in May 1999.
 ME2493
 ME2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2493.GEOID18 height accuracy estimate available here.
 ME2493
 ME2493.Click photographs - Photos may exist for this station.
 ME2493
 ME2493.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2493
 ME2493. The following values were computed from the NAD 83(1997) position.
 ME2493
 ME2493;                    North         East     Units Scale Factor Converg.
 ME2493;SPC IN W     -   702,353.819   878,157.969   MT  0.99997254   -0 10 25.7
 ME2493;SPC IN W     - 2,304,305.82  2,881,089.94   sFT  0.99997254   -0 10 25.7
 ME2493;UTM  16      - 4,602,553.718   471,218.674   MT  0.99961019   -0 13 44.7
 ME2493
 ME2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7121802553(NAD 83)
 ME2493
 ME2493                          SUPERSEDED SURVEY CONTROL
 ME2493
 ME2493  NAD 83(1994)-  41 34 26.94015(N)    087 20 42.84915(W) AD(       ) 3
 ME2493  NAD 83(1986)-  41 34 26.94016(N)    087 20 42.84907(W) AD(       ) 3
 ME2493  NAD 27      -  41 34 26.81500(N)    087 20 42.71800(W) AD(       ) 3
 ME2493
 ME2493.Superseded values are not recommended for survey control.
 ME2493
 ME2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2493.See file dsdata.pdf to determine how the superseded data were derived.
 ME2493
 ME2493_MARKER: 86 = CUPOLA
 ME2493
 ME2493  HISTORY     - Date     Condition        Report By
 ME2493  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2493  HISTORY     - 1976     GOOD             NGS
 ME2493
 ME2493                          STATION DESCRIPTION
 ME2493
 ME2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2493'THE STATION IS THE TOP OF THE CUPOLA OF THE ROOSEVELT HIGH
 ME2493'SCHOOL, LOCATED AT
 ME2493'THE INTERSECTION OF 25TH AVENUE AND HARRISON STREET IN THE
 ME2493'SOUTH-CENTERAL PART OF GARY.  THE
 ME2493'STRUCTURE IS BUILT OF WOOD AND STEEL AND EXTENDS ABOUT 60
 ME2493'FEET ABOVE THE ROOF OF THE SCHOOL
 ME2493'BUILDING.
 ME2493
 ME2493                          STATION RECOVERY (1976)
 ME2493
 ME2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2486 ***********************************************************************
 ME2486  DESIGNATION -  GARY SOUTH MUNICIPAL TANK
 ME2486  PID         -  ME2486
 ME2486  STATE/COUNTY-  IN/LAKE
 ME2486  COUNTRY     -  US
 ME2486  USGS QUAD   -  GARY (2019)
 ME2486
 ME2486                         *CURRENT SURVEY CONTROL
 ME2486  ______________________________________________________________________
 ME2486* NAD 83(1997) POSITION- 41 32 39.37380(N) 087 20 05.53630(W)   ADJUSTED
 ME2486  ______________________________________________________________________
 ME2486  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME2486  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 ME2486  HORZ ORDER      -  THIRD
 ME2486
 ME2486.The horizontal coordinates were established by classical geodetic methods
 ME2486.and adjusted by the National Geodetic Survey in May 1999.
 ME2486
 ME2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2486.GEOID18 height accuracy estimate available here.
 ME2486
 ME2486.Click photographs - Photos may exist for this station.
 ME2486
 ME2486.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2486
 ME2486. The following values were computed from the NAD 83(1997) position.
 ME2486
 ME2486;                    North         East     Units Scale Factor Converg.
 ME2486;SPC IN W     -   699,032.966   879,012.553   MT  0.99997209   -0 10 00.6
 ME2486;SPC IN W     - 2,293,410.66  2,883,893.68   sFT  0.99997209   -0 10 00.6
 ME2486;UTM  16      - 4,599,233.246   472,069.745   MT  0.99960960   -0 13 19.5
 ME2486
 ME2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7206999233(NAD 83)
 ME2486
 ME2486                          SUPERSEDED SURVEY CONTROL
 ME2486
 ME2486  NAD 83(1994)-  41 32 39.37981(N)    087 20 05.54282(W) AD(       ) 3
 ME2486  NAD 83(1986)-  41 32 39.37976(N)    087 20 05.54271(W) AD(       ) 3
 ME2486  NAD 27      -  41 32 39.25200(N)    087 20 05.41100(W) AD(       ) 3
 ME2486
 ME2486.Superseded values are not recommended for survey control.
 ME2486
 ME2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2486.See file dsdata.pdf to determine how the superseded data were derived.
 ME2486
 ME2486_MARKER: 53 = ELEVATED TANK
 ME2486
 ME2486  HISTORY     - Date     Condition        Report By
 ME2486  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2486
 ME2486                          STATION DESCRIPTION
 ME2486
 ME2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2486'STATION IS LOCATED IN THE SOUTH SECTION OF GARY, ABOUT 150 FEET
 ME2486'NORTHEAST OF THE
 ME2486'INTERSECTION OF MASSACHUSETTS ST. AND 41ST. AVENUE.  IT IS 10 LEGGED
 ME2486'STEEL STRUCTURE WITH A STEEL WATER
 ME2486'TANK ATOP AND IS ABOUT 150 FEET HIGH.  THE TANK IS
 ME2486'PAINTED WHITE AND THE LEGS ARE PAINTED GREEN.  THE
 ME2486'POINT OF INTERSECTION WAS THE CENTER
 ME2486'OF THE TOP OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2106 ***********************************************************************
 LA2106  DESIGNATION -  GAS CITY
 LA2106  PID         -  LA2106
 LA2106  STATE/COUNTY-  IN/GRANT
 LA2106  COUNTRY     -  US
 LA2106  USGS QUAD   -  GAS CITY (2019)
 LA2106
 LA2106                         *CURRENT SURVEY CONTROL
 LA2106  ______________________________________________________________________
 LA2106* NAD 83(1997) POSITION- 40 29 07.48598(N) 085 35 35.69505(W)   ADJUSTED
 LA2106* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 LA2106  ______________________________________________________________________
 LA2106  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA2106  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 LA2106  HORZ ORDER      -  SECOND
 LA2106
 LA2106.The horizontal coordinates were established by classical geodetic methods
 LA2106.and adjusted by the National Geodetic Survey in May 1999.
 LA2106
 LA2106.The orthometric height was scaled from a topographic map.
 LA2106
 LA2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2106.GEOID18 height accuracy estimate available here.
 LA2106
 LA2106.Click photographs - Photos may exist for this station.
 LA2106
 LA2106.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2106
 LA2106. The following values were computed from the NAD 83(1997) position.
 LA2106
 LA2106;                    North         East     Units Scale Factor Converg.
 LA2106;SPC IN E     -   581,418.325   106,224.624   MT  0.99996714   +0 02 51.6
 LA2106;SPC IN E     - 1,907,536.62    348,505.29   sFT  0.99996714   +0 02 51.6
 LA2106;UTM  16      - 4,482,585.945   619,227.190   MT  0.99977498   +0 54 48.4
 LA2106
 LA2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2106!SPC IN E     -   0.99996382  x   0.99996714  =   0.99993096
 LA2106!UTM  16      -   0.99996382  x   0.99977498  =   0.99973881
 LA2106
 LA2106:                Primary Azimuth Mark                     Grid Az
 LA2106:SPC IN E     -  GAS CITY ILL GLASS CO STACK              259 05 12.7
 LA2106:UTM  16      -  GAS CITY ILL GLASS CO STACK              258 13 15.9
 LA2106
 LA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1922782585(NAD 83)
 LA2106
 LA2106|---------------------------------------------------------------------|
 LA2106| PID    Reference Object                     Distance      Geod. Az  |
 LA2106|                                                           dddmmss.s |
 LA2106| CC9207 GAS CITY RM 1                        33.217 METERS 11621     |
 LA2106| CC9208 GAS CITY RM 2                        29.753 METERS 24600     |
 LA2106| LA2107 GAS CITY ILL GLASS CO STACK         APPROX. 2.0 KM 2590804.3 |
 LA2106| CC9206 GAS CITY AZ MK                                     2721523.5 |
 LA2106|---------------------------------------------------------------------|
 LA2106
 LA2106                          SUPERSEDED SURVEY CONTROL
 LA2106
 LA2106  NAD 83(1995)-  40 29 07.48918(N)    085 35 35.70776(W) AD(       ) 2
 LA2106  NAD 83(1986)-  40 29 07.48929(N)    085 35 35.70828(W) AD(       ) 2
 LA2106  NAD 27      -  40 29 07.34410(N)    085 35 35.80640(W) AD(       ) 2
 LA2106
 LA2106.Superseded values are not recommended for survey control.
 LA2106
 LA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2106.See file dsdata.pdf to determine how the superseded data were derived.
 LA2106
 LA2106_MARKER: DS = TRIANGULATION STATION DISK
 LA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2106_STAMPING: GAS CITY 1948
 LA2106_MARK LOGO: CGS
 LA2106_PROJECTION: RECESSED 30 CENTIMETERS
 LA2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2106+STABILITY: SURFACE MOTION
 LA2106
 LA2106  HISTORY     - Date     Condition        Report By
 LA2106  HISTORY     - 1948     MONUMENTED       CGS
 LA2106  HISTORY     - 1955     GOOD             CGS
 LA2106
 LA2106                          STATION DESCRIPTION
 LA2106
 LA2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2106'THE STATION IS LOCATED 5 MILES WEST OF UPLAND, 5 MILES NORTHEAST OF
 LA2106'FAIRMOUNT AND 1 MILE EAST OF GAS CITY ON THE PROPERTY OWNED BY MR. SOL
 LA2106'WISE.
 LA2106'
 LA2106'IT IS 117.0 FEET WEST OF A FENCE LINE, 60 FEET NORTH OF THE CENTER OF
 LA2106'A PAVED ROAD AND 42.5 FEET NORTH OF A FENCE LINE.  THE MARK IS 12
 LA2106'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GAS
 LA2106'CITY 1948.
 LA2106'
 LA2106'REFERENCE MARK NO. 1 IS 108.98 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2106'20 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 19 FEET WEST OF A FENCE
 LA2106'LINE, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LA2106'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GAS
 LA2106'CITY NO 1 1948.
 LA2106'
 LA2106'REFERENCE MARK NO. 2 IS 97.61 FEET SOUTHWEST OF THE STATION.  IT IS 18
 LA2106'FEET NORTH OF CENTER OF THE PAVED ROAD, 18 FEET WEST OF A TELEPHONE
 LA2106'POLE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 LA2106'THE DISK IS STAMPED GAS CITY NO 2 1948.
 LA2106'
 LA2106'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION.  IT IS 53 FEET
 LA2106'NORTHEAST OF T-ROAD INTERSECTION, 20 FEET EAST OF THE CENTER OF THE
 LA2106'PAVED ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 LA2106'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 5
 LA2106'INCHES AND THE DISK IS STAMPED GAS CITY 1948.
 LA2106'
 LA2106'TO REACH THE STATION FROM THE CITY HALL IN GAS CITY GO EAST ON STATE
 LA2106'HIGHWAY 22 FOR 1.15 MILES TO A PAVED CROSS ROAD, TURN RIGHT AND GO
 LA2106'SOUTH FOR 0.2 MILE TO A T-ROAD EAST AND THE AZIMUTH MARK AS DESCRIBED,
 LA2106'TURN LEFT AND GO EAST FOR 0.15 MILE TO THE STATION ON THE LEFT AS
 LA2106'DESCRIBED.
 LA2106'
 LA2106'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2106
 LA2106                          STATION RECOVERY (1955)
 LA2106
 LA2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2106'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LA2106'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2107 ***********************************************************************
 LA2107  DESIGNATION -  GAS CITY ILL GLASS CO STACK
 LA2107  PID         -  LA2107
 LA2107  STATE/COUNTY-  IN/GRANT
 LA2107  COUNTRY     -  US
 LA2107  USGS QUAD   -  GAS CITY (2019)
 LA2107
 LA2107                         *CURRENT SURVEY CONTROL
 LA2107  ______________________________________________________________________
 LA2107* NAD 83(1997) POSITION- 40 28 55.21747(N) 085 36 59.34503(W)   ADJUSTED
 LA2107  ______________________________________________________________________
 LA2107  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 LA2107  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA2107  HORZ ORDER      -  THIRD
 LA2107
 LA2107.The horizontal coordinates were established by classical geodetic methods
 LA2107.and adjusted by the National Geodetic Survey in May 1999.
 LA2107
 LA2107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2107.GEOID18 height accuracy estimate available here.
 LA2107
 LA2107.Click photographs - Photos may exist for this station.
 LA2107
 LA2107.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2107
 LA2107. The following values were computed from the NAD 83(1997) position.
 LA2107
 LA2107;                    North         East     Units Scale Factor Converg.
 LA2107;SPC IN E     -   581,038.529   104,254.805   MT  0.99996689   +0 01 57.3
 LA2107;SPC IN E     - 1,906,290.57    342,042.64   sFT  0.99996689   +0 01 57.3
 LA2107;UTM  16      - 4,482,176.509   617,263.717   MT  0.99976926   +0 53 53.9
 LA2107
 LA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1726382176(NAD 83)
 LA2107
 LA2107                          SUPERSEDED SURVEY CONTROL
 LA2107
 LA2107  NAD 83(1995)-  40 28 55.22072(N)    085 36 59.35769(W) AD(       ) 3
 LA2107  NAD 83(1986)-  40 28 55.22085(N)    085 36 59.35839(W) AD(       ) 3
 LA2107  NAD 27      -  40 28 55.07700(N)    085 36 59.45100(W) AD(       ) 3
 LA2107
 LA2107.Superseded values are not recommended for survey control.
 LA2107
 LA2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2107.See file dsdata.pdf to determine how the superseded data were derived.
 LA2107
 LA2107_MARKER: 63 = STACK
 LA2107
 LA2107  HISTORY     - Date     Condition        Report By
 LA2107  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2107  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LA2107  HISTORY     - 1955     GOOD             CGS
 LA2107  HISTORY     - 1964     GOOD             CGS
 LA2107
 LA2107                          STATION DESCRIPTION
 LA2107
 LA2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2107'THIS IS AN INTERSECTION STATION.
 LA2107'
 LA2107'STATION IS LOCATED IN THE CITY OF GAS CITY ON THE WEST SIDE OF SOUTH
 LA2107'FIRST STREET AND 0.4
 LA2107'MILE SOUTH OF WEST MAIN STREET.  IT IS A TALL RED BRICK STACK ABOUT
 LA2107'150 FEET HIGH WITH THE LEGEND
 LA2107'ILLINOIS GLASS CO PAINTED IN LARGE WHITE LETTERS ON THE EAST
 LA2107'AND WEST SIDE OF THE STACK.  THE POINT
 LA2107'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 LA2107'
 LA2107'PROBABLY THE SAME STATION LOCATED IN 1934.
 LA2107
 LA2107                          STATION RECOVERY (1955)
 LA2107
 LA2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2107'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2107
 LA2107                          STATION RECOVERY (1964)
 LA2107
 LA2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA2107'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2287 ***********************************************************************
 ME2287  DESIGNATION -  GAST
 ME2287  PID         -  ME2287
 ME2287  STATE/COUNTY-  IN/KOSCIUSKO
 ME2287  COUNTRY     -  US
 ME2287  USGS QUAD   -  AKRON (2019)
 ME2287
 ME2287                         *CURRENT SURVEY CONTROL
 ME2287  ______________________________________________________________________
 ME2287* NAD 83(1997) POSITION- 41 05 51.06365(N) 086 02 16.54040(W)   ADJUSTED
 ME2287* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 ME2287  ______________________________________________________________________
 ME2287  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 ME2287  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 ME2287  HORZ ORDER      -  THIRD
 ME2287
 ME2287.The horizontal coordinates were established by classical geodetic methods
 ME2287.and adjusted by the National Geodetic Survey in May 1999.
 ME2287
 ME2287.The orthometric height was scaled from a topographic map.
 ME2287
 ME2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2287.GEOID18 height accuracy estimate available here.
 ME2287
 ME2287.Click photographs - Photos may exist for this station.
 ME2287
 ME2287.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2287
 ME2287. The following values were computed from the NAD 83(1997) position.
 ME2287
 ME2287;                    North         East     Units Scale Factor Converg.
 ME2287;SPC IN E     -   649,454.070    68,810.961   MT  0.99997863   -0 14 38.6
 ME2287;SPC IN E     - 2,130,750.56    225,757.29   sFT  0.99997863   -0 14 38.6
 ME2287;UTM  16      - 4,550,028.446   580,792.890   MT  0.99968034   +0 37 56.8
 ME2287
 ME2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2287!SPC IN E     -   0.99996218  x   0.99997863  =   0.99994081
 ME2287!UTM  16      -   0.99996218  x   0.99968034  =   0.99964253
 ME2287
 ME2287:                Primary Azimuth Mark                     Grid Az
 ME2287:SPC IN E     -  MENTONE                                  017 01 37.8
 ME2287:UTM  16      -  MENTONE                                  016 09 02.4
 ME2287
 ME2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8079250028(NAD 83)
 ME2287
 ME2287|---------------------------------------------------------------------|
 ME2287| PID    Reference Object                     Distance      Geod. Az  |
 ME2287|                                                           dddmmss.s |
 ME2287| ME2283 MENTONE                             APPROX. 8.8 KM 0164659.2 |
 ME2287| CM3544 GAST RM 1                            31.272 METERS 16904     |
 ME2287| CM3545 GAST RM 2                            29.986 METERS 28125     |
 ME2287|---------------------------------------------------------------------|
 ME2287
 ME2287                          SUPERSEDED SURVEY CONTROL
 ME2287
 ME2287  NAD 83(1986)-  41 05 51.06827(N)    086 02 16.55058(W) AD(       ) 3
 ME2287  NAD 27      -  41 05 50.91560(N)    086 02 16.56190(W) AD(       ) 3
 ME2287
 ME2287.Superseded values are not recommended for survey control.
 ME2287
 ME2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2287.See file dsdata.pdf to determine how the superseded data were derived.
 ME2287
 ME2287_MARKER: DS = TRIANGULATION STATION DISK
 ME2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2287_STAMPING: GAST 1952
 ME2287_MARK LOGO: CGS
 ME2287_PROJECTION: FLUSH
 ME2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2287+STABILITY: SURFACE MOTION
 ME2287
 ME2287  HISTORY     - Date     Condition        Report By
 ME2287  HISTORY     - 1952     MONUMENTED       CGS
 ME2287  HISTORY     - 19960722 GOOD             USPSQD
 ME2287
 ME2287                          STATION DESCRIPTION
 ME2287
 ME2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2287'STATION IS LOCATED 5 MILES SOUTH OF MENTONE ON THE WEST SIDE OF STATE
 ME2287'HIGHWAY 19 AND ON PROPERT OWNED BY G.E. WHITE.  IT IS 125 FEET
 ME2287'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 37 FEET WEST OF THE
 ME2287'CENTER OF HIGHWAY 19, 28 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 27
 ME2287'FEET SOUTHWEST OF A FENCE CORNER, AND 19 FEET WEST OF A WHITE WITNESS
 ME2287'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GAST 1952.
 ME2287'
 ME2287'REFERENCE MARK NO 1 IS 29 FEET NORTH OF A FENCE CORNER, 19 FEET WEST
 ME2287'OF THE CENTER OF HIGHWAY 19 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 ME2287'IS FLUSH AND THE DISK IS STAMPED GAST NO 1 1952.
 ME2287'
 ME2287'REFERENCE MARK NO. 2 IS 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ME2287'THE HOUSE, 10 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT
 ME2287'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GAST
 ME2287'NO 2 1952.
 ME2287'
 ME2287'BENCH MARK S 178 IS 29 FEET NORTH OF THE CENTER OF A PAVED ROAD, 19
 ME2287'FEET WEST OF THE CENTER OF HIGHWAY 19, 12 FEET NORTH OF A TELEPHONE
 ME2287'POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 ME2287'LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 ME2287'WITH A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP
 ME2287'STAMPED S 178 1946.
 ME2287'
 ME2287'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND 19
 ME2287'IN MENTONE, GO SOUTH ON HIGHWAY 19 FOR 4.9 MILES TO A PAVED CROSSROAD
 ME2287'AND THE BENCH MARK AS DESCRIBED, CONTINUE ON HIGHWAY 19 FOR 0.2 MILE
 ME2287'TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2287'
 ME2287'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2287
 ME2287                          STATION RECOVERY (1996)
 ME2287
 ME2287'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2111 ***********************************************************************
 LA2111  DESIGNATION -  GASTON
 LA2111  PID         -  LA2111
 LA2111  STATE/COUNTY-  IN/DELAWARE
 LA2111  COUNTRY     -  US
 LA2111  USGS QUAD   -  GASTON (2019)
 LA2111
 LA2111                         *CURRENT SURVEY CONTROL
 LA2111  ______________________________________________________________________
 LA2111* NAD 83(1997) POSITION- 40 18 28.26767(N) 085 30 52.09738(W)   ADJUSTED
 LA2111* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 LA2111  ______________________________________________________________________
 LA2111  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 LA2111  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 LA2111  HORZ ORDER      -  FIRST
 LA2111
 LA2111.The horizontal coordinates were established by classical geodetic methods
 LA2111.and adjusted by the National Geodetic Survey in May 1999.
 LA2111
 LA2111.The orthometric height was scaled from a topographic map.
 LA2111
 LA2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2111.GEOID18 height accuracy estimate available here.
 LA2111
 LA2111.Click photographs - Photos may exist for this station.
 LA2111
 LA2111.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2111
 LA2111. The following values were computed from the NAD 83(1997) position.
 LA2111
 LA2111;                    North         East     Units Scale Factor Converg.
 LA2111;SPC IN E     -   561,710.772   112,937.552   MT  0.99996873   +0 05 54.4
 LA2111;SPC IN E     - 1,842,879.42    370,529.29   sFT  0.99996873   +0 05 54.4
 LA2111;UTM  16      - 4,462,985.460   626,235.322   MT  0.99979616   +0 57 40.0
 LA2111
 LA2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2111!SPC IN E     -   0.99996238  x   0.99996873  =   0.99993111
 LA2111!UTM  16      -   0.99996238  x   0.99979616  =   0.99975855
 LA2111
 LA2111:                Primary Azimuth Mark                     Grid Az
 LA2111:SPC IN E     -  GASTON AZ MK                             153 51 54.1
 LA2111:UTM  16      -  GASTON AZ MK                             153 00 08.5
 LA2111
 LA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2623562985(NAD 83)
 LA2111
 LA2111|---------------------------------------------------------------------|
 LA2111| PID    Reference Object                     Distance      Geod. Az  |
 LA2111|                                                           dddmmss.s |
 LA2111| LA2101 UPLAND MUNICIPAL TANK               APPROX.18.7 KM 0044224.6 |
 LA2111| LA2102 HARTFORD CITY SNEATH GLASS TK       APPROX.19.8 KM 0352719.1 |
 LA2111| LA2093 HARTFORD CITY CO CTHSE STEEPLE      APPROX.20.2 KM 0375218.9 |
 LA2111| LA2095 HARTFORD CITY AMER WINDOW STK       APPROX.19.3 KM 0412453.0 |
 LA2111| LA2097 EATON MUNICIPAL TANK                APPROX.14.1 KM 0740808.7 |
 LA2111| CC9210 GASTON RM 1                          58.723 METERS 07608     |
 LA2111| CC9209 GASTON AZ MK                                       1535748.5 |
 LA2111| CC9211 GASTON RM 2                          67.666 METERS 33444     |
 LA2111| LA2107 GAS CITY ILL GLASS CO STACK         APPROX.21.2 KM 3355425.9 |
 LA2111|---------------------------------------------------------------------|
 LA2111
 LA2111                          SUPERSEDED SURVEY CONTROL
 LA2111
 LA2111  NAD 83(1995)-  40 18 28.27030(N)    085 30 52.10753(W) AD(       ) 1
 LA2111  NAD 83(1986)-  40 18 28.27016(N)    085 30 52.11033(W) AD(       ) 1
 LA2111  NAD 27      -  40 18 28.12660(N)    085 30 52.20580(W) AD(       ) 1
 LA2111
 LA2111.Superseded values are not recommended for survey control.
 LA2111
 LA2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2111.See file dsdata.pdf to determine how the superseded data were derived.
 LA2111
 LA2111_MARKER: DS = TRIANGULATION STATION DISK
 LA2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2111_STAMPING: GASTON 1934
 LA2111_MARK LOGO: CGS
 LA2111_PROJECTION: RECESSED 30 CENTIMETERS
 LA2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2111+STABILITY: SURFACE MOTION
 LA2111
 LA2111  HISTORY     - Date     Condition        Report By
 LA2111  HISTORY     - 1934     MONUMENTED       CGS
 LA2111  HISTORY     - 1948     GOOD             CGS
 LA2111  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA2111
 LA2111                          STATION DESCRIPTION
 LA2111
 LA2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2111'1 MILE BY ROAD SOUTHWEST OF GASTON, A SMALL VILLAGE ABOUT 17 MILES BY
 LA2111'ROAD NORTHWEST OF MUNCIE, ON LAND OWNED BY MR. WRIGHT AND THE
 LA2111'METROPOLITAN LOAN COMPANY.
 LA2111'
 LA2111'IT IS  IN THE NORTHWEST CORNER OF A FIELD, ABOUT 0.1 MILE SOUTH OF
 LA2111'WRIGHTS HOUSE, 51 FEET SOUTH OF FENCE LINE, 75.5 FEET EAST OF FENCE
 LA2111'LINE, AND 12 INCHES BELOW THE SURFACE.
 LA2111'
 LA2111'TO REACH FROM MUNCIE, GO NORTH ON STATE HIGHWAY 3 FOR 7 MILES TO STATE
 LA2111'HIGHWAY 28, GO WEST ON STATE HIGHWAY 28 FOR 3.6 MILES TO ITS
 LA2111'INTERSECTION WITH STATE HIGHWAY 21, TURN NORTH ON STATE HIGHWAY 21 AND
 LA2111'GO 2.9 MILES TO A T-INTERSECTION, THENCE TO THE WEST FOR 2.5 MILES TO
 LA2111'GASTON, CONTINUE WEST FOR 0.7 MILE TO CROSSROADS, THENCE SOUTH FOR 0.3
 LA2111'MILE TO WRIGHTS HOUSE ON THE EAST SIDE OF THE ROAD AND THE STATION.
 LA2111'
 LA2111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2111'DISKS SET IN CONCRETE.
 LA2111'
 LA2111'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 1 FOOT
 LA2111'SOUTHWEST OF FENCE CORNER, AND PROJECTS 6 INCHES.
 LA2111'
 LA2111'REFERENCE MARK NO.  2 IS NORTHWEST OF THE STATION, 30 FEET SOUTH OF
 LA2111'FENCE CORNER OF THE GARDEN JUST SOUTH OF THE HOUSE, 1 FOOT EAST OF
 LA2111'FENCE LINE, 10 FEET EAST OF CENTER LINE OF THE ROAD, AND PROJECTS 6
 LA2111'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 321.5 FEET.
 LA2111'
 LA2111'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 2 FEET WEST OF RAIL FENCE,
 LA2111'12 FEET NORTH OF WIRE FENCE, 33 FEET EAST-NORTHEAST OF CONCRETE
 LA2111'GATEPOST, 0.2 MILE WEST OF CROSSROADS, ABOUT 0.6 MILE SOUTH OF THE
 LA2111'STATION, AND PROJECTS 6 INCHES.
 LA2111
 LA2111                          STATION RECOVERY (1948)
 LA2111
 LA2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2111'RECOVERED.  AZIMUTH MARK IS SE OF THE STATION, 2 FEET W OF A WIRE
 LA2111'FENCE, 12 FEET N OF A WIRE FENCE, 33 FEET ENE OF A CONCRETE GATEPOST,
 LA2111'0.2 MILE E OF A CROSS ROAD, ABOUT 0.6 MILE FROM THE STATION, AND
 LA2111'PROJECTS 6 INCHES.
 LA2111
 LA2111                          STATION RECOVERY (1955)
 LA2111
 LA2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2111'THE STATION MARK WAS NOT RECOVERED BECAUSE OF THE OBJECTION OF THE
 LA2111'LAND OWNER, MR. WRIGHT, TO ALLOW ANYONE TO ENTER A CULTIVATED FIELD.
 LA2111'THE MARK WAS SET 12 INCHES BELOW THE SURFACE OF THE GROUND, AND THERE
 LA2111'IS NO REASON TO BELIEVE THAT IT HAS BEEN DISTURBED.  THE AZIMUTH MARK
 LA2111'AND REFERENCE MARKS 1 AND 2 WERE FOUND AND ARE IN GOOD CONDITION.  THE
 LA2111'ORIGINAL DESCRIPTION TO REACH THE STATION IS ACCURATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2542 ***********************************************************************
 LB2542  DESIGNATION -  GEETINGS
 LB2542  PID         -  LB2542
 LB2542  STATE/COUNTY-  IN/CLINTON
 LB2542  COUNTRY     -  US
 LB2542  USGS QUAD   -  BURLINGTON (2019)
 LB2542
 LB2542                         *CURRENT SURVEY CONTROL
 LB2542  ______________________________________________________________________
 LB2542* NAD 83(1997) POSITION- 40 24 55.81530(N) 086 27 33.62194(W)   ADJUSTED
 LB2542* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LB2542  ______________________________________________________________________
 LB2542  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 LB2542  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LB2542  HORZ ORDER      -  SECOND
 LB2542
 LB2542.The horizontal coordinates were established by classical geodetic methods
 LB2542.and adjusted by the National Geodetic Survey in May 1999.
 LB2542
 LB2542.The orthometric height was scaled from a topographic map.
 LB2542
 LB2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2542.GEOID18 height accuracy estimate available here.
 LB2542
 LB2542.Click photographs - Photos may exist for this station.
 LB2542
 LB2542.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2542
 LB2542. The following values were computed from the NAD 83(1997) position.
 LB2542
 LB2542;                    North         East     Units Scale Factor Converg.
 LB2542;SPC IN W     -   573,840.091   952,959.278   MT  1.00000118   +0 24 16.4
 LB2542;SPC IN W     - 1,882,673.70  3,126,500.56   sFT  1.00000118   +0 24 16.4
 LB2542;UTM  16      - 4,474,016.099   545,869.794   MT  0.99962590   +0 21 01.9
 LB2542
 LB2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2542!SPC IN W     -   0.99996475  x   1.00000118  =   0.99996593
 LB2542!UTM  16      -   0.99996475  x   0.99962590  =   0.99959066
 LB2542
 LB2542:                Primary Azimuth Mark                     Grid Az
 LB2542:SPC IN W     -  GEETINGS AZ MK                           001 41 36.6
 LB2542:UTM  16      -  GEETINGS AZ MK                           001 44 51.1
 LB2542
 LB2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4586974016(NAD 83)
 LB2542
 LB2542|---------------------------------------------------------------------|
 LB2542| PID    Reference Object                     Distance      Geod. Az  |
 LB2542|                                                           dddmmss.s |
 LB2542| CC9212 GEETINGS AZ MK                                     0020553.0 |
 LB2542| CC9213 GEETINGS RM 1                        29.264 METERS 06003     |
 LB2542| CC9214 GEETINGS RM 2                        34.442 METERS 13229     |
 LB2542|---------------------------------------------------------------------|
 LB2542
 LB2542                          SUPERSEDED SURVEY CONTROL
 LB2542
 LB2542  NAD 83(1986)-  40 24 55.82132(N)    086 27 33.63448(W) AD(       ) 2
 LB2542  NAD 27      -  40 24 55.69130(N)    086 27 33.62930(W) AD(       ) 2
 LB2542
 LB2542.Superseded values are not recommended for survey control.
 LB2542
 LB2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2542.See file dsdata.pdf to determine how the superseded data were derived.
 LB2542
 LB2542_MARKER: DS = TRIANGULATION STATION DISK
 LB2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2542_STAMPING: GEETINGS 1954
 LB2542_MARK LOGO: CGS
 LB2542_PROJECTION: RECESSED 36 CENTIMETERS
 LB2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2542+STABILITY: SURFACE MOTION
 LB2542
 LB2542  HISTORY     - Date     Condition        Report By
 LB2542  HISTORY     - 1954     MONUMENTED       CGS
 LB2542
 LB2542                          STATION DESCRIPTION
 LB2542
 LB2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2542'STATION IS LOCATED ON THE EAST END OF A WOODED HILL ON THE PROPERTY
 LB2542'OF DALE ROBINSON ABOUT 3 MILES WEST OF MIDDLEFORK, ABOUT 1/2 MILE
 LB2542'EAST OF THE VILLAGE OF GEETINGSVILLE AND 0.1 MILE SOUTH OF STATE
 LB2542'HIGHWAY 26.  IT IS 96 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 LB2542'FENCE LINE AND 26 FEET SOUTHEAST OF AN 8 INCH HICKORY TREE.  THE
 LB2542'MARK IS ABOUT 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LB2542'GEETINGS 1954.
 LB2542'
 LB2542'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WHITE WITNESS POST AND 1
 LB2542'FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2542'GEETINGS NO 1 1954.
 LB2542'
 LB2542'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF AN 18 INCH WALNUT TREE AND
 LB2542'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2542'GEETINGS NO 1 1954.
 LB2542'
 LB2542'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET
 LB2542'NORTH OF THE CENTER OF A FARM LANE, 2 FEET EAST OF A WHITE WITNESS
 LB2542'POST AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 LB2542'DISK IS STAMPED GEETING 1954.
 LB2542'
 LB2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 29
 LB2542'IN MIDDLEFORK, GO WEST ON HIGHWAY 26 FOR 3.45 MILES TO A GRAVEL ROAD
 LB2542'RIGHT.  TURN LEFT AND GO SOUTH ALONG FENCE LINE FOR 0.1 MILE TO THE
 LB2542'TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LB2542'
 LB2542'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 26 AND THE
 LB2542'GRAVEL ROAD, GO NORTH ON THE GRAVEL ROAD FOR 0.25 MILE TO A FARM
 LB2542'LANE LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 LB2542'
 LB2542'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2386 ***********************************************************************
 LA2386  DESIGNATION -  GENEVA MUNICIPAL TANK
 LA2386  PID         -  LA2386
 LA2386  STATE/COUNTY-  IN/ADAMS
 LA2386  COUNTRY     -  US
 LA2386  USGS QUAD   -  GENEVA (2019)
 LA2386
 LA2386                         *CURRENT SURVEY CONTROL
 LA2386  ______________________________________________________________________
 LA2386* NAD 83(1997) POSITION- 40 35 29.85592(N) 084 57 33.34961(W)   ADJUSTED
 LA2386  ______________________________________________________________________
 LA2386  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA2386  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 LA2386  HORZ ORDER      -  THIRD
 LA2386
 LA2386.The horizontal coordinates were established by classical geodetic methods
 LA2386.and adjusted by the National Geodetic Survey in May 1999.
 LA2386
 LA2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2386.GEOID18 height accuracy estimate available here.
 LA2386
 LA2386.Click photographs - Photos may exist for this station.
 LA2386
 LA2386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2386
 LA2386. The following values were computed from the NAD 83(1997) position.
 LA2386
 LA2386;                    North         East     Units Scale Factor Converg.
 LA2386;SPC IN E     -   593,450.395   159,881.540   MT  1.00001079   +0 27 37.1
 LA2386;SPC IN E     - 1,947,011.84    524,544.69   sFT  1.00001079   +0 27 37.1
 LA2386;UTM  16      - 4,495,426.859   672,689.637   MT  0.99996708   +1 19 41.4
 LA2386
 LA2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7268995426(NAD 83)
 LA2386
 LA2386                          SUPERSEDED SURVEY CONTROL
 LA2386
 LA2386  NAD 83(1995)-  40 35 29.85612(N)    084 57 33.35192(W) AD(       ) 3
 LA2386  NAD 83(1986)-  40 35 29.85853(N)    084 57 33.36469(W) AD(       ) 3
 LA2386  NAD 27      -  40 35 29.68700(N)    084 57 33.43900(W) AD(       ) 3
 LA2386
 LA2386.Superseded values are not recommended for survey control.
 LA2386
 LA2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2386.See file dsdata.pdf to determine how the superseded data were derived.
 LA2386
 LA2386_MARKER: 53 = ELEVATED TANK
 LA2386
 LA2386  HISTORY     - Date     Condition        Report By
 LA2386  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2386  HISTORY     - 1955     GOOD             CGS
 LA2386  HISTORY     - 1963     GOOD             CGS
 LA2386
 LA2386                          STATION DESCRIPTION
 LA2386
 LA2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2386'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2386
 LA2386                          STATION RECOVERY (1963)
 LA2386
 LA2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2386'THE ORIGINAL DESCRIPTION IS NOT AVAILABLE HERE AND NOW.  THE STATION
 LA2386'RECOVERED IN GOOD CONDITION, ABOUT 0.25 MILE E ALONG NO. 116 INDIANA
 LA2386'HWY. FROM ITS INTERSECTION WITH NO. 27 U. S. HWY. IN WESTERN PART
 LA2386'OF GENEVA, ABOUT 150 FEET S OF CENTER LINE OF NO. 116 HWY. (LINE
 LA2386'STREET).  ABOUT 50 FEET WNW OF CENTER LINE OF DECATUR STREET, A
 LA2386'4-LEGGED STEEL TANK, BUILT IN 1925 (SEE PITTSBURGH-DES MOINES
 LA2386'STEEL CO. PLATE NEAR BOTTOM OF LADDER LEG), AND STANDING AN
 LA2386'ESTIMATED 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2385 ***********************************************************************
 LA2385  DESIGNATION -  GENEVA RESET
 LA2385  PID         -  LA2385
 LA2385  STATE/COUNTY-  IN/ADAMS
 LA2385  COUNTRY     -  US
 LA2385  USGS QUAD   -  GENEVA (2019)
 LA2385
 LA2385                         *CURRENT SURVEY CONTROL
 LA2385  ______________________________________________________________________
 LA2385* NAD 83(1997) POSITION- 40 35 41.54115(N) 084 57 33.89129(W)   ADJUSTED
 LA2385* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LA2385  ______________________________________________________________________
 LA2385  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LA2385  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 LA2385  HORZ ORDER      -  SECOND
 LA2385
 LA2385.The horizontal coordinates were established by classical geodetic methods
 LA2385.and adjusted by the National Geodetic Survey in May 1999.
 LA2385
 LA2385.The orthometric height was scaled from a topographic map.
 LA2385
 LA2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2385.GEOID18 height accuracy estimate available here.
 LA2385
 LA2385.Click photographs - Photos may exist for this station.
 LA2385
 LA2385.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2385
 LA2385. The following values were computed from the NAD 83(1997) position.
 LA2385
 LA2385;                    North         East     Units Scale Factor Converg.
 LA2385;SPC IN E     -   593,810.729   159,865.907   MT  1.00001076   +0 27 36.8
 LA2385;SPC IN E     - 1,948,194.03    524,493.40   sFT  1.00001076   +0 27 36.8
 LA2385;UTM  16      - 4,495,786.899   672,668.550   MT  0.99996699   +1 19 41.3
 LA2385
 LA2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2385!SPC IN E     -   0.99996467  x   1.00001076  =   0.99997543
 LA2385!UTM  16      -   0.99996467  x   0.99996699  =   0.99993166
 LA2385
 LA2385:                Primary Azimuth Mark                     Grid Az
 LA2385:SPC IN E     -  GENEVA AZ MK RESET                       264 21 36.6
 LA2385:UTM  16      -  GENEVA AZ MK RESET                       263 29 32.1
 LA2385
 LA2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7266895786(NAD 83)
 LA2385
 LA2385|---------------------------------------------------------------------|
 LA2385| PID    Reference Object                     Distance      Geod. Az  |
 LA2385|                                                           dddmmss.s |
 LA2385| LA2389 BERNE DUNBAR FURNITURE CORP TK      APPROX. 6.6 KM 0065646.7 |
 LA2385| LA2394 BERNE N MUNICIPAL TANK              APPROX. 7.5 KM 0075509.5 |
 LA2385| CE6625 GENEVA RM 1                          24.860 METERS 01555     |
 LA2385| CE6623 GENEVA AZ MK                                       0221738.1 |
 LA2385| CE6628 GENEVA RM 4                          13.695 METERS 05537     |
 LA2385| LA2386 GENEVA MUNICIPAL TANK               360.669 METERS 17759     |
 LA2385| CE6624 GENEVA AZ MK RESET                                 2644913.4 |
 LA2385| CE6626 GENEVA RM 2                          26.975 METERS 26836     |
 LA2385| CE6627 GENEVA RM 3                          17.730 METERS 29649     |
 LA2385|---------------------------------------------------------------------|
 LA2385
 LA2385                          SUPERSEDED SURVEY CONTROL
 LA2385
 LA2385  NAD 83(1995)-  40 35 41.54122(N)    084 57 33.89362(W) AD(       ) 2
 LA2385  NAD 83(1986)-  40 35 41.54363(N)    084 57 33.90626(W) AD(       ) 2
 LA2385  NAD 27      -  40 35 41.37750(N)    084 57 34.02530(W) AD(       ) 2
 LA2385
 LA2385.Superseded values are not recommended for survey control.
 LA2385
 LA2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2385.See file dsdata.pdf to determine how the superseded data were derived.
 LA2385
 LA2385_MARKER: DS = TRIANGULATION STATION DISK
 LA2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2385_STAMPING: GENEVA 1955 1963
 LA2385_MARK LOGO: CGS
 LA2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2385+STABILITY: SURFACE MOTION
 LA2385
 LA2385  HISTORY     - Date     Condition        Report By
 LA2385  HISTORY     - 1955     MONUMENTED       CGS
 LA2385  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA2385
 LA2385                          STATION DESCRIPTION
 LA2385
 LA2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2385'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A SMALL BASEBALL
 LA2385'PARK IN THE CITY OF GENEVA, 0.05 MILE EAST OF U.S. HIGHWAY 27, 44 FEET
 LA2385'NORTH OF A WIRE FENCE, 18 FEET WEST-NORTHWEST OF A POWERLINE POLE AND
 LA2385'15 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PUMP HOUSE.
 LA2385'
 LA2385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2385'HIGHWAY 116 IN GENEVA, GO NORTH ON U.S. HIGHWAY 27 FOR 0.3 MILE TO THE
 LA2385'BALL FIELD ON THE RIGHT AND THE STATION AS DESCRIBED.
 LA2385'
 LA2385'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 LA2385'27 FOR 0.6 MILE TO THE FARM HOME OF MR. M.H. MCCLAIN ON THE LEFT AND
 LA2385'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2385'
 LA2385'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2385'GENEVA 1955.
 LA2385'
 LA2385'REFERENCE MARK 1 IS 30 FEET WEST-SOUTHWEST OF A POWERLINE POLE.  THE
 LA2385'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED GENEVA NO 1
 LA2385'1955.
 LA2385'
 LA2385'REFERENCE MARK 2 IS 42 FEET NORTH OF A WIRE FENCE AND 15 FEET EAST OF
 LA2385'A POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2385'STAMPED GENEVA NO 2 1955.
 LA2385'
 LA2385'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF U.S. HIGHWAY 27, 3
 LA2385'FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A WHITE 4 INCH
 LA2385'X 4 INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 LA2385'STAMPED GENEVA 1955.
 LA2385'
 LA2385'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2385
 LA2385                          STATION RECOVERY (1963)
 LA2385
 LA2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2385'RECOVERED THE EVIDENTLY SLIGHTLY DISPLACED SURFACE STATION MARK, THE
 LA2385'SUBSURFACE STATION MARK IN GOOD CONDITION AND THE TOTALLY OBSTRUCTED
 LA2385'AZIMUTH MARK.  A NEW AZIMUTH MARK WAS ESTABLISHED FROM A WATER TANK
 LA2385'INITIAL, THE DISK OF THE OLD AZIMUTH MARK WAS RECLAIMED, AND TWO NEW
 LA2385'REFERENCE MARKS, NOS. 3 AND 4, WERE ESTABLISHED.  THE SUBSURFACE
 LA2385'STATION MARK WAS LOWERED EXACTLY VERTICALLY, AND A NEW SURFACE STATION
 LA2385'MARK WAS SET FLUSH WITH GROUND.
 LA2385'
 LA2385'ABOUT 0.25 MILE NNW OF CENTER OF GENEVA, ABOUT DUE N OF MUNICIPAL
 LA2385'WATER TANK, 62 FEET W OF CENTER LINE OF WASHINGTON STREET, 38 FEET NNE
 LA2385'OF CENTER LINE OF LINCOLN STREET, 16.6 FEET NW OF NW CORNER OF
 LA2385'CONCRETE-BLOCK HOUSING OF A MUNICIPAL WATER WELL, 10.1 FEET W OF
 LA2385'PROJECTED PLANE OF W WALL OF SAME, STANDARD DISKS STAMPED GENEVA 1955
 LA2385'1963 ARE SET IN 1B AND 7A MARKS WITH THE UPPER MARK FLUSH WITH THE
 LA2385'GROUND.
 LA2385'
 LA2385'REFERENCE STAMPED GENEVA NO. 3 1963, NOTE 11B, FLUSH, IS 58.17 FEET OR
 LA2385'17.730 METERS WNW OF STATION IN AZIMUTH 116 DEG 49 MIN FROM STATION,
 LA2385'57 FEET SW OF SW CORNER OF A HOUSE, 38 FEET S OF PROJECTED PLANE OF S
 LA2385'WALL OF SAME.
 LA2385'
 LA2385'REFERENCE STAMPED GENEVA NO. 4 1963, NOTE 11B, FLUSH, IS 44.93 FEET OR
 LA2385'13.695 METERS NE IN AZIMUTH 235 DEG 38 MIN FROM STATION, 39-1/2 FEET S
 LA2385'OF PLANE OF S SAID WALL, AND 25 FEET W OF CENTER LINE OF WASHINGTON
 LA2385'STREET.
 LA2385'
 LA2385'AZIMUTH STAMPED GENEVA 1955 RESET 1963, NOTE 16B, FLUSH, IS ABOUT 0.2
 LA2385'MILE W IN AZIMUTH 84 DEG 49 MIN 20 SEC FROM STATION, ONE-HALF BLOCK W
 LA2385'OF NO. 27 U. S. HWY., 70 FEET E OF CENTER LINE OF AN ALLEY, 19 FEET S
 LA2385'OF CENTER LINE OF LINCOLN ST., AND 0.5 FOOT LOWER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1982 ***********************************************************************
 JA1982  DESIGNATION -  GENTRY
 JA1982  PID         -  JA1982
 JA1982  STATE/COUNTY-  IN/WARRICK
 JA1982  COUNTRY     -  US
 JA1982  USGS QUAD   -  CHRISNEY (2019)
 JA1982
 JA1982                         *CURRENT SURVEY CONTROL
 JA1982  ______________________________________________________________________
 JA1982* NAD 83(1997) POSITION- 38 07 18.70408(N) 087 01 38.31212(W)   ADJUSTED
 JA1982* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 JA1982  ______________________________________________________________________
 JA1982  GEOID HEIGHT    -        -31.709 (meters)                     GEOID18
 JA1982  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 JA1982  HORZ ORDER      -  THIRD
 JA1982
 JA1982.The horizontal coordinates were established by classical geodetic methods
 JA1982.and adjusted by the National Geodetic Survey in May 1999.
 JA1982
 JA1982.The orthometric height was scaled from a topographic map.
 JA1982
 JA1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1982.GEOID18 height accuracy estimate available here.
 JA1982
 JA1982.Click photographs - Photos may exist for this station.
 JA1982
 JA1982.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1982
 JA1982. The following values were computed from the NAD 83(1997) position.
 JA1982
 JA1982;                    North         East     Units Scale Factor Converg.
 JA1982;SPC IN W     -   319,021.479   904,912.444   MT  0.99996696   +0 02 04.5
 JA1982;SPC IN W     - 1,046,656.30  2,968,866.91   sFT  0.99996696   +0 02 04.5
 JA1982;UTM  16      - 4,219,336.382   497,606.323   MT  0.99960007   -0 01 00.7
 JA1982
 JA1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1982!SPC IN W     -   0.99998271  x   0.99996696  =   0.99994967
 JA1982!UTM  16      -   0.99998271  x   0.99960007  =   0.99958279
 JA1982
 JA1982:                Primary Azimuth Mark                     Grid Az
 JA1982:SPC IN W     -  GENTRY AZ MK                             021 11 15.7
 JA1982:UTM  16      -  GENTRY AZ MK                             021 14 20.9
 JA1982
 JA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9760619336(NAD 83)
 JA1982
 JA1982|---------------------------------------------------------------------|
 JA1982| PID    Reference Object                     Distance      Geod. Az  |
 JA1982|                                                           dddmmss.s |
 JA1982| CG7871 GENTRY AZ MK                                       0211320.2 |
 JA1982| CG7872 GENTRY RM 1                          17.053 METERS 09452     |
 JA1982| CG7873 GENTRY RM 2                          41.285 METERS 16307     |
 JA1982|---------------------------------------------------------------------|
 JA1982
 JA1982                          SUPERSEDED SURVEY CONTROL
 JA1982
 JA1982  NAD 83(1993)-  38 07 18.70614(N)    087 01 38.31432(W) AD(       ) 3
 JA1982  NAD 83(1986)-  38 07 18.71195(N)    087 01 38.31538(W) AD(       ) 3
 JA1982  NAD 27      -  38 07 18.52300(N)    087 01 38.32700(W) AD(       ) 3
 JA1982
 JA1982.Superseded values are not recommended for survey control.
 JA1982
 JA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1982.See file dsdata.pdf to determine how the superseded data were derived.
 JA1982
 JA1982_MARKER: DS = TRIANGULATION STATION DISK
 JA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1982_STAMPING: GENTRY 1946
 JA1982_MARK LOGO: CGS
 JA1982_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1982+STABILITY: SURFACE MOTION
 JA1982
 JA1982  HISTORY     - Date     Condition        Report By
 JA1982  HISTORY     - 1946     MONUMENTED       CGS
 JA1982
 JA1982                          STATION DESCRIPTION
 JA1982
 JA1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1982'THIS STATION IS LOCATED ABOUT 0.75 MILE NORTH OF GENTRYVILLE, 1.5
 JA1982'MILE WEST FROM LINCOLN
 JA1982'CITY, 38.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 9
 JA1982'FEET WEST OF THE EDGE OF A
 JA1982'9-FEET ROAD BANK, AND 4 FEET NORTH OF A
 JA1982'WIRE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 JA1982'AND THE DISK IS STAMPED GENTRY 1946.
 JA1982'
 JA1982'REFERENCE MARK NO 1 IS 55.95 FEET EAST OF STATION, 62 FEET NORTH OF A
 JA1982'POWERLINE POLE AND 27.6 FEET
 JA1982'EAST OF CENTERLINE OF HIGHWAY 45, 2 FEET SOUTH OF
 JA1982'A CORNER OF A WIRE FENCE.  THE MARK
 JA1982'PROJECTS 4 INCHES AND THE DISK IS
 JA1982'STAMPED GENTRY NO 1 1946.
 JA1982'
 JA1982'REFERENCE MARK NO 2 IS 135.45 FEET SOUTH-SOUTHEAST OF THE STATION, 30
 JA1982'FEET EAST OF THE CENTERLINE
 JA1982'OF THE HIGHWAY.  65 FEET SOUTH OF A POWERLINE POLE.
 JA1982'THE MARK PROJECTS 4 INCHES AND THE
 JA1982'DISK IS STAMPED GENTRY NO 2 1946.
 JA1982'
 JA1982'THE AZIMUTH MARK IS 0.45 MILE NORTH OF STATION, 45.3 LEET EAST OF
 JA1982'CENTERLINE OF ROAD, 2.3 FEET
 JA1982'SOUTH OF A WHILE WITNESS POST.  THE MARK PROJECTS 4
 JA1982'INCHES AND THE DISK IS STAMPED GENTRY 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1474 ***********************************************************************
 MD1474  DESIGNATION -  GEORGE
 MD1474  PID         -  MD1474
 MD1474  STATE/COUNTY-  IN/STEUBEN
 MD1474  COUNTRY     -  US
 MD1474  USGS QUAD   -  ANGOLA WEST (2019)
 MD1474
 MD1474                         *CURRENT SURVEY CONTROL
 MD1474  ______________________________________________________________________
 MD1474* NAD 83(1997) POSITION- 41 44 44.11826(N) 085 00 00.75834(W)   ADJUSTED
 MD1474* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 MD1474  ______________________________________________________________________
 MD1474  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 MD1474  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 MD1474  HORZ ORDER      -  SECOND
 MD1474
 MD1474.The horizontal coordinates were established by classical geodetic methods
 MD1474.and adjusted by the National Geodetic Survey in May 1999.
 MD1474
 MD1474.The orthometric height was scaled from a topographic map.
 MD1474
 MD1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1474.GEOID18 height accuracy estimate available here.
 MD1474
 MD1474.Click photographs - Photos may exist for this station.
 MD1474
 MD1474.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1474
 MD1474. The following values were computed from the NAD 83(1997) position.
 MD1474
 MD1474;                    North         East     Units Scale Factor Converg.
 MD1474;SPC IN E     -   721,575.989   155,434.078   MT  1.00000447   +0 26 37.5
 MD1474;SPC IN E     - 2,367,370.56    509,953.30   sFT  1.00000447   +0 26 37.5
 MD1474;SPC MI S     -    27,478.838 3,947,296.925   MT  1.00010271   -0 25 52.1
 MD1474;SPC MI S     -    90,153.67 12,950,449.23   iFT  1.00010271   -0 25 52.1
 MD1474;UTM  16      - 4,623,462.347   666,279.744   MT  0.99994025   +1 19 54.5
 MD1474
 MD1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1474!SPC IN E     -   0.99995663  x   1.00000447  =   0.99996110
 MD1474!SPC MI S     -   0.99995663  x   1.00010271  =   1.00005934
 MD1474!UTM  16      -   0.99995663  x   0.99994025  =   0.99989688
 MD1474
 MD1474:                Primary Azimuth Mark                     Grid Az
 MD1474:SPC IN E     -  GEORGE AZ MK                             183 13 10.6
 MD1474:SPC MI S     -  GEORGE AZ MK                             184 05 40.2
 MD1474:UTM  16      -  GEORGE AZ MK                             182 19 53.6
 MD1474
 MD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6627923462(NAD 83)
 MD1474
 MD1474|---------------------------------------------------------------------|
 MD1474| PID    Reference Object                     Distance      Geod. Az  |
 MD1474|                                                           dddmmss.s |
 MD1474| CC9216 GEORGE RM 1                          32.220 METERS 01415     |
 MD1474| MD1861 FREMONT MUNICIPAL TANK              APPROX. 5.6 KM 1092152.1 |
 MD1474| CC9215 GEORGE AZ MK                                       1833948.1 |
 MD1474| CC9217 GEORGE RM 2                          40.477 METERS 19128     |
 MD1474| CC9218 GEORGE RM 3                          36.864 METERS 25840     |
 MD1474|---------------------------------------------------------------------|
 MD1474
 MD1474                          SUPERSEDED SURVEY CONTROL
 MD1474
 MD1474  NAD 83(1995)-  41 44 44.11839(N)    085 00 00.75868(W) AD(       ) 2
 MD1474  NAD 83(1994)-  41 44 44.11938(N)    085 00 00.75953(W) AD(       ) 2
 MD1474  NAD 83(1986)-  41 44 44.11894(N)    085 00 00.77171(W) AD(       ) 2
 MD1474  NAD 27      -  41 44 43.93790(N)    085 00 00.90150(W) AD(       ) 2
 MD1474
 MD1474.Superseded values are not recommended for survey control.
 MD1474
 MD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1474.See file dsdata.pdf to determine how the superseded data were derived.
 MD1474
 MD1474_MARKER: DS = TRIANGULATION STATION DISK
 MD1474_SETTING: 80 = SET IN A BOULDER
 MD1474_STAMPING: GEORGE 1946
 MD1474_MARK LOGO: CGS
 MD1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1474+STABILITY: SURFACE MOTION
 MD1474
 MD1474  HISTORY     - Date     Condition        Report By
 MD1474  HISTORY     - 1946     MONUMENTED       CGS
 MD1474  HISTORY     - 1956     GOOD             CGS
 MD1474  HISTORY     - 1960     GOOD             CGS
 MD1474
 MD1474                          STATION DESCRIPTION
 MD1474
 MD1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1474'STATION IS LOCATED 7.5 MILES NORTH OF ANGOLA ON THE NORTHEAST CORNER
 MD1474'OF U.S.  HGIHWAY 27 AND A
 MD1474'GRAVEL T-ROAD EAST.  IT IS 90 FEET NORTHEAST OF THE INTERSECTION OF
 MD1474'THE TWO ROADS, 72 FEET EAST OF THE
 MD1474'CENTER OF HIGHWAY 27 AND 48 FEET NORTH OF THE APPROXIMATE
 MD1474'CENTER OF THE GRAVEL ROAD.  THE DISK IS SET IN A
 MD1474'LARGE BOULDER FLUSH WITH THE GROUND AND
 MD1474'IS STAMPED GEORGE 1946.
 MD1474'
 MD1474'REFERENCE MARK NO. 1 IS 104.68 FEET NORTH OF THE STATION.  IT IS 101
 MD1474'FEET EAST OF THE CENTER OF THE
 MD1474'HIGHWAY AND 69 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 MD1474'ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1474'GEORGE 1 1946.
 MD1474'
 MD1474'REFERENCE MARK NO. 2 IS 132.80 FEET SOUTH OF THE STATION.  IT IS 45
 MD1474'FEET EAST OF THE CENTER OF THE HIGHWAY AND 17 FEET SOUTH OF
 MD1474'A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1474'STAMPED GEORGE NO 2 1946.
 MD1474'
 MD1474'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION ON THE WEST SIDE OF
 MD1474'HIGHWAY 27.  IT IS 38 FEET WEST
 MD1474'OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF THE FENCE AND 2 FEET
 MD1474'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 MD1474'ABOUT 4 INCHES AND THE DISK IS STAMPED GEORGE 1946.
 MD1474'
 MD1474'TO REACH THE STATION FROM THE CIRCLE IN ANGOLA GO NORTH ON U.S.
 MD1474'HIGHWAY 27 FOR 7.35 MILES TO A
 MD1474'CROSSROAD LEADING TO BLEDSOE BEACH, CONTINUE ON HIGHWAY 27 FOR 0.2
 MD1474'MILE TO A T-ROAD RIGHT AND
 MD1474'STATION.
 MD1474'
 MD1474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1474
 MD1474                          STATION RECOVERY (1956)
 MD1474
 MD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MD1474'STATION WAS RECOVERED AS DESCRIBED IN 1946 AND ALL MARKS WERE FOUND
 MD1474'IN GOOD CONDITION.  REFERENCE MARK
 MD1474'NO. 2 WAS IN DANGER OF BEING DESTROYED DUE TO A RECENT EXCAVATION BY
 MD1474'THE MARTIN OIL CO., INC., THEREFORE
 MD1474'THIS MARK WAS REMOVED AND REFERENCE MARK NO. 3 WAS
 MD1474'ESTABLISHED.  IT IS 1 FOOT EAST OF A FENCE, 10
 MD1474'FEET NORTH OF A HIGHLINE POLE, 29 FEET
 MD1474'NORTH OF A DRIVE-WAY AND 46 FEET WEST OF THE APPROXIMATE CENTER
 MD1474'OF US HIGHWAY 27.  THE MARK IS
 MD1474'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MD1474'GEORGE NO 3 1946.  NOTE- 11A.
 MD1474'
 MD1474'THE 1946 DESCRIPTION BY R.C. BOLSTAD IS ADEQUATE.
 MD1474
 MD1474                          STATION RECOVERY (1960)
 MD1474
 MD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1474'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED
 MD1474'ORIGINALLY AND BY R.  H. TRYON IN
 MD1474'A 1956 RECOVERY NOTE.
 MD1474'
 MD1474'ABOUT 8.8 MILES N ALONG NO. 27 U. S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1474'COURTHOUSE IN ANGOLA, 0.8 MILE N
 MD1474'OF INDIANA E-W TOLL ROAD, 0.2 MILE N OF A CROSSROADS, 72 FEET E OF
 MD1474'CENTER LINE OF 24-FOOT HWY. PAVEMENT,
 MD1474'10-1/2 FEET HIGHER THAN SAME, 45 FEET N OF CENTER LINE OF
 MD1474'OF GRAVEL T-ROAD, 21 FEET NE OF NO. 483/703 POWER
 MD1474'POLE, AND 2.8 FEET SE OF STEEL WITNESS
 MD1474'POST, A STANDARD DISK STAMPED GEORGE 1946, NOTE 4, IS FLUSH WITH THE
 MD1474'GROUND.
 MD1474'
 MD1474'REFERENCE STAMPED GEORGE NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1474'105.64 FEET OR 32.199 METERS N
 MD1474'IN AZIMUTH 194 DEG 16 MIN FROM STATION, 145 FEET N OF CENTER LINE OF
 MD1474'GRAVEL ROAD, AND 100 FEET E OF CENTER
 MD1474'LINE OF THE HIGHWAY.
 MD1474'
 MD1474'REFERENCE STAMPED GEORGE NO 3 1946, NOTE 11A, FLUSH, IS 120.80 FEET
 MD1474'(SLOPE) (36.820 METERS) W IN
 MD1474'AZIMUTH 78 DEG 40 MIN FROM STATION, 46 FEET W OF CENTER LINE OF
 MD1474'HIGHWAY, 0.2 FOOT LOWER THAN SAME, 11 FEET
 MD1474'N OF NO. 464565 POWER POLE, AND 2.2 FEET S OF GUY WIRE OF POLE.
 MD1474'
 MD1474'AZIMUTH STAMPED GEORGE 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS 0.4 MILE
 MD1474'S IN AZIMUTH 3 DEG 39 MIN 47.1
 MD1474'SEC FROM STATION, ABOUT 225 YARDS S OF CROSSROADS, 40.5 FEET S OF
 MD1474'FENCE T-INTERSECTION, 38 FEET W OF CENTER LINE OF
 MD1474'HIGHWAY, 4.7 FEET HIGHER THAN SAME, AND 1.9 FEET S
 MD1474'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2360 ***********************************************************************
 LB2360  DESIGNATION -  GERMAN
 LB2360  PID         -  LB2360
 LB2360  STATE/COUNTY-  IN/CASS
 LB2360  COUNTRY     -  US
 LB2360  USGS QUAD   -  TWELVE MILE (2019)
 LB2360
 LB2360                         *CURRENT SURVEY CONTROL
 LB2360  ______________________________________________________________________
 LB2360* NAD 83(1997) POSITION- 40 49 03.00764(N) 086 11 30.71953(W)   ADJUSTED
 LB2360* NAVD 88 ORTHO HEIGHT -   224.26  (+/-2cm)      735.8   (feet) VERTCON3
 LB2360  ______________________________________________________________________
 LB2360  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LB2360  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 LB2360  HORZ ORDER      -  THIRD
 LB2360  VERT ORDER      -  THIRD ? (See Below)
 LB2360
 LB2360.The horizontal coordinates were established by classical geodetic methods
 LB2360.and adjusted by the National Geodetic Survey in May 1999.
 LB2360
 LB2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2360
 LB2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2360.GEOID18 height accuracy estimate available here.
 LB2360
 LB2360.The vertical order pertains to the NGVD 29 superseded value.
 LB2360
 LB2360.Click photographs - Photos may exist for this station.
 LB2360
 LB2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2360
 LB2360. The following values were computed from the NAD 83(1997) position.
 LB2360
 LB2360;                    North         East     Units Scale Factor Converg.
 LB2360;SPC IN E     -   618,424.833    55,691.941   MT  0.99999082   -0 20 35.9
 LB2360;SPC IN E     - 2,028,948.81    182,715.98   sFT  0.99999082   -0 20 35.9
 LB2360;UTM  16      - 4,518,812.566   568,152.714   MT  0.99965717   +0 31 41.7
 LB2360
 LB2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2360!SPC IN E     -   0.99997017  x   0.99999082  =   0.99996099
 LB2360!UTM  16      -   0.99997017  x   0.99965717  =   0.99962735
 LB2360
 LB2360:                Primary Azimuth Mark                     Grid Az
 LB2360:SPC IN E     -  GERMAN AZ MK                             272 02 04.3
 LB2360:UTM  16      -  GERMAN AZ MK                             271 09 46.7
 LB2360
 LB2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6815218812(NAD 83)
 LB2360
 LB2360|---------------------------------------------------------------------|
 LB2360| PID    Reference Object                     Distance      Geod. Az  |
 LB2360|                                                           dddmmss.s |
 LB2360| CC9221 GERMAN RM 1                          26.663 METERS 03115     |
 LB2360| CC9220 GERMAN AZ MK                                       2714128.4 |
 LB2360| CC9222 GERMAN RM 2                          27.648 METERS 30332     |
 LB2360|---------------------------------------------------------------------|
 LB2360
 LB2360                          SUPERSEDED SURVEY CONTROL
 LB2360
 LB2360  NAD 83(1986)-  40 49 03.01234(N)    086 11 30.73240(W) AD(       ) 3
 LB2360  NAD 27      -  40 49 02.85990(N)    086 11 30.72660(W) AD(       ) 3
 LB2360  NGVD 29             224.38   (m)          736.2    (f) LEVELING    3  
 LB2360
 LB2360.Superseded values are not recommended for survey control.
 LB2360
 LB2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2360.See file dsdata.pdf to determine how the superseded data were derived.
 LB2360
 LB2360_MARKER: DS = TRIANGULATION STATION DISK
 LB2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2360_STAMPING: GERMAN 1948
 LB2360_MARK LOGO: CGS
 LB2360_PROJECTION: FLUSH
 LB2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2360+STABILITY: SURFACE MOTION
 LB2360
 LB2360  HISTORY     - Date     Condition        Report By
 LB2360  HISTORY     - 1948     MONUMENTED       CGS
 LB2360  HISTORY     - 1989     GOOD             USPSQD
 LB2360
 LB2360                          STATION DESCRIPTION
 LB2360
 LB2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2360'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PERU, 12 MILES
 LB2360'NORTHEAST OF LOGANSPORT, AND ONE MILE NORTHEAST OF HOOVERS ON LAND
 LB2360'OWNED BY THE GERMAN BAPTIST CHURCH.  IT IS 183 FEET NORTHEAST OF THE
 LB2360'NORTHEAST CORNER OF THE CHURCH, 51 FEET SOUTHWEST OF A Y-ROAD
 LB2360'INTERSECTION, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET
 LB2360'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 LB2360'GROUND AND THE DISK IS STAMPED GERMAN 1948.
 LB2360'
 LB2360'REFERENCE MARK NO. 1 IS 87.48 FEET NORTHEAST OF THE STATION.  IT IS
 LB2360'12 FEET EAST OF THE CENTER OF THE ROAD AND ONE FOOT WEST OF THE FENCE
 LB2360'LINE.  THE MARK PROJECTS ABOUT TEN INCHES AND THE DISK IS STAMPED
 LB2360'GERMAN NO 1 1948.
 LB2360'
 LB2360'REFERENCE MARK NO. 2 IS 90.71 FEET NORTHWEST OF THE STATION.  IT IS
 LB2360'20 FEET NORTH OF THE CENTER OF THE ROAD AND ONE FOOT SOUTH OF THE
 LB2360'FENCELINE.  THE MARK PROJECTS ABOUT TEN INCHES AND THE DISK IS
 LB2360'STAMPED GERMAN NO 2 1948.
 LB2360'
 LB2360'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 14 FEET NORTH OF
 LB2360'THE CENTER OF THE ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND ONE
 LB2360'FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT TEN INCHES AND
 LB2360'THE DISK IS STAMPED GERMAN 1948.
 LB2360'
 LB2360'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH-SOUTH ROAD AND
 LB2360'THE CHESAPEAKE AND OHIO RAILROAD TRACKS IN HOOVERS, GO NORTH ON
 LB2360'GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.1
 LB2360'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST FOR
 LB2360'0.4 MILE TO THE GERMAN BAPTIST CHURCH ON THE RIGHT AND STATION AS
 LB2360'DESCRIBED.
 LB2360'
 LB2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2360
 LB2360                          STATION RECOVERY (1989)
 LB2360
 LB2360'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2262 ***********************************************************************
 ME2262  DESIGNATION -  GEYER
 ME2262  PID         -  ME2262
 ME2262  STATE/COUNTY-  IN/ST JOSEPH
 ME2262  COUNTRY     -  US
 ME2262  USGS QUAD   -  LYDICK (2019)
 ME2262
 ME2262                         *CURRENT SURVEY CONTROL
 ME2262  ______________________________________________________________________
 ME2262* NAD 83(1997) POSITION- 41 42 31.35046(N) 086 25 30.04120(W)   ADJUSTED
 ME2262* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 ME2262  ______________________________________________________________________
 ME2262  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME2262  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 ME2262  HORZ ORDER      -  THIRD
 ME2262
 ME2262.The horizontal coordinates were established by classical geodetic methods
 ME2262.and adjusted by the National Geodetic Survey in May 1999.
 ME2262
 ME2262.The orthometric height was scaled from a topographic map.
 ME2262
 ME2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2262.GEOID18 height accuracy estimate available here.
 ME2262
 ME2262.Click photographs - Photos may exist for this station.
 ME2262
 ME2262.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2262
 ME2262. The following values were computed from the NAD 83(1997) position.
 ME2262
 ME2262;                    North         East     Units Scale Factor Converg.
 ME2262;SPC IN E     -   717,543.180    36,886.719   MT  1.00001566   -0 30 16.5
 ME2262;SPC IN E     - 2,354,139.58    121,019.18   sFT  1.00001566   -0 30 16.5
 ME2262;SPC IN W     -   717,474.704   954,788.825   MT  1.00000359   +0 26 16.9
 ME2262;SPC IN W     - 2,353,914.92  3,132,503.00   sFT  1.00000359   +0 26 16.9
 ME2262;UTM  16      - 4,617,594.985   547,835.834   MT  0.99962816   +0 22 57.3
 ME2262
 ME2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2262!SPC IN E     -   0.99997050  x   1.00001566  =   0.99998616
 ME2262!SPC IN W     -   0.99997050  x   1.00000359  =   0.99997409
 ME2262!UTM  16      -   0.99997050  x   0.99962816  =   0.99959867
 ME2262
 ME2262:                Primary Azimuth Mark                     Grid Az
 ME2262:SPC IN E     -  GEYER AZ MK                              116 27 44.0
 ME2262:SPC IN W     -  GEYER AZ MK                              115 31 10.6
 ME2262:UTM  16      -  GEYER AZ MK                              115 34 30.2
 ME2262
 ME2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4783517594(NAD 83)
 ME2262
 ME2262|---------------------------------------------------------------------|
 ME2262| PID    Reference Object                     Distance      Geod. Az  |
 ME2262|                                                           dddmmss.s |
 ME2262| CM3547 GEYER RM 1                           12.404 METERS 07147     |
 ME2262| CM3546 GEYER AZ MK                                        1155727.5 |
 ME2262| CM3548 GEYER RM 2                           12.034 METERS 25559     |
 ME2262|---------------------------------------------------------------------|
 ME2262
 ME2262                          SUPERSEDED SURVEY CONTROL
 ME2262
 ME2262  NAD 83(1994)-  41 42 31.35204(N)    086 25 30.04268(W) AD(       ) 3
 ME2262  NAD 83(1986)-  41 42 31.35253(N)    086 25 30.04594(W) AD(       ) 3
 ME2262  NAD 27      -  41 42 31.18270(N)    086 25 29.99040(W) AD(       ) 3
 ME2262
 ME2262.Superseded values are not recommended for survey control.
 ME2262
 ME2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2262.See file dsdata.pdf to determine how the superseded data were derived.
 ME2262
 ME2262_MARKER: DS = TRIANGULATION STATION DISK
 ME2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2262_STAMPING: GEYER 1952
 ME2262_MARK LOGO: CGS
 ME2262_PROJECTION: FLUSH
 ME2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2262+STABILITY: SURFACE MOTION
 ME2262
 ME2262  HISTORY     - Date     Condition        Report By
 ME2262  HISTORY     - 1952     MONUMENTED       CGS
 ME2262  HISTORY     - 1958     GOOD             CGS
 ME2262  HISTORY     - 20080719 GOOD             GEOCAC
 ME2262
 ME2262                          STATION DESCRIPTION
 ME2262
 ME2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2262'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SOUTH BEND AND 7 MILES
 ME2262'EAST OF NEW CARLISLE, ON
 ME2262'HIGHWAY RIGHT-OF-WAY.  IT IS 47 FEET NORTH OF THE CENTER OF U.S.
 ME2262'HIGHWAY 20, 5 FEET SOUTHWEST OF A
 ME2262'WHITE WITNESS POST AND 2.6 FEET SOUTH OF A FENCE LINE.  THE MARK
 ME2262'IS FLUSH AND THE DISK IS STAMPED GEYER
 ME2262'1952.
 ME2262'
 ME2262'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME2262'AND 1 FOOT SOUTH OF THE FENCE
 ME2262'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GEYER NO 1 1952.
 ME2262'
 ME2262'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME2262'AND 2 FEET SOUTH OF A FENCE
 ME2262'CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED GEYER NO 2 1952.
 ME2262'
 ME2262'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 ME2262'EAST OF A FENCE LINE AND 1 FOOT
 ME2262'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES
 ME2262'AND THE DISK IS STAMPED GEYER 1952.
 ME2262'
 ME2262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2262'HIGHWAY 123, WHICH IS ABOUT 3
 ME2262'MILES NORTHWEST OF SOUTH BEND, GO WEST ON U.S. HIGHWAY 20 FOR 5.25
 ME2262'MILES TO A GRAVEL SIDE ROAD
 ME2262'LEFT, *TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE
 ME2262'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2262'
 ME2262'TO REACH THE STATION FROM THIS POINT (*) CONTINUE WEST ON HIGHWAY FOR
 ME2262'0.3 MILE TO THE STATION ON THE
 ME2262'RIGHT AS DESCRIBED.
 ME2262'
 ME2262'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2262
 ME2262                          STATION RECOVERY (1958)
 ME2262
 ME2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2262'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH WERE
 ME2262'RECOVERED AS
 ME2262'DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME2262
 ME2262                          STATION RECOVERY (2008)
 ME2262
 ME2262'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME2262'STATION RECOVERED, RMS AND AZ NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1364 ***********************************************************************
 LA1364  DESIGNATION -  GG 195
 LA1364  PID         -  LA1364
 LA1364  STATE/COUNTY-  IN/MADISON
 LA1364  COUNTRY     -  US
 LA1364  USGS QUAD   -  POINT ISABEL (2019)
 LA1364
 LA1364                         *CURRENT SURVEY CONTROL
 LA1364  ______________________________________________________________________
 LA1364* NAD 83(1986) POSITION- 40 22 35.35   (N) 085 47 09.63   (W)   HD_HELD1
 LA1364* NAVD 88 ORTHO HEIGHT -   273.729 (meters)      898.06  (feet) ADJUSTED
 LA1364  ______________________________________________________________________
 LA1364  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 LA1364  DYNAMIC HEIGHT  -        273.586 (meters)      897.59  (feet) COMP
 LA1364  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 LA1364
 LA1364  VERT ORDER      -  SECOND    CLASS 0
 LA1364
 LA1364.The horizontal coordinates were determined by differentially corrected
 LA1364.hand held GPS observations or other comparable positioning techniques
 LA1364.and have an estimated accuracy of +/- 3 meters.
 LA1364
 LA1364.The orthometric height was determined by differential leveling and
 LA1364.adjusted by the NATIONAL GEODETIC SURVEY
 LA1364.in June 1991.
 LA1364
 LA1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1364.GEOID18 height accuracy estimate available here.
 LA1364
 LA1364.Click photographs - Photos may exist for this station.
 LA1364
 LA1364.The dynamic height is computed by dividing the NAVD 88
 LA1364.geopotential number by the normal gravity value computed on the
 LA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1364.degrees latitude (g = 980.6199 gals.).
 LA1364
 LA1364.The modeled gravity was interpolated from observed gravity values.
 LA1364
 LA1364;                    North         East    Units  Estimated Accuracy
 LA1364;SPC IN E     -   569,327.4      89,865.5     MT  (+/- 3 meters HH1 GPS) 
 LA1364
 LA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0305570252(NAD 83)
 LA1364
 LA1364                          SUPERSEDED SURVEY CONTROL
 LA1364
 LA1364  NGVD 29 (??/??/92)  273.861  (m)          898.49   (f) ADJ UNCH    2 0
 LA1364
 LA1364.Superseded values are not recommended for survey control.
 LA1364
 LA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1364.See file dsdata.pdf to determine how the superseded data were derived.
 LA1364
 LA1364_MARKER: DB = BENCH MARK DISK
 LA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1364_STAMPING: GG 195 1946
 LA1364_MARK LOGO: INHD
 LA1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1364+STABILITY: SURFACE MOTION
 LA1364
 LA1364  HISTORY     - Date     Condition        Report By
 LA1364  HISTORY     - 1946     MONUMENTED       INHD
 LA1364  HISTORY     - 1946     GOOD             CGS
 LA1364
 LA1364                          STATION DESCRIPTION
 LA1364
 LA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1364'IN RIGDON.
 LA1364'IN THE SOUTH PART OF RIGDON, AT THE JUNCTION OF STATE HIGHWAY
 LA1364'37 AND AN ASPHALT ROAD LEADING NORTH INTO RIGDON, 0.1 MILE
 LA1364'SOUTH OF RIGDON METHODIST CHURCH, 133 FEET NORTH OF THE CENTER
 LA1364'OF THE INTERSECTION OF STATE HIGHWAY 37 AND THE ROAD LEADING
 LA1364'NORTH, 75 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 39 FEET
 LA1364'EAST OF THE CENTER OF THE ASPHALT ROAD.  A BRONZE DISK OF THE
 LA1364'INDIANA HIGHWAY COMMISSION SET IN THE TOP OF A CONCRETE POST
 LA1364'PROJECTING ABOUT 18-INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1165 ***********************************************************************
 JA1165  DESIGNATION -  GIB 1
 JA1165  PID         -  JA1165
 JA1165  STATE/COUNTY-  IN/GIBSON
 JA1165  COUNTRY     -  US
 JA1165  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1165
 JA1165                         *CURRENT SURVEY CONTROL
 JA1165  ______________________________________________________________________
 JA1165* NAD 83(1986) POSITION- 38 23 58.     (N) 087 45 04.     (W)   SCALED
 JA1165* NAVD 88 ORTHO HEIGHT -   122.626 (meters)      402.32  (feet) ADJUSTED
 JA1165  ______________________________________________________________________
 JA1165  GEOID HEIGHT    -        -31.279 (meters)                     GEOID18
 JA1165  DYNAMIC HEIGHT  -        122.548 (meters)      402.06  (feet) COMP
 JA1165  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 JA1165
 JA1165  VERT ORDER      -  FIRST     CLASS II
 JA1165
 JA1165.The horizontal coordinates were scaled from a map and have
 JA1165.an estimated accuracy of +/- 6 seconds.
 JA1165
 JA1165.The orthometric height was determined by differential leveling and
 JA1165.adjusted by the NATIONAL GEODETIC SURVEY
 JA1165.in June 1991.
 JA1165
 JA1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1165.GEOID18 height accuracy estimate available here.
 JA1165
 JA1165.Click photographs - Photos may exist for this station.
 JA1165
 JA1165.The dynamic height is computed by dividing the NAVD 88
 JA1165.geopotential number by the normal gravity value computed on the
 JA1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1165.degrees latitude (g = 980.6199 gals.).
 JA1165
 JA1165.The modeled gravity was interpolated from observed gravity values.
 JA1165
 JA1165;                    North         East    Units  Estimated Accuracy
 JA1165;SPC IN W     -   350,040.      841,670.      MT  (+/- 180 meters Scaled)
 JA1165
 JA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344504(NAD 83)
 JA1165
 JA1165                          SUPERSEDED SURVEY CONTROL
 JA1165
 JA1165  NGVD 29 (??/??/92)  122.763  (m)          402.76   (f) ADJ UNCH    1 2
 JA1165
 JA1165.Superseded values are not recommended for survey control.
 JA1165
 JA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1165.See file dsdata.pdf to determine how the superseded data were derived.
 JA1165
 JA1165_MARKER: DB = BENCH MARK DISK
 JA1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1165_SP_SET: BRIDGE
 JA1165_STAMPING: GIB 1 1954
 JA1165_MARK LOGO: INFCC
 JA1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1165+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2013
 JA1165
 JA1165  HISTORY     - Date     Condition        Report By
 JA1165  HISTORY     - 1954     MONUMENTED       INFCC
 JA1165  HISTORY     - 1965     GOOD             CGS
 JA1165  HISTORY     - 20130211 GOOD             USGS
 JA1165
 JA1165                          STATION DESCRIPTION
 JA1165
 JA1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1165'0.2 MI N FROM MT CARMEL.
 JA1165'ABOUT 0.2 MILE NORTH ALONG THE EAST BANK OF THE WABASH RIVER
 JA1165'FROM THE STATE HIGHWAY 64 HIGHWAY BRIDGE OVER THE WABASH RIVER
 JA1165'AT MT. CARMEL, ILLINOIS, AT THE EAST END OF A NEW STEEL RAILROAD
 JA1165'BRIDGE OVER THE WABASH RIVER, 8.8 FEET NORTHEAST OF THE NORTHEAST
 JA1165'RAIL, 2.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A STEEL BASE
 JA1165'OF A STEEL GIRDER, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 JA1165
 JA1165                          STATION RECOVERY (2013)
 JA1165
 JA1165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2013 (TSL)
 JA1165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1920 ***********************************************************************
 KA1920  DESIGNATION -  GIBSON
 KA1920  PID         -  KA1920
 KA1920  STATE/COUNTY-  IN/MARION
 KA1920  COUNTRY     -  US
 KA1920  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1920
 KA1920                         *CURRENT SURVEY CONTROL
 KA1920  ______________________________________________________________________
 KA1920* NAD 83(1997) POSITION- 39 51 53.90248(N) 086 06 04.63318(W)   ADJUSTED
 KA1920* NAVD 88 ORTHO HEIGHT -   236.51  (+/-2cm)      775.9   (feet) VERTCON3
 KA1920  ______________________________________________________________________
 KA1920  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 KA1920  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 KA1920  HORZ ORDER      -  SECOND
 KA1920  VERT ORDER      -  THIRD ? (See Below)
 KA1920
 KA1920.The horizontal coordinates were established by classical geodetic methods
 KA1920.and adjusted by the National Geodetic Survey in May 1999.
 KA1920
 KA1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1920
 KA1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1920.GEOID18 height accuracy estimate available here.
 KA1920
 KA1920.The vertical order pertains to the NGVD 29 superseded value.
 KA1920
 KA1920.Click photographs - Photos may exist for this station.
 KA1920
 KA1920.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1920
 KA1920. The following values were computed from the NAD 83(1997) position.
 KA1920
 KA1920;                    North         East     Units Scale Factor Converg.
 KA1920;SPC IN E     -   512,616.032    62,814.270   MT  0.99998368   -0 16 42.9
 KA1920;SPC IN E     - 1,681,807.76    206,083.15   sFT  0.99998368   -0 16 42.9
 KA1920;UTM  16      - 4,413,157.131   576,865.330   MT  0.99967274   +0 34 33.9
 KA1920
 KA1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1920!SPC IN E     -   0.99996820  x   0.99998368  =   0.99995188
 KA1920!UTM  16      -   0.99996820  x   0.99967274  =   0.99964095
 KA1920
 KA1920:                Primary Azimuth Mark                     Grid Az
 KA1920:SPC IN E     -  GRANT                                    049 54 47.3
 KA1920:UTM  16      -  GRANT                                    049 03 30.5
 KA1920
 KA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7686513157(NAD 83)
 KA1920
 KA1920|---------------------------------------------------------------------|
 KA1920| PID    Reference Object                     Distance      Geod. Az  |
 KA1920|                                                           dddmmss.s |
 KA1920| KA1911 GRANT                               APPROX. 1.4 KM 0493804.4 |
 KA1920| CC9223 GIBSON RM                            15.220 METERS 10734     |
 KA1920|---------------------------------------------------------------------|
 KA1920
 KA1920                          SUPERSEDED SURVEY CONTROL
 KA1920
 KA1920  NAD 83(1986)-  39 51 53.90270(N)    086 06 04.66017(W) AD(       ) 2
 KA1920  NAD 27      -  39 51 53.75800(N)    086 06 04.68400(W) AD(       ) 2
 KA1920  USSD        -  39 51 53.80500(N)    086 06 04.48500(W) AD(       ) 3
 KA1920  NGVD 29             236.64   (m)          776.4    (f) LEVELING    3  
 KA1920
 KA1920.Superseded values are not recommended for survey control.
 KA1920
 KA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1920.See file dsdata.pdf to determine how the superseded data were derived.
 KA1920
 KA1920_MARKER: DS = TRIANGULATION STATION DISK
 KA1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1920_STAMPING: GIBSON 1920
 KA1920_MARK LOGO: CGS
 KA1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1920+STABILITY: SURFACE MOTION
 KA1920
 KA1920  HISTORY     - Date     Condition        Report By
 KA1920  HISTORY     - 1920     MONUMENTED       CGS
 KA1920  HISTORY     - 1970     GOOD             BRADY
 KA1920  HISTORY     - 1970     GOOD             NGS
 KA1920  HISTORY     - 1973     GOOD             LOCSUR
 KA1920  HISTORY     - 1975     GOOD             LOCSUR
 KA1920  HISTORY     - 1976     GOOD             LOCSUR
 KA1920
 KA1920                          STATION DESCRIPTION
 KA1920
 KA1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1920'ON THE W SIDE OF THE LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY,
 KA1920'5.00 METERS (16.40 FEET) FROM THE W AND THE NEAREST RAIL,
 KA1920'ABOUT 200 YARDS N OF SEMAPHORE M8-1, 1 YARD E OF THE FENCE LINE,
 KA1920'AND ABOUT 110 YARDS S OF THE G.M. HUNT FARM ROAD CROSSING.
 KA1920'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 KA1920'TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON THE
 KA1920'OPPOSITE SIDE OF THE TRACK IN THE FENCE LINE, 15.22 METERS
 KA1920'(49.93 FEET) FROM THE STATION S 72 DEG 26 MIN E.
 KA1920
 KA1920                          STATION RECOVERY (1970)
 KA1920
 KA1920'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (LS)
 KA1920'GIBSON 1920 RECOVERED IN GOOD COND (TOP OF MONUMENT AT GROUND LEVEL).
 KA1920'
 KA1920'REFERENCE MARK WAS NOT FOUND.
 KA1920'
 KA1920'REFERENCES--
 KA1920'731 FEET SW OF WHISTLE POST.
 KA1920'1359 FEET SW FROM RAIL CROSSING AT ALLISONVILLE ROAD.
 KA1920'17.71 WEST OF GAGE OF WEST RAIL.
 KA1920'42.0 FEET N 20 DEG W TO POWER POLE NO. 199-0-312.
 KA1920'80.0 N 45 DEG E TO TELEPHONE CABLE POLE.
 KA1920'49.4 FEET N 60 DEG E TO WHISTLE POST.
 KA1920'37.9 FEET S 85 DEG E TO WHISTLE POST.
 KA1920
 KA1920                          STATION RECOVERY (1970)
 KA1920
 KA1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSB)
 KA1920'RECOVERED - 9-2-70.
 KA1920'
 KA1920'UNDERLINED DESCRIPTIONS NO LONGER APPLICABLE.  TABLET IN EXCELLENT
 KA1920'CONDITION.  DID NOT ATTEMPT TO RECOVER REFERENCE MONUMENT.
 KA1920
 KA1920                          STATION RECOVERY (1973)
 KA1920
 KA1920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 KA1920'GIBSON 1920 RECOVERED IN GOOD CONDITION.
 KA1920'
 KA1920'METAL WITNESS POST AND SIGN SET 1 FOOT WEST OF MARK.  REFERENCE MARK
 KA1920'ON OTHER SIDE OF TRACK COULD NOT BE FOUND.
 KA1920
 KA1920                          STATION RECOVERY (1975)
 KA1920
 KA1920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1920'GIBSON RECOVERED IN GOOD CONDITION.
 KA1920'
 KA1920'1920 RECOVERED IN GOOD CONDITION.
 KA1920'
 KA1920'SUGGEST CHANGE IN DESCRIPTION.
 KA1920'
 KA1920'REFERENCE NOT RECOVERED.
 KA1920'
 KA1920'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE PART OF INDIANAPOLIS.
 KA1920
 KA1920                          STATION RECOVERY (1976)
 KA1920
 KA1920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA1920'GIBSON 1920 RECOVERED IN GOOD CONDITION.
 KA1920'
 KA1920'DISTANCE AND DIRECTION FROM NEAREST TOWN--INDPLS NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2016 ***********************************************************************
 JA2016  DESIGNATION -  GIBSON
 JA2016  PID         -  JA2016
 JA2016  STATE/COUNTY-  IN/GIBSON
 JA2016  COUNTRY     -  US
 JA2016  USGS QUAD   -  PRINCETON (2019)
 JA2016
 JA2016                         *CURRENT SURVEY CONTROL
 JA2016  ______________________________________________________________________
 JA2016* NAD 83(1997) POSITION- 38 17 22.44754(N) 087 34 02.25005(W)   ADJUSTED
 JA2016* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 JA2016  ______________________________________________________________________
 JA2016  GEOID HEIGHT    -        -31.438 (meters)                     GEOID18
 JA2016  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 JA2016  HORZ ORDER      -  SECOND
 JA2016
 JA2016.The horizontal coordinates were established by classical geodetic methods
 JA2016.and adjusted by the National Geodetic Survey in May 1999.
 JA2016
 JA2016.The orthometric height was scaled from a topographic map.
 JA2016
 JA2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2016.GEOID18 height accuracy estimate available here.
 JA2016
 JA2016.Click photographs - Photos may exist for this station.
 JA2016
 JA2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2016
 JA2016. The following values were computed from the NAD 83(1997) position.
 JA2016
 JA2016;                    North         East     Units Scale Factor Converg.
 JA2016;SPC IN W     -   337,745.659   857,661.728   MT  0.99998873   -0 17 59.6
 JA2016;SPC IN W     - 1,108,087.22  2,813,845.19   sFT  0.99998873   -0 17 59.6
 JA2016;UTM  16      - 4,238,096.254   450,389.599   MT  0.99963031   -0 21 05.5
 JA2016
 JA2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2016!SPC IN W     -   0.99998079  x   0.99998873  =   0.99996952
 JA2016!UTM  16      -   0.99998079  x   0.99963031  =   0.99961111
 JA2016
 JA2016:                Primary Azimuth Mark                     Grid Az
 JA2016:SPC IN W     -  GIBSON AZ MK                             358 14 12.3
 JA2016:UTM  16      -  GIBSON AZ MK                             358 17 18.2
 JA2016
 JA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5038938096(NAD 83)
 JA2016
 JA2016|---------------------------------------------------------------------|
 JA2016| PID    Reference Object                     Distance      Geod. Az  |
 JA2016|                                                           dddmmss.s |
 JA2016| CG7881 GIBSON RM 1                          14.638 METERS 00045     |
 JA2016| CG7882 GIBSON RM 2                          13.923 METERS 17903     |
 JA2016| CG7880 GIBSON AZ MK                                       3575612.7 |
 JA2016|---------------------------------------------------------------------|
 JA2016
 JA2016                          SUPERSEDED SURVEY CONTROL
 JA2016
 JA2016  NAD 83(1993)-  38 17 22.45397(N)    087 34 02.24965(W) AD(       ) 2
 JA2016  NAD 83(1986)-  38 17 22.45663(N)    087 34 02.25137(W) AD(       ) 2
 JA2016  NAD 27      -  38 17 22.29254(N)    087 34 02.16371(W) AD(       ) 2
 JA2016
 JA2016.Superseded values are not recommended for survey control.
 JA2016
 JA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2016.See file dsdata.pdf to determine how the superseded data were derived.
 JA2016
 JA2016_MARKER: DS = TRIANGULATION STATION DISK
 JA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2016_STAMPING: GIBSON 1967
 JA2016_MARK LOGO: CGS
 JA2016_PROJECTION: FLUSH
 JA2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2016+STABILITY: SURFACE MOTION
 JA2016
 JA2016  HISTORY     - Date     Condition        Report By
 JA2016  HISTORY     - 1967     MONUMENTED       CGS
 JA2016
 JA2016                          STATION DESCRIPTION
 JA2016
 JA2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2016'THE STATION IS LOCATED 4 MILES SOUTH OF PRINCETON, 2.5 MILES
 JA2016'NORTH-NORTHEAST OF FORT BRANCH AND ON THE EAST SIDE OF U S HIGHWAY 41.
 JA2016'
 JA2016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND U S
 JA2016'HIGHWAY 41 AT THE WEST EDGE OF PRINCETON, GO SOUTH ON U S HIGHWAY 41
 JA2016'FOR 4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON U S
 JA2016'41 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 JA2016'
 JA2016'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2016'
 JA2016'STATION MARK, STAMPED GIBSON 1967, IS SET FLUSH WITH THE GROUND
 JA2016'SURFACE.  IT IS 47 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 JA2016'OF TRAFFIC, 6 FEET SOUTHWEST OF A WITNESS POST AND 4 FEET WEST OF THE
 JA2016'WEST EDGE OF A CULTIVATED FIELD.
 JA2016'
 JA2016'RM 1, STAMPED GIBSON NO 1 1967, IS SET FLUSH WITH THE GROUND SURFACE.
 JA2016'IT IS 47 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 JA2016'TRAFFIC, 2 FEET WEST OF THE WEST EDGE OF THE CULTIVATED FIELD AND 1.5
 JA2016'FEET SOUTHWEST OF A WITNESS POST.
 JA2016'
 JA2016'RM 2, STAMPED GIBSON NO 2 1967, IS SET FLUSH WITH THE GROUND SURFACE.
 JA2016'IT IS 46 FEET EAST OF THE NORTHBOUND LANE OF TRAFFIC, 7.4 FEET WEST OF
 JA2016'THE WEST EDGE OF A CULTIVATED FIELD AND 2.3 FEET NORTHEAST OF A
 JA2016'WITNESS POST.
 JA2016'
 JA2016'AZ MK, STAMPED GIBSON 1967, PROJECTS 7 INCHES.  IT IS 56 FEET WEST OF
 JA2016'THE CENTERLINE OF THE SOUTHBOUND LANE OF TRAFFIC, 2.2 FEET SOUTH OF A
 JA2016'POWER POLE AND 2.2 FEET NORTHEAST OF A WITNESS POST.
 JA2016'
 JA2016'NOTE-NO MEASUREMENT BETWEEN MARKS.
 JA2016'
 JA2016'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2540 ***********************************************************************
 ME2540  DESIGNATION -  GIFFORD
 ME2540  PID         -  ME2540
 ME2540  STATE/COUNTY-  IN/JASPER
 ME2540  COUNTRY     -  US
 ME2540  USGS QUAD   -  GIFFORD (2019)
 ME2540
 ME2540                         *CURRENT SURVEY CONTROL
 ME2540  ______________________________________________________________________
 ME2540* NAD 83(1997) POSITION- 41 02 33.21249(N) 087 03 55.85648(W)   ADJUSTED
 ME2540* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 ME2540  ______________________________________________________________________
 ME2540  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 ME2540  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 ME2540  HORZ ORDER      -  THIRD
 ME2540
 ME2540.The horizontal coordinates were established by classical geodetic methods
 ME2540.and adjusted by the National Geodetic Survey in May 1999.
 ME2540
 ME2540.The orthometric height was scaled from a topographic map.
 ME2540
 ME2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2540.GEOID18 height accuracy estimate available here.
 ME2540
 ME2540.Click photographs - Photos may exist for this station.
 ME2540
 ME2540.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2540
 ME2540. The following values were computed from the NAD 83(1997) position.
 ME2540
 ME2540;                    North         East     Units Scale Factor Converg.
 ME2540;SPC IN W     -   643,284.555   901,498.076   MT  0.99996669   +0 00 42.1
 ME2540;SPC IN W     - 2,110,509.41  2,957,664.94   sFT  0.99996669   +0 00 42.1
 ME2540;UTM  16      - 4,543,483.602   494,493.576   MT  0.99960037   -0 02 34.9
 ME2540
 ME2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2540!SPC IN W     -   0.99997219  x   0.99996669  =   0.99993888
 ME2540!UTM  16      -   0.99997219  x   0.99960037  =   0.99957257
 ME2540
 ME2540:                Primary Azimuth Mark                     Grid Az
 ME2540:SPC IN W     -  GIFFORD AZ MK                            176 48 54.1
 ME2540:UTM  16      -  GIFFORD AZ MK                            176 52 11.1
 ME2540
 ME2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9449343483(NAD 83)
 ME2540
 ME2540|---------------------------------------------------------------------|
 ME2540| PID    Reference Object                     Distance      Geod. Az  |
 ME2540|                                                           dddmmss.s |
 ME2540| CM3550 GIFFORD RM 1                         26.600 METERS 16135     |
 ME2540| CM3549 GIFFORD AZ MK                                      1764936.2 |
 ME2540| CM3551 GIFFORD RM 2                         24.568 METERS 28115     |
 ME2540|---------------------------------------------------------------------|
 ME2540
 ME2540                          SUPERSEDED SURVEY CONTROL
 ME2540
 ME2540  NAD 83(1986)-  41 02 33.21671(N)    087 03 55.86728(W) AD(       ) 3
 ME2540  NAD 27      -  41 02 33.07680(N)    087 03 55.78460(W) AD(       ) 3
 ME2540
 ME2540.Superseded values are not recommended for survey control.
 ME2540
 ME2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2540.See file dsdata.pdf to determine how the superseded data were derived.
 ME2540
 ME2540_MARKER: DS = TRIANGULATION STATION DISK
 ME2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2540_STAMPING: GIFFORD 1952
 ME2540_MARK LOGO: CGS
 ME2540_PROJECTION: RECESSED 30 CENTIMETERS
 ME2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2540+STABILITY: SURFACE MOTION
 ME2540
 ME2540  HISTORY     - Date     Condition        Report By
 ME2540  HISTORY     - 1952     MONUMENTED       CGS
 ME2540
 ME2540                          STATION DESCRIPTION
 ME2540
 ME2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2540'STATION IS LOCATED ON THE PROPERTY OF TOY ARNETT WHICH IS ABOUT 8
 ME2540'MILES NORTHEAST OF RENSSELAER AND ABOUT 2 MILES SOUTH OF THE VILLAGE
 ME2540'OF GIFFORD.  IT IS 52 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 17
 ME2540'FEET SOUTHWEST OF A WHITE WITNESS POST AND 16 FEET SOUTH OF A FENCE.
 ME2540'THE MARK IS ABOUT 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ME2540'GIFFORD 1952.
 ME2540'
 ME2540'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.
 ME2540'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GIFFORD NO 1
 ME2540'1952.
 ME2540'
 ME2540'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 ME2540'ABOUT 6 INCHES AND THE DISK IS STAMPED GIFFORD NO 2 1952.
 ME2540'
 ME2540'AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 ME2540'NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1
 ME2540'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 ME2540'IS STAMPED GIFFORD 1952.
 ME2540'
 ME2540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 14,
 ME2540'WHICH IS ABOUT 6 MILES NORTH OF RENSSELAER, GO EAST ON HIGHWAY 14 FOR
 ME2540'4.4 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL
 ME2540'ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2540'CONTINUE NORTH ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT
 ME2540'AS DESCRIBED.
 ME2540'
 ME2540'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2166 ***********************************************************************
 LB2166  DESIGNATION -  GILBOA
 LB2166  PID         -  LB2166
 LB2166  STATE/COUNTY-  IN/BENTON
 LB2166  COUNTRY     -  US
 LB2166  USGS QUAD   -  MOUNT GILBOA (2019)
 LB2166
 LB2166                         *CURRENT SURVEY CONTROL
 LB2166  ______________________________________________________________________
 LB2166* NAD 83(1997) POSITION- 40 41 29.34878(N) 087 09 13.20203(W)   ADJUSTED
 LB2166* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 LB2166  ______________________________________________________________________
 LB2166  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB2166  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LB2166  HORZ ORDER      -  THIRD
 LB2166
 LB2166.The horizontal coordinates were established by classical geodetic methods
 LB2166.and adjusted by the National Geodetic Survey in May 1999.
 LB2166
 LB2166.The orthometric height was scaled from a topographic map.
 LB2166
 LB2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2166.GEOID18 height accuracy estimate available here.
 LB2166
 LB2166.Click photographs - Photos may exist for this station.
 LB2166
 LB2166.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2166
 LB2166. The following values were computed from the NAD 83(1997) position.
 LB2166
 LB2166;                    North         East     Units Scale Factor Converg.
 LB2166;SPC IN W     -   604,300.926   894,055.136   MT  0.99996710   -0 02 45.1
 LB2166;SPC IN W     - 1,982,610.62  2,933,245.89   sFT  0.99996710   -0 02 45.1
 LB2166;UTM  16      - 4,504,521.327   487,016.276   MT  0.99960207   -0 06 00.7
 LB2166
 LB2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2166!SPC IN W     -   0.99996903  x   0.99996710  =   0.99993613
 LB2166!UTM  16      -   0.99996903  x   0.99960207  =   0.99957111
 LB2166
 LB2166:                Primary Azimuth Mark                     Grid Az
 LB2166:SPC IN W     -  GILBOA AZ MK                             282 19 27.3
 LB2166:UTM  16      -  GILBOA AZ MK                             282 22 42.9
 LB2166
 LB2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8701604521(NAD 83)
 LB2166
 LB2166|---------------------------------------------------------------------|
 LB2166| PID    Reference Object                     Distance      Geod. Az  |
 LB2166|                                                           dddmmss.s |
 LB2166| CM3555 GILBOA RM 1                           6.795 METERS 00314     |
 LB2166| CM3556 GILBOA RM 2                          14.440 METERS 26912     |
 LB2166| CM3554 GILBOA AZ MK                                       2821642.2 |
 LB2166|---------------------------------------------------------------------|
 LB2166
 LB2166                          SUPERSEDED SURVEY CONTROL
 LB2166
 LB2166  NAD 83(1986)-  40 41 29.35509(N)    087 09 13.21258(W) AD(       ) 3
 LB2166  NAD 27      -  40 41 29.21510(N)    087 09 13.16900(W) AD(       ) 3
 LB2166
 LB2166.Superseded values are not recommended for survey control.
 LB2166
 LB2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2166.See file dsdata.pdf to determine how the superseded data were derived.
 LB2166
 LB2166_MARKER: DS = TRIANGULATION STATION DISK
 LB2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2166_STAMPING: GILBOA 1955
 LB2166_MARK LOGO: CGS
 LB2166_PROJECTION: FLUSH
 LB2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2166+STABILITY: SURFACE MOTION
 LB2166
 LB2166  HISTORY     - Date     Condition        Report By
 LB2166  HISTORY     - 1955     MONUMENTED       CGS
 LB2166
 LB2166                          STATION DESCRIPTION
 LB2166
 LB2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2166'STATION IS LOCATED ABOUT 5 MILES SOUTH OF REMINGTON AND 0.1 MILE
 LB2166'SOUTH OF THE GILBOA TOWNSHIP SCHOOL ON THE EAST SIDE OF A
 LB2166'NORTH-SOUTH ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS 19 FEET EAST OF
 LB2166'THE CENTER OF BLACKTOPPED ROAD, 6 FEET SOUTHWEST OF A WHITE
 LB2166'WITNESS POST, 4 FEET NORTH OF A POWER LINE POLE AND 3 FEET WEST
 LB2166'OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GILBOA
 LB2166'1955.
 LB2166'
 LB2166'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF BLACKTOPPED
 LB2166'ROAD AND 1 FOOT WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2166'IS STAMPED GILBOA NO 1 1955.
 LB2166'
 LB2166'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTER OF BLACKTOPPED
 LB2166'ROAD AND 1 FOOT EAST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2166'IS STAMPED GILBOA NO 2 1955.
 LB2166'
 LB2166'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF BLACKTOPPED ROAD,
 LB2166'1 FOOT SOUTH OF FENCE LINE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS
 LB2166'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 LB2166'GILBOA 1955.
 LB2166'
 LB2166'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN NORTH-SOUTH STREET
 LB2166'AND U. S. HIGHWAY 24 IN REMINGTON, GO WEST ON HIGHWAY 24 FOR 0.1
 LB2166'MILE TO CROSS STREET WITH GAS STATIONS ON THREE CORNERS, TURN LEFT
 LB2166'AND GO SOUTH ON BLACKTOPPED ROAD FOR 4.9 MILES TO CROSSROAD AND
 LB2166'GILBOA TOWNSHIP SCHOOL IN THE NORTHWEST ANGLE, CONTINUE SOUTH
 LB2166'ON BLACKTOPPED ROAD FOR 0.1 MILE TO THE STATION ON THE EAST SIDE AS
 LB2166'DESCRIBED.
 LB2166'
 LB2166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE TO
 LB2166'CROSSROAD, TURN LEFT AND GO WEST ON BLACKTOPPED ROAD FOR 0.5 MILE TO
 LB2166'THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED.
 LB2166'
 LB2166'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2352 ***********************************************************************
 LB2352  DESIGNATION -  GILEAD
 LB2352  PID         -  LB2352
 LB2352  STATE/COUNTY-  IN/MIAMI
 LB2352  COUNTRY     -  US
 LB2352  USGS QUAD   -  DEEDSVILLE (2019)
 LB2352
 LB2352                         *CURRENT SURVEY CONTROL
 LB2352  ______________________________________________________________________
 LB2352* NAD 83(1997) POSITION- 40 58 02.82804(N) 086 01 08.63864(W)   ADJUSTED
 LB2352* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 LB2352  ______________________________________________________________________
 LB2352  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 LB2352  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LB2352  HORZ ORDER      -  SECOND
 LB2352
 LB2352.The horizontal coordinates were established by classical geodetic methods
 LB2352.and adjusted by the National Geodetic Survey in May 1999.
 LB2352
 LB2352.The orthometric height was scaled from a topographic map.
 LB2352
 LB2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2352.GEOID18 height accuracy estimate available here.
 LB2352
 LB2352.Click photographs - Photos may exist for this station.
 LB2352
 LB2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2352
 LB2352. The following values were computed from the NAD 83(1997) position.
 LB2352
 LB2352;                    North         East     Units Scale Factor Converg.
 LB2352;SPC IN E     -   635,003.578    70,337.174   MT  0.99997749   -0 13 51.8
 LB2352;SPC IN E     - 2,083,340.91    230,764.55   sFT  0.99997749   -0 13 51.8
 LB2352;UTM  16      - 4,535,607.226   582,539.171   MT  0.99968385   +0 38 35.4
 LB2352
 LB2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2352!SPC IN E     -   0.99996456  x   0.99997749  =   0.99994205
 LB2352!UTM  16      -   0.99996456  x   0.99968385  =   0.99964842
 LB2352
 LB2352:                Primary Azimuth Mark                     Grid Az
 LB2352:SPC IN E     -  GILEAD AZ MK                             031 10 08.5
 LB2352:UTM  16      -  GILEAD AZ MK                             030 17 41.3
 LB2352
 LB2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8253935607(NAD 83)
 LB2352
 LB2352|---------------------------------------------------------------------|
 LB2352| PID    Reference Object                     Distance      Geod. Az  |
 LB2352|                                                           dddmmss.s |
 LB2352| CC9224 GILEAD AZ MK                                       0305616.7 |
 LB2352| CC9225 GILEAD RM 1                          31.562 METERS 08332     |
 LB2352| CC9226 GILEAD RM 2                          28.462 METERS 35249     |
 LB2352|---------------------------------------------------------------------|
 LB2352
 LB2352                          SUPERSEDED SURVEY CONTROL
 LB2352
 LB2352  NAD 83(1986)-  40 58 02.83324(N)    086 01 08.64945(W) AD(       ) 2
 LB2352  NAD 27      -  40 58 02.67300(N)    086 01 08.67260(W) AD(       ) 2
 LB2352
 LB2352.Superseded values are not recommended for survey control.
 LB2352
 LB2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2352.See file dsdata.pdf to determine how the superseded data were derived.
 LB2352
 LB2352_MARKER: DS = TRIANGULATION STATION DISK
 LB2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2352_STAMPING: GILEAD 1947
 LB2352_MARK LOGO: CGS
 LB2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2352+STABILITY: SURFACE MOTION
 LB2352
 LB2352  HISTORY     - Date     Condition        Report By
 LB2352  HISTORY     - 1947     MONUMENTED       CGS
 LB2352
 LB2352                          STATION DESCRIPTION
 LB2352
 LB2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2352'STATION IS LOCATED 0.1 MILE SOUTH OF THE PERRY TOWNSHIP SCHOOL IN
 LB2352'GILEAD ON THE WEST SIDE OF STATE HIGHWAY NO. 19.  IT IS 80 FEET WEST
 LB2352'OF THE CENTER OF HIGHWAY, 40 FEET WEST OF THE CENTER OF A POWER
 LB2352'LINE POLE, 12 FEET EAST OF A FENCELINE AND 11 FEET EAST OF A WHITE
 LB2352'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2352'STAMPED GILEAD 1947.
 LB2352'
 LB2352'REFERENCE MARK NO. 1 IS 103.55 FEET EAST OF THE STATION.  IT IS 25
 LB2352'FEET EAST OF THE CENTER OF HIGHWAY AND 1 FOOT WEST OF A FENCELINE.
 LB2352'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GILEAD NO
 LB2352'1 1947.
 LB2352'
 LB2352'REFERENCE MARK NO. 2 IS 93.38 FEET NORTH OF THE STATION.  IT IS 90
 LB2352'FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT EAST OF A FENCELINE.
 LB2352'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GILEAD NO
 LB2352'2 1947.
 LB2352'
 LB2352'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 40 FEET
 LB2352'SOUTHWEST OF THE SOUTHWEST CORNER OF WHITE HOUSE, 23 FEET NORTH OF
 LB2352'THE CENTER OF PAVED ROAD, 10 FEET WEST OF THE CENTER OF DRIVEWAY, 3
 LB2352'FEET WEST OF A CONCRETE FENCE POST AND 3 FEET EAST OF A WHITE
 LB2352'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2352'STAMPED GILEAD 1947.
 LB2352'
 LB2352'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY NO.
 LB2352'19 FOR 0.1 MILE TO A PAVED CROSS ROAD, TURN RIGHT (EAST) AND GO 0.2
 LB2352'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2352'
 LB2352'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3336 ***********************************************************************
 JZ3336  DESIGNATION -  GLASGOW
 JZ3336  PID         -  JZ3336
 JZ3336  STATE/COUNTY-  IN/RIPLEY
 JZ3336  COUNTRY     -  US
 JZ3336  USGS QUAD   -  VERSAILLES (2019)
 JZ3336
 JZ3336                         *CURRENT SURVEY CONTROL
 JZ3336  ______________________________________________________________________
 JZ3336* NAD 83(1997) POSITION- 39 06 18.59380(N) 085 17 49.61700(W)   ADJUSTED
 JZ3336* NAD 83(1997) ELLIP HT-   267.497 (meters)        (05/25/99)   ADJUSTED
 JZ3336* NAVD 88 ORTHO HEIGHT -   301.5   (meters)      989.    (feet) VERTCON3
 JZ3336  ______________________________________________________________________
 JZ3336  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 JZ3336  NAD 83(1997) X  -    406,350.582 (meters)                     COMP
 JZ3336  NAD 83(1997) Y  - -4,939,493.086 (meters)                     COMP
 JZ3336  NAD 83(1997) Z  -  4,001,552.209 (meters)                     COMP
 JZ3336  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 JZ3336  HORZ ORDER      -  FIRST
 JZ3336  ELLP ORDER      -  FOURTH    CLASS I
 JZ3336
 JZ3336.The horizontal coordinates were established by classical geodetic methods
 JZ3336.and adjusted by the National Geodetic Survey in May 1999.
 JZ3336
 JZ3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3336
 JZ3336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3336.GEOID18 height accuracy estimate available here.
 JZ3336
 JZ3336.Click photographs - Photos may exist for this station.
 JZ3336
 JZ3336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3336
 JZ3336.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3336
 JZ3336.The ellipsoidal height was determined by GPS observations
 JZ3336.and is referenced to NAD 83.
 JZ3336
 JZ3336. The following values were computed from the NAD 83(1997) position.
 JZ3336
 JZ3336;                    North         East     Units Scale Factor Converg.
 JZ3336;SPC IN E     -   428,235.965   131,964.397   MT  0.99997924   +0 13 59.1
 JZ3336;SPC IN E     - 1,404,970.83    432,953.19   sFT  0.99997924   +0 13 59.1
 JZ3336;UTM  16      - 4,329,827.304   647,241.676   MT  0.99986695   +1 04 27.4
 JZ3336
 JZ3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3336!SPC IN E     -   0.99995803  x   0.99997924  =   0.99993727
 JZ3336!UTM  16      -   0.99995803  x   0.99986695  =   0.99982499
 JZ3336
 JZ3336:                Primary Azimuth Mark                     Grid Az
 JZ3336:SPC IN E     -  GLASGOW AZ MK                            007 47 42.5
 JZ3336:UTM  16      -  GLASGOW AZ MK                            006 57 14.2
 JZ3336
 JZ3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4724129827(NAD 83)
 JZ3336
 JZ3336|---------------------------------------------------------------------|
 JZ3336| PID    Reference Object                     Distance      Geod. Az  |
 JZ3336|                                                           dddmmss.s |
 JZ3336| JZ3333 OSGOOD MUNICIPAL TANK               APPROX. 2.5 KM 0035455.2 |
 JZ3336| CC9227 GLASGOW AZ MK                                      0080141.6 |
 JZ3336| JZ3334 OSGOOD ST JOHNS CATH CH SPIRE       APPROX. 3.2 KM 0130206.4 |
 JZ3336| JZ1878 GLASGOW RM 1                         23.150 METERS 09125     |
 JZ3336| JZ1879 GLASGOW RM 2                        171.260 METERS 17321     |
 JZ3336|---------------------------------------------------------------------|
 JZ3336
 JZ3336                          SUPERSEDED SURVEY CONTROL
 JZ3336
 JZ3336  NAD 83(1995)-  39 06 18.59515(N)    085 17 49.61604(W) AD(       ) 1
 JZ3336  NAD 83(1993)-  39 06 18.59671(N)    085 17 49.61913(W) AD(       ) 1
 JZ3336  NAD 83(1986)-  39 06 18.59533(N)    085 17 49.61914(W) AD(       ) 1
 JZ3336  NAD 27      -  39 06 18.40400(N)    085 17 49.76100(W) AD(       ) 1
 JZ3336  USSD        -  39 06 18.56700(N)    085 17 49.59200(W) AD(       ) 3
 JZ3336  NGVD 29 (02/23/89)  301.7    (m)  RAPSU86  model used  GPS OBS        
 JZ3336  NGVD 29             303.21   (m)          994.8    (f) LEVELING    3  
 JZ3336
 JZ3336.Superseded values are not recommended for survey control.
 JZ3336
 JZ3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3336.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3336
 JZ3336_MARKER: DS = TRIANGULATION STATION DISK
 JZ3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3336_STAMPING: GLASGOW 1890
 JZ3336_MARK LOGO: CGS
 JZ3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3336+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1988
 JZ3336
 JZ3336  HISTORY     - Date     Condition        Report By
 JZ3336  HISTORY     - 1890     MONUMENTED       CGS
 JZ3336  HISTORY     - 1906     SEE DESCRIPTION  CGS
 JZ3336  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JZ3336  HISTORY     - 1935     GOOD             CGS
 JZ3336  HISTORY     - 1939     GOOD             CGS
 JZ3336  HISTORY     - 19860720 GOOD             NGS
 JZ3336  HISTORY     - 19880702 GOOD             NGS
 JZ3336
 JZ3336                          STATION DESCRIPTION
 JZ3336
 JZ3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (ATM)
 JZ3336'ABOUT 1-1/4 MILES SOUTH OF THE TOWN OF OSGOOD, ON THE WEST SIDE OF
 JZ3336'THE CONTINUATION OF THE ROAD TO ASHMAN AND GLASGOW QUARRIES, ON
 JZ3336'LAND BELONGING TO JASPER S. BILBY OF THE U. S. COAST AND GEODETIC
 JZ3336'SURVEY. THE STATION IS IN THE SE 1/4 SE 1/4 SEC. 28,T. 8 N., R.
 JZ3336'11 E., 178.0 METERS NORTH AND 28.7 METERS WEST OF THE STONE MARKING
 JZ3336'THE SOUTHEAST CORNER OF THE SECTION. THE STATION IS MARKED BY A
 JZ3336'NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE 6 INCHES IN
 JZ3336'DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED WITH CONCRETE
 JZ3336'AND SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 JZ3336'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 JZ3336'SURFACE.  THE REFERENCE MARKS ARE LOCATED AS FOLLOWS-WEST SIDE
 JZ3336'OF ROAD 30.63 METERS FROM THE STATION, N 86 DEG 45 MIN E,
 JZ3336'WEST SIDE OF ROAD 22.96 METERS, S 88 DEG 23 MIN E, EAST
 JZ3336'SIDE OF ROAD 34.43 METERS, S 88 DEG 23 MIN E, AND WEST SIDE
 JZ3336'OF ROAD 27.94 METERS FROM THE STATION, S 51 DEG 17 MIN E.
 JZ3336'FIVE TONS OF STONES WERE USED IN ANCHORING THE LEGS OF THE
 JZ3336'TRIPOD AND SCAFFOLD.
 JZ3336
 JZ3336                          STATION RECOVERY (1935)
 JZ3336
 JZ3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ3336'FOR-ON THE WEST SIDE OF THE CONTINUATION OF THE ROAD TO THE ASHMAN
 JZ3336'AND GLASGOW QUARRIES-USE,-ON THE WEST SIDE
 JZ3336'OF THE GRAVEL PIKE LEADING SOUTH PAST THE ASHMAN AND GLASGOW
 JZ3336'QUARRIES.
 JZ3336'
 JZ3336'FOUND ONE OF THE ORIGINAL MARKERS ON EAST SIDE OF ROAD, 34.43 METERS
 JZ3336'AZIMUTH 271 DEG 37 MIN. ALL OTHERS DESTROYED.  THERE IS NO
 JZ3336'SURFACE MARKER FOR THE STATION, EXCEPT A COVERING OF SAND AND GRAVEL
 JZ3336'FILLING. TWO MARKERS WITH STANDARD DISKS NOW MARK THE STATION
 JZ3336'BOTH IN THE FENCE LINE ON WEST SIDE OF ROAD.
 JZ3336'
 JZ3336'REACHED FROM OSGOOD VIA TO THE STREET SOUTH FROM THE POST OFFICE
 JZ3336'CORNER TO END OF STREET THEN WEST ABOUT 3 CITY BLOCKS, THEN
 JZ3336'SOUTH ABOUT 1-1/2 MILE TO AN UNUSED ROAD LEADING WEST.  ONE OF THE NEW
 JZ3336'STATION MARKERS STANDS IN THE NORTHWEST CORNER OF THIS ROAD
 JZ3336'INTERSECTION.  IT IS ABOUT 3 FEET ABOVE GROUND AND ABOUT 18 INCHES
 JZ3336'INSIDE THE FENCE CORNER.
 JZ3336
 JZ3336                          STATION RECOVERY (1935)
 JZ3336
 JZ3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ3336'THE RECOVERY NOTES BY MR. R. P. HOOVER SHOULD BE DISCARDED.  MR.
 JZ3336'HOOVER DID NOT RECOVER THE STATION MARK. HIS DESCRIPTION
 JZ3336'OF THE STATION MARK IS ERRONEOUS.  ALSO THE OLD ASHMAN AND GLASGOW
 JZ3336'QUARRIES WERE CLOSED SOME 35 YEARS AGO.  THE OLD ROAD REFERRED
 JZ3336'TO IN THE ORIGINAL DESCRIPTION AS THE CONTINUATION OF THE ROAD TO THE
 JZ3336'ASHMAN AND GLASGOW QUARRIES IS NOW KNOWN AS THE OSGOOD-TANGLEWOOD
 JZ3336'PIKE.  THE OLD ASHMAN-GLASGOW QUARRIES WERE NORTHWEST OF THE
 JZ3336'TRIANGULATION STATION, NOT SOUTH AS REFERRED TO BY HOOVER.
 JZ3336'
 JZ3336'MR. HOOVER STATES THERE IS NO SURFACE MARK FOR THE STATION EXCEPT A
 JZ3336'COVERING OF SAND AND GRAVEL. THIS IS ERRONEOUS.  THE SURFACE MARK
 JZ3336'IS A STANDARD TABLET STATION MARK 12 INCHES BELOW THE SURFACE OF THE
 JZ3336'GROUND, SET IN A BLOCK OF CONCRETE 2 FEET SQUARE AND 18
 JZ3336'INCHES THICK-MR. HOOVER DID NOT UNCOVER THE STATION MARK AND MADE NO
 JZ3336'MEASUREMENTS TO REFERENCE MARKS.
 JZ3336'
 JZ3336'A NEW DESCRIPTION FOLLOWS-
 JZ3336'
 JZ3336'ABOUT 1/4 MILE SOUTH BY WEST OF THE TOWN OF OSGOOD, ON WEST SIDE OF
 JZ3336'THE OSGOOD-TANGLEWOOD PIKE, ON LAND BELONGING TO JASPER S.
 JZ3336'BILBY OF THE U.S. COAST AND GEODETIC SURVEY.  THE STATION IS IN A
 JZ3336'CULTIVATED FIELD ABOUT 0.3 MILE SOUTH OF THE FARM BUILDINGS. IN
 JZ3336'THE SE 1/4 SE 1/4 OF SEC. 28, T. 8 N., R. 11 E., 178.0 METERS NORTH
 JZ3336'AND 28.7 METERS WEST OF THE STONE MARKING THE SOUTHEAST CORNER OF
 JZ3336'THE SECTION.
 JZ3336'
 JZ3336'TO REACH FROM OSGOOD POST OFFICE, GO SOUTHWEST 1/4 MILE TO ROAD
 JZ3336'LEADING SOUTH CROSSING THE RAILROAD.  THEN SOUTH 1.0 MILE TO THE
 JZ3336'BILBY FARM AND STATION.
 JZ3336'
 JZ3336'IN 1923 I REMARKED THIS STATION AND TRANSMITTED A DESCRIPTION OF THE
 JZ3336'NEW MARKING TO THE WASHINGTON OFFICE.
 JZ3336'
 JZ3336'THE STATION WAS RE-MARKED IN 1923 AS FOLLOWS- THE UNDERGROUND MARK IS
 JZ3336'A STANDARD TABLET STATION MARK STAMPED GLASGOW 1890, SET IN A
 JZ3336'BLOCK OF CONCRETE 12-BY 12-INCHES SQUARE, 8 INCHES THICK AND 34
 JZ3336'INCHES BELOW THE SURFACE OF THE GROUND. THE SURFACE MARK IS
 JZ3336'A STANDARD TABLET STATION MARK STAMPED GLASGOW 1890, SET IN THE TOP
 JZ3336'CENTER OF A BLOCK OF CONCRETE 24 INCHES SQUARE BY 18 INCHES
 JZ3336'THICK. THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND. THERE
 JZ3336'IS ONE OLD REFERENCE MARK 1890 AND TWO NEW REFERENCE MARKS SET
 JZ3336'1923.
 JZ3336'
 JZ3336'THE OLD REFERENCE MARK 1890 IS A 4-INCH TILE FILLED WITH CONCRETE. IT
 JZ3336'IS ON EAST SIDE OF ROAD, 5.65 METERS EAST FROM CENTER LINE OF THE
 JZ3336'ROAD, 1.0 METER EAST OF THE ROAD FENCE, AND 34.43 METERS,
 JZ3336'S 88 DEG 23 MIN E, FROM THE STATION.  THE MARK PROJECTS 6 INCHES
 JZ3336'ABOVE THE SURFACE OF THE GROUND. R.M. NO.1 1923 IS A STANDARD TABLET
 JZ3336'REFERENCE MARK STAMPED GLASGOW 1890 NO.1 SET IN TOP OF A
 JZ3336'CONCRETE POST 12X12 INCHES SQUARE ON TOP, 18 INCHES SQUARE ON TOP, 18
 JZ3336'INCHES SQUARE AT THE BOTTOM AND 3 FEET LONG. IT PROJECTS 6 INCHES
 JZ3336'ABOVE THE SURFACE OF THE GROUND. IT IS ON THE WEST SIDE OF THE
 JZ3336'ROAD 5.6 METERS WEST FROM CENTER LINE OF THE ROAD, ONE FOOT WEST OF
 JZ3336'THE ROAD FENCE, 23.17 METERS, S 88 DEG 27 MIN E, FROM
 JZ3336'THE STATION. R.M. NO.2 1923 IS A STANDARD TABLET REFERENCE MARK
 JZ3336'STAMPED GLASGOW 1890, SET IN TOP OF A CONCRETE SHAFT 3-1/2 FEET
 JZ3336'LONG, 18 INCHES SQUARE AT THE BASE AND 12 INCHES SQUARE ON TOP. THIS
 JZ3336'SHAFT OF CONCRETE SITS ON A CONCRETE BASE 2 FEET SQUARE BY 2 FEET
 JZ3336'THICK. THE TOP OF THE CONCRETE BASE IS 6 INCHES BELOW THE SURFACE,
 JZ3336'AND TOP OF THE SHAFT IS 3 FEET ABOVE THE SURFACE OF THE GROUND. THE
 JZ3336'MARK IS IN THE SOUTHEAST CORNER OF THE FIELD, 9.80 METERS
 JZ3336'NORTHWEST OF THE SECTION-CORNER STONE, 7.20 METERS WEST FROM CENTER
 JZ3336'LINE OF NORTH-AND-SOUTH ROAD, 1.8 METERS WEST OF ROAD FENCE, 6.60
 JZ3336'METERS NORTH FROM CENTER LINE OF EAST-AND-WEST ROAD, 1.4 METERS NORTH
 JZ3336'OF ROAD FENCE, 171.01 METERS, S 06 DEG 33 MIN E, FROM
 JZ3336'THE STATION. DISTANCE FROM STATION TO CENTER LINE OF NORTH-AND
 JZ3336'-SOUTH SECTION-LINE ROAD IS 28.70 METERS, TO CENTER LINE OF
 JZ3336'EAST-AND-WEST SECTION-LINE ROAD 178.0 METERS.
 JZ3336
 JZ3336                          STATION RECOVERY (1939)
 JZ3336
 JZ3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3336'THIS STATION IS LOCATED ABOUT 1.25 MILES SOUTH-SOUTHWEST OF OSGOOD
 JZ3336'ON THE WEST SIDE OF A GRAVEL ROAD, IN THE SE 1/4 SE 1/4 OF
 JZ3336'SEC. 28, T. 8 N., R. 11 E., ON THE PROPERTY BELONGING TO MR. J. S.
 JZ3336'BILBY. THE STATION MARK WHICH IS STAMPED GLASGOW 1890 IS SET IN A
 JZ3336'CULTIVATED FIELD, 0.3 MILE SOUTH OF MR. BILBYS FARM BUILDINGS, 76
 JZ3336'FEET WEST OF THE FENCE LINE, 93 FEET WEST OF THE CENTER LINE OF
 JZ3336'THE ROAD, 584 FEET NORTH AND 94 FEET WEST OF THE SOUTHEAST SECTION
 JZ3336'CORNER. THE MARK IS SET 12 INCHES BELOW THE SURFACE. THE STATION
 JZ3336'AND R.MS RE-MARKED BY J. S. BILBY IN 1923.
 JZ3336'
 JZ3336'R.M. NO.1 IS EAST OF THE STATION, SET IN THE FENCE LINE, 1
 JZ3336'FOOT WEST OF THE FENCE LINE. IT PROJECTS 6 INCHES. THE MARK
 JZ3336'IS STAMPED GLASGOW 1890 NO.1.
 JZ3336'
 JZ3336'R.M. NO.2 IS SOUTH-SOUTHEAST OF THE STATION, SET IN THE
 JZ3336'SOUTHEAST CORNER OF THE FIELD. IT IS A STANDARD REFERENCE
 JZ3336'MARK SET IN A CONCRETE BLOCK WHICH PROJECTS 3.5 FEET. IT IS 23 FEET
 JZ3336'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 6 FEET WEST OF THE
 JZ3336'FENCE LINE. THE MARK IS STAMPED GLASGOW 1890.
 JZ3336'
 JZ3336'A NEW AZIMUTH MARK WAS SET 1.0 MILE NNE OF THE STATION. IT IS SET IN
 JZ3336'A FILL AT THE ROCK QUARRY, 250 FT. W OF THE CRUSHER, 27 FT. S
 JZ3336'OF THE QUARRY ROAD, 21.5 FT. WSW OF A TWIN POPLAR TREE. THE MARK IS
 JZ3336'STAMPED GLASGOW 1939. IT PROJECTS 10 INCHES.
 JZ3336'
 JZ3336'TO REACH THE STATION FROM THE POST OFFICE IN OSGOOD, GO SOUTHWEST FOR
 JZ3336'0.25 MILE TO THE SOUTH RAILROAD CROSSING, TURN SOUTH ON THE
 JZ3336'GRAVEL ROAD, AND GO 1.0 MILE TO THE BILBY FARM ON THE RIGHT. CONTINUE
 JZ3336'0.3 MILE TO THE STATION.
 JZ3336'
 JZ3336'THE OLD REFERENCE MARK 1890 HAS BEEN DESTROYED.
 JZ3336
 JZ3336                          STATION RECOVERY (1986)
 JZ3336
 JZ3336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 JZ3336'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JZ3336'CONDITION.  REFERENCE MARK 1 HAS BEEN HIT BY MACHINERY, PROBABLY WHILE
 JZ3336'DITCH WAS BEING DUG ALONG SIDE AND THE MARK LEANS TOWARD THE STATION.
 JZ3336'THE DISTANCE TO THIS MARK DIFFERS BY 0.66 METERS (2.17 FT) AND THE
 JZ3336'ANGLE BETWEEN THE TWO REFERENCE MARKS DIFFER BY 06 MINUTES, 45.17
 JZ3336'SECONDS.  THE AZIMUTH MARK WAS NOT FOUND.  THE DISTANCE TO REFERENCE
 JZ3336'MARK 2 WAS MEASURED WITH EDM AND A POSITION WAS WORKED ON THIS POINT
 JZ3336'TO USE FOR G.P.S WORK.  THE PROPERTY IS NOW OWNED BY MR SAM ROW OF 605
 JZ3336'W ECKERT STREET, OSGOOD, INDIANA 47037.  A NEW TO REACH FOLLOWS.  TO
 JZ3336'REACH FROM THE POST OFFICE IN OSGOOD, INDIANA, GO SOUTH ON WALNUT
 JZ3336'STREET FOR 0.08 KM, (0.05 MI) 0.05 MILE (0.08 KM) TO W RAILROAD
 JZ3336'AVENUE.  TURN RIGHT AND GO WEST FOR 0.48 KM, (0.30 MI) 0.3 MILE (0.5
 JZ3336'KM) TO A SIDEROAD LEFT, TANGLEWOOD PIKE.  TURN LEFT, CROSSING RAILROAD
 JZ3336'TRACKS AND BEARING OFF RIGHT ON TAGLEWOOD PIKE GOING SOUTH FOR 2.33
 JZ3336'KM, (1.45 MI) 1.45 MILES (2.33 KM) TO STATION ON RIGHT IN A CULTIVATED
 JZ3336'FIELD.
 JZ3336
 JZ3336                          STATION RECOVERY (1988)
 JZ3336
 JZ3336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ3336'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHWEST OF
 JZ3336'OSGOOD IN CULTIVATED FIELD.  OWNERSHIP--MR. SAM ROW, PO BOX 215,
 JZ3336'OSGOOD, IN 47037, PHONE 812-689-4092.  THE PROPERTY IS LEASED BY
 JZ3336'KEITH ETHERL, PHONE 812-852-4438.
 JZ3336'TO REACH THE STATION FROM THE POST OFFICE IN OSGOOD, GO SOUTH ON
 JZ3336'WALNUT STREET FOR 0.1 KM (0.05 MI) TO A CROSS STREET, RAILROAD
 JZ3336'AVENUE.  TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) TO A SIDE ROAD
 JZ3336'LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS, AND BEAR RIGHT ON
 JZ3336'TANGLEWOOD PIKE AND GO 2.4 KM (1.50 MI) TO RM 1 ON THE RIGHT ON WEST
 JZ3336'EDGE OF DITCH AND THE STATION IN A CULTIVATED FIELD.
 JZ3336'THE STATION IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 JZ3336'STAMPED---GLASGOW 1890---, SET IN THE TOP OF A 30 CM IN DIAMETER
 JZ3336'CONCRETE POST THAT IS 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.
 JZ3336'LOCATED 39.9 M (130.9 FT) NORTHWEST FROM THE CENTER OF THE NORTHWEST
 JZ3336'EDGE OF CONCRETE CULVERT, 33.2 M (108.9 FT) WEST-NORTHWEST FROM A
 JZ3336'UTILITY POLE, 28.3 M (92.8 FT)WEST FROM CENTER OF ROAD AND 23.1 M
 JZ3336'(75.8 FT) WEST OF RM 1.
 JZ3336'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3336'DESCRIBED BY L.D. ACRES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1878 ***********************************************************************
 JZ1878  DESIGNATION -  GLASGOW RM 1
 JZ1878  PID         -  JZ1878
 JZ1878  STATE/COUNTY-  IN/RIPLEY
 JZ1878  COUNTRY     -  US
 JZ1878  USGS QUAD   -  VERSAILLES (2019)
 JZ1878
 JZ1878                         *CURRENT SURVEY CONTROL
 JZ1878  ______________________________________________________________________
 JZ1878* NAD 83(1986) POSITION- 39 06 18.57   (N) 085 17 48.65   (W)   HD_HELD1
 JZ1878* NAVD 88 ORTHO HEIGHT -   302.005 (meters)      990.83  (feet) POSTED
 JZ1878  ______________________________________________________________________
 JZ1878  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 JZ1878  DYNAMIC HEIGHT  -        301.81  (meters)      990.2   (feet) COMP
 JZ1878  MODELED GRAVITY -    979,972.4   (mgal)                       NAVD 88
 JZ1878
 JZ1878  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1878
 JZ1878.The horizontal coordinates were determined by differentially corrected
 JZ1878.hand held GPS observations or other comparable positioning techniques
 JZ1878.and have an estimated accuracy of +/- 3 meters.
 JZ1878
 JZ1878.The orthometric height was determined by differential leveling
 JZ1878.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1878
 JZ1878.* This is a POSTED BENCH MARK height.
 JZ1878
 JZ1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1878.GEOID18 height accuracy estimate available here.
 JZ1878
 JZ1878.Click photographs - Photos may exist for this station.
 JZ1878
 JZ1878.The dynamic height is computed by dividing the NAVD 88
 JZ1878.geopotential number by the normal gravity value computed on the
 JZ1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1878.degrees latitude (g = 980.6199 gals.).
 JZ1878
 JZ1878.The modeled gravity was interpolated from observed gravity values.
 JZ1878
 JZ1878;                    North         East    Units  Estimated Accuracy
 JZ1878;SPC IN E     -   428,235.3     131,987.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1878
 JZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4726429827(NAD 83)
 JZ1878
 JZ1878                          SUPERSEDED SURVEY CONTROL
 JZ1878
 JZ1878  NGVD 29 (??/??/92)  302.143  (m)          991.28   (f) ADJ UNCH    1 2
 JZ1878
 JZ1878.Superseded values are not recommended for survey control.
 JZ1878
 JZ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1878.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1878
 JZ1878_MARKER: DR = REFERENCE MARK DISK
 JZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1878_STAMPING: GLASGOW 1890 NO 1
 JZ1878_MARK LOGO: CGS
 JZ1878_PROJECTION: FLUSH
 JZ1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1878+STABILITY: SURFACE MOTION
 JZ1878
 JZ1878  HISTORY     - Date     Condition        Report By
 JZ1878  HISTORY     - 1923     MONUMENTED       CGS
 JZ1878  HISTORY     - 1938     GOOD             CGS
 JZ1878  HISTORY     - 20140614 MARK NOT FOUND   GEOCAC
 JZ1878
 JZ1878                          STATION DESCRIPTION
 JZ1878
 JZ1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1878'0.9 MI SW FROM OSGOOD.
 JZ1878'0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE STATION AT
 JZ1878'OSGOOD, RIPLEY COUNTY, TO THE CROSSING OF THE BALTIMORE AND OHIO
 JZ1878'RAILROAD, THENCE 0.4 MILE SOUTHEAST, AND THENCE 0.9 MILE SOUTH,
 JZ1878'ABOUT 210 YARDS NORTH OF A FARM ROAD, 150 YARDS NORTH OF THE
 JZ1878'FRANK KING ALFALFA BARN IN 1938, 20 FEET WEST OF THE CENTERLINE
 JZ1878'OF THE GRAVEL ROAD, ON THE WEST SIDE OF A FIELD, AND INSIDE THE
 JZ1878'FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED RM NO 1
 JZ1878'GLASGOW AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ1878'GROUND.
 JZ1878
 JZ1878                          STATION RECOVERY (2014)
 JZ1878
 JZ1878'RECOVERY NOTE BY GEOCACHING 2014 (BDH)
 JZ1878'NO EVIDENCE SEEN IN A BRIEF SEARCH NEAR LISTED COORDINATES. NO FENCE.
 JZ1878'DISTANCE FROM CENTER OF ROAD (NOW BLACKTOP) WOULD FALL NEAR EDGE OF
 JZ1878'PRESENTLY CULTIVATED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1879 ***********************************************************************
 JZ1879  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1879  DESIGNATION -  GLASGOW RM 2
 JZ1879  PID         -  JZ1879
 JZ1879  STATE/COUNTY-  IN/RIPLEY
 JZ1879  COUNTRY     -  US
 JZ1879  USGS QUAD   -  VERSAILLES (2019)
 JZ1879
 JZ1879                         *CURRENT SURVEY CONTROL
 JZ1879  ______________________________________________________________________
 JZ1879* NAD 83(2011) POSITION- 39 06 13.07920(N) 085 17 48.79360(W)   ADJUSTED
 JZ1879* NAD 83(2011) ELLIP HT-   268.906 (meters)        (06/27/12)   ADJUSTED
 JZ1879* NAD 83(2011) EPOCH   -  2010.00
 JZ1879* NAVD 88 ORTHO HEIGHT -   303.077 (meters)      994.35  (feet) POSTED
 JZ1879  ______________________________________________________________________
 JZ1879  GEOID HEIGHT    -        -34.155 (meters)                     GEOID18
 JZ1879  NAD 83(2011) X  -    406,379.185 (meters)                     COMP
 JZ1879  NAD 83(2011) Y  - -4,939,599.460 (meters)                     COMP
 JZ1879  NAD 83(2011) Z  -  4,001,421.126 (meters)                     COMP
 JZ1879  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 JZ1879  DYNAMIC HEIGHT  -        302.88  (meters)      993.7   (feet) COMP
 JZ1879  MODELED GRAVITY -    979,972.2   (mgal)                       NAVD 88
 JZ1879
 JZ1879  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1879
 JZ1879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1879  Standards:
 JZ1879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1879  -------------------------------------------------------------------
 JZ1879  NETWORK    0.85   1.78           0.40   0.26   0.91     -0.05672769
 JZ1879  -------------------------------------------------------------------
 JZ1879  Click here for local accuracies and other accuracy information.
 JZ1879
 JZ1879.The horizontal coordinates were established by GPS observations
 JZ1879.and adjusted by the National Geodetic Survey in June 2012.
 JZ1879
 JZ1879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1879.been affixed to the stable North American tectonic plate. See 
 JZ1879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1879
 JZ1879.The horizontal coordinates are valid at the epoch date displayed above
 JZ1879.which is a decimal equivalence of Year/Month/Day.
 JZ1879
 JZ1879.The orthometric height was determined by differential leveling
 JZ1879.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1879
 JZ1879.* This is a POSTED BENCH MARK height.
 JZ1879
 JZ1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1879.GEOID18 height accuracy estimate available here.
 JZ1879
 JZ1879.Click photographs - Photos may exist for this station.
 JZ1879
 JZ1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1879
 JZ1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1879
 JZ1879.The ellipsoidal height was determined by GPS observations
 JZ1879.and is referenced to NAD 83.
 JZ1879
 JZ1879.The dynamic height is computed by dividing the NAVD 88
 JZ1879.geopotential number by the normal gravity value computed on the
 JZ1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1879.degrees latitude (g = 980.6199 gals.).
 JZ1879
 JZ1879.The modeled gravity was interpolated from observed gravity values.
 JZ1879
 JZ1879. The following values were computed from the NAD 83(2011) position.
 JZ1879
 JZ1879;                    North         East     Units Scale Factor Converg.
 JZ1879;SPC IN E     -   428,065.990   131,984.873   MT  0.99997926   +0 13 59.6
 JZ1879;SPC IN E     - 1,404,413.17    433,020.37   sFT  0.99997926   +0 13 59.6
 JZ1879;UTM  16      - 4,329,657.667   647,264.642   MT  0.99986704   +1 04 27.8
 JZ1879
 JZ1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1879!SPC IN E     -   0.99995781  x   0.99997926  =   0.99993707
 JZ1879!UTM  16      -   0.99995781  x   0.99986704  =   0.99982486
 JZ1879
 JZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4726429657(NAD 83)
 JZ1879
 JZ1879                          SUPERSEDED SURVEY CONTROL
 JZ1879
 JZ1879  NAD 83(2007)-  39 06 13.07929(N)    085 17 48.79445(W) AD(2002.00) 0
 JZ1879  ELLIP H (02/10/07)  268.928  (m)                       GP(2002.00)    
 JZ1879  NAD 83(1997)-  39 06 13.07948(N)    085 17 48.79438(W) AD(       ) B
 JZ1879  ELLIP H (04/10/98)  268.948  (m)                       GP(       ) 4 1
 JZ1879  NAVD 88             303.08   (m)          994.4    (f) LEVELING    3  
 JZ1879  NGVD 29 (??/??/92)  303.21   (m)          994.8    (f) COMPUTED    1 2
 JZ1879
 JZ1879.Superseded values are not recommended for survey control.
 JZ1879
 JZ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1879.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1879
 JZ1879_MARKER: DR = REFERENCE MARK DISK
 JZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1879_STAMPING: GLASGOW 1890
 JZ1879_MARK LOGO: CGS
 JZ1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1879+STABILITY: SURFACE MOTION
 JZ1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1879+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1997
 JZ1879
 JZ1879  HISTORY     - Date     Condition        Report By
 JZ1879  HISTORY     - 1923     MONUMENTED       CGS
 JZ1879  HISTORY     - 1938     GOOD             CGS
 JZ1879  HISTORY     - 19860821 GOOD             NGS
 JZ1879  HISTORY     - 19970821 GOOD             SEC
 JZ1879  HISTORY     - 20140614 POOR             GEOCAC
 JZ1879
 JZ1879                          STATION DESCRIPTION
 JZ1879
 JZ1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1879'0.9 MI SW FROM OSGOOD.
 JZ1879'0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE STATION AT
 JZ1879'OSGOOD, RIPLEY COUNTY, TO THE CROSSING OF THE BALTIMORE AND OHIO
 JZ1879'RAILROAD, THENCE 0.4 MILE SOUTHEAST, AND THENCE ABOUT 1 MILE
 JZ1879'SOUTH, ABOUT 100 YARDS SOUTHWEST OF THE FRANK KING ALFALFA BARN
 JZ1879'IN 1938, 30 FEET WEST OF THE GRAVEL ROAD, 25 FEET NORTH OF A
 JZ1879'FARM ROAD, 6 FEET WEST OF A ROW OF POLES, AT THE SOUTHEAST CORNER
 JZ1879'OF A FIELD, AND 6 FEET NORTHWEST OF THE FENCE CORNER.  A STANDARD
 JZ1879'REFERENCE-MARK DISK, STAMPED RM GLASGOW 1890 AND SET IN THE TOP
 JZ1879'OF A CONCRETE POST PROJECTING 3 FEET ABOVE GROUND.
 JZ1879
 JZ1879                          STATION RECOVERY (1986)
 JZ1879
 JZ1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JZ1879'THIS STATION IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTH-SOUTHWEST OF
 JZ1879'OSGOOD IN THE SE 1/4 OF SEC 28, T.8 N, R.11 E, ON THE PROPERTY
 JZ1879'BELONGING TO MR SAM ROW, 605 W ECKERT STREET, OSGOOD, IN 47037.  TO
 JZ1879'REACH FROM THE POST OFFICE IN OSGOOD, GO SOUTH ON WALNUT STREET FOR
 JZ1879'0.08 KM (0.05 MI) 0.05 MILE (0.08 KM) TO A CROSS STREET, WEST RAILROAD
 JZ1879'AVENUE.  TURN RIGHT AND GO WEST FOR 0.48 KM, (0.30 MI) 0.3 MILE (0.5
 JZ1879'KM) TO A SIDE ROAD LEFT.  TURN LEFT CROSSING RAILROAD TRACKS AND
 JZ1879'BEARING OFF RIGHT ON TANGLEWOOD PIKE, GOING SOUTH FOR 2.49 KM, (1.55
 JZ1879'MI) 1.55 MILES (2.49 KM) TO A SIDE ROAD RIGHT, COUNTY ROUTE 200 N AND
 JZ1879'THE STATION IN THE NORTHWEST QUADRANT OF THIS INTERSECTION AS
 JZ1879'DESCRIBED.  THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 JZ1879'STAMPED---GLASGOW 1890---, SET INTO A SQUARE BLOCK OF CONCRETE WHICH
 JZ1879'PROJECTS 3.5 FT (1.1 M) ABOVE GROUND.  IT IS 7.010 METERS, (22.999 FT)
 JZ1879'23.0 FT (7.0 M) WEST OF THE CENTER OF TANGLEWOOD PIKE AND 6.096
 JZ1879'METERS, (20.000 FT) 20.0 FT (6.1 M) NORTH OF THE CENTER OF COUNTY
 JZ1879'ROUTE 200 N AND IN THE NORTHEAST CORNER OF CULTIVATE FIELD.  A
 JZ1879'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GLASGOW 1890
 JZ1879'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 JZ1879
 JZ1879                          STATION RECOVERY (1997)
 JZ1879
 JZ1879'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1879'FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE ROAD 350 IN OSGOOD, GO
 JZ1879'1.1 MILE (1.8 KM) SOUTHEAST ON HIGHWAY 421 TO COUNTY ROAD 300 NORTH
 JZ1879'(BLACKTOP ROAD), THEN WEST ON COUNTY ROAD 300 NORTH FOR 0.7 MILES (1.1
 JZ1879'KM) TO COUNTY ROAD 200 WEST (BLACKTOP ROAD - ALSO KNOWN AS TANGLEWOOD
 JZ1879'ROAD), SOUTH ON COUNTY ROAD 200 WEST FOR 1.0 MILE (1.6 KM) TO COUNTY
 JZ1879'ROAD 200 NORTH, A GRAVEL ROAD RUNNING WEST TO THE STATION, IN THE
 JZ1879'SOUTHEAST CORNER OF A FARM FIELD, IN NORTHWEST QUADRANT OF
 JZ1879'T-INTERSECTION.  LOCATED 7.60 METERS (24.93 FT) WEST OF CENTERLINE OF
 JZ1879'COUNTY ROAD 200 WEST, 6.30 METERS (20.67 FT) NORTH OF CENTERLINE
 JZ1879'COUNTY ROAD 200 NORTH, 1.33 METERS (4.36 FT) NORTHWEST OF COUNTY ROAD
 JZ1879'IDENTIFICATION SIGN AND 15.44 METERS (50.66 FT) NORTHEAST OF STOP
 JZ1879'SIGN, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 FEET (0.9
 JZ1879'M) ABOVE GROUND.
 JZ1879
 JZ1879                          STATION RECOVERY (2014)
 JZ1879
 JZ1879'RECOVERY NOTE BY GEOCACHING 2014 (BDH)
 JZ1879'THE ORIGINAL POSITION HAS BEEN LOST DUE TO IMPACT THAT MOVED IT 7 OR 8
 JZ1879'INCHES SSE. SEE AH8172 FOR NEW POSITION DATA FOR THIS DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8172 ***********************************************************************
 AH8172  DESIGNATION -  GLASGOW RM 2 DISTURBED
 AH8172  PID         -  AH8172
 AH8172  STATE/COUNTY-  IN/RIPLEY
 AH8172  COUNTRY     -  US
 AH8172  USGS QUAD   -  VERSAILLES (2019)
 AH8172
 AH8172                         *CURRENT SURVEY CONTROL
 AH8172  ______________________________________________________________________
 AH8172* NAD 83(2011) POSITION- 39 06 13.07312(N) 085 17 48.79203(W)   ADJUSTED
 AH8172* NAD 83(2011) ELLIP HT-   268.832 (meters)        (06/27/12)   ADJUSTED
 AH8172* NAD 83(2011) EPOCH   -  2010.00
 AH8172* NAVD 88 ORTHO HEIGHT -   302.96  (meters)      994.0   (feet) LEVELING
 AH8172  ______________________________________________________________________
 AH8172  GEOID HEIGHT    -        -34.155 (meters)                     GEOID18
 AH8172  NAD 83(2011) X  -    406,379.227 (meters)                     COMP
 AH8172  NAD 83(2011) Y  - -4,939,599.518 (meters)                     COMP
 AH8172  NAD 83(2011) Z  -  4,001,420.934 (meters)                     COMP
 AH8172  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 AH8172  VERT ORDER      -  THIRD ?
 AH8172
 AH8172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8172  Standards:
 AH8172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8172  -------------------------------------------------------------------
 AH8172  NETWORK    0.73   2.27           0.34   0.24   1.16      0.00791564
 AH8172  -------------------------------------------------------------------
 AH8172  Click here for local accuracies and other accuracy information.
 AH8172
 AH8172.The horizontal coordinates were established by GPS observations
 AH8172.and adjusted by the National Geodetic Survey in June 2012.
 AH8172
 AH8172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8172.been affixed to the stable North American tectonic plate. See 
 AH8172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8172
 AH8172.The horizontal coordinates are valid at the epoch date displayed above
 AH8172.which is a decimal equivalence of Year/Month/Day.
 AH8172
 AH8172.The orthometric height was determined by differential leveling.
 AH8172.The vertical network tie was performed by a horz. field party for horz.
 AH8172.obs reductions. Reset procedures were used to establish the elevation.
 AH8172
 AH8172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8172.GEOID18 height accuracy estimate available here.
 AH8172
 AH8172.Click photographs - Photos may exist for this station.
 AH8172
 AH8172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8172
 AH8172.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8172
 AH8172.The ellipsoidal height was determined by GPS observations
 AH8172.and is referenced to NAD 83.
 AH8172
 AH8172. The following values were computed from the NAD 83(2011) position.
 AH8172
 AH8172;                    North         East     Units Scale Factor Converg.
 AH8172;SPC IN E     -   428,065.803   131,984.911   MT  0.99997926   +0 13 59.6
 AH8172;SPC IN E     - 1,404,412.56    433,020.50   sFT  0.99997926   +0 13 59.6
 AH8172;UTM  16      - 4,329,657.480   647,264.683   MT  0.99986704   +1 04 27.8
 AH8172
 AH8172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8172!SPC IN E     -   0.99995782  x   0.99997926  =   0.99993708
 AH8172!UTM  16      -   0.99995782  x   0.99986704  =   0.99982487
 AH8172
 AH8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4726429657(NAD 83)
 AH8172
 AH8172                          SUPERSEDED SURVEY CONTROL
 AH8172
 AH8172  NAD 83(2007)-  39 06 13.07321(N)    085 17 48.79285(W) AD(2002.00) 0
 AH8172  ELLIP H (02/10/07)  268.855  (m)                       GP(2002.00)    
 AH8172  NAD 83(1997)-  39 06 13.07348(N)    085 17 48.79308(W) AD(       ) B
 AH8172  ELLIP H (03/12/99)  268.889  (m)                       GP(       ) 2 1
 AH8172
 AH8172.Superseded values are not recommended for survey control.
 AH8172
 AH8172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8172.See file dsdata.pdf to determine how the superseded data were derived.
 AH8172
 AH8172_MARKER: DR = REFERENCE MARK DISK
 AH8172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8172_STAMPING: GLASGOW 1890
 AH8172_MARK LOGO: CGS
 AH8172_PROJECTION: PROJECTING 76 CENTIMETERS
 AH8172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8172+STABILITY: SURFACE MOTION
 AH8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8172+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2023
 AH8172
 AH8172  HISTORY     - Date     Condition        Report By
 AH8172  HISTORY     - UNK      MONUMENTED
 AH8172  HISTORY     - 19980720 GOOD             WOOLPT
 AH8172  HISTORY     - 20140614 GOOD             GEOCAC
 AH8172  HISTORY     - 20230803 GOOD             INDOT
 AH8172
 AH8172                          STATION DESCRIPTION
 AH8172
 AH8172'DESCRIBED BY WOOLPERT CONSULTANTS 1998 (BBS)
 AH8172'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS). NOTE--MARK HAD BEEN
 AH8172'DISTURBED PRIOR TO OCCUPATION.  THE CONCRETE POST HAS A SLIGHT TILT,
 AH8172'BUT IS STABLE.
 AH8172
 AH8172                          STATION RECOVERY (2014)
 AH8172
 AH8172'RECOVERY NOTE BY GEOCACHING 2014 (BDH)
 AH8172'POST APPEARS SOLID, PROJECTING 2.5 TO 3 FT.  SEE JZ1879 FOR HISTORY,
 AH8172'TO-REACH, AND ORIGINAL POSITION DATA.
 AH8172
 AH8172                          STATION RECOVERY (2023)
 AH8172
 AH8172'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 AH8172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2195 ***********************************************************************
 LA2195  DESIGNATION -  GOLF
 LA2195  PID         -  LA2195
 LA2195  STATE/COUNTY-  IN/GRANT
 LA2195  COUNTRY     -  US
 LA2195  USGS QUAD   -  MARION (2019)
 LA2195
 LA2195                         *CURRENT SURVEY CONTROL
 LA2195  ______________________________________________________________________
 LA2195* NAD 83(1997) POSITION- 40 34 54.84940(N) 085 40 42.33686(W)   ADJUSTED
 LA2195* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2195  ______________________________________________________________________
 LA2195  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 LA2195  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 LA2195  HORZ ORDER      -  THIRD
 LA2195
 LA2195.The horizontal coordinates were established by classical geodetic methods
 LA2195.and adjusted by the National Geodetic Survey in May 1999.
 LA2195
 LA2195.The orthometric height was scaled from a topographic map.
 LA2195
 LA2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2195.GEOID18 height accuracy estimate available here.
 LA2195
 LA2195.Click photographs - Photos may exist for this station.
 LA2195
 LA2195.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2195
 LA2195. The following values were computed from the NAD 83(1997) position.
 LA2195
 LA2195;                    North         East     Units Scale Factor Converg.
 LA2195;SPC IN E     -   592,130.150    99,004.357   MT  0.99996668   -0 00 27.5
 LA2195;SPC IN E     - 1,942,680.33    324,816.79   sFT  0.99996668   -0 00 27.5
 LA2195;UTM  16      - 4,493,185.193   611,847.229   MT  0.99975398   +0 51 35.3
 LA2195
 LA2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2195!SPC IN E     -   0.99996493  x   0.99996668  =   0.99993162
 LA2195!UTM  16      -   0.99996493  x   0.99975398  =   0.99971892
 LA2195
 LA2195:                Primary Azimuth Mark                     Grid Az
 LA2195:SPC IN E     -  GOLF AZ MK                               096 48 04.3
 LA2195:UTM  16      -  GOLF AZ MK                               095 56 01.5
 LA2195
 LA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1184793185(NAD 83)
 LA2195
 LA2195|---------------------------------------------------------------------|
 LA2195| PID    Reference Object                     Distance      Geod. Az  |
 LA2195|                                                           dddmmss.s |
 LA2195| CC9233 GOLF AZ MK                                         0964736.8 |
 LA2195| CC9234 GOLF RM 1                            29.444 METERS 13323     |
 LA2195| CC9235 GOLF RM 2                            25.941 METERS 21644     |
 LA2195|---------------------------------------------------------------------|
 LA2195
 LA2195                          SUPERSEDED SURVEY CONTROL
 LA2195
 LA2195  NAD 83(1995)-  40 34 54.85303(N)    085 40 42.34981(W) AD(       ) 3
 LA2195  NAD 83(1986)-  40 34 54.85258(N)    085 40 42.35019(W) AD(       ) 3
 LA2195  NAD 27      -  40 34 54.70900(N)    085 40 42.43030(W) AD(       ) 3
 LA2195
 LA2195.Superseded values are not recommended for survey control.
 LA2195
 LA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2195.See file dsdata.pdf to determine how the superseded data were derived.
 LA2195
 LA2195_MARKER: DS = TRIANGULATION STATION DISK
 LA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2195_STAMPING: GOLF 1948
 LA2195_MARK LOGO: CGS
 LA2195_PROJECTION: RECESSED 30 CENTIMETERS
 LA2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2195+STABILITY: SURFACE MOTION
 LA2195
 LA2195  HISTORY     - Date     Condition        Report By
 LA2195  HISTORY     - 1948     MONUMENTED       CGS
 LA2195
 LA2195                          STATION DESCRIPTION
 LA2195
 LA2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2195'THE STATION IS 2 MILES NORTH OF MARION AT THE SOUTHWEST CORNER OF THE
 LA2195'A.J.C.  GOLF COURSE.
 LA2195'
 LA2195'IT IS 362 FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 15 AND A
 LA2195'PAVED ROAD, 200 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOLF
 LA2195'COURSE CULB HOUSE AND 35 FEET NORTH OF THE CENTER OF THE PAVED ROAD.
 LA2195'THE MARK IS BELOW THE SURFACE OF THE GROUND 12 INCHES AND THE DISK IS
 LA2195'STAMPED GOLF 1948.
 LA2195'
 LA2195'REFERENCE MARK NO. 1 IS 96.60 FEET SOUTHEAST OF THE STATION.  IT IS 31
 LA2195'FEET SOUTH OF THE CENTER OF THE PAVED ROAD AND 2 FEET SOUTHWEST OF A
 LA2195'TELEPHONE POLE.  THE MARK PROJCTS 6 INCHES AND THE DISK IS STAMPED
 LA2195'GOLF NO 1 1948.
 LA2195'
 LA2195'REFERENCE MARK NO. 2 IS 85.11 FEET SOUTHWEST OF THE STATION.  IT IS 31
 LA2195'FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 2 FEET WEST OF A WHITE
 LA2195'WITNESS POST AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 LA2195'PROJECTS 6 INCHES AND THE DISK IS STAMPED GOLF NO 2 1948.
 LA2195'
 LA2195'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION.  IT IS 114 FEET
 LA2195'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 28 FEET NORTHEAST
 LA2195'OF THE CENTER OF THE PAVED ROAD, 3 FEET NORTHWEST OF A TELEPHONE POLE
 LA2195'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 LA2195'INCHES AND THE DISK IS STAMPED GOLF 1948.
 LA2195'
 LA2195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37, 9 AND 15
 LA2195'IN THE NORTHWEST SECTION OF MARION GO NORTHWEST ON STATE HIGHWAY 15
 LA2195'FOR 0.6 MILES TO A PAVED CROSSROAD, TURN RIGHT AND GO EAST ON THE
 LA2195'PAVED ROAD 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2195'
 LA2195'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE PAVED ROAD
 LA2195'FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2195'
 LA2195'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2603 ***********************************************************************
 LB2603  DESIGNATION -  GOLF
 LB2603  PID         -  LB2603
 LB2603  STATE/COUNTY-  IN/TIPPECANOE
 LB2603  COUNTRY     -  US
 LB2603  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2603
 LB2603                         *CURRENT SURVEY CONTROL
 LB2603  ______________________________________________________________________
 LB2603* NAD 83(1997) POSITION- 40 25 56.99213(N) 086 56 00.68961(W)   ADJUSTED
 LB2603* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2603  ______________________________________________________________________
 LB2603  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 LB2603  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 LB2603  HORZ ORDER      -  THIRD
 LB2603
 LB2603.The horizontal coordinates were established by classical geodetic methods
 LB2603.and adjusted by the National Geodetic Survey in May 1999.
 LB2603
 LB2603.The orthometric height was scaled from a topographic map.
 LB2603
 LB2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2603.GEOID18 height accuracy estimate available here.
 LB2603
 LB2603.Click photographs - Photos may exist for this station.
 LB2603
 LB2603.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2603
 LB2603. The following values were computed from the NAD 83(1997) position.
 LB2603
 LB2603;                    North         East     Units Scale Factor Converg.
 LB2603;SPC IN W     -   575,550.848   912,711.225   MT  0.99996865   +0 05 49.8
 LB2603;SPC IN W     - 1,888,286.41  2,994,453.41   sFT  0.99996865   +0 05 49.8
 LB2603;UTM  16      - 4,475,764.165   505,638.334   MT  0.99960039   +0 02 35.2
 LB2603
 LB2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2603!SPC IN W     -   0.99997251  x   0.99996865  =   0.99994116
 LB2603!UTM  16      -   0.99997251  x   0.99960039  =   0.99957291
 LB2603
 LB2603:                Primary Azimuth Mark                     Grid Az
 LB2603:SPC IN W     -  GOLF AZ MK                               091 55 44.7
 LB2603:UTM  16      -  GOLF AZ MK                               091 58 59.3
 LB2603
 LB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0563875764(NAD 83)
 LB2603
 LB2603|---------------------------------------------------------------------|
 LB2603| PID    Reference Object                     Distance      Geod. Az  |
 LB2603|                                                           dddmmss.s |
 LB2603| DQ7064 GOLF AZ MK                                         0920134.5 |
 LB2603| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 1.8 KM 1084914.4 |
 LB2603| LB2601 PURDUE UNIV HEAVILON HALL TWR       APPROX. 2.0 KM 1111332.9 |
 LB2603| LB2598 PURDUE UNIV EDUCAT BLDG SPIRE       APPROX. 1.8 KM 1172555.3 |
 LB2603| LB2612 PURDUE UNIV AIRPORT BEACON          APPROX. 1.8 KM 1681434.1 |
 LB2603| DQ7062 GOLF RM 1                            27.192 METERS 25055     |
 LB2603| DQ7063 GOLF RM 2                            27.324 METERS 33220     |
 LB2603|---------------------------------------------------------------------|
 LB2603
 LB2603                          SUPERSEDED SURVEY CONTROL
 LB2603
 LB2603  NAD 83(1986)-  40 25 56.99917(N)    086 56 00.70110(W) AD(       ) 3
 LB2603  NAD 27      -  40 25 56.88390(N)    086 56 00.64260(W) AD(       ) 3
 LB2603
 LB2603.Superseded values are not recommended for survey control.
 LB2603
 LB2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2603.See file dsdata.pdf to determine how the superseded data were derived.
 LB2603
 LB2603_MARKER: DS = TRIANGULATION STATION DISK
 LB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2603_STAMPING: GOLF 1948
 LB2603_MARK LOGO: CGS
 LB2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2603+STABILITY: SURFACE MOTION
 LB2603
 LB2603  HISTORY     - Date     Condition        Report By
 LB2603  HISTORY     - 1948     MONUMENTED       CGS
 LB2603  HISTORY     - 1956     GOOD             CGS
 LB2603  HISTORY     - 1964     POOR             CGS
 LB2603  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LB2603  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LB2603
 LB2603                          STATION DESCRIPTION
 LB2603
 LB2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2603'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF LA FAYETTE AT THE WEST
 LB2603'EDGE OF THE PURDUE UNIVERSITY GOLF COURSE.  IT IS 34 FEET EAST OF
 LB2603'THE CENTER OF GRAVEL ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND
 LB2603'1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2603'IS STAMPED GOLF 1948.
 LB2603'
 LB2603'REFERENCE MARK NO. 1 IS 89.21 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2603'55 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 7 FEET SOUTH OF A
 LB2603'DRIVEWAY.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2603'GOLF NO 1 1948.
 LB2603'
 LB2603'REFERENCE MARK NO. 2 IS 89.64 FEET NORTHWEST OF THE STATION.  IT IS
 LB2603'3 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT WEST OF
 LB2603'A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2603'GOLF NO 2 1948.
 LB2603'
 LB2603'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION ON THE GOLF COURSE.  IT
 LB2603'IS 268 FEET NORTH OF THE CENTER OF PAVED ROAD.  THE MARK IS FLUSH
 LB2603'AND THE DISK IS STAMPED GOLF 1948.
 LB2603'
 LB2603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 43 AND
 LB2603'26 AND U. S. HIGHWAY NO. 52 (NORTH ELLSWORTH STREET AND STATE
 LB2603'STREET) GO WEST ON STATE HIGHWAY NO. 26 FOR 1.35 MILES TO A T-ROAD
 LB2603'RIGHT, TURN RIGHT AND GO NORTH FOR 0.65 MILE TO THE STATION ON
 LB2603'THE RIGHT AS DESCRIBED.
 LB2603'
 LB2603'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL ROAD
 LB2603'FOR 0.1 MILE TO A PAVED T-ROAD LEFT, TURN LEFT AND GO EAST FOR 0.4
 LB2603'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2603'
 LB2603'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2603
 LB2603                          STATION RECOVERY (1956)
 LB2603
 LB2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 LB2603'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LB2603'RM NO. 2 WAS RECOVERED.  RM NO. 1 IS BELIEVED DESTROYED DUE TO
 LB2603'HIGHWAY WIDENING.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 LB2603
 LB2603                          STATION RECOVERY (1964)
 LB2603
 LB2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMO)
 LB2603'STATION MARK HAS BEEN REMOVED FROM CONCRETE, SHAFT IS STILL IN
 LB2603'PLACE.  RM 2-HALF OF THE DISK HAS BEEN CHISELED OUT OF THE CONCRETE.
 LB2603'RM 1-RECOVERED IN GOOD CONDITION, MARK IS LOCATED 28 FEET NORTH OF
 LB2603'CENTER OF FAIRWAY LANE, 53.4 FEET WEST OF CENTER OF MCCORMICK
 LB2603'ROAD, 40 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE AT 2100
 LB2603'FAIRWAY LANE.
 LB2603
 LB2603                          STATION RECOVERY (1964)
 LB2603
 LB2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFC)
 LB2603'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LB2603'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB2603'
 LB2603'THE STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED AFTER
 LB2603'GOLF 2 1964 WAS ESTABLISHED.
 LB2603'
 LB2603'REFERENCE MARK NO 1 1948 WAS KEPT FOR A REFERENCE MARK FOR GOLF 2
 LB2603'1964.
 LB2603
 LB2603                          STATION RECOVERY (1965)
 LB2603
 LB2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2603'GOLF 2 1964 RECOVERED IN GOOD CONDITION-RESET.
 LB2603'RM-1-DESTROYED.
 LB2603'RM-2-DESTROYED.
 LB2603'GOLF 1948 AZ MK-DISK SLIGHTLY SCARRED BUT LEGIBLE.  OTHERWISE
 LB2603'GOOD.
 LB2603'
 LB2603'STATION RESET 1964 EXACTLY 100.0 FEET TOWARD, AND IN LINE WITH,
 LB2603'AZIMUTH MARK.  CONTACT MR. REX BOWMAN, CIVIL ENGR, PURDUE UNIV., FOR
 LB2603'DETAILS.
 LB2603'
 LB2603'REVISED DESCRIPTION--
 LB2603'
 LB2603'TO REACH STATION FROM INTERSECTION OF STATE AND GRANT STREETS
 LB2603'IN WEST LAFAYETTE, GO WEST 1.07 MILE ON STATE STREET TO INTERSECTION
 LB2603'WITH MCCORMICK ROAD (S. R. 526), THEN RIGHT (NORTH) ON MCCORMICK
 LB2603'ROAD 0.60 MILE TO PAVED ROAD ON THE LEFT AND STATION TO THE RIGHT.
 LB2603'STATION IS EAST OF TEE AREA ON THE WEST SIDE OF PURDUE UNIVERSITY
 LB2603'GOLF COURSE, APPROX. 135 FEET EAST OF THE CENTERLINE OF
 LB2603'MCCORMICK ROAD, 99 FEET EAST OF AN OLD N-S FENCE LINE.  MARK IS
 LB2603'A STANDARD USC AND GS TRIANGULATION STATION DISK CONCRETED
 LB2603'FLUSH, AND STAMPED GOLF 2 1964.
 LB2603'
 LB2603'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON MCCORMICK ROAD
 LB2603'APPROXIMATELY 0.1 MILE TO T-ROAD EAST (W. STADIUM ROAD) THEN EAST
 LB2603'0.34 MILE TO STONE PILLARS AND GATE TO THE RIGHT AND AZIMUTH MARK
 LB2603'TO THE LEFT, ABOUT 268 FEET NORTH OF W. STADIUM ROAD.  LOCATED ON
 LB2603'THE NORTHWEST PART OF A U-SHAPED RIDGE OVERLOOKING DAVID ROSS ROAD,
 LB2603'APPROXIMATELY 425 FEET EAST OF THE NORTHERN POINT OF TRIANGULAR
 LB2603'INTERSECTION OF DAVID ROSS AND W. STADIUM ROADS.  MARK IS
 LB2603'STAMPED GOLF 1948 AND IS CONCRETED FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2609 ***********************************************************************
 LB2609  DESIGNATION -  GOLF 2
 LB2609  PID         -  LB2609
 LB2609  STATE/COUNTY-  IN/TIPPECANOE
 LB2609  COUNTRY     -  US
 LB2609  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2609
 LB2609                         *CURRENT SURVEY CONTROL
 LB2609  ______________________________________________________________________
 LB2609* NAD 83(1997) POSITION- 40 25 56.95542(N) 086 55 59.34250(W)   NO CHECK
 LB2609* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2609  ______________________________________________________________________
 LB2609  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 LB2609  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 LB2609  HORZ ORDER      -  THIRD
 LB2609
 LB2609.The horizontal coordinates were established by classical geodetic methods
 LB2609.and adjusted by the National Geodetic Survey in May 1999.
 LB2609
 LB2609.No horizontal observational check was made to the station.
 LB2609
 LB2609.The orthometric height was scaled from a topographic map.
 LB2609
 LB2609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2609.GEOID18 height accuracy estimate available here.
 LB2609
 LB2609.Click photographs - Photos may exist for this station.
 LB2609
 LB2609.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2609
 LB2609. The following values were computed from the NAD 83(1997) position.
 LB2609
 LB2609;                    North         East     Units Scale Factor Converg.
 LB2609;SPC IN W     -   575,549.770   912,742.977   MT  0.99996866   +0 05 50.6
 LB2609;SPC IN W     - 1,888,282.87  2,994,557.58   sFT  0.99996866   +0 05 50.6
 LB2609;UTM  16      - 4,475,763.057   505,670.074   MT  0.99960040   +0 02 36.1
 LB2609
 LB2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2609!SPC IN W     -   0.99997251  x   0.99996866  =   0.99994117
 LB2609!UTM  16      -   0.99997251  x   0.99960040  =   0.99957292
 LB2609
 LB2609:                Primary Azimuth Mark                     Grid Az
 LB2609:SPC IN W     -  GOLF AZ MK                               091 55 40.5
 LB2609:UTM  16      -  GOLF AZ MK                               091 58 55.0
 LB2609
 LB2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0567075763(NAD 83)
 LB2609
 LB2609|---------------------------------------------------------------------|
 LB2609| PID    Reference Object                     Distance      Geod. Az  |
 LB2609|                                                           dddmmss.s |
 LB2609| CC9233 GOLF AZ MK                                         0920131.1 |
 LB2609| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 1.8 KM 1090659.3 |
 LB2609| LB2598 PURDUE UNIV EDUCAT BLDG SPIRE       APPROX. 1.7 KM 1175257.1 |
 LB2609| CC9236 GOLF 2 RM 3                                        14416     |
 LB2609| CC9234 GOLF RM 1                                          26220     |
 LB2609| LB2603 GOLF                                 31.772 METERS 27203     |
 LB2609|---------------------------------------------------------------------|
 LB2609
 LB2609                          SUPERSEDED SURVEY CONTROL
 LB2609
 LB2609  NAD 83(1986)-  40 25 56.96242(N)    086 55 59.35393(W) AD(       ) 3
 LB2609  NAD 27      -  40 25 56.84720(N)    086 55 59.29115(W) AD(       ) 3
 LB2609
 LB2609.Superseded values are not recommended for survey control.
 LB2609
 LB2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2609.See file dsdata.pdf to determine how the superseded data were derived.
 LB2609
 LB2609_MARKER: DS = TRIANGULATION STATION DISK
 LB2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2609_STAMPING: GOLF 2 1964
 LB2609_MARK LOGO: CGS
 LB2609_PROJECTION: FLUSH
 LB2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2609+STABILITY: SURFACE MOTION
 LB2609
 LB2609  HISTORY     - Date     Condition        Report By
 LB2609  HISTORY     - 1964     MONUMENTED       CGS
 LB2609  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2609  HISTORY     - 1974     GOOD             NGS
 LB2609
 LB2609                          STATION DESCRIPTION
 LB2609
 LB2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LB2609'THE STATION IS LOCATED ABOUT 1 MILE WEST OF LAFAYETTE, IN THE WEST
 LB2609'SIDE OF THE PURDUE UNIVERSITY GOLF COURSE.  IT IS 133 FEET ENE OF
 LB2609'THE CENTERLINE OF MCCORMICK ROAD, 118 FEET NNW OF A 30-INCH WHITE
 LB2609'OAK TREE, 95 FEET ENE OF THE STAKED CENTERLINE OF THE PROPOSED
 LB2609'ROAD, 72.3 FEET WEST OF THE CUP IN A GOLF GREEN AND 73.5 FEET SE OF
 LB2609'THE CUP IN A GREEN.  THE MARK IS FLUSH AND THE DISK IS STAMPED GOLF
 LB2609'2 1964.
 LB2609'
 LB2609'REFERENCE MARK NO. 1 IS 190.52 FEET WEST OF THE STATION, 85 FEET WEST
 LB2609'OF THE STAKED CENTERLINE OF THE PROPOSED ROAD, 54 FEET WEST OF THE
 LB2609'CENTERLINE OF THE PRESENT ROAD, 40 FEET SSE OF THE SE CORNER OF A
 LB2609'BRICK SUN PORCH ATTACHED TO A FRAME HOUSE AND 28 FEET NW OF THE
 LB2609'APPROXIMATE CENTERLINE OF FAIRWAY LANE.  THE ARROW POINTS TO THE
 LB2609'NORTH OF THE NEW STATION.  THE MONUMENT IS FLUSH WITH THE GROUND
 LB2609'AND THE DISK IS STAMPED GOLF NO 1 1948.
 LB2609'
 LB2609'REFERENCE MARK NO. 3 IS 134.99 FEET SSE OF THE STATION, 28 FEET WNW
 LB2609'OF A 24-INCH MAPLE TREE, 23-1/2 FEET NORTH OF A 36-INCH BLACK OAK
 LB2609'TREE AND 22-1/2 FEET EAST OF A 30-INCH OAK TREE.  THE MONUMENT IS
 LB2609'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GOLF
 LB2609'2 NO 3 1964.
 LB2609'
 LB2609'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, ON THE GOLF
 LB2609'COURSE AND IN THE VICINITY OF SOME SMALL EVERGREEN TREES.  IT IS 268
 LB2609'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS
 LB2609'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GOLF 1948.
 LB2609'
 LB2609'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS. 43 AND 26 WITH
 LB2609'U. S. HWY. 52 (NORTH ELLSWORTH STREET AND STATE STREET), GO WEST ON
 LB2609'HIGHWAY 26 FOR 1.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LB2609'NORTH ON MCCORMICK ROAD FOR 0.65 MILE TO FAIRWAY LANE AND THE
 LB2609'STATION ON THE RIGHT AS DESCRIBED.
 LB2609'
 LB2609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE MAIN ROAD
 LB2609'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.4
 LB2609'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2609'
 LB2609'NOTE--THE AZIMUTH MARK IS VISIBLE FROM THE GROUND AT THE STATION ONLY
 LB2609'AFTER THE TREES ON THE GOLF COURSE ARE DEFOLIATED.
 LB2609'
 LB2609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2609
 LB2609                          STATION RECOVERY (1968)
 LB2609
 LB2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2609'THE SURFACE STATION MARK DISK WAS FOUND SHEARED OFF BUT THE STEM WAS
 LB2609'STILL IN PLACE AND THE MONUMENT IN GOOD CONDITION.  A NEW DISK WAS
 LB2609'SET HOLDING THIS POINT.  REFERENCE MARKS 1 AND 3 ALONG WITH THE
 LB2609'AZIMUTH MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 LB2609'1964 DESCRIPTION IS GOOD WITH THE BELOW INFORMATION.
 LB2609'
 LB2609'THE STATION MARK IS 58 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 LB2609'55 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 48 FEET WEST OF
 LB2609'THE WEST EDGE OF NO. 5 GOLF GREEN AND 47 FEET NORTH EAST OF THE
 LB2609'NORTHEAST CORNER OF A 6 X 8 FOOT CONCRETE SLAB.  THE MONUMENT IS 4
 LB2609'INCHES UNDERGROUND AND THE DISK IS STAMPED GOLF 2 1964 1968.
 LB2609'
 LB2609'NOTE--THE DIFFERENCE IN ELEVATION BETWEEN THE STATION MARK AND
 LB2609'REFERENCE MARK 1 IS 8.99 FEET.  THE DIFFERENCE BETWEEN THE STATION
 LB2609'MARK AND REFERENCE MARK 3 IS 5.42 FEET.
 LB2609'
 LB2609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2609'
 LB2609'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2609
 LB2609                          STATION RECOVERY (1974)
 LB2609
 LB2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2609'TO REACH STATION FROM INTERSECTION OF STATE AND GRANT STREETS IN WEST
 LB2609'LAFAYETTE, GO WEST 1.1 MILE ON STATE STREET TO INTERSECTION WITH
 LB2609'MCCORMICK ROAD (S. R. 526), THEN RIGHT (NORTH) ON MCCORMICK ROAD
 LB2609'0.6 MILE TO FAIRWAY LANE ON THE LEFT AND STATION TO THE RIGHT.
 LB2609'STATION IS EAST OF TEE AREA ON THE WEST SIDE OF PURDUE UNIVERSITY
 LB2609'GOLF COURSE, APPROX. 135 FT. EAST OF THE CENTERLINE OF
 LB2609'MCCORMICK ROAD, 74.3 FT. EAST OF HEAD WALL AND 68.1 SOUTH OF A SMALL
 LB2609'TREE.  AN 8 INCH IRON PLATE COVERS THE MARK.  MARK IS A STANDARD C
 LB2609'AND GS TRIANGULATION STATION DISK CONCRETED 3 INCHES BELOW
 LB2609'GROUND, AND STAMPED GOLF 2 1964.
 LB2609'
 LB2609'RMS 1 AND 2 WERE NOT RECOVERED.  AZIMUTH MARK NOT SEARCHED FOR.
 LB2609'
 LB2609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 LB2609'NW OF WEST LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2389 ***********************************************************************
 ME2389  DESIGNATION -  GOODELL
 ME2389  PID         -  ME2389
 ME2389  STATE/COUNTY-  IN/PULASKI
 ME2389  COUNTRY     -  US
 ME2389  USGS QUAD   -  MEDARYVILLE (2019)
 ME2389
 ME2389                         *CURRENT SURVEY CONTROL
 ME2389  ______________________________________________________________________
 ME2389* NAD 83(1997) POSITION- 41 02 55.90456(N) 086 52 38.16051(W)   ADJUSTED
 ME2389* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 ME2389  ______________________________________________________________________
 ME2389  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 ME2389  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 ME2389  HORZ ORDER      -  FIRST
 ME2389
 ME2389.The horizontal coordinates were established by classical geodetic methods
 ME2389.and adjusted by the National Geodetic Survey in May 1999.
 ME2389
 ME2389.The orthometric height was scaled from a topographic map.
 ME2389
 ME2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2389.GEOID18 height accuracy estimate available here.
 ME2389
 ME2389.Click photographs - Photos may exist for this station.
 ME2389
 ME2389.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2389
 ME2389. The following values were computed from the NAD 83(1997) position.
 ME2389
 ME2389;                    North         East     Units Scale Factor Converg.
 ME2389;SPC IN W     -   644,004.855   917,324.063   MT  0.99997036   +0 08 07.2
 ME2389;SPC IN W     - 2,112,872.60  3,009,587.36   sFT  0.99997036   +0 08 07.2
 ME2389;UTM  16      - 4,544,188.527   510,314.424   MT  0.99960131   +0 04 50.2
 ME2389
 ME2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2389!SPC IN W     -   0.99996766  x   0.99997036  =   0.99993802
 ME2389!UTM  16      -   0.99996766  x   0.99960131  =   0.99956898
 ME2389
 ME2389:                Primary Azimuth Mark                     Grid Az
 ME2389:SPC IN W     -  GOODELL AZ MK                            182 25 36.1
 ME2389:UTM  16      -  GOODELL AZ MK                            182 28 53.1
 ME2389
 ME2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1031444188(NAD 83)
 ME2389
 ME2389|---------------------------------------------------------------------|
 ME2389| PID    Reference Object                     Distance      Geod. Az  |
 ME2389|                                                           dddmmss.s |
 ME2389| CM3566 GOODELL RM 1                         31.976 METERS 09957     |
 ME2389| CM3565 GOODELL AZ MK                                      1823343.3 |
 ME2389| CM3567 GOODELL RM 2                         25.572 METERS 33635     |
 ME2389| ME2387 MEDARYVILLE MUNICIPAL TANK          APPROX. 3.6 KM 3445817.5 |
 ME2389|---------------------------------------------------------------------|
 ME2389
 ME2389                          SUPERSEDED SURVEY CONTROL
 ME2389
 ME2389  NAD 83(1986)-  41 02 55.91030(N)    086 52 38.16894(W) AD(       ) 1
 ME2389  NAD 27      -  41 02 55.76780(N)    086 52 38.10430(W) AD(       ) 1
 ME2389
 ME2389.Superseded values are not recommended for survey control.
 ME2389
 ME2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2389.See file dsdata.pdf to determine how the superseded data were derived.
 ME2389
 ME2389_MARKER: DS = TRIANGULATION STATION DISK
 ME2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2389_STAMPING: GOODELL 1947
 ME2389_MARK LOGO: CGS
 ME2389_PROJECTION: RECESSED 36 CENTIMETERS
 ME2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2389+STABILITY: SURFACE MOTION
 ME2389
 ME2389  HISTORY     - Date     Condition        Report By
 ME2389  HISTORY     - 1947     MONUMENTED       CGS
 ME2389  HISTORY     - 1948     GOOD             CGS
 ME2389  HISTORY     - 1952     GOOD             CGS
 ME2389  HISTORY     - 1969     GOOD             CGS
 ME2389
 ME2389                          STATION DESCRIPTION
 ME2389
 ME2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2389'THE STATION IS LOCATED 14-1/2 MILES WEST OF WINAMAC, 4-1/2 MILES NORTH
 ME2389'OF FRANCESVILLE, 3 MILES SOUTHEAST OF MEDARYVILLE, ON PROPERTY OWNED
 ME2389'BY WARREN GOODELL.  IT IS 81 FEET SOUTHEAST OF A WHITE WITNESS POST,
 ME2389'55 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 38 FEET NORTHEAST OF A
 ME2389'FENCE CORNER.  THE MARK IS 14-INCHES BELOW THE SURFACE AND THE DISK IS
 ME2389'STAMPED GOODELL 1947.
 ME2389'
 ME2389'REFERENCE MARK NO. 1 IS 104.91 FEET EAST OF THE STATION AND 2 FEET
 ME2389'NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2389'STAMPED GOODELL NO 1 1947.
 ME2389'
 ME2389'REFERENCE MARK NO. 2 IS 83.90 FEET NORTHWEST OF THE STATION.  IT IS 22
 ME2389'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A WHITE
 ME2389'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 2
 ME2389'INCHES AND THE DISK IS STAMPED GOODELL NO 2 1947.
 ME2389'
 ME2389'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 24 FEET WEST
 ME2389'OF THE CENTER OF A GRAVEL ROAD.  21 FEET SOUTH OF A POWER LINE POLE, 2
 ME2389'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 ME2389'THE MARK IS FLUSH AND THE DISK IS STAMPED GOODELL 1947.
 ME2389'
 ME2389'TO REACH THE STATION FROM THE COURTHOUSE IN WINAMAC, GO NORTH ON STATE
 ME2389'HIGHWAY 14 FOR 0.3 MILE, TURN LEFT ON HIGHWAY 14 AND GO WEST 14.3
 ME2389'MILES, TURN LEFT AND GO SOUTH 0.5 MILE TO THE STATION ON THE LEFT AS
 ME2389'DESCRIBED.
 ME2389'
 ME2389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2389
 ME2389                          STATION RECOVERY (1948)
 ME2389
 ME2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2389'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2389'CONDITION.  DIRECTION AND DISTANCE TO REFERENCE MARKS AND THE AZIMUTH
 ME2389'MARK WERE CHECKED.  SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH
 ME2389'MARK ARE DESCRIBED.  OLD DESCRIPTION IS ADEQUATE.
 ME2389'
 ME2389'HEIGHT OF LIGHT ABOVE STATION MARK- 31 METERS.
 ME2389
 ME2389                          STATION RECOVERY (1952)
 ME2389
 ME2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2389'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2389'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD
 ME2389'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.
 ME2389'
 ME2389'STATION IS ON PROPERTY OWNED BY MR. C.A. MCGEE.
 ME2389'
 ME2389'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421 AND
 ME2389'STATE HIGHWAY 14, 2 MILES SOUTH OF MEDARYVILLE, GO EAST ON HIGHWAY 14
 ME2389'FOR 0.7 MILE TO A GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH ON GRAVEL
 ME2389'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 ME2389'SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2389'
 ME2389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2389
 ME2389                          STATION RECOVERY (1969)
 ME2389
 ME2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2389'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ME2389'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS POOR AND A NEW ONE
 ME2389'FOLLOWS-
 ME2389'
 ME2389'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF FRANCISVILLE, ON THE
 ME2389'PROPERTY OF MR. C.A. MCGEE, 86 FEET SOUTHWEST OF A 30 INCH OAK TREE,
 ME2389'19 FEET NORTH OF A FENCE, 38 FEET NORTHEAST OF A FENCE CORNER, 34 FEET
 ME2389'EAST OF A FENCE, 54 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 84
 ME2389'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS 12 INCHES
 ME2389'UNDERGROUND AND THE DISK IS STAMPED GOODELL 1947.
 ME2389'
 ME2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 ME2389'HIGHWAY 14 (ABOUT 2 MILES SOUTH OF MEDARYVILLE)  GO EAST ON HIGHWAY 14
 ME2389'FOR 0.7 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 ME2389'PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON
 ME2389'THE PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ME2389'
 ME2389'REFERENCE MARK 1 IS 92 FEET SOUTHWEST OF A 10 INCH LOCUST TREE AND 2
 ME2389'FEET NORTH OF A FENCE.  THE MONUMENT IS 6 INCHES UNDERGROUND AND THE
 ME2389'DISK IS STAMPED GOODELL NO 1 1947.
 ME2389'
 ME2389'REFERENCE MARK 2 IS 1 FOOT EAST OF FENCE AND METAL WITNESS POST, 95
 ME2389'FEET NORTH OF THE FENCE CORNER, 21 FEET EAST OF THE CENTERLINE OF THE
 ME2389'ROAD AND 9 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH
 ME2389'AND THE DISK IS STAMPED GOODELL NO 2 1947.
 ME2389'
 ME2389'THE AZIMUTH MARK IS 20 FEET SOUTH OF A POWER POLE, 23 FEET WEST OF THE
 ME2389'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 ME2389'MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK IS STAMPED GOODELL 1949.
 ME2389'
 ME2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 ME2389'SOUTHEAST OF MEDARYVILLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2193 ***********************************************************************
 LB2193  DESIGNATION -  GOODLAND
 LB2193  PID         -  LB2193
 LB2193  STATE/COUNTY-  IN/NEWTON
 LB2193  COUNTRY     -  US
 LB2193  USGS QUAD   -  GOODLAND (2019)
 LB2193
 LB2193                         *CURRENT SURVEY CONTROL
 LB2193  ______________________________________________________________________
 LB2193* NAD 83(1997) POSITION- 40 45 55.73563(N) 087 17 27.26368(W)   ADJUSTED
 LB2193* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 LB2193  ______________________________________________________________________
 LB2193  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 LB2193  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LB2193  HORZ ORDER      -  THIRD
 LB2193
 LB2193.The horizontal coordinates were established by classical geodetic methods
 LB2193.and adjusted by the National Geodetic Survey in May 1999.
 LB2193
 LB2193.The orthometric height was scaled from a topographic map.
 LB2193
 LB2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2193.GEOID18 height accuracy estimate available here.
 LB2193
 LB2193.Click photographs - Photos may exist for this station.
 LB2193
 LB2193.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2193
 LB2193. The following values were computed from the NAD 83(1997) position.
 LB2193
 LB2193;                    North         East     Units Scale Factor Converg.
 LB2193;SPC IN W     -   612,536.197   882,474.611   MT  0.99997045   -0 08 07.9
 LB2193;SPC IN W     - 2,009,629.17  2,895,252.12   sFT  0.99997045   -0 08 07.9
 LB2193;UTM  16      - 4,512,764.582   475,447.784   MT  0.99960742   -0 11 23.8
 LB2193
 LB2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2193!SPC IN W     -   0.99997089  x   0.99997045  =   0.99994134
 LB2193!UTM  16      -   0.99997089  x   0.99960742  =   0.99957832
 LB2193
 LB2193:                Primary Azimuth Mark                     Grid Az
 LB2193:SPC IN W     -  GOODLAND AZ MK                           087 48 56.3
 LB2193:UTM  16      -  GOODLAND AZ MK                           087 52 12.2
 LB2193
 LB2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7544712764(NAD 83)
 LB2193
 LB2193|---------------------------------------------------------------------|
 LB2193| PID    Reference Object                     Distance      Geod. Az  |
 LB2193|                                                           dddmmss.s |
 LB2193| CM3568 GOODLAND AZ MK                                     0874048.4 |
 LB2193| CM3569 GOODLAND RM 1                        28.365 METERS 18533     |
 LB2193| LB2194 GOODLAND SS PETER AND PAUL CH       APPROX. 0.6 KM 2014956.4 |
 LB2193| CM3570 GOODLAND RM 2                        27.932 METERS 27635     |
 LB2193|---------------------------------------------------------------------|
 LB2193
 LB2193                          SUPERSEDED SURVEY CONTROL
 LB2193
 LB2193  NAD 83(1986)-  40 45 55.74174(N)    087 17 27.27390(W) AD(       ) 3
 LB2193  NAD 27      -  40 45 55.61210(N)    087 17 27.20460(W) AD(       ) 3
 LB2193
 LB2193.Superseded values are not recommended for survey control.
 LB2193
 LB2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2193.See file dsdata.pdf to determine how the superseded data were derived.
 LB2193
 LB2193_MARKER: DS = TRIANGULATION STATION DISK
 LB2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2193_STAMPING: GOODLAND 1955
 LB2193_MARK LOGO: CGS
 LB2193_PROJECTION: FLUSH
 LB2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2193+STABILITY: SURFACE MOTION
 LB2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB2193+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LB2193
 LB2193  HISTORY     - Date     Condition        Report By
 LB2193  HISTORY     - 1955     MONUMENTED       CGS
 LB2193  HISTORY     - 20190920 GOOD             INDIV
 LB2193
 LB2193                          STATION DESCRIPTION
 LB2193
 LB2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2193'STATION IS LOCATED IN THE EAST SECTION OF GOODLAND, IN THE NORTH EDGE
 LB2193'OF A SMALL CITY PARK, ACROSS THE STREET FROM AND ABOUT 200 FEET
 LB2193'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOODLAND SCHOOL.  IT IS
 LB2193'139 FEET SOUTHWEST OF THE INTERSECTION OF U. S. HIGHWAY 24 AND A
 LB2193'PAVED STREET, 32 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 20
 LB2193'FEET NORTHWEST OF A 30 INCH MAPLE TREE.  THE MARK IS FLUSH
 LB2193'AND THE DISK IS STAMPED GOODLAND 1955.
 LB2193'
 LB2193'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF THE CENTER OF A GRAVEL
 LB2193'SIDEWALK, 38 FEET WEST OF A WATER FOUNTAIN AND 6 FEET WEST OF THE
 LB2193'CENTER OF A GRAVEL SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 LB2193'STAMPED GOODLAND NO 1 1955.
 LB2193'
 LB2193'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF U. S. HIGHWAY
 LB2193'24 AND 9 FEET NORTH OF THE NORTH EDGE OF A ROW OF SHRUBBERY.  THE
 LB2193'MARK IS FLUSH AND THE DISK IS STAMPED GOODLAND NO 2 1955.
 LB2193'
 LB2193'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 30
 LB2193'FEET NORTH OF THE CENTER OF U. S. HIGHWAY 24, 4 FEET WEST OF A WHITE
 LB2193'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2193'4 INCHES AND THE DISK IS STAMPED GOODLAND 1955.
 LB2193'
 LB2193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 24 FOR
 LB2193'0.3 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF HIGHWAY AS
 LB2193'DESCRIBED.
 LB2193'
 LB2193'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2193
 LB2193                          STATION RECOVERY (2019)
 LB2193
 LB2193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LB2193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2194 ***********************************************************************
 LB2194  DESIGNATION -  GOODLAND SS PETER AND PAUL CH
 LB2194  PID         -  LB2194
 LB2194  STATE/COUNTY-  IN/NEWTON
 LB2194  COUNTRY     -  US
 LB2194  USGS QUAD   -  GOODLAND (2019)
 LB2194
 LB2194                         *CURRENT SURVEY CONTROL
 LB2194  ______________________________________________________________________
 LB2194* NAD 83(1997) POSITION- 40 45 39.12848(N) 087 17 36.01367(W)   ADJUSTED
 LB2194  ______________________________________________________________________
 LB2194  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 LB2194  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LB2194  HORZ ORDER      -  THIRD
 LB2194
 LB2194.The horizontal coordinates were established by classical geodetic methods
 LB2194.and adjusted by the National Geodetic Survey in May 1999.
 LB2194
 LB2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2194.GEOID18 height accuracy estimate available here.
 LB2194
 LB2194.Click photographs - Photos may exist for this station.
 LB2194
 LB2194.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2194
 LB2194. The following values were computed from the NAD 83(1997) position.
 LB2194
 LB2194;                    North         East     Units Scale Factor Converg.
 LB2194;SPC IN W     -   612,024.421   882,268.173   MT  0.99997054   -0 08 13.6
 LB2194;SPC IN W     - 2,007,950.12  2,894,574.83   sFT  0.99997054   -0 08 13.6
 LB2194;UTM  16      - 4,512,253.188   475,240.935   MT  0.99960755   -0 11 29.5
 LB2194
 LB2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7524012253(NAD 83)
 LB2194
 LB2194                          SUPERSEDED SURVEY CONTROL
 LB2194
 LB2194  NAD 83(1986)-  40 45 39.13454(N)    087 17 36.02381(W) AD(       ) 3
 LB2194  NAD 27      -  40 45 39.00500(N)    087 17 35.95500(W) AD(       ) 3
 LB2194
 LB2194.Superseded values are not recommended for survey control.
 LB2194
 LB2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2194.See file dsdata.pdf to determine how the superseded data were derived.
 LB2194
 LB2194_MARKER: 90 = CHURCH SPIRE
 LB2194
 LB2194  HISTORY     - Date     Condition        Report By
 LB2194  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2194  HISTORY     - 1955     GOOD             CGS
 LB2194
 LB2194                          STATION DESCRIPTION
 LB2194
 LB2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2194'THIS IS AN INTERSECTION STATION.
 LB2194'
 LB2194'THE STATION IS LOCATED IN THE TOWN OF GOODLAND.  IT IS 0.3 MILE SOUTH
 LB2194'OF U. S. HIGHWAY 24 AND 75 FEET EAST OF THE CENTER OF NEWTON
 LB2194'STREET.  IT IS A GRAY SHINGLED SPIRE HAVING A GOLD CROSS ON THE TOP
 LB2194'AND IT IS APPROXIMATELY 80 FEET IN HEIGHT.  THE POINT OBSERVED ON
 LB2194'WAS THE APEX OF THE SPIRE.
 LB2194
 LB2194                          STATION RECOVERY (1955)
 LB2194
 LB2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2194'STATION WAS DESCRIBED IN 1948 BUT NO RECORD WAS FOUND OF GEOGRAPHIC
 LB2194'POSITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 LB2194'OF THE HEIGHT.  HEIGHT OF THE TOP OF THE CROSS IS 104 FEET.  HEIGHT
 LB2194'WAS DETERMINED BY USE OF HAND LEVEL.  RECORDED IN VOL. 31 PAGE 18.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1848 ***********************************************************************
 MD1848  DESIGNATION -  GOOSE
 MD1848  PID         -  MD1848
 MD1848  STATE/COUNTY-  IN/STEUBEN
 MD1848  COUNTRY     -  US
 MD1848  USGS QUAD   -  HAMILTON (2019)
 MD1848
 MD1848                         *CURRENT SURVEY CONTROL
 MD1848  ______________________________________________________________________
 MD1848* NAD 83(1997) POSITION- 41 33 52.43067(N) 084 59 15.26769(W)   ADJUSTED
 MD1848* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 MD1848  ______________________________________________________________________
 MD1848  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 MD1848  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 MD1848  HORZ ORDER      -  SECOND
 MD1848
 MD1848.The horizontal coordinates were established by classical geodetic methods
 MD1848.and adjusted by the National Geodetic Survey in May 1999.
 MD1848
 MD1848.The orthometric height was scaled from a topographic map.
 MD1848
 MD1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1848.GEOID18 height accuracy estimate available here.
 MD1848
 MD1848.Click photographs - Photos may exist for this station.
 MD1848
 MD1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1848
 MD1848. The following values were computed from the NAD 83(1997) position.
 MD1848
 MD1848;                    North         East     Units Scale Factor Converg.
 MD1848;SPC IN E     -   701,478.954   156,643.527   MT  1.00000614   +0 27 02.0
 MD1848;SPC IN E     - 2,301,435.53    513,921.30   sFT  1.00000614   +0 27 02.0
 MD1848;UTM  16      - 4,603,387.673   667,799.885   MT  0.99994651   +1 20 07.7
 MD1848
 MD1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1848!SPC IN E     -   0.99995693  x   1.00000614  =   0.99996307
 MD1848!UTM  16      -   0.99995693  x   0.99994651  =   0.99990344
 MD1848
 MD1848:                Primary Azimuth Mark                     Grid Az
 MD1848:SPC IN E     -  GOOSE AZ MK                              288 39 47.5
 MD1848:UTM  16      -  GOOSE AZ MK                              287 46 41.8
 MD1848
 MD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6779903387(NAD 83)
 MD1848
 MD1848|---------------------------------------------------------------------|
 MD1848| PID    Reference Object                     Distance      Geod. Az  |
 MD1848|                                                           dddmmss.s |
 MD1848| CE6651 GOOSE RM 2                           35.775 METERS 01319     |
 MD1848| CE6650 GOOSE RM 1                           25.307 METERS 11035     |
 MD1848| MD1847 CHICAGO NEW YORK AWY BCN 14         APPROX. 1.1 KM 2361327.6 |
 MD1848| CE6649 GOOSE AZ MK                                        2890649.5 |
 MD1848| MD1475 ANGOLA MUNICIPAL TANK               APPROX. 8.4 KM 3515336.2 |
 MD1848| MD1473 ANGOLA WEATHERHEAD MFG CO TANK      APPROX. 8.8 KM 3524841.2 |
 MD1848| MD1857 ANGOLA COUNTY COURTHOUSE DOME       APPROX. 7.8 KM 3530225.4 |
 MD1848|---------------------------------------------------------------------|
 MD1848
 MD1848                          SUPERSEDED SURVEY CONTROL
 MD1848
 MD1848  NAD 83(1995)-  41 33 52.43075(N)    084 59 15.26898(W) AD(       ) 2
 MD1848  NAD 83(1994)-  41 33 52.43089(N)    084 59 15.27694(W) AD(       ) 2
 MD1848  NAD 83(1986)-  41 33 52.43163(N)    084 59 15.28098(W) AD(       ) 2
 MD1848  NAD 27      -  41 33 52.24910(N)    084 59 15.40900(W) AD(       ) 2
 MD1848
 MD1848.Superseded values are not recommended for survey control.
 MD1848
 MD1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1848.See file dsdata.pdf to determine how the superseded data were derived.
 MD1848
 MD1848_MARKER: DS = TRIANGULATION STATION DISK
 MD1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1848_STAMPING: GOOSE 1946
 MD1848_MARK LOGO: CGS
 MD1848_PROJECTION: FLUSH
 MD1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1848+STABILITY: SURFACE MOTION
 MD1848
 MD1848  HISTORY     - Date     Condition        Report By
 MD1848  HISTORY     - 1946     MONUMENTED       CGS
 MD1848  HISTORY     - 1960     GOOD             CGS
 MD1848
 MD1848                          STATION DESCRIPTION
 MD1848
 MD1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1848'STATION IS LOCATED IN THE FARM YARD OF MR. CLYDE GROGG, ABOUT 1-1/2
 MD1848'MILES SOUTHEAST OF PLEASANT LAKE AND 4-1/2 MILES NORTHEAST OF
 MD1848'HAMILTON.  IT IS 70.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN,
 MD1848'46 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 26 FEET NORTH OF
 MD1848'THE FENCE AND 18 FEET EAST OF THE BARNYARD FENCE.  THE MARK IS FLUSH
 MD1848'AND THE DISK IS STAMPED GOOSE 1946.
 MD1848'
 MD1848'REFERENCE MARK NO. 1 IS 83.03 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1848'47.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND 2 FEET NORTH
 MD1848'OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MD1848'STAMPED GOOSE NO 1 1946.
 MD1848'
 MD1848'REFERENCE MARK NO. 2 IS 117.37 FEET NORTH OF THE STATION.  IT IS 1
 MD1848'FOOT SOUTH OF THE FENCE AND 17.5 FEET EAST OF THE NORTHEAST CORNER OF
 MD1848'THE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED GOOSE NO 2 1946.
 MD1848'
 MD1848'AZIMUTH MARK IS ABOUT 0.7 MILE NORTHWEST OF THE STATION ON THE WEST
 MD1848'SIDE OF A DIRT ROAD.  IT IS 20 FEET WEST OF THE APPROXIMATE CENTER OF
 MD1848'THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WHITE
 MD1848'WITNESS POST AND ONE FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT
 MD1848'8 INCHES AND THE DISK IS STAMPED GOOSE 1946.
 MD1848'
 MD1848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27, STATE
 MD1848'HIGHWAY 727 (WEST) AND A PAVED COUNTY ROAD (EAST)  GO EAST ON PAVED
 MD1848'ROAD FOR 0.3 MILE TO A T-ROAD RIGHT, *CONTINUE STRAIGHT AHEAD FOR 0.8
 MD1848'MILE TO MR. CLYDE GROGGS FARMHOUSE ON THE LEFT AND STATION.
 MD1848'
 MD1848'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO 0.25 MILE
 MD1848'TO THE AZIMUTH MARK ON THE RIGHT.
 MD1848'
 MD1848'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1848
 MD1848                          STATION RECOVERY (1960)
 MD1848
 MD1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1848'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED
 MD1848'ORIGINALLY THO FARM NOW BELONGS TO POWERS.  ALL EVIDENCE OF POSITION
 MD1848'OF AIRWAY BEACON NO. 14 HAS BEEN REMOVED.
 MD1848'
 MD1848'ABOUT 1.2 MILES EASTERLY ALONG PAVED COUNTY ROAD EXTENSION OF THE MAIN
 MD1848'STREET OF PLEASANT LAKE FROM ITS GRADE CROSSING WITH NO. 27 U.S.
 MD1848'HIGHWAY, JUST S OF GOOSENECK LAKES, ABOUT ON THE CREST OF A RIDGE, AN
 MD1848'ESTIMATED 300 YARDS W OF HIGH (ESTIMATED 300 FEET) STEEL MICROWAVE
 MD1848'RELAY TOWER, 71 FEET S OF SE CORNER OF E ONE OF TWO BARNS, 15 FEET ESE
 MD1848'OF PROJECTED PLANE OF E WALL OF SAME, 47 FEET NNE OF 20-FOOT ASPHALT
 MD1848'ROAD, 19-1/2 FEET SE OF SE CORNER OF LARGE CONCRETE-PAVED FEEDLOT
 MD1848'AREA, STANDARD DISKS STAMPED GOOSE 1946, IN 7A AND 1A MARKS FLUSH WITH
 MD1848'THE GROUND.
 MD1848'
 MD1848'REFERENCE STAMPED GOOSE NO 1 1946, NOTE 11A, FLUSH, IS 82.97 FEET
 MD1848'(24.289 METERS) ESE IN AZIMUTH 290 DEG 35 MIN FROM THE STATION, 127
 MD1848'FEET SE OF SE CORNER OF BARN, AND 48 FEET NNE OF CENTER LINE OF ROAD.
 MD1848'
 MD1848'REFERENCE STAMPED GOOSE NO 2 1946, NOTE 11A, 0.6 FOOT UNDERGROUND, IS
 MD1848'117.37 FEET (35.774 M.) NNE IN AZIMUTH 193 DEG 19 MIN FROM THE
 MD1848'STATION, 17.5 FEET E OF NE CORNER OF BARN, 2.3 FEET NNE OF PROJECTED
 MD1848'PLANE OF N WALL OF BARN, AND 7.7 FEET S OF A FENCE.
 MD1848'
 MD1848'AZIMUTH STAMPED GOOSE 1946, NOTE 16A, PROJECTS 0.7 FOOT, IS 0.7 MILE
 MD1848'WNW (GO 0.8 MILE NW THENCE 0.25 MILE S) IN AZIMUTH 109 DEG 06 MIN 49.5
 MD1848'SEC FROM THE STATION, 19 FEET W OF CENTER LINE OF GRAVEL ROAD, 2.0
 MD1848'FEET HIGHER THAN SAME, 5.5 FEET NNW OF CENTER OF TELEPHONE POLE, AND
 MD1848'1.7 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2025 ***********************************************************************
 JA2025  DESIGNATION -  GORDON
 JA2025  PID         -  JA2025
 JA2025  STATE/COUNTY-  IN/GIBSON
 JA2025  COUNTRY     -  US
 JA2025  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA2025
 JA2025                         *CURRENT SURVEY CONTROL
 JA2025  ______________________________________________________________________
 JA2025* NAD 83(1997) POSITION- 38 24 26.69590(N) 087 41 49.11988(W)   ADJUSTED
 JA2025* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 JA2025  ______________________________________________________________________
 JA2025  GEOID HEIGHT    -        -31.350 (meters)                     GEOID18
 JA2025  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 JA2025  HORZ ORDER      -  SECOND
 JA2025
 JA2025.The horizontal coordinates were established by classical geodetic methods
 JA2025.and adjusted by the National Geodetic Survey in May 1999.
 JA2025
 JA2025.The orthometric height was scaled from a topographic map.
 JA2025
 JA2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2025.GEOID18 height accuracy estimate available here.
 JA2025
 JA2025.Click photographs - Photos may exist for this station.
 JA2025
 JA2025.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2025
 JA2025. The following values were computed from the NAD 83(1997) position.
 JA2025
 JA2025;                    North         East     Units Scale Factor Converg.
 JA2025;SPC IN W     -   350,894.091   846,403.199   MT  1.00000203   -0 22 52.4
 JA2025;SPC IN W     - 1,151,225.03  2,776,907.83   sFT  1.00000203   -0 22 52.4
 JA2025;UTM  16      - 4,251,250.137   439,146.961   MT  0.99964560   -0 25 58.8
 JA2025
 JA2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2025!SPC IN W     -   0.99998125  x   1.00000203  =   0.99998328
 JA2025!UTM  16      -   0.99998125  x   0.99964560  =   0.99962685
 JA2025
 JA2025:                Primary Azimuth Mark                     Grid Az
 JA2025:SPC IN W     -  GORDON AZ MK                             268 28 58.1
 JA2025:UTM  16      -  GORDON AZ MK                             268 32 04.5
 JA2025
 JA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3914651250(NAD 83)
 JA2025
 JA2025|---------------------------------------------------------------------|
 JA2025| PID    Reference Object                     Distance      Geod. Az  |
 JA2025|                                                           dddmmss.s |
 JA2025| JA2011 PATOKA MUNICIPAL TANK               APPROX. 9.6 KM 0881925.2 |
 JA2025| CG7910 GORDON RM 1                          25.672 METERS 09657     |
 JA2025| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX.13.7 KM 1213334.1 |
 JA2025| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX.13.4 KM 1223804.1 |
 JA2025| CG7911 GORDON RM 2                          40.057 METERS 24419     |
 JA2025| JA2058 MT CARMEL RAD WSAB                  APPROX. 8.1 KM 2632626.0 |
 JA2025| JA2059 MT CARMEL S MUNICIPAL TANK          APPROX. 7.0 KM 2670013.1 |
 JA2025| CG7909 GORDON AZ MK                                       2680605.7 |
 JA2025|---------------------------------------------------------------------|
 JA2025
 JA2025                          SUPERSEDED SURVEY CONTROL
 JA2025
 JA2025  NAD 83(1993)-  38 24 26.70413(N)    087 41 49.11977(W) AD(       ) 2
 JA2025  NAD 83(1986)-  38 24 26.70542(N)    087 41 49.12057(W) AD(       ) 2
 JA2025  NAD 27      -  38 24 26.54102(N)    087 41 49.02510(W) AD(       ) 2
 JA2025
 JA2025.Superseded values are not recommended for survey control.
 JA2025
 JA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2025.See file dsdata.pdf to determine how the superseded data were derived.
 JA2025
 JA2025_MARKER: DS = TRIANGULATION STATION DISK
 JA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2025_STAMPING: GORDON 1967
 JA2025_MARK LOGO: CGS
 JA2025_PROJECTION: RECESSED 36 CENTIMETERS
 JA2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2025+STABILITY: SURFACE MOTION
 JA2025
 JA2025  HISTORY     - Date     Condition        Report By
 JA2025  HISTORY     - 1967     MONUMENTED       CGS
 JA2025
 JA2025                          STATION DESCRIPTION
 JA2025
 JA2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2025'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF PRINCETON, 6 MILES
 JA2025'WEST OF PATOKA, 3.75 MILES EAST OF MT CARMEL AND ON PROPERTY OWNED BY
 JA2025'MR HOMER E HULFACHER.
 JA2025'
 JA2025'TO REACH THE STATION FROM THE POST OFFICE IN PATOKA, GO WEST ON A
 JA2025'PAVED ROAD FOR 0.6 MILE TO THE JUNCTION OF U S HIGHWAY 41.  CONTINUE
 JA2025'WEST ON THE PAVED AND GRAVELED ROAD FOR 5.6 MILES TO THE STATION ON
 JA2025'THE RIGHT AS DESCRIBED.
 JA2025'
 JA2025'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2025'
 JA2025'STATION MARK, STAMPED GORDON 1967 IS SET 14 INCHES BELOW THE GROUND
 JA2025'SURFACE.  IT IS 59.4 FEET NORTH OF A POWER POLE AND 30 FEET NORTH OF
 JA2025'THE CENTER OF A GRAVELED ROAD.
 JA2025'
 JA2025'RM NO 1, STAMPED GORDON NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2025'SURFACE.  IT IS 20 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 JA2025'1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 JA2025'
 JA2025'RM NO 2, STAMPED GORDON NO 2 1967 IS SET FLUSH WITH THE GROUND
 JA2025'SURFACE.  IT IS 27 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 JA2025'1.4 FEET EAST OF A METAL WITNESS POST.
 JA2025'
 JA2025'AZIMUTH MARK, STAMPED GORDON 1967 PROJECTS 4 INCHES.  IT IS 16 FEET
 JA2025'WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET SOUTH OF A 4-FOOT OAK
 JA2025'TREE AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 JA2025'
 JA2025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED ROAD
 JA2025'FOR 1.7 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 JA2025'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JA2025'
 JA2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1775 ***********************************************************************
 KA1775  DESIGNATION -  GOSHEN
 KA1775  PID         -  KA1775
 KA1775  STATE/COUNTY-  IN/VIGO
 KA1775  COUNTRY     -  US
 KA1775  USGS QUAD   -  NEW GOSHEN (2019)
 KA1775
 KA1775                         *CURRENT SURVEY CONTROL
 KA1775  ______________________________________________________________________
 KA1775* NAD 83(1997) POSITION- 39 34 04.74769(N) 087 27 15.80180(W)   ADJUSTED
 KA1775* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 KA1775  ______________________________________________________________________
 KA1775  GEOID HEIGHT    -        -32.655 (meters)                     GEOID18
 KA1775  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 KA1775  HORZ ORDER      -  SECOND
 KA1775
 KA1775.The horizontal coordinates were established by classical geodetic methods
 KA1775.and adjusted by the National Geodetic Survey in May 1999.
 KA1775
 KA1775.The orthometric height was scaled from a topographic map.
 KA1775
 KA1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1775.GEOID18 height accuracy estimate available here.
 KA1775
 KA1775.Click photographs - Photos may exist for this station.
 KA1775
 KA1775.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1775
 KA1775. The following values were computed from the NAD 83(1997) position.
 KA1775
 KA1775;                    North         East     Units Scale Factor Converg.
 KA1775;SPC IN W     -   479,618.217   868,116.336   MT  0.99997918   -0 14 10.9
 KA1775;SPC IN W     - 1,573,547.43  2,848,145.01   sFT  0.99997918   -0 14 10.9
 KA1775;UTM  16      - 4,379,908.208   460,970.059   MT  0.99961875   -0 17 22.0
 KA1775
 KA1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1775!SPC IN W     -   0.99997515  x   0.99997918  =   0.99995433
 KA1775!UTM  16      -   0.99997515  x   0.99961875  =   0.99959391
 KA1775
 KA1775:                Primary Azimuth Mark                     Grid Az
 KA1775:SPC IN W     -  SHIRKIE                                  306 01 02.6
 KA1775:UTM  16      -  SHIRKIE                                  306 04 13.7
 KA1775
 KA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6097079908(NAD 83)
 KA1775
 KA1775|---------------------------------------------------------------------|
 KA1775| PID    Reference Object                     Distance      Geod. Az  |
 KA1775|                                                           dddmmss.s |
 KA1775| KA1778 TERRE HAUTE RAD STA WTHI MAST       APPROX. 6.2 KM 1182158.9 |
 KA1775| CM3575 GOSHEN AZ MK                                       1521659.0 |
 KA1775| CM3576 GOSHEN RM 1                          33.314 METERS 24935     |
 KA1775| KA1779 SHIRKIE                             APPROX. 4.8 KM 3054651.7 |
 KA1775| CM3577 GOSHEN RM 2                          74.584 METERS 33411     |
 KA1775|---------------------------------------------------------------------|
 KA1775
 KA1775                          SUPERSEDED SURVEY CONTROL
 KA1775
 KA1775  NAD 83(1986)-  39 34 04.75441(N)    087 27 15.79276(W) AD(       ) 2
 KA1775  NAD 27      -  39 34 04.63100(N)    087 27 15.71720(W) AD(       ) 2
 KA1775
 KA1775.Superseded values are not recommended for survey control.
 KA1775
 KA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1775.See file dsdata.pdf to determine how the superseded data were derived.
 KA1775
 KA1775_MARKER: DS = TRIANGULATION STATION DISK
 KA1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1775_STAMPING: GOSHEN 1947
 KA1775_MARK LOGO: CGS
 KA1775_PROJECTION: RECESSED 30 CENTIMETERS
 KA1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1775+STABILITY: SURFACE MOTION
 KA1775
 KA1775  HISTORY     - Date     Condition        Report By
 KA1775  HISTORY     - 1947     MONUMENTED       CGS
 KA1775
 KA1775                          STATION DESCRIPTION
 KA1775
 KA1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1775'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTH OF WEST TERRE HAUTE, 1
 KA1775'MILE SOUTH-SOUTHEAST OF NEW GOSHEN, 0.1 MILE WEST OF U.S.
 KA1775'HIGHWAY 150, AND ON LAND OWNED BY MR. C. BARBOUR. THE MARK IS 114
 KA1775'FEET EAST OF A FENCE CORNER, 111 FEET NORTHWEST OF THE NORTHWEST
 KA1775'CORNER OF A CATTLE SHED, AND 29 FEET NORTH OF THE APPROXIMATE
 KA1775'CENTERLINE OF A FARM ROAD.  THE MARK IS 12-INCH UNDERGROUND, AND
 KA1775'THE DISK IS STAMPED GOSHEN 1947.
 KA1775'
 KA1775'REFERENCE MARK NO. 1 IS 109.30 FEET WEST-SOUTHWEST OF THE STATION AND
 KA1775'5.5 FEET EAST OF A GATE POST AND A FENCE CORNER. THE MARK
 KA1775'PROJECTS 6 INCHES, AND THE DISK IS STAMPED GOSHEN NO 1 1947.
 KA1775'
 KA1775'REFERENCE MARK NO. 2 IS 245.70 FEET NORTH-NORTHWEST OF THE STATION
 KA1775'SLOPE MEASUREMENT AND 7.5 FEET EAST OF A WIRE FENCE. THE MARK
 KA1775'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GOSHEN NO 2 1947.
 KA1775'
 KA1775'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTH-SOUTHEAST OF THE
 KA1775'STATION, 19.9 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 150,
 KA1775'2.5 FEET EAST OF A WIRE FENCE, AND 2.2 FEET WEST OF A WITNESS POST.
 KA1775'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED GOSHEN 1947.
 KA1775'
 KA1775'TO REACH THE STATION FROM THE POST OFFICE IN NEW GOSHEN, GO SOUTH ON
 KA1775'U.S. HIGHWAY 150 FOR 1 MILE TO A FARM DRIVEWAY ON THE LEFT AND A
 KA1775'FARM ROAD ON THE RIGHT. TURN RIGHT, WEST, AND GO ON THE FARM ROAD FOR
 KA1775'0.1 MILE TO THE HIGHEST POINT OF THE SMALL HILL AND THE
 KA1775'STATION.
 KA1775'
 KA1775'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE TO THE
 KA1775'HIGHWAY, TURN RIGHT, SOUTH, AND GO ON U.S.  HIGHWAY 150 FOR
 KA1775'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1775'
 KA1775'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1711 ***********************************************************************
 MD1711  DESIGNATION -  GOSHEN
 MD1711  PID         -  MD1711
 MD1711  STATE/COUNTY-  IN/ELKHART
 MD1711  COUNTRY     -  US
 MD1711  USGS QUAD   -  GOSHEN (2019)
 MD1711
 MD1711                         *CURRENT SURVEY CONTROL
 MD1711  ______________________________________________________________________
 MD1711* NAD 83(1997) POSITION- 41 35 50.72340(N) 085 49 10.41407(W)   ADJUSTED
 MD1711* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 MD1711  ______________________________________________________________________
 MD1711  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 MD1711  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 MD1711  HORZ ORDER      -  FIRST
 MD1711
 MD1711.The horizontal coordinates were established by classical geodetic methods
 MD1711.and adjusted by the National Geodetic Survey in May 1999.
 MD1711
 MD1711.The orthometric height was scaled from a topographic map.
 MD1711
 MD1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1711.GEOID18 height accuracy estimate available here.
 MD1711
 MD1711.Click photographs - Photos may exist for this station.
 MD1711
 MD1711.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1711
 MD1711. The following values were computed from the NAD 83(1997) position.
 MD1711
 MD1711;                    North         East     Units Scale Factor Converg.
 MD1711;SPC IN E     -   704,916.905    87,253.611   MT  0.99996867   -0 06 05.4
 MD1711;SPC IN E     - 2,312,714.88    286,264.56   sFT  0.99996867   -0 06 05.4
 MD1711;UTM  16      - 4,605,752.990   598,375.879   MT  0.99971909   +0 47 01.5
 MD1711
 MD1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1711!SPC IN E     -   0.99996356  x   0.99996867  =   0.99993223
 MD1711!UTM  16      -   0.99996356  x   0.99971909  =   0.99968266
 MD1711
 MD1711:                Primary Azimuth Mark                     Grid Az
 MD1711:SPC IN E     -  GOSHEN MILK CONDENSING CO STK            190 12 03.8
 MD1711:UTM  16      -  GOSHEN MILK CONDENSING CO STK            189 18 56.9
 MD1711
 MD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9837505752(NAD 83)
 MD1711
 MD1711|---------------------------------------------------------------------|
 MD1711| PID    Reference Object                     Distance      Geod. Az  |
 MD1711|                                                           dddmmss.s |
 MD1711| CC9242 GOSHEN RM 1                          21.199 METERS 16814     |
 MD1711| MD1718 GOSHEN MILK CONDENSING CO STK       APPROX. 3.0 KM 1900558.4 |
 MD1711| MD1713 GOSHEN MUNICIPAL TANK               APPROX. 2.6 KM 1933114.1 |
 MD1711| CC9241 GOSHEN AZ MK                                       2170527.4 |
 MD1711| MD1714 GOSHEN CO COURTHOUSE DOME           APPROX. 1.7 KM 2290100.1 |
 MD1711| MD1712 GOSHEN N IND PUB SER RAD MAST       APPROX. 2.1 KM 2290323.0 |
 MD1711| MD1716 GOSHEN MUNICIPAL STANDPIPE          APPROX. 1.4 KM 2313832.7 |
 MD1711| CC9243 GOSHEN RM 2                          19.504 METERS 26251     |
 MD1711|---------------------------------------------------------------------|
 MD1711
 MD1711                          SUPERSEDED SURVEY CONTROL
 MD1711
 MD1711  NAD 83(1994)-  41 35 50.72512(N)    085 49 10.41877(W) AD(       ) 1
 MD1711  NAD 83(1986)-  41 35 50.72567(N)    085 49 10.42183(W) AD(       ) 1
 MD1711  NAD 27      -  41 35 50.54660(N)    085 49 10.44370(W) AD(       ) 1
 MD1711
 MD1711.Superseded values are not recommended for survey control.
 MD1711
 MD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1711.See file dsdata.pdf to determine how the superseded data were derived.
 MD1711
 MD1711_MARKER: DS = TRIANGULATION STATION DISK
 MD1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1711_STAMPING: GOSHEN 1947
 MD1711_MARK LOGO: CGS
 MD1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1711+STABILITY: SURFACE MOTION
 MD1711
 MD1711  HISTORY     - Date     Condition        Report By
 MD1711  HISTORY     - 1947     MONUMENTED       CGS
 MD1711  HISTORY     - 1967     GOOD             BRADY
 MD1711  HISTORY     - 1980     GOOD             IN-039
 MD1711
 MD1711                          STATION DESCRIPTION
 MD1711
 MD1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1711'STATION IS LOCATED IN THE NORTHEAST SECTION OF GOSHEN ON A HIGH HILL
 MD1711'OVERLOOKING THE CITY.  IT IS 179 FEET SOUTH OF THE CENTER OF
 MD1711'MIDDLEBURY STREET, 20 FEET NORTHEAST OF AN 8 INCH OAK TREE AND 3.5
 MD1711'FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 MD1711'AND THE DISK IS STAMPED GOSHEN 1947.
 MD1711'
 MD1711'REFERENCE MARK NO. 1 IS 69.55 FEET SOUTH OF THE STATION.  IT IS 11
 MD1711'FEET EAST OF A 10 INCH OAK TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MD1711'THE DISK IS STAMPED GOSHEN NO 1 1947.
 MD1711'
 MD1711'REFERENCE MARK NO. 2 IS 63.99 FEET WEST OF THE STATION.  IT IS 36 FEET
 MD1711'SOUTHEAST OF A 36 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 MD1711'STAMPED GOSHEN NO 2 1947.
 MD1711'
 MD1711'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE STATION IN FRONT OF
 MD1711'THE HOUSE AT 218 NORTH NINTH STREET.  IT IS 59.5 FEET WEST OF THE
 MD1711'NORTHWEST CORNER OF THE HOUSE, 33 FEET EAST OF THE INTERSECTION OF
 MD1711'CROSS AND N. NINTH STREETS AND 17 FEET EAST OF A POWER POLE AND A
 MD1711'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GOSHEN
 MD1711'1947.
 MD1711'
 MD1711'TO REACH THE STATION FROM THE COURTHOUSE IN GOSHEN GO NORTH ON STATE
 MD1711'HIGHWAY 15 FOR 0.4 MILE TO MIDDLEBURY STREET, TURN RIGHT ON MIDDLEBURY
 MD1711'STREET AND GO 0.45 MILE TO NORTH NINTH STREET, *CONTINUE EAST ON
 MD1711'MIDDLEBURY STREET FOR 0.45 MILE TO A GRAVEL ROAD LEFT AND A DIM ROAD
 MD1711'RIGHT, TURN RIGHT ON DIM ROAD AND GO ABOUT 60 YARDS TO THE HIGHEST
 MD1711'POINT AND STATION.  *TO REACH THE AZIMUTH FROM THIS POINT TURN RIGHT
 MD1711'ON NORTH NINTH STREET AND GO SOUTH FOR 0.35 MILE TO CROSS STREET AND
 MD1711'THE AZIMUTH MARK AS DESCRIBED.
 MD1711'
 MD1711'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1711
 MD1711                          STATION RECOVERY (1967)
 MD1711
 MD1711'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1711'GOSHEN 1947 FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS AND AZIMUTH
 MD1711'MARK FOUND.  STATION LOCATED INSIDE GIRL SCOUT CAMP WHICH IS FENCED
 MD1711'WITH STEEL FENCING.  CALL 219-533-4590 IN GOSHEN, INDIANA (IRWIN BLDG)
 MD1711'FOR KEY.
 MD1711
 MD1711                          STATION RECOVERY (1980)
 MD1711
 MD1711'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1711'GOSHEN 1947 RECOVERED GOOD.  GOSHEN NO. 1 1947 RECOVERED GOOD.  GOSHEN
 MD1711'NO. 2 1947 NOT FOUND.  AZIMUTH MARK NOT VISIBLE FROM STATION DUE TO
 MD1711'BUILDING AND TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1714 ***********************************************************************
 MD1714  DESIGNATION -  GOSHEN CO COURTHOUSE DOME
 MD1714  PID         -  MD1714
 MD1714  STATE/COUNTY-  IN/ELKHART
 MD1714  COUNTRY     -  US
 MD1714  USGS QUAD   -  GOSHEN (2019)
 MD1714
 MD1714                         *CURRENT SURVEY CONTROL
 MD1714  ______________________________________________________________________
 MD1714* NAD 83(1997) POSITION- 41 35 13.67843(N) 085 50 07.20400(W)   ADJUSTED
 MD1714  ______________________________________________________________________
 MD1714  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 MD1714  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 MD1714  HORZ ORDER      -  THIRD
 MD1714
 MD1714.The horizontal coordinates were established by classical geodetic methods
 MD1714.and adjusted by the National Geodetic Survey in May 1999.
 MD1714
 MD1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1714.GEOID18 height accuracy estimate available here.
 MD1714
 MD1714.Click photographs - Photos may exist for this station.
 MD1714
 MD1714.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1714
 MD1714. The following values were computed from the NAD 83(1997) position.
 MD1714
 MD1714;                    North         East     Units Scale Factor Converg.
 MD1714;SPC IN E     -   703,776.500    85,936.246   MT  0.99996910   -0 06 43.0
 MD1714;SPC IN E     - 2,308,973.40    281,942.50   sFT  0.99996910   -0 06 43.0
 MD1714;UTM  16      - 4,604,592.662   597,076.615   MT  0.99971597   +0 46 23.2
 MD1714
 MD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9707604592(NAD 83)
 MD1714
 MD1714                          SUPERSEDED SURVEY CONTROL
 MD1714
 MD1714  NAD 83(1994)-  41 35 13.68017(N)    085 50 07.20926(W) AD(       ) 3
 MD1714  NAD 83(1986)-  41 35 13.68077(N)    085 50 07.21189(W) AD(       ) 3
 MD1714  NAD 27      -  41 35 13.50200(N)    085 50 07.23300(W) AD(       ) 3
 MD1714
 MD1714.Superseded values are not recommended for survey control.
 MD1714
 MD1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1714.See file dsdata.pdf to determine how the superseded data were derived.
 MD1714
 MD1714_MARKER: 87 = DOME
 MD1714
 MD1714  HISTORY     - Date     Condition        Report By
 MD1714  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1714
 MD1714                          STATION DESCRIPTION
 MD1714
 MD1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1714'THIS IS AN INTERSECTION STATION.
 MD1714'
 MD1714'THE STATION IS LOCATED IN THE CENTER OF THE SQUARE IN THE CITY OF
 MD1714'GOSHEN.  THE DOME IS
 MD1714'ROOFED IN RED AND GREEN TILE WITH A CUPOLA ON TOP.  IT IS ABOUT 130
 MD1714'FEET HIGH.  THE POINT OBSERVED UPON WAS
 MD1714'THE CENTER OF THE CUPOLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1718 ***********************************************************************
 MD1718  DESIGNATION -  GOSHEN MILK CONDENSING CO STK
 MD1718  PID         -  MD1718
 MD1718  STATE/COUNTY-  IN/ELKHART
 MD1718  COUNTRY     -  US
 MD1718  USGS QUAD   -  GOSHEN (2019)
 MD1718
 MD1718                         *CURRENT SURVEY CONTROL
 MD1718  ______________________________________________________________________
 MD1718* NAD 83(1997) POSITION- 41 34 16.13711(N) 085 49 32.84894(W)   ADJUSTED
 MD1718  ______________________________________________________________________
 MD1718  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 MD1718  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 MD1718  HORZ ORDER      -  THIRD
 MD1718
 MD1718.The horizontal coordinates were established by classical geodetic methods
 MD1718.and adjusted by the National Geodetic Survey in May 1999.
 MD1718
 MD1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1718.GEOID18 height accuracy estimate available here.
 MD1718
 MD1718.Click photographs - Photos may exist for this station.
 MD1718
 MD1718.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1718
 MD1718. The following values were computed from the NAD 83(1997) position.
 MD1718
 MD1718;                    North         East     Units Scale Factor Converg.
 MD1718;SPC IN E     -   701,999.816    86,728.689   MT  0.99996883   -0 06 20.1
 MD1718;SPC IN E     - 2,303,144.40    284,542.37   sFT  0.99996883   -0 06 20.1
 MD1718;UTM  16      - 4,602,828.873   597,896.197   MT  0.99971794   +0 46 45.1
 MD1718
 MD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9789602828(NAD 83)
 MD1718
 MD1718                          SUPERSEDED SURVEY CONTROL
 MD1718
 MD1718  NAD 83(1994)-  41 34 16.13896(N)    085 49 32.85430(W) AD(       ) 3
 MD1718  NAD 83(1986)-  41 34 16.13958(N)    085 49 32.85694(W) AD(       ) 3
 MD1718  NAD 27      -  41 34 15.96000(N)    085 49 32.88000(W) AD(       ) 3
 MD1718
 MD1718.Superseded values are not recommended for survey control.
 MD1718
 MD1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1718.See file dsdata.pdf to determine how the superseded data were derived.
 MD1718
 MD1718_MARKER: 63 = STACK
 MD1718
 MD1718  HISTORY     - Date     Condition        Report By
 MD1718  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1718
 MD1718                          STATION DESCRIPTION
 MD1718
 MD1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1718'THIS IS AN INTERSECTION STATION.
 MD1718'
 MD1718'THE STATION IS LOCATED IN THE SOUTHERN OUTSKIRTS OF GOSHEN ABOUT 150
 MD1718'FEET EAST OF 9TH.
 MD1718'STREET.  IT IS ABOUT 200 FEET IN HEIGHT AND IT IS CONSTRUCTED OF RED
 MD1718'BRICKS.  THE POINT OBSERVED ON WAS THE
 MD1718'CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1721 ***********************************************************************
 MD1721  DESIGNATION -  GOSHEN MUNICIPAL AIRPORT BCN
 MD1721  PID         -  MD1721
 MD1721  STATE/COUNTY-  IN/ELKHART
 MD1721  COUNTRY     -  US
 MD1721  USGS QUAD   -  GOSHEN (2019)
 MD1721
 MD1721                         *CURRENT SURVEY CONTROL
 MD1721  ______________________________________________________________________
 MD1721* NAD 83(1997) POSITION- 41 31 24.39311(N) 085 47 35.00601(W)   ADJUSTED
 MD1721  ______________________________________________________________________
 MD1721  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 MD1721  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 MD1721  HORZ ORDER      -  THIRD
 MD1721
 MD1721.This mark is at Goshen Airport (GSH)
 MD1721
 MD1721.The horizontal coordinates were established by classical geodetic methods
 MD1721.and adjusted by the National Geodetic Survey in May 1999.
 MD1721
 MD1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1721.GEOID18 height accuracy estimate available here.
 MD1721
 MD1721.Click photographs - Photos may exist for this station.
 MD1721
 MD1721.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1721
 MD1721. The following values were computed from the NAD 83(1997) position.
 MD1721
 MD1721;                    North         East     Units Scale Factor Converg.
 MD1721;SPC IN E     -   696,696.961    89,451.030   MT  0.99996804   -0 05 01.6
 MD1721;SPC IN E     - 2,285,746.61    293,473.92   sFT  0.99996804   -0 05 01.6
 MD1721;UTM  16      - 4,597,569.968   600,699.369   MT  0.99972479   +0 48 00.7
 MD1721
 MD1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0069997569(NAD 83)
 MD1721
 MD1721                          SUPERSEDED SURVEY CONTROL
 MD1721
 MD1721  NAD 83(1994)-  41 31 24.39573(N)    085 47 35.01426(W) AD(       ) 3
 MD1721  NAD 83(1986)-  41 31 24.39551(N)    085 47 35.01486(W) AD(       ) 3
 MD1721  NAD 27      -  41 31 24.22000(N)    085 47 35.04400(W) AD(       ) 3
 MD1721
 MD1721.Superseded values are not recommended for survey control.
 MD1721
 MD1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1721.See file dsdata.pdf to determine how the superseded data were derived.
 MD1721
 MD1721_MARKER: 21 = AIRPORT BEACON
 MD1721
 MD1721  HISTORY     - Date     Condition        Report By
 MD1721  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1721
 MD1721                          STATION DESCRIPTION
 MD1721
 MD1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1721'THIS IS AN INTERSECTION STATION.
 MD1721'
 MD1721'THE STATION IS LOCATED AT THE MUNICIPAL AIRPORT, 5 MILES
 MD1721'SOUTH-SOUTHEAST OF
 MD1721'GOSHEN, 1/2 MILE WEST OF U.S. HIGHWAY 33, 1-1/4 MILES EAST OF STATE
 MD1721'HIGHWAY 15 AND 150 FEET NORTH OF THE
 MD1721'RADIO BUILDING.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED
 MD1721'ALTERNATE RED AND WHITE AND IT IS
 MD1721'ABOUT 50 FEET HIGH.  THE POINT OBSERVED UPON WAS THE REVOLVING LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1716 ***********************************************************************
 MD1716  DESIGNATION -  GOSHEN MUNICIPAL STANDPIPE
 MD1716  PID         -  MD1716
 MD1716  STATE/COUNTY-  IN/ELKHART
 MD1716  COUNTRY     -  US
 MD1716  USGS QUAD   -  GOSHEN (2019)
 MD1716
 MD1716                         *CURRENT SURVEY CONTROL
 MD1716  ______________________________________________________________________
 MD1716* NAD 83(1997) POSITION- 41 35 22.45546(N) 085 49 57.98870(W)   ADJUSTED
 MD1716  ______________________________________________________________________
 MD1716  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 MD1716  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 MD1716  HORZ ORDER      -  THIRD
 MD1716
 MD1716.The horizontal coordinates were established by classical geodetic methods
 MD1716.and adjusted by the National Geodetic Survey in May 1999.
 MD1716
 MD1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1716.GEOID18 height accuracy estimate available here.
 MD1716
 MD1716.Click photographs - Photos may exist for this station.
 MD1716
 MD1716.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1716
 MD1716. The following values were computed from the NAD 83(1997) position.
 MD1716
 MD1716;                    North         East     Units Scale Factor Converg.
 MD1716;SPC IN E     -   704,046.862    86,150.208   MT  0.99996903   -0 06 36.9
 MD1716;SPC IN E     - 2,309,860.41    282,644.47   sFT  0.99996903   -0 06 36.9
 MD1716;UTM  16      - 4,604,866.227   597,286.322   MT  0.99971647   +0 46 29.5
 MD1716
 MD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9728604866(NAD 83)
 MD1716
 MD1716                          SUPERSEDED SURVEY CONTROL
 MD1716
 MD1716  NAD 83(1994)-  41 35 22.45715(N)    085 49 57.99394(W) AD(       ) 3
 MD1716  NAD 83(1986)-  41 35 22.45775(N)    085 49 57.99664(W) AD(       ) 3
 MD1716  NAD 27      -  41 35 22.27900(N)    085 49 58.01700(W) AD(       ) 3
 MD1716
 MD1716.Superseded values are not recommended for survey control.
 MD1716
 MD1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1716.See file dsdata.pdf to determine how the superseded data were derived.
 MD1716
 MD1716_MARKER: 52 = STANDPIPE TANK
 MD1716
 MD1716  HISTORY     - Date     Condition        Report By
 MD1716  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1716
 MD1716                          STATION DESCRIPTION
 MD1716
 MD1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1716'THIS IS AN INTERSECTION STATION.
 MD1716'
 MD1716'THE STATION IS LOCATED 2 BLOCKS NORTH OF THE COURTHOUSE, 75 FEET EAST
 MD1716'OF THE CENTER OF
 MD1716'NORTH FIFTH STREET.  IT IS A STEEL STANDPIPE PAINTED SILVER AND IT IS
 MD1716'ABOUT 140 FEET HIGH.  THE POINT
 MD1716'OBSERVED ON WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1713 ***********************************************************************
 MD1713  DESIGNATION -  GOSHEN MUNICIPAL TANK
 MD1713  PID         -  MD1713
 MD1713  STATE/COUNTY-  IN/ELKHART
 MD1713  COUNTRY     -  US
 MD1713  USGS QUAD   -  GOSHEN (2019)
 MD1713
 MD1713                         *CURRENT SURVEY CONTROL
 MD1713  ______________________________________________________________________
 MD1713* NAD 83(1997) POSITION- 41 34 28.35055(N) 085 49 36.79140(W)   ADJUSTED
 MD1713  ______________________________________________________________________
 MD1713  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 MD1713  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 MD1713  HORZ ORDER      -  THIRD
 MD1713
 MD1713.The horizontal coordinates were established by classical geodetic methods
 MD1713.and adjusted by the National Geodetic Survey in May 1999.
 MD1713
 MD1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1713.GEOID18 height accuracy estimate available here.
 MD1713
 MD1713.Click photographs - Photos may exist for this station.
 MD1713
 MD1713.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1713
 MD1713. The following values were computed from the NAD 83(1997) position.
 MD1713
 MD1713;                    North         East     Units Scale Factor Converg.
 MD1713;SPC IN E     -   702,376.774    86,638.053   MT  0.99996886   -0 06 22.8
 MD1713;SPC IN E     - 2,304,381.13    284,245.01   sFT  0.99996886   -0 06 22.8
 MD1713;UTM  16      - 4,603,204.293   597,799.774   MT  0.99971770   +0 46 42.7
 MD1713
 MD1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9779903204(NAD 83)
 MD1713
 MD1713                          SUPERSEDED SURVEY CONTROL
 MD1713
 MD1713  NAD 83(1994)-  41 34 28.35236(N)    085 49 36.79669(W) AD(       ) 3
 MD1713  NAD 83(1986)-  41 34 28.35299(N)    085 49 36.79940(W) AD(       ) 3
 MD1713  NAD 27      -  41 34 28.17400(N)    085 49 36.82200(W) AD(       ) 3
 MD1713
 MD1713.Superseded values are not recommended for survey control.
 MD1713
 MD1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1713.See file dsdata.pdf to determine how the superseded data were derived.
 MD1713
 MD1713_MARKER: 53 = ELEVATED TANK
 MD1713
 MD1713  HISTORY     - Date     Condition        Report By
 MD1713  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1713
 MD1713                          STATION DESCRIPTION
 MD1713
 MD1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1713'THIS IS AN INTERSECTION STATION.
 MD1713'
 MD1713'THE STATION IS LOCATED AT THE SOUTHERN OUTSKIRTS OF GOSHEN AND 110
 MD1713'FEET NORTHWEST OF
 MD1713'THE INTERSECTION OF 9TH. AND JACKSON STREETS.  IT IS A STEEL WATER
 MD1713'TANK PAINTED SILVER AND IT IS 140
 MD1713'FEET HIGH.  THE POINT OBSERVED UPON WAS THE CENTER OF THE
 MD1713'TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1712 ***********************************************************************
 MD1712  DESIGNATION -  GOSHEN N IND PUB SER RAD MAST
 MD1712  PID         -  MD1712
 MD1712  STATE/COUNTY-  IN/ELKHART
 MD1712  COUNTRY     -  US
 MD1712  USGS QUAD   -  GOSHEN (2019)
 MD1712
 MD1712                         *CURRENT SURVEY CONTROL
 MD1712  ______________________________________________________________________
 MD1712* NAD 83(1997) POSITION- 41 35 06.06295(N) 085 50 18.97062(W)   ADJUSTED
 MD1712  ______________________________________________________________________
 MD1712  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 MD1712  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 MD1712  HORZ ORDER      -  THIRD
 MD1712
 MD1712.The horizontal coordinates were established by classical geodetic methods
 MD1712.and adjusted by the National Geodetic Survey in May 1999.
 MD1712
 MD1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1712.GEOID18 height accuracy estimate available here.
 MD1712
 MD1712.Click photographs - Photos may exist for this station.
 MD1712
 MD1712.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1712
 MD1712. The following values were computed from the NAD 83(1997) position.
 MD1712
 MD1712;                    North         East     Units Scale Factor Converg.
 MD1712;SPC IN E     -   703,542.097    85,663.246   MT  0.99996920   -0 06 50.8
 MD1712;SPC IN E     - 2,308,204.36    281,046.83   sFT  0.99996920   -0 06 50.8
 MD1712;UTM  16      - 4,604,354.130   596,807.336   MT  0.99971533   +0 46 15.3
 MD1712
 MD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9680704354(NAD 83)
 MD1712
 MD1712                          SUPERSEDED SURVEY CONTROL
 MD1712
 MD1712  NAD 83(1994)-  41 35 06.06488(N)    085 50 18.97569(W) AD(       ) 3
 MD1712  NAD 83(1986)-  41 35 06.06537(N)    085 50 18.97837(W) AD(       ) 3
 MD1712  NAD 27      -  41 35 05.88500(N)    085 50 18.99900(W) AD(       ) 3
 MD1712
 MD1712.Superseded values are not recommended for survey control.
 MD1712
 MD1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1712.See file dsdata.pdf to determine how the superseded data were derived.
 MD1712
 MD1712_MARKER: 42 = RADIO/TV MAST
 MD1712
 MD1712  HISTORY     - Date     Condition        Report By
 MD1712  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1712
 MD1712                          STATION DESCRIPTION
 MD1712
 MD1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1712'THIS IS AN INTERSECTION STATION.
 MD1712'
 MD1712'THE STATION IS LOCATED IN GOSHEN 2 BLOCKS SOUTH OF THE ELKHART COUNTY
 MD1712'COURT HOUSE, AND ON TOP
 MD1712'OF A 2 STORY BRICK BUILDING.  IT IS A STRUCTURAL STEEL TOWER ABOUT
 MD1712'125 FEET HIGH WITH ALTERNATE SECTIONS
 MD1712'PAINTED RED AND WHITE.  POINT OBSERVED WAS TOP OF MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1902 ***********************************************************************
 MD1902  DESIGNATION -  GOSPORT
 MD1902  PID         -  MD1902
 MD1902  STATE/COUNTY-  IN/ELKHART
 MD1902  COUNTRY     -  US
 MD1902  USGS QUAD   -  GOSHEN (2019)
 MD1902
 MD1902                         *CURRENT SURVEY CONTROL
 MD1902  ______________________________________________________________________
 MD1902* NAD 83(1997) POSITION- 41 31 26.88242(N) 085 47 35.76536(W)   ADJUSTED
 MD1902* NAD 83(1997) ELLIP HT-   216.306 (meters)        (05/25/99)   ADJUSTED
 MD1902* NAVD 88 ORTHO HEIGHT -   249.6   (meters)      819.    (feet) VERTCON3
 MD1902  ______________________________________________________________________
 MD1902  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 MD1902  NAD 83(1997) X  -    350,812.062 (meters)                     COMP
 MD1902  NAD 83(1997) Y  - -4,769,479.163 (meters)                     COMP
 MD1902  NAD 83(1997) Z  -  4,206,322.793 (meters)                     COMP
 MD1902  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 MD1902  HORZ ORDER      -  THIRD
 MD1902  ELLP ORDER      -  FOURTH    CLASS I
 MD1902
 MD1902.This mark is at Goshen Airport (GSH)
 MD1902
 MD1902.The horizontal coordinates were established by GPS observations
 MD1902.and adjusted by the National Geodetic Survey in May 1999.
 MD1902
 MD1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1902
 MD1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1902.GEOID18 height accuracy estimate available here.
 MD1902
 MD1902.Click photographs - Photos may exist for this station.
 MD1902
 MD1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1902
 MD1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1902
 MD1902.The ellipsoidal height was determined by GPS observations
 MD1902.and is referenced to NAD 83.
 MD1902
 MD1902. The following values were computed from the NAD 83(1997) position.
 MD1902
 MD1902;                    North         East     Units Scale Factor Converg.
 MD1902;SPC IN E     -   696,773.782    89,433.537   MT  0.99996804   -0 05 02.1
 MD1902;SPC IN E     - 2,285,998.65    293,416.53   sFT  0.99996804   -0 05 02.1
 MD1902;UTM  16      - 4,597,646.491   600,680.698   MT  0.99972474   +0 48 00.2
 MD1902
 MD1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1902!SPC IN E     -   0.99996607  x   0.99996804  =   0.99993411
 MD1902!UTM  16      -   0.99996607  x   0.99972474  =   0.99969082
 MD1902
 MD1902:                Primary Azimuth Mark                     Grid Az
 MD1902:SPC IN E     -  GOSPORT AZ MK                            089 17 45.3
 MD1902:UTM  16      -  GOSPORT AZ MK                            088 24 43.0
 MD1902
 MD1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0068097646(NAD 83)
 MD1902
 MD1902|---------------------------------------------------------------------|
 MD1902| PID    Reference Object                     Distance      Geod. Az  |
 MD1902|                                                           dddmmss.s |
 MD1902| MD1903 GOSPORT AZ MK                       APPROX. 0.8 KM 0891243.2 |
 MD1902|---------------------------------------------------------------------|
 MD1902
 MD1902                          SUPERSEDED SURVEY CONTROL
 MD1902
 MD1902  NAD 83(1994)-  41 31 26.88554(N)    085 47 35.77613(W) AD(       ) 3
 MD1902  NAD 83(1986)-  41 31 26.88539(N)    085 47 35.77606(W) AD(       ) 3
 MD1902  NAD 27      -  41 31 26.72724(N)    085 47 35.81092(W) AD(       ) 3
 MD1902  NGVD 29 (02/23/89)  249.7    (m)  RAPSU86  model used  GPS OBS        
 MD1902
 MD1902.Superseded values are not recommended for survey control.
 MD1902
 MD1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1902.See file dsdata.pdf to determine how the superseded data were derived.
 MD1902
 MD1902_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1902_STAMPING: GOSPORT 1986
 MD1902_MARK LOGO: NGS
 MD1902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1902+STABILITY: SURFACE MOTION
 MD1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1902+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 MD1902
 MD1902  HISTORY     - Date     Condition        Report By
 MD1902  HISTORY     - 1986     MONUMENTED       NGS
 MD1902  HISTORY     - 19890615 GOOD             NGS
 MD1902  HISTORY     - 19961115 GOOD             NGS
 MD1902  HISTORY     - 20040319 GOOD             INDIV
 MD1902
 MD1902                          STATION DESCRIPTION
 MD1902
 MD1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1902'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTH OF INTERSTATE
 MD1902'HIGHWAY 80, 17.7 KM (11.00 MI) NORTHEAST OF NAPPANEE, 4.0 KM
 MD1902'(2.50 MI) SOUTHEAST OF GOSHEN AND AT THE GOSHEN MUNICIPAL AIRPORT.
 MD1902'OWNERSHIP--GOSHEN MUNICIPAL AIRPORT, 17229 COUNTY ROAD 42, GOSHEN, IN
 MD1902'46526, PHONE 219-534-3661.  W.S. VAN PATTEN, JR. IS PRESIDENT AND
 MD1902'AIRPORT MANAGER.
 MD1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 MD1902'HIGHWAY 33 AT GOSHEN, GO SOUTH ON U.S. HIGHWAY 33 FOR 9.7 KM
 MD1902'(6.05 MI) TO THE JUNCTION OF COUNTY ROAD 42.  TURN RIGHT AND GO WEST
 MD1902'ON COUNTY ROAD 42 FOR 1.3 KM (0.80 MI) TO AIRPORT OFFICE ON THE
 MD1902'RIGHT.  FROM THE NORTHWEST CORNER OF OFFICE GO NORTHEASTERLY ACROSS
 MD1902'AIRPORT APRON ONTO TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A
 MD1902'TAXIWAY EAST AND THE STATION ON THE RIGHT.
 MD1902'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 MD1902'STAMPED---GOSPORT---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE
 MD1902'POST THAT IS FLUSH WITH THE GROUND.  LOCATED 77.2 M (253.3 FT) NORTH
 MD1902'FROM THE NORTHWEST LEG OF AIRPORT BEACON TOWER, 21.3 M (69.9 FT)
 MD1902'EAST-SOUTHEAST FROM THE JUNCTION OF TAXIWAYS, 11.7 M (38.4 FT) SOUTH
 MD1902'FROM CENTER OF TAXIWAY EAST, 1.65 M (5.4 FT) SOUTH FROM A BLUE
 MD1902'TAXIWAY MARKER LIGHT AND FIBERGLASS WITNESS POST.
 MD1902'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1902'DESCRIBED BY D.L. ADAMS.
 MD1902
 MD1902                          STATION RECOVERY (1989)
 MD1902
 MD1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD1902'THE STATION IS LOCATED AT THE GOSHEN MUNICIPAL AIRPORT.  THE STATION
 MD1902'IS AT THE JUNCTION OF THE EAST-WEST PARALLEL TAXIWAY AND THE TAXIWAY
 MD1902'LEADING NORTHEAST FROM THE AIRPORT ADMINISTRATION BUILDING/HANGAR. THE
 MD1902'STATION IS 103.6 FEET (31.6 M) WEST NORTHWEST OF THE WINDSOCK, 15.9
 MD1902'FEET (4.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE NE-SW TAXIWAY, 5.8
 MD1902'FEET (1.8 M) SOUTHEAST OF A TAXIWAY LIGHT, AND CARBONITE WITNESS POST,
 MD1902'AND 47.5 FEET (14.5 M) WEST SOUTHWEST OF A TAXIWAY LIGHT.  THE STATION
 MD1902'IS A STANDARD NGS TRIANGULATION MARK SET IN A CONCRETE MONUMENT, FLUSH
 MD1902'WITH THE GROUND.  THE STATION IS STAMPED GOSPORT 1986.
 MD1902
 MD1902                          STATION RECOVERY (1996)
 MD1902
 MD1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 MD1902'THE STATION IS LOCATED AT THE GOSHEN MUNICIPAL AIRPORT.  THE STATION
 MD1902'IS AT THE JUNCTION OF THE EAST-WEST PARALLEL TAXIWAY AND THE TAXIWAY
 MD1902'LEADING NORTHEAST FROM THE AIRPORT ADMINISTRATION BUILDING/HANGAR. THE
 MD1902'STATION IS 103.6 FEET (31.6 M) WEST NORTHWEST OF THE WINDSOCK, 15.9
 MD1902'FEET (4.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE NE-SW TAXIWAY, 5.8
 MD1902'FEET (1.8 M) SOUTHEAST OF A TAXIWAY LIGHT, AND CARBONITE WITNESS POST,
 MD1902'AND 47.5 FEET (14.5 M) WEST SOUTHWEST OF A TAXIWAY LIGHT.  THE STATION
 MD1902'IS A STANDARD NGS TRIANGULATION MARK SET IN A CONCRETE MONUMENT, FLUSH
 MD1902'WITH THE GROUND.  THE STATION IS STAMPED GOSPORT 1986.
 MD1902
 MD1902                          STATION RECOVERY (2004)
 MD1902
 MD1902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1902'RECOVERED BY ELKHART COUNTY SURVEYOR'S OFFICE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1903 ***********************************************************************
 MD1903  DESIGNATION -  GOSPORT AZ MK
 MD1903  PID         -  MD1903
 MD1903  STATE/COUNTY-  IN/ELKHART
 MD1903  COUNTRY     -  US
 MD1903  USGS QUAD   -  GOSHEN (2019)
 MD1903
 MD1903                         *CURRENT SURVEY CONTROL
 MD1903  ______________________________________________________________________
 MD1903* NAD 83(1997) POSITION- 41 31 27.23309(N) 085 47 01.70317(W)   ADJUSTED
 MD1903* NAD 83(1997) ELLIP HT-   218.161 (meters)        (05/25/99)   ADJUSTED
 MD1903* NAVD 88 ORTHO HEIGHT -   251.5   (meters)      825.    (feet) VERTCON3
 MD1903  ______________________________________________________________________
 MD1903  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 MD1903  NAD 83(1997) X  -    351,599.255 (meters)                     COMP
 MD1903  NAD 83(1997) Y  - -4,769,415.398 (meters)                     COMP
 MD1903  NAD 83(1997) Z  -  4,206,332.123 (meters)                     COMP
 MD1903  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 MD1903  HORZ ORDER      -  THIRD
 MD1903  ELLP ORDER      -  FOURTH    CLASS I
 MD1903
 MD1903.This mark is at Goshen Airport (GSH)
 MD1903
 MD1903.The horizontal coordinates were established by GPS observations
 MD1903.and adjusted by the National Geodetic Survey in May 1999.
 MD1903
 MD1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1903
 MD1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1903.GEOID18 height accuracy estimate available here.
 MD1903
 MD1903.Click photographs - Photos may exist for this station.
 MD1903
 MD1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1903
 MD1903.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1903
 MD1903.The ellipsoidal height was determined by GPS observations
 MD1903.and is referenced to NAD 83.
 MD1903
 MD1903. The following values were computed from the NAD 83(1997) position.
 MD1903
 MD1903;                    North         East     Units Scale Factor Converg.
 MD1903;SPC IN E     -   696,783.487    90,223.250   MT  0.99996784   -0 04 39.6
 MD1903;SPC IN E     - 2,286,030.49    296,007.45   sFT  0.99996784   -0 04 39.6
 MD1903;UTM  16      - 4,597,668.373   601,469.975   MT  0.99972671   +0 48 22.8
 MD1903
 MD1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1903!SPC IN E     -   0.99996578  x   0.99996784  =   0.99993362
 MD1903!UTM  16      -   0.99996578  x   0.99972671  =   0.99969250
 MD1903
 MD1903:                Primary Azimuth Mark                     Grid Az
 MD1903:SPC IN E     -  GOSPORT                                  269 17 45.4
 MD1903:UTM  16      -  GOSPORT                                  268 24 43.0
 MD1903
 MD1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0146997668(NAD 83)
 MD1903
 MD1903|---------------------------------------------------------------------|
 MD1903| PID    Reference Object                     Distance      Geod. Az  |
 MD1903|                                                           dddmmss.s |
 MD1903| MD1902 GOSPORT                             APPROX. 0.8 KM 2691305.8 |
 MD1903|---------------------------------------------------------------------|
 MD1903
 MD1903                          SUPERSEDED SURVEY CONTROL
 MD1903
 MD1903  NAD 83(1994)-  41 31 27.23619(N)    085 47 01.71394(W) AD(       ) 3
 MD1903  NAD 83(1986)-  41 31 27.23603(N)    085 47 01.71387(W) AD(       ) 3
 MD1903  NAD 27      -  41 31 27.07780(N)    085 47 01.74990(W) AD(       ) 3
 MD1903  NGVD 29 (02/23/89)  251.6    (m)  RAPSU86  model used  GPS OBS        
 MD1903
 MD1903.Superseded values are not recommended for survey control.
 MD1903
 MD1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1903.See file dsdata.pdf to determine how the superseded data were derived.
 MD1903
 MD1903_MARKER: DZ = AZIMUTH MARK DISK
 MD1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1903_STAMPING: GOSPORT AZ MK 1986
 MD1903_MARK LOGO: NGS
 MD1903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1903+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 MD1903
 MD1903  HISTORY     - Date     Condition        Report By
 MD1903  HISTORY     - 1986     MONUMENTED       NGS
 MD1903  HISTORY     - 19890615 GOOD             NGS
 MD1903  HISTORY     - 19961115 GOOD             NGS
 MD1903  HISTORY     - 20040319 GOOD             INDIV
 MD1903
 MD1903                          STATION DESCRIPTION
 MD1903
 MD1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1903'STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTH OF INTERSTATE
 MD1903'HIGHWAY 80, 17.7 KM (11.00 MI) NORTHEAST OF NAPPANEE, 4.0 KM
 MD1903'(2.50 MI) SOUTHEAST OF GOSHEN AND AT THE GOSHEN MUNICIPAL AIRPORT.
 MD1903'OWNERSHIP--GOSHEN MUNICIPAL AIRPORT, 17229 COUNTY ROAD 42, GOSHEN, IN
 MD1903'46526, PHONE 219-534-3661.  W.S. VAN PATTEN, JR. IS PRESIDENT AND
 MD1903'AIRPORT MANAGER.
 MD1903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 MD1903'HIGHWAY 33 AT GOSHEN, GO SOUTH ON U.S. HIGHWAY 33 FOR 9.7 KM
 MD1903'(6.05 MI) TO THE JUNCTION OF COUNTY ROAD 42.  TURN RIGHT AND GO WEST
 MD1903'ON COUNTY ROAD 42 FOR 1.3 KM (0.80 MI) TO AIRPORT OFFICE ON THE
 MD1903'RIGHT.  FROM THE NORTHWEST CORNER OF OFFICE GO NORTHEASTERLY ACROSS
 MD1903'AIRPORT APRON ONTO TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A
 MD1903'TAXIWAY EAST.  TURN RIGHT AND GO EASTERLY ALONG THE TAXIWAY FOR 0.81
 MD1903'KM (0.50 MI) TO THE BEGINNING OF A CURVE BACK TO THE NORTH AND THE
 MD1903'STATION ON THE RIGHT BY A BLUE TAXIWAY MARKER LIGHT.
 MD1903'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 MD1903'STAMPED---GOSPORT---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE
 MD1903'POST THAT IS FLUSH WITH THE GROUND.  LOCATED 11.8 M (38.7 FT) NORTH
 MD1903'FROM THE EDGE OF A CULTIVATED FIELD, 10.4 M (34.1 FT) SOUTH FROM
 MD1903'CENTER OF TAXIWAY AND 1.3 M (4.3 FT) SOUTH FROM A BLUE TAXIWAY MARKER
 MD1903'LIGHT AND FIBERGLASS WITNESS POST.
 MD1903'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1903'DESCRIBED BY D.L. ADAMS.
 MD1903
 MD1903                          STATION RECOVERY (1989)
 MD1903
 MD1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 MD1903'THE STATION IS LOCATED AT GOSHEN MUNICIPAL AIRPORT.  THE STATION IS AT
 MD1903'THE EAST END OF THE AIRPORT NEAR RUNWAY 27.  THE STATION IS 446.69
 MD1903'FEET (136.15 M) SOUTH OF THE CENTERLINE END OF RUNWAY 27, 14.2 FEET
 MD1903'(4.3 M) SOUTH OF THE SOUTH EDGE OF EAST-WEST TAXIWAY, 4.8 FEET (1.5 M)
 MD1903'SOUTH SOUTHEAST OF A TAXIWAY LIGHT, AND CARBONITE WITNESS POST, 136.2
 MD1903'FEET (41.5 M) EAST OF A TAXIWAY LIGHT, AND 43.3 FEET (13.2 M) WEST
 MD1903'SOUTHWEST OF A TAXIWAY LIGHT.  THE STATION IS A STANDARD NGS AZIMUTH
 MD1903'MARK DISK SET IN A CONCRETE MONUMENT, FLUSH WITH THE GROUND.  THE
 MD1903'STATION IS STAMPED, GOSPORT AZ MK 1986.
 MD1903
 MD1903                          STATION RECOVERY (1996)
 MD1903
 MD1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 MD1903'THE STATION IS LOCATED AT GOSHEN MUNICIPAL AIRPORT.  THE STATION IS AT
 MD1903'THE EAST END OF THE AIRPORT NEAR RUNWAY 27.  THE STATION IS 446.69
 MD1903'FEET (136.15 M) SOUTH OF THE CENTERLINE END OF RUNWAY 27, 14.2 FEET
 MD1903'(4.3 M) SOUTH OF THE SOUTH EDGE OF EAST-WEST TAXIWAY, 4.8 FEET (1.5 M)
 MD1903'SOUTH SOUTHEAST OF A TAXIWAY LIGHT, AND CARBONITE WITNESS POST, 136.2
 MD1903'FEET (41.5 M) EAST OF A TAXIWAY LIGHT, AND 43.3 FEET (13.2 M) WEST
 MD1903'SOUTHWEST OF A TAXIWAY LIGHT.  THE STATION IS A STANDARD NGS AZIMUTH
 MD1903'MARK DISK SET IN A CONCRETE MONUMENT, FLUSH WITH THE GROUND.  THE
 MD1903'STATION IS STAMPED, GOSPORT AZ MK 1986.
 MD1903
 MD1903                          STATION RECOVERY (2004)
 MD1903
 MD1903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1903'RECOVERED BY ELKHART COUNTY SURVEYOR'S OFFICE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1975 ***********************************************************************
 KA1975  DESIGNATION -  GOSSARD
 KA1975  PID         -  KA1975
 KA1975  STATE/COUNTY-  IN/MORGAN
 KA1975  COUNTRY     -  US
 KA1975  USGS QUAD   -  PARAGON (2019)
 KA1975
 KA1975                         *CURRENT SURVEY CONTROL
 KA1975  ______________________________________________________________________
 KA1975* NAD 83(1997) POSITION- 39 28 26.08320(N) 086 32 54.46771(W)   ADJUSTED
 KA1975* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 KA1975  ______________________________________________________________________
 KA1975  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA1975  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 KA1975  HORZ ORDER      -  FIRST
 KA1975
 KA1975.The horizontal coordinates were established by classical geodetic methods
 KA1975.and adjusted by the National Geodetic Survey in May 1999.
 KA1975
 KA1975.The orthometric height was scaled from a topographic map.
 KA1975
 KA1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1975.GEOID18 height accuracy estimate available here.
 KA1975
 KA1975.Click photographs - Photos may exist for this station.
 KA1975
 KA1975.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1975
 KA1975. The following values were computed from the NAD 83(1997) position.
 KA1975
 KA1975;                    North         East     Units Scale Factor Converg.
 KA1975;SPC IN W     -   469,244.817   946,021.794   MT  0.99999273   +0 20 24.1
 KA1975;SPC IN W     - 1,539,514.04  3,103,739.84   sFT  0.99999273   +0 20 24.1
 KA1975;UTM  16      - 4,369,466.541   538,837.272   MT  0.99961857   +0 17 13.4
 KA1975
 KA1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1975!SPC IN W     -   0.99996329  x   0.99999273  =   0.99995602
 KA1975!UTM  16      -   0.99996329  x   0.99961857  =   0.99958188
 KA1975
 KA1975:                Primary Azimuth Mark                     Grid Az
 KA1975:SPC IN W     -  GOSSARD AZ MK                            001 16 50.3
 KA1975:UTM  16      -  GOSSARD AZ MK                            001 20 01.0
 KA1975
 KA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3883769466(NAD 83)
 KA1975
 KA1975|---------------------------------------------------------------------|
 KA1975| PID    Reference Object                     Distance      Geod. Az  |
 KA1975|                                                           dddmmss.s |
 KA1975| CC9244 GOSSARD AZ MK                                      0013714.4 |
 KA1975| CC9245 GOSSARD RM 1                         76.307 METERS 07440     |
 KA1975| CC9246 GOSSARD RM 2                        103.745 METERS 14859     |
 KA1975|---------------------------------------------------------------------|
 KA1975
 KA1975                          SUPERSEDED SURVEY CONTROL
 KA1975
 KA1975  NAD 83(1986)-  39 28 26.08594(N)    086 32 54.46409(W) AD(       ) 1
 KA1975  NAD 27      -  39 28 25.91600(N)    086 32 54.47200(W) AD(       ) 1
 KA1975
 KA1975.Superseded values are not recommended for survey control.
 KA1975
 KA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1975.See file dsdata.pdf to determine how the superseded data were derived.
 KA1975
 KA1975_MARKER: DS = TRIANGULATION STATION DISK
 KA1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1975_STAMPING: GOSSARD 1939
 KA1975_MARK LOGO: CGS
 KA1975_PROJECTION: RECESSED 30 CENTIMETERS
 KA1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1975+STABILITY: SURFACE MOTION
 KA1975
 KA1975  HISTORY     - Date     Condition        Report By
 KA1975  HISTORY     - 1939     MONUMENTED       CGS
 KA1975  HISTORY     - 1948     GOOD             CGS
 KA1975
 KA1975                          STATION DESCRIPTION
 KA1975
 KA1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1975'THIS STATION IS LOCATED APPROXIMATELY 6 MILES N OF PARAGON, 5 MILES E
 KA1975'OF ALASKA, ON A HIGH FLAT HILL, ON THE W SIDE OF A GRAVEL ROAD,
 KA1975'IN THE CENTER OF A CULTIVATED FIELD, ON THE PROPERTY BELONGING TO MR.
 KA1975'H.W. GOSSARD. THE STATION MARK, WHICH IS SET 12 INCHES BELOW
 KA1975'THE SURFACE IS ON THE HIGHEST POINT OF THE HILL, 406 FEET NNE OF THE
 KA1975'BRICK CHIMNEY OF MR. GOSSARDS HOUSE.
 KA1975'
 KA1975'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1975'BRONZE DISKS IN CONCRETE.
 KA1975'
 KA1975'REFERENCE MARK NO. 1 IS ESE OF THE STATION, SET ON THE E SIDE OF THE
 KA1975'CULTIVATED FIELD, 4 FEET W OF THE FENCE LINE, 3 FEET SSE OF A
 KA1975'STANDARD REFERENCE POST. THE MARK PROJECTS 8 INCHES. REFERENCE MARK
 KA1975'NO. 2 IS SSE OF THE STATION, ON THE S EDGE OF THE FIELD, 6 FEET N
 KA1975'OF A HEDGE OF TREES, AND THE FENCE LINE, 3 FEET W OF A STANDARD
 KA1975'REFERENCE POST. THE MARK PROJECTS 8 INCHES.
 KA1975'
 KA1975'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE N OF THE STATION, SET IN
 KA1975'THE BARN LOT ON THE E SIDE OF THE GRAVEL ROAD, 3 FEET E OF A FENCE
 KA1975'CORNER, 2 FEET S OF THE FENCE LINE, 25 FEET SE OF A GATE MARK
 KA1975'PROJECTS 8 INCHES.
 KA1975'
 KA1975'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 67 AND
 KA1975'39 ABOUT 2 MILES N OF MARTINSVILLE, GO SW ON STATE HIGHWAY 67
 KA1975'FOR 1.15 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.75 MILES TO A
 KA1975'FORK, TAKE THE LEFT FORK AND CONTINUE 1.45 MILES TO A STEEL
 KA1975'BRIDGE, CONTINUE 0.5 MILE TO A FORK, TAKE THE LEFT FORK AND GO 1.85
 KA1975'MILES TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO 0.75 MILE TO A
 KA1975'MAIL BOX ON THE RIGHT AND T-ROAD LEFT LEADING TO THE FARMHOUSE, TURN
 KA1975'LEFT AND GO 0.1 MILE TO A WIRE GATE LEADING INTO FIELD AND THE
 KA1975'STATION.
 KA1975'
 KA1975'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1975
 KA1975                          STATION RECOVERY (1948)
 KA1975
 KA1975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1975'RECOVERED AS DESCRIBED EXCEPT MR. GOSSARDS HOUSE IS NOW GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1487 ***********************************************************************
 LA1487  DESIGNATION -  GRA G 12
 LA1487  PID         -  LA1487
 LA1487  STATE/COUNTY-  IN/GRANT
 LA1487  COUNTRY     -  US
 LA1487  USGS QUAD   -  FAIRMOUNT (2019)
 LA1487
 LA1487                         *CURRENT SURVEY CONTROL
 LA1487  ______________________________________________________________________
 LA1487* NAD 83(1986) POSITION- 40 25 21.     (N) 085 39 01.     (W)   SCALED
 LA1487* NAVD 88 ORTHO HEIGHT -   261.687 (meters)      858.55  (feet) ADJUSTED
 LA1487  ______________________________________________________________________
 LA1487  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 LA1487  DYNAMIC HEIGHT  -        261.552 (meters)      858.11  (feet) COMP
 LA1487  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LA1487
 LA1487  VERT ORDER      -  SECOND    CLASS 0
 LA1487
 LA1487.The horizontal coordinates were scaled from a map and have
 LA1487.an estimated accuracy of +/- 6 seconds.
 LA1487
 LA1487.The orthometric height was determined by differential leveling and
 LA1487.adjusted by the NATIONAL GEODETIC SURVEY
 LA1487.in June 1991.
 LA1487
 LA1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1487.GEOID18 height accuracy estimate available here.
 LA1487
 LA1487.Click photographs - Photos may exist for this station.
 LA1487
 LA1487.The dynamic height is computed by dividing the NAVD 88
 LA1487.geopotential number by the normal gravity value computed on the
 LA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1487.degrees latitude (g = 980.6199 gals.).
 LA1487
 LA1487.The modeled gravity was interpolated from observed gravity values.
 LA1487
 LA1487;                    North         East    Units  Estimated Accuracy
 LA1487;SPC IN E     -   574,430.      101,390.      MT  (+/- 180 meters Scaled)
 LA1487
 LA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK145755(NAD 83)
 LA1487
 LA1487                          SUPERSEDED SURVEY CONTROL
 LA1487
 LA1487  NGVD 29 (??/??/92)  261.830  (m)          859.02   (f) ADJ UNCH    2 0
 LA1487
 LA1487.Superseded values are not recommended for survey control.
 LA1487
 LA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1487.See file dsdata.pdf to determine how the superseded data were derived.
 LA1487
 LA1487_MARKER: DD = SURVEY DISK
 LA1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1487_SP_SET: ABUTMENT
 LA1487_STAMPING: GRA G 12
 LA1487_MARK LOGO: INHD
 LA1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1487
 LA1487  HISTORY     - Date     Condition        Report By
 LA1487  HISTORY     - UNK      MONUMENTED       INHD
 LA1487  HISTORY     - 1946     GOOD             CGS
 LA1487
 LA1487                          STATION DESCRIPTION
 LA1487
 LA1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1487'AT FAIRMOUNT.
 LA1487'AT FAIRMOUNT, ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 26 FROM
 LA1487'ITS CROSSING OF THE NEW YORK CENTRAL RAILROAD, 0.25 MILE EAST
 LA1487'OF A SCHOOL BUILDING, SET IN THE TOP OF THE NORTH END OF THE
 LA1487'WEST ABUTMENT OF A 33 FOOT CONCRETE BRIDGE ACROSS BACK CREEK,
 LA1487'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 LA1487'NORTH OF THE CONCRETE BANISTER, AND ABOUT 0.5 FOOT ABOVE THE
 LA1487'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1381 ***********************************************************************
 LA1381  DESIGNATION -  GRA G 15
 LA1381  PID         -  LA1381
 LA1381  STATE/COUNTY-  IN/GRANT
 LA1381  COUNTRY     -  US
 LA1381  USGS QUAD   -  POINT ISABEL (2019)
 LA1381
 LA1381                         *CURRENT SURVEY CONTROL
 LA1381  ______________________________________________________________________
 LA1381* NAD 83(1986) POSITION- 40 29 37.     (N) 085 49 31.     (W)   SCALED
 LA1381* NAVD 88 ORTHO HEIGHT -   263.519 (meters)      864.56  (feet) ADJUSTED
 LA1381  ______________________________________________________________________
 LA1381  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 LA1381  DYNAMIC HEIGHT  -        263.383 (meters)      864.12  (feet) COMP
 LA1381  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 LA1381
 LA1381  VERT ORDER      -  SECOND    CLASS 0
 LA1381
 LA1381.The horizontal coordinates were scaled from a map and have
 LA1381.an estimated accuracy of +/- 6 seconds.
 LA1381
 LA1381.The orthometric height was determined by differential leveling and
 LA1381.adjusted by the NATIONAL GEODETIC SURVEY
 LA1381.in June 1991.
 LA1381
 LA1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1381.GEOID18 height accuracy estimate available here.
 LA1381
 LA1381.Click photographs - Photos may exist for this station.
 LA1381
 LA1381.The dynamic height is computed by dividing the NAVD 88
 LA1381.geopotential number by the normal gravity value computed on the
 LA1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1381.degrees latitude (g = 980.6199 gals.).
 LA1381
 LA1381.The modeled gravity was interpolated from observed gravity values.
 LA1381
 LA1381;                    North         East    Units  Estimated Accuracy
 LA1381;SPC IN E     -   582,340.       86,550.      MT  (+/- 180 meters Scaled)
 LA1381
 LA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK995832(NAD 83)
 LA1381
 LA1381                          SUPERSEDED SURVEY CONTROL
 LA1381
 LA1381  NGVD 29 (??/??/92)  263.645  (m)          864.98   (f) ADJ UNCH    2 0
 LA1381
 LA1381.Superseded values are not recommended for survey control.
 LA1381
 LA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1381.See file dsdata.pdf to determine how the superseded data were derived.
 LA1381
 LA1381_MARKER: DD = SURVEY DISK
 LA1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1381_STAMPING: GRA G 15
 LA1381_MARK LOGO: INHD
 LA1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1381+STABILITY: SURFACE MOTION
 LA1381
 LA1381  HISTORY     - Date     Condition        Report By
 LA1381  HISTORY     - UNK      MONUMENTED       INHD
 LA1381  HISTORY     - 1946     GOOD             CGS
 LA1381
 LA1381                          STATION DESCRIPTION
 LA1381
 LA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1381'1 MI S FROM SWAYZEE.
 LA1381'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1381'AT SWAYZEE, ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 13 FROM ITS
 LA1381'INTERSECTION WITH U.S. HIGHWAY 35 AND STATE HIGHWAY 22, AT A
 LA1381'CROSSROAD, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 82
 LA1381'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 6 FEET NORTH
 LA1381'OF A TELEPHONE POLE, 10 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 LA1381'MARKER POST, ABOUT 1.5 FEET BELOW THE HIGHWAY, AND SET IN THE
 LA1381'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1858 ***********************************************************************
 LA1858  DESIGNATION -  GRA G 16
 LA1858  PID         -  LA1858
 LA1858  STATE/COUNTY-  IN/GRANT
 LA1858  COUNTRY     -  US
 LA1858  USGS QUAD   -  SWEETSER (2019)
 LA1858
 LA1858                         *CURRENT SURVEY CONTROL
 LA1858  ______________________________________________________________________
 LA1858* NAD 83(1997) POSITION- 40 30 56.30952(N) 085 49 32.98561(W)   ADJUSTED
 LA1858* NAVD 88 ORTHO HEIGHT -   262.924 (meters)      862.61  (feet) ADJUSTED
 LA1858  ______________________________________________________________________
 LA1858  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 LA1858  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 LA1858  DYNAMIC HEIGHT  -        262.788 (meters)      862.16  (feet) COMP
 LA1858  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 LA1858
 LA1858  HORZ ORDER      -  SECOND
 LA1858  VERT ORDER      -  SECOND    CLASS 0
 LA1858
 LA1858.The horizontal coordinates were established by classical geodetic methods
 LA1858.and adjusted by the National Geodetic Survey in May 1999.
 LA1858
 LA1858.The orthometric height was determined by differential leveling and
 LA1858.adjusted by the NATIONAL GEODETIC SURVEY
 LA1858.in June 1991.
 LA1858
 LA1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1858.GEOID18 height accuracy estimate available here.
 LA1858
 LA1858.Click photographs - Photos may exist for this station.
 LA1858
 LA1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1858
 LA1858.The dynamic height is computed by dividing the NAVD 88
 LA1858.geopotential number by the normal gravity value computed on the
 LA1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1858.degrees latitude (g = 980.6199 gals.).
 LA1858
 LA1858.The modeled gravity was interpolated from observed gravity values.
 LA1858
 LA1858. The following values were computed from the NAD 83(1997) position.
 LA1858
 LA1858;                    North         East     Units Scale Factor Converg.
 LA1858;SPC IN E     -   584,784.525    86,511.717   MT  0.99996891   -0 06 12.2
 LA1858;SPC IN E     - 1,918,580.56    283,830.52   sFT  0.99996891   -0 06 12.2
 LA1858;UTM  16      - 4,485,653.138   599,469.998   MT  0.99972179   +0 45 46.3
 LA1858
 LA1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1858!SPC IN E     -   0.99996415  x   0.99996891  =   0.99993306
 LA1858!UTM  16      -   0.99996415  x   0.99972179  =   0.99968595
 LA1858
 LA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9946985653(NAD 83)
 LA1858
 LA1858                          SUPERSEDED SURVEY CONTROL
 LA1858
 LA1858  NAD 83(1986)-  40 30 56.31323(N)    085 49 32.99883(W) AD(       ) 2
 LA1858  NAD 27      -  40 30 56.17180(N)    085 49 33.05950(W) AD(       ) 2
 LA1858  NGVD 29 (??/??/92)  263.048  (m)          863.02   (f) ADJ UNCH    2 0
 LA1858  NGVD 29             263.05   (m)          863.0    (f) LEVELING    3  
 LA1858
 LA1858.Superseded values are not recommended for survey control.
 LA1858
 LA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1858.See file dsdata.pdf to determine how the superseded data were derived.
 LA1858
 LA1858_MARKER: DD = SURVEY DISK
 LA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1858_STAMPING: GRA G 16
 LA1858_MARK LOGO: INHD
 LA1858_PROJECTION: PROJECTING 30 CENTIMETERS
 LA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1858+STABILITY: SURFACE MOTION
 LA1858
 LA1858  HISTORY     - Date     Condition        Report By
 LA1858  HISTORY     - 1946     MONUMENTED       CGS
 LA1858  HISTORY     - 1948     GOOD             INHD
 LA1858  HISTORY     - 1954     GOOD             CGS
 LA1858
 LA1858                          STATION DESCRIPTION
 LA1858
 LA1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1858'0.5 MI N FROM SWAYZEE.
 LA1858'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1858'AT SWAYZEE, AT THE JUNCTION OF A DRIVE WAY LEADING WEST, 65
 LA1858'FEET SOUTH OF POWER POLE NO. 17/954, 48 FEET NORTH OF THE CENTER
 LA1858'LINE OF THE DRIVE WAY, 38 FEET WEST OF THE CENTER LINE OF THE
 LA1858'HIGHWAY, 16 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE TO A
 LA1858'FIELD, 2.6 FEET EAST OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH
 LA1858'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 LA1858'INCHES.
 LA1858
 LA1858                          STATION RECOVERY (1948)
 LA1858
 LA1858'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1948 (RCB)
 LA1858'THIS IS A TRAVERSE STATION.
 LA1858'
 LA1858'STATION IS LOCATED ABOUT 9 MILES SOUTH OF MARION AND 4 MILES SOUTH OF
 LA1858'MIER ON THE RIGHT
 LA1858'OF WAY OF STATE HIGHWAY 13.  IT IS 48 FEET NORTH OF A PRIVATE DRIVE,
 LA1858'38 FEET WEST OF CENTER OF HIGHWAY 13
 LA1858'AND 3 FEET EAST OF A FENCE.  THE MARK IS A 12 BY 12
 LA1858'INCH CONCRETE MARK WHICH PROJETS ABOUT 8 INCHES AND THE
 LA1858'DISK IS A STANDARD STATE HIGHWAY
 LA1858'COMMISSION OF INDIANA BM DISK WHICH IS STAMPED GRA G 16.
 LA1858'
 LA1858'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CONWAY.
 LA1858'THE DISTANCE MEASURED WAS
 LA1858'244.90 FEET, (74.646 METERS).
 LA1858'
 LA1858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND BYPASS
 LA1858'15, AND STATE HIGHWAYS 21 AND
 LA1858'18 IN THE WEST SECTION OF MARION, GO WEST ON STATE HIGHWAYS 21 AND 18
 LA1858'FOR 8 MILES TO THE JUNCTION OF
 LA1858'STATE HIGHWAY 13, TURN LEFT AND GO SOUTH ON HIGHWAY 13
 LA1858'FOR 4.3 MILES TO MARK ON RIGHT OR WEST OF HIGHWAY
 LA1858'AS DESCRIBED.
 LA1858
 LA1858                          STATION RECOVERY (1954)
 LA1858
 LA1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA1858'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LA1858'OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1856 ***********************************************************************
 LA1856  DESIGNATION -  GRA G 17
 LA1856  PID         -  LA1856
 LA1856  STATE/COUNTY-  IN/GRANT
 LA1856  COUNTRY     -  US
 LA1856  USGS QUAD   -  SWEETSER (2019)
 LA1856
 LA1856                         *CURRENT SURVEY CONTROL
 LA1856  ______________________________________________________________________
 LA1856* NAD 83(1986) POSITION- 40 32 12.     (N) 085 49 32.     (W)   SCALED
 LA1856* NAVD 88 ORTHO HEIGHT -   258.281 (meters)      847.38  (feet) ADJUSTED
 LA1856  ______________________________________________________________________
 LA1856  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 LA1856  DYNAMIC HEIGHT  -        258.149 (meters)      846.94  (feet) COMP
 LA1856  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 LA1856
 LA1856  VERT ORDER      -  SECOND    CLASS 0
 LA1856
 LA1856.The horizontal coordinates were scaled from a map and have
 LA1856.an estimated accuracy of +/- 6 seconds.
 LA1856
 LA1856.The orthometric height was determined by differential leveling and
 LA1856.adjusted by the NATIONAL GEODETIC SURVEY
 LA1856.in June 1991.
 LA1856
 LA1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1856.GEOID18 height accuracy estimate available here.
 LA1856
 LA1856.Click photographs - Photos may exist for this station.
 LA1856
 LA1856.The dynamic height is computed by dividing the NAVD 88
 LA1856.geopotential number by the normal gravity value computed on the
 LA1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1856.degrees latitude (g = 980.6199 gals.).
 LA1856
 LA1856.The modeled gravity was interpolated from observed gravity values.
 LA1856
 LA1856;                    North         East    Units  Estimated Accuracy
 LA1856;SPC IN E     -   587,120.       86,540.      MT  (+/- 180 meters Scaled)
 LA1856
 LA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994879(NAD 83)
 LA1856
 LA1856                          SUPERSEDED SURVEY CONTROL
 LA1856
 LA1856  NGVD 29 (??/??/92)  258.406  (m)          847.79   (f) ADJ UNCH    2 0
 LA1856
 LA1856.Superseded values are not recommended for survey control.
 LA1856
 LA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1856.See file dsdata.pdf to determine how the superseded data were derived.
 LA1856
 LA1856_MARKER: DD = SURVEY DISK
 LA1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1856_SP_SET: BRIDGE
 LA1856_STAMPING: GRA G 17
 LA1856_MARK LOGO: INHD
 LA1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1856
 LA1856  HISTORY     - Date     Condition        Report By
 LA1856  HISTORY     - UNK      MONUMENTED       INHD
 LA1856  HISTORY     - 1946     GOOD             CGS
 LA1856
 LA1856                          STATION DESCRIPTION
 LA1856
 LA1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1856'2 MI N FROM SWAYZEE.
 LA1856'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1856'AT SWAYZEE, SET IN THE TOP OF THE SOUTHEAST WING WALL OF A 10
 LA1856'FOOT CONCRETE BRIDGE, 134 FEET SOUTH OF THE CENTER OF A GRAVEL
 LA1856'CROSS ROAD, 23 FEET EAST OF AND ABOUT 0.5 FOOT BELOW THE CENTER
 LA1856'LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2445 ***********************************************************************
 LB2445  DESIGNATION -  GRAFFIS
 LB2445  PID         -  LB2445
 LB2445  STATE/COUNTY-  IN/PULASKI
 LB2445  COUNTRY     -  US
 LB2445  USGS QUAD   -  GRASS CREEK (2019)
 LB2445
 LB2445                         *CURRENT SURVEY CONTROL
 LB2445  ______________________________________________________________________
 LB2445* NAD 83(1997) POSITION- 40 59 28.88241(N) 086 29 36.51716(W)   ADJUSTED
 LB2445* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2445  ______________________________________________________________________
 LB2445  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 LB2445  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 LB2445  HORZ ORDER      -  SECOND
 LB2445
 LB2445.The horizontal coordinates were established by classical geodetic methods
 LB2445.and adjusted by the National Geodetic Survey in May 1999.
 LB2445
 LB2445.The orthometric height was scaled from a topographic map.
 LB2445
 LB2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2445.GEOID18 height accuracy estimate available here.
 LB2445
 LB2445.Click photographs - Photos may exist for this station.
 LB2445
 LB2445.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2445
 LB2445. The following values were computed from the NAD 83(1997) position.
 LB2445
 LB2445;                    North         East     Units Scale Factor Converg.
 LB2445;SPC IN W     -   637,765.890   949,632.625   MT  0.99999697   +0 23 12.9
 LB2445;SPC IN W     - 2,092,403.59  3,115,586.37   sFT  0.99999697   +0 23 12.9
 LB2445;UTM  16      - 4,537,921.054   542,605.004   MT  0.99962234   +0 19 56.1
 LB2445
 LB2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2445!SPC IN W     -   0.99996876  x   0.99999697  =   0.99996573
 LB2445!UTM  16      -   0.99996876  x   0.99962234  =   0.99959111
 LB2445
 LB2445:                Primary Azimuth Mark                     Grid Az
 LB2445:SPC IN W     -  HOPE                                     197 27 21.4
 LB2445:UTM  16      -  HOPE                                     197 30 38.2
 LB2445
 LB2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4260537921(NAD 83)
 LB2445
 LB2445|---------------------------------------------------------------------|
 LB2445| PID    Reference Object                     Distance      Geod. Az  |
 LB2445|                                                           dddmmss.s |
 LB2445| CC9248 GRAFFIS RM 1                         26.704 METERS 06329     |
 LB2445| CC9247 GRAFFIS AZ MK                                      1663613.4 |
 LB2445| LB2617 HOPE                                APPROX. 9.0 KM 1975034.3 |
 LB2445| ME2369 WINAMAC MUNICIPAL STANDPIPE         APPROX.11.7 KM 3082721.8 |
 LB2445| CC9249 GRAFFIS RM 2                         27.694 METERS 32345     |
 LB2445|---------------------------------------------------------------------|
 LB2445
 LB2445                          SUPERSEDED SURVEY CONTROL
 LB2445
 LB2445  NAD 83(1986)-  40 59 28.88816(N)    086 29 36.52654(W) AD(       ) 2
 LB2445  NAD 27      -  40 59 28.73950(N)    086 29 36.50740(W) AD(       ) 2
 LB2445
 LB2445.Superseded values are not recommended for survey control.
 LB2445
 LB2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2445.See file dsdata.pdf to determine how the superseded data were derived.
 LB2445
 LB2445_MARKER: DS = TRIANGULATION STATION DISK
 LB2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2445_STAMPING: GRAFFIS 1947
 LB2445_MARK LOGO: CGS
 LB2445_PROJECTION: FLUSH
 LB2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2445+STABILITY: SURFACE MOTION
 LB2445
 LB2445  HISTORY     - Date     Condition        Report By
 LB2445  HISTORY     - 1947     MONUMENTED       CGS
 LB2445
 LB2445                          STATION DESCRIPTION
 LB2445
 LB2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2445'THE STATION IS LOCATED 6 MILES SOUTHEAST OF WINAMAC, 4 MILES
 LB2445'SOUTHWEST OF KEWANNA AND 3-1/2 MILES NORTHEAST OF STAR CITY, ON THE
 LB2445'HIGHEST POINT OF A SANDY RIDGE AND ON PROPERTY OWNED BY BERT
 LB2445'GRAFFIS.  IT IS 200 FEET EAST-NORTHEAST OF THE EAST CORNER OF A
 LB2445'BARN, 88 FEET SOUTHEAST OF A WHITE WITNESS POST, 56 FEET
 LB2445'NORTH OF A FENCE CORNER AND 56 FEET EAST OF A FENCELINE.  THE MARK IS
 LB2445'FLUSH AND THE DISK IS STAMPED GRAFFIS 1947.
 LB2445'
 LB2445'REFERENCE MARK NO. 1 IS 87.61 FEET EAST-NORTHEAST OF THE STATION, ON
 LB2445'THE EAST SLOPE OF THE HILL.  THE MARK IS FLUSH AND THE DISK IS
 LB2445'STAMPED GRAFFIS NO 1 1947.
 LB2445'
 LB2445'REFERENCE MARK NO. 2 IS 90.86 FEET NORTHWEST OF THE STATION.  IT IS 4
 LB2445'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 LB2445'THE MARK IS FLUSH AND THE DISK IS STAMPED GRAFFIS NO 2 1947.
 LB2445'
 LB2445'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION.  IT IS 91 FEET
 LB2445'SOUTHEAST OF THE WEST GATE POST, 26 FEET WEST OF A POWER LINE POLE,
 LB2445'16 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1.5 FEET WEST OF A
 LB2445'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LB2445'STAMPED GRAFFIS 1947.
 LB2445'
 LB2445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE TO
 LB2445'THE MARK AS DESCRIBED.
 LB2445'
 LB2445'TO REACH THE STATION FROM THE POST OFFICE AND THE MAIN CROSS STREETS
 LB2445'IN KEWANNA, GO WEST ON STATE HIGHWAY 17 FOR 0.15 MILE TO A POINT
 LB2445'WHERE HIGHWAY 17 TURNS NORTH AND A PAVED ROAD CONTINUES WEST,
 LB2445'CONTINUE WEST FOR 3.5 MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH
 LB2445'FOR 2.1 MILES TO A T-ROAD, TURN RIGHT AND GO WEST 0.4 MILE TO A
 LB2445'WHITE BOARD GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE
 LB2445'AND GO NORTH FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR 0.1 MILE TO
 LB2445'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 LB2445'
 LB2445'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0558 ***********************************************************************
 HA0558  DESIGNATION -  GRAND
 HA0558  PID         -  HA0558
 HA0558  STATE/COUNTY-  IN/SPENCER
 HA0558  COUNTRY     -  US
 HA0558  USGS QUAD   -  LEWISPORT (2019)
 HA0558
 HA0558                         *CURRENT SURVEY CONTROL
 HA0558  ______________________________________________________________________
 HA0558* NAD 83(1997) POSITION- 37 55 48.71355(N) 086 59 04.14840(W)   ADJUSTED
 HA0558* NAVD 88 ORTHO HEIGHT -   118.945 (meters)      390.24  (feet) ADJUSTED
 HA0558  ______________________________________________________________________
 HA0558  GEOID HEIGHT    -        -31.335 (meters)                     GEOID18
 HA0558  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 HA0558  DYNAMIC HEIGHT  -        118.865 (meters)      389.98  (feet) COMP
 HA0558  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 HA0558
 HA0558  HORZ ORDER      -  THIRD
 HA0558  VERT ORDER      -  FIRST     CLASS II
 HA0558
 HA0558.The horizontal coordinates were established by classical geodetic methods
 HA0558.and adjusted by the National Geodetic Survey in May 1999.
 HA0558
 HA0558.The orthometric height was determined by differential leveling and
 HA0558.adjusted by the NATIONAL GEODETIC SURVEY
 HA0558.in June 1991.
 HA0558
 HA0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0558.GEOID18 height accuracy estimate available here.
 HA0558
 HA0558.Click photographs - Photos may exist for this station.
 HA0558
 HA0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0558
 HA0558.The dynamic height is computed by dividing the NAVD 88
 HA0558.geopotential number by the normal gravity value computed on the
 HA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0558.degrees latitude (g = 980.6199 gals.).
 HA0558
 HA0558.The modeled gravity was interpolated from observed gravity values.
 HA0558
 HA0558. The following values were computed from the NAD 83(1997) position.
 HA0558
 HA0558;                    North         East     Units Scale Factor Converg.
 HA0558;SPC IN W     -   297,751.186   908,689.968   MT  0.99996760   +0 03 38.7
 HA0558;SPC IN W     -   976,872.02  2,981,260.34   sFT  0.99996760   +0 03 38.7
 HA0558;UTM  16      - 4,198,070.526   501,363.407   MT  0.99960002   +0 00 34.3
 HA0558
 HA0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0558!SPC IN W     -   0.99998625  x   0.99996760  =   0.99995385
 HA0558!UTM  16      -   0.99998625  x   0.99960002  =   0.99958628
 HA0558
 HA0558:                Primary Azimuth Mark                     Grid Az
 HA0558:SPC IN W     -  GRAND AZ MK                              271 13 45.9
 HA0558:UTM  16      -  GRAND AZ MK                              271 16 50.3
 HA0558
 HA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0136398070(NAD 83)
 HA0558
 HA0558|---------------------------------------------------------------------|
 HA0558| PID    Reference Object                     Distance      Geod. Az  |
 HA0558|                                                           dddmmss.s |
 HA0558| CG7918 GRAND RM 1                           25.710 METERS 07946     |
 HA0558| HA1514 ROCKPORT METHODIST CH SPIRE         APPROX. 7.8 KM 2270450.3 |
 HA0558| HA1513 ROCKPORT ELECTRICAL AND WATER CO ST APPROX. 7.2 KM 2334431.3 |
 HA0558| HA1516 ROCKPORT OWENSBORO GRAIN STK        APPROX. 7.3 KM 2341747.1 |
 HA0558| HA0559 GRAND AZ MK                                        2711724.6 |
 HA0558| CG7919 GRAND RM 2                           25.003 METERS 30151     |
 HA0558|---------------------------------------------------------------------|
 HA0558
 HA0558                          SUPERSEDED SURVEY CONTROL
 HA0558
 HA0558  NAD 83(1993)-  37 55 48.71567(N)    086 59 04.14598(W) AD(       ) 3
 HA0558  NAD 83(1986)-  37 55 48.72246(N)    086 59 04.14989(W) AD(       ) 3
 HA0558  NAD 27      -  37 55 48.54000(N)    086 59 04.18200(W) AD(       ) 3
 HA0558  NGVD 29 (??/??/92)  119.054  (m)          390.60   (f) ADJ UNCH    1 2
 HA0558  NGVD 29             119.05   (m)          390.6    (f) LEVELING    3  
 HA0558
 HA0558.Superseded values are not recommended for survey control.
 HA0558
 HA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0558.See file dsdata.pdf to determine how the superseded data were derived.
 HA0558
 HA0558_MARKER: DS = TRIANGULATION STATION DISK
 HA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0558_STAMPING: GRAND 1946
 HA0558_MARK LOGO: CGS
 HA0558_PROJECTION: PROJECTING 15 CENTIMETERS
 HA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0558+STABILITY: SURFACE MOTION
 HA0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0558+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0558
 HA0558  HISTORY     - Date     Condition        Report By
 HA0558  HISTORY     - 1946     MONUMENTED       CGS
 HA0558  HISTORY     - 1965     GOOD             AIRSUR
 HA0558  HISTORY     - 1965     GOOD             CGS
 HA0558  HISTORY     - 1965     GOOD             CGS
 HA0558  HISTORY     - 20080828 GOOD             PICI
 HA0558  HISTORY     - 20100803 GOOD             GEOCAC
 HA0558  HISTORY     - 20221220 GOOD             INDOT
 HA0558
 HA0558                          STATION DESCRIPTION
 HA0558
 HA0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0558'THIS STATION IS IN THE SOUTHWEST EDGE OF GRANDVIEW, 0.3 MILE WEST OF
 HA0558'THE MAIN STREET, AND ALONG STATE HIGHWAY 66.  THE STATION MARK IS
 HA0558'28 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66, 5 FEET SOUTHWEST
 HA0558'OF A STANDARD WHITE WITNESS POST, AND ABOUT 35 FEET NORTH OF THE
 HA0558'NORTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 6 INCHES AND THE
 HA0558'DISK IS STAMPED GRAND 1946.
 HA0558'
 HA0558'REFERENCE MARK NO. 1 IS 84.35 FEET EAST OF THE STATION, 15 FEET SOUTH
 HA0558'OF THE CENTERLINE OF STATE HIGHWAY 66, AND 8 FEET WEST OF A HIGHWAY
 HA0558'GUARD POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED GRAND
 HA0558'NO 1 1946.
 HA0558'
 HA0558'REFERENCE MARK NO. 2 IS 82.03 FEET NORTHWEST OF THE STATION, 15 FEET
 HA0558'NORTH OF THE CENTERLINE OF STATE HIGHWAY 66, AND 1 FOOT SOUTH OF A
 HA0558'LINE OF HIGHWAY GUARD POSTS.  THE MARK PROJECTS 2 INCHES AND THE DISK
 HA0558'IS STAMPED GRAND NO 2 1946.
 HA0558'
 HA0558'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION NEAR THE
 HA0558'NORTH EDGE OF A CULTIVATED FIELD, 19 FEET SOUTH OF THE CENTERLINE OF
 HA0558'AN ASPHALT ROAD, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HA0558'WHITE HOUSE, 2 FEET EAST OF A TELEPHONE POLE, AND 2 FEET EAST OF A
 HA0558'STANDARD WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HA0558'IS STAMPED GRAND 1946.
 HA0558'
 HA0558'TO REACH THE STATION FROM THE POST OFFICE IN GRANDVIEW, GO WEST ON
 HA0558'STATE HIGHWAY 66 FOR 0.3 MILE TO STATION ON THE LEFT.
 HA0558'
 HA0558'TO REACH THE AZIMUTH MARK CONTINUE WEST PAST THE STATION ON STATE
 HA0558'HIGHWAY 66 FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1
 HA0558'MILE TO AN ASPHALT CROSSROAD, TURN LEFT AND GO 0.1 MILE TO MARK ON
 HA0558'THE LEFT AS DESCRIBED.
 HA0558'
 HA0558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA0558
 HA0558                          STATION RECOVERY (1965)
 HA0558
 HA0558'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0558'THE STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 HA0558
 HA0558                          STATION RECOVERY (1965)
 HA0558
 HA0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0558'THE STATION MARK, STAMPED GRAND 1946, IS ABOUT 0.3 MILE SOUTHWEST
 HA0558'ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, IN SECTION
 HA0558'5, T 7 S, R 5 W, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HA0558'164 FEET WEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY, 72 FEET
 HA0558'SOUTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 155 FEET WEST
 HA0558'OF A 12-INCH ELM TREE, 1.5 FEET WEST OF A METAL WITNESS POST,
 HA0558'ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HA0558'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HA0558'
 HA0558'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0558'
 HA0558'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0558'
 HA0558'THE AZIMUTH MARK, STAMPED GRAND 1946, IS ABOUT 0.6 MILE WEST ALONG
 HA0558'STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, THENCE 0.1 MILE
 HA0558'NORTH ALONG A PAVED ROAD, IN SECTION 5, T 7 S, R 5 W, 55 FEET
 HA0558'EAST OF THE CENTER LINE OF THE ROAD, 85 FEET NORTHWEST OF THE
 HA0558'NORTHWEST EDGE OF THE FOUNDATION OF A SPHERE, 55 FEET SOUTHEAST
 HA0558'AND ACROSS THE ROAD FROM A 26-INCH WALNUT TREE ON THE OTTO W.
 HA0558'SCHERER PROPERTY, 19 FEET SOUTH OF THE CENTER LINE OF AN
 HA0558'EAST-WEST PAVED ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HA0558'TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 HA0558
 HA0558                          STATION RECOVERY (1965)
 HA0558
 HA0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0558'0.3 MI SW FROM GRANDVIEW.
 HA0558'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0558'OFFICE AT GRANDVIEW, IN SECTION 5, T 7 S, R 5 W, 164 FEET WEST
 HA0558'OF THE EXTENDED CENTER LINE OF A DRIVEWAY, 155 FEET WEST OF A
 HA0558'12-INCH ELM TREE, 72 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A
 HA0558'POWER POLE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5
 HA0558'FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 HA0558'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HA0558
 HA0558                          STATION RECOVERY (2008)
 HA0558
 HA0558'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 HA0558'RECOVERED IN GOOD CONDITION.
 HA0558
 HA0558                          STATION RECOVERY (2010)
 HA0558
 HA0558'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0558'STATION MARK RECOVERED IN GOOD CONDITION.
 HA0558
 HA0558                          STATION RECOVERY (2022)
 HA0558
 HA0558'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1861 ***********************************************************************
 KA1861  DESIGNATION -  GRAND
 KA1861  PID         -  KA1861
 KA1861  STATE/COUNTY-  IN/VIGO
 KA1861  COUNTRY     -  US
 KA1861  USGS QUAD   -  TERRE HAUTE (2019)
 KA1861
 KA1861                         *CURRENT SURVEY CONTROL
 KA1861  ______________________________________________________________________
 KA1861* NAD 83(1997) POSITION- 39 26 01.94651(N) 087 23 37.48927(W)   ADJUSTED
 KA1861* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KA1861  ______________________________________________________________________
 KA1861  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 KA1861  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 KA1861  HORZ ORDER      -  SECOND
 KA1861
 KA1861.The horizontal coordinates were established by classical geodetic methods
 KA1861.and adjusted by the National Geodetic Survey in May 1999.
 KA1861
 KA1861.The orthometric height was scaled from a topographic map.
 KA1861
 KA1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1861.GEOID18 height accuracy estimate available here.
 KA1861
 KA1861.Click photographs - Photos may exist for this station.
 KA1861
 KA1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1861
 KA1861. The following values were computed from the NAD 83(1997) position.
 KA1861
 KA1861;                    North         East     Units Scale Factor Converg.
 KA1861;SPC IN W     -   464,709.202   873,275.841   MT  0.99997546   -0 11 49.8
 KA1861;SPC IN W     - 1,524,633.44  2,865,072.49   sFT  0.99997546   -0 11 49.8
 KA1861;UTM  16      - 4,364,999.807   466,113.911   MT  0.99961414   -0 15 00.4
 KA1861
 KA1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1861!SPC IN W     -   0.99998130  x   0.99997546  =   0.99995676
 KA1861!UTM  16      -   0.99998130  x   0.99961414  =   0.99959545
 KA1861
 KA1861:                Primary Azimuth Mark                     Grid Az
 KA1861:SPC IN W     -  GRAND AZ MK                              182 37 22.4
 KA1861:UTM  16      -  GRAND AZ MK                              182 40 33.0
 KA1861
 KA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6611364999(NAD 83)
 KA1861
 KA1861|---------------------------------------------------------------------|
 KA1861| PID    Reference Object                     Distance      Geod. Az  |
 KA1861|                                                           dddmmss.s |
 KA1861| KA1860 NO 310                                7.982 METERS 18052     |
 KA1861| CM3578 GRAND AZ MK                                        1822532.6 |
 KA1861| CM3579 GRAND RM 1                           29.733 METERS 30157     |
 KA1861|---------------------------------------------------------------------|
 KA1861
 KA1861                          SUPERSEDED SURVEY CONTROL
 KA1861
 KA1861  NAD 83(1986)-  39 26 01.95281(N)    087 23 37.48174(W) AD(       ) 2
 KA1861  NAD 27      -  39 26 01.81960(N)    087 23 37.40780(W) AD(       ) 2
 KA1861
 KA1861.Superseded values are not recommended for survey control.
 KA1861
 KA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1861.See file dsdata.pdf to determine how the superseded data were derived.
 KA1861
 KA1861_MARKER: DS = TRIANGULATION STATION DISK
 KA1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1861_STAMPING: GRAND 1947
 KA1861_MARK LOGO: CGS
 KA1861_PROJECTION: FLUSH
 KA1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1861+STABILITY: SURFACE MOTION
 KA1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1861+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 KA1861
 KA1861  HISTORY     - Date     Condition        Report By
 KA1861  HISTORY     - 1947     MONUMENTED       CGS
 KA1861  HISTORY     - 1960     GOOD             CGS
 KA1861  HISTORY     - 19900609 GOOD             USPSQD
 KA1861  HISTORY     - 20080808 GOOD             INDIV
 KA1861  HISTORY     - 20230905 GOOD             USPS
 KA1861
 KA1861                          STATION DESCRIPTION
 KA1861
 KA1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1861'THE STATION IS LOCATED AT THE SOUTH SIDE OF TERRE HAUTE, ON THE TOP
 KA1861'OF A 10 FOOT BANK, AND ON THE SOUTH EDGE OF THE GRAND VIEW
 KA1861'CEMETERY. THE MARK IS 39 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 KA1861'MARGARET AVENUE AND 38 FEET NORTHWEST OF TELEPHONE POLE NO. 140.
 KA1861'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED GRAND
 KA1861'1947.
 KA1861'
 KA1861'REFERENCE MARK NO. 1 IS 97.55 FEET WEST-NORTHWEST OF THE STATION,
 KA1861'74.2 FEET NORTH OF A TELEPHONE POLE, AND 14.8 FEET NORTH OF AN
 KA1861'8-INCH CHERRY TREE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 KA1861'STAMPED GRAND NO 1 1947.
 KA1861'
 KA1861'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO 310 WAS USE
 KA1861'AS THE SECOND REFERENCE MARK. A TRAVERSE MEASUREMENT WAS
 KA1861'MADE FROM TRIANGULATION STATION GRAND TO THIS MARK. IT IS 26.19 FEET
 KA1861'SOUTH OF THE TRIANGULATION STATION, 5 FEET SOUTH OF THE
 KA1861'CEMETERY 10 FOOT BANK, AND 4 FEET NORTH OF THE NORTH EDGE OF THE
 KA1861'STREET PAVEMENT. THE MARK IS A STANDARD 4 BY 4 CONCRETE POST
 KA1861'AND BRONZE DISK, PROJECTING 13 INCHES, AND THE DISK IS STAMPED
 KA1861'STATION NO 310.
 KA1861'
 KA1861'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH OF THE STATION, 20
 KA1861'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 1 FOOT
 KA1861'NORTHWEST OF A WITNESS POST, AND 1 FOOT NORTH OF POWERLINE POLE NO.
 KA1861'325-088. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED GRAND
 KA1861'1947.
 KA1861'
 KA1861'TO REACH THE STATION FROM THE COURTHOUSE IN TERRE HAUTE, GO SOUTH ON
 KA1861'U.S. HIGHWAY 41 FOR 2.2 MILES TO MARGARET AVENUE. TURN
 KA1861'LEFT, EAST, ON MARGARET AVENUE AND GO 1.1 MILES TO THE GRAND VIEW
 KA1861'CEMETERY ON THE LEFT AND THE STATION.
 KA1861'
 KA1861'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MARGARET
 KA1861'AVENUE FOR 0.05 MILE TO A CROSSROAD. TURN LEFT, SOUTH, AND GO
 KA1861'ON THE MAIN ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KA1861'
 KA1861'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1861'SURVEY.
 KA1861'
 KA1861'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1861
 KA1861                          STATION RECOVERY (1960)
 KA1861
 KA1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KA1861'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 KA1861'DESCRIBED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO. 2, USC AND
 KA1861'GS AND STATE SURVEY STATION NO. 310 WAS SEARCHED FOR BUT NOT
 KA1861'RECOVERED.  IT HAS EVIDENTLY BEEN DESTROYED.  THE AZIMUTH MARK IS
 KA1861'ALMOST HIDDEN BY A TREE GROWING IN LINE BETWEEN STATION AND
 KA1861'AZIMUTH MARK.  THE POWERLINE POLE, NO. 325-088, MENTIONED IN THE
 KA1861'ORIGINAL DESCRIPTION NO LONGER IS IN EXISTENCE.  A NEW POWERLINE
 KA1861'POLE NO.  851-3531 NOW STANDS 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KA1861'THE POLE CAN BE RECOGNIZED BY HAVING 3 HORIZONTAL CROSS MEMBERS ON
 KA1861'TOP WITH A TRANSFORMER MOUNTED ON THE LOWER CROSS MEMBER.  A
 KA1861'RANGE POLE ON THE AZIMUTH MARK CAN JUST BE SEEN THROUGH THE TREE
 KA1861'BY USING THIS TELEPHONE POLE AS A REFERENCE.
 KA1861
 KA1861                          STATION RECOVERY (1990)
 KA1861
 KA1861'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KA1861'RECOVERED IN GOOD CONDITION.
 KA1861
 KA1861                          STATION RECOVERY (2008)
 KA1861
 KA1861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (KSF)
 KA1861'MONUMENT FOUND IN GOOD CONDITION.  REFERENCE MARK 1 FOUND IN GOOD
 KA1861'CONDITION.  UTILITY POLES AS DESCRIBED IN RECOVERY SHEET HAVE BEEN
 KA1861'RELOCATED DUE TO ROAD CONSTRUCTION.
 KA1861
 KA1861                          STATION RECOVERY (2023)
 KA1861
 KA1861'RECOVERY NOTE BY US POSTAL SERVICE 2023 (STH)
 KA1861'MARK IS 6 INCHES (15 CM) SOUTH OF CARSONITE WITNESS POST.  RM1 IN GOOD
 KA1861'CONDITION 6 FT (1.8 M) NORTH OF SMITH TOMBSTONE, 22 FT (6.7 M) SOUTH
 KA1861'OF GLASPIER TOMBSTONE. REMOVE REFERENCE TO CHERRY TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0559 ***********************************************************************
 HA0559  DESIGNATION -  GRAND AZ MK
 HA0559  PID         -  HA0559
 HA0559  STATE/COUNTY-  IN/SPENCER
 HA0559  COUNTRY     -  US
 HA0559  USGS QUAD   -  LEWISPORT (2019)
 HA0559
 HA0559                         *CURRENT SURVEY CONTROL
 HA0559  ______________________________________________________________________
 HA0559* NAD 83(1986) POSITION- 37 55 49.10   (N) 086 59 26.42   (W)   HD_HELD1
 HA0559* NAVD 88 ORTHO HEIGHT -   120.789 (meters)      396.29  (feet) ADJUSTED
 HA0559  ______________________________________________________________________
 HA0559  GEOID HEIGHT    -        -31.324 (meters)                     GEOID18
 HA0559  DYNAMIC HEIGHT  -        120.708 (meters)      396.02  (feet) COMP
 HA0559  MODELED GRAVITY -    979,956.2   (mgal)                       NAVD 88
 HA0559
 HA0559  VERT ORDER      -  FIRST     CLASS II
 HA0559
 HA0559.The horizontal coordinates were determined by differentially corrected
 HA0559.hand held GPS observations or other comparable positioning techniques
 HA0559.and have an estimated accuracy of +/- 3 meters.
 HA0559
 HA0559.The orthometric height was determined by differential leveling and
 HA0559.adjusted by the NATIONAL GEODETIC SURVEY
 HA0559.in June 1991.
 HA0559
 HA0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0559.GEOID18 height accuracy estimate available here.
 HA0559
 HA0559.Click photographs - Photos may exist for this station.
 HA0559
 HA0559.The dynamic height is computed by dividing the NAVD 88
 HA0559.geopotential number by the normal gravity value computed on the
 HA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0559.degrees latitude (g = 980.6199 gals.).
 HA0559
 HA0559.The modeled gravity was interpolated from observed gravity values.
 HA0559
 HA0559;                    North         East    Units  Estimated Accuracy
 HA0559;SPC IN W     -   297,762.5     908,146.1     MT  (+/- 3 meters HH1 GPS) 
 HA0559
 HA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0081998082(NAD 83)
 HA0559
 HA0559                          SUPERSEDED SURVEY CONTROL
 HA0559
 HA0559  NGVD 29 (??/??/92)  120.897  (m)          396.64   (f) ADJ UNCH    1 2
 HA0559
 HA0559.Superseded values are not recommended for survey control.
 HA0559
 HA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0559.See file dsdata.pdf to determine how the superseded data were derived.
 HA0559
 HA0559_MARKER: DZ = AZIMUTH MARK DISK
 HA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0559_STAMPING: GRAND 1946
 HA0559_MARK LOGO: CGS
 HA0559_PROJECTION: PROJECTING 36 CENTIMETERS
 HA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0559+STABILITY: SURFACE MOTION
 HA0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0559+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0559
 HA0559  HISTORY     - Date     Condition        Report By
 HA0559  HISTORY     - 1946     MONUMENTED       CGS
 HA0559  HISTORY     - 1965     GOOD             CGS
 HA0559  HISTORY     - 20100727 GOOD             GEOCAC
 HA0559  HISTORY     - 20221220 SEE DESCRIPTION  INDOT
 HA0559
 HA0559                          STATION DESCRIPTION
 HA0559
 HA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0559'0.7 MI W FROM GRANDVIEW.
 HA0559'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0559'AT GRANDVIEW, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, IN SECTION
 HA0559'5, T 7 S, R 5 W, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 85
 HA0559'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE FOUNDATION OF A SPHERE,
 HA0559'55 FEET SOUTHEAST AND ACROSS THE ROAD FROM A 26-INCH WALNUT TREE
 HA0559'ON THE OTTO W. SCHERER PROPERTY, 19 FEET SOUTH OF THE CENTER LINE
 HA0559'OF AN EAST-WEST PAVED RAOD, ABOUT LEVEL WITH THE ROAD, AND SET
 HA0559'IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 HA0559
 HA0559                          STATION RECOVERY (2010)
 HA0559
 HA0559'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0559'MARK RECOVERED IN GOOD CONDITION
 HA0559
 HA0559                          STATION RECOVERY (2022)
 HA0559
 HA0559'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0559'THE MARK IS NOW ABOUT 15 INCH'S (38 CM) ABOVE GROUND AND LEANING SOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1610 ***********************************************************************
 HZ1610  DESIGNATION -  GRANT
 HZ1610  PID         -  HZ1610
 HZ1610  STATE/COUNTY-  IN/CLARK
 HZ1610  COUNTRY     -  US
 HZ1610  USGS QUAD   -  OWEN (2019)
 HZ1610
 HZ1610                         *CURRENT SURVEY CONTROL
 HZ1610  ______________________________________________________________________
 HZ1610* NAD 83(1997) POSITION- 38 28 23.24288(N) 085 36 14.28154(W)   ADJUSTED
 HZ1610* NAVD 88 ORTHO HEIGHT -   193.053 (meters)      633.37  (feet) ADJUSTED
 HZ1610  ______________________________________________________________________
 HZ1610  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 HZ1610  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 HZ1610  DYNAMIC HEIGHT  -        192.924 (meters)      632.95  (feet) COMP
 HZ1610  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1610
 HZ1610  HORZ ORDER      -  THIRD
 HZ1610  VERT ORDER      -  FIRST     CLASS II
 HZ1610
 HZ1610.The horizontal coordinates were established by classical geodetic methods
 HZ1610.and adjusted by the National Geodetic Survey in May 1999.
 HZ1610
 HZ1610.The orthometric height was determined by differential leveling and
 HZ1610.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1610.in June 1991.
 HZ1610
 HZ1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1610.GEOID18 height accuracy estimate available here.
 HZ1610
 HZ1610.Click photographs - Photos may exist for this station.
 HZ1610
 HZ1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1610
 HZ1610.The dynamic height is computed by dividing the NAVD 88
 HZ1610.geopotential number by the normal gravity value computed on the
 HZ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1610.degrees latitude (g = 980.6199 gals.).
 HZ1610
 HZ1610.The modeled gravity was interpolated from observed gravity values.
 HZ1610
 HZ1610. The following values were computed from the NAD 83(1997) position.
 HZ1610
 HZ1610;                    North         East     Units Scale Factor Converg.
 HZ1610;SPC IN E     -   358,011.248   105,471.307   MT  0.99996704   +0 02 20.4
 HZ1610;SPC IN E     - 1,174,575.24    346,033.78   sFT  0.99996704   +0 02 20.4
 HZ1610;SPC KY1Z     - 1,237,494.192 1,512,743.060   MT  0.99995909   +0 05 22.8
 HZ1610;SPC KY1Z     - 4,060,012.19  4,963,057.86   sFT  0.99995909   +0 05 22.8
 HZ1610;SPC KY N     -   108,882.347   381,854.564   MT  0.99996208   -0 50 32.1
 HZ1610;SPC KY N     -   357,224.83  1,252,801.18   sFT  0.99996208   -0 50 32.1
 HZ1610;UTM  16      - 4,259,234.240   621,779.073   MT  0.99978263   +0 52 07.1
 HZ1610
 HZ1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1610!SPC IN E     -   0.99997498  x   0.99996704  =   0.99994202
 HZ1610!SPC KY1Z     -   0.99997498  x   0.99995909  =   0.99993407
 HZ1610!SPC KY N     -   0.99997498  x   0.99996208  =   0.99993706
 HZ1610!UTM  16      -   0.99997498  x   0.99978263  =   0.99975762
 HZ1610
 HZ1610:                Primary Azimuth Mark                     Grid Az
 HZ1610:SPC IN E     -  GRANT AZ MK                              052 45 02.4
 HZ1610:SPC KY1Z     -  GRANT AZ MK                              052 42 00.0
 HZ1610:SPC KY N     -  GRANT AZ MK                              053 37 54.9
 HZ1610:UTM  16      -  GRANT AZ MK                              051 55 15.7
 HZ1610
 HZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2177959234(NAD 83)
 HZ1610
 HZ1610|---------------------------------------------------------------------|
 HZ1610| PID    Reference Object                     Distance      Geod. Az  |
 HZ1610|                                                           dddmmss.s |
 HZ1610| CG7920 GRANT RM 1                           23.980 METERS 04346     |
 HZ1610| HZ1609 GRANT RM 4                           16.164 METERS 05018     |
 HZ1610| HZ1608 GRANT AZ MK                                        0524722.8 |
 HZ1610| CG7921 GRANT RM 2                           23.330 METERS 15859     |
 HZ1610| HZ1611 GRANT RM 3                           21.135 METERS 25030     |
 HZ1610|---------------------------------------------------------------------|
 HZ1610
 HZ1610                          SUPERSEDED SURVEY CONTROL
 HZ1610
 HZ1610  NAD 83(1993)-  38 28 23.24320(N)    085 36 14.28150(W) AD(       ) 3
 HZ1610  NAD 83(1986)-  38 28 23.24594(N)    085 36 14.28776(W) AD(       ) 3
 HZ1610  NAD 27      -  38 28 23.01700(N)    085 36 14.42800(W) AD(       ) 3
 HZ1610  NGVD 29 (??/??/92)  193.212  (m)          633.90   (f) ADJ UNCH    1 2
 HZ1610  NGVD 29             193.21   (m)          633.9    (f) LEVELING    3  
 HZ1610
 HZ1610.Superseded values are not recommended for survey control.
 HZ1610
 HZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1610.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1610
 HZ1610_MARKER: DS = TRIANGULATION STATION DISK
 HZ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1610_STAMPING: GRANT 1947
 HZ1610_MARK LOGO: CGS
 HZ1610_PROJECTION: FLUSH
 HZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1610+STABILITY: SURFACE MOTION
 HZ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1610+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 HZ1610
 HZ1610  HISTORY     - Date     Condition        Report By
 HZ1610  HISTORY     - 1947     MONUMENTED       CGS
 HZ1610  HISTORY     - 1963     GOOD             CGS
 HZ1610  HISTORY     - 1964     GOOD             CGS
 HZ1610  HISTORY     - 1965     GOOD             CGS
 HZ1610  HISTORY     - 1965     GOOD             CGS
 HZ1610  HISTORY     - 19850321 GOOD             NGS
 HZ1610  HISTORY     - 20081023 GOOD             ACCU
 HZ1610  HISTORY     - 20190915 GOOD             USPSQD
 HZ1610  HISTORY     - 20230817 GOOD             INDOT
 HZ1610
 HZ1610                          STATION DESCRIPTION
 HZ1610
 HZ1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1610'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CHARLESTOWNON
 HZ1610'GROUNDS OF THE INDIANA ORDNANCE PLANT NO. 2. IT IS 58 FEET
 HZ1610'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 62, 18 FEET EAST OF A
 HZ1610'WITNESS POST, AND 16 FEET SOUTHEAST OF A FENCE CORNER. THE
 HZ1610'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED GRANT 1947.
 HZ1610'
 HZ1610'REFERENCE MARK NO. 1 IS 78.67 FEET NORTHEAST OF THE STATION, 93 FEET
 HZ1610'EAST OF THE FENCE CORNER, AND 41 FEET SOUTHEAST OF THE CENTERLINE
 HZ1610'OF THE HIGHWAY. THE MARK PROJECTS 3 INCHES, AND DISK IS STAMPED GRANT
 HZ1610'NO 1 1947.
 HZ1610'
 HZ1610'REFERENCE MARK NO. 2 IS 76.54 FEET SOUTH-SOUTHEAST OF STATION, 91
 HZ1610'FEET SOUTH-SOUTHEAST OF THE FENCE CORNER, AND 1 FOOT EAST OF
 HZ1610'THE FENCE, THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED GRANT
 HZ1610'NO 2 1947.
 HZ1610'
 HZ1610'THE AZIMUTH MARK IS 0.75 MILE NORTHEAST OF THE STATION, 33 FEET
 HZ1610'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF
 HZ1610'A FENCE, 3 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 394, AND 2 FEET
 HZ1610'SOUTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE
 HZ1610'DISK IS STAMPED GRANT 1947.
 HZ1610'
 HZ1610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ1610'THE SOUTH EDGE OF CHARLESTOWN, GO NORTHEAST ON HIGHWAY 62 FOR
 HZ1610'3.9 MILES TO A WHITE COTTAGE ON THE LEFT AND THE FENCE CORNER AND
 HZ1610'STATION ON THE LEFT.
 HZ1610'
 HZ1610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 HZ1610'62 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ1610'
 HZ1610'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1610
 HZ1610                          STATION RECOVERY (1963)
 HZ1610
 HZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AER)
 HZ1610'STATION HAS BEEN RECOVERED IN GOOD CONDITION AS DESCRIBED. RM 1 HAS
 HZ1610'BEEN HIT BY BULLDOZER AND CAP TORN OFF. RM 2 HAS BEEN HIT AND
 HZ1610'PUSHED OVER OUT OF POSITION.
 HZ1610
 HZ1610                          STATION RECOVERY (1964)
 HZ1610
 HZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 HZ1610'RECOVERED STATION AND AZIMUTH MARKS IN GOOD CONDITION, R.M. NO. 1
 HZ1610'DAMAGED AND SLIGHTLY DISTURBED, AND NO. 2 R.M. NOT FOUND. RM.S
 HZ1610'NOS. 3 AND 4 WERE ESTABLISHED, AND NO. 1 WAS DESTROYED AND THE DISK
 HZ1610'FRACTION REMOVED.
 HZ1610'
 HZ1610'ABOUT 4.0 MILES NE ALONG NO. 62 INDIANA HWY. FROM ITS JUNCTION WITH
 HZ1610'NO. 3 IND. HWY. ON THE S EDGE OF CHARLESTOWN, ON CREST OF RIDGE,
 HZ1610'53 FEET SE OF CENTER LINE OF 33-FOOT ASPHALT PAVEMENT, 1.2 FEET
 HZ1610'HIGHER THAN SAME, 2.7 FEET NE OF STEEL WITNESS POST, FLUSH
 HZ1610'WITH THE GROUND, STANDARD DISKS STAMPED GRANT 1947.
 HZ1610'
 HZ1610'R.M. STAMPED GRANT NO. 3 1964, FLUSH, IS 21.135 METERS OR
 HZ1610'69.34 FEET S 70 DEG 30 MIN W FROM STATION, 97
 HZ1610'FEET NE OF CENTERLINE OF GRAVEL ROAD FROM THE SE, 35-1/2 FEET SE OF
 HZ1610'CENTER LINE OF 33-FOOT HERE 9 FEET WIDER FOR HILL PASSING
 HZ1610'ASPHALT PAVEMENT, 0.5 FOOT HIGHER THAN SAME, AND 8-1/2 FEET NE OF
 HZ1610'TRANSFORMER POWER POLE.
 HZ1610'
 HZ1610'R.M. STAMPED GRANT NO. 4 1964, FLUSH, IS 16.164 METERS OR
 HZ1610'53.03 FEET N 50 DEG 18 MIN E FROM STATION, 48
 HZ1610'1/2 FEET SE OF CENTER LINE OF SAID PAVEMENT, 1.0 FEET HIGHER THAN
 HZ1610'SAME, AND OPPOSITE HIGHEST POINT OF A HIGHWAY CUT BANK AND R/W
 HZ1610'MARKER.
 HZ1610'
 HZ1610'AZIMUTH MARK STAMPED GRANT 1947, PROJECTS 0.5 FOOT, IS
 HZ1610'ABOUT 0.75 MILE NE FROM THE
 HZ1610'STATION, AN ESTIMATED 90 YARDS NE OF THE CREST OF A RIDGE, 50 FEET SW
 HZ1610'OF THE PROJECTED CENTER LINE OF GRAVEL ROAD FROM THE SE, 33-1/2
 HZ1610'FEET NW OF CENTER LINE OF 22 -FOOT HWY, PAVEMENT, ONE FOOT HIGHER
 HZ1610'THAN SAME, 3 FEET SSW OF CREOSOTED TELEPHONE POLE, AND 2.0 FEET
 HZ1610'NE OF STEEL WITNESS POST.
 HZ1610
 HZ1610                          STATION RECOVERY (1965)
 HZ1610
 HZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1610'THE STA MK, STAMPED GRANT 1947 IS ABOUT 3.9 MI NE ALONG ST HWY 62
 HZ1610'FROM THE JUNCTION OF ST HWY 62 AND 3 AT CHARLESTOWN, AT A JUNCTION
 HZ1610'OF THE HWY AND A GRAVELED ROAD LEADING SE, ABOUT 200 FT E AND ACROSS
 HZ1610'THE HWY FROM A SMALL FARMHOUSE 58 FT SE OF THE CENTER LINE OF THE
 HZ1610'HWY, 164 FT NE OF THE CENTER LINE OF THE GRAVELED ROAD, 78 FT NE
 HZ1610'OF A POWER POLE, 2.5 FT NE OF A METAL WITNESS POST, ABOUT 2 FT ABOVE
 HZ1610'THE LEVEL OF THE HWY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1610'FLUSH WITH THE GROUND.
 HZ1610'
 HZ1610'RM 3 STAMPED GRANT NO 3 1964, 68.5 FT S SW OF THE STATION MARK, 40
 HZ1610'FT SE OF THE CENTER LINE OF THE HWY, 97 FT NE OF THE CENTER LINE OF
 HZ1610'THE GRAVELED ROAD LEADING SE, 9 FT NE OF A POWER POLE, ABOUT 2 FT
 HZ1610'ABOVE THE LEVEL OF THE HWY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1610'FLUSH WITH THE GROUND.
 HZ1610'
 HZ1610'RM 4, STAMPED GRANT NO 4 1964, IS 53 FT NE OF THE STATION MARK, 52
 HZ1610'FT SE OF THE CENTER LINE OF THE HWY, ABOUT 2 FT ABOVE THE LEVEL
 HZ1610'OF THE HWY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1610'GROUND.
 HZ1610
 HZ1610                          STATION RECOVERY (1965)
 HZ1610
 HZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1610'3.9 MI NE FROM CHARLESTOWN.
 HZ1610'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1610'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, AT A JUNCTION OF THE
 HZ1610'HIGHWAY AND A GRAVELED ROAD LEADING SOUTHEAST, ABOUT 200 FEET
 HZ1610'EAST AND ACROSS THE HIGHWAY FROM A SMALL FARMHOUSE, 58 FEET
 HZ1610'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 164 FEET NORTHEAST
 HZ1610'OF THE CENTER LINE OF THE GRAVELED ROAD, 78 FEET NORTHEAST OF A
 HZ1610'POWER POLE, 2.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 HZ1610'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1610'CONCRETE POST FLUSH WITH THE GROUND.
 HZ1610
 HZ1610                          STATION RECOVERY (1985)
 HZ1610
 HZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HZ1610'STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 HZ1610'RECOVERED AT THIS TIME.  THE DISTANCE AND THE AZIMUTH DIRECTION
 HZ1610'CHECKED AGAINST THE OBSERVED DIRECTION AT THIS TIME.  THE TO REACH
 HZ1610'DESCRIPTION FOR THIS STATION IS STILL ADEQUATE.  A TRAVERSE CONNECTION
 HZ1610'WAS MADE TO THE AZIMUTH MARK USING ELECTRONIC DISTANCE MEASURING
 HZ1610'EQUIPMENT.  THE STATION IS A STANDARD CGS DISK STAMPED,---GRANT
 HZ1610'1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HZ1610'CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 16.154
 HZ1610'METERS (52.999 FT) SOUTHEAST FROM THE CENTER LINE OF HIGHWAY 62 AND
 HZ1610'0.823 METERS (2.700 FT) NORTHEAST FROM A STEEL WITNESS POST.
 HZ1610'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED,---GRANT NO 3
 HZ1610'1964---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25
 HZ1610'CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 29.566
 HZ1610'METERS (97.001 FT) NORTHEAST FROM THE CENTER LINE OF A GRAVEL ROAD,
 HZ1610'10.820 METERS (35.499 FT) SOUTHEAST FROM THE CENTER LINE OF HIGHWAY
 HZ1610'62, 2.591 METERS (8.501 FT) NORTHEAST FROM A UTILITY POLE, 0.305
 HZ1610'METERS (1.001 FT) NORTHEAST FROM A WITNESS POST, AND 0.3 METERS (1.0
 HZ1610'FT) BELOW THE STATION.  REFERENCE MARK NO 4 IS A STANDARD CGS DISK
 HZ1610'STAMPED,---GRANT NO 4 1964---, SET INTO THE TOP OF A ROUND CONCRETE
 HZ1610'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 HZ1610'STATION IS LOCATED 14.783 METERS (48.501 FT) SOUTHEAST FROM THE
 HZ1610'CENTERLINE OF HIGHWAY 62, 0.914 METERS (2.999 FT) SOUTH-SOUTHEAST FROM
 HZ1610'AN 8 INCH PINE TREE AND 0.305 METERS (1.001 FT) SOUTH-SOUTHEAST FROM A
 HZ1610'WITNESS POST, AND 0.2 METERS (0.7 FT) ABOVE THE STATION.  AZIMUTH MARK
 HZ1610'NO 1 IS A STANDARD CGS DISK STAMPED,---GRANT 1947---, SET INTO THE TOP
 HZ1610'OF A SQUARE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 6
 HZ1610'INCHES (18 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 15.240 METERS
 HZ1610'(50.000 FT) SOUTHWEST FROM THE PROJECTED CENTERLINE OF A DRIVEWAY AND
 HZ1610'GRAVEL ROAD, 10.211 METERS (33.501 FT) NORTHWEST FROM THE CENTERLINE
 HZ1610'OF HIGHWAY 62, 0.914 METERS (2.999 FT) SOUTH-SOUTHWEST FROM A UTILITY
 HZ1610'POLE AND 0.457 METERS (1.499 FT) NORTH FROM A METAL WITNESS POST.  TO
 HZ1610'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHEASTERLY FOR
 HZ1610'0.75 MILE (1.21 KM) 1.2 KM (0.75 MI) TO MARK ON LEFT.
 HZ1610
 HZ1610                          STATION RECOVERY (2008)
 HZ1610
 HZ1610'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WJC)
 HZ1610'RECOVERED IN GOOD CONDITION.
 HZ1610
 HZ1610                          STATION RECOVERY (2019)
 HZ1610
 HZ1610'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1610'RECOVERED IN GOOD CONDITION.
 HZ1610
 HZ1610                          STATION RECOVERY (2023)
 HZ1610
 HZ1610'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1911 ***********************************************************************
 KA1911  DESIGNATION -  GRANT
 KA1911  PID         -  KA1911
 KA1911  STATE/COUNTY-  IN/MARION
 KA1911  COUNTRY     -  US
 KA1911  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1911
 KA1911                         *CURRENT SURVEY CONTROL
 KA1911  ______________________________________________________________________
 KA1911* NAD 83(1997) POSITION- 39 52 23.48908(N) 086 05 19.45607(W)   ADJUSTED
 KA1911* NAVD 88 ORTHO HEIGHT -   242.84  (+/-2cm)      796.7   (feet) VERTCON3
 KA1911  ______________________________________________________________________
 KA1911  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 KA1911  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 KA1911  HORZ ORDER      -  SECOND
 KA1911  VERT ORDER      -  THIRD ? (See Below)
 KA1911
 KA1911.The horizontal coordinates were established by classical geodetic methods
 KA1911.and adjusted by the National Geodetic Survey in May 1999.
 KA1911
 KA1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1911
 KA1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1911.GEOID18 height accuracy estimate available here.
 KA1911
 KA1911.The vertical order pertains to the NGVD 29 superseded value.
 KA1911
 KA1911.Click photographs - Photos may exist for this station.
 KA1911
 KA1911.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1911
 KA1911. The following values were computed from the NAD 83(1997) position.
 KA1911
 KA1911;                    North         East     Units Scale Factor Converg.
 KA1911;SPC IN E     -   513,523.378    63,892.281   MT  0.99998271   -0 16 14.1
 KA1911;SPC IN E     - 1,684,784.62    209,619.93   sFT  0.99998271   -0 16 14.1
 KA1911;UTM  16      - 4,414,080.172   577,929.356   MT  0.99967476   +0 35 03.2
 KA1911
 KA1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1911!SPC IN E     -   0.99996721  x   0.99998271  =   0.99994992
 KA1911!UTM  16      -   0.99996721  x   0.99967476  =   0.99964198
 KA1911
 KA1911:                Primary Azimuth Mark                     Grid Az
 KA1911:SPC IN E     -  GIBSON                                   229 54 47.4
 KA1911:UTM  16      -  GIBSON                                   229 03 30.1
 KA1911
 KA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7792914080(NAD 83)
 KA1911
 KA1911|---------------------------------------------------------------------|
 KA1911| PID    Reference Object                     Distance      Geod. Az  |
 KA1911|                                                           dddmmss.s |
 KA1911| CC9252 GRANT RM                             11.289 METERS 18339     |
 KA1911| KA1920 GIBSON                              APPROX. 1.4 KM 2293833.3 |
 KA1911|---------------------------------------------------------------------|
 KA1911
 KA1911                          SUPERSEDED SURVEY CONTROL
 KA1911
 KA1911  NAD 83(1986)-  39 52 23.48850(N)    086 05 19.48222(W) AD(       ) 2
 KA1911  NAD 27      -  39 52 23.34500(N)    086 05 19.50900(W) AD(       ) 2
 KA1911  USSD        -  39 52 23.39100(N)    086 05 19.30900(W) AD(       ) 3
 KA1911  NGVD 29             242.97   (m)          797.1    (f) LEVELING    3  
 KA1911
 KA1911.Superseded values are not recommended for survey control.
 KA1911
 KA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1911.See file dsdata.pdf to determine how the superseded data were derived.
 KA1911
 KA1911_MARKER: DS = TRIANGULATION STATION DISK
 KA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1911_STAMPING: GRANT 1920
 KA1911_MARK LOGO: CGS
 KA1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1911+STABILITY: SURFACE MOTION
 KA1911
 KA1911  HISTORY     - Date     Condition        Report By
 KA1911  HISTORY     - 1920     MONUMENTED       CGS
 KA1911  HISTORY     - 1961     GOOD             THOMAS
 KA1911  HISTORY     - 1970     GOOD             BRADY
 KA1911  HISTORY     - 1970     POOR             NGS
 KA1911  HISTORY     - 1975     POOR             LOCSUR
 KA1911
 KA1911                          STATION DESCRIPTION
 KA1911
 KA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1911'ON THE E SIDE OF THE LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY,
 KA1911'2.70 METERS (8.86 FEET) FROM THE E AND NEAREST RAIL ABOUT 480
 KA1911'YARDS S OF A ROAD CROSSING, ABOUT 300 YARDS S OF SEMAPHORE M9-1.
 KA1911'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 KA1911'TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS IN E
 KA1911'RIGHT-OF-WAY FENCE LINE, 11.289 METERS (37.04 FEET) FROM
 KA1911'THE STATION S 3 DEG 39 MIN W.
 KA1911
 KA1911                          STATION RECOVERY (1961)
 KA1911
 KA1911'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1911'GRANT 1920 UNDISTURBED.
 KA1911'
 KA1911'RM GRANT 1920 UNDISTURBED.
 KA1911
 KA1911                          STATION RECOVERY (1970)
 KA1911
 KA1911'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (LS)
 KA1911'GRANT 1920 RECOVERED IN GOOD CONDITION.  (BURIED 12 INCHES + OR -)
 KA1911'CONCRETE BROKEN ALONG NW EDGE BUT TABLET WAS SOLID.
 KA1911'
 KA1911'REFERENCE MARK FOUND IN GOOD CONDITION.
 KA1911'
 KA1911'ADDITIONAL REFERENCES--
 KA1911'1522 FEET SW FROM RAIL CROSSING AT 65TH STREET.
 KA1911'194 FEET SW FROM WHISTLE POST.
 KA1911'770 FEET NE OF MILE POST 9.
 KA1911'9.60 FEET EAST OF GAGE OF EAST RAIL.
 KA1911'37.04 FEET TO REFERENCE MARK.
 KA1911'10.6 FEET 530 DEG INCH E TO TELEPHONE POLE WITH DOUBLE GUY
 KA1911'WIRES.
 KA1911
 KA1911                          STATION RECOVERY (1970)
 KA1911
 KA1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSB)
 KA1911'RECOVERED - 9-2-70.
 KA1911'
 KA1911'UNDERLINED DESCRIPTION NO LONGER APPLICABLE.  TABLET LEGIBLE BUT NOT
 KA1911'IN GOOD CONDITION.  REFERENCE MONUMENT RECOVERED.  TABLET IN
 KA1911'EXCELLENT CONDITION.
 KA1911
 KA1911                          STATION RECOVERY (1975)
 KA1911
 KA1911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1911'GRANT DAMAGED.
 KA1911'
 KA1911'1920 RECOVERED IN GOOD CONDITION.
 KA1911'
 KA1911'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE PART OF INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2201 ***********************************************************************
 LA2201  DESIGNATION -  GRANT
 LA2201  PID         -  LA2201
 LA2201  STATE/COUNTY-  IN/WABASH
 LA2201  COUNTRY     -  US
 LA2201  USGS QUAD   -  LA FONTAINE (2019)
 LA2201
 LA2201                         *CURRENT SURVEY CONTROL
 LA2201  ______________________________________________________________________
 LA2201* NAD 83(1997) POSITION- 40 42 04.32926(N) 085 44 02.96060(W)   ADJUSTED
 LA2201* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 LA2201  ______________________________________________________________________
 LA2201  GEOID HEIGHT    -        -34.305 (meters)                     GEOID18
 LA2201  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 LA2201  HORZ ORDER      -  THIRD
 LA2201
 LA2201.The horizontal coordinates were established by classical geodetic methods
 LA2201.and adjusted by the National Geodetic Survey in May 1999.
 LA2201
 LA2201.The orthometric height was scaled from a topographic map.
 LA2201
 LA2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2201.GEOID18 height accuracy estimate available here.
 LA2201
 LA2201.Click photographs - Photos may exist for this station.
 LA2201
 LA2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2201
 LA2201. The following values were computed from the NAD 83(1997) position.
 LA2201
 LA2201;                    North         East     Units Scale Factor Converg.
 LA2201;SPC IN E     -   605,379.733    94,296.421   MT  0.99996707   -0 02 38.4
 LA2201;SPC IN E     - 1,986,150.01    309,370.84   sFT  0.99996707   -0 02 38.4
 LA2201;UTM  16      - 4,506,358.999   606,940.075   MT  0.99974076   +0 49 32.0
 LA2201
 LA2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2201!SPC IN E     -   0.99996462  x   0.99996707  =   0.99993169
 LA2201!UTM  16      -   0.99996462  x   0.99974076  =   0.99970539
 LA2201
 LA2201:                Primary Azimuth Mark                     Grid Az
 LA2201:SPC IN E     -  GRANT AZ MK                              161 24 04.9
 LA2201:UTM  16      -  GRANT AZ MK                              160 31 54.5
 LA2201
 LA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0694006358(NAD 83)
 LA2201
 LA2201|---------------------------------------------------------------------|
 LA2201| PID    Reference Object                     Distance      Geod. Az  |
 LA2201|                                                           dddmmss.s |
 LA2201| CC9254 GRANT RM 1                           32.705 METERS 05102     |
 LA2201| CC9253 GRANT AZ MK                                        1612126.5 |
 LA2201| CC9255 GRANT RM 2                           28.724 METERS 16916     |
 LA2201|---------------------------------------------------------------------|
 LA2201
 LA2201                          SUPERSEDED SURVEY CONTROL
 LA2201
 LA2201  NAD 83(1995)-  40 42 04.33277(N)    085 44 02.97323(W) AD(       ) 3
 LA2201  NAD 83(1986)-  40 42 04.33267(N)    085 44 02.97352(W) AD(       ) 3
 LA2201  NAD 27      -  40 42 04.18070(N)    085 44 03.03740(W) AD(       ) 3
 LA2201
 LA2201.Superseded values are not recommended for survey control.
 LA2201
 LA2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2201.See file dsdata.pdf to determine how the superseded data were derived.
 LA2201
 LA2201_MARKER: DS = TRIANGULATION STATION DISK
 LA2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2201_STAMPING: GRANT 1948
 LA2201_MARK LOGO: CGS
 LA2201_PROJECTION: FLUSH
 LA2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2201+STABILITY: SURFACE MOTION
 LA2201
 LA2201  HISTORY     - Date     Condition        Report By
 LA2201  HISTORY     - 1948     MONUMENTED       CGS
 LA2201
 LA2201                          STATION DESCRIPTION
 LA2201
 LA2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2201'THE STATION IS LOCATED 2 MILES NORTH OF LA FONTAINE AND 8 MILES
 LA2201'SOUTHEAST OF WABASH ON THE EAST SIDE OF STATE HIGHWAY 15 AND ON
 LA2201'PROPERTY OWNED BY LUTHER COCHRAN.  IT IS 117 FEET SOUTHWEST OF THE
 LA2201'NORTHWEST CORNER OF A BARN, 81 FEET NORTH OF AN ENTRANCE DRIVE AND 54
 LA2201'FEET EAST OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2201'GRANT 1948.
 LA2201'
 LA2201'REFERENCE MARK NO. 1 IS 107.30 FEET NORTHEAST OF THE STATION.  IT IS
 LA2201'17 FEET SOUTH OF THE NORTHWEST CORNER OF THE BARN AND 2 FEET WEST SIDE
 LA2201'OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANT NO 1
 LA2201'1948.
 LA2201'
 LA2201'REFERENCE MARK NO. 2 IS 94.24 FEET SOUTHEAST OF THE STATION.  IT IS 38
 LA2201'FEET EAST OF THE HIGHWAY, 13 FEET SOUTH OF AN ENTRANCE DRIVE AND 1
 LA2201'FOOT WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LA2201'STAMPED GRANT NO 2 1948.
 LA2201'
 LA2201'THE AZIMUTH MARK IS 0.65 MILE SOUTHEAST OF THE STATION.  IT IS 28 FEET
 LA2201'WEST OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A FENCELINE AND 1
 LA2201'FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LA2201'THE DISK IS STAMPED GRANT 1948.
 LA2201'
 LA2201'TO REACH THE STATION FROM THE LA FONTAINE HIGH SCHOOL GO NORTH ON
 LA2201'STATE HIGHWAY 15 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT,
 LA2201'CONTINUE NORTH OF 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA2201'
 LA2201'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1608 ***********************************************************************
 HZ1608  DESIGNATION -  GRANT AZ MK
 HZ1608  PID         -  HZ1608
 HZ1608  STATE/COUNTY-  IN/CLARK
 HZ1608  COUNTRY     -  US
 HZ1608  USGS QUAD   -  OWEN (2019)
 HZ1608
 HZ1608                         *CURRENT SURVEY CONTROL
 HZ1608  ______________________________________________________________________
 HZ1608* NAD 83(1986) POSITION- 38 28 45.     (N) 085 35 36.     (W)   SCALED
 HZ1608* NAVD 88 ORTHO HEIGHT -   194.247 (meters)      637.29  (feet) ADJUSTED
 HZ1608  ______________________________________________________________________
 HZ1608  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 HZ1608  DYNAMIC HEIGHT  -        194.117 (meters)      636.87  (feet) COMP
 HZ1608  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 HZ1608
 HZ1608  VERT ORDER      -  FIRST     CLASS II
 HZ1608
 HZ1608.The horizontal coordinates were scaled from a map and have
 HZ1608.an estimated accuracy of +/- 6 seconds.
 HZ1608
 HZ1608.The orthometric height was determined by differential leveling and
 HZ1608.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1608.in June 1991.
 HZ1608
 HZ1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1608.GEOID18 height accuracy estimate available here.
 HZ1608
 HZ1608.Click photographs - Photos may exist for this station.
 HZ1608
 HZ1608.The dynamic height is computed by dividing the NAVD 88
 HZ1608.geopotential number by the normal gravity value computed on the
 HZ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1608.degrees latitude (g = 980.6199 gals.).
 HZ1608
 HZ1608.The modeled gravity was interpolated from observed gravity values.
 HZ1608
 HZ1608;                    North         East    Units  Estimated Accuracy
 HZ1608;SPC IN E     -   358,680.      106,400.      MT  (+/- 180 meters Scaled)
 HZ1608
 HZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH226599(NAD 83)
 HZ1608
 HZ1608                          SUPERSEDED SURVEY CONTROL
 HZ1608
 HZ1608  NGVD 29 (??/??/92)  194.406  (m)          637.81   (f) ADJ UNCH    1 2
 HZ1608
 HZ1608.Superseded values are not recommended for survey control.
 HZ1608
 HZ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1608.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1608
 HZ1608_MARKER: DZ = AZIMUTH MARK DISK
 HZ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1608_STAMPING: GRANT 1947
 HZ1608_MARK LOGO: CGS
 HZ1608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1608+STABILITY: SURFACE MOTION
 HZ1608
 HZ1608  HISTORY     - Date     Condition        Report By
 HZ1608  HISTORY     - 1947     MONUMENTED       CGS
 HZ1608  HISTORY     - 1965     GOOD             CGS
 HZ1608  HISTORY     - 1970     GOOD             NGS
 HZ1608  HISTORY     - 19850321 GOOD             NGS
 HZ1608
 HZ1608                          STATION DESCRIPTION
 HZ1608
 HZ1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1608'4.6 MI NE FROM CHARLESTOWN.
 HZ1608'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1608'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, AT A JUNCTION OF THE
 HZ1608'HIGHWAY AND POPLAR DRIVE, 33 FEET NORTHWEST OF THE CENTER LINE
 HZ1608'OF THE HIGHWAY, 53 FEET SOUTHWEST OF THE PROJECTED CENTER LINE OF
 HZ1608'POPLAR DRIVE, 50 FEET SOUTH OF THE SOUTH CORNER OF AN OLD BARN,
 HZ1608'6 FEET SOUTHEAST OF A FENCE, 2 1/2 FEET WEST OF A TELEPHONE POLE,
 HZ1608'1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 HZ1608'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1608'PROJECTING 4 INCHES.
 HZ1608
 HZ1608                          STATION RECOVERY (1970)
 HZ1608
 HZ1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HZ1608'RECOVERED IN GOOD CONDITION.
 HZ1608
 HZ1608                          STATION RECOVERY (1985)
 HZ1608
 HZ1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HZ1608'ABOUT 4.75 MILES (7.64 KM) NORTHEAST ALONG STATE HIGHWAY 62 FROM ITS
 HZ1608'JUNCTION WITH STATE HIGHWAY 3 ON THE SOUTH EDGE OF CHARLESTOWN.  IT IS
 HZ1608'A STANDARD CGS DISK STAMPED---GRANT 1947---, SET INTO THE TOP OF A 12
 HZ1608'INCHE, 30 CM SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.5 FOOT (15.2
 HZ1608'CM) ABOVE GROUND.  LOCATED 15.240 METERS, (50.000 FT) 50.0 FT (15.2 M)
 HZ1608'SOUTHWEST FROM THE PROJECTED CENTERLINE OF A DRIVEWAY AND A GRAVEL
 HZ1608'ROAD TO THE SOUTHEAST, 10.211 METERS, (33.501 FT) 33.5 FT (10.2 M)
 HZ1608'NORTHWEST FROM THE CENTERLINE OF HIGHWAY 62, 0.914 METER, (2.999 FT)
 HZ1608'3.0 FT (0.9 M) SOUTH-SOUTHWEST FROM A UTILITY POLE AND 0.457 METER,
 HZ1608'(1.499 FT) 1.5 FT (0.5 M) NORTH FROM A METAL WITNESS POST.  A TRAVERSE
 HZ1608'CONNECTION WAS MADE TO TRIANGULATION STATION GRANT 1947 USING
 HZ1608'ELECTRONIC DISTANCE MEASURING EQUIPMENT. HEIGHT OF TARGET ABOVE
 HZ1608'STATION WAS 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1854 ***********************************************************************
 LA1854  DESIGNATION -  GRANT F 1
 LA1854  PID         -  LA1854
 LA1854  STATE/COUNTY-  IN/GRANT
 LA1854  COUNTRY     -  US
 LA1854  USGS QUAD   -  SWEETSER (2019)
 LA1854
 LA1854                         *CURRENT SURVEY CONTROL
 LA1854  ______________________________________________________________________
 LA1854* NAD 83(1986) POSITION- 40 33 48.     (N) 085 49 32.     (W)   SCALED
 LA1854* NAVD 88 ORTHO HEIGHT -   247.584 (meters)      812.28  (feet) ADJUSTED
 LA1854  ______________________________________________________________________
 LA1854  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA1854  DYNAMIC HEIGHT  -        247.458 (meters)      811.87  (feet) COMP
 LA1854  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 LA1854
 LA1854  VERT ORDER      -  SECOND    CLASS 0
 LA1854
 LA1854.The horizontal coordinates were scaled from a map and have
 LA1854.an estimated accuracy of +/- 6 seconds.
 LA1854
 LA1854.The orthometric height was determined by differential leveling and
 LA1854.adjusted by the NATIONAL GEODETIC SURVEY
 LA1854.in June 1991.
 LA1854
 LA1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1854.GEOID18 height accuracy estimate available here.
 LA1854
 LA1854.Click photographs - Photos may exist for this station.
 LA1854
 LA1854.The dynamic height is computed by dividing the NAVD 88
 LA1854.geopotential number by the normal gravity value computed on the
 LA1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1854.degrees latitude (g = 980.6199 gals.).
 LA1854
 LA1854.The modeled gravity was interpolated from observed gravity values.
 LA1854
 LA1854;                    North         East    Units  Estimated Accuracy
 LA1854;SPC IN E     -   590,080.       86,540.      MT  (+/- 180 meters Scaled)
 LA1854
 LA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994909(NAD 83)
 LA1854
 LA1854                          SUPERSEDED SURVEY CONTROL
 LA1854
 LA1854  NGVD 29 (??/??/92)  247.709  (m)          812.69   (f) ADJ UNCH    2 0
 LA1854
 LA1854.Superseded values are not recommended for survey control.
 LA1854
 LA1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1854.See file dsdata.pdf to determine how the superseded data were derived.
 LA1854
 LA1854_MARKER: DD = SURVEY DISK
 LA1854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1854_SP_SET: BRIDGE
 LA1854_STAMPING: GRANT F 1
 LA1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1854
 LA1854  HISTORY     - Date     Condition        Report By
 LA1854  HISTORY     - UNK      MONUMENTED       INHD
 LA1854  HISTORY     - 1946     GOOD             CGS
 LA1854
 LA1854                          STATION DESCRIPTION
 LA1854
 LA1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1854'0.6 MI S FROM MIER.
 LA1854'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1854'OF STATE HIGHWAYS 18 AND 21 AT MIER, AT THE BRIDGE OVER BIG PIPE
 LA1854'CREEK, SET IN THE TOP OF THE NORTHWEST WING WALL OF THE BRIDGE,
 LA1854'20 FEET WEST OF AND 0.8 FOOT ABOVE THE CENTER LINE OF THE
 LA1854'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1611 ***********************************************************************
 HZ1611  DESIGNATION -  GRANT RM 3
 HZ1611  PID         -  HZ1611
 HZ1611  STATE/COUNTY-  IN/CLARK
 HZ1611  COUNTRY     -  US
 HZ1611  USGS QUAD   -  OWEN (2019)
 HZ1611
 HZ1611                         *CURRENT SURVEY CONTROL
 HZ1611  ______________________________________________________________________
 HZ1611* NAD 83(1986) POSITION- 38 28 23.01   (N) 085 36 15.10   (W)   HD_HELD1
 HZ1611* NAVD 88 ORTHO HEIGHT -   192.878 (meters)      632.80  (feet) ADJUSTED
 HZ1611  ______________________________________________________________________
 HZ1611  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 HZ1611  DYNAMIC HEIGHT  -        192.749 (meters)      632.38  (feet) COMP
 HZ1611  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1611
 HZ1611  VERT ORDER      -  FIRST     CLASS II
 HZ1611
 HZ1611.The horizontal coordinates were determined by differentially corrected
 HZ1611.hand held GPS observations or other comparable positioning techniques
 HZ1611.and have an estimated accuracy of +/- 3 meters.
 HZ1611
 HZ1611.The orthometric height was determined by differential leveling and
 HZ1611.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1611.in June 1991.
 HZ1611
 HZ1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1611.GEOID18 height accuracy estimate available here.
 HZ1611
 HZ1611.Click photographs - Photos may exist for this station.
 HZ1611
 HZ1611.The dynamic height is computed by dividing the NAVD 88
 HZ1611.geopotential number by the normal gravity value computed on the
 HZ1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1611.degrees latitude (g = 980.6199 gals.).
 HZ1611
 HZ1611.The modeled gravity was interpolated from observed gravity values.
 HZ1611
 HZ1611;                    North         East    Units  Estimated Accuracy
 HZ1611;SPC IN E     -   358,004.1     105,451.5     MT  (+/- 3 meters HH1 GPS) 
 HZ1611
 HZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2175959226(NAD 83)
 HZ1611
 HZ1611                          SUPERSEDED SURVEY CONTROL
 HZ1611
 HZ1611  NGVD 29 (??/??/92)  193.037  (m)          633.32   (f) ADJ UNCH    1 2
 HZ1611
 HZ1611.Superseded values are not recommended for survey control.
 HZ1611
 HZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1611.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1611
 HZ1611_MARKER: DR = REFERENCE MARK DISK
 HZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1611_STAMPING: GRANT NO 3 1964
 HZ1611_MARK LOGO: CGS
 HZ1611_PROJECTION: FLUSH
 HZ1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1611+STABILITY: SURFACE MOTION
 HZ1611
 HZ1611  HISTORY     - Date     Condition        Report By
 HZ1611  HISTORY     - 1964     MONUMENTED       CGS
 HZ1611  HISTORY     - 1965     GOOD             CGS
 HZ1611  HISTORY     - 20190915 GOOD             USPSQD
 HZ1611
 HZ1611                          STATION DESCRIPTION
 HZ1611
 HZ1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1611'3.9 MI NE FROM CHARLESTOWN.
 HZ1611'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1611'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, AT A JUNCTION OF THE
 HZ1611'HIGHWAY AND A GRAVELED ROAD LEADING SOUTHWEST, 150 FEET SOUTHEAST
 HZ1611'AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF A SMALL FARMHOUSE,
 HZ1611'40 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET
 HZ1611'NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD LEADING
 HZ1611'SOUTHEAST, 9 FEET NORTHEAST OF A POWER POLE, 68.5 FEET
 HZ1611'SOUTH-SOUTHWEST OF GRANT 1947, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HZ1611'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1611'GROUND.
 HZ1611
 HZ1611                          STATION RECOVERY (2019)
 HZ1611
 HZ1611'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1609 ***********************************************************************
 HZ1609  DESIGNATION -  GRANT RM 4
 HZ1609  PID         -  HZ1609
 HZ1609  STATE/COUNTY-  IN/CLARK
 HZ1609  COUNTRY     -  US
 HZ1609  USGS QUAD   -  OWEN (2019)
 HZ1609
 HZ1609                         *CURRENT SURVEY CONTROL
 HZ1609  ______________________________________________________________________
 HZ1609* NAD 83(1986) POSITION- 38 28 23.58   (N) 085 36 13.77   (W)   HD_HELD1
 HZ1609* NAVD 88 ORTHO HEIGHT -   192.929 (meters)      632.97  (feet) ADJUSTED
 HZ1609  ______________________________________________________________________
 HZ1609  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 HZ1609  DYNAMIC HEIGHT  -        192.800 (meters)      632.54  (feet) COMP
 HZ1609  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1609
 HZ1609  VERT ORDER      -  FIRST     CLASS II
 HZ1609
 HZ1609.The horizontal coordinates were determined by differentially corrected
 HZ1609.hand held GPS observations or other comparable positioning techniques
 HZ1609.and have an estimated accuracy of +/- 3 meters.
 HZ1609
 HZ1609.The orthometric height was determined by differential leveling and
 HZ1609.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1609.in June 1991.
 HZ1609
 HZ1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1609.GEOID18 height accuracy estimate available here.
 HZ1609
 HZ1609.Click photographs - Photos may exist for this station.
 HZ1609
 HZ1609.The dynamic height is computed by dividing the NAVD 88
 HZ1609.geopotential number by the normal gravity value computed on the
 HZ1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1609.degrees latitude (g = 980.6199 gals.).
 HZ1609
 HZ1609.The modeled gravity was interpolated from observed gravity values.
 HZ1609
 HZ1609;                    North         East    Units  Estimated Accuracy
 HZ1609;SPC IN E     -   358,021.7     105,483.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1609
 HZ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2179159244(NAD 83)
 HZ1609
 HZ1609                          SUPERSEDED SURVEY CONTROL
 HZ1609
 HZ1609  NGVD 29 (??/??/92)  193.088  (m)          633.49   (f) ADJ UNCH    1 2
 HZ1609
 HZ1609.Superseded values are not recommended for survey control.
 HZ1609
 HZ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1609.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1609
 HZ1609_MARKER: DR = REFERENCE MARK DISK
 HZ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1609_STAMPING: GRANT NO 4 1964
 HZ1609_MARK LOGO: CGS
 HZ1609_PROJECTION: FLUSH
 HZ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1609+STABILITY: SURFACE MOTION
 HZ1609
 HZ1609  HISTORY     - Date     Condition        Report By
 HZ1609  HISTORY     - 1964     MONUMENTED       CGS
 HZ1609  HISTORY     - 1965     GOOD             CGS
 HZ1609  HISTORY     - 20190915 GOOD             USPSQD
 HZ1609
 HZ1609                          STATION DESCRIPTION
 HZ1609
 HZ1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1609'3.9 MI NE FROM CHARLESTOWN.
 HZ1609'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1609'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, AT A JUNCTION OF THE
 HZ1609'HIGHWAY AND A GRAVELED ROAD LEADING SOUTHEAST, 52 FEET SOUTHEAST
 HZ1609'OF THE CENTER LINE OF THE HIGHWAY, 53.0 FEET NORTHEAST OF GRANT
 HZ1609'1947, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 HZ1609'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ1609
 HZ1609                          STATION RECOVERY (2019)
 HZ1609
 HZ1609'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2442 ***********************************************************************
 LB2442  DESIGNATION -  GRASS
 LB2442  PID         -  LB2442
 LB2442  STATE/COUNTY-  IN/FULTON
 LB2442  COUNTRY     -  US
 LB2442  USGS QUAD   -  GRASS CREEK (2019)
 LB2442
 LB2442                         *CURRENT SURVEY CONTROL
 LB2442  ______________________________________________________________________
 LB2442* NAD 83(1997) POSITION- 40 57 50.63114(N) 086 24 16.46052(W)   ADJUSTED
 LB2442* NAVD 88 ORTHO HEIGHT -   235.50  (+/-2cm)      772.6   (feet) VERTCON3
 LB2442  ______________________________________________________________________
 LB2442  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LB2442  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LB2442  HORZ ORDER      -  SECOND
 LB2442  VERT ORDER      -  THIRD ? (See Below)
 LB2442
 LB2442.The horizontal coordinates were established by classical geodetic methods
 LB2442.and adjusted by the National Geodetic Survey in May 1999.
 LB2442
 LB2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2442
 LB2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2442.GEOID18 height accuracy estimate available here.
 LB2442
 LB2442.The vertical order pertains to the NGVD 29 superseded value.
 LB2442
 LB2442.Click photographs - Photos may exist for this station.
 LB2442
 LB2442.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2442
 LB2442. The following values were computed from the NAD 83(1997) position.
 LB2442
 LB2442;                    North         East     Units Scale Factor Converg.
 LB2442;SPC IN E     -   634,829.767    37,884.286   MT  1.00001414   -0 29 01.6
 LB2442;SPC IN E     - 2,082,770.66    124,292.03   sFT  1.00001414   -0 29 01.6
 LB2442;UTM  16      - 4,534,938.541   550,103.692   MT  0.99963090   +0 23 25.3
 LB2442
 LB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2442!SPC IN E     -   0.99996835  x   1.00001414  =   0.99998249
 LB2442!UTM  16      -   0.99996835  x   0.99963090  =   0.99959926
 LB2442
 LB2442:                Primary Azimuth Mark                     Grid Az
 LB2442:SPC IN E     -  MORGAN                                   179 35 35.5
 LB2442:UTM  16      -  MORGAN                                   178 43 08.6
 LB2442
 LB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5010334938(NAD 83)
 LB2442
 LB2442|---------------------------------------------------------------------|
 LB2442| PID    Reference Object                     Distance      Geod. Az  |
 LB2442|                                                           dddmmss.s |
 LB2442| LB2446 MORGAN                              APPROX. 4.3 KM 1790633.9 |
 LB2442| CC9256 GRASS RM                             10.295 METERS 33030     |
 LB2442|---------------------------------------------------------------------|
 LB2442
 LB2442                          SUPERSEDED SURVEY CONTROL
 LB2442
 LB2442  NAD 83(1986)-  40 57 50.63654(N)    086 24 16.47005(W) AD(       ) 2
 LB2442  NAD 27      -  40 57 50.48700(N)    086 24 16.45490(W) AD(       ) 2
 LB2442  USSD        -  40 57 50.50700(N)    086 24 16.31700(W) AD(       ) 3
 LB2442  NGVD 29             235.62   (m)          773.0    (f) LEVELING    3  
 LB2442
 LB2442.Superseded values are not recommended for survey control.
 LB2442
 LB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2442.See file dsdata.pdf to determine how the superseded data were derived.
 LB2442
 LB2442_MARKER: DS = TRIANGULATION STATION DISK
 LB2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2442_STAMPING: GRASS 1920
 LB2442_MARK LOGO: CGS
 LB2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2442+STABILITY: SURFACE MOTION
 LB2442
 LB2442  HISTORY     - Date     Condition        Report By
 LB2442  HISTORY     - 1920     MONUMENTED       CGS
 LB2442
 LB2442                          STATION DESCRIPTION
 LB2442
 LB2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2442'ABOUT 1-1/4 MILES N OF GRASS CREEK, ON THE W SIDE OF THE TRACK,
 LB2442'50 YARDS NW OF MILEPOST T. H. 131, ON THE FIRST CURVE N OF GRASS
 LB2442'CREEK, 8.635 METERS (28.33 FEET) W OF THE W AND NEAREST RAIL.  THE
 LB2442'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 LB2442'CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2442'THE TRACK NEAR THE FENCE LINE, 10.295 METERS (33.78 FEET) FROM THE
 LB2442'STATION N 29 DEG 30 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2185 ***********************************************************************
 LB2185  DESIGNATION -  GRAVEL
 LB2185  PID         -  LB2185
 LB2185  STATE/COUNTY-  IN/BENTON
 LB2185  COUNTRY     -  US
 LB2185  USGS QUAD   -  EARL PARK (2019)
 LB2185
 LB2185                         *CURRENT SURVEY CONTROL
 LB2185  ______________________________________________________________________
 LB2185* NAD 83(1997) POSITION- 40 39 47.81226(N) 087 23 19.40786(W)   ADJUSTED
 LB2185* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 LB2185  ______________________________________________________________________
 LB2185  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 LB2185  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 LB2185  HORZ ORDER      -  THIRD
 LB2185
 LB2185.The horizontal coordinates were established by classical geodetic methods
 LB2185.and adjusted by the National Geodetic Survey in May 1999.
 LB2185
 LB2185.The orthometric height was scaled from a topographic map.
 LB2185
 LB2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2185.GEOID18 height accuracy estimate available here.
 LB2185
 LB2185.Click photographs - Photos may exist for this station.
 LB2185
 LB2185.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2185
 LB2185. The following values were computed from the NAD 83(1997) position.
 LB2185
 LB2185;                    North         East     Units Scale Factor Converg.
 LB2185;SPC IN W     -   601,211.442   874,176.393   MT  0.99997487   -0 11 56.4
 LB2185;SPC IN W     - 1,972,474.54  2,868,027.05   sFT  0.99997487   -0 11 56.4
 LB2185;UTM  16      - 4,501,451.805   467,141.836   MT  0.99961329   -0 15 11.9
 LB2185
 LB2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2185!SPC IN W     -   0.99996805  x   0.99997487  =   0.99994292
 LB2185!UTM  16      -   0.99996805  x   0.99961329  =   0.99958136
 LB2185
 LB2185:                Primary Azimuth Mark                     Grid Az
 LB2185:SPC IN W     -  GRAVEL AZ MK RESET                       253 59 50.4
 LB2185:UTM  16      -  GRAVEL AZ MK RESET                       254 03 05.9
 LB2185
 LB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6714101451(NAD 83)
 LB2185
 LB2185|---------------------------------------------------------------------|
 LB2185| PID    Reference Object                     Distance      Geod. Az  |
 LB2185|                                                           dddmmss.s |
 LB2185| CM3586 GRAVEL AZ MK                                       0945251.3 |
 LB2185| CM3588 GRAVEL RM 1                           8.010 METERS 15055     |
 LB2185| CM3587 GRAVEL AZ MK RESET                                 2534754.0 |
 LB2185| CM3589 GRAVEL RM 2                           6.882 METERS 29408     |
 LB2185| LB2181 EARL PK ST JOHN BAP CH SW DOME      APPROX. 2.9 KM 3175953.5 |
 LB2185| LB2184 EARL PK ST JOHN BAP CH NE DOME      APPROX. 2.9 KM 3181032.5 |
 LB2185|---------------------------------------------------------------------|
 LB2185
 LB2185                          SUPERSEDED SURVEY CONTROL
 LB2185
 LB2185  NAD 83(1986)-  40 39 47.81947(N)    087 23 19.41694(W) AD(       ) 3
 LB2185  NAD 27      -  40 39 47.68440(N)    087 23 19.31130(W) AD(       ) 3
 LB2185
 LB2185.Superseded values are not recommended for survey control.
 LB2185
 LB2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2185.See file dsdata.pdf to determine how the superseded data were derived.
 LB2185
 LB2185_MARKER: DS = TRIANGULATION STATION DISK
 LB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2185_STAMPING: GRAVEL 1955
 LB2185_MARK LOGO: CGS
 LB2185_PROJECTION: FLUSH
 LB2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2185+STABILITY: SURFACE MOTION
 LB2185
 LB2185  HISTORY     - Date     Condition        Report By
 LB2185  HISTORY     - 1955     MONUMENTED       CGS
 LB2185  HISTORY     - 1965     GOOD             CGS
 LB2185
 LB2185                          STATION DESCRIPTION
 LB2185
 LB2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2185'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FOWLER AND 4 MILES
 LB2185'SOUTHEAST OF EARL PARK ON THE WEST SIDE OF U. S. HIGHWAY 52, BETWEEN
 LB2185'THE HIGHWAY AND RAILROAD TRACK.  IT IS 37 FEET WEST OF THE CENTER
 LB2185'OF U. S. HIGHWAY 52, 33 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LB2185'TRACK, 9 FEET SOUTH OF A TELEPHONE POLE AND 5 FEET SOUTH OF A WHITE
 LB2185'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRAVEL
 LB2185'1955.
 LB2185'
 LB2185'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF TELEPHONE POLE, 30 FEET
 LB2185'SOUTH OF WHITE WITNESS POST AND 25 FEET EAST OF THE EAST RAIL OF
 LB2185'RAILROAD TRACK.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRAVEL
 LB2185'NO 1 1955.
 LB2185'
 LB2185'REFERENCE MARK NO. 2 IS 26 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LB2185'TRACK, 18 FEET NORTHWEST OF A WHITE WITNESS POST AND 14 FEET
 LB2185'NORTHWEST OF TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LB2185'STAMPED GRAVEL NO 2 1955.
 LB2185'
 LB2185'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF BLACKTOPPED ROAD,
 LB2185'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.
 LB2185'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GRAVEL
 LB2185'1955.
 LB2185'
 LB2185'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2185'HIGHWAY 18 IN THE NORTHWEST EDGE OF FOWLER, GO NORTHWEST ON U. S.
 LB2185'HIGHWAY 52 FOR 4.15 MILES TO JUNCTION WITH U. S. HIGHWAY 41,
 LB2185'CONTINUE NORTHWEST ON HIGHWAY FOR 0.4 MILE TO THE STATION ON THE
 LB2185'WEST SIDE AS DESCRIBED.
 LB2185'
 LB2185'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 52 AND
 LB2185'41 AS MENTIONED ABOVE, GO EAST ON BLACKTOPPED ROAD FOR 0.15 MILE TO
 LB2185'THE MARK ON THE NORTH SIDE AS DESCRIBED.
 LB2185'
 LB2185'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2185
 LB2185                          STATION RECOVERY (1965)
 LB2185
 LB2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LB2185'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LB2185'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 LB2185'WAY OF ROAD CONSTRUCTION AND THE MARK HAD TO BE DESTROYED (THE LINE
 LB2185'OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED).
 LB2185'
 LB2185'A NEW AZIMUTH MARK WAS SET.
 LB2185'
 LB2185'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LB2185'
 LB2185'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FOWLER AND 4 MILES
 LB2185'SOUTHEAST OF EARL PARK, ON THE WEST SIDE OF OLD U. S. HIGHWAY 52,
 LB2185'AND BETWEEN THE HIGHWAY AND RAILROAD TRACK.
 LB2185'
 LB2185'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2185'HIGHWAY 18 IN THE NORTHWEST EDGE OF FOWLER, GO NORTHWEST ON U. S.
 LB2185'HIGHWAY 52 FOR 4.15 MILES TO THE JUNCTION WITH U. S. HIGHWAY 41.
 LB2185'TURN LEFT AND GO NORTHWEST ON OLD U. S. HIGHWAY 52 FOR 0.4 MILE TO
 LB2185'THE STATION ON THE LEFT.
 LB2185'
 LB2185'STATION MARK, A STANDARD DISK STAMPED GRAVEL 1955, IS SET IN THE TOP
 LB2185'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LB2185'GROUND.  IT IS ABOUT 89 PACES SOUTHEAST OF RAILROAD LINE MILE
 LB2185'MARKER NO. 207, 37 FEET WEST OF THE CENTER OF OLD HIGHWAY 52, 33
 LB2185'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 9 FEET SOUTH OF A
 LB2185'TELEPHONE POLE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  (IT
 LB2185'APPEARS THE NEW HIGHWAY 52 WILL RUN ABOUT 1/4 MILE NORTHEAST OF
 LB2185'THE STATION.) THE UNDERGROUND DISK WAS NOT INSPECTED.
 LB2185'
 LB2185'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAVEL NO 1 1955, IS
 LB2185'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LB2185'SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF A TELEPHONE POLE,
 LB2185'AND 25 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK.
 LB2185'
 LB2185'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAVEL NO 2 1955, IS
 LB2185'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LB2185'SURFACE OF THE GROUND.  IT IS 26 FEET EAST OF THE EAST RAIL OF
 LB2185'RAILROAD TRACK, AND 14 FEET NORTHWEST OF A TELEPHONE POLE.
 LB2185'
 LB2185'AZIMUTH MARK, A STANDARD DISK STAMPED GRAVEL 1955 RESET 1965, IS SET
 LB2185'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LB2185'OF THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF A GRAVELED
 LB2185'ROAD, 3 FEET NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 2 FEET
 LB2185'SOUTH OF A METAL WITNESS POST, AND ABOUT 125 FEET EAST-NORTHEAST
 LB2185'OF A FARMHOUSE ON THE WEST SIDE OF THE ROAD.
 LB2185'
 LB2185'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON OLD
 LB2185'U. S. HIGHWAY 52 FOR 0.9 MILE TO A CROSSROAD.  TURN SHARP LEFT AND
 LB2185'GO SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2568 ***********************************************************************
 LB2568  DESIGNATION -  GRAY
 LB2568  PID         -  LB2568
 LB2568  STATE/COUNTY-  IN/MONTGOMERY
 LB2568  COUNTRY     -  US
 LB2568  USGS QUAD   -  KIRKPATRICK (2019)
 LB2568
 LB2568                         *CURRENT SURVEY CONTROL
 LB2568  ______________________________________________________________________
 LB2568* NAD 83(1997) POSITION- 40 11 19.73893(N) 086 47 49.34283(W)   ADJUSTED
 LB2568* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LB2568  ______________________________________________________________________
 LB2568  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 LB2568  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LB2568  HORZ ORDER      -  FIRST
 LB2568
 LB2568.The horizontal coordinates were established by classical geodetic methods
 LB2568.and adjusted by the National Geodetic Survey in May 1999.
 LB2568
 LB2568.The orthometric height was scaled from a topographic map.
 LB2568
 LB2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2568.GEOID18 height accuracy estimate available here.
 LB2568
 LB2568.Click photographs - Photos may exist for this station.
 LB2568
 LB2568.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2568
 LB2568. The following values were computed from the NAD 83(1997) position.
 LB2568
 LB2568;                    North         East     Units Scale Factor Converg.
 LB2568;SPC IN W     -   548,521.742   924,379.454   MT  0.99997398   +0 11 05.1
 LB2568;SPC IN W     - 1,799,608.42  3,032,734.93   sFT  0.99997398   +0 11 05.1
 LB2568;UTM  16      - 4,448,734.078   517,276.826   MT  0.99960367   +0 07 51.5
 LB2568
 LB2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2568!SPC IN W     -   0.99996653  x   0.99997398  =   0.99994051
 LB2568!UTM  16      -   0.99996653  x   0.99960367  =   0.99957021
 LB2568
 LB2568:                Primary Azimuth Mark                     Grid Az
 LB2568:SPC IN W     -  GRAY AZ MK                               003 03 44.1
 LB2568:UTM  16      -  GRAY AZ MK                               003 06 57.7
 LB2568
 LB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1727648734(NAD 83)
 LB2568
 LB2568|---------------------------------------------------------------------|
 LB2568| PID    Reference Object                     Distance      Geod. Az  |
 LB2568|                                                           dddmmss.s |
 LB2568| CC9258 GRAY AZ MK                                         0031449.2 |
 LB2568| CC9259 GRAY RM 1                            28.964 METERS 00838     |
 LB2568| LB2566 COLFAX MUNICIPAL TANK               APPROX.11.2 KM 0870949.7 |
 LB2568| CC9260 GRAY RM 2                            37.773 METERS 11906     |
 LB2568| CC9261 GRAY RM 3                            27.817 METERS 15905     |
 LB2568| LB2573 CRAWFORDSVILLE WIRE CONC STK        APPROX.18.5 KM 2041206.4 |
 LB2568| LB2572 CRAWFORDSVILLE WIRE BRICK STK       APPROX.18.5 KM 2041715.6 |
 LB2568| LB2574 CRAWFORDSVILLE MID ST WIRE TK       APPROX.18.5 KM 2042213.0 |
 LB2568| LB2576 CRAWFORDSVILLE SPIRE                APPROX.18.8 KM 2081724.6 |
 LB2568| LB2571 CRAWFORDSVILLE MONT CO CTHSE        APPROX.18.6 KM 2083441.1 |
 LB2568|---------------------------------------------------------------------|
 LB2568
 LB2568                          SUPERSEDED SURVEY CONTROL
 LB2568
 LB2568  NAD 83(1986)-  40 11 19.74567(N)    086 47 49.35539(W) AD(       ) 1
 LB2568  NAD 27      -  40 11 19.60900(N)    086 47 49.33190(W) AD(       ) 1
 LB2568
 LB2568.Superseded values are not recommended for survey control.
 LB2568
 LB2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2568.See file dsdata.pdf to determine how the superseded data were derived.
 LB2568
 LB2568_MARKER: DS = TRIANGULATION STATION DISK
 LB2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2568_STAMPING: GRAY 1934
 LB2568_MARK LOGO: CGS
 LB2568_PROJECTION: RECESSED 30 CENTIMETERS
 LB2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2568+STABILITY: SURFACE MOTION
 LB2568
 LB2568  HISTORY     - Date     Condition        Report By
 LB2568  HISTORY     - 1934     MONUMENTED       CGS
 LB2568  HISTORY     - 1935     GOOD             CGS
 LB2568  HISTORY     - 1939     GOOD             CGS
 LB2568  HISTORY     - 1948     GOOD             CGS
 LB2568  HISTORY     - 1959     GOOD             CGS
 LB2568
 LB2568                          STATION DESCRIPTION
 LB2568
 LB2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2568'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LB2568'
 LB2568'THIS STATION IS ABOUT 7 MILES S AND 1.4 MILES W OF STOCKWELL.  ON THE
 LB2568'N SLOPE OF A SMALL HILL OWNED BY GRANT GRAY (SMALL CEMETERY ON THE
 LB2568'SUMMIT OF THE HILL).  THE MARK IS 26 FEET W OF THE CENTER LINE OF A
 LB2568'GRAVEL ROAD.  28 FEET N OF THE N FENCE OF THE CEMETERY.  37 FEET E
 LB2568'OF THE EDGE OF AN OLD GRAVEL PIT NOW USED AS A DUMP.  AND IS SET 12
 LB2568'INCHES UNDERGROUND.
 LB2568'
 LB2568'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LB2568'BRONZE DISKS SET IN CONCRETE.
 LB2568'
 LB2568'REFERENCE MARK NO. 1 IS N OF THE STATION IN THE W RIGHT-OF-WAY FENCE
 LB2568'OF THE ROAD.  180.30 FEET NW OF REFERENCE MARK NO. 2.  AND PROJECTS
 LB2568'8 INCHES.  REFERENCE MARK NO. 2 IS ESE OF THE STATION.  IN AN EW
 LB2568'FENCE, 85 FEET E OF THE CENTER LINE OF THE ROAD.  AND PROJECTS 4
 LB2568'INCHES.
 LB2568'
 LB2568'THE AZIMUTH MARK IS N OF THE STATION.  IN THE W RIGHT-OF-WAY FENCE OF
 LB2568'THE ROAD.  BESIDE A TELEPHONE POLE.  AND PROJECTS 10 INCHES.
 LB2568'
 LB2568'TO REACH FROM STOCKWELL.  GO S 6 MILES, W 1.3 MILES ON CROSS ROAD.  S
 LB2568'ON CROSS ROAD 0.1 MILE, JOG W 0.1 MILE, AND CONTINUE S 0.6 MILE TO
 LB2568'THE STATION.
 LB2568
 LB2568                          STATION RECOVERY (1935)
 LB2568
 LB2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB2568'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 LB2568'
 LB2568'IN ADDITION--
 LB2568'
 LB2568'R. M. NO. 1 IS 95.07 FEET BEARING 6 DEG MAGNETIC.
 LB2568'R. M. NO. 2 IS 123.73 FEET BEARING 117 DEG MAGNETIC.
 LB2568'
 LB2568'TO REACH FROM LINDEN, GO E ON GRAVEL ROAD, WHICH IS 0.5 MILE S OF
 LB2568'CENTER OF TOWN, FOR 5.75 MILES TO T-INTERSECTION.  HERE TURN N AND
 LB2568'GO 0.15 MILE TO STATION ON W SIDE OF ROAD AT SMALL CEMETERY.
 LB2568
 LB2568                          STATION RECOVERY (1939)
 LB2568
 LB2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2568'THE MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LB2568'IS ACCURATE AND COMPLETE.  THE DISTANCES TO REFERENCE MARKS CHECKED
 LB2568'SLOPE MEASUREMENTS.
 LB2568
 LB2568                          STATION RECOVERY (1948)
 LB2568
 LB2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2568'RECOVERED AS DESCRIBED.
 LB2568'
 LB2568'LOCALITY--7 MILES SW OF STOCKWELL.
 LB2568
 LB2568                          STATION RECOVERY (1959)
 LB2568
 LB2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2568'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED AS
 LB2568'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LB2568'WAS RECOVERED AS DESCRIBED BUT FOUND TO BE LOOSE.  THE DISTANCE TO
 LB2568'THE REFERENCE MARKS AND THE DIRECTION TO REFERENCE MARK NO. 1 DID
 LB2568'NOT CHECK, A SECOND SET OF OBSERVATIONS WAS TAKEN AND THE
 LB2568'RESULTS MEANED.  THE DIRECTION TO REFERENCE MARK NO. 2
 LB2568'CHECKED WITH 1939 OBSERVATION.  REFERENCE MARK NO. 2 WAS
 LB2568'DESTROYED AND REFERENCE MARK NO. 3 ESTABLISHED.
 LB2568'
 LB2568'A WITNESS POST WAS SET 8.2 FEET EAST OF STATION MARK.
 LB2568'
 LB2568'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GRAY 1934
 LB2568'AZIMUTH, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS NOW FLUSH
 LB2568'WITH THE GROUND.  THE TELEPHONE POLE HAD BEEN REMOVED, SO A WITNESS
 LB2568'POST WAS SET.  THE MARK IS 1 FOOT WEST OF WITNESS POST AND FENCE.
 LB2568'
 LB2568'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE MARK DISK STAMPED GRAY
 LB2568'NO. 3 1934, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 LB2568'FLUSH WITH THE GROUND.  THE MARK IS 26 FEET SOUTH OF DIVIDING FIELD
 LB2568'FENCE, 11 FEET EAST OF THE CENTER OF ROAD AND 6 INCHES WEST OF
 LB2568'RIGHT-OF-WAY FENCE.
 LB2568'
 LB2568'THE 1934 TO REACH IS CORRECT, WITH THE EXCEPTION MILEAGE GOING SOUTH
 LB2568'ON CROSSROAD FOR 0.1 MILE, SHOULD BE CHANGED TO 0.2 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1199 ***********************************************************************
 JZ1199  DESIGNATION -  GRAY GABLES
 JZ1199  PID         -  JZ1199
 JZ1199  STATE/COUNTY-  IN/WAYNE
 JZ1199  COUNTRY     -  US
 JZ1199  USGS QUAD   -  RICHMOND (2019)
 JZ1199
 JZ1199                         *CURRENT SURVEY CONTROL
 JZ1199  ______________________________________________________________________
 JZ1199* NAD 83(1986) POSITION- 39 49 14.     (N) 084 57 48.     (W)   SCALED
 JZ1199* NAVD 88 ORTHO HEIGHT -   323.62  (meters)     1061.7   (feet) RESET
 JZ1199  ______________________________________________________________________
 JZ1199  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 JZ1199  VERT ORDER      -  THIRD
 JZ1199
 JZ1199.The horizontal coordinates were scaled from a map and have
 JZ1199.an estimated accuracy of +/- 6 seconds.
 JZ1199
 JZ1199.The orthometric height was computed from unverified reset data.
 JZ1199
 JZ1199.No vertical observational check was made to the station.
 JZ1199
 JZ1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1199.GEOID18 height accuracy estimate available here.
 JZ1199
 JZ1199.Click photographs - Photos may exist for this station.
 JZ1199
 JZ1199;                    North         East    Units  Estimated Accuracy
 JZ1199;SPC IN E     -   507,830.      160,220.      MT  (+/- 180 meters Scaled)
 JZ1199
 JZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK743098(NAD 83)
 JZ1199
 JZ1199                          SUPERSEDED SURVEY CONTROL
 JZ1199
 JZ1199  NGVD 29 (??/??/??)  323.77   (m)         1062.2    (f) RESET       3  
 JZ1199
 JZ1199.Superseded values are not recommended for survey control.
 JZ1199
 JZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1199.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1199
 JZ1199_MARKER: DD = SURVEY DISK
 JZ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1199_STAMPING: 1062.23
 JZ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1199+STABILITY: SURFACE MOTION
 JZ1199
 JZ1199  HISTORY     - Date     Condition        Report By
 JZ1199  HISTORY     - UNK      MONUMENTED       LOCSUR
 JZ1199  HISTORY     - 1953     GOOD             CGS
 JZ1199
 JZ1199                          STATION DESCRIPTION
 JZ1199
 JZ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JZ1199'1 MI E FROM CENTERVILLE.
 JZ1199'1 MILE EAST ALONG U.S. HIGHWAY 40 FROM CENTERVILLE, WAYNE
 JZ1199'COUNTY, 1,500 FEET WEST OF THE EAST LINE OF SECTION 21, T 16 N,
 JZ1199'R 14 E, AT THE DWELLING KNOWN AS GRAY GABLES, NORTH OF THE
 JZ1199'HIGHWAY, AND 10 FEET WEST OF THE NORTHWEST CORNER OF THE
 JZ1199'DWELLING.  A BRONZE DISK, INSCRIBED GRAY GABLES SURVEY BENCH MARK
 JZ1199'1953 ELEVATION ABOVE SEA 1062.23 FEET CARLTON AND SET IN THE
 JZ1199'TOP OF A CONCRETE POST PROJECTING ABOUT 4 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2219 ***********************************************************************
 LB2219  DESIGNATION -  GREEN
 LB2219  PID         -  LB2219
 LB2219  STATE/COUNTY-  IN/WARREN
 LB2219  COUNTRY     -  US
 LB2219  USGS QUAD   -  CHATTERTON (2019)
 LB2219
 LB2219                         *CURRENT SURVEY CONTROL
 LB2219  ______________________________________________________________________
 LB2219* NAD 83(1997) POSITION- 40 22 47.83511(N) 087 08 56.89957(W)   ADJUSTED
 LB2219* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2219  ______________________________________________________________________
 LB2219  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB2219  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 LB2219  HORZ ORDER      -  SECOND
 LB2219
 LB2219.The horizontal coordinates were established by classical geodetic methods
 LB2219.and adjusted by the National Geodetic Survey in May 1999.
 LB2219
 LB2219.The orthometric height was scaled from a topographic map.
 LB2219
 LB2219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2219.GEOID18 height accuracy estimate available here.
 LB2219
 LB2219.Click photographs - Photos may exist for this station.
 LB2219
 LB2219.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2219
 LB2219. The following values were computed from the NAD 83(1997) position.
 LB2219
 LB2219;                    North         East     Units Scale Factor Converg.
 LB2219;SPC IN W     -   569,707.772   894,412.076   MT  0.99996705   -0 02 33.5
 LB2219;SPC IN W     - 1,869,116.25  2,934,416.95   sFT  0.99996705   -0 02 33.5
 LB2219;UTM  16      - 4,469,940.480   487,340.397   MT  0.99960197   -0 05 47.8
 LB2219
 LB2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2219!SPC IN W     -   0.99997059  x   0.99996705  =   0.99993764
 LB2219!UTM  16      -   0.99997059  x   0.99960197  =   0.99957257
 LB2219
 LB2219:                Primary Azimuth Mark                     Grid Az
 LB2219:SPC IN W     -  GREEN AZ MK                              072 07 33.0
 LB2219:UTM  16      -  GREEN AZ MK                              072 10 47.3
 LB2219
 LB2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8734069940(NAD 83)
 LB2219
 LB2219|---------------------------------------------------------------------|
 LB2219| PID    Reference Object                     Distance      Geod. Az  |
 LB2219|                                                           dddmmss.s |
 LB2219| CM3591 GREEN RM 1                           24.207 METERS 06923     |
 LB2219| CM3590 GREEN AZ MK                                        0720459.5 |
 LB2219| CM3592 GREEN RM 2                           25.944 METERS 15215     |
 LB2219|---------------------------------------------------------------------|
 LB2219
 LB2219                          SUPERSEDED SURVEY CONTROL
 LB2219
 LB2219  NAD 83(1986)-  40 22 47.84310(N)    087 08 56.91070(W) AD(       ) 2
 LB2219  NAD 27      -  40 22 47.70750(N)    087 08 56.86970(W) AD(       ) 2
 LB2219
 LB2219.Superseded values are not recommended for survey control.
 LB2219
 LB2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2219.See file dsdata.pdf to determine how the superseded data were derived.
 LB2219
 LB2219_MARKER: DS = TRIANGULATION STATION DISK
 LB2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2219_STAMPING: GREEN 1948
 LB2219_MARK LOGO: CGS
 LB2219_PROJECTION: FLUSH
 LB2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2219+STABILITY: SURFACE MOTION
 LB2219
 LB2219  HISTORY     - Date     Condition        Report By
 LB2219  HISTORY     - 1948     MONUMENTED       CGS
 LB2219
 LB2219                          STATION DESCRIPTION
 LB2219
 LB2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2219'STATION IS LOCATED ABOUT 16 MILES EAST OF LA FAYETTE AND 8 MILES
 LB2219'SOUTHEAST OF PINE VILLAGE.  IT IS 80 FEET SOUTHWEST OF A WHITE
 LB2219'WITNESS POST, 55 FEET WEST OF CENTER OF A GRAVEL ROAD AND 27 FEET
 LB2219'NORTHWEST OF A 24 INCH MAPLE TREE WITH A TRIANGLE BLAZE ON THE
 LB2219'EAST SIDE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2219'STAMPED GREEN 1948.
 LB2219'
 LB2219'REFERENCE MARK NO. 1 IS 79.42 FEET NORTHEAST OF THE STATION.  IT IS
 LB2219'13 FEET EAST OF CENTER OF GRAVEL ROAD, 2 FEET NORTH OF A WHITE
 LB2219'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2219'6 INCHES AND THE DISK IS STAMPED GREEN NO 1 1948.
 LB2219'
 LB2219'REFERENCE MARK NO. 2 IS 85.12 FEET SOUTHEAST OF STATION.  IT IS 21
 LB2219'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET WEST OF A FENCE.
 LB2219'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GREEN NO 2
 LB2219'1948.
 LB2219'
 LB2219'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHEAST OF THE STATION.  IT
 LB2219'IS 19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF
 LB2219'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LB2219'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GREEN 1948.
 LB2219'
 LB2219'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 26 IN
 LB2219'PINE VILLAGE, GO SOUTH ON PAVED ROAD FOR 4.2 MILES TO A FORK IN
 LB2219'ROAD, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 4.3 MILES TO A CROSS
 LB2219'GRAVEL ROAD, TURN RIGHT AND GO SOUTH FOR 1.35 MILES TO STATION ON
 LB2219'RIGHT OR WEST OF ROAD AS DESCRIBED.
 LB2219'
 LB2219'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH FOR ABOUT 0.1 MILE
 LB2219'TO A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.25 MILE TO AZIMUTH
 LB2219'MARK ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 LB2219'
 LB2219'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3355 ***********************************************************************
 JZ3355  DESIGNATION -  GREEN
 JZ3355  PID         -  JZ3355
 JZ3355  STATE/COUNTY-  IN/JENNINGS
 JZ3355  COUNTRY     -  US
 JZ3355  USGS QUAD   -  BUTLERVILLE (2019)
 JZ3355
 JZ3355                         *CURRENT SURVEY CONTROL
 JZ3355  ______________________________________________________________________
 JZ3355* NAD 83(1997) POSITION- 39 06 09.80703(N) 085 30 10.18433(W)   ADJUSTED
 JZ3355* NAVD 88 ORTHO HEIGHT -   251.9   (meters)      826.    (feet) VERTCON3
 JZ3355  ______________________________________________________________________
 JZ3355  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ3355  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 JZ3355  HORZ ORDER      -  FIRST
 JZ3355
 JZ3355.The horizontal coordinates were established by classical geodetic methods
 JZ3355.and adjusted by the National Geodetic Survey in May 1999.
 JZ3355
 JZ3355.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3355
 JZ3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3355.GEOID18 height accuracy estimate available here.
 JZ3355
 JZ3355.Click photographs - Photos may exist for this station.
 JZ3355
 JZ3355.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3355
 JZ3355. The following values were computed from the NAD 83(1997) position.
 JZ3355
 JZ3355;                    North         East     Units Scale Factor Converg.
 JZ3355;SPC IN E     -   427,912.766   114,171.656   MT  0.99996914   +0 06 12.0
 JZ3355;SPC IN E     - 1,403,910.47    374,578.17   sFT  0.99996914   +0 06 12.0
 JZ3355;UTM  16      - 4,329,243.022   629,458.043   MT  0.99980636   +0 56 39.9
 JZ3355
 JZ3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3355!SPC IN E     -   0.99996584  x   0.99996914  =   0.99993498
 JZ3355!UTM  16      -   0.99996584  x   0.99980636  =   0.99977221
 JZ3355
 JZ3355:                Primary Azimuth Mark                     Grid Az
 JZ3355:SPC IN E     -  GREEN AZ MK                              019 34 32.7
 JZ3355:UTM  16      -  GREEN AZ MK                              018 44 04.8
 JZ3355
 JZ3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2945829243(NAD 83)
 JZ3355
 JZ3355|---------------------------------------------------------------------|
 JZ3355| PID    Reference Object                     Distance      Geod. Az  |
 JZ3355|                                                           dddmmss.s |
 JZ3355| CC9262 GREEN AZ MK                                        0194044.7 |
 JZ3355| CC9263 GREEN RM 1                           37.448 METERS 06617     |
 JZ3355| JZ3357 MUSCATATUCK ST HOSP SCH TANK        APPROX. 6.0 KM 2013040.4 |
 JZ3355| JZ3356 N VERNON ID CORP MW KSO             APPROX.15.1 KM 2240238.5 |
 JZ3355| CC9264 GREEN RM 2                           26.555 METERS 29458     |
 JZ3355|---------------------------------------------------------------------|
 JZ3355
 JZ3355                          SUPERSEDED SURVEY CONTROL
 JZ3355
 JZ3355  NAD 83(1995)-  39 06 09.80614(N)    085 30 10.17649(W) AD(       ) 1
 JZ3355  NAD 83(1993)-  39 06 09.80689(N)    085 30 10.17843(W) AD(       ) 1
 JZ3355  NAD 83(1986)-  39 06 09.80698(N)    085 30 10.18119(W) AD(       ) 1
 JZ3355  NAD 27      -  39 06 09.62100(N)    085 30 10.30300(W) AD(       ) 1
 JZ3355  USSD        -  39 06 09.77900(N)    085 30 10.13400(W) AD(       ) 3
 JZ3355  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 JZ3355
 JZ3355.Superseded values are not recommended for survey control.
 JZ3355
 JZ3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3355.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3355
 JZ3355_MARKER: DS = TRIANGULATION STATION DISK
 JZ3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3355_STAMPING: GREEN 1890 1939
 JZ3355_MARK LOGO: CGS
 JZ3355_PROJECTION: RECESSED 25 CENTIMETERS
 JZ3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3355+STABILITY: SURFACE MOTION
 JZ3355
 JZ3355  HISTORY     - Date     Condition        Report By
 JZ3355  HISTORY     - 1890     MONUMENTED       CGS
 JZ3355  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JZ3355  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JZ3355  HISTORY     - 1939     SEE DESCRIPTION  CGS
 JZ3355  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JZ3355
 JZ3355                          STATION DESCRIPTION
 JZ3355
 JZ3355'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (GAF)
 JZ3355'ABOUT 5 MILES NORTH OF THE TOWN OF BUTLERVILLE AND 2 MILES SOUTHWEST
 JZ3355'OF THE TOWN OF ZENAS, IN COLUMBIA TOWNSHIP, NEAR THE NORTHEAST
 JZ3355'CORNER OF SEC. 34, T. 8 N., R. 9 E., 282.6 METERS WEST AND 18.6
 JZ3355'METERS SOUTH OF THE STONE MARKING THE NORTHEAST CORNER OF THE
 JZ3355'SECTION, ON LAND BELONGING TO SAMUEL RUSH. STATION IS MARKED BY A
 JZ3355'NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE 6
 JZ3355'INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE AND FLUSH
 JZ3355'WITH THE GROUND. THE UNDERGROUND MARK IS AN EARTHERNWARE
 JZ3355'PYRAMID SET ABOUT 2-1/2 OR 3 FEET BELOW THE SURFACE. THE 3 REFERENCE
 JZ3355'MARKS ARE IN THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD ALONG
 JZ3355'THE NORTH SIDE OF THE SECTION AND ARE AT FOLLOWING DISTANCES
 JZ3355'AND BEARINGS FROM THE STATION, 21.13 METERS N 49 DEG W. 13.08 METERS
 JZ3355'N 0 DEG 30 MIN E. AND 20.42 METERS N 53 DEG 25 MIN E.
 JZ3355
 JZ3355                          STATION RECOVERY (1935)
 JZ3355
 JZ3355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ3355'REFERENCE MARKS COULD NOT BE FOUND. THE CORNER STONE AT THE NORTHEAST
 JZ3355'CORNER OF SEC. 34 T. 8 N., R. 9 E., IS DESTROYED. THE
 JZ3355'STATION IS ON LAND LOCALLY KNOWN AS THE SAMUEL RUSH FARM (BUT NOW OF
 JZ3355'DOUBTFUL OWNERSHIP), IN CULTIVATED LAND NOW FALLOW. TOP
 JZ3355'OF THE GROUND MARK HAS BEEN BROKEN OFF. STRONGLY RECOMMEND REMARKING
 JZ3355'THIS STATION.
 JZ3355'
 JZ3355'TO REACH FROM U.S. HIGHWAY 50 IN BUTLERVILLE GO VIA A STONE PIKE
 JZ3355'THROUGH THE STATE FARM FOR THE FEEBLE MINDED, TURN NORTH AT THE
 JZ3355'FIRST T-ROAD, EAST AT THE SECOND T-INTERSECTION AND EAST AT A CROSS
 JZ3355'ROAD 6.1 MILES FROM THE HIGHWAY, THEN CONTINUE EAST FOR 0.85
 JZ3355'MILE TO A POINT AT THE TIO OF A HILL ABOUT 0.2 MILE EAST OF THE FRED
 JZ3355'PRICE FARMHOUSE. THE STATION IS 932.0 FEET WEST OF THE CENTER OF
 JZ3355'THE CROSSROADS AT THE NORTHEAST CORNER OF SEC. 34, T. 8 N., R. 9 E.,
 JZ3355'AND 64.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 JZ3355'
 JZ3355'THREE REFEREBCE MARKS WERE SET, CONSISTING OF PIECES OF IRON PIPE
 JZ3355'ABOUT 2-1/2 FEET LONG DRIVEN IN THE GROUND, THEY PROJECT ABOUT
 JZ3355'3 INCHES ABOVE GROUND. NO.1 IS ON NORTH SIDE OF ROAD OPPOSITE A CLUMP
 JZ3355'OF SMALL TREES, 135.6 FEET N.  52 DEG. 0 MIN. E. NO.2 IS ON
 JZ3355'NORTH SIDE OF ROAD, ABOUT 1 FOOT NORTH OF THE FENCE AND ABOUT 2 FEET
 JZ3355'WEST OF AN INTERSECTING FENCE LINE, 85.0 FEET N. 18 DEG.
 JZ3355'20 MIN. W. NO 3 IS 105.4 FEET S. 86 DEG W., IN A DRAW NEAR A DOUBLE-
 JZ3355'BODIED SCRUB HICKORY SAPLING. PIPE NO. 1 AND PIPE NO. 2 ARE 133
 JZ3355'FEET APART.
 JZ3355
 JZ3355                          STATION RECOVERY (1935)
 JZ3355
 JZ3355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ3355'THE GENERAL DESCRIPTION OF THE STATION BY MR. FAIRFIELD IS GOOD. THE
 JZ3355'SURFACE MARK, A 6-INCH SEWER TILE FILLED WITH CONCRETE, AS
 JZ3355'DESCRIBED BY MR. FAIRFIELD, WAS FOUND WITH ABOUT 8 INCHES OF THE TOP
 JZ3355'BROKEN OFF. THE TILE WAS RESET WITH THE ORIGINAL BOTTOM END, OR
 JZ3355'BELL END, UP, AND A SMALL CROSS CUT IN THE CONCRETE MARKING THE
 JZ3355'CENTER WAS PLUMBED OVER THE UNDERGROUND MARK. THE TOP OF THE
 JZ3355'TILE IS 10 INCHES UNDERGROUND.
 JZ3355'
 JZ3355'THE UNDERGROUND MARK, AN EARTHENWARE PYRAMID WAS FOUND IN GOOD
 JZ3355'CONDITION, 28 INCHES UNDERGROUND. THREE IRON PIPES 1-1/2 INCHES
 JZ3355'BY 2-1/2 FEET LONG, DRIVEN IN THE GROUND AND PROJECTING 3 INCHES WERE
 JZ3355'SET AS REFERENCE MARKS BY HOOVER IN 1935. NO.1, ON NORTH SIDE OF
 JZ3355'THE ROAD OPPOSITE A CLUMP OF SMALL TREES, IS 135.6 FEET N. 52 DEG.
 JZ3355'E. NO.2, ON NORTH SIDE OF THE ROAD, 1 FOOT NORTH OF ROAD FENCE AND
 JZ3355'2 FEET WEST OF INTERSECTING RAIL FENCE, IS 85.0 FEET N. 18 DEG. W.,
 JZ3355'AND NO.3 IS 105.4 FEET S. 86 DEG. W. IN A DRAW NEAR A SMALL
 JZ3355'DOUBLE-BODIED SCRUB HICKORY.
 JZ3355'
 JZ3355'THE STATION IS ABOUT 125 PACES WEST OF A MAIL BOX ON NORTH SIDE OF
 JZ3355'THE ROAD, WHICH IS DIRECTLY OPPOSITE A PRIVATE FARM ROAD
 JZ3355'LEADING SOUTH, 19.6 METERS SOUTH OF THE CENTER LINE OF EAST-AND-WEST
 JZ3355'ROAD AND 20 FEET EAST OF HEAD OF A WASH, IN AN OLD IDLE FIELD
 JZ3355'OF WEEDS AND BRIERS WHICH HAS NOT BEEN CULTIVATED DURING THE PAST
 JZ3355'SEVERAL YEARS. THE LAND FARM ROAD LEADING SOUTH, 19.6 METERS
 JZ3355'SOUTH OF THE CENTER LINE OF EAST-AND-WEST ROAD AND 20 FEET EAST OF
 JZ3355'HEAD OF A THE STATION IS ABOUT 125 PACES WEST OF A MAIL BOX ON
 JZ3355'NORTH SIDE OF THE ROAD, WHICH IS DIRECTLY OPPOSITE A PRIVATE
 JZ3355'FARM ROAD LEADING SOUTH, 19.6 METERS SOUTH OF THE CENTER LINE OF
 JZ3355'EAST-AND-WEST ROAD AND 20 FEET EAST OF HEAD OF A VICINITY HAS
 JZ3355'CHARGE OF IT.
 JZ3355'
 JZ3355'TO REACH FROM GREENSBURG COURTHOUSE, GO SOUTHEAST ON STATE HIGHWAY 29
 JZ3355'FOR ABOUT 0.9 MILE TO MACADAM ROAD FORKING TO RIGHT, THERE BEAR
 JZ3355'RIGHT ON MACADAM ROAD AND GO SOUTH 10.1 MILES TO A CROSS ROAD, A
 JZ3355'DIRT ROAD SOUTH AND EAST, A ROCK ROAD WEST.  TURN WEST AND GO
 JZ3355'2.0 MILES TO CROSS ROAD, TURN SOUTH, GO 6.0 MILES TO CROSS ROAD, HERE
 JZ3355'TURN WEST AND CONTINUE 0.2 MILE TO THE STATION.
 JZ3355
 JZ3355                          STATION RECOVERY (1939)
 JZ3355
 JZ3355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3355'STATION WAS RECOVERED AS DESCRIBED BY J.S.B. IN 1935. THE SURFACE
 JZ3355'MARK, A CONCRETE-FILLED TILE, AND THE SUB-SURFACE MARK, A TILE
 JZ3355'PYRAMID, WERE REMOVED. SURFACE AND SUB-SURFACE MARKS WERE
 JZ3355'CAREFULLY PLUMBED INTO PLACE.  TWO PIPE REFERENCE MARKS,
 JZ3355'NO.2 AND NO.3 SET BY R.P.H. IN 1935 WERE RECOVERED AND THE DISTANCES
 JZ3355'CHECKED. PIPE NO.1 WAS NOT RECOVERED. COMPLETE NEW DESCRIPTION
 JZ3355'FOLLOWS-
 JZ3355'
 JZ3355'ABOUT 5 MILES NORTH OF BUTLERVILLE, 4 MILES NORTHWEST OF NEBRASKA IN
 JZ3355'COLUMBIA TOWNSHIP, NEAR THE NORTHEAST CORNER OF SEC. 34, T. 8 N.,
 JZ3355'R. 9 E., IN AN UNCULTIVATED FIELD OWNED BY GRANT HAWKINS, WHO LIVES
 JZ3355'IN THE NORTHERN PART OF INDIANA.  THE FARM IS KNOWN
 JZ3355'LOCALLY AS THE SAMUEL RUSH FARM.  STATION IS 64 FEET SOUTH OF THE
 JZ3355'CENTER LINE OF GRAVEL ROAD, 315 YARDS WEST OF CROSS ROAD, WHICH
 JZ3355'IS THE NORTHEAST CORNER OF SECTION 34, AND 20 FEET EAST OF THE HEAD
 JZ3355'OF A DRAW.  SURFACE MARK IS 10 INCHES UNDERGROUND, STAMPED
 JZ3355'GREEN, 1890, 1939.
 JZ3355'
 JZ3355'TO REACH FROM GREENSBURG COURTHOUSE, GO SOUTHEAST FOR 1.0 MILE ON
 JZ3355'STATE HIGHWAY 29 TO A BLACK-TOP ROAD RIGHT, TURN RIGHT AND GO
 JZ3355'SOUTH FOR 9.7 MILES TO A CROSS ROAD, A DIRT ROAD SOUTH AND GRAVEL
 JZ3355'ROAD EAST, NORTH AND WEST.  TURN RIGHT WEST AND GO 2.0 MILES
 JZ3355'TO A CROSS ROAD, TURN LEFT AND GO SOUTH FOR 5.6 MILES TO A T-ROAD
 JZ3355'LEFT, AND AZIMUTH MARK IN NORTHEAST CORNER OF INTERSECTION,
 JZ3355'CONTINUE SOUTH FOR 0.5 MILE TO A CROSS ROAD.  TURN RIGHT AND GO WEST
 JZ3355'FOR 0.2 MILE TO STATION ON LEFT, IN FIELD.
 JZ3355'
 JZ3355'PIPE NO. 2 SET IN 1935, IS NORTH-NORTHWEST OF STATION, ON THE NORTH
 JZ3355'SIDE OF ROAD, ABOUT 1 FOOT NORTH OF WIRE FENCE, AND 3 FEET WEST
 JZ3355'OF SOUTH END OF OLD RAIL FENCE. IT IS 1.5 INCHES IN DIAMETER AND
 JZ3355'PROJECTS 3 INCHES ABOVE GROUND.
 JZ3355'
 JZ3355'PIPE NO. 3 SET IN 1935, IS WEST OF STATION, IN A DRAW, 1 FOOT EAST OF
 JZ3355'A DOUBLE-TRUNK SCRUB HICKORY. IT IS .75 INCH IN DIAMETER AND
 JZ3355'PROJECTS 3 INCHES ABOVE GROUND.
 JZ3355'
 JZ3355'TWO NEW REFERENCE MARKS WERE SET.
 JZ3355'
 JZ3355'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, ON NORTH EDGE OF
 JZ3355'FIELD, 13 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, IN
 JZ3355'A BUNCH OF SMALL TREES, STAMPED GREEN NO. 1, 1939 AND PROJECTS 7
 JZ3355'INCHES ABOVE GROUND.
 JZ3355'
 JZ3355'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, IN THE FIELD, 19
 JZ3355'FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, STAMPED GREEN
 JZ3355'NO. 2, 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3355'
 JZ3355'AN AZIMUTH MARK WAS SET BY THIS PARTY. IT IS NORTH BY WEST
 JZ3355'OF THE STATION, AT THE NORTHEAST CORNER OF A T-ROAD
 JZ3355'INTERSECTION, 17 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ3355'17 FEET EAST OF THE NORTH-SOUTH ROAD, AND 3 FEET EAST OF FENCE
 JZ3355'CORNER, STAMPED GREEN, 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3355'DISTANCES AND DIRECTIONS TAKEN IN 1939.
 JZ3355
 JZ3355                          STATION RECOVERY (1970)
 JZ3355
 JZ3355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3355'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED BUT BOTH APPEAR
 JZ3355'TO HAVE BEEN HIT BY FARM EQUIPMENT.  THE STATION MARK WAS LOWERED AT
 JZ3355'THE REQUEST OF THE PROPERTY OWNER AT THIS TIME.  REFERENCE MARKS
 JZ3355'1 AND 2 WERE RECOVERED AND APPEAR TO BE IN GOOD CONDITION, HOWEVER
 JZ3355'A DIFFERENCE OF 3.015 METERS IN THE DISTANCE TO REFERENCE MARK 2
 JZ3355'AND A DIFFERENCE OF 0.026 METERS IN THE DISTANCE TO REFERENCE
 JZ3355'MARK 1 WERE NOTED AND VERIFIED AT THIS TIME.  THE AZIMUTH MARK,
 JZ3355'(WHICH WAS FOUND LEANING) IS NO LONGER VISIABLE BECAUSE OF A POWER
 JZ3355'POLE AND THE OBSERVATIONS WERE MADE BY MEANS OF TANGENTS.
 JZ3355'THIS MARK WAS NOT SUITABLE FOR USE AS A CHECK ON THE
 JZ3355'DIRECTIONS TO THE REFERENCE MARKS AND THERE IS NO OTHER DATA
 JZ3355'AVAILABLE.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 JZ3355'FOLLOWS--
 JZ3355'
 JZ3355'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF WEST PORT,
 JZ3355'5 MILES NORTH OF BUTLERVILLE, 1-1/2 MILES SOUTH-SOUTHWEST OF ZENAS,
 JZ3355'NEAR THE NORTHEAST CORNER OF SECTION 34, T8N, R9E AND IN A
 JZ3355'CULTIVATED FIELD OWNED BY MR. OLIVER CAMPBELL OF ROUTE 2 WEST PORT.
 JZ3355'
 JZ3355'TO REACH THE STATION FROM THE POST OFFICE IN WEST PORT GO EAST ON
 JZ3355'MAIN STREET, (ROAD 1100 S) FOR 1.65 MILES TO AN OLD COVERED
 JZ3355'BRIDGE.  CONTINUE AHEAD EASTERLY ON ROAD 1100 S FOR 1.75 MILES TO A
 JZ3355'SIDE ROAD RIGHT, (ROAD 200 W).  TURN RIGHT AND GO SOUTH ON THE
 JZ3355'SURFACED ROAD FOR 4.35 MILES TO A GRAVELED CROSSROAD, (ROAD 800
 JZ3355'N).  TURN LEFT AND GO EAST ON ROAD 800 N FOR 0.85 MILE TO THE
 JZ3355'STATION ON THE RIGHT.
 JZ3355'
 JZ3355'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1890 1939 1970,
 JZ3355'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT IS 14 INCHES
 JZ3355'BELOW THE GROUND SURFACE.  IT IS 64 FEET SOUTH OF THE CENTER OF THE
 JZ3355'GRAVELED ROAD.
 JZ3355'
 JZ3355'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREEN NO 1 1939, SET IN
 JZ3355'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 JZ3355'ABOVE THE GROUND SURFACE.  IT IS 16 FEET SOUTH OF THE CENTER OF A
 JZ3355'GRAVELED ROAD AND AT THE EDGE OF A CULTIVATED FIELD.
 JZ3355'
 JZ3355'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREEN NO 2 1939, SET IN
 JZ3355'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JZ3355'ABOVE THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE CENTER OF A
 JZ3355'GRAVELED ROAD AND AT THE EDGE OF A CULTIVATED FIELD.
 JZ3355'
 JZ3355'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1939, SET IN THE
 JZ3355'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JZ3355'ABOVE THE GROUND SURFACE.  IT IS 18 FEET NORTH OF THE CENTER OF
 JZ3355'ROAD 850 N, 17 FEET EAST OF THE CENTER OF ROAD 600 E AND 1.5 FEET
 JZ3355'NORTHEAST OF A POWER POLE.
 JZ3355'
 JZ3355'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON ROAD 800 N FOR
 JZ3355'0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON ROAD 600 E
 JZ3355'FOR 0.5 MILE TO THE MARK ON THE RIGHT IN THE NORTHEAST CORNER OF
 JZ3355'THE INTERSECTION OF ROAD 600 E AND 850 N.
 JZ3355'
 JZ3355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JZ3355'SOUTH-SOUTHWEST OF ZENAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1619 ***********************************************************************
 MD1619  DESIGNATION -  GREEN
 MD1619  PID         -  MD1619
 MD1619  STATE/COUNTY-  IN/NOBLE
 MD1619  COUNTRY     -  US
 MD1619  USGS QUAD   -  MERRIAM (2019)
 MD1619
 MD1619                         *CURRENT SURVEY CONTROL
 MD1619  ______________________________________________________________________
 MD1619* NAD 83(1997) POSITION- 41 20 41.06273(N) 085 25 19.45031(W)   ADJUSTED
 MD1619* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 MD1619  ______________________________________________________________________
 MD1619  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 MD1619  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 MD1619  HORZ ORDER      -  SECOND
 MD1619
 MD1619.The horizontal coordinates were established by classical geodetic methods
 MD1619.and adjusted by the National Geodetic Survey in May 1999.
 MD1619
 MD1619.The orthometric height was scaled from a topographic map.
 MD1619
 MD1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1619.GEOID18 height accuracy estimate available here.
 MD1619
 MD1619.Click photographs - Photos may exist for this station.
 MD1619
 MD1619.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1619
 MD1619. The following values were computed from the NAD 83(1997) position.
 MD1619
 MD1619;                    North         East     Units Scale Factor Converg.
 MD1619;SPC IN E     -   676,871.619   120,470.952   MT  0.99997182   +0 09 41.7
 MD1619;SPC IN E     - 2,220,702.97    395,245.12   sFT  0.99997182   +0 09 41.7
 MD1619;UTM  16      - 4,578,228.593   632,014.668   MT  0.99981448   +1 02 33.0
 MD1619
 MD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1619!SPC IN E     -   0.99995926  x   0.99997182  =   0.99993108
 MD1619!UTM  16      -   0.99995926  x   0.99981448  =   0.99977375
 MD1619
 MD1619:                Primary Azimuth Mark                     Grid Az
 MD1619:SPC IN E     -  ALBION MUNICIPAL TANK                    359 01 40.1
 MD1619:UTM  16      -  ALBION MUNICIPAL TANK                    358 08 48.8
 MD1619
 MD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3201478228(NAD 83)
 MD1619
 MD1619|---------------------------------------------------------------------|
 MD1619| PID    Reference Object                     Distance      Geod. Az  |
 MD1619|                                                           dddmmss.s |
 MD1619| CC9267 GREEN RM 1                           19.553 METERS 08625     |
 MD1619| MD1615 DAYTON GRAND RAPIDS AWY BN 11       APPROX.11.1 KM 0864510.6 |
 MD1619| CC9268 GREEN RM 2                           24.204 METERS 26641     |
 MD1619| MD0914 T 163                                75.315 METERS 31443     |
 MD1619| CC9266 GREEN AZ MK                                        3471713.5 |
 MD1619| MD1623 ALBION CO CTHSE CLOCK TOWER         APPROX. 5.7 KM 3575255.8 |
 MD1619| MD1624 ALBION MUNICIPAL TANK               APPROX. 5.3 KM 3591121.8 |
 MD1619|---------------------------------------------------------------------|
 MD1619
 MD1619                          SUPERSEDED SURVEY CONTROL
 MD1619
 MD1619  NAD 83(1995)-  41 20 41.06432(N)    085 25 19.45764(W) AD(       ) 2
 MD1619  NAD 83(1986)-  41 20 41.06393(N)    085 25 19.46238(W) AD(       ) 2
 MD1619  NAD 27      -  41 20 40.88780(N)    085 25 19.53930(W) AD(       ) 2
 MD1619
 MD1619.Superseded values are not recommended for survey control.
 MD1619
 MD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1619.See file dsdata.pdf to determine how the superseded data were derived.
 MD1619
 MD1619_MARKER: DS = TRIANGULATION STATION DISK
 MD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1619_STAMPING: GREEN 1946
 MD1619_MARK LOGO: CGS
 MD1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1619+STABILITY: SURFACE MOTION
 MD1619
 MD1619  HISTORY     - Date     Condition        Report By
 MD1619  HISTORY     - 1946     MONUMENTED       CGS
 MD1619  HISTORY     - 1960     GOOD             CGS
 MD1619
 MD1619                          STATION DESCRIPTION
 MD1619
 MD1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1619'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF ALBION AND 4 MILES
 MD1619'EAST-NORTH EAST OF WOLF LAKE ALONG THE EAST SIDE OF STATE HIGHWAY 9.
 MD1619'IT IS ABOUT 150 YARDS EAST OF STATE HIGHWAY 9 AND 1 FOOT SOUTH OF AN
 MD1619'EAST-WEST FENCE LINE.  A TRAVERSE CONNECTION WAS MADE TO T-163 (USC
 MD1619'AND GS) B.M. AND THE DISTANCE WAS FOUND TO BE 74.984 METERS.  THE MARK
 MD1619'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREEN 1946.
 MD1619'
 MD1619'REFERENCE MARK NO. 1 IS 64.15 FEET EAST OF THE STATION AND 1 FOOT
 MD1619'SOUTH OF AN EASTWEST FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1619'THE DISK IS STAMPED GREEN NO 1 1946.
 MD1619'
 MD1619'REFERENCE MARK NO. 2 IS 79.41 FEET WEST OF THE STATION AND 1 FOOT
 MD1619'SOUTH OF AN EASTWEST FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1619'THE DISK IS STAMPED GREEN NO 2 1946.
 MD1619'
 MD1619'T-163 (USC AND GS) B.M. IS 246.01 FEET NORTHWEST OF THE STATION, 90
 MD1619'FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 9 AND 1 FOOT
 MD1619'SOUTHWEST OF A 20 INCH TREE.  THE MARK IS A 5 BY 5 FOOT CONCRETE WELL
 MD1619'CURB AND THE DISK IS IN A DRILLHOLE IN THE NORTHEAST CORNER.  THE DISK
 MD1619'IS STAMPED T-163 1946.
 MD1619'
 MD1619'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 80 FEET SOUTH OF A
 MD1619'T-ROAD INTERSECTION.  25 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 MD1619'STATE HIGHWAY 9, 7 FEET SOUTH OF TELEPHONE POLE NO. T-1016 AND 3 FEET
 MD1619'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1619'THE DISK IS STAMPED GREEN 1946.
 MD1619'
 MD1619'TO REACH THE STATION FROM THE COURTHOUSE IN ALBION, GO SOUTH ON STATE
 MD1619'HIGHWAY 9 FOR 2.9 MILES TO A T-ROAD EAST AND THE AZIMUTH MARK IN THE
 MD1619'SOUTHEAST ANGLE AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY 9 FOR
 MD1619'0.5 MILE TO A DRIVEWAY EAST INTO AS FARMYARD.  T-163 (USC AND GS) B.M.
 MD1619'IS ON THE NORTHEAST CORNER OF THE WELL CURB IN THIS YARD.  PASS
 MD1619'THROUGH GATE INTO STUMP FIELD, BEAR RIGHT TO TOP OF HILL AND THE
 MD1619'STATION IN AN EAST-WEST FENCE LINE.
 MD1619'
 MD1619'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1619
 MD1619                          STATION RECOVERY (1960)
 MD1619
 MD1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1619'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE AZIMUTH
 MD1619'MARK WAS DOOMED BY CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET EXACTLY
 MD1619'ON THE LINE BETWEEN STATION AND THE OLD MARK AND THE OLD MARK
 MD1619'DESTROYED AFTERWARDS.
 MD1619'
 MD1619'AZIMUTH MARK STAMPED GREEN RESET 1960, NOTE 16B, FLUSH WITH THE
 MD1619'GROUND, IS ABOUT 0.5 MILE N IN AZIMUTH 167 DEG 17 MIN 13.4 SEC FROM
 MD1619'THE STATION, 239 FEET S OF THE INTERSECTION OF THE CENTER LINES OF A
 MD1619'PAVED COUNTY ROAD AND NO. 9 INDIANA HIGHWAY, ABOUT 28 FEET E OF CENTER
 MD1619'LINE OF THE HIGHWAY, ABOUT LEVEL WITH SAME, 82.6 FEET W OF SW CORNER
 MD1619'OF CONCRETE BLOCK FOUNDATION OF A FRAME HOUSE, AND 6 FEET S OF
 MD1619'PROJECTED PLANE OF THE S WALL OF THE HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1828 ***********************************************************************
 JA1828  DESIGNATION -  GREEN
 JA1828  PID         -  JA1828
 JA1828  STATE/COUNTY-  IN/DUBOIS
 JA1828  COUNTRY     -  US
 JA1828  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1828
 JA1828                         *CURRENT SURVEY CONTROL
 JA1828  ______________________________________________________________________
 JA1828* NAD 83(1997) POSITION- 38 14 55.83369(N) 086 48 38.35550(W)   ADJUSTED
 JA1828* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 JA1828  ______________________________________________________________________
 JA1828  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 JA1828  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 JA1828  HORZ ORDER      -  SECOND
 JA1828
 JA1828.The horizontal coordinates were established by classical geodetic methods
 JA1828.and adjusted by the National Geodetic Survey in May 1999.
 JA1828
 JA1828.The orthometric height was scaled from a topographic map.
 JA1828
 JA1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1828.GEOID18 height accuracy estimate available here.
 JA1828
 JA1828.Click photographs - Photos may exist for this station.
 JA1828
 JA1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1828
 JA1828. The following values were computed from the NAD 83(1997) position.
 JA1828
 JA1828;                    North         East     Units Scale Factor Converg.
 JA1828;SPC IN W     -   333,149.516   923,868.140   MT  0.99997368   +0 10 07.7
 JA1828;SPC IN W     - 1,093,008.04  3,031,057.39   sFT  0.99997368   +0 10 07.7
 JA1828;UTM  16      - 4,233,442.167   516,567.722   MT  0.99960338   +0 07 02.0
 JA1828
 JA1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1828!SPC IN W     -   0.99997263  x   0.99997368  =   0.99994631
 JA1828!UTM  16      -   0.99997263  x   0.99960338  =   0.99957602
 JA1828
 JA1828:                Primary Azimuth Mark                     Grid Az
 JA1828:SPC IN W     -  GREEN AZ MK                              265 04 03.0
 JA1828:UTM  16      -  GREEN AZ MK                              265 07 08.7
 JA1828
 JA1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1656733442(NAD 83)
 JA1828
 JA1828|---------------------------------------------------------------------|
 JA1828| PID    Reference Object                     Distance      Geod. Az  |
 JA1828|                                                           dddmmss.s |
 JA1828| CG7931 GREEN RM 1                           28.621 METERS 04049     |
 JA1828| JA1831 FERDINAND NUNNERY DOME              APPROX. 4.7 KM 2355731.1 |
 JA1828| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX. 5.2 KM 2371446.2 |
 JA1828| CG7930 GREEN AZ MK                                        2651410.7 |
 JA1828| CG7932 GREEN RM 2                           29.374 METERS 27350     |
 JA1828|---------------------------------------------------------------------|
 JA1828
 JA1828                          SUPERSEDED SURVEY CONTROL
 JA1828
 JA1828  NAD 83(1993)-  38 14 55.83629(N)    086 48 38.35786(W) AD(       ) 2
 JA1828  NAD 83(1986)-  38 14 55.84064(N)    086 48 38.35898(W) AD(       ) 2
 JA1828  NAD 27      -  38 14 55.63700(N)    086 48 38.39000(W) AD(       ) 2
 JA1828
 JA1828.Superseded values are not recommended for survey control.
 JA1828
 JA1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1828.See file dsdata.pdf to determine how the superseded data were derived.
 JA1828
 JA1828_MARKER: DS = TRIANGULATION STATION DISK
 JA1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1828_STAMPING: GREEN 1946
 JA1828_MARK LOGO: CGS
 JA1828_PROJECTION: RECESSED 30 CENTIMETERS
 JA1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1828+STABILITY: SURFACE MOTION
 JA1828
 JA1828  HISTORY     - Date     Condition        Report By
 JA1828  HISTORY     - 1946     MONUMENTED       CGS
 JA1828
 JA1828                          STATION DESCRIPTION
 JA1828
 JA1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1828'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST FROM FERDINAND
 JA1828'ALONG STATE HIGHWAY 264, 51 FEET SOUTH OF THE CENTERLINE OF THE
 JA1828'HIGHWAY, 28 FEET SOUTHEAST OF A GUY WIRE POLE FOR A POWERLINE, 10 FEET
 JA1828'SOUTH OF A WITNESS POST AND IS LOCATED AT A POINT WHERE THE HIGHWAY
 JA1828'CURVES NORTH.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA1828'AND THE DISK IS STAMPED GREEN 1946.
 JA1828'
 JA1828'REFERENCE MARK NO 1 IS 92.19 FEET NORTHEAST OF THE STATION, 42 FEET
 JA1828'EAST OF THE CENTERLINE OF THE HIGHWAY AND 5 FEET EAST OF A GUY WIRE
 JA1828'POLE FOR A POWERLINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JA1828'STAMPED GREEN NO 1 1946.
 JA1828'
 JA1828'REFERENCE MARK NO 2 IS 96.37 FEET WEST OF THE STATION, 21.5 FEET SOUTH
 JA1828'OF THE CENTERLINE OF THE HIGHWAY AND IS ON THE NORTH EDGE OF A
 JA1828'CULTIVATED FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1828'NO 2 GREEN 1946.
 JA1828'
 JA1828'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF THE STATION, 21
 JA1828'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTHWEST OF A
 JA1828'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED GREEN
 JA1828'1946.
 JA1828'
 JA1828'TO REACH THE STATION FROM THE STANDARD SERVICE STATION IN FERDINAND,
 JA1828'GO NORTH ON STATE HIGHWAY 162 FOR 1.8 MILES TO A JUNCTION WITH STATE
 JA1828'HIGHWAY 264, TURN RIGHT GO EAST ON HIGHWAY 264 FOR 2.7 MILES TO THE
 JA1828'AZIMUTH MARK ON THE LEFT, THENCE FOLLOW HIGHWAY NORTH AND EAST FOR
 JA1828'0.45 MILE TO THE STATION ON THE RIGHT.
 JA1828'
 JA1828'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2008 ***********************************************************************
 KA2008  DESIGNATION -  GREENCASTLE DEPAUW UNIV DOME
 KA2008  PID         -  KA2008
 KA2008  STATE/COUNTY-  IN/PUTNAM
 KA2008  COUNTRY     -  US
 KA2008  USGS QUAD   -  GREENCASTLE (2019)
 KA2008
 KA2008                         *CURRENT SURVEY CONTROL
 KA2008  ______________________________________________________________________
 KA2008* NAD 83(1997) POSITION- 39 38 25.13882(N) 086 51 41.35535(W)   ADJUSTED
 KA2008  ______________________________________________________________________
 KA2008  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KA2008  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 KA2008  HORZ ORDER      -  THIRD
 KA2008
 KA2008.The horizontal coordinates were established by classical geodetic methods
 KA2008.and adjusted by the National Geodetic Survey in May 1999.
 KA2008
 KA2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2008.GEOID18 height accuracy estimate available here.
 KA2008
 KA2008.Click photographs - Photos may exist for this station.
 KA2008
 KA2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2008
 KA2008. The following values were computed from the NAD 83(1997) position.
 KA2008
 KA2008;                    North         East     Units Scale Factor Converg.
 KA2008;SPC IN W     -   487,606.386   919,042.659   MT  0.99997113   +0 08 29.5
 KA2008;SPC IN W     - 1,599,755.28  3,015,225.79   sFT  0.99997113   +0 08 29.5
 KA2008;UTM  16      - 4,387,846.257   511,885.180   MT  0.99960174   +0 05 18.1
 KA2008
 KA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1188587846(NAD 83)
 KA2008
 KA2008                          SUPERSEDED SURVEY CONTROL
 KA2008
 KA2008  NAD 83(1986)-  39 38 25.13829(N)    086 51 41.34887(W) AD(       ) 3
 KA2008  NAD 27      -  39 38 24.97100(N)    086 51 41.30400(W) AD(       ) 3
 KA2008
 KA2008.Superseded values are not recommended for survey control.
 KA2008
 KA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2008.See file dsdata.pdf to determine how the superseded data were derived.
 KA2008
 KA2008_MARKER: 87 = DOME
 KA2008
 KA2008  HISTORY     - Date     Condition        Report By
 KA2008  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2008  HISTORY     - 20051230 GOOD             GEOCAC
 KA2008
 KA2008                          STATION DESCRIPTION
 KA2008
 KA2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2008'THIS STATION IS THE DOME ON THE NE CORNER OF THE E COLLEGE BUILDING
 KA2008'OF THE DEPAUW UNIVERSITY IN THE CITY OF GREENCASTLE. IT
 KA2008'IS IN THE APPROXIMATE CENTER OF THE COLLEGE GROUNDS.
 KA2008'
 KA2008'THE BUILDING IS CONSTRUCTED OF RED BRICK AND HAS A SQUARE RED BRICK
 KA2008'TOWER ABOUT 40 FEET HIGH AT THE NE CORNER, ON THIS THERE IS A
 KA2008'10-FOOT SQUARE WOOD TOWER PAINTED BROWN, ON THIS IS A SMALL DOME
 KA2008'WHICH HAS A LIGHTNING ROD AND WEATHER VANE AT ITS APEX, THE
 KA2008'TOTAL HEIGHT IS ABOUT 100 FEET. THERE IS A LOW CLOCK TOWER AT THE SW
 KA2008'CORNER OF THE BUILDING.
 KA2008
 KA2008                          STATION RECOVERY (2005)
 KA2008
 KA2008'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA2008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2009 ***********************************************************************
 KA2009  DESIGNATION -  GREENCASTLE MAGNETIC STA
 KA2009  PID         -  KA2009
 KA2009  STATE/COUNTY-  IN/PUTNAM
 KA2009  COUNTRY     -  US
 KA2009  USGS QUAD   -  GREENCASTLE (2019)
 KA2009
 KA2009                         *CURRENT SURVEY CONTROL
 KA2009  ______________________________________________________________________
 KA2009* NAD 83(1997) POSITION- 39 37 37.07945(N) 086 51 21.18428(W)   ADJUSTED
 KA2009* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 KA2009  ______________________________________________________________________
 KA2009  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 KA2009  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 KA2009  HORZ ORDER      -  SECOND
 KA2009
 KA2009.The horizontal coordinates were established by classical geodetic methods
 KA2009.and adjusted by the National Geodetic Survey in May 1999.
 KA2009
 KA2009.The orthometric height was scaled from a topographic map.
 KA2009
 KA2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2009.GEOID18 height accuracy estimate available here.
 KA2009
 KA2009.Click photographs - Photos may exist for this station.
 KA2009
 KA2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2009
 KA2009. The following values were computed from the NAD 83(1997) position.
 KA2009
 KA2009;                    North         East     Units Scale Factor Converg.
 KA2009;SPC IN W     -   486,125.438   919,527.366   MT  0.99997136   +0 08 42.2
 KA2009;SPC IN W     - 1,594,896.54  3,016,816.03   sFT  0.99997136   +0 08 42.2
 KA2009;UTM  16      - 4,386,365.407   512,368.334   MT  0.99960188   +0 05 30.9
 KA2009
 KA2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2009!SPC IN W     -   0.99996253  x   0.99997136  =   0.99993389
 KA2009!UTM  16      -   0.99996253  x   0.99960188  =   0.99956443
 KA2009
 KA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1236886365(NAD 83)
 KA2009
 KA2009                          SUPERSEDED SURVEY CONTROL
 KA2009
 KA2009  NAD 83(1986)-  39 37 37.07902(N)    086 51 21.17765(W) AD(       ) 2
 KA2009  NAD 27      -  39 37 36.91300(N)    086 51 21.13500(W) AD(       ) 2
 KA2009
 KA2009.Superseded values are not recommended for survey control.
 KA2009
 KA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2009.See file dsdata.pdf to determine how the superseded data were derived.
 KA2009
 KA2009_MARKER: V = STONE MONUMENT
 KA2009_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA2009
 KA2009  HISTORY     - Date     Condition        Report By
 KA2009  HISTORY     - 1905     MONUMENTED       CGS
 KA2009  HISTORY     - 1939     GOOD             CGS
 KA2009
 KA2009                          STATION DESCRIPTION
 KA2009
 KA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2009'THIS STATION IS LOCATED IN THE EASTERN PART OF THE MUNICIPAL CEMETERY
 KA2009'ABOUT ONE MILE S OF THE COURTHOUSE IN GREENCASTLE. IT IS
 KA2009'BETWEEN TWO LOTS JUST NE OF THE BOWMAN MONUMENT. THIS STATION IS A
 KA2009'MAGNETIC STATION OF THE U.S.C. AND G. SURVEY 1905 AND WAS
 KA2009'CONNECTED BY TRAVERSE TO TRIANGULATION STATION CEMETERY. THE MEASURED
 KA2009'DISTANCE IS 225.584 METERS NNE.
 KA2009'
 KA2009'THE MARK IS A 5 - BY 7-INCH BEDFORD STONE POST AND PROJECTS 2 INCHES
 KA2009'ABOVE THE GROUND, 95.2 FEET NE OF THE BOWMAN OBELISK, 18 FEET
 KA2009'NW OF THE CENTER LINE OF THE DRIVE AND 2 FEET E OF THE NE CORNER OF
 KA2009'THE WILLIAM TUCKER HEAD STONE.
 KA2009'
 KA2009'TO REACH THE STATION FROM THE COURTHOUSE IN GREENCASTLE, GO E ON
 KA2009'WASHINGTON STREET FOR 0.2 MILE TO A CROSS STREET, TURN S ON
 KA2009'LOCUST STREET AND GO 0.8 MILE TO A R.R CROSSING, JOG E 50 YARDS
 KA2009'AND CONTINUE S 0.15 MILE TO THE CEMTERY ENTRANCE ON THE LEFT, PASS
 KA2009'THROUGH GATE AND FOLLOW DRIVE TO THE E SIDE OF THE CEMTERY TO THE
 KA2009'BOWMAN OBELISK AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2007 ***********************************************************************
 KA2007  DESIGNATION -  GREENCASTLE PRESB CHURCH SPIRE
 KA2007  PID         -  KA2007
 KA2007  STATE/COUNTY-  IN/PUTNAM
 KA2007  COUNTRY     -  US
 KA2007  USGS QUAD   -  GREENCASTLE (2019)
 KA2007
 KA2007                         *CURRENT SURVEY CONTROL
 KA2007  ______________________________________________________________________
 KA2007* NAD 83(1997) POSITION- 39 38 33.52080(N) 086 51 45.70974(W)   ADJUSTED
 KA2007  ______________________________________________________________________
 KA2007  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 KA2007  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 KA2007  HORZ ORDER      -  THIRD
 KA2007
 KA2007.The horizontal coordinates were established by classical geodetic methods
 KA2007.and adjusted by the National Geodetic Survey in May 1999.
 KA2007
 KA2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2007.GEOID18 height accuracy estimate available here.
 KA2007
 KA2007.Click photographs - Photos may exist for this station.
 KA2007
 KA2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2007
 KA2007. The following values were computed from the NAD 83(1997) position.
 KA2007
 KA2007;                    North         East     Units Scale Factor Converg.
 KA2007;SPC IN W     -   487,864.631   918,938.199   MT  0.99997108   +0 08 26.8
 KA2007;SPC IN W     - 1,600,602.54  3,014,883.07   sFT  0.99997108   +0 08 26.8
 KA2007;UTM  16      - 4,388,104.504   511,780.998   MT  0.99960171   +0 05 15.4
 KA2007
 KA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1178088104(NAD 83)
 KA2007
 KA2007                          SUPERSEDED SURVEY CONTROL
 KA2007
 KA2007  NAD 83(1986)-  39 38 33.51961(N)    086 51 45.70304(W) AD(       ) 3
 KA2007  NAD 27      -  39 38 33.35300(N)    086 51 45.65900(W) AD(       ) 3
 KA2007
 KA2007.Superseded values are not recommended for survey control.
 KA2007
 KA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2007.See file dsdata.pdf to determine how the superseded data were derived.
 KA2007
 KA2007_MARKER: 90 = CHURCH SPIRE
 KA2007
 KA2007  HISTORY     - Date     Condition        Report By
 KA2007  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2007  HISTORY     - 20051230 GOOD             GEOCAC
 KA2007
 KA2007                          STATION DESCRIPTION
 KA2007
 KA2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2007'THIS STATION IS A SPIRE ON THE PRESBYTERIAN CHURCH IN THE CITY OF
 KA2007'GREENCASTLE. IT IS LOCATED IN THE NW CORNER OF POPLAR AND
 KA2007'COLLEGE STREETS. THIS CHURCH IS CONSTRUCTED OF RED BRICK AND WAS
 KA2007'ERECTED IN 1879.
 KA2007'
 KA2007'THE RED BRICK TOWER IS ABOUT 80 FEET HIGH AND HAS LOUVERS ON ALL
 KA2007'FOUR SIDES NEAR THE TOP, ON THIS THERE IS AGRAY SLATE SHINGLED
 KA2007'SPIRE ABOUT 40 FEET HIGH AND HAS A LIGHTNING ROD AT ITS APEX. THE
 KA2007'TOTAL HEIGHT IS ABOUT 130 FEET.
 KA2007
 KA2007                          STATION RECOVERY (2005)
 KA2007
 KA2007'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA2007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2006 ***********************************************************************
 KA2006  DESIGNATION -  GREENCASTLE PUTNAM CO CTHSE
 KA2006  PID         -  KA2006
 KA2006  STATE/COUNTY-  IN/PUTNAM
 KA2006  COUNTRY     -  US
 KA2006  USGS QUAD   -  GREENCASTLE (2019)
 KA2006
 KA2006                         *CURRENT SURVEY CONTROL
 KA2006  ______________________________________________________________________
 KA2006* NAD 83(1997) POSITION- 39 38 39.77301(N) 086 51 53.80161(W)   ADJUSTED
 KA2006  ______________________________________________________________________
 KA2006  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 KA2006  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 KA2006  HORZ ORDER      -  THIRD
 KA2006
 KA2006.The horizontal coordinates were established by classical geodetic methods
 KA2006.and adjusted by the National Geodetic Survey in May 1999.
 KA2006
 KA2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2006.GEOID18 height accuracy estimate available here.
 KA2006
 KA2006.Click photographs - Photos may exist for this station.
 KA2006
 KA2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2006
 KA2006. The following values were computed from the NAD 83(1997) position.
 KA2006
 KA2006;                    North         East     Units Scale Factor Converg.
 KA2006;SPC IN W     -   488,056.978   918,744.796   MT  0.99997099   +0 08 21.6
 KA2006;SPC IN W     - 1,601,233.60  3,014,248.55   sFT  0.99997099   +0 08 21.6
 KA2006;UTM  16      - 4,388,296.959   511,587.845   MT  0.99960165   +0 05 10.2
 KA2006
 KA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1158788296(NAD 83)
 KA2006
 KA2006                          SUPERSEDED SURVEY CONTROL
 KA2006
 KA2006  NAD 83(1986)-  39 38 39.77200(N)    086 51 53.79571(W) AD(       ) 3
 KA2006  NAD 27      -  39 38 39.60000(N)    086 51 53.75000(W) AD(       ) 3
 KA2006
 KA2006.Superseded values are not recommended for survey control.
 KA2006
 KA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2006.See file dsdata.pdf to determine how the superseded data were derived.
 KA2006
 KA2006_MARKER: 87 = DOME
 KA2006
 KA2006  HISTORY     - Date     Condition        Report By
 KA2006  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2006  HISTORY     - 20051230 GOOD             GEOCAC
 KA2006
 KA2006                          STATION DESCRIPTION
 KA2006
 KA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2006'THIS STATION IS THE BALL ON THE DOME OF THE PUTNAM COUNTY COURTHOUSE
 KA2006'IN THE CITY OF GREENCASTLE. IT IS LOCATED IN THE APPROXIMATE
 KA2006'CENTER OF THE CITY. IT IS A 3-STORY BUILDING CONSTRUCTED OF CEMENT
 KA2006'ERECTED IN 1903. THE DOME IS ABOUT 30 FEET HIGH AND HAS A LARGE
 KA2006'GREEN BALL AT ITS APEX. THE TOTAL HEIGHT IS ABOUT 140 FEET.
 KA2006
 KA2006                          STATION RECOVERY (2005)
 KA2006
 KA2006'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA2006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1623 ***********************************************************************
 KA1623  DESIGNATION -  GREENCASTLE RESET
 KA1623  PID         -  KA1623
 KA1623  STATE/COUNTY-  IN/PUTNAM
 KA1623  COUNTRY     -  US
 KA1623  USGS QUAD   -  GREENCASTLE (2019)
 KA1623
 KA1623                         *CURRENT SURVEY CONTROL
 KA1623  ______________________________________________________________________
 KA1623* NAD 83(1997) POSITION- 39 38 35.08507(N) 086 51 12.03640(W)   ADJUSTED
 KA1623* NAVD 88 ORTHO HEIGHT -   266.42  (meters)      874.1   (feet) RESET
 KA1623  ______________________________________________________________________
 KA1623  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KA1623  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 KA1623  HORZ ORDER      -  SECOND
 KA1623  VERT ORDER      -  THIRD
 KA1623
 KA1623.The horizontal coordinates were established by classical geodetic methods
 KA1623.and adjusted by the National Geodetic Survey in May 1999.
 KA1623
 KA1623.The orthometric height was computed from unverified reset data.
 KA1623
 KA1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1623.GEOID18 height accuracy estimate available here.
 KA1623
 KA1623.Click photographs - Photos may exist for this station.
 KA1623
 KA1623.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1623
 KA1623. The following values were computed from the NAD 83(1997) position.
 KA1623
 KA1623;                    North         East     Units Scale Factor Converg.
 KA1623;SPC IN W     -   487,914.888   919,740.947   MT  0.99997146   +0 08 48.2
 KA1623;SPC IN W     - 1,600,767.43  3,017,516.76   sFT  0.99997146   +0 08 48.2
 KA1623;UTM  16      - 4,388,153.997   512,583.496   MT  0.99960195   +0 05 36.8
 KA1623
 KA1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1623!SPC IN W     -   0.99996339  x   0.99997146  =   0.99993485
 KA1623!UTM  16      -   0.99996339  x   0.99960195  =   0.99956536
 KA1623
 KA1623:                Primary Azimuth Mark                     Grid Az
 KA1623:SPC IN W     -  DAY                                      058 29 52.8
 KA1623:UTM  16      -  DAY                                      058 33 04.2
 KA1623
 KA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1258388153(NAD 83)
 KA1623
 KA1623|---------------------------------------------------------------------|
 KA1623| PID    Reference Object                     Distance      Geod. Az  |
 KA1623|                                                           dddmmss.s |
 KA1623| KA0596 GREENCASTLE RM 1                     27.441 METERS 05334     |
 KA1623| KA2005 DAY                                 APPROX.10.1 KM 0583841.0 |
 KA1623| KA2010 GREENCASTLE MUN STANDPIPE            10.268 METERS 24747     |
 KA1623| KA0597 GREENCASTLE RM 2                     34.147 METERS 27810     |
 KA1623| KA2006 GREENCASTLE PUTNAM CO CTHSE         APPROX. 1.0 KM 2781552.6 |
 KA1623|---------------------------------------------------------------------|
 KA1623
 KA1623                          SUPERSEDED SURVEY CONTROL
 KA1623
 KA1623  NAD 83(1986)-  39 38 35.08403(N)    086 51 12.02989(W) AD(       ) 2
 KA1623  NGVD 29 (08/22/16)  266.53   (m)          874.4    (f) RESET       3  
 KA1623
 KA1623.Superseded values are not recommended for survey control.
 KA1623
 KA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1623.See file dsdata.pdf to determine how the superseded data were derived.
 KA1623
 KA1623_MARKER: DH = HORIZONTAL CONTROL DISK
 KA1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1623_STAMPING: GREENCASTLE 1939 1982
 KA1623_MARK LOGO: NGS
 KA1623_PROJECTION: FLUSH
 KA1623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1623+STABILITY: SURFACE MOTION
 KA1623
 KA1623  HISTORY     - Date     Condition        Report By
 KA1623  HISTORY     - 1982     MONUMENTED       NGS
 KA1623  HISTORY     - 19820321 GOOD             NGS
 KA1623  HISTORY     - 20051230 POOR             GEOCAC
 KA1623
 KA1623                          STATION DESCRIPTION
 KA1623
 KA1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KA1623'IN GREENCASTLE.
 KA1623'IN GREENCASTLE, ON THE EAST SIDE OF TOWN, AT THE JUNCTION OF ARLINGTON
 KA1623'STREET AND E WALNUT STREET, 95.0 FEET EAST OF THE CENTER OF
 KA1623'ARLINGTON STREET, 71.0 FEET NORTH OF THE CENTER OF E. WALNUT STREET,
 KA1623'62.6 FEET WEST OF A GRAVEL DRIVEWAY, 34.0 FEET EAST-NORTHEAST OF THE
 KA1623'CENTER OF THE CONCRETE FOUNDATION OF AN OLD WATER STANDPIPE, AND
 KA1623'30.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 KA1623
 KA1623                          STATION RECOVERY (1982)
 KA1623
 KA1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KA1623'THE STATION WAS RECOVERED WITH THE SURFACE MONUMENT DESTROYED.
 KA1623'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK 2
 KA1623'WAS FOUND IN GOOD CONDITION.  THE STATION MONUMENT WAS DUG OUT AND THE
 KA1623'UNDERGROUND MONUMENT WAS FOUND IN GOOD CONDITION.  THE POINT WAS HELD
 KA1623'AND A NEW SURFACE MONUMENT WAS ESTABLISHED AT THIS TIME.  A REFERENCE
 KA1623'MARK 3 WAS ALSO ESTABLISHED AT THIS TIME.  THERE IS STILL NO SUITABLE
 KA1623'LOCATION TO SET AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.  THE
 KA1623'STATION IS LOCATED IN THE CITY LIMITS OF GREENCASTLE, 0.6 MILE (1.0
 KA1623'KM) EAST OF THE COURTHOUSE AT THE SIDE OF THE OLD MUNICIPAL WATER
 KA1623'STANDPIPE WHICH IS NO LONGER THERE, BUT THE CONCRETE FOUNDATION STILL
 KA1623'REMAINS.  ON PROPERTY OWNED BY THE CITY WATER COMPANY.  TO REACH THE
 KA1623'STATION FROM THE COURTHOUSE IN GREENCASTLE GO EAST ON E WASHINGTON
 KA1623'STREET FOR 0.6 MILE (1.0 KM) TO A CROSS STREET, ARLINGTON STREET.
 KA1623'TURN RIGHT AND GO SOUTH ON ARLINGTON STREET FOR 0.1 MILE (0.2 KM) TO
 KA1623'THE STATION ON LEFT, JUST BEFORE REACHING E WALNUT STREET.  THE
 KA1623'STATION IS A STANDARD NGS DISK STAMPED,---GREENCASTLE 1939 1982---,
 KA1623'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KA1623'DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 28.956 METERS
 KA1623'(95.000 FT) EAST FROM THE APPROXIMATE CENTER OF ARLINGTON STREET,
 KA1623'21.641 METERS (71.001 FT) NORTH FROM THE APPROXIMATE CENTER OF E
 KA1623'WALNUT STREET, 19.080 METERS (62.598 FT) WEST FROM THE APPROXIMATE
 KA1623'CENTER OF A GRAVEL DRIVEWAY, 10.362 METERS (33.996 FT) EAST-NORTHEAST
 KA1623'FROM THE APPROXIMATE CENTER OF CONCRETE FOUNDATION FROM OLD WATER
 KA1623'TANK, 9.144 METERS (30.000 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 KA1623'A HOUSE AND WEST AN 8 INCH WALNUT TREE.  REFERENCE MARK NO 2 IS A
 KA1623'STANDARD CGS DISK STAMPED,---GREENCASTLE NO 2 1939---, CEMENTED IN A
 KA1623'DRILL HOLE IN THE SIDEWALK ALONG THE WEST SIDE OF ARLINGTON STREET.
 KA1623'THE STATION IS LOCATED 27.127 METERS (88.999 FT) NORTH FROM THE
 KA1623'APPROXIMATE CENTER OF E WASHINGTON STREET, 20.726 METERS (67.999 FT)
 KA1623'SOUTH FROM A UTILITY POLE WITH TRANSFORMER, 9.875 METERS (32.398 FT)
 KA1623'SOUTHEAST FROM THE SOUTHEAST CORNER OF STEPS TO A HOUSE AND 5.182
 KA1623'METERS (17.001 FT) WEST FROM THE APPROXIMATE CENTER OF ARLINTON
 KA1623'STREET, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STTAION.  REFERENCE
 KA1623'MARK NO 3 IS A STANDARD NGS DISK STAMPED,---GREENCASTLE 1939 NO 3
 KA1623'1982---, CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURBING ALONG
 KA1623'E WALNUT STREET.  THE STATION IS LOCATED 19.812 METERS (65.000 FT)
 KA1623'WEST FROM A UTILITY POLE, WITH TRANSFORMER BY GRAVEL DRIVEWAY, 22.738
 KA1623'METERS (74.600 FT) EAST FROM THE APPROXIMATE CENTER OF ARLINTON
 KA1623'STREET, 24.079 METERS (78.999 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 KA1623'HOUSE AND 4.755 METERS (15.600 FT) NORTH FROM THE APPROXIMATE CENTER
 KA1623'OF E WALNUT STREET, AND 0.5 METERS (1.6 FT) HIGHER THAT THE STATION.
 KA1623
 KA1623                          STATION RECOVERY (2005)
 KA1623
 KA1623'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1623'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0596 ***********************************************************************
 KA0596  DESIGNATION -  GREENCASTLE RM 1
 KA0596  PID         -  KA0596
 KA0596  STATE/COUNTY-  IN/PUTNAM
 KA0596  COUNTRY     -  US
 KA0596  USGS QUAD   -  GREENCASTLE (2019)
 KA0596
 KA0596                         *CURRENT SURVEY CONTROL
 KA0596  ______________________________________________________________________
 KA0596* NAD 83(1986) POSITION- 39 38 35.61   (N) 086 51 11.11   (W)   HD_HELD1
 KA0596* NAVD 88 ORTHO HEIGHT -   265.854 (meters)      872.22  (feet) ADJUSTED
 KA0596  ______________________________________________________________________
 KA0596  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KA0596  DYNAMIC HEIGHT  -        265.704 (meters)      871.73  (feet) COMP
 KA0596  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 KA0596
 KA0596  VERT ORDER      -  SECOND    CLASS 0
 KA0596
 KA0596.The horizontal coordinates were determined by differentially corrected
 KA0596.hand held GPS observations or other comparable positioning techniques
 KA0596.and have an estimated accuracy of +/- 3 meters.
 KA0596
 KA0596.The orthometric height was determined by differential leveling and
 KA0596.adjusted by the NATIONAL GEODETIC SURVEY
 KA0596.in June 1991.
 KA0596
 KA0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0596.GEOID18 height accuracy estimate available here.
 KA0596
 KA0596.Click photographs - Photos may exist for this station.
 KA0596
 KA0596.The dynamic height is computed by dividing the NAVD 88
 KA0596.geopotential number by the normal gravity value computed on the
 KA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0596.degrees latitude (g = 980.6199 gals.).
 KA0596
 KA0596.The modeled gravity was interpolated from observed gravity values.
 KA0596
 KA0596;                    North         East    Units  Estimated Accuracy
 KA0596;SPC IN W     -   487,931.1     919,763.0     MT  (+/- 3 meters HH1 GPS) 
 KA0596
 KA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1260588170(NAD 83)
 KA0596
 KA0596                          SUPERSEDED SURVEY CONTROL
 KA0596
 KA0596  NGVD 29 (??/??/92)  265.964  (m)          872.58   (f) ADJ UNCH    2 0
 KA0596
 KA0596.Superseded values are not recommended for survey control.
 KA0596
 KA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0596.See file dsdata.pdf to determine how the superseded data were derived.
 KA0596
 KA0596_MARKER: DR = REFERENCE MARK DISK
 KA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0596_STAMPING: GREENCASTLE NO 1 1939
 KA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0596+STABILITY: SURFACE MOTION
 KA0596
 KA0596  HISTORY     - Date     Condition        Report By
 KA0596  HISTORY     - 1939     MONUMENTED       CGS
 KA0596  HISTORY     - 1946     GOOD             CGS
 KA0596  HISTORY     - 1957     MARK NOT FOUND   USGS
 KA0596  HISTORY     - 19820321 MARK NOT FOUND   NGS
 KA0596
 KA0596                          STATION DESCRIPTION
 KA0596
 KA0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0596'AT GREENCASTLE.
 KA0596'AT GREENCASTLE, AT THE EAST SIDE OF TOWN NEAR THE CITY WATER
 KA0596'STANDPIPE, AT THE JUNCTION OF WALNUT STREET AND ARLINGTON STREET,
 KA0596'ABOUT 115 FEET NORTHEAST OF THE STANDPIPE, 90.2 FEET NORTHEAST
 KA0596'OF THE STATION MARK, 8 FEET WEST OF A LARGE MULTIPLE-TRUNKED
 KA0596'MAPLE TREE, 54.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 KA0596'TWO-STORY WHITE HOUSE, 90.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 KA0596'OF A WHITE BARN, IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 KA0596'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED GREENCASTLE
 KA0596'NO 1 1939.  NOTE-- IT IS BELIEVED THAT THE MARK IS UNDER A
 KA0596'GRAVEL DRIVEWAY.
 KA0596
 KA0596                          STATION RECOVERY (1957)
 KA0596
 KA0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KA0596'MARK NOT FOUND.
 KA0596
 KA0596                          STATION RECOVERY (1982)
 KA0596
 KA0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KA0596'A THOROUGH SEARCH WAS MADE FOR THIS MOVEMENT, BUT IT PRESUMED
 KA0596'DESTROYED WHEN NEW HOUSE WAS BUILT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0597 ***********************************************************************
 KA0597  DESIGNATION -  GREENCASTLE RM 2
 KA0597  PID         -  KA0597
 KA0597  STATE/COUNTY-  IN/PUTNAM
 KA0597  COUNTRY     -  US
 KA0597  USGS QUAD   -  GREENCASTLE (2019)
 KA0597
 KA0597                         *CURRENT SURVEY CONTROL
 KA0597  ______________________________________________________________________
 KA0597* NAD 83(1986) POSITION- 39 38 35.24   (N) 086 51 13.45   (W)   HD_HELD1
 KA0597* NAVD 88 ORTHO HEIGHT -   266.642 (meters)      874.81  (feet) ADJUSTED
 KA0597  ______________________________________________________________________
 KA0597  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KA0597  DYNAMIC HEIGHT  -        266.491 (meters)      874.31  (feet) COMP
 KA0597  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 KA0597
 KA0597  VERT ORDER      -  SECOND    CLASS 0
 KA0597
 KA0597.The horizontal coordinates were determined by differentially corrected
 KA0597.hand held GPS observations or other comparable positioning techniques
 KA0597.and have an estimated accuracy of +/- 3 meters.
 KA0597
 KA0597.The orthometric height was determined by differential leveling and
 KA0597.adjusted by the NATIONAL GEODETIC SURVEY
 KA0597.in June 1991.
 KA0597
 KA0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0597.GEOID18 height accuracy estimate available here.
 KA0597
 KA0597.Click photographs - Photos may exist for this station.
 KA0597
 KA0597.The dynamic height is computed by dividing the NAVD 88
 KA0597.geopotential number by the normal gravity value computed on the
 KA0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0597.degrees latitude (g = 980.6199 gals.).
 KA0597
 KA0597.The modeled gravity was interpolated from observed gravity values.
 KA0597
 KA0597;                    North         East    Units  Estimated Accuracy
 KA0597;SPC IN W     -   487,919.6     919,707.2     MT  (+/- 3 meters HH1 GPS) 
 KA0597
 KA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1254988158(NAD 83)
 KA0597
 KA0597                          SUPERSEDED SURVEY CONTROL
 KA0597
 KA0597  NGVD 29 (??/??/92)  266.752  (m)          875.17   (f) ADJ UNCH    2 0
 KA0597
 KA0597.Superseded values are not recommended for survey control.
 KA0597
 KA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0597.See file dsdata.pdf to determine how the superseded data were derived.
 KA0597
 KA0597_MARKER: DR = REFERENCE MARK DISK
 KA0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0597_SP_SET: SIDEWALK
 KA0597_STAMPING: GREENCASTLE NO 2 1939
 KA0597_MARK LOGO: CGS
 KA0597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0597
 KA0597  HISTORY     - Date     Condition        Report By
 KA0597  HISTORY     - 1939     MONUMENTED       CGS
 KA0597  HISTORY     - 1946     GOOD             CGS
 KA0597  HISTORY     - 19820321 GOOD             NGS
 KA0597  HISTORY     - 20051230 GOOD             GEOCAC
 KA0597
 KA0597                          STATION DESCRIPTION
 KA0597
 KA0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0597'AT GREENCASTLE.
 KA0597'AT GREENCASTLE, AT THE EAST SIDE OF TOWN NEAR THE CITY WATER
 KA0597'STANDPIPE, AT THE JUNCTION OF WALNUT STREET AND ARLINGTON STREET,
 KA0597'88 FEET NORTH OF THE CENTER LINE OF WALNUT STREET, ACROSS
 KA0597'ARLINGTON STREET FROM THE STANDPIPE, 17 FEET WEST OF THE CENTER
 KA0597'LINE OF ARLINGTON STREET, 30 FEET SOUTHEAST OF THE SOUTHEAST
 KA0597'CORNER OF THE PORCH OF THE HOUSE AT NUMBER 12 ARLINGTON STREET,
 KA0597'5.3 FEET NORTH OF THE SOUTH END OF A CONCRETE SIDEWALK, SET IN
 KA0597'THE EAST EDGE OF THE SIDEWALK ABOUT LEVEL WITH THE STREET.  A
 KA0597'STANDARD REFERENCE-MARK DISK, STAMPED GREENCASTLE NO 2 1939.
 KA0597
 KA0597                          STATION RECOVERY (1982)
 KA0597
 KA0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KA0597'RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE WATER STANDPIPE NO
 KA0597'LONGER THERE.
 KA0597
 KA0597                          STATION RECOVERY (2005)
 KA0597
 KA0597'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2066 ***********************************************************************
 LA2066  DESIGNATION -  GREENE
 LA2066  PID         -  LA2066
 LA2066  STATE/COUNTY-  IN/JAY
 LA2066  COUNTRY     -  US
 LA2066  USGS QUAD   -  PENNVILLE (2019)
 LA2066
 LA2066                         *CURRENT SURVEY CONTROL
 LA2066  ______________________________________________________________________
 LA2066* NAD 83(1997) POSITION- 40 23 34.31249(N) 085 09 01.82088(W)   ADJUSTED
 LA2066* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 LA2066  ______________________________________________________________________
 LA2066  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 LA2066  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 LA2066  HORZ ORDER      -  THIRD
 LA2066
 LA2066.The horizontal coordinates were established by classical geodetic methods
 LA2066.and adjusted by the National Geodetic Survey in May 1999.
 LA2066
 LA2066.The orthometric height was scaled from a topographic map.
 LA2066
 LA2066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2066.GEOID18 height accuracy estimate available here.
 LA2066
 LA2066.Click photographs - Photos may exist for this station.
 LA2066
 LA2066.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2066
 LA2066. The following values were computed from the NAD 83(1997) position.
 LA2066
 LA2066;                    North         East     Units Scale Factor Converg.
 LA2066;SPC IN E     -   571,267.157   143,821.965   MT  0.99999030   +0 20 04.2
 LA2066;SPC IN E     - 1,874,232.33    471,855.90   sFT  0.99999030   +0 20 04.2
 LA2066;UTM  16      - 4,473,004.876   656,968.228   MT  0.99990330   +1 11 55.5
 LA2066
 LA2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2066!SPC IN E     -   0.99995983  x   0.99999030  =   0.99995013
 LA2066!UTM  16      -   0.99995983  x   0.99990330  =   0.99986314
 LA2066
 LA2066:                Primary Azimuth Mark                     Grid Az
 LA2066:SPC IN E     -  GREENE AZ MK                             180 49 46.7
 LA2066:UTM  16      -  GREENE AZ MK                             179 57 55.4
 LA2066
 LA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5696873004(NAD 83)
 LA2066
 LA2066|---------------------------------------------------------------------|
 LA2066| PID    Reference Object                     Distance      Geod. Az  |
 LA2066|                                                           dddmmss.s |
 LA2066| CC9271 GREENE RM 1                          30.123 METERS 02154     |
 LA2066| CC9272 GREENE RM 2                          28.392 METERS 11814     |
 LA2066| CC9270 GREENE AZ MK                                       1810950.9 |
 LA2066|---------------------------------------------------------------------|
 LA2066
 LA2066                          SUPERSEDED SURVEY CONTROL
 LA2066
 LA2066  NAD 83(1995)-  40 23 34.31268(N)    085 09 01.82601(W) AD(       ) 3
 LA2066  NAD 83(1986)-  40 23 34.31541(N)    085 09 01.83353(W) AD(       ) 3
 LA2066  NAD 27      -  40 23 34.15110(N)    085 09 01.93810(W) AD(       ) 3
 LA2066
 LA2066.Superseded values are not recommended for survey control.
 LA2066
 LA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2066.See file dsdata.pdf to determine how the superseded data were derived.
 LA2066
 LA2066_MARKER: DS = TRIANGULATION STATION DISK
 LA2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2066_STAMPING: GREENE 1955
 LA2066_MARK LOGO: CGS
 LA2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2066+STABILITY: SURFACE MOTION
 LA2066
 LA2066  HISTORY     - Date     Condition        Report By
 LA2066  HISTORY     - 1955     MONUMENTED       CGS
 LA2066
 LA2066                          STATION DESCRIPTION
 LA2066
 LA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2066'THE STATION IS 6-1/2 MILES SOUTH OF PENNVILLE, 2-1/2 MILES NORTH OF
 LA2066'RED KEY, 117 FEET SOUTH OF THE
 LA2066'CENTER OF A GRAVELED ROAD, 60 FEET WEST OF THE CENTER OF STATE
 LA2066'HIGHWAY 1, 40 FEET EAST OF A
 LA2066'FENCE AND 1 FOOT NORTH OF A 4 BY 4 INCH WHITE WITNESS POST.
 LA2066'
 LA2066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 1 IN
 LA2066'THE NORTH EDGE OF RED KEY,
 LA2066'GO NORTH ON HIGHWAY 1 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 LA2066'AS DESCRIBED, CONTINUE ON THE
 LA2066'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT.
 LA2066'
 LA2066'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GREENE
 LA2066'1955.
 LA2066'
 LA2066'REFERENCE MARK 1 IS 43 FEET WEST OF THE CENTER OF THE HIGHWAY, 21
 LA2066'FEET SOUTH OF THE CENTER OF
 LA2066'THE GRAVELED ROAD AND 1 FOOT SOUTHWEST OF A RIGHT-OF-WAY MARKER POST.
 LA2066'THE MARK PROJECTS 5 INCHES, AND
 LA2066'THE DISK IS STAMPED GREENE NO 1 1955.
 LA2066'
 LA2066'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1
 LA2066'FOOT WEST OF A FENCE.  THE
 LA2066'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GREENE NO 2 1955.
 LA2066'
 LA2066'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 10
 LA2066'FEET NORTHWEST OF AN 18-INCH
 LA2066'MAPLE TREE, 2 FEET EAST OF A FENCE AND 2 FEET NORTHEAST OF A 4 BY 4
 LA2066'INCH WHITE WITNESS POST.  THE MARK
 LA2066'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GREENE
 LA2066'1955.
 LA2066'
 LA2066'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3392 ***********************************************************************
 JZ3392  DESIGNATION -  GREENFIELD HANCOCK CO CH TWR
 JZ3392  PID         -  JZ3392
 JZ3392  STATE/COUNTY-  IN/HANCOCK
 JZ3392  COUNTRY     -  US
 JZ3392  USGS QUAD   -  GREENFIELD (2019)
 JZ3392
 JZ3392                         *CURRENT SURVEY CONTROL
 JZ3392  ______________________________________________________________________
 JZ3392* NAD 83(1997) POSITION- 39 47 05.06432(N) 085 46 07.77989(W)   ADJUSTED
 JZ3392  ______________________________________________________________________
 JZ3392  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ3392  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 JZ3392  HORZ ORDER      -  THIRD
 JZ3392
 JZ3392.The horizontal coordinates were established by classical geodetic methods
 JZ3392.and adjusted by the National Geodetic Survey in May 1999.
 JZ3392
 JZ3392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3392.GEOID18 height accuracy estimate available here.
 JZ3392
 JZ3392.Click photographs - Photos may exist for this station.
 JZ3392
 JZ3392.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3392
 JZ3392. The following values were computed from the NAD 83(1997) position.
 JZ3392
 JZ3392;                    North         East     Units Scale Factor Converg.
 JZ3392;SPC IN E     -   503,622.566    91,249.030   MT  0.99996761   -0 03 55.3
 JZ3392;SPC IN E     - 1,652,301.70    299,372.86   sFT  0.99996761   -0 03 55.3
 JZ3392;UTM  16      - 4,404,590.780   605,423.233   MT  0.99973683   +0 47 16.5
 JZ3392
 JZ3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0542304590(NAD 83)
 JZ3392
 JZ3392                          SUPERSEDED SURVEY CONTROL
 JZ3392
 JZ3392  NAD 83(1986)-  39 47 05.06270(N)    085 46 07.79610(W) AD(       ) 3
 JZ3392  NAD 27      -  39 47 04.91300(N)    085 46 07.87300(W) AD(       ) 3
 JZ3392
 JZ3392.Superseded values are not recommended for survey control.
 JZ3392
 JZ3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3392.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3392
 JZ3392_MARKER: 55 = TOWER
 JZ3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3392+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ3392
 JZ3392  HISTORY     - Date     Condition        Report By
 JZ3392  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3392  HISTORY     - 20030713 GOOD             GEOCAC
 JZ3392  HISTORY     - 20090203 GOOD             IN-059
 JZ3392
 JZ3392                          STATION DESCRIPTION
 JZ3392
 JZ3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3392'THIS STATION IS THE TOWER ON THE HANCOCK COUNTY COURTHOUSE IN
 JZ3392'GREENFIELD. IT IS LOCATED IN THE APPROXIMATE CENTER OF
 JZ3392'GREENFIELD ON THE S SIDE OF MAIN STREET, THE W SIDE OF EAST STREET,
 JZ3392'THE N SIDE OF SOUTH STREET AND ON THE E SIDE OF STATE STREET.
 JZ3392'THE BUILDING WAS ERECTED IN 1896 AND IS QUITE PROMINENT.
 JZ3392'
 JZ3392'THE TOWER IS CONSTRUCTED OF LARGE STONE BLOCKS AND IS ABOUT 80 FEET
 JZ3392'HIGH AND HAS A CLOCK DIAL ON ALL FOUR SIDES, ON THIS THERE ARE
 JZ3392'FOUR SMALL TURRETS ONE ON EACH CORNER AND IN THE CENTER THERE IS A
 JZ3392'SMALLER TOWER ABOUT 30 FEET HIGH WITH A SMALL SPIRE AT ITS
 JZ3392'APEX. THE TOTAL HEIGHT IS ABOUT 160 FEET.
 JZ3392
 JZ3392                          STATION RECOVERY (2003)
 JZ3392
 JZ3392'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3392'RECOVERED IN GOOD CONDITION.
 JZ3392
 JZ3392                          STATION RECOVERY (2009)
 JZ3392
 JZ3392'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1845 ***********************************************************************
 JZ1845  DESIGNATION -  GREENSBURG
 JZ1845  PID         -  JZ1845
 JZ1845  STATE/COUNTY-  IN/DECATUR
 JZ1845  COUNTRY     -  US
 JZ1845  USGS QUAD   -  GREENSBURG (2019)
 JZ1845
 JZ1845                         *CURRENT SURVEY CONTROL
 JZ1845  ______________________________________________________________________
 JZ1845* NAD 83(1997) POSITION- 39 19 59.90863(N) 085 28 26.30672(W)   ADJUSTED
 JZ1845* NAVD 88 ORTHO HEIGHT -   290.128 (meters)      951.86  (feet) ADJUSTED
 JZ1845  ______________________________________________________________________
 JZ1845  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1845  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 JZ1845  DYNAMIC HEIGHT  -        289.946 (meters)      951.26  (feet) COMP
 JZ1845  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 JZ1845
 JZ1845  HORZ ORDER      -  FIRST
 JZ1845  VERT ORDER      -  FIRST     CLASS II
 JZ1845
 JZ1845.The horizontal coordinates were established by classical geodetic methods
 JZ1845.and adjusted by the National Geodetic Survey in May 1999.
 JZ1845
 JZ1845.The orthometric height was determined by differential leveling and
 JZ1845.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1845.in June 1991.
 JZ1845
 JZ1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1845.GEOID18 height accuracy estimate available here.
 JZ1845
 JZ1845.Click photographs - Photos may exist for this station.
 JZ1845
 JZ1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1845
 JZ1845.The dynamic height is computed by dividing the NAVD 88
 JZ1845.geopotential number by the normal gravity value computed on the
 JZ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1845.degrees latitude (g = 980.6199 gals.).
 JZ1845
 JZ1845.The modeled gravity was interpolated from observed gravity values.
 JZ1845
 JZ1845. The following values were computed from the NAD 83(1997) position.
 JZ1845
 JZ1845;                    North         East     Units Scale Factor Converg.
 JZ1845;SPC IN E     -   453,516.169   116,613.120   MT  0.99997006   +0 07 19.7
 JZ1845;SPC IN E     - 1,487,910.96    382,588.21   sFT  0.99997006   +0 07 19.7
 JZ1845;UTM  16      - 4,354,875.480   631,522.146   MT  0.99981298   +0 58 02.6
 JZ1845
 JZ1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1845!SPC IN E     -   0.99995984  x   0.99997006  =   0.99992990
 JZ1845!UTM  16      -   0.99995984  x   0.99981298  =   0.99977283
 JZ1845
 JZ1845:                Primary Azimuth Mark                     Grid Az
 JZ1845:SPC IN E     -  GREENSBURG AZ MK                         038 25 51.2
 JZ1845:UTM  16      -  GREENSBURG AZ MK                         037 35 08.3
 JZ1845
 JZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3152254875(NAD 83)
 JZ1845
 JZ1845|---------------------------------------------------------------------|
 JZ1845| PID    Reference Object                     Distance      Geod. Az  |
 JZ1845|                                                           dddmmss.s |
 JZ1845| CC9273 GREENSBURG AZ MK                                   0383310.9 |
 JZ1845| JZ1846 GREENSBURG RM 1                      32.599 METERS 11943     |
 JZ1845| JZ1847 GREENSBURG RM 2                      28.956 METERS 19148     |
 JZ1845| JZ3348 GREENSBURG ST MARYS CH CROSS        APPROX. 0.6 KM 2862217.2 |
 JZ1845|---------------------------------------------------------------------|
 JZ1845
 JZ1845                          SUPERSEDED SURVEY CONTROL
 JZ1845
 JZ1845  NAD 83(1995)-  39 19 59.90804(N)    085 28 26.30502(W) AD(       ) 1
 JZ1845  NAD 83(1993)-  39 19 59.90898(N)    085 28 26.30806(W) AD(       ) 1
 JZ1845  NAD 83(1986)-  39 19 59.90872(N)    085 28 26.30990(W) AD(       ) 1
 JZ1845  NAD 27      -  39 19 59.72700(N)    085 28 26.42000(W) AD(       ) 1
 JZ1845  NGVD 29 (??/??/92)  290.250  (m)          952.26   (f) ADJ UNCH    1 2
 JZ1845  NGVD 29             290.25   (m)          952.3    (f) LEVELING    3  
 JZ1845
 JZ1845.Superseded values are not recommended for survey control.
 JZ1845
 JZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1845.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1845
 JZ1845_MARKER: DS = TRIANGULATION STATION DISK
 JZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1845_STAMPING: GREENSBURG 1939
 JZ1845_MARK LOGO: CGS
 JZ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1845+STABILITY: SURFACE MOTION
 JZ1845
 JZ1845  HISTORY     - Date     Condition        Report By
 JZ1845  HISTORY     - 1939     MONUMENTED       CGS
 JZ1845  HISTORY     - 1947     GOOD             CGS
 JZ1845  HISTORY     - 1948     GOOD             CGS
 JZ1845  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1845
 JZ1845                          STATION DESCRIPTION
 JZ1845
 JZ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1845'ON THE GROUNDS OF THE CABIN CLUB AT THE EASTERN LIMITS OF GREENSBURG,
 JZ1845'80.5 FEET EAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 37.5
 JZ1845'FEET NORTHEAST OF A LONE MAPLE, AND 1 FOOT SOUTH OF A WIRE FENCE.
 JZ1845'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 JZ1845'
 JZ1845'TO REACH FROM THE GREENSBURG COURTHOUSE, GO SOUTHEAST ON STATE
 JZ1845'HIGHWAY 29 FOR 0.5 MILE TO A GRAVEL STREET TO THE LEFT, TURN
 JZ1845'LEFT AND GO 0.05 MILE TO THE CABIN CLUBHOUSE ON THE RIGHT AND TO
 JZ1845'STATION NEAR THE NORTHEAST CORNER.
 JZ1845'
 JZ1845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1845'DISKS SET IN CONCRETE.
 JZ1845'
 JZ1845'REFERENCE MARK NO.1 IS EAST-SOUTHEAST OF THE STATION, 7 FEET NORTH OF
 JZ1845'A 6-INCH TREE, 1 FOOT WEST OF A WIRE FENCE AND PROJECTS 8 INCHES
 JZ1845'ABOVE GROUND.
 JZ1845'
 JZ1845'REFERENCE MARK NO.2 IS SOUTH OF THE STATION, 75 FEET SOUTH OF THE
 JZ1845'SOUTHWEST CORNER OF THE CABIN CLUBHOUSE, 1 FOOT NORTH OF A
 JZ1845'WIRE FENCE. IT PROJECTS 6 INCHES ABOVE GROUND.
 JZ1845'
 JZ1845'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION, IN TOP
 JZ1845'OF THE SIDEWALK IN FRONT OF THE HOUSE OWNED BY MARY MCEWEN, ON
 JZ1845'THE NORTH SIDE OF MAIN STREET, 1 FOOT NORTH OF THE OUTSIDE OF THE
 JZ1845'SIDEWALK, 27 FEET NORTH OF THE CENTER LINE OF EAST MAIN
 JZ1845'STREET AND 23 FEET EAST OF TELEPHONE POLE 35.
 JZ1845'
 JZ1845'TO REACH AZIMUTH MARK FROM STATION, TURN RIGHT ON GRAVEL STREET AND
 JZ1845'GO 0.25 MILE CROSSING RAILROAD TO EAST MAIN STREET, TURN
 JZ1845'RIGHT AND GO 0.25 MILE TO AZIMUTH MARK IN SIDEWALK ON THE LEFT.
 JZ1845'
 JZ1845'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JZ1845
 JZ1845                          STATION RECOVERY (1947)
 JZ1845
 JZ1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1845'0.6 MI SE FROM GREENSBURG.
 JZ1845'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURT
 JZ1845'HOUSE AT GREENSBURG, AT THE CABIN CLUB, ALONG THE NORTH FENCE
 JZ1845'LINE OF THE BACK YARD OF THE CLUB, 81 FEET NORTHEAST OF THE
 JZ1845'NORTHEAST CORNER OF THE BUILDING, 30.5 FEET NORTH OF A MASONRY
 JZ1845'STONE BAR-B-Q PIT, 93 FEET WEST OF THE NORTHEAST CORNER OF THE
 JZ1845'YARD, 1 FOOT SOUTH OF THE FENCE LINE, AND SET IN THE TOP OF A
 JZ1845'CONCRETE POST PROJECTING 4 INCHES.
 JZ1845
 JZ1845                          STATION RECOVERY (1948)
 JZ1845
 JZ1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ1845'RECOVERED AS DESCRIBED.
 JZ1845
 JZ1845                          STATION RECOVERY (1986)
 JZ1845
 JZ1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1845'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3349 ***********************************************************************
 JZ3349  DESIGNATION -  GREENSBURG CYCLONE FENCE TK
 JZ3349  PID         -  JZ3349
 JZ3349  STATE/COUNTY-  IN/DECATUR
 JZ3349  COUNTRY     -  US
 JZ3349  USGS QUAD   -  GREENSBURG (2019)
 JZ3349
 JZ3349                         *CURRENT SURVEY CONTROL
 JZ3349  ______________________________________________________________________
 JZ3349* NAD 83(1997) POSITION- 39 20 40.26618(N) 085 29 21.64532(W)   ADJUSTED
 JZ3349  ______________________________________________________________________
 JZ3349  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ3349  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JZ3349  HORZ ORDER      -  THIRD
 JZ3349
 JZ3349.The horizontal coordinates were established by classical geodetic methods
 JZ3349.and adjusted by the National Geodetic Survey in May 1999.
 JZ3349
 JZ3349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3349.GEOID18 height accuracy estimate available here.
 JZ3349
 JZ3349.Click photographs - Photos may exist for this station.
 JZ3349
 JZ3349.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3349
 JZ3349. The following values were computed from the NAD 83(1997) position.
 JZ3349
 JZ3349;                    North         East     Units Scale Factor Converg.
 JZ3349;SPC IN E     -   454,758.020   115,285.384   MT  0.99996954   +0 06 44.7
 JZ3349;SPC IN E     - 1,491,985.27    378,232.13   sFT  0.99996954   +0 06 44.7
 JZ3349;UTM  16      - 4,356,097.413   630,176.447   MT  0.99980865   +0 57 28.3
 JZ3349
 JZ3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3017656097(NAD 83)
 JZ3349
 JZ3349                          SUPERSEDED SURVEY CONTROL
 JZ3349
 JZ3349  NAD 83(1995)-  39 20 40.26611(N)    085 29 21.64424(W) AD(       ) 3
 JZ3349  NAD 83(1993)-  39 20 40.26722(N)    085 29 21.64736(W) AD(       ) 3
 JZ3349  NAD 83(1986)-  39 20 40.26644(N)    085 29 21.64904(W) AD(       ) 3
 JZ3349  NAD 27      -  39 20 40.08500(N)    085 29 21.75600(W) AD(       ) 3
 JZ3349
 JZ3349.Superseded values are not recommended for survey control.
 JZ3349
 JZ3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3349.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3349
 JZ3349_MARKER: 53 = ELEVATED TANK
 JZ3349
 JZ3349  HISTORY     - Date     Condition        Report By
 JZ3349  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3349  HISTORY     - 1948     GOOD             CGS
 JZ3349  HISTORY     - 1970     GOOD             NGS
 JZ3349
 JZ3349                          STATION DESCRIPTION
 JZ3349
 JZ3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3349'A TANK BUILT IN 1937, ON THE GROUNDS OF THE CYCLONE FENCE COMPANY IN
 JZ3349'GREENSBURG, INDIANA, ABOUT 100 FEET EAST OF THE MAIN BUILDING, ON
 JZ3349'THE SOUTH SIDE OF THE RAILROAD TRACK LEADING INTO THE PLANT. THE TANK
 JZ3349'HAS FOUR BLACK TRUSSWORK LEGS ABOUT 100 FEET HIGH. THE VERTICAL
 JZ3349'SECTION IS PAINTED BLACK AND IS ABOUT 35 FEET HIGH. THE CONICAL ROOF
 JZ3349'HAS A BLACK BALL AT ITS APEX. TOTAL HEIGHT, ABOUT 135 FEET.
 JZ3349
 JZ3349                          STATION RECOVERY (1948)
 JZ3349
 JZ3349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3349'RECOVERED AS DESCRIBED.
 JZ3349
 JZ3349                          STATION RECOVERY (1970)
 JZ3349
 JZ3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3349'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED WITH THE
 JZ3349'EXCEPTION THAT THE PROPERTY AND TANK ARE NOW OWNED BY THE GARRETT
 JZ3349'GARMENT CORPORATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3347 ***********************************************************************
 JZ3347  DESIGNATION -  GREENSBURG DECATUR CO CTHSE
 JZ3347  PID         -  JZ3347
 JZ3347  STATE/COUNTY-  IN/DECATUR
 JZ3347  COUNTRY     -  US
 JZ3347  USGS QUAD   -  GREENSBURG (2019)
 JZ3347
 JZ3347                         *CURRENT SURVEY CONTROL
 JZ3347  ______________________________________________________________________
 JZ3347* NAD 83(1997) POSITION- 39 20 13.74002(N) 085 28 59.80407(W)   ADJUSTED
 JZ3347  ______________________________________________________________________
 JZ3347  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ3347  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 JZ3347  HORZ ORDER      -  THIRD
 JZ3347
 JZ3347.The horizontal coordinates were established by classical geodetic methods
 JZ3347.and adjusted by the National Geodetic Survey in May 1999.
 JZ3347
 JZ3347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3347.GEOID18 height accuracy estimate available here.
 JZ3347
 JZ3347.Click photographs - Photos may exist for this station.
 JZ3347
 JZ3347.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3347
 JZ3347. The following values were computed from the NAD 83(1997) position.
 JZ3347
 JZ3347;                    North         East     Units Scale Factor Converg.
 JZ3347;SPC IN E     -   453,941.038   115,810.033   MT  0.99996974   +0 06 58.5
 JZ3347;SPC IN E     - 1,489,304.89    379,953.42   sFT  0.99996974   +0 06 58.5
 JZ3347;UTM  16      - 4,355,288.390   630,713.006   MT  0.99981037   +0 57 41.6
 JZ3347
 JZ3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3071355288(NAD 83)
 JZ3347
 JZ3347                          SUPERSEDED SURVEY CONTROL
 JZ3347
 JZ3347  NAD 83(1995)-  39 20 13.74005(N)    085 28 59.80272(W) AD(       ) 3
 JZ3347  NAD 83(1993)-  39 20 13.74115(N)    085 28 59.80579(W) AD(       ) 3
 JZ3347  NAD 83(1986)-  39 20 13.74049(N)    085 28 59.80752(W) AD(       ) 3
 JZ3347  NAD 27      -  39 20 13.56000(N)    085 28 59.91500(W) AD(       ) 3
 JZ3347
 JZ3347.Superseded values are not recommended for survey control.
 JZ3347
 JZ3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3347.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3347
 JZ3347_MARKER: 82 = FINIAL
 JZ3347
 JZ3347  HISTORY     - Date     Condition        Report By
 JZ3347  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3347  HISTORY     - 1948     GOOD             CGS
 JZ3347  HISTORY     - 1970     GOOD             NGS
 JZ3347  HISTORY     - 20041130 GOOD             GEOCAC
 JZ3347
 JZ3347                          STATION DESCRIPTION
 JZ3347
 JZ3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3347'THE FINIAL ON THE DECATUR COUNTY COURTHOUSE IN GREENSBURG, LOCATED IN
 JZ3347'THE APPROXIMATE CENTER OF TOWN. THE BASE OF THE TOWER IS
 JZ3347'CONSTRUCTED OF CEMENT BLOCKS, IS ABOUT 75 FEET HIGH AND HAS A CLOCK
 JZ3347'DIAL ON EACH OF ITS FOUR SIDES NEAR THE TOP. ON THIS TOWER THERE
 JZ3347'IS A GRAY SLATE-COVERED SPIRE ABOUT 25 FEET HIGH WITH A METAL SPIRE
 JZ3347'AT ITS APEX. ABOUT 2  FEET BELOW THE APEX OF THE SPIRE THERE IS
 JZ3347'A SMALL TREE APPROXIMATELY 20 FEET HIGH GROWING OUT OF THE ROOF. THE
 JZ3347'BUILDING WAS ERECTED IN 1853. TOTAL HEIGHT, ABOUT 160 FEET.
 JZ3347
 JZ3347                          STATION RECOVERY (1948)
 JZ3347
 JZ3347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3347'RECOVERED AS DESCRIBED.
 JZ3347
 JZ3347                          STATION RECOVERY (1970)
 JZ3347
 JZ3347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3347'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1939.
 JZ3347
 JZ3347                          STATION RECOVERY (2004)
 JZ3347
 JZ3347'RECOVERY NOTE BY GEOCACHING 2004
 JZ3347'THE TREE IS STILL GROWING ON THE ROOF, AND IS CONSIDERED A TOURIST
 JZ3347'ATTRACTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3346 ***********************************************************************
 JZ3346  DESIGNATION -  GREENSBURG FIRST CHRISTIAN CH
 JZ3346  PID         -  JZ3346
 JZ3346  STATE/COUNTY-  IN/DECATUR
 JZ3346  COUNTRY     -  US
 JZ3346  USGS QUAD   -  GREENSBURG (2019)
 JZ3346
 JZ3346                         *CURRENT SURVEY CONTROL
 JZ3346  ______________________________________________________________________
 JZ3346* NAD 83(1997) POSITION- 39 20 01.94420(N) 085 29 04.73999(W)   ADJUSTED
 JZ3346  ______________________________________________________________________
 JZ3346  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ3346  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 JZ3346  HORZ ORDER      -  THIRD
 JZ3346
 JZ3346.The horizontal coordinates were established by classical geodetic methods
 JZ3346.and adjusted by the National Geodetic Survey in May 1999.
 JZ3346
 JZ3346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3346.GEOID18 height accuracy estimate available here.
 JZ3346
 JZ3346.Click photographs - Photos may exist for this station.
 JZ3346
 JZ3346.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3346
 JZ3346. The following values were computed from the NAD 83(1997) position.
 JZ3346
 JZ3346;                    North         East     Units Scale Factor Converg.
 JZ3346;SPC IN E     -   453,577.035   115,692.562   MT  0.99996970   +0 06 55.3
 JZ3346;SPC IN E     - 1,488,110.66    379,568.01   sFT  0.99996970   +0 06 55.3
 JZ3346;UTM  16      - 4,354,922.752   630,600.937   MT  0.99981001   +0 57 38.2
 JZ3346
 JZ3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3060054922(NAD 83)
 JZ3346
 JZ3346                          SUPERSEDED SURVEY CONTROL
 JZ3346
 JZ3346  NAD 83(1995)-  39 20 01.94324(N)    085 29 04.73807(W) AD(       ) 3
 JZ3346  NAD 83(1993)-  39 20 01.94436(N)    085 29 04.74108(W) AD(       ) 3
 JZ3346  NAD 83(1986)-  39 20 01.94365(N)    085 29 04.74289(W) AD(       ) 3
 JZ3346  NAD 27      -  39 20 01.76000(N)    085 29 04.85000(W) AD(       ) 3
 JZ3346
 JZ3346.Superseded values are not recommended for survey control.
 JZ3346
 JZ3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3346.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3346
 JZ3346_MARKER: 90 = CHURCH SPIRE
 JZ3346
 JZ3346  HISTORY     - Date     Condition        Report By
 JZ3346  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3346
 JZ3346                          STATION DESCRIPTION
 JZ3346
 JZ3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3346'THE SPIRE ON THE FIRST CHRISTIAN CHURCH IN GREENSBURG, ERECTED IN
 JZ3346'1870 AND LOCATED AT THE CORNER OF HENDRICKS AND BROADWAY
 JZ3346'STREETS. THE GRAY, SLATE-COVERED SPIRE IS ABOUT 25 FEET HIGH, WITH A
 JZ3346'SMALL BALL AT ITS APEX, AND HAS FOR ITS BASE A SQUARE CEMENT-BLOCK
 JZ3346'TOWER ABOUT 75 FEET HIGH. TOTAL HEIGHT, ABOUT 100 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3351 ***********************************************************************
 JZ3351  DESIGNATION -  GREENSBURG MUN TANK
 JZ3351  PID         -  JZ3351
 JZ3351  STATE/COUNTY-  IN/DECATUR
 JZ3351  COUNTRY     -  US
 JZ3351  USGS QUAD   -  GREENSBURG (2019)
 JZ3351
 JZ3351                         *CURRENT SURVEY CONTROL
 JZ3351  ______________________________________________________________________
 JZ3351* NAD 83(1997) POSITION- 39 20 08.37840(N) 085 29 20.91390(W)   ADJUSTED
 JZ3351  ______________________________________________________________________
 JZ3351  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ3351  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 JZ3351  HORZ ORDER      -  THIRD
 JZ3351
 JZ3351.The horizontal coordinates were established by classical geodetic methods
 JZ3351.and adjusted by the National Geodetic Survey in May 1999.
 JZ3351
 JZ3351.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3351.GEOID18 height accuracy estimate available here.
 JZ3351
 JZ3351.Click photographs - Photos may exist for this station.
 JZ3351
 JZ3351.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3351
 JZ3351. The following values were computed from the NAD 83(1997) position.
 JZ3351
 JZ3351;                    North         East     Units Scale Factor Converg.
 JZ3351;SPC IN E     -   453,774.685   115,304.830   MT  0.99996955   +0 06 45.1
 JZ3351;SPC IN E     - 1,488,759.11    378,295.93   sFT  0.99996955   +0 06 45.1
 JZ3351;UTM  16      - 4,355,114.630   630,210.393   MT  0.99980876   +0 57 28.1
 JZ3351
 JZ3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3021055114(NAD 83)
 JZ3351
 JZ3351                          SUPERSEDED SURVEY CONTROL
 JZ3351
 JZ3351  NAD 83(1995)-  39 20 08.37802(N)    085 29 20.91239(W) AD(       ) 3
 JZ3351  NAD 83(1993)-  39 20 08.37934(N)    085 29 20.91550(W) AD(       ) 3
 JZ3351  NAD 83(1986)-  39 20 08.37869(N)    085 29 20.91735(W) AD(       ) 3
 JZ3351  NAD 27      -  39 20 08.19494(N)    085 29 21.02378(W) AD(       ) 3
 JZ3351
 JZ3351.Superseded values are not recommended for survey control.
 JZ3351
 JZ3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3351.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3351
 JZ3351_MARKER: 53 = ELEVATED TANK
 JZ3351
 JZ3351  HISTORY     - Date     Condition        Report By
 JZ3351  HISTORY     - 1970     FIRST OBSERVED   NGS
 JZ3351
 JZ3351                          STATION DESCRIPTION
 JZ3351
 JZ3351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3351'THE STATION IS THE FINIAL KNOB ATOP THE GREENSBURG, MUNICIPAL
 JZ3351'WATER TANK THAT IS LOCATED NEAR THE INTERSECTION OF NORTH
 JZ3351'IRELAND STREET AND WEST MAIN STREET AND JUST NORTH OF THE
 JZ3351'RAILROAD TRACKS IN THE CENTRAL SECTION OF GREENSBURG.  THE TANK IS
 JZ3351'SPHERICAL IN SHAPE, SUPPORTED BY EIGHT TUBULAR STEEL LEGS AND
 JZ3351'IS PAINTED ALUMINUM IN COLOR.  IT IS 155 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3354 ***********************************************************************
 JZ3354  DESIGNATION -  GREENSBURG RAD STA WTRE MAST
 JZ3354  PID         -  JZ3354
 JZ3354  STATE/COUNTY-  IN/DECATUR
 JZ3354  COUNTRY     -  US
 JZ3354  USGS QUAD   -  FOREST HILL (2019)
 JZ3354
 JZ3354                         *CURRENT SURVEY CONTROL
 JZ3354  ______________________________________________________________________
 JZ3354* NAD 83(1997) POSITION- 39 19 41.83022(N) 085 30 03.06246(W)   ADJUSTED
 JZ3354  ______________________________________________________________________
 JZ3354  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ3354  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 JZ3354  HORZ ORDER      -  THIRD
 JZ3354
 JZ3354.The horizontal coordinates were established by classical geodetic methods
 JZ3354.and adjusted by the National Geodetic Survey in May 1999.
 JZ3354
 JZ3354.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3354.GEOID18 height accuracy estimate available here.
 JZ3354
 JZ3354.Click photographs - Photos may exist for this station.
 JZ3354
 JZ3354.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3354
 JZ3354. The following values were computed from the NAD 83(1997) position.
 JZ3354
 JZ3354;                    North         East     Units Scale Factor Converg.
 JZ3354;SPC IN E     -   452,954.065   114,296.957   MT  0.99996918   +0 06 18.3
 JZ3354;SPC IN E     - 1,486,066.79    374,989.27   sFT  0.99996918   +0 06 18.3
 JZ3354;UTM  16      - 4,354,279.367   629,214.897   MT  0.99980558   +0 57 00.9
 JZ3354
 JZ3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2921454279(NAD 83)
 JZ3354
 JZ3354                          SUPERSEDED SURVEY CONTROL
 JZ3354
 JZ3354  NAD 83(1995)-  39 19 41.82995(N)    085 30 03.06085(W) AD(       ) 3
 JZ3354  NAD 83(1993)-  39 19 41.82909(N)    085 30 03.06352(W) AD(       ) 3
 JZ3354  NAD 83(1986)-  39 19 41.83037(N)    085 30 03.06573(W) AD(       ) 3
 JZ3354  NAD 27      -  39 19 41.65918(N)    085 30 03.17315(W) AD(       ) 3
 JZ3354
 JZ3354.Superseded values are not recommended for survey control.
 JZ3354
 JZ3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3354.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3354
 JZ3354_MARKER: 42 = RADIO/TV MAST
 JZ3354
 JZ3354  HISTORY     - Date     Condition        Report By
 JZ3354  HISTORY     - 1970     FIRST OBSERVED   NGS
 JZ3354
 JZ3354                          STATION DESCRIPTION
 JZ3354
 JZ3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3354'THE STATION IS THE RED LIGHT ATOP THE GREENSBURG, RADIO
 JZ3354'STATION WTRE MAST THAT IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST
 JZ3354'OF THE CENTER OF THE CITY OF GREENSBURG AND 1 MILE SOUTH OF
 JZ3354'STATE HIGHWAYS 3 AND 46.  THE MAST IS TRIANGULAR IN CROSS
 JZ3354'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 JZ3354'AND IS 312 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1846 ***********************************************************************
 JZ1846  DESIGNATION -  GREENSBURG RM 1
 JZ1846  PID         -  JZ1846
 JZ1846  STATE/COUNTY-  IN/DECATUR
 JZ1846  COUNTRY     -  US
 JZ1846  USGS QUAD   -  GREENSBURG (2019)
 JZ1846
 JZ1846                         *CURRENT SURVEY CONTROL
 JZ1846  ______________________________________________________________________
 JZ1846* NAD 83(1986) POSITION- 39 19 59.38   (N) 085 28 25.12   (W)   HD_HELD1
 JZ1846* NAVD 88 ORTHO HEIGHT -   289.386 (meters)      949.43  (feet) ADJUSTED
 JZ1846  ______________________________________________________________________
 JZ1846  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1846  DYNAMIC HEIGHT  -        289.205 (meters)      948.83  (feet) COMP
 JZ1846  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 JZ1846
 JZ1846  VERT ORDER      -  FIRST     CLASS II
 JZ1846
 JZ1846.The horizontal coordinates were determined by differentially corrected
 JZ1846.hand held GPS observations or other comparable positioning techniques
 JZ1846.and have an estimated accuracy of +/- 3 meters.
 JZ1846
 JZ1846.The orthometric height was determined by differential leveling and
 JZ1846.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1846.in June 1991.
 JZ1846
 JZ1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1846.GEOID18 height accuracy estimate available here.
 JZ1846
 JZ1846.Click photographs - Photos may exist for this station.
 JZ1846
 JZ1846.The dynamic height is computed by dividing the NAVD 88
 JZ1846.geopotential number by the normal gravity value computed on the
 JZ1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1846.degrees latitude (g = 980.6199 gals.).
 JZ1846
 JZ1846.The modeled gravity was interpolated from observed gravity values.
 JZ1846
 JZ1846;                    North         East    Units  Estimated Accuracy
 JZ1846;SPC IN E     -   453,499.9     116,641.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1846
 JZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3155054859(NAD 83)
 JZ1846
 JZ1846                          SUPERSEDED SURVEY CONTROL
 JZ1846
 JZ1846  NGVD 29 (??/??/92)  289.508  (m)          949.83   (f) ADJ UNCH    1 2
 JZ1846
 JZ1846.Superseded values are not recommended for survey control.
 JZ1846
 JZ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1846.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1846
 JZ1846_MARKER: DR = REFERENCE MARK DISK
 JZ1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1846_STAMPING: GREENSBURG NO 1 1939
 JZ1846_MARK LOGO: CGS
 JZ1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1846+STABILITY: SURFACE MOTION
 JZ1846
 JZ1846  HISTORY     - Date     Condition        Report By
 JZ1846  HISTORY     - 1939     MONUMENTED       CGS
 JZ1846  HISTORY     - 1947     GOOD             CGS
 JZ1846  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1846
 JZ1846                          STATION DESCRIPTION
 JZ1846
 JZ1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1846'0.6 MI SE FROM GREENSBURG.
 JZ1846'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURT
 JZ1846'HOUSE AT GREENSBURG, AT THE CABIN CLUB, ALONG THE EAST FENCE LINE
 JZ1846'OF THE BACK YARD OF THE CLUB, 169 FEET EAST OF THE NORTHEAST
 JZ1846'CORNER OF THE BUILDING, 52 FEET SOUTH OF THE NORTHEAST CORNER
 JZ1846'OF THE YARD, 79 FEET NORTH OF THE SOUTHEAST CORNER OF THE YARD,
 JZ1846'1 FOOT WEST OF THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 JZ1846'POST PROJECTING 6 INCHES.
 JZ1846
 JZ1846                          STATION RECOVERY (1986)
 JZ1846
 JZ1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1846'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1847 ***********************************************************************
 JZ1847  DESIGNATION -  GREENSBURG RM 2
 JZ1847  PID         -  JZ1847
 JZ1847  STATE/COUNTY-  IN/DECATUR
 JZ1847  COUNTRY     -  US
 JZ1847  USGS QUAD   -  GREENSBURG (2019)
 JZ1847
 JZ1847                         *CURRENT SURVEY CONTROL
 JZ1847  ______________________________________________________________________
 JZ1847* NAD 83(1986) POSITION- 39 19 58.99   (N) 085 28 26.55   (W)   HD_HELD1
 JZ1847* NAVD 88 ORTHO HEIGHT -   290.042 (meters)      951.58  (feet) ADJUSTED
 JZ1847  ______________________________________________________________________
 JZ1847  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1847  DYNAMIC HEIGHT  -        289.860 (meters)      950.98  (feet) COMP
 JZ1847  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 JZ1847
 JZ1847  VERT ORDER      -  FIRST     CLASS II
 JZ1847
 JZ1847.The horizontal coordinates were determined by differentially corrected
 JZ1847.hand held GPS observations or other comparable positioning techniques
 JZ1847.and have an estimated accuracy of +/- 3 meters.
 JZ1847
 JZ1847.The orthometric height was determined by differential leveling and
 JZ1847.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1847.in June 1991.
 JZ1847
 JZ1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1847.GEOID18 height accuracy estimate available here.
 JZ1847
 JZ1847.Click photographs - Photos may exist for this station.
 JZ1847
 JZ1847.The dynamic height is computed by dividing the NAVD 88
 JZ1847.geopotential number by the normal gravity value computed on the
 JZ1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1847.degrees latitude (g = 980.6199 gals.).
 JZ1847
 JZ1847.The modeled gravity was interpolated from observed gravity values.
 JZ1847
 JZ1847;                    North         East    Units  Estimated Accuracy
 JZ1847;SPC IN E     -   453,487.8     116,607.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1847
 JZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3151654847(NAD 83)
 JZ1847
 JZ1847                          SUPERSEDED SURVEY CONTROL
 JZ1847
 JZ1847  NGVD 29 (??/??/92)  290.164  (m)          951.98   (f) ADJ UNCH    1 2
 JZ1847
 JZ1847.Superseded values are not recommended for survey control.
 JZ1847
 JZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1847.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1847
 JZ1847_MARKER: DR = REFERENCE MARK DISK
 JZ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1847_STAMPING: GREENSBURG NO 2 1939
 JZ1847_MARK LOGO: CGS
 JZ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1847+STABILITY: SURFACE MOTION
 JZ1847
 JZ1847  HISTORY     - Date     Condition        Report By
 JZ1847  HISTORY     - 1939     MONUMENTED       CGS
 JZ1847  HISTORY     - 1947     GOOD             CGS
 JZ1847  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1847
 JZ1847                          STATION DESCRIPTION
 JZ1847
 JZ1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1847'0.6 MI SE FROM GREENSBURG.
 JZ1847'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE COURT
 JZ1847'HOUSE AT GREENSBURG, AT THE CABIN CLUB, ALONG THE SOUTH FENCE
 JZ1847'LINE OF THE BACK YARD OF THE CLUB, 83.5 FEET SOUTHEAST OF THE
 JZ1847'SOUTHEAST CORNER OF THE CLUB, 116 FEET WEST OF THE SOUTHEAST
 JZ1847'CORNER OF THE YARD, 61 FEET SOUTH OF A MASONRY STONE BAR-B.Q
 JZ1847'PIT, 1 FOOT NORTH OF THE FENCE LINE, AND SET IN THE TOP OF A
 JZ1847'CONCRETE POST PROJECTING 4 INCHES.
 JZ1847
 JZ1847                          STATION RECOVERY (1986)
 JZ1847
 JZ1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1847'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3348 ***********************************************************************
 JZ3348  DESIGNATION -  GREENSBURG ST MARYS CH CROSS
 JZ3348  PID         -  JZ3348
 JZ3348  STATE/COUNTY-  IN/DECATUR
 JZ3348  COUNTRY     -  US
 JZ3348  USGS QUAD   -  GREENSBURG (2019)
 JZ3348
 JZ3348                         *CURRENT SURVEY CONTROL
 JZ3348  ______________________________________________________________________
 JZ3348* NAD 83(1997) POSITION- 39 20 05.82263(N) 085 28 52.23324(W)   ADJUSTED
 JZ3348  ______________________________________________________________________
 JZ3348  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ3348  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 JZ3348  HORZ ORDER      -  THIRD
 JZ3348
 JZ3348.The horizontal coordinates were established by classical geodetic methods
 JZ3348.and adjusted by the National Geodetic Survey in May 1999.
 JZ3348
 JZ3348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3348.GEOID18 height accuracy estimate available here.
 JZ3348
 JZ3348.Click photographs - Photos may exist for this station.
 JZ3348
 JZ3348.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3348
 JZ3348. The following values were computed from the NAD 83(1997) position.
 JZ3348
 JZ3348;                    North         East     Units Scale Factor Converg.
 JZ3348;SPC IN E     -   453,697.248   115,991.836   MT  0.99996981   +0 07 03.3
 JZ3348;SPC IN E     - 1,488,505.05    380,549.88   sFT  0.99996981   +0 07 03.3
 JZ3348;UTM  16      - 4,355,047.347   630,898.357   MT  0.99981097   +0 57 46.3
 JZ3348
 JZ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3089855047(NAD 83)
 JZ3348
 JZ3348                          SUPERSEDED SURVEY CONTROL
 JZ3348
 JZ3348  NAD 83(1995)-  39 20 05.82191(N)    085 28 52.23134(W) AD(       ) 3
 JZ3348  NAD 83(1993)-  39 20 05.82281(N)    085 28 52.23428(W) AD(       ) 3
 JZ3348  NAD 83(1986)-  39 20 05.82252(N)    085 28 52.23614(W) AD(       ) 3
 JZ3348  NAD 27      -  39 20 05.64100(N)    085 28 52.34300(W) AD(       ) 3
 JZ3348
 JZ3348.Superseded values are not recommended for survey control.
 JZ3348
 JZ3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3348.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3348
 JZ3348_MARKER: 91 = CHURCH CROSS
 JZ3348
 JZ3348  HISTORY     - Date     Condition        Report By
 JZ3348  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3348
 JZ3348                          STATION DESCRIPTION
 JZ3348
 JZ3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3348'A SPIRE ON ST. MARYS CHURCH, IN GREENSBURG, INDIANA. THE CHURCH AND
 JZ3348'TOWER ARE CONSTRUCTED OF RED BRICK. THE TOWER IS ABOUT 60 FEET
 JZ3348'HIGH WITH A LEDGE AROUND ITS TOP. ON THIS THERE IS A TALL GRAY,
 JZ3348'SLATE-SHINGLED SPIRE ABOUT 30 FEET HIGH WITH A LARGE CROSS AT
 JZ3348'ITS APEX. TOTAL HEIGHT ABOUT 90 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2166 ***********************************************************************
 LA2166  DESIGNATION -  GREENTOWN
 LA2166  PID         -  LA2166
 LA2166  STATE/COUNTY-  IN/HOWARD
 LA2166  COUNTRY     -  US
 LA2166  USGS QUAD   -  GREENTOWN (2019)
 LA2166
 LA2166                         *CURRENT SURVEY CONTROL
 LA2166  ______________________________________________________________________
 LA2166* NAD 83(1997) POSITION- 40 28 48.36592(N) 085 57 36.21740(W)   ADJUSTED
 LA2166* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LA2166  ______________________________________________________________________
 LA2166  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LA2166  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 LA2166  HORZ ORDER      -  THIRD
 LA2166
 LA2166.The horizontal coordinates were established by classical geodetic methods
 LA2166.and adjusted by the National Geodetic Survey in May 1999.
 LA2166
 LA2166.The orthometric height was scaled from a topographic map.
 LA2166
 LA2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2166.GEOID18 height accuracy estimate available here.
 LA2166
 LA2166.Click photographs - Photos may exist for this station.
 LA2166
 LA2166.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2166
 LA2166. The following values were computed from the NAD 83(1997) position.
 LA2166
 LA2166;                    North         East     Units Scale Factor Converg.
 LA2166;SPC IN E     -   580,867.335    75,123.135   MT  0.99997428   -0 11 25.7
 LA2166;SPC IN E     - 1,905,728.91    246,466.49   sFT  0.99997428   -0 11 25.7
 LA2166;UTM  16      - 4,481,565.355   588,144.895   MT  0.99969564   +0 40 30.6
 LA2166
 LA2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2166!SPC IN E     -   0.99996447  x   0.99997428  =   0.99993875
 LA2166!UTM  16      -   0.99996447  x   0.99969564  =   0.99966012
 LA2166
 LA2166:                Primary Azimuth Mark                     Grid Az
 LA2166:SPC IN E     -  GREENTOWN AZ MK                          048 53 44.1
 LA2166:UTM  16      -  GREENTOWN AZ MK                          048 01 47.8
 LA2166
 LA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8814481565(NAD 83)
 LA2166
 LA2166|---------------------------------------------------------------------|
 LA2166| PID    Reference Object                     Distance      Geod. Az  |
 LA2166|                                                           dddmmss.s |
 LA2166| LA2167 GREENTOWN MUNICIPAL TANK 1954        71.170 METERS 02149     |
 LA2166| CC9274 GREENTOWN AZ MK                                    0484218.4 |
 LA2166| CC9275 GREENTOWN RM 1                       31.102 METERS 25844     |
 LA2166| CC9276 GREENTOWN RM 2                       26.950 METERS 34247     |
 LA2166|---------------------------------------------------------------------|
 LA2166
 LA2166                          SUPERSEDED SURVEY CONTROL
 LA2166
 LA2166  NAD 83(1986)-  40 28 48.36968(N)    085 57 36.22945(W) AD(       ) 3
 LA2166  NAD 27      -  40 28 48.23110(N)    085 57 36.27970(W) AD(       ) 3
 LA2166
 LA2166.Superseded values are not recommended for survey control.
 LA2166
 LA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2166.See file dsdata.pdf to determine how the superseded data were derived.
 LA2166
 LA2166_MARKER: DS = TRIANGULATION STATION DISK
 LA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2166_STAMPING: GREENTOWN 1954
 LA2166_MARK LOGO: CGS
 LA2166_PROJECTION: FLUSH
 LA2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2166+STABILITY: SURFACE MOTION
 LA2166
 LA2166  HISTORY     - Date     Condition        Report By
 LA2166  HISTORY     - 1954     MONUMENTED       CGS
 LA2166
 LA2166                          STATION DESCRIPTION
 LA2166
 LA2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2166'STATION IS LOCATED IN THE NORTHEAST SECTION OF GREENTOWN AND ON CITY
 LA2166'PROPERTY.
 LA2166'
 LA2166'IT IS 245 FEET WEST OF THE INTERSECTION OF E. COVALT STREET AND E. TOM
 LA2166'STREET, 40 FEET NORTH OF THE CENTER OF E.  TOM STREET, 30 FEET WEST OF
 LA2166'THE CENTER OF A GRAVEL DRIVEWAY AND 16 FEET NORTH OF A WHITE WITNESS
 LA2166'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GREENTOWN 1954.
 LA2166'
 LA2166'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF E. TOM STREET,
 LA2166'15 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY AND 4 FEET NORTH OF A
 LA2166'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GREENTOWN
 LA2166'NO 1 1954.
 LA2166'
 LA2166'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE CENTER OF A GRAVEL
 LA2166'DRIVEWAY AND 36 FEET SOUTHEAST OF A POWER LINE POLE.  THE MARK IS
 LA2166'FLUSH AND THE DISK IS STAMPED GREENTOWN NO 2 1954.
 LA2166'
 LA2166'AZIMUTH MARK IS 150 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 LA2166'27 FEET SOUTH OF THE CENTER OF E. PAYTON STREET, 22 FEET WEST OF THE
 LA2166'CENTER OF N. MAPLE STREET AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 LA2166'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GREENTOWN 1954.
 LA2166'
 LA2166'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON E. TOM STREET
 LA2166'FOR 0.2 MILE TO THE JUNCTION OF N. MAPLE STREET, TURN LEFT AND GO
 LA2166'NORTH ON N. MAPLE STREET FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 LA2166'DESCRIBED.
 LA2166'
 LA2166'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2167 ***********************************************************************
 LA2167  DESIGNATION -  GREENTOWN MUNICIPAL TANK 1954
 LA2167  PID         -  LA2167
 LA2167  STATE/COUNTY-  IN/HOWARD
 LA2167  COUNTRY     -  US
 LA2167  USGS QUAD   -  GREENTOWN (2019)
 LA2167
 LA2167                         *CURRENT SURVEY CONTROL
 LA2167  ______________________________________________________________________
 LA2167* NAD 83(1997) POSITION- 40 28 50.50792(N) 085 57 35.09424(W)   ADJUSTED
 LA2167  ______________________________________________________________________
 LA2167  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LA2167  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 LA2167  HORZ ORDER      -  THIRD
 LA2167
 LA2167.The horizontal coordinates were established by classical geodetic methods
 LA2167.and adjusted by the National Geodetic Survey in May 1999.
 LA2167
 LA2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2167.GEOID18 height accuracy estimate available here.
 LA2167
 LA2167.Click photographs - Photos may exist for this station.
 LA2167
 LA2167.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2167
 LA2167. The following values were computed from the NAD 83(1997) position.
 LA2167
 LA2167;                    North         East     Units Scale Factor Converg.
 LA2167;SPC IN E     -   580,933.317    75,149.808   MT  0.99997427   -0 11 25.0
 LA2167;SPC IN E     - 1,905,945.39    246,554.00   sFT  0.99997427   -0 11 25.0
 LA2167;UTM  16      - 4,481,631.713   588,170.561   MT  0.99969569   +0 40 31.3
 LA2167
 LA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8817081631(NAD 83)
 LA2167
 LA2167                          SUPERSEDED SURVEY CONTROL
 LA2167
 LA2167  NAD 83(1986)-  40 28 50.51167(N)    085 57 35.10630(W) AD(       ) 3
 LA2167  NAD 27      -  40 28 50.37300(N)    085 57 35.15700(W) AD(       ) 3
 LA2167
 LA2167.Superseded values are not recommended for survey control.
 LA2167
 LA2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2167.See file dsdata.pdf to determine how the superseded data were derived.
 LA2167
 LA2167_MARKER: 53 = ELEVATED TANK
 LA2167
 LA2167  HISTORY     - Date     Condition        Report By
 LA2167  HISTORY     - 1954     FIRST OBSERVED   CGS
 LA2167
 LA2167                          STATION DESCRIPTION
 LA2167
 LA2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2167'STATION IS THE CENTER OF THE BASE OF THE GREENTOWN MUNI. WATER
 LA2167'TANK LOCATED IN
 LA2167'THE NORTHEAST SECTION OF GREENTOWN.  IT IS A STEEL TANK SUPPORTED BY
 LA2167'A 4 LEGGED STEEL STRUCTURE, IS
 LA2167'ABOUT 100 FEET HIGH AND PAINTED SILVER.
 LA2167'
 LA2167'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GREENTOWN
 LA2167'AND THE DISTANCE IS 233.5 FEET
 LA2167'(71.17 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2295 ***********************************************************************
 HZ2295  DESIGNATION -  GREENVILLE
 HZ2295  PID         -  HZ2295
 HZ2295  STATE/COUNTY-  IN/FLOYD
 HZ2295  COUNTRY     -  US
 HZ2295  USGS QUAD   -  GEORGETOWN (2019)
 HZ2295
 HZ2295                         *CURRENT SURVEY CONTROL
 HZ2295  ______________________________________________________________________
 HZ2295* NAD 83(1997) POSITION- 38 22 20.97394(N) 085 58 59.87611(W)   ADJUSTED
 HZ2295* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 HZ2295  ______________________________________________________________________
 HZ2295  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 HZ2295  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 HZ2295  HORZ ORDER      -  THIRD
 HZ2295
 HZ2295.The horizontal coordinates were established by classical geodetic methods
 HZ2295.and adjusted by the National Geodetic Survey in May 1999.
 HZ2295
 HZ2295.The orthometric height was scaled from a topographic map.
 HZ2295
 HZ2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2295.GEOID18 height accuracy estimate available here.
 HZ2295
 HZ2295.Click photographs - Photos may exist for this station.
 HZ2295
 HZ2295.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2295
 HZ2295. The following values were computed from the NAD 83(1997) position.
 HZ2295
 HZ2295;                    North         East     Units Scale Factor Converg.
 HZ2295;SPC IN E     -   346,886.806    72,331.558   MT  0.99997609   -0 11 47.6
 HZ2295;SPC IN E     - 1,138,077.80    237,307.79   sFT  0.99997609   -0 11 47.6
 HZ2295;UTM  16      - 4,247,634.357   588,811.320   MT  0.99969713   +0 37 52.2
 HZ2295
 HZ2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2295!SPC IN E     -   0.99996226  x   0.99997609  =   0.99993835
 HZ2295!UTM  16      -   0.99996226  x   0.99969713  =   0.99965941
 HZ2295
 HZ2295:                Primary Azimuth Mark                     Grid Az
 HZ2295:SPC IN E     -  GREENVILLE AZ MK                         346 16 10.8
 HZ2295:UTM  16      -  GREENVILLE AZ MK                         345 26 31.0
 HZ2295
 HZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8881147634(NAD 83)
 HZ2295
 HZ2295|---------------------------------------------------------------------|
 HZ2295| PID    Reference Object                     Distance      Geod. Az  |
 HZ2295|                                                           dddmmss.s |
 HZ2295| CG7936 GREENVILLE RM 1                      24.655 METERS 03430     |
 HZ2295| CG7937 GREENVILLE RM 2                      33.507 METERS 27848     |
 HZ2295| CG7935 GREENVILLE AZ MK                                   3460423.2 |
 HZ2295|---------------------------------------------------------------------|
 HZ2295
 HZ2295                          SUPERSEDED SURVEY CONTROL
 HZ2295
 HZ2295  NAD 83(1993)-  38 22 20.97495(N)    085 58 59.87694(W) AD(       ) 3
 HZ2295  NAD 83(1986)-  38 22 20.97807(N)    085 58 59.88258(W) AD(       ) 3
 HZ2295  NAD 27      -  38 22 20.74300(N)    085 58 59.99400(W) AD(       ) 3
 HZ2295
 HZ2295.Superseded values are not recommended for survey control.
 HZ2295
 HZ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2295.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2295
 HZ2295_MARKER: DS = TRIANGULATION STATION DISK
 HZ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2295_STAMPING: GREENVILLE 1947
 HZ2295_MARK LOGO: CGS
 HZ2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2295+STABILITY: SURFACE MOTION
 HZ2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2295+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 HZ2295
 HZ2295  HISTORY     - Date     Condition        Report By
 HZ2295  HISTORY     - 1947     MONUMENTED       CGS
 HZ2295  HISTORY     - 20110712 GOOD             INDNR
 HZ2295
 HZ2295                          STATION DESCRIPTION
 HZ2295
 HZ2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2295'THE STATION IS LOCATED IN THE EAST PART OF THE SMALL SETTLEMENT OF
 HZ2295'GREENVILLE. IT IS ABOUT 150 YARDS NORTH OF STATE H HIGHWAY 150
 HZ2295'AND ON LAND OWNED BY MR. D. HEAD. IT IS ABOUT 100 YARDS NORTH OF MR.
 HZ2295'HEADS HOUSE, 40 FEET NORTH OF A FENCE CORNER AND 6.2 FEET WEST
 HZ2295'OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2295'STAMPED GREENVILLE 1947.
 HZ2295'
 HZ2295'REFERENCE MARK NO. 1 IS 80.88 FEET NORTHEAST OF THE STATION AND 25.7
 HZ2295'FEET SOUTHWEST OF A FENCE CORNER. THE MARK PROJECTS 4
 HZ2295'INCHES, AND THE DISK IS STAMPED GREENVILLE NO 1 1947.
 HZ2295'
 HZ2295'REFERENCE MARK NO. 2 IS 109.93 FEET WEST-NORTHWEST OF THE STATION
 HZ2295'AND 3 FEET NORTH OF A WIRE FENCE. THE MARK PROJECTS 4
 HZ2295'INCHES, AND THE DISK IS STAMPED GREENVILLE NO 2 1947.
 HZ2295'
 HZ2295'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTH OF THE STATION, 18
 HZ2295'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 1.7
 HZ2295'FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2295'DISK IS STAMPED GREENVILLE 1947.
 HZ2295'
 HZ2295'TO REACH THE STATION FROM THE BUS DEPOT IN GREENVILLE, GO EAST ON
 HZ2295'STATE HIGHWAY 150 FOR 0.5 MILE TO THE TOP OFA SMALL HILL AND
 HZ2295'THE RESIDENCE OF MR. HEAD ON THE LEFT. TURN LEFT, NORTH, TO THE
 HZ2295'DRIVEWAY AND GO ABOUT 100 YARDS TO THE TOP OF A SMALL KNOLL AND
 HZ2295'THE STATION.
 HZ2295'
 HZ2295'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DRIVEWAY AND
 HZ2295'THE HIGHWAY, GO WEST ON STATE HIGHWAY 150 FOR 0.15 MILE TO A
 HZ2295'SIDE ROAD ON THE RIGHT. TURN RIGHT, NORTH, AND GO ON THE MAIN GRAVEL
 HZ2295'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2295'
 HZ2295'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2295
 HZ2295                          STATION RECOVERY (2011)
 HZ2295
 HZ2295'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RDN)
 HZ2295'THE MARK IS ABOUT 17.5 M (57.4 FT) NORTH OF A WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1942 ***********************************************************************
 KA1942  DESIGNATION -  GREENWOOD
 KA1942  PID         -  KA1942
 KA1942  STATE/COUNTY-  IN/JOHNSON
 KA1942  COUNTRY     -  US
 KA1942  USGS QUAD   -  GREENWOOD (2019)
 KA1942
 KA1942                         *CURRENT SURVEY CONTROL
 KA1942  ______________________________________________________________________
 KA1942* NAD 83(1997) POSITION- 39 37 22.36996(N) 086 06 22.31740(W)   ADJUSTED
 KA1942* NAVD 88 ORTHO HEIGHT -   247.28  (+/-2cm)      811.3   (feet) VERTCON3
 KA1942  ______________________________________________________________________
 KA1942  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 KA1942  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 KA1942  HORZ ORDER      -  SECOND
 KA1942  VERT ORDER      -  THIRD ? (See Below)
 KA1942
 KA1942.The horizontal coordinates were established by classical geodetic methods
 KA1942.and adjusted by the National Geodetic Survey in May 1999.
 KA1942
 KA1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1942
 KA1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1942.GEOID18 height accuracy estimate available here.
 KA1942
 KA1942.The vertical order pertains to the NGVD 29 superseded value.
 KA1942
 KA1942.Click photographs - Photos may exist for this station.
 KA1942
 KA1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1942
 KA1942. The following values were computed from the NAD 83(1997) position.
 KA1942
 KA1942;                    North         East     Units Scale Factor Converg.
 KA1942;SPC IN E     -   485,739.390    62,262.143   MT  0.99998419   -0 16 49.1
 KA1942;SPC IN E     - 1,593,629.98    204,271.71   sFT  0.99998419   -0 16 49.1
 KA1942;UTM  16      - 4,386,283.619   576,713.196   MT  0.99967245   +0 34 12.1
 KA1942
 KA1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1942!SPC IN E     -   0.99996643  x   0.99998419  =   0.99995062
 KA1942!UTM  16      -   0.99996643  x   0.99967245  =   0.99963889
 KA1942
 KA1942:                Primary Azimuth Mark                     Grid Az
 KA1942:SPC IN E     -  FOUNTAIN                                 343 20 49.1
 KA1942:UTM  16      -  FOUNTAIN                                 342 29 47.9
 KA1942
 KA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7671386283(NAD 83)
 KA1942
 KA1942|---------------------------------------------------------------------|
 KA1942| PID    Reference Object                     Distance      Geod. Az  |
 KA1942|                                                           dddmmss.s |
 KA1942| KA1939 GREENWOOD INDIAN CANNING CO TK      APPROX. 1.3 KM 1530815.6 |
 KA1942| KA1932 FOUNTAIN                            APPROX. 2.7 KM 3430400.0 |
 KA1942| CC9277 GREENWOOD RM                         28.590 METERS 35009     |
 KA1942|---------------------------------------------------------------------|
 KA1942
 KA1942                          SUPERSEDED SURVEY CONTROL
 KA1942
 KA1942  NAD 83(1986)-  39 37 22.37736(N)    086 06 22.34235(W) AD(       ) 2
 KA1942  NAD 27      -  39 37 22.20800(N)    086 06 22.39400(W) AD(       ) 2
 KA1942  USSD        -  39 37 22.27600(N)    086 06 22.17100(W) AD(       ) 3
 KA1942  NGVD 29             247.40   (m)          811.7    (f) LEVELING    3  
 KA1942
 KA1942.Superseded values are not recommended for survey control.
 KA1942
 KA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1942.See file dsdata.pdf to determine how the superseded data were derived.
 KA1942
 KA1942_MARKER: DS = TRIANGULATION STATION DISK
 KA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1942_STAMPING: GREENWOOD 1920
 KA1942_MARK LOGO: CGS
 KA1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1942+STABILITY: SURFACE MOTION
 KA1942
 KA1942  HISTORY     - Date     Condition        Report By
 KA1942  HISTORY     - 1920     MONUMENTED       CGS
 KA1942  HISTORY     - 1935     GOOD             CGS
 KA1942  HISTORY     - 1939     GOOD             CGS
 KA1942  HISTORY     - 1976     GOOD             LOCSUR
 KA1942  HISTORY     - 1978     GOOD             NGS
 KA1942
 KA1942                          STATION DESCRIPTION
 KA1942
 KA1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1942'ON THE PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 2.230 METERS (7.32
 KA1942'FEET) E OF THE E AND NEAREST RAIL, ABOUT 1/2 MILE N OF
 KA1942'GREENWOOD, ABOUT 20 YARDS S OF THE POINT WHERE NORTHWEST
 KA1942'STREET CROSSES THE RAILROAD, AND 75 YARDS N OF THE NORTHERN
 KA1942'END OF THE WESTERN GREENWOOD SIDING.  THE STATION, UNDERGROUND,
 KA1942'AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1942'
 KA1942'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK AS THE
 KA1942'STATION AND IN THE ACUTE ANGLE AT THE JUNCTION OF THE
 KA1942'HIGHWAY AND RIGHT-OF-WAY FENCES, 28.59 METERS (93.80 FEET)
 KA1942'FROM THE STATION N 9 DEG 01 MIN W.
 KA1942
 KA1942                          STATION RECOVERY (1935)
 KA1942
 KA1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1942'STATION MARK AND REFERENCE MARK RECOVERED AND FOUND IN
 KA1942'GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
 KA1942'
 KA1942'NOTE--THIS STATION TO BE CONNECTED FROM TRIANGULATION
 KA1942'STATION MORGAN.  SEE DESCRIPTION OF STATION MORGAN.
 KA1942
 KA1942                          STATION RECOVERY (1939)
 KA1942
 KA1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1942'STATION RECOVERED AS DESCRIBED BY J.S.B., 1920.  STATION AND
 KA1942'REFERENCE MARK FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 KA1942'CORRECT.  CONNECTED BY TRAVERSE TO STATION MORGAN, DISTANCE
 KA1942'33.326 METERS.
 KA1942
 KA1942                          STATION RECOVERY (1976)
 KA1942
 KA1942'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA1942'GREENWOOD RECOVERED IN GOOD CONDITION.
 KA1942'
 KA1942'1920 RECOVERED IN GOOD CONDITION.
 KA1942'
 KA1942'NE CORNER N. MERIDIAN ST AND CARNEY ST 7.3 FEET EAST OF EAST RAIL OF
 KA1942'PENN. RR TRACKS AND 75 FT SE OF CENTERLINE INTER. RAILROAD TRACKS
 KA1942'AND N. MERIDIAN ST.  SET ABOUT 2.5 FT BELOW LEVEL OF RAILS.
 KA1942'
 KA1942'REFERENCE MARK NOT RECOVERED.
 KA1942'
 KA1942'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH OF
 KA1942'GREENWOOD IND.
 KA1942
 KA1942                          STATION RECOVERY (1978)
 KA1942
 KA1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KA1942'DISTANCE MEASURED FROM GREENWOOD TO MORGAN 2 WAS 35.775 METERS.
 KA1942'
 KA1942'THE STATION MARK FOUND IN GOOD CONDITION.  THE REFERENCE MARK WAS
 KA1942'NOT FOUND AND APPEARS THAT THE STREET HAS BEEN WIDENED AND MARK
 KA1942'WOULD FALL UNDER PAVEMENT.  THE REFERENCE MARK SHOULD BE CONSIDERED
 KA1942'DESTROYED.  THE STATION WAS NOT OCCUPIED DUE TO NOT FINDING THE
 KA1942'REFERENCE MARK.
 KA1942'
 KA1942'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF GREENWOOD AND ON
 KA1942'THE RAILROAD-RIGHT-OF WAY, AND AT THE EAST EDGE OF MERIDIAN STREET
 KA1942'WHERE IT JUNCTIONS WITH CARREY STREET.  IT IS 20 FEET SOUTH OF THE
 KA1942'SOUTHWEST CORNER OF A RAILROAD SIGNAL BOX, 32 FEET EAST OF THE
 KA1942'CENTERLINE OF MERIDIAN STREET, 8 FEET EAST OF THE EAST RAIL OF
 KA1942'THE MAIN LINE OF THE TRACKS, 24 FEET NORTH OF THE PROJECTED
 KA1942'CENTERLINE OF CARREY STREET AND 0.5 NORTHWEST OF A METAL WITNESS
 KA1942'POST.  THE MARK IS UNDERGROUND 8 INCHES AND THE DISK STAMPED
 KA1942'GREENWOOD 1920.
 KA1942'
 KA1942'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 KA1942'GREENWOOD ROAD AT THE EAST EDGE OF GREENWOOD, GO WEST ON GREENWOOD
 KA1942'ROAD FOR 1.8 MILES TO A STOP LIGHT.  TURN RIGHT AND GO NORTH ON
 KA1942'NORTH MERIDIAN STREET FOR 0.6 MILE TO THE STATION ON THE RIGHT AT
 KA1942'RAILROAD CROSSING.
 KA1942'
 KA1942'NOTE--AN EDM TRAVERSE WAS MADE FROM MORGAN 2 1958 TO GREENWOOD
 KA1942'1920.
 KA1942'
 KA1942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTH EDGE
 KA1942'OF GREENWOOD.
 KA1942'
 KA1942'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1939 ***********************************************************************
 KA1939  DESIGNATION -  GREENWOOD INDIAN CANNING CO TK
 KA1939  PID         -  KA1939
 KA1939  STATE/COUNTY-  IN/JOHNSON
 KA1939  COUNTRY     -  US
 KA1939  USGS QUAD   -  GREENWOOD (2019)
 KA1939
 KA1939                         *CURRENT SURVEY CONTROL
 KA1939  ______________________________________________________________________
 KA1939* NAD 83(1997) POSITION- 39 36 45.79011(N) 086 05 58.36318(W)   ADJUSTED
 KA1939  ______________________________________________________________________
 KA1939  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 KA1939  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 KA1939  HORZ ORDER      -  THIRD
 KA1939
 KA1939.The horizontal coordinates were established by classical geodetic methods
 KA1939.and adjusted by the National Geodetic Survey in May 1999.
 KA1939
 KA1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1939.GEOID18 height accuracy estimate available here.
 KA1939
 KA1939.Click photographs - Photos may exist for this station.
 KA1939
 KA1939.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1939
 KA1939. The following values were computed from the NAD 83(1997) position.
 KA1939
 KA1939;                    North         East     Units Scale Factor Converg.
 KA1939;SPC IN E     -   484,608.491    62,828.012   MT  0.99998367   -0 16 33.6
 KA1939;SPC IN E     - 1,589,919.69    206,128.24   sFT  0.99998367   -0 16 33.6
 KA1939;UTM  16      - 4,385,161.591   577,295.603   MT  0.99967356   +0 34 27.0
 KA1939
 KA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7729585161(NAD 83)
 KA1939
 KA1939                          SUPERSEDED SURVEY CONTROL
 KA1939
 KA1939  NAD 83(1986)-  39 36 45.79813(N)    086 05 58.38922(W) AD(       ) 3
 KA1939  NAD 27      -  39 36 45.63000(N)    086 05 58.44000(W) AD(       ) 3
 KA1939  USSD        -  39 36 45.70000(N)    086 05 58.22000(W) AD(       ) 3
 KA1939
 KA1939.Superseded values are not recommended for survey control.
 KA1939
 KA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1939.See file dsdata.pdf to determine how the superseded data were derived.
 KA1939
 KA1939_MARKER: 51 = TANK
 KA1939
 KA1939  HISTORY     - Date     Condition        Report By
 KA1939  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1939
 KA1939                          STATION DESCRIPTION
 KA1939
 KA1939'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1943 ***********************************************************************
 KA1943  DESIGNATION -  GREENWOOD NOBLITT SPARKS TANK
 KA1943  PID         -  KA1943
 KA1943  STATE/COUNTY-  IN/JOHNSON
 KA1943  COUNTRY     -  US
 KA1943  USGS QUAD   -  GREENWOOD (2019)
 KA1943
 KA1943                         *CURRENT SURVEY CONTROL
 KA1943  ______________________________________________________________________
 KA1943* NAD 83(1997) POSITION- 39 37 03.28256(N) 086 06 17.19518(W)   ADJUSTED
 KA1943  ______________________________________________________________________
 KA1943  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA1943  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 KA1943  HORZ ORDER      -  THIRD
 KA1943
 KA1943.The horizontal coordinates were established by classical geodetic methods
 KA1943.and adjusted by the National Geodetic Survey in May 1999.
 KA1943
 KA1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1943.GEOID18 height accuracy estimate available here.
 KA1943
 KA1943.Click photographs - Photos may exist for this station.
 KA1943
 KA1943.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1943
 KA1943. The following values were computed from the NAD 83(1997) position.
 KA1943
 KA1943;                    North         East     Units Scale Factor Converg.
 KA1943;SPC IN E     -   485,150.136    62,381.437   MT  0.99998408   -0 16 45.7
 KA1943;SPC IN E     - 1,591,696.74    204,663.10   sFT  0.99998408   -0 16 45.7
 KA1943;SPC IN W     -   485,515.991   984,025.003   MT  1.00005356   +0 37 26.5
 KA1943;SPC IN W     - 1,592,897.05  3,228,422.03   sFT  1.00005356   +0 37 26.5
 KA1943;UTM  16      - 4,385,696.384   576,841.181   MT  0.99967269   +0 34 15.2
 KA1943
 KA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7684185696(NAD 83)
 KA1943
 KA1943                          SUPERSEDED SURVEY CONTROL
 KA1943
 KA1943  NAD 83(1986)-  39 37 03.29000(N)    086 06 17.21895(W) AD(       ) 3
 KA1943  NAD 27      -  39 37 03.12000(N)    086 06 17.27000(W) AD(       ) 3
 KA1943
 KA1943.Superseded values are not recommended for survey control.
 KA1943
 KA1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1943.See file dsdata.pdf to determine how the superseded data were derived.
 KA1943
 KA1943_MARKER: 53 = ELEVATED TANK
 KA1943
 KA1943  HISTORY     - Date     Condition        Report By
 KA1943  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1943
 KA1943                          STATION DESCRIPTION
 KA1943
 KA1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1943'STATION IS A TANK LOCATED IN THE E SECTION OF THE CITY OF GREENWOOD.
 KA1943'IT IS AT THE END AND ON THE SE CORNER OF WILEY STREET, ABOUT 350
 KA1943'FEET W OF THE PENNSYLVANIA RAILROAD TRACKS AND ON THE W SIDE OF THE
 KA1943'NOBLITT AND SPARKS INDUSTRY BUILDINGS.
 KA1943'
 KA1943'THE TANK HAS FOUR 90 FOOT TRUSSWORK LEGS. THE VERTICAL SECTION IS
 KA1943'ABOUT 35 FEET HIGH AND HAS A BALL ON TOP. THE WORDS NOBLITT AND
 KA1943'SPARKS INDUSTRIES PAINTED IN BLACK ARE ON THE W SIDE. THE TANK IS
 KA1943'PAINTED SILVER AND HAS A TOTAL HEIGHT OF 125 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2553 ***********************************************************************
 ME2553  DESIGNATION -  GREGORY
 ME2553  PID         -  ME2553
 ME2553  STATE/COUNTY-  IN/NEWTON
 ME2553  COUNTRY     -  US
 ME2553  USGS QUAD   -  FAIR OAKS (2019)
 ME2553
 ME2553                         *CURRENT SURVEY CONTROL
 ME2553  ______________________________________________________________________
 ME2553* NAD 83(1997) POSITION- 41 05 40.24768(N) 087 19 50.52960(W)   ADJUSTED
 ME2553* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2553  ______________________________________________________________________
 ME2553  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 ME2553  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 ME2553  HORZ ORDER      -  THIRD
 ME2553
 ME2553.The horizontal coordinates were established by classical geodetic methods
 ME2553.and adjusted by the National Geodetic Survey in May 1999.
 ME2553
 ME2553.The orthometric height was scaled from a topographic map.
 ME2553
 ME2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2553.GEOID18 height accuracy estimate available here.
 ME2553
 ME2553.Click photographs - Photos may exist for this station.
 ME2553
 ME2553.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2553
 ME2553. The following values were computed from the NAD 83(1997) position.
 ME2553
 ME2553;                    North         East     Units Scale Factor Converg.
 ME2553;SPC IN W     -   649,083.486   879,217.977   MT  0.99997198   -0 09 45.3
 ME2553;SPC IN W     - 2,129,534.74  2,884,567.65   sFT  0.99997198   -0 09 45.3
 ME2553;UTM  16      - 4,549,301.698   472,227.145   MT  0.99960949   -0 13 02.5
 ME2553
 ME2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2553!SPC IN W     -   0.99997249  x   0.99997198  =   0.99994447
 ME2553!UTM  16      -   0.99997249  x   0.99960949  =   0.99958199
 ME2553
 ME2553:                Primary Azimuth Mark                     Grid Az
 ME2553:SPC IN W     -  GREGORY AZ MK                            317 38 56.2
 ME2553:UTM  16      -  GREGORY AZ MK                            317 42 13.4
 ME2553
 ME2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7222749301(NAD 83)
 ME2553
 ME2553|---------------------------------------------------------------------|
 ME2553| PID    Reference Object                     Distance      Geod. Az  |
 ME2553|                                                           dddmmss.s |
 ME2553| CM3598 GREGORY RM 1                         25.059 METERS 13402     |
 ME2553| CM3599 GREGORY RM 2                         25.244 METERS 21531     |
 ME2553| CM3597 GREGORY AZ MK                                      3172910.9 |
 ME2553|---------------------------------------------------------------------|
 ME2553
 ME2553                          SUPERSEDED SURVEY CONTROL
 ME2553
 ME2553  NAD 83(1986)-  41 05 40.25195(N)    087 19 50.53692(W) AD(       ) 3
 ME2553  NAD 27      -  41 05 40.12090(N)    087 19 50.43680(W) AD(       ) 3
 ME2553
 ME2553.Superseded values are not recommended for survey control.
 ME2553
 ME2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2553.See file dsdata.pdf to determine how the superseded data were derived.
 ME2553
 ME2553_MARKER: DS = TRIANGULATION STATION DISK
 ME2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2553_STAMPING: GREGORY 1952
 ME2553_MARK LOGO: CGS
 ME2553_PROJECTION: FLUSH
 ME2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2553+STABILITY: SURFACE MOTION
 ME2553
 ME2553  HISTORY     - Date     Condition        Report By
 ME2553  HISTORY     - 1952     MONUMENTED       CGS
 ME2553  HISTORY     - 1968     GOOD             CGS
 ME2553
 ME2553                          STATION DESCRIPTION
 ME2553
 ME2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2553'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LAKE VILLAGE AND ABOUT 5
 ME2553'MILES SOUTH OF THAYER AND ON PROPERTY OWNED BY NORMAN PROHOSKY.  IT IS
 ME2553'31 FEET NORTHEAST OF A 12 INCH TWIN OAK TREE, 26 FEET NORTH OF THE
 ME2553'CENTER OF A FARM ROAD AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.
 ME2553'THE MARK IS FLUSH AND THE DISK IS STAMPED GREGORY 1952.
 ME2553'
 ME2553'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 ME2553'FRAME BUILDING AND 3 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK
 ME2553'PROJECTS 4 INCHES AND THE DISK IS STAMPED GREGORY NO 1 1952.
 ME2553'
 ME2553'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF THE CENTER OF FARM ROAD.  THE
 ME2553'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GREGORY NO 2 1952.
 ME2553'
 ME2553'AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF STATE HIGHWAY 55, 12
 ME2553'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT SOUTH OF A POWERLINE
 ME2553'POLE AND A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE
 ME2553'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GREGORY 1952.
 ME2553'
 ME2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 10
 ME2553'WHICH IS ABOUT 6 MILES EAST OF LAKE VILLAGE, GO SOUTH ON STATE HIGHWAY
 ME2553'55 FOR 3.25 MILES TO A DRIVEWAY ON THE RIGHT AND AZIMUTH MARK ON THE
 ME2553'RIGHT, CONTINUE ON HIGHWAY FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT,
 ME2553'TURN LEFT ON DRIVEWAY AND GO 0.15 MILE TO THE TOP OF A SMALL KNOB AND
 ME2553'THE STATION AS DESCRIBED.
 ME2553'
 ME2553'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2553
 ME2553                          STATION RECOVERY (1968)
 ME2553
 ME2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2553'THE SMALL KNOLL THAT WAS THE STATION SITE HAS BEEN GRADED AND NO TRACE
 ME2553'COULD BE FOUND OF THE STATION MARK OR REFERENCE MARK 1, REFERENCE MARK
 ME2553'2 WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE REFERENCE POINTS
 ME2553'AT THE AZIMUTH MARK WERE FOUND ALONG WITH THE WITNESS POST BUT THE
 ME2553'MARK COULD NOT BE FOUND.  THIS STATION AND ALL MARKS SHOULD BE ASSUMED
 ME2553'LOST.
 ME2553'
 ME2553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES SOUTH OF
 ME2553'THAYER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2248 ***********************************************************************
 ME2248  DESIGNATION -  GRIFFITH
 ME2248  PID         -  ME2248
 ME2248  STATE/COUNTY-  IN/ST JOSEPH
 ME2248  COUNTRY     -  US
 ME2248  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2248
 ME2248                         *CURRENT SURVEY CONTROL
 ME2248  ______________________________________________________________________
 ME2248* NAD 83(1997) POSITION- 41 38 51.37200(N) 086 15 07.80612(W)   ADJUSTED
 ME2248* NAVD 88 ORTHO HEIGHT -   230.22  (+/-2cm)      755.3   (feet) VERTCON3
 ME2248  ______________________________________________________________________
 ME2248  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 ME2248  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 ME2248  HORZ ORDER      -  SECOND
 ME2248  VERT ORDER      -  THIRD ? (See Below)
 ME2248
 ME2248.The horizontal coordinates were established by classical geodetic methods
 ME2248.and adjusted by the National Geodetic Survey in May 1999.
 ME2248
 ME2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2248
 ME2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2248.GEOID18 height accuracy estimate available here.
 ME2248
 ME2248.The vertical order pertains to the NGVD 29 superseded value.
 ME2248
 ME2248.Click photographs - Photos may exist for this station.
 ME2248
 ME2248.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2248
 ME2248. The following values were computed from the NAD 83(1997) position.
 ME2248
 ME2248;                    North         East     Units Scale Factor Converg.
 ME2248;SPC IN E     -   710,644.353    51,225.543   MT  0.99999593   -0 23 20.8
 ME2248;SPC IN E     - 2,331,505.68    168,062.47   sFT  0.99999593   -0 23 20.8
 ME2248;UTM  16      - 4,610,921.316   562,274.379   MT  0.99964772   +0 29 49.1
 ME2248
 ME2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2248!SPC IN E     -   0.99996919  x   0.99999593  =   0.99996512
 ME2248!UTM  16      -   0.99996919  x   0.99964772  =   0.99961693
 ME2248
 ME2248:                Primary Azimuth Mark                     Grid Az
 ME2248:SPC IN E     -  STUDEBAKER                               187 12 19.0
 ME2248:UTM  16      -  STUDEBAKER                               186 19 09.1
 ME2248
 ME2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6227410921(NAD 83)
 ME2248
 ME2248|---------------------------------------------------------------------|
 ME2248| PID    Reference Object                     Distance      Geod. Az  |
 ME2248|                                                           dddmmss.s |
 ME2248| ME2246 STUDEBAKER                          406.722 METERS 1864858.2 |
 ME2248|---------------------------------------------------------------------|
 ME2248
 ME2248                          SUPERSEDED SURVEY CONTROL
 ME2248
 ME2248  NAD 83(1994)-  41 38 51.37862(N)    086 15 07.80403(W) AD(       ) 2
 ME2248  NAD 83(1986)-  41 38 51.37843(N)    086 15 07.80615(W) AD(       ) 2
 ME2248  NAD 27      -  41 38 51.19650(N)    086 15 07.78400(W) AD(       ) 2
 ME2248  USSD        -  41 38 51.25500(N)    086 15 07.64000(W) AD(       ) 3
 ME2248  NGVD 29             230.34   (m)          755.7    (f) LEVELING    3  
 ME2248
 ME2248.Superseded values are not recommended for survey control.
 ME2248
 ME2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2248.See file dsdata.pdf to determine how the superseded data were derived.
 ME2248
 ME2248_MARKER: DS = TRIANGULATION STATION DISK
 ME2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2248_STAMPING: GRIFFITH 1920
 ME2248_MARK LOGO: CGS
 ME2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2248+STABILITY: SURFACE MOTION
 ME2248
 ME2248  HISTORY     - Date     Condition        Report By
 ME2248  HISTORY     - 1920     MONUMENTED       CGS
 ME2248  HISTORY     - 1934     GOOD             INGS
 ME2248  HISTORY     - 1946     SEE DESCRIPTION  CGS
 ME2248
 ME2248                          STATION DESCRIPTION
 ME2248
 ME2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2248'ONE MILE FROM THE CENTER OF SOUTH BEND, IN THE SUBURBS, ON THE E SIDE
 ME2248'OF THE TRACK, ON THE
 ME2248'EXTENSION OF THE NORTHERN TANGENT, 150 YARDS S
 ME2248'OF MILEPOST T.H. 181, 125 YARDS
 ME2248'S OF INTERNATIONAL INDIA RUBBER
 ME2248'CORPORATION FACTORY, 25 YARDS S OF RAILROAD BRIDGE
 ME2248'180-38, 3.03
 ME2248'METERS (9.94 FEET) E OF THE E AND NEAREST RAIL.  THE STATION AND
 ME2248'UNDERGROUND MARKS
 ME2248'ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 ME2248'THERE IS NO
 ME2248'REFERENCE MARK.
 ME2248
 ME2248                          STATION RECOVERY (1934)
 ME2248
 ME2248'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2248'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 ME2248
 ME2248                          STATION RECOVERY (1946)
 ME2248
 ME2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CS)
 ME2248'STATION SEARCHED FOR BUT NOT
 ME2248'RECOVERED.  BRIDGE
 ME2248'HAS BEEN REPLACED BY A CONCRETE PIPE AND RAILROAD
 ME2248'GRADE APPEARS TO HAVE BEEN CHANGED.
 ME2248'NEITHER THE STATION NOR
 ME2248'THE REFERENCE MARK COULD BE FOUND.  STATION MARK IS A
 ME2248'BRONZE DISK
 ME2248'SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2494 ***********************************************************************
 ME2494  DESIGNATION -  GRIFFITH NORTH MUNICIPAL TANK
 ME2494  PID         -  ME2494
 ME2494  STATE/COUNTY-  IN/LAKE
 ME2494  COUNTRY     -  US
 ME2494  USGS QUAD   -  HIGHLAND (2019)
 ME2494
 ME2494                         *CURRENT SURVEY CONTROL
 ME2494  ______________________________________________________________________
 ME2494* NAD 83(1997) POSITION- 41 31 39.79081(N) 087 25 24.93973(W)   ADJUSTED
 ME2494  ______________________________________________________________________
 ME2494  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 ME2494  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 ME2494  HORZ ORDER      -  THIRD
 ME2494
 ME2494.The horizontal coordinates were established by classical geodetic methods
 ME2494.and adjusted by the National Geodetic Survey in May 1999.
 ME2494
 ME2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2494.GEOID18 height accuracy estimate available here.
 ME2494
 ME2494.Click photographs - Photos may exist for this station.
 ME2494
 ME2494.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2494
 ME2494. The following values were computed from the NAD 83(1997) position.
 ME2494
 ME2494;                    North         East     Units Scale Factor Converg.
 ME2494;SPC IN W     -   697,220.172   871,602.551   MT  0.99997659   -0 13 32.1
 ME2494;SPC IN W     - 2,287,463.18  2,859,582.70   sFT  0.99997659   -0 13 32.1
 ME2494;UTM  16      - 4,597,428.253   464,660.681   MT  0.99961537   -0 16 51.0
 ME2494
 ME2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6466097428(NAD 83)
 ME2494
 ME2494                          SUPERSEDED SURVEY CONTROL
 ME2494
 ME2494  NAD 83(1994)-  41 31 39.79623(N)    087 25 24.94670(W) AD(       ) 3
 ME2494  NAD 83(1986)-  41 31 39.79626(N)    087 25 24.94663(W) AD(       ) 3
 ME2494  NAD 27      -  41 31 39.66700(N)    087 25 24.81200(W) AD(       ) 3
 ME2494
 ME2494.Superseded values are not recommended for survey control.
 ME2494
 ME2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2494.See file dsdata.pdf to determine how the superseded data were derived.
 ME2494
 ME2494_MARKER: 53 = ELEVATED TANK
 ME2494
 ME2494  HISTORY     - Date     Condition        Report By
 ME2494  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2494
 ME2494                          STATION DESCRIPTION
 ME2494
 ME2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2494'THE STATION IS THE BALL AT THE APEX OF THE GRIFFITH MUNI. WATER TANK
 ME2494'(NORTH), LOCATED IN THE
 ME2494'NORTH PART OF THE TOWN OF GRIFFITH ABOUT 500 FEET SOUTHEAST OF THE
 ME2494'INTERSECTION OF INDIANA AVENUE
 ME2494'AND MILLER STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE,
 ME2494'ABOUT 100 FEET HIGH AND IS PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2502 ***********************************************************************
 ME2502  DESIGNATION -  GRIFFITH SOUTH MUNICIPAL TANK
 ME2502  PID         -  ME2502
 ME2502  STATE/COUNTY-  IN/LAKE
 ME2502  COUNTRY     -  US
 ME2502  USGS QUAD   -  HIGHLAND (2019)
 ME2502
 ME2502                         *CURRENT SURVEY CONTROL
 ME2502  ______________________________________________________________________
 ME2502* NAD 83(1997) POSITION- 41 31 24.49679(N) 087 25 37.81742(W)   ADJUSTED
 ME2502  ______________________________________________________________________
 ME2502  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 ME2502  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 ME2502  HORZ ORDER      -  THIRD
 ME2502
 ME2502.The horizontal coordinates were established by classical geodetic methods
 ME2502.and adjusted by the National Geodetic Survey in May 1999.
 ME2502
 ME2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2502.GEOID18 height accuracy estimate available here.
 ME2502
 ME2502.Click photographs - Photos may exist for this station.
 ME2502
 ME2502.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2502
 ME2502. The following values were computed from the NAD 83(1997) position.
 ME2502
 ME2502;                    North         East     Units Scale Factor Converg.
 ME2502;SPC IN W     -   696,749.531   871,302.134   MT  0.99997680   -0 13 40.6
 ME2502;SPC IN W     - 2,285,919.09  2,858,597.08   sFT  0.99997680   -0 13 40.6
 ME2502;UTM  16      - 4,596,958.071   464,359.918   MT  0.99961563   -0 16 59.5
 ME2502
 ME2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6435996958(NAD 83)
 ME2502
 ME2502                          SUPERSEDED SURVEY CONTROL
 ME2502
 ME2502  NAD 83(1994)-  41 31 24.50222(N)    087 25 37.82436(W) AD(       ) 3
 ME2502  NAD 83(1986)-  41 31 24.50228(N)    087 25 37.82433(W) AD(       ) 3
 ME2502  NAD 27      -  41 31 24.37400(N)    087 25 37.69000(W) AD(       ) 3
 ME2502
 ME2502.Superseded values are not recommended for survey control.
 ME2502
 ME2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2502.See file dsdata.pdf to determine how the superseded data were derived.
 ME2502
 ME2502_MARKER: 53 = ELEVATED TANK
 ME2502
 ME2502  HISTORY     - Date     Condition        Report By
 ME2502  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2502
 ME2502                          STATION DESCRIPTION
 ME2502
 ME2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2502'THE STATION IS THE BALL AT THE APEX OF THE GRIFFITH MUNI. WATER TANK
 ME2502'(SOUTH), LOCATED IN THE
 ME2502'CENTER OF THE TOWN OF GRIFFITH ABOUT 100 FEET NORTHEAST OF THE CITY
 ME2502'HALL BUILDING.  IT IS A FOUR
 ME2502'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH, PAINTED SILVER,
 ME2502'WITH THE LEGEND GRIFFITH ON THE EAST AND WEST
 ME2502'SIDES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3214 ***********************************************************************
 ME3214  CBN         -  This is a Cooperative Base Network Control Station.
 ME3214  PACS        -  This is a Primary Airport Control Station.
 ME3214  DESIGNATION -  GRIPORT
 ME3214  PID         -  ME3214
 ME3214  STATE/COUNTY-  IN/LAKE
 ME3214  COUNTRY     -  US
 ME3214  USGS QUAD   -  HIGHLAND (2019)
 ME3214
 ME3214                         *CURRENT SURVEY CONTROL
 ME3214  ______________________________________________________________________
 ME3214* NAD 83(2011) POSITION- 41 31 10.49339(N) 087 23 54.37708(W)   ADJUSTED
 ME3214* NAD 83(2011) ELLIP HT-   158.133 (meters)        (06/27/12)   ADJUSTED
 ME3214* NAD 83(2011) EPOCH   -  2010.00
 ME3214* NAVD 88 ORTHO HEIGHT -   191.69  (meters)      628.9   (feet) GPS OBS
 ME3214  ______________________________________________________________________
 ME3214  NAVD 88 orthometric height was determined with geoid model    GEOID96
 ME3214  GEOID HEIGHT    -        -33.428 (meters)                     GEOID96
 ME3214  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 ME3214  NAD 83(2011) X  -    217,085.772 (meters)                     COMP
 ME3214  NAD 83(2011) Y  - -4,777,725.802 (meters)                     COMP
 ME3214  NAD 83(2011) Z  -  4,205,905.660 (meters)                     COMP
 ME3214  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 ME3214
 ME3214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3214  Standards:
 ME3214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3214  -------------------------------------------------------------------
 ME3214  NETWORK    0.55   1.22           0.26   0.17   0.62     -0.09827386
 ME3214  -------------------------------------------------------------------
 ME3214  Click here for local accuracies and other accuracy information.
 ME3214
 ME3214.This mark is at Griffith-Merrillville Airport (05C)
 ME3214
 ME3214.The horizontal coordinates were established by GPS observations
 ME3214.and adjusted by the National Geodetic Survey in June 2012.
 ME3214
 ME3214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3214.been affixed to the stable North American tectonic plate. See 
 ME3214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3214
 ME3214.The horizontal coordinates are valid at the epoch date displayed above
 ME3214.which is a decimal equivalence of Year/Month/Day.
 ME3214
 ME3214.The orthometric height was determined by GPS observations and a
 ME3214.high-resolution geoid model.
 ME3214
 ME3214.GPS derived orthometric heights for airport stations designated as
 ME3214.PACS or SACS are published to 2 decimal places.  This maintains
 ME3214.centimeter relative accuracy between the PACS and SACS.  It does
 ME3214.not indicate centimeter accuracy relative to other marks which are
 ME3214.part of the published vertical control network.
 ME3214
 ME3214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3214.GEOID18 height accuracy estimate available here.
 ME3214
 ME3214.Click photographs - Photos may exist for this station.
 ME3214
 ME3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3214
 ME3214.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3214
 ME3214.The ellipsoidal height was determined by GPS observations
 ME3214.and is referenced to NAD 83.
 ME3214
 ME3214. The following values were computed from the NAD 83(2011) position.
 ME3214
 ME3214;                    North         East     Units Scale Factor Converg.
 ME3214;SPC IN W     -   696,308.382   873,698.748   MT  0.99997518   -0 12 32.0
 ME3214;SPC IN W     - 2,284,471.75  2,866,459.98   sFT  0.99997518   -0 12 32.0
 ME3214;UTM  16      - 4,596,514.772   466,755.240   MT  0.99961360   -0 15 50.8
 ME3214
 ME3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3214!SPC IN W     -   0.99997520  x   0.99997518  =   0.99995038
 ME3214!UTM  16      -   0.99997520  x   0.99961360  =   0.99958881
 ME3214
 ME3214:                Primary Azimuth Mark                     Grid Az
 ME3214:SPC IN W     -  GRIPORT AZ MK                            262 22 27.5
 ME3214:UTM  16      -  GRIPORT AZ MK                            262 25 46.3
 ME3214
 ME3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6675596514(NAD 83)
 ME3214
 ME3214|---------------------------------------------------------------------|
 ME3214| PID    Reference Object                     Distance      Geod. Az  |
 ME3214|                                                           dddmmss.s |
 ME3214| ME3215 GRIPORT AZ MK                       APPROX. 0.6 KM 2620955.5 |
 ME3214|---------------------------------------------------------------------|
 ME3214
 ME3214                          SUPERSEDED SURVEY CONTROL
 ME3214
 ME3214  NAD 83(2007)-  41 31 10.49347(N)    087 23 54.37801(W) AD(2002.00) 0
 ME3214  ELLIP H (02/10/07)  158.156  (m)                       GP(2002.00)    
 ME3214  NAD 83(1997)-  41 31 10.49345(N)    087 23 54.37787(W) AD(       ) B
 ME3214  ELLIP H (04/10/98)  158.140  (m)                       GP(       ) 4 1
 ME3214  NAD 83(1994)-  41 31 10.49748(N)    087 23 54.38230(W) AD(       ) 3
 ME3214  NAD 83(1986)-  41 31 10.49781(N)    087 23 54.38237(W) AD(       ) 3
 ME3214  NAD 27      -  41 31 10.36556(N)    087 23 54.23962(W) AD(       ) 3
 ME3214  NGVD 29 (02/23/89)  191.78   (m)  RAPSU86  model used  GPS OBS        
 ME3214
 ME3214.Superseded values are not recommended for survey control.
 ME3214
 ME3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3214.See file dsdata.pdf to determine how the superseded data were derived.
 ME3214
 ME3214_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3214_STAMPING: GRIPORT 1986
 ME3214_MARK LOGO: NONE
 ME3214_PROJECTION: FLUSH
 ME3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3214+STABILITY: SURFACE MOTION
 ME3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3214+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2020
 ME3214
 ME3214  HISTORY     - Date     Condition        Report By
 ME3214  HISTORY     - 1986     MONUMENTED       NGS
 ME3214  HISTORY     - 19970513 GOOD             NGS
 ME3214  HISTORY     - 19970613 GOOD             NGS
 ME3214  HISTORY     - 20000326 GOOD             SECI
 ME3214  HISTORY     - 20071105 GOOD             WOOLPT
 ME3214  HISTORY     - 20131114 GOOD             AEROTE
 ME3214  HISTORY     - 20200318 GOOD             IN-089
 ME3214
 ME3214                          STATION DESCRIPTION
 ME3214
 ME3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 ME3214'THE STATION IS LOCATED IN THE TOWN OF GRIFFITH AND AT THE GRIFFITH
 ME3214'AIRPORT.  OWNERSHIP--GREAT NORTHERN AIRCRAFT, INC., 1705 EAST MAIN
 ME3214'STREET, GRIFFITH, IN 46319, PHONE 219-924-0207.  THE AIRPORT MANAGER
 ME3214'IS GREG GOLDSMITH.
 ME3214'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND BROAD STREET
 ME3214'IN GRIFFITH, WHICH IS 3.8 KM (2.35 MI) EAST OF U.S. HIGHWAY 41, GO
 ME3214'EAST ON MAIN STREET FOR 2.6 KM (1.60 MI) TO AIRPORT ENTRANCE ON THE
 ME3214'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO AIRPORT
 ME3214'OFFICE.  FROM WEST SIDE OF OFFICE, GO WESTERLY AND SOUTHERLY ALONG
 ME3214'TAXIWAY FOR 0.24 KM (0.15 MI) TO EDGE OF RUNWAY.  CROSS OVER RUNWAY
 ME3214'AND CONTINUE SOUTHERLY FOR ABOUT 45.0 M (147.6 FT) TO A WINDSOCK AND
 ME3214'THE STATION.
 ME3214'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---GRIPORT
 ME3214'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3214'FLUSH WITH THE GROUND.  LOCATED 43.89 M (144.0 FT) SOUTH FROM CENTER
 ME3214'OF RUNWAY, 15.42 M (50.6 FT) EAST-SOUTHEAST FROM AXLE OF WIND
 ME3214'INDICATOR, 1.62 M (5.3 FT) WEST-SOUTHWEST FROM A WINDSOCK POLE AND
 ME3214'0.3 M (1.0 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 ME3214'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3214'DESCRIBED BY D.L. ADAMS.
 ME3214
 ME3214                          STATION RECOVERY (1997)
 ME3214
 ME3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3214'THE STATION IS LOCATED IN THE TOWN OF GRIFFITH, AT THE GRIFFITH
 ME3214'AIRPORT, NEAR THE WEST-SOUTHWEST EDGE OF THE ROUND CONCRETE WINDSOCK
 ME3214'FOUNDATION PAD.  OWNERSHIP--GREAT NORTHERN AIRCRAFT, INC., 1705 EAST
 ME3214'MAIN STREET, GRIFFITH IN 46319.  AIRPORT MANAGER IS GREG GOLDSMITH,
 ME3214'PHONE 219-924-0207.  TO REACH THE STATION FROM THE JUNCTION OF MAIN
 ME3214'AND BROAD STREETS IN GRIFFITH, ABOUT 3.8 KM (2.35 MI) EAST OF U.S.
 ME3214'HIGHWAY 41, GO EAST FOR 2.41 KM (1.50 MI) ON MAIN STREET TO THE
 ME3214'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH FOR 0.16 KM (0.10
 ME3214'MI) ALONG ENTRANCE TO THE AIRPORT OFFICE ON THE LEFT.  FROM THE WEST
 ME3214'SIDE OF THE OFFICE, GO SOUTHERLY FOR 0.24 KM (0.15 MI) ACROSS APRON
 ME3214'AND ALONG TAXI/RAMP TO THE RUNWAY.  CONTINUE SOUTHERLY FOR ABOUT 51.4
 ME3214'M (168.6 FT) CROSSING RUNWAY AND ALONG THE GRASS TO THE WINDSOCK AND
 ME3214'THE STATION ON THE WEST-SOUTHWEST SIDE.  STATION IS SET IN THE TOP OF
 ME3214'A 23 CM ROUND CONCRETE POST PROJECTING 4 CM ABOVE GROUND.  LOCATED
 ME3214'43.8 M (143.7 FT) SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 15.3 M (50.2
 ME3214'FT) EAST-SOUTHEAST OF A LIGHTED WIND TEE AXLE, 1.5 M (4.9 FT)
 ME3214'WEST-SOUTHWEST OF THE WINDSOCK POLE AND ABOUT 0.3 M (1.0 FT) BELOW THE
 ME3214'RUNWAY LEVEL.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 ME3214'CONTROL STATION.
 ME3214
 ME3214                          STATION RECOVERY (1997)
 ME3214
 ME3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3214'RECOVERED AS DESCRIBED.
 ME3214
 ME3214                          STATION RECOVERY (2000)
 ME3214
 ME3214'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME3214'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 ME3214'
 ME3214
 ME3214                          STATION RECOVERY (2007)
 ME3214
 ME3214'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (GLG)
 ME3214'RECOVERED AS DESCRIBED EXCEPT THE AIRPORT MANAGER HAS CHANGED.
 ME3214
 ME3214                          STATION RECOVERY (2013)
 ME3214
 ME3214'RECOVERY NOTE BY AEROTEC 2013
 ME3214'RECOVERED AS DESCRIBED
 ME3214
 ME3214                          STATION RECOVERY (2020)
 ME3214
 ME3214'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME3214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3215 ***********************************************************************
 ME3215  DESIGNATION -  GRIPORT AZ MK
 ME3215  PID         -  ME3215
 ME3215  STATE/COUNTY-  IN/LAKE
 ME3215  COUNTRY     -  US
 ME3215  USGS QUAD   -  HIGHLAND (2019)
 ME3215
 ME3215                         *CURRENT SURVEY CONTROL
 ME3215  ______________________________________________________________________
 ME3215* NAD 83(1997) POSITION- 41 31 07.75219(N) 087 24 20.87728(W)   ADJUSTED
 ME3215* NAD 83(1997) ELLIP HT-   158.490 (meters)        (05/25/99)   ADJUSTED
 ME3215* NAVD 88 ORTHO HEIGHT -   192.0   (meters)      630.    (feet) VERTCON3
 ME3215  ______________________________________________________________________
 ME3215  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 ME3215  NAD 83(1997) X  -    216,474.494 (meters)                     COMP
 ME3215  NAD 83(1997) Y  - -4,777,809.922 (meters)                     COMP
 ME3215  NAD 83(1997) Z  -  4,205,842.575 (meters)                     COMP
 ME3215  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 ME3215  HORZ ORDER      -  THIRD
 ME3215  ELLP ORDER      -  FOURTH    CLASS I
 ME3215
 ME3215.This mark is at Griffith-Merrillville Airport (05C)
 ME3215
 ME3215.The horizontal coordinates were established by GPS observations
 ME3215.and adjusted by the National Geodetic Survey in May 1999.
 ME3215
 ME3215.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3215
 ME3215.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3215.GEOID18 height accuracy estimate available here.
 ME3215
 ME3215.Click photographs - Photos may exist for this station.
 ME3215
 ME3215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3215
 ME3215.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3215
 ME3215.The ellipsoidal height was determined by GPS observations
 ME3215.and is referenced to NAD 83.
 ME3215
 ME3215. The following values were computed from the NAD 83(1997) position.
 ME3215
 ME3215;                    North         East     Units Scale Factor Converg.
 ME3215;SPC IN W     -   696,226.081   873,084.008   MT  0.99997558   -0 12 49.5
 ME3215;SPC IN W     - 2,284,201.73  2,864,443.12   sFT  0.99997558   -0 12 49.5
 ME3215;UTM  16      - 4,596,433.094   466,140.643   MT  0.99961411   -0 16 08.4
 ME3215
 ME3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3215!SPC IN W     -   0.99997514  x   0.99997558  =   0.99995072
 ME3215!UTM  16      -   0.99997514  x   0.99961411  =   0.99958926
 ME3215
 ME3215:                Primary Azimuth Mark                     Grid Az
 ME3215:SPC IN W     -  GRIPORT                                  082 22 27.4
 ME3215:UTM  16      -  GRIPORT                                  082 25 46.3
 ME3215
 ME3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6614096433(NAD 83)
 ME3215
 ME3215|---------------------------------------------------------------------|
 ME3215| PID    Reference Object                     Distance      Geod. Az  |
 ME3215|                                                           dddmmss.s |
 ME3215| ME3214 GRIPORT                             APPROX. 0.6 KM 0820937.9 |
 ME3215|---------------------------------------------------------------------|
 ME3215
 ME3215                          SUPERSEDED SURVEY CONTROL
 ME3215
 ME3215  NAD 83(1994)-  41 31 07.75622(N)    087 24 20.88170(W) AD(       ) 3
 ME3215  NAD 83(1986)-  41 31 07.75655(N)    087 24 20.88177(W) AD(       ) 3
 ME3215  NAD 27      -  41 31 07.62432(N)    087 24 20.73811(W) AD(       ) 3
 ME3215  NGVD 29 (02/23/89)  192.1    (m)  RAPSU86  model used  GPS OBS        
 ME3215
 ME3215.Superseded values are not recommended for survey control.
 ME3215
 ME3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3215.See file dsdata.pdf to determine how the superseded data were derived.
 ME3215
 ME3215_MARKER: DZ = AZIMUTH MARK DISK
 ME3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3215_STAMPING: GRIPORT 1986
 ME3215_MARK LOGO: NGS
 ME3215_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3215+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 ME3215
 ME3215  HISTORY     - Date     Condition        Report By
 ME3215  HISTORY     - 1988     MONUMENTED       NGS
 ME3215  HISTORY     - 20071105 GOOD             WOOLPT
 ME3215
 ME3215                          STATION DESCRIPTION
 ME3215
 ME3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3215'THE STATION IS LOCATED IN THE TOWN OF GRIFFITH AND AT THE GRIFFITH
 ME3215'AIRPORT.  OWNERSHIP--GREAT NORTHERN AIRCRAFT, INC., 1705 EAST MAIN
 ME3215'STREET, GRIFFITH, IN 46319, PHONE 219-924-0207.  AIRPORT MANAGER IS
 ME3215'GREG GOLDSMITH.
 ME3215'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND BROAD
 ME3215'STREET IN GRIFFITH, WHICH IS 3.8 KM (2.35 MI) EAST OF U.S. HIGHWAY
 ME3215'41, GO EAST ON MAIN STREET FOR 2.6 KM (1.60 MI) TO AIRPORT ENTRANCE
 ME3215'ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO
 ME3215'AIRPORT OFFICE.  FROM WEST SIDE OF OFFICE, GO WESTERLY AND SOUTHERLY
 ME3215'ALONG TAXIWAY FOR 0.24 KM (0.15 MI) TO EDGE OF RUNWAY.  CROSS OVER
 ME3215'RUNWAY AND CONTINUE SOUTHERLY FOR ABOUT 45.0 M (147.6 FT) TO A
 ME3215'WINDSOCK AND THE STATION.
 ME3215'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---GRIPORT
 ME3215'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3215'FLUSH WITH THE GROUND.  LOCATED 20.4 M (66.9 FT) SOUTH FROM CENTER OF
 ME3215'RUNWAY, 7.3 M (24.0 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT AND
 ME3215'0.45 M (1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 ME3215'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3215'DESCRIBED BY D.L. ADAMS.
 ME3215
 ME3215                          STATION RECOVERY (2007)
 ME3215
 ME3215'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (GLG)
 ME3215'RECOVERED AS DESCRIBED EXCEPT THE AIRPORT MANAGER HAS CHANGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2477 ***********************************************************************
 LB2477  DESIGNATION -  GROOMS
 LB2477  PID         -  LB2477
 LB2477  STATE/COUNTY-  IN/TIPTON
 LB2477  COUNTRY     -  US
 LB2477  USGS QUAD   -  KEMPTON (2019)
 LB2477
 LB2477                         *CURRENT SURVEY CONTROL
 LB2477  ______________________________________________________________________
 LB2477* NAD 83(1997) POSITION- 40 21 34.20998(N) 086 12 10.58168(W)   ADJUSTED
 LB2477* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 LB2477  ______________________________________________________________________
 LB2477  GEOID HEIGHT    -        -34.380 (meters)                     GEOID18
 LB2477  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 LB2477  HORZ ORDER      -  SECOND
 LB2477
 LB2477.The horizontal coordinates were established by classical geodetic methods
 LB2477.and adjusted by the National Geodetic Survey in May 1999.
 LB2477
 LB2477.The orthometric height was scaled from a topographic map.
 LB2477
 LB2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2477.GEOID18 height accuracy estimate available here.
 LB2477
 LB2477.Click photographs - Photos may exist for this station.
 LB2477
 LB2477.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2477
 LB2477. The following values were computed from the NAD 83(1997) position.
 LB2477
 LB2477;                    North         East     Units Scale Factor Converg.
 LB2477;SPC IN E     -   567,572.859    54,448.075   MT  0.99999220   -0 20 50.2
 LB2477;SPC IN E     - 1,862,111.95    178,635.06   sFT  0.99999220   -0 20 50.2
 LB2477;SPC IN W     -   567,806.888   974,782.482   MT  1.00003548   +0 34 12.6
 LB2477;SPC IN W     - 1,862,879.77  3,198,098.86   sFT  1.00003548   +0 34 12.6
 LB2477;UTM  16      - 4,467,964.614   567,679.073   MT  0.99965638   +0 30 58.3
 LB2477
 LB2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2477!SPC IN E     -   0.99996243  x   0.99999220  =   0.99995463
 LB2477!SPC IN W     -   0.99996243  x   1.00003548  =   0.99999791
 LB2477!UTM  16      -   0.99996243  x   0.99965638  =   0.99961882
 LB2477
 LB2477:                Primary Azimuth Mark                     Grid Az
 LB2477:SPC IN E     -  GROOMS AZ MK                             079 19 23.7
 LB2477:SPC IN W     -  GROOMS AZ MK                             078 24 20.9
 LB2477:UTM  16      -  GROOMS AZ MK                             078 27 35.2
 LB2477
 LB2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6767967964(NAD 83)
 LB2477
 LB2477|---------------------------------------------------------------------|
 LB2477| PID    Reference Object                     Distance      Geod. Az  |
 LB2477|                                                           dddmmss.s |
 LB2477| CC9279 GROOMS RM 1                          24.119 METERS 04410     |
 LB2477| CC9278 GROOMS AZ MK                                       0785833.5 |
 LB2477| CC9280 GROOMS RM 2                          27.904 METERS 14257     |
 LB2477|---------------------------------------------------------------------|
 LB2477
 LB2477                          SUPERSEDED SURVEY CONTROL
 LB2477
 LB2477  NAD 83(1986)-  40 21 34.21503(N)    086 12 10.59464(W) AD(       ) 2
 LB2477  NAD 27      -  40 21 34.08330(N)    086 12 10.61130(W) AD(       ) 2
 LB2477
 LB2477.Superseded values are not recommended for survey control.
 LB2477
 LB2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2477.See file dsdata.pdf to determine how the superseded data were derived.
 LB2477
 LB2477_MARKER: DS = TRIANGULATION STATION DISK
 LB2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2477_STAMPING: GROOMS 1954
 LB2477_MARK LOGO: CGS
 LB2477_PROJECTION: FLUSH
 LB2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2477+STABILITY: SURFACE MOTION
 LB2477
 LB2477  HISTORY     - Date     Condition        Report By
 LB2477  HISTORY     - 1954     MONUMENTED       CGS
 LB2477
 LB2477                          STATION DESCRIPTION
 LB2477
 LB2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2477'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF RUSSIAVILLE, 1 MILE
 LB2477'NORTH OF GROOMSVILLE ON PROPERTY OWNED BY MR. HURSHEL DAVID.  IT IS
 LB2477'198 FEET SOUTHWEST OF A GRAVEL CROSSROAD, 125 FEET SOUTH OF THE
 LB2477'SOUTHEAST CORNER OF MR. DAVIDS HOUSE, 41 FEET WEST OF THE CENTER
 LB2477'OF A GRAVEL ROAD, 29 FEET SOUTHWEST OF A 40 INCH COTTONWOOD TREE,
 LB2477'20 FEET NORTH OF THE CENTER OF A FARM LANE AND 17 FEET WEST OF A
 LB2477'FENCE LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2477'IS STAMPED GROOMS 1954.
 LB2477'
 LB2477'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTER OF THE GRAVEL
 LB2477'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2477'AND THE DISK IS STAMPED GROOMS NO 1 1954.
 LB2477'
 LB2477'REFERENCE MARK NO. 2 IS 17 FEET EAST OF THE CENTER OF THE GRAVEL
 LB2477'ROAD, 3 FEET NORTH OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE.
 LB2477'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GROOMS NO
 LB2477'2 1954.
 LB2477'
 LB2477'AZIMUTH MARK IS ACROSS THE ROAD FROM THE HOME OF MR. GARNET L.
 LB2477'MOULDER, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET WEST
 LB2477'OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LB2477'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GROOMS 1954.
 LB2477'
 LB2477'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 31 AND
 LB2477'STATE HIGHWAY 26, ABOUT 8 MILES EAST OF RUSSIAVILLE, GO SOUTH ON
 LB2477'HIGHWAY 31 FOR 3.45 MILES TO A PAVED CROSSROAD, TURN RIGHT AND GO
 LB2477'WEST ON PAVED ROAD FOR 3.0 MILES TO A T-INTERSECTION, TURN LEFT
 LB2477'AND GO SOUTH ON GRAVEL ROAD FOR 0.50 MILE TO A CROSSROAD AT THE
 LB2477'VILLAGE OF PRAIRE TOWNSHIP, TURN RIGHT AND GO WEST ON GRAVEL ROAD
 LB2477'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF
 LB2477'ROAD AS DESCRIBED.  CONTINUE WEST ON GRAVEL ROAD FOR 0.2
 LB2477'MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.05 MILE
 LB2477'TO THE STATION ON THE RIGHT IN BARN LOT AS DESCRIBED.
 LB2477'
 LB2477'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2159 ***********************************************************************
 LB2159  DESIGNATION -  GROVE
 LB2159  PID         -  LB2159
 LB2159  STATE/COUNTY-  IN/WHITE
 LB2159  COUNTRY     -  US
 LB2159  USGS QUAD   -  ROUND GROVE (2019)
 LB2159
 LB2159                         *CURRENT SURVEY CONTROL
 LB2159  ______________________________________________________________________
 LB2159* NAD 83(1997) POSITION- 40 36 21.38710(N) 087 00 26.36019(W)   ADJUSTED
 LB2159* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 LB2159  ______________________________________________________________________
 LB2159  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 LB2159  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 LB2159  HORZ ORDER      -  THIRD
 LB2159
 LB2159.The horizontal coordinates were established by classical geodetic methods
 LB2159.and adjusted by the National Geodetic Survey in May 1999.
 LB2159
 LB2159.The orthometric height was scaled from a topographic map.
 LB2159
 LB2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2159.GEOID18 height accuracy estimate available here.
 LB2159
 LB2159.Click photographs - Photos may exist for this station.
 LB2159
 LB2159.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2159
 LB2159. The following values were computed from the NAD 83(1997) position.
 LB2159
 LB2159;                    North         East     Units Scale Factor Converg.
 LB2159;SPC IN W     -   594,802.125   906,432.926   MT  0.99996718   +0 02 58.1
 LB2159;SPC IN W     - 1,951,446.64  2,973,855.36   sFT  0.99996718   +0 02 58.1
 LB2159;UTM  16      - 4,495,014.284   499,380.532   MT  0.99960000   -0 00 17.2
 LB2159
 LB2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2159!SPC IN W     -   0.99997031  x   0.99996718  =   0.99993749
 LB2159!UTM  16      -   0.99997031  x   0.99960000  =   0.99957032
 LB2159
 LB2159:                Primary Azimuth Mark                     Grid Az
 LB2159:SPC IN W     -  GROVE AZ MK                              088 50 06.3
 LB2159:UTM  16      -  GROVE AZ MK                              088 53 21.6
 LB2159
 LB2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9938095014(NAD 83)
 LB2159
 LB2159|---------------------------------------------------------------------|
 LB2159| PID    Reference Object                     Distance      Geod. Az  |
 LB2159|                                                           dddmmss.s |
 LB2159| CM3601 GROVE RM 1                           20.331 METERS 01216     |
 LB2159| CM3600 GROVE AZ MK                                        0885304.4 |
 LB2159| CM3602 GROVE RM 2                            7.161 METERS 09525     |
 LB2159|---------------------------------------------------------------------|
 LB2159
 LB2159                          SUPERSEDED SURVEY CONTROL
 LB2159
 LB2159  NAD 83(1986)-  40 36 21.39372(N)    087 00 26.37110(W) AD(       ) 3
 LB2159  NAD 27      -  40 36 21.26060(N)    087 00 26.32710(W) AD(       ) 3
 LB2159
 LB2159.Superseded values are not recommended for survey control.
 LB2159
 LB2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2159.See file dsdata.pdf to determine how the superseded data were derived.
 LB2159
 LB2159_MARKER: DS = TRIANGULATION STATION DISK
 LB2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2159_STAMPING: GROVE 1955
 LB2159_MARK LOGO: CGS
 LB2159_PROJECTION: FLUSH
 LB2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2159+STABILITY: SURFACE MOTION
 LB2159
 LB2159  HISTORY     - Date     Condition        Report By
 LB2159  HISTORY     - 1955     MONUMENTED       CGS
 LB2159  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 LB2159
 LB2159                          STATION DESCRIPTION
 LB2159
 LB2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2159'STATION IS LOCATED ALONG STATE HIGHWAY 18, 1.3 MILES EAST OF THE
 LB2159'JUNCTION OF STATE HIGHWAY 18 AND 53 AND U. S. HIGHWAY 231 AND IS
 LB2159'ABOUT 7 MILES WEST OF BROOKSTON.  IT IS 31 FEET SOUTH OF THE CENTER
 LB2159'OF HIGHWAY 18, 5 FEET EAST OF A WHITE WITNESS POST AND 2 FEET
 LB2159'NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2159'GROVE 1955.
 LB2159'
 LB2159'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER OF HIGHWAY 18 AND
 LB2159'1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2159'STAMPED GROVE NO 1 1955.
 LB2159'
 LB2159'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF HIGHWAY 18
 LB2159'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 LB2159'THE DISK IS STAMPED GROVE NO 2 1955.
 LB2159'
 LB2159'AZIMUTH MARK IS 66 FEET NORTHWEST OF THE INTERSECTION OF HIGHWAY 18
 LB2159'AND A GRAVEL CROSSROAD, 55 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 LB2159'34 FEET NORTH OF THE CENTER OF HIGHWAY 18, 1 FOOT SOUTH OF A FENCE
 LB2159'LINE AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 LB2159'INCHES AND THE DISK IS STAMPED GROVE 1955.
 LB2159'
 LB2159'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 231 AND STATE
 LB2159'HIGHWAY NOS. 53 AND 18 ABOUT 9 MILES WEST OF BROOKSTON, GO EAST ON
 LB2159'HIGHWAY 18 FOR 1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2159'CONTINUE EAST ON HIGHWAY 18 FOR 0.25 MILE TO A GRAVEL CROSSROAD
 LB2159'AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 LB2159'
 LB2159'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2159
 LB2159                          STATION RECOVERY (1982)
 LB2159
 LB2159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (NLM)
 LB2159'FOUND MONUMENT BASE DESTROYED-RECOVERED BRASS DISC-DISC IS IN MY
 LB2159'OFFICE IN THE COUNTY BUILDING IN MONTICELLO, IND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0511 ***********************************************************************
 ME0511  DESIGNATION -  GROVER
 ME0511  PID         -  ME0511
 ME0511  STATE/COUNTY-  IN/STARKE
 ME0511  COUNTRY     -  US
 ME0511  USGS QUAD   -  KNOX EAST (2019)
 ME0511
 ME0511                         *CURRENT SURVEY CONTROL
 ME0511  ______________________________________________________________________
 ME0511* NAD 83(1997) POSITION- 41 22 12.06040(N) 086 30 01.77217(W)   ADJUSTED
 ME0511* NAVD 88 ORTHO HEIGHT -   220.819 (meters)      724.47  (feet) ADJUSTED
 ME0511  ______________________________________________________________________
 ME0511  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 ME0511  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 ME0511  DYNAMIC HEIGHT  -        220.729 (meters)      724.18  (feet) COMP
 ME0511  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 ME0511
 ME0511  HORZ ORDER      -  THIRD
 ME0511  VERT ORDER      -  FIRST     CLASS I
 ME0511
 ME0511.The horizontal coordinates were established by classical geodetic methods
 ME0511.and adjusted by the National Geodetic Survey in May 1999.
 ME0511
 ME0511.The orthometric height was determined by differential leveling and
 ME0511.adjusted by the NATIONAL GEODETIC SURVEY
 ME0511.in April 1995.
 ME0511
 ME0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0511.GEOID18 height accuracy estimate available here.
 ME0511
 ME0511.Click photographs - Photos may exist for this station.
 ME0511
 ME0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0511
 ME0511.The dynamic height is computed by dividing the NAVD 88
 ME0511.geopotential number by the normal gravity value computed on the
 ME0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0511.degrees latitude (g = 980.6199 gals.).
 ME0511
 ME0511.The modeled gravity was interpolated from observed gravity values.
 ME0511
 ME0511. The following values were computed from the NAD 83(1997) position.
 ME0511
 ME0511;                    North         East     Units Scale Factor Converg.
 ME0511;SPC IN W     -   679,813.876   948,760.661   MT  0.99999592   +0 23 06.8
 ME0511;SPC IN W     - 2,230,356.02  3,112,725.60   sFT  0.99999592   +0 23 06.8
 ME0511;UTM  16      - 4,579,954.108   541,773.621   MT  0.99962148   +0 19 48.5
 ME0511
 ME0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0511!SPC IN W     -   0.99997067  x   0.99999592  =   0.99996659
 ME0511!UTM  16      -   0.99997067  x   0.99962148  =   0.99959216
 ME0511
 ME0511:                Primary Azimuth Mark                     Grid Az
 ME0511:SPC IN W     -  GROVER AZ MK                             103 42 43.4
 ME0511:UTM  16      -  GROVER AZ MK                             103 46 01.7
 ME0511
 ME0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4177379954(NAD 83)
 ME0511
 ME0511|---------------------------------------------------------------------|
 ME0511| PID    Reference Object                     Distance      Geod. Az  |
 ME0511|                                                           dddmmss.s |
 ME0511| ME0296 GROVER AZ MK                                       1040550.2 |
 ME0511| ME0510 GROVER RM 1                          27.965 METERS 12604     |
 ME0511| ME0512 GROVER RM 2                          28.918 METERS 27601     |
 ME0511|---------------------------------------------------------------------|
 ME0511
 ME0511                          SUPERSEDED SURVEY CONTROL
 ME0511
 ME0511  NAD 83(1986)-  41 22 12.06508(N)    086 30 01.77864(W) AD(       ) 3
 ME0511  NAD 27      -  41 22 11.91710(N)    086 30 01.73940(W) AD(       ) 3
 ME0511  NAVD 88 (06/15/91)  220.820  (m)          724.47   (f) SUPERSEDED  1 1
 ME0511  NGVD 29 (01/19/93)  220.930  (m)          724.83   (f) ADJUSTED    1 1
 ME0511  NGVD 29 (??/??/92)  220.930  (m)          724.83   (f) SUPERSEDED  1 1
 ME0511  NGVD 29             220.93   (m)          724.8    (f) LEVELING    3  
 ME0511
 ME0511.Superseded values are not recommended for survey control.
 ME0511
 ME0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0511.See file dsdata.pdf to determine how the superseded data were derived.
 ME0511
 ME0511_MARKER: DS = TRIANGULATION STATION DISK
 ME0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0511_STAMPING: GROVER 1952
 ME0511_MARK LOGO: CGS
 ME0511_PROJECTION: FLUSH
 ME0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0511+STABILITY: SURFACE MOTION
 ME0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0511+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 ME0511
 ME0511  HISTORY     - Date     Condition        Report By
 ME0511  HISTORY     - 1952     MONUMENTED       CGS
 ME0511  HISTORY     - 1968     GOOD             CGS
 ME0511  HISTORY     - 1968     GOOD             CGS
 ME0511  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 ME0511  HISTORY     - 1988     GOOD             USPSQD
 ME0511  HISTORY     - 1989     GOOD             USPSQD
 ME0511  HISTORY     - 19920907 GOOD             NGS
 ME0511  HISTORY     - 19990623 GOOD             USPSQD
 ME0511  HISTORY     - 20031217 GOOD             SCHC
 ME0511
 ME0511                          STATION DESCRIPTION
 ME0511
 ME0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0511'STATION IS LOCATED BETWEEN U.S. HIGHWAY 30 AND THE PENNSYLVANIA
 ME0511'RAILROAD TRACKS ABOUT 10 MILES WEST OF PLYMOUTH AND 1/4 MILE EAST OF
 ME0511'THE SMALL VILLAGE OF GROVERTOWN.  IT IS 80 FEET NORTH OF THE NORTH
 ME0511'RAIL OF THE RAILROAD TRACKS, 41 FEET SOUTH OF THE CENTER OF THE
 ME0511'HIGHWAY, 41 FEET EAST OF A 12 INCH ELM TREE AND 7 FEET WEST OF A WHITE
 ME0511'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GROVER 1952.
 ME0511'
 ME0511'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 32
 ME0511'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 30 FEET
 ME0511'SOUTHWEST OF A 30 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 ME0511'STAMPED GROVER NO 1 1952.
 ME0511'
 ME0511'REFERENCE MARK NO. 2 IS 62 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 ME0511'58 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.  THE MARK IS
 ME0511'FLUSH AND THE DISK IS STAMPED GROVER NO 2 1952.
 ME0511'
 ME0511'AZIMUTH MARK IS 60 FEET SOUTH OF THE CENTER OF HIGHWAY 30 AND 17 FEET
 ME0511'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.  THE DISK IS SET FLUSH
 ME0511'IN A DRILLHOLE IN THE EAST END OF A CONCRETE ABUTMENT OF A RAILROAD
 ME0511'CULVERT AND IT IS STAMPED GROVER 1952.
 ME0511'
 ME0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 30 IN
 ME0511'PLYMOUTH, GO WEST ON HIGHWAY 30 FOR 9.9 MILES TO THE AZIMUTH MARK ON
 ME0511'THE LEFT AS DESCRIBED, CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO
 ME0511'THE STATION ON THE LEFT AS DESCRIBED.
 ME0511'
 ME0511'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0511
 ME0511                          STATION RECOVERY (1968)
 ME0511
 ME0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0511'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND IN
 ME0511'GOOD CONDITION.  THE TO REACH AS GIVEN IS ADEQUATE.
 ME0511
 ME0511                          STATION RECOVERY (1968)
 ME0511
 ME0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0511'0.4 MI E FROM GROVERTOWN.
 ME0511'ABOUT 0.4 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0511'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, IN SECTION 26, R 1 W,
 ME0511'T 34 N, ABOUT 0.2 MILE EAST OF MILEPOST 394, 69 1/2 FEET SOUTH
 ME0511'OF THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 67.9
 ME0511'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 110 FEET
 ME0511'WEST OF A 40-INCH OAK TREE, 111 1/2 FEET SOUTHEAST OF THE SOUTH
 ME0511'END OF A 12-INCH PIPE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL
 ME0511'WITH THE TRACK, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 ME0511'IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 ME0511'GROUND.
 ME0511
 ME0511                          STATION RECOVERY (1984)
 ME0511
 ME0511'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME0511'GROVER 1952 AZ MK RECOVERED GOOD.  207 FEET EAST OF A GRAVEL ROAD
 ME0511'CROSSING, 400 FEET EAST OF A SIGNAL CONTROL BOX AT ABOUT MILE 393.5
 ME0511'AND ABOUT 36 YARDS SOUTH OF THE EAST BOUND LANE OF U.S. HIGHWAY 30.
 ME0511
 ME0511                          STATION RECOVERY (1988)
 ME0511
 ME0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (WPC)
 ME0511'RECOVERED IN GOOD CONDITION.
 ME0511
 ME0511                          STATION RECOVERY (1989)
 ME0511
 ME0511'RECOVERY NOTE BY US POWER SQUADRON 1989 (JNC)
 ME0511'RECOVERED IN GOOD CONDITION.
 ME0511
 ME0511                          STATION RECOVERY (1992)
 ME0511
 ME0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0511'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0511'HAMLET, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0511'0.6 KM (0.35 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 23, 29.2 M
 ME0511'(95.8 FT) EAST OF REFERENCE MARK 2, 27.9 M (91.5 FT) NORTHWEST OF
 ME0511'REFERENCE MARK 1, 24.8 M (81.4 FT) NORTH OF THE NEAR RAIL, 21.0 M
 ME0511'(68.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S.
 ME0511'HIGHWAY 30, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M
 ME0511'(1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ME0511'GROUND SURFACE.
 ME0511
 ME0511                          STATION RECOVERY (1999)
 ME0511
 ME0511'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0511'RECOVERED IN GOOD CONDITION.
 ME0511
 ME0511                          STATION RECOVERY (2003)
 ME0511
 ME0511'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2003 (BES)
 ME0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0296 ***********************************************************************
 ME0296  DESIGNATION -  GROVER AZ MK
 ME0296  PID         -  ME0296
 ME0296  STATE/COUNTY-  IN/STARKE
 ME0296  COUNTRY     -  US
 ME0296  USGS QUAD   -  DONALDSON (2019)
 ME0296
 ME0296                         *CURRENT SURVEY CONTROL
 ME0296  ______________________________________________________________________
 ME0296* NAD 83(1986) POSITION- 41 22 08.     (N) 086 29 41.     (W)   SCALED
 ME0296* NAVD 88 ORTHO HEIGHT -   221.858 (meters)      727.88  (feet) ADJUSTED
 ME0296  ______________________________________________________________________
 ME0296  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 ME0296  DYNAMIC HEIGHT  -        221.768 (meters)      727.58  (feet) COMP
 ME0296  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0296
 ME0296  VERT ORDER      -  FIRST     CLASS I
 ME0296
 ME0296.The horizontal coordinates were scaled from a map and have
 ME0296.an estimated accuracy of +/- 6 seconds.
 ME0296
 ME0296.The orthometric height was determined by differential leveling and
 ME0296.adjusted by the NATIONAL GEODETIC SURVEY
 ME0296.in April 1995.
 ME0296
 ME0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0296.GEOID18 height accuracy estimate available here.
 ME0296
 ME0296.Click photographs - Photos may exist for this station.
 ME0296
 ME0296.The dynamic height is computed by dividing the NAVD 88
 ME0296.geopotential number by the normal gravity value computed on the
 ME0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0296.degrees latitude (g = 980.6199 gals.).
 ME0296
 ME0296.The modeled gravity was interpolated from observed gravity values.
 ME0296
 ME0296;                    North         East    Units  Estimated Accuracy
 ME0296;SPC IN W     -   679,690.      949,240.      MT  (+/- 180 meters Scaled)
 ME0296
 ME0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL422798(NAD 83)
 ME0296
 ME0296                          SUPERSEDED SURVEY CONTROL
 ME0296
 ME0296  NAVD 88 (06/15/91)  221.854  (m)          727.87   (f) SUPERSEDED  1 1
 ME0296  NGVD 29 (01/19/93)  221.964  (m)          728.23   (f) ADJUSTED    1 1
 ME0296  NGVD 29 (??/??/92)  221.964  (m)          728.23   (f) SUPERSEDED  1 1
 ME0296
 ME0296.Superseded values are not recommended for survey control.
 ME0296
 ME0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0296.See file dsdata.pdf to determine how the superseded data were derived.
 ME0296
 ME0296_MARKER: DZ = AZIMUTH MARK DISK
 ME0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0296_SP_SET: HEADWALL
 ME0296_STAMPING: GROVER 1952
 ME0296_MARK LOGO: CGS
 ME0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0296+STABILITY: SURFACE MOTION
 ME0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0296+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0296
 ME0296  HISTORY     - Date     Condition        Report By
 ME0296  HISTORY     - 1952     MONUMENTED       CGS
 ME0296  HISTORY     - 1968     GOOD             CGS
 ME0296  HISTORY     - 19920907 GOOD             NGS
 ME0296
 ME0296                          STATION DESCRIPTION
 ME0296
 ME0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0296'0.7 MI E FROM GROVERTOWN.
 ME0296'ABOUT 0.7 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0296'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, IN SECTION 26,
 ME0296'R 1 W, T 34 N, ABOUT 0.5 MILE WEST OF MILEPOST 393, ABOUT 30
 ME0296'YARDS SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF U.S.
 ME0296'HIGHWAY 30, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE
 ME0296'HEAD WALL FOR A 4 FOOT PIPE CULVERT UNDER THE TRACK, 16.4 FEET
 ME0296'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 1.1 FEET
 ME0296'WEST OF THE EAST END OF THE HEAD WALL, ABOUT LEVEL WITH THE
 ME0296'HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 ME0296
 ME0296                          STATION RECOVERY (1992)
 ME0296
 ME0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0296'16.1 KM (10.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0296'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, IN TOP OF AND 0.4 M
 ME0296'(1.3 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 ME0296'CULVERT, 9.0 M (29.5 FT) NORTH OF THE NEAR RAIL, AND 0.7 M (2.3 FT)
 ME0296'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0510 ***********************************************************************
 ME0510  DESIGNATION -  GROVER RM 1
 ME0510  PID         -  ME0510
 ME0510  STATE/COUNTY-  IN/STARKE
 ME0510  COUNTRY     -  US
 ME0510  USGS QUAD   -  KNOX EAST (2019)
 ME0510
 ME0510                         *CURRENT SURVEY CONTROL
 ME0510  ______________________________________________________________________
 ME0510* NAD 83(1986) POSITION- 41 22 11.53   (N) 086 30 00.80   (W)   HD_HELD1
 ME0510* NAVD 88 ORTHO HEIGHT -   220.976 (meters)      724.99  (feet) ADJUSTED
 ME0510  ______________________________________________________________________
 ME0510  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME0510  DYNAMIC HEIGHT  -        220.886 (meters)      724.69  (feet) COMP
 ME0510  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0510
 ME0510  VERT ORDER      -  FIRST     CLASS I
 ME0510
 ME0510.The horizontal coordinates were determined by differentially corrected
 ME0510.hand held GPS observations or other comparable positioning techniques
 ME0510.and have an estimated accuracy of +/- 3 meters.
 ME0510
 ME0510.The orthometric height was determined by differential leveling and
 ME0510.adjusted by the NATIONAL GEODETIC SURVEY
 ME0510.in June 1991.
 ME0510
 ME0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0510.GEOID18 height accuracy estimate available here.
 ME0510
 ME0510.Click photographs - Photos may exist for this station.
 ME0510
 ME0510.The dynamic height is computed by dividing the NAVD 88
 ME0510.geopotential number by the normal gravity value computed on the
 ME0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0510.degrees latitude (g = 980.6199 gals.).
 ME0510
 ME0510.The modeled gravity was interpolated from observed gravity values.
 ME0510
 ME0510;                    North         East    Units  Estimated Accuracy
 ME0510;SPC IN W     -   679,797.7     948,783.4     MT  (+/- 3 meters HH1 GPS) 
 ME0510
 ME0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4179679937(NAD 83)
 ME0510
 ME0510                          SUPERSEDED SURVEY CONTROL
 ME0510
 ME0510  NGVD 29 (01/19/93)  221.085  (m)          725.34   (f) ADJUSTED    1 1
 ME0510  NGVD 29 (??/??/92)  221.085  (m)          725.34   (f) SUPERSEDED  1 1
 ME0510
 ME0510.Superseded values are not recommended for survey control.
 ME0510
 ME0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0510.See file dsdata.pdf to determine how the superseded data were derived.
 ME0510
 ME0510_MARKER: DR = REFERENCE MARK DISK
 ME0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0510_STAMPING: GROVER NO 1 1952
 ME0510_MARK LOGO: CGS
 ME0510_PROJECTION: FLUSH
 ME0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0510+STABILITY: SURFACE MOTION
 ME0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0510+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0510
 ME0510  HISTORY     - Date     Condition        Report By
 ME0510  HISTORY     - 1952     MONUMENTED       CGS
 ME0510  HISTORY     - 1968     GOOD             CGS
 ME0510  HISTORY     - 19920907 GOOD             NGS
 ME0510  HISTORY     - 19990623 GOOD             USPSQD
 ME0510
 ME0510                          STATION DESCRIPTION
 ME0510
 ME0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0510'0.4 MI E FROM GROVERTOWN.
 ME0510'ABOUT 0.4 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0510'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, IN SECTION 26, R 1 W,
 ME0510'T 34 N, 91.4 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 30.8
 ME0510'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 29 1/2
 ME0510'FEET SOUTHWEST OF A 40-INCH OAK TREE, 1.2 FEET WEST OF A METAL
 ME0510'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 ME0510'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME0510
 ME0510                          STATION RECOVERY (1992)
 ME0510
 ME0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0510'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0510'HAMLET, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0510'0.6 KM (0.35 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 23, 31.6 M
 ME0510'(103.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S.
 ME0510'HIGHWAY 30, 27.9 M (91.5 FT) SOUTHEAST OF TRIANGULATION STATION
 ME0510'GROVER, 13.4 M (44.0 FT) NORTH OF THE NEAR RAIL, 1.0 M (3.3 FT) ABOVE
 ME0510'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 ME0510'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0510
 ME0510                          STATION RECOVERY (1999)
 ME0510
 ME0510'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0512 ***********************************************************************
 ME0512  DESIGNATION -  GROVER RM 2
 ME0512  PID         -  ME0512
 ME0512  STATE/COUNTY-  IN/STARKE
 ME0512  COUNTRY     -  US
 ME0512  USGS QUAD   -  KNOX EAST (2019)
 ME0512
 ME0512                         *CURRENT SURVEY CONTROL
 ME0512  ______________________________________________________________________
 ME0512* NAD 83(1986) POSITION- 41 22 12.16   (N) 086 30 03.01   (W)   HD_HELD1
 ME0512* NAVD 88 ORTHO HEIGHT -   220.721 (meters)      724.15  (feet) ADJUSTED
 ME0512  ______________________________________________________________________
 ME0512  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 ME0512  DYNAMIC HEIGHT  -        220.632 (meters)      723.86  (feet) COMP
 ME0512  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 ME0512
 ME0512  VERT ORDER      -  FIRST     CLASS I
 ME0512
 ME0512.The horizontal coordinates were determined by differentially corrected
 ME0512.hand held GPS observations or other comparable positioning techniques
 ME0512.and have an estimated accuracy of +/- 3 meters.
 ME0512
 ME0512.The orthometric height was determined by differential leveling and
 ME0512.adjusted by the NATIONAL GEODETIC SURVEY
 ME0512.in June 1991.
 ME0512
 ME0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0512.GEOID18 height accuracy estimate available here.
 ME0512
 ME0512.Click photographs - Photos may exist for this station.
 ME0512
 ME0512.The dynamic height is computed by dividing the NAVD 88
 ME0512.geopotential number by the normal gravity value computed on the
 ME0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0512.degrees latitude (g = 980.6199 gals.).
 ME0512
 ME0512.The modeled gravity was interpolated from observed gravity values.
 ME0512
 ME0512;                    North         East    Units  Estimated Accuracy
 ME0512;SPC IN W     -   679,816.8     948,731.9     MT  (+/- 3 meters HH1 GPS) 
 ME0512
 ME0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4174479957(NAD 83)
 ME0512
 ME0512                          SUPERSEDED SURVEY CONTROL
 ME0512
 ME0512  NGVD 29 (01/19/93)  220.830  (m)          724.51   (f) ADJUSTED    1 1
 ME0512  NGVD 29 (??/??/92)  220.830  (m)          724.51   (f) SUPERSEDED  1 1
 ME0512
 ME0512.Superseded values are not recommended for survey control.
 ME0512
 ME0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0512.See file dsdata.pdf to determine how the superseded data were derived.
 ME0512
 ME0512_MARKER: DR = REFERENCE MARK DISK
 ME0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0512_STAMPING: GROVER NO 2 1952
 ME0512_MARK LOGO: CGS
 ME0512_PROJECTION: FLUSH
 ME0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0512+STABILITY: SURFACE MOTION
 ME0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0512+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0512
 ME0512  HISTORY     - Date     Condition        Report By
 ME0512  HISTORY     - 1952     MONUMENTED       CGS
 ME0512  HISTORY     - 1968     GOOD             CGS
 ME0512  HISTORY     - 19920907 GOOD             NGS
 ME0512  HISTORY     - 19990623 GOOD             USPSQD
 ME0512
 ME0512                          STATION DESCRIPTION
 ME0512
 ME0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0512'0.4 MI E FROM GROVERTOWN.
 ME0512'ABOUT 0.4 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0512'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, IN SECTION 26, R 1 W,
 ME0512'T 34 N, 94.8 FEET WEST-SOUTHWEST OF THE STATION MARK DESCRIBED,
 ME0512'83 1/2 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF
 ME0512'U.S. HIGHWAY 30, 57.6 FEET NORTH OF THE NORTH RAIL OF THE
 ME0512'WESTBOUND TRACK, 89 FEET SOUTHWEST OF A 24-INCH HICKORY TREE, 54
 ME0512'FEET SOUTH OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER THE
 ME0512'HIGHWAY, ABOUT LEVEL WITH THE TRACK, 3 FEET ABOVE THE LEVEL OF
 ME0512'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0512'1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME0512
 ME0512                          STATION RECOVERY (1992)
 ME0512
 ME0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0512'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0512'HAMLET, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0512'0.6 KM (0.35 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 23, 29.2 M
 ME0512'(95.8 FT) WEST OF TRIANGULATION STATION GROVER, 25.4 M (83.3 FT)
 ME0512'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 30,
 ME0512'21.6 M (70.9 FT) NORTH OF THE NEAR RAIL, 16.6 M (54.5 FT)
 ME0512'SOUTH-SOUTHEAST OF THE SOUTH END OF A CULVERT, 1.0 M (3.3 FT) ABOVE
 ME0512'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 ME0512'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0512
 ME0512                          STATION RECOVERY (1999)
 ME0512
 ME0512'RECOVERY NOTE BY US POWER SQUADRON 1999
 ME0512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1776 ***********************************************************************
 JA1776  DESIGNATION -  GROVES RESET
 JA1776  PID         -  JA1776
 JA1776  STATE/COUNTY-  IN/ORANGE
 JA1776  COUNTRY     -  US
 JA1776  USGS QUAD   -  HARDINSBURG (2019)
 JA1776
 JA1776                         *CURRENT SURVEY CONTROL
 JA1776  ______________________________________________________________________
 JA1776* NAD 83(1997) POSITION- 38 29 50.06641(N) 086 20 14.78776(W)   ADJUSTED
 JA1776* NAVD 88 ORTHO HEIGHT -   281.32  (+/-2cm)      923.0   (feet) VERTCON3
 JA1776  ______________________________________________________________________
 JA1776  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 JA1776  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 JA1776  HORZ ORDER      -  SECOND
 JA1776  VERT ORDER      -  THIRD ? (See Below)
 JA1776
 JA1776.The horizontal coordinates were established by classical geodetic methods
 JA1776.and adjusted by the National Geodetic Survey in May 1999.
 JA1776
 JA1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1776
 JA1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1776.GEOID18 height accuracy estimate available here.
 JA1776
 JA1776.The vertical order pertains to the NGVD 29 superseded value.
 JA1776
 JA1776.Click photographs - Photos may exist for this station.
 JA1776
 JA1776.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1776
 JA1776. The following values were computed from the NAD 83(1997) position.
 JA1776
 JA1776;                    North         East     Units Scale Factor Converg.
 JA1776;SPC IN W     -   360,950.138   965,066.979   MT  1.00001878   +0 27 51.5
 JA1776;SPC IN W     - 1,184,217.24  3,166,223.91   sFT  1.00001878   +0 27 51.5
 JA1776;UTM  16      - 4,261,195.196   557,776.229   MT  0.99964111   +0 24 44.8
 JA1776
 JA1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1776!SPC IN W     -   0.99996111  x   1.00001878  =   0.99997989
 JA1776!UTM  16      -   0.99996111  x   0.99964111  =   0.99960224
 JA1776
 JA1776:                Primary Azimuth Mark                     Grid Az
 JA1776:SPC IN W     -  GROVES AZ MK                             134 27 14.1
 JA1776:UTM  16      -  GROVES AZ MK                             134 30 20.8
 JA1776
 JA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5777661195(NAD 83)
 JA1776
 JA1776|---------------------------------------------------------------------|
 JA1776| PID    Reference Object                     Distance      Geod. Az  |
 JA1776|                                                           dddmmss.s |
 JA1776| JA1777 TT 27 DWP                            23.695 METERS 13336     |
 JA1776| CG7946 GROVES RM 3                          23.694 METERS 13340     |
 JA1776| CG7944 GROVES AZ MK                                       1345505.6 |
 JA1776| CG7947 GROVES RM 4                           5.637 METERS 22059     |
 JA1776| CG7945 GROVES RM 2                           7.773 METERS 29129     |
 JA1776|---------------------------------------------------------------------|
 JA1776
 JA1776                          SUPERSEDED SURVEY CONTROL
 JA1776
 JA1776  NAD 83(1993)-  38 29 50.07029(N)    086 20 14.78967(W) AD(       ) 2
 JA1776  NAD 83(1986)-  38 29 50.07154(N)    086 20 14.79211(W) AD(       ) 2
 JA1776  NAD 27      -  38 29 49.86800(N)    086 20 14.84800(W) AD(       ) 2
 JA1776  NGVD 29             281.42   (m)          923.3    (f) LEVELING    3  
 JA1776
 JA1776.Superseded values are not recommended for survey control.
 JA1776
 JA1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1776.See file dsdata.pdf to determine how the superseded data were derived.
 JA1776
 JA1776_MARKER: DS = TRIANGULATION STATION DISK
 JA1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1776_STAMPING: GROVES 1946 1972
 JA1776_MARK LOGO: CGS
 JA1776_PROJECTION: FLUSH
 JA1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1776+STABILITY: SURFACE MOTION
 JA1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1776+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 JA1776
 JA1776  HISTORY     - Date     Condition        Report By
 JA1776  HISTORY     - 1946     MONUMENTED       CGS
 JA1776  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JA1776  HISTORY     - 20030414 GOOD             INDOT
 JA1776
 JA1776                          STATION DESCRIPTION
 JA1776
 JA1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1776'STATION IS BESIDE STATE HIGHWAY 150, ABOUT 8 MILES SOUTHEAST FROM
 JA1776'PAOLI, IN A WASTE AREA ON THE TOP OF A SMALL HILL.  IT IS 58 FEET
 JA1776'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. THE MARK IS 12 INCHES
 JA1776'UNDERGROUND AND THE DISK IS STAMPED GROVES 1946.
 JA1776'
 JA1776'REFERENCE MARK NO. 1 IS 77.74 FEET SOUTHEAST OF THE STATION, TT 27
 JA1776'DWP USGS WAS USED FOR R.M. NO 1 46.5 FEET NORTHEAST OF
 JA1776'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTH OF A TELEPHONE POLE.
 JA1776'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED TT 27 DWP USGS
 JA1776'1946.
 JA1776'
 JA1776'REFERENCE MARK NO. 2 IS 72.10 FEET NORTHWEST OF THE STATION, 41 FEET
 JA1776'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND  1.5 FEET
 JA1776'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 JA1776'DISK IS STAMPED GROVES NO 2 1946.
 JA1776'
 JA1776'THE AZIMUTH MARK IS 0.4 MILES SOUTHEAST OF THE STATION, 112 FEET
 JA1776'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 150, AND 20 FEET EAST
 JA1776'OF THE CENTERLINE OF A DIRT ROAD, 2 FEET NORTH OF A WHITE WITNESS
 JA1776'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GROVES
 JA1776'1946.
 JA1776'
 JA1776'TO REACH FROM PAOLI, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 150, FOR
 JA1776'5.0 MILES TO THE VILLAGE OF CHAMBERSBURG, CONTINUE ON THE
 JA1776'HIGHWAY FOR 2.6 MILES TO THE TOP OF A NEARLY BARE SUMMIT AND THE
 JA1776'STATION ON THE LEFT.
 JA1776'
 JA1776'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1776
 JA1776                          STATION RECOVERY (1972)
 JA1776
 JA1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JA1776'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 JA1776'WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1 TT 27 DWP USGS
 JA1776'WAS FOUND DESTROYED. THE SURFACE STATION MARK WAS RESET AND THE
 JA1776'UNDERGROUND STATION MARK LOWERED HOLDING THE UNDERGROUND
 JA1776'POINT. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 JA1776'WAS VERIFIED. REFERENCE MARK 2 WAS IN THE WAY OF GRADING AND
 JA1776'WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER. REFERENCE MARKS 3
 JA1776'AND 4 WERE SET. A NEW DESCRIPTION FOLLOWS -
 JA1776'
 JA1776'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE SMALL
 JA1776'SETTLEMENT OF CHAMBERSBURG, ON THE PROPERTY OF MR.  GEORGE E.
 JA1776'RILEY, 35 FEET NORTHWEST OF THE CENTERLINE OF DRIVEWAY, 73 FEET SOUTH
 JA1776'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF METAL
 JA1776'BUILDING AND 58 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY. THE
 JA1776'MONUMENT IS FLUSH AND THE DISK IS STAMPED GROVES 1946 1972.
 JA1776'
 JA1776'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN PAOLI, GO
 JA1776'SOUTHEAST ON U.S. HIGHWAY 150 FOR 5.0 MILES TO THE SMALL
 JA1776'SETTLEMENT OF CHAMBERSBURG. CONTINUE SOUTHEAST ON THE HIGHWAY FOR 3.6
 JA1776'MILES TO THE CREST OF HILL AND THE STATION ON THE LEFT. CONTINUE
 JA1776'SOUTHEASTERLY ON THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD AND THE
 JA1776'AZIMUTH MARK ON THE RIGHT.
 JA1776'
 JA1776'REFERENCE MARK 3 IS 46 FEET NORTHEAST OF THE CENTERLINE OF THE
 JA1776'HIGHWAY, 43 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY,
 JA1776'93 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 49 FEET
 JA1776'SOUTHWEST OF A UTILITY POLE AND 7 FEET NORTH OF A POWER POLE. THE
 JA1776'MONUMENT IS FLUSH AND THE DISK IS STAMPED GROVES 1946 NO 3 1972.
 JA1776'
 JA1776'REFERENCE MARK 4 IS 40 FEET NORTHEAST OF THE CENTERLINE OF THE
 JA1776'HIGHWAY AND 35 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA1776'HIGHWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GROVES 1946 NO
 JA1776'4 1972.
 JA1776'
 JA1776'THE AZIMUTH MARK IS 112 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JA1776'20 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 1 FOOT NORTH OF A
 JA1776'METAL WITNESS POST AND 4 FEET NORTH OF A TELEPHONE POLE. THE MONUMENT
 JA1776'PROJECTS 6 INCHES AND THE DISK IS STAMPED GROVES 1946.
 JA1776'
 JA1776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 9 MILES
 JA1776'SOUTHEAST OF PAOLI.
 JA1776'
 JA1776'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1776
 JA1776                          STATION RECOVERY (2003)
 JA1776
 JA1776'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JA1776'ADDITIONAL REFERENCES ARE AS FOLLOWS.  THE STATION IS LOCATED IN THE
 JA1776'SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
 JA1776'OF SECTION 30, T-1-N, R-2-E OF THE 2ND PRINCIPAL MERIDIAN AND BEARS
 JA1776'18.75 FT. 122 DEGREES AZIMUTH FROM THE NORTHEAST CORNER OF A CONCRETE
 JA1776'SIGN BASE, 22.23 FT. 92 DEGREES AZIMUTH FROM THE SOUTHEAST CORNER OF
 JA1776'
 JA1776'A CONCRETE SIGN BASE, 85.18 FT. 279 DEGREES AZIMUTH FROM THE FACE EDGE
 JA1776'OF A LIGHT POLE, AND IS 57.4 FT. OFFSET LEFT (NORTHEAST) OF THE
 JA1776'CENTERLINE OF U.S.150 AT STATION 409+72 OF INDOT PROJECT NO. 150
 JA1776'SECTION C2 DATED 1927 AND RECENTLY SURVEYED AS PROJECT NO. STP-030-1
 JA1776'(005).  THE MONUMENT WAS FOUND ABOUT 0.2 FT. UNDER GRAVEL.  AN ADOBE
 JA1776'.PDF REFERENCE DRAWING FILE IS ATTACHED WITH AN EMAIL TO
 JA1776'DEB.BROWN AT NOAA.GOV.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI3637 ***********************************************************************
 DI3637  PACS        -  This is a Primary Airport Control Station.
 DI3637  DESIGNATION -  GSH A
 DI3637  PID         -  DI3637
 DI3637  STATE/COUNTY-  IN/ELKHART
 DI3637  COUNTRY     -  US
 DI3637  USGS QUAD   -  GOSHEN (2019)
 DI3637
 DI3637                         *CURRENT SURVEY CONTROL
 DI3637  ______________________________________________________________________
 DI3637* NAD 83(2011) POSITION- 41 31 26.27333(N) 085 47 35.13390(W)   ADJUSTED
 DI3637* NAD 83(2011) ELLIP HT-   216.561 (meters)        (06/27/12)   ADJUSTED
 DI3637* NAD 83(2011) EPOCH   -  2010.00
 DI3637* NAVD 88 ORTHO HEIGHT -   250.08  (meters)      820.5   (feet) GPS OBS
 DI3637  ______________________________________________________________________
 DI3637  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3637  GEOID HEIGHT    -        -33.479 (meters)                     GEOID03
 DI3637  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 DI3637  NAD 83(2011) X  -    350,827.592 (meters)                     COMP
 DI3637  NAD 83(2011) Y  - -4,769,490.703 (meters)                     COMP
 DI3637  NAD 83(2011) Z  -  4,206,308.893 (meters)                     COMP
 DI3637  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 DI3637
 DI3637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3637  Standards:
 DI3637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3637  -------------------------------------------------------------------
 DI3637  NETWORK    0.37   1.04           0.17   0.13   0.53      0.03822342
 DI3637  -------------------------------------------------------------------
 DI3637  Click here for local accuracies and other accuracy information.
 DI3637
 DI3637.This mark is at Goshen Airport (GSH)
 DI3637
 DI3637.The horizontal coordinates were established by GPS observations
 DI3637.and adjusted by the National Geodetic Survey in June 2012.
 DI3637
 DI3637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3637.been affixed to the stable North American tectonic plate. See 
 DI3637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI3637
 DI3637.The horizontal coordinates are valid at the epoch date displayed above
 DI3637.which is a decimal equivalence of Year/Month/Day.
 DI3637
 DI3637.The orthometric height was determined by GPS observations and a
 DI3637.high-resolution geoid model.
 DI3637
 DI3637.GPS derived orthometric heights for airport stations designated as
 DI3637.PACS or SACS are published to 2 decimal places.  This maintains
 DI3637.centimeter relative accuracy between the PACS and SACS.  It does
 DI3637.not indicate centimeter accuracy relative to other marks which are
 DI3637.part of the published vertical control network.
 DI3637
 DI3637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3637.GEOID18 height accuracy estimate available here.
 DI3637
 DI3637.Click photographs - Photos may exist for this station.
 DI3637
 DI3637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3637
 DI3637.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3637
 DI3637.The ellipsoidal height was determined by GPS observations
 DI3637.and is referenced to NAD 83.
 DI3637
 DI3637. The following values were computed from the NAD 83(2011) position.
 DI3637
 DI3637;                    North         East     Units Scale Factor Converg.
 DI3637;SPC IN E     -   696,754.970    89,448.150   MT  0.99996804   -0 05 01.7
 DI3637;SPC IN E     - 2,285,936.93    293,464.47   sFT  0.99996804   -0 05 01.7
 DI3637;UTM  16      - 4,597,627.912   600,695.595   MT  0.99972478   +0 48 00.6
 DI3637
 DI3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3637!SPC IN E     -   0.99996603  x   0.99996804  =   0.99993407
 DI3637!UTM  16      -   0.99996603  x   0.99972478  =   0.99969082
 DI3637
 DI3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0069597627(NAD 83)
 DI3637
 DI3637                          SUPERSEDED SURVEY CONTROL
 DI3637
 DI3637  NAD 83(2007)-  41 31 26.27363(N)    085 47 35.13483(W) AD(2002.00) B
 DI3637  ELLIP H (04/07/09)  216.585  (m)                       GP(2002.00) 3 1
 DI3637  NAD 83(1997)-  41 31 26.27338(N)    085 47 35.13449(W) AD(       ) B
 DI3637  ELLIP H (02/05/07)  216.574  (m)                       GP(       ) 3 1
 DI3637
 DI3637.Superseded values are not recommended for survey control.
 DI3637
 DI3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3637.See file dsdata.pdf to determine how the superseded data were derived.
 DI3637
 DI3637_MARKER: F = FLANGE-ENCASED ROD
 DI3637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI3637_STAMPING: GSH A 2006
 DI3637_MARK LOGO: WOOLPT
 DI3637_PROJECTION: FLUSH
 DI3637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3637+STABILITY: POSITION/ELEVATION WELL
 DI3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3637+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DI3637_ROD/PIPE-DEPTH: 32.9 meters
 DI3637_SLEEVE-DEPTH  : 1 meters
 DI3637
 DI3637  HISTORY     - Date     Condition        Report By
 DI3637  HISTORY     - 20061112 MONUMENTED       WOOLPT
 DI3637  HISTORY     - 20160616 GOOD             AEROTE
 DI3637
 DI3637                          STATION DESCRIPTION
 DI3637
 DI3637'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3637'THE STATION IS LOCATED 3.92 KM (2.44 MI) NORTHEAST OF NEW PARIS, 7.01
 DI3637'KM (4.36 MI) SOUTHEAST OF GOSHEN, 41.60 KM (25.85 MI) SOUTHEAST OF
 DI3637'SOUTH BEND AND AT THE GOSHEN MUNICIPAL AIRPORT.  OWNERSHIP-GOSHEN
 DI3637'BOARD OF AVIATION, GOSHEN, IN 46526.
 DI3637'
 DI3637'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 33 AND S.R.  15 IN
 DI3637'THE CENTER OF GOSHEN, GO EAST ON U.S. 33 FOR 0.8 KM (0.50 MI) TO WHERE
 DI3637'THE U.S.33 TURNS TO THE RIGHT, SOUTHEAST, CONTINUE SOUTHEAST ON U.S.
 DI3637'33 FOR 5.26 KM (3.27 MI) TO WHERE U.S. 33 TURNS TO THE RIGHT, SOUTH,
 DI3637'CONTINUE SOUTH ON U.S. 33 FOR 2.91 KM (1.81 MI) TO THE INTERSECTION
 DI3637'WITH LINCOLN ST., TURN RIGHT, WEST, ON LINCOLN ST.  FOR 1.22 KM (0.76
 DI3637'MI) TO THE AIRPLANE HANGER ENTRANCE ON THE RIGHT, TURN RIGHT, NORTH,
 DI3637'INTO THE HANGER AREA AND FOR 120 M (394 FT) TO THE HANGER TAXIWAY,
 DI3637'CONTINUE NORTH INTO THE GRASS FOR 26 M (85 FT) TO THE STATION ON THE
 DI3637'LEFT.THE STATION IS A PUNCH-MARK ON THE TOP OF A 5/16-INCH (13 CM)
 DI3637'DIAMETER STAINLESS STEEL ROD DRIVEN TO A REFUSAL AT A DEPTH OF 32.9 M,
 DI3637'ENCASED INSIDE A 5-INCH (13 CM) DIAMETER PVC PIPE FITTED WITH A
 DI3637'STANDARD ALUMINUM LOGO CAP STAMPED -- GSH A 2006 -- ALL SURROUNDED BY
 DI3637'A 16-INCH (41 CM) DIAMETER CONCRETE COLLAR SET FLUSH WITH GROUND.
 DI3637'24.4 M (80.0 FT) SOUTH OF THE EDGE OF THE TAXIWAY A, 23.7 M (77.8 FT)
 DI3637'SOUTHEAST OF A CONCRETE MONUMENT STAMPED -- GOSPORT 1986 --, 9.2 M
 DI3637'(30.2 FT) NORTH OF A WINDSOCK, AND 0.6 M (2.0 FT) SOUTH OF A
 DI3637'FIBERGLASS WITNESS POST.
 DI3637'
 DI3637'NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 DI3637
 DI3637                          STATION RECOVERY (2016)
 DI3637
 DI3637'RECOVERY NOTE BY AEROTEC 2016 (DF)
 DI3637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI3694 ***********************************************************************
 DI3694  SACS        -  This is a Secondary Airport Control Station.
 DI3694  DESIGNATION -  GSH B
 DI3694  PID         -  DI3694
 DI3694  STATE/COUNTY-  IN/ELKHART
 DI3694  COUNTRY     -  US
 DI3694  USGS QUAD   -  GOSHEN (2019)
 DI3694
 DI3694                         *CURRENT SURVEY CONTROL
 DI3694  ______________________________________________________________________
 DI3694* NAD 83(2011) POSITION- 41 31 27.39022(N) 085 47 00.31300(W)   ADJUSTED
 DI3694* NAD 83(2011) ELLIP HT-   217.532 (meters)        (06/27/12)   ADJUSTED
 DI3694* NAD 83(2011) EPOCH   -  2010.00
 DI3694* NAVD 88 ORTHO HEIGHT -   251.05  (meters)      823.7   (feet) GPS OBS
 DI3694  ______________________________________________________________________
 DI3694  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3694  GEOID HEIGHT    -        -33.468 (meters)                     GEOID03
 DI3694  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 DI3694  NAD 83(2011) X  -    351,631.129 (meters)                     COMP
 DI3694  NAD 83(2011) Y  - -4,769,409.353 (meters)                     COMP
 DI3694  NAD 83(2011) Z  -  4,206,335.335 (meters)                     COMP
 DI3694  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 DI3694
 DI3694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3694  Standards:
 DI3694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3694  -------------------------------------------------------------------
 DI3694  NETWORK    0.46   1.12           0.21   0.16   0.57      0.00828815
 DI3694  -------------------------------------------------------------------
 DI3694  Click here for local accuracies and other accuracy information.
 DI3694
 DI3694.This mark is at Goshen Airport (GSH)
 DI3694
 DI3694.The horizontal coordinates were established by GPS observations
 DI3694.and adjusted by the National Geodetic Survey in June 2012.
 DI3694
 DI3694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3694.been affixed to the stable North American tectonic plate. See 
 DI3694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI3694
 DI3694.The horizontal coordinates are valid at the epoch date displayed above
 DI3694.which is a decimal equivalence of Year/Month/Day.
 DI3694
 DI3694.The orthometric height was determined by GPS observations and a
 DI3694.high-resolution geoid model.
 DI3694
 DI3694.GPS derived orthometric heights for airport stations designated as
 DI3694.PACS or SACS are published to 2 decimal places.  This maintains
 DI3694.centimeter relative accuracy between the PACS and SACS.  It does
 DI3694.not indicate centimeter accuracy relative to other marks which are
 DI3694.part of the published vertical control network.
 DI3694
 DI3694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3694.GEOID18 height accuracy estimate available here.
 DI3694
 DI3694.Click photographs - Photos may exist for this station.
 DI3694
 DI3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3694
 DI3694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3694
 DI3694.The ellipsoidal height was determined by GPS observations
 DI3694.and is referenced to NAD 83.
 DI3694
 DI3694. The following values were computed from the NAD 83(2011) position.
 DI3694
 DI3694;                    North         East     Units Scale Factor Converg.
 DI3694;SPC IN E     -   696,788.290    90,255.486   MT  0.99996783   -0 04 38.6
 DI3694;SPC IN E     - 2,286,046.25    296,113.21   sFT  0.99996783   -0 04 38.6
 DI3694;UTM  16      - 4,597,673.672   601,502.126   MT  0.99972679   +0 48 23.7
 DI3694
 DI3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3694!SPC IN E     -   0.99996588  x   0.99996783  =   0.99993371
 DI3694!UTM  16      -   0.99996588  x   0.99972679  =   0.99969268
 DI3694
 DI3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0150297673(NAD 83)
 DI3694
 DI3694                          SUPERSEDED SURVEY CONTROL
 DI3694
 DI3694  NAD 83(2007)-  41 31 27.39053(N)    085 47 00.31393(W) AD(2002.00) 1
 DI3694  ELLIP H (04/15/09)  217.557  (m)                       GP(2002.00) 4 1
 DI3694  NAD 83(1997)-  41 31 27.39028(N)    085 47 00.31359(W) AD(       ) 1
 DI3694  ELLIP H (02/05/07)  217.546  (m)                       GP(       ) 4 1
 DI3694
 DI3694.Superseded values are not recommended for survey control.
 DI3694
 DI3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3694.See file dsdata.pdf to determine how the superseded data were derived.
 DI3694
 DI3694_MARKER: DD = SURVEY DISK
 DI3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3694_STAMPING: GSH B 2006
 DI3694_MARK LOGO: WOOLPT
 DI3694_PROJECTION: FLUSH
 DI3694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3694+STABILITY: SURFACE MOTION
 DI3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3694+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DI3694
 DI3694  HISTORY     - Date     Condition        Report By
 DI3694  HISTORY     - 20061112 MONUMENTED       WOOLPT
 DI3694
 DI3694                          STATION DESCRIPTION
 DI3694
 DI3694'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3694'THE STATION IS LOCATED 3.92 KM (2.44 MI) NORTHEAST OF NEW PARIS, 7.01
 DI3694'KM (4.36 MI) SOUTHEAST OF GOSHEN, 41.60 KM (25.85 MI) SOUTHEAST OF
 DI3694'SOUTH BEND AND AT THE GOSHEN MUNICIPAL AIRPORT.  OWNERSHIP-GOSHEN
 DI3694'BOARD OF AVIATION, GOSHEN, IN 46526.
 DI3694'
 DI3694'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 33 AND S.R.  15 IN
 DI3694'THE CENTER OF GOSHEN, GO EAST ON U.S. 33 FOR 0.8 KM (0.50 MI) TO WHERE
 DI3694'THE U.S.33 TURNS TO THE RIGHT, SOUTHEAST, CONTINUE SOUTHEAST ON U.S.
 DI3694'33 FOR 5.26 KM (3.27 MI) TO WHERE U.S. 33 TURNS TO THE RIGHT, SOUTH,
 DI3694'CONTINUE SOUTH ON U.S. 33 FOR 2.91 KM (1.81 MI) TO THE INTERSECTION
 DI3694'WITH LINCOLN ST., TURN RIGHT, WEST, ON LINCOLN ST.  FOR 1.22 KM (0.76
 DI3694'MI) TO THE AIRPLANE HANGER ENTRANCE ON THE RIGHT, TURN RIGHT, NORTH,
 DI3694'INTO THE HANGER AREA AND FOR 120 M (394 FT) TO THE HANGER TAXIWAY,
 DI3694'TURN LEFT, WEST, ON THE TAXIWAY FOR 85 M (280 FT) TO THE APRON AND A4
 DI3694'TAXIWAY CROSSOVER, TURN RIGHT, NORTH, ON THE TAXIWAY CROSSOVER FOR
 DI3694'50.6 M (166 FT) TO THE INTERSECTION OF TAXIWAY A, TURN RIGHT, EAST, ON
 DI3694'TAXIWAY A FOR 0.85 KM (0.53 MI) TO THE END OF TAXIWAY A AND THE
 DI3694'STATION ON THE RIGHT.  THE STATION IS BRONZE WOOLPERT GEODETIC CONTROL
 DI3694'SURVEY MARK STAMPED -- GSH B 2006 -- SET IN THE TOP OF A 30 CM
 DI3694'(12-INCH) DIAMETER BY 1.2 M (4.0 FT) DEEP CONCRETE MARK.  31.5 M
 DI3694'(103.5 FT) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTH OF THE SOUTHEAST
 DI3694'CORNER OF TAXIWAY INTERSECTION A AND A5, 15.4 M (50.5 FT) EAST OF THE
 DI3694'SOUTH EDGE OF TAXIWAY INTERSECTION A AND A5, 13.0 M (42.5 FT) EAST
 DI3694'NORTHEAST OF A TAXIWAY LIGHT NEAR THE SOUTHEAST CORNER OF TAXIWAY
 DI3694'INTERSECTION A AND A5, AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS
 DI3694'POST.
 DI3694'
 DI3694'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3694'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI3695 ***********************************************************************
 DI3695  SACS        -  This is a Secondary Airport Control Station.
 DI3695  DESIGNATION -  GSH C
 DI3695  PID         -  DI3695
 DI3695  STATE/COUNTY-  IN/ELKHART
 DI3695  COUNTRY     -  US
 DI3695  USGS QUAD   -  GOSHEN (2019)
 DI3695
 DI3695                         *CURRENT SURVEY CONTROL
 DI3695  ______________________________________________________________________
 DI3695* NAD 83(2011) POSITION- 41 31 26.18389(N) 085 48 19.84349(W)   ADJUSTED
 DI3695* NAD 83(2011) ELLIP HT-   215.404 (meters)        (06/27/12)   ADJUSTED
 DI3695* NAD 83(2011) EPOCH   -  2010.00
 DI3695* NAVD 88 ORTHO HEIGHT -   248.94  (meters)      816.7   (feet) GPS OBS
 DI3695  ______________________________________________________________________
 DI3695  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3695  GEOID HEIGHT    -        -33.493 (meters)                     GEOID03
 DI3695  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 DI3695  NAD 83(2011) X  -    349,793.828 (meters)                     COMP
 DI3695  NAD 83(2011) Y  - -4,769,567.597 (meters)                     COMP
 DI3695  NAD 83(2011) Z  -  4,206,306.060 (meters)                     COMP
 DI3695  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 DI3695
 DI3695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3695  Standards:
 DI3695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3695  -------------------------------------------------------------------
 DI3695  NETWORK    0.52   1.16           0.24   0.18   0.59     -0.08114395
 DI3695  -------------------------------------------------------------------
 DI3695  Click here for local accuracies and other accuracy information.
 DI3695
 DI3695.This mark is at Goshen Airport (GSH)
 DI3695
 DI3695.The horizontal coordinates were established by GPS observations
 DI3695.and adjusted by the National Geodetic Survey in June 2012.
 DI3695
 DI3695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3695.been affixed to the stable North American tectonic plate. See 
 DI3695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI3695
 DI3695.The horizontal coordinates are valid at the epoch date displayed above
 DI3695.which is a decimal equivalence of Year/Month/Day.
 DI3695
 DI3695.The orthometric height was determined by GPS observations and a
 DI3695.high-resolution geoid model.
 DI3695
 DI3695.GPS derived orthometric heights for airport stations designated as
 DI3695.PACS or SACS are published to 2 decimal places.  This maintains
 DI3695.centimeter relative accuracy between the PACS and SACS.  It does
 DI3695.not indicate centimeter accuracy relative to other marks which are
 DI3695.part of the published vertical control network.
 DI3695
 DI3695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3695.GEOID18 height accuracy estimate available here.
 DI3695
 DI3695.Click photographs - Photos may exist for this station.
 DI3695
 DI3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3695
 DI3695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3695
 DI3695.The ellipsoidal height was determined by GPS observations
 DI3695.and is referenced to NAD 83.
 DI3695
 DI3695. The following values were computed from the NAD 83(2011) position.
 DI3695
 DI3695;                    North         East     Units Scale Factor Converg.
 DI3695;SPC IN E     -   696,753.801    88,411.595   MT  0.99996832   -0 05 31.4
 DI3695;SPC IN E     - 2,285,933.10    290,063.71   sFT  0.99996832   -0 05 31.4
 DI3695;UTM  16      - 4,597,610.756   599,659.435   MT  0.99972222   +0 47 30.9
 DI3695
 DI3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3695!SPC IN E     -   0.99996621  x   0.99996832  =   0.99993454
 DI3695!UTM  16      -   0.99996621  x   0.99972222  =   0.99968844
 DI3695
 DI3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9965997610(NAD 83)
 DI3695
 DI3695                          SUPERSEDED SURVEY CONTROL
 DI3695
 DI3695  NAD 83(2007)-  41 31 26.18419(N)    085 48 19.84441(W) AD(2002.00) 1
 DI3695  ELLIP H (04/15/09)  215.429  (m)                       GP(2002.00) 4 1
 DI3695  NAD 83(1997)-  41 31 26.18394(N)    085 48 19.84407(W) AD(       ) 1
 DI3695  ELLIP H (02/05/07)  215.418  (m)                       GP(       ) 4 1
 DI3695
 DI3695.Superseded values are not recommended for survey control.
 DI3695
 DI3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3695.See file dsdata.pdf to determine how the superseded data were derived.
 DI3695
 DI3695_MARKER: DD = SURVEY DISK
 DI3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3695_STAMPING: GSH C 2006
 DI3695_MARK LOGO: WOOLPT
 DI3695_PROJECTION: FLUSH
 DI3695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3695+STABILITY: SURFACE MOTION
 DI3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3695+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DI3695
 DI3695  HISTORY     - Date     Condition        Report By
 DI3695  HISTORY     - 20061112 MONUMENTED       WOOLPT
 DI3695
 DI3695                          STATION DESCRIPTION
 DI3695
 DI3695'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3695'THE STATION IS LOCATED 3.92 KM (2.44 MI) NORTHEAST OF NEW PARIS, 7.01
 DI3695'KM (4.36 MI) SOUTHEAST OF GOSHEN, 41.60 KM (25.85 MI) SOUTHEAST OF
 DI3695'SOUTH BEND AND AT THE GOSHEN MUNICIPAL AIRPORT.  OWNERSHIP-GOSHEN
 DI3695'BOARD OF AVIATION, GOSHEN, IN 46526.
 DI3695'
 DI3695'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 33 AND S.R.  15 IN
 DI3695'THE CENTER OF GOSHEN, GO EAST ON U.S. 33 FOR 0.8 KM (0.50 MI) TO WHERE
 DI3695'THE U.S.33 TURNS TO THE RIGHT, SOUTHEAST, CONTINUE SOUTHEAST ON U.S.
 DI3695'33 FOR 5.26 KM (3.27 MI) TO WHERE U.S. 33 TURNS TO THE RIGHT, SOUTH,
 DI3695'CONTINUE SOUTH ON U.S. 33 FOR 2.91 KM (1.81 MI) TO THE INTERSECTION
 DI3695'WITH LINCOLN ST., TURN RIGHT, WEST, ON LINCOLN ST.  FOR 1.22 KM (0.76
 DI3695'MI) TO THE AIRPLANE HANGER ENTRANCE ON THE RIGHT, TURN RIGHT, NORTH,
 DI3695'INTO THE HANGER AREA AND FOR 120 M (394 FT) TO THE HANGER TAXIWAY,
 DI3695'TURN LEFT, WEST, ON THE TAXIWAY FOR 85 M (280 FT) TO THE APRON AND A4
 DI3695'TAXIWAY CROSSOVER, TURN RIGHT, NORTH, ON THE TAXIWAY CROSSOVER FOR
 DI3695'50.6 M (166 FT) TO THE INTERSECTION OF TAXIWAY A, TURN LEFT, WEST, ON
 DI3695'TAXIWAY A FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.  THE
 DI3695'STATION IS BRONZE WOOLPERT GEODETIC CONTROL SURVEY MARK STAMPED -- GSH
 DI3695'C 2006 -- SET IN THE TOP OF A 30 CM (12-INCH) DIAMETER BY 1.2 M (4.0
 DI3695'FT) DEEP CONCRETE MARK.  57.0 M (187.0 FT) SOUTHWEST OF THE SOUTHWEST
 DI3695'CORNER OF A CONCRETE CATCH BASIN, 29.3 M (96.0 FT) SOUTHWEST OF THE
 DI3695'THIRD TAXIWAY LIGHT, 15.4 M (50.5 FT) SOUTH OF THE WEST EDGE OF
 DI3695'TAXIWAY A1, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 DI3695'
 DI3695'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3695'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2249 ***********************************************************************
 HZ2249  DESIGNATION -  GUESWINE
 HZ2249  PID         -  HZ2249
 HZ2249  STATE/COUNTY-  IN/HARRISON
 HZ2249  COUNTRY     -  US
 HZ2249  USGS QUAD   -  LANESVILLE (2019)
 HZ2249
 HZ2249                         *CURRENT SURVEY CONTROL
 HZ2249  ______________________________________________________________________
 HZ2249* NAD 83(1997) POSITION- 38 14 29.40682(N) 085 58 32.79299(W)   ADJUSTED
 HZ2249* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 HZ2249  ______________________________________________________________________
 HZ2249  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 HZ2249  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 HZ2249  HORZ ORDER      -  THIRD
 HZ2249
 HZ2249.The horizontal coordinates were established by classical geodetic methods
 HZ2249.and adjusted by the National Geodetic Survey in May 1999.
 HZ2249
 HZ2249.The orthometric height was scaled from a topographic map.
 HZ2249
 HZ2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2249.GEOID18 height accuracy estimate available here.
 HZ2249
 HZ2249.Click photographs - Photos may exist for this station.
 HZ2249
 HZ2249.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2249
 HZ2249. The following values were computed from the NAD 83(1997) position.
 HZ2249
 HZ2249;                    North         East     Units Scale Factor Converg.
 HZ2249;SPC IN E     -   332,344.726    72,940.329   MT  0.99997568   -0 11 28.8
 HZ2249;SPC IN E     - 1,090,367.66    239,305.06   sFT  0.99997568   -0 11 28.8
 HZ2249;UTM  16      - 4,233,106.609   589,629.576   MT  0.99969894   +0 38 02.4
 HZ2249
 HZ2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2249!SPC IN E     -   0.99996835  x   0.99997568  =   0.99994403
 HZ2249!UTM  16      -   0.99996835  x   0.99969894  =   0.99966730
 HZ2249
 HZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8962933106(NAD 83)
 HZ2249
 HZ2249|---------------------------------------------------------------------|
 HZ2249| PID    Reference Object                     Distance      Geod. Az  |
 HZ2249|                                                           dddmmss.s |
 HZ2249| CG7948 GUESWINE RM 1                        13.911 METERS 11052     |
 HZ2249| CG7949 GUESWINE RM 2                         7.422 METERS 16737     |
 HZ2249| HZ2257 IND 731                             344.539 METERS 24920     |
 HZ2249|---------------------------------------------------------------------|
 HZ2249
 HZ2249                          SUPERSEDED SURVEY CONTROL
 HZ2249
 HZ2249  NAD 83(1993)-  38 14 29.40761(N)    085 58 32.79428(W) AD(       ) 3
 HZ2249  NAD 83(1986)-  38 14 29.41156(N)    085 58 32.80060(W) AD(       ) 3
 HZ2249  NAD 27      -  38 14 29.16500(N)    085 58 32.91900(W) AD(       ) 3
 HZ2249
 HZ2249.Superseded values are not recommended for survey control.
 HZ2249
 HZ2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2249.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2249
 HZ2249_MARKER: DS = TRIANGULATION STATION DISK
 HZ2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2249_STAMPING: GUESWINE 1947
 HZ2249_MARK LOGO: CGS
 HZ2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2249+STABILITY: SURFACE MOTION
 HZ2249
 HZ2249  HISTORY     - Date     Condition        Report By
 HZ2249  HISTORY     - 1947     MONUMENTED       CGS
 HZ2249
 HZ2249                          STATION DESCRIPTION
 HZ2249
 HZ2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2249'THE STATION IS LOCATED 0.5 MILE EAST OF THE VILLAGE OF LANESVILLE IN
 HZ2249'PASTURE LAND. IT IS 0.05 MILE SOUTH OF STATE HIGHWAY 62, 5
 HZ2249'FEET NORTHEAST OF A WITNESS POST AND ON THE NORTHERN SLOPE OF THE
 HZ2249'HILL. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED GUESWINE
 HZ2249'1947.
 HZ2249'
 HZ2249'REFERENCE MARK NO 1 IS 45.64 FEET EAST OF THE STATION. THE DISK IS
 HZ2249'SET IN OUTCROPPING BEDROCK AND ABOUT 3 FEET HIGHER IN
 HZ2249'ELEVATION THAN THE STATION MARK. THE DISK IS STAMPED GUESWINE NO 1
 HZ2249'1947.
 HZ2249'
 HZ2249'REFERENCE MARK NO. 2 IS 24.35 FEET SOUTH OF THE STATION. THE DISK IS
 HZ2249'SET IN OUTCROPPING BEDROCK AND ABOUT 2 FEET HIGHER IN
 HZ2249'ELEVATION THAN THE STATION MARK. THE DISK IS STAMPED GUESWINE NO 2
 HZ2249'1947.
 HZ2249'
 HZ2249'IND 731, USGS, IS 0.2 MILE WEST OF THE STATION, 69 FEET NORTHWEST OF
 HZ2249'THE NORTHWEST CORNER OF THE OTT FARM HOUSE, 24 FEET SOUTH OF
 HZ2249'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 62 AND 5 FEET EAST OF A
 HZ2249'ROCK WALL EMBANKMENT.THE MARKER IS A 5-INCH IRON PIPE WITH
 HZ2249'STANDARD U.S.G.S. DISK ON TOP. THE PIPE PROJECTS 6 INCHES, AND THE
 HZ2249'DISK IS STAMPED IND 731. THE 731 STANDING ON THE DISK IS THE
 HZ2249'FEET ELEVATION.
 HZ2249'
 HZ2249'TO REACH THE STATION FROM THE MAIN CROSSROAD IN LANESVILLE, GO EAST
 HZ2249'ON STATE HIGHWAY 62 FOR 0.3 MILE TO THE IND 731 USGS, BENCH MARK
 HZ2249'ON THE RIGHT. CONTINUE ON EAST FOR 0.15 MILE TO A FARM DRIVEWAY ON
 HZ2249'THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO A WIRE GATE, PASS
 HZ2249'THROUGH GATE AND TURN SHARP LEFT AND GO EAST ON TRACK ROAD FOR 0.1
 HZ2249'MILE TO THE STATION ON THE RIGHT.
 HZ2249'
 HZ2249'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1709 ***********************************************************************
 JA1709  DESIGNATION -  GUTHRIE
 JA1709  PID         -  JA1709
 JA1709  STATE/COUNTY-  IN/JACKSON
 JA1709  COUNTRY     -  US
 JA1709  USGS QUAD   -  NORMAN (2019)
 JA1709
 JA1709                         *CURRENT SURVEY CONTROL
 JA1709  ______________________________________________________________________
 JA1709* NAD 83(1997) POSITION- 38 52 55.47815(N) 086 16 13.31372(W)   ADJUSTED
 JA1709* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 JA1709  ______________________________________________________________________
 JA1709  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 JA1709  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JA1709  HORZ ORDER      -  SECOND
 JA1709
 JA1709.The horizontal coordinates were established by classical geodetic methods
 JA1709.and adjusted by the National Geodetic Survey in May 1999.
 JA1709
 JA1709.The orthometric height was scaled from a topographic map.
 JA1709
 JA1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1709.GEOID18 height accuracy estimate available here.
 JA1709
 JA1709.Click photographs - Photos may exist for this station.
 JA1709
 JA1709.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1709
 JA1709. The following values were computed from the NAD 83(1997) position.
 JA1709
 JA1709;                    North         East     Units Scale Factor Converg.
 JA1709;SPC IN E     -   403,578.840    47,618.635   MT  1.00000044   -0 22 44.3
 JA1709;SPC IN E     - 1,324,074.91    156,228.80   sFT  1.00000044   -0 22 44.3
 JA1709;SPC IN W     -   403,719.760   970,539.433   MT  1.00002791   +0 30 37.2
 JA1709;SPC IN W     - 1,324,537.25  3,184,178.12   sFT  1.00002791   +0 30 37.2
 JA1709;UTM  16      - 4,303,943.654   563,285.486   MT  0.99964932   +0 27 28.9
 JA1709
 JA1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1709!SPC IN E     -   0.99996506  x   1.00000044  =   0.99996550
 JA1709!SPC IN W     -   0.99996506  x   1.00002791  =   0.99999297
 JA1709!UTM  16      -   0.99996506  x   0.99964932  =   0.99961439
 JA1709
 JA1709:                Primary Azimuth Mark                     Grid Az
 JA1709:SPC IN E     -  GUTHRIE AZ MK                            234 55 49.4
 JA1709:SPC IN W     -  GUTHRIE AZ MK                            234 02 27.9
 JA1709:UTM  16      -  GUTHRIE AZ MK                            234 05 36.2
 JA1709
 JA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6328503943(NAD 83)
 JA1709
 JA1709|---------------------------------------------------------------------|
 JA1709| PID    Reference Object                     Distance      Geod. Az  |
 JA1709|                                                           dddmmss.s |
 JA1709| CG7951 GUTHRIE RM 1                         33.796 METERS 11605     |
 JA1709| CG7952 GUTHRIE RM 2                         32.690 METERS 22145     |
 JA1709| CG7950 GUTHRIE AZ MK                                      2343305.1 |
 JA1709|---------------------------------------------------------------------|
 JA1709
 JA1709                          SUPERSEDED SURVEY CONTROL
 JA1709
 JA1709  NAD 83(1986)-  38 52 55.48255(N)    086 16 13.31503(W) AD(       ) 2
 JA1709  NAD 27      -  38 52 55.29500(N)    086 16 13.36500(W) AD(       ) 2
 JA1709
 JA1709.Superseded values are not recommended for survey control.
 JA1709
 JA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1709.See file dsdata.pdf to determine how the superseded data were derived.
 JA1709
 JA1709_MARKER: DS = TRIANGULATION STATION DISK
 JA1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1709_STAMPING: GUTHRIE 1946
 JA1709_MARK LOGO: CGS
 JA1709_PROJECTION: RECESSED 30 CENTIMETERS
 JA1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1709+STABILITY: SURFACE MOTION
 JA1709
 JA1709  HISTORY     - Date     Condition        Report By
 JA1709  HISTORY     - 1946     MONUMENTED       CGS
 JA1709  HISTORY     - 1967     GOOD             CGS
 JA1709
 JA1709                          STATION DESCRIPTION
 JA1709
 JA1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1709'THIS STATION IS ON THE HIGHEST POINT OF LAND IN A LARGE FIELD, ABOUT
 JA1709'11-1/2 MILES WEST FROM BROWNSTOWN, AND ABOUT 11-1/2 MILES EAST
 JA1709'FROM BEDFORD. IT IS 63 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JA1709'50 AND 25 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS ABOUT A
 JA1709'FOOT UNDERGROUND AND THE DISK IS STAMPED GUTHRIE 1946.
 JA1709'
 JA1709'REFERENCE MARK NO. 1 IS 110.88 FEET SOUTHEAST OF THE STATION AND 30
 JA1709'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 6
 JA1709'INCHES AND THE DISK IS STAMPED GUTHRIE NO 1 1946.
 JA1709'
 JA1709'REFERENCE MARK NO. 2 IS 107.25 FEET SOUTHWEST OF THE STATION AND 37
 JA1709'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 6
 JA1709'INCHES AND THE DISK IS STAMPED GUTHRIE NO 2 1946.
 JA1709'
 JA1709'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 100 YARDS EAST OF A WHITE
 JA1709'HOUSE, 35 FEET NORTH OF THE CENTERLINE OF HIGHWAY 50, AND 4 FEET
 JA1709'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 JA1709'DISK IS STAMPED GUTHRIE 1946.
 JA1709'
 JA1709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 250
 JA1709'IN SOUTH BROWNSTOWN, GO WEST ON HIGHWAY 50 FOR 6.5 MILES TO THE
 JA1709'JUNCTION WITH STATE HIGHWAY 235, THEN CONTINUE WEST ON HIGHWAY 50 FOR
 JA1709'6.5 MILES TO THE STATION ON THE RIGHT. THIS IS 0.2 MILES WEST
 JA1709'OF THE SHADY SPRINGS DANCE HALL.
 JA1709'
 JA1709'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1709
 JA1709                          STATION RECOVERY (1967)
 JA1709
 JA1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1709'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA1709'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 JA1709'IS GOOD WITH THE BELOW CHANGES.
 JA1709'
 JA1709'STATION MARK IS 25 FEET NORTH OF A METAL WITNESS POST, ON THE
 JA1709'PROPERTY OF MR. WADE MORGAN AND JUST NORTHWEST AND ACROSS THE
 JA1709'HIGHWAY FROM EMMONS GROCERY STORE AND SERVICE STATION.
 JA1709'
 JA1709'REFERENCE MARK 1 IS 1 FOOT WEST OF A CONCRETE RIGHT-OF-WAY MARKER AND
 JA1709'FLUSH WITH THE GROUNDS SURFACE.
 JA1709'
 JA1709'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 JA1709'20 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD AND 1 FOOT EAST OF
 JA1709'A METAL WITNESS POST.
 JA1709'
 JA1709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2 MILES
 JA1709'WEST OF BROWNSTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2165 ***********************************************************************
 LA2165  DESIGNATION -  GUY
 LA2165  PID         -  LA2165
 LA2165  STATE/COUNTY-  IN/HOWARD
 LA2165  COUNTRY     -  US
 LA2165  USGS QUAD   -  GREENTOWN (2019)
 LA2165
 LA2165                         *CURRENT SURVEY CONTROL
 LA2165  ______________________________________________________________________
 LA2165* NAD 83(1997) POSITION- 40 25 15.30837(N) 085 57 23.08462(W)   ADJUSTED
 LA2165* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LA2165  ______________________________________________________________________
 LA2165  GEOID HEIGHT    -        -34.392 (meters)                     GEOID18
 LA2165  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 LA2165  HORZ ORDER      -  THIRD
 LA2165
 LA2165.The horizontal coordinates were established by classical geodetic methods
 LA2165.and adjusted by the National Geodetic Survey in May 1999.
 LA2165
 LA2165.The orthometric height was scaled from a topographic map.
 LA2165
 LA2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2165.GEOID18 height accuracy estimate available here.
 LA2165
 LA2165.Click photographs - Photos may exist for this station.
 LA2165
 LA2165.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2165
 LA2165. The following values were computed from the NAD 83(1997) position.
 LA2165
 LA2165;                    North         East     Units Scale Factor Converg.
 LA2165;SPC IN E     -   574,294.682    75,410.888   MT  0.99997411   -0 11 16.3
 LA2165;SPC IN E     - 1,884,165.14    247,410.56   sFT  0.99997411   -0 11 16.3
 LA2165;UTM  16      - 4,474,999.622   588,531.743   MT  0.99969648   +0 40 36.1
 LA2165
 LA2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2165!SPC IN E     -   0.99996479  x   0.99997411  =   0.99993890
 LA2165!UTM  16      -   0.99996479  x   0.99969648  =   0.99966128
 LA2165
 LA2165:                Primary Azimuth Mark                     Grid Az
 LA2165:SPC IN E     -  GUY AZ MK                                093 42 57.7
 LA2165:UTM  16      -  GUY AZ MK                                092 51 05.3
 LA2165
 LA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8853174999(NAD 83)
 LA2165
 LA2165|---------------------------------------------------------------------|
 LA2165| PID    Reference Object                     Distance      Geod. Az  |
 LA2165|                                                           dddmmss.s |
 LA2165| CC9283 GUY RM 2                             29.396 METERS 00134     |
 LA2165| CC9281 GUY AZ MK                                          0933141.4 |
 LA2165| CC9282 GUY RM 1                             28.454 METERS 27218     |
 LA2165|---------------------------------------------------------------------|
 LA2165
 LA2165                          SUPERSEDED SURVEY CONTROL
 LA2165
 LA2165  NAD 83(1986)-  40 25 15.31243(N)    085 57 23.09796(W) AD(       ) 3
 LA2165  NAD 27      -  40 25 15.17100(N)    085 57 23.14610(W) AD(       ) 3
 LA2165
 LA2165.Superseded values are not recommended for survey control.
 LA2165
 LA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2165.See file dsdata.pdf to determine how the superseded data were derived.
 LA2165
 LA2165_MARKER: DS = TRIANGULATION STATION DISK
 LA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2165_STAMPING: GUY 1954
 LA2165_MARK LOGO: CGS
 LA2165_PROJECTION: FLUSH
 LA2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2165+STABILITY: SURFACE MOTION
 LA2165
 LA2165  HISTORY     - Date     Condition        Report By
 LA2165  HISTORY     - 1954     MONUMENTED       CGS
 LA2165
 LA2165                          STATION DESCRIPTION
 LA2165
 LA2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2165'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF GREENTOWN IN THE
 LA2165'NORTHEAST ANGLE OF THE JUNCTION
 LA2165'OF STATE HIGHWAYS 26 AND 213 AND ON RIGHT-OF-WAY PROPERTY.  IT IS 59
 LA2165'FEET NORTH OF THE CENTER OF STATE
 LA2165'HIGHWAY 26, 38 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2165'213, 22 FEET SOUTH OF FENCE CORNER AND 17 FEET
 LA2165'SOUTHWEST OF FENCE LINE AND A WHITE
 LA2165'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED GUY 1954.
 LA2165'
 LA2165'REFERENCE MARK NO. 1 IS SET IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 LA2165'STATE HIGHWAYS 26 AND 213.  IT IS
 LA2165'63 FEET NORTH OF THE CENTER OF STATE HIGHWAY 26 AND 56 FEET WEST
 LA2165'OF THE CENTER OF STATE HIGHWAY 213.
 LA2165'THE MARK IS FLUSH AND THE DISK IS STAMPED GUY NO 1 1954.
 LA2165'
 LA2165'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2165'213 AND 1 FOOT WEST OF FENCE
 LA2165'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GUY NO 2 1954.
 LA2165'
 LA2165'THE AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 26,
 LA2165'1 FOOT NORTH OF FENCE LINE AND
 LA2165'1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 LA2165'INCHES AND THE DISK IS STAMPED GUY 1954.
 LA2165'
 LA2165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 LA2165'HIGHWAY 213 IN THE EAST SECTION
 LA2165'OF GREENTOWN, GO SOUTH ON STATE HIGHWAY 213 FOR 3.8 MILES TO THE
 LA2165'JUNCTION WITH STATE HIGHWAY 26 AND
 LA2165'STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 LA2165'
 LA2165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 LA2165'26 FOR 0.25 MILE TO THE MARK
 LA2165'ON THE SOUTH SIDE AS DESCRIBED.
 LA2165'
 LA2165'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0018 ***********************************************************************
 JA0018  DESIGNATION -  H 10
 JA0018  PID         -  JA0018
 JA0018  STATE/COUNTY-  IN/JACKSON
 JA0018  COUNTRY     -  US
 JA0018  USGS QUAD   -  MEDORA (2019)
 JA0018
 JA0018                         *CURRENT SURVEY CONTROL
 JA0018  ______________________________________________________________________
 JA0018* NAD 83(1986) POSITION- 38 47 36.     (N) 086 12 22.     (W)   SCALED
 JA0018* NAVD 88 ORTHO HEIGHT -   160.231 (meters)      525.69  (feet) ADJUSTED
 JA0018  ______________________________________________________________________
 JA0018  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 JA0018  DYNAMIC HEIGHT  -        160.128 (meters)      525.35  (feet) COMP
 JA0018  MODELED GRAVITY -    979,985.1   (mgal)                       NAVD 88
 JA0018
 JA0018  VERT ORDER      -  FIRST     CLASS II
 JA0018
 JA0018.The horizontal coordinates were scaled from a map and have
 JA0018.an estimated accuracy of +/- 6 seconds.
 JA0018
 JA0018.The orthometric height was determined by differential leveling and
 JA0018.adjusted by the NATIONAL GEODETIC SURVEY
 JA0018.in June 1991.
 JA0018
 JA0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0018.GEOID18 height accuracy estimate available here.
 JA0018
 JA0018.Click photographs - Photos may exist for this station.
 JA0018
 JA0018.The dynamic height is computed by dividing the NAVD 88
 JA0018.geopotential number by the normal gravity value computed on the
 JA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0018.degrees latitude (g = 980.6199 gals.).
 JA0018
 JA0018.The modeled gravity was interpolated from observed gravity values.
 JA0018
 JA0018;                    North         East    Units  Estimated Accuracy
 JA0018;SPC IN E     -   393,690.       53,140.      MT  (+/- 180 meters Scaled)
 JA0018
 JA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH689941(NAD 83)
 JA0018
 JA0018                          SUPERSEDED SURVEY CONTROL
 JA0018
 JA0018  NGVD 29 (??/??/92)  160.354  (m)          526.09   (f) ADJ UNCH    1 2
 JA0018
 JA0018.Superseded values are not recommended for survey control.
 JA0018
 JA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0018.See file dsdata.pdf to determine how the superseded data were derived.
 JA0018
 JA0018_MARKER: DB = BENCH MARK DISK
 JA0018_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JA0018_SP_SET: TRESTLE RETAINING WALL
 JA0018_STAMPING: H 10 1930
 JA0018_MARK LOGO: CGS
 JA0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0018
 JA0018  HISTORY     - Date     Condition        Report By
 JA0018  HISTORY     - 1930     MONUMENTED       CGS
 JA0018  HISTORY     - 1934     MARK NOT FOUND   CGS
 JA0018  HISTORY     - 1958     MARK NOT FOUND   USGS
 JA0018
 JA0018                          STATION DESCRIPTION
 JA0018
 JA0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0018'2.2 MI NE FROM SPARKSVILLE.
 JA0018'2.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0018'SPARKSVILLE, JACKSON COUNTY, AT TRESTLE 108/39, ON THE EAST END OF THE
 JA0018'NORTH RETAINING WALL, AND 4.8 FEET NORTH OF THE NORTH RAIL.  A
 JA0018'STANDARD DISK, STAMPED H 10 1930.  NOTE-- IT WAS REPORTED THAT THIS
 JA0018'MARK HAS BEEN RENDERED INACCESSIBLE BY AN 8- BY 16-INCH TIMBER WHICH
 JA0018'RESTS UPON THE MASONRY.  IT WAS REPORTED IN JANUARY 1958 THAT
 JA0018'THE AREA WHERE THE MARK IS PROBABLY LOCATED IS STILL COVERED BY
 JA0018'A BRIDGE TIMBER.  IT IS NOT KNOWN WHETHER THE DISK IS IN PLACE
 JA0018'OR NOT.
 JA0018
 JA0018                          STATION RECOVERY (1958)
 JA0018
 JA0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JA0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1740 ***********************************************************************
 LB1740  DESIGNATION -  H 100
 LB1740  PID         -  LB1740
 LB1740  STATE/COUNTY-  IN/WARREN
 LB1740  COUNTRY     -  US
 LB1740  USGS QUAD   -  WEST LEBANON (2019)
 LB1740
 LB1740                         *CURRENT SURVEY CONTROL
 LB1740  ______________________________________________________________________
 LB1740* NAD 83(1986) POSITION- 40 21 35.     (N) 087 26 01.     (W)   SCALED
 LB1740* NAVD 88 ORTHO HEIGHT -   220.451 (meters)      723.26  (feet) ADJUSTED
 LB1740  ______________________________________________________________________
 LB1740  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 LB1740  DYNAMIC HEIGHT  -        220.341 (meters)      722.90  (feet) COMP
 LB1740  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 LB1740
 LB1740  VERT ORDER      -  SECOND    CLASS 0
 LB1740
 LB1740.The horizontal coordinates were scaled from a map and have
 LB1740.an estimated accuracy of +/- 6 seconds.
 LB1740
 LB1740.The orthometric height was determined by differential leveling and
 LB1740.adjusted by the NATIONAL GEODETIC SURVEY
 LB1740.in June 1991.
 LB1740
 LB1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1740.GEOID18 height accuracy estimate available here.
 LB1740
 LB1740.Click photographs - Photos may exist for this station.
 LB1740
 LB1740.The dynamic height is computed by dividing the NAVD 88
 LB1740.geopotential number by the normal gravity value computed on the
 LB1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1740.degrees latitude (g = 980.6199 gals.).
 LB1740
 LB1740.The modeled gravity was interpolated from observed gravity values.
 LB1740
 LB1740;                    North         East    Units  Estimated Accuracy
 LB1740;SPC IN W     -   567,520.      870,250.      MT  (+/- 180 meters Scaled)
 LB1740
 LB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK631677(NAD 83)
 LB1740
 LB1740                          SUPERSEDED SURVEY CONTROL
 LB1740
 LB1740  NGVD 29 (??/??/92)  220.493  (m)          723.40   (f) ADJ UNCH    2 0
 LB1740
 LB1740.Superseded values are not recommended for survey control.
 LB1740
 LB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1740.See file dsdata.pdf to determine how the superseded data were derived.
 LB1740
 LB1740_MARKER: DB = BENCH MARK DISK
 LB1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1740_STAMPING: H 100 1946
 LB1740_MARK LOGO: CGS
 LB1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1740+STABILITY: SURFACE MOTION
 LB1740
 LB1740  HISTORY     - Date     Condition        Report By
 LB1740  HISTORY     - 1946     MONUMENTED       CGS
 LB1740
 LB1740                          STATION DESCRIPTION
 LB1740
 LB1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1740'2.2 MI W FROM JUDYVILLE.
 LB1740'ABOUT 2.15 MILES WEST ALONG A BLACK TOP ROAD FROM THE
 LB1740'METHODIST-EPISCOPAL CHURCH AT JUDYVILLE, ABOUT 2.15 MILES EAST
 LB1740'ALONG A GRAVEL ROAD FROM THE NEW YORK CENTRAL RAILROAD STATION
 LB1740'AT STEWART, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD,
 LB1740'A BLACK TOP ROAD EAST, AND A GRAVEL ROAD WEST, AT THE CROSSING
 LB1740'OF THE CHICAGO AND EASTERN ILLINOIS RAILWAY, 56 FEET NORTH OF THE
 LB1740'CENTER OF THE GRAVEL ROAD LEADING WEST TO STEWART, 31 FEET WEST
 LB1740'OF THE NORTH-SOUTH GRAVEL ROAD, 22 FEET SOUTH OF THE SOUTH RAIL
 LB1740'OF THE TRACK, 10 FEET WEST OF A TELEPHONE POLE, AND ABOUT LEVEL
 LB1740'WITH THE GRAVEL ROAD.  A STANDARD DISK, STAMPED H 100 1946 AND
 LB1740'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1740'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0957 ***********************************************************************
 KA0957  DESIGNATION -  H 101
 KA0957  PID         -  KA0957
 KA0957  STATE/COUNTY-  IN/PARKE
 KA0957  COUNTRY     -  US
 KA0957  USGS QUAD   -  ROCKVILLE (2019)
 KA0957
 KA0957                         *CURRENT SURVEY CONTROL
 KA0957  ______________________________________________________________________
 KA0957* NAD 83(1986) POSITION- 39 51 26.     (N) 087 14 07.     (W)   SCALED
 KA0957* NAVD 88 ORTHO HEIGHT -   201.405 (meters)      660.78  (feet) ADJUSTED
 KA0957  ______________________________________________________________________
 KA0957  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 KA0957  DYNAMIC HEIGHT  -        201.292 (meters)      660.41  (feet) COMP
 KA0957  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 KA0957
 KA0957  VERT ORDER      -  SECOND    CLASS 0
 KA0957
 KA0957.The horizontal coordinates were scaled from a map and have
 KA0957.an estimated accuracy of +/- 6 seconds.
 KA0957
 KA0957.The orthometric height was determined by differential leveling and
 KA0957.adjusted by the NATIONAL GEODETIC SURVEY
 KA0957.in June 1991.
 KA0957
 KA0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0957.GEOID18 height accuracy estimate available here.
 KA0957
 KA0957.Click photographs - Photos may exist for this station.
 KA0957
 KA0957.The dynamic height is computed by dividing the NAVD 88
 KA0957.geopotential number by the normal gravity value computed on the
 KA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0957.degrees latitude (g = 980.6199 gals.).
 KA0957
 KA0957.The modeled gravity was interpolated from observed gravity values.
 KA0957
 KA0957;                    North         East    Units  Estimated Accuracy
 KA0957;SPC IN W     -   511,680.      887,000.      MT  (+/- 180 meters Scaled)
 KA0957
 KA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798119(NAD 83)
 KA0957
 KA0957                          SUPERSEDED SURVEY CONTROL
 KA0957
 KA0957  NGVD 29 (??/??/92)  201.495  (m)          661.07   (f) ADJ UNCH    2 0
 KA0957
 KA0957.Superseded values are not recommended for survey control.
 KA0957
 KA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0957.See file dsdata.pdf to determine how the superseded data were derived.
 KA0957
 KA0957_MARKER: DB = BENCH MARK DISK
 KA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0957_STAMPING: H 101 1946
 KA0957_MARK LOGO: CGS
 KA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0957+STABILITY: SURFACE MOTION
 KA0957
 KA0957  HISTORY     - Date     Condition        Report By
 KA0957  HISTORY     - 1946     MONUMENTED       CGS
 KA0957
 KA0957                          STATION DESCRIPTION
 KA0957
 KA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0957'6.7 MI N FROM ROCKVILLE.
 KA0957'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0957'AT ROCKVILLE, THENCE ABOUT 6.35 MILES NORTH ALONG U.S. HIGHWAY
 KA0957'41, AT A CROSS ROAD, 70 FEET EAST OF THE CENTER LINE OF THE
 KA0957'HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 KA0957'EAST, 61.5 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK SERVICE
 KA0957'STATION BUILDING, 48.5 FEET NORTH OF THE CENTER OF A WELL, 2
 KA0957'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 KA0957'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 101
 KA0957'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0957'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1015 ***********************************************************************
 KA1015  DESIGNATION -  H 102
 KA1015  PID         -  KA1015
 KA1015  STATE/COUNTY-  IN/PARKE
 KA1015  COUNTRY     -  US
 KA1015  USGS QUAD   -  MONTEZUMA (2019)
 KA1015
 KA1015                         *CURRENT SURVEY CONTROL
 KA1015  ______________________________________________________________________
 KA1015* NAD 83(1986) POSITION- 39 47 25.     (N) 087 22 02.     (W)   SCALED
 KA1015* NAVD 88 ORTHO HEIGHT -   158.914 (meters)      521.37  (feet) ADJUSTED
 KA1015  ______________________________________________________________________
 KA1015  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 KA1015  DYNAMIC HEIGHT  -        158.826 (meters)      521.08  (feet) COMP
 KA1015  MODELED GRAVITY -    980,070.3   (mgal)                       NAVD 88
 KA1015
 KA1015  VERT ORDER      -  SECOND    CLASS 0
 KA1015
 KA1015.The horizontal coordinates were scaled from a map and have
 KA1015.an estimated accuracy of +/- 6 seconds.
 KA1015
 KA1015.The orthometric height was determined by differential leveling and
 KA1015.adjusted by the NATIONAL GEODETIC SURVEY
 KA1015.in June 1991.
 KA1015
 KA1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1015.GEOID18 height accuracy estimate available here.
 KA1015
 KA1015.Click photographs - Photos may exist for this station.
 KA1015
 KA1015.The dynamic height is computed by dividing the NAVD 88
 KA1015.geopotential number by the normal gravity value computed on the
 KA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1015.degrees latitude (g = 980.6199 gals.).
 KA1015
 KA1015.The modeled gravity was interpolated from observed gravity values.
 KA1015
 KA1015;                    North         East    Units  Estimated Accuracy
 KA1015;SPC IN W     -   504,270.      875,680.      MT  (+/- 180 meters Scaled)
 KA1015
 KA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK685045(NAD 83)
 KA1015
 KA1015                          SUPERSEDED SURVEY CONTROL
 KA1015
 KA1015  NGVD 29 (??/??/92)  159.012  (m)          521.69   (f) ADJ UNCH    2 0
 KA1015
 KA1015.Superseded values are not recommended for survey control.
 KA1015
 KA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1015.See file dsdata.pdf to determine how the superseded data were derived.
 KA1015
 KA1015_MARKER: DB = BENCH MARK DISK
 KA1015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1015_SP_SET: BUILDING WALL
 KA1015_STAMPING: H 102 1946
 KA1015_MARK LOGO: CGS
 KA1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1015
 KA1015  HISTORY     - Date     Condition        Report By
 KA1015  HISTORY     - 1946     MONUMENTED       CGS
 KA1015
 KA1015                          STATION DESCRIPTION
 KA1015
 KA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1015'AT MONTEZUMA.
 KA1015'AT MONTEZUMA, IN THE SOUTHEASTERN PART OF TOWN, SET IN THE EAST
 KA1015'WALL AT THE SOUTHEAST CORNER OF THE RESERVE TOWNSHIP HIGHSCHOOL
 KA1015'BUILDING, 1.7 FEET NORTH OF THE SOUTHEAST CORNER, AND 3.7 FEET
 KA1015'ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 102 1946 AND SET
 KA1015'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0996 ***********************************************************************
 KA0996  DESIGNATION -  H 103
 KA0996  PID         -  KA0996
 KA0996  STATE/COUNTY-  IN/FOUNTAIN
 KA0996  COUNTRY     -  US
 KA0996  USGS QUAD   -  WALLACE (2019)
 KA0996
 KA0996                         *CURRENT SURVEY CONTROL
 KA0996  ______________________________________________________________________
 KA0996* NAD 83(1986) POSITION- 39 58 03.     (N) 087 11 44.     (W)   SCALED
 KA0996* NAVD 88 ORTHO HEIGHT -   211.508 (meters)      693.92  (feet) ADJUSTED
 KA0996  ______________________________________________________________________
 KA0996  GEOID HEIGHT    -        -33.214 (meters)                     GEOID18
 KA0996  DYNAMIC HEIGHT  -        211.393 (meters)      693.55  (feet) COMP
 KA0996  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 KA0996
 KA0996  VERT ORDER      -  SECOND    CLASS 0
 KA0996
 KA0996.The horizontal coordinates were scaled from a map and have
 KA0996.an estimated accuracy of +/- 6 seconds.
 KA0996
 KA0996.The orthometric height was determined by differential leveling and
 KA0996.adjusted by the NATIONAL GEODETIC SURVEY
 KA0996.in June 1991.
 KA0996
 KA0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0996.GEOID18 height accuracy estimate available here.
 KA0996
 KA0996.Click photographs - Photos may exist for this station.
 KA0996
 KA0996.The dynamic height is computed by dividing the NAVD 88
 KA0996.geopotential number by the normal gravity value computed on the
 KA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0996.degrees latitude (g = 980.6199 gals.).
 KA0996
 KA0996.The modeled gravity was interpolated from observed gravity values.
 KA0996
 KA0996;                    North         East    Units  Estimated Accuracy
 KA0996;SPC IN W     -   523,920.      890,410.      MT  (+/- 180 meters Scaled)
 KA0996
 KA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK832241(NAD 83)
 KA0996
 KA0996                          SUPERSEDED SURVEY CONTROL
 KA0996
 KA0996  NGVD 29 (??/??/92)  211.584  (m)          694.17   (f) ADJ UNCH    2 0
 KA0996
 KA0996.Superseded values are not recommended for survey control.
 KA0996
 KA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0996.See file dsdata.pdf to determine how the superseded data were derived.
 KA0996
 KA0996_MARKER: DB = BENCH MARK DISK
 KA0996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0996_SP_SET: CULVERT HEADWALL
 KA0996_STAMPING: H 103 1946
 KA0996_MARK LOGO: CGS
 KA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0996+STABILITY: SURFACE MOTION
 KA0996
 KA0996  HISTORY     - Date     Condition        Report By
 KA0996  HISTORY     - 1946     MONUMENTED       CGS
 KA0996  HISTORY     - 20090713 GOOD             INDOT
 KA0996
 KA0996                          STATION DESCRIPTION
 KA0996
 KA0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0996'4.5 MI E FROM KINGMAN.
 KA0996'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0996'AT KINGMAN, AT A CROSS ROAD, 139 FEET WEST OF THE CENTER LINE OF
 KA0996'THE ROAD LEADING NORTH, 23 FEET NORTH OF THE CENTER LINE OF THE
 KA0996'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KA0996'HEAD WALL OF A 20 INCH PIPE CULVERT, AND ABOUT 0.5 FOOT BELOW THE
 KA0996'ROAD.  A STANDARD DISK, STAMPED H 103 1946.
 KA0996
 KA0996                          STATION RECOVERY (2009)
 KA0996
 KA0996'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 KA0996'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1069 ***********************************************************************
 KA1069  DESIGNATION -  H 104
 KA1069  PID         -  KA1069
 KA1069  STATE/COUNTY-  IN/FOUNTAIN
 KA1069  COUNTRY     -  US
 KA1069  USGS QUAD   -  NEWPORT (2019)
 KA1069
 KA1069                         *CURRENT SURVEY CONTROL
 KA1069  ______________________________________________________________________
 KA1069* NAD 83(1986) POSITION- 39 58 57.     (N) 087 24 31.     (W)   SCALED
 KA1069* NAVD 88 ORTHO HEIGHT -   191.450 (meters)      628.12  (feet) ADJUSTED
 KA1069  ______________________________________________________________________
 KA1069  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 KA1069  DYNAMIC HEIGHT  -        191.350 (meters)      627.79  (feet) COMP
 KA1069  MODELED GRAVITY -    980,095.7   (mgal)                       NAVD 88
 KA1069
 KA1069  VERT ORDER      -  SECOND    CLASS 0
 KA1069
 KA1069.The horizontal coordinates were scaled from a map and have
 KA1069.an estimated accuracy of +/- 6 seconds.
 KA1069
 KA1069.The orthometric height was determined by differential leveling and
 KA1069.adjusted by the NATIONAL GEODETIC SURVEY
 KA1069.in June 1991.
 KA1069
 KA1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1069.GEOID18 height accuracy estimate available here.
 KA1069
 KA1069.Click photographs - Photos may exist for this station.
 KA1069
 KA1069.The dynamic height is computed by dividing the NAVD 88
 KA1069.geopotential number by the normal gravity value computed on the
 KA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1069.degrees latitude (g = 980.6199 gals.).
 KA1069
 KA1069.The modeled gravity was interpolated from observed gravity values.
 KA1069
 KA1069;                    North         East    Units  Estimated Accuracy
 KA1069;SPC IN W     -   525,630.      872,220.      MT  (+/- 180 meters Scaled)
 KA1069
 KA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK651258(NAD 83)
 KA1069
 KA1069                          SUPERSEDED SURVEY CONTROL
 KA1069
 KA1069  NGVD 29 (??/??/92)  191.511  (m)          628.32   (f) ADJ UNCH    2 0
 KA1069
 KA1069.Superseded values are not recommended for survey control.
 KA1069
 KA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1069.See file dsdata.pdf to determine how the superseded data were derived.
 KA1069
 KA1069_MARKER: DB = BENCH MARK DISK
 KA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1069_STAMPING: H 104 1946
 KA1069_MARK LOGO: CGS
 KA1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1069+STABILITY: SURFACE MOTION
 KA1069
 KA1069  HISTORY     - Date     Condition        Report By
 KA1069  HISTORY     - 1946     MONUMENTED       CGS
 KA1069
 KA1069                          STATION DESCRIPTION
 KA1069
 KA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1069'2 MI N FROM SILVERWOOD.
 KA1069'ABOUT 1.95 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 KA1069'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 KA1069'SILVERWOOD, AT A CROSSROAD, 212 FEET NORTH OF THE CENTER LINE
 KA1069'OF THE ROAD LEADING WEST, 185 FEET SOUTH OF THE CENTER OF A
 KA1069'GATE AT A T FENCE JUNCTION, 22 FEET WEST OF AND ABOUT LEVEL WITH
 KA1069'THE CENTER LINE OF THE MAIN ROAD, 1 FOOT EAST OF A WIRE FENCE,
 KA1069'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1069'DISK, STAMPED H 104 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1069'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1366 ***********************************************************************
 ME1366  DESIGNATION -  H 105
 ME1366  PID         -  ME1366
 ME1366  STATE/COUNTY-  IN/NEWTON
 ME1366  COUNTRY     -  US
 ME1366  USGS QUAD   -  SHELBY (2019)
 ME1366
 ME1366                         *CURRENT SURVEY CONTROL
 ME1366  ______________________________________________________________________
 ME1366* NAD 83(1986) POSITION- 41 07 48.     (N) 087 20 02.     (W)   SCALED
 ME1366* NAVD 88 ORTHO HEIGHT -   214.059 (meters)      702.29  (feet) ADJUSTED
 ME1366  ______________________________________________________________________
 ME1366  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 ME1366  DYNAMIC HEIGHT  -        213.968 (meters)      701.99  (feet) COMP
 ME1366  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 ME1366
 ME1366  VERT ORDER      -  SECOND    CLASS 0
 ME1366
 ME1366.The horizontal coordinates were scaled from a map and have
 ME1366.an estimated accuracy of +/- 6 seconds.
 ME1366
 ME1366.The orthometric height was determined by differential leveling and
 ME1366.adjusted by the NATIONAL GEODETIC SURVEY
 ME1366.in June 1991.
 ME1366
 ME1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1366.GEOID18 height accuracy estimate available here.
 ME1366
 ME1366.Click photographs - Photos may exist for this station.
 ME1366
 ME1366.The dynamic height is computed by dividing the NAVD 88
 ME1366.geopotential number by the normal gravity value computed on the
 ME1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1366.degrees latitude (g = 980.6199 gals.).
 ME1366
 ME1366.The modeled gravity was interpolated from observed gravity values.
 ME1366
 ME1366;                    North         East    Units  Estimated Accuracy
 ME1366;SPC IN W     -   653,030.      878,960.      MT  (+/- 180 meters Scaled)
 ME1366
 ME1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719532(NAD 83)
 ME1366
 ME1366                          SUPERSEDED SURVEY CONTROL
 ME1366
 ME1366  NGVD 29 (??/??/92)  214.142  (m)          702.56   (f) ADJ UNCH    2 0
 ME1366
 ME1366.Superseded values are not recommended for survey control.
 ME1366
 ME1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1366.See file dsdata.pdf to determine how the superseded data were derived.
 ME1366
 ME1366_MARKER: DB = BENCH MARK DISK
 ME1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1366_STAMPING: H 105 1946
 ME1366_MARK LOGO: CGS
 ME1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1366+STABILITY: SURFACE MOTION
 ME1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1366+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2016
 ME1366
 ME1366  HISTORY     - Date     Condition        Report By
 ME1366  HISTORY     - 1946     MONUMENTED       CGS
 ME1366  HISTORY     - 1968     GOOD             CGS
 ME1366  HISTORY     - 20081011 GOOD             GEOCAC
 ME1366  HISTORY     - 20160404 GOOD             INDOT
 ME1366
 ME1366                          STATION DESCRIPTION
 ME1366
 ME1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1366'3 MI S FROM THAYER.
 ME1366'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS
 ME1366'ROADS AT THAYER, 1.0 MILE SOUTH OF THE INTERSECTION WITH STATE
 ME1366'HIGHWAY 10, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, 58 FEET
 ME1366'WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE
 ME1366'CENTER LINE OF THE ROAD LEADING WEST, 1 FOOT NORTH OF A WIRE
 ME1366'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 ME1366'BELOW THE CENTER OF THE INTERSECTION, SET IN THE TOP OF A CONCRETE
 ME1366'POST PROJECTING 2 INCHES.  ONE FOOT NORTH OF A METAL WITNESS POST.
 ME1366
 ME1366                          STATION RECOVERY (1968)
 ME1366
 ME1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1366'RECOVERED IN GOOD CONDITION.
 ME1366
 ME1366                          STATION RECOVERY (2008)
 ME1366
 ME1366'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1366'RECOVERED IN GOOD CONDITION.
 ME1366
 ME1366                          STATION RECOVERY (2016)
 ME1366
 ME1366'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DLF)
 ME1366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1298 ***********************************************************************
 LB1298  DESIGNATION -  H 106
 LB1298  PID         -  LB1298
 LB1298  STATE/COUNTY-  IN/NEWTON
 LB1298  COUNTRY     -  US
 LB1298  USGS QUAD   -  GOODLAND (2019)
 LB1298
 LB1298                         *CURRENT SURVEY CONTROL
 LB1298  ______________________________________________________________________
 LB1298* NAD 83(1986) POSITION- 40 46 49.     (N) 087 18 21.     (W)   SCALED
 LB1298* NAVD 88 ORTHO HEIGHT -   210.092 (meters)      689.28  (feet) ADJUSTED
 LB1298  ______________________________________________________________________
 LB1298  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 LB1298  DYNAMIC HEIGHT  -        209.996 (meters)      688.96  (feet) COMP
 LB1298  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 LB1298
 LB1298  VERT ORDER      -  SECOND    CLASS 0
 LB1298
 LB1298.The horizontal coordinates were scaled from a map and have
 LB1298.an estimated accuracy of +/- 6 seconds.
 LB1298
 LB1298.The orthometric height was determined by differential leveling and
 LB1298.adjusted by the NATIONAL GEODETIC SURVEY
 LB1298.in June 1991.
 LB1298
 LB1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1298.GEOID18 height accuracy estimate available here.
 LB1298
 LB1298.Click photographs - Photos may exist for this station.
 LB1298
 LB1298.The dynamic height is computed by dividing the NAVD 88
 LB1298.geopotential number by the normal gravity value computed on the
 LB1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1298.degrees latitude (g = 980.6199 gals.).
 LB1298
 LB1298.The modeled gravity was interpolated from observed gravity values.
 LB1298
 LB1298;                    North         East    Units  Estimated Accuracy
 LB1298;SPC IN W     -   614,180.      881,220.      MT  (+/- 180 meters Scaled)
 LB1298
 LB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741144(NAD 83)
 LB1298
 LB1298                          SUPERSEDED SURVEY CONTROL
 LB1298
 LB1298  NGVD 29 (??/??/92)  210.162  (m)          689.51   (f) ADJ UNCH    2 0
 LB1298
 LB1298.Superseded values are not recommended for survey control.
 LB1298
 LB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1298.See file dsdata.pdf to determine how the superseded data were derived.
 LB1298
 LB1298_MARKER: DB = BENCH MARK DISK
 LB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1298_STAMPING: H 106 1946
 LB1298_MARK LOGO: CGS
 LB1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1298+STABILITY: SURFACE MOTION
 LB1298
 LB1298  HISTORY     - Date     Condition        Report By
 LB1298  HISTORY     - 1946     MONUMENTED       CGS
 LB1298
 LB1298                          STATION DESCRIPTION
 LB1298
 LB1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1298'1.8 MI N FROM GOODLAND.
 LB1298'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1298'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A
 LB1298'PAVED ROAD, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 55, AT
 LB1298'AN EAST-WEST SECTION LINE FENCE, 22 FEET WEST OF THE CENTER LINE
 LB1298'OF THE HIGHWAY, 1.8 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 LB1298'2 FEET NORTHEAST OF THE T FENCE CORNER, SET IN THE TOP OF A
 LB1298'CONCRETE POST PROJECTING 5 INCHES AND ABOUT 1 FOOT BELOW HIGHWAY
 LB1298'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1415 ***********************************************************************
 LB1415  DESIGNATION -  H 107
 LB1415  PID         -  LB1415
 LB1415  STATE/COUNTY-  IN/JASPER
 LB1415  COUNTRY     -  US
 LB1415  USGS QUAD   -  REMINGTON (2019)
 LB1415
 LB1415                         *CURRENT SURVEY CONTROL
 LB1415  ______________________________________________________________________
 LB1415* NAD 83(1997) POSITION- 40 51 57.51489(N) 087 13 19.66860(W)   ADJUSTED
 LB1415* NAVD 88 ORTHO HEIGHT -   200.646 (meters)      658.29  (feet) ADJUSTED
 LB1415  ______________________________________________________________________
 LB1415  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 LB1415  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 LB1415  DYNAMIC HEIGHT  -        200.558 (meters)      658.00  (feet) COMP
 LB1415  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 LB1415
 LB1415  HORZ ORDER      -  SECOND
 LB1415  VERT ORDER      -  SECOND    CLASS 0
 LB1415
 LB1415.The horizontal coordinates were established by classical geodetic methods
 LB1415.and adjusted by the National Geodetic Survey in May 1999.
 LB1415
 LB1415.The orthometric height was determined by differential leveling and
 LB1415.adjusted by the NATIONAL GEODETIC SURVEY
 LB1415.in June 1991.
 LB1415
 LB1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1415.GEOID18 height accuracy estimate available here.
 LB1415
 LB1415.Click photographs - Photos may exist for this station.
 LB1415
 LB1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1415
 LB1415.The dynamic height is computed by dividing the NAVD 88
 LB1415.geopotential number by the normal gravity value computed on the
 LB1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1415.degrees latitude (g = 980.6199 gals.).
 LB1415
 LB1415.The modeled gravity was interpolated from observed gravity values.
 LB1415
 LB1415. The following values were computed from the NAD 83(1997) position.
 LB1415
 LB1415;                    North         East     Units Scale Factor Converg.
 LB1415;SPC IN W     -   623,684.290   888,299.069   MT  0.99996835   -0 05 26.9
 LB1415;SPC IN W     - 2,046,204.21  2,914,361.20   sFT  0.99996835   -0 05 26.9
 LB1415;UTM  16      - 4,523,903.082   481,280.716   MT  0.99960431   -0 08 43.2
 LB1415
 LB1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1415!SPC IN W     -   0.99997377  x   0.99996835  =   0.99994212
 LB1415!UTM  16      -   0.99997377  x   0.99960431  =   0.99957809
 LB1415
 LB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8128023903(NAD 83)
 LB1415
 LB1415                          SUPERSEDED SURVEY CONTROL
 LB1415
 LB1415  NAD 83(1986)-  40 51 57.52009(N)    087 13 19.67805(W) AD(       ) 2
 LB1415  NAD 27      -  40 51 57.38310(N)    087 13 19.59350(W) AD(       ) 2
 LB1415  NGVD 29 (??/??/92)  200.728  (m)          658.56   (f) ADJ UNCH    2 0
 LB1415  NGVD 29             200.73   (m)          658.6    (f) LEVELING    3  
 LB1415
 LB1415.Superseded values are not recommended for survey control.
 LB1415
 LB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1415.See file dsdata.pdf to determine how the superseded data were derived.
 LB1415
 LB1415_MARKER: DB = BENCH MARK DISK
 LB1415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1415_SP_SET: CULVERT HEADWALL
 LB1415_STAMPING: H 107 1946
 LB1415_MARK LOGO: CGS
 LB1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1415+STABILITY: SURFACE MOTION
 LB1415
 LB1415  HISTORY     - Date     Condition        Report By
 LB1415  HISTORY     - 1946     MONUMENTED       CGS
 LB1415  HISTORY     - 1947     GOOD             CGS
 LB1415  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1415
 LB1415                          STATION DESCRIPTION
 LB1415
 LB1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1415'3.8 MI E FROM FORESMAN.
 LB1415'ABOUT 3.85 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE
 LB1415'AT FORESMAN, 0.1 MILE EAST OF THE JUNCTION WITH A PRIVATE ROAD
 LB1415'LEADING SOUTH, 0.5 MILE EAST OF A CROSS ROAD, IN THE TOP OF THE
 LB1415'EAST END OF THE SOUTH CONCRETE HEADWALL OF 24-INCH PIPE CULVERT
 LB1415'NUMBER 48, 158 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A FENCE
 LB1415'CORNER, 19.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LB1415'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LB1415
 LB1415                          STATION RECOVERY (1947)
 LB1415
 LB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB1415'THIS IS A TRAVERSE STATION.
 LB1415'
 LB1415'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RENSSELAER AND 8
 LB1415'MILES NORTH EAST OF GOODLAND ON THE SOUTH SIDE OF STATE HIGHWAY NO.
 LB1415'16.  IT IS 20 FEET SOUTH OF THE CENTER OF HIGHWAY 16 AND 13 FEET
 LB1415'NORTH OF A FENCELINE.  IT IS A STANDARD UNITED STATES COAST AND
 LB1415'GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 LB1415'SOUTH HEADWALL OF A CONCRETE CULVERT.  THE DISK IS STAMPED H 107
 LB1415'1946.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 LB1415'STATION EGYPT AND THE DISTANCE WAS FOUND TO BE 778.118 METERS.
 LB1415'
 LB1415'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LB1415'SQUARE IN RENSSELAER, GO SOUTH ON STATE HIGHWAY 53 FOR 3.5 MILES TO
 LB1415'THE JUNCTION OF STATE HIGHWAY 16, TURN RIGHT AND GO WEST ON HIGHWAY
 LB1415'16 FOR 3.65 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LB1415
 LB1415                          STATION RECOVERY (2012)
 LB1415
 LB1415'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1421 ***********************************************************************
 LB1421  DESIGNATION -  H 108
 LB1421  PID         -  LB1421
 LB1421  STATE/COUNTY-  IN/JASPER
 LB1421  COUNTRY     -  US
 LB1421  USGS QUAD   -  REMINGTON (2019)
 LB1421
 LB1421                         *CURRENT SURVEY CONTROL
 LB1421  ______________________________________________________________________
 LB1421* NAD 83(1986) POSITION- 40 51 59.     (N) 087 08 17.     (W)   SCALED
 LB1421* NAVD 88 ORTHO HEIGHT -   204.135 (meters)      669.73  (feet) ADJUSTED
 LB1421  ______________________________________________________________________
 LB1421  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 LB1421  DYNAMIC HEIGHT  -        204.044 (meters)      669.43  (feet) COMP
 LB1421  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 LB1421
 LB1421  VERT ORDER      -  SECOND    CLASS 0
 LB1421
 LB1421.The horizontal coordinates were scaled from a map and have
 LB1421.an estimated accuracy of +/- 6 seconds.
 LB1421
 LB1421.The orthometric height was determined by differential leveling and
 LB1421.adjusted by the NATIONAL GEODETIC SURVEY
 LB1421.in June 1991.
 LB1421
 LB1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1421.GEOID18 height accuracy estimate available here.
 LB1421
 LB1421.Click photographs - Photos may exist for this station.
 LB1421
 LB1421.The dynamic height is computed by dividing the NAVD 88
 LB1421.geopotential number by the normal gravity value computed on the
 LB1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1421.degrees latitude (g = 980.6199 gals.).
 LB1421
 LB1421.The modeled gravity was interpolated from observed gravity values.
 LB1421
 LB1421;                    North         East    Units  Estimated Accuracy
 LB1421;SPC IN W     -   623,720.      895,390.      MT  (+/- 180 meters Scaled)
 LB1421
 LB1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL883239(NAD 83)
 LB1421
 LB1421                          SUPERSEDED SURVEY CONTROL
 LB1421
 LB1421  NGVD 29 (??/??/92)  204.219  (m)          670.01   (f) ADJ UNCH    2 0
 LB1421
 LB1421.Superseded values are not recommended for survey control.
 LB1421
 LB1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1421.See file dsdata.pdf to determine how the superseded data were derived.
 LB1421
 LB1421_MARKER: DB = BENCH MARK DISK
 LB1421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1421_SP_SET: CULVERT HEADWALL
 LB1421_STAMPING: H 108 1946
 LB1421_MARK LOGO: CGS
 LB1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1421+STABILITY: SURFACE MOTION
 LB1421
 LB1421  HISTORY     - Date     Condition        Report By
 LB1421  HISTORY     - 1946     MONUMENTED       CGS
 LB1421  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1421  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1421  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1421
 LB1421                          STATION DESCRIPTION
 LB1421
 LB1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1421'8.2 MI E FROM FORESMAN.
 LB1421'ABOUT 8.25 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE
 LB1421'AT FORESMAN, ABOUT 0.9 MILE EAST OF THE INTERSECTION WITH STATE
 LB1421'HIGHWAY 53, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, 26 FEET
 LB1421'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE
 LB1421'CENTER LINE OF THE ROAD LEADING SOUTH, IN THE TOP OF THE WEST
 LB1421'END OF THE SOUTH CONCRETE HEADWALL OF A 30-INCH PIPE CULVERT UNDER
 LB1421'THE HIGHWAY, AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
 LB1421
 LB1421                          STATION RECOVERY (2007)
 LB1421
 LB1421'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1421'NO HEADWALL
 LB1421
 LB1421                          STATION RECOVERY (2008)
 LB1421
 LB1421'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1421'NO HEADWALL IN VICINITY
 LB1421
 LB1421                          STATION RECOVERY (2012)
 LB1421
 LB1421'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1075 ***********************************************************************
 LB1075  DESIGNATION -  H 109
 LB1075  PID         -  LB1075
 LB1075  STATE/COUNTY-  IN/WHITE
 LB1075  COUNTRY     -  US
 LB1075  USGS QUAD   -  FRANCESVILLE (2019)
 LB1075
 LB1075                         *CURRENT SURVEY CONTROL
 LB1075  ______________________________________________________________________
 LB1075* NAD 83(1986) POSITION- 40 53 47.     (N) 086 58 20.     (W)   SCALED
 LB1075* NAVD 88 ORTHO HEIGHT -   204.028 (meters)      669.38  (feet) ADJUSTED
 LB1075  ______________________________________________________________________
 LB1075  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 LB1075  DYNAMIC HEIGHT  -        203.937 (meters)      669.08  (feet) COMP
 LB1075  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 LB1075
 LB1075  VERT ORDER      -  SECOND    CLASS 0
 LB1075
 LB1075.The horizontal coordinates were scaled from a map and have
 LB1075.an estimated accuracy of +/- 6 seconds.
 LB1075
 LB1075.The orthometric height was determined by differential leveling and
 LB1075.adjusted by the NATIONAL GEODETIC SURVEY
 LB1075.in June 1991.
 LB1075
 LB1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1075.GEOID18 height accuracy estimate available here.
 LB1075
 LB1075.Click photographs - Photos may exist for this station.
 LB1075
 LB1075.The dynamic height is computed by dividing the NAVD 88
 LB1075.geopotential number by the normal gravity value computed on the
 LB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1075.degrees latitude (g = 980.6199 gals.).
 LB1075
 LB1075.The modeled gravity was interpolated from observed gravity values.
 LB1075
 LB1075;                    North         East    Units  Estimated Accuracy
 LB1075;SPC IN W     -   627,060.      909,360.      MT  (+/- 180 meters Scaled)
 LB1075
 LB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL023272(NAD 83)
 LB1075
 LB1075                          SUPERSEDED SURVEY CONTROL
 LB1075
 LB1075  NGVD 29 (??/??/92)  204.120  (m)          669.68   (f) ADJ UNCH    2 0
 LB1075
 LB1075.Superseded values are not recommended for survey control.
 LB1075
 LB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1075.See file dsdata.pdf to determine how the superseded data were derived.
 LB1075
 LB1075_MARKER: DB = BENCH MARK DISK
 LB1075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1075_SP_SET: CULVERT HEADWALL
 LB1075_STAMPING: H 109 1946
 LB1075_MARK LOGO: CGS
 LB1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1075+STABILITY: SURFACE MOTION
 LB1075
 LB1075  HISTORY     - Date     Condition        Report By
 LB1075  HISTORY     - 1946     MONUMENTED       CGS
 LB1075  HISTORY     - 20140612 GOOD             INDOT
 LB1075
 LB1075                          STATION DESCRIPTION
 LB1075
 LB1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1075'0.4 MI NW FROM LEE.
 LB1075'ABOUT 0.4 MILE NORTH AND WEST ALONG A GRAVEL ROAD FROM JACKS
 LB1075'STORE AT LEE, ABOUT 200 FEET EAST OF A RIGHT-ANGLE TURN IN THE
 LB1075'MAIN ROAD AND THE JUNCTION WITH A ROAD LEADING SOUTH ACROSS THE
 LB1075'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY TRACK, 87 FEET
 LB1075'NORTHEAST AND ACROSS THE MAIN ROAD FROM THE NORTHEAST RAIL OF THE
 LB1075'TRACK, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 LB1075'TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL OF A 16-INCH
 LB1075'PIPE CULVERT, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD.
 LB1075
 LB1075                          STATION RECOVERY (2014)
 LB1075
 LB1075'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1075'HEADWALL ON THE EAST END OF STRUCTURE BROKEN DOWN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0835 ***********************************************************************
 JA0835  DESIGNATION -  H 11
 JA0835  PID         -  JA0835
 JA0835  STATE/COUNTY-  IN/DAVIESS
 JA0835  COUNTRY     -  US
 JA0835  USGS QUAD   -  WASHINGTON (2019)
 JA0835
 JA0835                         *CURRENT SURVEY CONTROL
 JA0835  ______________________________________________________________________
 JA0835* NAD 83(1986) POSITION- 38 39 31.56   (N) 087 08 01.90   (W)   HD_HELD1
 JA0835* NAVD 88 ORTHO HEIGHT -   153.011 (meters)      502.00  (feet) ADJUSTED
 JA0835  ______________________________________________________________________
 JA0835  GEOID HEIGHT    -        -32.369 (meters)                     GEOID18
 JA0835  DYNAMIC HEIGHT  -        152.913 (meters)      501.68  (feet) COMP
 JA0835  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 JA0835
 JA0835  VERT ORDER      -  FIRST     CLASS II
 JA0835
 JA0835.The horizontal coordinates were determined by differentially corrected
 JA0835.hand held GPS observations or other comparable positioning techniques
 JA0835.and have an estimated accuracy of +/- 3 meters.
 JA0835
 JA0835.The orthometric height was determined by differential leveling and
 JA0835.adjusted by the NATIONAL GEODETIC SURVEY
 JA0835.in June 1991.
 JA0835
 JA0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0835.GEOID18 height accuracy estimate available here.
 JA0835
 JA0835.Click photographs - Photos may exist for this station.
 JA0835
 JA0835.The dynamic height is computed by dividing the NAVD 88
 JA0835.geopotential number by the normal gravity value computed on the
 JA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0835.degrees latitude (g = 980.6199 gals.).
 JA0835
 JA0835.The modeled gravity was interpolated from observed gravity values.
 JA0835
 JA0835;                    North         East    Units  Estimated Accuracy
 JA0835;SPC IN W     -   378,617.7     895,602.2     MT  (+/- 3 meters HH1 GPS) 
 JA0835
 JA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8835378919(NAD 83)
 JA0835
 JA0835                          SUPERSEDED SURVEY CONTROL
 JA0835
 JA0835  NGVD 29 (??/??/92)  153.139  (m)          502.42   (f) ADJ UNCH    1 2
 JA0835
 JA0835.Superseded values are not recommended for survey control.
 JA0835
 JA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0835.See file dsdata.pdf to determine how the superseded data were derived.
 JA0835
 JA0835_MARKER: DB = BENCH MARK DISK
 JA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0835_STAMPING: 502.424 H 11 1930
 JA0835_MARK LOGO: CGS
 JA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0835+STABILITY: SURFACE MOTION
 JA0835
 JA0835  HISTORY     - Date     Condition        Report By
 JA0835  HISTORY     - 1930     MONUMENTED       CGS
 JA0835  HISTORY     - 1965     GOOD             CGS
 JA0835
 JA0835                          STATION DESCRIPTION
 JA0835
 JA0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0835'2.4 MI E FROM WASHINGTON.
 JA0835'ABOUT 2.35 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0835'THE STATION AT WASHINGTON, IN SECTION 25, T 3 N, R 7 W, 4 POLES
 JA0835'WEST OF MILEPOST 167-10, 39 1/2 FEET SOUTH OF THE SOUTH RAIL,
 JA0835'29 FEET WEST OF THE CENTER LINE OF A FARM ROAD BETWEEN TWO FIELDS,
 JA0835'13 1/2 FEET WEST OF A POWER POLE, 1.4 FEET NORTH OF A METAL
 JA0835'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET
 JA0835'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1080 ***********************************************************************
 LB1080  DESIGNATION -  H 110
 LB1080  PID         -  LB1080
 LB1080  STATE/COUNTY-  IN/JASPER
 LB1080  COUNTRY     -  US
 LB1080  USGS QUAD   -  FRANCESVILLE (2019)
 LB1080
 LB1080                         *CURRENT SURVEY CONTROL
 LB1080  ______________________________________________________________________
 LB1080* NAD 83(1986) POSITION- 40 59 05.     (N) 086 55 50.     (W)   SCALED
 LB1080* NAVD 88 ORTHO HEIGHT -   208.518 (meters)      684.11  (feet) ADJUSTED
 LB1080  ______________________________________________________________________
 LB1080  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB1080  DYNAMIC HEIGHT  -        208.426 (meters)      683.81  (feet) COMP
 LB1080  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 LB1080
 LB1080  VERT ORDER      -  SECOND    CLASS 0
 LB1080
 LB1080.The horizontal coordinates were scaled from a map and have
 LB1080.an estimated accuracy of +/- 6 seconds.
 LB1080
 LB1080.The orthometric height was determined by differential leveling and
 LB1080.adjusted by the NATIONAL GEODETIC SURVEY
 LB1080.in June 1991.
 LB1080
 LB1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1080.GEOID18 height accuracy estimate available here.
 LB1080
 LB1080.Click photographs - Photos may exist for this station.
 LB1080
 LB1080.The dynamic height is computed by dividing the NAVD 88
 LB1080.geopotential number by the normal gravity value computed on the
 LB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1080.degrees latitude (g = 980.6199 gals.).
 LB1080
 LB1080.The modeled gravity was interpolated from observed gravity values.
 LB1080
 LB1080;                    North         East    Units  Estimated Accuracy
 LB1080;SPC IN W     -   636,870.      912,860.      MT  (+/- 180 meters Scaled)
 LB1080
 LB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058370(NAD 83)
 LB1080
 LB1080                          SUPERSEDED SURVEY CONTROL
 LB1080
 LB1080  NGVD 29 (??/??/92)  208.614  (m)          684.43   (f) ADJ UNCH    2 0
 LB1080
 LB1080.Superseded values are not recommended for survey control.
 LB1080
 LB1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1080.See file dsdata.pdf to determine how the superseded data were derived.
 LB1080
 LB1080_MARKER: DB = BENCH MARK DISK
 LB1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1080_STAMPING: H 110 1946
 LB1080_MARK LOGO: CGS
 LB1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1080+STABILITY: SURFACE MOTION
 LB1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1080+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1080
 LB1080  HISTORY     - Date     Condition        Report By
 LB1080  HISTORY     - 1946     MONUMENTED       CGS
 LB1080  HISTORY     - 1989     GOOD             USPSQD
 LB1080  HISTORY     - 20120327 GOOD             IN-073
 LB1080
 LB1080                          STATION DESCRIPTION
 LB1080
 LB1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1080'2.5 MI W FROM FRANCESVILLE.
 LB1080'ABOUT 2.5 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1080'FRANCESVILLE, AT THE JASPER-PULASKI COUNTY LINE, 169 FEET WEST
 LB1080'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 21 FEET SOUTH OF THE
 LB1080'CENTER LINE OF THE MAIN ROAD, 39.5 FEET EAST OF A POWER
 LB1080'LINE-TRANSMISSION POLE, 3.7 FEET WEST OF A BOARD FENCE CORNER,
 LB1080'1 FOOT SOUTH OF THE BOARD FENCE, ABOUT LEVEL WITH THE ROAD AND
 LB1080'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB1080
 LB1080                          STATION RECOVERY (1989)
 LB1080
 LB1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1080'RECOVERED IN GOOD CONDITION.
 LB1080
 LB1080                          STATION RECOVERY (2012)
 LB1080
 LB1080'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0811 ***********************************************************************
 KA0811  DESIGNATION -  H 111
 KA0811  PID         -  KA0811
 KA0811  STATE/COUNTY-  IN/BOONE
 KA0811  COUNTRY     -  US
 KA0811  USGS QUAD   -  LIZTON (2019)
 KA0811
 KA0811                         *CURRENT SURVEY CONTROL
 KA0811  ______________________________________________________________________
 KA0811* NAD 83(1986) POSITION- 39 58 34.31   (N) 086 37 11.36   (W)   HD_HELD1
 KA0811* NAVD 88 ORTHO HEIGHT -   278.157 (meters)      912.59  (feet) ADJUSTED
 KA0811  ______________________________________________________________________
 KA0811  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 KA0811  DYNAMIC HEIGHT  -        278.006 (meters)      912.09  (feet) COMP
 KA0811  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 KA0811
 KA0811  VERT ORDER      -  SECOND    CLASS 0
 KA0811
 KA0811.The horizontal coordinates were determined by differentially corrected
 KA0811.hand held GPS observations or other comparable positioning techniques
 KA0811.and have an estimated accuracy of +/- 3 meters.
 KA0811
 KA0811.The orthometric height was determined by differential leveling and
 KA0811.adjusted by the NATIONAL GEODETIC SURVEY
 KA0811.in June 1991.
 KA0811
 KA0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0811.GEOID18 height accuracy estimate available here.
 KA0811
 KA0811.Click photographs - Photos may exist for this station.
 KA0811
 KA0811.The dynamic height is computed by dividing the NAVD 88
 KA0811.geopotential number by the normal gravity value computed on the
 KA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0811.degrees latitude (g = 980.6199 gals.).
 KA0811
 KA0811.The modeled gravity was interpolated from observed gravity values.
 KA0811
 KA0811;                    North         East    Units  Estimated Accuracy
 KA0811;SPC IN W     -   524,977.7     939,593.5     MT  (+/- 3 meters HH1 GPS) 
 KA0811
 KA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3246325184(NAD 83)
 KA0811
 KA0811                          SUPERSEDED SURVEY CONTROL
 KA0811
 KA0811  NGVD 29 (??/??/92)  278.252  (m)          912.90   (f) ADJ UNCH    2 0
 KA0811
 KA0811.Superseded values are not recommended for survey control.
 KA0811
 KA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0811.See file dsdata.pdf to determine how the superseded data were derived.
 KA0811
 KA0811_MARKER: DB = BENCH MARK DISK
 KA0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0811_SP_SET: BRIDGE
 KA0811_STAMPING: H 111 1946
 KA0811_MARK LOGO: CGS
 KA0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0811
 KA0811  HISTORY     - Date     Condition        Report By
 KA0811  HISTORY     - 1946     MONUMENTED       CGS
 KA0811  HISTORY     - 1970     MARK NOT FOUND   USGS
 KA0811
 KA0811                          STATION DESCRIPTION
 KA0811
 KA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0811'1.2 MI S FROM ADVANCE.
 KA0811'ALONG STATE HIGHWAY 75 ABOUT 1.25 MILE SOUTH OF JACKSON
 KA0811'HIGHSCHOOL BUILDING AT ADVANCE, SET IN THE TOP OF THE NORTHWEST
 KA0811'WINGWALL OF A 40-FOOT STEEL TRUSS BRIDGE, 12 FEET WEST OF THE
 KA0811'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 KA0811'A STANDARD DISK, STAMPED H 111 1946.
 KA0811
 KA0811                          STATION RECOVERY (1970)
 KA0811
 KA0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KA0811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0609 ***********************************************************************
 LB0609  DESIGNATION -  H 112
 LB0609  PID         -  LB0609
 LB0609  STATE/COUNTY-  IN/BOONE
 LB0609  COUNTRY     -  US
 LB0609  USGS QUAD   -  ROSSTON (2019)
 LB0609
 LB0609                         *CURRENT SURVEY CONTROL
 LB0609  ______________________________________________________________________
 LB0609* NAD 83(1986) POSITION- 40 02 25.     (N) 086 17 36.     (W)   SCALED
 LB0609* NAVD 88 ORTHO HEIGHT -   285.596 (meters)      936.99  (feet) ADJUSTED
 LB0609  ______________________________________________________________________
 LB0609  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LB0609  DYNAMIC HEIGHT  -        285.437 (meters)      936.47  (feet) COMP
 LB0609  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 LB0609
 LB0609  VERT ORDER      -  SECOND    CLASS 0
 LB0609
 LB0609.The horizontal coordinates were scaled from a map and have
 LB0609.an estimated accuracy of +/- 6 seconds.
 LB0609
 LB0609.The orthometric height was determined by differential leveling and
 LB0609.adjusted by the NATIONAL GEODETIC SURVEY
 LB0609.in June 1991.
 LB0609
 LB0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0609.GEOID18 height accuracy estimate available here.
 LB0609
 LB0609.Click photographs - Photos may exist for this station.
 LB0609
 LB0609.The dynamic height is computed by dividing the NAVD 88
 LB0609.geopotential number by the normal gravity value computed on the
 LB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0609.degrees latitude (g = 980.6199 gals.).
 LB0609
 LB0609.The modeled gravity was interpolated from observed gravity values.
 LB0609
 LB0609;                    North         East    Units  Estimated Accuracy
 LB0609;SPC IN W     -   532,290.      967,420.      MT  (+/- 180 meters Scaled)
 LB0609
 LB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK602324(NAD 83)
 LB0609
 LB0609                          SUPERSEDED SURVEY CONTROL
 LB0609
 LB0609  NGVD 29 (??/??/92)  285.703  (m)          937.34   (f) ADJ UNCH    2 0
 LB0609
 LB0609.Superseded values are not recommended for survey control.
 LB0609
 LB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0609.See file dsdata.pdf to determine how the superseded data were derived.
 LB0609
 LB0609_MARKER: DB = BENCH MARK DISK
 LB0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0609_SP_SET: BUILDING
 LB0609_STAMPING: H 112 1946
 LB0609_MARK LOGO: CGS
 LB0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0609
 LB0609  HISTORY     - Date     Condition        Report By
 LB0609  HISTORY     - 1946     MONUMENTED       CGS
 LB0609  HISTORY     - 1977     GOOD             LOCENG
 LB0609
 LB0609                          STATION DESCRIPTION
 LB0609
 LB0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0609'9.6 MI E FROM LEBANON.
 LB0609'ALONG STATE HIGHWAY 32 ABOUT 9.65 MILES EAST FROM THE COUNTY
 LB0609'COURT HOUSE AT LEBANON, ABOUT 3.6 MILES WEST OF THE METHODIST
 LB0609'CHURCH AT JOLIETVILLE, 0.55 MILE WEST OF THE INTERSECTION WITH
 LB0609'STATE HIGHWAY 29, AT UNION TOWNSHIP GRADE SCHOOL, SET VERTICALLY
 LB0609'IN THE NORTH FACE OF THE NORTHWEST CORNER OF THE BUILDING, 1.1
 LB0609'FOOT EAST OF THE CORNER AND 3.5 FEET HIGHER THAN THE GROUND.
 LB0609'A STANDARD DISK, STAMPED H 112 1946.
 LB0609
 LB0609                          STATION RECOVERY (1977)
 LB0609
 LB0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0886 ***********************************************************************
 LB0886  DESIGNATION -  H 113
 LB0886  PID         -  LB0886
 LB0886  STATE/COUNTY-  IN/BOONE
 LB0886  COUNTRY     -  US
 LB0886  USGS QUAD   -  THORNTOWN (2019)
 LB0886
 LB0886                         *CURRENT SURVEY CONTROL
 LB0886  ______________________________________________________________________
 LB0886* NAD 83(1986) POSITION- 40 07 45.4    (N) 086 36 23.8    (W)   HD_HELD2
 LB0886* NAVD 88 ORTHO HEIGHT -   260.945 (meters)      856.12  (feet) ADJUSTED
 LB0886  ______________________________________________________________________
 LB0886  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 LB0886  DYNAMIC HEIGHT  -        260.804 (meters)      855.65  (feet) COMP
 LB0886  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 LB0886
 LB0886  VERT ORDER      -  SECOND    CLASS 0
 LB0886
 LB0886.The horizontal coordinates were established by autonomous hand held GPS
 LB0886.observations and have an estimated accuracy of +/- 10 meters.
 LB0886
 LB0886.The orthometric height was determined by differential leveling and
 LB0886.adjusted by the NATIONAL GEODETIC SURVEY
 LB0886.in June 1991.
 LB0886
 LB0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0886.GEOID18 height accuracy estimate available here.
 LB0886
 LB0886.Click photographs - Photos may exist for this station.
 LB0886
 LB0886.The dynamic height is computed by dividing the NAVD 88
 LB0886.geopotential number by the normal gravity value computed on the
 LB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0886.degrees latitude (g = 980.6199 gals.).
 LB0886
 LB0886.The modeled gravity was interpolated from observed gravity values.
 LB0886
 LB0886;                    North         East    Units  Estimated Accuracy
 LB0886;SPC IN W     -   541,981.      940,631.      MT  (+/- 10 meters HH2 GPS)
 LB0886
 LB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3351642180(NAD 83)
 LB0886
 LB0886                          SUPERSEDED SURVEY CONTROL
 LB0886
 LB0886  NGVD 29 (??/??/92)  261.042  (m)          856.44   (f) ADJ UNCH    2 0
 LB0886
 LB0886.Superseded values are not recommended for survey control.
 LB0886
 LB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0886.See file dsdata.pdf to determine how the superseded data were derived.
 LB0886
 LB0886_MARKER: DB = BENCH MARK DISK
 LB0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0886_SP_SET: BUILDING
 LB0886_STAMPING: H 113 1946
 LB0886_MARK LOGO: CGS
 LB0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0886
 LB0886  HISTORY     - Date     Condition        Report By
 LB0886  HISTORY     - 1946     MONUMENTED       CGS
 LB0886  HISTORY     - 1977     GOOD             LOCENG
 LB0886
 LB0886                          STATION DESCRIPTION
 LB0886
 LB0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0886'AT THORNTOWN.
 LB0886'AT THORNTOWN, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 LB0886'CORNER OF THE MUNICIPAL BUILDING, 1 FOOT WEST OF THE CORNER AND
 LB0886'3.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED H 113
 LB0886'1946.
 LB0886
 LB0886                          STATION RECOVERY (1977)
 LB0886
 LB0886'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0642 ***********************************************************************
 LB0642  DESIGNATION -  H 114
 LB0642  PID         -  LB0642
 LB0642  STATE/COUNTY-  IN/BOONE
 LB0642  COUNTRY     -  US
 LB0642  USGS QUAD   -  MECHANICSBURG (2019)
 LB0642
 LB0642                         *CURRENT SURVEY CONTROL
 LB0642  ______________________________________________________________________
 LB0642* NAD 83(1986) POSITION- 40 09 19.     (N) 086 29 05.     (W)   SCALED
 LB0642* NAVD 88 ORTHO HEIGHT -   268.413 (meters)      880.62  (feet) ADJUSTED
 LB0642  ______________________________________________________________________
 LB0642  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 LB0642  DYNAMIC HEIGHT  -        268.268 (meters)      880.14  (feet) COMP
 LB0642  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LB0642
 LB0642  VERT ORDER      -  SECOND    CLASS 0
 LB0642
 LB0642.The horizontal coordinates were scaled from a map and have
 LB0642.an estimated accuracy of +/- 6 seconds.
 LB0642
 LB0642.The orthometric height was determined by differential leveling and
 LB0642.adjusted by the NATIONAL GEODETIC SURVEY
 LB0642.in June 1991.
 LB0642
 LB0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0642.GEOID18 height accuracy estimate available here.
 LB0642
 LB0642.Click photographs - Photos may exist for this station.
 LB0642
 LB0642.The dynamic height is computed by dividing the NAVD 88
 LB0642.geopotential number by the normal gravity value computed on the
 LB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0642.degrees latitude (g = 980.6199 gals.).
 LB0642
 LB0642.The modeled gravity was interpolated from observed gravity values.
 LB0642
 LB0642;                    North         East    Units  Estimated Accuracy
 LB0642;SPC IN W     -   544,930.      951,000.      MT  (+/- 180 meters Scaled)
 LB0642
 LB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK438451(NAD 83)
 LB0642
 LB0642                          SUPERSEDED SURVEY CONTROL
 LB0642
 LB0642  NGVD 29 (??/??/92)  268.52   (m)          881.0    (f) COMPUTED    2 0
 LB0642
 LB0642.Superseded values are not recommended for survey control.
 LB0642
 LB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0642.See file dsdata.pdf to determine how the superseded data were derived.
 LB0642
 LB0642_MARKER: DB = BENCH MARK DISK
 LB0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0642_STAMPING: H 114 1946
 LB0642_MARK LOGO: CGS
 LB0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0642+STABILITY: SURFACE MOTION
 LB0642
 LB0642  HISTORY     - Date     Condition        Report By
 LB0642  HISTORY     - 1946     MONUMENTED       CGS
 LB0642
 LB0642                          STATION DESCRIPTION
 LB0642
 LB0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0642'AT MECHANICSBURG.
 LB0642'ALONG STATE HIGHWAY 39, AT MECHANICSBURG, ABOUT 0.25 MILE
 LB0642'SOUTH OF THE BANK BUILDING, AT THE JUNCTION WITH A GRAVEL ROAD
 LB0642'LEADING WEST, IN THE SOUTHWEST QUARTER OF THE JUNCTION, 26.5
 LB0642'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH
 LB0642'OF THE CENTER LINE OF THE ROAD LEADING WEST, 2 FEET EAST OF A
 LB0642'FENCE CORNER, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 2.8 FEET
 LB0642'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 1/2 FEET LOWER
 LB0642'THAN HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0100 ***********************************************************************
 LB0100  DESIGNATION -  H 115
 LB0100  PID         -  LB0100
 LB0100  STATE/COUNTY-  IN/CASS
 LB0100  COUNTRY     -  US
 LB0100  USGS QUAD   -  GALVESTON (2019)
 LB0100
 LB0100                         *CURRENT SURVEY CONTROL
 LB0100  ______________________________________________________________________
 LB0100* NAD 83(1986) POSITION- 40 36 20.     (N) 086 14 28.     (W)   SCALED
 LB0100* NAVD 88 ORTHO HEIGHT -   228.889 (meters)      750.95  (feet) ADJUSTED
 LB0100  ______________________________________________________________________
 LB0100  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 LB0100  DYNAMIC HEIGHT  -        228.774 (meters)      750.57  (feet) COMP
 LB0100  MODELED GRAVITY -    980,120.4   (mgal)                       NAVD 88
 LB0100
 LB0100  VERT ORDER      -  SECOND    CLASS 0
 LB0100
 LB0100.The horizontal coordinates were scaled from a map and have
 LB0100.an estimated accuracy of +/- 6 seconds.
 LB0100
 LB0100.The orthometric height was determined by differential leveling and
 LB0100.adjusted by the NATIONAL GEODETIC SURVEY
 LB0100.in June 1991.
 LB0100
 LB0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0100.GEOID18 height accuracy estimate available here.
 LB0100
 LB0100.Click photographs - Photos may exist for this station.
 LB0100
 LB0100.The dynamic height is computed by dividing the NAVD 88
 LB0100.geopotential number by the normal gravity value computed on the
 LB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0100.degrees latitude (g = 980.6199 gals.).
 LB0100
 LB0100.The modeled gravity was interpolated from observed gravity values.
 LB0100
 LB0100;                    North         East    Units  Estimated Accuracy
 LB0100;SPC IN E     -   594,920.       51,380.      MT  (+/- 180 meters Scaled)
 LB0100
 LB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK642952(NAD 83)
 LB0100
 LB0100                          SUPERSEDED SURVEY CONTROL
 LB0100
 LB0100  NGVD 29 (??/??/92)  229.006  (m)          751.33   (f) ADJ UNCH    2 0
 LB0100
 LB0100.Superseded values are not recommended for survey control.
 LB0100
 LB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0100.See file dsdata.pdf to determine how the superseded data were derived.
 LB0100
 LB0100_MARKER: DB = BENCH MARK DISK
 LB0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0100_STAMPING: H 115 1946
 LB0100_MARK LOGO: CGS
 LB0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0100+STABILITY: SURFACE MOTION
 LB0100
 LB0100  HISTORY     - Date     Condition        Report By
 LB0100  HISTORY     - 1946     MONUMENTED       CGS
 LB0100
 LB0100                          STATION DESCRIPTION
 LB0100
 LB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0100'2 MI W FROM LINCOLN.
 LB0100'ABOUT 1.6 MILE WEST ALONG A GRAVEL ROAD FROM THE GRAIN ELEVATOR
 LB0100'AT LINCOLN, THENCE 0.45 MILE SOUTH ALONG A NORTH-SOUTH PAVED
 LB0100'ROAD, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, IN
 LB0100'THE NORTHEAST QUARTER OF THE INTERSECTION, ABOUT 0.15 MILE NORTH
 LB0100'OF A STEEL BRIDGE OVER A CREEK, 20 FEET EAST OF THE CENTER LINE
 LB0100'OF THE NORTH-SOUTH ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE
 LB0100'EAST-WEST ROAD, 10 FEET NORTHEAST OF A 14-INCH ASH TREE, 2.5
 LB0100'FEET NORTH OF A GATE POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB0100'POST, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET BELOW ROAD LEVEL.
 LB0100'A STANDARD DISK, STAMPED H 115 1946 AND SET IN THE TOP OF A
 LB0100'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0323 ***********************************************************************
 LB0323  DESIGNATION -  H 116
 LB0323  PID         -  LB0323
 LB0323  STATE/COUNTY-  IN/CLINTON
 LB0323  COUNTRY     -  US
 LB0323  USGS QUAD   -  BURLINGTON (2019)
 LB0323
 LB0323                         *CURRENT SURVEY CONTROL
 LB0323  ______________________________________________________________________
 LB0323* NAD 83(1986) POSITION- 40 25 54.     (N) 086 23 34.     (W)   SCALED
 LB0323* NAVD 88 ORTHO HEIGHT -   249.941 (meters)      820.01  (feet) ADJUSTED
 LB0323  ______________________________________________________________________
 LB0323  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LB0323  DYNAMIC HEIGHT  -        249.811 (meters)      819.59  (feet) COMP
 LB0323  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LB0323
 LB0323  VERT ORDER      -  SECOND    CLASS 0
 LB0323
 LB0323.The horizontal coordinates were scaled from a map and have
 LB0323.an estimated accuracy of +/- 6 seconds.
 LB0323
 LB0323.The orthometric height was determined by differential leveling and
 LB0323.adjusted by the NATIONAL GEODETIC SURVEY
 LB0323.in June 1991.
 LB0323
 LB0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0323.GEOID18 height accuracy estimate available here.
 LB0323
 LB0323.Click photographs - Photos may exist for this station.
 LB0323
 LB0323.The dynamic height is computed by dividing the NAVD 88
 LB0323.geopotential number by the normal gravity value computed on the
 LB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0323.degrees latitude (g = 980.6199 gals.).
 LB0323
 LB0323.The modeled gravity was interpolated from observed gravity values.
 LB0323
 LB0323;                    North         East    Units  Estimated Accuracy
 LB0323;SPC IN W     -   575,680.      958,590.      MT  (+/- 180 meters Scaled)
 LB0323
 LB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515758(NAD 83)
 LB0323
 LB0323                          SUPERSEDED SURVEY CONTROL
 LB0323
 LB0323  NGVD 29 (??/??/92)  250.048  (m)          820.37   (f) ADJ UNCH    2 0
 LB0323
 LB0323.Superseded values are not recommended for survey control.
 LB0323
 LB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0323.See file dsdata.pdf to determine how the superseded data were derived.
 LB0323
 LB0323_MARKER: DB = BENCH MARK DISK
 LB0323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0323_SP_SET: BOX CULVERT HEADWALL
 LB0323_STAMPING: H 116 1946
 LB0323_MARK LOGO: CGS
 LB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0323+STABILITY: SURFACE MOTION
 LB0323
 LB0323  HISTORY     - Date     Condition        Report By
 LB0323  HISTORY     - 1946     MONUMENTED       CGS
 LB0323
 LB0323                          STATION DESCRIPTION
 LB0323
 LB0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0323'1 MI N FROM MIDDLE FORK.
 LB0323'ABOUT 1.05 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 LB0323'WITH STATE HIGHWAY 26 AT MIDDLE FORK, IN THE SOUTHWEST QUARTER
 LB0323'OF THE JUNCTION WITH THE CLINTON-CARROLL COUNTY LINE ROAD LEADING
 LB0323'WEST, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 4-FOOT
 LB0323'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 42 FEET WEST OF THE CENTER
 LB0323'LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 LB0323'LINE ROAD, AND ABOUT 1 1/2 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB0323'DISK, STAMPED H 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0381 ***********************************************************************
 LB0381  DESIGNATION -  H 117
 LB0381  PID         -  LB0381
 LB0381  STATE/COUNTY-  IN/CARROLL
 LB0381  COUNTRY     -  US
 LB0381  USGS QUAD   -  BURLINGTON (2019)
 LB0381
 LB0381                         *CURRENT SURVEY CONTROL
 LB0381  ______________________________________________________________________
 LB0381* NAD 83(1986) POSITION- 40 28 28.     (N) 086 29 31.     (W)   SCALED
 LB0381* NAVD 88 ORTHO HEIGHT -   228.321 (meters)      749.08  (feet) ADJUSTED
 LB0381  ______________________________________________________________________
 LB0381  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LB0381  DYNAMIC HEIGHT  -        228.204 (meters)      748.70  (feet) COMP
 LB0381  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 LB0381
 LB0381  VERT ORDER      -  SECOND    CLASS 0
 LB0381
 LB0381.The horizontal coordinates were scaled from a map and have
 LB0381.an estimated accuracy of +/- 6 seconds.
 LB0381
 LB0381.The orthometric height was determined by differential leveling and
 LB0381.adjusted by the NATIONAL GEODETIC SURVEY
 LB0381.in June 1991.
 LB0381
 LB0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0381.GEOID18 height accuracy estimate available here.
 LB0381
 LB0381.Click photographs - Photos may exist for this station.
 LB0381
 LB0381.The dynamic height is computed by dividing the NAVD 88
 LB0381.geopotential number by the normal gravity value computed on the
 LB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0381.degrees latitude (g = 980.6199 gals.).
 LB0381
 LB0381.The modeled gravity was interpolated from observed gravity values.
 LB0381
 LB0381;                    North         East    Units  Estimated Accuracy
 LB0381;SPC IN W     -   580,370.      950,150.      MT  (+/- 180 meters Scaled)
 LB0381
 LB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK430805(NAD 83)
 LB0381
 LB0381                          SUPERSEDED SURVEY CONTROL
 LB0381
 LB0381  NGVD 29 (??/??/92)  228.430  (m)          749.44   (f) ADJ UNCH    2 0
 LB0381
 LB0381.Superseded values are not recommended for survey control.
 LB0381
 LB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0381.See file dsdata.pdf to determine how the superseded data were derived.
 LB0381
 LB0381_MARKER: DB = BENCH MARK DISK
 LB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0381_STAMPING: H 117 1946
 LB0381_MARK LOGO: CGS
 LB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0381+STABILITY: SURFACE MOTION
 LB0381
 LB0381  HISTORY     - Date     Condition        Report By
 LB0381  HISTORY     - 1946     MONUMENTED       CGS
 LB0381
 LB0381                          STATION DESCRIPTION
 LB0381
 LB0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0381'1.7 MI E FROM CUTLER.
 LB0381'ABOUT 1.7 MILE EAST ALONG THE BURLINGTON-CUTLER ROAD FROM THE
 LB0381'HIGH SCHOOL BUILDING AT CUTLER, 20 FEET SOUTH OF THE CENTER
 LB0381'LINE OF THE ROAD, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB0381'THE WILLIAM COOK FARM HOUSE, 20 FEET EAST OF THE CENTER LINE
 LB0381'OF THE DRIVEWAY, 10 FEET EAST OF A STEEL CORNER FENCE POST, 1
 LB0381'FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL WITH
 LB0381'THE ROAD.  A STANDARD DISK, STAMPED H 117 1946 AND SET IN THE
 LB0381'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0968 ***********************************************************************
 LB0968  DESIGNATION -  H 118
 LB0968  PID         -  LB0968
 LB0968  STATE/COUNTY-  IN/CARROLL
 LB0968  COUNTRY     -  US
 LB0968  USGS QUAD   -  FLORA (2019)
 LB0968
 LB0968                         *CURRENT SURVEY CONTROL
 LB0968  ______________________________________________________________________
 LB0968* NAD 83(1986) POSITION- 40 30 13.13   (N) 086 32 22.60   (W)   HD_HELD1
 LB0968* NAVD 88 ORTHO HEIGHT -   221.905 (meters)      728.03  (feet) ADJUSTED
 LB0968  ______________________________________________________________________
 LB0968  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LB0968  DYNAMIC HEIGHT  -        221.793 (meters)      727.67  (feet) COMP
 LB0968  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB0968
 LB0968  VERT ORDER      -  SECOND    CLASS 0
 LB0968
 LB0968.The horizontal coordinates were determined by differentially corrected
 LB0968.hand held GPS observations or other comparable positioning techniques
 LB0968.and have an estimated accuracy of +/- 3 meters.
 LB0968
 LB0968.The orthometric height was determined by differential leveling and
 LB0968.adjusted by the NATIONAL GEODETIC SURVEY
 LB0968.in June 1991.
 LB0968
 LB0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0968.GEOID18 height accuracy estimate available here.
 LB0968
 LB0968.Click photographs - Photos may exist for this station.
 LB0968
 LB0968.The dynamic height is computed by dividing the NAVD 88
 LB0968.geopotential number by the normal gravity value computed on the
 LB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0968.degrees latitude (g = 980.6199 gals.).
 LB0968
 LB0968.The modeled gravity was interpolated from observed gravity values.
 LB0968
 LB0968;                    North         East    Units  Estimated Accuracy
 LB0968;SPC IN W     -   583,582.5     946,086.2     MT  (+/- 3 meters HH1 GPS) 
 LB0968
 LB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3900883761(NAD 83)
 LB0968
 LB0968                          SUPERSEDED SURVEY CONTROL
 LB0968
 LB0968  NGVD 29 (??/??/92)  222.014  (m)          728.39   (f) ADJ UNCH    2 0
 LB0968
 LB0968.Superseded values are not recommended for survey control.
 LB0968
 LB0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0968.See file dsdata.pdf to determine how the superseded data were derived.
 LB0968
 LB0968_MARKER: DB = BENCH MARK DISK
 LB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0968_STAMPING: H 118 1946
 LB0968_MARK LOGO: CGS
 LB0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0968+STABILITY: SURFACE MOTION
 LB0968
 LB0968  HISTORY     - Date     Condition        Report By
 LB0968  HISTORY     - 1946     MONUMENTED       CGS
 LB0968
 LB0968                          STATION DESCRIPTION
 LB0968
 LB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0968'2.7 MI N FROM CUTLER.
 LB0968'ABOUT 2.7 MILES NORTH ALONG THE CUTLER-FLORA ROAD FROM THE
 LB0968'HIGH SCHOOL BUILDING AT CUTLER, AT A T ROAD JUNCTION, 19 FEET
 LB0968'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH TO CUTLER, 25
 LB0968'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.5 FOOT
 LB0968'SOUTHEAST OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND ABOUT
 LB0968'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 118 1946 AND SET
 LB0968'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0968'THIS MARK IS ABOUT 3.65 MILES SOUTH OF FLORA AND MAY BE REACHED
 LB0968'FROM THE PENNSYLVANIA RAILROAD STATION AT FLORA BY GOING ABOUT
 LB0968'0.25 MILE WEST ALONG STATE HIGHWAY 18, THENCE ABOUT 3.4 MILES
 LB0968'SOUTH ALONG A GRAVEL ROAD LEADING TO CUTLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0693 ***********************************************************************
 LB0693  DESIGNATION -  H 119
 LB0693  PID         -  LB0693
 LB0693  STATE/COUNTY-  IN/CARROLL
 LB0693  COUNTRY     -  US
 LB0693  USGS QUAD   -  PYRMONT (2019)
 LB0693
 LB0693                         *CURRENT SURVEY CONTROL
 LB0693  ______________________________________________________________________
 LB0693* NAD 83(1986) POSITION- 40 28 42.     (N) 086 38 18.     (W)   SCALED
 LB0693* NAVD 88 ORTHO HEIGHT -   211.263 (meters)      693.12  (feet) ADJUSTED
 LB0693  ______________________________________________________________________
 LB0693  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 LB0693  DYNAMIC HEIGHT  -        211.158 (meters)      692.77  (feet) COMP
 LB0693  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LB0693
 LB0693  VERT ORDER      -  SECOND    CLASS 0
 LB0693
 LB0693.The horizontal coordinates were scaled from a map and have
 LB0693.an estimated accuracy of +/- 6 seconds.
 LB0693
 LB0693.The orthometric height was determined by differential leveling and
 LB0693.adjusted by the NATIONAL GEODETIC SURVEY
 LB0693.in June 1991.
 LB0693
 LB0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0693.GEOID18 height accuracy estimate available here.
 LB0693
 LB0693.Click photographs - Photos may exist for this station.
 LB0693
 LB0693.The dynamic height is computed by dividing the NAVD 88
 LB0693.geopotential number by the normal gravity value computed on the
 LB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0693.degrees latitude (g = 980.6199 gals.).
 LB0693
 LB0693.The modeled gravity was interpolated from observed gravity values.
 LB0693
 LB0693;                    North         East    Units  Estimated Accuracy
 LB0693;SPC IN W     -   580,730.      937,730.      MT  (+/- 180 meters Scaled)
 LB0693
 LB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK306809(NAD 83)
 LB0693
 LB0693                          SUPERSEDED SURVEY CONTROL
 LB0693
 LB0693  NGVD 29 (??/??/92)  211.370  (m)          693.47   (f) ADJ UNCH    2 0
 LB0693
 LB0693.Superseded values are not recommended for survey control.
 LB0693
 LB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0693.See file dsdata.pdf to determine how the superseded data were derived.
 LB0693
 LB0693_MARKER: DB = BENCH MARK DISK
 LB0693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0693_SP_SET: CULVERT HEADWALL
 LB0693_STAMPING: H 119 1946
 LB0693_MARK LOGO: CGS
 LB0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0693+STABILITY: SURFACE MOTION
 LB0693
 LB0693  HISTORY     - Date     Condition        Report By
 LB0693  HISTORY     - 1946     MONUMENTED       CGS
 LB0693  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0693
 LB0693                          STATION DESCRIPTION
 LB0693
 LB0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0693'5 MI NW FROM ROSSVILLE.
 LB0693'ABOUT 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0693'OFFICE AT ROSSVILLE, ABOUT 0.7 MILE SOUTH OF THE CROSS ROADS AT
 LB0693'OCKLEY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 LB0693'3-FOOT CONCRETE CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE
 LB0693'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0693'STAMPED H 119 1946.
 LB0693
 LB0693                          STATION RECOVERY (2009)
 LB0693
 LB0693'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0693'MARK NOT FOUND (HEADWALL CRUMBING/DISK MISSING)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0708 ***********************************************************************
 LB0708  DESIGNATION -  H 120
 LB0708  PID         -  LB0708
 LB0708  STATE/COUNTY-  IN/CARROLL
 LB0708  COUNTRY     -  US
 LB0708  USGS QUAD   -  ROSSVILLE (2019)
 LB0708
 LB0708                         *CURRENT SURVEY CONTROL
 LB0708  ______________________________________________________________________
 LB0708* NAD 83(1986) POSITION- 40 27 38.     (N) 086 36 09.     (W)   SCALED
 LB0708* NAVD 88 ORTHO HEIGHT -   199.449 (meters)      654.36  (feet) ADJUSTED
 LB0708  ______________________________________________________________________
 LB0708  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 LB0708  DYNAMIC HEIGHT  -        199.349 (meters)      654.03  (feet) COMP
 LB0708  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 LB0708
 LB0708  VERT ORDER      -  SECOND    CLASS 0
 LB0708
 LB0708.The horizontal coordinates were scaled from a map and have
 LB0708.an estimated accuracy of +/- 6 seconds.
 LB0708
 LB0708.The orthometric height was determined by differential leveling and
 LB0708.adjusted by the NATIONAL GEODETIC SURVEY
 LB0708.in June 1991.
 LB0708
 LB0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0708.GEOID18 height accuracy estimate available here.
 LB0708
 LB0708.Click photographs - Photos may exist for this station.
 LB0708
 LB0708.The dynamic height is computed by dividing the NAVD 88
 LB0708.geopotential number by the normal gravity value computed on the
 LB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0708.degrees latitude (g = 980.6199 gals.).
 LB0708
 LB0708.The modeled gravity was interpolated from observed gravity values.
 LB0708
 LB0708;                    North         East    Units  Estimated Accuracy
 LB0708;SPC IN W     -   578,770.      940,780.      MT  (+/- 180 meters Scaled)
 LB0708
 LB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK337789(NAD 83)
 LB0708
 LB0708                          SUPERSEDED SURVEY CONTROL
 LB0708
 LB0708  NGVD 29 (??/??/92)  199.558  (m)          654.72   (f) ADJ UNCH    2 0
 LB0708
 LB0708.Superseded values are not recommended for survey control.
 LB0708
 LB0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0708.See file dsdata.pdf to determine how the superseded data were derived.
 LB0708
 LB0708_MARKER: DB = BENCH MARK DISK
 LB0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0708_SP_SET: BRIDGE WINGWALL
 LB0708_STAMPING: H 120 1946
 LB0708_MARK LOGO: CGS
 LB0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0708
 LB0708  HISTORY     - Date     Condition        Report By
 LB0708  HISTORY     - 1946     MONUMENTED       CGS
 LB0708
 LB0708                          STATION DESCRIPTION
 LB0708
 LB0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0708'1.2 MI E FROM OWASCO.
 LB0708'ABOUT 1.2 MILE EAST ALONG THE CUTLER-OWASCO ROAD FROM THE SCHOOL
 LB0708'AT OWASCO, SET IN THE TOP OF THE EAST WINGWALL AT THE SOUTHEAST
 LB0708'END OF A 24-FOOT CONCRETE BRIDGE OVER A CREEK, 12.5 FEET NORTHEAST
 LB0708'OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT BELOW THE LEVEL
 LB0708'OF THE ROAD.  A STANDARD DISK, STAMPED H 120 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0647 ***********************************************************************
 KA0647  DESIGNATION -  H 121
 KA0647  PID         -  KA0647
 KA0647  STATE/COUNTY-  IN/PUTNAM
 KA0647  COUNTRY     -  US
 KA0647  USGS QUAD   -  REELSVILLE (2019)
 KA0647
 KA0647                         *CURRENT SURVEY CONTROL
 KA0647  ______________________________________________________________________
 KA0647* NAD 83(1986) POSITION- 39 37 27.72   (N) 086 56 32.08   (W)   HD_HELD1
 KA0647* NAVD 88 ORTHO HEIGHT -   210.730 (meters)      691.37  (feet) ADJUSTED
 KA0647  ______________________________________________________________________
 KA0647  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 KA0647  DYNAMIC HEIGHT  -        210.610 (meters)      690.98  (feet) COMP
 KA0647  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 KA0647
 KA0647  VERT ORDER      -  FIRST     CLASS II
 KA0647
 KA0647.The horizontal coordinates were determined by differentially corrected
 KA0647.hand held GPS observations or other comparable positioning techniques
 KA0647.and have an estimated accuracy of +/- 3 meters.
 KA0647
 KA0647.The orthometric height was determined by differential leveling and
 KA0647.adjusted by the NATIONAL GEODETIC SURVEY
 KA0647.in June 1991.
 KA0647
 KA0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0647.GEOID18 height accuracy estimate available here.
 KA0647
 KA0647.Click photographs - Photos may exist for this station.
 KA0647
 KA0647.The dynamic height is computed by dividing the NAVD 88
 KA0647.geopotential number by the normal gravity value computed on the
 KA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0647.degrees latitude (g = 980.6199 gals.).
 KA0647
 KA0647.The modeled gravity was interpolated from observed gravity values.
 KA0647
 KA0647;                    North         East    Units  Estimated Accuracy
 KA0647;SPC IN W     -   485,821.6     912,113.5     MT  (+/- 3 meters HH1 GPS) 
 KA0647
 KA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0495686068(NAD 83)
 KA0647
 KA0647                          SUPERSEDED SURVEY CONTROL
 KA0647
 KA0647  NGVD 29 (??/??/92)  210.844  (m)          691.74   (f) ADJ UNCH    1 2
 KA0647
 KA0647.Superseded values are not recommended for survey control.
 KA0647
 KA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0647.See file dsdata.pdf to determine how the superseded data were derived.
 KA0647
 KA0647_MARKER: DB = BENCH MARK DISK
 KA0647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0647_SP_SET: BRIDGE ABUTMENT
 KA0647_STAMPING: H 121 1946
 KA0647_MARK LOGO: CGS
 KA0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0647
 KA0647  HISTORY     - Date     Condition        Report By
 KA0647  HISTORY     - 1946     MONUMENTED       CGS
 KA0647  HISTORY     - 1985     GOOD             NGS
 KA0647
 KA0647                          STATION DESCRIPTION
 KA0647
 KA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0647'1 MI NE FROM FERN.
 KA0647'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 1.0 MILE NORTHEAST OF
 KA0647'THE OVERHEAD CROSSING AT FERN, AT POLE NUMBER 43/30, AT A 2-SPAN
 KA0647'CONCRETE ARCH BRIDGE OVER WALNUT CREEK AND A NORTH-SOUTH GRAVEL
 KA0647'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 KA0647'PARAPET WALL OF THE BRIDGE, 6.8 FEET NORTHWEST OF THE NORTHWEST
 KA0647'RAIL OF THE WEST BOUND TRACK AND ABOUT LEVEL WITH THE TRACKS.  A
 KA0647'STANDARD DISK, STAMPED H 121 1946.
 KA0647
 KA0647                          STATION RECOVERY (1985)
 KA0647
 KA0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0647'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.1 KM (4.4 MI)
 KA0647'SOUTHWEST ALONG THE CONRAIL RAILROAD FROM THE RAILROAD STATION IN
 KA0647'GREEN CASTLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1374 ***********************************************************************
 LB1374  DESIGNATION -  H 122
 LB1374  PID         -  LB1374
 LB1374  STATE/COUNTY-  IN/BENTON
 LB1374  COUNTRY     -  US
 LB1374  USGS QUAD   -  BOSWELL (2019)
 LB1374
 LB1374                         *CURRENT SURVEY CONTROL
 LB1374  ______________________________________________________________________
 LB1374* NAD 83(1986) POSITION- 40 37 18.     (N) 087 26 44.     (W)   SCALED
 LB1374* NAVD 88 ORTHO HEIGHT -   226.546 (meters)      743.26  (feet) ADJUSTED
 LB1374  ______________________________________________________________________
 LB1374  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 LB1374  DYNAMIC HEIGHT  -        226.438 (meters)      742.91  (feet) COMP
 LB1374  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 LB1374
 LB1374  VERT ORDER      -  SECOND    CLASS 0
 LB1374
 LB1374.The horizontal coordinates were scaled from a map and have
 LB1374.an estimated accuracy of +/- 6 seconds.
 LB1374
 LB1374.The orthometric height was determined by differential leveling and
 LB1374.adjusted by the NATIONAL GEODETIC SURVEY
 LB1374.in June 1991.
 LB1374
 LB1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1374.GEOID18 height accuracy estimate available here.
 LB1374
 LB1374.Click photographs - Photos may exist for this station.
 LB1374
 LB1374.The dynamic height is computed by dividing the NAVD 88
 LB1374.geopotential number by the normal gravity value computed on the
 LB1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1374.degrees latitude (g = 980.6199 gals.).
 LB1374
 LB1374.The modeled gravity was interpolated from observed gravity values.
 LB1374
 LB1374;                    North         East    Units  Estimated Accuracy
 LB1374;SPC IN W     -   596,610.      869,350.      MT  (+/- 180 meters Scaled)
 LB1374
 LB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK623968(NAD 83)
 LB1374
 LB1374                          SUPERSEDED SURVEY CONTROL
 LB1374
 LB1374  NGVD 29 (??/??/92)  226.596  (m)          743.42   (f) ADJ UNCH    2 0
 LB1374
 LB1374.Superseded values are not recommended for survey control.
 LB1374
 LB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1374.See file dsdata.pdf to determine how the superseded data were derived.
 LB1374
 LB1374_MARKER: DB = BENCH MARK DISK
 LB1374_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1374_SP_SET: BOX CULVERT HEADWALL
 LB1374_STAMPING: H 122 1946
 LB1374_MARK LOGO: CGS
 LB1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1374+STABILITY: SURFACE MOTION
 LB1374
 LB1374  HISTORY     - Date     Condition        Report By
 LB1374  HISTORY     - 1946     MONUMENTED       CGS
 LB1374  HISTORY     - 1973     MARK NOT FOUND   NGS
 LB1374
 LB1374                          STATION DESCRIPTION
 LB1374
 LB1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1374'0.6 MI E FROM FREE.
 LB1374'ALONG STATE HIGHWAY 18 ABOUT 0.65 MILE EAST OF THE NEW YORK
 LB1374'CENTRAL RAILROAD STATION AT FREE, SET IN THE TOP OF THE NORTHWEST
 LB1374'WINGWALL OF A 10-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM,
 LB1374'13.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT
 LB1374'NORTH OF THE NORTH CONCRETE HEADWALL, AND ABOUT LEVEL WITH THE
 LB1374'HIGHWAY.  A STANDARD DISK, STAMPED H 122 1946.  NOTE-- CULVERT
 LB1374'HAS BEEN REBUILT.
 LB1374
 LB1374                          STATION RECOVERY (1973)
 LB1374
 LB1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LB1374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1400 ***********************************************************************
 LB1400  DESIGNATION -  H 123
 LB1400  PID         -  LB1400
 LB1400  STATE/COUNTY-  IN/WHITE
 LB1400  COUNTRY     -  US
 LB1400  USGS QUAD   -  ROUND GROVE (2019)
 LB1400
 LB1400                         *CURRENT SURVEY CONTROL
 LB1400  ______________________________________________________________________
 LB1400* NAD 83(1986) POSITION- 40 36 22.     (N) 087 03 26.     (W)   SCALED
 LB1400* NAVD 88 ORTHO HEIGHT -   222.607 (meters)      730.34  (feet) ADJUSTED
 LB1400  ______________________________________________________________________
 LB1400  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LB1400  DYNAMIC HEIGHT  -        222.499 (meters)      729.98  (feet) COMP
 LB1400  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LB1400
 LB1400  VERT ORDER      -  SECOND    CLASS 0
 LB1400
 LB1400.The horizontal coordinates were scaled from a map and have
 LB1400.an estimated accuracy of +/- 6 seconds.
 LB1400
 LB1400.The orthometric height was determined by differential leveling and
 LB1400.adjusted by the NATIONAL GEODETIC SURVEY
 LB1400.in June 1991.
 LB1400
 LB1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1400.GEOID18 height accuracy estimate available here.
 LB1400
 LB1400.Click photographs - Photos may exist for this station.
 LB1400
 LB1400.The dynamic height is computed by dividing the NAVD 88
 LB1400.geopotential number by the normal gravity value computed on the
 LB1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1400.degrees latitude (g = 980.6199 gals.).
 LB1400
 LB1400.The modeled gravity was interpolated from observed gravity values.
 LB1400
 LB1400;                    North         East    Units  Estimated Accuracy
 LB1400;SPC IN W     -   594,820.      902,210.      MT  (+/- 180 meters Scaled)
 LB1400
 LB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK951950(NAD 83)
 LB1400
 LB1400                          SUPERSEDED SURVEY CONTROL
 LB1400
 LB1400  NGVD 29 (??/??/92)  222.686  (m)          730.60   (f) ADJ UNCH    2 0
 LB1400
 LB1400.Superseded values are not recommended for survey control.
 LB1400
 LB1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1400.See file dsdata.pdf to determine how the superseded data were derived.
 LB1400
 LB1400_MARKER: DB = BENCH MARK DISK
 LB1400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1400_SP_SET: CULVERT HEADWALL
 LB1400_STAMPING: H 123 1946
 LB1400_MARK LOGO: CGS
 LB1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1400+STABILITY: SURFACE MOTION
 LB1400
 LB1400  HISTORY     - Date     Condition        Report By
 LB1400  HISTORY     - 1946     MONUMENTED       CGS
 LB1400
 LB1400                          STATION DESCRIPTION
 LB1400
 LB1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1400'10.3 MI W FROM BROOKSTON.
 LB1400'ALONG STATE HIGHWAY 18 ABOUT 10.3 MILES WEST OF THE CHICAGO
 LB1400'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, IN
 LB1400'THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL ROAD INTERSECTION,
 LB1400'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTH LIMESTONE MASONRY
 LB1400'HEADWALL OF A 4-FOOT CORRUGATED STEEL PIPE CULVERT, 21 FEET WEST
 LB1400'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE
 LB1400'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 LB1400'THE INTERSECTION.  A STANDARD DISK, STAMPED H 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1322 ***********************************************************************
 LB1322  DESIGNATION -  H 124
 LB1322  PID         -  LB1322
 LB1322  STATE/COUNTY-  IN/BENTON
 LB1322  COUNTRY     -  US
 LB1322  USGS QUAD   -  FOWLER (2019)
 LB1322
 LB1322                         *CURRENT SURVEY CONTROL
 LB1322  ______________________________________________________________________
 LB1322* NAD 83(1986) POSITION- 40 34 36.     (N) 087 16 00.     (W)   SCALED
 LB1322* NAVD 88 ORTHO HEIGHT -   240.470 (meters)      788.94  (feet) ADJUSTED
 LB1322  ______________________________________________________________________
 LB1322  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 LB1322  DYNAMIC HEIGHT  -        240.351 (meters)      788.55  (feet) COMP
 LB1322  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 LB1322
 LB1322  VERT ORDER      -  SECOND    CLASS 0
 LB1322
 LB1322.The horizontal coordinates were scaled from a map and have
 LB1322.an estimated accuracy of +/- 6 seconds.
 LB1322
 LB1322.The orthometric height was determined by differential leveling and
 LB1322.adjusted by the NATIONAL GEODETIC SURVEY
 LB1322.in June 1991.
 LB1322
 LB1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1322.GEOID18 height accuracy estimate available here.
 LB1322
 LB1322.Click photographs - Photos may exist for this station.
 LB1322
 LB1322.The dynamic height is computed by dividing the NAVD 88
 LB1322.geopotential number by the normal gravity value computed on the
 LB1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1322.degrees latitude (g = 980.6199 gals.).
 LB1322
 LB1322.The modeled gravity was interpolated from observed gravity values.
 LB1322
 LB1322;                    North         East    Units  Estimated Accuracy
 LB1322;SPC IN W     -   591,570.      884,480.      MT  (+/- 180 meters Scaled)
 LB1322
 LB1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774917(NAD 83)
 LB1322
 LB1322                          SUPERSEDED SURVEY CONTROL
 LB1322
 LB1322  NGVD 29 (??/??/92)  240.529  (m)          789.14   (f) ADJ UNCH    2 0
 LB1322
 LB1322.Superseded values are not recommended for survey control.
 LB1322
 LB1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1322.See file dsdata.pdf to determine how the superseded data were derived.
 LB1322
 LB1322_MARKER: DB = BENCH MARK DISK
 LB1322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1322_SP_SET: CULVERT HEADWALL
 LB1322_STAMPING: H 124 1946
 LB1322_MARK LOGO: CGS
 LB1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1322+STABILITY: SURFACE MOTION
 LB1322
 LB1322  HISTORY     - Date     Condition        Report By
 LB1322  HISTORY     - 1946     MONUMENTED       CGS
 LB1322
 LB1322                          STATION DESCRIPTION
 LB1322
 LB1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1322'4.6 MI NW FROM OXFORD.
 LB1322'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE NEW YORK,
 LB1322'CHICAGO AND ST. LOUIS RAILROAD STATION AT OXFORD, THENCE 1.4
 LB1322'MILE NORTHWEST ALONG U.S. HIGHWAY 52, ABOUT 0.5 MILE SOUTHEAST
 LB1322'OF SWANINGTON, AT THE INTERSECTION WITH ROADS LEADING NORTH, EAST,
 LB1322'SOUTH AND WEST FROM THE HIGHWAY, ON THE SOUTHWEST SIDE OF THE
 LB1322'HIGHWAY, 22.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1322'21 FEET EAST OF TELEGRAPH POLE 198/10, 31 FEET WEST OF THE CENTER
 LB1322'LINE OF THE GRAVEL ROAD LEADING SOUTH ACROSS THE NEW YORK CENTRAL
 LB1322'RAILROAD TRACKS, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LB1322'TRACKS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LB1322'CONCRETE HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT UNDER THE
 LB1322'ROAD LEADING SOUTH AND ABOUT LEVEL WITH THE INTERSECTION.  THIS
 LB1322'MARK IS ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM
 LB1322'THE COURT HOUSE AT FOWLER.  ABOUT 1.0 MILE SOUTH ALONG THE
 LB1322'GRAVEL ROAD FROM BENCH MARK G-124.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1467 ***********************************************************************
 LB1467  DESIGNATION -  H 125
 LB1467  PID         -  LB1467
 LB1467  STATE/COUNTY-  IN/WHITE
 LB1467  COUNTRY     -  US
 LB1467  USGS QUAD   -  TEMPLETON NE (2019)
 LB1467
 LB1467                         *CURRENT SURVEY CONTROL
 LB1467  ______________________________________________________________________
 LB1467* NAD 83(1986) POSITION- 40 38 56.     (N) 087 00 12.     (W)   SCALED
 LB1467* NAVD 88 ORTHO HEIGHT -   231.949 (meters)      760.99  (feet) ADJUSTED
 LB1467  ______________________________________________________________________
 LB1467  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 LB1467  DYNAMIC HEIGHT  -        231.838 (meters)      760.62  (feet) COMP
 LB1467  MODELED GRAVITY -    980,140.8   (mgal)                       NAVD 88
 LB1467
 LB1467  VERT ORDER      -  SECOND    CLASS 0
 LB1467
 LB1467.The horizontal coordinates were scaled from a map and have
 LB1467.an estimated accuracy of +/- 6 seconds.
 LB1467
 LB1467.The orthometric height was determined by differential leveling and
 LB1467.adjusted by the NATIONAL GEODETIC SURVEY
 LB1467.in June 1991.
 LB1467
 LB1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1467.GEOID18 height accuracy estimate available here.
 LB1467
 LB1467.Click photographs - Photos may exist for this station.
 LB1467
 LB1467.The dynamic height is computed by dividing the NAVD 88
 LB1467.geopotential number by the normal gravity value computed on the
 LB1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1467.degrees latitude (g = 980.6199 gals.).
 LB1467
 LB1467.The modeled gravity was interpolated from observed gravity values.
 LB1467
 LB1467;                    North         East    Units  Estimated Accuracy
 LB1467;SPC IN W     -   599,570.      906,770.      MT  (+/- 180 meters Scaled)
 LB1467
 LB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK997997(NAD 83)
 LB1467
 LB1467                          SUPERSEDED SURVEY CONTROL
 LB1467
 LB1467  NGVD 29 (??/??/92)  232.033  (m)          761.26   (f) ADJ UNCH    2 0
 LB1467
 LB1467.Superseded values are not recommended for survey control.
 LB1467
 LB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1467.See file dsdata.pdf to determine how the superseded data were derived.
 LB1467
 LB1467_MARKER: DB = BENCH MARK DISK
 LB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1467_STAMPING: H 125 1946
 LB1467_MARK LOGO: CGS
 LB1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1467+STABILITY: SURFACE MOTION
 LB1467
 LB1467  HISTORY     - Date     Condition        Report By
 LB1467  HISTORY     - 1946     MONUMENTED       CGS
 LB1467
 LB1467                          STATION DESCRIPTION
 LB1467
 LB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1467'9.4 MI SE FROM WOLCOTT.
 LB1467'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1467'STATION AT WOLCOTT, THENCE 7.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1467'AT A JOG IN THE NORTH-SOUTH ROAD AND AT THE INTERSECTION
 LB1467'WITH AN EAST-WEST ROAD, 21 FEET EAST OF THE CENTER LINE OF THE
 LB1467'NORTH-SOUTH ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE
 LB1467'EAST-WEST ROAD, 50 FEET NORTHEAST OF REA POWER POLE NUMBER 15/AA2B,
 LB1467'25 FEET NORTH OF A CORNER FENCE POST, 1 1/2 FEET WEST OF THE EAST
 LB1467'RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 LB1467'WITNESS POST AND ABOUT 1 FOOT BELOW THE CENTER OF THE INTERSECTION.
 LB1467'A STANDARD DISK, STAMPED H 125 1946 AND SET IN THE TOP OF A
 LB1467'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1056 ***********************************************************************
 LB1056  DESIGNATION -  H 126
 LB1056  PID         -  LB1056
 LB1056  STATE/COUNTY-  IN/WHITE
 LB1056  COUNTRY     -  US
 LB1056  USGS QUAD   -  MONON NE (2019)
 LB1056
 LB1056                         *CURRENT SURVEY CONTROL
 LB1056  ______________________________________________________________________
 LB1056* NAD 83(1986) POSITION- 40 52 30.     (N) 086 45 37.     (W)   SCALED
 LB1056* NAVD 88 ORTHO HEIGHT -   203.778 (meters)      668.56  (feet) ADJUSTED
 LB1056  ______________________________________________________________________
 LB1056  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 LB1056  DYNAMIC HEIGHT  -        203.687 (meters)      668.26  (feet) COMP
 LB1056  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 LB1056
 LB1056  VERT ORDER      -  SECOND    CLASS 0
 LB1056
 LB1056.The horizontal coordinates were scaled from a map and have
 LB1056.an estimated accuracy of +/- 6 seconds.
 LB1056
 LB1056.The orthometric height was determined by differential leveling and
 LB1056.adjusted by the NATIONAL GEODETIC SURVEY
 LB1056.in June 1991.
 LB1056
 LB1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1056.GEOID18 height accuracy estimate available here.
 LB1056
 LB1056.Click photographs - Photos may exist for this station.
 LB1056
 LB1056.The dynamic height is computed by dividing the NAVD 88
 LB1056.geopotential number by the normal gravity value computed on the
 LB1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1056.degrees latitude (g = 980.6199 gals.).
 LB1056
 LB1056.The modeled gravity was interpolated from observed gravity values.
 LB1056
 LB1056;                    North         East    Units  Estimated Accuracy
 LB1056;SPC IN W     -   624,730.      927,230.      MT  (+/- 180 meters Scaled)
 LB1056
 LB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201249(NAD 83)
 LB1056
 LB1056                          SUPERSEDED SURVEY CONTROL
 LB1056
 LB1056  NGVD 29 (??/??/92)  203.879  (m)          668.89   (f) ADJ UNCH    2 0
 LB1056
 LB1056.Superseded values are not recommended for survey control.
 LB1056
 LB1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1056.See file dsdata.pdf to determine how the superseded data were derived.
 LB1056
 LB1056_MARKER: DB = BENCH MARK DISK
 LB1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1056_STAMPING: H 126 1946
 LB1056_MARK LOGO: CGS
 LB1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1056+STABILITY: SURFACE MOTION
 LB1056
 LB1056  HISTORY     - Date     Condition        Report By
 LB1056  HISTORY     - 1946     MONUMENTED       CGS
 LB1056
 LB1056                          STATION DESCRIPTION
 LB1056
 LB1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1056'1.6 MI SW FROM BUFFALO.
 LB1056'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1056'BUILDING AT BUFFALO, THENCE ABOUT 1.1 MILE SOUTH AND SOUTHWEST
 LB1056'ALONG A WINDING GRAVEL ROAD LEADING TO LEDFORD CAMP, 0.1 MILE
 LB1056'SOUTH OF A RIGHT-ANGLE TURN HAVING TANGENTS EXTENDING EAST AND
 LB1056'SOUTH, ABOUT 165 YARDS SOUTH OF A CONCRETE BLOCK FARM HOUSE
 LB1056'OCCUPIED BY MR. O.D. HILDERBRAND, 22 FEET EAST OF THE CENTER
 LB1056'LINE OF THE ROAD, 44 FEET NORTHEAST AND ACROSS THE ROAD FROM
 LB1056'A 20-INCH WALNUT TREE, 14 FEET NORTH OF A 30-INCH OAK TREE STUMP
 LB1056'IN THE EAST RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF THE FENCE
 LB1056'LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LB1056'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0939 ***********************************************************************
 LB0939  DESIGNATION -  H 127
 LB0939  PID         -  LB0939
 LB0939  STATE/COUNTY-  IN/WHITE
 LB0939  COUNTRY     -  US
 LB0939  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0939
 LB0939                         *CURRENT SURVEY CONTROL
 LB0939  ______________________________________________________________________
 LB0939* NAD 83(1986) POSITION- 40 48 46.     (N) 086 36 02.     (W)   SCALED
 LB0939* NAVD 88 ORTHO HEIGHT -   216.169 (meters)      709.21  (feet) ADJUSTED
 LB0939  ______________________________________________________________________
 LB0939  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 LB0939  DYNAMIC HEIGHT  -        216.071 (meters)      708.89  (feet) COMP
 LB0939  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 LB0939
 LB0939  VERT ORDER      -  SECOND    CLASS 0
 LB0939
 LB0939.The horizontal coordinates were scaled from a map and have
 LB0939.an estimated accuracy of +/- 6 seconds.
 LB0939
 LB0939.The orthometric height was determined by differential leveling and
 LB0939.adjusted by the NATIONAL GEODETIC SURVEY
 LB0939.in June 1991.
 LB0939
 LB0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0939.GEOID18 height accuracy estimate available here.
 LB0939
 LB0939.Click photographs - Photos may exist for this station.
 LB0939
 LB0939.The dynamic height is computed by dividing the NAVD 88
 LB0939.geopotential number by the normal gravity value computed on the
 LB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0939.degrees latitude (g = 980.6199 gals.).
 LB0939
 LB0939.The modeled gravity was interpolated from observed gravity values.
 LB0939
 LB0939;                    North         East    Units  Estimated Accuracy
 LB0939;SPC IN W     -   617,880.      940,730.      MT  (+/- 180 meters Scaled)
 LB0939
 LB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL336180(NAD 83)
 LB0939
 LB0939                          SUPERSEDED SURVEY CONTROL
 LB0939
 LB0939  NGVD 29 (??/??/92)  216.278  (m)          709.57   (f) ADJ UNCH    2 0
 LB0939
 LB0939.Superseded values are not recommended for survey control.
 LB0939
 LB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0939.See file dsdata.pdf to determine how the superseded data were derived.
 LB0939
 LB0939_MARKER: DB = BENCH MARK DISK
 LB0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0939_SP_SET: BRIDGE WINGWALL
 LB0939_STAMPING: H 127 1946
 LB0939_MARK LOGO: CGS
 LB0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0939
 LB0939  HISTORY     - Date     Condition        Report By
 LB0939  HISTORY     - 1946     MONUMENTED       CGS
 LB0939
 LB0939                          STATION DESCRIPTION
 LB0939
 LB0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0939'3.8 MI N FROM BURNETTSVILLE.
 LB0939'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0939'RAILROAD STATION AT BURNETTSVILLE THENCE 3.65 MILES NORTH ALONG A
 LB0939'GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF AN EAST-WEST CROSS ROAD,
 LB0939'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 20-FOOT CONCRETE
 LB0939'BRIDGE OVER A DRAINAGE DITCH, 13 FEET WEST OF THE CENTER LINE
 LB0939'OF THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL,
 LB0939'AND 1 FOOT BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1138 ***********************************************************************
 LB1138  DESIGNATION -  H 128
 LB1138  PID         -  LB1138
 LB1138  STATE/COUNTY-  IN/PULASKI
 LB1138  COUNTRY     -  US
 LB1138  USGS QUAD   -  BUFFALO (2019)
 LB1138
 LB1138                         *CURRENT SURVEY CONTROL
 LB1138  ______________________________________________________________________
 LB1138* NAD 83(1986) POSITION- 40 59 50.     (N) 086 43 03.     (W)   SCALED
 LB1138* NAVD 88 ORTHO HEIGHT -   210.246 (meters)      689.78  (feet) ADJUSTED
 LB1138  ______________________________________________________________________
 LB1138  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 LB1138  DYNAMIC HEIGHT  -        210.155 (meters)      689.48  (feet) COMP
 LB1138  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 LB1138
 LB1138  VERT ORDER      -  SECOND    CLASS 0
 LB1138
 LB1138.The horizontal coordinates were scaled from a map and have
 LB1138.an estimated accuracy of +/- 6 seconds.
 LB1138
 LB1138.The orthometric height was determined by differential leveling and
 LB1138.adjusted by the NATIONAL GEODETIC SURVEY
 LB1138.in June 1991.
 LB1138
 LB1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1138.GEOID18 height accuracy estimate available here.
 LB1138
 LB1138.Click photographs - Photos may exist for this station.
 LB1138
 LB1138.The dynamic height is computed by dividing the NAVD 88
 LB1138.geopotential number by the normal gravity value computed on the
 LB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1138.degrees latitude (g = 980.6199 gals.).
 LB1138
 LB1138.The modeled gravity was interpolated from observed gravity values.
 LB1138
 LB1138;                    North         East    Units  Estimated Accuracy
 LB1138;SPC IN W     -   638,310.      930,780.      MT  (+/- 180 meters Scaled)
 LB1138
 LB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237384(NAD 83)
 LB1138
 LB1138                          SUPERSEDED SURVEY CONTROL
 LB1138
 LB1138  NGVD 29 (??/??/92)  210.366  (m)          690.18   (f) ADJ UNCH    2 0
 LB1138
 LB1138.Superseded values are not recommended for survey control.
 LB1138
 LB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1138.See file dsdata.pdf to determine how the superseded data were derived.
 LB1138
 LB1138_MARKER: DB = BENCH MARK DISK
 LB1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1138_SP_SET: CULVERT HEADWALL
 LB1138_STAMPING: H 128 1946
 LB1138_MARK LOGO: CGS
 LB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1138+STABILITY: SURFACE MOTION
 LB1138
 LB1138  HISTORY     - Date     Condition        Report By
 LB1138  HISTORY     - 1946     MONUMENTED       CGS
 LB1138
 LB1138                          STATION DESCRIPTION
 LB1138
 LB1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1138'4.5 MI NW FROM PULASKI.
 LB1138'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1138'AT PULASKI, THENCE 1.5 MILE NORTH ALONG A GRAVEL ROAD, 1.0 MILE
 LB1138'NORTH OF A FRAME SCHOOL BUILDING, IN THE SOUTHEAST QUARTER OF AN
 LB1138'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 13 FEET EAST OF THE
 LB1138'CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE CENTER
 LB1138'LINE OF THE EAST-WEST ROAD, IN THE TOP OF THE SOUTH END OF THE
 LB1138'EAST L TYPE HEADWALL OF A 12-INCH CORRUGATED PIPE CULVERT, AND
 LB1138'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1140 ***********************************************************************
 LB1140  DESIGNATION -  H 129
 LB1140  PID         -  LB1140
 LB1140  STATE/COUNTY-  IN/PULASKI
 LB1140  COUNTRY     -  US
 LB1140  USGS QUAD   -  MONON NE (2019)
 LB1140
 LB1140                         *CURRENT SURVEY CONTROL
 LB1140  ______________________________________________________________________
 LB1140* NAD 83(1986) POSITION- 40 59 04.     (N) 086 50 44.     (W)   SCALED
 LB1140* NAVD 88 ORTHO HEIGHT -   205.278 (meters)      673.48  (feet) ADJUSTED
 LB1140  ______________________________________________________________________
 LB1140  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 LB1140  DYNAMIC HEIGHT  -        205.187 (meters)      673.18  (feet) COMP
 LB1140  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 LB1140
 LB1140  VERT ORDER      -  SECOND    CLASS 0
 LB1140
 LB1140.The horizontal coordinates were scaled from a map and have
 LB1140.an estimated accuracy of +/- 6 seconds.
 LB1140
 LB1140.The orthometric height was determined by differential leveling and
 LB1140.adjusted by the NATIONAL GEODETIC SURVEY
 LB1140.in June 1991.
 LB1140
 LB1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1140.GEOID18 height accuracy estimate available here.
 LB1140
 LB1140.Click photographs - Photos may exist for this station.
 LB1140
 LB1140.The dynamic height is computed by dividing the NAVD 88
 LB1140.geopotential number by the normal gravity value computed on the
 LB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1140.degrees latitude (g = 980.6199 gals.).
 LB1140
 LB1140.The modeled gravity was interpolated from observed gravity values.
 LB1140
 LB1140;                    North         East    Units  Estimated Accuracy
 LB1140;SPC IN W     -   636,860.      920,010.      MT  (+/- 180 meters Scaled)
 LB1140
 LB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL129370(NAD 83)
 LB1140
 LB1140                          SUPERSEDED SURVEY CONTROL
 LB1140
 LB1140  NGVD 29 (??/??/92)  205.377  (m)          673.81   (f) ADJ UNCH    2 0
 LB1140
 LB1140.Superseded values are not recommended for survey control.
 LB1140
 LB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1140.See file dsdata.pdf to determine how the superseded data were derived.
 LB1140
 LB1140_MARKER: DB = BENCH MARK DISK
 LB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1140_STAMPING: H 129 1946
 LB1140_MARK LOGO: CGS
 LB1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1140+STABILITY: SURFACE MOTION
 LB1140
 LB1140  HISTORY     - Date     Condition        Report By
 LB1140  HISTORY     - 1946     MONUMENTED       CGS
 LB1140  HISTORY     - 1989     GOOD             USPSQD
 LB1140
 LB1140                          STATION DESCRIPTION
 LB1140
 LB1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1140'1.9 MI E FROM FRANCESVILLE.
 LB1140'ABOUT 1.9 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1140'FRANCESVILLE, ABOUT 0.15 MILE WEST OF THE JUNCTION WITH A GRAVEL
 LB1140'ROAD LEADING SOUTH, 165 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 LB1140'THE SOUTHEAST CORNER OF ROSE LAND CEMETERY, 30 FEET SOUTH OF THE
 LB1140'CENTER LINE OF THE ROAD, 12 FEET EAST OF THE CENTER LINE OF A
 LB1140'DRIVEWAY TO THE HERMAN CORDS FARM, 32 FEET NORTHWEST OF A 30-INCH
 LB1140'OAK TREE, 3 FEET EAST OF AN EAST GATE POST, ABOUT LEVEL WITH THE
 LB1140'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 LB1140'INCHES.
 LB1140
 LB1140                          STATION RECOVERY (1989)
 LB1140
 LB1140'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0387 ***********************************************************************
 KA0387  DESIGNATION -  H 13
 KA0387  PID         -  KA0387
 KA0387  STATE/COUNTY-  IN/OWEN
 KA0387  COUNTRY     -  US
 KA0387  USGS QUAD   -  GOSPORT (2019)
 KA0387
 KA0387                         *CURRENT SURVEY CONTROL
 KA0387  ______________________________________________________________________
 KA0387* NAD 83(1986) POSITION- 39 20 33.     (N) 086 39 55.     (W)   SCALED
 KA0387* NAVD 88 ORTHO HEIGHT -   182.002 (meters)      597.12  (feet) ADJUSTED
 KA0387  ______________________________________________________________________
 KA0387  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 KA0387  DYNAMIC HEIGHT  -        181.895 (meters)      596.77  (feet) COMP
 KA0387  MODELED GRAVITY -    980,039.4   (mgal)                       NAVD 88
 KA0387
 KA0387  VERT ORDER      -  FIRST     CLASS II
 KA0387
 KA0387.The horizontal coordinates were scaled from a map and have
 KA0387.an estimated accuracy of +/- 6 seconds.
 KA0387
 KA0387.The orthometric height was determined by differential leveling and
 KA0387.adjusted by the NATIONAL GEODETIC SURVEY
 KA0387.in June 1991.
 KA0387
 KA0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0387.GEOID18 height accuracy estimate available here.
 KA0387
 KA0387.Click photographs - Photos may exist for this station.
 KA0387
 KA0387.The dynamic height is computed by dividing the NAVD 88
 KA0387.geopotential number by the normal gravity value computed on the
 KA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0387.degrees latitude (g = 980.6199 gals.).
 KA0387
 KA0387.The modeled gravity was interpolated from observed gravity values.
 KA0387
 KA0387;                    North         East    Units  Estimated Accuracy
 KA0387;SPC IN W     -   454,600.      936,040.      MT  (+/- 180 meters Scaled)
 KA0387
 KA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ288548(NAD 83)
 KA0387
 KA0387                          SUPERSEDED SURVEY CONTROL
 KA0387
 KA0387  NGVD 29 (??/??/92)  182.126  (m)          597.53   (f) ADJ UNCH    1 2
 KA0387
 KA0387.Superseded values are not recommended for survey control.
 KA0387
 KA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0387.See file dsdata.pdf to determine how the superseded data were derived.
 KA0387
 KA0387_MARKER: DB = BENCH MARK DISK
 KA0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0387_STAMPING: 597.525 H 13 1930
 KA0387_MARK LOGO: CGS
 KA0387_PROJECTION: PROJECTING
 KA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0387+STABILITY: SURFACE MOTION
 KA0387
 KA0387  HISTORY     - Date     Condition        Report By
 KA0387  HISTORY     - 1930     MONUMENTED       CGS
 KA0387  HISTORY     - 1944     GOOD             CGS
 KA0387
 KA0387                          STATION DESCRIPTION
 KA0387
 KA0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0387'0.6 MI W FROM GOSPORT.
 KA0387'0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM GOSPORT, OWEN
 KA0387'COUNTY, 330 FEET EAST OF OVERHEAD BRIDGE 45/58, 23.3 FEET SOUTH
 KA0387'OF THE SOUTH RAIL, AND 16 FEET WEST OF A PRIVATE ROAD.  A STANDARD
 KA0387'DISK, STAMPED 597.525 H 13 1930 AND SET IN THE TOP OF A CONCRETE
 KA0387'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0715 ***********************************************************************
 ME0715  DESIGNATION -  H 130
 ME0715  PID         -  ME0715
 ME0715  STATE/COUNTY-  IN/PULASKI
 ME0715  COUNTRY     -  US
 ME0715  USGS QUAD   -  RIPLEY (2019)
 ME0715
 ME0715                         *CURRENT SURVEY CONTROL
 ME0715  ______________________________________________________________________
 ME0715* NAD 83(1986) POSITION- 41 05 06.     (N) 086 44 15.     (W)   SCALED
 ME0715* NAVD 88 ORTHO HEIGHT -   211.599 (meters)      694.22  (feet) ADJUSTED
 ME0715  ______________________________________________________________________
 ME0715  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 ME0715  DYNAMIC HEIGHT  -        211.508 (meters)      693.92  (feet) COMP
 ME0715  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 ME0715
 ME0715  VERT ORDER      -  SECOND    CLASS 0
 ME0715
 ME0715.The horizontal coordinates were scaled from a map and have
 ME0715.an estimated accuracy of +/- 6 seconds.
 ME0715
 ME0715.The orthometric height was determined by differential leveling and
 ME0715.adjusted by the NATIONAL GEODETIC SURVEY
 ME0715.in June 1991.
 ME0715
 ME0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0715.GEOID18 height accuracy estimate available here.
 ME0715
 ME0715.Click photographs - Photos may exist for this station.
 ME0715
 ME0715.The dynamic height is computed by dividing the NAVD 88
 ME0715.geopotential number by the normal gravity value computed on the
 ME0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0715.degrees latitude (g = 980.6199 gals.).
 ME0715
 ME0715.The modeled gravity was interpolated from observed gravity values.
 ME0715
 ME0715;                    North         East    Units  Estimated Accuracy
 ME0715;SPC IN W     -   648,060.      929,060.      MT  (+/- 180 meters Scaled)
 ME0715
 ME0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220482(NAD 83)
 ME0715
 ME0715                          SUPERSEDED SURVEY CONTROL
 ME0715
 ME0715  NGVD 29 (??/??/92)  211.713  (m)          694.60   (f) ADJ UNCH    2 0
 ME0715
 ME0715.Superseded values are not recommended for survey control.
 ME0715
 ME0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0715.See file dsdata.pdf to determine how the superseded data were derived.
 ME0715
 ME0715_MARKER: DB = BENCH MARK DISK
 ME0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0715_STAMPING: H 130 1946
 ME0715_MARK LOGO: CGS
 ME0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0715+STABILITY: SURFACE MOTION
 ME0715
 ME0715  HISTORY     - Date     Condition        Report By
 ME0715  HISTORY     - 1946     MONUMENTED       CGS
 ME0715  HISTORY     - 1969     GOOD             CGS
 ME0715  HISTORY     - 1989     GOOD             USPSQD
 ME0715
 ME0715                          STATION DESCRIPTION
 ME0715
 ME0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0715'8 MI E FROM MEDARYVILLE.
 ME0715'ABOUT 8.0 MILES EAST ALONG A PAVED AND GRAVEL ROAD FROM THE
 ME0715'POST OFFICE AT MEDARYVILLE, AT AN OFFSET NORTH-SOUTH SECTION
 ME0715'LINE ROAD INTERSECTION, ABOUT 250 FEET EAST OF THE JUNCTION OF
 ME0715'THE SOUTH TANGENT OF THE NORTH-SOUTH ROAD, 43 FEET WEST OF THE
 ME0715'CENTER LINE OF THE NORTH TANGENT OF THE NORTH-SOUTH ROAD, 20
 ME0715'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 22 FEET
 ME0715'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, ABOUT
 ME0715'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME0715'PROJECTING ABOUT 6 INCHES.  NOTE-- IT IS 3 FEET EAST OF A POWER
 ME0715'POLE, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 ME0715
 ME0715                          STATION RECOVERY (1969)
 ME0715
 ME0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0715'RECOVERED IN GOOD CONDITION.
 ME0715
 ME0715                          STATION RECOVERY (1989)
 ME0715
 ME0715'RECOVERY NOTE BY US POWER SQUADRON 1989 (JB)
 ME0715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0757 ***********************************************************************
 ME0757  DESIGNATION -  H 131
 ME0757  PID         -  ME0757
 ME0757  STATE/COUNTY-  IN/PULASKI
 ME0757  COUNTRY     -  US
 ME0757  USGS QUAD   -  WINAMAC (2019)
 ME0757
 ME0757                         *CURRENT SURVEY CONTROL
 ME0757  ______________________________________________________________________
 ME0757* NAD 83(1986) POSITION- 41 00 42.     (N) 086 32 48.     (W)   SCALED
 ME0757* NAVD 88 ORTHO HEIGHT -   217.609 (meters)      713.94  (feet) ADJUSTED
 ME0757  ______________________________________________________________________
 ME0757  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME0757  DYNAMIC HEIGHT  -        217.515 (meters)      713.63  (feet) COMP
 ME0757  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 ME0757
 ME0757  VERT ORDER      -  SECOND    CLASS 0
 ME0757
 ME0757.The horizontal coordinates were scaled from a map and have
 ME0757.an estimated accuracy of +/- 6 seconds.
 ME0757
 ME0757.The orthometric height was determined by differential leveling and
 ME0757.adjusted by the NATIONAL GEODETIC SURVEY
 ME0757.in June 1991.
 ME0757
 ME0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0757.GEOID18 height accuracy estimate available here.
 ME0757
 ME0757.Click photographs - Photos may exist for this station.
 ME0757
 ME0757.The dynamic height is computed by dividing the NAVD 88
 ME0757.geopotential number by the normal gravity value computed on the
 ME0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0757.degrees latitude (g = 980.6199 gals.).
 ME0757
 ME0757.The modeled gravity was interpolated from observed gravity values.
 ME0757
 ME0757;                    North         East    Units  Estimated Accuracy
 ME0757;SPC IN W     -   639,990.      945,140.      MT  (+/- 180 meters Scaled)
 ME0757
 ME0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381401(NAD 83)
 ME0757
 ME0757                          SUPERSEDED SURVEY CONTROL
 ME0757
 ME0757  NGVD 29 (??/??/92)  217.727  (m)          714.33   (f) ADJ UNCH    2 0
 ME0757
 ME0757.Superseded values are not recommended for survey control.
 ME0757
 ME0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0757.See file dsdata.pdf to determine how the superseded data were derived.
 ME0757
 ME0757_MARKER: DB = BENCH MARK DISK
 ME0757_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0757_SP_SET: BOX CULVERT WINGWALL
 ME0757_STAMPING: H 131 1946
 ME0757_MARK LOGO: CGS
 ME0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0757+STABILITY: SURFACE MOTION
 ME0757
 ME0757  HISTORY     - Date     Condition        Report By
 ME0757  HISTORY     - 1946     MONUMENTED       CGS
 ME0757
 ME0757                          STATION DESCRIPTION
 ME0757
 ME0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0757'4.2 MI NE FROM STAR CITY.
 ME0757'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 ME0757'AT STAR CITY, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD TO A
 ME0757'CROSS ROAD, THENCE 0.25 MILE NORTH ALONG A NORTH-SOUTH GRAVEL
 ME0757'ROAD TO A CROSS ROAD, THENCE EAST ABOUT 0.45 MILE, 0.35 MILE
 ME0757'WEST OF A NORTH-SOUTH PAVED ROAD INTERSECTION, 0.1 MILE EAST OF A
 ME0757'JUNCTION WITH A GRAVEL ROAD LEADING SOUTH, SET IN THE TOP OF THE
 ME0757'SOUTHWEST WING WALL OF A 12 FOOT CONCRETE BOX CULVERT, 11 FEET SOUTH
 ME0757'OF THE CENTER LINE OF THE ROAD, 1.2 FOOT SOUTHWEST OF THE WEST END
 ME0757'OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0667 ***********************************************************************
 ME0667  DESIGNATION -  H 132
 ME0667  PID         -  ME0667
 ME0667  STATE/COUNTY-  IN/STARKE
 ME0667  COUNTRY     -  US
 ME0667  USGS QUAD   -  DENHAM (2019)
 ME0667
 ME0667                         *CURRENT SURVEY CONTROL
 ME0667  ______________________________________________________________________
 ME0667* NAD 83(1986) POSITION- 41 12 02.     (N) 086 43 04.     (W)   SCALED
 ME0667* NAVD 88 ORTHO HEIGHT -   215.607 (meters)      707.37  (feet) ADJUSTED
 ME0667  ______________________________________________________________________
 ME0667  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME0667  DYNAMIC HEIGHT  -        215.516 (meters)      707.07  (feet) COMP
 ME0667  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 ME0667
 ME0667  VERT ORDER      -  SECOND    CLASS 0
 ME0667
 ME0667.The horizontal coordinates were scaled from a map and have
 ME0667.an estimated accuracy of +/- 6 seconds.
 ME0667
 ME0667.The orthometric height was determined by differential leveling and
 ME0667.adjusted by the NATIONAL GEODETIC SURVEY
 ME0667.in June 1991.
 ME0667
 ME0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0667.GEOID18 height accuracy estimate available here.
 ME0667
 ME0667.Click photographs - Photos may exist for this station.
 ME0667
 ME0667.The dynamic height is computed by dividing the NAVD 88
 ME0667.geopotential number by the normal gravity value computed on the
 ME0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0667.degrees latitude (g = 980.6199 gals.).
 ME0667
 ME0667.The modeled gravity was interpolated from observed gravity values.
 ME0667
 ME0667;                    North         East    Units  Estimated Accuracy
 ME0667;SPC IN W     -   660,900.      930,660.      MT  (+/- 180 meters Scaled)
 ME0667
 ME0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236610(NAD 83)
 ME0667
 ME0667                          SUPERSEDED SURVEY CONTROL
 ME0667
 ME0667  NGVD 29 (??/??/92)  215.710  (m)          707.71   (f) ADJ UNCH    2 0
 ME0667
 ME0667.Superseded values are not recommended for survey control.
 ME0667
 ME0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0667.See file dsdata.pdf to determine how the superseded data were derived.
 ME0667
 ME0667_MARKER: DB = BENCH MARK DISK
 ME0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0667_STAMPING: H 132 1946
 ME0667_MARK LOGO: CGS
 ME0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0667+STABILITY: SURFACE MOTION
 ME0667
 ME0667  HISTORY     - Date     Condition        Report By
 ME0667  HISTORY     - 1946     MONUMENTED       CGS
 ME0667  HISTORY     - 1969     GOOD             CGS
 ME0667  HISTORY     - 20111221 MARK NOT FOUND   INDOT
 ME0667
 ME0667                          STATION DESCRIPTION
 ME0667
 ME0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME0667'0.5 MI N FROM LENA PARK.
 ME0667'0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE CHESAPEAKE AND OHIO
 ME0667'RAILWAY CROSSING AT LENA PARK, ABOUT 0.5 MILE SOUTH OF THE
 ME0667'CROSSING OF THE ERIE RAILROAD, IN THE SOUTHWEST QUARTER OF A CROSS
 ME0667'ROAD, 55 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 ME0667'27 FEET WEST OF THE CENTER LINE OF A GATE, 22 FEET SOUTH OF THE
 ME0667'CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF A FENCE LINE,
 ME0667'ABOUT LEVEL WITH THE INTERSECTION, SET IN THE TOP OF A CONCRETE
 ME0667'POST PROJECTING ABOUT 4 INCHES.  NOTE-- THE MARK IS 79 FEET
 ME0667'NORTHEAST OF THE NORTH CORNER OF A HOUSE, 38 FEET EAST OF A
 ME0667'TELEPHONE POLE AND 6 INCHES UNDERGROUND.
 ME0667
 ME0667                          STATION RECOVERY (2011)
 ME0667
 ME0667'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0667'FOUND PIECES OF BROKEN UP CONCRETE AT BENCH LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0404 ***********************************************************************
 ME0404  DESIGNATION -  H 133
 ME0404  PID         -  ME0404
 ME0404  STATE/COUNTY-  IN/MARSHALL
 ME0404  COUNTRY     -  US
 ME0404  USGS QUAD   -  CULVER (2019)
 ME0404
 ME0404                         *CURRENT SURVEY CONTROL
 ME0404  ______________________________________________________________________
 ME0404* NAD 83(1986) POSITION- 41 13 14.     (N) 086 22 55.     (W)   SCALED
 ME0404* NAVD 88 ORTHO HEIGHT -   249.545 (meters)      818.72  (feet) ADJUSTED
 ME0404  ______________________________________________________________________
 ME0404  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME0404  DYNAMIC HEIGHT  -        249.440 (meters)      818.37  (feet) COMP
 ME0404  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 ME0404
 ME0404  VERT ORDER      -  SECOND    CLASS 0
 ME0404
 ME0404.The horizontal coordinates were scaled from a map and have
 ME0404.an estimated accuracy of +/- 6 seconds.
 ME0404
 ME0404.The orthometric height was determined by differential leveling and
 ME0404.adjusted by the NATIONAL GEODETIC SURVEY
 ME0404.in June 1991.
 ME0404
 ME0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0404.GEOID18 height accuracy estimate available here.
 ME0404
 ME0404.Click photographs - Photos may exist for this station.
 ME0404
 ME0404.The dynamic height is computed by dividing the NAVD 88
 ME0404.geopotential number by the normal gravity value computed on the
 ME0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0404.degrees latitude (g = 980.6199 gals.).
 ME0404
 ME0404.The modeled gravity was interpolated from observed gravity values.
 ME0404
 ME0404;                    North         East    Units  Estimated Accuracy
 ME0404;SPC IN E     -   663,300.       40,020.      MT  (+/- 180 meters Scaled)
 ME0404
 ME0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL518634(NAD 83)
 ME0404
 ME0404                          SUPERSEDED SURVEY CONTROL
 ME0404
 ME0404  NGVD 29 (??/??/92)  249.656  (m)          819.08   (f) ADJ UNCH    2 0
 ME0404
 ME0404.Superseded values are not recommended for survey control.
 ME0404
 ME0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0404.See file dsdata.pdf to determine how the superseded data were derived.
 ME0404
 ME0404_MARKER: DB = BENCH MARK DISK
 ME0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0404_STAMPING: H 133 1946
 ME0404_MARK LOGO: CGS
 ME0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0404+STABILITY: SURFACE MOTION
 ME0404
 ME0404  HISTORY     - Date     Condition        Report By
 ME0404  HISTORY     - 1946     MONUMENTED       CGS
 ME0404  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0404
 ME0404                          STATION DESCRIPTION
 ME0404
 ME0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0404'2.5 MI NE FROM CULVER.
 ME0404'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0404'RAILROAD STATION AT CULVER, THENCE 1.5 MILE EAST ALONG STATE
 ME0404'HIGHWAY 10, THENCE SOUTH ALONG A DIRT ROAD LEADING THROUGH THE
 ME0404'LANDING FIELD AT CULVER AIRPORT FOR ABOUT 0.4 MILE, AT THE
 ME0404'SOUTHEAST CORNER OF THE LANDING FIELD, 195 FEET SOUTHEAST OF THE
 ME0404'WINDSOCK, 38 FEET WEST OF THE CENTER LINE OF A GRAVEL COUNTY
 ME0404'ROAD PARALLELING THE EAST SIDE OF THE FIELD, 93 FEET NORTH OF
 ME0404'THE CENTER LINE OF A DIM ROAD AT A SOUTHEAST FIELD ENTRANCE, 1.5
 ME0404'FEET NORTHWEST OF THE NORTHWEST END OF A LANDING FIELD BOUNDRY
 ME0404'MARKER, ABOUT LEVEL WITH THE COUNTY ROAD AND SET IN THE TOP OF
 ME0404'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0404
 ME0404                          STATION RECOVERY (1984)
 ME0404
 ME0404'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0750 ***********************************************************************
 ME0750  DESIGNATION -  H 134
 ME0750  PID         -  ME0750
 ME0750  STATE/COUNTY-  IN/PULASKI
 ME0750  COUNTRY     -  US
 ME0750  USGS QUAD   -  WINAMAC (2019)
 ME0750
 ME0750                         *CURRENT SURVEY CONTROL
 ME0750  ______________________________________________________________________
 ME0750* NAD 83(1986) POSITION- 41 06 48.     (N) 086 31 32.     (W)   SCALED
 ME0750* NAVD 88 ORTHO HEIGHT -   219.209 (meters)      719.19  (feet) ADJUSTED
 ME0750  ______________________________________________________________________
 ME0750  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 ME0750  DYNAMIC HEIGHT  -        219.117 (meters)      718.89  (feet) COMP
 ME0750  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 ME0750
 ME0750  VERT ORDER      -  SECOND    CLASS 0
 ME0750
 ME0750.The horizontal coordinates were scaled from a map and have
 ME0750.an estimated accuracy of +/- 6 seconds.
 ME0750
 ME0750.The orthometric height was determined by differential leveling and
 ME0750.adjusted by the NATIONAL GEODETIC SURVEY
 ME0750.in June 1991.
 ME0750
 ME0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0750.GEOID18 height accuracy estimate available here.
 ME0750
 ME0750.Click photographs - Photos may exist for this station.
 ME0750
 ME0750.The dynamic height is computed by dividing the NAVD 88
 ME0750.geopotential number by the normal gravity value computed on the
 ME0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0750.degrees latitude (g = 980.6199 gals.).
 ME0750
 ME0750.The modeled gravity was interpolated from observed gravity values.
 ME0750
 ME0750;                    North         East    Units  Estimated Accuracy
 ME0750;SPC IN W     -   651,290.      946,850.      MT  (+/- 180 meters Scaled)
 ME0750
 ME0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398514(NAD 83)
 ME0750
 ME0750                          SUPERSEDED SURVEY CONTROL
 ME0750
 ME0750  NGVD 29 (??/??/92)  219.326  (m)          719.57   (f) ADJ UNCH    2 0
 ME0750
 ME0750.Superseded values are not recommended for survey control.
 ME0750
 ME0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0750.See file dsdata.pdf to determine how the superseded data were derived.
 ME0750
 ME0750_MARKER: DB = BENCH MARK DISK
 ME0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0750_STAMPING: H 134 1946
 ME0750_MARK LOGO: CGS
 ME0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0750+STABILITY: SURFACE MOTION
 ME0750
 ME0750  HISTORY     - Date     Condition        Report By
 ME0750  HISTORY     - 1946     MONUMENTED       CGS
 ME0750
 ME0750                          STATION DESCRIPTION
 ME0750
 ME0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0750'7.4 MI SW FROM DELONG.
 ME0750'ABOUT 1.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0750'STATION AT DELONG, THENCE 5.75 WEST ALONG A GRAVEL ROAD, AT THE
 ME0750'INTERSECTION OF A GRAVEL ROAD LEADING NORTH AND A PAVED ROAD
 ME0750'LEADING SOUTH, 127 FEET WEST OF THE CENTER LINE OF THE
 ME0750'NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE
 ME0750'EAST-WEST ROAD, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ME0750'HOUSE, 42 FEET SOUTHWEST OF A 30-INCH OAK TREE, 29 FEET SOUTHEAST
 ME0750'OF A POWER POLE, 4 FEET WEST OF A FENCE CORNER, ABOUT 1 FOOT
 ME0750'HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME0750'PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK IS ABOUT 3.3 MILES
 ME0750'SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 ME0750'STATION AT BEARDSTOWN, THENCE 1.25 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1109 ***********************************************************************
 MD1109  DESIGNATION -  H 135
 MD1109  PID         -  MD1109
 MD1109  STATE/COUNTY-  IN/KOSCIUSKO
 MD1109  COUNTRY     -  US
 MD1109  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1109
 MD1109                         *CURRENT SURVEY CONTROL
 MD1109  ______________________________________________________________________
 MD1109* NAD 83(1986) POSITION- 41 06 40.     (N) 085 44 38.     (W)   SCALED
 MD1109* NAVD 88 ORTHO HEIGHT -   278.447 (meters)      913.54  (feet) ADJUSTED
 MD1109  ______________________________________________________________________
 MD1109  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 MD1109  DYNAMIC HEIGHT  -        278.325 (meters)      913.14  (feet) COMP
 MD1109  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 MD1109
 MD1109  VERT ORDER      -  SECOND    CLASS 0
 MD1109
 MD1109.The horizontal coordinates were scaled from a map and have
 MD1109.an estimated accuracy of +/- 6 seconds.
 MD1109
 MD1109.The orthometric height was determined by differential leveling and
 MD1109.adjusted by the NATIONAL GEODETIC SURVEY
 MD1109.in June 1991.
 MD1109
 MD1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1109.GEOID18 height accuracy estimate available here.
 MD1109
 MD1109.Click photographs - Photos may exist for this station.
 MD1109
 MD1109.The dynamic height is computed by dividing the NAVD 88
 MD1109.geopotential number by the normal gravity value computed on the
 MD1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1109.degrees latitude (g = 980.6199 gals.).
 MD1109
 MD1109.The modeled gravity was interpolated from observed gravity values.
 MD1109
 MD1109;                    North         East    Units  Estimated Accuracy
 MD1109;SPC IN E     -   650,900.       93,510.      MT  (+/- 180 meters Scaled)
 MD1109
 MD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL054518(NAD 83)
 MD1109
 MD1109                          SUPERSEDED SURVEY CONTROL
 MD1109
 MD1109  NGVD 29 (??/??/92)  278.573  (m)          913.95   (f) ADJ UNCH    2 0
 MD1109
 MD1109.Superseded values are not recommended for survey control.
 MD1109
 MD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1109.See file dsdata.pdf to determine how the superseded data were derived.
 MD1109
 MD1109_MARKER: DB = BENCH MARK DISK
 MD1109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1109_SP_SET: CULVERT HEADWALL
 MD1109_STAMPING: H 135 1946
 MD1109_MARK LOGO: CGS
 MD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1109+STABILITY: SURFACE MOTION
 MD1109
 MD1109  HISTORY     - Date     Condition        Report By
 MD1109  HISTORY     - 1946     MONUMENTED       CGS
 MD1109  HISTORY     - 1947     MARK NOT FOUND   INHD
 MD1109  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1109
 MD1109                          STATION DESCRIPTION
 MD1109
 MD1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1109'0.6 MI N FROM SIDNEY.
 MD1109'0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1109'AT SIDNEY, ABOUT 0.1 MILE NORTH OF THE INTERSECTION WITH AN
 MD1109'EAST-WEST PAVED ROAD, SET IN THE TOP OF THE NORTH END OF THE
 MD1109'WEST CONCRETE HEADWALL OF A 12-INCH CORRUGATED STEEL PIPE CULVERT,
 MD1109'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH
 MD1109'OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE CENTER
 MD1109'OF THE HIGHWAY.
 MD1109
 MD1109                          STATION RECOVERY (1947)
 MD1109
 MD1109'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1947
 MD1109'MARK NOT FOUND.
 MD1109
 MD1109                          STATION RECOVERY (1990)
 MD1109
 MD1109'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1202 ***********************************************************************
 LB1202  DESIGNATION -  H 136
 LB1202  PID         -  LB1202
 LB1202  STATE/COUNTY-  IN/TIPPECANOE
 LB1202  COUNTRY     -  US
 LB1202  USGS QUAD   -  ROUND GROVE (2019)
 LB1202
 LB1202                         *CURRENT SURVEY CONTROL
 LB1202  ______________________________________________________________________
 LB1202* NAD 83(1986) POSITION- 40 31 20.     (N) 087 01 48.     (W)   SCALED
 LB1202* NAVD 88 ORTHO HEIGHT -   223.414 (meters)      732.98  (feet) ADJUSTED
 LB1202  ______________________________________________________________________
 LB1202  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 LB1202  DYNAMIC HEIGHT  -        223.305 (meters)      732.63  (feet) COMP
 LB1202  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 LB1202
 LB1202  VERT ORDER      -  SECOND    CLASS 0
 LB1202
 LB1202.The horizontal coordinates were scaled from a map and have
 LB1202.an estimated accuracy of +/- 6 seconds.
 LB1202
 LB1202.The orthometric height was determined by differential leveling and
 LB1202.adjusted by the NATIONAL GEODETIC SURVEY
 LB1202.in June 1991.
 LB1202
 LB1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1202.GEOID18 height accuracy estimate available here.
 LB1202
 LB1202.Click photographs - Photos may exist for this station.
 LB1202
 LB1202.The dynamic height is computed by dividing the NAVD 88
 LB1202.geopotential number by the normal gravity value computed on the
 LB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1202.degrees latitude (g = 980.6199 gals.).
 LB1202
 LB1202.The modeled gravity was interpolated from observed gravity values.
 LB1202
 LB1202;                    North         East    Units  Estimated Accuracy
 LB1202;SPC IN W     -   585,500.      904,520.      MT  (+/- 180 meters Scaled)
 LB1202
 LB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974857(NAD 83)
 LB1202
 LB1202                          SUPERSEDED SURVEY CONTROL
 LB1202
 LB1202  NGVD 29 (??/??/92)  223.492  (m)          733.24   (f) ADJ UNCH    2 0
 LB1202
 LB1202.Superseded values are not recommended for survey control.
 LB1202
 LB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1202.See file dsdata.pdf to determine how the superseded data were derived.
 LB1202
 LB1202_MARKER: DB = BENCH MARK DISK
 LB1202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1202_SP_SET: BOX CULVERT HEADWALL
 LB1202_STAMPING: H 136 1946
 LB1202_MARK LOGO: CGS
 LB1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1202+STABILITY: SURFACE MOTION
 LB1202
 LB1202  HISTORY     - Date     Condition        Report By
 LB1202  HISTORY     - 1946     MONUMENTED       CGS
 LB1202
 LB1202                          STATION DESCRIPTION
 LB1202
 LB1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1202'3.4 MI N FROM MONTMORENCI.
 LB1202'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1202'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, ABOUT 0.3
 LB1202'MILE SOUTH OF THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, ABOUT
 LB1202'0.15 MILE NORTH OF A TWO-STORY FARM HOUSE ON THE WEST SIDE OF THE
 LB1202'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 LB1202'HEADWALL OF A 3-FOOT BOX CULVERT, 19 FEET WEST OF THE CENTER LINE
 LB1202'OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE HEADWALL
 LB1202'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1202'H 136 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0940 ***********************************************************************
 ME0940  DESIGNATION -  H 138
 ME0940  PID         -  ME0940
 ME0940  STATE/COUNTY-  IN/LAKE
 ME0940  COUNTRY     -  US
 ME0940  USGS QUAD   -  GARY (2019)
 ME0940
 ME0940                         *CURRENT SURVEY CONTROL
 ME0940  ______________________________________________________________________
 ME0940* NAD 83(1986) POSITION- 41 30 26.     (N) 087 19 39.     (W)   SCALED
 ME0940* NAVD 88 ORTHO HEIGHT -   191.523 (meters)      628.36  (feet) ADJUSTED
 ME0940  ______________________________________________________________________
 ME0940  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 ME0940  DYNAMIC HEIGHT  -        191.449 (meters)      628.11  (feet) COMP
 ME0940  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 ME0940
 ME0940  VERT ORDER      -  SECOND    CLASS 0
 ME0940
 ME0940.The horizontal coordinates were scaled from a map and have
 ME0940.an estimated accuracy of +/- 6 seconds.
 ME0940
 ME0940.The orthometric height was determined by differential leveling and
 ME0940.adjusted by the NATIONAL GEODETIC SURVEY
 ME0940.in June 1991.
 ME0940
 ME0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0940.GEOID18 height accuracy estimate available here.
 ME0940
 ME0940.Click photographs - Photos may exist for this station.
 ME0940
 ME0940.The dynamic height is computed by dividing the NAVD 88
 ME0940.geopotential number by the normal gravity value computed on the
 ME0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0940.degrees latitude (g = 980.6199 gals.).
 ME0940
 ME0940.The modeled gravity was interpolated from observed gravity values.
 ME0940
 ME0940;                    North         East    Units  Estimated Accuracy
 ME0940;SPC IN W     -   694,920.      879,620.      MT  (+/- 180 meters Scaled)
 ME0940
 ME0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726951(NAD 83)
 ME0940
 ME0940                          SUPERSEDED SURVEY CONTROL
 ME0940
 ME0940  NGVD 29 (??/??/92)  191.620  (m)          628.67   (f) ADJ UNCH    2 0
 ME0940
 ME0940.Superseded values are not recommended for survey control.
 ME0940
 ME0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0940.See file dsdata.pdf to determine how the superseded data were derived.
 ME0940
 ME0940_MARKER: DB = BENCH MARK DISK
 ME0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0940_STAMPING: H 138 1946
 ME0940_MARK LOGO: CGS
 ME0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0940+STABILITY: SURFACE MOTION
 ME0940
 ME0940  HISTORY     - Date     Condition        Report By
 ME0940  HISTORY     - 1946     MONUMENTED       CGS
 ME0940  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0940
 ME0940                          STATION DESCRIPTION
 ME0940
 ME0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0940'1.9 MI NE FROM MERRILLVILLE.
 ME0940'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE CHESAPEAKE
 ME0940'AND OHIO RAILWAY STATION AT MERRILLVILLE, THENCE ABOUT 0.4 MILE
 ME0940'EAST ALONG A ROAD FOLLOWING THE SOUTH BOUNDARY OF THE GARY AIR
 ME0940'FIELD, AT THE SOUTHEAST CORNER OF THE FIELD, AND AT THE SOUTHWEST
 ME0940'CORNER OF AN APPLE ORCHARD, 213 FEET SOUTHWEST AND ACROSS THE
 ME0940'APPLE ORCHARD FROM THE SOUTHWEST CORNER OF A TWO STORY BRICK
 ME0940'HOUSE, 22 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD
 ME0940'RUNNING ALONG THE AIR FIELD, 1 FOOT NORTH OF THE FENCE POST
 ME0940'AROUND THE APPLE ORCHARD, 2 FEET SOUTH OF A WHITE WOODEN
 ME0940'WITNESS POST, 1 FOOT ABOVE THE ROAD LEVEL, AND SET IN THE
 ME0940'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0940
 ME0940                          STATION RECOVERY (1990)
 ME0940
 ME0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0940'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1283 ***********************************************************************
 ME1283  DESIGNATION -  H 139
 ME1283  PID         -  ME1283
 ME1283  STATE/COUNTY-  IN/PORTER
 ME1283  COUNTRY     -  US
 ME1283  USGS QUAD   -  HEBRON (2019)
 ME1283
 ME1283                         *CURRENT SURVEY CONTROL
 ME1283  ______________________________________________________________________
 ME1283* NAD 83(1986) POSITION- 41 17 21.51   (N) 087 12 33.68   (W)   HD_HELD1
 ME1283* NAVD 88 ORTHO HEIGHT -   204.248 (meters)      670.10  (feet) ADJUSTED
 ME1283  ______________________________________________________________________
 ME1283  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME1283  DYNAMIC HEIGHT  -        204.162 (meters)      669.82  (feet) COMP
 ME1283  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 ME1283
 ME1283  VERT ORDER      -  SECOND    CLASS 0
 ME1283
 ME1283.The horizontal coordinates were determined by differentially corrected
 ME1283.hand held GPS observations or other comparable positioning techniques
 ME1283.and have an estimated accuracy of +/- 3 meters.
 ME1283
 ME1283.The orthometric height was determined by differential leveling and
 ME1283.adjusted by the NATIONAL GEODETIC SURVEY
 ME1283.in June 1991.
 ME1283
 ME1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1283.GEOID18 height accuracy estimate available here.
 ME1283
 ME1283.Click photographs - Photos may exist for this station.
 ME1283
 ME1283.The dynamic height is computed by dividing the NAVD 88
 ME1283.geopotential number by the normal gravity value computed on the
 ME1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1283.degrees latitude (g = 980.6199 gals.).
 ME1283
 ME1283.The modeled gravity was interpolated from observed gravity values.
 ME1283
 ME1283;                    North         East    Units  Estimated Accuracy
 ME1283;SPC IN W     -   670,694.4     889,443.9     MT  (+/- 3 meters HH1 GPS) 
 ME1283
 ME1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8247070894(NAD 83)
 ME1283
 ME1283                          SUPERSEDED SURVEY CONTROL
 ME1283
 ME1283  NGVD 29 (??/??/92)  204.336  (m)          670.39   (f) ADJ UNCH    2 0
 ME1283
 ME1283.Superseded values are not recommended for survey control.
 ME1283
 ME1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1283.See file dsdata.pdf to determine how the superseded data were derived.
 ME1283
 ME1283_MARKER: DB = BENCH MARK DISK
 ME1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1283_STAMPING: H 139 1946
 ME1283_MARK LOGO: CGS
 ME1283_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1283+STABILITY: SURFACE MOTION
 ME1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1283+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2021
 ME1283
 ME1283  HISTORY     - Date     Condition        Report By
 ME1283  HISTORY     - 1946     MONUMENTED       CGS
 ME1283  HISTORY     - 1978     GOOD             LOCSUR
 ME1283  HISTORY     - 20120626 GOOD             GEOCAC
 ME1283  HISTORY     - 20210406 GOOD             IN-127
 ME1283
 ME1283                          STATION DESCRIPTION
 ME1283
 ME1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1283'2.8 MI SW FROM HEBRON.
 ME1283'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAYS 2 AND 53 FROM THE
 ME1283'PENNSYLVANIA RAILROAD STATION AT HEBRON, THENCE ABOUT 0.5 MILE
 ME1283'WEST ALONG STATE HIGHWAY 2, ABOUT 0.5 MILE EAST OF THE PORTER- LAKE
 ME1283'COUNTY LINE, SET AT THE NORTH END OF A ROW OF HEDGE TREES
 ME1283'BETWEEN TWO CULTIVATED FIELDS, 28 FEET SOUTH OF THE CENTER LINE
 ME1283'OF THE HIGHWAY, 10.5 FEET WEST OF A CORNER FENCE POST AT A T
 ME1283'FENCE LEADING SOUTH, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST
 ME1283'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 ME1283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1283
 ME1283                          STATION RECOVERY (1978)
 ME1283
 ME1283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1283'RECOVERED IN GOOD CONDITION.
 ME1283
 ME1283                          STATION RECOVERY (2012)
 ME1283
 ME1283'RECOVERY NOTE BY GEOCACHING 2012
 ME1283'RECOVERED IN GOOD CONDITION.
 ME1283
 ME1283                          STATION RECOVERY (2021)
 ME1283
 ME1283'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1283'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 8 IN HEBRON, GO
 ME1283'SOUTH ON STATE ROAD 2 AND US 231 FOR 2 MI (3.2 KM), THEN GO WEST ON US
 ME1283'231 FOR ABOUT 0.5 MI (0.8 KM) AND   THE STATION IS ON THE SOUTH, ALSO
 ME1283'STATION IS ABOUT 0.5 MI (0.8 KM) EAST OF THE INTERSECTION OF LAKE
 ME1283'PORTER COUNTY LINE AND US 231.  STATION IS 28 FT (8.5 M) SOUTH OF THE
 ME1283'CENTERLINE OF HIGHWAY, 12 FT (3.7 M) WEST OF A ROW OF HEDGE TREES,
 ME1283'11.3 FT (3.4 M) WEST OF UTILITY POLE.  STATION IS A BRONZE DISK AND
 ME1283'SET IN CONCRETE ABOUT 6 INCHES (15 CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1664 ***********************************************************************
 LA1664  DESIGNATION -  H 14
 LA1664  PID         -  LA1664
 LA1664  STATE/COUNTY-  IN/HUNTINGTON
 LA1664  COUNTRY     -  US
 LA1664  USGS QUAD   -  BIPPUS (2019)
 LA1664
 LA1664                         *CURRENT SURVEY CONTROL
 LA1664  ______________________________________________________________________
 LA1664* NAD 83(1986) POSITION- 40 52 52.     (N) 085 35 21.     (W)   SCALED
 LA1664* NAVD 88 ORTHO HEIGHT -   213.861 (meters)      701.64  (feet) ADJUSTED
 LA1664  ______________________________________________________________________
 LA1664  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 LA1664  DYNAMIC HEIGHT  -        213.759 (meters)      701.31  (feet) COMP
 LA1664  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 LA1664
 LA1664  VERT ORDER      -  FIRST     CLASS II
 LA1664
 LA1664.The horizontal coordinates were scaled from a map and have
 LA1664.an estimated accuracy of +/- 6 seconds.
 LA1664
 LA1664.The orthometric height was determined by differential leveling and
 LA1664.adjusted by the NATIONAL GEODETIC SURVEY
 LA1664.in June 1991.
 LA1664
 LA1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1664.GEOID18 height accuracy estimate available here.
 LA1664
 LA1664.Click photographs - Photos may exist for this station.
 LA1664
 LA1664.The dynamic height is computed by dividing the NAVD 88
 LA1664.geopotential number by the normal gravity value computed on the
 LA1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1664.degrees latitude (g = 980.6199 gals.).
 LA1664
 LA1664.The modeled gravity was interpolated from observed gravity values.
 LA1664
 LA1664;                    North         East    Units  Estimated Accuracy
 LA1664;SPC IN E     -   625,360.      106,530.      MT  (+/- 180 meters Scaled)
 LA1664
 LA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL188265(NAD 83)
 LA1664
 LA1664                          SUPERSEDED SURVEY CONTROL
 LA1664
 LA1664  NGVD 29 (??/??/92)  213.987  (m)          702.06   (f) ADJ UNCH    1 2
 LA1664
 LA1664.Superseded values are not recommended for survey control.
 LA1664
 LA1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1664.See file dsdata.pdf to determine how the superseded data were derived.
 LA1664
 LA1664_MARKER: DB = BENCH MARK DISK
 LA1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1664_STAMPING: H 14 1930
 LA1664_MARK LOGO: CGS
 LA1664_PROJECTION: PROJECTING 10 CENTIMETERS
 LA1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1664+STABILITY: SURFACE MOTION
 LA1664
 LA1664  HISTORY     - Date     Condition        Report By
 LA1664  HISTORY     - 1930     MONUMENTED       CGS
 LA1664  HISTORY     - 1946     GOOD             CGS
 LA1664
 LA1664                          STATION DESCRIPTION
 LA1664
 LA1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1664'2 MI NE FROM ANDREWS.
 LA1664'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1664'OFFICE AT ANDREWS, THENCE 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY
 LA1664'24, ABOUT 450 FEET EAST OF THE EAST END OF THE CONCRETE BRIDGE
 LA1664'OVER SILVER CREEK, ABOUT 220 FEET EAST OF THE CENTER LINE OF
 LA1664'A GRAVEL ROAD LEADING SOUTHWEST, 48.5 FEET SOUTH OF THE CENTER
 LA1664'LINE OF THE HIGHWAY, 13.5 FEET EAST OF POWER POLE L 909, 1 FOOT
 LA1664'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 LA1664'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS SURROUNDED BY THICK
 LA1664'BRUSH AND UNDERGROWTH DURING THE WARM SEASONS AND MAY BE
 LA1664'COVERED BY VINES SO THAT IT IS DIFFICULT TO LOCATE.
 LA1664'NOTE-- THIS MARK MAY BE REACHED FROM HUNTINGTON BY GOING WEST
 LA1664'ALONG U.S. HIGHWAY 24 FROM THE CENTRAL SCHOOL BUILDING FOR
 LA1664'ABOUT 5.45 MILES TO THE BRIDGE OVER SILVER CREEK AND THE VICINITY
 LA1664'OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1261 ***********************************************************************
 ME1261  DESIGNATION -  H 140
 ME1261  PID         -  ME1261
 ME1261  STATE/COUNTY-  IN/PORTER
 ME1261  COUNTRY     -  US
 ME1261  USGS QUAD   -  HEBRON (2019)
 ME1261
 ME1261                         *CURRENT SURVEY CONTROL
 ME1261  ______________________________________________________________________
 ME1261* NAD 83(1986) POSITION- 41 20 31.     (N) 087 12 01.     (W)   SCALED
 ME1261* NAVD 88 ORTHO HEIGHT -   219.098 (meters)      718.82  (feet) ADJUSTED
 ME1261  ______________________________________________________________________
 ME1261  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 ME1261  DYNAMIC HEIGHT  -        219.007 (meters)      718.53  (feet) COMP
 ME1261  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 ME1261
 ME1261  VERT ORDER      -  SECOND    CLASS 0
 ME1261
 ME1261.The horizontal coordinates were scaled from a map and have
 ME1261.an estimated accuracy of +/- 6 seconds.
 ME1261
 ME1261.The orthometric height was determined by differential leveling and
 ME1261.adjusted by the NATIONAL GEODETIC SURVEY
 ME1261.in June 1991.
 ME1261
 ME1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1261.GEOID18 height accuracy estimate available here.
 ME1261
 ME1261.Click photographs - Photos may exist for this station.
 ME1261
 ME1261.The dynamic height is computed by dividing the NAVD 88
 ME1261.geopotential number by the normal gravity value computed on the
 ME1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1261.degrees latitude (g = 980.6199 gals.).
 ME1261
 ME1261.The modeled gravity was interpolated from observed gravity values.
 ME1261
 ME1261;                    North         East    Units  Estimated Accuracy
 ME1261;SPC IN W     -   676,540.      890,210.      MT  (+/- 180 meters Scaled)
 ME1261
 ME1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832767(NAD 83)
 ME1261
 ME1261                          SUPERSEDED SURVEY CONTROL
 ME1261
 ME1261  NGVD 29 (??/??/92)  219.188  (m)          719.12   (f) ADJ UNCH    2 0
 ME1261
 ME1261.Superseded values are not recommended for survey control.
 ME1261
 ME1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1261.See file dsdata.pdf to determine how the superseded data were derived.
 ME1261
 ME1261_MARKER: DB = BENCH MARK DISK
 ME1261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1261_SP_SET: CULVERT HEADWALL
 ME1261_STAMPING: H 140 1946
 ME1261_MARK LOGO: CGS
 ME1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1261+STABILITY: SURFACE MOTION
 ME1261
 ME1261  HISTORY     - Date     Condition        Report By
 ME1261  HISTORY     - 1946     MONUMENTED       CGS
 ME1261  HISTORY     - 1968     GOOD             CGS
 ME1261  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1261
 ME1261                          STATION DESCRIPTION
 ME1261
 ME1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1261'1.4 MI N FROM HEBRON.
 ME1261'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 2 FROM THE
 ME1261'PENNSYLVANIA RAILROAD STATION AT HEBRON, ABOUT 0.1 MILE NORTH
 ME1261'OF THE JUNCTION OF A ROAD LEADING EAST, SET IN THE TOP OF THE
 ME1261'NORTH END OF THE EAST HEAD WALL OF AN 18 INCH CORRUGATED PIPE
 ME1261'CULVERT, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 ME1261'SOUTH OF THE NORTH END OF THE HEAD WALL, ABOUT 5 FEET LOWER THAN
 ME1261'THE HIGHWAY, AND SET IN A DRILL HOLE.
 ME1261
 ME1261                          STATION RECOVERY (1968)
 ME1261
 ME1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1261'RECOVERED IN GOOD CONDITION.
 ME1261
 ME1261                          STATION RECOVERY (1978)
 ME1261
 ME1261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1292 ***********************************************************************
 ME1292  DESIGNATION -  H 141 RESET
 ME1292  PID         -  ME1292
 ME1292  STATE/COUNTY-  IN/PORTER
 ME1292  COUNTRY     -  US
 ME1292  USGS QUAD   -  HEBRON (2019)
 ME1292
 ME1292                         *CURRENT SURVEY CONTROL
 ME1292  ______________________________________________________________________
 ME1292* NAD 83(1986) POSITION- 41 19 05.32   (N) 087 09 07.11   (W)   HD_HELD1
 ME1292* NAVD 88 ORTHO HEIGHT -   209.16  (meters)      686.2   (feet) RESET
 ME1292  ______________________________________________________________________
 ME1292  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 ME1292  VERT ORDER      -  THIRD
 ME1292
 ME1292.The horizontal coordinates were determined by differentially corrected
 ME1292.hand held GPS observations or other comparable positioning techniques
 ME1292.and have an estimated accuracy of +/- 3 meters.
 ME1292
 ME1292.The orthometric height was computed from unverified reset data.
 ME1292
 ME1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1292.GEOID18 height accuracy estimate available here.
 ME1292
 ME1292.Click photographs - Photos may exist for this station.
 ME1292
 ME1292;                    North         East    Units  Estimated Accuracy
 ME1292;SPC IN W     -   673,891.5     894,252.9     MT  (+/- 3 meters HH1 GPS) 
 ME1292
 ME1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8728074086(NAD 83)
 ME1292
 ME1292                          SUPERSEDED SURVEY CONTROL
 ME1292
 ME1292.No superseded survey control is available for this station.
 ME1292
 ME1292_MARKER: DB = BENCH MARK DISK
 ME1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1292_STAMPING: H 141 1946 RESET 1956
 ME1292_MARK LOGO: CGS
 ME1292_PROJECTION: PROJECTING 5 CENTIMETERS
 ME1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1292+STABILITY: SURFACE MOTION
 ME1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1292+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2023
 ME1292
 ME1292  HISTORY     - Date     Condition        Report By
 ME1292  HISTORY     - 1956     MONUMENTED       CGS
 ME1292  HISTORY     - 1972     GOOD             NGS
 ME1292  HISTORY     - 1978     GOOD             LOCSUR
 ME1292  HISTORY     - 20230224 GOOD             IN-127
 ME1292
 ME1292                          STATION DESCRIPTION
 ME1292
 ME1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ME1292'2.5 MI E FROM HEBRON.
 ME1292'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO DESCRIPTION
 ME1292'WAS AVAILABLE AND A COMPLETE NEW ONE FOLLOWS-- THE MARK IS 29
 ME1292'FEET NORTHWEST OF THE NORTH END OF A CONCRETE HEADWALL, 1 FOOT
 ME1292'EAST OF A METAL WITNESS POST, 6 FEET SOUTHEAST OF A FENCE CORNER,
 ME1292'48 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 8, 41 FEET
 ME1292'WEST OF THE CENTERLINE OF A DRIVEWAY, SET IN THE TOP OF A SQUARE
 ME1292'CONCRETE POST PROJECTING 2 INCHES.  2.5 MILES EAST ALONG STATE
 ME1292'HIGHWAY 8 FROM ITS JUNCTION WITH STATE HIGHWAY 2 AND U.S. HIGHWAY
 ME1292'231 AT HEBRON.
 ME1292
 ME1292                          STATION RECOVERY (1978)
 ME1292
 ME1292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1292'RECOVERED IN GOOD CONDITION.
 ME1292
 ME1292                          STATION RECOVERY (2023)
 ME1292
 ME1292'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1292'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND STATE HIGHWAY 2
 ME1292'(U.S. HIGHWAY 231) IN HEBRON, GO EAST ON STATE HIGHWAY 8 FOR 2.5 MI
 ME1292'(4.0 KM) AND STATION IS ON THE LEFT, 48 FT (14.6 M) NORTH OF THE
 ME1292'CENTERLINE OF HIGHWAY, 41 FT (12.5 M) WEST OF CENTER OF ASPHALT
 ME1292'DRIVEWAY TO RESIDENCE AT 451 W. SR 8, 5.2 FT (1.6 M) EAST OF TELEPHONE
 ME1292'POLE, 5 FT (1.5 M) EAST OF A METAL WITNESS POST, 5 FT (1.5 M)
 ME1292'SOUTHEAST OF A FENCE CORNER, 99.72 FT (30.4 M) FROM (ME1293) AYLES 2
 ME1292'AZIMUTH MARK STATION IS SET ON TOP OF SQUARE CONCRETE POST PROJECTING
 ME1292'2 INCHES (5 CM) FROM GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0380 ***********************************************************************
 ME0380  DESIGNATION -  H 144
 ME0380  PID         -  ME0380
 ME0380  STATE/COUNTY-  IN/FULTON
 ME0380  COUNTRY     -  US
 ME0380  USGS QUAD   -  ARGOS (2019)
 ME0380
 ME0380                         *CURRENT SURVEY CONTROL
 ME0380  ______________________________________________________________________
 ME0380* NAD 83(1986) POSITION- 41 09 40.     (N) 086 13 39.     (W)   SCALED
 ME0380* NAVD 88 ORTHO HEIGHT -   270.716 (meters)      888.17  (feet) ADJUSTED
 ME0380  ______________________________________________________________________
 ME0380  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 ME0380  DYNAMIC HEIGHT  -        270.600 (meters)      887.79  (feet) COMP
 ME0380  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 ME0380
 ME0380  VERT ORDER      -  SECOND    CLASS 0
 ME0380
 ME0380.The horizontal coordinates were scaled from a map and have
 ME0380.an estimated accuracy of +/- 6 seconds.
 ME0380
 ME0380.The orthometric height was determined by differential leveling and
 ME0380.adjusted by the NATIONAL GEODETIC SURVEY
 ME0380.in June 1991.
 ME0380
 ME0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0380.GEOID18 height accuracy estimate available here.
 ME0380
 ME0380.Click photographs - Photos may exist for this station.
 ME0380
 ME0380.The dynamic height is computed by dividing the NAVD 88
 ME0380.geopotential number by the normal gravity value computed on the
 ME0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0380.degrees latitude (g = 980.6199 gals.).
 ME0380
 ME0380.The modeled gravity was interpolated from observed gravity values.
 ME0380
 ME0380;                    North         East    Units  Estimated Accuracy
 ME0380;SPC IN E     -   656,600.       52,930.      MT  (+/- 180 meters Scaled)
 ME0380
 ME0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648569(NAD 83)
 ME0380
 ME0380                          SUPERSEDED SURVEY CONTROL
 ME0380
 ME0380  NGVD 29 (??/??/92)  270.832  (m)          888.55   (f) ADJ UNCH    2 0
 ME0380
 ME0380.Superseded values are not recommended for survey control.
 ME0380
 ME0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0380.See file dsdata.pdf to determine how the superseded data were derived.
 ME0380
 ME0380_MARKER: DB = BENCH MARK DISK
 ME0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0380_STAMPING: H 144 1946
 ME0380_MARK LOGO: CGS
 ME0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0380+STABILITY: SURFACE MOTION
 ME0380
 ME0380  HISTORY     - Date     Condition        Report By
 ME0380  HISTORY     - 1946     MONUMENTED       CGS
 ME0380  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0380  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0380  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0380
 ME0380                          STATION DESCRIPTION
 ME0380
 ME0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0380'5.2 MI S FROM ARGOS.
 ME0380'ABOUT 5.25 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0380'BUILDING AT ARGOS, ABOUT 0.7 MILE SOUTH OF THE FULTON-MARSHALL
 ME0380'COUNTY LINE, AT THE W. HORN AND M. FLENAR FARM, 58 FEET NORTHWEST
 ME0380'OF THE NORTHWEST CORNER OF THE HOUSE, 67 FEET SOUTHWEST OF THE
 ME0380'SOUTHWEST CORNER OF THE BARN, 49 FEET EAST OF THE CENTER LINE
 ME0380'OF THE HIGHWAY, 7.5 FEET NORTH OF POWER POLE NUMBER 4-311/269,
 ME0380'3 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET SOUTH
 ME0380'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY LEVEL
 ME0380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0380
 ME0380                          STATION RECOVERY (1988)
 ME0380
 ME0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0380'MARK NOT FOUND.
 ME0380
 ME0380                          STATION RECOVERY (1990)
 ME0380
 ME0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0380'MARK NOT FOUND.
 ME0380
 ME0380                          STATION RECOVERY (1992)
 ME0380
 ME0380'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1216 ***********************************************************************
 MD1216  DESIGNATION -  H 145
 MD1216  PID         -  MD1216
 MD1216  STATE/COUNTY-  IN/KOSCIUSKO
 MD1216  COUNTRY     -  US
 MD1216  USGS QUAD   -  BURKET (2019)
 MD1216
 MD1216                         *CURRENT SURVEY CONTROL
 MD1216  ______________________________________________________________________
 MD1216* NAD 83(1986) POSITION- 41 12 09.     (N) 085 58 40.     (W)   SCALED
 MD1216* NAVD 88 ORTHO HEIGHT -   245.377 (meters)      805.04  (feet) ADJUSTED
 MD1216  ______________________________________________________________________
 MD1216  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 MD1216  DYNAMIC HEIGHT  -        245.273 (meters)      804.70  (feet) COMP
 MD1216  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 MD1216
 MD1216  VERT ORDER      -  SECOND    CLASS 0
 MD1216
 MD1216.The horizontal coordinates were scaled from a map and have
 MD1216.an estimated accuracy of +/- 6 seconds.
 MD1216
 MD1216.The orthometric height was determined by differential leveling and
 MD1216.adjusted by the NATIONAL GEODETIC SURVEY
 MD1216.in June 1991.
 MD1216
 MD1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1216.GEOID18 height accuracy estimate available here.
 MD1216
 MD1216.Click photographs - Photos may exist for this station.
 MD1216
 MD1216.The dynamic height is computed by dividing the NAVD 88
 MD1216.geopotential number by the normal gravity value computed on the
 MD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1216.degrees latitude (g = 980.6199 gals.).
 MD1216
 MD1216.The modeled gravity was interpolated from observed gravity values.
 MD1216
 MD1216;                    North         East    Units  Estimated Accuracy
 MD1216;SPC IN E     -   661,090.       73,910.      MT  (+/- 180 meters Scaled)
 MD1216
 MD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL857617(NAD 83)
 MD1216
 MD1216                          SUPERSEDED SURVEY CONTROL
 MD1216
 MD1216  NGVD 29 (??/??/92)  245.508  (m)          805.47   (f) ADJ UNCH    2 0
 MD1216
 MD1216.Superseded values are not recommended for survey control.
 MD1216
 MD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1216.See file dsdata.pdf to determine how the superseded data were derived.
 MD1216
 MD1216_MARKER: DB = BENCH MARK DISK
 MD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1216_STAMPING: H 145 1946
 MD1216_MARK LOGO: CGS
 MD1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1216+STABILITY: SURFACE MOTION
 MD1216
 MD1216  HISTORY     - Date     Condition        Report By
 MD1216  HISTORY     - 1946     MONUMENTED       CGS
 MD1216
 MD1216                          STATION DESCRIPTION
 MD1216
 MD1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1216'5.2 MI S FROM ATWOOD.
 MD1216'5.15 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 MD1216'ATWOOD, AT THE T JUNCTION OF AN EAST-WEST ROAD AND A ROAD LEADING
 MD1216'SOUTH, SET IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE
 MD1216'T ROAD JUNCTION AND THE WINONA RAILWAY, 157 FEET SOUTH AND
 MD1216'ACROSS THE EAST-WEST ROAD AND RAILWAY TRACK FROM THE SOUTHEAST
 MD1216'CORNER OF A WHITE FARM HOUSE, 109 FEET SOUTH OF THE CENTER LINE
 MD1216'OF THE EAST-WEST ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 MD1216'NORTH-SOUTH ROAD, 16 FEET NORTHWEST OF THE CENTER LINE OF A
 MD1216'CONNECTING GRAVEL ROAD PARALLELING THE TRACK ON THE SOUTHEAST,
 MD1216'5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILWAY TRACK, 4
 MD1216'FEET EAST OF POWER POLE 613/219, 2 FEET WEST OF A WHITE WOODEN
 MD1216'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 MD1216'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0954 ***********************************************************************
 LB0954  DESIGNATION -  H 146
 LB0954  PID         -  LB0954
 LB0954  STATE/COUNTY-  IN/CARROLL
 LB0954  COUNTRY     -  US
 LB0954  USGS QUAD   -  BURROWS (2019)
 LB0954
 LB0954                         *CURRENT SURVEY CONTROL
 LB0954  ______________________________________________________________________
 LB0954* NAD 83(1986) POSITION- 40 38 36.     (N) 086 34 36.     (W)   SCALED
 LB0954* NAVD 88 ORTHO HEIGHT -   213.928 (meters)      701.86  (feet) ADJUSTED
 LB0954  ______________________________________________________________________
 LB0954  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 LB0954  DYNAMIC HEIGHT  -        213.826 (meters)      701.53  (feet) COMP
 LB0954  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 LB0954
 LB0954  VERT ORDER      -  SECOND    CLASS 0
 LB0954
 LB0954.The horizontal coordinates were scaled from a map and have
 LB0954.an estimated accuracy of +/- 6 seconds.
 LB0954
 LB0954.The orthometric height was determined by differential leveling and
 LB0954.adjusted by the NATIONAL GEODETIC SURVEY
 LB0954.in June 1991.
 LB0954
 LB0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0954.GEOID18 height accuracy estimate available here.
 LB0954
 LB0954.Click photographs - Photos may exist for this station.
 LB0954
 LB0954.The dynamic height is computed by dividing the NAVD 88
 LB0954.geopotential number by the normal gravity value computed on the
 LB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0954.degrees latitude (g = 980.6199 gals.).
 LB0954
 LB0954.The modeled gravity was interpolated from observed gravity values.
 LB0954
 LB0954;                    North         East    Units  Estimated Accuracy
 LB0954;SPC IN W     -   599,080.      942,860.      MT  (+/- 180 meters Scaled)
 LB0954
 LB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK357992(NAD 83)
 LB0954
 LB0954                          SUPERSEDED SURVEY CONTROL
 LB0954
 LB0954  NGVD 29 (??/??/92)  214.039  (m)          702.23   (f) ADJ UNCH    2 0
 LB0954
 LB0954.Superseded values are not recommended for survey control.
 LB0954
 LB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0954.See file dsdata.pdf to determine how the superseded data were derived.
 LB0954
 LB0954_MARKER: DB = BENCH MARK DISK
 LB0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0954_SP_SET: BUILDING
 LB0954_STAMPING: H 146 1946
 LB0954_MARK LOGO: CGS
 LB0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0954
 LB0954  HISTORY     - Date     Condition        Report By
 LB0954  HISTORY     - 1946     MONUMENTED       CGS
 LB0954  HISTORY     - 20020617 MARK NOT FOUND   GRWENG
 LB0954
 LB0954                          STATION DESCRIPTION
 LB0954
 LB0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0954'AT ROCKFIELD.
 LB0954'AT ROCKFIELD, SET VERTICALLY ON THE NORTH SIDE OF THE MAIN
 LB0954'ENTRANCE TO THE HIGHSCHOOL BUILDING, BETWEEN THE THIRD AND
 LB0954'FOURTH COURSE OF MASONRY, 5.2 FEET NORTH OF THE CENTER OF THE
 LB0954'ENTRANCE AND 2.7 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 LB0954'STAMPED H 146 1946.
 LB0954
 LB0954                          STATION RECOVERY (2002)
 LB0954
 LB0954'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0954'HIGHSCHOOL BUILDING HAS BEEN REMOVED, NEW BUILDING CONSTRUCTED AT
 LB0954'LOCATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1031 ***********************************************************************
 LB1031  DESIGNATION -  H 147
 LB1031  PID         -  LB1031
 LB1031  STATE/COUNTY-  IN/CARROLL
 LB1031  COUNTRY     -  US
 LB1031  USGS QUAD   -  YEOMAN (2019)
 LB1031
 LB1031                         *CURRENT SURVEY CONTROL
 LB1031  ______________________________________________________________________
 LB1031* NAD 83(1986) POSITION- 40 43 06.     (N) 086 44 38.     (W)   SCALED
 LB1031* NAVD 88 ORTHO HEIGHT -   205.081 (meters)      672.84  (feet) ADJUSTED
 LB1031  ______________________________________________________________________
 LB1031  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LB1031  DYNAMIC HEIGHT  -        204.985 (meters)      672.52  (feet) COMP
 LB1031  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 LB1031
 LB1031  VERT ORDER      -  SECOND    CLASS 0
 LB1031
 LB1031.The horizontal coordinates were scaled from a map and have
 LB1031.an estimated accuracy of +/- 6 seconds.
 LB1031
 LB1031.The orthometric height was determined by differential leveling and
 LB1031.adjusted by the NATIONAL GEODETIC SURVEY
 LB1031.in June 1991.
 LB1031
 LB1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1031.GEOID18 height accuracy estimate available here.
 LB1031
 LB1031.Click photographs - Photos may exist for this station.
 LB1031
 LB1031.The dynamic height is computed by dividing the NAVD 88
 LB1031.geopotential number by the normal gravity value computed on the
 LB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1031.degrees latitude (g = 980.6199 gals.).
 LB1031
 LB1031.The modeled gravity was interpolated from observed gravity values.
 LB1031
 LB1031;                    North         East    Units  Estimated Accuracy
 LB1031;SPC IN W     -   607,340.      928,680.      MT  (+/- 180 meters Scaled)
 LB1031
 LB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL216075(NAD 83)
 LB1031
 LB1031                          SUPERSEDED SURVEY CONTROL
 LB1031
 LB1031  NGVD 29 (??/??/92)  205.189  (m)          673.19   (f) ADJ UNCH    2 0
 LB1031
 LB1031.Superseded values are not recommended for survey control.
 LB1031
 LB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1031.See file dsdata.pdf to determine how the superseded data were derived.
 LB1031
 LB1031_MARKER: DB = BENCH MARK DISK
 LB1031_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1031_SP_SET: BOX CULVERT HEADWALL
 LB1031_STAMPING: H 147 1946
 LB1031_MARK LOGO: CGS
 LB1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1031+STABILITY: SURFACE MOTION
 LB1031
 LB1031  HISTORY     - Date     Condition        Report By
 LB1031  HISTORY     - 1946     MONUMENTED       CGS
 LB1031
 LB1031                          STATION DESCRIPTION
 LB1031
 LB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1031'2.2 MI S FROM MONTICELLO.
 LB1031'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1031'COURT HOUSE AT MONTICELLO, ABOUT 1.0 MILE NORTH OF PATTON, 0.2
 LB1031'MILE NORTH OF CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 LB1031'MILEPOST B-101, SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 LB1031'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 28 FEET NORTHEAST
 LB1031'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET BELOW HIGHWAY
 LB1031'LEVEL.  A STANDARD DISK, STAMPED H 147 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1060 ***********************************************************************
 ME1060  DESIGNATION -  H 148
 ME1060  PID         -  ME1060
 ME1060  STATE/COUNTY-  IN/PORTER
 ME1060  COUNTRY     -  US
 ME1060  USGS QUAD   -  PORTAGE (2019)
 ME1060
 ME1060                         *CURRENT SURVEY CONTROL
 ME1060  ______________________________________________________________________
 ME1060* NAD 83(1986) POSITION- 41 31 14.90   (N) 087 10 20.42   (W)   HD_HELD1
 ME1060* NAVD 88 ORTHO HEIGHT -   205.750 (meters)      675.03  (feet) ADJUSTED
 ME1060  ______________________________________________________________________
 ME1060  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 ME1060  DYNAMIC HEIGHT  -        205.671 (meters)      674.77  (feet) COMP
 ME1060  MODELED GRAVITY -    980,233.4   (mgal)                       NAVD 88
 ME1060
 ME1060  VERT ORDER      -  FIRST     CLASS II
 ME1060
 ME1060.The horizontal coordinates were determined by differentially corrected
 ME1060.hand held GPS observations or other comparable positioning techniques
 ME1060.and have an estimated accuracy of +/- 3 meters.
 ME1060
 ME1060.The orthometric height was determined by differential leveling and
 ME1060.adjusted by the NATIONAL GEODETIC SURVEY
 ME1060.in April 1995.
 ME1060
 ME1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1060.GEOID18 height accuracy estimate available here.
 ME1060
 ME1060.Click photographs - Photos may exist for this station.
 ME1060
 ME1060.The dynamic height is computed by dividing the NAVD 88
 ME1060.geopotential number by the normal gravity value computed on the
 ME1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1060.degrees latitude (g = 980.6199 gals.).
 ME1060
 ME1060.The modeled gravity was interpolated from observed gravity values.
 ME1060
 ME1060;                    North         East    Units  Estimated Accuracy
 ME1060;SPC IN W     -   696,400.2     892,571.0     MT  (+/- 3 meters HH1 GPS) 
 ME1060
 ME1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8562096588(NAD 83)
 ME1060
 ME1060                          SUPERSEDED SURVEY CONTROL
 ME1060
 ME1060  NAVD 88 (06/15/91)  205.743  (m)          675.01   (f) SUPERSEDED  1 2
 ME1060  NGVD 29 (01/19/93)  205.849  (m)          675.36   (f) ADJUSTED    1 2
 ME1060  NGVD 29 (??/??/92)  205.832  (m)          675.30   (f) SUPERSEDED  1 2
 ME1060
 ME1060.Superseded values are not recommended for survey control.
 ME1060
 ME1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1060.See file dsdata.pdf to determine how the superseded data were derived.
 ME1060
 ME1060_MARKER: DB = BENCH MARK DISK
 ME1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1060_STAMPING: H 148 1946
 ME1060_MARK LOGO: CGS
 ME1060_PROJECTION: FLUSH
 ME1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1060+STABILITY: SURFACE MOTION
 ME1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1060+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2025
 ME1060
 ME1060  HISTORY     - Date     Condition        Report By
 ME1060  HISTORY     - 1946     MONUMENTED       CGS
 ME1060  HISTORY     - 19920906 GOOD             NGS
 ME1060  HISTORY     - 20240811 GOOD             USPSQD
 ME1060  HISTORY     - 20250404 GOOD             FARNGP
 ME1060
 ME1060                          STATION DESCRIPTION
 ME1060
 ME1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1060'1.1 MI E FROM WHEELER.
 ME1060'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE
 ME1060'POST OFFICE AT WHEELER, PORTER COUNTY, THENCE ABOUT 0.8 MILE
 ME1060'NORTHEAST ALONG A COUNTY ROAD, ABOUT 68 YARDS SOUTHWEST OF THE
 ME1060'SOUTHWEST CORNER OF THE BRICK OFFICE BUILDING AT A SINCLAIR
 ME1060'OIL CO. PUMPING STATION, 128 FEET SOUTH OF THE CENTER LINE OF
 ME1060'THE DRIVEWAY, 16 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD,
 ME1060'6.0 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE,
 ME1060'AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A BRONZE DISK, STAMPED
 ME1060'H 148 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME1060'5 INCHES ABOVE GROUND.
 ME1060
 ME1060                          STATION RECOVERY (1992)
 ME1060
 ME1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1060'0.2 KM (0.10 MI)  NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME1060'HOBART, THENCE 0.4 KM (0.25 MI)  NORTHEASTERLY ALONG FRONT STREET,
 ME1060'THENCE 7.0 KM (4.35 MI)  SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME1060'THENCE 0.7 KM (0.45 MI)  NORTH AND EAST ALONG 1ST STREET, THENCE 0.7
 ME1060'KM (0.45 MI)  NORTHERLY ALONG COUNTY ROAD 550 WEST, 76.1 M
 ME1060'(249.7 FT) SOUTH OF THE CENTER OF COUNTY ROAD 600 NORTH, 8.5 M
 ME1060'(27.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A STORM DRAIN,
 ME1060'5.1 M (16.7 FT)  EAST OF THE ROAD CENTER, 2.0 M (6.6 FT)  SOUTH OF A
 ME1060'FENCE CORNER, 0.2 M (0.7 FT)  BELOW THE LEVEL OF THE ROAD, 0.2 M
 ME1060'(0.7 FT)  WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 ME1060'WITH THE GROUND SURFACE.
 ME1060
 ME1060                          STATION RECOVERY (2024)
 ME1060
 ME1060'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1060'RECOVERED IN GOOD CONDITION.
 ME1060
 ME1060                          STATION RECOVERY (2025)
 ME1060
 ME1060'RECOVERY NOTE BY FARNSWORTH GROUP 2025 (RR)
 ME1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0479 ***********************************************************************
 ME0479  DESIGNATION -  H 149
 ME0479  PID         -  ME0479
 ME0479  STATE/COUNTY-  IN/LA PORTE
 ME0479  COUNTRY     -  US
 ME0479  USGS QUAD   -  WANATAH (2019)
 ME0479
 ME0479                         *CURRENT SURVEY CONTROL
 ME0479  ______________________________________________________________________
 ME0479* NAD 83(1986) POSITION- 41 29 30.     (N) 086 53 34.     (W)   SCALED
 ME0479* NAVD 88 ORTHO HEIGHT -   235.462 (meters)      772.51  (feet) ADJUSTED
 ME0479  ______________________________________________________________________
 ME0479  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 ME0479  DYNAMIC HEIGHT  -        235.368 (meters)      772.20  (feet) COMP
 ME0479  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 ME0479
 ME0479  VERT ORDER      -  SECOND    CLASS 0
 ME0479
 ME0479.The horizontal coordinates were scaled from a map and have
 ME0479.an estimated accuracy of +/- 6 seconds.
 ME0479
 ME0479.The orthometric height was determined by differential leveling and
 ME0479.adjusted by the NATIONAL GEODETIC SURVEY
 ME0479.in June 1991.
 ME0479
 ME0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0479.GEOID18 height accuracy estimate available here.
 ME0479
 ME0479.Click photographs - Photos may exist for this station.
 ME0479
 ME0479.The dynamic height is computed by dividing the NAVD 88
 ME0479.geopotential number by the normal gravity value computed on the
 ME0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0479.degrees latitude (g = 980.6199 gals.).
 ME0479
 ME0479.The modeled gravity was interpolated from observed gravity values.
 ME0479
 ME0479;                    North         East    Units  Estimated Accuracy
 ME0479;SPC IN W     -   693,180.      915,910.      MT  (+/- 180 meters Scaled)
 ME0479
 ME0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL089933(NAD 83)
 ME0479
 ME0479                          SUPERSEDED SURVEY CONTROL
 ME0479
 ME0479  NGVD 29 (??/??/92)  235.550  (m)          772.80   (f) ADJ UNCH    2 0
 ME0479
 ME0479.Superseded values are not recommended for survey control.
 ME0479
 ME0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0479.See file dsdata.pdf to determine how the superseded data were derived.
 ME0479
 ME0479_MARKER: DB = BENCH MARK DISK
 ME0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0479_STAMPING: H 149 1946
 ME0479_MARK LOGO: CGS
 ME0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0479+STABILITY: SURFACE MOTION
 ME0479
 ME0479  HISTORY     - Date     Condition        Report By
 ME0479  HISTORY     - 1946     MONUMENTED       CGS
 ME0479  HISTORY     - 1988     GOOD             USPSQD
 ME0479
 ME0479                          STATION DESCRIPTION
 ME0479
 ME0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0479'3.1 MI S FROM WESTVILLE.
 ME0479'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0479'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 3.9 MILES
 ME0479'NORTH OF THE INTERSECTION OF U.S. HIGHWAY 30 AT WANATAH, ABOUT
 ME0479'0.5 MILE NORTH OF THE CROSSING OF THE GRAND TRUNK WESTERN RAILROAD,
 ME0479'IN THE NORTHEAST QUARTER OF A ROAD INTERSECTION, 31 FEET EAST OF
 ME0479'THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER
 ME0479'LINE OF THE ROAD, 3.5 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 ME0479'WEST OF THE FENCE, AND ABOUT LEVEL WITH THE ROAD.  A BRONZE
 ME0479'DISK, STAMPED H 149 1946 AND SET IN THE TOP OF A CONCRETE POST
 ME0479'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0479
 ME0479                          STATION RECOVERY (1988)
 ME0479
 ME0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0620 ***********************************************************************
 MD0620  DESIGNATION -  H 15
 MD0620  PID         -  MD0620
 MD0620  STATE/COUNTY-  IN/ALLEN
 MD0620  COUNTRY     -  US
 MD0620  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0620
 MD0620                         *CURRENT SURVEY CONTROL
 MD0620  ______________________________________________________________________
 MD0620* NAD 83(1986) POSITION- 41 04 17.     (N) 085 01 08.     (W)   SCALED
 MD0620* NAVD 88 ORTHO HEIGHT -   231.037 (meters)      757.99  (feet) ADJUSTED
 MD0620  ______________________________________________________________________
 MD0620  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 MD0620  DYNAMIC HEIGHT  -        230.943 (meters)      757.69  (feet) COMP
 MD0620  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 MD0620
 MD0620  VERT ORDER      -  FIRST     CLASS II
 MD0620
 MD0620.The horizontal coordinates were scaled from a map and have
 MD0620.an estimated accuracy of +/- 6 seconds.
 MD0620
 MD0620.The orthometric height was determined by differential leveling and
 MD0620.adjusted by the NATIONAL GEODETIC SURVEY
 MD0620.in June 1991.
 MD0620
 MD0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0620.GEOID18 height accuracy estimate available here.
 MD0620
 MD0620.Click photographs - Photos may exist for this station.
 MD0620
 MD0620.The dynamic height is computed by dividing the NAVD 88
 MD0620.geopotential number by the normal gravity value computed on the
 MD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0620.degrees latitude (g = 980.6199 gals.).
 MD0620
 MD0620.The modeled gravity was interpolated from observed gravity values.
 MD0620
 MD0620;                    North         East    Units  Estimated Accuracy
 MD0620;SPC IN E     -   646,690.      154,440.      MT  (+/- 180 meters Scaled)
 MD0620
 MD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL664485(NAD 83)
 MD0620
 MD0620                          SUPERSEDED SURVEY CONTROL
 MD0620
 MD0620  NGVD 29 (01/19/93)  231.196  (m)          758.52   (f) ADJUSTED    1 2
 MD0620  NGVD 29 (??/??/92)  231.196  (m)          758.52   (f) SUPERSEDED  1 2
 MD0620
 MD0620.Superseded values are not recommended for survey control.
 MD0620
 MD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0620.See file dsdata.pdf to determine how the superseded data were derived.
 MD0620
 MD0620_MARKER: DB = BENCH MARK DISK
 MD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0620_STAMPING: H 15 1930 758.516
 MD0620_MARK LOGO: CGS
 MD0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0620+STABILITY: SURFACE MOTION
 MD0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0620+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 MD0620
 MD0620  HISTORY     - Date     Condition        Report By
 MD0620  HISTORY     - 1930     MONUMENTED       CGS
 MD0620  HISTORY     - 1968     GOOD             CGS
 MD0620  HISTORY     - 1968     GOOD             CGS
 MD0620  HISTORY     - 19921015 GOOD             NGS
 MD0620  HISTORY     - 20030308 GOOD             GEOCAC
 MD0620  HISTORY     - 20030510 GOOD             GEOCAC
 MD0620
 MD0620                          STATION DESCRIPTION
 MD0620
 MD0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0620'AT NEW HAVEN.
 MD0620'AT NEW HAVEN, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 0.1
 MD0620'MILE WEST OF THE CROSSING OF U.S. HIGHWAY 24 LEADING NORTH, 230
 MD0620'FEET EAST OF AND ACROSS THE TRACK FROM MILEPOST CHI 158 - BUF 365,
 MD0620'139 FEET EAST OF THE CENTER LINE OF HIGH STREET, 9 FEET NORTH OF
 MD0620'THE CENTER LINE OF CENTER STREET, 10 FEET SOUTH OF THE SOUTH RAIL
 MD0620'OF THE MAIN TRACK, 14 FEET EAST OF A POWER LINE POLE, 1 FOOT
 MD0620'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0620'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 12,
 MD0620'T 30N, R 13E.
 MD0620
 MD0620                          STATION RECOVERY (1968)
 MD0620
 MD0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0620'RECOVERED IN GOOD CONDITION.
 MD0620
 MD0620                          STATION RECOVERY (1992)
 MD0620
 MD0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0620'IN NEW HAVEN, AT THE INTERSECTION OF THE NORFOLK SOUTHERN RAILROAD
 MD0620'AND HIGH STREET, 0.2 KM (0.10 MI) WEST OF THE INTERSECTION OF U.S.
 MD0620'HIGHWAY 24, 43.1 M (141.4 FT) EAST OF THE STREET CENTER, 4.0 M (13.1
 MD0620'FT) EAST OF A UTILITY POLE, 3.0 M (9.8 FT) SOUTH OF THE NEAR RAIL,
 MD0620'2.3 M (7.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT)
 MD0620'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT)
 MD0620'ABOVE THE GROUND SURFACE.
 MD0620
 MD0620                          STATION RECOVERY (2003)
 MD0620
 MD0620'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0620'RECOVERED IN GOOD CONDITION.
 MD0620
 MD0620                          STATION RECOVERY (2003)
 MD0620
 MD0620'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0557 ***********************************************************************
 ME0557  DESIGNATION -  H 150
 ME0557  PID         -  ME0557
 ME0557  STATE/COUNTY-  IN/LA PORTE
 ME0557  COUNTRY     -  US
 ME0557  USGS QUAD   -  HANNA (2019)
 ME0557
 ME0557                         *CURRENT SURVEY CONTROL
 ME0557  ______________________________________________________________________
 ME0557* NAD 83(1986) POSITION- 41 25 27.     (N) 086 51 48.     (W)   SCALED
 ME0557* NAVD 88 ORTHO HEIGHT -   222.730 (meters)      730.74  (feet) ADJUSTED
 ME0557  ______________________________________________________________________
 ME0557  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0557  DYNAMIC HEIGHT  -        222.639 (meters)      730.44  (feet) COMP
 ME0557  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 ME0557
 ME0557  VERT ORDER      -  FIRST     CLASS I
 ME0557
 ME0557.The horizontal coordinates were scaled from a map and have
 ME0557.an estimated accuracy of +/- 6 seconds.
 ME0557
 ME0557.The orthometric height was determined by differential leveling and
 ME0557.adjusted by the NATIONAL GEODETIC SURVEY
 ME0557.in June 1991.
 ME0557
 ME0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0557.GEOID18 height accuracy estimate available here.
 ME0557
 ME0557.Click photographs - Photos may exist for this station.
 ME0557
 ME0557.The dynamic height is computed by dividing the NAVD 88
 ME0557.geopotential number by the normal gravity value computed on the
 ME0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0557.degrees latitude (g = 980.6199 gals.).
 ME0557
 ME0557.The modeled gravity was interpolated from observed gravity values.
 ME0557
 ME0557;                    North         East    Units  Estimated Accuracy
 ME0557;SPC IN W     -   685,690.      918,390.      MT  (+/- 180 meters Scaled)
 ME0557
 ME0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL114858(NAD 83)
 ME0557
 ME0557                          SUPERSEDED SURVEY CONTROL
 ME0557
 ME0557  NGVD 29 (01/19/93)  222.827  (m)          731.06   (f) ADJUSTED    1 1
 ME0557  NGVD 29 (??/??/92)  222.827  (m)          731.06   (f) SUPERSEDED  1 1
 ME0557
 ME0557.Superseded values are not recommended for survey control.
 ME0557
 ME0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0557.See file dsdata.pdf to determine how the superseded data were derived.
 ME0557
 ME0557_MARKER: DB = BENCH MARK DISK
 ME0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0557_STAMPING: H 150 1946
 ME0557_MARK LOGO: CGS
 ME0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0557+STABILITY: SURFACE MOTION
 ME0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0557+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0557
 ME0557  HISTORY     - Date     Condition        Report By
 ME0557  HISTORY     - 1946     MONUMENTED       CGS
 ME0557  HISTORY     - 1968     GOOD             CGS
 ME0557  HISTORY     - 1988     GOOD             USPSQD
 ME0557  HISTORY     - 19920907 GOOD             NGS
 ME0557
 ME0557                          STATION DESCRIPTION
 ME0557
 ME0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0557'1.4 MI E FROM WANATAH.
 ME0557'ABOUT 1.45 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0557'U.S. HIGHWAY 421 OVERPASS AT WANATAH, ABOUT 0.45 MILE EAST OF THE
 ME0557'CROSSING OF COUNTY ROAD NO. 900 WEST, 42.8 FEET NORTH OF THE
 ME0557'NORTH RAIL OF THE WESTBOUND TRACK, 24.4 FEET NORTHEAST OF
 ME0557'MILEPOST 413, 5 FEET SOUTH OF A FENCE LINE, 1.1 FEET WEST OF A
 ME0557'METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, SET
 ME0557'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 ME0557'LEVEL OF THE GROUND.  SEC 3, T 34 N, R 4 W.
 ME0557
 ME0557                          STATION RECOVERY (1988)
 ME0557
 ME0557'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0557'RECOVERED IN GOOD CONDITION.
 ME0557
 ME0557                          STATION RECOVERY (1992)
 ME0557
 ME0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0557'2.4 KM (1.50 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0557'OF U.S. HIGHWAY 421 IN WANATAH, 17.2 M (56.4 FT) NORTH OF THE NEAR
 ME0557'RAIL, 7.5 M (24.6 FT) NORTHEAST OF MILEPOST 413, 1.7 M (5.6 FT) NORTH
 ME0557'OF A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 ME0557'(1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 ME0557'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0482 ***********************************************************************
 ME0482  DESIGNATION -  H 153
 ME0482  PID         -  ME0482
 ME0482  STATE/COUNTY-  IN/LA PORTE
 ME0482  COUNTRY     -  US
 ME0482  USGS QUAD   -  HANNA (2019)
 ME0482
 ME0482                         *CURRENT SURVEY CONTROL
 ME0482  ______________________________________________________________________
 ME0482* NAD 83(1986) POSITION- 41 29 30.     (N) 086 51 17.     (W)   SCALED
 ME0482* NAVD 88 ORTHO HEIGHT -   234.169 (meters)      768.27  (feet) ADJUSTED
 ME0482  ______________________________________________________________________
 ME0482  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME0482  DYNAMIC HEIGHT  -        234.075 (meters)      767.96  (feet) COMP
 ME0482  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 ME0482
 ME0482  VERT ORDER      -  SECOND    CLASS 0
 ME0482
 ME0482.The horizontal coordinates were scaled from a map and have
 ME0482.an estimated accuracy of +/- 6 seconds.
 ME0482
 ME0482.The orthometric height was determined by differential leveling and
 ME0482.adjusted by the NATIONAL GEODETIC SURVEY
 ME0482.in June 1991.
 ME0482
 ME0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0482.GEOID18 height accuracy estimate available here.
 ME0482
 ME0482.Click photographs - Photos may exist for this station.
 ME0482
 ME0482.The dynamic height is computed by dividing the NAVD 88
 ME0482.geopotential number by the normal gravity value computed on the
 ME0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0482.degrees latitude (g = 980.6199 gals.).
 ME0482
 ME0482.The modeled gravity was interpolated from observed gravity values.
 ME0482
 ME0482;                    North         East    Units  Estimated Accuracy
 ME0482;SPC IN W     -   693,190.      919,090.      MT  (+/- 180 meters Scaled)
 ME0482
 ME0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL121933(NAD 83)
 ME0482
 ME0482                          SUPERSEDED SURVEY CONTROL
 ME0482
 ME0482  NGVD 29 (??/??/92)  234.260  (m)          768.57   (f) ADJ UNCH    2 0
 ME0482
 ME0482.Superseded values are not recommended for survey control.
 ME0482
 ME0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0482.See file dsdata.pdf to determine how the superseded data were derived.
 ME0482
 ME0482_MARKER: DB = BENCH MARK DISK
 ME0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0482_STAMPING: H 153 1946
 ME0482_MARK LOGO: CGS
 ME0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0482+STABILITY: SURFACE MOTION
 ME0482
 ME0482  HISTORY     - Date     Condition        Report By
 ME0482  HISTORY     - 1946     MONUMENTED       CGS
 ME0482  HISTORY     - 1989     GOOD             USPSQD
 ME0482
 ME0482                          STATION DESCRIPTION
 ME0482
 ME0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0482'4 MI W FROM UNION MILLS.
 ME0482'ABOUT 4.0 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 ME0482'UNION MILLS, LA PORTE COUNTY, IN THE NORTHWEST QUARTER OF A
 ME0482'CROSSROADS, 129 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 ME0482'NORTHWEST CORNER OF THE G.L. MECKO FARMHOUSE, 30 FEET WEST OF THE
 ME0482'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 21 FEET NORTH OF THE
 ME0482'CENTER LINE OF THE EAST-AND-WEST ROAD, 1.5 FEET SOUTHEAST OF A
 ME0482'HEDGE ROW, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 ME0482'ABOUT LEVEL WITH THE CROSSROADS.  A BRONZE DISK, STAMPED H 153
 ME0482'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME0482'INCHES ABOVE GROUND.
 ME0482
 ME0482                          STATION RECOVERY (1989)
 ME0482
 ME0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0796 ***********************************************************************
 ME0796  DESIGNATION -  H 154
 ME0796  PID         -  ME0796
 ME0796  STATE/COUNTY-  IN/LA PORTE
 ME0796  COUNTRY     -  US
 ME0796  USGS QUAD   -  STILLWELL (2019)
 ME0796
 ME0796                         *CURRENT SURVEY CONTROL
 ME0796  ______________________________________________________________________
 ME0796* NAD 83(1986) POSITION- 41 31 37.     (N) 086 36 56.     (W)   SCALED
 ME0796* NAVD 88 ORTHO HEIGHT -   221.864 (meters)      727.90  (feet) ADJUSTED
 ME0796  ______________________________________________________________________
 ME0796  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0796  DYNAMIC HEIGHT  -        221.777 (meters)      727.61  (feet) COMP
 ME0796  MODELED GRAVITY -    980,223.7   (mgal)                       NAVD 88
 ME0796
 ME0796  VERT ORDER      -  SECOND    CLASS 0
 ME0796
 ME0796.The horizontal coordinates were scaled from a map and have
 ME0796.an estimated accuracy of +/- 6 seconds.
 ME0796
 ME0796.The orthometric height was determined by differential leveling and
 ME0796.adjusted by the NATIONAL GEODETIC SURVEY
 ME0796.in June 1991.
 ME0796
 ME0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0796.GEOID18 height accuracy estimate available here.
 ME0796
 ME0796.Click photographs - Photos may exist for this station.
 ME0796
 ME0796.The dynamic height is computed by dividing the NAVD 88
 ME0796.geopotential number by the normal gravity value computed on the
 ME0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0796.degrees latitude (g = 980.6199 gals.).
 ME0796
 ME0796.The modeled gravity was interpolated from observed gravity values.
 ME0796
 ME0796;                    North         East    Units  Estimated Accuracy
 ME0796;SPC IN W     -   697,180.      939,040.      MT  (+/- 180 meters Scaled)
 ME0796
 ME0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL320973(NAD 83)
 ME0796
 ME0796                          SUPERSEDED SURVEY CONTROL
 ME0796
 ME0796  NGVD 29 (??/??/92)  221.972  (m)          728.25   (f) ADJ UNCH    2 0
 ME0796
 ME0796.Superseded values are not recommended for survey control.
 ME0796
 ME0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0796.See file dsdata.pdf to determine how the superseded data were derived.
 ME0796
 ME0796_MARKER: DB = BENCH MARK DISK
 ME0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0796_STAMPING: H 154 1946
 ME0796_MARK LOGO: CGS
 ME0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0796+STABILITY: SURFACE MOTION
 ME0796
 ME0796  HISTORY     - Date     Condition        Report By
 ME0796  HISTORY     - 1946     MONUMENTED       CGS
 ME0796  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0796
 ME0796                          STATION DESCRIPTION
 ME0796
 ME0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0796'2 MI SW FROM STILLWELL.
 ME0796'ABOUT 2.05 MILES SOUTHWEST ALONG COUNTY ROADS FROM THE GRAND
 ME0796'TRUNK WESTERN RAILROAD STATION AT STILLWELL, IN THE KINGSBURY ORDNANCE
 ME0796'PLANT GROUNDS, ABOUT 0.45 MILE NORTH ALONG STILLWELL ROAD FROM
 ME0796'THE JUNCTION WITH HUPP ROAD, ABOUT 0.4 MILE SOUTH OF GATE 2A, 16
 ME0796'FEET WEST OF THE CENTER LINE OF STILLWELL ROAD, 26 FEET SOUTH OF
 ME0796'THE CENTER LINE OF A DRIVEWAY INTO A STORAGE AREA, 2 FEET NORTH
 ME0796'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A
 ME0796'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0796'5 INCHES.
 ME0796
 ME0796                          STATION RECOVERY (1958)
 ME0796
 ME0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0796'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0048 ***********************************************************************
 ME0048  DESIGNATION -  H 155
 ME0048  PID         -  ME0048
 ME0048  STATE/COUNTY-  IN/ST JOSEPH
 ME0048  COUNTRY     -  US
 ME0048  USGS QUAD   -  LYDICK (2019)
 ME0048
 ME0048                         *CURRENT SURVEY CONTROL
 ME0048  ______________________________________________________________________
 ME0048* NAD 83(1986) POSITION- 41 40 17.     (N) 086 28 54.     (W)   SCALED
 ME0048* NAVD 88 ORTHO HEIGHT -   223.493 (meters)      733.24  (feet) ADJUSTED
 ME0048  ______________________________________________________________________
 ME0048  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME0048  DYNAMIC HEIGHT  -        223.407 (meters)      732.96  (feet) COMP
 ME0048  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 ME0048
 ME0048  VERT ORDER      -  SECOND    CLASS 0
 ME0048
 ME0048.The horizontal coordinates were scaled from a map and have
 ME0048.an estimated accuracy of +/- 6 seconds.
 ME0048
 ME0048.The orthometric height was determined by differential leveling and
 ME0048.adjusted by the NATIONAL GEODETIC SURVEY
 ME0048.in June 1991.
 ME0048
 ME0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0048.GEOID18 height accuracy estimate available here.
 ME0048
 ME0048.Click photographs - Photos may exist for this station.
 ME0048
 ME0048.The dynamic height is computed by dividing the NAVD 88
 ME0048.geopotential number by the normal gravity value computed on the
 ME0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0048.degrees latitude (g = 980.6199 gals.).
 ME0048
 ME0048.The modeled gravity was interpolated from observed gravity values.
 ME0048
 ME0048;                    North         East    Units  Estimated Accuracy
 ME0048;SPC IN E     -   713,440.       32,130.      MT  (+/- 180 meters Scaled)
 ME0048
 ME0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM431134(NAD 83)
 ME0048
 ME0048                          SUPERSEDED SURVEY CONTROL
 ME0048
 ME0048  NGVD 29 (??/??/92)  223.597  (m)          733.58   (f) ADJ UNCH    2 0
 ME0048
 ME0048.Superseded values are not recommended for survey control.
 ME0048
 ME0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0048.See file dsdata.pdf to determine how the superseded data were derived.
 ME0048
 ME0048_MARKER: DB = BENCH MARK DISK
 ME0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0048_SP_SET: BOX CULVERT HEADWALL
 ME0048_STAMPING: H 155 1946
 ME0048_MARK LOGO: CGS
 ME0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0048+STABILITY: SURFACE MOTION
 ME0048
 ME0048  HISTORY     - Date     Condition        Report By
 ME0048  HISTORY     - 1946     MONUMENTED       CGS
 ME0048  HISTORY     - 1984     GOOD             USPSQD
 ME0048
 ME0048                          STATION DESCRIPTION
 ME0048
 ME0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0048'3.6 MI SE FROM NEW CARLISLE.
 ME0048'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH
 ME0048'U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 1.3 MILE EAST ALONG
 ME0048'STATE HIGHWAY 2, ABOUT 50 FEET NORTH OF THE NORTHEAST CORNER
 ME0048'POST OF THE FENCE AROUND THE STUDEBAKER PROVING GROUNDS, AT THE
 ME0048'JUNCTION WITH HUCKLEBERRY ROAD, SET IN THE CENTER OF THE TOP OF
 ME0048'THE SOUTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 29 FEET
 ME0048'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF HIGHWAY 2,
 ME0048'37 FEET WEST OF THE CENTER LINE OF HUCKLEBERRY ROAD AND ABOUT
 ME0048'LEVEL WITH THE HIGHWAY.
 ME0048
 ME0048                          STATION RECOVERY (1984)
 ME0048
 ME0048'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2088 ***********************************************************************
 ME2088  DESIGNATION -  H 155 RESET
 ME2088  PID         -  ME2088
 ME2088  STATE/COUNTY-  IN/ST JOSEPH
 ME2088  COUNTRY     -  US
 ME2088  USGS QUAD   -  LYDICK (2019)
 ME2088
 ME2088                         *CURRENT SURVEY CONTROL
 ME2088  ______________________________________________________________________
 ME2088* NAD 83(1986) POSITION- 41 40 17.36   (N) 086 28 54.96   (W)   HD_HELD1
 ME2088* NAVD 88 ORTHO HEIGHT -   223.29  (meters)      732.6   (feet) RESET
 ME2088  ______________________________________________________________________
 ME2088  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME2088  VERT ORDER      -  THIRD
 ME2088
 ME2088.The horizontal coordinates were determined by differentially corrected
 ME2088.hand held GPS observations or other comparable positioning techniques
 ME2088.and have an estimated accuracy of +/- 3 meters.
 ME2088
 ME2088.The orthometric height was computed from unverified reset data.
 ME2088
 ME2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2088.GEOID18 height accuracy estimate available here.
 ME2088
 ME2088.Click photographs - Photos may exist for this station.
 ME2088
 ME2088;                    North         East    Units  Estimated Accuracy
 ME2088;SPC IN E     -   713,452.7      32,110.2     MT  (+/- 3 meters HH1 GPS) 
 ME2088
 ME2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4312513432(NAD 83)
 ME2088
 ME2088                          SUPERSEDED SURVEY CONTROL
 ME2088
 ME2088  NGVD 29 (08/22/16)  223.39   (m)          732.9    (f) RESET       3  
 ME2088
 ME2088.Superseded values are not recommended for survey control.
 ME2088
 ME2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2088.See file dsdata.pdf to determine how the superseded data were derived.
 ME2088
 ME2088_MARKER: DV = VERTICAL CONTROL DISK
 ME2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2088_STAMPING: H 155 RESET 1980
 ME2088_MARK LOGO: NGS
 ME2088_PROJECTION: FLUSH
 ME2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2088+STABILITY: SURFACE MOTION
 ME2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2088+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME2088
 ME2088  HISTORY     - Date     Condition        Report By
 ME2088  HISTORY     - 1980     MONUMENTED       NGS
 ME2088  HISTORY     - 20171019 GOOD             LFA
 ME2088
 ME2088                          STATION DESCRIPTION
 ME2088
 ME2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ME2088'3.7 MI SE FROM NEW CARLISLE.
 ME2088'2.35 MILE SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH U.S. HIGHWAY
 ME2088'20 IN NEW CARLISLE, THENCE 1.3 MILES EAST ALONG STATE HIGHWAY 2 TO
 ME2088'THE INTERSECTION WITH HUCKLEBERRY ROAD AT THE NORTHEAST CORNER OF
 ME2088'BENDIX AUTOMOTIVE PROVING GROUNDS, 75 FEET SOUTH OF CENTERLINE OF
 ME2088'EASTBOUND TRAFFIC OF HIGHWAY 2, 46 FEET WEST OF CENTERLINE OF
 ME2088'HUCKLEBERRY ROAD, 1 FOOT WEST OF NORTHEAST BRICK CORNER FENCE POST,
 ME2088'0.5 FEET NORTH OF FENCELINE.
 ME2088'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 ME2088'THE MARK IS 3 FT BELOW HIGHWAY.
 ME2088
 ME2088                          STATION RECOVERY (2017)
 ME2088
 ME2088'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME2088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1391 ***********************************************************************
 ME1391  DESIGNATION -  H 156
 ME1391  PID         -  ME1391
 ME1391  STATE/COUNTY-  IN/JASPER
 ME1391  COUNTRY     -  US
 ME1391  USGS QUAD   -  WHEATFIELD (2019)
 ME1391
 ME1391                         *CURRENT SURVEY CONTROL
 ME1391  ______________________________________________________________________
 ME1391* NAD 83(1986) POSITION- 41 07 45.17   (N) 087 02 45.77   (W)   HD_HELD1
 ME1391* NAVD 88 ORTHO HEIGHT -   209.958 (meters)      688.84  (feet) ADJUSTED
 ME1391  ______________________________________________________________________
 ME1391  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME1391  DYNAMIC HEIGHT  -        209.868 (meters)      688.54  (feet) COMP
 ME1391  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 ME1391
 ME1391  VERT ORDER      -  SECOND    CLASS 0
 ME1391
 ME1391.The horizontal coordinates were determined by differentially corrected
 ME1391.hand held GPS observations or other comparable positioning techniques
 ME1391.and have an estimated accuracy of +/- 3 meters.
 ME1391
 ME1391.The orthometric height was determined by differential leveling and
 ME1391.adjusted by the NATIONAL GEODETIC SURVEY
 ME1391.in June 1991.
 ME1391
 ME1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1391.GEOID18 height accuracy estimate available here.
 ME1391
 ME1391.Click photographs - Photos may exist for this station.
 ME1391
 ME1391.The dynamic height is computed by dividing the NAVD 88
 ME1391.geopotential number by the normal gravity value computed on the
 ME1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1391.degrees latitude (g = 980.6199 gals.).
 ME1391
 ME1391.The modeled gravity was interpolated from observed gravity values.
 ME1391
 ME1391;                    North         East    Units  Estimated Accuracy
 ME1391;SPC IN W     -   652,908.3     903,130.8     MT  (+/- 3 meters HH1 GPS) 
 ME1391
 ME1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9613453102(NAD 83)
 ME1391
 ME1391                          SUPERSEDED SURVEY CONTROL
 ME1391
 ME1391  NGVD 29 (??/??/92)  210.051  (m)          689.14   (f) ADJ UNCH    2 0
 ME1391
 ME1391.Superseded values are not recommended for survey control.
 ME1391
 ME1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1391.See file dsdata.pdf to determine how the superseded data were derived.
 ME1391
 ME1391_MARKER: DB = BENCH MARK DISK
 ME1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1391_STAMPING: H 156 1946
 ME1391_MARK LOGO: CGS
 ME1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1391+STABILITY: SURFACE MOTION
 ME1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1391+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1391
 ME1391  HISTORY     - Date     Condition        Report By
 ME1391  HISTORY     - 1946     MONUMENTED       CGS
 ME1391  HISTORY     - 1968     GOOD             CGS
 ME1391  HISTORY     - 20120327 GOOD             IN-073
 ME1391
 ME1391                          STATION DESCRIPTION
 ME1391
 ME1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1391'5 MI S FROM WHEATFIELD.
 ME1391'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1391'CENTRAL RAILROAD STATION AT WHEATFIELD, 1.0 MILE SOUTH OF WALKER
 ME1391'CENTER SCHOOL, AT A CROSS ROAD, 20 FEET SOUTH OF THE CENTER LINE
 ME1391'OF THE ROAD LEADING WEST, (800 N), 66 FEET WEST OF THE CENTER
 ME1391'LINE OF THE HIGHWAY, 5.7 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 ME1391'MARKER, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 ME1391'CENTER OF THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 ME1391'PROJECTING 3 INCHES.  MARK IS 3 FEET W OF POWER GUY POLE, 1 FOOT
 ME1391'E OF METAL WITNESS POST.  NOTE-- SCHOOL HAS BEEN TORN DOWN.
 ME1391
 ME1391                          STATION RECOVERY (1968)
 ME1391
 ME1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1391'RECOVERED IN GOOD CONDITION.
 ME1391
 ME1391                          STATION RECOVERY (2012)
 ME1391
 ME1391'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1414 ***********************************************************************
 ME1414  DESIGNATION -  H 157
 ME1414  PID         -  ME1414
 ME1414  STATE/COUNTY-  IN/JASPER
 ME1414  COUNTRY     -  US
 ME1414  USGS QUAD   -  FAIR OAKS (2019)
 ME1414
 ME1414                         *CURRENT SURVEY CONTROL
 ME1414  ______________________________________________________________________
 ME1414* NAD 83(1986) POSITION- 41 00 46.     (N) 087 15 25.     (W)   SCALED
 ME1414* NAVD 88 ORTHO HEIGHT -   211.947 (meters)      695.36  (feet) ADJUSTED
 ME1414  ______________________________________________________________________
 ME1414  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 ME1414  DYNAMIC HEIGHT  -        211.856 (meters)      695.06  (feet) COMP
 ME1414  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME1414
 ME1414  VERT ORDER      -  SECOND    CLASS 0
 ME1414
 ME1414.The horizontal coordinates were scaled from a map and have
 ME1414.an estimated accuracy of +/- 6 seconds.
 ME1414
 ME1414.The orthometric height was determined by differential leveling and
 ME1414.adjusted by the NATIONAL GEODETIC SURVEY
 ME1414.in June 1991.
 ME1414
 ME1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1414.GEOID18 height accuracy estimate available here.
 ME1414
 ME1414.Click photographs - Photos may exist for this station.
 ME1414
 ME1414.The dynamic height is computed by dividing the NAVD 88
 ME1414.geopotential number by the normal gravity value computed on the
 ME1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1414.degrees latitude (g = 980.6199 gals.).
 ME1414
 ME1414.The modeled gravity was interpolated from observed gravity values.
 ME1414
 ME1414;                    North         East    Units  Estimated Accuracy
 ME1414;SPC IN W     -   639,990.      885,400.      MT  (+/- 180 meters Scaled)
 ME1414
 ME1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL783402(NAD 83)
 ME1414
 ME1414                          SUPERSEDED SURVEY CONTROL
 ME1414
 ME1414  NGVD 29 (??/??/92)  212.030  (m)          695.64   (f) ADJ UNCH    2 0
 ME1414
 ME1414.Superseded values are not recommended for survey control.
 ME1414
 ME1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1414.See file dsdata.pdf to determine how the superseded data were derived.
 ME1414
 ME1414_MARKER: DB = BENCH MARK DISK
 ME1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1414_STAMPING: H 157 1946
 ME1414_MARK LOGO: CGS
 ME1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1414+STABILITY: SURFACE MOTION
 ME1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1414+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1414
 ME1414  HISTORY     - Date     Condition        Report By
 ME1414  HISTORY     - 1946     MONUMENTED       CGS
 ME1414  HISTORY     - 20061219 GOOD             BFSINC
 ME1414  HISTORY     - 20080921 GOOD             GEOCAC
 ME1414  HISTORY     - 20120327 GOOD             IN-073
 ME1414
 ME1414                          STATION DESCRIPTION
 ME1414
 ME1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1414'3 MI W FROM PARR.
 ME1414'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1414'AT PARR, 1.0 MILE EAST OF JASPER-NEWTON COUNTY LINE, IN THE
 ME1414'NORTHEAST QUARTER OF A CROSS ROAD, 29 FEET NORTH OF THE CENTER
 ME1414'LINE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF A DIM
 ME1414'ROAD LEADING NORTH FROM THE INTERSECTION, 26 FEET EAST OF A
 ME1414'FENCE CORNER, 3.5 FEET EAST OF A TELEPHONE POLE, ABOUT LEVEL
 ME1414'WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1414'5 INCHES.
 ME1414
 ME1414                          STATION RECOVERY (2006)
 ME1414
 ME1414'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 ME1414'RECOVERED IN GOOD CONDITION.
 ME1414
 ME1414                          STATION RECOVERY (2008)
 ME1414
 ME1414'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1414'RECOVERED IN GOOD CONDITION.
 ME1414
 ME1414                          STATION RECOVERY (2012)
 ME1414
 ME1414'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1221 ***********************************************************************
 MD1221  DESIGNATION -  H 158
 MD1221  PID         -  MD1221
 MD1221  STATE/COUNTY-  IN/KOSCIUSKO
 MD1221  COUNTRY     -  US
 MD1221  USGS QUAD   -  LEESBURG (2019)
 MD1221
 MD1221                         *CURRENT SURVEY CONTROL
 MD1221  ______________________________________________________________________
 MD1221* NAD 83(1986) POSITION- 41 19 14.     (N) 085 47 26.     (W)   SCALED
 MD1221* NAVD 88 ORTHO HEIGHT -   257.131 (meters)      843.60  (feet) ADJUSTED
 MD1221  ______________________________________________________________________
 MD1221  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 MD1221  DYNAMIC HEIGHT  -        257.024 (meters)      843.25  (feet) COMP
 MD1221  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 MD1221
 MD1221  VERT ORDER      -  SECOND    CLASS 0
 MD1221
 MD1221.The horizontal coordinates were scaled from a map and have
 MD1221.an estimated accuracy of +/- 6 seconds.
 MD1221
 MD1221.The orthometric height was determined by differential leveling and
 MD1221.adjusted by the NATIONAL GEODETIC SURVEY
 MD1221.in June 1991.
 MD1221
 MD1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1221.GEOID18 height accuracy estimate available here.
 MD1221
 MD1221.Click photographs - Photos may exist for this station.
 MD1221
 MD1221.The dynamic height is computed by dividing the NAVD 88
 MD1221.geopotential number by the normal gravity value computed on the
 MD1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1221.degrees latitude (g = 980.6199 gals.).
 MD1221
 MD1221.The modeled gravity was interpolated from observed gravity values.
 MD1221
 MD1221;                    North         East    Units  Estimated Accuracy
 MD1221;SPC IN E     -   674,160.       89,630.      MT  (+/- 180 meters Scaled)
 MD1221
 MD1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL012750(NAD 83)
 MD1221
 MD1221                          SUPERSEDED SURVEY CONTROL
 MD1221
 MD1221  NGVD 29 (??/??/92)  257.260  (m)          844.03   (f) ADJ UNCH    2 0
 MD1221
 MD1221.Superseded values are not recommended for survey control.
 MD1221
 MD1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1221.See file dsdata.pdf to determine how the superseded data were derived.
 MD1221
 MD1221_MARKER: DR = REFERENCE MARK DISK
 MD1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1221_SP_SET: ABUTMENT
 MD1221_STAMPING: H 158 1946
 MD1221_MARK LOGO: CGS
 MD1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1221
 MD1221  HISTORY     - Date     Condition        Report By
 MD1221  HISTORY     - 1946     MONUMENTED       CGS
 MD1221  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1221  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1221
 MD1221                          STATION DESCRIPTION
 MD1221
 MD1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1221'AT OSWEGO.
 MD1221'AT OSWEGO, AT THE BRIDGE OVER THE TIPPECANOE RIVER, SET IN THE
 MD1221'TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE, 12
 MD1221'FEET NORTH OF AND ABOUT 1.2 FOOT BELOW THE CENTER LINE OF THE
 MD1221'ROAD, AND SET IN A DRILL HOLE.
 MD1221
 MD1221                          STATION RECOVERY (1990)
 MD1221
 MD1221'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1221'MARK NOT FOUND.
 MD1221
 MD1221                          STATION RECOVERY (1997)
 MD1221
 MD1221'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1143 ***********************************************************************
 MD1143  DESIGNATION -  H 159
 MD1143  PID         -  MD1143
 MD1143  STATE/COUNTY-  IN/KOSCIUSKO
 MD1143  COUNTRY     -  US
 MD1143  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1143
 MD1143                         *CURRENT SURVEY CONTROL
 MD1143  ______________________________________________________________________
 MD1143* NAD 83(1986) POSITION- 41 25 13.     (N) 085 41 42.     (W)   SCALED
 MD1143* NAVD 88 ORTHO HEIGHT -   268.035 (meters)      879.38  (feet) ADJUSTED
 MD1143  ______________________________________________________________________
 MD1143  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 MD1143  DYNAMIC HEIGHT  -        267.924 (meters)      879.01  (feet) COMP
 MD1143  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 MD1143
 MD1143  VERT ORDER      -  SECOND    CLASS 0
 MD1143
 MD1143.The horizontal coordinates were scaled from a map and have
 MD1143.an estimated accuracy of +/- 6 seconds.
 MD1143
 MD1143.The orthometric height was determined by differential leveling and
 MD1143.adjusted by the NATIONAL GEODETIC SURVEY
 MD1143.in June 1991.
 MD1143
 MD1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1143.GEOID18 height accuracy estimate available here.
 MD1143
 MD1143.Click photographs - Photos may exist for this station.
 MD1143
 MD1143.The dynamic height is computed by dividing the NAVD 88
 MD1143.geopotential number by the normal gravity value computed on the
 MD1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1143.degrees latitude (g = 980.6199 gals.).
 MD1143
 MD1143.The modeled gravity was interpolated from observed gravity values.
 MD1143
 MD1143;                    North         East    Units  Estimated Accuracy
 MD1143;SPC IN E     -   685,230.       97,630.      MT  (+/- 180 meters Scaled)
 MD1143
 MD1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090862(NAD 83)
 MD1143
 MD1143                          SUPERSEDED SURVEY CONTROL
 MD1143
 MD1143  NGVD 29 (??/??/92)  268.160  (m)          879.79   (f) ADJ UNCH    2 0
 MD1143
 MD1143.Superseded values are not recommended for survey control.
 MD1143
 MD1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1143.See file dsdata.pdf to determine how the superseded data were derived.
 MD1143
 MD1143_MARKER: DB = BENCH MARK DISK
 MD1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1143_STAMPING: H 159 1946
 MD1143_MARK LOGO: CGS
 MD1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1143+STABILITY: SURFACE MOTION
 MD1143
 MD1143  HISTORY     - Date     Condition        Report By
 MD1143  HISTORY     - 1946     MONUMENTED       CGS
 MD1143
 MD1143                          STATION DESCRIPTION
 MD1143
 MD1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1143'0.8 MI NE FROM WAWASEE.
 MD1143'0.45 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD1143'STATION AT WAWASEE, THENCE ABOUT 0.3 MILE NORTH ALONG A PAVED
 MD1143'ROAD RUNNING ALONG THE WEST BORDER OF THE SPINK WAWASEE AIRPORT,
 MD1143'AT THE AIRPORT, 286 FEET SOUTH OF AN EAST-WEST ROAD RUNNING ALONG
 MD1143'THE NORTH BORDER OF THE FIELD, 78 FEET SOUTHWEST OF A GASOLINE
 MD1143'PUMP, 74 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HANGAR, 35
 MD1143'FEET EAST OF THE NORTH-SOUTH ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 MD1143'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1143'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1237 ***********************************************************************
 LB1237  DESIGNATION -  H 16 RESET
 LB1237  PID         -  LB1237
 LB1237  STATE/COUNTY-  IN/BENTON
 LB1237  COUNTRY     -  US
 LB1237  USGS QUAD   -  BOSWELL (2019)
 LB1237
 LB1237                         *CURRENT SURVEY CONTROL
 LB1237  ______________________________________________________________________
 LB1237* NAD 83(1986) POSITION- 40 37 16.     (N) 087 27 25.     (W)   SCALED
 LB1237* NAVD 88 ORTHO HEIGHT -   224.458 (meters)      736.41  (feet) ADJUSTED
 LB1237  ______________________________________________________________________
 LB1237  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 LB1237  DYNAMIC HEIGHT  -        224.351 (meters)      736.06  (feet) COMP
 LB1237  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 LB1237
 LB1237  VERT ORDER      -  SECOND    CLASS 0
 LB1237
 LB1237.The horizontal coordinates were scaled from a map and have
 LB1237.an estimated accuracy of +/- 6 seconds.
 LB1237
 LB1237.The orthometric height was determined by differential leveling and
 LB1237.adjusted by the NATIONAL GEODETIC SURVEY
 LB1237.in June 1991.
 LB1237
 LB1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1237.GEOID18 height accuracy estimate available here.
 LB1237
 LB1237.Click photographs - Photos may exist for this station.
 LB1237
 LB1237.The dynamic height is computed by dividing the NAVD 88
 LB1237.geopotential number by the normal gravity value computed on the
 LB1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1237.degrees latitude (g = 980.6199 gals.).
 LB1237
 LB1237.The modeled gravity was interpolated from observed gravity values.
 LB1237
 LB1237;                    North         East    Units  Estimated Accuracy
 LB1237;SPC IN W     -   596,550.      868,390.      MT  (+/- 180 meters Scaled)
 LB1237
 LB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK613967(NAD 83)
 LB1237
 LB1237                          SUPERSEDED SURVEY CONTROL
 LB1237
 LB1237  NGVD 29 (??/??/??)  224.51   (m)          736.6    (f) RESET       3  
 LB1237
 LB1237.Superseded values are not recommended for survey control.
 LB1237
 LB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1237.See file dsdata.pdf to determine how the superseded data were derived.
 LB1237
 LB1237_MARKER: DB = BENCH MARK DISK
 LB1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1237_STAMPING: H 16 RESET 1939
 LB1237_MARK LOGO: CGS
 LB1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1237+STABILITY: SURFACE MOTION
 LB1237
 LB1237  HISTORY     - Date     Condition        Report By
 LB1237  HISTORY     - 1939     MONUMENTED       INHD
 LB1237  HISTORY     - 1946     GOOD             CGS
 LB1237
 LB1237                          STATION DESCRIPTION
 LB1237
 LB1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1237'AT FREE.
 LB1237'AT FREE, BENTON COUNTY, 33 FEET NORTH OF A POINT 45 FEET WEST
 LB1237'OF THE NORTHWEST CORNER OF THE NEW YORK CENTRAL RAILROAD STATION,
 LB1237'AT THE CROSSING OF STATE HIGHWAY 18, 86.5 FEET WEST OF THE WEST
 LB1237'RAIL OF THE MAIN TRACK, 42.5 FEET SOUTH OF THE CENTERLINE OF
 LB1237'THE HIGHWAY, 3 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND
 LB1237'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LB1237'STAMPED H 16 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1169 ***********************************************************************
 MD1169  DESIGNATION -  H 161
 MD1169  PID         -  MD1169
 MD1169  STATE/COUNTY-  IN/NOBLE
 MD1169  COUNTRY     -  US
 MD1169  USGS QUAD   -  LIGONIER (2019)
 MD1169
 MD1169                         *CURRENT SURVEY CONTROL
 MD1169  ______________________________________________________________________
 MD1169* NAD 83(1986) POSITION- 41 23 32.     (N) 085 32 53.     (W)   SCALED
 MD1169* NAVD 88 ORTHO HEIGHT -   278.544 (meters)      913.86  (feet) ADJUSTED
 MD1169  ______________________________________________________________________
 MD1169  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 MD1169  DYNAMIC HEIGHT  -        278.427 (meters)      913.47  (feet) COMP
 MD1169  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MD1169
 MD1169  VERT ORDER      -  SECOND    CLASS 0
 MD1169
 MD1169.The horizontal coordinates were scaled from a map and have
 MD1169.an estimated accuracy of +/- 6 seconds.
 MD1169
 MD1169.The orthometric height was determined by differential leveling and
 MD1169.adjusted by the NATIONAL GEODETIC SURVEY
 MD1169.in June 1991.
 MD1169
 MD1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1169.GEOID18 height accuracy estimate available here.
 MD1169
 MD1169.Click photographs - Photos may exist for this station.
 MD1169
 MD1169.The dynamic height is computed by dividing the NAVD 88
 MD1169.geopotential number by the normal gravity value computed on the
 MD1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1169.degrees latitude (g = 980.6199 gals.).
 MD1169
 MD1169.The modeled gravity was interpolated from observed gravity values.
 MD1169
 MD1169;                    North         East    Units  Estimated Accuracy
 MD1169;SPC IN E     -   682,120.      109,920.      MT  (+/- 180 meters Scaled)
 MD1169
 MD1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL213833(NAD 83)
 MD1169
 MD1169                          SUPERSEDED SURVEY CONTROL
 MD1169
 MD1169  NGVD 29 (??/??/92)  278.672  (m)          914.28   (f) ADJ UNCH    2 0
 MD1169
 MD1169.Superseded values are not recommended for survey control.
 MD1169
 MD1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1169.See file dsdata.pdf to determine how the superseded data were derived.
 MD1169
 MD1169_MARKER: DB = BENCH MARK DISK
 MD1169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1169_SP_SET: CULVERT HEADWALL
 MD1169_STAMPING: H 161 1946
 MD1169_MARK LOGO: CGS
 MD1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1169+STABILITY: SURFACE MOTION
 MD1169
 MD1169  HISTORY     - Date     Condition        Report By
 MD1169  HISTORY     - 1946     MONUMENTED       CGS
 MD1169  HISTORY     - 1961     GOOD             CGS
 MD1169
 MD1169                          STATION DESCRIPTION
 MD1169
 MD1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1169'IN KIMMELL.
 MD1169'ABOUT 0.4 MILE SE ALONG NO. 33 U.S. HIGHWAY FROM THE BRIDGE OVER
 MD1169'BALTIMORE AND OHIO RAILROAD ON W EDGE OF KIMMELL, 90 FEET W AND
 MD1169'ACROSS HWY. FROM NW CORNER OF CONCRETE BLOCK BUILDING IN ANGLE
 MD1169'BETWEEN HWY. AND THE MAIN STREET OF THE TOWN, ABOUT 30 YARDS SE
 MD1169'OF VIRTUAL NW END OF LONG HWY. CURVE, 15 FEET SW OF CENTER LINE
 MD1169'OF 24-FOOT ASPHALT HWY. PAVEMENT, 1.1 FEET LOWER THAN SAME, SET
 MD1169'IN DRILL HOLE 1.6 FEET NW OF SE END OF 8-FOOT CONCRETE HEADWALL OF
 MD1169'PIPE CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0924 ***********************************************************************
 MD0924  DESIGNATION -  H 162
 MD0924  PID         -  MD0924
 MD0924  STATE/COUNTY-  IN/NOBLE
 MD0924  COUNTRY     -  US
 MD0924  USGS QUAD   -  ALBION (2019)
 MD0924
 MD0924                         *CURRENT SURVEY CONTROL
 MD0924  ______________________________________________________________________
 MD0924* NAD 83(1986) POSITION- 41 23 45.     (N) 085 25 30.     (W)   SCALED
 MD0924* NAVD 88 ORTHO HEIGHT -   293.322 (meters)      962.34  (feet) ADJUSTED
 MD0924  ______________________________________________________________________
 MD0924  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 MD0924  DYNAMIC HEIGHT  -        293.202 (meters)      961.95  (feet) COMP
 MD0924  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 MD0924
 MD0924  VERT ORDER      -  SECOND    CLASS 0
 MD0924
 MD0924.The horizontal coordinates were scaled from a map and have
 MD0924.an estimated accuracy of +/- 6 seconds.
 MD0924
 MD0924.The orthometric height was determined by differential leveling and
 MD0924.adjusted by the NATIONAL GEODETIC SURVEY
 MD0924.in June 1991.
 MD0924
 MD0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0924.GEOID18 height accuracy estimate available here.
 MD0924
 MD0924.Click photographs - Photos may exist for this station.
 MD0924
 MD0924.The dynamic height is computed by dividing the NAVD 88
 MD0924.geopotential number by the normal gravity value computed on the
 MD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0924.degrees latitude (g = 980.6199 gals.).
 MD0924
 MD0924.The modeled gravity was interpolated from observed gravity values.
 MD0924
 MD0924;                    North         East    Units  Estimated Accuracy
 MD0924;SPC IN E     -   682,550.      120,210.      MT  (+/- 180 meters Scaled)
 MD0924
 MD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL316838(NAD 83)
 MD0924
 MD0924                          SUPERSEDED SURVEY CONTROL
 MD0924
 MD0924  NGVD 29 (??/??/92)  293.461  (m)          962.80   (f) ADJ UNCH    2 0
 MD0924
 MD0924.Superseded values are not recommended for survey control.
 MD0924
 MD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0924.See file dsdata.pdf to determine how the superseded data were derived.
 MD0924
 MD0924_MARKER: DB = BENCH MARK DISK
 MD0924_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD0924_SP_SET: STEP
 MD0924_STAMPING: H 162 1946
 MD0924_MARK LOGO: CGS
 MD0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0924
 MD0924  HISTORY     - Date     Condition        Report By
 MD0924  HISTORY     - 1946     MONUMENTED       CGS
 MD0924  HISTORY     - 1962     GOOD             CGS
 MD0924  HISTORY     - 19910910 MARK NOT FOUND   LOCENG
 MD0924
 MD0924                          STATION DESCRIPTION
 MD0924
 MD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0924'NEAR ALBION.
 MD0924'IN ALBION, SET IN A DRILL HOLE IN TOP OF THE 5TH-FROM-BOTTOM
 MD0924'STONE STEP OF THE W ENTRANCE TO THE COUNTY COURTHOUSE, 7 FEET N
 MD0924'OF E-W CENTER LINE OF THE ENTRANCE, 2.9 FEET HIGHER THAN THE
 MD0924'SIDEWALK AT THE BOTTOM OF THE STEPS, AND ABOUT 0.5 FOOT SW OF
 MD0924'SW CORNER OF ENTRANCE-ARCH SUPPORTING STONE COLUMN.
 MD0924
 MD0924                          STATION RECOVERY (1991)
 MD0924
 MD0924'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MD0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0876 ***********************************************************************
 MD0876  DESIGNATION -  H 163
 MD0876  PID         -  MD0876
 MD0876  STATE/COUNTY-  IN/NOBLE
 MD0876  COUNTRY     -  US
 MD0876  USGS QUAD   -  EGE (2019)
 MD0876
 MD0876                         *CURRENT SURVEY CONTROL
 MD0876  ______________________________________________________________________
 MD0876* NAD 83(1997) POSITION- 41 21 47.36515(N) 085 16 10.86484(W)   ADJUSTED
 MD0876* NAVD 88 ORTHO HEIGHT -   311.469 (meters)     1021.88  (feet) ADJUSTED
 MD0876  ______________________________________________________________________
 MD0876  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 MD0876  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 MD0876  DYNAMIC HEIGHT  -        311.345 (meters)     1021.47  (feet) COMP
 MD0876  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 MD0876
 MD0876  HORZ ORDER      -  SECOND
 MD0876  VERT ORDER      -  SECOND    CLASS 0
 MD0876
 MD0876.The horizontal coordinates were established by classical geodetic methods
 MD0876.and adjusted by the National Geodetic Survey in May 1999.
 MD0876
 MD0876.The orthometric height was determined by differential leveling and
 MD0876.adjusted by the NATIONAL GEODETIC SURVEY
 MD0876.in June 1991.
 MD0876
 MD0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0876.GEOID18 height accuracy estimate available here.
 MD0876
 MD0876.Click photographs - Photos may exist for this station.
 MD0876
 MD0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0876
 MD0876.The dynamic height is computed by dividing the NAVD 88
 MD0876.geopotential number by the normal gravity value computed on the
 MD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0876.degrees latitude (g = 980.6199 gals.).
 MD0876
 MD0876.The modeled gravity was interpolated from observed gravity values.
 MD0876
 MD0876. The following values were computed from the NAD 83(1997) position.
 MD0876
 MD0876;                    North         East     Units Scale Factor Converg.
 MD0876;SPC IN E     -   678,964.170   133,215.083   MT  0.99998024   +0 15 44.4
 MD0876;SPC IN E     - 2,227,568.28    437,056.48   sFT  0.99998024   +0 15 44.4
 MD0876;UTM  16      - 4,580,516.553   644,723.335   MT  0.99985777   +1 08 37.1
 MD0876
 MD0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0876!SPC IN E     -   0.99995633  x   0.99998024  =   0.99993657
 MD0876!UTM  16      -   0.99995633  x   0.99985777  =   0.99981410
 MD0876
 MD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4472380516(NAD 83)
 MD0876
 MD0876                          SUPERSEDED SURVEY CONTROL
 MD0876
 MD0876  NAD 83(1995)-  41 21 47.36644(N)    085 16 10.87034(W) AD(       ) 2
 MD0876  NAD 83(1986)-  41 21 47.36587(N)    085 16 10.87700(W) AD(       ) 2
 MD0876  NAD 27      -  41 21 47.19080(N)    085 16 10.96840(W) AD(       ) 2
 MD0876  NGVD 29 (??/??/92)  311.611  (m)         1022.34   (f) ADJ UNCH    2 0
 MD0876  NGVD 29             311.61   (m)         1022.3    (f) LEVELING    3  
 MD0876
 MD0876.Superseded values are not recommended for survey control.
 MD0876
 MD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0876.See file dsdata.pdf to determine how the superseded data were derived.
 MD0876
 MD0876_MARKER: DB = BENCH MARK DISK
 MD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0876_STAMPING: H 163 1946
 MD0876_MARK LOGO: CGS
 MD0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0876+STABILITY: SURFACE MOTION
 MD0876
 MD0876  HISTORY     - Date     Condition        Report By
 MD0876  HISTORY     - 1946     MONUMENTED       CGS
 MD0876  HISTORY     - 1962     GOOD             CGS
 MD0876  HISTORY     - 1963     GOOD             CGS
 MD0876
 MD0876                          STATION DESCRIPTION
 MD0876
 MD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0876'THIS IS A TRAVERSE STATION.
 MD0876'
 MD0876'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST FROM AVILLA AND 5-1/2
 MD0876'MILES SOUTH FROM
 MD0876'KENDALLVILLE.  IT IS 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 MD0876'GRAVEL ROAD, 15 FEET NORTH OF A FENCE
 MD0876'CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  A TRAVERSE
 MD0876'CONNECTION WAS MADE TO TRIANGULATION STATION
 MD0876'BAKER AND THE DISTANCE WAS FOUND TO BE 22.891
 MD0876'METERS.  STATION BAKER IS AN UNDERGROUND MARK
 MD0876'NORTH-NORTHWEST OF THE STATION.  THE MARK
 MD0876'IS A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 12 INCHES AND THE
 MD0876'DISK IS A STANDARD USC AND GS BENCH MARK
 MD0876'STAMPED H-163 1946.
 MD0876'
 MD0876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 8 IN
 MD0876'AVILLA, GO WEST ON ROUGH PAVING
 MD0876'FOR 1.6 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILES
 MD0876'TO THE FIRST FARM ON THE RIGHT.  THE
 MD0876'STATION IS NEAR THE FENCE CORNER ON THE RIGHT AS DESCRIBED.
 MD0876
 MD0876                          STATION RECOVERY (1962)
 MD0876
 MD0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0876'1.9 MI SW FROM AVILLA.
 MD0876'ABOUT 1.7 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE CROSSROADS
 MD0876'JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN CORNER IN
 MD0876'AVILLA, THENCE 0.2 MILE S ALONG NO. 800 E GRAVELED COUNTY ROAD,
 MD0876'ON TOP OF HILL, 20 FEET W OF CENTER LINE OF ROAD, 0.8 FOOT
 MD0876'HIGHER THAN SAME, 20 FEET N OF CENTER LINE OF DRIVEWAY, 11 FEET
 MD0876'N OF FENCE CORNER, 1.6 FEET S OF STEEL WITNESS POST, AND
 MD0876'PROJECTING 0.4 FOOT ABOVE GROUND.
 MD0876
 MD0876                          STATION RECOVERY (1963)
 MD0876
 MD0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0876'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 MD0876'
 MD0876'ABOUT 1.7 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE JUNCTION OF
 MD0876'NOS. 3 AND 8 INDIANA HWYS. AT THE
 MD0876'MAIN CORNER IN AVILLA, THENCE 0.15 MILE S ALONG NO. 800 E COUNTY ROAD
 MD0876'TO TOP OF HILL AND STATION ON
 MD0876'RIGHT, 75.10 FEET OR 22.891 METERS SSE IN AZIMUTH 345 DEG. 43 MIN.
 MD0876'FROM TRIANGULATION STATION BAKER, 20 FEET N OF
 MD0876'CENTER LINE OF GRAVEL DRIVEWAY, 20 FEET W OF CENTER
 MD0876'LINE OF GRAVEL ROAD, 0.8 FOOT HIGHER THAN SAME, 11 FEET N OF
 MD0876'FENCE CORNER, ONE FOOT E OF FENCE,
 MD0876'1.6 FEET S OF STEEL WITNESS POST, A STANDARD BENCH MARK DISK STAMPED
 MD0876'H 163 1946 IS SET IN TOP OF A CONCRETE
 MD0876'POST THAT PROJECTS 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1229 ***********************************************************************
 MD1229  DESIGNATION -  H 164
 MD1229  PID         -  MD1229
 MD1229  STATE/COUNTY-  IN/NOBLE
 MD1229  COUNTRY     -  US
 MD1229  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1229
 MD1229                         *CURRENT SURVEY CONTROL
 MD1229  ______________________________________________________________________
 MD1229* NAD 83(1986) POSITION- 41 18 08.32   (N) 085 37 59.79   (W)   HD_HELD1
 MD1229* NAVD 88 ORTHO HEIGHT -   275.742 (meters)      904.66  (feet) ADJUSTED
 MD1229  ______________________________________________________________________
 MD1229  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 MD1229  DYNAMIC HEIGHT  -        275.627 (meters)      904.29  (feet) COMP
 MD1229  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 MD1229
 MD1229  VERT ORDER      -  SECOND    CLASS 0
 MD1229
 MD1229.The horizontal coordinates were determined by differentially corrected
 MD1229.hand held GPS observations or other comparable positioning techniques
 MD1229.and have an estimated accuracy of +/- 3 meters.
 MD1229
 MD1229.The orthometric height was determined by differential leveling and
 MD1229.adjusted by the NATIONAL GEODETIC SURVEY
 MD1229.in June 1991.
 MD1229
 MD1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1229.GEOID18 height accuracy estimate available here.
 MD1229
 MD1229.Click photographs - Photos may exist for this station.
 MD1229
 MD1229.The dynamic height is computed by dividing the NAVD 88
 MD1229.geopotential number by the normal gravity value computed on the
 MD1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1229.degrees latitude (g = 980.6199 gals.).
 MD1229
 MD1229.The modeled gravity was interpolated from observed gravity values.
 MD1229
 MD1229;                    North         East    Units  Estimated Accuracy
 MD1229;SPC IN E     -   672,131.3     102,796.4     MT  (+/- 3 meters HH1 GPS) 
 MD1229
 MD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1441873218(NAD 83)
 MD1229
 MD1229                          SUPERSEDED SURVEY CONTROL
 MD1229
 MD1229  NGVD 29 (??/??/92)  275.872  (m)          905.09   (f) ADJ UNCH    2 0
 MD1229
 MD1229.Superseded values are not recommended for survey control.
 MD1229
 MD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1229.See file dsdata.pdf to determine how the superseded data were derived.
 MD1229
 MD1229_MARKER: DB = BENCH MARK DISK
 MD1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1229_STAMPING: H 164 1946
 MD1229_MARK LOGO: CGS
 MD1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1229+STABILITY: SURFACE MOTION
 MD1229
 MD1229  HISTORY     - Date     Condition        Report By
 MD1229  HISTORY     - 1946     MONUMENTED       CGS
 MD1229  HISTORY     - 1961     GOOD             CGS
 MD1229
 MD1229                          STATION DESCRIPTION
 MD1229
 MD1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1229'1 MI SE FROM WILMOT.
 MD1229'ABOUT 0.3 MILE S ALONG NO. 5 INDIANA HIGHWAY FROM THE DAM
 MD1229'(HIGHWAY FILL) AT W END OF LAKE AND SW EDGE OF THE VILLAGE OF
 MD1229'WILMOT, THENCE 0.55 MILE E ON GRAVEL COUNTY ROAD, THENCE 0.4
 MD1229'MILE S ON GRAVEL ROAD TO A N-S AND E ROAD T-INTERSECTION AND THE
 MD1229'MARK ON THE LEFT, ABOUT 0.5 MILE SSE OF SALEM CHURCH, 48 FEET
 MD1229'E OF CENTER LINE OF THE ONE ROAD, 22 FEET S OF CENTER LINE OF
 MD1229'THE OTHER, 2.0 FEET LOWER THAN SAME, 33 FEET NE OF ONE R.R.-RAIL
 MD1229'FENCE POST (NO FENCE JUST NOW), 3 FEET SW OF ANOTHER, 1.5 FEET
 MD1229'NE OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0947 ***********************************************************************
 MD0947  DESIGNATION -  H 165
 MD0947  PID         -  MD0947
 MD0947  STATE/COUNTY-  IN/WHITLEY
 MD0947  COUNTRY     -  US
 MD0947  USGS QUAD   -  CHURUBUSCO (2019)
 MD0947
 MD0947                         *CURRENT SURVEY CONTROL
 MD0947  ______________________________________________________________________
 MD0947* NAD 83(1986) POSITION- 41 14 39.     (N) 085 20 02.     (W)   SCALED
 MD0947* NAVD 88 ORTHO HEIGHT -   272.575 (meters)      894.27  (feet) ADJUSTED
 MD0947  ______________________________________________________________________
 MD0947  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 MD0947  DYNAMIC HEIGHT  -        272.472 (meters)      893.94  (feet) COMP
 MD0947  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 MD0947
 MD0947  VERT ORDER      -  SECOND    CLASS 0
 MD0947
 MD0947.The horizontal coordinates were scaled from a map and have
 MD0947.an estimated accuracy of +/- 6 seconds.
 MD0947
 MD0947.The orthometric height was determined by differential leveling and
 MD0947.adjusted by the NATIONAL GEODETIC SURVEY
 MD0947.in June 1991.
 MD0947
 MD0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0947.GEOID18 height accuracy estimate available here.
 MD0947
 MD0947.Click photographs - Photos may exist for this station.
 MD0947
 MD0947.The dynamic height is computed by dividing the NAVD 88
 MD0947.geopotential number by the normal gravity value computed on the
 MD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0947.degrees latitude (g = 980.6199 gals.).
 MD0947
 MD0947.The modeled gravity was interpolated from observed gravity values.
 MD0947
 MD0947;                    North         East    Units  Estimated Accuracy
 MD0947;SPC IN E     -   665,730.      127,890.      MT  (+/- 180 meters Scaled)
 MD0947
 MD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396672(NAD 83)
 MD0947
 MD0947                          SUPERSEDED SURVEY CONTROL
 MD0947
 MD0947  NGVD 29 (??/??/92)  272.729  (m)          894.78   (f) ADJ UNCH    2 0
 MD0947
 MD0947.Superseded values are not recommended for survey control.
 MD0947
 MD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0947.See file dsdata.pdf to determine how the superseded data were derived.
 MD0947
 MD0947_MARKER: DB = BENCH MARK DISK
 MD0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0947_SP_SET: CULVERT HEADWALL
 MD0947_STAMPING: H 165 1946
 MD0947_MARK LOGO: CGS
 MD0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0947+STABILITY: SURFACE MOTION
 MD0947
 MD0947  HISTORY     - Date     Condition        Report By
 MD0947  HISTORY     - 1946     MONUMENTED       CGS
 MD0947  HISTORY     - 1961     GOOD             CGS
 MD0947  HISTORY     - 1968     GOOD             CGS
 MD0947
 MD0947                          STATION DESCRIPTION
 MD0947
 MD0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0947'1.2 MI NW FROM CHURUBUSCO.
 MD0947'ABOUT 1.2 MILES NW ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0947'INTERSECTION WITH NO. 205 INDIANA HWY. IN HEART OF CHURUBUSCO,
 MD0947'ABOUT MIDWAY OF STEEP GRADE DOWN AND TOWARD NW, ABOUT 50 YARDS
 MD0947'SE OF SE END OF LONG CURVE CONCAVE ON NE SIDE, 17 FEET SW OF
 MD0947'CENTER LINE OF HWY. PAVEMENT, SET IN THE TOP AT THE VERTEX OF THE
 MD0947'ANGLE IN AN L-SHAPED CONCRETE HEADWALL OF 15-INCH CONCRETE PIPE
 MD0947'CULVERT.  NOTE-- WITNESS POST WITHIN TWO FEET OF HEADWALL AND
 MD0947'FACING THE HIGHWAY.
 MD0947
 MD0947                          STATION RECOVERY (1968)
 MD0947
 MD0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0031 ***********************************************************************
 ME0031  DESIGNATION -  H 167
 ME0031  PID         -  ME0031
 ME0031  STATE/COUNTY-  IN/ST JOSEPH
 ME0031  COUNTRY     -  US
 ME0031  USGS QUAD   -  LAKEVILLE (2019)
 ME0031
 ME0031                         *CURRENT SURVEY CONTROL
 ME0031  ______________________________________________________________________
 ME0031* NAD 83(1986) POSITION- 41 32 50.     (N) 086 16 10.     (W)   SCALED
 ME0031* NAVD 88 ORTHO HEIGHT -   260.728 (meters)      855.41  (feet) ADJUSTED
 ME0031  ______________________________________________________________________
 ME0031  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0031  DYNAMIC HEIGHT  -        260.621 (meters)      855.05  (feet) COMP
 ME0031  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 ME0031
 ME0031  VERT ORDER      -  SECOND    CLASS 0
 ME0031
 ME0031.The horizontal coordinates were scaled from a map and have
 ME0031.an estimated accuracy of +/- 6 seconds.
 ME0031
 ME0031.The orthometric height was determined by differential leveling and
 ME0031.adjusted by the NATIONAL GEODETIC SURVEY
 ME0031.in June 1991.
 ME0031
 ME0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0031.GEOID18 height accuracy estimate available here.
 ME0031
 ME0031.Click photographs - Photos may exist for this station.
 ME0031
 ME0031.The dynamic height is computed by dividing the NAVD 88
 ME0031.geopotential number by the normal gravity value computed on the
 ME0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0031.degrees latitude (g = 980.6199 gals.).
 ME0031
 ME0031.The modeled gravity was interpolated from observed gravity values.
 ME0031
 ME0031;                    North         East    Units  Estimated Accuracy
 ME0031;SPC IN E     -   699,510.       49,710.      MT  (+/- 180 meters Scaled)
 ME0031
 ME0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL609997(NAD 83)
 ME0031
 ME0031                          SUPERSEDED SURVEY CONTROL
 ME0031
 ME0031  NGVD 29 (??/??/92)  260.838  (m)          855.77   (f) ADJ UNCH    2 0
 ME0031
 ME0031.Superseded values are not recommended for survey control.
 ME0031
 ME0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0031.See file dsdata.pdf to determine how the superseded data were derived.
 ME0031
 ME0031_MARKER: DB = BENCH MARK DISK
 ME0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0031_STAMPING: H 167 1946
 ME0031_MARK LOGO: CGS
 ME0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0031+STABILITY: SURFACE MOTION
 ME0031
 ME0031  HISTORY     - Date     Condition        Report By
 ME0031  HISTORY     - 1946     MONUMENTED       CGS
 ME0031  HISTORY     - 1983     GOOD             USPSQD
 ME0031  HISTORY     - 1990     GOOD             USPSQD
 ME0031
 ME0031                          STATION DESCRIPTION
 ME0031
 ME0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0031'1.1 MI N FROM LAKEVILLE.
 ME0031'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0031'AT LAKEVILLE, ABOUT 0.8 MILE NORTH OF THE JUNCTION OF STATE
 ME0031'HIGHWAY 4 (PIERCE ROAD), ABOUT 1/4 MILE NORTH OF A CEMETERY
 ME0031'EAST OF THE HIGHWAY, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 ME0031'NEWTON ROAD LEADING WEST, 49 FEET WEST OF THE CENTER LINE OF THE
 ME0031'HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 69 FEET
 ME0031'SOUTHEAST OF THE SOUTHEAST CORNER OF THE M. KOLLAXZAR RESIDENCE,
 ME0031'80 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 2.5 FEET NORTH
 ME0031'OF A FENCE CORNER, 1.0 FOOT EAST OF THE FENCE, ABOUT 1 FOOT
 ME0031'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 ME0031'PROJECTING ABOUT 6 INCHES.
 ME0031
 ME0031                          STATION RECOVERY (1983)
 ME0031
 ME0031'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0031'CHANGE--HIGH SCHOOL TO ELEMENTARY SCHOOL FENCE NO LONGER PRESENT.
 ME0031
 ME0031                          STATION RECOVERY (1990)
 ME0031
 ME0031'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0007 ***********************************************************************
 ME0007  DESIGNATION -  H 168
 ME0007  PID         -  ME0007
 ME0007  STATE/COUNTY-  IN/ST JOSEPH
 ME0007  COUNTRY     -  US
 ME0007  USGS QUAD   -  WAKARUSA (2019)
 ME0007
 ME0007                         *CURRENT SURVEY CONTROL
 ME0007  ______________________________________________________________________
 ME0007* NAD 83(1986) POSITION- 41 33 00.     (N) 086 07 06.     (W)   SCALED
 ME0007* NAVD 88 ORTHO HEIGHT -   256.882 (meters)      842.79  (feet) ADJUSTED
 ME0007  ______________________________________________________________________
 ME0007  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 ME0007  DYNAMIC HEIGHT  -        256.776 (meters)      842.44  (feet) COMP
 ME0007  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 ME0007
 ME0007  VERT ORDER      -  SECOND    CLASS 0
 ME0007
 ME0007.The horizontal coordinates were scaled from a map and have
 ME0007.an estimated accuracy of +/- 6 seconds.
 ME0007
 ME0007.The orthometric height was determined by differential leveling and
 ME0007.adjusted by the NATIONAL GEODETIC SURVEY
 ME0007.in June 1991.
 ME0007
 ME0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0007.GEOID18 height accuracy estimate available here.
 ME0007
 ME0007.Click photographs - Photos may exist for this station.
 ME0007
 ME0007.The dynamic height is computed by dividing the NAVD 88
 ME0007.geopotential number by the normal gravity value computed on the
 ME0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0007.degrees latitude (g = 980.6199 gals.).
 ME0007
 ME0007.The modeled gravity was interpolated from observed gravity values.
 ME0007
 ME0007;                    North         East    Units  Estimated Accuracy
 ME0007;SPC IN E     -   699,740.       62,320.      MT  (+/- 180 meters Scaled)
 ME0007
 ME0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735001(NAD 83)
 ME0007
 ME0007                          SUPERSEDED SURVEY CONTROL
 ME0007
 ME0007  NGVD 29 (??/??/92)  256.998  (m)          843.17   (f) ADJ UNCH    2 0
 ME0007
 ME0007.Superseded values are not recommended for survey control.
 ME0007
 ME0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0007.See file dsdata.pdf to determine how the superseded data were derived.
 ME0007
 ME0007_MARKER: DB = BENCH MARK DISK
 ME0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0007_STAMPING: H 168 1946
 ME0007_MARK LOGO: CGS
 ME0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0007+STABILITY: SURFACE MOTION
 ME0007
 ME0007  HISTORY     - Date     Condition        Report By
 ME0007  HISTORY     - 1946     MONUMENTED       CGS
 ME0007  HISTORY     - 1984     GOOD             USPSQD
 ME0007  HISTORY     - 19950725 GOOD             USPSQD
 ME0007  HISTORY     - 20010427 GOOD             USPSQD
 ME0007
 ME0007                          STATION DESCRIPTION
 ME0007
 ME0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0007'4.3 MI NE FROM WYATT.
 ME0007'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE
 ME0007'AT WYATT, THENCE ABOUT 2.6 MILES EAST ALONG PIERCE ROAD, AND
 ME0007'THENCE ABOUT 1.0 MILE NORTH ALONG DOGWOOD ROAD, ABOUT 1.0 MILE
 ME0007'NORTH OF MADISON TOWNSHIP HIGH SCHOOL, IN THE SOUTHWEST QUARTER
 ME0007'OF THE INTERSECTION OF OSBORNE ROAD, 33 FEET WEST OF THE CENTER
 ME0007'LINE OF DOGWOOD ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE
 ME0007'WEST TANGENT OF OSBORNE ROAD, 5.0 FEET EAST OF A FENCE CORNER,
 ME0007'1.0 FOOT NORTHEAST OF THE FENCE, ABOUT LEVEL WITH THE ROADS,
 ME0007'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0007
 ME0007                          STATION RECOVERY (1984)
 ME0007
 ME0007'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0007'DESCRIPTION AS STATED EXCEPT---DELETE ANY REFERENCE TO A FENCE, FENCE
 ME0007'DOES NOT EXIST
 ME0007
 ME0007                          STATION RECOVERY (1995)
 ME0007
 ME0007'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0007'RECOVERED IN GOOD CONDITION.
 ME0007
 ME0007                          STATION RECOVERY (2001)
 ME0007
 ME0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0007'FOUND A DESCRIBED PLUS A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0151 ***********************************************************************
 ME0151  DESIGNATION -  H 169
 ME0151  PID         -  ME0151
 ME0151  STATE/COUNTY-  IN/MARSHALL
 ME0151  COUNTRY     -  US
 ME0151  USGS QUAD   -  BOURBON (2019)
 ME0151
 ME0151                         *CURRENT SURVEY CONTROL
 ME0151  ______________________________________________________________________
 ME0151* NAD 83(1986) POSITION- 41 18 35.     (N) 086 07 00.     (W)   SCALED
 ME0151* NAVD 88 ORTHO HEIGHT -   259.618 (meters)      851.76  (feet) ADJUSTED
 ME0151  ______________________________________________________________________
 ME0151  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 ME0151  DYNAMIC HEIGHT  -        259.510 (meters)      851.41  (feet) COMP
 ME0151  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 ME0151
 ME0151  VERT ORDER      -  SECOND    CLASS 0
 ME0151
 ME0151.The horizontal coordinates were scaled from a map and have
 ME0151.an estimated accuracy of +/- 6 seconds.
 ME0151
 ME0151.The orthometric height was determined by differential leveling and
 ME0151.adjusted by the NATIONAL GEODETIC SURVEY
 ME0151.in June 1991.
 ME0151
 ME0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0151.GEOID18 height accuracy estimate available here.
 ME0151
 ME0151.Click photographs - Photos may exist for this station.
 ME0151
 ME0151.The dynamic height is computed by dividing the NAVD 88
 ME0151.geopotential number by the normal gravity value computed on the
 ME0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0151.degrees latitude (g = 980.6199 gals.).
 ME0151
 ME0151.The modeled gravity was interpolated from observed gravity values.
 ME0151
 ME0151;                    North         East    Units  Estimated Accuracy
 ME0151;SPC IN E     -   673,050.       62,320.      MT  (+/- 180 meters Scaled)
 ME0151
 ME0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739735(NAD 83)
 ME0151
 ME0151                          SUPERSEDED SURVEY CONTROL
 ME0151
 ME0151  NGVD 29 (??/??/92)  259.738  (m)          852.16   (f) ADJ UNCH    2 0
 ME0151
 ME0151.Superseded values are not recommended for survey control.
 ME0151
 ME0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0151.See file dsdata.pdf to determine how the superseded data were derived.
 ME0151
 ME0151_MARKER: DB = BENCH MARK DISK
 ME0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0151_STAMPING: H 169 1946
 ME0151_MARK LOGO: CGS
 ME0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0151+STABILITY: SURFACE MOTION
 ME0151
 ME0151  HISTORY     - Date     Condition        Report By
 ME0151  HISTORY     - 1946     MONUMENTED       CGS
 ME0151  HISTORY     - 1969     GOOD             INHD
 ME0151  HISTORY     - 1990     GOOD             USPSQD
 ME0151
 ME0151                          STATION DESCRIPTION
 ME0151
 ME0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0151'1 MI N FROM BOURBON.
 ME0151'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE INTERSECTION
 ME0151'OF U.S. HIGHWAY 30 AT BOURBON, ABOUT 1/4 MILE NORTH OF A
 ME0151'CITY-LIMIT SIGN, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A
 ME0151'GRAVEL ROAD LEADING WEST, 36 FEET WEST OF THE CENTER LINE OF THE
 ME0151'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 ME0151'SOUTH OF A STEEL-RAIL CORNER FENCE POST, 1.5 FEET EAST OF THE
 ME0151'RIGHT-OF-WAY FENCE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 ME0151'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0151
 ME0151                          STATION RECOVERY (1969)
 ME0151
 ME0151'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0151'RECOVERED IN GOOD CONDITION.
 ME0151
 ME0151                          STATION RECOVERY (1990)
 ME0151
 ME0151'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1130 ***********************************************************************
 ME1130  DESIGNATION -  H 17
 ME1130  PID         -  ME1130
 ME1130  STATE/COUNTY-  IN/LAKE
 ME1130  COUNTRY     -  US
 ME1130  USGS QUAD   -  SCHNEIDER (2019)
 ME1130
 ME1130                         *CURRENT SURVEY CONTROL
 ME1130  ______________________________________________________________________
 ME1130* NAD 83(1986) POSITION- 41 11 18.23   (N) 087 26 52.55   (W)   HD_HELD1
 ME1130* NAVD 88 ORTHO HEIGHT -   193.827 (meters)      635.91  (feet) ADJUSTED
 ME1130  ______________________________________________________________________
 ME1130  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 ME1130  DYNAMIC HEIGHT  -        193.745 (meters)      635.65  (feet) COMP
 ME1130  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 ME1130
 ME1130  VERT ORDER      -  FIRST     CLASS II
 ME1130
 ME1130.The horizontal coordinates were determined by differentially corrected
 ME1130.hand held GPS observations or other comparable positioning techniques
 ME1130.and have an estimated accuracy of +/- 3 meters.
 ME1130
 ME1130.The orthometric height was determined by differential leveling and
 ME1130.adjusted by the NATIONAL GEODETIC SURVEY
 ME1130.in June 1991.
 ME1130
 ME1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1130.GEOID18 height accuracy estimate available here.
 ME1130
 ME1130.Click photographs - Photos may exist for this station.
 ME1130
 ME1130.The dynamic height is computed by dividing the NAVD 88
 ME1130.geopotential number by the normal gravity value computed on the
 ME1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1130.degrees latitude (g = 980.6199 gals.).
 ME1130
 ME1130.The modeled gravity was interpolated from observed gravity values.
 ME1130
 ME1130;                    North         East    Units  Estimated Accuracy
 ME1130;SPC IN W     -   659,544.2     869,413.0     MT  (+/- 3 meters HH1 GPS) 
 ME1130
 ME1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6243559767(NAD 83)
 ME1130
 ME1130                          SUPERSEDED SURVEY CONTROL
 ME1130
 ME1130  NGVD 29 (??/??/92)  193.914  (m)          636.20   (f) ADJ UNCH    1 2
 ME1130
 ME1130.Superseded values are not recommended for survey control.
 ME1130
 ME1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1130.See file dsdata.pdf to determine how the superseded data were derived.
 ME1130
 ME1130_MARKER: DB = BENCH MARK DISK
 ME1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1130_STAMPING: H 17 1934
 ME1130_MARK LOGO: CGS
 ME1130_PROJECTION: PROJECTING 23 CENTIMETERS
 ME1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1130+STABILITY: SURFACE MOTION
 ME1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1130+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 ME1130
 ME1130  HISTORY     - Date     Condition        Report By
 ME1130  HISTORY     - 1934     MONUMENTED       CGS
 ME1130  HISTORY     - 1954     GOOD             CGS
 ME1130  HISTORY     - 20200319 GOOD             IN-089
 ME1130
 ME1130                          STATION DESCRIPTION
 ME1130
 ME1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1130'AT SCHNEIDER.
 ME1130'AT SCHNEIDER, ALONG THE NEW YORK CENTRAL RAILROAD, AT CROSSING
 ME1130'OF U.S. HIGHWAY 41, 144 FEET NORTHWEST AND ACROSS TRACK FROM THE
 ME1130'NORTHWEST CORNER OF STATION, 20 FEET NORTH OF NORTH RAIL OF MAIN
 ME1130'TRACK, 47 FEET EAST OF CENTER LINE OF U.S. HIGHWAY 41, 0.3 FOOT
 ME1130'EAST OF EAST FACE OF A BATTERY WELL, ABOUT 1 FOOT BELOW LEVEL
 ME1130'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME1130'INCHES.  THE MARK IS SOLID, HOWEVER, THE BATTERY WELL HAS BEEN
 ME1130'BUILT SINCE THE MARK WAS ESTABLISHED AND IT IS POSSIBLE THAT
 ME1130'THE MARK MAY HAVE BEEN DISTURBED DURING THIS CONSTRUCTION AS
 ME1130'THE POST IS ALMOST FLUSH TO THE EAST SIDE OF WELL.
 ME1130
 ME1130                          STATION RECOVERY (2020)
 ME1130
 ME1130'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0139 ***********************************************************************
 ME0139  DESIGNATION -  H 170
 ME0139  PID         -  ME0139
 ME0139  STATE/COUNTY-  IN/ELKHART
 ME0139  COUNTRY     -  US
 ME0139  USGS QUAD   -  WAKARUSA (2019)
 ME0139
 ME0139                         *CURRENT SURVEY CONTROL
 ME0139  ______________________________________________________________________
 ME0139* NAD 83(1986) POSITION- 41 37 27.     (N) 086 00 08.     (W)   SCALED
 ME0139* NAVD 88 ORTHO HEIGHT -   240.206 (meters)      788.08  (feet) ADJUSTED
 ME0139  ______________________________________________________________________
 ME0139  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 ME0139  DYNAMIC HEIGHT  -        240.110 (meters)      787.76  (feet) COMP
 ME0139  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 ME0139
 ME0139  VERT ORDER      -  SECOND    CLASS 0
 ME0139
 ME0139.The horizontal coordinates were scaled from a map and have
 ME0139.an estimated accuracy of +/- 6 seconds.
 ME0139
 ME0139.The orthometric height was determined by differential leveling and
 ME0139.adjusted by the NATIONAL GEODETIC SURVEY
 ME0139.in June 1991.
 ME0139
 ME0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0139.GEOID18 height accuracy estimate available here.
 ME0139
 ME0139.Click photographs - Photos may exist for this station.
 ME0139
 ME0139.The dynamic height is computed by dividing the NAVD 88
 ME0139.geopotential number by the normal gravity value computed on the
 ME0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0139.degrees latitude (g = 980.6199 gals.).
 ME0139
 ME0139.The modeled gravity was interpolated from observed gravity values.
 ME0139
 ME0139;                    North         East    Units  Estimated Accuracy
 ME0139;SPC IN E     -   707,930.       72,040.      MT  (+/- 180 meters Scaled)
 ME0139
 ME0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831085(NAD 83)
 ME0139
 ME0139                          SUPERSEDED SURVEY CONTROL
 ME0139
 ME0139  NGVD 29 (??/??/92)  240.330  (m)          788.48   (f) ADJ UNCH    2 0
 ME0139
 ME0139.Superseded values are not recommended for survey control.
 ME0139
 ME0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0139.See file dsdata.pdf to determine how the superseded data were derived.
 ME0139
 ME0139_MARKER: DB = BENCH MARK DISK
 ME0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0139_SP_SET: BOX CULVERT HEADWALL
 ME0139_STAMPING: H 170 1946
 ME0139_MARK LOGO: CGS
 ME0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0139+STABILITY: SURFACE MOTION
 ME0139
 ME0139  HISTORY     - Date     Condition        Report By
 ME0139  HISTORY     - 1946     MONUMENTED       CGS
 ME0139  HISTORY     - 1968     GOOD             CGS
 ME0139  HISTORY     - 1974     GOOD             NGS
 ME0139  HISTORY     - 1978     GOOD             LOCSUR
 ME0139  HISTORY     - 1987     GOOD             USPSQD
 ME0139
 ME0139                          STATION DESCRIPTION
 ME0139
 ME0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0139'3.2 MI S FROM ELKHART.
 ME0139'ABOUT 3.15 MILES SOUTH ALONG S.R. 19 FROM ITS JUNC. WITH U.S.
 ME0139'33 AT ELKHART.  ABOUT 100 YDS. NORTH OF A CROSS ROAD (GRAVEL
 ME0139'EAST AND BLACK TOP WEST) AT THE L. ORVILLE MILLER CHERRY-CREST
 ME0139'FARM, 108 FT NORTH OF THE C/L OF THE DRIVEWAY TO THE FARM, 30 FT.
 ME0139'EAST OF THE C/L OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTH
 ME0139'END OF THE EAST HEADWALL OF A 6 BY 5 FT. CONC. BOX CULVERT 2 FT.
 ME0139'SOUTH OF A STEEL WITNESS POST, ABOUT 0.5 FT ABOVE THE HIGHWAY AND
 ME0139'SET IN A DRILL HOLE.
 ME0139
 ME0139                          STATION RECOVERY (1974)
 ME0139
 ME0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME0139'RECOVERED IN GOOD CONDITION.
 ME0139
 ME0139                          STATION RECOVERY (1978)
 ME0139
 ME0139'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0139'RECOVERED IN GOOD CONDITION.
 ME0139
 ME0139                          STATION RECOVERY (1987)
 ME0139
 ME0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDG)
 ME0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0417 ***********************************************************************
 ME0417  DESIGNATION -  H 171
 ME0417  PID         -  ME0417
 ME0417  STATE/COUNTY-  IN/ELKHART
 ME0417  COUNTRY     -  US
 ME0417  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0417
 ME0417                         *CURRENT SURVEY CONTROL
 ME0417  ______________________________________________________________________
 ME0417* NAD 83(1986) POSITION- 41 28 53.     (N) 086 00 06.     (W)   SCALED
 ME0417* NAVD 88 ORTHO HEIGHT -   262.525 (meters)      861.30  (feet) ADJUSTED
 ME0417  ______________________________________________________________________
 ME0417  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 ME0417  DYNAMIC HEIGHT  -        262.417 (meters)      860.95  (feet) COMP
 ME0417  MODELED GRAVITY -    980,206.6   (mgal)                       NAVD 88
 ME0417
 ME0417  VERT ORDER      -  SECOND    CLASS 0
 ME0417
 ME0417.The horizontal coordinates were scaled from a map and have
 ME0417.an estimated accuracy of +/- 6 seconds.
 ME0417
 ME0417.The orthometric height was determined by differential leveling and
 ME0417.adjusted by the NATIONAL GEODETIC SURVEY
 ME0417.in June 1991.
 ME0417
 ME0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0417.GEOID18 height accuracy estimate available here.
 ME0417
 ME0417.Click photographs - Photos may exist for this station.
 ME0417
 ME0417.The dynamic height is computed by dividing the NAVD 88
 ME0417.geopotential number by the normal gravity value computed on the
 ME0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0417.degrees latitude (g = 980.6199 gals.).
 ME0417
 ME0417.The modeled gravity was interpolated from observed gravity values.
 ME0417
 ME0417;                    North         East    Units  Estimated Accuracy
 ME0417;SPC IN E     -   692,070.       72,020.      MT  (+/- 180 meters Scaled)
 ME0417
 ME0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833926(NAD 83)
 ME0417
 ME0417                          SUPERSEDED SURVEY CONTROL
 ME0417
 ME0417  NGVD 29 (??/??/92)  262.645  (m)          861.69   (f) ADJ UNCH    2 0
 ME0417
 ME0417.Superseded values are not recommended for survey control.
 ME0417
 ME0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0417.See file dsdata.pdf to determine how the superseded data were derived.
 ME0417
 ME0417_MARKER: DB = BENCH MARK DISK
 ME0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0417_SP_SET: BRIDGE
 ME0417_STAMPING: H 171 1946
 ME0417_MARK LOGO: CGS
 ME0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0417
 ME0417  HISTORY     - Date     Condition        Report By
 ME0417  HISTORY     - 1946     MONUMENTED       CGS
 ME0417  HISTORY     - 1968     GOOD             CGS
 ME0417  HISTORY     - 19950914 GOOD             USPSQD
 ME0417  HISTORY     - 20110328 MARK NOT FOUND   INDOT
 ME0417
 ME0417                          STATION DESCRIPTION
 ME0417
 ME0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0417'2.6 MI N FROM NAPPANEE.
 ME0417'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0417'LIBRARY AT NAPPANEE, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A
 ME0417'GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE SOUTHEAST END OF
 ME0417'THE NORTHWEST WING WALL OF A 10 FOOT CONCRETE BRIDGE OVER A
 ME0417'DITCH, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 ME0417'LEVEL WITH THE BRIDGE FLOOR.
 ME0417
 ME0417                          STATION RECOVERY (1968)
 ME0417
 ME0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0417'RECOVERED IN GOOD CONDITION.
 ME0417
 ME0417                          STATION RECOVERY (1995)
 ME0417
 ME0417'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0417'RECOVERED IN GOOD CONDITION.
 ME0417
 ME0417                          STATION RECOVERY (2011)
 ME0417
 ME0417'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0417'MARK NOT FOUND AND MOST LIKELY DESTROYED. A NEW STRUCTURE HAS BEEN PUT
 ME0417'IN AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1205 ***********************************************************************
 MD1205  DESIGNATION -  H 172
 MD1205  PID         -  MD1205
 MD1205  STATE/COUNTY-  IN/KOSCIUSKO
 MD1205  COUNTRY     -  US
 MD1205  USGS QUAD   -  ATWOOD (2019)
 MD1205
 MD1205                         *CURRENT SURVEY CONTROL
 MD1205  ______________________________________________________________________
 MD1205* NAD 83(1986) POSITION- 41 21 42.     (N) 085 53 40.     (W)   SCALED
 MD1205* NAVD 88 ORTHO HEIGHT -   258.856 (meters)      849.26  (feet) ADJUSTED
 MD1205  ______________________________________________________________________
 MD1205  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 MD1205  DYNAMIC HEIGHT  -        258.752 (meters)      848.92  (feet) COMP
 MD1205  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 MD1205
 MD1205  VERT ORDER      -  SECOND    CLASS 0
 MD1205
 MD1205.The horizontal coordinates were scaled from a map and have
 MD1205.an estimated accuracy of +/- 6 seconds.
 MD1205
 MD1205.The orthometric height was determined by differential leveling and
 MD1205.adjusted by the NATIONAL GEODETIC SURVEY
 MD1205.in June 1991.
 MD1205
 MD1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1205.GEOID18 height accuracy estimate available here.
 MD1205
 MD1205.Click photographs - Photos may exist for this station.
 MD1205
 MD1205.The dynamic height is computed by dividing the NAVD 88
 MD1205.geopotential number by the normal gravity value computed on the
 MD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1205.degrees latitude (g = 980.6199 gals.).
 MD1205
 MD1205.The modeled gravity was interpolated from observed gravity values.
 MD1205
 MD1205;                    North         East    Units  Estimated Accuracy
 MD1205;SPC IN E     -   678,750.       80,940.      MT  (+/- 180 meters Scaled)
 MD1205
 MD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL924794(NAD 83)
 MD1205
 MD1205                          SUPERSEDED SURVEY CONTROL
 MD1205
 MD1205  NGVD 29 (??/??/92)  258.987  (m)          849.69   (f) ADJ UNCH    2 0
 MD1205
 MD1205.Superseded values are not recommended for survey control.
 MD1205
 MD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1205.See file dsdata.pdf to determine how the superseded data were derived.
 MD1205
 MD1205_MARKER: DB = BENCH MARK DISK
 MD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1205_STAMPING: H 172 1946
 MD1205_MARK LOGO: CGS
 MD1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1205+STABILITY: SURFACE MOTION
 MD1205
 MD1205  HISTORY     - Date     Condition        Report By
 MD1205  HISTORY     - 1946     MONUMENTED       CGS
 MD1205  HISTORY     - 1978     GOOD             LOCSUR
 MD1205  HISTORY     - 1989     GOOD             USPSQD
 MD1205  HISTORY     - 1990     GOOD             USPSQD
 MD1205  HISTORY     - 19970612 GOOD             USPSQD
 MD1205
 MD1205                          STATION DESCRIPTION
 MD1205
 MD1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1205'5.3 MI SW FROM MILFORD.
 MD1205'3.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE VAN-BUREN
 MD1205'TOWNSHIP SCHOOL AT MILFORD, THENCE ABOUT 2.1 MILES WEST ALONG
 MD1205'A BLACK-TOP ROAD, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A
 MD1205'GRAVEL ROAD LEADING SOUTH, 91 FEET NORTHEAST ACROSS THE ROAD
 MD1205'FROM THE NORTHEAST CORNER OF A 1-1/2 STORY BRICK FARMHOUSE,
 MD1205'31 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 MD1205'20 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 10
 MD1205'FEET EAST OF A FENCE CORNER, 7.0 FEET WEST OF A TELEPHONE POLE,
 MD1205'2.0 FEET NORTH OF THE FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 MD1205'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 MD1205
 MD1205                          STATION RECOVERY (1978)
 MD1205
 MD1205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 MD1205'RECOVERED IN GOOD CONDITION.
 MD1205
 MD1205                          STATION RECOVERY (1989)
 MD1205
 MD1205'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 MD1205'RECOVERED IN GOOD CONDITION.
 MD1205
 MD1205                          STATION RECOVERY (1990)
 MD1205
 MD1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1205'RECOVERED IN GOOD CONDITION.
 MD1205
 MD1205                          STATION RECOVERY (1997)
 MD1205
 MD1205'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1846 ***********************************************************************
 LA1846  DESIGNATION -  H 173
 LA1846  PID         -  LA1846
 LA1846  STATE/COUNTY-  IN/GRANT
 LA1846  COUNTRY     -  US
 LA1846  USGS QUAD   -  SOMERSET (2019)
 LA1846
 LA1846                         *CURRENT SURVEY CONTROL
 LA1846  ______________________________________________________________________
 LA1846* NAD 83(1986) POSITION- 40 39 07.     (N) 085 49 37.     (W)   SCALED
 LA1846* NAVD 88 ORTHO HEIGHT -   247.448 (meters)      811.84  (feet) ADJUSTED
 LA1846  ______________________________________________________________________
 LA1846  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LA1846  DYNAMIC HEIGHT  -        247.324 (meters)      811.43  (feet) COMP
 LA1846  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LA1846
 LA1846  VERT ORDER      -  SECOND    CLASS 0
 LA1846
 LA1846.The horizontal coordinates were scaled from a map and have
 LA1846.an estimated accuracy of +/- 6 seconds.
 LA1846
 LA1846.The orthometric height was determined by differential leveling and
 LA1846.adjusted by the NATIONAL GEODETIC SURVEY
 LA1846.in June 1991.
 LA1846
 LA1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1846.GEOID18 height accuracy estimate available here.
 LA1846
 LA1846.Click photographs - Photos may exist for this station.
 LA1846
 LA1846.The dynamic height is computed by dividing the NAVD 88
 LA1846.geopotential number by the normal gravity value computed on the
 LA1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1846.degrees latitude (g = 980.6199 gals.).
 LA1846
 LA1846.The modeled gravity was interpolated from observed gravity values.
 LA1846
 LA1846;                    North         East    Units  Estimated Accuracy
 LA1846;SPC IN E     -   599,920.       86,450.      MT  (+/- 180 meters Scaled)
 LA1846
 LA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991007(NAD 83)
 LA1846
 LA1846                          SUPERSEDED SURVEY CONTROL
 LA1846
 LA1846  NGVD 29 (??/??/92)  247.574  (m)          812.25   (f) ADJ UNCH    2 0
 LA1846
 LA1846.Superseded values are not recommended for survey control.
 LA1846
 LA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1846.See file dsdata.pdf to determine how the superseded data were derived.
 LA1846
 LA1846_MARKER: DB = BENCH MARK DISK
 LA1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1846_STAMPING: H 173 1946
 LA1846_MARK LOGO: CGS
 LA1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1846+STABILITY: SURFACE MOTION
 LA1846
 LA1846  HISTORY     - Date     Condition        Report By
 LA1846  HISTORY     - 1946     MONUMENTED       CGS
 LA1846  HISTORY     - 1962     GOOD             CGS
 LA1846
 LA1846                          STATION DESCRIPTION
 LA1846
 LA1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1846'1.3 MI S FROM MOUNT VERNON.
 LA1846'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1846'AT MOUNT VERNON, AT THE WABASH-GRANT COUNTY LINE CROSS ROAD, SET
 LA1846'IN THE SOUTHWEST QUARTER OF THE INTERSECTION, 40 FEET WEST OF
 LA1846'THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE
 LA1846'OF THE COUNTY LINE ROAD, 13 FEET SOUTHWEST OF THE SOUTH END OF
 LA1846'AN 18 INCH PIPE CULVERT UNDER THE COUNTY LINE ROAD, 10.5 FEET
 LA1846'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, ABOUT 1
 LA1846'FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1846'PROJECTING 5 INCHES.
 LA1846
 LA1846                          STATION RECOVERY (1962)
 LA1846
 LA1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1621 ***********************************************************************
 LA1621  DESIGNATION -  H 174
 LA1621  PID         -  LA1621
 LA1621  STATE/COUNTY-  IN/GRANT
 LA1621  COUNTRY     -  US
 LA1621  USGS QUAD   -  LA FONTAINE (2019)
 LA1621
 LA1621                         *CURRENT SURVEY CONTROL
 LA1621  ______________________________________________________________________
 LA1621* NAD 83(1986) POSITION- 40 39 08.     (N) 085 42 22.     (W)   SCALED
 LA1621* NAVD 88 ORTHO HEIGHT -   249.102 (meters)      817.26  (feet) ADJUSTED
 LA1621  ______________________________________________________________________
 LA1621  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 LA1621  DYNAMIC HEIGHT  -        248.978 (meters)      816.86  (feet) COMP
 LA1621  MODELED GRAVITY -    980,122.2   (mgal)                       NAVD 88
 LA1621
 LA1621  VERT ORDER      -  FIRST     CLASS II
 LA1621
 LA1621.The horizontal coordinates were scaled from a map and have
 LA1621.an estimated accuracy of +/- 6 seconds.
 LA1621
 LA1621.The orthometric height was determined by differential leveling and
 LA1621.adjusted by the NATIONAL GEODETIC SURVEY
 LA1621.in June 1991.
 LA1621
 LA1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1621.GEOID18 height accuracy estimate available here.
 LA1621
 LA1621.Click photographs - Photos may exist for this station.
 LA1621
 LA1621.The dynamic height is computed by dividing the NAVD 88
 LA1621.geopotential number by the normal gravity value computed on the
 LA1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1621.degrees latitude (g = 980.6199 gals.).
 LA1621
 LA1621.The modeled gravity was interpolated from observed gravity values.
 LA1621
 LA1621;                    North         East    Units  Estimated Accuracy
 LA1621;SPC IN E     -   599,940.       96,660.      MT  (+/- 180 meters Scaled)
 LA1621
 LA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL093009(NAD 83)
 LA1621
 LA1621                          SUPERSEDED SURVEY CONTROL
 LA1621
 LA1621  NGVD 29 (??/??/92)  249.231  (m)          817.69   (f) ADJ UNCH    1 2
 LA1621
 LA1621.Superseded values are not recommended for survey control.
 LA1621
 LA1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1621.See file dsdata.pdf to determine how the superseded data were derived.
 LA1621
 LA1621_MARKER: DB = BENCH MARK DISK
 LA1621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1621_SP_SET: CULVERT HEADWALL
 LA1621_STAMPING: H 174 1946
 LA1621_MARK LOGO: CGS
 LA1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1621+STABILITY: SURFACE MOTION
 LA1621
 LA1621  HISTORY     - Date     Condition        Report By
 LA1621  HISTORY     - 1946     MONUMENTED       CGS
 LA1621  HISTORY     - 1962     GOOD             CGS
 LA1621
 LA1621                          STATION DESCRIPTION
 LA1621
 LA1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1621'1.9 MI SE FROM LA FONTAINE.
 LA1621'ABOUT 1.9 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1621'FROM THE STATION AT LA FONTAINE, AT THE GRANT-WABASH COUNTY LINE
 LA1621'ROAD CROSSING, SET IN THE SOUTHEAST ANGLE OF THE CROSSING, SET
 LA1621'IN THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A 15 INCH PIPE
 LA1621'CULVERT UNDER THE COUNTY ROAD, 21 FEET NORTHEAST OF THE NORTHEAST
 LA1621'RAIL OF THE TRACK, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LA1621'ABOUT 1 FOOT ABOVE THE TRACK, AND SET IN A DRILL HOLE.
 LA1621
 LA1621                          STATION RECOVERY (1962)
 LA1621
 LA1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1793 ***********************************************************************
 LA1793  DESIGNATION -  H 175
 LA1793  PID         -  LA1793
 LA1793  STATE/COUNTY-  IN/WABASH
 LA1793  COUNTRY     -  US
 LA1793  USGS QUAD   -  PEORIA (2019)
 LA1793
 LA1793                         *CURRENT SURVEY CONTROL
 LA1793  ______________________________________________________________________
 LA1793* NAD 83(1986) POSITION- 40 40 28.     (N) 085 54 06.     (W)   SCALED
 LA1793* NAVD 88 ORTHO HEIGHT -   241.056 (meters)      790.86  (feet) ADJUSTED
 LA1793  ______________________________________________________________________
 LA1793  GEOID HEIGHT    -        -34.344 (meters)                     GEOID18
 LA1793  DYNAMIC HEIGHT  -        240.937 (meters)      790.47  (feet) COMP
 LA1793  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 LA1793
 LA1793  VERT ORDER      -  SECOND    CLASS 0
 LA1793
 LA1793.The horizontal coordinates were scaled from a map and have
 LA1793.an estimated accuracy of +/- 6 seconds.
 LA1793
 LA1793.The orthometric height was determined by differential leveling and
 LA1793.adjusted by the NATIONAL GEODETIC SURVEY
 LA1793.in June 1991.
 LA1793
 LA1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1793.GEOID18 height accuracy estimate available here.
 LA1793
 LA1793.Click photographs - Photos may exist for this station.
 LA1793
 LA1793.The dynamic height is computed by dividing the NAVD 88
 LA1793.geopotential number by the normal gravity value computed on the
 LA1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1793.degrees latitude (g = 980.6199 gals.).
 LA1793
 LA1793.The modeled gravity was interpolated from observed gravity values.
 LA1793
 LA1793;                    North         East    Units  Estimated Accuracy
 LA1793;SPC IN E     -   602,430.       80,130.      MT  (+/- 180 meters Scaled)
 LA1793
 LA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL928031(NAD 83)
 LA1793
 LA1793                          SUPERSEDED SURVEY CONTROL
 LA1793
 LA1793  NGVD 29 (??/??/92)  241.181  (m)          791.27   (f) ADJ UNCH    2 0
 LA1793
 LA1793.Superseded values are not recommended for survey control.
 LA1793
 LA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1793.See file dsdata.pdf to determine how the superseded data were derived.
 LA1793
 LA1793_MARKER: DB = BENCH MARK DISK
 LA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1793_STAMPING: H 175 1946
 LA1793_MARK LOGO: CGS
 LA1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1793+STABILITY: SURFACE MOTION
 LA1793
 LA1793  HISTORY     - Date     Condition        Report By
 LA1793  HISTORY     - 1946     MONUMENTED       CGS
 LA1793  HISTORY     - 1961     GOOD             CGS
 LA1793
 LA1793                          STATION DESCRIPTION
 LA1793
 LA1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1793'4 MI NW FROM SOMERSET.
 LA1793'ABOUT 4.05 MILES NORTHWEST ALONG THE FRANCES SLOCUM TRAIL FROM
 LA1793'THE POST OFFICE AT SOMERSET, AT A CROSS ROAD, 70 FEET NORTHWEST
 LA1793'OF THE CENTER LINE OF THE CROSS ROAD, 38 FEET NORTHEAST OF THE
 LA1793'CENTER LINE OF THE SLOCUM TRAIL, 15 FEET EAST OF A 20 INCH ELM
 LA1793'TREE, 3.5 FEET SOUTHEAST OF THE FENCE LINE, ABOUT 1 FOOT ABOVE
 LA1793'THE TRAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1793'6 INCHES.
 LA1793
 LA1793                          STATION RECOVERY (1961)
 LA1793
 LA1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0445 ***********************************************************************
 ME0445  DESIGNATION -  H 177
 ME0445  PID         -  ME0445
 ME0445  STATE/COUNTY-  IN/FULTON
 ME0445  COUNTRY     -  US
 ME0445  USGS QUAD   -  AKRON (2019)
 ME0445
 ME0445                         *CURRENT SURVEY CONTROL
 ME0445  ______________________________________________________________________
 ME0445* NAD 83(1986) POSITION- 41 02 50.     (N) 086 05 51.     (W)   SCALED
 ME0445* NAVD 88 ORTHO HEIGHT -   250.162 (meters)      820.74  (feet) ADJUSTED
 ME0445  ______________________________________________________________________
 ME0445  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 ME0445  DYNAMIC HEIGHT  -        250.051 (meters)      820.38  (feet) COMP
 ME0445  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 ME0445
 ME0445  VERT ORDER      -  SECOND    CLASS 0
 ME0445
 ME0445.The horizontal coordinates were scaled from a map and have
 ME0445.an estimated accuracy of +/- 6 seconds.
 ME0445
 ME0445.The orthometric height was determined by differential leveling and
 ME0445.adjusted by the NATIONAL GEODETIC SURVEY
 ME0445.in June 1991.
 ME0445
 ME0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0445.GEOID18 height accuracy estimate available here.
 ME0445
 ME0445.Click photographs - Photos may exist for this station.
 ME0445
 ME0445.The dynamic height is computed by dividing the NAVD 88
 ME0445.geopotential number by the normal gravity value computed on the
 ME0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0445.degrees latitude (g = 980.6199 gals.).
 ME0445
 ME0445.The modeled gravity was interpolated from observed gravity values.
 ME0445
 ME0445;                    North         East    Units  Estimated Accuracy
 ME0445;SPC IN E     -   643,890.       63,780.      MT  (+/- 180 meters Scaled)
 ME0445
 ME0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL758443(NAD 83)
 ME0445
 ME0445                          SUPERSEDED SURVEY CONTROL
 ME0445
 ME0445  NGVD 29 (??/??/92)  250.284  (m)          821.14   (f) ADJ UNCH    2 0
 ME0445
 ME0445.Superseded values are not recommended for survey control.
 ME0445
 ME0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0445.See file dsdata.pdf to determine how the superseded data were derived.
 ME0445
 ME0445_MARKER: DB = BENCH MARK DISK
 ME0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0445_STAMPING: H 177 1946
 ME0445_MARK LOGO: CGS
 ME0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0445+STABILITY: SURFACE MOTION
 ME0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0445+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 ME0445
 ME0445  HISTORY     - Date     Condition        Report By
 ME0445  HISTORY     - 1946     MONUMENTED       CGS
 ME0445  HISTORY     - 1990     GOOD             USPSQD
 ME0445  HISTORY     - 20110706 GOOD             INDIV
 ME0445  HISTORY     - 20141231 GOOD             INDOT
 ME0445
 ME0445                          STATION DESCRIPTION
 ME0445
 ME0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0445'1.6 MI E FROM ATHENS.
 ME0445'ABOUT 1.6 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME0445'AT ATHENS, ABOUT 0.1 MILE WEST OF THE INTERSECTION WITH A
 ME0445'NORTH-SOUTH GRAVEL ROAD, AT A 2-STORY IMITATION BRICK FARM HOUSE
 ME0445'ON THE SOUTH SIDE OF THE HIGHWAY, AT THE NORTHWEST CORNER OF THE
 ME0445'BARNYARD FENCE, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 ME0445'GARAGE, 26 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 58
 ME0445'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET SOUTHWEST
 ME0445'OF THE BARN YARD FENCE CORNER, ABOUT 4 FEET ABOVE HIGHWAY LEVEL
 ME0445'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0445
 ME0445                          STATION RECOVERY (1990)
 ME0445
 ME0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0445'RECOVERED IN GOOD CONDITION.
 ME0445
 ME0445                          STATION RECOVERY (2011)
 ME0445
 ME0445'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0445'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME0445
 ME0445                          STATION RECOVERY (2014)
 ME0445
 ME0445'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1677 ***********************************************************************
 LA1677  DESIGNATION -  H 178
 LA1677  PID         -  LA1677
 LA1677  STATE/COUNTY-  IN/WABASH
 LA1677  COUNTRY     -  US
 LA1677  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1677
 LA1677                         *CURRENT SURVEY CONTROL
 LA1677  ______________________________________________________________________
 LA1677* NAD 83(1986) POSITION- 40 54 46.     (N) 085 48 44.     (W)   SCALED
 LA1677* NAVD 88 ORTHO HEIGHT -   239.933 (meters)      787.18  (feet) ADJUSTED
 LA1677  ______________________________________________________________________
 LA1677  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 LA1677  DYNAMIC HEIGHT  -        239.822 (meters)      786.82  (feet) COMP
 LA1677  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 LA1677
 LA1677  VERT ORDER      -  SECOND    CLASS 0
 LA1677
 LA1677.The horizontal coordinates were scaled from a map and have
 LA1677.an estimated accuracy of +/- 6 seconds.
 LA1677
 LA1677.The orthometric height was determined by differential leveling and
 LA1677.adjusted by the NATIONAL GEODETIC SURVEY
 LA1677.in June 1991.
 LA1677
 LA1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1677.GEOID18 height accuracy estimate available here.
 LA1677
 LA1677.Click photographs - Photos may exist for this station.
 LA1677
 LA1677.The dynamic height is computed by dividing the NAVD 88
 LA1677.geopotential number by the normal gravity value computed on the
 LA1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1677.degrees latitude (g = 980.6199 gals.).
 LA1677
 LA1677.The modeled gravity was interpolated from observed gravity values.
 LA1677
 LA1677;                    North         East    Units  Estimated Accuracy
 LA1677;SPC IN E     -   628,880.       87,740.      MT  (+/- 180 meters Scaled)
 LA1677
 LA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000297(NAD 83)
 LA1677
 LA1677                          SUPERSEDED SURVEY CONTROL
 LA1677
 LA1677  NGVD 29 (??/??/92)  240.056  (m)          787.58   (f) ADJ UNCH    2 0
 LA1677
 LA1677.Superseded values are not recommended for survey control.
 LA1677
 LA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1677.See file dsdata.pdf to determine how the superseded data were derived.
 LA1677
 LA1677_MARKER: DB = BENCH MARK DISK
 LA1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1677_STAMPING: 178 1946
 LA1677_MARK LOGO: CGS
 LA1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1677+STABILITY: SURFACE MOTION
 LA1677
 LA1677  HISTORY     - Date     Condition        Report By
 LA1677  HISTORY     - 1946     MONUMENTED       CGS
 LA1677
 LA1677                          STATION DESCRIPTION
 LA1677
 LA1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1677'2.1 MI NW FROM URBANA.
 LA1677'ABOUT 1.1 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL
 LA1677'BUILDING AT URBANA, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY
 LA1677'16, ABOUT 0.1 MILE WEST OF A TWO-STORY WHITE FARM HOUSE ON
 LA1677'THE SOUTH SIDE OF THE HIGHWAY, AT THE JUNCTION OF A GRAVEL ROAD
 LA1677'LEADING NORTH, 24 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LA1677'ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5
 LA1677'FEET WEST OF A 6-INCH CONCRETE CORNER FENCE POST, 1 FOOT
 LA1677'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 LA1677'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1677'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0329 ***********************************************************************
 ME0329  DESIGNATION -  H 179
 ME0329  PID         -  ME0329
 ME0329  STATE/COUNTY-  IN/FULTON
 ME0329  COUNTRY     -  US
 ME0329  USGS QUAD   -  KEWANNA (2019)
 ME0329
 ME0329                         *CURRENT SURVEY CONTROL
 ME0329  ______________________________________________________________________
 ME0329* NAD 83(1986) POSITION- 41 02 26.     (N) 086 24 51.     (W)   SCALED
 ME0329* NAVD 88 ORTHO HEIGHT -   232.500 (meters)      762.79  (feet) ADJUSTED
 ME0329  ______________________________________________________________________
 ME0329  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME0329  DYNAMIC HEIGHT  -        232.403 (meters)      762.48  (feet) COMP
 ME0329  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 ME0329
 ME0329  VERT ORDER      -  SECOND    CLASS 0
 ME0329
 ME0329.The horizontal coordinates were scaled from a map and have
 ME0329.an estimated accuracy of +/- 6 seconds.
 ME0329
 ME0329.The orthometric height was determined by differential leveling and
 ME0329.adjusted by the NATIONAL GEODETIC SURVEY
 ME0329.in June 1991.
 ME0329
 ME0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0329.GEOID18 height accuracy estimate available here.
 ME0329
 ME0329.Click photographs - Photos may exist for this station.
 ME0329
 ME0329.The dynamic height is computed by dividing the NAVD 88
 ME0329.geopotential number by the normal gravity value computed on the
 ME0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0329.degrees latitude (g = 980.6199 gals.).
 ME0329
 ME0329.The modeled gravity was interpolated from observed gravity values.
 ME0329
 ME0329;                    North         East    Units  Estimated Accuracy
 ME0329;SPC IN E     -   643,330.       37,150.      MT  (+/- 180 meters Scaled)
 ME0329
 ME0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL492434(NAD 83)
 ME0329
 ME0329                          SUPERSEDED SURVEY CONTROL
 ME0329
 ME0329  NGVD 29 (??/??/92)  232.626  (m)          763.21   (f) ADJ UNCH    2 0
 ME0329
 ME0329.Superseded values are not recommended for survey control.
 ME0329
 ME0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0329.See file dsdata.pdf to determine how the superseded data were derived.
 ME0329
 ME0329_MARKER: DB = BENCH MARK DISK
 ME0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0329_STAMPING: H 179 1946
 ME0329_MARK LOGO: CGS
 ME0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0329+STABILITY: SURFACE MOTION
 ME0329
 ME0329  HISTORY     - Date     Condition        Report By
 ME0329  HISTORY     - 1946     MONUMENTED       CGS
 ME0329
 ME0329                          STATION DESCRIPTION
 ME0329
 ME0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0329'1.5 MI N FROM KEWANNA.
 ME0329'ABOUT 1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0329'STATION AT KEWANNA, SET IN THE NORTHEAST QUARTER OF A GRAVEL
 ME0329'ROAD CROSSING, ABOUT 20 RAILS NORTH OF A BLOCK LIGHT SIGNAL,
 ME0329'46.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 20 FEET NORTH OF
 ME0329'THE CENTER LINE OF THE GRAVEL ROAD, 47 FEET SOUTH OF A TELEPHONE
 ME0329'POLE, 4 FEET NORTHWEST OF A CORNER FENCE POST, 1 FOOT WEST OF THE
 ME0329'FENCE, ABOUT 0.5 FOOT ABOVE THE CROSSING, AND SET IN THE TOP
 ME0329'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0928 ***********************************************************************
 ME0928  DESIGNATION -  H 18
 ME0928  PID         -  ME0928
 ME0928  STATE/COUNTY-  IN/LAKE
 ME0928  COUNTRY     -  US
 ME0928  USGS QUAD   -  WHITING (2019)
 ME0928
 ME0928                         *CURRENT SURVEY CONTROL
 ME0928  ______________________________________________________________________
 ME0928* NAD 83(1986) POSITION- 41 39 20.     (N) 087 27 10.     (W)   SCALED
 ME0928* NAVD 88 ORTHO HEIGHT -   180.140 (meters)      591.01  (feet) ADJUSTED
 ME0928  ______________________________________________________________________
 ME0928  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME0928  DYNAMIC HEIGHT  -        180.075 (meters)      590.80  (feet) COMP
 ME0928  MODELED GRAVITY -    980,261.0   (mgal)                       NAVD 88
 ME0928
 ME0928  VERT ORDER      -  FIRST     CLASS II
 ME0928
 ME0928.The horizontal coordinates were scaled from a map and have
 ME0928.an estimated accuracy of +/- 6 seconds.
 ME0928
 ME0928.The orthometric height was determined by differential leveling and
 ME0928.adjusted by the NATIONAL GEODETIC SURVEY
 ME0928.in June 1991.
 ME0928
 ME0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0928.GEOID18 height accuracy estimate available here.
 ME0928
 ME0928.Click photographs - Photos may exist for this station.
 ME0928
 ME0928.The dynamic height is computed by dividing the NAVD 88
 ME0928.geopotential number by the normal gravity value computed on the
 ME0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0928.degrees latitude (g = 980.6199 gals.).
 ME0928
 ME0928.The modeled gravity was interpolated from observed gravity values.
 ME0928
 ME0928;                    North         East    Units  Estimated Accuracy
 ME0928;SPC IN W     -   711,430.      869,230.      MT  (+/- 180 meters Scaled)
 ME0928
 ME0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM623116(NAD 83)
 ME0928
 ME0928                          SUPERSEDED SURVEY CONTROL
 ME0928
 ME0928  NGVD 29 (??/??/92)  180.249  (m)          591.37   (f) ADJ UNCH    1 2
 ME0928
 ME0928.Superseded values are not recommended for survey control.
 ME0928
 ME0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0928.See file dsdata.pdf to determine how the superseded data were derived.
 ME0928
 ME0928_MARKER: DB = BENCH MARK DISK
 ME0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0928_SP_SET: ABUTMENT
 ME0928_STAMPING: H 18 1934
 ME0928_MARK LOGO: CGS
 ME0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0928
 ME0928  HISTORY     - Date     Condition        Report By
 ME0928  HISTORY     - 1934     MONUMENTED       CGS
 ME0928  HISTORY     - 1946     GOOD             CGS
 ME0928
 ME0928                          STATION DESCRIPTION
 ME0928
 ME0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0928'0.4 MI N FROM INDIANA HARBOR.
 ME0928'ABOUT 0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0928'THE STATION AT INDIANA HARBOR, SET IN THE TOP OF THE NORTH
 ME0928'ABUTMENT THAT EXTENDS UNDER THE WESTERLY THREE OF A SERIES OF
 ME0928'FIVE BRIDGES OVER A CANAL, 7.4 FEET EAST OF THE NORTHEAST
 ME0928'CORNER OF THE SECOND BRIDGE FROM THE WEST, 10.4 FEET WEST
 ME0928'OF THE WEST RAIL OF THE SOUTH BOUND TRACK OF THE THIRD BRIDGE
 ME0928'FROM THE WEST, AND SET IN A DRILL HOLE ABOUT 6 INCHES LOWER
 ME0928'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1686 ***********************************************************************
 LA1686  DESIGNATION -  H 180
 LA1686  PID         -  LA1686
 LA1686  STATE/COUNTY-  IN/MIAMI
 LA1686  COUNTRY     -  US
 LA1686  USGS QUAD   -  ROANN (2019)
 LA1686
 LA1686                         *CURRENT SURVEY CONTROL
 LA1686  ______________________________________________________________________
 LA1686* NAD 83(1986) POSITION- 40 54 47.     (N) 085 57 49.     (W)   SCALED
 LA1686* NAVD 88 ORTHO HEIGHT -   225.041 (meters)      738.32  (feet) ADJUSTED
 LA1686  ______________________________________________________________________
 LA1686  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 LA1686  DYNAMIC HEIGHT  -        224.937 (meters)      737.98  (feet) COMP
 LA1686  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 LA1686
 LA1686  VERT ORDER      -  SECOND    CLASS 0
 LA1686
 LA1686.The horizontal coordinates were scaled from a map and have
 LA1686.an estimated accuracy of +/- 6 seconds.
 LA1686
 LA1686.The orthometric height was determined by differential leveling and
 LA1686.adjusted by the NATIONAL GEODETIC SURVEY
 LA1686.in June 1991.
 LA1686
 LA1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1686.GEOID18 height accuracy estimate available here.
 LA1686
 LA1686.Click photographs - Photos may exist for this station.
 LA1686
 LA1686.The dynamic height is computed by dividing the NAVD 88
 LA1686.geopotential number by the normal gravity value computed on the
 LA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1686.degrees latitude (g = 980.6199 gals.).
 LA1686
 LA1686.The modeled gravity was interpolated from observed gravity values.
 LA1686
 LA1686;                    North         East    Units  Estimated Accuracy
 LA1686;SPC IN E     -   628,950.       74,990.      MT  (+/- 180 meters Scaled)
 LA1686
 LA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL872296(NAD 83)
 LA1686
 LA1686                          SUPERSEDED SURVEY CONTROL
 LA1686
 LA1686  NGVD 29 (??/??/92)  225.164  (m)          738.73   (f) ADJ UNCH    2 0
 LA1686
 LA1686.Superseded values are not recommended for survey control.
 LA1686
 LA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1686.See file dsdata.pdf to determine how the superseded data were derived.
 LA1686
 LA1686_MARKER: DB = BENCH MARK DISK
 LA1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1686_STAMPING: H 180 1946
 LA1686_MARK LOGO: CGS
 LA1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1686+STABILITY: SURFACE MOTION
 LA1686
 LA1686  HISTORY     - Date     Condition        Report By
 LA1686  HISTORY     - 1946     MONUMENTED       CGS
 LA1686
 LA1686                          STATION DESCRIPTION
 LA1686
 LA1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1686'2.2 MI W FROM ROANN.
 LA1686'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 16 FROM THE CROSSROADS
 LA1686'AT ROANN, ABOUT 0.3 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD
 LA1686'LEADING NORTH, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA1686'SOUTHEAST, 51 FEET NORTHEAST OF A 24 INCH BLAZED ELM TREE, 82
 LA1686'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A 6 INCH BLAZED ELM
 LA1686'TREE, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 LA1686'NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 2 FEET
 LA1686'NORTH-NORTHEAST OF THE STOP SIGN, ABOUT 3 FEET ABOVE THE HIGHWAY,
 LA1686'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0188 ***********************************************************************
 LB0188  DESIGNATION -  H 181
 LB0188  PID         -  LB0188
 LB0188  STATE/COUNTY-  IN/FULTON
 LB0188  COUNTRY     -  US
 LB0188  USGS QUAD   -  FULTON (2019)
 LB0188
 LB0188                         *CURRENT SURVEY CONTROL
 LB0188  ______________________________________________________________________
 LB0188* NAD 83(1986) POSITION- 40 56 56.     (N) 086 21 22.     (W)   SCALED
 LB0188* NAVD 88 ORTHO HEIGHT -   240.743 (meters)      789.84  (feet) ADJUSTED
 LB0188  ______________________________________________________________________
 LB0188  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB0188  DYNAMIC HEIGHT  -        240.638 (meters)      789.49  (feet) COMP
 LB0188  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 LB0188
 LB0188  VERT ORDER      -  SECOND    CLASS 0
 LB0188
 LB0188.The horizontal coordinates were scaled from a map and have
 LB0188.an estimated accuracy of +/- 6 seconds.
 LB0188
 LB0188.The orthometric height was determined by differential leveling and
 LB0188.adjusted by the NATIONAL GEODETIC SURVEY
 LB0188.in June 1991.
 LB0188
 LB0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0188.GEOID18 height accuracy estimate available here.
 LB0188
 LB0188.Click photographs - Photos may exist for this station.
 LB0188
 LB0188.The dynamic height is computed by dividing the NAVD 88
 LB0188.geopotential number by the normal gravity value computed on the
 LB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0188.degrees latitude (g = 980.6199 gals.).
 LB0188
 LB0188.The modeled gravity was interpolated from observed gravity values.
 LB0188
 LB0188;                    North         East    Units  Estimated Accuracy
 LB0188;SPC IN E     -   633,110.       41,950.      MT  (+/- 180 meters Scaled)
 LB0188
 LB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL541332(NAD 83)
 LB0188
 LB0188                          SUPERSEDED SURVEY CONTROL
 LB0188
 LB0188  NGVD 29 (??/??/92)  240.863  (m)          790.23   (f) ADJ UNCH    2 0
 LB0188
 LB0188.Superseded values are not recommended for survey control.
 LB0188
 LB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0188.See file dsdata.pdf to determine how the superseded data were derived.
 LB0188
 LB0188_MARKER: DB = BENCH MARK DISK
 LB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0188_STAMPING: H 181 1946
 LB0188_MARK LOGO: CGS
 LB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0188+STABILITY: SURFACE MOTION
 LB0188
 LB0188  HISTORY     - Date     Condition        Report By
 LB0188  HISTORY     - 1946     MONUMENTED       CGS
 LB0188  HISTORY     - 1989     GOOD             USPSQD
 LB0188  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 LB0188
 LB0188                          STATION DESCRIPTION
 LB0188
 LB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0188'1 MI W FROM BLUEGRASS.
 LB0188'ABOUT 1.0 MILE WEST ALONG THE GRASSCREEK-BLUEGRASS ROAD FROM THE
 LB0188'B.F. COOK STORE AT BLUEGRASS, ABOUT 0.25 MILE NORTH OF A RIGHT
 LB0188'ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING WEST AND NORTH,
 LB0188'SET AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING
 LB0188'SOUTH AND EAST AND A GRAVEL ROAD LEADING NORTH, 167 FEET
 LB0188'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A T FENCE CORNER POST,
 LB0188'60 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 21 FEET EAST
 LB0188'OF THE CENTER LINE OF THE ROAD SOUTH, 24 FEET NORTH-NORTHEAST
 LB0188'OF A TELEPHONE POLE (NO. 103), ABOUT 2 FEET ABOVE THE JUNCTION,
 LB0188'3 FEET EAST OF A RAILROAD RAIL FENCE CORNER POST, AND SET IN THE
 LB0188'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0188
 LB0188                          STATION RECOVERY (1989)
 LB0188
 LB0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0188'RECOVERED IN GOOD CONDITION.
 LB0188
 LB0188                          STATION RECOVERY (1992)
 LB0188
 LB0188'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 LB0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1023 ***********************************************************************
 MD1023  DESIGNATION -  H 182
 MD1023  PID         -  MD1023
 MD1023  STATE/COUNTY-  IN/WABASH
 MD1023  COUNTRY     -  US
 MD1023  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1023
 MD1023                         *CURRENT SURVEY CONTROL
 MD1023  ______________________________________________________________________
 MD1023* NAD 83(1986) POSITION- 41 01 32.     (N) 085 48 52.     (W)   SCALED
 MD1023* NAVD 88 ORTHO HEIGHT -   246.607 (meters)      809.08  (feet) ADJUSTED
 MD1023  ______________________________________________________________________
 MD1023  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 MD1023  DYNAMIC HEIGHT  -        246.496 (meters)      808.71  (feet) COMP
 MD1023  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 MD1023
 MD1023  VERT ORDER      -  FIRST     CLASS II
 MD1023
 MD1023.The horizontal coordinates were scaled from a map and have
 MD1023.an estimated accuracy of +/- 6 seconds.
 MD1023
 MD1023.The orthometric height was determined by differential leveling and
 MD1023.adjusted by the NATIONAL GEODETIC SURVEY
 MD1023.in June 1991.
 MD1023
 MD1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1023.GEOID18 height accuracy estimate available here.
 MD1023
 MD1023.Click photographs - Photos may exist for this station.
 MD1023
 MD1023.The dynamic height is computed by dividing the NAVD 88
 MD1023.geopotential number by the normal gravity value computed on the
 MD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1023.degrees latitude (g = 980.6199 gals.).
 MD1023
 MD1023.The modeled gravity was interpolated from observed gravity values.
 MD1023
 MD1023;                    North         East    Units  Estimated Accuracy
 MD1023;SPC IN E     -   641,410.       87,570.      MT  (+/- 180 meters Scaled)
 MD1023
 MD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL996422(NAD 83)
 MD1023
 MD1023                          SUPERSEDED SURVEY CONTROL
 MD1023
 MD1023  NGVD 29 (??/??/92)  246.734  (m)          809.49   (f) ADJ UNCH    1 2
 MD1023
 MD1023.Superseded values are not recommended for survey control.
 MD1023
 MD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1023.See file dsdata.pdf to determine how the superseded data were derived.
 MD1023
 MD1023_MARKER: DB = BENCH MARK DISK
 MD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1023_STAMPING: H 182 1946
 MD1023_MARK LOGO: CGS
 MD1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1023+STABILITY: SURFACE MOTION
 MD1023
 MD1023  HISTORY     - Date     Condition        Report By
 MD1023  HISTORY     - 1946     MONUMENTED       CGS
 MD1023
 MD1023                          STATION DESCRIPTION
 MD1023
 MD1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1023'2.8 MI NW FROM NORTH MANCHESTER.
 MD1023'2.8 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1023'STATION AT NORTH MANCHESTER, ABOUT 150 YARDS SOUTH OF BRIDGE NO.
 MD1023'206, SET AT A DIRT ROAD CROSSING, 30 FEET NORTHEAST OF THE NORTHEAST
 MD1023'RAIL, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 MD1023'SOUTHWEST OF A 6 INCH CONCRETE CORNER FENCE POST, 4 FEET SOUTHEAST
 MD1023'OF THE FIRST POLE SOUTHEAST OF POLE 96/15, IN LINE WITH THE ROW
 MD1023'OF POLES, ABOUT LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A
 MD1023'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0154 ***********************************************************************
 LB0154  DESIGNATION -  H 183
 LB0154  PID         -  LB0154
 LB0154  STATE/COUNTY-  IN/CASS
 LB0154  COUNTRY     -  US
 LB0154  USGS QUAD   -  TWELVE MILE (2019)
 LB0154
 LB0154                         *CURRENT SURVEY CONTROL
 LB0154  ______________________________________________________________________
 LB0154* NAD 83(1986) POSITION- 40 51 59.     (N) 086 12 19.     (W)   SCALED
 LB0154* NAVD 88 ORTHO HEIGHT -   241.049 (meters)      790.84  (feet) ADJUSTED
 LB0154  ______________________________________________________________________
 LB0154  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LB0154  DYNAMIC HEIGHT  -        240.938 (meters)      790.48  (feet) COMP
 LB0154  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 LB0154
 LB0154  VERT ORDER      -  SECOND    CLASS 0
 LB0154
 LB0154.The horizontal coordinates were scaled from a map and have
 LB0154.an estimated accuracy of +/- 6 seconds.
 LB0154
 LB0154.The orthometric height was determined by differential leveling and
 LB0154.adjusted by the NATIONAL GEODETIC SURVEY
 LB0154.in June 1991.
 LB0154
 LB0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0154.GEOID18 height accuracy estimate available here.
 LB0154
 LB0154.Click photographs - Photos may exist for this station.
 LB0154
 LB0154.The dynamic height is computed by dividing the NAVD 88
 LB0154.geopotential number by the normal gravity value computed on the
 LB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0154.degrees latitude (g = 980.6199 gals.).
 LB0154
 LB0154.The modeled gravity was interpolated from observed gravity values.
 LB0154
 LB0154;                    North         East    Units  Estimated Accuracy
 LB0154;SPC IN E     -   623,860.       54,590.      MT  (+/- 180 meters Scaled)
 LB0154
 LB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL669242(NAD 83)
 LB0154
 LB0154                          SUPERSEDED SURVEY CONTROL
 LB0154
 LB0154  NGVD 29 (??/??/92)  241.167  (m)          791.23   (f) ADJ UNCH    2 0
 LB0154
 LB0154.Superseded values are not recommended for survey control.
 LB0154
 LB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0154.See file dsdata.pdf to determine how the superseded data were derived.
 LB0154
 LB0154_MARKER: DB = BENCH MARK DISK
 LB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0154_STAMPING: H 183 1946
 LB0154_MARK LOGO: CGS
 LB0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0154+STABILITY: SURFACE MOTION
 LB0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0154+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 LB0154
 LB0154  HISTORY     - Date     Condition        Report By
 LB0154  HISTORY     - 1946     MONUMENTED       CGS
 LB0154  HISTORY     - 19870730 GOOD             NGS
 LB0154  HISTORY     - 1989     GOOD             USPSQD
 LB0154  HISTORY     - 20071119 GOOD             BFSINC
 LB0154
 LB0154                          STATION DESCRIPTION
 LB0154
 LB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0154'1 MI E FROM TWELVE MILE.
 LB0154'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL
 LB0154'AT TWELVE MILE, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION
 LB0154'OF A NORTH-SOUTH GRAVEL ROAD, 127 FEET EAST AND ACROSS THE
 LB0154'NORTH-SOUTH ROAD FROM THE SOUTHEAST CORNER OF A TWO STORY
 LB0154'BROWN HOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0154'31 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET
 LB0154'WEST OF A POWER POLE, 1.5 FEET SOUTHWEST OF A FENCE LINE, ABOUT
 LB0154'1.5 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 LB0154'POST PROJECTING 6 INCHES.
 LB0154
 LB0154                          STATION RECOVERY (1987)
 LB0154
 LB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0154'FROM THE POST OFFICE AND RAILROAD CROSSING IN TWELVE MILE, GO EAST ON
 LB0154'STATE ROUTE 16 FOR 1.0 MILE (1.6 KM) TO A CROSSROAD, COUNTY ROUTE 900
 LB0154'E AND THE MARK SET IN THE NORTHEAST QUADRANT OF THIS INTERSECTION,
 LB0154'127.0 FEET (38.7 M) EAST AND ACROSS STREET FROM A WHITE HOUSE, 33.0
 LB0154'FEET (10.1 M) NORTH FROM THE CENTER OF STATE ROUTE 16, 31.0 FEET (9.4
 LB0154'M) EAST FROM THE CENTER OF COUNTY ROUTE 900 E., 19.0 FEET (5.8 M)
 LB0154'WEST FROM A UTILITY POLE AND 1.0 FOOT (0.3 M) SOUTH FROM A WITNESS
 LB0154'POST.
 LB0154
 LB0154                          STATION RECOVERY (1989)
 LB0154
 LB0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0154'RECOVERED IN GOOD CONDITION.
 LB0154
 LB0154                          STATION RECOVERY (2007)
 LB0154
 LB0154'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0224 ***********************************************************************
 ME0224  DESIGNATION -  H 184
 ME0224  PID         -  ME0224
 ME0224  STATE/COUNTY-  IN/KOSCIUSKO
 ME0224  COUNTRY     -  US
 ME0224  USGS QUAD   -  BOURBON (2019)
 ME0224
 ME0224                         *CURRENT SURVEY CONTROL
 ME0224  ______________________________________________________________________
 ME0224* NAD 83(1986) POSITION- 41 16 30.     (N) 086 02 47.     (W)   SCALED
 ME0224* NAVD 88 ORTHO HEIGHT -   249.174 (meters)      817.50  (feet) ADJUSTED
 ME0224  ______________________________________________________________________
 ME0224  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 ME0224  DYNAMIC HEIGHT  -        249.070 (meters)      817.16  (feet) COMP
 ME0224  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0224
 ME0224  VERT ORDER      -  FIRST     CLASS I
 ME0224
 ME0224.The horizontal coordinates were scaled from a map and have
 ME0224.an estimated accuracy of +/- 6 seconds.
 ME0224
 ME0224.The orthometric height was determined by differential leveling and
 ME0224.adjusted by the NATIONAL GEODETIC SURVEY
 ME0224.in April 1995.
 ME0224
 ME0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0224.GEOID18 height accuracy estimate available here.
 ME0224
 ME0224.Click photographs - Photos may exist for this station.
 ME0224
 ME0224.The dynamic height is computed by dividing the NAVD 88
 ME0224.geopotential number by the normal gravity value computed on the
 ME0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0224.degrees latitude (g = 980.6199 gals.).
 ME0224
 ME0224.The modeled gravity was interpolated from observed gravity values.
 ME0224
 ME0224;                    North         East    Units  Estimated Accuracy
 ME0224;SPC IN E     -   669,170.       68,190.      MT  (+/- 180 meters Scaled)
 ME0224
 ME0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL798697(NAD 83)
 ME0224
 ME0224                          SUPERSEDED SURVEY CONTROL
 ME0224
 ME0224  NAVD 88 (06/15/91)  249.179  (m)          817.51   (f) SUPERSEDED  1 1
 ME0224  NGVD 29 (01/19/93)  249.310  (m)          817.94   (f) ADJUSTED    1 1
 ME0224  NGVD 29 (??/??/92)  249.310  (m)          817.94   (f) SUPERSEDED  1 1
 ME0224
 ME0224.Superseded values are not recommended for survey control.
 ME0224
 ME0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0224.See file dsdata.pdf to determine how the superseded data were derived.
 ME0224
 ME0224_MARKER: DB = BENCH MARK DISK
 ME0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0224_SP_SET: ELEVATOR
 ME0224_STAMPING: H 184 1946
 ME0224_MARK LOGO: CGS
 ME0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0224+STABILITY: SURFACE MOTION
 ME0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0224+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0224
 ME0224  HISTORY     - Date     Condition        Report By
 ME0224  HISTORY     - 1946     MONUMENTED       CGS
 ME0224  HISTORY     - 1968     GOOD             CGS
 ME0224  HISTORY     - 1983     GOOD             USPSQD
 ME0224  HISTORY     - 19920909 GOOD             NGS
 ME0224
 ME0224                          STATION DESCRIPTION
 ME0224
 ME0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0224'AT ETNA GREEN.
 ME0224'AT ETNA GREEN, ALONG THE PENN CENTRAL RAILROAD, 98 1/2 FEET SOUTH
 ME0224'OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 19 AND THE EASTBOUND
 ME0224'TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF THE NORTH CORNER
 ME0224'OF THE CONCRETE FOUNDATION TO THE NORTHWEST WING OF A LARGE GRAIN
 ME0224'ELEVATOR, 61.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND
 ME0224'TRACK, 9.9 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 1.4
 ME0224'FEET ABOVE THE BRICK PARKING AREA AND LEVEL WITH THE TRACK.  SEC
 ME0224'27, T 33 N, R 4 E.
 ME0224
 ME0224                          STATION RECOVERY (1983)
 ME0224
 ME0224'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0224'MARK IS SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 ME0224'FOUNDATION OF THE GRAIN ELEVATOR AND HAS BEEN COVERED BY 3-INCHES OF
 ME0224'PLASTIC INSULATION.
 ME0224
 ME0224                          STATION RECOVERY (1992)
 ME0224
 ME0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0224'IN ETNA GREEN, AT THE INTERSECTION OF WALNUT STREET AND THE CONRAIL
 ME0224'RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 ME0224'FOUNDATION FOR THE ETNA ELEVATOR COMPANY ELEVATOR, 18.6 M (61.0 FT)
 ME0224'SOUTHWEST OF THE NEAR RAIL, 15.7 M (51.5 FT) EAST OF THE STREET
 ME0224'CENTER, 3.0 M (9.8 FT) SOUTHWEST OF THE NORTH CORNER OF THE ELEVATOR,
 ME0224'AND 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1301 ***********************************************************************
 LA1301  DESIGNATION -  H 185
 LA1301  PID         -  LA1301
 LA1301  STATE/COUNTY-  IN/MADISON
 LA1301  COUNTRY     -  US
 LA1301  USGS QUAD   -  ALEXANDRIA (2019)
 LA1301
 LA1301                         *CURRENT SURVEY CONTROL
 LA1301  ______________________________________________________________________
 LA1301* NAD 83(1986) POSITION- 40 16 39.93   (N) 085 40 14.91   (W)   HD_HELD1
 LA1301* NAVD 88 ORTHO HEIGHT -   269.449 (meters)      884.02  (feet) ADJUSTED
 LA1301  ______________________________________________________________________
 LA1301  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 LA1301  DYNAMIC HEIGHT  -        269.308 (meters)      883.55  (feet) COMP
 LA1301  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 LA1301
 LA1301  VERT ORDER      -  FIRST     CLASS II
 LA1301
 LA1301.The horizontal coordinates were determined by differentially corrected
 LA1301.hand held GPS observations or other comparable positioning techniques
 LA1301.and have an estimated accuracy of +/- 3 meters.
 LA1301
 LA1301.The orthometric height was determined by differential leveling and
 LA1301.adjusted by the NATIONAL GEODETIC SURVEY
 LA1301.in June 1991.
 LA1301
 LA1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1301.GEOID18 height accuracy estimate available here.
 LA1301
 LA1301.Click photographs - Photos may exist for this station.
 LA1301
 LA1301.The dynamic height is computed by dividing the NAVD 88
 LA1301.geopotential number by the normal gravity value computed on the
 LA1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1301.degrees latitude (g = 980.6199 gals.).
 LA1301
 LA1301.The modeled gravity was interpolated from observed gravity values.
 LA1301
 LA1301;                    North         East    Units  Estimated Accuracy
 LA1301;SPC IN E     -   558,358.2      99,647.8     MT  (+/- 3 meters HH1 GPS) 
 LA1301
 LA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1300059433(NAD 83)
 LA1301
 LA1301                          SUPERSEDED SURVEY CONTROL
 LA1301
 LA1301  NGVD 29 (??/??/92)  269.593  (m)          884.49   (f) ADJ UNCH    1 2
 LA1301
 LA1301.Superseded values are not recommended for survey control.
 LA1301
 LA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1301.See file dsdata.pdf to determine how the superseded data were derived.
 LA1301
 LA1301_MARKER: DB = BENCH MARK DISK
 LA1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1301_STAMPING: H 185 1946
 LA1301_MARK LOGO: CGS
 LA1301_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1301+STABILITY: SURFACE MOTION
 LA1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1301+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 LA1301
 LA1301  HISTORY     - Date     Condition        Report By
 LA1301  HISTORY     - 1946     MONUMENTED       CGS
 LA1301  HISTORY     - 20070619 GOOD             ACCU
 LA1301  HISTORY     - 20110526 GOOD             INDNR
 LA1301  HISTORY     - 20230920 GOOD             INDOT
 LA1301
 LA1301                          STATION DESCRIPTION
 LA1301
 LA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1301'AT ALEXANDRIA.
 LA1301'AT ALEXANDRIA, ABOUT 0.9 MILE NORTHEAST ALONG THE NEW YORK
 LA1301'CENTRAL RAILROAD FROM THE STATION, AT THE CROSSING OF STATE
 LA1301'HIGHWAY 28, AND IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 LA1301'STATE HIGHWAYS 9 AND 28, 2 POLES SOUTH OF POLE 152/25, 194
 LA1301'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 9, 34 FEET EAST
 LA1301'OF THE EAST RAIL, 38 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 28,
 LA1301'9 FEET SOUTH-SOUTHWEST OF AN 8 INCH CONCRETE FENCE CORNER POST,
 LA1301'2.5 FEET WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE CROSSING,
 LA1301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1301
 LA1301                          STATION RECOVERY (2007)
 LA1301
 LA1301'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1301'RECOVERED IN GOOD CONDITION
 LA1301
 LA1301                          STATION RECOVERY (2011)
 LA1301
 LA1301'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1301'GPS MARGINAL DUE TO BILLBOARD SIGN SOUTH OF MARK
 LA1301
 LA1301                          STATION RECOVERY (2023)
 LA1301
 LA1301'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1092 ***********************************************************************
 MD1092  DESIGNATION -  H 186
 MD1092  PID         -  MD1092
 MD1092  STATE/COUNTY-  IN/WHITLEY
 MD1092  COUNTRY     -  US
 MD1092  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1092
 MD1092                         *CURRENT SURVEY CONTROL
 MD1092  ______________________________________________________________________
 MD1092* NAD 83(1986) POSITION- 41 04 33.     (N) 085 34 52.     (W)   SCALED
 MD1092* NAVD 88 ORTHO HEIGHT -   256.052 (meters)      840.06  (feet) ADJUSTED
 MD1092  ______________________________________________________________________
 MD1092  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 MD1092  DYNAMIC HEIGHT  -        255.941 (meters)      839.70  (feet) COMP
 MD1092  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 MD1092
 MD1092  VERT ORDER      -  SECOND    CLASS 0
 MD1092
 MD1092.The horizontal coordinates were scaled from a map and have
 MD1092.an estimated accuracy of +/- 6 seconds.
 MD1092
 MD1092.The orthometric height was determined by differential leveling and
 MD1092.adjusted by the NATIONAL GEODETIC SURVEY
 MD1092.in June 1991.
 MD1092
 MD1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1092.GEOID18 height accuracy estimate available here.
 MD1092
 MD1092.Click photographs - Photos may exist for this station.
 MD1092
 MD1092.The dynamic height is computed by dividing the NAVD 88
 MD1092.geopotential number by the normal gravity value computed on the
 MD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1092.degrees latitude (g = 980.6199 gals.).
 MD1092
 MD1092.The modeled gravity was interpolated from observed gravity values.
 MD1092
 MD1092;                    North         East    Units  Estimated Accuracy
 MD1092;SPC IN E     -   646,980.      107,190.      MT  (+/- 180 meters Scaled)
 MD1092
 MD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL191481(NAD 83)
 MD1092
 MD1092                          SUPERSEDED SURVEY CONTROL
 MD1092
 MD1092  NGVD 29 (??/??/92)  256.190  (m)          840.52   (f) ADJ UNCH    2 0
 MD1092
 MD1092.Superseded values are not recommended for survey control.
 MD1092
 MD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1092.See file dsdata.pdf to determine how the superseded data were derived.
 MD1092
 MD1092_MARKER: DB = BENCH MARK DISK
 MD1092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1092_SP_SET: CULVERT HEADWALL
 MD1092_STAMPING: H 186 1946
 MD1092_MARK LOGO: CGS
 MD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1092+STABILITY: SURFACE MOTION
 MD1092
 MD1092  HISTORY     - Date     Condition        Report By
 MD1092  HISTORY     - 1946     MONUMENTED       CGS
 MD1092  HISTORY     - 1961     GOOD             CGS
 MD1092
 MD1092                          STATION DESCRIPTION
 MD1092
 MD1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1092'2.8 MI E FROM SOUTH WHITLEY.
 MD1092'ABOUT 2.75 MILES SE AND E ALONG NO. 14 INDIANA HIGHWAY FROM ITS
 MD1092'JUNCTION WITH NO. 5 INDIANA HWY. AT THE S END OF STATE STREET
 MD1092'IN SOUTH WHITLEY, AT CROSSROADS, 170 FEET E OF CENTER LINE OF
 MD1092'NO. 475 W GRAVEL COUNTY ROAD, 22 FEET S OF CENTER LINE OF 20-FOOT
 MD1092'ASPHALT HWY. PAVEMENT, 0.2 FOOT LOWER THAN SAME, IN DRILL HOLE
 MD1092'1.2 FEET W OF E END OF CONCRETE HEADWALL OF 15-INCH METAL PIPE
 MD1092'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1720 ***********************************************************************
 LA1720  HT_MOD      -  This is a Height Modernization Survey Station.
 LA1720  DESIGNATION -  H 187
 LA1720  PID         -  LA1720
 LA1720  STATE/COUNTY-  IN/HUNTINGTON
 LA1720  COUNTRY     -  US
 LA1720  USGS QUAD   -  BIPPUS (2019)
 LA1720
 LA1720                         *CURRENT SURVEY CONTROL
 LA1720  ______________________________________________________________________
 LA1720* NAD 83(2011) POSITION- 40 54 55.24474(N) 085 37 22.33582(W)   ADJUSTED
 LA1720* NAD 83(2011) ELLIP HT-   218.811 (meters)        (09/21/23)   ADJUSTED
 LA1720* NAD 83(2011) EPOCH   -  2010.00
 LA1720* NAVD 88 ORTHO HEIGHT -   252.83  (meters)      829.5   (feet) GPS OBS
 LA1720  ______________________________________________________________________
 LA1720  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 LA1720  NAD 83(2011) X  -    368,395.382 (meters)                     COMP
 LA1720  NAD 83(2011) Y  - -4,812,840.121 (meters)                     COMP
 LA1720  NAD 83(2011) Z  -  4,155,466.844 (meters)                     COMP
 LA1720  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 LA1720
 LA1720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1720  Standards:
 LA1720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1720  -------------------------------------------------------------------
 LA1720  NETWORK    0.57   1.08           0.25   0.21   0.55      0.00681015
 LA1720  -------------------------------------------------------------------
 LA1720  Click here for local accuracies and other accuracy information.
 LA1720
 LA1720.The horizontal coordinates were established by GPS observations
 LA1720.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 LA1720
 LA1720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1720.been affixed to the stable North American tectonic plate. See 
 LA1720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1720
 LA1720.The horizontal coordinates are valid at the epoch date displayed above
 LA1720.which is a decimal equivalence of Year/Month/Day.
 LA1720
 LA1720.The orthometric height was determined by GPS observations and a
 LA1720.high-resolution geoid model using precise GPS observation and
 LA1720.processing techniques.
 LA1720
 LA1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1720.GEOID18 height accuracy estimate available here.
 LA1720
 LA1720.Click photographs - Photos may exist for this station.
 LA1720
 LA1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1720
 LA1720.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1720
 LA1720.The ellipsoidal height was determined by GPS observations
 LA1720.and is referenced to NAD 83.
 LA1720
 LA1720. The following values were computed from the NAD 83(2011) position.
 LA1720
 LA1720;                    North         East     Units Scale Factor Converg.
 LA1720;SPC IN E     -   629,158.318   103,689.339   MT  0.99996683   +0 01 43.3
 LA1720;SPC IN E     - 2,064,163.58    340,187.44   sFT  0.99996683   +0 01 43.3
 LA1720;UTM  16      - 4,530,272.580   615,968.320   MT  0.99976553   +0 54 07.3
 LA1720
 LA1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1720!SPC IN E     -   0.99996568  x   0.99996683  =   0.99993251
 LA1720!UTM  16      -   0.99996568  x   0.99976553  =   0.99973122
 LA1720
 LA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1596830272(NAD 83)
 LA1720
 LA1720                          SUPERSEDED SURVEY CONTROL
 LA1720
 LA1720  NAVD 88 (06/15/91)  252.768  (m)          829.29   (f) ADJUSTED    2 0
 LA1720  NGVD 29 (??/??/92)  252.894  (m)          829.70   (f) ADJ UNCH    2 0
 LA1720
 LA1720.Superseded values are not recommended for survey control.
 LA1720
 LA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1720.See file dsdata.pdf to determine how the superseded data were derived.
 LA1720
 LA1720_MARKER: DB = BENCH MARK DISK
 LA1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1720_STAMPING: H 187 1946
 LA1720_MARK LOGO: CGS
 LA1720_PROJECTION: FLUSH
 LA1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1720+STABILITY: SURFACE MOTION
 LA1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1720+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2018
 LA1720
 LA1720  HISTORY     - Date     Condition        Report By
 LA1720  HISTORY     - 1946     MONUMENTED       CGS
 LA1720  HISTORY     - 20180131 GOOD             INDOT
 LA1720
 LA1720                          STATION DESCRIPTION
 LA1720
 LA1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1720'2.1 MI S FROM BIPPUS.
 LA1720'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1720'RAILROAD STATION AT BIPPUS, IN THE NORTHEAST QUARTER OF THE
 LA1720'INTERSECTION WITH STATE HIGHWAY 16, 133 FEET NORTH OF THE CENTER
 LA1720'LINE OF HIGHWAY 16, 39 FEET EAST OF THE CENTER LINE OF HIGHWAY
 LA1720'105, 103 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 84
 LA1720'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE BARN, 1 1/2
 LA1720'FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE LINE, 1 FOOT
 LA1720'ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 LA1720'PROJECTING ABOUT 6 INCHES.
 LA1720
 LA1720                          STATION RECOVERY (2018)
 LA1720
 LA1720'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA1720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0773 ***********************************************************************
 LA0773  DESIGNATION -  H 188
 LA0773  PID         -  LA0773
 LA0773  STATE/COUNTY-  IN/HUNTINGTON
 LA0773  COUNTRY     -  US
 LA0773  USGS QUAD   -  HUNTINGTON (2019)
 LA0773
 LA0773                         *CURRENT SURVEY CONTROL
 LA0773  ______________________________________________________________________
 LA0773* NAD 83(1986) POSITION- 40 54 22.     (N) 085 28 53.     (W)   SCALED
 LA0773* NAVD 88 ORTHO HEIGHT -   246.968 (meters)      810.26  (feet) ADJUSTED
 LA0773  ______________________________________________________________________
 LA0773  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 LA0773  DYNAMIC HEIGHT  -        246.853 (meters)      809.88  (feet) COMP
 LA0773  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 LA0773
 LA0773  VERT ORDER      -  SECOND    CLASS 0
 LA0773
 LA0773.The horizontal coordinates were scaled from a map and have
 LA0773.an estimated accuracy of +/- 6 seconds.
 LA0773
 LA0773.The orthometric height was determined by differential leveling and
 LA0773.adjusted by the NATIONAL GEODETIC SURVEY
 LA0773.in June 1991.
 LA0773
 LA0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0773.GEOID18 height accuracy estimate available here.
 LA0773
 LA0773.Click photographs - Photos may exist for this station.
 LA0773
 LA0773.The dynamic height is computed by dividing the NAVD 88
 LA0773.geopotential number by the normal gravity value computed on the
 LA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0773.degrees latitude (g = 980.6199 gals.).
 LA0773
 LA0773.The modeled gravity was interpolated from observed gravity values.
 LA0773
 LA0773;                    North         East    Units  Estimated Accuracy
 LA0773;SPC IN E     -   628,150.      115,610.      MT  (+/- 180 meters Scaled)
 LA0773
 LA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL279294(NAD 83)
 LA0773
 LA0773                          SUPERSEDED SURVEY CONTROL
 LA0773
 LA0773  NGVD 29 (??/??/92)  247.107  (m)          810.72   (f) ADJ UNCH    2 0
 LA0773
 LA0773.Superseded values are not recommended for survey control.
 LA0773
 LA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0773.See file dsdata.pdf to determine how the superseded data were derived.
 LA0773
 LA0773_MARKER: DB = BENCH MARK DISK
 LA0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0773_SP_SET: CULVERT HEADWALL
 LA0773_STAMPING: H 188 1946
 LA0773_MARK LOGO: CGS
 LA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0773+STABILITY: SURFACE MOTION
 LA0773
 LA0773  HISTORY     - Date     Condition        Report By
 LA0773  HISTORY     - 1946     MONUMENTED       CGS
 LA0773
 LA0773                          STATION DESCRIPTION
 LA0773
 LA0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0773'2.2 MI N FROM HUNTINGTON.
 LA0773'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY
 LA0773'COURT HOUSE AT HUNTINGTON, IN THE SOUTH END OF THE EAST CONCRETE
 LA0773'HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 100 FEET SOUTH OF
 LA0773'THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING TO A TWO-STORY
 LA0773'STUCCO HOUSE ON THE EAST SIDE OF THE HIGHWAY, AT A TELEPHONE
 LA0773'POLE T 962, 27.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0773'1.3 FOOT NORTH OF THE SOUTH END OF THE HEADWALL, 2 1/2 FEET
 LA0773'BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0782 ***********************************************************************
 LA0782  DESIGNATION -  H 189
 LA0782  PID         -  LA0782
 LA0782  STATE/COUNTY-  IN/ALLEN
 LA0782  COUNTRY     -  US
 LA0782  USGS QUAD   -  OSSIAN (2019)
 LA0782
 LA0782                         *CURRENT SURVEY CONTROL
 LA0782  ______________________________________________________________________
 LA0782* NAD 83(1997) POSITION- 40 59 14.78190(N) 085 11 19.27763(W)   ADJUSTED
 LA0782* NAVD 88 ORTHO HEIGHT -   243.359 (meters)      798.42  (feet) ADJUSTED
 LA0782  ______________________________________________________________________
 LA0782  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 LA0782  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 LA0782  DYNAMIC HEIGHT  -        243.257 (meters)      798.09  (feet) COMP
 LA0782  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 LA0782
 LA0782  HORZ ORDER      -  SECOND
 LA0782  VERT ORDER      -  SECOND    CLASS 0
 LA0782
 LA0782.This mark is at Fort Wayne Int'l Airport (FWA)
 LA0782
 LA0782.The horizontal coordinates were established by classical geodetic methods
 LA0782.and adjusted by the National Geodetic Survey in May 1999.
 LA0782
 LA0782.The orthometric height was determined by differential leveling and
 LA0782.adjusted by the NATIONAL GEODETIC SURVEY
 LA0782.in June 1991.
 LA0782
 LA0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0782.GEOID18 height accuracy estimate available here.
 LA0782
 LA0782.Click photographs - Photos may exist for this station.
 LA0782
 LA0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0782
 LA0782.The dynamic height is computed by dividing the NAVD 88
 LA0782.geopotential number by the normal gravity value computed on the
 LA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0782.degrees latitude (g = 980.6199 gals.).
 LA0782
 LA0782.The modeled gravity was interpolated from observed gravity values.
 LA0782
 LA0782. The following values were computed from the NAD 83(1997) position.
 LA0782
 LA0782;                    North         East     Units Scale Factor Converg.
 LA0782;SPC IN E     -   637,273.382   140,221.163   MT  0.99998657   +0 18 48.6
 LA0782;SPC IN E     - 2,090,787.75    460,042.27   sFT  0.99998657   +0 18 48.6
 LA0782;UTM  16      - 4,538,942.663   652,366.604   MT  0.99988574   +1 11 17.7
 LA0782
 LA0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0782!SPC IN E     -   0.99996705  x   0.99998657  =   0.99995362
 LA0782!UTM  16      -   0.99996705  x   0.99988574  =   0.99985279
 LA0782
 LA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5236638942(NAD 83)
 LA0782
 LA0782                          SUPERSEDED SURVEY CONTROL
 LA0782
 LA0782  NAD 83(1995)-  40 59 14.78264(N)    085 11 19.28282(W) AD(       ) 2
 LA0782  NAD 83(1986)-  40 59 14.78403(N)    085 11 19.29166(W) AD(       ) 2
 LA0782  NAD 27      -  40 59 14.61070(N)    085 11 19.40080(W) AD(       ) 2
 LA0782  NGVD 29 (??/??/92)  243.512  (m)          798.92   (f) ADJ UNCH    2 0
 LA0782  NGVD 29             243.51   (m)          798.9    (f) LEVELING    3  
 LA0782
 LA0782.Superseded values are not recommended for survey control.
 LA0782
 LA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0782.See file dsdata.pdf to determine how the superseded data were derived.
 LA0782
 LA0782_MARKER: DB = BENCH MARK DISK
 LA0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0782_STAMPING: H 189 1946
 LA0782_MARK LOGO: CGS
 LA0782_PROJECTION: FLUSH
 LA0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0782+STABILITY: SURFACE MOTION
 LA0782
 LA0782  HISTORY     - Date     Condition        Report By
 LA0782  HISTORY     - 1946     MONUMENTED       CGS
 LA0782  HISTORY     - 1955     POOR             CGS
 LA0782  HISTORY     - 1974     GOOD             NGS
 LA0782  HISTORY     - 1977     GOOD             NGS
 LA0782  HISTORY     - 1981     GOOD             USGS
 LA0782
 LA0782                          STATION DESCRIPTION
 LA0782
 LA0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0782'STATION IS LOCATED ABOUT 2 MILES SOUTH OF WAYNESDALE IN BAER FIELD
 LA0782'U.S. ARMY AIR BASE.  IT
 LA0782'IS 65 YARDS WEST OF THE SOUTH END OF SIX STREET AND 35 FEET WEST OF A
 LA0782'TELEPHONE POLE.  THE MARK IS A 8 X 8 INCH
 LA0782'CONCRETE POST FLUSH WITH THE GROUND AND HAS A STANDARD
 LA0782'USC AND GS BRONZE DISK STAMPED H 189 1946.  A
 LA0782'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 LA0782'STATION BAER AND THE DISTANCE WAS FOUND TO BE 13.680 METERS.
 LA0782'
 LA0782'THIS IS A TRAVERSE STATION.
 LA0782
 LA0782                          STATION RECOVERY (1955)
 LA0782
 LA0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LA0782'2.5 MI SW FROM WAYNEDALE.
 LA0782'2.5 MILES SOUTHWEST OF WAYNEDALE, ALLEN COUNTY, AT BAER FIELD,
 LA0782'FORT WAYNE MUNICIPAL AIRPORT, 0.1 MILE NORTH-NORTHWEST OF THE
 LA0782'CONTROL TOWER AND TERMINAL BUILDING, 133 FEET WEST OF THE
 LA0782'CENTERLINE OF 6TH STREET, 25 FEET SOUTH OF THE CENTERLINE OF
 LA0782'A STREET, 73 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 LA0782'BUILDING, AND 45 FEET NORTHEAST OF TRIANGULATION STATION BAER 1946.
 LA0782'A STANDARD DISK, STAMPED H 189 1946 AND SET IN THE TOP OF A CONCRETE
 LA0782'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MONUMENT WAS
 LA0782'FOUND IN 1955 FIRMLY FIXED IN GROUND AND NO SIGNS OF TAMPERING.
 LA0782'NOTE-- A REPORT WAS RECEIVED FROM R.G. HOLLAND IN OCTOBER 1951
 LA0782'THAT THE MONUMENT IS NOW LOCATED IN A PARKING AREA FOR CARS AND IS
 LA0782'SUSCEPTABLE TO BEING DISTURBED.
 LA0782
 LA0782                          STATION RECOVERY (1974)
 LA0782
 LA0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA0782'RECOVERED IN GOOD CONDITION.
 LA0782
 LA0782                          STATION RECOVERY (1977)
 LA0782
 LA0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 LA0782'RECOVERED IN GOOD CONDITION.
 LA0782'
 LA0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE
 LA0782'MUNICIPAL AIRPORT.
 LA0782
 LA0782                          STATION RECOVERY (1981)
 LA0782
 LA0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LA0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0898 ***********************************************************************
 ME0898  DESIGNATION -  H 19
 ME0898  PID         -  ME0898
 ME0898  STATE/COUNTY-  IN/LA PORTE
 ME0898  COUNTRY     -  US
 ME0898  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0898
 ME0898                         *CURRENT SURVEY CONTROL
 ME0898  ______________________________________________________________________
 ME0898* NAD 83(1986) POSITION- 41 41 02.     (N) 086 48 06.     (W)   SCALED
 ME0898* NAVD 88 ORTHO HEIGHT -   205.776 (meters)      675.12  (feet) ADJUSTED
 ME0898  ______________________________________________________________________
 ME0898  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 ME0898  DYNAMIC HEIGHT  -        205.697 (meters)      674.86  (feet) COMP
 ME0898  MODELED GRAVITY -    980,237.2   (mgal)                       NAVD 88
 ME0898
 ME0898  VERT ORDER      -  SECOND    CLASS 0
 ME0898
 ME0898.The horizontal coordinates were scaled from a map and have
 ME0898.an estimated accuracy of +/- 6 seconds.
 ME0898
 ME0898.The orthometric height was determined by differential leveling and
 ME0898.adjusted by the NATIONAL GEODETIC SURVEY
 ME0898.in June 1991.
 ME0898
 ME0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0898.GEOID18 height accuracy estimate available here.
 ME0898
 ME0898.Click photographs - Photos may exist for this station.
 ME0898
 ME0898.The dynamic height is computed by dividing the NAVD 88
 ME0898.geopotential number by the normal gravity value computed on the
 ME0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0898.degrees latitude (g = 980.6199 gals.).
 ME0898
 ME0898.The modeled gravity was interpolated from observed gravity values.
 ME0898
 ME0898;                    North         East    Units  Estimated Accuracy
 ME0898;SPC IN W     -   714,550.      923,450.      MT  (+/- 180 meters Scaled)
 ME0898
 ME0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM165146(NAD 83)
 ME0898
 ME0898                          SUPERSEDED SURVEY CONTROL
 ME0898
 ME0898  NGVD 29 (??/??/92)  205.884  (m)          675.47   (f) ADJ UNCH    2 0
 ME0898
 ME0898.Superseded values are not recommended for survey control.
 ME0898
 ME0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0898.See file dsdata.pdf to determine how the superseded data were derived.
 ME0898
 ME0898_MARKER: DB = BENCH MARK DISK
 ME0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0898_STAMPING: H 19 1934
 ME0898_MARK LOGO: CGS
 ME0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0898+STABILITY: SURFACE MOTION
 ME0898
 ME0898  HISTORY     - Date     Condition        Report By
 ME0898  HISTORY     - 1934     MONUMENTED       CGS
 ME0898  HISTORY     - 1958     POOR             USGS
 ME0898
 ME0898                          STATION DESCRIPTION
 ME0898
 ME0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0898'5.8 MI SE FROM MICHIGAN CITY.
 ME0898'5.8 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 ME0898'RAILROAD FROM THE STATION AT MICHIGAN CITY, LA PORTE COUNTY,
 ME0898'0.2 MILE NORTHWEST OF MILEPOST M 6, IN THE EAST ANGLE OF THE
 ME0898'CROSSING OF A COUNTY GRAVEL ROAD, 14 YARDS NORTHEAST OF THE
 ME0898'NORTHEAST RAIL, 14 YARDS SOUTHEAST OF THE CENTERLINE OF THE
 ME0898'ROAD, AT A FENCE LINE, AND ABOUT 6 INCHES LOWER THAN THE BASE
 ME0898'OF THE RAIL.  A STANDARD DISK, STAMPED H 19 1934 AND SET IN THE
 ME0898'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ME0898
 ME0898                          STATION RECOVERY (1958)
 ME0898
 ME0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0898'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1875 ***********************************************************************
 LA1875  DESIGNATION -  H 191
 LA1875  PID         -  LA1875
 LA1875  STATE/COUNTY-  IN/MIAMI
 LA1875  COUNTRY     -  US
 LA1875  USGS QUAD   -  AMBOY (2019)
 LA1875
 LA1875                         *CURRENT SURVEY CONTROL
 LA1875  ______________________________________________________________________
 LA1875* NAD 83(1986) POSITION- 40 34 43.     (N) 085 58 36.     (W)   SCALED
 LA1875* NAVD 88 ORTHO HEIGHT -   253.810 (meters)      832.71  (feet) ADJUSTED
 LA1875  ______________________________________________________________________
 LA1875  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 LA1875  DYNAMIC HEIGHT  -        253.682 (meters)      832.29  (feet) COMP
 LA1875  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 LA1875
 LA1875  VERT ORDER      -  SECOND    CLASS 0
 LA1875
 LA1875.The horizontal coordinates were scaled from a map and have
 LA1875.an estimated accuracy of +/- 6 seconds.
 LA1875
 LA1875.The orthometric height was determined by differential leveling and
 LA1875.adjusted by the NATIONAL GEODETIC SURVEY
 LA1875.in June 1991.
 LA1875
 LA1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1875.GEOID18 height accuracy estimate available here.
 LA1875
 LA1875.Click photographs - Photos may exist for this station.
 LA1875
 LA1875.The dynamic height is computed by dividing the NAVD 88
 LA1875.geopotential number by the normal gravity value computed on the
 LA1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1875.degrees latitude (g = 980.6199 gals.).
 LA1875
 LA1875.The modeled gravity was interpolated from observed gravity values.
 LA1875
 LA1875;                    North         East    Units  Estimated Accuracy
 LA1875;SPC IN E     -   591,810.       73,750.      MT  (+/- 180 meters Scaled)
 LA1875
 LA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK866924(NAD 83)
 LA1875
 LA1875                          SUPERSEDED SURVEY CONTROL
 LA1875
 LA1875  NGVD 29 (??/??/92)  253.935  (m)          833.12   (f) ADJ UNCH    2 0
 LA1875
 LA1875.Superseded values are not recommended for survey control.
 LA1875
 LA1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1875.See file dsdata.pdf to determine how the superseded data were derived.
 LA1875
 LA1875_MARKER: DB = BENCH MARK DISK
 LA1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1875_STAMPING: H 191 1946
 LA1875_MARK LOGO: CGS
 LA1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1875+STABILITY: SURFACE MOTION
 LA1875
 LA1875  HISTORY     - Date     Condition        Report By
 LA1875  HISTORY     - 1946     MONUMENTED       CGS
 LA1875
 LA1875                          STATION DESCRIPTION
 LA1875
 LA1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1875'3.6 MI E FROM WAWPECONG.
 LA1875'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 18 FROM THE UNITED
 LA1875'BRETHREN CHURCH AT WAWPECONG, SET IN THE NORTHEAST QUARTER OF THE
 LA1875'INTERSECTION OF A GRAVEL ROAD, 39 FEET NORTH OF THE CENTER LINE OF
 LA1875'THE HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1875'15 FEET EAST OF A FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE
 LA1875'LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 LA1875'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1811 ***********************************************************************
 LA1811  DESIGNATION -  H 192
 LA1811  PID         -  LA1811
 LA1811  STATE/COUNTY-  IN/MIAMI
 LA1811  COUNTRY     -  US
 LA1811  USGS QUAD   -  PEORIA (2019)
 LA1811
 LA1811                         *CURRENT SURVEY CONTROL
 LA1811  ______________________________________________________________________
 LA1811* NAD 83(1986) POSITION- 40 39 54.     (N) 085 59 13.     (W)   SCALED
 LA1811* NAVD 88 ORTHO HEIGHT -   244.148 (meters)      801.01  (feet) ADJUSTED
 LA1811  ______________________________________________________________________
 LA1811  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 LA1811  DYNAMIC HEIGHT  -        244.027 (meters)      800.61  (feet) COMP
 LA1811  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 LA1811
 LA1811  VERT ORDER      -  SECOND    CLASS 0
 LA1811
 LA1811.The horizontal coordinates were scaled from a map and have
 LA1811.an estimated accuracy of +/- 6 seconds.
 LA1811
 LA1811.The orthometric height was determined by differential leveling and
 LA1811.adjusted by the NATIONAL GEODETIC SURVEY
 LA1811.in June 1991.
 LA1811
 LA1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1811.GEOID18 height accuracy estimate available here.
 LA1811
 LA1811.Click photographs - Photos may exist for this station.
 LA1811
 LA1811.The dynamic height is computed by dividing the NAVD 88
 LA1811.geopotential number by the normal gravity value computed on the
 LA1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1811.degrees latitude (g = 980.6199 gals.).
 LA1811
 LA1811.The modeled gravity was interpolated from observed gravity values.
 LA1811
 LA1811;                    North         East    Units  Estimated Accuracy
 LA1811;SPC IN E     -   601,410.       72,920.      MT  (+/- 180 meters Scaled)
 LA1811
 LA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856020(NAD 83)
 LA1811
 LA1811                          SUPERSEDED SURVEY CONTROL
 LA1811
 LA1811  NGVD 29 (??/??/92)  244.273  (m)          801.42   (f) ADJ UNCH    2 0
 LA1811
 LA1811.Superseded values are not recommended for survey control.
 LA1811
 LA1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1811.See file dsdata.pdf to determine how the superseded data were derived.
 LA1811
 LA1811_MARKER: DB = BENCH MARK DISK
 LA1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1811_STAMPING: H 192 1946
 LA1811_MARK LOGO: CGS
 LA1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1811+STABILITY: SURFACE MOTION
 LA1811
 LA1811  HISTORY     - Date     Condition        Report By
 LA1811  HISTORY     - 1946     MONUMENTED       CGS
 LA1811  HISTORY     - 1961     GOOD             CGS
 LA1811
 LA1811                          STATION DESCRIPTION
 LA1811
 LA1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1811'0.6 MI S FROM NEW SANTA FE.
 LA1811'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE CHESAPEAKE
 LA1811'AND OHIO RAILWAY STATION AT NEW SANTA FE, ABOUT 0.9 MILE NORTH OF
 LA1811'THE JUNCTION OF STATE HIGHWAY 218 AT SANTA FE, SET IN THE SOUTHEAST
 LA1811'ANGLE OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 35 FEET EAST
 LA1811'OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF THE CENTER
 LA1811'LINE OF THE ROAD LEADING EAST, 20 FEET NORTH OF TELEPHONE POLE NO.
 LA1811'256, 1 FOOT WEST OF A FENCE LINE, ABOUT 1.5 FEET ABOVE THE HIGHWAY,
 LA1811'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1811
 LA1811                          STATION RECOVERY (1961)
 LA1811
 LA1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0211 ***********************************************************************
 LB0211  DESIGNATION -  H 193
 LB0211  PID         -  LB0211
 LB0211  STATE/COUNTY-  IN/MIAMI
 LB0211  COUNTRY     -  US
 LB0211  USGS QUAD   -  PERU (2019)
 LB0211
 LB0211                         *CURRENT SURVEY CONTROL
 LB0211  ______________________________________________________________________
 LB0211* NAD 83(1986) POSITION- 40 46 07.     (N) 086 01 49.     (W)   SCALED
 LB0211* NAVD 88 ORTHO HEIGHT -   197.712 (meters)      648.66  (feet) ADJUSTED
 LB0211  ______________________________________________________________________
 LB0211  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LB0211  DYNAMIC HEIGHT  -        197.617 (meters)      648.35  (feet) COMP
 LB0211  MODELED GRAVITY -    980,141.7   (mgal)                       NAVD 88
 LB0211
 LB0211  VERT ORDER      -  SECOND    CLASS 0
 LB0211
 LB0211.The horizontal coordinates were scaled from a map and have
 LB0211.an estimated accuracy of +/- 6 seconds.
 LB0211
 LB0211.The orthometric height was determined by differential leveling and
 LB0211.adjusted by the NATIONAL GEODETIC SURVEY
 LB0211.in June 1991.
 LB0211
 LB0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0211.GEOID18 height accuracy estimate available here.
 LB0211
 LB0211.Click photographs - Photos may exist for this station.
 LB0211
 LB0211.The dynamic height is computed by dividing the NAVD 88
 LB0211.geopotential number by the normal gravity value computed on the
 LB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0211.degrees latitude (g = 980.6199 gals.).
 LB0211
 LB0211.The modeled gravity was interpolated from observed gravity values.
 LB0211
 LB0211;                    North         East    Units  Estimated Accuracy
 LB0211;SPC IN E     -   612,930.       69,300.      MT  (+/- 180 meters Scaled)
 LB0211
 LB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818135(NAD 83)
 LB0211
 LB0211                          SUPERSEDED SURVEY CONTROL
 LB0211
 LB0211  NGVD 29 (??/??/92)  197.835  (m)          649.06   (f) ADJ UNCH    2 0
 LB0211
 LB0211.Superseded values are not recommended for survey control.
 LB0211
 LB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0211.See file dsdata.pdf to determine how the superseded data were derived.
 LB0211
 LB0211_MARKER: DB = BENCH MARK DISK
 LB0211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0211_SP_SET: PIPE CULVERT HEADWALL
 LB0211_STAMPING: H 193 1946
 LB0211_MARK LOGO: CGS
 LB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0211+STABILITY: SURFACE MOTION
 LB0211
 LB0211  HISTORY     - Date     Condition        Report By
 LB0211  HISTORY     - 1946     MONUMENTED       CGS
 LB0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0211  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0211
 LB0211                          STATION DESCRIPTION
 LB0211
 LB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0211'2.2 MI E FROM PERU.
 LB0211'ABOUT 2.2 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0211'AT PERU, IN THE SOUTHEAST QUARTER OF A GRAVEL ROAD CROSSING, IN
 LB0211'THE CENTER OF THE TOP OF THE EAST HEADWALL OF A 36-INCH CONCRETE
 LB0211'PIPE CULVERT UNDER THE GRAVEL ROAD, 27 FEET SOUTHWEST OF A
 LB0211'SEMAPHORE, 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TIMBER
 LB0211'BRIDGE ON THE RAILROAD NUMBER 456, 23 FEET SOUTH OF THE SOUTH
 LB0211'RAIL, 11 FEET EAST AND ABOUT LEVEL WITH THE CENTER OF THE GRAVEL
 LB0211'ROAD.
 LB0211
 LB0211                          STATION RECOVERY (1989)
 LB0211
 LB0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0211'MARK NOT FOUND.
 LB0211
 LB0211                          STATION RECOVERY (2005)
 LB0211
 LB0211'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0211'NO HEADWALL VISIBLE, APPEARS THAT NEW PIPES HAVE BEEN PLACED UNDER THE
 LB0211'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1365 ***********************************************************************
 LA1365  DESIGNATION -  H 195
 LA1365  PID         -  LA1365
 LA1365  STATE/COUNTY-  IN/MADISON
 LA1365  COUNTRY     -  US
 LA1365  USGS QUAD   -  POINT ISABEL (2019)
 LA1365
 LA1365                         *CURRENT SURVEY CONTROL
 LA1365  ______________________________________________________________________
 LA1365* NAD 83(1986) POSITION- 40 22 39.40   (N) 085 47 10.95   (W)   HD_HELD1
 LA1365* NAVD 88 ORTHO HEIGHT -   274.375 (meters)      900.18  (feet) ADJUSTED
 LA1365  ______________________________________________________________________
 LA1365  GEOID HEIGHT    -        -34.248 (meters)                     GEOID18
 LA1365  DYNAMIC HEIGHT  -        274.232 (meters)      899.71  (feet) COMP
 LA1365  MODELED GRAVITY -    980,098.0   (mgal)                       NAVD 88
 LA1365
 LA1365  VERT ORDER      -  SECOND    CLASS 0
 LA1365
 LA1365.The horizontal coordinates were determined by differentially corrected
 LA1365.hand held GPS observations or other comparable positioning techniques
 LA1365.and have an estimated accuracy of +/- 3 meters.
 LA1365
 LA1365.The orthometric height was determined by differential leveling and
 LA1365.adjusted by the NATIONAL GEODETIC SURVEY
 LA1365.in June 1991.
 LA1365
 LA1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1365.GEOID18 height accuracy estimate available here.
 LA1365
 LA1365.Click photographs - Photos may exist for this station.
 LA1365
 LA1365.The dynamic height is computed by dividing the NAVD 88
 LA1365.geopotential number by the normal gravity value computed on the
 LA1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1365.degrees latitude (g = 980.6199 gals.).
 LA1365
 LA1365.The modeled gravity was interpolated from observed gravity values.
 LA1365
 LA1365;                    North         East    Units  Estimated Accuracy
 LA1365;SPC IN E     -   569,452.4      89,834.5     MT  (+/- 3 meters HH1 GPS) 
 LA1365
 LA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0302370376(NAD 83)
 LA1365
 LA1365                          SUPERSEDED SURVEY CONTROL
 LA1365
 LA1365  NGVD 29 (??/??/92)  274.508  (m)          900.62   (f) ADJ UNCH    2 0
 LA1365
 LA1365.Superseded values are not recommended for survey control.
 LA1365
 LA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1365.See file dsdata.pdf to determine how the superseded data were derived.
 LA1365
 LA1365_MARKER: DB = BENCH MARK DISK
 LA1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1365_SP_SET: WATER TABLE
 LA1365_STAMPING: H 195 1946
 LA1365_MARK LOGO: CGS
 LA1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1365
 LA1365  HISTORY     - Date     Condition        Report By
 LA1365  HISTORY     - 1946     MONUMENTED       CGS
 LA1365
 LA1365                          STATION DESCRIPTION
 LA1365
 LA1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1365'AT RIGDON.
 LA1365'AT RIGDON, SET VERTICALLY IN THE NORTH FACE OF THE STONE WATER
 LA1365'TABLE OF THE RIGDON METHODIST CHURCH BUILDING, 1 FOOT WEST OF
 LA1365'THE NORTHEAST CORNER, AND 1.9 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0902 ***********************************************************************
 MD0902  DESIGNATION -  H 196 RESET
 MD0902  PID         -  MD0902
 MD0902  STATE/COUNTY-  IN/WHITLEY
 MD0902  COUNTRY     -  US
 MD0902  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0902
 MD0902                         *CURRENT SURVEY CONTROL
 MD0902  ______________________________________________________________________
 MD0902* NAD 83(1986) POSITION- 41 14 52.     (N) 085 27 46.     (W)   SCALED
 MD0902* NAVD 88 ORTHO HEIGHT -   289.46  (meters)      949.7   (feet) RESET
 MD0902  ______________________________________________________________________
 MD0902  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 MD0902  VERT ORDER      -  THIRD
 MD0902
 MD0902.The horizontal coordinates were scaled from a map and have
 MD0902.an estimated accuracy of +/- 6 seconds.
 MD0902
 MD0902.The orthometric height was computed from unverified reset data.
 MD0902
 MD0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0902.GEOID18 height accuracy estimate available here.
 MD0902
 MD0902.Click photographs - Photos may exist for this station.
 MD0902
 MD0902;                    North         East    Units  Estimated Accuracy
 MD0902;SPC IN E     -   666,100.      117,090.      MT  (+/- 180 meters Scaled)
 MD0902
 MD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287674(NAD 83)
 MD0902
 MD0902                          SUPERSEDED SURVEY CONTROL
 MD0902
 MD0902  NGVD 29 (??/??/??)  289.51   (m)          949.8    (f) RESET       3  
 MD0902
 MD0902.Superseded values are not recommended for survey control.
 MD0902
 MD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0902.See file dsdata.pdf to determine how the superseded data were derived.
 MD0902
 MD0902_MARKER: DB = BENCH MARK DISK
 MD0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0902_STAMPING: H 196 RESET 1966
 MD0902_MARK LOGO: CGS
 MD0902_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0902+STABILITY: SURFACE MOTION
 MD0902
 MD0902  HISTORY     - Date     Condition        Report By
 MD0902  HISTORY     - 1966     MONUMENTED       CGS
 MD0902  HISTORY     - 1969     GOOD             INHD
 MD0902
 MD0902                          STATION DESCRIPTION
 MD0902
 MD0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0902'3.4 MI SW FROM MERRIAM.
 MD0902'3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0902'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 0.85 MILE NORTH OF THE
 MD0902'JUNCTION OF STATE HIGHWAY 102 AND THE ST. JOHN U.B. CHURCH, ABOUT
 MD0902'0.15 MILE SOUTH OF A JUNCTION OF A ROAD LEADING EAST, 0.1 MILE
 MD0902'SOUTH OF A DRIVEWAY ON THE WEST SIDE OF THE HIGHWAY, 50 FEET
 MD0902'WEST OF THE CENTER OF STATE HIGHWAY 9, 1.5 FEET SOUTH OF A METAL
 MD0902'WITNESS POST, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MD0902'PROJECTS 3 INCHES.
 MD0902
 MD0902                          STATION RECOVERY (1969)
 MD0902
 MD0902'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0840 ***********************************************************************
 MD0840  DESIGNATION -  H 197
 MD0840  PID         -  MD0840
 MD0840  STATE/COUNTY-  IN/ALLEN
 MD0840  COUNTRY     -  US
 MD0840  USGS QUAD   -  CHURUBUSCO (2019)
 MD0840
 MD0840                         *CURRENT SURVEY CONTROL
 MD0840  ______________________________________________________________________
 MD0840* NAD 83(1986) POSITION- 41 11 14.     (N) 085 18 34.     (W)   SCALED
 MD0840* NAVD 88 ORTHO HEIGHT -   253.046 (meters)      830.20  (feet) ADJUSTED
 MD0840  ______________________________________________________________________
 MD0840  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 MD0840  DYNAMIC HEIGHT  -        252.951 (meters)      829.89  (feet) COMP
 MD0840  MODELED GRAVITY -    980,242.3   (mgal)                       NAVD 88
 MD0840
 MD0840  VERT ORDER      -  SECOND    CLASS 0
 MD0840
 MD0840.The horizontal coordinates were scaled from a map and have
 MD0840.an estimated accuracy of +/- 6 seconds.
 MD0840
 MD0840.The orthometric height was determined by differential leveling and
 MD0840.adjusted by the NATIONAL GEODETIC SURVEY
 MD0840.in June 1991.
 MD0840
 MD0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0840.GEOID18 height accuracy estimate available here.
 MD0840
 MD0840.Click photographs - Photos may exist for this station.
 MD0840
 MD0840.The dynamic height is computed by dividing the NAVD 88
 MD0840.geopotential number by the normal gravity value computed on the
 MD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0840.degrees latitude (g = 980.6199 gals.).
 MD0840
 MD0840.The modeled gravity was interpolated from observed gravity values.
 MD0840
 MD0840;                    North         East    Units  Estimated Accuracy
 MD0840;SPC IN E     -   659,410.      129,970.      MT  (+/- 180 meters Scaled)
 MD0840
 MD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL417609(NAD 83)
 MD0840
 MD0840                          SUPERSEDED SURVEY CONTROL
 MD0840
 MD0840  NGVD 29 (??/??/92)  253.203  (m)          830.72   (f) ADJ UNCH    2 0
 MD0840
 MD0840.Superseded values are not recommended for survey control.
 MD0840
 MD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0840.See file dsdata.pdf to determine how the superseded data were derived.
 MD0840
 MD0840_MARKER: DB = BENCH MARK DISK
 MD0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0840_STAMPING: H 197 1946
 MD0840_MARK LOGO: CGS
 MD0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0840+STABILITY: SURFACE MOTION
 MD0840
 MD0840  HISTORY     - Date     Condition        Report By
 MD0840  HISTORY     - 1946     MONUMENTED       CGS
 MD0840  HISTORY     - 1962     GOOD             CGS
 MD0840
 MD0840                          STATION DESCRIPTION
 MD0840
 MD0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0840'3.2 MI S FROM CHURUBUSCO.
 MD0840'ABOUT 1.8 MILES S LY ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0840'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY
 MD0840'AND MAIN STREETS IN CHURUBUSCO, THENCE 1.4 MILES S ALONG THE
 MD0840'COUNTY LINE ROAD TO CROSSROADS AND THE MARK, ABOUT 1.0 MILES W
 MD0840'OF NO. H 197 BENCH MARK, 47 FEET E OF CENTER LINE OF COUNTY
 MD0840'LINE ROAD, 26 FEET S OF CENTER LINE OF CARROLL ROAD OR NO. 150
 MD0840'N WHITLEY COUNTY ROAD, 0.4 FOOT HIGHER THAN SAME, 1.5 FEET NE
 MD0840'OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0934 ***********************************************************************
 MD0934  DESIGNATION -  H 198
 MD0934  PID         -  MD0934
 MD0934  STATE/COUNTY-  IN/DE KALB
 MD0934  COUNTRY     -  US
 MD0934  USGS QUAD   -  AUBURN (2019)
 MD0934
 MD0934                         *CURRENT SURVEY CONTROL
 MD0934  ______________________________________________________________________
 MD0934* NAD 83(1986) POSITION- 41 20 22.     (N) 085 00 09.     (W)   SCALED
 MD0934* NAVD 88 ORTHO HEIGHT -   261.041 (meters)      856.43  (feet) ADJUSTED
 MD0934  ______________________________________________________________________
 MD0934  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 MD0934  DYNAMIC HEIGHT  -        260.936 (meters)      856.09  (feet) COMP
 MD0934  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 MD0934
 MD0934  VERT ORDER      -  SECOND    CLASS 0
 MD0934
 MD0934.The horizontal coordinates were scaled from a map and have
 MD0934.an estimated accuracy of +/- 6 seconds.
 MD0934
 MD0934.The orthometric height was determined by differential leveling and
 MD0934.adjusted by the NATIONAL GEODETIC SURVEY
 MD0934.in June 1991.
 MD0934
 MD0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0934.GEOID18 height accuracy estimate available here.
 MD0934
 MD0934.Click photographs - Photos may exist for this station.
 MD0934
 MD0934.The dynamic height is computed by dividing the NAVD 88
 MD0934.geopotential number by the normal gravity value computed on the
 MD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0934.degrees latitude (g = 980.6199 gals.).
 MD0934
 MD0934.The modeled gravity was interpolated from observed gravity values.
 MD0934
 MD0934;                    North         East    Units  Estimated Accuracy
 MD0934;SPC IN E     -   676,470.      155,590.      MT  (+/- 180 meters Scaled)
 MD0934
 MD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL671783(NAD 83)
 MD0934
 MD0934                          SUPERSEDED SURVEY CONTROL
 MD0934
 MD0934  NGVD 29 (??/??/92)  261.185  (m)          856.90   (f) ADJ UNCH    2 0
 MD0934
 MD0934.Superseded values are not recommended for survey control.
 MD0934
 MD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0934.See file dsdata.pdf to determine how the superseded data were derived.
 MD0934
 MD0934_MARKER: DB = BENCH MARK DISK
 MD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0934_STAMPING: H 198 1946
 MD0934_MARK LOGO: CGS
 MD0934_PROJECTION: FLUSH
 MD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0934+STABILITY: SURFACE MOTION
 MD0934
 MD0934  HISTORY     - Date     Condition        Report By
 MD0934  HISTORY     - 1946     MONUMENTED       CGS
 MD0934  HISTORY     - 1968     GOOD             INHD
 MD0934
 MD0934                          STATION DESCRIPTION
 MD0934
 MD0934'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0934'3.7 MI SE FROM AUBURN.
 MD0934'ABOUT 0.4 MILE SOUTH ALONG CEDAR ST. FROM THE SOUTHEAST CORNER
 MD0934'OF COURT HOUSE IN AUBURN, THENCE 3.3 MILES SOUTHEAST ON 18 ST.
 MD0934'AND ITS EXTENSION OR CO. RD. 46-A, TO CO. RD. 39 INTERSECTION AND
 MD0934'THE MARK, AN ESTIMATED 100 YRDS. NORTH OF THE GRADE CROSSING OF
 MD0934'THE B. AND O. R.R. 41 FT. NORTHEAST OF ONE ROAD, 1.5 FT. LOWER
 MD0934'THAN SAME, 26 FT. EAST OF THE CENTERLINE OF THE OTHER ROAD, 33
 MD0934'FT. NORTHWEST RAIL OF THE RAILROAD FENCE CORNER POST 6 FT.
 MD0934'SOUTHEAST OF ANOTHER, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0356 ***********************************************************************
 MD0356  DESIGNATION -  H 199
 MD0356  PID         -  MD0356
 MD0356  STATE/COUNTY-  IN/ALLEN
 MD0356  COUNTRY     -  US
 MD0356  USGS QUAD   -  SAINT JOE (2019)
 MD0356
 MD0356                         *CURRENT SURVEY CONTROL
 MD0356  ______________________________________________________________________
 MD0356* NAD 83(1986) POSITION- 41 15 23.     (N) 084 57 11.     (W)   SCALED
 MD0356* NAVD 88 ORTHO HEIGHT -   240.068 (meters)      787.62  (feet) ADJUSTED
 MD0356  ______________________________________________________________________
 MD0356  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 MD0356  DYNAMIC HEIGHT  -        239.972 (meters)      787.31  (feet) COMP
 MD0356  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 MD0356
 MD0356  VERT ORDER      -  SECOND    CLASS 0
 MD0356
 MD0356.The horizontal coordinates were scaled from a map and have
 MD0356.an estimated accuracy of +/- 6 seconds.
 MD0356
 MD0356.The orthometric height was determined by differential leveling and
 MD0356.adjusted by the NATIONAL GEODETIC SURVEY
 MD0356.in June 1991.
 MD0356
 MD0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0356.GEOID18 height accuracy estimate available here.
 MD0356
 MD0356.Click photographs - Photos may exist for this station.
 MD0356
 MD0356.The dynamic height is computed by dividing the NAVD 88
 MD0356.geopotential number by the normal gravity value computed on the
 MD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0356.degrees latitude (g = 980.6199 gals.).
 MD0356
 MD0356.The modeled gravity was interpolated from observed gravity values.
 MD0356
 MD0356;                    North         East    Units  Estimated Accuracy
 MD0356;SPC IN E     -   667,280.      159,810.      MT  (+/- 180 meters Scaled)
 MD0356
 MD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714692(NAD 83)
 MD0356
 MD0356                          SUPERSEDED SURVEY CONTROL
 MD0356
 MD0356  NGVD 29 (??/??/92)  240.216  (m)          788.11   (f) ADJ UNCH    2 0
 MD0356
 MD0356.Superseded values are not recommended for survey control.
 MD0356
 MD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0356.See file dsdata.pdf to determine how the superseded data were derived.
 MD0356
 MD0356_MARKER: DD = SURVEY DISK
 MD0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0356_SP_SET: BRIDGE
 MD0356_STAMPING: H 199 1946
 MD0356_MARK LOGO: INHD
 MD0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0356
 MD0356  HISTORY     - Date     Condition        Report By
 MD0356  HISTORY     - 1946     MONUMENTED       INHD
 MD0356  HISTORY     - 1962     GOOD             CGS
 MD0356
 MD0356                          STATION DESCRIPTION
 MD0356
 MD0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0356'2.4 MI SW FROM SPENCERVILLE.
 MD0356'ABOUT 2.4 MILES SW ALONG NO. 1 INDIANA HWY. FROM THE MAIN CORNER
 MD0356'IN SPENCERVILLE, ABOUT 4.0 MILE NE ALONG SAME HWY. FROM NE
 MD0356'CORNER OF THE CEMETERY IN LEO, ABOUT 0.9 MILE SW OF THE CROSSING
 MD0356'OF THE WABASH RAILWAY, IN THE TOP OF THE E END OF THE W WING
 MD0356'WALL OF 29-FOOT CONCRETE BRIDGE, 29 FEET NW OF CENTER LINE OF
 MD0356'THE HWY., 4.5 FEET LOWER THAN SAME.  THE ABOVE LISTED STAMPING
 MD0356'ON THE MARK WAS DONE BY THE COAST AND GEODETIC PARTY LEVELING
 MD0356'OVER THE MARK IN 1946.  THO THERE ARE PLACES FOR SUCH STAMPING,
 MD0356'IT HAS NOT BEEN STAMPED BY THE STATE HIGHWAY COMMISSION SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0113 ***********************************************************************
 ME0113  DESIGNATION -  H 20
 ME0113  PID         -  ME0113
 ME0113  STATE/COUNTY-  IN/ST JOSEPH
 ME0113  COUNTRY     -  US
 ME0113  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME0113
 ME0113                         *CURRENT SURVEY CONTROL
 ME0113  ______________________________________________________________________
 ME0113* NAD 83(1986) POSITION- 41 39 48.15   (N) 086 14 22.44   (W)   HD_HELD1
 ME0113* NAVD 88 ORTHO HEIGHT -   224.045 (meters)      735.05  (feet) ADJUSTED
 ME0113  ______________________________________________________________________
 ME0113  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME0113  DYNAMIC HEIGHT  -        223.958 (meters)      734.77  (feet) COMP
 ME0113  MODELED GRAVITY -    980,229.3   (mgal)                       NAVD 88
 ME0113
 ME0113  VERT ORDER      -  SECOND    CLASS 0
 ME0113
 ME0113.The horizontal coordinates were determined by differentially corrected
 ME0113.hand held GPS observations or other comparable positioning techniques
 ME0113.and have an estimated accuracy of +/- 3 meters.
 ME0113
 ME0113.The orthometric height was determined by differential leveling and
 ME0113.adjusted by the NATIONAL GEODETIC SURVEY
 ME0113.in June 1991.
 ME0113
 ME0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0113.GEOID18 height accuracy estimate available here.
 ME0113
 ME0113.Click photographs - Photos may exist for this station.
 ME0113
 ME0113.The dynamic height is computed by dividing the NAVD 88
 ME0113.geopotential number by the normal gravity value computed on the
 ME0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0113.degrees latitude (g = 980.6199 gals.).
 ME0113
 ME0113.The modeled gravity was interpolated from observed gravity values.
 ME0113
 ME0113;                    North         East    Units  Estimated Accuracy
 ME0113;SPC IN E     -   712,389.0      52,287.0     MT  (+/- 3 meters HH1 GPS) 
 ME0113
 ME0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6330812681(NAD 83)
 ME0113
 ME0113                          SUPERSEDED SURVEY CONTROL
 ME0113
 ME0113  NGVD 29 (??/??/92)  224.162  (m)          735.44   (f) ADJ UNCH    2 0
 ME0113
 ME0113.Superseded values are not recommended for survey control.
 ME0113
 ME0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0113.See file dsdata.pdf to determine how the superseded data were derived.
 ME0113
 ME0113_MARKER: DB = BENCH MARK DISK
 ME0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0113_SP_SET: ABUTMENT
 ME0113_STAMPING: H 20 1934
 ME0113_MARK LOGO: CGS
 ME0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0113
 ME0113  HISTORY     - Date     Condition        Report By
 ME0113  HISTORY     - 1934     MONUMENTED       CGS
 ME0113  HISTORY     - 1946     GOOD             CGS
 ME0113
 ME0113                          STATION DESCRIPTION
 ME0113
 ME0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0113'0.9 MI E FROM SOUTH BEND.
 ME0113'AT SOUTH BEND, ABOUT 0.9 MILE EAST ALONG THE NEW YORK CENTRAL
 ME0113'RAILROAD FROM THE UNION STATION, AT THE JUNCTION WITH THE GRAND
 ME0113'TRUNK WESTERN RAILROAD, ABOUT 60 YARDS SOUTHWEST OF THE SOUTH
 ME0113'END OF THE SOUTH BEND TOY MANUFACTURING CO., IN THE NORTHWEST
 ME0113'ANGLE OF THE JUNCTION OF KEASEY AND HIGH STREETS, AT THE RAILROAD
 ME0113'BRIDGE OVER HIGH STREET, IN THE TOP OF THE SOUTHWEST ABUTMENT,
 ME0113'6.5 FEET NORTH OF THE SOUTH END OF THE RETAINING WALL, 20
 ME0113'FEET SOUTH OF THE SOUTHERNMOST RAIL, AND ABOUT LEVEL WITH THE
 ME0113'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0336 ***********************************************************************
 MD0336  DESIGNATION -  H 201
 MD0336  PID         -  MD0336
 MD0336  STATE/COUNTY-  IN/DE KALB
 MD0336  COUNTRY     -  US
 MD0336  USGS QUAD   -  BUTLER EAST (2019)
 MD0336
 MD0336                         *CURRENT SURVEY CONTROL
 MD0336  ______________________________________________________________________
 MD0336* NAD 83(1986) POSITION- 41 25 48.     (N) 084 51 10.     (W)   SCALED
 MD0336* NAVD 88 ORTHO HEIGHT -   258.723 (meters)      848.83  (feet) ADJUSTED
 MD0336  ______________________________________________________________________
 MD0336  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD0336  DYNAMIC HEIGHT  -        258.621 (meters)      848.49  (feet) COMP
 MD0336  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 MD0336
 MD0336  VERT ORDER      -  SECOND    CLASS 0
 MD0336
 MD0336.The horizontal coordinates were scaled from a map and have
 MD0336.an estimated accuracy of +/- 6 seconds.
 MD0336
 MD0336.The orthometric height was determined by differential leveling and
 MD0336.adjusted by the NATIONAL GEODETIC SURVEY
 MD0336.in June 1991.
 MD0336
 MD0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0336.GEOID18 height accuracy estimate available here.
 MD0336
 MD0336.Click photographs - Photos may exist for this station.
 MD0336
 MD0336.The dynamic height is computed by dividing the NAVD 88
 MD0336.geopotential number by the normal gravity value computed on the
 MD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0336.degrees latitude (g = 980.6199 gals.).
 MD0336
 MD0336.The modeled gravity was interpolated from observed gravity values.
 MD0336
 MD0336;                    North         East    Units  Estimated Accuracy
 MD0336;SPC IN E     -   686,630.      168,030.      MT  (+/- 180 meters Scaled)
 MD0336
 MD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794887(NAD 83)
 MD0336
 MD0336                          SUPERSEDED SURVEY CONTROL
 MD0336
 MD0336  NGVD 29 (??/??/92)  258.87   (m)          849.3    (f) COMPUTED    2 0
 MD0336
 MD0336.Superseded values are not recommended for survey control.
 MD0336
 MD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0336.See file dsdata.pdf to determine how the superseded data were derived.
 MD0336
 MD0336_MARKER: DB = BENCH MARK DISK
 MD0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0336_SP_SET: BRIDGE
 MD0336_STAMPING: H 201 1946
 MD0336_MARK LOGO: CGS
 MD0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0336
 MD0336  HISTORY     - Date     Condition        Report By
 MD0336  HISTORY     - 1946     MONUMENTED       CGS
 MD0336
 MD0336                          STATION DESCRIPTION
 MD0336
 MD0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0336'1.1 MI E FROM BUTLER.
 MD0336'ABOUT 1.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0336'THE STATION AT BUTLER, ABOUT 80 YARDS EAST OF MILE POST 358, SET
 MD0336'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST WING WALL OF A
 MD0336'28 FOOT CONCRETE BRIDGE ON U.S. HIGHWAY 6, OPPOSITE RAILROAD
 MD0336'BRIDGE NO. 109, 82 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MD0336'TRACK, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 MD0336'SOUTH OF THE SOUTH CONCRETE BANISTER OF THE BRIDGE, AND ABOUT
 MD0336'LEVEL WITH THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING
 MD0336'ABOUT 0.85 MILE EAST ALONG U.S. HIGHWAY 6 FROM ITS INTERSECTION
 MD0336'WITH STATE HIGHWAY 1 AT BUTLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1753 ***********************************************************************
 LA1753  DESIGNATION -  H 202
 LA1753  PID         -  LA1753
 LA1753  STATE/COUNTY-  IN/HUNTINGTON
 LA1753  COUNTRY     -  US
 LA1753  USGS QUAD   -  ANDREWS (2019)
 LA1753
 LA1753                         *CURRENT SURVEY CONTROL
 LA1753  ______________________________________________________________________
 LA1753* NAD 83(1986) POSITION- 40 48 51.     (N) 085 30 28.     (W)   SCALED
 LA1753* NAVD 88 ORTHO HEIGHT -   250.224 (meters)      820.94  (feet) ADJUSTED
 LA1753  ______________________________________________________________________
 LA1753  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 LA1753  DYNAMIC HEIGHT  -        250.105 (meters)      820.55  (feet) COMP
 LA1753  MODELED GRAVITY -    980,140.8   (mgal)                       NAVD 88
 LA1753
 LA1753  VERT ORDER      -  SECOND    CLASS 0
 LA1753
 LA1753.The horizontal coordinates were scaled from a map and have
 LA1753.an estimated accuracy of +/- 6 seconds.
 LA1753
 LA1753.The orthometric height was determined by differential leveling and
 LA1753.adjusted by the NATIONAL GEODETIC SURVEY
 LA1753.in June 1991.
 LA1753
 LA1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1753.GEOID18 height accuracy estimate available here.
 LA1753
 LA1753.Click photographs - Photos may exist for this station.
 LA1753
 LA1753.The dynamic height is computed by dividing the NAVD 88
 LA1753.geopotential number by the normal gravity value computed on the
 LA1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1753.degrees latitude (g = 980.6199 gals.).
 LA1753
 LA1753.The modeled gravity was interpolated from observed gravity values.
 LA1753
 LA1753;                    North         East    Units  Estimated Accuracy
 LA1753;SPC IN E     -   617,930.      113,410.      MT  (+/- 180 meters Scaled)
 LA1753
 LA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258191(NAD 83)
 LA1753
 LA1753                          SUPERSEDED SURVEY CONTROL
 LA1753
 LA1753  NGVD 29 (??/??/92)  250.359  (m)          821.39   (f) ADJ UNCH    2 0
 LA1753
 LA1753.Superseded values are not recommended for survey control.
 LA1753
 LA1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1753.See file dsdata.pdf to determine how the superseded data were derived.
 LA1753
 LA1753_MARKER: DB = BENCH MARK DISK
 LA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1753_STAMPING: H 202 1946
 LA1753_MARK LOGO: CGS
 LA1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1753+STABILITY: SURFACE MOTION
 LA1753
 LA1753  HISTORY     - Date     Condition        Report By
 LA1753  HISTORY     - 1946     MONUMENTED       CGS
 LA1753  HISTORY     - 1965     GOOD             CGS
 LA1753  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 LA1753
 LA1753                          STATION DESCRIPTION
 LA1753
 LA1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1753'5.2 MI S FROM HUNTINGTON.
 LA1753'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 9 AND 37 FROM THE
 LA1753'COURT HOUSE AT HUNTINGTON, THENCE ABOUT 2.9 MILES SOUTH ALONG
 LA1753'STATE HIGHWAY 221, ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY
 LA1753'221 FROM THE CEMETERY AT LANCASTER, 2.0 MILES NORTH OF THE
 LA1753'LANCASTER TOWNSHIP SCHOOL, AT AN EAST-WEST CROSSROAD, 32.5 FEET
 LA1753'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE
 LA1753'CENTER LINE OF THE CROSSROAD, 20 FEET NORTH OF THE FENCE CORNER,
 LA1753'1 FOOT WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LA1753'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1753
 LA1753                          STATION RECOVERY (1965)
 LA1753
 LA1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1753'RECOVERED IN GOOD CONDITION.
 LA1753
 LA1753                          STATION RECOVERY (1980)
 LA1753
 LA1753'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LA1753'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1412 ***********************************************************************
 LA1412  DESIGNATION -  H 203
 LA1412  PID         -  LA1412
 LA1412  STATE/COUNTY-  IN/GRANT
 LA1412  COUNTRY     -  US
 LA1412  USGS QUAD   -  GAS CITY (2019)
 LA1412
 LA1412                         *CURRENT SURVEY CONTROL
 LA1412  ______________________________________________________________________
 LA1412* NAD 83(1986) POSITION- 40 28 26.     (N) 085 30 33.     (W)   SCALED
 LA1412* NAVD 88 ORTHO HEIGHT -   279.334 (meters)      916.45  (feet) ADJUSTED
 LA1412  ______________________________________________________________________
 LA1412  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 LA1412  DYNAMIC HEIGHT  -        279.191 (meters)      915.98  (feet) COMP
 LA1412  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 LA1412
 LA1412  VERT ORDER      -  SECOND    CLASS 0
 LA1412
 LA1412.The horizontal coordinates were scaled from a map and have
 LA1412.an estimated accuracy of +/- 6 seconds.
 LA1412
 LA1412.The orthometric height was determined by differential leveling and
 LA1412.adjusted by the NATIONAL GEODETIC SURVEY
 LA1412.in June 1991.
 LA1412
 LA1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1412.GEOID18 height accuracy estimate available here.
 LA1412
 LA1412.Click photographs - Photos may exist for this station.
 LA1412
 LA1412.The dynamic height is computed by dividing the NAVD 88
 LA1412.geopotential number by the normal gravity value computed on the
 LA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1412.degrees latitude (g = 980.6199 gals.).
 LA1412
 LA1412.The modeled gravity was interpolated from observed gravity values.
 LA1412
 LA1412;                    North         East    Units  Estimated Accuracy
 LA1412;SPC IN E     -   580,150.      113,360.      MT  (+/- 180 meters Scaled)
 LA1412
 LA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK263814(NAD 83)
 LA1412
 LA1412                          SUPERSEDED SURVEY CONTROL
 LA1412
 LA1412  NGVD 29 (??/??/92)  279.463  (m)          916.87   (f) ADJ UNCH    2 0
 LA1412
 LA1412.Superseded values are not recommended for survey control.
 LA1412
 LA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1412.See file dsdata.pdf to determine how the superseded data were derived.
 LA1412
 LA1412_MARKER: DB = BENCH MARK DISK
 LA1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1412_SP_SET: CULVERT HEADWALL
 LA1412_STAMPING: H 203 1946
 LA1412_MARK LOGO: CGS
 LA1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1412+STABILITY: SURFACE MOTION
 LA1412
 LA1412  HISTORY     - Date     Condition        Report By
 LA1412  HISTORY     - 1946     MONUMENTED       CGS
 LA1412
 LA1412                          STATION DESCRIPTION
 LA1412
 LA1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1412'0.8 MI W FROM UPLAND.
 LA1412'ABOUT 0.85 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LA1412'STATION AT UPLAND, 0.15 MILE EAST OF MILE POST 146, 0.25 MILE
 LA1412'WEST OF A WOODEN OVERPASS OVER THE RAILROAD, SET IN THE TOP OF
 LA1412'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 3 FOOT STONE
 LA1412'MASONRY CULVERT, 7 FEET NORTH AND ABOUT 1 FOOT BELOW THE NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1980 ***********************************************************************
 LA1980  DESIGNATION -  H 204 RESET
 LA1980  PID         -  LA1980
 LA1980  STATE/COUNTY-  IN/GRANT
 LA1980  COUNTRY     -  US
 LA1980  USGS QUAD   -  FAIRMOUNT (2019)
 LA1980
 LA1980                         *CURRENT SURVEY CONTROL
 LA1980  ______________________________________________________________________
 LA1980* NAD 83(1997) POSITION- 40 25 20.81645(N) 085 40 16.98895(W)   NO CHECK
 LA1980* NAVD 88 ORTHO HEIGHT -   266.66  (+/-2cm)      874.9   (feet) VERTCON3
 LA1980  ______________________________________________________________________
 LA1980  GEOID HEIGHT    -        -34.211 (meters)                     GEOID18
 LA1980  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LA1980  HORZ ORDER      -  THIRD
 LA1980  VERT ORDER      -  THIRD (See Below)
 LA1980
 LA1980.The horizontal coordinates were established by classical geodetic methods
 LA1980.and adjusted by the National Geodetic Survey in May 1999.
 LA1980
 LA1980.No horizontal observational check was made to the station.
 LA1980
 LA1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1980
 LA1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1980.GEOID18 height accuracy estimate available here.
 LA1980
 LA1980.The vertical order pertains to the NGVD 29 superseded value.
 LA1980
 LA1980.Click photographs - Photos may exist for this station.
 LA1980
 LA1980.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1980
 LA1980. The following values were computed from the NAD 83(1997) position.
 LA1980
 LA1980;                    North         East     Units Scale Factor Converg.
 LA1980;SPC IN E     -   574,424.271    99,599.521   MT  0.99996667   -0 00 11.0
 LA1980;SPC IN E     - 1,884,590.30    326,769.43   sFT  0.99996667   -0 00 11.0
 LA1980;UTM  16      - 4,475,494.076   612,709.766   MT  0.99975637   +0 51 41.7
 LA1980
 LA1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1980!SPC IN E     -   0.99996354  x   0.99996667  =   0.99993021
 LA1980!UTM  16      -   0.99996354  x   0.99975637  =   0.99971992
 LA1980
 LA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1270975494(NAD 83)
 LA1980
 LA1980                          SUPERSEDED SURVEY CONTROL
 LA1980
 LA1980  NAD 83(1995)-  40 25 20.81969(N)    085 40 17.00184(W) AD(       ) 3
 LA1980  NAD 83(1986)-  40 25 20.81970(N)    085 40 17.00245(W) AD(       ) 3
 LA1980  NAD 27      -  40 25 20.67798(N)    085 40 17.08877(W) AD(       ) 3
 LA1980  NGVD 29 (08/22/16)  266.80   (m)          875.3    (f) RESET       3  
 LA1980  NGVD 29             266.80   (m)          875.3    (f) LEVELING    3  
 LA1980
 LA1980.Superseded values are not recommended for survey control.
 LA1980
 LA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1980.See file dsdata.pdf to determine how the superseded data were derived.
 LA1980
 LA1980_MARKER: DV = VERTICAL CONTROL DISK
 LA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1980_STAMPING: H 204 RESET 1977
 LA1980_MARK LOGO: NGS
 LA1980_PROJECTION: FLUSH
 LA1980_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1980+STABILITY: SURFACE MOTION
 LA1980
 LA1980  HISTORY     - Date     Condition        Report By
 LA1980  HISTORY     - 1977     MONUMENTED       NGS
 LA1980  HISTORY     - 19860730 GOOD             NGS
 LA1980
 LA1980                          STATION DESCRIPTION
 LA1980
 LA1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LA1980'1.0 MI WEST FROM FAIRMOUNT.
 LA1980'10.0 MILES SOUTH OF MARION, 1.0 MILE WEST OF FAIRMOUNT IN THE
 LA1980'SOUTHEAST ANGLE FORMED BY STATE HIGHWAY 9 AND 26, 41 FEET SOUTH OF
 LA1980'THE CENTERLINE OF HIGHWAY 26, 1 FOOT WEST OF A TELEPHONE POLE, 1
 LA1980'FOOT SOUTHEAST OF A CONCRETE R-O-W MARKER.
 LA1980'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 LA1980'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LA1980
 LA1980                          STATION RECOVERY (1986)
 LA1980
 LA1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LA1980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1399 ***********************************************************************
 LA1399  DESIGNATION -  H 205
 LA1399  PID         -  LA1399
 LA1399  STATE/COUNTY-  IN/HAMILTON
 LA1399  COUNTRY     -  US
 LA1399  USGS QUAD   -  OMEGA (2019)
 LA1399
 LA1399                         *CURRENT SURVEY CONTROL
 LA1399  ______________________________________________________________________
 LA1399* NAD 83(1986) POSITION- 40 12 19.33   (N) 085 58 38.16   (W)   HD_HELD1
 LA1399* NAVD 88 ORTHO HEIGHT -   261.281 (meters)      857.22  (feet) ADJUSTED
 LA1399  ______________________________________________________________________
 LA1399  GEOID HEIGHT    -        -34.281 (meters)                     GEOID18
 LA1399  DYNAMIC HEIGHT  -        261.141 (meters)      856.76  (feet) COMP
 LA1399  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LA1399
 LA1399  VERT ORDER      -  SECOND    CLASS 0
 LA1399
 LA1399.The horizontal coordinates were determined by differentially corrected
 LA1399.hand held GPS observations or other comparable positioning techniques
 LA1399.and have an estimated accuracy of +/- 3 meters.
 LA1399
 LA1399.The orthometric height was determined by differential leveling and
 LA1399.adjusted by the NATIONAL GEODETIC SURVEY
 LA1399.in June 1991.
 LA1399
 LA1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1399.GEOID18 height accuracy estimate available here.
 LA1399
 LA1399.Click photographs - Photos may exist for this station.
 LA1399
 LA1399.The dynamic height is computed by dividing the NAVD 88
 LA1399.geopotential number by the normal gravity value computed on the
 LA1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1399.degrees latitude (g = 980.6199 gals.).
 LA1399
 LA1399.The modeled gravity was interpolated from observed gravity values.
 LA1399
 LA1399;                    North         East    Units  Estimated Accuracy
 LA1399;SPC IN E     -   550,366.7      73,557.2     MT  (+/- 3 meters HH1 GPS) 
 LA1399
 LA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8703851053(NAD 83)
 LA1399
 LA1399                          SUPERSEDED SURVEY CONTROL
 LA1399
 LA1399  NGVD 29 (??/??/92)  261.406  (m)          857.63   (f) ADJ UNCH    2 0
 LA1399
 LA1399.Superseded values are not recommended for survey control.
 LA1399
 LA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1399.See file dsdata.pdf to determine how the superseded data were derived.
 LA1399
 LA1399_MARKER: DB = BENCH MARK DISK
 LA1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1399_STAMPING: H 208 1946
 LA1399_MARK LOGO: CGS
 LA1399_PROJECTION: PROJECTING 3 CENTIMETERS
 LA1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1399+STABILITY: SURFACE MOTION
 LA1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1399+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 LA1399
 LA1399  HISTORY     - Date     Condition        Report By
 LA1399  HISTORY     - 1946     MONUMENTED       CGS
 LA1399  HISTORY     - 20130401 GOOD             USI
 LA1399  HISTORY     - 20220928 GOOD             IN-057
 LA1399
 LA1399                          STATION DESCRIPTION
 LA1399
 LA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1399'7 MI SW FROM HOBBS.
 LA1399'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1399'AT HOBBS, THENCE ABOUT 5.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1399'ABOUT 0.9 MILE SOUTH OF THE TIPTON-HAMILTON COUNTY LINE
 LA1399'CROSSROADS, AT AN EAST-WEST GRAVEL CROSS ROAD, 62 FEET
 LA1399'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 45 FEET WEST
 LA1399'OF THE CENTER CORNER, 16 FEET NORTH OF THE CENTER LINE OF THE
 LA1399'EAST-WEST ROAD, 15.9 FEET EAST OF A 16 INCH WALNUT TREE, 1 FOOT
 LA1399'SOUTH OF THE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LA1399'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1399
 LA1399                          STATION RECOVERY (2013)
 LA1399
 LA1399'RECOVERY NOTE BY USI CONSULTANTS INC 2013 (DJB)
 LA1399'RECOVERED IN GOOD CONDITION.
 LA1399
 LA1399                          STATION RECOVERY (2022)
 LA1399
 LA1399'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1399'ABOUT 1.55 MI (2.49 KM) WEST ALONG STATE HIGHWAY 28 FROM THE
 LA1399'CROSSROADS AT HOBBS, THENCE ABOUT 5.4 MI (8.7 KM) SOUTH ALONG A GRAVEL
 LA1399'ROAD, ABOUT 0.9 MI (1.4 KM) SOUTH OF THE TIPTON-HAMILTON COUNTY LINE
 LA1399'IN NORTHWEST CORNER OF 286TH ST AND RULON ROAD INTERSECTION.  63 FT
 LA1399'(19.2 M) WEST OF THE CENTERLINE OF RULON ROAD, 14.5 FT (4.4 M) NORTH
 LA1399'OF THE CENTERLINE OF 286TH ST. 4.5 FT (1.4 M) NORTH OF EDGE OF
 LA1399'PAVEMENT FOR 286TH ST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0291 ***********************************************************************
 ME0291  DESIGNATION -  H 206
 ME0291  PID         -  ME0291
 ME0291  STATE/COUNTY-  IN/MARSHALL
 ME0291  COUNTRY     -  US
 ME0291  USGS QUAD   -  DONALDSON (2019)
 ME0291
 ME0291                         *CURRENT SURVEY CONTROL
 ME0291  ______________________________________________________________________
 ME0291* NAD 83(1986) POSITION- 41 21 45.     (N) 086 27 17.     (W)   SCALED
 ME0291* NAVD 88 ORTHO HEIGHT -   226.071 (meters)      741.70  (feet) ADJUSTED
 ME0291  ______________________________________________________________________
 ME0291  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME0291  DYNAMIC HEIGHT  -        225.979 (meters)      741.40  (feet) COMP
 ME0291  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 ME0291
 ME0291  VERT ORDER      -  FIRST     CLASS I
 ME0291
 ME0291.The horizontal coordinates were scaled from a map and have
 ME0291.an estimated accuracy of +/- 6 seconds.
 ME0291
 ME0291.The orthometric height was determined by differential leveling and
 ME0291.adjusted by the NATIONAL GEODETIC SURVEY
 ME0291.in April 1995.
 ME0291
 ME0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0291.GEOID18 height accuracy estimate available here.
 ME0291
 ME0291.Click photographs - Photos may exist for this station.
 ME0291
 ME0291.The dynamic height is computed by dividing the NAVD 88
 ME0291.geopotential number by the normal gravity value computed on the
 ME0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0291.degrees latitude (g = 980.6199 gals.).
 ME0291
 ME0291.The modeled gravity was interpolated from observed gravity values.
 ME0291
 ME0291;                    North         East    Units  Estimated Accuracy
 ME0291;SPC IN E     -   679,120.       34,060.      MT  (+/- 180 meters Scaled)
 ME0291
 ME0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL456791(NAD 83)
 ME0291
 ME0291                          SUPERSEDED SURVEY CONTROL
 ME0291
 ME0291  NAVD 88 (06/15/91)  226.066  (m)          741.68   (f) SUPERSEDED  1 1
 ME0291  NGVD 29 (01/19/93)  226.181  (m)          742.06   (f) ADJUSTED    1 1
 ME0291  NGVD 29 (??/??/92)  226.181  (m)          742.06   (f) SUPERSEDED  1 1
 ME0291
 ME0291.Superseded values are not recommended for survey control.
 ME0291
 ME0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0291.See file dsdata.pdf to determine how the superseded data were derived.
 ME0291
 ME0291_MARKER: DB = BENCH MARK DISK
 ME0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0291_SP_SET: HEADWALL
 ME0291_STAMPING: H 206 1946
 ME0291_MARK LOGO: CGS
 ME0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0291+STABILITY: SURFACE MOTION
 ME0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0291+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0291
 ME0291  HISTORY     - Date     Condition        Report By
 ME0291  HISTORY     - 1946     MONUMENTED       CGS
 ME0291  HISTORY     - 1968     GOOD             CGS
 ME0291  HISTORY     - 1984     GOOD             USPSQD
 ME0291  HISTORY     - 1988     GOOD             USPSQD
 ME0291  HISTORY     - 19920907 GOOD             NGS
 ME0291
 ME0291                          STATION DESCRIPTION
 ME0291
 ME0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0291'0.6 MI W FROM DONALDSON.
 ME0291'ABOUT 0.6 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0291'CROSSING OF UNION ROAD AT DONALDSON, ALONG U.S. HIGHWAY 30
 ME0291'(OLD PORTION OF THE HIGHWAY), ABOUT 50 YARDS NORTH OF AND ACROSS
 ME0291'THE OLD HIGHWAY FROM THE TRACK, SET ON THE TOP OF THE EAST END
 ME0291'OF THE NORTH HEAD WALL FOR A 10-FOOT BOX CULVERT FOR BALD DITCH,
 ME0291'34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST
 ME0291'OF THE EAST END OF THE HEAD WALL AND 1 FOOT BELOW THE LEVEL OF
 ME0291'THE HIGHWAY.  SEC 30, T 34N, R 1 E.
 ME0291
 ME0291                          STATION RECOVERY (1984)
 ME0291
 ME0291'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0291'RECOVERED IN GOOD CONDITION.
 ME0291
 ME0291                          STATION RECOVERY (1988)
 ME0291
 ME0291'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNC)
 ME0291'RECOVERED IN GOOD CONDITION.
 ME0291
 ME0291                          STATION RECOVERY (1992)
 ME0291
 ME0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0291'12.7 KM (7.90 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0291'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, IN TOP OF AND 0.5 M
 ME0291'(1.6 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX
 ME0291'CULVERT UNDER OLD HIGHWAY 30, 46.0 NORTH OF THE NEAR RAIL, 10.8 M
 ME0291'(35.4 FT) EAST OF THE CENTER OF A DRIVEWAY, 10.3 M (33.8 FT) NORTH OF
 ME0291'THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 ME0291'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0522 ***********************************************************************
 LB0522  DESIGNATION -  H 207
 LB0522  PID         -  LB0522
 LB0522  STATE/COUNTY-  IN/TIPTON
 LB0522  COUNTRY     -  US
 LB0522  USGS QUAD   -  KEMPTON (2019)
 LB0522
 LB0522                         *CURRENT SURVEY CONTROL
 LB0522  ______________________________________________________________________
 LB0522* NAD 83(1986) POSITION- 40 16 28.     (N) 086 10 03.     (W)   SCALED
 LB0522* NAVD 88 ORTHO HEIGHT -   278.540 (meters)      913.84  (feet) ADJUSTED
 LB0522  ______________________________________________________________________
 LB0522  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 LB0522  DYNAMIC HEIGHT  -        278.388 (meters)      913.34  (feet) COMP
 LB0522  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 LB0522
 LB0522  VERT ORDER      -  SECOND    CLASS 0
 LB0522
 LB0522.The horizontal coordinates were scaled from a map and have
 LB0522.an estimated accuracy of +/- 6 seconds.
 LB0522
 LB0522.The orthometric height was determined by differential leveling and
 LB0522.adjusted by the NATIONAL GEODETIC SURVEY
 LB0522.in June 1991.
 LB0522
 LB0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0522.GEOID18 height accuracy estimate available here.
 LB0522
 LB0522.Click photographs - Photos may exist for this station.
 LB0522
 LB0522.The dynamic height is computed by dividing the NAVD 88
 LB0522.geopotential number by the normal gravity value computed on the
 LB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0522.degrees latitude (g = 980.6199 gals.).
 LB0522
 LB0522.The modeled gravity was interpolated from observed gravity values.
 LB0522
 LB0522;                    North         East    Units  Estimated Accuracy
 LB0522;SPC IN E     -   558,110.       57,410.      MT  (+/- 180 meters Scaled)
 LB0522
 LB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK707585(NAD 83)
 LB0522
 LB0522                          SUPERSEDED SURVEY CONTROL
 LB0522
 LB0522  NGVD 29 (??/??/92)  278.652  (m)          914.21   (f) ADJ UNCH    2 0
 LB0522
 LB0522.Superseded values are not recommended for survey control.
 LB0522
 LB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0522.See file dsdata.pdf to determine how the superseded data were derived.
 LB0522
 LB0522_MARKER: DB = BENCH MARK DISK
 LB0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0522_SP_SET: CULVERT HEADWALL
 LB0522_STAMPING: H 207 1946
 LB0522_MARK LOGO: CGS
 LB0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0522+STABILITY: SURFACE MOTION
 LB0522
 LB0522  HISTORY     - Date     Condition        Report By
 LB0522  HISTORY     - 1946     MONUMENTED       CGS
 LB0522
 LB0522                          STATION DESCRIPTION
 LB0522
 LB0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0522'0.9 MI W FROM TETERSBURG.
 LB0522'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0522'AT TETERSBURG, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A GRAVEL
 LB0522'ROAD LEADING SOUTH, 114 FEET EAST OF THE CENTER LINE OF A DRIVE
 LB0522'WAY LEADING SOUTH TO A FARM, SET IN THE TOP OF THE WEST END OF
 LB0522'THE SOUTH CONCRETE HEAD WALL OF A 14 INCH CONCRETE PIPE CULVERT,
 LB0522'21 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE
 LB0522'HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0467 ***********************************************************************
 LB0467  DESIGNATION -  H 208
 LB0467  PID         -  LB0467
 LB0467  STATE/COUNTY-  IN/TIPTON
 LB0467  COUNTRY     -  US
 LB0467  USGS QUAD   -  KOKOMO EAST (2019)
 LB0467
 LB0467                         *CURRENT SURVEY CONTROL
 LB0467  ______________________________________________________________________
 LB0467* NAD 83(1986) POSITION- 40 22 45.     (N) 086 06 33.     (W)   SCALED
 LB0467* NAVD 88 ORTHO HEIGHT -   270.482 (meters)      887.41  (feet) ADJUSTED
 LB0467  ______________________________________________________________________
 LB0467  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB0467  DYNAMIC HEIGHT  -        270.338 (meters)      886.93  (feet) COMP
 LB0467  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 LB0467
 LB0467  VERT ORDER      -  SECOND    CLASS 0
 LB0467
 LB0467.The horizontal coordinates were scaled from a map and have
 LB0467.an estimated accuracy of +/- 6 seconds.
 LB0467
 LB0467.The orthometric height was determined by differential leveling and
 LB0467.adjusted by the NATIONAL GEODETIC SURVEY
 LB0467.in June 1991.
 LB0467
 LB0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0467.GEOID18 height accuracy estimate available here.
 LB0467
 LB0467.Click photographs - Photos may exist for this station.
 LB0467
 LB0467.The dynamic height is computed by dividing the NAVD 88
 LB0467.geopotential number by the normal gravity value computed on the
 LB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0467.degrees latitude (g = 980.6199 gals.).
 LB0467
 LB0467.The modeled gravity was interpolated from observed gravity values.
 LB0467
 LB0467;                    North         East    Units  Estimated Accuracy
 LB0467;SPC IN E     -   569,710.       62,420.      MT  (+/- 180 meters Scaled)
 LB0467
 LB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK756702(NAD 83)
 LB0467
 LB0467                          SUPERSEDED SURVEY CONTROL
 LB0467
 LB0467  NGVD 29 (??/??/92)  270.599  (m)          887.79   (f) ADJ UNCH    2 0
 LB0467
 LB0467.Superseded values are not recommended for survey control.
 LB0467
 LB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0467.See file dsdata.pdf to determine how the superseded data were derived.
 LB0467
 LB0467_MARKER: DB = BENCH MARK DISK
 LB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0467_STAMPING: H 208 1946
 LB0467_MARK LOGO: CGS
 LB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0467+STABILITY: SURFACE MOTION
 LB0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0467+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2025
 LB0467
 LB0467  HISTORY     - Date     Condition        Report By
 LB0467  HISTORY     - 1946     MONUMENTED       CGS
 LB0467  HISTORY     - 1959     GOOD             CGS
 LB0467  HISTORY     - 20251126 GOOD             IN-159
 LB0467
 LB0467                          STATION DESCRIPTION
 LB0467
 LB0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0467'1.1 MI W FROM SHARPSVILLE.
 LB0467'ABOUT 1.1 MILES WEST ALONG A COUNTY ROAD FROM THE METHODIST
 LB0467'CHURCH AT SHARPSVILLE, ABOUT 0.4 MILE EAST OF THE JUNCTION OF A
 LB0467'NORTH-SOUTH ROAD, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD
 LB0467'LEADING NORTH, 139 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LB0467'OF A WHITE FARM HOUSE ON THE NORTH SIDE OF THE ROAD, 21 FEET
 LB0467'NORTH OF THE CENTER LINE OF THE ROAD, 60 FEET EAST OF A TELEPHONE
 LB0467'POLE AND IN LINE WITH THE ROW OF POLES, 28 FEET WEST OF A 42
 LB0467'INCH TREE, 21 FEET WEST OF A FENCE CORNER POST, ABOUT LEVEL WITH
 LB0467'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0467'6 INCHES.
 LB0467
 LB0467                          STATION RECOVERY (1959)
 LB0467
 LB0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LB0467'RECOVERED IN GOOD CONDITION.
 LB0467
 LB0467                          STATION RECOVERY (2025)
 LB0467
 LB0467'RECOVERY NOTE BY TIPTON COUNTY INDIANA 2025 (JRH)
 LB0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0572 ***********************************************************************
 LB0572  DESIGNATION -  H 209 RESET
 LB0572  PID         -  LB0572
 LB0572  STATE/COUNTY-  IN/HAMILTON
 LB0572  COUNTRY     -  US
 LB0572  USGS QUAD   -  NOBLESVILLE (2019)
 LB0572
 LB0572                         *CURRENT SURVEY CONTROL
 LB0572  ______________________________________________________________________
 LB0572* NAD 83(1986) POSITION- 40 07 00.01   (N) 086 00 47.99   (W)   HD_HELD1
 LB0572* NAVD 88 ORTHO HEIGHT -   252.37  (meters)      828.0   (feet) RESET
 LB0572  ______________________________________________________________________
 LB0572  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LB0572  VERT ORDER      -  THIRD
 LB0572
 LB0572.The horizontal coordinates were determined by differentially corrected
 LB0572.hand held GPS observations or other comparable positioning techniques
 LB0572.and have an estimated accuracy of +/- 3 meters.
 LB0572
 LB0572.The orthometric height was computed from unverified reset data.
 LB0572
 LB0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0572.GEOID18 height accuracy estimate available here.
 LB0572
 LB0572.Click photographs - Photos may exist for this station.
 LB0572
 LB0572;                    North         East    Units  Estimated Accuracy
 LB0572;SPC IN E     -   540,529.3      70,448.4     MT  (+/- 3 meters HH1 GPS) 
 LB0572
 LB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8407941173(NAD 83)
 LB0572
 LB0572                          SUPERSEDED SURVEY CONTROL
 LB0572
 LB0572.No superseded survey control is available for this station.
 LB0572
 LB0572_MARKER: DB = BENCH MARK DISK
 LB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0572_STAMPING: H 209 RESET 1953
 LB0572_MARK LOGO: CGS
 LB0572_PROJECTION: PROJECTING 5 CENTIMETERS
 LB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0572+STABILITY: SURFACE MOTION
 LB0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0572+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 LB0572
 LB0572  HISTORY     - Date     Condition        Report By
 LB0572  HISTORY     - 1953     MONUMENTED       INHD
 LB0572  HISTORY     - 1954     GOOD             CGS
 LB0572  HISTORY     - 20220919 GOOD             IN-057
 LB0572
 LB0572                          STATION DESCRIPTION
 LB0572
 LB0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0572'1.1 MI S FROM CICERO.
 LB0572'1.1 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE HAMILTON COUNTY
 LB0572'STATE BANK AT CICERO, HAMILTON COUNTY, AT THE JUNCTION OF A
 LB0572'GRAVEL ROAD LEADING EAST, 138 FEET SOUTHEAST ACROSS THE HIGHWAY
 LB0572'FROM THE SOUTHEAST CORNER OF A WHITE HOUSE, 38 FEET NORTH OF
 LB0572'THE CENTERLINE OF THE GRAVEL ROAD, 42 FEET EAST OF THE CENTERLINE
 LB0572'OF THE HIGHWAY, AND ABOUT 6 INCHES HIGHER THAN THE INTERSECTION.
 LB0572'A STANDARD DISK, STAMPED H 209 RESET 1953 AND SET IN THE TOP
 LB0572'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0572
 LB0572                          STATION RECOVERY (2022)
 LB0572
 LB0572'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0572'22 FT (6.7 M) EAST FROM EAST EDGE OR STATE ROAD 19, 37 FT (11.3 M)
 LB0572'NORTH OF THE CENTERLINE OF 226TH ST. ABOUT 2 INCHES (5 CM) ABOVE
 LB0572'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0759 ***********************************************************************
 MD0759  DESIGNATION -  H 21
 MD0759  PID         -  MD0759
 MD0759  STATE/COUNTY-  IN/NOBLE
 MD0759  COUNTRY     -  US
 MD0759  USGS QUAD   -  KENDALLVILLE (2019)
 MD0759
 MD0759                         *CURRENT SURVEY CONTROL
 MD0759  ______________________________________________________________________
 MD0759* NAD 83(1986) POSITION- 41 26 42.     (N) 085 16 09.     (W)   SCALED
 MD0759* NAVD 88 ORTHO HEIGHT -   297.496 (meters)      976.03  (feet) ADJUSTED
 MD0759  ______________________________________________________________________
 MD0759  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 MD0759  DYNAMIC HEIGHT  -        297.378 (meters)      975.65  (feet) COMP
 MD0759  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD0759
 MD0759  VERT ORDER      -  SECOND    CLASS 0
 MD0759
 MD0759.The horizontal coordinates were scaled from a map and have
 MD0759.an estimated accuracy of +/- 6 seconds.
 MD0759
 MD0759.The orthometric height was determined by differential leveling and
 MD0759.adjusted by the NATIONAL GEODETIC SURVEY
 MD0759.in June 1991.
 MD0759
 MD0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0759.GEOID18 height accuracy estimate available here.
 MD0759
 MD0759.Click photographs - Photos may exist for this station.
 MD0759
 MD0759.The dynamic height is computed by dividing the NAVD 88
 MD0759.geopotential number by the normal gravity value computed on the
 MD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0759.degrees latitude (g = 980.6199 gals.).
 MD0759
 MD0759.The modeled gravity was interpolated from observed gravity values.
 MD0759
 MD0759;                    North         East    Units  Estimated Accuracy
 MD0759;SPC IN E     -   688,050.      133,220.      MT  (+/- 180 meters Scaled)
 MD0759
 MD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL445896(NAD 83)
 MD0759
 MD0759                          SUPERSEDED SURVEY CONTROL
 MD0759
 MD0759  NGVD 29 (??/??/92)  297.632  (m)          976.48   (f) ADJ UNCH    2 0
 MD0759
 MD0759.Superseded values are not recommended for survey control.
 MD0759
 MD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0759.See file dsdata.pdf to determine how the superseded data were derived.
 MD0759
 MD0759_MARKER: DB = BENCH MARK DISK
 MD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0759_STAMPING: H 21 1934
 MD0759_MARK LOGO: CGS
 MD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0759+STABILITY: SURFACE MOTION
 MD0759
 MD0759  HISTORY     - Date     Condition        Report By
 MD0759  HISTORY     - 1934     MONUMENTED       CGS
 MD0759  HISTORY     - 1963     GOOD             CGS
 MD0759  HISTORY     - 1973     POOR             NGS
 MD0759  HISTORY     - 20191011 MARK NOT FOUND   INDOT
 MD0759
 MD0759                          STATION DESCRIPTION
 MD0759
 MD0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0759'NEAR KENDALLVILLE.
 MD0759'AN ESTIMATED 0.15 MILE W ALONG NEW YORK CENTRAL RAILROAD FROM
 MD0759'MAIN STREET IN KENDALLVILLE, AT THE RAILROAD STATION IN SE ANGLE
 MD0759'OF INTERSECTION WITH A BRANCH LINE OF THE PENNSYLVANIA RAILROAD,
 MD0759'160.5 FEET E OF E RAIL OF THE BRANCH LINE, 44 FEET W OF PROJECTED
 MD0759'CENTER LINE OF A STREET FROM THE S, 23.7 FEET S OF S RAIL OF MAIN
 MD0759'LINE DOUBLE TRACKS OF THE N.Y.C. LINES, 0.6 FOOT LOWER THAN TOP
 MD0759'OF SAME, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0759
 MD0759                          STATION RECOVERY (1973)
 MD0759
 MD0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MD0759'MARK RECOVERED IN POOR CONDITION.
 MD0759
 MD0759                          STATION RECOVERY (2019)
 MD0759
 MD0759'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (CHS)
 MD0759'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0488 ***********************************************************************
 LB0488  DESIGNATION -  H 210
 LB0488  PID         -  LB0488
 LB0488  STATE/COUNTY-  IN/CLINTON
 LB0488  COUNTRY     -  US
 LB0488  USGS QUAD   -  SHERIDAN (2019)
 LB0488
 LB0488                         *CURRENT SURVEY CONTROL
 LB0488  ______________________________________________________________________
 LB0488* NAD 83(1986) POSITION- 40 12 57.26   (N) 086 14 34.10   (W)   HD_HELD1
 LB0488* NAVD 88 ORTHO HEIGHT -   284.395 (meters)      933.05  (feet) ADJUSTED
 LB0488  ______________________________________________________________________
 LB0488  GEOID HEIGHT    -        -34.224 (meters)                     GEOID18
 LB0488  DYNAMIC HEIGHT  -        284.238 (meters)      932.54  (feet) COMP
 LB0488  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 LB0488
 LB0488  VERT ORDER      -  SECOND    CLASS 0
 LB0488
 LB0488.The horizontal coordinates were determined by differentially corrected
 LB0488.hand held GPS observations or other comparable positioning techniques
 LB0488.and have an estimated accuracy of +/- 3 meters.
 LB0488
 LB0488.The orthometric height was determined by differential leveling and
 LB0488.adjusted by the NATIONAL GEODETIC SURVEY
 LB0488.in June 1991.
 LB0488
 LB0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0488.GEOID18 height accuracy estimate available here.
 LB0488
 LB0488.Click photographs - Photos may exist for this station.
 LB0488
 LB0488.The dynamic height is computed by dividing the NAVD 88
 LB0488.geopotential number by the normal gravity value computed on the
 LB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0488.degrees latitude (g = 980.6199 gals.).
 LB0488
 LB0488.The modeled gravity was interpolated from observed gravity values.
 LB0488
 LB0488;                    North         East    Units  Estimated Accuracy
 LB0488;SPC IN W     -   551,829.1     971,547.4     MT  (+/- 3 meters HH1 GPS) 
 LB0488
 LB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6443051995(NAD 83)
 LB0488
 LB0488                          SUPERSEDED SURVEY CONTROL
 LB0488
 LB0488  NGVD 29 (??/??/92)  284.503  (m)          933.41   (f) ADJ UNCH    2 0
 LB0488
 LB0488.Superseded values are not recommended for survey control.
 LB0488
 LB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0488.See file dsdata.pdf to determine how the superseded data were derived.
 LB0488
 LB0488_MARKER: DB = BENCH MARK DISK
 LB0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0488_STAMPING: H 210 1946
 LB0488_MARK LOGO: CGS
 LB0488_PROJECTION: PROJECTING 30 CENTIMETERS
 LB0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0488+STABILITY: SURFACE MOTION
 LB0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0488+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2022
 LB0488
 LB0488  HISTORY     - Date     Condition        Report By
 LB0488  HISTORY     - 1946     MONUMENTED       CGS
 LB0488  HISTORY     - 1961     GOOD             CGS
 LB0488  HISTORY     - 20220815 GOOD             IN-057
 LB0488
 LB0488                          STATION DESCRIPTION
 LB0488
 LB0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0488'6.5 MI NW FROM SHERIDAN.
 LB0488'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 28, THENCE ABOUT
 LB0488'4.7 MILES NORTH ALONG A COUNTY LINE ROAD FROM THE CITY HALL AT
 LB0488'SHERIDAN, AT THE HAMILTON-TIPTON COUNTY LINE ROAD, 19 FEET WEST
 LB0488'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET NORTH OF THE
 LB0488'CENTER LINE OF THE EAST-WEST ROAD, 21 FEET SOUTH OF A TELEPHONE
 LB0488'POLE, 8 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE
 LB0488'LINE, ABOUT 1.5 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A
 LB0488'CONCRETE POST PROJECTING 6 INCHES.
 LB0488
 LB0488                          STATION RECOVERY (1961)
 LB0488
 LB0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0488'RECOVERED IN GOOD CONDITION.
 LB0488
 LB0488                          STATION RECOVERY (2022)
 LB0488
 LB0488'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0488'BENCH MARK FOUND IN GOOD CONDITION ON THE NORTHWEST CORNER OF THE
 LB0488'INTERSECTION AT 296TH ST AND HAMILTON CLINTON ROAD.  16 FT (4.9 M)
 LB0488'WEST OF THE CENTERLINE OF HAMILTON CLINTON CO ROAD AND 29 FT (8.8 M)
 LB0488'NORTH OF THE CENTERLINE OF 296TH ST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0480 ***********************************************************************
 LB0480  DESIGNATION -  H 211
 LB0480  PID         -  LB0480
 LB0480  STATE/COUNTY-  IN/HAMILTON
 LB0480  COUNTRY     -  US
 LB0480  USGS QUAD   -  SHERIDAN (2019)
 LB0480
 LB0480                         *CURRENT SURVEY CONTROL
 LB0480  ______________________________________________________________________
 LB0480* NAD 83(1986) POSITION- 40 09 57.     (N) 086 13 24.     (W)   SCALED
 LB0480* NAVD 88 ORTHO HEIGHT -   285.749 (meters)      937.49  (feet) ADJUSTED
 LB0480  ______________________________________________________________________
 LB0480  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 LB0480  DYNAMIC HEIGHT  -        285.591 (meters)      936.98  (feet) COMP
 LB0480  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 LB0480
 LB0480  VERT ORDER      -  SECOND    CLASS 0
 LB0480
 LB0480.The horizontal coordinates were scaled from a map and have
 LB0480.an estimated accuracy of +/- 6 seconds.
 LB0480
 LB0480.The orthometric height was determined by differential leveling and
 LB0480.adjusted by the NATIONAL GEODETIC SURVEY
 LB0480.in June 1991.
 LB0480
 LB0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0480.GEOID18 height accuracy estimate available here.
 LB0480
 LB0480.Click photographs - Photos may exist for this station.
 LB0480
 LB0480.The dynamic height is computed by dividing the NAVD 88
 LB0480.geopotential number by the normal gravity value computed on the
 LB0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0480.degrees latitude (g = 980.6199 gals.).
 LB0480
 LB0480.The modeled gravity was interpolated from observed gravity values.
 LB0480
 LB0480;                    North         East    Units  Estimated Accuracy
 LB0480;SPC IN E     -   546,080.       52,580.      MT  (+/- 180 meters Scaled)
 LB0480
 LB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK661464(NAD 83)
 LB0480
 LB0480                          SUPERSEDED SURVEY CONTROL
 LB0480
 LB0480  NGVD 29 (??/??/92)  285.857  (m)          937.85   (f) ADJ UNCH    2 0
 LB0480
 LB0480.Superseded values are not recommended for survey control.
 LB0480
 LB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0480.See file dsdata.pdf to determine how the superseded data were derived.
 LB0480
 LB0480_MARKER: DB = BENCH MARK DISK
 LB0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0480_SP_SET: BOX CULVERT HEADWALL
 LB0480_STAMPING: H 211 1946
 LB0480_MARK LOGO: CGS
 LB0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0480+STABILITY: SURFACE MOTION
 LB0480
 LB0480  HISTORY     - Date     Condition        Report By
 LB0480  HISTORY     - 1946     MONUMENTED       CGS
 LB0480  HISTORY     - 20221006 MARK NOT FOUND   IN-057
 LB0480
 LB0480                          STATION DESCRIPTION
 LB0480
 LB0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0480'2.2 MI N FROM SHERIDAN.
 LB0480'ABOUT 1 BLOCK WEST FROM THE POST OFFICE AT SHERIDAN, THENCE
 LB0480'ABOUT 2.15 MILES NORTH ALONG A PAVED COUNTY ROAD, ABOUT 0.8 MILE
 LB0480'SOUTH OF THE ENTRANCE TO THE SHERIDAN AIRPORT, AT AN EAST-WEST
 LB0480'GRAVEL ROAD CROSSING, SET IN THE TOP OF THE WEST END OF AN L
 LB0480'SHAPED HEAD WALL OF A 2 FOOT CONCRETE BOX CULVERT 17 FEET WEST OF
 LB0480'THE CENTER LINE OF THE PAVED ROAD, 13.5 FEET NORTH OF THE CENTER
 LB0480'LINE OF THE GRAVEL ROAD, ABOUT 1.5 FEET ABOVE THE INTERSECTION,
 LB0480'AND SET IN A DRILL HOLE.
 LB0480
 LB0480                          STATION RECOVERY (2022)
 LB0480
 LB0480'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0440 ***********************************************************************
 LB0440  DESIGNATION -  H 212
 LB0440  PID         -  LB0440
 LB0440  STATE/COUNTY-  IN/CLINTON
 LB0440  COUNTRY     -  US
 LB0440  USGS QUAD   -  HILLISBURG (2019)
 LB0440
 LB0440                         *CURRENT SURVEY CONTROL
 LB0440  ______________________________________________________________________
 LB0440* NAD 83(1986) POSITION- 40 21 26.     (N) 086 21 19.     (W)   SCALED
 LB0440* NAVD 88 ORTHO HEIGHT -   262.540 (meters)      861.35  (feet) ADJUSTED
 LB0440  ______________________________________________________________________
 LB0440  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 LB0440  DYNAMIC HEIGHT  -        262.401 (meters)      860.89  (feet) COMP
 LB0440  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 LB0440
 LB0440  VERT ORDER      -  SECOND    CLASS 0
 LB0440
 LB0440.The horizontal coordinates were scaled from a map and have
 LB0440.an estimated accuracy of +/- 6 seconds.
 LB0440
 LB0440.The orthometric height was determined by differential leveling and
 LB0440.adjusted by the NATIONAL GEODETIC SURVEY
 LB0440.in June 1991.
 LB0440
 LB0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0440.GEOID18 height accuracy estimate available here.
 LB0440
 LB0440.Click photographs - Photos may exist for this station.
 LB0440
 LB0440.The dynamic height is computed by dividing the NAVD 88
 LB0440.geopotential number by the normal gravity value computed on the
 LB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0440.degrees latitude (g = 980.6199 gals.).
 LB0440
 LB0440.The modeled gravity was interpolated from observed gravity values.
 LB0440
 LB0440;                    North         East    Units  Estimated Accuracy
 LB0440;SPC IN W     -   567,440.      961,840.      MT  (+/- 180 meters Scaled)
 LB0440
 LB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK547676(NAD 83)
 LB0440
 LB0440                          SUPERSEDED SURVEY CONTROL
 LB0440
 LB0440  NGVD 29 (??/??/92)  262.649  (m)          861.71   (f) ADJ UNCH    2 0
 LB0440
 LB0440.Superseded values are not recommended for survey control.
 LB0440
 LB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0440.See file dsdata.pdf to determine how the superseded data were derived.
 LB0440
 LB0440_MARKER: DB = BENCH MARK DISK
 LB0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0440_SP_SET: BRIDGE HEADWALL
 LB0440_STAMPING: H 212 1946
 LB0440_MARK LOGO: CGS
 LB0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0440
 LB0440  HISTORY     - Date     Condition        Report By
 LB0440  HISTORY     - 1946     MONUMENTED       CGS
 LB0440
 LB0440                          STATION DESCRIPTION
 LB0440
 LB0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0440'1.7 MI SW FROM FOREST.
 LB0440'1.7 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0440'RAILROAD FROM THE STATION AT FOREST, 100 YARDS NORTHEAST OF A
 LB0440'GRAVEL ROAD CROSSING, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LB0440'SOUTHEAST CONCRETE HEAD WALL OF A 10 FOOT CONCRETE BRIDGE ON A
 LB0440'DIM ROAD PARALLELING THE TRACK, 39 FEET NORTHWEST OF THE NORTHWEST
 LB0440'RAIL, 9 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 LB0440'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 1 FOOT
 LB0440'BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0909 ***********************************************************************
 LA0909  DESIGNATION -  H 214
 LA0909  PID         -  LA0909
 LA0909  STATE/COUNTY-  IN/HUNTINGTON
 LA0909  COUNTRY     -  US
 LA0909  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0909
 LA0909                         *CURRENT SURVEY CONTROL
 LA0909  ______________________________________________________________________
 LA0909* NAD 83(1986) POSITION- 40 41 56.59   (N) 085 22 23.29   (W)   HD_HELD1
 LA0909* NAVD 88 ORTHO HEIGHT -   259.217 (meters)      850.45  (feet) ADJUSTED
 LA0909  ______________________________________________________________________
 LA0909  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 LA0909  DYNAMIC HEIGHT  -        259.090 (meters)      850.03  (feet) COMP
 LA0909  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 LA0909
 LA0909  VERT ORDER      -  SECOND    CLASS 0
 LA0909
 LA0909.The horizontal coordinates were determined by differentially corrected
 LA0909.hand held GPS observations or other comparable positioning techniques
 LA0909.and have an estimated accuracy of +/- 3 meters.
 LA0909
 LA0909.The orthometric height was determined by differential leveling and
 LA0909.adjusted by the NATIONAL GEODETIC SURVEY
 LA0909.in June 1991.
 LA0909
 LA0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0909.GEOID18 height accuracy estimate available here.
 LA0909
 LA0909.Click photographs - Photos may exist for this station.
 LA0909
 LA0909.The dynamic height is computed by dividing the NAVD 88
 LA0909.geopotential number by the normal gravity value computed on the
 LA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0909.degrees latitude (g = 980.6199 gals.).
 LA0909
 LA0909.The modeled gravity was interpolated from observed gravity values.
 LA0909
 LA0909;                    North         East    Units  Estimated Accuracy
 LA0909;SPC IN E     -   605,180.3     124,807.4     MT  (+/- 3 meters HH1 GPS) 
 LA0909
 LA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3744406622(NAD 83)
 LA0909
 LA0909                          SUPERSEDED SURVEY CONTROL
 LA0909
 LA0909  NGVD 29 (??/??/92)  259.350  (m)          850.88   (f) ADJ UNCH    2 0
 LA0909
 LA0909.Superseded values are not recommended for survey control.
 LA0909
 LA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0909.See file dsdata.pdf to determine how the superseded data were derived.
 LA0909
 LA0909_MARKER: DB = BENCH MARK DISK
 LA0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0909_SP_SET: BRIDGE
 LA0909_STAMPING: H 214 1947
 LA0909_MARK LOGO: CGS
 LA0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0909
 LA0909  HISTORY     - Date     Condition        Report By
 LA0909  HISTORY     - 1947     MONUMENTED       CGS
 LA0909
 LA0909                          STATION DESCRIPTION
 LA0909
 LA0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0909'9.2 MI S FROM MARKLE.
 LA0909'ABOUT 9.25 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0909'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, ABOUT 0.65 MILE
 LA0909'NORTH OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0909'RAILROAD, ABOUT 0.15 MILE NORTH OF A GRAVEL CROSS ROAD, SET IN
 LA0909'THE TOP OF THE EAST END OF THE SOUTHWEST WING WALL OF A 10-FOOT
 LA0909'CONCRETE BRIDGE OVER A CREEK, 23 FEET WEST OF AND ABOUT LEVEL
 LA0909'WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0939 ***********************************************************************
 LA0939  DESIGNATION -  H 215
 LA0939  PID         -  LA0939
 LA0939  STATE/COUNTY-  IN/BLACKFORD
 LA0939  COUNTRY     -  US
 LA0939  USGS QUAD   -  MONTPELIER (2019)
 LA0939
 LA0939                         *CURRENT SURVEY CONTROL
 LA0939  ______________________________________________________________________
 LA0939* NAD 83(1986) POSITION- 40 33 06.     (N) 085 19 59.     (W)   SCALED
 LA0939* NAVD 88 ORTHO HEIGHT -   267.258 (meters)      876.83  (feet) ADJUSTED
 LA0939  ______________________________________________________________________
 LA0939  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA0939  DYNAMIC HEIGHT  -        267.122 (meters)      876.38  (feet) COMP
 LA0939  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 LA0939
 LA0939  VERT ORDER      -  SECOND    CLASS 0
 LA0939
 LA0939.The horizontal coordinates were scaled from a map and have
 LA0939.an estimated accuracy of +/- 6 seconds.
 LA0939
 LA0939.The orthometric height was determined by differential leveling and
 LA0939.adjusted by the NATIONAL GEODETIC SURVEY
 LA0939.in June 1991.
 LA0939
 LA0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0939.GEOID18 height accuracy estimate available here.
 LA0939
 LA0939.Click photographs - Photos may exist for this station.
 LA0939
 LA0939.The dynamic height is computed by dividing the NAVD 88
 LA0939.geopotential number by the normal gravity value computed on the
 LA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0939.degrees latitude (g = 980.6199 gals.).
 LA0939
 LA0939.The modeled gravity was interpolated from observed gravity values.
 LA0939
 LA0939;                    North         East    Units  Estimated Accuracy
 LA0939;SPC IN E     -   588,830.      128,260.      MT  (+/- 180 meters Scaled)
 LA0939
 LA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK411903(NAD 83)
 LA0939
 LA0939                          SUPERSEDED SURVEY CONTROL
 LA0939
 LA0939  NGVD 29 (??/??/92)  267.391  (m)          877.27   (f) ADJ UNCH    2 0
 LA0939
 LA0939.Superseded values are not recommended for survey control.
 LA0939
 LA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0939.See file dsdata.pdf to determine how the superseded data were derived.
 LA0939
 LA0939_MARKER: DB = BENCH MARK DISK
 LA0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0939_STAMPING: H 215 1947
 LA0939_MARK LOGO: CGS
 LA0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0939+STABILITY: SURFACE MOTION
 LA0939
 LA0939  HISTORY     - Date     Condition        Report By
 LA0939  HISTORY     - 1947     MONUMENTED       CGS
 LA0939  HISTORY     - 1970     GOOD             NGS
 LA0939
 LA0939                          STATION DESCRIPTION
 LA0939
 LA0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0939'3.2 MI E FROM ROLL.
 LA0939'ABOUT 3.15 MILES EAST ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL
 LA0939'AT ROLL, ABOUT 3.0 MILES WEST OF THE POST OFFICE AT MONTPELIER,
 LA0939'AT THE INTERSECTION OF A GRAVEL ROAD, AT THE SOUTH END OF A
 LA0939'GROVE OF EVERGREEN TREES, 56 FEET EAST OF THE CENTER LINE OF THE
 LA0939'CROSS ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23.5
 LA0939'FEET WEST OF POWER POLE NO. BL 4148, 4 FEET WEST OF A FENCE
 LA0939'CORNER, 2.8 FEET SOUTHWEST OF A FENCE LINE, 1.5 FEET SOUTH OF A
 LA0939'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN
 LA0939'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE
 LA0939'GRAVEL ROAD IS NOW PAVED AND COUNTY ROAD 200 E, MARK IS 2 FEET
 LA0939'WEST OF A CONCRETE RIGHT-OF-WAY POST AND 1 FOOT SOUTH OF A METAL
 LA0939'WITNESS POST.
 LA0939
 LA0939                          STATION RECOVERY (1970)
 LA0939
 LA0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0958 ***********************************************************************
 LA0958  DESIGNATION -  H 216
 LA0958  PID         -  LA0958
 LA0958  STATE/COUNTY-  IN/WELLS
 LA0958  COUNTRY     -  US
 LA0958  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0958
 LA0958                         *CURRENT SURVEY CONTROL
 LA0958  ______________________________________________________________________
 LA0958* NAD 83(1986) POSITION- 40 39 16.     (N) 085 19 00.     (W)   SCALED
 LA0958* NAVD 88 ORTHO HEIGHT -   262.801 (meters)      862.21  (feet) ADJUSTED
 LA0958  ______________________________________________________________________
 LA0958  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 LA0958  DYNAMIC HEIGHT  -        262.671 (meters)      861.78  (feet) COMP
 LA0958  MODELED GRAVITY -    980,122.3   (mgal)                       NAVD 88
 LA0958
 LA0958  VERT ORDER      -  SECOND    CLASS 0
 LA0958
 LA0958.The horizontal coordinates were scaled from a map and have
 LA0958.an estimated accuracy of +/- 6 seconds.
 LA0958
 LA0958.The orthometric height was determined by differential leveling and
 LA0958.adjusted by the NATIONAL GEODETIC SURVEY
 LA0958.in June 1991.
 LA0958
 LA0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0958.GEOID18 height accuracy estimate available here.
 LA0958
 LA0958.Click photographs - Photos may exist for this station.
 LA0958
 LA0958.The dynamic height is computed by dividing the NAVD 88
 LA0958.geopotential number by the normal gravity value computed on the
 LA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0958.degrees latitude (g = 980.6199 gals.).
 LA0958
 LA0958.The modeled gravity was interpolated from observed gravity values.
 LA0958
 LA0958;                    North         East    Units  Estimated Accuracy
 LA0958;SPC IN E     -   600,240.      129,600.      MT  (+/- 180 meters Scaled)
 LA0958
 LA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL423017(NAD 83)
 LA0958
 LA0958                          SUPERSEDED SURVEY CONTROL
 LA0958
 LA0958  NGVD 29 (??/??/92)  262.934  (m)          862.64   (f) ADJ UNCH    2 0
 LA0958
 LA0958.Superseded values are not recommended for survey control.
 LA0958
 LA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0958.See file dsdata.pdf to determine how the superseded data were derived.
 LA0958
 LA0958_MARKER: DB = BENCH MARK DISK
 LA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0958_STAMPING: H 216 1947
 LA0958_MARK LOGO: CGS
 LA0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0958+STABILITY: SURFACE MOTION
 LA0958
 LA0958  HISTORY     - Date     Condition        Report By
 LA0958  HISTORY     - 1947     MONUMENTED       CGS
 LA0958  HISTORY     - 1969     GOOD             CGS
 LA0958
 LA0958                          STATION DESCRIPTION
 LA0958
 LA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0958'4.8 MI W FROM PONETO.
 LA0958'4.85 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE CROSSING
 LA0958'OF THE NEW YORK, CHI. AND ST. LOUIS RR AT PONETO, AT THE JUNCTION
 LA0958'OF A ROAD LEADING NORTH, (500 W) ABOUT 45 YDS. EAST OF THE C/L
 LA0958'OF THE ROAD LEADING SOUTH, (500 W) 26 FT. EAST OF THE C/L OF
 LA0958'THE SIDE ROAD, 39 FT. NORTH OF THE C/L OF THE HIGHWAY, 9.5 FT.
 LA0958'EAST OF THE FENCE CORNER, 1 FT. SOUTH OF THE FENCE LINE, 1.5
 LA0958'FT. WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0958'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1521 ***********************************************************************
 LA1521  DESIGNATION -  H 218
 LA1521  PID         -  LA1521
 LA1521  STATE/COUNTY-  IN/MADISON
 LA1521  COUNTRY     -  US
 LA1521  USGS QUAD   -  GILMAN (2019)
 LA1521
 LA1521                         *CURRENT SURVEY CONTROL
 LA1521  ______________________________________________________________________
 LA1521* NAD 83(1986) POSITION- 40 14 53.     (N) 085 34 33.     (W)   SCALED
 LA1521* NAVD 88 ORTHO HEIGHT -   278.317 (meters)      913.11  (feet) ADJUSTED
 LA1521  ______________________________________________________________________
 LA1521  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 LA1521  DYNAMIC HEIGHT  -        278.171 (meters)      912.63  (feet) COMP
 LA1521  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 LA1521
 LA1521  VERT ORDER      -  SECOND    CLASS 0
 LA1521
 LA1521.The horizontal coordinates were scaled from a map and have
 LA1521.an estimated accuracy of +/- 6 seconds.
 LA1521
 LA1521.The orthometric height was determined by differential leveling and
 LA1521.adjusted by the NATIONAL GEODETIC SURVEY
 LA1521.in June 1991.
 LA1521
 LA1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1521.GEOID18 height accuracy estimate available here.
 LA1521
 LA1521.Click photographs - Photos may exist for this station.
 LA1521
 LA1521.The dynamic height is computed by dividing the NAVD 88
 LA1521.geopotential number by the normal gravity value computed on the
 LA1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1521.degrees latitude (g = 980.6199 gals.).
 LA1521
 LA1521.The modeled gravity was interpolated from observed gravity values.
 LA1521
 LA1521;                    North         East    Units  Estimated Accuracy
 LA1521;SPC IN E     -   555,060.      107,730.      MT  (+/- 180 meters Scaled)
 LA1521
 LA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK211562(NAD 83)
 LA1521
 LA1521                          SUPERSEDED SURVEY CONTROL
 LA1521
 LA1521  NGVD 29 (??/??/92)  278.456  (m)          913.57   (f) ADJ UNCH    2 0
 LA1521
 LA1521.Superseded values are not recommended for survey control.
 LA1521
 LA1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1521.See file dsdata.pdf to determine how the superseded data were derived.
 LA1521
 LA1521_MARKER: DB = BENCH MARK DISK
 LA1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1521_STAMPING: H 218 1947
 LA1521_MARK LOGO: CGS
 LA1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1521+STABILITY: SURFACE MOTION
 LA1521
 LA1521  HISTORY     - Date     Condition        Report By
 LA1521  HISTORY     - 1947     MONUMENTED       CGS
 LA1521
 LA1521                          STATION DESCRIPTION
 LA1521
 LA1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1521'1 MI N FROM GILMAN.
 LA1521'ABOUT 1.0 MILE NORTH ALONG THE MADISON-DELAWARE COUNTY LINE
 LA1521'ROAD FROM THE CROSSROADS AT GILMAN, AT THE INTERSECTION OF AN
 LA1521'EAST-WEST GRAVEL ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE
 LA1521'EAST-WEST ROAD, 16.5 FEET WEST OF THE CENTER LINE OF THE
 LA1521'COUNTY LINE ROAD, 13.5 FEET SOUTH OF A CONCRETE FENCE CORNER
 LA1521'POST, 13 FEET SOUTH OF POWER POLE NO. MA 4087, 1.5 FEET EAST OF
 LA1521'THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1521'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 LA1521'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1224 ***********************************************************************
 LA1224  DESIGNATION -  H 219
 LA1224  PID         -  LA1224
 LA1224  STATE/COUNTY-  IN/DELAWARE
 LA1224  COUNTRY     -  US
 LA1224  USGS QUAD   -  MUNCIE WEST (2019)
 LA1224
 LA1224                         *CURRENT SURVEY CONTROL
 LA1224  ______________________________________________________________________
 LA1224* NAD 83(1986) POSITION- 40 14 18.     (N) 085 23 12.     (W)   SCALED
 LA1224* NAVD 88 ORTHO HEIGHT -   285.977 (meters)      938.24  (feet) ADJUSTED
 LA1224  ______________________________________________________________________
 LA1224  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 LA1224  DYNAMIC HEIGHT  -        285.826 (meters)      937.75  (feet) COMP
 LA1224  MODELED GRAVITY -    980,090.9   (mgal)                       NAVD 88
 LA1224
 LA1224  VERT ORDER      -  SECOND    CLASS 0
 LA1224
 LA1224.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 LA1224
 LA1224.The horizontal coordinates were scaled from a map and have
 LA1224.an estimated accuracy of +/- 6 seconds.
 LA1224
 LA1224.The orthometric height was determined by differential leveling and
 LA1224.adjusted by the NATIONAL GEODETIC SURVEY
 LA1224.in June 1991.
 LA1224
 LA1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1224.GEOID18 height accuracy estimate available here.
 LA1224
 LA1224.Click photographs - Photos may exist for this station.
 LA1224
 LA1224.The dynamic height is computed by dividing the NAVD 88
 LA1224.geopotential number by the normal gravity value computed on the
 LA1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1224.degrees latitude (g = 980.6199 gals.).
 LA1224
 LA1224.The modeled gravity was interpolated from observed gravity values.
 LA1224
 LA1224;                    North         East    Units  Estimated Accuracy
 LA1224;SPC IN E     -   554,020.      123,830.      MT  (+/- 180 meters Scaled)
 LA1224
 LA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372554(NAD 83)
 LA1224
 LA1224                          SUPERSEDED SURVEY CONTROL
 LA1224
 LA1224  NGVD 29 (??/??/92)  286.114  (m)          938.69   (f) ADJ UNCH    2 0
 LA1224
 LA1224.Superseded values are not recommended for survey control.
 LA1224
 LA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1224.See file dsdata.pdf to determine how the superseded data were derived.
 LA1224
 LA1224_MARKER: DB = BENCH MARK DISK
 LA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1224_STAMPING: H 219 1947
 LA1224_MARK LOGO: CGS
 LA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1224+STABILITY: SURFACE MOTION
 LA1224
 LA1224  HISTORY     - Date     Condition        Report By
 LA1224  HISTORY     - 1947     MONUMENTED       CGS
 LA1224  HISTORY     - 1970     GOOD             NGS
 LA1224  HISTORY     - 1974     GOOD             NGS
 LA1224
 LA1224                          STATION DESCRIPTION
 LA1224
 LA1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA1224'4.6 MI N FROM MUNCIE.
 LA1224'ABOUT 2.95 MILES NORTH NORTHWEST ALONG WHEELING AVE. FROM THE
 LA1224'COURT HOUSE IN MUNCIE TO THE INTERSECTION WITH 300 NORTH ROAD,
 LA1224'THENCE ABOUT 1.25 MILES EAST ALONG 300 NORTH ROAD TO THE
 LA1224'INTERSECTION WITH CENTER ROAD NORTH, THENCE 0.35 MILES NORTH ON
 LA1224'CENTER ROAD NORTH.  AT THE DELAWARE COUNTY AIRPORT, 400 FEET NORTH
 LA1224'OF THE NEW ADMINISTRATION BUILDING, 28.8 FEET NORTHEAST OF
 LA1224'THE NORTHEAST CORNER OF SHEET METAL HANGER NO. 2, 115 FEET NORTH
 LA1224'OF THE FENCE CORNER WHERE PARKING AREA BEGINS, 78 FEET WEST OF
 LA1224'THE CENTER-LINE OF CENTER ROAD NORTH, 1 FOOT WEST OF FENCE LINE,
 LA1224'1.5 FEET NORTH OF A WOODEN WITNESS POST AND SET IN THE TOP OF A
 LA1224'CONCRETE POST PROJECTING 6 INCHES.
 LA1224
 LA1224                          STATION RECOVERY (1974)
 LA1224
 LA1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LA1224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0685 ***********************************************************************
 MD0685  DESIGNATION -  H 22
 MD0685  PID         -  MD0685
 MD0685  STATE/COUNTY-  IN/DE KALB
 MD0685  COUNTRY     -  US
 MD0685  USGS QUAD   -  WATERLOO (2019)
 MD0685
 MD0685                         *CURRENT SURVEY CONTROL
 MD0685  ______________________________________________________________________
 MD0685* NAD 83(1986) POSITION- 41 28 22.88   (N) 085 01 14.04   (W)   HD_HELD1
 MD0685* NAVD 88 ORTHO HEIGHT -   290.245 (meters)      952.25  (feet) ADJUSTED
 MD0685  ______________________________________________________________________
 MD0685  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 MD0685  DYNAMIC HEIGHT  -        290.132 (meters)      951.87  (feet) COMP
 MD0685  MODELED GRAVITY -    980,228.4   (mgal)                       NAVD 88
 MD0685
 MD0685  VERT ORDER      -  SECOND    CLASS 0
 MD0685
 MD0685.The horizontal coordinates were determined by differentially corrected
 MD0685.hand held GPS observations or other comparable positioning techniques
 MD0685.and have an estimated accuracy of +/- 3 meters.
 MD0685
 MD0685.The orthometric height was determined by differential leveling and
 MD0685.adjusted by the NATIONAL GEODETIC SURVEY
 MD0685.in June 1991.
 MD0685
 MD0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0685.GEOID18 height accuracy estimate available here.
 MD0685
 MD0685.Click photographs - Photos may exist for this station.
 MD0685
 MD0685.The dynamic height is computed by dividing the NAVD 88
 MD0685.geopotential number by the normal gravity value computed on the
 MD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0685.degrees latitude (g = 980.6199 gals.).
 MD0685
 MD0685.The modeled gravity was interpolated from observed gravity values.
 MD0685
 MD0685;                    North         East    Units  Estimated Accuracy
 MD0685;SPC IN E     -   691,291.1     153,967.6     MT  (+/- 3 meters HH1 GPS) 
 MD0685
 MD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6528193160(NAD 83)
 MD0685
 MD0685                          SUPERSEDED SURVEY CONTROL
 MD0685
 MD0685  NGVD 29 (??/??/92)  290.394  (m)          952.73   (f) ADJ UNCH    2 0
 MD0685
 MD0685.Superseded values are not recommended for survey control.
 MD0685
 MD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0685.See file dsdata.pdf to determine how the superseded data were derived.
 MD0685
 MD0685_MARKER: DB = BENCH MARK DISK
 MD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0685_STAMPING: H 22 1934
 MD0685_MARK LOGO: CGS
 MD0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0685+STABILITY: SURFACE MOTION
 MD0685
 MD0685  HISTORY     - Date     Condition        Report By
 MD0685  HISTORY     - 1934     MONUMENTED       CGS
 MD0685  HISTORY     - 1960     GOOD             CGS
 MD0685
 MD0685                          STATION DESCRIPTION
 MD0685
 MD0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0685'2.7 MI N FROM WATERLOO.
 MD0685'ABOUT 2.7 MILES N ALONG THE FORT WAYNE-JACKSON (MICHIGAN) BRANCH
 MD0685'OF THE NEW YORK CENTRAL RAILROAD FROM ITS JUNCTION WITH THE MAIN
 MD0685'LINE AT WATERLOO, 44 FEET SE OF SE RAIL, 82 FEET SE OF SE
 MD0685'CORNER OF A 1- X 3-1/2-FOOT CONCRETE CORNER FENCE POST, 20 FEET
 MD0685'S OF CENTER LINE OF NO. 14 GRAVELED COUNTY ROAD, 0.5 FOOT LOWER
 MD0685'THAN SAME, 1.3 FEET W OF STEEL WITNESS POST, AND PROJECTING
 MD0685'1.7 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1247 ***********************************************************************
 LA1247  DESIGNATION -  H 220
 LA1247  PID         -  LA1247
 LA1247  STATE/COUNTY-  IN/BLACKFORD
 LA1247  COUNTRY     -  US
 LA1247  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1247
 LA1247                         *CURRENT SURVEY CONTROL
 LA1247  ______________________________________________________________________
 LA1247* NAD 83(1986) POSITION- 40 24 17.     (N) 085 16 33.     (W)   SCALED
 LA1247* NAVD 88 ORTHO HEIGHT -   286.576 (meters)      940.21  (feet) ADJUSTED
 LA1247  ______________________________________________________________________
 LA1247  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA1247  DYNAMIC HEIGHT  -        286.430 (meters)      939.73  (feet) COMP
 LA1247  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 LA1247
 LA1247  VERT ORDER      -  SECOND    CLASS 0
 LA1247
 LA1247.The horizontal coordinates were scaled from a map and have
 LA1247.an estimated accuracy of +/- 6 seconds.
 LA1247
 LA1247.The orthometric height was determined by differential leveling and
 LA1247.adjusted by the NATIONAL GEODETIC SURVEY
 LA1247.in June 1991.
 LA1247
 LA1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1247.GEOID18 height accuracy estimate available here.
 LA1247
 LA1247.Click photographs - Photos may exist for this station.
 LA1247
 LA1247.The dynamic height is computed by dividing the NAVD 88
 LA1247.geopotential number by the normal gravity value computed on the
 LA1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1247.degrees latitude (g = 980.6199 gals.).
 LA1247
 LA1247.The modeled gravity was interpolated from observed gravity values.
 LA1247
 LA1247;                    North         East    Units  Estimated Accuracy
 LA1247;SPC IN E     -   572,530.      133,180.      MT  (+/- 180 meters Scaled)
 LA1247
 LA1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK463741(NAD 83)
 LA1247
 LA1247                          SUPERSEDED SURVEY CONTROL
 LA1247
 LA1247  NGVD 29 (??/??/92)  286.711  (m)          940.65   (f) ADJ UNCH    2 0
 LA1247
 LA1247.Superseded values are not recommended for survey control.
 LA1247
 LA1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1247.See file dsdata.pdf to determine how the superseded data were derived.
 LA1247
 LA1247_MARKER: DB = BENCH MARK DISK
 LA1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1247_SP_SET: BUILDING
 LA1247_STAMPING: H 220 1947
 LA1247_MARK LOGO: CGS
 LA1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1247
 LA1247  HISTORY     - Date     Condition        Report By
 LA1247  HISTORY     - 1947     MONUMENTED       CGS
 LA1247
 LA1247                          STATION DESCRIPTION
 LA1247
 LA1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1247'AT MILGROVE.
 LA1247'AT MILGROVE, SET VERTICALLY IN THE NORTH FACE OF THE BRICK WALL
 LA1247'OF THE MILLGROVE SCHOOL, 1.3 FEET EAST OF THE NORTHWEST CORNER
 LA1247'OF THE BUILDING, AND 3.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0548 ***********************************************************************
 MD0548  DESIGNATION -  H 221
 MD0548  PID         -  MD0548
 MD0548  STATE/COUNTY-  IN/ALLEN
 MD0548  COUNTRY     -  US
 MD0548  USGS QUAD   -  MAPLES (2019)
 MD0548
 MD0548                         *CURRENT SURVEY CONTROL
 MD0548  ______________________________________________________________________
 MD0548* NAD 83(1986) POSITION- 41 03 38.     (N) 084 58 51.     (W)   SCALED
 MD0548* NAVD 88 ORTHO HEIGHT -   239.900 (meters)      787.07  (feet) ADJUSTED
 MD0548  ______________________________________________________________________
 MD0548  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 MD0548  DYNAMIC HEIGHT  -        239.803 (meters)      786.75  (feet) COMP
 MD0548  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 MD0548
 MD0548  VERT ORDER      -  SECOND    CLASS 0
 MD0548
 MD0548.The horizontal coordinates were scaled from a map and have
 MD0548.an estimated accuracy of +/- 6 seconds.
 MD0548
 MD0548.The orthometric height was determined by differential leveling and
 MD0548.adjusted by the NATIONAL GEODETIC SURVEY
 MD0548.in June 1991.
 MD0548
 MD0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0548.GEOID18 height accuracy estimate available here.
 MD0548
 MD0548.Click photographs - Photos may exist for this station.
 MD0548
 MD0548.The dynamic height is computed by dividing the NAVD 88
 MD0548.geopotential number by the normal gravity value computed on the
 MD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0548.degrees latitude (g = 980.6199 gals.).
 MD0548
 MD0548.The modeled gravity was interpolated from observed gravity values.
 MD0548
 MD0548;                    North         East    Units  Estimated Accuracy
 MD0548;SPC IN E     -   645,510.      157,650.      MT  (+/- 180 meters Scaled)
 MD0548
 MD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL696474(NAD 83)
 MD0548
 MD0548                          SUPERSEDED SURVEY CONTROL
 MD0548
 MD0548  NGVD 29 (??/??/92)  240.056  (m)          787.58   (f) ADJ UNCH    2 0
 MD0548
 MD0548.Superseded values are not recommended for survey control.
 MD0548
 MD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0548.See file dsdata.pdf to determine how the superseded data were derived.
 MD0548
 MD0548_MARKER: DB = BENCH MARK DISK
 MD0548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0548_SP_SET: CULVERT HEADWALL
 MD0548_STAMPING: H 221 1947
 MD0548_MARK LOGO: CGS
 MD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0548+STABILITY: SURFACE MOTION
 MD0548
 MD0548  HISTORY     - Date     Condition        Report By
 MD0548  HISTORY     - 1947     MONUMENTED       CGS
 MD0548  HISTORY     - 1968     GOOD             INHD
 MD0548
 MD0548                          STATION DESCRIPTION
 MD0548
 MD0548'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0548'3 MI SE FROM NEW HAVEN.
 MD0548'ABOUT 3.0 MILES SOUTHEASTERLY ALONG U.S. 30 FROM ITS Y JUNCTION
 MD0548'OF U.S. 24, AND S.R. 14, IN THE WESTERN EDGE OF NEW HAVEN, IN
 MD0548'THE SE ANGLE OF OBLIQUE CROSSING OF HWY. AND DOYLE ROAD, AN
 MD0548'ESTIMATED 50 YDS. NE OF AN ABANDONED JEFFERSON TOWNSHIP 6 SCHOOL
 MD0548'26 FT. SSE OF THE CENTERLINE OF THE HWY. 0.2 FT. LOWER THAN SAME,
 MD0548'26 FT. EAST OF THE CENTERLINE OF DOYLE ROAD, IN THE TOP OF THE NW
 MD0548'CORNER OF AN L SHAPED HEADWALL OF A 15 INCH PIPE CULVERT UNDER THE
 MD0548'N-S ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1971 ***********************************************************************
 LA1971  DESIGNATION -  H 222 RESET
 LA1971  PID         -  LA1971
 LA1971  STATE/COUNTY-  IN/ALLEN
 LA1971  COUNTRY     -  US
 LA1971  USGS QUAD   -  DIXON (2019)
 LA1971
 LA1971                         *CURRENT SURVEY CONTROL
 LA1971  ______________________________________________________________________
 LA1971* NAD 83(1986) POSITION- 40 59 53.     (N) 084 48 13.     (W)   SCALED
 LA1971* NAVD 88 ORTHO HEIGHT -   237.12  (+/-2cm)      778.0   (feet) VERTCON3
 LA1971  ______________________________________________________________________
 LA1971  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 LA1971  VERT ORDER      -  THIRD (See Below)
 LA1971
 LA1971.The horizontal coordinates were scaled from a map and have
 LA1971.an estimated accuracy of +/- 6 seconds.
 LA1971
 LA1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1971
 LA1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1971.GEOID18 height accuracy estimate available here.
 LA1971
 LA1971.The vertical order pertains to the NGVD 29 superseded value.
 LA1971
 LA1971.Click photographs - Photos may exist for this station.
 LA1971
 LA1971;                    North         East    Units  Estimated Accuracy
 LA1971;SPC IN E     -   638,700.      172,610.      MT  (+/- 180 meters Scaled)
 LA1971
 LA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL847408(NAD 83)
 LA1971
 LA1971                          SUPERSEDED SURVEY CONTROL
 LA1971
 LA1971  NGVD 29 (08/22/16)  237.27   (m)          778.4    (f) RESET       3  
 LA1971
 LA1971.Superseded values are not recommended for survey control.
 LA1971
 LA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1971.See file dsdata.pdf to determine how the superseded data were derived.
 LA1971
 LA1971_MARKER: DV = VERTICAL CONTROL DISK
 LA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1971_STAMPING: H 222 RESET 1977
 LA1971_MARK LOGO: NGS
 LA1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1971+STABILITY: SURFACE MOTION
 LA1971
 LA1971  HISTORY     - Date     Condition        Report By
 LA1971  HISTORY     - 1977     MONUMENTED       NGS
 LA1971  HISTORY     - 19780412 GOOD             NGS
 LA1971
 LA1971                          STATION DESCRIPTION
 LA1971
 LA1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LA1971'3.6 MI SE FROM TOWNLEY.
 LA1971'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 LA1971'STATE HIGHWAY 101 IN TOWNLEY, AT THE OHIO-INDIANA STATE LINE,  290
 LA1971'FEET SOUTHEAST OF THE INTERSECTION OF STAT LINE ROAD AND U.S. HIGHWAY
 LA1971'30, 85.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 30, 9.0 FEET
 LA1971'WEST OF A CORNER POST, 1.0 FOOT NORTH OF A FENCE, AND IN THE SOUTHEAST
 LA1971'ANGLE OF THE INTERSECTION.
 LA1971'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LA1971'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 LA1971
 LA1971                          STATION RECOVERY (1978)
 LA1971
 LA1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LA1971'ABOUT 3.5 MILES (5.6 KM) SOUTHEAST ALONG US HIGHWAY 30 FROM THE
 LA1971'INTERSECTION OF STATE HIGHWAY 101 IN TOWNLEY, AT THE OHIO-INDIANA
 LA1971'STATE LINE, 290 FEET (88.4 M) SOUTHEAST OF THE INTERSECTION OF STATE
 LA1971'LINE ROAD AND US HIGHWAY 30, 85 FEET (25.9 M) SOUTHWEST OF THE
 LA1971'CENTERLINE OF US HIGHWAY 30, 9 FEET (2.7 M) WEST OF A CORNER POST, 1
 LA1971'FOOT (0.3 M) NORTH OF A FENCE, 1 FOOT (0.3 M) EAST OF A METAL WITNESS
 LA1971'POST AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION AND ABOUT 3 FEET
 LA1971'(0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0698 ***********************************************************************
 LA0698  DESIGNATION -  H 223
 LA0698  PID         -  LA0698
 LA0698  STATE/COUNTY-  IN/ADAMS
 LA0698  COUNTRY     -  US
 LA0698  USGS QUAD   -  HOAGLAND (2019)
 LA0698
 LA0698                         *CURRENT SURVEY CONTROL
 LA0698  ______________________________________________________________________
 LA0698* NAD 83(1986) POSITION- 40 52 35.     (N) 084 55 12.     (W)   SCALED
 LA0698* NAVD 88 ORTHO HEIGHT -   246.115 (meters)      807.46  (feet) ADJUSTED
 LA0698  ______________________________________________________________________
 LA0698  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 LA0698  DYNAMIC HEIGHT  -        246.009 (meters)      807.11  (feet) COMP
 LA0698  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 LA0698
 LA0698  VERT ORDER      -  SECOND    CLASS 0
 LA0698
 LA0698.The horizontal coordinates were scaled from a map and have
 LA0698.an estimated accuracy of +/- 6 seconds.
 LA0698
 LA0698.The orthometric height was determined by differential leveling and
 LA0698.adjusted by the NATIONAL GEODETIC SURVEY
 LA0698.in June 1991.
 LA0698
 LA0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0698.GEOID18 height accuracy estimate available here.
 LA0698
 LA0698.Click photographs - Photos may exist for this station.
 LA0698
 LA0698.The dynamic height is computed by dividing the NAVD 88
 LA0698.geopotential number by the normal gravity value computed on the
 LA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0698.degrees latitude (g = 980.6199 gals.).
 LA0698
 LA0698.The modeled gravity was interpolated from observed gravity values.
 LA0698
 LA0698;                    North         East    Units  Estimated Accuracy
 LA0698;SPC IN E     -   625,100.      162,940.      MT  (+/- 180 meters Scaled)
 LA0698
 LA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752271(NAD 83)
 LA0698
 LA0698                          SUPERSEDED SURVEY CONTROL
 LA0698
 LA0698  NGVD 29 (??/??/92)  246.269  (m)          807.97   (f) ADJ UNCH    2 0
 LA0698
 LA0698.Superseded values are not recommended for survey control.
 LA0698
 LA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0698.See file dsdata.pdf to determine how the superseded data were derived.
 LA0698
 LA0698_MARKER: DB = BENCH MARK DISK
 LA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0698_STAMPING: H 223 1947
 LA0698_MARK LOGO: CGS
 LA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0698+STABILITY: SURFACE MOTION
 LA0698
 LA0698  HISTORY     - Date     Condition        Report By
 LA0698  HISTORY     - 1947     MONUMENTED       CGS
 LA0698  HISTORY     - 1974     GOOD             BRADY
 LA0698
 LA0698                          STATION DESCRIPTION
 LA0698
 LA0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0698'5.6 MI NE FROM DECATUR.
 LA0698'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE CROSSING
 LA0698'OF THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 1.9 MILES EAST ALONG
 LA0698'A GRAVEL ROAD, AT A CROSS ROAD AND CEMETERY, 200 FEET WEST OF THE
 LA0698'CENTER LINE OF THE CROSS ROAD, 46 FEET SOUTH OF THE CENTER LINE
 LA0698'OF THE ROAD, 14.5 FEET SOUTHWEST OF THE NORTHWEST FENCE CORNER OF
 LA0698'THE CEMETERY, 3.5 FEET WEST OF THE CEMETERY FENCE, 1.7 FEET NORTH
 LA0698'OF A BOARD FENCE OF A CATTLE PEN IN THE NORTHEAST CORNER OF A PASTURE,
 LA0698'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0698'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LA0698
 LA0698                          STATION RECOVERY (1974)
 LA0698
 LA0698'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0842 ***********************************************************************
 LA0842  DESIGNATION -  H 224
 LA0842  PID         -  LA0842
 LA0842  STATE/COUNTY-  IN/WELLS
 LA0842  COUNTRY     -  US
 LA0842  USGS QUAD   -  BLUFFTON (2019)
 LA0842
 LA0842                         *CURRENT SURVEY CONTROL
 LA0842  ______________________________________________________________________
 LA0842* NAD 83(1986) POSITION- 40 44 33.     (N) 085 07 36.     (W)   SCALED
 LA0842* NAVD 88 ORTHO HEIGHT -   259.045 (meters)      849.88  (feet) ADJUSTED
 LA0842  ______________________________________________________________________
 LA0842  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 LA0842  DYNAMIC HEIGHT  -        258.923 (meters)      849.48  (feet) COMP
 LA0842  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 LA0842
 LA0842  VERT ORDER      -  SECOND    CLASS 0
 LA0842
 LA0842.The horizontal coordinates were scaled from a map and have
 LA0842.an estimated accuracy of +/- 6 seconds.
 LA0842
 LA0842.The orthometric height was determined by differential leveling and
 LA0842.adjusted by the NATIONAL GEODETIC SURVEY
 LA0842.in June 1991.
 LA0842
 LA0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0842.GEOID18 height accuracy estimate available here.
 LA0842
 LA0842.Click photographs - Photos may exist for this station.
 LA0842
 LA0842.The dynamic height is computed by dividing the NAVD 88
 LA0842.geopotential number by the normal gravity value computed on the
 LA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0842.degrees latitude (g = 980.6199 gals.).
 LA0842
 LA0842.The modeled gravity was interpolated from observed gravity values.
 LA0842
 LA0842;                    North         East    Units  Estimated Accuracy
 LA0842;SPC IN E     -   610,100.      145,610.      MT  (+/- 180 meters Scaled)
 LA0842
 LA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL581118(NAD 83)
 LA0842
 LA0842                          SUPERSEDED SURVEY CONTROL
 LA0842
 LA0842  NGVD 29 (??/??/92)  259.187  (m)          850.35   (f) ADJ UNCH    2 0
 LA0842
 LA0842.Superseded values are not recommended for survey control.
 LA0842
 LA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0842.See file dsdata.pdf to determine how the superseded data were derived.
 LA0842
 LA0842_MARKER: DB = BENCH MARK DISK
 LA0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0842_STAMPING: H 224 1947
 LA0842_MARK LOGO: CGS
 LA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0842+STABILITY: SURFACE MOTION
 LA0842
 LA0842  HISTORY     - Date     Condition        Report By
 LA0842  HISTORY     - 1947     MONUMENTED       CGS
 LA0842
 LA0842                          STATION DESCRIPTION
 LA0842
 LA0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0842'2.4 MI E FROM BLUFFTON.
 LA0842'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0842'WITH STATE HIGHWAY 1 AT BLUFFTON, ABOUT 0.5 MILE EAST OF THE
 LA0842'JUNCTION OF STATE HIGHWAY 201 SOUTH, AT THE JUNCTION OF A ROAD
 LA0842'LEADING SOUTH, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0842'23 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 3.5 FEET EAST
 LA0842'OF POWER POLE NO. 72, 4.5 FEET EAST OF A FENCE CORNER POST, 1.5 FEET
 LA0842'NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1
 LA0842'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0842'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0836 ***********************************************************************
 LA0836  DESIGNATION -  H 225
 LA0836  PID         -  LA0836
 LA0836  STATE/COUNTY-  IN/ADAMS
 LA0836  COUNTRY     -  US
 LA0836  USGS QUAD   -  LINN GROVE (2019)
 LA0836
 LA0836                         *CURRENT SURVEY CONTROL
 LA0836  ______________________________________________________________________
 LA0836* NAD 83(1986) POSITION- 40 39 19.     (N) 085 04 06.     (W)   SCALED
 LA0836* NAVD 88 ORTHO HEIGHT -   252.696 (meters)      829.05  (feet) ADJUSTED
 LA0836  ______________________________________________________________________
 LA0836  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 LA0836  DYNAMIC HEIGHT  -        252.574 (meters)      828.65  (feet) COMP
 LA0836  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LA0836
 LA0836  VERT ORDER      -  SECOND    CLASS 0
 LA0836
 LA0836.The horizontal coordinates were scaled from a map and have
 LA0836.an estimated accuracy of +/- 6 seconds.
 LA0836
 LA0836.The orthometric height was determined by differential leveling and
 LA0836.adjusted by the NATIONAL GEODETIC SURVEY
 LA0836.in June 1991.
 LA0836
 LA0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0836.GEOID18 height accuracy estimate available here.
 LA0836
 LA0836.Click photographs - Photos may exist for this station.
 LA0836
 LA0836.The dynamic height is computed by dividing the NAVD 88
 LA0836.geopotential number by the normal gravity value computed on the
 LA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0836.degrees latitude (g = 980.6199 gals.).
 LA0836
 LA0836.The modeled gravity was interpolated from observed gravity values.
 LA0836
 LA0836;                    North         East    Units  Estimated Accuracy
 LA0836;SPC IN E     -   600,450.      150,600.      MT  (+/- 180 meters Scaled)
 LA0836
 LA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL633022(NAD 83)
 LA0836
 LA0836                          SUPERSEDED SURVEY CONTROL
 LA0836
 LA0836  NGVD 29 (??/??/92)  252.841  (m)          829.53   (f) ADJ UNCH    2 0
 LA0836
 LA0836.Superseded values are not recommended for survey control.
 LA0836
 LA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0836.See file dsdata.pdf to determine how the superseded data were derived.
 LA0836
 LA0836_MARKER: DB = BENCH MARK DISK
 LA0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0836_SP_SET: DRAIN
 LA0836_STAMPING: H 225 1947
 LA0836_MARK LOGO: CGS
 LA0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0836
 LA0836  HISTORY     - Date     Condition        Report By
 LA0836  HISTORY     - 1947     MONUMENTED       CGS
 LA0836
 LA0836                          STATION DESCRIPTION
 LA0836
 LA0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0836'4.5 MI E FROM REIFFSBURG.
 LA0836'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 118 FROM THE INTERSECTION
 LA0836'OF STATE HIGHWAY 1 AT REIFFSBURG, ABOUT 115 YARDS EAST OF THE
 LA0836'JUNCTION OF A ROAD LEADING NORTH AND THE ADAMS-WELLS COUNTY LINE,
 LA0836'31.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET IN
 LA0836'THE TOP OF THE CENTER OF THE NORTH WALL OF A 3 BY 3 FOOT GRILL
 LA0836'COVERED CONCRETE DRAIN BOX, AND ABOUT 1.5 FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0648 ***********************************************************************
 LA0648  DESIGNATION -  H 226
 LA0648  PID         -  LA0648
 LA0648  STATE/COUNTY-  IN/JAY
 LA0648  COUNTRY     -  US
 LA0648  USGS QUAD   -  GENEVA (2019)
 LA0648
 LA0648                         *CURRENT SURVEY CONTROL
 LA0648  ______________________________________________________________________
 LA0648* NAD 83(1986) POSITION- 40 31 35.     (N) 084 58 09.     (W)   SCALED
 LA0648* NAVD 88 ORTHO HEIGHT -   262.831 (meters)      862.30  (feet) ADJUSTED
 LA0648  ______________________________________________________________________
 LA0648  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0648  DYNAMIC HEIGHT  -        262.703 (meters)      861.88  (feet) COMP
 LA0648  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 LA0648
 LA0648  VERT ORDER      -  SECOND    CLASS 0
 LA0648
 LA0648.The horizontal coordinates were scaled from a map and have
 LA0648.an estimated accuracy of +/- 6 seconds.
 LA0648
 LA0648.The orthometric height was determined by differential leveling and
 LA0648.adjusted by the NATIONAL GEODETIC SURVEY
 LA0648.in June 1991.
 LA0648
 LA0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0648.GEOID18 height accuracy estimate available here.
 LA0648
 LA0648.Click photographs - Photos may exist for this station.
 LA0648
 LA0648.The dynamic height is computed by dividing the NAVD 88
 LA0648.geopotential number by the normal gravity value computed on the
 LA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0648.degrees latitude (g = 980.6199 gals.).
 LA0648
 LA0648.The modeled gravity was interpolated from observed gravity values.
 LA0648
 LA0648;                    North         East    Units  Estimated Accuracy
 LA0648;SPC IN E     -   586,200.      159,100.      MT  (+/- 180 meters Scaled)
 LA0648
 LA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720881(NAD 83)
 LA0648
 LA0648                          SUPERSEDED SURVEY CONTROL
 LA0648
 LA0648  NGVD 29 (??/??/92)  262.981  (m)          862.80   (f) ADJ UNCH    2 0
 LA0648
 LA0648.Superseded values are not recommended for survey control.
 LA0648
 LA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0648.See file dsdata.pdf to determine how the superseded data were derived.
 LA0648
 LA0648_MARKER: DB = BENCH MARK DISK
 LA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0648_STAMPING: H 226 1947
 LA0648_MARK LOGO: CGS
 LA0648_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0648+STABILITY: SURFACE MOTION
 LA0648
 LA0648  HISTORY     - Date     Condition        Report By
 LA0648  HISTORY     - 1947     MONUMENTED       CGS
 LA0648
 LA0648                          STATION DESCRIPTION
 LA0648
 LA0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0648'0.5 MI S FROM BRYANT.
 LA0648'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0648'CHURCH AT BRYANT, AT THE T JUNCTION OF A GRAVEL ROAD LEADING
 LA0648'EAST, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 LA0648'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 26 FEET NORTHEAST
 LA0648'OF A HIGHWAY R/W MARKER POST, 9 FEET SOUTHWEST OF A HIGHWAY
 LA0648'R/W MARKER POST, 1 FOOT NORTHWEST OF A WIRE FENCE, 17 FEET
 LA0648'NORTHEAST OF A DRIVE TO A CULTIVATED FIELD, 2 FEET NORTHEAST
 LA0648'OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW THE HIGHWAY AND
 LA0648'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0537 ***********************************************************************
 LA0537  DESIGNATION -  H 227
 LA0537  PID         -  LA0537
 LA0537  STATE/COUNTY-  IN/JAY
 LA0537  COUNTRY     -  US
 LA0537  USGS QUAD   -  GENEVA (2019)
 LA0537
 LA0537                         *CURRENT SURVEY CONTROL
 LA0537  ______________________________________________________________________
 LA0537* NAD 83(1986) POSITION- 40 32 33.     (N) 084 52 38.     (W)   SCALED
 LA0537* NAVD 88 ORTHO HEIGHT -   265.277 (meters)      870.33  (feet) ADJUSTED
 LA0537  ______________________________________________________________________
 LA0537  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LA0537  DYNAMIC HEIGHT  -        265.149 (meters)      869.91  (feet) COMP
 LA0537  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 LA0537
 LA0537  VERT ORDER      -  SECOND    CLASS 0
 LA0537
 LA0537.The horizontal coordinates were scaled from a map and have
 LA0537.an estimated accuracy of +/- 6 seconds.
 LA0537
 LA0537.The orthometric height was determined by differential leveling and
 LA0537.adjusted by the NATIONAL GEODETIC SURVEY
 LA0537.in June 1991.
 LA0537
 LA0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0537.GEOID18 height accuracy estimate available here.
 LA0537
 LA0537.Click photographs - Photos may exist for this station.
 LA0537
 LA0537.The dynamic height is computed by dividing the NAVD 88
 LA0537.geopotential number by the normal gravity value computed on the
 LA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0537.degrees latitude (g = 980.6199 gals.).
 LA0537
 LA0537.The modeled gravity was interpolated from observed gravity values.
 LA0537
 LA0537;                    North         East    Units  Estimated Accuracy
 LA0537;SPC IN E     -   588,050.      166,880.      MT  (+/- 180 meters Scaled)
 LA0537
 LA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK797901(NAD 83)
 LA0537
 LA0537                          SUPERSEDED SURVEY CONTROL
 LA0537
 LA0537  NGVD 29 (??/??/92)  265.429  (m)          870.83   (f) ADJ UNCH    2 0
 LA0537
 LA0537.Superseded values are not recommended for survey control.
 LA0537
 LA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0537.See file dsdata.pdf to determine how the superseded data were derived.
 LA0537
 LA0537_MARKER: DB = BENCH MARK DISK
 LA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0537_STAMPING: H 227 1947
 LA0537_MARK LOGO: CGS
 LA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0537+STABILITY: SURFACE MOTION
 LA0537
 LA0537  HISTORY     - Date     Condition        Report By
 LA0537  HISTORY     - 1947     MONUMENTED       CGS
 LA0537
 LA0537                          STATION DESCRIPTION
 LA0537
 LA0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0537'1.8 MI W FROM TRINITY.
 LA0537'ABOUT 1.75 MILE WEST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0537'CHURCH AT TRINITY, AT A CROSS ROAD (BLACK TOP NORTH - GRAVEL
 LA0537'SOUTH), 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 81
 LA0537'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 63 FEET
 LA0537'WEST-NORTHWEST OF THE WEST END OF A RIGHT-ANGLE SHAPED HEAD
 LA0537'WALL OF A PIPE CULVERT UNDER THE CROSS ROAD, 63 FEET WEST OF A
 LA0537'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A
 LA0537'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0537'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0538 ***********************************************************************
 LA0538  DESIGNATION -  H 227 RESET
 LA0538  PID         -  LA0538
 LA0538  STATE/COUNTY-  IN/JAY
 LA0538  COUNTRY     -  US
 LA0538  USGS QUAD   -  GENEVA (2019)
 LA0538
 LA0538                         *CURRENT SURVEY CONTROL
 LA0538  ______________________________________________________________________
 LA0538* NAD 83(1986) POSITION- 40 32 33.     (N) 084 52 38.     (W)   SCALED
 LA0538* NAVD 88 ORTHO HEIGHT -   265.39  (meters)      870.7   (feet) RESET
 LA0538  ______________________________________________________________________
 LA0538  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LA0538  VERT ORDER      -  THIRD
 LA0538
 LA0538.The horizontal coordinates were scaled from a map and have
 LA0538.an estimated accuracy of +/- 6 seconds.
 LA0538
 LA0538.The orthometric height was computed from unverified reset data.
 LA0538
 LA0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0538.GEOID18 height accuracy estimate available here.
 LA0538
 LA0538.Click photographs - Photos may exist for this station.
 LA0538
 LA0538;                    North         East    Units  Estimated Accuracy
 LA0538;SPC IN E     -   588,050.      166,880.      MT  (+/- 180 meters Scaled)
 LA0538
 LA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK797901(NAD 83)
 LA0538
 LA0538                          SUPERSEDED SURVEY CONTROL
 LA0538
 LA0538  NGVD 29 (??/??/??)  265.54   (m)          871.2    (f) RESET       3  
 LA0538
 LA0538.Superseded values are not recommended for survey control.
 LA0538
 LA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0538.See file dsdata.pdf to determine how the superseded data were derived.
 LA0538
 LA0538_MARKER: DB = BENCH MARK DISK
 LA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0538_STAMPING: H 227 1947 RESET 1962
 LA0538_MARK LOGO: CGS
 LA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0538+STABILITY: SURFACE MOTION
 LA0538
 LA0538  HISTORY     - Date     Condition        Report By
 LA0538  HISTORY     - 1962     MONUMENTED       CGS
 LA0538
 LA0538                          STATION DESCRIPTION
 LA0538
 LA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA0538'1.8 MI W FROM TRINITY.
 LA0538'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0538'CHURCH AT TRINITY, AT A CROSSROAD, 121 FEET NORTH OF THE
 LA0538'CENTERLINE OF HIGHWAY 67, 17 FEET WEST OF THE CENTERLINE OF A
 LA0538'PAVED ROAD, 1 FOOT SOUTH OF A POWER POLE WITH A GUY WIRE AND SET
 LA0538'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0446 ***********************************************************************
 LA0446  DESIGNATION -  H 228
 LA0446  PID         -  LA0446
 LA0446  STATE/COUNTY-  IN/RANDOLPH
 LA0446  COUNTRY     -  US
 LA0446  USGS QUAD   -  SPARTANBURG (2019)
 LA0446
 LA0446                         *CURRENT SURVEY CONTROL
 LA0446  ______________________________________________________________________
 LA0446* NAD 83(1986) POSITION- 40 03 50.     (N) 084 49 41.     (W)   SCALED
 LA0446* NAVD 88 ORTHO HEIGHT -   355.482 (meters)     1166.28  (feet) ADJUSTED
 LA0446  ______________________________________________________________________
 LA0446  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 LA0446  DYNAMIC HEIGHT  -        355.285 (meters)     1165.63  (feet) COMP
 LA0446  MODELED GRAVITY -    980,059.0   (mgal)                       NAVD 88
 LA0446
 LA0446  VERT ORDER      -  SECOND    CLASS 0
 LA0446
 LA0446.The horizontal coordinates were scaled from a map and have
 LA0446.an estimated accuracy of +/- 6 seconds.
 LA0446
 LA0446.The orthometric height was determined by differential leveling and
 LA0446.adjusted by the NATIONAL GEODETIC SURVEY
 LA0446.in June 1991.
 LA0446
 LA0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0446.GEOID18 height accuracy estimate available here.
 LA0446
 LA0446.Click photographs - Photos may exist for this station.
 LA0446
 LA0446.The dynamic height is computed by dividing the NAVD 88
 LA0446.geopotential number by the normal gravity value computed on the
 LA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0446.degrees latitude (g = 980.6199 gals.).
 LA0446
 LA0446.The modeled gravity was interpolated from observed gravity values.
 LA0446
 LA0446;                    North         East    Units  Estimated Accuracy
 LA0446;SPC IN E     -   534,950.      171,540.      MT  (+/- 180 meters Scaled)
 LA0446
 LA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK852371(NAD 83)
 LA0446
 LA0446                          SUPERSEDED SURVEY CONTROL
 LA0446
 LA0446  NGVD 29 (??/??/92)  355.620  (m)         1166.73   (f) ADJ UNCH    2 0
 LA0446
 LA0446.Superseded values are not recommended for survey control.
 LA0446
 LA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0446.See file dsdata.pdf to determine how the superseded data were derived.
 LA0446
 LA0446_MARKER: DB = BENCH MARK DISK
 LA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0446_STAMPING: H 228 1947
 LA0446_MARK LOGO: CGS
 LA0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0446+STABILITY: SURFACE MOTION
 LA0446
 LA0446  HISTORY     - Date     Condition        Report By
 LA0446  HISTORY     - 1947     MONUMENTED       CGS
 LA0446
 LA0446                          STATION DESCRIPTION
 LA0446
 LA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0446'5.3 MI N FROM BETHEL.
 LA0446'ABOUT 5.3 NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0446'AT BETHEL, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF U.S.
 LA0446'HIGHWAY 36, AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST,
 LA0446'29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH
 LA0446'OF THE CENTER LINE (PROLONGED) OF THE ROAD WEST, 22.5 FEET
 LA0446'SOUTH OF A FENCE CORNER, 1.3 FEET WEST OF A WIRE FENCE, 2.5
 LA0446'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0446'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0446'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0418 ***********************************************************************
 LA0418  DESIGNATION -  H 229
 LA0418  PID         -  LA0418
 LA0418  STATE/COUNTY-  IN/RANDOLPH
 LA0418  COUNTRY     -  US
 LA0418  USGS QUAD   -  LYNN (2019)
 LA0418
 LA0418                         *CURRENT SURVEY CONTROL
 LA0418  ______________________________________________________________________
 LA0418* NAD 83(1986) POSITION- 40 03 47.11   (N) 084 59 17.44   (W)   HD_HELD1
 LA0418* NAVD 88 ORTHO HEIGHT -   357.636 (meters)     1173.34  (feet) ADJUSTED
 LA0418  ______________________________________________________________________
 LA0418  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LA0418  DYNAMIC HEIGHT  -        357.435 (meters)     1172.68  (feet) COMP
 LA0418  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 LA0418
 LA0418  VERT ORDER      -  SECOND    CLASS 0
 LA0418
 LA0418.The horizontal coordinates were determined by differentially corrected
 LA0418.hand held GPS observations or other comparable positioning techniques
 LA0418.and have an estimated accuracy of +/- 3 meters.
 LA0418
 LA0418.The orthometric height was determined by differential leveling and
 LA0418.adjusted by the NATIONAL GEODETIC SURVEY
 LA0418.in June 1991.
 LA0418
 LA0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0418.GEOID18 height accuracy estimate available here.
 LA0418
 LA0418.Click photographs - Photos may exist for this station.
 LA0418
 LA0418.The dynamic height is computed by dividing the NAVD 88
 LA0418.geopotential number by the normal gravity value computed on the
 LA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0418.degrees latitude (g = 980.6199 gals.).
 LA0418
 LA0418.The modeled gravity was interpolated from observed gravity values.
 LA0418
 LA0418;                    North         East    Units  Estimated Accuracy
 LA0418;SPC IN E     -   534,742.8     157,883.7     MT  (+/- 3 meters HH1 GPS) 
 LA0418
 LA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7157636698(NAD 83)
 LA0418
 LA0418                          SUPERSEDED SURVEY CONTROL
 LA0418
 LA0418  NGVD 29 (??/??/92)  357.770  (m)         1173.78   (f) ADJ UNCH    2 0
 LA0418
 LA0418.Superseded values are not recommended for survey control.
 LA0418
 LA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0418.See file dsdata.pdf to determine how the superseded data were derived.
 LA0418
 LA0418_MARKER: DB = BENCH MARK DISK
 LA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0418_STAMPING: H 229 1947
 LA0418_MARK LOGO: CGS
 LA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0418+STABILITY: SURFACE MOTION
 LA0418
 LA0418  HISTORY     - Date     Condition        Report By
 LA0418  HISTORY     - 1947     MONUMENTED       CGS
 LA0418
 LA0418                          STATION DESCRIPTION
 LA0418
 LA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0418'2.5 MI N FROM BLOOMINGPORT.
 LA0418'ABOUT 2.5 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0418'AT BLOOMINGPORT, ABOUT 1.0 MILES NORTH OF THE INTERSECTION OF U.S.
 LA0418'HIGHWAY 36, AT A CROSS ROAD AND THE NEW LIBERTY CHRISTIAN CHURCH, AND
 LA0418'AT THE NORTHWEST CORNER OF A CEMETERY, ACROSS THE BLACK TOP ROAD FROM
 LA0418'THE CHURCH, 52 FEET EAST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTH
 LA0418'OF THE CENTER LINE OF THE CROSS ROAD, 2.8 FEET EAST OF THE NORTH END
 LA0418'CONCRETE POST OF A FENCE ALONG WEST SIDE OF THE CEMETERY, 14.7 FEET
 LA0418'NORTHWEST OF THE TOMBSTONE OF DELLA M. FRAME, 1.5 FEET NORTH OF A
 LA0418'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LA0418'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 LA0418'REACHED FROM LYNN, RANDOLPH COUNTY BY GOING ABOUT 2.8 MILES WEST
 LA0418'ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH U.S. HIGHWAY
 LA0418'27, THENCE ABOUT 1.0 MILES NORTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1100 ***********************************************************************
 LA1100  DESIGNATION -  H 231
 LA1100  PID         -  LA1100
 LA1100  STATE/COUNTY-  IN/JAY
 LA1100  COUNTRY     -  US
 LA1100  USGS QUAD   -  RIDGEVILLE (2019)
 LA1100
 LA1100                         *CURRENT SURVEY CONTROL
 LA1100  ______________________________________________________________________
 LA1100* NAD 83(1986) POSITION- 40 20 34.     (N) 085 03 24.     (W)   SCALED
 LA1100* NAVD 88 ORTHO HEIGHT -   306.375 (meters)     1005.17  (feet) ADJUSTED
 LA1100  ______________________________________________________________________
 LA1100  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 LA1100  DYNAMIC HEIGHT  -        306.218 (meters)     1004.65  (feet) COMP
 LA1100  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 LA1100
 LA1100  VERT ORDER      -  SECOND    CLASS 0
 LA1100
 LA1100.The horizontal coordinates were scaled from a map and have
 LA1100.an estimated accuracy of +/- 6 seconds.
 LA1100
 LA1100.The orthometric height was determined by differential leveling and
 LA1100.adjusted by the NATIONAL GEODETIC SURVEY
 LA1100.in June 1991.
 LA1100
 LA1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1100.GEOID18 height accuracy estimate available here.
 LA1100
 LA1100.Click photographs - Photos may exist for this station.
 LA1100
 LA1100.The dynamic height is computed by dividing the NAVD 88
 LA1100.geopotential number by the normal gravity value computed on the
 LA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1100.degrees latitude (g = 980.6199 gals.).
 LA1100
 LA1100.The modeled gravity was interpolated from observed gravity values.
 LA1100
 LA1100;                    North         East    Units  Estimated Accuracy
 LA1100;SPC IN E     -   565,760.      151,830.      MT  (+/- 180 meters Scaled)
 LA1100
 LA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK650676(NAD 83)
 LA1100
 LA1100                          SUPERSEDED SURVEY CONTROL
 LA1100
 LA1100  NGVD 29 (??/??/92)  306.521  (m)         1005.64   (f) ADJ UNCH    2 0
 LA1100
 LA1100.Superseded values are not recommended for survey control.
 LA1100
 LA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1100.See file dsdata.pdf to determine how the superseded data were derived.
 LA1100
 LA1100_MARKER: DB = BENCH MARK DISK
 LA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1100_STAMPING: H 231 1947
 LA1100_MARK LOGO: CGS
 LA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1100+STABILITY: SURFACE MOTION
 LA1100
 LA1100  HISTORY     - Date     Condition        Report By
 LA1100  HISTORY     - 1947     MONUMENTED       CGS
 LA1100
 LA1100                          STATION DESCRIPTION
 LA1100
 LA1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1100'0.8 MI SE FROM NEW MT PLEASANT.
 LA1100'ABOUT 0.85 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE NEW
 LA1100'MT. PLEASANT M.E. CHURCH AT NEW MT. PLEASANT, ABOUT 0.15 MILE
 LA1100'SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, AT THE
 LA1100'JUNCTION OF A GRAVEL ROAD LEADING WEST, 245 FEET EAST-SOUTHEAST
 LA1100'AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A LARGE WHITE
 LA1100'BARN, 42 FEET NORTHEAST AND ACROSS THE ROAD FROM THE SOUTH END
 LA1100'OF A 14-INCH PIPE CULVERT UNDER THE ROAD WEST, 27 FEET NORTHEAST
 LA1100'OF THE CENTER LINE OF THE ROAD, ABOUT IN LINE WITH THE ROAD
 LA1100'WEST, 6 FEET NORTHEAST OF A POWER POLE, 1 FOOT NORTHWEST OF
 LA1100'A FENCE LINE LEADING NORTHEAST, 2 FEET NORTHEAST OF A WHITE
 LA1100'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN
 LA1100'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0394 ***********************************************************************
 LA0394  DESIGNATION -  H 232
 LA0394  PID         -  LA0394
 LA0394  STATE/COUNTY-  IN/RANDOLPH
 LA0394  COUNTRY     -  US
 LA0394  USGS QUAD   -  COSMOS (2016)
 LA0394
 LA0394                         *CURRENT SURVEY CONTROL
 LA0394  ______________________________________________________________________
 LA0394* NAD 83(1986) POSITION- 40 16 54.     (N) 084 49 28.     (W)   SCALED
 LA0394* NAVD 88 ORTHO HEIGHT -   308.845 (meters)     1013.27  (feet) ADJUSTED
 LA0394  ______________________________________________________________________
 LA0394  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 LA0394  DYNAMIC HEIGHT  -        308.686 (meters)     1012.75  (feet) COMP
 LA0394  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 LA0394
 LA0394  VERT ORDER      -  SECOND    CLASS 0
 LA0394
 LA0394.The horizontal coordinates were scaled from a map and have
 LA0394.an estimated accuracy of +/- 6 seconds.
 LA0394
 LA0394.The orthometric height was determined by differential leveling and
 LA0394.adjusted by the NATIONAL GEODETIC SURVEY
 LA0394.in June 1991.
 LA0394
 LA0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0394.GEOID18 height accuracy estimate available here.
 LA0394
 LA0394.Click photographs - Photos may exist for this station.
 LA0394
 LA0394.The dynamic height is computed by dividing the NAVD 88
 LA0394.geopotential number by the normal gravity value computed on the
 LA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0394.degrees latitude (g = 980.6199 gals.).
 LA0394
 LA0394.The modeled gravity was interpolated from observed gravity values.
 LA0394
 LA0394;                    North         East    Units  Estimated Accuracy
 LA0394;SPC IN E     -   559,130.      171,620.      MT  (+/- 180 meters Scaled)
 LA0394
 LA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849612(NAD 83)
 LA0394
 LA0394                          SUPERSEDED SURVEY CONTROL
 LA0394
 LA0394  NGVD 29 (??/??/92)  308.997  (m)         1013.77   (f) ADJ UNCH    2 0
 LA0394
 LA0394.Superseded values are not recommended for survey control.
 LA0394
 LA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0394.See file dsdata.pdf to determine how the superseded data were derived.
 LA0394
 LA0394_MARKER: DB = BENCH MARK DISK
 LA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0394_STAMPING: H 232 1947
 LA0394_MARK LOGO: CGS
 LA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0394+STABILITY: SURFACE MOTION
 LA0394
 LA0394  HISTORY     - Date     Condition        Report By
 LA0394  HISTORY     - 1947     MONUMENTED       CGS
 LA0394
 LA0394                          STATION DESCRIPTION
 LA0394
 LA0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0394'3 MI S FROM SALEM.
 LA0394'ABOUT 1.0 MILE EAST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0394'FROM THE CROSSROADS AT SALEM, THENCE ABOUT 2.0 MILES SOUTH ALONG A
 LA0394'BLACK-TOP ROAD, ABOUT 0.45 MILE NORTH OF THE JUNCTION OF A GRAVEL
 LA0394'ROAD LEADING EAST, ON THE WEST SIDE OF THE ROAD AT A FARM OWNED
 LA0394'BY MRS. JAMES D. MONEY, 101 FEET EAST OF THE SOUTHEAST CORNER
 LA0394'OF A BARN, 210 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LA0394'THE HOUSE, 81 FEET NORTH OF A T FENCE CORNER POST IN THE FENCE
 LA0394'LINE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 LA0394'OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD
 LA0394'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2100 ***********************************************************************
 ME2100  DESIGNATION -  H 233 RESET
 ME2100  PID         -  ME2100
 ME2100  STATE/COUNTY-  IN/LAKE
 ME2100  COUNTRY     -  US
 ME2100  USGS QUAD   -  LAKE CALUMET (2018)
 ME2100
 ME2100                         *CURRENT SURVEY CONTROL
 ME2100  ______________________________________________________________________
 ME2100* NAD 83(1986) POSITION- 41 41 29.     (N) 087 30 34.     (W)   SCALED
 ME2100* NAVD 88 ORTHO HEIGHT -   178.99  (+/-2cm)      587.2   (feet) VERTCON3
 ME2100  ______________________________________________________________________
 ME2100  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 ME2100  VERT ORDER      -  THIRD (See Below)
 ME2100
 ME2100.The horizontal coordinates were scaled from a map and have
 ME2100.an estimated accuracy of +/- 6 seconds.
 ME2100
 ME2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2100
 ME2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2100.GEOID18 height accuracy estimate available here.
 ME2100
 ME2100.The vertical order pertains to the NGVD 29 superseded value.
 ME2100
 ME2100.Click photographs - Photos may exist for this station.
 ME2100
 ME2100;                    North         East    Units  Estimated Accuracy
 ME2100;SPC IN W     -   715,430.      864,530.      MT  (+/- 180 meters Scaled)
 ME2100
 ME2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM576156(NAD 83)
 ME2100
 ME2100                          SUPERSEDED SURVEY CONTROL
 ME2100
 ME2100  NGVD 29 (08/22/16)  179.10   (m)          587.6    (f) RESET       3  
 ME2100
 ME2100.Superseded values are not recommended for survey control.
 ME2100
 ME2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2100.See file dsdata.pdf to determine how the superseded data were derived.
 ME2100
 ME2100_MARKER: DV = VERTICAL CONTROL DISK
 ME2100_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME2100_SP_SET: SLAB
 ME2100_STAMPING: H 233 RESET 1978
 ME2100_MARK LOGO: NGS
 ME2100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2100+STABILITY: POSITION/ELEVATION WELL
 ME2100
 ME2100  HISTORY     - Date     Condition        Report By
 ME2100  HISTORY     - 1978     MONUMENTED       NGS
 ME2100
 ME2100                          STATION DESCRIPTION
 ME2100
 ME2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 ME2100'IN HAMMOND.
 ME2100'IN HAMMOND, AT THE CROSSING OF THE CALUMET AVENUE AND PENN CENTRAL
 ME2100'RAILROAD, 61 FEET NORTHWEST OF CENTERLINE OF CALUMET AVENUE, 25 FEET
 ME2100'NORTHEAST OF A WIRE FENCE, 7 FEET NORTHWEST OF A TELEPHONE POLE, 8
 ME2100'FEET SOUTH-SOUTHWEST OF THE RAILROAD TRACKS, IN TOP OF A 10 BY 2
 ME2100'FOOT CONCRET SLAB.
 ME2100'THE MARK IS 1.0 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1187 ***********************************************************************
 LA1187  DESIGNATION -  H 234
 LA1187  PID         -  LA1187
 LA1187  STATE/COUNTY-  IN/BLACKFORD
 LA1187  COUNTRY     -  US
 LA1187  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1187
 LA1187                         *CURRENT SURVEY CONTROL
 LA1187  ______________________________________________________________________
 LA1187* NAD 83(1986) POSITION- 40 22 38.     (N) 085 22 11.     (W)   SCALED
 LA1187* NAVD 88 ORTHO HEIGHT -   282.238 (meters)      925.98  (feet) ADJUSTED
 LA1187  ______________________________________________________________________
 LA1187  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 LA1187  DYNAMIC HEIGHT  -        282.094 (meters)      925.50  (feet) COMP
 LA1187  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 LA1187
 LA1187  VERT ORDER      -  SECOND    CLASS 0
 LA1187
 LA1187.The horizontal coordinates were scaled from a map and have
 LA1187.an estimated accuracy of +/- 6 seconds.
 LA1187
 LA1187.The orthometric height was determined by differential leveling and
 LA1187.adjusted by the NATIONAL GEODETIC SURVEY
 LA1187.in June 1991.
 LA1187
 LA1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1187.GEOID18 height accuracy estimate available here.
 LA1187
 LA1187.Click photographs - Photos may exist for this station.
 LA1187
 LA1187.The dynamic height is computed by dividing the NAVD 88
 LA1187.geopotential number by the normal gravity value computed on the
 LA1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1187.degrees latitude (g = 980.6199 gals.).
 LA1187
 LA1187.The modeled gravity was interpolated from observed gravity values.
 LA1187
 LA1187;                    North         East    Units  Estimated Accuracy
 LA1187;SPC IN E     -   569,450.      125,220.      MT  (+/- 180 meters Scaled)
 LA1187
 LA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383709(NAD 83)
 LA1187
 LA1187                          SUPERSEDED SURVEY CONTROL
 LA1187
 LA1187  NGVD 29 (??/??/92)  282.373  (m)          926.42   (f) ADJ UNCH    2 0
 LA1187
 LA1187.Superseded values are not recommended for survey control.
 LA1187
 LA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1187.See file dsdata.pdf to determine how the superseded data were derived.
 LA1187
 LA1187_MARKER: DB = BENCH MARK DISK
 LA1187_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA1187_SP_SET: BOX CULVERT HEADWALL
 LA1187_STAMPING: H 234 1947
 LA1187_MARK LOGO: CGS
 LA1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1187+STABILITY: SURFACE MOTION
 LA1187
 LA1187  HISTORY     - Date     Condition        Report By
 LA1187  HISTORY     - 1947     MONUMENTED       CGS
 LA1187
 LA1187                          STATION DESCRIPTION
 LA1187
 LA1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1187'5 MI S FROM HARTFORD CITY.
 LA1187'ABOUT 5.05 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 LA1187'OF STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, ABOUT 0.1 MILE SOUTH
 LA1187'OF THE DELAWARE-BLACKFORD COUNTY LINE, SET IN THE TOP OF THE
 LA1187'NORTH END OF THE EAST HEAD WALL OF A 4 BY 3 FOOT CONCRETE BOX
 LA1187'CULVERT, 19 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 LA1187'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2363 ***********************************************************************
 JZ2363  DESIGNATION -  H 235
 JZ2363  PID         -  JZ2363
 JZ2363  STATE/COUNTY-  IN/HANCOCK
 JZ2363  COUNTRY     -  US
 JZ2363  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2363
 JZ2363                         *CURRENT SURVEY CONTROL
 JZ2363  ______________________________________________________________________
 JZ2363* NAD 83(1986) POSITION- 39 53 39.     (N) 085 55 22.     (W)   SCALED
 JZ2363* NAVD 88 ORTHO HEIGHT -   260.309 (meters)      854.03  (feet) ADJUSTED
 JZ2363  ______________________________________________________________________
 JZ2363  GEOID HEIGHT    -        -33.975 (meters)                     GEOID18
 JZ2363  DYNAMIC HEIGHT  -        260.163 (meters)      853.55  (feet) COMP
 JZ2363  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 JZ2363
 JZ2363  VERT ORDER      -  FIRST     CLASS II
 JZ2363
 JZ2363.The horizontal coordinates were scaled from a map and have
 JZ2363.an estimated accuracy of +/- 6 seconds.
 JZ2363
 JZ2363.The orthometric height was determined by differential leveling and
 JZ2363.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2363.in June 1991.
 JZ2363
 JZ2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2363.GEOID18 height accuracy estimate available here.
 JZ2363
 JZ2363.Click photographs - Photos may exist for this station.
 JZ2363
 JZ2363.The dynamic height is computed by dividing the NAVD 88
 JZ2363.geopotential number by the normal gravity value computed on the
 JZ2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2363.degrees latitude (g = 980.6199 gals.).
 JZ2363
 JZ2363.The modeled gravity was interpolated from observed gravity values.
 JZ2363
 JZ2363;                    North         East    Units  Estimated Accuracy
 JZ2363;SPC IN E     -   515,800.       78,100.      MT  (+/- 180 meters Scaled)
 JZ2363
 JZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK920165(NAD 83)
 JZ2363
 JZ2363                          SUPERSEDED SURVEY CONTROL
 JZ2363
 JZ2363  NGVD 29 (??/??/92)  260.442  (m)          854.47   (f) ADJ UNCH    1 2
 JZ2363
 JZ2363.Superseded values are not recommended for survey control.
 JZ2363
 JZ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2363.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2363
 JZ2363_MARKER: DB = BENCH MARK DISK
 JZ2363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2363_SP_SET: BRIDGE
 JZ2363_STAMPING: H 235 1947
 JZ2363_MARK LOGO: CGS
 JZ2363_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2363
 JZ2363  HISTORY     - Date     Condition        Report By
 JZ2363  HISTORY     - 1947     MONUMENTED       CGS
 JZ2363  HISTORY     - 19990101 GOOD             INDNR
 JZ2363  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2363
 JZ2363                          STATION DESCRIPTION
 JZ2363
 JZ2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2363'2.1 MI NE FROM OAKLANDON.
 JZ2363'ABOUT 2.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2363'FROM THE OAKLANDON STATE BANK AT OAKLANDON, AT MC CORDSVILLE,
 JZ2363'ABOUT 9 RAILS SOUTHWEST OF MILE POST 268, ABOUT 8 RAILS NORTHEAST
 JZ2363'OF THE GRAIN ELEVATOR AT MC CORDSVILLE, 72 FEET SOUTHWEST OF A
 JZ2363'SIDING SWITCH STAND, SET IN THE TOP OF THE SOUTHEAST WING WALL
 JZ2363'AT THE NORTHEAST END OF 10 FOOT CONCRETE RAILROAD BRIDGE NO. 441,
 JZ2363'14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1 FOOT
 JZ2363'SOUTHEAST OF THE CONCRETE HEAD WALL, AND ABOUT 1 FOOT BELOW THE
 JZ2363'TRACK.
 JZ2363
 JZ2363                          STATION RECOVERY (1999)
 JZ2363
 JZ2363'RECOVERY NOTE BY IN DEPT OF NAT RES 1999
 JZ2363'DISK REMOVED BY E AND B PAVING CO AT THE DIRECTION OF THE INDIANA
 JZ2363'DEPARTMENT OF TRANSPORTATION.  A NEW DISK STAMPED--H 235 T 21--, WAS
 JZ2363'SET BY A K SHANNON, DURING THE REPLACEMENT OF BRIDGE AT THE DIRECTION
 JZ2363'OF THE HANCOCK COUNTY HIGHWAY DEPARTMENT.  ELEVATION SET BY HANCOCK
 JZ2363'COUNTY SURVEYOR.  THE ELEVATION FOR THIS MARK SHOULD NOT BE USED FOR
 JZ2363'THE NEW MARK.  THE ELEVATION FOR THE NEW MARK IS 856.8277 FT. THE
 JZ2363'LOCATION OF THE NEW BM HANCOCK CO, INDIANA BENCH MARK BRASS DISK SET
 JZ2363'IN NORTHWEST WINGWALL OF 32 FT (9.8 M) CONCRETE BRIDGE LEVEL WITH THE
 JZ2363'ROAD.  IT IS LOCATED 0.2 MI (0.3 KM) SOUTH OF STATE ROAD 67, AND IS
 JZ2363'281 FT (85.6 M) EAST OF CENTERLINE OF COUNTY ROAD 600W AND 12.5 FT
 JZ2363'(3.8 M) NORTH OF CENTERLINE OF COUNTY ROAD 750 NORTH.
 JZ2363
 JZ2363                          STATION RECOVERY (2009)
 JZ2363
 JZ2363'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2363'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2327 ***********************************************************************
 JZ2327  DESIGNATION -  H 236
 JZ2327  PID         -  JZ2327
 JZ2327  STATE/COUNTY-  IN/MADISON
 JZ2327  COUNTRY     -  US
 JZ2327  USGS QUAD   -  INGALLS (2019)
 JZ2327
 JZ2327                         *CURRENT SURVEY CONTROL
 JZ2327  ______________________________________________________________________
 JZ2327* NAD 83(1986) POSITION- 39 58 23.22   (N) 085 50 35.94   (W)   HD_HELD1
 JZ2327* NAVD 88 ORTHO HEIGHT -   262.144 (meters)      860.05  (feet) ADJUSTED
 JZ2327  ______________________________________________________________________
 JZ2327  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ2327  DYNAMIC HEIGHT  -        261.999 (meters)      859.58  (feet) COMP
 JZ2327  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 JZ2327
 JZ2327  VERT ORDER      -  SECOND    CLASS 0
 JZ2327
 JZ2327.The horizontal coordinates were determined by differentially corrected
 JZ2327.hand held GPS observations or other comparable positioning techniques
 JZ2327.and have an estimated accuracy of +/- 3 meters.
 JZ2327
 JZ2327.The orthometric height was determined by differential leveling and
 JZ2327.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2327.in June 1991.
 JZ2327
 JZ2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2327.GEOID18 height accuracy estimate available here.
 JZ2327
 JZ2327.Click photographs - Photos may exist for this station.
 JZ2327
 JZ2327.The dynamic height is computed by dividing the NAVD 88
 JZ2327.geopotential number by the normal gravity value computed on the
 JZ2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2327.degrees latitude (g = 980.6199 gals.).
 JZ2327
 JZ2327.The modeled gravity was interpolated from observed gravity values.
 JZ2327
 JZ2327;                    North         East    Units  Estimated Accuracy
 JZ2327;SPC IN E     -   524,547.7      84,909.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2327
 JZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9877425414(NAD 83)
 JZ2327
 JZ2327                          SUPERSEDED SURVEY CONTROL
 JZ2327
 JZ2327  NGVD 29 (??/??/92)  262.275  (m)          860.48   (f) ADJ UNCH    2 0
 JZ2327
 JZ2327.Superseded values are not recommended for survey control.
 JZ2327
 JZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2327.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2327
 JZ2327_MARKER: DB = BENCH MARK DISK
 JZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2327_STAMPING: H 236 1947
 JZ2327_MARK LOGO: CGS
 JZ2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2327+STABILITY: SURFACE MOTION
 JZ2327
 JZ2327  HISTORY     - Date     Condition        Report By
 JZ2327  HISTORY     - 1947     MONUMENTED       CGS
 JZ2327
 JZ2327                          STATION DESCRIPTION
 JZ2327
 JZ2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2327'3 MI N FROM FORTVILLE.
 JZ2327'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2327'WITH STATE HIGHWAY 238 AT FORTVILLE, ABOUT 0.55 MILE NORTH OF A
 JZ2327'BRIDGE OVER FALL CREEK, AT THE JUNCTION OF A ROAD LEADING WEST,
 JZ2327'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH
 JZ2327'OF THE CENTER LINE OF THE SIDE ROAD, 14.5 FEET SOUTH OF A
 JZ2327'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 1.5 FEET EAST OF THE
 JZ2327'FENCE LINE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2327'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2327'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2716 ***********************************************************************
 JZ2716  DESIGNATION -  H 238 RESET
 JZ2716  PID         -  JZ2716
 JZ2716  STATE/COUNTY-  IN/HANCOCK
 JZ2716  COUNTRY     -  US
 JZ2716  USGS QUAD   -  ACTON (2019)
 JZ2716
 JZ2716                         *CURRENT SURVEY CONTROL
 JZ2716  ______________________________________________________________________
 JZ2716* NAD 83(1986) POSITION- 39 43 36.     (N) 085 57 05.     (W)   SCALED
 JZ2716* NAVD 88 ORTHO HEIGHT -   253.07  (+/-2cm)      830.3   (feet) VERTCON3
 JZ2716  ______________________________________________________________________
 JZ2716  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 JZ2716  VERT ORDER      -  THIRD (See Below)
 JZ2716
 JZ2716.The horizontal coordinates were scaled from a map and have
 JZ2716.an estimated accuracy of +/- 6 seconds.
 JZ2716
 JZ2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2716
 JZ2716.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2716.GEOID18 height accuracy estimate available here.
 JZ2716
 JZ2716.The vertical order pertains to the NGVD 29 superseded value.
 JZ2716
 JZ2716.Click photographs - Photos may exist for this station.
 JZ2716
 JZ2716;                    North         East    Units  Estimated Accuracy
 JZ2716;SPC IN E     -   497,210.       75,590.      MT  (+/- 180 meters Scaled)
 JZ2716
 JZ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898979(NAD 83)
 JZ2716
 JZ2716                          SUPERSEDED SURVEY CONTROL
 JZ2716
 JZ2716  NGVD 29 (08/22/16)  253.18   (m)          830.6    (f) RESET       3  
 JZ2716
 JZ2716.Superseded values are not recommended for survey control.
 JZ2716
 JZ2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2716.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2716
 JZ2716_MARKER: DV = VERTICAL CONTROL DISK
 JZ2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2716_STAMPING: H 238 RESET 1976
 JZ2716_MARK LOGO: NGS
 JZ2716_PROJECTION: FLUSH
 JZ2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2716+STABILITY: SURFACE MOTION
 JZ2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2716+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2716
 JZ2716  HISTORY     - Date     Condition        Report By
 JZ2716  HISTORY     - 1976     MONUMENTED       NGS
 JZ2716  HISTORY     - 20090203 GOOD             IN-059
 JZ2716
 JZ2716                          STATION DESCRIPTION
 JZ2716
 JZ2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JZ2716'5.05 MI SW FROM NEW PALESTINE.
 JZ2716'3.0 MILES WEST ALONG U.S.HIGHWAY 52 FROM ITS JUNCTION WITH GEM ROAD
 JZ2716'AT THE WEST EDGE OF NEW PALESTINE, THENCE SOUTH 0.5 MILE ALONG EAST
 JZ2716'COUNTY LINE ROAD SOUTH TO HOUSE NUMBER 4853, 16 FEET EAST OF THE
 JZ2716'ROAD, 8 FEET SOUTH OF THE SOUTHWEST EDGE OF LAWN OF THE HOUSE AND
 JZ2716'POWER POLE NUMBER 1-651.
 JZ2716'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JZ2716'THE MARK IS ABOVE LEVEL WITH ROAD.
 JZ2716
 JZ2716                          STATION RECOVERY (2009)
 JZ2716
 JZ2716'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2577 ***********************************************************************
 JZ2577  DESIGNATION -  H 239
 JZ2577  PID         -  JZ2577
 JZ2577  STATE/COUNTY-  IN/HANCOCK
 JZ2577  COUNTRY     -  US
 JZ2577  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2577
 JZ2577                         *CURRENT SURVEY CONTROL
 JZ2577  ______________________________________________________________________
 JZ2577* NAD 83(1986) POSITION- 39 42 14.     (N) 085 49 08.     (W)   SCALED
 JZ2577* NAVD 88 ORTHO HEIGHT -   254.537 (meters)      835.09  (feet) ADJUSTED
 JZ2577  ______________________________________________________________________
 JZ2577  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JZ2577  DYNAMIC HEIGHT  -        254.390 (meters)      834.61  (feet) COMP
 JZ2577  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 JZ2577
 JZ2577  VERT ORDER      -  SECOND    CLASS 0
 JZ2577
 JZ2577.The horizontal coordinates were scaled from a map and have
 JZ2577.an estimated accuracy of +/- 6 seconds.
 JZ2577
 JZ2577.The orthometric height was determined by differential leveling and
 JZ2577.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2577.in June 1991.
 JZ2577
 JZ2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2577.GEOID18 height accuracy estimate available here.
 JZ2577
 JZ2577.Click photographs - Photos may exist for this station.
 JZ2577
 JZ2577.The dynamic height is computed by dividing the NAVD 88
 JZ2577.geopotential number by the normal gravity value computed on the
 JZ2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2577.degrees latitude (g = 980.6199 gals.).
 JZ2577
 JZ2577.The modeled gravity was interpolated from observed gravity values.
 JZ2577
 JZ2577;                    North         East    Units  Estimated Accuracy
 JZ2577;SPC IN E     -   494,650.       86,950.      MT  (+/- 180 meters Scaled)
 JZ2577
 JZ2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012955(NAD 83)
 JZ2577
 JZ2577                          SUPERSEDED SURVEY CONTROL
 JZ2577
 JZ2577  NGVD 29 (??/??/92)  254.653  (m)          835.47   (f) ADJ UNCH    2 0
 JZ2577
 JZ2577.Superseded values are not recommended for survey control.
 JZ2577
 JZ2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2577.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2577
 JZ2577_MARKER: DB = BENCH MARK DISK
 JZ2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2577_STAMPING: H 239 1947
 JZ2577_MARK LOGO: CGS
 JZ2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2577+STABILITY: SURFACE MOTION
 JZ2577
 JZ2577  HISTORY     - Date     Condition        Report By
 JZ2577  HISTORY     - 1947     MONUMENTED       CGS
 JZ2577  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2577
 JZ2577                          STATION DESCRIPTION
 JZ2577
 JZ2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2577'AT CARROLLTON.
 JZ2577'AT CARROLLTON, ABOUT 0.1 MILE SOUTHEAST OF THE METHODIST CHURCH,
 JZ2577'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 52
 JZ2577'AND A NORTH-SOUTH PAVED ROAD, 28.5 FEET NORTHEAST OF THE CENTER
 JZ2577'LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE
 JZ2577'NORTH-SOUTH ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JZ2577'OF A LIMESTONE GARAGE AND SERVICE STATION, 2 FEET SOUTH OF
 JZ2577'A POWER POLE, 7.5 FEET NORTH OF THE NORTH END OF AN L SHAPED
 JZ2577'CONCRETE HEADWALL OF A 20-INCH PIPE CULVERT UNDER THE
 JZ2577'NORTH-SOUTH ROAD, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 JZ2577'ABOUT 2 FEET BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2577'POST PROJECTING ABOUT 6 INCHES.
 JZ2577
 JZ2577                          STATION RECOVERY (2009)
 JZ2577
 JZ2577'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2577'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0675 ***********************************************************************
 ME0675  DESIGNATION -  H 24
 ME0675  PID         -  ME0675
 ME0675  STATE/COUNTY-  IN/STARKE
 ME0675  COUNTRY     -  US
 ME0675  USGS QUAD   -  NORTH JUDSON (2019)
 ME0675
 ME0675                         *CURRENT SURVEY CONTROL
 ME0675  ______________________________________________________________________
 ME0675* NAD 83(1986) POSITION- 41 13 15.     (N) 086 46 34.     (W)   SCALED
 ME0675* NAVD 88 ORTHO HEIGHT -   212.401 (meters)      696.85  (feet) ADJUSTED
 ME0675  ______________________________________________________________________
 ME0675  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 ME0675  DYNAMIC HEIGHT  -        212.311 (meters)      696.56  (feet) COMP
 ME0675  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 ME0675
 ME0675  VERT ORDER      -  SECOND    CLASS 0
 ME0675
 ME0675.The horizontal coordinates were scaled from a map and have
 ME0675.an estimated accuracy of +/- 6 seconds.
 ME0675
 ME0675.The orthometric height was determined by differential leveling and
 ME0675.adjusted by the NATIONAL GEODETIC SURVEY
 ME0675.in June 1991.
 ME0675
 ME0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0675.GEOID18 height accuracy estimate available here.
 ME0675
 ME0675.Click photographs - Photos may exist for this station.
 ME0675
 ME0675.The dynamic height is computed by dividing the NAVD 88
 ME0675.geopotential number by the normal gravity value computed on the
 ME0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0675.degrees latitude (g = 980.6199 gals.).
 ME0675
 ME0675.The modeled gravity was interpolated from observed gravity values.
 ME0675
 ME0675;                    North         East    Units  Estimated Accuracy
 ME0675;SPC IN W     -   663,130.      925,760.      MT  (+/- 180 meters Scaled)
 ME0675
 ME0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187632(NAD 83)
 ME0675
 ME0675                          SUPERSEDED SURVEY CONTROL
 ME0675
 ME0675  NGVD 29 (??/??/92)  212.501  (m)          697.18   (f) ADJ UNCH    2 0
 ME0675
 ME0675.Superseded values are not recommended for survey control.
 ME0675
 ME0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0675.See file dsdata.pdf to determine how the superseded data were derived.
 ME0675
 ME0675_MARKER: DB = BENCH MARK DISK
 ME0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0675_STAMPING: H 24 1934
 ME0675_MARK LOGO: CGS
 ME0675_PROJECTION: FLUSH
 ME0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0675+STABILITY: SURFACE MOTION
 ME0675
 ME0675  HISTORY     - Date     Condition        Report By
 ME0675  HISTORY     - 1934     MONUMENTED       CGS
 ME0675  HISTORY     - 1946     GOOD             CGS
 ME0675  HISTORY     - 1959     MARK NOT FOUND   CGS
 ME0675
 ME0675                          STATION DESCRIPTION
 ME0675
 ME0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0675'AT NORTH JUDSON.
 ME0675'AT NORTH JUDSON, AT THE CROSSING OF THE NEW YORK CENTRAL AND ERIE
 ME0675'RAILROADS AND THE CHESAPEAKE AND OHIO RAILWAY, IN THE NORTHEAST
 ME0675'QUARTER OF THE INTERSECTION, 197 FEET EAST AND ACROSS THE ERIE
 ME0675'RR AND C. AND O. RY TRACKS FROM THE SOUTHEAST CORNER OF THE
 ME0675'STATION, 77.6 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 ME0675'THE N.Y.C.R.R. TRACK AND THE WEST BOUND TRACK OF THE ERIE RR,
 ME0675'17.3 FEET NORTH OF THE NORTH RAIL OF THE N.Y.C.R.R. TRACK, 17
 ME0675'FEET SOUTHWEST OF POLE 43/13, ABOUT LEVEL WITH THE TRACK AND
 ME0675'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0675
 ME0675                          STATION RECOVERY (1959)
 ME0675
 ME0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME0675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2436 ***********************************************************************
 JZ2436  DESIGNATION -  H 240
 JZ2436  PID         -  JZ2436
 JZ2436  STATE/COUNTY-  IN/MADISON
 JZ2436  COUNTRY     -  US
 JZ2436  USGS QUAD   -  PENDLETON (2019)
 JZ2436
 JZ2436                         *CURRENT SURVEY CONTROL
 JZ2436  ______________________________________________________________________
 JZ2436* NAD 83(1986) POSITION- 39 59 23.     (N) 085 40 01.     (W)   SCALED
 JZ2436* NAVD 88 ORTHO HEIGHT -   282.968 (meters)      928.37  (feet) ADJUSTED
 JZ2436  ______________________________________________________________________
 JZ2436  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2436  DYNAMIC HEIGHT  -        282.812 (meters)      927.86  (feet) COMP
 JZ2436  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 JZ2436
 JZ2436  VERT ORDER      -  SECOND    CLASS 0
 JZ2436
 JZ2436.The horizontal coordinates were scaled from a map and have
 JZ2436.an estimated accuracy of +/- 6 seconds.
 JZ2436
 JZ2436.The orthometric height was determined by differential leveling and
 JZ2436.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2436.in June 1991.
 JZ2436
 JZ2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2436.GEOID18 height accuracy estimate available here.
 JZ2436
 JZ2436.Click photographs - Photos may exist for this station.
 JZ2436
 JZ2436.The dynamic height is computed by dividing the NAVD 88
 JZ2436.geopotential number by the normal gravity value computed on the
 JZ2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2436.degrees latitude (g = 980.6199 gals.).
 JZ2436
 JZ2436.The modeled gravity was interpolated from observed gravity values.
 JZ2436
 JZ2436;                    North         East    Units  Estimated Accuracy
 JZ2436;SPC IN E     -   526,380.       99,980.      MT  (+/- 180 meters Scaled)
 JZ2436
 JZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK138274(NAD 83)
 JZ2436
 JZ2436                          SUPERSEDED SURVEY CONTROL
 JZ2436
 JZ2436  NGVD 29 (??/??/92)  283.101  (m)          928.81   (f) ADJ UNCH    2 0
 JZ2436
 JZ2436.Superseded values are not recommended for survey control.
 JZ2436
 JZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2436.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2436
 JZ2436_MARKER: DB = BENCH MARK DISK
 JZ2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2436_STAMPING: H 240 1947
 JZ2436_MARK LOGO: CGS
 JZ2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2436+STABILITY: SURFACE MOTION
 JZ2436
 JZ2436  HISTORY     - Date     Condition        Report By
 JZ2436  HISTORY     - 1947     MONUMENTED       CGS
 JZ2436
 JZ2436                          STATION DESCRIPTION
 JZ2436
 JZ2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2436'3 MI NW FROM MARKLEVILLE.
 JZ2436'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE
 JZ2436'CROSSROADS AT MARKLEVILLE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 JZ2436'WITH A GRAVEL ROAD LEADING NORTH, 37 FEET WEST OF THE CENTER
 JZ2436'LINE OF THE GRAVEL ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE
 JZ2436'HIGHWAY, 24 FEET WEST OF A FENCE CORNER, 15 FEET EAST OF A
 JZ2436'TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A
 JZ2436'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ2436'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2496 ***********************************************************************
 JZ2496  DESIGNATION -  H 241
 JZ2496  PID         -  JZ2496
 JZ2496  STATE/COUNTY-  IN/HANCOCK
 JZ2496  COUNTRY     -  US
 JZ2496  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2496
 JZ2496                         *CURRENT SURVEY CONTROL
 JZ2496  ______________________________________________________________________
 JZ2496* NAD 83(1986) POSITION- 39 44 34.06   (N) 085 48 03.33   (W)   HD_HELD1
 JZ2496* NAVD 88 ORTHO HEIGHT -   263.804 (meters)      865.50  (feet) ADJUSTED
 JZ2496  ______________________________________________________________________
 JZ2496  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ2496  DYNAMIC HEIGHT  -        263.652 (meters)      865.00  (feet) COMP
 JZ2496  MODELED GRAVITY -    980,043.6   (mgal)                       NAVD 88
 JZ2496
 JZ2496  VERT ORDER      -  SECOND    CLASS 0
 JZ2496
 JZ2496.The horizontal coordinates were determined by differentially corrected
 JZ2496.hand held GPS observations or other comparable positioning techniques
 JZ2496.and have an estimated accuracy of +/- 3 meters.
 JZ2496
 JZ2496.The orthometric height was determined by differential leveling and
 JZ2496.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2496.in June 1991.
 JZ2496
 JZ2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2496.GEOID18 height accuracy estimate available here.
 JZ2496
 JZ2496.Click photographs - Photos may exist for this station.
 JZ2496
 JZ2496.The dynamic height is computed by dividing the NAVD 88
 JZ2496.geopotential number by the normal gravity value computed on the
 JZ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2496.degrees latitude (g = 980.6199 gals.).
 JZ2496
 JZ2496.The modeled gravity was interpolated from observed gravity values.
 JZ2496
 JZ2496;                    North         East    Units  Estimated Accuracy
 JZ2496;SPC IN E     -   498,969.1      88,492.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2496
 JZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0273799897(NAD 83)
 JZ2496
 JZ2496                          SUPERSEDED SURVEY CONTROL
 JZ2496
 JZ2496  NGVD 29 (??/??/92)  263.919  (m)          865.87   (f) ADJ UNCH    2 0
 JZ2496
 JZ2496.Superseded values are not recommended for survey control.
 JZ2496
 JZ2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2496.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2496
 JZ2496_MARKER: DB = BENCH MARK DISK
 JZ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2496_STAMPING: H 241 1947
 JZ2496_MARK LOGO: CGS
 JZ2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2496+STABILITY: SURFACE MOTION
 JZ2496
 JZ2496  HISTORY     - Date     Condition        Report By
 JZ2496  HISTORY     - 1947     MONUMENTED       CGS
 JZ2496  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2496
 JZ2496                          STATION DESCRIPTION
 JZ2496
 JZ2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2496'4.8 MI SE FROM PHILADELPHIA.
 JZ2496'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 JZ2496'U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF PHILADELPHIA,
 JZ2496'THENCE 2.0 MILES EAST ALONG A GRAVEL ROAD, IN THE SOUTHEAST
 JZ2496'QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH ROAD, 20 FEET
 JZ2496'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET EAST OF
 JZ2496'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6 FEET SOUTH OF A FENCE
 JZ2496'CORNER, 26.5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 JZ2496'FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2496'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2496
 JZ2496                          STATION RECOVERY (2009)
 JZ2496
 JZ2496'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2496'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2538 ***********************************************************************
 JZ2538  DESIGNATION -  H 242
 JZ2538  PID         -  JZ2538
 JZ2538  STATE/COUNTY-  IN/HANCOCK
 JZ2538  COUNTRY     -  US
 JZ2538  USGS QUAD   -  CLEVELAND (2019)
 JZ2538
 JZ2538                         *CURRENT SURVEY CONTROL
 JZ2538  ______________________________________________________________________
 JZ2538* NAD 83(1986) POSITION- 39 48 00.2    (N) 085 41 21.1    (W)   HD_HELD2
 JZ2538* NAVD 88 ORTHO HEIGHT -   281.184 (meters)      922.52  (feet) ADJUSTED
 JZ2538  ______________________________________________________________________
 JZ2538  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2538  DYNAMIC HEIGHT  -        281.023 (meters)      921.99  (feet) COMP
 JZ2538  MODELED GRAVITY -    980,046.3   (mgal)                       NAVD 88
 JZ2538
 JZ2538  VERT ORDER      -  SECOND    CLASS 0
 JZ2538
 JZ2538.The horizontal coordinates were established by autonomous hand held GPS
 JZ2538.observations and have an estimated accuracy of +/- 10 meters.
 JZ2538
 JZ2538.The orthometric height was determined by differential leveling and
 JZ2538.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2538.in June 1991.
 JZ2538
 JZ2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2538.GEOID18 height accuracy estimate available here.
 JZ2538
 JZ2538.Click photographs - Photos may exist for this station.
 JZ2538
 JZ2538.The dynamic height is computed by dividing the NAVD 88
 JZ2538.geopotential number by the normal gravity value computed on the
 JZ2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2538.degrees latitude (g = 980.6199 gals.).
 JZ2538
 JZ2538.The modeled gravity was interpolated from observed gravity values.
 JZ2538
 JZ2538;                    North         East    Units  Estimated Accuracy
 JZ2538;SPC IN E     -   505,318.       98,071.      MT  (+/- 10 meters HH2 GPS)
 JZ2538
 JZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1221706387(NAD 83)
 JZ2538
 JZ2538                          SUPERSEDED SURVEY CONTROL
 JZ2538
 JZ2538  NGVD 29 (??/??/92)  281.306  (m)          922.92   (f) ADJ UNCH    2 0
 JZ2538
 JZ2538.Superseded values are not recommended for survey control.
 JZ2538
 JZ2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2538.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2538
 JZ2538_MARKER: DB = BENCH MARK DISK
 JZ2538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2538_SP_SET: CULVERT HEADWALL
 JZ2538_STAMPING: H 242 1947
 JZ2538_MARK LOGO: CGS
 JZ2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2538+STABILITY: SURFACE MOTION
 JZ2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2538+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2538
 JZ2538  HISTORY     - Date     Condition        Report By
 JZ2538  HISTORY     - 1947     MONUMENTED       CGS
 JZ2538  HISTORY     - 1956     GOOD             USGS
 JZ2538  HISTORY     - 20090203 GOOD             IN-059
 JZ2538
 JZ2538                          STATION DESCRIPTION
 JZ2538
 JZ2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2538'5 MI S FROM WILLOW BRANCH.
 JZ2538'ABOUT 5.05 MILES SOUTH ALONG STATE HIGHWAY 209 FROM ITS CROSSING
 JZ2538'WITH THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, ABOUT 0.85
 JZ2538'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 40, 178 FEET NORTH
 JZ2538'OF THE NORTHEAST CORNER OF BROWNS CHAPEL COUNTRY CHURCH, 110
 JZ2538'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST CROSS ROAD, IN THE
 JZ2538'TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 4 BY 3-FOOT
 JZ2538'CONCRETE BOX CULVERT, 17 FEET WEST OF AND ABOUT LEVEL WITH THE
 JZ2538'CENTER LINE OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM
 JZ2538'THE COURT HOUSE AT GREENFIELD BY GOING ABOUT 4.15 MILES EAST
 JZ2538'ALONG U.S. HIGHWAY 40, THENCE ABOUT 0.85 MILE NORTH ALONG STATE
 JZ2538'HIGHWAY 209.
 JZ2538
 JZ2538                          STATION RECOVERY (1956)
 JZ2538
 JZ2538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JZ2538'RECOVERED IN GOOD CONDITION.
 JZ2538
 JZ2538                          STATION RECOVERY (2009)
 JZ2538
 JZ2538'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2505 ***********************************************************************
 JZ2505  DESIGNATION -  H 243
 JZ2505  PID         -  JZ2505
 JZ2505  STATE/COUNTY-  IN/MARION
 JZ2505  COUNTRY     -  US
 JZ2505  USGS QUAD   -  CUMBERLAND (2019)
 JZ2505
 JZ2505                         *CURRENT SURVEY CONTROL
 JZ2505  ______________________________________________________________________
 JZ2505* NAD 83(1986) POSITION- 39 46 33.7    (N) 085 58 15.1    (W)   HD_HELD2
 JZ2505* NAVD 88 ORTHO HEIGHT -   261.933 (meters)      859.36  (feet) POSTED
 JZ2505  ______________________________________________________________________
 JZ2505  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 JZ2505  DYNAMIC HEIGHT  -        261.78  (meters)      858.9   (feet) COMP
 JZ2505  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 JZ2505
 JZ2505  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2505
 JZ2505.The horizontal coordinates were established by autonomous hand held GPS
 JZ2505.observations and have an estimated accuracy of +/- 10 meters.
 JZ2505
 JZ2505.The orthometric height was determined by differential leveling
 JZ2505.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2505
 JZ2505.* This is a POSTED BENCH MARK height.
 JZ2505
 JZ2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2505.GEOID18 height accuracy estimate available here.
 JZ2505
 JZ2505.Click photographs - Photos may exist for this station.
 JZ2505
 JZ2505.The dynamic height is computed by dividing the NAVD 88
 JZ2505.geopotential number by the normal gravity value computed on the
 JZ2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2505.degrees latitude (g = 980.6199 gals.).
 JZ2505
 JZ2505.The modeled gravity was interpolated from observed gravity values.
 JZ2505
 JZ2505;                    North         East    Units  Estimated Accuracy
 JZ2505;SPC IN E     -   502,695.       73,940.      MT  (+/- 10 meters HH2 GPS)
 JZ2505
 JZ2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8813403405(NAD 83)
 JZ2505
 JZ2505                          SUPERSEDED SURVEY CONTROL
 JZ2505
 JZ2505  NGVD 29 (??/??/92)  262.045  (m)          859.73   (f) ADJ UNCH    2 0
 JZ2505
 JZ2505.Superseded values are not recommended for survey control.
 JZ2505
 JZ2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2505.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2505
 JZ2505_MARKER: DB = BENCH MARK DISK
 JZ2505_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2505_SP_SET: BUILDING
 JZ2505_STAMPING: H 243 1947
 JZ2505_MARK LOGO: CGS
 JZ2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2505+STABILITY: SURFACE MOTION
 JZ2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2505+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 JZ2505
 JZ2505  HISTORY     - Date     Condition        Report By
 JZ2505  HISTORY     - 1947     MONUMENTED       CGS
 JZ2505  HISTORY     - 19880802 GOOD             LOCENG
 JZ2505  HISTORY     - 20080819 GOOD             BFSINC
 JZ2505
 JZ2505                          STATION DESCRIPTION
 JZ2505
 JZ2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2505'0.8 MI W FROM CUMBERLAND.
 JZ2505'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2505'AT CUMBERLAND, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 JZ2505'CORNER OF THE ST. JOHN EVANGELICAL AND REFORMED CHURCH BUILDING,
 JZ2505'1.5 FEET NORTH OF THE CORNER, AND 2.2 FEET ABOVE THE GROUND.
 JZ2505
 JZ2505                          STATION RECOVERY (1988)
 JZ2505
 JZ2505'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2505'RECOVERED IN GOOD CONDITION.  ADD--CHURCH BUILDING IS NOW KNOWN AS
 JZ2505'ST. JOHN UNITED CHURCH OF CHRIST.  MARK IS NOW 2.0 FEET (0.6 M)
 JZ2505'ABOVE GROUND IN LIEU OF 2.2.
 JZ2505
 JZ2505                          STATION RECOVERY (2008)
 JZ2505
 JZ2505'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (RWS)
 JZ2505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2586 ***********************************************************************
 JZ2586  DESIGNATION -  H 244
 JZ2586  PID         -  JZ2586
 JZ2586  STATE/COUNTY-  IN/RUSH
 JZ2586  COUNTRY     -  US
 JZ2586  USGS QUAD   -  CARTHAGE (2019)
 JZ2586
 JZ2586                         *CURRENT SURVEY CONTROL
 JZ2586  ______________________________________________________________________
 JZ2586* NAD 83(1986) POSITION- 39 41 53.     (N) 085 35 42.     (W)   SCALED
 JZ2586* NAVD 88 ORTHO HEIGHT -   285.169 (meters)      935.59  (feet) ADJUSTED
 JZ2586  ______________________________________________________________________
 JZ2586  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 JZ2586  DYNAMIC HEIGHT  -        285.004 (meters)      935.05  (feet) COMP
 JZ2586  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 JZ2586
 JZ2586  VERT ORDER      -  SECOND    CLASS 0
 JZ2586
 JZ2586.The horizontal coordinates were scaled from a map and have
 JZ2586.an estimated accuracy of +/- 6 seconds.
 JZ2586
 JZ2586.The orthometric height was determined by differential leveling and
 JZ2586.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2586.in June 1991.
 JZ2586
 JZ2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2586.GEOID18 height accuracy estimate available here.
 JZ2586
 JZ2586.Click photographs - Photos may exist for this station.
 JZ2586
 JZ2586.The dynamic height is computed by dividing the NAVD 88
 JZ2586.geopotential number by the normal gravity value computed on the
 JZ2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2586.degrees latitude (g = 980.6199 gals.).
 JZ2586
 JZ2586.The modeled gravity was interpolated from observed gravity values.
 JZ2586
 JZ2586;                    North         East    Units  Estimated Accuracy
 JZ2586;SPC IN E     -   494,000.      106,150.      MT  (+/- 180 meters Scaled)
 JZ2586
 JZ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ204951(NAD 83)
 JZ2586
 JZ2586                          SUPERSEDED SURVEY CONTROL
 JZ2586
 JZ2586  NGVD 29 (??/??/92)  285.29   (m)          936.0    (f) COMPUTED    2 0
 JZ2586
 JZ2586.Superseded values are not recommended for survey control.
 JZ2586
 JZ2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2586.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2586
 JZ2586_MARKER: DB = BENCH MARK DISK
 JZ2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2586_STAMPING: H 244 1947
 JZ2586_MARK LOGO: CGS
 JZ2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2586+STABILITY: SURFACE MOTION
 JZ2586
 JZ2586  HISTORY     - Date     Condition        Report By
 JZ2586  HISTORY     - 1947     MONUMENTED       CGS
 JZ2586  HISTORY     - 20220928 MARK NOT FOUND   INDOT
 JZ2586
 JZ2586                          STATION DESCRIPTION
 JZ2586
 JZ2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2586'4.8 MI NW FROM ARLINGTON.
 JZ2586'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2586'FROM THE POST OFFICE AT ARLINGTON, THENCE 1.0 MILE WEST ALONG
 JZ2586'A GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF A
 JZ2586'NORTH-SOUTH CROSSROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2586'EAST-WEST ROAD, 30.5 FEET EAST OF THE CENTER LINE OF THE CROSSROAD,
 JZ2586'14.5 FEET EAST OF A TELEPHONE POLE, 12.5 FEET EAST OF A FENCE
 JZ2586'CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A
 JZ2586'WHITE WOODEN WITNESS POST, 1 FOOT BELOW ROAD LEVEL AND SET IN
 JZ2586'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2586
 JZ2586                          STATION RECOVERY (2022)
 JZ2586
 JZ2586'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2597 ***********************************************************************
 JZ2597  DESIGNATION -  H 245
 JZ2597  PID         -  JZ2597
 JZ2597  STATE/COUNTY-  IN/SHELBY
 JZ2597  COUNTRY     -  US
 JZ2597  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2597
 JZ2597                         *CURRENT SURVEY CONTROL
 JZ2597  ______________________________________________________________________
 JZ2597* NAD 83(1986) POSITION- 39 36 11.2    (N) 085 50 00.9    (W)   HD_HELD2
 JZ2597* NAVD 88 ORTHO HEIGHT -   243.286 (meters)      798.18  (feet) ADJUSTED
 JZ2597  ______________________________________________________________________
 JZ2597  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 JZ2597  DYNAMIC HEIGHT  -        243.146 (meters)      797.72  (feet) COMP
 JZ2597  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 JZ2597
 JZ2597  VERT ORDER      -  FIRST     CLASS II
 JZ2597
 JZ2597.The horizontal coordinates were established by autonomous hand held GPS
 JZ2597.observations and have an estimated accuracy of +/- 10 meters.
 JZ2597
 JZ2597.The orthometric height was determined by differential leveling and
 JZ2597.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2597.in June 1991.
 JZ2597
 JZ2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2597.GEOID18 height accuracy estimate available here.
 JZ2597
 JZ2597.Click photographs - Photos may exist for this station.
 JZ2597
 JZ2597.The dynamic height is computed by dividing the NAVD 88
 JZ2597.geopotential number by the normal gravity value computed on the
 JZ2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2597.degrees latitude (g = 980.6199 gals.).
 JZ2597
 JZ2597.The modeled gravity was interpolated from observed gravity values.
 JZ2597
 JZ2597;                    North         East    Units  Estimated Accuracy
 JZ2597;SPC IN E     -   483,466.       85,665.      MT  (+/- 10 meters HH2 GPS)
 JZ2597
 JZ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0014084357(NAD 83)
 JZ2597
 JZ2597                          SUPERSEDED SURVEY CONTROL
 JZ2597
 JZ2597  NGVD 29 (??/??/92)  243.396  (m)          798.54   (f) ADJ UNCH    1 2
 JZ2597
 JZ2597.Superseded values are not recommended for survey control.
 JZ2597
 JZ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2597.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2597
 JZ2597_MARKER: DB = BENCH MARK DISK
 JZ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2597_STAMPING: H 245 1947
 JZ2597_MARK LOGO: CGS
 JZ2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2597+STABILITY: SURFACE MOTION
 JZ2597
 JZ2597  HISTORY     - Date     Condition        Report By
 JZ2597  HISTORY     - 1947     MONUMENTED       CGS
 JZ2597  HISTORY     - 1986     GOOD             NGS
 JZ2597
 JZ2597                          STATION DESCRIPTION
 JZ2597
 JZ2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2597'2.6 MI NE FROM FAIRLAND.
 JZ2597'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT FAIRLAND BY
 JZ2597'GOING EAST AND NORTH ALONG A PAVED ROAD FOR 0.6 MILE, THENCE
 JZ2597'1.2 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD TO THE JUNCTION
 JZ2597'WITH STATE HIGHWAY 29, THENCE 0.15 MILE NORTHWEST ALONG HIGHWAY
 JZ2597'29, THENCE 0.65 MILE NORTHEAST ALONG A WINDING GRAVEL ROAD TO A
 JZ2597'RIGHT ANGLE TURN AND THE SITE OF THE MARK.  THE MARK IS ON THE
 JZ2597'NORTH SIDE OF A RIGHT ANGLE TURN HAVING TANGENTS EXTENDING EAST
 JZ2597'AND SOUTH AND IN THE NORTHEAST ANGLE OF THE JUNCTION WITH A FARM
 JZ2597'ROAD LEADING NORTH FROM THE TURN, 16.5 FEET NORTH OF THE CENTER
 JZ2597'LINE OF THE EAST TANGENT, 32 FEET EAST OF THE CENTER LINE OF THE
 JZ2597'FARM ROAD, 19.5 FEET EAST OF A FENCE CORNER, 45.5 FEET WEST
 JZ2597'OF A 30-INCH ASH TREE, 1.5 FEET SOUTH OF A FENCE LINE, 2 FEET
 JZ2597'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN
 JZ2597'ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2597'4 INCHES.
 JZ2597
 JZ2597                          STATION RECOVERY (1986)
 JZ2597
 JZ2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1107 ***********************************************************************
 LA1107  DESIGNATION -  H 246
 LA1107  PID         -  LA1107
 LA1107  STATE/COUNTY-  IN/RANDOLPH
 LA1107  COUNTRY     -  US
 LA1107  USGS QUAD   -  CARLOS (2019)
 LA1107
 LA1107                         *CURRENT SURVEY CONTROL
 LA1107  ______________________________________________________________________
 LA1107* NAD 83(1986) POSITION- 40 05 31.     (N) 085 01 40.     (W)   SCALED
 LA1107* NAVD 88 ORTHO HEIGHT -   360.034 (meters)     1181.21  (feet) ADJUSTED
 LA1107  ______________________________________________________________________
 LA1107  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 LA1107  DYNAMIC HEIGHT  -        359.828 (meters)     1180.54  (feet) COMP
 LA1107  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 LA1107
 LA1107  VERT ORDER      -  SECOND    CLASS 0
 LA1107
 LA1107.The horizontal coordinates were scaled from a map and have
 LA1107.an estimated accuracy of +/- 6 seconds.
 LA1107
 LA1107.The orthometric height was determined by differential leveling and
 LA1107.adjusted by the NATIONAL GEODETIC SURVEY
 LA1107.in June 1991.
 LA1107
 LA1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1107.GEOID18 height accuracy estimate available here.
 LA1107
 LA1107.Click photographs - Photos may exist for this station.
 LA1107
 LA1107.The dynamic height is computed by dividing the NAVD 88
 LA1107.geopotential number by the normal gravity value computed on the
 LA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1107.degrees latitude (g = 980.6199 gals.).
 LA1107
 LA1107.The modeled gravity was interpolated from observed gravity values.
 LA1107
 LA1107;                    North         East    Units  Estimated Accuracy
 LA1107;SPC IN E     -   537,920.      154,480.      MT  (+/- 180 meters Scaled)
 LA1107
 LA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK681398(NAD 83)
 LA1107
 LA1107                          SUPERSEDED SURVEY CONTROL
 LA1107
 LA1107  NGVD 29 (??/??/92)  360.161  (m)         1181.63   (f) ADJ UNCH    2 0
 LA1107
 LA1107.Superseded values are not recommended for survey control.
 LA1107
 LA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1107.See file dsdata.pdf to determine how the superseded data were derived.
 LA1107
 LA1107_MARKER: DB = BENCH MARK DISK
 LA1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1107_SP_SET: BRIDGE
 LA1107_STAMPING: H 246 1947
 LA1107_MARK LOGO: CGS
 LA1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1107
 LA1107  HISTORY     - Date     Condition        Report By
 LA1107  HISTORY     - 1947     MONUMENTED       CGS
 LA1107
 LA1107                          STATION DESCRIPTION
 LA1107
 LA1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1107'8.4 MI NE FROM MODOC.
 LA1107'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1107'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 5.35 MILES EAST ALONG
 LA1107'A GRAVEL ROAD, ABOUT 0.4 MILE EAST OF A BLACK TOP CROSS ROAD,
 LA1107'IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST WING WALL OF A
 LA1107'4-FOOT CONCRETE BRIDGE, 10 FEET SOUTH OF THE CENTER LINE OF THE
 LA1107'GRAVEL ROAD AND 0.7 FOOT EAST OF THE EAST END OF THE SOUTH
 LA1107'CONCRETE BANISTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1123 ***********************************************************************
 LA1123  DESIGNATION -  H 247
 LA1123  PID         -  LA1123
 LA1123  STATE/COUNTY-  IN/HENRY
 LA1123  COUNTRY     -  US
 LA1123  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1123
 LA1123                         *CURRENT SURVEY CONTROL
 LA1123  ______________________________________________________________________
 LA1123* NAD 83(1986) POSITION- 40 02 50.     (N) 085 20 49.     (W)   SCALED
 LA1123* NAVD 88 ORTHO HEIGHT -   333.572 (meters)     1094.39  (feet) ADJUSTED
 LA1123  ______________________________________________________________________
 LA1123  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 LA1123  DYNAMIC HEIGHT  -        333.391 (meters)     1093.80  (feet) COMP
 LA1123  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LA1123
 LA1123  VERT ORDER      -  SECOND    CLASS 0
 LA1123
 LA1123.The horizontal coordinates were scaled from a map and have
 LA1123.an estimated accuracy of +/- 6 seconds.
 LA1123
 LA1123.The orthometric height was determined by differential leveling and
 LA1123.adjusted by the NATIONAL GEODETIC SURVEY
 LA1123.in June 1991.
 LA1123
 LA1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1123.GEOID18 height accuracy estimate available here.
 LA1123
 LA1123.Click photographs - Photos may exist for this station.
 LA1123
 LA1123.The dynamic height is computed by dividing the NAVD 88
 LA1123.geopotential number by the normal gravity value computed on the
 LA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1123.degrees latitude (g = 980.6199 gals.).
 LA1123
 LA1123.The modeled gravity was interpolated from observed gravity values.
 LA1123
 LA1123;                    North         East    Units  Estimated Accuracy
 LA1123;SPC IN E     -   532,810.      127,280.      MT  (+/- 180 meters Scaled)
 LA1123
 LA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK410343(NAD 83)
 LA1123
 LA1123                          SUPERSEDED SURVEY CONTROL
 LA1123
 LA1123  NGVD 29 (??/??/92)  333.705  (m)         1094.83   (f) ADJ UNCH    2 0
 LA1123
 LA1123.Superseded values are not recommended for survey control.
 LA1123
 LA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1123.See file dsdata.pdf to determine how the superseded data were derived.
 LA1123
 LA1123_MARKER: DB = BENCH MARK DISK
 LA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1123_STAMPING: H 247 1947
 LA1123_MARK LOGO: CGS
 LA1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1123+STABILITY: SURFACE MOTION
 LA1123
 LA1123  HISTORY     - Date     Condition        Report By
 LA1123  HISTORY     - 1947     MONUMENTED       CGS
 LA1123
 LA1123                          STATION DESCRIPTION
 LA1123
 LA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1123'2.4 MI E FROM SPRINGPORT.
 LA1123'ABOUT 2.35 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LA1123'AT SPRINGPORT, ABOUT 2.0 MILES EAST OF THE INTERSECTION OF
 LA1123'STATE HIGHWAY 3, ABOUT 0.25 MILE EAST OF A CROSS ROAD, 0.25
 LA1123'MILE WEST OF A FARM HOUSE ON THE NORTH SIDE OF THE ROAD, 15
 LA1123'FEET NORTH OF THE CENTER LINE, 30 FEET NORTH AND ACROSS THE
 LA1123'ROAD FROM A LARGE ROUND CONCRETE FENCE CORNER POST AT THE
 LA1123'NORTHEAST CORNER OF A WOOD LOT, 45.5 FEET EAST OF A POWER POLE,
 LA1123'1 FOOT SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND
 LA1123'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1256 ***********************************************************************
 LA1256  DESIGNATION -  H 248
 LA1256  PID         -  LA1256
 LA1256  STATE/COUNTY-  IN/HENRY
 LA1256  COUNTRY     -  US
 LA1256  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1256
 LA1256                         *CURRENT SURVEY CONTROL
 LA1256  ______________________________________________________________________
 LA1256* NAD 83(1986) POSITION- 40 03 18.     (N) 085 29 56.     (W)   SCALED
 LA1256* NAVD 88 ORTHO HEIGHT -   303.642 (meters)      996.20  (feet) ADJUSTED
 LA1256  ______________________________________________________________________
 LA1256  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 LA1256  DYNAMIC HEIGHT  -        303.477 (meters)      995.66  (feet) COMP
 LA1256  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 LA1256
 LA1256  VERT ORDER      -  SECOND    CLASS 0
 LA1256
 LA1256.The horizontal coordinates were scaled from a map and have
 LA1256.an estimated accuracy of +/- 6 seconds.
 LA1256
 LA1256.The orthometric height was determined by differential leveling and
 LA1256.adjusted by the NATIONAL GEODETIC SURVEY
 LA1256.in June 1991.
 LA1256
 LA1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1256.GEOID18 height accuracy estimate available here.
 LA1256
 LA1256.Click photographs - Photos may exist for this station.
 LA1256
 LA1256.The dynamic height is computed by dividing the NAVD 88
 LA1256.geopotential number by the normal gravity value computed on the
 LA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1256.degrees latitude (g = 980.6199 gals.).
 LA1256
 LA1256.The modeled gravity was interpolated from observed gravity values.
 LA1256
 LA1256;                    North         East    Units  Estimated Accuracy
 LA1256;SPC IN E     -   533,640.      114,320.      MT  (+/- 180 meters Scaled)
 LA1256
 LA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK280349(NAD 83)
 LA1256
 LA1256                          SUPERSEDED SURVEY CONTROL
 LA1256
 LA1256  NGVD 29 (??/??/92)  303.775  (m)          996.64   (f) ADJ UNCH    2 0
 LA1256
 LA1256.Superseded values are not recommended for survey control.
 LA1256
 LA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1256.See file dsdata.pdf to determine how the superseded data were derived.
 LA1256
 LA1256_MARKER: DB = BENCH MARK DISK
 LA1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1256_STAMPING: H 248 1947
 LA1256_MARK LOGO: CGS
 LA1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1256+STABILITY: SURFACE MOTION
 LA1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1256+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 LA1256
 LA1256  HISTORY     - Date     Condition        Report By
 LA1256  HISTORY     - 1947     MONUMENTED       CGS
 LA1256  HISTORY     - 20060516 GOOD             BFSINC
 LA1256
 LA1256                          STATION DESCRIPTION
 LA1256
 LA1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1256'1.9 MI E FROM MIDDLETOWN.
 LA1256'ABOUT 1.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1256'AT MIDDLETOWN, AT A BLACK TOP CROSS ROAD AND CEMETERY, 81 FEET
 LA1256'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET NORTH
 LA1256'OF THE CENTER LINE OF THE EAST-WEST ROAD, 63 FEET EAST OF THE
 LA1256'SOUTHWEST CORNER OF THE CEMETERY, 10 FEET EAST OF AN 8-INCH
 LA1256'ELM TREE, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A
 LA1256'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK MAY BE REACHED
 LA1256'FROM THE FIRST LUTHERAN CHURCH AT CROSSROADS, DELAWARE COUNTY
 LA1256'BY GOING ABOUT 2.6 MILES SOUTH ALONG A BLACK TOP ROAD.
 LA1256
 LA1256                          STATION RECOVERY (2006)
 LA1256
 LA1256'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LA1256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1135 ***********************************************************************
 LA1135  DESIGNATION -  H 249
 LA1135  PID         -  LA1135
 LA1135  STATE/COUNTY-  IN/HENRY
 LA1135  COUNTRY     -  US
 LA1135  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1135
 LA1135                         *CURRENT SURVEY CONTROL
 LA1135  ______________________________________________________________________
 LA1135* NAD 83(1986) POSITION- 40 01 09.     (N) 085 15 05.     (W)   SCALED
 LA1135* NAVD 88 ORTHO HEIGHT -   349.127 (meters)     1145.43  (feet) ADJUSTED
 LA1135  ______________________________________________________________________
 LA1135  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 LA1135  DYNAMIC HEIGHT  -        348.935 (meters)     1144.80  (feet) COMP
 LA1135  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LA1135
 LA1135  VERT ORDER      -  SECOND    CLASS 0
 LA1135
 LA1135.The horizontal coordinates were scaled from a map and have
 LA1135.an estimated accuracy of +/- 6 seconds.
 LA1135
 LA1135.The orthometric height was determined by differential leveling and
 LA1135.adjusted by the NATIONAL GEODETIC SURVEY
 LA1135.in June 1991.
 LA1135
 LA1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1135.GEOID18 height accuracy estimate available here.
 LA1135
 LA1135.Click photographs - Photos may exist for this station.
 LA1135
 LA1135.The dynamic height is computed by dividing the NAVD 88
 LA1135.geopotential number by the normal gravity value computed on the
 LA1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1135.degrees latitude (g = 980.6199 gals.).
 LA1135
 LA1135.The modeled gravity was interpolated from observed gravity values.
 LA1135
 LA1135;                    North         East    Units  Estimated Accuracy
 LA1135;SPC IN E     -   529,730.      135,450.      MT  (+/- 180 meters Scaled)
 LA1135
 LA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK492313(NAD 83)
 LA1135
 LA1135                          SUPERSEDED SURVEY CONTROL
 LA1135
 LA1135  NGVD 29 (??/??/92)  349.261  (m)         1145.87   (f) ADJ UNCH    2 0
 LA1135
 LA1135.Superseded values are not recommended for survey control.
 LA1135
 LA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1135.See file dsdata.pdf to determine how the superseded data were derived.
 LA1135
 LA1135_MARKER: DB = BENCH MARK DISK
 LA1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1135_STAMPING: H 249 1947
 LA1135_MARK LOGO: CGS
 LA1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1135+STABILITY: SURFACE MOTION
 LA1135
 LA1135  HISTORY     - Date     Condition        Report By
 LA1135  HISTORY     - 1947     MONUMENTED       CGS
 LA1135
 LA1135                          STATION DESCRIPTION
 LA1135
 LA1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1135'1.8 MI N FROM MOORELAND.
 LA1135'ABOUT 1.8 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 LA1135'BUILDING AT MOORELAND, ABOUT 1.1 MILE NORTH OF THE INTERSECTION
 LA1135'WITH U.S. HIGHWAY 36, AT A CROSS ROADS AND THE JUNCTION WITH A
 LA1135'PAVED ROAD LEADING NORTHWEST, 29 FEET WEST OF THE CENTER LINE
 LA1135'OF THE NORTH-SOUTH ROAD, 54 FEET NORTH OF THE CENTER LINE OF THE
 LA1135'EAST-WEST ROAD, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 LA1135'LEADING NORTHWEST, 19 FEET NORTH OF A FENCE CORNER, 21 FEET
 LA1135'NORTHEAST OF A 20-INCH WALNUT TREE, 2 FEET SOUTH OF A WHITE
 LA1135'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LA1135'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.  NOTE-- THIS
 LA1135'MARK IS ABOUT 2.9 MILES SOUTH ALONG A PAVED ROAD FROM THE
 LA1135'CHESAPEAKE AND OHIO RAILWAY STATION AT BLOUNTSVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0319 ***********************************************************************
 ME0319  DESIGNATION -  H 25
 ME0319  PID         -  ME0319
 ME0319  STATE/COUNTY-  IN/FULTON
 ME0319  COUNTRY     -  US
 ME0319  USGS QUAD   -  CULVER (2019)
 ME0319
 ME0319                         *CURRENT SURVEY CONTROL
 ME0319  ______________________________________________________________________
 ME0319* NAD 83(1986) POSITION- 41 09 52.     (N) 086 24 53.     (W)   SCALED
 ME0319* NAVD 88 ORTHO HEIGHT -   225.871 (meters)      741.05  (feet) ADJUSTED
 ME0319  ______________________________________________________________________
 ME0319  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME0319  DYNAMIC HEIGHT  -        225.779 (meters)      740.74  (feet) COMP
 ME0319  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 ME0319
 ME0319  VERT ORDER      -  SECOND    CLASS 0
 ME0319
 ME0319.The horizontal coordinates were scaled from a map and have
 ME0319.an estimated accuracy of +/- 6 seconds.
 ME0319
 ME0319.The orthometric height was determined by differential leveling and
 ME0319.adjusted by the NATIONAL GEODETIC SURVEY
 ME0319.in June 1991.
 ME0319
 ME0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0319.GEOID18 height accuracy estimate available here.
 ME0319
 ME0319.Click photographs - Photos may exist for this station.
 ME0319
 ME0319.The dynamic height is computed by dividing the NAVD 88
 ME0319.geopotential number by the normal gravity value computed on the
 ME0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0319.degrees latitude (g = 980.6199 gals.).
 ME0319
 ME0319.The modeled gravity was interpolated from observed gravity values.
 ME0319
 ME0319;                    North         East    Units  Estimated Accuracy
 ME0319;SPC IN E     -   657,090.       37,220.      MT  (+/- 180 meters Scaled)
 ME0319
 ME0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491571(NAD 83)
 ME0319
 ME0319                          SUPERSEDED SURVEY CONTROL
 ME0319
 ME0319  NGVD 29 (??/??/92)  225.978  (m)          741.40   (f) ADJ UNCH    2 0
 ME0319
 ME0319.Superseded values are not recommended for survey control.
 ME0319
 ME0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0319.See file dsdata.pdf to determine how the superseded data were derived.
 ME0319
 ME0319_MARKER: DB = BENCH MARK DISK
 ME0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0319_STAMPING: H 25 1934
 ME0319_MARK LOGO: CGS
 ME0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0319+STABILITY: SURFACE MOTION
 ME0319
 ME0319  HISTORY     - Date     Condition        Report By
 ME0319  HISTORY     - 1934     MONUMENTED       CGS
 ME0319  HISTORY     - 1946     MARK NOT FOUND   CGS
 ME0319  HISTORY     - 1960     MARK NOT FOUND   USGS
 ME0319
 ME0319                          STATION DESCRIPTION
 ME0319
 ME0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0319'1.9 MI N FROM DELONG.
 ME0319'1.9 MILES NORTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0319'PENNSYLVANIA RAILROAD FROM THE STATION AT DELONG, FULTON COUNTY,
 ME0319'4 YARDS EAST OF MILEPOST TH 145, 15 YARDS WEST OF THE CENTERLINE
 ME0319'OF STATE HIGHWAY 17, 6 YARDS EAST OF THE EAST RAIL, AND 4 YARDS
 ME0319'WEST OF A POLE.  A STANDARD DISK, STAMPED H 25 1934 AND SET IN
 ME0319'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ME0319
 ME0319                          STATION RECOVERY (1960)
 ME0319
 ME0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ME0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1152 ***********************************************************************
 LA1152  DESIGNATION -  H 250
 LA1152  PID         -  LA1152
 LA1152  STATE/COUNTY-  IN/DELAWARE
 LA1152  COUNTRY     -  US
 LA1152  USGS QUAD   -  MUNCIE WEST (2019)
 LA1152
 LA1152                         *CURRENT SURVEY CONTROL
 LA1152  ______________________________________________________________________
 LA1152* NAD 83(1986) POSITION- 40 10 38.     (N) 085 23 18.     (W)   SCALED
 LA1152* NAVD 88 ORTHO HEIGHT -   294.637 (meters)      966.65  (feet) ADJUSTED
 LA1152  ______________________________________________________________________
 LA1152  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LA1152  DYNAMIC HEIGHT  -        294.479 (meters)      966.14  (feet) COMP
 LA1152  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 LA1152
 LA1152  VERT ORDER      -  SECOND    CLASS 0
 LA1152
 LA1152.The horizontal coordinates were scaled from a map and have
 LA1152.an estimated accuracy of +/- 6 seconds.
 LA1152
 LA1152.The orthometric height was determined by differential leveling and
 LA1152.adjusted by the NATIONAL GEODETIC SURVEY
 LA1152.in June 1991.
 LA1152
 LA1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1152.GEOID18 height accuracy estimate available here.
 LA1152
 LA1152.Click photographs - Photos may exist for this station.
 LA1152
 LA1152.The dynamic height is computed by dividing the NAVD 88
 LA1152.geopotential number by the normal gravity value computed on the
 LA1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1152.degrees latitude (g = 980.6199 gals.).
 LA1152
 LA1152.The modeled gravity was interpolated from observed gravity values.
 LA1152
 LA1152;                    North         East    Units  Estimated Accuracy
 LA1152;SPC IN E     -   547,230.      123,710.      MT  (+/- 180 meters Scaled)
 LA1152
 LA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372486(NAD 83)
 LA1152
 LA1152                          SUPERSEDED SURVEY CONTROL
 LA1152
 LA1152  NGVD 29 (??/??/92)  294.772  (m)          967.10   (f) ADJ UNCH    2 0
 LA1152
 LA1152.Superseded values are not recommended for survey control.
 LA1152
 LA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1152.See file dsdata.pdf to determine how the superseded data were derived.
 LA1152
 LA1152_MARKER: DB = BENCH MARK DISK
 LA1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1152_SP_SET: BUILDING
 LA1152_STAMPING: H 250 1947
 LA1152_MARK LOGO: CGS
 LA1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1152
 LA1152  HISTORY     - Date     Condition        Report By
 LA1152  HISTORY     - 1947     MONUMENTED       CGS
 LA1152
 LA1152                          STATION DESCRIPTION
 LA1152
 LA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1152'AT MUNCIE.
 LA1152'AT MUNCIE, ABOUT 1.05 MILE SOUTH ALONG SOUTH WALNUT STREET,
 LA1152'THENCE 2 BLOCKS WEST ALONG 13TH STREET, IN THE NORTH WALL AND
 LA1152'2.8 FEET WEST OF THE NORTHEAST CORNER OF THE WILSON HIGH SCHOOL
 LA1152'BRICK BUILDING, 52 FEET SOUTH OF THE CENTER LINE OF 13TH STREET,
 LA1152'4 FEET ABOVE THE GROUND AND SET VERTICALLY IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1487 ***********************************************************************
 JZ1487  DESIGNATION -  H 251
 JZ1487  PID         -  JZ1487
 JZ1487  STATE/COUNTY-  IN/HENRY
 JZ1487  COUNTRY     -  US
 JZ1487  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1487
 JZ1487                         *CURRENT SURVEY CONTROL
 JZ1487  ______________________________________________________________________
 JZ1487* NAD 83(1986) POSITION- 39 55 26.     (N) 085 18 16.     (W)   SCALED
 JZ1487* NAVD 88 ORTHO HEIGHT -   334.044 (meters)     1095.94  (feet) ADJUSTED
 JZ1487  ______________________________________________________________________
 JZ1487  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JZ1487  DYNAMIC HEIGHT  -        333.855 (meters)     1095.32  (feet) COMP
 JZ1487  MODELED GRAVITY -    980,051.2   (mgal)                       NAVD 88
 JZ1487
 JZ1487  VERT ORDER      -  SECOND    CLASS 0
 JZ1487
 JZ1487.The horizontal coordinates were scaled from a map and have
 JZ1487.an estimated accuracy of +/- 6 seconds.
 JZ1487
 JZ1487.The orthometric height was determined by differential leveling and
 JZ1487.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1487.in June 1991.
 JZ1487
 JZ1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1487.GEOID18 height accuracy estimate available here.
 JZ1487
 JZ1487.Click photographs - Photos may exist for this station.
 JZ1487
 JZ1487.The dynamic height is computed by dividing the NAVD 88
 JZ1487.geopotential number by the normal gravity value computed on the
 JZ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1487.degrees latitude (g = 980.6199 gals.).
 JZ1487
 JZ1487.The modeled gravity was interpolated from observed gravity values.
 JZ1487
 JZ1487;                    North         East    Units  Estimated Accuracy
 JZ1487;SPC IN E     -   519,130.      130,970.      MT  (+/- 180 meters Scaled)
 JZ1487
 JZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK448206(NAD 83)
 JZ1487
 JZ1487                          SUPERSEDED SURVEY CONTROL
 JZ1487
 JZ1487  NGVD 29 (??/??/92)  334.173  (m)         1096.37   (f) ADJ UNCH    2 0
 JZ1487
 JZ1487.Superseded values are not recommended for survey control.
 JZ1487
 JZ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1487.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1487
 JZ1487_MARKER: DB = BENCH MARK DISK
 JZ1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1487_STAMPING: H 251 1947
 JZ1487_MARK LOGO: CGS
 JZ1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1487+STABILITY: SURFACE MOTION
 JZ1487
 JZ1487  HISTORY     - Date     Condition        Report By
 JZ1487  HISTORY     - 1947     MONUMENTED       CGS
 JZ1487
 JZ1487                          STATION DESCRIPTION
 JZ1487
 JZ1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1487'3.2 MI E FROM NEW CASTLE.
 JZ1487'ABOUT 3.15 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1487'STATION AT NEW CASTLE, AT THE ASHLAND PAVED ROAD CROSSING,
 JZ1487'64 FEET SOUTH OF THE SOUTH RAIL, 20 FEET EAST OF THE CENTER LINE
 JZ1487'OF THE PAVED ROAD, 36.5 FEET SOUTH OF THE FENCE CORNER, 1 FOOT
 JZ1487'WEST OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ1487'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1487'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1629 ***********************************************************************
 JZ1629  DESIGNATION -  H 252
 JZ1629  PID         -  JZ1629
 JZ1629  STATE/COUNTY-  IN/RUSH
 JZ1629  COUNTRY     -  US
 JZ1629  USGS QUAD   -  MAYS (2019)
 JZ1629
 JZ1629                         *CURRENT SURVEY CONTROL
 JZ1629  ______________________________________________________________________
 JZ1629* NAD 83(1986) POSITION- 39 44 36.56   (N) 085 26 30.75   (W)   HD_HELD1
 JZ1629* NAVD 88 ORTHO HEIGHT -   305.362 (meters)     1001.84  (feet) ADJUSTED
 JZ1629  ______________________________________________________________________
 JZ1629  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 JZ1629  DYNAMIC HEIGHT  -        305.185 (meters)     1001.26  (feet) COMP
 JZ1629  MODELED GRAVITY -    980,038.4   (mgal)                       NAVD 88
 JZ1629
 JZ1629  VERT ORDER      -  SECOND    CLASS 0
 JZ1629
 JZ1629.The horizontal coordinates were determined by differentially corrected
 JZ1629.hand held GPS observations or other comparable positioning techniques
 JZ1629.and have an estimated accuracy of +/- 3 meters.
 JZ1629
 JZ1629.The orthometric height was determined by differential leveling and
 JZ1629.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1629.in June 1991.
 JZ1629
 JZ1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1629.GEOID18 height accuracy estimate available here.
 JZ1629
 JZ1629.Click photographs - Photos may exist for this station.
 JZ1629
 JZ1629.The dynamic height is computed by dividing the NAVD 88
 JZ1629.geopotential number by the normal gravity value computed on the
 JZ1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1629.degrees latitude (g = 980.6199 gals.).
 JZ1629
 JZ1629.The modeled gravity was interpolated from observed gravity values.
 JZ1629
 JZ1629;                    North         East    Units  Estimated Accuracy
 JZ1629;SPC IN E     -   499,061.8     119,266.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1629
 JZ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3350000448(NAD 83)
 JZ1629
 JZ1629                          SUPERSEDED SURVEY CONTROL
 JZ1629
 JZ1629  NGVD 29 (??/??/92)  305.492  (m)         1002.27   (f) ADJ UNCH    2 0
 JZ1629
 JZ1629.Superseded values are not recommended for survey control.
 JZ1629
 JZ1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1629.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1629
 JZ1629_MARKER: DB = BENCH MARK DISK
 JZ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1629_STAMPING: H 252 1947
 JZ1629_MARK LOGO: CGS
 JZ1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1629+STABILITY: SURFACE MOTION
 JZ1629
 JZ1629  HISTORY     - Date     Condition        Report By
 JZ1629  HISTORY     - 1947     MONUMENTED       CGS
 JZ1629
 JZ1629                          STATION DESCRIPTION
 JZ1629
 JZ1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1629'4.2 MI S FROM DUNREITH.
 JZ1629'ABOUT 4.25 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1629'OVER U.S. HIGHWAY 40 AT DUNREITH, ABOUT 0.5 MILE WEST OF THE
 JZ1629'VILLAGE OF MAYS, IN THE SOUTHEAST QUARTER OF THE JUNCTION OF A
 JZ1629'ROAD LEADING EAST TO MAYS, 50 FEET EAST OF THE CENTER LINE OF
 JZ1629'THE HIGHWAY 31 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 JZ1629'EAST, 14 FEET SOUTHWEST OF A FENCE CORNER, 36 FEET NORTHEAST OF
 JZ1629'A FENCE CORNER, 3 FEET NORTHWEST OF A WIRE FENCE LINE, 2 FEET
 JZ1629'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW HIGHWAY
 JZ1629'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ1629'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1537 ***********************************************************************
 JZ1537  DESIGNATION -  H 253
 JZ1537  PID         -  JZ1537
 JZ1537  STATE/COUNTY-  IN/HENRY
 JZ1537  COUNTRY     -  US
 JZ1537  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1537
 JZ1537                         *CURRENT SURVEY CONTROL
 JZ1537  ______________________________________________________________________
 JZ1537* NAD 83(1986) POSITION- 39 54 09.     (N) 085 15 08.     (W)   SCALED
 JZ1537* NAVD 88 ORTHO HEIGHT -   343.473 (meters)     1126.88  (feet) ADJUSTED
 JZ1537  ______________________________________________________________________
 JZ1537  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 JZ1537  DYNAMIC HEIGHT  -        343.275 (meters)     1126.23  (feet) COMP
 JZ1537  MODELED GRAVITY -    980,041.0   (mgal)                       NAVD 88
 JZ1537
 JZ1537  VERT ORDER      -  SECOND    CLASS 0
 JZ1537
 JZ1537.The horizontal coordinates were scaled from a map and have
 JZ1537.an estimated accuracy of +/- 6 seconds.
 JZ1537
 JZ1537.The orthometric height was determined by differential leveling and
 JZ1537.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1537.in June 1991.
 JZ1537
 JZ1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1537.GEOID18 height accuracy estimate available here.
 JZ1537
 JZ1537.Click photographs - Photos may exist for this station.
 JZ1537
 JZ1537.The dynamic height is computed by dividing the NAVD 88
 JZ1537.geopotential number by the normal gravity value computed on the
 JZ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1537.degrees latitude (g = 980.6199 gals.).
 JZ1537
 JZ1537.The modeled gravity was interpolated from observed gravity values.
 JZ1537
 JZ1537;                    North         East    Units  Estimated Accuracy
 JZ1537;SPC IN E     -   516,770.      135,440.      MT  (+/- 180 meters Scaled)
 JZ1537
 JZ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494183(NAD 83)
 JZ1537
 JZ1537                          SUPERSEDED SURVEY CONTROL
 JZ1537
 JZ1537  NGVD 29 (??/??/92)  343.601  (m)         1127.30   (f) ADJ UNCH    2 0
 JZ1537
 JZ1537.Superseded values are not recommended for survey control.
 JZ1537
 JZ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1537.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1537
 JZ1537_MARKER: DB = BENCH MARK DISK
 JZ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1537_STAMPING: H 253 1947
 JZ1537_MARK LOGO: CGS
 JZ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1537+STABILITY: SURFACE MOTION
 JZ1537
 JZ1537  HISTORY     - Date     Condition        Report By
 JZ1537  HISTORY     - 1947     MONUMENTED       CGS
 JZ1537  HISTORY     - 20050707 MARK NOT FOUND   GEOCAC
 JZ1537
 JZ1537                          STATION DESCRIPTION
 JZ1537
 JZ1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1537'1.4 MI S FROM MILLVILLE.
 JZ1537'ABOUT 1.45 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1537'AT MILLVILLE, IN THE SOUTHWEST QUARTER OF THE INTERSECTION WITH
 JZ1537'AN EAST-WEST ROAD, 42 FEET WEST OF THE CENTER LINE OF THE
 JZ1537'NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JZ1537'ROAD, 16 FEET WEST OF A FENCE CORNER, 13.5 FEET WEST OF A
 JZ1537'TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1537'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JZ1537'PROJECTING ABOUT 4 INCHES.
 JZ1537
 JZ1537                          STATION RECOVERY (2005)
 JZ1537
 JZ1537'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1537'A CONCRETE POST IS AT THE DESCRIBED LOCATION.  THE TOP OF THE POST IS
 JZ1537'DAMAGED AND THERE IS NO SIGN OF A DISK OR MOUNTING STEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1528 ***********************************************************************
 JZ1528  DESIGNATION -  H 254
 JZ1528  PID         -  JZ1528
 JZ1528  STATE/COUNTY-  IN/WAYNE
 JZ1528  COUNTRY     -  US
 JZ1528  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1528
 JZ1528                         *CURRENT SURVEY CONTROL
 JZ1528  ______________________________________________________________________
 JZ1528* NAD 83(1986) POSITION- 39 48 46.     (N) 085 10 28.     (W)   SCALED
 JZ1528* NAVD 88 ORTHO HEIGHT -   285.507 (meters)      936.70  (feet) ADJUSTED
 JZ1528  ______________________________________________________________________
 JZ1528  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ1528  DYNAMIC HEIGHT  -        285.342 (meters)      936.16  (feet) COMP
 JZ1528  MODELED GRAVITY -    980,042.4   (mgal)                       NAVD 88
 JZ1528
 JZ1528  VERT ORDER      -  SECOND    CLASS 0
 JZ1528
 JZ1528.The horizontal coordinates were scaled from a map and have
 JZ1528.an estimated accuracy of +/- 6 seconds.
 JZ1528
 JZ1528.The orthometric height was determined by differential leveling and
 JZ1528.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1528.in June 1991.
 JZ1528
 JZ1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1528.GEOID18 height accuracy estimate available here.
 JZ1528
 JZ1528.Click photographs - Photos may exist for this station.
 JZ1528
 JZ1528.The dynamic height is computed by dividing the NAVD 88
 JZ1528.geopotential number by the normal gravity value computed on the
 JZ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1528.degrees latitude (g = 980.6199 gals.).
 JZ1528
 JZ1528.The modeled gravity was interpolated from observed gravity values.
 JZ1528
 JZ1528;                    North         East    Units  Estimated Accuracy
 JZ1528;SPC IN E     -   506,850.      142,150.      MT  (+/- 180 meters Scaled)
 JZ1528
 JZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK562085(NAD 83)
 JZ1528
 JZ1528                          SUPERSEDED SURVEY CONTROL
 JZ1528
 JZ1528  NGVD 29 (??/??/92)  285.646  (m)          937.16   (f) ADJ UNCH    2 0
 JZ1528
 JZ1528.Superseded values are not recommended for survey control.
 JZ1528
 JZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1528.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1528
 JZ1528_MARKER: DB = BENCH MARK DISK
 JZ1528_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1528_SP_SET: STEP
 JZ1528_STAMPING: H 254 1947
 JZ1528_MARK LOGO: CGS
 JZ1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1528
 JZ1528  HISTORY     - Date     Condition        Report By
 JZ1528  HISTORY     - 1947     MONUMENTED       CGS
 JZ1528  HISTORY     - 20220912 MARK NOT FOUND   PICI
 JZ1528
 JZ1528                          STATION DESCRIPTION
 JZ1528
 JZ1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1528'AT CAMBRIDGE CITY.
 JZ1528'AT CAMBRIDGE CITY, AT THE NORTHEAST CORNER OF THE POST OFFICE
 JZ1528'BUILDING, IN THE TOP OF THE WEST END OF THE TOP CONCRETE STEP OF
 JZ1528'A BASEMENT STAIRWAY, 1 FOOT SOUTHEAST OF THE CORNER OF THE
 JZ1528'BUILDING AND ABOUT LEVEL WITH THE CONCRETE PARKING AREA.
 JZ1528
 JZ1528                          STATION RECOVERY (2022)
 JZ1528
 JZ1528'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2022 (KSM)
 JZ1528'MARK NOT FOUND.  CONCRETE STEPS HAVE BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1580 ***********************************************************************
 JZ1580  DESIGNATION -  H 255
 JZ1580  PID         -  JZ1580
 JZ1580  STATE/COUNTY-  IN/WAYNE
 JZ1580  COUNTRY     -  US
 JZ1580  USGS QUAD   -  JACKSONBURG (2019)
 JZ1580
 JZ1580                         *CURRENT SURVEY CONTROL
 JZ1580  ______________________________________________________________________
 JZ1580* NAD 83(1986) POSITION- 39 48 54.     (N) 085 03 51.     (W)   SCALED
 JZ1580* NAVD 88 ORTHO HEIGHT -   308.456 (meters)     1011.99  (feet) ADJUSTED
 JZ1580  ______________________________________________________________________
 JZ1580  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 JZ1580  DYNAMIC HEIGHT  -        308.276 (meters)     1011.40  (feet) COMP
 JZ1580  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 JZ1580
 JZ1580  VERT ORDER      -  SECOND    CLASS 0
 JZ1580
 JZ1580.The horizontal coordinates were scaled from a map and have
 JZ1580.an estimated accuracy of +/- 6 seconds.
 JZ1580
 JZ1580.The orthometric height was determined by differential leveling and
 JZ1580.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1580.in June 1991.
 JZ1580
 JZ1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1580.GEOID18 height accuracy estimate available here.
 JZ1580
 JZ1580.Click photographs - Photos may exist for this station.
 JZ1580
 JZ1580.The dynamic height is computed by dividing the NAVD 88
 JZ1580.geopotential number by the normal gravity value computed on the
 JZ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1580.degrees latitude (g = 980.6199 gals.).
 JZ1580
 JZ1580.The modeled gravity was interpolated from observed gravity values.
 JZ1580
 JZ1580;                    North         East    Units  Estimated Accuracy
 JZ1580;SPC IN E     -   507,150.      151,590.      MT  (+/- 180 meters Scaled)
 JZ1580
 JZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK656090(NAD 83)
 JZ1580
 JZ1580                          SUPERSEDED SURVEY CONTROL
 JZ1580
 JZ1580  NGVD 29 (??/??/92)  308.60   (m)         1012.5    (f) COMPUTED    2 0
 JZ1580
 JZ1580.Superseded values are not recommended for survey control.
 JZ1580
 JZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1580.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1580
 JZ1580_MARKER: DB = BENCH MARK DISK
 JZ1580_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1580_SP_SET: BOX CULVERT HEADWALL
 JZ1580_STAMPING: H 255 1947
 JZ1580_MARK LOGO: CGS
 JZ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1580+STABILITY: SURFACE MOTION
 JZ1580
 JZ1580  HISTORY     - Date     Condition        Report By
 JZ1580  HISTORY     - 1947     MONUMENTED       CGS
 JZ1580
 JZ1580                          STATION DESCRIPTION
 JZ1580
 JZ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1580'2.4 MI E FROM PENNVILLE.
 JZ1580'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JZ1580'OF THE JACKSONBURG ROAD AT PENNVILLE, ABOUT 0.35 MILE EAST OF A
 JZ1580'CROSSROAD, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 JZ1580'6-FOOT CONCRETE BOX CULVERT NUMBER 16, 36 FEET SOUTH OF THE
 JZ1580'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1581 ***********************************************************************
 JZ1581  DESIGNATION -  H 255 RESET
 JZ1581  PID         -  JZ1581
 JZ1581  STATE/COUNTY-  IN/WAYNE
 JZ1581  COUNTRY     -  US
 JZ1581  USGS QUAD   -  JACKSONBURG (2019)
 JZ1581
 JZ1581                         *CURRENT SURVEY CONTROL
 JZ1581  ______________________________________________________________________
 JZ1581* NAD 83(1986) POSITION- 39 48 54.7    (N) 085 03 51.5    (W)   HD_HELD2
 JZ1581* NAVD 88 ORTHO HEIGHT -   308.44  (meters)     1011.9   (feet) RESET
 JZ1581  ______________________________________________________________________
 JZ1581  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 JZ1581  VERT ORDER      -  THIRD
 JZ1581
 JZ1581.The horizontal coordinates were established by autonomous hand held GPS
 JZ1581.observations and have an estimated accuracy of +/- 10 meters.
 JZ1581
 JZ1581.The orthometric height was computed from unverified reset data.
 JZ1581
 JZ1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1581.GEOID18 height accuracy estimate available here.
 JZ1581
 JZ1581.Click photographs - Photos may exist for this station.
 JZ1581
 JZ1581;                    North         East    Units  Estimated Accuracy
 JZ1581;SPC IN E     -   507,172.      151,575.      MT  (+/- 10 meters HH2 GPS)
 JZ1581
 JZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6568009038(NAD 83)
 JZ1581
 JZ1581                          SUPERSEDED SURVEY CONTROL
 JZ1581
 JZ1581  NGVD 29 (??/??/??)  308.58   (m)         1012.4    (f) RESET       3  
 JZ1581
 JZ1581.Superseded values are not recommended for survey control.
 JZ1581
 JZ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1581.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1581
 JZ1581_MARKER: DB = BENCH MARK DISK
 JZ1581_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1581_SP_SET: BOX CULVERT HEADWALL
 JZ1581_STAMPING: H 255 RESET 1952
 JZ1581_MARK LOGO: CGS
 JZ1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1581+STABILITY: SURFACE MOTION
 JZ1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1581+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 JZ1581
 JZ1581  HISTORY     - Date     Condition        Report By
 JZ1581  HISTORY     - 1952     MONUMENTED       INHD
 JZ1581  HISTORY     - 1953     GOOD             CGS
 JZ1581  HISTORY     - 20030409 GOOD             GEOCAC
 JZ1581
 JZ1581                          STATION DESCRIPTION
 JZ1581
 JZ1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JZ1581'2.4 MI E FROM PENNVILLE.
 JZ1581'2.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF THE
 JZ1581'JACKSONBURG ROAD AT PENNVILLE, WAYNE COUNTY, 0.4 MILE EAST OF A
 JZ1581'CROSS ROAD, AT 6-FOOT CONCRETE-BOX CULVERT 16, IN THE TOP OF
 JZ1581'THE EAST END OF THE SOUTH HEADWALL, 42 FEET SOUTH OF THE
 JZ1581'CENTERLINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE
 JZ1581'HIGHWAY.
 JZ1581
 JZ1581                          STATION RECOVERY (2003)
 JZ1581
 JZ1581'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1581'CROSSROAD IN 1947 DESCRIPTION IS WASHINGTON ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0934 ***********************************************************************
 ME0934  DESIGNATION -  H 256
 ME0934  PID         -  ME0934
 ME0934  STATE/COUNTY-  IN/LAKE
 ME0934  COUNTRY     -  US
 ME0934  USGS QUAD   -  HIGHLAND (2019)
 ME0934
 ME0934                         *CURRENT SURVEY CONTROL
 ME0934  ______________________________________________________________________
 ME0934* NAD 83(1986) POSITION- 41 30 42.     (N) 087 23 37.     (W)   SCALED
 ME0934* NAVD 88 ORTHO HEIGHT -   192.269 (meters)      630.80  (feet) ADJUSTED
 ME0934  ______________________________________________________________________
 ME0934  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 ME0934  DYNAMIC HEIGHT  -        192.195 (meters)      630.56  (feet) COMP
 ME0934  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 ME0934
 ME0934  VERT ORDER      -  SECOND    CLASS 0
 ME0934
 ME0934.The horizontal coordinates were scaled from a map and have
 ME0934.an estimated accuracy of +/- 6 seconds.
 ME0934
 ME0934.The orthometric height was determined by differential leveling and
 ME0934.adjusted by the NATIONAL GEODETIC SURVEY
 ME0934.in June 1991.
 ME0934
 ME0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0934.GEOID18 height accuracy estimate available here.
 ME0934
 ME0934.Click photographs - Photos may exist for this station.
 ME0934
 ME0934.The dynamic height is computed by dividing the NAVD 88
 ME0934.geopotential number by the normal gravity value computed on the
 ME0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0934.degrees latitude (g = 980.6199 gals.).
 ME0934
 ME0934.The modeled gravity was interpolated from observed gravity values.
 ME0934
 ME0934;                    North         East    Units  Estimated Accuracy
 ME0934;SPC IN W     -   695,430.      874,100.      MT  (+/- 180 meters Scaled)
 ME0934
 ME0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL671956(NAD 83)
 ME0934
 ME0934                          SUPERSEDED SURVEY CONTROL
 ME0934
 ME0934  NGVD 29 (??/??/92)  192.365  (m)          631.12   (f) ADJ UNCH    2 0
 ME0934
 ME0934.Superseded values are not recommended for survey control.
 ME0934
 ME0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0934.See file dsdata.pdf to determine how the superseded data were derived.
 ME0934
 ME0934_MARKER: DB = BENCH MARK DISK
 ME0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0934_STAMPING: H 256 1947
 ME0934_MARK LOGO: CGS
 ME0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0934+STABILITY: SURFACE MOTION
 ME0934
 ME0934  HISTORY     - Date     Condition        Report By
 ME0934  HISTORY     - 1947     MONUMENTED       CGS
 ME0934  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0934  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME0934
 ME0934                          STATION DESCRIPTION
 ME0934
 ME0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0934'1.8 MI SE FROM GRIFFITH.
 ME0934'ABOUT 1.0 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 ME0934'FROM THE STATION AT GRIFFITH, THENCE ABOUT 0.8 MILE EAST ALONG
 ME0934'A BLACK TOP ROAD, AT THE INTERSECTION OF THE GRAND TRUNK WESTERN
 ME0934'RAILROAD, 88 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 ME0934'64 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF A
 ME0934'14-INCH TRIANGULAR BLAZED OAK TREE, 17 FEET EAST OF THE CENTER
 ME0934'LINE OF A DIM ROAD LEADING NORTH, 2 FEET SOUTH OF A WHITE WOODEN
 ME0934'WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF
 ME0934'A CONCRETE POST PROJECTING 4 IN.
 ME0934
 ME0934                          STATION RECOVERY (1990)
 ME0934
 ME0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0934'MARK NOT FOUND.
 ME0934
 ME0934                          STATION RECOVERY (2021)
 ME0934
 ME0934'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (AR)
 ME0934'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1742 ***********************************************************************
 JZ1742  DESIGNATION -  H 257
 JZ1742  PID         -  JZ1742
 JZ1742  STATE/COUNTY-  IN/RUSH
 JZ1742  COUNTRY     -  US
 JZ1742  USGS QUAD   -  RUSHVILLE (2019)
 JZ1742
 JZ1742                         *CURRENT SURVEY CONTROL
 JZ1742  ______________________________________________________________________
 JZ1742* NAD 83(1986) POSITION- 39 34 43.     (N) 085 27 40.     (W)   SCALED
 JZ1742* NAVD 88 ORTHO HEIGHT -   290.275 (meters)      952.34  (feet) ADJUSTED
 JZ1742  ______________________________________________________________________
 JZ1742  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 JZ1742  DYNAMIC HEIGHT  -        290.100 (meters)      951.77  (feet) COMP
 JZ1742  MODELED GRAVITY -    980,017.9   (mgal)                       NAVD 88
 JZ1742
 JZ1742  VERT ORDER      -  SECOND    CLASS 0
 JZ1742
 JZ1742.The horizontal coordinates were scaled from a map and have
 JZ1742.an estimated accuracy of +/- 6 seconds.
 JZ1742
 JZ1742.The orthometric height was determined by differential leveling and
 JZ1742.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1742.in June 1991.
 JZ1742
 JZ1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1742.GEOID18 height accuracy estimate available here.
 JZ1742
 JZ1742.Click photographs - Photos may exist for this station.
 JZ1742
 JZ1742.The dynamic height is computed by dividing the NAVD 88
 JZ1742.geopotential number by the normal gravity value computed on the
 JZ1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1742.degrees latitude (g = 980.6199 gals.).
 JZ1742
 JZ1742.The modeled gravity was interpolated from observed gravity values.
 JZ1742
 JZ1742;                    North         East    Units  Estimated Accuracy
 JZ1742;SPC IN E     -   480,750.      117,660.      MT  (+/- 180 meters Scaled)
 JZ1742
 JZ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321821(NAD 83)
 JZ1742
 JZ1742                          SUPERSEDED SURVEY CONTROL
 JZ1742
 JZ1742  NGVD 29 (??/??/92)  290.404  (m)          952.77   (f) ADJ UNCH    2 0
 JZ1742
 JZ1742.Superseded values are not recommended for survey control.
 JZ1742
 JZ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1742.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1742
 JZ1742_MARKER: DB = BENCH MARK DISK
 JZ1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1742_SP_SET: BOX CULVERT HEADWALL
 JZ1742_STAMPING: H 257 1947
 JZ1742_MARK LOGO: CGS
 JZ1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1742+STABILITY: SURFACE MOTION
 JZ1742
 JZ1742  HISTORY     - Date     Condition        Report By
 JZ1742  HISTORY     - 1947     MONUMENTED       CGS
 JZ1742
 JZ1742                          STATION DESCRIPTION
 JZ1742
 JZ1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1742'2.4 MI S FROM RUSHVILLE.
 JZ1742'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1742'AT RUSHVILLE, ABOUT 150 YARDS SOUTHWEST AND ACROSS THE HIGHWAY
 JZ1742'FROM A LARGE WHITE FARM HOUSE AND ON A CURVE WITH TANGENTS
 JZ1742'EXTENDING NORTHEAST AND SOUTH, SET IN THE TOP OF THE NORTHEAST
 JZ1742'END OF THE NORTHWEST CONCRETE HEAD WALL OF A 4-FOOT CONCRETE
 JZ1742'BOX CULVERT, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1742'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1.5
 JZ1742'FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1942 ***********************************************************************
 JZ1942  DESIGNATION -  H 258
 JZ1942  PID         -  JZ1942
 JZ1942  STATE/COUNTY-  IN/DECATUR
 JZ1942  COUNTRY     -  US
 JZ1942  USGS QUAD   -  MILROY (2019)
 JZ1942
 JZ1942                         *CURRENT SURVEY CONTROL
 JZ1942  ______________________________________________________________________
 JZ1942* NAD 83(1986) POSITION- 39 25 48.     (N) 085 25 44.     (W)   SCALED
 JZ1942* NAVD 88 ORTHO HEIGHT -   297.701 (meters)      976.71  (feet) ADJUSTED
 JZ1942  ______________________________________________________________________
 JZ1942  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ1942  DYNAMIC HEIGHT  -        297.517 (meters)      976.10  (feet) COMP
 JZ1942  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JZ1942
 JZ1942  VERT ORDER      -  SECOND    CLASS 0
 JZ1942
 JZ1942.The horizontal coordinates were scaled from a map and have
 JZ1942.an estimated accuracy of +/- 6 seconds.
 JZ1942
 JZ1942.The orthometric height was determined by differential leveling and
 JZ1942.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1942.in June 1991.
 JZ1942
 JZ1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1942.GEOID18 height accuracy estimate available here.
 JZ1942
 JZ1942.Click photographs - Photos may exist for this station.
 JZ1942
 JZ1942.The dynamic height is computed by dividing the NAVD 88
 JZ1942.geopotential number by the normal gravity value computed on the
 JZ1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1942.degrees latitude (g = 980.6199 gals.).
 JZ1942
 JZ1942.The modeled gravity was interpolated from observed gravity values.
 JZ1942
 JZ1942;                    North         East    Units  Estimated Accuracy
 JZ1942;SPC IN E     -   464,260.      120,470.      MT  (+/- 180 meters Scaled)
 JZ1942
 JZ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352656(NAD 83)
 JZ1942
 JZ1942                          SUPERSEDED SURVEY CONTROL
 JZ1942
 JZ1942  NGVD 29 (??/??/92)  297.833  (m)          977.14   (f) ADJ UNCH    2 0
 JZ1942
 JZ1942.Superseded values are not recommended for survey control.
 JZ1942
 JZ1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1942.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1942
 JZ1942_MARKER: DB = BENCH MARK DISK
 JZ1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1942_STAMPING: H 258 1947
 JZ1942_MARK LOGO: CGS
 JZ1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1942+STABILITY: SURFACE MOTION
 JZ1942
 JZ1942  HISTORY     - Date     Condition        Report By
 JZ1942  HISTORY     - 1947     MONUMENTED       CGS
 JZ1942
 JZ1942                          STATION DESCRIPTION
 JZ1942
 JZ1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1942'3.1 MI E FROM SANDUSKY.
 JZ1942'ABOUT 3.1 MILES EAST ALONG A BLACK TOP ROAD LEADING TO SPRINGHILL
 JZ1942'FROM THE SCHOOL AT SANDUSKY, ABOUT 1.45 MILE WEST ALONG THE ROAD
 JZ1942'FROM THE PRESBYTERIAN CHURCH AT SPRINGHILL, ABOUT 0.5 MILE EAST
 JZ1942'OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 170 FEET
 JZ1942'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK HOUSE, 54 FEET
 JZ1942'EAST OF A SIGN CATTLE CROSSING, 17 FEET NORTH OF THE CENTER LINE
 JZ1942'OF THE ROAD, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A
 JZ1942'WHITE WOODEN WITNESS POST, ABOUT 1/2-FOOT BELOW THE ROAD AND SET
 JZ1942'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1976 ***********************************************************************
 JZ1976  DESIGNATION -  H 259
 JZ1976  PID         -  JZ1976
 JZ1976  STATE/COUNTY-  IN/DECATUR
 JZ1976  COUNTRY     -  US
 JZ1976  USGS QUAD   -  CLARKSBURG (2019)
 JZ1976
 JZ1976                         *CURRENT SURVEY CONTROL
 JZ1976  ______________________________________________________________________
 JZ1976* NAD 83(1986) POSITION- 39 23 28.0    (N) 085 20 27.2    (W)   HD_HELD2
 JZ1976* NAVD 88 ORTHO HEIGHT -   305.060 (meters)     1000.85  (feet) ADJUSTED
 JZ1976  ______________________________________________________________________
 JZ1976  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ1976  DYNAMIC HEIGHT  -        304.871 (meters)     1000.23  (feet) COMP
 JZ1976  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 JZ1976
 JZ1976  VERT ORDER      -  SECOND    CLASS 0
 JZ1976
 JZ1976.The horizontal coordinates were established by autonomous hand held GPS
 JZ1976.observations and have an estimated accuracy of +/- 10 meters.
 JZ1976
 JZ1976.The orthometric height was determined by differential leveling and
 JZ1976.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1976.in June 1991.
 JZ1976
 JZ1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1976.GEOID18 height accuracy estimate available here.
 JZ1976
 JZ1976.Click photographs - Photos may exist for this station.
 JZ1976
 JZ1976.The dynamic height is computed by dividing the NAVD 88
 JZ1976.geopotential number by the normal gravity value computed on the
 JZ1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1976.degrees latitude (g = 980.6199 gals.).
 JZ1976
 JZ1976.The modeled gravity was interpolated from observed gravity values.
 JZ1976
 JZ1976;                    North         East    Units  Estimated Accuracy
 JZ1976;SPC IN E     -   459,966.      128,064.      MT  (+/- 10 meters HH2 GPS)
 JZ1976
 JZ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4287461493(NAD 83)
 JZ1976
 JZ1976                          SUPERSEDED SURVEY CONTROL
 JZ1976
 JZ1976  NGVD 29 (??/??/92)  305.192  (m)         1001.28   (f) ADJ UNCH    2 0
 JZ1976
 JZ1976.Superseded values are not recommended for survey control.
 JZ1976
 JZ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1976.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1976
 JZ1976_MARKER: DB = BENCH MARK DISK
 JZ1976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1976_SP_SET: CULVERT HEADWALL
 JZ1976_STAMPING: H 259 1947
 JZ1976_MARK LOGO: CGS
 JZ1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1976+STABILITY: SURFACE MOTION
 JZ1976
 JZ1976  HISTORY     - Date     Condition        Report By
 JZ1976  HISTORY     - 1947     MONUMENTED       CGS
 JZ1976
 JZ1976                          STATION DESCRIPTION
 JZ1976
 JZ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1976'3.4 MI S FROM CLARKSBURG.
 JZ1976'ABOUT 3.35 MILES SOUTH ALONG THE ST. MAURICE ROAD FROM THE
 JZ1976'CROSSROADS AT CLARKSBURG, ABOUT 1.95 MILES NORTH OF THE GENERAL
 JZ1976'STORE AT ST. MAURICE, ABOUT 0.7 MILE NORTH OF THE INTERSECTION
 JZ1976'OF AN EAST-WEST GRAVEL ROAD, SET IN THE TOP OF THE SOUTH END OF
 JZ1976'THE EAST HEAD WALL OF A 10-FOOT CORRUGATED STEEL ARCH PIPE
 JZ1976'CULVERT, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JZ1976'NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT 2 FEET ABOVE
 JZ1976'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0074 ***********************************************************************
 LB0074  DESIGNATION -  H 26
 LB0074  PID         -  LB0074
 LB0074  STATE/COUNTY-  IN/CASS
 LB0074  COUNTRY     -  US
 LB0074  USGS QUAD   -  ONWARD (2019)
 LB0074
 LB0074                         *CURRENT SURVEY CONTROL
 LB0074  ______________________________________________________________________
 LB0074* NAD 83(1986) POSITION- 40 39 30.     (N) 086 14 23.     (W)   SCALED
 LB0074* NAVD 88 ORTHO HEIGHT -   237.319 (meters)      778.60  (feet) ADJUSTED
 LB0074  ______________________________________________________________________
 LB0074  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 LB0074  DYNAMIC HEIGHT  -        237.202 (meters)      778.22  (feet) COMP
 LB0074  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 LB0074
 LB0074  VERT ORDER      -  SECOND    CLASS 0
 LB0074
 LB0074.The horizontal coordinates were scaled from a map and have
 LB0074.an estimated accuracy of +/- 6 seconds.
 LB0074
 LB0074.The orthometric height was determined by differential leveling and
 LB0074.adjusted by the NATIONAL GEODETIC SURVEY
 LB0074.in June 1991.
 LB0074
 LB0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0074.GEOID18 height accuracy estimate available here.
 LB0074
 LB0074.Click photographs - Photos may exist for this station.
 LB0074
 LB0074.The dynamic height is computed by dividing the NAVD 88
 LB0074.geopotential number by the normal gravity value computed on the
 LB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0074.degrees latitude (g = 980.6199 gals.).
 LB0074
 LB0074.The modeled gravity was interpolated from observed gravity values.
 LB0074
 LB0074;                    North         East    Units  Estimated Accuracy
 LB0074;SPC IN E     -   600,780.       51,540.      MT  (+/- 180 meters Scaled)
 LB0074
 LB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL642011(NAD 83)
 LB0074
 LB0074                          SUPERSEDED SURVEY CONTROL
 LB0074
 LB0074  NGVD 29 (??/??/92)  237.434  (m)          778.98   (f) ADJ UNCH    2 0
 LB0074
 LB0074.Superseded values are not recommended for survey control.
 LB0074
 LB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0074.See file dsdata.pdf to determine how the superseded data were derived.
 LB0074
 LB0074_MARKER: DB = BENCH MARK DISK
 LB0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0074_STAMPING: H 26 1934
 LB0074_MARK LOGO: CGS
 LB0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0074+STABILITY: SURFACE MOTION
 LB0074
 LB0074  HISTORY     - Date     Condition        Report By
 LB0074  HISTORY     - 1934     MONUMENTED       CGS
 LB0074  HISTORY     - 1938     GOOD             CGS
 LB0074
 LB0074                          STATION DESCRIPTION
 LB0074
 LB0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0074'AT WALTON.
 LB0074'AT WALTON, CASS COUNTY, ON THE CHICAGO-CINCINNATI LINE OF THE
 LB0074'PENNSYLVANIA RAILROAD, 14 RAILS SOUTHEAST OF THE STATION, 10
 LB0074'RAILS SOUTHEAST OF MILEPOST C 172, 2 RAILS SOUTHEAST OF A
 LB0074'TAR-ROAD CROSSING, BETWEEN THE MAIN TRACK AND A SIDETRACK, 2
 LB0074'YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND
 LB0074'LEVEL WITH THE BASE OF THE RAILS.  A STANDARD DISK, STAMPED
 LB0074'H 26 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LB0074'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1963 ***********************************************************************
 JZ1963  DESIGNATION -  H 260
 JZ1963  PID         -  JZ1963
 JZ1963  STATE/COUNTY-  IN/FRANKLIN
 JZ1963  COUNTRY     -  US
 JZ1963  USGS QUAD   -  CLARKSBURG (2019)
 JZ1963
 JZ1963                         *CURRENT SURVEY CONTROL
 JZ1963  ______________________________________________________________________
 JZ1963* NAD 83(1986) POSITION- 39 24 54.     (N) 085 16 19.     (W)   SCALED
 JZ1963* NAVD 88 ORTHO HEIGHT -   302.730 (meters)      993.21  (feet) ADJUSTED
 JZ1963  ______________________________________________________________________
 JZ1963  GEOID HEIGHT    -        -34.108 (meters)                     GEOID18
 JZ1963  DYNAMIC HEIGHT  -        302.545 (meters)      992.60  (feet) COMP
 JZ1963  MODELED GRAVITY -    980,005.8   (mgal)                       NAVD 88
 JZ1963
 JZ1963  VERT ORDER      -  SECOND    CLASS 0
 JZ1963
 JZ1963.The horizontal coordinates were scaled from a map and have
 JZ1963.an estimated accuracy of +/- 6 seconds.
 JZ1963
 JZ1963.The orthometric height was determined by differential leveling and
 JZ1963.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1963.in June 1991.
 JZ1963
 JZ1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1963.GEOID18 height accuracy estimate available here.
 JZ1963
 JZ1963.Click photographs - Photos may exist for this station.
 JZ1963
 JZ1963.The dynamic height is computed by dividing the NAVD 88
 JZ1963.geopotential number by the normal gravity value computed on the
 JZ1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1963.degrees latitude (g = 980.6199 gals.).
 JZ1963
 JZ1963.The modeled gravity was interpolated from observed gravity values.
 JZ1963
 JZ1963;                    North         East    Units  Estimated Accuracy
 JZ1963;SPC IN E     -   462,640.      133,990.      MT  (+/- 180 meters Scaled)
 JZ1963
 JZ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ487642(NAD 83)
 JZ1963
 JZ1963                          SUPERSEDED SURVEY CONTROL
 JZ1963
 JZ1963  NGVD 29 (??/??/92)  302.872  (m)          993.67   (f) ADJ UNCH    2 0
 JZ1963
 JZ1963.Superseded values are not recommended for survey control.
 JZ1963
 JZ1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1963.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1963
 JZ1963_MARKER: DB = BENCH MARK DISK
 JZ1963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1963_SP_SET: CULVERT HEADWALL
 JZ1963_STAMPING: H 260 1947
 JZ1963_MARK LOGO: CGS
 JZ1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1963+STABILITY: SURFACE MOTION
 JZ1963
 JZ1963  HISTORY     - Date     Condition        Report By
 JZ1963  HISTORY     - 1947     MONUMENTED       CGS
 JZ1963
 JZ1963                          STATION DESCRIPTION
 JZ1963
 JZ1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1963'1.8 MI S FROM BUENA VISTA.
 JZ1963'ABOUT 1.75 MILES SOUTH ALONG THE HAMBURG ROAD FROM THE CROSSROADS
 JZ1963'AT BUENA VISTA, AT THE NORTH END OF A CURVE WITH TANGENTS NORTH
 JZ1963'AND SOUTHEAST, ACROSS ROAD FROM A FENCE CORNER AND THE EAST END
 JZ1963'OF A ROW OF HEDGE TREES IN THE WEST RIGHT-OF-WAY FENCE, SET IN
 JZ1963'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A 5-FOOT
 JZ1963'CONCRETE CULVERT, 11.5 FEET EAST OF AND ABOUT 1.5 FEET ABOVE
 JZ1963'THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2007 ***********************************************************************
 JZ2007  DESIGNATION -  H 261
 JZ2007  PID         -  JZ2007
 JZ2007  STATE/COUNTY-  IN/FRANKLIN
 JZ2007  COUNTRY     -  US
 JZ2007  USGS QUAD   -  METAMORA (2019)
 JZ2007
 JZ2007                         *CURRENT SURVEY CONTROL
 JZ2007  ______________________________________________________________________
 JZ2007* NAD 83(1986) POSITION- 39 29 07.     (N) 085 11 47.     (W)   SCALED
 JZ2007* NAVD 88 ORTHO HEIGHT -   225.069 (meters)      738.41  (feet) ADJUSTED
 JZ2007  ______________________________________________________________________
 JZ2007  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ2007  DYNAMIC HEIGHT  -        224.931 (meters)      737.96  (feet) COMP
 JZ2007  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JZ2007
 JZ2007  VERT ORDER      -  SECOND    CLASS 0
 JZ2007
 JZ2007.The horizontal coordinates were scaled from a map and have
 JZ2007.an estimated accuracy of +/- 6 seconds.
 JZ2007
 JZ2007.The orthometric height was determined by differential leveling and
 JZ2007.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2007.in June 1991.
 JZ2007
 JZ2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2007.GEOID18 height accuracy estimate available here.
 JZ2007
 JZ2007.Click photographs - Photos may exist for this station.
 JZ2007
 JZ2007.The dynamic height is computed by dividing the NAVD 88
 JZ2007.geopotential number by the normal gravity value computed on the
 JZ2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2007.degrees latitude (g = 980.6199 gals.).
 JZ2007
 JZ2007.The modeled gravity was interpolated from observed gravity values.
 JZ2007
 JZ2007;                    North         East    Units  Estimated Accuracy
 JZ2007;SPC IN E     -   470,480.      140,460.      MT  (+/- 180 meters Scaled)
 JZ2007
 JZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ551721(NAD 83)
 JZ2007
 JZ2007                          SUPERSEDED SURVEY CONTROL
 JZ2007
 JZ2007  NGVD 29 (??/??/92)  225.217  (m)          738.90   (f) ADJ UNCH    2 0
 JZ2007
 JZ2007.Superseded values are not recommended for survey control.
 JZ2007
 JZ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2007.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2007
 JZ2007_MARKER: DB = BENCH MARK DISK
 JZ2007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2007_SP_SET: BOX CULVERT HEADWALL
 JZ2007_STAMPING: H 261 1947
 JZ2007_MARK LOGO: CGS
 JZ2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2007+STABILITY: SURFACE MOTION
 JZ2007
 JZ2007  HISTORY     - Date     Condition        Report By
 JZ2007  HISTORY     - 1947     MONUMENTED       CGS
 JZ2007
 JZ2007                          STATION DESCRIPTION
 JZ2007
 JZ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2007'1.8 MI S FROM LAUREL.
 JZ2007'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ2007'CROSSROADS AT LAUREL, ABOUT 170 FEET NORTH OF WILLIAM SISTERS
 JZ2007'FARM HOUSE, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 JZ2007'WALL OF A 3-FOOT CONCRETE BOX CULVERT, 122 FEET NORTH OF THE
 JZ2007'CENTER LINE OF THE DRIVE INTO THE BARN YARD, 16 FEET EAST OF THE
 JZ2007'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH END OF
 JZ2007'THE HEAD WALL AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2046 ***********************************************************************
 JZ2046  DESIGNATION -  H 262
 JZ2046  PID         -  JZ2046
 JZ2046  STATE/COUNTY-  IN/FRANKLIN
 JZ2046  COUNTRY     -  US
 JZ2046  USGS QUAD   -  BROOKVILLE (2019)
 JZ2046
 JZ2046                         *CURRENT SURVEY CONTROL
 JZ2046  ______________________________________________________________________
 JZ2046* NAD 83(1986) POSITION- 39 27 01.     (N) 085 06 30.     (W)   SCALED
 JZ2046* NAVD 88 ORTHO HEIGHT -   203.537 (meters)      667.77  (feet) ADJUSTED
 JZ2046  ______________________________________________________________________
 JZ2046  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ2046  DYNAMIC HEIGHT  -        203.413 (meters)      667.36  (feet) COMP
 JZ2046  MODELED GRAVITY -    980,011.4   (mgal)                       NAVD 88
 JZ2046
 JZ2046  VERT ORDER      -  SECOND    CLASS 0
 JZ2046
 JZ2046.The horizontal coordinates were scaled from a map and have
 JZ2046.an estimated accuracy of +/- 6 seconds.
 JZ2046
 JZ2046.The orthometric height was determined by differential leveling and
 JZ2046.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2046.in June 1991.
 JZ2046
 JZ2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2046.GEOID18 height accuracy estimate available here.
 JZ2046
 JZ2046.Click photographs - Photos may exist for this station.
 JZ2046
 JZ2046.The dynamic height is computed by dividing the NAVD 88
 JZ2046.geopotential number by the normal gravity value computed on the
 JZ2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2046.degrees latitude (g = 980.6199 gals.).
 JZ2046
 JZ2046.The modeled gravity was interpolated from observed gravity values.
 JZ2046
 JZ2046;                    North         East    Units  Estimated Accuracy
 JZ2046;SPC IN E     -   466,630.      148,060.      MT  (+/- 180 meters Scaled)
 JZ2046
 JZ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ627684(NAD 83)
 JZ2046
 JZ2046                          SUPERSEDED SURVEY CONTROL
 JZ2046
 JZ2046  NGVD 29 (??/??/92)  203.703  (m)          668.32   (f) ADJ UNCH    2 0
 JZ2046
 JZ2046.Superseded values are not recommended for survey control.
 JZ2046
 JZ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2046.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2046
 JZ2046_MARKER: DB = BENCH MARK DISK
 JZ2046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2046_SP_SET: BRIDGE
 JZ2046_STAMPING: H 262 1947
 JZ2046_MARK LOGO: CGS
 JZ2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2046
 JZ2046  HISTORY     - Date     Condition        Report By
 JZ2046  HISTORY     - 1947     MONUMENTED       CGS
 JZ2046
 JZ2046                          STATION DESCRIPTION
 JZ2046
 JZ2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2046'1.9 MI SE FROM METAMORA.
 JZ2046'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2046'SCHOOL AT METAMORA, AT THE JUNCTION OF A DIM ROAD LEADING NORTH,
 JZ2046'SET IN THE TOP OF THE SOUTH WING WALL OF A 20-FOOT CONCRETE
 JZ2046'BRIDGE NO. 52-C-6.90, ABOUT 50 FEET WEST OF THE PROLONGED CENTER
 JZ2046'LINE OF THE GRAVEL ROAD NORTH, 15 FEET SOUTHWEST OF THE CENTER
 JZ2046'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1826 ***********************************************************************
 JZ1826  DESIGNATION -  H 264
 JZ1826  PID         -  JZ1826
 JZ1826  STATE/COUNTY-  IN/RIPLEY
 JZ1826  COUNTRY     -  US
 JZ1826  USGS QUAD   -  BATESVILLE (2019)
 JZ1826
 JZ1826                         *CURRENT SURVEY CONTROL
 JZ1826  ______________________________________________________________________
 JZ1826* NAD 83(1986) POSITION- 39 17 41.     (N) 085 11 50.     (W)   SCALED
 JZ1826* NAVD 88 ORTHO HEIGHT -   306.543 (meters)     1005.72  (feet) ADJUSTED
 JZ1826  ______________________________________________________________________
 JZ1826  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1826  DYNAMIC HEIGHT  -        306.350 (meters)     1005.08  (feet) COMP
 JZ1826  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 JZ1826
 JZ1826  VERT ORDER      -  FIRST     CLASS II
 JZ1826
 JZ1826.The horizontal coordinates were scaled from a map and have
 JZ1826.an estimated accuracy of +/- 6 seconds.
 JZ1826
 JZ1826.The orthometric height was determined by differential leveling and
 JZ1826.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1826.in June 1991.
 JZ1826
 JZ1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1826.GEOID18 height accuracy estimate available here.
 JZ1826
 JZ1826.Click photographs - Photos may exist for this station.
 JZ1826
 JZ1826.The dynamic height is computed by dividing the NAVD 88
 JZ1826.geopotential number by the normal gravity value computed on the
 JZ1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1826.degrees latitude (g = 980.6199 gals.).
 JZ1826
 JZ1826.The modeled gravity was interpolated from observed gravity values.
 JZ1826
 JZ1826;                    North         East    Units  Estimated Accuracy
 JZ1826;SPC IN E     -   449,320.      140,500.      MT  (+/- 180 meters Scaled)
 JZ1826
 JZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ554510(NAD 83)
 JZ1826
 JZ1826                          SUPERSEDED SURVEY CONTROL
 JZ1826
 JZ1826  NGVD 29 (??/??/92)  306.686  (m)         1006.19   (f) ADJ UNCH    1 2
 JZ1826
 JZ1826.Superseded values are not recommended for survey control.
 JZ1826
 JZ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1826.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1826
 JZ1826_MARKER: DB = BENCH MARK DISK
 JZ1826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1826_SP_SET: BUILDING
 JZ1826_STAMPING: H 264 1947
 JZ1826_MARK LOGO: CGS
 JZ1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1826+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2003
 JZ1826
 JZ1826  HISTORY     - Date     Condition        Report By
 JZ1826  HISTORY     - 1947     MONUMENTED       CGS
 JZ1826  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1826  HISTORY     - 20030720 GOOD             SURVFI
 JZ1826
 JZ1826                          STATION DESCRIPTION
 JZ1826
 JZ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1826'1.5 MI NE FROM BATESVILLE.
 JZ1826'ABOUT 1.5 MILES NORTHEAST OF BATESVILLE, AT THE BATESVILLE
 JZ1826'AIRPORT, SET VERTICALLY IN THE WEST FACE AT THE NORTHWEST CORNER
 JZ1826'OF A RED BRICK RESIDENCE AND AIRPORT OFFICE BUILDING, 0.5 FOOT
 JZ1826'SOUTH OF THE NORTHWEST CORNER AND ABOUT 2 FEET ABOVE THE GROUND.
 JZ1826
 JZ1826                          STATION RECOVERY (1986)
 JZ1826
 JZ1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1826'THE AIRPORT IS NOW A CULTIVATED FIELD.
 JZ1826
 JZ1826                          STATION RECOVERY (2003)
 JZ1826
 JZ1826'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ1826'DISK HAS BEEN PAINTED OVER WITH WHITE PAINT AND IS HARD TO FIND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2137 ***********************************************************************
 JZ2137  DESIGNATION -  H 266
 JZ2137  PID         -  JZ2137
 JZ2137  STATE/COUNTY-  IN/DECATUR
 JZ2137  COUNTRY     -  US
 JZ2137  USGS QUAD   -  ADAMS (2019)
 JZ2137
 JZ2137                         *CURRENT SURVEY CONTROL
 JZ2137  ______________________________________________________________________
 JZ2137* NAD 83(1986) POSITION- 39 24 58.     (N) 085 36 44.     (W)   SCALED
 JZ2137* NAVD 88 ORTHO HEIGHT -   260.871 (meters)      855.87  (feet) ADJUSTED
 JZ2137  ______________________________________________________________________
 JZ2137  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ2137  DYNAMIC HEIGHT  -        260.712 (meters)      855.35  (feet) COMP
 JZ2137  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 JZ2137
 JZ2137  VERT ORDER      -  FIRST     CLASS II
 JZ2137
 JZ2137.The horizontal coordinates were scaled from a map and have
 JZ2137.an estimated accuracy of +/- 6 seconds.
 JZ2137
 JZ2137.The orthometric height was determined by differential leveling and
 JZ2137.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2137.in June 1991.
 JZ2137
 JZ2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2137.GEOID18 height accuracy estimate available here.
 JZ2137
 JZ2137.Click photographs - Photos may exist for this station.
 JZ2137
 JZ2137.The dynamic height is computed by dividing the NAVD 88
 JZ2137.geopotential number by the normal gravity value computed on the
 JZ2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2137.degrees latitude (g = 980.6199 gals.).
 JZ2137
 JZ2137.The modeled gravity was interpolated from observed gravity values.
 JZ2137
 JZ2137;                    North         East    Units  Estimated Accuracy
 JZ2137;SPC IN E     -   462,690.      104,690.      MT  (+/- 180 meters Scaled)
 JZ2137
 JZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ194638(NAD 83)
 JZ2137
 JZ2137                          SUPERSEDED SURVEY CONTROL
 JZ2137
 JZ2137  NGVD 29 (??/??/92)  260.989  (m)          856.26   (f) ADJ UNCH    1 2
 JZ2137
 JZ2137.Superseded values are not recommended for survey control.
 JZ2137
 JZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2137.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2137
 JZ2137_MARKER: DB = BENCH MARK DISK
 JZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2137_STAMPING: H 266 1947
 JZ2137_MARK LOGO: CGS
 JZ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2137+STABILITY: SURFACE MOTION
 JZ2137
 JZ2137  HISTORY     - Date     Condition        Report By
 JZ2137  HISTORY     - 1947     MONUMENTED       CGS
 JZ2137  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2137
 JZ2137                          STATION DESCRIPTION
 JZ2137
 JZ2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2137'1.3 MI SE FROM ST PAUL.
 JZ2137'ABOUT 1.3 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2137'FROM THE STATION AT ST. PAUL, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 JZ2137'AT MILEAGE POLE NO. 71/18, 67 FEET NORTHEAST OF THE NORTHEAST
 JZ2137'RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 6
 JZ2137'FEET SOUTHEAST OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 JZ2137'8 FEET SOUTHWEST OF A DIM ROAD PARALELLING THE TRACK, 1.5 FEET
 JZ2137'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 12 FEET BELOW
 JZ2137'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ2137'INCHES.
 JZ2137
 JZ2137                          STATION RECOVERY (1986)
 JZ2137
 JZ2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2227 ***********************************************************************
 JZ2227  DESIGNATION -  H 268
 JZ2227  PID         -  JZ2227
 JZ2227  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2227  COUNTRY     -  US
 JZ2227  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2227
 JZ2227                         *CURRENT SURVEY CONTROL
 JZ2227  ______________________________________________________________________
 JZ2227* NAD 83(1986) POSITION- 39 13 28.     (N) 085 48 36.     (W)   SCALED
 JZ2227* NAVD 88 ORTHO HEIGHT -   202.042 (meters)      662.87  (feet) ADJUSTED
 JZ2227  ______________________________________________________________________
 JZ2227  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 JZ2227  DYNAMIC HEIGHT  -        201.918 (meters)      662.46  (feet) COMP
 JZ2227  MODELED GRAVITY -    980,006.8   (mgal)                       NAVD 88
 JZ2227
 JZ2227  VERT ORDER      -  SECOND    CLASS 0
 JZ2227
 JZ2227.The horizontal coordinates were scaled from a map and have
 JZ2227.an estimated accuracy of +/- 6 seconds.
 JZ2227
 JZ2227.The orthometric height was determined by differential leveling and
 JZ2227.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2227.in June 1991.
 JZ2227
 JZ2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2227.GEOID18 height accuracy estimate available here.
 JZ2227
 JZ2227.Click photographs - Photos may exist for this station.
 JZ2227
 JZ2227.The dynamic height is computed by dividing the NAVD 88
 JZ2227.geopotential number by the normal gravity value computed on the
 JZ2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2227.degrees latitude (g = 980.6199 gals.).
 JZ2227
 JZ2227.The modeled gravity was interpolated from observed gravity values.
 JZ2227
 JZ2227;                    North         East    Units  Estimated Accuracy
 JZ2227;SPC IN E     -   441,420.       87,620.      MT  (+/- 180 meters Scaled)
 JZ2227
 JZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ027423(NAD 83)
 JZ2227
 JZ2227                          SUPERSEDED SURVEY CONTROL
 JZ2227
 JZ2227  NGVD 29 (??/??/92)  202.165  (m)          663.27   (f) ADJ UNCH    2 0
 JZ2227
 JZ2227.Superseded values are not recommended for survey control.
 JZ2227
 JZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2227.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2227
 JZ2227_MARKER: DB = BENCH MARK DISK
 JZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2227_STAMPING: H 268 1947
 JZ2227_MARK LOGO: CGS
 JZ2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2227+STABILITY: SURFACE MOTION
 JZ2227
 JZ2227  HISTORY     - Date     Condition        Report By
 JZ2227  HISTORY     - 1947     MONUMENTED       CGS
 JZ2227
 JZ2227                          STATION DESCRIPTION
 JZ2227
 JZ2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2227'0.6 MI NE FROM PETERSVILLE.
 JZ2227'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2227'CROSSROADS AT PETERSVILLE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 JZ2227'WITH A FARM LANE LEADING NORTH, 30.5 FEET NORTH OF THE CENTER
 JZ2227'LINE OF THE HIGHWAY, 20.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2227'FARM LANE, 5.0 FEET WEST OF A T FENCE CORNER AT A NORTH-SOUTH
 JZ2227'SECTION LINE FENCE, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST
 JZ2227'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY LEVEL AND
 JZ2227'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0433 ***********************************************************************
 LB0433  DESIGNATION -  H 27
 LB0433  PID         -  LB0433
 LB0433  STATE/COUNTY-  IN/HOWARD
 LB0433  COUNTRY     -  US
 LB0433  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0433
 LB0433                         *CURRENT SURVEY CONTROL
 LB0433  ______________________________________________________________________
 LB0433* NAD 83(1986) POSITION- 40 24 49.     (N) 086 16 19.     (W)   SCALED
 LB0433* NAVD 88 ORTHO HEIGHT -   259.644 (meters)      851.85  (feet) ADJUSTED
 LB0433  ______________________________________________________________________
 LB0433  GEOID HEIGHT    -        -34.351 (meters)                     GEOID18
 LB0433  DYNAMIC HEIGHT  -        259.507 (meters)      851.40  (feet) COMP
 LB0433  MODELED GRAVITY -    980,091.8   (mgal)                       NAVD 88
 LB0433
 LB0433  VERT ORDER      -  SECOND    CLASS 0
 LB0433
 LB0433.The horizontal coordinates were scaled from a map and have
 LB0433.an estimated accuracy of +/- 6 seconds.
 LB0433
 LB0433.The orthometric height was determined by differential leveling and
 LB0433.adjusted by the NATIONAL GEODETIC SURVEY
 LB0433.in June 1991.
 LB0433
 LB0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0433.GEOID18 height accuracy estimate available here.
 LB0433
 LB0433.Click photographs - Photos may exist for this station.
 LB0433
 LB0433.The dynamic height is computed by dividing the NAVD 88
 LB0433.geopotential number by the normal gravity value computed on the
 LB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0433.degrees latitude (g = 980.6199 gals.).
 LB0433
 LB0433.The modeled gravity was interpolated from observed gravity values.
 LB0433
 LB0433;                    North         East    Units  Estimated Accuracy
 LB0433;SPC IN E     -   573,620.       48,630.      MT  (+/- 180 meters Scaled)
 LB0433
 LB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617739(NAD 83)
 LB0433
 LB0433                          SUPERSEDED SURVEY CONTROL
 LB0433
 LB0433  NGVD 29 (??/??/92)  259.752  (m)          852.20   (f) ADJ UNCH    2 0
 LB0433
 LB0433.Superseded values are not recommended for survey control.
 LB0433
 LB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0433.See file dsdata.pdf to determine how the superseded data were derived.
 LB0433
 LB0433_MARKER: DB = BENCH MARK DISK
 LB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0433_STAMPING: H 27 1934
 LB0433_MARK LOGO: CGS
 LB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0433+STABILITY: SURFACE MOTION
 LB0433
 LB0433  HISTORY     - Date     Condition        Report By
 LB0433  HISTORY     - 1934     MONUMENTED       CGS
 LB0433  HISTORY     - 1946     POOR             CGS
 LB0433
 LB0433                          STATION DESCRIPTION
 LB0433
 LB0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0433'AT RUSSIAVILLE.
 LB0433'AT RUSSIAVILLE, HOWARD COUNTY, 47 YARDS SOUTHWEST OF THE SOUTHWEST
 LB0433'END OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 10
 LB0433'YARDS SOUTHWEST OF STATION 10055, 40 YARDS NORTHEAST OF THE
 LB0433'SELLARS GRAIN CO. PROPERTY, AND 5-1/2 YARDS NORTHWEST OF THE
 LB0433'NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 27
 LB0433'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 LB0433'ABOVE GROUND.  NOTE-- THE TOP OF THE POST HAS BEEN CHIPPED SO
 LB0433'THAT THE EDGE OF THE DISK IS EXPOSED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI0805 ***********************************************************************
 AI0805  DESIGNATION -  H 270 RESET
 AI0805  PID         -  AI0805
 AI0805  STATE/COUNTY-  IN/BARTHOLOMEW
 AI0805  COUNTRY     -  US
 AI0805  USGS QUAD   -  GRAMMER (2019)
 AI0805
 AI0805                         *CURRENT SURVEY CONTROL
 AI0805  ______________________________________________________________________
 AI0805* NAD 83(1986) POSITION- 39 09 01.     (N) 085 43 27.     (W)   SCALED
 AI0805* NAVD 88 ORTHO HEIGHT -   221.40  (meters)      726.4   (feet) RESET
 AI0805  ______________________________________________________________________
 AI0805  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 AI0805  VERT ORDER      -  THIRD
 AI0805
 AI0805.The horizontal coordinates were scaled from a map and have
 AI0805.an estimated accuracy of +/- 6 seconds.
 AI0805
 AI0805.The orthometric height was computed from unverified reset data.
 AI0805
 AI0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0805.GEOID18 height accuracy estimate available here.
 AI0805
 AI0805.Click photographs - Photos may exist for this station.
 AI0805
 AI0805;                    North         East    Units  Estimated Accuracy
 AI0805;SPC IN E     -   433,180.       95,030.      MT  (+/- 180 meters Scaled)
 AI0805
 AI0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102342(NAD 83)
 AI0805
 AI0805                          SUPERSEDED SURVEY CONTROL
 AI0805
 AI0805.No superseded survey control is available for this station.
 AI0805
 AI0805_MARKER: DV = VERTICAL CONTROL DISK
 AI0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0805_STAMPING: H 270 RESET 1998
 AI0805_MARK LOGO: NGS
 AI0805_PROJECTION: FLUSH
 AI0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0805+STABILITY: SURFACE MOTION
 AI0805
 AI0805  HISTORY     - Date     Condition        Report By
 AI0805  HISTORY     - 1998     MONUMENTED       LOCSUR
 AI0805
 AI0805                          STATION DESCRIPTION
 AI0805
 AI0805'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (TRF)
 AI0805'AT GRAMMER, IN THE SOUTHWEST CORNER OF THE OLD GRAMMER SCHOOL
 AI0805'PROPERTY, 108 FEET (32.9 M) SOUTH OF THE T INTERSECTION OF COUNTY
 AI0805'ROADS 1000 E AND 360 S, 37.8 FEET (11.5 M) EAST OF THE CENTERLINE OF
 AI0805'COUNTY ROAD 1000 E, 4 FEET (1.2 M) NORTHEAST OF A CARSONITE WITNESS
 AI0805'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2219 ***********************************************************************
 JZ2219  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2219  DESIGNATION -  H 271
 JZ2219  PID         -  JZ2219
 JZ2219  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2219  COUNTRY     -  US
 JZ2219  USGS QUAD   -  COLUMBUS (2019)
 JZ2219
 JZ2219                         *CURRENT SURVEY CONTROL
 JZ2219  ______________________________________________________________________
 JZ2219* NAD 83(2011) POSITION- 39 08 57.12398(N) 085 55 13.44518(W)   ADJUSTED
 JZ2219* NAD 83(2011) ELLIP HT-   152.580 (meters)        (06/27/12)   ADJUSTED
 JZ2219* NAD 83(2011) EPOCH   -  2010.00
 JZ2219* NAVD 88 ORTHO HEIGHT -   186.402 (meters)      611.55  (feet) ADJUSTED
 JZ2219  ______________________________________________________________________
 JZ2219  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 JZ2219  NAD 83(2011) X  -    352,368.059 (meters)                     COMP
 JZ2219  NAD 83(2011) Y  - -4,940,454.918 (meters)                     COMP
 JZ2219  NAD 83(2011) Z  -  4,005,272.291 (meters)                     COMP
 JZ2219  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 JZ2219  DYNAMIC HEIGHT  -        186.287 (meters)      611.18  (feet) COMP
 JZ2219  MODELED GRAVITY -    980,008.4   (mgal)                       NAVD 88
 JZ2219
 JZ2219  VERT ORDER      -  SECOND    CLASS 0
 JZ2219
 JZ2219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2219  Standards:
 JZ2219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2219  -------------------------------------------------------------------
 JZ2219  NETWORK    0.27   0.61           0.12   0.10   0.31      0.03206749
 JZ2219  -------------------------------------------------------------------
 JZ2219  Click here for local accuracies and other accuracy information.
 JZ2219
 JZ2219.The horizontal coordinates were established by GPS observations
 JZ2219.and adjusted by the National Geodetic Survey in June 2012.
 JZ2219
 JZ2219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2219.been affixed to the stable North American tectonic plate. See 
 JZ2219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2219
 JZ2219.The horizontal coordinates are valid at the epoch date displayed above
 JZ2219.which is a decimal equivalence of Year/Month/Day.
 JZ2219
 JZ2219.The orthometric height was determined by differential leveling and
 JZ2219.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2219.in June 1991.
 JZ2219
 JZ2219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2219.GEOID18 height accuracy estimate available here.
 JZ2219
 JZ2219.Click photographs - Photos may exist for this station.
 JZ2219
 JZ2219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2219
 JZ2219.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2219
 JZ2219.The ellipsoidal height was determined by GPS observations
 JZ2219.and is referenced to NAD 83.
 JZ2219
 JZ2219.The dynamic height is computed by dividing the NAVD 88
 JZ2219.geopotential number by the normal gravity value computed on the
 JZ2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2219.degrees latitude (g = 980.6199 gals.).
 JZ2219
 JZ2219.The modeled gravity was interpolated from observed gravity values.
 JZ2219
 JZ2219. The following values were computed from the NAD 83(2011) position.
 JZ2219
 JZ2219;                    North         East     Units Scale Factor Converg.
 JZ2219;SPC IN E     -   433,090.247    78,066.822   MT  0.99997259   -0 09 36.7
 JZ2219;SPC IN E     - 1,420,896.92    256,124.23   sFT  0.99997259   -0 09 36.7
 JZ2219;UTM  16      - 4,333,888.725   593,288.814   MT  0.99970716   +0 40 53.9
 JZ2219
 JZ2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2219!SPC IN E     -   0.99997606  x   0.99997259  =   0.99994865
 JZ2219!UTM  16      -   0.99997606  x   0.99970716  =   0.99968323
 JZ2219
 JZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9328833888(NAD 83)
 JZ2219
 JZ2219                          SUPERSEDED SURVEY CONTROL
 JZ2219
 JZ2219  NAD 83(2007)-  39 08 57.12407(N)    085 55 13.44609(W) AD(2002.00) 0
 JZ2219  ELLIP H (02/10/07)  152.603  (m)                       GP(2002.00)    
 JZ2219  NAD 83(1997)-  39 08 57.12423(N)    085 55 13.44599(W) AD(       ) B
 JZ2219  ELLIP H (04/10/98)  152.624  (m)                       GP(       ) 4 1
 JZ2219  NAVD 88             186.40   (m)          611.5    (f) LEVELING    3  
 JZ2219  NGVD 29 (??/??/92)  186.524  (m)          611.95   (f) ADJ UNCH    2 0
 JZ2219
 JZ2219.Superseded values are not recommended for survey control.
 JZ2219
 JZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2219.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2219
 JZ2219_MARKER: DB = BENCH MARK DISK
 JZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2219_STAMPING: H 271 1947
 JZ2219_MARK LOGO: CGS
 JZ2219_PROJECTION: FLUSH
 JZ2219_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2219+STABILITY: SURFACE MOTION
 JZ2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2219+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ2219
 JZ2219  HISTORY     - Date     Condition        Report By
 JZ2219  HISTORY     - 1947     MONUMENTED       CGS
 JZ2219  HISTORY     - 19970819 GOOD             SEC
 JZ2219  HISTORY     - 20010529 GOOD             WOOLPT
 JZ2219  HISTORY     - 20100316 GOOD             AEROME
 JZ2219  HISTORY     - 20100908 GOOD             INDIV
 JZ2219  HISTORY     - 20110706 GOOD             INDIV
 JZ2219  HISTORY     - 20120616 GOOD             WOOLPT
 JZ2219  HISTORY     - 20140213 GOOD             INDOT
 JZ2219  HISTORY     - 20160307 GOOD             INDOT
 JZ2219  HISTORY     - 20170315 GOOD             INDOT
 JZ2219
 JZ2219                          STATION DESCRIPTION
 JZ2219
 JZ2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2219'4.2 MI S FROM COLUMBUS.
 JZ2219'ABOUT 4.05 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 31 FROM THE
 JZ2219'COURT HOUSE AT COLUMBUS, THENCE ABOUT 0.1 MILE WEST ALONG A
 JZ2219'BLACK TOP ROAD, THENCE ABOUT 100 YARDS SOUTH ALONG A BLACK TOP
 JZ2219'ROAD RUNNING ALONG THE EAST SIDE OF THE COLUMBUS AIRPORT, AT
 JZ2219'THE NORTHEAST CORNER OF THE FIELD, ABOUT 53 YARDS SOUTH OF THE
 JZ2219'SOUTHEAST CORNER OF THE BETHEL BAPTIST CHURCH, 20 FEET WEST OF
 JZ2219'THE CENTER LINE OF THE BLACK TOP ROAD, 7 FEET SOUTH OF THE
 JZ2219'NORTHEAST FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, 2
 JZ2219'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2219'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2219
 JZ2219                          STATION RECOVERY (1997)
 JZ2219
 JZ2219'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2219'STATION IS ABOUT 5.3 KILOMETERS (3.30 MI) SOUTH OF COLUMBUS AND 1.6
 JZ2219'KILOMETERS (1.00 MI) NORTH OF WALESBORO.  OWNERSHIP--BETHEL BAPTIST
 JZ2219'CHURCH, 142 DEAVER ROAD, COLUMBUS IN 47201, PHONE 812-342-4005.  TO
 JZ2219'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 46 AND 11,
 JZ2219'SOUTHWEST OF COLUMBUS, TURN SOUTH FROM STATE ROAD 46 ON TO STATE ROAD
 JZ2219'11, ABOUT 5.3 KILOMETERS (3.30 MI) SOUTH TO DEAVER ROAD.  TURN WEST ON
 JZ2219'TO DEAVER ROAD, ABOUT 0.2 KILOMETERS (0.10 MI) WEST TO COUNTY ROAD 50
 JZ2219'WEST.  TURN SOUTH ON TO COUNTY ROAD 50 WEST, ABOUT 100 METERS (328.1
 JZ2219'FT) SOUTH TO ENTRANCE OF BETHEL BAPTIST CHURCH CEMETERY, WEST OF
 JZ2219'COUNTRY ROAD 50 WEST.  THE STATION IS SOUTHWEST OF THE INTERSECTION OF
 JZ2219'THE CEMETERY ENTRANCE AND COUNTY ROAD 50 WEST, 5.3 METERS (17.4 FT)
 JZ2219'WEST OF CENTER OF COUNTY ROAD 50 WEST, 13.8 METERS (45.3 FT) FROM
 JZ2219'NEAREST TELEPHONE POLE TO NORTHEAST, 8.6 METERS (28.2 FT)
 JZ2219'EAST-SOUTHEAST FROM SOUTHEAST CORNER OF WAGNER TOMBSTONE AND 8.2
 JZ2219'METERS (26.9 FT) NORTHEAST OF NORTHEAST CORNER OF SWEENY TOMBSTONE.
 JZ2219
 JZ2219                          STATION RECOVERY (2001)
 JZ2219
 JZ2219'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 JZ2219'RECOVERED AS DESCRIBED.
 JZ2219'
 JZ2219
 JZ2219                          STATION RECOVERY (2010)
 JZ2219
 JZ2219'RECOVERY NOTE BY AERO METRIC INC 2010
 JZ2219'RECOVERED IN GOOD CONDITION.
 JZ2219
 JZ2219                          STATION RECOVERY (2010)
 JZ2219
 JZ2219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (ABC)
 JZ2219'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 JZ2219
 JZ2219                          STATION RECOVERY (2011)
 JZ2219
 JZ2219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2219'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JZ2219
 JZ2219                          STATION RECOVERY (2012)
 JZ2219
 JZ2219'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 JZ2219'RECOVERED IN GOOD CONDITION.
 JZ2219
 JZ2219                          STATION RECOVERY (2014)
 JZ2219
 JZ2219'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JES)
 JZ2219'RECOVERED AS DESCRIBED.
 JZ2219
 JZ2219                          STATION RECOVERY (2016)
 JZ2219
 JZ2219'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DB)
 JZ2219'RECOVERED AS DESCRIBED.
 JZ2219
 JZ2219                          STATION RECOVERY (2017)
 JZ2219
 JZ2219'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 JZ2219'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1835 ***********************************************************************
 JZ1835  DESIGNATION -  H 272
 JZ1835  PID         -  JZ1835
 JZ1835  STATE/COUNTY-  IN/DECATUR
 JZ1835  COUNTRY     -  US
 JZ1835  USGS QUAD   -  NEW POINT (2019)
 JZ1835
 JZ1835                         *CURRENT SURVEY CONTROL
 JZ1835  ______________________________________________________________________
 JZ1835* NAD 83(1986) POSITION- 39 18 43.     (N) 085 20 51.     (W)   SCALED
 JZ1835* NAVD 88 ORTHO HEIGHT -   306.999 (meters)     1007.21  (feet) ADJUSTED
 JZ1835  ______________________________________________________________________
 JZ1835  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 JZ1835  DYNAMIC HEIGHT  -        306.807 (meters)     1006.58  (feet) COMP
 JZ1835  MODELED GRAVITY -    979,992.2   (mgal)                       NAVD 88
 JZ1835
 JZ1835  VERT ORDER      -  FIRST     CLASS II
 JZ1835
 JZ1835.The horizontal coordinates were scaled from a map and have
 JZ1835.an estimated accuracy of +/- 6 seconds.
 JZ1835
 JZ1835.The orthometric height was determined by differential leveling and
 JZ1835.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1835.in June 1991.
 JZ1835
 JZ1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1835.GEOID18 height accuracy estimate available here.
 JZ1835
 JZ1835.Click photographs - Photos may exist for this station.
 JZ1835
 JZ1835.The dynamic height is computed by dividing the NAVD 88
 JZ1835.geopotential number by the normal gravity value computed on the
 JZ1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1835.degrees latitude (g = 980.6199 gals.).
 JZ1835
 JZ1835.The modeled gravity was interpolated from observed gravity values.
 JZ1835
 JZ1835;                    North         East    Units  Estimated Accuracy
 JZ1835;SPC IN E     -   451,180.      127,530.      MT  (+/- 180 meters Scaled)
 JZ1835
 JZ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ424526(NAD 83)
 JZ1835
 JZ1835                          SUPERSEDED SURVEY CONTROL
 JZ1835
 JZ1835  NGVD 29 (??/??/92)  307.128  (m)         1007.64   (f) ADJ UNCH    1 2
 JZ1835
 JZ1835.Superseded values are not recommended for survey control.
 JZ1835
 JZ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1835.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1835
 JZ1835_MARKER: DB = BENCH MARK DISK
 JZ1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1835_STAMPING: H 272 1947
 JZ1835_MARK LOGO: CGS
 JZ1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1835+STABILITY: SURFACE MOTION
 JZ1835
 JZ1835  HISTORY     - Date     Condition        Report By
 JZ1835  HISTORY     - 1947     MONUMENTED       CGS
 JZ1835  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1835
 JZ1835                          STATION DESCRIPTION
 JZ1835
 JZ1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1835'1 MI NW FROM NEW POINT.
 JZ1835'ABOUT 1.0 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1835'FROM THE STATION AT NEW POINT, AT A BLACK TOP ROAD CROSSING,
 JZ1835'ABOUT 0.1 MILE SOUTHEAST OF MILE POST 55, 33.5 FEET NORTHEAST
 JZ1835'OF THE NORTHEAST RAIL, 63.5 FEET EAST OF THE CENTER LINE OF THE
 JZ1835'BLACK TOP ROAD, 57 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 JZ1835'HIGHWAY 46 WHICH PARALLELS THE TRACK, 9 FEET NORTHWEST OF POLE
 JZ1835'NO. 54/44, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1835'3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ1835'PROJECTING 5 INCHES.
 JZ1835
 JZ1835                          STATION RECOVERY (1986)
 JZ1835
 JZ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1835'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0545 ***********************************************************************
 JZ0545  DESIGNATION -  H 273
 JZ0545  PID         -  JZ0545
 JZ0545  STATE/COUNTY-  IN/DEARBORN
 JZ0545  COUNTRY     -  US
 JZ0545  USGS QUAD   -  GUILFORD (2019)
 JZ0545
 JZ0545                         *CURRENT SURVEY CONTROL
 JZ0545  ______________________________________________________________________
 JZ0545* NAD 83(1986) POSITION- 39 09 37.     (N) 084 53 49.     (W)   SCALED
 JZ0545* NAVD 88 ORTHO HEIGHT -   164.664 (meters)      540.24  (feet) ADJUSTED
 JZ0545  ______________________________________________________________________
 JZ0545  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ0545  DYNAMIC HEIGHT  -        164.563 (meters)      539.90  (feet) COMP
 JZ0545  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 JZ0545
 JZ0545  VERT ORDER      -  FIRST     CLASS II
 JZ0545
 JZ0545.The horizontal coordinates were scaled from a map and have
 JZ0545.an estimated accuracy of +/- 6 seconds.
 JZ0545
 JZ0545.The orthometric height was determined by differential leveling and
 JZ0545.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0545.in June 1991.
 JZ0545
 JZ0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0545.GEOID18 height accuracy estimate available here.
 JZ0545
 JZ0545.Click photographs - Photos may exist for this station.
 JZ0545
 JZ0545.The dynamic height is computed by dividing the NAVD 88
 JZ0545.geopotential number by the normal gravity value computed on the
 JZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0545.degrees latitude (g = 980.6199 gals.).
 JZ0545
 JZ0545.The modeled gravity was interpolated from observed gravity values.
 JZ0545
 JZ0545;                    North         East    Units  Estimated Accuracy
 JZ0545;SPC IN E     -   434,570.      166,530.      MT  (+/- 180 meters Scaled)
 JZ0545
 JZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ817366(NAD 83)
 JZ0545
 JZ0545                          SUPERSEDED SURVEY CONTROL
 JZ0545
 JZ0545  NGVD 29 (??/??/92)  164.87   (m)          540.9    (f) COMPUTED    1 2
 JZ0545
 JZ0545.Superseded values are not recommended for survey control.
 JZ0545
 JZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0545.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0545
 JZ0545_MARKER: DB = BENCH MARK DISK
 JZ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0545_STAMPING: H 273 1947
 JZ0545_MARK LOGO: CGS
 JZ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0545+STABILITY: SURFACE MOTION
 JZ0545
 JZ0545  HISTORY     - Date     Condition        Report By
 JZ0545  HISTORY     - 1947     MONUMENTED       CGS
 JZ0545  HISTORY     - 1966     MARK NOT FOUND   CGS
 JZ0545
 JZ0545                          STATION DESCRIPTION
 JZ0545
 JZ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0545'1 MI E FROM GUILFORD.
 JZ0545'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT GUILFORD,
 JZ0545'AT THE JUNCTION OF A SIDE ROAD LEADING NORTH, NEAR THE SOUTH
 JZ0545'CORNER OF A CULTIVATED FIELD, 23 FEET NORTHEAST OF THE CENTER
 JZ0545'LINE OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF THE
 JZ0545'ROAD NORTH, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1
 JZ0545'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ0545'PROJECTING 5 IN.
 JZ0545
 JZ0545                          STATION RECOVERY (1966)
 JZ0545
 JZ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0930 ***********************************************************************
 JZ0930  DESIGNATION -  H 274
 JZ0930  PID         -  JZ0930
 JZ0930  STATE/COUNTY-  IN/FRANKLIN
 JZ0930  COUNTRY     -  US
 JZ0930  USGS QUAD   -  HARRISON (2016)
 JZ0930
 JZ0930                         *CURRENT SURVEY CONTROL
 JZ0930  ______________________________________________________________________
 JZ0930* NAD 83(1986) POSITION- 39 18 45.67   (N) 084 52 08.97   (W)   HD_HELD1
 JZ0930* NAVD 88 ORTHO HEIGHT -   276.640 (meters)      907.61  (feet) ADJUSTED
 JZ0930  ______________________________________________________________________
 JZ0930  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 JZ0930  DYNAMIC HEIGHT  -        276.474 (meters)      907.07  (feet) COMP
 JZ0930  MODELED GRAVITY -    980,022.9   (mgal)                       NAVD 88
 JZ0930
 JZ0930  VERT ORDER      -  SECOND    CLASS 0
 JZ0930
 JZ0930.The horizontal coordinates were determined by differentially corrected
 JZ0930.hand held GPS observations or other comparable positioning techniques
 JZ0930.and have an estimated accuracy of +/- 3 meters.
 JZ0930
 JZ0930.The orthometric height was determined by differential leveling and
 JZ0930.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0930.in June 1991.
 JZ0930
 JZ0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0930.GEOID18 height accuracy estimate available here.
 JZ0930
 JZ0930.Click photographs - Photos may exist for this station.
 JZ0930
 JZ0930.The dynamic height is computed by dividing the NAVD 88
 JZ0930.geopotential number by the normal gravity value computed on the
 JZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0930.degrees latitude (g = 980.6199 gals.).
 JZ0930
 JZ0930.The modeled gravity was interpolated from observed gravity values.
 JZ0930
 JZ0930;                    North         East    Units  Estimated Accuracy
 JZ0930;SPC IN E     -   451,512.3     168,778.3     MT  (+/- 3 meters HH1 GPS) 
 JZ0930
 JZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8370653641(NAD 83)
 JZ0930
 JZ0930                          SUPERSEDED SURVEY CONTROL
 JZ0930
 JZ0930  NGVD 29 (??/??/92)  276.824  (m)          908.21   (f) ADJ UNCH    2 0
 JZ0930
 JZ0930.Superseded values are not recommended for survey control.
 JZ0930
 JZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0930.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0930
 JZ0930_MARKER: DB = BENCH MARK DISK
 JZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0930_STAMPING: H 274 1947
 JZ0930_MARK LOGO: CGS
 JZ0930_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0930+STABILITY: SURFACE MOTION
 JZ0930
 JZ0930  HISTORY     - Date     Condition        Report By
 JZ0930  HISTORY     - 1947     MONUMENTED       CGS
 JZ0930
 JZ0930                          STATION DESCRIPTION
 JZ0930
 JZ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0930'2.2 MI E FROM NEW TRENTON.
 JZ0930'0.15 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ0930'NEW TRENTON, THENCE ABOUT 2.0 MILES NORTHEAST AND EAST ALONG A
 JZ0930'WINDING ROAD LEADING TO ROCKDALE, ABOUT 1.35 MILE WEST OF THE
 JZ0930'UNITED BRETHREN CHURCH AT ROCKDALE, AT THE JUNCTION OF A GRAVEL
 JZ0930'ROAD LEADING SOUTH, SET IN THE TRIANGLE FORMED BY THE JUNCTION,
 JZ0930'15.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16
 JZ0930'FEET NORTHEAST OF THE WEST LEG OF THE ROAD SOUTH, 12 FEET
 JZ0930'NORTHWEST OF THE EAST LEG OF THE ROAD SOUTH, 7 FEET SOUTHWEST
 JZ0930'OF A 14-INCH TREE IN THE TRIANGLE, 1.5 FEET WEST OF A WHITE
 JZ0930'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE EAST-WEST ROAD AND
 JZ0930'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0095 ***********************************************************************
 HB0095  DESIGNATION -  H 275
 HB0095  PID         -  HB0095
 HB0095  STATE/COUNTY-  IN/POSEY
 HB0095  COUNTRY     -  US
 HB0095  USGS QUAD   -  EMMA (2018)
 HB0095
 HB0095                         *CURRENT SURVEY CONTROL
 HB0095  ______________________________________________________________________
 HB0095* NAD 83(1986) POSITION- 37 52 40.     (N) 088 02 29.     (W)   SCALED
 HB0095* NAVD 88 ORTHO HEIGHT -   108.915 (meters)      357.33  (feet) ADJUSTED
 HB0095  ______________________________________________________________________
 HB0095  GEOID HEIGHT    -        -30.323 (meters)                     GEOID18
 HB0095  DYNAMIC HEIGHT  -        108.840 (meters)      357.09  (feet) COMP
 HB0095  MODELED GRAVITY -    979,946.9   (mgal)                       NAVD 88
 HB0095
 HB0095  VERT ORDER      -  FIRST     CLASS II
 HB0095
 HB0095.The horizontal coordinates were scaled from a map and have
 HB0095.an estimated accuracy of +/- 6 seconds.
 HB0095
 HB0095.The orthometric height was determined by differential leveling and
 HB0095.adjusted by the NATIONAL GEODETIC SURVEY
 HB0095.in June 1991.
 HB0095
 HB0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0095.GEOID18 height accuracy estimate available here.
 HB0095
 HB0095.Click photographs - Photos may exist for this station.
 HB0095
 HB0095.The dynamic height is computed by dividing the NAVD 88
 HB0095.geopotential number by the normal gravity value computed on the
 HB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0095.degrees latitude (g = 980.6199 gals.).
 HB0095
 HB0095.The modeled gravity was interpolated from observed gravity values.
 HB0095
 HB0095;                    North         East    Units  Estimated Accuracy
 HB0095;SPC IN W     -   292,360.      815,710.      MT  (+/- 180 meters Scaled)
 HB0095
 HB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG084927(NAD 83)
 HB0095
 HB0095                          SUPERSEDED SURVEY CONTROL
 HB0095
 HB0095  NGVD 29 (11/26/84)  109.022  (m)          357.68   (f) ADJUSTED    1 2
 HB0095
 HB0095.Superseded values are not recommended for survey control.
 HB0095
 HB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0095.See file dsdata.pdf to determine how the superseded data were derived.
 HB0095
 HB0095_MARKER: DB = BENCH MARK DISK
 HB0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0095_SP_SET: ABUTMENT
 HB0095_STAMPING: H 275 1954
 HB0095_MARK LOGO: CGS
 HB0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0095
 HB0095  HISTORY     - Date     Condition        Report By
 HB0095  HISTORY     - 1954     MONUMENTED       CGS
 HB0095
 HB0095                          STATION DESCRIPTION
 HB0095
 HB0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0095'7.9 MI SW FROM PRAIRIE.
 HB0095'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0095'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HB0095'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG
 HB0095'A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL
 HB0095'ROAD, THENCE ABOUT 1.4 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.45
 HB0095'MILE WEST OF JUNCTION OF A ROAD SOUTH, AT THE JUNCTION OF A ROAD
 HB0095'NORTHEAST, NEAR THE EAST END OF HALFMOON POND, IN THE TOP OF THE
 HB0095'EAST CORNER OF THE SOUTHEAST END OF NORTHEAST CONCRETE ABUTMENT
 HB0095'OF A 42-FOOT BRIDGE ON ROAD LEADING NORTHEAST, 55 FEET NORTH OF
 HB0095'CENTER LINE OF EAST-WEST ROAD, 9 FEET SOUTHEAST OF CENTER LINE OF
 HB0095'ROAD NORTHEAST AND ABOUT 1 FOOT BELOW LEVEL OF ROAD NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1599 ***********************************************************************
 JZ1599  DESIGNATION -  H 276
 JZ1599  PID         -  JZ1599
 JZ1599  STATE/COUNTY-  IN/WAYNE
 JZ1599  COUNTRY     -  US
 JZ1599  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1599
 JZ1599                         *CURRENT SURVEY CONTROL
 JZ1599  ______________________________________________________________________
 JZ1599* NAD 83(1986) POSITION- 39 45 32.6    (N) 085 09 56.8    (W)   HD_HELD2
 JZ1599* NAVD 88 ORTHO HEIGHT -   308.059 (meters)     1010.69  (feet) ADJUSTED
 JZ1599  ______________________________________________________________________
 JZ1599  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ1599  DYNAMIC HEIGHT  -        307.881 (meters)     1010.11  (feet) COMP
 JZ1599  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 JZ1599
 JZ1599  VERT ORDER      -  SECOND    CLASS 0
 JZ1599
 JZ1599.The horizontal coordinates were established by autonomous hand held GPS
 JZ1599.observations and have an estimated accuracy of +/- 10 meters.
 JZ1599
 JZ1599.The orthometric height was determined by differential leveling and
 JZ1599.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1599.in June 1991.
 JZ1599
 JZ1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1599.GEOID18 height accuracy estimate available here.
 JZ1599
 JZ1599.Click photographs - Photos may exist for this station.
 JZ1599
 JZ1599.The dynamic height is computed by dividing the NAVD 88
 JZ1599.geopotential number by the normal gravity value computed on the
 JZ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1599.degrees latitude (g = 980.6199 gals.).
 JZ1599
 JZ1599.The modeled gravity was interpolated from observed gravity values.
 JZ1599
 JZ1599;                    North         East    Units  Estimated Accuracy
 JZ1599;SPC IN E     -   500,886.      142,921.      MT  (+/- 10 meters HH2 GPS)
 JZ1599
 JZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5712202624(NAD 83)
 JZ1599
 JZ1599                          SUPERSEDED SURVEY CONTROL
 JZ1599
 JZ1599  NGVD 29 (??/??/92)  308.199  (m)         1011.15   (f) ADJ UNCH    2 0
 JZ1599
 JZ1599.Superseded values are not recommended for survey control.
 JZ1599
 JZ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1599.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1599
 JZ1599_MARKER: DB = BENCH MARK DISK
 JZ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1599_STAMPING: H 276 1947
 JZ1599_MARK LOGO: CGS
 JZ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1599+STABILITY: SURFACE MOTION
 JZ1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1599+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1599
 JZ1599  HISTORY     - Date     Condition        Report By
 JZ1599  HISTORY     - 1947     MONUMENTED       CGS
 JZ1599  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1599
 JZ1599                          STATION DESCRIPTION
 JZ1599
 JZ1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1599'5 MI S FROM CAMBRIDGE CITY.
 JZ1599'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1599'AT CAMBRIDGE CITY, THENCE 3.65 MILE SOUTH AND 1.0 MILE EAST
 JZ1599'ALONG GRAVEL ROADS, IN THE NORTHEAST QUARTER OF A CROSSROADS, 36
 JZ1599'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET
 JZ1599'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5.5 FEET EAST
 JZ1599'OF A FENCE CORNER, 1 FOOT SOUTH OF A WIRE FENCE LINE, 2 1/2 FEET
 JZ1599'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD LEVEL
 JZ1599'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1599
 JZ1599                          STATION RECOVERY (2003)
 JZ1599
 JZ1599'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1599'39 45.543 85 9.947 (17FT ACCURACY)
 JZ1599'THE MONUMENT IS AT A SLIGHT TILT.  THE FENCE AND WITNESS POST ARE
 JZ1599'GONE.  ALL ROADS ARE PAVED.  HOLTSCLAW ROAD IS N-S.  LINDSEY ROAD IS
 JZ1599'E-W.
 JZ1599'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1289 ***********************************************************************
 JZ1289  DESIGNATION -  H 277
 JZ1289  PID         -  JZ1289
 JZ1289  STATE/COUNTY-  IN/WAYNE
 JZ1289  COUNTRY     -  US
 JZ1289  USGS QUAD   -  LIBERTY (2019)
 JZ1289
 JZ1289                         *CURRENT SURVEY CONTROL
 JZ1289  ______________________________________________________________________
 JZ1289* NAD 83(1986) POSITION- 39 44 02.5    (N) 084 54 31.4    (W)   HD_HELD2
 JZ1289* NAVD 88 ORTHO HEIGHT -   309.063 (meters)     1013.98  (feet) ADJUSTED
 JZ1289  ______________________________________________________________________
 JZ1289  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 JZ1289  DYNAMIC HEIGHT  -        308.882 (meters)     1013.39  (feet) COMP
 JZ1289  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 JZ1289
 JZ1289  VERT ORDER      -  SECOND    CLASS 0
 JZ1289
 JZ1289.The horizontal coordinates were established by autonomous hand held GPS
 JZ1289.observations and have an estimated accuracy of +/- 10 meters.
 JZ1289
 JZ1289.The orthometric height was determined by differential leveling and
 JZ1289.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1289.in June 1991.
 JZ1289
 JZ1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1289.GEOID18 height accuracy estimate available here.
 JZ1289
 JZ1289.Click photographs - Photos may exist for this station.
 JZ1289
 JZ1289.The dynamic height is computed by dividing the NAVD 88
 JZ1289.geopotential number by the normal gravity value computed on the
 JZ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1289.degrees latitude (g = 980.6199 gals.).
 JZ1289
 JZ1289.The modeled gravity was interpolated from observed gravity values.
 JZ1289
 JZ1289;                    North         East    Units  Estimated Accuracy
 JZ1289;SPC IN E     -   498,262.      164,972.      MT  (+/- 10 meters HH2 GPS)
 JZ1289
 JZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7920800328(NAD 83)
 JZ1289
 JZ1289                          SUPERSEDED SURVEY CONTROL
 JZ1289
 JZ1289  NGVD 29 (??/??/92)  309.212  (m)         1014.47   (f) ADJ UNCH    2 0
 JZ1289
 JZ1289.Superseded values are not recommended for survey control.
 JZ1289
 JZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1289.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1289
 JZ1289_MARKER: DB = BENCH MARK DISK
 JZ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1289_STAMPING: H 277 1947
 JZ1289_MARK LOGO: CGS
 JZ1289_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1289+STABILITY: SURFACE MOTION
 JZ1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1289+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1289
 JZ1289  HISTORY     - Date     Condition        Report By
 JZ1289  HISTORY     - 1947     MONUMENTED       CGS
 JZ1289  HISTORY     - 20030606 GOOD             GEOCAC
 JZ1289  HISTORY     - 20180718 GOOD             MCA
 JZ1289
 JZ1289                          STATION DESCRIPTION
 JZ1289
 JZ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1289'3.5 MI W FROM BOSTON.
 JZ1289'3.5 MILES WEST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION
 JZ1289'OF STATE HIGHWAY 21 AT BOSTON, 1 MILE EAST OF U.S. HIGHWAY 27,
 JZ1289'ABOUT 50 YARDS EAST OF THE CROSSING OF A POWER TRANSMISSION LINE,
 JZ1289'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF
 JZ1289'THE FIRST CONCRETE POWER POLE EAST OF THE TRANSMISSION LINE
 JZ1289'CROSSING, 1 FOOT SOUTH OF THE FENCE LINE, 4 FEET EAST OF A HIGHWAY
 JZ1289'R/W MARKER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1289'0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1289'POST PROJECTING 4 INCHES.
 JZ1289
 JZ1289                          STATION RECOVERY (2003)
 JZ1289
 JZ1289'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1289'39 44.041 84 54.524 (25FT ACCURACY) CONSUMER-GRADE GPS.
 JZ1289'WOODEN WITNESS POST IS GONE.
 JZ1289'
 JZ1289
 JZ1289                          STATION RECOVERY (2018)
 JZ1289
 JZ1289'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1317 ***********************************************************************
 HZ1317  DESIGNATION -  H 278
 HZ1317  PID         -  HZ1317
 HZ1317  STATE/COUNTY-  IN/CLARK
 HZ1317  COUNTRY     -  US
 HZ1317  USGS QUAD   -  SPEED (2019)
 HZ1317
 HZ1317                         *CURRENT SURVEY CONTROL
 HZ1317  ______________________________________________________________________
 HZ1317* NAD 83(1986) POSITION- 38 25 08.     (N) 085 48 18.     (W)   SCALED
 HZ1317* NAVD 88 ORTHO HEIGHT -   175.478 (meters)      575.71  (feet) ADJUSTED
 HZ1317  ______________________________________________________________________
 HZ1317  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 HZ1317  DYNAMIC HEIGHT  -        175.360 (meters)      575.33  (feet) COMP
 HZ1317  MODELED GRAVITY -    979,955.4   (mgal)                       NAVD 88
 HZ1317
 HZ1317  VERT ORDER      -  FIRST     CLASS II
 HZ1317
 HZ1317.The horizontal coordinates were scaled from a map and have
 HZ1317.an estimated accuracy of +/- 6 seconds.
 HZ1317
 HZ1317.The orthometric height was determined by differential leveling and
 HZ1317.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1317.in June 1991.
 HZ1317
 HZ1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1317.GEOID18 height accuracy estimate available here.
 HZ1317
 HZ1317.Click photographs - Photos may exist for this station.
 HZ1317
 HZ1317.The dynamic height is computed by dividing the NAVD 88
 HZ1317.geopotential number by the normal gravity value computed on the
 HZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1317.degrees latitude (g = 980.6199 gals.).
 HZ1317
 HZ1317.The modeled gravity was interpolated from observed gravity values.
 HZ1317
 HZ1317;                    North         East    Units  Estimated Accuracy
 HZ1317;SPC IN E     -   352,000.       87,920.      MT  (+/- 180 meters Scaled)
 HZ1317
 HZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043529(NAD 83)
 HZ1317
 HZ1317                          SUPERSEDED SURVEY CONTROL
 HZ1317
 HZ1317  NGVD 29 (??/??/92)  175.614  (m)          576.16   (f) ADJ UNCH    1 2
 HZ1317
 HZ1317.Superseded values are not recommended for survey control.
 HZ1317
 HZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1317.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1317
 HZ1317_MARKER: DB = BENCH MARK DISK
 HZ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1317_STAMPING: H 278 1949
 HZ1317_MARK LOGO: CGS
 HZ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1317+STABILITY: SURFACE MOTION
 HZ1317
 HZ1317  HISTORY     - Date     Condition        Report By
 HZ1317  HISTORY     - 1949     MONUMENTED       CGS
 HZ1317
 HZ1317                          STATION DESCRIPTION
 HZ1317
 HZ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1317'9 MI SE FROM BORDEN.
 HZ1317'ABOUT 8.95 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1317'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ABOUT 9.4 MILES
 HZ1317'NORTHWEST ALONG THE C I AND L RR FROM THE STATION AT NEW ALBANY,
 HZ1317'AT MILE POST 308, 92.5 FEET SOUTH-SOUTHEAST OF A FENCE CORNER,
 HZ1317'28.5 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, 1 FOOT
 HZ1317'EAST OF THE R/W FENCE LINE, ABOUT 0.1 MILE SOUTH-SOUTHEAST OF
 HZ1317'A STONE CULVERT UNDER THE RAILROAD, 1.5 FEET SOUTH OF A WHITE
 HZ1317'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 HZ1317'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0199 ***********************************************************************
 JA0199  DESIGNATION -  H 279
 JA0199  PID         -  JA0199
 JA0199  STATE/COUNTY-  IN/WASHINGTON
 JA0199  COUNTRY     -  US
 JA0199  USGS QUAD   -  BECKS MILL (2019)
 JA0199
 JA0199                         *CURRENT SURVEY CONTROL
 JA0199  ______________________________________________________________________
 JA0199* NAD 83(1986) POSITION- 38 37 11.     (N) 086 08 32.     (W)   SCALED
 JA0199* NAVD 88 ORTHO HEIGHT -   233.683 (meters)      766.68  (feet) ADJUSTED
 JA0199  ______________________________________________________________________
 JA0199  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 JA0199  DYNAMIC HEIGHT  -        233.527 (meters)      766.16  (feet) COMP
 JA0199  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 JA0199
 JA0199  VERT ORDER      -  FIRST     CLASS II
 JA0199
 JA0199.The horizontal coordinates were scaled from a map and have
 JA0199.an estimated accuracy of +/- 6 seconds.
 JA0199
 JA0199.The orthometric height was determined by differential leveling and
 JA0199.adjusted by the NATIONAL GEODETIC SURVEY
 JA0199.in June 1991.
 JA0199
 JA0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0199.GEOID18 height accuracy estimate available here.
 JA0199
 JA0199.Click photographs - Photos may exist for this station.
 JA0199
 JA0199.The dynamic height is computed by dividing the NAVD 88
 JA0199.geopotential number by the normal gravity value computed on the
 JA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0199.degrees latitude (g = 980.6199 gals.).
 JA0199
 JA0199.The modeled gravity was interpolated from observed gravity values.
 JA0199
 JA0199;                    North         East    Units  Estimated Accuracy
 JA0199;SPC IN E     -   374,390.       58,590.      MT  (+/- 180 meters Scaled)
 JA0199
 JA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH746749(NAD 83)
 JA0199
 JA0199                          SUPERSEDED SURVEY CONTROL
 JA0199
 JA0199  NGVD 29 (??/??/92)  233.797  (m)          767.05   (f) ADJ UNCH    1 2
 JA0199
 JA0199.Superseded values are not recommended for survey control.
 JA0199
 JA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0199.See file dsdata.pdf to determine how the superseded data were derived.
 JA0199
 JA0199_MARKER: DB = BENCH MARK DISK
 JA0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0199_SP_SET: BRIDGE
 JA0199_STAMPING: H 279 1949
 JA0199_MARK LOGO: CGS
 JA0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0199
 JA0199  HISTORY     - Date     Condition        Report By
 JA0199  HISTORY     - 1949     MONUMENTED       CGS
 JA0199
 JA0199                          STATION DESCRIPTION
 JA0199
 JA0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0199'2.9 MI NW FROM SALEM.
 JA0199'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0199'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, SET IN THE TOP AT
 JA0199'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CONCRETE-STONE
 JA0199'RAILROAD BRIDGE, 299 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 JA0199'OF A GRAVEL ROAD, 218 FEET NORTHWEST OF SEMAPHORE 279.3, 5.7
 JA0199'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 1 FOOT BELOW THE LEVEL
 JA0199'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1091 ***********************************************************************
 LB1091  DESIGNATION -  H 28
 LB1091  PID         -  LB1091
 LB1091  STATE/COUNTY-  IN/CASS
 LB1091  COUNTRY     -  US
 LB1091  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1091
 LB1091                         *CURRENT SURVEY CONTROL
 LB1091  ______________________________________________________________________
 LB1091* NAD 83(1986) POSITION- 40 45 51.     (N) 086 30 27.     (W)   SCALED
 LB1091* NAVD 88 ORTHO HEIGHT -   202.872 (meters)      665.59  (feet) ADJUSTED
 LB1091  ______________________________________________________________________
 LB1091  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 LB1091  DYNAMIC HEIGHT  -        202.778 (meters)      665.28  (feet) COMP
 LB1091  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 LB1091
 LB1091  VERT ORDER      -  SECOND    CLASS 0
 LB1091
 LB1091.The horizontal coordinates were scaled from a map and have
 LB1091.an estimated accuracy of +/- 6 seconds.
 LB1091
 LB1091.The orthometric height was determined by differential leveling and
 LB1091.adjusted by the NATIONAL GEODETIC SURVEY
 LB1091.in June 1991.
 LB1091
 LB1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1091.GEOID18 height accuracy estimate available here.
 LB1091
 LB1091.Click photographs - Photos may exist for this station.
 LB1091
 LB1091.The dynamic height is computed by dividing the NAVD 88
 LB1091.geopotential number by the normal gravity value computed on the
 LB1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1091.degrees latitude (g = 980.6199 gals.).
 LB1091
 LB1091.The modeled gravity was interpolated from observed gravity values.
 LB1091
 LB1091;                    North         East    Units  Estimated Accuracy
 LB1091;SPC IN E     -   612,710.       29,010.      MT  (+/- 180 meters Scaled)
 LB1091
 LB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL415126(NAD 83)
 LB1091
 LB1091                          SUPERSEDED SURVEY CONTROL
 LB1091
 LB1091  NGVD 29 (??/??/92)  202.985  (m)          665.96   (f) ADJ UNCH    2 0
 LB1091
 LB1091.Superseded values are not recommended for survey control.
 LB1091
 LB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1091.See file dsdata.pdf to determine how the superseded data were derived.
 LB1091
 LB1091_MARKER: DB = BENCH MARK DISK
 LB1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1091_STAMPING: H 28 1934
 LB1091_MARK LOGO: CGS
 LB1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1091+STABILITY: SURFACE MOTION
 LB1091
 LB1091  HISTORY     - Date     Condition        Report By
 LB1091  HISTORY     - 1934     MONUMENTED       CGS
 LB1091  HISTORY     - 1946     GOOD             CGS
 LB1091  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB1091
 LB1091                          STATION DESCRIPTION
 LB1091
 LB1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1091'7.6 MI W FROM LOGANSPORT.
 LB1091'ABOUT 7.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1091'STATION AT LOGANSPORT, ABOUT 4.4 MILES EAST OF THE STATION AT
 LB1091'BURNETTSVILLE, ABOUT 1.0 MILE EAST OF THE POST OFFICE AT LAKE
 LB1091'CICOTT, ACROSS U.S. HIGHWAY 24 FROM THE SOUTHEAST CORNER OF A
 LB1091'GRAVEL PIT, ABOUT 9 RAILS EAST OF MILEPOST 8, 52 FEET SOUTH OF
 LB1091'THE CENTER LINE OF HIGHWAY 24, 28.5 FEET NORTH OF THE NORTH RAIL
 LB1091'OF THE TRACK, 49 FEET SOUTHWEST OF A POWER POLE, ABOUT LEVEL
 LB1091'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1091'ABOUT 6 INCHES.
 LB1091
 LB1091                          STATION RECOVERY (2017)
 LB1091
 LB1091'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB1091'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0809 ***********************************************************************
 JA0809  DESIGNATION -  H 280
 JA0809  PID         -  JA0809
 JA0809  STATE/COUNTY-  IN/GREENE
 JA0809  COUNTRY     -  US
 JA0809  USGS QUAD   -  OWENSBURG (2019)
 JA0809
 JA0809                         *CURRENT SURVEY CONTROL
 JA0809  ______________________________________________________________________
 JA0809* NAD 83(1986) POSITION- 38 59 45.     (N) 086 44 19.     (W)   SCALED
 JA0809* NAVD 88 ORTHO HEIGHT -   237.832 (meters)      780.29  (feet) ADJUSTED
 JA0809  ______________________________________________________________________
 JA0809  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 JA0809  DYNAMIC HEIGHT  -        237.683 (meters)      779.80  (feet) COMP
 JA0809  MODELED GRAVITY -    979,995.5   (mgal)                       NAVD 88
 JA0809
 JA0809  VERT ORDER      -  FIRST     CLASS II
 JA0809
 JA0809.The horizontal coordinates were scaled from a map and have
 JA0809.an estimated accuracy of +/- 6 seconds.
 JA0809
 JA0809.The orthometric height was determined by differential leveling and
 JA0809.adjusted by the NATIONAL GEODETIC SURVEY
 JA0809.in June 1991.
 JA0809
 JA0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0809.GEOID18 height accuracy estimate available here.
 JA0809
 JA0809.Click photographs - Photos may exist for this station.
 JA0809
 JA0809.The dynamic height is computed by dividing the NAVD 88
 JA0809.geopotential number by the normal gravity value computed on the
 JA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0809.degrees latitude (g = 980.6199 gals.).
 JA0809
 JA0809.The modeled gravity was interpolated from observed gravity values.
 JA0809
 JA0809;                    North         East    Units  Estimated Accuracy
 JA0809;SPC IN W     -   416,090.      929,860.      MT  (+/- 180 meters Scaled)
 JA0809
 JA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ226163(NAD 83)
 JA0809
 JA0809                          SUPERSEDED SURVEY CONTROL
 JA0809
 JA0809  NGVD 29 (??/??/92)  237.953  (m)          780.68   (f) ADJ UNCH    1 2
 JA0809
 JA0809.Superseded values are not recommended for survey control.
 JA0809
 JA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0809.See file dsdata.pdf to determine how the superseded data were derived.
 JA0809
 JA0809_MARKER: DB = BENCH MARK DISK
 JA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0809_STAMPING: H 280 1949
 JA0809_MARK LOGO: CGS
 JA0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0809+STABILITY: SURFACE MOTION
 JA0809
 JA0809  HISTORY     - Date     Condition        Report By
 JA0809  HISTORY     - 1949     MONUMENTED       CGS
 JA0809
 JA0809                          STATION DESCRIPTION
 JA0809
 JA0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0809'2.1 MI S FROM CINCINNATI.
 JA0809'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CHRISTIAN
 JA0809'CHURCH AT CINCINNATI, ABOUT 0.1 MILE SOUTH OF A CROSS ROAD, AT
 JA0809'HARPERS GROCERY, 59 FEET WEST OF A WELL WITH A PUMP.  47 FEET
 JA0809'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 45 FEET EAST OF
 JA0809'THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF THE NORTHWEST
 JA0809'CORNER OF A HOUSE WITH BRICK SIDING, 2 FEET SOUTH OF A POWER POLE,
 JA0809'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 JA0809'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0809'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0119 ***********************************************************************
 JA0119  DESIGNATION -  H 281
 JA0119  PID         -  JA0119
 JA0119  STATE/COUNTY-  IN/LAWRENCE
 JA0119  COUNTRY     -  US
 JA0119  USGS QUAD   -  BEDFORD WEST (2019)
 JA0119
 JA0119                         *CURRENT SURVEY CONTROL
 JA0119  ______________________________________________________________________
 JA0119* NAD 83(1986) POSITION- 38 48 47.     (N) 086 30 00.     (W)   SCALED
 JA0119* NAVD 88 ORTHO HEIGHT -   154.511 (meters)      506.92  (feet) ADJUSTED
 JA0119  ______________________________________________________________________
 JA0119  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JA0119  DYNAMIC HEIGHT  -        154.413 (meters)      506.60  (feet) COMP
 JA0119  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JA0119
 JA0119  VERT ORDER      -  FIRST     CLASS II
 JA0119
 JA0119.The horizontal coordinates were scaled from a map and have
 JA0119.an estimated accuracy of +/- 6 seconds.
 JA0119
 JA0119.The orthometric height was determined by differential leveling and
 JA0119.adjusted by the NATIONAL GEODETIC SURVEY
 JA0119.in June 1991.
 JA0119
 JA0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0119.GEOID18 height accuracy estimate available here.
 JA0119
 JA0119.Click photographs - Photos may exist for this station.
 JA0119
 JA0119.The dynamic height is computed by dividing the NAVD 88
 JA0119.geopotential number by the normal gravity value computed on the
 JA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0119.degrees latitude (g = 980.6199 gals.).
 JA0119
 JA0119.The modeled gravity was interpolated from observed gravity values.
 JA0119
 JA0119;                    North         East    Units  Estimated Accuracy
 JA0119;SPC IN W     -   395,910.      950,660.      MT  (+/- 180 meters Scaled)
 JA0119
 JA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434961(NAD 83)
 JA0119
 JA0119                          SUPERSEDED SURVEY CONTROL
 JA0119
 JA0119  NGVD 29 (??/??/92)  154.625  (m)          507.30   (f) ADJ UNCH    1 2
 JA0119
 JA0119.Superseded values are not recommended for survey control.
 JA0119
 JA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0119.See file dsdata.pdf to determine how the superseded data were derived.
 JA0119
 JA0119_MARKER: DB = BENCH MARK DISK
 JA0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0119_SP_SET: BRIDGE
 JA0119_STAMPING: H 281 1949
 JA0119_MARK LOGO: CGS
 JA0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0119
 JA0119  HISTORY     - Date     Condition        Report By
 JA0119  HISTORY     - 1949     MONUMENTED       CGS
 JA0119
 JA0119                          STATION DESCRIPTION
 JA0119
 JA0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0119'4 MI S FROM BEDFORD.
 JA0119'ABOUT 4.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0119'LOUISVILLE RAILROAD FROM THE STATION AT BEDFORD, SET IN THE TOP
 JA0119'OF THE WEST END OF THE NORTH MAIN ABUTMENT OF THE RAILROAD
 JA0119'BRIDGE OVER WHITE RIVER, 8 FEET WEST OF THE WEST RAIL, 2 FEET
 JA0119'EAST OF THE WEST EDGE OF THE ABUTMENT, 2.5 FEET NORTH OF THE SOUTH
 JA0119'EDGE OF THE ABUTMENT AND ABOUT 7 FEET BELOW THE LEVEL OF THE
 JA0119'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0793 ***********************************************************************
 JA0793  DESIGNATION -  H 282
 JA0793  PID         -  JA0793
 JA0793  STATE/COUNTY-  IN/LAWRENCE
 JA0793  COUNTRY     -  US
 JA0793  USGS QUAD   -  OOLITIC (2019)
 JA0793
 JA0793                         *CURRENT SURVEY CONTROL
 JA0793  ______________________________________________________________________
 JA0793* NAD 83(2011) POSITION- 38 55 59.41105(N) 086 36 50.71330(W)   ADJUSTED
 JA0793* NAD 83(2011) ELLIP HT-   174.679 (meters)        (05/29/16)   ADJUSTED
 JA0793* NAD 83(2011) EPOCH   -  2010.00
 JA0793* NAVD 88 ORTHO HEIGHT -   207.705 (meters)      681.45  (feet) ADJUSTED
 JA0793  ______________________________________________________________________
 JA0793  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 JA0793  NAD 83(2011) X  -    293,422.359 (meters)                     COMP
 JA0793  NAD 83(2011) Y  - -4,959,456.408 (meters)                     COMP
 JA0793  NAD 83(2011) Z  -  3,986,658.308 (meters)                     COMP
 JA0793  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JA0793  DYNAMIC HEIGHT  -        207.574 (meters)      681.02  (feet) COMP
 JA0793  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 JA0793
 JA0793  VERT ORDER      -  FIRST     CLASS II
 JA0793
 JA0793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0793  Standards:
 JA0793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0793  -------------------------------------------------------------------
 JA0793  NETWORK    0.56   1.18           0.25   0.20   0.60      0.03980423
 JA0793  -------------------------------------------------------------------
 JA0793  Click here for local accuracies and other accuracy information.
 JA0793
 JA0793.The horizontal coordinates were established by GPS observations
 JA0793.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA0793
 JA0793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0793.been affixed to the stable North American tectonic plate. See 
 JA0793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0793
 JA0793.The horizontal coordinates are valid at the epoch date displayed above
 JA0793.which is a decimal equivalence of Year/Month/Day.
 JA0793
 JA0793.The orthometric height was determined by differential leveling and
 JA0793.adjusted by the NATIONAL GEODETIC SURVEY
 JA0793.in June 1991.
 JA0793
 JA0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0793.GEOID18 height accuracy estimate available here.
 JA0793
 JA0793.Click photographs - Photos may exist for this station.
 JA0793
 JA0793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0793
 JA0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0793
 JA0793.The ellipsoidal height was determined by GPS observations
 JA0793.and is referenced to NAD 83.
 JA0793
 JA0793.The dynamic height is computed by dividing the NAVD 88
 JA0793.geopotential number by the normal gravity value computed on the
 JA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0793.degrees latitude (g = 980.6199 gals.).
 JA0793
 JA0793.The modeled gravity was interpolated from observed gravity values.
 JA0793
 JA0793. The following values were computed from the NAD 83(2011) position.
 JA0793
 JA0793;                    North         East     Units Scale Factor Converg.
 JA0793;SPC IN W     -   409,182.088   940,686.072   MT  0.99998704   +0 17 41.6
 JA0793;SPC IN W     - 1,342,458.23  3,086,234.22   sFT  0.99998704   +0 17 41.6
 JA0793;UTM  16      - 4,309,431.188   533,448.347   MT  0.99961378   +0 14 33.1
 JA0793
 JA0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0793!SPC IN W     -   0.99997259  x   0.99998704  =   0.99995963
 JA0793!UTM  16      -   0.99997259  x   0.99961378  =   0.99958638
 JA0793
 JA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3344809431(NAD 83)
 JA0793
 JA0793                          SUPERSEDED SURVEY CONTROL
 JA0793
 JA0793  NAD 83(1997)-  38 55 59.40874(N)    086 36 50.71310(W) AD(       ) 3
 JA0793  ELLIP H (05/25/99)  174.680  (m)                       GP(       ) 4 1
 JA0793  NAD 83(1986)-  38 55 59.41326(N)    086 36 50.71703(W) AD(       ) 3
 JA0793  NAD 27      -  38 55 59.23159(N)    086 36 50.72985(W) AD(       ) 3
 JA0793  NGVD 29 (??/??/92)  207.818  (m)          681.82   (f) ADJ UNCH    1 2
 JA0793  NGVD 29 (02/23/89)  208.     (m)  RAPSU86  model used  GPS OBS        
 JA0793
 JA0793.Superseded values are not recommended for survey control.
 JA0793
 JA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0793.See file dsdata.pdf to determine how the superseded data were derived.
 JA0793
 JA0793_MARKER: DB = BENCH MARK DISK
 JA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0793_STAMPING: H 282 1949
 JA0793_MARK LOGO: CGS
 JA0793_PROJECTION: PROJECTING 30 CENTIMETERS
 JA0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0793+STABILITY: SURFACE MOTION
 JA0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0793+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2015
 JA0793
 JA0793  HISTORY     - Date     Condition        Report By
 JA0793  HISTORY     - 1949     MONUMENTED       CGS
 JA0793  HISTORY     - 19880615 GOOD             NGS
 JA0793  HISTORY     - 19970516 GOOD             NGS
 JA0793  HISTORY     - 20040718 GOOD             GEOCAC
 JA0793  HISTORY     - 20150216 GOOD             INDOT
 JA0793
 JA0793                          STATION DESCRIPTION
 JA0793
 JA0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0793'1 MI E FROM SPRINGVILLE.
 JA0793'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF
 JA0793'STATE HIGHWAYS 54 AND 58 AT SPRINGVILLE, ABOUT 0.25 MILE EAST OF
 JA0793'A CROSS ROAD OF A BLACK TOP ROAD THAT LEADING NORTH GOES TO THE
 JA0793'BUSINESS DISTRICT OF SPRINGVILLE, 33 FEET NORTH OF THE CENTER
 JA0793'LINE OF THE HIGHWAY, 13 FEET NORTH OF THE EAST END OF A 14-INCH
 JA0793'PIPE CULVERT UNDER A DIM FARM ROAD, 8 FEET EAST OF THE CENTER
 JA0793'LINE OF THE FARM ROAD, 3.6 FEET EAST OF THE EAST GATE POST, 1
 JA0793'FOOT SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET WEST OF A WHITE
 JA0793'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 JA0793'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0793
 JA0793                          STATION RECOVERY (1988)
 JA0793
 JA0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JA0793'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF BEDFORD,
 JA0793'0.5 KM (0.30 MI) EAST OF SPRINGVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 JA0793'OWNERSHIP--INDIANA DEPARTMENT  OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 JA0793'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 JA0793'317-232-5533.
 JA0793'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGVILLE, GO SOUTH ON
 JA0793'PAVED ROAD FOR 0.33 KM (0.20 MI) TO THE JUNCTION OF STATE HIGHWAYS 54
 JA0793'AND 58.  TURN LEFT AND GO EAST FOR 0.43 KM (0.25 MI) TO THE MARK ON
 JA0793'THE LEFT AND ACROSS FROM THE SPRINGVILLE CHRISTIAN SCHOOL AND CHURCH
 JA0793'OF JESUS CHRIST.
 JA0793'THE MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---H 282 1949---,
 JA0793'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 JA0793'LOCATED 10.06 M (33.0 FT) NORTH FROM CENTER OF HIGHWAY, 2.44 M
 JA0793'(8.0 FT) EAST FROM CENTER OF A FIELD ROAD, 0.31 M (1.0 FT) SOUTH FROM
 JA0793'A FENCE AND 0.31 M (1.0 FT) WEST FROM A WITNESS POST.
 JA0793'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA0793'DESCRIBED BY D.L. ADAMS.
 JA0793
 JA0793                          STATION RECOVERY (1997)
 JA0793
 JA0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA0793'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) NORTHWEST OF BEDFORD,
 JA0793'NEAR THE EAST SIDE OF SPRINGVILLE, IN THE NORTHEAST QUADRANT OF THE
 JA0793'JUNCTION OF THE HIGHWAY AND A FIELD ENTRANCE ROAD, AND ACROSS THE
 JA0793'HIGHWAY FROM THE SPRINGVILLE CHRISTIAN SCHOOL AND CHURCH OF JESUS
 JA0793'CHRIST AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT
 JA0793'OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37,
 JA0793'54 AND 58 ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF BEDFORD, GO
 JA0793'NORTHWESTERLY ON HIGHWAYS 54 AND 58 FOR 3.62 KM (2.25 MI) TO THE
 JA0793'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 JA0793'CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  IT IS 16.8 M (55.1 FT)
 JA0793'WEST OF A POWER POLE, 10.1 M (33.1 FT) NORTH OF AND ABOUT 1 M (3.3 FT)
 JA0793'HIGHER THAN THE HIGHWAY CENTER, 6.6 M (21.7 FT) EAST OF THE EXTENDED
 JA0793'EAST WALL OF THE CHURCH, 5.7 M (18.7 FT) SOUTHEAST OF THE CENTER OF A
 JA0793'GATE, 4.6 M (15.1 FT) EAST OF THE NORTH ONE OF TWO CONCRETE
 JA0793'RIGHT-OF-WAY MARKERS, 2.2 M (7.2 FT) EAST OF THE FIELD ROAD ENTRANCE,
 JA0793'0.4 M (1.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.35 M
 JA0793'(1.15 FT) SOUTHWEST OF A WOODEN FENCE CORNER POST.
 JA0793
 JA0793                          STATION RECOVERY (2004)
 JA0793
 JA0793'RECOVERY NOTE BY GEOCACHING 2004 (EDH)
 JA0793'STATION RECOVERED IN GOOD CONDITION PER DESCRIPTION.
 JA0793
 JA0793                          STATION RECOVERY (2015)
 JA0793
 JA0793'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (CS)
 JA0793'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1207 ***********************************************************************
 JA1207  DESIGNATION -  H 283
 JA1207  PID         -  JA1207
 JA1207  STATE/COUNTY-  IN/POSEY
 JA1207  COUNTRY     -  US
 JA1207  USGS QUAD   -  NEW HARMONY (2019)
 JA1207
 JA1207                         *CURRENT SURVEY CONTROL
 JA1207  ______________________________________________________________________
 JA1207* NAD 83(1986) POSITION- 38 10 43.     (N) 087 55 41.     (W)   SCALED
 JA1207* NAVD 88 ORTHO HEIGHT -   115.339 (meters)      378.41  (feet) ADJUSTED
 JA1207  ______________________________________________________________________
 JA1207  GEOID HEIGHT    -        -30.904 (meters)                     GEOID18
 JA1207  DYNAMIC HEIGHT  -        115.262 (meters)      378.16  (feet) COMP
 JA1207  MODELED GRAVITY -    979,961.3   (mgal)                       NAVD 88
 JA1207
 JA1207  VERT ORDER      -  FIRST     CLASS II
 JA1207
 JA1207.The horizontal coordinates were scaled from a map and have
 JA1207.an estimated accuracy of +/- 6 seconds.
 JA1207
 JA1207.The orthometric height was determined by differential leveling and
 JA1207.adjusted by the NATIONAL GEODETIC SURVEY
 JA1207.in June 1991.
 JA1207
 JA1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1207.GEOID18 height accuracy estimate available here.
 JA1207
 JA1207.Click photographs - Photos may exist for this station.
 JA1207
 JA1207.The dynamic height is computed by dividing the NAVD 88
 JA1207.geopotential number by the normal gravity value computed on the
 JA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1207.degrees latitude (g = 980.6199 gals.).
 JA1207
 JA1207.The modeled gravity was interpolated from observed gravity values.
 JA1207
 JA1207;                    North         East    Units  Estimated Accuracy
 JA1207;SPC IN W     -   325,660.      825,990.      MT  (+/- 180 meters Scaled)
 JA1207
 JA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH187260(NAD 83)
 JA1207
 JA1207                          SUPERSEDED SURVEY CONTROL
 JA1207
 JA1207  NGVD 29 (??/??/92)  115.464  (m)          378.82   (f) ADJ UNCH    1 2
 JA1207
 JA1207.Superseded values are not recommended for survey control.
 JA1207
 JA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1207.See file dsdata.pdf to determine how the superseded data were derived.
 JA1207
 JA1207_MARKER: DB = BENCH MARK DISK
 JA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1207_STAMPING: H 283 1954
 JA1207_MARK LOGO: CGS
 JA1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1207+STABILITY: SURFACE MOTION
 JA1207
 JA1207  HISTORY     - Date     Condition        Report By
 JA1207  HISTORY     - 1954     MONUMENTED       CGS
 JA1207
 JA1207                          STATION DESCRIPTION
 JA1207
 JA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1207'6 MI N FROM NEW HARMONY.
 JA1207'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1207'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1207'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1207'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1207'GRAVEL ROAD, AT A NORTH-SOUTH GRAVEL ROAD AND A FARM ROAD LEADING
 JA1207'WEST, 16 FEET SOUTH OF CENTER LINE OF FARM ROAD WEST, 35 FEET
 JA1207'SOUTHWEST OF CENTER OF INTERSECTION, 32 FEET WEST OF CENTER LINE
 JA1207'OF ROAD SOUTH, 34 FEET SOUTH-SOUTHWEST AND ACROSS ROAD WEST FROM
 JA1207'A POWER POLE, 8 FEET EAST OF A LONE 8-INCH ELM TREE, 2 FEET EAST
 JA1207'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 JA1207'WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1189 ***********************************************************************
 JA1189  DESIGNATION -  H 284
 JA1189  PID         -  JA1189
 JA1189  STATE/COUNTY-  IN/GIBSON
 JA1189  COUNTRY     -  US
 JA1189  USGS QUAD   -  GRAYVILLE (2018)
 JA1189
 JA1189                         *CURRENT SURVEY CONTROL
 JA1189  ______________________________________________________________________
 JA1189* NAD 83(1986) POSITION- 38 15 59.     (N) 087 54 37.     (W)   SCALED
 JA1189* NAVD 88 ORTHO HEIGHT -   116.508 (meters)      382.24  (feet) ADJUSTED
 JA1189  ______________________________________________________________________
 JA1189  GEOID HEIGHT    -        -31.006 (meters)                     GEOID18
 JA1189  DYNAMIC HEIGHT  -        116.432 (meters)      381.99  (feet) COMP
 JA1189  MODELED GRAVITY -    979,972.8   (mgal)                       NAVD 88
 JA1189
 JA1189  VERT ORDER      -  FIRST     CLASS II
 JA1189
 JA1189.The horizontal coordinates were scaled from a map and have
 JA1189.an estimated accuracy of +/- 6 seconds.
 JA1189
 JA1189.The orthometric height was determined by differential leveling and
 JA1189.adjusted by the NATIONAL GEODETIC SURVEY
 JA1189.in June 1991.
 JA1189
 JA1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1189.GEOID18 height accuracy estimate available here.
 JA1189
 JA1189.Click photographs - Photos may exist for this station.
 JA1189
 JA1189.The dynamic height is computed by dividing the NAVD 88
 JA1189.geopotential number by the normal gravity value computed on the
 JA1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1189.degrees latitude (g = 980.6199 gals.).
 JA1189
 JA1189.The modeled gravity was interpolated from observed gravity values.
 JA1189
 JA1189;                    North         East    Units  Estimated Accuracy
 JA1189;SPC IN W     -   335,390.      827,630.      MT  (+/- 180 meters Scaled)
 JA1189
 JA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH203357(NAD 83)
 JA1189
 JA1189                          SUPERSEDED SURVEY CONTROL
 JA1189
 JA1189  NGVD 29 (??/??/92)  116.638  (m)          382.67   (f) ADJ UNCH    1 2
 JA1189
 JA1189.Superseded values are not recommended for survey control.
 JA1189
 JA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1189.See file dsdata.pdf to determine how the superseded data were derived.
 JA1189
 JA1189_MARKER: DB = BENCH MARK DISK
 JA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1189_STAMPING: H 284 1954
 JA1189_MARK LOGO: CGS
 JA1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1189+STABILITY: SURFACE MOTION
 JA1189
 JA1189  HISTORY     - Date     Condition        Report By
 JA1189  HISTORY     - 1954     MONUMENTED       CGS
 JA1189
 JA1189                          STATION DESCRIPTION
 JA1189
 JA1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1189'6.2 MI SW FROM CROWLEYVILLE.
 JA1189'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1189'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1189'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE
 JA1189'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A
 JA1189'GRAVEL ROAD, THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD
 JA1189'PARALLELING THE LEFT BANK OF WABASH RIVER, AT THE JUNCTION OF A
 JA1189'ROAD LEADING SOUTH AND A DIM ROAD LEADING WEST ALONG RIVER BANK,
 JA1189'125 FEET WEST OF CENTER LINE OF ROAD SOUTH, 77 FEET SOUTH OF CENTER
 JA1189'LINE OF DIM ROAD WEST, ABOUT 135 FEET SOUTH AND ACROSS DIM ROAD
 JA1189'FROM TOP OF RIVER BANK, 26 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 JA1189'WEST WING OF A WHITE FRAME HOUSE, 21 1/2 FEET SOUTHWEST OF A
 JA1189'WELL PUMP, 12 FEET WEST OF A 10-INCH ELM TREE, 1 1/2 FEET NORTH
 JA1189'OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1189'2 FEET ABOUT LEVEL OF ROAD WEST AND SET IN THE TOP OF A CONCRETE
 JA1189'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1333 ***********************************************************************
 JA1333  DESIGNATION -  H 285
 JA1333  PID         -  JA1333
 JA1333  STATE/COUNTY-  IN/KNOX
 JA1333  COUNTRY     -  US
 JA1333  USGS QUAD   -  VINCENNES (2019)
 JA1333
 JA1333                         *CURRENT SURVEY CONTROL
 JA1333  ______________________________________________________________________
 JA1333* NAD 83(1986) POSITION- 38 40 19.19   (N) 087 34 15.90   (W)   HD_HELD1
 JA1333* NAVD 88 ORTHO HEIGHT -   125.661 (meters)      412.27  (feet) ADJUSTED
 JA1333  ______________________________________________________________________
 JA1333  GEOID HEIGHT    -        -31.711 (meters)                     GEOID18
 JA1333  DYNAMIC HEIGHT  -        125.583 (meters)      412.02  (feet) COMP
 JA1333  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 JA1333
 JA1333  VERT ORDER      -  FIRST     CLASS II
 JA1333
 JA1333.The horizontal coordinates were determined by differentially corrected
 JA1333.hand held GPS observations or other comparable positioning techniques
 JA1333.and have an estimated accuracy of +/- 3 meters.
 JA1333
 JA1333.The orthometric height was determined by differential leveling and
 JA1333.adjusted by the NATIONAL GEODETIC SURVEY
 JA1333.in June 1991.
 JA1333
 JA1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1333.GEOID18 height accuracy estimate available here.
 JA1333
 JA1333.Click photographs - Photos may exist for this station.
 JA1333
 JA1333.The dynamic height is computed by dividing the NAVD 88
 JA1333.geopotential number by the normal gravity value computed on the
 JA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1333.degrees latitude (g = 980.6199 gals.).
 JA1333
 JA1333.The modeled gravity was interpolated from observed gravity values.
 JA1333
 JA1333;                    North         East    Units  Estimated Accuracy
 JA1333;SPC IN W     -   380,198.0     857,554.9     MT  (+/- 3 meters HH1 GPS) 
 JA1333
 JA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5032180533(NAD 83)
 JA1333
 JA1333                          SUPERSEDED SURVEY CONTROL
 JA1333
 JA1333  NGVD 29 (??/??/92)  125.794  (m)          412.71   (f) ADJ UNCH    1 2
 JA1333
 JA1333.Superseded values are not recommended for survey control.
 JA1333
 JA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1333.See file dsdata.pdf to determine how the superseded data were derived.
 JA1333
 JA1333_MARKER: DB = BENCH MARK DISK
 JA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1333_STAMPING: H 285 1954
 JA1333_MARK LOGO: CGS
 JA1333_PROJECTION: PROJECTING
 JA1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1333+STABILITY: SURFACE MOTION
 JA1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1333+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 JA1333
 JA1333  HISTORY     - Date     Condition        Report By
 JA1333  HISTORY     - 1954     MONUMENTED       CGS
 JA1333  HISTORY     - 1982     GOOD             USACE
 JA1333  HISTORY     - 20050328 GOOD             INDIV
 JA1333
 JA1333                          STATION DESCRIPTION
 JA1333
 JA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1333'1.9 MI SW FROM VINCENNES.
 JA1333'ABOUT 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1333'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE MEMORIAL
 JA1333'AT VINCENNES, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION OF A
 JA1333'ROAD SOUTH, 18 FEET SOUTH OF CENTER LINE OF ROAD, 106 FEET
 JA1333'NORTHWEST AND ACROSS A DRIVE FROM THE NORTHWEST CORNER OF THOMAS
 JA1333'FORTNER RESIDENCE, 36 FEET WEST OF CENTER LINE OF DRIVE, 8 FEET
 JA1333'WEST OF TELEPHONE POLE NO. 38 1/2 WHICH IS AT A FENCE CORNER,
 JA1333'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JA1333'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 JA1333'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA1333
 JA1333                          STATION RECOVERY (1982)
 JA1333
 JA1333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1982
 JA1333'RECOVERED IN GOOD CONDITION.
 JA1333
 JA1333                          STATION RECOVERY (2005)
 JA1333
 JA1333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA1333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1145 ***********************************************************************
 ME1145  DESIGNATION -  H 286
 ME1145  PID         -  ME1145
 ME1145  STATE/COUNTY-  IN/LAKE
 ME1145  COUNTRY     -  US
 ME1145  USGS QUAD   -  SCHNEIDER (2019)
 ME1145
 ME1145                         *CURRENT SURVEY CONTROL
 ME1145  ______________________________________________________________________
 ME1145* NAD 83(1986) POSITION- 41 14 42.99   (N) 087 29 15.03   (W)   HD_HELD1
 ME1145* NAVD 88 ORTHO HEIGHT -   209.577 (meters)      687.59  (feet) ADJUSTED
 ME1145  ______________________________________________________________________
 ME1145  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 ME1145  DYNAMIC HEIGHT  -        209.490 (meters)      687.30  (feet) COMP
 ME1145  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 ME1145
 ME1145  VERT ORDER      -  SECOND    CLASS 0
 ME1145
 ME1145.The horizontal coordinates were determined by differentially corrected
 ME1145.hand held GPS observations or other comparable positioning techniques
 ME1145.and have an estimated accuracy of +/- 3 meters.
 ME1145
 ME1145.The orthometric height was determined by differential leveling and
 ME1145.adjusted by the NATIONAL GEODETIC SURVEY
 ME1145.in June 1991.
 ME1145
 ME1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1145.GEOID18 height accuracy estimate available here.
 ME1145
 ME1145.Click photographs - Photos may exist for this station.
 ME1145
 ME1145.The dynamic height is computed by dividing the NAVD 88
 ME1145.geopotential number by the normal gravity value computed on the
 ME1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1145.degrees latitude (g = 980.6199 gals.).
 ME1145
 ME1145.The modeled gravity was interpolated from observed gravity values.
 ME1145
 ME1145;                    North         East    Units  Estimated Accuracy
 ME1145;SPC IN W     -   665,875.4     866,122.1     MT  (+/- 3 meters HH1 GPS) 
 ME1145
 ME1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5915266100(NAD 83)
 ME1145
 ME1145                          SUPERSEDED SURVEY CONTROL
 ME1145
 ME1145  NGVD 29 (??/??/92)  209.661  (m)          687.86   (f) ADJ UNCH    2 0
 ME1145
 ME1145.Superseded values are not recommended for survey control.
 ME1145
 ME1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1145.See file dsdata.pdf to determine how the superseded data were derived.
 ME1145
 ME1145_MARKER: DB = BENCH MARK DISK
 ME1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1145_STAMPING: H 286 1954
 ME1145_MARK LOGO: CGS
 ME1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1145+STABILITY: SURFACE MOTION
 ME1145
 ME1145  HISTORY     - Date     Condition        Report By
 ME1145  HISTORY     - 1954     MONUMENTED       CGS
 ME1145
 ME1145                          STATION DESCRIPTION
 ME1145
 ME1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1145'2 MI SW FROM BELSHAW.
 ME1145'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING
 ME1145'OF THE NEW YORK CENTRAL RAILROAD AT BELSHAW, THENCE ABOUT 1.2
 ME1145'MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 2, ABOUT 2.3 MILES
 ME1145'NORTHEAST OF THE INDIANA-ILLINOIS STATE LINE, AT DRIVE NORTHEAST
 ME1145'TO BAILEY FARMS AND BAILEY AIRPORT, 68 YARDS NORTHEAST OF CENTER
 ME1145'LINE OF DRIVE, 84 YARDS SOUTHWEST OF JUNCTION OF A GRAVEL ROAD
 ME1145'LEADING SOUTH, 27 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 ME1145'1 1/2 FEET SOUTHEAST OF A FENCE LINE, 2.6 FEET SOUTH-SOUTHEAST
 ME1145'OF POWER POLE NO. 360-052, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY
 ME1145'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1296 ***********************************************************************
 JA1296  DESIGNATION -  H 292
 JA1296  PID         -  JA1296
 JA1296  STATE/COUNTY-  IN/KNOX
 JA1296  COUNTRY     -  US
 JA1296  USGS QUAD   -  HEATHSVILLE (2018)
 JA1296
 JA1296                         *CURRENT SURVEY CONTROL
 JA1296  ______________________________________________________________________
 JA1296* NAD 83(1986) POSITION- 38 53 55.     (N) 087 30 49.     (W)   SCALED
 JA1296* NAVD 88 ORTHO HEIGHT -   128.138 (meters)      420.40  (feet) ADJUSTED
 JA1296  ______________________________________________________________________
 JA1296  GEOID HEIGHT    -        -31.973 (meters)                     GEOID18
 JA1296  DYNAMIC HEIGHT  -        128.061 (meters)      420.15  (feet) COMP
 JA1296  MODELED GRAVITY -    980,026.6   (mgal)                       NAVD 88
 JA1296
 JA1296  VERT ORDER      -  FIRST     CLASS II
 JA1296
 JA1296.The horizontal coordinates were scaled from a map and have
 JA1296.an estimated accuracy of +/- 6 seconds.
 JA1296
 JA1296.The orthometric height was determined by differential leveling and
 JA1296.adjusted by the NATIONAL GEODETIC SURVEY
 JA1296.in June 1991.
 JA1296
 JA1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1296.GEOID18 height accuracy estimate available here.
 JA1296
 JA1296.Click photographs - Photos may exist for this station.
 JA1296
 JA1296.The dynamic height is computed by dividing the NAVD 88
 JA1296.geopotential number by the normal gravity value computed on the
 JA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1296.degrees latitude (g = 980.6199 gals.).
 JA1296
 JA1296.The modeled gravity was interpolated from observed gravity values.
 JA1296
 JA1296;                    North         East    Units  Estimated Accuracy
 JA1296;SPC IN W     -   405,330.      862,680.      MT  (+/- 180 meters Scaled)
 JA1296
 JA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ554056(NAD 83)
 JA1296
 JA1296                          SUPERSEDED SURVEY CONTROL
 JA1296
 JA1296  NGVD 29 (??/??/92)  128.269  (m)          420.83   (f) ADJ UNCH    1 2
 JA1296
 JA1296.Superseded values are not recommended for survey control.
 JA1296
 JA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1296.See file dsdata.pdf to determine how the superseded data were derived.
 JA1296
 JA1296_MARKER: DB = BENCH MARK DISK
 JA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1296_STAMPING: H 292 1956
 JA1296_MARK LOGO: CGS
 JA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1296+STABILITY: SURFACE MOTION
 JA1296
 JA1296  HISTORY     - Date     Condition        Report By
 JA1296  HISTORY     - 1956     MONUMENTED       CGS
 JA1296
 JA1296                          STATION DESCRIPTION
 JA1296
 JA1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1296'5.7 MI NW FROM OAKTOWN.
 JA1296'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1296'OAKTOWN, THENCE ABOUT 0.65 MILE WEST, ABOUT 0.55 MILE NORTH AND
 JA1296'ABOUT 1.0 MILE WEST ALONG BLACK TOP ROAD, THENCE ABOUT 1.8 MILES
 JA1296'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST AND NORTHWEST
 JA1296'ALONG A GRAVEL ROAD, IN SECTION 3, T.5 N., R.10 W., ABOUT 0.25
 JA1296'MILE SOUTH OF THE KNOX-SULLIVAN COUNTY LINE, AT A CURVE IN MAIN
 JA1296'ROAD WITH TANGENTS EXTENDING NORTH AND EAST AND JUNCTION OF A
 JA1296'FARM ROAD WEST, 29 FEET SOUTH OF CENTER OF JUNCTION, ABOUT IN
 JA1296'LINE WITH THE EXTENDED CENTER LINE OF NORTH TANGENT OF ROAD,
 JA1296'75 FEET SOUTH-SOUTHEAST AND ACROSS FARM DRIVE FROM A LONE 30-INCH
 JA1296'MAPLE TREE, 34 FEET NORTH OF A GROUP OF 4 SMALL PECAN TREES,
 JA1296'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 JA1296'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1296'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1121 ***********************************************************************
 KA1121  DESIGNATION -  H 293
 KA1121  PID         -  KA1121
 KA1121  STATE/COUNTY-  IN/VIGO
 KA1121  COUNTRY     -  US
 KA1121  USGS QUAD   -  TERRE HAUTE (2019)
 KA1121
 KA1121                         *CURRENT SURVEY CONTROL
 KA1121  ______________________________________________________________________
 KA1121* NAD 83(1986) POSITION- 39 24 44.15   (N) 087 26 42.76   (W)   HD_HELD1
 KA1121* NAVD 88 ORTHO HEIGHT -   148.118 (meters)      485.95  (feet) ADJUSTED
 KA1121  ______________________________________________________________________
 KA1121  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 KA1121  DYNAMIC HEIGHT  -        148.033 (meters)      485.67  (feet) COMP
 KA1121  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 KA1121
 KA1121  VERT ORDER      -  FIRST     CLASS II
 KA1121
 KA1121.The horizontal coordinates were determined by differentially corrected
 KA1121.hand held GPS observations or other comparable positioning techniques
 KA1121.and have an estimated accuracy of +/- 3 meters.
 KA1121
 KA1121.The orthometric height was determined by differential leveling and
 KA1121.adjusted by the NATIONAL GEODETIC SURVEY
 KA1121.in June 1991.
 KA1121
 KA1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1121.GEOID18 height accuracy estimate available here.
 KA1121
 KA1121.Click photographs - Photos may exist for this station.
 KA1121
 KA1121.The dynamic height is computed by dividing the NAVD 88
 KA1121.geopotential number by the normal gravity value computed on the
 KA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1121.degrees latitude (g = 980.6199 gals.).
 KA1121
 KA1121.The modeled gravity was interpolated from observed gravity values.
 KA1121
 KA1121;                    North         East    Units  Estimated Accuracy
 KA1121;SPC IN W     -   462,326.5     868,835.6     MT  (+/- 3 meters HH1 GPS) 
 KA1121
 KA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6167362622(NAD 83)
 KA1121
 KA1121                          SUPERSEDED SURVEY CONTROL
 KA1121
 KA1121  NGVD 29 (??/??/92)  148.218  (m)          486.28   (f) ADJ UNCH    1 2
 KA1121
 KA1121.Superseded values are not recommended for survey control.
 KA1121
 KA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1121.See file dsdata.pdf to determine how the superseded data were derived.
 KA1121
 KA1121_MARKER: DB = BENCH MARK DISK
 KA1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1121_STAMPING: H 293 1956
 KA1121_MARK LOGO: CGS
 KA1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1121+STABILITY: SURFACE MOTION
 KA1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1121+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2004
 KA1121
 KA1121  HISTORY     - Date     Condition        Report By
 KA1121  HISTORY     - 1956     MONUMENTED       CGS
 KA1121  HISTORY     - 1986     GOOD             USPSQD
 KA1121  HISTORY     - 1990     GOOD             USPSQD
 KA1121  HISTORY     - 20040227 GOOD             USI
 KA1121
 KA1121                          STATION DESCRIPTION
 KA1121
 KA1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1121'3.7 MI NE FROM PRAIRIETON.
 KA1121'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE
 KA1121'METHODIST CHURCH AT PRAIRIETON, IN SECTION 7, T.11 N., R.9 W., AT
 KA1121'THE ENTRANCE TO FEDERAL PENITENTIARY, 112 FEET WEST OF CENTER
 KA1121'LINE OF HIGHWAY, 152 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION
 KA1121'OF HIGHWAY AND ENTRANCE ROAD, 122 FEET WEST OF CENTER OF JUNCTION
 KA1121'OF HIGHWAY AND SPRING HILL ROAD LEADING EAST, 33 FEET SOUTH OF
 KA1121'CENTER LINE OF ENTRANCE ROAD, 14 FEET NORTH OF A 24-INCH HACKBERRY
 KA1121'TREE WHICH IS IN A FENCE LINE, 2 FEET EAST OF A FENCE CORNER,
 KA1121'2 FEET NORTH-NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1121'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1121'1 INCH.
 KA1121
 KA1121                          STATION RECOVERY (1986)
 KA1121
 KA1121'RECOVERY NOTE BY US POWER SQUADRON 1986 (BDS)
 KA1121'RECOVERED IN GOOD CONDITION.
 KA1121
 KA1121                          STATION RECOVERY (1990)
 KA1121
 KA1121'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1121'RECOVERED IN GOOD CONDITION.
 KA1121
 KA1121                          STATION RECOVERY (2004)
 KA1121
 KA1121'RECOVERY NOTE BY USI CONSULTANTS INC 2004 (DH)
 KA1121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1258 ***********************************************************************
 KA1258  DESIGNATION -  H 294
 KA1258  PID         -  KA1258
 KA1258  STATE/COUNTY-  IN/VIGO
 KA1258  COUNTRY     -  US
 KA1258  USGS QUAD   -  DENNISON (2018)
 KA1258
 KA1258                         *CURRENT SURVEY CONTROL
 KA1258  ______________________________________________________________________
 KA1258* NAD 83(1986) POSITION- 39 28 27.     (N) 087 30 03.     (W)   SCALED
 KA1258* NAVD 88 ORTHO HEIGHT -   152.256 (meters)      499.53  (feet) ADJUSTED
 KA1258  ______________________________________________________________________
 KA1258  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KA1258  DYNAMIC HEIGHT  -        152.169 (meters)      499.24  (feet) COMP
 KA1258  MODELED GRAVITY -    980,059.4   (mgal)                       NAVD 88
 KA1258
 KA1258  VERT ORDER      -  FIRST     CLASS II
 KA1258
 KA1258.The horizontal coordinates were scaled from a map and have
 KA1258.an estimated accuracy of +/- 6 seconds.
 KA1258
 KA1258.The orthometric height was determined by differential leveling and
 KA1258.adjusted by the NATIONAL GEODETIC SURVEY
 KA1258.in June 1991.
 KA1258
 KA1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1258.GEOID18 height accuracy estimate available here.
 KA1258
 KA1258.Click photographs - Photos may exist for this station.
 KA1258
 KA1258.The dynamic height is computed by dividing the NAVD 88
 KA1258.geopotential number by the normal gravity value computed on the
 KA1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1258.degrees latitude (g = 980.6199 gals.).
 KA1258
 KA1258.The modeled gravity was interpolated from observed gravity values.
 KA1258
 KA1258;                    North         East    Units  Estimated Accuracy
 KA1258;SPC IN W     -   469,220.      864,080.      MT  (+/- 180 meters Scaled)
 KA1258
 KA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ569695(NAD 83)
 KA1258
 KA1258                          SUPERSEDED SURVEY CONTROL
 KA1258
 KA1258  NGVD 29 (??/??/92)  152.357  (m)          499.86   (f) ADJ UNCH    1 2
 KA1258
 KA1258.Superseded values are not recommended for survey control.
 KA1258
 KA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1258.See file dsdata.pdf to determine how the superseded data were derived.
 KA1258
 KA1258_MARKER: DB = BENCH MARK DISK
 KA1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1258_SP_SET: BRIDGE
 KA1258_STAMPING: H 294 1956
 KA1258_MARK LOGO: CGS
 KA1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1258
 KA1258  HISTORY     - Date     Condition        Report By
 KA1258  HISTORY     - 1956     MONUMENTED       CGS
 KA1258
 KA1258                          STATION DESCRIPTION
 KA1258
 KA1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1258'3.2 MI W FROM WEST TERRE HAUTE.
 KA1258'3.15 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA1258'AT WEST TERRE HAUTE, ABOUT 0.65 MILE SOUTHWEST OF CROSSING OF
 KA1258'PARIS ROAD, IN SECTION 22, T. 12 N., R. 10 W., IN THE TOP OF
 KA1258'NORTHWEST END OF SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 KA1258'NO. 78.25 OVER WEST FORK, 8 1/2 FEET NORTHWEST OF NORTHWEST
 KA1258'RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0934 ***********************************************************************
 KA0934  DESIGNATION -  H 3
 KA0934  PID         -  KA0934
 KA0934  STATE/COUNTY-  IN/PARKE
 KA0934  COUNTRY     -  US
 KA0934  USGS QUAD   -  BRAZIL EAST (2019)
 KA0934
 KA0934                         *CURRENT SURVEY CONTROL
 KA0934  ______________________________________________________________________
 KA0934* NAD 83(1986) POSITION- 39 36 17.     (N) 087 02 10.     (W)   SCALED
 KA0934* NAVD 88 ORTHO HEIGHT -   229.560 (meters)      753.15  (feet) ADJUSTED
 KA0934  ______________________________________________________________________
 KA0934  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 KA0934  DYNAMIC HEIGHT  -        229.429 (meters)      752.72  (feet) COMP
 KA0934  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 KA0934
 KA0934  VERT ORDER      -  FIRST     CLASS II
 KA0934
 KA0934.The horizontal coordinates were scaled from a map and have
 KA0934.an estimated accuracy of +/- 6 seconds.
 KA0934
 KA0934.The orthometric height was determined by differential leveling and
 KA0934.adjusted by the NATIONAL GEODETIC SURVEY
 KA0934.in June 1991.
 KA0934
 KA0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0934.GEOID18 height accuracy estimate available here.
 KA0934
 KA0934.Click photographs - Photos may exist for this station.
 KA0934
 KA0934.The dynamic height is computed by dividing the NAVD 88
 KA0934.geopotential number by the normal gravity value computed on the
 KA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0934.degrees latitude (g = 980.6199 gals.).
 KA0934
 KA0934.The modeled gravity was interpolated from observed gravity values.
 KA0934
 KA0934;                    North         East    Units  Estimated Accuracy
 KA0934;SPC IN W     -   483,630.      904,060.      MT  (+/- 180 meters Scaled)
 KA0934
 KA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ968838(NAD 83)
 KA0934
 KA0934                          SUPERSEDED SURVEY CONTROL
 KA0934
 KA0934  NGVD 29 (??/??/92)  229.668  (m)          753.50   (f) ADJ UNCH    1 2
 KA0934
 KA0934.Superseded values are not recommended for survey control.
 KA0934
 KA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0934.See file dsdata.pdf to determine how the superseded data were derived.
 KA0934
 KA0934_MARKER: DB = BENCH MARK DISK
 KA0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0934_SP_SET: PIER
 KA0934_STAMPING: H 3 ELEV 753.519 FT
 KA0934_MARK LOGO: CGS
 KA0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0934
 KA0934  HISTORY     - Date     Condition        Report By
 KA0934  HISTORY     - 1916     MONUMENTED       CGS
 KA0934  HISTORY     - 1946     GOOD             CGS
 KA0934  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0934
 KA0934                          STATION DESCRIPTION
 KA0934
 KA0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0934'AT LENA.
 KA0934'AT LENA, ON THE NEW YORK CENTRAL RAILROAD, 0.1 MILE WEST OF THE
 KA0934'STATION, AT MILEAGE POLE 48-45, IN THE TOP OF AN ABANDONED
 KA0934'FOUNDATION FOR A PIER UNDER THE ROAD OVERPASS, 31 FEET NORTH OF
 KA0934'THE CENTERLINE OF THE NORTH TRACK, AND 1.5 FEET LOWER THAN THE
 KA0934'TRACK.  A STANDARD DISK, STAMPED H 3 ELEV 753.519 FT.
 KA0934
 KA0934                          STATION RECOVERY (1985)
 KA0934
 KA0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0934'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1166 ***********************************************************************
 LB1166  DESIGNATION -  H 30
 LB1166  PID         -  LB1166
 LB1166  STATE/COUNTY-  IN/WHITE
 LB1166  COUNTRY     -  US
 LB1166  USGS QUAD   -  BROOKSTON (2019)
 LB1166
 LB1166                         *CURRENT SURVEY CONTROL
 LB1166  ______________________________________________________________________
 LB1166* NAD 83(1986) POSITION- 40 35 52.     (N) 086 52 01.     (W)   SCALED
 LB1166* NAVD 88 ORTHO HEIGHT -   205.342 (meters)      673.69  (feet) ADJUSTED
 LB1166  ______________________________________________________________________
 LB1166  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 LB1166  DYNAMIC HEIGHT  -        205.244 (meters)      673.37  (feet) COMP
 LB1166  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 LB1166
 LB1166  VERT ORDER      -  SECOND    CLASS 0
 LB1166
 LB1166.The horizontal coordinates were scaled from a map and have
 LB1166.an estimated accuracy of +/- 6 seconds.
 LB1166
 LB1166.The orthometric height was determined by differential leveling and
 LB1166.adjusted by the NATIONAL GEODETIC SURVEY
 LB1166.in June 1991.
 LB1166
 LB1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1166.GEOID18 height accuracy estimate available here.
 LB1166
 LB1166.Click photographs - Photos may exist for this station.
 LB1166
 LB1166.The dynamic height is computed by dividing the NAVD 88
 LB1166.geopotential number by the normal gravity value computed on the
 LB1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1166.degrees latitude (g = 980.6199 gals.).
 LB1166
 LB1166.The modeled gravity was interpolated from observed gravity values.
 LB1166
 LB1166;                    North         East    Units  Estimated Accuracy
 LB1166;SPC IN W     -   593,920.      918,320.      MT  (+/- 180 meters Scaled)
 LB1166
 LB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK112941(NAD 83)
 LB1166
 LB1166                          SUPERSEDED SURVEY CONTROL
 LB1166
 LB1166  NGVD 29 (??/??/92)  205.430  (m)          673.98   (f) ADJ UNCH    2 0
 LB1166
 LB1166.Superseded values are not recommended for survey control.
 LB1166
 LB1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1166.See file dsdata.pdf to determine how the superseded data were derived.
 LB1166
 LB1166_MARKER: DB = BENCH MARK DISK
 LB1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1166_STAMPING: H 30 1934
 LB1166_MARK LOGO: CGS
 LB1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1166+STABILITY: SURFACE MOTION
 LB1166
 LB1166  HISTORY     - Date     Condition        Report By
 LB1166  HISTORY     - 1934     MONUMENTED       CGS
 LB1166  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB1166
 LB1166                          STATION DESCRIPTION
 LB1166
 LB1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1166'AT BROOKSTON.
 LB1166'AT BROOKSTON, WHITE COUNTY, ALONG THE CHICAGO TO LOUISVILLE
 LB1166'DIVISION OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY,
 LB1166'ABOUT 1,418 FEET SOUTH OF THE STATION, IN THE SOUTHWEST CORNER
 LB1166'OF A GRAVEL-ROAD CROSSING, 70 YARDS NORTHEAST OF THE EAST ENTRANCE
 LB1166'TO THE PRAIRIE TOWNSHIP SCHOOL BUILDING, 27.5 FEET WEST OF THE
 LB1166'WEST RAIL, 27.5 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, AND
 LB1166'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 30 1934 AND
 LB1166'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOVE GROUND.
 LB1166'NOTE-- THE MARK WAS PROBABLY DESTROYED OR COVERED BY CONSTRUCTION
 LB1166'OF A CONCRETE SIDEWALK WHEN THE STREET WAS WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0972 ***********************************************************************
 MD0972  DESIGNATION -  H 305
 MD0972  PID         -  MD0972
 MD0972  STATE/COUNTY-  IN/ALLEN
 MD0972  COUNTRY     -  US
 MD0972  USGS QUAD   -  CHURUBUSCO (2019)
 MD0972
 MD0972                         *CURRENT SURVEY CONTROL
 MD0972  ______________________________________________________________________
 MD0972* NAD 83(1986) POSITION- 41 10 30.     (N) 085 16 08.     (W)   SCALED
 MD0972* NAVD 88 ORTHO HEIGHT -   255.295 (meters)      837.58  (feet) ADJUSTED
 MD0972  ______________________________________________________________________
 MD0972  GEOID HEIGHT    -        -32.758 (meters)                     GEOID18
 MD0972  DYNAMIC HEIGHT  -        255.199 (meters)      837.27  (feet) COMP
 MD0972  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MD0972
 MD0972  VERT ORDER      -  SECOND    CLASS 0
 MD0972
 MD0972.The horizontal coordinates were scaled from a map and have
 MD0972.an estimated accuracy of +/- 6 seconds.
 MD0972
 MD0972.The orthometric height was determined by differential leveling and
 MD0972.adjusted by the NATIONAL GEODETIC SURVEY
 MD0972.in June 1991.
 MD0972
 MD0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0972.GEOID18 height accuracy estimate available here.
 MD0972
 MD0972.Click photographs - Photos may exist for this station.
 MD0972
 MD0972.The dynamic height is computed by dividing the NAVD 88
 MD0972.geopotential number by the normal gravity value computed on the
 MD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0972.degrees latitude (g = 980.6199 gals.).
 MD0972
 MD0972.The modeled gravity was interpolated from observed gravity values.
 MD0972
 MD0972;                    North         East    Units  Estimated Accuracy
 MD0972;SPC IN E     -   658,070.      133,380.      MT  (+/- 180 meters Scaled)
 MD0972
 MD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL452596(NAD 83)
 MD0972
 MD0972                          SUPERSEDED SURVEY CONTROL
 MD0972
 MD0972  NGVD 29 (??/??/92)  255.452  (m)          838.10   (f) ADJ UNCH    2 0
 MD0972
 MD0972.Superseded values are not recommended for survey control.
 MD0972
 MD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0972.See file dsdata.pdf to determine how the superseded data were derived.
 MD0972
 MD0972_MARKER: DB = BENCH MARK DISK
 MD0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0972_SP_SET: FOUNDATION
 MD0972_STAMPING: H 305 1963
 MD0972_MARK LOGO: CGS
 MD0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0972
 MD0972  HISTORY     - Date     Condition        Report By
 MD0972  HISTORY     - 1963     MONUMENTED       CGS
 MD0972
 MD0972                          STATION DESCRIPTION
 MD0972
 MD0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0972'4.8 MI SSE FROM CHURUBUSCO.
 MD0972'LOCATED ON A BRIDGE 4.8 MILES SOUTH-SOUTHEAST FROM CHURUBUSCO
 MD0972'ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF INDIANA STATE HIGHWAY
 MD0972'205 AND U.S. HIGHWAY 33 (WHITLEY AND MAIN STREETS IN CHURUBUSCO).
 MD0972'MARK IS SET IN FOUNDATION OF SOUTHEAST CORNER OF BRIDGE, AND
 MD0972'IS 28.0 FEET EAST SOUTHEAST OF EAST EDGE OF DITCH.  33.8 FEET
 MD0972'NORTH NORTHWEST OF ANCHOR POLE, 19.6 FEET SOUTHEAST OF CENTERLINE
 MD0972'OF U.S. HIGHWAY 33 AND 4.8 FEET WEST OF SOUTHEAST CORNER OF
 MD0972'BRIDGE.  MARK IS STAMPED H 305 1963, SET IN A DRILL HOLE AND
 MD0972'CEMENTED IN FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1455 ***********************************************************************
 MD1455  DESIGNATION -  H 305 RESET
 MD1455  PID         -  MD1455
 MD1455  STATE/COUNTY-  IN/ALLEN
 MD1455  COUNTRY     -  US
 MD1455  USGS QUAD   -  CHURUBUSCO (2019)
 MD1455
 MD1455                         *CURRENT SURVEY CONTROL
 MD1455  ______________________________________________________________________
 MD1455* NAD 83(1986) POSITION- 41 10 30.     (N) 085 16 08.     (W)   SCALED
 MD1455* NAVD 88 ORTHO HEIGHT -   255.54  (meters)      838.4   (feet) RESET
 MD1455  ______________________________________________________________________
 MD1455  GEOID HEIGHT    -        -32.758 (meters)                     GEOID18
 MD1455  VERT ORDER      -  THIRD
 MD1455
 MD1455.The horizontal coordinates were scaled from a map and have
 MD1455.an estimated accuracy of +/- 6 seconds.
 MD1455
 MD1455.The orthometric height was computed from unverified reset data.
 MD1455
 MD1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1455.GEOID18 height accuracy estimate available here.
 MD1455
 MD1455.Click photographs - Photos may exist for this station.
 MD1455
 MD1455;                    North         East    Units  Estimated Accuracy
 MD1455;SPC IN E     -   658,070.      133,380.      MT  (+/- 180 meters Scaled)
 MD1455
 MD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL452596(NAD 83)
 MD1455
 MD1455                          SUPERSEDED SURVEY CONTROL
 MD1455
 MD1455  NGVD 29 (08/22/16)  255.70   (m)          838.9    (f) RESET       3  
 MD1455
 MD1455.Superseded values are not recommended for survey control.
 MD1455
 MD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1455.See file dsdata.pdf to determine how the superseded data were derived.
 MD1455
 MD1455_MARKER: DV = VERTICAL CONTROL DISK
 MD1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1455_STAMPING: H 305 RESET 1983
 MD1455_MARK LOGO: NGS
 MD1455_PROJECTION: FLUSH
 MD1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1455+STABILITY: SURFACE MOTION
 MD1455
 MD1455  HISTORY     - Date     Condition        Report By
 MD1455  HISTORY     - 1983     MONUMENTED       NGS
 MD1455
 MD1455                          STATION DESCRIPTION
 MD1455
 MD1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MD1455'7.7 KM (4.75 MI) SSE FROM CHURUBUSCO.
 MD1455'7.7 KM (4.75 MI) SOUTH-SOUTHEAST FROM THE CHURUBUSCO ALONG U.S.
 MD1455'HIGHWAY 33 FROM THE JUNCTION OF INDIANA STATE HIGHWAY 205 AND U.S.
 MD1455'HIGHWAY 33 (WHITLEY AND MAIN STREETS) IN CHURUBUSCO, 16.5 METERS
 MD1455'(54.0 FEET) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 33, 15.9 METERS
 MD1455'(52.0 FEET) EAST-SOUTHEAST OF A FIELD ENTRANCE, AND 0.6 METER
 MD1455'(2.0 FEET) EAST-SOUTHEAST OF A UTILITY POLE.
 MD1455'THE MARK IS 2.0 FT  SE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0461 ***********************************************************************
 JA0461  DESIGNATION -  H 306
 JA0461  PID         -  JA0461
 JA0461  STATE/COUNTY-  IN/HARRISON
 JA0461  COUNTRY     -  US
 JA0461  USGS QUAD   -  MAUCKPORT (2019)
 JA0461
 JA0461                         *CURRENT SURVEY CONTROL
 JA0461  ______________________________________________________________________
 JA0461* NAD 83(1986) POSITION- 38 01 01.     (N) 086 10 55.     (W)   SCALED
 JA0461* NAVD 88 ORTHO HEIGHT -   129.336 (meters)      424.33  (feet) ADJUSTED
 JA0461  ______________________________________________________________________
 JA0461  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JA0461  DYNAMIC HEIGHT  -        129.245 (meters)      424.03  (feet) COMP
 JA0461  MODELED GRAVITY -    979,924.8   (mgal)                       NAVD 88
 JA0461
 JA0461  VERT ORDER      -  FIRST     CLASS II
 JA0461
 JA0461.The horizontal coordinates were scaled from a map and have
 JA0461.an estimated accuracy of +/- 6 seconds.
 JA0461
 JA0461.The orthometric height was determined by differential leveling and
 JA0461.adjusted by the NATIONAL GEODETIC SURVEY
 JA0461.in June 1991.
 JA0461
 JA0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0461.GEOID18 height accuracy estimate available here.
 JA0461
 JA0461.Click photographs - Photos may exist for this station.
 JA0461
 JA0461.The dynamic height is computed by dividing the NAVD 88
 JA0461.geopotential number by the normal gravity value computed on the
 JA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0461.degrees latitude (g = 980.6199 gals.).
 JA0461
 JA0461.The modeled gravity was interpolated from observed gravity values.
 JA0461
 JA0461;                    North         East    Units  Estimated Accuracy
 JA0461;SPC IN E     -   307,500.       54,750.      MT  (+/- 180 meters Scaled)
 JA0461
 JA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH718080(NAD 83)
 JA0461
 JA0461                          SUPERSEDED SURVEY CONTROL
 JA0461
 JA0461  NGVD 29 (??/??/92)  129.454  (m)          424.72   (f) ADJ UNCH    1 2
 JA0461
 JA0461.Superseded values are not recommended for survey control.
 JA0461
 JA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0461.See file dsdata.pdf to determine how the superseded data were derived.
 JA0461
 JA0461_MARKER: DB = BENCH MARK DISK
 JA0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0461_SP_SET: BRIDGE
 JA0461_STAMPING: H 306 1964
 JA0461_MARK LOGO: CGS
 JA0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0461
 JA0461  HISTORY     - Date     Condition        Report By
 JA0461  HISTORY     - 1964     MONUMENTED       CGS
 JA0461  HISTORY     - 1965     GOOD             CGS
 JA0461
 JA0461                          STATION DESCRIPTION
 JA0461
 JA0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0461'1.1 MI E FROM MAUCKPORT.
 JA0461'1.1 MILES EAST ALONG STATE HIGHWAY 135 FROM THE HIGHWAY BRIDGE
 JA0461'OVER LICK RUN AT MAUCKPORT, SET IN THE TOP NEAR THE SOUTHWEST
 JA0461'END OF THE SOUTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER BUCK
 JA0461'CREEK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT,
 JA0461'16.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 JA0461'ABOUT LEVEL WITH THE HIGHWAY.  SEC 3 T 6 S R 3 E.
 JA0461
 JA0461                          STATION RECOVERY (1965)
 JA0461
 JA0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2148 ***********************************************************************
 JA2148  DESIGNATION -  H 306 RESET
 JA2148  PID         -  JA2148
 JA2148  STATE/COUNTY-  IN/HARRISON
 JA2148  COUNTRY     -  US
 JA2148  USGS QUAD   -  MAUCKPORT (2019)
 JA2148
 JA2148                         *CURRENT SURVEY CONTROL
 JA2148  ______________________________________________________________________
 JA2148* NAD 83(1986) POSITION- 38 01 01.     (N) 086 10 55.     (W)   SCALED
 JA2148* NAVD 88 ORTHO HEIGHT -   129.14  (meters)      423.7   (feet) RESET
 JA2148  ______________________________________________________________________
 JA2148  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JA2148  VERT ORDER      -  THIRD
 JA2148
 JA2148.The horizontal coordinates were scaled from a map and have
 JA2148.an estimated accuracy of +/- 6 seconds.
 JA2148
 JA2148.The orthometric height was computed from unverified reset data.
 JA2148
 JA2148.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2148.GEOID18 height accuracy estimate available here.
 JA2148
 JA2148.Click photographs - Photos may exist for this station.
 JA2148
 JA2148;                    North         East    Units  Estimated Accuracy
 JA2148;SPC IN E     -   307,500.       54,750.      MT  (+/- 180 meters Scaled)
 JA2148
 JA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH718080(NAD 83)
 JA2148
 JA2148                          SUPERSEDED SURVEY CONTROL
 JA2148
 JA2148  NGVD 29 (08/22/16)  129.26   (m)          424.1    (f) RESET       3  
 JA2148
 JA2148.Superseded values are not recommended for survey control.
 JA2148
 JA2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2148.See file dsdata.pdf to determine how the superseded data were derived.
 JA2148
 JA2148_MARKER: DV = VERTICAL CONTROL DISK
 JA2148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA2148_SP_SET: WINGWALL
 JA2148_STAMPING: H 306 RESET 1987
 JA2148_MARK LOGO: NGS
 JA2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2148
 JA2148  HISTORY     - Date     Condition        Report By
 JA2148  HISTORY     - 1987     MONUMENTED       NGS
 JA2148
 JA2148                          STATION DESCRIPTION
 JA2148
 JA2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 JA2148'IN MAUCKPORT.
 JA2148'ON STATE ROUTE 11 OVER BUCK CREEK, APPROXIMATELY 0.9 MILES EAST OF
 JA2148'STATE ROUTE 135, MARK IS SET IN THE NORTHWEST PART OF NEW BRIDGE OVER
 JA2148'BUCK CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0657 ***********************************************************************
 JA0657  DESIGNATION -  H 309
 JA0657  PID         -  JA0657
 JA0657  STATE/COUNTY-  IN/LAWRENCE
 JA0657  COUNTRY     -  US
 JA0657  USGS QUAD   -  GEORGIA (2019)
 JA0657
 JA0657                         *CURRENT SURVEY CONTROL
 JA0657  ______________________________________________________________________
 JA0657* NAD 83(1986) POSITION- 38 43 12.     (N) 086 36 20.     (W)   SCALED
 JA0657* NAVD 88 ORTHO HEIGHT -   187.748 (meters)      615.97  (feet) ADJUSTED
 JA0657  ______________________________________________________________________
 JA0657  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 JA0657  DYNAMIC HEIGHT  -        187.626 (meters)      615.57  (feet) COMP
 JA0657  MODELED GRAVITY -    979,974.0   (mgal)                       NAVD 88
 JA0657
 JA0657  VERT ORDER      -  FIRST     CLASS II
 JA0657
 JA0657.The horizontal coordinates were scaled from a map and have
 JA0657.an estimated accuracy of +/- 6 seconds.
 JA0657
 JA0657.The orthometric height was determined by differential leveling and
 JA0657.adjusted by the NATIONAL GEODETIC SURVEY
 JA0657.in June 1991.
 JA0657
 JA0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0657.GEOID18 height accuracy estimate available here.
 JA0657
 JA0657.Click photographs - Photos may exist for this station.
 JA0657
 JA0657.The dynamic height is computed by dividing the NAVD 88
 JA0657.geopotential number by the normal gravity value computed on the
 JA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0657.degrees latitude (g = 980.6199 gals.).
 JA0657
 JA0657.The modeled gravity was interpolated from observed gravity values.
 JA0657
 JA0657;                    North         East    Units  Estimated Accuracy
 JA0657;SPC IN W     -   385,520.      941,550.      MT  (+/- 180 meters Scaled)
 JA0657
 JA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH342857(NAD 83)
 JA0657
 JA0657                          SUPERSEDED SURVEY CONTROL
 JA0657
 JA0657  NGVD 29 (??/??/92)  187.867  (m)          616.36   (f) ADJ UNCH    1 2
 JA0657
 JA0657.Superseded values are not recommended for survey control.
 JA0657
 JA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0657.See file dsdata.pdf to determine how the superseded data were derived.
 JA0657
 JA0657_MARKER: DB = BENCH MARK DISK
 JA0657_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0657_SP_SET: CULVERT HEADWALL
 JA0657_STAMPING: H 309 1965
 JA0657_MARK LOGO: CGS
 JA0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0657+STABILITY: SURFACE MOTION
 JA0657
 JA0657  HISTORY     - Date     Condition        Report By
 JA0657  HISTORY     - 1965     MONUMENTED       CGS
 JA0657
 JA0657                          STATION DESCRIPTION
 JA0657
 JA0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0657'3.6 MI E FROM HURON.
 JA0657'ABOUT 3.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0657'THE CROSSING OF ROAD NUMBER 1036W AT HURON, 5 POLES WEST OF
 JA0657'MILEPOST 134-10, 6.5 FEET NORTH OF THE NORTH RAIL, SET IN THE
 JA0657'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A CONCRETE
 JA0657'CULVERT, 94 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 60,
 JA0657'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- IN SECTION 2, T 3 N,
 JA0657'R 2 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0737 ***********************************************************************
 LB0737  DESIGNATION -  H 31
 LB0737  PID         -  LB0737
 LB0737  STATE/COUNTY-  IN/TIPPECANOE
 LB0737  COUNTRY     -  US
 LB0737  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0737
 LB0737                         *CURRENT SURVEY CONTROL
 LB0737  ______________________________________________________________________
 LB0737* NAD 83(1986) POSITION- 40 24 23.     (N) 086 54 01.     (W)   SCALED
 LB0737* NAVD 88 ORTHO HEIGHT -   174.697 (meters)      573.15  (feet) ADJUSTED
 LB0737  ______________________________________________________________________
 LB0737  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 LB0737  DYNAMIC HEIGHT  -        174.612 (meters)      572.87  (feet) COMP
 LB0737  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 LB0737
 LB0737  VERT ORDER      -  SECOND    CLASS 0
 LB0737
 LB0737.The horizontal coordinates were scaled from a map and have
 LB0737.an estimated accuracy of +/- 6 seconds.
 LB0737
 LB0737.The orthometric height was determined by differential leveling and
 LB0737.adjusted by the NATIONAL GEODETIC SURVEY
 LB0737.in June 1991.
 LB0737
 LB0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0737.GEOID18 height accuracy estimate available here.
 LB0737
 LB0737.Click photographs - Photos may exist for this station.
 LB0737
 LB0737.The dynamic height is computed by dividing the NAVD 88
 LB0737.geopotential number by the normal gravity value computed on the
 LB0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0737.degrees latitude (g = 980.6199 gals.).
 LB0737
 LB0737.The modeled gravity was interpolated from observed gravity values.
 LB0737
 LB0737;                    North         East    Units  Estimated Accuracy
 LB0737;SPC IN W     -   572,660.      915,540.      MT  (+/- 180 meters Scaled)
 LB0737
 LB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK084728(NAD 83)
 LB0737
 LB0737                          SUPERSEDED SURVEY CONTROL
 LB0737
 LB0737  NGVD 29 (??/??/92)  174.795  (m)          573.47   (f) ADJ UNCH    2 0
 LB0737
 LB0737.Superseded values are not recommended for survey control.
 LB0737
 LB0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0737.See file dsdata.pdf to determine how the superseded data were derived.
 LB0737
 LB0737_MARKER: DB = BENCH MARK DISK
 LB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0737_STAMPING: H 31 1934
 LB0737_MARK LOGO: CGS
 LB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0737+STABILITY: SURFACE MOTION
 LB0737
 LB0737  HISTORY     - Date     Condition        Report By
 LB0737  HISTORY     - 1934     MONUMENTED       CGS
 LB0737  HISTORY     - 1946     GOOD             CGS
 LB0737  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0737
 LB0737                          STATION DESCRIPTION
 LB0737
 LB0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0737'AT LAFAYETTE.
 LB0737'AT LAFAYETTE, TIPPECANOE COUNTY, 0.8 MILE SOUTH OF THE NEW
 LB0737'YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 0.2 MILE NORTH OF
 LB0737'THE SWITCH TOWER AT LAFAYETTE JUNCTION, 60 YARDS NORTH OF THE
 LB0737'CENTER OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0737'RAILWAY, 28 YARDS SOUTH OF C.I. AND L.RY. MILEPOST 121, 29.9
 LB0737'FEET EAST OF THE EAST RAIL OF THE N.Y.C. AND ST.L.R.R., 13.1
 LB0737'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE C.I.AND L.
 LB0737'RY., AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LB0737'DISK, STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0737'PROJECTING 1 FOOT ABOVE GROUND.
 LB0737
 LB0737                          STATION RECOVERY (1961)
 LB0737
 LB0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0104 ***********************************************************************
 JA0104  DESIGNATION -  H 310
 JA0104  PID         -  JA0104
 JA0104  STATE/COUNTY-  IN/ORANGE
 JA0104  COUNTRY     -  US
 JA0104  USGS QUAD   -  PAOLI (2019)
 JA0104
 JA0104                         *CURRENT SURVEY CONTROL
 JA0104  ______________________________________________________________________
 JA0104* NAD 83(1986) POSITION- 38 30 33.     (N) 086 26 40.     (W)   SCALED
 JA0104* NAVD 88 ORTHO HEIGHT -   230.591 (meters)      756.53  (feet) ADJUSTED
 JA0104  ______________________________________________________________________
 JA0104  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 JA0104  DYNAMIC HEIGHT  -        230.431 (meters)      756.01  (feet) COMP
 JA0104  MODELED GRAVITY -    979,930.0   (mgal)                       NAVD 88
 JA0104
 JA0104  VERT ORDER      -  FIRST     CLASS II
 JA0104
 JA0104.The horizontal coordinates were scaled from a map and have
 JA0104.an estimated accuracy of +/- 6 seconds.
 JA0104
 JA0104.The orthometric height was determined by differential leveling and
 JA0104.adjusted by the NATIONAL GEODETIC SURVEY
 JA0104.in June 1991.
 JA0104
 JA0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0104.GEOID18 height accuracy estimate available here.
 JA0104
 JA0104.Click photographs - Photos may exist for this station.
 JA0104
 JA0104.The dynamic height is computed by dividing the NAVD 88
 JA0104.geopotential number by the normal gravity value computed on the
 JA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0104.degrees latitude (g = 980.6199 gals.).
 JA0104
 JA0104.The modeled gravity was interpolated from observed gravity values.
 JA0104
 JA0104;                    North         East    Units  Estimated Accuracy
 JA0104;SPC IN W     -   362,200.      955,720.      MT  (+/- 180 meters Scaled)
 JA0104
 JA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH484624(NAD 83)
 JA0104
 JA0104                          SUPERSEDED SURVEY CONTROL
 JA0104
 JA0104  NGVD 29 (??/??/92)  230.695  (m)          756.87   (f) ADJ UNCH    1 2
 JA0104
 JA0104.Superseded values are not recommended for survey control.
 JA0104
 JA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0104.See file dsdata.pdf to determine how the superseded data were derived.
 JA0104
 JA0104_MARKER: DB = BENCH MARK DISK
 JA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0104_STAMPING: H 309 1965
 JA0104_MARK LOGO: CGS
 JA0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0104+STABILITY: SURFACE MOTION
 JA0104
 JA0104  HISTORY     - Date     Condition        Report By
 JA0104  HISTORY     - 1965     MONUMENTED       CGS
 JA0104
 JA0104                          STATION DESCRIPTION
 JA0104
 JA0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0104'3.9 MI S FROM PAOLI.
 JA0104'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JA0104'AT PAOLI, IN SECTION 19, T 1 N, R 1 E, 97 FEET NORTHEAST OF THE
 JA0104'CENTER OF A JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING
 JA0104'TO THE RESIDENCE OF MR. ELBERT H. WESNER, 66 FEET NORTH OF
 JA0104'TELEPHONE POLE NUMBER 170, 1.5 FEET SOUTH OF A METAL WITNESS
 JA0104'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0104'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0710 ***********************************************************************
 JA0710  DESIGNATION -  H 311
 JA0710  PID         -  JA0710
 JA0710  STATE/COUNTY-  IN/MARTIN
 JA0710  COUNTRY     -  US
 JA0710  USGS QUAD   -  SHOALS (2019)
 JA0710
 JA0710                         *CURRENT SURVEY CONTROL
 JA0710  ______________________________________________________________________
 JA0710* NAD 83(1986) POSITION- 38 40 36.     (N) 086 50 17.     (W)   SCALED
 JA0710* NAVD 88 ORTHO HEIGHT -   146.115 (meters)      479.38  (feet) ADJUSTED
 JA0710  ______________________________________________________________________
 JA0710  GEOID HEIGHT    -        -32.783 (meters)                     GEOID18
 JA0710  DYNAMIC HEIGHT  -        146.020 (meters)      479.07  (feet) COMP
 JA0710  MODELED GRAVITY -    979,974.1   (mgal)                       NAVD 88
 JA0710
 JA0710  VERT ORDER      -  FIRST     CLASS II
 JA0710
 JA0710.The horizontal coordinates were scaled from a map and have
 JA0710.an estimated accuracy of +/- 6 seconds.
 JA0710
 JA0710.The orthometric height was determined by differential leveling and
 JA0710.adjusted by the NATIONAL GEODETIC SURVEY
 JA0710.in June 1991.
 JA0710
 JA0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0710.GEOID18 height accuracy estimate available here.
 JA0710
 JA0710.Click photographs - Photos may exist for this station.
 JA0710
 JA0710.The dynamic height is computed by dividing the NAVD 88
 JA0710.geopotential number by the normal gravity value computed on the
 JA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0710.degrees latitude (g = 980.6199 gals.).
 JA0710
 JA0710.The modeled gravity was interpolated from observed gravity values.
 JA0710
 JA0710;                    North         East    Units  Estimated Accuracy
 JA0710;SPC IN W     -   380,630.      921,340.      MT  (+/- 180 meters Scaled)
 JA0710
 JA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH140809(NAD 83)
 JA0710
 JA0710                          SUPERSEDED SURVEY CONTROL
 JA0710
 JA0710  NGVD 29 (??/??/92)  146.242  (m)          479.80   (f) ADJ UNCH    1 2
 JA0710
 JA0710.Superseded values are not recommended for survey control.
 JA0710
 JA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0710.See file dsdata.pdf to determine how the superseded data were derived.
 JA0710
 JA0710_MARKER: DB = BENCH MARK DISK
 JA0710_SETTING: 66 = SET IN ROCK OUTCROP
 JA0710_STAMPING: H 311 1965
 JA0710_MARK LOGO: CGS
 JA0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0710+STABILITY: POSITION/ELEVATION WELL
 JA0710
 JA0710  HISTORY     - Date     Condition        Report By
 JA0710  HISTORY     - 1965     MONUMENTED       CGS
 JA0710
 JA0710                          STATION DESCRIPTION
 JA0710
 JA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0710'4.1 MI W FROM SHOALS.
 JA0710'ABOUT 4.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0710'THE STATION AT SHOALS, IN SECTION 22, T 3 N, R 4 W, 4 POLES WEST
 JA0710'OF MILEPOST 150-40, 200 FEET WEST OF THE CENTER OF A CROSSING OF
 JA0710'THE RAILROAD AND A PRIVATE ROAD, 45 1/2 FEET NORTH OF THE NORTH
 JA0710'RAIL, SET IN THE TOP OF A ROCK OUTCROP, ABOUT 2 FEET ABOVE
 JA0710'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0244 ***********************************************************************
 JA0244  DESIGNATION -  H 312
 JA0244  PID         -  JA0244
 JA0244  STATE/COUNTY-  IN/HARRISON
 JA0244  COUNTRY     -  US
 JA0244  USGS QUAD   -  DEPAUW (2019)
 JA0244
 JA0244                         *CURRENT SURVEY CONTROL
 JA0244  ______________________________________________________________________
 JA0244* NAD 83(1986) POSITION- 38 18 53.     (N) 086 07 50.     (W)   SCALED
 JA0244* NAVD 88 ORTHO HEIGHT -   223.020 (meters)      731.69  (feet) ADJUSTED
 JA0244  ______________________________________________________________________
 JA0244  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 JA0244  DYNAMIC HEIGHT  -        222.865 (meters)      731.18  (feet) COMP
 JA0244  MODELED GRAVITY -    979,928.0   (mgal)                       NAVD 88
 JA0244
 JA0244  VERT ORDER      -  FIRST     CLASS II
 JA0244
 JA0244.The horizontal coordinates were scaled from a map and have
 JA0244.an estimated accuracy of +/- 6 seconds.
 JA0244
 JA0244.The orthometric height was determined by differential leveling and
 JA0244.adjusted by the NATIONAL GEODETIC SURVEY
 JA0244.in June 1991.
 JA0244
 JA0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0244.GEOID18 height accuracy estimate available here.
 JA0244
 JA0244.Click photographs - Photos may exist for this station.
 JA0244
 JA0244.The dynamic height is computed by dividing the NAVD 88
 JA0244.geopotential number by the normal gravity value computed on the
 JA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0244.degrees latitude (g = 980.6199 gals.).
 JA0244
 JA0244.The modeled gravity was interpolated from observed gravity values.
 JA0244
 JA0244;                    North         East    Units  Estimated Accuracy
 JA0244;SPC IN E     -   340,530.       59,430.      MT  (+/- 180 meters Scaled)
 JA0244
 JA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH760410(NAD 83)
 JA0244
 JA0244                          SUPERSEDED SURVEY CONTROL
 JA0244
 JA0244  NGVD 29 (??/??/92)  223.143  (m)          732.10   (f) ADJ UNCH    1 2
 JA0244
 JA0244.Superseded values are not recommended for survey control.
 JA0244
 JA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0244.See file dsdata.pdf to determine how the superseded data were derived.
 JA0244
 JA0244_MARKER: DB = BENCH MARK DISK
 JA0244_SETTING: 66 = SET IN ROCK OUTCROP
 JA0244_STAMPING: H 312 1965
 JA0244_MARK LOGO: CGS
 JA0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0244+STABILITY: POSITION/ELEVATION WELL
 JA0244
 JA0244  HISTORY     - Date     Condition        Report By
 JA0244  HISTORY     - 1965     MONUMENTED       CGS
 JA0244  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0244
 JA0244                          STATION DESCRIPTION
 JA0244
 JA0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0244'1.9 MI W FROM CORYDON JUNCTION.
 JA0244'1.9 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0244'CORYDON JUNCTION, IN SECTION 25, T 2 S, R 3 E, 16 1/2 RAILS WEST
 JA0244'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 9 1/2 RAILS WEST
 JA0244'OF MILEPOST NUMBER 249, 7 1/2 FEET NORTH OF THE NORTH RAIL, SET
 JA0244'IN THE TOP OF THE SOUTH SIDE OF A ROCK OUTCROP, 2.7 FEET SOUTH
 JA0244'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS.
 JA0244
 JA0244                          STATION RECOVERY (2023)
 JA0244
 JA0244'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0244'THE RAIL ROAD HAS WIDENED AND THE BANK BACK IS AROUND 25 FT (7.6 M).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1336 ***********************************************************************
 HZ1336  DESIGNATION -  H 313
 HZ1336  PID         -  HZ1336
 HZ1336  STATE/COUNTY-  IN/FLOYD
 HZ1336  COUNTRY     -  US
 HZ1336  USGS QUAD   -  NEW ALBANY (2019)
 HZ1336
 HZ1336                         *CURRENT SURVEY CONTROL
 HZ1336  ______________________________________________________________________
 HZ1336* NAD 83(2011) POSITION- 38 16 38.33386(N) 085 49 54.48761(W)   ADJUSTED
 HZ1336* NAD 83(2011) ELLIP HT-   107.277 (meters)        (06/06/23)   ADJUSTED
 HZ1336* NAD 83(2011) EPOCH   -  2010.00
 HZ1336* NAVD 88 ORTHO HEIGHT -   140.637 (meters)      461.41  (feet) ADJUSTED
 HZ1336  ______________________________________________________________________
 HZ1336  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 HZ1336  NAD 83(2011) X  -    364,404.643 (meters)                     COMP
 HZ1336  NAD 83(2011) Y  - -5,000,242.950 (meters)                     COMP
 HZ1336  NAD 83(2011) Z  -  3,929,720.786 (meters)                     COMP
 HZ1336  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 HZ1336  DYNAMIC HEIGHT  -        140.541 (meters)      461.09  (feet) COMP
 HZ1336  MODELED GRAVITY -    979,947.3   (mgal)                       NAVD 88
 HZ1336
 HZ1336  VERT ORDER      -  FIRST     CLASS II
 HZ1336
 HZ1336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1336  Standards:
 HZ1336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1336  -------------------------------------------------------------------
 HZ1336  NETWORK    0.92   2.31           0.39   0.36   1.18     -0.06461341
 HZ1336  -------------------------------------------------------------------
 HZ1336  Click here for local accuracies and other accuracy information.
 HZ1336
 HZ1336.The horizontal coordinates were established by GPS observations
 HZ1336.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 HZ1336
 HZ1336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1336.been affixed to the stable North American tectonic plate. See 
 HZ1336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1336
 HZ1336.The horizontal coordinates are valid at the epoch date displayed above
 HZ1336.which is a decimal equivalence of Year/Month/Day.
 HZ1336
 HZ1336.The orthometric height was determined by differential leveling and
 HZ1336.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1336.in June 1991.
 HZ1336
 HZ1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1336.GEOID18 height accuracy estimate available here.
 HZ1336
 HZ1336.Click photographs - Photos may exist for this station.
 HZ1336
 HZ1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1336
 HZ1336.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1336
 HZ1336.The ellipsoidal height was determined by GPS observations
 HZ1336.and is referenced to NAD 83.
 HZ1336
 HZ1336.The dynamic height is computed by dividing the NAVD 88
 HZ1336.geopotential number by the normal gravity value computed on the
 HZ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1336.degrees latitude (g = 980.6199 gals.).
 HZ1336
 HZ1336.The modeled gravity was interpolated from observed gravity values.
 HZ1336
 HZ1336. The following values were computed from the NAD 83(2011) position.
 HZ1336
 HZ1336;                    North         East     Units Scale Factor Converg.
 HZ1336;SPC IN E     -   336,287.611    85,551.013   MT  0.99996924   -0 06 08.3
 HZ1336;SPC IN E     - 1,103,303.60    280,678.62   sFT  0.99996924   -0 06 08.3
 HZ1336;UTM  16      - 4,237,229.743   602,178.884   MT  0.99972858   +0 43 25.4
 HZ1336
 HZ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1336!SPC IN E     -   0.99998317  x   0.99996924  =   0.99995241
 HZ1336!UTM  16      -   0.99998317  x   0.99972858  =   0.99971175
 HZ1336
 HZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0217837229(NAD 83)
 HZ1336
 HZ1336                          SUPERSEDED SURVEY CONTROL
 HZ1336
 HZ1336  NGVD 29 (??/??/92)  140.777  (m)          461.87   (f) ADJ UNCH    1 2
 HZ1336
 HZ1336.Superseded values are not recommended for survey control.
 HZ1336
 HZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1336.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1336
 HZ1336_MARKER: DB = BENCH MARK DISK
 HZ1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1336_SP_SET: BRIDGE
 HZ1336_STAMPING: H 313 1965
 HZ1336_MARK LOGO: CGS
 HZ1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1336+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 HZ1336
 HZ1336  HISTORY     - Date     Condition        Report By
 HZ1336  HISTORY     - 1965     MONUMENTED       CGS
 HZ1336  HISTORY     - 20070211 GOOD             GEOCAC
 HZ1336  HISTORY     - 20100323 GOOD             JCLS
 HZ1336  HISTORY     - 20100415 GOOD             JCLS
 HZ1336  HISTORY     - 20110418 GOOD             JCLS
 HZ1336  HISTORY     - 20200210 GOOD             BEAM
 HZ1336  HISTORY     - 20230517 GOOD             INDOT
 HZ1336
 HZ1336                          STATION DESCRIPTION
 HZ1336
 HZ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1336'0.6 MI W FROM NEW ALBANY.
 HZ1336'ABOUT 0.55 MILE WEST ALONG THE SOURR            FROM THE STATION
 HZ1336'AT NEW ALBANY, IN SECTION 3, T 3 S, R 6 E, SET IN THE TOP OF THE
 HZ1336'NORTH CORNER OF THE EAST HEADWALL OF A RAILROAD BRIDGE OVER A
 HZ1336'PAVED STREET.  0.1 MILE WEST OF THE MUNICIPAL SEWAGE TREATMENT
 HZ1336'AND INCINERATOR PLANT, 4 1/2 FEET NORTH OF THE NORTH RAIL, 72 1/2
 HZ1336'FEET NORTHWEST OF SIGNAL TOWER NUMBER 267.2, AND ABOUT LEVEL WITH
 HZ1336'THE TRACK.
 HZ1336
 HZ1336                          STATION RECOVERY (2007)
 HZ1336
 HZ1336'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 HZ1336'IN THE NORTH CORNER OF THE EAST HEADWALL OF A RAILROAD OVERPASS/FLOOD
 HZ1336'CONTROL STRUCTURE AT WEST 10TH ST, 4.5 FEET NORTH OF THE NORTH RAIL,
 HZ1336'AND ABOUT LEVEL WITH THE TRACK.
 HZ1336
 HZ1336                          STATION RECOVERY (2010)
 HZ1336
 HZ1336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HZ1336'RECOVERED IN GOOD CONDITION.
 HZ1336
 HZ1336                          STATION RECOVERY (2010)
 HZ1336
 HZ1336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HZ1336'RECOVERED IN GOOD CONDITION.
 HZ1336
 HZ1336                          STATION RECOVERY (2011)
 HZ1336
 HZ1336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 HZ1336'RECOVERED IN GOOD CONDITION.
 HZ1336
 HZ1336                          STATION RECOVERY (2020)
 HZ1336
 HZ1336'RECOVERY NOTE BY BEAM LONGEST AND NEFF INCORPORATED 2020 (DB)
 HZ1336'RECOVERED IN GOOD CONDITION.
 HZ1336
 HZ1336                          STATION RECOVERY (2023)
 HZ1336
 HZ1336'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ1336'MARK WAS RECOVERED IN GOOD CONDITION USING THE DIRECTIONS ON THE
 HZ1336'NATIONAL GEODETIC SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0864 ***********************************************************************
 JA0864  DESIGNATION -  H 314
 JA0864  PID         -  JA0864
 JA0864  STATE/COUNTY-  IN/KNOX
 JA0864  COUNTRY     -  US
 JA0864  USGS QUAD   -  WHEATLAND (2019)
 JA0864
 JA0864                         *CURRENT SURVEY CONTROL
 JA0864  ______________________________________________________________________
 JA0864* NAD 83(1986) POSITION- 38 40 07.     (N) 087 20 05.     (W)   SCALED
 JA0864* NAVD 88 ORTHO HEIGHT -   138.731 (meters)      455.15  (feet) ADJUSTED
 JA0864  ______________________________________________________________________
 JA0864  GEOID HEIGHT    -        -32.064 (meters)                     GEOID18
 JA0864  DYNAMIC HEIGHT  -        138.643 (meters)      454.86  (feet) COMP
 JA0864  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 JA0864
 JA0864  VERT ORDER      -  FIRST     CLASS II
 JA0864
 JA0864.The horizontal coordinates were scaled from a map and have
 JA0864.an estimated accuracy of +/- 6 seconds.
 JA0864
 JA0864.The orthometric height was determined by differential leveling and
 JA0864.adjusted by the NATIONAL GEODETIC SURVEY
 JA0864.in June 1991.
 JA0864
 JA0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0864.GEOID18 height accuracy estimate available here.
 JA0864
 JA0864.Click photographs - Photos may exist for this station.
 JA0864
 JA0864.The dynamic height is computed by dividing the NAVD 88
 JA0864.geopotential number by the normal gravity value computed on the
 JA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0864.degrees latitude (g = 980.6199 gals.).
 JA0864
 JA0864.The modeled gravity was interpolated from observed gravity values.
 JA0864
 JA0864;                    North         East    Units  Estimated Accuracy
 JA0864;SPC IN W     -   379,740.      878,120.      MT  (+/- 180 meters Scaled)
 JA0864
 JA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH708800(NAD 83)
 JA0864
 JA0864                          SUPERSEDED SURVEY CONTROL
 JA0864
 JA0864  NGVD 29 (??/??/92)  138.856  (m)          455.56   (f) ADJ UNCH    1 2
 JA0864
 JA0864.Superseded values are not recommended for survey control.
 JA0864
 JA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0864.See file dsdata.pdf to determine how the superseded data were derived.
 JA0864
 JA0864_MARKER: DB = BENCH MARK DISK
 JA0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0864_SP_SET: ABUTMENT
 JA0864_STAMPING: H 314 1965
 JA0864_MARK LOGO: CGS
 JA0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0864
 JA0864  HISTORY     - Date     Condition        Report By
 JA0864  HISTORY     - 1965     MONUMENTED       CGS
 JA0864  HISTORY     - 1986     GOOD             NGS
 JA0864
 JA0864                          STATION DESCRIPTION
 JA0864
 JA0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0864'1.6 MI W FROM WHEATLAND.
 JA0864'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0864'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0864'IN FRACTIONAL SECTION 81, T 3 N, R 8 W, 5.6 FEET SOUTH OF THE
 JA0864'SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 JA0864'ABUTMENT OF A CONCRETE RAILROAD TRESTLE, ABOUT 1 FOOT BELOW THE
 JA0864'LEVEL OF THE TRACK.
 JA0864
 JA0864                          STATION RECOVERY (1986)
 JA0864
 JA0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0864'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0864'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0864'NOTE--THE RAILROAD TRESTLE MENTIONED IN THE ORIGINAL DESCRIPTION IS
 JA0864'NOW NUMBERED 178-35.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0897 ***********************************************************************
 JA0897  DESIGNATION -  H 315
 JA0897  PID         -  JA0897
 JA0897  STATE/COUNTY-  IN/DAVIESS
 JA0897  COUNTRY     -  US
 JA0897  USGS QUAD   -  WASHINGTON (2019)
 JA0897
 JA0897                         *CURRENT SURVEY CONTROL
 JA0897  ______________________________________________________________________
 JA0897* NAD 83(1986) POSITION- 38 42 34.     (N) 087 11 44.     (W)   SCALED
 JA0897* NAVD 88 ORTHO HEIGHT -   135.263 (meters)      443.78  (feet) ADJUSTED
 JA0897  ______________________________________________________________________
 JA0897  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 JA0897  DYNAMIC HEIGHT  -        135.178 (meters)      443.50  (feet) COMP
 JA0897  MODELED GRAVITY -    979,996.6   (mgal)                       NAVD 88
 JA0897
 JA0897  VERT ORDER      -  FIRST     CLASS II
 JA0897
 JA0897.The horizontal coordinates were scaled from a map and have
 JA0897.an estimated accuracy of +/- 6 seconds.
 JA0897
 JA0897.The orthometric height was determined by differential leveling and
 JA0897.adjusted by the NATIONAL GEODETIC SURVEY
 JA0897.in June 1991.
 JA0897
 JA0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0897.GEOID18 height accuracy estimate available here.
 JA0897
 JA0897.Click photographs - Photos may exist for this station.
 JA0897
 JA0897.The dynamic height is computed by dividing the NAVD 88
 JA0897.geopotential number by the normal gravity value computed on the
 JA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0897.degrees latitude (g = 980.6199 gals.).
 JA0897
 JA0897.The modeled gravity was interpolated from observed gravity values.
 JA0897
 JA0897;                    North         East    Units  Estimated Accuracy
 JA0897;SPC IN W     -   384,250.      890,240.      MT  (+/- 180 meters Scaled)
 JA0897
 JA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH829845(NAD 83)
 JA0897
 JA0897                          SUPERSEDED SURVEY CONTROL
 JA0897
 JA0897  NGVD 29 (??/??/92)  135.401  (m)          444.23   (f) ADJ UNCH    1 2
 JA0897
 JA0897.Superseded values are not recommended for survey control.
 JA0897
 JA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0897.See file dsdata.pdf to determine how the superseded data were derived.
 JA0897
 JA0897_MARKER: DB = BENCH MARK DISK
 JA0897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0897_STAMPING: H 315 1965
 JA0897_MARK LOGO: CGS
 JA0897_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0897
 JA0897  HISTORY     - Date     Condition        Report By
 JA0897  HISTORY     - 1965     MONUMENTED       CGS
 JA0897  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0897
 JA0897                          STATION DESCRIPTION
 JA0897
 JA0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0897'6.6 MI NW FROM WASHINGTON.
 JA0897'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0897'THE STATION AT WASHINGTON, THENCE 4.05 MILES NORTH ALONG THE NEW
 JA0897'YORK CENTRAL RAILROAD, IN SECTION 9, T 3 N, R 7 W, 59 FEET
 JA0897'SOUTHWEST OF MILEPOST 175, 35 FEET WEST OF THE WEST RAIL, 32
 JA0897'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A TRESTLE OVER PRAIRIE
 JA0897'CREEK, 35 FEET NORTH OF THE HIGH WATER LINE OF THE CREEK, 1.9
 JA0897'FEET EAST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL
 JA0897'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0897'IS DRIVEN TO DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH CAST
 JA0897'IRON PIPE WHICH PROJECTS 12 INCHES.
 JA0897
 JA0897                          STATION RECOVERY (1985)
 JA0897
 JA0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0897'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1056 ***********************************************************************
 JA1056  DESIGNATION -  H 316
 JA1056  PID         -  JA1056
 JA1056  STATE/COUNTY-  IN/GIBSON
 JA1056  COUNTRY     -  US
 JA1056  USGS QUAD   -  ELBERFELD (2019)
 JA1056
 JA1056                         *CURRENT SURVEY CONTROL
 JA1056  ______________________________________________________________________
 JA1056* NAD 83(1986) POSITION- 38 14 11.     (N) 087 24 04.     (W)   SCALED
 JA1056* NAVD 88 ORTHO HEIGHT -   125.263 (meters)      410.97  (feet) ADJUSTED
 JA1056  ______________________________________________________________________
 JA1056  GEOID HEIGHT    -        -31.552 (meters)                     GEOID18
 JA1056  DYNAMIC HEIGHT  -        125.179 (meters)      410.69  (feet) COMP
 JA1056  MODELED GRAVITY -    979,957.2   (mgal)                       NAVD 88
 JA1056
 JA1056  VERT ORDER      -  FIRST     CLASS II
 JA1056
 JA1056.The horizontal coordinates were scaled from a map and have
 JA1056.an estimated accuracy of +/- 6 seconds.
 JA1056
 JA1056.The orthometric height was determined by differential leveling and
 JA1056.adjusted by the NATIONAL GEODETIC SURVEY
 JA1056.in June 1991.
 JA1056
 JA1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1056.GEOID18 height accuracy estimate available here.
 JA1056
 JA1056.Click photographs - Photos may exist for this station.
 JA1056
 JA1056.The dynamic height is computed by dividing the NAVD 88
 JA1056.geopotential number by the normal gravity value computed on the
 JA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1056.degrees latitude (g = 980.6199 gals.).
 JA1056
 JA1056.The modeled gravity was interpolated from observed gravity values.
 JA1056
 JA1056;                    North         East    Units  Estimated Accuracy
 JA1056;SPC IN W     -   331,780.      872,180.      MT  (+/- 180 meters Scaled)
 JA1056
 JA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH648321(NAD 83)
 JA1056
 JA1056                          SUPERSEDED SURVEY CONTROL
 JA1056
 JA1056  NGVD 29 (??/??/92)  125.381  (m)          411.35   (f) ADJ UNCH    1 2
 JA1056
 JA1056.Superseded values are not recommended for survey control.
 JA1056
 JA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1056.See file dsdata.pdf to determine how the superseded data were derived.
 JA1056
 JA1056_MARKER: DB = BENCH MARK DISK
 JA1056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1056_STAMPING: H 316 1965
 JA1056_MARK LOGO: CGS
 JA1056_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1056
 JA1056  HISTORY     - Date     Condition        Report By
 JA1056  HISTORY     - 1965     MONUMENTED       CGS
 JA1056  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1056
 JA1056                          STATION DESCRIPTION
 JA1056
 JA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1056'1 MI NE FROM BUCKSKIN.
 JA1056'ABOUT 1.0 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA1056'THE STATION AT BUCKSKIN, IN SECTION 22, T 3 S, R 9 W, 9 1/2
 JA1056'RAILS SOUTHWEST OF A WOODEN RAILROAD TRESTLE OVER SMITH FORK
 JA1056'CREEK, 121 FEET SOUTHWEST OF MILEPOST 114, 24 1/2 FEET NORTH OF
 JA1056'A SEMAPHORE, 26 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET
 JA1056'SOUTHWEST OF A METAL WITNESS POST, ABOUT 7 INCHES BELOW THE LEVEL
 JA1056'OF THE TRACK, AND SET IN THE TOP OF A 5-INCH IRON PIPE FILLED
 JA1056'WITH CONCRETE PROJECTING 14 INCHES.
 JA1056
 JA1056                          STATION RECOVERY (1985)
 JA1056
 JA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0602 ***********************************************************************
 JA0602  DESIGNATION -  H 317
 JA0602  PID         -  JA0602
 JA0602  STATE/COUNTY-  IN/DUBOIS
 JA0602  COUNTRY     -  US
 JA0602  USGS QUAD   -  DALE (2019)
 JA0602
 JA0602                         *CURRENT SURVEY CONTROL
 JA0602  ______________________________________________________________________
 JA0602* NAD 83(1986) POSITION- 38 13 03.87   (N) 086 57 22.81   (W)   HD_HELD1
 JA0602* NAVD 88 ORTHO HEIGHT -   147.826 (meters)      484.99  (feet) ADJUSTED
 JA0602  ______________________________________________________________________
 JA0602  GEOID HEIGHT    -        -32.112 (meters)                     GEOID18
 JA0602  DYNAMIC HEIGHT  -        147.726 (meters)      484.66  (feet) COMP
 JA0602  MODELED GRAVITY -    979,952.2   (mgal)                       NAVD 88
 JA0602
 JA0602  VERT ORDER      -  FIRST     CLASS II
 JA0602
 JA0602.The horizontal coordinates were determined by differentially corrected
 JA0602.hand held GPS observations or other comparable positioning techniques
 JA0602.and have an estimated accuracy of +/- 3 meters.
 JA0602
 JA0602.The orthometric height was determined by differential leveling and
 JA0602.adjusted by the NATIONAL GEODETIC SURVEY
 JA0602.in June 1991.
 JA0602
 JA0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0602.GEOID18 height accuracy estimate available here.
 JA0602
 JA0602.Click photographs - Photos may exist for this station.
 JA0602
 JA0602.The dynamic height is computed by dividing the NAVD 88
 JA0602.geopotential number by the normal gravity value computed on the
 JA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0602.degrees latitude (g = 980.6199 gals.).
 JA0602
 JA0602.The modeled gravity was interpolated from observed gravity values.
 JA0602
 JA0602;                    North         East    Units  Estimated Accuracy
 JA0602;SPC IN W     -   329,669.9     911,121.0     MT  (+/- 3 meters HH1 GPS) 
 JA0602
 JA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0382229975(NAD 83)
 JA0602
 JA0602                          SUPERSEDED SURVEY CONTROL
 JA0602
 JA0602  NGVD 29 (??/??/92)  147.928  (m)          485.33   (f) ADJ UNCH    1 2
 JA0602
 JA0602.Superseded values are not recommended for survey control.
 JA0602
 JA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0602.See file dsdata.pdf to determine how the superseded data were derived.
 JA0602
 JA0602_MARKER: DB = BENCH MARK DISK
 JA0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0602_SP_SET: BRIDGE
 JA0602_STAMPING: H 317 1965
 JA0602_MARK LOGO: CGS
 JA0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0602+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2011
 JA0602
 JA0602  HISTORY     - Date     Condition        Report By
 JA0602  HISTORY     - 1965     MONUMENTED       CGS
 JA0602  HISTORY     - 20110529 GOOD             GEOCAC
 JA0602
 JA0602                          STATION DESCRIPTION
 JA0602
 JA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0602'4.8 MI NE FROM DALE.
 JA0602'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 JA0602'AT DALE, THENCE 3.85 MILES NORTH ALONG THE SOUTHERN RAILROAD, OR
 JA0602'6.05 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY POWER
 JA0602'AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION 34, T 3 S,
 JA0602'R 5 W, 65 YARDS NORTHWEST OF THE JOHNSBURG FEED MILL, 263 FEET
 JA0602'WEST OF THE WEST RAIL, 14 FEET SOUTH OF THE CENTER LINE OF THE
 JA0602'ROAD, SET IN THE TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A
 JA0602'BRIDGE UNDER COUNTY ROAD 1100S, 1 FOOT SOUTH OF A CONCRETE
 JA0602'RAILING, ABOUT 6 INCHES BELOW THE LEVEL OF THE ROAD.
 JA0602
 JA0602                          STATION RECOVERY (2011)
 JA0602
 JA0602'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA0602'COORDINATES   N 38 13.064    W  086 57.382
 JA0602'MARK WAS FOUND ON THE WINGWALL OF BRIDGE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0573 ***********************************************************************
 HA0573  DESIGNATION -  H 318
 HA0573  PID         -  HA0573
 HA0573  STATE/COUNTY-  IN/SPENCER
 HA0573  COUNTRY     -  US
 HA0573  USGS QUAD   -  ROCKPORT (2019)
 HA0573
 HA0573                         *CURRENT SURVEY CONTROL
 HA0573  ______________________________________________________________________
 HA0573* NAD 83(1986) POSITION- 37 53 59.     (N) 087 03 14.     (W)   SCALED
 HA0573* NAVD 88 ORTHO HEIGHT -   118.463 (meters)      388.66  (feet) ADJUSTED
 HA0573  ______________________________________________________________________
 HA0573  GEOID HEIGHT    -        -31.176 (meters)                     GEOID18
 HA0573  DYNAMIC HEIGHT  -        118.383 (meters)      388.39  (feet) COMP
 HA0573  MODELED GRAVITY -    979,955.6   (mgal)                       NAVD 88
 HA0573
 HA0573  VERT ORDER      -  FIRST     CLASS II
 HA0573
 HA0573.The horizontal coordinates were scaled from a map and have
 HA0573.an estimated accuracy of +/- 6 seconds.
 HA0573
 HA0573.The orthometric height was determined by differential leveling and
 HA0573.adjusted by the NATIONAL GEODETIC SURVEY
 HA0573.in June 1991.
 HA0573
 HA0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0573.GEOID18 height accuracy estimate available here.
 HA0573
 HA0573.Click photographs - Photos may exist for this station.
 HA0573
 HA0573.The dynamic height is computed by dividing the NAVD 88
 HA0573.geopotential number by the normal gravity value computed on the
 HA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0573.degrees latitude (g = 980.6199 gals.).
 HA0573
 HA0573.The modeled gravity was interpolated from observed gravity values.
 HA0573
 HA0573;                    North         East    Units  Estimated Accuracy
 HA0573;SPC IN W     -   294,360.      902,590.      MT  (+/- 180 meters Scaled)
 HA0573
 HA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG952946(NAD 83)
 HA0573
 HA0573                          SUPERSEDED SURVEY CONTROL
 HA0573
 HA0573  NGVD 29 (??/??/92)  118.563  (m)          388.99   (f) ADJ UNCH    1 2
 HA0573
 HA0573.Superseded values are not recommended for survey control.
 HA0573
 HA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0573.See file dsdata.pdf to determine how the superseded data were derived.
 HA0573
 HA0573_MARKER: DB = BENCH MARK DISK
 HA0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0573_STAMPING: H 318 1965
 HA0573_MARK LOGO: CGS
 HA0573_MAGNETIC: I = MARKER IS A STEEL ROD
 HA0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0573_ROD/PIPE-DEPTH: 9.8 meters
 HA0573
 HA0573  HISTORY     - Date     Condition        Report By
 HA0573  HISTORY     - 1965     MONUMENTED       CGS
 HA0573
 HA0573                          STATION DESCRIPTION
 HA0573
 HA0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0573'1.2 MI N FROM ROCKPORT.
 HA0573'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0573'AT ROCKPORT, THENCE 0.85 MILE NORTH ALONG THE SOUTHERN RAILROAD,
 HA0573'IN SECTION 23, T 8 S, R 6 W, 0.1 MILE SOUTH OF A RAILROAD TRESTLE,
 HA0573'28 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 29 FEET WEST
 HA0573'OF THE WEST RAIL, 9 FEET SOUTHEAST OF A 20-INCH TREE, 1.7 FEET
 HA0573'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF
 HA0573'THE ROAD, SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 HA0573'DRIVEN TO A DEPTH OF 32 FEET AND ENCASED IN A 5-INCH CAST IRON
 HA0573'PIPE PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0787 ***********************************************************************
 HZ0787  DESIGNATION -  H 319
 HZ0787  PID         -  HZ0787
 HZ0787  STATE/COUNTY-  IN/OHIO
 HZ0787  COUNTRY     -  US
 HZ0787  USGS QUAD   -  ABERDEEN (2019)
 HZ0787
 HZ0787                         *CURRENT SURVEY CONTROL
 HZ0787  ______________________________________________________________________
 HZ0787* NAD 83(1986) POSITION- 38 54 32.     (N) 084 52 41.     (W)   SCALED
 HZ0787* NAVD 88 ORTHO HEIGHT -   145.224 (meters)      476.46  (feet) ADJUSTED
 HZ0787  ______________________________________________________________________
 HZ0787  GEOID HEIGHT    -        -34.067 (meters)                     GEOID18
 HZ0787  DYNAMIC HEIGHT  -        145.132 (meters)      476.15  (feet) COMP
 HZ0787  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 HZ0787
 HZ0787  VERT ORDER      -  FIRST     CLASS II
 HZ0787
 HZ0787.The horizontal coordinates were scaled from a map and have
 HZ0787.an estimated accuracy of +/- 6 seconds.
 HZ0787
 HZ0787.The orthometric height was determined by differential leveling and
 HZ0787.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0787.in June 1991.
 HZ0787
 HZ0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0787.GEOID18 height accuracy estimate available here.
 HZ0787
 HZ0787.Click photographs - Photos may exist for this station.
 HZ0787
 HZ0787.The dynamic height is computed by dividing the NAVD 88
 HZ0787.geopotential number by the normal gravity value computed on the
 HZ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0787.degrees latitude (g = 980.6199 gals.).
 HZ0787
 HZ0787.The modeled gravity was interpolated from observed gravity values.
 HZ0787
 HZ0787;                    North         East    Units  Estimated Accuracy
 HZ0787;SPC IN E     -   406,680.      168,400.      MT  (+/- 180 meters Scaled)
 HZ0787
 HZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ839088(NAD 83)
 HZ0787
 HZ0787                          SUPERSEDED SURVEY CONTROL
 HZ0787
 HZ0787  NGVD 29 (??/??/92)  145.426  (m)          477.12   (f) ADJ UNCH    1 2
 HZ0787
 HZ0787.Superseded values are not recommended for survey control.
 HZ0787
 HZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0787.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0787
 HZ0787_MARKER: DB = BENCH MARK DISK
 HZ0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0787_SP_SET: CULVERT HEADWALL
 HZ0787_STAMPING: H 319 1965
 HZ0787_MARK LOGO: CGS
 HZ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0787+STABILITY: SURFACE MOTION
 HZ0787
 HZ0787  HISTORY     - Date     Condition        Report By
 HZ0787  HISTORY     - 1965     MONUMENTED       CGS
 HZ0787  HISTORY     - 1986     GOOD             LOCSUR
 HZ0787
 HZ0787                          STATION DESCRIPTION
 HZ0787
 HZ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0787'3.4 MI SW FROM RISING SUN.
 HZ0787'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0787'AT RISING SUN, THENCE 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0787'56, THENCE 0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 156, IN
 HZ0787'SECTION 21, T 3 N, R 1 W, 23 FEET NORTH OF THE CENTER LINE OF
 HZ0787'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 HZ0787'OF A TUBE CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HZ0787
 HZ0787                          STATION RECOVERY (1986)
 HZ0787
 HZ0787'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0400 ***********************************************************************
 LB0400  DESIGNATION -  H 32
 LB0400  PID         -  LB0400
 LB0400  STATE/COUNTY-  IN/HAMILTON
 LB0400  COUNTRY     -  US
 LB0400  USGS QUAD   -  WESTFIELD (2019)
 LB0400
 LB0400                         *CURRENT SURVEY CONTROL
 LB0400  ______________________________________________________________________
 LB0400* NAD 83(1986) POSITION- 40 02 24.     (N) 086 08 11.     (W)   SCALED
 LB0400* NAVD 88 ORTHO HEIGHT -   273.608 (meters)      897.66  (feet) ADJUSTED
 LB0400  ______________________________________________________________________
 LB0400  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LB0400  DYNAMIC HEIGHT  -        273.456 (meters)      897.16  (feet) COMP
 LB0400  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 LB0400
 LB0400  VERT ORDER      -  SECOND    CLASS 0
 LB0400
 LB0400.The horizontal coordinates were scaled from a map and have
 LB0400.an estimated accuracy of +/- 6 seconds.
 LB0400
 LB0400.The orthometric height was determined by differential leveling and
 LB0400.adjusted by the NATIONAL GEODETIC SURVEY
 LB0400.in June 1991.
 LB0400
 LB0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0400.GEOID18 height accuracy estimate available here.
 LB0400
 LB0400.Click photographs - Photos may exist for this station.
 LB0400
 LB0400.The dynamic height is computed by dividing the NAVD 88
 LB0400.geopotential number by the normal gravity value computed on the
 LB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0400.degrees latitude (g = 980.6199 gals.).
 LB0400
 LB0400.The modeled gravity was interpolated from observed gravity values.
 LB0400
 LB0400;                    North         East    Units  Estimated Accuracy
 LB0400;SPC IN E     -   532,070.       59,910.      MT  (+/- 180 meters Scaled)
 LB0400
 LB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736325(NAD 83)
 LB0400
 LB0400                          SUPERSEDED SURVEY CONTROL
 LB0400
 LB0400  NGVD 29 (??/??/92)  273.725  (m)          898.05   (f) ADJ UNCH    2 0
 LB0400
 LB0400.Superseded values are not recommended for survey control.
 LB0400
 LB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0400.See file dsdata.pdf to determine how the superseded data were derived.
 LB0400
 LB0400_MARKER: DB = BENCH MARK DISK
 LB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0400_STAMPING: H 32 1934
 LB0400_MARK LOGO: CGS
 LB0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0400+STABILITY: SURFACE MOTION
 LB0400
 LB0400  HISTORY     - Date     Condition        Report By
 LB0400  HISTORY     - 1934     MONUMENTED       CGS
 LB0400  HISTORY     - 1946     GOOD             CGS
 LB0400  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LB0400
 LB0400                          STATION DESCRIPTION
 LB0400
 LB0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0400'AT WESTFIELD.
 LB0400'AT WESTFIELD, HAMILTON COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 LB0400'LOUISVILLE RAILWAY, 14 YARDS SOUTH OF THE SOUTH END OF THE
 LB0400'STATION, AT THE CROSSING OF THE CENTRAL INDIANA RAILWAY, 36 FEET
 LB0400'EAST OF THE EAST RAIL OF THE C.I. AND L.RY. TRACK, 18 FEET SOUTH OF
 LB0400'THE SOUTH RAIL OF THE C.I. RY. TRACK, AND 1 FOOT WEST OF A WHITE
 LB0400'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 32 1934 AND SET
 LB0400'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LB0400
 LB0400                          STATION RECOVERY (1977)
 LB0400
 LB0400'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1032 ***********************************************************************
 HZ1032  DESIGNATION -  H 320
 HZ1032  PID         -  HZ1032
 HZ1032  STATE/COUNTY-  IN/SWITZERLAND
 HZ1032  COUNTRY     -  US
 HZ1032  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1032
 HZ1032                         *CURRENT SURVEY CONTROL
 HZ1032  ______________________________________________________________________
 HZ1032* NAD 83(1986) POSITION- 38 42 53.     (N) 085 07 05.     (W)   SCALED
 HZ1032* NAVD 88 ORTHO HEIGHT -   143.277 (meters)      470.07  (feet) ADJUSTED
 HZ1032  ______________________________________________________________________
 HZ1032  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 HZ1032  DYNAMIC HEIGHT  -        143.185 (meters)      469.77  (feet) COMP
 HZ1032  MODELED GRAVITY -    979,981.0   (mgal)                       NAVD 88
 HZ1032
 HZ1032  VERT ORDER      -  FIRST     CLASS II
 HZ1032
 HZ1032.The horizontal coordinates were scaled from a map and have
 HZ1032.an estimated accuracy of +/- 6 seconds.
 HZ1032
 HZ1032.The orthometric height was determined by differential leveling and
 HZ1032.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1032.in June 1991.
 HZ1032
 HZ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1032.GEOID18 height accuracy estimate available here.
 HZ1032
 HZ1032.Click photographs - Photos may exist for this station.
 HZ1032
 HZ1032.The dynamic height is computed by dividing the NAVD 88
 HZ1032.geopotential number by the normal gravity value computed on the
 HZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1032.degrees latitude (g = 980.6199 gals.).
 HZ1032
 HZ1032.The modeled gravity was interpolated from observed gravity values.
 HZ1032
 HZ1032;                    North         East    Units  Estimated Accuracy
 HZ1032;SPC IN E     -   384,970.      147,710.      MT  (+/- 180 meters Scaled)
 HZ1032
 HZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH636868(NAD 83)
 HZ1032
 HZ1032                          SUPERSEDED SURVEY CONTROL
 HZ1032
 HZ1032  NGVD 29 (??/??/92)  143.460  (m)          470.67   (f) ADJ UNCH    1 2
 HZ1032
 HZ1032.Superseded values are not recommended for survey control.
 HZ1032
 HZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1032.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1032
 HZ1032_MARKER: DB = BENCH MARK DISK
 HZ1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1032_SP_SET: BRIDGE
 HZ1032_STAMPING: H 320 1965
 HZ1032_MARK LOGO: CGS
 HZ1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1032+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 HZ1032
 HZ1032  HISTORY     - Date     Condition        Report By
 HZ1032  HISTORY     - 1965     MONUMENTED       CGS
 HZ1032  HISTORY     - 20230829 GOOD             INDOT
 HZ1032
 HZ1032                          STATION DESCRIPTION
 HZ1032
 HZ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1032'3.7 MI SW FROM VEVAY.
 HZ1032'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1032'AT VEVAY, IN SECTION 33, T 2 N, R 3 W, 42 YARDS EAST OF THE EAST
 HZ1032'END OF A LARGE BARN, 21 FEET NORTH OF THE CENTER LINE OF THE
 HZ1032'HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A SMALL
 HZ1032'CONCRETE BRIDGE OVER A CREEK ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HZ1032'HIGHWAY.
 HZ1032
 HZ1032                          STATION RECOVERY (2023)
 HZ1032
 HZ1032'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1065 ***********************************************************************
 HZ1065  DESIGNATION -  H 321
 HZ1065  PID         -  HZ1065
 HZ1065  STATE/COUNTY-  IN/JEFFERSON
 HZ1065  COUNTRY     -  US
 HZ1065  USGS QUAD   -  MADISON WEST (2019)
 HZ1065
 HZ1065                         *CURRENT SURVEY CONTROL
 HZ1065  ______________________________________________________________________
 HZ1065* NAD 83(1986) POSITION- 38 43 35.     (N) 085 27 55.     (W)   SCALED
 HZ1065* NAVD 88 ORTHO HEIGHT -   237.544 (meters)      779.34  (feet) ADJUSTED
 HZ1065  ______________________________________________________________________
 HZ1065  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 HZ1065  DYNAMIC HEIGHT  -        237.388 (meters)      778.83  (feet) COMP
 HZ1065  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 HZ1065
 HZ1065  VERT ORDER      -  FIRST     CLASS II
 HZ1065
 HZ1065.The horizontal coordinates were scaled from a map and have
 HZ1065.an estimated accuracy of +/- 6 seconds.
 HZ1065
 HZ1065.The orthometric height was determined by differential leveling and
 HZ1065.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1065.in June 1991.
 HZ1065
 HZ1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1065.GEOID18 height accuracy estimate available here.
 HZ1065
 HZ1065.Click photographs - Photos may exist for this station.
 HZ1065
 HZ1065.The dynamic height is computed by dividing the NAVD 88
 HZ1065.geopotential number by the normal gravity value computed on the
 HZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1065.degrees latitude (g = 980.6199 gals.).
 HZ1065
 HZ1065.The modeled gravity was interpolated from observed gravity values.
 HZ1065
 HZ1065;                    North         East    Units  Estimated Accuracy
 HZ1065;SPC IN E     -   386,140.      117,510.      MT  (+/- 180 meters Scaled)
 HZ1065
 HZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH334875(NAD 83)
 HZ1065
 HZ1065                          SUPERSEDED SURVEY CONTROL
 HZ1065
 HZ1065  NGVD 29 (??/??/92)  237.708  (m)          779.88   (f) ADJ UNCH    1 2
 HZ1065
 HZ1065.Superseded values are not recommended for survey control.
 HZ1065
 HZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1065.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1065
 HZ1065_MARKER: DB = BENCH MARK DISK
 HZ1065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1065_SP_SET: CULVERT HEADWALL
 HZ1065_STAMPING: H 321 1965
 HZ1065_MARK LOGO: CGS
 HZ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1065+STABILITY: SURFACE MOTION
 HZ1065
 HZ1065  HISTORY     - Date     Condition        Report By
 HZ1065  HISTORY     - 1965     MONUMENTED       CGS
 HZ1065
 HZ1065                          STATION DESCRIPTION
 HZ1065
 HZ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1065'0.7 MI NE FROM HANOVER.
 HZ1065'0.7 MILE NORTHEAST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1065'METHODIST CHURCH AT HANOVER, IN SECTION 1, T 3 N, R 9 E, 32
 HZ1065'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HZ1065'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CULVERT,
 HZ1065'47 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 45 FEET
 HZ1065'SOUTHWEST OF A 16-INCH WALNUT TREE, ABOUT 6 FEET BELOW THE
 HZ1065'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1620 ***********************************************************************
 HZ1620  DESIGNATION -  H 322
 HZ1620  PID         -  HZ1620
 HZ1620  STATE/COUNTY-  IN/CLARK
 HZ1620  COUNTRY     -  US
 HZ1620  USGS QUAD   -  CHARLESTOWN (2019)
 HZ1620
 HZ1620                         *CURRENT SURVEY CONTROL
 HZ1620  ______________________________________________________________________
 HZ1620* NAD 83(1986) POSITION- 38 22 39.     (N) 085 38 23.     (W)   SCALED
 HZ1620* NAVD 88 ORTHO HEIGHT -   137.512 (meters)      451.15  (feet) ADJUSTED
 HZ1620  ______________________________________________________________________
 HZ1620  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 HZ1620  DYNAMIC HEIGHT  -        137.420 (meters)      450.85  (feet) COMP
 HZ1620  MODELED GRAVITY -    979,961.5   (mgal)                       NAVD 88
 HZ1620
 HZ1620  VERT ORDER      -  FIRST     CLASS II
 HZ1620
 HZ1620.The horizontal coordinates were scaled from a map and have
 HZ1620.an estimated accuracy of +/- 6 seconds.
 HZ1620
 HZ1620.The orthometric height was determined by differential leveling and
 HZ1620.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1620.in June 1991.
 HZ1620
 HZ1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1620.GEOID18 height accuracy estimate available here.
 HZ1620
 HZ1620.Click photographs - Photos may exist for this station.
 HZ1620
 HZ1620.The dynamic height is computed by dividing the NAVD 88
 HZ1620.geopotential number by the normal gravity value computed on the
 HZ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1620.degrees latitude (g = 980.6199 gals.).
 HZ1620
 HZ1620.The modeled gravity was interpolated from observed gravity values.
 HZ1620
 HZ1620;                    North         East    Units  Estimated Accuracy
 HZ1620;SPC IN E     -   347,400.      102,350.      MT  (+/- 180 meters Scaled)
 HZ1620
 HZ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH188485(NAD 83)
 HZ1620
 HZ1620                          SUPERSEDED SURVEY CONTROL
 HZ1620
 HZ1620  NGVD 29 (??/??/92)  137.668  (m)          451.67   (f) ADJ UNCH    1 2
 HZ1620
 HZ1620.Superseded values are not recommended for survey control.
 HZ1620
 HZ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1620.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1620
 HZ1620_MARKER: DB = BENCH MARK DISK
 HZ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1620_STAMPING: H 322 1965
 HZ1620_MARK LOGO: CGS
 HZ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1620+STABILITY: SURFACE MOTION
 HZ1620
 HZ1620  HISTORY     - Date     Condition        Report By
 HZ1620  HISTORY     - 1965     MONUMENTED       CGS
 HZ1620
 HZ1620                          STATION DESCRIPTION
 HZ1620
 HZ1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1620'3.4 MI NE FROM UTICA.
 HZ1620'ABOUT 0.3 MILE NORTHEAST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1620'CHURCH AT UTICA, THENCE 2.25 MILES NORTHEAST ALONG RIVER ROAD
 HZ1620'TO THE SOUTHEAST CORNER OF THE U.S. MILITARY RESERVATION, INDIANA
 HZ1620'ARSENAL, THENCE 0.9 MILE NORTH ALONG WELL ROAD IN THE ARESENAL,
 HZ1620'OR ABOUT 5 MILES SOUTHEAST ALONG NORTH PATROL ROAD FROM THE JUNCTION
 HZ1620'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTON, ABOUT 150 YARDS SOUTH
 HZ1620'OF A WELL, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 1/2
 HZ1620'FEET EAST OF A POWER POLE, 1 1/2 FEET WEST OF A CHAIN-LINK FENCE,
 HZ1620'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 HZ1620'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HZ1620'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1576 ***********************************************************************
 HZ1576  DESIGNATION -  H 323
 HZ1576  PID         -  HZ1576
 HZ1576  STATE/COUNTY-  IN/FLOYD
 HZ1576  COUNTRY     -  US
 HZ1576  USGS QUAD   -  LANESVILLE (2019)
 HZ1576
 HZ1576                         *CURRENT SURVEY CONTROL
 HZ1576  ______________________________________________________________________
 HZ1576* NAD 83(1986) POSITION- 38 11 39.     (N) 085 53 24.     (W)   SCALED
 HZ1576* NAVD 88 ORTHO HEIGHT -   130.998 (meters)      429.78  (feet) ADJUSTED
 HZ1576  ______________________________________________________________________
 HZ1576  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 HZ1576  DYNAMIC HEIGHT  -        130.909 (meters)      429.49  (feet) COMP
 HZ1576  MODELED GRAVITY -    979,948.6   (mgal)                       NAVD 88
 HZ1576
 HZ1576  VERT ORDER      -  FIRST     CLASS II
 HZ1576
 HZ1576.The horizontal coordinates were scaled from a map and have
 HZ1576.an estimated accuracy of +/- 6 seconds.
 HZ1576
 HZ1576.The orthometric height was determined by differential leveling and
 HZ1576.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1576.in June 1991.
 HZ1576
 HZ1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1576.GEOID18 height accuracy estimate available here.
 HZ1576
 HZ1576.Click photographs - Photos may exist for this station.
 HZ1576
 HZ1576.The dynamic height is computed by dividing the NAVD 88
 HZ1576.geopotential number by the normal gravity value computed on the
 HZ1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1576.degrees latitude (g = 980.6199 gals.).
 HZ1576
 HZ1576.The modeled gravity was interpolated from observed gravity values.
 HZ1576
 HZ1576;                    North         East    Units  Estimated Accuracy
 HZ1576;SPC IN E     -   327,070.       80,440.      MT  (+/- 180 meters Scaled)
 HZ1576
 HZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH971279(NAD 83)
 HZ1576
 HZ1576                          SUPERSEDED SURVEY CONTROL
 HZ1576
 HZ1576  NGVD 29 (??/??/92)  131.135  (m)          430.23   (f) ADJ UNCH    1 2
 HZ1576
 HZ1576.Superseded values are not recommended for survey control.
 HZ1576
 HZ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1576.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1576
 HZ1576_MARKER: DB = BENCH MARK DISK
 HZ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1576_STAMPING: H 323 1965
 HZ1576_MARK LOGO: CGS
 HZ1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1576+STABILITY: SURFACE MOTION
 HZ1576
 HZ1576  HISTORY     - Date     Condition        Report By
 HZ1576  HISTORY     - 1965     MONUMENTED       CGS
 HZ1576
 HZ1576                          STATION DESCRIPTION
 HZ1576
 HZ1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1576'7.3 MI S FROM NEW ALBANY.
 HZ1576'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE
 HZ1576'STATION AT NEW ALBANY, THENCE 6.25 MILES SOUTH ALONG STATE
 HZ1576'HIGHWAY 111, IN SECTION 6, T 4 S, R 6 E, 30 FEET SOUTHEAST OF
 HZ1576'THE CENTER LINE OF THE HIGHWAY 33 FEET SOUTHWEST OF THE CENTER
 HZ1576'LINE OF A PRIVATE DRIVEWAY LEADING TO PLEASURE RIDGE CAMP, 50
 HZ1576'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 HZ1576'TO A CONCRETE BLOCK HOUSE, 1 1/2 FEET SOUTHWEST OF A POWER POLE
 HZ1576'BEARING A TRANSFORMER, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 HZ1576'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HZ1576'OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0455 ***********************************************************************
 JA0455  DESIGNATION -  H 324
 JA0455  PID         -  JA0455
 JA0455  STATE/COUNTY-  IN/HARRISON
 JA0455  COUNTRY     -  US
 JA0455  USGS QUAD   -  MAUCKPORT (2019)
 JA0455
 JA0455                         *CURRENT SURVEY CONTROL
 JA0455  ______________________________________________________________________
 JA0455* NAD 83(1986) POSITION- 38 01 35.     (N) 086 08 11.     (W)   SCALED
 JA0455* NAVD 88 ORTHO HEIGHT -   190.153 (meters)      623.86  (feet) ADJUSTED
 JA0455  ______________________________________________________________________
 JA0455  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 JA0455  DYNAMIC HEIGHT  -        190.019 (meters)      623.42  (feet) COMP
 JA0455  MODELED GRAVITY -    979,918.7   (mgal)                       NAVD 88
 JA0455
 JA0455  VERT ORDER      -  FIRST     CLASS II
 JA0455
 JA0455.The horizontal coordinates were scaled from a map and have
 JA0455.an estimated accuracy of +/- 6 seconds.
 JA0455
 JA0455.The orthometric height was determined by differential leveling and
 JA0455.adjusted by the NATIONAL GEODETIC SURVEY
 JA0455.in June 1991.
 JA0455
 JA0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0455.GEOID18 height accuracy estimate available here.
 JA0455
 JA0455.Click photographs - Photos may exist for this station.
 JA0455
 JA0455.The dynamic height is computed by dividing the NAVD 88
 JA0455.geopotential number by the normal gravity value computed on the
 JA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0455.degrees latitude (g = 980.6199 gals.).
 JA0455
 JA0455.The modeled gravity was interpolated from observed gravity values.
 JA0455
 JA0455;                    North         East    Units  Estimated Accuracy
 JA0455;SPC IN E     -   308,530.       58,760.      MT  (+/- 180 meters Scaled)
 JA0455
 JA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH757090(NAD 83)
 JA0455
 JA0455                          SUPERSEDED SURVEY CONTROL
 JA0455
 JA0455  NGVD 29 (??/??/92)  190.271  (m)          624.25   (f) ADJ UNCH    1 2
 JA0455
 JA0455.Superseded values are not recommended for survey control.
 JA0455
 JA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0455.See file dsdata.pdf to determine how the superseded data were derived.
 JA0455
 JA0455_MARKER: DB = BENCH MARK DISK
 JA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0455_STAMPING: H 324 1965
 JA0455_MARK LOGO: CGS
 JA0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0455+STABILITY: SURFACE MOTION
 JA0455
 JA0455  HISTORY     - Date     Condition        Report By
 JA0455  HISTORY     - 1965     MONUMENTED       CGS
 JA0455
 JA0455                          STATION DESCRIPTION
 JA0455
 JA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0455'2.8 MI W FROM LACONIA.
 JA0455'2.75 MILES WEST ALONG STATE HIGHWAY 11 FROM THE SCHOOL HOUSE AT
 JA0455'LACONIA, IN SECTION 36, T 5 S, R 3 E, 102 YARDS NORTHWEST OF
 JA0455'THE NORTHWEST CORNER OF THE RESIDENCE OF MR. L. BROWN, 39 1/2
 JA0455'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 75 YARDS NORTH
 JA0455'AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 1.5 FEET EAST OF
 JA0455'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JA0455'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JA0455'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1102 ***********************************************************************
 HA1102  DESIGNATION -  H 325
 HA1102  PID         -  HA1102
 HA1102  STATE/COUNTY-  IN/VANDERBURGH
 HA1102  COUNTRY     -  US
 HA1102  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1102
 HA1102                         *CURRENT SURVEY CONTROL
 HA1102  ______________________________________________________________________
 HA1102* NAD 83(1986) POSITION- 37 55 44.     (N) 087 37 48.     (W)   SCALED
 HA1102* NAVD 88 ORTHO HEIGHT -   112.806 (meters)      370.10  (feet) ADJUSTED
 HA1102  ______________________________________________________________________
 HA1102  GEOID HEIGHT    -        -30.883 (meters)                     GEOID18
 HA1102  DYNAMIC HEIGHT  -        112.728 (meters)      369.84  (feet) COMP
 HA1102  MODELED GRAVITY -    979,935.6   (mgal)                       NAVD 88
 HA1102
 HA1102  VERT ORDER      -  FIRST     CLASS II
 HA1102
 HA1102.The horizontal coordinates were scaled from a map and have
 HA1102.an estimated accuracy of +/- 6 seconds.
 HA1102
 HA1102.The orthometric height was determined by differential leveling and
 HA1102.adjusted by the NATIONAL GEODETIC SURVEY
 HA1102.in June 1991.
 HA1102
 HA1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1102.GEOID18 height accuracy estimate available here.
 HA1102
 HA1102.Click photographs - Photos may exist for this station.
 HA1102
 HA1102.The dynamic height is computed by dividing the NAVD 88
 HA1102.geopotential number by the normal gravity value computed on the
 HA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1102.degrees latitude (g = 980.6199 gals.).
 HA1102
 HA1102.The modeled gravity was interpolated from observed gravity values.
 HA1102
 HA1102;                    North         East    Units  Estimated Accuracy
 HA1102;SPC IN W     -   297,740.      851,940.      MT  (+/- 180 meters Scaled)
 HA1102
 HA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG446981(NAD 83)
 HA1102
 HA1102                          SUPERSEDED SURVEY CONTROL
 HA1102
 HA1102  NGVD 29 (??/??/92)  112.902  (m)          370.41   (f) ADJ UNCH    1 2
 HA1102
 HA1102.Superseded values are not recommended for survey control.
 HA1102
 HA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1102.See file dsdata.pdf to determine how the superseded data were derived.
 HA1102
 HA1102_MARKER: DB = BENCH MARK DISK
 HA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1102_STAMPING: H 325 1965
 HA1102_MARK LOGO: CGS
 HA1102_PROJECTION: FLUSH
 HA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1102+STABILITY: SURFACE MOTION
 HA1102
 HA1102  HISTORY     - Date     Condition        Report By
 HA1102  HISTORY     - 1965     MONUMENTED       CGS
 HA1102  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 HA1102
 HA1102                          STATION DESCRIPTION
 HA1102
 HA1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1102'6.3 MI SW FROM EVANSVILLE.
 HA1102'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1102'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1102'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1102'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1102'SOUTH ALONG SOUTH BARKER AVENUE, THENCE 0.3 SOUTHWEST ALONG
 HA1102'BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE,
 HA1102'THENCE 2.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD, IN SECTION
 HA1102'10, T 7 S, R 11 W, 58 YARDS NORTH OF THE CENTER OF THE JUNCTION
 HA1102'WITH BAYOU CREEK ROAD, 50 FEET WEST OF THE CENTER LINE OF OLD
 HA1102'HENDERSON ROAD 26 1/2 FEET WEST OF A POWER POLE NUMBERED 12254,
 HA1102'10 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AN OLD FRAME HOUSE
 HA1102'WITH A 6 FOOT HIGH CONCRETE FOUNDATION 5 1/2 FEET EAST OF A
 HA1102'28-INCH MAPLE TREE, 6.4 FEET SOUTH OF THE SOUTH FACE OF THE
 HA1102'FOUNDATION, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 HA1102'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA1102
 HA1102                          STATION RECOVERY (1998)
 HA1102
 HA1102'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0713 ***********************************************************************
 HA0713  DESIGNATION -  H 326
 HA0713  PID         -  HA0713
 HA0713  STATE/COUNTY-  IN/WARRICK
 HA0713  COUNTRY     -  US
 HA0713  USGS QUAD   -  NEWBURGH (2019)
 HA0713
 HA0713                         *CURRENT SURVEY CONTROL
 HA0713  ______________________________________________________________________
 HA0713* NAD 83(1986) POSITION- 37 56 32.67   (N) 087 23 58.87   (W)   HD_HELD1
 HA0713* NAVD 88 ORTHO HEIGHT -   114.944 (meters)      377.11  (feet) ADJUSTED
 HA0713  ______________________________________________________________________
 HA0713  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 HA0713  DYNAMIC HEIGHT  -        114.865 (meters)      376.85  (feet) COMP
 HA0713  MODELED GRAVITY -    979,942.1   (mgal)                       NAVD 88
 HA0713
 HA0713  VERT ORDER      -  FIRST     CLASS II
 HA0713
 HA0713.The horizontal coordinates were determined by differentially corrected
 HA0713.hand held GPS observations or other comparable positioning techniques
 HA0713.and have an estimated accuracy of +/- 3 meters.
 HA0713
 HA0713.The orthometric height was determined by differential leveling and
 HA0713.adjusted by the NATIONAL GEODETIC SURVEY
 HA0713.in June 1991.
 HA0713
 HA0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0713.GEOID18 height accuracy estimate available here.
 HA0713
 HA0713.Click photographs - Photos may exist for this station.
 HA0713
 HA0713.The dynamic height is computed by dividing the NAVD 88
 HA0713.geopotential number by the normal gravity value computed on the
 HA0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0713.degrees latitude (g = 980.6199 gals.).
 HA0713
 HA0713.The modeled gravity was interpolated from observed gravity values.
 HA0713
 HA0713;                    North         East    Units  Estimated Accuracy
 HA0713;SPC IN W     -   299,149.0     872,193.1     MT  (+/- 3 meters HH1 GPS) 
 HA0713
 HA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG6488199500(NAD 83)
 HA0713
 HA0713                          SUPERSEDED SURVEY CONTROL
 HA0713
 HA0713  NGVD 29 (??/??/92)  115.033  (m)          377.40   (f) ADJ UNCH    1 2
 HA0713
 HA0713.Superseded values are not recommended for survey control.
 HA0713
 HA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0713.See file dsdata.pdf to determine how the superseded data were derived.
 HA0713
 HA0713_MARKER: DB = BENCH MARK DISK
 HA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0713_STAMPING: H 326 1965
 HA0713_MARK LOGO: CGS
 HA0713_PROJECTION: FLUSH
 HA0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0713+STABILITY: SURFACE MOTION
 HA0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0713+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 HA0713
 HA0713  HISTORY     - Date     Condition        Report By
 HA0713  HISTORY     - 1965     MONUMENTED       CGS
 HA0713  HISTORY     - 1988     GOOD             USPSQD
 HA0713  HISTORY     - 20080930 GOOD             GEOCAC
 HA0713  HISTORY     - 20101117 GOOD             GEOCAC
 HA0713
 HA0713                          STATION DESCRIPTION
 HA0713
 HA0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0713'AT NEWBURGH.
 HA0713'AT NEWBURGH, IN SECTION 3, T 7 S, R 9 W, 21.7 FEET NORTHWEST
 HA0713'OF THE NORTHWEST CORNER OF THE POWERHOUSE AT THE LOCK AND DAM
 HA0713'NUMBER 47, 53 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 HA0713'662, SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE BOX
 HA0713'WITH A STEEL COVER WHICH PROTECTS WATER AND AIR VALVES, 2.8 FEET
 HA0713'SOUTH OF A CONCRETE WALL 2 FEET HIGH AND SURROUNDING THE YARD
 HA0713'AND THE POWER HOUSE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 HA0713'AND FLUSH WITH THE LAWN.
 HA0713
 HA0713                          STATION RECOVERY (1988)
 HA0713
 HA0713'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0713'RECOVERED IN GOOD CONDITION.
 HA0713
 HA0713                          STATION RECOVERY (2008)
 HA0713
 HA0713'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA0713'RECOVERED IN GOOD CONDITION.
 HA0713
 HA0713                          STATION RECOVERY (2010)
 HA0713
 HA0713'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0713'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0628 ***********************************************************************
 JA0628  DESIGNATION -  H 327
 JA0628  PID         -  JA0628
 JA0628  STATE/COUNTY-  IN/PERRY
 JA0628  COUNTRY     -  US
 JA0628  USGS QUAD   -  DERBY (2019)
 JA0628
 JA0628                         *CURRENT SURVEY CONTROL
 JA0628  ______________________________________________________________________
 JA0628* NAD 83(1986) POSITION- 38 06 29.     (N) 086 30 45.     (W)   SCALED
 JA0628* NAVD 88 ORTHO HEIGHT -   237.992 (meters)      780.81  (feet) ADJUSTED
 JA0628  ______________________________________________________________________
 JA0628  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 JA0628  DYNAMIC HEIGHT  -        237.820 (meters)      780.25  (feet) COMP
 JA0628  MODELED GRAVITY -    979,901.0   (mgal)                       NAVD 88
 JA0628
 JA0628  VERT ORDER      -  FIRST     CLASS II
 JA0628
 JA0628.The horizontal coordinates were scaled from a map and have
 JA0628.an estimated accuracy of +/- 6 seconds.
 JA0628
 JA0628.The orthometric height was determined by differential leveling and
 JA0628.adjusted by the NATIONAL GEODETIC SURVEY
 JA0628.in June 1991.
 JA0628
 JA0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0628.GEOID18 height accuracy estimate available here.
 JA0628
 JA0628.Click photographs - Photos may exist for this station.
 JA0628
 JA0628.The dynamic height is computed by dividing the NAVD 88
 JA0628.geopotential number by the normal gravity value computed on the
 JA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0628.degrees latitude (g = 980.6199 gals.).
 JA0628
 JA0628.The modeled gravity was interpolated from observed gravity values.
 JA0628
 JA0628;                    North         East    Units  Estimated Accuracy
 JA0628;SPC IN W     -   317,640.      950,060.      MT  (+/- 180 meters Scaled)
 JA0628
 JA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH427179(NAD 83)
 JA0628
 JA0628                          SUPERSEDED SURVEY CONTROL
 JA0628
 JA0628  NGVD 29 (??/??/92)  238.094  (m)          781.15   (f) ADJ UNCH    1 2
 JA0628
 JA0628.Superseded values are not recommended for survey control.
 JA0628
 JA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0628.See file dsdata.pdf to determine how the superseded data were derived.
 JA0628
 JA0628_MARKER: DB = BENCH MARK DISK
 JA0628_SETTING: 66 = SET IN ROCK OUTCROP
 JA0628_STAMPING: H 327 1965
 JA0628_MARK LOGO: CGS
 JA0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0628+STABILITY: POSITION/ELEVATION WELL
 JA0628
 JA0628  HISTORY     - Date     Condition        Report By
 JA0628  HISTORY     - 1965     MONUMENTED       CGS
 JA0628
 JA0628                          STATION DESCRIPTION
 JA0628
 JA0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0628'9.7 MI S FROM SULPHUR.
 JA0628'ABOUT 9.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0628'AT SULPHUR, IN SECTION 3, T 5 S, R 1 W, 1 MILE SOUTH OF THE
 JA0628'CROSSROADS OF THE SMALL SETTLEMENT OF MT. PLEASANT, 20 FEET
 JA0628'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 JA0628'ROCK OUTCROP ON THE WEST BANK OF THE HIGHWAY, 1.0 FOOT
 JA0628'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JA0628'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0547 ***********************************************************************
 JA0547  DESIGNATION -  H 328
 JA0547  PID         -  JA0547
 JA0547  STATE/COUNTY-  IN/DUBOIS
 JA0547  COUNTRY     -  US
 JA0547  USGS QUAD   -  BIRDSEYE (2019)
 JA0547
 JA0547                         *CURRENT SURVEY CONTROL
 JA0547  ______________________________________________________________________
 JA0547* NAD 83(1986) POSITION- 38 19 12.     (N) 086 42 47.     (W)   SCALED
 JA0547* NAVD 88 ORTHO HEIGHT -   222.191 (meters)      728.97  (feet) ADJUSTED
 JA0547  ______________________________________________________________________
 JA0547  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 JA0547  DYNAMIC HEIGHT  -        222.039 (meters)      728.47  (feet) COMP
 JA0547  MODELED GRAVITY -    979,941.2   (mgal)                       NAVD 88
 JA0547
 JA0547  VERT ORDER      -  FIRST     CLASS II
 JA0547
 JA0547.The horizontal coordinates were scaled from a map and have
 JA0547.an estimated accuracy of +/- 6 seconds.
 JA0547
 JA0547.The orthometric height was determined by differential leveling and
 JA0547.adjusted by the NATIONAL GEODETIC SURVEY
 JA0547.in June 1991.
 JA0547
 JA0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0547.GEOID18 height accuracy estimate available here.
 JA0547
 JA0547.Click photographs - Photos may exist for this station.
 JA0547
 JA0547.The dynamic height is computed by dividing the NAVD 88
 JA0547.geopotential number by the normal gravity value computed on the
 JA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0547.degrees latitude (g = 980.6199 gals.).
 JA0547
 JA0547.The modeled gravity was interpolated from observed gravity values.
 JA0547
 JA0547;                    North         East    Units  Estimated Accuracy
 JA0547;SPC IN W     -   341,080.      932,380.      MT  (+/- 180 meters Scaled)
 JA0547
 JA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH250413(NAD 83)
 JA0547
 JA0547                          SUPERSEDED SURVEY CONTROL
 JA0547
 JA0547  NGVD 29 (??/??/92)  222.301  (m)          729.33   (f) ADJ UNCH    1 2
 JA0547
 JA0547.Superseded values are not recommended for survey control.
 JA0547
 JA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0547.See file dsdata.pdf to determine how the superseded data were derived.
 JA0547
 JA0547_MARKER: DB = BENCH MARK DISK
 JA0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0547_STAMPING: H 328 1965
 JA0547_MARK LOGO: CGS
 JA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0547+STABILITY: SURFACE MOTION
 JA0547
 JA0547  HISTORY     - Date     Condition        Report By
 JA0547  HISTORY     - 1965     MONUMENTED       CGS
 JA0547
 JA0547                          STATION DESCRIPTION
 JA0547
 JA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0547'1.2 MI W FROM BIRDSEYE.
 JA0547'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0547'AT BIRDSEYE, THENCE 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY, IN
 JA0547'SECTION 26, T 2 S, R 3 W, 93 FEET SOUTHWEST OF THE CENTER OF AN
 JA0547'INTERSECTION OF STATE HIGHWAY 64 AND A PRIVATE DRIVEWAY, 132
 JA0547'FEET NORTHWEST OF THE NORTHWEST RAIL, 55 FEET SOUTHEAST OF THE
 JA0547'CENTER LINE OF THE HIGHWAY, 110 FEET NORTH OF A POWER POLE,
 JA0547'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 JA0547'LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 JA0547'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0548 ***********************************************************************
 HA0548  DESIGNATION -  H 329
 HA0548  PID         -  HA0548
 HA0548  STATE/COUNTY-  IN/SPENCER
 HA0548  COUNTRY     -  US
 HA0548  USGS QUAD   -  LEWISPORT (2019)
 HA0548
 HA0548                         *CURRENT SURVEY CONTROL
 HA0548  ______________________________________________________________________
 HA0548* NAD 83(1986) POSITION- 37 57 40.7    (N) 086 54 57.0    (W)   HD_HELD2
 HA0548* NAVD 88 ORTHO HEIGHT -   120.456 (meters)      395.20  (feet) ADJUSTED
 HA0548  ______________________________________________________________________
 HA0548  GEOID HEIGHT    -        -31.549 (meters)                     GEOID18
 HA0548  DYNAMIC HEIGHT  -        120.375 (meters)      394.93  (feet) COMP
 HA0548  MODELED GRAVITY -    979,949.2   (mgal)                       NAVD 88
 HA0548
 HA0548  VERT ORDER      -  FIRST     CLASS II
 HA0548
 HA0548.The horizontal coordinates were established by autonomous hand held GPS
 HA0548.observations and have an estimated accuracy of +/- 10 meters.
 HA0548
 HA0548.The orthometric height was determined by differential leveling and
 HA0548.adjusted by the NATIONAL GEODETIC SURVEY
 HA0548.in June 1991.
 HA0548
 HA0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0548.GEOID18 height accuracy estimate available here.
 HA0548
 HA0548.Click photographs - Photos may exist for this station.
 HA0548
 HA0548.The dynamic height is computed by dividing the NAVD 88
 HA0548.geopotential number by the normal gravity value computed on the
 HA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0548.degrees latitude (g = 980.6199 gals.).
 HA0548
 HA0548.The modeled gravity was interpolated from observed gravity values.
 HA0548
 HA0548;                    North         East    Units  Estimated Accuracy
 HA0548;SPC IN W     -   301,212.      914,719.      MT  (+/- 10 meters HH2 GPS)
 HA0548
 HA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0739301525(NAD 83)
 HA0548
 HA0548                          SUPERSEDED SURVEY CONTROL
 HA0548
 HA0548  NGVD 29 (??/??/92)  120.564  (m)          395.55   (f) ADJ UNCH    1 2
 HA0548
 HA0548.Superseded values are not recommended for survey control.
 HA0548
 HA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0548.See file dsdata.pdf to determine how the superseded data were derived.
 HA0548
 HA0548_MARKER: DB = BENCH MARK DISK
 HA0548_SETTING: 66 = SET IN ROCK OUTCROP
 HA0548_STAMPING: H 329 1965
 HA0548_MARK LOGO: CGS
 HA0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0548+STABILITY: POSITION/ELEVATION WELL
 HA0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0548+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0548
 HA0548  HISTORY     - Date     Condition        Report By
 HA0548  HISTORY     - 1965     MONUMENTED       CGS
 HA0548  HISTORY     - 20111201 GOOD             GEOCAC
 HA0548  HISTORY     - 20221220 GOOD             INDOT
 HA0548
 HA0548                          STATION DESCRIPTION
 HA0548
 HA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0548'4.5 MI NE FROM GRANDVIEW.
 HA0548'ABOUT 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST
 HA0548'OFFICE AT GRANDVIEW, IN SECTION, T 6 S, R 5 W, 0.25 MILE WEST OF A
 HA0548'CONCRETE HIGHWAY BRIDGE OVER LITTLE SANDY CREEK, 36 FEET NORTHWEST
 HA0548'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP,
 HA0548'20 1/2 FEET NORTH OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 HA0548'OF A CONCRETE CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
 HA0548
 HA0548                          STATION RECOVERY (2011)
 HA0548
 HA0548'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0548'COORDINATES     N  37  57.678    W  086  54.950
 HA0548'THE MARK WAS RECOVERED IN GOOD CONDITION USING THE WRITTEN
 HA0548'DESCRIPTION.
 HA0548
 HA0548                          STATION RECOVERY (2022)
 HA0548
 HA0548'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0893 ***********************************************************************
 KA0893  DESIGNATION -  H 33
 KA0893  PID         -  KA0893
 KA0893  STATE/COUNTY-  IN/PARKE
 KA0893  COUNTRY     -  US
 KA0893  USGS QUAD   -  BELLMORE (2019)
 KA0893
 KA0893                         *CURRENT SURVEY CONTROL
 KA0893  ______________________________________________________________________
 KA0893* NAD 83(1986) POSITION- 39 50 30.     (N) 087 06 34.     (W)   SCALED
 KA0893* NAVD 88 ORTHO HEIGHT -   192.860 (meters)      632.74  (feet) ADJUSTED
 KA0893  ______________________________________________________________________
 KA0893  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 KA0893  DYNAMIC HEIGHT  -        192.751 (meters)      632.38  (feet) COMP
 KA0893  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 KA0893
 KA0893  VERT ORDER      -  SECOND    CLASS 0
 KA0893
 KA0893.The horizontal coordinates were scaled from a map and have
 KA0893.an estimated accuracy of +/- 6 seconds.
 KA0893
 KA0893.The orthometric height was determined by differential leveling and
 KA0893.adjusted by the NATIONAL GEODETIC SURVEY
 KA0893.in June 1991.
 KA0893
 KA0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0893.GEOID18 height accuracy estimate available here.
 KA0893
 KA0893.Click photographs - Photos may exist for this station.
 KA0893
 KA0893.The dynamic height is computed by dividing the NAVD 88
 KA0893.geopotential number by the normal gravity value computed on the
 KA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0893.degrees latitude (g = 980.6199 gals.).
 KA0893
 KA0893.The modeled gravity was interpolated from observed gravity values.
 KA0893
 KA0893;                    North         East    Units  Estimated Accuracy
 KA0893;SPC IN W     -   509,940.      897,770.      MT  (+/- 180 meters Scaled)
 KA0893
 KA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK906101(NAD 83)
 KA0893
 KA0893                          SUPERSEDED SURVEY CONTROL
 KA0893
 KA0893  NGVD 29 (??/??/92)  192.951  (m)          633.04   (f) ADJ UNCH    2 0
 KA0893
 KA0893.Superseded values are not recommended for survey control.
 KA0893
 KA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0893.See file dsdata.pdf to determine how the superseded data were derived.
 KA0893
 KA0893_MARKER: DB = BENCH MARK DISK
 KA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0893_STAMPING: H 33 1934
 KA0893_MARK LOGO: CGS
 KA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0893+STABILITY: SURFACE MOTION
 KA0893
 KA0893  HISTORY     - Date     Condition        Report By
 KA0893  HISTORY     - 1934     MONUMENTED       CGS
 KA0893  HISTORY     - 1935     GOOD             CGS
 KA0893
 KA0893                          STATION DESCRIPTION
 KA0893
 KA0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0893'AT GUION.
 KA0893'AT GUION, PARKE COUNTY, 7 YARDS NORTH OF THE NORTHEAST CORNER
 KA0893'OF THE PENNSYLVANIA RAILROAD STATION, 0.3 MILE NORTH OF MILEPOST
 KA0893'32, 3 RAILS SOUTH OF A RAILROAD OVERPASS, 15 YARDS NORTHEAST
 KA0893'OF THE CENTER OF THE JUNCTION OF TWO GRAVEL ROADS, 8 YARDS WEST OF
 KA0893'THE WEST RAIL OF THE MAIN TRACK, AND 3 YARDS WEST OF THE WEST RAIL
 KA0893'OF A SIDETRACK.  A STANDARD DISK, STAMPED H 33 1934 AND SET IN
 KA0893'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0989 ***********************************************************************
 JA0989  DESIGNATION -  H 331
 JA0989  PID         -  JA0989
 JA0989  STATE/COUNTY-  IN/PIKE
 JA0989  COUNTRY     -  US
 JA0989  USGS QUAD   -  VELPEN (2019)
 JA0989
 JA0989                         *CURRENT SURVEY CONTROL
 JA0989  ______________________________________________________________________
 JA0989* NAD 83(1986) POSITION- 38 21 29.     (N) 087 06 36.     (W)   SCALED
 JA0989* NAVD 88 ORTHO HEIGHT -   139.766 (meters)      458.55  (feet) ADJUSTED
 JA0989  ______________________________________________________________________
 JA0989  GEOID HEIGHT    -        -32.084 (meters)                     GEOID18
 JA0989  DYNAMIC HEIGHT  -        139.674 (meters)      458.25  (feet) COMP
 JA0989  MODELED GRAVITY -    979,965.0   (mgal)                       NAVD 88
 JA0989
 JA0989  VERT ORDER      -  FIRST     CLASS II
 JA0989
 JA0989.The horizontal coordinates were scaled from a map and have
 JA0989.an estimated accuracy of +/- 6 seconds.
 JA0989
 JA0989.The orthometric height was determined by differential leveling and
 JA0989.adjusted by the NATIONAL GEODETIC SURVEY
 JA0989.in June 1991.
 JA0989
 JA0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0989.GEOID18 height accuracy estimate available here.
 JA0989
 JA0989.Click photographs - Photos may exist for this station.
 JA0989
 JA0989.The dynamic height is computed by dividing the NAVD 88
 JA0989.geopotential number by the normal gravity value computed on the
 JA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0989.degrees latitude (g = 980.6199 gals.).
 JA0989
 JA0989.The modeled gravity was interpolated from observed gravity values.
 JA0989
 JA0989;                    North         East    Units  Estimated Accuracy
 JA0989;SPC IN W     -   345,240.      897,670.      MT  (+/- 180 meters Scaled)
 JA0989
 JA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH903455(NAD 83)
 JA0989
 JA0989                          SUPERSEDED SURVEY CONTROL
 JA0989
 JA0989  NGVD 29 (??/??/92)  139.882  (m)          458.93   (f) ADJ UNCH    1 2
 JA0989
 JA0989.Superseded values are not recommended for survey control.
 JA0989
 JA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0989.See file dsdata.pdf to determine how the superseded data were derived.
 JA0989
 JA0989_MARKER: DB = BENCH MARK DISK
 JA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0989_STAMPING: H 331 1965
 JA0989_MARK LOGO: CGS
 JA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0989+STABILITY: SURFACE MOTION
 JA0989
 JA0989  HISTORY     - Date     Condition        Report By
 JA0989  HISTORY     - 1965     MONUMENTED       CGS
 JA0989
 JA0989                          STATION DESCRIPTION
 JA0989
 JA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0989'7 MI E FROM WINSLOW.
 JA0989'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0989'OFFICE AT WINSLOW, THENCE 6.5 MILES EAST ALONG THE SOUTHERN
 JA0989'RAILWAY, IN SECTION 7, T 2 S, R 6 W, 8 1/2 POLES EAST OF MILEPOST
 JA0989'189, 55 FEET SOUTH OF THE SOUTH RAIL, 16 FEET WEST OF THE CENTER
 JA0989'LINE OF THE ROAD, 51 FEET WEST AND ACROSS THE ROAD FROM A
 JA0989'POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A METAL
 JA0989'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, SET
 JA0989'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1120 ***********************************************************************
 JA1120  DESIGNATION -  H 332
 JA1120  PID         -  JA1120
 JA1120  STATE/COUNTY-  IN/GIBSON
 JA1120  COUNTRY     -  US
 JA1120  USGS QUAD   -  PRINCETON (2019)
 JA1120
 JA1120                         *CURRENT SURVEY CONTROL
 JA1120  ______________________________________________________________________
 JA1120* NAD 83(1986) POSITION- 38 19 51.     (N) 087 30 48.     (W)   SCALED
 JA1120* NAVD 88 ORTHO HEIGHT -   149.654 (meters)      490.99  (feet) ADJUSTED
 JA1120  ______________________________________________________________________
 JA1120  GEOID HEIGHT    -        -31.543 (meters)                     GEOID18
 JA1120  DYNAMIC HEIGHT  -        149.554 (meters)      490.66  (feet) COMP
 JA1120  MODELED GRAVITY -    979,963.6   (mgal)                       NAVD 88
 JA1120
 JA1120  VERT ORDER      -  FIRST     CLASS II
 JA1120
 JA1120.The horizontal coordinates were scaled from a map and have
 JA1120.an estimated accuracy of +/- 6 seconds.
 JA1120
 JA1120.The orthometric height was determined by differential leveling and
 JA1120.adjusted by the NATIONAL GEODETIC SURVEY
 JA1120.in June 1991.
 JA1120
 JA1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1120.GEOID18 height accuracy estimate available here.
 JA1120
 JA1120.Click photographs - Photos may exist for this station.
 JA1120
 JA1120.The dynamic height is computed by dividing the NAVD 88
 JA1120.geopotential number by the normal gravity value computed on the
 JA1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1120.degrees latitude (g = 980.6199 gals.).
 JA1120
 JA1120.The modeled gravity was interpolated from observed gravity values.
 JA1120
 JA1120;                    North         East    Units  Estimated Accuracy
 JA1120;SPC IN W     -   342,300.      862,400.      MT  (+/- 180 meters Scaled)
 JA1120
 JA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH551426(NAD 83)
 JA1120
 JA1120                          SUPERSEDED SURVEY CONTROL
 JA1120
 JA1120  NGVD 29 (??/??/92)  149.790  (m)          491.44   (f) ADJ UNCH    1 2
 JA1120
 JA1120.Superseded values are not recommended for survey control.
 JA1120
 JA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1120.See file dsdata.pdf to determine how the superseded data were derived.
 JA1120
 JA1120_MARKER: DB = BENCH MARK DISK
 JA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1120_STAMPING: H 332 1965
 JA1120_MARK LOGO: CGS
 JA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1120+STABILITY: SURFACE MOTION
 JA1120
 JA1120  HISTORY     - Date     Condition        Report By
 JA1120  HISTORY     - 1965     MONUMENTED       CGS
 JA1120
 JA1120                          STATION DESCRIPTION
 JA1120
 JA1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1120'3.6 MI W FROM FRANCISCO.
 JA1120'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 JA1120'AT FRANCISCO, THENCE 3.4 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA1120'OR 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE GIBSON COUNTY
 JA1120'COURTHOUSE AT PRINCETON, THENCE 3.1 MILES EAST ALONG THE SOUTHERN
 JA1120'RAILWAY, 146 FEET EAST-NORTHEAST OF THE CENTER OF A CROSSING OF
 JA1120'THE RAILROAD AND A ROAD, 32 1/2 FEET NORTH OF THE NORTH RAIL, 60
 JA1120'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 64, 70 FEET
 JA1120'NORTHWEST AND ACROSS THE TRACK FROM POWER POLE NUMBER 876-1233,
 JA1120'13.8 FEET EAST OF A 26-INCH OAK TREE, 13.7 FEET WEST OF AN
 JA1120'18-INCH GUM TREE, 1.8 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 JA1120'4 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 2 1/2 FEET BELOW
 JA1120'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA1120'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0675 ***********************************************************************
 MD0675  DESIGNATION -  H 333
 MD0675  PID         -  MD0675
 MD0675  STATE/COUNTY-  IN/WHITLEY
 MD0675  COUNTRY     -  US
 MD0675  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0675
 MD0675                         *CURRENT SURVEY CONTROL
 MD0675  ______________________________________________________________________
 MD0675* NAD 83(1986) POSITION- 41 08 46.     (N) 085 28 20.     (W)   SCALED
 MD0675* NAVD 88 ORTHO HEIGHT -   254.548 (meters)      835.13  (feet) ADJUSTED
 MD0675  ______________________________________________________________________
 MD0675  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 MD0675  DYNAMIC HEIGHT  -        254.450 (meters)      834.81  (feet) COMP
 MD0675  MODELED GRAVITY -    980,230.7   (mgal)                       NAVD 88
 MD0675
 MD0675  VERT ORDER      -  FIRST     CLASS I
 MD0675
 MD0675.The horizontal coordinates were scaled from a map and have
 MD0675.an estimated accuracy of +/- 6 seconds.
 MD0675
 MD0675.The orthometric height was determined by differential leveling and
 MD0675.adjusted by the NATIONAL GEODETIC SURVEY
 MD0675.in June 1991.
 MD0675
 MD0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0675.GEOID18 height accuracy estimate available here.
 MD0675
 MD0675.Click photographs - Photos may exist for this station.
 MD0675
 MD0675.The dynamic height is computed by dividing the NAVD 88
 MD0675.geopotential number by the normal gravity value computed on the
 MD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0675.degrees latitude (g = 980.6199 gals.).
 MD0675
 MD0675.The modeled gravity was interpolated from observed gravity values.
 MD0675
 MD0675;                    North         East    Units  Estimated Accuracy
 MD0675;SPC IN E     -   654,800.      116,320.      MT  (+/- 180 meters Scaled)
 MD0675
 MD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL282561(NAD 83)
 MD0675
 MD0675                          SUPERSEDED SURVEY CONTROL
 MD0675
 MD0675  NGVD 29 (01/19/93)  254.702  (m)          835.63   (f) ADJUSTED    1 1
 MD0675  NGVD 29 (??/??/92)  254.702  (m)          835.63   (f) SUPERSEDED  1 1
 MD0675
 MD0675.Superseded values are not recommended for survey control.
 MD0675
 MD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0675.See file dsdata.pdf to determine how the superseded data were derived.
 MD0675
 MD0675_MARKER: DB = BENCH MARK DISK
 MD0675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0675_SP_SET: HEADWALL
 MD0675_STAMPING: H 333 1968
 MD0675_MARK LOGO: CGS
 MD0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0675+STABILITY: SURFACE MOTION
 MD0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0675+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0675
 MD0675  HISTORY     - Date     Condition        Report By
 MD0675  HISTORY     - 1968     MONUMENTED       CGS
 MD0675  HISTORY     - 19921009 GOOD             NGS
 MD0675
 MD0675                          STATION DESCRIPTION
 MD0675
 MD0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0675'0.8 MI SW FROM COLUMBIA CITY.
 MD0675'ABOUT 0.8 MILE SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0675'THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT 0.1 MILE
 MD0675'SOUTHEAST OF MILEPOST 338, IN SECTION 14, R 9 E, T 31 N, SET ON
 MD0675'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE HEAD WALL OF
 MD0675'A 4 FOOT BOX CULVERT UNDER THE TRACK, 25 FEET NORTHEAST OF THE
 MD0675'NORTHEAST RAIL OF THE WESTBOUND TRACK, 3.3 FEET NORTHWEST OF THE
 MD0675'SOUTHEAST END OF THE HEAD WALL AND 10 FEET BELOW THE LEVEL OF
 MD0675'THE TRACK.
 MD0675
 MD0675                          STATION RECOVERY (1992)
 MD0675
 MD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0675'1.3 KM (0.80 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0675'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, IN TOP OF AND 1.0 M
 MD0675'(3.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST STONE
 MD0675'HEADWALL OF AN ARCHED CULVERT, 11.3 M (37.1 FT) NORTHEAST OF THE NEAT
 MD0675'RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0997 ***********************************************************************
 MD0997  DESIGNATION -  H 334
 MD0997  PID         -  MD0997
 MD0997  STATE/COUNTY-  IN/KOSCIUSKO
 MD0997  COUNTRY     -  US
 MD0997  USGS QUAD   -  PIERCETON (2019)
 MD0997
 MD0997                         *CURRENT SURVEY CONTROL
 MD0997  ______________________________________________________________________
 MD0997* NAD 83(1986) POSITION- 41 11 52.     (N) 085 41 31.     (W)   SCALED
 MD0997* NAVD 88 ORTHO HEIGHT -   279.248 (meters)      916.17  (feet) ADJUSTED
 MD0997  ______________________________________________________________________
 MD0997  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 MD0997  DYNAMIC HEIGHT  -        279.131 (meters)      915.78  (feet) COMP
 MD0997  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 MD0997
 MD0997  VERT ORDER      -  FIRST     CLASS I
 MD0997
 MD0997.The horizontal coordinates were scaled from a map and have
 MD0997.an estimated accuracy of +/- 6 seconds.
 MD0997
 MD0997.The orthometric height was determined by differential leveling and
 MD0997.adjusted by the NATIONAL GEODETIC SURVEY
 MD0997.in April 1995.
 MD0997
 MD0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0997.GEOID18 height accuracy estimate available here.
 MD0997
 MD0997.Click photographs - Photos may exist for this station.
 MD0997
 MD0997.The dynamic height is computed by dividing the NAVD 88
 MD0997.geopotential number by the normal gravity value computed on the
 MD0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0997.degrees latitude (g = 980.6199 gals.).
 MD0997
 MD0997.The modeled gravity was interpolated from observed gravity values.
 MD0997
 MD0997;                    North         East    Units  Estimated Accuracy
 MD0997;SPC IN E     -   660,520.       97,880.      MT  (+/- 180 meters Scaled)
 MD0997
 MD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL096615(NAD 83)
 MD0997
 MD0997                          SUPERSEDED SURVEY CONTROL
 MD0997
 MD0997  NAVD 88 (06/15/91)  279.252  (m)          916.18   (f) SUPERSEDED  1 1
 MD0997  NGVD 29 (01/19/93)  279.391  (m)          916.64   (f) ADJUSTED    1 1
 MD0997  NGVD 29 (??/??/92)  279.391  (m)          916.64   (f) SUPERSEDED  1 1
 MD0997
 MD0997.Superseded values are not recommended for survey control.
 MD0997
 MD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0997.See file dsdata.pdf to determine how the superseded data were derived.
 MD0997
 MD0997_MARKER: DB = BENCH MARK DISK
 MD0997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0997_SP_SET: HEADWALL
 MD0997_STAMPING: H 334 1968
 MD0997_MARK LOGO: CGS
 MD0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0997+STABILITY: SURFACE MOTION
 MD0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0997+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0997
 MD0997  HISTORY     - Date     Condition        Report By
 MD0997  HISTORY     - 1968     MONUMENTED       CGS
 MD0997  HISTORY     - 19921008 GOOD             NGS
 MD0997  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD0997
 MD0997                          STATION DESCRIPTION
 MD0997
 MD0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0997'0.8 MI SE FROM PIERCETON.
 MD0997'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE
 MD0997'INTERSECTION OF STATE HIGHWAY 13 AT PIERCETON, IN SECTION 27,
 MD0997'R 7E, T 32 N, AT OUTSIDE AND NEAR EAST END OF A CURVE IN HIGHWAY,
 MD0997'SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 MD0997'OF A 6 FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY,
 MD0997'52 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 MD0997'HIGHWAY, 1.2 FEET WEST OF THE EAST END OF THE HEAD WALL AND ABOUT
 MD0997'15 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MD0997
 MD0997                          STATION RECOVERY (1992)
 MD0997
 MD0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0997'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0997'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 1.3 KM (0.80 MI)
 MD0997'EASTERLY ALONG U.S. HIGHWAY 30, IN TOP OF AND 0.35 M (1.15 FT) WEST
 MD0997'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 15.9 M
 MD0997'(52.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MD0997'HIGHWAY, AND 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY.
 MD0997
 MD0997                          STATION RECOVERY (1997)
 MD0997
 MD0997'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD0997'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0280 ***********************************************************************
 ME0280  DESIGNATION -  H 335
 ME0280  PID         -  ME0280
 ME0280  STATE/COUNTY-  IN/MARSHALL
 ME0280  COUNTRY     -  US
 ME0280  USGS QUAD   -  DONALDSON (2019)
 ME0280
 ME0280                         *CURRENT SURVEY CONTROL
 ME0280  ______________________________________________________________________
 ME0280* NAD 83(1986) POSITION- 41 21 04.78   (N) 086 23 11.65   (W)   HD_HELD1
 ME0280* NAVD 88 ORTHO HEIGHT -   256.854 (meters)      842.70  (feet) ADJUSTED
 ME0280  ______________________________________________________________________
 ME0280  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME0280  DYNAMIC HEIGHT  -        256.748 (meters)      842.35  (feet) COMP
 ME0280  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 ME0280
 ME0280  VERT ORDER      -  FIRST     CLASS I
 ME0280
 ME0280.The horizontal coordinates were determined by differentially corrected
 ME0280.hand held GPS observations or other comparable positioning techniques
 ME0280.and have an estimated accuracy of +/- 3 meters.
 ME0280
 ME0280.The orthometric height was determined by differential leveling and
 ME0280.adjusted by the NATIONAL GEODETIC SURVEY
 ME0280.in June 1991.
 ME0280
 ME0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0280.GEOID18 height accuracy estimate available here.
 ME0280
 ME0280.Click photographs - Photos may exist for this station.
 ME0280
 ME0280.The dynamic height is computed by dividing the NAVD 88
 ME0280.geopotential number by the normal gravity value computed on the
 ME0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0280.degrees latitude (g = 980.6199 gals.).
 ME0280
 ME0280.The modeled gravity was interpolated from observed gravity values.
 ME0280
 ME0280;                    North         East    Units  Estimated Accuracy
 ME0280;SPC IN E     -   677,824.5      39,755.4     MT  (+/- 3 meters HH1 GPS) 
 ME0280
 ME0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5131577940(NAD 83)
 ME0280
 ME0280                          SUPERSEDED SURVEY CONTROL
 ME0280
 ME0280  NGVD 29 (01/19/93)  256.969  (m)          843.07   (f) ADJUSTED    1 1
 ME0280  NGVD 29 (??/??/92)  256.969  (m)          843.07   (f) SUPERSEDED  1 1
 ME0280
 ME0280.Superseded values are not recommended for survey control.
 ME0280
 ME0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0280.See file dsdata.pdf to determine how the superseded data were derived.
 ME0280
 ME0280_MARKER: DB = BENCH MARK DISK
 ME0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0280_STAMPING: H 335 1968
 ME0280_MARK LOGO: CGS
 ME0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0280+STABILITY: SURFACE MOTION
 ME0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0280+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0280
 ME0280  HISTORY     - Date     Condition        Report By
 ME0280  HISTORY     - 1968     MONUMENTED       CGS
 ME0280  HISTORY     - 1984     GOOD             USPSQD
 ME0280  HISTORY     - 1988     GOOD             USPSQD
 ME0280  HISTORY     - 1990     GOOD             USPSQD
 ME0280  HISTORY     - 19920907 GOOD             NGS
 ME0280
 ME0280                          STATION DESCRIPTION
 ME0280
 ME0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0280'3.8 MI W FROM PLYMOUTH.
 ME0280'ABOUT 3.8 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0280'STATION AT PLYMOUTH, IN SECTION 34, R 1 E, T 4 N, ABOUT 0.3
 ME0280'MILE EAST OF MILEPOST 388, 76 1/2 FEET NORTHWEST OF THE CENTER
 ME0280'OF THE CROSSING OF REDWOOD ROAD AND THE WESTBOUND TRACK, 46.7
 ME0280'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 48 FEET
 ME0280'WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 ME0280'RIGHT-OF-WAY FENCE LINE, 1.2 FEET EAST OF A METAL WITNESS POST,
 ME0280'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME0280'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0280
 ME0280                          STATION RECOVERY (1984)
 ME0280
 ME0280'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0280'RECOVERED IN GOOD CONDITION.
 ME0280
 ME0280                          STATION RECOVERY (1988)
 ME0280
 ME0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0280'RECOVERED IN GOOD CONDITION.
 ME0280
 ME0280                          STATION RECOVERY (1990)
 ME0280
 ME0280'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0280'RECOVERED IN GOOD CONDITION.
 ME0280
 ME0280                          STATION RECOVERY (1992)
 ME0280
 ME0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0280'6.8 KM (4.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0280'OF STATE HIGHWAY 17 IN PLYMOUTH, 18.2 M (59.7 FT) NORTH OF THE NEAR
 ME0280'RAIL, 14.1 M (46.3 FT) WEST OF THE CENTER OF NORTH REDWOOD ROAD, 9.7
 ME0280'M (31.8 FT) SOUTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) SOUTH OF A
 ME0280'WITNESS POST AND FENCE, LEVEL WITH THE TRACK, AND THE MONUMENT IS
 ME0280'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1629 ***********************************************************************
 LB1629  DESIGNATION -  H 34
 LB1629  PID         -  LB1629
 LB1629  STATE/COUNTY-  IN/FOUNTAIN
 LB1629  COUNTRY     -  US
 LB1629  USGS QUAD   -  VEEDERSBURG (2019)
 LB1629
 LB1629                         *CURRENT SURVEY CONTROL
 LB1629  ______________________________________________________________________
 LB1629* NAD 83(1986) POSITION- 40 07 10.     (N) 087 17 43.     (W)   SCALED
 LB1629* NAVD 88 ORTHO HEIGHT -   206.190 (meters)      676.48  (feet) ADJUSTED
 LB1629  ______________________________________________________________________
 LB1629  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 LB1629  DYNAMIC HEIGHT  -        206.083 (meters)      676.12  (feet) COMP
 LB1629  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 LB1629
 LB1629  VERT ORDER      -  SECOND    CLASS 0
 LB1629
 LB1629.The horizontal coordinates were scaled from a map and have
 LB1629.an estimated accuracy of +/- 6 seconds.
 LB1629
 LB1629.The orthometric height was determined by differential leveling and
 LB1629.adjusted by the NATIONAL GEODETIC SURVEY
 LB1629.in June 1991.
 LB1629
 LB1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1629.GEOID18 height accuracy estimate available here.
 LB1629
 LB1629.Click photographs - Photos may exist for this station.
 LB1629
 LB1629.The dynamic height is computed by dividing the NAVD 88
 LB1629.geopotential number by the normal gravity value computed on the
 LB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1629.degrees latitude (g = 980.6199 gals.).
 LB1629
 LB1629.The modeled gravity was interpolated from observed gravity values.
 LB1629
 LB1629;                    North         East    Units  Estimated Accuracy
 LB1629;SPC IN W     -   540,800.      881,930.      MT  (+/- 180 meters Scaled)
 LB1629
 LB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK748410(NAD 83)
 LB1629
 LB1629                          SUPERSEDED SURVEY CONTROL
 LB1629
 LB1629  NGVD 29 (??/??/92)  206.257  (m)          676.69   (f) ADJ UNCH    2 0
 LB1629
 LB1629.Superseded values are not recommended for survey control.
 LB1629
 LB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1629.See file dsdata.pdf to determine how the superseded data were derived.
 LB1629
 LB1629_MARKER: DB = BENCH MARK DISK
 LB1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1629_STAMPING: H 34 1934
 LB1629_MARK LOGO: CGS
 LB1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1629+STABILITY: SURFACE MOTION
 LB1629
 LB1629  HISTORY     - Date     Condition        Report By
 LB1629  HISTORY     - 1934     MONUMENTED       CGS
 LB1629
 LB1629                          STATION DESCRIPTION
 LB1629
 LB1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1629'1.9 MI W FROM VEEDERSBURG.
 LB1629'1.9 MILES WEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1629'STATION AT VEEDERSBURG, FOUNTAIN COUNTY, 7 RAILS WEST OF POLE
 LB1629'66/25, 50 YARDS NORTH OF THE LACEY LIVENGOOD BRICK RESIDENCE, 30
 LB1629'YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34, 11 YARDS SOUTH
 LB1629'OF THE SOUTH RAIL, AND 4 YARDS EAST OF THE CENTERLINE OF THE DIRT
 LB1629'ROAD LEADING TO THE SMALL BRICK HOUSE.  A STANDARD DISK, STAMPED
 LB1629'H 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 LB1629'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2138 ***********************************************************************
 ME2138  DESIGNATION -  H 349
 ME2138  PID         -  ME2138
 ME2138  STATE/COUNTY-  IN/PORTER
 ME2138  COUNTRY     -  US
 ME2138  USGS QUAD   -  PORTAGE (2019)
 ME2138
 ME2138                         *CURRENT SURVEY CONTROL
 ME2138  ______________________________________________________________________
 ME2138* NAD 83(1986) POSITION- 41 37 10.     (N) 087 09 21.     (W)   SCALED
 ME2138* NAVD 88 ORTHO HEIGHT -   185.023 (meters)      607.03  (feet) ADJUSTED
 ME2138  ______________________________________________________________________
 ME2138  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 ME2138  DYNAMIC HEIGHT  -        184.956 (meters)      606.81  (feet) COMP
 ME2138  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME2138
 ME2138  VERT ORDER      -  FIRST     CLASS II
 ME2138
 ME2138.The horizontal coordinates were scaled from a map and have
 ME2138.an estimated accuracy of +/- 6 seconds.
 ME2138
 ME2138.The orthometric height was determined by differential leveling and
 ME2138.adjusted by the NATIONAL GEODETIC SURVEY
 ME2138.in June 1991.
 ME2138
 ME2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2138.GEOID18 height accuracy estimate available here.
 ME2138
 ME2138.Click photographs - Photos may exist for this station.
 ME2138
 ME2138.The dynamic height is computed by dividing the NAVD 88
 ME2138.geopotential number by the normal gravity value computed on the
 ME2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2138.degrees latitude (g = 980.6199 gals.).
 ME2138
 ME2138.The modeled gravity was interpolated from observed gravity values.
 ME2138
 ME2138;                    North         East    Units  Estimated Accuracy
 ME2138;SPC IN W     -   707,350.      893,960.      MT  (+/- 180 meters Scaled)
 ME2138
 ME2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM870075(NAD 83)
 ME2138
 ME2138                          SUPERSEDED SURVEY CONTROL
 ME2138
 ME2138  NGVD 29 (01/19/93)  185.118  (m)          607.34   (f) ADJUSTED    1 2
 ME2138
 ME2138.Superseded values are not recommended for survey control.
 ME2138
 ME2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2138.See file dsdata.pdf to determine how the superseded data were derived.
 ME2138
 ME2138_MARKER: DV = VERTICAL CONTROL DISK
 ME2138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2138_SP_SET: PIER
 ME2138_STAMPING: H 349 1985
 ME2138_MARK LOGO: NGS
 ME2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2138+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2020
 ME2138
 ME2138  HISTORY     - Date     Condition        Report By
 ME2138  HISTORY     - 1985     MONUMENTED       NGS
 ME2138  HISTORY     - 20200708 GOOD             MIDT
 ME2138
 ME2138                          STATION DESCRIPTION
 ME2138
 ME2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2138'15.8 KM (9.8 MI) EAST FROM GARY.
 ME2138'15.8 KM (9.8 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2138'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, SET VERTICALLY IN THE EAST
 ME2138'FACE OF THE MOST EASTERLY 1 OF 2 PIERS OF THE PORT HIGHWAY OVERPASS OF
 ME2138'THE HIGHWAY, 23.7 M (77.8 FT) SOUTH OF THE CENTERLINE OF THE WEST
 ME2138'BOUND LANES OF THE HIGHWAY, 11.2 M (36.7 FT) NORTH OF THE CENTERLINE
 ME2138'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 3.8 M (12.5 FT) EAST OF
 ME2138'THE CENTER OF THE OVERPASS.
 ME2138'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ME2138
 ME2138                          STATION RECOVERY (2020)
 ME2138
 ME2138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 (NE)
 ME2138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0751 ***********************************************************************
 LA0751  DESIGNATION -  H 35
 LA0751  PID         -  LA0751
 LA0751  STATE/COUNTY-  IN/ADAMS
 LA0751  COUNTRY     -  US
 LA0751  USGS QUAD   -  PREBLE (2019)
 LA0751
 LA0751                         *CURRENT SURVEY CONTROL
 LA0751  ______________________________________________________________________
 LA0751* NAD 83(1986) POSITION- 40 49 58.     (N) 085 00 57.     (W)   SCALED
 LA0751* NAVD 88 ORTHO HEIGHT -   248.393 (meters)      814.94  (feet) ADJUSTED
 LA0751  ______________________________________________________________________
 LA0751  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 LA0751  DYNAMIC HEIGHT  -        248.281 (meters)      814.57  (feet) COMP
 LA0751  MODELED GRAVITY -    980,169.8   (mgal)                       NAVD 88
 LA0751
 LA0751  VERT ORDER      -  SECOND    CLASS 0
 LA0751
 LA0751.The horizontal coordinates were scaled from a map and have
 LA0751.an estimated accuracy of +/- 6 seconds.
 LA0751
 LA0751.The orthometric height was determined by differential leveling and
 LA0751.adjusted by the NATIONAL GEODETIC SURVEY
 LA0751.in June 1991.
 LA0751
 LA0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0751.GEOID18 height accuracy estimate available here.
 LA0751
 LA0751.Click photographs - Photos may exist for this station.
 LA0751
 LA0751.The dynamic height is computed by dividing the NAVD 88
 LA0751.geopotential number by the normal gravity value computed on the
 LA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0751.degrees latitude (g = 980.6199 gals.).
 LA0751
 LA0751.The modeled gravity was interpolated from observed gravity values.
 LA0751
 LA0751;                    North         East    Units  Estimated Accuracy
 LA0751;SPC IN E     -   620,190.      154,890.      MT  (+/- 180 meters Scaled)
 LA0751
 LA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL672220(NAD 83)
 LA0751
 LA0751                          SUPERSEDED SURVEY CONTROL
 LA0751
 LA0751  NGVD 29 (??/??/92)  248.540  (m)          815.42   (f) ADJ UNCH    2 0
 LA0751
 LA0751.Superseded values are not recommended for survey control.
 LA0751
 LA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0751.See file dsdata.pdf to determine how the superseded data were derived.
 LA0751
 LA0751_MARKER: DB = BENCH MARK DISK
 LA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0751_STAMPING: H 35 1934
 LA0751_MARK LOGO: CGS
 LA0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0751+STABILITY: SURFACE MOTION
 LA0751
 LA0751  HISTORY     - Date     Condition        Report By
 LA0751  HISTORY     - 1934     MONUMENTED       CGS
 LA0751  HISTORY     - 1947     GOOD             CGS
 LA0751
 LA0751                          STATION DESCRIPTION
 LA0751
 LA0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0751'AT PREBLE.
 LA0751'AT PREBLE, ALONG THE ERIE RAILROAD, 66 FEET SOUTHEAST AND ACROSS
 LA0751'THE TRACK FROM THE SOUTHEAST CORNER OF THE STATION, 165 FEET
 LA0751'WEST OF THE CENTER LINE OF MAIN STREET, 27.8 FEET SOUTH
 LA0751'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 7 FEET NORTHWEST
 LA0751'OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA0751'POST, 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0751'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1656 ***********************************************************************
 KA1656  DESIGNATION -  H 350
 KA1656  PID         -  KA1656
 KA1656  STATE/COUNTY-  IN/HENDRICKS
 KA1656  COUNTRY     -  US
 KA1656  USGS QUAD   -  BROWNSBURG (2019)
 KA1656
 KA1656                         *CURRENT SURVEY CONTROL
 KA1656  ______________________________________________________________________
 KA1656* NAD 83(1986) POSITION- 39 45 45.33   (N) 086 23 57.74   (W)   HD_HELD1
 KA1656* NAVD 88 ORTHO HEIGHT -   253.966 (meters)      833.22  (feet) ADJUSTED
 KA1656  ______________________________________________________________________
 KA1656  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 KA1656  DYNAMIC HEIGHT  -        253.828 (meters)      832.77  (feet) COMP
 KA1656  MODELED GRAVITY -    980,077.5   (mgal)                       NAVD 88
 KA1656
 KA1656  VERT ORDER      -  FIRST     CLASS II
 KA1656
 KA1656.The horizontal coordinates were determined by differentially corrected
 KA1656.hand held GPS observations or other comparable positioning techniques
 KA1656.and have an estimated accuracy of +/- 3 meters.
 KA1656
 KA1656.The orthometric height was determined by differential leveling and
 KA1656.adjusted by the NATIONAL GEODETIC SURVEY
 KA1656.in June 1991.
 KA1656
 KA1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1656.GEOID18 height accuracy estimate available here.
 KA1656
 KA1656.Click photographs - Photos may exist for this station.
 KA1656
 KA1656.The dynamic height is computed by dividing the NAVD 88
 KA1656.geopotential number by the normal gravity value computed on the
 KA1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1656.degrees latitude (g = 980.6199 gals.).
 KA1656
 KA1656.The modeled gravity was interpolated from observed gravity values.
 KA1656
 KA1656;                    North         East    Units  Estimated Accuracy
 KA1656;SPC IN W     -   501,382.3     958,606.1     MT  (+/- 3 meters HH1 GPS) 
 KA1656
 KA1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5144601580(NAD 83)
 KA1656
 KA1656                          SUPERSEDED SURVEY CONTROL
 KA1656
 KA1656.No superseded survey control is available for this station.
 KA1656
 KA1656_MARKER: I = METAL ROD
 KA1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1656_STAMPING: H 350 1985
 KA1656_MARK LOGO: NGS
 KA1656_PROJECTION: RECESSED 2 CENTIMETERS
 KA1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1656+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 KA1656_ROD/PIPE-DEPTH: 7.3 meters
 KA1656
 KA1656  HISTORY     - Date     Condition        Report By
 KA1656  HISTORY     - 1985     MONUMENTED       NGS
 KA1656  HISTORY     - 20101115 GOOD             INDIV
 KA1656
 KA1656                          STATION DESCRIPTION
 KA1656
 KA1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1656'IN AVON.
 KA1656'IN AVON, AT THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 267,
 KA1656'14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 KA1656'THE U.S. HIGHWAY, 14.7 M (48.2 FT) EAST OF THE CENTER OF THE STATE
 KA1656'HIGHWAY, 3.4 M (11.2 FT) NORTHWEST OF THE CENTER OF A 24-INCH MANHOLE
 KA1656'COVER, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE WITH 4 GUY WIRES.
 KA1656'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 KA1656
 KA1656                          STATION RECOVERY (2010)
 KA1656
 KA1656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 KA1656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1677 ***********************************************************************
 KA1677  DESIGNATION -  H 351
 KA1677  PID         -  KA1677
 KA1677  STATE/COUNTY-  IN/PUTNAM
 KA1677  COUNTRY     -  US
 KA1677  USGS QUAD   -  REELSVILLE (2019)
 KA1677
 KA1677                         *CURRENT SURVEY CONTROL
 KA1677  ______________________________________________________________________
 KA1677* NAD 83(1986) POSITION- 39 33 01.     (N) 086 59 02.     (W)   SCALED
 KA1677* NAVD 88 ORTHO HEIGHT -   186.384 (meters)      611.49  (feet) ADJUSTED
 KA1677  ______________________________________________________________________
 KA1677  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 KA1677  DYNAMIC HEIGHT  -        186.277 (meters)      611.14  (feet) COMP
 KA1677  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA1677
 KA1677  VERT ORDER      -  FIRST     CLASS II
 KA1677
 KA1677.The horizontal coordinates were scaled from a map and have
 KA1677.an estimated accuracy of +/- 6 seconds.
 KA1677
 KA1677.The orthometric height was determined by differential leveling and
 KA1677.adjusted by the NATIONAL GEODETIC SURVEY
 KA1677.in June 1991.
 KA1677
 KA1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1677.GEOID18 height accuracy estimate available here.
 KA1677
 KA1677.Click photographs - Photos may exist for this station.
 KA1677
 KA1677.The dynamic height is computed by dividing the NAVD 88
 KA1677.geopotential number by the normal gravity value computed on the
 KA1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1677.degrees latitude (g = 980.6199 gals.).
 KA1677
 KA1677.The modeled gravity was interpolated from observed gravity values.
 KA1677
 KA1677;                    North         East    Units  Estimated Accuracy
 KA1677;SPC IN W     -   477,590.      908,550.      MT  (+/- 180 meters Scaled)
 KA1677
 KA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ013778(NAD 83)
 KA1677
 KA1677                          SUPERSEDED SURVEY CONTROL
 KA1677
 KA1677.No superseded survey control is available for this station.
 KA1677
 KA1677_MARKER: I = METAL ROD
 KA1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1677_STAMPING: H 351 1985
 KA1677_MARK LOGO: NGS
 KA1677_PROJECTION: FLUSH
 KA1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1677_ROD/PIPE-DEPTH: 12.2 meters
 KA1677
 KA1677  HISTORY     - Date     Condition        Report By
 KA1677  HISTORY     - 1985     MONUMENTED       NGS
 KA1677
 KA1677                          STATION DESCRIPTION
 KA1677
 KA1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1677'12.6 KM (7.8 MI) NE FROM BRAZIL.
 KA1677'12.6 KM (7.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1677'JUNCTION WITH STATE HIGHWAT 59 IN BRAZIL, 46.0 M (150.9 FT) WEST OF
 KA1677'THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING BIG WALNUT CREEK,
 KA1677'15.6 M (51.2 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 KA1677'THE HIGHWAY, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE WITH A GUY
 KA1677'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1677'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KA1677'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1663 ***********************************************************************
 KA1663  DESIGNATION -  H 352
 KA1663  PID         -  KA1663
 KA1663  STATE/COUNTY-  IN/HENDRICKS
 KA1663  COUNTRY     -  US
 KA1663  USGS QUAD   -  CLAYTON (2019)
 KA1663
 KA1663                         *CURRENT SURVEY CONTROL
 KA1663  ______________________________________________________________________
 KA1663* NAD 83(1986) POSITION- 39 42 39.     (N) 086 31 23.     (W)   SCALED
 KA1663* NAVD 88 ORTHO HEIGHT -   272.691 (meters)      894.65  (feet) ADJUSTED
 KA1663  ______________________________________________________________________
 KA1663  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KA1663  DYNAMIC HEIGHT  -        272.541 (meters)      894.16  (feet) COMP
 KA1663  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA1663
 KA1663  VERT ORDER      -  FIRST     CLASS II
 KA1663
 KA1663.The horizontal coordinates were scaled from a map and have
 KA1663.an estimated accuracy of +/- 6 seconds.
 KA1663
 KA1663.The orthometric height was determined by differential leveling and
 KA1663.adjusted by the NATIONAL GEODETIC SURVEY
 KA1663.in June 1991.
 KA1663
 KA1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1663.GEOID18 height accuracy estimate available here.
 KA1663
 KA1663.Click photographs - Photos may exist for this station.
 KA1663
 KA1663.The dynamic height is computed by dividing the NAVD 88
 KA1663.geopotential number by the normal gravity value computed on the
 KA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1663.degrees latitude (g = 980.6199 gals.).
 KA1663
 KA1663.The modeled gravity was interpolated from observed gravity values.
 KA1663
 KA1663;                    North         East    Units  Estimated Accuracy
 KA1663;SPC IN W     -   495,560.      948,040.      MT  (+/- 180 meters Scaled)
 KA1663
 KA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ408957(NAD 83)
 KA1663
 KA1663                          SUPERSEDED SURVEY CONTROL
 KA1663
 KA1663.No superseded survey control is available for this station.
 KA1663
 KA1663_MARKER: I = METAL ROD
 KA1663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1663_STAMPING: H 352 1985
 KA1663_MARK LOGO: NGS
 KA1663_PROJECTION: FLUSH
 KA1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1663_ROD/PIPE-DEPTH: 5.8 meters
 KA1663
 KA1663  HISTORY     - Date     Condition        Report By
 KA1663  HISTORY     - 1985     MONUMENTED       NGS
 KA1663
 KA1663                          STATION DESCRIPTION
 KA1663
 KA1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1663'6.0 KM (3.7 MI) SOUTH FROM DANVILLE.
 KA1663'6.0 KM (3.75 MI) SOUTHERLY ALONG STATE HIGHWAY 39 FROM ITS JUNCTION
 KA1663'WITH U.S. HIGHWAY 36 IN DANVILLE, OR 6.0 KM (3.75 MI) NORTHERLY ALONG
 KA1663'STATE HIGHWAY 39 FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN BELLEVILLE,
 KA1663'1.0 KM (0.6 MI) NORTH OF THE INTERSECTION OF COUNTY ROAD 400 SOUTH,
 KA1663'5.1 M (16.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M
 KA1663'(2.0 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1663'THROUGH A 5-INCH LOGO CAP.
 KA1663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1702 ***********************************************************************
 KA1702  DESIGNATION -  H 353
 KA1702  PID         -  KA1702
 KA1702  STATE/COUNTY-  IN/CLAY
 KA1702  COUNTRY     -  US
 KA1702  USGS QUAD   -  STAUNTON (2019)
 KA1702
 KA1702                         *CURRENT SURVEY CONTROL
 KA1702  ______________________________________________________________________
 KA1702* NAD 83(1986) POSITION- 39 23 13.     (N) 087 08 11.     (W)   SCALED
 KA1702* NAVD 88 ORTHO HEIGHT -   171.988 (meters)      564.26  (feet) ADJUSTED
 KA1702  ______________________________________________________________________
 KA1702  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KA1702  DYNAMIC HEIGHT  -        171.889 (meters)      563.94  (feet) COMP
 KA1702  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA1702
 KA1702  VERT ORDER      -  FIRST     CLASS II
 KA1702
 KA1702.The horizontal coordinates were scaled from a map and have
 KA1702.an estimated accuracy of +/- 6 seconds.
 KA1702
 KA1702.The orthometric height was determined by differential leveling and
 KA1702.adjusted by the NATIONAL GEODETIC SURVEY
 KA1702.in June 1991.
 KA1702
 KA1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1702.GEOID18 height accuracy estimate available here.
 KA1702
 KA1702.Click photographs - Photos may exist for this station.
 KA1702
 KA1702.The dynamic height is computed by dividing the NAVD 88
 KA1702.geopotential number by the normal gravity value computed on the
 KA1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1702.degrees latitude (g = 980.6199 gals.).
 KA1702
 KA1702.The modeled gravity was interpolated from observed gravity values.
 KA1702
 KA1702;                    North         East    Units  Estimated Accuracy
 KA1702;SPC IN W     -   459,450.      895,430.      MT  (+/- 180 meters Scaled)
 KA1702
 KA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ882597(NAD 83)
 KA1702
 KA1702                          SUPERSEDED SURVEY CONTROL
 KA1702
 KA1702.No superseded survey control is available for this station.
 KA1702
 KA1702_MARKER: I = METAL ROD
 KA1702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1702_STAMPING: H 353 1985
 KA1702_MARK LOGO: NGS
 KA1702_PROJECTION: FLUSH
 KA1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1702_ROD/PIPE-DEPTH: 3.3 meters
 KA1702
 KA1702  HISTORY     - Date     Condition        Report By
 KA1702  HISTORY     - 1985     MONUMENTED       NGS
 KA1702
 KA1702                          STATION DESCRIPTION
 KA1702
 KA1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1702'14.6 KM (9.1 MI) EAST FROM RILEY.
 KA1702'14.6 KM (9.05 MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1702'WITH STATE HIGHWAY 159 IN RILEY, OR 12.2 KM (7.6 MI) NORTHERLY ALONG
 KA1702'STATE HIGHWAY 59 FROM ITS JUNCTION WITH STATE HIGHWAY 157 IN CLAY
 KA1702'CITY, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 46, 10.8 M
 KA1702'(35.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD, AND 10.3 M (33.8 FT)
 KA1702'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 KA1702'IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1702'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1702'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1617 ***********************************************************************
 JA1617  DESIGNATION -  H 354
 JA1617  PID         -  JA1617
 JA1617  STATE/COUNTY-  IN/DAVIESS
 JA1617  COUNTRY     -  US
 JA1617  USGS QUAD   -  LYONS (2019)
 JA1617
 JA1617                         *CURRENT SURVEY CONTROL
 JA1617  ______________________________________________________________________
 JA1617* NAD 83(1986) POSITION- 38 52 30.92   (N) 087 05 12.91   (W)   HD_HELD1
 JA1617* NAVD 88 ORTHO HEIGHT -   145.980 (meters)      478.94  (feet) ADJUSTED
 JA1617  ______________________________________________________________________
 JA1617  GEOID HEIGHT    -        -32.589 (meters)                     GEOID18
 JA1617  DYNAMIC HEIGHT  -        145.889 (meters)      478.64  (feet) COMP
 JA1617  MODELED GRAVITY -    980,007.6   (mgal)                       NAVD 88
 JA1617
 JA1617  VERT ORDER      -  FIRST     CLASS II
 JA1617
 JA1617.The horizontal coordinates were determined by differentially corrected
 JA1617.hand held GPS observations or other comparable positioning techniques
 JA1617.and have an estimated accuracy of +/- 3 meters.
 JA1617
 JA1617.The orthometric height was determined by differential leveling and
 JA1617.adjusted by the NATIONAL GEODETIC SURVEY
 JA1617.in June 1991.
 JA1617
 JA1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1617.GEOID18 height accuracy estimate available here.
 JA1617
 JA1617.Click photographs - Photos may exist for this station.
 JA1617
 JA1617.The dynamic height is computed by dividing the NAVD 88
 JA1617.geopotential number by the normal gravity value computed on the
 JA1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1617.degrees latitude (g = 980.6199 gals.).
 JA1617
 JA1617.The modeled gravity was interpolated from observed gravity values.
 JA1617
 JA1617;                    North         East    Units  Estimated Accuracy
 JA1617;SPC IN W     -   402,648.3     899,688.8     MT  (+/- 3 meters HH1 GPS) 
 JA1617
 JA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9246002937(NAD 83)
 JA1617
 JA1617                          SUPERSEDED SURVEY CONTROL
 JA1617
 JA1617.No superseded survey control is available for this station.
 JA1617
 JA1617_MARKER: I = METAL ROD
 JA1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1617_STAMPING: H 354 1985
 JA1617_MARK LOGO: NGS
 JA1617_PROJECTION: RECESSED 1 CENTIMETERS
 JA1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1617_ROD/PIPE-DEPTH: 11.0 meters
 JA1617
 JA1617  HISTORY     - Date     Condition        Report By
 JA1617  HISTORY     - 1985     MONUMENTED       NGS
 JA1617
 JA1617                          STATION DESCRIPTION
 JA1617
 JA1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1617'IN ELNORA.
 JA1617'IN ELNORA, AT THE JUNCTION OF STATE HIGHWAYS 57 AND 58 EAST (ELLEN
 JA1617'STREET), 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 57,
 JA1617'7.0 M (23.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 58 EAST, AND
 JA1617'0.9 M (3.0 FT) SOUTH OF A UTILITY POLE WITH ONE GUY WIRE.
 JA1617'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1617'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1639 ***********************************************************************
 KA1639  DESIGNATION -  H 355
 KA1639  PID         -  KA1639
 KA1639  STATE/COUNTY-  IN/MARION
 KA1639  COUNTRY     -  US
 KA1639  USGS QUAD   -  BEECH GROVE (2019)
 KA1639
 KA1639                         *CURRENT SURVEY CONTROL
 KA1639  ______________________________________________________________________
 KA1639* NAD 83(1986) POSITION- 39 44 56.45   (N) 086 06 33.27   (W)   HD_HELD1
 KA1639* NAVD 88 ORTHO HEIGHT -   233.247 (meters)      765.24  (feet) ADJUSTED
 KA1639  ______________________________________________________________________
 KA1639  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 KA1639  DYNAMIC HEIGHT  -        233.116 (meters)      764.81  (feet) COMP
 KA1639  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 KA1639
 KA1639  VERT ORDER      -  FIRST     CLASS II
 KA1639
 KA1639.The horizontal coordinates were determined by differentially corrected
 KA1639.hand held GPS observations or other comparable positioning techniques
 KA1639.and have an estimated accuracy of +/- 3 meters.
 KA1639
 KA1639.The orthometric height was determined by differential leveling and
 KA1639.adjusted by the NATIONAL GEODETIC SURVEY
 KA1639.in June 1991.
 KA1639
 KA1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1639.GEOID18 height accuracy estimate available here.
 KA1639
 KA1639.Click photographs - Photos may exist for this station.
 KA1639
 KA1639.The dynamic height is computed by dividing the NAVD 88
 KA1639.geopotential number by the normal gravity value computed on the
 KA1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1639.degrees latitude (g = 980.6199 gals.).
 KA1639
 KA1639.The modeled gravity was interpolated from observed gravity values.
 KA1639
 KA1639;                    North         East    Units  Estimated Accuracy
 KA1639;SPC IN E     -   499,744.7      62,070.0     MT  (+/- 3 meters HH1 GPS) 
 KA1639
 KA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7631300280(NAD 83)
 KA1639
 KA1639                          SUPERSEDED SURVEY CONTROL
 KA1639
 KA1639.No superseded survey control is available for this station.
 KA1639
 KA1639_MARKER: I = METAL ROD
 KA1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1639_STAMPING: H 355 1986
 KA1639_MARK LOGO: NGS
 KA1639_PROJECTION: FLUSH
 KA1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1639+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KA1639_ROD/PIPE-DEPTH: 5.5 meters
 KA1639
 KA1639  HISTORY     - Date     Condition        Report By
 KA1639  HISTORY     - 1986     MONUMENTED       NGS
 KA1639  HISTORY     - 20051227 GOOD             USPSQD
 KA1639
 KA1639                          STATION DESCRIPTION
 KA1639
 KA1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1639'IN INDIANAPOLIS.
 KA1639'IN INDIANAPOLIS, AT THE INTERSECTION OF TERRACE AVENUE AND VANDEMAN
 KA1639'STREET, 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF THE STREET, 4.7 M
 KA1639'(15.4 FT) NORTH OF THE EXTENDED CENTER OF THE AVENUE, 1.7 M (5.6 FT)
 KA1639'SOUTH OF A FIRE HYDRANT, AND 1.2 M (3.9 FT) NORTH OF A UTILITY POLE
 KA1639'WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1639'LOGO CAP.
 KA1639'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1639'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KA1639
 KA1639                          STATION RECOVERY (2005)
 KA1639
 KA1639'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 KA1639'RECOVERED AS DESCRIBED.  NO WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1595 ***********************************************************************
 JA1595  DESIGNATION -  H 356
 JA1595  PID         -  JA1595
 JA1595  STATE/COUNTY-  IN/GIBSON
 JA1595  COUNTRY     -  US
 JA1595  USGS QUAD   -  ELBERFELD (2019)
 JA1595
 JA1595                         *CURRENT SURVEY CONTROL
 JA1595  ______________________________________________________________________
 JA1595* NAD 83(1986) POSITION- 38 13 44.     (N) 087 25 06.     (W)   SCALED
 JA1595* NAVD 88 ORTHO HEIGHT -   138.007 (meters)      452.78  (feet) ADJUSTED
 JA1595  ______________________________________________________________________
 JA1595  GEOID HEIGHT    -        -31.523 (meters)                     GEOID18
 JA1595  DYNAMIC HEIGHT  -        137.914 (meters)      452.47  (feet) COMP
 JA1595  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 JA1595
 JA1595  VERT ORDER      -  FIRST     CLASS II
 JA1595
 JA1595.The horizontal coordinates were scaled from a map and have
 JA1595.an estimated accuracy of +/- 6 seconds.
 JA1595
 JA1595.The orthometric height was determined by differential leveling and
 JA1595.adjusted by the NATIONAL GEODETIC SURVEY
 JA1595.in June 1991.
 JA1595
 JA1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1595.GEOID18 height accuracy estimate available here.
 JA1595
 JA1595.Click photographs - Photos may exist for this station.
 JA1595
 JA1595.The dynamic height is computed by dividing the NAVD 88
 JA1595.geopotential number by the normal gravity value computed on the
 JA1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1595.degrees latitude (g = 980.6199 gals.).
 JA1595
 JA1595.The modeled gravity was interpolated from observed gravity values.
 JA1595
 JA1595;                    North         East    Units  Estimated Accuracy
 JA1595;SPC IN W     -   330,950.      870,670.      MT  (+/- 180 meters Scaled)
 JA1595
 JA1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH633312(NAD 83)
 JA1595
 JA1595                          SUPERSEDED SURVEY CONTROL
 JA1595
 JA1595.No superseded survey control is available for this station.
 JA1595
 JA1595_MARKER: I = METAL ROD
 JA1595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1595+WITH SETTING: INFORMATION.
 JA1595_STAMPING: H 356 1986
 JA1595_MARK LOGO: NGS
 JA1595_PROJECTION: RECESSED 1 CENTIMETERS
 JA1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1595_ROD/PIPE-DEPTH: 2.6 meters
 JA1595
 JA1595  HISTORY     - Date     Condition        Report By
 JA1595  HISTORY     - 1986     MONUMENTED       NGS
 JA1595
 JA1595                          STATION DESCRIPTION
 JA1595
 JA1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1595'IN BUCKSKIN.
 JA1595'IN BUCKSKIN, AT THE INTERSECTION OF STATE HIGHWAY 57 AND COUNTY ROAD
 JA1595'800 EAST, 96.4 M (316.3 FT) WEST OF THE HIGHWAY CENTERLINE, 45.3 M
 JA1595'(148.6 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 860, 33.1 M
 JA1595'(108.6 FT) EAST OF A FENCE CORNER, AND 6.5 M (21.3 FT) SOUTH OF THE
 JA1595'ROAD CENTER, AND 5.5 M (18.0 FT) WEST OF A T-FENCE CORNER.
 JA1595'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1595'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JA1595'THE MARK IS 0.6 M ABOVE COUNTY ROAD 800 EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2845 ***********************************************************************
 JZ2845  DESIGNATION -  H 357
 JZ2845  PID         -  JZ2845
 JZ2845  STATE/COUNTY-  IN/SHELBY
 JZ2845  COUNTRY     -  US
 JZ2845  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2845
 JZ2845                         *CURRENT SURVEY CONTROL
 JZ2845  ______________________________________________________________________
 JZ2845* NAD 83(1986) POSITION- 39 31 19.     (N) 085 44 47.     (W)   SCALED
 JZ2845* NAVD 88 ORTHO HEIGHT -   240.939 (meters)      790.48  (feet) ADJUSTED
 JZ2845  ______________________________________________________________________
 JZ2845  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 JZ2845  DYNAMIC HEIGHT  -        240.796 (meters)      790.01  (feet) COMP
 JZ2845  MODELED GRAVITY -    980,030.0   (mgal)                       NAVD 88
 JZ2845
 JZ2845  VERT ORDER      -  FIRST     CLASS II
 JZ2845
 JZ2845.The horizontal coordinates were scaled from a map and have
 JZ2845.an estimated accuracy of +/- 6 seconds.
 JZ2845
 JZ2845.The orthometric height was determined by differential leveling and
 JZ2845.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2845.in June 1991.
 JZ2845
 JZ2845.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2845.GEOID18 height accuracy estimate available here.
 JZ2845
 JZ2845.Click photographs - Photos may exist for this station.
 JZ2845
 JZ2845.The dynamic height is computed by dividing the NAVD 88
 JZ2845.geopotential number by the normal gravity value computed on the
 JZ2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2845.degrees latitude (g = 980.6199 gals.).
 JZ2845
 JZ2845.The modeled gravity was interpolated from observed gravity values.
 JZ2845
 JZ2845;                    North         East    Units  Estimated Accuracy
 JZ2845;SPC IN E     -   474,440.       93,150.      MT  (+/- 180 meters Scaled)
 JZ2845
 JZ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ077754(NAD 83)
 JZ2845
 JZ2845                          SUPERSEDED SURVEY CONTROL
 JZ2845
 JZ2845.No superseded survey control is available for this station.
 JZ2845
 JZ2845_MARKER: I = METAL ROD
 JZ2845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2845_STAMPING: H 357 1986
 JZ2845_MARK LOGO: NGS
 JZ2845_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2845+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 JZ2845_ROD/PIPE-DEPTH: 3.7 meters
 JZ2845
 JZ2845  HISTORY     - Date     Condition        Report By
 JZ2845  HISTORY     - 1986     MONUMENTED       NGS
 JZ2845  HISTORY     - 20080825 GOOD             INDIV
 JZ2845  HISTORY     - 20100307 MARK NOT FOUND   INDIV
 JZ2845  HISTORY     - 20100429 MARK NOT FOUND   INDNR
 JZ2845
 JZ2845                          STATION DESCRIPTION
 JZ2845
 JZ2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2845'1.0 KM (0.6 MI) SW FROM SHELBYVILLE.
 JZ2845'1.0 KM (0.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 JZ2845'WITH INTERSTATE HIGHWAY 74 IN SHELBYVILLE, 9.8 M (32.2 FT) NORTHWEST
 JZ2845'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.5 M
 JZ2845'(31.2 FT) NORTHEAST OF UTILITY POLE NUMBER 807-2327, 5.9 M (19.4 FT)
 JZ2845'SOUTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 0.9 M (3.0 FT)
 JZ2845'NORTHEAST OF THE SOUTHEAST SUPPORT POST OF AN INFORMATION SIGN.
 JZ2845'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JZ2845
 JZ2845                          STATION RECOVERY (2008)
 JZ2845
 JZ2845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JAB)
 JZ2845'RECOVERED BY M.D. WESSLER, DESCRIPTION IS OUTDATED, APPROX INDIANA
 JZ2845'EAST SPC....NORTHING 1556664.57 SFT....EASTING 305639.58 SFT
 JZ2845
 JZ2845                          STATION RECOVERY (2010)
 JZ2845
 JZ2845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SEB)
 JZ2845'INDIANA SP COORDINATES GIVEN FOR LAST LOCATION DESCRIPTION (BY
 JZ2845'M.D.WESSLER, 2008) WERE RETRACED.  LOCATION WAS FOUND TO BE IN A SMALL
 JZ2845'
 JZ2845'GRASS STRIP BETWEEN SIDEWALK AND BACK OF CURB OF A RECONSTRUCTED STATE
 JZ2845'
 JZ2845'ROAD 44.  THE RAILROAD TRACKS REFERENCED IN AN EARLIER DESCRIPTION
 JZ2845'(1986) WERE REMOVED SOME TIME AGO AND THE AREA REGRADED FOR SR44
 JZ2845'RECONSTRUCTION.
 JZ2845
 JZ2845                          STATION RECOVERY (2010)
 JZ2845
 JZ2845'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2845'THE HIGHWAY WAS RECENTLY RECONSTRUCTED WITH THE ADDITION OF A CENTER
 JZ2845'TURN LANE AND SIDEWALK.  THE COORDINATES FROM THE 2008 RECOVERY PLOT
 JZ2845'ABOUT 52 FEET FROM A POWER POLE VISIBLE ON A 2007 ORTHOPHOTO. THAT
 JZ2845'LOCATION IS NOW NEAR OR UNDER THE NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2820 ***********************************************************************
 JZ2820  DESIGNATION -  H 358
 JZ2820  PID         -  JZ2820
 JZ2820  STATE/COUNTY-  IN/DECATUR
 JZ2820  COUNTRY     -  US
 JZ2820  USGS QUAD   -  GREENSBURG (2019)
 JZ2820
 JZ2820                         *CURRENT SURVEY CONTROL
 JZ2820  ______________________________________________________________________
 JZ2820* NAD 83(1986) POSITION- 39 19 21.17   (N) 085 24 33.23   (W)   HD_HELD1
 JZ2820* NAVD 88 ORTHO HEIGHT -   307.684 (meters)     1009.46  (feet) ADJUSTED
 JZ2820  ______________________________________________________________________
 JZ2820  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 JZ2820  DYNAMIC HEIGHT  -        307.491 (meters)     1008.83  (feet) COMP
 JZ2820  MODELED GRAVITY -    979,990.7   (mgal)                       NAVD 88
 JZ2820
 JZ2820  VERT ORDER      -  FIRST     CLASS II
 JZ2820
 JZ2820.The horizontal coordinates were determined by differentially corrected
 JZ2820.hand held GPS observations or other comparable positioning techniques
 JZ2820.and have an estimated accuracy of +/- 3 meters.
 JZ2820
 JZ2820.The orthometric height was determined by differential leveling and
 JZ2820.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2820.in June 1991.
 JZ2820
 JZ2820.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2820.GEOID18 height accuracy estimate available here.
 JZ2820
 JZ2820.Click photographs - Photos may exist for this station.
 JZ2820
 JZ2820.The dynamic height is computed by dividing the NAVD 88
 JZ2820.geopotential number by the normal gravity value computed on the
 JZ2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2820.degrees latitude (g = 980.6199 gals.).
 JZ2820
 JZ2820.The modeled gravity was interpolated from observed gravity values.
 JZ2820
 JZ2820;                    North         East    Units  Estimated Accuracy
 JZ2820;SPC IN E     -   452,335.4     122,198.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2820
 JZ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3712353777(NAD 83)
 JZ2820
 JZ2820                          SUPERSEDED SURVEY CONTROL
 JZ2820
 JZ2820.No superseded survey control is available for this station.
 JZ2820
 JZ2820_MARKER: F = FLANGE-ENCASED ROD
 JZ2820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2820_STAMPING: H 358 1986
 JZ2820_MARK LOGO: NGS
 JZ2820_PROJECTION: FLUSH
 JZ2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2820+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2022
 JZ2820_ROD/PIPE-DEPTH: 11.7 meters
 JZ2820
 JZ2820  HISTORY     - Date     Condition        Report By
 JZ2820  HISTORY     - 1986     MONUMENTED       NGS
 JZ2820  HISTORY     - 20221229 GOOD             INDOT
 JZ2820
 JZ2820                          STATION DESCRIPTION
 JZ2820
 JZ2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2820'9.3 KM (5.8 MI) SE FROM GREENSBURG.
 JZ2820'2.9 KM (1.8 MI) SOUTHERLY ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM
 JZ2820'ITS JUNCTION WITH INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 6.4 KM
 JZ2820'(4.0 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 46, 48.5 M (159.1 FT) WEST
 JZ2820'OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A RESIDENCE, 14.9 M (48.9
 JZ2820'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.9 M (29.2 FT) EAST
 JZ2820'OF A T-FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JZ2820'5-INCH LOGO CAP.
 JZ2820'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 JZ2820'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JZ2820
 JZ2820                          STATION RECOVERY (2022)
 JZ2820
 JZ2820'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2795 ***********************************************************************
 JZ2795  DESIGNATION -  H 359
 JZ2795  PID         -  JZ2795
 JZ2795  STATE/COUNTY-  IN/DEARBORN
 JZ2795  COUNTRY     -  US
 JZ2795  USGS QUAD   -  GUILFORD (2019)
 JZ2795
 JZ2795                         *CURRENT SURVEY CONTROL
 JZ2795  ______________________________________________________________________
 JZ2795* NAD 83(1986) POSITION- 39 09 18.     (N) 084 52 39.     (W)   SCALED
 JZ2795* NAVD 88 ORTHO HEIGHT -   149.728 (meters)      491.23  (feet) ADJUSTED
 JZ2795  ______________________________________________________________________
 JZ2795  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ2795  DYNAMIC HEIGHT  -        149.635 (meters)      490.93  (feet) COMP
 JZ2795  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JZ2795
 JZ2795  VERT ORDER      -  FIRST     CLASS II
 JZ2795
 JZ2795.The horizontal coordinates were scaled from a map and have
 JZ2795.an estimated accuracy of +/- 6 seconds.
 JZ2795
 JZ2795.The orthometric height was determined by differential leveling and
 JZ2795.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2795.in June 1991.
 JZ2795
 JZ2795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2795.GEOID18 height accuracy estimate available here.
 JZ2795
 JZ2795.Click photographs - Photos may exist for this station.
 JZ2795
 JZ2795.The dynamic height is computed by dividing the NAVD 88
 JZ2795.geopotential number by the normal gravity value computed on the
 JZ2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2795.degrees latitude (g = 980.6199 gals.).
 JZ2795
 JZ2795.The modeled gravity was interpolated from observed gravity values.
 JZ2795
 JZ2795;                    North         East    Units  Estimated Accuracy
 JZ2795;SPC IN E     -   434,000.      168,210.      MT  (+/- 180 meters Scaled)
 JZ2795
 JZ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ833361(NAD 83)
 JZ2795
 JZ2795                          SUPERSEDED SURVEY CONTROL
 JZ2795
 JZ2795.No superseded survey control is available for this station.
 JZ2795
 JZ2795_MARKER: DV = VERTICAL CONTROL DISK
 JZ2795_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2795_SP_SET: PIER
 JZ2795_STAMPING: H 359 1986
 JZ2795_MARK LOGO: NGS
 JZ2795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2795
 JZ2795  HISTORY     - Date     Condition        Report By
 JZ2795  HISTORY     - 1986     MONUMENTED       NGS
 JZ2795
 JZ2795                          STATION DESCRIPTION
 JZ2795
 JZ2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2795'8.4 KM (5.2 MI) NORTH FROM LAWRENCEBURG.
 JZ2795'8.4 KM (5.2 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 JZ2795'U.S. HIGHWAY 50 IN LAWRENCEBURG, SET VERTICALLY IN THE NORTH FACE OF
 JZ2795'THE MOST NORTHERLY 1 OF 3 COLUMNS OF THE SECOND PIER WEST OF THE EAST
 JZ2795'ABUTMENT OF A HIGHWAY BRIDGE SPANNING SALT FORK CREEK, AND 3.6 M (11.8
 JZ2795'FT) NORTH OF THE CENTER OF THE HIGHWAY.
 JZ2795'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0732 ***********************************************************************
 MD0732  DESIGNATION -  H 36
 MD0732  PID         -  MD0732
 MD0732  STATE/COUNTY-  IN/WHITLEY
 MD0732  COUNTRY     -  US
 MD0732  USGS QUAD   -  LAUD (2019)
 MD0732
 MD0732                         *CURRENT SURVEY CONTROL
 MD0732  ______________________________________________________________________
 MD0732* NAD 83(1986) POSITION- 41 00 20.     (N) 085 28 14.     (W)   SCALED
 MD0732* NAVD 88 ORTHO HEIGHT -   256.620 (meters)      841.93  (feet) ADJUSTED
 MD0732  ______________________________________________________________________
 MD0732  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 MD0732  DYNAMIC HEIGHT  -        256.505 (meters)      841.55  (feet) COMP
 MD0732  MODELED GRAVITY -    980,173.0   (mgal)                       NAVD 88
 MD0732
 MD0732  VERT ORDER      -  SECOND    CLASS 0
 MD0732
 MD0732.The horizontal coordinates were scaled from a map and have
 MD0732.an estimated accuracy of +/- 6 seconds.
 MD0732
 MD0732.The orthometric height was determined by differential leveling and
 MD0732.adjusted by the NATIONAL GEODETIC SURVEY
 MD0732.in June 1991.
 MD0732
 MD0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0732.GEOID18 height accuracy estimate available here.
 MD0732
 MD0732.Click photographs - Photos may exist for this station.
 MD0732
 MD0732.The dynamic height is computed by dividing the NAVD 88
 MD0732.geopotential number by the normal gravity value computed on the
 MD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0732.degrees latitude (g = 980.6199 gals.).
 MD0732
 MD0732.The modeled gravity was interpolated from observed gravity values.
 MD0732
 MD0732;                    North         East    Units  Estimated Accuracy
 MD0732;SPC IN E     -   639,190.      116,500.      MT  (+/- 180 meters Scaled)
 MD0732
 MD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL286405(NAD 83)
 MD0732
 MD0732                          SUPERSEDED SURVEY CONTROL
 MD0732
 MD0732  NGVD 29 (??/??/92)  256.758  (m)          842.38   (f) ADJ UNCH    2 0
 MD0732
 MD0732.Superseded values are not recommended for survey control.
 MD0732
 MD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0732.See file dsdata.pdf to determine how the superseded data were derived.
 MD0732
 MD0732_MARKER: DB = BENCH MARK DISK
 MD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0732_STAMPING: H 36 1934
 MD0732_MARK LOGO: CGS
 MD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0732+STABILITY: SURFACE MOTION
 MD0732
 MD0732  HISTORY     - Date     Condition        Report By
 MD0732  HISTORY     - 1934     MONUMENTED       CGS
 MD0732  HISTORY     - 1961     GOOD             CGS
 MD0732  HISTORY     - 1968     GOOD             CGS
 MD0732
 MD0732                          STATION DESCRIPTION
 MD0732
 MD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0732'9.2 MI N FROM HUNTINGTON.
 MD0732'ABOUT 10.4 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0732'IN COLUMBIA CITY, OR 9.25 MILES N ALONG SAME FROM THE COURTHOUSE
 MD0732'IN HUNTINGTON, 0.1 MILE NNE OF THE INTERSECTION OF THE SAID AND
 MD0732'NO. 114 INDIANA HWY. (MARKS HUNTINGTON-WHITLEY COUNTY LINE),
 MD0732'48 FEET E OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 21
 MD0732'FEET E OF PROJECTED CENTER LINE OF HWY. TANGENT FROM THE NORTH, 2.5
 MD0732'FEET N OF R.R.-RAIL POST AT FENCE T-INTERSECTION, 1.3 FEET S
 MD0732'OF STEEL WITNESS POST, LEVEL WITH CENTER OF HWY., AND PROJECTING
 MD0732'0.5 FOOT ABOVE GROUND.
 MD0732
 MD0732                          STATION RECOVERY (1968)
 MD0732
 MD0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1728 ***********************************************************************
 KA1728  DESIGNATION -  H 360
 KA1728  PID         -  KA1728
 KA1728  STATE/COUNTY-  IN/VIGO
 KA1728  COUNTRY     -  US
 KA1728  USGS QUAD   -  NEW GOSHEN (2019)
 KA1728
 KA1728                         *CURRENT SURVEY CONTROL
 KA1728  ______________________________________________________________________
 KA1728* NAD 83(1986) POSITION- 39 31 34.     (N) 087 26 12.     (W)   SCALED
 KA1728* NAVD 88 ORTHO HEIGHT -   181.032 (meters)      593.94  (feet) ADJUSTED
 KA1728  ______________________________________________________________________
 KA1728  GEOID HEIGHT    -        -32.687 (meters)                     GEOID18
 KA1728  DYNAMIC HEIGHT  -        180.930 (meters)      593.60  (feet) COMP
 KA1728  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA1728
 KA1728  VERT ORDER      -  FIRST     CLASS II
 KA1728
 KA1728.The horizontal coordinates were scaled from a map and have
 KA1728.an estimated accuracy of +/- 6 seconds.
 KA1728
 KA1728.The orthometric height was determined by differential leveling and
 KA1728.adjusted by the NATIONAL GEODETIC SURVEY
 KA1728.in June 1991.
 KA1728
 KA1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1728.GEOID18 height accuracy estimate available here.
 KA1728
 KA1728.Click photographs - Photos may exist for this station.
 KA1728
 KA1728.The dynamic height is computed by dividing the NAVD 88
 KA1728.geopotential number by the normal gravity value computed on the
 KA1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1728.degrees latitude (g = 980.6199 gals.).
 KA1728
 KA1728.The modeled gravity was interpolated from observed gravity values.
 KA1728
 KA1728;                    North         East    Units  Estimated Accuracy
 KA1728;SPC IN W     -   474,960.      869,620.      MT  (+/- 180 meters Scaled)
 KA1728
 KA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624752(NAD 83)
 KA1728
 KA1728                          SUPERSEDED SURVEY CONTROL
 KA1728
 KA1728.No superseded survey control is available for this station.
 KA1728
 KA1728_MARKER: I = METAL ROD
 KA1728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1728_STAMPING: H 360 1986
 KA1728_MARK LOGO: NGS
 KA1728_PROJECTION: FLUSH
 KA1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1728_ROD/PIPE-DEPTH: 12.8 meters
 KA1728
 KA1728  HISTORY     - Date     Condition        Report By
 KA1728  HISTORY     - 1986     MONUMENTED       NGS
 KA1728
 KA1728                          STATION DESCRIPTION
 KA1728
 KA1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1728'7.4 KM (4.6 MI) NORTH FROM TERRE HAUTE.
 KA1728'7.4 KM (4.6 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE
 KA1728'IN TERRE HAUTE, 88.1 M (289.0 FT) NORTH OF THE CENTER OF WEST ROAD,
 KA1728'81.8 M (268.4 FT) NORTH OF A FENCE CORNER, 45.1 M (148.0 FT)
 KA1728'SOUTH-SOUTHWEST OF THE SOUTH END OF A GUARDRAIL, AND 18.7 M (61.4 FT)
 KA1728'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 KA1728'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1728'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 KA1728'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1754 ***********************************************************************
 KA1754  DESIGNATION -  H 361
 KA1754  PID         -  KA1754
 KA1754  STATE/COUNTY-  IN/VERMILLION
 KA1754  COUNTRY     -  US
 KA1754  USGS QUAD   -  NEWPORT (2019)
 KA1754
 KA1754                         *CURRENT SURVEY CONTROL
 KA1754  ______________________________________________________________________
 KA1754* NAD 83(1986) POSITION- 39 53 56.     (N) 087 26 13.     (W)   SCALED
 KA1754* NAVD 88 ORTHO HEIGHT -   159.663 (meters)      523.83  (feet) ADJUSTED
 KA1754  ______________________________________________________________________
 KA1754  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KA1754  DYNAMIC HEIGHT  -        159.578 (meters)      523.55  (feet) COMP
 KA1754  MODELED GRAVITY -    980,089.5   (mgal)                       NAVD 88
 KA1754
 KA1754  VERT ORDER      -  FIRST     CLASS II
 KA1754
 KA1754.The horizontal coordinates were scaled from a map and have
 KA1754.an estimated accuracy of +/- 6 seconds.
 KA1754
 KA1754.The orthometric height was determined by differential leveling and
 KA1754.adjusted by the NATIONAL GEODETIC SURVEY
 KA1754.in June 1991.
 KA1754
 KA1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1754.GEOID18 height accuracy estimate available here.
 KA1754
 KA1754.Click photographs - Photos may exist for this station.
 KA1754
 KA1754.The dynamic height is computed by dividing the NAVD 88
 KA1754.geopotential number by the normal gravity value computed on the
 KA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1754.degrees latitude (g = 980.6199 gals.).
 KA1754
 KA1754.The modeled gravity was interpolated from observed gravity values.
 KA1754
 KA1754;                    North         East    Units  Estimated Accuracy
 KA1754;SPC IN W     -   516,350.      869,760.      MT  (+/- 180 meters Scaled)
 KA1754
 KA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK626166(NAD 83)
 KA1754
 KA1754                          SUPERSEDED SURVEY CONTROL
 KA1754
 KA1754.No superseded survey control is available for this station.
 KA1754
 KA1754_MARKER: I = METAL ROD
 KA1754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1754_STAMPING: H 361 1986
 KA1754_MARK LOGO: NGS
 KA1754_PROJECTION: FLUSH
 KA1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1754_ROD/PIPE-DEPTH: 10.5 meters
 KA1754
 KA1754  HISTORY     - Date     Condition        Report By
 KA1754  HISTORY     - 1986     MONUMENTED       NGS
 KA1754
 KA1754                          STATION DESCRIPTION
 KA1754
 KA1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1754'6.6 KM (4.1 MI) SOUTH FROM CAYUGA.
 KA1754'6.6 KM (4.1 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1754'WITH STATE HIGHWAY 234 IN CAYUGA, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 KA1754'INTERSECTION OF STATE HIGHWAY 71, 30.9 M (101.4 FT) NORTHEAST OF THE
 KA1754'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 9.7 M (31.8 FT)
 KA1754'NORTHWEST OF THE CENTER OF AN ASPHALT ROAD LEADING NORTHEAST TO THE
 KA1754'OLD HIGHWAY, AND 2.0 M (6.6 FT) NORTHWEST OF THE SOUTHEAST END OF A
 KA1754'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1754'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 KA1754'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3366 ***********************************************************************
 ME3366  DESIGNATION -  H 367
 ME3366  PID         -  ME3366
 ME3366  STATE/COUNTY-  IN/LAKE
 ME3366  COUNTRY     -  US
 ME3366  USGS QUAD   -  HIGHLAND (2019)
 ME3366
 ME3366                         *CURRENT SURVEY CONTROL
 ME3366  ______________________________________________________________________
 ME3366* NAD 83(1986) POSITION- 41 36 26.     (N) 087 23 41.     (W)   SCALED
 ME3366* NAVD 88 ORTHO HEIGHT -   182.298 (meters)      598.09  (feet) ADJUSTED
 ME3366  ______________________________________________________________________
 ME3366  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 ME3366  DYNAMIC HEIGHT  -        182.231 (meters)      597.87  (feet) COMP
 ME3366  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME3366
 ME3366  VERT ORDER      -  FIRST     CLASS II
 ME3366
 ME3366.The horizontal coordinates were scaled from a map and have
 ME3366.an estimated accuracy of +/- 6 seconds.
 ME3366
 ME3366.The orthometric height was determined by differential leveling and
 ME3366.adjusted by the NATIONAL GEODETIC SURVEY
 ME3366.in April 1995.
 ME3366
 ME3366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3366.GEOID18 height accuracy estimate available here.
 ME3366
 ME3366.Click photographs - Photos may exist for this station.
 ME3366
 ME3366.The dynamic height is computed by dividing the NAVD 88
 ME3366.geopotential number by the normal gravity value computed on the
 ME3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3366.degrees latitude (g = 980.6199 gals.).
 ME3366
 ME3366.The modeled gravity was interpolated from observed gravity values.
 ME3366
 ME3366;                    North         East    Units  Estimated Accuracy
 ME3366;SPC IN W     -   706,040.      874,040.      MT  (+/- 180 meters Scaled)
 ME3366
 ME3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM671062(NAD 83)
 ME3366
 ME3366                          SUPERSEDED SURVEY CONTROL
 ME3366
 ME3366  NGVD 29 (01/19/93)  182.405  (m)          598.44   (f) ADJUSTED    1 2
 ME3366
 ME3366.Superseded values are not recommended for survey control.
 ME3366
 ME3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3366.See file dsdata.pdf to determine how the superseded data were derived.
 ME3366
 ME3366_MARKER: DV = VERTICAL CONTROL DISK
 ME3366_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3366_SP_SET: PIER
 ME3366_STAMPING: H 367 1992
 ME3366_MARK LOGO: NGS
 ME3366_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3366+STABILITY: POSITION/ELEVATION WELL
 ME3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3366+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3366
 ME3366  HISTORY     - Date     Condition        Report By
 ME3366  HISTORY     - 1992     MONUMENTED       NGS
 ME3366
 ME3366                          STATION DESCRIPTION
 ME3366
 ME3366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3366'IN GARY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 ME3366'12, SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERLY OF 2
 ME3366'COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE EASTBOUND
 ME3366'INTERSTATE HIGHWAY OVERPASS OF THE U.S. HIGHWAY, 26.9 M (88.3 FT)
 ME3366'WEST OF THE CENTERLINE OF INDUSTRIAL HIGHWAY, 6.0 M (19.7 FT) WEST OF
 ME3366'THE CENTER OF RIVERSIDE DRIVE, 3.5 M (11.5 FT) SOUTH OF THE CENTER OF
 ME3366'THE OVERPASS, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1961 ***********************************************************************
 MD1961  DESIGNATION -  H 368
 MD1961  PID         -  MD1961
 MD1961  STATE/COUNTY-  IN/KOSCIUSKO
 MD1961  COUNTRY     -  US
 MD1961  USGS QUAD   -  WARSAW (2019)
 MD1961
 MD1961                         *CURRENT SURVEY CONTROL
 MD1961  ______________________________________________________________________
 MD1961* NAD 83(1986) POSITION- 41 14 04.     (N) 085 48 23.     (W)   SCALED
 MD1961* NAVD 88 ORTHO HEIGHT -   262.782 (meters)      862.14  (feet) ADJUSTED
 MD1961  ______________________________________________________________________
 MD1961  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 MD1961  DYNAMIC HEIGHT  -        262.669 (meters)      861.77  (feet) COMP
 MD1961  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1961
 MD1961  VERT ORDER      -  FIRST     CLASS II
 MD1961
 MD1961.The horizontal coordinates were scaled from a map and have
 MD1961.an estimated accuracy of +/- 6 seconds.
 MD1961
 MD1961.The orthometric height was determined by differential leveling and
 MD1961.adjusted by the NATIONAL GEODETIC SURVEY
 MD1961.in April 1995.
 MD1961
 MD1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1961.GEOID18 height accuracy estimate available here.
 MD1961
 MD1961.Click photographs - Photos may exist for this station.
 MD1961
 MD1961.The dynamic height is computed by dividing the NAVD 88
 MD1961.geopotential number by the normal gravity value computed on the
 MD1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1961.degrees latitude (g = 980.6199 gals.).
 MD1961
 MD1961.The modeled gravity was interpolated from observed gravity values.
 MD1961
 MD1961;                    North         East    Units  Estimated Accuracy
 MD1961;SPC IN E     -   664,600.       88,290.      MT  (+/- 180 meters Scaled)
 MD1961
 MD1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000654(NAD 83)
 MD1961
 MD1961                          SUPERSEDED SURVEY CONTROL
 MD1961
 MD1961  NGVD 29 (01/19/93)  262.915  (m)          862.58   (f) ADJUSTED    1 2
 MD1961
 MD1961.Superseded values are not recommended for survey control.
 MD1961
 MD1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1961.See file dsdata.pdf to determine how the superseded data were derived.
 MD1961
 MD1961_MARKER: I = METAL ROD
 MD1961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1961_STAMPING: H 368 1992
 MD1961_MARK LOGO: NGS
 MD1961_PROJECTION: FLUSH
 MD1961_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1961+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1961_ROD/PIPE-DEPTH: 19.0 meters
 MD1961
 MD1961  HISTORY     - Date     Condition        Report By
 MD1961  HISTORY     - 1992     MONUMENTED       NGS
 MD1961
 MD1961                          STATION DESCRIPTION
 MD1961
 MD1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1961'IN WARSAW, AT THE INTERSECTION OF OLD ROAD 30 AND U.S. HIGHWAY 30,
 MD1961'20.1 M (65.9 FT) SOUTHEAST OF THE ROAD CENTERLINE, 16.2 M (53.1 FT)
 MD1961'NORTHEAST OF AND LEVEL WITH THE WESTBOUND LANES OF THE HIGHWAY, 4.6 M
 MD1961'(15.1 FT) EAST OF A UTILITY LIGHT POLE, 1.0 M (3.3 FT) WEST OF A
 MD1961'WITNESS POST, AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHWEST END OF A
 MD1961'CHAIN-LINK FENCE AND RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO THE DATUM
 MD1961'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7514 ***********************************************************************
 DR7514  DESIGNATION -  H 375
 DR7514  PID         -  DR7514
 DR7514  STATE/COUNTY-  IN/ELKHART
 DR7514  COUNTRY     -  US
 DR7514  USGS QUAD   -  MILLERSBURG (2019)
 DR7514
 DR7514                         *CURRENT SURVEY CONTROL
 DR7514  ______________________________________________________________________
 DR7514* NAD 83(1986) POSITION- 41 36 11.85   (N) 085 42 19.10   (W)   HD_HELD1
 DR7514* NAVD 88 ORTHO HEIGHT -   274.716 (meters)      901.30  (feet) ADJUSTED
 DR7514  ______________________________________________________________________
 DR7514  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 DR7514  DYNAMIC HEIGHT  -        274.609 (meters)      900.95  (feet) COMP
 DR7514  MODELED GRAVITY -    980,228.1   (mgal)                       NAVD 88
 DR7514
 DR7514  VERT ORDER      -  SECOND    CLASS I
 DR7514
 DR7514.The horizontal coordinates were determined by differentially corrected
 DR7514.hand held GPS observations or other comparable positioning techniques
 DR7514.and have an estimated accuracy of +/- 3 meters.
 DR7514
 DR7514.The orthometric height was determined by differential leveling and
 DR7514.adjusted by the NATIONAL GEODETIC SURVEY
 DR7514.in March 2022.
 DR7514
 DR7514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7514.GEOID18 height accuracy estimate available here.
 DR7514
 DR7514.Click photographs - Photos may exist for this station.
 DR7514
 DR7514.The dynamic height is computed by dividing the NAVD 88
 DR7514.geopotential number by the normal gravity value computed on the
 DR7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7514.degrees latitude (g = 980.6199 gals.).
 DR7514
 DR7514.The modeled gravity was interpolated from observed gravity values.
 DR7514
 DR7514;                    North         East    Units  Estimated Accuracy
 DR7514;SPC IN E     -   705,558.1      96,779.0     MT  (+/- 3 meters HH1 GPS) 
 DR7514
 DR7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0788806541(NAD 83)
 DR7514
 DR7514                          SUPERSEDED SURVEY CONTROL
 DR7514
 DR7514.No superseded survey control is available for this station.
 DR7514
 DR7514_MARKER: F = FLANGE-ENCASED ROD
 DR7514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7514_STAMPING: H 375 2018
 DR7514_MARK LOGO: NONE
 DR7514_PROJECTION: RECESSED 8 CENTIMETERS
 DR7514_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7514+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2018
 DR7514_ROD/PIPE-DEPTH: 16.8 meters
 DR7514_SLEEVE-DEPTH  : 0.9 meters
 DR7514
 DR7514  HISTORY     - Date     Condition        Report By
 DR7514  HISTORY     - 20180606 MONUMENTED       INDOT
 DR7514
 DR7514                          STATION DESCRIPTION
 DR7514
 DR7514'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7514'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF GOSHEN,
 DR7514'5.2 MI (8.4 KM) NORTH OF MILLERSBURG AND 5.0 MI (8.0 KM) SOUTH OF
 DR7514'MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7514'
 DR7514'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7514'TRAVEL SOUTH 3.52 MI (5.66 KM) ALONG STATE ROAD 13 TO STATE ROAD 4.
 DR7514'TURN RIGHT (WEST) AND TRAVEL 130 FT (39.6 M) ALONG STATE ROAD 4 TO THE
 DR7514'MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD.
 DR7514'
 DR7514'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 34 FT (10.4
 DR7514'M) NORTH OF THE STATE ROAD 4 CENTERLINE.  IT IS LOCATED 100.36 FT
 DR7514'(30.6 M) NORTHEAST OF A MAG NAIL SET IN THE NORTHEAST FACE OF A POWER
 DR7514'POLE (NO NUMBER), 62.72 FT (19.1 M) EAST OF THE SOUTHEAST CORNER OF A
 DR7514'TELEPHONE PEDESTAL, 76.75 FT (23.4 M) SOUTHWEST OF A MAG NAIL SET IN
 DR7514'THE SOUTHWEST FACE OF POWER POLE 689-663 AND 77.38 FT (23.6 M)
 DR7514'WEST-SOUTHWEST OF A CUT-X IN THE SOUTH ANCHOR BOLT OF A TRAFFIC SIGNAL
 DR7514'POLE.
 DR7514'
 DR7514'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7514'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7540 ***********************************************************************
 DR7540  DESIGNATION -  H 376
 DR7540  PID         -  DR7540
 DR7540  STATE/COUNTY-  IN/LAGRANGE
 DR7540  COUNTRY     -  US
 DR7540  USGS QUAD   -  MONGO (2019)
 DR7540
 DR7540                         *CURRENT SURVEY CONTROL
 DR7540  ______________________________________________________________________
 DR7540* NAD 83(1986) POSITION- 41 38 29.76   (N) 085 22 04.50   (W)   HD_HELD1
 DR7540* NAVD 88 ORTHO HEIGHT -   290.886 (meters)      954.35  (feet) ADJUSTED
 DR7540  ______________________________________________________________________
 DR7540  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 DR7540  DYNAMIC HEIGHT  -        290.774 (meters)      953.98  (feet) COMP
 DR7540  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 DR7540
 DR7540  VERT ORDER      -  SECOND    CLASS I
 DR7540
 DR7540.The horizontal coordinates were determined by differentially corrected
 DR7540.hand held GPS observations or other comparable positioning techniques
 DR7540.and have an estimated accuracy of +/- 3 meters.
 DR7540
 DR7540.The orthometric height was determined by differential leveling and
 DR7540.adjusted by the NATIONAL GEODETIC SURVEY
 DR7540.in March 2022.
 DR7540
 DR7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7540.GEOID18 height accuracy estimate available here.
 DR7540
 DR7540.Click photographs - Photos may exist for this station.
 DR7540
 DR7540.The dynamic height is computed by dividing the NAVD 88
 DR7540.geopotential number by the normal gravity value computed on the
 DR7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7540.degrees latitude (g = 980.6199 gals.).
 DR7540
 DR7540.The modeled gravity was interpolated from observed gravity values.
 DR7540
 DR7540;                    North         East    Units  Estimated Accuracy
 DR7540;SPC IN E     -   709,855.1     124,889.3     MT  (+/- 3 meters HH1 GPS) 
 DR7540
 DR7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3592311271(NAD 83)
 DR7540
 DR7540                          SUPERSEDED SURVEY CONTROL
 DR7540
 DR7540.No superseded survey control is available for this station.
 DR7540
 DR7540_MARKER: F = FLANGE-ENCASED ROD
 DR7540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7540_STAMPING: H 376 2018
 DR7540_MARK LOGO: NONE
 DR7540_PROJECTION: RECESSED 8 CENTIMETERS
 DR7540_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7540+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 DR7540_ROD/PIPE-DEPTH: 15.8 meters
 DR7540_SLEEVE-DEPTH  : 0.9 meters
 DR7540
 DR7540  HISTORY     - Date     Condition        Report By
 DR7540  HISTORY     - 20180626 MONUMENTED       INDOT
 DR7540
 DR7540                          STATION DESCRIPTION
 DR7540
 DR7540'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7540'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF WOLCOTTVILLE, 5.4
 DR7540'MI (8.7 KM) WEST-SOUTHWEST OF MONGO AND 2.5 MI (4.0 KM) EAST OF
 DR7540'LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7540'
 DR7540'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7540'LAGRANGE, TRAVEL EAST 2.59 MI (4.17 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7540'MONUMENT ON THE RIGHT(SOUTH) SIDE OF THE ROAD, LOCATED IN THE
 DR7540'SOUTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7540'ROAD SOUTH 300 EAST.
 DR7540'
 DR7540'THE STATION IS FLUSH WITH THE GROUND, 32 FT (9.8 M) EAST OF THE
 DR7540'APPROXIMATE CENTERLINE OF COUNTY ROAD SOUTH 300 EAST AND APPROXIMATELY
 DR7540'38 FT (11.6 M) SOUTH OF THE U.S. HIGHWAY 20 CENTERLINE.  IT IS LOCATED
 DR7540'28.84 FT (8.8 M) NORTHEAST OF A MAG NAIL SET IN POWER POLE 18018,
 DR7540'62.39 FT (19.0 M) NORTH-NORTHWEST OF A MAG NAIL SET IN POWER POLE (NO
 DR7540'NUMBER) AND 70.12 FT (21.4 M) WEST OF A MAG NAIL IN POWER POLE
 DR7540'1080-852.
 DR7540'
 DR7540'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7540'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7564 ***********************************************************************
 DR7564  DESIGNATION -  H 377
 DR7564  PID         -  DR7564
 DR7564  STATE/COUNTY-  IN/STEUBEN
 DR7564  COUNTRY     -  US
 DR7564  USGS QUAD   -  ANGOLA EAST (2019)
 DR7564
 DR7564                         *CURRENT SURVEY CONTROL
 DR7564  ______________________________________________________________________
 DR7564* NAD 83(1986) POSITION- 41 38 05.36   (N) 084 59 23.15   (W)   HD_HELD1
 DR7564* NAVD 88 ORTHO HEIGHT -   308.690 (meters)     1012.76  (feet) ADJUSTED
 DR7564  ______________________________________________________________________
 DR7564  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 DR7564  DYNAMIC HEIGHT  -        308.573 (meters)     1012.38  (feet) COMP
 DR7564  MODELED GRAVITY -    980,236.0   (mgal)                       NAVD 88
 DR7564
 DR7564  VERT ORDER      -  SECOND    CLASS I
 DR7564
 DR7564.The horizontal coordinates were determined by differentially corrected
 DR7564.hand held GPS observations or other comparable positioning techniques
 DR7564.and have an estimated accuracy of +/- 3 meters.
 DR7564
 DR7564.The orthometric height was determined by differential leveling and
 DR7564.adjusted by the NATIONAL GEODETIC SURVEY
 DR7564.in March 2022.
 DR7564
 DR7564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7564.GEOID18 height accuracy estimate available here.
 DR7564
 DR7564.Click photographs - Photos may exist for this station.
 DR7564
 DR7564.The dynamic height is computed by dividing the NAVD 88
 DR7564.geopotential number by the normal gravity value computed on the
 DR7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7564.degrees latitude (g = 980.6199 gals.).
 DR7564
 DR7564.The modeled gravity was interpolated from observed gravity values.
 DR7564
 DR7564;                    North         East    Units  Estimated Accuracy
 DR7564;SPC IN E     -   709,280.6     156,399.7     MT  (+/- 3 meters HH1 GPS) 
 DR7564
 DR7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6743511184(NAD 83)
 DR7564
 DR7564                          SUPERSEDED SURVEY CONTROL
 DR7564
 DR7564.No superseded survey control is available for this station.
 DR7564
 DR7564_MARKER: DV = VERTICAL CONTROL DISK
 DR7564_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7564+WITH SETTING: PAVEMENT
 DR7564_SP_SET: SIGN BASE
 DR7564_STAMPING: 2018 H 377
 DR7564_MARK LOGO: INDOT
 DR7564_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7564+STABILITY: SURFACE MOTION
 DR7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7564+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DR7564
 DR7564  HISTORY     - Date     Condition        Report By
 DR7564  HISTORY     - 20180718 MONUMENTED       INDOT
 DR7564
 DR7564                          STATION DESCRIPTION
 DR7564
 DR7564'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7564'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF ASHLEY,
 DR7564'8.0 MI (12.9 KM) NORTH-NORTHWEST OF HAMILTON AND IN THE TOWN OF
 DR7564'ANGOLA, IN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7564'
 DR7564'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 (AKA EAST MAUMEE
 DR7564'STREET) AND STATE ROAD 127 (AKA SOUTH WAYNE STREET), TRAVEL EAST 0.49
 DR7564'MI (0.79 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON THE RIGHT
 DR7564'(NORTH) SIDE OF THE ROAD, LOCATED NEAR THE SOUTHWEST QUADRANT OF THE
 DR7564'INTERSECTION OF U.S. HIGHWAY 20 AND CIRCLE HILL CEMETERY ROAD.
 DR7564'
 DR7564'THE MARK IS LOCATED ON THE NORTH PORTION OF THE ANGOLA PARKS AND
 DR7564'RECREATION SIGN FOUNDATION, APPROXIMATELY 55 FT (16.8 M) NORTH OF THE
 DR7564'U.S. HIGHWAY 20 CENTERLINE AND IS APPROXIMATELY 65 FT (19.8 M) WEST OF
 DR7564'THE CIRCLE HILL CEMETERY ROAD CENTERLINE.  IT IS LOCATED 48.92 FT
 DR7564'(14.9 M) SOUTHEAST OF A CUT-X IN THE SOUTHEAST BONNET BOLT OF A FIRE
 DR7564'HYDRANT, 25.80 FT (7.9 M) SOUTH OF A MAG NAIL SET IN THE SOUTH FACE OF
 DR7564'POWER POLE 480-812, 1.95 FT (0.6 M) SOUTH OF THE SOUTHEAST CORNER OF
 DR7564'THE SOUTH POST OF THE PARKS AND RECREATION SIGN AND 88.82 FT (27.1 M)
 DR7564'WEST-SOUTHWEST OF A MAG NAIL SET IN THE SOUTHWEST FACE OF POWER POLE
 DR7564'461-455.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7585 ***********************************************************************
 DR7585  DESIGNATION -  H 378
 DR7585  PID         -  DR7585
 DR7585  STATE/COUNTY-  IN/STEUBEN
 DR7585  COUNTRY     -  US
 DR7585  USGS QUAD   -  STROH (2019)
 DR7585
 DR7585                         *CURRENT SURVEY CONTROL
 DR7585  ______________________________________________________________________
 DR7585* NAD 83(1986) POSITION- 41 36 24.57   (N) 085 09 16.75   (W)   HD_HELD1
 DR7585* NAVD 88 ORTHO HEIGHT -   309.201 (meters)     1014.44  (feet) ADJUSTED
 DR7585  ______________________________________________________________________
 DR7585  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 DR7585  DYNAMIC HEIGHT  -        309.083 (meters)     1014.05  (feet) COMP
 DR7585  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 DR7585
 DR7585  VERT ORDER      -  SECOND    CLASS I
 DR7585
 DR7585.The horizontal coordinates were determined by differentially corrected
 DR7585.hand held GPS observations or other comparable positioning techniques
 DR7585.and have an estimated accuracy of +/- 3 meters.
 DR7585
 DR7585.The orthometric height was determined by differential leveling and
 DR7585.adjusted by the NATIONAL GEODETIC SURVEY
 DR7585.in March 2022.
 DR7585
 DR7585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7585.GEOID18 height accuracy estimate available here.
 DR7585
 DR7585.Click photographs - Photos may exist for this station.
 DR7585
 DR7585.The dynamic height is computed by dividing the NAVD 88
 DR7585.geopotential number by the normal gravity value computed on the
 DR7585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7585.degrees latitude (g = 980.6199 gals.).
 DR7585
 DR7585.The modeled gravity was interpolated from observed gravity values.
 DR7585
 DR7585;                    North         East    Units  Estimated Accuracy
 DR7585;SPC IN E     -   706,076.4     142,679.5     MT  (+/- 3 meters HH1 GPS) 
 DR7585
 DR7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5376707768(NAD 83)
 DR7585
 DR7585                          SUPERSEDED SURVEY CONTROL
 DR7585
 DR7585.No superseded survey control is available for this station.
 DR7585
 DR7585_MARKER: F = FLANGE-ENCASED ROD
 DR7585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7585_STAMPING: H 378 2018
 DR7585_MARK LOGO: NONE
 DR7585_PROJECTION: RECESSED 8 CENTIMETERS
 DR7585_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7585+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DR7585_ROD/PIPE-DEPTH: 10.4 meters
 DR7585_SLEEVE-DEPTH  : 0.9 meters
 DR7585
 DR7585  HISTORY     - Date     Condition        Report By
 DR7585  HISTORY     - 20180801 MONUMENTED       INDOT
 DR7585
 DR7585                          STATION DESCRIPTION
 DR7585
 DR7585'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7585'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ANGOLA,
 DR7585'7.2 MI (11.6 KM) NORTHWEST OF ASHLEY AND 2.9 MI (4.7 KM) NORTHEAST OF
 DR7585'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7585'
 DR7585'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7585'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7585'327 TO COUNTY ROAD WEST 250 SOUTH.  TURN LEFT (EAST) AND TRAVEL 0.76
 DR7585'MI (1.22 KM) TO THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 DR7585'
 DR7585'THE STATION IS FLUSH WITH THE GROUND, 20.50 FT (6.2 M) SOUTH OF THE
 DR7585'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 110 FT (33.5 M) EAST OF
 DR7585'A DITCH CENTERLINE.  IT IS LOCATED 79.20 FT (24.1 M) EAST OF THE
 DR7585'NORTHEAST CORNER OF A 2-FT X 2-FT CONCRETE POST, 67.37 FT (20.5 M)
 DR7585'SOUTHEAST OF THE SOUTHEAST CORNER OF A 3-FT X 1-FT CONCRETE POST AND
 DR7585'73.50 FT (22.4 M) WEST OF A MAG NAIL SET IN THE WEST FACE OF A POWER
 DR7585'POLE (NO NUMBER).
 DR7585'
 DR7585'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7585'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0252 ***********************************************************************
 LA0252  DESIGNATION -  H 39
 LA0252  PID         -  LA0252
 LA0252  STATE/COUNTY-  IN/RANDOLPH
 LA0252  COUNTRY     -  US
 LA0252  USGS QUAD   -  WINCHESTER (2019)
 LA0252
 LA0252                         *CURRENT SURVEY CONTROL
 LA0252  ______________________________________________________________________
 LA0252* NAD 83(1986) POSITION- 40 10 30.     (N) 084 59 00.     (W)   SCALED
 LA0252* NAVD 88 ORTHO HEIGHT -   332.029 (meters)     1089.33  (feet) ADJUSTED
 LA0252  ______________________________________________________________________
 LA0252  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LA0252  DYNAMIC HEIGHT  -        331.852 (meters)     1088.75  (feet) COMP
 LA0252  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 LA0252
 LA0252  VERT ORDER      -  SECOND    CLASS 0
 LA0252
 LA0252.The horizontal coordinates were scaled from a map and have
 LA0252.an estimated accuracy of +/- 6 seconds.
 LA0252
 LA0252.The orthometric height was determined by differential leveling and
 LA0252.adjusted by the NATIONAL GEODETIC SURVEY
 LA0252.in June 1991.
 LA0252
 LA0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0252.GEOID18 height accuracy estimate available here.
 LA0252
 LA0252.Click photographs - Photos may exist for this station.
 LA0252
 LA0252.The dynamic height is computed by dividing the NAVD 88
 LA0252.geopotential number by the normal gravity value computed on the
 LA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0252.degrees latitude (g = 980.6199 gals.).
 LA0252
 LA0252.The modeled gravity was interpolated from observed gravity values.
 LA0252
 LA0252;                    North         East    Units  Estimated Accuracy
 LA0252;SPC IN E     -   547,170.      158,200.      MT  (+/- 180 meters Scaled)
 LA0252
 LA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK717491(NAD 83)
 LA0252
 LA0252                          SUPERSEDED SURVEY CONTROL
 LA0252
 LA0252  NGVD 29 (??/??/92)  332.171  (m)         1089.80   (f) ADJ UNCH    2 0
 LA0252
 LA0252.Superseded values are not recommended for survey control.
 LA0252
 LA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0252.See file dsdata.pdf to determine how the superseded data were derived.
 LA0252
 LA0252_MARKER: DB = BENCH MARK DISK
 LA0252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0252+WITH SETTING: PAVEMENT
 LA0252_SP_SET: SWITCH BASE
 LA0252_STAMPING: H 39 1934
 LA0252_MARK LOGO: CGS
 LA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0252+STABILITY: SURFACE MOTION
 LA0252
 LA0252  HISTORY     - Date     Condition        Report By
 LA0252  HISTORY     - 1934     MONUMENTED       CGS
 LA0252  HISTORY     - 1947     GOOD             CGS
 LA0252
 LA0252                          STATION DESCRIPTION
 LA0252
 LA0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0252'AT WINCHESTER.
 LA0252'AT WINCHESTER, AT THE INTERSECTION OF THE NEW YORK CENTRAL
 LA0252'RAILROAD AND THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE
 LA0252'SOUTHEAST CORNER OF THE CONCRETE BASE OF A SWITCH, 23 FEET SOUTHWEST
 LA0252'OF POLE 208/11, 33 FEET EAST OF THE EAST RAIL OF THE PENNSYLVANIA
 LA0252'RR, 9 FEET NORTH OF THE NORTH RAIL OF THE N.Y.C. RR, AND ABOUT
 LA0252'0.5 FOOT BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1016 ***********************************************************************
 LA1016  DESIGNATION -  H 41
 LA1016  PID         -  LA1016
 LA1016  STATE/COUNTY-  IN/DELAWARE
 LA1016  COUNTRY     -  US
 LA1016  USGS QUAD   -  MUNCIE WEST (2019)
 LA1016
 LA1016                         *CURRENT SURVEY CONTROL
 LA1016  ______________________________________________________________________
 LA1016* NAD 83(1986) POSITION- 40 11 18.     (N) 085 23 15.     (W)   SCALED
 LA1016* NAVD 88 ORTHO HEIGHT -   290.061 (meters)      951.64  (feet) ADJUSTED
 LA1016  ______________________________________________________________________
 LA1016  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 LA1016  DYNAMIC HEIGHT  -        289.906 (meters)      951.13  (feet) COMP
 LA1016  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA1016
 LA1016  VERT ORDER      -  SECOND    CLASS 0
 LA1016
 LA1016.The horizontal coordinates were scaled from a map and have
 LA1016.an estimated accuracy of +/- 6 seconds.
 LA1016
 LA1016.The orthometric height was determined by differential leveling and
 LA1016.adjusted by the NATIONAL GEODETIC SURVEY
 LA1016.in June 1991.
 LA1016
 LA1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1016.GEOID18 height accuracy estimate available here.
 LA1016
 LA1016.Click photographs - Photos may exist for this station.
 LA1016
 LA1016.The dynamic height is computed by dividing the NAVD 88
 LA1016.geopotential number by the normal gravity value computed on the
 LA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1016.degrees latitude (g = 980.6199 gals.).
 LA1016
 LA1016.The modeled gravity was interpolated from observed gravity values.
 LA1016
 LA1016;                    North         East    Units  Estimated Accuracy
 LA1016;SPC IN E     -   548,470.      123,770.      MT  (+/- 180 meters Scaled)
 LA1016
 LA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372499(NAD 83)
 LA1016
 LA1016                          SUPERSEDED SURVEY CONTROL
 LA1016
 LA1016  NGVD 29 (??/??/92)  290.197  (m)          952.09   (f) ADJ UNCH    2 0
 LA1016
 LA1016.Superseded values are not recommended for survey control.
 LA1016
 LA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1016.See file dsdata.pdf to determine how the superseded data were derived.
 LA1016
 LA1016_MARKER: DB = BENCH MARK DISK
 LA1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1016_SP_SET: BUILDING WALL
 LA1016_STAMPING: H 41 1934
 LA1016_MARK LOGO: CGS
 LA1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1016
 LA1016  HISTORY     - Date     Condition        Report By
 LA1016  HISTORY     - 1934     MONUMENTED       CGS
 LA1016  HISTORY     - 1947     GOOD             CGS
 LA1016
 LA1016                          STATION DESCRIPTION
 LA1016
 LA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1016'AT MUNCIE.
 LA1016'AT MUNCIE, SET VERTICALLY IN THE SOUTH FACE OF THE STONE WALL
 LA1016'OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LA1016'STATION, 54.7 FEET WEST OF THE SOUTHEAST CORNER OF THE STATION,
 LA1016'18.3 FEET NORTH OF THE NORTH RAIL OF THE TRACK AND 2.2 FEET
 LA1016'ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1433 ***********************************************************************
 LA1433  DESIGNATION -  H 42
 LA1433  PID         -  LA1433
 LA1433  STATE/COUNTY-  IN/MADISON
 LA1433  COUNTRY     -  US
 LA1433  USGS QUAD   -  LAPEL (2019)
 LA1433
 LA1433                         *CURRENT SURVEY CONTROL
 LA1433  ______________________________________________________________________
 LA1433* NAD 83(1986) POSITION- 40 04 49.     (N) 085 47 12.     (W)   SCALED
 LA1433* NAVD 88 ORTHO HEIGHT -   265.996 (meters)      872.69  (feet) ADJUSTED
 LA1433  ______________________________________________________________________
 LA1433  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 LA1433  DYNAMIC HEIGHT  -        265.850 (meters)      872.21  (feet) COMP
 LA1433  MODELED GRAVITY -    980,073.3   (mgal)                       NAVD 88
 LA1433
 LA1433  VERT ORDER      -  SECOND    CLASS 0
 LA1433
 LA1433.The horizontal coordinates were scaled from a map and have
 LA1433.an estimated accuracy of +/- 6 seconds.
 LA1433
 LA1433.The orthometric height was determined by differential leveling and
 LA1433.adjusted by the NATIONAL GEODETIC SURVEY
 LA1433.in June 1991.
 LA1433
 LA1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1433.GEOID18 height accuracy estimate available here.
 LA1433
 LA1433.Click photographs - Photos may exist for this station.
 LA1433
 LA1433.The dynamic height is computed by dividing the NAVD 88
 LA1433.geopotential number by the normal gravity value computed on the
 LA1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1433.degrees latitude (g = 980.6199 gals.).
 LA1433
 LA1433.The modeled gravity was interpolated from observed gravity values.
 LA1433
 LA1433;                    North         East    Units  Estimated Accuracy
 LA1433;SPC IN E     -   536,440.       89,770.      MT  (+/- 180 meters Scaled)
 LA1433
 LA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK034373(NAD 83)
 LA1433
 LA1433                          SUPERSEDED SURVEY CONTROL
 LA1433
 LA1433  NGVD 29 (??/??/92)  266.130  (m)          873.13   (f) ADJ UNCH    2 0
 LA1433
 LA1433.Superseded values are not recommended for survey control.
 LA1433
 LA1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1433.See file dsdata.pdf to determine how the superseded data were derived.
 LA1433
 LA1433_MARKER: DB = BENCH MARK DISK
 LA1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1433_STAMPING: H 42 1934
 LA1433_MARK LOGO: CGS
 LA1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1433+STABILITY: SURFACE MOTION
 LA1433
 LA1433  HISTORY     - Date     Condition        Report By
 LA1433  HISTORY     - 1934     MONUMENTED       CGS
 LA1433  HISTORY     - 1947     GOOD             CGS
 LA1433  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1433
 LA1433                          STATION DESCRIPTION
 LA1433
 LA1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1433'5.8 MI W FROM ANDERSON.
 LA1433'5.8 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE MERIDIAN
 LA1433'STREET STATION AT ANDERSON, MADISON COUNTY, ABOUT 160 YARDS SOUTH
 LA1433'OF THE D. SEARS HOUSE, 60 YARDS SOUTHEAST OF THE L.D. DAY HOME,
 LA1433'IN THE NORTHEAST ANGLE OF THE CROSSING OF A GRAVEL ROAD, 24 FEET
 LA1433'EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 15 FEET NORTH OF THE
 LA1433'NORTH RAIL, AND 3 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK,
 LA1433'STAMPED H 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1433'6 INCHES ABOVE GROUND.
 LA1433
 LA1433                          STATION RECOVERY (2023)
 LA1433
 LA1433'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1655 ***********************************************************************
 JZ1655  DESIGNATION -  H 43
 JZ1655  PID         -  JZ1655
 JZ1655  STATE/COUNTY-  IN/RUSH
 JZ1655  COUNTRY     -  US
 JZ1655  USGS QUAD   -  RUSHVILLE (2019)
 JZ1655
 JZ1655                         *CURRENT SURVEY CONTROL
 JZ1655  ______________________________________________________________________
 JZ1655* NAD 83(1986) POSITION- 39 36 41.     (N) 085 27 14.     (W)   SCALED
 JZ1655* NAVD 88 ORTHO HEIGHT -   294.392 (meters)      965.85  (feet) ADJUSTED
 JZ1655  ______________________________________________________________________
 JZ1655  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ1655  DYNAMIC HEIGHT  -        294.216 (meters)      965.27  (feet) COMP
 JZ1655  MODELED GRAVITY -    980,021.6   (mgal)                       NAVD 88
 JZ1655
 JZ1655  VERT ORDER      -  SECOND    CLASS 0
 JZ1655
 JZ1655.The horizontal coordinates were scaled from a map and have
 JZ1655.an estimated accuracy of +/- 6 seconds.
 JZ1655
 JZ1655.The orthometric height was determined by differential leveling and
 JZ1655.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1655.in June 1991.
 JZ1655
 JZ1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1655.GEOID18 height accuracy estimate available here.
 JZ1655
 JZ1655.Click photographs - Photos may exist for this station.
 JZ1655
 JZ1655.The dynamic height is computed by dividing the NAVD 88
 JZ1655.geopotential number by the normal gravity value computed on the
 JZ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1655.degrees latitude (g = 980.6199 gals.).
 JZ1655
 JZ1655.The modeled gravity was interpolated from observed gravity values.
 JZ1655
 JZ1655;                    North         East    Units  Estimated Accuracy
 JZ1655;SPC IN E     -   484,390.      118,270.      MT  (+/- 180 meters Scaled)
 JZ1655
 JZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ327857(NAD 83)
 JZ1655
 JZ1655                          SUPERSEDED SURVEY CONTROL
 JZ1655
 JZ1655  NGVD 29 (??/??/92)  294.519  (m)          966.27   (f) ADJ UNCH    2 0
 JZ1655
 JZ1655.Superseded values are not recommended for survey control.
 JZ1655
 JZ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1655.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1655
 JZ1655_MARKER: DB = BENCH MARK DISK
 JZ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1655_STAMPING: H 43 1934
 JZ1655_MARK LOGO: CGS
 JZ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1655+STABILITY: SURFACE MOTION
 JZ1655
 JZ1655  HISTORY     - Date     Condition        Report By
 JZ1655  HISTORY     - 1934     MONUMENTED       CGS
 JZ1655  HISTORY     - 1947     GOOD             CGS
 JZ1655  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ1655
 JZ1655                          STATION DESCRIPTION
 JZ1655
 JZ1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1655'AT RUSHVILLE.
 JZ1655'AT RUSHVILLE, IN THE NORTHEAST QUARTER OF THE INTERSECTION OF
 JZ1655'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE BALTIMORE
 JZ1655'AND OHIO RAILROAD, 99.5 FEET EAST OF THE EAST RAIL OF THE NYC
 JZ1655'AND ST. L RAILROAD, 22.4 FEET NORTH OF THE NORTH RAIL OF THE
 JZ1655'MAIN B AND O RAILROAD TRACK, 5.5 FEET NORTHWEST OF A STOP SIGNPOST,
 JZ1655'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT ONE-HALF
 JZ1655'FOOT BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1655'PROJECTING ABOUT 5 INCHES.
 JZ1655
 JZ1655                          STATION RECOVERY (1959)
 JZ1655
 JZ1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ1655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2405 ***********************************************************************
 JZ2405  DESIGNATION -  H 44
 JZ2405  PID         -  JZ2405
 JZ2405  STATE/COUNTY-  IN/MADISON
 JZ2405  COUNTRY     -  US
 JZ2405  USGS QUAD   -  SHIRLEY (2019)
 JZ2405
 JZ2405                         *CURRENT SURVEY CONTROL
 JZ2405  ______________________________________________________________________
 JZ2405* NAD 83(1986) POSITION- 39 58 32.5    (N) 085 36 57.5    (W)   HD_HELD2
 JZ2405* NAVD 88 ORTHO HEIGHT -   293.817 (meters)      963.96  (feet) ADJUSTED
 JZ2405  ______________________________________________________________________
 JZ2405  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 JZ2405  DYNAMIC HEIGHT  -        293.655 (meters)      963.43  (feet) COMP
 JZ2405  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 JZ2405
 JZ2405  VERT ORDER      -  SECOND    CLASS 0
 JZ2405
 JZ2405.The horizontal coordinates were established by autonomous hand held GPS
 JZ2405.observations and have an estimated accuracy of +/- 10 meters.
 JZ2405
 JZ2405.The orthometric height was determined by differential leveling and
 JZ2405.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2405.in June 1991.
 JZ2405
 JZ2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2405.GEOID18 height accuracy estimate available here.
 JZ2405
 JZ2405.Click photographs - Photos may exist for this station.
 JZ2405
 JZ2405.The dynamic height is computed by dividing the NAVD 88
 JZ2405.geopotential number by the normal gravity value computed on the
 JZ2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2405.degrees latitude (g = 980.6199 gals.).
 JZ2405
 JZ2405.The modeled gravity was interpolated from observed gravity values.
 JZ2405
 JZ2405;                    North         East    Units  Estimated Accuracy
 JZ2405;SPC IN E     -   524,820.      104,330.      MT  (+/- 10 meters HH2 GPS)
 JZ2405
 JZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1818425976(NAD 83)
 JZ2405
 JZ2405                          SUPERSEDED SURVEY CONTROL
 JZ2405
 JZ2405  NGVD 29 (??/??/92)  293.950  (m)          964.40   (f) ADJ UNCH    2 0
 JZ2405
 JZ2405.Superseded values are not recommended for survey control.
 JZ2405
 JZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2405.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2405
 JZ2405_MARKER: DB = BENCH MARK DISK
 JZ2405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2405_SP_SET: BUILDING
 JZ2405_STAMPING: H 44 1934
 JZ2405_MARK LOGO: CGS
 JZ2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2405
 JZ2405  HISTORY     - Date     Condition        Report By
 JZ2405  HISTORY     - 1934     MONUMENTED       CGS
 JZ2405  HISTORY     - 1947     GOOD             CGS
 JZ2405
 JZ2405                          STATION DESCRIPTION
 JZ2405
 JZ2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2405'0.4 MI S FROM MARKLEVILLE.
 JZ2405'AT MARKLEVILLE, MADISON COUNTY, AT THE PUBLIC SCHOOL, 49 YARDS
 JZ2405'NORTH OF THE CENTER LINE OF THE ROAD, IN THE SOUTH FACE OF THE
 JZ2405'BUILDING, 0.8 FOOT WEST OF THE SOUTH ENTRANCE, AND 3.7 FEET ABOVE
 JZ2405'THE SURFACE OF THE TOP STEP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1492 ***********************************************************************
 JZ1492  DESIGNATION -  H 45
 JZ1492  PID         -  JZ1492
 JZ1492  STATE/COUNTY-  IN/HENRY
 JZ1492  COUNTRY     -  US
 JZ1492  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1492
 JZ1492                         *CURRENT SURVEY CONTROL
 JZ1492  ______________________________________________________________________
 JZ1492* NAD 83(1986) POSITION- 39 55 45.     (N) 085 21 44.     (W)   SCALED
 JZ1492* NAVD 88 ORTHO HEIGHT -   322.269 (meters)     1057.31  (feet) ADJUSTED
 JZ1492  ______________________________________________________________________
 JZ1492  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 JZ1492  DYNAMIC HEIGHT  -        322.089 (meters)     1056.72  (feet) COMP
 JZ1492  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 JZ1492
 JZ1492  VERT ORDER      -  SECOND    CLASS 0
 JZ1492
 JZ1492.The horizontal coordinates were scaled from a map and have
 JZ1492.an estimated accuracy of +/- 6 seconds.
 JZ1492
 JZ1492.The orthometric height was determined by differential leveling and
 JZ1492.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1492.in June 1991.
 JZ1492
 JZ1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1492.GEOID18 height accuracy estimate available here.
 JZ1492
 JZ1492.Click photographs - Photos may exist for this station.
 JZ1492
 JZ1492.The dynamic height is computed by dividing the NAVD 88
 JZ1492.geopotential number by the normal gravity value computed on the
 JZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1492.degrees latitude (g = 980.6199 gals.).
 JZ1492
 JZ1492.The modeled gravity was interpolated from observed gravity values.
 JZ1492
 JZ1492;                    North         East    Units  Estimated Accuracy
 JZ1492;SPC IN E     -   519,700.      126,020.      MT  (+/- 180 meters Scaled)
 JZ1492
 JZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK399211(NAD 83)
 JZ1492
 JZ1492                          SUPERSEDED SURVEY CONTROL
 JZ1492
 JZ1492  NGVD 29 (??/??/92)  322.400  (m)         1057.74   (f) ADJ UNCH    2 0
 JZ1492
 JZ1492.Superseded values are not recommended for survey control.
 JZ1492
 JZ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1492.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1492
 JZ1492_MARKER: DB = BENCH MARK DISK
 JZ1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1492_SP_SET: BUILDING
 JZ1492_STAMPING: 1057.731 H 45 1934
 JZ1492_MARK LOGO: CGS
 JZ1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1492
 JZ1492  HISTORY     - Date     Condition        Report By
 JZ1492  HISTORY     - 1934     MONUMENTED       CGS
 JZ1492  HISTORY     - 1947     GOOD             CGS
 JZ1492  HISTORY     - 20061121 POOR             GEOCAC
 JZ1492
 JZ1492                          STATION DESCRIPTION
 JZ1492
 JZ1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1492'AT NEW CASTLE.
 JZ1492'AT NEW CASTLE, ON THE PENNSYLVANIA RAILROAD, IN THE NORTH WALL
 JZ1492'OF THE STATION, 0.8 FOOT WEST OF THE NORTHEAST CORNER, 70 YARDS
 JZ1492'EAST OF THE CENTERLINE OF EIGHTEENTH STREET, 20.3 FEET SOUTH
 JZ1492'OF THE SOUTH RAIL, AND 2.5 FEET ABOVE THE STATION PLATFORM.
 JZ1492
 JZ1492                          STATION RECOVERY (2006)
 JZ1492
 JZ1492'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1492'THE RAILWAY STATION HAS BEEN MOVED 300 METERS, BEARING 265 DEGREES,
 JZ1492'FROM ITS ORIGINAL LOCATION. ALL ATTRIBUTES OF THIS MARK HAVE CHANGED
 JZ1492'AND IT CANNOT BE USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1255 ***********************************************************************
 JZ1255  DESIGNATION -  H 46
 JZ1255  PID         -  JZ1255
 JZ1255  STATE/COUNTY-  IN/UNION
 JZ1255  COUNTRY     -  US
 JZ1255  USGS QUAD   -  LIBERTY (2019)
 JZ1255
 JZ1255                         *CURRENT SURVEY CONTROL
 JZ1255  ______________________________________________________________________
 JZ1255* NAD 83(1986) POSITION- 39 39 19.     (N) 084 57 30.     (W)   SCALED
 JZ1255* NAVD 88 ORTHO HEIGHT -   288.887 (meters)      947.79  (feet) ADJUSTED
 JZ1255  ______________________________________________________________________
 JZ1255  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 JZ1255  DYNAMIC HEIGHT  -        288.720 (meters)      947.24  (feet) COMP
 JZ1255  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 JZ1255
 JZ1255  VERT ORDER      -  SECOND    CLASS 0
 JZ1255
 JZ1255.The horizontal coordinates were scaled from a map and have
 JZ1255.an estimated accuracy of +/- 6 seconds.
 JZ1255
 JZ1255.The orthometric height was determined by differential leveling and
 JZ1255.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1255.in June 1991.
 JZ1255
 JZ1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1255.GEOID18 height accuracy estimate available here.
 JZ1255
 JZ1255.Click photographs - Photos may exist for this station.
 JZ1255
 JZ1255.The dynamic height is computed by dividing the NAVD 88
 JZ1255.geopotential number by the normal gravity value computed on the
 JZ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1255.degrees latitude (g = 980.6199 gals.).
 JZ1255
 JZ1255.The modeled gravity was interpolated from observed gravity values.
 JZ1255
 JZ1255;                    North         East    Units  Estimated Accuracy
 JZ1255;SPC IN E     -   489,480.      160,790.      MT  (+/- 180 meters Scaled)
 JZ1255
 JZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ751914(NAD 83)
 JZ1255
 JZ1255                          SUPERSEDED SURVEY CONTROL
 JZ1255
 JZ1255  NGVD 29 (??/??/92)  289.040  (m)          948.29   (f) ADJ UNCH    2 0
 JZ1255
 JZ1255.Superseded values are not recommended for survey control.
 JZ1255
 JZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1255.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1255
 JZ1255_MARKER: DB = BENCH MARK DISK
 JZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1255_STAMPING: H 46 1934
 JZ1255_MARK LOGO: CGS
 JZ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1255+STABILITY: SURFACE MOTION
 JZ1255
 JZ1255  HISTORY     - Date     Condition        Report By
 JZ1255  HISTORY     - 1934     MONUMENTED       CGS
 JZ1255
 JZ1255                          STATION DESCRIPTION
 JZ1255
 JZ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1255'1.9 MI W FROM LIBERTY.
 JZ1255'1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1255'STATION AT LIBERTY, UNION COUNTY, 9 RAILS EAST OF MILEPOST C
 JZ1255'55, NORTH OF POLE 54/39, 9.2 FEET SOUTH OF THE SOUTH RAIL, AND
 JZ1255'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JZ1255'STAMPED H 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2414 ***********************************************************************
 JZ2414  DESIGNATION -  H 47
 JZ2414  PID         -  JZ2414
 JZ2414  STATE/COUNTY-  IN/SHELBY
 JZ2414  COUNTRY     -  US
 JZ2414  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2414
 JZ2414                         *CURRENT SURVEY CONTROL
 JZ2414  ______________________________________________________________________
 JZ2414* NAD 83(1986) POSITION- 39 32 31.     (N) 085 41 59.     (W)   SCALED
 JZ2414* NAVD 88 ORTHO HEIGHT -   253.329 (meters)      831.13  (feet) ADJUSTED
 JZ2414  ______________________________________________________________________
 JZ2414  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2414  DYNAMIC HEIGHT  -        253.179 (meters)      830.64  (feet) COMP
 JZ2414  MODELED GRAVITY -    980,027.3   (mgal)                       NAVD 88
 JZ2414
 JZ2414  VERT ORDER      -  SECOND    CLASS 0
 JZ2414
 JZ2414.The horizontal coordinates were scaled from a map and have
 JZ2414.an estimated accuracy of +/- 6 seconds.
 JZ2414
 JZ2414.The orthometric height was determined by differential leveling and
 JZ2414.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2414.in June 1991.
 JZ2414
 JZ2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2414.GEOID18 height accuracy estimate available here.
 JZ2414
 JZ2414.Click photographs - Photos may exist for this station.
 JZ2414
 JZ2414.The dynamic height is computed by dividing the NAVD 88
 JZ2414.geopotential number by the normal gravity value computed on the
 JZ2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2414.degrees latitude (g = 980.6199 gals.).
 JZ2414
 JZ2414.The modeled gravity was interpolated from observed gravity values.
 JZ2414
 JZ2414;                    North         East    Units  Estimated Accuracy
 JZ2414;SPC IN E     -   476,660.       97,160.      MT  (+/- 180 meters Scaled)
 JZ2414
 JZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ117777(NAD 83)
 JZ2414
 JZ2414                          SUPERSEDED SURVEY CONTROL
 JZ2414
 JZ2414  NGVD 29 (??/??/92)  253.454  (m)          831.54   (f) ADJ UNCH    2 0
 JZ2414
 JZ2414.Superseded values are not recommended for survey control.
 JZ2414
 JZ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2414.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2414
 JZ2414_MARKER: DB = BENCH MARK DISK
 JZ2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2414_STAMPING: H 47 1934
 JZ2414_MARK LOGO: CGS
 JZ2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2414+STABILITY: SURFACE MOTION
 JZ2414
 JZ2414  HISTORY     - Date     Condition        Report By
 JZ2414  HISTORY     - 1934     MONUMENTED       CGS
 JZ2414  HISTORY     - 1947     GOOD             CGS
 JZ2414  HISTORY     - 19860730 GOOD             NGS
 JZ2414
 JZ2414                          STATION DESCRIPTION
 JZ2414
 JZ2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2414'4.1 MI NE FROM SHELBYVILLE.
 JZ2414'ABOUT 4.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2414'THE STATION AT SHELBYVILLE, AT MILEPOST C 28, ABOUT 2.5 FEET
 JZ2414'NORTHEAST OF THE MILEPOST, 10 FEET SOUTHEAST OF THE SOUTHEAST
 JZ2414'RAIL OF THE TRACK, 55 FEET NORTHWEST OF THE CENTER LINE OF STATE
 JZ2414'HIGHWAY 44 WHICH PARALLELS THE TRACK ON THE SOUTHEAST, 1 FOOT
 JZ2414'NORTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 JZ2414'THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2414'4 INCHES.
 JZ2414
 JZ2414                          STATION RECOVERY (1986)
 JZ2414
 JZ2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0609 ***********************************************************************
 JZ0609  DESIGNATION -  H 48
 JZ0609  PID         -  JZ0609
 JZ0609  STATE/COUNTY-  IN/FRANKLIN
 JZ0609  COUNTRY     -  US
 JZ0609  USGS QUAD   -  WHITCOMB (2019)
 JZ0609
 JZ0609                         *CURRENT SURVEY CONTROL
 JZ0609  ______________________________________________________________________
 JZ0609* NAD 83(1986) POSITION- 39 22 34.71   (N) 084 58 08.72   (W)   HD_HELD1
 JZ0609* NAVD 88 ORTHO HEIGHT -   195.438 (meters)      641.20  (feet) ADJUSTED
 JZ0609  ______________________________________________________________________
 JZ0609  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 JZ0609  DYNAMIC HEIGHT  -        195.320 (meters)      640.81  (feet) COMP
 JZ0609  MODELED GRAVITY -    980,016.1   (mgal)                       NAVD 88
 JZ0609
 JZ0609  VERT ORDER      -  SECOND    CLASS 0
 JZ0609
 JZ0609.The horizontal coordinates were determined by differentially corrected
 JZ0609.hand held GPS observations or other comparable positioning techniques
 JZ0609.and have an estimated accuracy of +/- 3 meters.
 JZ0609
 JZ0609.The orthometric height was determined by differential leveling and
 JZ0609.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0609.in June 1991.
 JZ0609
 JZ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0609.GEOID18 height accuracy estimate available here.
 JZ0609
 JZ0609.Click photographs - Photos may exist for this station.
 JZ0609
 JZ0609.The dynamic height is computed by dividing the NAVD 88
 JZ0609.geopotential number by the normal gravity value computed on the
 JZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0609.degrees latitude (g = 980.6199 gals.).
 JZ0609
 JZ0609.The modeled gravity was interpolated from observed gravity values.
 JZ0609
 JZ0609;                    North         East    Units  Estimated Accuracy
 JZ0609;SPC IN E     -   458,504.4     160,105.5     MT  (+/- 3 meters HH1 GPS) 
 JZ0609
 JZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7493260504(NAD 83)
 JZ0609
 JZ0609                          SUPERSEDED SURVEY CONTROL
 JZ0609
 JZ0609  NGVD 29 (??/??/92)  195.624  (m)          641.81   (f) ADJ UNCH    2 0
 JZ0609
 JZ0609.Superseded values are not recommended for survey control.
 JZ0609
 JZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0609.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0609
 JZ0609_MARKER: DB = BENCH MARK DISK
 JZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0609_STAMPING: H 48 1934
 JZ0609_MARK LOGO: CGS
 JZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0609+STABILITY: SURFACE MOTION
 JZ0609
 JZ0609  HISTORY     - Date     Condition        Report By
 JZ0609  HISTORY     - 1934     MONUMENTED       CGS
 JZ0609  HISTORY     - 1936     GOOD             CGS
 JZ0609
 JZ0609                          STATION DESCRIPTION
 JZ0609
 JZ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0609'2.3 MI N FROM CEDAR GROVE.
 JZ0609'2.3 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ0609'CEDAR GROVE, FRANKLIN COUNTY, AT THE NORTHWEST CORNER OF THE
 JZ0609'FRANK SHUCK PROPERTY, 28 FEET EAST OF THE EAST EDGE OF THE
 JZ0609'CONCRETE HIGHWAY, 1.9 FEET WEST OF THE FENCE CORNER, AND LEVEL
 JZ0609'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 48 1934 AND SET
 JZ0609'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DE5237 ***********************************************************************
 DE5237  DESIGNATION -  H 49 RESET
 DE5237  PID         -  DE5237
 DE5237  STATE/COUNTY-  IN/JENNINGS
 DE5237  COUNTRY     -  US
 DE5237  USGS QUAD   -  NORTH VERNON (2019)
 DE5237
 DE5237                         *CURRENT SURVEY CONTROL
 DE5237  ______________________________________________________________________
 DE5237* NAD 83(1986) POSITION- 39 00 26.     (N) 085 37 32.     (W)   SCALED
 DE5237* NAVD 88 ORTHO HEIGHT -   222.55  (meters)      730.1   (feet) RESET
 DE5237  ______________________________________________________________________
 DE5237  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 DE5237  VERT ORDER      -  THIRD
 DE5237
 DE5237.The horizontal coordinates were scaled from a map and have
 DE5237.an estimated accuracy of +/- 6 seconds.
 DE5237
 DE5237.The orthometric height was computed from unverified reset data.
 DE5237
 DE5237.No vertical observational check was made to the station.
 DE5237
 DE5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5237.GEOID18 height accuracy estimate available here.
 DE5237
 DE5237.Click photographs - Photos may exist for this station.
 DE5237
 DE5237;                    North         East    Units  Estimated Accuracy
 DE5237;SPC IN E     -   417,300.      103,560.      MT  (+/- 180 meters Scaled)
 DE5237
 DE5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ190184(NAD 83)
 DE5237
 DE5237                          SUPERSEDED SURVEY CONTROL
 DE5237
 DE5237.No superseded survey control is available for this station.
 DE5237
 DE5237_MARKER: DV = VERTICAL CONTROL DISK
 DE5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5237_STAMPING: H 49 RESET 1999
 DE5237_MARK LOGO: NGS
 DE5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5237+STABILITY: SURFACE MOTION
 DE5237
 DE5237  HISTORY     - Date     Condition        Report By
 DE5237  HISTORY     - 1999     MONUMENTED       NGS
 DE5237
 DE5237                          STATION DESCRIPTION
 DE5237
 DE5237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (BRB)
 DE5237'AT NORTH VERNON, AT THE POST OFFICE, 46 FEET (14.0 M) SOUTHWEST OF THE
 DE5237'CENTER OF MADISON AVENUE, 77 FEET (23.5 M) NORTH OF THE CENTER OF O
 DE5237'AND M AVENUE, 27 FEET (8.2 M) NORTHEAST OF THE MAIN ENTRANCE, 3.7 FEET
 DE5237'(1.1 M) SOUTHWEST OF THE EASTERMOST BUILDING CORNER, 2.8 FEET (0.9 M)
 DE5237'OUT FROM THE BUILDING LINE, BETWEEN THE BUILDING AND SIDEWALK AND
 DE5237'APPROXIMATELY 1 FOOT (0.3 M) ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1605 ***********************************************************************
 LA1605  DESIGNATION -  H 5
 LA1605  PID         -  LA1605
 LA1605  STATE/COUNTY-  IN/GRANT
 LA1605  COUNTRY     -  US
 LA1605  USGS QUAD   -  MARION (2019)
 LA1605
 LA1605                         *CURRENT SURVEY CONTROL
 LA1605  ______________________________________________________________________
 LA1605* NAD 83(1986) POSITION- 40 33 23.     (N) 085 39 19.     (W)   SCALED
 LA1605* NAVD 88 ORTHO HEIGHT -   245.471 (meters)      805.35  (feet) ADJUSTED
 LA1605  ______________________________________________________________________
 LA1605  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1605  DYNAMIC HEIGHT  -        245.346 (meters)      804.94  (feet) COMP
 LA1605  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 LA1605
 LA1605  VERT ORDER      -  FIRST     CLASS II
 LA1605
 LA1605.The horizontal coordinates were scaled from a map and have
 LA1605.an estimated accuracy of +/- 6 seconds.
 LA1605
 LA1605.The orthometric height was determined by differential leveling and
 LA1605.adjusted by the NATIONAL GEODETIC SURVEY
 LA1605.in June 1991.
 LA1605
 LA1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1605.GEOID18 height accuracy estimate available here.
 LA1605
 LA1605.Click photographs - Photos may exist for this station.
 LA1605
 LA1605.The dynamic height is computed by dividing the NAVD 88
 LA1605.geopotential number by the normal gravity value computed on the
 LA1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1605.degrees latitude (g = 980.6199 gals.).
 LA1605
 LA1605.The modeled gravity was interpolated from observed gravity values.
 LA1605
 LA1605;                    North         East    Units  Estimated Accuracy
 LA1605;SPC IN E     -   589,300.      100,970.      MT  (+/- 180 meters Scaled)
 LA1605
 LA1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138903(NAD 83)
 LA1605
 LA1605                          SUPERSEDED SURVEY CONTROL
 LA1605
 LA1605  NGVD 29 (??/??/92)  245.597  (m)          805.76   (f) ADJ UNCH    1 2
 LA1605
 LA1605.Superseded values are not recommended for survey control.
 LA1605
 LA1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1605.See file dsdata.pdf to determine how the superseded data were derived.
 LA1605
 LA1605_MARKER: DB = BENCH MARK DISK
 LA1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1605_SP_SET: BUILDING WALL
 LA1605_STAMPING: ELEV 805.812 FT H 5
 LA1605_MARK LOGO: CGS
 LA1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1605
 LA1605  HISTORY     - Date     Condition        Report By
 LA1605  HISTORY     - 1916     MONUMENTED       CGS
 LA1605  HISTORY     - 1946     GOOD             CGS
 LA1605
 LA1605                          STATION DESCRIPTION
 LA1605
 LA1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1605'IN MARION.
 LA1605'AT MARION, GRANT COUNTY, ON THE NEW YORK CENTRAL RAILROAD, IN
 LA1605'THE SOUTH WALL OF THE STATION, AND ABOUT 1-1/4 FEET ABOVE THE
 LA1605'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0845 ***********************************************************************
 KA0845  DESIGNATION -  H 51
 KA0845  PID         -  KA0845
 KA0845  STATE/COUNTY-  IN/VIGO
 KA0845  COUNTRY     -  US
 KA0845  USGS QUAD   -  ROSEDALE (2019)
 KA0845
 KA0845                         *CURRENT SURVEY CONTROL
 KA0845  ______________________________________________________________________
 KA0845* NAD 83(1986) POSITION- 39 36 28.     (N) 087 21 45.     (W)   SCALED
 KA0845* NAVD 88 ORTHO HEIGHT -   159.456 (meters)      523.15  (feet) ADJUSTED
 KA0845  ______________________________________________________________________
 KA0845  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 KA0845  DYNAMIC HEIGHT  -        159.366 (meters)      522.85  (feet) COMP
 KA0845  MODELED GRAVITY -    980,058.8   (mgal)                       NAVD 88
 KA0845
 KA0845  VERT ORDER      -  SECOND    CLASS 0
 KA0845
 KA0845.The horizontal coordinates were scaled from a map and have
 KA0845.an estimated accuracy of +/- 6 seconds.
 KA0845
 KA0845.The orthometric height was determined by differential leveling and
 KA0845.adjusted by the NATIONAL GEODETIC SURVEY
 KA0845.in June 1991.
 KA0845
 KA0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0845.GEOID18 height accuracy estimate available here.
 KA0845
 KA0845.Click photographs - Photos may exist for this station.
 KA0845
 KA0845.The dynamic height is computed by dividing the NAVD 88
 KA0845.geopotential number by the normal gravity value computed on the
 KA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0845.degrees latitude (g = 980.6199 gals.).
 KA0845
 KA0845.The modeled gravity was interpolated from observed gravity values.
 KA0845
 KA0845;                    North         East    Units  Estimated Accuracy
 KA0845;SPC IN W     -   484,010.      876,030.      MT  (+/- 180 meters Scaled)
 KA0845
 KA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ688842(NAD 83)
 KA0845
 KA0845                          SUPERSEDED SURVEY CONTROL
 KA0845
 KA0845  NGVD 29 (??/??/92)  159.558  (m)          523.48   (f) ADJ UNCH    2 0
 KA0845
 KA0845.Superseded values are not recommended for survey control.
 KA0845
 KA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0845.See file dsdata.pdf to determine how the superseded data were derived.
 KA0845
 KA0845_MARKER: DB = BENCH MARK DISK
 KA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0845_STAMPING: H 51 1934
 KA0845_MARK LOGO: CGS
 KA0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0845+STABILITY: SURFACE MOTION
 KA0845
 KA0845  HISTORY     - Date     Condition        Report By
 KA0845  HISTORY     - 1934     MONUMENTED       CGS
 KA0845  HISTORY     - 1938     GOOD             CGS
 KA0845
 KA0845                          STATION DESCRIPTION
 KA0845
 KA0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA0845'AT ATHERTON.
 KA0845'AT ATHERTON, VIGO COUNTY, 21 YARDS SOUTHWEST OF THE SOUTHWEST
 KA0845'CORNER OF THE CHICAGO AND EASTERN ILLINOIS CENTRAL RAILROAD
 KA0845'STATION, 50 YARDS WEST OF THE CLARETTO STORE, AT THE SOUTHWEST
 KA0845'CORNER OF A DIRT-ROAD CROSSING, 8 YARDS WEST OF THE WEST RAIL OF
 KA0845'THE MAIN TRACK, AND 7 YARDS SOUTH OF THE CENTERLINE OF THE ROAD.
 KA0845'A STANDARD DISK, STAMPED H 51 1934 AND SET IN THE TOP OF A
 KA0845'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0329 ***********************************************************************
 KA0329  DESIGNATION -  H 53
 KA0329  PID         -  KA0329
 KA0329  STATE/COUNTY-  IN/BROWN
 KA0329  COUNTRY     -  US
 KA0329  USGS QUAD   -  NASHVILLE (2019)
 KA0329
 KA0329                         *CURRENT SURVEY CONTROL
 KA0329  ______________________________________________________________________
 KA0329* NAD 83(1986) POSITION- 39 12 21.35   (N) 086 14 48.48   (W)   HD_HELD1
 KA0329* NAVD 88 ORTHO HEIGHT -   187.575 (meters)      615.40  (feet) ADJUSTED
 KA0329  ______________________________________________________________________
 KA0329  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KA0329  DYNAMIC HEIGHT  -        187.461 (meters)      615.03  (feet) COMP
 KA0329  MODELED GRAVITY -    980,017.1   (mgal)                       NAVD 88
 KA0329
 KA0329  VERT ORDER      -  SECOND    CLASS 0
 KA0329
 KA0329.The horizontal coordinates were determined by differentially corrected
 KA0329.hand held GPS observations or other comparable positioning techniques
 KA0329.and have an estimated accuracy of +/- 3 meters.
 KA0329
 KA0329.The orthometric height was determined by differential leveling and
 KA0329.adjusted by the NATIONAL GEODETIC SURVEY
 KA0329.in June 1991.
 KA0329
 KA0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0329.GEOID18 height accuracy estimate available here.
 KA0329
 KA0329.Click photographs - Photos may exist for this station.
 KA0329
 KA0329.The dynamic height is computed by dividing the NAVD 88
 KA0329.geopotential number by the normal gravity value computed on the
 KA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0329.degrees latitude (g = 980.6199 gals.).
 KA0329
 KA0329.The modeled gravity was interpolated from observed gravity values.
 KA0329
 KA0329;                    North         East    Units  Estimated Accuracy
 KA0329;SPC IN E     -   439,517.8      49,892.6     MT  (+/- 3 meters HH1 GPS) 
 KA0329
 KA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6503139899(NAD 83)
 KA0329
 KA0329                          SUPERSEDED SURVEY CONTROL
 KA0329
 KA0329  NGVD 29 (??/??/92)  187.695  (m)          615.80   (f) ADJ UNCH    2 0
 KA0329
 KA0329.Superseded values are not recommended for survey control.
 KA0329
 KA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0329.See file dsdata.pdf to determine how the superseded data were derived.
 KA0329
 KA0329_MARKER: DB = BENCH MARK DISK
 KA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0329_STAMPING: H 53 1934
 KA0329_MARK LOGO: CGS
 KA0329_PROJECTION: PROJECTING
 KA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0329+STABILITY: SURFACE MOTION
 KA0329
 KA0329  HISTORY     - Date     Condition        Report By
 KA0329  HISTORY     - 1934     MONUMENTED       CGS
 KA0329
 KA0329                          STATION DESCRIPTION
 KA0329
 KA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0329'AT NASHVILLE.
 KA0329'AT NASHVILLE, BROWN COUNTY, ON STATE HIGHWAY 46, AT THE SOUTHEAST
 KA0329'CORNER OF THE INTERSECTION OF FRANKLIN AND VAN BUREN STREETS.
 KA0329'AT THE PUBLIC SCHOOL, 16 YARDS NORTHWEST OF THE WEST ENTRANCE,
 KA0329'7 YARDS WEST OF THE NORTHWEST CORNER OF THE BUILDING, AT THE
 KA0329'NORTHWEST CORNER OF THE SCHOOL LAWN, AND 12 YARDS EAST OF THE
 KA0329'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 53 1934
 KA0329'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 KA0329'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0245 ***********************************************************************
 JA0245  DESIGNATION -  H 56
 JA0245  PID         -  JA0245
 JA0245  STATE/COUNTY-  IN/HARRISON
 JA0245  COUNTRY     -  US
 JA0245  USGS QUAD   -  DEPAUW (2019)
 JA0245
 JA0245                         *CURRENT SURVEY CONTROL
 JA0245  ______________________________________________________________________
 JA0245* NAD 83(1986) POSITION- 38 19 13.26   (N) 086 08 44.46   (W)   HD_HELD1
 JA0245* NAVD 88 ORTHO HEIGHT -   219.155 (meters)      719.01  (feet) ADJUSTED
 JA0245  ______________________________________________________________________
 JA0245  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 JA0245  DYNAMIC HEIGHT  -        219.002 (meters)      718.51  (feet) COMP
 JA0245  MODELED GRAVITY -    979,926.1   (mgal)                       NAVD 88
 JA0245
 JA0245  VERT ORDER      -  SECOND    CLASS 0
 JA0245
 JA0245.The horizontal coordinates were determined by differentially corrected
 JA0245.hand held GPS observations or other comparable positioning techniques
 JA0245.and have an estimated accuracy of +/- 3 meters.
 JA0245
 JA0245.The orthometric height was determined by differential leveling and
 JA0245.adjusted by the NATIONAL GEODETIC SURVEY
 JA0245.in June 1991.
 JA0245
 JA0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0245.GEOID18 height accuracy estimate available here.
 JA0245
 JA0245.Click photographs - Photos may exist for this station.
 JA0245
 JA0245.The dynamic height is computed by dividing the NAVD 88
 JA0245.geopotential number by the normal gravity value computed on the
 JA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0245.degrees latitude (g = 980.6199 gals.).
 JA0245
 JA0245.The modeled gravity was interpolated from observed gravity values.
 JA0245
 JA0245;                    North         East    Units  Estimated Accuracy
 JA0245;SPC IN E     -   341,160.1      58,111.8     MT  (+/- 3 meters HH1 GPS) 
 JA0245
 JA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7467941704(NAD 83)
 JA0245
 JA0245                          SUPERSEDED SURVEY CONTROL
 JA0245
 JA0245  NGVD 29 (??/??/92)  219.28   (m)          719.4    (f) COMPUTED    2 0
 JA0245
 JA0245.Superseded values are not recommended for survey control.
 JA0245
 JA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0245.See file dsdata.pdf to determine how the superseded data were derived.
 JA0245
 JA0245_MARKER: DB = BENCH MARK DISK
 JA0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0245_STAMPING: H 56 1934
 JA0245_MARK LOGO: CGS
 JA0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0245+STABILITY: SURFACE MOTION
 JA0245
 JA0245  HISTORY     - Date     Condition        Report By
 JA0245  HISTORY     - 1934     MONUMENTED       CGS
 JA0245  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0245
 JA0245                          STATION DESCRIPTION
 JA0245
 JA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0245'2.7 MI W FROM CORYDON JUNCTION.
 JA0245'2.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0245'CORYDON JUNCTION, HARRISON COUNTY, 0.1 MILE EAST OF MILEPOST 248,
 JA0245'43 YARDS SOUTHEAST OF A CROSSING OF STATE HIGHWAY 64, 20 FEET
 JA0245'SOTUH OF THE TRACK, 8 FEET NORTH OF A FENCE LINE, AND 2 1/2 FEET
 JA0245'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 56 1934 AND
 JA0245'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0578 ***********************************************************************
 JA0578  DESIGNATION -  H 57
 JA0578  PID         -  JA0578
 JA0578  STATE/COUNTY-  IN/DUBOIS
 JA0578  COUNTRY     -  US
 JA0578  USGS QUAD   -  HUNTINGBURG (2019)
 JA0578
 JA0578                         *CURRENT SURVEY CONTROL
 JA0578  ______________________________________________________________________
 JA0578* NAD 83(1986) POSITION- 38 17 53.63   (N) 086 56 56.38   (W)   HD_HELD1
 JA0578* NAVD 88 ORTHO HEIGHT -   143.425 (meters)      470.55  (feet) ADJUSTED
 JA0578  ______________________________________________________________________
 JA0578  GEOID HEIGHT    -        -32.286 (meters)                     GEOID18
 JA0578  DYNAMIC HEIGHT  -        143.329 (meters)      470.24  (feet) COMP
 JA0578  MODELED GRAVITY -    979,955.6   (mgal)                       NAVD 88
 JA0578
 JA0578  VERT ORDER      -  SECOND    CLASS 0
 JA0578
 JA0578.The horizontal coordinates were determined by differentially corrected
 JA0578.hand held GPS observations or other comparable positioning techniques
 JA0578.and have an estimated accuracy of +/- 3 meters.
 JA0578
 JA0578.The orthometric height was determined by differential leveling and
 JA0578.adjusted by the NATIONAL GEODETIC SURVEY
 JA0578.in June 1991.
 JA0578
 JA0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0578.GEOID18 height accuracy estimate available here.
 JA0578
 JA0578.Click photographs - Photos may exist for this station.
 JA0578
 JA0578.The dynamic height is computed by dividing the NAVD 88
 JA0578.geopotential number by the normal gravity value computed on the
 JA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0578.degrees latitude (g = 980.6199 gals.).
 JA0578
 JA0578.The modeled gravity was interpolated from observed gravity values.
 JA0578
 JA0578;                    North         East    Units  Estimated Accuracy
 JA0578;SPC IN W     -   338,604.8     911,751.0     MT  (+/- 3 meters HH1 GPS) 
 JA0578
 JA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0445938906(NAD 83)
 JA0578
 JA0578                          SUPERSEDED SURVEY CONTROL
 JA0578
 JA0578  NGVD 29 (??/??/92)  143.52   (m)          470.9    (f) COMPUTED    2 0
 JA0578
 JA0578.Superseded values are not recommended for survey control.
 JA0578
 JA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0578.See file dsdata.pdf to determine how the superseded data were derived.
 JA0578
 JA0578_MARKER: DB = BENCH MARK DISK
 JA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0578_STAMPING: H 57 1934
 JA0578_MARK LOGO: CGS
 JA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0578+STABILITY: SURFACE MOTION
 JA0578
 JA0578  HISTORY     - Date     Condition        Report By
 JA0578  HISTORY     - 1934     MONUMENTED       CGS
 JA0578  HISTORY     - 1935     GOOD             CGS
 JA0578  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0578
 JA0578                          STATION DESCRIPTION
 JA0578
 JA0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0578'AT HUNTINGBURG.
 JA0578'AT HUNTINGBURG, DUBOIS COUNTY, ON THE SOUTHERN RAILWAY, 45 YARDS
 JA0578'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 72 YARDS
 JA0578'NORTHWEST OF THE EAST END OF THE STATION PLATFORM, 18 FEET WEST
 JA0578'OF THE SOUTHWEST CORNER OF A TOOL HOUSE, 40 FEET SOUTH OF THE
 JA0578'SOUTH RAIL OF THE MAIN TRACK, 15 FEET SOUTH OF A POLE, AND
 JA0578'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 57 1934 AND
 JA0578'SET IN THE TOP OF A CONCRETE POST.
 JA0578
 JA0578                          STATION RECOVERY (1965)
 JA0578
 JA0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0593 ***********************************************************************
 JA0593  DESIGNATION -  H 58
 JA0593  PID         -  JA0593
 JA0593  STATE/COUNTY-  IN/DUBOIS
 JA0593  COUNTRY     -  US
 JA0593  USGS QUAD   -  HUNTINGBURG (2019)
 JA0593
 JA0593                         *CURRENT SURVEY CONTROL
 JA0593  ______________________________________________________________________
 JA0593* NAD 83(1986) POSITION- 38 16 23.     (N) 086 55 50.     (W)   SCALED
 JA0593* NAVD 88 ORTHO HEIGHT -   138.228 (meters)      453.50  (feet) ADJUSTED
 JA0593  ______________________________________________________________________
 JA0593  GEOID HEIGHT    -        -32.281 (meters)                     GEOID18
 JA0593  DYNAMIC HEIGHT  -        138.135 (meters)      453.20  (feet) COMP
 JA0593  MODELED GRAVITY -    979,952.3   (mgal)                       NAVD 88
 JA0593
 JA0593  VERT ORDER      -  FIRST     CLASS II
 JA0593
 JA0593.The horizontal coordinates were scaled from a map and have
 JA0593.an estimated accuracy of +/- 6 seconds.
 JA0593
 JA0593.The orthometric height was determined by differential leveling and
 JA0593.adjusted by the NATIONAL GEODETIC SURVEY
 JA0593.in June 1991.
 JA0593
 JA0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0593.GEOID18 height accuracy estimate available here.
 JA0593
 JA0593.Click photographs - Photos may exist for this station.
 JA0593
 JA0593.The dynamic height is computed by dividing the NAVD 88
 JA0593.geopotential number by the normal gravity value computed on the
 JA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0593.degrees latitude (g = 980.6199 gals.).
 JA0593
 JA0593.The modeled gravity was interpolated from observed gravity values.
 JA0593
 JA0593;                    North         East    Units  Estimated Accuracy
 JA0593;SPC IN W     -   335,810.      913,370.      MT  (+/- 180 meters Scaled)
 JA0593
 JA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH060361(NAD 83)
 JA0593
 JA0593                          SUPERSEDED SURVEY CONTROL
 JA0593
 JA0593  NGVD 29 (??/??/92)  138.332  (m)          453.84   (f) ADJ UNCH    1 2
 JA0593
 JA0593.Superseded values are not recommended for survey control.
 JA0593
 JA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0593.See file dsdata.pdf to determine how the superseded data were derived.
 JA0593
 JA0593_MARKER: DB = BENCH MARK DISK
 JA0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0593_STAMPING: H 58 1934
 JA0593_MARK LOGO: CGS
 JA0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0593+STABILITY: SURFACE MOTION
 JA0593
 JA0593  HISTORY     - Date     Condition        Report By
 JA0593  HISTORY     - 1934     MONUMENTED       CGS
 JA0593  HISTORY     - 1965     GOOD             CGS
 JA0593
 JA0593                          STATION DESCRIPTION
 JA0593
 JA0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0593'2.2 MI SE FROM HUNTINGBURG.
 JA0593'ABOUT 2.25 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 JA0593'CITY POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN
 JA0593'SECTION 11, T 3 S, R 5 W, 27 FEET SOUTH OF THE CENTER LINE OF A
 JA0593'GRAVELED ROAD, 32 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 JA0593'OF THE GRAVELED ROAD, 19 FEET EAST OF THE EAST RAIL, 77 1/2 FEET
 JA0593'NORTHEAST AND ACROSS THE RAILROAD FROM A TELEPHONE POLE NUMBERED
 JA0593'E8, 4 1/2 POLES SOUTH OF MILEPOST 45, 1.4 FEET NORTHWEST OF A
 JA0593'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 JA0593'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1003 ***********************************************************************
 ME1003  DESIGNATION -  H 6
 ME1003  PID         -  ME1003
 ME1003  STATE/COUNTY-  IN/LAKE
 ME1003  COUNTRY     -  US
 ME1003  USGS QUAD   -  GARY (2019)
 ME1003
 ME1003                         *CURRENT SURVEY CONTROL
 ME1003  ______________________________________________________________________
 ME1003* NAD 83(1986) POSITION- 41 35 42.     (N) 087 21 44.     (W)   SCALED
 ME1003* NAVD 88 ORTHO HEIGHT -   184.278 (meters)      604.59  (feet) ADJUSTED
 ME1003  ______________________________________________________________________
 ME1003  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 ME1003  DYNAMIC HEIGHT  -        184.210 (meters)      604.36  (feet) COMP
 ME1003  MODELED GRAVITY -    980,249.4   (mgal)                       NAVD 88
 ME1003
 ME1003  VERT ORDER      -  FIRST     CLASS II
 ME1003
 ME1003.The horizontal coordinates were scaled from a map and have
 ME1003.an estimated accuracy of +/- 6 seconds.
 ME1003
 ME1003.The orthometric height was determined by differential leveling and
 ME1003.adjusted by the NATIONAL GEODETIC SURVEY
 ME1003.in April 1995.
 ME1003
 ME1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1003.GEOID18 height accuracy estimate available here.
 ME1003
 ME1003.Click photographs - Photos may exist for this station.
 ME1003
 ME1003.The dynamic height is computed by dividing the NAVD 88
 ME1003.geopotential number by the normal gravity value computed on the
 ME1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1003.degrees latitude (g = 980.6199 gals.).
 ME1003
 ME1003.The modeled gravity was interpolated from observed gravity values.
 ME1003
 ME1003;                    North         East    Units  Estimated Accuracy
 ME1003;SPC IN W     -   704,670.      876,750.      MT  (+/- 180 meters Scaled)
 ME1003
 ME1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM698048(NAD 83)
 ME1003
 ME1003                          SUPERSEDED SURVEY CONTROL
 ME1003
 ME1003  NAVD 88 (06/15/91)  184.274  (m)          604.57   (f) SUPERSEDED  1 2
 ME1003  NGVD 29 (01/19/93)  184.377  (m)          604.91   (f) ADJUSTED    1 2
 ME1003  NGVD 29 (??/??/92)  184.377  (m)          604.91   (f) SUPERSEDED  1 2
 ME1003
 ME1003.Superseded values are not recommended for survey control.
 ME1003
 ME1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1003.See file dsdata.pdf to determine how the superseded data were derived.
 ME1003
 ME1003_MARKER: DB = BENCH MARK DISK
 ME1003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1003_SP_SET: PIER
 ME1003_STAMPING: H 6 EL 604.891 FT
 ME1003_MARK LOGO: CGS
 ME1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1003+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1003
 ME1003  HISTORY     - Date     Condition        Report By
 ME1003  HISTORY     - 1916     MONUMENTED       CGS
 ME1003  HISTORY     - 1968     GOOD             CGS
 ME1003  HISTORY     - 19920906 GOOD             NGS
 ME1003
 ME1003                          STATION DESCRIPTION
 ME1003
 ME1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1003'AT GARY.
 ME1003'AT GARY, ABOUT 0.9 MILE SOUTHEAST ALONG THE PENN CENTRAL
 ME1003'RAILROAD FROM THE STATION, ABOUT 0.4 MILE NORTHWEST OF THE
 ME1003'CROSSING OF GRANT STREET, SET VERTICALLY IN THE SOUTHWEST FACE
 ME1003'OF THE SOUTHEAST END OF THE CENTER PIER UNDER THE INDIANA
 ME1003'HARBOR BELT RAILROAD OVERPASS OVER THE PENN CENTRAL RAILROAD,
 ME1003'60 FEET WEST OF AND ACROSS THE WESTBOUND TRACK FROM MILEPOST
 ME1003'442, 8.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE EASTBOUND
 ME1003'TRACK, 2.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER AND
 ME1003'4.2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 5, T 36 N, R 8 W.
 ME1003'NOTE-- THE CONCRETE PIER SHOWS SIGN OF DETERIOATING DUE TO ITS
 ME1003'AGE.
 ME1003
 ME1003                          STATION RECOVERY (1992)
 ME1003
 ME1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1003'IN GARY, AT THE INTERSECTION OF THE CONRAIL AND INDIANA HARBOR BELT
 ME1003'RAILROADS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE CENTER
 ME1003'CONCRETE PIER OF THE BELT RAILROAD OVERPASS OF THE CONRAIL RAILROAD,
 ME1003'19.6 M (64.3 FT) NORTH OF MILEPOST 442, 9.1 M (29.9 FT) SOUTHEAST OF
 ME1003'THE CENTER OF THE PIER, 4.8 M (15.7 FT) SOUTHEAST OF THE CENTER OF
 ME1003'THE BELT RAILROAD, 2.4 M (7.9 FT) NORTHEAST OF THE NEAR RAIL OF THE
 ME1003'CONRAIL RAILROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE CONRAIL
 ME1003'RAILROAD, AND 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 ME1003'PIER.  NOTE--THE PIER IS WEATHER BEATEN AND IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1682 ***********************************************************************
 HZ1682  DESIGNATION -  H 60
 HZ1682  PID         -  HZ1682
 HZ1682  STATE/COUNTY-  IN/SCOTT
 HZ1682  COUNTRY     -  US
 HZ1682  USGS QUAD   -  SCOTTSBURG (2019)
 HZ1682
 HZ1682                         *CURRENT SURVEY CONTROL
 HZ1682  ______________________________________________________________________
 HZ1682* NAD 83(1986) POSITION- 38 42 44.     (N) 085 47 02.     (W)   SCALED
 HZ1682* NAVD 88 ORTHO HEIGHT -   163.807 (meters)      537.42  (feet) ADJUSTED
 HZ1682  ______________________________________________________________________
 HZ1682  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 HZ1682  DYNAMIC HEIGHT  -        163.700 (meters)      537.07  (feet) COMP
 HZ1682  MODELED GRAVITY -    979,974.2   (mgal)                       NAVD 88
 HZ1682
 HZ1682  VERT ORDER      -  SECOND    CLASS 0
 HZ1682
 HZ1682.The horizontal coordinates were scaled from a map and have
 HZ1682.an estimated accuracy of +/- 6 seconds.
 HZ1682
 HZ1682.The orthometric height was determined by differential leveling and
 HZ1682.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1682.in June 1991.
 HZ1682
 HZ1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1682.GEOID18 height accuracy estimate available here.
 HZ1682
 HZ1682.Click photographs - Photos may exist for this station.
 HZ1682
 HZ1682.The dynamic height is computed by dividing the NAVD 88
 HZ1682.geopotential number by the normal gravity value computed on the
 HZ1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1682.degrees latitude (g = 980.6199 gals.).
 HZ1682
 HZ1682.The modeled gravity was interpolated from observed gravity values.
 HZ1682
 HZ1682;                    North         East    Units  Estimated Accuracy
 HZ1682;SPC IN E     -   384,560.       89,810.      MT  (+/- 180 meters Scaled)
 HZ1682
 HZ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH057855(NAD 83)
 HZ1682
 HZ1682                          SUPERSEDED SURVEY CONTROL
 HZ1682
 HZ1682  NGVD 29 (??/??/92)  163.935  (m)          537.84   (f) ADJ UNCH    2 0
 HZ1682
 HZ1682.Superseded values are not recommended for survey control.
 HZ1682
 HZ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1682.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1682
 HZ1682_MARKER: DB = BENCH MARK DISK
 HZ1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1682_SP_SET: ABUTMENT
 HZ1682_STAMPING: H 60 1934
 HZ1682_MARK LOGO: CGS
 HZ1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1682
 HZ1682  HISTORY     - Date     Condition        Report By
 HZ1682  HISTORY     - 1934     MONUMENTED       CGS
 HZ1682  HISTORY     - 20230329 MARK NOT FOUND   INDOT
 HZ1682
 HZ1682                          STATION DESCRIPTION
 HZ1682
 HZ1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1682'2 MI S FROM AUSTIN.
 HZ1682'2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1682'AT AUSTIN, SCOTT COUNTY, 5-1/2 RAILS SOUTH OF THE CENTERLINE
 HZ1682'OF AN OVERPASS OF U.S. HIGHWAY 31 E, AT BRIDGE NO. 77/13, IN THE
 HZ1682'TOP OF THE WEST END OF THE NORTH ABUTMENT, 3.6 FEET WEST OF THE
 HZ1682'WEST RAIL, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 HZ1682'DISK, STAMPED H 60 1934.
 HZ1682
 HZ1682                          STATION RECOVERY (2023)
 HZ1682
 HZ1682'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1682'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0622 ***********************************************************************
 KA0622  DESIGNATION -  H 62
 KA0622  PID         -  KA0622
 KA0622  STATE/COUNTY-  IN/PUTNAM
 KA0622  COUNTRY     -  US
 KA0622  USGS QUAD   -  CLOVERDALE (2019)
 KA0622
 KA0622                         *CURRENT SURVEY CONTROL
 KA0622  ______________________________________________________________________
 KA0622* NAD 83(1986) POSITION- 39 36 13.     (N) 086 45 00.     (W)   SCALED
 KA0622* NAVD 88 ORTHO HEIGHT -   247.001 (meters)      810.37  (feet) ADJUSTED
 KA0622  ______________________________________________________________________
 KA0622  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0622  DYNAMIC HEIGHT  -        246.860 (meters)      809.91  (feet) COMP
 KA0622  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 KA0622
 KA0622  VERT ORDER      -  FIRST     CLASS II
 KA0622
 KA0622.The horizontal coordinates were scaled from a map and have
 KA0622.an estimated accuracy of +/- 6 seconds.
 KA0622
 KA0622.The orthometric height was determined by differential leveling and
 KA0622.adjusted by the NATIONAL GEODETIC SURVEY
 KA0622.in June 1991.
 KA0622
 KA0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0622.GEOID18 height accuracy estimate available here.
 KA0622
 KA0622.Click photographs - Photos may exist for this station.
 KA0622
 KA0622.The dynamic height is computed by dividing the NAVD 88
 KA0622.geopotential number by the normal gravity value computed on the
 KA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0622.degrees latitude (g = 980.6199 gals.).
 KA0622
 KA0622.The modeled gravity was interpolated from observed gravity values.
 KA0622
 KA0622;                    North         East    Units  Estimated Accuracy
 KA0622;SPC IN W     -   483,560.      928,630.      MT  (+/- 180 meters Scaled)
 KA0622
 KA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ214837(NAD 83)
 KA0622
 KA0622                          SUPERSEDED SURVEY CONTROL
 KA0622
 KA0622  NGVD 29 (??/??/92)  247.105  (m)          810.71   (f) ADJ UNCH    1 2
 KA0622
 KA0622.Superseded values are not recommended for survey control.
 KA0622
 KA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0622.See file dsdata.pdf to determine how the superseded data were derived.
 KA0622
 KA0622_MARKER: DB = BENCH MARK DISK
 KA0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0622_SP_SET: WINGWALL
 KA0622_STAMPING: H 62 1946
 KA0622_MARK LOGO: CGS
 KA0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0622+STABILITY: SURFACE MOTION
 KA0622
 KA0622  HISTORY     - Date     Condition        Report By
 KA0622  HISTORY     - 1946     MONUMENTED       CGS
 KA0622  HISTORY     - 1985     GOOD             NGS
 KA0622
 KA0622                          STATION DESCRIPTION
 KA0622
 KA0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0622'0.4 MI E FROM MOUNT MERIDIAN.
 KA0622'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0622'STORE AND SERVICE STATION AT MOUNT MERIDIAN, SET IN THE TOP OF
 KA0622'THE NORTH END OF THE SOUTH EAST WING WALL OF A 15 FOOT CONCRETE
 KA0622'CULVERT, 46 FEET SOUTH OF AND ABOUT 10 FEET BELOW THE EAST
 KA0622'BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H
 KA0622'62 1946.
 KA0622
 KA0622                          STATION RECOVERY (1985)
 KA0622
 KA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0622'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.0 KM
 KA0622'(14.9 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0622'HIGHWAY 39 IN BELLEVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0486 ***********************************************************************
 KA0486  DESIGNATION -  H 63
 KA0486  PID         -  KA0486
 KA0486  STATE/COUNTY-  IN/MORGAN
 KA0486  COUNTRY     -  US
 KA0486  USGS QUAD   -  QUINCY (2019)
 KA0486
 KA0486                         *CURRENT SURVEY CONTROL
 KA0486  ______________________________________________________________________
 KA0486* NAD 83(1986) POSITION- 39 29 57.60   (N) 086 39 12.10   (W)   HD_HELD1
 KA0486* NAVD 88 ORTHO HEIGHT -   237.135 (meters)      778.00  (feet) ADJUSTED
 KA0486  ______________________________________________________________________
 KA0486  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KA0486  DYNAMIC HEIGHT  -        237.001 (meters)      777.56  (feet) COMP
 KA0486  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 KA0486
 KA0486  VERT ORDER      -  SECOND    CLASS 0
 KA0486
 KA0486.The horizontal coordinates were determined by differentially corrected
 KA0486.hand held GPS observations or other comparable positioning techniques
 KA0486.and have an estimated accuracy of +/- 3 meters.
 KA0486
 KA0486.The orthometric height was determined by differential leveling and
 KA0486.adjusted by the NATIONAL GEODETIC SURVEY
 KA0486.in June 1991.
 KA0486
 KA0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0486.GEOID18 height accuracy estimate available here.
 KA0486
 KA0486.Click photographs - Photos may exist for this station.
 KA0486
 KA0486.The dynamic height is computed by dividing the NAVD 88
 KA0486.geopotential number by the normal gravity value computed on the
 KA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0486.degrees latitude (g = 980.6199 gals.).
 KA0486
 KA0486.The modeled gravity was interpolated from observed gravity values.
 KA0486
 KA0486;                    North         East    Units  Estimated Accuracy
 KA0486;SPC IN W     -   472,018.8     936,982.6     MT  (+/- 3 meters HH1 GPS) 
 KA0486
 KA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2980372247(NAD 83)
 KA0486
 KA0486                          SUPERSEDED SURVEY CONTROL
 KA0486
 KA0486  NGVD 29 (??/??/92)  237.253  (m)          778.39   (f) ADJ UNCH    2 0
 KA0486
 KA0486.Superseded values are not recommended for survey control.
 KA0486
 KA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0486.See file dsdata.pdf to determine how the superseded data were derived.
 KA0486
 KA0486_MARKER: DB = BENCH MARK DISK
 KA0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0486_STAMPING: H 63 1946
 KA0486_MARK LOGO: CGS
 KA0486_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0486+STABILITY: SURFACE MOTION
 KA0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0486+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 KA0486
 KA0486  HISTORY     - Date     Condition        Report By
 KA0486  HISTORY     - 1946     MONUMENTED       CGS
 KA0486  HISTORY     - 20230307 POOR             INDOT
 KA0486
 KA0486                          STATION DESCRIPTION
 KA0486
 KA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0486'2.4 MI SW FROM EMINENCE.
 KA0486'2.35 MILES SOUTH AND WEST ALONG STATE HIGHWAY 42 FROM THE HIGH
 KA0486'SCHOOL AT EMINENCE, 0.6 MILE WEST OF A CROSS ROAD WHERE HIGHWAY
 KA0486'42 TURNS NORTH TO EMINENCE, THE ROAD EAST LEADS TO PLANO, AND
 KA0486'THE ROAD SOUTH TO LEWISVILLE, AT THE LEE PARTICK FARM, 129
 KA0486'FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 30 FEET SOUTH OF
 KA0486'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 16.5 FEET
 KA0486'SOUTHEAST OF THE SOUTH GATE POST IN THE NORTH-SOUTH FENCE LINE,
 KA0486'4.5 FEET EAST OF THE FENCE LINE, AND 1.5 FEET NORTH OF A WHITE
 KA0486'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 63 1946 AND
 KA0486'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0486'GROUND.
 KA0486
 KA0486                          STATION RECOVERY (2023)
 KA0486
 KA0486'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0486'MONUMENT WAS FOUND LAYING ON GROUND IN THE AREA WITH DISK STEM ONLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0153 ***********************************************************************
 KA0153  DESIGNATION -  H 64 RESET
 KA0153  PID         -  KA0153
 KA0153  STATE/COUNTY-  IN/MARION
 KA0153  COUNTRY     -  US
 KA0153  USGS QUAD   -  BRIDGEPORT (2019)
 KA0153
 KA0153                         *CURRENT SURVEY CONTROL
 KA0153  ______________________________________________________________________
 KA0153* NAD 83(1986) POSITION- 39 40 25.     (N) 086 17 46.     (W)   SCALED
 KA0153* NAVD 88 ORTHO HEIGHT -   236.42  (meters)      775.7   (feet) RESET
 KA0153  ______________________________________________________________________
 KA0153  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 KA0153  VERT ORDER      -  THIRD
 KA0153
 KA0153.The horizontal coordinates were scaled from a map and have
 KA0153.an estimated accuracy of +/- 6 seconds.
 KA0153
 KA0153.The orthometric height was computed from unverified reset data.
 KA0153
 KA0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0153.GEOID18 height accuracy estimate available here.
 KA0153
 KA0153.Click photographs - Photos may exist for this station.
 KA0153
 KA0153;                    North         East    Units  Estimated Accuracy
 KA0153;SPC IN E     -   491,470.       46,000.      MT  (+/- 180 meters Scaled)
 KA0153
 KA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ603917(NAD 83)
 KA0153
 KA0153                          SUPERSEDED SURVEY CONTROL
 KA0153
 KA0153  NGVD 29 (??/??/??)  236.55   (m)          776.1    (f) RESET       3  
 KA0153
 KA0153.Superseded values are not recommended for survey control.
 KA0153
 KA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0153.See file dsdata.pdf to determine how the superseded data were derived.
 KA0153
 KA0153_MARKER: DB = BENCH MARK DISK
 KA0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0153_STAMPING: H 64 1946 RESET
 KA0153_MARK LOGO: CGS
 KA0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0153+STABILITY: SURFACE MOTION
 KA0153
 KA0153  HISTORY     - Date     Condition        Report By
 KA0153  HISTORY     - 1946     MONUMENTED       INHD
 KA0153  HISTORY     - 1955     GOOD             CGS
 KA0153  HISTORY     - 20221027 MARK NOT FOUND   INDOT
 KA0153
 KA0153                          STATION DESCRIPTION
 KA0153
 KA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KA0153'2.2 MI SW FROM VALLEY MILLS.
 KA0153'2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 67 FROM THE CROSSROADS
 KA0153'AT VALLEY MILLS, MARION COUNTY, 1.05 MILES NORTHEAST OF THE
 KA0153'CROSSROADS AT CANBY, 0.3 MILE SOUTHWEST OF THE INTERSECTION OF
 KA0153'A NORTH-AND-SOUTH ROAD, 119 FEET NORTHEAST OF SURVEY STATION 364
 KA0153'00 (STAMPED IN THE PAVEMENT), AND 37 FEET NORTHEAST OF THE CENTERLINE
 KA0153'OF THE SOUTH-BOUND LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0153'H 64 1946 RESET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0153'5 INCHES ABOVE GROUND.
 KA0153
 KA0153                          STATION RECOVERY (2022)
 KA0153
 KA0153'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0153'IT APPEARS THAT THE MARK WAS DESTROYED OR BURIED BY ROADWAY
 KA0153'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0294 ***********************************************************************
 KA0294  DESIGNATION -  H 65
 KA0294  PID         -  KA0294
 KA0294  STATE/COUNTY-  IN/MORGAN
 KA0294  COUNTRY     -  US
 KA0294  USGS QUAD   -  MARTINSVILLE (2019)
 KA0294
 KA0294                         *CURRENT SURVEY CONTROL
 KA0294  ______________________________________________________________________
 KA0294* NAD 83(1986) POSITION- 39 24 59.     (N) 086 28 59.     (W)   SCALED
 KA0294* NAVD 88 ORTHO HEIGHT -   182.890 (meters)      600.03  (feet) ADJUSTED
 KA0294  ______________________________________________________________________
 KA0294  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0294  DYNAMIC HEIGHT  -        182.786 (meters)      599.69  (feet) COMP
 KA0294  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 KA0294
 KA0294  VERT ORDER      -  SECOND    CLASS 0
 KA0294
 KA0294.The horizontal coordinates were scaled from a map and have
 KA0294.an estimated accuracy of +/- 6 seconds.
 KA0294
 KA0294.The orthometric height was determined by differential leveling and
 KA0294.adjusted by the NATIONAL GEODETIC SURVEY
 KA0294.in June 1991.
 KA0294
 KA0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0294.GEOID18 height accuracy estimate available here.
 KA0294
 KA0294.Click photographs - Photos may exist for this station.
 KA0294
 KA0294.The dynamic height is computed by dividing the NAVD 88
 KA0294.geopotential number by the normal gravity value computed on the
 KA0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0294.degrees latitude (g = 980.6199 gals.).
 KA0294
 KA0294.The modeled gravity was interpolated from observed gravity values.
 KA0294
 KA0294;                    North         East    Units  Estimated Accuracy
 KA0294;SPC IN W     -   462,890.      951,690.      MT  (+/- 180 meters Scaled)
 KA0294
 KA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ444631(NAD 83)
 KA0294
 KA0294                          SUPERSEDED SURVEY CONTROL
 KA0294
 KA0294  NGVD 29 (??/??/92)  183.017  (m)          600.45   (f) ADJ UNCH    2 0
 KA0294
 KA0294.Superseded values are not recommended for survey control.
 KA0294
 KA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0294.See file dsdata.pdf to determine how the superseded data were derived.
 KA0294
 KA0294_MARKER: DB = BENCH MARK DISK
 KA0294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0294_SP_SET: CULVERT HEADWALL
 KA0294_STAMPING: H 65 1946
 KA0294_MARK LOGO: CGS
 KA0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0294+STABILITY: SURFACE MOTION
 KA0294
 KA0294  HISTORY     - Date     Condition        Report By
 KA0294  HISTORY     - 1946     MONUMENTED       CGS
 KA0294  HISTORY     - 1966     GOOD             CGS
 KA0294
 KA0294                          STATION DESCRIPTION
 KA0294
 KA0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0294'3.1 MI W FROM MARTINSVILLE.
 KA0294'3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0294'AT MARTINSVILLE, MORGAN COUNTY, OPPOSITE RAILROAD CULVERT 33/92,
 KA0294'AT A NORTH-AND-SOUTH ROAD CROSSING, 29 FEET NORTHEAST OF THE
 KA0294'CENTERLINE OF THE ROAD, 15 FEET NORTHWEST OF THE NORTHWEST RAIL
 KA0294'OF THE TRACK, 47 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 KA0294'HIGHWAY 67, 10 FEET WEST OF THE EXTENDED CENTERLINE OF A MACADAM
 KA0294'ROAD LEADING NORTH TO PATTON PARK FROM THE HIGHWAY, AT A
 KA0294'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 KA0294'NORTHEAST END OF THE SOUTHEAST HEADWALL, LEVEL WITH THE HIGHWAY,
 KA0294'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KA0294'STAMPED H 65 1946.  NOTE-- DISK IS NOW APPROX. LEVEL WITH TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1078 ***********************************************************************
 KA1078  DESIGNATION -  H 66
 KA1078  PID         -  KA1078
 KA1078  STATE/COUNTY-  IN/VIGO
 KA1078  COUNTRY     -  US
 KA1078  USGS QUAD   -  SEELYVILLE (2019)
 KA1078
 KA1078                         *CURRENT SURVEY CONTROL
 KA1078  ______________________________________________________________________
 KA1078* NAD 83(1986) POSITION- 39 28 58.     (N) 087 18 50.     (W)   SCALED
 KA1078* NAVD 88 ORTHO HEIGHT -   170.284 (meters)      558.67  (feet) ADJUSTED
 KA1078  ______________________________________________________________________
 KA1078  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 KA1078  DYNAMIC HEIGHT  -        170.187 (meters)      558.36  (feet) COMP
 KA1078  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 KA1078
 KA1078  VERT ORDER      -  SECOND    CLASS 0
 KA1078
 KA1078.The horizontal coordinates were scaled from a map and have
 KA1078.an estimated accuracy of +/- 6 seconds.
 KA1078
 KA1078.The orthometric height was determined by differential leveling and
 KA1078.adjusted by the NATIONAL GEODETIC SURVEY
 KA1078.in June 1991.
 KA1078
 KA1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1078.GEOID18 height accuracy estimate available here.
 KA1078
 KA1078.Click photographs - Photos may exist for this station.
 KA1078
 KA1078.The dynamic height is computed by dividing the NAVD 88
 KA1078.geopotential number by the normal gravity value computed on the
 KA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1078.degrees latitude (g = 980.6199 gals.).
 KA1078
 KA1078.The modeled gravity was interpolated from observed gravity values.
 KA1078
 KA1078;                    North         East    Units  Estimated Accuracy
 KA1078;SPC IN W     -   470,120.      880,170.      MT  (+/- 180 meters Scaled)
 KA1078
 KA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ730704(NAD 83)
 KA1078
 KA1078                          SUPERSEDED SURVEY CONTROL
 KA1078
 KA1078  NGVD 29 (??/??/92)  170.386  (m)          559.01   (f) ADJ UNCH    2 0
 KA1078
 KA1078.Superseded values are not recommended for survey control.
 KA1078
 KA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1078.See file dsdata.pdf to determine how the superseded data were derived.
 KA1078
 KA1078_MARKER: DB = BENCH MARK DISK
 KA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1078_STAMPING: H 66 1946
 KA1078_MARK LOGO: CGS
 KA1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1078+STABILITY: SURFACE MOTION
 KA1078
 KA1078  HISTORY     - Date     Condition        Report By
 KA1078  HISTORY     - 1946     MONUMENTED       CGS
 KA1078  HISTORY     - 1962     GOOD             CGS
 KA1078  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1078  HISTORY     - 19900428 GOOD             USPSQD
 KA1078
 KA1078                          STATION DESCRIPTION
 KA1078
 KA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KA1078'5 MI E FROM TERRE HAUTE.
 KA1078'2.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KA1078'SEELYVILLE, ABOUT 1.1 MILE WEST OF THE GLENN HIGH SCHOOL, 0.5
 KA1078'MILE WEST OF A HIGHWAY OVERPASS OVER THE RAILROAD, AT THE
 KA1078'CROSSING OF A POWER LINE ACROSS THE HIGHWAY, AT A CROSS ROAD, 95
 KA1078'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1078'HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 KA1078'SOUTH TO HULMAN AIR FIELD, 38.5 FEET NORTH OF A FENCE, 13.5 FEET
 KA1078'WEST OF THE WESTERN MOST OF THREE POLES SUPPORTING THE POWER
 KA1078'LINE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 KA1078'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA1078
 KA1078                          STATION RECOVERY (1985)
 KA1078
 KA1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1078'MARK NOT FOUND.
 KA1078
 KA1078                          STATION RECOVERY (1990)
 KA1078
 KA1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0928 ***********************************************************************
 KA0928  DESIGNATION -  H 67
 KA0928  PID         -  KA0928
 KA0928  STATE/COUNTY-  IN/CLAY
 KA0928  COUNTRY     -  US
 KA0928  USGS QUAD   -  BRAZIL EAST (2019)
 KA0928
 KA0928                         *CURRENT SURVEY CONTROL
 KA0928  ______________________________________________________________________
 KA0928* NAD 83(1986) POSITION- 39 35 46.     (N) 087 07 27.     (W)   SCALED
 KA0928* NAVD 88 ORTHO HEIGHT -   205.155 (meters)      673.08  (feet) ADJUSTED
 KA0928  ______________________________________________________________________
 KA0928  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 KA0928  DYNAMIC HEIGHT  -        205.037 (meters)      672.69  (feet) COMP
 KA0928  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 KA0928
 KA0928  VERT ORDER      -  FIRST     CLASS II
 KA0928
 KA0928.The horizontal coordinates were scaled from a map and have
 KA0928.an estimated accuracy of +/- 6 seconds.
 KA0928
 KA0928.The orthometric height was determined by differential leveling and
 KA0928.adjusted by the NATIONAL GEODETIC SURVEY
 KA0928.in June 1991.
 KA0928
 KA0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0928.GEOID18 height accuracy estimate available here.
 KA0928
 KA0928.Click photographs - Photos may exist for this station.
 KA0928
 KA0928.The dynamic height is computed by dividing the NAVD 88
 KA0928.geopotential number by the normal gravity value computed on the
 KA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0928.degrees latitude (g = 980.6199 gals.).
 KA0928
 KA0928.The modeled gravity was interpolated from observed gravity values.
 KA0928
 KA0928;                    North         East    Units  Estimated Accuracy
 KA0928;SPC IN W     -   482,680.      896,490.      MT  (+/- 180 meters Scaled)
 KA0928
 KA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893829(NAD 83)
 KA0928
 KA0928                          SUPERSEDED SURVEY CONTROL
 KA0928
 KA0928  NGVD 29 (??/??/92)  205.26   (m)          673.4    (f) COMPUTED    1 2
 KA0928
 KA0928.Superseded values are not recommended for survey control.
 KA0928
 KA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0928.See file dsdata.pdf to determine how the superseded data were derived.
 KA0928
 KA0928_MARKER: DB = BENCH MARK DISK
 KA0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0928_SP_SET: PIER
 KA0928_STAMPING: H 67 1946
 KA0928_MARK LOGO: CGS
 KA0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0928
 KA0928  HISTORY     - Date     Condition        Report By
 KA0928  HISTORY     - 1946     MONUMENTED       CGS
 KA0928
 KA0928                          STATION DESCRIPTION
 KA0928
 KA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0928'1 MI W FROM CARBON.
 KA0928'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 59 FROM THE NEW YORK
 KA0928'CENTRAL RAILROAD STATION AT CARBON, SET IN THE NORTH FACE OF THE
 KA0928'EAST PIER FACING THE SOUTH TRACK OF THE NEW YORK CENTRAL
 KA0928'RAILROAD, AT THE OVERPASS OF STATE HIGHWAY 59 OVER THE TRACKS,
 KA0928'6.3 FEET SOUTH OF THE SOUTH RAIL, AND 3.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0929 ***********************************************************************
 KA0929  DESIGNATION -  H 67 RESET
 KA0929  PID         -  KA0929
 KA0929  STATE/COUNTY-  IN/CLAY
 KA0929  COUNTRY     -  US
 KA0929  USGS QUAD   -  BRAZIL EAST (2019)
 KA0929
 KA0929                         *CURRENT SURVEY CONTROL
 KA0929  ______________________________________________________________________
 KA0929* NAD 83(1986) POSITION- 39 35 47.3    (N) 087 07 26.8    (W)   HD_HELD2
 KA0929* NAVD 88 ORTHO HEIGHT -   205.15  (meters)      673.1   (feet) RESET
 KA0929  ______________________________________________________________________
 KA0929  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KA0929  VERT ORDER      -  THIRD
 KA0929
 KA0929.The horizontal coordinates were established by autonomous hand held GPS
 KA0929.observations and have an estimated accuracy of +/- 10 meters.
 KA0929
 KA0929.The orthometric height was computed from unverified reset data.
 KA0929
 KA0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0929.GEOID18 height accuracy estimate available here.
 KA0929
 KA0929.Click photographs - Photos may exist for this station.
 KA0929
 KA0929;                    North         East    Units  Estimated Accuracy
 KA0929;SPC IN W     -   482,716.      896,498.      MT  (+/- 10 meters HH2 GPS)
 KA0929
 KA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8934382978(NAD 83)
 KA0929
 KA0929                          SUPERSEDED SURVEY CONTROL
 KA0929
 KA0929  NGVD 29 (??/??/??)  205.26   (m)          673.4    (f) RESET       3  
 KA0929
 KA0929.Superseded values are not recommended for survey control.
 KA0929
 KA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0929.See file dsdata.pdf to determine how the superseded data were derived.
 KA0929
 KA0929_MARKER: DB = BENCH MARK DISK
 KA0929_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0929_SP_SET: PIER
 KA0929_STAMPING: H 67 RESET 1956
 KA0929_MARK LOGO: CGS
 KA0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0929
 KA0929  HISTORY     - Date     Condition        Report By
 KA0929  HISTORY     - 1956     MONUMENTED       INHD
 KA0929  HISTORY     - 1985     GOOD             NGS
 KA0929
 KA0929                          STATION DESCRIPTION
 KA0929
 KA0929'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 KA0929'1 MI W FROM CARBON.
 KA0929'1.0 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0929'STATION AT CARBON, AT THE STATE HIGHWAY 59 OVERPASS, IN THE
 KA0929'NORTH FACE OF THE NORTH PIER FACING THE SOUTH TRACK, 20.5 FEET
 KA0929'SOUTH OF THE GAUGE SIDE OF THE SOUTH RAIL, AND 2 FEET ABOVE THE
 KA0929'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 67 RESET 1956 AND
 KA0929'SET VERTICALLY.
 KA0929
 KA0929                          STATION RECOVERY (1985)
 KA0929
 KA0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0929'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM (0.95
 KA0929'MI) WEST ALONG THE CONRAIL RAILROAD FROM ITS JUNCTION WITH SOUTH
 KA0929'POPLAR STREET IN CARBON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1164 ***********************************************************************
 KA1164  DESIGNATION -  H 68
 KA1164  PID         -  KA1164
 KA1164  STATE/COUNTY-  IN/CLAY
 KA1164  COUNTRY     -  US
 KA1164  USGS QUAD   -  STAUNTON (2019)
 KA1164
 KA1164                         *CURRENT SURVEY CONTROL
 KA1164  ______________________________________________________________________
 KA1164* NAD 83(1986) POSITION- 39 25 05.     (N) 087 12 04.     (W)   SCALED
 KA1164* NAVD 88 ORTHO HEIGHT -   195.891 (meters)      642.69  (feet) ADJUSTED
 KA1164  ______________________________________________________________________
 KA1164  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 KA1164  DYNAMIC HEIGHT  -        195.779 (meters)      642.32  (feet) COMP
 KA1164  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 KA1164
 KA1164  VERT ORDER      -  SECOND    CLASS 0
 KA1164
 KA1164.The horizontal coordinates were scaled from a map and have
 KA1164.an estimated accuracy of +/- 6 seconds.
 KA1164
 KA1164.The orthometric height was determined by differential leveling and
 KA1164.adjusted by the NATIONAL GEODETIC SURVEY
 KA1164.in June 1991.
 KA1164
 KA1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1164.GEOID18 height accuracy estimate available here.
 KA1164
 KA1164.Click photographs - Photos may exist for this station.
 KA1164
 KA1164.The dynamic height is computed by dividing the NAVD 88
 KA1164.geopotential number by the normal gravity value computed on the
 KA1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1164.degrees latitude (g = 980.6199 gals.).
 KA1164
 KA1164.The modeled gravity was interpolated from observed gravity values.
 KA1164
 KA1164;                    North         East    Units  Estimated Accuracy
 KA1164;SPC IN W     -   462,910.      889,860.      MT  (+/- 180 meters Scaled)
 KA1164
 KA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826631(NAD 83)
 KA1164
 KA1164                          SUPERSEDED SURVEY CONTROL
 KA1164
 KA1164  NGVD 29 (??/??/92)  195.995  (m)          643.03   (f) ADJ UNCH    2 0
 KA1164
 KA1164.Superseded values are not recommended for survey control.
 KA1164
 KA1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1164.See file dsdata.pdf to determine how the superseded data were derived.
 KA1164
 KA1164_MARKER: DB = BENCH MARK DISK
 KA1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1164_STAMPING: H 68 1946
 KA1164_MARK LOGO: CGS
 KA1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1164+STABILITY: SURFACE MOTION
 KA1164
 KA1164  HISTORY     - Date     Condition        Report By
 KA1164  HISTORY     - 1946     MONUMENTED       CGS
 KA1164
 KA1164                          STATION DESCRIPTION
 KA1164
 KA1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1164'2.7 MI N FROM CORY.
 KA1164'ABOUT 0.2 MILES EAST, THENCE ABOUT 2.5 MILES NORTH ALONG A ROAD
 KA1164'LEADING TO STAUNTON FROM THE POST OFFICE AT CORY, 2.0 MILES
 KA1164'NORTH OF STATE HIGHWAY 46, 2.0 MILES SOUTH OF STATE HIGHWAY
 KA1164'42, 0.3 MILE NORTH OF A CROSSROAD SOUTHEAST AND NORTHWEST, AT
 KA1164'A CROSS ROAD, IN THE SOUTHWEST CORNER OF A PASTURE, 26 FEET EAST
 KA1164'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA1164'25 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 18 FEET
 KA1164'NORTHWEST OF A 14 INCH TREE IN THE FENCE LINE, 18.5 FEET NORTHEAST
 KA1164'OF THE NORTH END OF A CORRUGATED PIPE CULVERT WITH CONCRETE
 KA1164'HEADWALL, 2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KA1164'STANDARD DISK, STAMPED H 68 1946 AND SET IN THE TOP OF A CONCRETE
 KA1164'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0506 ***********************************************************************
 KA0506  DESIGNATION -  H 69
 KA0506  PID         -  KA0506
 KA0506  STATE/COUNTY-  IN/CLAY
 KA0506  COUNTRY     -  US
 KA0506  USGS QUAD   -  POLAND (2019)
 KA0506
 KA0506                         *CURRENT SURVEY CONTROL
 KA0506  ______________________________________________________________________
 KA0506* NAD 83(1986) POSITION- 39 27 31.     (N) 086 59 48.     (W)   SCALED
 KA0506* NAVD 88 ORTHO HEIGHT -   196.433 (meters)      644.46  (feet) ADJUSTED
 KA0506  ______________________________________________________________________
 KA0506  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 KA0506  DYNAMIC HEIGHT  -        196.320 (meters)      644.09  (feet) COMP
 KA0506  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 KA0506
 KA0506  VERT ORDER      -  SECOND    CLASS 0
 KA0506
 KA0506.The horizontal coordinates were scaled from a map and have
 KA0506.an estimated accuracy of +/- 6 seconds.
 KA0506
 KA0506.The orthometric height was determined by differential leveling and
 KA0506.adjusted by the NATIONAL GEODETIC SURVEY
 KA0506.in June 1991.
 KA0506
 KA0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0506.GEOID18 height accuracy estimate available here.
 KA0506
 KA0506.Click photographs - Photos may exist for this station.
 KA0506
 KA0506.The dynamic height is computed by dividing the NAVD 88
 KA0506.geopotential number by the normal gravity value computed on the
 KA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0506.degrees latitude (g = 980.6199 gals.).
 KA0506
 KA0506.The modeled gravity was interpolated from observed gravity values.
 KA0506
 KA0506;                    North         East    Units  Estimated Accuracy
 KA0506;SPC IN W     -   467,410.      907,460.      MT  (+/- 180 meters Scaled)
 KA0506
 KA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ002676(NAD 83)
 KA0506
 KA0506                          SUPERSEDED SURVEY CONTROL
 KA0506
 KA0506  NGVD 29 (??/??/92)  196.549  (m)          644.84   (f) ADJ UNCH    2 0
 KA0506
 KA0506.Superseded values are not recommended for survey control.
 KA0506
 KA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0506.See file dsdata.pdf to determine how the superseded data were derived.
 KA0506
 KA0506_MARKER: DB = BENCH MARK DISK
 KA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0506_STAMPING: H 69 1946
 KA0506_MARK LOGO: CGS
 KA0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0506+STABILITY: SURFACE MOTION
 KA0506
 KA0506  HISTORY     - Date     Condition        Report By
 KA0506  HISTORY     - 1946     MONUMENTED       CGS
 KA0506
 KA0506                          STATION DESCRIPTION
 KA0506
 KA0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0506'3.7 MI NW FROM POLAND.
 KA0506'2.6 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0506'AT POLAND, THENCE ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD,
 KA0506'AT THE T JUNCTION OF A ROAD LEADING WEST, 40 FEET NORTH OF AND
 KA0506'ABOUT 3 FEET ABOVE THE CENTER LINE OF THE ROAD LEADING WEST,
 KA0506'28 FEET WEST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE
 KA0506'ROAD NORTH, 27 FEET EAST OF AN 8 INCH BLACK WALNUT TREE IN
 KA0506'THE FENCE LINE, 2 FEET NORTH OF A FENCE CORNER, AND 2 FEET
 KA0506'FROM A WHITE WOODEN WITNESS POST.  NOTE-- THIS MARK MAY BE
 KA0506'REACHED FROM THE CROSS ROAD AT ASHERVILLE BY GOING ABOUT 4.3
 KA0506'MILES EAST, THENCE ABOUT 1.1 MILES SOUTH ALONG A ROAD LEADING
 KA0506'TO STATE HIGHWAY 42.  A STANDARD DISK, STAMPED H 69 1946 AND
 KA0506'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0290 ***********************************************************************
 ME0290  DESIGNATION -  H 7
 ME0290  PID         -  ME0290
 ME0290  STATE/COUNTY-  IN/MARSHALL
 ME0290  COUNTRY     -  US
 ME0290  USGS QUAD   -  DONALDSON (2019)
 ME0290
 ME0290                         *CURRENT SURVEY CONTROL
 ME0290  ______________________________________________________________________
 ME0290* NAD 83(1986) POSITION- 41 21 39.     (N) 086 26 39.     (W)   SCALED
 ME0290* NAVD 88 ORTHO HEIGHT -   238.786 (meters)      783.42  (feet) ADJUSTED
 ME0290  ______________________________________________________________________
 ME0290  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME0290  DYNAMIC HEIGHT  -        238.688 (meters)      783.10  (feet) COMP
 ME0290  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 ME0290
 ME0290  VERT ORDER      -  FIRST     CLASS I
 ME0290
 ME0290.The horizontal coordinates were scaled from a map and have
 ME0290.an estimated accuracy of +/- 6 seconds.
 ME0290
 ME0290.The orthometric height was determined by differential leveling and
 ME0290.adjusted by the NATIONAL GEODETIC SURVEY
 ME0290.in June 1991.
 ME0290
 ME0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0290.GEOID18 height accuracy estimate available here.
 ME0290
 ME0290.Click photographs - Photos may exist for this station.
 ME0290
 ME0290.The dynamic height is computed by dividing the NAVD 88
 ME0290.geopotential number by the normal gravity value computed on the
 ME0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0290.degrees latitude (g = 980.6199 gals.).
 ME0290
 ME0290.The modeled gravity was interpolated from observed gravity values.
 ME0290
 ME0290;                    North         East    Units  Estimated Accuracy
 ME0290;SPC IN E     -   678,920.       34,950.      MT  (+/- 180 meters Scaled)
 ME0290
 ME0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL464789(NAD 83)
 ME0290
 ME0290                          SUPERSEDED SURVEY CONTROL
 ME0290
 ME0290  NGVD 29 (??/??/92)  238.902  (m)          783.80   (f) ADJ UNCH    1 1
 ME0290
 ME0290.Superseded values are not recommended for survey control.
 ME0290
 ME0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0290.See file dsdata.pdf to determine how the superseded data were derived.
 ME0290
 ME0290_MARKER: DB = BENCH MARK DISK
 ME0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0290_SP_SET: DOOR SILL
 ME0290_STAMPING: ELEV 783.798 FT H 7
 ME0290_MARK LOGO: CGS
 ME0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0290
 ME0290  HISTORY     - Date     Condition        Report By
 ME0290  HISTORY     - 1916     MONUMENTED       CGS
 ME0290  HISTORY     - 1968     GOOD             CGS
 ME0290  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0290  HISTORY     - 1988     GOOD             USPSQD
 ME0290  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0290
 ME0290                          STATION DESCRIPTION
 ME0290
 ME0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0290'AT DONALDSON.
 ME0290'AT DONALDSON, 90 1/2 FEET NORTH OF THE CENTER OF THE CROSSING
 ME0290'OF UNION ROAD AND THE WESTBOUND TRACK OF THE PENN CENTRAL
 ME0290'RAILROAD, SET ON THE TOP OF THE NORTH END OF THE CONCRETE DOOR
 ME0290'SILL AT THE SOUTH ONE OF TWO DOORS ON THE WEST SIDE OF A LARGE
 ME0290'TWO-STORY CONCRETE BLOCK BUILDING, 0.4 FOOT SOUTH OF THE NORTH
 ME0290'END OF THE SILL AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 29,
 ME0290'T 34N, R 1 E.
 ME0290
 ME0290                          STATION RECOVERY (1984)
 ME0290
 ME0290'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0290'MARK NOT FOUND.
 ME0290
 ME0290                          STATION RECOVERY (1988)
 ME0290
 ME0290'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNC)
 ME0290'RECOVERED IN GOOD CONDITION.
 ME0290
 ME0290                          STATION RECOVERY (1992)
 ME0290
 ME0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0290'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0495 ***********************************************************************
 KA0495  DESIGNATION -  H 70
 KA0495  PID         -  KA0495
 KA0495  STATE/COUNTY-  IN/PUTNAM
 KA0495  COUNTRY     -  US
 KA0495  USGS QUAD   -  POLAND (2019)
 KA0495
 KA0495                         *CURRENT SURVEY CONTROL
 KA0495  ______________________________________________________________________
 KA0495* NAD 83(1986) POSITION- 39 29 12.     (N) 086 59 31.     (W)   SCALED
 KA0495* NAVD 88 ORTHO HEIGHT -   190.634 (meters)      625.44  (feet) ADJUSTED
 KA0495  ______________________________________________________________________
 KA0495  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 KA0495  DYNAMIC HEIGHT  -        190.524 (meters)      625.08  (feet) COMP
 KA0495  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA0495
 KA0495  VERT ORDER      -  SECOND    CLASS 0
 KA0495
 KA0495.The horizontal coordinates were scaled from a map and have
 KA0495.an estimated accuracy of +/- 6 seconds.
 KA0495
 KA0495.The orthometric height was determined by differential leveling and
 KA0495.adjusted by the NATIONAL GEODETIC SURVEY
 KA0495.in June 1991.
 KA0495
 KA0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0495.GEOID18 height accuracy estimate available here.
 KA0495
 KA0495.Click photographs - Photos may exist for this station.
 KA0495
 KA0495.The dynamic height is computed by dividing the NAVD 88
 KA0495.geopotential number by the normal gravity value computed on the
 KA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0495.degrees latitude (g = 980.6199 gals.).
 KA0495
 KA0495.The modeled gravity was interpolated from observed gravity values.
 KA0495
 KA0495;                    North         East    Units  Estimated Accuracy
 KA0495;SPC IN W     -   470,530.      907,860.      MT  (+/- 180 meters Scaled)
 KA0495
 KA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ006707(NAD 83)
 KA0495
 KA0495                          SUPERSEDED SURVEY CONTROL
 KA0495
 KA0495  NGVD 29 (??/??/92)  190.750  (m)          625.82   (f) ADJ UNCH    2 0
 KA0495
 KA0495.Superseded values are not recommended for survey control.
 KA0495
 KA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0495.See file dsdata.pdf to determine how the superseded data were derived.
 KA0495
 KA0495_MARKER: DB = BENCH MARK DISK
 KA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0495_STAMPING: H 70 1946
 KA0495_MARK LOGO: CGS
 KA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0495+STABILITY: SURFACE MOTION
 KA0495
 KA0495  HISTORY     - Date     Condition        Report By
 KA0495  HISTORY     - 1946     MONUMENTED       CGS
 KA0495
 KA0495                          STATION DESCRIPTION
 KA0495
 KA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0495'5.3 MI NE FROM ASHERVILLE.
 KA0495'4.3 MILES EAST, THENCE ABOUT 1.0 MILE NORTH ALONG A ROAD FROM
 KA0495'THE CROSS ROAD AT ASHERVILLE, 379 FEET SOUTH OF A CROSS ROAD,
 KA0495'102 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN ON THE WEST SIDE
 KA0495'OF THE ROAD, 16 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 KA0495'LINE OF THE ROAD, 14.5 FEET SOUTH OF THE CENTER OF A GATE
 KA0495'AT THE NORTHEAST CORNER OF A PASTURE, 1 FEET EAST OF A WIRE
 KA0495'FENCE, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0495'DISK, STAMPED H 70 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0495'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0833 ***********************************************************************
 KA0833  DESIGNATION -  H 71
 KA0833  PID         -  KA0833
 KA0833  STATE/COUNTY-  IN/PARKE
 KA0833  COUNTRY     -  US
 KA0833  USGS QUAD   -  MANSFIELD (2019)
 KA0833
 KA0833                         *CURRENT SURVEY CONTROL
 KA0833  ______________________________________________________________________
 KA0833* NAD 83(1986) POSITION- 39 41 36.86   (N) 087 06 31.58   (W)   HD_HELD1
 KA0833* NAVD 88 ORTHO HEIGHT -   216.413 (meters)      710.02  (feet) ADJUSTED
 KA0833  ______________________________________________________________________
 KA0833  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 KA0833  DYNAMIC HEIGHT  -        216.290 (meters)      709.61  (feet) COMP
 KA0833  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 KA0833
 KA0833  VERT ORDER      -  SECOND    CLASS 0
 KA0833
 KA0833.The horizontal coordinates were determined by differentially corrected
 KA0833.hand held GPS observations or other comparable positioning techniques
 KA0833.and have an estimated accuracy of +/- 3 meters.
 KA0833
 KA0833.The orthometric height was determined by differential leveling and
 KA0833.adjusted by the NATIONAL GEODETIC SURVEY
 KA0833.in June 1991.
 KA0833
 KA0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0833.GEOID18 height accuracy estimate available here.
 KA0833
 KA0833.Click photographs - Photos may exist for this station.
 KA0833
 KA0833.The dynamic height is computed by dividing the NAVD 88
 KA0833.geopotential number by the normal gravity value computed on the
 KA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0833.degrees latitude (g = 980.6199 gals.).
 KA0833
 KA0833.The modeled gravity was interpolated from observed gravity values.
 KA0833
 KA0833;                    North         East    Units  Estimated Accuracy
 KA0833;SPC IN W     -   493,495.9     897,818.1     MT  (+/- 3 meters HH1 GPS) 
 KA0833
 KA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9067393753(NAD 83)
 KA0833
 KA0833                          SUPERSEDED SURVEY CONTROL
 KA0833
 KA0833  NGVD 29 (??/??/92)  216.515  (m)          710.35   (f) ADJ UNCH    2 0
 KA0833
 KA0833.Superseded values are not recommended for survey control.
 KA0833
 KA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0833.See file dsdata.pdf to determine how the superseded data were derived.
 KA0833
 KA0833_MARKER: DB = BENCH MARK DISK
 KA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0833_STAMPING: H 71 1946
 KA0833_MARK LOGO: CGS
 KA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0833+STABILITY: SURFACE MOTION
 KA0833
 KA0833  HISTORY     - Date     Condition        Report By
 KA0833  HISTORY     - 1946     MONUMENTED       CGS
 KA0833
 KA0833                          STATION DESCRIPTION
 KA0833
 KA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0833'1.4 MI N FROM MANSFIELD.
 KA0833'ABOUT 1.35 MILE NORTH ALONG STATE HIGHWAY 59 FROM THE CROSS
 KA0833'ROADS AT MANSFIELD, AT THE JUNCTION WITH A GRAVEL ROAD LEADING
 KA0833'WEST, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 95 FEET
 KA0833'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FARM HOUSE,
 KA0833'4 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 KA0833'WEST, 11 FEET SOUTH OF THE CENTER LINE OF A FARM ROAD LEADING
 KA0833'EAST THROUGH A FIELD, 11.5 FEET NORTHEAST OF A POWER LINE POLE
 KA0833'NUMBER A 4 A-34, 3.5 FEET EAST OF A PICKET FENCE LINE, 2 FEET
 KA0833'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0833'H 71 1946 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0563 ***********************************************************************
 KA0563  DESIGNATION -  H 72
 KA0563  PID         -  KA0563
 KA0563  STATE/COUNTY-  IN/PUTNAM
 KA0563  COUNTRY     -  US
 KA0563  USGS QUAD   -  ROACHDALE (2019)
 KA0563
 KA0563                         *CURRENT SURVEY CONTROL
 KA0563  ______________________________________________________________________
 KA0563* NAD 83(1986) POSITION- 39 45 43.74   (N) 086 52 04.92   (W)   HD_HELD1
 KA0563* NAVD 88 ORTHO HEIGHT -   275.595 (meters)      904.18  (feet) ADJUSTED
 KA0563  ______________________________________________________________________
 KA0563  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 KA0563  DYNAMIC HEIGHT  -        275.439 (meters)      903.67  (feet) COMP
 KA0563  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 KA0563
 KA0563  VERT ORDER      -  SECOND    CLASS 0
 KA0563
 KA0563.The horizontal coordinates were determined by differentially corrected
 KA0563.hand held GPS observations or other comparable positioning techniques
 KA0563.and have an estimated accuracy of +/- 3 meters.
 KA0563
 KA0563.The orthometric height was determined by differential leveling and
 KA0563.adjusted by the NATIONAL GEODETIC SURVEY
 KA0563.in June 1991.
 KA0563
 KA0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0563.GEOID18 height accuracy estimate available here.
 KA0563
 KA0563.Click photographs - Photos may exist for this station.
 KA0563
 KA0563.The dynamic height is computed by dividing the NAVD 88
 KA0563.geopotential number by the normal gravity value computed on the
 KA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0563.degrees latitude (g = 980.6199 gals.).
 KA0563
 KA0563.The modeled gravity was interpolated from observed gravity values.
 KA0563
 KA0563;                    North         East    Units  Estimated Accuracy
 KA0563;SPC IN W     -   501,131.6     918,448.3     MT  (+/- 3 meters HH1 GPS) 
 KA0563
 KA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1130301367(NAD 83)
 KA0563
 KA0563                          SUPERSEDED SURVEY CONTROL
 KA0563
 KA0563  NGVD 29 (??/??/92)  275.699  (m)          904.52   (f) ADJ UNCH    2 0
 KA0563
 KA0563.Superseded values are not recommended for survey control.
 KA0563
 KA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0563.See file dsdata.pdf to determine how the superseded data were derived.
 KA0563
 KA0563_MARKER: DB = BENCH MARK DISK
 KA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0563_STAMPING: H 72 1946
 KA0563_MARK LOGO: CGS
 KA0563_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0563+STABILITY: SURFACE MOTION
 KA0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0563+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2018
 KA0563
 KA0563  HISTORY     - Date     Condition        Report By
 KA0563  HISTORY     - 1946     MONUMENTED       CGS
 KA0563  HISTORY     - 20180226 GOOD             INDIV
 KA0563
 KA0563                          STATION DESCRIPTION
 KA0563
 KA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0563'3.1 MI W FROM BAINBRIDGE.
 KA0563'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0563'AT BAINBRIDGE, ABOUT 0.95 MILE EAST OF THE INTERSECTION WITH
 KA0563'STATE HIGHWAY 43, AT A T FENCE CORNER ON THE SOUTH SIDE OF THE
 KA0563'HIGHWAY, 140 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 KA0563'CORNER OF A WHITE FARM HOUSE, 32 FEET SOUTH OF THE CENTER LINE
 KA0563'OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A CONCRETE CORNER FENCE
 KA0563'POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET SOUTH
 KA0563'OF POWER LINE POLE NUMBER 204-394, AND ABOUT LEVEL WITH THE
 KA0563'HIGHWAY.  A STANDARD DISK, STAMPED H 72 1946 AND SET IN THE TOP
 KA0563'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA0563
 KA0563                          STATION RECOVERY (2018)
 KA0563
 KA0563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JKN)
 KA0563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0743 ***********************************************************************
 KA0743  DESIGNATION -  H 73
 KA0743  PID         -  KA0743
 KA0743  STATE/COUNTY-  IN/HENDRICKS
 KA0743  COUNTRY     -  US
 KA0743  USGS QUAD   -  COATESVILLE (2019)
 KA0743
 KA0743                         *CURRENT SURVEY CONTROL
 KA0743  ______________________________________________________________________
 KA0743* NAD 83(1986) POSITION- 39 41 58.     (N) 086 39 03.     (W)   SCALED
 KA0743* NAVD 88 ORTHO HEIGHT -   265.554 (meters)      871.24  (feet) POSTED
 KA0743  ______________________________________________________________________
 KA0743  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0743  DYNAMIC HEIGHT  -        265.41  (meters)      870.8   (feet) COMP
 KA0743  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 KA0743
 KA0743  VERT ORDER      -  * POSTED, SEE BELOW
 KA0743
 KA0743.The horizontal coordinates were scaled from a map and have
 KA0743.an estimated accuracy of +/- 6 seconds.
 KA0743
 KA0743.The orthometric height was determined by differential leveling
 KA0743.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0743
 KA0743.* This is a POSTED BENCH MARK height.
 KA0743
 KA0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0743.GEOID18 height accuracy estimate available here.
 KA0743
 KA0743.Click photographs - Photos may exist for this station.
 KA0743
 KA0743.The dynamic height is computed by dividing the NAVD 88
 KA0743.geopotential number by the normal gravity value computed on the
 KA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0743.degrees latitude (g = 980.6199 gals.).
 KA0743
 KA0743.The modeled gravity was interpolated from observed gravity values.
 KA0743
 KA0743;                    North         East    Units  Estimated Accuracy
 KA0743;SPC IN W     -   494,240.      937,090.      MT  (+/- 180 meters Scaled)
 KA0743
 KA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299944(NAD 83)
 KA0743
 KA0743                          SUPERSEDED SURVEY CONTROL
 KA0743
 KA0743  NGVD 29 (??/??/92)  265.658  (m)          871.58   (f) ADJ UNCH    2 0
 KA0743
 KA0743.Superseded values are not recommended for survey control.
 KA0743
 KA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0743.See file dsdata.pdf to determine how the superseded data were derived.
 KA0743
 KA0743_MARKER: DB = BENCH MARK DISK
 KA0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0743_STAMPING: H 73 1946
 KA0743_MARK LOGO: CGS
 KA0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0743+STABILITY: SURFACE MOTION
 KA0743
 KA0743  HISTORY     - Date     Condition        Report By
 KA0743  HISTORY     - 1946     MONUMENTED       CGS
 KA0743
 KA0743                          STATION DESCRIPTION
 KA0743
 KA0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0743'1.8 MI N FROM COATSVILLE.
 KA0743'ABOUT 1.8 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE PENNSYLVANIA
 KA0743'RAILROAD STATION AT COATESVILLE, 0.3 MILE NORTH OF THE JUNCTION WITH
 KA0743'A PAVED ROAD LEADING EAST, 0.1 MILE SOUTH OF THE CROSSING OF A
 KA0743'NATURAL GAS PIPE LINE, AT THE SOUTHWEST CORNER OF A CULTIVATED
 KA0743'FIELD, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A T FENCE
 KA0743'CORNER, 29 FEET EAST OF THE CORNER FENCE POST, 2 FEET NORTH OF AN
 KA0743'EAST-WEST FENCE LINE, 2 FEET FROM A WHITE WOODEN WITNESS POST AND
 KA0743'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 73 1946
 KA0743'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0743'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0759 ***********************************************************************
 KA0759  DESIGNATION -  H 74
 KA0759  PID         -  KA0759
 KA0759  STATE/COUNTY-  IN/MONTGOMERY
 KA0759  COUNTRY     -  US
 KA0759  USGS QUAD   -  NEW MARKET (2019)
 KA0759
 KA0759                         *CURRENT SURVEY CONTROL
 KA0759  ______________________________________________________________________
 KA0759* NAD 83(1986) POSITION- 39 55 26.     (N) 086 56 18.     (W)   SCALED
 KA0759* NAVD 88 ORTHO HEIGHT -   252.875 (meters)      829.64  (feet) ADJUSTED
 KA0759  ______________________________________________________________________
 KA0759  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 KA0759  DYNAMIC HEIGHT  -        252.736 (meters)      829.18  (feet) COMP
 KA0759  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 KA0759
 KA0759  VERT ORDER      -  SECOND    CLASS 0
 KA0759
 KA0759.The horizontal coordinates were scaled from a map and have
 KA0759.an estimated accuracy of +/- 6 seconds.
 KA0759
 KA0759.The orthometric height was determined by differential leveling and
 KA0759.adjusted by the NATIONAL GEODETIC SURVEY
 KA0759.in June 1991.
 KA0759
 KA0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0759.GEOID18 height accuracy estimate available here.
 KA0759
 KA0759.Click photographs - Photos may exist for this station.
 KA0759
 KA0759.The dynamic height is computed by dividing the NAVD 88
 KA0759.geopotential number by the normal gravity value computed on the
 KA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0759.degrees latitude (g = 980.6199 gals.).
 KA0759
 KA0759.The modeled gravity was interpolated from observed gravity values.
 KA0759
 KA0759;                    North         East    Units  Estimated Accuracy
 KA0759;SPC IN W     -   519,080.      912,400.      MT  (+/- 180 meters Scaled)
 KA0759
 KA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK052193(NAD 83)
 KA0759
 KA0759                          SUPERSEDED SURVEY CONTROL
 KA0759
 KA0759  NGVD 29 (??/??/92)  252.969  (m)          829.95   (f) ADJ UNCH    2 0
 KA0759
 KA0759.Superseded values are not recommended for survey control.
 KA0759
 KA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0759.See file dsdata.pdf to determine how the superseded data were derived.
 KA0759
 KA0759_MARKER: DB = BENCH MARK DISK
 KA0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0759_STAMPING: H 74 1946
 KA0759_MARK LOGO: CGS
 KA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0759+STABILITY: SURFACE MOTION
 KA0759
 KA0759  HISTORY     - Date     Condition        Report By
 KA0759  HISTORY     - 1946     MONUMENTED       CGS
 KA0759
 KA0759                          STATION DESCRIPTION
 KA0759
 KA0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0759'7.8 MI W FROM LADOGA.
 KA0759'ABOUT 7.75 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0759'AT LADOGA, ABOUT 0.65 MILE EAST OF THE CROSSING OF THE PENNSYLVANIA
 KA0759'RAILROAD TRACK, ABOUT 0.15 MILE WEST OF BRIDGE NUMBER 234-D2-32.61,
 KA0759'145 FEET NORTH OF THE NORTHWEST CORNER OF A RED BARN ON THE SOUTH
 KA0759'SIDE OF THE HIGHWAY, ABOUT 14 FEET EAST OF THE CENTER LINE OF A
 KA0759'FARM ENTRANCE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KA0759'10 FEET SOUTHWEST OF A 10-INCH TREE, 2 1/2 FEET SOUTH OF AN
 KA0759'EAST-WEST-FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNES POST
 KA0759'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 74
 KA0759'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0759'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0725 ***********************************************************************
 KA0725  DESIGNATION -  H 75
 KA0725  PID         -  KA0725
 KA0725  STATE/COUNTY-  IN/MONTGOMERY
 KA0725  COUNTRY     -  US
 KA0725  USGS QUAD   -  LADOGA (2019)
 KA0725
 KA0725                         *CURRENT SURVEY CONTROL
 KA0725  ______________________________________________________________________
 KA0725* NAD 83(1986) POSITION- 39 58 53.     (N) 086 47 57.     (W)   SCALED
 KA0725* NAVD 88 ORTHO HEIGHT -   259.744 (meters)      852.18  (feet) ADJUSTED
 KA0725  ______________________________________________________________________
 KA0725  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 KA0725  DYNAMIC HEIGHT  -        259.603 (meters)      851.71  (feet) COMP
 KA0725  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 KA0725
 KA0725  VERT ORDER      -  SECOND    CLASS 0
 KA0725
 KA0725.The horizontal coordinates were scaled from a map and have
 KA0725.an estimated accuracy of +/- 6 seconds.
 KA0725
 KA0725.The orthometric height was determined by differential leveling and
 KA0725.adjusted by the NATIONAL GEODETIC SURVEY
 KA0725.in June 1991.
 KA0725
 KA0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0725.GEOID18 height accuracy estimate available here.
 KA0725
 KA0725.Click photographs - Photos may exist for this station.
 KA0725
 KA0725.The dynamic height is computed by dividing the NAVD 88
 KA0725.geopotential number by the normal gravity value computed on the
 KA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0725.degrees latitude (g = 980.6199 gals.).
 KA0725
 KA0725.The modeled gravity was interpolated from observed gravity values.
 KA0725
 KA0725;                    North         East    Units  Estimated Accuracy
 KA0725;SPC IN W     -   525,490.      924,270.      MT  (+/- 180 meters Scaled)
 KA0725
 KA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171257(NAD 83)
 KA0725
 KA0725                          SUPERSEDED SURVEY CONTROL
 KA0725
 KA0725  NGVD 29 (??/??/92)  259.843  (m)          852.50   (f) ADJ UNCH    2 0
 KA0725
 KA0725.Superseded values are not recommended for survey control.
 KA0725
 KA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0725.See file dsdata.pdf to determine how the superseded data were derived.
 KA0725
 KA0725_MARKER: DB = BENCH MARK DISK
 KA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0725_STAMPING: H 75 1946
 KA0725_MARK LOGO: CGS
 KA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0725+STABILITY: SURFACE MOTION
 KA0725
 KA0725  HISTORY     - Date     Condition        Report By
 KA0725  HISTORY     - 1946     MONUMENTED       CGS
 KA0725
 KA0725                          STATION DESCRIPTION
 KA0725
 KA0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0725'1.2 MI S FROM LINNSBURG.
 KA0725'ABOUT 1.2 MILE SOUTH ALONG THE MACE-LADOGA HIGHWAY FROM THE PEORIA
 KA0725'AND EASTERN RAILWAY CROSSING AT LINNSBURG, IN THE NORTHEAST
 KA0725'QUARTER OF AN EAST-WEST GRAVEL ROAD INTERSECTION, 22 FEET EAST OF
 KA0725'THE MAIN ROAD, 19.5 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 KA0725'ROAD, 31 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 2 FEET
 KA0725'WEST OF A WHITE WOODEN WITNESS POST, 5 FEET SOUHEAST OF A POWER
 KA0725'LINE POLE, 3 FEET EAST OF A FENCE CORNER, AND ABOUT LEVEL WITH
 KA0725'THE INTERSECTION.  A STANDARD DISK, STAMPED H 75 1946 AND SET IN
 KA0725'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0755 ***********************************************************************
 KA0755  DESIGNATION -  H 76
 KA0755  PID         -  KA0755
 KA0755  STATE/COUNTY-  IN/HENDRICKS
 KA0755  COUNTRY     -  US
 KA0755  USGS QUAD   -  HALL (2019)
 KA0755
 KA0755                         *CURRENT SURVEY CONTROL
 KA0755  ______________________________________________________________________
 KA0755* NAD 83(1986) POSITION- 39 36 07.     (N) 086 33 13.     (W)   SCALED
 KA0755* NAVD 88 ORTHO HEIGHT -   235.613 (meters)      773.01  (feet) ADJUSTED
 KA0755  ______________________________________________________________________
 KA0755  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 KA0755  DYNAMIC HEIGHT  -        235.481 (meters)      772.57  (feet) COMP
 KA0755  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 KA0755
 KA0755  VERT ORDER      -  SECOND    CLASS 0
 KA0755
 KA0755.The horizontal coordinates were scaled from a map and have
 KA0755.an estimated accuracy of +/- 6 seconds.
 KA0755
 KA0755.The orthometric height was determined by differential leveling and
 KA0755.adjusted by the NATIONAL GEODETIC SURVEY
 KA0755.in June 1991.
 KA0755
 KA0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0755.GEOID18 height accuracy estimate available here.
 KA0755
 KA0755.Click photographs - Photos may exist for this station.
 KA0755
 KA0755.The dynamic height is computed by dividing the NAVD 88
 KA0755.geopotential number by the normal gravity value computed on the
 KA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0755.degrees latitude (g = 980.6199 gals.).
 KA0755
 KA0755.The modeled gravity was interpolated from observed gravity values.
 KA0755
 KA0755;                    North         East    Units  Estimated Accuracy
 KA0755;SPC IN W     -   483,460.      945,500.      MT  (+/- 180 meters Scaled)
 KA0755
 KA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ383836(NAD 83)
 KA0755
 KA0755                          SUPERSEDED SURVEY CONTROL
 KA0755
 KA0755  NGVD 29 (??/??/92)  235.717  (m)          773.35   (f) ADJ UNCH    2 0
 KA0755
 KA0755.Superseded values are not recommended for survey control.
 KA0755
 KA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0755.See file dsdata.pdf to determine how the superseded data were derived.
 KA0755
 KA0755_MARKER: DB = BENCH MARK DISK
 KA0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0755_STAMPING: H 76 1946
 KA0755_MARK LOGO: CGS
 KA0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0755+STABILITY: SURFACE MOTION
 KA0755
 KA0755  HISTORY     - Date     Condition        Report By
 KA0755  HISTORY     - 1946     MONUMENTED       CGS
 KA0755
 KA0755                          STATION DESCRIPTION
 KA0755
 KA0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0755'5.3 MI NW FROM MONROVIA.
 KA0755'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0755'AT MONROVIA, THENCE ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD
 KA0755'LEADING TO HAZELWOOD, THENCE ABOUT 1.7 MILES NORTHWEST ALONG A
 KA0755'GRAVEL ROAD LEADING TO STILESVILLE.  MARK IS AT THE CALVIN WELLS
 KA0755'SR. FARM, 0.3 MILE EAST OF A ROAD SOUTH, 81 FEET WEST OF THE CENTER
 KA0755'LINE OF THE DRIVEWAY TO THE HOUSE, 59 FEET SOUTHWEST OF THE SOUTHWEST
 KA0755'CORNER OF THE HOUSE, 17 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE
 KA0755'CENTER LINE OF THE ROAD, 7.5 FEET SOUTH OF A FENCE CORNER, 1.5
 KA0755'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0755'H 76 1946 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 KA0755'MARK MAY BE REACHED FROM THE POST OFFICE AT STILESVILLE BY GOING
 KA0755'ABOUT 5.05 MILES SOUTHEAST ALONG A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0590 ***********************************************************************
 LB0590  DESIGNATION -  H 78
 LB0590  PID         -  LB0590
 LB0590  STATE/COUNTY-  IN/BOONE
 LB0590  COUNTRY     -  US
 LB0590  USGS QUAD   -  ROSSTON (2019)
 LB0590
 LB0590                         *CURRENT SURVEY CONTROL
 LB0590  ______________________________________________________________________
 LB0590* NAD 83(1986) POSITION- 40 04 10.     (N) 086 17 57.     (W)   SCALED
 LB0590* NAVD 88 ORTHO HEIGHT -   289.855 (meters)      950.97  (feet) ADJUSTED
 LB0590  ______________________________________________________________________
 LB0590  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 LB0590  DYNAMIC HEIGHT  -        289.693 (meters)      950.43  (feet) COMP
 LB0590  MODELED GRAVITY -    980,061.8   (mgal)                       NAVD 88
 LB0590
 LB0590  VERT ORDER      -  SECOND    CLASS 0
 LB0590
 LB0590.The horizontal coordinates were scaled from a map and have
 LB0590.an estimated accuracy of +/- 6 seconds.
 LB0590
 LB0590.The orthometric height was determined by differential leveling and
 LB0590.adjusted by the NATIONAL GEODETIC SURVEY
 LB0590.in June 1991.
 LB0590
 LB0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0590.GEOID18 height accuracy estimate available here.
 LB0590
 LB0590.Click photographs - Photos may exist for this station.
 LB0590
 LB0590.The dynamic height is computed by dividing the NAVD 88
 LB0590.geopotential number by the normal gravity value computed on the
 LB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0590.degrees latitude (g = 980.6199 gals.).
 LB0590
 LB0590.The modeled gravity was interpolated from observed gravity values.
 LB0590
 LB0590;                    North         East    Units  Estimated Accuracy
 LB0590;SPC IN W     -   535,520.      966,890.      MT  (+/- 180 meters Scaled)
 LB0590
 LB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK597357(NAD 83)
 LB0590
 LB0590                          SUPERSEDED SURVEY CONTROL
 LB0590
 LB0590  NGVD 29 (??/??/92)  289.958  (m)          951.30   (f) ADJ UNCH    2 0
 LB0590
 LB0590.Superseded values are not recommended for survey control.
 LB0590
 LB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0590.See file dsdata.pdf to determine how the superseded data were derived.
 LB0590
 LB0590_MARKER: DB = BENCH MARK DISK
 LB0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0590_STAMPING: H 78 1946
 LB0590_MARK LOGO: CGS
 LB0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0590+STABILITY: SURFACE MOTION
 LB0590
 LB0590  HISTORY     - Date     Condition        Report By
 LB0590  HISTORY     - 1946     MONUMENTED       CGS
 LB0590
 LB0590                          STATION DESCRIPTION
 LB0590
 LB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0590'1 MI SE FROM WAUGH.
 LB0590'ALONG STATE HIGHWAY 29 ABOUT 1.05 MILE SOUTHEAST OF THE CROSS
 LB0590'ROADS AT WAUGH AND ABOUT 1.55 MILE NORTHWEST OF THE CROSSING OF THE
 LB0590'CENTRAL INDIANA RAILROAD AT ROSSTON, AT A GRAVELED CROSS ROAD, 48
 LB0590'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 LB0590'SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 5 FEET SOUTHEAST
 LB0590'OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE, 1 1/2 FEET
 LB0590'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 1/2 FEET
 LB0590'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB0590'H 78 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0590'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1043 ***********************************************************************
 MD1043  DESIGNATION -  H 8
 MD1043  PID         -  MD1043
 MD1043  STATE/COUNTY-  IN/KOSCIUSKO
 MD1043  COUNTRY     -  US
 MD1043  USGS QUAD   -  WARSAW (2019)
 MD1043
 MD1043                         *CURRENT SURVEY CONTROL
 MD1043  ______________________________________________________________________
 MD1043* NAD 83(1986) POSITION- 41 13 32.     (N) 085 51 07.     (W)   SCALED
 MD1043* NAVD 88 ORTHO HEIGHT -   248.985 (meters)      816.88  (feet) ADJUSTED
 MD1043  ______________________________________________________________________
 MD1043  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 MD1043  DYNAMIC HEIGHT  -        248.879 (meters)      816.53  (feet) COMP
 MD1043  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 MD1043
 MD1043  VERT ORDER      -  FIRST     CLASS II
 MD1043
 MD1043.The horizontal coordinates were scaled from a map and have
 MD1043.an estimated accuracy of +/- 6 seconds.
 MD1043
 MD1043.The orthometric height was determined by differential leveling and
 MD1043.adjusted by the NATIONAL GEODETIC SURVEY
 MD1043.in June 1991.
 MD1043
 MD1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1043.GEOID18 height accuracy estimate available here.
 MD1043
 MD1043.Click photographs - Photos may exist for this station.
 MD1043
 MD1043.The dynamic height is computed by dividing the NAVD 88
 MD1043.geopotential number by the normal gravity value computed on the
 MD1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1043.degrees latitude (g = 980.6199 gals.).
 MD1043
 MD1043.The modeled gravity was interpolated from observed gravity values.
 MD1043
 MD1043;                    North         East    Units  Estimated Accuracy
 MD1043;SPC IN E     -   663,620.       84,470.      MT  (+/- 180 meters Scaled)
 MD1043
 MD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962644(NAD 83)
 MD1043
 MD1043                          SUPERSEDED SURVEY CONTROL
 MD1043
 MD1043  NGVD 29 (??/??/92)  249.117  (m)          817.31   (f) ADJ UNCH    1 2
 MD1043
 MD1043.Superseded values are not recommended for survey control.
 MD1043
 MD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1043.See file dsdata.pdf to determine how the superseded data were derived.
 MD1043
 MD1043_MARKER: Q = CHISELED SQUARE
 MD1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1043_SP_SET: ABUTMENT
 MD1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1043
 MD1043  HISTORY     - Date     Condition        Report By
 MD1043  HISTORY     - 1916     MONUMENTED       CGS
 MD1043  HISTORY     - 1946     GOOD             CGS
 MD1043  HISTORY     - 1983     GOOD             USACE
 MD1043  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1043
 MD1043                          STATION DESCRIPTION
 MD1043
 MD1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1043'0.9 MI S FROM WARSAW.
 MD1043'RECOVERED.  NEW DESCRIPTION-- ABOUT 0.9 MILE SOUTH ALONG THE NEW
 MD1043'YORK CENTRAL RAILROAD FROM THE STATION AT WARSAW, 4 RAILS NORTH
 MD1043'OF THE NORTH END OF THE CURVE, MIDWAY BETWEEN POLES NUMBER
 MD1043'80/20 AND 80/21, AT A SMALL BRIDGE OVER A STREAM, ON THE TOP OF
 MD1043'THE EAST END OF THE BACK WALL OF THE SOUTH CONCRETE ABUTMENT, 6.9
 MD1043'FEET EAST OF THE EAST RAIL OF THE TRACK, 1.7 FOOT NORTHEAST OF A
 MD1043'VERTICAL IRON PIPE, 1.6 FOOT BELOW TRACK LEVEL AND NEAR THE
 MD1043'NORTH EDGE OF THE BACK WALL ABOVE THE CHISELED LETTERS U.S.
 MD1043'NOTE-- THE MARK DESCRIBED ABOVE IS BELIEVED TO BE THE ORIGINAL
 MD1043'MARK SINCE IT IS AN OUTLINED SQUARE AND NEAR THE LETTERS U.S.,
 MD1043'HOWEVER, A CHISELED SQUARE ABOUT THE SAME SIZE IS 0.5 FOOT EAST
 MD1043'OF THIS MARK.
 MD1043
 MD1043                          STATION RECOVERY (1983)
 MD1043
 MD1043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1043'RECOVERED IN GOOD CONDITION.
 MD1043
 MD1043                          STATION RECOVERY (1992)
 MD1043
 MD1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1043'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0655 ***********************************************************************
 LB0655  DESIGNATION -  H 80
 LB0655  PID         -  LB0655
 LB0655  STATE/COUNTY-  IN/BOONE
 LB0655  COUNTRY     -  US
 LB0655  USGS QUAD   -  LEBANON (2019)
 LB0655
 LB0655                         *CURRENT SURVEY CONTROL
 LB0655  ______________________________________________________________________
 LB0655* NAD 83(1986) POSITION- 40 01 21.     (N) 086 26 33.     (W)   SCALED
 LB0655* NAVD 88 ORTHO HEIGHT -   287.696 (meters)      943.88  (feet) ADJUSTED
 LB0655  ______________________________________________________________________
 LB0655  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 LB0655  DYNAMIC HEIGHT  -        287.537 (meters)      943.36  (feet) COMP
 LB0655  MODELED GRAVITY -    980,063.4   (mgal)                       NAVD 88
 LB0655
 LB0655  VERT ORDER      -  SECOND    CLASS 0
 LB0655
 LB0655.The horizontal coordinates were scaled from a map and have
 LB0655.an estimated accuracy of +/- 6 seconds.
 LB0655
 LB0655.The orthometric height was determined by differential leveling and
 LB0655.adjusted by the NATIONAL GEODETIC SURVEY
 LB0655.in June 1991.
 LB0655
 LB0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0655.GEOID18 height accuracy estimate available here.
 LB0655
 LB0655.Click photographs - Photos may exist for this station.
 LB0655
 LB0655.The dynamic height is computed by dividing the NAVD 88
 LB0655.geopotential number by the normal gravity value computed on the
 LB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0655.degrees latitude (g = 980.6199 gals.).
 LB0655
 LB0655.The modeled gravity was interpolated from observed gravity values.
 LB0655
 LB0655;                    North         East    Units  Estimated Accuracy
 LB0655;SPC IN W     -   530,210.      954,700.      MT  (+/- 180 meters Scaled)
 LB0655
 LB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK475304(NAD 83)
 LB0655
 LB0655                          SUPERSEDED SURVEY CONTROL
 LB0655
 LB0655  NGVD 29 (??/??/92)  287.798  (m)          944.22   (f) ADJ UNCH    2 0
 LB0655
 LB0655.Superseded values are not recommended for survey control.
 LB0655
 LB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0655.See file dsdata.pdf to determine how the superseded data were derived.
 LB0655
 LB0655_MARKER: DB = BENCH MARK DISK
 LB0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0655_SP_SET: CULVERT HEADWALL
 LB0655_STAMPING: H 80 1946
 LB0655_MARK LOGO: CGS
 LB0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0655+STABILITY: SURFACE MOTION
 LB0655
 LB0655  HISTORY     - Date     Condition        Report By
 LB0655  HISTORY     - 1946     MONUMENTED       CGS
 LB0655
 LB0655                          STATION DESCRIPTION
 LB0655
 LB0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0655'2.3 MI SE FROM LEBANON.
 LB0655'ALONG U.S. HIGHWAY 52 ABOUT 2.3 MILES SOUTHEAST OF THE COUNTY
 LB0655'COURT HOUSE AT LEBANON, SET IN THE TOP OF THE SOUTHEAST END OF
 LB0655'THE SOUTHWEST HEADWALL OF A 20-FOOT CONCRETE CULVERT, 13.5
 LB0655'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY PAVEMENT
 LB0655'AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0655'H 80 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0540 ***********************************************************************
 KA0540  DESIGNATION -  H 81
 KA0540  PID         -  KA0540
 KA0540  STATE/COUNTY-  IN/OWEN
 KA0540  COUNTRY     -  US
 KA0540  USGS QUAD   -  QUINCY (2019)
 KA0540
 KA0540                         *CURRENT SURVEY CONTROL
 KA0540  ______________________________________________________________________
 KA0540* NAD 83(1986) POSITION- 39 27 00.     (N) 086 42 42.     (W)   SCALED
 KA0540* NAVD 88 ORTHO HEIGHT -   231.313 (meters)      758.90  (feet) ADJUSTED
 KA0540  ______________________________________________________________________
 KA0540  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KA0540  DYNAMIC HEIGHT  -        231.180 (meters)      758.46  (feet) COMP
 KA0540  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA0540
 KA0540  VERT ORDER      -  SECOND    CLASS 0
 KA0540
 KA0540.The horizontal coordinates were scaled from a map and have
 KA0540.an estimated accuracy of +/- 6 seconds.
 KA0540
 KA0540.The orthometric height was determined by differential leveling and
 KA0540.adjusted by the NATIONAL GEODETIC SURVEY
 KA0540.in June 1991.
 KA0540
 KA0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0540.GEOID18 height accuracy estimate available here.
 KA0540
 KA0540.Click photographs - Photos may exist for this station.
 KA0540
 KA0540.The dynamic height is computed by dividing the NAVD 88
 KA0540.geopotential number by the normal gravity value computed on the
 KA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0540.degrees latitude (g = 980.6199 gals.).
 KA0540
 KA0540.The modeled gravity was interpolated from observed gravity values.
 KA0540
 KA0540;                    North         East    Units  Estimated Accuracy
 KA0540;SPC IN W     -   466,520.      931,990.      MT  (+/- 180 meters Scaled)
 KA0540
 KA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ248667(NAD 83)
 KA0540
 KA0540                          SUPERSEDED SURVEY CONTROL
 KA0540
 KA0540  NGVD 29 (??/??/92)  231.428  (m)          759.28   (f) ADJ UNCH    2 0
 KA0540
 KA0540.Superseded values are not recommended for survey control.
 KA0540
 KA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0540.See file dsdata.pdf to determine how the superseded data were derived.
 KA0540
 KA0540_MARKER: DB = BENCH MARK DISK
 KA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0540_STAMPING: H 81 1946
 KA0540_MARK LOGO: CGS
 KA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0540+STABILITY: SURFACE MOTION
 KA0540
 KA0540  HISTORY     - Date     Condition        Report By
 KA0540  HISTORY     - 1946     MONUMENTED       CGS
 KA0540
 KA0540                          STATION DESCRIPTION
 KA0540
 KA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0540'AT QUINCY.
 KA0540'AT QUINCY, AT THE HIGH SCHOOL, 0.2 MILE SOUTH OF THE POST OFFICE,
 KA0540'AT THE NORTHEAST CORNER OF THE SCHOOL GROUNDS AND A T JUNCTION OF
 KA0540'A ROAD LEADING WEST, 106.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 KA0540'OF THE SCHOOL BUILDING, 41 FEET SOUTH OF THE CENTER LINE OF THE
 KA0540'ROAD LEADING WEST, 34 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 KA0540'ROAD LEADING SOUTH, 2 FEET SOUTHEAST OF A ROW OF HEDGES ALONG A
 KA0540'WALK LEADING TO THE SCHOOL, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0540'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD SOUTH.  A STANDARD
 KA0540'DISK, STAMPED H 81 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0540'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1212 ***********************************************************************
 KA1212  DESIGNATION -  H 82
 KA1212  PID         -  KA1212
 KA1212  STATE/COUNTY-  IN/CLAY
 KA1212  COUNTRY     -  US
 KA1212  USGS QUAD   -  SALINE CITY (2019)
 KA1212
 KA1212                         *CURRENT SURVEY CONTROL
 KA1212  ______________________________________________________________________
 KA1212* NAD 83(1986) POSITION- 39 20 36.     (N) 087 07 33.     (W)   SCALED
 KA1212* NAVD 88 ORTHO HEIGHT -   173.291 (meters)      568.54  (feet) ADJUSTED
 KA1212  ______________________________________________________________________
 KA1212  GEOID HEIGHT    -        -32.769 (meters)                     GEOID18
 KA1212  DYNAMIC HEIGHT  -        173.191 (meters)      568.21  (feet) COMP
 KA1212  MODELED GRAVITY -    980,046.4   (mgal)                       NAVD 88
 KA1212
 KA1212  VERT ORDER      -  FIRST     CLASS II
 KA1212
 KA1212.The horizontal coordinates were scaled from a map and have
 KA1212.an estimated accuracy of +/- 6 seconds.
 KA1212
 KA1212.The orthometric height was determined by differential leveling and
 KA1212.adjusted by the NATIONAL GEODETIC SURVEY
 KA1212.in June 1991.
 KA1212
 KA1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1212.GEOID18 height accuracy estimate available here.
 KA1212
 KA1212.Click photographs - Photos may exist for this station.
 KA1212
 KA1212.The dynamic height is computed by dividing the NAVD 88
 KA1212.geopotential number by the normal gravity value computed on the
 KA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1212.degrees latitude (g = 980.6199 gals.).
 KA1212
 KA1212.The modeled gravity was interpolated from observed gravity values.
 KA1212
 KA1212;                    North         East    Units  Estimated Accuracy
 KA1212;SPC IN W     -   454,610.      896,340.      MT  (+/- 180 meters Scaled)
 KA1212
 KA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ891548(NAD 83)
 KA1212
 KA1212                          SUPERSEDED SURVEY CONTROL
 KA1212
 KA1212  NGVD 29 (??/??/92)  173.401  (m)          568.90   (f) ADJ UNCH    1 2
 KA1212
 KA1212.Superseded values are not recommended for survey control.
 KA1212
 KA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1212.See file dsdata.pdf to determine how the superseded data were derived.
 KA1212
 KA1212_MARKER: DB = BENCH MARK DISK
 KA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1212_STAMPING: H 82 1946
 KA1212_MARK LOGO: CGS
 KA1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1212+STABILITY: SURFACE MOTION
 KA1212
 KA1212  HISTORY     - Date     Condition        Report By
 KA1212  HISTORY     - 1946     MONUMENTED       CGS
 KA1212  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1212
 KA1212                          STATION DESCRIPTION
 KA1212
 KA1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1212'1.6 MI S FROM SALINE CITY.
 KA1212'ABOUT 1.65 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1212'THE STATION AT SALINE CITY, AT A CROSS ROAD, 43.5 FEET SOUTHEAST
 KA1212'OF POLE NO. 21/15, 49 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA1212'CENTER LINE OF THE TRACK, 27.5 FEET NORTH OF THE CENTER LINE
 KA1212'OF THE ROAD, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 KA1212'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1212'H 82 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1212'4 INCHES ABOVE GROUND.
 KA1212
 KA1212                          STATION RECOVERY (1985)
 KA1212
 KA1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1212'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0472 ***********************************************************************
 KA0472  DESIGNATION -  H 83
 KA0472  PID         -  KA0472
 KA0472  STATE/COUNTY-  IN/GREENE
 KA0472  COUNTRY     -  US
 KA0472  USGS QUAD   -  ARNEY (2019)
 KA0472
 KA0472                         *CURRENT SURVEY CONTROL
 KA0472  ______________________________________________________________________
 KA0472* NAD 83(1986) POSITION- 39 09 27.     (N) 086 59 41.     (W)   SCALED
 KA0472* NAVD 88 ORTHO HEIGHT -   156.945 (meters)      514.91  (feet) POSTED
 KA0472  ______________________________________________________________________
 KA0472  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 KA0472  DYNAMIC HEIGHT  -        156.85  (meters)      514.6   (feet) COMP
 KA0472  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 KA0472
 KA0472  VERT ORDER      -  * POSTED, SEE BELOW
 KA0472
 KA0472.The horizontal coordinates were scaled from a map and have
 KA0472.an estimated accuracy of +/- 6 seconds.
 KA0472
 KA0472.The orthometric height was determined by differential leveling
 KA0472.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0472
 KA0472.* This is a POSTED BENCH MARK height.
 KA0472
 KA0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0472.GEOID18 height accuracy estimate available here.
 KA0472
 KA0472.Click photographs - Photos may exist for this station.
 KA0472
 KA0472.The dynamic height is computed by dividing the NAVD 88
 KA0472.geopotential number by the normal gravity value computed on the
 KA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0472.degrees latitude (g = 980.6199 gals.).
 KA0472
 KA0472.The modeled gravity was interpolated from observed gravity values.
 KA0472
 KA0472;                    North         East    Units  Estimated Accuracy
 KA0472;SPC IN W     -   433,990.      907,660.      MT  (+/- 180 meters Scaled)
 KA0472
 KA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ004342(NAD 83)
 KA0472
 KA0472                          SUPERSEDED SURVEY CONTROL
 KA0472
 KA0472  NGVD 29 (??/??/92)  157.076  (m)          515.34   (f) ADJ UNCH    1 2
 KA0472
 KA0472.Superseded values are not recommended for survey control.
 KA0472
 KA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0472.See file dsdata.pdf to determine how the superseded data were derived.
 KA0472
 KA0472_MARKER: DB = BENCH MARK DISK
 KA0472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0472_SP_SET: CULVERT HEADWALL
 KA0472_STAMPING: H 83 1946
 KA0472_MARK LOGO: CGS
 KA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0472+STABILITY: SURFACE MOTION
 KA0472
 KA0472  HISTORY     - Date     Condition        Report By
 KA0472  HISTORY     - 1946     MONUMENTED       CGS
 KA0472  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0472
 KA0472                          STATION DESCRIPTION
 KA0472
 KA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0472'3 MI N FROM WORTHINGTON.
 KA0472'3.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0472'STATION AT WORTHINGTON, SET IN THE TOP OF THE NORTHWEST END OF
 KA0472'THE SOUTHWEST HEADWALL OF A 30-INCH TILE PIPE CULVERT, NEAR
 KA0472'POLE 36/33, 90 FEET SOUTH OF AND ACROSS THE TRACK FROM A
 KA0472'22-INCH OAK TREE USED AS A FENCE CORNER POST, 19.5 FEET
 KA0472'SOUTHWEST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF THE
 KA0472'MAIN TRACK.  A STANDARD DISK, STAMPED H 83 1946, AND SET IN A
 KA0472'DRILL HOLE.
 KA0472
 KA0472                          STATION RECOVERY (1985)
 KA0472
 KA0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0527 ***********************************************************************
 KA0527  DESIGNATION -  H 84 RESET
 KA0527  PID         -  KA0527
 KA0527  STATE/COUNTY-  IN/OWEN
 KA0527  COUNTRY     -  US
 KA0527  USGS QUAD   -  CATARACT (2019)
 KA0527
 KA0527                         *CURRENT SURVEY CONTROL
 KA0527  ______________________________________________________________________
 KA0527* NAD 83(1986) POSITION- 39 25 27.     (N) 086 51 54.     (W)   SCALED
 KA0527* NAVD 88 ORTHO HEIGHT -   244.74  (meters)      803.0   (feet) RESET
 KA0527  ______________________________________________________________________
 KA0527  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KA0527  VERT ORDER      -  THIRD
 KA0527
 KA0527.The horizontal coordinates were scaled from a map and have
 KA0527.an estimated accuracy of +/- 6 seconds.
 KA0527
 KA0527.The orthometric height was computed from unverified reset data.
 KA0527
 KA0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0527.GEOID18 height accuracy estimate available here.
 KA0527
 KA0527.Click photographs - Photos may exist for this station.
 KA0527
 KA0527;                    North         East    Units  Estimated Accuracy
 KA0527;SPC IN W     -   463,610.      918,800.      MT  (+/- 180 meters Scaled)
 KA0527
 KA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ116638(NAD 83)
 KA0527
 KA0527                          SUPERSEDED SURVEY CONTROL
 KA0527
 KA0527  NGVD 29 (??/??/??)  244.86   (m)          803.3    (f) RESET       3  
 KA0527
 KA0527.Superseded values are not recommended for survey control.
 KA0527
 KA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0527.See file dsdata.pdf to determine how the superseded data were derived.
 KA0527
 KA0527_MARKER: DB = BENCH MARK DISK
 KA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0527_STAMPING: H 84 RESET 1956
 KA0527_MARK LOGO: CGS
 KA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0527+STABILITY: SURFACE MOTION
 KA0527
 KA0527  HISTORY     - Date     Condition        Report By
 KA0527  HISTORY     - 1956     MONUMENTED       LOCSUR
 KA0527
 KA0527                          STATION DESCRIPTION
 KA0527
 KA0527'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956
 KA0527'3.4 MI SW FROM CATARACT.
 KA0527'3.4 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO JORDAN VIA
 KA0527'MOUNT PLEASANT (BUCKSKIN) METHODIST CHURCH FROM THE OLD SCHOOLHOUSE
 KA0527'AT CATARACT, OWEN COUNTY, 4.3 MILES NORTHEAST OF COMMUNITY
 KA0527'PRESBYTERIAN CHURCH AT JORDAN, 1.3 MILES SOUTHWEST OF THE MOUNT
 KA0527'PLEASANT CHURCH, AT A DRIVEWAY LEADING TO A FARMHOUSE, 18 FEET
 KA0527'NORTH OF THE CENTERLINE OF THE DRIVEWAY, 38.8 FEET SOUTHWEST OF THE
 KA0527'SOUTHWEST CORNER OF THE FARMHOUSE, 19 FEET EAST OF THE CENTERLINE
 KA0527'OF THE COUNTY ROAD, AND 4.2 FEET NORTH OF AN 18-INCH BLACK LOCUST
 KA0527'TREE ON THE NORTH SIDE OF THE DRIVE.  A STANDARD DISK, STAMPED
 KA0527'H 84 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 KA0527'BENCH MARK WAS ESTABLISHED BY THE OWEN COUNTY SURVEYOR IN MAY 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0412 ***********************************************************************
 KA0412  DESIGNATION -  H 85 RESET
 KA0412  PID         -  KA0412
 KA0412  STATE/COUNTY-  IN/GREENE
 KA0412  COUNTRY     -  US
 KA0412  USGS QUAD   -  BLOOMFIELD (2019)
 KA0412
 KA0412                         *CURRENT SURVEY CONTROL
 KA0412  ______________________________________________________________________
 KA0412* NAD 83(1986) POSITION- 39 00 58.36   (N) 086 55 09.04   (W)   HD_HELD1
 KA0412* NAVD 88 ORTHO HEIGHT -   152.15  (meters)      499.2   (feet) RESET
 KA0412  ______________________________________________________________________
 KA0412  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KA0412  VERT ORDER      -  THIRD
 KA0412
 KA0412.The horizontal coordinates were determined by differentially corrected
 KA0412.hand held GPS observations or other comparable positioning techniques
 KA0412.and have an estimated accuracy of +/- 3 meters.
 KA0412
 KA0412.The orthometric height was computed from unverified reset data.
 KA0412
 KA0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0412.GEOID18 height accuracy estimate available here.
 KA0412
 KA0412.Click photographs - Photos may exist for this station.
 KA0412
 KA0412;                    North         East    Units  Estimated Accuracy
 KA0412;SPC IN W     -   418,308.7     914,216.5     MT  (+/- 3 meters HH1 GPS) 
 KA0412
 KA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0699618578(NAD 83)
 KA0412
 KA0412                          SUPERSEDED SURVEY CONTROL
 KA0412
 KA0412  NGVD 29 (??/??/??)  152.28   (m)          499.6    (f) RESET       3  
 KA0412
 KA0412.Superseded values are not recommended for survey control.
 KA0412
 KA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0412.See file dsdata.pdf to determine how the superseded data were derived.
 KA0412
 KA0412_MARKER: DB = BENCH MARK DISK
 KA0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0412_SP_SET: PIER
 KA0412_STAMPING: H 85 RESET 1962
 KA0412_MARK LOGO: CGS
 KA0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0412
 KA0412  HISTORY     - Date     Condition        Report By
 KA0412  HISTORY     - 1962     MONUMENTED       LOCENG
 KA0412
 KA0412                          STATION DESCRIPTION
 KA0412
 KA0412'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 KA0412'1.3 MI SE FROM BLOOMFIELD.
 KA0412'1.3 MILES SOUTHEAST ALONG A ROAD TO MINERAL FROM THE ILLINOIS
 KA0412'CENTRAL RAILROAD STATION AT BLOOMFIELD, 17 FEET WEST OF AND ABOUT
 KA0412'4 FEET LOWER THAN THE CENTERLINE OF THE BRIDGE FLOOR, AND SET
 KA0412'IN THE TOP OF THE WEST END OF THE NORTH PIER OF THREE SPAN
 KA0412'CONCRETE BRIDGE OVER RICHLAND CREEK.  NOTE-- THE NEW ELEVATION
 KA0412'MAY OR MAY NOT BE CORRECT BECAUSE THE OLD PIER HAD SETTLED ABOUT
 KA0412'A FOOT ON THE OTHER END FROM THE OLD BENCH MARK.  NOTE-- THE
 KA0412'NEW ELEVATION MAY OR MAY NOT BE CORRECT BECAUSE OLD PIER HAD
 KA0412'SETTLED ABOUT A FOOT ON THE OTHER END FROM OLD BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0781 ***********************************************************************
 KA0781  DESIGNATION -  H 86
 KA0781  PID         -  KA0781
 KA0781  STATE/COUNTY-  IN/HENDRICKS
 KA0781  COUNTRY     -  US
 KA0781  USGS QUAD   -  DANVILLE (2019)
 KA0781
 KA0781                         *CURRENT SURVEY CONTROL
 KA0781  ______________________________________________________________________
 KA0781* NAD 83(1986) POSITION- 39 46 37.4    (N) 086 32 30.7    (W)   HD_HELD2
 KA0781* NAVD 88 ORTHO HEIGHT -   283.979 (meters)      931.69  (feet) ADJUSTED
 KA0781  ______________________________________________________________________
 KA0781  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 KA0781  DYNAMIC HEIGHT  -        283.824 (meters)      931.18  (feet) COMP
 KA0781  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA0781
 KA0781  VERT ORDER      -  SECOND    CLASS 0
 KA0781
 KA0781.The horizontal coordinates were established by autonomous hand held GPS
 KA0781.observations and have an estimated accuracy of +/- 10 meters.
 KA0781
 KA0781.The orthometric height was determined by differential leveling and
 KA0781.adjusted by the NATIONAL GEODETIC SURVEY
 KA0781.in June 1991.
 KA0781
 KA0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0781.GEOID18 height accuracy estimate available here.
 KA0781
 KA0781.Click photographs - Photos may exist for this station.
 KA0781
 KA0781.The dynamic height is computed by dividing the NAVD 88
 KA0781.geopotential number by the normal gravity value computed on the
 KA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0781.degrees latitude (g = 980.6199 gals.).
 KA0781
 KA0781.The modeled gravity was interpolated from observed gravity values.
 KA0781
 KA0781;                    North         East    Units  Estimated Accuracy
 KA0781;SPC IN W     -   502,905.      946,387.      MT  (+/- 10 meters HH2 GPS)
 KA0781
 KA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3923303113(NAD 83)
 KA0781
 KA0781                          SUPERSEDED SURVEY CONTROL
 KA0781
 KA0781  NGVD 29 (??/??/92)  284.089  (m)          932.05   (f) ADJ UNCH    2 0
 KA0781
 KA0781.Superseded values are not recommended for survey control.
 KA0781
 KA0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0781.See file dsdata.pdf to determine how the superseded data were derived.
 KA0781
 KA0781_MARKER: DB = BENCH MARK DISK
 KA0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0781_SP_SET: CULVERT HEADWALL
 KA0781_STAMPING: H 86 1946
 KA0781_MARK LOGO: CGS
 KA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0781+STABILITY: SURFACE MOTION
 KA0781
 KA0781  HISTORY     - Date     Condition        Report By
 KA0781  HISTORY     - 1946     MONUMENTED       CGS
 KA0781  HISTORY     - 20110713 GOOD             GEOCAC
 KA0781
 KA0781                          STATION DESCRIPTION
 KA0781
 KA0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0781'1.7 MI N FROM DANVILLE.
 KA0781'ABOUT 1.7 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY COURT
 KA0781'HOUSE AT DANVILLE, ABOUT 200 FEET SOUTH OF THE JUNCTION WITH STATE
 KA0781'HIGHWAY 136, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 KA0781'30-FOOT CONCRETE ARCH CULVERT OVER A SMALL CREEK, 24 FEET EAST OF
 KA0781'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF
 KA0781'THE HEADWALL AND ABOUT 2 FEET LOWER THAN THE HIGHWAY LEVEL.  A
 KA0781'STANDARD DISK, STAMPED H 86 1946.
 KA0781
 KA0781                          STATION RECOVERY (2011)
 KA0781
 KA0781'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0847 ***********************************************************************
 LB0847  DESIGNATION -  H 87
 LB0847  PID         -  LB0847
 LB0847  STATE/COUNTY-  IN/MONTGOMERY
 LB0847  COUNTRY     -  US
 LB0847  USGS QUAD   -  COLFAX (2019)
 LB0847
 LB0847                         *CURRENT SURVEY CONTROL
 LB0847  ______________________________________________________________________
 LB0847* NAD 83(1986) POSITION- 40 12 29.     (N) 086 42 52.     (W)   SCALED
 LB0847* NAVD 88 ORTHO HEIGHT -   250.787 (meters)      822.79  (feet) ADJUSTED
 LB0847  ______________________________________________________________________
 LB0847  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 LB0847  DYNAMIC HEIGHT  -        250.655 (meters)      822.36  (feet) COMP
 LB0847  MODELED GRAVITY -    980,093.3   (mgal)                       NAVD 88
 LB0847
 LB0847  VERT ORDER      -  SECOND    CLASS 0
 LB0847
 LB0847.The horizontal coordinates were scaled from a map and have
 LB0847.an estimated accuracy of +/- 6 seconds.
 LB0847
 LB0847.The orthometric height was determined by differential leveling and
 LB0847.adjusted by the NATIONAL GEODETIC SURVEY
 LB0847.in June 1991.
 LB0847
 LB0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0847.GEOID18 height accuracy estimate available here.
 LB0847
 LB0847.Click photographs - Photos may exist for this station.
 LB0847
 LB0847.The dynamic height is computed by dividing the NAVD 88
 LB0847.geopotential number by the normal gravity value computed on the
 LB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0847.degrees latitude (g = 980.6199 gals.).
 LB0847
 LB0847.The modeled gravity was interpolated from observed gravity values.
 LB0847
 LB0847;                    North         East    Units  Estimated Accuracy
 LB0847;SPC IN W     -   550,680.      931,400.      MT  (+/- 180 meters Scaled)
 LB0847
 LB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK243508(NAD 83)
 LB0847
 LB0847                          SUPERSEDED SURVEY CONTROL
 LB0847
 LB0847  NGVD 29 (??/??/92)  250.880  (m)          823.10   (f) ADJ UNCH    2 0
 LB0847
 LB0847.Superseded values are not recommended for survey control.
 LB0847
 LB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0847.See file dsdata.pdf to determine how the superseded data were derived.
 LB0847
 LB0847_MARKER: DB = BENCH MARK DISK
 LB0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0847_STAMPING: H 87 1946
 LB0847_MARK LOGO: CGS
 LB0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0847+STABILITY: SURFACE MOTION
 LB0847
 LB0847  HISTORY     - Date     Condition        Report By
 LB0847  HISTORY     - 1946     MONUMENTED       CGS
 LB0847
 LB0847                          STATION DESCRIPTION
 LB0847
 LB0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0847'3.6 MI NE FROM BOWERS.
 LB0847'ABOUT 0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LB0847'THE STATION AT BOWERS, THENCE ABOUT 3.05 MILE NORTH ALONG A
 LB0847'GRAVEL ROAD, ABOUT 0.45 MILE SOUTH OF THE MONTGOMERY-TIPPECANOE
 LB0847'COUNTY LINE, 51 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM POWER
 LB0847'POLE NO. 143-398, 19 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 LB0847'LINE OF THE ROAD, 3.5 FEET NORTHEAST OF A FENCE CORNER POST, 1 FOOT
 LB0847'NORTH OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LB0847'NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CLARKS
 LB0847'HILL BY GOING ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 LB0847'THENCE ABOUT 2.65 MILE SOUTH ALONG A GRAVEL ROAD.  A STANDARD
 LB0847'DISK, STAMPED H 87 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0847'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0725 ***********************************************************************
 LB0725  DESIGNATION -  H 88
 LB0725  PID         -  LB0725
 LB0725  STATE/COUNTY-  IN/TIPPECANOE
 LB0725  COUNTRY     -  US
 LB0725  USGS QUAD   -  MULBERRY (2019)
 LB0725
 LB0725                         *CURRENT SURVEY CONTROL
 LB0725  ______________________________________________________________________
 LB0725* NAD 83(1986) POSITION- 40 21 30.     (N) 086 42 49.     (W)   SCALED
 LB0725* NAVD 88 ORTHO HEIGHT -   221.798 (meters)      727.68  (feet) ADJUSTED
 LB0725  ______________________________________________________________________
 LB0725  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 LB0725  DYNAMIC HEIGHT  -        221.685 (meters)      727.31  (feet) COMP
 LB0725  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LB0725
 LB0725  VERT ORDER      -  SECOND    CLASS 0
 LB0725
 LB0725.The horizontal coordinates were scaled from a map and have
 LB0725.an estimated accuracy of +/- 6 seconds.
 LB0725
 LB0725.The orthometric height was determined by differential leveling and
 LB0725.adjusted by the NATIONAL GEODETIC SURVEY
 LB0725.in June 1991.
 LB0725
 LB0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0725.GEOID18 height accuracy estimate available here.
 LB0725
 LB0725.Click photographs - Photos may exist for this station.
 LB0725
 LB0725.The dynamic height is computed by dividing the NAVD 88
 LB0725.geopotential number by the normal gravity value computed on the
 LB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0725.degrees latitude (g = 980.6199 gals.).
 LB0725
 LB0725.The modeled gravity was interpolated from observed gravity values.
 LB0725
 LB0725;                    North         East    Units  Estimated Accuracy
 LB0725;SPC IN W     -   567,370.      931,410.      MT  (+/- 180 meters Scaled)
 LB0725
 LB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK243675(NAD 83)
 LB0725
 LB0725                          SUPERSEDED SURVEY CONTROL
 LB0725
 LB0725  NGVD 29 (??/??/92)  221.903  (m)          728.03   (f) ADJ UNCH    2 0
 LB0725
 LB0725.Superseded values are not recommended for survey control.
 LB0725
 LB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0725.See file dsdata.pdf to determine how the superseded data were derived.
 LB0725
 LB0725_MARKER: DB = BENCH MARK DISK
 LB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0725_STAMPING: H 88 1946
 LB0725_MARK LOGO: CGS
 LB0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0725+STABILITY: SURFACE MOTION
 LB0725
 LB0725  HISTORY     - Date     Condition        Report By
 LB0725  HISTORY     - 1946     MONUMENTED       CGS
 LB0725
 LB0725                          STATION DESCRIPTION
 LB0725
 LB0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0725'2.9 MI NW FROM MULBERRY.
 LB0725'2.9 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0725'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, 0.4 MILE
 LB0725'SOUTHEAST OF MILEPOST S 247, 93 FEET SOUTHEAST OF THE SOUTHEAST
 LB0725'CORNER OF A WHITE HOUSE, 29 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LB0725'42 FEET WEST OF A T-FENCE CORNER, 20 FEET SOUTHEAST OF A 12-INCH
 LB0725'ELM TREE, ONE FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 LB0725'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LB0725'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 88 1946
 LB0725'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0725'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0831 ***********************************************************************
 LB0831  DESIGNATION -  H 89
 LB0831  PID         -  LB0831
 LB0831  STATE/COUNTY-  IN/MONTGOMERY
 LB0831  COUNTRY     -  US
 LB0831  USGS QUAD   -  LINDEN (2019)
 LB0831
 LB0831                         *CURRENT SURVEY CONTROL
 LB0831  ______________________________________________________________________
 LB0831* NAD 83(1986) POSITION- 40 12 28.     (N) 086 54 14.     (W)   SCALED
 LB0831* NAVD 88 ORTHO HEIGHT -   234.693 (meters)      769.99  (feet) ADJUSTED
 LB0831  ______________________________________________________________________
 LB0831  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 LB0831  DYNAMIC HEIGHT  -        234.571 (meters)      769.59  (feet) COMP
 LB0831  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 LB0831
 LB0831  VERT ORDER      -  SECOND    CLASS 0
 LB0831
 LB0831.The horizontal coordinates were scaled from a map and have
 LB0831.an estimated accuracy of +/- 6 seconds.
 LB0831
 LB0831.The orthometric height was determined by differential leveling and
 LB0831.adjusted by the NATIONAL GEODETIC SURVEY
 LB0831.in June 1991.
 LB0831
 LB0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0831.GEOID18 height accuracy estimate available here.
 LB0831
 LB0831.Click photographs - Photos may exist for this station.
 LB0831
 LB0831.The dynamic height is computed by dividing the NAVD 88
 LB0831.geopotential number by the normal gravity value computed on the
 LB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0831.degrees latitude (g = 980.6199 gals.).
 LB0831
 LB0831.The modeled gravity was interpolated from observed gravity values.
 LB0831
 LB0831;                    North         East    Units  Estimated Accuracy
 LB0831;SPC IN W     -   550,600.      915,280.      MT  (+/- 180 meters Scaled)
 LB0831
 LB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081508(NAD 83)
 LB0831
 LB0831                          SUPERSEDED SURVEY CONTROL
 LB0831
 LB0831  NGVD 29 (??/??/92)  234.778  (m)          770.27   (f) ADJ UNCH    2 0
 LB0831
 LB0831.Superseded values are not recommended for survey control.
 LB0831
 LB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0831.See file dsdata.pdf to determine how the superseded data were derived.
 LB0831
 LB0831_MARKER: DB = BENCH MARK DISK
 LB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0831_STAMPING: H 89 1946
 LB0831_MARK LOGO: CGS
 LB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0831+STABILITY: SURFACE MOTION
 LB0831
 LB0831  HISTORY     - Date     Condition        Report By
 LB0831  HISTORY     - 1946     MONUMENTED       CGS
 LB0831
 LB0831                          STATION DESCRIPTION
 LB0831
 LB0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0831'1.4 MI N FROM LINDEN.
 LB0831'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE METHODIST
 LB0831'CHURCH AT LINDEN, ABOUT 0.45 MILE SOUTH OF THE TIPPECANOE-MONTGOMERY
 LB0831'COUNTY LINE, 156 FEET SOUTH OF THE CENTER OF A DRIVE WAY LEADING TO A
 LB0831'TWO STORY WHITE HOUSE, 30.5 FEET EAST OF THE CENTER LINE OF THE
 LB0831'HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF AN UNGRADED ROAD, 4 FEET
 LB0831'NORTHWEST OF A FENCE CORNER POST, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 LB0831'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW THE
 LB0831'HIGHWAY.  A STANDARD DISK, STAMPED H 89 1946 AND SET IN THE TOP OF A
 LB0831'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2071 ***********************************************************************
 JZ2071  DESIGNATION -  H 9
 JZ2071  PID         -  JZ2071
 JZ2071  STATE/COUNTY-  IN/SHELBY
 JZ2071  COUNTRY     -  US
 JZ2071  USGS QUAD   -  LEWIS CREEK (2019)
 JZ2071
 JZ2071                         *CURRENT SURVEY CONTROL
 JZ2071  ______________________________________________________________________
 JZ2071* NAD 83(1986) POSITION- 39 24 17.     (N) 085 48 59.     (W)   SCALED
 JZ2071* NAVD 88 ORTHO HEIGHT -   216.184 (meters)      709.26  (feet) ADJUSTED
 JZ2071  ______________________________________________________________________
 JZ2071  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ2071  DYNAMIC HEIGHT  -        216.054 (meters)      708.84  (feet) COMP
 JZ2071  MODELED GRAVITY -    980,023.0   (mgal)                       NAVD 88
 JZ2071
 JZ2071  VERT ORDER      -  FIRST     CLASS II
 JZ2071
 JZ2071.The horizontal coordinates were scaled from a map and have
 JZ2071.an estimated accuracy of +/- 6 seconds.
 JZ2071
 JZ2071.The orthometric height was determined by differential leveling and
 JZ2071.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2071.in June 1991.
 JZ2071
 JZ2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2071.GEOID18 height accuracy estimate available here.
 JZ2071
 JZ2071.Click photographs - Photos may exist for this station.
 JZ2071
 JZ2071.The dynamic height is computed by dividing the NAVD 88
 JZ2071.geopotential number by the normal gravity value computed on the
 JZ2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2071.degrees latitude (g = 980.6199 gals.).
 JZ2071
 JZ2071.The modeled gravity was interpolated from observed gravity values.
 JZ2071
 JZ2071;                    North         East    Units  Estimated Accuracy
 JZ2071;SPC IN E     -   461,440.       87,110.      MT  (+/- 180 meters Scaled)
 JZ2071
 JZ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ019623(NAD 83)
 JZ2071
 JZ2071                          SUPERSEDED SURVEY CONTROL
 JZ2071
 JZ2071  NGVD 29 (??/??/92)  216.298  (m)          709.64   (f) ADJ UNCH    1 2
 JZ2071
 JZ2071.Superseded values are not recommended for survey control.
 JZ2071
 JZ2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2071.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2071
 JZ2071_MARKER: DB = BENCH MARK DISK
 JZ2071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2071_SP_SET: ABUTMENT
 JZ2071_STAMPING: ELEV 709.638 FT H 9 1930 216.298 M
 JZ2071_MARK LOGO: CGS
 JZ2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2071
 JZ2071  HISTORY     - Date     Condition        Report By
 JZ2071  HISTORY     - 1930     MONUMENTED       CGS
 JZ2071  HISTORY     - 1944     GOOD             CGS
 JZ2071
 JZ2071                          STATION DESCRIPTION
 JZ2071
 JZ2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JZ2071'0.4 MI N FROM LEWIS CREEK.
 JZ2071'0.4 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM LEWIS
 JZ2071'CREEK, SHELBY COUNTY, AT THE BRIDGE OVER LEWIS CREEK, IN THE TOP
 JZ2071'OF THE SOUTH STONE ABUTMENT, 3 FEET EAST OF THE EAST RAIL, AND
 JZ2071'ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JZ2071'STAMPED ELEV 709.638 FT H 9 1930 216.298 M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1612 ***********************************************************************
 LB1612  DESIGNATION -  H 90
 LB1612  PID         -  LB1612
 LB1612  STATE/COUNTY-  IN/BENTON
 LB1612  COUNTRY     -  US
 LB1612  USGS QUAD   -  TAB (2019)
 LB1612
 LB1612                         *CURRENT SURVEY CONTROL
 LB1612  ______________________________________________________________________
 LB1612* NAD 83(1986) POSITION- 40 29 56.     (N) 087 28 48.     (W)   SCALED
 LB1612* NAVD 88 ORTHO HEIGHT -   226.225 (meters)      742.21  (feet) ADJUSTED
 LB1612  ______________________________________________________________________
 LB1612  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 LB1612  DYNAMIC HEIGHT  -        226.115 (meters)      741.85  (feet) COMP
 LB1612  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 LB1612
 LB1612  VERT ORDER      -  SECOND    CLASS 0
 LB1612
 LB1612.The horizontal coordinates were scaled from a map and have
 LB1612.an estimated accuracy of +/- 6 seconds.
 LB1612
 LB1612.The orthometric height was determined by differential leveling and
 LB1612.adjusted by the NATIONAL GEODETIC SURVEY
 LB1612.in June 1991.
 LB1612
 LB1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1612.GEOID18 height accuracy estimate available here.
 LB1612
 LB1612.Click photographs - Photos may exist for this station.
 LB1612
 LB1612.The dynamic height is computed by dividing the NAVD 88
 LB1612.geopotential number by the normal gravity value computed on the
 LB1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1612.degrees latitude (g = 980.6199 gals.).
 LB1612
 LB1612.The modeled gravity was interpolated from observed gravity values.
 LB1612
 LB1612;                    North         East    Units  Estimated Accuracy
 LB1612;SPC IN W     -   582,990.      866,380.      MT  (+/- 180 meters Scaled)
 LB1612
 LB1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK593832(NAD 83)
 LB1612
 LB1612                          SUPERSEDED SURVEY CONTROL
 LB1612
 LB1612  NGVD 29 (??/??/92)  226.268  (m)          742.35   (f) ADJ UNCH    2 0
 LB1612
 LB1612.Superseded values are not recommended for survey control.
 LB1612
 LB1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1612.See file dsdata.pdf to determine how the superseded data were derived.
 LB1612
 LB1612_MARKER: DB = BENCH MARK DISK
 LB1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1612_STAMPING: H 90 1935
 LB1612_MARK LOGO: CGS
 LB1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1612+STABILITY: SURFACE MOTION
 LB1612
 LB1612  HISTORY     - Date     Condition        Report By
 LB1612  HISTORY     - 1935     MONUMENTED       CGS
 LB1612
 LB1612                          STATION DESCRIPTION
 LB1612
 LB1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1612'2.3 MI W FROM AMBIA.
 LB1612'2.3 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1612'FROM THE STATION AT AMBIA, BENTON COUNTY, AT POLE 292+04, AT A
 LB1612'ROAD CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LB1612'11 FEET EAST OF THE CENTER OF A GATE, 2.5 FEET NORTHWEST OF A
 LB1612'FENCE CORNER (A T-FENCE LEADS SOUTH), 5 FEET SOUTH OF A POLE,
 LB1612'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1612'H 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0068 ***********************************************************************
 LB0068  DESIGNATION -  H 91
 LB0068  PID         -  LB0068
 LB0068  STATE/COUNTY-  IN/CASS
 LB0068  COUNTRY     -  US
 LB0068  USGS QUAD   -  ANOKA (2019)
 LB0068
 LB0068                         *CURRENT SURVEY CONTROL
 LB0068  ______________________________________________________________________
 LB0068* NAD 83(1986) POSITION- 40 42 26.     (N) 086 16 19.     (W)   SCALED
 LB0068* NAVD 88 ORTHO HEIGHT -   223.047 (meters)      731.78  (feet) ADJUSTED
 LB0068  ______________________________________________________________________
 LB0068  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 LB0068  DYNAMIC HEIGHT  -        222.939 (meters)      731.43  (feet) COMP
 LB0068  MODELED GRAVITY -    980,135.7   (mgal)                       NAVD 88
 LB0068
 LB0068  VERT ORDER      -  SECOND    CLASS 0
 LB0068
 LB0068.The horizontal coordinates were scaled from a map and have
 LB0068.an estimated accuracy of +/- 6 seconds.
 LB0068
 LB0068.The orthometric height was determined by differential leveling and
 LB0068.adjusted by the NATIONAL GEODETIC SURVEY
 LB0068.in June 1991.
 LB0068
 LB0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0068.GEOID18 height accuracy estimate available here.
 LB0068
 LB0068.Click photographs - Photos may exist for this station.
 LB0068
 LB0068.The dynamic height is computed by dividing the NAVD 88
 LB0068.geopotential number by the normal gravity value computed on the
 LB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0068.degrees latitude (g = 980.6199 gals.).
 LB0068
 LB0068.The modeled gravity was interpolated from observed gravity values.
 LB0068
 LB0068;                    North         East    Units  Estimated Accuracy
 LB0068;SPC IN E     -   606,220.       48,850.      MT  (+/- 180 meters Scaled)
 LB0068
 LB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL615065(NAD 83)
 LB0068
 LB0068                          SUPERSEDED SURVEY CONTROL
 LB0068
 LB0068  NGVD 29 (??/??/92)  223.159  (m)          732.15   (f) ADJ UNCH    2 0
 LB0068
 LB0068.Superseded values are not recommended for survey control.
 LB0068
 LB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0068.See file dsdata.pdf to determine how the superseded data were derived.
 LB0068
 LB0068_MARKER: DB = BENCH MARK DISK
 LB0068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0068_SP_SET: STONE CULVERT
 LB0068_STAMPING: H 91 1938
 LB0068_MARK LOGO: CGS
 LB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0068+STABILITY: SURFACE MOTION
 LB0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0068+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2015
 LB0068
 LB0068  HISTORY     - Date     Condition        Report By
 LB0068  HISTORY     - 1938     MONUMENTED       CGS
 LB0068  HISTORY     - 20151221 GOOD             INDOT
 LB0068
 LB0068                          STATION DESCRIPTION
 LB0068
 LB0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0068'3.7 MI NW FROM WALTON.
 LB0068'3.7 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0068'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0068'0.75 MILE NORTHWEST OF MILEPOST 175, AT A ROAD CROSSING, 20 FEET
 LB0068'EAST OF THE NORTHEAST RAIL, 15 FEET SOUTH OF A GRAVEL ROAD, IN
 LB0068'THE TOP OF A 3-FOOT STONE CULVERT, AND ABOUT 20 INCHES LOWER
 LB0068'THAN THE TRACK.  A STANDARD DISK, STAMPED H 91 1938.
 LB0068
 LB0068                          STATION RECOVERY (2015)
 LB0068
 LB0068'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1868 ***********************************************************************
 JZ1868  DESIGNATION -  H 93 RESET
 JZ1868  PID         -  JZ1868
 JZ1868  STATE/COUNTY-  IN/RIPLEY
 JZ1868  COUNTRY     -  US
 JZ1868  USGS QUAD   -  VERSAILLES (2019)
 JZ1868
 JZ1868                         *CURRENT SURVEY CONTROL
 JZ1868  ______________________________________________________________________
 JZ1868* NAD 83(1986) POSITION- 39 04 55.     (N) 085 22 03.     (W)   SCALED
 JZ1868* NAVD 88 ORTHO HEIGHT -   282.01  (+/-2cm)      925.2   (feet) VERTCON3
 JZ1868  ______________________________________________________________________
 JZ1868  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 JZ1868  VERT ORDER      -  THIRD (See Below)
 JZ1868
 JZ1868.The horizontal coordinates were scaled from a map and have
 JZ1868.an estimated accuracy of +/- 6 seconds.
 JZ1868
 JZ1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1868
 JZ1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1868.GEOID18 height accuracy estimate available here.
 JZ1868
 JZ1868.The vertical order pertains to the NGVD 29 superseded value.
 JZ1868
 JZ1868.Click photographs - Photos may exist for this station.
 JZ1868
 JZ1868;                    North         East    Units  Estimated Accuracy
 JZ1868;SPC IN E     -   425,640.      125,890.      MT  (+/- 180 meters Scaled)
 JZ1868
 JZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ412271(NAD 83)
 JZ1868
 JZ1868                          SUPERSEDED SURVEY CONTROL
 JZ1868
 JZ1868  NGVD 29 (08/22/16)  282.14   (m)          925.7    (f) RESET       3  
 JZ1868
 JZ1868.Superseded values are not recommended for survey control.
 JZ1868
 JZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1868.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1868
 JZ1868_MARKER: DB = BENCH MARK DISK
 JZ1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1868_STAMPING: H 93 RESET 1957
 JZ1868_MARK LOGO: CGS
 JZ1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1868+STABILITY: SURFACE MOTION
 JZ1868
 JZ1868  HISTORY     - Date     Condition        Report By
 JZ1868  HISTORY     - 1957     MONUMENTED       CGS
 JZ1868  HISTORY     - 1957     GOOD             CGS
 JZ1868
 JZ1868                          STATION DESCRIPTION
 JZ1868
 JZ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1868'5.1 MI SW FROM OSGOOD.
 JZ1868'5.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1868'THE STATION AT OSGOOD, 1.15 MILES NORTHEAST OF STATION AT HOLTON,
 JZ1868'20 1/2 RAILS EAST OF MILE POST C 57, IN THE CENTER OF ABANDONED
 JZ1868'COUNTY ROAD CROSSING, ACROSS TRACKS AT A POINT MIDWAY BETWEEN
 JZ1868'POLES NO. 56-42 AND 56-43, 37.3 FEET NORTHWEST OF NORTHWEST RAIL,
 JZ1868'15.5 FEET EAST OF A T-FENCE CORNER AT NORTH RIGHT-OF-WAY FENCE, 2
 JZ1868'FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH TRACKS,
 JZ1868'SET IN THE TOP OF A PRE-CAST CONCRETE POST, PROJECTING 6 INCHES.
 JZ1868'NOTE-- THESE POLES ARE NUMBERED EVERY TENTH POLE FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1694 ***********************************************************************
 LB1694  DESIGNATION -  H 94
 LB1694  PID         -  LB1694
 LB1694  STATE/COUNTY-  IN/TIPPECANOE
 LB1694  COUNTRY     -  US
 LB1694  USGS QUAD   -  WESTPOINT (2019)
 LB1694
 LB1694                         *CURRENT SURVEY CONTROL
 LB1694  ______________________________________________________________________
 LB1694* NAD 83(1986) POSITION- 40 16 23.     (N) 087 04 24.     (W)   SCALED
 LB1694* NAVD 88 ORTHO HEIGHT -   227.839 (meters)      747.50  (feet) ADJUSTED
 LB1694  ______________________________________________________________________
 LB1694  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 LB1694  DYNAMIC HEIGHT  -        227.725 (meters)      747.13  (feet) COMP
 LB1694  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 LB1694
 LB1694  VERT ORDER      -  SECOND    CLASS 0
 LB1694
 LB1694.The horizontal coordinates were scaled from a map and have
 LB1694.an estimated accuracy of +/- 6 seconds.
 LB1694
 LB1694.The orthometric height was determined by differential leveling and
 LB1694.adjusted by the NATIONAL GEODETIC SURVEY
 LB1694.in June 1991.
 LB1694
 LB1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1694.GEOID18 height accuracy estimate available here.
 LB1694
 LB1694.Click photographs - Photos may exist for this station.
 LB1694
 LB1694.The dynamic height is computed by dividing the NAVD 88
 LB1694.geopotential number by the normal gravity value computed on the
 LB1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1694.degrees latitude (g = 980.6199 gals.).
 LB1694
 LB1694.The modeled gravity was interpolated from observed gravity values.
 LB1694
 LB1694;                    North         East    Units  Estimated Accuracy
 LB1694;SPC IN W     -   557,840.      900,850.      MT  (+/- 180 meters Scaled)
 LB1694
 LB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937580(NAD 83)
 LB1694
 LB1694                          SUPERSEDED SURVEY CONTROL
 LB1694
 LB1694  NGVD 29 (??/??/92)  227.920  (m)          747.77   (f) ADJ UNCH    2 0
 LB1694
 LB1694.Superseded values are not recommended for survey control.
 LB1694
 LB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1694.See file dsdata.pdf to determine how the superseded data were derived.
 LB1694
 LB1694_MARKER: DB = BENCH MARK DISK
 LB1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1694_STAMPING: H 94 1946
 LB1694_MARK LOGO: CGS
 LB1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1694+STABILITY: SURFACE MOTION
 LB1694
 LB1694  HISTORY     - Date     Condition        Report By
 LB1694  HISTORY     - 1946     MONUMENTED       CGS
 LB1694
 LB1694                          STATION DESCRIPTION
 LB1694
 LB1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1694'1 MI S FROM ODELL.
 LB1694'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1694'WITH STATE HIGHWAY 28 AT ODELL, AT THE INTERSECTION OF A GRAVEL
 LB1694'ROAD LEADING WEST AND A PRIVATE ROAD LEADING EAST TO A LARGE
 LB1694'FARM, 33.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 LB1694'NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 15 FEET SOUTHWEST
 LB1694'OF THE SOUTHWESTERN MOST OF 9 LARGE MAPLE TREES IN THE FARM
 LB1694'YARD, 14 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE
 LB1694'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB1694'DISK, STAMPED H 94 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1694'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1920 ***********************************************************************
 JZ1920  DESIGNATION -  H 94
 JZ1920  PID         -  JZ1920
 JZ1920  STATE/COUNTY-  IN/DEARBORN
 JZ1920  COUNTRY     -  US
 JZ1920  USGS QUAD   -  DILLSBORO (2019)
 JZ1920
 JZ1920                         *CURRENT SURVEY CONTROL
 JZ1920  ______________________________________________________________________
 JZ1920* NAD 83(1986) POSITION- 39 02 29.     (N) 085 03 01.     (W)   SCALED
 JZ1920* NAVD 88 ORTHO HEIGHT -   200.606 (meters)      658.15  (feet) POSTED
 JZ1920  ______________________________________________________________________
 JZ1920  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 JZ1920  DYNAMIC HEIGHT  -        200.48  (meters)      657.7   (feet) COMP
 JZ1920  MODELED GRAVITY -    979,982.1   (mgal)                       NAVD 88
 JZ1920
 JZ1920  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1920
 JZ1920.The horizontal coordinates were scaled from a map and have
 JZ1920.an estimated accuracy of +/- 6 seconds.
 JZ1920
 JZ1920.The orthometric height was determined by differential leveling
 JZ1920.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1920
 JZ1920.* This is a POSTED BENCH MARK height.
 JZ1920
 JZ1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1920.GEOID18 height accuracy estimate available here.
 JZ1920
 JZ1920.Click photographs - Photos may exist for this station.
 JZ1920
 JZ1920.The dynamic height is computed by dividing the NAVD 88
 JZ1920.geopotential number by the normal gravity value computed on the
 JZ1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1920.degrees latitude (g = 980.6199 gals.).
 JZ1920
 JZ1920.The modeled gravity was interpolated from observed gravity values.
 JZ1920
 JZ1920;                    North         East    Units  Estimated Accuracy
 JZ1920;SPC IN E     -   421,270.      153,360.      MT  (+/- 180 meters Scaled)
 JZ1920
 JZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ687231(NAD 83)
 JZ1920
 JZ1920                          SUPERSEDED SURVEY CONTROL
 JZ1920
 JZ1920  NGVD 29 (??/??/92)  200.795  (m)          658.77   (f) ADJ UNCH    1 2
 JZ1920
 JZ1920.Superseded values are not recommended for survey control.
 JZ1920
 JZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1920.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1920
 JZ1920_MARKER: DB = BENCH MARK DISK
 JZ1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1920_SP_SET: RETAINING WALL
 JZ1920_STAMPING: H 94 1938
 JZ1920_MARK LOGO: CGS
 JZ1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1920
 JZ1920  HISTORY     - Date     Condition        Report By
 JZ1920  HISTORY     - 1938     MONUMENTED       CGS
 JZ1920
 JZ1920                          STATION DESCRIPTION
 JZ1920
 JZ1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1920'1 MI W FROM DILLSBORO.
 JZ1920'ABOUT 1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1920'STATION AT DILLSBORO, DEARBORN COUNTY, 9 RAILS EAST OF MILEPOST
 JZ1920'C 35, OPPOSITE POLE 34/40, IN THE CENTER OF THE TOP OF A 500-YARD
 JZ1920'RETAINING WALL, 12 FEET SOUTHEAST OF SIGNAL TOWER 34.49, 15
 JZ1920'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 JZ1920'TRACK.  A STANDARD DISK, STAMPED H 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1720 ***********************************************************************
 LB1720  DESIGNATION -  H 95
 LB1720  PID         -  LB1720
 LB1720  STATE/COUNTY-  IN/WARREN
 LB1720  COUNTRY     -  US
 LB1720  USGS QUAD   -  WESTPOINT (2019)
 LB1720
 LB1720                         *CURRENT SURVEY CONTROL
 LB1720  ______________________________________________________________________
 LB1720* NAD 83(1986) POSITION- 40 21 33.     (N) 087 06 40.     (W)   SCALED
 LB1720* NAVD 88 ORTHO HEIGHT -   185.457 (meters)      608.45  (feet) ADJUSTED
 LB1720  ______________________________________________________________________
 LB1720  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 LB1720  DYNAMIC HEIGHT  -        185.366 (meters)      608.16  (feet) COMP
 LB1720  MODELED GRAVITY -    980,132.1   (mgal)                       NAVD 88
 LB1720
 LB1720  VERT ORDER      -  SECOND    CLASS 0
 LB1720
 LB1720.The horizontal coordinates were scaled from a map and have
 LB1720.an estimated accuracy of +/- 6 seconds.
 LB1720
 LB1720.The orthometric height was determined by differential leveling and
 LB1720.adjusted by the NATIONAL GEODETIC SURVEY
 LB1720.in June 1991.
 LB1720
 LB1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1720.GEOID18 height accuracy estimate available here.
 LB1720
 LB1720.Click photographs - Photos may exist for this station.
 LB1720
 LB1720.The dynamic height is computed by dividing the NAVD 88
 LB1720.geopotential number by the normal gravity value computed on the
 LB1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1720.degrees latitude (g = 980.6199 gals.).
 LB1720
 LB1720.The modeled gravity was interpolated from observed gravity values.
 LB1720
 LB1720;                    North         East    Units  Estimated Accuracy
 LB1720;SPC IN W     -   567,400.      897,640.      MT  (+/- 180 meters Scaled)
 LB1720
 LB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905676(NAD 83)
 LB1720
 LB1720                          SUPERSEDED SURVEY CONTROL
 LB1720
 LB1720  NGVD 29 (??/??/92)  185.535  (m)          608.71   (f) ADJ UNCH    2 0
 LB1720
 LB1720.Superseded values are not recommended for survey control.
 LB1720
 LB1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1720.See file dsdata.pdf to determine how the superseded data were derived.
 LB1720
 LB1720_MARKER: DB = BENCH MARK DISK
 LB1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1720_STAMPING: H 95 1946
 LB1720_MARK LOGO: CGS
 LB1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1720+STABILITY: SURFACE MOTION
 LB1720
 LB1720  HISTORY     - Date     Condition        Report By
 LB1720  HISTORY     - 1946     MONUMENTED       CGS
 LB1720
 LB1720                          STATION DESCRIPTION
 LB1720
 LB1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1720'4.2 MI S FROM GREEN HILL.
 LB1720'ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE MASONIC
 LB1720'BUILDING AT GREEN HILL, THENCE ABOUT 3.95 MILES SOUTH ALONG A
 LB1720'GRAVEL ROAD, ABOUT 0.55 MILE SOUTH OF THE BLACK ROCK STOCK FARM,
 LB1720'AT A RIGHT ANGLE CURVE IN THE ROAD WITH TANGENT EXTENDING NORTH
 LB1720'AND WEST, AND A TRAIL LEADING SOUTH TO THE WABASH RIVER, 38 FEET
 LB1720'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE CENTER OF THE
 LB1720'CURVE, 23 FEET SOUTH OF A TWIN APPLE TREE, 22 FEET SOUTHWEST OF
 LB1720'THE SOUTH END OF A CONCRETE CULVERT, 12 FEET EAST OF THE CENTER
 LB1720'OF THE TRAIL LEADING SOUTH, 2 FEET EAST OF A WHITE WOODEN WITNESS
 LB1720'POST, AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE ROAD.  A
 LB1720'STANDARD DISK, STAMPED H 95 1946 AND SET IN THE TOP OF A CONCRETE
 LB1720'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1679 ***********************************************************************
 LB1679  DESIGNATION -  H 96
 LB1679  PID         -  LB1679
 LB1679  STATE/COUNTY-  IN/MONTGOMERY
 LB1679  COUNTRY     -  US
 LB1679  USGS QUAD   -  WINGATE (2019)
 LB1679
 LB1679                         *CURRENT SURVEY CONTROL
 LB1679  ______________________________________________________________________
 LB1679* NAD 83(1986) POSITION- 40 08 05.     (N) 087 00 30.     (W)   SCALED
 LB1679* NAVD 88 ORTHO HEIGHT -   253.431 (meters)      831.46  (feet) ADJUSTED
 LB1679  ______________________________________________________________________
 LB1679  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 LB1679  DYNAMIC HEIGHT  -        253.298 (meters)      831.03  (feet) COMP
 LB1679  MODELED GRAVITY -    980,092.1   (mgal)                       NAVD 88
 LB1679
 LB1679  VERT ORDER      -  SECOND    CLASS 0
 LB1679
 LB1679.The horizontal coordinates were scaled from a map and have
 LB1679.an estimated accuracy of +/- 6 seconds.
 LB1679
 LB1679.The orthometric height was determined by differential leveling and
 LB1679.adjusted by the NATIONAL GEODETIC SURVEY
 LB1679.in June 1991.
 LB1679
 LB1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1679.GEOID18 height accuracy estimate available here.
 LB1679
 LB1679.Click photographs - Photos may exist for this station.
 LB1679
 LB1679.The dynamic height is computed by dividing the NAVD 88
 LB1679.geopotential number by the normal gravity value computed on the
 LB1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1679.degrees latitude (g = 980.6199 gals.).
 LB1679
 LB1679.The modeled gravity was interpolated from observed gravity values.
 LB1679
 LB1679;                    North         East    Units  Estimated Accuracy
 LB1679;SPC IN W     -   542,480.      906,390.      MT  (+/- 180 meters Scaled)
 LB1679
 LB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK992427(NAD 83)
 LB1679
 LB1679                          SUPERSEDED SURVEY CONTROL
 LB1679
 LB1679  NGVD 29 (??/??/92)  253.512  (m)          831.73   (f) ADJ UNCH    2 0
 LB1679
 LB1679.Superseded values are not recommended for survey control.
 LB1679
 LB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1679.See file dsdata.pdf to determine how the superseded data were derived.
 LB1679
 LB1679_MARKER: DB = BENCH MARK DISK
 LB1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1679_STAMPING: H 96 1946
 LB1679_MARK LOGO: CGS
 LB1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1679+STABILITY: SURFACE MOTION
 LB1679
 LB1679  HISTORY     - Date     Condition        Report By
 LB1679  HISTORY     - 1946     MONUMENTED       CGS
 LB1679
 LB1679                          STATION DESCRIPTION
 LB1679
 LB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1679'0.4 MI E FROM ELMDALE.
 LB1679'ABOUT 0.4 MILE EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB1679'JUNCTION OF STATE HIGHWAY 55 AT ELMDALE, ABOUT 0.2 MILE WEST
 LB1679'OF A FARM HOUSE ON THE NORTH SIDE OF THE ROAD, AT A T FENCE
 LB1679'LEADING NORTH, 55 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 LB1679'TWIN WALNUT TREE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LB1679'2 FEET NORTHEAST OF THE T FENCE CORNER POST, 2 FEET WEST OF A
 LB1679'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE ROAD.  A
 LB1679'STANDARD DISK, STAMPED H 96 1946 AND SET IN THE TOP OF A CONCRETE
 LB1679'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1728 ***********************************************************************
 LB1728  DESIGNATION -  H 97
 LB1728  PID         -  LB1728
 LB1728  STATE/COUNTY-  IN/WARREN
 LB1728  COUNTRY     -  US
 LB1728  USGS QUAD   -  CHATTERTON (2019)
 LB1728
 LB1728                         *CURRENT SURVEY CONTROL
 LB1728  ______________________________________________________________________
 LB1728* NAD 83(1986) POSITION- 40 25 03.     (N) 087 12 03.     (W)   SCALED
 LB1728* NAVD 88 ORTHO HEIGHT -   215.934 (meters)      708.44  (feet) ADJUSTED
 LB1728  ______________________________________________________________________
 LB1728  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 LB1728  DYNAMIC HEIGHT  -        215.826 (meters)      708.09  (feet) COMP
 LB1728  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LB1728
 LB1728  VERT ORDER      -  SECOND    CLASS 0
 LB1728
 LB1728.The horizontal coordinates were scaled from a map and have
 LB1728.an estimated accuracy of +/- 6 seconds.
 LB1728
 LB1728.The orthometric height was determined by differential leveling and
 LB1728.adjusted by the NATIONAL GEODETIC SURVEY
 LB1728.in June 1991.
 LB1728
 LB1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1728.GEOID18 height accuracy estimate available here.
 LB1728
 LB1728.Click photographs - Photos may exist for this station.
 LB1728
 LB1728.The dynamic height is computed by dividing the NAVD 88
 LB1728.geopotential number by the normal gravity value computed on the
 LB1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1728.degrees latitude (g = 980.6199 gals.).
 LB1728
 LB1728.The modeled gravity was interpolated from observed gravity values.
 LB1728
 LB1728;                    North         East    Units  Estimated Accuracy
 LB1728;SPC IN W     -   573,880.      890,030.      MT  (+/- 180 meters Scaled)
 LB1728
 LB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK829741(NAD 83)
 LB1728
 LB1728                          SUPERSEDED SURVEY CONTROL
 LB1728
 LB1728  NGVD 29 (??/??/92)  216.001  (m)          708.66   (f) ADJ UNCH    2 0
 LB1728
 LB1728.Superseded values are not recommended for survey control.
 LB1728
 LB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1728.See file dsdata.pdf to determine how the superseded data were derived.
 LB1728
 LB1728_MARKER: DB = BENCH MARK DISK
 LB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1728_STAMPING: H 97 1946
 LB1728_MARK LOGO: CGS
 LB1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1728+STABILITY: SURFACE MOTION
 LB1728
 LB1728  HISTORY     - Date     Condition        Report By
 LB1728  HISTORY     - 1946     MONUMENTED       CGS
 LB1728
 LB1728                          STATION DESCRIPTION
 LB1728
 LB1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1728'5.7 MI W FROM GREEN HILL.
 LB1728'ABOUT 5.7 MILES WEST ALONG A ROAD LEADING TO RAINSVILLE VIA
 LB1728'MOUND CEMETERY FROM THE MASONIC BUILDING AT GREEN HILL, ABOUT
 LB1728'0.2 MILE EAST OF THE EAST ENTRANCE TO THE MOUND CEMETERY, AT A
 LB1728'RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND
 LB1728'WEST, AT A T FENCE SOUTH, 40 FEET NORTHEAST OF THE CENTER LINE
 LB1728'OF THE ROAD AT THE CENTER OF THE CURVE, 15 FEET NORTH OF A 16
 LB1728'INCH WALNUT TREE, 1.5 FEET WEST OF THE CORNER POST AT THE T
 LB1728'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LB1728'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 97 1946
 LB1728'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1728'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1516 ***********************************************************************
 LB1516  DESIGNATION -  H 98
 LB1516  PID         -  LB1516
 LB1516  STATE/COUNTY-  IN/WARREN
 LB1516  COUNTRY     -  US
 LB1516  USGS QUAD   -  CHATTERTON (2019)
 LB1516
 LB1516                         *CURRENT SURVEY CONTROL
 LB1516  ______________________________________________________________________
 LB1516* NAD 83(1986) POSITION- 40 25 55.     (N) 087 14 57.     (W)   SCALED
 LB1516* NAVD 88 ORTHO HEIGHT -   212.817 (meters)      698.22  (feet) ADJUSTED
 LB1516  ______________________________________________________________________
 LB1516  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 LB1516  DYNAMIC HEIGHT  -        212.711 (meters)      697.87  (feet) COMP
 LB1516  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LB1516
 LB1516  VERT ORDER      -  SECOND    CLASS 0
 LB1516
 LB1516.The horizontal coordinates were scaled from a map and have
 LB1516.an estimated accuracy of +/- 6 seconds.
 LB1516
 LB1516.The orthometric height was determined by differential leveling and
 LB1516.adjusted by the NATIONAL GEODETIC SURVEY
 LB1516.in June 1991.
 LB1516
 LB1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1516.GEOID18 height accuracy estimate available here.
 LB1516
 LB1516.Click photographs - Photos may exist for this station.
 LB1516
 LB1516.The dynamic height is computed by dividing the NAVD 88
 LB1516.geopotential number by the normal gravity value computed on the
 LB1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1516.degrees latitude (g = 980.6199 gals.).
 LB1516
 LB1516.The modeled gravity was interpolated from observed gravity values.
 LB1516
 LB1516;                    North         East    Units  Estimated Accuracy
 LB1516;SPC IN W     -   575,490.      885,930.      MT  (+/- 180 meters Scaled)
 LB1516
 LB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK788757(NAD 83)
 LB1516
 LB1516                          SUPERSEDED SURVEY CONTROL
 LB1516
 LB1516  NGVD 29 (??/??/92)  212.882  (m)          698.43   (f) ADJ UNCH    2 0
 LB1516
 LB1516.Superseded values are not recommended for survey control.
 LB1516
 LB1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1516.See file dsdata.pdf to determine how the superseded data were derived.
 LB1516
 LB1516_MARKER: DB = BENCH MARK DISK
 LB1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1516_STAMPING: H 98 1946
 LB1516_MARK LOGO: CGS
 LB1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1516+STABILITY: SURFACE MOTION
 LB1516
 LB1516  HISTORY     - Date     Condition        Report By
 LB1516  HISTORY     - 1946     MONUMENTED       CGS
 LB1516
 LB1516                          STATION DESCRIPTION
 LB1516
 LB1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1516'1.4 MI SE FROM PINE VILLAGE.
 LB1516'ABOUT 1.45 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB1516'OFFICE AT PINE VILLAGE, AT THE VILLAGE VIEW FARM, ABOUT 100 YARDS
 LB1516'SOUTH OF A CROSS ROAD, 65 FEET NORTHEAST OF THE NORTHEAST CORNER
 LB1516'OF A WHITE HOUSE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LB1516'19 FEET SOUTH OF POWER POLE NO. 716-930 WITH TRANSFORMER, 12
 LB1516'FEET NORTH OF THE CENTER LINE OF THE GRAVEL DRIVE WAY LEADING
 LB1516'TO THE FARM, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 LB1516'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 98 1946
 LB1516'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB1516'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0423 ***********************************************************************
 KA0423  DESIGNATION -  H H 81
 KA0423  PID         -  KA0423
 KA0423  STATE/COUNTY-  IN/OWEN
 KA0423  COUNTRY     -  US
 KA0423  USGS QUAD   -  QUINCY (2019)
 KA0423
 KA0423                         *CURRENT SURVEY CONTROL
 KA0423  ______________________________________________________________________
 KA0423* NAD 83(1986) POSITION- 39 25 19.     (N) 086 40 28.     (W)   SCALED
 KA0423* NAVD 88 ORTHO HEIGHT -   234.043 (meters)      767.86  (feet) ADJUSTED
 KA0423  ______________________________________________________________________
 KA0423  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 KA0423  DYNAMIC HEIGHT  -        233.909 (meters)      767.42  (feet) COMP
 KA0423  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA0423
 KA0423  VERT ORDER      -  SECOND    CLASS 0
 KA0423
 KA0423.The horizontal coordinates were scaled from a map and have
 KA0423.an estimated accuracy of +/- 6 seconds.
 KA0423
 KA0423.The orthometric height was determined by differential leveling and
 KA0423.adjusted by the NATIONAL GEODETIC SURVEY
 KA0423.in June 1991.
 KA0423
 KA0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0423.GEOID18 height accuracy estimate available here.
 KA0423
 KA0423.Click photographs - Photos may exist for this station.
 KA0423
 KA0423.The dynamic height is computed by dividing the NAVD 88
 KA0423.geopotential number by the normal gravity value computed on the
 KA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0423.degrees latitude (g = 980.6199 gals.).
 KA0423
 KA0423.The modeled gravity was interpolated from observed gravity values.
 KA0423
 KA0423;                    North         East    Units  Estimated Accuracy
 KA0423;SPC IN W     -   463,420.      935,210.      MT  (+/- 180 meters Scaled)
 KA0423
 KA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ280636(NAD 83)
 KA0423
 KA0423                          SUPERSEDED SURVEY CONTROL
 KA0423
 KA0423  NGVD 29 (??/??/92)  234.154  (m)          768.22   (f) ADJ UNCH    2 0
 KA0423
 KA0423.Superseded values are not recommended for survey control.
 KA0423
 KA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0423.See file dsdata.pdf to determine how the superseded data were derived.
 KA0423
 KA0423_MARKER: DB = BENCH MARK DISK
 KA0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0423_SP_SET: CULVERT HEADWALL
 KA0423_STAMPING: HH 81 1946
 KA0423_MARK LOGO: CGS
 KA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0423+STABILITY: SURFACE MOTION
 KA0423
 KA0423  HISTORY     - Date     Condition        Report By
 KA0423  HISTORY     - 1946     MONUMENTED       CGS
 KA0423
 KA0423                          STATION DESCRIPTION
 KA0423
 KA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0423'3 MI SE FROM QUINCY.
 KA0423'2.95 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0423'LOUISVILLE RAILWAY FROM THE STATION AT QUINCY, 440 FEET SOUTH
 KA0423'OF A FARM ROAD CROSSING, 35 FEET SOUTH OF A TELEPHONE POLE,
 KA0423'18 FEET EAST OF AND ABOUT 5.5 FEET BELOW THE CENTER LINE OF THE
 KA0423'TRACK, SET IN THE CENTER OF THE EAST HEAD WALL OF AN 8-FOOT
 KA0423'STONE CULVERT.  A STANDARD DISK, STAMPED H H 81 1946, SET IN
 KA0423'A DRILL HOLE.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0423'RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2121 ***********************************************************************
 LA2121  DESIGNATION -  HACKLE
 LA2121  PID         -  LA2121
 LA2121  STATE/COUNTY-  IN/GRANT
 LA2121  COUNTRY     -  US
 LA2121  USGS QUAD   -  FAIRMOUNT (2019)
 LA2121
 LA2121                         *CURRENT SURVEY CONTROL
 LA2121  ______________________________________________________________________
 LA2121* NAD 83(1997) POSITION- 40 25 17.99953(N) 085 44 11.63824(W)   ADJUSTED
 LA2121* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 LA2121  ______________________________________________________________________
 LA2121  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LA2121  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 LA2121  HORZ ORDER      -  SECOND
 LA2121
 LA2121.The horizontal coordinates were established by classical geodetic methods
 LA2121.and adjusted by the National Geodetic Survey in May 1999.
 LA2121
 LA2121.The orthometric height was scaled from a topographic map.
 LA2121
 LA2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2121.GEOID18 height accuracy estimate available here.
 LA2121
 LA2121.Click photographs - Photos may exist for this station.
 LA2121
 LA2121.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2121
 LA2121. The following values were computed from the NAD 83(1997) position.
 LA2121
 LA2121;                    North         East     Units Scale Factor Converg.
 LA2121;SPC IN E     -   574,339.721    94,068.086   MT  0.99996710   -0 02 43.2
 LA2121;SPC IN E     - 1,884,312.90    308,621.71   sFT  0.99996710   -0 02 43.2
 LA2121;UTM  16      - 4,475,326.102   607,181.442   MT  0.99974141   +0 49 09.5
 LA2121
 LA2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2121!SPC IN E     -   0.99996335  x   0.99996710  =   0.99993046
 LA2121!UTM  16      -   0.99996335  x   0.99974141  =   0.99970477
 LA2121
 LA2121:                Primary Azimuth Mark                     Grid Az
 LA2121:SPC IN E     -  HACKLE AZ MK                             046 39 27.0
 LA2121:UTM  16      -  HACKLE AZ MK                             045 47 34.3
 LA2121
 LA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0718175326(NAD 83)
 LA2121
 LA2121|---------------------------------------------------------------------|
 LA2121| PID    Reference Object                     Distance      Geod. Az  |
 LA2121|                                                           dddmmss.s |
 LA2121| CC9284 HACKLE AZ MK                                       0463643.8 |
 LA2121| CC9286 HACKLE RM 2                          32.409 METERS 05929     |
 LA2121| CC9285 HACKLE RM 1                          35.131 METERS 32859     |
 LA2121|---------------------------------------------------------------------|
 LA2121
 LA2121                          SUPERSEDED SURVEY CONTROL
 LA2121
 LA2121  NAD 83(1995)-  40 25 18.00278(N)    085 44 11.65144(W) AD(       ) 2
 LA2121  NAD 83(1986)-  40 25 18.00289(N)    085 44 11.65177(W) AD(       ) 2
 LA2121  NAD 27      -  40 25 17.86230(N)    085 44 11.73040(W) AD(       ) 2
 LA2121
 LA2121.Superseded values are not recommended for survey control.
 LA2121
 LA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2121.See file dsdata.pdf to determine how the superseded data were derived.
 LA2121
 LA2121_MARKER: DS = TRIANGULATION STATION DISK
 LA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2121_STAMPING: HACKLE 1948
 LA2121_MARK LOGO: CGS
 LA2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2121+STABILITY: SURFACE MOTION
 LA2121
 LA2121  HISTORY     - Date     Condition        Report By
 LA2121  HISTORY     - 1948     MONUMENTED       CGS
 LA2121
 LA2121                          STATION DESCRIPTION
 LA2121
 LA2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2121'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF MARION, 5 MILES WEST OF
 LA2121'FAIRMOUNT AND 4 MILES EAST OF POINT ISABEL IN THE SOUTHWEST ANGLE OF
 LA2121'THE JUNCTION OF STATE HIGHWAYS 26 AND 37 ON HIGHWAY PROPERTY.
 LA2121'
 LA2121'IT IS 112 FEET WEST OF CENTER OF HIGHWAY 37 AND 8 FEET SOUTH OF A
 LA2121'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2121'STAMPED HACKLE 1948.
 LA2121'
 LA2121'REFERENCE MARK NO. 1 IS 115.26 FEET NORTHWEST OF STATION.  IT IS 55
 LA2121'FEET SOUTH OF CENTER OF HIGHWAY 26 AND 1 FOOT EAST OF A TELEPHONE
 LA2121'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HACKLE
 LA2121'NO 1 1948.
 LA2121'
 LA2121'REFERENCE MARK NO. 2 IS 106.33 FEET NORTHEAST OF STATION.  IT IS 78
 LA2121'FEET WEST OF CENTER OF HIGHWAY 37.  THE MARK PROJECTS ABOUT 6 INCHES
 LA2121'AND THE DISK IS STAMPED HACKLE NO 2 1948.
 LA2121'
 LA2121'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF STATION.  IT IS 50 FEET EAST OF
 LA2121'CENTER OF HIGHWAY 37, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A
 LA2121'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LA2121'STAMPED HACKLE 1948.
 LA2121'
 LA2121'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 9, WHICH
 LA2121'IS 2.5 MILES SOUTH OF MARION, GO SOUTHWEST ON HIGHWAY 37 FOR 6.85
 LA2121'MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTHWEST ON
 LA2121'HIGHWAY FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 LA2121'
 LA2121'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1724 ***********************************************************************
 JZ1724  DESIGNATION -  HAGERSTOWN
 JZ1724  PID         -  JZ1724
 JZ1724  STATE/COUNTY-  IN/WAYNE
 JZ1724  COUNTRY     -  US
 JZ1724  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1724
 JZ1724                         *CURRENT SURVEY CONTROL
 JZ1724  ______________________________________________________________________
 JZ1724* NAD 83(1986) POSITION- 39 54 39.4    (N) 085 09 41.6    (W)   HD_HELD2
 JZ1724* NAVD 88 ORTHO HEIGHT -   307.178 (meters)     1007.80  (feet) ADJUSTED
 JZ1724  ______________________________________________________________________
 JZ1724  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JZ1724  DYNAMIC HEIGHT  -        307.003 (meters)     1007.23  (feet) COMP
 JZ1724  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 JZ1724
 JZ1724  VERT ORDER      -  SECOND    CLASS 0
 JZ1724
 JZ1724.The horizontal coordinates were established by autonomous hand held GPS
 JZ1724.observations and have an estimated accuracy of +/- 10 meters.
 JZ1724
 JZ1724.The orthometric height was determined by differential leveling and
 JZ1724.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1724.in June 1991.
 JZ1724
 JZ1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1724.GEOID18 height accuracy estimate available here.
 JZ1724
 JZ1724.Click photographs - Photos may exist for this station.
 JZ1724
 JZ1724.The dynamic height is computed by dividing the NAVD 88
 JZ1724.geopotential number by the normal gravity value computed on the
 JZ1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1724.degrees latitude (g = 980.6199 gals.).
 JZ1724
 JZ1724.The modeled gravity was interpolated from observed gravity values.
 JZ1724
 JZ1724;                    North         East    Units  Estimated Accuracy
 JZ1724;SPC IN E     -   517,752.      143,188.      MT  (+/- 10 meters HH2 GPS)
 JZ1724
 JZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5713719490(NAD 83)
 JZ1724
 JZ1724                          SUPERSEDED SURVEY CONTROL
 JZ1724
 JZ1724  NGVD 29 (??/??/92)  307.317  (m)         1008.26   (f) ADJ UNCH    2 0
 JZ1724
 JZ1724.Superseded values are not recommended for survey control.
 JZ1724
 JZ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1724.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1724
 JZ1724_MARKER: DB = BENCH MARK DISK
 JZ1724_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1724+WITH SETTING: PAVEMENT
 JZ1724_SP_SET: LIGHT BASE
 JZ1724_STAMPING: HAGERSTOWN 1934
 JZ1724_MARK LOGO: CGS
 JZ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1724+STABILITY: SURFACE MOTION
 JZ1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1724+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 JZ1724
 JZ1724  HISTORY     - Date     Condition        Report By
 JZ1724  HISTORY     - 1934     MONUMENTED       CGS
 JZ1724  HISTORY     - 20050707 GOOD             GEOCAC
 JZ1724  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1724
 JZ1724                          STATION DESCRIPTION
 JZ1724
 JZ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1724'AT HAGERSTOWN.
 JZ1724'AT HAGERSTOWN, WAYNE COUNTY, AT THE POST OFFICE, IN THE SOUTH
 JZ1724'FACE OF THE CONCRETE BASE OF THE WEST ENTRANCE LAMP, 27.1
 JZ1724'FEET EAST OF THE EAST CURB OF A DRIVEWAY, 25.9 FEET WEST OF THE
 JZ1724'CENTER OF THE BUILDING, 16.8 FEET NORTH OF THE NORTH CURB OF
 JZ1724'MAIN STREET, AND 1.6 FEET ABOVE THE TOP STEP.  A STANDARD DISK,
 JZ1724'STAMPED HAGERSTOWN 1934 AND SET VERTICALLY.
 JZ1724
 JZ1724                          STATION RECOVERY (2005)
 JZ1724
 JZ1724'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1724'RECOVERED IN GOOD CONDITION.
 JZ1724
 JZ1724                          STATION RECOVERY (2006)
 JZ1724
 JZ1724'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1724'RECOVERED AS DESCRIBED, IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 JZ1724'OF PLUM STREET AND WEST MAIN STREET (HWY 38).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1698 ***********************************************************************
 JA1698  DESIGNATION -  HALFMOON
 JA1698  PID         -  JA1698
 JA1698  STATE/COUNTY-  IN/ORANGE
 JA1698  COUNTRY     -  US
 JA1698  USGS QUAD   -  PAOLI (2019)
 JA1698
 JA1698                         *CURRENT SURVEY CONTROL
 JA1698  ______________________________________________________________________
 JA1698* NAD 83(1997) POSITION- 38 31 53.60886(N) 086 24 51.79381(W)   ADJUSTED
 JA1698* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 JA1698  ______________________________________________________________________
 JA1698  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 JA1698  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 JA1698  HORZ ORDER      -  SECOND
 JA1698
 JA1698.The horizontal coordinates were established by classical geodetic methods
 JA1698.and adjusted by the National Geodetic Survey in May 1999.
 JA1698
 JA1698.The orthometric height was scaled from a topographic map.
 JA1698
 JA1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1698.GEOID18 height accuracy estimate available here.
 JA1698
 JA1698.Click photographs - Photos may exist for this station.
 JA1698
 JA1698.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1698
 JA1698. The following values were computed from the NAD 83(1997) position.
 JA1698
 JA1698;                    North         East     Units Scale Factor Converg.
 JA1698;SPC IN W     -   364,707.918   958,326.910   MT  1.00000855   +0 25 00.2
 JA1698;SPC IN W     - 1,196,545.89  3,144,110.87   sFT  1.00000855   +0 25 00.2
 JA1698;UTM  16      - 4,264,957.660   551,042.106   MT  0.99963208   +0 21 53.3
 JA1698
 JA1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1698!SPC IN W     -   0.99997168  x   1.00000855  =   0.99998023
 JA1698!UTM  16      -   0.99997168  x   0.99963208  =   0.99960377
 JA1698
 JA1698:                Primary Azimuth Mark                     Grid Az
 JA1698:SPC IN W     -  PAOLI LOOKOUT TOWER                      203 43 55.1
 JA1698:UTM  16      -  PAOLI LOOKOUT TOWER                      203 47 02.0
 JA1698
 JA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5104264957(NAD 83)
 JA1698
 JA1698|---------------------------------------------------------------------|
 JA1698| PID    Reference Object                     Distance      Geod. Az  |
 JA1698|                                                           dddmmss.s |
 JA1698| CG7955 HALFMOON RM 1                        41.590 METERS 14714     |
 JA1698| JA1697 TT 30 DWP                           378.505 METERS 16120     |
 JA1698| JA1790 PAOLI LOOKOUT TOWER                 APPROX. 5.0 KM 2040855.3 |
 JA1698| CG7956 HALFMOON RM 2                        30.754 METERS 22815     |
 JA1698|---------------------------------------------------------------------|
 JA1698
 JA1698                          SUPERSEDED SURVEY CONTROL
 JA1698
 JA1698  NAD 83(1986)-  38 31 53.61407(N)    086 24 51.79742(W) AD(       ) 2
 JA1698  NAD 27      -  38 31 53.41300(N)    086 24 51.84900(W) AD(       ) 2
 JA1698
 JA1698.Superseded values are not recommended for survey control.
 JA1698
 JA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1698.See file dsdata.pdf to determine how the superseded data were derived.
 JA1698
 JA1698_MARKER: DS = TRIANGULATION STATION DISK
 JA1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1698_STAMPING: HALFMOON 1946
 JA1698_MARK LOGO: CGS
 JA1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1698+STABILITY: SURFACE MOTION
 JA1698
 JA1698  HISTORY     - Date     Condition        Report By
 JA1698  HISTORY     - 1946     MONUMENTED       CGS
 JA1698  HISTORY     - 1967     GOOD             CGS
 JA1698
 JA1698                          STATION DESCRIPTION
 JA1698
 JA1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1698'STATION IS LOCATED ABOUT 3-1/4 MILES EAST-SOUTHEAST OF PAOLI, ABOUT
 JA1698'300 YARDS NORTH OF STATE HIGHWAY 150, IT IS ON A RIDGE WHICH IS
 JA1698'IN PASTURE LAND BETWEEN A PLOWED FIELD TO THE WEST AND A TIMBERED
 JA1698'KNOLL TO THE EAST. IT IS 6 FEET WEST-SOUTHWEST OF A WHITE
 JA1698'WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1698'HALFMOON 1946.
 JA1698'
 JA1698'REFERENCE MARK NO. 1 IS 100.90 FEET SOUTH OF THE STATION, 10.5 FEET
 JA1698'NORTH OF A WIRE FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE
 JA1698'DISK IS STAMPED HALFMOON NO 1 1946.
 JA1698'
 JA1698'REFERENCE MARK NO. 2 IS 136.45 FEET SOUTHWEST OF THE STATION, 1 FOOT
 JA1698'NORTH OF A WIRE FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE
 JA1698'DISK IS STAMPED HALFMOON NO. 2 1946.
 JA1698'
 JA1698'STATION TT 30 DWP USGS WAS USED FOR THE AZIMUTH MARK.
 JA1698'
 JA1698'TO REACH FROM PAOLI, GO EAST AND SOUTHEAST ON STATE HIGHWAY 150, FOR
 JA1698'3.6 MILES TO AN ABANDONED ROAD-HOUSE ON THE LEFT, TURN LEFT
 JA1698'AND GO EAST ACROSS AN OPEN FIELD FOR 0.15 MILES TO A WIRE FENCE LINE
 JA1698'ON THE SOUTH SIDE OF THE PASTURE AND THE STATION ABOUT 45 YARDS
 JA1698'NORTH OF THE FENCE.
 JA1698'
 JA1698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1698
 JA1698                          STATION RECOVERY (1967)
 JA1698
 JA1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1698'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 JA1698'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE ROAD HOUSE MENTIONED
 JA1698'IN THE PREVIOUS DESCRIPTION IS GONE.  THE RIDGE IS NOW COVERED WITH
 JA1698'CEDAR TREES.  THE STATION IS NORTHEAST OF UNCLE JOHNS CIDER PLACE
 JA1698'AND ABOUT 150 FEET NORTHEAST OF THE FENCE CORNER BETWEEN THE
 JA1698'PASTURE AND THE CEDAR GROVE WHICH COVERS THE RIDGE.
 JA1698'
 JA1698'REFERENCE MARK 2 IS 24 FEET EAST OF THE FENCE CORNER.
 JA1698'
 JA1698'STATION IS ON THE PROPERTY OF MR. RAYMOND BROWN.
 JA1698'
 JA1698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 JA1698'EAST OF PAOLI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2003 ***********************************************************************
 KA2003  DESIGNATION -  HALL
 KA2003  PID         -  KA2003
 KA2003  STATE/COUNTY-  IN/MORGAN
 KA2003  COUNTRY     -  US
 KA2003  USGS QUAD   -  HALL (2019)
 KA2003
 KA2003                         *CURRENT SURVEY CONTROL
 KA2003  ______________________________________________________________________
 KA2003* NAD 83(1997) POSITION- 39 32 46.58678(N) 086 32 13.17415(W)   ADJUSTED
 KA2003* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 KA2003  ______________________________________________________________________
 KA2003  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 KA2003  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 KA2003  HORZ ORDER      -  FIRST
 KA2003
 KA2003.The horizontal coordinates were established by classical geodetic methods
 KA2003.and adjusted by the National Geodetic Survey in May 1999.
 KA2003
 KA2003.The orthometric height was scaled from a topographic map.
 KA2003
 KA2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2003.GEOID18 height accuracy estimate available here.
 KA2003
 KA2003.Click photographs - Photos may exist for this station.
 KA2003
 KA2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2003
 KA2003. The following values were computed from the NAD 83(1997) position.
 KA2003
 KA2003;                    North         East     Units Scale Factor Converg.
 KA2003;SPC IN W     -   477,284.559   946,960.010   MT  0.99999381   +0 20 52.3
 KA2003;SPC IN W     - 1,565,891.09  3,106,817.97   sFT  0.99999381   +0 20 52.3
 KA2003;UTM  16      - 4,377,502.403   539,782.573   MT  0.99961948   +0 17 41.3
 KA2003
 KA2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2003!SPC IN W     -   0.99996423  x   0.99999381  =   0.99995804
 KA2003!UTM  16      -   0.99996423  x   0.99961948  =   0.99958372
 KA2003
 KA2003:                Primary Azimuth Mark                     Grid Az
 KA2003:SPC IN W     -  HALL AZ MK                               283 25 35.3
 KA2003:UTM  16      -  HALL AZ MK                               283 28 46.3
 KA2003
 KA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3978277502(NAD 83)
 KA2003
 KA2003|---------------------------------------------------------------------|
 KA2003| PID    Reference Object                     Distance      Geod. Az  |
 KA2003|                                                           dddmmss.s |
 KA2003| AI5675 HALL RM 1                            48.219 METERS 11721     |
 KA2003| CC9288 HALL RM 2                            27.698 METERS 22325     |
 KA2003| KA2012 CLOVERDALE MUNICIPAL TANK           APPROX.22.3 KM 2611747.5 |
 KA2003| CC9287 HALL AZ MK                                         2834627.6 |
 KA2003|---------------------------------------------------------------------|
 KA2003
 KA2003                          SUPERSEDED SURVEY CONTROL
 KA2003
 KA2003  NAD 83(1986)-  39 32 46.58988(N)    086 32 13.17042(W) AD(       ) 1
 KA2003  NAD 27      -  39 32 46.41900(N)    086 32 13.17900(W) AD(       ) 1
 KA2003
 KA2003.Superseded values are not recommended for survey control.
 KA2003
 KA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2003.See file dsdata.pdf to determine how the superseded data were derived.
 KA2003
 KA2003_MARKER: DS = TRIANGULATION STATION DISK
 KA2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2003_STAMPING: HALL 1939
 KA2003_MARK LOGO: CGS
 KA2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2003+STABILITY: SURFACE MOTION
 KA2003
 KA2003  HISTORY     - Date     Condition        Report By
 KA2003  HISTORY     - 1939     MONUMENTED       CGS
 KA2003  HISTORY     - 1948     GOOD             CGS
 KA2003
 KA2003                          STATION DESCRIPTION
 KA2003
 KA2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2003'THE STATION IS ON THE HIGHEST PART OF A KNOLL IN A PASTURE OWNED BY
 KA2003'MR. RAY B. WILHITE, WHO LIVES AT THE FOOT OF THE HILL IN THE S
 KA2003'EDGE OF THE VILLAGE OF HALL. THE MARK PROJECTS ABOVE 4 INCHES, IS
 KA2003'ABOUT 150 FEET N OF AN OSAGE ORANGE FENCE ROW, ABOUT 160 FEET SE
 KA2003'OF A FENCE CORNER AND ABOUT 300 FEET W OF CENTER LINE OF A NS ROAD,
 KA2003'3.5 FEET SW OF A STANDARD REFERENCE POST. THE DISK IS STAMPED
 KA2003'HALL 1939.
 KA2003'
 KA2003'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA2003'BRONZE DISKS IN CONCRETE.
 KA2003'
 KA2003'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 150 FEET W OF NS FENCE
 KA2003'AND OSAGE HEDGE, 13 FEET N OF ROW OF OSAGE TREES, 4 FEET WNW OF A
 KA2003'STANDARD REFERENCE POST. MARK PROJECTS 6 INCHES AND ISSTAMPED HALL
 KA2003'NO. 1, 1939. REFERENCE MARK NO. 2 IS SW OF THE STATION, 8 FEET SE
 KA2003'OF A DEAD TREE, 16 FEET N OF OSAGE ORANGE HEDGE ROW AND 4 FEET N OF A
 KA2003'STANDARD REFERENCE POST. THE MARK PROJECTS 6 INCHES AND IS
 KA2003'STAMPED HALL NO. 2, 1939.
 KA2003'
 KA2003'THE AZIMUTH MARK IS ABOUT 0.9 MILE W BY N OF THE STATION ON PROPERTY
 KA2003'OWNED BY MR. E.E. HURT, IN THE TOP OF A REINFORCED
 KA2003'CONCRETE END POST 14 INCHES IN DIAMETER AND 4.5 FEET HIGH, AT THE SW
 KA2003'CORNER OF THE W BARN LOT OF BARN NO.  1, AT THE E END OF THE GATE
 KA2003'IN THE EW FENCE CORNER. THE DISK IS STAMPED HALL 1939.
 KA2003'
 KA2003'TO REACH THE AZIMUTH FROM THE POST OFFICE IN HALL GO W ON GRAVEL ROAD
 KA2003'0.7 MILE TO WHITE BARN ON LEFT MARKED E.E. HURT STOCK FARM NO. 1,
 KA2003'TURN LEFT INTO BARNYARD AND THROUGH GATE AT NW CORNER OF BARN TO MARK
 KA2003'AT OPPOSITE CORNER.
 KA2003'
 KA2003'TO REACH THE STATION FROM POST OFFICE IN HALL GO E TO CROSS ROAD, 0.1
 KA2003'MILE, TURN RIGHT AND GO 0.15 MILE TO DRIVEWAY ON RIGHT, TURN
 KA2003'RIGHT AND GO THROUGH GATE AT SE CORNER OF BARN, TURN SHARP LEFT TO
 KA2003'PASTURE AND MARK AT TOP OF HILL.
 KA2003'
 KA2003'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KA2003
 KA2003                          STATION RECOVERY (1948)
 KA2003
 KA2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1797 ***********************************************************************
 JA1797  DESIGNATION -  HALL
 JA1797  PID         -  JA1797
 JA1797  STATE/COUNTY-  IN/DUBOIS
 JA1797  COUNTRY     -  US
 JA1797  USGS QUAD   -  CUZCO (2019)
 JA1797
 JA1797                         *CURRENT SURVEY CONTROL
 JA1797  ______________________________________________________________________
 JA1797* NAD 83(1997) POSITION- 38 28 54.51738(N) 086 44 55.92499(W)   ADJUSTED
 JA1797* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 JA1797  ______________________________________________________________________
 JA1797  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 JA1797  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 JA1797  HORZ ORDER      -  SECOND
 JA1797
 JA1797.The horizontal coordinates were established by classical geodetic methods
 JA1797.and adjusted by the National Geodetic Survey in May 1999.
 JA1797
 JA1797.The orthometric height was scaled from a topographic map.
 JA1797
 JA1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1797.GEOID18 height accuracy estimate available here.
 JA1797
 JA1797.Click photographs - Photos may exist for this station.
 JA1797
 JA1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1797
 JA1797. The following values were computed from the NAD 83(1997) position.
 JA1797
 JA1797;                    North         East     Units Scale Factor Converg.
 JA1797;SPC IN W     -   359,026.702   929,182.733   MT  0.99997715   +0 12 29.3
 JA1797;SPC IN W     - 1,177,906.77  3,048,493.68   sFT  0.99997715   +0 12 29.3
 JA1797;UTM  16      - 4,259,304.952   521,903.694   MT  0.99960591   +0 09 22.6
 JA1797
 JA1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1797!SPC IN W     -   0.99996971  x   0.99997715  =   0.99994686
 JA1797!UTM  16      -   0.99996971  x   0.99960591  =   0.99957563
 JA1797
 JA1797:                Primary Azimuth Mark                     Grid Az
 JA1797:SPC IN W     -  HALL AZ MK                               279 15 50.8
 JA1797:UTM  16      -  HALL AZ MK                               279 18 57.5
 JA1797
 JA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2190359304(NAD 83)
 JA1797
 JA1797|---------------------------------------------------------------------|
 JA1797| PID    Reference Object                     Distance      Geod. Az  |
 JA1797|                                                           dddmmss.s |
 JA1797| JA1798 77 CH                                29.139 METERS 05415     |
 JA1797| AI5703 HALL RM 2                            35.956 METERS 14551     |
 JA1797| JA1867 HALL AZ MK                          APPROX. 1.9 KM 2792820.1 |
 JA1797|---------------------------------------------------------------------|
 JA1797
 JA1797                          SUPERSEDED SURVEY CONTROL
 JA1797
 JA1797  NAD 83(1993)-  38 28 54.52393(N)    086 44 55.92632(W) AD(       ) 2
 JA1797  NAD 83(1986)-  38 28 54.52414(N)    086 44 55.92792(W) AD(       ) 2
 JA1797  NAD 27      -  38 28 54.32700(N)    086 44 55.95200(W) AD(       ) 2
 JA1797
 JA1797.Superseded values are not recommended for survey control.
 JA1797
 JA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1797.See file dsdata.pdf to determine how the superseded data were derived.
 JA1797
 JA1797_MARKER: DS = TRIANGULATION STATION DISK
 JA1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1797_STAMPING: HALL 1946
 JA1797_MARK LOGO: CGS
 JA1797_PROJECTION: RECESSED 30 CENTIMETERS
 JA1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1797+STABILITY: SURFACE MOTION
 JA1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1797+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 JA1797
 JA1797  HISTORY     - Date     Condition        Report By
 JA1797  HISTORY     - 1946     MONUMENTED       CGS
 JA1797  HISTORY     - 19970101 GOOD             INDNR
 JA1797
 JA1797                          STATION DESCRIPTION
 JA1797
 JA1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1797'THIS STATION IS ON A PROMINENT CULTIVATED HILL ON THE FARM OWNED BY MR
 JA1797'LLYOD HALL.  IT IS ABOUT 1 MILE AIRLINE SOUTH FROM THE CRYSTAL STORE
 JA1797'AND ABOUT 9 MILES EAST FROM HAYSVILLE.  THE STATION IS ABOUT 300 YARDS
 JA1797'SOUTHEAST FROM THE HALL HOUSE AND IS 50 YARDS FROM THE NARROW ROAD
 JA1797'THAT LEADS UP OVER THE HILL.  IT IS 67.5 FEET SOUTHWEST OF A 25-INCH
 JA1797'BLACK OAK, 48 FEET WEST OF A WIRE FENCE.  THE MARK IS 1 FOOT
 JA1797'UNDERGROUND AND THE DISK IS STAMPED HALL 1946.
 JA1797'
 JA1797'SERVING AS REFERENCE MARK NO 1, 77 CH 1941 (USGS) IS 95.60 FEET
 JA1797'NORTHEAST OF THE STATION, 14 FEET EAST OF A WIRE FENCE, 40 FEET NORTH
 JA1797'OF A 25-INCH BLACK OAK AND 14 FEET WEST OF A FARM DIRT ROAD.  THE MARK
 JA1797'PROJECTS 6 INCHES AND THE DISK IS STAMPED 77 CH 1941 (USGS)
 JA1797'
 JA1797'REFERENCE MARK NO 2 IS 117.97 FEET SOUTHEAST OF THE STATION, 8 INCHES
 JA1797'WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1797'STAMPED HALL NO 2 1946.
 JA1797'
 JA1797'THE AZIMUTH MARK IS ABOUT 1 MILE WEST OF THE STATION, 18 FEET SOUTH OF
 JA1797'THE CENTERLINE OF STATE HIGHWAY 56, AND 13.4 FEET EAST-NORTHEAST OF A
 JA1797'TELEPHONE POLE NO 995, 1 FOOT SOUTH OF THE ROAD GUARD RAIL.  THE MARK
 JA1797'PROJECTS 2 INCHES AND THE DISK IS STAMPED HALL 1946.
 JA1797'
 JA1797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 GO EAST ON
 JA1797'STATE HIGHWAY 56 FOR 09.5 TO A SMALL TILE CHURCH ON THE RIGHT WHICH IS
 JA1797'IN THE WEST PART OF THE SMALL CRYSTAL SETTLEMENT, TURN RIGHT AT THE
 JA1797'WEST SIDE OF THE CHURCH AND GO SOUTH ON A NARROW ROAD 0.4 MILE, TAKE
 JA1797'THE LEFT FORK AND GO SOUTHEAST UP THE STEEP HILL ROAD 0.5 MILE TO A
 JA1797'T-ROAD TO THE RIGHT AT THE TOP OF THE GRADE, TURN RIGHT HERE AND GO
 JA1797'SOUTH ABOUT 50 YARDS TO THE TOP OF THE HILL AT THE BIG BLACK OAK AND
 JA1797'THE STATION IS ON THE RIGHT.
 JA1797'
 JA1797'TO REACH THE AZIMUTH MARK FROM THE TILE CHURCH AT THE HIGHWAY, TURN
 JA1797'LEFT AND GO 0.9 MILE TO THE WHITE GUARD RAIL ALONG THE LEFT SIDE OF
 JA1797'THE ROAD AND THE AZIMUTH ON THE LEFT.
 JA1797'
 JA1797'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1797
 JA1797                          STATION RECOVERY (1997)
 JA1797
 JA1797'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA1797'ADD TO DESCRIPTION PLUS 200 FT (61.0 M) SOUTH OF THE CENTERLINE OF
 JA1797'GRAVEL ROAD, 29.6 FT (9.0 M) SOUTHWEST OF THE SOUTHWEST METAL FENCE
 JA1797'CORNER POST 117.4 FT (35.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA1797'BRICK HOUSE -NO 8570-, 121.0 FT (36.9 M) SOUTHWEST OF THE SOUTH CORNER
 JA1797'OF THE BRICK HOUSE -NO 8570-, 1.0 FT (0.3 M) BELOW THE SURFACE OF THE
 JA1797'GROUND.  SUCESSFUL GPS OBSV AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1867 ***********************************************************************
 JA1867  DESIGNATION -  HALL AZ MK
 JA1867  PID         -  JA1867
 JA1867  STATE/COUNTY-  IN/DUBOIS
 JA1867  COUNTRY     -  US
 JA1867  USGS QUAD   -  DUBOIS (2019)
 JA1867
 JA1867                         *CURRENT SURVEY CONTROL
 JA1867  ______________________________________________________________________
 JA1867* NAD 83(1997) POSITION- 38 29 04.45892(N) 086 46 11.78470(W)   ADJUSTED
 JA1867* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 JA1867  ______________________________________________________________________
 JA1867  GEOID HEIGHT    -        -32.792 (meters)                     GEOID18
 JA1867  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 JA1867  HORZ ORDER      -  THIRD
 JA1867
 JA1867.The horizontal coordinates were established by classical geodetic methods
 JA1867.and adjusted by the National Geodetic Survey in May 1999.
 JA1867
 JA1867.The orthometric height was scaled from a topographic map.
 JA1867
 JA1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1867.GEOID18 height accuracy estimate available here.
 JA1867
 JA1867.Click photographs - Photos may exist for this station.
 JA1867
 JA1867.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1867
 JA1867. The following values were computed from the NAD 83(1997) position.
 JA1867
 JA1867;                    North         East     Units Scale Factor Converg.
 JA1867;SPC IN W     -   359,326.771   927,343.100   MT  0.99997587   +0 11 42.1
 JA1867;SPC IN W     - 1,178,891.25  3,042,458.15   sFT  0.99997587   +0 11 42.1
 JA1867;UTM  16      - 4,259,606.574   520,065.016   MT  0.99960496   +0 08 35.4
 JA1867
 JA1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1867!SPC IN W     -   0.99998100  x   0.99997587  =   0.99995687
 JA1867!UTM  16      -   0.99998100  x   0.99960496  =   0.99958597
 JA1867
 JA1867:                Primary Azimuth Mark                     Grid Az
 JA1867:SPC IN W     -  HALL                                     099 15 50.9
 JA1867:UTM  16      -  HALL                                     099 18 57.6
 JA1867
 JA1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2006559606(NAD 83)
 JA1867
 JA1867|---------------------------------------------------------------------|
 JA1867| PID    Reference Object                     Distance      Geod. Az  |
 JA1867|                                                           dddmmss.s |
 JA1867| JA1871 CRYSTAL                             APPROX. 0.5 KM 0600711.4 |
 JA1867| JA1870 HALL AZ MK TEMP                     337.153 METERS 08957     |
 JA1867| JA1797 HALL                                APPROX. 1.9 KM 0992733.0 |
 JA1867|---------------------------------------------------------------------|
 JA1867
 JA1867                          SUPERSEDED SURVEY CONTROL
 JA1867
 JA1867  NAD 83(1993)-  38 29 04.46535(N)    086 46 11.78611(W) AD(       ) 3
 JA1867  NAD 83(1986)-  38 29 04.46567(N)    086 46 11.78715(W) AD(       ) 3
 JA1867  NAD 27      -  38 29 04.26900(N)    086 46 11.81100(W) AD(       ) 3
 JA1867
 JA1867.Superseded values are not recommended for survey control.
 JA1867
 JA1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1867.See file dsdata.pdf to determine how the superseded data were derived.
 JA1867
 JA1867_MARKER: DZ = AZIMUTH MARK DISK
 JA1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1867_STAMPING: HALL 1946
 JA1867_MARK LOGO: CGS
 JA1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1867+STABILITY: SURFACE MOTION
 JA1867
 JA1867  HISTORY     - Date     Condition        Report By
 JA1867  HISTORY     - 1946     MONUMENTED       CGS
 JA1867
 JA1867                          STATION DESCRIPTION
 JA1867
 JA1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1867'THIS STATION IS 0.8 MILE WEST OF THE SMALL TILE CHURCH IN CRYSTAL, BY
 JA1867'WAY OF STATE HIGHWAY 56.
 JA1867'THE MARK IS LOCATED AT A CURVE, 18 FEET SOUTH OF
 JA1867'THE CENTERLINE OF THE HIGHWAY, 13
 JA1867'FEET EAST-NORTHEAST OF TELEPHONE
 JA1867'POLE NO 995, AND 1 FOOT SOUTH OF A LINE OF HIGHWAY
 JA1867'GOARD POSTS.  THE
 JA1867'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HALL 1946.
 JA1867'
 JA1867'STATION HALL IS THE AZIMUTH MARK FOR THIS STATION, AND IS LOCATED
 JA1867'ABOUT 1 MILE EAST.
 JA1867'
 JA1867'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2735 ***********************************************************************
 LB2735  DESIGNATION -  HAM 51
 LB2735  PID         -  LB2735
 LB2735  STATE/COUNTY-  IN/HAMILTON
 LB2735  COUNTRY     -  US
 LB2735  USGS QUAD   -  WESTFIELD (2019)
 LB2735
 LB2735                         *CURRENT SURVEY CONTROL
 LB2735  ______________________________________________________________________
 LB2735* NAD 83(2011) POSITION- 40 04 03.48757(N) 086 11 11.76824(W)   ADJUSTED
 LB2735* NAD 83(2011) ELLIP HT-   250.121 (meters)        (06/27/12)   ADJUSTED
 LB2735* NAD 83(2011) EPOCH   -  2010.00
 LB2735* NAVD 88 ORTHO HEIGHT -   284.53  (meters)      933.5   (feet) LEVELING
 LB2735  ______________________________________________________________________
 LB2735  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 LB2735  NAD 83(2011) X  -    325,091.830 (meters)                     COMP
 LB2735  NAD 83(2011) Y  - -4,877,245.879 (meters)                     COMP
 LB2735  NAD 83(2011) Z  -  4,083,896.655 (meters)                     COMP
 LB2735  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LB2735  VERT ORDER      -  THIRD ?
 LB2735
 LB2735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2735  Standards:
 LB2735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2735  -------------------------------------------------------------------
 LB2735  NETWORK    6.01   5.72           2.65   2.14   2.92      0.30901844
 LB2735  -------------------------------------------------------------------
 LB2735  Click here for local accuracies and other accuracy information.
 LB2735
 LB2735.The horizontal coordinates were established by GPS observations
 LB2735.and adjusted by the National Geodetic Survey in June 2012.
 LB2735
 LB2735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2735.been affixed to the stable North American tectonic plate. See 
 LB2735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2735
 LB2735.The horizontal coordinates are valid at the epoch date displayed above
 LB2735.which is a decimal equivalence of Year/Month/Day.
 LB2735
 LB2735.The orthometric height was determined by differential leveling.
 LB2735.The vertical network tie was performed by a horz. field party for horz.
 LB2735.obs reductions. Reset procedures were used to establish the elevation.
 LB2735
 LB2735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2735.GEOID18 height accuracy estimate available here.
 LB2735
 LB2735.Click photographs - Photos may exist for this station.
 LB2735
 LB2735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2735
 LB2735.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2735
 LB2735.The ellipsoidal height was determined by GPS observations
 LB2735.and is referenced to NAD 83.
 LB2735
 LB2735. The following values were computed from the NAD 83(2011) position.
 LB2735
 LB2735;                    North         East     Units Scale Factor Converg.
 LB2735;SPC IN E     -   535,156.850    55,645.901   MT  0.99999088   -0 20 04.9
 LB2735;SPC IN E     - 1,755,760.43    182,564.93   sFT  0.99999088   -0 20 04.9
 LB2735;SPC IN W     -   535,412.656   976,497.710   MT  1.00003868   +0 34 38.1
 LB2735;SPC IN W     - 1,756,599.69  3,203,726.24   sFT  1.00003868   +0 34 38.1
 LB2735;UTM  16      - 4,435,581.072   569,363.237   MT  0.99965923   +0 31 25.0
 LB2735
 LB2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2735!SPC IN E     -   0.99996076  x   0.99999088  =   0.99995164
 LB2735!SPC IN W     -   0.99996076  x   1.00003868  =   0.99999944
 LB2735!UTM  16      -   0.99996076  x   0.99965923  =   0.99962001
 LB2735
 LB2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6936335581(NAD 83)
 LB2735
 LB2735                          SUPERSEDED SURVEY CONTROL
 LB2735
 LB2735  NAD 83(2007)-  40 04 03.48762(N)    086 11 11.76919(W) AD(2002.00) 0
 LB2735  ELLIP H (02/10/07)  250.141  (m)                       GP(2002.00)    
 LB2735  NAD 83(1997)-  40 04 03.48768(N)    086 11 11.77053(W) AD(       ) 2
 LB2735  ELLIP H (05/25/99)  250.167  (m)                       GP(       ) 4 1
 LB2735  NAD 83(1986)-  40 04 03.49305(N)    086 11 11.78457(W) AD(       ) 2
 LB2735
 LB2735.Superseded values are not recommended for survey control.
 LB2735
 LB2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2735.See file dsdata.pdf to determine how the superseded data were derived.
 LB2735
 LB2735_MARKER: DD = SURVEY DISK
 LB2735_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2735_STAMPING: HAM 51 1989
 LB2735_MARK LOGO: INDNR
 LB2735_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2735+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 LB2735
 LB2735  HISTORY     - Date     Condition        Report By
 LB2735  HISTORY     - 1989     MONUMENTED       INDNR
 LB2735  HISTORY     - 19920804 GOOD
 LB2735  HISTORY     - 20210928 MARK NOT FOUND   IN-057
 LB2735
 LB2735                          STATION DESCRIPTION
 LB2735
 LB2735'DESCRIBED BY IN DEPT OF NAT RES 1989
 LB2735'THE STATION IS LOCATED ABOUT 2.3 MILES NORTHWEST OF WESTFIELD.  ABOUT
 LB2735'0.3 MILE EAST ALONG 193RD STREET FORM THE INTERSECTION OF WEST 193RD
 LB2735'STREET AND FREMONT ROAD.  SET IN THE TOP OF A CONCRETE POST, 0.3 FEET
 LB2735'BELOW GROUND LEVEL,  A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL
 LB2735'STATION TABLET, STAMPED HAM 51, 1989.
 LB2735
 LB2735                          STATION RECOVERY (1992)
 LB2735
 LB2735'RECOVERED 1992
 LB2735'RECOVERED IN GOOD CONDITION.
 LB2735
 LB2735                          STATION RECOVERY (2021)
 LB2735
 LB2735'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2021 (BK)
 LB2735'BENCH MARK WAS DESTROYED BETWEEN 1989 AND 2008.  TRIED TO RECOVER
 LB2735'DURING 2008 BUT COULD NOT FIND IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0555 ***********************************************************************
 LB0555  DESIGNATION -  HAM G 15
 LB0555  PID         -  LB0555
 LB0555  STATE/COUNTY-  IN/HAMILTON
 LB0555  COUNTRY     -  US
 LB0555  USGS QUAD   -  SHERIDAN (2019)
 LB0555
 LB0555                         *CURRENT SURVEY CONTROL
 LB0555  ______________________________________________________________________
 LB0555* NAD 83(1986) POSITION- 40 07 48.94   (N) 086 07 42.10   (W)   HD_HELD1
 LB0555* NAVD 88 ORTHO HEIGHT -   273.73  (meters)      898.1   (feet) RESET
 LB0555  ______________________________________________________________________
 LB0555  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 LB0555  VERT ORDER      -  THIRD
 LB0555
 LB0555.The horizontal coordinates were determined by differentially corrected
 LB0555.hand held GPS observations or other comparable positioning techniques
 LB0555.and have an estimated accuracy of +/- 3 meters.
 LB0555
 LB0555.The orthometric height was computed from unverified reset data.
 LB0555
 LB0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0555.GEOID18 height accuracy estimate available here.
 LB0555
 LB0555.Click photographs - Photos may exist for this station.
 LB0555
 LB0555;                    North         East    Units  Estimated Accuracy
 LB0555;SPC IN E     -   542,083.0      60,650.4     MT  (+/- 3 meters HH1 GPS) 
 LB0555
 LB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7426142579(NAD 83)
 LB0555
 LB0555                          SUPERSEDED SURVEY CONTROL
 LB0555
 LB0555.No superseded survey control is available for this station.
 LB0555
 LB0555_MARKER: DD = SURVEY DISK
 LB0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0555_SP_SET: CULVERT PARAPET
 LB0555_STAMPING: HAM G 15
 LB0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0555
 LB0555  HISTORY     - Date     Condition        Report By
 LB0555  HISTORY     - 1948     MONUMENTED       INHD
 LB0555  HISTORY     - 1957     GOOD             CGS
 LB0555  HISTORY     - 1957     GOOD             INHD
 LB0555
 LB0555                          STATION DESCRIPTION
 LB0555
 LB0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LB0555'0.6 MI E FROM BAKERS CORNER.
 LB0555'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 47 FROM THE METHODIST
 LB0555'CHURCH AT BAKERS CORNER, AT THE INTERSECTION OF U.S. HIGHWAY 31,
 LB0555'SET IN THE TOP OF THE SOUTH END OF THE WEST PARAPET OF AN 18
 LB0555'FOOT SLAB TOP CULVERT UNDER HIGHWAY 31, 320 FEET SOUTH OF THE
 LB0555'CENTERLINE OF HIGHWAY 47 LEADING WEST, 32 FEET WEST OF THE
 LB0555'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 31, AND ABOUT 4
 LB0555'FEET BELOW THE ROAD.  A STANDARD STATE HIGHWAY COMMISSION OF
 LB0555'INDIANA DISK, STAMPED HAM G 15.
 LB0555
 LB0555                          STATION RECOVERY (1957)
 LB0555
 LB0555'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1957
 LB0555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1808 ***********************************************************************
 KA1808  DESIGNATION -  HAMILTON
 KA1808  PID         -  KA1808
 KA1808  STATE/COUNTY-  IN/SULLIVAN
 KA1808  COUNTRY     -  US
 KA1808  USGS QUAD   -  SHELBURN (2019)
 KA1808
 KA1808                         *CURRENT SURVEY CONTROL
 KA1808  ______________________________________________________________________
 KA1808* NAD 83(1997) POSITION- 39 07 31.63881(N) 087 24 33.64005(W)   ADJUSTED
 KA1808* NAVD 88 ORTHO HEIGHT -   161.    (meters)      528.    (feet) SCALED
 KA1808  ______________________________________________________________________
 KA1808  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 KA1808  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 KA1808  HORZ ORDER      -  SECOND
 KA1808
 KA1808.The horizontal coordinates were established by classical geodetic methods
 KA1808.and adjusted by the National Geodetic Survey in May 1999.
 KA1808
 KA1808.The orthometric height was scaled from a topographic map.
 KA1808
 KA1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1808.GEOID18 height accuracy estimate available here.
 KA1808
 KA1808.Click photographs - Photos may exist for this station.
 KA1808
 KA1808.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1808
 KA1808. The following values were computed from the NAD 83(1997) position.
 KA1808
 KA1808;                    North         East     Units Scale Factor Converg.
 KA1808;SPC IN W     -   430,474.059   871,809.677   MT  0.99997645   -0 12 20.6
 KA1808;SPC IN W     - 1,412,313.64  2,860,262.25   sFT  0.99997645   -0 12 20.6
 KA1808;UTM  16      - 4,330,778.394   464,616.763   MT  0.99961542   -0 15 29.9
 KA1808
 KA1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1808!SPC IN W     -   0.99997983  x   0.99997645  =   0.99995628
 KA1808!UTM  16      -   0.99997983  x   0.99961542  =   0.99959525
 KA1808
 KA1808:                Primary Azimuth Mark                     Grid Az
 KA1808:SPC IN W     -  HAMILTON AZ MK                           052 30 52.2
 KA1808:UTM  16      -  HAMILTON AZ MK                           052 34 01.5
 KA1808
 KA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6461630778(NAD 83)
 KA1808
 KA1808|---------------------------------------------------------------------|
 KA1808| PID    Reference Object                     Distance      Geod. Az  |
 KA1808|                                                           dddmmss.s |
 KA1808| CM3610 HAMILTON RM 1                        34.564 METERS 01200     |
 KA1808| KA1810 SHELBURN MUNICIPAL TANK             APPROX. 5.8 KM 0123134.1 |
 KA1808| CM3609 HAMILTON AZ MK                                     0521831.6 |
 KA1808| CM3611 HAMILTON RM 2                        29.017 METERS 26138     |
 KA1808|---------------------------------------------------------------------|
 KA1808
 KA1808                          SUPERSEDED SURVEY CONTROL
 KA1808
 KA1808  NAD 83(1986)-  39 07 31.64571(N)    087 24 33.63488(W) AD(       ) 2
 KA1808  NAD 27      -  39 07 31.49450(N)    087 24 33.56640(W) AD(       ) 2
 KA1808
 KA1808.Superseded values are not recommended for survey control.
 KA1808
 KA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1808.See file dsdata.pdf to determine how the superseded data were derived.
 KA1808
 KA1808_MARKER: DS = TRIANGULATION STATION DISK
 KA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1808_STAMPING: HAMILTON 1947
 KA1808_MARK LOGO: CGS
 KA1808_PROJECTION: FLUSH
 KA1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1808+STABILITY: SURFACE MOTION
 KA1808
 KA1808  HISTORY     - Date     Condition        Report By
 KA1808  HISTORY     - 1947     MONUMENTED       CGS
 KA1808
 KA1808                          STATION DESCRIPTION
 KA1808
 KA1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1808'THE STATION IS LOCATED BESIDE U.S. HIGHWAY 41, ABT.3-1/2 MILES
 KA1808'SOUTH-SOUTHWEST OF SHELBURN, 2 MILES NORTH OF SULLIVAN,
 KA1808'AND ON LAND OWNED BY MR. HARRY KNOWLES. THE MARK IS 74 FEET
 KA1808'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF MR.  KNOWLES HOUSE,
 KA1808'73.9 FEET WEST OF THE CNTERLINE OF U.S. HIGHWAY 41, AND 23.6 FEET
 KA1808'WEST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1808'DISK IS STAMPED HAMILTON 1947.
 KA1808'
 KA1808'REFERENCE MARK NO. 1 IS 113.40 FEET NORTH-NORTHEAST OF THE STATION,50
 KA1808'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET SOUTH OF
 KA1808'A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE MARK IS FLUSH
 KA1808'WITH THE GROUND, AND THE DISK IS STAMPED HAMILTON NO 1 1947.
 KA1808'
 KA1808'REFERENCE MARK NO. 2 IS 95.20 FEET WEST-SOUTHWEST OF THE STATION, 63
 KA1808'FEET EAST OF THE SOUTHEAST CORNER OF MR.  KNOWLES BARN, 22
 KA1808'FEET NORTH OF POWERLINE POLE NO. 263.899, AND 1 FOOT EAST OF A WIRE
 KA1808'FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1808'STAMPED HAMILTON NO 2 1947.
 KA1808'
 KA1808'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE STATION,
 KA1808'50.2 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 25.5 FEET
 KA1808'EAST OF POWERLINE POLE NO. 261-220, 20 FEET SOUTH OF THE APPROXIMATE
 KA1808'CENTERLINE OF A GRAVEL RROAD, AND 3.5 FEET NORTH OF A WITNESS
 KA1808'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAMILTON
 KA1808'1947.
 KA1808'
 KA1808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 154 AND U.S.
 KA1808'HIGHWAY 41 IN SULLIVAN, GO NORTH ON THE LATTER FOR 1.55 MILES TO
 KA1808'THE FARM HOME OF MR. KNOWLES ON THE LEFT AND THE STATION IN THE
 KA1808'BARNYARD.
 KA1808'
 KA1808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 KA1808'41 FOR 0.15 MILE TO A GRAVEL CROSSROAD. TURN R RIGHT, EAST, AND
 KA1808'GO ON THE MAIN GRAVEL ROAD FOR 0.25 MILE TO THE RAILROAD TRACK AND
 KA1808'THE AZIMUTH MARK AS DESCRIBED.  HEIGHT OF LIGHT ABOVE STATION
 KA1808'MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1907 ***********************************************************************
 KA1907  DESIGNATION -  HAMILTON
 KA1907  PID         -  KA1907
 KA1907  STATE/COUNTY-  IN/HAMILTON
 KA1907  COUNTRY     -  US
 KA1907  USGS QUAD   -  FISHERS (2019)
 KA1907
 KA1907                         *CURRENT SURVEY CONTROL
 KA1907  ______________________________________________________________________
 KA1907* NAD 83(1997) POSITION- 39 59 39.87187(N) 086 00 31.22355(W)   ADJUSTED
 KA1907* NAVD 88 ORTHO HEIGHT -   250.07  (+/-2cm)      820.4   (feet) VERTCON3
 KA1907  ______________________________________________________________________
 KA1907  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 KA1907  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 KA1907  HORZ ORDER      -  SECOND
 KA1907  VERT ORDER      -  THIRD ? (See Below)
 KA1907
 KA1907.The horizontal coordinates were established by classical geodetic methods
 KA1907.and adjusted by the National Geodetic Survey in May 1999.
 KA1907
 KA1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1907
 KA1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1907.GEOID18 height accuracy estimate available here.
 KA1907
 KA1907.The vertical order pertains to the NGVD 29 superseded value.
 KA1907
 KA1907.Click photographs - Photos may exist for this station.
 KA1907
 KA1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1907
 KA1907. The following values were computed from the NAD 83(1997) position.
 KA1907
 KA1907;                    North         East     Units Scale Factor Converg.
 KA1907;SPC IN E     -   526,952.872    70,793.303   MT  0.99997716   -0 13 11.3
 KA1907;SPC IN E     - 1,728,844.55    232,261.03   sFT  0.99997716   -0 13 11.3
 KA1907;UTM  16      - 4,427,607.215   584,627.002   MT  0.99968816   +0 38 13.8
 KA1907
 KA1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1907!SPC IN E     -   0.99996611  x   0.99997716  =   0.99994327
 KA1907!UTM  16      -   0.99996611  x   0.99968816  =   0.99965428
 KA1907
 KA1907:                Primary Azimuth Mark                     Grid Az
 KA1907:SPC IN E     -  HANCOCK                                  359 00 29.4
 KA1907:UTM  16      -  HANCOCK                                  358 09 04.3
 KA1907
 KA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8462727607(NAD 83)
 KA1907
 KA1907|---------------------------------------------------------------------|
 KA1907| PID    Reference Object                     Distance      Geod. Az  |
 KA1907|                                                           dddmmss.s |
 KA1907| CC9289 HAMILTON RM                           5.732 METERS 11546     |
 KA1907| LB2515 HANCOCK                             APPROX. 0.7 KM 3584718.1 |
 KA1907|---------------------------------------------------------------------|
 KA1907
 KA1907                          SUPERSEDED SURVEY CONTROL
 KA1907
 KA1907  NAD 83(1986)-  39 59 39.86286(N)    086 00 31.24264(W) AD(       ) 2
 KA1907  NAD 27      -  39 59 39.73400(N)    086 00 31.30100(W) AD(       ) 2
 KA1907  USSD        -  39 59 39.77000(N)    086 00 31.08500(W) AD(       ) 3
 KA1907  NGVD 29             250.20   (m)          820.9    (f) LEVELING    3  
 KA1907
 KA1907.Superseded values are not recommended for survey control.
 KA1907
 KA1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1907.See file dsdata.pdf to determine how the superseded data were derived.
 KA1907
 KA1907_MARKER: DS = TRIANGULATION STATION DISK
 KA1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1907_STAMPING: HAMILTON 1920
 KA1907_MARK LOGO: CGS
 KA1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1907+STABILITY: SURFACE MOTION
 KA1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1907+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2013
 KA1907
 KA1907  HISTORY     - Date     Condition        Report By
 KA1907  HISTORY     - 1920     MONUMENTED       CGS
 KA1907  HISTORY     - 1934     GOOD             INGS
 KA1907  HISTORY     - 1965     GOOD             INFCC
 KA1907  HISTORY     - 1970     GOOD             LOCENG
 KA1907  HISTORY     - 1980     GOOD             LOCSUR
 KA1907  HISTORY     - 1980     GOOD             NGS
 KA1907  HISTORY     - 20130316 GOOD             MSSU
 KA1907
 KA1907                          STATION DESCRIPTION
 KA1907
 KA1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1907'ABOUT 3-1/2 MILES S OF NOBLESVILLE ON THE E SIDE OF THE LAKE ERIE AND
 KA1907'WESTERN RAILROAD RIGHT-OF-WAY, ABOUT 125 YARDS N OF A ROAD
 KA1907'CROSSING, 2.175 METERS 7.14 FEET E OF THE E AND NEAREST RAIL. THE
 KA1907'STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 KA1907'SET IN CONCRETE. THE REFERENCE
 KA1907'MARK IS ON THE SAME SIDE OF THE TRACK AND NEAR THE
 KA1907'RIGHT-OF-WAY FENCE, 5.732 METERS 18.81 FEET FROM THE STATION
 KA1907'S 64 DEG 15 MIN E.
 KA1907
 KA1907                          STATION RECOVERY (1934)
 KA1907
 KA1907'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 KA1907'STATION RECOVERED.
 KA1907
 KA1907                          STATION RECOVERY (1965)
 KA1907
 KA1907'RECOVERY NOTE BY IN FLOOD CONTR COMM 1965
 KA1907'THE STATION RECOVERED IN GOOD CONDITION.
 KA1907
 KA1907                          STATION RECOVERY (1970)
 KA1907
 KA1907'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 KA1907'HAMILTON 1920 STATION AND REFERENCE MARK IN GOOD CONDITION.  STATION
 KA1907'ABOUT 2 INCHES UNDER CINDERS.
 KA1907'
 KA1907'DESCRIPTION ADEQUATE EXCEPT CHANGE LAKE ERIE AND WESTERN RR TO
 KA1907'NORFOLK AND WESTERN RR.
 KA1907'
 KA1907'DELETE ABOUT 125 YARDS N OF A ROAD CROSSING - ADD 360 FEET NORTH OF
 KA1907'CENTERLINE OF E 141 STREET.
 KA1907
 KA1907                          STATION RECOVERY (1980)
 KA1907
 KA1907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KA1907'FOUND ALL FOUR MARKS AND RMS.
 KA1907'
 KA1907'WITNESS POSTS SET AT STA. AND LATHE SET AT ALL RMS.
 KA1907'
 KA1907'ALSO 5/8 REBARS DRIVEN AT STAS FOR METAL DETECTION.
 KA1907
 KA1907                          STATION RECOVERY (1980)
 KA1907
 KA1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1907'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE
 KA1907'DISTANCE TO THE REFERENCE MARK CHECKED.  THE STATION WAS NOT OCCUPIED
 KA1907'AS THERE WAS NO OBJECT VISIBLE AT GROUND LEVEL.
 KA1907'
 KA1907'THE STATION IS LOCATED ABOUT 3 MILES S OF NOBLESVILLE AND ON THE E
 KA1907'SIDE OF THE LAKE ERIE AND WESTERN RAILROAD RIGHT OF WAY.
 KA1907'
 KA1907'TO REACH FROM NOBLESVILLE AT THE INTERSECTION OF STATE HIGHWAYS 37
 KA1907'AND 238 AT THE SE EDGE OF THE TOWN, GO S ON HIGHWAY 37 FOR 2.05 MILES
 KA1907'TO A CROSSROADS.  TURN RIGHT AND GO W ON 141 STREET FOR 0.25 MILE
 KA1907'TO RAILROAD TRACKS AND STATION AS DESCRIBED.
 KA1907'
 KA1907'STATION MARK IS A STANDARD DISK, STAMPED HAMILTON 1920.  THE MARK
 KA1907'IS FLUSH.  IT IS 734 FT S OF MILE POST 19, 358 FT N OF 141 STREET,
 KA1907'7.2 FT E OF E RAIL OF TRACKS, 16.5 FT W OF FENCE LINE AND 1 FT W OF
 KA1907'A METAL WITNESS POST.
 KA1907'
 KA1907'THE REFERENCE MARK IS A STANDARD DISK, STAMPED HAMILTON 1920.  THE
 KA1907'MARK IS FLUSH.  IT IS IN THE RIGHT OF WAY FENCE ON THE E SIDE OF
 KA1907'TRACKS, 23.8 FT E OF E RAIL OF TRACKS AND 18 FT SE OF THE METAL
 KA1907'WITNESS POST.
 KA1907
 KA1907                          STATION RECOVERY (2013)
 KA1907
 KA1907'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2013 (ASH)
 KA1907'THE TRIANGULATION STATION DISK WAS FOUND IN GOOD CONDITION. THE DISK
 KA1907'
 KA1907'IS LOCATED NEAR THE RAILROAD TRACKS ON 141 STREET. THE DISK IS LOCATED
 KA1907'
 KA1907'358 FT N OF 141 STREET, APPROXIMATELY 7 FT E OF E RAIL, AND NO METAL
 KA1907'
 KA1907'WITNESS POST WAS RECOVERED. ON E RAIL THERE IS MARKINGS IN WHITE,
 KA1907'READING BM +/- 2' BELOW GRADE, THERE IS ALSO A WHITE ARROW IN THE
 KA1907'MARKING SHOWING THE EXACT DIRECTION IN WHICH THE BM IS LOCATED UNDER
 KA1907'
 KA1907'THE GROUND. THE DISK COULD NOT BE SEEN DUE TO RECENT RAINFALL AND
 KA1907'MELTED SNOW BUILDUP IN THE HOLE THAT IT WAS IN, BUT COULD BE FELT BY
 KA1907'
 KA1907'HAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1849 ***********************************************************************
 MD1849  DESIGNATION -  HAMILTON RESET
 MD1849  PID         -  MD1849
 MD1849  STATE/COUNTY-  IN/DE KALB
 MD1849  COUNTRY     -  US
 MD1849  USGS QUAD   -  HAMILTON (2019)
 MD1849
 MD1849                         *CURRENT SURVEY CONTROL
 MD1849  ______________________________________________________________________
 MD1849* NAD 83(1997) POSITION- 41 31 42.91564(N) 084 54 05.55001(W)   ADJUSTED
 MD1849* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 MD1849  ______________________________________________________________________
 MD1849  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 MD1849  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 MD1849  HORZ ORDER      -  THIRD
 MD1849
 MD1849.The horizontal coordinates were established by classical geodetic methods
 MD1849.and adjusted by the National Geodetic Survey in May 1999.
 MD1849
 MD1849.The orthometric height was scaled from a topographic map.
 MD1849
 MD1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1849.GEOID18 height accuracy estimate available here.
 MD1849
 MD1849.Click photographs - Photos may exist for this station.
 MD1849
 MD1849.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1849
 MD1849. The following values were computed from the NAD 83(1997) position.
 MD1849
 MD1849;                    North         East     Units Scale Factor Converg.
 MD1849;SPC IN E     -   697,543.351   163,855.008   MT  1.00001683   +0 30 26.2
 MD1849;SPC IN E     - 2,288,523.48    537,580.97   sFT  1.00001683   +0 30 26.2
 MD1849;UTM  16      - 4,599,564.066   675,070.908   MT  0.99997720   +1 23 29.8
 MD1849
 MD1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1849!SPC IN E     -   0.99996087  x   1.00001683  =   0.99997770
 MD1849!UTM  16      -   0.99996087  x   0.99997720  =   0.99993807
 MD1849
 MD1849:                Primary Azimuth Mark                     Grid Az
 MD1849:SPC IN E     -  HAMILTON AZ MK                           194 37 10.9
 MD1849:UTM  16      -  HAMILTON AZ MK                           193 44 07.3
 MD1849
 MD1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7507099564(NAD 83)
 MD1849
 MD1849|---------------------------------------------------------------------|
 MD1849| PID    Reference Object                     Distance      Geod. Az  |
 MD1849|                                                           dddmmss.s |
 MD1849| CE6669 HAMILTON RM 1                        26.816 METERS 07026     |
 MD1849| CE6670 HAMILTON RM 2                        33.144 METERS 14421     |
 MD1849| CE6668 HAMILTON AZ MK                                     1950737.1 |
 MD1849| CE6671 HAMILTON RM 3                        11.451 METERS 31443     |
 MD1849|---------------------------------------------------------------------|
 MD1849
 MD1849                          SUPERSEDED SURVEY CONTROL
 MD1849
 MD1849  NAD 83(1995)-  41 31 42.91567(N)    084 54 05.55037(W) AD(       ) 3
 MD1849  NAD 83(1994)-  41 31 42.91424(N)    084 54 05.55927(W) AD(       ) 3
 MD1849  NAD 83(1986)-  41 31 42.91687(N)    084 54 05.56517(W) AD(       ) 3
 MD1849  NAD 27      -  41 31 42.73420(N)    084 54 05.69720(W) AD(       ) 3
 MD1849
 MD1849.Superseded values are not recommended for survey control.
 MD1849
 MD1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1849.See file dsdata.pdf to determine how the superseded data were derived.
 MD1849
 MD1849_MARKER: DS = TRIANGULATION STATION DISK
 MD1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1849_STAMPING: HAMILTON 1946 1960
 MD1849_MARK LOGO: CGS
 MD1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1849+STABILITY: SURFACE MOTION
 MD1849
 MD1849  HISTORY     - Date     Condition        Report By
 MD1849  HISTORY     - 1946     MONUMENTED       CGS
 MD1849  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1849
 MD1849                          STATION DESCRIPTION
 MD1849
 MD1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1849'THE STATION IS LOCATED ON STATE HIGHWAY NO. 1 ABOUT 0.65 MILE EAST OF
 MD1849'THE TOWN OF HAMILTON.  IT IS 62 FEET NORTHEAST OF THE APPROXIMATE
 MD1849'CENTERLINE OF HIGHWAY NO. 1, 30 FEET NORTHEAST OF A FENCELINE AND 20
 MD1849'FEET SOUTHEAST OF AN EAST-WEST FENCELINE.  THE MARK IS FLUSH AND THE
 MD1849'DISK IS STAMPED HAMILTON 1946.
 MD1849'
 MD1849'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION, 22
 MD1849'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 87 FEET
 MD1849'WEST OF THE NORTHWEST CORNER OF A BARN.  THE MARK PROJECTS 4 INCHES
 MD1849'AND THE DISK IS STAMPED HAMILTON 1946.
 MD1849'
 MD1849'REFERENCE MARK NO. 1 IS 87.98 FEET NORTHEAST OF THE STATION AND 1 FOOT
 MD1849'EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1849'STAMPED HAMILTON NO 1 1946.
 MD1849'
 MD1849'REFERENCE MARK NO. 2 IS 108.48 FEET S.E. OF THE STATION AND 30 FEET
 MD1849'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY NO. 1.  THE MARK PROJECTS
 MD1849'6 INCHES AND THE DISK IS STAMPED HAMILTON NO 2 1946.
 MD1849'
 MD1849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 427 AND 1 IN
 MD1849'THE TOWN OF HAMILTON, GO EAST ON HIGHWAY 1 FOR 0.65 MILE TO THE
 MD1849'STATION ON THE LEFT.  TO REACH THE AZIMUTH FROM THE STATION GO WEST
 MD1849'FOR 0.05 MILE TO A T-ROAD LEFT, TURN LEFT AND CONTINUE FOR 0.35 MILE
 MD1849'TO A FARMHOUSE AND THE AZIMUTH MARK.
 MD1849'
 MD1849'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1849
 MD1849                          STATION RECOVERY (1960)
 MD1849
 MD1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1849'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THAT BOTH STATION SURFACE
 MD1849'AND SUBSURFACE MARKS HAVE BEEN REMOVED TO PLACE UNKNOWN.  AN
 MD1849'INSTRUMENTSL TRISECTION REESTABLISHMENT OF THE STATION RESULTED IN A
 MD1849'POSITION THAT GAVE DISTANCES SAME AND 0.26 FOOT MORE THAN THE
 MD1849'RESPECTIVE DISTANCES TO R.M.S NOS. 1 AND 2 IN 1946.  R.M. NO. 2 WAS
 MD1849'RESET AS R.M. NO. 3.
 MD1849'
 MD1849'ABOUT 0.7 MILE EASTERLY ALONG NO. 1 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1849'WITH NO. 427 IND.  HWY. IN THE HEART OF HAMILTON, 0.1 MILE E OF
 MD1849'JUNCTION OF SAID NO. 1 AND NO. 61 DEKALB COUNTY HWY., ABOUT 30 YARDS
 MD1849'SW OF THE TOP OF A HILL, 65 FEET NE OF CENTER LINE OF 20-FOOT HWY.
 MD1849'PAVEMENT, ABOUT LEVEL WITH SAME, 67 FEET E OF CENTER OF SE ONE OF TWO
 MD1849'24-INCH HICKORY TREES, 29 FEET S OF COUNTY-LINE FENCE, STANDARD DISKS
 MD1849'STAMPED HAMILTON 1946 1960 ARE SET IN 1B AND 7A MARKS WITH THE FORMER
 MD1849'PROJECTING ABOUT 0.1 FOOT.
 MD1849'
 MD1849'REFERENCE STAMPED HAMILTON NO 1 1946, NOTE 11A, PROJECTS 0.6 FOOT, IS
 MD1849'87.98 FEET OR 26.816 METERS ENE IN AZIMUTH 250 DEG 26 MIN FROM
 MD1849'STATION, ON CREST OF RIDGE, 2 FEET S OF FENCE.
 MD1849'
 MD1849'REFERENCE STAMPED HAMILTON NO 3 1946 1960, NOTE 11A, PROJECTS 0.5
 MD1849'FOOT, IS 37.57 FT.  OR 11.451 M.  NW IN AZIMUTH 134 DEG 43 MIN FROM
 MD1849'STATION, 44 FEET ENE OF SAID HICKORY, AND A FOOT S OF THE COUNTY-LINE
 MD1849'FENCE.
 MD1849'
 MD1849'AZIMUTH STAMPED HAMILTON 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT
 MD1849'0.4 MILE SSW OF STATION IN AZIMUTH 15 DEG 07 MIN 08.4 SEC, IN FENCE
 MD1849'CORNER, 89-1/2 FEET W OF NW CORNER OF CONCRETE FOUNDATION OF LARGE
 MD1849'BARN, 17 FEET N OF PROJECTED PLANE OF N WALL OF SAME, AND 23 FEET E OF
 MD1849'CENTER LINE OF 18-FOOT PAVEMENT OF NO. 61 COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0525 ***********************************************************************
 ME0525  DESIGNATION -  HAMLET
 ME0525  PID         -  ME0525
 ME0525  STATE/COUNTY-  IN/STARKE
 ME0525  COUNTRY     -  US
 ME0525  USGS QUAD   -  HAMLET (2019)
 ME0525
 ME0525                         *CURRENT SURVEY CONTROL
 ME0525  ______________________________________________________________________
 ME0525* NAD 83(1997) POSITION- 41 23 24.73405(N) 086 37 14.08347(W)   ADJUSTED
 ME0525* NAVD 88 ORTHO HEIGHT -   207.348 (meters)      680.27  (feet) ADJUSTED
 ME0525  ______________________________________________________________________
 ME0525  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0525  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 ME0525  DYNAMIC HEIGHT  -        207.264 (meters)      680.00  (feet) COMP
 ME0525  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 ME0525
 ME0525  HORZ ORDER      -  THIRD
 ME0525  VERT ORDER      -  FIRST     CLASS I
 ME0525
 ME0525.The horizontal coordinates were established by classical geodetic methods
 ME0525.and adjusted by the National Geodetic Survey in May 1999.
 ME0525
 ME0525.The orthometric height was determined by differential leveling and
 ME0525.adjusted by the NATIONAL GEODETIC SURVEY
 ME0525.in June 1991.
 ME0525
 ME0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0525.GEOID18 height accuracy estimate available here.
 ME0525
 ME0525.Click photographs - Photos may exist for this station.
 ME0525
 ME0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0525
 ME0525.The dynamic height is computed by dividing the NAVD 88
 ME0525.geopotential number by the normal gravity value computed on the
 ME0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0525.degrees latitude (g = 980.6199 gals.).
 ME0525
 ME0525.The modeled gravity was interpolated from observed gravity values.
 ME0525
 ME0525. The following values were computed from the NAD 83(1997) position.
 ME0525
 ME0525;                    North         East     Units Scale Factor Converg.
 ME0525;SPC IN W     -   681,995.231   938,702.188   MT  0.99998509   +0 18 21.5
 ME0525;SPC IN W     - 2,237,512.69  3,079,725.43   sFT  0.99998509   +0 18 21.5
 ME0525;UTM  16      - 4,582,144.314   531,721.007   MT  0.99961238   +0 15 03.1
 ME0525
 ME0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0525!SPC IN W     -   0.99997279  x   0.99998509  =   0.99995788
 ME0525!UTM  16      -   0.99997279  x   0.99961238  =   0.99958518
 ME0525
 ME0525:                Primary Azimuth Mark                     Grid Az
 ME0525:SPC IN W     -  HAMLET AZ MK                             355 52 05.4
 ME0525:UTM  16      -  HAMLET AZ MK                             355 55 23.8
 ME0525
 ME0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3172182144(NAD 83)
 ME0525
 ME0525|---------------------------------------------------------------------|
 ME0525| PID    Reference Object                     Distance      Geod. Az  |
 ME0525|                                                           dddmmss.s |
 ME0525| ME0526 HAMLET RM 1                          27.905 METERS 04147     |
 ME0525| ME0524 HAMLET RM 2                          22.626 METERS 11004     |
 ME0525| CM3612 HAMLET AZ MK                                       3561026.9 |
 ME0525|---------------------------------------------------------------------|
 ME0525
 ME0525                          SUPERSEDED SURVEY CONTROL
 ME0525
 ME0525  NAD 83(1986)-  41 23 24.73711(N)    086 37 14.09035(W) AD(       ) 3
 ME0525  NAD 27      -  41 23 24.57440(N)    086 37 14.04360(W) AD(       ) 3
 ME0525  NGVD 29 (??/??/92)  207.446  (m)          680.60   (f) ADJ UNCH    1 1
 ME0525  NGVD 29             207.45   (m)          680.6    (f) LEVELING    3  
 ME0525
 ME0525.Superseded values are not recommended for survey control.
 ME0525
 ME0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0525.See file dsdata.pdf to determine how the superseded data were derived.
 ME0525
 ME0525_MARKER: DS = TRIANGULATION STATION DISK
 ME0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0525_STAMPING: HAMLET 1952
 ME0525_MARK LOGO: CGS
 ME0525_PROJECTION: FLUSH
 ME0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0525+STABILITY: SURFACE MOTION
 ME0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0525+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0525
 ME0525  HISTORY     - Date     Condition        Report By
 ME0525  HISTORY     - 1952     MONUMENTED       CGS
 ME0525  HISTORY     - 1958     GOOD             CGS
 ME0525  HISTORY     - 1968     GOOD             CGS
 ME0525  HISTORY     - 1968     GOOD             CGS
 ME0525  HISTORY     - 19920831 GOOD             NGS
 ME0525  HISTORY     - 20120202 MARK NOT FOUND   INDOT
 ME0525
 ME0525                          STATION DESCRIPTION
 ME0525
 ME0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0525'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF U.S. HIGHWAY 35 AND THE
 ME0525'CONNECTING ROAD TO U.S.  HIGHWAY 30, ABOUT 0.1 MILE NORTH OF U.S
 ME0525'HIGHWAY 30 AND ABOUT 0.05 MILE NORTH OF THE OVERPASS ON U.S. HIGHWAY
 ME0525'35 WHICH IS ABOUT 2 MILES WEST OF HAMLET AND ON PROPERTY OF THE STATE.
 ME0525'
 ME0525'IT IS 81 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 35 AND THE
 ME0525'CONNECTING ROAD, 62 FEET EAST OF THE CENTER OF U.S.  HIGHWAY 35, 41
 ME0525'FEET WEST OF THE CENTER OF THE CONNECTING ROAD AND 24 FEET SOUTHEAST
 ME0525'OF THE EAST END OF A CONCRETE CULVERT.  THE MARK IS FLUSH AND THE DISK
 ME0525'IS STAMPED HAMLET 1952.
 ME0525'
 ME0525'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE INTERSECTION OF U.S.
 ME0525'HIGHWAY 35 AND THE CONNECTION ROAD AND 26 FEET SOUTH OF THE CENTER OF
 ME0525'A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED HAMLET NO 1
 ME0525'1952.
 ME0525'
 ME0525'REFERENCE MARK NO. 2 IS 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0525'FRAME HOUSE, 23 FEET EAST OF THE CENTER OF THE CONNECTING ROAD AND 21
 ME0525'FEET NORTH OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE
 ME0525'DISK IS STAMPED HAMLET NO 2 1952.
 ME0525'
 ME0525'AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF U.S. HIGHWAY 35, 3 FEET
 ME0525'SOUTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 ME0525'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMLET 1952.
 ME0525'
 ME0525'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 ME0525'35 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME0525'
 ME0525'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0525
 ME0525                          STATION RECOVERY (1958)
 ME0525
 ME0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME0525'THE STATION, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK WERE
 ME0525'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME0525
 ME0525                          STATION RECOVERY (1968)
 ME0525
 ME0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0525'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.  A
 ME0525'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 ME0525'RECOVERED.
 ME0525'
 ME0525'BENCH MARK Z 334 1968 WAS ESTABLISHED ABOUT 0.25 MILE NORTH OF THE
 ME0525'STATION, THE MARK IS AT THE U. S. HIGHWAY 30 OVERPASS, SET ON THE TOP
 ME0525'OF THE CONCRETE GUARD RAIL BETWEEN THE TWO LANES OF THE HIGHWAY, 57
 ME0525'FEET SOUTH OF THE SOUTH LEG OF THE CENTER PIER OF THE U. S. HIGHWAY 30
 ME0525'OVERPASS, 1 FOOT WEST OF THE SOUTH END OF THE METAL GUARD RAIL BASE
 ME0525'AND 1-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 ME0525'
 ME0525'THE TO REACH FOR THE STATION AND RM 1 AND 2 IS ADEQUATE AS DESCRIBED.
 ME0525
 ME0525                          STATION RECOVERY (1968)
 ME0525
 ME0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0525'2.2 MI W FROM HAMLET.
 ME0525'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0525'CROSSING OF STARKE STREET AT HAMLET, THENCE 0.15 MILE NORTH ALONG
 ME0525'A CONCRETE ROAD, IN SECTION 14, R 2 W, T 34 N, ABOUT 0.1 MILE
 ME0525'NORTH OF THE NORTH END OF THE U.S. HIGHWAY 35 OVERPASS OVER THE
 ME0525'TRACKS, 67 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 ME0525'ROAD AND THE SOUTH ONE OF TWO DRIVEWAYS, 50 FEET EAST OF THE
 ME0525'CENTER LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 35, 43 1/2
 ME0525'FEET WEST OF THE CENTER LINE OF THE CONCRETE ROAD, 2 1/2 FEET
 ME0525'SOUTHEAST OF A 5-INCH SQUARE WOODEN POST, ABOUT LEVEL WITH THE
 ME0525'ROAD, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 ME0525'OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
 ME0525
 ME0525                          STATION RECOVERY (1992)
 ME0525
 ME0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0525'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0525'HAMLET, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0525'THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD, 28.1 M
 ME0525'(92.2 FT) SOUTHWEST OF REFERENCE MARK 1, 22.7 M (74.5 FT) NORTHWEST
 ME0525'OF REFERENCE MARK 2, 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF U.S.
 ME0525'HIGHWAY 35, 12.4 M (40.7 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 ME0525'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 ME0525
 ME0525                          STATION RECOVERY (2012)
 ME0525
 ME0525'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0526 ***********************************************************************
 ME0526  DESIGNATION -  HAMLET RM 1
 ME0526  PID         -  ME0526
 ME0526  STATE/COUNTY-  IN/STARKE
 ME0526  COUNTRY     -  US
 ME0526  USGS QUAD   -  HAMLET (2019)
 ME0526
 ME0526                         *CURRENT SURVEY CONTROL
 ME0526  ______________________________________________________________________
 ME0526* NAD 83(1986) POSITION- 41 23 25.41   (N) 086 37 13.28   (W)   HD_HELD1
 ME0526* NAVD 88 ORTHO HEIGHT -   207.614 (meters)      681.15  (feet) ADJUSTED
 ME0526  ______________________________________________________________________
 ME0526  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0526  DYNAMIC HEIGHT  -        207.530 (meters)      680.87  (feet) COMP
 ME0526  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 ME0526
 ME0526  VERT ORDER      -  FIRST     CLASS I
 ME0526
 ME0526.The horizontal coordinates were determined by differentially corrected
 ME0526.hand held GPS observations or other comparable positioning techniques
 ME0526.and have an estimated accuracy of +/- 3 meters.
 ME0526
 ME0526.The orthometric height was determined by differential leveling and
 ME0526.adjusted by the NATIONAL GEODETIC SURVEY
 ME0526.in June 1991.
 ME0526
 ME0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0526.GEOID18 height accuracy estimate available here.
 ME0526
 ME0526.Click photographs - Photos may exist for this station.
 ME0526
 ME0526.The dynamic height is computed by dividing the NAVD 88
 ME0526.geopotential number by the normal gravity value computed on the
 ME0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0526.degrees latitude (g = 980.6199 gals.).
 ME0526
 ME0526.The modeled gravity was interpolated from observed gravity values.
 ME0526
 ME0526;                    North         East    Units  Estimated Accuracy
 ME0526;SPC IN W     -   682,016.2     938,720.7     MT  (+/- 3 meters HH1 GPS) 
 ME0526
 ME0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3173982165(NAD 83)
 ME0526
 ME0526                          SUPERSEDED SURVEY CONTROL
 ME0526
 ME0526  NGVD 29 (??/??/92)  207.712  (m)          681.47   (f) ADJ UNCH    1 1
 ME0526
 ME0526.Superseded values are not recommended for survey control.
 ME0526
 ME0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0526.See file dsdata.pdf to determine how the superseded data were derived.
 ME0526
 ME0526_MARKER: DR = REFERENCE MARK DISK
 ME0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0526_STAMPING: HAMLET NO 1 1952
 ME0526_MARK LOGO: CGS
 ME0526_PROJECTION: RECESSED 3 CENTIMETERS
 ME0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0526+STABILITY: SURFACE MOTION
 ME0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0526+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2017
 ME0526
 ME0526  HISTORY     - Date     Condition        Report By
 ME0526  HISTORY     - 1952     MONUMENTED       CGS
 ME0526  HISTORY     - 1968     GOOD             CGS
 ME0526  HISTORY     - 19920831 GOOD             NGS
 ME0526  HISTORY     - 20170320 GOOD             INDOT
 ME0526
 ME0526                          STATION DESCRIPTION
 ME0526
 ME0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0526'2.2 MI W FROM HAMLET.
 ME0526'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0526'CROSSING OF STARKE STREET AT HAMLET, THENCE 0.15 MILE NORTH
 ME0526'ALONG A CONCRETE ROAD, IN SECTION 14, R 2 W, T 34 N, AT THE
 ME0526'OUTSIDE OF A CURVE, 91.6 FEET NORTHEAST OF AND ACROSS THE ROAD
 ME0526'FROM THE STATION MARK DESCRIBED, 28 1/2 FEET EAST OF THE CENTER
 ME0526'LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE NORTH
 ME0526'DRIVEWAY OF TWO, 4 FEET SOUTHWEST OF A 6 INCH CEDAR TREE, 1 1/2
 ME0526'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 ME0526'POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 ME0526
 ME0526                          STATION RECOVERY (1992)
 ME0526
 ME0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0526'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0526'HAMLET, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0526'THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD, 38.5 M
 ME0526'(126.3 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 35, 28.1 M
 ME0526'(92.2 FT) NORTHEAST OF TRIANGULATION STATION HAMLET, 8.6 M (28.2 FT)
 ME0526'EAST OF THE ROAD CENTER, 6.5 M (21.3 FT) SOUTH OF THE CENTER OF THE
 ME0526'MOST NORTHERLY OF 2 DRIVEWAYS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 ME0526'ROAD, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 ME0526'SURFACE.
 ME0526
 ME0526                          STATION RECOVERY (2017)
 ME0526
 ME0526'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0524 ***********************************************************************
 ME0524  DESIGNATION -  HAMLET RM 2
 ME0524  PID         -  ME0524
 ME0524  STATE/COUNTY-  IN/STARKE
 ME0524  COUNTRY     -  US
 ME0524  USGS QUAD   -  HAMLET (2019)
 ME0524
 ME0524                         *CURRENT SURVEY CONTROL
 ME0524  ______________________________________________________________________
 ME0524* NAD 83(1986) POSITION- 41 23 24.48   (N) 086 37 13.17   (W)   HD_HELD1
 ME0524* NAVD 88 ORTHO HEIGHT -   207.595 (meters)      681.08  (feet) ADJUSTED
 ME0524  ______________________________________________________________________
 ME0524  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0524  DYNAMIC HEIGHT  -        207.511 (meters)      680.81  (feet) COMP
 ME0524  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 ME0524
 ME0524  VERT ORDER      -  FIRST     CLASS I
 ME0524
 ME0524.The horizontal coordinates were determined by differentially corrected
 ME0524.hand held GPS observations or other comparable positioning techniques
 ME0524.and have an estimated accuracy of +/- 3 meters.
 ME0524
 ME0524.The orthometric height was determined by differential leveling and
 ME0524.adjusted by the NATIONAL GEODETIC SURVEY
 ME0524.in June 1991.
 ME0524
 ME0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0524.GEOID18 height accuracy estimate available here.
 ME0524
 ME0524.Click photographs - Photos may exist for this station.
 ME0524
 ME0524.The dynamic height is computed by dividing the NAVD 88
 ME0524.geopotential number by the normal gravity value computed on the
 ME0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0524.degrees latitude (g = 980.6199 gals.).
 ME0524
 ME0524.The modeled gravity was interpolated from observed gravity values.
 ME0524
 ME0524;                    North         East    Units  Estimated Accuracy
 ME0524;SPC IN W     -   681,987.5     938,723.5     MT  (+/- 3 meters HH1 GPS) 
 ME0524
 ME0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3174282136(NAD 83)
 ME0524
 ME0524                          SUPERSEDED SURVEY CONTROL
 ME0524
 ME0524  NGVD 29 (??/??/92)  207.693  (m)          681.41   (f) ADJ UNCH    1 1
 ME0524
 ME0524.Superseded values are not recommended for survey control.
 ME0524
 ME0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0524.See file dsdata.pdf to determine how the superseded data were derived.
 ME0524
 ME0524_MARKER: DR = REFERENCE MARK DISK
 ME0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0524_STAMPING: HAMLET NO 2 1952
 ME0524_MARK LOGO: CGS
 ME0524_PROJECTION: FLUSH
 ME0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0524+STABILITY: SURFACE MOTION
 ME0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0524+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2017
 ME0524
 ME0524  HISTORY     - Date     Condition        Report By
 ME0524  HISTORY     - 1952     MONUMENTED       CGS
 ME0524  HISTORY     - 1968     GOOD             CGS
 ME0524  HISTORY     - 19920831 GOOD             NGS
 ME0524  HISTORY     - 20170320 GOOD             INDOT
 ME0524
 ME0524                          STATION DESCRIPTION
 ME0524
 ME0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0524'2.2 MI W FROM HAMLET.
 ME0524'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0524'CROSSING OF STARKE STREET AT HAMLET, THENCE 0.15 MILE NORTH
 ME0524'ALONG A CONCRETE ROAD, IN SECTION 14, R 2 W, T 34 N, 74.2 FEET
 ME0524'SOUTHEAST OF AND ACROSS THE ROAD FROM THE STATION MARK, 23 1/2
 ME0524'FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF THE
 ME0524'CENTER LINE OF A DRIVEWAY, 4 FEET NORTHWEST OF A 10-INCH PINE
 ME0524'TREE (THE SOUTHWEST ONE OF SEVERAL PINE TREES), ABOUT LEVEL WITH
 ME0524'THE ROAD AND THE DRIVE, SET IN THE TOP OF A CONCRETE POST FLUSH
 ME0524'WITH THE GROUND.
 ME0524
 ME0524                          STATION RECOVERY (1992)
 ME0524
 ME0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0524'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0524'HAMLET, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0524'THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD, 40.8 M
 ME0524'(133.9 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 35, 22.7 M
 ME0524'(74.5 FT) SOUTHEAST OF TRIANGULATION STATION HAMLET, 19.3 M
 ME0524'(63.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 7.4 M
 ME0524'(24.3 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 5.8 M (19.0 FT)
 ME0524'NORTH OF THE MOST SOUTHERLY OF 2 DRIVEWAYS, AND THE MONUMENT IS FLUSH
 ME0524'WITH THE GROUND SURFACE.
 ME0524
 ME0524                          STATION RECOVERY (2017)
 ME0524
 ME0524'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2914 ***********************************************************************
 ME2914  DESIGNATION -  HAMMOND BASE A STATION
 ME2914  PID         -  ME2914
 ME2914  STATE/COUNTY-  IN/LAKE
 ME2914  COUNTRY     -  US
 ME2914  USGS QUAD   -  CALUMET CITY (2018)
 ME2914
 ME2914                         *CURRENT SURVEY CONTROL
 ME2914  ______________________________________________________________________
 ME2914* NAD 83(1997) POSITION- 41 33 09.35375(N) 087 31 06.62433(W)   ADJUSTED
 ME2914* NAVD 88 ORTHO HEIGHT -   188.46  (+/-2cm)      618.3   (feet) VERTCON3
 ME2914  ______________________________________________________________________
 ME2914  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 ME2914  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 ME2914  HORZ ORDER      -  SECOND
 ME2914  VERT ORDER      -  THIRD ? (See Below)
 ME2914
 ME2914.The horizontal coordinates were established by classical geodetic methods
 ME2914.and adjusted by the National Geodetic Survey in May 1999.
 ME2914
 ME2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2914
 ME2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2914.GEOID18 height accuracy estimate available here.
 ME2914
 ME2914.The vertical order pertains to the NGVD 29 superseded value.
 ME2914
 ME2914.Click photographs - Photos may exist for this station.
 ME2914
 ME2914.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2914
 ME2914. The following values were computed from the NAD 83(1997) position.
 ME2914
 ME2914;                    North         East     Units Scale Factor Converg.
 ME2914;SPC IN W     -   700,018.753   863,695.269   MT  0.99998288   -0 17 19.2
 ME2914;SPC IN W     - 2,296,644.86  2,833,640.23   sFT  0.99998288   -0 17 19.2
 ME2914;UTM  16      - 4,600,233.447   456,758.952   MT  0.99962301   -0 20 38.2
 ME2914
 ME2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2914!SPC IN W     -   0.99997570  x   0.99998288  =   0.99995858
 ME2914!UTM  16      -   0.99997570  x   0.99962301  =   0.99959872
 ME2914
 ME2914:                Primary Azimuth Mark                     Grid Az
 ME2914:SPC IN W     -  HAMMOND N BASE                           000 13 31.9
 ME2914:UTM  16      -  HAMMOND N BASE                           000 16 50.9
 ME2914
 ME2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5675800233(NAD 83)
 ME2914
 ME2914|---------------------------------------------------------------------|
 ME2914| PID    Reference Object                     Distance      Geod. Az  |
 ME2914|                                                           dddmmss.s |
 ME2914| ME2915 HAMMOND BASE B STATION              272.279 METERS 17137     |
 ME2914| ME2916 HAMMOND N BASE                      APPROX. 6.4 KM 3595612.7 |
 ME2914|---------------------------------------------------------------------|
 ME2914
 ME2914                          SUPERSEDED SURVEY CONTROL
 ME2914
 ME2914  NAD 83(1994)-  41 33 09.35896(N)    087 31 06.63146(W) AD(       ) 2
 ME2914  NAD 83(1986)-  41 33 09.35901(N)    087 31 06.63143(W) AD(       ) 2
 ME2914  NAD 27      -  41 33 09.23320(N)    087 31 06.48540(W) AD(       ) 2
 ME2914  NGVD 29             188.56   (m)          618.6    (f) LEVELING    3  
 ME2914
 ME2914.Superseded values are not recommended for survey control.
 ME2914
 ME2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2914.See file dsdata.pdf to determine how the superseded data were derived.
 ME2914
 ME2914_MARKER: B = BOLT
 ME2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2914_PROJECTION: RECESSED 20 CENTIMETERS
 ME2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2914+STABILITY: SURFACE MOTION
 ME2914
 ME2914  HISTORY     - Date     Condition        Report By
 ME2914  HISTORY     - 1952     MONUMENTED       CGS
 ME2914  HISTORY     - 1955     GOOD             CGS
 ME2914  HISTORY     - 1963     GOOD             USGS
 ME2914  HISTORY     - 1970     GOOD             ILHD
 ME2914  HISTORY     - 1976     GOOD             LOCENG
 ME2914
 ME2914                          STATION DESCRIPTION
 ME2914
 ME2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2914'STATION IS LOCATED ABOUT 3-3/4 MILES NORTH OF DYER AND 1 MILE
 ME2914'SOUTHWEST OF MUNSTER ON A
 ME2914'TANGENT WITH THE EAST RAIL OF THE MONON RAILROAD.  IT IS ABOUT 295
 ME2914'FEET SOUTH OF A POINT WHERE THE RAIL
 ME2914'CURVES SOUTHEAST, 270 FEET NORTH OF THE CENTER OF A DIRT ROAD, 51
 ME2914'FEET SOUTHEAST OF A TELEPHONE POLE, 45
 ME2914'FEET NORTHEAST OF A TELEPHONE POLE AND 7 FEET
 ME2914'WEST OF THE WEST RAIL OF THE TRACK.  THE MARK IS AN
 ME2914'IRREGULAR SHAPED MASS OF CONCRETE
 ME2914'ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND WITH AN IRON BOLT IN
 ME2914'THE TOP.  THE POINT USED IS A DOT
 ME2914'PUNCHED IN THE HEAD OF THE BOLT.
 ME2914'
 ME2914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS. 6 AND 41
 ME2914'WITH STATE HIGHWAY 141 IN
 ME2914'MUNSTER, GO SOUTH ON HIGHWAY 141 FOR 0.6 MILE TO A DIRT CROSSROAD,
 ME2914'TURN RIGHT AND GO WEST ON DIRT ROAD
 ME2914'FOR 0.5 MILE TO THE MONON RAILROAD CROSSING, TURN RIGHT
 ME2914'AND GO NORTH ALONG TRACK TO THE STATION ON THE
 ME2914'LEFT, WEST SIDE OF TRACK AS DESCRIBED.
 ME2914'
 ME2914'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2914
 ME2914                          STATION RECOVERY (1955)
 ME2914
 ME2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2914'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2914
 ME2914                          STATION RECOVERY (1963)
 ME2914
 ME2914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME2914'STATION WAS RECOVERED IN GOOD CONDITION.  NOTHING VISIBLE FROM TRIPOD
 ME2914'HEIGHT.
 ME2914'DESCRIPTION IS ADEQUATE.
 ME2914
 ME2914                          STATION RECOVERY (1970)
 ME2914
 ME2914'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 ME2914'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING CHANGE.
 ME2914'THE DIRT ROAD MENTIONED THROUGHOUT THE DESCRIPTION IS NOW A PAVED
 ME2914'STREET AND IS ENTITLED FISHER ST.
 ME2914
 ME2914                          STATION RECOVERY (1976)
 ME2914
 ME2914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME2914'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DIRT ROAD MENTIONED IN
 ME2914'THE DESCRIPTION IS FISHER ST. AND IS NOW PAVED.
 ME2914'
 ME2914'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. SW OF MUNSTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2915 ***********************************************************************
 ME2915  DESIGNATION -  HAMMOND BASE B STATION
 ME2915  PID         -  ME2915
 ME2915  STATE/COUNTY-  IN/LAKE
 ME2915  COUNTRY     -  US
 ME2915  USGS QUAD   -  CALUMET CITY (2018)
 ME2915
 ME2915                         *CURRENT SURVEY CONTROL
 ME2915  ______________________________________________________________________
 ME2915* NAD 83(1997) POSITION- 41 33 00.62250(N) 087 31 04.91163(W)   ADJUSTED
 ME2915* NAVD 88 ORTHO HEIGHT -   189.52  (+/-2cm)      621.8   (feet) VERTCON3
 ME2915  ______________________________________________________________________
 ME2915  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 ME2915  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 ME2915  HORZ ORDER      -  SECOND
 ME2915  VERT ORDER      -  THIRD ? (See Below)
 ME2915
 ME2915.The horizontal coordinates were established by classical geodetic methods
 ME2915.and adjusted by the National Geodetic Survey in May 1999.
 ME2915
 ME2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2915
 ME2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2915.GEOID18 height accuracy estimate available here.
 ME2915
 ME2915.The vertical order pertains to the NGVD 29 superseded value.
 ME2915
 ME2915.Click photographs - Photos may exist for this station.
 ME2915
 ME2915.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2915
 ME2915. The following values were computed from the NAD 83(1997) position.
 ME2915
 ME2915;                    North         East     Units Scale Factor Converg.
 ME2915;SPC IN W     -   699,749.191   863,733.604   MT  0.99998285   -0 17 18.0
 ME2915;SPC IN W     - 2,295,760.47  2,833,766.00   sFT  0.99998285   -0 17 18.0
 ME2915;UTM  16      - 4,599,963.946   456,797.012   MT  0.99962297   -0 20 37.0
 ME2915
 ME2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2915!SPC IN W     -   0.99997553  x   0.99998285  =   0.99995838
 ME2915!UTM  16      -   0.99997553  x   0.99962297  =   0.99959851
 ME2915
 ME2915:                Primary Azimuth Mark                     Grid Az
 ME2915:SPC IN W     -  HAMMOND S BASE                           180 17 02.7
 ME2915:UTM  16      -  HAMMOND S BASE                           180 20 21.7
 ME2915
 ME2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5679799963(NAD 83)
 ME2915
 ME2915|---------------------------------------------------------------------|
 ME2915| PID    Reference Object                     Distance      Geod. Az  |
 ME2915|                                                           dddmmss.s |
 ME2915| ME2580 HAMMOND S BASE                      APPROX. 5.7 KM 1795944.7 |
 ME2915| ME2914 HAMMOND BASE A STATION              272.279 METERS 35137     |
 ME2915|---------------------------------------------------------------------|
 ME2915
 ME2915                          SUPERSEDED SURVEY CONTROL
 ME2915
 ME2915  NAD 83(1994)-  41 33 00.62785(N)    087 31 04.91879(W) AD(       ) 2
 ME2915  NAD 83(1986)-  41 33 00.62783(N)    087 31 04.91874(W) AD(       ) 2
 ME2915  NAD 27      -  41 33 00.50310(N)    087 31 04.77300(W) AD(       ) 2
 ME2915  NGVD 29             189.62   (m)          622.1    (f) LEVELING    3  
 ME2915
 ME2915.Superseded values are not recommended for survey control.
 ME2915
 ME2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2915.See file dsdata.pdf to determine how the superseded data were derived.
 ME2915
 ME2915_MARKER: B = BOLT
 ME2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2915_PROJECTION: RECESSED 20 CENTIMETERS
 ME2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2915+STABILITY: SURFACE MOTION
 ME2915
 ME2915  HISTORY     - Date     Condition        Report By
 ME2915  HISTORY     - 1952     MONUMENTED       CGS
 ME2915  HISTORY     - 1955     SEE DESCRIPTION  CGS
 ME2915  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 ME2915
 ME2915                          STATION DESCRIPTION
 ME2915
 ME2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2915'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF DYER AND 1 MILE
 ME2915'SOUTHWEST OF MUNSTER ON A
 ME2915'TANGENT WITH THE EAST RAIL OF THE MONON RAILROAD.  IT IS ABOUT 250
 ME2915'FEET NORTH OF A POINT WHERE THE RAIL
 ME2915'TURNS SOUTH COMING OUT OF AN S CURVE, 300 FEET NORTH OF THE
 ME2915'PENNSYLVANIA RAILROAD CROSS TRACKS, 35
 ME2915'FEET SOUTHEAST OF AN ELEVATED BLOCK SIGNAL, 35
 ME2915'FEET EAST OF A TELEPHONE POLE AND 7 FEET EAST OF THE EAST
 ME2915'RAIL OF THE TRACK.  THE MARK IS AN
 ME2915'IRREGULAR SHAPED MASS OF CONCRETE ABOUT 8 INCHES BELOW THE SURFACE OF
 ME2915'THE GROUND WITH AN IRON BOLT IN THE
 ME2915'TOP.  THE POINT USED IS A DOT PUNCHED IN THE HEAD OF THE BOLT.
 ME2915'
 ME2915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS. 6 AND 41
 ME2915'WITH STATE HIGHWAY 141 IN
 ME2915'MUNSTER, GO SOUTH ON HIGHWAY 141 FOR 0.6 MILE TO A DIRT CROSSROAD,
 ME2915'TURN RIGHT AND GO WEST ON DIRT ROAD
 ME2915'FOR 0.5 MILE TO THE MONON RAILROAD CROSSING, TURN LEFT
 ME2915'AND GO SOUTHEAST ALONG TRACK FOR ABOUT 600 FEET
 ME2915'TO THE MARK ON THE LEFT, EAST SIDE OF
 ME2915'TRACK AS DESCRIBED.
 ME2915'
 ME2915'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2915
 ME2915                          STATION RECOVERY (1955)
 ME2915
 ME2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2915'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2915
 ME2915                          STATION RECOVERY (1976)
 ME2915
 ME2915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME2915'NOT RECOVERED - A RR SPUR TRACK HAS BEEN BUILT AT THE LOCATION - THE
 ME2915'MARK IS EITHER BURIED UNDER THE TRACK OR DESTROYED.
 ME2915'
 ME2915'THE DIRT ROAD MENTIONED IN THE DESCRIPTION IS FISHER ST. AND IS
 ME2915'NOW PAVED.
 ME2915'
 ME2915'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. SW OF MUNSTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2495 ***********************************************************************
 ME2495  DESIGNATION -  HAMMOND MUNICIPAL TANK
 ME2495  PID         -  ME2495
 ME2495  STATE/COUNTY-  IN/LAKE
 ME2495  COUNTRY     -  US
 ME2495  USGS QUAD   -  HIGHLAND (2019)
 ME2495
 ME2495                         *CURRENT SURVEY CONTROL
 ME2495  ______________________________________________________________________
 ME2495* NAD 83(1997) POSITION- 41 35 42.39965(N) 087 29 58.69450(W)   ADJUSTED
 ME2495  ______________________________________________________________________
 ME2495  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 ME2495  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 ME2495  HORZ ORDER      -  THIRD
 ME2495
 ME2495.The horizontal coordinates were established by classical geodetic methods
 ME2495.and adjusted by the National Geodetic Survey in May 1999.
 ME2495
 ME2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2495.GEOID18 height accuracy estimate available here.
 ME2495
 ME2495.Click photographs - Photos may exist for this station.
 ME2495
 ME2495.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2495
 ME2495. The following values were computed from the NAD 83(1997) position.
 ME2495
 ME2495;                    North         East     Units Scale Factor Converg.
 ME2495;SPC IN W     -   704,732.531   865,292.234   MT  0.99998149   -0 16 34.9
 ME2495;SPC IN W     - 2,312,109.98  2,838,879.60   sFT  0.99998149   -0 16 34.9
 ME2495;UTM  16      - 4,604,943.985   458,359.889   MT  0.99962134   -0 19 54.1
 ME2495
 ME2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5835904943(NAD 83)
 ME2495
 ME2495                          SUPERSEDED SURVEY CONTROL
 ME2495
 ME2495  NAD 83(1994)-  41 35 42.40488(N)    087 29 58.70175(W) AD(       ) 3
 ME2495  NAD 83(1986)-  41 35 42.40492(N)    087 29 58.70172(W) AD(       ) 3
 ME2495  NAD 27      -  41 35 42.28005(N)    087 29 58.55852(W) AD(       ) 3
 ME2495
 ME2495.Superseded values are not recommended for survey control.
 ME2495
 ME2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2495.See file dsdata.pdf to determine how the superseded data were derived.
 ME2495
 ME2495_MARKER: 53 = ELEVATED TANK
 ME2495
 ME2495  HISTORY     - Date     Condition        Report By
 ME2495  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2495  HISTORY     - 1955     GOOD             CGS
 ME2495
 ME2495                          STATION DESCRIPTION
 ME2495
 ME2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2495'THE STATION IS THE BALL AT THE APEX OF THE HAMMOND MUNI. WATER TANK,
 ME2495'LOCATED 100 FEET SOUTHEAST OF
 ME2495'THE INTERSECTION OF COLUMBIA AVENUE AND 165TH STREET.  THE TANK IS A
 ME2495'TWELVE LEGGED STEEL STRUCTURE ABOUT
 ME2495'90 FEET HIGH AND IS PAINTED SILVER.
 ME2495
 ME2495                          STATION RECOVERY (1955)
 ME2495
 ME2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2495'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2916 ***********************************************************************
 ME2916  DESIGNATION -  HAMMOND N BASE
 ME2916  PID         -  ME2916
 ME2916  STATE/COUNTY-  IN/LAKE
 ME2916  COUNTRY     -  US
 ME2916  USGS QUAD   -  CALUMET CITY (2018)
 ME2916
 ME2916                         *CURRENT SURVEY CONTROL
 ME2916  ______________________________________________________________________
 ME2916* NAD 83(1997) POSITION- 41 36 37.12329(N) 087 31 06.92935(W)   ADJUSTED
 ME2916* NAVD 88 ORTHO HEIGHT -   180.97  (+/-2cm)      593.7   (feet) VERTCON3
 ME2916  ______________________________________________________________________
 ME2916  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 ME2916  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 ME2916  HORZ ORDER      -  FIRST
 ME2916  VERT ORDER      -  THIRD ? (See Below)
 ME2916
 ME2916.The horizontal coordinates were established by classical geodetic methods
 ME2916.and adjusted by the National Geodetic Survey in May 1999.
 ME2916
 ME2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2916
 ME2916.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2916.GEOID18 height accuracy estimate available here.
 ME2916
 ME2916.The vertical order pertains to the NGVD 29 superseded value.
 ME2916
 ME2916.Click photographs - Photos may exist for this station.
 ME2916
 ME2916.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2916
 ME2916. The following values were computed from the NAD 83(1997) position.
 ME2916
 ME2916;                    North         East     Units Scale Factor Converg.
 ME2916;SPC IN W     -   706,428.586   863,720.518   MT  0.99998286   -0 17 20.5
 ME2916;SPC IN W     - 2,317,674.45  2,833,723.07   sFT  0.99998286   -0 17 20.5
 ME2916;UTM  16      - 4,606,640.946   456,790.377   MT  0.99962298   -0 20 39.8
 ME2916
 ME2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2916!SPC IN W     -   0.99997687  x   0.99998286  =   0.99995973
 ME2916!UTM  16      -   0.99997687  x   0.99962298  =   0.99959986
 ME2916
 ME2916:                Primary Azimuth Mark                     Grid Az
 ME2916:SPC IN W     -  HAMMOND N BASE AZ MK RESET               356 47 16.0
 ME2916:UTM  16      -  HAMMOND N BASE AZ MK RESET               356 50 35.3
 ME2916
 ME2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5679006640(NAD 83)
 ME2916
 ME2916|---------------------------------------------------------------------|
 ME2916| PID    Reference Object                     Distance      Geod. Az  |
 ME2916|                                                           dddmmss.s |
 ME2916| ME2512 E CHICAGO N IND P S CO GAS TK       APPROX. 5.3 KM 0380450.0 |
 ME2916| ME2509 HAMMOND RADIO STA WJOB MAST         APPROX. 3.6 KM 1143144.8 |
 ME2916| ME2495 HAMMOND MUNICIPAL TANK              APPROX. 2.3 KM 1365324.2 |
 ME2916| ME2505 HIGHLAND MUNICIPAL TANK             APPROX. 8.5 KM 1453754.8 |
 ME2916| CM3615 HAMMOND N BASE RM 1                  26.297 METERS 16346     |
 ME2916| CM3616 HAMMOND N BASE RM 2                  25.043 METERS 28747     |
 ME2916| CM3617 HAMMOND N BASE RM 3                  35.401 METERS 31632     |
 ME2916| ME2920 HAMMOND PRATT FOOD CO TANK          APPROX. 1.6 KM 3444102.9 |
 ME2916| CM3614 HAMMOND N BASE AZ MK RESET                         3562955.5 |
 ME2916| CM3613 HAMMOND N BASE AZ MK                               3565649.6 |
 ME2916|---------------------------------------------------------------------|
 ME2916
 ME2916                          SUPERSEDED SURVEY CONTROL
 ME2916
 ME2916  NAD 83(1994)-  41 36 37.12849(N)    087 31 06.93675(W) AD(       ) 1
 ME2916  NAD 83(1986)-  41 36 37.12851(N)    087 31 06.93673(W) AD(       ) 1
 ME2916  NAD 27      -  41 36 37.00480(N)    087 31 06.79230(W) AD(       ) 1
 ME2916  NGVD 29             181.07   (m)          594.1    (f) LEVELING    3  
 ME2916
 ME2916.Superseded values are not recommended for survey control.
 ME2916
 ME2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2916.See file dsdata.pdf to determine how the superseded data were derived.
 ME2916
 ME2916_MARKER: DS = TRIANGULATION STATION DISK
 ME2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2916_STAMPING: HAMMOND N BASE 1952
 ME2916_MARK LOGO: CGS
 ME2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2916+STABILITY: SURFACE MOTION
 ME2916
 ME2916  HISTORY     - Date     Condition        Report By
 ME2916  HISTORY     - 1952     MONUMENTED       CGS
 ME2916  HISTORY     - 1953     GOOD             CGS
 ME2916  HISTORY     - 1959     GOOD             CGS
 ME2916  HISTORY     - 1974     GOOD             NGS
 ME2916  HISTORY     - 1976     MARK NOT FOUND   NGS
 ME2916  HISTORY     - 1976     GOOD             NGS
 ME2916
 ME2916                          STATION DESCRIPTION
 ME2916
 ME2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2916'STATION IS LOCATED IN HAMMOND ON THE EAST RIGHT-OF-WAY OF THE MONON
 ME2916'RAILROAD, ABOUT 0.2 MILE
 ME2916'SOUTH OF DOUGLAS STREET AND JUST EAST OF THE INTERSECTION OF CARROLL
 ME2916'STREET AND LYMAN AVENUE.  IT IS
 ME2916'80 FEET EAST OF THE CENTER OF LYMAN AVENUE, 29 FEET
 ME2916'EAST OF THE EAST RAIL OF THE MONON RAILROAD AND 5
 ME2916'FEET SOUTHEAST OF A WHITE WITNESS
 ME2916'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMMOND N
 ME2916'BASE 1952.
 ME2916'
 ME2916'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 ME2916'AND 9 FEET WEST OF A
 ME2916'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2916'HAMMOND N BASE NO 1 1952.
 ME2916'
 ME2916'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE WEST RAIL OF THE
 ME2916'RAILROAD, 29 FEET NORTH OF
 ME2916'THE CENTER OF LYMAN AVENUE AND 12 FEET NORTHWEST OF A TELEPHONE POLE.
 ME2916'THE MARK PROJECTS 7 INCHES AND
 ME2916'THE DISK IS STAMPED HAMMOND N BASE NO 2 1952.
 ME2916'
 ME2916'AZIMUTH MARK IS 160 FEET SOUTH OF THE CENTER OF DOUGLAS STREET, 12
 ME2916'FEET EAST OF THE EAST
 ME2916'RAIL OF THE MONON RAILROAD, 2 FEET SOUTH OF A TELEPHONE POLE AND 2
 ME2916'FEET SOUTHWEST OF A WHITE
 ME2916'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2916'HAMMOND N BASE 1952.
 ME2916'
 ME2916'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 ME2916
 ME2916                          STATION RECOVERY (1953)
 ME2916
 ME2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 ME2916'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 ME2916'CONDITION.  AT THE REQUEST
 ME2916'OF THE ERIE RAILROAD COMPANY THE AZIMTH MARK WAS MOVED.  THE OLD
 ME2916'DESCRIPTION OF THE STATION IS
 ME2916'ADEQUATE.  A DESCRIPTION OF THE NEW AZIMUTH MARK
 ME2916'FOLLOWS-
 ME2916'
 ME2916'AZIMUTH MARK IS ABOUT 100 FEET EAST OF THE CENTER OF LYMAN AVENUE, 3
 ME2916'FEET WEST OF THE WEST RAIL OF
 ME2916'THE MONON RAILROAD AND CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 ME2916'CORNER OF THE LOADING PLATFORM AT
 ME2916'THE MONON RAILROAD DEPOT.  THE DISK IS FLUSH WITH
 ME2916'THE TOP OF THE CURBING AND IS STAMPED HAMMOND N BASE
 ME2916'1952 RESET 1953.
 ME2916
 ME2916                          STATION RECOVERY (1959)
 ME2916
 ME2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2916'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 ME2916'IN GOOD CONDITION, EXCEPT
 ME2916'REFERENCE MARK NUMBER 2, WHICH WAS DESTROYED.
 ME2916'
 ME2916'REFERENCE MARK NO. 3 WAS ESTABLISHED, IT IS 41 FEET EAST OF THE
 ME2916'APPROXIMATE CENTER OF LYMAN
 ME2916'AVENUE, 30 FEET WEST OF THE WEST RAIL OF THE MONON RAILROAD TRACKS
 ME2916'AND 2 FEET SOUTHEAST OF
 ME2916'TELEPHONE POLE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 ME2916'TOP OF A 10 BY 10 INCH CONCRETE POST
 ME2916'PROJECTING ABOUT 3 INCHES AND THE DISK IS STAMPED
 ME2916'HAMMOND N. BASE NO 3 1952.
 ME2916'
 ME2916'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 ME2916
 ME2916                          STATION RECOVERY (1974)
 ME2916
 ME2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME2916'STATION IS AT THE INTERSECTION OF LYMAN AVENUE AND
 ME2916'CARROLL ST. IN HAMMOND.
 ME2916'
 ME2916'STATION IS A USCGS LIMESTONE MONUMENT BURIED 30 INCHES IN THE GRAVEL
 ME2916'PARKING LOT - 4.0 FEET BELOW THE TOP OF THE RR RAIL.  - A 30 INCH X
 ME2916'NO. 6 REBAR WAS SET DIRECTLY OVER THE DIMPLE IN THE STONE.
 ME2916'
 ME2916'AZIMUTH MARK IS AT THE INTERSECTION OF LYMAN AVENUE AND
 ME2916'DOUGLAS ST. IN HAMMOND.
 ME2916'
 ME2916'AZ MK IS A USCGS BRASS DISK SET IN THE CONCRETE CURBING AT THE SE
 ME2916'CORNER OF THE LOADING PLATFORM OF THE ABANDONED L AND N RR
 ME2916'STATION - 100 FEET  E. OF THE CENTER OF LYMAN AVE. AND 160 FEET
 ME2916'S. OF THE CENTER OF DOUGLAS ST.
 ME2916'
 ME2916'AZ MK 1953 RECOVERED IN GOOD CONDITION AS DESCRIBED - RR STATION IS
 ME2916'NOW ABANDONED.
 ME2916'
 ME2916'DISTANCE (HORIZONTAL) FROM AZ MARK TO STATION = 853.25 FT. (BY LASER
 ME2916'RANGER).
 ME2916'
 ME2916'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HAMMOND.
 ME2916
 ME2916                          STATION RECOVERY (1976)
 ME2916
 ME2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ME2916'HAMMOND N. BASE 1952 WAS NOT FOUND DUE TO A BITUMONOUS SURFACE AT THE
 ME2916'LOCATION.  TALKED TO MR. BUD ALBREE FROM THE K. OF C. WHO SAID THAT
 ME2916'SOME FILL WAS USED NEAR THE LOCATION OF THE MARK BEFORE THE SURFACE
 ME2916'WAS LAID AND THAT THE MARK MIGHT STILL BE INTACT.
 ME2916'
 ME2916'REF. MK. NO. 1 WAS NOT FOUND AND BELIEVED DESTROYED DUE TO
 ME2916'CONSTRUCTION OF A TENNIS COURT.
 ME2916'
 ME2916'AZI MKS DESCRIPTION - WEST RAIL AND DEPOT HAVE BEEN DESTROYED.
 ME2916'
 ME2916'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN HAMMOND.
 ME2916
 ME2916                          STATION RECOVERY (1976)
 ME2916
 ME2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ME2916'HAMMOND N. BASE UNDERGROUND MARK WAS FOUND.
 ME2916'
 ME2916'RM 1 NOT FOUND - FALLS IN A LANDSCAPED AREA INSIDE A FENCE.
 ME2916'
 ME2916'RM 2 NOT FOUND - A LARGE HOLE WAS DUG WITH NO RESULTS.
 ME2916'
 ME2916'AZ MK OK.
 ME2916'
 ME2916'NOTE--UNDERGROUND MARK WAS LOCATED AND THE POSITION VERIFIED BY LASER
 ME2916'RANGER DISTANCE MEASURMENTS FROM HAMMOND BASE A STATION APPROX. 4
 ME2916'MI.  S. ALONG THE RR TANGENT.  THE MEASUREMENT CHECKED THE PUBLISHED
 ME2916'DISTANCE WITHIN 0.2 FT.
 ME2916'
 ME2916'DESCRIPTION IS OBSOLETE.
 ME2916'
 ME2916'HORIZONTAL DISTANCE TO AZ MK = 853.25 FT.  (BY LASER RANGER).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2920 ***********************************************************************
 ME2920  DESIGNATION -  HAMMOND PRATT FOOD CO TANK
 ME2920  PID         -  ME2920
 ME2920  STATE/COUNTY-  IN/LAKE
 ME2920  COUNTRY     -  US
 ME2920  USGS QUAD   -  CALUMET CITY (2018)
 ME2920
 ME2920                         *CURRENT SURVEY CONTROL
 ME2920  ______________________________________________________________________
 ME2920* NAD 83(1997) POSITION- 41 37 27.66919(N) 087 31 25.37845(W)   ADJUSTED
 ME2920  ______________________________________________________________________
 ME2920  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 ME2920  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 ME2920  HORZ ORDER      -  THIRD
 ME2920
 ME2920.The horizontal coordinates were established by classical geodetic methods
 ME2920.and adjusted by the National Geodetic Survey in May 1999.
 ME2920
 ME2920.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2920.GEOID18 height accuracy estimate available here.
 ME2920
 ME2920.Click photographs - Photos may exist for this station.
 ME2920
 ME2920.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2920
 ME2920. The following values were computed from the NAD 83(1997) position.
 ME2920
 ME2920;                    North         East     Units Scale Factor Converg.
 ME2920;SPC IN W     -   707,990.130   863,301.321   MT  0.99998323   -0 17 33.1
 ME2920;SPC IN W     - 2,322,797.62  2,832,347.75   sFT  0.99998323   -0 17 33.1
 ME2920;UTM  16      - 4,608,202.333   456,372.839   MT  0.99962342   -0 20 52.4
 ME2920
 ME2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5637208202(NAD 83)
 ME2920
 ME2920                          SUPERSEDED SURVEY CONTROL
 ME2920
 ME2920  NAD 83(1994)-  41 37 27.67435(N)    087 31 25.38590(W) AD(       ) 3
 ME2920  NAD 83(1986)-  41 37 27.67435(N)    087 31 25.38580(W) AD(       ) 3
 ME2920  NAD 27      -  41 37 27.54986(N)    087 31 25.23980(W) AD(       ) 3
 ME2920
 ME2920.Superseded values are not recommended for survey control.
 ME2920
 ME2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2920.See file dsdata.pdf to determine how the superseded data were derived.
 ME2920
 ME2920_MARKER: 53 = ELEVATED TANK
 ME2920
 ME2920  HISTORY     - Date     Condition        Report By
 ME2920  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2920
 ME2920                          STATION DESCRIPTION
 ME2920
 ME2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2920'THE STATION IS THE BALL AT THE APEX OF THE PRATT FOOD CO. WATER TANK,
 ME2920'LOCATED 0.3 MILE NORTH OF THE
 ME2920'INTERSECTION OF STATE LINE ROAD AND WILLOW COURT IN HAMMOND.  THE
 ME2920'TANK IS A FOUR LEGGED STEEL STRUCTURE
 ME2920'ABOUT 175 FEET HIGH AND IS PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2509 ***********************************************************************
 ME2509  DESIGNATION -  HAMMOND RADIO STA WJOB MAST
 ME2509  PID         -  ME2509
 ME2509  STATE/COUNTY-  IN/LAKE
 ME2509  COUNTRY     -  US
 ME2509  USGS QUAD   -  HIGHLAND (2019)
 ME2509
 ME2509                         *CURRENT SURVEY CONTROL
 ME2509  ______________________________________________________________________
 ME2509* NAD 83(1997) POSITION- 41 35 48.72862(N) 087 28 45.72300(W)   ADJUSTED
 ME2509  ______________________________________________________________________
 ME2509  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 ME2509  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 ME2509  HORZ ORDER      -  THIRD
 ME2509
 ME2509.The horizontal coordinates were established by classical geodetic methods
 ME2509.and adjusted by the National Geodetic Survey in May 1999.
 ME2509
 ME2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2509.GEOID18 height accuracy estimate available here.
 ME2509
 ME2509.Click photographs - Photos may exist for this station.
 ME2509
 ME2509.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2509
 ME2509. The following values were computed from the NAD 83(1997) position.
 ME2509
 ME2509;                    North         East     Units Scale Factor Converg.
 ME2509;SPC IN W     -   704,919.830   866,983.056   MT  0.99998008   -0 15 46.5
 ME2509;SPC IN W     - 2,312,724.48  2,844,426.91   sFT  0.99998008   -0 15 46.5
 ME2509;UTM  16      - 4,605,129.585   460,050.282   MT  0.99961964   -0 19 05.7
 ME2509
 ME2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6005005129(NAD 83)
 ME2509
 ME2509                          SUPERSEDED SURVEY CONTROL
 ME2509
 ME2509  NAD 83(1994)-  41 35 48.73397(N)    087 28 45.73009(W) AD(       ) 3
 ME2509  NAD 83(1986)-  41 35 48.73401(N)    087 28 45.73009(W) AD(       ) 3
 ME2509  NAD 27      -  41 35 48.60953(N)    087 28 45.58879(W) AD(       ) 3
 ME2509
 ME2509.Superseded values are not recommended for survey control.
 ME2509
 ME2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2509.See file dsdata.pdf to determine how the superseded data were derived.
 ME2509
 ME2509_MARKER: 42 = RADIO/TV MAST
 ME2509
 ME2509  HISTORY     - Date     Condition        Report By
 ME2509  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2509  HISTORY     - 1955     GOOD             CGS
 ME2509  HISTORY     - 1976     GOOD             NGS
 ME2509
 ME2509                          STATION DESCRIPTION
 ME2509
 ME2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2509'THE STATION IS THE FLASHING RED LIGHT AT THE APEX OF RADIO STATION
 ME2509'WJOB MAST, LOCATED 0.2
 ME2509'MILE NORTHEAST OF THE INTERSECTION OF INDIANAPOLIS BOULEVARD AND
 ME2509'165TH STREET IN HAMMOND.  THE
 ME2509'MAST IS A STEEL STRUCTURE ABOUT 400 FEET HIGH, PAINTED IN
 ME2509'ALTERNATE SECTIONS RED AND WHITE.
 ME2509
 ME2509                          STATION RECOVERY (1955)
 ME2509
 ME2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2509'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2509
 ME2509                          STATION RECOVERY (1976)
 ME2509
 ME2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 ME2509'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2580 ***********************************************************************
 ME2580  DESIGNATION -  HAMMOND S BASE
 ME2580  PID         -  ME2580
 ME2580  STATE/COUNTY-  IN/LAKE
 ME2580  COUNTRY     -  US
 ME2580  USGS QUAD   -  DYER (2019)
 ME2580
 ME2580                         *CURRENT SURVEY CONTROL
 ME2580  ______________________________________________________________________
 ME2580* NAD 83(2011) POSITION- 41 29 56.31947(N) 087 31 04.88418(W)   ADJUSTED
 ME2580* NAD 83(2011) ELLIP HT-   158.282 (meters)        (06/27/12)   ADJUSTED
 ME2580* NAD 83(2011) EPOCH   -  2010.00
 ME2580* NAVD 88 ORTHO HEIGHT -   191.8   (meters)      629.    (feet) GPS OBS
 ME2580  ______________________________________________________________________
 ME2580  NAVD 88 orthometric height was determined with geoid model    GEOID96
 ME2580  GEOID HEIGHT    -        -33.321 (meters)                     GEOID96
 ME2580  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 ME2580  NAD 83(2011) X  -    207,179.123 (meters)                     COMP
 ME2580  NAD 83(2011) Y  - -4,779,683.793 (meters)                     COMP
 ME2580  NAD 83(2011) Z  -  4,204,192.094 (meters)                     COMP
 ME2580  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 ME2580
 ME2580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2580  Standards:
 ME2580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2580  -------------------------------------------------------------------
 ME2580  NETWORK    4.15   2.31           1.85   1.50   1.18      0.10586024
 ME2580  -------------------------------------------------------------------
 ME2580  Click here for local accuracies and other accuracy information.
 ME2580
 ME2580.The horizontal coordinates were established by GPS observations
 ME2580.and adjusted by the National Geodetic Survey in June 2012.
 ME2580
 ME2580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2580.been affixed to the stable North American tectonic plate. See 
 ME2580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2580
 ME2580.The horizontal coordinates are valid at the epoch date displayed above
 ME2580.which is a decimal equivalence of Year/Month/Day.
 ME2580
 ME2580.The orthometric height was determined by GPS observations and a
 ME2580.high-resolution geoid model.
 ME2580
 ME2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2580.GEOID18 height accuracy estimate available here.
 ME2580
 ME2580.Click photographs - Photos may exist for this station.
 ME2580
 ME2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2580
 ME2580.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2580
 ME2580.The ellipsoidal height was determined by GPS observations
 ME2580.and is referenced to NAD 83.
 ME2580
 ME2580. The following values were computed from the NAD 83(2011) position.
 ME2580
 ME2580;                    North         East     Units Scale Factor Converg.
 ME2580;SPC IN W     -   694,063.401   863,705.642   MT  0.99998287   -0 17 16.9
 ME2580;SPC IN W     - 2,277,106.34  2,833,674.26   sFT  0.99998287   -0 17 16.9
 ME2580;UTM  16      - 4,594,280.231   456,763.580   MT  0.99962300   -0 20 35.7
 ME2580
 ME2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2580!SPC IN W     -   0.99997517  x   0.99998287  =   0.99995804
 ME2580!UTM  16      -   0.99997517  x   0.99962300  =   0.99959818
 ME2580
 ME2580:                Primary Azimuth Mark                     Grid Az
 ME2580:SPC IN W     -  HAMMOND S BASE AZ MK                     269 48 38.4
 ME2580:UTM  16      -  HAMMOND S BASE AZ MK                     269 51 57.2
 ME2580
 ME2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5676394280(NAD 83)
 ME2580
 ME2580|---------------------------------------------------------------------|
 ME2580| PID    Reference Object                     Distance      Geod. Az  |
 ME2580|                                                           dddmmss.s |
 ME2580| CM3619 HAMMOND S BASE RM 1                  48.707 METERS 00152     |
 ME2580| ME2495 HAMMOND MUNICIPAL TANK              APPROX.10.8 KM 0081016.2 |
 ME2580| ME2512 E CHICAGO N IND P S CO GAS TK       APPROX.16.8 KM 0105910.1 |
 ME2580| ME2509 HAMMOND RADIO STA WJOB MAST         APPROX.11.3 KM 0163039.7 |
 ME2580| ME2494 GRIFFITH NORTH MUNICIPAL TANK       APPROX. 8.5 KM 0675522.9 |
 ME2580| ME2579 SCHEREVILLE ST MICHAEL CATH CH      APPROX. 5.6 KM 0991247.5 |
 ME2580| ME1442 A 90                                239.396 METERS 26550     |
 ME2580| CM3618 HAMMOND S BASE AZ MK                               2693121.5 |
 ME2580| CM3620 HAMMOND S BASE RM 2                  25.096 METERS 27606     |
 ME2580| ME2920 HAMMOND PRATT FOOD CO TANK          APPROX.13.9 KM 3580258.3 |
 ME2580|---------------------------------------------------------------------|
 ME2580
 ME2580                          SUPERSEDED SURVEY CONTROL
 ME2580
 ME2580  NAD 83(2007)-  41 29 56.31954(N)    087 31 04.88514(W) AD(2002.00) 0
 ME2580  ELLIP H (02/10/07)  158.303  (m)                       GP(2002.00)    
 ME2580  NAD 83(1997)-  41 29 56.31918(N)    087 31 04.88500(W) AD(       ) 1
 ME2580  ELLIP H (05/25/99)  158.272  (m)                       GP(       ) 4 1
 ME2580  NAD 83(1986)-  41 29 56.32249(N)    087 31 04.90058(W) AD(       ) 1
 ME2580  NAD 83(1986)-  41 29 56.32454(N)    087 31 04.89196(W) AD(       ) 1
 ME2580  NAD 27      -  41 29 56.19790(N)    087 31 04.74790(W) AD(       ) 1
 ME2580  NGVD 29             191.90   (m)          629.6    (f) LEVELING    3  
 ME2580
 ME2580.Superseded values are not recommended for survey control.
 ME2580
 ME2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2580.See file dsdata.pdf to determine how the superseded data were derived.
 ME2580
 ME2580_MARKER: DS = TRIANGULATION STATION DISK
 ME2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2580_STAMPING: HAMMOND S BASE 1952
 ME2580_MARK LOGO: CGS
 ME2580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2580+STABILITY: SURFACE MOTION
 ME2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2580+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 ME2580
 ME2580  HISTORY     - Date     Condition        Report By
 ME2580  HISTORY     - 1952     MONUMENTED       CGS
 ME2580  HISTORY     - 1968     GOOD             LOCSUR
 ME2580  HISTORY     - 1970     GOOD             ILHD
 ME2580  HISTORY     - 19970505 GOOD             ASCPC
 ME2580  HISTORY     - 20070414 GOOD             GEOCAC
 ME2580
 ME2580                          STATION DESCRIPTION
 ME2580
 ME2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2580'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE CROSSING OF THE MONON
 ME2580'RAILROAD AND THE NEW YORK CENTRAL RAILROAD TRACKS IN THE NORTH EDGE OF
 ME2580'DYER.  IT IS AOUT 255 FEET EAST OF THE CENTER OF STATE HIGHWAY 141, 93
 ME2580'FEET NORTHWEST OF THE CROSSING OF THE RAILROAD TRACKS, 35 FEET NORTH
 ME2580'OF THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD TRACKS AND 12 FEET
 ME2580'SOUTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 ME2580'DISK IS STAMPED HAMMOND S BASE 1952.
 ME2580'
 ME2580'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE WEST RAIL OF THE MONON
 ME2580'RAILROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2580'AND THE DISK IS STAMPED HAMMOND S BASE NO 1 1952.
 ME2580'
 ME2580'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE NORTH RAIL OF THE NEW
 ME2580'YORK CENTRAL RAILROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 ME2580'ABOUT 4 INCHES AND THE DISK IS STAMPED HAMMOND S BASE NO 2 1952.
 ME2580'
 ME2580'AZIMUTH MARK IS 18 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK
 ME2580'CENTRAL RAILROAD, 14 FEET WEST OF THE CENTER OF A FARM LANE, 2 FEET
 ME2580'NORTH OF A RAILROAD CROSSING SIGN AND 2 FEET NORTH OF A WHITE WITNESS
 ME2580'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2580'HAMMOND S BASE 1952.
 ME2580'
 ME2580'BENCH MARK A 90 IS 78 FEET EAST OF THE NORTHEAST CORNER OF THE NEW
 ME2580'YORK CENTRAL RAILROAD DEPOT, 19 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME2580'RAILROAD AND 4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS A 6 X 6
 ME2580'INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND WITH A U.S. COAST
 ME2580'AND GEODETIC SURVEY BENCH MARK DISK IN THE TOP STAMPED A 90 1934.
 ME2580'
 ME2580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE NORTH
 ME2580'SIDE OF THE NEW YORK CENTRAL RAILROAD TRACKS FOR 0.3 MILE TO THE MARK
 ME2580'AS DESCRIBED.
 ME2580'
 ME2580'TO REACH THE BENCH MARK FROM THE STATION, GO WEST ALONG THE SOUTH SIDE
 ME2580'OF THE RAILROAD TRACKS TO THE DEPOT AND THE MARK AS DESCRIBED.
 ME2580'
 ME2580'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2580
 ME2580                          STATION RECOVERY (1968)
 ME2580
 ME2580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (ARS)
 ME2580'HAMMOND S BASE 1952 RECOVERED.  STATION, RM 1, RM 2 AND AZIMUTH MARK
 ME2580'IN GOOD CONDITION.
 ME2580'
 ME2580'STATION AND RM 1 DESCRIPTIONS OK.  RM 2 IS NOW 4 FEET S. OF A FENCE
 ME2580'(PREVIOUSLY GIVEN AS 1 FOOT) AZIMUTH MARK 14 FEET WEST OF LAKE STREET
 ME2580'(PREVIOUSLY GIVEN AS FARM LANE) (LINE OF SIGHT TO AZIMUTH MARK IS
 ME2580'BLOCKED BY REDI-MIX CONCRETE PLANT SUGGEST USING TRAVERSE STA. A 90 AS
 ME2580'AZIMUTH MARK.)
 ME2580
 ME2580                          STATION RECOVERY (1970)
 ME2580
 ME2580'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 ME2580'HAMMOND S. BASE 1952 GOOD, HAMMOND S. BASE NO 1 1952 GOOD, HAMMOND S.
 ME2580'BASE NO 2 1952 GOOD.  HAMMOND S. BASE AZI MK GOOD.
 ME2580'
 ME2580'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR THE
 ME2580'FOLLOWING CHANGE RM 2 IS 4.5 FEET SOUTH OF THE FENCE.
 ME2580
 ME2580                          STATION RECOVERY (1997)
 ME2580
 ME2580'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME2580'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 ME2580'DESCRIPTION.
 ME2580
 ME2580                          STATION RECOVERY (2007)
 ME2580
 ME2580'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2580'STATION FOUND.  REFERENCE MARKS NOT SEARCHED FOR DUE TO THICKETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2516 ***********************************************************************
 JZ2516  DESIGNATION -  HAN G 1
 JZ2516  PID         -  JZ2516
 JZ2516  STATE/COUNTY-  IN/HANCOCK
 JZ2516  COUNTRY     -  US
 JZ2516  USGS QUAD   -  GREENFIELD (2019)
 JZ2516
 JZ2516                         *CURRENT SURVEY CONTROL
 JZ2516  ______________________________________________________________________
 JZ2516* NAD 83(1986) POSITION- 39 47 09.18   (N) 085 45 28.08   (W)   HD_HELD1
 JZ2516* NAVD 88 ORTHO HEIGHT -   265.101 (meters)      869.75  (feet) ADJUSTED
 JZ2516  ______________________________________________________________________
 JZ2516  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ2516  DYNAMIC HEIGHT  -        264.949 (meters)      869.25  (feet) COMP
 JZ2516  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2516
 JZ2516  VERT ORDER      -  SECOND    CLASS 0
 JZ2516
 JZ2516.The horizontal coordinates were determined by differentially corrected
 JZ2516.hand held GPS observations or other comparable positioning techniques
 JZ2516.and have an estimated accuracy of +/- 3 meters.
 JZ2516
 JZ2516.The orthometric height was determined by differential leveling and
 JZ2516.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2516.in June 1991.
 JZ2516
 JZ2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2516.GEOID18 height accuracy estimate available here.
 JZ2516
 JZ2516.Click photographs - Photos may exist for this station.
 JZ2516
 JZ2516.The dynamic height is computed by dividing the NAVD 88
 JZ2516.geopotential number by the normal gravity value computed on the
 JZ2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2516.degrees latitude (g = 980.6199 gals.).
 JZ2516
 JZ2516.The modeled gravity was interpolated from observed gravity values.
 JZ2516
 JZ2516;                    North         East    Units  Estimated Accuracy
 JZ2516;SPC IN E     -   503,748.5      92,193.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2516
 JZ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0636504730(NAD 83)
 JZ2516
 JZ2516                          SUPERSEDED SURVEY CONTROL
 JZ2516
 JZ2516  NGVD 29 (??/??/92)  265.221  (m)          870.15   (f) ADJ UNCH    2 0
 JZ2516
 JZ2516.Superseded values are not recommended for survey control.
 JZ2516
 JZ2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2516.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2516
 JZ2516_MARKER: DD = SURVEY DISK
 JZ2516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2516_SP_SET: BRIDGE
 JZ2516_STAMPING: HAN G 1
 JZ2516_MARK LOGO: INHD
 JZ2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2516+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2022
 JZ2516
 JZ2516  HISTORY     - Date     Condition        Report By
 JZ2516  HISTORY     - UNK      MONUMENTED       INHD
 JZ2516  HISTORY     - 1947     GOOD             CGS
 JZ2516  HISTORY     - 20041021 GOOD             GEOCAC
 JZ2516  HISTORY     - 20090203 GOOD             IN-059
 JZ2516  HISTORY     - 20220110 GOOD             INDOT
 JZ2516  HISTORY     - 20221208 GOOD             INDOT
 JZ2516
 JZ2516                          STATION DESCRIPTION
 JZ2516
 JZ2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2516'0.6 MI E FROM GREENFIELD.
 JZ2516'AT GREENFIELD, ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM
 JZ2516'THE COUNTY COURT HOUSE, IN THE TOP OF THE SIDEWALK ALONG THE
 JZ2516'NORTH SIDE OF A CONCRETE HIGHWAY BRIDGE OVER BIG BRANDYWINE
 JZ2516'CREEK, 31.5 FEET EAST OF THE WEST END OF THE BRIDGE, 8 FEET
 JZ2516'NORTH OF THE NORTH CURB OF THE HIGHWAY, 0.5 FOOT ABOVE HIGHWAY
 JZ2516'LEVEL.
 JZ2516
 JZ2516                          STATION RECOVERY (2004)
 JZ2516
 JZ2516'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JZ2516'RECOVERED IN GOOD CONDITION.
 JZ2516
 JZ2516                          STATION RECOVERY (2009)
 JZ2516
 JZ2516'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2516'RECOVERED IN GOOD CONDITION.
 JZ2516
 JZ2516                          STATION RECOVERY (2022)
 JZ2516
 JZ2516'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JH)
 JZ2516'RECOVERED IN GOOD CONDITION.
 JZ2516
 JZ2516                          STATION RECOVERY (2022)
 JZ2516
 JZ2516'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2516'MARK FOUND IN GREENFIELD, IN THE NORTH SIDEWALK, NEXT TO THE CONCRETE
 JZ2516'BRIDGE RAIL OF THE US40 BRIDGE OVER BRANDYWINE CREEK, 31.5 FT (9.6 M)
 JZ2516'EAST OF THE WEST END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2517 ***********************************************************************
 JZ2517  DESIGNATION -  HAN G 2
 JZ2517  PID         -  JZ2517
 JZ2517  STATE/COUNTY-  IN/HANCOCK
 JZ2517  COUNTRY     -  US
 JZ2517  USGS QUAD   -  CLEVELAND (2019)
 JZ2517
 JZ2517                         *CURRENT SURVEY CONTROL
 JZ2517  ______________________________________________________________________
 JZ2517* NAD 83(1986) POSITION- 39 47 11.28   (N) 085 44 43.32   (W)   HD_HELD1
 JZ2517* NAVD 88 ORTHO HEIGHT -   269.912 (meters)      885.54  (feet) ADJUSTED
 JZ2517  ______________________________________________________________________
 JZ2517  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ2517  DYNAMIC HEIGHT  -        269.757 (meters)      885.03  (feet) COMP
 JZ2517  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2517
 JZ2517  VERT ORDER      -  SECOND    CLASS 0
 JZ2517
 JZ2517.The horizontal coordinates were determined by differentially corrected
 JZ2517.hand held GPS observations or other comparable positioning techniques
 JZ2517.and have an estimated accuracy of +/- 3 meters.
 JZ2517
 JZ2517.The orthometric height was determined by differential leveling and
 JZ2517.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2517.in June 1991.
 JZ2517
 JZ2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2517.GEOID18 height accuracy estimate available here.
 JZ2517
 JZ2517.Click photographs - Photos may exist for this station.
 JZ2517
 JZ2517.The dynamic height is computed by dividing the NAVD 88
 JZ2517.geopotential number by the normal gravity value computed on the
 JZ2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2517.degrees latitude (g = 980.6199 gals.).
 JZ2517
 JZ2517.The modeled gravity was interpolated from observed gravity values.
 JZ2517
 JZ2517;                    North         East    Units  Estimated Accuracy
 JZ2517;SPC IN E     -   503,812.2      93,258.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2517
 JZ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0742904810(NAD 83)
 JZ2517
 JZ2517                          SUPERSEDED SURVEY CONTROL
 JZ2517
 JZ2517  NGVD 29 (??/??/92)  270.032  (m)          885.93   (f) ADJ UNCH    2 0
 JZ2517
 JZ2517.Superseded values are not recommended for survey control.
 JZ2517
 JZ2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2517.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2517
 JZ2517_MARKER: DD = SURVEY DISK
 JZ2517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2517_SP_SET: BRIDGE
 JZ2517_STAMPING: HAN G 2
 JZ2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2517
 JZ2517  HISTORY     - Date     Condition        Report By
 JZ2517  HISTORY     - UNK      MONUMENTED       INHD
 JZ2517  HISTORY     - 1947     GOOD             CGS
 JZ2517  HISTORY     - 20041024 MARK NOT FOUND   GEOCAC
 JZ2517  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2517
 JZ2517                          STATION DESCRIPTION
 JZ2517
 JZ2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2517'1.2 MI E FROM GREENFIELD.
 JZ2517'ABOUT 1.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURT
 JZ2517'HOUSE AT GREENFIELD, IN THE TOP OF THE NORTHWEST WINGWALL OF A
 JZ2517'30-FOOT CONCRETE BRIDGE OVER LITTLE BRANDYWINE CREEK, 21.5 FEET
 JZ2517'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE AND
 JZ2517'ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 JZ2517
 JZ2517                          STATION RECOVERY (2004)
 JZ2517
 JZ2517'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JZ2517'THE DESCRIBED SURVEY MARK, HAN G 2, NOT FOUND.  HOWEVER, THE DESCRIBED
 JZ2517'LOCATION IS OCCUPIED BY A HANCOCK COUNTY BENCHMARK DISK STAMPED HAN G
 JZ2517'2 RESET 1998 ELEV. 885.72.
 JZ2517
 JZ2517                          STATION RECOVERY (2009)
 JZ2517
 JZ2517'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2517'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2525 ***********************************************************************
 JZ2525  DESIGNATION -  HAN G 3
 JZ2525  PID         -  JZ2525
 JZ2525  STATE/COUNTY-  IN/HANCOCK
 JZ2525  COUNTRY     -  US
 JZ2525  USGS QUAD   -  CLEVELAND (2019)
 JZ2525
 JZ2525                         *CURRENT SURVEY CONTROL
 JZ2525  ______________________________________________________________________
 JZ2525* NAD 83(1986) POSITION- 39 47 23.     (N) 085 39 16.     (W)   SCALED
 JZ2525* NAVD 88 ORTHO HEIGHT -   284.221 (meters)      932.48  (feet) ADJUSTED
 JZ2525  ______________________________________________________________________
 JZ2525  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2525  DYNAMIC HEIGHT  -        284.058 (meters)      931.95  (feet) COMP
 JZ2525  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 JZ2525
 JZ2525  VERT ORDER      -  SECOND    CLASS 0
 JZ2525
 JZ2525.The horizontal coordinates were scaled from a map and have
 JZ2525.an estimated accuracy of +/- 6 seconds.
 JZ2525
 JZ2525.The orthometric height was determined by differential leveling and
 JZ2525.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2525.in June 1991.
 JZ2525
 JZ2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2525.GEOID18 height accuracy estimate available here.
 JZ2525
 JZ2525.Click photographs - Photos may exist for this station.
 JZ2525
 JZ2525.The dynamic height is computed by dividing the NAVD 88
 JZ2525.geopotential number by the normal gravity value computed on the
 JZ2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2525.degrees latitude (g = 980.6199 gals.).
 JZ2525
 JZ2525.The modeled gravity was interpolated from observed gravity values.
 JZ2525
 JZ2525;                    North         East    Units  Estimated Accuracy
 JZ2525;SPC IN E     -   504,170.      101,050.      MT  (+/- 180 meters Scaled)
 JZ2525
 JZ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK152052(NAD 83)
 JZ2525
 JZ2525                          SUPERSEDED SURVEY CONTROL
 JZ2525
 JZ2525  NGVD 29 (??/??/92)  284.344  (m)          932.89   (f) ADJ UNCH    2 0
 JZ2525
 JZ2525.Superseded values are not recommended for survey control.
 JZ2525
 JZ2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2525.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2525
 JZ2525_MARKER: DD = SURVEY DISK
 JZ2525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2525_SP_SET: CULVERT
 JZ2525_STAMPING: HAN G 3
 JZ2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2525+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2525
 JZ2525  HISTORY     - Date     Condition        Report By
 JZ2525  HISTORY     - UNK      MONUMENTED       INHD
 JZ2525  HISTORY     - 1947     GOOD             CGS
 JZ2525  HISTORY     - 20090203 GOOD             IN-059
 JZ2525
 JZ2525                          STATION DESCRIPTION
 JZ2525
 JZ2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2525'0.5 MI W FROM CLEVELAND.
 JZ2525'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2525'CHURCH AT CLEVELAND, SET IN THE TOP OF THE EAST END OF THE SOUTH
 JZ2525'HEAD WALL OF A 15 BY 5-FOOT CONCRETE CULVERT OVER A DITCH, 39
 JZ2525'FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF
 JZ2525'THE HIGHWAY, AND ABOUT 7 FEET BELOW THE HIGHWAY.
 JZ2525
 JZ2525                          STATION RECOVERY (2009)
 JZ2525
 JZ2525'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2523 ***********************************************************************
 JZ2523  DESIGNATION -  HAN G 4
 JZ2523  PID         -  JZ2523
 JZ2523  STATE/COUNTY-  IN/HANCOCK
 JZ2523  COUNTRY     -  US
 JZ2523  USGS QUAD   -  CLEVELAND (2019)
 JZ2523
 JZ2523                         *CURRENT SURVEY CONTROL
 JZ2523  ______________________________________________________________________
 JZ2523* NAD 83(1986) POSITION- 39 47 20.     (N) 085 41 08.     (W)   SCALED
 JZ2523* NAVD 88 ORTHO HEIGHT -   278.833 (meters)      914.80  (feet) ADJUSTED
 JZ2523  ______________________________________________________________________
 JZ2523  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2523  DYNAMIC HEIGHT  -        278.673 (meters)      914.28  (feet) COMP
 JZ2523  MODELED GRAVITY -    980,045.6   (mgal)                       NAVD 88
 JZ2523
 JZ2523  VERT ORDER      -  SECOND    CLASS 0
 JZ2523
 JZ2523.The horizontal coordinates were scaled from a map and have
 JZ2523.an estimated accuracy of +/- 6 seconds.
 JZ2523
 JZ2523.The orthometric height was determined by differential leveling and
 JZ2523.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2523.in June 1991.
 JZ2523
 JZ2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2523.GEOID18 height accuracy estimate available here.
 JZ2523
 JZ2523.Click photographs - Photos may exist for this station.
 JZ2523
 JZ2523.The dynamic height is computed by dividing the NAVD 88
 JZ2523.geopotential number by the normal gravity value computed on the
 JZ2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2523.degrees latitude (g = 980.6199 gals.).
 JZ2523
 JZ2523.The modeled gravity was interpolated from observed gravity values.
 JZ2523
 JZ2523;                    North         East    Units  Estimated Accuracy
 JZ2523;SPC IN E     -   504,080.       98,380.      MT  (+/- 180 meters Scaled)
 JZ2523
 JZ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK125051(NAD 83)
 JZ2523
 JZ2523                          SUPERSEDED SURVEY CONTROL
 JZ2523
 JZ2523  NGVD 29 (??/??/92)  278.955  (m)          915.20   (f) ADJ UNCH    2 0
 JZ2523
 JZ2523.Superseded values are not recommended for survey control.
 JZ2523
 JZ2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2523.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2523
 JZ2523_MARKER: DD = SURVEY DISK
 JZ2523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2523_SP_SET: BRIDGE
 JZ2523_STAMPING: HAN G 4
 JZ2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2523
 JZ2523  HISTORY     - Date     Condition        Report By
 JZ2523  HISTORY     - UNK      MONUMENTED       INHD
 JZ2523  HISTORY     - 1947     GOOD             CGS
 JZ2523  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2523
 JZ2523                          STATION DESCRIPTION
 JZ2523
 JZ2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2523'2.1 MI W FROM CLEVELAND.
 JZ2523'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2523'CHURCH AT CLEVELAND, SET IN THE TOP OF THE NORTHWEST WING WALL
 JZ2523'OF A 42-FOOT CONCRETE BRIDGE OVER NAMELESS CREEK, 21.5 FEET NORTH
 JZ2523'OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY AND ABOUT 0.5 FOOT
 JZ2523'ABOVE THE BRIDGE FLOOR.
 JZ2523
 JZ2523                          STATION RECOVERY (2009)
 JZ2523
 JZ2523'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2523'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2521 ***********************************************************************
 JZ2521  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2521  DESIGNATION -  HAN G 5
 JZ2521  PID         -  JZ2521
 JZ2521  STATE/COUNTY-  IN/HANCOCK
 JZ2521  COUNTRY     -  US
 JZ2521  USGS QUAD   -  CLEVELAND (2019)
 JZ2521
 JZ2521                         *CURRENT SURVEY CONTROL
 JZ2521  ______________________________________________________________________
 JZ2521* NAD 83(2011) POSITION- 39 47 15.10078(N) 085 42 52.73418(W)   ADJUSTED
 JZ2521* NAD 83(2011) ELLIP HT-   238.205 (meters)        (06/27/12)   ADJUSTED
 JZ2521* NAD 83(2011) EPOCH   -  2010.00
 JZ2521* NAVD 88 ORTHO HEIGHT -   272.211 (meters)      893.08  (feet) ADJUSTED
 JZ2521  ______________________________________________________________________
 JZ2521  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 JZ2521  NAD 83(2011) X  -    366,745.912 (meters)                     COMP
 JZ2521  NAD 83(2011) Y  - -4,894,299.804 (meters)                     COMP
 JZ2521  NAD 83(2011) Z  -  4,060,037.937 (meters)                     COMP
 JZ2521  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 JZ2521  DYNAMIC HEIGHT  -        272.055 (meters)      892.57  (feet) COMP
 JZ2521  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2521
 JZ2521  VERT ORDER      -  SECOND    CLASS 0
 JZ2521
 JZ2521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2521  Standards:
 JZ2521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2521  -------------------------------------------------------------------
 JZ2521  NETWORK    0.86   1.94           0.41   0.26   0.99     -0.07788314
 JZ2521  -------------------------------------------------------------------
 JZ2521  Click here for local accuracies and other accuracy information.
 JZ2521
 JZ2521.The horizontal coordinates were established by GPS observations
 JZ2521.and adjusted by the National Geodetic Survey in June 2012.
 JZ2521
 JZ2521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2521.been affixed to the stable North American tectonic plate. See 
 JZ2521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2521
 JZ2521.The horizontal coordinates are valid at the epoch date displayed above
 JZ2521.which is a decimal equivalence of Year/Month/Day.
 JZ2521
 JZ2521.The orthometric height was determined by differential leveling and
 JZ2521.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2521.in June 1991.
 JZ2521
 JZ2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2521.GEOID18 height accuracy estimate available here.
 JZ2521
 JZ2521.Click photographs - Photos may exist for this station.
 JZ2521
 JZ2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2521
 JZ2521.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2521
 JZ2521.The ellipsoidal height was determined by GPS observations
 JZ2521.and is referenced to NAD 83.
 JZ2521
 JZ2521.The dynamic height is computed by dividing the NAVD 88
 JZ2521.geopotential number by the normal gravity value computed on the
 JZ2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2521.degrees latitude (g = 980.6199 gals.).
 JZ2521
 JZ2521.The modeled gravity was interpolated from observed gravity values.
 JZ2521
 JZ2521. The following values were computed from the NAD 83(2011) position.
 JZ2521
 JZ2521;                    North         East     Units Scale Factor Converg.
 JZ2521;SPC IN E     -   503,928.207    95,890.122   MT  0.99996687   -0 01 50.5
 JZ2521;SPC IN E     - 1,653,304.46    314,599.51   sFT  0.99996687   -0 01 50.5
 JZ2521;UTM  16      - 4,404,965.421   610,058.219   MT  0.99974912   +0 49 21.5
 JZ2521
 JZ2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2521!SPC IN E     -   0.99996263  x   0.99996687  =   0.99992950
 JZ2521!UTM  16      -   0.99996263  x   0.99974912  =   0.99971176
 JZ2521
 JZ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1005804965(NAD 83)
 JZ2521
 JZ2521                          SUPERSEDED SURVEY CONTROL
 JZ2521
 JZ2521  NAD 83(2007)-  39 47 15.10087(N)    085 42 52.73510(W) AD(2002.00) 0
 JZ2521  ELLIP H (02/10/07)  238.226  (m)                       GP(2002.00)    
 JZ2521  NAD 83(1997)-  39 47 15.10104(N)    085 42 52.73500(W) AD(       ) B
 JZ2521  ELLIP H (04/10/98)  238.249  (m)                       GP(       ) 4 1
 JZ2521  NAVD 88             272.21   (m)          893.1    (f) LEVELING    3  
 JZ2521  NGVD 29 (??/??/92)  272.333  (m)          893.48   (f) ADJ UNCH    2 0
 JZ2521
 JZ2521.Superseded values are not recommended for survey control.
 JZ2521
 JZ2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2521.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2521
 JZ2521_MARKER: DB = BENCH MARK DISK
 JZ2521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2521_SP_SET: CULVERT HEADWALL
 JZ2521_STAMPING: HAN G 5
 JZ2521_MARK LOGO: INHD
 JZ2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2521+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2521
 JZ2521  HISTORY     - Date     Condition        Report By
 JZ2521  HISTORY     - 1947     MONUMENTED       INHD
 JZ2521  HISTORY     - 1947     GOOD             CGS
 JZ2521  HISTORY     - 19970820 GOOD             SEC
 JZ2521  HISTORY     - 20090203 GOOD             IN-059
 JZ2521
 JZ2521                          STATION DESCRIPTION
 JZ2521
 JZ2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2521'2.8 MI E FROM GREENFIELD.
 JZ2521'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE
 JZ2521'AT GREENFIELD, 129 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY
 JZ2521'INTO THE HANCOCK COUNTY HOME, SET IN THE TOP OF THE EAST END OF
 JZ2521'THE SOUTH HEADWALL OF A 12-FOOT CONCRETE BOX CULVERT, 23.5 FEET
 JZ2521'SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE AND ABOUT
 JZ2521'2 FEET BELOW HIGHWAY LEVEL.
 JZ2521
 JZ2521                          STATION RECOVERY (1997)
 JZ2521
 JZ2521'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2521'THE STATION IS LOCATED 3 MILES (4.8 KM) EAST OF GREENFIELD.  TO REACH
 JZ2521'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE ROAD 9 IN
 JZ2521'GREENFIELD, GO EAST ON HIGHWAY 40 FOR 2.9 MILES (4.7 KM) TO THE
 JZ2521'STATION ON THE RIGHT, IN THE RIGHT-OF-WAY OF U.S. HIGHWAY 40. CONTACT
 JZ2521'IS INDOT, HENRY ALDRIDGE, 100 NORTH SENATE AVENUE, INDIANAPOLIS IN
 JZ2521'46204-2249, PHONE 317-232-6764.  THE STATION IS SET IN THE EAST END OF
 JZ2521'A CONCRETE HEADWALL OF A BOX CULVERT, 3.40 METERS (11.15 FT) SOUTH OF
 JZ2521'THE SOUTH EDGE OF PAVEMENT OF EASTBOUND HIGHWAY 40, 5.45 METERS (17.88
 JZ2521'FT) NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF HIGHWAY 40, AZIMUTH 260
 JZ2521'DEGREES 24.50 METERS (80.38 FT) TO A POWER POLE, AZIMUTH 44.35 METERS
 JZ2521'(145.50 FT) TO A POWER POLE.
 JZ2521
 JZ2521                          STATION RECOVERY (2009)
 JZ2521
 JZ2521'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2619 ***********************************************************************
 JZ2619  DESIGNATION -  HAN G 6
 JZ2619  PID         -  JZ2619
 JZ2619  STATE/COUNTY-  IN/HANCOCK
 JZ2619  COUNTRY     -  US
 JZ2619  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2619
 JZ2619                         *CURRENT SURVEY CONTROL
 JZ2619  ______________________________________________________________________
 JZ2619* NAD 83(1986) POSITION- 39 47 29.     (N) 085 36 51.     (W)   SCALED
 JZ2619* NAVD 88 ORTHO HEIGHT -   287.087 (meters)      941.88  (feet) ADJUSTED
 JZ2619  ______________________________________________________________________
 JZ2619  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 JZ2619  DYNAMIC HEIGHT  -        286.923 (meters)      941.35  (feet) COMP
 JZ2619  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 JZ2619
 JZ2619  VERT ORDER      -  SECOND    CLASS 0
 JZ2619
 JZ2619.The horizontal coordinates were scaled from a map and have
 JZ2619.an estimated accuracy of +/- 6 seconds.
 JZ2619
 JZ2619.The orthometric height was determined by differential leveling and
 JZ2619.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2619.in June 1991.
 JZ2619
 JZ2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2619.GEOID18 height accuracy estimate available here.
 JZ2619
 JZ2619.Click photographs - Photos may exist for this station.
 JZ2619
 JZ2619.The dynamic height is computed by dividing the NAVD 88
 JZ2619.geopotential number by the normal gravity value computed on the
 JZ2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2619.degrees latitude (g = 980.6199 gals.).
 JZ2619
 JZ2619.The modeled gravity was interpolated from observed gravity values.
 JZ2619
 JZ2619;                    North         East    Units  Estimated Accuracy
 JZ2619;SPC IN E     -   504,360.      104,500.      MT  (+/- 180 meters Scaled)
 JZ2619
 JZ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK186055(NAD 83)
 JZ2619
 JZ2619                          SUPERSEDED SURVEY CONTROL
 JZ2619
 JZ2619  NGVD 29 (??/??/92)  287.212  (m)          942.29   (f) ADJ UNCH    2 0
 JZ2619
 JZ2619.Superseded values are not recommended for survey control.
 JZ2619
 JZ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2619.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2619
 JZ2619_MARKER: DD = SURVEY DISK
 JZ2619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2619_SP_SET: BRIDGE
 JZ2619_STAMPING: HAN G 6
 JZ2619_MARK LOGO: INDOT
 JZ2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2619+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 JZ2619
 JZ2619  HISTORY     - Date     Condition        Report By
 JZ2619  HISTORY     - UNK      MONUMENTED       INHD
 JZ2619  HISTORY     - 1947     GOOD             CGS
 JZ2619  HISTORY     - 20090203 GOOD             IN-059
 JZ2619  HISTORY     - 20230213 GOOD             INDOT
 JZ2619
 JZ2619                          STATION DESCRIPTION
 JZ2619
 JZ2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2619'AT CHARLOTTESVILLE.
 JZ2619'AT CHARLOTTESVILLE, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 40
 JZ2619'FROM THE POST OFFICE, SET IN THE TOP OF THE WEST END OF THE
 JZ2619'CONCRETE BASE OF THE NORTH CONCRETE RAILING OF THE ARCH BRIDGE OVER
 JZ2619'SIX MILE CREEK, 20.3 FEET NORTH OF THE CENTER LINE OF THE WEST
 JZ2619'BOUND TRAFFIC LANE AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ2619
 JZ2619                          STATION RECOVERY (2009)
 JZ2619
 JZ2619'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2619'RECOVERED IN GOOD CONDITION.
 JZ2619
 JZ2619                          STATION RECOVERY (2023)
 JZ2619
 JZ2619'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2619'THE MARK IS UNDERNEATH THE GUARDRAIL AND IS NOT ABLE BE OCCUPIED WITH
 JZ2619'A GPS ROD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2532 ***********************************************************************
 JZ2532  DESIGNATION -  HAN G 7
 JZ2532  PID         -  JZ2532
 JZ2532  STATE/COUNTY-  IN/HANCOCK
 JZ2532  COUNTRY     -  US
 JZ2532  USGS QUAD   -  PENDLETON (2019)
 JZ2532
 JZ2532                         *CURRENT SURVEY CONTROL
 JZ2532  ______________________________________________________________________
 JZ2532* NAD 83(1986) POSITION- 39 52 42.     (N) 085 41 29.     (W)   SCALED
 JZ2532* NAVD 88 ORTHO HEIGHT -   282.294 (meters)      926.16  (feet) ADJUSTED
 JZ2532  ______________________________________________________________________
 JZ2532  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2532  DYNAMIC HEIGHT  -        282.133 (meters)      925.63  (feet) COMP
 JZ2532  MODELED GRAVITY -    980,051.5   (mgal)                       NAVD 88
 JZ2532
 JZ2532  VERT ORDER      -  SECOND    CLASS 0
 JZ2532
 JZ2532.The horizontal coordinates were scaled from a map and have
 JZ2532.an estimated accuracy of +/- 6 seconds.
 JZ2532
 JZ2532.The orthometric height was determined by differential leveling and
 JZ2532.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2532.in June 1991.
 JZ2532
 JZ2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2532.GEOID18 height accuracy estimate available here.
 JZ2532
 JZ2532.Click photographs - Photos may exist for this station.
 JZ2532
 JZ2532.The dynamic height is computed by dividing the NAVD 88
 JZ2532.geopotential number by the normal gravity value computed on the
 JZ2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2532.degrees latitude (g = 980.6199 gals.).
 JZ2532
 JZ2532.The modeled gravity was interpolated from observed gravity values.
 JZ2532
 JZ2532;                    North         East    Units  Estimated Accuracy
 JZ2532;SPC IN E     -   514,010.       97,890.      MT  (+/- 180 meters Scaled)
 JZ2532
 JZ2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK119150(NAD 83)
 JZ2532
 JZ2532                          SUPERSEDED SURVEY CONTROL
 JZ2532
 JZ2532  NGVD 29 (??/??/92)  282.418  (m)          926.57   (f) ADJ UNCH    2 0
 JZ2532
 JZ2532.Superseded values are not recommended for survey control.
 JZ2532
 JZ2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2532.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2532
 JZ2532_MARKER: DD = SURVEY DISK
 JZ2532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2532_SP_SET: BRIDGE
 JZ2532_STAMPING: HAN G 7
 JZ2532_MARK LOGO: INHD
 JZ2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2532
 JZ2532  HISTORY     - Date     Condition        Report By
 JZ2532  HISTORY     - UNK      MONUMENTED       INHD
 JZ2532  HISTORY     - 1947     GOOD             CGS
 JZ2532  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2532
 JZ2532                          STATION DESCRIPTION
 JZ2532
 JZ2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2532'0.4 MI N FROM WILLOW BRANCH.
 JZ2532'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 209 FROM THE CROSSING
 JZ2532'OF THE NEW YORK CENTRAL RAILROAD AT WILLOW BRANCH, ABOUT 0.1
 JZ2532'MILE SOUTH OF A CROSS ROAD, SET IN THE TOP OF THE SOUTHWEST WING
 JZ2532'WALL OF A 20-FOOT CONCRETE BRIDGE OVER A DITCH, 17.5 FEET WEST
 JZ2532'OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 JZ2532
 JZ2532                          STATION RECOVERY (2009)
 JZ2532
 JZ2532'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2532'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2515 ***********************************************************************
 LB2515  DESIGNATION -  HANCOCK
 LB2515  PID         -  LB2515
 LB2515  STATE/COUNTY-  IN/HAMILTON
 LB2515  COUNTRY     -  US
 LB2515  USGS QUAD   -  NOBLESVILLE (2019)
 LB2515
 LB2515                         *CURRENT SURVEY CONTROL
 LB2515  ______________________________________________________________________
 LB2515* NAD 83(1997) POSITION- 40 00 03.00973(N) 086 00 31.85987(W)   ADJUSTED
 LB2515* NAVD 88 ORTHO HEIGHT -   248.05  (+/-2cm)      813.8   (feet) VERTCON3
 LB2515  ______________________________________________________________________
 LB2515  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LB2515  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 LB2515  HORZ ORDER      -  SECOND
 LB2515  VERT ORDER      -  THIRD ? (See Below)
 LB2515
 LB2515.The horizontal coordinates were established by classical geodetic methods
 LB2515.and adjusted by the National Geodetic Survey in May 1999.
 LB2515
 LB2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2515
 LB2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2515.GEOID18 height accuracy estimate available here.
 LB2515
 LB2515.The vertical order pertains to the NGVD 29 superseded value.
 LB2515
 LB2515.Click photographs - Photos may exist for this station.
 LB2515
 LB2515.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2515
 LB2515. The following values were computed from the NAD 83(1997) position.
 LB2515
 LB2515;                    North         East     Units Scale Factor Converg.
 LB2515;SPC IN E     -   527,666.548    70,780.948   MT  0.99997717   -0 13 11.8
 LB2515;SPC IN E     - 1,731,186.00    232,220.49   sFT  0.99997717   -0 13 11.8
 LB2515;UTM  16      - 4,428,320.420   584,603.980   MT  0.99968812   +0 38 13.7
 LB2515
 LB2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2515!SPC IN E     -   0.99996643  x   0.99997717  =   0.99994360
 LB2515!UTM  16      -   0.99996643  x   0.99968812  =   0.99965456
 LB2515
 LB2515:                Primary Azimuth Mark                     Grid Az
 LB2515:SPC IN E     -  HAMILTON                                 179 00 29.5
 LB2515:UTM  16      -  HAMILTON                                 178 09 04.0
 LB2515
 LB2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8460328320(NAD 83)
 LB2515
 LB2515|---------------------------------------------------------------------|
 LB2515| PID    Reference Object                     Distance      Geod. Az  |
 LB2515|                                                           dddmmss.s |
 LB2515| KA1907 HAMILTON                            APPROX. 0.7 KM 1784717.7 |
 LB2515| CC9294 HANCOCK RM                            8.305 METERS 32030     |
 LB2515|---------------------------------------------------------------------|
 LB2515
 LB2515                          SUPERSEDED SURVEY CONTROL
 LB2515
 LB2515  NAD 83(1986)-  40 00 03.00052(N)    086 00 31.87870(W) AD(       ) 2
 LB2515  NAD 27      -  40 00 02.87200(N)    086 00 31.93700(W) AD(       ) 2
 LB2515  USSD        -  40 00 02.90800(N)    086 00 31.72100(W) AD(       ) 3
 LB2515  NGVD 29             248.18   (m)          814.2    (f) LEVELING    3  
 LB2515
 LB2515.Superseded values are not recommended for survey control.
 LB2515
 LB2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2515.See file dsdata.pdf to determine how the superseded data were derived.
 LB2515
 LB2515_MARKER: DS = TRIANGULATION STATION DISK
 LB2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2515_STAMPING: HANCOCK 1920
 LB2515_MARK LOGO: CGS
 LB2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2515+STABILITY: SURFACE MOTION
 LB2515
 LB2515  HISTORY     - Date     Condition        Report By
 LB2515  HISTORY     - 1920     MONUMENTED       CGS
 LB2515  HISTORY     - 1934     GOOD             INGS
 LB2515  HISTORY     - 1965     GOOD             INFCC
 LB2515  HISTORY     - 1970     GOOD             LOCENG
 LB2515  HISTORY     - 1980     GOOD             LOCENG
 LB2515  HISTORY     - 1980     GOOD             NGS
 LB2515
 LB2515                          STATION DESCRIPTION
 LB2515
 LB2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2515'ABOUT 3 MILES S OF NOBLESVILLE ON THE W SIDE OF THE LAKE ERIE AND
 LB2515'WESTERN RAILROAD RIGHT-OF-WAY, 8 YARDS N OF A ROAD CROSSING, AND
 LB2515'5.86 METERS (19.23 FEET) W OF THE W AND NEAREST RAIL.  THE STATION,
 LB2515'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 LB2515'CONCRETE.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2515'THE TRACK AND NEAR THE RIGHT-OF-WAY FENCE LINE, 8.305
 LB2515'METERS (27.25 FEET) FROM THE STATION N 39 DEG 30 MIN W.
 LB2515
 LB2515                          STATION RECOVERY (1934)
 LB2515
 LB2515'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2515'STATION RECOVERED.
 LB2515
 LB2515                          STATION RECOVERY (1965)
 LB2515
 LB2515'RECOVERY NOTE BY IN FLOOD CONTR COMM 1965
 LB2515'THE STATION RECOVERED IN GOOD CONDITION.  THE MARK NOW PROJECTS 0.7
 LB2515'FOOT ABOVE THE GROUND.
 LB2515
 LB2515                          STATION RECOVERY (1970)
 LB2515
 LB2515'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 LB2515'HANCOCK 1970 STATION MARK AND REF. MARK BOTH IN GOOD CONDITION.
 LB2515'
 LB2515'STA MARK IS 28 FEET NORTH OF CENTERLINE OF 146TH ST.  RAILROAD IS
 LB2515'NOW NORFOLK AND WESTERN.
 LB2515
 LB2515                          STATION RECOVERY (1980)
 LB2515
 LB2515'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 LB2515'FOUND ALL FOUR MARKS AND RMKS WITNESS POSTS SET AT STA.
 LB2515'AND LATHE SET AT ALL R-MKS.
 LB2515'
 LB2515'*ALSO 5/8 REBARS DRIVE AT STA IS FOR METAL DETECTION.
 LB2515
 LB2515                          STATION RECOVERY (1980)
 LB2515
 LB2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LB2515'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE DISTANCE
 LB2515'TO THE REFERENCE MARK CHECKED FAVORABLY.  THE STATION WAS NOT OCCUPIED
 LB2515'AS THERE WAS NO OBJECT VISIBLE AT GROUND LEVEL.
 LB2515'
 LB2515'THE STATION IS ABOUT 2.5 MILES S OF NOBLESVILLE AND ON ROAD RIGHT OF
 LB2515'WAY.
 LB2515'
 LB2515'TO REACH FROM THE SE EDGE OF NOBLESVILLE AT THE JUNCTION OF STATE
 LB2515'HIGHWAYS 37 AND 238, GO S ON HIGHWAY 37 FOR 1.6 MILES TO
 LB2515'CROSSROADS.  TURN RIGHT AND GO W ON 146 STREET FOR 0.25 MILE TO
 LB2515'RAILROAD TRACKS AND STATION IN THE NW ANGLE.
 LB2515'
 LB2515'STATION MARK IS STANDARD DISK, STAMPED HANCOCK 1920.  THE MARK
 LB2515'PROJECTS 4 INCHES.  IT IS 26 FT N OF CENTER LINE OF 146 STREET, 19
 LB2515'FT W OF W RAIL OF TRACKS, 18 FT E OF RIGHT OF WAY FENCE AND 0.5
 LB2515'FT E OF A METAL WITNESS POST.
 LB2515'
 LB2515'THE REFERENCE MARK IS A STANDARD DISK, STAMPED HANCOCK 1920.  THE
 LB2515'MARK PROJECTS 1 INCH.  IT IS 49 FT N OF CENTER LINE OF 146 STREET, 36
 LB2515'FT W OF W RAIL OF RAILROAD TRACKS, 1 FT E OF FENCE AND 1 FT N OF A
 LB2515'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2392 ***********************************************************************
 ME2392  DESIGNATION -  HANNA
 ME2392  PID         -  ME2392
 ME2392  STATE/COUNTY-  IN/LA PORTE
 ME2392  COUNTRY     -  US
 ME2392  USGS QUAD   -  HANNA (2019)
 ME2392
 ME2392                         *CURRENT SURVEY CONTROL
 ME2392  ______________________________________________________________________
 ME2392* NAD 83(1997) POSITION- 41 24 43.52953(N) 086 46 42.01800(W)   ADJUSTED
 ME2392* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 ME2392  ______________________________________________________________________
 ME2392  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 ME2392  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 ME2392  HORZ ORDER      -  SECOND
 ME2392
 ME2392.The horizontal coordinates were established by classical geodetic methods
 ME2392.and adjusted by the National Geodetic Survey in May 1999.
 ME2392
 ME2392.The orthometric height was scaled from a topographic map.
 ME2392
 ME2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2392.GEOID18 height accuracy estimate available here.
 ME2392
 ME2392.Click photographs - Photos may exist for this station.
 ME2392
 ME2392.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2392
 ME2392. The following values were computed from the NAD 83(1997) position.
 ME2392
 ME2392;                    North         East     Units Scale Factor Converg.
 ME2392;SPC IN W     -   684,367.582   925,499.487   MT  0.99997467   +0 12 06.3
 ME2392;SPC IN W     - 2,245,295.98  3,036,409.57   sFT  0.99997467   +0 12 06.3
 ME2392;UTM  16      - 4,584,528.477   518,525.499   MT  0.99960422   +0 08 47.8
 ME2392
 ME2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2392!SPC IN W     -   0.99997130  x   0.99997467  =   0.99994597
 ME2392!UTM  16      -   0.99997130  x   0.99960422  =   0.99957553
 ME2392
 ME2392:                Primary Azimuth Mark                     Grid Az
 ME2392:SPC IN W     -  HANNA AZ MK                              133 46 48.8
 ME2392:UTM  16      -  HANNA AZ MK                              133 50 07.3
 ME2392
 ME2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1852584528(NAD 83)
 ME2392
 ME2392|---------------------------------------------------------------------|
 ME2392| PID    Reference Object                     Distance      Geod. Az  |
 ME2392|                                                           dddmmss.s |
 ME2392| CM3621 HANNA RM 1                           25.353 METERS 07121     |
 ME2392| ME0548 HANNA AZ MK                                        1335855.1 |
 ME2392| CM3622 HANNA RM 2                           28.926 METERS 34111     |
 ME2392|---------------------------------------------------------------------|
 ME2392
 ME2392                          SUPERSEDED SURVEY CONTROL
 ME2392
 ME2392  NAD 83(1986)-  41 24 43.53349(N)    086 46 42.02342(W) AD(       ) 2
 ME2392  NAD 27      -  41 24 43.38030(N)    086 46 41.95100(W) AD(       ) 2
 ME2392
 ME2392.Superseded values are not recommended for survey control.
 ME2392
 ME2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2392.See file dsdata.pdf to determine how the superseded data were derived.
 ME2392
 ME2392_MARKER: DS = TRIANGULATION STATION DISK
 ME2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2392_STAMPING: HANNA 1948
 ME2392_MARK LOGO: CGS
 ME2392_PROJECTION: FLUSH
 ME2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2392+STABILITY: SURFACE MOTION
 ME2392
 ME2392  HISTORY     - Date     Condition        Report By
 ME2392  HISTORY     - 1948     MONUMENTED       CGS
 ME2392  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME2392  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2392
 ME2392                          STATION DESCRIPTION
 ME2392
 ME2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2392'STATION IS LOCATED IN THE EAST SECTION OF HANNA ON THE PROPERTY OWNED
 ME2392'BY MRS.  KATHERINE CRAWFORD.  IT IS 250 FEET EAST OF A FRAME HOUSE, 64
 ME2392'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 25 FEET NORTHEAST OF AN 8
 ME2392'INCH WALNUT TREE AND 24 FEET NORTH OF A FENCE LINE AND WHITE WITNESS
 ME2392'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HANNA 1948.
 ME2392'
 ME2392'REFERENCE MARK NO. 1 IS 83.18 FEET NORTHEAST OF THE STATION.  IT IS 11
 ME2392'FEET WEST OF AN 12 INCH TWIN OAK TREE AND 5 FEET SOUTH OF A POWER LINE
 ME2392'POLE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED HANNA NO 1
 ME2392'1948.
 ME2392'
 ME2392'REFERENCE MARK NO. 2 IS 94.90 FEET NORTHWEST OF THE STATION.  IT IS 26
 ME2392'FEET NORTHWEST OF AN 18 INCH ELM TREE.  THE MARK PROJECTS 12 INCHES
 ME2392'AND THE DISK IS STAMPED HANNA NO 2 1948.
 ME2392'
 ME2392'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 150 FEET
 ME2392'NORTHWEST OF A FRAME HOUSE, 28 FEET EAST OF THE CENTER OF A PAVED
 ME2392'ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 ME2392'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HANNA 1948.
 ME2392'
 ME2392'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY 30
 ME2392'FOR 0.1 MILE TO A PAVED CROSSROAD, TURN LEFT ON THE PAVED ROAD AND GO
 ME2392'SOUTH FOR 0.1 MILE TO A PAVED T-ROAD, TURN LEFT AND GO 0.3 MILE TO THE
 ME2392'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2392'
 ME2392'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2392
 ME2392                          STATION RECOVERY (1968)
 ME2392
 ME2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME2392'THE STATION, RM 1 AND 2 WERE SEARCHED FOR BUT NOT RECOVERED.  THE
 ME2392'PROPERTY THAT THE STATION AND THE RMS WERE LOCATED HAS BEEN GRADED
 ME2392'DOWN AND THE MARKS MAY HAVE BEEN DESTROYED.
 ME2392'
 ME2392'THE AZIMUTH MARK WAS RECOVERED AND IN GOOD CONDITION.
 ME2392'
 ME2392'THE AZIMUTH MARK MAY BE REACHED BY GOING 0.1 MILE SOUTH ALONG THOMPSON
 ME2392'STREET FROM THE CROSSING OF THE PENN CENTRAL RAILROAD ST HANNA, THENCE
 ME2392'0.3 MILE EAST ALONG WHEELER STREET, AT THE EAST EDGE OF THE SMALL
 ME2392'VILLAGE OF HANNA, AT THE OUTSIDE OF A SHARP CURVE, AT THE JUNCTION OF
 ME2392'COUNTY ROAD 400 WEST LEADING SOUTH, IN SECTION 8, R 3 W, T 34 N,
 ME2392'19-1/2 FEET WEST OF THE EXTENDED CENTER LINE OF THE COUNTY ROAD, 11
 ME2392'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 0.9 FOOT
 ME2392'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ME2392'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME2392
 ME2392                          STATION RECOVERY (1987)
 ME2392
 ME2392'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0548 ***********************************************************************
 ME0548  DESIGNATION -  HANNA AZ MK
 ME0548  PID         -  ME0548
 ME0548  STATE/COUNTY-  IN/LA PORTE
 ME0548  COUNTRY     -  US
 ME0548  USGS QUAD   -  HANNA (2019)
 ME0548
 ME0548                         *CURRENT SURVEY CONTROL
 ME0548  ______________________________________________________________________
 ME0548* NAD 83(1986) POSITION- 41 24 32.     (N) 086 46 26.     (W)   SCALED
 ME0548* NAVD 88 ORTHO HEIGHT -   213.283 (meters)      699.75  (feet) ADJUSTED
 ME0548  ______________________________________________________________________
 ME0548  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 ME0548  DYNAMIC HEIGHT  -        213.196 (meters)      699.46  (feet) COMP
 ME0548  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0548
 ME0548  VERT ORDER      -  FIRST     CLASS I
 ME0548
 ME0548.The horizontal coordinates were scaled from a map and have
 ME0548.an estimated accuracy of +/- 6 seconds.
 ME0548
 ME0548.The orthometric height was determined by differential leveling and
 ME0548.adjusted by the NATIONAL GEODETIC SURVEY
 ME0548.in June 1991.
 ME0548
 ME0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0548.GEOID18 height accuracy estimate available here.
 ME0548
 ME0548.Click photographs - Photos may exist for this station.
 ME0548
 ME0548.The dynamic height is computed by dividing the NAVD 88
 ME0548.geopotential number by the normal gravity value computed on the
 ME0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0548.degrees latitude (g = 980.6199 gals.).
 ME0548
 ME0548.The modeled gravity was interpolated from observed gravity values.
 ME0548
 ME0548;                    North         East    Units  Estimated Accuracy
 ME0548;SPC IN W     -   684,010.      925,870.      MT  (+/- 180 meters Scaled)
 ME0548
 ME0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL188841(NAD 83)
 ME0548
 ME0548                          SUPERSEDED SURVEY CONTROL
 ME0548
 ME0548  NGVD 29 (??/??/92)  213.382  (m)          700.07   (f) ADJ UNCH    1 1
 ME0548
 ME0548.Superseded values are not recommended for survey control.
 ME0548
 ME0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0548.See file dsdata.pdf to determine how the superseded data were derived.
 ME0548
 ME0548_MARKER: DZ = AZIMUTH MARK DISK
 ME0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0548_STAMPING: HANNA 1948
 ME0548_MARK LOGO: CGS
 ME0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0548+STABILITY: SURFACE MOTION
 ME0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0548+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0548
 ME0548  HISTORY     - Date     Condition        Report By
 ME0548  HISTORY     - 1948     MONUMENTED       CGS
 ME0548  HISTORY     - 1968     GOOD             CGS
 ME0548  HISTORY     - 1987     GOOD             USPSQD
 ME0548  HISTORY     - 19920901 GOOD             NGS
 ME0548  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0548
 ME0548                          STATION DESCRIPTION
 ME0548
 ME0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0548'AT HANNA.
 ME0548'AT HANNA, ABOUT 0.1 MILE SOUTH ALONG THOMPSON STREET FROM THE
 ME0548'CROSSING OF THE PENN CENTRAL RAILROAD, THENCE 0.3 MILE EAST ALONG
 ME0548'WHEELER STREET, AT THE EAST EDGE OF THE VILLAGE OF HANNA, AT THE
 ME0548'OUTSIDE OF A SHARP CURVE, AT THE JUNCTION OF COUNTY ROAD 400 WEST
 ME0548'LEADING SOUTH, 18 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF
 ME0548'WHEELER STREET, IN SECTION 8, R 3 W, T 34 N, 19 1/2 FEET WEST
 ME0548'OF THE EXTENDED CENTER LINE OF THE COUNTY ROAD LEADING SOUTH,
 ME0548'11 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE,
 ME0548'0.9 FOOT WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE
 ME0548'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 ME0548'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0548
 ME0548                          STATION RECOVERY (1987)
 ME0548
 ME0548'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0548'RECOVERED IN GOOD CONDITION.
 ME0548
 ME0548                          STATION RECOVERY (1992)
 ME0548
 ME0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0548'0.4 KM (0.25 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0548'IN HANNA, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG WHEELER STREET, 7.3
 ME0548'M (24.0 FT) WEST OF THE EXTENDED CENTER OF ROAD 400 WEST ROAD, 6.0 M
 ME0548'(19.7 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 4.6 M
 ME0548'(15.1 FT) EAST FO THE CENTER OF A GATE, 0.8 M (2.6 FT) WEST OF THE
 ME0548'MOST EASTERLY OF 2 BRACED FENCE POST, 0.2 M (0.7 FT) SOUTH OF A
 ME0548'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 ME0548'SURFACE.
 ME0548
 ME0548                          STATION RECOVERY (2007)
 ME0548
 ME0548'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0548'PROBABLY UNDER A NEWLY LAID DRIVEWAY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1067 ***********************************************************************
 HZ1067  DESIGNATION -  HANOVER
 HZ1067  PID         -  HZ1067
 HZ1067  STATE/COUNTY-  IN/JEFFERSON
 HZ1067  COUNTRY     -  US
 HZ1067  USGS QUAD   -  MADISON WEST (2019)
 HZ1067
 HZ1067                         *CURRENT SURVEY CONTROL
 HZ1067  ______________________________________________________________________
 HZ1067* NAD 83(1997) POSITION- 38 42 45.00514(N) 085 27 24.29033(W)   ADJUSTED
 HZ1067* NAVD 88 ORTHO HEIGHT -   229.994 (meters)      754.57  (feet) ADJUSTED
 HZ1067  ______________________________________________________________________
 HZ1067  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 HZ1067  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 HZ1067  DYNAMIC HEIGHT  -        229.842 (meters)      754.07  (feet) COMP
 HZ1067  MODELED GRAVITY -    979,965.7   (mgal)                       NAVD 88
 HZ1067
 HZ1067  HORZ ORDER      -  THIRD
 HZ1067  VERT ORDER      -  FIRST     CLASS II
 HZ1067
 HZ1067.The horizontal coordinates were established by classical geodetic methods
 HZ1067.and adjusted by the National Geodetic Survey in May 1999.
 HZ1067
 HZ1067.The orthometric height was determined by differential leveling and
 HZ1067.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1067.in June 1991.
 HZ1067
 HZ1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1067.GEOID18 height accuracy estimate available here.
 HZ1067
 HZ1067.Click photographs - Photos may exist for this station.
 HZ1067
 HZ1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1067
 HZ1067.The dynamic height is computed by dividing the NAVD 88
 HZ1067.geopotential number by the normal gravity value computed on the
 HZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1067.degrees latitude (g = 980.6199 gals.).
 HZ1067
 HZ1067.The modeled gravity was interpolated from observed gravity values.
 HZ1067
 HZ1067. The following values were computed from the NAD 83(1997) position.
 HZ1067
 HZ1067;                    North         East     Units Scale Factor Converg.
 HZ1067;SPC IN E     -   384,602.269   118,257.319   MT  0.99997077   +0 07 52.6
 HZ1067;SPC IN E     - 1,261,815.94    387,982.55   sFT  0.99997077   +0 07 52.6
 HZ1067;SPC KY1Z     - 1,264,096.717 1,525,506.156   MT  1.00001137   +0 10 48.2
 HZ1067;SPC KY1Z     - 4,147,290.65  5,004,931.45   sFT  1.00001137   +0 10 48.2
 HZ1067;SPC KY N     -   135,273.418   395,048.124   MT  0.99997121   -0 45 02.4
 HZ1067;SPC KY N     -   443,809.54  1,296,087.05   sFT  0.99997121   -0 45 02.4
 HZ1067;UTM  16      - 4,286,003.619   634,175.630   MT  0.99982170   +0 57 55.1
 HZ1067
 HZ1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1067!SPC IN E     -   0.99996923  x   0.99997077  =   0.99994000
 HZ1067!SPC KY1Z     -   0.99996923  x   1.00001137  =   0.99998060
 HZ1067!SPC KY N     -   0.99996923  x   0.99997121  =   0.99994044
 HZ1067!UTM  16      -   0.99996923  x   0.99982170  =   0.99979093
 HZ1067
 HZ1067:                Primary Azimuth Mark                     Grid Az
 HZ1067:SPC IN E     -  CLIFTY                                   011 49 44.7
 HZ1067:SPC KY1Z     -  CLIFTY                                   011 46 49.1
 HZ1067:SPC KY N     -  CLIFTY                                   012 42 39.7
 HZ1067:UTM  16      -  CLIFTY                                   010 59 42.2
 HZ1067
 HZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3417586003(NAD 83)
 HZ1067
 HZ1067|---------------------------------------------------------------------|
 HZ1067| PID    Reference Object                     Distance      Geod. Az  |
 HZ1067|                                                           dddmmss.s |
 HZ1067| CG7957 HANOVER AZ MK                                      0015122.8 |
 HZ1067| HZ2045 CLIFTY                              APPROX. 2.6 KM 0115737.3 |
 HZ1067| HZ1892 HANOVER RM 1                         27.206 METERS 02331     |
 HZ1067| HZ2044 MADISON CRAGMONT ST HOSP SPIPE      APPROX. 6.0 KM 0490651.9 |
 HZ1067| HZ2051 MADISON CRAGMONT ST HOSP STK        APPROX. 6.2 KM 0502031.2 |
 HZ1067| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 7.8 KM 0504401.4 |
 HZ1067| HZ1066 HANOVER RM 2                         31.733 METERS 29324     |
 HZ1067| HZ2048 HANOVER COLLEGE WATER TANK          APPROX. 0.7 KM 2992439.2 |
 HZ1067|---------------------------------------------------------------------|
 HZ1067
 HZ1067                          SUPERSEDED SURVEY CONTROL
 HZ1067
 HZ1067  NAD 83(1995)-  38 42 45.00548(N)    085 27 24.28854(W) AD(       ) 3
 HZ1067  NAD 83(1993)-  38 42 45.00562(N)    085 27 24.28903(W) AD(       ) 3
 HZ1067  NAD 83(1986)-  38 42 45.00707(N)    085 27 24.29523(W) AD(       ) 3
 HZ1067  NAD 27      -  38 42 44.79100(N)    085 27 24.44300(W) AD(       ) 3
 HZ1067  NGVD 29 (??/??/92)  230.158  (m)          755.11   (f) ADJ UNCH    1 2
 HZ1067  NGVD 29             230.16   (m)          755.1    (f) LEVELING    3  
 HZ1067
 HZ1067.Superseded values are not recommended for survey control.
 HZ1067
 HZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1067.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1067
 HZ1067_MARKER: DS = TRIANGULATION STATION DISK
 HZ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1067_STAMPING: HANOVER 1947
 HZ1067_MARK LOGO: CGS
 HZ1067_PROJECTION: FLUSH
 HZ1067_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1067+STABILITY: SURFACE MOTION
 HZ1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1067+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 HZ1067
 HZ1067  HISTORY     - Date     Condition        Report By
 HZ1067  HISTORY     - 1947     MONUMENTED       CGS
 HZ1067  HISTORY     - 1961     GOOD             CGS
 HZ1067  HISTORY     - 1963     GOOD             AEROS
 HZ1067  HISTORY     - 1965     GOOD             CGS
 HZ1067  HISTORY     - 1965     GOOD             CGS
 HZ1067  HISTORY     - 1976     GOOD             NGS
 HZ1067  HISTORY     - 20080325 GOOD             PICI
 HZ1067  HISTORY     - 20130716 GOOD             INDOT
 HZ1067
 HZ1067                          STATION DESCRIPTION
 HZ1067
 HZ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1067'STATION IS ABOUT 1 MILE EAST OF HANOVER, IN THE SOUTHEAST CORNER OF
 HZ1067'THE HANOVER COLLEGE CAMPUS, 277 FEET SOUTH OF THE SOUTHEAST
 HZ1067'CORNER OF THE COLLEGE AUDITORIUM, 259 FEET EAST OF THE EAST SIDE OF
 HZ1067'THE COLLEGE LIBRARY, AND 67 FEET SOUTHWEST OF A METAL FLAG
 HZ1067'POLE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ1067'HANOVER 1947.
 HZ1067'
 HZ1067'REFERENCE MARK NO. 1 IS 89.26 FEET NORTH-NORTHEAST OF THE STATION AND
 HZ1067'34 FEET NORTH OF THE FLAG POLE. THE MARK IS FLUSH WITH THE
 HZ1067'GROUND, AND THE DISK IS STAMPED HANOVER NO. 1 1947.
 HZ1067'
 HZ1067'REFERENCE MARK NO 2 IS 104.12 FEET WEST-NORTHWEST OF THE STATION AND
 HZ1067'163 FEET EAST OF THE NORTHEAST CORNER OF THE LIBRARY. THE MARK
 HZ1067'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HANOVER NO 2 1947.
 HZ1067'
 HZ1067'AZIMUTH MARK IS 1.0 MILE NORTH OF THE STATION, 0.4 MILE EAST FROM THE
 HZ1067'JUNCTION OF THE COLLEGE ENTRANCE ROAD WITH STATE HIGHWAYS 56
 HZ1067'AND 62, 29 FEET SOUTH OF THE CENTERLINE OF HIGHWAYS 56 AND 62, AND 2
 HZ1067'FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES,
 HZ1067'AND THE DISK IS STAMPED HANOVER 1947.
 HZ1067'
 HZ1067'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1067
 HZ1067                          STATION RECOVERY (1961)
 HZ1067
 HZ1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDR)
 HZ1067'STATION MARK HANOVER 1947 LOCATED STATION.
 HZ1067
 HZ1067                          STATION RECOVERY (1963)
 HZ1067
 HZ1067'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ1067'STATION HAS BEEN RECOVERED AS DESCRIBED.
 HZ1067
 HZ1067                          STATION RECOVERY (1965)
 HZ1067
 HZ1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1067'THE STATION MARK, STAMPED HANOVER 1947, IS ABOUT 0.2 MILE NORTHEAST
 HZ1067'ALONG STATE HIGHWAY 56 AND 62 FROM THE METHODIST CHURCH AT
 HZ1067'HANOVER, THENCE 0.45 MILE SOUTH ALONG MADISON AVENUE, THENCE 0.6
 HZ1067'MILE EAST ALONG MAIN STREET AT THE SOUTHEAST POINT OF THE HANOVER
 HZ1067'COLLEGE CAMPUS, IN SECTION 7, T 3 N, R 10 E, 277 FEET SOUTH OF THE
 HZ1067'SOUTHEAST CORNER OF THE COLLEGE AUDITORIUM, 259 FEET EAST OF THE
 HZ1067'NORTHEAST CORNER OF HENDRICKS HALL CALSSROOMS, 67 FEET
 HZ1067'SOUTHWEST OF A METAL FLAG POLE, 75 FEET NORTH OF THE CENTER LINE OF A
 HZ1067'STREET 60 FEET NORTH-NORTHEAST OF A FIRE HYDRENT, ABOUT 6
 HZ1067'FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 HZ1067'CONCRETE POST FLUSH WITH THE GROUND.
 HZ1067'
 HZ1067'R.M. 1, STAMPED HANOVER NO 1 1947, IS 89.2 FEET NORTH-NORTHEAST OF
 HZ1067'THE STATION MARK, 34 FEET NORTH-NORTHWEST OF A METAL FLAG POLE, AND
 HZ1067'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ1067'
 HZ1067'R.M. 2, STAMPED HANOVER NO 2 1947, IS 104.1 FEET WEST-NORTHWEST OF
 HZ1067'THE STATION MARK, 163 FEET EAST OF THE NORTHEAST CORNER OF THE
 HZ1067'HENDRICKS HALL CLASSROOMS, AND SET IN THE TOP OF A CONCRETE POST
 HZ1067'FLUSH WITH THE GROUND.
 HZ1067
 HZ1067                          STATION RECOVERY (1965)
 HZ1067
 HZ1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1067'1.2 MI SE FROM HANOVER.
 HZ1067'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 56 AND 62 FROM THE
 HZ1067'METHODIST CHURCH AT HANOVER, THENCE 0.45 MILE SOUTH ALONG
 HZ1067'MADISON AVENUE, THENCE 0.6 MILE EAST ALONG MAIN STREET, AT THE
 HZ1067'SOUTHEAST POINT OF THE HANOVER COLLEGE CAMPUS, IN SECTION 7,
 HZ1067'T 3 N, R 10 E, 277 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HZ1067'COLLEGE AUDITORIUM, 259 FEET EAST OF THE NORTHEAST CORNER OF
 HZ1067'HENDRICKS HALL CLASSROOMS, 67 FEET SOUTHWEST OF A METAL FLAG
 HZ1067'POLE, 75 FEET NORTH OF THE CENTER LINE OF A STREET, 60 FEET
 HZ1067'NORTH-NORTHEAST OF A FIRE HYDRANT, ABOUT 6 FEET ABOVE THE LEVEL
 HZ1067'OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HZ1067'WITH THE GROUND.
 HZ1067
 HZ1067                          STATION RECOVERY (1976)
 HZ1067
 HZ1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ1067'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN
 HZ1067'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY MANY LARGE
 HZ1067'TREES.  THE HANOVER COLLEGE AUDITORIUM SPIRE USED IN 1947 WAS USED
 HZ1067'AS AN AZIMUTH MARK AT THIS TIME.  THE DISTANCE AND DIRECTION
 HZ1067'CHECKED REFERENCE MARK 1.  THE DIRECTION TO REFERENCE MARK 2 WAS
 HZ1067'LESS BY 1-MINUTE AND 18 SECONDS.  THE DISTANCE WAS SHORTER BY
 HZ1067'0.01 FOOT.
 HZ1067'
 HZ1067'THE 1947 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION WITH THE
 HZ1067'ADDITIONS BELOW.
 HZ1067'
 HZ1067'THE STATION IS 64 FEET SOUTHWEST OF A FLAG POLE, 61 FEET NORTHEAST
 HZ1067'OF A FIRE HYDRANT AND 11 FEET SOUTHEAST OF A METAL PLAQUE
 HZ1067'INSCRIBED.  (IN MEMORY OF PATRICIA L. NULL 1927-1974).
 HZ1067'
 HZ1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HANOVER
 HZ1067'COLLEGE.
 HZ1067'
 HZ1067'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ1067
 HZ1067                          STATION RECOVERY (2008)
 HZ1067
 HZ1067'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 HZ1067'RECOVERED IN GOOD CONDITION.
 HZ1067
 HZ1067                          STATION RECOVERY (2013)
 HZ1067
 HZ1067'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1067'GENERAL DESCRIPTION AND TO REACH NARRATIVE ARE ADEQUATE.
 HZ1067'
 HZ1067'STATION IS LOCATED 50 FT (15.2 M) NORTH OF A BROADBAND
 HZ1067'TELECOMMUNICATION PEDESTAL, 80 FT (24.4 M) NORTH-NORTHWEST OF A FIRE
 HZ1067'HYDRANT, AND 112 FT (34.1 M) NORTHWEST OF THE NORTHEAST CORNER OF A
 HZ1067'MONUMENT FROM SOONGSIL UNIVERSITY OF KOREA, DATED AUGUST 1999.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1064 ***********************************************************************
 HZ1064  DESIGNATION -  HANOVER AZIMUTH
 HZ1064  PID         -  HZ1064
 HZ1064  STATE/COUNTY-  IN/JEFFERSON
 HZ1064  COUNTRY     -  US
 HZ1064  USGS QUAD   -  MADISON WEST (2019)
 HZ1064
 HZ1064                         *CURRENT SURVEY CONTROL
 HZ1064  ______________________________________________________________________
 HZ1064* NAD 83(1986) POSITION- 38 43 59.     (N) 085 27 18.     (W)   SCALED
 HZ1064* NAVD 88 ORTHO HEIGHT -   245.484 (meters)      805.39  (feet) ADJUSTED
 HZ1064  ______________________________________________________________________
 HZ1064  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 HZ1064  DYNAMIC HEIGHT  -        245.323 (meters)      804.86  (feet) COMP
 HZ1064  MODELED GRAVITY -    979,966.9   (mgal)                       NAVD 88
 HZ1064
 HZ1064  VERT ORDER      -  FIRST     CLASS II
 HZ1064
 HZ1064.The horizontal coordinates were scaled from a map and have
 HZ1064.an estimated accuracy of +/- 6 seconds.
 HZ1064
 HZ1064.The orthometric height was determined by differential leveling and
 HZ1064.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1064.in June 1991.
 HZ1064
 HZ1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1064.GEOID18 height accuracy estimate available here.
 HZ1064
 HZ1064.Click photographs - Photos may exist for this station.
 HZ1064
 HZ1064.The dynamic height is computed by dividing the NAVD 88
 HZ1064.geopotential number by the normal gravity value computed on the
 HZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1064.degrees latitude (g = 980.6199 gals.).
 HZ1064
 HZ1064.The modeled gravity was interpolated from observed gravity values.
 HZ1064
 HZ1064;                    North         East    Units  Estimated Accuracy
 HZ1064;SPC IN E     -   386,880.      118,400.      MT  (+/- 180 meters Scaled)
 HZ1064
 HZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH342882(NAD 83)
 HZ1064
 HZ1064                          SUPERSEDED SURVEY CONTROL
 HZ1064
 HZ1064  NGVD 29 (??/??/92)  245.647  (m)          805.93   (f) ADJ UNCH    1 2
 HZ1064
 HZ1064.Superseded values are not recommended for survey control.
 HZ1064
 HZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1064.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1064
 HZ1064_MARKER: DZ = AZIMUTH MARK DISK
 HZ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1064_STAMPING: HANOVER 1947
 HZ1064_MARK LOGO: CGS
 HZ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1064+STABILITY: SURFACE MOTION
 HZ1064
 HZ1064  HISTORY     - Date     Condition        Report By
 HZ1064  HISTORY     - 1947     MONUMENTED       CGS
 HZ1064  HISTORY     - 1965     GOOD             CGS
 HZ1064
 HZ1064                          STATION DESCRIPTION
 HZ1064
 HZ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1064'1.3 MI NE FROM HANOVER.
 HZ1064'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 56 AND 62 FROM THE
 HZ1064'METHODIST CHURCH AT HANOVER, ON THE OUTSIDE OF A CURVE IN THE
 HZ1064'HIGHWAY, IN SECTION 6, T 3 N, R 10 E, 65 YARDS SOUTHEAST OF A
 HZ1064'PRIVATE DRIVEWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HZ1064'HIGHWAY, 5 1/2 FEET SOUTH OF TELEPHONE POLE TL60, 1/2 FOOT NORTHWEST
 HZ1064'OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 HZ1064'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1064'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2048 ***********************************************************************
 HZ2048  DESIGNATION -  HANOVER COLLEGE WATER TANK
 HZ2048  PID         -  HZ2048
 HZ2048  STATE/COUNTY-  IN/JEFFERSON
 HZ2048  COUNTRY     -  US
 HZ2048  USGS QUAD   -  MADISON WEST (2019)
 HZ2048
 HZ2048                         *CURRENT SURVEY CONTROL
 HZ2048  ______________________________________________________________________
 HZ2048* NAD 83(1997) POSITION- 38 42 55.63749(N) 085 27 48.36576(W)   ADJUSTED
 HZ2048  ______________________________________________________________________
 HZ2048  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 HZ2048  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 HZ2048  HORZ ORDER      -  THIRD
 HZ2048
 HZ2048.The horizontal coordinates were established by classical geodetic methods
 HZ2048.and adjusted by the National Geodetic Survey in May 1999.
 HZ2048
 HZ2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2048.GEOID18 height accuracy estimate available here.
 HZ2048
 HZ2048.Click photographs - Photos may exist for this station.
 HZ2048
 HZ2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2048
 HZ2048. The following values were computed from the NAD 83(1997) position.
 HZ2048
 HZ2048;                    North         East     Units Scale Factor Converg.
 HZ2048;SPC IN E     -   384,928.807   117,674.949   MT  0.99997051   +0 07 37.6
 HZ2048;SPC IN E     - 1,262,887.26    386,071.90   sFT  0.99997051   +0 07 37.6
 HZ2048;SPC KY1Z     - 1,264,422.773 1,524,923.484   MT  1.00001213   +0 10 33.4
 HZ2048;SPC KY1Z     - 4,148,360.38  5,003,019.80   sFT  1.00001213   +0 10 33.4
 HZ2048;SPC KY N     -   135,608.882   394,470.848   MT  0.99997143   -0 45 17.4
 HZ2048;SPC KY N     -   444,910.14  1,294,193.11   sFT  0.99997143   -0 45 17.4
 HZ2048;UTM  16      - 4,286,321.598   633,588.656   MT  0.99981976   +0 57 40.3
 HZ2048
 HZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3358886321(NAD 83)
 HZ2048
 HZ2048                          SUPERSEDED SURVEY CONTROL
 HZ2048
 HZ2048  NAD 83(1995)-  38 42 55.63744(N)    085 27 48.36373(W) AD(       ) 3
 HZ2048  NAD 83(1993)-  38 42 55.63757(N)    085 27 48.36419(W) AD(       ) 3
 HZ2048  NAD 83(1986)-  38 42 55.63899(N)    085 27 48.37035(W) AD(       ) 3
 HZ2048  NAD 27      -  38 42 55.42200(N)    085 27 48.51800(W) AD(       ) 3
 HZ2048
 HZ2048.Superseded values are not recommended for survey control.
 HZ2048
 HZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2048.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2048
 HZ2048_MARKER: 53 = ELEVATED TANK
 HZ2048
 HZ2048  HISTORY     - Date     Condition        Report By
 HZ2048  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2048  HISTORY     - 1963     GOOD             AEROS
 HZ2048
 HZ2048                          STATION DESCRIPTION
 HZ2048
 HZ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2048'THIS IS AN INTERSECTION STATION.
 HZ2048'
 HZ2048'THE STATION IS THE SMALL STEEL BALL ATOP THE WATER TANK. THE TANK IS
 HZ2048'LOCATED AT THE NORTHWEST CORNER OF THE GROUNDS OF HANOVER
 HZ2048'COLLEGE. IT IS ABOUT 125 FEET HIGH, IS OF FOUR LEG STEEL TRUSS
 HZ2048'CONSTRUCTION, IS SILVER IN COLOR, AND BEARS THE LETTERS
 HZ2048'HANOVER COLLEGE 1827 IN BLACK.
 HZ2048'
 HZ2048'TO REACH FROM THE NORTHWEST CORNER OF THE GYMNASIUM, GO WEST FOR 0.2
 HZ2048'MILE TO THE TANK ON RIGHT.
 HZ2048
 HZ2048                          STATION RECOVERY (1963)
 HZ2048
 HZ2048'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2048'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1066 ***********************************************************************
 HZ1066  DESIGNATION -  HANOVER RM 2
 HZ1066  PID         -  HZ1066
 HZ1066  STATE/COUNTY-  IN/JEFFERSON
 HZ1066  COUNTRY     -  US
 HZ1066  USGS QUAD   -  MADISON WEST (2019)
 HZ1066
 HZ1066                         *CURRENT SURVEY CONTROL
 HZ1066  ______________________________________________________________________
 HZ1066* NAD 83(1986) POSITION- 38 42 45.41   (N) 085 27 25.50   (W)   HD_HELD1
 HZ1066* NAVD 88 ORTHO HEIGHT -   230.647 (meters)      756.71  (feet) ADJUSTED
 HZ1066  ______________________________________________________________________
 HZ1066  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 HZ1066  DYNAMIC HEIGHT  -        230.495 (meters)      756.22  (feet) COMP
 HZ1066  MODELED GRAVITY -    979,965.7   (mgal)                       NAVD 88
 HZ1066
 HZ1066  VERT ORDER      -  FIRST     CLASS II
 HZ1066
 HZ1066.The horizontal coordinates were determined by differentially corrected
 HZ1066.hand held GPS observations or other comparable positioning techniques
 HZ1066.and have an estimated accuracy of +/- 3 meters.
 HZ1066
 HZ1066.The orthometric height was determined by differential leveling and
 HZ1066.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1066.in June 1991.
 HZ1066
 HZ1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1066.GEOID18 height accuracy estimate available here.
 HZ1066
 HZ1066.Click photographs - Photos may exist for this station.
 HZ1066
 HZ1066.The dynamic height is computed by dividing the NAVD 88
 HZ1066.geopotential number by the normal gravity value computed on the
 HZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1066.degrees latitude (g = 980.6199 gals.).
 HZ1066
 HZ1066.The modeled gravity was interpolated from observed gravity values.
 HZ1066
 HZ1066;                    North         East    Units  Estimated Accuracy
 HZ1066;SPC IN E     -   384,614.7     118,228.1     MT  (+/- 3 meters HH1 GPS) 
 HZ1066
 HZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3414686015(NAD 83)
 HZ1066
 HZ1066                          SUPERSEDED SURVEY CONTROL
 HZ1066
 HZ1066  NGVD 29 (??/??/92)  230.812  (m)          757.26   (f) ADJ UNCH    1 2
 HZ1066
 HZ1066.Superseded values are not recommended for survey control.
 HZ1066
 HZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1066.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1066
 HZ1066_MARKER: DR = REFERENCE MARK DISK
 HZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1066_STAMPING: HANOVER NO 2 1947
 HZ1066_MARK LOGO: CGS
 HZ1066_PROJECTION: FLUSH
 HZ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1066+STABILITY: SURFACE MOTION
 HZ1066
 HZ1066  HISTORY     - Date     Condition        Report By
 HZ1066  HISTORY     - 1947     MONUMENTED       CGS
 HZ1066  HISTORY     - 1965     GOOD             CGS
 HZ1066
 HZ1066                          STATION DESCRIPTION
 HZ1066
 HZ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1066'1.2 MI SE FROM HANOVER.
 HZ1066'0.2 MILE NORTHEAST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1066'METHODIST CHURCH AT HANOVER, THENCE 0.45 MILE SOUTH ALONG MADISON
 HZ1066'AVENUE, THENCE 0.6 MILE EAST ALONG MAIN STREET, AT THE SOUTHEAST
 HZ1066'POINT OF THE HANOVER COLLEGE CAMPUS, IN SECTION 7, T 3 N, R 10 E,
 HZ1066'104.1 FEET WEST-NORTHWEST OF HANOVER 1947, 163 FEET EAST OF
 HZ1066'THE NORTHEAST CORNER OF THE HENDRICKS HALL CLASSROOMS, AND
 HZ1066'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0498 ***********************************************************************
 JA0498  DESIGNATION -  HAR 1
 JA0498  PID         -  JA0498
 JA0498  STATE/COUNTY-  IN/HARRISON
 JA0498  COUNTRY     -  US
 JA0498  USGS QUAD   -  LEAVENWORTH (2019)
 JA0498
 JA0498                         *CURRENT SURVEY CONTROL
 JA0498  ______________________________________________________________________
 JA0498* NAD 83(1986) POSITION- 38 11 51.     (N) 086 18 31.     (W)   SCALED
 JA0498* NAVD 88 ORTHO HEIGHT -   126.657 (meters)      415.54  (feet) ADJUSTED
 JA0498  ______________________________________________________________________
 JA0498  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 JA0498  DYNAMIC HEIGHT  -        126.567 (meters)      415.25  (feet) COMP
 JA0498  MODELED GRAVITY -    979,918.0   (mgal)                       NAVD 88
 JA0498
 JA0498  VERT ORDER      -  FIRST     CLASS II
 JA0498
 JA0498.The horizontal coordinates were scaled from a map and have
 JA0498.an estimated accuracy of +/- 6 seconds.
 JA0498
 JA0498.The orthometric height was determined by differential leveling and
 JA0498.adjusted by the NATIONAL GEODETIC SURVEY
 JA0498.in June 1991.
 JA0498
 JA0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0498.GEOID18 height accuracy estimate available here.
 JA0498
 JA0498.Click photographs - Photos may exist for this station.
 JA0498
 JA0498.The dynamic height is computed by dividing the NAVD 88
 JA0498.geopotential number by the normal gravity value computed on the
 JA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0498.degrees latitude (g = 980.6199 gals.).
 JA0498
 JA0498.The modeled gravity was interpolated from observed gravity values.
 JA0498
 JA0498;                    North         East    Units  Estimated Accuracy
 JA0498;SPC IN E     -   327,610.       43,770.      MT  (+/- 180 meters Scaled)
 JA0498
 JA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH605279(NAD 83)
 JA0498
 JA0498                          SUPERSEDED SURVEY CONTROL
 JA0498
 JA0498  NGVD 29 (??/??/92)  126.765  (m)          415.89   (f) ADJ UNCH    1 2
 JA0498
 JA0498.Superseded values are not recommended for survey control.
 JA0498
 JA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0498.See file dsdata.pdf to determine how the superseded data were derived.
 JA0498
 JA0498_MARKER: DB = BENCH MARK DISK
 JA0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0498_SP_SET: BRIDGE
 JA0498_STAMPING: HAR 1 1964
 JA0498_MARK LOGO: INFCC
 JA0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0498
 JA0498  HISTORY     - Date     Condition        Report By
 JA0498  HISTORY     - 1964     MONUMENTED       INFCC
 JA0498  HISTORY     - 1965     GOOD             CGS
 JA0498
 JA0498                          STATION DESCRIPTION
 JA0498
 JA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0498'2.2 MI E FROM LEAVENWORTH.
 JA0498'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0498'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0498'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0498'HIGHWAY 460, THENCE 0.2 MILE NORTH AND EAST ALONG A PAVED ROAD,
 JA0498'IN SECTION 4, T 4 S, R 2 E, SET IN THE TOP AND AT THE SOUTHWEST
 JA0498'END OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE OVER THE
 JA0498'BLUE RIVER, 10 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 JA0498'1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF A STEEL GUARD RAIL,
 JA0498'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1600 ***********************************************************************
 HZ1600  DESIGNATION -  HAR S 7
 HZ1600  PID         -  HZ1600
 HZ1600  STATE/COUNTY-  IN/HARRISON
 HZ1600  COUNTRY     -  US
 HZ1600  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1600
 HZ1600                         *CURRENT SURVEY CONTROL
 HZ1600  ______________________________________________________________________
 HZ1600* NAD 83(1986) POSITION- 38 00 13.     (N) 085 59 04.     (W)   SCALED
 HZ1600* NAVD 88 ORTHO HEIGHT -   128.736 (meters)      422.36  (feet) ADJUSTED
 HZ1600  ______________________________________________________________________
 HZ1600  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 HZ1600  DYNAMIC HEIGHT  -        128.645 (meters)      422.06  (feet) COMP
 HZ1600  MODELED GRAVITY -    979,921.6   (mgal)                       NAVD 88
 HZ1600
 HZ1600  VERT ORDER      -  FIRST     CLASS II
 HZ1600
 HZ1600.The horizontal coordinates were scaled from a map and have
 HZ1600.an estimated accuracy of +/- 6 seconds.
 HZ1600
 HZ1600.The orthometric height was determined by differential leveling and
 HZ1600.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1600.in June 1991.
 HZ1600
 HZ1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1600.GEOID18 height accuracy estimate available here.
 HZ1600
 HZ1600.Click photographs - Photos may exist for this station.
 HZ1600
 HZ1600.The dynamic height is computed by dividing the NAVD 88
 HZ1600.geopotential number by the normal gravity value computed on the
 HZ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1600.degrees latitude (g = 980.6199 gals.).
 HZ1600
 HZ1600.The modeled gravity was interpolated from observed gravity values.
 HZ1600
 HZ1600;                    North         East    Units  Estimated Accuracy
 HZ1600;SPC IN E     -   305,940.       72,090.      MT  (+/- 180 meters Scaled)
 HZ1600
 HZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH891067(NAD 83)
 HZ1600
 HZ1600                          SUPERSEDED SURVEY CONTROL
 HZ1600
 HZ1600  NGVD 29 (??/??/92)  128.861  (m)          422.77   (f) ADJ UNCH    1 2
 HZ1600
 HZ1600.Superseded values are not recommended for survey control.
 HZ1600
 HZ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1600.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1600
 HZ1600_MARKER: DD = SURVEY DISK
 HZ1600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1600_SP_SET: ABUTMENT
 HZ1600_STAMPING: HAR S 7
 HZ1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1600
 HZ1600  HISTORY     - Date     Condition        Report By
 HZ1600  HISTORY     - UNK      MONUMENTED       INHD
 HZ1600  HISTORY     - 1965     GOOD             CGS
 HZ1600
 HZ1600                          STATION DESCRIPTION
 HZ1600
 HZ1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1600'0.2 MI SE FROM EVANS LANDING.
 HZ1600'ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE
 HZ1600'PRESBYTERIAN CHURCH AT EVANS LANDING, THENCE 0.1 MILE EAST ALONG
 HZ1600'STATE HIGHWAY 111, IN SECTION 8, T 6 S, R 5 E, 11 1/2 FEET
 HZ1600'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 HZ1600'NORTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE
 HZ1600'OVER A CREEK, 95 YARDS EAST OF A PRIVATE DRIVEWAY LEADING TO
 HZ1600'THE RESIDENCE OF MR. R. HOKE, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0790 ***********************************************************************
 LA0790  DESIGNATION -  HARBER
 LA0790  PID         -  LA0790
 LA0790  STATE/COUNTY-  IN/ALLEN
 LA0790  COUNTRY     -  US
 LA0790  USGS QUAD   -  OSSIAN (2019)
 LA0790
 LA0790                         *CURRENT SURVEY CONTROL
 LA0790  ______________________________________________________________________
 LA0790* NAD 83(1997) POSITION- 40 56 47.03809(N) 085 10 03.11521(W)   ADJUSTED
 LA0790* NAVD 88 ORTHO HEIGHT -   245.984 (meters)      807.03  (feet) ADJUSTED
 LA0790  ______________________________________________________________________
 LA0790  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 LA0790  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 LA0790  DYNAMIC HEIGHT  -        245.877 (meters)      806.68  (feet) COMP
 LA0790  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LA0790
 LA0790  HORZ ORDER      -  FIRST
 LA0790  VERT ORDER      -  SECOND    CLASS 0
 LA0790
 LA0790.The horizontal coordinates were established by classical geodetic methods
 LA0790.and adjusted by the National Geodetic Survey in May 1999.
 LA0790
 LA0790.The orthometric height was determined by differential leveling and
 LA0790.adjusted by the NATIONAL GEODETIC SURVEY
 LA0790.in June 1991.
 LA0790
 LA0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0790.GEOID18 height accuracy estimate available here.
 LA0790
 LA0790.Click photographs - Photos may exist for this station.
 LA0790
 LA0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0790
 LA0790.The dynamic height is computed by dividing the NAVD 88
 LA0790.geopotential number by the normal gravity value computed on the
 LA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0790.degrees latitude (g = 980.6199 gals.).
 LA0790
 LA0790.The modeled gravity was interpolated from observed gravity values.
 LA0790
 LA0790. The following values were computed from the NAD 83(1997) position.
 LA0790
 LA0790;                    North         East     Units Scale Factor Converg.
 LA0790;SPC IN E     -   632,725.846   142,027.465   MT  0.99998840   +0 19 37.6
 LA0790;SPC IN E     - 2,075,868.05    465,968.44   sFT  0.99998840   +0 19 37.6
 LA0790;UTM  16      - 4,534,423.666   654,241.908   MT  0.99989282   +1 12 04.1
 LA0790
 LA0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0790!SPC IN E     -   0.99996665  x   0.99998840  =   0.99995505
 LA0790!UTM  16      -   0.99996665  x   0.99989282  =   0.99985947
 LA0790
 LA0790:                Primary Azimuth Mark                     Grid Az
 LA0790:SPC IN E     -  HARBER AZ MK                             355 01 06.8
 LA0790:UTM  16      -  HARBER AZ MK                             354 08 40.3
 LA0790
 LA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5424134423(NAD 83)
 LA0790
 LA0790|---------------------------------------------------------------------|
 LA0790| PID    Reference Object                     Distance      Geod. Az  |
 LA0790|                                                           dddmmss.s |
 LA0790| LA0791 HARBER RM 1                          29.118 METERS 18921     |
 LA0790| LA0792 HARBER RM 2                          36.728 METERS 27552     |
 LA0790| LA0789 HARBER AZ MK                        465.259 METERS 3552044.4 |
 LA0790|---------------------------------------------------------------------|
 LA0790
 LA0790                          SUPERSEDED SURVEY CONTROL
 LA0790
 LA0790  NAD 83(1995)-  40 56 47.03847(N)    085 10 03.12044(W) AD(       ) 1
 LA0790  NAD 83(1986)-  40 56 47.04040(N)    085 10 03.12945(W) AD(       ) 1
 LA0790  NAD 27      -  40 56 46.86600(N)    085 10 03.23630(W) AD(       ) 1
 LA0790  NGVD 29 (??/??/92)  246.134  (m)          807.52   (f) ADJ UNCH    2 0
 LA0790  NGVD 29             246.13   (m)          807.5    (f) LEVELING    3  
 LA0790
 LA0790.Superseded values are not recommended for survey control.
 LA0790
 LA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0790.See file dsdata.pdf to determine how the superseded data were derived.
 LA0790
 LA0790_MARKER: DS = TRIANGULATION STATION DISK
 LA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0790_STAMPING: HARBER 1946
 LA0790_MARK LOGO: CGS
 LA0790_PROJECTION: FLUSH
 LA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0790+STABILITY: SURFACE MOTION
 LA0790
 LA0790  HISTORY     - Date     Condition        Report By
 LA0790  HISTORY     - 1946     MONUMENTED       CGS
 LA0790  HISTORY     - 1951     GOOD             CGS
 LA0790  HISTORY     - 1955     GOOD             CGS
 LA0790  HISTORY     - 1963     GOOD             CGS
 LA0790  HISTORY     - 1968     GOOD             CGS
 LA0790  HISTORY     - 1977     GOOD             NGS
 LA0790
 LA0790                          STATION DESCRIPTION
 LA0790
 LA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0790'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 1 ABOUT 5
 LA0790'MILES NORTH OF OSSIAN, 5
 LA0790'MILES SOUTH OF WAYNEDALE AND 10 MILES SOUTH OF FORT WAYNE.  IT IS 57
 LA0790'FEET EAST OF THE CENTERLINE OF STATE
 LA0790'HIGHWAY 1, 31 FEET WEST OF THE NORTHWEST CORNER OF A
 LA0790'RED BARN AND 22 FEET SOUTHEAST OF A FENCE CORNER.  THE
 LA0790'MARK IS FLUSH WITH THE GROUND AND THE
 LA0790'DISK IS STAMPED HARBER 1946.
 LA0790'
 LA0790'REFERENCE MARK NO. 1 IS 95.53 FEET SOUTH OF THE STATION, 40 FEET EAST
 LA0790'OF THE CENTERLINE OF STATE HIGHWAY 1
 LA0790'AND 2 FEET NORTH OF TELEPHONE POLE NO. 2181.  THE MARK PROJECTS
 LA0790'ABOUT 8 INCHES AND THE DISK IS
 LA0790'STAMPED HARBER NO 1 1946.
 LA0790'
 LA0790'REFERENCE MARK NO. 2 IS 120.50 FEET WEST OF THE STATION, 62 FEET WEST
 LA0790'OF THE CENTERLINE OF STATE HIGHWAY 1
 LA0790'AND 6 INCHES SOUTH OF THE SOUTHEAST CORNER OF A WHITE GARAGE.  THE
 LA0790'MARK PROJECTS ABOUT 1 INCH AND THE
 LA0790'DISK IS STAMPED HARBER NO 2 1946.
 LA0790'
 LA0790'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 40 FEET WEST OF
 LA0790'THE CENTERLINE OF STATE HIGHWAY
 LA0790'1, 2 FEET SOUTHWEST OF A POWERLINE POLE AND 1 FOOT EAST OF A
 LA0790'NORTH-SOUTH FENCE LINE.  THE MARK
 LA0790'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED HARBER 1946.
 LA0790'
 LA0790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 3 IN
 LA0790'WAYNEDALE, GO SOUTH ON STATE HIGHWAY 1
 LA0790'FOR 4.9 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA0790'CONTINUE SOUTH ON STATE HIGHWAY 1 FOR 0.3
 LA0790'MILE TO A LARGE RED BARN ON THE LEFT AND THE STATION AS DESCRIBED.
 LA0790'
 LA0790'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA0790
 LA0790                          STATION RECOVERY (1951)
 LA0790
 LA0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGH)
 LA0790'OFFICE NOTE- THIS STATION RECOVERED IN 1951 BY R.G.H. AND FOUND TO
 LA0790'BE IN GOOD CONDITION.
 LA0790
 LA0790                          STATION RECOVERY (1955)
 LA0790
 LA0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 LA0790'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 LA0790'ADEQUATE.
 LA0790
 LA0790                          STATION RECOVERY (1963)
 LA0790
 LA0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA0790'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA0790'DESCRIBED.
 LA0790'
 LA0790'ABOUT 9 MILES S OF THE HEART OF FORT WAYNE, ABOUT 3.0 MILES S ALONG
 LA0790'NO. 1 INDIANA HWY. WHICH IS ALSO CALLED BLUFFTON ROAD FROM ITS
 LA0790'INTERSECTION WITH FERGUSON ROAD (THE ROAD ALONG N SIDE OF THE BAER
 LA0790'FIELD AIRPORT), 0.1 MILE S OF ST. ALOYSIUS CATHOLIC CHURCH, 282
 LA0790'FEET N OF CENTER LINE OF HAMILTON ROAD, 57 FEET E OF CENTER LINE OF
 LA0790'30-FOOT ASPHALT HWY. PAVEMENT, 2.1 FEET HIGHER THAN SAME, ON
 LA0790'CREST OF RIDGE, 31 FEET W OF NW CORNER OF BARN, 22-1/2 FEET SE OF
 LA0790'FENCE CORNER, STANDARD DISKS STAMPED HARBER 1946 ARE SET IN MARKS
 LA0790'WITH THE UPPER MARK FLUSH WITH THE GROUND SURFACE.
 LA0790'
 LA0790'REFERENCE STAMPED HARBER NO 1 1946, PROJECTS 0.7 FOOT IS 95.41 FEET
 LA0790'OR 29.081 METERS S OF STATION, 39-1/2 FEET E OF CENTER LINE OF
 LA0790'HWY., 2.1 FEET HIGHER THAN SAME, AND 2.2 FEET N OF STEEL WITNESS
 LA0790'POST.
 LA0790'
 LA0790'REFERENCE STAMPED HARBER NO 2 1946, FLUSH, IS 120.52 FEET OR 36.735
 LA0790'METERS W OF STATION, 62 FEET W OF CENTER LINE OF HWY., AND 0.5 FOOT
 LA0790'SW OF SE CORNER OF A GARAGE.
 LA0790'
 LA0790'AZIMUTH MARK STAMPED HARBER 1946, PROJECTS 0.6 FOOT, IS ABOUT 0.3
 LA0790'MILE N OF STATION, 40 FEET W OF CENTER LINE OF HWY., 0.2 FOOT HIGHER
 LA0790'THAN SAME, 5-1/2 FEET SSW OF A CREOSOTED POWER POLE, AND 1.6 FEET N
 LA0790'OF STEEL WITNESS POST.
 LA0790
 LA0790                          STATION RECOVERY (1968)
 LA0790
 LA0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0790'4.6 MI N FROM OSSIAN.
 LA0790'ABOUT 4.55 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN,
 LA0790'0.15 MILES NORTH OF ST. ALOYSIUS CHURCH AND SCHOOL, 283 FT.
 LA0790'NORTH OF THE C/L OF THE CROSSROAD, 58 FT. EAST OF THE C/L OF
 LA0790'THE HIGHWAY, 31.5 FT. WEST OF THE NORTHWEST CORNER OF A BARN,
 LA0790'22.5 FT. SOUTHEAST OF A FENCE CORNER, 17 FT. SOUTH OF A EAST-WEST
 LA0790'FENCE 2 FT. SOUTH OF A STEEL WITNESS POST, 2 FT. ABOVE THE
 LA0790'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LA0790'GROUND.
 LA0790
 LA0790                          STATION RECOVERY (1977)
 LA0790
 LA0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 LA0790'RECOVERED IN GOOD CONDITION.
 LA0790'
 LA0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 LA0790'WAYNEDALE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0789 ***********************************************************************
 LA0789  DESIGNATION -  HARBER AZ MK
 LA0789  PID         -  LA0789
 LA0789  STATE/COUNTY-  IN/ALLEN
 LA0789  COUNTRY     -  US
 LA0789  USGS QUAD   -  OSSIAN (2019)
 LA0789
 LA0789                         *CURRENT SURVEY CONTROL
 LA0789  ______________________________________________________________________
 LA0789* NAD 83(2011) POSITION- 40 57 02.07295(N) 085 10 04.74363(W)   NO CHECK
 LA0789* NAD 83(2011) ELLIP HT-   210.435 (meters)        (06/27/12)   NO CHECK
 LA0789* NAD 83(2011) EPOCH   -  2010.00
 LA0789* NAVD 88 ORTHO HEIGHT -   243.833 (meters)      799.98  (feet) ADJUSTED
 LA0789  ______________________________________________________________________
 LA0789  GEOID HEIGHT    -        -33.359 (meters)                     GEOID18
 LA0789  NAD 83(2011) X  -    406,377.353 (meters)                     COMP
 LA0789  NAD 83(2011) Y  - -4,807,203.097 (meters)                     COMP
 LA0789  NAD 83(2011) Z  -  4,158,417.176 (meters)                     COMP
 LA0789  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 LA0789  DYNAMIC HEIGHT  -        243.727 (meters)      799.63  (feet) COMP
 LA0789  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 LA0789
 LA0789  VERT ORDER      -  SECOND    CLASS 0
 LA0789
 LA0789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0789  Standards:
 LA0789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0789  -------------------------------------------------------------------
 LA0789  NETWORK    0.73   1.78           0.33   0.25   0.91      0.13862296
 LA0789  -------------------------------------------------------------------
 LA0789  Click here for local accuracies and other accuracy information.
 LA0789
 LA0789.The horizontal coordinates were established by GPS observations
 LA0789.and adjusted by the National Geodetic Survey in June 2012.
 LA0789
 LA0789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0789.been affixed to the stable North American tectonic plate. See 
 LA0789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0789
 LA0789.The horizontal coordinates are valid at the epoch date displayed above
 LA0789.which is a decimal equivalence of Year/Month/Day.
 LA0789
 LA0789.No horizontal observational check was made to the station.
 LA0789
 LA0789.The orthometric height was determined by differential leveling and
 LA0789.adjusted by the NATIONAL GEODETIC SURVEY
 LA0789.in June 1991.
 LA0789
 LA0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0789.GEOID18 height accuracy estimate available here.
 LA0789
 LA0789.Click photographs - Photos may exist for this station.
 LA0789
 LA0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0789
 LA0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0789
 LA0789.The ellipsoidal height was determined by GPS observations
 LA0789.and is referenced to NAD 83.
 LA0789
 LA0789.The dynamic height is computed by dividing the NAVD 88
 LA0789.geopotential number by the normal gravity value computed on the
 LA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0789.degrees latitude (g = 980.6199 gals.).
 LA0789
 LA0789.The modeled gravity was interpolated from observed gravity values.
 LA0789
 LA0789. The following values were computed from the NAD 83(2011) position.
 LA0789
 LA0789;                    North         East     Units Scale Factor Converg.
 LA0789;SPC IN E     -   633,189.411   141,986.732   MT  0.99998836   +0 19 36.6
 LA0789;SPC IN E     - 2,077,388.93    465,834.80   sFT  0.99998836   +0 19 36.6
 LA0789;UTM  16      - 4,534,886.512   654,194.113   MT  0.99989264   +1 12 03.4
 LA0789
 LA0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0789!SPC IN E     -   0.99996699  x   0.99998836  =   0.99995535
 LA0789!UTM  16      -   0.99996699  x   0.99989264  =   0.99985964
 LA0789
 LA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5419434886(NAD 83)
 LA0789
 LA0789                          SUPERSEDED SURVEY CONTROL
 LA0789
 LA0789  NAD 83(2007)-  40 57 02.07302(N)    085 10 04.74466(W) AD(2002.00) 0
 LA0789  ELLIP H (02/10/07)  210.462  (m)                       GP(2002.00)    
 LA0789  NAD 83(1997)-  40 57 02.07314(N)    085 10 04.74449(W) AD(       ) 1
 LA0789  ELLIP H (11/27/02)  210.475  (m)                       GP(       ) 4 1
 LA0789  NAD 83(1997)-  40 57 02.07303(N)    085 10 04.74457(W) AD(       ) 1
 LA0789  ELLIP H (03/18/02)  210.476  (m)                       GP(       ) 4 1
 LA0789  NAVD 88             243.83   (m)          800.0    (f) LEVELING    3  
 LA0789  NGVD 29 (??/??/92)  243.98   (m)          800.5    (f) COMPUTED    2 0
 LA0789
 LA0789.Superseded values are not recommended for survey control.
 LA0789
 LA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0789.See file dsdata.pdf to determine how the superseded data were derived.
 LA0789
 LA0789_MARKER: DZ = AZIMUTH MARK DISK
 LA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0789_STAMPING: HARBER 1946
 LA0789_MARK LOGO: CGS
 LA0789_PROJECTION: PROJECTING 25 CENTIMETERS
 LA0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0789+STABILITY: SURFACE MOTION
 LA0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0789+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2015
 LA0789
 LA0789  HISTORY     - Date     Condition        Report By
 LA0789  HISTORY     - 1946     MONUMENTED       CGS
 LA0789  HISTORY     - 1968     GOOD             CGS
 LA0789  HISTORY     - 20010501 GOOD             WOOLPT
 LA0789  HISTORY     - 20130611 GOOD             GRWAS
 LA0789  HISTORY     - 20150215 GOOD             COMPDA
 LA0789  HISTORY     - 20150601 GOOD             GEOPRO
 LA0789
 LA0789                          STATION DESCRIPTION
 LA0789
 LA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0789'4.8 MI N FROM OSSIAN.
 LA0789'4.85 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN, 0.15
 LA0789'MILE NORTH OF ST. ALOYSIUS CHURCH AND SCHOOL, 41 FT. WEST OF THE
 LA0789'C/L OF THE HIGHWAY, 85 FT. WEST-NORTHWEST AND ACROSS THE ROAD
 LA0789'FROM POLE 2493, 2.2 FT. SOUTHWEST OF A PWP 1 FT. EAST OF THE FENCE
 LA0789'LINE, 2 FT. NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 LA0789'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0789
 LA0789                          STATION RECOVERY (2001)
 LA0789
 LA0789'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 LA0789'THE STATION IS LOCATED APPROXIMATELY 9.6 KM (6 MI) SOUTHWEST OF
 LA0789'WAYNEDALE, 4.8 KM (3 MI) SOUTHEAST OF NINE MILE,  AND 1.6 KM (1 MI)
 LA0789'NORTHEAST OF
 LA0789'YODER.
 LA0789'
 LA0789'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 469 (EXIT 6)
 LA0789'AND INDIANA ROUTE 1 SOUTH OF FORT WAYNE, PROCEED SOUTH 0.35 MI TO
 LA0789'THE STATION ON THE RIGHT.
 LA0789'
 LA0789'THE STATION IS LOCATED 23.24 M ON AN AZIMUTH OF 185 DEGREES FROM
 LA0789'UTILITY POLE-- A706-65--, 19.85 M ON AN AZIMUTH OF 0 DEGREES FROM
 LA0789'UTILITY POLE-- A706-109, AND 19.54 M ON AN AZIMUTH OF 280 DEGREES
 LA0789'FROM THE CENTERLINE OF INDIANA ROUTE 1. THE STATION IS A USCGS
 LA0789'AZIMUTH MARK DISK STAMPED-- HARBER 1946-- SET IN THE TOP OF A 0.3 M
 LA0789'DIAMETER SQUARE CONCRETE MONUMENT PROJECT 0.25 M ABOVE THE
 LA0789'GROUND.
 LA0789
 LA0789                          STATION RECOVERY (2013)
 LA0789
 LA0789'RECOVERY NOTE BY GRW AERIAL SURVEY 2013 (BN)
 LA0789'RECOVERED IN GOOD CONDITION
 LA0789
 LA0789                          STATION RECOVERY (2015)
 LA0789
 LA0789'RECOVERY NOTE BY COMPASSDATA INC 2015 (NK)
 LA0789'RECOVERED IN GOOD CONDITION.
 LA0789
 LA0789                          STATION RECOVERY (2015)
 LA0789
 LA0789'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (CTS)
 LA0789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0791 ***********************************************************************
 LA0791  DESIGNATION -  HARBER RM 1
 LA0791  PID         -  LA0791
 LA0791  STATE/COUNTY-  IN/ALLEN
 LA0791  COUNTRY     -  US
 LA0791  USGS QUAD   -  OSSIAN (2019)
 LA0791
 LA0791                         *CURRENT SURVEY CONTROL
 LA0791  ______________________________________________________________________
 LA0791* NAD 83(1986) POSITION- 40 56 46.11   (N) 085 10 03.32   (W)   HD_HELD1
 LA0791* NAVD 88 ORTHO HEIGHT -   246.095 (meters)      807.40  (feet) ADJUSTED
 LA0791  ______________________________________________________________________
 LA0791  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 LA0791  DYNAMIC HEIGHT  -        245.988 (meters)      807.05  (feet) COMP
 LA0791  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LA0791
 LA0791  VERT ORDER      -  SECOND    CLASS 0
 LA0791
 LA0791.The horizontal coordinates were determined by differentially corrected
 LA0791.hand held GPS observations or other comparable positioning techniques
 LA0791.and have an estimated accuracy of +/- 3 meters.
 LA0791
 LA0791.The orthometric height was determined by differential leveling and
 LA0791.adjusted by the NATIONAL GEODETIC SURVEY
 LA0791.in June 1991.
 LA0791
 LA0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0791.GEOID18 height accuracy estimate available here.
 LA0791
 LA0791.Click photographs - Photos may exist for this station.
 LA0791
 LA0791.The dynamic height is computed by dividing the NAVD 88
 LA0791.geopotential number by the normal gravity value computed on the
 LA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0791.degrees latitude (g = 980.6199 gals.).
 LA0791
 LA0791.The modeled gravity was interpolated from observed gravity values.
 LA0791
 LA0791;                    North         East    Units  Estimated Accuracy
 LA0791;SPC IN E     -   632,697.2     142,022.8     MT  (+/- 3 meters HH1 GPS) 
 LA0791
 LA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5423734394(NAD 83)
 LA0791
 LA0791                          SUPERSEDED SURVEY CONTROL
 LA0791
 LA0791  NGVD 29 (??/??/92)  246.25   (m)          807.9    (f) COMPUTED    2 0
 LA0791
 LA0791.Superseded values are not recommended for survey control.
 LA0791
 LA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0791.See file dsdata.pdf to determine how the superseded data were derived.
 LA0791
 LA0791_MARKER: DR = REFERENCE MARK DISK
 LA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0791_STAMPING: HARBER NO 1 1946
 LA0791_MARK LOGO: CGS
 LA0791_PROJECTION: PROJECTING 20 CENTIMETERS
 LA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0791+STABILITY: SURFACE MOTION
 LA0791
 LA0791  HISTORY     - Date     Condition        Report By
 LA0791  HISTORY     - 1946     MONUMENTED       CGS
 LA0791  HISTORY     - 1968     GOOD             CGS
 LA0791
 LA0791                          STATION DESCRIPTION
 LA0791
 LA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0791'4.6 MI N FROM OSSIAN.
 LA0791'ABOUT 4.55 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT
 LA0791'OSSIAN, 0.15 MILES SOUTH OF ST. ALOYSIUS CHURCH AND SCHOOL, 189 FT.
 LA0791'NORTH OF THE C/L OF THE EAST-WEST COUNTY ROAD, 59.5 FT. SOUTHWEST
 LA0791'OF THE SOUTHWEST CORNER OF THE BARN, 41 FT. EAST OF THE C/L OF
 LA0791'THE HIGHWAY, 2 FT. NORTH OF A TELEPHONE POLE 2481, 2 FT. ABOVE THE
 LA0791'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0792 ***********************************************************************
 LA0792  DESIGNATION -  HARBER RM 2
 LA0792  PID         -  LA0792
 LA0792  STATE/COUNTY-  IN/ALLEN
 LA0792  COUNTRY     -  US
 LA0792  USGS QUAD   -  OSSIAN (2019)
 LA0792
 LA0792                         *CURRENT SURVEY CONTROL
 LA0792  ______________________________________________________________________
 LA0792* NAD 83(1986) POSITION- 40 56 47.16   (N) 085 10 04.68   (W)   HD_HELD1
 LA0792* NAVD 88 ORTHO HEIGHT -   246.087 (meters)      807.37  (feet) ADJUSTED
 LA0792  ______________________________________________________________________
 LA0792  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 LA0792  DYNAMIC HEIGHT  -        245.980 (meters)      807.02  (feet) COMP
 LA0792  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 LA0792
 LA0792  VERT ORDER      -  SECOND    CLASS 0
 LA0792
 LA0792.The horizontal coordinates were determined by differentially corrected
 LA0792.hand held GPS observations or other comparable positioning techniques
 LA0792.and have an estimated accuracy of +/- 3 meters.
 LA0792
 LA0792.The orthometric height was determined by differential leveling and
 LA0792.adjusted by the NATIONAL GEODETIC SURVEY
 LA0792.in June 1991.
 LA0792
 LA0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0792.GEOID18 height accuracy estimate available here.
 LA0792
 LA0792.Click photographs - Photos may exist for this station.
 LA0792
 LA0792.The dynamic height is computed by dividing the NAVD 88
 LA0792.geopotential number by the normal gravity value computed on the
 LA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0792.degrees latitude (g = 980.6199 gals.).
 LA0792
 LA0792.The modeled gravity was interpolated from observed gravity values.
 LA0792
 LA0792;                    North         East    Units  Estimated Accuracy
 LA0792;SPC IN E     -   632,729.4     141,990.8     MT  (+/- 3 meters HH1 GPS) 
 LA0792
 LA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5420534426(NAD 83)
 LA0792
 LA0792                          SUPERSEDED SURVEY CONTROL
 LA0792
 LA0792  NGVD 29 (??/??/92)  246.24   (m)          807.9    (f) COMPUTED    2 0
 LA0792
 LA0792.Superseded values are not recommended for survey control.
 LA0792
 LA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0792.See file dsdata.pdf to determine how the superseded data were derived.
 LA0792
 LA0792_MARKER: DR = REFERENCE MARK DISK
 LA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0792_STAMPING: HARBER NO 2 1946
 LA0792_MARK LOGO: CGS
 LA0792_PROJECTION: FLUSH
 LA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0792+STABILITY: SURFACE MOTION
 LA0792
 LA0792  HISTORY     - Date     Condition        Report By
 LA0792  HISTORY     - 1946     MONUMENTED       CGS
 LA0792  HISTORY     - 1968     GOOD             CGS
 LA0792
 LA0792                          STATION DESCRIPTION
 LA0792
 LA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0792'4.6 MI N FROM OSSIAN.
 LA0792'ABOUT 4.55 MILES NORTH ALONG S.R. 1 FROM THE POST OFFICE AT
 LA0792'OSSIAN, 0.15 MILES SOUTH OF ST. ALOYSIUS CHURCH AND SCHOOL,
 LA0792'295 FT. NORTH OF THE EAST-WEST CROSSROAD, 63 FT. WEST OF THE C/L
 LA0792'OF THE HIGHWAY, 0.5 FT. SOUTH OF THE SOUTHEAST CORNER OF A GARAGE,
 LA0792'9 POST JOINS CONCRETE FOUNDATION OF THE GARAGE, 2 FT. BELOW
 LA0792'THE LEVEL OF THE HIGHWAY AND SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2538 ***********************************************************************
 LB2538  DESIGNATION -  HARDEN
 LB2538  PID         -  LB2538
 LB2538  STATE/COUNTY-  IN/CLINTON
 LB2538  COUNTRY     -  US
 LB2538  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2538
 LB2538                         *CURRENT SURVEY CONTROL
 LB2538  ______________________________________________________________________
 LB2538* NAD 83(1997) POSITION- 40 16 44.30719(N) 086 27 03.13713(W)   ADJUSTED
 LB2538* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 LB2538  ______________________________________________________________________
 LB2538  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB2538  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 LB2538  HORZ ORDER      -  FIRST
 LB2538
 LB2538.The horizontal coordinates were established by classical geodetic methods
 LB2538.and adjusted by the National Geodetic Survey in May 1999.
 LB2538
 LB2538.The orthometric height was scaled from a topographic map.
 LB2538
 LB2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2538.GEOID18 height accuracy estimate available here.
 LB2538
 LB2538.Click photographs - Photos may exist for this station.
 LB2538
 LB2538.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2538
 LB2538. The following values were computed from the NAD 83(1997) position.
 LB2538
 LB2538;                    North         East     Units Scale Factor Converg.
 LB2538;SPC IN W     -   558,685.080   953,786.321   MT  1.00000226   +0 24 32.0
 LB2538;SPC IN W     - 1,832,952.63  3,129,213.95   sFT  1.00000226   +0 24 32.0
 LB2538;UTM  16      - 4,458,866.005   546,682.260   MT  0.99962683   +0 21 18.1
 LB2538
 LB2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2538!SPC IN W     -   0.99996206  x   1.00000226  =   0.99996432
 LB2538!UTM  16      -   0.99996206  x   0.99962683  =   0.99958890
 LB2538
 LB2538:                Primary Azimuth Mark                     Grid Az
 LB2538:SPC IN W     -  HARDEN AZ MK                             092 27 51.4
 LB2538:UTM  16      -  HARDEN AZ MK                             092 31 05.3
 LB2538
 LB2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4668258866(NAD 83)
 LB2538
 LB2538|---------------------------------------------------------------------|
 LB2538| PID    Reference Object                     Distance      Geod. Az  |
 LB2538|                                                           dddmmss.s |
 LB2538| CC9299 HARDEN RM 1                          29.763 METERS 00710     |
 LB2538| CC9298 HARDEN AZ MK                                       0925223.4 |
 LB2538| LB2524 KIRKLIN MUNICIPAL TANK              APPROX.12.3 KM 1404952.5 |
 LB2538| CC9301 HARDEN RM 3                          33.811 METERS 26159     |
 LB2538| CC9300 HARDEN RM 2                          49.423 METERS 26409     |
 LB2538| LB2535 FRANKFORT RADIO STA WILO MAST       APPROX. 2.9 KM 2673729.1 |
 LB2538| LB2550 FRANKFORT INGRAM RICHARDSON TK      APPROX. 6.9 KM 2720600.9 |
 LB2538| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX. 5.1 KM 2724143.1 |
 LB2538| LB2548 FRANKFORT INDIANA BRASS CO TK       APPROX. 5.9 KM 2725027.0 |
 LB2538| LB2551 FRANKFORT HEATING PLANT STACK       APPROX. 5.3 KM 2740537.0 |
 LB2538| LB2539 FRANKFORT CITY POWER PLANT STK      APPROX. 4.2 KM 2805018.6 |
 LB2538| LB2547 FRANKFORT CITY PARK TANK            APPROX. 4.8 KM 2893509.0 |
 LB2538|---------------------------------------------------------------------|
 LB2538
 LB2538                          SUPERSEDED SURVEY CONTROL
 LB2538
 LB2538  NAD 83(1986)-  40 16 44.31385(N)    086 27 03.15054(W) AD(       ) 1
 LB2538  NAD 27      -  40 16 44.18330(N)    086 27 03.14450(W) AD(       ) 1
 LB2538
 LB2538.Superseded values are not recommended for survey control.
 LB2538
 LB2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2538.See file dsdata.pdf to determine how the superseded data were derived.
 LB2538
 LB2538_MARKER: DS = TRIANGULATION STATION DISK
 LB2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2538_STAMPING: HRDEN 1934
 LB2538_MARK LOGO: CGS
 LB2538_PROJECTION: FLUSH
 LB2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2538+STABILITY: SURFACE MOTION
 LB2538
 LB2538  HISTORY     - Date     Condition        Report By
 LB2538  HISTORY     - 1934     MONUMENTED       CGS
 LB2538  HISTORY     - 1948     GOOD             CGS
 LB2538  HISTORY     - 1954     GOOD             CGS
 LB2538  HISTORY     - 1968     GOOD             CGS
 LB2538
 LB2538                          STATION DESCRIPTION
 LB2538
 LB2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2538'90-FOOT TOWER WILL CLEAR ALL LINES.
 LB2538'
 LB2538'ABOUT 4-1/4 MILES EAST OF FRANKFORT, ON THE NORTH SIDE OF STATE
 LB2538'HIGHWAY 28, IN SOUTHEAST CORNER OF A SMALL BARN LOT OWNED BY H. H.
 LB2538'HARDEN, JUST EAST OF HIS HOUSE, 21 FEET NORTHWEST OF A LARGE SQUARE
 LB2538'CONCRETE AND STONE CORNER POST, 15 FEET NORTH OF THE NORTH
 LB2538'RIGHT-OF-WAY FENCE OF THE HIGHWAY, 123 FEET SOUTHEAST OF THE
 LB2538'SOUTHEAST CORNER OF THE BARN, AND IS SET FLUSH.
 LB2538'
 LB2538'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 28 AND 39 IN
 LB2538'FRANKFORT, GO EAST ON STATE HIGHWAY 28 FOR 4-1/4 MILES TO THE
 LB2538'STATION.
 LB2538'
 LB2538'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LB2538'BRONZE DISKS SET IN CONCRETE.
 LB2538'
 LB2538'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 7 FEET SOUTH OF THE
 LB2538'SOUTHEAST CORNER OF A SHED, IN THE EAST FENCE OF THE BARNYARD,
 LB2538'207.27 FEET NORTHWEST OF REFERENCE MARK NO. 2 AND PROJECTS 8
 LB2538'INCHES.  REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE NORTH
 LB2538'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 28, AND PROJECTS 8
 LB2538'INCHES.
 LB2538'
 LB2538'AZIMUTH MARK IS 0.25 MILES EAST OF THE STATION, IN THE SOUTHWEST
 LB2538'ANGLE OF CROSSROADS, 8 FEET WEST OF DOUBLE CORNER FENCE POSTS, AND
 LB2538'PROJECTS 12 INCHES.
 LB2538
 LB2538                          STATION RECOVERY (1948)
 LB2538
 LB2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2538'RECOVERED.  STATION IS 2-1/4 MILES E OF FRANKFORT, ON PROPERTY NOW
 LB2538'OWNED BY MABEL HEISE.
 LB2538
 LB2538                          STATION RECOVERY (1954)
 LB2538
 LB2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2538'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK, REFERENCE MARK
 LB2538'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 LB2538'MARK NO. 2 HAD BEEN DESTROYED.  DISTANCE AND DIRECTION TO REFERENCE
 LB2538'MARK NO. 1 CHECKED.  DISTANCE TO THE AZIMUTH MARK CHECKED BUT THE
 LB2538'DIRECTION DID NOT CHECK.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY
 LB2538'THIS PARTY.  IT IS 30 FEET NORTH OF THE CENTER OF HIGHWAY 28, 15
 LB2538'FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST OF A FENCE
 LB2538'CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARDEN NO 3
 LB2538'1934.
 LB2538'
 LB2538'THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONAL
 LB2538'MEASUREMENTS.  STATION MARK IS 45 FEET NORTH OF THE CENTER OF
 LB2538'HIGHWAY 28, 21 FEET NORTHWEST OF A FENCE CORNER, 18 FEET NORTHWEST
 LB2538'OF A WHITE WITNESS POST AND 15 FEET WEST OF A FENCE LINE, AND ON
 LB2538'THE PROPERTY OF WABLE M. HEISE.
 LB2538'
 LB2538'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2538
 LB2538                          STATION RECOVERY (1968)
 LB2538
 LB2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2538'THIS STATION RECOVERED AS DESCRIBED BY E. L. J. IN 1954 AND ALL
 LB2538'MARS FOUND IN GOOD CONDITION.
 LB2538'
 LB2538'THE 1954 DESCRIPTION OF THE MARKS IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1791 ***********************************************************************
 MD1791  DESIGNATION -  HARDER
 MD1791  PID         -  MD1791
 MD1791  STATE/COUNTY-  IN/ALLEN
 MD1791  COUNTRY     -  US
 MD1791  USGS QUAD   -  WOODBURN NORTH (2019)
 MD1791
 MD1791                         *CURRENT SURVEY CONTROL
 MD1791  ______________________________________________________________________
 MD1791* NAD 83(1997) POSITION- 41 14 35.85202(N) 084 50 57.65840(W)   ADJUSTED
 MD1791* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 MD1791  ______________________________________________________________________
 MD1791  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 MD1791  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 MD1791  HORZ ORDER      -  SECOND
 MD1791
 MD1791.The horizontal coordinates were established by classical geodetic methods
 MD1791.and adjusted by the National Geodetic Survey in May 1999.
 MD1791
 MD1791.The orthometric height was scaled from a topographic map.
 MD1791
 MD1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1791.GEOID18 height accuracy estimate available here.
 MD1791
 MD1791.Click photographs - Photos may exist for this station.
 MD1791
 MD1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1791
 MD1791. The following values were computed from the NAD 83(1997) position.
 MD1791
 MD1791;                    North         East     Units Scale Factor Converg.
 MD1791;SPC IN E     -   665,898.573   168,509.673   MT  1.00002441   +0 32 19.8
 MD1791;SPC IN E     - 2,184,702.23    552,852.15   sFT  1.00002441   +0 32 19.8
 MD1791;SPC OH N     -   177,730.753   403,100.532   MT  0.99994382   -1 32 36.3
 MD1791;SPC OH N     -   583,104.98  1,322,505.66   sFT  0.99994382   -1 32 36.3
 MD1791;UTM  16      - 4,567,995.690   680,211.888   MT  0.99999970   +1 25 05.6
 MD1791
 MD1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1791!SPC IN E     -   0.99996730  x   1.00002441  =   0.99999171
 MD1791!SPC OH N     -   0.99996730  x   0.99994382  =   0.99991112
 MD1791!UTM  16      -   0.99996730  x   0.99999970  =   0.99996700
 MD1791
 MD1791:                Primary Azimuth Mark                     Grid Az
 MD1791:SPC IN E     -  REDIGER                                  286 57 08.7
 MD1791:SPC OH N     -  REDIGER                                  289 02 04.8
 MD1791:UTM  16      -  REDIGER                                  286 04 22.9
 MD1791
 MD1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8021167995(NAD 83)
 MD1791
 MD1791|---------------------------------------------------------------------|
 MD1791| PID    Reference Object                     Distance      Geod. Az  |
 MD1791|                                                           dddmmss.s |
 MD1791| CE6686 HARDER RM 1                          30.452 METERS 08630     |
 MD1791| CE6687 HARDER RM 2                          29.505 METERS 17712     |
 MD1791| CE6685 HARDER AZ MK                                       2250110.2 |
 MD1791| MD1823 REDIGER                             APPROX. 9.1 KM 2872928.5 |
 MD1791|---------------------------------------------------------------------|
 MD1791
 MD1791                          SUPERSEDED SURVEY CONTROL
 MD1791
 MD1791  NAD 83(1995)-  41 14 35.85207(N)    084 50 57.65863(W) AD(       ) 2
 MD1791  NAD 83(1986)-  41 14 35.85347(N)    084 50 57.67436(W) AD(       ) 2
 MD1791  NAD 27      -  41 14 35.67350(N)    084 50 57.81140(W) AD(       ) 2
 MD1791
 MD1791.Superseded values are not recommended for survey control.
 MD1791
 MD1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1791.See file dsdata.pdf to determine how the superseded data were derived.
 MD1791
 MD1791_MARKER: DS = TRIANGULATION STATION DISK
 MD1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1791_STAMPING: HARDER 1947
 MD1791_MARK LOGO: CGS
 MD1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1791+STABILITY: SURFACE MOTION
 MD1791
 MD1791  HISTORY     - Date     Condition        Report By
 MD1791  HISTORY     - 1947     MONUMENTED       CGS
 MD1791  HISTORY     - 1960     GOOD             CGS
 MD1791
 MD1791                          STATION DESCRIPTION
 MD1791
 MD1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1791'THE STATION IS LOCATED 7 MILES SOUTH OF NEWVILLE, 5 MILES SOUTHEAST OF
 MD1791'SPENCERVILLE AND 5 MILES NORTHEAST OF HARLAN, ON PROPERTY OWNED BY
 MD1791'G.W. HARTER.  IT IS 109 FEET NORTH OF STATE HIGHWAY 37 AND A GRAVEL
 MD1791'CROSSROAD, 106 FEET SOUTHWEST OF THE BRICK FOUNDATION OF A BARN, 104
 MD1791'FEET NORTH OF THE CENTER OF HIGHWAY 37, 37 FEET SOUTH OF A 34 INCH
 MD1791'MAPLE TREE, 25 FEET NORTH OF A 36 INCH MAPLE TREE, 25 FEET EAST OF THE
 MD1791'CENTER OF A GRAVEL ROAD AND 8 FEET EAST OF A WHITE WITNESS POST.  THE
 MD1791'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDER 1947.
 MD1791'
 MD1791'REFERENCE MARK NO. 1 IS 99.91 FEET EAST OF THE STATION, 47 FEET SOUTH
 MD1791'OF THE SOUTHWEST CORNER OF A BARN AND 33 FEET NORTH OF THE CENTER OF
 MD1791'HIGHWAY 37.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDER
 MD1791'NO 1 1947.
 MD1791'
 MD1791'REFERENCE MARK NO. 2 IS 96.80 FEET SOUTH OF THE STATION, 21 FEET NORTH
 MD1791'OF HIGHWAY 37 AND 16 FEET WEST OF THE CENTER OF A GRAVEL ROAD.  IT IS
 MD1791'A STANDARD USC AND GS BRONZE DISK SET FLUSH IN A DRILL HOLE IN THE TOP
 MD1791'OF A HEADWALL OF A CONCRETE CULVERT.  THE DISK IS STAMPED HARDER NO 2
 MD1791'1947.
 MD1791'
 MD1791'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 37 FEET
 MD1791'NORTHWEST OF THE CENTER OF HIGHWAY 37, 23 FEET NORTH-NORTHEAST OF THE
 MD1791'CENTER OF A GRAVEL ROAD AND 2.5 FEET NORTH OF A WHITE WITNESS POST.
 MD1791'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDER 1947.
 MD1791'
 MD1791'TO REACH THE STATION FROM THE JUNCTION OF INDIANA STATE HIGHWAY 8 AND
 MD1791'OHIO STATE HIGHWAY 18 WHICH IS 2-1/2 MILES SOUTHEAST OF NEWVILLE, GO
 MD1791'SOUTH ON A GRAVEL ROAD FOR 3.8 MILES TO HIGHWAY 37.  TURN RIGHT ON
 MD1791'HIGHWAY 37 AND GO 3.1 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD1791'
 MD1791'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1791
 MD1791                          STATION RECOVERY (1960)
 MD1791
 MD1791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1791'ALL MARKS EXCEPT AZIMUTH MARK RECOVERED IN GOOD CONDITION ESSENTIALLY
 MD1791'AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK IS BELIEVED DESTROYED THO
 MD1791'NO EVIDENCE OF REMAINS WAS FOUND.
 MD1791'
 MD1791'ABOUT 5.0 MILES NE ALONG NO. 37 INDIANA HIGHWAY FROM THE MAIN CORNER
 MD1791'IN HARLAN, ABOUT 3 MILES SW ALONG SAME FROM ITS CROSSING OF THE STATE
 MD1791'LINE, AT A CROSSROADS, 95 FEET NW OF CENTER LINE OF HWY., 25 FEET NE
 MD1791'OF CENTER LINE OF SCIPIO ROAD, 106 FEET SW OF SW CORNER OF BRICK LOWER
 MD1791'STORY OF BARN, 49-1/2 FEET S OF PROJECTED PLANE OF S (END) BRICK WALL
 MD1791'OF THE BARN, AND 2.0 FEET NW OF STEEL WITNESS POST, DISKS ARE STAMPED
 MD1791'HARDER 1947 AND SET IN 1A AND 7A MARKS, THE UPPER ONE PROJECTING 0.3
 MD1791'FOOT ABOVE GROUND.
 MD1791'
 MD1791'REFERENCE STAMPED HARDER NO 1 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1791'99.94 FEET OR 30.462 METERS E IN AZIMUTH 266 DEG 30 MIN FROM STATION,
 MD1791'48 FEET S OF SW CORNER OF BARN, AND 33 FEET NW OF CENTER LINE OF THE
 MD1791'HIGHWAY.
 MD1791'
 MD1791'REFERENCE STAMPED HARDER NO 2 1947, A STANDARD DISK SET FLUSH IN DRILL
 MD1791'HOLE IN TOP OF CONCRETE CULVERT HEADWALL, 20 FEET N OF CENTER LINE OF
 MD1791'HWY., LEVEL WITH SAME, AND 16 FEET SW OF CENTER LINE OF SCIPIO ROAD,
 MD1791'IS 96.82 FT. OR 29.511 M. IN AZ. 357 DEG 12 MIN FROM STATION.
 MD1791'
 MD1791'PROBING OVER THE DESCRIBED AREA AND SEARCH AROUND IT FOUND NO EVIDENCE
 MD1791'OF THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1922 ***********************************************************************
 JA1922  DESIGNATION -  HARDER
 JA1922  PID         -  JA1922
 JA1922  STATE/COUNTY-  IN/MARTIN
 JA1922  COUNTRY     -  US
 JA1922  USGS QUAD   -  RUSK (2019)
 JA1922
 JA1922                         *CURRENT SURVEY CONTROL
 JA1922  ______________________________________________________________________
 JA1922* NAD 83(1997) POSITION- 38 33 43.28707(N) 086 47 10.23417(W)   ADJUSTED
 JA1922* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 JA1922  ______________________________________________________________________
 JA1922  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 JA1922  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JA1922  HORZ ORDER      -  SECOND
 JA1922
 JA1922.The horizontal coordinates were established by classical geodetic methods
 JA1922.and adjusted by the National Geodetic Survey in May 1999.
 JA1922
 JA1922.The orthometric height was scaled from a topographic map.
 JA1922
 JA1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1922.GEOID18 height accuracy estimate available here.
 JA1922
 JA1922.Click photographs - Photos may exist for this station.
 JA1922
 JA1922.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1922
 JA1922. The following values were computed from the NAD 83(1997) position.
 JA1922
 JA1922;                    North         East     Units Scale Factor Converg.
 JA1922;SPC IN W     -   367,919.511   925,898.761   MT  0.99997492   +0 11 06.9
 JA1922;SPC IN W     - 1,207,082.60  3,037,719.52   sFT  0.99997492   +0 11 06.9
 JA1922;UTM  16      - 4,268,197.432   518,628.994   MT  0.99960427   +0 07 59.8
 JA1922
 JA1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1922!SPC IN W     -   0.99997065  x   0.99997492  =   0.99994557
 JA1922!UTM  16      -   0.99997065  x   0.99960427  =   0.99957493
 JA1922
 JA1922:                Primary Azimuth Mark                     Grid Az
 JA1922:SPC IN W     -  HARDER AZ MK                             106 30 32.5
 JA1922:UTM  16      -  HARDER AZ MK                             106 33 39.6
 JA1922
 JA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1862868197(NAD 83)
 JA1922
 JA1922|---------------------------------------------------------------------|
 JA1922| PID    Reference Object                     Distance      Geod. Az  |
 JA1922|                                                           dddmmss.s |
 JA1922| CG7961 HARDER AZ MK                                       1064139.4 |
 JA1922| CG7962 HARDER RM 1                          13.015 METERS 26107     |
 JA1922| CG7963 HARDER RM 2                          14.073 METERS 35311     |
 JA1922|---------------------------------------------------------------------|
 JA1922
 JA1922                          SUPERSEDED SURVEY CONTROL
 JA1922
 JA1922  NAD 83(1986)-  38 33 43.29383(N)    086 47 10.23668(W) AD(       ) 2
 JA1922  NAD 27      -  38 33 43.10400(N)    086 47 10.25300(W) AD(       ) 2
 JA1922
 JA1922.Superseded values are not recommended for survey control.
 JA1922
 JA1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1922.See file dsdata.pdf to determine how the superseded data were derived.
 JA1922
 JA1922_MARKER: DS = TRIANGULATION STATION DISK
 JA1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1922_STAMPING: HARDER 1946
 JA1922_MARK LOGO: CGS
 JA1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1922+STABILITY: SURFACE MOTION
 JA1922
 JA1922  HISTORY     - Date     Condition        Report By
 JA1922  HISTORY     - 1946     MONUMENTED       CGS
 JA1922  HISTORY     - 1967     GOOD             CGS
 JA1922
 JA1922                          STATION DESCRIPTION
 JA1922
 JA1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1922'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF OLD WINDOM, 6 MILES
 JA1922'NORTH OF FRENCH LICK, 0.1 MILE NORTH OF A GRAVEL ROAD, 20 FEET EAST OF
 JA1922'A 2 INCH CRAB APPLE TREE, AND IS LOCATED ON THE HIGHEST POINT OF A
 JA1922'BALD HILL.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HARDER
 JA1922'1946.
 JA1922'
 JA1922'REFERENCE MARK NO 1 IS 42.70 FEET WEST OF THE STATION AND IS 23 FEET
 JA1922'WEST OF A 2 INCH CRAB APPLE TREE.  THE MARK PROJECTS 6 INCHES AND THE
 JA1922'DISK IS STAMPED HARDER NO 1 1946.
 JA1922'
 JA1922'REFERENCE MARK NO 2 IS 46.17 FEET NORTH OF THE STATION.  THE MARK
 JA1922'PROJECTS 6 INCHES AND THE DISK IS STAMPED HARDER NO 2 1946.
 JA1922'
 JA1922'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, 18 FEET
 JA1922'NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND IS 3.5 FEET NORTHWEST OF
 JA1922'A WITNESS POST, UNDER A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 JA1922'DISK IS STAMPED HARDER 1946.
 JA1922'
 JA1922'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 50 AND 150 ON
 JA1922'THE EAST EDGE OF SHOALS, GO SOUTHEAST ON U S 150 FOR 2.3 MILES TO A
 JA1922'GRAVEL ROAD ON THE RIGHT, GO RIGHT FOR 0.1 MILE TO A CROSSROAD,
 JA1922'CONTINUE STRAIGHT AHEAD FOR 4.9 MILES TO THE SMALL VILLAGE OF NORTH
 JA1922'WINDOM, THENCE CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.6 MILE TO A SIDE
 JA1922'ROAD LEFT, TURN LEFT AND GO EAST FOR 0.7 MILE TO A GATE ON THE LEFT,
 JA1922'THIS IS AT A POINT JUST BEFORE REACHING A LARGE WHITE HOUSE ON THE
 JA1922'RIGHT, ENTER GATE AND GO NORTHWEST FOR 0.1 MILE TO THE TOP OF THE HILL
 JA1922'AND THE STATION.  THE AZIMUTH IS REACHED FROM THE GATE BY CONTINUING
 JA1922'EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JA1922'
 JA1922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1922
 JA1922                          STATION RECOVERY (1967)
 JA1922
 JA1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1922'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 JA1922'DESCRIPTION IS ADEQUATE WITH THE BELOW CHANGES.
 JA1922'
 JA1922'THE STATION MARK IS 36 FEET SOUTHEAST OF A TWIN TRUNK 10 INCH APPLE
 JA1922'TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 JA1922'
 JA1922'REFERENCE MARK 1 IS 17 FEET SOUTHEAST OF AN 11 INCH APPLE TREE.
 JA1922'
 JA1922'REFERENCE MARK 2 IS 30 FEET NORTHEAST OF THE 10 INCH APPLE TREE.
 JA1922'
 JA1922'THE AZIMUTH MARK IS 57 FEET NORTH OF POWER POLE NO. 213 AND 1 FOOT
 JA1922'WEST OF A METAL WITNESS POST.
 JA1922'
 JA1922'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 150 AND 50 AT
 JA1922'THE EAST EDGE OF SHOALS, GO SOUTHEAST ON HIGHWAY 150 FOR 2.3 MILES TO
 JA1922'A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.1
 JA1922'MILE TO A PAVED CROSSROAD.  CONTINUE SOUTH ON THE PAVED ROAD FOR 4.3
 JA1922'MILES TO A SIDE ROAD RIGHT (WAGNER CHAPEL RD.)  CONTINUE SOUTH ON THE
 JA1922'PAVED ROAD FOR 0.3 MILE TO A STEEL BRIDGE.  CONTINUE SOUTH FOR 0.8
 JA1922'MILE TO A GRAVEL ROAD LEFT (RIDGE RD.)  TURN LEFT ON RIDGE ROAD AND GO
 JA1922'EAST FOR 0.6 MILE TO THE STATION ON THE LEFT.  CONTINUE EAST FOR 0.3
 JA1922'MILE TO AZIMUTH MARK ON THE LEFT.
 JA1922'
 JA1922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF
 JA1922'FRENCH LICK INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0502 ***********************************************************************
 MD0502  DESIGNATION -  HARLAN
 MD0502  PID         -  MD0502
 MD0502  STATE/COUNTY-  IN/ALLEN
 MD0502  COUNTRY     -  US
 MD0502  USGS QUAD   -  GRABILL (2019)
 MD0502
 MD0502                         *CURRENT SURVEY CONTROL
 MD0502  ______________________________________________________________________
 MD0502* NAD 83(1997) POSITION- 41 11 42.27549(N) 084 55 21.05256(W)   ADJUSTED
 MD0502* NAVD 88 ORTHO HEIGHT -   240.212 (meters)      788.10  (feet) ADJUSTED
 MD0502  ______________________________________________________________________
 MD0502  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0502  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 MD0502  DYNAMIC HEIGHT  -        240.117 (meters)      787.78  (feet) COMP
 MD0502  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0502
 MD0502  HORZ ORDER      -  SECOND
 MD0502  VERT ORDER      -  SECOND    CLASS 0
 MD0502
 MD0502.The horizontal coordinates were established by classical geodetic methods
 MD0502.and adjusted by the National Geodetic Survey in May 1999.
 MD0502
 MD0502.The orthometric height was determined by differential leveling and
 MD0502.adjusted by the NATIONAL GEODETIC SURVEY
 MD0502.in June 1991.
 MD0502
 MD0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0502.GEOID18 height accuracy estimate available here.
 MD0502
 MD0502.Click photographs - Photos may exist for this station.
 MD0502
 MD0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0502
 MD0502.The dynamic height is computed by dividing the NAVD 88
 MD0502.geopotential number by the normal gravity value computed on the
 MD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0502.degrees latitude (g = 980.6199 gals.).
 MD0502
 MD0502.The modeled gravity was interpolated from observed gravity values.
 MD0502
 MD0502. The following values were computed from the NAD 83(1997) position.
 MD0502
 MD0502;                    North         East     Units Scale Factor Converg.
 MD0502;SPC IN E     -   660,488.847   162,422.568   MT  1.00001460   +0 29 24.5
 MD0502;SPC IN E     - 2,166,953.83    532,881.38   sFT  1.00001460   +0 29 24.5
 MD0502;SPC OH N     -   172,546.130   396,821.400   MT  0.99994160   -1 35 29.3
 MD0502;SPC OH N     -   566,095.09  1,301,904.88   sFT  0.99994160   -1 35 29.3
 MD0502;UTM  16      - 4,562,493.407   674,208.679   MT  0.99997352   +1 22 07.1
 MD0502
 MD0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0502!SPC IN E     -   0.99996753  x   1.00001460  =   0.99998213
 MD0502!SPC OH N     -   0.99996753  x   0.99994160  =   0.99990913
 MD0502!UTM  16      -   0.99996753  x   0.99997352  =   0.99994105
 MD0502
 MD0502:                Primary Azimuth Mark                     Grid Az
 MD0502:SPC IN E     -  HARLAN AZ MK                             000 45 40.6
 MD0502:SPC OH N     -  HARLAN AZ MK                             002 50 34.4
 MD0502:UTM  16      -  HARLAN AZ MK                             359 52 58.0
 MD0502
 MD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7420862493(NAD 83)
 MD0502
 MD0502|---------------------------------------------------------------------|
 MD0502| PID    Reference Object                     Distance      Geod. Az  |
 MD0502|                                                           dddmmss.s |
 MD0502| CE6688 HARLAN AZ MK                                       0011505.1 |
 MD0502| MD0501 HARLAN RM 1                          25.974 METERS 20702     |
 MD0502| MD0500 SMALL                                49.428 METERS 26247     |
 MD0502| MD0503 HARLAN RM 2                          26.282 METERS 33501     |
 MD0502|---------------------------------------------------------------------|
 MD0502
 MD0502                          SUPERSEDED SURVEY CONTROL
 MD0502
 MD0502  NAD 83(1995)-  41 11 42.27560(N)    084 55 21.05357(W) AD(       ) 2
 MD0502  NAD 83(1986)-  41 11 42.27693(N)    084 55 21.06811(W) AD(       ) 2
 MD0502  NAD 27      -  41 11 42.09840(N)    084 55 21.19350(W) AD(       ) 2
 MD0502  NGVD 29 (??/??/92)  240.366  (m)          788.60   (f) ADJ UNCH    2 0
 MD0502  NGVD 29             240.37   (m)          788.6    (f) LEVELING    3  
 MD0502
 MD0502.Superseded values are not recommended for survey control.
 MD0502
 MD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0502.See file dsdata.pdf to determine how the superseded data were derived.
 MD0502
 MD0502_MARKER: DS = TRIANGULATION STATION DISK
 MD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0502_STAMPING: HARLAN 1947
 MD0502_MARK LOGO: CGS
 MD0502_PROJECTION: FLUSH
 MD0502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0502+STABILITY: SURFACE MOTION
 MD0502
 MD0502  HISTORY     - Date     Condition        Report By
 MD0502  HISTORY     - 1947     MONUMENTED       CGS
 MD0502  HISTORY     - 1960     GOOD             CGS
 MD0502  HISTORY     - 1963     GOOD             CGS
 MD0502  HISTORY     - 1963     GOOD             CGS
 MD0502  HISTORY     - 1984     GOOD             NGS
 MD0502  HISTORY     - 1984     GOOD             NGS
 MD0502  HISTORY     - 19840321 GOOD             NGS
 MD0502
 MD0502                          STATION DESCRIPTION
 MD0502
 MD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0502'THE STATION IS LOCATED IN THE TOWN OF HARLAN, ON THE GROUNDS OF THE
 MD0502'HARLAN HIGH SCHOOL.  IT IS 65 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 MD0502'THE SCHOOL BUILDING, 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 37
 MD0502'AND 42 FEET EAST OF A FLOOD LIGHT POLE.  THE MARK IS FLUSH AND THE
 MD0502'DISK IS STAMPED HARLAN 1947.
 MD0502'
 MD0502'REFERENCE MARK NO. 1 IS 85.21 FEET SOUTHWEST OF THE STATION AND 24
 MD0502'FEET NORTHEAST OF THE CENTER OF HIGHWAY 37.  THE MARK IS FLUSH AND THE
 MD0502'DISK IS STAMPED HARLAN NO 1 1947.
 MD0502'
 MD0502'REFERENCE MARK NO. 2 IS 86.23 FEET NORTHWEST OF THE STATION.  IT IS A
 MD0502'STANDARD BRONZE REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 MD0502'TOP OF A CONCRETE ABUTMENT OF THE SCHOOL STEPS.  THE DISK IS STAMPED
 MD0502'HARLAN NO 2 1947.
 MD0502'
 MD0502'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, ON PROPERTY OWNED
 MD0502'BY THE FOGLE BROTHERS.  IT IS 64 FEET NORTH OF THE CENTER OF A GRAVEL
 MD0502'DRIVEWAY, 21 FEET NORTH OF THE NORTHEAST CORNER OF A TOOL SHOP AND 2.5
 MD0502'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 MD0502'DISK IS STAMPED HARLAN 1947.
 MD0502'
 MD0502'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE, TURN
 MD0502'LEFT AND GO NORTH FOR 0.2 MILE TO THE FOGLE BROTHERS FARM AND THE MARK
 MD0502'AS DESCRIBED.
 MD0502'
 MD0502'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0502
 MD0502                          STATION RECOVERY (1960)
 MD0502
 MD0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0502'ABOUT 260 YARDS WSW OF THE MAIN CORNER IN HARLAN (NO. 37 INDIANA
 MD0502'HIGHWAY AND ANTWERP ROAD), 138 FEET W OF INTERSECTION OF CENTER LINES
 MD0502'OF NO. 37 HWY. AND ROBERTS ROAD (THE N EXTENSION IS SPENCERVILLE ROAD)
 MD0502'57.5 FEET NW OF CENTER LINE OF 22-FOOT ASPHALT PAVEMENT OF HWY., 0.8
 MD0502'FOOT LOWER THAN SAME, 65 FEET SE OF S CORNER OF MOST ELY WALL OF BRICK
 MD0502'BLDG.  OF OLD HIGH AND NEW ELEMENTARY SCHOOL (HARLAN HIGH SCHOOL 1908)
 MD0502'IS IN STONE OVER DOORWAY AN ESTIMATED 10 YARDS N OF THE CORNER OF
 MD0502'BLDG.), STANDARD DISKS ARE STAMPED HARLAN 1947 AND SET IN 1A AND 7A
 MD0502'MARKS, THE UPPER ONE FLUSH WITH THE GROUND.
 MD0502'
 MD0502'REFERENCE STAMPED HARLAN NO 1 1947, NOTE 11A, FLUSH, IS 85.21 FEET OR
 MD0502'25.972 METERS SSW IN AZIMUTH 27 DEG 01 MIN FROM STATION, AND 24 FEET
 MD0502'NW OF CENTER LINE OF THE HIGHWAY.
 MD0502'
 MD0502'REFERENCE STAMPED HARLAN NO 2 1947, A STANDARD DISK SET IN DRILL HOLE
 MD0502'IN TOP OF THE N CONCRETE ABUTMENT OF THE SCHOOL STEPS, IS 86.23 FEET
 MD0502'OR 26.283 METERS NNW IN AZIMUTH 154 DEG 59 MIN FROM STATION, AND ABOUT
 MD0502'2 FEET ABOVE GROUND.
 MD0502'
 MD0502'AZIMUTH STAMPED HARLAN 1947, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT 0.2
 MD0502'MILE N FROM THE STATION, 319 FEET DUE W OF CENTER LINE OF PAVED
 MD0502'SPENCERVILLE ROAD, ON ESTIMATED 75 YARDS NW OF THE FOGLE FARMHOUSE, 21
 MD0502'FEET N OF NE CORNER OF THE CONCRETE FOUNDATION OF A TOOL SHOP, 4 FEET
 MD0502'E OF PROJECTED PLANE OF E SIDE OF SAME, AND 1.5 FEET SE OF A STEEL
 MD0502'WITNESS POST.
 MD0502
 MD0502                          STATION RECOVERY (1963)
 MD0502
 MD0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0502'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 MD0502'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MD0502'REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MD0502'WITH THE FOLLOWING ADDITION.  A TRAVERSE CONNECTION WAS MADE TO AN 8
 MD0502'FOOT DIAMETER CAMERA TARGET (162.172 FEET) NAMED SMALL 1963.
 MD0502
 MD0502                          STATION RECOVERY (1963)
 MD0502
 MD0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0502'AT HARLAN.
 MD0502'LOCATED AT THE HIGH SCHOOL IN HARLAN.  IT IS 65.0 FEET SOUTHEAST
 MD0502'OF SOUTHEAST CORNER OF THE SCHOOL BUILDING, 60.0 FEET NORTHWEST
 MD0502'OF THE CENTERLINE OF INDIANA STATE HIGHWAY 31, AND 42.0 FEET
 MD0502'EAST OF A FLOOD LIGHT POLE.  A STANDARD TRIANGULATION DISK,
 MD0502'STAMPED HARLAN 1947, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0502'MONUMENT THAT IS FLUSH WITH THE GROUND.
 MD0502
 MD0502                          STATION RECOVERY (1984)
 MD0502
 MD0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0502'RECOVERED IN GOOD CONDITION.
 MD0502
 MD0502                          STATION RECOVERY (1984)
 MD0502
 MD0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0502'RECOVERED IN GOOD CONDITION.
 MD0502
 MD0502                          STATION RECOVERY (1984)
 MD0502
 MD0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MD0502'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MD0502'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL NO LONGER SEE THE
 MD0502'STATION.  REFERENCE MARK 1 WAS FOUND 6 INCHES BELOW GROUND, AS WAS THE
 MD0502'STATION FOUND 4 INCHES BELOW GROUND.  THE DIRECTION BETWEEN REFERENCE
 MD0502'MARK 1 AND 2 FOUND TO DIFFER BY 02 MINUTES 09.42 SECONDS. THE DISTANCE
 MD0502'TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.008 METERS (0.026 FT)
 MD0502'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE OLD DATA.  NO NEW AZIMUTH
 MD0502'MARK WAS ESTABLISHED AT THIS TIME.  STATION SMALL 1963, A CAMERA
 MD0502'TARGET WAS SEARCHED FOR BUT NOT FOUND.  THE WHOLE AREA HAS BEEN
 MD0502'RE-LANDSCAPED AND THE STATION MAY ALLSO BE UNDERGROUND, BUT NO DIGGING
 MD0502'WAS DONE TO FINE IT AT THIS TIME.  THE DISTANCE TO THE STATION IS
 MD0502'STILL ADEQUATE.
 MD0502'
 MD0502'THE STATION IS LOCATED AT THE SITE OF THE 1908 HARLAN HIGH SCHOOL
 MD0502'GROUNDS ON PROPERTY NOW BELONGING TO JAMES AND KEITH KLOPFENSTEIN OF
 MD0502'HARLAN, INDIANA.  THE STATION IS A STANDARD NGS DISK STAMPED,
 MD0502'---HARLAN 1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 MD0502'INCHES (30 CM) IN DIAMETER, RECESSED, 4 INCHES (12 CM) BELOW THE
 MD0502'GROUND.  THE STATION IS LOCATED 19.812 METERS (65.000 FT) SOUTHEAST
 MD0502'FROM THE SOUTH CORNER OF THE MOST EASTERLY WALL OF THE 1908 HIGH
 MD0502'SCHOOL, 14.204 METERS (46.601 FT) WEST FROM A 42 INCH WALNUT TREE,
 MD0502'13.838 METERS (45.400 FT) NORTH FROM A UTILITY POLE, AND 17.252 METERS
 MD0502'(56.601 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 37
 MD0502'AND EAST FROM A 4 INCH TWIN TRUNKED CEDAR TREE IN THE CENTER OF A 10
 MD0502'FOOT (3.0 M) ROCK GARDEN.
 MD0502'
 MD0502'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,
 MD0502'---HARLAN NO 1 1947---, SET INTO THE TOP OF A SQUARE CONCRETE
 MD0502'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 6 INCHES (18 CM)
 MD0502'BELOW THE GROUND.  THE STATION IS LOCATED 5.913 METERS (19.400 FT)
 MD0502'NORTHWEST FROM THE CENTERLINE OF HIGHWAY 37, 14.691 METERS (48.199 FT)
 MD0502'WEST-SOUTHWEST FROM THE UTILITY POLE, 18.288 METERS (60.000 FT) EAST
 MD0502'FROM THE CENTERLINE OF A GRAVELED DRIVEWAY AND 6.706 METERS (22.001
 MD0502'FT) EAST FROM A 48 INCH ASH TREE, AND 0.2 METERS (0.7 FT) LOWER THAN
 MD0502'THE STATION.
 MD0502'
 MD0502'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED,
 MD0502'---HARLAN NO 2 1947---, CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE
 MD0502'ABUTMENT OF THE FRONT STEPS INTO HIGH SCHOOL.  AZIMUTH MARK NO 1 IS A
 MD0502'STANDARD NGS DISK STAMPED,---HARLAN 1947---, SET INTO THE TOP OF A
 MD0502'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING, 3
 MD0502'INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 97.536 METERS
 MD0502'(319.999 FT) WEST FROM THE CENTERLINE OF SPENCERVILLE ROAD, 6.401
 MD0502'METERS (21.001 FT) NORTH FROM THE NORTHEAST CORNER OF A TOOL SHED AND
 MD0502'0.305 METERS (1.001 FT) SOUTHEAST FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0501 ***********************************************************************
 MD0501  DESIGNATION -  HARLAN RM 1
 MD0501  PID         -  MD0501
 MD0501  STATE/COUNTY-  IN/ALLEN
 MD0501  COUNTRY     -  US
 MD0501  USGS QUAD   -  GRABILL (2019)
 MD0501
 MD0501                         *CURRENT SURVEY CONTROL
 MD0501  ______________________________________________________________________
 MD0501* NAD 83(1986) POSITION- 41 11 41.52   (N) 084 55 21.56   (W)   HD_HELD1
 MD0501* NAVD 88 ORTHO HEIGHT -   240.066 (meters)      787.62  (feet) ADJUSTED
 MD0501  ______________________________________________________________________
 MD0501  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0501  DYNAMIC HEIGHT  -        239.970 (meters)      787.30  (feet) COMP
 MD0501  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0501
 MD0501  VERT ORDER      -  SECOND    CLASS 0
 MD0501
 MD0501.The horizontal coordinates were determined by differentially corrected
 MD0501.hand held GPS observations or other comparable positioning techniques
 MD0501.and have an estimated accuracy of +/- 3 meters.
 MD0501
 MD0501.The orthometric height was determined by differential leveling and
 MD0501.adjusted by the NATIONAL GEODETIC SURVEY
 MD0501.in June 1991.
 MD0501
 MD0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0501.GEOID18 height accuracy estimate available here.
 MD0501
 MD0501.Click photographs - Photos may exist for this station.
 MD0501
 MD0501.The dynamic height is computed by dividing the NAVD 88
 MD0501.geopotential number by the normal gravity value computed on the
 MD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0501.degrees latitude (g = 980.6199 gals.).
 MD0501
 MD0501.The modeled gravity was interpolated from observed gravity values.
 MD0501
 MD0501;                    North         East    Units  Estimated Accuracy
 MD0501;SPC IN E     -   660,465.4     162,410.9     MT  (+/- 3 meters HH1 GPS) 
 MD0501
 MD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7419762469(NAD 83)
 MD0501
 MD0501                          SUPERSEDED SURVEY CONTROL
 MD0501
 MD0501  NGVD 29 (??/??/92)  240.220  (m)          788.12   (f) ADJ UNCH    2 0
 MD0501
 MD0501.Superseded values are not recommended for survey control.
 MD0501
 MD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0501.See file dsdata.pdf to determine how the superseded data were derived.
 MD0501
 MD0501_MARKER: DR = REFERENCE MARK DISK
 MD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0501_STAMPING: HARLAN NO 1 1947
 MD0501_MARK LOGO: CGS
 MD0501_PROJECTION: FLUSH
 MD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0501+STABILITY: SURFACE MOTION
 MD0501
 MD0501  HISTORY     - Date     Condition        Report By
 MD0501  HISTORY     - 1947     MONUMENTED       CGS
 MD0501  HISTORY     - 1963     GOOD             CGS
 MD0501  HISTORY     - 1984     GOOD             NGS
 MD0501  HISTORY     - 1984     GOOD             NGS
 MD0501
 MD0501                          STATION DESCRIPTION
 MD0501
 MD0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0501'AT HARLAN.
 MD0501'LOCATED AT THE HIGH SCHOOL IN HARLAN.  IT IS IN THE SOUTHERN
 MD0501'PORTION OF THE SCHOOL YARD, BY THE SOUTH CORNER OF AN OLD BASEBALL
 MD0501'BACK STOP AND NEAR A DRIVE ENTERING THE SCHOOL YARD FROM THE
 MD0501'SOUTH, 85.21 FEET SOUTHWEST OF STATION HARLAN 1947, AND 24.0
 MD0501'FEET NORTHWEST OF THE CENTERLINE OF INDIANA STATE HIGHWAY 37.  A
 MD0501'STANDARD REFERENCE MARK DISK STAMPED HARLAN NO 1 1947, SET IN TOP
 MD0501'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MD0501'GROUND.
 MD0501
 MD0501                          STATION RECOVERY (1984)
 MD0501
 MD0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0501'RECOVERED IN GOOD CONDITION.
 MD0501
 MD0501                          STATION RECOVERY (1984)
 MD0501
 MD0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0503 ***********************************************************************
 MD0503  DESIGNATION -  HARLAN RM 2
 MD0503  PID         -  MD0503
 MD0503  STATE/COUNTY-  IN/ALLEN
 MD0503  COUNTRY     -  US
 MD0503  USGS QUAD   -  GRABILL (2019)
 MD0503
 MD0503                         *CURRENT SURVEY CONTROL
 MD0503  ______________________________________________________________________
 MD0503* NAD 83(1986) POSITION- 41 11 43.05   (N) 084 55 21.53   (W)   HD_HELD1
 MD0503* NAVD 88 ORTHO HEIGHT -   241.243 (meters)      791.48  (feet) ADJUSTED
 MD0503  ______________________________________________________________________
 MD0503  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0503  DYNAMIC HEIGHT  -        241.147 (meters)      791.16  (feet) COMP
 MD0503  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0503
 MD0503  VERT ORDER      -  SECOND    CLASS 0
 MD0503
 MD0503.The horizontal coordinates were determined by differentially corrected
 MD0503.hand held GPS observations or other comparable positioning techniques
 MD0503.and have an estimated accuracy of +/- 3 meters.
 MD0503
 MD0503.The orthometric height was determined by differential leveling and
 MD0503.adjusted by the NATIONAL GEODETIC SURVEY
 MD0503.in June 1991.
 MD0503
 MD0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0503.GEOID18 height accuracy estimate available here.
 MD0503
 MD0503.Click photographs - Photos may exist for this station.
 MD0503
 MD0503.The dynamic height is computed by dividing the NAVD 88
 MD0503.geopotential number by the normal gravity value computed on the
 MD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0503.degrees latitude (g = 980.6199 gals.).
 MD0503
 MD0503.The modeled gravity was interpolated from observed gravity values.
 MD0503
 MD0503;                    North         East    Units  Estimated Accuracy
 MD0503;SPC IN E     -   660,512.6     162,411.2     MT  (+/- 3 meters HH1 GPS) 
 MD0503
 MD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7419662517(NAD 83)
 MD0503
 MD0503                          SUPERSEDED SURVEY CONTROL
 MD0503
 MD0503  NGVD 29 (??/??/92)  241.397  (m)          791.98   (f) ADJ UNCH    2 0
 MD0503
 MD0503.Superseded values are not recommended for survey control.
 MD0503
 MD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0503.See file dsdata.pdf to determine how the superseded data were derived.
 MD0503
 MD0503_MARKER: DR = REFERENCE MARK DISK
 MD0503_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0503_SP_SET: WALL
 MD0503_STAMPING: HARLAN NO 2 1947
 MD0503_MARK LOGO: CGS
 MD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0503+STABILITY: SURFACE MOTION
 MD0503
 MD0503  HISTORY     - Date     Condition        Report By
 MD0503  HISTORY     - 1947     MONUMENTED       CGS
 MD0503  HISTORY     - 1963     GOOD             CGS
 MD0503  HISTORY     - 1984     GOOD             NGS
 MD0503  HISTORY     - 1984     GOOD             NGS
 MD0503
 MD0503                          STATION DESCRIPTION
 MD0503
 MD0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0503'AT HARLAN.
 MD0503'LOCATED AT THE HIGH SCHOOL IN HARLAN.  IT IS 86.23 FEET NORTHWEST
 MD0503'OF STATION HARLAN.  A STANDARD DISK STAMPED HARLAN NO 2 1947,
 MD0503'SET IN A DRILL HOLE IN TOP OF A CONCRETE ABUTMENT OF THE SCHOOL
 MD0503'STEPS.
 MD0503
 MD0503                          STATION RECOVERY (1984)
 MD0503
 MD0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0503'RECOVERED IN GOOD CONDITION.
 MD0503
 MD0503                          STATION RECOVERY (1984)
 MD0503
 MD0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2636 ***********************************************************************
 LB2636  DESIGNATION -  HARLEY
 LB2636  PID         -  LB2636
 LB2636  STATE/COUNTY-  IN/CARROLL
 LB2636  COUNTRY     -  US
 LB2636  USGS QUAD   -  DELPHI (2019)
 LB2636
 LB2636                         *CURRENT SURVEY CONTROL
 LB2636  ______________________________________________________________________
 LB2636* NAD 83(1997) POSITION- 40 32 24.02216(N) 086 38 20.43627(W)   ADJUSTED
 LB2636* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2636  ______________________________________________________________________
 LB2636  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 LB2636  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 LB2636  HORZ ORDER      -  FIRST
 LB2636
 LB2636.The horizontal coordinates were established by classical geodetic methods
 LB2636.and adjusted by the National Geodetic Survey in May 1999.
 LB2636
 LB2636.The orthometric height was scaled from a topographic map.
 LB2636
 LB2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2636.GEOID18 height accuracy estimate available here.
 LB2636
 LB2636.Click photographs - Photos may exist for this station.
 LB2636
 LB2636.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2636
 LB2636. The following values were computed from the NAD 83(1997) position.
 LB2636
 LB2636;                    North         East     Units Scale Factor Converg.
 LB2636;SPC IN W     -   587,572.694   937,640.710   MT  0.99998410   +0 17 19.7
 LB2636;SPC IN W     - 1,927,728.08  3,076,242.90   sFT  0.99998410   +0 17 19.7
 LB2636;UTM  16      - 4,487,758.019   530,569.922   MT  0.99961150   +0 14 04.7
 LB2636
 LB2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2636!SPC IN W     -   0.99997210  x   0.99998410  =   0.99995620
 LB2636!UTM  16      -   0.99997210  x   0.99961150  =   0.99958362
 LB2636
 LB2636:                Primary Azimuth Mark                     Grid Az
 LB2636:SPC IN W     -  HARLEY AZ MK                             333 17 01.4
 LB2636:UTM  16      -  HARLEY AZ MK                             333 20 16.4
 LB2636
 LB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3056987758(NAD 83)
 LB2636
 LB2636|---------------------------------------------------------------------|
 LB2636| PID    Reference Object                     Distance      Geod. Az  |
 LB2636|                                                           dddmmss.s |
 LB2636| LB2632 CAMDEN MUNICIPAL TANK               APPROX.11.5 KM 0475303.7 |
 LB2636| CC9304 HARLEY RM 2                          29.724 METERS 22644     |
 LB2636| CC9302 HARLEY AZ MK                                       3333421.1 |
 LB2636| CC9303 HARLEY RM 1                          27.722 METERS 34056     |
 LB2636|---------------------------------------------------------------------|
 LB2636
 LB2636                          SUPERSEDED SURVEY CONTROL
 LB2636
 LB2636  NAD 83(1986)-  40 32 24.02798(N)    086 38 20.44761(W) AD(       ) 1
 LB2636  NAD 27      -  40 32 23.89620(N)    086 38 20.43040(W) AD(       ) 1
 LB2636
 LB2636.Superseded values are not recommended for survey control.
 LB2636
 LB2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2636.See file dsdata.pdf to determine how the superseded data were derived.
 LB2636
 LB2636_MARKER: DS = TRIANGULATION STATION DISK
 LB2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2636_STAMPING: HARLEY 1948
 LB2636_MARK LOGO: CGS
 LB2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2636+STABILITY: SURFACE MOTION
 LB2636
 LB2636  HISTORY     - Date     Condition        Report By
 LB2636  HISTORY     - 1948     MONUMENTED       CGS
 LB2636  HISTORY     - 1954     GOOD             CGS
 LB2636  HISTORY     - 20090327 GOOD             INDOT
 LB2636
 LB2636                          STATION DESCRIPTION
 LB2636
 LB2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2636'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF DELPHI.  IT IS
 LB2636'210 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY NO. 39 AND
 LB2636'GRAVEL ROAD SOUTHEAST, 57 FEET WEST OF THE CENTER OF GRAVEL ROAD, 49
 LB2636'FEET EAST OF THE CENTER OF HIGHWAY AND 9 FEET SOUTH OF A WHITE
 LB2636'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 LB2636'STAMPED HARLEY 1948.
 LB2636'
 LB2636'REFERENCE MARK NO. 1 IS 90.95 FEET NORTHWEST OF THE STATION.  IT IS
 LB2636'27 FEET EAST OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS 4 INCHES
 LB2636'AND THE DISK IS STAMPED HARLEY NO 1 1948.
 LB2636'
 LB2636'REFERENCE MARK NO. 2 IS 97.52 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2636'26 FEET WEST OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS 4 INCHES
 LB2636'AND THE DISK IS STAMPED HARLEY NO 2 1948.
 LB2636'
 LB2636'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 29 FEET
 LB2636'EAST OF THE CENTER OF STATE HIGHWAY NO. 39, 2 FEET SOUTH OF A WHITE
 LB2636'WITNESS POST, 1 FOOT WEST OF A FENCELINE AND 1 FOOT SOUTH OF A
 LB2636'TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 LB2636'STAMPED HARLEY 1948.
 LB2636'
 LB2636'TO REACH THE STATION FROM THE CARROLL COUNTY COURT HOUSE IN DELPHI
 LB2636'GO SOUTHEAST ON STATE HIGHWAY NO. 39 FOR 2.65 MILES TO THE AZIMUTH
 LB2636'MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE STATION ON THE LEFT
 LB2636'AS DESCRIBED.
 LB2636'
 LB2636'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2636
 LB2636                          STATION RECOVERY (1954)
 LB2636
 LB2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2636'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LB2636'CONDITION.  THE DISTANCE TO ALL MARKS WERE CHECKED AND FOUND
 LB2636'CORRECT.  THE DIRECTIONS TO R. M. NO. 2 AND THE AZIMUTH MARK
 LB2636'CHECKED.  THE DIRECTION TO R. M. NO. 1 FAILED TO CHECK.  THE OLD
 LB2636'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.  STATION IS
 LB2636'ON HIGHWAY PROPERTY, 7 FEET NORTHWEST OF A WHITE WITNESS POST.
 LB2636'
 LB2636'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2636
 LB2636                          STATION RECOVERY (2009)
 LB2636
 LB2636'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8495 ***********************************************************************
 AE8495  CBN         -  This is a Cooperative Base Network Control Station.
 AE8495  DESIGNATION -  HARM
 AE8495  PID         -  AE8495
 AE8495  STATE/COUNTY-  IN/POSEY
 AE8495  COUNTRY     -  US
 AE8495  USGS QUAD   -  SOLITUDE (2019)
 AE8495
 AE8495                         *CURRENT SURVEY CONTROL
 AE8495  ______________________________________________________________________
 AE8495* NAD 83(2011) POSITION- 38 03 43.95848(N) 087 57 58.89618(W)   ADJUSTED
 AE8495* NAD 83(2011) ELLIP HT-    84.675 (meters)        (06/27/12)   ADJUSTED
 AE8495* NAD 83(2011) EPOCH   -  2010.00
 AE8495* NAVD 88 ORTHO HEIGHT -   115.4   (meters)      379.    (feet) GPS OBS
 AE8495  ______________________________________________________________________
 AE8495  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AE8495  GEOID HEIGHT    -        -30.617 (meters)                     GEOID99
 AE8495  GEOID HEIGHT    -        -30.687 (meters)                     GEOID18
 AE8495  NAD 83(2011) X  -    178,433.499 (meters)                     COMP
 AE8495  NAD 83(2011) Y  - -5,025,074.802 (meters)                     COMP
 AE8495  NAD 83(2011) Z  -  3,910,935.238 (meters)                     COMP
 AE8495  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 AE8495
 AE8495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8495  Standards:
 AE8495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8495  -------------------------------------------------------------------
 AE8495  NETWORK    0.61   1.18           0.28   0.21   0.60     -0.13782499
 AE8495  -------------------------------------------------------------------
 AE8495  Click here for local accuracies and other accuracy information.
 AE8495
 AE8495.The horizontal coordinates were established by GPS observations
 AE8495.and adjusted by the National Geodetic Survey in June 2012.
 AE8495
 AE8495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8495.been affixed to the stable North American tectonic plate. See 
 AE8495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8495
 AE8495.The horizontal coordinates are valid at the epoch date displayed above
 AE8495.which is a decimal equivalence of Year/Month/Day.
 AE8495
 AE8495.The orthometric height was determined by GPS observations and a
 AE8495.high-resolution geoid model.
 AE8495
 AE8495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8495.GEOID18 height accuracy estimate available here.
 AE8495
 AE8495.Click photographs - Photos may exist for this station.
 AE8495
 AE8495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8495
 AE8495.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8495
 AE8495.The ellipsoidal height was determined by GPS observations
 AE8495.and is referenced to NAD 83.
 AE8495
 AE8495. The following values were computed from the NAD 83(2011) position.
 AE8495
 AE8495;                    North         East     Units Scale Factor Converg.
 AE8495;SPC IN W     -   312,767.161   822,508.995   MT  1.00004059   -0 32 39.9
 AE8495;SPC IN W     - 1,026,136.93  2,698,514.93   sFT  1.00004059   -0 32 39.9
 AE8495;UTM  16      - 4,213,158.232   415,226.919   MT  0.99968851   -0 35 44.9
 AE8495
 AE8495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8495!SPC IN W     -   0.99998671  x   1.00004059  =   1.00002730
 AE8495!UTM  16      -   0.99998671  x   0.99968851  =   0.99967523
 AE8495
 AE8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1522613158(NAD 83)
 AE8495
 AE8495                          SUPERSEDED SURVEY CONTROL
 AE8495
 AE8495  NAD 83(2007)-  38 03 43.95855(N)    087 57 58.89703(W) AD(2002.00) 0
 AE8495  ELLIP H (02/10/07)   84.716  (m)                       GP(2002.00)    
 AE8495  NAD 83(1997)-  38 03 43.95839(N)    087 57 58.89752(W) AD(       ) B
 AE8495  ELLIP H (04/10/98)   84.741  (m)                       GP(       ) 4 1
 AE8495  NAVD 88 (04/10/98)  115.3    (m)  GEOID96  model used  GPS OBS        
 AE8495
 AE8495.Superseded values are not recommended for survey control.
 AE8495
 AE8495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8495.See file dsdata.pdf to determine how the superseded data were derived.
 AE8495
 AE8495_MARKER: I = METAL ROD
 AE8495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8495_MARK LOGO: NGS
 AE8495_PROJECTION: FLUSH
 AE8495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8495+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2013
 AE8495_ROD/PIPE-DEPTH: 11.6 meters
 AE8495_SLEEVE-DEPTH  : 1.00 meters
 AE8495
 AE8495  HISTORY     - Date     Condition        Report By
 AE8495  HISTORY     - 1997     MONUMENTED       INU
 AE8495  HISTORY     - 20030327 GOOD             ILDT
 AE8495  HISTORY     - 20060727 GOOD             ILDT
 AE8495  HISTORY     - 20130213 GOOD             USGS
 AE8495
 AE8495                          STATION DESCRIPTION
 AE8495
 AE8495'DESCRIBED BY INDIANA UNIVERSITY 1997 (MH)
 AE8495'8.0 KILOMETERS (4.95 MI) SOUTHWEST OF NEW HARMONY.  THE STATION IS A
 AE8495'STAINLESS STEEL FLANGE ENCLOSED ROD WITHOUT SLEEVE WITH PUNCH MARK ON
 AE8495'TOP CENTER ABOUT 0.1 METERS (0.3 FT) BELOW THE GROUND SURFACE WITH A
 AE8495'DEPTH OF 11.6 METERS (38.1 FT) WITH 1.0 METERS (3.3 FT) LONG SLEEVE
 AE8495'ENCASED IN A 5-INCH PVC PIPE WITH PVC CAP (CAP COMES OFF) SURROUNDED
 AE8495'BY CONCRETE.  AT JUNCTION OF STATE ROAD 66 AND STATE ROAD 69 IN NEW
 AE8495'HARMONY, GO SOUTH 4.74 KILOMETERS (2.95 MI) ON HIGHWAY STATE ROAD 69
 AE8495'TO STATE ROAD 269.  TURN RIGHT, WEST FOR 1.6 KILOMETERS (1.00 MI)
 AE8495'ALONG ENTRANCE ROAD TO A SIDE ROAD RIGHT (FOLLOW WABASH RIVER SIGN).
 AE8495'TURN RIGHT, WEST FOR 2.09 KILOMETERS (1.30 MI) ALONG ROAD TO SIGN POST
 AE8495'(WABASH RIVER BOAT RAMP) AND AT A ROAD RIGHT.  TURN RIGHT, NORTH FOR
 AE8495'0.2 KILOMETERS (0.10 MI) TO A BRICK SIGN POST MARKED WABASH RIVER BOAT
 AE8495'RAMP.  STATION IS RIGHT (EAST OF THIS POST) 23.5 METERS (77.1 FT) OR
 AE8495'NORTHEAST CORNER OF BRICK SIGN POST, 29.7 METERS (97.4 FT) EAST OR
 AE8495'NORTHEAST FROM CENTER OF ROAD NORTH AND SOUTH, 27.7 METERS (90.9 FT)
 AE8495'SOUTHEAST OF A 5/8 INCH 4 FOOT (1.2 M) HIGH UNDERGROUND GAS PIPELINE
 AE8495'VENT PIPE. OWNERSHIP - STATE OF INDIANA.  CONTACT - INDIANA DEPARTMENT
 AE8495'OF NATURAL RESOURCES FOR ACCESS AFTER HOURS.  30.59 KILOMETERS (19.00
 AE8495'MI) NORTHWEST OF MOUNT VERNON, 60.38 KILOMETERS (37.50 MI) SOUTHWEST
 AE8495'OF PRINCETON, 45.08 KILOMETERS (28.00 MI) SOUTHEAST OF EVANSVILLE.
 AE8495
 AE8495                          STATION RECOVERY (2003)
 AE8495
 AE8495'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 AE8495'RECOVERED AS DESCRIBED
 AE8495
 AE8495                          STATION RECOVERY (2006)
 AE8495
 AE8495'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 AE8495'NO WITNESS POST. DESCRIPTION TIES ADEQUATE.
 AE8495
 AE8495                          STATION RECOVERY (2013)
 AE8495
 AE8495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2013 (TSL)
 AE8495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1764 ***********************************************************************
 KA1764  DESIGNATION -  HARMONY
 KA1764  PID         -  KA1764
 KA1764  STATE/COUNTY-  IN/CLAY
 KA1764  COUNTRY     -  US
 KA1764  USGS QUAD   -  BRAZIL EAST (2019)
 KA1764
 KA1764                         *CURRENT SURVEY CONTROL
 KA1764  ______________________________________________________________________
 KA1764* NAD 83(1997) POSITION- 39 32 50.68893(N) 087 04 13.73485(W)   ADJUSTED
 KA1764* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 KA1764  ______________________________________________________________________
 KA1764  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 KA1764  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 KA1764  HORZ ORDER      -  SECOND
 KA1764
 KA1764.The horizontal coordinates were established by classical geodetic methods
 KA1764.and adjusted by the National Geodetic Survey in May 1999.
 KA1764
 KA1764.The orthometric height was scaled from a topographic map.
 KA1764
 KA1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1764.GEOID18 height accuracy estimate available here.
 KA1764
 KA1764.Click photographs - Photos may exist for this station.
 KA1764
 KA1764.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1764
 KA1764. The following values were computed from the NAD 83(1997) position.
 KA1764
 KA1764;                    North         East     Units Scale Factor Converg.
 KA1764;SPC IN W     -   477,268.591   901,104.607   MT  0.99996668   +0 00 29.5
 KA1764;SPC IN W     - 1,565,838.70  2,956,374.03   sFT  0.99996668   +0 00 29.5
 KA1764;UTM  16      - 4,377,528.891   493,944.155   MT  0.99960045   -0 02 41.6
 KA1764
 KA1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1764!SPC IN W     -   0.99997037  x   0.99996668  =   0.99993705
 KA1764!UTM  16      -   0.99997037  x   0.99960045  =   0.99957083
 KA1764
 KA1764:                Primary Azimuth Mark                     Grid Az
 KA1764:SPC IN W     -  STATE FARM                               082 57 58.0
 KA1764:UTM  16      -  STATE FARM                               083 01 09.1
 KA1764
 KA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9394477528(NAD 83)
 KA1764
 KA1764|---------------------------------------------------------------------|
 KA1764| PID    Reference Object                     Distance      Geod. Az  |
 KA1764|                                                           dddmmss.s |
 KA1764| CM3623 HARMONY AZ MK                                      0002901.6 |
 KA1764| CM3624 HARMONY RM 1                         25.222 METERS 03935     |
 KA1764| KA2017 STATE FARM                          APPROX.15.1 KM 0825827.5 |
 KA1764| CM3625 HARMONY RM 2                         34.168 METERS 13034     |
 KA1764| KA1766 BRAZIL ANNUNCIATION CATH CH         APPROX. 4.9 KM 2401747.6 |
 KA1764|---------------------------------------------------------------------|
 KA1764
 KA1764                          SUPERSEDED SURVEY CONTROL
 KA1764
 KA1764  NAD 83(1986)-  39 32 50.69302(N)    087 04 13.72707(W) AD(       ) 2
 KA1764  NAD 27      -  39 32 50.55140(N)    087 04 13.66420(W) AD(       ) 2
 KA1764
 KA1764.Superseded values are not recommended for survey control.
 KA1764
 KA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1764.See file dsdata.pdf to determine how the superseded data were derived.
 KA1764
 KA1764_MARKER: DS = TRIANGULATION STATION DISK
 KA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1764_STAMPING: HARMONY 1947
 KA1764_MARK LOGO: CGS
 KA1764_PROJECTION: FLUSH
 KA1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1764+STABILITY: SURFACE MOTION
 KA1764
 KA1764  HISTORY     - Date     Condition        Report By
 KA1764  HISTORY     - 1947     MONUMENTED       CGS
 KA1764  HISTORY     - 1982     GOOD             LOCENG
 KA1764
 KA1764                          STATION DESCRIPTION
 KA1764
 KA1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1764'THE STA. IS LOCATED ABOUT 2.5 MI.  EAST-NORTHEAST OF BRAZIL, 1/2 MILE
 KA1764'NORTH OF HARMONY, AND ON LAND OWNED BY MR.FRANK BUTLER. THE MARK
 KA1764'IS 91.3 FEET NORTH OF THE NORTHWEST CORNER OF MR. BUTLERS HOUSE,
 KA1764'49.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN,
 KA1764'48.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN, AND 71 FEET
 KA1764'WEST OF THE APPROXIMATE CENTERLINE OF THE MACADAM ROAD.
 KA1764'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HARMONY
 KA1764'1947.
 KA1764'
 KA1764'REFERENCE MARK NO. 1 IS 82.75 FEET NORTHEAST OF THE STATION, 18.3
 KA1764'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 3 FEET
 KA1764'SOUTHWEST OF TELEPHONE POLE NO. 375-425. THE MARK PROJECTS 6 INCHES,
 KA1764'AND THE DISK IS STAMPED HARMONY NO 1 1947.
 KA1764'
 KA1764'REFERENCE MARK NO 2 IS 112.10 FEET SOUTHEAST OF THE STATION, 17.5
 KA1764'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1 FOOT
 KA1764'WEST OF A WIRE FENCE. THE MARK PROJECTS 10 INCHES, AND THE DISK IS
 KA1764'STAMPED HARMONY NO 2 1947.
 KA1764'
 KA1764'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION VIA THE MACADAM
 KA1764'ROAD, 78 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE MACADAM
 KA1764'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A FARM ROAD, AND
 KA1764'2.3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES,
 KA1764'AND THE DISK IS STAMPED HARMONY 1947.
 KA1764'
 KA1764'TO REACH THE STATION FROM THE POST OFFICE IN BRAZIL, GO EAST ON U.S.
 KA1764'HIGHWAY 40 FOR 3.1 MILES TO THE SMALL SETTLEMENT OF HARMONY AND A
 KA1764'SIDE ROAD ON THE LEFT. TURN LEFT, NORTH, AND GO ON THE MACADAM ROAD
 KA1764'FOR 0.75 MILE TO THE FARM HOME O OF MR. BUTLER AND THE STATION.
 KA1764'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1764
 KA1764                          STATION RECOVERY (1982)
 KA1764
 KA1764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1764'HARMONY 1947 RECOVERED IN GOOD COND - 0.2 FEET N TO WOOD FENCE -
 KA1764'34.5 FEET E TO PWP 380 960 71.0 FEET E TO APPROX. E BLACK TOP
 KA1764'ROAD - E.S. FEET STO LINE OP BLUE SPOUSE TREES.
 KA1764'
 KA1764'R.M. NO. 1 (PROJECTS 5 INCHES) 2.8 FEET TO PWP 375 425 - 18.0 FEET E
 KA1764'TO APPROX 1 BL. TOP ROAD APPEARS TO HAVE BEEN DISTURBED - TILTED.
 KA1764'
 KA1764'AZIMUTH APPARENTLY DESTROYED - FOUND CONC. IN CORN FIELD.
 KA1764'
 KA1764'DISTANCE AND DIRECTION FROM NEAREST TOWN--BRAZIL 3 MILES EAST
 KA1764'NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2055 ***********************************************************************
 JA2055  DESIGNATION -  HARMONY
 JA2055  PID         -  JA2055
 JA2055  STATE/COUNTY-  IN/POSEY
 JA2055  COUNTRY     -  US
 JA2055  USGS QUAD   -  SOLITUDE (2019)
 JA2055
 JA2055                         *CURRENT SURVEY CONTROL
 JA2055  ______________________________________________________________________
 JA2055* NAD 83(1997) POSITION- 38 07 28.25486(N) 087 56 00.99901(W)   ADJUSTED
 JA2055* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 JA2055  ______________________________________________________________________
 JA2055  GEOID HEIGHT    -        -30.821 (meters)                     GEOID18
 JA2055  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 JA2055  HORZ ORDER      -  SECOND
 JA2055
 JA2055.The horizontal coordinates were established by classical geodetic methods
 JA2055.and adjusted by the National Geodetic Survey in May 1999.
 JA2055
 JA2055.The orthometric height was scaled from a topographic map.
 JA2055
 JA2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2055.GEOID18 height accuracy estimate available here.
 JA2055
 JA2055.Click photographs - Photos may exist for this station.
 JA2055
 JA2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2055
 JA2055. The following values were computed from the NAD 83(1997) position.
 JA2055
 JA2055;                    North         East     Units Scale Factor Converg.
 JA2055;SPC IN W     -   319,656.006   825,446.312   MT  1.00003510   -0 31 29.9
 JA2055;SPC IN W     - 1,048,738.08  2,708,151.78   sFT  1.00003510   -0 31 29.9
 JA2055;UTM  16      - 4,220,042.013   418,169.381   MT  0.99968247   -0 34 35.1
 JA2055
 JA2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2055!SPC IN W     -   0.99998650  x   1.00003510  =   1.00002160
 JA2055!UTM  16      -   0.99998650  x   0.99968247  =   0.99966897
 JA2055
 JA2055:                Primary Azimuth Mark                     Grid Az
 JA2055:SPC IN W     -  PHILLIPS                                 284 32 32.2
 JA2055:UTM  16      -  PHILLIPS                                 284 35 37.4
 JA2055
 JA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1816920042(NAD 83)
 JA2055
 JA2055|---------------------------------------------------------------------|
 JA2055| PID    Reference Object                     Distance      Geod. Az  |
 JA2055|                                                           dddmmss.s |
 JA2055| JA2057 NEW HARMONY MUNICIPAL TANK          APPROX. 0.5 KM 0300927.0 |
 JA2055| CG7973 HARMONY RM 1                         24.613 METERS 07916     |
 JA2055| JB1675 PHILLIPS                            APPROX. 7.8 KM 2840102.3 |
 JA2055| CG7975 HARMONY RM 3                         81.909 METERS 28416     |
 JA2055| JB1676 CROSSVILLE ATT MICROWAVE            APPROX. 9.6 KM 2993024.3 |
 JA2055| CG7974 HARMONY RM 2                         26.341 METERS 33438     |
 JA2055|---------------------------------------------------------------------|
 JA2055
 JA2055                          SUPERSEDED SURVEY CONTROL
 JA2055
 JA2055  NAD 83(1993)-  38 07 28.26213(N)    087 56 00.99751(W) AD(       ) 2
 JA2055  NAD 83(1986)-  38 07 28.26493(N)    087 56 00.99950(W) AD(       ) 2
 JA2055  NAD 27      -  38 07 28.09817(N)    087 56 00.88672(W) AD(       ) 2
 JA2055
 JA2055.Superseded values are not recommended for survey control.
 JA2055
 JA2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2055.See file dsdata.pdf to determine how the superseded data were derived.
 JA2055
 JA2055_MARKER: DS = TRIANGULATION STATION DISK
 JA2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2055_STAMPING: HARMONY 1967
 JA2055_MARK LOGO: CGS
 JA2055_PROJECTION: FLUSH
 JA2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2055+STABILITY: SURFACE MOTION
 JA2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA2055+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 JA2055
 JA2055  HISTORY     - Date     Condition        Report By
 JA2055  HISTORY     - 1967     MONUMENTED       CGS
 JA2055  HISTORY     - 20070717 GOOD             GEOCAC
 JA2055
 JA2055                          STATION DESCRIPTION
 JA2055
 JA2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2055'THE STATION IS LOCATED IN THE SOUTH EDGE OF MURPHY PARK IN THE TOWN OF
 JA2055'NEW HARMONY.
 JA2055'
 JA2055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 69 IN
 JA2055'NEW HARMONY, GO SOUTH ON STATE HIGHWAY 69 FOR 0.25 MILE TO THE WEST
 JA2055'ENTRANCE OF MURPHY PARK.  TURN LEFT AND GO EAST ON A PAVED DRIVE ALONG
 JA2055'SOUTH SIDE OF THE PARK FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 JA2055'DESCRIBED.
 JA2055'
 JA2055'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2055'
 JA2055'STATION MARK, STAMPED HARMONY 1967 IS SET FLUSH WITH THE GROUND
 JA2055'SURFACE.  IT IS 34 FEET NORTHEAST OF A 4-FOOT OAK TREE, 31 FEET SOUTH
 JA2055'OF THE CENTER OF A BLACK TOP ROAD AND 30 FEET NORTHEAST OF A METAL
 JA2055'WITNESS POST.
 JA2055'
 JA2055'RM NO 1, STAMPED HARMONY NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2055'SURFACE.  IT IS 102 FEET SOUTH OF THE SOUTHEAST CORNER OF A PICNIC
 JA2055'SHELTER, 46.5 FEET NORTH OF A FENCELINE AND 18 FEET SOUTH OF THE
 JA2055'CENTER OF THE BLACK TOP ROAD.
 JA2055'
 JA2055'RM NO 2, STAMPED HARMONY NO 2 1967 IS SET FLUSH WITH THE GROUND
 JA2055'SURFACE.  IT IS 49 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 27
 JA2055'FEET NORTH OF A 4-FOOT OAK TREE AND 11.7 FEET SOUTHWEST OF THE
 JA2055'SOUTHWEST CORNER OF THE PICNIC SHELTER.
 JA2055'
 JA2055'RM NO 3, STAMPED HARMONY NO 3 1967 IS SET FLUSH WITH THE GROUND
 JA2055'SURFACE.  IT IS 35 FEET NORTHEAST OF THE CENTER OF THE BLACK TOP ROAD,
 JA2055'33 FEET NORTH OF A 30-INCH OAK TREE AND 27 FEET NORTHEAST OF A 28-INCH
 JA2055'OAK TREE.
 JA2055'
 JA2055'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA2055
 JA2055                          STATION RECOVERY (2007)
 JA2055
 JA2055'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JA2055'FOUND THE STATION AND REFERENCE MARK NO. 3.  DID NOT FIND REFERENCE
 JA2055'MARK NO. 1 OR NO. 2.  THE STATION IS 21.0 FEET NORTHWEST OF A STANDING
 JA2055'METAL CHARCOAL GRILL AND 8.33 FEET EAST OF THE LOG EDGE OF A GRAVEL
 JA2055'PARKING LOT.  REFERENCE MARK NO. 3 IS ABOUT 50 FEET SOUTH- SOUTHEAST
 JA2055'OF A METAL LIGHT POLE WITH FIVE GLOBE LIGHTS AND MOUNTED ON A
 JA2055'THREE-FOOT CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7596 ***********************************************************************
 DR7596  DESIGNATION -  HARNESS
 DR7596  PID         -  DR7596
 DR7596  STATE/COUNTY-  IN/NOBLE
 DR7596  COUNTRY     -  US
 DR7596  USGS QUAD   -  KENDALLVILLE (2019)
 DR7596
 DR7596                         *CURRENT SURVEY CONTROL
 DR7596  ______________________________________________________________________
 DR7596* NAD 83(1986) POSITION- 41 26 15.75   (N) 085 15 53.22   (W)   HD_HELD1
 DR7596* NAVD 88 ORTHO HEIGHT -   297.004 (meters)      974.42  (feet) ADJUSTED
 DR7596  ______________________________________________________________________
 DR7596  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 DR7596  DYNAMIC HEIGHT  -        296.886 (meters)      974.03  (feet) COMP
 DR7596  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 DR7596
 DR7596  VERT ORDER      -  SECOND    CLASS I
 DR7596
 DR7596.The horizontal coordinates were determined by differentially corrected
 DR7596.hand held GPS observations or other comparable positioning techniques
 DR7596.and have an estimated accuracy of +/- 3 meters.
 DR7596
 DR7596.The orthometric height was determined by differential leveling and
 DR7596.adjusted by the NATIONAL GEODETIC SURVEY
 DR7596.in March 2022.
 DR7596
 DR7596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7596.GEOID18 height accuracy estimate available here.
 DR7596
 DR7596.Click photographs - Photos may exist for this station.
 DR7596
 DR7596.The dynamic height is computed by dividing the NAVD 88
 DR7596.geopotential number by the normal gravity value computed on the
 DR7596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7596.degrees latitude (g = 980.6199 gals.).
 DR7596
 DR7596.The modeled gravity was interpolated from observed gravity values.
 DR7596
 DR7596;                    North         East    Units  Estimated Accuracy
 DR7596;SPC IN E     -   687,245.6     133,586.8     MT  (+/- 3 meters HH1 GPS) 
 DR7596
 DR7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4496788801(NAD 83)
 DR7596
 DR7596                          SUPERSEDED SURVEY CONTROL
 DR7596
 DR7596.No superseded survey control is available for this station.
 DR7596
 DR7596_MARKER: N = NAIL
 DR7596_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7596+WITH SETTING: PAVEMENT
 DR7596_SP_SET: TRAFFIC POLE BASE
 DR7596_MAGNETIC: I = MARKER IS A STEEL ROD
 DR7596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7596+STABILITY: SURFACE MOTION
 DR7596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7596+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2019
 DR7596
 DR7596  HISTORY     - Date     Condition        Report By
 DR7596  HISTORY     - 20191009 MONUMENTED       INDOT
 DR7596
 DR7596                          STATION DESCRIPTION
 DR7596
 DR7596'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 DR7596'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF WOLCOTTVILLE,
 DR7596'6.1 MI (9.8 KM) WEST OF CORUNNA AND IN THE TOWN OF KENDALLVILLE, IN.
 DR7596'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7596'
 DR7596'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7596'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL EAST 0.13 MI (0.21 KM)
 DR7596'ALONG U.S. HIGHWAY 6 TO MAIN STREET.  TURN RIGHT (SOUTH) AND TRAVEL
 DR7596'1.02 MI (1.64 KM) TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD.
 DR7596'THE STATION IS ON THE SOUTHEAST CORNER OF THE BASE OF THE TRAFFIC POLE
 DR7596'IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF MAIN STREET AND
 DR7596'IDDINGS STREET.  IT IS LOCATED 78.30 FT (23.9 M) SOUTH OF A WATER
 DR7596'METER COVER SET FLUSH IN CONCRETE, 20.30 FT (6.2 M) NORTHWEST OF THE
 DR7596'CENTER OF A WATER VALVE COVER AND 49.70 FT (15.1 M) NORTH-NORTHEAST OF
 DR7596'THE NORTH BONNET BOLT OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7567 ***********************************************************************
 DR7567  DESIGNATION -  HARNESS M 377
 DR7567  PID         -  DR7567
 DR7567  STATE/COUNTY-  IN/LAGRANGE
 DR7567  COUNTRY     -  US
 DR7567  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7567
 DR7567                         *CURRENT SURVEY CONTROL
 DR7567  ______________________________________________________________________
 DR7567* NAD 83(1986) POSITION- 41 36 45.35   (N) 085 16 20.43   (W)   HD_HELD1
 DR7567* NAVD 88 ORTHO HEIGHT -   301.469 (meters)      989.07  (feet) ADJUSTED
 DR7567  ______________________________________________________________________
 DR7567  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 DR7567  DYNAMIC HEIGHT  -        301.352 (meters)      988.69  (feet) COMP
 DR7567  MODELED GRAVITY -    980,227.7   (mgal)                       NAVD 88
 DR7567
 DR7567  VERT ORDER      -  SECOND    CLASS I
 DR7567
 DR7567.The horizontal coordinates were determined by differentially corrected
 DR7567.hand held GPS observations or other comparable positioning techniques
 DR7567.and have an estimated accuracy of +/- 3 meters.
 DR7567
 DR7567.The orthometric height was determined by differential leveling and
 DR7567.adjusted by the NATIONAL GEODETIC SURVEY
 DR7567.in March 2022.
 DR7567
 DR7567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7567.GEOID18 height accuracy estimate available here.
 DR7567
 DR7567.Click photographs - Photos may exist for this station.
 DR7567
 DR7567.The dynamic height is computed by dividing the NAVD 88
 DR7567.geopotential number by the normal gravity value computed on the
 DR7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7567.degrees latitude (g = 980.6199 gals.).
 DR7567
 DR7567.The modeled gravity was interpolated from observed gravity values.
 DR7567
 DR7567;                    North         East    Units  Estimated Accuracy
 DR7567;SPC IN E     -   706,666.0     132,866.5     MT  (+/- 3 meters HH1 GPS) 
 DR7567
 DR7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4394708206(NAD 83)
 DR7567
 DR7567                          SUPERSEDED SURVEY CONTROL
 DR7567
 DR7567.No superseded survey control is available for this station.
 DR7567
 DR7567_MARKER: F = FLANGE-ENCASED ROD
 DR7567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7567_STAMPING: HARNESS M 377 2018
 DR7567_MARK LOGO: NONE
 DR7567_PROJECTION: RECESSED 8 CENTIMETERS
 DR7567_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7567+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 DR7567_ROD/PIPE-DEPTH: 6.7 meters
 DR7567_SLEEVE-DEPTH  : 0.9 meters
 DR7567
 DR7567  HISTORY     - Date     Condition        Report By
 DR7567  HISTORY     - 20180719 MONUMENTED       INDOT
 DR7567
 DR7567                          STATION DESCRIPTION
 DR7567
 DR7567'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7567'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF WOLCOTTVILLE,
 DR7567'5.0 MI (8.0 KM) SOUTH OF MONGO AND 4.3 MI (6.9 KM) WEST-NORTHWEST OF
 DR7567'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7567'
 DR7567'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7567'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.11 MI (3.39 KM) ALONG STATE ROAD 3
 DR7567'TO THE MONUMENT ON THE RIGHT (WEST) SIDE OF THE ROAD, LOCATED NEAR THE
 DR7567'SOUTHWEST QUADRANT OF THE INTERSECTION OF STATE ROAD 3 AND COUNTY ROAD
 DR7567'EAST 200 SOUTH.
 DR7567'
 DR7567'THE STATION IS FLUSH WITH THE GROUND, 27.9 FT (8.5 M) WEST-NORTHWEST
 DR7567'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 3 AND APPROXIMATELY 65 FT
 DR7567'(19.8 M) SOUTH OF THE COUNTY ROAD EAST 200 SOUTH CENTERLINE.  IT IS
 DR7567'LOCATED 47.72 FT (14.5 M) SOUTHEAST OF A MAG NAIL SET IN A WOODEN POST
 DR7567'HOLDING A PEDESTAL, 45.29 FT (13.8 M) SOUTHEAST OF A MAG NAIL SET IN A
 DR7567'WOODEN POST HOLDING A PEDESTAL AND 42.55 FT (13.0 M) SOUTH-SOUTHEAST
 DR7567'OF A MAG NAIL IN POWER POLE 15186.
 DR7567'
 DR7567'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7567'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2328 ***********************************************************************
 ME2328  DESIGNATION -  HARRIS
 ME2328  PID         -  ME2328
 ME2328  STATE/COUNTY-  IN/MARSHALL
 ME2328  COUNTRY     -  US
 ME2328  USGS QUAD   -  LA PAZ (2019)
 ME2328
 ME2328                         *CURRENT SURVEY CONTROL
 ME2328  ______________________________________________________________________
 ME2328* NAD 83(1997) POSITION- 41 24 02.44111(N) 086 18 29.68317(W)   ADJUSTED
 ME2328* NAVD 88 ORTHO HEIGHT -   253.60  (+/-2cm)      832.0   (feet) VERTCON3
 ME2328  ______________________________________________________________________
 ME2328  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 ME2328  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 ME2328  HORZ ORDER      -  SECOND
 ME2328  VERT ORDER      -  THIRD ? (See Below)
 ME2328
 ME2328.The horizontal coordinates were established by classical geodetic methods
 ME2328.and adjusted by the National Geodetic Survey in May 1999.
 ME2328
 ME2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2328
 ME2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2328.GEOID18 height accuracy estimate available here.
 ME2328
 ME2328.The vertical order pertains to the NGVD 29 superseded value.
 ME2328
 ME2328.Click photographs - Photos may exist for this station.
 ME2328
 ME2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2328
 ME2328. The following values were computed from the NAD 83(1997) position.
 ME2328
 ME2328;                    North         East     Units Scale Factor Converg.
 ME2328;SPC IN E     -   683,253.781    46,350.518   MT  1.00000207   -0 25 27.5
 ME2328;SPC IN E     - 2,241,641.78    152,068.32   sFT  1.00000207   -0 25 27.5
 ME2328;UTM  16      - 4,583,468.533   557,824.067   MT  0.99964115   +0 27 26.9
 ME2328
 ME2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2328!SPC IN E     -   0.99996553  x   1.00000207  =   0.99996760
 ME2328!UTM  16      -   0.99996553  x   0.99964115  =   0.99960669
 ME2328
 ME2328:                Primary Azimuth Mark                     Grid Az
 ME2328:SPC IN E     -  SWITZERLAND                              190 11 38.5
 ME2328:UTM  16      -  SWITZERLAND                              189 18 44.1
 ME2328
 ME2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5782483468(NAD 83)
 ME2328
 ME2328|---------------------------------------------------------------------|
 ME2328| PID    Reference Object                     Distance      Geod. Az  |
 ME2328|                                                           dddmmss.s |
 ME2328| CM3628 HARRIS RM                             6.670 METERS 09252     |
 ME2328| ME2338 SWITZERLAND                         APPROX. 3.2 KM 1894611.0 |
 ME2328|---------------------------------------------------------------------|
 ME2328
 ME2328                          SUPERSEDED SURVEY CONTROL
 ME2328
 ME2328  NAD 83(1986)-  41 24 02.47628(N)    086 18 29.69842(W) AD(       ) 2
 ME2328  NAD 27      -  41 24 02.28770(N)    086 18 29.67010(W) AD(       ) 2
 ME2328  USSD        -  41 24 02.32000(N)    086 18 29.49600(W) AD(       ) 3
 ME2328  NGVD 29             253.71   (m)          832.4    (f) LEVELING    3  
 ME2328
 ME2328.Superseded values are not recommended for survey control.
 ME2328
 ME2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2328.See file dsdata.pdf to determine how the superseded data were derived.
 ME2328
 ME2328_MARKER: DS = TRIANGULATION STATION DISK
 ME2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2328_STAMPING: HARRIS 1920
 ME2328_MARK LOGO: CGS
 ME2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2328+STABILITY: SURFACE MOTION
 ME2328
 ME2328  HISTORY     - Date     Condition        Report By
 ME2328  HISTORY     - 1920     MONUMENTED       CGS
 ME2328  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2328
 ME2328                          STATION DESCRIPTION
 ME2328
 ME2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2328'ABOUT 4-1/2 MILES
 ME2328'N OF PLYMOUTH, ON
 ME2328'THE E SIDE OF VANDALIA TRACK, 30 YARDS N OF THE
 ME2328'ROAD CROSSING, ONE-EIGHTH MILE N OF
 ME2328'MILEPOST T.H. 163, 35 YARDS
 ME2328'N OF THE SWITCH SIGNAL FOR THE SIDING, THREE FOURTHS
 ME2328'MILE S OF
 ME2328'THE WATER TANK, 6.160 METERS (020.21 FEET) E OF THE E AND NEAREST
 ME2328'RAIL OF THE
 ME2328'VANDALIA TRACKS.  THE STATION, UNDERGROUND AND REFERENCE
 ME2328'MARKS ARE BRONZE TABLETS SET
 ME2328'IN CONCRETE.
 ME2328'THE REFERENCE MARK IS ON THE
 ME2328'SAME SIDE OF THE
 ME2328'TRACK, 6.67 METERS (21.88 FEET) FROM THE STATION S 87 DEG 09 MIN E.
 ME2328
 ME2328                          STATION RECOVERY (1987)
 ME2328
 ME2328'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2348 ***********************************************************************
 HZ2348  DESIGNATION -  HARRIS
 HZ2348  PID         -  HZ2348
 HZ2348  STATE/COUNTY-  IN/WASHINGTON
 HZ2348  COUNTRY     -  US
 HZ2348  USGS QUAD   -  SOUTH BOSTON (2019)
 HZ2348
 HZ2348                         *CURRENT SURVEY CONTROL
 HZ2348  ______________________________________________________________________
 HZ2348* NAD 83(1997) POSITION- 38 34 43.70676(N) 085 57 27.21297(W)   ADJUSTED
 HZ2348* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 HZ2348  ______________________________________________________________________
 HZ2348  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 HZ2348  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 HZ2348  HORZ ORDER      -  THIRD
 HZ2348
 HZ2348.The horizontal coordinates were established by classical geodetic methods
 HZ2348.and adjusted by the National Geodetic Survey in May 1999.
 HZ2348
 HZ2348.The orthometric height was scaled from a topographic map.
 HZ2348
 HZ2348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2348.GEOID18 height accuracy estimate available here.
 HZ2348
 HZ2348.Click photographs - Photos may exist for this station.
 HZ2348
 HZ2348.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2348
 HZ2348. The following values were computed from the NAD 83(1997) position.
 HZ2348
 HZ2348;                    North         East     Units Scale Factor Converg.
 HZ2348;SPC IN E     -   369,780.770    74,653.136   MT  0.99997458   -0 10 53.0
 HZ2348;SPC IN E     - 1,213,189.08    244,924.50   sFT  0.99997458   -0 10 53.0
 HZ2348;UTM  16      - 4,270,553.208   590,800.622   MT  0.99970153   +0 39 00.4
 HZ2348
 HZ2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2348!SPC IN E     -   0.99996040  x   0.99997458  =   0.99993499
 HZ2348!UTM  16      -   0.99996040  x   0.99970153  =   0.99966195
 HZ2348
 HZ2348:                Primary Azimuth Mark                     Grid Az
 HZ2348:SPC IN E     -  HARRIS AZ MK                             092 53 07.5
 HZ2348:UTM  16      -  HARRIS AZ MK                             092 03 14.1
 HZ2348
 HZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9080070553(NAD 83)
 HZ2348
 HZ2348|---------------------------------------------------------------------|
 HZ2348| PID    Reference Object                     Distance      Geod. Az  |
 HZ2348|                                                           dddmmss.s |
 HZ2348| CG7977 HARRIS AZ MK                                       0924214.5 |
 HZ2348| CG7979 HARRIS RM 2                          22.740 METERS 11541     |
 HZ2348| CG7978 HARRIS RM 1                          18.334 METERS 22116     |
 HZ2348|---------------------------------------------------------------------|
 HZ2348
 HZ2348                          SUPERSEDED SURVEY CONTROL
 HZ2348
 HZ2348  NAD 83(1993)-  38 34 43.70904(N)    085 57 27.21316(W) AD(       ) 3
 HZ2348  NAD 83(1986)-  38 34 43.71023(N)    085 57 27.21753(W) AD(       ) 3
 HZ2348  NAD 27      -  38 34 43.50000(N)    085 57 27.31800(W) AD(       ) 3
 HZ2348
 HZ2348.Superseded values are not recommended for survey control.
 HZ2348
 HZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2348.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2348
 HZ2348_MARKER: DS = TRIANGULATION STATION DISK
 HZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2348_STAMPING: HARRIS 1947
 HZ2348_MARK LOGO: CGS
 HZ2348_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2348+STABILITY: SURFACE MOTION
 HZ2348
 HZ2348  HISTORY     - Date     Condition        Report By
 HZ2348  HISTORY     - 1947     MONUMENTED       CGS
 HZ2348
 HZ2348                          STATION DESCRIPTION
 HZ2348
 HZ2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2348'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 160,
 HZ2348'ABOUT 8 MILES EAST-SOUTHEAST OF SALEM, 5 MILES SOUTHEAST OF
 HZ2348'CANTON, AND ON LAND OWNED BY MR. A ASHABRANER. IT IS 63 FEET NORTH OF
 HZ2348'THE APPROXIMATE CENTERLINE OF THE HIGHWAY AND 39 FEET NORTH OF A
 HZ2348'WIRE FENCE. THE MARK IS 12 INCHES UNDER GROUND, AND THE DISK IS
 HZ2348'STAMPE HARRIS 1947.
 HZ2348'
 HZ2348'REFERENCE MARK NO. 1 IS 60.15 FEET SOUTH-SOUTHWEST OF THE STATION,
 HZ2348'22 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 3
 HZ2348'FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE. THE
 HZ2348'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HARRIS NO 1 1947.
 HZ2348'
 HZ2348'REFERENCE MARK NO. 2 IS 74.61 FEET EAST-SOUTHEAST OF THE STATION, 24
 HZ2348'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 1
 HZ2348'FOOT NORTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ2348'IS STAMPED HARRIS NO 2 1947.
 HZ2348'
 HZ2348'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION VIA THE HIGHWAY. IT
 HZ2348'IS 16 FEET WEST OF THE APPROXIMATE CENTELINE OF A FARM
 HZ2348'DRIVEWAY, 15 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 HZ2348'AND 1.5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 HZ2348'AND THE DISK IS STAMPED HARRIS 1947.
 HZ2348'
 HZ2348'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN SALEM,
 HZ2348'GO SOUTH ON STATE HIGHWAY 135 FOR 0.3 MILE TO THE JUNCTION OF
 HZ2348'STATE HIGHWAY 60 ON THE LEFT. TURN LEFT, EAST, ON STATE HIGHWAY 60
 HZ2348'FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAY 160 ON THE
 HZ2348'LEFT.TURN LEFT, NORTH AND EAST, ON STATE HIGHWAY 160 FOR 8.5 MILES TO
 HZ2348'A CROSSROAD INTERSECTION. CONTINUE ON THE HIGHWAY FOR
 HZ2348'0.1 MILE TO A WHITE HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 HZ2348'THIS IS 0.1 MILE WEST OF A SMALL GROCERY STORE.
 HZ2348'
 HZ2348'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2441 ***********************************************************************
 LB2441  DESIGNATION -  HARRISON
 LB2441  PID         -  LB2441
 LB2441  STATE/COUNTY-  IN/CASS
 LB2441  COUNTRY     -  US
 LB2441  USGS QUAD   -  LUCERNE (2019)
 LB2441
 LB2441                         *CURRENT SURVEY CONTROL
 LB2441  ______________________________________________________________________
 LB2441* NAD 83(1997) POSITION- 40 51 56.38901(N) 086 24 25.39352(W)   ADJUSTED
 LB2441* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LB2441  ______________________________________________________________________
 LB2441  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LB2441  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 LB2441  HORZ ORDER      -  SECOND
 LB2441
 LB2441.The horizontal coordinates were established by classical geodetic methods
 LB2441.and adjusted by the National Geodetic Survey in May 1999.
 LB2441
 LB2441.The orthometric height was scaled from a topographic map.
 LB2441
 LB2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2441.GEOID18 height accuracy estimate available here.
 LB2441
 LB2441.Click photographs - Photos may exist for this station.
 LB2441
 LB2441.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2441
 LB2441. The following values were computed from the NAD 83(1997) position.
 LB2441
 LB2441;                    North         East     Units Scale Factor Converg.
 LB2441;SPC IN E     -   623,904.158    37,582.919   MT  1.00001460   -0 29 04.0
 LB2441;SPC IN E     - 2,046,925.56    123,303.29   sFT  1.00001460   -0 29 04.0
 LB2441;SPC IN W     -   623,860.440   957,012.568   MT  1.00000666   +0 26 33.0
 LB2441;SPC IN W     - 2,046,782.13  3,139,798.73   sFT  1.00000666   +0 26 33.0
 LB2441;UTM  16      - 4,524,013.799   549,968.928   MT  0.99963073   +0 23 16.7
 LB2441
 LB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2441!SPC IN E     -   0.99996706  x   1.00001460  =   0.99998165
 LB2441!SPC IN W     -   0.99996706  x   1.00000666  =   0.99997372
 LB2441!UTM  16      -   0.99996706  x   0.99963073  =   0.99959780
 LB2441
 LB2441:                Primary Azimuth Mark                     Grid Az
 LB2441:SPC IN E     -  HARRISON AZ MK                           257 41 23.7
 LB2441:SPC IN W     -  HARRISON AZ MK                           256 45 46.7
 LB2441:UTM  16      -  HARRISON AZ MK                           256 49 03.0
 LB2441
 LB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4996824013(NAD 83)
 LB2441
 LB2441|---------------------------------------------------------------------|
 LB2441| PID    Reference Object                     Distance      Geod. Az  |
 LB2441|                                                           dddmmss.s |
 LB2441| CC9307 HARRISON RM 1                        29.042 METERS 21359     |
 LB2441| CC9306 HARRISON AZ MK                                     2571219.7 |
 LB2441| CC9308 HARRISON RM 2                        26.746 METERS 32205     |
 LB2441|---------------------------------------------------------------------|
 LB2441
 LB2441                          SUPERSEDED SURVEY CONTROL
 LB2441
 LB2441  NAD 83(1986)-  40 51 56.39484(N)    086 24 25.40352(W) AD(       ) 2
 LB2441  NAD 27      -  40 51 56.24340(N)    086 24 25.39340(W) AD(       ) 2
 LB2441
 LB2441.Superseded values are not recommended for survey control.
 LB2441
 LB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2441.See file dsdata.pdf to determine how the superseded data were derived.
 LB2441
 LB2441_MARKER: DS = TRIANGULATION STATION DISK
 LB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2441_STAMPING: HARRISON 1948
 LB2441_MARK LOGO: CGS
 LB2441_PROJECTION: FLUSH
 LB2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2441+STABILITY: SURFACE MOTION
 LB2441
 LB2441  HISTORY     - Date     Condition        Report By
 LB2441  HISTORY     - 1948     MONUMENTED       CGS
 LB2441  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2441
 LB2441                          STATION DESCRIPTION
 LB2441
 LB2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2441'STATION IS LOCATED ABOUT 8 MILES NORTH OF LOGANSPORT AND 5 MILES EAST
 LB2441'OF ROYAL CENTER ALONG STATE HIGHWAY 16 BY THE HARRISON TOWNSHIP
 LB2441'SCHOOL.  IT IS 54 FEET EAST OF A FENCE AND 51 FEET WEST OF THE
 LB2441'SOUTHWEST CORNER OF SCHOOL BUILDING.  THE MARK IS FLUSH WITH THE
 LB2441'GROUND AND THE DISK IS STAMPED HARRISON 1948.
 LB2441'
 LB2441'REFERENCE MARK NO. 1 IS 95.28 FEET SOUTHWEST OF STATION.  IT IS 2
 LB2441'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 LB2441'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HARRISON NO 1
 LB2441'1948.
 LB2441'
 LB2441'REFERENCE MARK NO. 2 IS 87.75 FEET NORTHWEST OF STATION.  IT IS 1
 LB2441'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB2441'IS STAMPED HARRISON NO 2 1948.
 LB2441'
 LB2441'AZIMUTH MARK IS 0.3 MILE WEST OF STATION.  IT IS 14 FEET WEST OF
 LB2441'CENTER OF A PAVED ROAD, 5 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 LB2441'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 LB2441'AND THE DISK IS STAMPED HARRISON 1948.
 LB2441'
 LB2441'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 17 AT THE
 LB2441'COURTHOUSE IN LOGANSPORT, GO NORTH ON HIGHWAY 17 FOR 7.8 MILES TO
 LB2441'THE JUNCTION OF STATE HIGHWAY 16, TURN LEFT AND GO WEST FOR 1.5
 LB2441'MILES TO THE VILLAGE OF LUCERNE, CONTINUE WEST FOR 0.2 MILE TO THE
 LB2441'HARRISON TOWNSHIP SCHOOL AND STATION IN REAR AS DESCRIBED.
 LB2441'
 LB2441'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 16 FOR 0.3
 LB2441'MILE TO A T ROAD SOUTH, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO
 LB2441'AZIMUTH MARK ON RIGHT OR WEST OF ROAD AS DESCRIBED.
 LB2441'
 LB2441'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2441
 LB2441                          STATION RECOVERY (1989)
 LB2441
 LB2441'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2508 ***********************************************************************
 LB2508  DESIGNATION -  HARRISON
 LB2508  PID         -  LB2508
 LB2508  STATE/COUNTY-  IN/HAMILTON
 LB2508  COUNTRY     -  US
 LB2508  USGS QUAD   -  NOBLESVILLE (2019)
 LB2508
 LB2508                         *CURRENT SURVEY CONTROL
 LB2508  ______________________________________________________________________
 LB2508* NAD 83(1997) POSITION- 40 00 56.95453(N) 086 00 32.15876(W)   ADJUSTED
 LB2508* NAVD 88 ORTHO HEIGHT -   240.24  (+/-2cm)      788.2   (feet) VERTCON3
 LB2508  ______________________________________________________________________
 LB2508  GEOID HEIGHT    -        -34.069 (meters)                     GEOID18
 LB2508  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 LB2508  HORZ ORDER      -  SECOND
 LB2508  VERT ORDER      -  THIRD ? (See Below)
 LB2508
 LB2508.The horizontal coordinates were established by classical geodetic methods
 LB2508.and adjusted by the National Geodetic Survey in May 1999.
 LB2508
 LB2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2508
 LB2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2508.GEOID18 height accuracy estimate available here.
 LB2508
 LB2508.The vertical order pertains to the NGVD 29 superseded value.
 LB2508
 LB2508.Click photographs - Photos may exist for this station.
 LB2508
 LB2508.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2508
 LB2508. The following values were computed from the NAD 83(1997) position.
 LB2508
 LB2508;                    North         East     Units Scale Factor Converg.
 LB2508;SPC IN E     -   529,330.344    70,780.248   MT  0.99997717   -0 13 12.3
 LB2508;SPC IN E     - 1,736,644.64    232,218.20   sFT  0.99997717   -0 13 12.3
 LB2508;UTM  16      - 4,429,983.539   584,578.395   MT  0.99968806   +0 38 14.3
 LB2508
 LB2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2508!SPC IN E     -   0.99996766  x   0.99997717  =   0.99994483
 LB2508!UTM  16      -   0.99996766  x   0.99968806  =   0.99965573
 LB2508
 LB2508:                Primary Azimuth Mark                     Grid Az
 LB2508:SPC IN E     -  HANCOCK                                  179 58 33.4
 LB2508:UTM  16      -  HANCOCK                                  179 07 06.8
 LB2508
 LB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8457829983(NAD 83)
 LB2508
 LB2508|---------------------------------------------------------------------|
 LB2508| PID    Reference Object                     Distance      Geod. Az  |
 LB2508|                                                           dddmmss.s |
 LB2508| LB2515 HANCOCK                             APPROX. 1.7 KM 1794521.1 |
 LB2508| CC9305 HARRISON RM                           7.150 METERS 29901     |
 LB2508| LB2507 STAKE                               333.951 METERS 34226     |
 LB2508|---------------------------------------------------------------------|
 LB2508
 LB2508                          SUPERSEDED SURVEY CONTROL
 LB2508
 LB2508  NAD 83(1986)-  40 00 56.94484(N)    086 00 32.17734(W) AD(       ) 2
 LB2508  NAD 27      -  40 00 56.81700(N)    086 00 32.23600(W) AD(       ) 2
 LB2508  USSD        -  40 00 56.85300(N)    086 00 32.02000(W) AD(       ) 3
 LB2508  NGVD 29             240.37   (m)          788.6    (f) LEVELING    3  
 LB2508
 LB2508.Superseded values are not recommended for survey control.
 LB2508
 LB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2508.See file dsdata.pdf to determine how the superseded data were derived.
 LB2508
 LB2508_MARKER: DS = TRIANGULATION STATION DISK
 LB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2508_STAMPING: HARRISON 1920
 LB2508_MARK LOGO: CGS
 LB2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2508+STABILITY: SURFACE MOTION
 LB2508
 LB2508  HISTORY     - Date     Condition        Report By
 LB2508  HISTORY     - 1920     MONUMENTED       CGS
 LB2508  HISTORY     - 1934     GOOD             INGS
 LB2508  HISTORY     - 1980     GOOD             NGS
 LB2508
 LB2508                          STATION DESCRIPTION
 LB2508
 LB2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2508'ABOUT 1-3/4 MILES S OF NOBLESVILLE ON THE E SIDE OF THE LAKE ERIE AND
 LB2508'WESTERN RAILROAD RIGHT-OF-WAY, ABOUT 330 YARDS N OF SEMAPHORE
 LB2508'SIGNAL M20, ABOUT 245 YARDS SE OF A LARGE CONCRETE HOUSE WITH RED
 LB2508'TILE ROOF.  THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE
 LB2508'BRONZE TABLETS SET IN CONCRETE.  THE REFERENCE MARKS
 LB2508'IS ON THE W SIDE OF THE TRACK AND NEAR THE RIGHT-OF-WAY
 LB2508'FENCE, 7.15 METERS (23.46 FEET) FROM THE STATION N 60 59 W.
 LB2508
 LB2508                          STATION RECOVERY (1934)
 LB2508
 LB2508'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2508'STATION RECOVERED.
 LB2508
 LB2508                          STATION RECOVERY (1980)
 LB2508
 LB2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (TS)
 LB2508'I BELIEVE STATION IS IN DESCRIPTION IS MISLEADING.  MARK IS IN
 LB2508'LOCA. OF TANGENT OF RAILS.  IF MARK IS ON E SIDE OF R/W (E OR W OF
 LB2508'R/W FENCE).  REF. MARK COULD NOT BE ON W SIDE OF TRACKS.  I HAVE
 LB2508'PINPOINTED LOCATION W/IN 5 FEET + OR - SEMAPHORE SIG. BASE IS
 LB2508'IN.  (M20).  CONTACT PERSONALLY IF NEEDED.  THANKS.  TOM.
 LB2508'
 LB2508'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MI S OF NOBLESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1762 ***********************************************************************
 JA1762  DESIGNATION -  HARRISON CO ST FOREST LOT
 JA1762  PID         -  JA1762
 JA1762  STATE/COUNTY-  IN/HARRISON
 JA1762  COUNTRY     -  US
 JA1762  USGS QUAD   -  LEAVENWORTH (2019)
 JA1762
 JA1762                         *CURRENT SURVEY CONTROL
 JA1762  ______________________________________________________________________
 JA1762* NAD 83(1997) POSITION- 38 11 59.86790(N) 086 16 06.36627(W)   ADJUSTED
 JA1762  ______________________________________________________________________
 JA1762  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 JA1762  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JA1762  HORZ ORDER      -  THIRD
 JA1762
 JA1762.The horizontal coordinates were established by classical geodetic methods
 JA1762.and adjusted by the National Geodetic Survey in May 1999.
 JA1762
 JA1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1762.GEOID18 height accuracy estimate available here.
 JA1762
 JA1762.Click photographs - Photos may exist for this station.
 JA1762
 JA1762.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1762
 JA1762. The following values were computed from the NAD 83(1997) position.
 JA1762
 JA1762;                    North         East     Units Scale Factor Converg.
 JA1762;SPC IN E     -   327,860.066    47,290.568   MT  1.00000087   -0 22 19.7
 JA1762;SPC IN E     - 1,075,654.23    155,152.47   sFT  1.00000087   -0 22 19.7
 JA1762;UTM  16      - 4,228,254.639   564,055.063   MT  0.99965053   +0 27 08.7
 JA1762
 JA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6405528254(NAD 83)
 JA1762
 JA1762                          SUPERSEDED SURVEY CONTROL
 JA1762
 JA1762  NAD 83(1993)-  38 11 59.86956(N)    086 16 06.36821(W) AD(       ) 3
 JA1762  NAD 83(1986)-  38 11 59.87334(N)    086 16 06.37244(W) AD(       ) 3
 JA1762  NAD 27      -  38 11 59.63400(N)    086 16 06.46400(W) AD(       ) 3
 JA1762
 JA1762.Superseded values are not recommended for survey control.
 JA1762
 JA1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1762.See file dsdata.pdf to determine how the superseded data were derived.
 JA1762
 JA1762_MARKER: 57 = LOOKOUT TOWER
 JA1762
 JA1762  HISTORY     - Date     Condition        Report By
 JA1762  HISTORY     - 1947     FIRST OBSERVED   CGS
 JA1762
 JA1762                          STATION DESCRIPTION
 JA1762
 JA1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1762'THIS IS A TRAVERSE STATION.
 JA1762'
 JA1762'THE STATION IS THE 12-INCH VENTILATOR ATOP THE CABIN ROOF OF THE
 JA1762'LOOKOUT TOWER.  THE LOOKOUT TOWER IS ABOUT 4 MILES EAST OF
 JA1762'LEAVENWORTH, AT THE TOP OF A HIGH HILL, AND ON LAND OF THE HARRISON
 JA1762'COUNTY STATE FOREST.
 JA1762'
 JA1762'TO REACH FROM THE HIGH SCHOOL IN EAST LEAVENWORTH, GO EAST ON STATE
 JA1762'HIGHWAY 62 FOR 2.0 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT,
 JA1762'ACROSS STEEL BRIDGE, AND GO 2.6 MILES TO A CROSS ROAD, TURN LEFT
 JA1762'AND GO 0.15 MILE TO STATION ON RIGHT.
 JA1762'
 JA1762'THE STATION IS 33.80 METERS NORTHWEST OF TRIANGULATION STATION
 JA1762'LOOKOUT BY A TRAVERSE CONNECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2442 ***********************************************************************
 ME2442  DESIGNATION -  HARROLD
 ME2442  PID         -  ME2442
 ME2442  STATE/COUNTY-  IN/LA PORTE
 ME2442  COUNTRY     -  US
 ME2442  USGS QUAD   -  LAPORTE WEST (2019)
 ME2442
 ME2442                         *CURRENT SURVEY CONTROL
 ME2442  ______________________________________________________________________
 ME2442* NAD 83(1997) POSITION- 41 32 27.65459(N) 086 52 21.53828(W)   ADJUSTED
 ME2442* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 ME2442  ______________________________________________________________________
 ME2442  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 ME2442  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 ME2442  HORZ ORDER      -  FIRST
 ME2442
 ME2442.The horizontal coordinates were established by classical geodetic methods
 ME2442.and adjusted by the National Geodetic Survey in May 1999.
 ME2442
 ME2442.The orthometric height was scaled from a topographic map.
 ME2442
 ME2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2442.GEOID18 height accuracy estimate available here.
 ME2442
 ME2442.Click photographs - Photos may exist for this station.
 ME2442
 ME2442.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2442
 ME2442. The following values were computed from the NAD 83(1997) position.
 ME2442
 ME2442;                    North         East     Units Scale Factor Converg.
 ME2442;SPC IN W     -   698,662.307   917,579.606   MT  0.99997047   +0 08 23.0
 ME2442;SPC IN W     - 2,292,194.59  3,010,425.76   sFT  0.99997047   +0 08 23.0
 ME2442;UTM  16      - 4,598,825.536   510,622.316   MT  0.99960139   +0 05 04.0
 ME2442
 ME2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2442!SPC IN W     -   0.99996673  x   0.99997047  =   0.99993720
 ME2442!UTM  16      -   0.99996673  x   0.99960139  =   0.99956814
 ME2442
 ME2442:                Primary Azimuth Mark                     Grid Az
 ME2442:SPC IN W     -  HARROLD AZ MK                            265 55 10.1
 ME2442:UTM  16      -  HARROLD AZ MK                            265 58 29.1
 ME2442
 ME2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1062298825(NAD 83)
 ME2442
 ME2442|---------------------------------------------------------------------|
 ME2442| PID    Reference Object                     Distance      Geod. Az  |
 ME2442|                                                           dddmmss.s |
 ME2442| CM3630 HARROLD RM 1                         21.713 METERS 13102     |
 ME2442| CM3631 HARROLD RM 2                         26.420 METERS 23523     |
 ME2442| CM3629 HARROLD AZ MK                                      2660333.1 |
 ME2442| ME2450 WESTVILLE MUNICIPAL TANK            APPROX. 2.2 KM 2723603.9 |
 ME2442| ME2452 CHICAGO NEW YORK AWY BEACON 4B      APPROX. 3.2 KM 3192401.0 |
 ME2442|---------------------------------------------------------------------|
 ME2442
 ME2442                          SUPERSEDED SURVEY CONTROL
 ME2442
 ME2442  NAD 83(1994)-  41 32 27.65870(N)    086 52 21.54252(W) AD(       ) 1
 ME2442  NAD 83(1986)-  41 32 27.65815(N)    086 52 21.54245(W) AD(       ) 1
 ME2442  NAD 27      -  41 32 27.50960(N)    086 52 21.44950(W) AD(       ) 1
 ME2442
 ME2442.Superseded values are not recommended for survey control.
 ME2442
 ME2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2442.See file dsdata.pdf to determine how the superseded data were derived.
 ME2442
 ME2442_MARKER: DS = TRIANGULATION STATION DISK
 ME2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2442_STAMPING: HARROLD 1948
 ME2442_MARK LOGO: CGS
 ME2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2442+STABILITY: SURFACE MOTION
 ME2442
 ME2442  HISTORY     - Date     Condition        Report By
 ME2442  HISTORY     - 1948     MONUMENTED       CGS
 ME2442
 ME2442                          STATION DESCRIPTION
 ME2442
 ME2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2442'STATION IS LOCATED 1 MILE EAST OF WESTVILLE ON PROPERTY OWNED BY MR.
 ME2442'CHARLES E. HARROLD.  IT IS 78 FEET NORTH OF THE CENTER OF PAVED ROAD,
 ME2442'18 FEET NORTH OF A 22 INCH MAPLE TREE AND 8 FEET SOUTHWEST OF A WHITE
 ME2442'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 ME2442'HARROLD 1948.
 ME2442'
 ME2442'REFERENCE MARK NO. 1 IS 71.24 FEET SOUTHEAST OF THE STATION.  IT IS 31
 ME2442'FEET NORTH OF THE CENTER OF ROAD AND 16 FEET NORTHWEST OF A 24 INCH
 ME2442'ELM TREE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED HARROLD
 ME2442'NO 1 1948.
 ME2442'
 ME2442'REFERENCE MARK NO. 2 IS 86.68 FEET SOUTHWEST OF THE STATION.  IT IS 27
 ME2442'FEET NORTH OF THE CENTER OF ROAD.  THE MARK PROJECTS 8 INCHES AND THE
 ME2442'DISK IS STAMPED HARROLD NO 2 1948.
 ME2442'
 ME2442'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 44 FEET WEST OF
 ME2442'THE CENTER OF PAVED ROAD, 20 FEET SOUTH OF THE CENTER OF PAVED ROAD, 4
 ME2442'FEET EAST OF A WHITE WITNESS HARROLD 1948.
 ME2442'
 ME2442'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 6 AND
 ME2442'STATE HIGHWAY NO. 43 WHICH IS 0.4 SOUTH OF WESTVILLE GO NORTH ON STATE
 ME2442'HIGHWAY NO. 4O FOR 0.4 MILE TO A PAVED CROSSROAD, TURN RIGHT AND GO
 ME2442'EAST FOR 0.95 MILE TO A PAVED CROSSROAD AND THE AZIMUTH MARK IN THE
 ME2442'SOUTHWEST ANGLE, CONTINUE FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 ME2442'DESCRIBED.
 ME2442'
 ME2442'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1693 ***********************************************************************
 MD1693  DESIGNATION -  HART
 MD1693  PID         -  MD1693
 MD1693  STATE/COUNTY-  IN/LAGRANGE
 MD1693  COUNTRY     -  US
 MD1693  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1693
 MD1693                         *CURRENT SURVEY CONTROL
 MD1693  ______________________________________________________________________
 MD1693* NAD 83(1997) POSITION- 41 41 28.59239(N) 085 30 20.79056(W)   ADJUSTED
 MD1693* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 MD1693  ______________________________________________________________________
 MD1693  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 MD1693  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 MD1693  HORZ ORDER      -  THIRD
 MD1693
 MD1693.The horizontal coordinates were established by classical geodetic methods
 MD1693.and adjusted by the National Geodetic Survey in May 1999.
 MD1693
 MD1693.The orthometric height was scaled from a topographic map.
 MD1693
 MD1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1693.GEOID18 height accuracy estimate available here.
 MD1693
 MD1693.Click photographs - Photos may exist for this station.
 MD1693
 MD1693.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1693
 MD1693. The following values were computed from the NAD 83(1997) position.
 MD1693
 MD1693;                    North         East     Units Scale Factor Converg.
 MD1693;SPC IN E     -   715,341.633   113,393.777   MT  0.99996887   +0 06 25.2
 MD1693;SPC IN E     - 2,346,916.67    372,026.08   sFT  0.99996887   +0 06 25.2
 MD1693;SPC MI S     -    21,889.056 3,905,160.543   MT  1.00012176   -0 46 30.7
 MD1693;SPC MI S     -    71,814.49 12,812,206.51   iFT  1.00012176   -0 46 30.7
 MD1693;UTM  16      - 4,616,578.404   624,346.142   MT  0.99979027   +0 59 38.3
 MD1693
 MD1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1693!SPC IN E     -   0.99996430  x   0.99996887  =   0.99993317
 MD1693!SPC MI S     -   0.99996430  x   1.00012176  =   1.00008606
 MD1693!UTM  16      -   0.99996430  x   0.99979027  =   0.99975458
 MD1693
 MD1693:                Primary Azimuth Mark                     Grid Az
 MD1693:SPC IN E     -  HART AZ MK                               023 39 49.3
 MD1693:SPC MI S     -  HART AZ MK                               024 32 45.2
 MD1693:UTM  16      -  HART AZ MK                               022 46 36.2
 MD1693
 MD1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2434616578(NAD 83)
 MD1693
 MD1693|---------------------------------------------------------------------|
 MD1693| PID    Reference Object                     Distance      Geod. Az  |
 MD1693|                                                           dddmmss.s |
 MD1693| CC9309 HART AZ MK                                         0234614.5 |
 MD1693| CC9310 HART RM 1                            21.732 METERS 04725     |
 MD1693| MD1508 HOWE MILITARY ACADEMY STACK         APPROX. 7.6 KM 0621549.0 |
 MD1693| MD1694 TT 20 D                              21.321 METERS 29504     |
 MD1693|---------------------------------------------------------------------|
 MD1693
 MD1693                          SUPERSEDED SURVEY CONTROL
 MD1693
 MD1693  NAD 83(1995)-  41 41 28.59206(N)    085 30 20.79372(W) AD(       ) 3
 MD1693  NAD 83(1994)-  41 41 28.59253(N)    085 30 20.79573(W) AD(       ) 3
 MD1693  NAD 83(1986)-  41 41 28.59314(N)    085 30 20.79978(W) AD(       ) 3
 MD1693  NAD 27      -  41 41 28.40870(N)    085 30 20.85860(W) AD(       ) 3
 MD1693
 MD1693.Superseded values are not recommended for survey control.
 MD1693
 MD1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1693.See file dsdata.pdf to determine how the superseded data were derived.
 MD1693
 MD1693_MARKER: DS = TRIANGULATION STATION DISK
 MD1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1693_STAMPING: HART 1946
 MD1693_MARK LOGO: CGS
 MD1693_PROJECTION: FLUSH
 MD1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1693+STABILITY: SURFACE MOTION
 MD1693
 MD1693  HISTORY     - Date     Condition        Report By
 MD1693  HISTORY     - 1946     MONUMENTED       CGS
 MD1693  HISTORY     - 1960     GOOD             CGS
 MD1693  HISTORY     - 19940502 POOR             USPSQD
 MD1693
 MD1693                          STATION DESCRIPTION
 MD1693
 MD1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1693'THIS STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHEAST OF THE TOWN
 MD1693'OF SEYBERT IT IS 42 FEET SOUTHWEST OF THE INTERSECTION OF THE
 MD1693'CENTERLINES OF A GRAVEL ROAD AND DIRT ROAD, 41 FEET SOUTH OF THE
 MD1693'CENTERLINE OF A GRAVEL ROAD AND 44 FEET SOUTHEAST OF THE CENTERLINE OF
 MD1693'A GRADED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED HART 1946.
 MD1693'
 MD1693'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE STATION.
 MD1693'IT IS 1-1/2 FEET WEST OF A FENCELINE, 17 FEET EAST OF THE CENTERLINE
 MD1693'OF A GRAVEL ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MD1693'HART 1946.
 MD1693'
 MD1693'TT 20 D IS 69.95 FEET NORTHWEST OF THE STATION.  IT IS 6 FEET NORTH OF
 MD1693'A FENCELINE, 27 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD AND
 MD1693'67 FEET WEST OF THE INTERSECTION OF THE CENTERLINES OF A GRAVEL ROAD
 MD1693'AND A GRADED ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MD1693'TT 20 D 855 1939.  IT IS A STANDARD 6 BY 6 INCH CONCRETE MARK WITH
 MD1693'STANDARD USGS BRONZE DISK IMBEDDED IN IT.  THIS WAS USED AS A
 MD1693'REFERENCE MARK FOR THIS STATION.
 MD1693'
 MD1693'REFERENCE MARK NO. 1 IS 71.30 FEET EAST OF THE STATION.  IT IS 1 FOOT
 MD1693'SOUTH OF A FENCELINE AND 45 FEET SOUTHEAST OF THE INTERSECTION OF THE
 MD1693'CENTERLINES OF A GRAVEL ROAD AND A GRADED ROAD.  THE MARK IS FLUSH AND
 MD1693'THE DISK IS STAMPED HART NO 1 1946.
 MD1693'
 MD1693'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST SOUTH OF SEYBERTS
 MD1693'STORE IN SEYBERTS, GO SOUTH FOR 0.1 MILE, TURN LEFT AND GO EAST FOR
 MD1693'0.5 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO A
 MD1693'CROSSROAD.  CONTINUE SOUTH FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE
 MD1693'STATION ON LEFT AS DESCRIBED.
 MD1693'
 MD1693'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON A GRAVEL ROAD FOR
 MD1693'0.3 MILE, TURN LEFT AND CONTINUE FOR 0.1 MILE TO THE AZIMUTH ON THE
 MD1693'RIGHT AS DESCRIBED.
 MD1693'
 MD1693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1693
 MD1693                          STATION RECOVERY (1960)
 MD1693
 MD1693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1693'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1693'DESCRIBED, EXCEPT THE AZIMUTH MARK FOR WHICH DESCRIPTION IS INADEQUATE
 MD1693'WAS NOT RECOVERED AT THIS TIME.
 MD1693'
 MD1693'ABOUT 4.1 MILES W ALONG NO. 20 U.S. HIGHWAY FROM ITS INTERSECTION WITH
 MD1693'NO. 9 INDIANA HWY. ON PRESENT W EDGE OF HOWE, THENCE 2.2 MILES S ON
 MD1693'FIRST GRAVEL THEN ASPHALT ROAD TO AN E-W GRAVEL ROAD AND THE STATION
 MD1693'ON THE LEFT, 0.25 MILE SW OF 45-DEGREE TURN IN ASPHALT ROAD, 68 FEET
 MD1693'ENE OF 36-INCH MAPLE TREE, 42 FEET SE OF CENTER LINE OF 18-FOOT
 MD1693'ASPHALT, 0.1 FOOT LOWER THAN SAME, 31 FEET S OF CENTER LINE OF GRAVEL
 MD1693'ROAD, STANDARD DISKS ARE STAMPED HART 1946 AND SET IN 1A AND 7A MARKS,
 MD1693'THE UPPER MARK FLUSH WITH THE GROUND.
 MD1693'
 MD1693'REFERENCE STAMPED HART NO 1 1946, NOTE 11A, PROJECTS 0.6 FOOT, IS
 MD1693'71.30 FEET OR 21.732 METERS NE IN AZIMUTH 227 DEG 25 MIN FROM STATION,
 MD1693'49 FEET SE OF CENTER LINE OF ASPHALT ROAD, 17 FEET N OF CENTER LINE OF
 MD1693'GRAVEL ROAD, A FOOT N OF FENCE, AND 1.5 FEET NW OF STEEL WITNESS POST.
 MD1693'
 MD1693'BENCH MARK AND TRAVERSE STATION NO. TT 20 D (USGS) IS A STANDARD U.S.
 MD1693'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 20 D 855 1939 THE 855
 MD1693'BEING ELEVATION IN FEET, SET IN TOP OF CONCRETE POST THAT PROJECTS 0.2
 MD1693'FOOT, SERVING AS A SECOND REFERENCE MARK, IT IS 69.89 FEET OR 21.303
 MD1693'METERS NW IN AZIMUTH 115 DEG 04 MIN FROM STATION, 25 FEET NW OF CENTER
 MD1693'LINE OF ASPHALT PAVEMENT, LEVEL WITH SAME, 6 FEET WSW OF A GATEPOST,
 MD1693'AND 3 FEET S OF A FENCE THAT IS ON THE PROJECTED CENTER LINE OF THE
 MD1693'GRAVEL ROAD FROM THE E.
 MD1693
 MD1693                          STATION RECOVERY (1994)
 MD1693
 MD1693'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1693'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2000 ***********************************************************************
 JA2000  DESIGNATION -  HART
 JA2000  PID         -  JA2000
 JA2000  STATE/COUNTY-  IN/WARRICK
 JA2000  COUNTRY     -  US
 JA2000  USGS QUAD   -  BOONVILLE (2019)
 JA2000
 JA2000                         *CURRENT SURVEY CONTROL
 JA2000  ______________________________________________________________________
 JA2000* NAD 83(1997) POSITION- 38 02 50.34502(N) 087 16 55.39021(W)   ADJUSTED
 JA2000* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 JA2000  ______________________________________________________________________
 JA2000  GEOID HEIGHT    -        -31.332 (meters)                     GEOID18
 JA2000  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 JA2000  HORZ ORDER      -  FIRST
 JA2000
 JA2000.The horizontal coordinates were established by classical geodetic methods
 JA2000.and adjusted by the National Geodetic Survey in May 1999.
 JA2000
 JA2000.The orthometric height was scaled from a topographic map.
 JA2000
 JA2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2000.GEOID18 height accuracy estimate available here.
 JA2000
 JA2000.Click photographs - Photos may exist for this station.
 JA2000
 JA2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2000
 JA2000. The following values were computed from the NAD 83(1997) position.
 JA2000
 JA2000;                    North         East     Units Scale Factor Converg.
 JA2000;SPC IN W     -   310,764.653   882,557.771   MT  0.99997041   -0 07 20.9
 JA2000;SPC IN W     - 1,019,567.03  2,895,524.95   sFT  0.99997041   -0 07 20.9
 JA2000;UTM  16      - 4,211,102.620   475,252.410   MT  0.99960754   -0 10 25.8
 JA2000
 JA2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2000!SPC IN W     -   0.99998453  x   0.99997041  =   0.99995494
 JA2000!UTM  16      -   0.99998453  x   0.99960754  =   0.99959208
 JA2000
 JA2000:                Primary Azimuth Mark                     Grid Az
 JA2000:SPC IN W     -  HART AZ MK                               272 03 24.3
 JA2000:UTM  16      -  HART AZ MK                               272 06 29.2
 JA2000
 JA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7525211102(NAD 83)
 JA2000
 JA2000|---------------------------------------------------------------------|
 JA2000| PID    Reference Object                     Distance      Geod. Az  |
 JA2000|                                                           dddmmss.s |
 JA2000| CG7982 HART RM 2                            23.534 METERS 02457     |
 JA2000| JA2002 BOONVILLE WARRICK CO CTHSE          APPROX. 0.7 KM 0683814.3 |
 JA2000| JA1998 BOONVILLE MUNICIPAL TANK            APPROX. 1.4 KM 0784932.8 |
 JA2000| JA1997 BOONVILLE CITY P AND L CO STK       APPROX. 0.9 KM 1005113.0 |
 JA2000| CG7981 HART RM 1                            24.134 METERS 11418     |
 JA2000| CG7980 HART AZ MK                                         2715603.4 |
 JA2000|---------------------------------------------------------------------|
 JA2000
 JA2000                          SUPERSEDED SURVEY CONTROL
 JA2000
 JA2000  NAD 83(1993)-  38 02 50.34832(N)    087 16 55.39020(W) AD(       ) 1
 JA2000  NAD 83(1986)-  38 02 50.35402(N)    087 16 55.39247(W) AD(       ) 1
 JA2000  NAD 27      -  38 02 50.18400(N)    087 16 55.37500(W) AD(       ) 1
 JA2000
 JA2000.Superseded values are not recommended for survey control.
 JA2000
 JA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2000.See file dsdata.pdf to determine how the superseded data were derived.
 JA2000
 JA2000_MARKER: DS = TRIANGULATION STATION DISK
 JA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2000_STAMPING: HART 1934
 JA2000_MARK LOGO: CGS
 JA2000_PROJECTION: FLUSH
 JA2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2000+STABILITY: SURFACE MOTION
 JA2000
 JA2000  HISTORY     - Date     Condition        Report By
 JA2000  HISTORY     - 1934     MONUMENTED       CGS
 JA2000  HISTORY     - 1943     GOOD             CGS
 JA2000  HISTORY     - 1945     GOOD             CGS
 JA2000
 JA2000                          STATION DESCRIPTION
 JA2000
 JA2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA2000'STATION IS IN SW PART OF BOONVILLE, AT THE NW CORNER OF WEST ELM
 JA2000'STREET AND SOUTH PINE STREET, ON THE PROPERTY OF ROY HART, 16 FEET S
 JA2000'OF FENCE CORNER, 55.2 FEET NW OF MORE W OF TWO BRICK POSTS AT NW
 JA2000'ENTRANCE TO CCC CAMP, AND 18.9 FEET N OF NE CORNER OF HOME OF L A
 JA2000'BLACKFORD.
 JA2000'
 JA2000'STATION MARK IS A BRONZE STATION DISK IN CONCRETE AND IS FLUSH WITH
 JA2000'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 JA2000'
 JA2000'REFERENCE MARK 1 IS SE OF STATION, AT N EDGE OF EDGE ABOUT CCC CAMP.
 JA2000'IT IS A BRONZE REFERENCE DISK IN CONCRETE.
 JA2000'
 JA2000'REFERENCE MARK 2 IS NNE OF STATION, ABOUT 32 FEET E OF WIRE FENCE.  IT
 JA2000'IS A BRONZE REFERENCE DISK IN CONCRETE.
 JA2000'
 JA2000'AZIMUTH MARK IS 0.5 MILE W OF STATION, IN TOP OF RETAINING WALL, AT NW
 JA2000'END OF HIGHWAY BRIDGE, ABOUT 15 FEET N OF CENTER OF STATE HIGHWAY 62,
 JA2000'AND 0.35 MILE W OF THE JUNCTION OF HIGHWAY 62 AND LOCUST STREET.
 JA2000'
 JA2000'TO REACH STATION FROM SW CORNER OF CITY SQUARE IN BOONVILLE, GO W ON
 JA2000'LOCUST STREET FOR 0.2 MILE TO CCC SIGN ON LEFT, TURN LEFT FOR TWO
 JA2000'BLOCKS AND THEN RIGHT FOR ONE BLOCK TO STATION.
 JA2000'
 JA2000'NOTE-64-FOOT TOWER NEEDED.
 JA2000'
 JA2000'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JA2000
 JA2000                          STATION RECOVERY (1943)
 JA2000
 JA2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WFB)
 JA2000'BEFORE THE ERECTION OF A NEW STRUCTURE, THE AZIMUTH MARK WAS REMOVED.
 JA2000'IT WAS RESET IN THE NEW STRUCTURE ON THE ORIGINAL LINE TO THE STATION
 JA2000'AND IS NOW LOCATED IN THE SIDEWALK AT THE BASE OF THE HANDRAIL IN THE
 JA2000'NEW STRUCTURE.  IT IS IN THE SAME HORIZONTAL LOCATION AS PREVIOUSLY.
 JA2000'
 JA2000'IT IS ON STATE HIGHWAY 62, 0.5 MILE W OF BOONVILLE.  STAMPED HART
 JA2000'1934.
 JA2000
 JA2000                          STATION RECOVERY (1945)
 JA2000
 JA2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA2000'STATION WAS RECOVERED AS DESCRIBED BY M A H IN 1934 AND ALL MARKS WERE
 JA2000'FOUND IN EXCELLENT CONDITION.  THE DISTANCES TO REFERENCE MARKS WERE
 JA2000'CHECKED AND FOUND CORRECT.  A COMPLETE DESCRIPTION FOLLOWS-
 JA2000'
 JA2000'STATION IS LOCATED IN THE SW PART OF BOONVILLE, AT THE NW CORNER OF
 JA2000'WEST ELM AND SOUTH PINE STREETS, ON PROPERTY OF ROY HART.  IT IS 55
 JA2000'FEET NW OF THE MORE W OF TWO BRICK POSTS AT THE ENTRANCE TO A CCC
 JA2000'CAMP, 16 FEET S OF A FENCE CORNER, AND 19 FEET N OF THE NE CORNER OF
 JA2000'THE HOME OF L A BLACKFORD.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JA2000'GROUND AND THE DISK IS STAMPED HART 1934.
 JA2000'
 JA2000'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 JA2000'CONCRETE.
 JA2000'
 JA2000'REFERENCE MARK 1 IS 79.18 FEET SE OF THE STATION, AT THE N EDGE OF THE
 JA2000'CCC CAMP, AND 2 FEET N OF A HEDGEROW.  THE MARK PROJECTS 5 INCHES
 JA2000'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HART NO 1
 JA2000'1934.
 JA2000'
 JA2000'REFERENCE MARK 2 IS 77.21 FEET NNE OF THE STATION, ON THE E SIDE OF A
 JA2000'N-S STREET, AND 32 FEET E OF THE W RIGHT-OF-WAY FENCE LINE.  THE MARK
 JA2000'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 JA2000'STAMPED HART NO 2 1934.
 JA2000'
 JA2000'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF THE STATION, IN THE
 JA2000'CONCRETE WALK, AT THE N SIDE OF THE SECOND CONCRETE BRIDGE W OF
 JA2000'BOONVILLE, ON STATE HIGHWAY 62.  IT IS 63 FEET E OF THE W END OF THE
 JA2000'BRIDGE AND 9 FEET W OF THE E END.  THE DISK IS FLUSH AND IS STAMPED
 JA2000'HART 1934.
 JA2000'
 JA2000'TO REACH THE STATION FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 JA2000'BOONVILLE, GO W ON LOCUST STREET FOR 0.2 MILE, TURN LEFT FOR TWO
 JA2000'BLOCKS, THEN RIGHT FOR ONE BLOCK TO THE STATION AS DESCRIBED.
 JA2000'
 JA2000'TO REACH THE AZIMUTH MARK, CONTINUE W ON LOCUST STREET TO ITS JUNCTION
 JA2000'WITH STATE HIGHWAY 62.  THEN CONTINUE W ON STATE HIGHWAY 62 TO THE
 JA2000'SECOND CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
 JA2000'
 JA2000'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1821 ***********************************************************************
 MD1821  DESIGNATION -  HARTE
 MD1821  PID         -  MD1821
 MD1821  STATE/COUNTY-  IN/DE KALB
 MD1821  COUNTRY     -  US
 MD1821  USGS QUAD   -  HICKSVILLE (2016)
 MD1821
 MD1821                         *CURRENT SURVEY CONTROL
 MD1821  ______________________________________________________________________
 MD1821* NAD 83(1997) POSITION- 41 17 04.99128(N) 084 50 51.93460(W)   ADJUSTED
 MD1821* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 MD1821  ______________________________________________________________________
 MD1821  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 MD1821  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 MD1821  HORZ ORDER      -  SECOND
 MD1821
 MD1821.The horizontal coordinates were established by classical geodetic methods
 MD1821.and adjusted by the National Geodetic Survey in May 1999.
 MD1821
 MD1821.The orthometric height was scaled from a topographic map.
 MD1821
 MD1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1821.GEOID18 height accuracy estimate available here.
 MD1821
 MD1821.Click photographs - Photos may exist for this station.
 MD1821
 MD1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1821
 MD1821. The following values were computed from the NAD 83(1997) position.
 MD1821
 MD1821;                    North         East     Units Scale Factor Converg.
 MD1821;SPC IN E     -   670,500.641   168,599.576   MT  1.00002456   +0 32 25.2
 MD1821;SPC IN E     - 2,199,800.85    553,147.11   sFT  1.00002456   +0 32 25.2
 MD1821;SPC OH N     -   182,326.150   403,357.585   MT  0.99994629   -1 32 32.5
 MD1821;SPC OH N     -   598,181.71  1,323,349.01   sFT  0.99994629   -1 32 32.5
 MD1821;UTM  16      - 4,572,598.482   680,231.121   MT  0.99999978   +1 25 13.6
 MD1821
 MD1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1821!SPC IN E     -   0.99996464  x   1.00002456  =   0.99998919
 MD1821!SPC OH N     -   0.99996464  x   0.99994629  =   0.99991093
 MD1821!UTM  16      -   0.99996464  x   0.99999978  =   0.99996442
 MD1821
 MD1821:                Primary Azimuth Mark                     Grid Az
 MD1821:SPC IN E     -  HARTE AZ MK                              089 46 28.4
 MD1821:SPC OH N     -  HARTE AZ MK                              091 51 26.1
 MD1821:UTM  16      -  HARTE AZ MK                              088 53 40.0
 MD1821
 MD1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8023172598(NAD 83)
 MD1821
 MD1821|---------------------------------------------------------------------|
 MD1821| PID    Reference Object                     Distance      Geod. Az  |
 MD1821|                                                           dddmmss.s |
 MD1821| MD1817 HICKSVILLE MUNICIPAL TANK           APPROX. 7.1 KM 0822622.9 |
 MD1821| CE6696 HARTE AZ MK                                        0901853.6 |
 MD1821| CE6698 HARTE RM 2                           44.073 METERS 10920     |
 MD1821| CE6697 HARTE RM 1                           48.332 METERS 35930     |
 MD1821|---------------------------------------------------------------------|
 MD1821
 MD1821                          SUPERSEDED SURVEY CONTROL
 MD1821
 MD1821  NAD 83(1995)-  41 17 04.99122(N)    084 50 51.93476(W) AD(       ) 2
 MD1821  NAD 83(1994)-  41 17 04.99206(N)    084 50 51.94918(W) AD(       ) 2
 MD1821  NAD 83(1986)-  41 17 04.99249(N)    084 50 51.95065(W) AD(       ) 2
 MD1821  NAD 27      -  41 17 04.81080(N)    084 50 52.08790(W) AD(       ) 2
 MD1821
 MD1821.Superseded values are not recommended for survey control.
 MD1821
 MD1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1821.See file dsdata.pdf to determine how the superseded data were derived.
 MD1821
 MD1821_MARKER: DS = TRIANGULATION STATION DISK
 MD1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1821_STAMPING: HARTE 1947
 MD1821_MARK LOGO: CGS
 MD1821_PROJECTION: FLUSH
 MD1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1821+STABILITY: SURFACE MOTION
 MD1821
 MD1821  HISTORY     - Date     Condition        Report By
 MD1821  HISTORY     - 1947     MONUMENTED       CGS
 MD1821  HISTORY     - 1960     GOOD             CGS
 MD1821
 MD1821                          STATION DESCRIPTION
 MD1821
 MD1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1821'STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF ST. JOE IN THE
 MD1821'NORTHEAST ANGLE OF A GRAVEL CROSSROAD AND ON LAND OWNED BY JAMES A.
 MD1821'HART.  IT IS 75 FEET NORTHEAST OF INTERSECTION OF THE TWO ROADS, 72
 MD1821'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 23 FEET EAST OF THE
 MD1821'NORTH-SOUTH ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 MD1821'FLUSH AND THE DISK IS STAMPED HARTE 1947.
 MD1821'
 MD1821'REFERENCE MARK NO. 1 IS 158.57 FEET NORTH OF THE STATION.  IT IS 70
 MD1821'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. HARTS HOUSE, 23 FEET
 MD1821'EAST OF THE CENTER OF THE ROAD AND 2 FEET SOUTH OF A TELEPHONE POLE.
 MD1821'THE MARK IS FLUSH AND THE DISK IS STAMPED HARTE NO 1 1947.
 MD1821'
 MD1821'REFERENCE MARK NO. 2 IS 144.60 FEET EAST OF THE STATION.  IT IS 19
 MD1821'FEET NORTH OF THE CENTER OF THE ROAD AND ONE FOOT WEST OF A FENCE
 MD1821'CORNER.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 MD1821'HARTE NO 2 1947.
 MD1821'
 MD1821'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION ON THE NORTH SIDE OF THE
 MD1821'ROAD.  IT IS 21 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET NORTHWEST
 MD1821'OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE CORNER.  THE MARK
 MD1821'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARTE 1947.
 MD1821'
 MD1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND THE
 MD1821'RAILROAD TRACKS IN ST. JOE GO SOUTH ON HIGHWAY 1 FOR 1.65 MILES TO A
 MD1821'CROSSROAD, TURN LEFT AND GO EAST FOR 3 MILES TO A CROSSROAD, TURN
 MD1821'RIGHT AND GO SOUTH ONE MILE TO A CROSSROAD AND STATION AS DESCRIBED.
 MD1821'TURN LEFT AND GO EAST 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MD1821'
 MD1821'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1821
 MD1821                          STATION RECOVERY (1960)
 MD1821
 MD1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1821'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1821'DESCRIBED.
 MD1821'
 MD1821'ABOUT 1.3 MILES S ALONG NO. 1 INDIANA HIGHWAY FROM THE RAILROAD
 MD1821'CROSSING IN ST. JOE, THENCE DUE E ON PAVED ROAD 3.0 MILES AND TURN
 MD1821'RIGHT, THENCE S 1.0 MILES TO CROSSROADS AND STATION ON LEFT, 72 FEET N
 MD1821'OF CENTER LINE OF PAVED ROAD, 23 FEET E OF CENTER LINE OF GRAVEL ROAD,
 MD1821'2.2 FEET N OF STEEL WITNESS POST, STANDARD DISKS ARE STAMPED HARTE
 MD1821'1947 AND SET IN 1A AND 7A MARKS, THE UPPER ONE FLUSH WITH THE GROUND.
 MD1821'
 MD1821'REFERENCE STAMPED HARTE NO 1 1947, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1821'158.57 FEET OR 48.332 METERS N IN AZIMUTH 179 DEG 30 MIN FROM STATION,
 MD1821'70 FEET SW OF SW CORNER OF A HOUSE, 23 FEET E OF CENTER LINE OF ROAD,
 MD1821'AND 2 FEET S OF A CREOSOTED TELEPHONE/POWER POLE.
 MD1821'
 MD1821'REFERENCE STAMPED HARTE NO 2 1947, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1821'144.60 FEET OR 44.074 METERS ESE IN AZIMUTH 289 DEG 20 MIN FROM
 MD1821'STATION, 19 FEET N OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, AND 1.8
 MD1821'FEET W OF STEEL WITNESS POST.
 MD1821'
 MD1821'AZIMUTH STAMPED HARTE 1947 AZI., NOTE 11A, PROJECTS 0.3 FOOT, IS ABOUT
 MD1821'0.3 MILE E OF STATION, 21 FEET N OF CENTER LINE OF ROAD, AND 2 FEET W
 MD1821'OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1075 ***********************************************************************
 LA1075  DESIGNATION -  HARTFORD
 LA1075  PID         -  LA1075
 LA1075  STATE/COUNTY-  IN/BLACKFORD
 LA1075  COUNTRY     -  US
 LA1075  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1075
 LA1075                         *CURRENT SURVEY CONTROL
 LA1075  ______________________________________________________________________
 LA1075* NAD 83(1997) POSITION- 40 27 05.24070(N) 085 22 05.85712(W)   ADJUSTED
 LA1075* NAVD 88 ORTHO HEIGHT -   280.350 (meters)      919.78  (feet) ADJUSTED
 LA1075  ______________________________________________________________________
 LA1075  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 LA1075  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 LA1075  DYNAMIC HEIGHT  -        280.207 (meters)      919.31  (feet) COMP
 LA1075  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LA1075
 LA1075  HORZ ORDER      -  SECOND
 LA1075  VERT ORDER      -  SECOND    CLASS 0
 LA1075
 LA1075.The horizontal coordinates were established by classical geodetic methods
 LA1075.and adjusted by the National Geodetic Survey in May 1999.
 LA1075
 LA1075.The orthometric height was determined by differential leveling and
 LA1075.adjusted by the NATIONAL GEODETIC SURVEY
 LA1075.in June 1991.
 LA1075
 LA1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1075.GEOID18 height accuracy estimate available here.
 LA1075
 LA1075.Click photographs - Photos may exist for this station.
 LA1075
 LA1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1075
 LA1075.The dynamic height is computed by dividing the NAVD 88
 LA1075.geopotential number by the normal gravity value computed on the
 LA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1075.degrees latitude (g = 980.6199 gals.).
 LA1075
 LA1075.The modeled gravity was interpolated from observed gravity values.
 LA1075
 LA1075. The following values were computed from the NAD 83(1997) position.
 LA1075
 LA1075;                    North         East     Units Scale Factor Converg.
 LA1075;SPC IN E     -   577,687.907   125,309.811   MT  0.99997455   +0 11 36.9
 LA1075;SPC IN E     - 1,895,297.74    411,120.60   sFT  0.99997455   +0 11 36.9
 LA1075;UTM  16      - 4,479,144.812   638,363.380   MT  0.99983566   +1 03 31.8
 LA1075
 LA1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1075!SPC IN E     -   0.99996137  x   0.99997455  =   0.99993592
 LA1075!UTM  16      -   0.99996137  x   0.99983566  =   0.99979703
 LA1075
 LA1075:                Primary Azimuth Mark                     Grid Az
 LA1075:SPC IN E     -  ASBUR                                    358 31 05.8
 LA1075:UTM  16      -  ASBUR                                    357 39 10.9
 LA1075
 LA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3836379144(NAD 83)
 LA1075
 LA1075|---------------------------------------------------------------------|
 LA1075| PID    Reference Object                     Distance      Geod. Az  |
 LA1075|                                                           dddmmss.s |
 LA1075| LA1076 HARTFORD RM 1                        63.734 METERS 00404     |
 LA1075| LA2093 HARTFORD CITY CO CTHSE STEEPLE       26.139 METERS 05340     |
 LA1075| LA1077 HARTFORD RM 2                        47.259 METERS 09452     |
 LA1075| CC9311 HARTFORD AZ MK                                     0963513.0 |
 LA1075| LA2069 DUNKIRK MUNICIPAL TANK              APPROX.15.7 KM 1212321.1 |
 LA1075| LA2061 REDKEY MUNICIPAL TANK               APPROX.21.5 KM 1213525.3 |
 LA1075| LA2060 DUNKIRK HART GLASS CO TANK          APPROX.16.7 KM 1215052.8 |
 LA1075| LA2058 DUNKIRK HART GLASS CO STACK         APPROX.16.8 KM 1215402.3 |
 LA1075| LA2095 HARTFORD CITY AMER WINDOW STK       APPROX. 1.6 KM 1672639.6 |
 LA1075| LA2097 EATON MUNICIPAL TANK                APPROX.12.2 KM 1744004.9 |
 LA1075| LA2102 HARTFORD CITY SNEATH GLASS TK       APPROX. 0.9 KM 2782237.3 |
 LA1075| LA2101 UPLAND MUNICIPAL TANK               APPROX.11.2 KM 2835326.0 |
 LA1075| LA2029 ASBUR                               APPROX.14.2 KM 3584242.7 |
 LA1075|---------------------------------------------------------------------|
 LA1075
 LA1075                          SUPERSEDED SURVEY CONTROL
 LA1075
 LA1075  NAD 83(1995)-  40 27 05.24330(N)    085 22 05.86656(W) AD(       ) 2
 LA1075  NAD 83(1986)-  40 27 05.24316(N)    085 22 05.87045(W) AD(       ) 2
 LA1075  NAD 27      -  40 27 05.09440(N)    085 22 05.97630(W) AD(       ) 2
 LA1075  NGVD 29 (??/??/92)  280.484  (m)          920.22   (f) ADJ UNCH    2 0
 LA1075  NGVD 29             280.48   (m)          920.2    (f) LEVELING    3  
 LA1075
 LA1075.Superseded values are not recommended for survey control.
 LA1075
 LA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1075.See file dsdata.pdf to determine how the superseded data were derived.
 LA1075
 LA1075_MARKER: DS = TRIANGULATION STATION DISK
 LA1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1075_STAMPING: HARTFORD 1934
 LA1075_MARK LOGO: CGS
 LA1075_PROJECTION: FLUSH
 LA1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1075+STABILITY: SURFACE MOTION
 LA1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1075+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 LA1075
 LA1075  HISTORY     - Date     Condition        Report By
 LA1075  HISTORY     - 1934     MONUMENTED       CGS
 LA1075  HISTORY     - 1947     GOOD             CGS
 LA1075  HISTORY     - 1955     GOOD             CGS
 LA1075  HISTORY     - 20140918 GOOD             INDNR
 LA1075
 LA1075                          STATION DESCRIPTION
 LA1075
 LA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1075'IN THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE AT THE NORTHEAST
 LA1075'CORNER OF THE INTERSECTION OF WASHINGTON AND I STREETS, IN HARTFORD
 LA1075'CITY, 25 FEET NORTH OF THE CURBING ON THE NORTH SIDE OF WASHINGTON
 LA1075'STREET, 26 FEET EAST OF THE CURBING ON THE EAST SIDE OF I STREET, 69
 LA1075'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLACKFORD COUNTY
 LA1075'COURTHOUSE, ON THE SOUTHWEST SIDE OF THE BLACKFORD COUNTY MEMORIAL
 LA1075'(GRANITE MONUMENT) TO ITS REVOLUTIONARY WAR HEROES, 18 FEET NORTHEAST
 LA1075'OF THE CORNER LAMP-POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LA1075'GROUND.
 LA1075'
 LA1075'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LA1075'SET IN CONCRETE.
 LA1075'
 LA1075'REFERENCE MARK NO. 1 IS 209.17 FEET NORTH OF STATION, ON THE NORTH
 LA1075'SIDE OF COURTHOUSE SQUARE, 1 FOOT SOUTH OF SIDEWALK ON THE SOUTH SIDE
 LA1075'OF MAIN STREET, 42 FEET EAST OF THE EAST CURBING ON I STREET, AND IS
 LA1075'FLUSH WITH THE SURFACE.
 LA1075'
 LA1075'REFERENCE MARK NO. 2 IS 155.14 FEET EAST OF STATION, ON COURTHOUSE
 LA1075'SQUARE, AT THE NORTH EDGE OF SIDEWALK ON THE NORTH SIDE OF WASHINGTON
 LA1075'STREET, 66 FEET WEST OF CURBING ON THE WEST SIDE OF JEFFERSON STREET,
 LA1075'AND 20 FEET EAST OF LAMP-POST, AND FLUSH WITH THE SURFACE.
 LA1075'
 LA1075'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF STATION.  IT IS A
 LA1075'STANDARD DISK SET IN THE CURBING ON THE SOUTHEAST CORNER OF THE
 LA1075'INTERSECTION OF WASHINGTON STREET AND AN ALLEY (NORTH-SOUTH) THAT IS
 LA1075'HALF WAY BETWEEN MONROE STREET AND MULBERRY STREET.
 LA1075'
 LA1075'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LA1075
 LA1075                          STATION RECOVERY (1947)
 LA1075
 LA1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1075'AT HARTFORD CITY.
 LA1075'AT HARTFORD CITY, IN THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN,
 LA1075'69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURT HOUSE, 18.5
 LA1075'FEET NORTHEAST OF A LAMP POST AT THE SOUTHWEST CORNER OF THE LAWN,
 LA1075'1.6 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A MONUMENT TO THE
 LA1075'DAUGHTERS OF AMERICAN REVOLUTION, AND SET IN THE TOP OF A CONCRETE
 LA1075'POST FLUSH WITH THE GROUND.
 LA1075
 LA1075                          STATION RECOVERY (1955)
 LA1075
 LA1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1075'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 LA1075'CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT TO BOTH
 LA1075'REFERENCE MARKS.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 LA1075
 LA1075                          STATION RECOVERY (2014)
 LA1075
 LA1075'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (BC)
 LA1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1074 ***********************************************************************
 LA1074  DESIGNATION -  HARTFORD CITY
 LA1074  PID         -  LA1074
 LA1074  STATE/COUNTY-  IN/BLACKFORD
 LA1074  COUNTRY     -  US
 LA1074  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1074
 LA1074                         *CURRENT SURVEY CONTROL
 LA1074  ______________________________________________________________________
 LA1074* NAD 83(1986) POSITION- 40 27 03.     (N) 085 22 14.     (W)   SCALED
 LA1074* NAVD 88 ORTHO HEIGHT -   280.978 (meters)      921.84  (feet) ADJUSTED
 LA1074  ______________________________________________________________________
 LA1074  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 LA1074  DYNAMIC HEIGHT  -        280.835 (meters)      921.37  (feet) COMP
 LA1074  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 LA1074
 LA1074  VERT ORDER      -  SECOND    CLASS 0
 LA1074
 LA1074.The horizontal coordinates were scaled from a map and have
 LA1074.an estimated accuracy of +/- 6 seconds.
 LA1074
 LA1074.The orthometric height was determined by differential leveling and
 LA1074.adjusted by the NATIONAL GEODETIC SURVEY
 LA1074.in June 1991.
 LA1074
 LA1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1074.GEOID18 height accuracy estimate available here.
 LA1074
 LA1074.Click photographs - Photos may exist for this station.
 LA1074
 LA1074.The dynamic height is computed by dividing the NAVD 88
 LA1074.geopotential number by the normal gravity value computed on the
 LA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1074.degrees latitude (g = 980.6199 gals.).
 LA1074
 LA1074.The modeled gravity was interpolated from observed gravity values.
 LA1074
 LA1074;                    North         East    Units  Estimated Accuracy
 LA1074;SPC IN E     -   577,620.      125,120.      MT  (+/- 180 meters Scaled)
 LA1074
 LA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381790(NAD 83)
 LA1074
 LA1074                          SUPERSEDED SURVEY CONTROL
 LA1074
 LA1074  NGVD 29 (??/??/92)  281.112  (m)          922.28   (f) ADJ UNCH    2 0
 LA1074
 LA1074.Superseded values are not recommended for survey control.
 LA1074
 LA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1074.See file dsdata.pdf to determine how the superseded data were derived.
 LA1074
 LA1074_MARKER: DB = BENCH MARK DISK
 LA1074_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LA1074_SP_SET: BUILDING WALL
 LA1074_STAMPING: HARTFORD CITY 1934
 LA1074_MARK LOGO: CGS
 LA1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA1074+STABILITY: POSITION/ELEVATION WELL
 LA1074
 LA1074  HISTORY     - Date     Condition        Report By
 LA1074  HISTORY     - 1934     MONUMENTED       CGS
 LA1074  HISTORY     - 1947     GOOD             CGS
 LA1074
 LA1074                          STATION DESCRIPTION
 LA1074
 LA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1074'AT HARTFORD CITY.
 LA1074'AT HARTFORD CITY, SET VERTICALLY IN THE NORTH FACE OF THE BRICK WALL
 LA1074'AT THE CITY HALL, 1.1 FEET WEST OF THE NORTHEAST CORNER, 20 FEET
 LA1074'SOUTH OF THE SOUTH CURB OF STATE HIGHWAY 22, AND 2.4 FEET ABOVE
 LA1074'THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2093 ***********************************************************************
 LA2093  DESIGNATION -  HARTFORD CITY CO CTHSE STEEPLE
 LA2093  PID         -  LA2093
 LA2093  STATE/COUNTY-  IN/BLACKFORD
 LA2093  COUNTRY     -  US
 LA2093  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA2093
 LA2093                         *CURRENT SURVEY CONTROL
 LA2093  ______________________________________________________________________
 LA2093* NAD 83(1997) POSITION- 40 27 05.74282(N) 085 22 04.96352(W)   ADJUSTED
 LA2093  ______________________________________________________________________
 LA2093  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 LA2093  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 LA2093  HORZ ORDER      -  THIRD
 LA2093
 LA2093.The horizontal coordinates were established by classical geodetic methods
 LA2093.and adjusted by the National Geodetic Survey in May 1999.
 LA2093
 LA2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2093.GEOID18 height accuracy estimate available here.
 LA2093
 LA2093.Click photographs - Photos may exist for this station.
 LA2093
 LA2093.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2093
 LA2093. The following values were computed from the NAD 83(1997) position.
 LA2093
 LA2093;                    North         East     Units Scale Factor Converg.
 LA2093;SPC IN E     -   577,703.466   125,330.814   MT  0.99997456   +0 11 37.5
 LA2093;SPC IN E     - 1,895,348.79    411,189.51   sFT  0.99997456   +0 11 37.5
 LA2093;UTM  16      - 4,479,160.684   638,384.143   MT  0.99983573   +1 03 32.4
 LA2093
 LA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3838479160(NAD 83)
 LA2093
 LA2093                          SUPERSEDED SURVEY CONTROL
 LA2093
 LA2093  NAD 83(1995)-  40 27 05.74628(N)    085 22 04.97143(W) AD(       ) 3
 LA2093  NAD 83(1986)-  40 27 05.74547(N)    085 22 04.97696(W) AD(       ) 3
 LA2093  NAD 27      -  40 27 05.60700(N)    085 22 05.06500(W) AD(       ) 3
 LA2093
 LA2093.Superseded values are not recommended for survey control.
 LA2093
 LA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2093.See file dsdata.pdf to determine how the superseded data were derived.
 LA2093
 LA2093_MARKER: 82 = FINIAL
 LA2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2093+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 LA2093
 LA2093  HISTORY     - Date     Condition        Report By
 LA2093  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2093  HISTORY     - 1955     GOOD             CGS
 LA2093  HISTORY     - 20030706 GOOD             GEOCAC
 LA2093
 LA2093                          STATION DESCRIPTION
 LA2093
 LA2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2093'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2093
 LA2093                          STATION RECOVERY (2003)
 LA2093
 LA2093'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1076 ***********************************************************************
 LA1076  DESIGNATION -  HARTFORD RM 1
 LA1076  PID         -  LA1076
 LA1076  STATE/COUNTY-  IN/BLACKFORD
 LA1076  COUNTRY     -  US
 LA1076  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1076
 LA1076                         *CURRENT SURVEY CONTROL
 LA1076  ______________________________________________________________________
 LA1076* NAD 83(1986) POSITION- 40 27 07.30   (N) 085 22 05.67   (W)   HD_HELD1
 LA1076* NAVD 88 ORTHO HEIGHT -   280.073 (meters)      918.87  (feet) ADJUSTED
 LA1076  ______________________________________________________________________
 LA1076  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 LA1076  DYNAMIC HEIGHT  -        279.931 (meters)      918.41  (feet) COMP
 LA1076  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LA1076
 LA1076  VERT ORDER      -  SECOND    CLASS 0
 LA1076
 LA1076.The horizontal coordinates were determined by differentially corrected
 LA1076.hand held GPS observations or other comparable positioning techniques
 LA1076.and have an estimated accuracy of +/- 3 meters.
 LA1076
 LA1076.The orthometric height was determined by differential leveling and
 LA1076.adjusted by the NATIONAL GEODETIC SURVEY
 LA1076.in June 1991.
 LA1076
 LA1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1076.GEOID18 height accuracy estimate available here.
 LA1076
 LA1076.Click photographs - Photos may exist for this station.
 LA1076
 LA1076.The dynamic height is computed by dividing the NAVD 88
 LA1076.geopotential number by the normal gravity value computed on the
 LA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1076.degrees latitude (g = 980.6199 gals.).
 LA1076
 LA1076.The modeled gravity was interpolated from observed gravity values.
 LA1076
 LA1076;                    North         East    Units  Estimated Accuracy
 LA1076;SPC IN E     -   577,751.4     125,314.0     MT  (+/- 3 meters HH1 GPS) 
 LA1076
 LA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3836679208(NAD 83)
 LA1076
 LA1076                          SUPERSEDED SURVEY CONTROL
 LA1076
 LA1076  NGVD 29 (??/??/92)  280.207  (m)          919.31   (f) ADJ UNCH    2 0
 LA1076
 LA1076.Superseded values are not recommended for survey control.
 LA1076
 LA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1076.See file dsdata.pdf to determine how the superseded data were derived.
 LA1076
 LA1076_MARKER: DR = REFERENCE MARK DISK
 LA1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1076_STAMPING: HARTFORD NO 1 1934
 LA1076_MARK LOGO: CGS
 LA1076_PROJECTION: FLUSH
 LA1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1076+STABILITY: SURFACE MOTION
 LA1076
 LA1076  HISTORY     - Date     Condition        Report By
 LA1076  HISTORY     - 1934     MONUMENTED       CGS
 LA1076  HISTORY     - 1947     GOOD             CGS
 LA1076
 LA1076                          STATION DESCRIPTION
 LA1076
 LA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1076'AT HARTFORD CITY.
 LA1076'AT HARTFORD CITY, IN THE NORTHWEST CORNER OF THE COURT HOUSE LAWN,
 LA1076'69 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COURT HOUSE, 28
 LA1076'FEET EAST OF THE LAMP POST AT THE NORTHWEST CORNER OF THE LAWN,
 LA1076'1 FOOT SOUTH OF THE NORTH CURB OF THE LAWN, 1 FOOT ABOVE THE SIDE
 LA1076'WALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1077 ***********************************************************************
 LA1077  DESIGNATION -  HARTFORD RM 2
 LA1077  PID         -  LA1077
 LA1077  STATE/COUNTY-  IN/BLACKFORD
 LA1077  COUNTRY     -  US
 LA1077  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1077
 LA1077                         *CURRENT SURVEY CONTROL
 LA1077  ______________________________________________________________________
 LA1077* NAD 83(1986) POSITION- 40 27 05.11   (N) 085 22 03.86   (W)   HD_HELD1
 LA1077* NAVD 88 ORTHO HEIGHT -   279.935 (meters)      918.42  (feet) ADJUSTED
 LA1077  ______________________________________________________________________
 LA1077  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LA1077  DYNAMIC HEIGHT  -        279.793 (meters)      917.95  (feet) COMP
 LA1077  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 LA1077
 LA1077  VERT ORDER      -  SECOND    CLASS 0
 LA1077
 LA1077.The horizontal coordinates were determined by differentially corrected
 LA1077.hand held GPS observations or other comparable positioning techniques
 LA1077.and have an estimated accuracy of +/- 3 meters.
 LA1077
 LA1077.The orthometric height was determined by differential leveling and
 LA1077.adjusted by the NATIONAL GEODETIC SURVEY
 LA1077.in June 1991.
 LA1077
 LA1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1077.GEOID18 height accuracy estimate available here.
 LA1077
 LA1077.Click photographs - Photos may exist for this station.
 LA1077
 LA1077.The dynamic height is computed by dividing the NAVD 88
 LA1077.geopotential number by the normal gravity value computed on the
 LA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1077.degrees latitude (g = 980.6199 gals.).
 LA1077
 LA1077.The modeled gravity was interpolated from observed gravity values.
 LA1077
 LA1077;                    North         East    Units  Estimated Accuracy
 LA1077;SPC IN E     -   577,684.0     125,356.9     MT  (+/- 3 meters HH1 GPS) 
 LA1077
 LA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3841079141(NAD 83)
 LA1077
 LA1077                          SUPERSEDED SURVEY CONTROL
 LA1077
 LA1077  NGVD 29 (??/??/92)  280.069  (m)          918.86   (f) ADJ UNCH    2 0
 LA1077
 LA1077.Superseded values are not recommended for survey control.
 LA1077
 LA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1077.See file dsdata.pdf to determine how the superseded data were derived.
 LA1077
 LA1077_MARKER: DR = REFERENCE MARK DISK
 LA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1077_STAMPING: HARTFORD NO 2 1934
 LA1077_MARK LOGO: CGS
 LA1077_PROJECTION: FLUSH
 LA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1077+STABILITY: SURFACE MOTION
 LA1077
 LA1077  HISTORY     - Date     Condition        Report By
 LA1077  HISTORY     - 1934     MONUMENTED       CGS
 LA1077  HISTORY     - 1947     GOOD             CGS
 LA1077
 LA1077                          STATION DESCRIPTION
 LA1077
 LA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1077'AT HARTFORD CITY.
 LA1077'AT HARTFORD CITY, IN THE SOUTHEAST CORNER OF THE COURT HOUSE LAWN,
 LA1077'57 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURT HOUSE,
 LA1077'52 FEET WEST OF THE LAMP POST AT THE SOUTHEAST CORNER OF THE LAWN,
 LA1077'33 FEET SOUTHWEST OF THE FLAG POLE, 1 FOOT NORTH OF THE SOUTH CURB
 LA1077'OF THE LAWN, 1 FOOT ABOVE THE SIDE WALK AND SET IN THE TOP OF A
 LA1077'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1972 ***********************************************************************
 JA1972  DESIGNATION -  HARTWELL LOOKOUT TOWER
 JA1972  PID         -  JA1972
 JA1972  STATE/COUNTY-  IN/PIKE
 JA1972  COUNTRY     -  US
 JA1972  USGS QUAD   -  AUGUSTA (2019)
 JA1972
 JA1972                         *CURRENT SURVEY CONTROL
 JA1972  ______________________________________________________________________
 JA1972* NAD 83(1997) POSITION- 38 20 59.23108(N) 087 09 26.54005(W)   ADJUSTED
 JA1972  ______________________________________________________________________
 JA1972  GEOID HEIGHT    -        -31.996 (meters)                     GEOID18
 JA1972  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 JA1972  HORZ ORDER      -  THIRD
 JA1972
 JA1972.The horizontal coordinates were established by classical geodetic methods
 JA1972.and adjusted by the National Geodetic Survey in May 1999.
 JA1972
 JA1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1972.GEOID18 height accuracy estimate available here.
 JA1972
 JA1972.Click photographs - Photos may exist for this station.
 JA1972
 JA1972.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1972
 JA1972. The following values were computed from the NAD 83(1997) position.
 JA1972
 JA1972;                    North         East     Units Scale Factor Converg.
 JA1972;SPC IN W     -   344,321.545   893,528.206   MT  0.99996718   -0 02 45.4
 JA1972;SPC IN W     - 1,129,661.60  2,931,517.12   sFT  0.99996718   -0 02 45.4
 JA1972;UTM  16      - 4,244,637.425   486,249.020   MT  0.99960233   -0 05 51.5
 JA1972
 JA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8624944637(NAD 83)
 JA1972
 JA1972                          SUPERSEDED SURVEY CONTROL
 JA1972
 JA1972  NAD 83(1993)-  38 20 59.23494(N)    087 09 26.54156(W) AD(       ) 3
 JA1972  NAD 83(1986)-  38 20 59.23880(N)    087 09 26.54211(W) AD(       ) 3
 JA1972  NAD 27      -  38 20 59.06000(N)    087 09 26.52000(W) AD(       ) 3
 JA1972
 JA1972.Superseded values are not recommended for survey control.
 JA1972
 JA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1972.See file dsdata.pdf to determine how the superseded data were derived.
 JA1972
 JA1972_MARKER: 57 = LOOKOUT TOWER
 JA1972
 JA1972  HISTORY     - Date     Condition        Report By
 JA1972  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1972
 JA1972                          STATION DESCRIPTION
 JA1972
 JA1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1972'THE STATION IS THE APEX OF THE TOWER ROOF, LOCATED ON LAND OF THE
 JA1972'PIKE COUNTY STATE FOREST
 JA1972'WHICH LIES SEVERAL MILES SOUTHEAST OF WINSLOW.  THE
 JA1972'TOWER IS OF FOUR LEG STEEL
 JA1972'CONSTRUCTION WITH A CABIN AT THE TOP.  IT
 JA1972'IS SILVER IN COLOR AND IS ABOUT 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2008 ***********************************************************************
 JA2008  DESIGNATION -  HARVEY
 JA2008  PID         -  JA2008
 JA2008  STATE/COUNTY-  IN/PIKE
 JA2008  COUNTRY     -  US
 JA2008  USGS QUAD   -  UNION (2019)
 JA2008
 JA2008                         *CURRENT SURVEY CONTROL
 JA2008  ______________________________________________________________________
 JA2008* NAD 83(1997) POSITION- 38 26 17.80760(N) 087 25 26.71427(W)   ADJUSTED
 JA2008* NAVD 88 ORTHO HEIGHT -   184.88  (+/-2cm)      606.6   (feet) VERTCON3
 JA2008  ______________________________________________________________________
 JA2008  GEOID HEIGHT    -        -31.753 (meters)                     GEOID18
 JA2008  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 JA2008  HORZ ORDER      -  FIRST
 JA2008  VERT ORDER      -  THIRD ? (See Below)
 JA2008
 JA2008.The horizontal coordinates were established by classical geodetic methods
 JA2008.and adjusted by the National Geodetic Survey in May 1999.
 JA2008
 JA2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2008
 JA2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2008.GEOID18 height accuracy estimate available here.
 JA2008
 JA2008.The vertical order pertains to the NGVD 29 superseded value.
 JA2008
 JA2008.Click photographs - Photos may exist for this station.
 JA2008
 JA2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2008
 JA2008. The following values were computed from the NAD 83(1997) position.
 JA2008
 JA2008;                    North         East     Units Scale Factor Converg.
 JA2008;SPC IN W     -   354,196.744   870,250.693   MT  0.99997756   -0 12 42.6
 JA2008;SPC IN W     - 1,162,060.48  2,855,147.48   sFT  0.99997756   -0 12 42.6
 JA2008;UTM  16      - 4,254,530.056   462,988.878   MT  0.99961687   -0 15 49.1
 JA2008
 JA2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2008!SPC IN W     -   0.99997597  x   0.99997756  =   0.99995353
 JA2008!UTM  16      -   0.99997597  x   0.99961687  =   0.99959285
 JA2008
 JA2008:                Primary Azimuth Mark                     Grid Az
 JA2008:SPC IN W     -  HARVEY AZ MK 2                           045 18 31.7
 JA2008:UTM  16      -  HARVEY AZ MK 2                           045 21 38.2
 JA2008
 JA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6298854530(NAD 83)
 JA2008
 JA2008|---------------------------------------------------------------------|
 JA2008| PID    Reference Object                     Distance      Geod. Az  |
 JA2008|                                                           dddmmss.s |
 JA2008| CG7987 HARVEY RM 1                          34.165 METERS 03229     |
 JA2008| CG7986 HARVEY AZ MK                                       0411917.4 |
 JA2008| AH9967 HARVEY AZ MK 2                                     0450549.1 |
 JA2008| CG7989 HARVEY RM 3                          29.047 METERS 04924     |
 JA2008| JA2006 FRANCISCO BRICK STACK               APPROX.13.3 KM 1944931.7 |
 JA2008| JA2010 HAZELTON TEL MICROWAVE KSN 89       APPROX. 7.3 KM 2773907.1 |
 JA2008| CG7988 HARVEY RM 2                          27.363 METERS 29247     |
 JA2008|---------------------------------------------------------------------|
 JA2008
 JA2008                          SUPERSEDED SURVEY CONTROL
 JA2008
 JA2008  NAD 83(1993)-  38 26 17.81515(N)    087 25 26.71381(W) AD(       ) 1
 JA2008  NAD 83(1986)-  38 26 17.81620(N)    087 25 26.71487(W) AD(       ) 1
 JA2008  NAD 27      -  38 26 17.64530(N)    087 25 26.64760(W) AD(       ) 1
 JA2008  NGVD 29             185.02   (m)          607.0    (f) LEVELING    3  
 JA2008
 JA2008.Superseded values are not recommended for survey control.
 JA2008
 JA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2008.See file dsdata.pdf to determine how the superseded data were derived.
 JA2008
 JA2008_MARKER: DS = TRIANGULATION STATION DISK
 JA2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2008_STAMPING: HARVEY 1934
 JA2008_MARK LOGO: CGS
 JA2008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JA2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2008+STABILITY: SURFACE MOTION
 JA2008
 JA2008  HISTORY     - Date     Condition        Report By
 JA2008  HISTORY     - 1934     MONUMENTED       CGS
 JA2008  HISTORY     - 1968     GOOD             CGS
 JA2008  HISTORY     - 19860321 GOOD             NGS
 JA2008
 JA2008                          STATION DESCRIPTION
 JA2008
 JA2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA2008'IN THE HIGHEST PART OF PASTURE LAND, ON PROPERTY OF MR CLATE HARVEY,
 JA2008'ABOUT 10 MILES NORTHEAST OF PRINCETON, 7 MILES EAST-SOUTHEAST OF
 JA2008'HAZELTON, AND 2.5 MILES NORTH-NORTHEAST OF BOVINE.
 JA2008'
 JA2008'TO REACH FROM THE COURTHOUSE SQUARE IN PRINCETON, GO NORTH ON U S
 JA2008'HIGHWAY 41 FOR 0.5 MILE TO ITS JUNCTION WITH STATE HIGHWAY 65, KEEP
 JA2008'STRAIGHT AHEAD ON HIGHWAY 65 AND FOLLOW 5.0 MILES TO CROSSROADS, TURN
 JA2008'RIGHT AND GO 4.0 MILES TO I.O.O.F. BUILDING IN BOVINE, CONTINUE AHEAD
 JA2008'0.3 MILE TO ROAD FORKS, TAKE LEFT FORK AND PROCEED 1.2 MILES TO
 JA2008'CROSSROADS, TURN RIGHT AND GO 1.3 MILE TO ANOTHER CORSSROADS, TURN
 JA2008'LEFT AND CONTINUE 0.7 MILE AND TURN LEFT THROUGH GATE AT TOP OF GRADE,
 JA2008'FOLLOW WINDING FARM-ROAD 0.2 MILE SOUTHWEST TO STATION.  THE STATION
 JA2008'IS LOCATED NEAR THE SOUTHERN END OF RIDGE, JUST NORTH OF A SMALL CLUMP
 JA2008'OF LOCUST TREES, 60 FEET NORTH-NORTHEAST OF WIRE FENCE RUNNING EAST
 JA2008'AND WEST, AND 10K FEET EAST-NORTHEAST OF FENCE CORNER.
 JA2008'
 JA2008'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA2008'DISKS SET IN CONCRETE.
 JA2008'
 JA2008'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF STATION ALONG THE TOP OF
 JA2008'RIDGE.
 JA2008'
 JA2008'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF STATION ON A NORTH-SOUTH
 JA2008'FENCE LINE.  REFERENCE MARK NO 2 IS 155 FEET SOUTHWEST OF REFERENCE
 JA2008'MARK NO 1.
 JA2008'
 JA2008'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST OF STATION, ON THE HIGHEST
 JA2008'PART OF FIELD, ABOUT 115 FEET SOUTHWEST OF WOODS LINE, AND 150 FEET
 JA2008'EAST-NORTHEAST OF POINT OF WOODS.
 JA2008'
 JA2008'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JA2008'
 JA2008'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA2008
 JA2008                          STATION RECOVERY (1968)
 JA2008
 JA2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2008'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION A
 JA2008'NEW AZIMUTH MARK AND REFERENCE MARK NUMBER 3 WERE ESTABLISHED AT THIS
 JA2008'TIME AS THE PROPERTY OWNER REQUESTED THE REMOVAL OF THE OLD AZIMUTH
 JA2008'MARK AND REFERENCE MARK NUMBER 1.
 JA2008'
 JA2008'THE DIRECTION TO REFERENCE MARK NUMBER 1 CHECKED BUT THE DISTANCE WAS
 JA2008'FOUND TO BE 0.13 FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  THE
 JA2008'DIRECTION TO REFERENCE MARK NUMBER 2 WAS FOUND TO BE 1 MINUTE AND 44
 JA2008'SECONDS LARGER AND THE DISTANCE WAS FOUND TO BE 0.11 FOOT SMALL THAN
 JA2008'THE PREVIOUS MEASUREMENT.  THE DIRECTION TO THE AZIMUTH MARK WAS FOUND
 JA2008'TO BE 6.9 SECONDS SMALLER THAN THE PREVIOUS OBSERVATIONS.
 JA2008'
 JA2008'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOW.
 JA2008'
 JA2008'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF PRINCETON, 8 MILES
 JA2008'SOUTHWEST OF PETERSBURG, 7 MILES NORTH OF FRANCISCO AND ON PROPERTY OF
 JA2008'THE CLATE HARVEY ESTATE.
 JA2008'
 JA2008'TO REACH THE STATION FROM THE POST OFFICE IN FRANCISCO, GO EAST ON
 JA2008'STATE HIGHWAY 64 FOR 2.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JA2008'NORTH ON A GRAVELED ROAD FOR 5.7 MILES TO A CROSSROAD IN OATSVILLE.
 JA2008'CONTINUE NORTH ON A PAVED AND GRAVELED ROAD FOR 1.55 MILES TO A
 JA2008'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.8 MILE TO A
 JA2008'CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.75 MILE TO A
 JA2008'FIELD ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ACROSS FIELD
 JA2008'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 JA2008'
 JA2008'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MOUNMENTS.
 JA2008'
 JA2008'STATION MARK, STAMPED HARVEY 1934 PROJECTS 2 INCHES.  IT IS 56 FEET
 JA2008'NORTH OF A FENCE, 14.5 FEET WEST OF AN 8-INCH TREE AND 10 FEET EAST OF
 JA2008'A TREE WITH A TRIANGLE BLAZED ON THE EAST SIDE.
 JA2008'
 JA2008'RM NO 1, STAMPED HARVEY NO 1 1934 PROJECTS 5 INCHES.  IT IS 45 FEET
 JA2008'WEST OF A TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE, 35 FEET NORTH
 JA2008'OF A METAL WITNESS POST AND 34 FEET NORTH OF A 12-INCH TREE.
 JA2008'
 JA2008'RM NO 2, STAMPED HARVEY NO 2 1934 PROJECTS 6 INCHES.  IT IS 1.6 FEET
 JA2008'SOUTHEAST OF METAL WITNESS POST, 1.5 FEET EAST OF A FENCE AND 1 FOOT
 JA2008'NORTHEAST OF A 10-INCH TREE.
 JA2008'
 JA2008'RM NO 3, STAMPED HARVEY NO 3 1934 1967 IS SET FLUSH WITH THE GROUND
 JA2008'SURFACE.  IT IS 11 FEET WEST OF A 12-INCH TREE, 10.5 FEET WEST OF A
 JA2008'TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND 1.4 FEET WEST OF A
 JA2008'METAL WITNESS POST.
 JA2008'
 JA2008'AZIMUTH MARK, STAMPED HARVEY AZI 1934 PROJECTS 12 INCHES.  IT IS 100
 JA2008'FEET SOUTHWEST OF A 3-FOOT TWIN TRUNK OAK TREE, 90 FEET WEST OF THE
 JA2008'CENTER OF A DIRT ROAD, 80 FEET WEST OF A 4-FOOT TWIN TRUNK OAK TREE
 JA2008'AND 75 FEET WEST OF A METAL WITNESS POST.
 JA2008'
 JA2008'AZIMUTH MARK 2, STAMPED HARVEY AZ 2 1934 1967 IS SET FLUSH WITH THE
 JA2008'GROUND SURFACE.  IT IS 21 FEET WEST OF THE CENTER OF DIRT ROAD, 11
 JA2008'FEET NORTHWEST OF A 4-FOOT TWIN TRUNK OAK TREE AND 1.3 FEET SOUTHWEST
 JA2008'OF A METAL WITNESS POST.
 JA2008'
 JA2008'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS THE
 JA2008'FIELD FOR 0.25 MILE TO THE EAST EDGE OF THE FIELD AND THE AZIMUTH MARK
 JA2008'AS DESCRIBED.
 JA2008'
 JA2008'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA2008
 JA2008                          STATION RECOVERY (1986)
 JA2008
 JA2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 JA2008'THE STATION MARK WAS FOUND LAYING IN FENCE LINE, REFERENCE MARK 2 WAS
 JA2008'FOUND LEANING OVER TO THE EAST, REFERENCE MARK 3 AND THE AZIMUTH MARK
 JA2008'2 WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE AND ANGLE TO
 JA2008'REFERENCE MARK 3 CHECKED THE 1968 DATA.  THE UNDERGROUND DISK WAS
 JA2008'FOUND TO BE 18 INCHES BELOW GROUND AND NOW IN A CULTIVATED FIELD SO NO
 JA2008'NEW SURFACE MONUMENT WAS ESTABLISHED AT THIS TIME.  THIS UNDERGROUND
 JA2008'MARK HAS THREE PIECE OF METAL REBAR LAYING ON TOP OF IT IN ORDER TO
 JA2008'HELP FIND WITH A METAL DETECTOR.  A NEW REFERENCE MARK 4 AND 5 WAS
 JA2008'ESTABLISHED AT THIS TIME AND BOTH REFERENCE MARK 2 AND 3 WAS DUG OUT
 JA2008'AND DESTROYED, TO GET THEM OUT OF THE MIDDLE OF THE CULTIVATED FIELD.
 JA2008'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK USING ELECTRONIC
 JA2008'DISTANCE MEASURING EQUIPMENT.  THE TO REACH FOR THIS STATION IS STILL
 JA2008'ADEQUATE.
 JA2008'
 JA2008'THE STATION IS LOCATE ABOUT 9-1/2 MILES NE OF PRINCETON, 8 MILES
 JA2008'(12.9 KM) SW OF PETERSBURG, 7 MILES (11.3 KM) N OF FRANCISCO AND ON
 JA2008'THE CLATE HARVEY ESTATE.  OWNERSHIP-- STILL IN THE HARVEY ESTATE,
 JA2008'CONTACT MRS SALLY MCCONNELL OF ROUTE 1, BOX 128, FRANCISCO, INDIANA.
 JA2008'
 JA2008'THE STATION IS A STANDARD, NGS, DISK STAMPED,---HARVEY 1934---, SET
 JA2008'INTO AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE GROUND SURFACE.
 JA2008'THE STATION IS LOCATED 18.288 METERS (60.000 FT) NORTH-NORTHEAST FROM
 JA2008'A 3 FOOT (0.9 M) DIAMETER TWIN-TRUNKED OAK TREE, AND 17.069 METERS
 JA2008'(56.001 FT) NORTH FROM AN EAST-WEST FENCE LINE.
 JA2008'
 JA2008'REFERENCE MARK NO 4, IS A STANDARD, NGS, DISK STAMPED,
 JA2008'---HARVEY 1934 NO 4 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 JA2008'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, PROJECTING, 3 INCHES, 9 CM
 JA2008'ABOVE THE GROUND.  THE STATION IS LOCATED 7.986 METERS (26.201 FT)
 JA2008'EAST FROM THE TWIN TRUNKED OAK TREE, 1.646 METERS (5.400 FT) NORTH
 JA2008'FROM THE FENCE AND 0.488 METERS (1.601 FT) NORTH FROM A CARSONITE
 JA2008'WITNESS POST, AND 0.6 METERS (2.0 FT) ABOVE THE STATION.
 JA2008'
 JA2008'REFERENCE MARK NO 5, IS A STANDARD, NGS, DISK STAMPED,
 JA2008'---HARVEY 1934 NO 5 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 JA2008'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, PROJECTING, 2 INCHES, 6 CM
 JA2008'ABOVE THE GROUND.  THE STATION IS LOCATED 6.401 METERS (21.001 FT)
 JA2008'WEST FROM THE TWIN-TRUNKED OAK TREE, 1.646 METERS (5.400 FT) NORTH
 JA2008'FROM THE FENCE AND 0.579 METERS (1.900 FT) NORTH FROM A CARSONITE
 JA2008'WITNESS POST, AND 0.6 METERS (2.0 FT) ABOVE THE STATION.
 JA2008'
 JA2008'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STMPED,
 JA2008'---HARVEY AZ 2 1934 1967---, SET INTO THE TOP OF A ROUND CONCRETE
 JA2008'MONUMENT, 14 INCHES (35 CM) IN DIAMETER, FLUSH, WITH GROUND. THE
 JA2008'STATION IS LOCATED 6.401 METERS (21.001 FT) WEST FROM THE CENTERLINE
 JA2008'OF AN OLD DIRT ROAD NOW BLOCKED OFF, 3.353 METERS (11.001 FT)
 JA2008'NORTHWEST FROM A 4-FOOT TWIN TRUNK OAK TREE AND 0.396 METERS
 JA2008'(1.299 FT) SOUTHWEST FROM A METAL WITNESS POST.
 JA2008'
 JA2008'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS THE
 JA2008'CULTIVATED FIELD FOR 0.25 MILE, (0.40 KM) 0.08 KM (0.05 MI) TO THE
 JA2008'EAST EDGE OF THE FIELD AND MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0727 ***********************************************************************
 HA0727  CBN         -  This is a Cooperative Base Network Control Station.
 HA0727  DESIGNATION -  HATFIELD
 HA0727  PID         -  HA0727
 HA0727  STATE/COUNTY-  IN/SPENCER
 HA0727  COUNTRY     -  US
 HA0727  USGS QUAD   -  RICHLAND CITY (2019)
 HA0727
 HA0727                         *CURRENT SURVEY CONTROL
 HA0727  ______________________________________________________________________
 HA0727* NAD 83(2011) POSITION- 37 54 11.18210(N) 087 14 32.43551(W)   ADJUSTED
 HA0727* NAD 83(2011) ELLIP HT-    86.318 (meters)        (06/27/12)   ADJUSTED
 HA0727* NAD 83(2011) EPOCH   -  2010.00
 HA0727* NAVD 88 ORTHO HEIGHT -   117.379 (meters)      385.10  (feet) ADJUSTED
 HA0727  ______________________________________________________________________
 HA0727  GEOID HEIGHT    -        -31.064 (meters)                     GEOID18
 HA0727  NAD 83(2011) X  -    242,439.774 (meters)                     COMP
 HA0727  NAD 83(2011) Y  - -5,033,276.108 (meters)                     COMP
 HA0727  NAD 83(2011) Z  -  3,897,016.512 (meters)                     COMP
 HA0727  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 HA0727  DYNAMIC HEIGHT  -        117.299 (meters)      384.84  (feet) COMP
 HA0727  MODELED GRAVITY -    979,946.5   (mgal)                       NAVD 88
 HA0727
 HA0727  VERT ORDER      -  FIRST     CLASS II
 HA0727
 HA0727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA0727  Standards:
 HA0727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA0727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA0727  -------------------------------------------------------------------
 HA0727  NETWORK    0.45   0.88           0.20   0.16   0.45      0.03480766
 HA0727  -------------------------------------------------------------------
 HA0727  Click here for local accuracies and other accuracy information.
 HA0727
 HA0727.The horizontal coordinates were established by GPS observations
 HA0727.and adjusted by the National Geodetic Survey in June 2012.
 HA0727
 HA0727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA0727.been affixed to the stable North American tectonic plate. See 
 HA0727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA0727
 HA0727.The horizontal coordinates are valid at the epoch date displayed above
 HA0727.which is a decimal equivalence of Year/Month/Day.
 HA0727
 HA0727.The orthometric height was determined by differential leveling and
 HA0727.adjusted by the NATIONAL GEODETIC SURVEY
 HA0727.in June 1991.
 HA0727
 HA0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0727.GEOID18 height accuracy estimate available here.
 HA0727
 HA0727.Click photographs - Photos may exist for this station.
 HA0727
 HA0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0727
 HA0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0727
 HA0727.The ellipsoidal height was determined by GPS observations
 HA0727.and is referenced to NAD 83.
 HA0727
 HA0727.The dynamic height is computed by dividing the NAVD 88
 HA0727.geopotential number by the normal gravity value computed on the
 HA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0727.degrees latitude (g = 980.6199 gals.).
 HA0727
 HA0727.The modeled gravity was interpolated from observed gravity values.
 HA0727
 HA0727. The following values were computed from the NAD 83(2011) position.
 HA0727
 HA0727;                    North         East     Units Scale Factor Converg.
 HA0727;SPC IN W     -   294,751.518   886,015.878   MT  0.99996907   -0 05 51.7
 HA0727;SPC IN W     -   967,030.61  2,906,870.43   sFT  0.99996907   -0 05 51.7
 HA0727;UTM  16      - 4,195,092.213   478,694.935   MT  0.99960559   -0 08 56.0
 HA0727
 HA0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0727!SPC IN W     -   0.99998646  x   0.99996907  =   0.99995553
 HA0727!UTM  16      -   0.99998646  x   0.99960559  =   0.99959205
 HA0727
 HA0727:                Primary Azimuth Mark                     Grid Az
 HA0727:SPC IN W     -  HATFIELD AZ MK                           094 09 10.8
 HA0727:UTM  16      -  HATFIELD AZ MK                           094 12 15.1
 HA0727
 HA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7869495092(NAD 83)
 HA0727
 HA0727|---------------------------------------------------------------------|
 HA0727| PID    Reference Object                     Distance      Geod. Az  |
 HA0727|                                                           dddmmss.s |
 HA0727| HA0728 HATFIELD RM 1                        33.245 METERS 02626     |
 HA0727| HA0729 HATFIELD AZ MK                                     0940319.1 |
 HA0727| HA0726 HATFIELD RM 2                        36.871 METERS 26616     |
 HA0727|---------------------------------------------------------------------|
 HA0727
 HA0727                          SUPERSEDED SURVEY CONTROL
 HA0727
 HA0727  NAD 83(2007)-  37 54 11.18214(N)    087 14 32.43632(W) AD(2002.00) 0
 HA0727  ELLIP H (02/10/07)   86.344  (m)                       GP(2002.00)    
 HA0727  NAD 83(1997)-  37 54 11.18199(N)    087 14 32.43707(W) AD(       ) B
 HA0727  ELLIP H (04/10/98)   86.378  (m)                       GP(       ) 4 1
 HA0727  NAD 83(1993)-  37 54 11.18501(N)    087 14 32.43770(W) AD(       ) 2
 HA0727  NAD 83(1986)-  37 54 11.19182(N)    087 14 32.43972(W) AD(       ) 2
 HA0727  NAD 27      -  37 54 11.02300(N)    087 14 32.42900(W) AD(       ) 2
 HA0727  NAVD 88             117.38   (m)          385.1    (f) LEVELING    3  
 HA0727  NGVD 29 (??/??/92)  117.472  (m)          385.41   (f) ADJ UNCH    1 2
 HA0727  NGVD 29             117.47   (m)          385.4    (f) LEVELING    3  
 HA0727
 HA0727.Superseded values are not recommended for survey control.
 HA0727
 HA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0727.See file dsdata.pdf to determine how the superseded data were derived.
 HA0727
 HA0727_MARKER: DS = TRIANGULATION STATION DISK
 HA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0727_STAMPING: HATFIELD 1945
 HA0727_MARK LOGO: CGS
 HA0727_PROJECTION: FLUSH
 HA0727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0727+STABILITY: SURFACE MOTION
 HA0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0727+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 HA0727
 HA0727  HISTORY     - Date     Condition        Report By
 HA0727  HISTORY     - 1945     MONUMENTED       CGS
 HA0727  HISTORY     - 1965     GOOD             AEROS
 HA0727  HISTORY     - 1965     GOOD             CGS
 HA0727  HISTORY     - 1965     GOOD             CGS
 HA0727  HISTORY     - 1988     GOOD             USPSQD
 HA0727  HISTORY     - 19970902 GOOD             SEC
 HA0727  HISTORY     - 19980727 GOOD             WOOLPT
 HA0727  HISTORY     - 20050329 GOOD             INDIV
 HA0727  HISTORY     - 20100804 GOOD             GEOCAC
 HA0727  HISTORY     - 20130627 GOOD             INDOT
 HA0727
 HA0727                          STATION DESCRIPTION
 HA0727
 HA0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA0727'THE STATION IS LOCATED ABOUT 4.5 MILES SW OF RICHLAND CITY, 1 MILE W
 HA0727'OF THE SMALL VILLAGE OF HATFIELD, AND ON PROPERTY OF OSCAR J.
 HA0727'JOHNSON.  IT IS 76 FEET S OF THE SE CORNER OF THE JOHNSON FARM BARN,
 HA0727'49 FEET N OF THE APPROXIMTE CENTER LINE OF STATE HIGHEAY 61, 31
 HA0727'FEET W OF THE E BARNYARD FENCE, AND 19 FEET N OF THE S BARNYARD
 HA0727'FENCE.
 HA0727'
 HA0727'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---HATFIELD
 HA0727'1945---AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE
 HA0727'STATION DISK.
 HA0727'
 HA0727'REFERENCE MARK 1 IS 109.07 FEET NE OF THE STATION, 30 FEET E OF THE
 HA0727'SE CORNER OF THE JOHNSON BARN, AND 1 FOOT W OF A N-S FENCE LINE.
 HA0727'IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED---HATFIELD NO. 1
 HA0727'1945---AND PROJECTS 3 INCHES.
 HA0727'
 HA0727'REFERENCE MARK 2 IS 120.97 FEET WSW OF THE STATION, 37 FEET N OF THE
 HA0727'APPROXIMATE CENTER LINE OF STATE HIGHWAY 61, AND 7 FEET N OF THE SW
 HA0727'CORNER OF THE JOHNSON BARNYARD.  IT IS A BRONZE REFERENCE DISK IN
 HA0727'CONCRETE, STAMPED---HATFIELD NO. 2 1945---AND PROJECTS 4 INCHES.
 HA0727'
 HA0727'THE AZIMUTH MARK IS 0.35 MILE E OF THE STATION AND ACROSS THE
 HA0727'RAILROAD TRACKS FROM A FARMHOUSE.  IT IS 37 FEET S OF THE
 HA0727'APPROXIMATE CENTER LINE OF STATE HIGHWAY 61, 4-1/2 FEET N OF THE N
 HA0727'RAIL OF RAILROAD, 4 FEET W OF A POWER LINE POLE, AND 2 FEET SW OF A
 HA0727'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED
 HA0727'---HATFIELD 1945---AND PROJECTS 3 INCHES.
 HA0727'
 HA0727'TO REACH THE STATION FROM THE CADICK MILLING CO. IN THE SMALL VILLAGE
 HA0727'OF HATFIELD GO W ON STATE HIGHWAY 61 FOR 0.65 MILE TO THE
 HA0727'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON STATE HIGHWAY 61
 HA0727'FOR 0.35 MILE TO THE JOHNSON FARMHOUSE ON THE RIGHT AND STATION AS
 HA0727'DESCRIBED.
 HA0727'
 HA0727'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0727
 HA0727                          STATION RECOVERY (1965)
 HA0727
 HA0727'RECOVERY NOTE BY AERO SERVICE CORPORATION 1965
 HA0727'THE STATION MARK RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 HA0727'LEANING.
 HA0727
 HA0727                          STATION RECOVERY (1965)
 HA0727
 HA0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HA0727'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 HA0727'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE SLIGHTLY TILTED
 HA0727'BUT COULD NOT BE RESET AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM
 HA0727'THE GROUND AT THE STATION.
 HA0727'
 HA0727'THE STATION MARK IS IN OSCAR JOHNSONS BARNLOT, 90 FEET
 HA0727'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN, 48.5 FEET
 HA0727'WEST OF THE EAST BARNLOT FENCE AND 6.5 FEET NORTH OF THE SOUTH FENCE.
 HA0727'R.M. NO. 1 IS 1 FOOT EAST OF THE EAST FENCE AND R.M. NO.
 HA0727'2 IS 4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN LOT.
 HA0727'
 HA0727'THE RAILROAD TRACKS HAVE BEEN REMOVED FROM NEAR THE AZIMUTH MARK.  IT
 HA0727'WAS RECOVERED AS DESCRIBED FROM ROAD AND POWER POLE.
 HA0727
 HA0727                          STATION RECOVERY (1965)
 HA0727
 HA0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0727'THE STATION MARK, STAMPED---HATFIELD 1945---IS ABOUT 0.95 MILE WEST
 HA0727'ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT HATFIELD, IN
 HA0727'SECTION 13, T 7 S, R 8 W, ON THE PROPERTY OF OSCAR J. JOHNSON, 120.9
 HA0727'FEET EAST OF HATFIELD R.M. 2, 109.0 FEET SW OF HATFIELD R.M. 1, 48 1/2
 HA0727'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTH OF THE
 HA0727'SOUTHEAST CORNER OF A LARGE BARN, 108 FEET WEST OF THE WEST FACE OF
 HA0727'THE JOHNSON FARMHOUSE, 49 FEET WEST OF THE EAST FENCE OF A BARN
 HA0727'YARD, 7 FEET NORTH OF A 3-INCH MAPLE TREE, 9.0 FEET NORTHWEST OF A
 HA0727'METAL WITNESS POST, ABOUT 4-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HA0727'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA0727'
 HA0727'R.M. 1, STAMPED---HATFIELD NO. 1 1945---IS 109.0 FEET NORTHEAST OF
 HA0727'HATFIELD 1945, 31-1/2 FEET EAST-NORTHEAST OF THE SOUTHEAST
 HA0727'CORNER OF A LARGE BARN, 13-1/2 FEET WEST OF THE SOUTHWEST CORNER OF A
 HA0727'SMALL CONCRETE BLOCK BUILDING, 1 FOOT EAST OF A FENCE, 1.0 FOOT
 HA0727'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HA0727'FLUSH WITH THE GROUND.
 HA0727'
 HA0727'R.M. 2, STAMPED---HATFIELD NO. 2 1945---IS 120.9 FEET WEST-SOUTHWEST
 HA0727'OF HATFIELD 1945, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3
 HA0727'1/2 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A METAL WITNESS
 HA0727'POST, ABOUT 3-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 HA0727'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0727'
 HA0727'NOTE--THIS MARK HAS BEEN HIT BY MACHINERY.  ONLY THE LETTERS T 0 2
 HA0727'1945 ARE VISIBLE.
 HA0727'
 HA0727'THE AZIMUTH MARK, STAMPED---HATFIELD 1945---IS ABOUT 0.65 MILE
 HA0727'WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT HATFIELD,
 HA0727'IN SECTION 18, T 7 S, R 8 W, 37 FEET SOUTH OF THE CENTER
 HA0727'LINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF
 HA0727'A GRAVELED ROAD, 18 FEET NORTH OF AN UNDERGROUND CABLE
 HA0727'MARKER, 110 FEET NORTH OF THE NORTHWEST CORNER OF PRESTON
 HA0727'BADGER FARMHOUSE, 3-1/2 FEET WEST OF THE MORE EASTERLY OF TWO
 HA0727'POLES SUPPORTING A TRANSFORMER PLATFORM, 1.5 FEET NORTH OF A
 HA0727'METAL WITNESS POST, 1-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HA0727'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HA0727
 HA0727                          STATION RECOVERY (1988)
 HA0727
 HA0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0727'RECOVERED IN GOOD CONDITION.
 HA0727
 HA0727                          STATION RECOVERY (1997)
 HA0727
 HA0727'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HA0727'STATION IS 0.05 MILES (0.08 KM) WEST ALONG OLD HIGHWAY 66 FROM THE
 HA0727'HATFIELD POST OFFICE, ON PROPERTY OF CLARENCE SALEE.  THE STATION IS
 HA0727'48.6 FEET (14.8 M) NORTH OF CENTERLINE OF OLD HIGHWAY 66 AND IS 11.55
 HA0727'MILES (18.59 KM) WEST OF SPENCER COUNTY COURTHOUSE IN ROCKPORT.  THE
 HA0727'AZIMUTH MARK COULD NOT BE FOUND, BUT RM 1 AND RM 2 WERE FOUND IN FAIR
 HA0727'CONDITION.  THE MONUMENT IS 0.35 METERS (1.15 FT) NORTH OF WITNESS
 HA0727'POST.
 HA0727
 HA0727                          STATION RECOVERY (1998)
 HA0727
 HA0727'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 HA0727'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (JCB).
 HA0727
 HA0727                          STATION RECOVERY (2005)
 HA0727
 HA0727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 HA0727'RECOVERED IN GOOD CONDITION.
 HA0727
 HA0727                          STATION RECOVERY (2010)
 HA0727
 HA0727'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0727'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HA0727'AZIMUTH MARK WAS NOT LOCATED.
 HA0727
 HA0727                          STATION RECOVERY (2013)
 HA0727
 HA0727'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (GK)
 HA0727'GENERAL STATION LOCATION IS ADEQUATE.
 HA0727'
 HA0727'193 FT (58.8 M) WEST ALONG OLD STATE ROUTE 66 FROM THE INTERSECTION OF
 HA0727'OLD STATE ROUTE 66 AND COUNTY ROAD 975 WEST.
 HA0727'
 HA0727'THE STATION IS LOCATED 50 FT (15.2 M) NORTH OF THE CENTERLINE OF OLD
 HA0727'STATE ROUTE 66, 1.4 FT (0.4 M) NORTH OF A METAL WITNESS POST, 33 FT
 HA0727'(10.1 M) EAST OF A FARM FIELD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0729 ***********************************************************************
 HA0729  DESIGNATION -  HATFIELD AZ MK
 HA0729  PID         -  HA0729
 HA0729  STATE/COUNTY-  IN/SPENCER
 HA0729  COUNTRY     -  US
 HA0729  USGS QUAD   -  RICHLAND CITY (2019)
 HA0729
 HA0729                         *CURRENT SURVEY CONTROL
 HA0729  ______________________________________________________________________
 HA0729* NAD 83(1986) POSITION- 37 54 10.     (N) 087 14 14.     (W)   SCALED
 HA0729* NAVD 88 ORTHO HEIGHT -   119.120 (meters)      390.81  (feet) ADJUSTED
 HA0729  ______________________________________________________________________
 HA0729  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 HA0729  DYNAMIC HEIGHT  -        119.039 (meters)      390.55  (feet) COMP
 HA0729  MODELED GRAVITY -    979,947.0   (mgal)                       NAVD 88
 HA0729
 HA0729  VERT ORDER      -  FIRST     CLASS II
 HA0729
 HA0729.The horizontal coordinates were scaled from a map and have
 HA0729.an estimated accuracy of +/- 6 seconds.
 HA0729
 HA0729.The orthometric height was determined by differential leveling and
 HA0729.adjusted by the NATIONAL GEODETIC SURVEY
 HA0729.in June 1991.
 HA0729
 HA0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0729.GEOID18 height accuracy estimate available here.
 HA0729
 HA0729.Click photographs - Photos may exist for this station.
 HA0729
 HA0729.The dynamic height is computed by dividing the NAVD 88
 HA0729.geopotential number by the normal gravity value computed on the
 HA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0729.degrees latitude (g = 980.6199 gals.).
 HA0729
 HA0729.The modeled gravity was interpolated from observed gravity values.
 HA0729
 HA0729;                    North         East    Units  Estimated Accuracy
 HA0729;SPC IN W     -   294,710.      886,470.      MT  (+/- 180 meters Scaled)
 HA0729
 HA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG791950(NAD 83)
 HA0729
 HA0729                          SUPERSEDED SURVEY CONTROL
 HA0729
 HA0729  NGVD 29 (??/??/92)  119.212  (m)          391.11   (f) ADJ UNCH    1 2
 HA0729
 HA0729.Superseded values are not recommended for survey control.
 HA0729
 HA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0729.See file dsdata.pdf to determine how the superseded data were derived.
 HA0729
 HA0729_MARKER: DZ = AZIMUTH MARK DISK
 HA0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0729_STAMPING: HATFIELD 1945
 HA0729_MARK LOGO: CGS
 HA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0729+STABILITY: SURFACE MOTION
 HA0729
 HA0729  HISTORY     - Date     Condition        Report By
 HA0729  HISTORY     - 1945     MONUMENTED       CGS
 HA0729  HISTORY     - 1965     GOOD             CGS
 HA0729  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0729
 HA0729                          STATION DESCRIPTION
 HA0729
 HA0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0729'0.6 MI W FROM HATFIELD.
 HA0729'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0729'AT HATFIELD, IN SECTION 18, T 7 S, R 8 W, 37 FEET SOUTH OF THE
 HA0729'CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF A
 HA0729'GRAVELED ROAD, 18 FEET NORTH OF AN UNDERGROUND CABLE MARKER,
 HA0729'110 FEET NORTH OF THE NORTHWEST CORNER OF THE PRESTON BADGER
 HA0729'FARMHOUSE, 3 1/2 FEET WEST OF THE MORE EASTERLY OF TWO POLES
 HA0729'SUPPORTING A TRANSFORMER PLATFORM, 1.5 FEET NORTH OF A METAL
 HA0729'WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 HA0729'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HA0729
 HA0729                          STATION RECOVERY (1988)
 HA0729
 HA0729'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0728 ***********************************************************************
 HA0728  DESIGNATION -  HATFIELD RM 1
 HA0728  PID         -  HA0728
 HA0728  STATE/COUNTY-  IN/SPENCER
 HA0728  COUNTRY     -  US
 HA0728  USGS QUAD   -  RICHLAND CITY (2019)
 HA0728
 HA0728                         *CURRENT SURVEY CONTROL
 HA0728  ______________________________________________________________________
 HA0728* NAD 83(1986) POSITION- 37 54 12.15   (N) 087 14 31.83   (W)   HD_HELD1
 HA0728* NAVD 88 ORTHO HEIGHT -   117.862 (meters)      386.69  (feet) ADJUSTED
 HA0728  ______________________________________________________________________
 HA0728  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 HA0728  DYNAMIC HEIGHT  -        117.781 (meters)      386.42  (feet) COMP
 HA0728  MODELED GRAVITY -    979,946.5   (mgal)                       NAVD 88
 HA0728
 HA0728  VERT ORDER      -  FIRST     CLASS II
 HA0728
 HA0728.The horizontal coordinates were determined by differentially corrected
 HA0728.hand held GPS observations or other comparable positioning techniques
 HA0728.and have an estimated accuracy of +/- 3 meters.
 HA0728
 HA0728.The orthometric height was determined by differential leveling and
 HA0728.adjusted by the NATIONAL GEODETIC SURVEY
 HA0728.in June 1991.
 HA0728
 HA0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0728.GEOID18 height accuracy estimate available here.
 HA0728
 HA0728.Click photographs - Photos may exist for this station.
 HA0728
 HA0728.The dynamic height is computed by dividing the NAVD 88
 HA0728.geopotential number by the normal gravity value computed on the
 HA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0728.degrees latitude (g = 980.6199 gals.).
 HA0728
 HA0728.The modeled gravity was interpolated from observed gravity values.
 HA0728
 HA0728;                    North         East    Units  Estimated Accuracy
 HA0728;SPC IN W     -   294,781.3     886,030.7     MT  (+/- 3 meters HH1 GPS) 
 HA0728
 HA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7870995122(NAD 83)
 HA0728
 HA0728                          SUPERSEDED SURVEY CONTROL
 HA0728
 HA0728  NGVD 29 (??/??/92)  117.954  (m)          386.99   (f) ADJ UNCH    1 2
 HA0728
 HA0728.Superseded values are not recommended for survey control.
 HA0728
 HA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0728.See file dsdata.pdf to determine how the superseded data were derived.
 HA0728
 HA0728_MARKER: DR = REFERENCE MARK DISK
 HA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0728_STAMPING: HATFIELD NO 1 1945
 HA0728_MARK LOGO: CGS
 HA0728_PROJECTION: FLUSH
 HA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0728+STABILITY: SURFACE MOTION
 HA0728
 HA0728  HISTORY     - Date     Condition        Report By
 HA0728  HISTORY     - 1945     MONUMENTED       CGS
 HA0728  HISTORY     - 1965     GOOD             CGS
 HA0728  HISTORY     - 1988     GOOD             USPSQD
 HA0728  HISTORY     - 20100804 GOOD             GEOCAC
 HA0728
 HA0728                          STATION DESCRIPTION
 HA0728
 HA0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0728'1 MI W FROM HATFIELD.
 HA0728'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0728'AT HATFIELD, IN SECTION 13, T 7 S, R 8 W, ON THE PROPERTY OF
 HA0728'OSCAR J. JOHNSON, 109.0 FEET NORTHEAST OF HATFIELD 1945, 31 1/2
 HA0728'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN,
 HA0728'13 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE
 HA0728'BLOCK BUILDING, 1 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 HA0728'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HA0728'GROUND.
 HA0728
 HA0728                          STATION RECOVERY (1988)
 HA0728
 HA0728'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0728'RECOVERED IN GOOD CONDITION.
 HA0728
 HA0728                          STATION RECOVERY (2010)
 HA0728
 HA0728'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0728'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0726 ***********************************************************************
 HA0726  DESIGNATION -  HATFIELD RM 2
 HA0726  PID         -  HA0726
 HA0726  STATE/COUNTY-  IN/SPENCER
 HA0726  COUNTRY     -  US
 HA0726  USGS QUAD   -  RICHLAND CITY (2019)
 HA0726
 HA0726                         *CURRENT SURVEY CONTROL
 HA0726  ______________________________________________________________________
 HA0726* NAD 83(1986) POSITION- 37 54 11.10   (N) 087 14 33.94   (W)   HD_HELD1
 HA0726* NAVD 88 ORTHO HEIGHT -   117.372 (meters)      385.08  (feet) ADJUSTED
 HA0726  ______________________________________________________________________
 HA0726  GEOID HEIGHT    -        -31.064 (meters)                     GEOID18
 HA0726  DYNAMIC HEIGHT  -        117.292 (meters)      384.82  (feet) COMP
 HA0726  MODELED GRAVITY -    979,946.5   (mgal)                       NAVD 88
 HA0726
 HA0726  VERT ORDER      -  FIRST     CLASS II
 HA0726
 HA0726.The horizontal coordinates were determined by differentially corrected
 HA0726.hand held GPS observations or other comparable positioning techniques
 HA0726.and have an estimated accuracy of +/- 3 meters.
 HA0726
 HA0726.The orthometric height was determined by differential leveling and
 HA0726.adjusted by the NATIONAL GEODETIC SURVEY
 HA0726.in June 1991.
 HA0726
 HA0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0726.GEOID18 height accuracy estimate available here.
 HA0726
 HA0726.Click photographs - Photos may exist for this station.
 HA0726
 HA0726.The dynamic height is computed by dividing the NAVD 88
 HA0726.geopotential number by the normal gravity value computed on the
 HA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0726.degrees latitude (g = 980.6199 gals.).
 HA0726
 HA0726.The modeled gravity was interpolated from observed gravity values.
 HA0726
 HA0726;                    North         East    Units  Estimated Accuracy
 HA0726;SPC IN W     -   294,749.0     885,979.1     MT  (+/- 3 meters HH1 GPS) 
 HA0726
 HA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7865895089(NAD 83)
 HA0726
 HA0726                          SUPERSEDED SURVEY CONTROL
 HA0726
 HA0726  NGVD 29 (??/??/92)  117.464  (m)          385.38   (f) ADJ UNCH    1 2
 HA0726
 HA0726.Superseded values are not recommended for survey control.
 HA0726
 HA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0726.See file dsdata.pdf to determine how the superseded data were derived.
 HA0726
 HA0726_MARKER: DR = REFERENCE MARK DISK
 HA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0726_STAMPING: HATFIELD NO 2 1945
 HA0726_MARK LOGO: CGS
 HA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0726+STABILITY: SURFACE MOTION
 HA0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0726+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 HA0726
 HA0726  HISTORY     - Date     Condition        Report By
 HA0726  HISTORY     - 1945     MONUMENTED       CGS
 HA0726  HISTORY     - 1965     GOOD             CGS
 HA0726  HISTORY     - 1988     GOOD             USPSQD
 HA0726  HISTORY     - 20100804 GOOD             GEOCAC
 HA0726
 HA0726                          STATION DESCRIPTION
 HA0726
 HA0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0726'1 MI W FROM HATFIELD.
 HA0726'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0726'AT HATFIELD, IN SECTION 13, T 7 S, R 8 W, 120.9 FEET WEST-SOUTHWEST
 HA0726'OF HATFIELD 1945, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HA0726'3 1/2 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A METAL
 HA0726'WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HA0726'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 HA0726'MARK HAS BEEN HIT BY MACHINERY.  ONLY THE LETTERS T O 2 1945 ARE
 HA0726'VISIBLE.
 HA0726
 HA0726                          STATION RECOVERY (1988)
 HA0726
 HA0726'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0726'RECOVERED IN GOOD CONDITION.
 HA0726
 HA0726                          STATION RECOVERY (2010)
 HA0726
 HA0726'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0726'MARK RECOVERED IN CONDITION BUT SOME OF THE LETTERS COULD NOT BE READ
 HA0726'BECAUSE MARK  HAD BEEN HIT BY MACHINERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2027 ***********************************************************************
 JA2027  DESIGNATION -  HAUBSTADT MUNICIPAL TANK
 JA2027  PID         -  JA2027
 JA2027  STATE/COUNTY-  IN/GIBSON
 JA2027  COUNTRY     -  US
 JA2027  USGS QUAD   -  HAUBSTADT (2019)
 JA2027
 JA2027                         *CURRENT SURVEY CONTROL
 JA2027  ______________________________________________________________________
 JA2027* NAD 83(1997) POSITION- 38 12 31.98329(N) 087 34 44.52801(W)   ADJUSTED
 JA2027  ______________________________________________________________________
 JA2027  GEOID HEIGHT    -        -31.340 (meters)                     GEOID18
 JA2027  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 JA2027  HORZ ORDER      -  THIRD
 JA2027
 JA2027.The horizontal coordinates were established by classical geodetic methods
 JA2027.and adjusted by the National Geodetic Survey in May 1999.
 JA2027
 JA2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2027.GEOID18 height accuracy estimate available here.
 JA2027
 JA2027.Click photographs - Photos may exist for this station.
 JA2027
 JA2027.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2027
 JA2027. The following values were computed from the NAD 83(1997) position.
 JA2027
 JA2027;                    North         East     Units Scale Factor Converg.
 JA2027;SPC IN W     -   328,795.244   856,586.359   MT  0.99998987   -0 18 23.8
 JA2027;SPC IN W     - 1,078,722.40  2,810,317.08   sFT  0.99998987   -0 18 23.8
 JA2027;UTM  16      - 4,229,150.017   449,306.559   MT  0.99963165   -0 21 29.4
 JA2027
 JA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4930629150(NAD 83)
 JA2027
 JA2027                          SUPERSEDED SURVEY CONTROL
 JA2027
 JA2027  NAD 83(1993)-  38 12 31.98854(N)    087 34 44.52588(W) AD(       ) 3
 JA2027  NAD 83(1986)-  38 12 31.99232(N)    087 34 44.52901(W) AD(       ) 3
 JA2027  NAD 27      -  38 12 31.84247(N)    087 34 44.47839(W) AD(       ) 3
 JA2027
 JA2027.Superseded values are not recommended for survey control.
 JA2027
 JA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2027.See file dsdata.pdf to determine how the superseded data were derived.
 JA2027
 JA2027_MARKER: 51 = TANK
 JA2027
 JA2027  HISTORY     - Date     Condition        Report By
 JA2027  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2027
 JA2027                          STATION DESCRIPTION
 JA2027
 JA2027'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2028 ***********************************************************************
 JA2028  DESIGNATION -  HAUBSTADT ST JAMES CATH CH
 JA2028  PID         -  JA2028
 JA2028  STATE/COUNTY-  IN/GIBSON
 JA2028  COUNTRY     -  US
 JA2028  USGS QUAD   -  HAUBSTADT (2019)
 JA2028
 JA2028                         *CURRENT SURVEY CONTROL
 JA2028  ______________________________________________________________________
 JA2028* NAD 83(1997) POSITION- 38 10 39.20999(N) 087 34 39.27172(W)   ADJUSTED
 JA2028  ______________________________________________________________________
 JA2028  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 JA2028  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 JA2028  HORZ ORDER      -  THIRD
 JA2028
 JA2028.The horizontal coordinates were established by classical geodetic methods
 JA2028.and adjusted by the National Geodetic Survey in May 1999.
 JA2028
 JA2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2028.GEOID18 height accuracy estimate available here.
 JA2028
 JA2028.Click photographs - Photos may exist for this station.
 JA2028
 JA2028.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2028
 JA2028. The following values were computed from the NAD 83(1997) position.
 JA2028
 JA2028;                    North         East     Units Scale Factor Converg.
 JA2028;SPC IN W     -   325,317.464   856,695.687   MT  0.99998975   -0 18 19.8
 JA2028;SPC IN W     - 1,067,312.38  2,810,675.77   sFT  0.99998975   -0 18 19.8
 JA2028;UTM  16      - 4,225,673.387   449,412.722   MT  0.99963152   -0 21 25.2
 JA2028
 JA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4941225673(NAD 83)
 JA2028
 JA2028                          SUPERSEDED SURVEY CONTROL
 JA2028
 JA2028  NAD 83(1993)-  38 10 39.21549(N)    087 34 39.27122(W) AD(       ) 3
 JA2028  NAD 83(1986)-  38 10 39.21905(N)    087 34 39.27357(W) AD(       ) 3
 JA2028  NAD 27      -  38 10 39.06106(N)    087 34 39.20070(W) AD(       ) 3
 JA2028
 JA2028.Superseded values are not recommended for survey control.
 JA2028
 JA2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2028.See file dsdata.pdf to determine how the superseded data were derived.
 JA2028
 JA2028_MARKER: 90 = CHURCH SPIRE
 JA2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2028+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 JA2028
 JA2028  HISTORY     - Date     Condition        Report By
 JA2028  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2028  HISTORY     - 20110214 GOOD             GEOCAC
 JA2028
 JA2028                          STATION DESCRIPTION
 JA2028
 JA2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2028'STATION IS LOCATED ABOUT 2 MILES SOUTH OF HAUBSTADT AND 1.5 MILES
 JA2028'WEST OF U S
 JA2028'HIGHWAY 41.
 JA2028'
 JA2028'TO REACH FROM STATE HIGHWAY 68 AND 50W ROAD IN THE SOUTH EDGE OF
 JA2028'HAUBSTADT, GO
 JA2028'SOUTH ON 50 W ROAD FOR 1.55 MILES TO STATION ON LEFT.
 JA2028'
 JA2028'THE SPIRE ATOP THE RED BRICK CHURCH IS ABOUT 75 FEET HIGH, IS A GRAY
 JA2028'COLOR AND THE
 JA2028'CROSS ATOP THE SPIRE IS PAINTED BROWN.
 JA2028'
 JA2028'POINT INTERSECTED WAS TOP AND CENTER OF SPIRE.
 JA2028
 JA2028                          STATION RECOVERY (2011)
 JA2028
 JA2028'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA2028'SPIRE OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1749 ***********************************************************************
 JA1749  DESIGNATION -  HAYES HILL
 JA1749  PID         -  JA1749
 JA1749  STATE/COUNTY-  IN/HARRISON
 JA1749  COUNTRY     -  US
 JA1749  USGS QUAD   -  MAUCKPORT (2019)
 JA1749
 JA1749                         *CURRENT SURVEY CONTROL
 JA1749  ______________________________________________________________________
 JA1749* NAD 83(1997) POSITION- 38 04 14.96834(N) 086 12 04.46994(W)   ADJUSTED
 JA1749* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 JA1749  ______________________________________________________________________
 JA1749  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JA1749  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 JA1749  HORZ ORDER      -  FIRST
 JA1749
 JA1749.The horizontal coordinates were established by classical geodetic methods
 JA1749.and adjusted by the National Geodetic Survey in May 1999.
 JA1749
 JA1749.The orthometric height was scaled from a topographic map.
 JA1749
 JA1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1749.GEOID18 height accuracy estimate available here.
 JA1749
 JA1749.Click photographs - Photos may exist for this station.
 JA1749
 JA1749.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1749
 JA1749. The following values were computed from the NAD 83(1997) position.
 JA1749
 JA1749;                    North         East     Units Scale Factor Converg.
 JA1749;SPC IN E     -   313,490.021    53,093.555   MT  0.99999375   -0 19 46.7
 JA1749;SPC IN E     - 1,028,508.51    174,191.11   sFT  0.99999375   -0 19 46.7
 JA1749;SPC IN W     -   313,722.495   977,399.872   MT  1.00004042   +0 32 38.2
 JA1749;SPC IN W     - 1,029,271.22  3,206,686.08   sFT  1.00004042   +0 32 38.2
 JA1749;SPC KY1Z     - 1,192,927.246 1,460,408.174   MT  0.99991068   -0 16 37.4
 JA1749;SPC KY1Z     - 3,913,795.47  4,791,355.82   sFT  0.99991068   -0 16 37.4
 JA1749;SPC KY S     -   692,921.194   460,403.525   MT  1.00002799   -0 16 25.2
 JA1749;SPC KY S     - 2,273,358.95  1,510,507.23   sFT  1.00002799   -0 16 25.2
 JA1749;UTM  16      - 4,213,974.351   570,061.899   MT  0.99966045   +0 29 33.2
 JA1749
 JA1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1749!SPC IN E     -   0.99996110  x   0.99999375  =   0.99995485
 JA1749!SPC IN W     -   0.99996110  x   1.00004042  =   1.00000152
 JA1749!SPC KY1Z     -   0.99996110  x   0.99991068  =   0.99987178
 JA1749!SPC KY S     -   0.99996110  x   1.00002799  =   0.99998909
 JA1749!UTM  16      -   0.99996110  x   0.99966045  =   0.99962156
 JA1749
 JA1749:                Primary Azimuth Mark                     Grid Az
 JA1749:SPC IN E     -  HAYES HILL AZ MK                         214 09 17.0
 JA1749:SPC IN W     -  HAYES HILL AZ MK                         213 16 52.1
 JA1749:SPC KY1Z     -  HAYES HILL AZ MK                         214 06 07.7
 JA1749:SPC KY S     -  HAYES HILL AZ MK                         214 05 55.5
 JA1749:UTM  16      -  HAYES HILL AZ MK                         213 19 57.1
 JA1749
 JA1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7006113974(NAD 83)
 JA1749
 JA1749|---------------------------------------------------------------------|
 JA1749| PID    Reference Object                     Distance      Geod. Az  |
 JA1749|                                                           dddmmss.s |
 JA1749| CG7992 HAYES HILL RM 1                      26.695 METERS 11706     |
 JA1749| CG7991 HAYES HILL AZ MK                                   2134930.3 |
 JA1749| CG7993 HAYES HILL RM 2                      28.103 METERS 22941     |
 JA1749|---------------------------------------------------------------------|
 JA1749
 JA1749                          SUPERSEDED SURVEY CONTROL
 JA1749
 JA1749  NAD 83(1993)-  38 04 14.96867(N)    086 12 04.47057(W) AD(       ) 1
 JA1749  NAD 83(1986)-  38 04 14.97418(N)    086 12 04.47552(W) AD(       ) 1
 JA1749  NAD 27      -  38 04 14.71900(N)    086 12 04.58800(W) AD(       ) 1
 JA1749
 JA1749.Superseded values are not recommended for survey control.
 JA1749
 JA1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1749.See file dsdata.pdf to determine how the superseded data were derived.
 JA1749
 JA1749_MARKER: DS = TRIANGULATION STATION DISK
 JA1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1749_STAMPING: HAYES HILL 1947
 JA1749_MARK LOGO: CGS
 JA1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1749+STABILITY: SURFACE MOTION
 JA1749
 JA1749  HISTORY     - Date     Condition        Report By
 JA1749  HISTORY     - 1947     MONUMENTED       CGS
 JA1749  HISTORY     - 1950     GOOD             CGS
 JA1749
 JA1749                          STATION DESCRIPTION
 JA1749
 JA1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1749'THE STATION IS LOCATED ON THE WEST END OF A HIGH PROMINENT HILL WHICH
 JA1749'IS KNOWN AS HAYES HILL, ON LAND OWNED BY MR. D.  A. ROBINSON. IT IS
 JA1749'LOCATED ABOUT 3-1/2 MILES NORTH OF MAUCKPORT AND 1-1/2 MILES
 JA1749'NORTHWEST OF THE SMALL SETTLEMENT OF GLIDAS. THE MARK PROJECTS 4
 JA1749'INCHES, AND THE DISK IS STAMPED HAYES HILL 1947.
 JA1749'
 JA1749'REFERENCE MARK NO. 1 IS 87.55 FEET EAST-SOUTHEAST OF THE STATION. THE
 JA1749'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYES HILL
 JA1749'NO 1 1947.
 JA1749'
 JA1749'REFERENCE MARK NO. 2 IS 92.45 FEET SOUTHWEST OF THE STATION AND 20
 JA1749'FEET NORTH OF A BIG OAK TREE. THE MARK PROJECTS 6 INCHES, AND
 JA1749'THE DISK IS STAMPED HAYES HILL NO 2 1947.
 JA1749'
 JA1749'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST OF THE
 JA1749'STATION, AND ABOUT 200 FEET WEST OF A FENCE CORNER AND GATE. THE
 JA1749'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAYES HILL 1947.
 JA1749'
 JA1749'TO REACH THE STATION FROM CORYDON, GO SOUTH ON STATE HIGHWAY 135 FOR
 JA1749'8.4 MILES TO THE TOWN OF CENTRAL. CONTINUE ON THE HIGHWAY FOR
 JA1749'3.4 MILES TO THE TOP OF A SMALL HILL AND THE GLIDAS STORE ON THE
 JA1749'RIGHT. TURN RIGHT, WEST, ON A GRAVEL ROAD FOR 0.8 MILE TO SOME
 JA1749'FARM BUILDINGS ON THE LEFT AND A FARM ROAD ON THE RIGHT. TURN RIGHT,
 JA1749'NORTH, ON THE FARM ROAD, AND GO 0.1 MILE ACROSS AN OPEN FIELD
 JA1749'TO A WIRE GATE, CONTINUE NORTH THROUGH THE WOODS ON THE FARM ROAD FOR
 JA1749'ABOUT 0.5 MILE TO A WIRE GATE IN A FENCE CORNER AND THE
 JA1749'AZIMUTH MARK ON THE LEFT AS DESCRIBED. CONTINUE NORTH THROUGH AN
 JA1749'OPEN FIELD FOR ABOUT 0.3 MILE TO THE TOP OF THE HIGHEST HILL AND THE
 JA1749'STATION.
 JA1749'
 JA1749'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1749
 JA1749                          STATION RECOVERY (1950)
 JA1749
 JA1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1749'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JA1749'CONDITION. THE DIRECTIONS TO REFERENCE MARK NO. 2 DID NOT CHECK.
 JA1749'THE DISTANCES TO THE REFERENCE MARKS DID NOT CHECK. A COMPLETE NEW
 JA1749'DESCRIPTION FOLLOWS.
 JA1749'
 JA1749'STATION IS LOCATAED ABOUT 3-1/2 MILES NORTH OF MAUCKPORT ON A HIGH
 JA1749'HILL KNOWN LOCALLY AS HAYES HILL AND IS ON PROPERTY OF MR.
 JA1749'JAMES ELAM. THE MARK IS 4 FEET NORTH OF A WHITE WITNESS POST,
 JA1749'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAYES HILL 1947.
 JA1749'
 JA1749'REFERENCE MARK NO. 1 IS 87.59 FEET SOUTHEAST OF THE STATION. THE MARK
 JA1749'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAYES HILL NO 1
 JA1749'1947.
 JA1749'
 JA1749'REFERENCE MARK NO. 2 IS 92.20 FEET SOUTHWEST OF THE STATION AND 20
 JA1749'FEET NORTH OF A 36 INCH TWIN OAK TREE. THE MARK PROJECTS ABOUT
 JA1749'6 INCHES AND THE DISK IS STAMPED HAYES HILL NO 2 1947.
 JA1749'
 JA1749'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION. IT IS ABOUT
 JA1749'200 FEET WEST OF A FARM LANE AND GATE AND 2 FEET NORTH OF A FENCE
 JA1749'LINE AND WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE
 JA1749'DISK IS STAMPED HAYES HILL 1947.
 JA1749'
 JA1749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 JA1749'HIGHWAY 135 IN CORYDON, GO SOUTH ON HIGHWAY 135 FOR 8.4 MILES TO
 JA1749'THE TOWN OF CENTRAL, CONTINUE ON HIGHWAY 135 FOR 3.3 MILES TO A CROSS
 JA1749'ROAD IN THE SETTLEMENT OF GLIDAS, TURN RIGHT ON GRAVEL ROAD
 JA1749'AND GO WEST FOR 1.2 MILES TO THE FARM OF MR. ELAM, THIS IS THE END OF
 JA1749'TRUCK TRAVEL IN WET WEATHER, FROM THIS POINT GO NORTH ON FARM
 JA1749'LANE FOR ABOUT 0.1 MILE TO A GATE, CONTINUE IN A NORTHERLY DIRECTION
 JA1749'THROUGH WOODS FOR ABOUT 0.25 MILE TO AN OPEN FIELD, TURN LEFT AND
 JA1749'FOLLOW LANE FOR ABOUT 0.15 MILE TO A GATE AT THE EDGE OF A
 JA1749'WOODS, CONTINUE ON LANE THROUGH WOODS FOR ABOUT 0.1 MILE TO EDGE OF
 JA1749'WOODS AND THE AZIMUTH MARK ON THE LEFT AT THE EDGE OF THE WOODS
 JA1749'AS DESCRIBED, CONTINUE NORTHEAST THROUGH OPEN FIELDS FOR ABOUT 0.3
 JA1749'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 JA1749'DESCRIBED.
 JA1749'
 JA1749'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1760 ***********************************************************************
 JA1760  DESIGNATION -  HAYS
 JA1760  PID         -  JA1760
 JA1760  STATE/COUNTY-  IN/HARRISON
 JA1760  COUNTRY     -  US
 JA1760  USGS QUAD   -  CORYDON WEST (2019)
 JA1760
 JA1760                         *CURRENT SURVEY CONTROL
 JA1760  ______________________________________________________________________
 JA1760* NAD 83(1997) POSITION- 38 11 56.19413(N) 086 07 41.59760(W)   ADJUSTED
 JA1760* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 JA1760  ______________________________________________________________________
 JA1760  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 JA1760  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JA1760  HORZ ORDER      -  SECOND
 JA1760
 JA1760.The horizontal coordinates were established by classical geodetic methods
 JA1760.and adjusted by the National Geodetic Survey in May 1999.
 JA1760
 JA1760.The orthometric height was scaled from a topographic map.
 JA1760
 JA1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1760.GEOID18 height accuracy estimate available here.
 JA1760
 JA1760.Click photographs - Photos may exist for this station.
 JA1760
 JA1760.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1760
 JA1760. The following values were computed from the NAD 83(1997) position.
 JA1760
 JA1760;                    North         East     Units Scale Factor Converg.
 JA1760;SPC IN E     -   327,676.317    59,571.504   MT  0.99998679   -0 17 07.5
 JA1760;SPC IN E     - 1,075,051.38    195,444.18   sFT  0.99998679   -0 17 07.5
 JA1760;UTM  16      - 4,228,247.643   576,333.285   MT  0.99967176   +0 32 20.9
 JA1760
 JA1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1760!SPC IN E     -   0.99997212  x   0.99998679  =   0.99995891
 JA1760!UTM  16      -   0.99997212  x   0.99967176  =   0.99964389
 JA1760
 JA1760:                Primary Azimuth Mark                     Grid Az
 JA1760:SPC IN E     -  CORYDON                                  172 40 46.0
 JA1760:UTM  16      -  CORYDON                                  171 51 17.6
 JA1760
 JA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7633328247(NAD 83)
 JA1760
 JA1760|---------------------------------------------------------------------|
 JA1760| PID    Reference Object                     Distance      Geod. Az  |
 JA1760|                                                           dddmmss.s |
 JA1760| CG7997 HAYS RM 3                            11.600 METERS 06142     |
 JA1760| CG7995 HAYS RM 1                            29.795 METERS 16040     |
 JA1760| JA1738 CORYDON                             APPROX. 2.8 KM 1722338.5 |
 JA1760| CG7994 HAYS AZ MK                                         2210228.3 |
 JA1760| CG7996 HAYS RM 2                            28.063 METERS 30033     |
 JA1760|---------------------------------------------------------------------|
 JA1760
 JA1760                          SUPERSEDED SURVEY CONTROL
 JA1760
 JA1760  NAD 83(1993)-  38 11 56.19549(N)    086 07 41.59875(W) AD(       ) 2
 JA1760  NAD 83(1986)-  38 11 56.19955(N)    086 07 41.60382(W) AD(       ) 2
 JA1760  NAD 27      -  38 11 55.95100(N)    086 07 41.71000(W) AD(       ) 2
 JA1760
 JA1760.Superseded values are not recommended for survey control.
 JA1760
 JA1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1760.See file dsdata.pdf to determine how the superseded data were derived.
 JA1760
 JA1760_MARKER: DS = TRIANGULATION STATION DISK
 JA1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1760_STAMPING: HAYS 1947
 JA1760_MARK LOGO: CGS
 JA1760_PROJECTION: FLUSH
 JA1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1760+STABILITY: SURFACE MOTION
 JA1760
 JA1760  HISTORY     - Date     Condition        Report By
 JA1760  HISTORY     - 1947     MONUMENTED       CGS
 JA1760  HISTORY     - 1968     GOOD             CGS
 JA1760  HISTORY     - 1978     GOOD             NGS
 JA1760
 JA1760                          STATION DESCRIPTION
 JA1760
 JA1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1760'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF CORYDON AND 4-1/2 MILES
 JA1760'WEST-NORTHWEST OF NEW MIDDLETOWN. IT IS 23 FEET WEST OF A WIRE
 JA1760'FENCE AND 7.6 FEET SOUTH OF A WITNESS POST. THE MARK IS FLUSH WITH
 JA1760'THE GROUND, AND THE DISK IS STAMPED HAYS 1947.
 JA1760'
 JA1760'REFERENCE MARK NO. 1 IS 97.75 FEET SOUTH-SOUTHEAST OF THE STATION AND
 JA1760'1 FOOT WEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE
 JA1760'DISK IS STAMPED HAYS NO 1 1947.
 JA1760'
 JA1760'REFERENCE MARK NO. 2 IS 92.05 FEET WEST-NORTHWEST OF THE STATION. THE
 JA1760'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYS NO 2
 JA1760'1947.
 JA1760'
 JA1760'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST OF THE
 JA1760'STATION, 17.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2
 JA1760'FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE
 JA1760'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYS 1947.
 JA1760'
 JA1760'TO REACH THE STATION FROM THE COURTHOUSE IN CORYDON, GO SOUTH ON
 JA1760'STATE HIGHWAY 135 FOR 1.1 MILES TO A LARGE FARM BUILDING ON
 JA1760'THE RIGHT AND A BOARD GATE ON THE LEFT. TURN LEFT, EAST, AND GO ON A
 JA1760'DIM ROAD FOR 0.1 MILE TO THE STATION IN THE SOUTHEAST
 JA1760'CORNER OF THE FIELD.
 JA1760'
 JA1760'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY, GO SOUTH 0.25 MILE TO
 JA1760'THE AZIMUTH MARK ON THE LEFT.
 JA1760'
 JA1760'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1760
 JA1760                          STATION RECOVERY (1968)
 JA1760
 JA1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1760'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JA1760'RECOVERED AND FOUND IN EXCELLENT CONDITION. A COMPLETE AND
 JA1760'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE
 JA1760'FOUND. A NEW HOME HAS BEEN BUILT AT THE SITE OF THE AZIMUTH
 JA1760'MARK, AND IT IS THOUGHT THAT THE MARK WAS DESTROYED DURING GRADING
 JA1760'OPERATIONS FOR THE LANDSCAPING OF THE YARD. AS THIS
 JA1760'STATION NOW STANDS IN A DENSE THICKET OF LARGE SAPLINGS, IT WILL BE
 JA1760'DIFFICULT TO MAKE POLARIS OBSERVATIONS WITHOUT EXTENSIVE
 JA1760'CLEARING.
 JA1760'
 JA1760'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JA1760'
 JA1760'THE STATION IS LOCATED IN A DENSE STAND OF TIMBER ABOUT 4-1/2 MILES
 JA1760'WEST-NORTHWEST OF NEW MIDDLETOWN AND 1 MILE SOUTH OF
 JA1760'CORYDON.
 JA1760'
 JA1760'TO REACH THE STATION FROM THE HARRISON COUNTY COURTHOUSE IN CORYDON,
 JA1760'GO SOUTHERLY ON STATE ROUTE 135 FOR 1.1 MILES TO A BOARD GATE
 JA1760'ON THE LEFT, AND A LARGE FARM HOUSE ON THE RIGHT JUST SOUTH OF THIS
 JA1760'GATE. TURN LEFT, PASSING THROUGH THE GATE AND GO EASTERLY ON A
 JA1760'TRACK, WOODS ROAD FOR 0.1 OF A MILE TO A FENCE CORNER AND THE STATION
 JA1760'ON THE LEFT IN DENSE WOODS AS DESCRIBED.
 JA1760'
 JA1760'THE STATION IS 51 FEET NORTHWEST OF A SOUTHEAST FENCE CORNER POST, 48
 JA1760'FEET EAST OF A 36-INCH RED OAK TREE, 36 FEET WEST OF A
 JA1760'NORTH-SOUTH FENCE, 33 FEET NORTHWEST OF A 48-INCH RED OAK, 12 FEET
 JA1760'NORTHEAST OF A LANE FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS
 JA1760'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1760'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAYS
 JA1760'1947.
 JA1760'
 JA1760'REFERENCE MARK NO. 1 IS 56 FEET NORTH OF A 16-INCH RED CEDAR TREE, 54
 JA1760'FEET SOUTH OF THE SOUTHEAST FENCE CORNER POST, 42 FEET SOUTH OF
 JA1760'AN EAST-WEST FENCE, AND 2 FEET WEST OF A NORTH-SOUTH FENCE. IT IS A
 JA1760'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA1760'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED HAYS NO 1
 JA1760'1947.
 JA1760'
 JA1760'REFERENCE MARK NO. 2 IS 25 FEET SOUTHWEST OF A 24-INCH BEECH TREE, 23
 JA1760'FEET EAST-NORTHEAST OF A 24-INCH RED OAK TREE, 3 FEET NORTHEAST
 JA1760'OF A FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT
 JA1760'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA1760'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED HAYS
 JA1760'NO 2 1947.
 JA1760'
 JA1760'DUE TO NUMEROUS TREES AND SAPLINGS ON LINE, NO EFFORT WAS MADE TO
 JA1760'MEASURE BETWEEN THE REFERENCE MARKS.
 JA1760'
 JA1760'THIS WAS NOT AN OCCUPIED STATION.
 JA1760'
 JA1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE SOUTH
 JA1760'OF CORYDON.
 JA1760
 JA1760                          STATION RECOVERY (1978)
 JA1760
 JA1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1760'STATION MARK AND REFERENCE MARK 2 FOUND IN GOOD CONDITION.  THE
 JA1760'AZIMUTH MARK HAD BEEN REPORTED PRIOR TO THIS TIME AS BEING
 JA1760'DESTROYED.  REFERENCE MARK 1 WAS FOUND UPROOTED AND LAYING ON ITS
 JA1760'SIDE IN A FIELD, THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS
 JA1760'ESTABLISHED AT THIS TIME.  THERE WAS NO OBJECTS VISIBLE TO SET A
 JA1760'NEW AZIMUTH MARK FROM.  THE DISTANCE TO REFERENCE MARK 2 WAS LONGER
 JA1760'BY 0.02 FOOT.
 JA1760'
 JA1760'THE STATION IS NOW ON PROPERTY OWNED BY HARRISON COUNTY AND KNOWN
 JA1760'LOCALLY AS HAYS WOODS.
 JA1760'
 JA1760'TO REACH FROM HARRISON COUNTY COURT HOUSE IN CORYDON, GO SOUTH ON
 JA1760'STATE HIGHWAY 337 FOR 0.55 MILE TO WHERE IT GOES EAST, LEFT.
 JA1760'CONTINUE RIGHT UPHILL FOR 0.45 MILE TO A SIGN BATTLE OF CORYDON AND
 JA1760'A SPLIT RAIL FENCE AND CABLE GATE.  TURN LEFT PASSING THROUGH GATE
 JA1760'GOING IN AN EASTERLY DIRECTION FOR 0.1 MILE TO A WOOD GATE.
 JA1760'CONTINUE EASTERLY ALONG THE SOUTH SIDE OF FENCE FOR 0.05 MILE
 JA1760'AND STATION ON THE LEFT AND NORTH SIDE OF THE FENCE.  IT IS 31
 JA1760'FEET NORTHWEST OF A 40 INCH OAK TREE, 50 FEET NORTHWEST OF
 JA1760'FENCE CORNER, 12 FEET NORTH OF FENCELINE AND 1 FOOT NORTH OF A
 JA1760'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 JA1760'STAMPED HAYS 1947.
 JA1760'
 JA1760'REFERENCE MARK 2 IS 2.5 FEET NORTHEAST OF FENCE AND 1 FOOT NORTHEAST
 JA1760'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 JA1760'DISK STAMPED HAYS NO 2 1947.
 JA1760'
 JA1760'REFERENCE MARK 3 IS 52 FEET NORTH OF THE FENCE CORNER, 1 FOOT WEST
 JA1760'OF THE FENCE AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE
 JA1760'MONUMENT PROJECTS 1 INCH AND THE DISK STAMPED HAYS 1947 NO 3 1978.
 JA1760'
 JA1760'TOO MANY TREES ON LINE TO MEASURE RM 2 TO RM 3.
 JA1760'
 JA1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SOUTH
 JA1760'OF CORYDON.
 JA1760'
 JA1760'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2267 ***********************************************************************
 HZ2267  DESIGNATION -  HAYSTACK 1884
 HZ2267  PID         -  HZ2267
 HZ2267  STATE/COUNTY-  IN/CLARK
 HZ2267  COUNTRY     -  US
 HZ2267  USGS QUAD   -  SPEED (2019)
 HZ2267
 HZ2267                         *CURRENT SURVEY CONTROL
 HZ2267  ______________________________________________________________________
 HZ2267* NAD 83(1997) POSITION- 38 25 14.36872(N) 085 48 55.50897(W)   ADJUSTED
 HZ2267* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 HZ2267  ______________________________________________________________________
 HZ2267  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 HZ2267  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 HZ2267  HORZ ORDER      -  SECOND
 HZ2267
 HZ2267.The horizontal coordinates were established by classical geodetic methods
 HZ2267.and adjusted by the National Geodetic Survey in May 1999.
 HZ2267
 HZ2267.The orthometric height was scaled from a topographic map.
 HZ2267
 HZ2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2267.GEOID18 height accuracy estimate available here.
 HZ2267
 HZ2267.Click photographs - Photos may exist for this station.
 HZ2267
 HZ2267.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2267
 HZ2267. The following values were computed from the NAD 83(1997) position.
 HZ2267
 HZ2267;                    North         East     Units Scale Factor Converg.
 HZ2267;SPC IN E     -   352,196.179    87,010.116   MT  0.99996874   -0 05 32.8
 HZ2267;SPC IN E     - 1,155,496.96    285,465.69   sFT  0.99996874   -0 05 32.8
 HZ2267;UTM  16      - 4,253,153.916   603,407.836   MT  0.99973169   +0 44 10.3
 HZ2267
 HZ2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2267!SPC IN E     -   0.99996103  x   0.99996874  =   0.99992977
 HZ2267!UTM  16      -   0.99996103  x   0.99973169  =   0.99969273
 HZ2267
 HZ2267:                Primary Azimuth Mark                     Grid Az
 HZ2267:SPC IN E     -  SIX MILE RESET                           178 10 27.1
 HZ2267:UTM  16      -  SIX MILE RESET                           177 20 44.0
 HZ2267
 HZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0340753153(NAD 83)
 HZ2267
 HZ2267|---------------------------------------------------------------------|
 HZ2267| PID    Reference Object                     Distance      Geod. Az  |
 HZ2267|                                                           dddmmss.s |
 HZ2267| HZ2266 SIX MILE RESET                      APPROX. 4.8 KM 1780454.3 |
 HZ2267|---------------------------------------------------------------------|
 HZ2267
 HZ2267                          SUPERSEDED SURVEY CONTROL
 HZ2267
 HZ2267  NAD 83(1993)-  38 25 14.36959(N)    085 48 55.50911(W) AD(       ) 2
 HZ2267  NAD 83(1986)-  38 25 14.37271(N)    085 48 55.51535(W) AD(       ) 2
 HZ2267  NAD 27      -  38 25 14.13900(N)    085 48 55.65200(W) AD(       ) 2
 HZ2267  USSD        -  38 25 14.27200(N)    085 48 55.46600(W) AD(       ) 3
 HZ2267
 HZ2267.Superseded values are not recommended for survey control.
 HZ2267
 HZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2267.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2267
 HZ2267_MARKER: Z = SEE DESCRIPTION
 HZ2267_SETTING: 0 = UNSPECIFIED SETTING
 HZ2267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2267
 HZ2267  HISTORY     - Date     Condition        Report By
 HZ2267  HISTORY     - 1884     MONUMENTED       CGS
 HZ2267  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HZ2267
 HZ2267                          STATION DESCRIPTION
 HZ2267
 HZ2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (JLC)
 HZ2267'NOTE - NO DESCRIPTION AVAILABLE. STATION REPORTED LOST IN 1914.
 HZ2267
 HZ2267                          STATION RECOVERY (1935)
 HZ2267
 HZ2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2267'THIS STATION DESTROYED AND IS SUPPLANTED BY POPP, ESTABLISHED IN
 HZ2267'1914.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1925 ***********************************************************************
 JA1925  DESIGNATION -  HAYSVILLE 2
 JA1925  PID         -  JA1925
 JA1925  STATE/COUNTY-  IN/MARTIN
 JA1925  COUNTRY     -  US
 JA1925  USGS QUAD   -  ALFORDSVILLE (2019)
 JA1925
 JA1925                         *CURRENT SURVEY CONTROL
 JA1925  ______________________________________________________________________
 JA1925* NAD 83(1997) POSITION- 38 30 27.13951(N) 086 54 18.73086(W)   NO CHECK
 JA1925* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 JA1925  ______________________________________________________________________
 JA1925  GEOID HEIGHT    -        -32.598 (meters)                     GEOID18
 JA1925  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 JA1925  HORZ ORDER      -  THIRD
 JA1925
 JA1925.The horizontal coordinates were established by classical geodetic methods
 JA1925.and adjusted by the National Geodetic Survey in May 1999.
 JA1925
 JA1925.No horizontal observational check was made to the station.
 JA1925
 JA1925.The orthometric height was scaled from a topographic map.
 JA1925
 JA1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1925.GEOID18 height accuracy estimate available here.
 JA1925
 JA1925.Click photographs - Photos may exist for this station.
 JA1925
 JA1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1925
 JA1925. The following values were computed from the NAD 83(1997) position.
 JA1925
 JA1925;                    North         East     Units Scale Factor Converg.
 JA1925;SPC IN W     -   361,844.640   915,536.668   MT  0.99996964   +0 06 39.3
 JA1925;SPC IN W     - 1,187,151.96  3,003,723.22   sFT  0.99996964   +0 06 39.3
 JA1925;UTM  16      - 4,262,134.196   508,265.235   MT  0.99960084   +0 03 32.5
 JA1925
 JA1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1925!SPC IN W     -   0.99997768  x   0.99996964  =   0.99994732
 JA1925!UTM  16      -   0.99997768  x   0.99960084  =   0.99957853
 JA1925
 JA1925:                Primary Azimuth Mark                     Grid Az
 JA1925:SPC IN W     -  HAYSVILLE 2 AZ MK                        359 12 40.1
 JA1925:UTM  16      -  HAYSVILLE 2 AZ MK                        359 15 46.9
 JA1925
 JA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0826562134(NAD 83)
 JA1925
 JA1925|---------------------------------------------------------------------|
 JA1925| PID    Reference Object                     Distance      Geod. Az  |
 JA1925|                                                           dddmmss.s |
 JA1925| CG8002 HAYSVILLE 2 RM 3                     45.339 METERS 14754     |
 JA1925| CG8003 HAYSVILLE 2 RM 4                     64.380 METERS 19340     |
 JA1925| JA1924 HAYSVILLE                            32.108 METERS 22838     |
 JA1925| CG8001 HAYSVILLE 2 AZ MK                                  3591919.4 |
 JA1925|---------------------------------------------------------------------|
 JA1925
 JA1925                          SUPERSEDED SURVEY CONTROL
 JA1925
 JA1925  NAD 83(1986)-  38 30 27.14658(N)    086 54 18.73363(W) AD(       ) 3
 JA1925  NAD 27      -  38 30 26.95700(N)    086 54 18.73500(W) AD(       ) 3
 JA1925
 JA1925.Superseded values are not recommended for survey control.
 JA1925
 JA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1925.See file dsdata.pdf to determine how the superseded data were derived.
 JA1925
 JA1925_MARKER: DS = TRIANGULATION STATION DISK
 JA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1925_STAMPING: HAYSVILLE 2 1952
 JA1925_MARK LOGO: CGS
 JA1925_PROJECTION: RECESSED 46 CENTIMETERS
 JA1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1925+STABILITY: SURFACE MOTION
 JA1925
 JA1925  HISTORY     - Date     Condition        Report By
 JA1925  HISTORY     - 1952     MONUMENTED       CGS
 JA1925  HISTORY     - 1967     GOOD             CGS
 JA1925
 JA1925                          STATION DESCRIPTION
 JA1925
 JA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 JA1925'STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF HAYSVILLE, 0.1 MILE
 JA1925'EAST OF STATE HIGHWAY 45, IN A CULTIVATED FIELD AT THE REAR OF THE
 JA1925'HOME AND ON PROPERTY OF MR J L HOFFMAN.  IT IS 155 FEET NORTH OF THE
 JA1925'NORTHWEST CORNER OF MR HOFFMANS HOUSE, 95 FEET SOUTHEAST OF THE
 JA1925'SOUTHEAST CORNER OF A GLAZED TILE POULTRY BUILDING, 115 FEET NORTHEAST
 JA1925'OF A POWER LINE POLE AND 42 FEET EAST OF THE CENTER OF A GRAVEL
 JA1925'DRIVEWAY.  THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND
 JA1925'AND THE DISK IS STAMPED HAYSVILLE 2 1952.
 JA1925'
 JA1925'REFERENCE MARK NO 3 IS 58 FEET EAST OF THE NORTHEAST CORNER OF THE
 JA1925'HOUSE AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 JA1925'STAMPED HAYSVILLE 2 NO 3 1952.
 JA1925'
 JA1925'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 JA1925'HAYSVILLE 2 NO 4 1952 AND SET IN THE TOP OF A SMALL L SHAPED CULVERT
 JA1925'ABUTMENT.  IT IS 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA1925'HOUSE, 21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 3 FEET
 JA1925'SOUTHEAST OF A WHITE WITNESS POST.
 JA1925'
 JA1925'HAYSVILLE 1946 IS 96 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 38
 JA1925'FEET NORTHWEST OF A POWER LINE POLE AND 26 FEET WEST OF THE CENTER OF
 JA1925'A GRAVEL DRIVEWAY.  THE MARK IS ABOUT 3 FEET BELOW THE SURFACE OF THE
 JA1925'GROUND AND THE DISK IS STAMP HAYSVILLE 1946.
 JA1925'
 JA1925'AZIMUTH MARK IS 50 FEET NORTH OF A POWER LINE POLE, 40 FEET WEST OF
 JA1925'THE CENTER OF STATE HIGHWAY 45, 4 FEET EAST OF A WHITE WITNESS POST
 JA1925'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 JA1925'DISK IS STAMPED HAYSVILLE 2 1952.
 JA1925'
 JA1925'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 45 AND THE
 JA1925'MAIN CROSS STREET IN HAYSVILLE, GO NORTH ON HIGHWAY 45 FOR 1.6 MILES,
 JA1925'TO A GRAVEL T-ROAD RIGHT TURN RIGHT AND GO EAST FOR 0.1 MILE TO A
 JA1925'GRAVEL DRIVEWAY AND HOUSE ON THE LEFT, TURN LEFT AND GO NORTH ON
 JA1925'GRAVEL DRIVEWAY FOR ABOUT 250 FEET TO TOP OF HILL AND STATION ON THE
 JA1925'RIGHT AS DESCRIBED.
 JA1925'
 JA1925'TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON HIGHWAY 45 FOR
 JA1925'1.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JA1925'
 JA1925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1925
 JA1925                          STATION RECOVERY (1967)
 JA1925
 JA1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1925'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 JA1925'GOOD WITH THE BELOW CHANGES.
 JA1925'
 JA1925'REFERENCE MARK 3 IS 13 FEET WEST OF A 7 INCH APPLE TREE, 9 FEET SOUTH
 JA1925'OF THE WEST END OF A GRAPE ARBOR AND 2 INCHES BELOW THE SURFACE OF THE
 JA1925'GROUND.
 JA1925'
 JA1925'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 JA1925'
 JA1925'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56, 45 AND
 JA1925'U.S. HIGHWAY 231 AT THE SOUTHWEST EDGE OF HAYSVILLE, GO NORTH ON
 JA1925'HIGHWAY 231 AND 45 FOR 1.8 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT ON
 JA1925'HOFFMAN ROAD AND GO EAST FOR 0.1 MILE TO A DRIVEWAY AND HOUSE ON THE
 JA1925'LEFT.  THE STATION IS IN A FIELD JUST NORTH AND BEHIND THIS HOUSE.
 JA1925'
 JA1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JA1925'NORTHEAST OF HAYSVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2009 ***********************************************************************
 JA2009  DESIGNATION -  HAZELTON
 JA2009  PID         -  JA2009
 JA2009  STATE/COUNTY-  IN/GIBSON
 JA2009  COUNTRY     -  US
 JA2009  USGS QUAD   -  PATOKA (2019)
 JA2009
 JA2009                         *CURRENT SURVEY CONTROL
 JA2009  ______________________________________________________________________
 JA2009* NAD 83(1997) POSITION- 38 29 12.12551(N) 087 31 51.23404(W)   ADJUSTED
 JA2009* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 JA2009  ______________________________________________________________________
 JA2009  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 JA2009  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 JA2009  HORZ ORDER      -  SECOND
 JA2009
 JA2009.The horizontal coordinates were established by classical geodetic methods
 JA2009.and adjusted by the National Geodetic Survey in May 1999.
 JA2009
 JA2009.The orthometric height was scaled from a topographic map.
 JA2009
 JA2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2009.GEOID18 height accuracy estimate available here.
 JA2009
 JA2009.Click photographs - Photos may exist for this station.
 JA2009
 JA2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2009
 JA2009. The following values were computed from the NAD 83(1997) position.
 JA2009
 JA2009;                    North         East     Units Scale Factor Converg.
 JA2009;SPC IN W     -   359,611.540   860,951.700   MT  0.99998544   -0 16 42.7
 JA2009;SPC IN W     - 1,179,825.53  2,824,639.04   sFT  0.99998544   -0 16 42.7
 JA2009;UTM  16      - 4,259,951.311   453,698.132   MT  0.99962640   -0 19 49.4
 JA2009
 JA2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2009!SPC IN W     -   0.99997925  x   0.99998544  =   0.99996469
 JA2009!UTM  16      -   0.99997925  x   0.99962640  =   0.99960566
 JA2009
 JA2009:                Primary Azimuth Mark                     Grid Az
 JA2009:SPC IN W     -  HAZELTON AZ MK                           170 24 06.9
 JA2009:UTM  16      -  HAZELTON AZ MK                           170 27 13.6
 JA2009
 JA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5369859951(NAD 83)
 JA2009
 JA2009|---------------------------------------------------------------------|
 JA2009| PID    Reference Object                     Distance      Geod. Az  |
 JA2009|                                                           dddmmss.s |
 JA2009| CG8005 HAZELTON RM 1                        21.798 METERS 00155     |
 JA2009| JA2087 DECKER STANDPIPE                    APPROX. 3.5 KM 0171501.6 |
 JA2009| JA2010 HAZELTON TEL MICROWAVE KSN 89       APPROX. 4.9 KM 1543349.6 |
 JA2009| CG8004 HAZELTON AZ MK                                     1700724.2 |
 JA2009| CG8006 HAZELTON RM 2                        24.118 METERS 26107     |
 JA2009|---------------------------------------------------------------------|
 JA2009
 JA2009                          SUPERSEDED SURVEY CONTROL
 JA2009
 JA2009  NAD 83(1993)-  38 29 12.13399(N)    087 31 51.23454(W) AD(       ) 2
 JA2009  NAD 83(1986)-  38 29 12.13455(N)    087 31 51.23462(W) AD(       ) 2
 JA2009  NAD 27      -  38 29 11.96487(N)    087 31 51.15380(W) AD(       ) 2
 JA2009
 JA2009.Superseded values are not recommended for survey control.
 JA2009
 JA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2009.See file dsdata.pdf to determine how the superseded data were derived.
 JA2009
 JA2009_MARKER: DS = TRIANGULATION STATION DISK
 JA2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2009_STAMPING: HAZELTON 1967
 JA2009_MARK LOGO: CGS
 JA2009_PROJECTION: RECESSED 46 CENTIMETERS
 JA2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2009+STABILITY: SURFACE MOTION
 JA2009
 JA2009  HISTORY     - Date     Condition        Report By
 JA2009  HISTORY     - 1967     MONUMENTED       CGS
 JA2009
 JA2009                          STATION DESCRIPTION
 JA2009
 JA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2009'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF DECKER, 1 MILE
 JA2009'SOUTHEAST OF HAZELTON IN THE SOUTHEAST CORNER OF PASTURE ON LAND OWNED
 JA2009'BY MR ELLIS.
 JA2009'
 JA2009'TO REACH THE STATION FROM THE POST OFFICE IN HAZELTON, GO SOUTH AND
 JA2009'SOUTHEAST ON STATE HIGHWAY 56 FOR 0.85 MILE TO THE TOP OF A HILL AND
 JA2009'THE STATION ON THE RIGHT AS DESCRIBED.
 JA2009'
 JA2009'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2009'
 JA2009'STATION MARK, STAMPED HAZELTON 1967 IS SET 18 INCHES BELOW THE GROUND
 JA2009'SURFACE.  IT IS 21 FEET NORTHEAST FO A FENCE CORNER, 19 FEET NORTHEAST
 JA2009'OF A TELEPHONE POLE AND 13.5 FEET NORTH OF A FENCE.
 JA2009'
 JA2009'RM NO 1, STAMPED HAZELTON NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2009'SURFACE.  IT IS 9.5 FEET SOUTHWEST OF THE CENTER OF A METAL GATE, 2.2
 JA2009'FEET SOUTHEAST OF A METAL WITNESS POST AND 1.2 FEET EAST OF A FENCE.
 JA2009'
 JA2009'RM NO 2, STAMPED HAZELTON NO 2 1967 IS SET FLUSH WITH THE GROUND
 JA2009'SURFACE.  IT IS 17 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 2.2 FEET
 JA2009'WEST OF A METAL WITNESS POST AND 1.7 FEET NORTH OF A FENCE.
 JA2009'
 JA2009'AZIMUTH MARK, STAMPED HAZELTON 1967 IS SET FLUSH WITH THE GROUND
 JA2009'SURFACE.  IT IS 17 FEET EAST OF THE CENTER OF STATE HIGHWAY 56, 2 FEET
 JA2009'SOUTH OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A POWER POLE AND 1
 JA2009'FOOT WEST OF A FENCE.
 JA2009'
 JA2009'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 JA2009'56 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JA2009'
 JA2009'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2010 ***********************************************************************
 JA2010  DESIGNATION -  HAZELTON TEL MICROWAVE KSN 89
 JA2010  PID         -  JA2010
 JA2010  STATE/COUNTY-  IN/GIBSON
 JA2010  COUNTRY     -  US
 JA2010  USGS QUAD   -  PATOKA (2019)
 JA2010
 JA2010                         *CURRENT SURVEY CONTROL
 JA2010  ______________________________________________________________________
 JA2010* NAD 83(1997) POSITION- 38 26 49.19710(N) 087 30 24.79920(W)   ADJUSTED
 JA2010  ______________________________________________________________________
 JA2010  GEOID HEIGHT    -        -31.640 (meters)                     GEOID18
 JA2010  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 JA2010  HORZ ORDER      -  THIRD
 JA2010
 JA2010.The horizontal coordinates were established by classical geodetic methods
 JA2010.and adjusted by the National Geodetic Survey in May 1999.
 JA2010
 JA2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2010.GEOID18 height accuracy estimate available here.
 JA2010
 JA2010.Click photographs - Photos may exist for this station.
 JA2010
 JA2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2010
 JA2010. The following values were computed from the NAD 83(1997) position.
 JA2010
 JA2010;                    North         East     Units Scale Factor Converg.
 JA2010;SPC IN W     -   355,194.578   863,026.193   MT  0.99998350   -0 15 48.1
 JA2010;SPC IN W     - 1,165,334.21  2,831,445.10   sFT  0.99998350   -0 15 48.1
 JA2010;UTM  16      - 4,255,534.062   455,767.884   MT  0.99962409   -0 18 54.7
 JA2010
 JA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5576755534(NAD 83)
 JA2010
 JA2010                          SUPERSEDED SURVEY CONTROL
 JA2010
 JA2010  NAD 83(1993)-  38 26 49.20456(N)    087 30 24.79915(W) AD(       ) 3
 JA2010  NAD 83(1986)-  38 26 49.20600(N)    087 30 24.79984(W) AD(       ) 3
 JA2010  NAD 27      -  38 26 49.03781(N)    087 30 24.72418(W) AD(       ) 3
 JA2010
 JA2010.Superseded values are not recommended for survey control.
 JA2010
 JA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2010.See file dsdata.pdf to determine how the superseded data were derived.
 JA2010
 JA2010_MARKER: 44 = MICROWAVE MAST
 JA2010
 JA2010  HISTORY     - Date     Condition        Report By
 JA2010  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2010
 JA2010                          STATION DESCRIPTION
 JA2010
 JA2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2010'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PRINCETON, 5 MILES
 JA2010'NORTHEAST OF
 JA2010'PATOKA AND 3.5 MILES SOUTHEAST OF HAZLETON.  OWNER IS
 JA2010'WESTERN UNION TELEGRAPH COMPANY.
 JA2010'
 JA2010'TO REACH FROM THE POST OFFICE IN PATOKA, GO NORTH ON PAVED ROAD FOR
 JA2010'0.65 MILE TO THE
 JA2010'JUNCTION OF U S HIGHWAY 41.  CONTINUE NORTH ON U S
 JA2010'HIGHWAY 41 FOR 2.1 MILES TO A
 JA2010'CROSSROAD.  TURN RIGHT AND GO EASTERLY
 JA2010'ON STEELMAN CHAPEL, ROAD FOR 2.4 MILES TO A
 JA2010'CROSSROAD.  CONTINUE EAST
 JA2010'ON PAVED ROAD FOR 1.75 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JA2010'NORTH ON PAVED
 JA2010'ROAD FOR 0.35 MILE TO STATION ON LEFT AS DESCRIBED.
 JA2010'
 JA2010'THE MICROWAVE MAST IS 220 FEET HIGH, HAS TWO LARGE REFLECTORS ON TOP
 JA2010'AND IS PAINTED RED AND WHITE.
 JA2010'
 JA2010'POINT INTERSECTED WAS TOP AND CENTER OF DOUBLE MICROWAVE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2629 ***********************************************************************
 LB2629  DESIGNATION -  HEADLEE
 LB2629  PID         -  LB2629
 LB2629  STATE/COUNTY-  IN/WHITE
 LB2629  COUNTRY     -  US
 LB2629  USGS QUAD   -  BUFFALO (2019)
 LB2629
 LB2629                         *CURRENT SURVEY CONTROL
 LB2629  ______________________________________________________________________
 LB2629* NAD 83(1997) POSITION- 40 53 00.08209(N) 086 39 32.60027(W)   ADJUSTED
 LB2629* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 LB2629  ______________________________________________________________________
 LB2629  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 LB2629  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LB2629  HORZ ORDER      -  SECOND
 LB2629
 LB2629.The horizontal coordinates were established by classical geodetic methods
 LB2629.and adjusted by the National Geodetic Survey in May 1999.
 LB2629
 LB2629.The orthometric height was scaled from a topographic map.
 LB2629
 LB2629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2629.GEOID18 height accuracy estimate available here.
 LB2629
 LB2629.Click photographs - Photos may exist for this station.
 LB2629
 LB2629.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2629
 LB2629. The following values were computed from the NAD 83(1997) position.
 LB2629
 LB2629;                    North         East     Units Scale Factor Converg.
 LB2629;SPC IN W     -   625,691.660   935,758.395   MT  0.99998240   +0 16 39.7
 LB2629;SPC IN W     - 2,052,790.05  3,070,067.33   sFT  0.99998240   +0 16 39.7
 LB2629;UTM  16      - 4,525,864.556   528,724.459   MT  0.99961016   +0 13 23.4
 LB2629
 LB2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2629!SPC IN W     -   0.99997221  x   0.99998240  =   0.99995462
 LB2629!UTM  16      -   0.99997221  x   0.99961016  =   0.99958239
 LB2629
 LB2629:                Primary Azimuth Mark                     Grid Az
 LB2629:SPC IN W     -  INDIAN                                   103 10 54.5
 LB2629:UTM  16      -  INDIAN                                   103 14 10.8
 LB2629
 LB2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2872425864(NAD 83)
 LB2629
 LB2629|---------------------------------------------------------------------|
 LB2629| PID    Reference Object                     Distance      Geod. Az  |
 LB2629|                                                           dddmmss.s |
 LB2629| CC9316 HEADLEE RM 3                         16.123 METERS 03454     |
 LB2629| LB2620 INDIAN                              APPROX. 6.4 KM 1032734.2 |
 LB2629| LB1062 P 126                                78.013 METERS 10717     |
 LB2629| CC9314 HEADLEE RM 1                         24.104 METERS 23021     |
 LB2629| CC9313 HEADLEE AZ MK                                      2682422.1 |
 LB2629| CC9315 HEADLEE RM 2                         22.744 METERS 32033     |
 LB2629| CC9317 HEADLEE RM 4                         16.515 METERS 32230     |
 LB2629|---------------------------------------------------------------------|
 LB2629
 LB2629                          SUPERSEDED SURVEY CONTROL
 LB2629
 LB2629  NAD 83(1986)-  40 53 00.08777(N)    086 39 32.60990(W) AD(       ) 2
 LB2629  NAD 27      -  40 52 59.93800(N)    086 39 32.57640(W) AD(       ) 2
 LB2629
 LB2629.Superseded values are not recommended for survey control.
 LB2629
 LB2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2629.See file dsdata.pdf to determine how the superseded data were derived.
 LB2629
 LB2629_MARKER: DS = TRIANGULATION STATION DISK
 LB2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2629_STAMPING: HEADLEE 1947
 LB2629_MARK LOGO: CGS
 LB2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2629+STABILITY: SURFACE MOTION
 LB2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2629+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 LB2629
 LB2629  HISTORY     - Date     Condition        Report By
 LB2629  HISTORY     - 1947     MONUMENTED       CGS
 LB2629  HISTORY     - 1978     GOOD             NGS
 LB2629  HISTORY     - 20070927 GOOD             IN-181
 LB2629
 LB2629                          STATION DESCRIPTION
 LB2629
 LB2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2629'STATION IS LOCATED 9.3 MILE WEST OF ROYAL CENTER IN THE SOUTHWEST
 LB2629'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS NO. 16 AND 119.  IT IS
 LB2629'150 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAYS, 120 FEET WEST
 LB2629'OF THE CENTER OF HIGHWAY NO. 16, 93 FEET SOUTH OF THE CENTER OF
 LB2629'HIGHWAY NO. 119 AND 34 FEET NORTH OF THE CENTER OF GRAVEL ROAD.
 LB2629'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HEADLEE
 LB2629'1947.
 LB2629'
 LB2629'REFERENCE MARK NO. 1 IS 79.08 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2629'15 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A WHITE
 LB2629'WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS
 LB2629'ABOUT 3 INCHES AND THE DISK IS STAMPED HEADLEE NO 1 1947.
 LB2629'
 LB2629'REFERENCE MARK NO. 2 IS 74.62 FEET NORTHWEST OF THE STATION.  IT IS
 LB2629'15 FEET SOUTH OF THE CENTER OF HIGHWAY NO. 119.  THE MARK PROJECTS
 LB2629'ABOUT 2 INCHES AND THE DISK IS STAMPED HEADLEE NO 2 1947.
 LB2629'
 LB2629'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 37 FEET SOUTH OF
 LB2629'THE CENTER OF STATE HIGHWAY NO. 119, 2 FEET EAST OF A WHITE WITNESS
 LB2629'POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 6
 LB2629'INCHES AND THE DISK IS STAMPED HEADLEE 1947.
 LB2629'
 LB2629'P-126 (USC AND GS) BM IS 255.95 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2629'25 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 25 FEET EAST OF THE
 LB2629'CENTER OF STATE HIGHWAY NO. 16 AND 1 FOOT WEST OF A FENCELINE.  THE
 LB2629'MARK IS A 6X6 CONCRETE POST FLUSH WITH THE GROUND WITH A STANDARD
 LB2629'USC AND GS BM DISK STAMPED P 126 1946.
 LB2629'
 LB2629'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2629
 LB2629                          STATION RECOVERY (1978)
 LB2629
 LB2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2629'STATION MARK, AZIMUTH MARK AND P 126 (USC AND GS) BM FOUND IN GOOD
 LB2629'CONDITION.  REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND AND THE
 LB2629'DISK WAS SALVAGED.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 LB2629'DESTROYED BY ROAD WORK.  THE AZIMUTH MARK WAS BLOCKED BY A MAIL
 LB2629'BOX AND THE MAIL BOX POST.  REFERENCE MARKS 3 AND 4 WERE
 LB2629'ESTABLISHED AT THIS TIME.
 LB2629'
 LB2629'THE PREVIOUS DESCRIPTION AND TOO REACH ARE ADEQUATE FOR RECOVERY OF
 LB2629'STATION.
 LB2629'
 LB2629'THESE DISTANCES ARE SLOPE.
 LB2629'
 LB2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES WEST
 LB2629'OF ROYAL CENTER.
 LB2629'
 LB2629'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2629
 LB2629                          STATION RECOVERY (2007)
 LB2629
 LB2629'RECOVERY NOTE BY WHITE COUNTY INDIANA 2007 (DWS)
 LB2629'REFERENCE MARK NO. 2 FOUND.  USC AND GS BM P-126 FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2198 ***********************************************************************
 LB2198  DESIGNATION -  HEALY
 LB2198  PID         -  LB2198
 LB2198  STATE/COUNTY-  IN/NEWTON
 LB2198  COUNTRY     -  US
 LB2198  USGS QUAD   -  KENTLAND (2019)
 LB2198
 LB2198                         *CURRENT SURVEY CONTROL
 LB2198  ______________________________________________________________________
 LB2198* NAD 83(1997) POSITION- 40 50 39.40991(N) 087 26 07.88064(W)   ADJUSTED
 LB2198* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 LB2198  ______________________________________________________________________
 LB2198  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 LB2198  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 LB2198  HORZ ORDER      -  SECOND
 LB2198
 LB2198.The horizontal coordinates were established by classical geodetic methods
 LB2198.and adjusted by the National Geodetic Survey in May 1999.
 LB2198
 LB2198.The orthometric height was scaled from a topographic map.
 LB2198
 LB2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2198.GEOID18 height accuracy estimate available here.
 LB2198
 LB2198.Click photographs - Photos may exist for this station.
 LB2198
 LB2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2198
 LB2198. The following values were computed from the NAD 83(1997) position.
 LB2198
 LB2198;                    North         East     Units Scale Factor Converg.
 LB2198;SPC IN W     -   621,325.450   870,299.842   MT  0.99997752   -0 13 49.2
 LB2198;SPC IN W     - 2,038,465.25  2,855,308.73   sFT  0.99997752   -0 13 49.2
 LB2198;UTM  16      - 4,521,562.217   463,285.778   MT  0.99961659   -0 17 05.4
 LB2198
 LB2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2198!SPC IN W     -   0.99997354  x   0.99997752  =   0.99995106
 LB2198!UTM  16      -   0.99997354  x   0.99961659  =   0.99959014
 LB2198
 LB2198:                Primary Azimuth Mark                     Grid Az
 LB2198:SPC IN W     -  HEALY AZ MK RESET                        002 27 50.2
 LB2198:UTM  16      -  HEALY AZ MK RESET                        002 31 06.4
 LB2198
 LB2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6328521562(NAD 83)
 LB2198
 LB2198|---------------------------------------------------------------------|
 LB2198| PID    Reference Object                     Distance      Geod. Az  |
 LB2198|                                                           dddmmss.s |
 LB2198| CM3638 HEALY AZ MK RESET                                  0021401.0 |
 LB2198| CM3637 HEALY AZ MK                                        0060538.0 |
 LB2198| CM3639 HEALY RM 1                           25.609 METERS 11936     |
 LB2198| CM3641 HEALY RM 3                           20.001 METERS 13153     |
 LB2198| LB2196 KENTLAND MUNICIPAL TANK             APPROX. 8.5 KM 1850014.1 |
 LB2198| CM3640 HEALY RM 2                           76.885 METERS 20743     |
 LB2198|---------------------------------------------------------------------|
 LB2198
 LB2198                          SUPERSEDED SURVEY CONTROL
 LB2198
 LB2198  NAD 83(1986)-  40 50 39.41565(N)    087 26 07.88985(W) AD(       ) 2
 LB2198  NAD 27      -  40 50 39.28340(N)    087 26 07.79570(W) AD(       ) 2
 LB2198
 LB2198.Superseded values are not recommended for survey control.
 LB2198
 LB2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2198.See file dsdata.pdf to determine how the superseded data were derived.
 LB2198
 LB2198_MARKER: DS = TRIANGULATION STATION DISK
 LB2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2198_STAMPING: HEALY 1947
 LB2198_MARK LOGO: CGS
 LB2198_PROJECTION: RECESSED 30 CENTIMETERS
 LB2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2198+STABILITY: SURFACE MOTION
 LB2198
 LB2198  HISTORY     - Date     Condition        Report By
 LB2198  HISTORY     - 1947     MONUMENTED       CGS
 LB2198  HISTORY     - 1953     GOOD             CGS
 LB2198
 LB2198                          STATION DESCRIPTION
 LB2198
 LB2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2198'STATION IS LOCATED ABOUT 5 MILES NORTH OF KENTLAND AND ABOUT 7 MILES
 LB2198'SOUTH OF MOROCCO ON LAND OWNED BY MR. HEALY.  IT IS 252 FEET
 LB2198'NORTHEAST OF THE NORTHWEST CORNER OF BARN, 103 FEET WEST OF THE
 LB2198'CENTER OF U. S. HIGHWAY NO. 41, 72 FEET WEST OF A NORTH-SOUTH
 LB2198'FENCELINE AND 9 FEET SOUTH OF A EAST-WEST FENCELINE AND A WHITE
 LB2198'WITNESS POST.  THE MARK IS SUBSURFACE ABOUT 12 INCHES AND THE
 LB2198'DISK IS STAMPED HEALY 1947.
 LB2198'
 LB2198'REFERENCE MARK NO. 1 IS 84.02 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2198'35 FEET WEST OF THE CENTER OF HIGHWAY NO. 41 AND 1 FOOT WEST OF A
 LB2198'NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2198'HEALY NO 1 1947.
 LB2198'
 LB2198'REFERENCE MARK NO. 2 IS 252.25 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2198'35 FEET EAST OF A NORTH-SOUTH FENCELINE AND 1 FOOT NORTH OF THE
 LB2198'NORTHWEST CORNER OF BARN.  THE MARK IS FLUSH AND THE DISK IS
 LB2198'STAMPED HEALY NO 2 1947.
 LB2198'
 LB2198'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 29 FEET
 LB2198'EAST OF THE CENTER OF HIGHWAY NO. 41, 2 FEET SOUTH OF A WHITE WITNESS
 LB2198'POST AND 2 FEET WEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 LB2198'THE DISK IS STAMPED HEALY 1947.
 LB2198'
 LB2198'TO REACH THE STATION FROM THE COURTHOUSE IN KENTLAND GO NORTH ON
 LB2198'U. S. HIGHWAY NO. 41 FOR 4.5 MILE TO THE STATION ON THE LEFT,
 LB2198'CONTINUE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LB2198'
 LB2198'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2198
 LB2198                          STATION RECOVERY (1953)
 LB2198
 LB2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 LB2198'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LB2198'CONDITION.  AT THE REQUEST OF THE INDIANA HIGHWAY COMMISSION THE
 LB2198'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE MOVED.  A COMPLETE NEW
 LB2198'DESCRIPTION FOLLOWS--
 LB2198'
 LB2198'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF KENTLAND AND ABOUT 7
 LB2198'MILES SOUTH OF MOROCCO ON LAND OWNED BY MR. WHALEY.  IT IS 252 FEET
 LB2198'NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 103 FEET WEST OF THE
 LB2198'CENTER OF THE WEST LANE OF U. S. HIGHWAY 41, 20 FEET WEST OF A
 LB2198'FENCE LINE AND 9 FEET SOUTH OF A FENCE LINE.  THE MARK IS
 LB2198'SUBSURFACE ABOUT 12 INCHES AND THE DISK IS STAMPED HEALY 1947.
 LB2198'
 LB2198'REFERENCE MARK NO. 2 IS 35 FEET EAST OF A FENCE LINE AND 1 FOOT NORTH
 LB2198'OF THE NORTHWEST CORNER OF A BARN.  THE MARK IS FLUSH AND THE DISK
 LB2198'IS STAMPED HEALY NO 2 1947.
 LB2198'
 LB2198'REFERENCE MARK NO. 3 IS 55 FEET WEST OF THE CENTER OF THE WEST LANE
 LB2198'OF HIGHWAY 41 53 FEET WEST OF A FENCE CORNER AND 1 FOOT WEST OF A
 LB2198'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2198'STAMPED HEALY NO 3 1947.
 LB2198'
 LB2198'AZIMUTH MARK IS 51 FEET WEST OF THE WEST LANE OF HIGHWAY 41, 75 FEET
 LB2198'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE AND 1 FOOT WEST OF
 LB2198'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HEALY 1947
 LB2198'RESET 1953.
 LB2198'
 LB2198'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2198'HIGHWAY 24 EAST OF KENTLAND, GO NORTH ON HIGHWAY 41 FOR 5.0 MILES TO
 LB2198'THE STATION ON THE LEFT AS DESCRIBED.
 LB2198'
 LB2198'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON HIGHWAY 41 FOR 0.2 MILE
 LB2198'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2534 ***********************************************************************
 ME2534  DESIGNATION -  HEBRON
 ME2534  PID         -  ME2534
 ME2534  STATE/COUNTY-  IN/PORTER
 ME2534  COUNTRY     -  US
 ME2534  USGS QUAD   -  HEBRON (2019)
 ME2534
 ME2534                         *CURRENT SURVEY CONTROL
 ME2534  ______________________________________________________________________
 ME2534* NAD 83(1997) POSITION- 41 19 28.09312(N) 087 12 24.07568(W)   ADJUSTED
 ME2534* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 ME2534  ______________________________________________________________________
 ME2534  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 ME2534  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 ME2534  HORZ ORDER      -  THIRD
 ME2534
 ME2534.The horizontal coordinates were established by classical geodetic methods
 ME2534.and adjusted by the National Geodetic Survey in May 1999.
 ME2534
 ME2534.The orthometric height was scaled from a topographic map.
 ME2534
 ME2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2534.GEOID18 height accuracy estimate available here.
 ME2534
 ME2534.Click photographs - Photos may exist for this station.
 ME2534
 ME2534.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2534
 ME2534. The following values were computed from the NAD 83(1997) position.
 ME2534
 ME2534;                    North         East     Units Scale Factor Converg.
 ME2534;SPC IN W     -   674,599.050   889,672.965   MT  0.99996798   -0 04 53.2
 ME2534;SPC IN W     - 2,213,247.05  2,918,868.72   sFT  0.99996798   -0 04 53.2
 ME2534;UTM  16      - 4,574,797.963   482,702.769   MT  0.99960368   -0 08 11.3
 ME2534
 ME2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2534!SPC IN W     -   0.99997127  x   0.99996798  =   0.99993925
 ME2534!UTM  16      -   0.99997127  x   0.99960368  =   0.99957496
 ME2534
 ME2534:                Primary Azimuth Mark                     Grid Az
 ME2534:SPC IN W     -  HEBRON AZ MK                             308 42 45.4
 ME2534:UTM  16      -  HEBRON AZ MK                             308 46 03.5
 ME2534
 ME2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8270274797(NAD 83)
 ME2534
 ME2534|---------------------------------------------------------------------|
 ME2534| PID    Reference Object                     Distance      Geod. Az  |
 ME2534|                                                           dddmmss.s |
 ME2534| CM3647 HEBRON RM 2                          10.445 METERS 14553     |
 ME2534| CM3645 HEBRON AZ MK                                       3083752.2 |
 ME2534| CM3646 HEBRON RM 1                          16.873 METERS 35707     |
 ME2534|---------------------------------------------------------------------|
 ME2534
 ME2534                          SUPERSEDED SURVEY CONTROL
 ME2534
 ME2534  NAD 83(1986)-  41 19 28.09920(N)    087 12 24.08325(W) AD(       ) 3
 ME2534  NAD 27      -  41 19 27.95490(N)    087 12 23.97020(W) AD(       ) 3
 ME2534
 ME2534.Superseded values are not recommended for survey control.
 ME2534
 ME2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2534.See file dsdata.pdf to determine how the superseded data were derived.
 ME2534
 ME2534_MARKER: DS = TRIANGULATION STATION DISK
 ME2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2534_STAMPING: HEBRON 1952
 ME2534_MARK LOGO: CGS
 ME2534_PROJECTION: FLUSH
 ME2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2534+STABILITY: SURFACE MOTION
 ME2534
 ME2534  HISTORY     - Date     Condition        Report By
 ME2534  HISTORY     - 1952     MONUMENTED       CGS
 ME2534  HISTORY     - 1968     GOOD             CGS
 ME2534
 ME2534                          STATION DESCRIPTION
 ME2534
 ME2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2534'STATION IS LOCATED IN THE WEST EDGE OF HEBRON ALONG THE STATE HIGHWAY
 ME2534'53 AND IS ON HIGHWAY PROPERTY.  IT IS 99 FEET SOUTHEAST OF THE
 ME2534'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD EAST, 87 FEET SOUTHWEST OF
 ME2534'THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD, 27 FEET NORTHEAST OF THE
 ME2534'CENTER OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 ME2534'ROAD AND 6 FEET WEST OF A 14 INCH WALNUT TREE.  THE MARK IS FLUSH AND
 ME2534'THE DISK IS STAMPED HEBRON 1952.
 ME2534'
 ME2534'REFERENCE MARK NO. 1 IS 44 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 ME2534'RAILROAD, 20 FEET NORTHEAST OF THE CENTER OF DIRT ROAD AND 2 FEET WEST
 ME2534'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2534'STAMPED HEBRON NO 1 1952.
 ME2534'
 ME2534'REFERENCE MARK NO. 2 IS 29 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY
 ME2534'AND 28 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD.  THE MARK IS
 ME2534'FLUSH AND THE DISK IS STAMPED HEBRON NO 2 1952.
 ME2534'
 ME2534'AZIMUTH MARK IS 22 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 53
 ME2534'AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 ME2534'INCHES AND THE DISK IS STAMPED HEBRON 1952.
 ME2534'
 ME2534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53 AND
 ME2534'THE PENNSYLVANIA RAILROAD DEPOT IN HEBRON, GO WEST AND NORTH ON STATE
 ME2534'HIGHWAY 53 FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED,
 ME2534'CONTINUE ON HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ME2534'
 ME2534'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2534
 ME2534                          STATION RECOVERY (1968)
 ME2534
 ME2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2534'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2534'THE BELOW CHANGES.
 ME2534'
 ME2534'THE STATION MARK IS 59 FT (18.0 M) SOUTHEAST OF POINT OF TRIANGLE
 ME2534'FORMED BY THE HIGHWAY AND GRAVELED ROAD, 73 FT (22.3 M) SOUTHEAST OF A
 ME2534'POWER POLE AND 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 ME2534'
 ME2534'THE AZIMUTH MARK IS 5 FT (1.5 M) SOUTHEAST OF A POWER POLE AND 1 FT
 ME2534'(0.3 M) SOUTHEAST OF A METAL WITNESS POST.
 ME2534'
 ME2534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT HEBRON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2237 ***********************************************************************
 LB2237  DESIGNATION -  HECK RESET
 LB2237  PID         -  LB2237
 LB2237  STATE/COUNTY-  IN/WARREN
 LB2237  COUNTRY     -  US
 LB2237  USGS QUAD   -  WEST LEBANON (2019)
 LB2237
 LB2237                         *CURRENT SURVEY CONTROL
 LB2237  ______________________________________________________________________
 LB2237* NAD 83(1997) POSITION- 40 18 57.93061(N) 087 27 11.66243(W)   ADJUSTED
 LB2237* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 LB2237  ______________________________________________________________________
 LB2237  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 LB2237  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 LB2237  HORZ ORDER      -  FIRST
 LB2237
 LB2237.The horizontal coordinates were established by classical geodetic methods
 LB2237.and adjusted by the National Geodetic Survey in May 1999.
 LB2237
 LB2237.The orthometric height was scaled from a topographic map.
 LB2237
 LB2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2237.GEOID18 height accuracy estimate available here.
 LB2237
 LB2237.Click photographs - Photos may exist for this station.
 LB2237
 LB2237.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2237
 LB2237. The following values were computed from the NAD 83(1997) position.
 LB2237
 LB2237;                    North         East     Units Scale Factor Converg.
 LB2237;SPC IN W     -   562,680.234   868,559.424   MT  0.99997883   -0 14 21.6
 LB2237;SPC IN W     - 1,846,060.07  2,849,598.71   sFT  0.99997883   -0 14 21.6
 LB2237;UTM  16      - 4,462,939.831   461,490.521   MT  0.99961825   -0 17 35.7
 LB2237
 LB2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2237!SPC IN W     -   0.99996974  x   0.99997883  =   0.99994857
 LB2237!UTM  16      -   0.99996974  x   0.99961825  =   0.99958800
 LB2237
 LB2237:                Primary Azimuth Mark                     Grid Az
 LB2237:SPC IN W     -  HECK AZ MK                               086 30 38.4
 LB2237:UTM  16      -  HECK AZ MK                               086 33 52.5
 LB2237
 LB2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6149062939(NAD 83)
 LB2237
 LB2237|---------------------------------------------------------------------|
 LB2237| PID    Reference Object                     Distance      Geod. Az  |
 LB2237|                                                           dddmmss.s |
 LB2237| CM3651 HECK RM 3                            28.600 METERS 03105     |
 LB2237| CM3648 HECK AZ MK                                         0861616.8 |
 LB2237| CM3649 HECK RM 1                            32.638 METERS 17849     |
 LB2237| CM3650 HECK RM 2                            46.927 METERS 28348     |
 LB2237| CM3652 HECK RM 4                            22.993 METERS 30016     |
 LB2237|---------------------------------------------------------------------|
 LB2237
 LB2237                          SUPERSEDED SURVEY CONTROL
 LB2237
 LB2237  NAD 83(1986)-  40 18 57.93949(N)    087 27 11.67132(W) AD(       ) 1
 LB2237  NAD 27      -  40 18 57.80850(N)    087 27 11.62480(W) AD(       ) 1
 LB2237
 LB2237.Superseded values are not recommended for survey control.
 LB2237
 LB2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2237.See file dsdata.pdf to determine how the superseded data were derived.
 LB2237
 LB2237_MARKER: DS = TRIANGULATION STATION DISK
 LB2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2237_STAMPING: HECK 1934 1955
 LB2237_MARK LOGO: CGS
 LB2237_PROJECTION: RECESSED 30 CENTIMETERS
 LB2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2237+STABILITY: SURFACE MOTION
 LB2237
 LB2237  HISTORY     - Date     Condition        Report By
 LB2237  HISTORY     - 1934     MONUMENTED       CGS
 LB2237  HISTORY     - 1955     GOOD             CGS
 LB2237
 LB2237                          STATION DESCRIPTION
 LB2237
 LB2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2237'ABOUT 12 MILES BY ROAD NORTHWEST OF ATTICA, IN THE SOUTHEAST CORNER
 LB2237'OF LOT OWNED BY THE CHURCH OF GOD WHICH IS AT A GRAVEL CROSS ROAD
 LB2237'ABOUT 0.5 MILE WEST OF THE HECK FARMHOUSE, 28 FEET WEST OF THE
 LB2237'CENTER LINE OF ROAD, 64 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 LB2237'ACROSS THE ROAD FROM A VERY TALL LONE TREE IN A FIELD AND IS FLUSH
 LB2237'WITH THE GROUND.
 LB2237'
 LB2237'TO REACH FROM ATTICA, FOLLOW U. S. HIGHWAY 41 NORTHWEST FROM ITS
 LB2237'JUNCTION WITH STATE HIGHWAY 28 FOR 4.6 MILES TO GRAVEL CROSSROADS.
 LB2237'THENCE WEST FOR 7.4 MILES TO GRAVEL CROSSROADS AND STATION.
 LB2237'
 LB2237'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2237'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2237'
 LB2237'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 3 FEET WEST OF A CORNER
 LB2237'POST, 1.5 FEET NORTH OF A FENCE LINE, 20 FEET WEST OF THE CENTER
 LB2237'LINE OF THE ROAD, AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS
 LB2237'WEST-NORTHWEST OF THE STATION, 18 FEET SOUTH OF THE CENTER
 LB2237'LINE OF THE ROAD, 16 FEET EAST OF A CORNER POST, AND PROJECTS 4
 LB2237'INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS 209.04 FEET.
 LB2237'
 LB2237'AZIMUTH MARK IS EAST OF THE STATION, 6 INCHES SOUTH OF A FENCE LINE,
 LB2237'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A
 LB2237'LARGE STONE BOULDER, AND PROJECTS 5 INCHES.
 LB2237
 LB2237                          STATION RECOVERY (1955)
 LB2237
 LB2237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2237'STATION WAS RECOVERED AND THE STATION MARK, AZIMUTH MARK AND
 LB2237'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 LB2237'NO. 2 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE
 LB2237'STATION MARK WAS LOWERED AND TWO NEW REFERENCE MARKS, NO. 3 AND
 LB2237'NO. 4, WERE ESTABLISHED.  THE CHURCH REFERRED TO IN THE
 LB2237'ORIGINAL DESCRIPTION IS NO LONGER THERE.  THE DISTANCE AND
 LB2237'DIRECTION TO THE AZIMUTH MARK CHECKED.  THE DISTANCE AND
 LB2237'DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK.  A COMPLETE NEW
 LB2237'DESCRIPTION FOLLOWS--
 LB2237'
 LB2237'STATION IS LOCATED ON THE PROPERTY OF R. G. FOX IN THE SOUTHWEST
 LB2237'ANGLE OF A GRAVEL ROAD INTERSECTION ABOUT 8 MILES WEST OF
 LB2237'WILLIAMSPORT AND ABOUT 6 MILES SOUTHWEST OF CARBONDALE.  IT IS 64
 LB2237'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 56 FEET SOUTH
 LB2237'OF THE CENTER OF A GRAVEL ROAD, 28 FEET WEST OF THE CENTER OF A
 LB2237'GRAVEL ROAD, 6 FEET WEST OF A WHITE WITNESS POST AND 5 FEET WEST OF
 LB2237'A FENCE.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 LB2237'STAMPED HECK 1934 1955.
 LB2237'
 LB2237'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 LB2237'AND 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LB2237'THE DISK IS STAMPED HECK NO 1 1934.
 LB2237'
 LB2237'REFERENCE MARK NO. 3 IS 24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 LB2237'24 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A POWER
 LB2237'LINE POLE AND 2 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS
 LB2237'ABOUT 4 INCHES AND THE DISK IS STAMPED HECK NO 3 1934 1955.
 LB2237'
 LB2237'REFERENCE MARK NO. 4 IS 18 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 LB2237'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2237'THE DISK IS STAMPED HECK NO 4 1934 1955.
 LB2237'
 LB2237'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 10 FEET
 LB2237'WEST OF A LARGE BOULDER, 2 FEET SOUTHWEST OF A WHITE WITNESS POST
 LB2237'AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2237'THE DISK IS STAMPED HECK AZIMUTH 1934.
 LB2237'
 LB2237'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2237'HIGHWAY 63 ABOUT 1 MILE SOUTH OF CARBONDALE, GO SOUTHWEST AND SOUTH
 LB2237'ON HIGHWAY 63 FOR 3.3 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND
 LB2237'GO WEST ON GRAVEL ROAD FOR 3.6 MILES TO A GRAVEL CROSSROAD AND THE
 LB2237'STATION ON THE LEFT AS DESCRIBED.
 LB2237'
 LB2237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 LB2237'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2237'
 LB2237'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2560 ***********************************************************************
 LB2560  DESIGNATION -  HEDDRICH
 LB2560  PID         -  LB2560
 LB2560  STATE/COUNTY-  IN/CLINTON
 LB2560  COUNTRY     -  US
 LB2560  USGS QUAD   -  PYRMONT (2019)
 LB2560
 LB2560                         *CURRENT SURVEY CONTROL
 LB2560  ______________________________________________________________________
 LB2560* NAD 83(1997) POSITION- 40 24 20.88875(N) 086 38 50.48067(W)   ADJUSTED
 LB2560* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2560  ______________________________________________________________________
 LB2560  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 LB2560  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 LB2560  HORZ ORDER      -  FIRST
 LB2560
 LB2560.The horizontal coordinates were established by classical geodetic methods
 LB2560.and adjusted by the National Geodetic Survey in May 1999.
 LB2560
 LB2560.The orthometric height was scaled from a topographic map.
 LB2560
 LB2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2560.GEOID18 height accuracy estimate available here.
 LB2560
 LB2560.Click photographs - Photos may exist for this station.
 LB2560
 LB2560.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2560
 LB2560. The following values were computed from the NAD 83(1997) position.
 LB2560
 LB2560;                    North         East     Units Scale Factor Converg.
 LB2560;SPC IN W     -   572,667.109   937,007.311   MT  0.99998352   +0 16 57.4
 LB2560;SPC IN W     - 1,878,825.34  3,074,164.82   sFT  0.99998352   +0 16 57.4
 LB2560;UTM  16      - 4,472,858.591   529,922.693   MT  0.99961102   +0 13 42.9
 LB2560
 LB2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2560!SPC IN W     -   0.99997162  x   0.99998352  =   0.99995514
 LB2560!UTM  16      -   0.99997162  x   0.99961102  =   0.99958265
 LB2560
 LB2560:                Primary Azimuth Mark                     Grid Az
 LB2560:SPC IN W     -  HEDDRICH AZ MK                           002 28 55.1
 LB2560:UTM  16      -  HEDDRICH AZ MK                           002 32 09.6
 LB2560
 LB2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2992272858(NAD 83)
 LB2560
 LB2560|---------------------------------------------------------------------|
 LB2560| PID    Reference Object                     Distance      Geod. Az  |
 LB2560|                                                           dddmmss.s |
 LB2560| CC9319 HEDDRICH AZ MK                                     0024552.5 |
 LB2560| CC9320 HEDDRICH RM 1                        25.534 METERS 06844     |
 LB2560| LB2543 ROSSVILLE MUNICIPAL TANK            APPROX. 5.0 KM 0712827.8 |
 LB2560| CC9321 HEDDRICH RM 2                        28.340 METERS 21439     |
 LB2560|---------------------------------------------------------------------|
 LB2560
 LB2560                          SUPERSEDED SURVEY CONTROL
 LB2560
 LB2560  NAD 83(1986)-  40 24 20.89510(N)    086 38 50.49286(W) AD(       ) 1
 LB2560  NAD 27      -  40 24 20.77690(N)    086 38 50.47410(W) AD(       ) 1
 LB2560
 LB2560.Superseded values are not recommended for survey control.
 LB2560
 LB2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2560.See file dsdata.pdf to determine how the superseded data were derived.
 LB2560
 LB2560_MARKER: DS = TRIANGULATION STATION DISK
 LB2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2560_STAMPING: HEDDRICH 1948
 LB2560_MARK LOGO: CGS
 LB2560_PROJECTION: PROJECTING 10 CENTIMETERS
 LB2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2560+STABILITY: SURFACE MOTION
 LB2560
 LB2560  HISTORY     - Date     Condition        Report By
 LB2560  HISTORY     - 1948     MONUMENTED       CGS
 LB2560  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LB2560
 LB2560                          STATION DESCRIPTION
 LB2560
 LB2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2560'STATION IS LOCATED ABOUT 3 MILES WEST OF ROSSVILLE.  IT IS 100 FEET
 LB2560'WEST OF THE CENTER OF GRAVEL ROAD, 85 FEET NORTHEAST OF THE
 LB2560'NORTHEAST CORNER OF TOOL SHED, 27 FEET EAST OF A NORTH-SOUTH
 LB2560'FENCELINE AND 24 FEET SOUTH OF A EAST-WEST FENCELINE.  THE MARK
 LB2560'PROJECTS 4 INCHES AND THE DISK IS STAMPED HEDDRICH 1948.
 LB2560'
 LB2560'REFERENCE MARK NO. 1 IS 83.77 FEET NORTHEAST OF THE STATION.  IT IS
 LB2560'18 FEET WEST OF THE CENTER OF GRAVEL ROAD, 4 FEET NORTH OF A WHITE
 LB2560'WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 8
 LB2560'INCHES AND THE DISK IS STAMPED HEDDRICH NO 1 1948.
 LB2560'
 LB2560'REFERENCE MARK NO. 2 IS 92.98 FEET SOUTHWEST OF THE STATION.  IT IS 1
 LB2560'FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF TOOL SHED.  THE MARK
 LB2560'PROJECTS 8 INCHES AND THE DISK IS STAMPED HEDDRICH NO 2 1948.
 LB2560'
 LB2560'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 16 FEET WEST OF
 LB2560'THE CENTER OF GRAVEL ROAD, 4 FEET EAST OF A CONCRETE CORNER POST AND
 LB2560'4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 LB2560'THE DISK IS STAMPED HEDDRICH 1948.
 LB2560'
 LB2560'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NO. 39
 LB2560'AND NO. 26 IN ROSSVILLE GO WEST ON STATE HIGHWAY NO. 26 FOR 2.8
 LB2560'MILES TO A T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND GO SOUTH FOR
 LB2560'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE TO
 LB2560'THE STATION ON THE RIGHT AS DESCRIBED.
 LB2560'
 LB2560'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2560
 LB2560                          STATION RECOVERY (1954)
 LB2560
 LB2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2560'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 LB2560'MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 1 AND THE
 LB2560'AZIMUTH MARK WERE IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE
 LB2560'AZIMUTH MARK WERE USED FOR THE NEW STATION HEDDRICH 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2558 ***********************************************************************
 LB2558  DESIGNATION -  HEDDRICH 2
 LB2558  PID         -  LB2558
 LB2558  STATE/COUNTY-  IN/CLINTON
 LB2558  COUNTRY     -  US
 LB2558  USGS QUAD   -  PYRMONT (2019)
 LB2558
 LB2558                         *CURRENT SURVEY CONTROL
 LB2558  ______________________________________________________________________
 LB2558* NAD 83(1997) POSITION- 40 24 21.12330(N) 086 38 49.98101(W)   ADJUSTED
 LB2558* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2558  ______________________________________________________________________
 LB2558  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 LB2558  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 LB2558  HORZ ORDER      -  SECOND
 LB2558
 LB2558.The horizontal coordinates were established by classical geodetic methods
 LB2558.and adjusted by the National Geodetic Survey in May 1999.
 LB2558
 LB2558.The orthometric height was scaled from a topographic map.
 LB2558
 LB2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2558.GEOID18 height accuracy estimate available here.
 LB2558
 LB2558.Click photographs - Photos may exist for this station.
 LB2558
 LB2558.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2558
 LB2558. The following values were computed from the NAD 83(1997) position.
 LB2558
 LB2558;                    North         East     Units Scale Factor Converg.
 LB2558;SPC IN W     -   572,674.401   937,019.057   MT  0.99998353   +0 16 57.7
 LB2558;SPC IN W     - 1,878,849.26  3,074,203.36   sFT  0.99998353   +0 16 57.7
 LB2558;UTM  16      - 4,472,865.870   529,934.441   MT  0.99961103   +0 13 43.2
 LB2558
 LB2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2558!SPC IN W     -   0.99997162  x   0.99998353  =   0.99995515
 LB2558!UTM  16      -   0.99997162  x   0.99961103  =   0.99958266
 LB2558
 LB2558:                Primary Azimuth Mark                     Grid Az
 LB2558:SPC IN W     -  HEDDRICH AZ MK                           001 04 09.4
 LB2558:UTM  16      -  HEDDRICH AZ MK                           001 07 23.9
 LB2558
 LB2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2993472865(NAD 83)
 LB2558
 LB2558|---------------------------------------------------------------------|
 LB2558| PID    Reference Object                     Distance      Geod. Az  |
 LB2558|                                                           dddmmss.s |
 LB2558| CC9319 HEDDRICH AZ MK                                     0012107.1 |
 LB2558| LB2543 ROSSVILLE MUNICIPAL TANK            APPROX. 5.0 KM 0713036.5 |
 LB2558| CC9320 HEDDRICH RM 1                        12.113 METERS 08036     |
 LB2558| CC9322 HEDDRICH 2 RM 3                      40.892 METERS 22239     |
 LB2558|---------------------------------------------------------------------|
 LB2558
 LB2558                          SUPERSEDED SURVEY CONTROL
 LB2558
 LB2558  NAD 83(1986)-  40 24 21.12993(N)    086 38 49.99308(W) AD(       ) 2
 LB2558  NAD 27      -  40 24 20.99750(N)    086 38 49.97200(W) AD(       ) 2
 LB2558
 LB2558.Superseded values are not recommended for survey control.
 LB2558
 LB2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2558.See file dsdata.pdf to determine how the superseded data were derived.
 LB2558
 LB2558_MARKER: DS = TRIANGULATION STATION DISK
 LB2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2558_STAMPING: HEDDRICH 2 1954
 LB2558_MARK LOGO: CGS
 LB2558_PROJECTION: FLUSH
 LB2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2558+STABILITY: SURFACE MOTION
 LB2558
 LB2558  HISTORY     - Date     Condition        Report By
 LB2558  HISTORY     - 1954     MONUMENTED       CGS
 LB2558  HISTORY     - 1966     GOOD             CGS
 LB2558
 LB2558                          STATION DESCRIPTION
 LB2558
 LB2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2558'STATION IS LOCATED ABOUT 3 MILES WEST OF ROSSVILLE, AT THE NORTH EDGE
 LB2558'OF A SMALL ORCHARD ON PROPERTY OWNED BY MR. HARSHBARGER.  IT IS 98
 LB2558'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SHED, 55 FEET
 LB2558'WEST OF THE CENTER OF A GRAVEL ROAD, 40 FEET WEST OF A NORTH-SOUTH
 LB2558'FENCE LINE AND A WHITE WITNESS POST AND 1 FOOT SOUTH OF AN
 LB2558'EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2558'HEDDRICH 2 1954.
 LB2558'
 LB2558'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 LB2558'3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 LB2558'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HEDDRICH NO 1
 LB2558'1948.
 LB2558'
 LB2558'REFERENCE MARK NO. 3 IS 36 FEET WEST OF THE NORTHWEST CORNER OF A
 LB2558'SMALL SHED AND 1 FOOT EAST OF THE SOUTHEAST CORNER OF A BARN.  THE
 LB2558'MARK IS FLUSH AND THE DISK IS STAMPED HEDDRICH 2 NO 3 1954.
 LB2558'
 LB2558'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 LB2558'EAST OF A FENCE LINE AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.
 LB2558'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HEDDRICH 1948.
 LB2558'
 LB2558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 26 IN
 LB2558'ROSSVILLE, GO WEST ON HIGHWAY 26 FOR 2.75 MILES TO A SIDE ROAD LEFT,
 LB2558'TURN LEFT AND GO SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 LB2558'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO
 LB2558'THE STATION ON THE RIGHT AS DESCRIBED.
 LB2558'
 LB2558'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2558
 LB2558                          STATION RECOVERY (1966)
 LB2558
 LB2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2558'HEDDRICH 2 1954 IN GOOD CONDITION.
 LB2558'HEDDRICH NO 1 1948 IN GOOD CONDITION.
 LB2558'HEDDRICH 2 NO 3 1954 IN GOOD CONDITION.
 LB2558'AZ MK HEDDRICH 1948 IN GOOD CONDITION.
 LB2558'
 LB2558'DELETE REFERENCE TO EAST-WEST FENCE IN STATION MARK PORTION OF
 LB2558'DESCRIPTION.  DELETE WITNESS POST FROM BOTH STA. MARK AND REF. MK
 LB2558'NO. 1 PORTIONS OF DESCRIPTION.  OTHERWISE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2246 ***********************************************************************
 LB2246  DESIGNATION -  HEDRICK
 LB2246  PID         -  LB2246
 LB2246  STATE/COUNTY-  IN/WARREN
 LB2246  COUNTRY     -  US
 LB2246  USGS QUAD   -  BISMARCK (2018)
 LB2246
 LB2246                         *CURRENT SURVEY CONTROL
 LB2246  ______________________________________________________________________
 LB2246* NAD 83(1997) POSITION- 40 16 54.49106(N) 087 31 45.92564(W)   ADJUSTED
 LB2246* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 LB2246  ______________________________________________________________________
 LB2246  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 LB2246  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 LB2246  HORZ ORDER      -  SECOND
 LB2246
 LB2246.The horizontal coordinates were established by classical geodetic methods
 LB2246.and adjusted by the National Geodetic Survey in May 1999.
 LB2246
 LB2246.The orthometric height was scaled from a topographic map.
 LB2246
 LB2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2246.GEOID18 height accuracy estimate available here.
 LB2246
 LB2246.Click photographs - Photos may exist for this station.
 LB2246
 LB2246.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2246
 LB2246. The following values were computed from the NAD 83(1997) position.
 LB2246
 LB2246;                    North         East     Units Scale Factor Converg.
 LB2246;SPC IN W     -   558,902.739   862,064.871   MT  0.99998437   -0 17 18.3
 LB2246;SPC IN W     - 1,833,666.74  2,828,291.16   sFT  0.99998437   -0 17 18.3
 LB2246;UTM  16      - 4,459,169.804   454,994.758   MT  0.99962493   -0 20 32.3
 LB2246
 LB2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2246!SPC IN W     -   0.99997175  x   0.99998437  =   0.99995612
 LB2246!UTM  16      -   0.99997175  x   0.99962493  =   0.99959669
 LB2246
 LB2246:                Primary Azimuth Mark                     Grid Az
 LB2246:SPC IN W     -  HEDRICK AZ MK                            357 21 37.8
 LB2246:UTM  16      -  HEDRICK AZ MK                            357 24 51.8
 LB2246
 LB2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5499459169(NAD 83)
 LB2246
 LB2246|---------------------------------------------------------------------|
 LB2246| PID    Reference Object                     Distance      Geod. Az  |
 LB2246|                                                           dddmmss.s |
 LB2246| CM3654 HEDRICK RM 1                         21.500 METERS 17942     |
 LB2246| CM3655 HEDRICK RM 2                         23.115 METERS 27430     |
 LB2246| CM3653 HEDRICK AZ MK                                      3570419.5 |
 LB2246|---------------------------------------------------------------------|
 LB2246
 LB2246                          SUPERSEDED SURVEY CONTROL
 LB2246
 LB2246  NAD 83(1986)-  40 16 54.50028(N)    087 31 45.93429(W) AD(       ) 2
 LB2246  NAD 27      -  40 16 54.36960(N)    087 31 45.87120(W) AD(       ) 2
 LB2246
 LB2246.Superseded values are not recommended for survey control.
 LB2246
 LB2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2246.See file dsdata.pdf to determine how the superseded data were derived.
 LB2246
 LB2246_MARKER: DS = TRIANGULATION STATION DISK
 LB2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2246_STAMPING: HEDRICK 1955
 LB2246_MARK LOGO: CGS
 LB2246_PROJECTION: FLUSH
 LB2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2246+STABILITY: SURFACE MOTION
 LB2246
 LB2246  HISTORY     - Date     Condition        Report By
 LB2246  HISTORY     - 1955     MONUMENTED       CGS
 LB2246  HISTORY     - 20060112 MARK NOT FOUND   INDOT
 LB2246
 LB2246                          STATION DESCRIPTION
 LB2246
 LB2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2246'STATION IS LOCATED ABOUT 8 MILES WEST OF W. LEBANON AND 2 MILES
 LB2246'SOUTHWEST OF HEDRICK, NEAR THE CENTER OF A TRIANGULAR PLOT FORMED BY
 LB2246'STATE HIGHWAY 28, ILLINOIS-INDIANA STATE LINE ROAD AND A GRAVEL
 LB2246'CUT-OFF ROAD WHICH IS AN EXTENSION WESTWARD OF HIGHWAY 28 TO THE
 LB2246'STATE LINE ROAD.  IT IS 92 FEET SOUTHEAST OF THE INTERSECTION OF IND.
 LB2246'STATE HIGHWAY 28 AND ILL. STATE HIGHWAY 119 WITH THE STATE LINE ROAD
 LB2246'WHICH IS A GRAVEL NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER OF
 LB2246'THE CUT-OFF-ROAD AND 54 FEET EAST OF THE CENTER OF THE STATE
 LB2246'LINE ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED HEDRICK 1955.
 LB2246'
 LB2246'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LB2246'CUT-OFF-ROAD, 2 FEET NORTHWEST OF A POWER LINE POLE AND 2 FEET
 LB2246'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2246'IS STAMPED HEDRICK NO 1 1955.
 LB2246'
 LB2246'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF A FENCE CORNER, 21 FEET
 LB2246'WEST OF THE CENTER OF THE STATE LINE ROAD AND 1 FOOT EAST OF A FENCE
 LB2246'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2246'HEDRICK NO 2 1955.
 LB2246'
 LB2246'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF THE STATE LINE ROAD, 2
 LB2246'FEET SOUTHEAST OF A FENCE CORNER AND WHITE WITNESS POST AND 1 FOOT
 LB2246'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HEDRICK
 LB2246'1955.
 LB2246'
 LB2246'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 28 AND
 LB2246'63, ABOUT 1 MILE NORTH OF W. LEBANON, GO WEST ON HIGHWAY 28 FOR 7.5
 LB2246'MILES TO THE ILLINOIS-INDIANA STATE LINE AND THE STATION ON THE
 LB2246'LEFT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 LB2246'
 LB2246'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE STATE
 LB2246'LINE ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT, WEST SIDE OF ROAD
 LB2246'AS DESCRIBED.
 LB2246'
 LB2246'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2246
 LB2246                          STATION RECOVERY (2006)
 LB2246
 LB2246'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006
 LB2246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1487 ***********************************************************************
 MD1487  DESIGNATION -  HELMER
 MD1487  PID         -  MD1487
 MD1487  STATE/COUNTY-  IN/DE KALB
 MD1487  COUNTRY     -  US
 MD1487  USGS QUAD   -  STROH (2019)
 MD1487
 MD1487                         *CURRENT SURVEY CONTROL
 MD1487  ______________________________________________________________________
 MD1487* NAD 83(1997) POSITION- 41 30 25.46728(N) 085 09 27.24747(W)   ADJUSTED
 MD1487* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 MD1487  ______________________________________________________________________
 MD1487  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 MD1487  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 MD1487  HORZ ORDER      -  THIRD
 MD1487
 MD1487.The horizontal coordinates were established by classical geodetic methods
 MD1487.and adjusted by the National Geodetic Survey in May 1999.
 MD1487
 MD1487.The orthometric height was scaled from a topographic map.
 MD1487
 MD1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1487.GEOID18 height accuracy estimate available here.
 MD1487
 MD1487.Click photographs - Photos may exist for this station.
 MD1487
 MD1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1487
 MD1487. The following values were computed from the NAD 83(1997) position.
 MD1487
 MD1487;                    North         East     Units Scale Factor Converg.
 MD1487;SPC IN E     -   694,996.520   142,501.752   MT  0.99998889   +0 20 14.6
 MD1487;SPC IN E     - 2,280,167.75    467,524.50   sFT  0.99998889   +0 20 14.6
 MD1487;UTM  16      - 4,596,688.263   653,760.956   MT  0.99989096   +1 13 16.5
 MD1487
 MD1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1487!SPC IN E     -   0.99995581  x   0.99998889  =   0.99994470
 MD1487!UTM  16      -   0.99995581  x   0.99989096  =   0.99984678
 MD1487
 MD1487:                Primary Azimuth Mark                     Grid Az
 MD1487:SPC IN E     -  HELMER AZ MK                             182 59 02.7
 MD1487:UTM  16      -  HELMER AZ MK                             182 06 00.8
 MD1487
 MD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5376096688(NAD 83)
 MD1487
 MD1487|---------------------------------------------------------------------|
 MD1487| PID    Reference Object                     Distance      Geod. Az  |
 MD1487|                                                           dddmmss.s |
 MD1487| CC9324 HELMER RM 1                          31.635 METERS 08959     |
 MD1487| CC9323 HELMER AZ MK                                       1831917.3 |
 MD1487| CC9325 HELMER RM 2                          32.117 METERS 19358     |
 MD1487| CC9326 HELMER RM 3                          23.663 METERS 33554     |
 MD1487|---------------------------------------------------------------------|
 MD1487
 MD1487                          SUPERSEDED SURVEY CONTROL
 MD1487
 MD1487  NAD 83(1995)-  41 30 25.46843(N)    085 09 27.25086(W) AD(       ) 3
 MD1487  NAD 83(1994)-  41 30 25.46831(N)    085 09 27.25966(W) AD(       ) 3
 MD1487  NAD 83(1986)-  41 30 25.46777(N)    085 09 27.26010(W) AD(       ) 3
 MD1487  NAD 27      -  41 30 25.28780(N)    085 09 27.36380(W) AD(       ) 3
 MD1487
 MD1487.Superseded values are not recommended for survey control.
 MD1487
 MD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1487.See file dsdata.pdf to determine how the superseded data were derived.
 MD1487
 MD1487_MARKER: DS = TRIANGULATION STATION DISK
 MD1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1487_STAMPING: HELMER 1946
 MD1487_MARK LOGO: CGS
 MD1487_PROJECTION: FLUSH
 MD1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1487+STABILITY: SURFACE MOTION
 MD1487
 MD1487  HISTORY     - Date     Condition        Report By
 MD1487  HISTORY     - 1946     MONUMENTED       CGS
 MD1487  HISTORY     - 1959     GOOD             CGS
 MD1487  HISTORY     - 1960     GOOD             CGS
 MD1487
 MD1487                          STATION DESCRIPTION
 MD1487
 MD1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1487'THE STATION IS LOCATED ALONG INDIANA HIGHWAY NO. 327 ABOUT 1-3/4 MILES
 MD1487'SOUTH SOUTHWEST FROM HELMER AND 5 MILES WEST-SOUTHWEST FROM ASHLEY.
 MD1487'IT IS 69 FEET EAST OF THE CENTERLINE OF INDIANA HIGHWAY NO. 327, 30
 MD1487'FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 MD1487'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1487'HELMER 1946.
 MD1487'
 MD1487'REFERENCE MARK NO. 1 IS 103.80 FEET EAST OF THE STATION AND 1 FOOT
 MD1487'SOUTH OF AN EASTWEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1487'THE DISK IS STAMPED HELMER NO 1 1946.
 MD1487'
 MD1487'REFERENCE MARK NO. 2 IS 105.38 FEET SOUTHWEST OF THE STATION, 38 FEET
 MD1487'EAST OF THE CENTERLINE OF INDIANA NO. 327 AND 1 FOOT EAST OF A
 MD1487'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 MD1487'IS STAMPED HELMER NO 2 1946.
 MD1487'
 MD1487'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 38 FEET WEST OF THE
 MD1487'CENTERLINE OF INDIANA HIGHWAY NO. 327, 1 FOOT NORTH OF A WHITE WITNESS
 MD1487'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 MD1487'ABOUT 4 INCHES AND THE DISK IS STAMPED HELMER 1946.
 MD1487'
 MD1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6 AND
 MD1487'INDIANA HIGHWAY NO.  327 ON THE NORTH SIDE OF CORUNNA, GO WEST ON THE
 MD1487'TWO HIGHWAYS FOR 0.4 MILE TO WHERE INDIANA HIGHWAY 327 TURNS NORTH.
 MD1487'GO NORTH ON THIS HIGHWAY FOR 4.4 MILES TO THE AZIMUTH MARK ON THE LEFT
 MD1487'AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON
 MD1487'THE RIGHT.
 MD1487'
 MD1487'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1487
 MD1487                          STATION RECOVERY (1959)
 MD1487
 MD1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MD1487'THE STATION MARKS, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 MD1487'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 MD1487'DIRECTIONS TO REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 MD1487'VERIFIED.  OBSERVATIONS WERE MADE USING THE AZIMUTH MARK AS THE
 MD1487'INITIAL SO THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE VERIFIED.
 MD1487'
 MD1487'AT THE PROPERTY OWNERS REQUEST, THE STATION MARK WAS LOWERED 15 INCHES
 MD1487'BELOW THE SURFACE OF THE GROUND AND REFERENCE MARK NO. 1 WAS
 MD1487'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 MD1487'
 MD1487'A NEW DESCRIPTION FOLLOWS.
 MD1487'
 MD1487'THE STATION IS ABOUT 1-3/4 MILES SOUTH OF HELMER, 5 MILES SOUTHWEST OF
 MD1487'ASHLEY, 4.5 MILES NORTH OF CORUNNA, ALONG THE EAST SIDE OF STATE
 MD1487'HIGHWAY 327 AND ON PROPERTY OWNED BY MR. GRA W. SMITH.
 MD1487'
 MD1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1487'HIGHWAY 327 ON THE NORTH SIDE OF CORUNNA, GO WEST ON HIGHWAYS 6 AND
 MD1487'327 FOR 0.4 MILE TO WHERE HIGHWAY 327 TURNS NORTH.  TURN RIGHT AND
 MD1487'FOLLOW HIGHWAY 327 NORTHERLY 4.0 MILES TO A GRAVEL CROSSROAD.
 MD1487'CONTINUE NORTH ON HIGHWAY 327 FOR 0.4 MILE TO THE RESIDENCE OF MR. ORA
 MD1487'W.  SMITH ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MD1487'NORTH ON HIGHWAY 327 FOR 0.2 MILE TO A WOODEN GATE ON THE RIGHT AND
 MD1487'THE STATION 111 FEET SOUTHEAST OF THE CENTER OF THE WOODEN GATES.
 MD1487'
 MD1487'THE STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.  THE SURFACE
 MD1487'DISK IS SET IN A SQUARE CONCRETE POST 15 INCHES BELOW THE SURFACE OF
 MD1487'THE GROUND AND IS STAMPED HELMER 1946 1959.  IT IS IN A CULTIVATED
 MD1487'FIELD 67 FEET EAST OF THE CENTERLINE OF HIGHWAY 327 AND 29 FEET EAST
 MD1487'OF A NORTH-SOUTH FENCELINE.  THE UNDERGROUND DISK IS SET IN AN
 MD1487'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND
 MD1487'AND IS STAMPED HELMER 1946.
 MD1487'
 MD1487'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HELMER NO 2 1946, IS SET
 MD1487'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 38 FEET EAST
 MD1487'OF THE CENTERLINE OF HIGHWAY 327 AND 1 FOOT EAST OF THE NORTH-SOUTH
 MD1487'FENCELINE.
 MD1487'
 MD1487'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HELMER NO 3 1946 1959,
 MD1487'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 38
 MD1487'FEET EAST OF THE CENTERLINE OF HIGHWAY 327, 33 FEET SOUTH OF THE
 MD1487'CENTER OF THE WOODEN GATE AND 1 FOOT EAST OF THE NORTH-SOUTH
 MD1487'FENCELINE.
 MD1487'
 MD1487'AZIMUTH MARK, A STANDARD DISK STAMPED HELMER 1946, IS SET IN A SQUARE
 MD1487'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 47.5 FEET NORTH OF THE
 MD1487'CENTERLINE OF A FIELD APPROACH ROAD, 38 FEET WEST OF THE CENTERLINE OF
 MD1487'HIGHWAY 327, 1 FOOT EAST OF A NORTH-SOUTH FENCELINE AND 1 FOOT NORTH
 MD1487'OF A WOODEN WITNESS POST.
 MD1487
 MD1487                          STATION RECOVERY (1960)
 MD1487
 MD1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1487'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN 1959 RECOVERY
 MD1487'NOTE BY W.E.R.  PROBABLY PERTINENT ADDITIONAL FACTS FOLLOW.
 MD1487'
 MD1487'STATION MARK IS 102.2 FEET SSE OF THE CENTER OF THE S GATEPOST.
 MD1487'
 MD1487'REFERENCE MARK NO. 2 WAS MEASURED AS 105.32 FEET (32.102 METERS) FROM
 MD1487'STATION, ABOUT 35 YARDS S OF THE CREST OF THE RIDGE, AND 1.5 FEET N OF
 MD1487'STEEL WITNESS POST.
 MD1487'
 MD1487'REFERENCE MARK NO. 3 WAS MEASURED AS 77.57 FEET OR 23.643 METERS FROM
 MD1487'STATION.
 MD1487'
 MD1487'AZIMUTH MARK, NOTE 16A, IS 70 FEET N OF PROJECTED PLANE OF N WALL OF
 MD1487'LARGE BARN WITH ROCK MASONRY FOUNDATION ON E SIDE OF HIGHWAY, 36 FEET
 MD1487'N OF FENCE CORNER AT 15-INCH WILD CHERRY TREE WHICH IS ALSO ON
 MD1487'APPARENT CREST OF RIDGE, AND 1.7 FEET N OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2458 ***********************************************************************
 LB2458  DESIGNATION -  HEMLOCK
 LB2458  PID         -  LB2458
 LB2458  STATE/COUNTY-  IN/HOWARD
 LB2458  COUNTRY     -  US
 LB2458  USGS QUAD   -  KOKOMO EAST (2019)
 LB2458
 LB2458                         *CURRENT SURVEY CONTROL
 LB2458  ______________________________________________________________________
 LB2458* NAD 83(1997) POSITION- 40 25 13.29670(N) 086 01 53.82034(W)   ADJUSTED
 LB2458* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 LB2458  ______________________________________________________________________
 LB2458  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB2458  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 LB2458  HORZ ORDER      -  THIRD
 LB2458
 LB2458.The horizontal coordinates were established by classical geodetic methods
 LB2458.and adjusted by the National Geodetic Survey in May 1999.
 LB2458
 LB2458.The orthometric height was scaled from a topographic map.
 LB2458
 LB2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2458.GEOID18 height accuracy estimate available here.
 LB2458
 LB2458.Click photographs - Photos may exist for this station.
 LB2458
 LB2458.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2458
 LB2458. The following values were computed from the NAD 83(1997) position.
 LB2458
 LB2458;                    North         East     Units Scale Factor Converg.
 LB2458;SPC IN E     -   574,256.276    69,028.442   MT  0.99997847   -0 14 11.9
 LB2458;SPC IN E     - 1,884,039.13    226,470.81   sFT  0.99997847   -0 14 11.9
 LB2458;UTM  16      - 4,474,864.955   582,152.431   MT  0.99968308   +0 37 40.5
 LB2458
 LB2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2458!SPC IN E     -   0.99996432  x   0.99997847  =   0.99994279
 LB2458!UTM  16      -   0.99996432  x   0.99968308  =   0.99964741
 LB2458
 LB2458:                Primary Azimuth Mark                     Grid Az
 LB2458:SPC IN E     -  HEMLOCK AZ MK                            091 01 27.0
 LB2458:UTM  16      -  HEMLOCK AZ MK                            090 09 34.6
 LB2458
 LB2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8215274864(NAD 83)
 LB2458
 LB2458|---------------------------------------------------------------------|
 LB2458| PID    Reference Object                     Distance      Geod. Az  |
 LB2458|                                                           dddmmss.s |
 LB2458| CC9327 HEMLOCK AZ MK                                      0904715.1 |
 LB2458| CC9328 HEMLOCK RM 1                         28.268 METERS 11357     |
 LB2458| LB2456 SHARPSVILLE MUNICIPAL TANK          APPROX. 6.6 KM 2252049.4 |
 LB2458| CC9329 HEMLOCK RM 2                         29.872 METERS 33115     |
 LB2458|---------------------------------------------------------------------|
 LB2458
 LB2458                          SUPERSEDED SURVEY CONTROL
 LB2458
 LB2458  NAD 83(1986)-  40 25 13.30012(N)    086 01 53.83366(W) AD(       ) 3
 LB2458  NAD 27      -  40 25 13.16400(N)    086 01 53.87740(W) AD(       ) 3
 LB2458
 LB2458.Superseded values are not recommended for survey control.
 LB2458
 LB2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2458.See file dsdata.pdf to determine how the superseded data were derived.
 LB2458
 LB2458_MARKER: DS = TRIANGULATION STATION DISK
 LB2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2458_STAMPING: HEMLOCK 1954
 LB2458_MARK LOGO: CGS
 LB2458_PROJECTION: FLUSH
 LB2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2458+STABILITY: SURFACE MOTION
 LB2458
 LB2458  HISTORY     - Date     Condition        Report By
 LB2458  HISTORY     - 1954     MONUMENTED       CGS
 LB2458
 LB2458                          STATION DESCRIPTION
 LB2458
 LB2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2458'STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 26 AND 19
 LB2458'WHICH IS 0.3 MILE EAST OF HEMLOCK AND 6 MILES SOUTHEAST OF KOKOMO,
 LB2458'AND IS ON ROAD RIGHT-OF-WAY.  IT IS 110 FEET NORTHEAST OF THE
 LB2458'INTERSECTION, 84 FEET EAST OF THE CENTER OF HIGHWAY 19, 79 FEET
 LB2458'NORTH OF THE CENTER OF HIGHWAY 26 AND 17 FEET SOUTH OF A FENCE
 LB2458'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2458'STAMPED HEMLOCK 1954.
 LB2458'
 LB2458'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF HIGHWAY 26
 LB2458'AND 20 FEET EAST OF A CONCRETE FENCE CORNER.  THE MARK IS FLUSH AND
 LB2458'THE DISK IS STAMPED HEMLOCK NO 1 1954.
 LB2458'
 LB2458'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE CENTER OF HIGHWAY 19,
 LB2458'15 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE LINE.
 LB2458'THE MARK IS FLUSH AND THE DISK IS STAMPED HEMLOCK NO 2 1954.
 LB2458'
 LB2458'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF HIGHWAY 26, 19 FEET
 LB2458'SOUTH OF A 24 INCH ELM TREE, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT
 LB2458'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2458'IS STAMPED HEMLOCK 1954.
 LB2458'
 LB2458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 26
 LB2458'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2458'
 LB2458'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0042 ***********************************************************************
 KA0042  DESIGNATION -  HEN GR 2
 KA0042  PID         -  KA0042
 KA0042  STATE/COUNTY-  IN/HENDRICKS
 KA0042  COUNTRY     -  US
 KA0042  USGS QUAD   -  PLAINFIELD (2019)
 KA0042
 KA0042                         *CURRENT SURVEY CONTROL
 KA0042  ______________________________________________________________________
 KA0042* NAD 83(1986) POSITION- 39 38 58.92   (N) 086 23 08.06   (W)   HD_HELD1
 KA0042* NAVD 88 ORTHO HEIGHT -   209.156 (meters)      686.21  (feet) ADJUSTED
 KA0042  ______________________________________________________________________
 KA0042  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 KA0042  DYNAMIC HEIGHT  -        209.044 (meters)      685.84  (feet) COMP
 KA0042  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 KA0042
 KA0042  VERT ORDER      -  SECOND    CLASS 0
 KA0042
 KA0042.The horizontal coordinates were determined by differentially corrected
 KA0042.hand held GPS observations or other comparable positioning techniques
 KA0042.and have an estimated accuracy of +/- 3 meters.
 KA0042
 KA0042.The orthometric height was determined by differential leveling and
 KA0042.adjusted by the NATIONAL GEODETIC SURVEY
 KA0042.in June 1991.
 KA0042
 KA0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0042.GEOID18 height accuracy estimate available here.
 KA0042
 KA0042.Click photographs - Photos may exist for this station.
 KA0042
 KA0042.The dynamic height is computed by dividing the NAVD 88
 KA0042.geopotential number by the normal gravity value computed on the
 KA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0042.degrees latitude (g = 980.6199 gals.).
 KA0042
 KA0042.The modeled gravity was interpolated from observed gravity values.
 KA0042
 KA0042;                    North         East    Units  Estimated Accuracy
 KA0042;SPC IN W     -   488,857.4     959,886.1     MT  (+/- 3 meters HH1 GPS) 
 KA0042
 KA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5271489058(NAD 83)
 KA0042
 KA0042                          SUPERSEDED SURVEY CONTROL
 KA0042
 KA0042  NGVD 29 (??/??/92)  209.278  (m)          686.61   (f) ADJ UNCH    2 0
 KA0042
 KA0042.Superseded values are not recommended for survey control.
 KA0042
 KA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0042.See file dsdata.pdf to determine how the superseded data were derived.
 KA0042
 KA0042_MARKER: DD = SURVEY DISK
 KA0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0042_SP_SET: BRIDGE
 KA0042_STAMPING: HEN GR 2
 KA0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0042
 KA0042  HISTORY     - Date     Condition        Report By
 KA0042  HISTORY     - UNK      MONUMENTED       INHD
 KA0042  HISTORY     - 1946     GOOD             CGS
 KA0042
 KA0042                          STATION DESCRIPTION
 KA0042
 KA0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0042'3 MI N FROM MOORESVILLE.
 KA0042'ABOUT 2.95 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE POST
 KA0042'OFFICE AT MOORESVILLE, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD
 KA0042'LEADING EAST, SET IN THE TOP OF THE EAST END OF THE SOUTHWEST
 KA0042'WING WALL OF A 20 FOOT CONCRETE BRIDGE, 20 FEET WEST OF AND ABOUT
 KA0042'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  AN INDIANA STATE
 KA0042'HIGHWAY COMMISSION STANDARD DISK, STAMPED HEN GR 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0636 ***********************************************************************
 KA0636  DESIGNATION -  HEND C 1
 KA0636  PID         -  KA0636
 KA0636  STATE/COUNTY-  IN/HENDRICKS
 KA0636  COUNTRY     -  US
 KA0636  USGS QUAD   -  CLAYTON (2019)
 KA0636
 KA0636                         *CURRENT SURVEY CONTROL
 KA0636  ______________________________________________________________________
 KA0636* NAD 83(1986) POSITION- 39 40 14.     (N) 086 30 41.     (W)   SCALED
 KA0636* NAVD 88 ORTHO HEIGHT -   248.592 (meters)      815.59  (feet) ADJUSTED
 KA0636  ______________________________________________________________________
 KA0636  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KA0636  DYNAMIC HEIGHT  -        248.456 (meters)      815.14  (feet) COMP
 KA0636  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 KA0636
 KA0636  VERT ORDER      -  FIRST     CLASS II
 KA0636
 KA0636.The horizontal coordinates were scaled from a map and have
 KA0636.an estimated accuracy of +/- 6 seconds.
 KA0636
 KA0636.The orthometric height was determined by differential leveling and
 KA0636.adjusted by the NATIONAL GEODETIC SURVEY
 KA0636.in June 1991.
 KA0636
 KA0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0636.GEOID18 height accuracy estimate available here.
 KA0636
 KA0636.Click photographs - Photos may exist for this station.
 KA0636
 KA0636.The dynamic height is computed by dividing the NAVD 88
 KA0636.geopotential number by the normal gravity value computed on the
 KA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0636.degrees latitude (g = 980.6199 gals.).
 KA0636
 KA0636.The modeled gravity was interpolated from observed gravity values.
 KA0636
 KA0636;                    North         East    Units  Estimated Accuracy
 KA0636;SPC IN W     -   491,100.      949,070.      MT  (+/- 180 meters Scaled)
 KA0636
 KA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ419913(NAD 83)
 KA0636
 KA0636                          SUPERSEDED SURVEY CONTROL
 KA0636
 KA0636  NGVD 29 (??/??/92)  248.686  (m)          815.90   (f) ADJ UNCH    1 2
 KA0636
 KA0636.Superseded values are not recommended for survey control.
 KA0636
 KA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0636.See file dsdata.pdf to determine how the superseded data were derived.
 KA0636
 KA0636_MARKER: DB = BENCH MARK DISK
 KA0636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0636_SP_SET: WINGWALL
 KA0636_STAMPING: HEND C 1
 KA0636_MARK LOGO: INHD
 KA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0636+STABILITY: SURFACE MOTION
 KA0636
 KA0636  HISTORY     - Date     Condition        Report By
 KA0636  HISTORY     - UNK      MONUMENTED       INHD
 KA0636  HISTORY     - 1946     GOOD             CGS
 KA0636  HISTORY     - 1985     GOOD             NGS
 KA0636
 KA0636                          STATION DESCRIPTION
 KA0636
 KA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0636'1.3 MI W FROM BELLEVILLE.
 KA0636'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 KA0636'OF STATE HIGHWAY 39 AT BELLEVILLE, SET IN THE TOP OF THE NORTH
 KA0636'END OF THE SOUTHWEST WING WALL OF A 60 FOOT CONCRETE BRIDGE
 KA0636'OVER MUD CREEK, 19 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA0636'LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.  AN INDIANA
 KA0636'STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED HEND C 1.
 KA0636
 KA0636                          STATION RECOVERY (1985)
 KA0636
 KA0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0058 ***********************************************************************
 KA0058  DESIGNATION -  HEND C 4
 KA0058  PID         -  KA0058
 KA0058  STATE/COUNTY-  IN/HENDRICKS
 KA0058  COUNTRY     -  US
 KA0058  USGS QUAD   -  PLAINFIELD (2019)
 KA0058
 KA0058                         *CURRENT SURVEY CONTROL
 KA0058  ______________________________________________________________________
 KA0058* NAD 83(1986) POSITION- 39 41 17.     (N) 086 26 50.     (W)   SCALED
 KA0058* NAVD 88 ORTHO HEIGHT -   226.411 (meters)      742.82  (feet) ADJUSTED
 KA0058  ______________________________________________________________________
 KA0058  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 KA0058  DYNAMIC HEIGHT  -        226.288 (meters)      742.41  (feet) COMP
 KA0058  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 KA0058
 KA0058  VERT ORDER      -  SECOND    CLASS 0
 KA0058
 KA0058.The horizontal coordinates were scaled from a map and have
 KA0058.an estimated accuracy of +/- 6 seconds.
 KA0058
 KA0058.The orthometric height was determined by differential leveling and
 KA0058.adjusted by the NATIONAL GEODETIC SURVEY
 KA0058.in June 1991.
 KA0058
 KA0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0058.GEOID18 height accuracy estimate available here.
 KA0058
 KA0058.Click photographs - Photos may exist for this station.
 KA0058
 KA0058.The dynamic height is computed by dividing the NAVD 88
 KA0058.geopotential number by the normal gravity value computed on the
 KA0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0058.degrees latitude (g = 980.6199 gals.).
 KA0058
 KA0058.The modeled gravity was interpolated from observed gravity values.
 KA0058
 KA0058;                    North         East    Units  Estimated Accuracy
 KA0058;SPC IN W     -   493,080.      954,570.      MT  (+/- 180 meters Scaled)
 KA0058
 KA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ473932(NAD 83)
 KA0058
 KA0058                          SUPERSEDED SURVEY CONTROL
 KA0058
 KA0058  NGVD 29 (??/??/92)  226.517  (m)          743.16   (f) ADJ UNCH    2 0
 KA0058
 KA0058.Superseded values are not recommended for survey control.
 KA0058
 KA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0058.See file dsdata.pdf to determine how the superseded data were derived.
 KA0058
 KA0058_MARKER: DD = SURVEY DISK
 KA0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0058_SP_SET: BRIDGE
 KA0058_STAMPING: HEND C-4
 KA0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0058
 KA0058  HISTORY     - Date     Condition        Report By
 KA0058  HISTORY     - UNK      MONUMENTED       INHD
 KA0058  HISTORY     - 1946     GOOD             CGS
 KA0058  HISTORY     - 20221110 MARK NOT FOUND   INDOT
 KA0058
 KA0058                          STATION DESCRIPTION
 KA0058
 KA0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0058'2.3 MI E FROM BELLEVILLE.
 KA0058'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 KA0058'OF STATE HIGHWAY 39 AT BELLEVILLE, 0.25 MILE EAST OF THE OSHEAS
 KA0058'HOTEL, TOURIST CABINS AND CAFE ON THE NORTH SIDE OF THE HIGHWAY,
 KA0058'SET IN THE TOP OF THE CONCRETE CURBING OF A CONCRETE BRIDGE OVER
 KA0058'WHITE LICK CREEK, 27 FEET EAST OF THE WEST END OF THE BRIDGE,
 KA0058'16 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE
 KA0058'OF THE HIGHWAY, AND 2 INCHES SOUTH OF THE CONCRETE BANISTER.
 KA0058'AN INDIANA STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED HEND C
 KA0058'4.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT
 KA0058'PLAINFIELD BY GOING 2.65 MILES WEST ALONG U.S. HIGHWAY 40
 KA0058
 KA0058                          STATION RECOVERY (2022)
 KA0058
 KA0058'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (AEW)
 KA0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0229 ***********************************************************************
 KA0229  DESIGNATION -  HEND C 5
 KA0229  PID         -  KA0229
 KA0229  STATE/COUNTY-  IN/HENDRICKS
 KA0229  COUNTRY     -  US
 KA0229  USGS QUAD   -  FAYETTE (2019)
 KA0229
 KA0229                         *CURRENT SURVEY CONTROL
 KA0229  ______________________________________________________________________
 KA0229* NAD 83(1986) POSITION- 39 54 36.18   (N) 086 23 51.48   (W)   HD_HELD1
 KA0229* NAVD 88 ORTHO HEIGHT -   278.292 (meters)      913.03  (feet) ADJUSTED
 KA0229  ______________________________________________________________________
 KA0229  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 KA0229  DYNAMIC HEIGHT  -        278.139 (meters)      912.53  (feet) COMP
 KA0229  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA0229
 KA0229  VERT ORDER      -  SECOND    CLASS 0
 KA0229
 KA0229.The horizontal coordinates were determined by differentially corrected
 KA0229.hand held GPS observations or other comparable positioning techniques
 KA0229.and have an estimated accuracy of +/- 3 meters.
 KA0229
 KA0229.The orthometric height was determined by differential leveling and
 KA0229.adjusted by the NATIONAL GEODETIC SURVEY
 KA0229.in June 1991.
 KA0229
 KA0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0229.GEOID18 height accuracy estimate available here.
 KA0229
 KA0229.Click photographs - Photos may exist for this station.
 KA0229
 KA0229.The dynamic height is computed by dividing the NAVD 88
 KA0229.geopotential number by the normal gravity value computed on the
 KA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0229.degrees latitude (g = 980.6199 gals.).
 KA0229
 KA0229.The modeled gravity was interpolated from observed gravity values.
 KA0229
 KA0229;                    North         East    Units  Estimated Accuracy
 KA0229;SPC IN W     -   517,755.6     958,629.6     MT  (+/- 3 meters HH1 GPS) 
 KA0229
 KA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5148517947(NAD 83)
 KA0229
 KA0229                          SUPERSEDED SURVEY CONTROL
 KA0229
 KA0229  NGVD 29 (??/??/92)  278.399  (m)          913.38   (f) ADJ UNCH    2 0
 KA0229
 KA0229.Superseded values are not recommended for survey control.
 KA0229
 KA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0229.See file dsdata.pdf to determine how the superseded data were derived.
 KA0229
 KA0229_MARKER: DD = SURVEY DISK
 KA0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0229_SP_SET: BRIDGE
 KA0229_STAMPING: HEND C 5
 KA0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0229
 KA0229  HISTORY     - Date     Condition        Report By
 KA0229  HISTORY     - UNK      MONUMENTED       INHD
 KA0229  HISTORY     - 1946     GOOD             CGS
 KA0229  HISTORY     - 20170404 MARK NOT FOUND   INDIV
 KA0229
 KA0229                          STATION DESCRIPTION
 KA0229
 KA0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0229'1.4 MI S FROM WHITE LICK.
 KA0229'ABOUT 1.4 MILE SOUTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0229'ROADS AT WHITE LICK, SET IN THE TOP OF THE WEST WINGWALL OF A
 KA0229'40-FOOT CONCRETE BRIDGE, 17 FEET NORTHWEST OF THE CENTER LINE
 KA0229'OF THE HIGHWAY AND ABOUT 0.8 FOOT ABOVE HIGHWAY LEVEL.  AN
 KA0229'INDIANA STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED HEND
 KA0229'C 5.
 KA0229
 KA0229                          STATION RECOVERY (2017)
 KA0229
 KA0229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 KA0229'ORIGINAL MARK WAS DESTROYED WHEN THE NEW BRIDGE WAS PUT IN
 KA0229'ACCORDING TO INDOT RECORDS. THERE IS A RESET DISK PRESENT. INDOT
 KA0229'CRAWFORDSVILLE DIVISION LISTS THE RESET ELEVATION AS 916.41 FEET.
 KA0229'IT FURTHER DEFINES IT AS, A BRONZE DISK SET IN THE SW CORNER OF A
 KA0229'CONCRETE RAIL OF BRIDGE STRUCTURE OVER WILEY-THOMPSON DITCH
 KA0229'STAMPED HEND C5 R. ELEVATION ESTABLISHED ON CONTRACT B22603 ON
 KA0229'6/16/96. THIS RESET WAS FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2655 ***********************************************************************
 LB2655  DESIGNATION -  HENDRESS
 LB2655  PID         -  LB2655
 LB2655  STATE/COUNTY-  IN/WHITE
 LB2655  COUNTRY     -  US
 LB2655  USGS QUAD   -  BROOKSTON NW (2019)
 LB2655
 LB2655                         *CURRENT SURVEY CONTROL
 LB2655  ______________________________________________________________________
 LB2655* NAD 83(1997) POSITION- 40 44 52.26803(N) 086 56 53.78542(W)   ADJUSTED
 LB2655* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2655  ______________________________________________________________________
 LB2655  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 LB2655  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LB2655  HORZ ORDER      -  THIRD
 LB2655
 LB2655.The horizontal coordinates were established by classical geodetic methods
 LB2655.and adjusted by the National Geodetic Survey in May 1999.
 LB2655
 LB2655.The orthometric height was scaled from a topographic map.
 LB2655
 LB2655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2655.GEOID18 height accuracy estimate available here.
 LB2655
 LB2655.Click photographs - Photos may exist for this station.
 LB2655
 LB2655.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2655
 LB2655. The following values were computed from the NAD 83(1997) position.
 LB2655
 LB2655;                    North         East     Units Scale Factor Converg.
 LB2655;SPC IN W     -   610,566.524   911,406.080   MT  0.99996827   +0 05 17.4
 LB2655;SPC IN W     - 2,003,167.00  2,990,171.45   sFT  0.99996827   +0 05 17.4
 LB2655;UTM  16      - 4,510,768.168   504,366.795   MT  0.99960023   +0 02 01.5
 LB2655
 LB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2655!SPC IN W     -   0.99997204  x   0.99996827  =   0.99994031
 LB2655!UTM  16      -   0.99997204  x   0.99960023  =   0.99957228
 LB2655
 LB2655:                Primary Azimuth Mark                     Grid Az
 LB2655:SPC IN W     -  HENDRESS AZ MK                           359 50 18.6
 LB2655:UTM  16      -  HENDRESS AZ MK                           359 53 34.5
 LB2655
 LB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0436610768(NAD 83)
 LB2655
 LB2655|---------------------------------------------------------------------|
 LB2655| PID    Reference Object                     Distance      Geod. Az  |
 LB2655|                                                           dddmmss.s |
 LB2655| LB2660 REYNOLDS MUNICIPAL TANK             APPROX. 6.2 KM 0850530.5 |
 LB2655| CC9332 HENDRESS RM 2                        25.284 METERS 17749     |
 LB2655| CC9331 HENDRESS RM 1                        28.870 METERS 35849     |
 LB2655| CC9330 HENDRESS AZ MK                                     3595536.0 |
 LB2655|---------------------------------------------------------------------|
 LB2655
 LB2655                          SUPERSEDED SURVEY CONTROL
 LB2655
 LB2655  NAD 83(1986)-  40 44 52.27399(N)    086 56 53.79613(W) AD(       ) 3
 LB2655  NAD 27      -  40 44 52.13000(N)    086 56 53.75620(W) AD(       ) 3
 LB2655
 LB2655.Superseded values are not recommended for survey control.
 LB2655
 LB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2655.See file dsdata.pdf to determine how the superseded data were derived.
 LB2655
 LB2655_MARKER: DS = TRIANGULATION STATION DISK
 LB2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2655_STAMPING: HENDRESS 1955
 LB2655_MARK LOGO: CGS
 LB2655_PROJECTION: FLUSH
 LB2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2655+STABILITY: SURFACE MOTION
 LB2655
 LB2655  HISTORY     - Date     Condition        Report By
 LB2655  HISTORY     - 1955     MONUMENTED       CGS
 LB2655
 LB2655                          STATION DESCRIPTION
 LB2655
 LB2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2655'STATION IS LOCATED ABOUT 5 MILES EAST OF WOLCOTT AND 4 MILES WEST OF
 LB2655'REYNOLDS ON ROAD RIGHT OF WAY.  IT IS 26 FEET SOUTH OF THE CENTER OF
 LB2655'A FARM FIELD ENTRANCE, 18 FEET SOUTH OF A GATE POST, 18 FEET WEST
 LB2655'OF THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTHEAST OF A WHITE WITNESS
 LB2655'POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2655'STAMPED HENDRESS 1955.
 LB2655'
 LB2655'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 LB2655'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2655'STAMPED HENDRESS NO 1 1955.
 LB2655'
 LB2655'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF THE GRAVEL
 LB2655'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2655'STAMPED HENDRESS NO 2 1955.
 LB2655'
 LB2655'AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 LB2655'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 LB2655'IS FLUSH AND THE DISK IS STAMPED HENDRESS 1955.
 LB2655'
 LB2655'TO REACH THE STATION FROM THE RAILROAD CROSSING OF U. S. HIGHWAYS
 LB2655'NOS. 24 AND 231 IN WOLCOTT, GO SOUTH ON HIGHWAY NOS. 24 AND 231
 LB2655'FOR 0.4 MILE TO A CURVE WHERE HIGHWAY 24 TURNS LEFT, EAST AND
 LB2655'HIGHWAY 231 CONTINUES SOUTH.  TURN LEFT AND GO EAST ON HIGHWAY 24
 LB2655'FOR 4.75 MILES TO A CROSSROAD (*) TURN RIGHT AND GO SOUTH FOR 0.2
 LB2655'MILE ON GRAVEL ROAD TO THE STATION ON THE RIGHT, WEST SIDE OF
 LB2655'ROAD AS DESCRIBED.
 LB2655'
 LB2655'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO NORTH ON GRAVEL ROAD
 LB2655'FOR 0.15 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF ROAD AS
 LB2655'DESCRIBED.
 LB2655'
 LB2655'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2510 ***********************************************************************
 LB2510  DESIGNATION -  HENDRICKS
 LB2510  PID         -  LB2510
 LB2510  STATE/COUNTY-  IN/HAMILTON
 LB2510  COUNTRY     -  US
 LB2510  USGS QUAD   -  NOBLESVILLE (2019)
 LB2510
 LB2510                         *CURRENT SURVEY CONTROL
 LB2510  ______________________________________________________________________
 LB2510* NAD 83(1997) POSITION- 40 03 11.41054(N) 086 01 16.90064(W)   ADJUSTED
 LB2510* NAVD 88 ORTHO HEIGHT -   240.16  (+/-2cm)      787.9   (feet) VERTCON3
 LB2510  ______________________________________________________________________
 LB2510  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 LB2510  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 LB2510  HORZ ORDER      -  SECOND
 LB2510  VERT ORDER      -  THIRD ? (See Below)
 LB2510
 LB2510.The horizontal coordinates were established by classical geodetic methods
 LB2510.and adjusted by the National Geodetic Survey in May 1999.
 LB2510
 LB2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2510
 LB2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2510.GEOID18 height accuracy estimate available here.
 LB2510
 LB2510.The vertical order pertains to the NGVD 29 superseded value.
 LB2510
 LB2510.Click photographs - Photos may exist for this station.
 LB2510
 LB2510.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2510
 LB2510. The following values were computed from the NAD 83(1997) position.
 LB2510
 LB2510;                    North         East     Units Scale Factor Converg.
 LB2510;SPC IN E     -   533,481.415    69,735.739   MT  0.99997794   -0 13 41.7
 LB2510;SPC IN E     - 1,750,263.61    228,791.34   sFT  0.99997794   -0 13 41.7
 LB2510;UTM  16      - 4,434,117.307   583,472.186   MT  0.99968577   +0 37 47.2
 LB2510
 LB2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2510!SPC IN E     -   0.99996767  x   0.99997794  =   0.99994562
 LB2510!UTM  16      -   0.99996767  x   0.99968577  =   0.99965346
 LB2510
 LB2510:                Primary Azimuth Mark                     Grid Az
 LB2510:SPC IN E     -  FILL                                     171 19 47.2
 LB2510:UTM  16      -  FILL                                     170 28 18.3
 LB2510
 LB2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8347234117(NAD 83)
 LB2510
 LB2510|---------------------------------------------------------------------|
 LB2510| PID    Reference Object                     Distance      Geod. Az  |
 LB2510|                                                           dddmmss.s |
 LB2510| LB2520 SUB E                               117.804 METERS 16120     |
 LB2510| LB2514 FILL                                APPROX. 3.0 KM 1710605.5 |
 LB2510|---------------------------------------------------------------------|
 LB2510
 LB2510                          SUPERSEDED SURVEY CONTROL
 LB2510
 LB2510  NAD 83(1986)-  40 03 11.39992(N)    086 01 16.91679(W) AD(       ) 2
 LB2510  NAD 27      -  40 03 11.27400(N)    086 01 16.97200(W) AD(       ) 2
 LB2510  USSD        -  40 03 11.30800(N)    086 01 16.76300(W) AD(       ) 3
 LB2510  NGVD 29             240.29   (m)          788.4    (f) LEVELING    3  
 LB2510
 LB2510.Superseded values are not recommended for survey control.
 LB2510
 LB2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2510.See file dsdata.pdf to determine how the superseded data were derived.
 LB2510
 LB2510_MARKER: DS = TRIANGULATION STATION DISK
 LB2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2510_STAMPING: HENDRICKS 1920
 LB2510_MARK LOGO: CGS
 LB2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2510+STABILITY: SURFACE MOTION
 LB2510
 LB2510  HISTORY     - Date     Condition        Report By
 LB2510  HISTORY     - 1920     MONUMENTED       CGS
 LB2510  HISTORY     - 1934     GOOD             INGS
 LB2510  HISTORY     - 1948     GOOD             CGS
 LB2510  HISTORY     - 1970     GOOD             LOCENG
 LB2510  HISTORY     - 1981     GOOD             NGS
 LB2510
 LB2510                          STATION DESCRIPTION
 LB2510
 LB2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2510'STATION IS ABOUT 1/2 MILE N OF NOBLESVILLE ON THE W SIDE OF THE
 LB2510'LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY, 15 YARDS S OF SEMAPHORE
 LB2510'SIGNAL NO. M 23, ON AN EXTENSION OF THE W RAIL OF THE N TANGENT
 LB2510'9.180 METERS (30.12 FEET)
 LB2510'W OF THE W AND NEAREST RAIL.  THE STATION, UNDERGROUND, AND
 LB2510'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 LB2510'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK NEAR
 LB2510'THE RIGHT-OF-WAY FENCE LINE, 10.055 METERS (32.99 FEET) FROM
 LB2510'THE STATION S 08 DEG 43 MIN E.
 LB2510
 LB2510                          STATION RECOVERY (1934)
 LB2510
 LB2510'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2510'STATION RECOVERED.
 LB2510
 LB2510                          STATION RECOVERY (1948)
 LB2510
 LB2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2510'STATION RECOVERED AS DESCRIBED, EXCEPT THAT SEMAPHORE SIGNAL M 23
 LB2510'IS GONE.
 LB2510
 LB2510                          STATION RECOVERY (1970)
 LB2510
 LB2510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 LB2510'HENDRICKS 1920 STA MARK AND REF. MARK BOTH IN GOOD CONDITION.
 LB2510'
 LB2510'CHANGE RAILROAD NAME TO NORFOLK AND WESTERN-DELETE--15 YARDS S. OF
 LB2510'SEMAPHORE SIGNAL NO M 23.
 LB2510'
 LB2510'TO REACH FROM COURT HOUSE IN NOBLESVILLE GO WEST ON S. R. 32 AND 30
 LB2510'TO LAKEVIEW DRIVE-GO NORTH TO PARK ST, GO EAST TO RAILROAD, THENCE
 LB2510'SOUTH ABOUT 150 FEET TO STATION.
 LB2510
 LB2510                          STATION RECOVERY (1981)
 LB2510
 LB2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2510'HENDRICKS 1920 IN GOOD CONDITION-4 FEET E OF W R/O/W FENCE OF RR,
 LB2510'PROJ 2.
 LB2510'HENDRICKS REF. MK. 1920 IN GOOD CONDITION 1-1/2 FEET E OF W ROW
 LB2510'FENCE PROJ 2.
 LB2510'
 LB2510'FROM INT. SR 32 AND 19 N GO 13 MI TO W TO LAKEVIEW RD, N
 LB2510'.5 MILES TO PARK ST. E .15 MILES TO TRACKS AND STAS. ON RIGHT D
 LB2510'W R/O/W FENCE.  FROM CENTERLINE PARK ST GO 113 FEET S TO SEMAPHORE
 LB2510'BASE IN ORIG. DESC. FROM CENTERLINE GO 150 FEET SOUTH TO STA. 4
 LB2510'FEET E OF FENCELINE, FROM CENTERLINE GO 183 FEET + OR - SOUTH TO RF.
 LB2510'MK 1.5 FEET E OF FENCELINE.
 LB2510'
 LB2510'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILES N OF NOBLESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DL2760 ***********************************************************************
 DL2760  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL2760  DESIGNATION -  HENDRICKS COUNTY CORS ARP
 DL2760  CORS_ID     -  INHC
 DL2760  PID         -  DL2760
 DL2760  STATE/COUNTY-  IN/HENDRICKS
 DL2760  COUNTRY     -  US
 DL2760  USGS QUAD   -  DANVILLE (2019)
 DL2760
 DL2760                         *CURRENT SURVEY CONTROL
 DL2760  ______________________________________________________________________
 DL2760* NAD 83(2011) POSITION- 39 45 24.65155(N) 086 31 23.53553(W)   ADJUSTED
 DL2760* NAD 83(2011) ELLIP HT-   262.464 (meters)        (04/??/25)   ADJUSTED
 DL2760* NAD 83(2011) EPOCH   -  2010.00
 DL2760  ______________________________________________________________________
 DL2760  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 DL2760  NAD 83(2011) X  -    297,776.802 (meters)                     COMP
 DL2760  NAD 83(2011) Y  - -4,901,181.716 (meters)                     COMP
 DL2760  NAD 83(2011) Z  -  4,057,435.178 (meters)                     COMP
 DL2760
 DL2760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL2760  Standards:
 DL2760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL2760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL2760  -------------------------------------------------------------------
 DL2760  NETWORK    0.10   0.13           0.05   0.02   0.07     -0.18125900
 DL2760  -------------------------------------------------------------------
 DL2760
 DL2760.The coordinates were established by GPS observations
 DL2760.and adjusted by the National Geodetic Survey in April 2025.
 DL2760
 DL2760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL2760.been affixed to the stable North American Tectonic Plate. 
 DL2760
 DL2760.The coordinates are valid at the epoch date displayed above
 DL2760.which is a decimal equivalence of Year/Month/Day.
 DL2760
 DL2760.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL2760.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL2760.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL2760.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL2760.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL2760.published epoch of 2010.00.
 DL2760
 DL2760.Additional information on MYCS is available at:
 DL2760.https://geodesy.noaa.gov/CORS/index.shtml
 DL2760
 DL2760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2760.GEOID18 height accuracy estimate available here.
 DL2760
 DL2760.The PID for the CORS L1 Phase Center is DR1514.
 DL2760
 DL2760.Click photographs - Photos may exist for this station.
 DL2760
 DL2760.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL2760
 DL2760.The ellipsoidal height was determined by GPS observations
 DL2760.and is referenced to NAD 83.
 DL2760
 DL2760. The following values were computed from the NAD 83(2011) position.
 DL2760
 DL2760;                    North         East     Units Scale Factor Converg.
 DL2760;SPC IN W     -   500,670.824   947,999.341   MT  0.99999502   +0 21 29.6
 DL2760;SPC IN W     - 1,642,617.53  3,110,227.84   sFT  0.99999502   +0 21 29.6
 DL2760;UTM  16      - 4,400,878.938   540,843.213   MT  0.99962054   +0 18 17.7
 DL2760
 DL2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2760!SPC IN W     -   0.99995883  x   0.99999502  =   0.99995385
 DL2760!UTM  16      -   0.99995883  x   0.99962054  =   0.99957938
 DL2760
 DL2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4084300878(NAD 83)
 DL2760
 DL2760                          SUPERSEDED SURVEY CONTROL
 DL2760
 DL2760  NAD 83(2011)-  39 45 24.65163(N)    086 31 23.53557(W) AD(2010.00) c
 DL2760  ELLIP H (06/??/19)  262.464  (m)                       GP(2010.00) c c
 DL2760  NAD 83(2011)-  39 45 24.65157(N)    086 31 23.53537(W) AD(2010.00) c
 DL2760  NAD 83(2011)-  39 45 24.65162(N)    086 31 23.53550(W) AD(2010.00) c
 DL2760  ELLIP H (08/??/11)  262.460  (m)                       GP(2010.00) c c
 DL2760  NAD 83(CORS)-  39 45 24.65176(N)    086 31 23.53606(W) AD(2002.00) c
 DL2760  ELLIP H (05/??/09)  262.458  (m)                       GP(2002.00) c c
 DL2760
 DL2760.Superseded values are not recommended for survey control.
 DL2760
 DL2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2760.See file dsdata.pdf to determine how the superseded data were derived.
 DL2760
 DL2760_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL2760
 DL2760                          STATION DESCRIPTION
 DL2760
 DL2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL2760'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL2760'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL2760'AND LOG FILES ACCESSIBLE AT:
 DL2760'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2502 ***********************************************************************
 LB2502  DESIGNATION -  HENRY
 LB2502  PID         -  LB2502
 LB2502  STATE/COUNTY-  IN/HAMILTON
 LB2502  COUNTRY     -  US
 LB2502  USGS QUAD   -  ARCADIA (2019)
 LB2502
 LB2502                         *CURRENT SURVEY CONTROL
 LB2502  ______________________________________________________________________
 LB2502* NAD 83(1997) POSITION- 40 07 30.97351(N) 086 00 53.96613(W)   ADJUSTED
 LB2502* NAVD 88 ORTHO HEIGHT -   257.87  (+/-2cm)      846.0   (feet) VERTCON3
 LB2502  ______________________________________________________________________
 LB2502  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LB2502  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 LB2502  HORZ ORDER      -  SECOND
 LB2502  VERT ORDER      -  THIRD ? (See Below)
 LB2502
 LB2502.The horizontal coordinates were established by classical geodetic methods
 LB2502.and adjusted by the National Geodetic Survey in May 1999.
 LB2502
 LB2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2502
 LB2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2502.GEOID18 height accuracy estimate available here.
 LB2502
 LB2502.The vertical order pertains to the NGVD 29 superseded value.
 LB2502
 LB2502.Click photographs - Photos may exist for this station.
 LB2502
 LB2502.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2502
 LB2502. The following values were computed from the NAD 83(1997) position.
 LB2502
 LB2502;                    North         East     Units Scale Factor Converg.
 LB2502;SPC IN E     -   541,484.840    70,310.661   MT  0.99997751   -0 13 28.1
 LB2502;SPC IN E     - 1,776,521.51    230,677.56   sFT  0.99997751   -0 13 28.1
 LB2502;UTM  16      - 4,442,126.114   583,926.970   MT  0.99968671   +0 38 05.4
 LB2502
 LB2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2502!SPC IN E     -   0.99996491  x   0.99997751  =   0.99994242
 LB2502!UTM  16      -   0.99996491  x   0.99968671  =   0.99965163
 LB2502
 LB2502:                Primary Azimuth Mark                     Grid Az
 LB2502:SPC IN E     -  PRAIRIE                                  186 45 41.4
 LB2502:UTM  16      -  PRAIRIE                                  185 54 07.9
 LB2502
 LB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8392642126(NAD 83)
 LB2502
 LB2502|---------------------------------------------------------------------|
 LB2502| PID    Reference Object                     Distance      Geod. Az  |
 LB2502|                                                           dddmmss.s |
 LB2502| CC9334 HENRY RM                              8.670 METERS 01744     |
 LB2502| LB2513 PRAIRIE                             APPROX. 3.8 KM 1863213.3 |
 LB2502|---------------------------------------------------------------------|
 LB2502
 LB2502                          SUPERSEDED SURVEY CONTROL
 LB2502
 LB2502  NAD 83(1986)-  40 07 30.95942(N)    086 00 53.96723(W) AD(       ) 2
 LB2502  NAD 27      -  40 07 30.83800(N)    086 00 54.03300(W) AD(       ) 2
 LB2502  USSD        -  40 07 30.87100(N)    086 00 53.83300(W) AD(       ) 3
 LB2502  NGVD 29             258.00   (m)          846.5    (f) LEVELING    3  
 LB2502
 LB2502.Superseded values are not recommended for survey control.
 LB2502
 LB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2502.See file dsdata.pdf to determine how the superseded data were derived.
 LB2502
 LB2502_MARKER: DS = TRIANGULATION STATION DISK
 LB2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2502_STAMPING: HENRY 1920
 LB2502_MARK LOGO: CGS
 LB2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2502+STABILITY: SURFACE MOTION
 LB2502
 LB2502  HISTORY     - Date     Condition        Report By
 LB2502  HISTORY     - 1920     MONUMENTED       CGS
 LB2502  HISTORY     - 1934     GOOD             INGS
 LB2502
 LB2502                          STATION DESCRIPTION
 LB2502
 LB2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2502'THE STATION IS ABOUT 1/4 MILE S OF CICERO, ON THE E SIDE OF LAKE
 LB2502'ERIE AND WESTERN RAILROAD, 14 TELEGRAPH POLES N OF SEMAPHORE SIGNAL
 LB2502'M 27.  THE RESIDENCE OF MR. SEALY IS 30 YARDS E OF THE STATION.  IT
 LB2502'IS 4.165 METERS (13.66) FEET E OF THE E AND NEAREST RAIL.
 LB2502'
 LB2502'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2502'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS N OF THE STATION,
 LB2502'ON THE E SIDE OF THE TRACK, 8.67 METERS (28.44 FEET) FROM THE
 LB2502'STATION N 17 DEG 44 MIN E
 LB2502
 LB2502                          STATION RECOVERY (1934)
 LB2502
 LB2502'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2502'STATION RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2351 ***********************************************************************
 HZ2351  DESIGNATION -  HENRY
 HZ2351  PID         -  HZ2351
 HZ2351  STATE/COUNTY-  IN/WASHINGTON
 HZ2351  COUNTRY     -  US
 HZ2351  USGS QUAD   -  LITTLE YORK (2019)
 HZ2351
 HZ2351                         *CURRENT SURVEY CONTROL
 HZ2351  ______________________________________________________________________
 HZ2351* NAD 83(1997) POSITION- 38 40 17.57398(N) 085 54 18.04970(W)   ADJUSTED
 HZ2351* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 HZ2351  ______________________________________________________________________
 HZ2351  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 HZ2351  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 HZ2351  HORZ ORDER      -  FIRST
 HZ2351
 HZ2351.The horizontal coordinates were established by classical geodetic methods
 HZ2351.and adjusted by the National Geodetic Survey in May 1999.
 HZ2351
 HZ2351.The orthometric height was scaled from a topographic map.
 HZ2351
 HZ2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2351.GEOID18 height accuracy estimate available here.
 HZ2351
 HZ2351.Click photographs - Photos may exist for this station.
 HZ2351
 HZ2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2351
 HZ2351. The following values were computed from the NAD 83(1997) position.
 HZ2351
 HZ2351;                    North         East     Units Scale Factor Converg.
 HZ2351;SPC IN E     -   380,062.273    79,258.405   MT  0.99997196   -0 08 56.2
 HZ2351;SPC IN E     - 1,246,920.97    260,033.62   sFT  0.99997196   -0 08 56.2
 HZ2351;UTM  16      - 4,280,897.766   595,254.861   MT  0.99971173   +0 41 03.3
 HZ2351
 HZ2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2351!SPC IN E     -   0.99997267  x   0.99997196  =   0.99994463
 HZ2351!UTM  16      -   0.99997267  x   0.99971173  =   0.99968441
 HZ2351
 HZ2351:                Primary Azimuth Mark                     Grid Az
 HZ2351:SPC IN E     -  HENRY AZ MK                              230 37 55.0
 HZ2351:UTM  16      -  HENRY AZ MK                              229 47 55.5
 HZ2351
 HZ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9525480897(NAD 83)
 HZ2351
 HZ2351|---------------------------------------------------------------------|
 HZ2351| PID    Reference Object                     Distance      Geod. Az  |
 HZ2351|                                                           dddmmss.s |
 HZ2351| CG8013 HENRY RM 1                           22.616 METERS 06153     |
 HZ2351| CG8014 HENRY RM 2                           23.482 METERS 16547     |
 HZ2351| CG8012 HENRY AZ MK                                        2302858.8 |
 HZ2351|---------------------------------------------------------------------|
 HZ2351
 HZ2351                          SUPERSEDED SURVEY CONTROL
 HZ2351
 HZ2351  NAD 83(1993)-  38 40 17.57644(N)    085 54 18.04911(W) AD(       ) 1
 HZ2351  NAD 83(1986)-  38 40 17.57732(N)    085 54 18.05358(W) AD(       ) 1
 HZ2351  NAD 27      -  38 40 17.37000(N)    085 54 18.15400(W) AD(       ) 1
 HZ2351
 HZ2351.Superseded values are not recommended for survey control.
 HZ2351
 HZ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2351.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2351
 HZ2351_MARKER: DS = TRIANGULATION STATION DISK
 HZ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2351_STAMPING: HENRY 1946
 HZ2351_MARK LOGO: CGS
 HZ2351_PROJECTION: FLUSH
 HZ2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2351+STABILITY: SURFACE MOTION
 HZ2351
 HZ2351  HISTORY     - Date     Condition        Report By
 HZ2351  HISTORY     - 1946     MONUMENTED       CGS
 HZ2351
 HZ2351                          STATION DESCRIPTION
 HZ2351
 HZ2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2351'THIS STATION IS BESIDE STATE HIGHWAY 56, ABOUT 7-1/2 MILES WEST OF
 HZ2351'SCOTTSBURG AND 3-1/2 MILES NORTHWEST OF LEOTA. IT IS 173 FEET
 HZ2351'EAST OF THE SOUTHEAST CORNER OF A BARN, 29 FEET SOUTH OF A DIRT ROAD,
 HZ2351'AND 50 FEET NORTH OF A WIRE FENCE CORNER. THE MARK IS FLUSH WITH
 HZ2351'THE GROUND AND THE DISK IS STAMPED HENRY 1946.
 HZ2351'
 HZ2351'REFERENCE MARK NO. 1 IS 74.20 FEET EAST OF THE STATION. THE MARK IS
 HZ2351'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HENRY NO 1 1946.
 HZ2351'
 HZ2351'REFERENCE MARK NO. 2 IS 77.04 FEET SOUTH OF THE STATION, 37 FEET
 HZ2351'SOUTH OF A WIRE FENCE CORNER, AND 1 FOOT EAST OF A WIRE FENCE.
 HZ2351'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HENRY NO 2
 HZ2351'1946.
 HZ2351'
 HZ2351'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 29 FEET NORTH OF
 HZ2351'THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A TELEPHONE POLE
 HZ2351'NO. E-44-469, AND 4 FEET EAST OF A WHITE WITNESS POST. THE MARK
 HZ2351'PROJECTS 4 INCHES AND THE DISK IS STAMPED HENRY 1946.
 HZ2351'
 HZ2351'TO REACH THE FROM THE JUNCTION OF U.S.HIGHWAY 31 AND STATE HIGHWAY 56
 HZ2351'IN THE WEST PART OF SCOTTSBURG, GO WEST ON HIGHWAY 56 FOR 7.2
 HZ2351'MILES OT AN OLD PHILLIPS GAS STATION ON THE RIGHT, THE AZIMUTH MARK
 HZ2351'IS 0.15 MILE WEST ON THE RIGHT OF THE HIGHWAY, TURN RIGHT AT
 HZ2351'THE EAST SIDE OF THE STATION AND FOLLOW A DIRT ROAD NORTH AND
 HZ2351'NORTHEAST 0.2 MILE TO THE BARN AND THE STATION ON THE SOUTH SIDE
 HZ2351'OF THE SMALL HILL.
 HZ2351'
 HZ2351'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2147 ***********************************************************************
 LA2147  DESIGNATION -  HERON RESET
 LA2147  PID         -  LA2147
 LA2147  STATE/COUNTY-  IN/TIPTON
 LA2147  COUNTRY     -  US
 LA2147  USGS QUAD   -  OMEGA (2019)
 LA2147
 LA2147                         *CURRENT SURVEY CONTROL
 LA2147  ______________________________________________________________________
 LA2147* NAD 83(1997) POSITION- 40 14 05.57884(N) 085 59 29.52007(W)   ADJUSTED
 LA2147* NAVD 88 ORTHO HEIGHT -   264.4   (meters)      867.    (feet) VERTCON3
 LA2147  ______________________________________________________________________
 LA2147  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 LA2147  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 LA2147  HORZ ORDER      -  FIRST
 LA2147
 LA2147.The horizontal coordinates were established by classical geodetic methods
 LA2147.and adjusted by the National Geodetic Survey in May 1999.
 LA2147
 LA2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2147
 LA2147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2147.GEOID18 height accuracy estimate available here.
 LA2147
 LA2147.Click photographs - Photos may exist for this station.
 LA2147
 LA2147.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2147
 LA2147. The following values were computed from the NAD 83(1997) position.
 LA2147
 LA2147;                    North         East     Units Scale Factor Converg.
 LA2147;SPC IN E     -   553,648.071    72,354.563   MT  0.99997607   -0 12 35.4
 LA2147;SPC IN E     - 1,816,427.05    237,383.26   sFT  0.99997607   -0 12 35.4
 LA2147;UTM  16      - 4,454,315.149   585,787.481   MT  0.99969059   +0 39 05.2
 LA2147
 LA2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2147!SPC IN E     -   0.99996391  x   0.99997607  =   0.99993998
 LA2147!UTM  16      -   0.99996391  x   0.99969059  =   0.99965451
 LA2147
 LA2147:                Primary Azimuth Mark                     Grid Az
 LA2147:SPC IN E     -  HERON AZ MK 2                            229 15 20.8
 LA2147:UTM  16      -  HERON AZ MK 2                            228 23 40.2
 LA2147
 LA2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8578754315(NAD 83)
 LA2147
 LA2147|---------------------------------------------------------------------|
 LA2147| PID    Reference Object                     Distance      Geod. Az  |
 LA2147|                                                           dddmmss.s |
 LA2147| LA2148 HERON RM A                           49.701 METERS 01133     |
 LA2147| CC9348 HERON RM 3                           31.536 METERS 03614     |
 LA2147| LA2161 ELWOOD PIPELINE MICROWAVE MST       APPROX.12.6 KM 0594153.8 |
 LA2147| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX.13.3 KM 0642812.9 |
 LA2147| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX.13.3 KM 0695325.7 |
 LA2147| LB2504 CICERO MUNICIPAL TANK               APPROX.11.6 KM 1892619.4 |
 LA2147| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX. 7.5 KM 2004337.3 |
 LA2147| CC9345 HERON AZ MK 2                                      2290245.4 |
 LA2147| CC9344 HERON AZ MK                                        2290312.4 |
 LA2147| CC9346 HERON RM 1                           78.383 METERS 26916     |
 LA2147| LB2473 TIPTON MUNICIPAL TANK               APPROX. 6.1 KM 3140538.6 |
 LA2147| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 6.7 KM 3210341.8 |
 LA2147| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 6.9 KM 3254423.0 |
 LA2147| CC9347 HERON RM 2                           89.780 METERS 34111     |
 LA2147|---------------------------------------------------------------------|
 LA2147
 LA2147                          SUPERSEDED SURVEY CONTROL
 LA2147
 LA2147  NAD 83(1986)-  40 14 05.58210(N)    085 59 29.53425(W) AD(       ) 1
 LA2147  NAD 27      -  40 14 05.44600(N)    085 59 29.59100(W) AD(       ) 1
 LA2147  NGVD 29 (07/19/86)  264.5    (m)          868.     (f) VERT ANG       
 LA2147
 LA2147.Superseded values are not recommended for survey control.
 LA2147
 LA2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2147.See file dsdata.pdf to determine how the superseded data were derived.
 LA2147
 LA2147_MARKER: DS = TRIANGULATION STATION DISK
 LA2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2147_STAMPING: HERON 1934 1970
 LA2147_MARK LOGO: CGS
 LA2147_PROJECTION: RECESSED 41 CENTIMETERS
 LA2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2147+STABILITY: SURFACE MOTION
 LA2147
 LA2147  HISTORY     - Date     Condition        Report By
 LA2147  HISTORY     - 1934     MONUMENTED       CGS
 LA2147  HISTORY     - 1948     GOOD             CGS
 LA2147  HISTORY     - 1970     GOOD             NGS
 LA2147
 LA2147                          STATION DESCRIPTION
 LA2147
 LA2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2147'ABOUT 2.6 MILES EAST AND 3.5 MILES SOUTH OF TIPTON, 2 MILES WEST AND
 LA2147'3.5 MILES SOUTH OF HOBBS, ON THE HERON FARM, R.M. WRIGHT, MANAGER, IN
 LA2147'SOUTHEAST PART OF LARGE ENCLOSED BARNYARD, ABOUT 100 YARDS
 LA2147'SOUTH-SOUTHEAST OF WRIGHTS HOUSE, 76 FEET NORTHWEST OF SOUTHEAST
 LA2147'CORNER OF BARNYARD, 73 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 46
 LA2147'FEET NORTH OF EASTWEST FENCE LINE, 124 FEET SOUTHWEST OF THE SOUTHWEST
 LA2147'CORNER OF GRANARY, AND IS FLUSH WITH THE GROUND.
 LA2147'
 LA2147'TO REACH FROM TIPTON, GO EAST ON STATE HIGHWAY 28 FOR 2.6 MILES TO A
 LA2147'CROSS ROAD, TURN SOUTH FOR 3.5 MILES TO DRIVEWAY LEADING TO THE HERON
 LA2147'FARM, TURN EAST THROUGH WIRE GATE FOR 0.15 MILE TO WRIGHTS HOUSE AND
 LA2147'STATION SITE.
 LA2147'
 LA2147'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2147'DISKS SET IN CONCRETE.
 LA2147'
 LA2147'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 0.8 FOOT EAST OF
 LA2147'NORTH-SOUTH FENCE LINE, 46-1/2 FEET NORTH OF SOUTHWEST CORNER POST OF
 LA2147'BARNYARD, AND FLUSH WITH GROUND.
 LA2147'
 LA2147'REFERENCE MARK NO. 2 IS NORTH OF STATION, 36 FEET EAST OF SOUTHEAST
 LA2147'CORNER OF WRIGHTS HOUSE, 8 FEET WEST OF SOUTHEAST CORNER OF YARD
 LA2147'FENCE, AND FLUSH WITH GROUND.  THE DISTANCE BETWEEN REFERENCE MARKS IS
 LA2147'326.51 FEET.
 LA2147'
 LA2147'AZIMUTH MARK IS SOUTHEAST OF STATION IN AN EAST-WEST FENCE LINE, 15
 LA2147'FEET NORTH OF EAST-WEST ROAD, 65 FEET EAST OF NORTH-SOUTH ROAD, 20
 LA2147'FEET EAST OF A 4-FOOT CORNER POST, AND PROJECTS 8 INCHES.
 LA2147
 LA2147                          STATION RECOVERY (1948)
 LA2147
 LA2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2147'RECOVERED.  STATION IS IN THE S BARN LOT FENCE.  R.M. 1 HAS BEEN
 LA2147'DISTURBED AND IS ABOUT 1 FOOT TOWARD THE STATION FROM ITS ORIGINAL
 LA2147'POSITION, EVIDENTLY WAS PUSHED OVER BY A TRACTOR OR OTHER FARM
 LA2147'EQUIPMENT.
 LA2147
 LA2147                          STATION RECOVERY (1970)
 LA2147
 LA2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2147'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LA2147'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED
 LA2147'OUT OF THE GROUND AND WAS DESTROYED.  A DIFFERENCE WAS NOTED IN
 LA2147'THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK 2 AND IN
 LA2147'THE DISTANCE TO REFERENCE MARK 2.  THE AZIMUTH MARK IS
 LA2147'SOUTHWEST OF THE STATION INSTEAD OF SOUTHEAST.  AT THE REQUEST
 LA2147'OF THE PROPERTY OWNER THE STATION MARK WAS LOWERED BELOW PLOW
 LA2147'DEPTH.  REFERENCE MARK 3 AND HERON RM A WERE ESTABLISHED AT
 LA2147'THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LA2147'
 LA2147'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF ELWOOD
 LA2147'AND 5 MILES SOUTHEAST OF TIPTON.  IT IS ABOUT 100 YARDS SOUTH
 LA2147'SOUTHEAST OF A VACANT FARM HOUSE ON PROPERTY OWNED BY MR. RAY
 LA2147'HULL WHO LIVES AT 134 COLUMBIA STREET IN TIPTON.  HIS TELEPHONE
 LA2147'NUMBER IS 675-4446.
 LA2147'
 LA2147'TO REACH THE STATION FROM THE COURTHOUSE IN TIPTON, GO EAST
 LA2147'ON STATE HIGHWAY 28 FOR 2.55 MILES TO A CROSSROAD, TURN RIGHT
 LA2147'AND GO SOUTH ON 100 E ROAD FOR 2.6 MILES TO A CROSSROAD, 400 S
 LA2147'ROAD, CONTINUE SOUTH ON 100 E ROAD FOR 0.8 MILE TO A FARM DRIVE
 LA2147'ON THE LEFT, ( TO REACH THE AZIMUTH MARK FROM THIS POINT,
 LA2147'CONTINUE SOUTH ON 100 E ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT AND
 LA2147'THE MARK ON THE LEFT), TURN LEFT AND GO EAST ON THE FARM
 LA2147'DRIVE FOR 0.25 MILE TO THE FARM HOUSE ON THE LEFT AND THE
 LA2147'STATION ON THE RIGHT.
 LA2147'
 LA2147'THE STATION MARK IS A STANDARD DISK STAMPED HERON 1934 1970, SET
 LA2147'IN THE TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LA2147'16 INCHES UNDERGROUND.  IT IS 200 FEET SOUTH OF THE CENTER OF
 LA2147'DRIVEWAY, 71.8 FEET WEST OF A BOARD FENCE AND 38.5 FEET SOUTHWEST
 LA2147'OF THE SOUTH ONE OF TWO METAL GRAIN STORAGE BINS.
 LA2147'
 LA2147'HERON RM A IS A STANDARD STATION MARK DISK STAMPED HERON RM A 1970
 LA2147'SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LA2147'14 INCHES UNDERGROUND.  IT IS 64.5 FEET NORTH-NORTHWEST OF THE
 LA2147'NORTH ONE OF TWO METAL GRAIN STORAGE BINS, 36 FEET SOUTH-SOUTHWEST
 LA2147'OF THE CENTER OF DRIVEWAY AND 29.3 FEET NORTHWEST OF THE NORTHWEST
 LA2147'CORNER OF A BARN.
 LA2147'
 LA2147'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HERON NO 2 1934,
 LA2147'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LA2147'THE GROUND.  IT IS 36.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 LA2147'CORNER OF HOUSE, 35 FEET NORTHWEST OF THE CENTER OF DRIVEWAY,
 LA2147'19 FEET SOUTH-SOUTHEAST OF A 40 INCH MAPLE TREE AND 8 FEET WEST
 LA2147'SOUTHWEST OF A 24 INCH TREE.
 LA2147'
 LA2147'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HERON 1934 NO 3 1970
 LA2147'CEMENTED IN A DRILL HOLE IN THE CONCRETE PATIO EXTENSION OF A TIN
 LA2147'AND CINDER BLOCK FARM BUILDING.  IT IS 45 FEET NORTH-NORTHEAST
 LA2147'OF THE SOUTH METAL STORAGE BIN, 31.5 FEET SOUTH-SOUTHWEST OF
 LA2147'THE SOUTHEAST CORNER OF THE BUILDING, 11.5 FEET EAST-SOUTHEAST
 LA2147'OF THE NORTH METAL STORAGE BIN AND 2.5 FEET NORTH OF THE SOUTH
 LA2147'EDGE OF PATIO.
 LA2147'
 LA2147'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HERON AZIMUTH 1934,
 LA2147'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 LA2147'INCHES.  IT IS 45 FEET EAST OF THE CENTER OF 100 E ROAD, 16 FEET
 LA2147'NORTH OF THE CENTER OF 500 S ROAD, 11.3 FEET WEST OF A TELEPHONE
 LA2147'POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH
 LA2147'OF A WIRE FENCE.
 LA2147'
 LA2147'HEIGHT OF LIGHT ABOVE STATION MARK 113.2 FEET.
 LA2147'
 LA2147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LA2147'5 MILES SOUTHEAST OF TIPTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2148 ***********************************************************************
 LA2148  DESIGNATION -  HERON RM A
 LA2148  PID         -  LA2148
 LA2148  STATE/COUNTY-  IN/TIPTON
 LA2148  COUNTRY     -  US
 LA2148  USGS QUAD   -  OMEGA (2019)
 LA2148
 LA2148                         *CURRENT SURVEY CONTROL
 LA2148  ______________________________________________________________________
 LA2148* NAD 83(1997) POSITION- 40 14 07.15760(N) 085 59 29.09904(W)   ADJUSTED
 LA2148* NAVD 88 ORTHO HEIGHT -   263.8   (meters)      865.    (feet) VERTCON3
 LA2148  ______________________________________________________________________
 LA2148  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 LA2148  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 LA2148  HORZ ORDER      -  FIRST
 LA2148
 LA2148.The horizontal coordinates were established by classical geodetic methods
 LA2148.and adjusted by the National Geodetic Survey in May 1999.
 LA2148
 LA2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2148
 LA2148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2148.GEOID18 height accuracy estimate available here.
 LA2148
 LA2148.Click photographs - Photos may exist for this station.
 LA2148
 LA2148.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2148
 LA2148. The following values were computed from the NAD 83(1997) position.
 LA2148
 LA2148;                    North         East     Units Scale Factor Converg.
 LA2148;SPC IN E     -   553,696.729    72,364.694   MT  0.99997606   -0 12 35.2
 LA2148;SPC IN E     - 1,816,586.69    237,416.50   sFT  0.99997606   -0 12 35.2
 LA2148;UTM  16      - 4,454,363.939   585,796.877   MT  0.99969061   +0 39 05.4
 LA2148
 LA2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2148!SPC IN E     -   0.99996401  x   0.99997606  =   0.99994007
 LA2148!UTM  16      -   0.99996401  x   0.99969061  =   0.99965463
 LA2148
 LA2148:                Primary Azimuth Mark                     Grid Az
 LA2148:SPC IN E     -  FRANKTON                                 090 09 50.9
 LA2148:UTM  16      -  FRANKTON                                 089 18 10.3
 LA2148
 LA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8579654363(NAD 83)
 LA2148
 LA2148|---------------------------------------------------------------------|
 LA2148| PID    Reference Object                     Distance      Geod. Az  |
 LA2148|                                                           dddmmss.s |
 LA2148| LA2161 ELWOOD PIPELINE MICROWAVE MST       APPROX.12.6 KM 0595202.2 |
 LA2148| LA1347 FRANKTON                            APPROX.14.1 KM 0895715.7 |
 LA2148| LA2147 HERON RESET                          49.701 METERS 19133     |
 LA2148| LB2473 TIPTON MUNICIPAL TANK               APPROX. 6.1 KM 3134156.0 |
 LA2148| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 6.7 KM 3204353.3 |
 LA2148|---------------------------------------------------------------------|
 LA2148
 LA2148                          SUPERSEDED SURVEY CONTROL
 LA2148
 LA2148  NAD 83(1986)-  40 14 07.16081(N)    085 59 29.11323(W) AD(       ) 1
 LA2148  NAD 27      -  40 14 07.02473(N)    085 59 29.16986(W) AD(       ) 1
 LA2148  NGVD 29 (07/19/86)  263.9    (m)          866.     (f) VERT ANG       
 LA2148
 LA2148.Superseded values are not recommended for survey control.
 LA2148
 LA2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2148.See file dsdata.pdf to determine how the superseded data were derived.
 LA2148
 LA2148_MARKER: DS = TRIANGULATION STATION DISK
 LA2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2148_STAMPING: HERON RM A 1970
 LA2148_MARK LOGO: CGS
 LA2148_PROJECTION: RECESSED 36 CENTIMETERS
 LA2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2148+STABILITY: SURFACE MOTION
 LA2148
 LA2148  HISTORY     - Date     Condition        Report By
 LA2148  HISTORY     - 1970     MONUMENTED       NGS
 LA2148
 LA2148                          STATION DESCRIPTION
 LA2148
 LA2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2148'THE STATION IS LOCATED ABOUT 8 MILES WEST SOUTHWEST OF ELWOOD
 LA2148'AND 5 MILES SOUTHEAST OF TIPTON.  IT IS ABOUT 90 YARDS SOUTH
 LA2148'SOUTHEAST OF A VACANT FARM HOUSE ON PROPERTY OWNED BY MR. RAY
 LA2148'HULL WHO LIVES AT 134 COLUMBIA STREET IN TIPTON.  HIS TELEPHONE
 LA2148'NUMBER IS 675-4446.
 LA2148'
 LA2148'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 LA2148'HERON 1934 1970.
 LA2148'
 LA2148'THE STATION MARK IS A STANDARD DISK STAMPED HERON RM A 1970,
 LA2148'SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE MONUMENT
 LA2148'WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 64.5 FEET
 LA2148'NORTH-NORTHWEST OF THE NORTH ONE OF TWO METAL GRAIN STORAGE
 LA2148'BINS, 36 FEET SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY AND
 LA2148'29.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN.
 LA2148'
 LA2148'NOTE--THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO
 LA2148'SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1989 ***********************************************************************
 LA1989  DESIGNATION -  HESSON
 LA1989  PID         -  LA1989
 LA1989  STATE/COUNTY-  IN/ALLEN
 LA1989  COUNTRY     -  US
 LA1989  USGS QUAD   -  POE (2019)
 LA1989
 LA1989                         *CURRENT SURVEY CONTROL
 LA1989  ______________________________________________________________________
 LA1989* NAD 83(1997) POSITION- 40 59 12.96434(N) 085 05 09.64006(W)   ADJUSTED
 LA1989* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LA1989  ______________________________________________________________________
 LA1989  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 LA1989  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 LA1989  HORZ ORDER      -  SECOND
 LA1989
 LA1989.The horizontal coordinates were established by classical geodetic methods
 LA1989.and adjusted by the National Geodetic Survey in May 1999.
 LA1989
 LA1989.The orthometric height was scaled from a topographic map.
 LA1989
 LA1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1989.GEOID18 height accuracy estimate available here.
 LA1989
 LA1989.Click photographs - Photos may exist for this station.
 LA1989
 LA1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1989
 LA1989. The following values were computed from the NAD 83(1997) position.
 LA1989
 LA1989;                    North         East     Units Scale Factor Converg.
 LA1989;SPC IN E     -   637,269.670   148,861.697   MT  0.99999604   +0 22 51.1
 LA1989;SPC IN E     - 2,090,775.58    488,390.42   sFT  0.99999604   +0 22 51.1
 LA1989;UTM  16      - 4,539,070.855   661,005.419   MT  0.99991906   +1 15 20.3
 LA1989
 LA1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1989!SPC IN E     -   0.99996727  x   0.99999604  =   0.99996331
 LA1989!UTM  16      -   0.99996727  x   0.99991906  =   0.99988634
 LA1989
 LA1989:                Primary Azimuth Mark                     Grid Az
 LA1989:SPC IN E     -  HESSON AZ MK                             317 51 39.2
 LA1989:UTM  16      -  HESSON AZ MK                             316 59 10.0
 LA1989
 LA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6100539070(NAD 83)
 LA1989
 LA1989|---------------------------------------------------------------------|
 LA1989| PID    Reference Object                     Distance      Geod. Az  |
 LA1989|                                                           dddmmss.s |
 LA1989| LA1994 EMMANUEL EVAN LUTH CH SPIRE         APPROX. 4.2 KM 0753955.6 |
 LA1989| LA1987 ST JOSEPH CATH CHURCH SPIRE         APPROX. 0.9 KM 1610034.0 |
 LA1989| CC9351 HESSON RM 2                          38.431 METERS 16236     |
 LA1989| CC9350 HESSON RM 1                          35.552 METERS 27504     |
 LA1989| CC9349 HESSON AZ MK                                       3181430.3 |
 LA1989|---------------------------------------------------------------------|
 LA1989
 LA1989                          SUPERSEDED SURVEY CONTROL
 LA1989
 LA1989  NAD 83(1995)-  40 59 12.96507(N)    085 05 09.64439(W) AD(       ) 2
 LA1989  NAD 83(1986)-  40 59 12.96638(N)    085 05 09.65463(W) AD(       ) 2
 LA1989  NAD 27      -  40 59 12.79290(N)    085 05 09.76780(W) AD(       ) 2
 LA1989
 LA1989.Superseded values are not recommended for survey control.
 LA1989
 LA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1989.See file dsdata.pdf to determine how the superseded data were derived.
 LA1989
 LA1989_MARKER: DS = TRIANGULATION STATION DISK
 LA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1989_STAMPING: HESSON 1947
 LA1989_MARK LOGO: CGS
 LA1989_PROJECTION: FLUSH
 LA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1989+STABILITY: SURFACE MOTION
 LA1989
 LA1989  HISTORY     - Date     Condition        Report By
 LA1989  HISTORY     - 1947     MONUMENTED       CGS
 LA1989  HISTORY     - 1963     GOOD             CGS
 LA1989  HISTORY     - 1975     GOOD             BRADY
 LA1989
 LA1989                          STATION DESCRIPTION
 LA1989
 LA1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1989'THE STATION IS LOCATED 10 MILES NORTHWEST OF DECATUR, 5 MILES
 LA1989'SOUTHEAST OF FORT WAYNE AND 5 MILES WEST-NORTHWEST OF HOAGLAND, ON
 LA1989'PROPERTY OWNED BY JOHN TIGNER.
 LA1989'
 LA1989'IT IS 200 FEET WEST OF AN OLD BRICK SCHOOL BUILDING, 54 FEET EAST OF
 LA1989'THE CENTER OF U.S.  HIGHWAYS 33 AND 27, 52 FEET SOUTH OF A CONCRETE
 LA1989'FENCE CORNER POST, 13 FEET EAST OF A WHITE WITNESS POST AND 11 FEET
 LA1989'EAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA1989'HESSON 1947.
 LA1989'
 LA1989'REFERENCE MARK NO. 1 IS 116.64 FEET WEST OF THE STATION.  IT IS 43
 LA1989'FEET WEST OF THE CENTER OF HIGHWAYS 33 AND 27 AND 1 FOOT EAST OF A
 LA1989'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HESSON
 LA1989'NO 1 1947.
 LA1989'
 LA1989'REFERENCE MARK NO. 2 IS 126.09 FEET SOUTH OF THE STATION.  IT IS 43
 LA1989'FEET EAST OF THE CENTER OF HIGHWAYS 33 AND 27, 7 FEET SOUTH OF THE
 LA1989'CENTER OF A DRIVEWAY AND 2 FEET WEST OF A POWER LINE POLE.  THE MARK
 LA1989'PROJECTS 3 INCHES AND THE DISK IS STAMPED HESSON NO 2 1947.
 LA1989'
 LA1989'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 39 FEET
 LA1989'EAST OF THE CENTER OF HIGHWAYS 33 AND 27, 2 FEET SOUTHEAST OF A WHITE
 LA1989'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 6
 LA1989'INCHES AND THE DISK IS STAMPED HESSON 1947.
 LA1989'
 LA1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 27 AND
 LA1989'STATE HIGHWAYS 1 AND 3 IN THE SOUTHEAST SECTION OF FORT WAYNE, GO
 LA1989'SOUTHEAST ON HIGHWAYS 33 AND 27 FOR 5.3 MILES TO THE STATION ON THE
 LA1989'LEFT AS DESCRIBED.
 LA1989'
 LA1989'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1989
 LA1989                          STATION RECOVERY (1963)
 LA1989
 LA1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1989'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA1989'DESCRIBED EXCEPT THAT THE U.S. HIGHWAYS HAVE BEEN RELOCATED TO ABOUT
 LA1989'0.2 MILE W OF THE STATION.
 LA1989'
 LA1989'ABOUT 8.2 MILES SLY ALONG NOS. 27 AND 33 U.S. HWYS. FROM DUE E OF THE
 LA1989'COURTHOUSE IN THE HEART OF DOWNTOWN FORT WAYNE TO TOP OF HILL IN
 LA1989'CASSEL HESSEN, THENCE ABOUT 75 YARDS E TO ST. JOSEPHS CATHOLIC CHURCH,
 LA1989'THENCE 0.55 MILE NLY ALONG THE OLD NO. 27 HWY. TO THE STATION ON
 LA1989'RIGHT, AT N END OF A SHORT CURVE, AT S END OF A LONGER ONE, 54 FEET W
 LA1989'OF CENTER LINE OF THE OLD HWY., 3.5 FEET HIGHER THAN SAME, 52-1/2 FEET
 LA1989'SE OF FENCE CORNER CONCRETE POST, STANDARD DISKS ARE STAMPED HESSON
 LA1989'1947 AND SET IN MARKS, WITH THE UPPER MARK FLUSH WITH THE GROUND
 LA1989'SURFACE.
 LA1989'
 LA1989'REFERENCE STAMPED HESSON NO 1 1947, PROJECTS 0.3 FOOT, IS 116.64 FEET
 LA1989'OR 35.552 METERS W OF STATION, 47 FEET W OF CENTER LINE OF 18-FOOT
 LA1989'CONCRETE ROAD PAVEMENT, 2.2 FEET HIGHER THAN SAME, AND 2.0 FEET SSE OF
 LA1989'STEEL WITNESS POST.
 LA1989'
 LA1989'REFERENCE STAMPED HESSON NO 2 1947, PROJECTS 0.1 FOOT, IS 126.08 FEET
 LA1989'OR 38.429 METERS SSE OF STATION, 43 FEET E OF CENTER LINE OF THE
 LA1989'PAVEMENT, 1.6 FEET HIGHER THAN SAME, 7 FEET S OF CENTER LINE OF A
 LA1989'DRIVEWAY, 2 FEET W OF NO. 68/052 POWER POLE.
 LA1989'
 LA1989'AZIMUTH MARK STAMPED HESSON 1947, PROJECTS 0.6 FOOT, IS ABOUT 0.25
 LA1989'MILE NW OF STATION, ABOUT 60 YARDS NW OF CREST OF RIDGE, 39 FEET NE OF
 LA1989'CENTER LINE OF THE ROAD, AND 2.2 FEET SE OF STEEL WITNESS POST.
 LA1989
 LA1989                          STATION RECOVERY (1975)
 LA1989
 LA1989'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 LA1989'HESSON 1947 RECOVERED GOOD.  HESSON 1947 (AZ MK) RECOVERED GOOD.
 LA1989'HESSON NO. 1 1947 RECOVERED GOOD.  HESSON NO. 2 1947 RECOVERED GOOD.
 LA1989'OLD SCHOOL HOUSE AND POWER LINE POLE ARE GONE.  2 NEW HOMES IN THIS
 LA1989'AREA.  STATION AND RM 2 ARE IN YARD AREA.  DISTANCE AND DIRECTION FROM
 LA1989'NEAREST TOWN--5 MILES SE OF FORT WAYNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2408 ***********************************************************************
 ME2408  DESIGNATION -  HESSTON
 ME2408  PID         -  ME2408
 ME2408  STATE/COUNTY-  IN/LA PORTE
 ME2408  COUNTRY     -  US
 ME2408  USGS QUAD   -  NEW BUFFALO EAST (2017)
 ME2408
 ME2408                         *CURRENT SURVEY CONTROL
 ME2408  ______________________________________________________________________
 ME2408* NAD 83(1997) POSITION- 41 45 13.25134(N) 086 37 39.21653(W)   ADJUSTED
 ME2408* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 ME2408  ______________________________________________________________________
 ME2408  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 ME2408  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 ME2408  HORZ ORDER      -  SECOND
 ME2408
 ME2408.The horizontal coordinates were established by classical geodetic methods
 ME2408.and adjusted by the National Geodetic Survey in May 1999.
 ME2408
 ME2408.The orthometric height was scaled from a topographic map.
 ME2408
 ME2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2408.GEOID18 height accuracy estimate available here.
 ME2408
 ME2408.Click photographs - Photos may exist for this station.
 ME2408
 ME2408.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2408
 ME2408. The following values were computed from the NAD 83(1997) position.
 ME2408
 ME2408;                    North         East     Units Scale Factor Converg.
 ME2408;SPC IN W     -   722,360.514   937,905.215   MT  0.99998434   +0 18 12.7
 ME2408;SPC IN W     - 2,369,944.45  3,077,110.69   sFT  0.99998434   +0 18 12.7
 ME2408;UTM  16      - 4,622,495.306   530,963.275   MT  0.99961180   +0 14 52.9
 ME2408
 ME2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2408!SPC IN W     -   0.99996801  x   0.99998434  =   0.99995235
 ME2408!UTM  16      -   0.99996801  x   0.99961180  =   0.99957983
 ME2408
 ME2408:                Primary Azimuth Mark                     Grid Az
 ME2408:SPC IN W     -  HESSTON AZ MK                            261 16 20.8
 ME2408:UTM  16      -  HESSTON AZ MK                            261 19 40.6
 ME2408
 ME2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3096322495(NAD 83)
 ME2408
 ME2408|---------------------------------------------------------------------|
 ME2408| PID    Reference Object                     Distance      Geod. Az  |
 ME2408|                                                           dddmmss.s |
 ME2408| CM3658 HESSTON RM 2                         22.580 METERS 24748     |
 ME2408| CM3656 HESSTON AZ MK                                      2613433.5 |
 ME2408| CM3657 HESSTON RM 1                         28.188 METERS 33546     |
 ME2408|---------------------------------------------------------------------|
 ME2408
 ME2408                          SUPERSEDED SURVEY CONTROL
 ME2408
 ME2408  NAD 83(1994)-  41 45 13.25442(N)    086 37 39.21734(W) AD(       ) 2
 ME2408  NAD 83(1986)-  41 45 13.25383(N)    086 37 39.21912(W) AD(       ) 2
 ME2408  NAD 27      -  41 45 13.09640(N)    086 37 39.13870(W) AD(       ) 2
 ME2408
 ME2408.Superseded values are not recommended for survey control.
 ME2408
 ME2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2408.See file dsdata.pdf to determine how the superseded data were derived.
 ME2408
 ME2408_MARKER: DS = TRIANGULATION STATION DISK
 ME2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2408_STAMPING: HESSTON 1952
 ME2408_MARK LOGO: CGS
 ME2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2408+STABILITY: SURFACE MOTION
 ME2408
 ME2408  HISTORY     - Date     Condition        Report By
 ME2408  HISTORY     - 1952     MONUMENTED       CGS
 ME2408  HISTORY     - 1981     GOOD             MIDH
 ME2408
 ME2408                          STATION DESCRIPTION
 ME2408
 ME2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2408'STATION IS LOCATED ABOUT 12 MILES EAST OF MICHIGAN CITY AND ABOUT 0.5
 ME2408'MILE SOUTH OF THE INDIANA-MICHIGAN STATE LINE.  IT IS 96 FEET NORTH OF
 ME2408'A TOMBSTONE WITH THE INSCRIPTION SUTHERLAND ON THE SOUTHSIDE, 37 FEET
 ME2408'NORTHWEST OF A 14 INCH OAK TREE, 29 FEET NORTH OF A FENCE LINE AND 3
 ME2408'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 ME2408'AND THE DISK IS STAMPED HESSTON 1952.
 ME2408'
 ME2408'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE KNOB OF GROUND ON
 ME2408'WHICH THE STATION IS LOCATED AND 113 FEET NORTH OF THE FENCE LINE.
 ME2408'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HESSTON NO 1 1952.
 ME2408'
 ME2408'REFERENCE MARK NO. 2 IS 88 FEET NORTHWEST OF THE MONUMENT WITH THE
 ME2408'INSCRIPTION SUTHERLAND AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK
 ME2408'PROJECTS 8 INCHES AND THE DISK IS STAMPED HESSTON NO 2 1952.
 ME2408'
 ME2408'AZIMUTH MARK IS 7O FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 ME2408'HOUSE, 17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 ME2408'NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ME2408'IS STAMPED HESSTON 1952.
 ME2408'
 ME2408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2408'HIGHWAY 2 GO WEST ON HIGHWAY 20 FOR 2.25 MILES TO CROSSROAD AND
 ME2408'SERVICE STATION ON RIGHT, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR
 ME2408'3.45 MILES TO A GRAVEL CROSS ROAD, TURN LEFT AND GO WEST FOR 1.25
 ME2408'MILES TO GALENA TOWNSHIP SCHOOL ON THE RIGHT AND CROSSROAD, TURN RIGHT
 ME2408'AND GO NORTH FOR 1.6 MILES TO GRAVEL CROSS ROAD AND HESSTON GENERAL
 ME2408'STORE ON THE RIGHT, TURN RIGHT AND GO EAST FOR 1.2 MILES TO AZIMUTH
 ME2408'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO CHURCH
 ME2408'AND GRAVEYARD ON THE LEFT, TURN LEFT AND GO NORTH AND WEST THROUGH
 ME2408'GRAVEYARD FOR 200 FEET TO STATION AS DESCRIBED.
 ME2408'
 ME2408'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2408
 ME2408                          STATION RECOVERY (1981)
 ME2408
 ME2408'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 ME2408'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID NOT LOOK
 ME2408'FOR AZIMUTH AND REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0716 ***********************************************************************
 MD0716  DESIGNATION -  HEWES
 MD0716  PID         -  MD0716
 MD0716  STATE/COUNTY-  IN/ALLEN
 MD0716  COUNTRY     -  US
 MD0716  USGS QUAD   -  HUNTERTOWN (2019)
 MD0716
 MD0716                         *CURRENT SURVEY CONTROL
 MD0716  ______________________________________________________________________
 MD0716* NAD 83(1997) POSITION- 41 07 57.07391(N) 085 08 44.82599(W)   ADJUSTED
 MD0716* NAVD 88 ORTHO HEIGHT -   249.225 (meters)      817.67  (feet) ADJUSTED
 MD0716  ______________________________________________________________________
 MD0716  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 MD0716  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 MD0716  DYNAMIC HEIGHT  -        249.127 (meters)      817.34  (feet) COMP
 MD0716  MODELED GRAVITY -    980,227.6   (mgal)                       NAVD 88
 MD0716
 MD0716  HORZ ORDER      -  SECOND
 MD0716  VERT ORDER      -  SECOND    CLASS 0
 MD0716
 MD0716.The horizontal coordinates were established by classical geodetic methods
 MD0716.and adjusted by the National Geodetic Survey in May 1999.
 MD0716
 MD0716.The orthometric height was determined by differential leveling and
 MD0716.adjusted by the NATIONAL GEODETIC SURVEY
 MD0716.in June 1991.
 MD0716
 MD0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0716.GEOID18 height accuracy estimate available here.
 MD0716
 MD0716.Click photographs - Photos may exist for this station.
 MD0716
 MD0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0716
 MD0716.The dynamic height is computed by dividing the NAVD 88
 MD0716.geopotential number by the normal gravity value computed on the
 MD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0716.degrees latitude (g = 980.6199 gals.).
 MD0716
 MD0716.The modeled gravity was interpolated from observed gravity values.
 MD0716
 MD0716. The following values were computed from the NAD 83(1997) position.
 MD0716
 MD0716;                    North         East     Units Scale Factor Converg.
 MD0716;SPC IN E     -   653,405.572   143,735.206   MT  0.99999020   +0 20 33.5
 MD0716;SPC IN E     - 2,143,714.78    471,571.26   sFT  0.99999020   +0 20 33.5
 MD0716;UTM  16      - 4,555,125.133   655,633.276   MT  0.99989811   +1 13 11.8
 MD0716
 MD0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0716!SPC IN E     -   0.99996607  x   0.99999020  =   0.99995627
 MD0716!UTM  16      -   0.99996607  x   0.99989811  =   0.99986418
 MD0716
 MD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5563355125(NAD 83)
 MD0716
 MD0716                          SUPERSEDED SURVEY CONTROL
 MD0716
 MD0716  NAD 83(1995)-  41 07 57.07496(N)    085 08 44.83049(W) AD(       ) 2
 MD0716  NAD 83(1986)-  41 07 57.07302(N)    085 08 44.84018(W) AD(       ) 2
 MD0716  NAD 27      -  41 07 56.89570(N)    085 08 44.94720(W) AD(       ) 2
 MD0716  NGVD 29 (??/??/92)  249.358  (m)          818.10   (f) ADJ UNCH    2 0
 MD0716  NGVD 29             249.36   (m)          818.1    (f) LEVELING    3  
 MD0716
 MD0716.Superseded values are not recommended for survey control.
 MD0716
 MD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0716.See file dsdata.pdf to determine how the superseded data were derived.
 MD0716
 MD0716_MARKER: DE = TRAVERSE STATION DISK
 MD0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0716_STAMPING: HEWES 1963
 MD0716_MARK LOGO: CGS
 MD0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0716+STABILITY: SURFACE MOTION
 MD0716
 MD0716  HISTORY     - Date     Condition        Report By
 MD0716  HISTORY     - 1963     MONUMENTED       CGS
 MD0716  HISTORY     - 1963     GOOD             CGS
 MD0716  HISTORY     - 20030403 MARK NOT FOUND   USGS-R
 MD0716
 MD0716                          STATION DESCRIPTION
 MD0716
 MD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0716'LOCATED ABOUT 4.5 MILES NORTH OF FORT WAYNE ALONG THE NEW YORK
 MD0716'CENTRAL RAILROAD.  TO REACH
 MD0716'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND INDIANA STATE
 MD0716'HIGHWAY 427 (ABOUT 2 MILES NORTH
 MD0716'OF FORT WAYNE), DRIVE NORTH ON U.S. HIGHWAY 27 FOR 1.5 MILES
 MD0716'TO WASHINGTON CENTER ROAD, TURN LEFT AND GO
 MD0716'0.5 MILES WEST ON WASHINGTON CENTER ROAD
 MD0716'TO STATION AT RAILROAD CROSSING.  IT IS ABOUT 190 FEET
 MD0716'EAST-SOUTHEAST OF THE INTERSECTION OF
 MD0716'WASHINGTON CENTER ROAD AND INDUSTRIAL ROAD, 100.9 FEET NORTHEAST OF
 MD0716'THE NORTHEAST CORNER OF THE DE RO
 MD0716'DOOR COMPANY, 50.7 FEET WEST OF WEST RAIL OF THE RAILROAD, 33.2
 MD0716'FEET SOUTH OF THE CENTERLINE OF
 MD0716'WASHINGTON CENTER ROAD AND 9.3 FEET SOUTHEAST OF POWER
 MD0716'POLE NO. A 360-236.  IT IS MARKED BY A STANDARD
 MD0716'TRAVERSE DISK STAMPED HEWES 1963 SET IN
 MD0716'THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 MD0716'ABOVE AN 8 FOOT ROUND CONCRETE
 MD0716'CAMERA TARGET.
 MD0716
 MD0716                          STATION RECOVERY (1963)
 MD0716
 MD0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0716'3.4 MI N FROM FORT WAYNE.
 MD0716'LOCATED 3.4 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION
 MD0716'IN FORT WAYNE ALONG THE RAILROAD AT THE INTERSECTION OF WASHINGTON
 MD0716'CENTER ROAD ON THE PROPERTY OF MR. HEWES.  IT IS ABOUT 0.5
 MD0716'MILES SOUTH OF THE FORT WAYNE MUNICIPAL AIRPORT (SMITH FIELD),
 MD0716'ABOUT 0.5 MILES WEST OF U.S. HIGHWAY 27, 190 FEET EAST-SOUTHEAST
 MD0716'OF THE INTERSECTION OF WASHINGTON CENTER ROAD AND INDUSTRIAL
 MD0716'ROAD, 100.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DE RO
 MD0716'DOOR COMPANY, 50.7 FEET WEST OF WEST RAIL OF THE RAILROAD, 33.2
 MD0716'FEET SOUTH OF THE CENTERLINE OF WASHINGTON CENTER ROAD AND 9.3
 MD0716'FEET SOUTHEAST OF POWER POLE NUMBER A360-236.  A STANDARD
 MD0716'TRAVERSE DISK STAMPED HEWES 1963, SET IN TOP OF A 10 INCH
 MD0716'ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE AN 8 FOOT
 MD0716'DIAMETER CAMERA TARGET.
 MD0716
 MD0716                          STATION RECOVERY (2003)
 MD0716
 MD0716'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 MD0716'WITH THE REMOVAL OF THE RAILROAD AND CONSTRUCTION OF  MAIN ROADS, IT
 MD0716'IS BELIEVED THAT THE MARK WAS DESTROYED, NO EVIDENCE OF THE MARK WAS
 MD0716'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DO8799 ***********************************************************************
 DO8799  PACS        -  This is a Primary Airport Control Station.
 DO8799  DESIGNATION -  HFY A
 DO8799  PID         -  DO8799
 DO8799  STATE/COUNTY-  IN/JOHNSON
 DO8799  COUNTRY     -  US
 DO8799  USGS QUAD   -  BEECH GROVE (2019)
 DO8799
 DO8799                         *CURRENT SURVEY CONTROL
 DO8799  ______________________________________________________________________
 DO8799* NAD 83(2011) POSITION- 39 37 46.44455(N) 086 05 19.42551(W)   ADJUSTED
 DO8799* NAD 83(2011) ELLIP HT-   215.910 (meters)        (08/13/13)   ADJUSTED
 DO8799* NAD 83(2011) EPOCH   -  2010.00
 DO8799* NAVD 88 ORTHO HEIGHT -   249.26  (meters)      817.8   (feet) GPS OBS
 DO8799  ______________________________________________________________________
 DO8799  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8799  GEOID HEIGHT    -        -33.321 (meters)                     GEOID12A
 DO8799  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 DO8799  NAD 83(2011) X  -    335,546.869 (meters)                     COMP
 DO8799  NAD 83(2011) Y  - -4,907,751.944 (meters)                     COMP
 DO8799  NAD 83(2011) Z  -  4,046,531.039 (meters)                     COMP
 DO8799  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 DO8799
 DO8799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8799  Standards:
 DO8799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8799  -------------------------------------------------------------------
 DO8799  NETWORK    0.42   1.49           0.15   0.19   0.76      0.00922627
 DO8799  -------------------------------------------------------------------
 DO8799  Click here for local accuracies and other accuracy information.
 DO8799
 DO8799.This mark is at Greenwood Airport (HFY)
 DO8799
 DO8799.The horizontal coordinates were established by GPS observations
 DO8799.and adjusted by the WOOLPERT CONSULTANTS in August 2013.
 DO8799
 DO8799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8799.been affixed to the stable North American tectonic plate. See 
 DO8799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8799
 DO8799.The horizontal coordinates are valid at the epoch date displayed above
 DO8799.which is a decimal equivalence of Year/Month/Day.
 DO8799
 DO8799.The orthometric height was determined by GPS observations and a
 DO8799.high-resolution geoid model.
 DO8799
 DO8799.GPS derived orthometric heights for airport stations designated as
 DO8799.PACS or SACS are published to 2 decimal places.  This maintains
 DO8799.centimeter relative accuracy between the PACS and SACS.  It does
 DO8799.not indicate centimeter accuracy relative to other marks which are
 DO8799.part of the published vertical control network.
 DO8799
 DO8799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8799.GEOID18 height accuracy estimate available here.
 DO8799
 DO8799.Click photographs - Photos may exist for this station.
 DO8799
 DO8799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8799
 DO8799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8799
 DO8799.The ellipsoidal height was determined by GPS observations
 DO8799.and is referenced to NAD 83.
 DO8799
 DO8799. The following values were computed from the NAD 83(2011) position.
 DO8799
 DO8799;                    North         East     Units Scale Factor Converg.
 DO8799;SPC IN E     -   486,474.660    63,765.592   MT  0.99998282   -0 16 09.1
 DO8799;SPC IN E     - 1,596,042.28    209,204.28   sFT  0.99998282   -0 16 09.1
 DO8799;UTM  16      - 4,387,040.887   578,205.104   MT  0.99967530   +0 34 52.5
 DO8799
 DO8799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8799!SPC IN E     -   0.99996613  x   0.99998282  =   0.99994895
 DO8799!UTM  16      -   0.99996613  x   0.99967530  =   0.99964144
 DO8799
 DO8799:                Primary Azimuth Mark                     Grid Az
 DO8799:SPC IN E     -  HFY B                                    006 30 06.4
 DO8799:UTM  16      -  HFY B                                    005 39 04.8
 DO8799
 DO8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7820587040(NAD 83)
 DO8799
 DO8799|---------------------------------------------------------------------|
 DO8799| PID    Reference Object                     Distance      Geod. Az  |
 DO8799|                                                           dddmmss.s |
 DO8799| DO8800 HFY B                               APPROX. 0.6 KM 0061357.3 |
 DO8799|---------------------------------------------------------------------|
 DO8799
 DO8799                          SUPERSEDED SURVEY CONTROL
 DO8799
 DO8799.No superseded survey control is available for this station.
 DO8799
 DO8799_MARKER: F = FLANGE-ENCASED ROD
 DO8799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO8799_STAMPING: HFY A 2011
 DO8799_MARK LOGO: EMHT
 DO8799_PROJECTION: RECESSED 3 CENTIMETERS
 DO8799_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8799+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO8799_ROD/PIPE-DEPTH: 3.4 meters
 DO8799_SLEEVE-DEPTH  : 0.9 meters
 DO8799
 DO8799  HISTORY     - Date     Condition        Report By
 DO8799  HISTORY     - 20110601 MONUMENTED       EMHT
 DO8799
 DO8799                          STATION DESCRIPTION
 DO8799
 DO8799'DESCRIBED BY EVAN MECHWART HAMBLETON AND TILTON 2011 (DB)
 DO8799'THE STATION IS LOCATED AT THE GREENWOOD MUNICIPAL AIRPORT, ABOUT 16.50
 DO8799'KM (10.25 MI) SOUTH-SOUTHEAST OF INDIANAPOLIS, IN, 2.33 KM (1.45 MI)
 DO8799'NORTHEAST OF DOWNTOWN GREENWOOD, IN AND 4.10 KM (2.55 MI) SOUTHEAST OF
 DO8799'SOUTHPORT, IN.  OWNERSHIP--GREENWOOD BOAC, 2 NORTH MADISON AVENUE,
 DO8799'GREENWOOD, IN, 46142.  PHONE 317-881-8527.
 DO8799'
 DO8799'TO REACH THE STATION FROM THE INTERSECTION OF I-65 AND STATE ROUTE 44,
 DO8799'GO NORTHERLY ON I-65 FOR 17.5 KM (10.9 MI) TO THE COUNTY LINE ROAD
 DO8799'EXIT.  TAKE THE EXIT AND PROCEED TO THE INTERSECTION WITH COUNTY LINE
 DO8799'ROAD.  TURN LEFT AND CONTINUE WESTERLY ON COUNTY LINE ROAD FOR 1.85 KM
 DO8799'(1.15 MI) TO THE AIRPORT PARKWAY JUNCTION.  TURN LEFT AND CONTINUE
 DO8799'SOUTH ON AIRPORT PARKWAY FOR 0.68 KM (0.42 MI) TO JACKSON BOULEVARD.
 DO8799'TURN LEFT ONTO JACKSON BOULEVARD AND CONTINUE EAST FOR 0.25 KM (0.16
 DO8799'MI) TO THE GREENWOOD MUNICIPAL AIRPORT TERMINAL BUILDING PARKING LOT
 DO8799'AND PERIMETER GATE.  FOR ACCESS, CONTACT MANAGER RALPH HILL AT
 DO8799'317-881-0887.  PROCEED EAST THROUGH THE GATE AND ACROSS THE APRON FOR
 DO8799'0.10 KM (0.06 MI) TO THE STATION ON THE RIGHT.
 DO8799'
 DO8799'THE STATION IS THE PUNCH HOLE MARK OF A STAINLESS STEEL ROD RECESSED 3
 DO8799'CM (1 INCH) BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.35 M (11.0
 DO8799'FT) IN A SLEEVE EXTENDING TO A DEPTH OF 1.00 M (3.3 FT) ENCASED IN A
 DO8799'PVC PIPE COVERED BY A ALUMINUM LOGO CAP.  THE STATION IS LOCATED 16.8
 DO8799'M (55.1 FT) SOUTH-SOUTHEAST OF A DRAINAGE INLET, 6.3 M (20.7 FT)
 DO8799'NORTHWEST OF AN AIRPORT LIGHTING MANHOLE LID AND 35.0 M (114.8 FT)
 DO8799'NORTH-NORTHEAST OF THE EASTERNMOST SECTION OF A CONCRETE HEADWALL.
 DO8799'
 DO8799'NOTE-THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 DO8799'(PACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DO8800 ***********************************************************************
 DO8800  SACS        -  This is a Secondary Airport Control Station.
 DO8800  DESIGNATION -  HFY B
 DO8800  PID         -  DO8800
 DO8800  STATE/COUNTY-  IN/JOHNSON
 DO8800  COUNTRY     -  US
 DO8800  USGS QUAD   -  BEECH GROVE (2019)
 DO8800
 DO8800                         *CURRENT SURVEY CONTROL
 DO8800  ______________________________________________________________________
 DO8800* NAD 83(2011) POSITION- 39 38 04.27839(N) 086 05 16.90660(W)   ADJUSTED
 DO8800* NAD 83(2011) ELLIP HT-   215.643 (meters)        (08/13/13)   ADJUSTED
 DO8800* NAD 83(2011) EPOCH   -  2010.00
 DO8800* NAVD 88 ORTHO HEIGHT -   249.01  (meters)      817.0   (feet) GPS OBS
 DO8800  ______________________________________________________________________
 DO8800  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8800  GEOID HEIGHT    -        -33.335 (meters)                     GEOID12A
 DO8800  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 DO8800  NAD 83(2011) X  -    335,582.853 (meters)                     COMP
 DO8800  NAD 83(2011) Y  - -4,907,397.618 (meters)                     COMP
 DO8800  NAD 83(2011) Z  -  4,046,954.480 (meters)                     COMP
 DO8800  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DO8800
 DO8800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8800  Standards:
 DO8800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8800  -------------------------------------------------------------------
 DO8800  NETWORK    0.54   1.61           0.22   0.22   0.82     -0.00272930
 DO8800  -------------------------------------------------------------------
 DO8800  Click here for local accuracies and other accuracy information.
 DO8800
 DO8800.This mark is at Greenwood Airport (HFY)
 DO8800
 DO8800.The horizontal coordinates were established by GPS observations
 DO8800.and adjusted by the WOOLPERT CONSULTANTS in August 2013.
 DO8800
 DO8800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8800.been affixed to the stable North American tectonic plate. See 
 DO8800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8800
 DO8800.The horizontal coordinates are valid at the epoch date displayed above
 DO8800.which is a decimal equivalence of Year/Month/Day.
 DO8800
 DO8800.The orthometric height was determined by GPS observations and a
 DO8800.high-resolution geoid model.
 DO8800
 DO8800.GPS derived orthometric heights for airport stations designated as
 DO8800.PACS or SACS are published to 2 decimal places.  This maintains
 DO8800.centimeter relative accuracy between the PACS and SACS.  It does
 DO8800.not indicate centimeter accuracy relative to other marks which are
 DO8800.part of the published vertical control network.
 DO8800
 DO8800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8800.GEOID18 height accuracy estimate available here.
 DO8800
 DO8800.Click photographs - Photos may exist for this station.
 DO8800
 DO8800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8800
 DO8800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8800
 DO8800.The ellipsoidal height was determined by GPS observations
 DO8800.and is referenced to NAD 83.
 DO8800
 DO8800. The following values were computed from the NAD 83(2011) position.
 DO8800
 DO8800;                    North         East     Units Scale Factor Converg.
 DO8800;SPC IN E     -   487,024.376    63,828.242   MT  0.99998277   -0 16 07.6
 DO8800;SPC IN E     - 1,597,845.81    209,409.82   sFT  0.99998277   -0 16 07.6
 DO8800;UTM  16      - 4,387,591.303   578,259.571   MT  0.99967540   +0 34 54.4
 DO8800
 DO8800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8800!SPC IN E     -   0.99996617  x   0.99998277  =   0.99994894
 DO8800!UTM  16      -   0.99996617  x   0.99967540  =   0.99964158
 DO8800
 DO8800:                Primary Azimuth Mark                     Grid Az
 DO8800:SPC IN E     -  HFY A                                    186 30 06.5
 DO8800:UTM  16      -  HFY A                                    185 39 04.5
 DO8800
 DO8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7825987591(NAD 83)
 DO8800
 DO8800|---------------------------------------------------------------------|
 DO8800| PID    Reference Object                     Distance      Geod. Az  |
 DO8800|                                                           dddmmss.s |
 DO8800| DO8799 HFY A                               APPROX. 0.6 KM 1861358.9 |
 DO8800|---------------------------------------------------------------------|
 DO8800
 DO8800                          SUPERSEDED SURVEY CONTROL
 DO8800
 DO8800.No superseded survey control is available for this station.
 DO8800
 DO8800_MARKER: DD = SURVEY DISK
 DO8800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8800_STAMPING: HFY B 2011
 DO8800_MARK LOGO: EMHT
 DO8800_PROJECTION: FLUSH
 DO8800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8800+STABILITY: SURFACE MOTION
 DO8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8800+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO8800
 DO8800  HISTORY     - Date     Condition        Report By
 DO8800  HISTORY     - 20110601 MONUMENTED       WOOLPT
 DO8800
 DO8800                          STATION DESCRIPTION
 DO8800
 DO8800'DESCRIBED BY WOOLPERT CONSULTANTS 2011 (DB)
 DO8800'THE STATION IS LOCATED AT THE GREENWOOD MUNICIPAL AIRPORT, ABOUT 3.72
 DO8800'KM (2.31 MI) SOUTHEAST OF SOUTHPORT, IN, 2.80 KM (1.74 MI) NORTHEAST
 DO8800'OF GREENWOOD, IN AND 160.05 KM (99.47 MI) SOUTH-SOUTHEAST OF DOWNTOWN
 DO8800'INDIANAPOLIS, IN.  OWNERSHIP--GREENWOOD BOAC, 2 NORTH MADISON AVENUE,
 DO8800'GREENWOOD, IN, 46142.  PHONE 317-881-8527.
 DO8800'
 DO8800'TO REACH THE STATION FROM THE INTERSECTION OF OF 1-65 AND STATE ROUTE
 DO8800'44, GO NORTHERLY ON 1-65 FOR 17.5 KM (10.9 MI) TO THE COUNTY LINE ROAD
 DO8800'EXIT.  TAKE THE EXIT AND PROCEED TO THE INTERSECTION WITH COUNTY LINE
 DO8800'ROAD.  TURN LEFT AND CONTINUE WESTERLY ON COUNTY LINE ROAD FOR 1.85 KM
 DO8800'(1.15 MI) TO THE AIRPORT PARKWAY JUNCTION.  TURN LEFT AND CONTINUE
 DO8800'SOUTH ON AIRPORT PARKWAY FOR 0.68 KM (0.42 MI) TO JACKSON BOULEVARD.
 DO8800'TURN LEFT ONTO JACKSON BOULEVARD AND CONTINUE EAST FOR 0.25 KM (0.16
 DO8800'MI) TO THE GREENWOOD MUNICIPAL AIRPORT TERMINAL BUILDING PARKING LOT
 DO8800'AND PERIMETER GATE.  FOR ACCESS, CONTACT MANAGER RALPH HILL AT
 DO8800'317-881-0887.  PROCEED EAST THROUGH THE GATE AND NORTHEASTERLY ACROSS
 DO8800'THE APRON FOR 0.17 KM (0.11 MI) TO A TAXIWAY.  CONTINUE NORTHERLY ON
 DO8800'THE TAXIWAY FOR 0.40 KM (0.25 MI) TO THE STATION IN THE GRASS ON THE
 DO8800'LEFT.
 DO8800'
 DO8800'THE STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 30 CM (12 INCH)
 DO8800'DIAMETER CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS
 DO8800'LOCATED 16.7 M (54.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STORM
 DO8800'DRAINAGE INLET, 12.0 M (39.4 FT) EAST OF THE NORTHEAST CORNER OF A
 DO8800'CONCRETE PARKING PAD AND 34.8 M (114.2 FT) NORTH-NORTHEAST OF A CUT X
 DO8800'IN A NEARBY STORM DRAINAGE INLET.
 DO8800'
 DO8800'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DO8800'(SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DO8801 ***********************************************************************
 DO8801  SACS        -  This is a Secondary Airport Control Station.
 DO8801  DESIGNATION -  HFY C
 DO8801  PID         -  DO8801
 DO8801  STATE/COUNTY-  IN/JOHNSON
 DO8801  COUNTRY     -  US
 DO8801  USGS QUAD   -  GREENWOOD (2019)
 DO8801
 DO8801                         *CURRENT SURVEY CONTROL
 DO8801  ______________________________________________________________________
 DO8801* NAD 83(2011) POSITION- 39 37 21.42597(N) 086 05 23.76908(W)   ADJUSTED
 DO8801* NAD 83(2011) ELLIP HT-   216.394 (meters)        (08/13/13)   ADJUSTED
 DO8801* NAD 83(2011) EPOCH   -  2010.00
 DO8801* NAVD 88 ORTHO HEIGHT -   249.73  (meters)      819.3   (feet) GPS OBS
 DO8801  ______________________________________________________________________
 DO8801  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO8801  GEOID HEIGHT    -        -33.303 (meters)                     GEOID12A
 DO8801  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 DO8801  NAD 83(2011) X  -    335,477.104 (meters)                     COMP
 DO8801  NAD 83(2011) Y  - -4,908,250.357 (meters)                     COMP
 DO8801  NAD 83(2011) Z  -  4,045,937.026 (meters)                     COMP
 DO8801  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 DO8801
 DO8801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8801  Standards:
 DO8801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8801  -------------------------------------------------------------------
 DO8801  NETWORK    0.54   1.61           0.22   0.22   0.82     -0.01616107
 DO8801  -------------------------------------------------------------------
 DO8801  Click here for local accuracies and other accuracy information.
 DO8801
 DO8801.This mark is at Greenwood Airport (HFY)
 DO8801
 DO8801.The horizontal coordinates were established by GPS observations
 DO8801.and adjusted by the WOOLPERT CONSULTANTS in August 2013.
 DO8801
 DO8801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8801.been affixed to the stable North American tectonic plate. See 
 DO8801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO8801
 DO8801.The horizontal coordinates are valid at the epoch date displayed above
 DO8801.which is a decimal equivalence of Year/Month/Day.
 DO8801
 DO8801.The orthometric height was determined by GPS observations and a
 DO8801.high-resolution geoid model.
 DO8801
 DO8801.GPS derived orthometric heights for airport stations designated as
 DO8801.PACS or SACS are published to 2 decimal places.  This maintains
 DO8801.centimeter relative accuracy between the PACS and SACS.  It does
 DO8801.not indicate centimeter accuracy relative to other marks which are
 DO8801.part of the published vertical control network.
 DO8801
 DO8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8801.GEOID18 height accuracy estimate available here.
 DO8801
 DO8801.Click photographs - Photos may exist for this station.
 DO8801
 DO8801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO8801
 DO8801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO8801
 DO8801.The ellipsoidal height was determined by GPS observations
 DO8801.and is referenced to NAD 83.
 DO8801
 DO8801. The following values were computed from the NAD 83(2011) position.
 DO8801
 DO8801;                    North         East     Units Scale Factor Converg.
 DO8801;SPC IN E     -   485,703.572    63,658.373   MT  0.99998292   -0 16 11.8
 DO8801;SPC IN E     - 1,593,512.47    208,852.51   sFT  0.99998292   -0 16 11.8
 DO8801;UTM  16      - 4,386,268.531   578,109.371   MT  0.99967511   +0 34 49.5
 DO8801
 DO8801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8801!SPC IN E     -   0.99996605  x   0.99998292  =   0.99994897
 DO8801!UTM  16      -   0.99996605  x   0.99967511  =   0.99964117
 DO8801
 DO8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7810986268(NAD 83)
 DO8801
 DO8801                          SUPERSEDED SURVEY CONTROL
 DO8801
 DO8801.No superseded survey control is available for this station.
 DO8801
 DO8801_MARKER: DD = SURVEY DISK
 DO8801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8801_STAMPING: HFY C 2011
 DO8801_MARK LOGO: EMHT
 DO8801_PROJECTION: FLUSH
 DO8801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8801+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2011
 DO8801
 DO8801  HISTORY     - Date     Condition        Report By
 DO8801  HISTORY     - 20110601 MONUMENTED       EMHT
 DO8801
 DO8801                          STATION DESCRIPTION
 DO8801
 DO8801'DESCRIBED BY EVAN MECHWART HAMBLETON AND TILTON 2011 (DB)
 DO8801'THE STATION IS LOCATED AT THE GREENWOOD MUNICIPAL AIRPORT, ABOUT 1.75
 DO8801'KM (1.09 MI) NORTHEAST OF GREENWOOD, IN, 4.70 KM (2.92 MI) SOUTHWEST
 DO8801'OF SOUTHPORT, IN AND 17.25 KM (10.72 MI) SOUTH-SOUTHEAST OF DOWNTOWN
 DO8801'INDIANAPOLIS, IN.  OWNERSHIP--GREENWOOD BOAC, 2 NORTH MADISON AVENUE,
 DO8801'GREENWOOD, IN, 46142.  PHONE 317-881-8527.
 DO8801'
 DO8801'TO REACH THE STATION FROM THE INTERSECTION OF I-65 AND STATE ROUTE 44,
 DO8801'GO NORTHERLY ON 1-65 FOR 17.5 KM (10.9 MI) TO THE COUNTY LINE ROAD
 DO8801'EXIT.  TURN LEFT AND CONTINUE WESTERLY ON COUNTY LINE ROAD FOR 1.85 KM
 DO8801'(1.15 MI) TO THE AIRPORT PARKWAY JUNCTION.  TURN LEFT AND CONTINUE
 DO8801'SOUTH ON AIRPORT PARKWAY FOR 0.68 KM (0.42 MI) TO JACKSON BOULEVARD.
 DO8801'TURN LEFT ONTO JACKSON BOULEVARD AND CONTINUE EAST FOR 0.25 KM (0.16
 DO8801'MI) TO THE GREENWOOD MUNICIPAL AIRPORT TERMINAL BUILDING PARKING LOT
 DO8801'AND PERIMETER GATE.  FOR ACCESS, CONTACT MANAGER RALPH HILL AT
 DO8801'317-881-0887.  PROCEED EAST THROUGH THE GATE AND ACROSS THE APRON FOR
 DO8801'0.10 KM (0.06 MI) TO A TAXIWAY.  TURN RIGHT AND CONTINUE SOUTHERLY ON
 DO8801'THE TAXIWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE RIGHT.
 DO8801'
 DO8801'THE STATION IS AN ALUMINUM DISK SET ON THE TOP OF 30 CM (12 INCHES)
 DO8801'DIAMETER CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS
 DO8801'LOCATED 8.0 M (26.2 FT) WEST OF THE WESTERNMOST EDGE OF THE TAXIWAY,
 DO8801'34 M (111.5 FT) WEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD AND
 DO8801'56.4 M (185.0 FT) SOUTHWEST OF THE SOUTHWESTERN CORNER OF THE CONCRETE
 DO8801'PAD FOR THE WESTERNMOST RUNWAY 01 PAPI.
 DO8801'
 DO8801'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DO8801'(SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0788 ***********************************************************************
 LA0788  DESIGNATION -  HH 189
 LA0788  PID         -  LA0788
 LA0788  STATE/COUNTY-  IN/ALLEN
 LA0788  COUNTRY     -  US
 LA0788  USGS QUAD   -  OSSIAN (2019)
 LA0788
 LA0788                         *CURRENT SURVEY CONTROL
 LA0788  ______________________________________________________________________
 LA0788* NAD 83(1986) POSITION- 40 57 18.     (N) 085 10 04.     (W)   SCALED
 LA0788* NAVD 88 ORTHO HEIGHT -   240.616 (meters)      789.42  (feet) ADJUSTED
 LA0788  ______________________________________________________________________
 LA0788  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 LA0788  DYNAMIC HEIGHT  -        240.513 (meters)      789.08  (feet) COMP
 LA0788  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 LA0788
 LA0788  VERT ORDER      -  SECOND    CLASS 0
 LA0788
 LA0788.The horizontal coordinates were scaled from a map and have
 LA0788.an estimated accuracy of +/- 6 seconds.
 LA0788
 LA0788.The orthometric height was determined by differential leveling and
 LA0788.adjusted by the NATIONAL GEODETIC SURVEY
 LA0788.in June 1991.
 LA0788
 LA0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0788.GEOID18 height accuracy estimate available here.
 LA0788
 LA0788.Click photographs - Photos may exist for this station.
 LA0788
 LA0788.The dynamic height is computed by dividing the NAVD 88
 LA0788.geopotential number by the normal gravity value computed on the
 LA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0788.degrees latitude (g = 980.6199 gals.).
 LA0788
 LA0788.The modeled gravity was interpolated from observed gravity values.
 LA0788
 LA0788;                    North         East    Units  Estimated Accuracy
 LA0788;SPC IN E     -   633,680.      142,000.      MT  (+/- 180 meters Scaled)
 LA0788
 LA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542353(NAD 83)
 LA0788
 LA0788                          SUPERSEDED SURVEY CONTROL
 LA0788
 LA0788  NGVD 29 (??/??/92)  240.767  (m)          789.92   (f) ADJ UNCH    2 0
 LA0788
 LA0788.Superseded values are not recommended for survey control.
 LA0788
 LA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0788.See file dsdata.pdf to determine how the superseded data were derived.
 LA0788
 LA0788_MARKER: DB = BENCH MARK DISK
 LA0788_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0788_SP_SET: BOX CULVERT HEADWALL
 LA0788_STAMPING: HH 189 1946
 LA0788_MARK LOGO: CGS
 LA0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0788+STABILITY: SURFACE MOTION
 LA0788
 LA0788  HISTORY     - Date     Condition        Report By
 LA0788  HISTORY     - 1946     MONUMENTED       CGS
 LA0788  HISTORY     - 1968     GOOD             CGS
 LA0788
 LA0788                          STATION DESCRIPTION
 LA0788
 LA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0788'5.2 MI N FROM OSSIAN.
 LA0788'ABOUT 5.2 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT OSSIAN
 LA0788'0.45 MILE SOUTH OF AN EAST-WEST CROSSROAD, 0.45 MILE NORTH OF
 LA0788'A BRICK CHURCH BLDG. ON THE EAST SIDE OF THE HIGHWAY, 0.15
 LA0788'MILE SOUTH OF A WHITE TWO STORY FARM HOUSE, 28 FT. EAST OF THE
 LA0788'C/L OF THE HIGHWAY, ABOUT MIDWAY BETWEEN TELEPHONE POLES 2505
 LA0788'AND 2506, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL
 LA0788'OF A 4 FT. BOX CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2342 ***********************************************************************
 ME2342  DESIGNATION -  HIBBARD
 ME2342  PID         -  ME2342
 ME2342  STATE/COUNTY-  IN/MARSHALL
 ME2342  COUNTRY     -  US
 ME2342  USGS QUAD   -  DONALDSON (2019)
 ME2342
 ME2342                         *CURRENT SURVEY CONTROL
 ME2342  ______________________________________________________________________
 ME2342* NAD 83(1997) POSITION- 41 15 23.19103(N) 086 22 57.86431(W)   ADJUSTED
 ME2342* NAVD 88 ORTHO HEIGHT -   239.63  (+/-2cm)      786.2   (feet) VERTCON3
 ME2342  ______________________________________________________________________
 ME2342  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 ME2342  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 ME2342  HORZ ORDER      -  SECOND
 ME2342  VERT ORDER      -  THIRD ? (See Below)
 ME2342
 ME2342.The horizontal coordinates were established by classical geodetic methods
 ME2342.and adjusted by the National Geodetic Survey in May 1999.
 ME2342
 ME2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2342
 ME2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2342.GEOID18 height accuracy estimate available here.
 ME2342
 ME2342.The vertical order pertains to the NGVD 29 superseded value.
 ME2342
 ME2342.Click photographs - Photos may exist for this station.
 ME2342
 ME2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2342
 ME2342. The following values were computed from the NAD 83(1997) position.
 ME2342
 ME2342;                    North         East     Units Scale Factor Converg.
 ME2342;SPC IN E     -   667,284.060    39,988.937   MT  1.00001097   -0 28 20.0
 ME2342;SPC IN E     - 2,189,247.79    131,197.04   sFT  1.00001097   -0 28 20.0
 ME2342;SPC IN W     -   667,273.483   958,713.727   MT  1.00000908   +0 27 43.2
 ME2342;SPC IN W     - 2,189,213.09  3,145,379.95   sFT  1.00000908   +0 27 43.2
 ME2342;UTM  16      - 4,567,408.873   551,710.910   MT  0.99963291   +0 24 25.4
 ME2342
 ME2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2342!SPC IN E     -   0.99996771  x   1.00001097  =   0.99997868
 ME2342!SPC IN W     -   0.99996771  x   1.00000908  =   0.99997679
 ME2342!UTM  16      -   0.99996771  x   0.99963291  =   0.99960063
 ME2342
 ME2342:                Primary Azimuth Mark                     Grid Az
 ME2342:SPC IN E     -  RUSH                                     202 32 37.8
 ME2342:SPC IN W     -  RUSH                                     201 36 34.6
 ME2342:UTM  16      -  RUSH                                     201 39 52.4
 ME2342
 ME2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5171067408(NAD 83)
 ME2342
 ME2342|---------------------------------------------------------------------|
 ME2342| PID    Reference Object                     Distance      Geod. Az  |
 ME2342|                                                           dddmmss.s |
 ME2342| ME2315 RUSH                                APPROX. 1.9 KM 2020417.8 |
 ME2342| CM3659 HIBBARD RM                           10.825 METERS 29827     |
 ME2342|---------------------------------------------------------------------|
 ME2342
 ME2342                          SUPERSEDED SURVEY CONTROL
 ME2342
 ME2342  NAD 83(1986)-  41 15 23.19983(N)    086 22 57.87091(W) AD(       ) 2
 ME2342  NAD 27      -  41 15 23.04840(N)    086 22 57.84980(W) AD(       ) 2
 ME2342  USSD        -  41 15 23.07000(N)    086 22 57.67100(W) AD(       ) 3
 ME2342  NGVD 29             239.74   (m)          786.5    (f) LEVELING    3  
 ME2342
 ME2342.Superseded values are not recommended for survey control.
 ME2342
 ME2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2342.See file dsdata.pdf to determine how the superseded data were derived.
 ME2342
 ME2342_MARKER: N = NAIL
 ME2342_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 ME2342_SP_SET: WOOD STAKE
 ME2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2342
 ME2342  HISTORY     - Date     Condition        Report By
 ME2342  HISTORY     - 1920     MONUMENTED       CGS
 ME2342
 ME2342                          STATION DESCRIPTION
 ME2342
 ME2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2342'ON THE W SIDE OF
 ME2342'THE TRACK,
 ME2342'ONE-FOURTH MILE N OF HIBBARD RAILROAD STATION, 165 YARDS
 ME2342'N OF MILEPOST T.H. 152, 6
 ME2342'YARDS S OF THE N SWITCH SIGNAL FOR THE
 ME2342'SIDING, 2.625 METERS (8.62 FEET) W OF THE W
 ME2342'AND NEAREST RAIL.  THE
 ME2342'STATION IS MARKED BY A 2 BY 4 STAKE WITH A NAIL IN THE TOP.
 ME2342'THE REFERENCE
 ME2342'MARK IS THE SAME, AND IS 10.825 METERS (35.52 FEET) FROM
 ME2342'THE STATION N 61 DEG 33 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1707 ***********************************************************************
 MD1707  DESIGNATION -  HICKORY
 MD1707  PID         -  MD1707
 MD1707  STATE/COUNTY-  IN/ELKHART
 MD1707  COUNTRY     -  US
 MD1707  USGS QUAD   -  BRISTOL (2019)
 MD1707
 MD1707                         *CURRENT SURVEY CONTROL
 MD1707  ______________________________________________________________________
 MD1707* NAD 83(1997) POSITION- 41 40 01.97644(N) 085 52 13.25159(W)   ADJUSTED
 MD1707* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 MD1707  ______________________________________________________________________
 MD1707  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 MD1707  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 MD1707  HORZ ORDER      -  FIRST
 MD1707
 MD1707.The horizontal coordinates were established by classical geodetic methods
 MD1707.and adjusted by the National Geodetic Survey in May 1999.
 MD1707
 MD1707.The orthometric height was scaled from a topographic map.
 MD1707
 MD1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1707.GEOID18 height accuracy estimate available here.
 MD1707
 MD1707.Click photographs - Photos may exist for this station.
 MD1707
 MD1707.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1707
 MD1707. The following values were computed from the NAD 83(1997) position.
 MD1707
 MD1707;                    North         East     Units Scale Factor Converg.
 MD1707;SPC IN E     -   712,676.985    83,037.797   MT  0.99997021   -0 08 07.5
 MD1707;SPC IN E     - 2,338,174.41    272,433.17   sFT  0.99997021   -0 08 07.5
 MD1707;UTM  16      - 4,613,444.999   594,041.702   MT  0.99970883   +0 45 03.8
 MD1707
 MD1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1707!SPC IN E     -   0.99996654  x   0.99997021  =   0.99993675
 MD1707!UTM  16      -   0.99996654  x   0.99970883  =   0.99967538
 MD1707
 MD1707:                Primary Azimuth Mark                     Grid Az
 MD1707:SPC IN E     -  HICKORY AZ MK                            094 00 48.1
 MD1707:UTM  16      -  HICKORY AZ MK                            093 07 36.8
 MD1707
 MD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9404113444(NAD 83)
 MD1707
 MD1707|---------------------------------------------------------------------|
 MD1707| PID    Reference Object                     Distance      Geod. Az  |
 MD1707|                                                           dddmmss.s |
 MD1707| CC9353 HICKORY RM 1                         29.035 METERS 08502     |
 MD1707| CC9352 HICKORY AZ MK                                      0935240.6 |
 MD1707| CC9354 HICKORY RM 2                         29.929 METERS 21353     |
 MD1707|---------------------------------------------------------------------|
 MD1707
 MD1707                          SUPERSEDED SURVEY CONTROL
 MD1707
 MD1707  NAD 83(1994)-  41 40 01.97858(N)    085 52 13.25440(W) AD(       ) 1
 MD1707  NAD 83(1986)-  41 40 01.97848(N)    085 52 13.25870(W) AD(       ) 1
 MD1707  NAD 27      -  41 40 01.79950(N)    085 52 13.26950(W) AD(       ) 1
 MD1707
 MD1707.Superseded values are not recommended for survey control.
 MD1707
 MD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1707.See file dsdata.pdf to determine how the superseded data were derived.
 MD1707
 MD1707_MARKER: DS = TRIANGULATION STATION DISK
 MD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1707_STAMPING: HICKORY 1947
 MD1707_MARK LOGO: CGS
 MD1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1707+STABILITY: SURFACE MOTION
 MD1707
 MD1707  HISTORY     - Date     Condition        Report By
 MD1707  HISTORY     - 1947     MONUMENTED       CGS
 MD1707  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1707  HISTORY     - 19910411 MARK NOT FOUND   LOCSUR
 MD1707
 MD1707                          STATION DESCRIPTION
 MD1707
 MD1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1707'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF GOSHEN AND ABOUT 5
 MD1707'1/2 MILES EAST OF ELKHART.  IT IS 42 FEET NORTH OF THE CENTERLINE OF
 MD1707'U.S. HIGHWAY NO. 20, 18 FEET EAST OF AN 8 INCH ELM TREE AND 8 FEET
 MD1707'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MD1707'THE DISK IS STAMPED HICKORY 1947.
 MD1707'
 MD1707'REFERENCE MARK NO. 1 IS 95.26 FEET EAST OF THE STATION.  IT IS 49 FEET
 MD1707'NORTH OF THE CENTERLINE OF HIGHWAY 20, 7 FEET NORTHEAST OF AN 18 INCH
 MD1707'HICKORY TREE AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK
 MD1707'PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKORY NO 1 1947.
 MD1707'
 MD1707'REFERENCE MARK NO. 2 IS 98.19 FEET SOUTHWEST OF THE STATION.  IT IS 39
 MD1707'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20.  THE MARK PROJECTS 4
 MD1707'INCHES AND THE DISK IS STAMPED HICKORY NO 2 1947.
 MD1707'
 MD1707'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 48 FEET SOUTH OF
 MD1707'THE CENTERLINE OF HIGHWAY 20, 3 FEET WEST OF A WHITE WITNESS POST AND
 MD1707'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MD1707'IS STAMPED HICKORY 1947.
 MD1707'
 MD1707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20 AND STATE
 MD1707'HIGHWAY NO.  15 WHICH IS 5.7 MILES NORTH FROM THE COURTHOUSE IN
 MD1707'GOSHEN, GO WEST ON HIGHWAY 20 FOR 4.7 MILES TO THE STATION ON THE
 MD1707'RIGHT AS DESCRIBED.
 MD1707'
 MD1707'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1707
 MD1707                          STATION RECOVERY (1980)
 MD1707
 MD1707'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1707'HICKORY 1947 LOCATION FROM REF. MK.S SEARCHED BUT STATION NOT FOUND.
 MD1707'HICKORY NO. 1 1947 FOUND AS DESCRIBED.  HICKORY NO. 2 1947 FOUND AS
 MD1707'DESCRIBED.  AZIMUTH MARK NOT FOUND.  DISTANCE AND DIRECTION FROM
 MD1707'NEAREST TOWN--5.5 MILES EAST OF ELKHART, INDIANA.
 MD1707
 MD1707                          STATION RECOVERY (1991)
 MD1707
 MD1707'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (JD)
 MD1707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1859 ***********************************************************************
 JA1859  DESIGNATION -  HID
 JA1859  PID         -  JA1859
 JA1859  STATE/COUNTY-  IN/DUBOIS
 JA1859  COUNTRY     -  US
 JA1859  USGS QUAD   -  DALE (2019)
 JA1859
 JA1859                         *CURRENT SURVEY CONTROL
 JA1859  ______________________________________________________________________
 JA1859* NAD 83(1997) POSITION- 38 14 49.78101(N) 086 57 51.28650(W)   ADJUSTED
 JA1859* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 JA1859  ______________________________________________________________________
 JA1859  GEOID HEIGHT    -        -32.161 (meters)                     GEOID18
 JA1859  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 JA1859  HORZ ORDER      -  SECOND
 JA1859
 JA1859.The horizontal coordinates were established by classical geodetic methods
 JA1859.and adjusted by the National Geodetic Survey in May 1999.
 JA1859
 JA1859.The orthometric height was scaled from a topographic map.
 JA1859
 JA1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1859.GEOID18 height accuracy estimate available here.
 JA1859
 JA1859.Click photographs - Photos may exist for this station.
 JA1859
 JA1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1859
 JA1859. The following values were computed from the NAD 83(1997) position.
 JA1859
 JA1859;                    North         East     Units Scale Factor Converg.
 JA1859;SPC IN W     -   332,934.441   910,424.163   MT  0.99996800   +0 04 25.4
 JA1859;SPC IN W     - 1,092,302.41  2,986,949.94   sFT  0.99996800   +0 04 25.4
 JA1859;UTM  16      - 4,233,239.272   503,128.519   MT  0.99960012   +0 01 19.7
 JA1859
 JA1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1859!SPC IN W     -   0.99998106  x   0.99996800  =   0.99994906
 JA1859!UTM  16      -   0.99998106  x   0.99960012  =   0.99958118
 JA1859
 JA1859:                Primary Azimuth Mark                     Grid Az
 JA1859:SPC IN W     -  HID AZ MK                                194 02 19.2
 JA1859:UTM  16      -  HID AZ MK                                194 05 24.9
 JA1859
 JA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0312833239(NAD 83)
 JA1859
 JA1859|---------------------------------------------------------------------|
 JA1859| PID    Reference Object                     Distance      Geod. Az  |
 JA1859|                                                           dddmmss.s |
 JA1859| CG8017 HID AZ MK                                          1940644.6 |
 JA1859| CG8018 HID RM 1                             25.103 METERS 20110     |
 JA1859| JA1857 98 CH                                28.255 METERS 28126     |
 JA1859|---------------------------------------------------------------------|
 JA1859
 JA1859                          SUPERSEDED SURVEY CONTROL
 JA1859
 JA1859  NAD 83(1993)-  38 14 49.78461(N)    086 57 51.28827(W) AD(       ) 2
 JA1859  NAD 83(1986)-  38 14 49.78858(N)    086 57 51.28949(W) AD(       ) 2
 JA1859  NAD 27      -  38 14 49.59600(N)    086 57 51.30300(W) AD(       ) 2
 JA1859
 JA1859.Superseded values are not recommended for survey control.
 JA1859
 JA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1859.See file dsdata.pdf to determine how the superseded data were derived.
 JA1859
 JA1859_MARKER: DS = TRIANGULATION STATION DISK
 JA1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1859_STAMPING: HID 1946
 JA1859_MARK LOGO: CGS
 JA1859_PROJECTION: RECESSED 38 CENTIMETERS
 JA1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1859+STABILITY: SURFACE MOTION
 JA1859
 JA1859  HISTORY     - Date     Condition        Report By
 JA1859  HISTORY     - 1946     MONUMENTED       CGS
 JA1859
 JA1859                          STATION DESCRIPTION
 JA1859
 JA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1859'THE STATION IS LOCATED AT A CROSSROAD 3.5 MILES SOUTH ALONG STATE
 JA1859'HIGHWAY 45 FROM THE INTERSECTION OF THE MAIN STREET OF HUNTINGBURG AND
 JA1859'STATE HIGHWAY 45.  IT IS 59 FEET SOUTHEAST OF THE INTERSECTION OF THE
 JA1859'CENTERLINES OF THE CROSSROADS, 32 FEET SOUTHEAST OF A FENCE CORNER AND
 JA1859'21 FEET SOUTHEAST OF A POWER POLE.  THE MARK IS 15 INCHES BELOW THE
 JA1859'SURFACE OF THE GROUND AND THE DISK IS STAMPED HID 1946-
 JA1859'
 JA1859'REFERENCE MARK NO 1 IS 82.36 FEET SOUTH OF THE STATION, 26 FEET EAST
 JA1859'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF AN 8-INCH
 JA1859'SASSAFRAS TREE AND 1.6 FEET EAST OF A FENCELINE.  THE MARK PROJECTS 5
 JA1859'INCHES AND THE DISK IS STAMPED HID NO 1 1946.
 JA1859'
 JA1859'USGS 98 CH 1941 WAS USED AS REFERENCE MARK NO 2.  IT IS 92.70 FEET
 JA1859'WEST OF THE STATION, 63 FEET SOUTHWEST OF THE INTERSECTION OF THE
 JA1859'CENTERLINES OF THE CROSSROADS, 27 FEET WEST OF A POWER POLE AND 37
 JA1859'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE.  THE MARK PROJECTS 2
 JA1859'INCHES AND THE DISK IS STAMPED 98 CH 1941.
 JA1859'
 JA1859'THE AZIMUTH MARK IS APPROXIMATELY 0.9 MILE SOUTH OF THE STATION, 29
 JA1859'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTHWEST OF A
 JA1859'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1859'HID 1946.
 JA1859'
 JA1859'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH 0.9 MILE
 JA1859'ON HIGHWAY 45 TO THE MARK ON THE RIGHT.
 JA1859'
 JA1859'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2505 ***********************************************************************
 ME2505  DESIGNATION -  HIGHLAND MUNICIPAL TANK
 ME2505  PID         -  ME2505
 ME2505  STATE/COUNTY-  IN/LAKE
 ME2505  COUNTRY     -  US
 ME2505  USGS QUAD   -  HIGHLAND (2019)
 ME2505
 ME2505                         *CURRENT SURVEY CONTROL
 ME2505  ______________________________________________________________________
 ME2505* NAD 83(1997) POSITION- 41 32 49.93456(N) 087 27 40.15094(W)   ADJUSTED
 ME2505  ______________________________________________________________________
 ME2505  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 ME2505  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 ME2505  HORZ ORDER      -  THIRD
 ME2505
 ME2505.The horizontal coordinates were established by classical geodetic methods
 ME2505.and adjusted by the National Geodetic Survey in May 1999.
 ME2505
 ME2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2505.GEOID18 height accuracy estimate available here.
 ME2505
 ME2505.Click photographs - Photos may exist for this station.
 ME2505
 ME2505.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2505
 ME2505. The following values were computed from the NAD 83(1997) position.
 ME2505
 ME2505;                    North         East     Units Scale Factor Converg.
 ME2505;SPC IN W     -   699,397.147   868,477.443   MT  0.99997889   -0 15 02.1
 ME2505;SPC IN W     - 2,294,605.47  2,849,329.74   sFT  0.99997889   -0 15 02.1
 ME2505;UTM  16      - 4,599,607.454   461,538.801   MT  0.99961820   -0 18 21.1
 ME2505
 ME2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6153899607(NAD 83)
 ME2505
 ME2505                          SUPERSEDED SURVEY CONTROL
 ME2505
 ME2505  NAD 83(1994)-  41 32 49.93989(N)    087 27 40.15787(W) AD(       ) 3
 ME2505  NAD 83(1986)-  41 32 49.93995(N)    087 27 40.15773(W) AD(       ) 3
 ME2505  NAD 27      -  41 32 49.81312(N)    087 27 40.01742(W) AD(       ) 3
 ME2505
 ME2505.Superseded values are not recommended for survey control.
 ME2505
 ME2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2505.See file dsdata.pdf to determine how the superseded data were derived.
 ME2505
 ME2505_MARKER: 53 = ELEVATED TANK
 ME2505
 ME2505  HISTORY     - Date     Condition        Report By
 ME2505  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2505
 ME2505                          STATION DESCRIPTION
 ME2505
 ME2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2505'THE STATION IS THE METAL BALL AT THE APEX OF THE ROOF A 4 LEGGED
 ME2505'STEEL WATER TANK,
 ME2505'ABOUT 115 FEET HIGH, PAINTED SILVER WITH THE LEGEND HIGHLAND PAINTED
 ME2505'IN LARGE BLACK LETTERS ON THE NORTH
 ME2505'AND SOUTH SIDES OF THE TANK.  THE TANK IS LOCATED
 ME2505'IN THE SOUTHEAST SECTION OF HIGHLAND ABOUT 200 FEET
 ME2505'SOUTHEAST OF THE INTERSECTION OF
 ME2505'39TH AND KENNEDY STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2497 ***********************************************************************
 ME2497  DESIGNATION -  HIGHLAND RESET
 ME2497  PID         -  ME2497
 ME2497  STATE/COUNTY-  IN/LAKE
 ME2497  COUNTRY     -  US
 ME2497  USGS QUAD   -  HIGHLAND (2019)
 ME2497
 ME2497                         *CURRENT SURVEY CONTROL
 ME2497  ______________________________________________________________________
 ME2497* NAD 83(1997) POSITION- 41 33 15.69599(N) 087 27 22.14976(W)   ADJUSTED
 ME2497* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 ME2497  ______________________________________________________________________
 ME2497  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 ME2497  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 ME2497  HORZ ORDER      -  FIRST
 ME2497
 ME2497.The horizontal coordinates were established by classical geodetic methods
 ME2497.and adjusted by the National Geodetic Survey in May 1999.
 ME2497
 ME2497.The orthometric height was scaled from a topographic map.
 ME2497
 ME2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2497.GEOID18 height accuracy estimate available here.
 ME2497
 ME2497.Click photographs - Photos may exist for this station.
 ME2497
 ME2497.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2497
 ME2497. The following values were computed from the NAD 83(1997) position.
 ME2497
 ME2497;                    North         East     Units Scale Factor Converg.
 ME2497;SPC IN W     -   700,190.083   868,898.065   MT  0.99997857   -0 14 50.3
 ME2497;SPC IN W     - 2,297,206.96  2,850,709.73   sFT  0.99997857   -0 14 50.3
 ME2497;UTM  16      - 4,600,399.698   461,960.036   MT  0.99961781   -0 18 09.3
 ME2497
 ME2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2497!SPC IN W     -   0.99997548  x   0.99997857  =   0.99995405
 ME2497!UTM  16      -   0.99997548  x   0.99961781  =   0.99959330
 ME2497
 ME2497:                Primary Azimuth Mark                     Grid Az
 ME2497:SPC IN W     -  ST JOHN                                  185 10 13.7
 ME2497:UTM  16      -  ST JOHN                                  185 13 32.7
 ME2497
 ME2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6196000399(NAD 83)
 ME2497
 ME2497|---------------------------------------------------------------------|
 ME2497| PID    Reference Object                     Distance      Geod. Az  |
 ME2497|                                                           dddmmss.s |
 ME2497| ME2506 GARY RAD STA WIND NORTH MAST        APPROX. 5.1 KM 0763332.3 |
 ME2497| ME2501 GARY RAD STA WIND WEST MAST         APPROX. 4.8 KM 0771356.7 |
 ME2497| ME2508 GARY RAD STA WIND EAST MAST         APPROX. 5.1 KM 0775635.3 |
 ME2497| ME2500 GARY RAD STA WIND SOUTH MAST        APPROX. 4.8 KM 0784203.1 |
 ME2497| CM3666 HIGHLAND RM 1                        25.945 METERS 12108     |
 ME2497| ME2494 GRIFFITH NORTH MUNICIPAL TANK       APPROX. 4.0 KM 1372551.1 |
 ME2497| ME2502 GRIFFITH SOUTH MUNICIPAL TANK       APPROX. 4.2 KM 1444832.6 |
 ME2497| ME2576 ST JOHN                             APPROX.11.7 KM 1845523.4 |
 ME2497| ME2505 HIGHLAND MUNICIPAL TANK             APPROX. 0.9 KM 2074149.0 |
 ME2497| CM3667 HIGHLAND RM 2                        25.283 METERS 25416     |
 ME2497| CM3665 HIGHLAND AZ MK                                     2694928.6 |
 ME2497| ME2923 LANSING MUNICIPAL TANK              APPROX. 7.4 KM 2775443.7 |
 ME2497| ME2921 MUNSTER MUNICIPAL TANK              APPROX. 4.5 KM 2804041.1 |
 ME2497| ME2512 E CHICAGO N IND P S CO GAS TK       APPROX.10.5 KM 3492129.9 |
 ME2497|---------------------------------------------------------------------|
 ME2497
 ME2497                          SUPERSEDED SURVEY CONTROL
 ME2497
 ME2497  NAD 83(1994)-  41 33 15.70123(N)    087 27 22.15673(W) AD(       ) 1
 ME2497  NAD 83(1986)-  41 33 15.70126(N)    087 27 22.15671(W) AD(       ) 1
 ME2497  NAD 27      -  41 33 15.57440(N)    087 27 22.01870(W) AD(       ) 1
 ME2497
 ME2497.Superseded values are not recommended for survey control.
 ME2497
 ME2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2497.See file dsdata.pdf to determine how the superseded data were derived.
 ME2497
 ME2497_MARKER: DS = TRIANGULATION STATION DISK
 ME2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2497_STAMPING: HIGHLAND 1952 1970
 ME2497_MARK LOGO: CGS
 ME2497_PROJECTION: RECESSED 8 CENTIMETERS
 ME2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2497+STABILITY: SURFACE MOTION
 ME2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2497+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2021
 ME2497
 ME2497  HISTORY     - Date     Condition        Report By
 ME2497  HISTORY     - 1952     MONUMENTED       CGS
 ME2497  HISTORY     - 1968     MARK NOT FOUND   USGS
 ME2497  HISTORY     - 1970     SEE DESCRIPTION  NGS
 ME2497  HISTORY     - 1979     GOOD             NGS
 ME2497  HISTORY     - 1984     GOOD             BRADY
 ME2497  HISTORY     - 20081201 GOOD             LFA
 ME2497  HISTORY     - 20170718 GOOD             USACE
 ME2497  HISTORY     - 20200623 GOOD             IN-089
 ME2497  HISTORY     - 20210416 GOOD             IN-089
 ME2497
 ME2497                          STATION DESCRIPTION
 ME2497
 ME2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2497'STATION IS LOCATED ON THE GROUNDS OF THE HIGHLAND SCHOOL IN THE
 ME2497'NORTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 ME2497'HIGHWAY 912 IN THE NORTHEAST PART OF HIGHLAND.  IT IS 188 FEET
 ME2497'NORTHEAST OF THE HIGHWAY INTERSECTION, 187 FEET SOUTH OF THE SOUTHEAST
 ME2497'CORNER OF THE SCHOOL BUILDING AND 61 FEET NORTH OF THE CENTER OF
 ME2497'HIGHWAY 6.  THE MARK IS FLUSH AND THE DISK IS STAMPED HIGHLAND 1952.
 ME2497'
 ME2497'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF HIGHWAY 6 AND 1
 ME2497'FOOT NORTH OF A GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2497'HIGHLAND NO 1 1952.
 ME2497'
 ME2497'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF HIGHWAY 6 AND 1
 ME2497'FOOT NORTH OF THE GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS
 ME2497'STAMPED HIGHLAND NO 2 1952.
 ME2497'
 ME2497'AZIMUTH MARK IS 46 FEET EAST OF THE NORTHEAST CORNER OF A BRIDGE
 ME2497'ABUTMENT, 27 FEET NORTH OF THE CENTER OF HIGHWAY 6 AND 1 FOOT EAST OF
 ME2497'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2497'HIGHLAND 1952.
 ME2497'
 ME2497'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 6 FOR
 ME2497'0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2497'
 ME2497'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2497
 ME2497                          STATION RECOVERY (1968)
 ME2497
 ME2497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ME2497'ON THE GROUNDS OF HIGHLAND SCHOOL
 ME2497'
 ME2497'STATION NOT RECOVERED.
 ME2497
 ME2497                          STATION RECOVERY (1970)
 ME2497
 ME2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2497'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 ME2497'CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 ME2497'OBSTRUCTED TO THE STATION BY TREES.  THE SURFACE STATION MARK FOUND TO
 ME2497'HAVE BEEN HIT AND LEANING TO THE EAST.  THE SURFACE STATION MARK WAS
 ME2497'RESET HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND DIRECTION TO
 ME2497'THE REFERENCE MARKS CHECKED.  HIGHWAY 6 HAS BEEN RE-ROUTED AND NO
 ME2497'LONGER NEAR THE STATION SITE.  A NEW DESCRIPTION FOLLOWS-
 ME2497'
 ME2497'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF HIGHLAND ON THE
 ME2497'GROUNDS OF THE HIGHLAND SCHOOL, 188 FEET NORTHEAST OF THE INTERSECTION
 ME2497'OF RIDGE ROAD AND FIFTH STREET, 187 FEET SOUTH OF THE SOUTHEAST CORNER
 ME2497'OF THE SCHOOL, 10 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 46 FEET
 ME2497'NORTHEAST OF A STREET LIGHT POLE, 39 FEET SOUTHWEST OF A 36 INCH MAPLE
 ME2497'TREE AND 61 FEET NORTH OF THE CENTERLINE OF RIDGE ROAD.  THE MONUMENT
 ME2497'IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED HIGHLAND 1952 1970.
 ME2497'
 ME2497'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK,
 ME2497'38 FEET SOUTHWEST OF A 12 INCH MAPLE TREE, 65 FEET SOUTHEAST OF A 36
 ME2497'INCH MAPLE TREE, 64 FEET EAST OF THE EAST END OF A METAL GUARD RAIL,
 ME2497'AND 27 FEET NORTH OF THE CENTERLINE OF RIDGE ROAD.  THE MONUMENT IS 6
 ME2497'INCHES UNDERGROUND AND THE DISK IS STAMPED HIGHLAND NO 1 1952.
 ME2497'
 ME2497'REFERENCE MARK 2 IS 40 FEET WEST OF THE LIGHT POLE, 27 FEET NORTH OF
 ME2497'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE GUARD RAIL AND 116
 ME2497'FEET EAST OF THE CENTERLINE OF FIFTH STREET.  THE MONUMENT IS 5 INCHES
 ME2497'UNDERGROUND AND THE DISK IS STAMPED HIGHLAND NO 2 1952.
 ME2497'
 ME2497'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 1 FOOT SOUTH OF A
 ME2497'METAL WITNESS POST, 46 FEET EAST OF THE NORTHEAST END OF A BRIDGE AND
 ME2497'27 FEET NORTH OF THE CENTERLINE OF RIDGE ROAD.  THE MONUMENT IS 4
 ME2497'INCHES UNDERGROUND AND THE DISK IS STAMPED HIGHLAND 1952.
 ME2497'
 ME2497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT HIGHLAND
 ME2497'
 ME2497'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
 ME2497
 ME2497                          STATION RECOVERY (1979)
 ME2497
 ME2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 ME2497'STATION MARK, AZIMUTH MARK, AND BOTH REFERENCE MARKS RECOVERED IN
 ME2497'GOOD CONDITION AS DESCRIBED.  HIGHLAND SCHOOL WAS DESTROYED IN 1977
 ME2497'WITH NO TRACES REMAINING.
 ME2497
 ME2497                          STATION RECOVERY (1984)
 ME2497
 ME2497'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (CW)
 ME2497'HIGHLAND 1952 1970 RECOVERED GOOD.
 ME2497'
 ME2497'HIGHLAND 1952 (AZIM) RECOVERED GOOD - NOT VISABLE FROM STATION
 ME2497'BECAUSE OF TREES.
 ME2497'
 ME2497'HIGHLAND NO 1 1952 HIGHLAND NO 2 1952 MEAS, DUG, PRODDED BUT DID
 ME2497'NOT FIND EITHER ONE.
 ME2497
 ME2497                          STATION RECOVERY (2008)
 ME2497
 ME2497'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME2497'LOCATED NEAR THE SOUTH SIDE OF THE HIGHLAND MAIN SQUARE PARK - APPROX
 ME2497'34 FEET NORTH OF THE NORTH CURB LINE OF US 6 AND 195 FEET EAST OF THE
 ME2497'CENTERLINE OF 5TH STREET.
 ME2497
 ME2497                          STATION RECOVERY (2017)
 ME2497
 ME2497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 ME2497'RECOVERED AS DESCRIBED
 ME2497
 ME2497                          STATION RECOVERY (2020)
 ME2497
 ME2497'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2497'RECOVERED IN GOOD CONDITION.
 ME2497
 ME2497                          STATION RECOVERY (2021)
 ME2497
 ME2497'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2497'MONUMENT IS 3 INCHES (8 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2251 ***********************************************************************
 ME2251  DESIGNATION -  HILBERRY
 ME2251  PID         -  ME2251
 ME2251  STATE/COUNTY-  IN/ST JOSEPH
 ME2251  COUNTRY     -  US
 ME2251  USGS QUAD   -  LAKEVILLE (2019)
 ME2251
 ME2251                         *CURRENT SURVEY CONTROL
 ME2251  ______________________________________________________________________
 ME2251* NAD 83(1997) POSITION- 41 34 23.09631(N) 086 16 38.13927(W)   ADJUSTED
 ME2251* NAVD 88 ORTHO HEIGHT -   268.08  (+/-2cm)      879.5   (feet) VERTCON3
 ME2251  ______________________________________________________________________
 ME2251  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 ME2251  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 ME2251  HORZ ORDER      -  SECOND
 ME2251  VERT ORDER      -  THIRD ? (See Below)
 ME2251
 ME2251.The horizontal coordinates were established by classical geodetic methods
 ME2251.and adjusted by the National Geodetic Survey in May 1999.
 ME2251
 ME2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2251
 ME2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2251.GEOID18 height accuracy estimate available here.
 ME2251
 ME2251.The vertical order pertains to the NGVD 29 superseded value.
 ME2251
 ME2251.Click photographs - Photos may exist for this station.
 ME2251
 ME2251.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2251
 ME2251. The following values were computed from the NAD 83(1997) position.
 ME2251
 ME2251;                    North         East     Units Scale Factor Converg.
 ME2251;SPC IN E     -   702,382.341    49,076.659   MT  0.99999857   -0 24 18.7
 ME2251;SPC IN E     - 2,304,399.40    161,012.34   sFT  0.99999857   -0 24 18.7
 ME2251;UTM  16      - 4,602,629.995   560,254.135   MT  0.99964468   +0 28 46.6
 ME2251
 ME2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2251!SPC IN E     -   0.99996326  x   0.99999857  =   0.99996183
 ME2251!UTM  16      -   0.99996326  x   0.99964468  =   0.99960796
 ME2251
 ME2251:                Primary Azimuth Mark                     Grid Az
 ME2251:SPC IN E     -  STATES                                   180 22 22.3
 ME2251:UTM  16      -  STATES                                   179 29 17.0
 ME2251
 ME2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6025402629(NAD 83)
 ME2251
 ME2251|---------------------------------------------------------------------|
 ME2251| PID    Reference Object                     Distance      Geod. Az  |
 ME2251|                                                           dddmmss.s |
 ME2251| CM3668 HILBERRY RM                           5.400 METERS 01841     |
 ME2251| ME0069 STATES                              APPROX. 4.2 KM 1795803.6 |
 ME2251|---------------------------------------------------------------------|
 ME2251
 ME2251                          SUPERSEDED SURVEY CONTROL
 ME2251
 ME2251  NAD 83(1994)-  41 34 23.10251(N)    086 16 38.14052(W) AD(       ) 2
 ME2251  NAD 83(1986)-  41 34 23.10229(N)    086 16 38.14162(W) AD(       ) 2
 ME2251  NAD 27      -  41 34 22.92920(N)    086 16 38.11930(W) AD(       ) 2
 ME2251  USSD        -  41 34 22.97600(N)    086 16 37.96400(W) AD(       ) 3
 ME2251  NGVD 29             268.19   (m)          879.9    (f) LEVELING    3  
 ME2251
 ME2251.Superseded values are not recommended for survey control.
 ME2251
 ME2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2251.See file dsdata.pdf to determine how the superseded data were derived.
 ME2251
 ME2251_MARKER: DS = TRIANGULATION STATION DISK
 ME2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2251_STAMPING: HILBERRY 1920
 ME2251_MARK LOGO: CGS
 ME2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2251+STABILITY: SURFACE MOTION
 ME2251
 ME2251  HISTORY     - Date     Condition        Report By
 ME2251  HISTORY     - 1920     MONUMENTED       CGS
 ME2251  HISTORY     - 1934     GOOD             INGS
 ME2251
 ME2251                          STATION DESCRIPTION
 ME2251
 ME2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2251'ABOUT 4-1/2 MILES N OF LAKEVILLE, ON THE E SIDE OF THE TRACK,
 ME2251'ONE-HALF MILE N OF MILEPOST
 ME2251'T.H. 175, 325 YARDS S OF ROAD CROSSING, 325 YARDS W OF
 ME2251'MICHAEL WILHELMS RESIDENCE,
 ME2251'7.757 METERS (25.45 FEET) E OF THE E
 ME2251'AND NEAREST RAIL.  THE STATION, UNDERGROUND
 ME2251'AND REFERENCE MARKS ARE
 ME2251'BRONZE TABLETS SET IN CONCRETE.
 ME2251'THE
 ME2251'REFERENCE MARK IS ON THE SAME (E) SIDE OF THE TRACK NEAR THE
 ME2251'FENCE LINE, 5.40
 ME2251'METERS (17.72 FEET) FROM THE STATION N 18 DEG 41 MIN E.
 ME2251
 ME2251                          STATION RECOVERY (1934)
 ME2251
 ME2251'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2251'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0476 ***********************************************************************
 LB0476  DESIGNATION -  HILL
 LB0476  PID         -  LB0476
 LB0476  STATE/COUNTY-  IN/TIPTON
 LB0476  COUNTRY     -  US
 LB0476  USGS QUAD   -  TIPTON (2019)
 LB0476
 LB0476                         *CURRENT SURVEY CONTROL
 LB0476  ______________________________________________________________________
 LB0476* NAD 83(1997) POSITION- 40 20 26.66979(N) 086 00 25.55258(W)   ADJUSTED
 LB0476* NAVD 88 ORTHO HEIGHT -   265.790 (meters)      872.01  (feet) ADJUSTED
 LB0476  ______________________________________________________________________
 LB0476  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 LB0476  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 LB0476  DYNAMIC HEIGHT  -        265.648 (meters)      871.55  (feet) COMP
 LB0476  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LB0476
 LB0476  HORZ ORDER      -  FIRST
 LB0476  VERT ORDER      -  SECOND    CLASS 0
 LB0476
 LB0476.The horizontal coordinates were established by classical geodetic methods
 LB0476.and adjusted by the National Geodetic Survey in May 1999.
 LB0476
 LB0476.The orthometric height was determined by differential leveling and
 LB0476.adjusted by the NATIONAL GEODETIC SURVEY
 LB0476.in June 1991.
 LB0476
 LB0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0476.GEOID18 height accuracy estimate available here.
 LB0476
 LB0476.Click photographs - Photos may exist for this station.
 LB0476
 LB0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0476
 LB0476.The dynamic height is computed by dividing the NAVD 88
 LB0476.geopotential number by the normal gravity value computed on the
 LB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0476.degrees latitude (g = 980.6199 gals.).
 LB0476
 LB0476.The modeled gravity was interpolated from observed gravity values.
 LB0476
 LB0476. The following values were computed from the NAD 83(1997) position.
 LB0476
 LB0476;                    North         East     Units Scale Factor Converg.
 LB0476;SPC IN E     -   565,407.237    71,075.209   MT  0.99997696   -0 13 13.3
 LB0476;SPC IN E     - 1,855,006.91    233,185.91   sFT  0.99997696   -0 13 13.3
 LB0476;UTM  16      - 4,466,050.358   584,331.741   MT  0.99968754   +0 38 34.0
 LB0476
 LB0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0476!SPC IN E     -   0.99996370  x   0.99997696  =   0.99994066
 LB0476!UTM  16      -   0.99996370  x   0.99968754  =   0.99965125
 LB0476
 LB0476:                Primary Azimuth Mark                     Grid Az
 LB0476:SPC IN E     -  HILL AZ MK                               271 38 54.6
 LB0476:UTM  16      -  HILL AZ MK                               270 47 07.3
 LB0476
 LB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8433166050(NAD 83)
 LB0476
 LB0476|---------------------------------------------------------------------|
 LB0476| PID    Reference Object                     Distance      Geod. Az  |
 LB0476|                                                           dddmmss.s |
 LB0476| LB0478 HILL RM 1                            44.781 METERS 02622     |
 LB0476| LA2164 WINDFALL MUNICIPAL TANK             APPROX. 4.9 KM 0613154.7 |
 LB0476| LA2156 ELWOOD ILL PLINE PUMP STA STK       APPROX.13.5 KM 1134849.7 |
 LB0476| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX.14.6 KM 1141816.3 |
 LB0476| LA2154 ELWOOD SELLERS KITCHEN CAB TK       APPROX.15.4 KM 1162015.3 |
 LB0476| LA2152 ELWOOD CITY HALL DOME               APPROX.15.9 KM 1163133.7 |
 LB0476| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX.15.6 KM 1172006.3 |
 LB0476| CC9355 HILL RM 3                            10.334 METERS 18026     |
 LB0476| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 6.6 KM 2023559.6 |
 LB0476| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 7.2 KM 2034150.1 |
 LB0476| LB2472 TIPTON STEEL PARTS CORP WTR TK      APPROX. 6.1 KM 2103954.9 |
 LB0476| LB2468 TIPTON NORTH MUNICIPAL TANK         APPROX. 6.0 KM 2105432.7 |
 LB0476| LB2471 TIPTON FARM BUR COOP ELEV           APPROX. 5.9 KM 2125132.9 |
 LB0476| LB0477 HILL RM 2                            44.238 METERS 26741     |
 LB0476| LB0475 HILL AZ MK                                         2712541.3 |
 LB0476| LB2456 SHARPSVILLE MUNICIPAL TANK          APPROX. 8.0 KM 3015841.0 |
 LB0476|---------------------------------------------------------------------|
 LB0476
 LB0476                          SUPERSEDED SURVEY CONTROL
 LB0476
 LB0476  NAD 83(1986)-  40 20 26.67396(N)    086 00 25.56690(W) AD(       ) 1
 LB0476  NAD 27      -  40 20 26.54000(N)    086 00 25.61700(W) AD(       ) 1
 LB0476  NGVD 29 (??/??/92)  265.912  (m)          872.41   (f) ADJ UNCH    2 0
 LB0476  NGVD 29             265.91   (m)          872.4    (f) LEVELING    3  
 LB0476
 LB0476.Superseded values are not recommended for survey control.
 LB0476
 LB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0476.See file dsdata.pdf to determine how the superseded data were derived.
 LB0476
 LB0476_MARKER: DS = TRIANGULATION STATION DISK
 LB0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0476_STAMPING: HILL 1934
 LB0476_MARK LOGO: CGS
 LB0476_PROJECTION: RECESSED 30 CENTIMETERS
 LB0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0476+STABILITY: SURFACE MOTION
 LB0476
 LB0476  HISTORY     - Date     Condition        Report By
 LB0476  HISTORY     - 1934     MONUMENTED       CGS
 LB0476  HISTORY     - 1946     GOOD             CGS
 LB0476  HISTORY     - 1948     GOOD             CGS
 LB0476  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LB0476
 LB0476                          STATION DESCRIPTION
 LB0476
 LB0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0476'ABOUT 4.5 MILES NORTHEAST OF TIPTON, ON LAND BELONGING TO THE SMITH
 LB0476'HEIRS, (MR. HILL OF NATIONAL BANK IN TIPTON IS ADMINISTRATOR), 22
 LB0476'FEET NORTH OF CENTER LINE OF EAST-WEST HALF-SECTION GRAVEL ROAD, IN
 LB0476'BARN LOT, 3 FEET NORTH OF FENCE, 17 FEET WEST-SOUTHWEST OF 18-INCH
 LB0476'MAPLE, 28 FEET SOUTHEAST OF 18-INCH MAPLE, 18 FEET WEST OF WEST
 LB0476'GATEPOST, ABOUT 96 FEET SOUTH OF BARN, AND 12 INCHES UNDERGROUND.
 LB0476'
 LB0476'TO REACH FROM COURTHOUSE IN TIPTON, GO EAST ON STATE HIGHWAY 28 FOR
 LB0476'1.5 MILES TO A T-ROAD NORTH, TURN NORTH ON T-ROAD AND GO 3.9 MILES
 LB0476'TO AN EAST-WEST HALF-SECTION GRAVEL ROAD, TURN EAST AND GO 0.35 MILE
 LB0476'TO FARMHOUSE AND STATION.
 LB0476'
 LB0476'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB0476'DISKS SET IN CONCRETE.
 LB0476'
 LB0476'REFERENCE MARK NO. 1 IS 146.92 FEET NORTH-NORTHEAST OF STATION, 1
 LB0476'FOOT SOUTH OF CORNER POST OF BARN LOT FENCE, 28 FEET EAST OF
 LB0476'NORTHEAST CORNER OF BARN, AND PROJECTS 4 INCHES.  REFERENCE MARK NO.
 LB0476'2 IS 145.3 FEET WEST OF STATION, 1 FOOT NORTH OF FENCE LINE, 20 FEET
 LB0476'NORTH OF CENTER LINE OF EAST-WEST ROAD, AND PROJECTS 3 INCHES.
 LB0476'
 LB0476'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF STATION, 18 FEET
 LB0476'WEST OF CENTER LINE OF NORTH-SOUTH HALF-SECTION GRAVEL ROAD, 6
 LB0476'INCHES EAST OF FENCE LINE, 105 FEET NORTH OF CENTER LINE OF
 LB0476'INTERSECTING EAST-WEST ROAD, 90 FEET NORTH OF FENCE CORNER, AND
 LB0476'PROJECTS 3 INCHES.
 LB0476'
 LB0476'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 LB0476
 LB0476                          STATION RECOVERY (1946)
 LB0476
 LB0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0476'4.8 MI SW FROM WINDFALL.
 LB0476'ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0476'AT WINDFALL, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 LB0476'THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD, AT A SMALL
 LB0476'GROUP OF TREES AND THE APPROXIMATE TOP OF A SMALL GRADE, 79 FEET
 LB0476'WEST-NORTHWEST OF A 24 INCH BLAZED MAPLE TREE, 27 FEET SOUTHEAST
 LB0476'OF A 20 INCH BLAZED MAPLE TREE, 22 FEET NORTH OF THE CENTER
 LB0476'LINE OF THE ROAD, 22 FEET WEST OF THE CENTER LINE OF A GAP
 LB0476'IN THE FENCE, 3 FEET NORTH OF THE FENCE LINE, AND SET IN THE
 LB0476'TOP OF A CONCRETE POST ABOUT 15 INCHES BELOW THE SURFACE OF THE
 LB0476'GROUND.
 LB0476
 LB0476                          STATION RECOVERY (1948)
 LB0476
 LB0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB0476'RECOVERED.  ALL BUILDINGS MENTIONED IN THE ORIGINAL DESCRIPTION ARE
 LB0476'NOW GONE.
 LB0476
 LB0476                          STATION RECOVERY (1954)
 LB0476
 LB0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB0476'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 LB0476'MARK NO. 1 WAS DESTROYED AT THE PROPERTY OWNERS REQUEST AND
 LB0476'REFERENCE MARK NO. 3 ESTABLISHED.  THE DISTANCE TO R. M. NO. 2
 LB0476'FAILED TO CHECK.  THE DIRECTION TO R. M. NO. 2 CHECKED.  THE
 LB0476'DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A NEW DESCRIPTION
 LB0476'FOLLOWS--
 LB0476'
 LB0476'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF TIPTON AND 3 MILES
 LB0476'SOUTHWEST OF WINDFALL ON PROPERTY OWNED BY MR. WILLIAM REAUTHERFORD.
 LB0476'IT IS AT THE SOUTH END OF A LARGE PILE OF BOULDERS, 81 FEET WEST OF
 LB0476'A 36 INCH BLAZED MAPLE TREE, 28 FEET SOUTHEAST OF A 28 INCH BLAZED
 LB0476'MAPLE TREE, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 6
 LB0476'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS ABOUT 14 INCHES
 LB0476'BELOW GROUND AND THE DISK IS STAMPED HILL 1934.
 LB0476'
 LB0476'REFERENCE MARK NO. 2 IS 145.14 FEET WEST OF THE STATION, IN THE EDGE
 LB0476'OF A CULTIVATED FIELD AND IS 20 FEET NORTH OF THE CENTER OF THE
 LB0476'GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILL NO 2
 LB0476'1934.
 LB0476'
 LB0476'REFERENCE MARK NO. 3 IS 13 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LB0476'ROAD AND 1 FOOT NORTH OF A FENCE, 33.90 FEET SOUTH OF THE STATION.
 LB0476'THE MARK IS FLUSH AND THE DISK IS STAMPED HILL NO 3 1934.
 LB0476'
 LB0476'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 90 FEET NORTH OF A
 LB0476'FENCE CORNER, 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LB0476'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 LB0476'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HILL 1934.
 LB0476'
 LB0476'TO REACH THE STATION FROM THE TIPTON COUNTY COURTHOUSE IN TIPTON, GO
 LB0476'EAST ON STATE HIGHWAY 28 FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN
 LB0476'LEFT AND GO NORTH ON GRAVEL ROAD FOR 4.0 MILES TO A SIDE ROAD RIGHT,
 LB0476'(*) TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.35 MILE TO THE
 LB0476'STATION ON THE LEFT, NORTH SIDE OF ROAD AS DESCRIBED.
 LB0476'
 LB0476'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO NORTH ON GRAVEL
 LB0476'ROAD FOR ABOUT 100 FEET TO THE MARK ON THE LEFT, WEST SIDE OF ROAD
 LB0476'AS DESCRIBED.
 LB0476'
 LB0476'HEIGHT OF LIGHT ABOVE STATION MARK--34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0475 ***********************************************************************
 LB0475  DESIGNATION -  HILL AZ MK
 LB0475  PID         -  LB0475
 LB0475  STATE/COUNTY-  IN/TIPTON
 LB0475  COUNTRY     -  US
 LB0475  USGS QUAD   -  TIPTON (2019)
 LB0475
 LB0475                         *CURRENT SURVEY CONTROL
 LB0475  ______________________________________________________________________
 LB0475* NAD 83(1986) POSITION- 40 20 27.     (N) 086 00 47.     (W)   SCALED
 LB0475* NAVD 88 ORTHO HEIGHT -   264.528 (meters)      867.87  (feet) ADJUSTED
 LB0475  ______________________________________________________________________
 LB0475  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 LB0475  DYNAMIC HEIGHT  -        264.388 (meters)      867.41  (feet) COMP
 LB0475  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 LB0475
 LB0475  VERT ORDER      -  SECOND    CLASS 0
 LB0475
 LB0475.The horizontal coordinates were scaled from a map and have
 LB0475.an estimated accuracy of +/- 6 seconds.
 LB0475
 LB0475.The orthometric height was determined by differential leveling and
 LB0475.adjusted by the NATIONAL GEODETIC SURVEY
 LB0475.in June 1991.
 LB0475
 LB0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0475.GEOID18 height accuracy estimate available here.
 LB0475
 LB0475.Click photographs - Photos may exist for this station.
 LB0475
 LB0475.The dynamic height is computed by dividing the NAVD 88
 LB0475.geopotential number by the normal gravity value computed on the
 LB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0475.degrees latitude (g = 980.6199 gals.).
 LB0475
 LB0475.The modeled gravity was interpolated from observed gravity values.
 LB0475
 LB0475;                    North         East    Units  Estimated Accuracy
 LB0475;SPC IN E     -   565,420.       70,570.      MT  (+/- 180 meters Scaled)
 LB0475
 LB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838660(NAD 83)
 LB0475
 LB0475                          SUPERSEDED SURVEY CONTROL
 LB0475
 LB0475  NGVD 29 (??/??/92)  264.650  (m)          868.27   (f) ADJ UNCH    2 0
 LB0475
 LB0475.Superseded values are not recommended for survey control.
 LB0475
 LB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0475.See file dsdata.pdf to determine how the superseded data were derived.
 LB0475
 LB0475_MARKER: DR = REFERENCE MARK DISK
 LB0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0475_STAMPING: HILL AZIMUTH 1934
 LB0475_MARK LOGO: CGS
 LB0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0475+STABILITY: SURFACE MOTION
 LB0475
 LB0475  HISTORY     - Date     Condition        Report By
 LB0475  HISTORY     - 1934     MONUMENTED       CGS
 LB0475  HISTORY     - 1946     GOOD             CGS
 LB0475
 LB0475                          STATION DESCRIPTION
 LB0475
 LB0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0475'4.5 MI SW FROM WINDFALL.
 LB0475'ABOUT 3.0 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0475'AT WINDFALL, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 LB0475'ABOUT 1.0 MILE SOUTH OF THE WINDFALL CHURCH OF THE BRETHREN, AT
 LB0475'AN EAST-WEST GRAVEL CROSS ROAD, 206 FEET NORTH-NORTHEAST AND
 LB0475'ACROSS THE EAST-WEST ROAD FROM THE NORTHEAST CORNER OF A BARN,
 LB0475'107 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 22
 LB0475'FEET SOUTH OF A 4 INCH TREE, 19 FEET WEST OF THE CENTER LINE
 LB0475'OF THE NORTH-SOUTH ROAD, SET IN THE FENCE LINE, ABOUT 0.5 FOOT
 LB0475'ABOVE THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 LB0475'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0478 ***********************************************************************
 LB0478  DESIGNATION -  HILL RM 1
 LB0478  PID         -  LB0478
 LB0478  STATE/COUNTY-  IN/TIPTON
 LB0478  COUNTRY     -  US
 LB0478  USGS QUAD   -  TIPTON (2019)
 LB0478
 LB0478                         *CURRENT SURVEY CONTROL
 LB0478  ______________________________________________________________________
 LB0478* NAD 83(1986) POSITION- 40 20 27.97   (N) 086 00 24.71   (W)   HD_HELD1
 LB0478* NAVD 88 ORTHO HEIGHT -   267.076 (meters)      876.23  (feet) ADJUSTED
 LB0478  ______________________________________________________________________
 LB0478  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 LB0478  DYNAMIC HEIGHT  -        266.934 (meters)      875.77  (feet) COMP
 LB0478  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LB0478
 LB0478  VERT ORDER      -  SECOND    CLASS 0
 LB0478
 LB0478.The horizontal coordinates were determined by differentially corrected
 LB0478.hand held GPS observations or other comparable positioning techniques
 LB0478.and have an estimated accuracy of +/- 3 meters.
 LB0478
 LB0478.The orthometric height was determined by differential leveling and
 LB0478.adjusted by the NATIONAL GEODETIC SURVEY
 LB0478.in June 1991.
 LB0478
 LB0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0478.GEOID18 height accuracy estimate available here.
 LB0478
 LB0478.Click photographs - Photos may exist for this station.
 LB0478
 LB0478.The dynamic height is computed by dividing the NAVD 88
 LB0478.geopotential number by the normal gravity value computed on the
 LB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0478.degrees latitude (g = 980.6199 gals.).
 LB0478
 LB0478.The modeled gravity was interpolated from observed gravity values.
 LB0478
 LB0478;                    North         East    Units  Estimated Accuracy
 LB0478;SPC IN E     -   565,447.3      71,095.2     MT  (+/- 3 meters HH1 GPS) 
 LB0478
 LB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8435166090(NAD 83)
 LB0478
 LB0478                          SUPERSEDED SURVEY CONTROL
 LB0478
 LB0478  NGVD 29 (??/??/92)  267.198  (m)          876.63   (f) ADJ UNCH    2 0
 LB0478
 LB0478.Superseded values are not recommended for survey control.
 LB0478
 LB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0478.See file dsdata.pdf to determine how the superseded data were derived.
 LB0478
 LB0478_MARKER: DR = REFERENCE MARK DISK
 LB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0478_STAMPING: HILL NO 1 1934
 LB0478_MARK LOGO: CGS
 LB0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0478+STABILITY: SURFACE MOTION
 LB0478
 LB0478  HISTORY     - Date     Condition        Report By
 LB0478  HISTORY     - 1934     MONUMENTED       CGS
 LB0478  HISTORY     - 1946     GOOD             CGS
 LB0478
 LB0478                          STATION DESCRIPTION
 LB0478
 LB0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0478'4.8 MI SW FROM WINDFALL.
 LB0478'ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0478'AT WINDFALL, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 LB0478'THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD, AT A SMALL GROUP
 LB0478'OF TREES AND THE APPROXIMATE TOP OF A SMALL GRADE, 147 FEET
 LB0478'NORTHEAST OF THE STATION MARK, 152 FEET NORTH OF THE CENTER
 LB0478'LINE OF THE ROAD, 136 FEET NORTHEAST OF A 20 INCH BLAZED MAPLE
 LB0478'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0477 ***********************************************************************
 LB0477  DESIGNATION -  HILL RM 2
 LB0477  PID         -  LB0477
 LB0477  STATE/COUNTY-  IN/TIPTON
 LB0477  COUNTRY     -  US
 LB0477  USGS QUAD   -  TIPTON (2019)
 LB0477
 LB0477                         *CURRENT SURVEY CONTROL
 LB0477  ______________________________________________________________________
 LB0477* NAD 83(1986) POSITION- 40 20 26.61   (N) 086 00 27.43   (W)   HD_HELD1
 LB0477* NAVD 88 ORTHO HEIGHT -   266.408 (meters)      874.04  (feet) ADJUSTED
 LB0477  ______________________________________________________________________
 LB0477  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 LB0477  DYNAMIC HEIGHT  -        266.266 (meters)      873.57  (feet) COMP
 LB0477  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LB0477
 LB0477  VERT ORDER      -  SECOND    CLASS 0
 LB0477
 LB0477.The horizontal coordinates were determined by differentially corrected
 LB0477.hand held GPS observations or other comparable positioning techniques
 LB0477.and have an estimated accuracy of +/- 3 meters.
 LB0477
 LB0477.The orthometric height was determined by differential leveling and
 LB0477.adjusted by the NATIONAL GEODETIC SURVEY
 LB0477.in June 1991.
 LB0477
 LB0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0477.GEOID18 height accuracy estimate available here.
 LB0477
 LB0477.Click photographs - Photos may exist for this station.
 LB0477
 LB0477.The dynamic height is computed by dividing the NAVD 88
 LB0477.geopotential number by the normal gravity value computed on the
 LB0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0477.degrees latitude (g = 980.6199 gals.).
 LB0477
 LB0477.The modeled gravity was interpolated from observed gravity values.
 LB0477
 LB0477;                    North         East    Units  Estimated Accuracy
 LB0477;SPC IN E     -   565,405.6      71,030.9     MT  (+/- 3 meters HH1 GPS) 
 LB0477
 LB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8428766048(NAD 83)
 LB0477
 LB0477                          SUPERSEDED SURVEY CONTROL
 LB0477
 LB0477  NGVD 29 (??/??/92)  266.530  (m)          874.44   (f) ADJ UNCH    2 0
 LB0477
 LB0477.Superseded values are not recommended for survey control.
 LB0477
 LB0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0477.See file dsdata.pdf to determine how the superseded data were derived.
 LB0477
 LB0477_MARKER: DR = REFERENCE MARK DISK
 LB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0477_STAMPING: HILL NO 2 1934
 LB0477_MARK LOGO: CGS
 LB0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0477+STABILITY: SURFACE MOTION
 LB0477
 LB0477  HISTORY     - Date     Condition        Report By
 LB0477  HISTORY     - 1934     MONUMENTED       CGS
 LB0477  HISTORY     - 1946     GOOD             CGS
 LB0477
 LB0477                          STATION DESCRIPTION
 LB0477
 LB0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0477'4.8 MI SW FROM WINDFALL.
 LB0477'ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0477'AT WINDFALL, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 LB0477'THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD, AT A SMALL
 LB0477'GROUP OF TREES AND THE APPROXIMATE TOP OF A SMALL GRADE, 145
 LB0477'FEET WEST OF THE STATION MARK, 18 FEET NORTH OF THE CENTER LINE
 LB0477'OF THE ROAD, 131 FEET WEST OF A 20 INCH BLAZED MAPLE TREE, 1 FOOT
 LB0477'NORTH OF THE NORTH-RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE
 LB0477'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0534 ***********************************************************************
 LB0534  CBN         -  This is a Cooperative Base Network Control Station.
 LB0534  DESIGNATION -  HILLISBURG
 LB0534  PID         -  LB0534
 LB0534  STATE/COUNTY-  IN/CLINTON
 LB0534  COUNTRY     -  US
 LB0534  USGS QUAD   -  HILLISBURG (2019)
 LB0534
 LB0534                         *CURRENT SURVEY CONTROL
 LB0534  ______________________________________________________________________
 LB0534* NAD 83(2011) POSITION- 40 17 18.65545(N) 086 20 25.94181(W)   ADJUSTED
 LB0534* NAD 83(2011) ELLIP HT-   246.149 (meters)        (06/27/12)   ADJUSTED
 LB0534* NAD 83(2011) EPOCH   -  2010.00
 LB0534* NAVD 88 ORTHO HEIGHT -   280.340 (meters)      919.75  (feet) ADJUSTED
 LB0534  ______________________________________________________________________
 LB0534  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 LB0534  NAD 83(2011) X  -    310,976.751 (meters)                     COMP
 LB0534  NAD 83(2011) Y  - -4,862,306.951 (meters)                     COMP
 LB0534  NAD 83(2011) Z  -  4,102,633.792 (meters)                     COMP
 LB0534  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LB0534  DYNAMIC HEIGHT  -        280.189 (meters)      919.25  (feet) COMP
 LB0534  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LB0534
 LB0534  VERT ORDER      -  SECOND    CLASS 0
 LB0534
 LB0534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0534  Standards:
 LB0534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0534  -------------------------------------------------------------------
 LB0534  NETWORK    0.77   1.67           0.36   0.24   0.85     -0.06165205
 LB0534  -------------------------------------------------------------------
 LB0534  Click here for local accuracies and other accuracy information.
 LB0534
 LB0534.The horizontal coordinates were established by GPS observations
 LB0534.and adjusted by the National Geodetic Survey in June 2012.
 LB0534
 LB0534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0534.been affixed to the stable North American tectonic plate. See 
 LB0534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0534
 LB0534.The horizontal coordinates are valid at the epoch date displayed above
 LB0534.which is a decimal equivalence of Year/Month/Day.
 LB0534
 LB0534.The orthometric height was determined by differential leveling and
 LB0534.adjusted by the NATIONAL GEODETIC SURVEY
 LB0534.in June 1991.
 LB0534
 LB0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0534.GEOID18 height accuracy estimate available here.
 LB0534
 LB0534.Click photographs - Photos may exist for this station.
 LB0534
 LB0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0534
 LB0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0534
 LB0534.The ellipsoidal height was determined by GPS observations
 LB0534.and is referenced to NAD 83.
 LB0534
 LB0534.The dynamic height is computed by dividing the NAVD 88
 LB0534.geopotential number by the normal gravity value computed on the
 LB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0534.degrees latitude (g = 980.6199 gals.).
 LB0534
 LB0534.The modeled gravity was interpolated from observed gravity values.
 LB0534
 LB0534. The following values were computed from the NAD 83(2011) position.
 LB0534
 LB0534;                    North         East     Units Scale Factor Converg.
 LB0534;SPC IN W     -   559,817.320   963,160.465   MT  1.00001575   +0 28 49.2
 LB0534;SPC IN W     - 1,836,667.32  3,159,968.96   sFT  1.00001575   +0 28 49.2
 LB0534;UTM  16      - 4,459,989.006   556,053.937   MT  0.99963868   +0 25 35.2
 LB0534
 LB0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0534!SPC IN W     -   0.99996139  x   1.00001575  =   0.99997714
 LB0534!UTM  16      -   0.99996139  x   0.99963868  =   0.99960008
 LB0534
 LB0534:                Primary Azimuth Mark                     Grid Az
 LB0534:SPC IN W     -  HILLISBURG AZ MK RESET                   056 51 44.8
 LB0534:UTM  16      -  HILLISBURG AZ MK RESET                   056 54 58.8
 LB0534
 LB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5605359989(NAD 83)
 LB0534
 LB0534|---------------------------------------------------------------------|
 LB0534| PID    Reference Object                     Distance      Geod. Az  |
 LB0534|                                                           dddmmss.s |
 LB0534| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX. 4.8 KM 0350400.0 |
 LB0534| CC9356 HILLISBURG AZ MK RESET                             0572034.0 |
 LB0534| LB0535 HILLISBURG AZ MK                                   0572309.8 |
 LB0534| LB2532 SCIRCLEVILLE GRAIN ELEVATOR         APPROX. 3.3 KM 0925048.1 |
 LB0534| LB0532 HILLISBURG RM 1                      52.079 METERS 14005     |
 LB0534| LB2524 KIRKLIN MUNICIPAL TANK              APPROX.10.7 KM 1884528.7 |
 LB0534| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX.14.5 KM 2664938.4 |
 LB0534| LB0533 HILLISBURG RM 2                      29.945 METERS 26908     |
 LB0534| LB2553 FRANKFORT BEL TEL MW KSN 77         APPROX.13.7 KM 2774453.8 |
 LB0534|---------------------------------------------------------------------|
 LB0534
 LB0534                          SUPERSEDED SURVEY CONTROL
 LB0534
 LB0534  NAD 83(2007)-  40 17 18.65553(N)    086 20 25.94267(W) AD(2002.00) 0
 LB0534  ELLIP H (02/10/07)  246.169  (m)                       GP(2002.00)    
 LB0534  NAD 83(1997)-  40 17 18.65549(N)    086 20 25.94234(W) AD(       ) B
 LB0534  ELLIP H (04/10/98)  246.195  (m)                       GP(       ) 4 1
 LB0534  NAD 83(1986)-  40 17 18.66163(N)    086 20 25.95622(W) AD(       ) 1
 LB0534  NAD 27      -  40 17 18.53100(N)    086 20 25.96000(W) AD(       ) 1
 LB0534  NAVD 88             280.34   (m)          919.7    (f) LEVELING    3  
 LB0534  NGVD 29 (??/??/92)  280.448  (m)          920.10   (f) ADJ UNCH    2 0
 LB0534  NGVD 29             280.45   (m)          920.1    (f) LEVELING    3  
 LB0534
 LB0534.Superseded values are not recommended for survey control.
 LB0534
 LB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0534.See file dsdata.pdf to determine how the superseded data were derived.
 LB0534
 LB0534_MARKER: DS = TRIANGULATION STATION DISK
 LB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0534_STAMPING: HILLISBURG 1934
 LB0534_MARK LOGO: CGS
 LB0534_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0534+STABILITY: SURFACE MOTION
 LB0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0534+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LB0534
 LB0534  HISTORY     - Date     Condition        Report By
 LB0534  HISTORY     - 1934     MONUMENTED       CGS
 LB0534  HISTORY     - 1948     GOOD             CGS
 LB0534  HISTORY     - 1954     GOOD             CGS
 LB0534  HISTORY     - 1970     GOOD             NGS
 LB0534  HISTORY     - 1970     GOOD             NGS
 LB0534  HISTORY     - 19970812 GOOD             SEC
 LB0534  HISTORY     - 20110706 GOOD             INDIV
 LB0534  HISTORY     - 20200724 GOOD             WSRR
 LB0534
 LB0534                          STATION DESCRIPTION
 LB0534
 LB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0534'ABOUT 10 MILES EAST OF FRANKFORT, IN NORTHERN PART OF THE VILLAGE OF
 LB0534'HILLISBURG, ON NORTH SIDE OF THE GRAVEL ROAD THAT BORDERS THE
 LB0534'VILLAGE ON THE NORTH (SECOND ROAD NORTH OF THE RAILROAD), ON THE
 LB0534'SOUTH SIDE OF THE PASTURE FENCE LINE, ON PROPERTY BELONGING TO
 LB0534'MRS. J. M. HILLIS, 25 FEET NORTH OF CENTER LINE OF ROAD, 50 FEET
 LB0534'NORTH OF J. A. KUHNS YARD FENCE, WHICH IS ON SOUTH SIDE OF ROAD,
 LB0534'75 FEET NORTHWEST OF 24-INCH BOX ELDER, WHICH IS IN
 LB0534'NORTHEAST CORNER OF KUHNS YARD, AND PROJECTS 4 INCHES.
 LB0534'
 LB0534'TO REACH STATION FROM HILLISBURG RAILROAD STATION, GO WEST ONE
 LB0534'BLOCK, THEN NORTH ACROSS RAILROAD AND CONTINUE NORTH TWO BLOCKS TO
 LB0534'WHERE THE ROAD TURNS EAST.  TURN EAST AND GO 100 FEET TO THE
 LB0534'STATION ON THE FENCE LINE ON THE NORTH SIDE OF THE ROAD.
 LB0534'
 LB0534'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB0534'DISKS SET IN CONCRETE.
 LB0534'
 LB0534'REFERENCE MARK NO. 1 IS 170.88 FEET SOUTHEAST OF STATION, ON THE
 LB0534'EAST EDGE OF J. A. KUHNS GARDEN, 3 FEET NORTH OF THE SOUTHEAST
 LB0534'CORNER GARDEN POST, 115 FEET SOUTH OF CENTER LINE OF THE ROAD, AND
 LB0534'PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS 98.30 FEET WEST OF THE
 LB0534'STATION, 18 INCHES SOUTH OF PASTURE FENCE, 24 FEET NORTH OF
 LB0534'CENTER LINE OF ROAD, ON LINE WITH THE EAST SIDE OF THE
 LB0534'NORTH-SOUTH ROAD, 50 FEET EAST OF THE OLD GATE THAT CONNECTS A
 LB0534'T-FENCE SOUTH, AND PROJECTS 6 INCHES.
 LB0534'
 LB0534'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-NORTHEAST OF THE STATION, 17
 LB0534'FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 55 FEET NORTH OF
 LB0534'TRANSMISSION LINE POLE, 10 INCHES WEST OF FENCE AND PROJECTS 6
 LB0534'INCHES.
 LB0534'
 LB0534'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LB0534
 LB0534                          STATION RECOVERY (1948)
 LB0534
 LB0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB0534'RECOVERED AS DESCRIBED.
 LB0534
 LB0534                          STATION RECOVERY (1954)
 LB0534
 LB0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB0534'STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LB0534'THE 1934 DESCRIPTION AND WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 LB0534'MARK WAS FOUND DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 LB0534'DISTANCES TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO
 LB0534'REFERENCE MARK NO. 1 CHECKED BUT DID NOT CHECK TO REFERENCE MARK NO.
 LB0534'2.  THE OLD DESCRIPTION IS ADEQUATE.  A DESCRIPTION TO THE NEW
 LB0534'AZIMUTH MARK FOLLOWS.
 LB0534'
 LB0534'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A PAVED ROAD, 1 FOOT
 LB0534'WEST OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE
 LB0534'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HILLISBURG 1934
 LB0534'RESET 1954.
 LB0534'
 LB0534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 LB0534'FOR 0.15 MILE TO A PAVED T INTERSECTION, TURN LEFT AND GO NORTH ON
 LB0534'PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LB0534'DESCRIBED.
 LB0534'
 LB0534'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB0534
 LB0534                          STATION RECOVERY (1970)
 LB0534
 LB0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB0534'R. M. 1 TO R. M. 2 OBSTRUCTED BY BUILDING.
 LB0534'
 LB0534'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LB0534'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO
 LB0534'REFERENCE MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2
 LB0534'CHECKED BUT A DIFFERENCE OF .06 OF A FOOT SHORTER WAS FOUND IN THE
 LB0534'DISTANCE.  A DIFFERENCE OF 8.1 SECONDS LOWER IN THE DIRECTION TO THE
 LB0534'AZIMUTH MARK WAS FOUND.  FOLLOWING IS A NEW DESCRIPTION.
 LB0534'
 LB0534'THE STATION IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF HILLISBURG
 LB0534'AND ON ROAD-RIGHT-OF-WAY.
 LB0534'
 LB0534'TO REACH THE STATION FROM JOHNSON TOWNSHIP VOLUNTEER FIRE DEPARTMENT
 LB0534'BUILDING IN HILLISBURG, GO EAST ON A PAVED ROAD FOR 0.05 MILE TO
 LB0534'A CROSSROAD.  TURN LEFT AND GO NORTH ACROSS RAILROAD TRACKS ON A
 LB0534'PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.*** TURN LEFT AND GO
 LB0534'WEST ON A PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LB0534'
 LB0534'THE STATION MARK IS A STANDARD DISK STAMPED HILLISBURG 1934, SET
 LB0534'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LB0534'1 INCH ABOVE THE GROUND.  IT IS 59.6 FEET NORTH OF THE NORTHEAST
 LB0534'CORNER OF A GARAGE.  27.6 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LB0534'PAVED ROAD, 7 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND 2
 LB0534'FEET SOUTH OF A WIRE FENCE.
 LB0534'
 LB0534'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILLISBURG NO 1 1934,
 LB0534'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LB0534'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 102 FEET SOUTH OF THE
 LB0534'CENTER OF THE EAST-WEST PAVED ROAD, 89.4 FEET NORTH OF POWER LINE
 LB0534'POLE NUMBER 7, 35.2 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 LB0534'SMALL GARAGE, 33.3 FEET EAST-SOUTHEAST OF THE NORTHEAST
 LB0534'CORNER OF THE SMALL GARAGE AND AT THE WEST EDGE OF AN ALLEY WAY.
 LB0534'
 LB0534'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILLISBURG NO 2 1934,
 LB0534'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LB0534'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 28 FEET NORTH OF THE
 LB0534'PROJECTED CENTER OF THE EAST-WEST PAVED ROAD, 21 FEET EAST OF THE
 LB0534'PROJECTED CENTER OF A NORTH-SOUTH PAVED ROAD AND 3.2 FEET SOUTH
 LB0534'OF THE WIRE FENCE.
 LB0534'
 LB0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILLISBURG 1934 RESET
 LB0534'1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LB0534'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 80.8 FEET NORTH OF POWER
 LB0534'LINE POLE NUMBER 14910, 55 FEET SOUTH OF POWER LINE POLE NUMBER
 LB0534'14911, 22.4 FEET EAST OF THE CENTER OF THE PAVED ROAD, 2.1 FEET NORTH
 LB0534'OF A METAL WITNESS POST, 2 FEET NORTH OF A WOODEN WITNESS POST AND
 LB0534'1 FOOT WEST OF A WIRE FENCE.
 LB0534'
 LB0534'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A PAVED
 LB0534'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 LB0534'
 LB0534'HEIGHT OF LIGHT ABOVE STATION MARK 112.0 FEET.
 LB0534
 LB0534                          STATION RECOVERY (1970)
 LB0534
 LB0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0534'IN HILLISBURG.
 LB0534'TO REACH THE STATION FROM THE JOHNSON TOWNSHIP VOLUNTEER FIRE
 LB0534'DEPARTMENT BUILDING IN HILLISBURG, GO EAST ON A PAVED ROAD FOR
 LB0534'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ACROSS RAILROAD
 LB0534'TRACKS ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 LB0534'LEFT AND GO WEST ON A PAVED ROAD FOR 0.2 MILE TO THE STATION ON
 LB0534'THE RIGHT.  IT IS 59.6 FEET NORTH OF THE NORTHEAST CORNER OF
 LB0534'A GARAGE, 27.6 FEET NORTH OF THE CENTER OF A PAVED ROAD, 7
 LB0534'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF
 LB0534'A WIRE FENCE.  THE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LB0534'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 LB0534
 LB0534                          STATION RECOVERY (1997)
 LB0534
 LB0534'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0534'THE STATION IS 8.50 MILES (13.68 KM) NORTHEAST OF FRANKLIN, 3.50 MILES
 LB0534'(5.63 KM) SOUTHEAST OF MICHIGANTOWN, 2.50 MILES (4.02 KM) WEST OF
 LB0534'SCIRCLEVILLE.  FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE ROAD 28,
 LB0534'GO WEST ON STATE ROAD 28 FOR 10.85 MILES (17.46 KM) TO COUNTY ROAD 900
 LB0534'EAST.  TURN RIGHT AND GO NORTH FOR 0.95 MILES (1.53 KM) TO A RAILROAD
 LB0534'CROSSING IN THE SETTLEMENT OF HILLISBURG.  CONTINUE NORTH FOR 0.10
 LB0534'MILES (0.16 KM) TO NORTH STREET.  TURN LEFT AND GO WEST FOR 0.05 MILES
 LB0534'(0.08 KM) TO THE STATION ON RIGHT (NORTH SIDE OF ROAD), IN THE
 LB0534'RIGHT-OF-WAY OF NORTH STREET.  THE STATION IS SET IN THE TOP OF A 12
 LB0534'INCH ROUND CONCRETE POST FLUSH WITH GROUND.  LOCATED AZIMUTH 238
 LB0534'DEGREES 33.090 METERS (108.563 FT) TO A FENCE CORNER, AZIMUTH 175
 LB0534'DEGREES 18.116 METERS (59.436 FT) TO NORTHEAST CORNER OF A GARAGE,
 LB0534'AZIMUTH 180 DEGREES 8.410 METERS (27.592 FT) TO CENTERLINE OF ROAD,
 LB0534'AZIMUTH 290 DEGREES 2.050 METERS (6.726 FT) TO A METAL WITNESS POST,
 LB0534'AZIMUTH 0 DEGREES 0.750 METERS (2.461 FT) TO A WOVEN WIRE FENCE.
 LB0534
 LB0534                          STATION RECOVERY (2011)
 LB0534
 LB0534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0534'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB0534
 LB0534                          STATION RECOVERY (2020)
 LB0534
 LB0534'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LB0534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0532 ***********************************************************************
 LB0532  DESIGNATION -  HILLISBURG RM 1
 LB0532  PID         -  LB0532
 LB0532  STATE/COUNTY-  IN/CLINTON
 LB0532  COUNTRY     -  US
 LB0532  USGS QUAD   -  HILLISBURG (2019)
 LB0532
 LB0532                         *CURRENT SURVEY CONTROL
 LB0532  ______________________________________________________________________
 LB0532* NAD 83(1997) POSITION- 40 17 17.36062(N) 086 20 24.52786(W)   ADJUSTED
 LB0532* NAVD 88 ORTHO HEIGHT -   280.073 (meters)      918.87  (feet) ADJUSTED
 LB0532  ______________________________________________________________________
 LB0532  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 LB0532  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 LB0532  DYNAMIC HEIGHT  -        279.922 (meters)      918.38  (feet) COMP
 LB0532  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 LB0532
 LB0532  HORZ ORDER      -  FIRST
 LB0532  VERT ORDER      -  SECOND    CLASS 0
 LB0532
 LB0532.The horizontal coordinates were established by classical geodetic methods
 LB0532.and adjusted by the National Geodetic Survey in May 1999.
 LB0532
 LB0532.The orthometric height was determined by differential leveling and
 LB0532.adjusted by the NATIONAL GEODETIC SURVEY
 LB0532.in June 1991.
 LB0532
 LB0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0532.GEOID18 height accuracy estimate available here.
 LB0532
 LB0532.Click photographs - Photos may exist for this station.
 LB0532
 LB0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0532
 LB0532.The dynamic height is computed by dividing the NAVD 88
 LB0532.geopotential number by the normal gravity value computed on the
 LB0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0532.degrees latitude (g = 980.6199 gals.).
 LB0532
 LB0532.The modeled gravity was interpolated from observed gravity values.
 LB0532
 LB0532. The following values were computed from the NAD 83(1997) position.
 LB0532
 LB0532;                    North         East     Units Scale Factor Converg.
 LB0532;SPC IN W     -   559,777.663   963,194.197   MT  1.00001581   +0 28 50.1
 LB0532;SPC IN W     - 1,836,537.22  3,160,079.63   sFT  1.00001581   +0 28 50.1
 LB0532;UTM  16      - 4,459,949.332   556,087.619   MT  0.99963872   +0 25 36.1
 LB0532
 LB0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0532!SPC IN W     -   0.99996143  x   1.00001581  =   0.99997724
 LB0532!UTM  16      -   0.99996143  x   0.99963872  =   0.99960016
 LB0532
 LB0532:                Primary Azimuth Mark                     Grid Az
 LB0532:SPC IN W     -  SCIRCLEVILLE MAST UNIDENT                033 59 26.5
 LB0532:UTM  16      -  SCIRCLEVILLE MAST UNIDENT                034 02 40.5
 LB0532
 LB0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5608759949(NAD 83)
 LB0532
 LB0532|---------------------------------------------------------------------|
 LB0532| PID    Reference Object                     Distance      Geod. Az  |
 LB0532|                                                           dddmmss.s |
 LB0532| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX. 4.8 KM 0342816.6 |
 LB0532| LB2532 SCIRCLEVILLE GRAIN ELEVATOR         APPROX. 3.3 KM 0921037.3 |
 LB0532| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX.14.6 KM 2665929.3 |
 LB0532| LB2553 FRANKFORT BEL TEL MW KSN 77         APPROX.13.7 KM 2775341.3 |
 LB0532| LB0534 HILLISBURG                           52.079 METERS 32005     |
 LB0532|---------------------------------------------------------------------|
 LB0532
 LB0532                          SUPERSEDED SURVEY CONTROL
 LB0532
 LB0532  NAD 83(1986)-  40 17 17.36657(N)    086 20 24.54153(W) AD(       ) 1
 LB0532  NAD 27      -  40 17 17.23612(N)    086 20 24.54561(W) AD(       ) 1
 LB0532  NGVD 29 (??/??/92)  280.182  (m)          919.23   (f) ADJ UNCH    2 0
 LB0532  NGVD 29             280.19   (m)          919.3    (f) LEVELING    3  
 LB0532
 LB0532.Superseded values are not recommended for survey control.
 LB0532
 LB0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0532.See file dsdata.pdf to determine how the superseded data were derived.
 LB0532
 LB0532_MARKER: DR = REFERENCE MARK DISK
 LB0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0532_STAMPING: HILLISBURG NO 1 1934
 LB0532_MARK LOGO: CGS
 LB0532_PROJECTION: PROJECTING 3 CENTIMETERS
 LB0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0532+STABILITY: SURFACE MOTION
 LB0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0532+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LB0532
 LB0532  HISTORY     - Date     Condition        Report By
 LB0532  HISTORY     - 1934     MONUMENTED       CGS
 LB0532  HISTORY     - 1970     GOOD             NGS
 LB0532  HISTORY     - 20200724 GOOD             WSRR
 LB0532
 LB0532                          STATION DESCRIPTION
 LB0532
 LB0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0532'THE STATION IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF
 LB0532'HILLISBURG.
 LB0532'
 LB0532'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 LB0532'HILLISBURG 1934.
 LB0532'
 LB0532'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILLISBURG NO 1
 LB0532'1934, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LB0532'WHICH PROJECTS 1 INCH.  IT IS 102 FEET SOUTH OF THE CENTER OF
 LB0532'AN EAST-WEST PAVED ROAD, 89.4 FEET NORTH OF POWERLINE POLE NUMBER
 LB0532'7, 35.2 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 LB0532'GARAGE AND 33.3 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 LB0532'THE GARAGE.  NOTE 11B
 LB0532'
 LB0532'NOTE--THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO
 LB0532'SEA LEVEL.
 LB0532
 LB0532                          STATION RECOVERY (1970)
 LB0532
 LB0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0532'IN HILLISBURG.
 LB0532'TO REACH THE MARK FROM THE JOHNSON TOWNSHIP VOLUNTEER FIRE
 LB0532'DEPARTMENT BUILDING IN HILLISBURG, GO EAST ON A PAVED ROAD FOR
 LB0532'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ACROSS RAILROAD
 LB0532'TRACKS ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 LB0532'LEFT AND GO WEST ON A PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE
 LB0532'LEFT.  IT IS 102 FEET SOUTH OF THE CENTER OF THE PAVED ROAD,
 LB0532'89.4 FEET NORTH OF POWER LINE POLE NUMBER 7, 35.2 FEET
 LB0532'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL GARAGE, 33.3
 LB0532'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE SMALL GARAGE
 LB0532'AND AT THE WEST EDGE OF AN ALLEY WAY.  THE MARK IS SET IN THE
 LB0532'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 LB0532'INCH ABOVE THE GROUND.
 LB0532
 LB0532                          STATION RECOVERY (2020)
 LB0532
 LB0532'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LB0532'THE MARK IS UNUSABLE DUE TO FARM EQUIPMENT PARKED NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0533 ***********************************************************************
 LB0533  DESIGNATION -  HILLISBURG RM 2
 LB0533  PID         -  LB0533
 LB0533  STATE/COUNTY-  IN/CLINTON
 LB0533  COUNTRY     -  US
 LB0533  USGS QUAD   -  HILLISBURG (2019)
 LB0533
 LB0533                         *CURRENT SURVEY CONTROL
 LB0533  ______________________________________________________________________
 LB0533* NAD 83(1986) POSITION- 40 17 18.64   (N) 086 20 27.21   (W)   HD_HELD1
 LB0533* NAVD 88 ORTHO HEIGHT -   280.402 (meters)      919.95  (feet) ADJUSTED
 LB0533  ______________________________________________________________________
 LB0533  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 LB0533  DYNAMIC HEIGHT  -        280.251 (meters)      919.46  (feet) COMP
 LB0533  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LB0533
 LB0533  VERT ORDER      -  SECOND    CLASS 0
 LB0533
 LB0533.The horizontal coordinates were determined by differentially corrected
 LB0533.hand held GPS observations or other comparable positioning techniques
 LB0533.and have an estimated accuracy of +/- 3 meters.
 LB0533
 LB0533.The orthometric height was determined by differential leveling and
 LB0533.adjusted by the NATIONAL GEODETIC SURVEY
 LB0533.in June 1991.
 LB0533
 LB0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0533.GEOID18 height accuracy estimate available here.
 LB0533
 LB0533.Click photographs - Photos may exist for this station.
 LB0533
 LB0533.The dynamic height is computed by dividing the NAVD 88
 LB0533.geopotential number by the normal gravity value computed on the
 LB0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0533.degrees latitude (g = 980.6199 gals.).
 LB0533
 LB0533.The modeled gravity was interpolated from observed gravity values.
 LB0533
 LB0533;                    North         East    Units  Estimated Accuracy
 LB0533;SPC IN W     -   559,816.6     963,130.5     MT  (+/- 3 meters HH1 GPS) 
 LB0533
 LB0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5602359988(NAD 83)
 LB0533
 LB0533                          SUPERSEDED SURVEY CONTROL
 LB0533
 LB0533  NGVD 29 (??/??/92)  280.511  (m)          920.31   (f) ADJ UNCH    2 0
 LB0533
 LB0533.Superseded values are not recommended for survey control.
 LB0533
 LB0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0533.See file dsdata.pdf to determine how the superseded data were derived.
 LB0533
 LB0533_MARKER: DR = REFERENCE MARK DISK
 LB0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0533_STAMPING: HILLISBURG NO 2 1934
 LB0533_MARK LOGO: CGS
 LB0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0533+STABILITY: SURFACE MOTION
 LB0533
 LB0533  HISTORY     - Date     Condition        Report By
 LB0533  HISTORY     - 1934     MONUMENTED       CGS
 LB0533  HISTORY     - 1970     GOOD             NGS
 LB0533
 LB0533                          STATION DESCRIPTION
 LB0533
 LB0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB0533'IN HILLISBURG.
 LB0533'TO REACH THE MARK FROM THE JOHNSON TOWNSHIP VOLUNTEER FIRE
 LB0533'DEPARTMENT BUILDING IN HILLISBURG, GO EAST ON A PAVED ROAD FOR
 LB0533'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ACROSS RAILROAD
 LB0533'TRACKS ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT. TURN
 LB0533'LEFT AND GO WEST ON A PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE
 LB0533'RIGHT.  IT IS 28 FEET NORTH OF THE PROJECTED CENTER OF AN
 LB0533'EAST-WEST PAVED ROAD, 21 FEET EAST OF THE PROJECTED CENTER OF
 LB0533'A NORTH-SOUTH PAVED ROAD AND 3.2 FEET SOUTH OF A WIRE FENCE.
 LB0533'THE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LB0533'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2418 ***********************************************************************
 ME2418  DESIGNATION -  HILLTOP
 ME2418  PID         -  ME2418
 ME2418  STATE/COUNTY-  IN/LA PORTE
 ME2418  COUNTRY     -  US
 ME2418  USGS QUAD   -  LAPORTE EAST (2019)
 ME2418
 ME2418                         *CURRENT SURVEY CONTROL
 ME2418  ______________________________________________________________________
 ME2418* NAD 83(1997) POSITION- 41 36 26.42671(N) 086 39 07.58011(W)   ADJUSTED
 ME2418* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 ME2418  ______________________________________________________________________
 ME2418  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 ME2418  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 ME2418  HORZ ORDER      -  THIRD
 ME2418
 ME2418.The horizontal coordinates were established by classical geodetic methods
 ME2418.and adjusted by the National Geodetic Survey in May 1999.
 ME2418
 ME2418.The orthometric height was scaled from a topographic map.
 ME2418
 ME2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2418.GEOID18 height accuracy estimate available here.
 ME2418
 ME2418.Click photographs - Photos may exist for this station.
 ME2418
 ME2418.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2418
 ME2418. The following values were computed from the NAD 83(1997) position.
 ME2418
 ME2418;                    North         East     Units Scale Factor Converg.
 ME2418;SPC IN W     -   706,096.902   935,945.189   MT  0.99998256   +0 17 10.9
 ME2418;SPC IN W     - 2,316,586.25  3,070,680.17   sFT  0.99998256   +0 17 10.9
 ME2418;UTM  16      - 4,606,239.653   528,988.256   MT  0.99961034   +0 13 51.6
 ME2418
 ME2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2418!SPC IN W     -   0.99996377  x   0.99998256  =   0.99994633
 ME2418!UTM  16      -   0.99996377  x   0.99961034  =   0.99957412
 ME2418
 ME2418:                Primary Azimuth Mark                     Grid Az
 ME2418:SPC IN W     -  HILLTOP AZ MK                            158 20 20.1
 ME2418:UTM  16      -  HILLTOP AZ MK                            158 23 39.4
 ME2418
 ME2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2898806239(NAD 83)
 ME2418
 ME2418|---------------------------------------------------------------------|
 ME2418| PID    Reference Object                     Distance      Geod. Az  |
 ME2418|                                                           dddmmss.s |
 ME2418| CM3670 HILLTOP RM 1                         11.475 METERS 07625     |
 ME2418| CM3669 HILLTOP AZ MK                                      1583731.0 |
 ME2418| ME2430 KINGSBURY ORDNANCE PLANT TK 2       APPROX.10.0 KM 1771040.5 |
 ME2418| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX.11.6 KM 1875131.9 |
 ME2418| CM3671 HILLTOP RM 2                         10.017 METERS 26200     |
 ME2418|---------------------------------------------------------------------|
 ME2418
 ME2418                          SUPERSEDED SURVEY CONTROL
 ME2418
 ME2418  NAD 83(1994)-  41 36 26.42996(N)    086 39 07.58428(W) AD(       ) 3
 ME2418  NAD 83(1986)-  41 36 26.42872(N)    086 39 07.58520(W) AD(       ) 3
 ME2418  NAD 27      -  41 36 26.27320(N)    086 39 07.51330(W) AD(       ) 3
 ME2418
 ME2418.Superseded values are not recommended for survey control.
 ME2418
 ME2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2418.See file dsdata.pdf to determine how the superseded data were derived.
 ME2418
 ME2418_MARKER: DS = TRIANGULATION STATION DISK
 ME2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2418_STAMPING: HILLTOP 1952
 ME2418_MARK LOGO: CGS
 ME2418_PROJECTION: FLUSH
 ME2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2418+STABILITY: SURFACE MOTION
 ME2418
 ME2418  HISTORY     - Date     Condition        Report By
 ME2418  HISTORY     - 1952     MONUMENTED       CGS
 ME2418
 ME2418                          STATION DESCRIPTION
 ME2418
 ME2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2418'STATION IS LOCATED 4 MILES EAST OF LA PORTE ATOP A LONE HILL AND ON
 ME2418'PROPERTY OWNED BY MR. LAWRENCE LACKWOOD.  IT IS 28 FEET SOUTHEAST OF
 ME2418'THE SOUTHEAST CORNER OF A CABIN, 13 FEET EAST OF A 30 INCH OAK TREE,
 ME2418'10 FEET NORTHWEST OF A POWER LINE POLE, 6 FEET WEST OF A WHITE WITNESS
 ME2418'POST AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 ME2418'IS STAMPED HILLTOP 1952.
 ME2418'
 ME2418'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE POWER LINE POLE AND 1 FOOT
 ME2418'SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2418'HILLTOP NO 1 1952.
 ME2418'
 ME2418'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 ME2418'THE CABIN, 19 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CABIN AND
 ME2418'1 FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2418'STAMPED HILLTOP 1952.
 ME2418'
 ME2418'AZIMUTH MARK IS 36 FEET SOUTHEAST OF A TELEPHONE POLE, 17 FEET SOUTH
 ME2418'OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTHEAST OF A WHITE WITNESS
 ME2418'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILLTOP 1952.
 ME2418'
 ME2418'TO REACH THE STATION FROM THE LA PORTE COUNTY COURTHOUSE IN LA PORTE
 ME2418'GO NORTHEAST ON STATE HIGHWAY 2 FOR 4.0 MILES TO A GRAVEL SIDE ROAD
 ME2418'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A T-ROAD, TURN LEFT AND
 ME2418'GO EAST FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 ME2418'FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 ME2418'FOR 300 FEET TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO NORTH FOR
 ME2418'0.1 MILE TO A GATE, PASS THROUGH GATE AND GO NORTH UP HILL TO THE TOP
 ME2418'AND A SMALL CABIN AND THE STATION AS DESCRIBED.
 ME2418'
 ME2418'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2145 ***********************************************************************
 HZ2145  DESIGNATION -  HILTON
 HZ2145  PID         -  HZ2145
 HZ2145  STATE/COUNTY-  IN/CLARK
 HZ2145  COUNTRY     -  US
 HZ2145  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2145
 HZ2145                         *CURRENT SURVEY CONTROL
 HZ2145  ______________________________________________________________________
 HZ2145* NAD 83(1997) POSITION- 38 22 28.20172(N) 085 42 12.94573(W)   ADJUSTED
 HZ2145* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 HZ2145  ______________________________________________________________________
 HZ2145  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 HZ2145  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 HZ2145  HORZ ORDER      -  THIRD
 HZ2145
 HZ2145.The horizontal coordinates were established by classical geodetic methods
 HZ2145.and adjusted by the National Geodetic Survey in May 1999.
 HZ2145
 HZ2145.The orthometric height was scaled from a topographic map.
 HZ2145
 HZ2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2145.GEOID18 height accuracy estimate available here.
 HZ2145
 HZ2145.Click photographs - Photos may exist for this station.
 HZ2145
 HZ2145.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2145
 HZ2145. The following values were computed from the NAD 83(1997) position.
 HZ2145
 HZ2145;                    North         East     Units Scale Factor Converg.
 HZ2145;SPC IN E     -   347,062.849    96,773.075   MT  0.99996679   -0 01 22.5
 HZ2145;SPC IN E     - 1,138,655.36    317,496.33   sFT  0.99996679   -0 01 22.5
 HZ2145;SPC KY1Z     - 1,226,538.223 1,504,054.727   MT  0.99994265   +0 01 42.6
 HZ2145;SPC KY1Z     - 4,024,067.49  4,934,552.88   sFT  0.99994265   +0 01 42.6
 HZ2145;SPC KY N     -    98,069.071   372,989.007   MT  0.99996338   -0 54 15.2
 HZ2145;SPC KY N     -   321,748.28  1,223,714.77   sFT  0.99996338   -0 54 15.2
 HZ2145;UTM  16      - 4,248,163.357   613,241.782   MT  0.99975793   +0 48 17.6
 HZ2145
 HZ2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2145!SPC IN E     -   0.99998127  x   0.99996679  =   0.99994806
 HZ2145!SPC KY1Z     -   0.99998127  x   0.99994265  =   0.99992392
 HZ2145!SPC KY N     -   0.99998127  x   0.99996338  =   0.99994465
 HZ2145!UTM  16      -   0.99998127  x   0.99975793  =   0.99973920
 HZ2145
 HZ2145:                Primary Azimuth Mark                     Grid Az
 HZ2145:SPC IN E     -  TT 2 D                                   050 05 33.3
 HZ2145:SPC KY1Z     -  TT 2 D                                   050 02 28.2
 HZ2145:SPC KY N     -  TT 2 D                                   050 58 26.0
 HZ2145:UTM  16      -  TT 2 D                                   049 15 53.2
 HZ2145
 HZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1324148163(NAD 83)
 HZ2145
 HZ2145|---------------------------------------------------------------------|
 HZ2145| PID    Reference Object                     Distance      Geod. Az  |
 HZ2145|                                                           dddmmss.s |
 HZ2145| HZ2158 TT 2 D                              442.000 METERS 0500410.8 |
 HZ2145| HZ2133 INDIANA ORD WKS 6012 SANI TANK      APPROX. 1.2 KM 1241426.5 |
 HZ2145| HZ2134 INDIANA ORD WKS 6013 SANI TANK      APPROX. 2.1 KM 1315601.7 |
 HZ2145| CG8022 HILTON RM 1                           9.202 METERS 22051     |
 HZ2145| CG8023 HILTON RM 2                           8.457 METERS 33245     |
 HZ2145|---------------------------------------------------------------------|
 HZ2145
 HZ2145                          SUPERSEDED SURVEY CONTROL
 HZ2145
 HZ2145  NAD 83(1993)-  38 22 28.20203(N)    085 42 12.94580(W) AD(       ) 3
 HZ2145  NAD 83(1986)-  38 22 28.20514(N)    085 42 12.95217(W) AD(       ) 3
 HZ2145  NAD 27      -  38 22 27.96800(N)    085 42 13.08700(W) AD(       ) 3
 HZ2145
 HZ2145.Superseded values are not recommended for survey control.
 HZ2145
 HZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2145.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2145
 HZ2145_MARKER: DS = TRIANGULATION STATION DISK
 HZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2145_STAMPING: HILTON 1947
 HZ2145_MARK LOGO: CGS
 HZ2145_PROJECTION: FLUSH
 HZ2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2145+STABILITY: SURFACE MOTION
 HZ2145
 HZ2145  HISTORY     - Date     Condition        Report By
 HZ2145  HISTORY     - 1947     MONUMENTED       CGS
 HZ2145  HISTORY     - 1977     GOOD             NGS
 HZ2145
 HZ2145                          STATION DESCRIPTION
 HZ2145
 HZ2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2145'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CHARLESTOWN,
 HZ2145'3.5 MILES SOUTHEAST OF SELLERSBURG, 0.3 MILE WEST OF STATE
 HZ2145'HIGHWAY 62, AND 0.25 MILE SOUTHWEST OF THE UTICA CONSOLIDATED SCHOOL
 HZ2145'BUILDING. IT IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 HZ2145'20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A MACADAM ROAD, 33 FEET
 HZ2145'NORTH OF A WITNESS POST, 9 FEET SOUTHWEST OF A TELEPHONE
 HZ2145'POLE NO. 190, 5 FEET SOUTH OF A FENCE LINE AND 4 FEET WEST OF A FENCE
 HZ2145'LINE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ2145'HILTON 1947.
 HZ2145'
 HZ2145'REFERENCE MARK NO. 1 IS 30.19 FEET SOUTHWEST OF THE STATION, 17 FEET
 HZ2145'WEST OF THE APPROXIMATE CENTERLINE OF A MACADAM ROAD, 3 FEET
 HZ2145'NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE. THE MARK IS
 HZ2145'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HILTON NO 1
 HZ2145'1947.
 HZ2145'
 HZ2145'REFERENCE MARK NO 2 IS 27.75 FEET NORTHWEST OF THE STATION, AND 1
 HZ2145'FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND,
 HZ2145'AND THE DISK IS STAMPED HILTON NO 2 1947.
 HZ2145'
 HZ2145'TT 2D 1937 U.S.G.S. WAS USED AS THE AZIMUTH MARK. IT IS 0.25 MILE
 HZ2145'NORTHEAST OF THE STATION, 57 FEET EAST OF THE APPROXIMATE
 HZ2145'CENTERLINE OF A MACADAM ROAD, 46 FEET WEST OF THE SOUTHWEST CORNER OF
 HZ2145'THE UTICA CONSOLIDATED SCHOOL BUILDING, 14 FEET NORTH OF THE
 HZ2145'APPROXIMATE CENTERLINE OF THE SCHOOL DRIVEWAY, AND 4 FEET NORTH OF
 HZ2145'HEDGE ROW. THE MARK IS A 5 BY 5 INCH PRECAST CONCRETE MARKER WITH
 HZ2145'STANDARD U.S.G.S. DISK. THE MARK PROJECTS 1 INCH, AND THE DISK IS
 HZ2145'STAMPED TT 2D 1937 513. THE 513 STAMPING ON THE DISK IS THE FEET
 HZ2145'ELEVATION.
 HZ2145'
 HZ2145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 3 ON
 HZ2145'THE SOUTHERN EDGE OF CHARLESTOWN, GO SOUTHWEST ON STATE HIGHWAY
 HZ2145'62 FOR 4.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 HZ2145'A CROSSROAD, TURN LEFT AND GO 0.05 MILE TO THE UTICA
 HZ2145'CONSOLIDATED SCHOOL ON THE LEFT AND TT 2D 1937 USGS ON THE LEFT AS
 HZ2145'DESCRIBED. CONTINUE ON IN A SOUTHERLY DIRECTION FOR 0.25 MILE TO
 HZ2145'THE STATION ON THE RIGHT.
 HZ2145'
 HZ2145'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HILTON TO
 HZ2145'TT 2D 1937 USGS. IT IS 441.997 METERS 1450.12 FEET NORTHEAST
 HZ2145'OF THE STATION.
 HZ2145'
 HZ2145'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ2145
 HZ2145                          STATION RECOVERY (1977)
 HZ2145
 HZ2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ2145'THE STATION MARK WAS FOUND IN GOOD CONDITION, REFERENCE MARKS 1
 HZ2145'AND 2 WERE FOUND IN GOOD CONDITION BUT ARE NOW UNDERGROUND.  TT 2D
 HZ2145'1937 (USGS) FOUND IN GOOD CONDITION, BUT APPEARED TO HAVE BEEN HIT
 HZ2145'SOME TIMES.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE
 HZ2145'DIRECTION WAS LARGER TO REFERENCE MARK 2 BY 3-MINUTES AND 53
 HZ2145'SECONDS.  THE DIRECTION TO REFERENCE MARK 1 WAS SMALLER BY
 HZ2145'5-MINUTES AND 41 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 HZ2145'
 HZ2145'THE STATION IS 3-1/2 MILES MILES SOUTHEAST OF SELLERSBURG.  0.25 MILE
 HZ2145'SOUTHWEST OF THE UTICA CONSOLIDATED SCHOOL HOUSE, IN THE NORTHEAST
 HZ2145'CORNER OF OF A CULTIVATED FIELD AND ON PROPERTY OWNED BY MRS.
 HZ2145'KATHRYN KURTZ.  IT IS 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 9
 HZ2145'FEET WEST OF TELEPHONE POLE NUMBER 199, 6 FEET SOUTH OF A
 HZ2145'FENCELINE, 6 FEET WEST OF A METAL WITNESS POST AND 4 FEET WEST
 HZ2145'OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK STAMPED HILTON
 HZ2145'1947.
 HZ2145'
 HZ2145'REFERENCE MARK 1 IS 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 34
 HZ2145'FEET WEST OF THE METAL WITNESS POST AND 2 FEET WEST OF A
 HZ2145'FENCELINE.  THE MARK IS UNDERGROUND 6 INCHES AND THE DISK STAMPED
 HZ2145'HILTON NO 1 1947.
 HZ2145'
 HZ2145'REFERENCE MARK 2 IS 32 FEET NORTHWEST OF A METAL WITNESS POST AND
 HZ2145'1-FOOT WEST OF A FENCELINE.  THE MARK IS UNDERGROUND 8 INCHES AND
 HZ2145'THE DISK STAMPED HILTON NO 2 1947.
 HZ2145'
 HZ2145'TT 2D (USGS) IS 56 FEET EAST OF THE CENTERLINE OF THE ROAD, 46 FEET
 HZ2145'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 15 FEET NORTH OF THE
 HZ2145'CENTERLINE OF THE SCHOOL DRIVEWAY AND 47 FEET SOUTHEAST OF A FIRE
 HZ2145'HYDRANT AND IN THE SOUTHWEST CORNER OF THE SCHOOLS PAVED PARKING
 HZ2145'LOT.  THE MARK IS A 5X5 INCH PRECAST CONCRETE MARKER WITH A
 HZ2145'U.S.G.S. DISK STAMPED TT 2D 1937 513.  THE MARK PROJECTS
 HZ2145'2-INCHES.
 HZ2145'
 HZ2145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 3
 HZ2145'IN THE SOUTH PART OF CHARLESTOWN, GO SOUTHWEST ON HIGHWAY 62 FOR
 HZ2145'4.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.3 MILE TO A
 HZ2145'CROSSROADS.  TURN LEFT AND GO 0.05 MILE TO THE CONSOLIDATED SCHOOL
 HZ2145'ON THE LEFT AND TT 2D (USGS) AS DESCRIBED.  CONTINUE AHEAD FOR
 HZ2145'0.25 MILE TO THE STATION ON THE RIGHT AT FENCE CORNER AS
 HZ2145'DESCRIBED.
 HZ2145'
 HZ2145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 HZ2145'SOUTHEAST OF SELLERSBURG.
 HZ2145'
 HZ2145'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1900 ***********************************************************************
 JA1900  DESIGNATION -  HINDOSTAN
 JA1900  PID         -  JA1900
 JA1900  STATE/COUNTY-  IN/ORANGE
 JA1900  COUNTRY     -  US
 JA1900  USGS QUAD   -  GEORGIA (2019)
 JA1900
 JA1900                         *CURRENT SURVEY CONTROL
 JA1900  ______________________________________________________________________
 JA1900* NAD 83(1997) POSITION- 38 39 54.45976(N) 086 36 02.02122(W)   ADJUSTED
 JA1900* NAVD 88 ORTHO HEIGHT -   280.13  (+/-2cm)      919.1   (feet) VERTCON3
 JA1900  ______________________________________________________________________
 JA1900  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 JA1900  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JA1900  HORZ ORDER      -  THIRD
 JA1900  VERT ORDER      -  THIRD ? (See Below)
 JA1900
 JA1900.The horizontal coordinates were established by classical geodetic methods
 JA1900.and adjusted by the National Geodetic Survey in May 1999.
 JA1900
 JA1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1900
 JA1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1900.GEOID18 height accuracy estimate available here.
 JA1900
 JA1900.The vertical order pertains to the NGVD 29 superseded value.
 JA1900
 JA1900.Click photographs - Photos may exist for this station.
 JA1900
 JA1900.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1900
 JA1900. The following values were computed from the NAD 83(1997) position.
 JA1900
 JA1900;                    North         East     Units Scale Factor Converg.
 JA1900;SPC IN W     -   379,433.185   942,015.914   MT  0.99998840   +0 18 05.8
 JA1900;SPC IN W     - 1,244,857.04  3,090,597.21   sFT  0.99998840   +0 18 05.8
 JA1900;UTM  16      - 4,279,692.194   534,750.591   MT  0.99961487   +0 14 58.4
 JA1900
 JA1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1900!SPC IN W     -   0.99996123  x   0.99998840  =   0.99994963
 JA1900!UTM  16      -   0.99996123  x   0.99961487  =   0.99957612
 JA1900
 JA1900:                Primary Azimuth Mark                     Grid Az
 JA1900:SPC IN W     -  HINDOSTAN AZ MK                          213 07 02.7
 JA1900:UTM  16      -  HINDOSTAN AZ MK                          213 10 10.1
 JA1900
 JA1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3475079692(NAD 83)
 JA1900
 JA1900|---------------------------------------------------------------------|
 JA1900| PID    Reference Object                     Distance      Geod. Az  |
 JA1900|                                                           dddmmss.s |
 JA1900| CG8025 HINDOSTAN RM 1                        9.321 METERS 06035     |
 JA1900| CG8024 HINDOSTAN AZ MK                                    2132508.5 |
 JA1900| CG8026 HINDOSTAN RM 2                       10.705 METERS 31332     |
 JA1900|---------------------------------------------------------------------|
 JA1900
 JA1900                          SUPERSEDED SURVEY CONTROL
 JA1900
 JA1900  NAD 83(1986)-  38 39 54.46576(N)    086 36 02.02352(W) AD(       ) 3
 JA1900  NAD 27      -  38 39 54.27700(N)    086 36 02.04600(W) AD(       ) 3
 JA1900  NGVD 29             280.25   (m)          919.5    (f) LEVELING    3  
 JA1900
 JA1900.Superseded values are not recommended for survey control.
 JA1900
 JA1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1900.See file dsdata.pdf to determine how the superseded data were derived.
 JA1900
 JA1900_MARKER: DS = TRIANGULATION STATION DISK
 JA1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1900_STAMPING: HINDOSTAN 1946
 JA1900_MARK LOGO: CGS
 JA1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1900+STABILITY: SURFACE MOTION
 JA1900
 JA1900  HISTORY     - Date     Condition        Report By
 JA1900  HISTORY     - 1946     MONUMENTED       CGS
 JA1900  HISTORY     - 1967     GOOD             CGS
 JA1900
 JA1900                          STATION DESCRIPTION
 JA1900
 JA1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1900'STATION IS ON A BARE ERODED HILL NEAR THE SOUTH END OF A PROMINENT
 JA1900'RANGE OF TIMBERED HILLS, ABOUT 6 MILES AIRLINE NORTH FROM PROSPECT AND
 JA1900'3 MILES NORTHWEST FROM ORANGEVILLE.  IT IS ABOUT 150 YARDS SOUTH FROM
 JA1900'HINDOSTAN SCHOOL AND 0.25 MILE EAST FROM A SMALL STORE AT THE
 JA1900'CROSSROAD, 8 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 JA1900'PROJECTS 6 INCHES AND THE DISK IS STAMPED HINDOSTAN 1946.
 JA1900'
 JA1900'REFERENCE MARK NO 1 IS 30.58 FEET EAST-NORTHEAST OF THE STATION.  THE
 JA1900'MARK PROJECTS 6 INCHES AND DISK IS STAMPED HINDOSTAN NO 1 1946.
 JA1900'
 JA1900'REFERENCE MARK NO 2 IS 35.12 FEET NORTHWEST OF THE STATION, THE MARK
 JA1900'PROJECTS 6 INCHES AND THE DISK IS STAMPED HINDOSTAN NO 2 1946.
 JA1900'
 JA1900'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 22 FEET
 JA1900'SOUTHWEST OF A DIRT ROAD AND 2.2 FEET EAST OF A WHITE WITNESS POST.
 JA1900'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HINDOSTAN 1946.
 JA1900'
 JA1900'TO REACH THE STATION FROM PROSPECT, GO EAST ON STATE HIGHWAY 150 FOR
 JA1900'1.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE GRAVEL
 JA1900'ROAD NORTH AND NORTHEAST 4.7 MILES TO THE VILLAGE OF ORANGEVILLE.
 JA1900'CONTINUE EAST AND NORTH 0.4 MILE, KEEP THE LEFT FORK AT THE NORTH SIDE
 JA1900'OF THE BRIDGE AND CONTINUE NORTH 1.2 MILES, TURN LEFT AT THE CHURCH
 JA1900'AND CEMETERY AND GO WEST AND NORTHWEST ON THE MAIN ROAD 2.85 MILES TO
 JA1900'A FORK ON A TIMBERED HILLSIDE, TAKE THE LEFT FORK AND GO WEST 0.3 MILE
 JA1900'TO THE SCHOOL ON THE RIGHT AND THE STATION ON THE BARE HILL ON THE
 JA1900'LEFT OR SOUTH.
 JA1900'
 JA1900'TO REACH THE AZIMUTH FROM THE CHURCH GO WEST 0.3 MILE TO A SMALL STORE
 JA1900'ON THE LEFT, TURN LEFT ON A DIRT ROAD ALONGSIDE THE STORE AND GO SOUTH
 JA1900'0.3 MILE AND THE AZIMUTH IS ON THE RIGHT.
 JA1900'
 JA1900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1900
 JA1900                          STATION RECOVERY (1967)
 JA1900
 JA1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1900'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS
 JA1900'DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH THE
 JA1900'BELOW CHANGE.  THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS
 JA1900'POST AND 36 FEET SOUTHWEST OF A FENCE CORNER.  THE SCHOOL HOUSE IS NO
 JA1900'LONGER IN USE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0899 ***********************************************************************
 MD0899  DESIGNATION -  HIVELY 2
 MD0899  PID         -  MD0899
 MD0899  STATE/COUNTY-  IN/WHITLEY
 MD0899  COUNTRY     -  US
 MD0899  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0899
 MD0899                         *CURRENT SURVEY CONTROL
 MD0899  ______________________________________________________________________
 MD0899* NAD 83(1997) POSITION- 41 14 29.32672(N) 085 27 46.65472(W)   NO CHECK
 MD0899* NAVD 88 ORTHO HEIGHT -   288.75  (meters)      947.3   (feet) RESET
 MD0899  ______________________________________________________________________
 MD0899  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 MD0899  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 MD0899  HORZ ORDER      -  THIRD
 MD0899  VERT ORDER      -  THIRD
 MD0899
 MD0899.The horizontal coordinates were established by classical geodetic methods
 MD0899.and adjusted by the National Geodetic Survey in May 1999.
 MD0899
 MD0899.No horizontal observational check was made to the station.
 MD0899
 MD0899.The orthometric height was computed from unverified reset data.
 MD0899
 MD0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0899.GEOID18 height accuracy estimate available here.
 MD0899
 MD0899.Click photographs - Photos may exist for this station.
 MD0899
 MD0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0899
 MD0899. The following values were computed from the NAD 83(1997) position.
 MD0899
 MD0899;                    North         East     Units Scale Factor Converg.
 MD0899;SPC IN E     -   665,395.135   117,075.659   MT  0.99997025   +0 08 03.4
 MD0899;SPC IN E     - 2,183,050.54    384,105.72   sFT  0.99997025   +0 08 03.4
 MD0899;UTM  16      - 4,566,703.179   628,796.560   MT  0.99980416   +1 00 48.3
 MD0899
 MD0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0899!SPC IN E     -   0.99995988  x   0.99997025  =   0.99993013
 MD0899!UTM  16      -   0.99995988  x   0.99980416  =   0.99976404
 MD0899
 MD0899:                Primary Azimuth Mark                     Grid Az
 MD0899:SPC IN E     -  HIVELY 2 AZ MK                           005 10 59.9
 MD0899:UTM  16      -  HIVELY 2 AZ MK                           004 18 15.0
 MD0899
 MD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2879666703(NAD 83)
 MD0899
 MD0899|---------------------------------------------------------------------|
 MD0899| PID    Reference Object                     Distance      Geod. Az  |
 MD0899|                                                           dddmmss.s |
 MD0899| CC9359 HIVELY 2 AZ MK                                     0051903.3 |
 MD0899| MD1606 HIVELY                                9.492 METERS 08919     |
 MD0899| MD0900 HIVELY 2 RM 3                        37.143 METERS 09224     |
 MD0899| CC9357 HIVELY AZ MK                                       1760135.3 |
 MD0899| MD0898 N 196 RESET                          13.827 METERS 27342     |
 MD0899|---------------------------------------------------------------------|
 MD0899
 MD0899                          SUPERSEDED SURVEY CONTROL
 MD0899
 MD0899  NAD 83(1995)-  41 14 29.32578(N)    085 27 46.66420(W) AD(       ) 3
 MD0899  NAD 83(1986)-  41 14 29.32546(N)    085 27 46.66851(W) AD(       ) 3
 MD0899  NAD 27      -  41 14 29.15535(N)    085 27 46.74219(W) AD(       ) 3
 MD0899  NGVD 29 (??/??/??)  288.91   (m)          947.9    (f) RESET       3  
 MD0899  NGVD 29             288.91   (m)          947.9    (f) LEVELING    3  
 MD0899
 MD0899.Superseded values are not recommended for survey control.
 MD0899
 MD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0899.See file dsdata.pdf to determine how the superseded data were derived.
 MD0899
 MD0899_MARKER: DS = TRIANGULATION STATION DISK
 MD0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0899_STAMPING: HIVELY 2 1966
 MD0899_MARK LOGO: CGS
 MD0899_PROJECTION: FLUSH
 MD0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0899+STABILITY: SURFACE MOTION
 MD0899
 MD0899  HISTORY     - Date     Condition        Report By
 MD0899  HISTORY     - 1966     MONUMENTED       CGS
 MD0899  HISTORY     - 1966     GOOD             CGS
 MD0899  HISTORY     - 1975     GOOD             LOCENG
 MD0899
 MD0899                          STATION DESCRIPTION
 MD0899
 MD0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MD0899'THE STATION IS LOCATED 6.3 MILES NORTH OF COLUMBIA CITY, 3.8 MILES
 MD0899'SOUTHWEST OF MERRIAM, ON THE WEST SIDE OF STATE HIGHWAY 9, 0.4 MILE
 MD0899'NORTH OF THE JUNCTION OF STATE HIGHWAY 9 AND STATE HIGHWAY 102, AND ON
 MD0899'LAND OWNED BY MR. CHARLES A. MILLER.
 MD0899'
 MD0899'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA CITY, GO NORTH ON
 MD0899'STATE HIGHWAY 9 FOR 5.9 MILES TO THE JUNCTION WITH STATE HIGHWAY 102.
 MD0899'CONTINUE NORTH ON STATE HIGHWAY 9 FOR 0.4 MILE TO THE STATION ON THE
 MD0899'LEFT.
 MD0899'
 MD0899'STATION MARKS ARE STANDARD DISKS STAMPED HIVELY 2 1966.  THE SURFACE
 MD0899'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MD0899'THE SURFACE OF THE GROUND.  IT IS 71.5 FEET WEST OF THE CENTER OF
 MD0899'STATE HIGHWAY 9, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PORCH
 MD0899'ON MR. CHARLES A. MILLERS HOUSE, AND 4 FEET SOUTH OF A FENCE.  THE
 MD0899'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES
 MD0899'BELOW THE SURFACE OF THE GROUND.
 MD0899'
 MD0899'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HIVELY 2 NO 1966, IS SET
 MD0899'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MD0899'50 FEET EAST OF THE CENTER OF STATE HIGHWAY 9 AND 1.5 FEET SOUTH OF A
 MD0899'METAL WITNESS POST.
 MD0899'
 MD0899'BENCH MARK N 196 RESET (REFERENCE MARK NO. 4)  IS A STANDARD U.S.
 MD0899'COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED N 196 RESET 1966,
 MD0899'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 MD0899'SURFACE OF THE GROUND.  IT IS 117 FEET WEST OF THE CENTER OF STATE
 MD0899'HIGHWAY 9, 38 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 MD0899'PORCH, 2 FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, AND 1
 MD0899'FOOT SOUTH OF A FENCE.
 MD0899'
 MD0899'AZIMUTH MARK, A STANDARD DISK STAMPED HIVELY 2 1966, IS SET IN THE TOP
 MD0899'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 50 FEET EAST
 MD0899'OF THE CENTER OF STATE HIGHWAY 9 AND 1.5 FEET SOUTH OF A METAL WITNESS
 MD0899'POST.
 MD0899'
 MD0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 MD0899'9 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MD0899'
 MD0899'NOTE-THE STATION MARK AND REFERENCE MARK NO. 3 ARE ALSO BENCH MARKS.
 MD0899
 MD0899                          STATION RECOVERY (1966)
 MD0899
 MD0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0899'3.8 MI SW FROM MERRIAM.
 MD0899'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0899'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 0.4 MILE NORTH OF THE
 MD0899'JUNCTION OF STATE HIGHWAY 102 AND THE ST. JOHNS U.B. CHURCH, 71.5
 MD0899'FEET WEST OF THE CENTER OF STATE HIGHWAY 9, 65 FEET NORTHEAST OF
 MD0899'THE NORTHEAST CORNER OF MR. CHARLES A. MILLERS HOUSE, 4 FEET
 MD0899'SOUTH OF A FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST
 MD0899'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MD0899
 MD0899                          STATION RECOVERY (1975)
 MD0899
 MD0899'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ELM)
 MD0899'HIVELY - 2 RECOVERED EXCELLENT.
 MD0899'
 MD0899'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.3 MILES NORTH OF COLUMBIA
 MD0899'CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0900 ***********************************************************************
 MD0900  DESIGNATION -  HIVELY 2 RM 3
 MD0900  PID         -  MD0900
 MD0900  STATE/COUNTY-  IN/WHITLEY
 MD0900  COUNTRY     -  US
 MD0900  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0900
 MD0900                         *CURRENT SURVEY CONTROL
 MD0900  ______________________________________________________________________
 MD0900* NAD 83(1986) POSITION- 41 14 29.28   (N) 085 27 45.06   (W)   HD_HELD1
 MD0900* NAVD 88 ORTHO HEIGHT -   288.29  (meters)      945.8   (feet) RESET
 MD0900  ______________________________________________________________________
 MD0900  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 MD0900  VERT ORDER      -  THIRD
 MD0900
 MD0900.The horizontal coordinates were determined by differentially corrected
 MD0900.hand held GPS observations or other comparable positioning techniques
 MD0900.and have an estimated accuracy of +/- 3 meters.
 MD0900
 MD0900.The orthometric height was computed from unverified reset data.
 MD0900
 MD0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0900.GEOID18 height accuracy estimate available here.
 MD0900
 MD0900.Click photographs - Photos may exist for this station.
 MD0900
 MD0900;                    North         East    Units  Estimated Accuracy
 MD0900;SPC IN E     -   665,393.8     117,112.8     MT  (+/- 3 meters HH1 GPS) 
 MD0900
 MD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2883366702(NAD 83)
 MD0900
 MD0900                          SUPERSEDED SURVEY CONTROL
 MD0900
 MD0900  NGVD 29 (??/??/??)  288.44   (m)          946.3    (f) RESET       3  
 MD0900
 MD0900.Superseded values are not recommended for survey control.
 MD0900
 MD0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0900.See file dsdata.pdf to determine how the superseded data were derived.
 MD0900
 MD0900_MARKER: DR = REFERENCE MARK DISK
 MD0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0900_STAMPING: HIVELY 2 NO 3 1966
 MD0900_MARK LOGO: CGS
 MD0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0900+STABILITY: SURFACE MOTION
 MD0900
 MD0900  HISTORY     - Date     Condition        Report By
 MD0900  HISTORY     - 1966     MONUMENTED       CGS
 MD0900
 MD0900                          STATION DESCRIPTION
 MD0900
 MD0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MD0900'3.8 MI SW FROM MERRIAM.
 MD0900'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0900'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 0.4 MILE NORTH OF THE
 MD0900'JUNCTION OF STATE HIGHWAY 102 AND THE ST. JOHN U.B. CHURCH, 50
 MD0900'FEET EAST OF THE CENTER OF STATE HIGHWAY 9, 1.5 FEET SOUTH OF A
 MD0900'METAL WITNESS POST, AND IS SET IN THE TOP OF A SQUARE CONCRETE
 MD0900'POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8503 ***********************************************************************
 AE8503  CBN         -  This is a Cooperative Base Network Control Station.
 AE8503  DESIGNATION -  HM 18
 AE8503  PID         -  AE8503
 AE8503  STATE/COUNTY-  IN/HAMILTON
 AE8503  COUNTRY     -  US
 AE8503  USGS QUAD   -  NOBLESVILLE (2019)
 AE8503
 AE8503                         *CURRENT SURVEY CONTROL
 AE8503  ______________________________________________________________________
 AE8503* NAD 83(2011) POSITION- 40 02 33.48818(N) 086 00 41.19530(W)   ADJUSTED
 AE8503* NAD 83(2011) ELLIP HT-   200.666 (meters)        (06/27/12)   ADJUSTED
 AE8503* NAD 83(2011) EPOCH   -  2010.00
 AE8503* NAVD 88 ORTHO HEIGHT -   234.743 (meters)      770.15  (feet) ADJUSTED
 AE8503  ______________________________________________________________________
 AE8503  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 AE8503  NAD 83(2011) X  -    340,122.159 (meters)                     COMP
 AE8503  NAD 83(2011) Y  - -4,877,973.566 (meters)                     COMP
 AE8503  NAD 83(2011) Z  -  4,081,740.029 (meters)                     COMP
 AE8503  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AE8503  DYNAMIC HEIGHT  -        234.615 (meters)      769.73  (feet) COMP
 AE8503  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 AE8503
 AE8503  VERT ORDER      -  THIRD
 AE8503
 AE8503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8503  Standards:
 AE8503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8503  -------------------------------------------------------------------
 AE8503  NETWORK    0.73   1.45           0.34   0.23   0.74     -0.09628016
 AE8503  -------------------------------------------------------------------
 AE8503  Click here for local accuracies and other accuracy information.
 AE8503
 AE8503.The horizontal coordinates were established by GPS observations
 AE8503.and adjusted by the National Geodetic Survey in June 2012.
 AE8503
 AE8503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8503.been affixed to the stable North American tectonic plate. See 
 AE8503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8503
 AE8503.The horizontal coordinates are valid at the epoch date displayed above
 AE8503.which is a decimal equivalence of Year/Month/Day.
 AE8503
 AE8503.The orthometric height was determined by differential leveling and
 AE8503.adjusted by the NATIONAL GEODETIC SURVEY
 AE8503.in February 2010.
 AE8503
 AE8503.No vertical observational check was made to the station.
 AE8503
 AE8503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8503.GEOID18 height accuracy estimate available here.
 AE8503
 AE8503.Click photographs - Photos may exist for this station.
 AE8503
 AE8503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8503
 AE8503.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8503
 AE8503.The ellipsoidal height was determined by GPS observations
 AE8503.and is referenced to NAD 83.
 AE8503
 AE8503.The dynamic height is computed by dividing the NAVD 88
 AE8503.geopotential number by the normal gravity value computed on the
 AE8503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8503.degrees latitude (g = 980.6199 gals.).
 AE8503
 AE8503.The modeled gravity was interpolated from observed gravity values.
 AE8503
 AE8503. The following values were computed from the NAD 83(2011) position.
 AE8503
 AE8503;                    North         East     Units Scale Factor Converg.
 AE8503;SPC IN E     -   532,308.479    70,577.476   MT  0.99997732   -0 13 18.5
 AE8503;SPC IN E     - 1,746,415.40    231,552.94   sFT  0.99997732   -0 13 18.5
 AE8503;UTM  16      - 4,432,957.444   584,331.142   MT  0.99968755   +0 38 09.7
 AE8503
 AE8503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8503!SPC IN E     -   0.99996852  x   0.99997732  =   0.99994584
 AE8503!UTM  16      -   0.99996852  x   0.99968755  =   0.99965608
 AE8503
 AE8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8433132957(NAD 83)
 AE8503
 AE8503                          SUPERSEDED SURVEY CONTROL
 AE8503
 AE8503  NAD 83(2007)-  40 02 33.48824(N)    086 00 41.19625(W) AD(2002.00) 0
 AE8503  ELLIP H (02/10/07)  200.685  (m)                       GP(2002.00)    
 AE8503  NAD 83(1997)-  40 02 33.48841(N)    086 00 41.19604(W) AD(       ) B
 AE8503  ELLIP H (04/10/98)  200.687  (m)                       GP(       ) 4 1
 AE8503  NAVD 88 (04/10/98)  234.7    (m)  GEOID96  model used  GPS OBS        
 AE8503
 AE8503.Superseded values are not recommended for survey control.
 AE8503
 AE8503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8503.See file dsdata.pdf to determine how the superseded data were derived.
 AE8503
 AE8503_MARKER: A = ALUMINUM MARKER
 AE8503_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE8503+WITH SETTING: INFORMATION.
 AE8503_STAMPING: HAMILTON COUNTY SURVEYOR SECTION CORNER
 AE8503_MARK LOGO: HCS
 AE8503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8503+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 AE8503
 AE8503  HISTORY     - Date     Condition        Report By
 AE8503  HISTORY     - 1997     MONUMENTED       HCS
 AE8503  HISTORY     - 19970819 GOOD             SEC
 AE8503  HISTORY     - 19980318 GOOD             SEC
 AE8503  HISTORY     - 19980722 GOOD             WOOLPT
 AE8503
 AE8503                          STATION DESCRIPTION
 AE8503
 AE8503'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8503'THE STATION IS 0.20 MILES (0.32 KM) SOUTH OF NOBLESVILLE, 6 MILES (9.7
 AE8503'KM) NORTH OF FISHERS, 7 MILES (11.3 KM) NORTHEAST OF CARMEL.  TO REACH
 AE8503'THE STATION FROM THE JUNCTION OF STATE ROAD 37 AND STATE ROAD 32, GO
 AE8503'WEST ON STATE ROAD 32 FOR 0.90 MILES (1.45 KM) TO 10TH STREET IN
 AE8503'NOBLESVILLE.  TURN LEFT AND GO SOUTH FOR 0.10 MILES (0.16 KM) TO
 AE8503'HANNIBAL STREET.  TURN LEFT AND GO EAST FOR 200 FEET (61.0 M) TO A
 AE8503'PARK ON RIGHT AND STATION IS 144 FEET (43.9 M) SOUTH OF THE CENTERLINE
 AE8503'OF ROAD IN PUBLIC PARK.  THE STATION IS DOWN 10 INCHES IN A SLEEVED
 AE8503'CASING.  IT IS AN ALUMINUM DISC INSCRIBED HAMILTON COUNTY SURVEYOR
 AE8503'SECTION CORNER.  AZIMUTH 0 DEGREES 43.907 METERS (144.052 FT) TO
 AE8503'CENTERLINE OF ROAD, AZIMUTH 90 DEGREES 35.760 METERS (117.323 FT) TO
 AE8503'CENTERLINE OF ROAD, AZIMUTH 192 DEGREES 23.030 METERS (75.558 FT) TO
 AE8503'BASE AREA LIGHT, AZIMUTH 256 DEGREES 10.535 METERS (34.564 FT) TO BASE
 AE8503'AREA LIGHT.  NOTE--STATION IS A BERNTSEN ROD AND CAP G-1/G-2, SET 6
 AE8503'FEET (1.8 M) DEEP AND ONLY TOP 3 FEET (0.9 M) IS IN CONCRETE.
 AE8503
 AE8503                          STATION RECOVERY (1998)
 AE8503
 AE8503'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998
 AE8503'RECOVERED AS DESCRIBED.
 AE8503
 AE8503                          STATION RECOVERY (1998)
 AE8503
 AE8503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (KRB)
 AE8503'WOOLPERT LLP 1988 (KRB) RECOVERED AS DESCRIBED, EXCEPT THAT THE PARK
 AE8503'IS IDENTIFIED AS SEMINARY PARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2530 ***********************************************************************
 JZ2530  DESIGNATION -  HNY G 7
 JZ2530  PID         -  JZ2530
 JZ2530  STATE/COUNTY-  IN/HENRY
 JZ2530  COUNTRY     -  US
 JZ2530  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2530
 JZ2530                         *CURRENT SURVEY CONTROL
 JZ2530  ______________________________________________________________________
 JZ2530* NAD 83(1986) POSITION- 39 47 40.     (N) 085 32 11.     (W)   SCALED
 JZ2530* NAVD 88 ORTHO HEIGHT -   278.337 (meters)      913.18  (feet) ADJUSTED
 JZ2530  ______________________________________________________________________
 JZ2530  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 JZ2530  DYNAMIC HEIGHT  -        278.178 (meters)      912.66  (feet) COMP
 JZ2530  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 JZ2530
 JZ2530  VERT ORDER      -  SECOND    CLASS 0
 JZ2530
 JZ2530.The horizontal coordinates were scaled from a map and have
 JZ2530.an estimated accuracy of +/- 6 seconds.
 JZ2530
 JZ2530.The orthometric height was determined by differential leveling and
 JZ2530.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2530.in June 1991.
 JZ2530
 JZ2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2530.GEOID18 height accuracy estimate available here.
 JZ2530
 JZ2530.Click photographs - Photos may exist for this station.
 JZ2530
 JZ2530.The dynamic height is computed by dividing the NAVD 88
 JZ2530.geopotential number by the normal gravity value computed on the
 JZ2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2530.degrees latitude (g = 980.6199 gals.).
 JZ2530
 JZ2530.The modeled gravity was interpolated from observed gravity values.
 JZ2530
 JZ2530;                    North         East    Units  Estimated Accuracy
 JZ2530;SPC IN E     -   504,700.      111,160.      MT  (+/- 180 meters Scaled)
 JZ2530
 JZ2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK253059(NAD 83)
 JZ2530
 JZ2530                          SUPERSEDED SURVEY CONTROL
 JZ2530
 JZ2530  NGVD 29 (??/??/92)  278.464  (m)          913.59   (f) ADJ UNCH    2 0
 JZ2530
 JZ2530.Superseded values are not recommended for survey control.
 JZ2530
 JZ2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2530.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2530
 JZ2530_MARKER: DD = SURVEY DISK
 JZ2530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2530_SP_SET: BRIDGE
 JZ2530_STAMPING: HNY G 7
 JZ2530_MARK LOGO: INHD
 JZ2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2530
 JZ2530  HISTORY     - Date     Condition        Report By
 JZ2530  HISTORY     - UNK      MONUMENTED       INHD
 JZ2530  HISTORY     - 1947     GOOD             CGS
 JZ2530
 JZ2530                          STATION DESCRIPTION
 JZ2530
 JZ2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2530'0.5 MI W FROM KNIGHTSTOWN.
 JZ2530'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC LIBRARY
 JZ2530'AT KNIGHTSTOWN, IN THE WEST EDGE OF TOWN, SET IN THE TOP OF THE
 JZ2530'CONCRETE FOUNDATION OF THE NORTH BANISTER OF A CONCRETE ARCH
 JZ2530'BRIDGE, 17.2 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 JZ2530'TRAFFIC LANE OF THE HIGHWAY, 16 FEET EAST OF THE WEST END OF THE
 JZ2530'BRIDGE, 0.3 FOOT SOUTH OF THE NORTH CONCRETE BANISTER AND ABOUT
 JZ2530'0.5 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0989 ***********************************************************************
 ME0989  DESIGNATION -  HOBART
 ME0989  PID         -  ME0989
 ME0989  STATE/COUNTY-  IN/LAKE
 ME0989  COUNTRY     -  US
 ME0989  USGS QUAD   -  PORTAGE (2019)
 ME0989
 ME0989                         *CURRENT SURVEY CONTROL
 ME0989  ______________________________________________________________________
 ME0989* NAD 83(1997) POSITION- 41 33 03.25428(N) 087 14 25.63859(W)   ADJUSTED
 ME0989* NAVD 88 ORTHO HEIGHT -   189.652 (meters)      622.22  (feet) ADJUSTED
 ME0989  ______________________________________________________________________
 ME0989  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 ME0989  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 ME0989  DYNAMIC HEIGHT  -        189.580 (meters)      621.98  (feet) COMP
 ME0989  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 ME0989
 ME0989  HORZ ORDER      -  SECOND
 ME0989  VERT ORDER      -  FIRST     CLASS I
 ME0989
 ME0989.The horizontal coordinates were established by classical geodetic methods
 ME0989.and adjusted by the National Geodetic Survey in May 1999.
 ME0989
 ME0989.The orthometric height was determined by differential leveling and
 ME0989.adjusted by the NATIONAL GEODETIC SURVEY
 ME0989.in June 1991.
 ME0989
 ME0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0989.GEOID18 height accuracy estimate available here.
 ME0989
 ME0989.Click photographs - Photos may exist for this station.
 ME0989
 ME0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0989
 ME0989.The dynamic height is computed by dividing the NAVD 88
 ME0989.geopotential number by the normal gravity value computed on the
 ME0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0989.degrees latitude (g = 980.6199 gals.).
 ME0989
 ME0989.The modeled gravity was interpolated from observed gravity values.
 ME0989
 ME0989. The following values were computed from the NAD 83(1997) position.
 ME0989
 ME0989;                    North         East     Units Scale Factor Converg.
 ME0989;SPC IN W     -   699,751.053   886,891.642   MT  0.99996878   -0 06 15.2
 ME0989;SPC IN W     - 2,295,766.58  2,909,743.66   sFT  0.99996878   -0 06 15.2
 ME0989;UTM  16      - 4,599,943.474   479,946.662   MT  0.99960495   -0 09 34.2
 ME0989
 ME0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0989!SPC IN W     -   0.99997553  x   0.99996878  =   0.99994431
 ME0989!UTM  16      -   0.99997553  x   0.99960495  =   0.99958049
 ME0989
 ME0989:                Primary Azimuth Mark                     Grid Az
 ME0989:SPC IN W     -  HOBART AZ MK                             267 38 57.5
 ME0989:UTM  16      -  HOBART AZ MK                             267 42 16.5
 ME0989
 ME0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7994699943(NAD 83)
 ME0989
 ME0989|---------------------------------------------------------------------|
 ME0989| PID    Reference Object                     Distance      Geod. Az  |
 ME0989|                                                           dddmmss.s |
 ME0989| ME0990 HOBART RM 1                          25.700 METERS 11244     |
 ME0989| ME2487 HOBART MUNICIPAL TANK 2             APPROX. 2.7 KM 2535820.7 |
 ME0989| ME0987 HOBART AZ MK                                       2673242.3 |
 ME0989| ME2490 GARY RADIO STATION WGRY MAST        APPROX. 6.9 KM 2901211.2 |
 ME0989| ME2491 EAST GARY MUNICIPAL TANK            APPROX. 2.3 KM 3292220.9 |
 ME0989| ME0988 HOBART RM 2                          26.929 METERS 33652     |
 ME0989|---------------------------------------------------------------------|
 ME0989
 ME0989                          SUPERSEDED SURVEY CONTROL
 ME0989
 ME0989  NAD 83(1994)-  41 33 03.25958(N)    087 14 25.64355(W) AD(       ) 2
 ME0989  NAD 83(1986)-  41 33 03.25955(N)    087 14 25.64339(W) AD(       ) 2
 ME0989  NAD 27      -  41 33 03.13020(N)    087 14 25.51970(W) AD(       ) 2
 ME0989  NGVD 29 (??/??/92)  189.748  (m)          622.53   (f) ADJ UNCH    1 1
 ME0989  NGVD 29             189.75   (m)          622.5    (f) LEVELING    3  
 ME0989
 ME0989.Superseded values are not recommended for survey control.
 ME0989
 ME0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0989.See file dsdata.pdf to determine how the superseded data were derived.
 ME0989
 ME0989_MARKER: DS = TRIANGULATION STATION DISK
 ME0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0989_STAMPING: HOBART 1952
 ME0989_MARK LOGO: CGS
 ME0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0989+STABILITY: SURFACE MOTION
 ME0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0989+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0989
 ME0989  HISTORY     - Date     Condition        Report By
 ME0989  HISTORY     - 1952     MONUMENTED       CGS
 ME0989  HISTORY     - 1968     GOOD             CGS
 ME0989  HISTORY     - 1968     GOOD             CGS
 ME0989  HISTORY     - 1970     GOOD             NGS
 ME0989  HISTORY     - 1973     GOOD             LOCSUR
 ME0989  HISTORY     - 1977     GOOD             BRADY
 ME0989  HISTORY     - 1979     GOOD             NGS
 ME0989  HISTORY     - 19920902 GOOD             NGS
 ME0989  HISTORY     - 20121024 MARK NOT FOUND   INDOT
 ME0989  HISTORY     - 20210302 MARK NOT FOUND   IN-089
 ME0989
 ME0989                          STATION DESCRIPTION
 ME0989
 ME0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0989'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S.
 ME0989'HIGHWAY 6 AND STATE HIGHWAY 51 ABOUT 1 MILE NORTH OF HOBART.  IT IS
 ME0989'100 FEET NORTHEAST OF THE INTERSECTION, 50 FEET NORTHWEST OF A POWER
 ME0989'POLE AND 7 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 ME0989'6 INCHES AND THE DISK IS STAMPED HOBART 1952.
 ME0989'
 ME0989'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTER OF HIGHWAY 6 AND
 ME0989'38 FEET EAST OF A POWER POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME0989'THE DISK IS STAMPED HOBART NO 1 1952.
 ME0989'
 ME0989'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE CENTER OF HIGHWAY 51 AND 7
 ME0989'FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 ME0989'DISK IS STAMPED HOBART NO 2 1952.
 ME0989'
 ME0989'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 2 FEET NORTH
 ME0989'OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME0989'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HOBART 1952.
 ME0989'
 ME0989'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 6 FOR
 ME0989'0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME0989'
 ME0989'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0989
 ME0989                          STATION RECOVERY (1968)
 ME0989
 ME0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0989'3.4 MI N FROM HOBART.
 ME0989'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0989'THE STATION AT HOART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0989'STREET, THENCE 1.5 MILE EAST ALONG U.S. HIGHWAY 6, AT THE
 ME0989'INTERSECTION OF STATE HIGHWAY 51, IN SECTION 21, R 7 W, T 36 N,
 ME0989'100 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY INTERSECTION,
 ME0989'71 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 73 FEET
 ME0989'EAST OF THE CENTER LINE OF STATE HIGHWAY 51, ABOUT LEVEL WITH
 ME0989'THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0989'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0989
 ME0989                          STATION RECOVERY (1968)
 ME0989
 ME0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0989'THE STATION, REFERENCE MARK NO. 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 ME0989'RECOVERED AND IN GOOD CONDITION.  THE TO REACH GIVEN IN THE
 ME0989'DESCRIPTION IS ADEQUATE.
 ME0989
 ME0989                          STATION RECOVERY (1970)
 ME0989
 ME0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME0989'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 ME0989'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TO HAVE BEEN HIT AND
 ME0989'LEANING SLIGHTLY TO THE SOUTH BUT SOLID AT THIS TIME.  THE DISTANCE TO
 ME0989'BOTH MARKS CHECKED BUT THE DIRECTION BETWEEN THEM FAILED TO CHECK BY 4
 ME0989'IMINUTES AND THIS IS THOUGHT TO HAVE BEEN CAUSED BY REFERENCE MARK 1
 ME0989'BEING DISTURBED.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED
 ME0989'BY TREES AND BRUSH ABOUT 0.1 MILE WEST OF THE STATION AND WAS NOT
 ME0989'THOUGHT NECESSARY TO CLEAR THE LINE AT THIS TIME SINCE THE OBSTRUCTION
 ME0989'IS ON PRIVATE PROPERTY.  A NEW DESCRIPTION FOLLOWS-
 ME0989'
 ME0989'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF HOBART IN THE NORTHEAST
 ME0989'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 51 AND U.S. HIGHWAY 6, 2
 ME0989'FEET NORTHEAST OF A 10 INCH ELM TREE, 1 FOOT SOUTHWEST OF THE
 ME0989'SOUTHWEST EDGE OF A PAVED PARKING AREA, 73 FEET EAST OF THE CENTERLINE
 ME0989'OF HIGHWAY 51, 71 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 6
 ME0989'FEET NORTHWEST OF A CONCRETE BASE OF A METAL LIGHT POLE AND AT THE
 ME0989'SOUTHWEST EDGE OF A PAVED PARKING LOT OF JANSENS MICHIGAN FRUIT
 ME0989'MARKET.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HOBART
 ME0989'1952.
 ME0989'
 ME0989'REFERENCE MARK 1 IS 12 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, 43
 ME0989'FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 40 FEET NORTH OF THE
 ME0989'CENTERLINE OF HIGHWAY 6 AND 2 FEET SOUTH OF THE SOUTH EDGE OF THE
 ME0989'PARKING LOT.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME0989'HOBART NO 1 1952.
 ME0989'
 ME0989'REFERENCE MARK 2 IS 9 FEET SOUTH OF A POWER POLE, 36 FEET SOUTH OF THE
 ME0989'CENTERLINE OF A DRIVEWAY, 40 FEET EAST OF THE CENTERLINE OF HIGHWAY 51
 ME0989'AND 3 FEET WEST OF THE WEST EDGE OF THE PARKING LOT.  THE MONUMENT IS
 ME0989'FLUSH AND THE DISK IS STAMPED HOBART NO 2 1952.
 ME0989'
 ME0989'THE AZIMUTH MARK IS 0.5 MILE WEST ALONG HIGHWAY 6 FROM THE STATION, 1
 ME0989'FOOT NORTH OF A POWER POLE, 13 FEET WEST OF A FENCE CORNER, 36 FEET
 ME0989'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 121 FEET EAST OF THE
 ME0989'CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 ME0989'IS STAMPED HOBART 1952.
 ME0989'
 ME0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE NORTH
 ME0989'OF HOBART
 ME0989'
 ME0989'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
 ME0989
 ME0989                          STATION RECOVERY (1973)
 ME0989
 ME0989'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (SK)
 ME0989'RECOVERED BY KRULL AND SON INCORPORATED HOBART 1952 GOOD, WITNESS SIGN
 ME0989'SET 2 FT (0.6 M) SE HOBART 1952 (AZ MARK GOOD, WITNESS SIGN SET 1 FT
 ME0989'(0.3 M) SOUTH REFERENCE MARK NO. 1 AND NO. 2 MARKS FOUND (OK) DISTANCE
 ME0989'AND DIRECTION FROM NEAREST TOWN- 1 MI (1.6 KM) NORTH OF HOBART
 ME0989
 ME0989                          STATION RECOVERY (1977)
 ME0989
 ME0989'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (KM)
 ME0989'HOBART 1952 RECOVERED GOOD.  HOBART 1952 (AZIM) RECOVERED GOOD.
 ME0989'HOBART NO 1 1952 RECOVERED GOOD.  HOBART NO 2 1952 RECOVERED GOOD -
 ME0989'0.3 FEET BELOW GROUND.  DISTANCE AND DIRECTION FROM NEAREST TOWN--1
 ME0989'MILE N OF HOBART.
 ME0989
 ME0989                          STATION RECOVERY (1979)
 ME0989
 ME0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 ME0989'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION
 ME0989'AS PER 1970 DESCRIPTION.
 ME0989
 ME0989                          STATION RECOVERY (1992)
 ME0989
 ME0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0989'IN HOBART, AT THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 51
 ME0989'AND 130, 27.0 M (88.6 FT) SOUTHEAST OF REFERENCE MARK 2, 25.7 M
 ME0989'(84.3 FT) WEST OF REFERENCE MARK 1, 22.9 M (75.1 FT) NORTH OF THE
 ME0989'CENTERLINE OF THE U.S. HIGHWAY, 20.2 M (66.3 FT) EAST OF THE
 ME0989'CENTERLINE OF THE STATE HIGHWAYS, 1.6 M (5.2 FT) NORTHWEST OF A
 ME0989'UTILITY LIGHT POLE, 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 ME0989'A PARKING LOT, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAYS, AND THE
 ME0989'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 ME0989
 ME0989                          STATION RECOVERY (2012)
 ME0989
 ME0989'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0989'POSSIBLE DESTROYED DUE TO NEW CONSTUCTION
 ME0989
 ME0989                          STATION RECOVERY (2021)
 ME0989
 ME0989'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0989'NOT FOUND, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0987 ***********************************************************************
 ME0987  DESIGNATION -  HOBART AZ MK
 ME0987  PID         -  ME0987
 ME0987  STATE/COUNTY-  IN/LAKE
 ME0987  COUNTRY     -  US
 ME0987  USGS QUAD   -  PORTAGE (2019)
 ME0987
 ME0987                         *CURRENT SURVEY CONTROL
 ME0987  ______________________________________________________________________
 ME0987* NAD 83(1986) POSITION- 41 33 02.24   (N) 087 14 57.21   (W)   HD_HELD1
 ME0987* NAVD 88 ORTHO HEIGHT -   189.637 (meters)      622.17  (feet) ADJUSTED
 ME0987  ______________________________________________________________________
 ME0987  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 ME0987  DYNAMIC HEIGHT  -        189.565 (meters)      621.93  (feet) COMP
 ME0987  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 ME0987
 ME0987  VERT ORDER      -  FIRST     CLASS I
 ME0987
 ME0987.The horizontal coordinates were determined by differentially corrected
 ME0987.hand held GPS observations or other comparable positioning techniques
 ME0987.and have an estimated accuracy of +/- 3 meters.
 ME0987
 ME0987.The orthometric height was determined by differential leveling and
 ME0987.adjusted by the NATIONAL GEODETIC SURVEY
 ME0987.in June 1991.
 ME0987
 ME0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0987.GEOID18 height accuracy estimate available here.
 ME0987
 ME0987.Click photographs - Photos may exist for this station.
 ME0987
 ME0987.The dynamic height is computed by dividing the NAVD 88
 ME0987.geopotential number by the normal gravity value computed on the
 ME0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0987.degrees latitude (g = 980.6199 gals.).
 ME0987
 ME0987.The modeled gravity was interpolated from observed gravity values.
 ME0987
 ME0987;                    North         East    Units  Estimated Accuracy
 ME0987;SPC IN W     -   699,721.1     886,159.9     MT  (+/- 3 meters HH1 GPS) 
 ME0987
 ME0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7921599914(NAD 83)
 ME0987
 ME0987                          SUPERSEDED SURVEY CONTROL
 ME0987
 ME0987  NGVD 29 (??/??/92)  189.733  (m)          622.48   (f) ADJ UNCH    1 1
 ME0987
 ME0987.Superseded values are not recommended for survey control.
 ME0987
 ME0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0987.See file dsdata.pdf to determine how the superseded data were derived.
 ME0987
 ME0987_MARKER: DZ = AZIMUTH MARK DISK
 ME0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0987_STAMPING: HOBART 1952
 ME0987_MARK LOGO: CGS
 ME0987_PROJECTION: RECESSED 20 CENTIMETERS
 ME0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0987+STABILITY: SURFACE MOTION
 ME0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0987+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2024
 ME0987
 ME0987  HISTORY     - Date     Condition        Report By
 ME0987  HISTORY     - 1952     MONUMENTED       CGS
 ME0987  HISTORY     - 1968     GOOD             CGS
 ME0987  HISTORY     - 19920902 GOOD             NGS
 ME0987  HISTORY     - 20121024 GOOD             INDOT
 ME0987  HISTORY     - 20200227 GOOD             IN-089
 ME0987  HISTORY     - 20240811 GOOD             USPSQD
 ME0987
 ME0987                          STATION DESCRIPTION
 ME0987
 ME0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0987'2.8 MI NW FROM HOBART.
 ME0987'ABOUT 1.35 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0987'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0987'STREET, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 6, 0.5 MILE
 ME0987'WEST OF THE INTERSECTION OF STATE HIGHWAY 51, 0.1 MILE EAST OF
 ME0987'THE HIGHWAY BRIDGE OVER DEEP RIVER, IN SECTION 29, R 7 W, T 36 N,
 ME0987'NEAR THE NORTHEAST CORNER OF A LAWN, 38 FEET SOUTH OF THE
 ME0987'CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF THE NORTHEAST CORNER
 ME0987'OF THE LAWN, 1 1/2 FEET NORTH OF A POWER LINE POLE, ABOUT
 ME0987'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME0987'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0987
 ME0987                          STATION RECOVERY (1992)
 ME0987
 ME0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0987'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0987'HOBART, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG RIDGE ROAD,
 ME0987'THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG WISCONSIN AVENUE, THENCE 1.7
 ME0987'KM (1.05 MI) EASTERLY ALONG 37TH AVENUE, 37.6 M (123.4 FT) EAST OF
 ME0987'THE CENTER OF A DRIVEWAY, 5.4 M (17.7 FT) WEST OF UTILITY POLE NUMBER
 ME0987'859-663, 4.0 M (13.1 FT) WEST OF THE NORTH END OF A CHAIN-LINK FENCE,
 ME0987'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 ME0987'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 ME0987
 ME0987                          STATION RECOVERY (2012)
 ME0987
 ME0987'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0987'RECOVERED IN GOOD CONDITION.
 ME0987
 ME0987                          STATION RECOVERY (2020)
 ME0987
 ME0987'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME0987'RECOVERED IN GOOD CONDITION.
 ME0987
 ME0987                          STATION RECOVERY (2024)
 ME0987
 ME0987'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME0987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2487 ***********************************************************************
 ME2487  DESIGNATION -  HOBART MUNICIPAL TANK 2
 ME2487  PID         -  ME2487
 ME2487  STATE/COUNTY-  IN/LAKE
 ME2487  COUNTRY     -  US
 ME2487  USGS QUAD   -  GARY (2019)
 ME2487
 ME2487                         *CURRENT SURVEY CONTROL
 ME2487  ______________________________________________________________________
 ME2487* NAD 83(1997) POSITION- 41 32 39.19327(N) 087 16 17.05836(W)   ADJUSTED
 ME2487  ______________________________________________________________________
 ME2487  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 ME2487  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 ME2487  HORZ ORDER      -  THIRD
 ME2487
 ME2487.The horizontal coordinates were established by classical geodetic methods
 ME2487.and adjusted by the National Geodetic Survey in May 1999.
 ME2487
 ME2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2487.GEOID18 height accuracy estimate available here.
 ME2487
 ME2487.Click photographs - Photos may exist for this station.
 ME2487
 ME2487.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2487
 ME2487. The following values were computed from the NAD 83(1997) position.
 ME2487
 ME2487;                    North         East     Units Scale Factor Converg.
 ME2487;SPC IN W     -   699,013.924   884,307.935   MT  0.99996970   -0 07 29.0
 ME2487;SPC IN W     - 2,293,348.18  2,901,266.95   sFT  0.99996970   -0 07 29.0
 ME2487;UTM  16      - 4,599,209.105   477,363.184   MT  0.99960631   -0 10 48.0
 ME2487
 ME2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7736399209(NAD 83)
 ME2487
 ME2487                          SUPERSEDED SURVEY CONTROL
 ME2487
 ME2487  NAD 83(1994)-  41 32 39.19854(N)    087 16 17.06414(W) AD(       ) 3
 ME2487  NAD 83(1986)-  41 32 39.19844(N)    087 16 17.06396(W) AD(       ) 3
 ME2487  NAD 27      -  41 32 39.06900(N)    087 16 16.93300(W) AD(       ) 3
 ME2487
 ME2487.Superseded values are not recommended for survey control.
 ME2487
 ME2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2487.See file dsdata.pdf to determine how the superseded data were derived.
 ME2487
 ME2487_MARKER: 53 = ELEVATED TANK
 ME2487
 ME2487  HISTORY     - Date     Condition        Report By
 ME2487  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2487
 ME2487                          STATION DESCRIPTION
 ME2487
 ME2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2487'STATION IS LOCATED IN THE NORTHWEST SECTION OF HOBART, ABOUT
 ME2487'0.05 MILE WEST OF
 ME2487'WISCONSIN STREET AND 100 FEET SOUTH OF THE PENNSYLVANIA RAILROAD
 ME2487'TRACKS.  IT IS A SPHERICAL TANK ATOP A
 ME2487'SELF SUPPORTING STANDPIPE, ABOUT 125 FEET HIGH AND IS
 ME2487'PAINTED SILVER.  THE POINT OBSERVED ON WAS THE
 ME2487'CENTER OF THE TOP OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2489 ***********************************************************************
 ME2489  DESIGNATION -  HOBART MUNICIPAL TANK 1
 ME2489  PID         -  ME2489
 ME2489  STATE/COUNTY-  IN/LAKE
 ME2489  COUNTRY     -  US
 ME2489  USGS QUAD   -  GARY (2019)
 ME2489
 ME2489                         *CURRENT SURVEY CONTROL
 ME2489  ______________________________________________________________________
 ME2489* NAD 83(1997) POSITION- 41 31 48.54756(N) 087 15 30.08314(W)   ADJUSTED
 ME2489  ______________________________________________________________________
 ME2489  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 ME2489  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 ME2489  HORZ ORDER      -  THIRD
 ME2489
 ME2489.The horizontal coordinates were established by classical geodetic methods
 ME2489.and adjusted by the National Geodetic Survey in May 1999.
 ME2489
 ME2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2489.GEOID18 height accuracy estimate available here.
 ME2489
 ME2489.Click photographs - Photos may exist for this station.
 ME2489
 ME2489.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2489
 ME2489. The following values were computed from the NAD 83(1997) position.
 ME2489
 ME2489;                    North         East     Units Scale Factor Converg.
 ME2489;SPC IN W     -   697,449.206   885,393.507   MT  0.99996929   -0 06 57.8
 ME2489;SPC IN W     - 2,288,214.60  2,904,828.53   sFT  0.99996929   -0 06 57.8
 ME2489;UTM  16      - 4,597,643.910   478,446.853   MT  0.99960572   -0 10 16.7
 ME2489
 ME2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7844697643(NAD 83)
 ME2489
 ME2489                          SUPERSEDED SURVEY CONTROL
 ME2489
 ME2489  NAD 83(1994)-  41 31 48.55333(N)    087 15 30.08938(W) AD(       ) 3
 ME2489  NAD 83(1986)-  41 31 48.55337(N)    087 15 30.08927(W) AD(       ) 3
 ME2489  NAD 27      -  41 31 48.42300(N)    087 15 29.96100(W) AD(       ) 3
 ME2489
 ME2489.Superseded values are not recommended for survey control.
 ME2489
 ME2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2489.See file dsdata.pdf to determine how the superseded data were derived.
 ME2489
 ME2489_MARKER: 53 = ELEVATED TANK
 ME2489
 ME2489  HISTORY     - Date     Condition        Report By
 ME2489  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2489
 ME2489                          STATION DESCRIPTION
 ME2489
 ME2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2489'STATION IS LOCATED ON THE NORTH SHORE OF LAKE GEORGE NEAR THE
 ME2489'CENTER OF HOBART,
 ME2489'ABOUT 300 FEET SOUTH OF 3RD. STREET AND 75 FEET SOUTH OF
 ME2489'THE NICKEL PLATE RAILROAD.  IT IS A
 ME2489'4 LEGGED STEEL STRUCTURE WITH A STEEL WATER TANK
 ME2489'ATOP, PAINTED SILVER AND IS ABOUT 120 FEET HIGH.  THE
 ME2489'POINT OBSERVED ON WAS A METAL BALL AT
 ME2489'THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0990 ***********************************************************************
 ME0990  DESIGNATION -  HOBART RM 1
 ME0990  PID         -  ME0990
 ME0990  STATE/COUNTY-  IN/LAKE
 ME0990  COUNTRY     -  US
 ME0990  USGS QUAD   -  PORTAGE (2019)
 ME0990
 ME0990                         *CURRENT SURVEY CONTROL
 ME0990  ______________________________________________________________________
 ME0990* NAD 83(1986) POSITION- 41 33 02.93   (N) 087 14 24.62   (W)   HD_HELD1
 ME0990* NAVD 88 ORTHO HEIGHT -   190.116 (meters)      623.74  (feet) ADJUSTED
 ME0990  ______________________________________________________________________
 ME0990  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 ME0990  DYNAMIC HEIGHT  -        190.044 (meters)      623.50  (feet) COMP
 ME0990  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 ME0990
 ME0990  VERT ORDER      -  FIRST     CLASS I
 ME0990
 ME0990.The horizontal coordinates were determined by differentially corrected
 ME0990.hand held GPS observations or other comparable positioning techniques
 ME0990.and have an estimated accuracy of +/- 3 meters.
 ME0990
 ME0990.The orthometric height was determined by differential leveling and
 ME0990.adjusted by the NATIONAL GEODETIC SURVEY
 ME0990.in June 1991.
 ME0990
 ME0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0990.GEOID18 height accuracy estimate available here.
 ME0990
 ME0990.Click photographs - Photos may exist for this station.
 ME0990
 ME0990.The dynamic height is computed by dividing the NAVD 88
 ME0990.geopotential number by the normal gravity value computed on the
 ME0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0990.degrees latitude (g = 980.6199 gals.).
 ME0990
 ME0990.The modeled gravity was interpolated from observed gravity values.
 ME0990
 ME0990;                    North         East    Units  Estimated Accuracy
 ME0990;SPC IN W     -   699,741.0     886,915.2     MT  (+/- 3 meters HH1 GPS) 
 ME0990
 ME0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7997099933(NAD 83)
 ME0990
 ME0990                          SUPERSEDED SURVEY CONTROL
 ME0990
 ME0990  NGVD 29 (??/??/92)  190.212  (m)          624.05   (f) ADJ UNCH    1 1
 ME0990
 ME0990.Superseded values are not recommended for survey control.
 ME0990
 ME0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0990.See file dsdata.pdf to determine how the superseded data were derived.
 ME0990
 ME0990_MARKER: DR = REFERENCE MARK DISK
 ME0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0990_STAMPING: HOBART NO 1 1952
 ME0990_MARK LOGO: CGS
 ME0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0990+STABILITY: SURFACE MOTION
 ME0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0990+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0990
 ME0990  HISTORY     - Date     Condition        Report By
 ME0990  HISTORY     - 1952     MONUMENTED       CGS
 ME0990  HISTORY     - 1968     GOOD             CGS
 ME0990  HISTORY     - 19920902 GOOD             NGS
 ME0990  HISTORY     - 20121024 MARK NOT FOUND   INDOT
 ME0990
 ME0990                          STATION DESCRIPTION
 ME0990
 ME0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0990'3.4 MI N FROM HOBART.
 ME0990'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0990'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0990'STREET, THENCE 1.5 MILE EAST ALONG U.S. HIGHWAY 6, AT THE
 ME0990'INTERSECTION OF STATE HIGHWAY 51, 150 FEET EAST OF THE CENTER
 ME0990'LINE OF STATE HIGHWAY 51, 39.5 FEET NORTH OF THE CENTER LINE OF
 ME0990'STATE HIGHWAY 6, 11 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 ME0990'MARKER, 88.4 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 160
 ME0990'FEET SOUTHEAST OF RM 2, ABOUT LEVEL WITH U.S. HIGHWAY 6, SET IN
 ME0990'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THELEVEL
 ME0990'OF THE GROUND.  IN SECTION 21, R 7 W, T 36 N.
 ME0990
 ME0990                          STATION RECOVERY (1992)
 ME0990
 ME0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0990'IN HOBART, AT THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 51
 ME0990'AND 130, 43.6 M (143.0 FT) EAST OF THE CENTERLINE OF THE STATE
 ME0990'HIGHWAYS, 25.7 M (84.3 FT) EAST OF TRIANGULATION STATION HOBART, 14.0
 ME0990'M (45.9 FT) NORTH OF THE CENTERLINE OF THE U.S. HIGHWAY, 13.2 M
 ME0990'(43.3 FT) WEST OF THE CENTER OF A DRIVEWAY, 3.3 M (10.8 FT) WEST OF A
 ME0990'RIGHT-OF-WAY MARKER, 0.5 M (1.6 FT) NORTH OF A CHAIN-LINK FENCE, 0.3
 ME0990'M (1.0 FT) ABOVE THE LEVEL OF THE U.S. HIGHWAY, AND THE MONUMENT
 ME0990'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 ME0990
 ME0990                          STATION RECOVERY (2012)
 ME0990
 ME0990'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0990'POSSIBLE DESTROYED DUE TO NEW CONSTUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0988 ***********************************************************************
 ME0988  DESIGNATION -  HOBART RM 2
 ME0988  PID         -  ME0988
 ME0988  STATE/COUNTY-  IN/LAKE
 ME0988  COUNTRY     -  US
 ME0988  USGS QUAD   -  PORTAGE (2019)
 ME0988
 ME0988                         *CURRENT SURVEY CONTROL
 ME0988  ______________________________________________________________________
 ME0988* NAD 83(1986) POSITION- 41 33 04.06   (N) 087 14 26.10   (W)   HD_HELD1
 ME0988* NAVD 88 ORTHO HEIGHT -   189.110 (meters)      620.44  (feet) ADJUSTED
 ME0988  ______________________________________________________________________
 ME0988  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 ME0988  DYNAMIC HEIGHT  -        189.039 (meters)      620.21  (feet) COMP
 ME0988  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 ME0988
 ME0988  VERT ORDER      -  FIRST     CLASS I
 ME0988
 ME0988.The horizontal coordinates were determined by differentially corrected
 ME0988.hand held GPS observations or other comparable positioning techniques
 ME0988.and have an estimated accuracy of +/- 3 meters.
 ME0988
 ME0988.The orthometric height was determined by differential leveling and
 ME0988.adjusted by the NATIONAL GEODETIC SURVEY
 ME0988.in June 1991.
 ME0988
 ME0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0988.GEOID18 height accuracy estimate available here.
 ME0988
 ME0988.Click photographs - Photos may exist for this station.
 ME0988
 ME0988.The dynamic height is computed by dividing the NAVD 88
 ME0988.geopotential number by the normal gravity value computed on the
 ME0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0988.degrees latitude (g = 980.6199 gals.).
 ME0988
 ME0988.The modeled gravity was interpolated from observed gravity values.
 ME0988
 ME0988;                    North         East    Units  Estimated Accuracy
 ME0988;SPC IN W     -   699,775.9     886,881.0     MT  (+/- 3 meters HH1 GPS) 
 ME0988
 ME0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7993699968(NAD 83)
 ME0988
 ME0988                          SUPERSEDED SURVEY CONTROL
 ME0988
 ME0988  NGVD 29 (??/??/92)  189.21   (m)          620.8    (f) COMPUTED    1 1
 ME0988
 ME0988.Superseded values are not recommended for survey control.
 ME0988
 ME0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0988.See file dsdata.pdf to determine how the superseded data were derived.
 ME0988
 ME0988_MARKER: DR = REFERENCE MARK DISK
 ME0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0988_STAMPING: HOBART NO 2 1952
 ME0988_MARK LOGO: CGS
 ME0988_PROJECTION: RECESSED 5 CENTIMETERS
 ME0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0988+STABILITY: SURFACE MOTION
 ME0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0988+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0988
 ME0988  HISTORY     - Date     Condition        Report By
 ME0988  HISTORY     - 1952     MONUMENTED       CGS
 ME0988  HISTORY     - 1968     GOOD             CGS
 ME0988  HISTORY     - 19920902 GOOD             NGS
 ME0988  HISTORY     - 20121024 MARK NOT FOUND   INDOT
 ME0988  HISTORY     - 20210302 MARK NOT FOUND   IN-089
 ME0988
 ME0988                          STATION DESCRIPTION
 ME0988
 ME0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0988'3.4 MI N FROM HOBART.
 ME0988'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0988'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0988'STREET, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 6, IN SECTION
 ME0988'21, R 7 W, T 36 N, 84.3 FEET NORTHWEST OF THE STATION MARK
 ME0988'DESCRIBED, 39 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 51,
 ME0988'153 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 8 1/2 FEET
 ME0988'SOUTHEAST OF POWER LINE POLE 340/122, ABOUT LEVEL WITH STATE
 ME0988'HIGHWAY 51 AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 ME0988'THE LEVEL OF THE GROUND.
 ME0988
 ME0988                          STATION RECOVERY (1992)
 ME0988
 ME0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0988'IN HOBART, AT THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 51
 ME0988'AND 130, 48.6 M (159.4 FT) NORTH OF THE CENTERLINE OF THE U.S.
 ME0988'HIGHWAY, 27.0 M (88.6 FT) NORTHWEST OF TRIANGULATION STATION HOBART,
 ME0988'10.5 M (34.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 9.9 M (32.5 FT)
 ME0988'EAST OF THE CENTER OF THE STATE HIGHWAYS, 1.8 M (5.9 FT) SOUTH OF A
 ME0988'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) WEST OF THE WEST EDGE
 ME0988'OF A PARKING LOT, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STATE
 ME0988'HIGHWAYS, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 ME0988'GROUND SURFACE.
 ME0988
 ME0988                          STATION RECOVERY (2012)
 ME0988
 ME0988'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0988'POSSIBLE DESTROYED DUE TO NEW CONSTUCTION
 ME0988
 ME0988                          STATION RECOVERY (2021)
 ME0988
 ME0988'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0988'NOT FOUND, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3350 ***********************************************************************
 JZ3350  DESIGNATION -  HOBBS
 JZ3350  PID         -  JZ3350
 JZ3350  STATE/COUNTY-  IN/DECATUR
 JZ3350  COUNTRY     -  US
 JZ3350  USGS QUAD   -  GREENSBURG (2019)
 JZ3350
 JZ3350                         *CURRENT SURVEY CONTROL
 JZ3350  ______________________________________________________________________
 JZ3350* NAD 83(1997) POSITION- 39 15 48.77365(N) 085 29 09.82525(W)   ADJUSTED
 JZ3350* NAVD 88 ORTHO HEIGHT -   294.6   (meters)      967.    (feet) VERTCON3
 JZ3350  ______________________________________________________________________
 JZ3350  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 JZ3350  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 JZ3350  HORZ ORDER      -  FIRST
 JZ3350
 JZ3350.The horizontal coordinates were established by classical geodetic methods
 JZ3350.and adjusted by the National Geodetic Survey in May 1999.
 JZ3350
 JZ3350.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3350
 JZ3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3350.GEOID18 height accuracy estimate available here.
 JZ3350
 JZ3350.Click photographs - Photos may exist for this station.
 JZ3350
 JZ3350.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3350
 JZ3350. The following values were computed from the NAD 83(1997) position.
 JZ3350
 JZ3350;                    North         East     Units Scale Factor Converg.
 JZ3350;SPC IN E     -   445,769.461   115,586.364   MT  0.99996966   +0 06 51.5
 JZ3350;SPC IN E     - 1,462,495.31    379,219.60   sFT  0.99996966   +0 06 51.5
 JZ3350;UTM  16      - 4,347,115.708   630,609.839   MT  0.99981004   +0 57 29.8
 JZ3350
 JZ3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3350!SPC IN E     -   0.99995914  x   0.99996966  =   0.99992881
 JZ3350!UTM  16      -   0.99995914  x   0.99981004  =   0.99976919
 JZ3350
 JZ3350:                Primary Azimuth Mark                     Grid Az
 JZ3350:SPC IN E     -  HOBBS AZ MK                              017 13 27.5
 JZ3350:UTM  16      -  HOBBS AZ MK                              016 22 49.2
 JZ3350
 JZ3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3060947115(NAD 83)
 JZ3350
 JZ3350|---------------------------------------------------------------------|
 JZ3350| PID    Reference Object                     Distance      Geod. Az  |
 JZ3350|                                                           dddmmss.s |
 JZ3350| JZ3346 GREENSBURG FIRST CHRISTIAN CH       APPROX. 7.8 KM 0005337.2 |
 JZ3350| JZ3347 GREENSBURG DECATUR CO CTHSE         APPROX. 8.2 KM 0014056.2 |
 JZ3350| JZ3348 GREENSBURG ST MARYS CH CROSS        APPROX. 7.9 KM 0030232.2 |
 JZ3350| CC9360 HOBBS AZ MK                                        0172019.0 |
 JZ3350| JZ3327 BATESVILLE ST LOUIS CATH CH         APPROX.22.8 KM 0803826.3 |
 JZ3350| JZ3328 BATESVILLE MUNICIPAL TANK           APPROX.23.4 KM 0804416.9 |
 JZ3350| CC9361 HOBBS RM 1                           39.831 METERS 12428     |
 JZ3350| CC9363 HOBBS RM 3                           31.806 METERS 12834     |
 JZ3350| JZ3340 MILLHOUSEN ST MARYS CH CROSS        APPROX. 7.2 KM 1443823.7 |
 JZ3350| CC9364 HOBBS RM 4                           34.741 METERS 18141     |
 JZ3350| CC9362 HOBBS RM 2                           25.643 METERS 20156     |
 JZ3350| JZ3354 GREENSBURG RAD STA WTRE MAST        APPROX. 7.3 KM 3495623.8 |
 JZ3350| JZ3351 GREENSBURG MUN TANK                 APPROX. 8.0 KM 3580600.7 |
 JZ3350| JZ3349 GREENSBURG CYCLONE FENCE TK         APPROX. 9.0 KM 3581147.7 |
 JZ3350|---------------------------------------------------------------------|
 JZ3350
 JZ3350                          SUPERSEDED SURVEY CONTROL
 JZ3350
 JZ3350  NAD 83(1995)-  39 15 48.77314(N)    085 29 09.82160(W) AD(       ) 1
 JZ3350  NAD 83(1993)-  39 15 48.77401(N)    085 29 09.82434(W) AD(       ) 1
 JZ3350  NAD 83(1986)-  39 15 48.77389(N)    085 29 09.82624(W) AD(       ) 1
 JZ3350  NAD 27      -  39 15 48.59100(N)    085 29 09.93600(W) AD(       ) 1
 JZ3350  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG       
 JZ3350
 JZ3350.Superseded values are not recommended for survey control.
 JZ3350
 JZ3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3350.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3350
 JZ3350_MARKER: DS = TRIANGULATION STATION DISK
 JZ3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3350_STAMPING: HOBBS 1939
 JZ3350_MARK LOGO: CGS
 JZ3350_PROJECTION: RECESSED 41 CENTIMETERS
 JZ3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3350+STABILITY: SURFACE MOTION
 JZ3350
 JZ3350  HISTORY     - Date     Condition        Report By
 JZ3350  HISTORY     - 1939     MONUMENTED       CGS
 JZ3350  HISTORY     - 1948     GOOD             CGS
 JZ3350  HISTORY     - 1970     GOOD             NGS
 JZ3350
 JZ3350                          STATION DESCRIPTION
 JZ3350
 JZ3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3350'ABOUT 5 MILES SOUTH OF GREENSBURG, AND 4.5 MILES NORTHWEST OF
 JZ3350'MILLHOUSEN, ON A SMALL KNOLL IN A HAY FIELD OWNED BY MR. HOBBS
 JZ3350'WHO LIVES 0.1 MILE WEST OF STATION SITE.  STATION IS 98 FEET NORTH OF
 JZ3350'THE CENTER LINE OF A GRAVEL ROAD, 31.5 FEET EAST OF A WIRE
 JZ3350'FENCE, 36 FEET EAST-SOUTHEAST OF FENCE CORNER.  THE DISK IS STAMPED
 JZ3350'HOBBS, 1939 AND IS 16 INCHES UNDERGROUND.
 JZ3350'
 JZ3350'TO REACH FROM THE GREENSBURG COURTHOUSE, GO SOUTHEAST ON STATE
 JZ3350'HIGHWAY 29 FOR 1.0 MILE TO A MACADAM Y-ROAD, RIGHT, TURN RIGHT
 JZ3350'AND GO SOUTH FOR 3.5 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT WEST
 JZ3350'AND GO 1.0 MILE TO A T-INTERSECTION,  TURN LEFT SOUTH AND GO 0.7
 JZ3350'MILE TO AZIMUTH MARK AT RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO A
 JZ3350'JOGGED CROSS ROAD, TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 JZ3350'STATION ON SMALL KNOLL IN FIELD ON RIGHT.
 JZ3350'
 JZ3350'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3350'DISKS SET IN CONCRETE.
 JZ3350'
 JZ3350'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 18 FEET NORTH OF THE
 JZ3350'CENTER LINE OF GRAVEL ROAD, 15 FEET WEST BY NORTH OF A 15-INCH
 JZ3350'WALNUT TREE, AND IS ABOUT 7 FEET BELOW STATION LEVEL, IT IS STAMPED
 JZ3350'HOBBS NO. 1, 1939 AND PROJECTS 8 INCHES ABOVE GROUND.
 JZ3350'
 JZ3350'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, 20 FEET NORTH OF
 JZ3350'THE CENTER LINE OF GRAVEL ROAD, 1 FOOT EAST OF FENCE LINE, 3
 JZ3350'FEET NORTH OF FENCE CORNER, AND ABOUT 3 FEET BELOW STATION LEVEL, IT
 JZ3350'IS STAMPED HOBBS NO. 2, 1939 AND PROJECTS 3 INCHES ABOVE GROUND.
 JZ3350'
 JZ3350'THE AZIMUTH MARK IS NORTH BY EAST OF STATION, 21 FEET WEST OF THE
 JZ3350'CENTER LINE OF A NORTH-AND-SOUTH GRAVEL ROAD, 1 FOOT SOUTH OF
 JZ3350'A FENCE LINE, 5 FEET WEST OF A FENCE CORNER, AND ABOUT 200 FEET NORTH
 JZ3350'OF A MAIL BOX LETTERED D. ELMER SHORT, IN FRONT OF A WHITE HOUSE
 JZ3350'ON THE EAST SIDE OF THE ROAD.
 JZ3350'
 JZ3350'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 JZ3350
 JZ3350                          STATION RECOVERY (1948)
 JZ3350
 JZ3350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3350'RECOVERED AS DESCRIBED.
 JZ3350
 JZ3350                          STATION RECOVERY (1970)
 JZ3350
 JZ3350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3350'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JZ3350'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND WERE
 JZ3350'APPARENTLY DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS 3 AND 4
 JZ3350'WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 JZ3350'FOLLOWS.
 JZ3350'
 JZ3350'THE STATION IS ABOUT 5 MILES SOUTH OF GREENSBURG, 4-1/2 MILES EAST
 JZ3350'OF STATE HIGHWAY 3, 4-1/2 MILES NORTHWEST OF MILLHOUSEN, AND IN THE
 JZ3350'SOUTHWEST CORNER OF A CULTIVATED FIELD OWNED BY MR. LAVELLE HOBAM,
 JZ3350'TELEPHONE NUMBER 542-2292.
 JZ3350'
 JZ3350'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO SOUTHEAST
 JZ3350'ON U.S. HIGHWAY 421 FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 JZ3350'GO SOUTH ON PAVED ROAD FOR 3.65 MILES TO A CROSSROAD.  TURN RIGHT
 JZ3350'AND GO WEST ON GRAVELED ROAD FOR 1.05 MILES TO A T INTERSECTION.
 JZ3350'TURN LEFT AND GO SOUTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 JZ3350'RIGHT.  CONTINUE SOUTH FOR 0.4 MILE TO A JOGGED CROSSROAD.  TURN
 JZ3350'RIGHT AND GO WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JZ3350'
 JZ3350'THE STATION MARK IS A STANDARD DISK STAMPED HOBBS 1939, SET IN THE
 JZ3350'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND IS 12 INCHES BELOW THE
 JZ3350'GROUND LEVEL.  IT IS 95 FEET NORTH OF THE CENTER OF THE EAST-WEST
 JZ3350'ROAD AND 32.9 FEET EAST OF A METAL WITNESS POST WITH SIGN
 JZ3350'ATTACHED.
 JZ3350'
 JZ3350'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOBBS 1939 NO 3 1970,
 JZ3350'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 JZ3350'3 INCHES ABOVE THE GROUND LEVEL.  IT IS 131.5 FEET SOUTHEAST OF THE
 JZ3350'METAL WITNESS POST AND 28 FEET NORTH OF THE CENTER OF THE ROAD.
 JZ3350'
 JZ3350'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOBBS 1939 NO 4 1970,
 JZ3350'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND FLUSH WITH
 JZ3350'THE GROUND LEVEL.  IT IS 116 FEET SOUTH OF THE METAL WITNESS POST,
 JZ3350'19 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1.5 FEET EAST OF A
 JZ3350'FENCE CORNER.
 JZ3350'
 JZ3350'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOBBS 1939, SET IN THE
 JZ3350'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES
 JZ3350'ABOVE THE GROUND LEVEL.  IT IS 20 FEET WEST OF THE CENTER OF A
 JZ3350'GRAVELED ROAD, 12 FEET NORTH-NORTHWEST OF AN 18-INCH WALNUT TREE,
 JZ3350'AND 5.5 FEET WEST OF A T FENCE CORNER.
 JZ3350'
 JZ3350'THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 JZ3350'
 JZ3350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 JZ3350'NORTHWEST OF MILLHOUSEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2162 ***********************************************************************
 LA2162  DESIGNATION -  HOBBS
 LA2162  PID         -  LA2162
 LA2162  STATE/COUNTY-  IN/TIPTON
 LA2162  COUNTRY     -  US
 LA2162  USGS QUAD   -  WINDFALL (2019)
 LA2162
 LA2162                         *CURRENT SURVEY CONTROL
 LA2162  ______________________________________________________________________
 LA2162* NAD 83(1997) POSITION- 40 17 08.09883(N) 085 57 26.19561(W)   ADJUSTED
 LA2162* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2162  ______________________________________________________________________
 LA2162  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 LA2162  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 LA2162  HORZ ORDER      -  THIRD
 LA2162
 LA2162.The horizontal coordinates were established by classical geodetic methods
 LA2162.and adjusted by the National Geodetic Survey in May 1999.
 LA2162
 LA2162.The orthometric height was scaled from a topographic map.
 LA2162
 LA2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2162.GEOID18 height accuracy estimate available here.
 LA2162
 LA2162.Click photographs - Photos may exist for this station.
 LA2162
 LA2162.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2162
 LA2162. The following values were computed from the NAD 83(1997) position.
 LA2162
 LA2162;                    North         East     Units Scale Factor Converg.
 LA2162;SPC IN E     -   559,267.491    75,288.198   MT  0.99997418   -0 11 16.5
 LA2162;SPC IN E     - 1,834,863.43    247,008.03   sFT  0.99997418   -0 11 16.5
 LA2162;UTM  16      - 4,459,976.459   588,635.470   MT  0.99969671   +0 40 27.4
 LA2162
 LA2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2162!SPC IN E     -   0.99996399  x   0.99997418  =   0.99993817
 LA2162!UTM  16      -   0.99996399  x   0.99969671  =   0.99966071
 LA2162
 LA2162:                Primary Azimuth Mark                     Grid Az
 LA2162:SPC IN E     -  HOBBS AZ MK                              003 34 18.8
 LA2162:UTM  16      -  HOBBS AZ MK                              002 42 34.9
 LA2162
 LA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8863559976(NAD 83)
 LA2162
 LA2162|---------------------------------------------------------------------|
 LA2162| PID    Reference Object                     Distance      Geod. Az  |
 LA2162|                                                           dddmmss.s |
 LA2162| CC9365 HOBBS AZ MK                                        0032302.3 |
 LA2162| CC9366 HOBBS RM 1                           28.386 METERS 23013     |
 LA2162| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 7.1 KM 2663320.6 |
 LA2162| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 6.8 KM 2701856.8 |
 LA2162| LB2472 TIPTON STEEL PARTS CORP WTR TK      APPROX. 7.4 KM 2764403.5 |
 LA2162| LB2471 TIPTON FARM BUR COOP ELEV           APPROX. 7.5 KM 2784842.1 |
 LA2162| CC9367 HOBBS RM 2                           31.440 METERS 31056     |
 LA2162|---------------------------------------------------------------------|
 LA2162
 LA2162                          SUPERSEDED SURVEY CONTROL
 LA2162
 LA2162  NAD 83(1986)-  40 17 08.10259(N)    085 57 26.21024(W) AD(       ) 3
 LA2162  NAD 27      -  40 17 07.96780(N)    085 57 26.26800(W) AD(       ) 3
 LA2162
 LA2162.Superseded values are not recommended for survey control.
 LA2162
 LA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2162.See file dsdata.pdf to determine how the superseded data were derived.
 LA2162
 LA2162_MARKER: DS = TRIANGULATION STATION DISK
 LA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2162_STAMPING: HOBBS 1954
 LA2162_MARK LOGO: CGS
 LA2162_PROJECTION: FLUSH
 LA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2162+STABILITY: SURFACE MOTION
 LA2162
 LA2162  HISTORY     - Date     Condition        Report By
 LA2162  HISTORY     - 1954     MONUMENTED       CGS
 LA2162
 LA2162                          STATION DESCRIPTION
 LA2162
 LA2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2162'STATION IS LOCATED IN THE NORTHEAST CORNER OF HOBBS REST PARK IN THE
 LA2162'NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 28 AND 213 ABOUT
 LA2162'4 MILES EAST OF TIPTON.
 LA2162'
 LA2162'IT IS 124 FEET NORTHWEST OF THE INTERSECTION, 105 FEET NORTH OF THE
 LA2162'CENTER OF HIGHWAY 28, 69 FEET WEST OF THE CENTER OF HIGHWAY 213, 46
 LA2162'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY AND 22 FEET SOUTHEAST OF
 LA2162'A 4 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOBBS
 LA2162'1954.
 LA2162'
 LA2162'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF A 48 INCH OAK TREE AND 44
 LA2162'FEET NORTH OF THE CENTER OF HIGHWAY 28.  THE MARK IS FLUSH AND THE
 LA2162'DISK IS STAMPED HOBBS NO 1 1954.
 LA2162'
 LA2162'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF THE CENTER OF THE GRAVEL
 LA2162'DRIVEWAY, 7 FEET NORTHEAST OF A 6 INCH ELM TREE AND 1 FOOT SOUTH OF A
 LA2162'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOBBS NO 2 1954.
 LA2162'
 LA2162'AZIMUTH MARK IS 46 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 LA2162'213 AND A GRAVEL CROSSROAD, 41 FEET EAST OF THE CENTER OF THE HIGHWAY,
 LA2162'18 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A WHITE
 LA2162'WITNESS POST AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MARK PROJECTS
 LA2162'ABOUT 2 INCHES AND THE DISK IS STAMPED HOBBS 1954.
 LA2162'
 LA2162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 213
 LA2162'FOR 0.4 MILE TO A GRAVEL CROSSROAD AND THE MARK ON THE RIGHT AS
 LA2162'DESCRIBED.
 LA2162'
 LA2162'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3352 ***********************************************************************
 JZ3352  DESIGNATION -  HOBBS RM A
 JZ3352  PID         -  JZ3352
 JZ3352  STATE/COUNTY-  IN/DECATUR
 JZ3352  COUNTRY     -  US
 JZ3352  USGS QUAD   -  GREENSBURG (2019)
 JZ3352
 JZ3352                         *CURRENT SURVEY CONTROL
 JZ3352  ______________________________________________________________________
 JZ3352* NAD 83(1997) POSITION- 39 15 48.43492(N) 085 29 10.85833(W)   ADJUSTED
 JZ3352* NAVD 88 ORTHO HEIGHT -   294.6   (meters)      967.    (feet) VERTCON3
 JZ3352  ______________________________________________________________________
 JZ3352  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 JZ3352  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 JZ3352  HORZ ORDER      -  FIRST
 JZ3352
 JZ3352.The horizontal coordinates were established by classical geodetic methods
 JZ3352.and adjusted by the National Geodetic Survey in May 1999.
 JZ3352
 JZ3352.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3352
 JZ3352.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3352.GEOID18 height accuracy estimate available here.
 JZ3352
 JZ3352.Click photographs - Photos may exist for this station.
 JZ3352
 JZ3352.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3352
 JZ3352. The following values were computed from the NAD 83(1997) position.
 JZ3352
 JZ3352;                    North         East     Units Scale Factor Converg.
 JZ3352;SPC IN E     -   445,758.966   115,561.619   MT  0.99996965   +0 06 50.8
 JZ3352;SPC IN E     - 1,462,460.87    379,138.41   sFT  0.99996965   +0 06 50.8
 JZ3352;UTM  16      - 4,347,104.851   630,585.255   MT  0.99980996   +0 57 29.2
 JZ3352
 JZ3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3352!SPC IN E     -   0.99995914  x   0.99996965  =   0.99992880
 JZ3352!UTM  16      -   0.99995914  x   0.99980996  =   0.99976911
 JZ3352
 JZ3352:                Primary Azimuth Mark                     Grid Az
 JZ3352:SPC IN E     -  FENLEY                                   351 43 47.1
 JZ3352:UTM  16      -  FENLEY                                   350 53 08.7
 JZ3352
 JZ3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3058547104(NAD 83)
 JZ3352
 JZ3352|---------------------------------------------------------------------|
 JZ3352| PID    Reference Object                     Distance      Geod. Az  |
 JZ3352|                                                           dddmmss.s |
 JZ3352| JZ3350 HOBBS                                26.879 METERS 06708     |
 JZ3352| JZ3354 GREENSBURG RAD STA WTRE MAST        APPROX. 7.3 KM 3500843.1 |
 JZ3352| JZ2308 FENLEY                              APPROX.13.1 KM 3515037.9 |
 JZ3352| JZ3351 GREENSBURG MUN TANK                 APPROX. 8.0 KM 3581645.6 |
 JZ3352|---------------------------------------------------------------------|
 JZ3352
 JZ3352                          SUPERSEDED SURVEY CONTROL
 JZ3352
 JZ3352  NAD 83(1995)-  39 15 48.43441(N)    085 29 10.85468(W) AD(       ) 1
 JZ3352  NAD 83(1993)-  39 15 48.43528(N)    085 29 10.85741(W) AD(       ) 1
 JZ3352  NAD 83(1986)-  39 15 48.43507(N)    085 29 10.85961(W) AD(       ) 1
 JZ3352  NAD 27      -  39 15 48.25228(N)    085 29 10.96907(W) AD(       ) 1
 JZ3352  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG       
 JZ3352
 JZ3352.Superseded values are not recommended for survey control.
 JZ3352
 JZ3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3352.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3352
 JZ3352_MARKER: DS = TRIANGULATION STATION DISK
 JZ3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3352_STAMPING: HOBBS RM A 1970
 JZ3352_MARK LOGO: CGS
 JZ3352_PROJECTION: FLUSH
 JZ3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3352+STABILITY: SURFACE MOTION
 JZ3352
 JZ3352  HISTORY     - Date     Condition        Report By
 JZ3352  HISTORY     - 1970     MONUMENTED       NGS
 JZ3352
 JZ3352                          STATION DESCRIPTION
 JZ3352
 JZ3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3352'THE STATION IS ABOUT 5 MILES SOUTH OF GREENSBURG, 4-1/2
 JZ3352'MILES EAST OF STATE HIGHWAY 3, 4-1/2 MILES NORTHWEST OF
 JZ3352'MILLHOUSEN, AND IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD
 JZ3352'OWNED BY MR. LAVELLE HOBAM, TELEPHONE NUMBER 542-2292.
 JZ3352'
 JZ3352'THE STATION MARKS ARE STANDARD DISKS STAMPED HOBBS RM
 JZ3352'A 1970.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 JZ3352'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 JZ3352'IS 60-1/2 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 59 FEET
 JZ3352'SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 JZ3352'UNDERGROUND MARK IS ABOUT 42 INCHES BELOW GROUND SURFACE.
 JZ3352'
 JZ3352'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HOBBS
 JZ3352'1939, WITH THE DISTANCE (REDUCED TO SEA LEVEL).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0753 ***********************************************************************
 MD0753  DESIGNATION -  HOFFMAN RESET
 MD0753  PID         -  MD0753
 MD0753  STATE/COUNTY-  IN/NOBLE
 MD0753  COUNTRY     -  US
 MD0753  USGS QUAD   -  KENDALLVILLE (2019)
 MD0753
 MD0753                         *CURRENT SURVEY CONTROL
 MD0753  ______________________________________________________________________
 MD0753* NAD 83(1997) POSITION- 41 27 10.51058(N) 085 18 32.73856(W)   ADJUSTED
 MD0753* NAVD 88 ORTHO HEIGHT -   303.42  (meters)      995.5   (feet) RESET
 MD0753  ______________________________________________________________________
 MD0753  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 MD0753  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 MD0753  HORZ ORDER      -  SECOND
 MD0753  VERT ORDER      -  THIRD
 MD0753
 MD0753.The horizontal coordinates were established by classical geodetic methods
 MD0753.and adjusted by the National Geodetic Survey in May 1999.
 MD0753
 MD0753.The orthometric height was computed from unverified reset data.
 MD0753
 MD0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0753.GEOID18 height accuracy estimate available here.
 MD0753
 MD0753.Click photographs - Photos may exist for this station.
 MD0753
 MD0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0753
 MD0753. The following values were computed from the NAD 83(1997) position.
 MD0753
 MD0753;                    North         East     Units Scale Factor Converg.
 MD0753;SPC IN E     -   688,918.713   129,876.585   MT  0.99997765   +0 14 12.2
 MD0753;SPC IN E     - 2,260,227.48    426,103.43   sFT  0.99997765   +0 14 12.2
 MD0753;UTM  16      - 4,590,417.260   641,232.432   MT  0.99984547   +1 07 10.5
 MD0753
 MD0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0753!SPC IN E     -   0.99995761  x   0.99997765  =   0.99993526
 MD0753!UTM  16      -   0.99995761  x   0.99984547  =   0.99980308
 MD0753
 MD0753:                Primary Azimuth Mark                     Grid Az
 MD0753:SPC IN E     -  HOFFMAN AZ MK                            264 38 19.6
 MD0753:UTM  16      -  HOFFMAN AZ MK                            263 45 21.3
 MD0753
 MD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4123290417(NAD 83)
 MD0753
 MD0753|---------------------------------------------------------------------|
 MD0753| PID    Reference Object                     Distance      Geod. Az  |
 MD0753|                                                           dddmmss.s |
 MD0753| CC9369 HOFFMAN RM 2                         35.732 METERS 00516     |
 MD0753| MD0756 HOFFMAN RM 5                          4.133 METERS 04126     |
 MD0753| MD0754 HOFFMAN RM 1                         37.852 METERS 07349     |
 MD0753| MD1611 KENDALLVILLE FLINT WALLING STK      APPROX. 4.0 KM 1025910.1 |
 MD0753| MD1612 KENDALLVILLE MUN LT WATER STK       APPROX. 4.9 KM 1055927.7 |
 MD0753| MD1610 KENDALLVILLE FIRST METH SPIRE       APPROX. 4.0 KM 1080709.8 |
 MD0753| CC9370 HOFFMAN RM 3                         49.222 METERS 18500     |
 MD0753| CC9368 HOFFMAN AZ MK                                      2645231.8 |
 MD0753| MD0755 HOFFMAN RM 4                         21.418 METERS 27640     |
 MD0753| MD1501 ROME CITY KNEIPP SPRINGS TANK       APPROX. 7.9 KM 3181552.8 |
 MD0753|---------------------------------------------------------------------|
 MD0753
 MD0753                          SUPERSEDED SURVEY CONTROL
 MD0753
 MD0753  NAD 83(1995)-  41 27 10.51140(N)    085 18 32.74299(W) AD(       ) 2
 MD0753  NAD 83(1986)-  41 27 10.51145(N)    085 18 32.75067(W) AD(       ) 2
 MD0753  NAD 27      -  41 27 10.33090(N)    085 18 32.83230(W) AD(       ) 2
 MD0753
 MD0753.Superseded values are not recommended for survey control.
 MD0753
 MD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0753.See file dsdata.pdf to determine how the superseded data were derived.
 MD0753
 MD0753_MARKER: DS = TRIANGULATION STATION DISK
 MD0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0753_STAMPING: HOFFMAN 1946 1972
 MD0753_MARK LOGO: CGS
 MD0753_PROJECTION: RECESSED 30 CENTIMETERS
 MD0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0753+STABILITY: SURFACE MOTION
 MD0753
 MD0753  HISTORY     - Date     Condition        Report By
 MD0753  HISTORY     - 1972     MONUMENTED       NGS
 MD0753
 MD0753                          STATION DESCRIPTION
 MD0753
 MD0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MD0753'THE STATION MARK, AZIMUTH MARK AND THE REFERENCE MARKS WERE FOUND IN
 MD0753'GOOD CONDITION.  THE SURFACE STATION MARK WAS IN THE WAY OF GRADING
 MD0753'AND WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE MARK
 MD0753'3 WAS ALSO IN THE WAY AND WAS DESTROYED.  REFERENCE MARK 1 MAY BE
 MD0753'OBSTRUCTED IN THE FUTURE AND REFERENCE MARK 2 IS STILL OBSTRUCTED BY
 MD0753'THE BUILDING.  REFERENCE MARKS 4 AND 5 WERE SET.  THE DISTANCE AND
 MD0753'DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED.  A NEW DESCRIPTION
 MD0753'FOLLOWS-
 MD0753'
 MD0753'2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0753'HIGHWAY 3 (N. MAIN ST.)  207 FEET WEST OF THE CENTERLINE OF COUNTY RD.
 MD0753'600 E, 73.8 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF FRISKNEY
 MD0753'IMPLEMENT CO. METAL BUILDING, 192 FEET NORTH OF THE CENTERLINE OF THE
 MD0753'HIGHWAY, 9.5 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING AND 28.5
 MD0753'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.  THE MONUMENT
 MD0753'IS ABOUT 1 FOOT UNDERGOUND AND THE DISK IS STAMPED HOFFMAN 1946 1972.
 MD0753'(NOTE 1A 7A)
 MD0753'
 MD0753'REFERENCE MARK 1 IS 96 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 MD0753'BUILDING, 5 FEET NORTH OF THE NORTHEAST CORNER OF A SHED AND 8 FEET
 MD0753'WEST OF AN 18 INCH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD0753'STAMPED HOFFMAN NO 1 1946.
 MD0753'
 MD0753'REFERENCE MARK 2 IS 47 FEET NORTH OF THE NORTH WALL OF BUILDING AND 14
 MD0753'FEET WEST OF PROJECTED PLANE OF THE EAST WALL.  THE MONUMENT IS FLUSH
 MD0753'AND THE DISK IS STAMPED HOFFMAN NO 2 1946.
 MD0753'
 MD0753'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOFFMAN 1946 NO 4 1972,
 MD0753'SET IN A DRILL HOLE IN THE WEST EDGE OF THE CONCRETE FLOOR OF THE
 MD0753'BUILDING AT THE WEST ENTRANCE, 3.4 FEET EAST OF THE SOUTHWEST CORNER
 MD0753'OF THE BUILDING.
 MD0753'
 MD0753'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HOFFMAN 1946 NO 5 1972,
 MD0753'SET IN A DRILL HOLE IN THE WEST EDGE OF THE CONCRETE FLOOR OF THE
 MD0753'SOUTHEAST ENTRANCE TO THE BUILDING, 17 FEET WEST OF THE SOUTHEAST
 MD0753'CORNER OF THE BUILDING.
 MD0753'
 MD0753'THE AZIMUTH MARK IS 0.35 MILE WEST ALONG THE HIGHWAY FROM THE STATION,
 MD0753'ABOUT 125 FEET EAST OF CREST OF RIDGE, 30 FEET NORTH OF THE CENTERLINE
 MD0753'OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE AND FENCE CORNER AND 2 FEET
 MD0753'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 MD0753'DISK IS STAMPED HOFFMAN 1946.
 MD0753'
 MD0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES WEST
 MD0753'OF KENDALLVILLE
 MD0753'
 MD0753'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0754 ***********************************************************************
 MD0754  DESIGNATION -  HOFFMAN RM 1
 MD0754  PID         -  MD0754
 MD0754  STATE/COUNTY-  IN/NOBLE
 MD0754  COUNTRY     -  US
 MD0754  USGS QUAD   -  KENDALLVILLE (2019)
 MD0754
 MD0754                         *CURRENT SURVEY CONTROL
 MD0754  ______________________________________________________________________
 MD0754* NAD 83(1986) POSITION- 41 27 10.85   (N) 085 18 31.17   (W)   HD_HELD1
 MD0754* NAVD 88 ORTHO HEIGHT -   303.35  (meters)      995.2   (feet) RESET
 MD0754  ______________________________________________________________________
 MD0754  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 MD0754  VERT ORDER      -  THIRD
 MD0754
 MD0754.The horizontal coordinates were determined by differentially corrected
 MD0754.hand held GPS observations or other comparable positioning techniques
 MD0754.and have an estimated accuracy of +/- 3 meters.
 MD0754
 MD0754.The orthometric height was computed from unverified reset data.
 MD0754
 MD0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0754.GEOID18 height accuracy estimate available here.
 MD0754
 MD0754.Click photographs - Photos may exist for this station.
 MD0754
 MD0754;                    North         East    Units  Estimated Accuracy
 MD0754;SPC IN E     -   688,929.3     129,912.9     MT  (+/- 3 meters HH1 GPS) 
 MD0754
 MD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4126890428(NAD 83)
 MD0754
 MD0754                          SUPERSEDED SURVEY CONTROL
 MD0754
 MD0754.No superseded survey control is available for this station.
 MD0754
 MD0754_MARKER: DR = REFERENCE MARK DISK
 MD0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0754_STAMPING: HOFFMAN NO 1 1946
 MD0754_MARK LOGO: CGS
 MD0754_PROJECTION: FLUSH
 MD0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0754+STABILITY: SURFACE MOTION
 MD0754
 MD0754  HISTORY     - Date     Condition        Report By
 MD0754  HISTORY     - 1946     MONUMENTED       CGS
 MD0754  HISTORY     - 1972     GOOD             NGS
 MD0754
 MD0754                          STATION DESCRIPTION
 MD0754
 MD0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MD0754'2.2 MI W FROM KENDALLVILLE.
 MD0754'2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0754'HIGHWAY 3 (N MAIN ST.) AT KENDALLVILLE, 96 FEET NORTHEAST OF THE
 MD0754'SOUTHEAST CORNER OF METAL BUILDING (FRISKNEY IMPLEMENT CO.), 5
 MD0754'FEET NORTH OF THE NORTHEAST CORNER OF SHED AND 8 FEET WEST OF AN
 MD0754'18 INCH TREE.  SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 MD0754'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0755 ***********************************************************************
 MD0755  DESIGNATION -  HOFFMAN RM 4
 MD0755  PID         -  MD0755
 MD0755  STATE/COUNTY-  IN/NOBLE
 MD0755  COUNTRY     -  US
 MD0755  USGS QUAD   -  KENDALLVILLE (2019)
 MD0755
 MD0755                         *CURRENT SURVEY CONTROL
 MD0755  ______________________________________________________________________
 MD0755* NAD 83(1986) POSITION- 41 27 10.59   (N) 085 18 33.66   (W)   HD_HELD1
 MD0755* NAVD 88 ORTHO HEIGHT -   303.79  (meters)      996.7   (feet) RESET
 MD0755  ______________________________________________________________________
 MD0755  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 MD0755  VERT ORDER      -  THIRD
 MD0755
 MD0755.The horizontal coordinates were determined by differentially corrected
 MD0755.hand held GPS observations or other comparable positioning techniques
 MD0755.and have an estimated accuracy of +/- 3 meters.
 MD0755
 MD0755.The orthometric height was computed from unverified reset data.
 MD0755
 MD0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0755.GEOID18 height accuracy estimate available here.
 MD0755
 MD0755.Click photographs - Photos may exist for this station.
 MD0755
 MD0755;                    North         East    Units  Estimated Accuracy
 MD0755;SPC IN E     -   688,921.1     129,855.2     MT  (+/- 3 meters HH1 GPS) 
 MD0755
 MD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4121190419(NAD 83)
 MD0755
 MD0755                          SUPERSEDED SURVEY CONTROL
 MD0755
 MD0755.No superseded survey control is available for this station.
 MD0755
 MD0755_MARKER: DR = REFERENCE MARK DISK
 MD0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0755_SP_SET: BUILDING
 MD0755_STAMPING: HOFFMAN 1946 NO 4 1972
 MD0755_MARK LOGO: CGS
 MD0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0755
 MD0755  HISTORY     - Date     Condition        Report By
 MD0755  HISTORY     - 1972     MONUMENTED       NGS
 MD0755
 MD0755                          STATION DESCRIPTION
 MD0755
 MD0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MD0755'2.2 MI W FROM KENDALLVILLE.
 MD0755'2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0755'HIGHWAY 3 (N MAIN ST.) AT KENDALLVILLE, A STANDARD DISK SET IN
 MD0755'A DRILL HOLE IN THE CONCRETE FLOOR AT THE WEST EDGE OF THE SOUTHWEST
 MD0755'DOOR OF THE FRISKNEY IMPLEMENT CO. METAL BUILDING, 3.4 FEET EAST
 MD0755'OF THE SOUTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0756 ***********************************************************************
 MD0756  DESIGNATION -  HOFFMAN RM 5
 MD0756  PID         -  MD0756
 MD0756  STATE/COUNTY-  IN/NOBLE
 MD0756  COUNTRY     -  US
 MD0756  USGS QUAD   -  KENDALLVILLE (2019)
 MD0756
 MD0756                         *CURRENT SURVEY CONTROL
 MD0756  ______________________________________________________________________
 MD0756* NAD 83(1986) POSITION- 41 27 10.61   (N) 085 18 32.62   (W)   HD_HELD1
 MD0756* NAVD 88 ORTHO HEIGHT -   303.79  (meters)      996.7   (feet) RESET
 MD0756  ______________________________________________________________________
 MD0756  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 MD0756  VERT ORDER      -  THIRD
 MD0756
 MD0756.The horizontal coordinates were determined by differentially corrected
 MD0756.hand held GPS observations or other comparable positioning techniques
 MD0756.and have an estimated accuracy of +/- 3 meters.
 MD0756
 MD0756.The orthometric height was computed from unverified reset data.
 MD0756
 MD0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0756.GEOID18 height accuracy estimate available here.
 MD0756
 MD0756.Click photographs - Photos may exist for this station.
 MD0756
 MD0756;                    North         East    Units  Estimated Accuracy
 MD0756;SPC IN E     -   688,921.8     129,879.3     MT  (+/- 3 meters HH1 GPS) 
 MD0756
 MD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4123590420(NAD 83)
 MD0756
 MD0756                          SUPERSEDED SURVEY CONTROL
 MD0756
 MD0756.No superseded survey control is available for this station.
 MD0756
 MD0756_MARKER: DR = REFERENCE MARK DISK
 MD0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0756_SP_SET: BUILDING
 MD0756_STAMPING: HOFFMAN 1946 NO 5 1972
 MD0756_MARK LOGO: CGS
 MD0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0756
 MD0756  HISTORY     - Date     Condition        Report By
 MD0756  HISTORY     - 1972     MONUMENTED       NGS
 MD0756
 MD0756                          STATION DESCRIPTION
 MD0756
 MD0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MD0756'2.2 MI W FROM KENDALLVILLE.
 MD0756'2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0756'HIGHWAY 3 (N MAIN ST.) AT KENDALLVILLE, A STANDARD DISK SET IN A
 MD0756'DRILL HOLE IN THE CONCRETE FLOOR AT THE WEST EDGE OF THE SOUTHEAST
 MD0756'DOOR OF THE FRISKNEY IMPLEMENT CO. METAL BUILDING, 17 FEET WEST OF
 MD0756'THE SOUTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1978 ***********************************************************************
 JA1978  DESIGNATION -  HOLLAND
 JA1978  PID         -  JA1978
 JA1978  STATE/COUNTY-  IN/DUBOIS
 JA1978  COUNTRY     -  US
 JA1978  USGS QUAD   -  HOLLAND (2019)
 JA1978
 JA1978                         *CURRENT SURVEY CONTROL
 JA1978  ______________________________________________________________________
 JA1978* NAD 83(1997) POSITION- 38 14 31.25919(N) 087 02 28.88753(W)   ADJUSTED
 JA1978* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 JA1978  ______________________________________________________________________
 JA1978  GEOID HEIGHT    -        -31.995 (meters)                     GEOID18
 JA1978  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 JA1978  HORZ ORDER      -  SECOND
 JA1978
 JA1978.The horizontal coordinates were established by classical geodetic methods
 JA1978.and adjusted by the National Geodetic Survey in May 1999.
 JA1978
 JA1978.The orthometric height was scaled from a topographic map.
 JA1978
 JA1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1978.GEOID18 height accuracy estimate available here.
 JA1978
 JA1978.Click photographs - Photos may exist for this station.
 JA1978
 JA1978.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1978
 JA1978. The following values were computed from the NAD 83(1997) position.
 JA1978
 JA1978;                    North         East     Units Scale Factor Converg.
 JA1978;SPC IN W     -   332,357.491   903,674.556   MT  0.99996683   +0 01 33.5
 JA1978;SPC IN W     - 1,090,409.54  2,964,805.61   sFT  0.99996683   +0 01 33.5
 JA1978;UTM  16      - 4,232,668.610   496,380.875   MT  0.99960016   -0 01 32.2
 JA1978
 JA1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1978!SPC IN W     -   0.99997899  x   0.99996683  =   0.99994582
 JA1978!UTM  16      -   0.99997899  x   0.99960016  =   0.99957916
 JA1978
 JA1978:                Primary Azimuth Mark                     Grid Az
 JA1978:SPC IN W     -  DUBO                                     009 02 08.7
 JA1978:UTM  16      -  DUBO                                     009 05 14.4
 JA1978
 JA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9638032668(NAD 83)
 JA1978
 JA1978|---------------------------------------------------------------------|
 JA1978| PID    Reference Object                     Distance      Geod. Az  |
 JA1978|                                                           dddmmss.s |
 JA1978| JA1969 DUBO                                APPROX. 3.0 KM 0090342.2 |
 JA1978| JA1975 HOLLAND MUNICIPAL TANK              APPROX. 0.6 KM 0263033.3 |
 JA1978| JA1976 HOLLAND METHODIST CHURCH SPIRE      APPROX. 0.9 KM 0480014.0 |
 JA1978| CG8034 HOLLAND RM 1                         61.719 METERS 08925     |
 JA1978| CG8035 HOLLAND RM 2                         23.269 METERS 19015     |
 JA1978| JA1967 ZOAR METHODIST CHURCH SPIRE         APPROX. 4.1 KM 3181431.0 |
 JA1978|---------------------------------------------------------------------|
 JA1978
 JA1978                          SUPERSEDED SURVEY CONTROL
 JA1978
 JA1978  NAD 83(1993)-  38 14 31.26271(N)    087 02 28.89043(W) AD(       ) 2
 JA1978  NAD 83(1986)-  38 14 31.26688(N)    087 02 28.89042(W) AD(       ) 2
 JA1978  NAD 27      -  38 14 31.07800(N)    087 02 28.89300(W) AD(       ) 2
 JA1978
 JA1978.Superseded values are not recommended for survey control.
 JA1978
 JA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1978.See file dsdata.pdf to determine how the superseded data were derived.
 JA1978
 JA1978_MARKER: DS = TRIANGULATION STATION DISK
 JA1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1978_STAMPING: HOLLAND 1946
 JA1978_MARK LOGO: CGS
 JA1978_PROJECTION: RECESSED 30 CENTIMETERS
 JA1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1978+STABILITY: SURFACE MOTION
 JA1978
 JA1978  HISTORY     - Date     Condition        Report By
 JA1978  HISTORY     - 1946     MONUMENTED       CGS
 JA1978
 JA1978                          STATION DESCRIPTION
 JA1978
 JA1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1978'THE STATION IS LOCATED ALONG STATE HIGHWAY 161 ON PROPERTY OWNED BY
 JA1978'ALFRED NIEHOUS ON THE SOUTHWEST EDGE OF HOLLAND.  IT IS 220 FEET WEST
 JA1978'OF THE CENTERLINE OF HIGHWAY 161, 51 FEET SOUTH OF THE CENTERLINE OF A
 JA1978'GRAVEL ROAD, 29 FEET SOUTHEAST OF A FENCE CORNER AND 15 FEET EAST OF A
 JA1978'WITNESS POST.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA1978'AND THE DISK IS STAMPED HOLLAND 1946.
 JA1978'
 JA1978'REFERENCE MARK NO 1 IS 202.49 FEET (SLOPE MEASUREMENT) EAST OF THE
 JA1978'STATION, 53 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 29 FEET
 JA1978'NORTH OF AN 18 INCH PERSIMMON TREE AND 18 FEET WEST OF THE CENTERLINE
 JA1978'OF HIGHWAY 161.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1978'HOLLAND NO 1 1946.
 JA1978'
 JA1978'REFERENCE MARK NO 2 IS 76.34 FEET SOUTHWEST OF THE STATION, 9 FEET
 JA1978'EAST OF THE CENTERLINE OF A FARM LANE AND 6 FEET NORTH OF A FENCE
 JA1978'CORNER IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD.  THE MARK
 JA1978'PROJECTS 3 INCHES AND THE DISK IS STAMPED HOLLAND NO 2 1946.
 JA1978'
 JA1978'TO REACH THE STATION FROM THE HOLLAND BANK BUILDING, GO WEST AND SOUTH
 JA1978'ON HIGHWAY 161 FOR 0.4 MILE TO A GRAVEL ROAD TO THE RIGHT, GO RIGHT ON
 JA1978'GRAVEL ROAD FOR 0.05 MILE TO A FARM LAND AND THE STATION ON THE LEFT.
 JA1978'
 JA1978'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1976 ***********************************************************************
 JA1976  DESIGNATION -  HOLLAND METHODIST CHURCH SPIRE
 JA1976  PID         -  JA1976
 JA1976  STATE/COUNTY-  IN/DUBOIS
 JA1976  COUNTRY     -  US
 JA1976  USGS QUAD   -  HOLLAND (2019)
 JA1976
 JA1976                         *CURRENT SURVEY CONTROL
 JA1976  ______________________________________________________________________
 JA1976* NAD 83(1997) POSITION- 38 14 50.14482(N) 087 02 02.28583(W)   ADJUSTED
 JA1976  ______________________________________________________________________
 JA1976  GEOID HEIGHT    -        -32.019 (meters)                     GEOID18
 JA1976  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 JA1976  HORZ ORDER      -  THIRD
 JA1976
 JA1976.The horizontal coordinates were established by classical geodetic methods
 JA1976.and adjusted by the National Geodetic Survey in May 1999.
 JA1976
 JA1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1976.GEOID18 height accuracy estimate available here.
 JA1976
 JA1976.Click photographs - Photos may exist for this station.
 JA1976
 JA1976.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1976
 JA1976. The following values were computed from the NAD 83(1997) position.
 JA1976
 JA1976;                    North         East     Units Scale Factor Converg.
 JA1976;SPC IN W     -   332,940.104   904,321.111   MT  0.99996690   +0 01 50.0
 JA1976;SPC IN W     - 1,092,320.99  2,966,926.85   sFT  0.99996690   +0 01 50.0
 JA1976;UTM  16      - 4,233,250.427   497,027.717   MT  0.99960011   -0 01 15.7
 JA1976
 JA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9702733250(NAD 83)
 JA1976
 JA1976                          SUPERSEDED SURVEY CONTROL
 JA1976
 JA1976  NAD 83(1993)-  38 14 50.14843(N)    087 02 02.28861(W) AD(       ) 3
 JA1976  NAD 83(1986)-  38 14 50.15255(N)    087 02 02.28863(W) AD(       ) 3
 JA1976  NAD 27      -  38 14 49.96000(N)    087 02 02.29000(W) AD(       ) 3
 JA1976
 JA1976.Superseded values are not recommended for survey control.
 JA1976
 JA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1976.See file dsdata.pdf to determine how the superseded data were derived.
 JA1976
 JA1976_MARKER: 90 = CHURCH SPIRE
 JA1976
 JA1976  HISTORY     - Date     Condition        Report By
 JA1976  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1976
 JA1976                          STATION DESCRIPTION
 JA1976
 JA1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1976'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ON THE SOUTHEAST EDGE
 JA1976'OF THE TOWN, ON THE
 JA1976'SOUTHEAST CORNER OF TWO GRAVEL STREETS (NO NAMES).  IT
 JA1976'IS BUILT OF WOOD AND THE SPIRE
 JA1976'IS COVERED WITH SHINGLES AND IT IS
 JA1976'ABOUT 50 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1975 ***********************************************************************
 JA1975  DESIGNATION -  HOLLAND MUNICIPAL TANK
 JA1975  PID         -  JA1975
 JA1975  STATE/COUNTY-  IN/DUBOIS
 JA1975  COUNTRY     -  US
 JA1975  USGS QUAD   -  HOLLAND (2019)
 JA1975
 JA1975                         *CURRENT SURVEY CONTROL
 JA1975  ______________________________________________________________________
 JA1975* NAD 83(1997) POSITION- 38 14 49.90403(N) 087 02 17.09489(W)   ADJUSTED
 JA1975  ______________________________________________________________________
 JA1975  GEOID HEIGHT    -        -32.011 (meters)                     GEOID18
 JA1975  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 JA1975  HORZ ORDER      -  THIRD
 JA1975
 JA1975.The horizontal coordinates were established by classical geodetic methods
 JA1975.and adjusted by the National Geodetic Survey in May 1999.
 JA1975
 JA1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1975.GEOID18 height accuracy estimate available here.
 JA1975
 JA1975.Click photographs - Photos may exist for this station.
 JA1975
 JA1975.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1975
 JA1975. The following values were computed from the NAD 83(1997) position.
 JA1975
 JA1975;                    North         East     Units Scale Factor Converg.
 JA1975;SPC IN W     -   332,932.496   903,961.033   MT  0.99996686   +0 01 40.8
 JA1975;SPC IN W     - 1,092,296.03  2,965,745.49   sFT  0.99996686   +0 01 40.8
 JA1975;UTM  16      - 4,233,243.145   496,667.764   MT  0.99960014   -0 01 24.9
 JA1975
 JA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9666733243(NAD 83)
 JA1975
 JA1975                          SUPERSEDED SURVEY CONTROL
 JA1975
 JA1975  NAD 83(1993)-  38 14 49.90763(N)    087 02 17.09774(W) AD(       ) 3
 JA1975  NAD 83(1986)-  38 14 49.91180(N)    087 02 17.09766(W) AD(       ) 3
 JA1975  NAD 27      -  38 14 49.72200(N)    087 02 17.10100(W) AD(       ) 3
 JA1975
 JA1975.Superseded values are not recommended for survey control.
 JA1975
 JA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1975.See file dsdata.pdf to determine how the superseded data were derived.
 JA1975
 JA1975_MARKER: 53 = ELEVATED TANK
 JA1975
 JA1975  HISTORY     - Date     Condition        Report By
 JA1975  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1975
 JA1975                          STATION DESCRIPTION
 JA1975
 JA1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1975'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED NEAR THE
 JA1975'NORTH EDGE OF THE TOWN,
 JA1975'ON THE NORTHWEST CORNER OF TWO UNPAVED (NO NAME)
 JA1975'STREETS.  IT IS 125 FEET WEST
 JA1975'OF THE NORTHEAST CORNER OF THE ST JAMES
 JA1975'CATHOLIC CHURCH.  IT IS BUILT OF STEEL AND IS
 JA1975'135 FEET HIGH.  IT WAS
 JA1975'BUILT IN 1912.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2447 ***********************************************************************
 ME2447  DESIGNATION -  HOLMES
 ME2447  PID         -  ME2447
 ME2447  STATE/COUNTY-  IN/LA PORTE
 ME2447  COUNTRY     -  US
 ME2447  USGS QUAD   -  WESTVILLE (2019)
 ME2447
 ME2447                         *CURRENT SURVEY CONTROL
 ME2447  ______________________________________________________________________
 ME2447* NAD 83(1997) POSITION- 41 36 56.78278(N) 086 53 37.72355(W)   ADJUSTED
 ME2447* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 ME2447  ______________________________________________________________________
 ME2447  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 ME2447  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 ME2447  HORZ ORDER      -  THIRD
 ME2447
 ME2447.The horizontal coordinates were established by classical geodetic methods
 ME2447.and adjusted by the National Geodetic Survey in May 1999.
 ME2447
 ME2447.The orthometric height was scaled from a topographic map.
 ME2447
 ME2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2447.GEOID18 height accuracy estimate available here.
 ME2447
 ME2447.Click photographs - Photos may exist for this station.
 ME2447
 ME2447.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2447
 ME2447. The following values were computed from the NAD 83(1997) position.
 ME2447
 ME2447;                    North         East     Units Scale Factor Converg.
 ME2447;SPC IN W     -   706,960.932   915,795.559   MT  0.99996974   +0 07 33.1
 ME2447;SPC IN W     - 2,319,420.99  3,004,572.60   sFT  0.99996974   +0 07 33.1
 ME2447;UTM  16      - 4,607,122.817   508,846.935   MT  0.99960096   +0 04 13.9
 ME2447
 ME2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2447!SPC IN W     -   0.99996877  x   0.99996974  =   0.99993851
 ME2447!UTM  16      -   0.99996877  x   0.99960096  =   0.99956975
 ME2447
 ME2447:                Primary Azimuth Mark                     Grid Az
 ME2447:SPC IN W     -  HOLMES AZ MK                             357 06 00.0
 ME2447:UTM  16      -  HOLMES AZ MK                             357 09 19.2
 ME2447
 ME2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0884607122(NAD 83)
 ME2447
 ME2447|---------------------------------------------------------------------|
 ME2447| PID    Reference Object                     Distance      Geod. Az  |
 ME2447|                                                           dddmmss.s |
 ME2447| CM3685 HOLMES RM 2                          22.527 METERS 09334     |
 ME2447| CM3684 HOLMES RM 1                          31.897 METERS 19052     |
 ME2447| CM3683 HOLMES AZ MK                                       3571333.1 |
 ME2447|---------------------------------------------------------------------|
 ME2447
 ME2447                          SUPERSEDED SURVEY CONTROL
 ME2447
 ME2447  NAD 83(1994)-  41 36 56.78753(N)    086 53 37.72739(W) AD(       ) 3
 ME2447  NAD 83(1986)-  41 36 56.78739(N)    086 53 37.72734(W) AD(       ) 3
 ME2447  NAD 27      -  41 36 56.64200(N)    086 53 37.62700(W) AD(       ) 3
 ME2447
 ME2447.Superseded values are not recommended for survey control.
 ME2447
 ME2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2447.See file dsdata.pdf to determine how the superseded data were derived.
 ME2447
 ME2447_MARKER: DS = TRIANGULATION STATION DISK
 ME2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2447_STAMPING: HOLMES 1952
 ME2447_MARK LOGO: CGS
 ME2447_PROJECTION: FLUSH
 ME2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2447+STABILITY: SURFACE MOTION
 ME2447
 ME2447  HISTORY     - Date     Condition        Report By
 ME2447  HISTORY     - 1952     MONUMENTED       CGS
 ME2447
 ME2447                          STATION DESCRIPTION
 ME2447
 ME2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2447'STATION IS LOCATED 4 MILES NORTH OF WESTVILLE ON PROPERTY OWNED BY
 ME2447'MR. WILLIAM SCHELENE.  IT
 ME2447'IS 300 FEET EAST OF A BRICK HOUSE, 79 FEET EAST OF THE CENTER OF U.S.
 ME2447'HIGHWAY 421, 59 FEET NORTH OF THE
 ME2447'NORTHWEST CORNER OF A BARN AND 42 FEET EAST OF A WHITE
 ME2447'WITNESS POST AND TELEPHONE POLE.  THE MARK
 ME2447'IS FLUSH AND THE DISK IS STAMPED HOLMES 1952.
 ME2447'
 ME2447'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE SOUTHWEST CORNER OF THE
 ME2447'BARN AND 1 FOOT NORTH OF A FENCE
 ME2447'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOLMES NO 1 1952.
 ME2447'
 ME2447'REFERENCE MARK NO. 2 IS 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2447'THE BARN AND 1 FOOT WEST OF A
 ME2447'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOLMES NO 2
 ME2447'1952.
 ME2447'
 ME2447'AZIMUTH MARK IS 200 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 ME2447'HOUSE, 29 FEET WEST OF THE
 ME2447'CENTER OF U.S. HIGHWAY 421 AND 10 FEET SOUTH OF A WHITE WITNESS POST.
 ME2447'THE MARK IS FLUSH AND THE DISK IS
 ME2447'STAMPED HOLMES 1952.
 ME2447'
 ME2447'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421 AND
 ME2447'STATE HIGHWAY 2, 1 MILE NORTH OF
 ME2447'WESTVILLE, GO NORTH ON HIGHWAY 421 FOR 3.6 MILES TO THE STATION ON
 ME2447'THE RIGHT AS DESCRIBED, CONTINUE ON
 ME2447'THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT
 ME2447'AS DESCRIBED.
 ME2447'
 ME2447'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1863 ***********************************************************************
 JZ1863  DESIGNATION -  HOLTON NORTH BASE
 JZ1863  PID         -  JZ1863
 JZ1863  STATE/COUNTY-  IN/RIPLEY
 JZ1863  COUNTRY     -  US
 JZ1863  USGS QUAD   -  VERSAILLES (2019)
 JZ1863
 JZ1863                         *CURRENT SURVEY CONTROL
 JZ1863  ______________________________________________________________________
 JZ1863* NAD 83(1997) POSITION- 39 04 48.86894(N) 085 22 19.61337(W)   ADJUSTED
 JZ1863* NAVD 88 ORTHO HEIGHT -   282.445 (meters)      926.66  (feet) POSTED
 JZ1863  ______________________________________________________________________
 JZ1863  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ1863  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 JZ1863  DYNAMIC HEIGHT  -        282.26  (meters)      926.0   (feet) COMP
 JZ1863  MODELED GRAVITY -    979,972.6   (mgal)                       NAVD 88
 JZ1863
 JZ1863  HORZ ORDER      -  FIRST
 JZ1863  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1863
 JZ1863.The horizontal coordinates were established by classical geodetic methods
 JZ1863.and adjusted by the National Geodetic Survey in May 1999.
 JZ1863
 JZ1863.The orthometric height was determined by differential leveling
 JZ1863.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1863
 JZ1863.* This is a POSTED BENCH MARK height.
 JZ1863
 JZ1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1863.GEOID18 height accuracy estimate available here.
 JZ1863
 JZ1863.Click photographs - Photos may exist for this station.
 JZ1863
 JZ1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1863
 JZ1863.The dynamic height is computed by dividing the NAVD 88
 JZ1863.geopotential number by the normal gravity value computed on the
 JZ1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1863.degrees latitude (g = 980.6199 gals.).
 JZ1863
 JZ1863.The modeled gravity was interpolated from observed gravity values.
 JZ1863
 JZ1863. The following values were computed from the NAD 83(1997) position.
 JZ1863
 JZ1863;                    North         East     Units Scale Factor Converg.
 JZ1863;SPC IN E     -   425,445.390   125,486.296   MT  0.99997466   +0 11 08.5
 JZ1863;SPC IN E     - 1,395,815.42    411,699.62   sFT  0.99997466   +0 11 08.5
 JZ1863;UTM  16      - 4,326,942.302   640,806.010   MT  0.99984413   +1 01 35.0
 JZ1863
 JZ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1863!SPC IN E     -   0.99996104  x   0.99997466  =   0.99993570
 JZ1863!UTM  16      -   0.99996104  x   0.99984413  =   0.99980518
 JZ1863
 JZ1863:                Primary Azimuth Mark                     Grid Az
 JZ1863:SPC IN E     -  HOLTON SOUTH BASE                        175 42 28.2
 JZ1863:UTM  16      -  HOLTON SOUTH BASE                        174 52 01.7
 JZ1863
 JZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4080626942(NAD 83)
 JZ1863
 JZ1863|---------------------------------------------------------------------|
 JZ1863| PID    Reference Object                     Distance      Geod. Az  |
 JZ1863|                                                           dddmmss.s |
 JZ1863| JZ3337 HOLTON SOUTH BASE                   APPROX. 5.5 KM 1755336.7 |
 JZ1863|---------------------------------------------------------------------|
 JZ1863
 JZ1863                          SUPERSEDED SURVEY CONTROL
 JZ1863
 JZ1863  NAD 83(1995)-  39 04 48.87045(N)    085 22 19.61126(W) AD(       ) 1
 JZ1863  NAD 83(1993)-  39 04 48.87184(N)    085 22 19.61410(W) AD(       ) 1
 JZ1863  NAD 83(1986)-  39 04 48.87092(N)    085 22 19.61444(W) AD(       ) 1
 JZ1863  NAD 27      -  39 04 48.68000(N)    085 22 19.75000(W) AD(       ) 1
 JZ1863  USSD        -  39 04 48.84200(N)    085 22 19.58000(W) AD(       ) 3
 JZ1863  NGVD 29 (??/??/92)  282.58   (m)          927.1    (f) COMPUTED    1 2
 JZ1863  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 JZ1863
 JZ1863.Superseded values are not recommended for survey control.
 JZ1863
 JZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1863.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1863
 JZ1863_MARKER: B = BOLT
 JZ1863_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1863_STAMPING: HOLTON BASE LINE 1891 NORTH BASE
 JZ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1863
 JZ1863  HISTORY     - Date     Condition        Report By
 JZ1863  HISTORY     - 1890     MONUMENTED       CGS
 JZ1863  HISTORY     - 1935     GOOD             CGS
 JZ1863  HISTORY     - 1935     GOOD             CGS
 JZ1863  HISTORY     - 1939     GOOD             CGS
 JZ1863  HISTORY     - 1970     GOOD             NGS
 JZ1863  HISTORY     - 1970     GOOD             NGS
 JZ1863
 JZ1863                          STATION DESCRIPTION
 JZ1863
 JZ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (ATM)
 JZ1863'ABOUT 1 MILE EAST OF HOLTON, IN OTTER CREEK TOWNSHIP, IN THE
 JZ1863'SOUTHEAST CORNER OF SEC. 2, T. 7 N., R. 10 E., ON LAND  BELONGING
 JZ1863'TO SAM COX, 28.9 METERS SOUTH OF THE SOUTH RAIL OF THE B AND
 JZ1863'O SOUTHWESTERN RAILROAD TRACK. THE STATION IS MARKED BY A CROSS
 JZ1863'AND SMALL DRILL HOLE IN THE TOP OF A COPPER BOLT SET IN THE CENTER OF
 JZ1863'THE TOP OF A BLOCK OF LIMESTONE 3 FEET SQUARE AND 2-1/2
 JZ1863'FEET THICK, MADE UP OF TWO PARTS, ONE 9 INCHES THICK AND THE OTHER 21
 JZ1863'INCHES THICK, CEMENTED TOGETHER. THIS BLOCK RESTS ON A CONCRETE
 JZ1863'FOUNDATION 4 FEET
 JZ1863'SQUARE AND 1 FOOT THICK, WITH A HOLE 1 FOOT SQUARE AT THE CENTER TO
 JZ1863'GIVE ACCESS TO THE UNDERGROUND MARK, WHICH CONSISTS OF A
 JZ1863'COPPER BOLT IN THE TOP OF A LIMESTONE POST 6 INCHES SQUARE AND 2 FEET
 JZ1863'LONG.  THE SURFACE MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 JZ1863'AND HAS ITS UPPER EDGES BEVELED.  ON THIS SURFACE MARK IS A LIMESTONE
 JZ1863'SHAFT 3 FEET HIGH, 2 FEET SQUARE AT THE BASE, 1 FOOT SQUARE AT
 JZ1863'THE TOP, WITH U.S. COAST AND GEODETIC SURVEY CUT ON THE SOUTH FACE,
 JZ1863'NORTH BASE ON THE EAST FACE, AND HOLTON BASE LINE 1891 ON THE WEST
 JZ1863'FACE.  FOUR REFERENCE MARKS EACH CONSISTING OF A STONE POST 6
 JZ1863'INCHES SQUARE AND 2 FEET LONG, WITH A COPPER BOLT AT THE CENTER OF
 JZ1863'THE TOP, ARE AT THE FOLLOWING DISTANCES AND BEARINGS FROM
 JZ1863'THE STATION-15.0 METERS 85 S DEG. 54 MIN W., 14.95 METERS N 04 DEG 06
 JZ1863'MIN W., 15.00 METERS N 85 DEG 54 MIN E., 15.01 METERS S 04 DEG 06 MIN
 JZ1863
 JZ1863                          STATION RECOVERY (1935)
 JZ1863
 JZ1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ1863'ALL DETAILS OF ORIGINAL DESCRIPTION APPLY.  ALL MARKERS AND
 JZ1863'REFERENCES IN PLACE AND IN GOOD CONDITION.  THE MARKER AND TWO
 JZ1863'OF THE REFERENCE STONES ARE IN A NORTH AND SOUTH FENCE LINE AND ABOUT
 JZ1863'300 YARDS NORTH OF U.S. HIGHWAY 50, AT A POINT ABOUT 1/4 MILE
 JZ1863'WEST OF THE FIRST CROSS ROAD EAST OF HOLTON.
 JZ1863
 JZ1863                          STATION RECOVERY (1935)
 JZ1863
 JZ1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ1863'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE STONE
 JZ1863'MONUMENT IS PLUMB AND NO INDICATION OF HAVING SETTLED OFF
 JZ1863'CENTER.  A NORTH AND SOUTH FENCE PASSES OVER THE WEST SIDE OF THE
 JZ1863'BASE OF THE MONUMENT.  THE STATION IS ABOUT 1/4 MILE NORTH OF
 JZ1863'U.S. HIGHWAY 50 AT A POINT 1/4 MILE WEST OF THE FIRST T-ROAD SOUTH,
 JZ1863'EAST OF HOLTON.
 JZ1863'
 JZ1863'TO REACH FROM HOLTON, GO EAST ON U.S. HIGHWAY 50 AND ABOUT 1.0 MILE,
 JZ1863'THEN NORTH THROUGH FIELD 1/4 MILE TO STATION.
 JZ1863
 JZ1863                          STATION RECOVERY (1939)
 JZ1863
 JZ1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1863'THE STATION MARK AND THREE OF THE REFERENCE MARKS WERE RECOVERED AND
 JZ1863'FOUND IN GOOD CONDITION.  THE FOURTH REFERENCE MARK DESCRIBED IN
 JZ1863'THE ORIGINAL DESCRIPTION AS BEING 15.0 METERS FROM THE STATION,
 JZ1863'N 85 DEG 45 MIN E WAS NOT RECOVERED.  HOWEVER, GEORGE W.
 JZ1863'ROBINSON, THE PRESENT OWNER OF THE PROPERTY, FURNISHED THE
 JZ1863'INFORMATION THAT HE HAD REMOVED IT AND REPLACED IT IN THE SAME
 JZ1863'LOCATION BUT SO THAT THE TOP IS NOW 1 FOOT BELOW THE SURFACE.  THIS
 JZ1863'MARK IS IN PLOWED GROUND.  THE REFERENCE MARK WHICH IS 15.01
 JZ1863'METERS S 04 DEG 06 MIN E. FROM THE STATION, HAS THE COPPER BOLT
 JZ1863'REMOVED, BUT IS OTHERWISE IN GOOD CONDITION.  DISTANCES AND AZIMUTHS
 JZ1863'OF THE THREE REFERENCE MARKS RECOVERED CHECKED WITH THE
 JZ1863'ORIGINAL.  A DISCREPANCY IN THE ORIGINAL DESCRIPTION OF THE
 JZ1863'INSCRIPTIONS ON THE LIMESTONE SHAFT WAS NOTED.  THE INSCRIPTION
 JZ1863'U.S. COAST AND GEODETIC SURVEY IS ON THE WEST FACE, NORTH BASE ON THE
 JZ1863'SOUTH FACE, AND HOLTON BASE LINE ON THE NORTH FACE.  THERE IS
 JZ1863'NO INSCRIPTION ON THE EAST FACE.
 JZ1863'
 JZ1863'A COMPLETE NEW DESCRIPTION OF THIS STATION FOLLOWS-
 JZ1863'
 JZ1863'THE STATION IS ABOUT 1 MILE EAST OF HOLTON, IN OTTER CREEK TOWNSHIP,
 JZ1863'IN THE S.E. CORNER OF SEC. 2, T. 7 N., R. 10 E., ON LAND BELONGING
 JZ1863'TO GEO. W. ROBINSON, 28.9 METERS SOUTH OF THE SOUTH RAIL OF THE B.
 JZ1863'AND O. SOUTHWESTERN RAILROAD TRACKS AND ABOUT 1 FOOT EAST OF A
 JZ1863'WIRE FENCE THAT RUNS IN A NORTH-SOUTH DIRECTION.  THE UNDERGROUND
 JZ1863'MARK CONSISTS OF A COPPER BOLT IN THE TOP OF A 6 INCH SQUARE
 JZ1863'LIMESTONE POST 2 FEET LONG.  THE SURFACE MARK CONSISTS OF CROSS AND
 JZ1863'SMALL DRILL HOLE IN THE TOP OF A COPPER BOLT SET IN THE CENTER OF
 JZ1863'THE TOP OF A BLOCK OF LIMESTONE 3 FEET SQUARE AND 2-1/2 FEET
 JZ1863'THICK MADE UP OF TWO PARTS, ONE 9 INCHES THICK, THE OTHER 21 INCHES
 JZ1863'THICK AND CEMENTED TOGETHER, THIS BLOCK RESTS ON A CONCRETE
 JZ1863'FOUNDATION 4 FEET SQUARE AND ONE FOOT THICK WITH A HOLE ONE FOOT
 JZ1863'SQUARE IN THE CENTER TO GIVE ACCESS TO THE UNDERGROUND MARK.
 JZ1863'THE SURFACE MARK PROJECTS ABOUT 6 INCHES AND HAS ITS UPPER EDGES
 JZ1863'BEVELED.
 JZ1863'
 JZ1863'ON THE SURFACE MARK IS A LIMESTONE SHAFT 3 FEET HIGH, 2 FEET SQUARE
 JZ1863'AT THE BASE, AND ONE FOOT SQUARE AT TOP, WITH A 3/4 INCH COPPER
 JZ1863'BOLT IN THE CENTER OF THE TOP. THE SHAFT BEARS THE FOLLOWING
 JZ1863'INSCRIPTIONS U. S. COAST AND GEODETIC SURVEY ON THE WEST FACE,
 JZ1863'NORTH BASE ON THE SOUTH FACE, AND HOLTON BASE LINE 1891 ON THE NORTH
 JZ1863'FACE.
 JZ1863'
 JZ1863'THERE ARE FOUR REFERENCE MARKS EACH CONSISTING OF A STONE POST 6
 JZ1863'INCHES SQUARE AND 2 FT. LONG WITH A COPPER BOLT IN THE CENTER OF THE
 JZ1863'TOP AT THE FOLLOWING DISTANCES AND BEARINGS FROM  THE STATION-15.0
 JZ1863'METERS S 85 DEG. 54 MIN W., 14.95 METERS N 4 DEG. 06 MIN W., 15.00 M.
 JZ1863'N 85 DEG. 54 MIN. E AND 15.01 M. S 4 DEG 06 MIN E THE FOLLOWING ADDITI
 JZ1863'MEASUREMENTS WERE MADE-DISTANCE BETWEEN THE EASTERLY AND
 JZ1863'SOUTHERLY REFERENCE MARKS IS 21.183 METERS, 69.5 FEET, BETWEEN THE
 JZ1863'EASTERLY AND NORTHERLY REFERENCE MARKS 21.0 METERS, 69.55 FEET.
 JZ1863'
 JZ1863'TO REACH SITE OF STATION FROM HOLTON HIGH SCHOOL IN HOLTON, GO EAST
 JZ1863'ON U. S. ROUTE 50 FOR 0.65 MILE TO A REVERSE Y AND THE ROBINSON
 JZ1863'HOME ON THE LEFT, CONTINUE ON U. S. ROUTE 50 FOR 0.05 MILE TO DRIVEWAY
 JZ1863'ON LEFT LEADING INTO BARN LOT, TURN LEFT IN DRIVEWAY AND GO AROUND
 JZ1863'BARN TO RIGHT AND ENTER INTO FARM ROAD WHICH LEADS NORTH, GO 0.2 MILE
 JZ1863'TO GATE, HERE TURN RIGHT E. FOLLOWING LANE AND GO 0.2 MI. TO
 JZ1863'GATE ON LEFT LEADING INTO PASTURE, TURN LEFT THROUGH GATE AND
 JZ1863'FOLLOW FENCE NORTH FOR 0.35 MILE TO STATION ON FENCE LINE.
 JZ1863
 JZ1863                          STATION RECOVERY (1970)
 JZ1863
 JZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ1863'RM 5 TO RM 6 IS OBSTRUCTED - NO MEASUREMENT.
 JZ1863'
 JZ1863'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALL PREVIOUS
 JZ1863'REFERENCE MARKS HAVE BEEN DESTROYED.  REFERENCE MARKS 5 AND 6 AND AN
 JZ1863'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE TO CHANGES, A
 JZ1863'COMPLETE NEW DESCRIPTION FOLLOWS.
 JZ1863'
 JZ1863'THE STATION IS LOCATED IN A LARGE FIELD ABOUT 6.5 MILES WEST OF
 JZ1863'VERSAILLES, 5.5 MILES SOUTHWEST OF OSGOOD, AND 0.75 MILE NORTHEAST
 JZ1863'OF HOLTON.  IT IS ON PROPERTY OWNED BY MR. TAD LANEHART.
 JZ1863'
 JZ1863'TO REACH THE STATION FROM THE HOLTON HIGH SCHOOL ON U.S. HIGHWAY 50
 JZ1863'IN HOLTON, GO EAST ON U.S. HIGHWAY 50 FOR 0.65 MILE TO A REVERSE
 JZ1863'Y-INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.3
 JZ1863'MILE TO A FIELD ENTRANCE ON THE RIGHT JUST BEFORE REACHING A
 JZ1863'RAILROAD CROSSING.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 JZ1863'CONTINUE AHEAD NORTH ON THE GRAVELED ROAD CROSSING THE TRACKS
 JZ1863'FOR APPROXIMATELY 75 YARDS TO THE AZIMUTH MARK ON THE RIGHT AS
 JZ1863'DESCRIBED.) TURN RIGHT INTO THE FIELD AND GO EAST ALONG
 JZ1863'THE SOUTH SIDE OF A FENCE FOR 0.3 MILE TO THE STATION ON THE
 JZ1863'RIGHT.
 JZ1863'
 JZ1863'THE STATION MARK IS A LIMESTONE MONUMENT WITH A 3/4 INCH COPPER BOLT
 JZ1863'SET IN THE TOP.  THE MONUMENT IS 1.6 FEET SQUARE AT THE BASE, 1 FOOT
 JZ1863'SQUARE AT THE TOP, AND PROJECTS 4 FEET ABOVE THE SURFACE OF THE
 JZ1863'GROUND.  THE MONUMENT HAS THE FOLLOWING INSCRIPTIONS IN 4 INCH
 JZ1863'LETTERS--HOLTON BASE LINE 1891 ON THE NORTH FACE, U.S. COAST AND
 JZ1863'GEODETIC SURVEY ON THE WEST FACE, AND NORTH BASE ON THE SOUTH
 JZ1863'FACE.  IT IS 98.5 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 JZ1863'TRACK AND 60.7 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE ALONG
 JZ1863'THE RAILROAD TRACKS.
 JZ1863'
 JZ1863'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HOLTON NORTH BASE 1890
 JZ1863'NO 5 1970 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 JZ1863'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 40 FEET
 JZ1863'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK AND 1.5 FEET SOUTH OF
 JZ1863'THE SOUTH RIGHT OF WAY FENCE.
 JZ1863'
 JZ1863'REFERENCE MARK 6 IS A STANDARD DISK STAMPED HOLTON NORTH BASE 1890
 JZ1863'NO 6 1970 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 JZ1863'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 40 FEET
 JZ1863'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK AND 1 FOOT SOUTH OF
 JZ1863'THE SOUTH RIGHT OF WAY FENCE.
 JZ1863'
 JZ1863'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLTON NORTH BASE 1890
 JZ1863'1970 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 JZ1863'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43 FEET
 JZ1863'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 36.5 FEET NORTH
 JZ1863'OF THE NORTH RAIL OF A RAILROAD TRACK, 2 FEET SOUTHWEST OF A
 JZ1863'METAL WITNESS POST WITH A SIGN ATTACHED, AND 1 FOOT SOUTH OF THE
 JZ1863'NORTH RIGHT OF WAY FENCE.
 JZ1863'
 JZ1863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE
 JZ1863'NORTHEAST OF HOLTON.
 JZ1863'
 JZ1863'HEIGHT OF LIGHT ABOVE STATION MARK 94.9 FEET.
 JZ1863
 JZ1863                          STATION RECOVERY (1970)
 JZ1863
 JZ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JZ1863'0.8 MI NE FROM HOLTON.
 JZ1863'5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1863'STATION AT OSGOOD, 0.75 MILE NORTHEAST OF HOLTON, 0.4 MILE NORTH
 JZ1863'OF U.S. HIGHWAY 50, 0.3 MILE EAST OF A GRAVELED ROAD, 98.5 FEET
 JZ1863'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, AND 60.7 FEET
 JZ1863'SOUTH OF THE SOUTH RIGHT OF WAY FENCE ALONG THE RAILROAD TRACKS.
 JZ1863'A COPPER BOLT, SET IN THE TOP OF A 4 FOOT STONE MONUMENT MARKED
 JZ1863'HOLTON BASE LINE 1891 ON THE NORTH FACE, U.S. COAST AND GEODETIC
 JZ1863'SURVEY ON THE WEST FACE, AND NORTH BASE ON THE SOUTH FACE.
 JZ1863'SEC 2, T 7N, R 10E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3337 ***********************************************************************
 JZ3337  DESIGNATION -  HOLTON SOUTH BASE
 JZ3337  PID         -  JZ3337
 JZ3337  STATE/COUNTY-  IN/RIPLEY
 JZ3337  COUNTRY     -  US
 JZ3337  USGS QUAD   -  VERSAILLES (2019)
 JZ3337
 JZ3337                         *CURRENT SURVEY CONTROL
 JZ3337  ______________________________________________________________________
 JZ3337* NAD 83(1997) POSITION- 39 01 50.95488(N) 085 22 03.23670(W)   ADJUSTED
 JZ3337* NAVD 88 ORTHO HEIGHT -   278.6   (meters)      914.    (feet) VERTCON3
 JZ3337  ______________________________________________________________________
 JZ3337  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ3337  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 JZ3337  HORZ ORDER      -  FIRST
 JZ3337
 JZ3337.The horizontal coordinates were established by classical geodetic methods
 JZ3337.and adjusted by the National Geodetic Survey in May 1999.
 JZ3337
 JZ3337.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3337
 JZ3337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3337.GEOID18 height accuracy estimate available here.
 JZ3337
 JZ3337.Click photographs - Photos may exist for this station.
 JZ3337
 JZ3337.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3337
 JZ3337. The following values were computed from the NAD 83(1997) position.
 JZ3337
 JZ3337;                    North         East     Units Scale Factor Converg.
 JZ3337;SPC IN E     -   419,960.342   125,897.954   MT  0.99997492   +0 11 18.1
 JZ3337;SPC IN E     - 1,377,819.89    413,050.20   sFT  0.99997492   +0 11 18.1
 JZ3337;UTM  16      - 4,321,464.591   641,297.998   MT  0.99984584   +1 01 41.4
 JZ3337
 JZ3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3337!SPC IN E     -   0.99996165  x   0.99997492  =   0.99993657
 JZ3337!UTM  16      -   0.99996165  x   0.99984584  =   0.99980749
 JZ3337
 JZ3337:                Primary Azimuth Mark                     Grid Az
 JZ3337:SPC IN E     -  HOLTON NORTH BASE                        355 42 28.9
 JZ3337:UTM  16      -  HOLTON NORTH BASE                        354 52 05.6
 JZ3337
 JZ3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4129721464(NAD 83)
 JZ3337
 JZ3337|---------------------------------------------------------------------|
 JZ3337| PID    Reference Object                     Distance      Geod. Az  |
 JZ3337|                                                           dddmmss.s |
 JZ3337| JZ1863 HOLTON NORTH BASE                   APPROX. 5.5 KM 3555347.0 |
 JZ3337|---------------------------------------------------------------------|
 JZ3337
 JZ3337                          SUPERSEDED SURVEY CONTROL
 JZ3337
 JZ3337  NAD 83(1995)-  39 01 50.95641(N)    085 22 03.23434(W) AD(       ) 1
 JZ3337  NAD 83(1993)-  39 01 50.95781(N)    085 22 03.23692(W) AD(       ) 1
 JZ3337  NAD 83(1986)-  39 01 50.95696(N)    085 22 03.23755(W) AD(       ) 1
 JZ3337  NAD 27      -  39 01 50.76400(N)    085 22 03.37600(W) AD(       ) 1
 JZ3337  USSD        -  39 01 50.92600(N)    085 22 03.20400(W) AD(       ) 3
 JZ3337  NGVD 29 (07/19/86)  278.7    (m)          914.     (f) VERT ANG       
 JZ3337
 JZ3337.Superseded values are not recommended for survey control.
 JZ3337
 JZ3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3337.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3337
 JZ3337_MARKER: B = BOLT
 JZ3337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3337
 JZ3337  HISTORY     - Date     Condition        Report By
 JZ3337  HISTORY     - 1890     MONUMENTED       CGS
 JZ3337  HISTORY     - 1935     GOOD             CGS
 JZ3337  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JZ3337
 JZ3337                          STATION DESCRIPTION
 JZ3337
 JZ3337'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (ATM)
 JZ3337'ABOUT 1-1/2 MILES NORTH OF NEW MARION, IN CENTER TOWNSHIP, IN THE
 JZ3337'NORTHWEST CORNER OF SEC. 25, T. 7 N., R. 10 E., ON LAND
 JZ3337'BELONGING TO MR. HILSON.
 JZ3337'
 JZ3337'THE STATION IS MARKED BY A CROSS AND SMALL DRILL HOLE IN THE TOP OF A
 JZ3337'COPPER BOLT SET IN THE CENTER OF THE TOP OF A BLOCK OF LIMESTONE
 JZ3337'3 FEET SQUARE AND 2-1/2 FEET THICK MADE UP OF TWO PARTS, ONE 9 INCHES
 JZ3337'THICK AND THE OTHER 21 INCHES THICK, CEMENTED TOGETHER. THIS
 JZ3337'BLOCK RESTS ON A CONCRETE FOUNDATION 4 FEET SQUARE AND 1 FOOT THICK,
 JZ3337'WITH A HOLE 1 FOOT SQUARE AT THE CENTER TO GIVE ACCESS TO THE
 JZ3337'UNDERGROUND MARK, WHICH CONSISTS OF A COPPER BOLT IN THE TOP OF
 JZ3337'A LIMESTONE POST 6 IN. SQ. AND 2 FEET LONG. THE SURFACE MARK PROJECTS
 JZ3337'ABOUT 6 INCHES ABOVE THE GROUND AND HAS ITS UPPER EDGES BEVELED.
 JZ3337'ON THIS SURFACE MARK IS LIMESTONE SHAFT 3 FEET HIGH, 2 FEET SQUARE
 JZ3337'AT THE BASE, 1 FOOT SQUARE AT THE TOP WITH U.S. COAST AND
 JZ3337'GEODETIC SURVEY CUT ON THE SOUTH FACE, SOUTH BASE ON THE EAST FACE,
 JZ3337'AND HOLTON BASE LINE 1891 ON THE WEST FACE.  THE REFERENCE
 JZ3337'MARKS ARE AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION-
 JZ3337'13.02 METERS S 54 DEG. 37 MIN. W, 16.67 METERS N 41 DEG. 26 MIN. W,
 JZ3337'15.73 METERS N 34 DEG. 39 MIN. E, 11.75 METERS S 43 DEG. 04 MIN E. THE
 JZ3337'SECOND AND THIRD REFERENCE MARKS ARE IN THE FENCE LINE ON THE SOUTH
 JZ3337'SIDE OF THE PUBLIC ROAD NORTH OF THE STATION.
 JZ3337
 JZ3337                          STATION RECOVERY (1935)
 JZ3337
 JZ3337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ3337'ALL DETAILS OF ORIGINAL DESCRIPTION APPLY.  MARKER AND ALL REFERENCE
 JZ3337'STONES ARE IN PLACE AND IN GOOD CONDITION.
 JZ3337'
 JZ3337'REACHED FROM U.S. HIGHWAY 50 VIA THE GRAVEL ROAD LEADING SOUTH FROM A
 JZ3337'POINT ONE MILE EAST OF HOLTON, THE EXTREME SOUTH HALF MILE OF THIS
 JZ3337'ROAD IS NOW ABANDONED FOR PUBLIC USE, THE SOUTH END OF THIS ROAD
 JZ3337'INCLUDING THE ABANDONED SECTION IS ABOUT 3-1/4 MILES FROM U.S.
 JZ3337'HIGHWAY 50 AND THE STATION IS ABOUT 350 YARDS TO THE SOUTHEAST.
 JZ3337
 JZ3337                          STATION RECOVERY (1970)
 JZ3337
 JZ3337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3337'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER,
 JZ3337'THE OBELISK ATOP THE BASE MARK WAS FOUND DISPLACED BY APPROXIMATELY
 JZ3337'4 INCHES, AND WAS REMOVED DURING OCCUPATION OF THE STATION FOR
 JZ3337'REFINEMENT OF PLUMBING TO THE COPPER PLUG IN THE BASE MARK.  THE
 JZ3337'TWO PORTIONS OF THE STATION MARK EVIDENTLY WERE ORIGINALLY CEMENTED
 JZ3337'TOGETHER, ALTHOUGH LITTLE EVIDENCE OF THE CEMENT WAS FOUND.
 JZ3337'THE OBELISK WAS REPLACED AND PLUMBED OVER THE COPPER PLUG IN
 JZ3337'THE BASE MARK WHEN OBSERVATIONS WERE COMPLETED.  REFERENCE MARKS
 JZ3337'S 54 DEG 37 MIN AND N 41 DEG 26 MIN W WERE RECOVERED AND
 JZ3337'FOUND IN FAIR CONDITION, HOWEVER, THEY ARE NOT SET IN THE GROUND
 JZ3337'VERY DEEP AND DO NOT SEEM TO BE VERY STABLE.  A DIFFERENCE OF
 JZ3337'0.069 METERS TO REFERENCE MARK S 54 DEG 37 MIN W AND
 JZ3337'0.024 METERS TO REFERENCE MARK N 41 DEG 26 MIN W
 JZ3337'WAS NOTED AND VERIFIED ON THIS OCCUPATION.  REFERENCE MARKS
 JZ3337'N 34 DEG 39 MIN E AND S 53 DEG 04 MIN E WERE FOUND LYING ON
 JZ3337'THE STATION MARK AND ARE DESTROYED.  REFERENCE MARKS 5 AND
 JZ3337'6 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE
 JZ3337'TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 JZ3337'
 JZ3337'THE STATION IS ABOUT 7 MILES SOUTHWEST OF VERSAILLES, 3-1/2 MILES
 JZ3337'SOUTH OF HOLTON, 1-1/2 MILES NORTH OF NEW MARION, AND IN THE
 JZ3337'NORTHWEST CORNER OF SECTION 25, T 7 N, R 10 E, AND ON THE HIGHEST
 JZ3337'POINT OF A SMALL HILL OWNED BY MR. EMMETT SIEBEM, WHO RESIDES 0.15
 JZ3337'MILE SOUTH OF THE STATION.
 JZ3337'
 JZ3337'TO REACH THE STATION FROM THE POST OFFICE IN HOLTON, GO SOUTH ON BASE
 JZ3337'ROAD FOR 0.1 MILE TO U.S. HIGHWAY 50.  TURN LEFT AND GO EAST ON U.S.
 JZ3337'HIGHWAY 50 FOR 1.1 MILES TO A PAVED SIDE ROAD RIGHT (600W).  TURN
 JZ3337'RIGHT AND GO SOUTH ON PAVED ROAD 600 W FOR 3.0 MILES TO A SIDE
 JZ3337'ROAD RIGHT WITH GATE NUMBER 9-A LEADING INTO JEFFERSON PROVING
 JZ3337'GROUND.  CONTINUE AHEAD SOUTHERLY ON MAIN ROAD FOR 0.1 MILE TO A
 JZ3337'GATE AND FIELD ENTRANCE ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 JZ3337'CONTINUE AHEAD EASTERLY ON MAIN ROAD FOR 0.1 MILE TO A SMALL
 JZ3337'BRIDGE AND THE AZIMUTH MARK ON THE LEFT IN FENCE CORNER.)
 JZ3337'TURN SHARP LEFT AND GO NORTHERLY ON DIM FIELD ROAD FOR 0.1 MILE
 JZ3337'TO THE TOP OF A SMALL HILL AND THE STATION.
 JZ3337'
 JZ3337'THE STATION IS A 3/4-INCH COPPER PLUG, SET IN A DRILL HOLE SLIGHTLY
 JZ3337'DEPRESSED BELOW THE SURFACE AND IN THE CENTER OF A 36 BY 36 INCH
 JZ3337'MONUMENT THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND SURFACE.
 JZ3337'THE MONUMENT HAS AN 8-INCH BEVEL AT THE TOP, FORMING A 20-INCH
 JZ3337'SQUARE.  AN ADDITIONAL MONUMENT IN THE SHAPE OF AN OBELISK,
 JZ3337'ENGRAVED HOLTON BASE LINE 1891 ON ONE SIDE, ENGRAVED ON THE
 JZ3337'ADJACENT SIDE IS U.S.  COAST AND GEODETIC SURVEY, THE THIRD SIDE
 JZ3337'HAS SOUTH BASE ENGRAVED ON IT AND THE FOURTH SIDE IS UNMARKED, IS
 JZ3337'POSITIONED ATOP THE BASE MARK.  THE OBELISK IS 18 BY 18 INCHES
 JZ3337'AT THE BASE, SLOPING TO 12 BY 12 INCHES, THENCE A SHARP BEVEL TO THE
 JZ3337'TOP TO 2 BY 2 INCHES IN WHICH IS AN ENGRAVED CROSS.  THE OBELISK
 JZ3337'IS 1.202 METERS IN HEIGHT.  ALL MEASUREMENTS WERE MADE FROM THE
 JZ3337'BASE MARK AT THIS DATE.  THIS MONUMENT IS 70 FEET SOUTH OF A
 JZ3337'WIRE FENCE AND 62 FEET SOUTHEAST OF AN 18-INCH GUM TREE.
 JZ3337'
 JZ3337'REFERENCE MARK DESCRIBED AS BEING S 54 DEG 37 MIN IS A
 JZ3337'3/4-INCH COPPER PLUG SET IN A DRILL HOLE, IN THE TOP OF A 5 BY 5 BY
 JZ3337'24-INCH GRANITE POST, AND PROJECTS 6 INCHES ABOVE THE GROUND
 JZ3337'SURFACE.  IT IS 7 FEET SOUTH OF THE 18-INCH GUM TREE.
 JZ3337'
 JZ3337'REFERENCE MARK DESCRIBED AS BEING N 41 DEG 26 MIN W IS A
 JZ3337'3/4-INCH COPPER PLUG SET IN A DRILL HOLE IN THE TOP OF A 5 BY 5 BY
 JZ3337'24-INCH GRANITE POST, AND PROJECTS 4 INCHES ABOVE THE GROUND
 JZ3337'SURFACE.  IT IS 71-1/2 FEET SOUTH OF THE 18-INCH GUM TREE.
 JZ3337'
 JZ3337'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK STAMPED HOLTON
 JZ3337'SOUTH BASE 1890 NO 5 1970, SET IN THE TOP OF A 12-INCH ROUND
 JZ3337'CONCRETE MONUMENT AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 JZ3337'IT IS 22 FEET EAST OF THE 18-INCH GUM TREE AND 1-1/2 FEET SOUTH
 JZ3337'OF A FENCE.
 JZ3337'
 JZ3337'REFERENCE MARK 6 IS A STANDARD REFERENCE MARK DISK STAMPED HOLTON
 JZ3337'SOUTH BASE 1890 NO 6 1970, SET IN THE TOP OF A 12-INCH ROUND
 JZ3337'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 111
 JZ3337'FEET SOUTH OF THE FENCE.
 JZ3337'
 JZ3337'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED HOLTON
 JZ3337'SOUTH BASE 1890 1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 JZ3337'MONUMENT AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JZ3337'41-1/2 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 JZ3337'BRIDGE, 29 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 2-1/2 FEET
 JZ3337'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1
 JZ3337'FOOT SOUTHWEST OF A FENCE CORNER.
 JZ3337'
 JZ3337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JZ3337'NORTH OF NEW MARION.
 JZ3337'
 JZ3337'HEIGHT OF LIGHT ABOVE STATION MARK 111.55 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2008 ***********************************************************************
 LA2008  DESIGNATION -  HONDURAS 2
 LA2008  PID         -  LA2008
 LA2008  STATE/COUNTY-  IN/ADAMS
 LA2008  COUNTRY     -  US
 LA2008  USGS QUAD   -  LINN GROVE (2019)
 LA2008
 LA2008                         *CURRENT SURVEY CONTROL
 LA2008  ______________________________________________________________________
 LA2008* NAD 83(1997) POSITION- 40 44 39.15108(N) 085 00 34.21631(W)   NO CHECK
 LA2008* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 LA2008  ______________________________________________________________________
 LA2008  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 LA2008  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 LA2008  HORZ ORDER      -  THIRD
 LA2008
 LA2008.The horizontal coordinates were established by classical geodetic methods
 LA2008.and adjusted by the National Geodetic Survey in May 1999.
 LA2008
 LA2008.No horizontal observational check was made to the station.
 LA2008
 LA2008.The orthometric height was scaled from a topographic map.
 LA2008
 LA2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2008.GEOID18 height accuracy estimate available here.
 LA2008
 LA2008.Click photographs - Photos may exist for this station.
 LA2008
 LA2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2008
 LA2008. The following values were computed from the NAD 83(1997) position.
 LA2008
 LA2008;                    North         East     Units Scale Factor Converg.
 LA2008;SPC IN E     -   610,360.894   155,501.989   MT  1.00000457   +0 25 44.1
 LA2008;SPC IN E     - 2,002,492.37    510,176.11   sFT  1.00000457   +0 25 44.1
 LA2008;UTM  16      - 4,512,268.128   668,054.295   MT  0.99994763   +1 17 58.1
 LA2008
 LA2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2008!SPC IN E     -   0.99996514  x   1.00000457  =   0.99996971
 LA2008!UTM  16      -   0.99996514  x   0.99994763  =   0.99991277
 LA2008
 LA2008:                Primary Azimuth Mark                     Grid Az
 LA2008:SPC IN E     -  P 224                                    266 46 03.1
 LA2008:UTM  16      -  P 224                                    265 53 49.1
 LA2008
 LA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6805412268(NAD 83)
 LA2008
 LA2008|---------------------------------------------------------------------|
 LA2008| PID    Reference Object                     Distance      Geod. Az  |
 LA2008|                                                           dddmmss.s |
 LA2008| LA2007 HONDURAS                             22.583 METERS 10332     |
 LA2008| CC9372 HONDURAS RM 2                        13.322 METERS 17745     |
 LA2008| CF2965 HONDURAS 2 RM 3                      26.932 METERS 23423     |
 LA2008| LA0848 P 224                                              2671147.2 |
 LA2008|---------------------------------------------------------------------|
 LA2008
 LA2008                          SUPERSEDED SURVEY CONTROL
 LA2008
 LA2008  NAD 83(1995)-  40 44 39.15147(N)    085 00 34.21919(W) AD(       ) 3
 LA2008  NAD 83(1986)-  40 44 39.15347(N)    085 00 34.23159(W) AD(       ) 3
 LA2008  NAD 27      -  40 44 38.98590(N)    085 00 34.34530(W) AD(       ) 3
 LA2008
 LA2008.Superseded values are not recommended for survey control.
 LA2008
 LA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2008.See file dsdata.pdf to determine how the superseded data were derived.
 LA2008
 LA2008_MARKER: DS = TRIANGULATION STATION DISK
 LA2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2008_STAMPING: HONDURAS 2 1961
 LA2008_MARK LOGO: CGS
 LA2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2008+STABILITY: SURFACE MOTION
 LA2008
 LA2008  HISTORY     - Date     Condition        Report By
 LA2008  HISTORY     - 1961     MONUMENTED       CGS
 LA2008  HISTORY     - 1969     GOOD             CGS
 LA2008
 LA2008                          STATION DESCRIPTION
 LA2008
 LA2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LA2008'ABOUT 8-1/4 MILES E ALONG NO. 124 INDIANA HIGHWAY FROM ITS JUNCTION
 LA2008'WITH NO. 1 IND.  HWY. JUST N OF
 LA2008'BLUFFTON BUSINESS DISTRICT, ABOUT 3-3/4 MILES W FROM THE R.R.
 LA2008'CROSSING IN MONROE, 1-1/4 MILES E AND
 LA2008'1 MILE S OF THE CROSSROADS CALLED HONDURAS, 0.2 MILE E OF JOGGED
 LA2008'CROSSROADS, ABOUT 15 YARDS E OF CREST OF
 LA2008'SLIGHT RIDGE, 87 FEET N OF CENTER LINE OF
 LA2008'20-FOOT ASPHALT HWY., 49 FEET N OF FENCE CORNER, 1-1/2 FEET
 LA2008'W OF FENCE, BOTH DISKS ARE STAMPED
 LA2008'HONDURAS 2 1961 WITH THE UPPER MARK PROJECTING 0.1 FOOT ABOVE GROUND.
 LA2008'
 LA2008'REFERENCE MARK NO. 2 IS 43-1/2 FEET N OF CENTER LINE OF HWY., 5 FEET
 LA2008'N OF FENCE CORNER, 1 FOOT E OF
 LA2008'FENCE, AND PROJECTS 0.5 FOOT.
 LA2008'
 LA2008'REFERENCE MARK NO. 3 IS ON CREST OF RIDGE, 72 FEET W OF FENCE CORNER,
 LA2008'38 FEET N OF HWY. CENTER LINE,
 LA2008'2.7 FEET W OF STEEL WITNESS POST, AND PROJECTS 0.3 FOOT ABOVE GROUND.
 LA2008'
 LA2008'AZIMUTH MARK (BENCH MARK STAMPED P 224 1947) IS 63 FEET N OF HWY.
 LA2008'CENTER LINE, 27 FEET E OF
 LA2008'CENTER LINE OF 18-FOOT ASPHALT COUNTY ROAD THAT EXTENDS N. 2.0 FEET
 LA2008'NW OF STEEL WITNESS POST, AND
 LA2008'PROJECTS 0.1 FOOT ABOVE GROUND.
 LA2008
 LA2008                          STATION RECOVERY (1969)
 LA2008
 LA2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LA2008'THE STATION MARK, REFERENCE MARKS 2 AND 3 ALONG WITH THE BENCH
 LA2008'MARK USED AS THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  NO
 LA2008'SEARCH WAS MADE FOR THE UNDERGROUND STATION MARK HONDURAS 1955 AT THE
 LA2008'REQUEST OF MR. LLOYD BYERLY PRESENT PROPERTY OWNER.  A COMPLETE NEW
 LA2008'DESCRIPTION IS NEEDED.
 LA2008'
 LA2008'THE STATION MARK IS 29 FEET SOUTHWEST OF A 40 INCH OAK TREE, 103 FEET
 LA2008'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 44 FEET NORTHEAST OF A
 LA2008'POWER POLE, 87 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 59 FEET
 LA2008'SOUTH OF A POWER POLE, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LA2008'PROJECTS 2 INCHES AND IS STAMPED HONDURAS 2 1961.
 LA2008'
 LA2008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 124 AT
 LA2008'THE NORTH EDGE OF BUFFTON, GO EAST ON HIGHWAY 124 FOR 8.25 MILE TO
 LA2008'THE STATION ON THE LEFT.
 LA2008'
 LA2008'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 LA2008'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LA2008'
 LA2008'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF DRIVEWAY,
 LA2008'43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF
 LA2008'POWER POLE, 17 FEET SOUTH OF A 10 INCH HICKORY TREE, MONUMENT
 LA2008'PROJECTS 8 INCHES AND THE DISK IS STAMPED HONDURAS NO 2 1955.
 LA2008'
 LA2008'REFERENCE MARK 3 IS 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LA2008'3 FEET WEST OF A METAL WITNESS POST, 59 FEET WEST OF A POWER POLE
 LA2008'NO. 27 13 36 35, 90 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 LA2008'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED HONDURAS 2
 LA2008'NO 3 1961.
 LA2008'
 LA2008'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED P 224 1947 SET
 LA2008'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES, 63 FEET
 LA2008'NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE
 LA2008'CENTERLINE OF CO. RD. 400 W AND 2 FEET NORTHWEST OF A METAL WITNESS
 LA2008'POST.
 LA2008'
 LA2008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/4 EAST
 LA2008'OF BUFFTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0568 ***********************************************************************
 HA0568  FBN         -  This is a Federal Base Network Control Station.
 HA0568  DESIGNATION -  HONEY
 HA0568  PID         -  HA0568
 HA0568  STATE/COUNTY-  IN/SPENCER
 HA0568  COUNTRY     -  US
 HA0568  USGS QUAD   -  ROCKPORT (2019)
 HA0568
 HA0568                         *CURRENT SURVEY CONTROL
 HA0568  ______________________________________________________________________
 HA0568* NAD 83(2011) POSITION- 37 56 26.87993(N) 087 02 26.57648(W)   ADJUSTED
 HA0568* NAD 83(2011) ELLIP HT-    88.388 (meters)        (06/27/12)   ADJUSTED
 HA0568* NAD 83(2011) EPOCH   -  2010.00
 HA0568* NAVD 88 ORTHO HEIGHT -   119.659 (meters)      392.58  (feet) ADJUSTED
 HA0568  ______________________________________________________________________
 HA0568  GEOID HEIGHT    -        -31.266 (meters)                     GEOID18
 HA0568  NAD 83(2011) X  -    260,017.990 (meters)                     COMP
 HA0568  NAD 83(2011) Y  - -5,029,825.479 (meters)                     COMP
 HA0568  NAD 83(2011) Z  -  3,900,318.237 (meters)                     COMP
 HA0568  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 HA0568  DYNAMIC HEIGHT  -        119.579 (meters)      392.32  (feet) COMP
 HA0568  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 HA0568
 HA0568  VERT ORDER      -  FIRST     CLASS II
 HA0568
 HA0568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA0568  Standards:
 HA0568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA0568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA0568  -------------------------------------------------------------------
 HA0568  NETWORK    0.56   1.02           0.25   0.20   0.52     -0.04170255
 HA0568  -------------------------------------------------------------------
 HA0568  Click here for local accuracies and other accuracy information.
 HA0568
 HA0568.The horizontal coordinates were established by GPS observations
 HA0568.and adjusted by the National Geodetic Survey in June 2012.
 HA0568
 HA0568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA0568.been affixed to the stable North American tectonic plate. See 
 HA0568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA0568
 HA0568.The horizontal coordinates are valid at the epoch date displayed above
 HA0568.which is a decimal equivalence of Year/Month/Day.
 HA0568
 HA0568.The orthometric height was determined by differential leveling and
 HA0568.adjusted by the NATIONAL GEODETIC SURVEY
 HA0568.in June 1991.
 HA0568
 HA0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0568.GEOID18 height accuracy estimate available here.
 HA0568
 HA0568.Click photographs - Photos may exist for this station.
 HA0568
 HA0568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0568
 HA0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0568
 HA0568.The ellipsoidal height was determined by GPS observations
 HA0568.and is referenced to NAD 83.
 HA0568
 HA0568.The dynamic height is computed by dividing the NAVD 88
 HA0568.geopotential number by the normal gravity value computed on the
 HA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0568.degrees latitude (g = 980.6199 gals.).
 HA0568
 HA0568.The modeled gravity was interpolated from observed gravity values.
 HA0568
 HA0568. The following values were computed from the NAD 83(2011) position.
 HA0568
 HA0568;                    North         East     Units Scale Factor Converg.
 HA0568;SPC IN W     -   298,924.142   903,746.095   MT  0.99996684   +0 01 34.3
 HA0568;SPC IN W     -   980,720.29  2,965,040.31   sFT  0.99996684   +0 01 34.3
 HA0568;UTM  16      - 4,199,247.469   496,422.399   MT  0.99960016   -0 01 30.1
 HA0568
 HA0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0568!SPC IN W     -   0.99998613  x   0.99996684  =   0.99995297
 HA0568!UTM  16      -   0.99998613  x   0.99960016  =   0.99958630
 HA0568
 HA0568:                Primary Azimuth Mark                     Grid Az
 HA0568:SPC IN W     -  GRAND                                    103 20 48.9
 HA0568:UTM  16      -  GRAND                                    103 23 53.3
 HA0568
 HA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9642299247(NAD 83)
 HA0568
 HA0568|---------------------------------------------------------------------|
 HA0568| PID    Reference Object                     Distance      Geod. Az  |
 HA0568|                                                           dddmmss.s |
 HA0568| HA0558 GRAND                               APPROX. 5.1 KM 1032223.2 |
 HA0568| CG8036 HONEY AZ MK                                        1801141.7 |
 HA0568| HA0569 HONEY RM 1                           34.220 METERS 21143     |
 HA0568| HA0567 HONEY RM 2                           32.263 METERS 32432     |
 HA0568|---------------------------------------------------------------------|
 HA0568
 HA0568                          SUPERSEDED SURVEY CONTROL
 HA0568
 HA0568  NAD 83(2007)-  37 56 26.87997(N)    087 02 26.57730(W) AD(2002.00) 0
 HA0568  ELLIP H (02/10/07)   88.414  (m)                       GP(2002.00)    
 HA0568  NAD 83(1997)-  37 56 26.88001(N)    087 02 26.57702(W) AD(       ) B
 HA0568  ELLIP H (04/10/98)   88.437  (m)                       GP(       ) 4 1
 HA0568  NAD 83(1993)-  37 56 26.88242(N)    087 02 26.57640(W) AD(       ) 3
 HA0568  NAD 83(1986)-  37 56 26.88920(N)    087 02 26.57987(W) AD(       ) 3
 HA0568  NAD 27      -  37 56 26.70800(N)    087 02 26.59800(W) AD(       ) 3
 HA0568  NAVD 88             119.66   (m)          392.6    (f) LEVELING    3  
 HA0568  NGVD 29 (??/??/92)  119.759  (m)          392.91   (f) ADJ UNCH    1 2
 HA0568  NGVD 29             119.76   (m)          392.9    (f) LEVELING    3  
 HA0568
 HA0568.Superseded values are not recommended for survey control.
 HA0568
 HA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0568.See file dsdata.pdf to determine how the superseded data were derived.
 HA0568
 HA0568_MARKER: DS = TRIANGULATION STATION DISK
 HA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0568_STAMPING: HONEY 1946
 HA0568_MARK LOGO: CGS
 HA0568_PROJECTION: FLUSH
 HA0568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0568+STABILITY: SURFACE MOTION
 HA0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0568+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2015
 HA0568
 HA0568  HISTORY     - Date     Condition        Report By
 HA0568  HISTORY     - 1946     MONUMENTED       CGS
 HA0568  HISTORY     - 1965     GOOD             CGS
 HA0568  HISTORY     - 1965     GOOD             AIRSUR
 HA0568  HISTORY     - 19970902 GOOD             SEC
 HA0568  HISTORY     - 19980727 GOOD             WOOLPT
 HA0568  HISTORY     - 20030708 GOOD             INDOT
 HA0568  HISTORY     - 20100323 GOOD             JCLS
 HA0568  HISTORY     - 20100722 GOOD             GEOCAC
 HA0568  HISTORY     - 20120706 GOOD             FAMM
 HA0568  HISTORY     - 20120707 GOOD             FAMM
 HA0568  HISTORY     - 20131115 GOOD             INDOT
 HA0568  HISTORY     - 20150928 GOOD             USI
 HA0568
 HA0568                          STATION DESCRIPTION
 HA0568
 HA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0568'THIS STATION IS 5.0 MILES SOUTH OF THE POST OFFICE IN CHRISNEY AT A
 HA0568'CURVE IN STATE HIGHWAY 45.  THE STATION MARK IS 303.5 FEET NORTH
 HA0568'OF THE INTERSECTION OF THE HIGHWAY AND A GRAVEL SIDE ROAD, 37 FEET
 HA0568'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 13 FEET NORTHEAST
 HA0568'OF A STANDARD WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 HA0568'DISK IS STAMPED---HONEY 1946---.
 HA0568'
 HA0568'REFERENCE MARK NO. 1 IS 112.27 FEET SOUTHWEST OF THE STATION, 24 FEET
 HA0568'SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, AND 9 FEET
 HA0568'SOUTHWEST OF A HIGHWAY STOP SIGN.  THE MARK PROJECTS 6 INCHES AND THE
 HA0568'DISK IS STAMPED---HONEY NO. 1 1946---.
 HA0568'
 HA0568'REFERENCE MARK NO. 2 IS 105.85 FEET WEST OF THE STATION, 20 FEET
 HA0568'SOUTHWEST OF THE CENTERLINE OF GRAVEL ROAD, IN THE EDGE OF A
 HA0568'FIELD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA0568'---HONEY NO. 2 1946---.
 HA0568'
 HA0568'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH OF THE STATION ALONG
 HA0568'STATE HIGHWAY 45, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 23
 HA0568'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, AND 3 FEET EAST OF A
 HA0568'STANDARD WHITE WITNESS POST.  THE MARK PROJECTS 6
 HA0568'INCHES AND THE DISK IS STAMPED---HONEY 1946---.
 HA0568'
 HA0568'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0568
 HA0568                          STATION RECOVERY (1965)
 HA0568
 HA0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0568'THE STATION MARK, STAMPED---HONEY 1946---IS ABOUT 4.9 MILES SOUTH
 HA0568'ALONG THE SOUTHERN RAILROAD FROM THE POST OFFICE AT CHRISNEY, THENCE
 HA0568'0.3 MILE SOUTH ALONG A GRAVELED ROAD TO A Y-INTERSECTION WITH U.S.
 HA0568'HIGHWAY 231, OR ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILROAD
 HA0568'FROM THE POST OFFICE AT ROCKPORT, IN SECTION 2, T 7 S, R 6 W, 112.2
 HA0568'FEET NORTHEAST AND ACROSS THE ROAD FROM HONEY R.M. 1, 105.8 FEET
 HA0568'SOUTHEAST AND ACROSS THE ROAD FROM HONEY R.M. 2, 39 FEET EAST OF THE
 HA0568'CENTER LINE OF THE ROAD, 38 FEET WEST OF THE CENTER LINE OF A CURVE
 HA0568'IN THE HIGHWAY, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 HA0568'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0568'PROJECTING 4 INCHES.
 HA0568'
 HA0568'R.M. 1, STAMPED---HONEY NO 1 1946---IS 112.2 FEET SOUTHWEST AND ACROSS
 HA0568'THE ROAD FROM HONEY 1946, 91 1/2 FEET WEST-NORTHWEST AND ACROSS THE
 HA0568'HIGHWAY FROM A POWER POLE, 23 FEET WEST OF THE CENTER LINE OF THE
 HA0568'ROAD, 10 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 HA0568'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0568'
 HA0568'R.M. 2, STAMPED---HONEY NO 2 1946---IS 105.8 FEET NORTHWEST AND
 HA0568'ACROSS THE GRAVELED ROAD FROM HONEY 1946, 24 FEET WEST OF THE CENTER
 HA0568'LINE OF THE ROAD, 46 FEET NORTH OF TELEPHONE POLE 405, ABOUT 1 FOOT
 HA0568'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 HA0568'PROJECTING 4 INCHES.
 HA0568
 HA0568                          STATION RECOVERY (1965)
 HA0568
 HA0568'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0568'THE STATION WAS RECOVERED IN GOOD CONDITION, AZIMUTH MARK HAS POLE
 HA0568'ON LINE.
 HA0568
 HA0568                          STATION RECOVERY (1997)
 HA0568
 HA0568'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HA0568'THE STATION IS LOCATED ABOUT 25 MILES (40.2 KM) EAST OF EVANSVILLE. TO
 HA0568'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND STATE ROUTE
 HA0568'66, GO NORTH FOR 2.4 MILES (3.9 KM) ON STATE ROUTE 231 TO COUNTRY ROAD
 HA0568'75 EAST.  THE STATION IS 11.4 METERS (37.4 FT) EAST OF CENTER OF
 HA0568'COUNTRY ROAD 75 EAST AND 15.8 METERS (51.8 FT) NORTHWEST OF CENTER OF
 HA0568'STATE ROUTE 231.  CONTACT - HENRY ALDRIDGE AT INDOT, 100 NORTH SENATE
 HA0568'AVENUE, INDIANAPOLIS IN 46204-2249, PHONE 317-232-6764. LOCATED AT
 HA0568'AZIMUTH 308 DEGREES AND 20.84 METERS (68.37 FT) TO A POWER POLE,
 HA0568'AZIMUTH 43 DEGREES AND 13.20 METERS (43.31 FT) TO A POWER POLE,
 HA0568'AZIMUTH 208 DEGREES AND 11.95 METERS (39.21 FT) TO POWER POLE NUMBER
 HA0568'E70-745.
 HA0568
 HA0568                          STATION RECOVERY (1998)
 HA0568
 HA0568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 HA0568'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (EJR).
 HA0568
 HA0568                          STATION RECOVERY (2003)
 HA0568
 HA0568'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (DLF)
 HA0568'THE STATION IS LOCATED IN THE OHIO TOWNSHIP, APPROXIMATELY 1600 FT
 HA0568'SOUTH OF THE NORTH  1/4 CORNER OF THE NORTHEAST QUARTER OF SECTION 2,
 HA0568'T 7 S, R 6 W, 5.2 MI SOUTH OF CHRISNEY,  4.1 MI NORTH OF ROCKPORT,
 HA0568'27.8 MI EAST OF EVANSVILLE, 15.2 MI WEST OF TELL CITY.
 HA0568'OWNERSHIP--INDOT, 100 N. SENATE AVE., ROOM N642, INDIANAPOLIS, IN
 HA0568'46204-2249, CONTACT HENRY  ALDRIDGE AT PHONE 317-232-6764.
 HA0568'
 HA0568'TO REACH THE STATION FROM THE INTERSECTION OF THE NEW NORTHBOUND RAMP
 HA0568'FOR US  HIGHWAY 231 AND STATE ROAD 66, GO NORTH ON HIGHWAY 231 FOR 2.3
 HA0568'MI TO THE Y JUNCTION OF  HIGHWAY 231 AND GRAVELED COUNTY ROAD 75 EAST
 HA0568'AT THE CURVE IN THE HIGHWAY AND THE  STATION IN THE TRIANGULAR AREA
 HA0568'BETWEEN THE TWO ROADS.
 HA0568'
 HA0568'THE STATION PROJECTS 6 CM ABOVE GROUND.  LOCATED 11.4 M (37.4 FT) EAST
 HA0568'OF THE CENTER OF  ROAD 75 EAST, 15.8 M (51.8 FT) NORTHWEST OF THE
 HA0568'CENTER OF HIGHWAY 231, 20.84 M (68.37 FT)  SOUTHEAST FROM A TELEPHONE
 HA0568'POLE, 13.0 M (43.0 FT) SOUTHWEST FROM POWER POLE NUMBER  D1228 AND
 HA0568'11.95 M (39.21  FT) NORTH-NORTHEAST FROM POWER POLE NUMBER E70 4 5.
 HA0568
 HA0568                          STATION RECOVERY (2010)
 HA0568
 HA0568'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HA0568'RECOVERED IN GOOD CONDITION.
 HA0568
 HA0568                          STATION RECOVERY (2010)
 HA0568
 HA0568'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0568'STATION MARK RECOVERED IN GOOD CONDITION.
 HA0568
 HA0568                          STATION RECOVERY (2012)
 HA0568
 HA0568'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 HA0568'RECOVERED IN GOOD CONDITION.
 HA0568
 HA0568                          STATION RECOVERY (2012)
 HA0568
 HA0568'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 HA0568'RECOVERED IN GOOD CONDITION.
 HA0568
 HA0568                          STATION RECOVERY (2013)
 HA0568
 HA0568'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DAG)
 HA0568'THE STATION IS LOCATED ABOUT 6.9 MI (11.2 KM) EAST OF RICHLAND CITY,
 HA0568'5.1 MI (8.2 KM) SOUTH OF CHRISNEY AND 4.0 MI (6.5 KM) NORTH OF
 HA0568'ROCKPORT. STATION IS LOCATED IN THE APPARENT STATE OF INDIANA
 HA0568'RIGHT-OF-WAY OF OLD US 231.
 HA0568'
 HA0568'TO REACH FROM THE INTERSECTION OF US 231 AND STATE ROUTE 66, GO NORTH
 HA0568'ON US 231 FOR 2.2 MI (3.5 KM) TO EAST COUNTY ROAD 350 SOUTH, TURN LEFT
 HA0568'(WEST) ON EAST COUNTY ROAD 350 NORTH FOR 0.1 MI (0.2 KM), TURN RIGHT
 HA0568'(NORTH) ON OLD US 231 FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF OLD
 HA0568'US 231 AND COUNTY ROAD 75 EAST, PROCEED NORTH ON COUNTY ROAD 75 EAST
 HA0568'FOR 113 FT (34.4 M) TO THE STATION ON THE RIGHT. STATION IS
 HA0568'APPROXIMATELY 34.7 FT (10.6 M) EAST OF THE ROAD.
 HA0568'
 HA0568'THE STATION IS SET IN A CONCRETE MONUMENT APPROXIMATELY 3 INCHES (8
 HA0568'CM) ABOVE THE GROUND, 37.4 FT (11.4 M) EAST 0F THE CENTERLINE OF
 HA0568'COUNTY ROAD 75 EAST, 51.8 FT (15.8 M) NORTHWEST OF THE CENTERLINE OF
 HA0568'OLD US 231, 36.87 FT (11.2 M) SOUTHWEST OF A POWER POLE, AND 41.35 FT
 HA0568'(12.6 M) NORTHEAST OF A POWER POLE.
 HA0568
 HA0568                          STATION RECOVERY (2015)
 HA0568
 HA0568'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (DJB)
 HA0568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2215 ***********************************************************************
 LA2215  DESIGNATION -  HONEY
 LA2215  PID         -  LA2215
 LA2215  STATE/COUNTY-  IN/MIAMI
 LA2215  COUNTRY     -  US
 LA2215  USGS QUAD   -  AMBOY (2019)
 LA2215
 LA2215                         *CURRENT SURVEY CONTROL
 LA2215  ______________________________________________________________________
 LA2215* NAD 83(1997) POSITION- 40 34 45.25719(N) 085 57 27.58956(W)   ADJUSTED
 LA2215* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LA2215  ______________________________________________________________________
 LA2215  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 LA2215  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 LA2215  HORZ ORDER      -  THIRD
 LA2215
 LA2215.The horizontal coordinates were established by classical geodetic methods
 LA2215.and adjusted by the National Geodetic Survey in May 1999.
 LA2215
 LA2215.The orthometric height was scaled from a topographic map.
 LA2215
 LA2215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2215.GEOID18 height accuracy estimate available here.
 LA2215
 LA2215.Click photographs - Photos may exist for this station.
 LA2215
 LA2215.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2215
 LA2215. The following values were computed from the NAD 83(1997) position.
 LA2215
 LA2215;                    North         East     Units Scale Factor Converg.
 LA2215;SPC IN E     -   591,874.910    75,362.678   MT  0.99997414   -0 11 21.5
 LA2215;SPC IN E     - 1,941,842.93    247,252.39   sFT  0.99997414   -0 11 21.5
 LA2215;UTM  16      - 4,492,572.227   588,217.926   MT  0.99969579   +0 40 41.1
 LA2215
 LA2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2215!SPC IN E     -   0.99996573  x   0.99997414  =   0.99993987
 LA2215!UTM  16      -   0.99996573  x   0.99969579  =   0.99966153
 LA2215
 LA2215:                Primary Azimuth Mark                     Grid Az
 LA2215:SPC IN E     -  HONEY AZ MK                              358 26 07.5
 LA2215:UTM  16      -  HONEY AZ MK                              357 34 04.9
 LA2215
 LA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8821792572(NAD 83)
 LA2215
 LA2215|---------------------------------------------------------------------|
 LA2215| PID    Reference Object                     Distance      Geod. Az  |
 LA2215|                                                           dddmmss.s |
 LA2215| CF2967 HONEY RM 1                           33.162 METERS 13604     |
 LA2215| LA1876 J 191                                31.550 METERS 21900     |
 LA2215| CF2966 HONEY AZ MK                                        3581446.0 |
 LA2215|---------------------------------------------------------------------|
 LA2215
 LA2215                          SUPERSEDED SURVEY CONTROL
 LA2215
 LA2215  NAD 83(1986)-  40 34 45.26150(N)    085 57 27.60192(W) AD(       ) 3
 LA2215  NAD 27      -  40 34 45.11030(N)    085 57 27.64890(W) AD(       ) 3
 LA2215
 LA2215.Superseded values are not recommended for survey control.
 LA2215
 LA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2215.See file dsdata.pdf to determine how the superseded data were derived.
 LA2215
 LA2215_MARKER: DS = TRIANGULATION STATION DISK
 LA2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2215_STAMPING: HONEY 1948
 LA2215_MARK LOGO: CGS
 LA2215_PROJECTION: FLUSH
 LA2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2215+STABILITY: SURFACE MOTION
 LA2215
 LA2215  HISTORY     - Date     Condition        Report By
 LA2215  HISTORY     - 1948     MONUMENTED       CGS
 LA2215
 LA2215                          STATION DESCRIPTION
 LA2215
 LA2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2215'STATION IS LOCATED ABOUT 4 MILES WEST OF CONVERSE AND 2 MILES
 LA2215'SOUTHWEST OF AMBOY IN THE NORTHEAST ANGLE OF STATE HIGHWAY 18 AND A
 LA2215'GRAVEL CROSSROAD.
 LA2215'
 LA2215'IT IS 50 FEET NORTHEAST OF THE INTERSECTION OF THE TWO ROADS, 44 FEET
 LA2215'NORTH OF THE CENTER OF THE HIGHWAY, 25 FEET EAST OF THE CENTER OF THE
 LA2215'GRAVEL ROAD AND 9 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 LA2215'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED HONEY 1948.
 LA2215'
 LA2215'REFERENCE MARK NO. 1 IS 108.80 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2215'100 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 40 FEET NORTH OF
 LA2215'THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LA2215'DISK IS STAMPED HONEY NO 1 1948.
 LA2215'
 LA2215'J 191 (USC AND GS) BM IS 103.51 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2215'42 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 40 FEET SOUTH OF THE
 LA2215'CENTER OF THE HIGHWAY.  THE MARK IS A 12 BY 12 INCH CONCRETE POST WITH
 LA2215'A STANDARD USC AND GS BENCH MARK DISK STAMPED J 191 1946 AND PROJECTS
 LA2215'ABOUT 4 INCHES.
 LA2215'
 LA2215'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION ON THE WEST SIDE OF THE
 LA2215'GRAVEL ROAD.  IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF H.L.
 LA2215'HENSLERS HOUSE, 26 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 20 FEET
 LA2215'WEST OF THE CENTER OF THE ROAD AND 20 FEET NORTH OF A POWER POLE AND 2
 LA2215'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 LA2215'AND THE DISK IS STAMPED HONEY 1948.
 LA2215'
 LA2215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21 AND
 LA2215'STATE HIGHWAY 513 IN CONVERSE, GO WEST ON HIGHWAYS 18 AND 21 FOR 2.9
 LA2215'MILES TO WHERE HIGHWAY 21 TURNS NORTHWEST AND HIGHWAY 18 STRAIGHT
 LA2215'AHEAD, CONTINUE STRAIGHT AHEAD ON HIGHWAY 18 FOR 1.6 MILES TO A GRAVEL
 LA2215'CROSS ROAD AND STATION AS DESCRIBED.  TURN NORTH ON GRAVEL ROAD AND GO
 LA2215'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2215'
 LA2215'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1778 ***********************************************************************
 JA1778  DESIGNATION -  HONEY
 JA1778  PID         -  JA1778
 JA1778  STATE/COUNTY-  IN/WASHINGTON
 JA1778  COUNTRY     -  US
 JA1778  USGS QUAD   -  HARDINSBURG (2019)
 JA1778
 JA1778                         *CURRENT SURVEY CONTROL
 JA1778  ______________________________________________________________________
 JA1778* NAD 83(1997) POSITION- 38 25 24.04942(N) 086 15 43.99375(W)   ADJUSTED
 JA1778* NAVD 88 ORTHO HEIGHT -   241.32  (+/-2cm)      791.7   (feet) VERTCON3
 JA1778  ______________________________________________________________________
 JA1778  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 JA1778  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 JA1778  HORZ ORDER      -  SECOND
 JA1778  VERT ORDER      -  THIRD ? (See Below)
 JA1778
 JA1778.The horizontal coordinates were established by classical geodetic methods
 JA1778.and adjusted by the National Geodetic Survey in May 1999.
 JA1778
 JA1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1778
 JA1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1778.GEOID18 height accuracy estimate available here.
 JA1778
 JA1778.The vertical order pertains to the NGVD 29 superseded value.
 JA1778
 JA1778.Click photographs - Photos may exist for this station.
 JA1778
 JA1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1778
 JA1778. The following values were computed from the NAD 83(1997) position.
 JA1778
 JA1778;                    North         East     Units Scale Factor Converg.
 JA1778;SPC IN E     -   352,652.165    47,994.699   MT  0.99999996   -0 22 12.5
 JA1778;SPC IN E     - 1,156,992.98    157,462.61   sFT  0.99999996   -0 22 12.5
 JA1778;UTM  16      - 4,253,045.645   564,401.336   MT  0.99965108   +0 27 30.7
 JA1778
 JA1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1778!SPC IN E     -   0.99996739  x   0.99999996  =   0.99996735
 JA1778!UTM  16      -   0.99996739  x   0.99965108  =   0.99961848
 JA1778
 JA1778:                Primary Azimuth Mark                     Grid Az
 JA1778:SPC IN E     -  LAGLE                                    134 04 55.7
 JA1778:UTM  16      -  LAGLE                                    133 15 12.5
 JA1778
 JA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6440153045(NAD 83)
 JA1778
 JA1778|---------------------------------------------------------------------|
 JA1778| PID    Reference Object                     Distance      Geod. Az  |
 JA1778|                                                           dddmmss.s |
 JA1778| DQ7073 HONEY AZ MK                                        0002950.3 |
 JA1778| JA1779 TT 57 DWP                            24.910 METERS 02448     |
 JA1778| JA1732 LAGLE                               APPROX. 8.7 KM 1334243.2 |
 JA1778| DQ7072 HONEY RM 2                           31.378 METERS 26538     |
 JA1778|---------------------------------------------------------------------|
 JA1778
 JA1778                          SUPERSEDED SURVEY CONTROL
 JA1778
 JA1778  NAD 83(1993)-  38 25 24.05273(N)    086 15 43.99594(W) AD(       ) 2
 JA1778  NAD 83(1986)-  38 25 24.05451(N)    086 15 43.99883(W) AD(       ) 2
 JA1778  NAD 27      -  38 25 23.83800(N)    086 15 44.07100(W) AD(       ) 2
 JA1778  NGVD 29             241.43   (m)          792.1    (f) LEVELING    3  
 JA1778
 JA1778.Superseded values are not recommended for survey control.
 JA1778
 JA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1778.See file dsdata.pdf to determine how the superseded data were derived.
 JA1778
 JA1778_MARKER: DS = TRIANGULATION STATION DISK
 JA1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1778_STAMPING: HONEY 1946
 JA1778_MARK LOGO: CGS
 JA1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1778+STABILITY: SURFACE MOTION
 JA1778
 JA1778  HISTORY     - Date     Condition        Report By
 JA1778  HISTORY     - 1946     MONUMENTED       CGS
 JA1778
 JA1778                          STATION DESCRIPTION
 JA1778
 JA1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1778'THIS STATION IS 2.0 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 66
 JA1778'AND U.S. HIGHWAY 150 WHICH JUNCTION IS 0.2 MILE EAST OF
 JA1778'HARDINSBURG. IT IS ON THE TOP OF THE TIMBERED DIVIDE EAST OF HONEY
 JA1778'CREEK, 58 FEET WEST OF THE CENTERLINE OF HIGHWAY 66, AND 7 FEET
 JA1778'SOUTHWEST OF A WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1778'IS STAMPED HONEY 1946.
 JA1778'
 JA1778'TT 57 DWP 1946 USGS IS 81.70 FEET EAST-NORTHEAST OF THE STATION, 24
 JA1778'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 5.5 FEET EAST OF
 JA1778'A POWERLINE POLE WITH P.B.M. PAINTED ON IT. THE MARK PROJECTS 4
 JA1778'INCHES AND THE DISK IS STAMPED TT 57 DWP 1946.
 JA1778'
 JA1778'REFERENCE MARK NO. 2 IS 102.95 FEET NORTHWEST OF THE STATION. THE
 JA1778'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HONEY NO 2
 JA1778'1946.
 JA1778'
 JA1778'THE AZIMUTH MARK IS 1.0 MILE NORTHEAST OF THE STATION, 30 FEET WEST
 JA1778'OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTH OF THE
 JA1778'CENTERLINE OF A DIRT ROAD AND 5 FEET WEST OF TELEPHONE POLE NO. 5496.
 JA1778'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HONEY 1946.
 JA1778'
 JA1778'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0569 ***********************************************************************
 HA0569  DESIGNATION -  HONEY RM 1
 HA0569  PID         -  HA0569
 HA0569  STATE/COUNTY-  IN/SPENCER
 HA0569  COUNTRY     -  US
 HA0569  USGS QUAD   -  ROCKPORT (2019)
 HA0569
 HA0569                         *CURRENT SURVEY CONTROL
 HA0569  ______________________________________________________________________
 HA0569* NAD 83(1986) POSITION- 37 56 25.94   (N) 087 02 27.31   (W)   HD_HELD1
 HA0569* NAVD 88 ORTHO HEIGHT -   119.579 (meters)      392.32  (feet) ADJUSTED
 HA0569  ______________________________________________________________________
 HA0569  GEOID HEIGHT    -        -31.265 (meters)                     GEOID18
 HA0569  DYNAMIC HEIGHT  -        119.499 (meters)      392.06  (feet) COMP
 HA0569  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 HA0569
 HA0569  VERT ORDER      -  FIRST     CLASS II
 HA0569
 HA0569.The horizontal coordinates were determined by differentially corrected
 HA0569.hand held GPS observations or other comparable positioning techniques
 HA0569.and have an estimated accuracy of +/- 3 meters.
 HA0569
 HA0569.The orthometric height was determined by differential leveling and
 HA0569.adjusted by the NATIONAL GEODETIC SURVEY
 HA0569.in June 1991.
 HA0569
 HA0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0569.GEOID18 height accuracy estimate available here.
 HA0569
 HA0569.Click photographs - Photos may exist for this station.
 HA0569
 HA0569.The dynamic height is computed by dividing the NAVD 88
 HA0569.geopotential number by the normal gravity value computed on the
 HA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0569.degrees latitude (g = 980.6199 gals.).
 HA0569
 HA0569.The modeled gravity was interpolated from observed gravity values.
 HA0569
 HA0569;                    North         East    Units  Estimated Accuracy
 HA0569;SPC IN W     -   298,895.2     903,728.2     MT  (+/- 3 meters HH1 GPS) 
 HA0569
 HA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9640499218(NAD 83)
 HA0569
 HA0569                          SUPERSEDED SURVEY CONTROL
 HA0569
 HA0569  NGVD 29 (??/??/92)  119.679  (m)          392.65   (f) ADJ UNCH    1 2
 HA0569
 HA0569.Superseded values are not recommended for survey control.
 HA0569
 HA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0569.See file dsdata.pdf to determine how the superseded data were derived.
 HA0569
 HA0569_MARKER: DR = REFERENCE MARK DISK
 HA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0569_STAMPING: HONEY NO 1 1946
 HA0569_MARK LOGO: CGS
 HA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0569+STABILITY: SURFACE MOTION
 HA0569
 HA0569  HISTORY     - Date     Condition        Report By
 HA0569  HISTORY     - 1946     MONUMENTED       CGS
 HA0569  HISTORY     - 1965     GOOD             CGS
 HA0569
 HA0569                          STATION DESCRIPTION
 HA0569
 HA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0569'5.2 MI S FROM CHRISNEY.
 HA0569'ABOUT 4.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0569'OFFICE AT CHRISNEY, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD,
 HA0569'OR ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE
 HA0569'POST OFFICE AT ROCKPORT, IN SECTION 2, T 7 S, R 6 W, AT A Y-JUNCTION
 HA0569'OF THE GRAVELED ROAD AND U.S. HIGHWAY 231, 23 FEET WEST OF THE
 HA0569'CENTER LINE OF THE GRAVELED ROAD 112.2 FEET SOUTHWEST AND ACROSS
 HA0569'THE GRAVELED ROAD FROM HONEY 1946, 91 1/2 FEET WEST-NORTHWEST AND
 HA0569'ACROSS U.S. HIGHWAY 231 FROM A POWER POLE, 10 1/2 FEET SOUTH OF
 HA0569'A TELEPHONE POLE, ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN
 HA0569'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0567 ***********************************************************************
 HA0567  DESIGNATION -  HONEY RM 2
 HA0567  PID         -  HA0567
 HA0567  STATE/COUNTY-  IN/SPENCER
 HA0567  COUNTRY     -  US
 HA0567  USGS QUAD   -  ROCKPORT (2019)
 HA0567
 HA0567                         *CURRENT SURVEY CONTROL
 HA0567  ______________________________________________________________________
 HA0567* NAD 83(1986) POSITION- 37 56 27.73   (N) 087 02 27.34   (W)   HD_HELD1
 HA0567* NAVD 88 ORTHO HEIGHT -   119.576 (meters)      392.31  (feet) ADJUSTED
 HA0567  ______________________________________________________________________
 HA0567  GEOID HEIGHT    -        -31.266 (meters)                     GEOID18
 HA0567  DYNAMIC HEIGHT  -        119.496 (meters)      392.05  (feet) COMP
 HA0567  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 HA0567
 HA0567  VERT ORDER      -  FIRST     CLASS II
 HA0567
 HA0567.The horizontal coordinates were determined by differentially corrected
 HA0567.hand held GPS observations or other comparable positioning techniques
 HA0567.and have an estimated accuracy of +/- 3 meters.
 HA0567
 HA0567.The orthometric height was determined by differential leveling and
 HA0567.adjusted by the NATIONAL GEODETIC SURVEY
 HA0567.in June 1991.
 HA0567
 HA0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0567.GEOID18 height accuracy estimate available here.
 HA0567
 HA0567.Click photographs - Photos may exist for this station.
 HA0567
 HA0567.The dynamic height is computed by dividing the NAVD 88
 HA0567.geopotential number by the normal gravity value computed on the
 HA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0567.degrees latitude (g = 980.6199 gals.).
 HA0567
 HA0567.The modeled gravity was interpolated from observed gravity values.
 HA0567
 HA0567;                    North         East    Units  Estimated Accuracy
 HA0567;SPC IN W     -   298,950.3     903,727.4     MT  (+/- 3 meters HH1 GPS) 
 HA0567
 HA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9640399273(NAD 83)
 HA0567
 HA0567                          SUPERSEDED SURVEY CONTROL
 HA0567
 HA0567  NGVD 29 (??/??/92)  119.676  (m)          392.64   (f) ADJ UNCH    1 2
 HA0567
 HA0567.Superseded values are not recommended for survey control.
 HA0567
 HA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0567.See file dsdata.pdf to determine how the superseded data were derived.
 HA0567
 HA0567_MARKER: DR = REFERENCE MARK DISK
 HA0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0567_STAMPING: HONEY NO 2 1946
 HA0567_MARK LOGO: CGS
 HA0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0567+STABILITY: SURFACE MOTION
 HA0567
 HA0567  HISTORY     - Date     Condition        Report By
 HA0567  HISTORY     - 1946     MONUMENTED       CGS
 HA0567  HISTORY     - 1965     GOOD             CGS
 HA0567  HISTORY     - 20100914 POOR             GEOCAC
 HA0567
 HA0567                          STATION DESCRIPTION
 HA0567
 HA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0567'5.2 MI S FROM CHRISNEY.
 HA0567'ABOUT 4.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0567'OFFICE AT CHRISNEY, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, OR
 HA0567'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0567'OFFICE AT ROCKPORT, IN SECTION 2, T 7 S, R 6 W, AT A Y-JUNCTION OF
 HA0567'THE GRAVELED ROAD AND U.S. HIGHWAY 231, 24 FEET WEST OF THE CENTER
 HA0567'LINE OF THE GRAVELED ROAD, 105.8 FEET NORTHWEST AND ACROSS THE
 HA0567'GRAVELED ROAD FROM HONEY 1946, 46 FEET NORTH OF TELEPHONE POLE
 HA0567'NUMBER 405, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN
 HA0567'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0567
 HA0567                          STATION RECOVERY (2010)
 HA0567
 HA0567'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0567'MONUMENT WAS FOUND LAYING OVER ON THE GROUND WITH DISK MISSING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1692 ***********************************************************************
 MD1692  DESIGNATION -  HOOD
 MD1692  PID         -  MD1692
 MD1692  STATE/COUNTY-  IN/LAGRANGE
 MD1692  COUNTRY     -  US
 MD1692  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1692
 MD1692                         *CURRENT SURVEY CONTROL
 MD1692  ______________________________________________________________________
 MD1692* NAD 83(1997) POSITION- 41 39 17.75652(N) 085 32 30.29032(W)   ADJUSTED
 MD1692* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 MD1692  ______________________________________________________________________
 MD1692  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 MD1692  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 MD1692  HORZ ORDER      -  SECOND
 MD1692
 MD1692.The horizontal coordinates were established by classical geodetic methods
 MD1692.and adjusted by the National Geodetic Survey in May 1999.
 MD1692
 MD1692.The orthometric height was scaled from a topographic map.
 MD1692
 MD1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1692.GEOID18 height accuracy estimate available here.
 MD1692
 MD1692.Click photographs - Photos may exist for this station.
 MD1692
 MD1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1692
 MD1692. The following values were computed from the NAD 83(1997) position.
 MD1692
 MD1692;                    North         East     Units Scale Factor Converg.
 MD1692;SPC IN E     -   711,300.259   110,405.044   MT  0.99996800   +0 04 58.9
 MD1692;SPC IN E     - 2,333,657.60    362,220.55   sFT  0.99996800   +0 04 58.9
 MD1692;UTM  16      - 4,612,492.013   621,420.838   MT  0.99978143   +0 58 09.6
 MD1692
 MD1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1692!SPC IN E     -   0.99996117  x   0.99996800  =   0.99992917
 MD1692!UTM  16      -   0.99996117  x   0.99978143  =   0.99974260
 MD1692
 MD1692:                Primary Azimuth Mark                     Grid Az
 MD1692:SPC IN E     -  HOOD AZ MK                               174 32 28.0
 MD1692:UTM  16      -  HOOD AZ MK                               173 39 17.3
 MD1692
 MD1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2142012492(NAD 83)
 MD1692
 MD1692|---------------------------------------------------------------------|
 MD1692| PID    Reference Object                     Distance      Geod. Az  |
 MD1692|                                                           dddmmss.s |
 MD1692| CF2969 HOOD RM 1                            38.816 METERS 10232     |
 MD1692| CF2968 HOOD AZ MK                                         1743726.9 |
 MD1692| CF2970 HOOD RM 2                            23.043 METERS 35731     |
 MD1692|---------------------------------------------------------------------|
 MD1692
 MD1692                          SUPERSEDED SURVEY CONTROL
 MD1692
 MD1692  NAD 83(1995)-  41 39 17.75723(N)    085 32 30.29580(W) AD(       ) 2
 MD1692  NAD 83(1994)-  41 39 17.75787(N)    085 32 30.29708(W) AD(       ) 2
 MD1692  NAD 83(1986)-  41 39 17.75700(N)    085 32 30.30107(W) AD(       ) 2
 MD1692  NAD 27      -  41 39 17.57590(N)    085 32 30.36450(W) AD(       ) 2
 MD1692
 MD1692.Superseded values are not recommended for survey control.
 MD1692
 MD1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1692.See file dsdata.pdf to determine how the superseded data were derived.
 MD1692
 MD1692_MARKER: DS = TRIANGULATION STATION DISK
 MD1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1692_STAMPING: HOOD 1947
 MD1692_MARK LOGO: CGS
 MD1692_PROJECTION: FLUSH
 MD1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1692+STABILITY: SURFACE MOTION
 MD1692
 MD1692  HISTORY     - Date     Condition        Report By
 MD1692  HISTORY     - 1947     MONUMENTED       CGS
 MD1692  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1692  HISTORY     - 19940502 GOOD             USPSQD
 MD1692
 MD1692                          STATION DESCRIPTION
 MD1692
 MD1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1692'STATION IS LOCATED ABOUT 8 MILES EAST OF MIDDLEBURY, 7 MILES WEST OF
 MD1692'LAGRANGE AND 13 MILES NORTHEAST OF LIGONIER.  IT IS 154 FEET NORTHWEST
 MD1692'OF A GRAVEL T-ROAD INTERSECTION WITH U.S. HIGHWAY NO. 20, 161 FEET
 MD1692'EAST OF A GRAVEL T-ROAD INTERSECTION WITH HIGHWAY, 51 FEET EAST OF THE
 MD1692'CENTERLINE OF HIGHWAY, 38 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND
 MD1692'4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1692'DISK IS STAMPED HOOD 1947.
 MD1692'
 MD1692'REFERENCE MARK NO. 1 IS 127.35 FEET EAST OF THE STATION.  IT IS 18
 MD1692'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 MD1692'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOOD NO 1
 MD1692'1947.
 MD1692'
 MD1692'REFERENCE MARK NO. 2 IS 75.60 FEET NORTH OF THE STATION.  IT IS 48
 MD1692'FEET NORTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4
 MD1692'INCHES AND THE DISK IS STAMPED HOOD NO 2 1947.
 MD1692'
 MD1692'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 49 FEET EAST OF
 MD1692'THE CENTERLINE OF U.S. HIGHWAY NO. 20, 8 FEET SOUTH OF A WHITE WITNESS
 MD1692'POST, 1 FOOT WEST OF A FENCELINE AND 1 FOOT NORTH OF A TELEPHONE POLE.
 MD1692'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOOD 1947.
 MD1692'
 MD1692'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND STATE
 MD1692'HIGHWAY NO. 9 IN LAGRANGE, GO WEST ON U.S. HIGHWAY 20 FOR 6.9 MILES TO
 MD1692'AZIMUTH MARK ON RIGHT, CONTINUE NORTH AND WEST FOR 0.2 MILE TO SHARP
 MD1692'LEFT CURVE AND STATION ON RIGHT AS DESCRIBED.
 MD1692'
 MD1692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1692
 MD1692                          STATION RECOVERY (1960)
 MD1692
 MD1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1692'RECOVERED SURFACE STATION MARK DISTURBED, ALL OTHERS IN GOOD
 MD1692'CONDITION.  BOTH SUBSURFACE AND SURFACE STATION MARKS WERE LOWERED TO
 MD1692'AVOID FUTURE DISTURBANCE.
 MD1692'
 MD1692'ABOUT 6.5 MILES W AND THEN 1.0 MILES N ALONG NO. 20 U.S. HIGHWAY FROM
 MD1692'ITS INTERSECTION WITH NO. 9 INDIANA HWY. (THE MAIN N-S STREET) IN
 MD1692'LAGRANGE, 1.5 MILES S AND 2.0 MILES E OF TOWN OF SHIPSHEWANA, ON
 MD1692'OUTSIDE OF LONG SHARP CURVE, 53 FEET NE OF CENTER LINE OF 33-FOOT
 MD1692'PAVEMENT OF THE CURVE, 55 FEET W OF PROJECTED CENTER LINE OF HWY.
 MD1692'TANGENT FROM THE S, 64 FEET S OF THAT FROM THE W, STANDARD DISKS
 MD1692'STAMPED HOOD 1947 1960, ARE SET IN 1A AND 7A MARKS, THE UPPER MARK
 MD1692'FLUSH WITH THE GROUND.
 MD1692'
 MD1692'REFERENCE STAMPED HOOD NO 1 1947, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1692'127.35 FEET (38.816 METERS) E IN AZIMUTH 282 DEG 32 MIN FROM STATION,
 MD1692'69 FEET E OF PROJECTED CENTER LINE OF 24-FOOT HWY. TANGENT FROM S, 19
 MD1692'FEET S OF CENTER LINE OF ASPHALT COUNTY ROAD.
 MD1692'
 MD1692'REFERENCE STAMPED HOOD NO 2 1947, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1692'75.57 FEET OR 23.034 METERS N IN AZIMUTH 177 DEG 31 MIN FROM STATION,
 MD1692'48 FEET W OF CENTER LINE OF LANE TO A CEMETERY, 12 FEET N OF CENTER
 MD1692'LINE OF HWY. PROJECTED FROM W, 1.3 FEET ENE OF WITNESS POST.
 MD1692'
 MD1692'AZIMUTH MARK STAMPED HOOD 1947, NOTE 16A, PROJECTS 0.5 FOOT, IS 0.25
 MD1692'MILE S FROM THE STATION, 48 FEET E OF CENTER LINE OF HWY., 2.1 FEET
 MD1692'HIGHER THAN SAME, 40 FEET N OF A FENCE CORNER, 2.1 FEET SSE OF STEEL
 MD1692'WITNESS POST, AND 1.5 FEET NNW OF A TELEPHONE POLE.
 MD1692
 MD1692                          STATION RECOVERY (1994)
 MD1692
 MD1692'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1476 ***********************************************************************
 MD1476  DESIGNATION -  HOOSIER
 MD1476  PID         -  MD1476
 MD1476  STATE/COUNTY-  IN/STEUBEN
 MD1476  COUNTRY     -  US
 MD1476  USGS QUAD   -  ANGOLA WEST (2019)
 MD1476
 MD1476                         *CURRENT SURVEY CONTROL
 MD1476  ______________________________________________________________________
 MD1476* NAD 83(1997) POSITION- 41 41 08.28507(N) 085 00 00.10956(W)   ADJUSTED
 MD1476* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 MD1476  ______________________________________________________________________
 MD1476  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 MD1476  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 MD1476  HORZ ORDER      -  SECOND
 MD1476
 MD1476.The horizontal coordinates were established by classical geodetic methods
 MD1476.and adjusted by the National Geodetic Survey in May 1999.
 MD1476
 MD1476.The orthometric height was scaled from a topographic map.
 MD1476
 MD1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1476.GEOID18 height accuracy estimate available here.
 MD1476
 MD1476.Click photographs - Photos may exist for this station.
 MD1476
 MD1476.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1476
 MD1476. The following values were computed from the NAD 83(1997) position.
 MD1476
 MD1476;                    North         East     Units Scale Factor Converg.
 MD1476;SPC IN E     -   714,917.355   155,500.625   MT  1.00000456   +0 26 36.1
 MD1476;SPC IN E     - 2,345,524.69    510,171.63   sFT  1.00000456   +0 26 36.1
 MD1476;SPC MI S     -    20,819.241 3,947,261.818   MT  1.00012379   -0 25 51.7
 MD1476;SPC MI S     -    68,304.60 12,950,334.05   iFT  1.00012379   -0 25 51.7
 MD1476;UTM  16      - 4,616,805.968   666,449.412   MT  0.99994095   +1 19 49.3
 MD1476
 MD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1476!SPC IN E     -   0.99995019  x   1.00000456  =   0.99995475
 MD1476!SPC MI S     -   0.99995019  x   1.00012379  =   1.00007398
 MD1476!UTM  16      -   0.99995019  x   0.99994095  =   0.99989115
 MD1476
 MD1476:                Primary Azimuth Mark                     Grid Az
 MD1476:SPC IN E     -  HOOSIER AZ MK                            201 46 10.9
 MD1476:SPC MI S     -  HOOSIER AZ MK                            202 38 38.7
 MD1476:UTM  16      -  HOOSIER AZ MK                            200 52 57.7
 MD1476
 MD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6644916805(NAD 83)
 MD1476
 MD1476|---------------------------------------------------------------------|
 MD1476| PID    Reference Object                     Distance      Geod. Az  |
 MD1476|                                                           dddmmss.s |
 MD1476| CF2974 HOOSIER RM 3                          7.556 METERS 16251     |
 MD1476| CF2972 HOOSIER RM 1                         28.676 METERS 17553     |
 MD1476| MD1857 ANGOLA COUNTY COURTHOUSE DOME       APPROX. 5.7 KM 1790450.0 |
 MD1476| MD1473 ANGOLA WEATHERHEAD MFG CO TANK      APPROX. 4.7 KM 1804432.5 |
 MD1476| MD1475 ANGOLA MUNICIPAL TANK               APPROX. 5.1 KM 1813923.4 |
 MD1476| MD1470 ANGOLA N IND PUB SER RAD MAST       APPROX. 5.5 KM 1852317.2 |
 MD1476| CF2971 HOOSIER AZ MK                                      2021247.0 |
 MD1476| CF2973 HOOSIER RM 2                         17.578 METERS 23324     |
 MD1476|---------------------------------------------------------------------|
 MD1476
 MD1476                          SUPERSEDED SURVEY CONTROL
 MD1476
 MD1476  NAD 83(1995)-  41 41 08.28487(N)    085 00 00.11009(W) AD(       ) 2
 MD1476  NAD 83(1994)-  41 41 08.28486(N)    085 00 00.11247(W) AD(       ) 2
 MD1476  NAD 83(1986)-  41 41 08.28581(N)    085 00 00.12270(W) AD(       ) 2
 MD1476  NAD 27      -  41 41 08.10500(N)    085 00 00.25040(W) AD(       ) 2
 MD1476
 MD1476.Superseded values are not recommended for survey control.
 MD1476
 MD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1476.See file dsdata.pdf to determine how the superseded data were derived.
 MD1476
 MD1476_MARKER: DS = TRIANGULATION STATION DISK
 MD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1476_STAMPING: HOOSIER 1946
 MD1476_MARK LOGO: CGS
 MD1476_PROJECTION: FLUSH
 MD1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1476+STABILITY: SURFACE MOTION
 MD1476
 MD1476  HISTORY     - Date     Condition        Report By
 MD1476  HISTORY     - 1946     MONUMENTED       CGS
 MD1476  HISTORY     - 1960     GOOD             CGS
 MD1476
 MD1476                          STATION DESCRIPTION
 MD1476
 MD1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1476'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 27 AT
 MD1476'THE HOOSIER INN ABOUT 3-1/2 MILES NORTH FROM ANGOLA AND 5 MILES
 MD1476'SOUTHWEST FROM FREMONT.  IT IS 96 FEET, SLOPE DISTANCE, WEST OF THE
 MD1476'CENTERLINE OF U.S. HIGHWAY NO. 27, 55 FEET SOUTH OF THE SOUTHWEST
 MD1476'CORNER OF THE HOOSIER INN AND 25 FEET NORTHEAST OF THE NORTHEAST
 MD1476'CORNER OF A CONCRETE FOUNDATION.  THE MARK IS FLUSH WITH THE GROUND
 MD1476'AND THE DISK IS STAMPED HOOSIER 1946.
 MD1476'
 MD1476'REFERENCE MARK NO. 1 IS 94.08 FEET, SLOPE DISTANCE, SOUTH OF THE
 MD1476'STATION, 96 FEET, SLOPE DISTANCE, WEST OF THE CENTERLINE OF U.S.
 MD1476'HIGHWAY NO. 27 AND 10 FEET NORTH OF A 10 INCH TREE.  THE MARK IS FLUSH
 MD1476'WITH THE GROUND AND THE DISK IS STAMPED HOOSIER NO 1 1946.
 MD1476'
 MD1476'REFERENCE MARK NO. 2 IS 57.67 FEET SOUTHWEST OF THE STATION ON THE
 MD1476'SOUTHWEST CORNER OF A CONCRETE FOUNDATION.  THE DISK IS IN A DRILL
 MD1476'HOLE IN THE CONCRETE FOUNDATION AND IS STAMPED HOOSIER NO 2 1946.
 MD1476'
 MD1476'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE STATION,
 MD1476'22 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 2 FEET EAST OF A
 MD1476'WHITE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE
 MD1476'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOOSIER 1946.
 MD1476'
 MD1476'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO NORTH ON
 MD1476'U.S. HIGHWAY NO. 27 FOR 3.4 MILES TO THE HOOSIER INN AND THE STATION
 MD1476'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 MD1476'U.S. HIGHWAY NO. 27 FOR 0.2 MILE TO A PAVED SIDE ROAD RIGHT.  TURN
 MD1476'RIGHT AND GO WEST FOR 0.1 MILE TO THE TOP OF THE HILL AND THE AZIMUTH
 MD1476'MARK ON THE LEFT.
 MD1476'
 MD1476'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MD1476
 MD1476                          STATION RECOVERY (1960)
 MD1476
 MD1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1476'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT R.M. NO. 1 WAS FOUND
 MD1476'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 MD1476'
 MD1476'ABOUT 3.5 MILES N ALONG NO. 27 U. S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1476'COURTHOUSE IN ANGOLA, AT THE SUMMIT OF THE HIGHWAY GRADE, ON HIGHEST
 MD1476'POINT ON W SIDE OF HIGHWAY, ABOUT 95 FEET W OF CENTER LINE OF HIGHWAY,
 MD1476'ABOUT 21 FEET HIGHER THAN SAME, 13.5 FEET N OF N EDGE OF CONCRETE
 MD1476'CISTERN, 8 FEET W OF PROJECTED LINE OF E EDGE OF SAME, 0.1 FOOT LOWER
 MD1476'THAN TOP OF SAME, STANDARD DISKS STAMPED HOOSIER 1946, SET IN 1A AND
 MD1476'7A MARKS, WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1476'
 MD1476'REFERENCE STAMPED HOOSIER NO 2 1946, A STANDARD DISK CEMENTED IN DRILL
 MD1476'HOLE IN OLD CONCRETE PLATFORM ADJACENT TO CISTERN, IS 57.67 OR 17.578
 MD1476'METERS SW IN AZIMUTH 53 DEG 24 MIN FROM STATION, AND 1.3 FEET NE OF SW
 MD1476'CORNER OF 24-FOOT SQUARE CONCRETE PLATFORM.
 MD1476'
 MD1476'REFERENCE STAMPED HOOSIER NO 3 1946 1960, A STANDARD DISK CEMENTED IN
 MD1476'DRILL HOLE IN TOP OF CONCRETE CISTERN, IS 24.79 FEET OR 7.556 METERS
 MD1476'SSE IN AZIMUTH 342 DEG 51 MIN FROM STATION, 7.9 FEET N OF S SIDE, AND
 MD1476'1.9 FEET W OF E SIDE OF THE CISTERN TOP.
 MD1476'
 MD1476'AZIMUTH MARK STAMPED HOOSIER 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS
 MD1476'ABOUT 0.25 MILE SSW IN AZIMUTH 22 DEG 12 MIN 44.9 SEC FROM STATION, ON
 MD1476'TOP OF A HILLOCK, 22 FEET S OF CENTER LINE OF 20-FOOT ASPHALT ROAD,
 MD1476'3.2 FEET HIGHER THAN SAME, 51 FEET W OF PROJECTED PLANE OF W WALL OF
 MD1476'CONCRETE BLOCK PANORAMA MOTEL, 18 FEET W OF CENTER LINE OF A DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2416 ***********************************************************************
 LB2416  DESIGNATION -  HOOVER
 LB2416  PID         -  LB2416
 LB2416  STATE/COUNTY-  IN/CASS
 LB2416  COUNTRY     -  US
 LB2416  USGS QUAD   -  LOGANSPORT (2019)
 LB2416
 LB2416                         *CURRENT SURVEY CONTROL
 LB2416  ______________________________________________________________________
 LB2416* NAD 83(1997) POSITION- 40 48 36.68681(N) 086 15 52.38680(W)   ADJUSTED
 LB2416* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LB2416  ______________________________________________________________________
 LB2416  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 LB2416  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 LB2416  HORZ ORDER      -  SECOND
 LB2416
 LB2416.The horizontal coordinates were established by classical geodetic methods
 LB2416.and adjusted by the National Geodetic Survey in May 1999.
 LB2416
 LB2416.The orthometric height was scaled from a topographic map.
 LB2416
 LB2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2416.GEOID18 height accuracy estimate available here.
 LB2416
 LB2416.Click photographs - Photos may exist for this station.
 LB2416
 LB2416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2416
 LB2416. The following values were computed from the NAD 83(1997) position.
 LB2416
 LB2416;                    North         East     Units Scale Factor Converg.
 LB2416;SPC IN E     -   617,652.212    49,554.332   MT  0.99999798   -0 23 26.7
 LB2416;SPC IN E     - 2,026,413.97    162,579.50   sFT  0.99999798   -0 23 26.7
 LB2416;UTM  16      - 4,517,946.978   562,029.662   MT  0.99964736   +0 28 50.4
 LB2416
 LB2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2416!SPC IN E     -   0.99996835  x   0.99999798  =   0.99996633
 LB2416!UTM  16      -   0.99996835  x   0.99964736  =   0.99961572
 LB2416
 LB2416:                Primary Azimuth Mark                     Grid Az
 LB2416:SPC IN E     -  HOOVER AZ MK                             267 16 31.2
 LB2416:UTM  16      -  HOOVER AZ MK                             266 24 14.1
 LB2416
 LB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6202917946(NAD 83)
 LB2416
 LB2416|---------------------------------------------------------------------|
 LB2416| PID    Reference Object                     Distance      Geod. Az  |
 LB2416|                                                           dddmmss.s |
 LB2416| CF2976 HOOVER RM 1                          11.040 METERS 26617     |
 LB2416| CF2975 HOOVER AZ MK                                       2665304.5 |
 LB2416| CF2977 HOOVER RM 2                          35.253 METERS 34018     |
 LB2416|---------------------------------------------------------------------|
 LB2416
 LB2416                          SUPERSEDED SURVEY CONTROL
 LB2416
 LB2416  NAD 83(1986)-  40 48 36.69055(N)    086 15 52.39763(W) AD(       ) 2
 LB2416  NAD 27      -  40 48 36.54290(N)    086 15 52.40250(W) AD(       ) 2
 LB2416
 LB2416.Superseded values are not recommended for survey control.
 LB2416
 LB2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2416.See file dsdata.pdf to determine how the superseded data were derived.
 LB2416
 LB2416_MARKER: DS = TRIANGULATION STATION DISK
 LB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2416_STAMPING: HOOVER 1948
 LB2416_MARK LOGO: CGS
 LB2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2416+STABILITY: SURFACE MOTION
 LB2416
 LB2416  HISTORY     - Date     Condition        Report By
 LB2416  HISTORY     - 1948     MONUMENTED       CGS
 LB2416  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 LB2416  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LB2416  HISTORY     - 1989     GOOD             USPSQD
 LB2416
 LB2416                          STATION DESCRIPTION
 LB2416
 LB2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2416'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PERU AND 6 MILES
 LB2416'NORTHEAST OF LOGANSPORT ON PROPERTY OF MR. C. E. FUNK.  IT IS ON THE
 LB2416'HIGHEST POINT OF A SANDY HILL ABOUT 500 FEET SOUTHEAST OF HOUSE, 44
 LB2416'FEET EAST OF A FENCELINE AND 36 FEET EAST OF A WHITE WITNESS POST.
 LB2416'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HOOVER 1948.
 LB2416'
 LB2416'REFERENCE MARK NO. 1 IS 36.22 FEET WEST OF THE STATION.  IT IS 8 FEET
 LB2416'EAST OF A FENCELINE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 LB2416'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOOVER NO 1 1948.
 LB2416'
 LB2416'REFERENCE MARK NO. 2 IS 115.66 FEET NORTHWEST OF THE STATION.  IT IS
 LB2416'1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 LB2416'IS STAMPED HOOVER NO 2 1948.
 LB2416'
 LB2416'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 39 FEET
 LB2416'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 17 FEET SOUTH OF THE
 LB2416'CENTER OF GRAVEL ROAD, 2 FEET EAST OF A TELEPHONE POLE AND 1
 LB2416'FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LB2416'AND THE DISK IS STAMPED HOOVER 1948.
 LB2416'
 LB2416'TO REACH THE STATION FROM THE INTERSECTION OF SIXTH STREET AND HIGH
 LB2416'STREET IN LOGANSPORT GO EAST ON HIGH STREET FOR 3.95 MILE TO A PAVED
 LB2416'T-ROAD LEFT, TURN LEFT AND GO NORTH FOR 3.35 MILES TO A GRAVEL
 LB2416'CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO EAST FOR 0.55 MILE A
 LB2416'FORK IN ROAD, TAKE LEFT FORK AND GO EAST FOR 0.6 MILE TO THE AZIMUTH
 LB2416'MARK ON THE RIGHT, CONTINUE FOR 0.2 TO A T-ROAD INTERSECTION, TURN
 LB2416'LEFT AND GO NORTH FOR 0.1 MILE TO HOUSE ON THE RIGHT, TURN INTO
 LB2416'DRIVEWAY AND GO IN AN EASTERLY DIRECTION AROUND THE NORTH SIDE OF
 LB2416'HOUSE AND BARN TO TOP OF HILL AND STATION AS DESCRIBED.
 LB2416'
 LB2416'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2416
 LB2416                          STATION RECOVERY (1969)
 LB2416
 LB2416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JJ)
 LB2416'SURFACE MONUMENT, SUB MONUMENT, RM NO. 1 AND RM NO. 2 HAVE BEEN
 LB2416'DESTROYED.  THE SANDY HILL WHERE THESE WERE LOCATED HAS BEEN LEVELED
 LB2416'ENOUGH TO DESTROYED ALL MONUMENTS.
 LB2416'
 LB2416'NO SEARCH MADE FOR AZIMUTH MARK.
 LB2416
 LB2416                          STATION RECOVERY (1970)
 LB2416
 LB2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2416'THE SURFACE STATION MONUMENT AND REFERENCE MARKS WERE FOUND UPROOTED
 LB2416'AND IN A HOG LOT.  THE PROPERTY OWNER SAID THAT THE SAND AROUND THE
 LB2416'MARKS HAD BEEN BLOWN AWAY AND THE MARKS FELL OVER.  HE ALSO SAID
 LB2416'THAT THE AREA OF THE STATION SITE IS ABOUT 3 FEET LOWER IN ELEVATION
 LB2416'THAN WHEN THE STATION WAS BUILT AND THAT IT IS NOT POSSIBLE THAT
 LB2416'THE UNDERGROUND MARK IS STILL IN.  A LONG SEARCH WAS MADE FOR
 LB2416'THE UNDERGROUND STATION MARK BUT NOTHING WAS FOUND USING
 LB2416'WHAT REFERENCE MEASUREMENTS WERE LEFT.  THIS STATION SHOULD BE
 LB2416'CONSIDERED AS LOST.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT
 LB2416'NOTHING COULD BE FOUND.  THE DISK WERE SALVAGED FROM THE
 LB2416'MONUMENTS.
 LB2416'
 LB2416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 LB2416'NORTHEAST OF LOGANSPORT.
 LB2416
 LB2416                          STATION RECOVERY (1989)
 LB2416
 LB2416'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2617 ***********************************************************************
 LB2617  DESIGNATION -  HOPE
 LB2617  PID         -  LB2617
 LB2617  STATE/COUNTY-  IN/PULASKI
 LB2617  COUNTRY     -  US
 LB2617  USGS QUAD   -  STAR CITY (2019)
 LB2617
 LB2617                         *CURRENT SURVEY CONTROL
 LB2617  ______________________________________________________________________
 LB2617* NAD 83(1997) POSITION- 40 54 52.50483(N) 086 31 33.78454(W)   ADJUSTED
 LB2617* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2617  ______________________________________________________________________
 LB2617  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 LB2617  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 LB2617  HORZ ORDER      -  FIRST
 LB2617
 LB2617.The horizontal coordinates were established by classical geodetic methods
 LB2617.and adjusted by the National Geodetic Survey in May 1999.
 LB2617
 LB2617.The orthometric height was scaled from a topographic map.
 LB2617
 LB2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2617.GEOID18 height accuracy estimate available here.
 LB2617
 LB2617.Click photographs - Photos may exist for this station.
 LB2617
 LB2617.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2617
 LB2617. The following values were computed from the NAD 83(1997) position.
 LB2617
 LB2617;                    North         East     Units Scale Factor Converg.
 LB2617;SPC IN W     -   629,222.406   946,946.049   MT  0.99999378   +0 21 54.0
 LB2617;SPC IN W     - 2,064,373.84  3,106,772.16   sFT  0.99999378   +0 21 54.0
 LB2617;UTM  16      - 4,529,383.334   539,911.293   MT  0.99961961   +0 18 37.5
 LB2617
 LB2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2617!SPC IN W     -   0.99997065  x   0.99999378  =   0.99996443
 LB2617!UTM  16      -   0.99997065  x   0.99961961  =   0.99959027
 LB2617
 LB2617:                Primary Azimuth Mark                     Grid Az
 LB2617:SPC IN W     -  HOPE AZ MK                               166 58 25.4
 LB2617:UTM  16      -  HOPE AZ MK                               167 01 41.9
 LB2617
 LB2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3991129383(NAD 83)
 LB2617
 LB2617|---------------------------------------------------------------------|
 LB2617| PID    Reference Object                     Distance      Geod. Az  |
 LB2617|                                                           dddmmss.s |
 LB2617| LB2437 ROYAL CENTER MUNICIPAL TANK         APPROX. 6.0 KM 1572153.1 |
 LB2617| CF2978 HOPE AZ MK                                         1672019.4 |
 LB2617| CF2979 HOPE RM 1                            30.257 METERS 24059     |
 LB2617| CF2980 HOPE RM 2                            27.319 METERS 33045     |
 LB2617|---------------------------------------------------------------------|
 LB2617
 LB2617                          SUPERSEDED SURVEY CONTROL
 LB2617
 LB2617  NAD 83(1986)-  40 54 52.51058(N)    086 31 33.79393(W) AD(       ) 1
 LB2617  NAD 27      -  40 54 52.36140(N)    086 31 33.77150(W) AD(       ) 1
 LB2617
 LB2617.Superseded values are not recommended for survey control.
 LB2617
 LB2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2617.See file dsdata.pdf to determine how the superseded data were derived.
 LB2617
 LB2617_MARKER: DS = TRIANGULATION STATION DISK
 LB2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2617_STAMPING: HOPE 1947
 LB2617_MARK LOGO: CGS
 LB2617_PROJECTION: FLUSH
 LB2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2617+STABILITY: SURFACE MOTION
 LB2617
 LB2617  HISTORY     - Date     Condition        Report By
 LB2617  HISTORY     - 1947     MONUMENTED       CGS
 LB2617  HISTORY     - 1948     GOOD             CGS
 LB2617  HISTORY     - 1989     GOOD             USPSQD
 LB2617
 LB2617                          STATION DESCRIPTION
 LB2617
 LB2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2617'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF WINAMAC AND 0.3 MILE
 LB2617'NORTH OF THE PULASKI-CASS COUNTY LINE AND IN THE SOUTHERN PART OF
 LB2617'THE THORN-HOPE REST PARK.  IT IS IN THE V FORMED BY U. S. HIGHWAY
 LB2617'35 AND A GRAVEL ROAD NORTH, 59 FEET EAST OF THE CENTER OF THE
 LB2617'HIGHWAY, 66 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 LB2617'FIREPLACE, 40 FEET SOUTH OF A 30 INCH OAK TREE AND 38 FEET WEST
 LB2617'OF THE CENTER OF THE GRAVEL ROAD AND 358 FEET NORTH OF THE
 LB2617'INTERSECTION OF THE HIGHWAY AND GRAVEL ROAD NORTH.  THE MARK IS
 LB2617'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOPE 1947.
 LB2617'
 LB2617'REFERENCE MARK NO. 1 IS 99.27 FEET SOUTHWEST OF THE STATION ON THE
 LB2617'WEST SIDE OF THE HIGHWAY.  IT IS 39 FEET WEST OF THE CENTER OF THE
 LB2617'HIGHWAY, 38 FEET NORTH OF A TELEPHONE POLE, 26 FEET EAST OF THE
 LB2617'EAST RAIL OF THE RAILROAD TRACKS AND 3 FEET EAST OF A WHITE WITNESS
 LB2617'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HOPE
 LB2617'NO 1 1947.
 LB2617'
 LB2617'REFERENCE MARK NO. 2 IS 89.63 FEET NORTHWEST OF THE STATION.  IT IS
 LB2617'42 FEET SOUTH OF AN 18 INCH OAK TREE, 37 FEET EAST OF THE CENTER OF
 LB2617'THE HIGHWAY AND 20 FEET WEST OF A 24 INCH OAK TREE.  THE MARK IS
 LB2617'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOPE NO 2 1947.
 LB2617'
 LB2617'AZIMUTH MARK IS 0.3 MILES SOUTH OF THE STATION ON THE PULASKI-CASS
 LB2617'COUNTY LINE.  IT IS 70 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 LB2617'33 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 31 FEET WEST OF THE
 LB2617'CENTER OF HIGHWAY 35 AND 3 FEET EAST OF A WHITE WITNESS POST.  THE
 LB2617'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HOPE 1947.
 LB2617'
 LB2617'TO REACH THE STATION FROM THE COURTHOUSE IN WINAMAC GO SOUTH ON
 LB2617'U. S. HIGHWAY 35 AND STATE HIGHWAY 29 FOR 10.7 MILES TO THE
 LB2617'THORN-HOPE REST PARK ON THE LEFT AND STATION AS DESCRIBED.
 LB2617'CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE PULASKI-CASS
 LB2617'COUNTY LINE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2617'
 LB2617'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2617
 LB2617                          STATION RECOVERY (1948)
 LB2617
 LB2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2617'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LB2617'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO AZIMUTH MARK AND
 LB2617'REFERENCE MARKS NO. 1 AND NO. 2 WERE CHECKED.  STATION,
 LB2617'UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE DESCRIBED.  OLD
 LB2617'DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 LB2617'
 LB2617'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2617
 LB2617                          STATION RECOVERY (1989)
 LB2617
 LB2617'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2232 ***********************************************************************
 LA2232  DESIGNATION -  HORNER
 LA2232  PID         -  LA2232
 LA2232  STATE/COUNTY-  IN/MIAMI
 LA2232  COUNTRY     -  US
 LA2232  USGS QUAD   -  RICHVALLEY (2019)
 LA2232
 LA2232                         *CURRENT SURVEY CONTROL
 LA2232  ______________________________________________________________________
 LA2232* NAD 83(1997) POSITION- 40 47 10.83303(N) 085 59 54.64445(W)   ADJUSTED
 LA2232* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 LA2232  ______________________________________________________________________
 LA2232  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 LA2232  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LA2232  HORZ ORDER      -  SECOND
 LA2232
 LA2232.The horizontal coordinates were established by classical geodetic methods
 LA2232.and adjusted by the National Geodetic Survey in May 1999.
 LA2232
 LA2232.The orthometric height was scaled from a topographic map.
 LA2232
 LA2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2232.GEOID18 height accuracy estimate available here.
 LA2232
 LA2232.Click photographs - Photos may exist for this station.
 LA2232
 LA2232.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2232
 LA2232. The following values were computed from the NAD 83(1997) position.
 LA2232
 LA2232;                    North         East     Units Scale Factor Converg.
 LA2232;SPC IN E     -   614,884.914    71,991.049   MT  0.99997632   -0 13 00.4
 LA2232;SPC IN E     - 2,017,334.92    236,190.63   sFT  0.99997632   -0 13 00.4
 LA2232;UTM  16      - 4,515,521.930   584,498.680   MT  0.99968788   +0 39 15.3
 LA2232
 LA2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2232!SPC IN E     -   0.99996837  x   0.99997632  =   0.99994469
 LA2232!UTM  16      -   0.99996837  x   0.99968788  =   0.99965626
 LA2232
 LA2232:                Primary Azimuth Mark                     Grid Az
 LA2232:SPC IN E     -  HORNER AZ MK                             203 52 48.9
 LA2232:UTM  16      -  HORNER AZ MK                             203 00 33.2
 LA2232
 LA2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8449815521(NAD 83)
 LA2232
 LA2232|---------------------------------------------------------------------|
 LA2232| PID    Reference Object                     Distance      Geod. Az  |
 LA2232|                                                           dddmmss.s |
 LA2232| CF2982 HORNER RM 1                          26.738 METERS 19707     |
 LA2232| CF2981 HORNER AZ MK                                       2033948.5 |
 LA2232| CF2983 HORNER RM 2                          27.740 METERS 29433     |
 LA2232|---------------------------------------------------------------------|
 LA2232
 LA2232                          SUPERSEDED SURVEY CONTROL
 LA2232
 LA2232  NAD 83(1986)-  40 47 10.83713(N)    085 59 54.65614(W) AD(       ) 2
 LA2232  NAD 27      -  40 47 10.68240(N)    085 59 54.68720(W) AD(       ) 2
 LA2232
 LA2232.Superseded values are not recommended for survey control.
 LA2232
 LA2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2232.See file dsdata.pdf to determine how the superseded data were derived.
 LA2232
 LA2232_MARKER: DS = TRIANGULATION STATION DISK
 LA2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2232_STAMPING: HORNER 1948
 LA2232_MARK LOGO: CGS
 LA2232_PROJECTION: FLUSH
 LA2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2232+STABILITY: SURFACE MOTION
 LA2232
 LA2232  HISTORY     - Date     Condition        Report By
 LA2232  HISTORY     - 1948     MONUMENTED       CGS
 LA2232  HISTORY     - 1961     GOOD             THOMAS
 LA2232
 LA2232                          STATION DESCRIPTION
 LA2232
 LA2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2232'STATION IS LOCATED ABOUT 10 MILES WEST OF WABASH AND 4 MILES NORTHEAST
 LA2232'OF PERU ON PROPERTY OWNED BY MR. PEARL E. HOOS.
 LA2232'
 LA2232'IT IS 47 FEET SOUTHWEST OF A 36 INCH OAK TREE, 37 FEET WEST OF THE
 LA2232'CENTER OF MACADAM ROAD, 28 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 LA2232'17 FEET WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 LA2232'STAMPED HORNER 1948.
 LA2232'
 LA2232'REFERENCE MARK NO. 1 IS 87.72 FEET SOUTHWEST OF THE STATION.  IT IS 33
 LA2232'FEET WEST OF THE CENTER OF MACADAM ROAD, 31 FEET SOUTHWEST OF A
 LA2232'TELEPHONE POLE AND 12 FEET WEST OF A FENCELINE.  THE MARK IS FLUSH AND
 LA2232'THE DISK IS STAMPED HORNER NO 1 1948.
 LA2232'
 LA2232'REFERENCE MARK NO. 2 IS 91.01 FEET NORTHWEST OF THE STATION.  IT IS 1
 LA2232'FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LA2232'STAMPED HORNER NO 2 1948.
 LA2232'
 LA2232'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION. IT IS 19 FEET WEST
 LA2232'OF THE CENTER OF MACADAM ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND
 LA2232'1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 LA2232'IS STAMPED HORNER 1948.
 LA2232'
 LA2232'TO REACH THE STATION FROM THE MIAMI COUNTY COURTHOUSE IN PERU GO EAST
 LA2232'ON U.S.  HIGHWAY NO. 24 FOR 3.2 MILES TO A MACADAM CROSSROAD, TURN
 LA2232'LEFT ON MACADAM ROAD AND CROSS RAILROAD TRACKS, TAKE RIGHT FORK JUST
 LA2232'AFTER CROSSING TRACKS AND GO NORTHEAST FOR 0.6 MILE TO A MACADAM
 LA2232'T-ROAD LEFT, TURN LEFT AND NORTH ON MACADAM ROAD FOR 0.7 MILE TO THE
 LA2232'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE STATION ON THE
 LA2232'LEFT AS DESCRIBED.
 LA2232'
 LA2232'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2232
 LA2232                          STATION RECOVERY (1961)
 LA2232
 LA2232'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA2232'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2421 ***********************************************************************
 LB2421  DESIGNATION -  HORNEY
 LB2421  PID         -  LB2421
 LB2421  STATE/COUNTY-  IN/CASS
 LB2421  COUNTRY     -  US
 LB2421  USGS QUAD   -  LOGANSPORT (2019)
 LB2421
 LB2421                         *CURRENT SURVEY CONTROL
 LB2421  ______________________________________________________________________
 LB2421* NAD 83(1997) POSITION- 40 45 53.63962(N) 086 21 26.47804(W)   ADJUSTED
 LB2421* NAVD 88 ORTHO HEIGHT -   196.50  (+/-2cm)      644.7   (feet) VERTCON3
 LB2421  ______________________________________________________________________
 LB2421  GEOID HEIGHT    -        -34.148 (meters)                     GEOID18
 LB2421  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 LB2421  HORZ ORDER      -  SECOND
 LB2421  VERT ORDER      -  THIRD ? (See Below)
 LB2421
 LB2421.The horizontal coordinates were established by classical geodetic methods
 LB2421.and adjusted by the National Geodetic Survey in May 1999.
 LB2421
 LB2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2421
 LB2421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2421.GEOID18 height accuracy estimate available here.
 LB2421
 LB2421.The vertical order pertains to the NGVD 29 superseded value.
 LB2421
 LB2421.Click photographs - Photos may exist for this station.
 LB2421
 LB2421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2421
 LB2421. The following values were computed from the NAD 83(1997) position.
 LB2421
 LB2421;                    North         East     Units Scale Factor Converg.
 LB2421;SPC IN E     -   612,680.329    41,684.548   MT  1.00000851   -0 27 03.6
 LB2421;SPC IN E     - 2,010,102.05    136,760.05   sFT  1.00000851   -0 27 03.6
 LB2421;UTM  16      - 4,512,857.875   554,239.185   MT  0.99963621   +0 25 10.7
 LB2421
 LB2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2421!SPC IN E     -   0.99997453  x   1.00000851  =   0.99998304
 LB2421!UTM  16      -   0.99997453  x   0.99963621  =   0.99961075
 LB2421
 LB2421:                Primary Azimuth Mark                     Grid Az
 LB2421:SPC IN E     -  LAURENCE                                 356 49 49.2
 LB2421:UTM  16      -  LAURENCE                                 355 57 34.9
 LB2421
 LB2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5423912857(NAD 83)
 LB2421
 LB2421|---------------------------------------------------------------------|
 LB2421| PID    Reference Object                     Distance      Geod. Az  |
 LB2421|                                                           dddmmss.s |
 LB2421| CF2984 HORNEY RM                            16.800 METERS 00930     |
 LB2421| LB2424 KNOX                                276.475 METERS 20042     |
 LB2421| LB2422 LAURENCE                            419.519 METERS 3562245.6 |
 LB2421|---------------------------------------------------------------------|
 LB2421
 LB2421                          SUPERSEDED SURVEY CONTROL
 LB2421
 LB2421  NAD 83(1986)-  40 45 53.64541(N)    086 21 26.49632(W) AD(       ) 2
 LB2421  NAD 27      -  40 45 53.48630(N)    086 21 26.50150(W) AD(       ) 2
 LB2421  USSD        -  40 45 53.51300(N)    086 21 26.34100(W) AD(       ) 3
 LB2421  NGVD 29             196.62   (m)          645.1    (f) LEVELING    3  
 LB2421
 LB2421.Superseded values are not recommended for survey control.
 LB2421
 LB2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2421.See file dsdata.pdf to determine how the superseded data were derived.
 LB2421
 LB2421_MARKER: DS = TRIANGULATION STATION DISK
 LB2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2421_STAMPING: HORNEY 1920
 LB2421_MARK LOGO: CGS
 LB2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2421+STABILITY: SURFACE MOTION
 LB2421
 LB2421  HISTORY     - Date     Condition        Report By
 LB2421  HISTORY     - 1920     MONUMENTED       CGS
 LB2421
 LB2421                          STATION DESCRIPTION
 LB2421
 LB2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2421'ONE AND ONE-HALF MILES N OF LOGANSPORT, ON THE E SIDE OF THE TRACK,
 LB2421'150 YARDS S FROM END OF FIRST CURVE N OF LOGANSPORT, 100 YARDS S OF
 LB2421'THE RAILROAD BRIDGE, 9.359 METERS (30.71 FEET) E OF THE E AND
 LB2421'NEAREST TRACK.  THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE
 LB2421'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.  THE REFERENCE
 LB2421'MARK IS ON THE SAME SIDE OF THE TRACK, 16.800 METERS (55.12 FEET)
 LB2421'FROM THE STATION N 09 DEG 30 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2360 ***********************************************************************
 HZ2360  DESIGNATION -  HORSE
 HZ2360  PID         -  HZ2360
 HZ2360  STATE/COUNTY-  IN/JACKSON
 HZ2360  COUNTRY     -  US
 HZ2360  USGS QUAD   -  SEYMOUR (2019)
 HZ2360
 HZ2360                         *CURRENT SURVEY CONTROL
 HZ2360  ______________________________________________________________________
 HZ2360* NAD 83(1997) POSITION- 38 54 25.34122(N) 085 59 23.71418(W)   ADJUSTED
 HZ2360* NAVD 88 ORTHO HEIGHT -   221.53  (+/-2cm)      726.8   (feet) VERTCON3
 HZ2360  ______________________________________________________________________
 HZ2360  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 HZ2360  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 HZ2360  HORZ ORDER      -  SECOND
 HZ2360  VERT ORDER      -  THIRD ? (See Below)
 HZ2360
 HZ2360.The horizontal coordinates were established by classical geodetic methods
 HZ2360.and adjusted by the National Geodetic Survey in May 1999.
 HZ2360
 HZ2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2360
 HZ2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2360.GEOID18 height accuracy estimate available here.
 HZ2360
 HZ2360.The vertical order pertains to the NGVD 29 superseded value.
 HZ2360
 HZ2360.Click photographs - Photos may exist for this station.
 HZ2360
 HZ2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2360
 HZ2360. The following values were computed from the NAD 83(1997) position.
 HZ2360
 HZ2360;                    North         East     Units Scale Factor Converg.
 HZ2360;SPC IN E     -   406,226.309    71,961.972   MT  0.99997634   -0 12 10.9
 HZ2360;SPC IN E     - 1,332,760.82    236,095.24   sFT  0.99997634   -0 12 10.9
 HZ2360;UTM  16      - 4,306,945.587   587,579.848   MT  0.99969445   +0 38 03.9
 HZ2360
 HZ2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2360!SPC IN E     -   0.99997054  x   0.99997634  =   0.99994688
 HZ2360!UTM  16      -   0.99997054  x   0.99969445  =   0.99966499
 HZ2360
 HZ2360:                Primary Azimuth Mark                     Grid Az
 HZ2360:SPC IN E     -  MILLER RESET                             209 39 33.1
 HZ2360:UTM  16      -  MILLER RESET                             208 49 18.3
 HZ2360
 HZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8757906945(NAD 83)
 HZ2360
 HZ2360|---------------------------------------------------------------------|
 HZ2360| PID    Reference Object                     Distance      Geod. Az  |
 HZ2360|                                                           dddmmss.s |
 HZ2360| CG8043 HORSE RM 2                           23.987 METERS 01240     |
 HZ2360| CG8044 HORSE RM 3                           14.610 METERS 13949     |
 HZ2360| JA1669 MILLER RESET                        APPROX. 8.1 KM 2092722.2 |
 HZ2360| CG8041 HORSE AZ MK                                        2332803.6 |
 HZ2360| JA1668 BROWNSTOWN JACKSON CO CTHSE         APPROX. 5.5 KM 2344357.0 |
 HZ2360| JA1666 BROWNSTOWN MUNICIPAL SPIPE          APPROX. 5.6 KM 2391651.3 |
 HZ2360| CG8042 HORSE RM 1                           23.733 METERS 24407     |
 HZ2360|---------------------------------------------------------------------|
 HZ2360
 HZ2360                          SUPERSEDED SURVEY CONTROL
 HZ2360
 HZ2360  NAD 83(1993)-  38 54 25.34556(N)    085 59 23.71261(W) AD(       ) 2
 HZ2360  NAD 83(1986)-  38 54 25.34418(N)    085 59 23.71591(W) AD(       ) 2
 HZ2360  NAD 27      -  38 54 25.15300(N)    085 59 23.80000(W) AD(       ) 2
 HZ2360  NGVD 29             221.65   (m)          727.2    (f) LEVELING    3  
 HZ2360
 HZ2360.Superseded values are not recommended for survey control.
 HZ2360
 HZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2360.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2360
 HZ2360_MARKER: DS = TRIANGULATION STATION DISK
 HZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2360_STAMPING: HORSE 1946 1959
 HZ2360_MARK LOGO: CGS
 HZ2360_PROJECTION: FLUSH
 HZ2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2360+STABILITY: SURFACE MOTION
 HZ2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ2360+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 HZ2360
 HZ2360  HISTORY     - Date     Condition        Report By
 HZ2360  HISTORY     - 1946     MONUMENTED       CGS
 HZ2360  HISTORY     - 1959     SEE DESCRIPTION  USGS
 HZ2360  HISTORY     - 1976     GOOD             NGS
 HZ2360  HISTORY     - 20030925 GOOD             INDIV
 HZ2360
 HZ2360                          STATION DESCRIPTION
 HZ2360
 HZ2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2360'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF BROWNSTOWN IN THE
 HZ2360'NORTH-EAST QUARTER OF SECTION 5, TOWNSHIP 5 NORTH, RANGE 5
 HZ2360'EAST. IT IS 139 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 50
 HZ2360'AND A GRAVELED CROSSROAD, 78 FEET SOUTH OF THECENTERLINE OF
 HZ2360'U.S. HIGHWAY 50 AND 6 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS
 HZ2360'7 INCHES, AND DISK IS STAMPED HORSE 1946.
 HZ2360'
 HZ2360'REFERENCE MARK NO.1 IS 77.86 FEET ABOUT WEST OF THE STATION, 63 FEET
 HZ2360'SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 50 AND A GRAVELED
 HZ2360'CROSSROAD AND 125 FEET WEST OF A POWER POLE. THE MARK PROJECTS 1 INCH
 HZ2360'AND THE DISK IS STAMPED HORSE NO 1 1946.
 HZ2360'
 HZ2360'REFERENCE MARK NO. 2 IS 78.58 FEET NORTHEAST OF THE STATION, 46 FEET
 HZ2360'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 37 FEET NORTHWEST OF
 HZ2360'A POWER POLE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2360'HORSE NO. 2 1946.
 HZ2360'
 HZ2360'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF STATION 3 FEET NORTHEAST
 HZ2360'OF A FENCE CORNER, 3 FEET WEST OF A CONCRETE HIGHWAY RIGHT OF
 HZ2360'WAY POST, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 HZ2360'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HORSE 1946.
 HZ2360'
 HZ2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HZ2360'HIGHWAY 250 IN BROWNSTOWN, GO NORTHEAST ON HIGHWAY 50 FOR
 HZ2360'3.3 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE STRAIGHT AHEAD
 HZ2360'FOR 0.25 MILE TO A CROSSROAD AND THE STATION ON THE RIGHT AS
 HZ2360'DESCRIBED.
 HZ2360'
 HZ2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2360
 HZ2360                          STATION RECOVERY (1959)
 HZ2360
 HZ2360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (CAE)
 HZ2360'UNDERGROUND STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 HZ2360'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE SURFACE STATION
 HZ2360'MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND AND ARE BELEIVED TO
 HZ2360'HAVE BEEN DESTROYED.  A NEW SURFACE STATION MARK AND REFERENCE MARK
 HZ2360'NO. 3 WERE SET AT THIS TIME.  DESCRIPTION AND TO REACH ARE
 HZ2360'ADEQUATE.  THE NEW SURFACE MARK IS SET FLUSH AND THE DISK IS
 HZ2360'STAMPED HORSE 1946-1959.
 HZ2360'
 HZ2360'REFERENCE MARK NO. 3 IS 47.90 FEET SOUTHEAST OF THE STATION AND IS 4
 HZ2360'FEET NORTH OF A 14 INCH CEDAR TREE, WHICH MARKS THE SOUTHWEST CORNER
 HZ2360'OF A CEMETERY.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ2360'HORSE NO 3 1946-1959.
 HZ2360
 HZ2360                          STATION RECOVERY (1976)
 HZ2360
 HZ2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2360'STATION MARK, REFERENCE MARK 2, 3 AND THE AZIMUTH MARK FOUND IN
 HZ2360'GOOD CONDITION.  REFERENCE MARK 2 WAS LONGER BY 0.12 FOOT LONGER AND
 HZ2360'3 WAS LONGER BY 0.03 FOOT.  THE ANGLE BETWEEN THE MARKS WAS LARGER
 HZ2360'BY 2 MINUTES AND 11 SECONDS.  THE AZIMUTH MARK WAS NOT VISIBLE AT
 HZ2360'THIS TIME DUE TO A LONG LINE OF WEEDS AND VINES ALONG THE HIGHWAY.
 HZ2360'THE TO REACH IS ADEQUATE WITH THE EXCEPTION.  FROM THE AZIMUTH
 HZ2360'MARK TO THE STATION IT IS 0.45 MILE, NOT 0.25 MILE.
 HZ2360'
 HZ2360'THE STATION IS 86 FEET WEST OF THE JACKSON COUNTY STANDPIPE, 82 FEET
 HZ2360'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 62 FEET NORTH OF THE
 HZ2360'CENTERLINE OF PAVED ROAD, 53 FEET NORTHEAST OF A POWER POLE AND 51
 HZ2360'FEET WEST OF A 14 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE
 HZ2360'DISK STAMPED HORSE 1946 1959.
 HZ2360'
 HZ2360'REFERENCE MARK 2 IS 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 HZ2360'AND 38 FEET WEST OF THE MARTIN DOUGLAS HEADSTONE.  THE MONUMENT
 HZ2360'PROJECTS 6 INCHES AND THE DISK STAMPED HORSE NO 2 1946.
 HZ2360'
 HZ2360'REFERENCE MARK 3 IS 39 FEET WEST OF THE STANDPIPE AND 4 FEET NORTH
 HZ2360'OF THE 14 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HZ2360'STAMPED HORSE NO 3 1946 1959.
 HZ2360'
 HZ2360'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8
 HZ2360'FEET SOUTHWEST OF POWER POLE NO. 225, 3 FEET WEST OF A CONCRETE
 HZ2360'RIGHT-OF-WAY MARK AND 2 FEET NORTH OF A FENCE.  THE MONUMENT
 HZ2360'PROJECTS 3 INCHES AND THE DISK STAMPED HORSE 1946.
 HZ2360'
 HZ2360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 HZ2360'SOUTHEAST OF BROWNSTOWN.
 HZ2360'
 HZ2360'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2360
 HZ2360                          STATION RECOVERY (2003)
 HZ2360
 HZ2360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 HZ2360'GO NORTHEAST ON U. S. HIGHWAY 50 FOR 5.3 KM (3.3 MI) TO COUNTY ROAD
 HZ2360'175 NORTH.  TURN RIGHT AND GO 0.2 KM (0.1 MI) TO COUNTY ROAD 250 EAST.
 HZ2360'TURN LEFT AND GO 0.25 KM (0.2 MI) TO A CUL-DE-SAC.  STATION IS LOCATED
 HZ2360'BETWEEN CUL-DE-SAC AND WOODEN CEMETERY SIGN (DURLAND CEMETERY).
 HZ2360'STATION IS 14 M (46 FT) NORTHEAST OF NEAREST EDGE OF CUL-DE-SAC
 HZ2360'PAVEMENT, 7.3 M (24 FT) SOUTHEAST OF POWER POLE 225 210, 4.0 M (13 FT)
 HZ2360'SOUTHEAST OF A GUY ANCHOR, 12.6 M (41.5 FT) SOUTHWEST OF THE SOUTHWEST
 HZ2360'CORNER OF A WOODEN LANDSCAPE BOX AT THE DURLAND CEMETERY SIGN, AND 0.3
 HZ2360'M (1 FT) WEST OF A FIBERGLASS SURVEY MARKER POST.
 HZ2360'REFERENCE MARK 2 FOUND PER PREVIOUSLY DESCRIBED DISTANCES FROM STATION
 HZ2360'AND MARTIN DOUGLAS HEADSTONE.  RM 3 MAY BE IN BUT COULD NOT BE FOUND
 HZ2360'IN THE HEAVY BRUSH - THE STANDPIPE AND CEDAR TREE ARE STILL PRESENT.
 HZ2360'THE CROSSROAD HAS BEEN CHANGED TO A CUL-DE-SAC DUE TO CONSTRUCTION ON
 HZ2360'U. S. HIGHWAY 50.  NO SEARCH FOR THE AZIMUTH MARK WAS MADE - IT MAY
 HZ2360'HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2375 ***********************************************************************
 LB2375  DESIGNATION -  HOW L 54 INHC
 LB2375  PID         -  LB2375
 LB2375  STATE/COUNTY-  IN/HOWARD
 LB2375  COUNTRY     -  US
 LB2375  USGS QUAD   -  GALVESTON (2019)
 LB2375
 LB2375                         *CURRENT SURVEY CONTROL
 LB2375  ______________________________________________________________________
 LB2375* NAD 83(1997) POSITION- 40 33 36.91160(N) 086 10 28.63538(W)   ADJUSTED
 LB2375* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 LB2375  ______________________________________________________________________
 LB2375  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 LB2375  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LB2375  HORZ ORDER      -  SECOND
 LB2375
 LB2375.The horizontal coordinates were established by classical geodetic methods
 LB2375.and adjusted by the National Geodetic Survey in May 1999.
 LB2375
 LB2375.The orthometric height was scaled from a topographic map.
 LB2375
 LB2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2375.GEOID18 height accuracy estimate available here.
 LB2375
 LB2375.Click photographs - Photos may exist for this station.
 LB2375
 LB2375.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2375
 LB2375. The following values were computed from the NAD 83(1997) position.
 LB2375
 LB2375;                    North         East     Units Scale Factor Converg.
 LB2375;SPC IN E     -   589,850.090    56,981.745   MT  0.99998944   -0 19 49.1
 LB2375;SPC IN E     - 1,935,199.84    186,947.61   sFT  0.99998944   -0 19 49.1
 LB2375;UTM  16      - 4,490,270.145   569,875.319   MT  0.99966010   +0 32 12.2
 LB2375
 LB2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2375!SPC IN E     -   0.99996619  x   0.99998944  =   0.99995563
 LB2375!UTM  16      -   0.99996619  x   0.99966010  =   0.99962631
 LB2375
 LB2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6987590270(NAD 83)
 LB2375
 LB2375                          SUPERSEDED SURVEY CONTROL
 LB2375
 LB2375  NAD 83(1986)-  40 33 36.91725(N)    086 10 28.64686(W) AD(       ) 2
 LB2375  NAD 27      -  40 33 36.77820(N)    086 10 28.65980(W) AD(       ) 2
 LB2375
 LB2375.Superseded values are not recommended for survey control.
 LB2375
 LB2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2375.See file dsdata.pdf to determine how the superseded data were derived.
 LB2375
 LB2375_MARKER: DB = BENCH MARK DISK
 LB2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2375
 LB2375  HISTORY     - Date     Condition        Report By
 LB2375  HISTORY     - 1954     MONUMENTED       INHD
 LB2375
 LB2375                          STATION DESCRIPTION
 LB2375
 LB2375'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1954 (ELJ)
 LB2375'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U. S. HIGHWAY 35 ABOUT
 LB2375'5 MILES NORTHWEST OF KOKOMO AND ABOUT 1-1/2 MILES SOUTHEAST OF
 LB2375'GALVESTON.  IT IS 80 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 LB2375'62 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 LB2375'NORTHEAST OF A FENCE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST
 LB2375'PROJECTING ABOUT 8 INCHES WITH A BRONZE STATE HIGHWAY COMMISSION OF
 LB2375'INDIANA SURVEY BENCH MARK DISK IN THE TOP STAMPED HOW L 54.
 LB2375'
 LB2375'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GALVESTON.
 LB2375'THE DISTANCE IS 179.304 METERS, 588.26 FEET.
 LB2375'
 LB2375'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2375'HIGHWAY 22 AT THE INTERSECTION OF WASHINGTON AND SYCAMORE STREETS,
 LB2375'ONE BLOCK WEST OF THE COURTHOUSE IN KOKOMO, GO NORTH AND NORTHWEST
 LB2375'ON HIGHWAY 35 FOR 5.6 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2500 ***********************************************************************
 LB2500  DESIGNATION -  HOWARD
 LB2500  PID         -  LB2500
 LB2500  STATE/COUNTY-  IN/HAMILTON
 LB2500  COUNTRY     -  US
 LB2500  USGS QUAD   -  ARCADIA (2019)
 LB2500
 LB2500                         *CURRENT SURVEY CONTROL
 LB2500  ______________________________________________________________________
 LB2500* NAD 83(1997) POSITION- 40 08 39.51563(N) 086 01 07.63003(W)   ADJUSTED
 LB2500* NAVD 88 ORTHO HEIGHT -   256.00  (+/-2cm)      839.9   (feet) VERTCON3
 LB2500  ______________________________________________________________________
 LB2500  GEOID HEIGHT    -        -34.194 (meters)                     GEOID18
 LB2500  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 LB2500  HORZ ORDER      -  SECOND
 LB2500  VERT ORDER      -  THIRD ? (See Below)
 LB2500
 LB2500.The horizontal coordinates were established by classical geodetic methods
 LB2500.and adjusted by the National Geodetic Survey in May 1999.
 LB2500
 LB2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2500
 LB2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2500.GEOID18 height accuracy estimate available here.
 LB2500
 LB2500.The vertical order pertains to the NGVD 29 superseded value.
 LB2500
 LB2500.Click photographs - Photos may exist for this station.
 LB2500
 LB2500.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2500
 LB2500. The following values were computed from the NAD 83(1997) position.
 LB2500
 LB2500;                    North         East     Units Scale Factor Converg.
 LB2500;SPC IN E     -   543,600.141    69,995.523   MT  0.99997774   -0 13 37.3
 LB2500;SPC IN E     - 1,783,461.46    229,643.65   sFT  0.99997774   -0 13 37.3
 LB2500;UTM  16      - 4,444,235.836   583,580.239   MT  0.99968599   +0 37 57.5
 LB2500
 LB2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2500!SPC IN E     -   0.99996521  x   0.99997774  =   0.99994295
 LB2500!UTM  16      -   0.99996521  x   0.99968599  =   0.99965121
 LB2500
 LB2500:                Primary Azimuth Mark                     Grid Az
 LB2500:SPC IN E     -  TUCKER                                   152 04 17.8
 LB2500:UTM  16      -  TUCKER                                   151 12 43.0
 LB2500
 LB2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8358044235(NAD 83)
 LB2500
 LB2500|---------------------------------------------------------------------|
 LB2500| PID    Reference Object                     Distance      Geod. Az  |
 LB2500|                                                           dddmmss.s |
 LB2500| LB2503 TUCKER                              APPROX. 0.8 KM 1515040.5 |
 LB2500| CF2985 HOWARD RM                            10.450 METERS 16133     |
 LB2500|---------------------------------------------------------------------|
 LB2500
 LB2500                          SUPERSEDED SURVEY CONTROL
 LB2500
 LB2500  NAD 83(1986)-  40 08 39.52251(N)    086 01 07.64266(W) AD(       ) 2
 LB2500  NAD 27      -  40 08 39.38100(N)    086 01 07.69800(W) AD(       ) 2
 LB2500  USSD        -  40 08 39.41400(N)    086 01 07.50000(W) AD(       ) 3
 LB2500  NGVD 29             256.12   (m)          840.3    (f) LEVELING    3  
 LB2500
 LB2500.Superseded values are not recommended for survey control.
 LB2500
 LB2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2500.See file dsdata.pdf to determine how the superseded data were derived.
 LB2500
 LB2500_MARKER: DS = TRIANGULATION STATION DISK
 LB2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2500_STAMPING: HOWARD 1920
 LB2500_MARK LOGO: CGS
 LB2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2500+STABILITY: SURFACE MOTION
 LB2500
 LB2500  HISTORY     - Date     Condition        Report By
 LB2500  HISTORY     - 1920     MONUMENTED       CGS
 LB2500  HISTORY     - 1962     MARK NOT FOUND   USGS
 LB2500
 LB2500                          STATION DESCRIPTION
 LB2500
 LB2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2500'STATION IS ABOUT 3/4 MILE N OF CICERO, ON E SIDE OF LAKE ERIE AND
 LB2500'WESTERN RAILROAD, ON SECOND CURVE N OF CICERO, SIX TELEGRAPH POLES
 LB2500'N OF SEMAPHORE SIGNAL M 29, TWO TELEGRAPH POLES S OF WHISTLE-BOARD
 LB2500'FOR CROSSING, 8.220 METERS (26.97 FEET) E OF THE E AND NEAREST
 LB2500'RAIL.
 LB2500'
 LB2500'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2500'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS NEAR THE FENCE ON
 LB2500'SAME SIDE OF THE TRACK, 10.450 METERS (34.28 FEET) FROM THE STATION
 LB2500'S 18 DEG 27 MIN E.
 LB2500
 LB2500                          STATION RECOVERY (1962)
 LB2500
 LB2500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LB2500'STATION HAS NOT BEEN RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1643 ***********************************************************************
 MD1643  DESIGNATION -  HOWARD
 MD1643  PID         -  MD1643
 MD1643  STATE/COUNTY-  IN/KOSCIUSKO
 MD1643  COUNTRY     -  US
 MD1643  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1643
 MD1643                         *CURRENT SURVEY CONTROL
 MD1643  ______________________________________________________________________
 MD1643* NAD 83(1997) POSITION- 41 04 29.45984(N) 085 42 14.32025(W)   ADJUSTED
 MD1643* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 MD1643  ______________________________________________________________________
 MD1643  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 MD1643  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 MD1643  HORZ ORDER      -  SECOND
 MD1643
 MD1643.The horizontal coordinates were established by classical geodetic methods
 MD1643.and adjusted by the National Geodetic Survey in May 1999.
 MD1643
 MD1643.The orthometric height was scaled from a topographic map.
 MD1643
 MD1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1643.GEOID18 height accuracy estimate available here.
 MD1643
 MD1643.Click photographs - Photos may exist for this station.
 MD1643
 MD1643.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1643
 MD1643. The following values were computed from the NAD 83(1997) position.
 MD1643
 MD1643;                    North         East     Units Scale Factor Converg.
 MD1643;SPC IN E     -   646,871.024    96,864.475   MT  0.99996679   -0 01 28.3
 MD1643;SPC IN E     - 2,122,276.02    317,796.20   sFT  0.99996679   -0 01 28.3
 MD1643;UTM  16      - 4,547,875.311   608,875.336   MT  0.99974589   +0 51 05.9
 MD1643
 MD1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1643!SPC IN E     -   0.99996562  x   0.99996679  =   0.99993241
 MD1643!UTM  16      -   0.99996562  x   0.99974589  =   0.99971152
 MD1643
 MD1643:                Primary Azimuth Mark                     Grid Az
 MD1643:SPC IN E     -  HOWARD AZ MK                             270 40 03.9
 MD1643:UTM  16      -  HOWARD AZ MK                             269 47 29.7
 MD1643
 MD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0887547875(NAD 83)
 MD1643
 MD1643|---------------------------------------------------------------------|
 MD1643| PID    Reference Object                     Distance      Geod. Az  |
 MD1643|                                                           dddmmss.s |
 MD1643| CF2988 HOWARD RM 2                           2.920 METERS 00206     |
 MD1643| CF2986 HOWARD AZ MK                                       2703835.6 |
 MD1643| CF2987 HOWARD RM 1                          25.344 METERS 27413     |
 MD1643|---------------------------------------------------------------------|
 MD1643
 MD1643                          SUPERSEDED SURVEY CONTROL
 MD1643
 MD1643  NAD 83(1995)-  41 04 29.46361(N)    085 42 14.33037(W) AD(       ) 2
 MD1643  NAD 83(1986)-  41 04 29.46339(N)    085 42 14.33139(W) AD(       ) 2
 MD1643  NAD 27      -  41 04 29.30240(N)    085 42 14.38800(W) AD(       ) 2
 MD1643
 MD1643.Superseded values are not recommended for survey control.
 MD1643
 MD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1643.See file dsdata.pdf to determine how the superseded data were derived.
 MD1643
 MD1643_MARKER: DS = TRIANGULATION STATION DISK
 MD1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1643_STAMPING: HOWARD 1947
 MD1643_MARK LOGO: CGS
 MD1643_PROJECTION: RECESSED 36 CENTIMETERS
 MD1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1643+STABILITY: SURFACE MOTION
 MD1643
 MD1643  HISTORY     - Date     Condition        Report By
 MD1643  HISTORY     - 1947     MONUMENTED       CGS
 MD1643
 MD1643                          STATION DESCRIPTION
 MD1643
 MD1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1643'STATION IS LOCATED ABOUT 10 MILES EAST OF SILVER LAKE, 4 MILES WEST OF
 MD1643'SOUTH WHITLEY AND ON THE SOUTH SIDE OF STATE HIGHWAY 14 AND ON LAND
 MD1643'OWNED BY MR. HOWARD.
 MD1643'
 MD1643'IT IS 210 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY 14 AND A
 MD1643'GRAVEL ROAD, 47.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 10 FEET
 MD1643'SOUTH OF A WHITE WITNESS POST AND AN EAST-WEST FENCE.  THE MARK IS
 MD1643'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MD1643'STAMPED HOWARD 1947.
 MD1643'
 MD1643'REFERENCE MARK NO. 1 IS 83.15 FEET WEST OF THE STATION IN THE
 MD1643'EAST-WEST FENCE LINE.  IT IS 37.5 FEET SOUTH OF THE CENTER OF THE
 MD1643'HIGHWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MD1643'HOWARD NO 1 1947.
 MD1643'
 MD1643'REFERENCE MARK NO. 2 IS 9.58 FEET NORTH OF THE STATION IN THE FENCE
 MD1643'LINE.  IT IS 37.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK
 MD1643'IS FLUSH AND THE DISK IS STAMPED HOWARD NO 2 1947.
 MD1643'
 MD1643'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 MD1643'HIGHWAY 14.  IT IS 36 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 MD1643'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 MD1643'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HOWARD 1947.
 MD1643'
 MD1643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN
 MD1643'SILVER LAKE GO EAST ON HIGHWAY 14 FOR 9.65 MILES TO THE AZIMUTH MARK
 MD1643'ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A CROSSROAD,
 MD1643'CONTINUE 0.05 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 MD1643'
 MD1643'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1507 ***********************************************************************
 MD1507  DESIGNATION -  HOWE
 MD1507  PID         -  MD1507
 MD1507  STATE/COUNTY-  IN/LAGRANGE
 MD1507  COUNTRY     -  US
 MD1507  USGS QUAD   -  LAGRANGE (2019)
 MD1507
 MD1507                         *CURRENT SURVEY CONTROL
 MD1507  ______________________________________________________________________
 MD1507* NAD 83(1997) POSITION- 41 43 11.74562(N) 085 25 15.05792(W)   ADJUSTED
 MD1507* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 MD1507  ______________________________________________________________________
 MD1507  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 MD1507  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 MD1507  HORZ ORDER      -  SECOND
 MD1507
 MD1507.The horizontal coordinates were established by classical geodetic methods
 MD1507.and adjusted by the National Geodetic Survey in May 1999.
 MD1507
 MD1507.The orthometric height was scaled from a topographic map.
 MD1507
 MD1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1507.GEOID18 height accuracy estimate available here.
 MD1507
 MD1507.Click photographs - Photos may exist for this station.
 MD1507
 MD1507.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1507
 MD1507. The following values were computed from the NAD 83(1997) position.
 MD1507
 MD1507;                    North         East     Units Scale Factor Converg.
 MD1507;SPC IN E     -   718,540.713   120,454.532   MT  0.99997181   +0 09 48.9
 MD1507;SPC IN E     - 2,357,412.32    395,191.24   sFT  0.99997181   +0 09 48.9
 MD1507;SPC MI S     -    24,979.573 3,912,270.724   MT  1.00011160   -0 43 02.6
 MD1507;SPC MI S     -    81,953.98 12,835,533.87   iFT  1.00011160   -0 43 02.6
 MD1507;UTM  16      - 4,619,885.871   631,355.331   MT  0.99981233   +1 03 03.8
 MD1507
 MD1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1507!SPC IN E     -   0.99996289  x   0.99997181  =   0.99993470
 MD1507!SPC MI S     -   0.99996289  x   1.00011160  =   1.00007448
 MD1507!UTM  16      -   0.99996289  x   0.99981233  =   0.99977523
 MD1507
 MD1507:                Primary Azimuth Mark                     Grid Az
 MD1507:SPC IN E     -  VAN BUREN                                265 16 25.1
 MD1507:SPC MI S     -  VAN BUREN                                266 09 16.6
 MD1507:UTM  16      -  VAN BUREN                                264 23 10.2
 MD1507
 MD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3135519885(NAD 83)
 MD1507
 MD1507|---------------------------------------------------------------------|
 MD1507| PID    Reference Object                     Distance      Geod. Az  |
 MD1507|                                                           dddmmss.s |
 MD1507| CF2990 HOWE RM 1                            34.445 METERS 00804     |
 MD1507| CF2991 HOWE RM 2                            37.886 METERS 10728     |
 MD1507| CF2989 HOWE AZ MK                                         1911740.5 |
 MD1507| MD1689 VAN BUREN                           APPROX.16.0 KM 2652614.0 |
 MD1507| MD1508 HOWE MILITARY ACADEMY STACK         487.919 METERS 3162041.7 |
 MD1507|---------------------------------------------------------------------|
 MD1507
 MD1507                          SUPERSEDED SURVEY CONTROL
 MD1507
 MD1507  NAD 83(1995)-  41 43 11.74509(N)    085 25 15.05978(W) AD(       ) 2
 MD1507  NAD 83(1994)-  41 43 11.74516(N)    085 25 15.06087(W) AD(       ) 2
 MD1507  NAD 83(1986)-  41 43 11.74572(N)    085 25 15.06569(W) AD(       ) 2
 MD1507  NAD 27      -  41 43 11.56220(N)    085 25 15.13800(W) AD(       ) 2
 MD1507
 MD1507.Superseded values are not recommended for survey control.
 MD1507
 MD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1507.See file dsdata.pdf to determine how the superseded data were derived.
 MD1507
 MD1507_MARKER: DS = TRIANGULATION STATION DISK
 MD1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1507_STAMPING: HOWE 1946
 MD1507_MARK LOGO: CGS
 MD1507_PROJECTION: FLUSH
 MD1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1507+STABILITY: SURFACE MOTION
 MD1507
 MD1507  HISTORY     - Date     Condition        Report By
 MD1507  HISTORY     - 1946     MONUMENTED       CGS
 MD1507  HISTORY     - 1960     GOOD             CGS
 MD1507  HISTORY     - 19940420 GOOD             USPSQD
 MD1507
 MD1507                          STATION DESCRIPTION
 MD1507
 MD1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1507'STATION IS LOCATED ON THE WEST SIDE OF THE CITY PARK IN HOWE.  IT IS
 MD1507'114 FEET SOUTH OF THE SOUTH CURB ON STATE HIGHWAY 120, 69 FEET WEST OF
 MD1507'A 24 INCH TWIN MAPLE TREE, 64 FEET EAST OF THE CENTER OF BROAD STREET
 MD1507'AND 31 FEET SOUTHEAST OF A 15 INCH MAPLE TREE.  THE MARK IS FLUSH AND
 MD1507'THE DISK IS STAMPED HOWE 1946.
 MD1507'
 MD1507'REFERENCE MARK NO. 1 IS 113.01 FEET NORTH OF THE STATION.  IT IS ONE
 MD1507'FOOT SOUTH OF THE CURB ON STATE HIGHWAY 120 AND 59 FEET EAST OF THE
 MD1507'EAST CURB ON BROAD STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1507'HOWE NO 1 1946.
 MD1507'
 MD1507'REFERENCE MARK NO. 2 IS 124.30 FEET EAST OF THE STATION.  IT IS 27
 MD1507'FEET WEST OF THE CURB ON THE EAST SIDE OF THE PARK.  THE MARK IS FLUSH
 MD1507'AND THE DISK IS STAMPED HOWE NO 2 1946.
 MD1507'
 MD1507'AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION ON THE WEST SIDE OF
 MD1507'BROAD STREET.  IT IS 40 FEET WEST OF THE CENTER OF THE STREET, 100
 MD1507'FEET SOUTH OF A WHITE HOUSE AND 2 FEET WEST OF A WITNESS POST.  THE
 MD1507'MARK PROJECTS ONE FOOT AND THE DISK IS STAMPED HOWE 1946.
 MD1507'
 MD1507'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 MD1507
 MD1507                          STATION RECOVERY (1960)
 MD1507
 MD1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1507'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD1507'PROBABLY PERTINENT ADDITIONAL NOTES FOLLOW.
 MD1507'
 MD1507'THE STATION MARK IS 113 FEET S OF S CURB IF THE DISTANCE IS MEASURED
 MD1507'PERPENDICULAR TO THE CURB, AND THE 15-INCH MAPLE TREE IS NOW A 30-INCH
 MD1507'ONE.
 MD1507'
 MD1507'DISTANCE TO R.M. NO. 2 WAS MEASURED AS 124.28 FEET INSTEAD OF 124.30
 MD1507'FEET, AND IT IS 104 FEET N OF THE CURB ON THE S SIDE OF THE PARK.
 MD1507'
 MD1507'AZIMUTH MARK, NOTE 16A, IS 37 FEET W OF CENTER LINE OF GRAVEL ROAD,
 MD1507'ABOUT 5 FEET HIGHER THAN SAME, 49-1/2 FEET OF SE CORNER OF CONCRETE
 MD1507'BLOCK GARAGE, AND 6-1/2 FEET E OF PROJECTED PLANE OF E WALL OF SAME.
 MD1507
 MD1507                          STATION RECOVERY (1994)
 MD1507
 MD1507'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0395 ***********************************************************************
 JA0395  DESIGNATION -  HUBBARD
 JA0395  PID         -  JA0395
 JA0395  STATE/COUNTY-  IN/CRAWFORD
 JA0395  COUNTRY     -  US
 JA0395  USGS QUAD   -  ENGLISH (2019)
 JA0395
 JA0395                         *CURRENT SURVEY CONTROL
 JA0395  ______________________________________________________________________
 JA0395* NAD 83(1997) POSITION- 38 19 02.14173(N) 086 27 01.34506(W)   ADJUSTED
 JA0395* NAVD 88 ORTHO HEIGHT -   256.881 (meters)      842.78  (feet) ADJUSTED
 JA0395  ______________________________________________________________________
 JA0395  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 JA0395  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 JA0395  DYNAMIC HEIGHT  -        256.702 (meters)      842.20  (feet) COMP
 JA0395  MODELED GRAVITY -    979,925.6   (mgal)                       NAVD 88
 JA0395
 JA0395  HORZ ORDER      -  SECOND
 JA0395  VERT ORDER      -  FIRST     CLASS II
 JA0395
 JA0395.The horizontal coordinates were established by classical geodetic methods
 JA0395.and adjusted by the National Geodetic Survey in May 1999.
 JA0395
 JA0395.The orthometric height was determined by differential leveling and
 JA0395.adjusted by the NATIONAL GEODETIC SURVEY
 JA0395.in June 1991.
 JA0395
 JA0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0395.GEOID18 height accuracy estimate available here.
 JA0395
 JA0395.Click photographs - Photos may exist for this station.
 JA0395
 JA0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0395
 JA0395.The dynamic height is computed by dividing the NAVD 88
 JA0395.geopotential number by the normal gravity value computed on the
 JA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0395.degrees latitude (g = 980.6199 gals.).
 JA0395
 JA0395.The modeled gravity was interpolated from observed gravity values.
 JA0395
 JA0395. The following values were computed from the NAD 83(1997) position.
 JA0395
 JA0395;                    North         East     Units Scale Factor Converg.
 JA0395;SPC IN W     -   340,898.296   955,352.463   MT  1.00000438   +0 23 32.8
 JA0395;SPC IN W     - 1,118,430.49  3,134,352.21   sFT  1.00000438   +0 23 32.8
 JA0395;UTM  16      - 4,241,159.693   548,047.265   MT  0.99962843   +0 20 26.8
 JA0395
 JA0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0395!SPC IN W     -   0.99996491  x   1.00000438  =   0.99996929
 JA0395!UTM  16      -   0.99996491  x   0.99962843  =   0.99959335
 JA0395
 JA0395:                Primary Azimuth Mark                     Grid Az
 JA0395:SPC IN W     -  HUBBARD AZ MK                            014 18 05.4
 JA0395:UTM  16      -  HUBBARD AZ MK                            014 21 11.4
 JA0395
 JA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4804741159(NAD 83)
 JA0395
 JA0395|---------------------------------------------------------------------|
 JA0395| PID    Reference Object                     Distance      Geod. Az  |
 JA0395|                                                           dddmmss.s |
 JA0395| JA0392 HUBBARD AZ MK                                      0144138.2 |
 JA0395| JA0396 HUBBARD RM 1                         28.270 METERS 23000     |
 JA0395| JA0394 HUBBARD RM 3                         23.456 METERS 31923     |
 JA0395| CG8052 HUBBARD RM 2                         24.687 METERS 33149     |
 JA0395|---------------------------------------------------------------------|
 JA0395
 JA0395                          SUPERSEDED SURVEY CONTROL
 JA0395
 JA0395  NAD 83(1993)-  38 19 02.14477(N)    086 27 01.34740(W) AD(       ) 2
 JA0395  NAD 83(1986)-  38 19 02.14766(N)    086 27 01.34968(W) AD(       ) 2
 JA0395  NAD 27      -  38 19 01.92600(N)    086 27 01.41400(W) AD(       ) 2
 JA0395  NGVD 29 (??/??/92)  256.991  (m)          843.14   (f) ADJ UNCH    1 2
 JA0395  NGVD 29             256.99   (m)          843.1    (f) LEVELING    3  
 JA0395
 JA0395.Superseded values are not recommended for survey control.
 JA0395
 JA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0395.See file dsdata.pdf to determine how the superseded data were derived.
 JA0395
 JA0395_MARKER: DS = TRIANGULATION STATION DISK
 JA0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0395_STAMPING: HUBBARD 1946
 JA0395_MARK LOGO: CGS
 JA0395_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0395+STABILITY: SURFACE MOTION
 JA0395
 JA0395  HISTORY     - Date     Condition        Report By
 JA0395  HISTORY     - 1946     MONUMENTED       CGS
 JA0395  HISTORY     - 1965     GOOD             CGS
 JA0395  HISTORY     - 1966     GOOD             CGS
 JA0395  HISTORY     - 1966     GOOD             CGS
 JA0395
 JA0395                          STATION DESCRIPTION
 JA0395
 JA0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0395'THIS STATION IS 41 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 37 AT
 JA0395'A POINT 1.75 MILES SOUTHEAST FROM THE HIGHWAY JUNCTION IN
 JA0395'ENGLISH. IT IS LOCATED WEST OF A FARMHOUSE AND BARN IN A SMALL
 JA0395'TRIANGLE FORMED BY THE HIGHWAY, A ROAD LEADING TO THE FARM AND
 JA0395'AN OLDROAD CUT. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0395'HUBBARD 1946.
 JA0395'
 JA0395'REFERENCE MARK NO. 1 IS 92.82 FEET SOUTHWEST OF THE STATION, IN A
 JA0395'LINE OF TELEPHONE POLES, 36 FEET EAST OF THE CENTERLINE OF
 JA0395'THE HIGHWAY AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MARK
 JA0395'PROJECTS 6 INCHES AND THE DISK IS STAMPED HUBBARD NO 1 1946.
 JA0395'
 JA0395'REFERENCE MARK NO. 2 IS 81.00 FEET NORTHWEST OF THE STATION, IN THE
 JA0395'NORTHEAST CORNER OF AN APPLE ORCHARD AND 35 FEET WEST OF THE
 JA0395'CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA0395'STAMPED HUBBARD NO 2 1946.
 JA0395'
 JA0395'AZIMUTH MARK IS NORTH OF THE STATION, 50 FEET EAST OF THE CENTERLINE
 JA0395'OF STATE HIGHWAY 37 AND 40 FEET NORTH OF AN OUTLYING CONCRETE
 JA0395'CELLAR WHICH IS NORTH OF A FARMHOUSE. THE MARK PROJECTS 6 INCHES AND
 JA0395'THE DISK IS STAMPED HUBBARD 1946.
 JA0395'
 JA0395'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA0395
 JA0395                          STATION RECOVERY (1965)
 JA0395
 JA0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0395'1.8 MI S FROM ENGLISH.
 JA0395'1.85 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0395'ENGLISH, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 135
 JA0395'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF IOLA SHARON HOUSE,
 JA0395'0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA0395'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0395'INCHES.
 JA0395
 JA0395                          STATION RECOVERY (1966)
 JA0395
 JA0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0395'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 JA0395'AND FOUND IN GOOD CONDITION. REFERENCE MARK NO.  2 WAS DESTROYED BY
 JA0395'GRADING EQUIPMENT. A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED THIS
 JA0395'DATE.
 JA0395'
 JA0395'THE STATION IS LOCATED ATOP A LARGE HILL ABOUT 1.75 MILES NORTHEAST
 JA0395'OF ENGLISH, IN A SMALL, GRASSY, TRIANGLE FORMED B BY STATE ROUTE
 JA0395'37, A FARM DRIVEWAY, AND AN OLD ROAD SITE NOW ABANDONED.
 JA0395'
 JA0395'TO REACH THE STATION FROM THE POST OFFICE IN ENGLISH, GO
 JA0395'SOUTHEASTERLY ON STATE ROUTE 37 FOR 1.35 MILES TO THE
 JA0395'AZIMUTH MARK ON THE LEFT, CONTINUE EAST AND SOUTH ON STATE ROUTE 37
 JA0395'FOR 0.4 MILE TO THE SIMMIT OF A HILL AND THE STATION ON THE
 JA0395'LEFT AS DESCRIBED.
 JA0395'
 JA0395'THE STATION IS 41 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 JA0395'ROUTE 37, 35 FEET WEST OF A 20-INCH, FORKED TRUNKED, ELM
 JA0395'TREE, 31 FEET SOUTHWEST OF A POWERLINE POLE, 20 FEET NORTHEAST OF THE
 JA0395'APPROXIMATE CENTER OF A FARM DRIVEWAY, 16 FEET NORTHWEST OF
 JA0395'A 7-INCH HICKORY TREE, AND 0.7 FOOT WEST-NORTHWEST OF A METAL WITNESS
 JA0395'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA0395'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 JA0395'DISK IS STAMPED HUBBARD 1946.
 JA0395'
 JA0395'REFERENCE MARK NO. 1 IS 74 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 JA0395'OF A FARM DRIVEWAY, 35 FEET SOUTHEAST OF THE APPROXIMATE
 JA0395'CENTER OF STATE ROUTE 37 AND 2.5 FEET NORTHEAST OF A POWERLINE POLE.
 JA0395'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 JA0395'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0395'HUBBARD NO 1 1946.
 JA0395'
 JA0395'REFERENCE MARK NO. 3 IS ACROSS THE HIGHWAY FROM THE STATION, 34 FEET
 JA0395'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 37 AND 27
 JA0395'FEET EAST OF A 14-INCH APPLE TREE. IT IS A STANDARD DISK SET IN THE
 JA0395'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 JA0395'2 INCHES AND THE DISK IS STAMPED HUBBARD NO 3 1946 1966.
 JA0395'
 JA0395'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 JA0395'REFERENCE MARK NO. 3 IS 119.85 FEET - 36.530 METERS.
 JA0395'
 JA0395'THE AZIMUTH MARK IS ON TOP OF A HIGHWAY BANK AT CUT, 50 FEET NORTH OF
 JA0395'THE APPROXIMATE CENTER OF STATE ROUTE 37, 40 FEET WEST OF THE
 JA0395'WEST WALL OF AN OUTLYING STORM CELLAR, 12 FEET SOUTHWEST OF AN 8-INCH
 JA0395'CEDAR TREE, 12 FEET SOUTH OF AN 8-INCH CEDAR TREE, AND 2.4 FEET
 JA0395'NORTH OF A METAL WITNESS POST AND SIGN IN AN EAST-WEST FENCE. IT IS A
 JA0395'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JA0395'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED HUBBARD 1946.
 JA0395'
 JA0395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1.75 MILES
 JA0395'SOUTHEAST OF ENGLISH.
 JA0395
 JA0395                          STATION RECOVERY (1966)
 JA0395
 JA0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DD)
 JA0395'THE STATION MARK, STAMPED HUBBARD 1946, IS ABOUT 1.85 MILES SOUTH
 JA0395'ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT ENGLISH, IN
 JA0395'SECTION 30, T 2 S, R 1 E, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JA0395'HIGHWAY, 135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE IOLA
 JA0395'SHARON HOUSE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JA0395'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0395'INCHES.
 JA0395'
 JA0395'R.M. 1, STAMPED HUBBARD NO 1 1946, IS 93 FEET SOUTHWEST OF THE
 JA0395'STATION, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0395'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0395'CONCRETE POST PROJECTING 5 INCHES.
 JA0395'
 JA0395'R.M. 3, STAMPED HUBBARD 1946 NO 3, IS 76 FEET NORTHWEST OF THE
 JA0395'STATION, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0395'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0395'CONCRETE POST PROJECTING 1 INCH.
 JA0395'
 JA0395'THE AZIMUTH MARK, STAMPED HUBBARD 1946, IS ABOUT 1.45 MILES SOUTH
 JA0395'ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT ENGLISH, IN
 JA0395'SECTION 30, T 2 S, R 1 E, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 JA0395'HIGHWAY, 102 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ALBERT
 JA0395'WILLIAMS RESIDENCE, 45 FEET NORTH OF THE NORTHWEST CORNER OF A
 JA0395'CONCRETE WALL, 38 FEET NORTHWEST OF A FENCE CORNER, ABOUT 2 FEET
 JA0395'EAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 JA0395'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9
 JA0395'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0392 ***********************************************************************
 JA0392  DESIGNATION -  HUBBARD AZ MK
 JA0392  PID         -  JA0392
 JA0392  STATE/COUNTY-  IN/CRAWFORD
 JA0392  COUNTRY     -  US
 JA0392  USGS QUAD   -  ENGLISH (2019)
 JA0392
 JA0392                         *CURRENT SURVEY CONTROL
 JA0392  ______________________________________________________________________
 JA0392* NAD 83(1986) POSITION- 38 19 19.     (N) 086 26 54.     (W)   SCALED
 JA0392* NAVD 88 ORTHO HEIGHT -   250.401 (meters)      821.52  (feet) ADJUSTED
 JA0392  ______________________________________________________________________
 JA0392  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 JA0392  DYNAMIC HEIGHT  -        250.226 (meters)      820.95  (feet) COMP
 JA0392  MODELED GRAVITY -    979,926.2   (mgal)                       NAVD 88
 JA0392
 JA0392  VERT ORDER      -  FIRST     CLASS II
 JA0392
 JA0392.The horizontal coordinates were scaled from a map and have
 JA0392.an estimated accuracy of +/- 6 seconds.
 JA0392
 JA0392.The orthometric height was determined by differential leveling and
 JA0392.adjusted by the NATIONAL GEODETIC SURVEY
 JA0392.in June 1991.
 JA0392
 JA0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0392.GEOID18 height accuracy estimate available here.
 JA0392
 JA0392.Click photographs - Photos may exist for this station.
 JA0392
 JA0392.The dynamic height is computed by dividing the NAVD 88
 JA0392.geopotential number by the normal gravity value computed on the
 JA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0392.degrees latitude (g = 980.6199 gals.).
 JA0392
 JA0392.The modeled gravity was interpolated from observed gravity values.
 JA0392
 JA0392;                    North         East    Units  Estimated Accuracy
 JA0392;SPC IN W     -   341,420.      955,530.      MT  (+/- 180 meters Scaled)
 JA0392
 JA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482416(NAD 83)
 JA0392
 JA0392                          SUPERSEDED SURVEY CONTROL
 JA0392
 JA0392  NGVD 29 (??/??/92)  250.511  (m)          821.88   (f) ADJ UNCH    1 2
 JA0392
 JA0392.Superseded values are not recommended for survey control.
 JA0392
 JA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0392.See file dsdata.pdf to determine how the superseded data were derived.
 JA0392
 JA0392_MARKER: DZ = AZIMUTH MARK DISK
 JA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0392_STAMPING: HUBBARD 1946
 JA0392_MARK LOGO: CGS
 JA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0392+STABILITY: SURFACE MOTION
 JA0392
 JA0392  HISTORY     - Date     Condition        Report By
 JA0392  HISTORY     - 1946     MONUMENTED       CGS
 JA0392  HISTORY     - 1965     GOOD             CGS
 JA0392
 JA0392                          STATION DESCRIPTION
 JA0392
 JA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0392'1.4 MI S FROM ENGLISH.
 JA0392'1.45 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0392'ENGLISH, IN SECTION 30, T 2 S, R 1 E, 51 FEET NORTHEAST OF THE
 JA0392'CENTER LINE OF THE HIGHWAY, 102 FEET NORTHWEST OF THE NORTHWEST
 JA0392'CORNER OF THE ALBERT WILLIAMS RESIDENCE, 45 FEET NORTH OF THE
 JA0392'NORTHWEST CORNER OF A CONCRETE WALL, 38 FEET NORTHWEST OF A FENCE
 JA0392'CORNER, ABOUT 2 FEET EAST OF A METAL WITNESS POST, ABOUT 7 FEET
 JA0392'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0392'POST PROJECTING 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0396 ***********************************************************************
 JA0396  DESIGNATION -  HUBBARD RM 1
 JA0396  PID         -  JA0396
 JA0396  STATE/COUNTY-  IN/CRAWFORD
 JA0396  COUNTRY     -  US
 JA0396  USGS QUAD   -  ENGLISH (2019)
 JA0396
 JA0396                         *CURRENT SURVEY CONTROL
 JA0396  ______________________________________________________________________
 JA0396* NAD 83(1986) POSITION- 38 19 01.55   (N) 086 27 02.24   (W)   HD_HELD1
 JA0396* NAVD 88 ORTHO HEIGHT -   255.644 (meters)      838.73  (feet) ADJUSTED
 JA0396  ______________________________________________________________________
 JA0396  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 JA0396  DYNAMIC HEIGHT  -        255.466 (meters)      838.14  (feet) COMP
 JA0396  MODELED GRAVITY -    979,925.6   (mgal)                       NAVD 88
 JA0396
 JA0396  VERT ORDER      -  FIRST     CLASS II
 JA0396
 JA0396.The horizontal coordinates were determined by differentially corrected
 JA0396.hand held GPS observations or other comparable positioning techniques
 JA0396.and have an estimated accuracy of +/- 3 meters.
 JA0396
 JA0396.The orthometric height was determined by differential leveling and
 JA0396.adjusted by the NATIONAL GEODETIC SURVEY
 JA0396.in June 1991.
 JA0396
 JA0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0396.GEOID18 height accuracy estimate available here.
 JA0396
 JA0396.Click photographs - Photos may exist for this station.
 JA0396
 JA0396.The dynamic height is computed by dividing the NAVD 88
 JA0396.geopotential number by the normal gravity value computed on the
 JA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0396.degrees latitude (g = 980.6199 gals.).
 JA0396
 JA0396.The modeled gravity was interpolated from observed gravity values.
 JA0396
 JA0396;                    North         East    Units  Estimated Accuracy
 JA0396;SPC IN W     -   340,879.9     955,330.8     MT  (+/- 3 meters HH1 GPS) 
 JA0396
 JA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4802541141(NAD 83)
 JA0396
 JA0396                          SUPERSEDED SURVEY CONTROL
 JA0396
 JA0396  NGVD 29 (??/??/92)  255.753  (m)          839.08   (f) ADJ UNCH    1 2
 JA0396
 JA0396.Superseded values are not recommended for survey control.
 JA0396
 JA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0396.See file dsdata.pdf to determine how the superseded data were derived.
 JA0396
 JA0396_MARKER: DR = REFERENCE MARK DISK
 JA0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0396_STAMPING: HUBBARD NO 1 1946
 JA0396_MARK LOGO: CGS
 JA0396_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0396+STABILITY: SURFACE MOTION
 JA0396
 JA0396  HISTORY     - Date     Condition        Report By
 JA0396  HISTORY     - 1946     MONUMENTED       CGS
 JA0396  HISTORY     - 1965     GOOD             CGS
 JA0396
 JA0396                          STATION DESCRIPTION
 JA0396
 JA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0396'1.8 MI S FROM ENGLISH.
 JA0396'1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0396'ENGLISH, IN SECTION 30, T 2 S, R 1 E, 35 FEET SOUTHEAST OF THE
 JA0396'CENTER LINE OF THE HIGHWAY, 93 FEET SOUTHWEST OF THE STATION
 JA0396'MARK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 JA0396'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0394 ***********************************************************************
 JA0394  DESIGNATION -  HUBBARD RM 3
 JA0394  PID         -  JA0394
 JA0394  STATE/COUNTY-  IN/CRAWFORD
 JA0394  COUNTRY     -  US
 JA0394  USGS QUAD   -  ENGLISH (2019)
 JA0394
 JA0394                         *CURRENT SURVEY CONTROL
 JA0394  ______________________________________________________________________
 JA0394* NAD 83(1986) POSITION- 38 19 02.72   (N) 086 27 01.97   (W)   HD_HELD1
 JA0394* NAVD 88 ORTHO HEIGHT -   256.187 (meters)      840.51  (feet) ADJUSTED
 JA0394  ______________________________________________________________________
 JA0394  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 JA0394  DYNAMIC HEIGHT  -        256.008 (meters)      839.92  (feet) COMP
 JA0394  MODELED GRAVITY -    979,925.6   (mgal)                       NAVD 88
 JA0394
 JA0394  VERT ORDER      -  FIRST     CLASS II
 JA0394
 JA0394.The horizontal coordinates were determined by differentially corrected
 JA0394.hand held GPS observations or other comparable positioning techniques
 JA0394.and have an estimated accuracy of +/- 3 meters.
 JA0394
 JA0394.The orthometric height was determined by differential leveling and
 JA0394.adjusted by the NATIONAL GEODETIC SURVEY
 JA0394.in June 1991.
 JA0394
 JA0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0394.GEOID18 height accuracy estimate available here.
 JA0394
 JA0394.Click photographs - Photos may exist for this station.
 JA0394
 JA0394.The dynamic height is computed by dividing the NAVD 88
 JA0394.geopotential number by the normal gravity value computed on the
 JA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0394.degrees latitude (g = 980.6199 gals.).
 JA0394
 JA0394.The modeled gravity was interpolated from observed gravity values.
 JA0394
 JA0394;                    North         East    Units  Estimated Accuracy
 JA0394;SPC IN W     -   340,916.0     955,337.2     MT  (+/- 3 meters HH1 GPS) 
 JA0394
 JA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4803141177(NAD 83)
 JA0394
 JA0394                          SUPERSEDED SURVEY CONTROL
 JA0394
 JA0394  NGVD 29 (??/??/92)  256.296  (m)          840.86   (f) ADJ UNCH    1 2
 JA0394
 JA0394.Superseded values are not recommended for survey control.
 JA0394
 JA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0394.See file dsdata.pdf to determine how the superseded data were derived.
 JA0394
 JA0394_MARKER: DR = REFERENCE MARK DISK
 JA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0394_STAMPING: HUBBARD NO 3 1946 1966
 JA0394_MARK LOGO: CGS
 JA0394_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0394+STABILITY: SURFACE MOTION
 JA0394
 JA0394  HISTORY     - Date     Condition        Report By
 JA0394  HISTORY     - 1966     MONUMENTED       CGS
 JA0394
 JA0394                          STATION DESCRIPTION
 JA0394
 JA0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0394'1.85 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0394'ENGLISH, IN SECTION 30, T2S, R1E, 76 FEET NORTHWEST OF THE
 JA0394'STATION MARK, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0394'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 JA0394'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1484 ***********************************************************************
 MD1484  DESIGNATION -  HUDSON
 MD1484  PID         -  MD1484
 MD1484  STATE/COUNTY-  IN/STEUBEN
 MD1484  COUNTRY     -  US
 MD1484  USGS QUAD   -  ASHLEY (2019)
 MD1484
 MD1484                         *CURRENT SURVEY CONTROL
 MD1484  ______________________________________________________________________
 MD1484* NAD 83(1997) POSITION- 41 34 14.48548(N) 085 06 09.77550(W)   ADJUSTED
 MD1484* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 MD1484  ______________________________________________________________________
 MD1484  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 MD1484  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 MD1484  HORZ ORDER      -  SECOND
 MD1484
 MD1484.The horizontal coordinates were established by classical geodetic methods
 MD1484.and adjusted by the National Geodetic Survey in May 1999.
 MD1484
 MD1484.The orthometric height was scaled from a topographic map.
 MD1484
 MD1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1484.GEOID18 height accuracy estimate available here.
 MD1484
 MD1484.Click photographs - Photos may exist for this station.
 MD1484
 MD1484.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1484
 MD1484. The following values were computed from the NAD 83(1997) position.
 MD1484
 MD1484;                    North         East     Units Scale Factor Converg.
 MD1484;SPC IN E     -   702,090.233   147,035.052   MT  0.99999388   +0 22 27.2
 MD1484;SPC IN E     - 2,303,441.04    482,397.50   sFT  0.99999388   +0 22 27.2
 MD1484;UTM  16      - 4,603,850.446   658,183.815   MT  0.99990793   +1 15 33.1
 MD1484
 MD1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1484!SPC IN E     -   0.99995378  x   0.99999388  =   0.99994766
 MD1484!UTM  16      -   0.99995378  x   0.99990793  =   0.99986171
 MD1484
 MD1484:                Primary Azimuth Mark                     Grid Az
 MD1484:SPC IN E     -  HUDSON AZ MK                             165 57 39.3
 MD1484:UTM  16      -  HUDSON AZ MK                             165 04 33.4
 MD1484
 MD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5818303850(NAD 83)
 MD1484
 MD1484|---------------------------------------------------------------------|
 MD1484| PID    Reference Object                     Distance      Geod. Az  |
 MD1484|                                                           dddmmss.s |
 MD1484| CC9373 HUDSON RM 1                          31.855 METERS 03350     |
 MD1484| CF2992 HUDSON AZ MK                                       1662006.5 |
 MD1484| CC9374 HUDSON RM 2                          32.431 METERS 34820     |
 MD1484|---------------------------------------------------------------------|
 MD1484
 MD1484                          SUPERSEDED SURVEY CONTROL
 MD1484
 MD1484  NAD 83(1995)-  41 34 14.48567(N)    085 06 09.77756(W) AD(       ) 2
 MD1484  NAD 83(1994)-  41 34 14.48634(N)    085 06 09.78636(W) AD(       ) 2
 MD1484  NAD 83(1986)-  41 34 14.48613(N)    085 06 09.78842(W) AD(       ) 2
 MD1484  NAD 27      -  41 34 14.30390(N)    085 06 09.89890(W) AD(       ) 2
 MD1484
 MD1484.Superseded values are not recommended for survey control.
 MD1484
 MD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1484.See file dsdata.pdf to determine how the superseded data were derived.
 MD1484
 MD1484_MARKER: DS = TRIANGULATION STATION DISK
 MD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1484_STAMPING: HUDSON 1946
 MD1484_MARK LOGO: CGS
 MD1484_PROJECTION: FLUSH
 MD1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1484+STABILITY: SURFACE MOTION
 MD1484
 MD1484  HISTORY     - Date     Condition        Report By
 MD1484  HISTORY     - 1946     MONUMENTED       CGS
 MD1484  HISTORY     - 1960     GOOD             CGS
 MD1484
 MD1484                          STATION DESCRIPTION
 MD1484
 MD1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1484'THE STATION IS LOCATED ALONG THE WEST SIDE OF A COUNTY PAVED HIGHWAY,
 MD1484'ABOUT 2-3/4 MILES NORTHWEST FROM HUDSON AND 4-3/4 MILES WEST FROM
 MD1484'PLEASANT LAKE.  IT IS 70 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 MD1484'COUNTY PAVED HIGHWAY, 68 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE
 MD1484'HOUSE, 58 FEET NORTHEAST OF THE CORNER OF A CONCRETE EMBANKMENT, AND
 MD1484'57 FEET NORTH OF POWER POLE NO. 2733.  THE MARK IS FLUSH WITH THE
 MD1484'GROUND AND THE DISK IS STAMPED HUDSON 1946.
 MD1484'
 MD1484'REFERENCE MARK NO. 1 IS 104.51 FEET NORTHEAST OF THE STATION AND 50
 MD1484'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE.  THE MARK IS
 MD1484'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HUDSON NO 1 1946.
 MD1484'
 MD1484'REFERENCE MARK NO. 2 IS 106.40 FEET NORTHWEST OF THE STATION AND 2
 MD1484'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE.  THE MARK
 MD1484'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HUDSON NO 2 1946.
 MD1484'
 MD1484'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF THE STATION,
 MD1484'29 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 2 FEET
 MD1484'NORTHEAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF POWER LINE POLE NO.
 MD1484'41 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 MD1484'ABOUT 10 INCHES AND THE DISK IS STAMPED HUDSON 1946.
 MD1484'
 MD1484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 27 AND
 MD1484'INDIANA HIGHWAY NO. 727 ON THE EAST SIDE OF PLEASANT LAKE, GO WEST ON
 MD1484'INDIANA HIGHWAY NO. 727 FOR 3.0 MILES TO WHERE THE HIGHWAY TURNS
 MD1484'SOUTH.  KEEP STRAIGHT AHEAD ON COUNTY PAVED ROAD FOR 1.9 MILES TO TOP
 MD1484'OF HILL AND STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 MD1484'MARK FROM THE STATION, GO EAST ON COUNTY PAVED ROAD FOR 0.1 MILE TO
 MD1484'CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO A DEEP CUT AND
 MD1484'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1484'
 MD1484'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1484
 MD1484                          STATION RECOVERY (1960)
 MD1484
 MD1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1484'ABOUT 3.3 MILES W ALONG NO. 727 INDIANA HIGHWAY FROM ITS JUNCTION WITH
 MD1484'NO. 27 U. S.  HWY. ON THE E EDGE OF TOWN OF PLEASANT LAKE TO
 MD1484'CROSSROADS, THENCE W ON PAVED COUNTY ROAD (NO. 727 TURN TO S) FOR 1.9
 MD1484'MILES TO TOP OF HILL AND STATION ON RIGHT, 77 FEET N OF CENTER LINE OF
 MD1484'18-FOOT ASPHALT PAVEMENT, 6-1/2 FEET HIGHER THAN SAME, 55.7 FEET N OF
 MD1484'S FACE OF ROCK RETAINING WALL, 19 FEET E OF FACE OF ROCK WALL ON E
 MD1484'SIDE OF DRIVEWAY, ON APPARENTLY HIGHEST POINT IN VICINITY, 68 FEET W
 MD1484'OF SW CORNER OF HOUSE, STANDARD DISKS STAMPED HUDSON 1946 ARE SET IN
 MD1484'1A AND 7A MARKS, WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1484'
 MD1484'REFERENCE STAMPED HUDSON NO 1 1946, NOTE 11A, FLUSH, IS 104.46 FEET
 MD1484'(31.839 METERS) NE IN AZIMUTH 213 DEG 50 MIN FROM STATION, 50 FEET NW
 MD1484'OF NE CORNER OF SMALL CONCRETE PORCH ON N SIDE OF FRAME HOUSE, AND 9
 MD1484'FEET W OF PROJECTED PLANE OF W WALL OF SAME.
 MD1484'
 MD1484'REFERENCE STAMPED HUDSON NO 2 1946, NOTE 11A, IS 106.30 FEET (32.400
 MD1484'METERS) N IN AZIMUTH 168 DEG 20 MIN FROM STATION, SLIGHTLY
 MD1484'UNDERGROUND, AND 3 FEET SE OF SW CORNER OF A CHICKEN HOUSE.
 MD1484'
 MD1484'AZIMUTH STAMPED HUDSON 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT 0.5
 MD1484'MILE SSE OF THE STATION, ABOUT 10 YARDS S OF CREST OF RIDGE, 34 FEET W
 MD1484'OF CENTER LINE OF 20-FOOT ASPHALT ROAD, AN ESTIMATED 15 FEET HIGHER
 MD1484'THAN SAME, ON PROJECTED CENTER LINE OF DRIVEWAY ON E SIDE OF ROAD, 3.5
 MD1484'FEET N OF POWER POLE, ONE FOOT W OF FENCE, AND 1.5 FEET S OF STEEL
 MD1484'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8286 ***********************************************************************
 AJ8286  PACS        -  This is a Primary Airport Control Station.
 AJ8286  DESIGNATION -  HUF A
 AJ8286  PID         -  AJ8286
 AJ8286  STATE/COUNTY-  IN/VIGO
 AJ8286  COUNTRY     -  US
 AJ8286  USGS QUAD   -  SEELYVILLE (2019)
 AJ8286
 AJ8286                         *CURRENT SURVEY CONTROL
 AJ8286  ______________________________________________________________________
 AJ8286* NAD 83(2011) POSITION- 39 27 02.90362(N) 087 18 08.61789(W)   ADJUSTED
 AJ8286* NAD 83(2011) ELLIP HT-   143.065 (meters)        (06/27/12)   ADJUSTED
 AJ8286* NAD 83(2011) EPOCH   -  2010.00
 AJ8286* NAVD 88 ORTHO HEIGHT -   175.89  (meters)      577.1   (feet) GPS OBS
 AJ8286  ______________________________________________________________________
 AJ8286  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8286  GEOID HEIGHT    -        -32.782 (meters)                     GEOID99
 AJ8286  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 AJ8286  NAD 83(2011) X  -    232,113.232 (meters)                     COMP
 AJ8286  NAD 83(2011) Y  - -4,926,323.410 (meters)                     COMP
 AJ8286  NAD 83(2011) Z  -  4,031,178.567 (meters)                     COMP
 AJ8286  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 AJ8286
 AJ8286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8286  Standards:
 AJ8286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8286  -------------------------------------------------------------------
 AJ8286  NETWORK    0.67   1.55           0.32   0.19   0.79      0.15661588
 AJ8286  -------------------------------------------------------------------
 AJ8286  Click here for local accuracies and other accuracy information.
 AJ8286
 AJ8286.This mark is at Hulman Regional Airport (HUF)
 AJ8286
 AJ8286.The horizontal coordinates were established by GPS observations
 AJ8286.and adjusted by the National Geodetic Survey in June 2012.
 AJ8286
 AJ8286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8286.been affixed to the stable North American tectonic plate. See 
 AJ8286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8286
 AJ8286.The horizontal coordinates are valid at the epoch date displayed above
 AJ8286.which is a decimal equivalence of Year/Month/Day.
 AJ8286
 AJ8286.The orthometric height was determined by GPS observations and a
 AJ8286.high-resolution geoid model.
 AJ8286
 AJ8286.GPS derived orthometric heights for airport stations designated as
 AJ8286.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8286.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8286.not indicate centimeter accuracy relative to other marks which are
 AJ8286.part of the published vertical control network.
 AJ8286
 AJ8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8286.GEOID18 height accuracy estimate available here.
 AJ8286
 AJ8286.Click photographs - Photos may exist for this station.
 AJ8286
 AJ8286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8286
 AJ8286.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8286
 AJ8286.The ellipsoidal height was determined by GPS observations
 AJ8286.and is referenced to NAD 83.
 AJ8286
 AJ8286. The following values were computed from the NAD 83(2011) position.
 AJ8286
 AJ8286;                    North         East     Units Scale Factor Converg.
 AJ8286;SPC IN W     -   466,565.975   881,145.199   MT  0.99997104   -0 08 21.1
 AJ8286;SPC IN W     - 1,530,725.20  2,890,890.54   sFT  0.99997104   -0 08 21.1
 AJ8286;UTM  16      - 4,366,848.639   473,982.132   MT  0.99960833   -0 11 31.7
 AJ8286
 AJ8286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8286!SPC IN W     -   0.99997756  x   0.99997104  =   0.99994860
 AJ8286!UTM  16      -   0.99997756  x   0.99960833  =   0.99958589
 AJ8286
 AJ8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7398266848(NAD 83)
 AJ8286
 AJ8286                          SUPERSEDED SURVEY CONTROL
 AJ8286
 AJ8286  NAD 83(2007)-  39 27 02.90370(N)    087 18 08.61899(W) AD(2002.00) 0
 AJ8286  ELLIP H (02/10/07)  143.089  (m)                       GP(2002.00)    
 AJ8286  NAD 83(1997)-  39 27 02.90374(N)    087 18 08.61890(W) AD(       ) B
 AJ8286  ELLIP H (11/27/02)  143.102  (m)                       GP(       ) 4 1
 AJ8286  NAD 83(1997)-  39 27 02.90368(N)    087 18 08.61896(W) AD(       ) B
 AJ8286  ELLIP H (03/18/02)  143.108  (m)                       GP(       ) 4 1
 AJ8286
 AJ8286.Superseded values are not recommended for survey control.
 AJ8286
 AJ8286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8286.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8286
 AJ8286_MARKER: I = METAL ROD
 AJ8286_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8286_STAMPING: HUF A 2001
 AJ8286_MARK LOGO: NGS
 AJ8286_PROJECTION: FLUSH
 AJ8286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8286+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8286_ROD/PIPE-DEPTH: 4.8 meters
 AJ8286_SLEEVE-DEPTH  : 1 meters
 AJ8286
 AJ8286  HISTORY     - Date     Condition        Report By
 AJ8286  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8286
 AJ8286                          STATION DESCRIPTION
 AJ8286
 AJ8286'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8286'THE STATION IS LOCATED APPROXIMATELY 4.2 MI SOUTHEAST OF TERRE
 AJ8286'HAUTE, 1.2 MI SOUTHWEST OF SWALLS, AND IS AT THE TERRE HAUTE
 AJ8286'INTERNATIONAL  AIRPORT. OWNERSHIP--  TERRE HAUTE INTERNATIONAL
 AJ8286'AIRPORT, AIRPORT MANAGER CHARLES GOODWIN, OPERATIONS MANAGER
 AJ8286'BRENT SAUCERMAN. THIS STATION IS IN THE AIRPORT RESTRICTED AREA
 AJ8286'AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL.
 AJ8286'
 AJ8286'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 (EXIT 11)
 AJ8286'AND US ROUTE 46, PROCEED NORTH 2.0 MI TO THE JUNCTION OF STATE
 AJ8286'ROUTE 46 AND STATE ROUTE 42. TURN RIGHT AND PROCEED EAST 1.35 MI
 AJ8286'ALONG STATE ROUTE 42 TO THE AIRPORT ACCESS ROAD ON THE RIGHT.
 AJ8286'TURN RIGHT AND PROCEED SOUTH AND EAST 0.18 MI ALONG THE ACCESS
 AJ8286'ROAD TO THE TERMINAL AND A GATE ON THE EAST SIDE OF THE TERMINAL.
 AJ8286'TURN RIGHT AND PROCEED SOUTHEAST 0.18 MI ACROSS THE TERMINAL
 AJ8286'APRON AND TAXIWAY A1 TO THE JUNCTION OF TAXIWAY A. TURN RIGHT AND
 AJ8286'PROCEED SOUTHWEST 0.2 MI ALONG TAXIWAY A, CROSSING RUNWAY 14-32,
 AJ8286'TO THE STATION ON THE LEFT, NEAR THE NORTH CORNER OF THE OLD
 AJ8286'AMMO STORAGE AREA.
 AJ8286'
 AJ8286'THE STATION IS LOCATED 124.31 M ON AN AZIMUTH OF 138 DEGREES FROM
 AJ8286'THE EDGE OF TAXIWAY A, 17.87 M ON AN AZIMUTH OF 47 DEGREES FROM
 AJ8286'THE NORTH FENCE POST CORNER OF THE OLD AMMO STORAGE AREA, THE
 AJ8286'STATION IS SET ONLINE WITH THE NORTHEAST FACE OF THE FENCE, AND IS
 AJ8286'1.00 M ON AN AZIMUTH OF 25 DEGREES FROM A CARSONITE POST. THE
 AJ8286'STATION IS A PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD
 AJ8286'DRIVEN TO A REFUSAL DEPTH OF 4.8 M, ENCASED IN A 1 M FINNED SLEEVE
 AJ8286'FILLED WITH NON-TOXIC GREASE, RECESSED 5 CM BENEATH THE LID OF A
 AJ8286'STANDARD NGS LOGO CAP STAMPED-- HUF A 2001-- ENCASED IN A 0.12 M
 AJ8286'DIAMETER PVC PIPE SURROUNDED BY A 0.3 M DIAMETER CONCRETE COLLAR
 AJ8286'WHICH IS FLUSH WITH THE GROUND. THIS STATION DOES NOT MEET THE
 AJ8286'STABILITY REQUIREMENTS FOR A CLASS A MARK. THIS STATION IS
 AJ8286'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8287 ***********************************************************************
 AJ8287  SACS        -  This is a Secondary Airport Control Station.
 AJ8287  DESIGNATION -  HUF B
 AJ8287  PID         -  AJ8287
 AJ8287  STATE/COUNTY-  IN/VIGO
 AJ8287  COUNTRY     -  US
 AJ8287  USGS QUAD   -  SEELYVILLE (2019)
 AJ8287
 AJ8287                         *CURRENT SURVEY CONTROL
 AJ8287  ______________________________________________________________________
 AJ8287* NAD 83(2011) POSITION- 39 27 35.39409(N) 087 18 48.86403(W)   ADJUSTED
 AJ8287* NAD 83(2011) ELLIP HT-   137.952 (meters)        (06/27/12)   ADJUSTED
 AJ8287* NAD 83(2011) EPOCH   -  2010.00
 AJ8287* NAVD 88 ORTHO HEIGHT -   170.78  (meters)      560.3   (feet) GPS OBS
 AJ8287  ______________________________________________________________________
 AJ8287  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8287  GEOID HEIGHT    -        -32.782 (meters)                     GEOID99
 AJ8287  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 AJ8287  NAD 83(2011) X  -    231,121.979 (meters)                     COMP
 AJ8287  NAD 83(2011) Y  - -4,925,728.596 (meters)                     COMP
 AJ8287  NAD 83(2011) Z  -  4,031,949.006 (meters)                     COMP
 AJ8287  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 AJ8287
 AJ8287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8287  Standards:
 AJ8287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8287  -------------------------------------------------------------------
 AJ8287  NETWORK    0.80   1.61           0.37   0.26   0.82      0.17928508
 AJ8287  -------------------------------------------------------------------
 AJ8287  Click here for local accuracies and other accuracy information.
 AJ8287
 AJ8287.This mark is at Hulman Regional Airport (HUF)
 AJ8287
 AJ8287.The horizontal coordinates were established by GPS observations
 AJ8287.and adjusted by the National Geodetic Survey in June 2012.
 AJ8287
 AJ8287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8287.been affixed to the stable North American tectonic plate. See 
 AJ8287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8287
 AJ8287.The horizontal coordinates are valid at the epoch date displayed above
 AJ8287.which is a decimal equivalence of Year/Month/Day.
 AJ8287
 AJ8287.The orthometric height was determined by GPS observations and a
 AJ8287.high-resolution geoid model.
 AJ8287
 AJ8287.GPS derived orthometric heights for airport stations designated as
 AJ8287.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8287.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8287.not indicate centimeter accuracy relative to other marks which are
 AJ8287.part of the published vertical control network.
 AJ8287
 AJ8287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8287.GEOID18 height accuracy estimate available here.
 AJ8287
 AJ8287.Click photographs - Photos may exist for this station.
 AJ8287
 AJ8287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8287
 AJ8287.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8287
 AJ8287.The ellipsoidal height was determined by GPS observations
 AJ8287.and is referenced to NAD 83.
 AJ8287
 AJ8287. The following values were computed from the NAD 83(2011) position.
 AJ8287
 AJ8287;                    North         East     Units Scale Factor Converg.
 AJ8287;SPC IN W     -   467,570.348   880,185.526   MT  0.99997150   -0 08 46.8
 AJ8287;SPC IN W     - 1,534,020.38  2,887,742.01   sFT  0.99997150   -0 08 46.8
 AJ8287;UTM  16      - 4,367,853.534   473,023.735   MT  0.99960896   -0 11 57.4
 AJ8287
 AJ8287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8287!SPC IN W     -   0.99997836  x   0.99997150  =   0.99994986
 AJ8287!UTM  16      -   0.99997836  x   0.99960896  =   0.99958733
 AJ8287
 AJ8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7302367853(NAD 83)
 AJ8287
 AJ8287                          SUPERSEDED SURVEY CONTROL
 AJ8287
 AJ8287  NAD 83(2007)-  39 27 35.39417(N)    087 18 48.86513(W) AD(2002.00) 0
 AJ8287  ELLIP H (02/10/07)  137.977  (m)                       GP(2002.00)    
 AJ8287  NAD 83(1997)-  39 27 35.39422(N)    087 18 48.86505(W) AD(       ) 1
 AJ8287  ELLIP H (11/27/02)  137.989  (m)                       GP(       ) 4 1
 AJ8287  NAD 83(1997)-  39 27 35.39416(N)    087 18 48.86510(W) AD(       ) 1
 AJ8287  ELLIP H (03/18/02)  137.995  (m)                       GP(       ) 4 1
 AJ8287
 AJ8287.Superseded values are not recommended for survey control.
 AJ8287
 AJ8287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8287.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8287
 AJ8287_MARKER: DD = SURVEY DISK
 AJ8287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8287_STAMPING: HUF B 2001
 AJ8287_MARK LOGO: NGS
 AJ8287_PROJECTION: FLUSH
 AJ8287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8287+STABILITY: SURFACE MOTION
 AJ8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8287+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8287
 AJ8287  HISTORY     - Date     Condition        Report By
 AJ8287  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8287
 AJ8287                          STATION DESCRIPTION
 AJ8287
 AJ8287'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8287'THE STATION IS LOCATED APPROXIMATELY 4.2 MI SOUTHEAST OF TERRE
 AJ8287'HAUTE, 1.2 MI SOUTHWEST OF SWALLS, AND IS AT THE TERRE HAUTE
 AJ8287'INTERNATIONAL  AIRPORT. OWNERSHIP--  TERRE HAUTE INTERNATIONAL
 AJ8287'AIRPORT, AIRPORT MANAGER CHARLES GOODWIN, OPERATIONS MANAGER
 AJ8287'BRENT SAUCERMAN. THIS STATION IS IN THE AIRPORT RESTRICTED AREA
 AJ8287'AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL.
 AJ8287'
 AJ8287'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 (EXIT 11)
 AJ8287'AND US ROUTE 46, PROCEED NORTH 2.0 MI TO THE JUNCTION OF STATE
 AJ8287'ROUTE 46 AND STATE ROUTE 42. TURN RIGHT AND PROCEED EAST 1.2 MI
 AJ8287'ALONG STATE ROUTE 42 TO THE JUNCTION OF  HUNT STREET ON THE
 AJ8287'RIGHT. TURN RIGHT AND PROCEED SOUTH 0.12 MI TO A GATE ON THE LEFT
 AJ8287'AND THE STATION IN THE AIRFIELD RESTRICTED AREA, NEAR A LIFT STATION.
 AJ8287'
 AJ8287'THE STATION IS LOCATED 55.17 M ON AN AZIMUTH OF 89 DEGREES FROM
 AJ8287'THE FENCE LINE, 53.41 M ON AN AZIMUTH OF 62 DEGREES FROM THE
 AJ8287'CENTER OF A CONCRETE PAD FOR THE LIFT STATION, AND 1.1 M ON AN
 AJ8287'AZIMUTH OF 242 DEGREES FROM A CARSONITE POST. THE STATION IS A
 AJ8287'STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- HUF B 2001-- SET IN
 AJ8287'THE TOP OF A 0.3 M ROUND DIAMETER CONCRETE MONUMENT 1.3 M IN
 AJ8287'DEPTH WITH AN IMBEDDED IRON ROD, RECESSED 5 CM BELOW THE
 AJ8287'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8287'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8288 ***********************************************************************
 AJ8288  SACS        -  This is a Secondary Airport Control Station.
 AJ8288  DESIGNATION -  HUF C
 AJ8288  PID         -  AJ8288
 AJ8288  STATE/COUNTY-  IN/VIGO
 AJ8288  COUNTRY     -  US
 AJ8288  USGS QUAD   -  SEELYVILLE (2019)
 AJ8288
 AJ8288                         *CURRENT SURVEY CONTROL
 AJ8288  ______________________________________________________________________
 AJ8288* NAD 83(2011) POSITION- 39 26 52.49483(N) 087 19 07.50513(W)   ADJUSTED
 AJ8288* NAD 83(2011) ELLIP HT-   140.714 (meters)        (06/27/12)   ADJUSTED
 AJ8288* NAD 83(2011) EPOCH   -  2010.00
 AJ8288* NAVD 88 ORTHO HEIGHT -   173.52  (meters)      569.3   (feet) GPS OBS
 AJ8288  ______________________________________________________________________
 AJ8288  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8288  GEOID HEIGHT    -        -32.762 (meters)                     GEOID99
 AJ8288  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 AJ8288  NAD 83(2011) X  -    230,716.246 (meters)                     COMP
 AJ8288  NAD 83(2011) Y  - -4,926,591.411 (meters)                     COMP
 AJ8288  NAD 83(2011) Z  -  4,030,929.191 (meters)                     COMP
 AJ8288  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 AJ8288
 AJ8288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8288  Standards:
 AJ8288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8288  -------------------------------------------------------------------
 AJ8288  NETWORK    0.80   1.61           0.37   0.26   0.82      0.17970081
 AJ8288  -------------------------------------------------------------------
 AJ8288  Click here for local accuracies and other accuracy information.
 AJ8288
 AJ8288.This mark is at Hulman Regional Airport (HUF)
 AJ8288
 AJ8288.The horizontal coordinates were established by GPS observations
 AJ8288.and adjusted by the National Geodetic Survey in June 2012.
 AJ8288
 AJ8288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8288.been affixed to the stable North American tectonic plate. See 
 AJ8288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8288
 AJ8288.The horizontal coordinates are valid at the epoch date displayed above
 AJ8288.which is a decimal equivalence of Year/Month/Day.
 AJ8288
 AJ8288.The orthometric height was determined by GPS observations and a
 AJ8288.high-resolution geoid model.
 AJ8288
 AJ8288.GPS derived orthometric heights for airport stations designated as
 AJ8288.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8288.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8288.not indicate centimeter accuracy relative to other marks which are
 AJ8288.part of the published vertical control network.
 AJ8288
 AJ8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8288.GEOID18 height accuracy estimate available here.
 AJ8288
 AJ8288.Click photographs - Photos may exist for this station.
 AJ8288
 AJ8288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8288
 AJ8288.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8288
 AJ8288.The ellipsoidal height was determined by GPS observations
 AJ8288.and is referenced to NAD 83.
 AJ8288
 AJ8288. The following values were computed from the NAD 83(2011) position.
 AJ8288
 AJ8288;                    North         East     Units Scale Factor Converg.
 AJ8288;SPC IN W     -   466,248.526   879,736.444   MT  0.99997172   -0 08 58.5
 AJ8288;SPC IN W     - 1,529,683.71  2,886,268.65   sFT  0.99997172   -0 08 58.5
 AJ8288;UTM  16      - 4,366,532.607   472,573.596   MT  0.99960926   -0 12 09.1
 AJ8288
 AJ8288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8288!SPC IN W     -   0.99997792  x   0.99997172  =   0.99994964
 AJ8288!UTM  16      -   0.99997792  x   0.99960926  =   0.99958719
 AJ8288
 AJ8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7257366532(NAD 83)
 AJ8288
 AJ8288                          SUPERSEDED SURVEY CONTROL
 AJ8288
 AJ8288  NAD 83(2007)-  39 26 52.49491(N)    087 19 07.50623(W) AD(2002.00) 0
 AJ8288  ELLIP H (02/10/07)  140.738  (m)                       GP(2002.00)    
 AJ8288  NAD 83(1997)-  39 26 52.49495(N)    087 19 07.50614(W) AD(       ) 1
 AJ8288  ELLIP H (11/27/02)  140.750  (m)                       GP(       ) 4 1
 AJ8288  NAD 83(1997)-  39 26 52.49489(N)    087 19 07.50620(W) AD(       ) 1
 AJ8288  ELLIP H (03/18/02)  140.757  (m)                       GP(       ) 4 1
 AJ8288
 AJ8288.Superseded values are not recommended for survey control.
 AJ8288
 AJ8288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8288.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8288
 AJ8288_MARKER: DD = SURVEY DISK
 AJ8288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8288_STAMPING: HUF C 2001
 AJ8288_MARK LOGO: NGS
 AJ8288_PROJECTION: FLUSH
 AJ8288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8288+STABILITY: SURFACE MOTION
 AJ8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8288+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 AJ8288
 AJ8288  HISTORY     - Date     Condition        Report By
 AJ8288  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8288  HISTORY     - 20090428 GOOD             INDIV
 AJ8288  HISTORY     - 20110111 GOOD             FARNGP
 AJ8288
 AJ8288                          STATION DESCRIPTION
 AJ8288
 AJ8288'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8288'THE STATION IS LOCATED APPROXIMATELY 4.2 MI SOUTHEAST OF TERRE
 AJ8288'HAUTE, 1.2 MI SOUTHWEST OF SWALLS, AND IS AT THE TERRE HAUTE
 AJ8288'INTERNATIONAL  AIRPORT. OWNERSHIP--  TERRE HAUTE INTERNATIONAL
 AJ8288'AIRPORT, AIRPORT MANAGER CHARLES GOODWIN, OPERATIONS MANAGER
 AJ8288'BRENT SAUCERMAN. THIS STATION IS IN THE AIRPORT RESTRICTED AREA
 AJ8288'AND IS NOT INTENDED FOR USE BY NON-AIRPORT PERSONNEL.
 AJ8288'
 AJ8288'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 (EXIT 11)
 AJ8288'AND US ROUTE 46, PROCEED NORTH 2.0 MI TO THE JUNCTION OF STATE
 AJ8288'ROUTE 46 AND STATE ROUTE 42. TURN RIGHT AND PROCEED EAST 1.2 MI
 AJ8288'ALONG STATE ROUTE 42 TO THE JUNCTION OF  HUNT STREET ON THE
 AJ8288'RIGHT. TURN RIGHT AND PROCEED SOUTH 0.5 MI TO A GATE ON THE LEFT
 AJ8288'ACROSS THE STREET FROM HOUSE NUMBER 6434 AND THE STATION IN THE
 AJ8288'AIRFIELD RESTRICTED AREA.
 AJ8288'
 AJ8288'THE STATION IS LOCATED 34.05 M ON AN AZIMUTH OF 182 DEGREES FROM
 AJ8288'THE CENTERLINE OF HUNT STREET, 31.48 M ON AN AZIMUTH OF 53 DEGREES
 AJ8288'FROM A 1 FT DIAMETER TREE, 19.45 M ON AN AZIMUTH OF 96 DEGREES FROM
 AJ8288'THE NORTH-SOUTH FACE OF THE FENCE, AND 35.46 M ON AN AZIMUTH OF 150
 AJ8288'DEGREES FROM THE NORTHWEST OR INTERIOR FENCE CORNER. THE
 AJ8288'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- HUF C
 AJ8288'2001-- SET IN THE TOP OF A 0.3 M ROUND DIAMETER CONCRETE MONUMENT
 AJ8288'1.3 M IN DEPTH WITH AN IMBEDDED IRON ROD, RECESSED 5 CM BELOW THE
 AJ8288'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8288'CONTROL STATION.
 AJ8288
 AJ8288                          STATION RECOVERY (2009)
 AJ8288
 AJ8288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AJ8288'THE STATION IS NOT IN A RESTRICTED AREA, IT IS OUTSIDE THE AIRPORT
 AJ8288'FENCE.
 AJ8288
 AJ8288                          STATION RECOVERY (2011)
 AJ8288
 AJ8288'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 AJ8288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0977 ***********************************************************************
 LA0977  DESIGNATION -  HUN F 18
 LA0977  PID         -  LA0977
 LA0977  STATE/COUNTY-  IN/HUNTINGTON
 LA0977  COUNTRY     -  US
 LA0977  USGS QUAD   -  WARREN (2019)
 LA0977
 LA0977                         *CURRENT SURVEY CONTROL
 LA0977  ______________________________________________________________________
 LA0977* NAD 83(1986) POSITION- 40 44 32.     (N) 085 24 43.     (W)   SCALED
 LA0977* NAVD 88 ORTHO HEIGHT -   268.31  (meters)      880.3   (feet) RESET
 LA0977  ______________________________________________________________________
 LA0977  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 LA0977  VERT ORDER      -  THIRD
 LA0977
 LA0977.The horizontal coordinates were scaled from a map and have
 LA0977.an estimated accuracy of +/- 6 seconds.
 LA0977
 LA0977.The orthometric height was computed from unverified reset data.
 LA0977
 LA0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0977.GEOID18 height accuracy estimate available here.
 LA0977
 LA0977.Click photographs - Photos may exist for this station.
 LA0977
 LA0977;                    North         East    Units  Estimated Accuracy
 LA0977;SPC IN E     -   609,960.      121,510.      MT  (+/- 180 meters Scaled)
 LA0977
 LA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL340113(NAD 83)
 LA0977
 LA0977                          SUPERSEDED SURVEY CONTROL
 LA0977
 LA0977  NGVD 29 (??/??/??)  268.44   (m)          880.7    (f) RESET       3  
 LA0977
 LA0977.Superseded values are not recommended for survey control.
 LA0977
 LA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0977.See file dsdata.pdf to determine how the superseded data were derived.
 LA0977
 LA0977_MARKER: DD = SURVEY DISK
 LA0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0977_SP_SET: BRIDGE
 LA0977_STAMPING: HUN F 18
 LA0977_MARK LOGO: INHD
 LA0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0977
 LA0977  HISTORY     - Date     Condition        Report By
 LA0977  HISTORY     - UNK      MONUMENTED       INHD
 LA0977  HISTORY     - 1964     GOOD             CGS
 LA0977
 LA0977                          STATION DESCRIPTION
 LA0977
 LA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LA0977'1 MI W FROM PLUM TREE.
 LA0977'ABOUT 1.0 MILES W ALONG NO. 124 INDIANA HWY. FROM THE CROSSROADS
 LA0977'AT PLUMTREE, AT THE NW CORNER OF THE APPROXIMATELY 80-YARD BRIDGE
 LA0977'OVER NO. 69 INTERSTATE HIGHWAY, 0.2 FOOT E OF THE W END OF THE
 LA0977'CONCRETE CURB ON N SIDE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2184 ***********************************************************************
 LA2184  DESIGNATION -  HUNT
 LA2184  PID         -  LA2184
 LA2184  STATE/COUNTY-  IN/WABASH
 LA2184  COUNTRY     -  US
 LA2184  USGS QUAD   -  SERVIA (2019)
 LA2184
 LA2184                         *CURRENT SURVEY CONTROL
 LA2184  ______________________________________________________________________
 LA2184* NAD 83(1997) POSITION- 40 54 52.73780(N) 085 38 30.65073(W)   ADJUSTED
 LA2184* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2184  ______________________________________________________________________
 LA2184  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 LA2184  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 LA2184  HORZ ORDER      -  THIRD
 LA2184
 LA2184.The horizontal coordinates were established by classical geodetic methods
 LA2184.and adjusted by the National Geodetic Survey in May 1999.
 LA2184
 LA2184.The orthometric height was scaled from a topographic map.
 LA2184
 LA2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2184.GEOID18 height accuracy estimate available here.
 LA2184
 LA2184.Click photographs - Photos may exist for this station.
 LA2184
 LA2184.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2184
 LA2184. The following values were computed from the NAD 83(1997) position.
 LA2184
 LA2184;                    North         East     Units Scale Factor Converg.
 LA2184;SPC IN E     -   629,080.360   102,090.793   MT  0.99996672   +0 00 58.5
 LA2184;SPC IN E     - 2,063,907.81    334,942.88   sFT  0.99996672   +0 00 58.5
 LA2184;UTM  16      - 4,530,170.286   614,371.474   MT  0.99976100   +0 53 22.5
 LA2184
 LA2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2184!SPC IN E     -   0.99996536  x   0.99996672  =   0.99993208
 LA2184!UTM  16      -   0.99996536  x   0.99976100  =   0.99972637
 LA2184
 LA2184:                Primary Azimuth Mark                     Grid Az
 LA2184:SPC IN E     -  HUNT AZ MK                               353 19 10.5
 LA2184:UTM  16      -  HUNT AZ MK                               352 26 46.5
 LA2184
 LA2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1437130170(NAD 83)
 LA2184
 LA2184|---------------------------------------------------------------------|
 LA2184| PID    Reference Object                     Distance      Geod. Az  |
 LA2184|                                                           dddmmss.s |
 LA2184| CC9382 HUNT RM 1                            23.623 METERS 07403     |
 LA2184| CC9381 HUNT AZ MK                                         3532009.0 |
 LA2184| LA1714 Q 187                                18.879 METERS 35920     |
 LA2184|---------------------------------------------------------------------|
 LA2184
 LA2184                          SUPERSEDED SURVEY CONTROL
 LA2184
 LA2184  NAD 83(1995)-  40 54 52.74031(N)    085 38 30.66171(W) AD(       ) 3
 LA2184  NAD 83(1986)-  40 54 52.74139(N)    085 38 30.66294(W) AD(       ) 3
 LA2184  NAD 27      -  40 54 52.57500(N)    085 38 30.73290(W) AD(       ) 3
 LA2184
 LA2184.Superseded values are not recommended for survey control.
 LA2184
 LA2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2184.See file dsdata.pdf to determine how the superseded data were derived.
 LA2184
 LA2184_MARKER: DS = TRIANGULATION STATION DISK
 LA2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2184_STAMPING: HUNT 1948
 LA2184_MARK LOGO: CGS
 LA2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2184+STABILITY: SURFACE MOTION
 LA2184
 LA2184  HISTORY     - Date     Condition        Report By
 LA2184  HISTORY     - 1948     MONUMENTED       CGS
 LA2184  HISTORY     - 1980     GOOD             NGS
 LA2184
 LA2184                          STATION DESCRIPTION
 LA2184
 LA2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2184'STATION IS LOCATED ABOUT 8 MILES EAST OF URBANA AND 7 MILES NORTHEAST
 LA2184'OF LAGRO.
 LA2184'
 LA2184'IT IS 52 FEET SOUTHEAST OF A T-INTERSECTION OF A GRAVEL ROAD SOUTH AND
 LA2184'STATE HIGHWAY 16, 41 FEET SOUTH OF CENTER OF HIGHWAY 16, 33 FEET EAST
 LA2184'OF CENTER OF A GRAVEL ROAD AND 20 FEET SOUTH OF A WHITE WITNESS POST.
 LA2184'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED HUNT 1948.
 LA2184'
 LA2184'REFERENCE MARK NO. 1 IS 77.51 FEET NORTHEAST OF STATION.  IT IS 20
 LA2184'FEET SOUTH OF CENTER OF HIGHWAY 16 AND 1 FOOT SOUTH OF A FENCE LINE.
 LA2184'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED HUNT NO 1
 LA2184'1948.
 LA2184'
 LA2184'Q 187 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 61.94 FEET
 LA2184'NORTH OF STATION, 40 FEET NORTHEAST OF T-INTERSECTION OF A GRAVEL ROAD
 LA2184'SOUTH AND STATE HIGHWAY 16 AND 23 FEET NORTH OF CENTER OF HIGHWAY 16.
 LA2184'THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 LA2184'AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED Q 187 1946.
 LA2184'
 LA2184'AZIMUTH MARK IS 0.25 MILE NORTH OF STATION.  IT IS 18 FEET WEST OF
 LA2184'CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LA2184'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2184'IS STAMPED HUNT 1948.
 LA2184'
 LA2184'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2184'HIGHWAY 524 IN LAGRO, GO NORTH ON A BLACKTOP ROAD FOR 5.1 MILES TO THE
 LA2184'JUNCTION OF STATE HIGHWAY 16, TURN RIGHT AND GO EAST ON HIGHWAY 16 FOR
 LA2184'4.9 MILES TO STATION ON RIGHT OR SOUTH OF HIGHWAY AS DESCRIBED.
 LA2184'
 LA2184'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON A GRAVEL ROAD FOR 0.25
 LA2184'MILE TO AZIMUTH MARK ON LEFT OR WEST OF ROAD AS DESCRIBED.
 LA2184'
 LA2184'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2184
 LA2184                          STATION RECOVERY (1980)
 LA2184
 LA2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LA2184'STATION MARK, RM 1, BENCH MARK Q 187 AND THE AZIMUTH MARK FOUND IN
 LA2184'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.  THE
 LA2184'1948 DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0581 ***********************************************************************
 JA0581  DESIGNATION -  HUNTINGBURG
 JA0581  PID         -  JA0581
 JA0581  STATE/COUNTY-  IN/DUBOIS
 JA0581  COUNTRY     -  US
 JA0581  USGS QUAD   -  HUNTINGBURG (2019)
 JA0581
 JA0581                         *CURRENT SURVEY CONTROL
 JA0581  ______________________________________________________________________
 JA0581* NAD 83(1986) POSITION- 38 17 54.32   (N) 086 57 06.55   (W)   HD_HELD1
 JA0581* NAVD 88 ORTHO HEIGHT -   145.742 (meters)      478.16  (feet) ADJUSTED
 JA0581  ______________________________________________________________________
 JA0581  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 JA0581  DYNAMIC HEIGHT  -        145.644 (meters)      477.83  (feet) COMP
 JA0581  MODELED GRAVITY -    979,955.8   (mgal)                       NAVD 88
 JA0581
 JA0581  VERT ORDER      -  FIRST     CLASS II
 JA0581
 JA0581.The horizontal coordinates were determined by differentially corrected
 JA0581.hand held GPS observations or other comparable positioning techniques
 JA0581.and have an estimated accuracy of +/- 3 meters.
 JA0581
 JA0581.The orthometric height was determined by differential leveling and
 JA0581.adjusted by the NATIONAL GEODETIC SURVEY
 JA0581.in June 1991.
 JA0581
 JA0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0581.GEOID18 height accuracy estimate available here.
 JA0581
 JA0581.Click photographs - Photos may exist for this station.
 JA0581
 JA0581.The dynamic height is computed by dividing the NAVD 88
 JA0581.geopotential number by the normal gravity value computed on the
 JA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0581.degrees latitude (g = 980.6199 gals.).
 JA0581
 JA0581.The modeled gravity was interpolated from observed gravity values.
 JA0581
 JA0581;                    North         East    Units  Estimated Accuracy
 JA0581;SPC IN W     -   338,625.8     911,503.8     MT  (+/- 3 meters HH1 GPS) 
 JA0581
 JA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0421238927(NAD 83)
 JA0581
 JA0581                          SUPERSEDED SURVEY CONTROL
 JA0581
 JA0581  NGVD 29 (??/??/92)  145.848  (m)          478.50   (f) ADJ UNCH    1 2
 JA0581
 JA0581.Superseded values are not recommended for survey control.
 JA0581
 JA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0581.See file dsdata.pdf to determine how the superseded data were derived.
 JA0581
 JA0581_MARKER: DB = BENCH MARK DISK
 JA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0581_STAMPING: HUNTINGBURG 1934
 JA0581_MARK LOGO: CGS
 JA0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0581+STABILITY: SURFACE MOTION
 JA0581
 JA0581  HISTORY     - Date     Condition        Report By
 JA0581  HISTORY     - 1934     MONUMENTED       CGS
 JA0581  HISTORY     - 1965     GOOD             CGS
 JA0581  HISTORY     - 1965     GOOD             CGS
 JA0581
 JA0581                          STATION DESCRIPTION
 JA0581
 JA0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0581'AT HUNTINGBURG.
 JA0581'AT HUNTINGBURG, IN SECTION 34, T 2 S, R 5 W, 18 1/2 FEET EAST
 JA0581'NORTHEAST OF THE SOUTHEAST CORNER OF THE CITY POWER PLANT AND
 JA0581'WATER COMPANY BUILDING, 135 FEET SOUTH OF THE SOUTH RAIL OF THE
 JA0581'MAIN TRACK OF THE SOUTHERN RAILWAY, 44 FEET EAST OF THE CENTER
 JA0581'LINE OF VAN BUREN STREET, 15.3 EAST OF THE EAST WALL OF THE
 JA0581'BUILDING, 1.0 FOOT WEST OF A 3-INCH BY 8-INCH OAK WITNESS POST,
 JA0581'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE
 JA0581'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 JA0581
 JA0581                          STATION RECOVERY (1965)
 JA0581
 JA0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0582 ***********************************************************************
 JA0582  DESIGNATION -  HUNTINGBURG
 JA0582  PID         -  JA0582
 JA0582  STATE/COUNTY-  IN/DUBOIS
 JA0582  COUNTRY     -  US
 JA0582  USGS QUAD   -  HUNTINGBURG (2019)
 JA0582
 JA0582                         *CURRENT SURVEY CONTROL
 JA0582  ______________________________________________________________________
 JA0582* NAD 83(1997) POSITION- 38 17 51.44897(N) 086 57 37.35463(W)   ADJUSTED
 JA0582* NAVD 88 ORTHO HEIGHT -   179.140 (meters)      587.73  (feet) ADJUSTED
 JA0582  ______________________________________________________________________
 JA0582  GEOID HEIGHT    -        -32.262 (meters)                     GEOID18
 JA0582  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 JA0582  DYNAMIC HEIGHT  -        179.020 (meters)      587.33  (feet) COMP
 JA0582  MODELED GRAVITY -    979,956.5   (mgal)                       NAVD 88
 JA0582
 JA0582  HORZ ORDER      -  FIRST
 JA0582  VERT ORDER      -  FIRST     CLASS II
 JA0582
 JA0582.The horizontal coordinates were established by classical geodetic methods
 JA0582.and adjusted by the National Geodetic Survey in May 1999.
 JA0582
 JA0582.The orthometric height was determined by differential leveling and
 JA0582.adjusted by the NATIONAL GEODETIC SURVEY
 JA0582.in June 1991.
 JA0582
 JA0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0582.GEOID18 height accuracy estimate available here.
 JA0582
 JA0582.Click photographs - Photos may exist for this station.
 JA0582
 JA0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0582
 JA0582.The dynamic height is computed by dividing the NAVD 88
 JA0582.geopotential number by the normal gravity value computed on the
 JA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0582.degrees latitude (g = 980.6199 gals.).
 JA0582
 JA0582.The modeled gravity was interpolated from observed gravity values.
 JA0582
 JA0582. The following values were computed from the NAD 83(1997) position.
 JA0582
 JA0582;                    North         East     Units Scale Factor Converg.
 JA0582;SPC IN W     -   338,536.211   910,755.471   MT  0.99996809   +0 04 34.3
 JA0582;SPC IN W     - 1,110,680.89  2,988,036.91   sFT  0.99996809   +0 04 34.3
 JA0582;UTM  16      - 4,238,838.681   503,464.749   MT  0.99960015   +0 01 28.4
 JA0582
 JA0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0582!SPC IN W     -   0.99997695  x   0.99996809  =   0.99994504
 JA0582!UTM  16      -   0.99997695  x   0.99960015  =   0.99957711
 JA0582
 JA0582:                Primary Azimuth Mark                     Grid Az
 JA0582:SPC IN W     -  HUNTINGBURG AZ MK                        181 10 44.2
 JA0582:UTM  16      -  HUNTINGBURG AZ MK                        181 13 50.1
 JA0582
 JA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0346438838(NAD 83)
 JA0582
 JA0582|---------------------------------------------------------------------|
 JA0582| PID    Reference Object                     Distance      Geod. Az  |
 JA0582|                                                           dddmmss.s |
 JA0582| JA1876 HUNTINGBURG MUN WATER CO STACK      APPROX. 0.7 KM 0815024.7 |
 JA0582| JA0584 HUNTINGBURG RM 1                     26.355 METERS 09712     |
 JA0582| JA1880 HUNTINGBURG ST MARYS CATH CH        APPROX. 1.0 KM 1025949.9 |
 JA0582| JA1875 HUNTINGBURG SALEM EVAN REF CH       221.881 METERS 13423     |
 JA0582| CG8061 HUNTINGBURG AZ MK                                  1811518.5 |
 JA0582| JA0583 HUNTINGBURG RM 2                     26.323 METERS 20635     |
 JA0582| JA1878 HUNTINGBURG MUNICIPAL SPIPE          19.649 METERS 22124     |
 JA0582| JA1877 HUNTINGBURG MUNICIPAL TANK           31.049 METERS 24108     |
 JA0582|---------------------------------------------------------------------|
 JA0582
 JA0582                          SUPERSEDED SURVEY CONTROL
 JA0582
 JA0582  NAD 83(1993)-  38 17 51.45331(N)    086 57 37.35637(W) AD(       ) 1
 JA0582  NAD 83(1986)-  38 17 51.45647(N)    086 57 37.35747(W) AD(       ) 1
 JA0582  NAD 27      -  38 17 51.26500(N)    086 57 37.36700(W) AD(       ) 1
 JA0582  NGVD 29 (??/??/92)  179.247  (m)          588.08   (f) ADJ UNCH    1 2
 JA0582  NGVD 29             179.25   (m)          588.1    (f) LEVELING    3  
 JA0582
 JA0582.Superseded values are not recommended for survey control.
 JA0582
 JA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0582.See file dsdata.pdf to determine how the superseded data were derived.
 JA0582
 JA0582_MARKER: DB = BENCH MARK DISK
 JA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0582_STAMPING: HUNTINGBURG 1946
 JA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0582+STABILITY: SURFACE MOTION
 JA0582
 JA0582  HISTORY     - Date     Condition        Report By
 JA0582  HISTORY     - 1946     MONUMENTED       CGS
 JA0582  HISTORY     - 1965     GOOD             CGS
 JA0582  HISTORY     - 1965     GOOD             CGS
 JA0582
 JA0582                          STATION DESCRIPTION
 JA0582
 JA0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0582'THIS STATION IS LOCATED ON A PROMINENT HILL IN NORTHWEST HUNTINGBURG
 JA0582'NEAR THE TWO CITY WATER SUPPLY TANKS, ABOUT 0.25 MILE NORTHWEST FROM
 JA0582'THE POST OFFICE.  THE STATION MARK IS 19.65 METERS NORTH-NORTHEAST
 JA0582'FROM THE STANDPIPE, 31.05 METERS NORTHEAST FROM THE WATER TANK AND 6
 JA0582'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 JA0582'THE DISK IS STAMPED HUNTINGBURG 1946.
 JA0582'
 JA0582'REFERENCE MARK NO 1 IS 86.47 FEET EAST OF THE STATION, 15 FEET SOUTH
 JA0582'OF THE ROAD TO THE STATION, IN A FENCELINE.  THE MARK PROJECTS 6
 JA0582'INCHES AND THE DISK IS STAMPED HUNTINGBURG 1946 NO 1.
 JA0582'
 JA0582'REFERENCE MARK NO 2 IS 86.36 FEET SOUTH OF THE STATION, 30 FEET WEST
 JA0582'OF A FENCE CORNER AND 19 FEET SOUTH OF THE EDGE OF THE STANDPIPE.  THE
 JA0582'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HUNTINGBURG 1946 NO 2.
 JA0582'
 JA0582'THE AZIMUTH MARK IS SOUTH OF THE STATION, ALONG STATE HIGHWAY 45 AT A
 JA0582'POINT 1.4 MILES SOUTH FROM THE POST OFFICE IN HUNTINGBURG.  IT IS 34
 JA0582'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF A GRAVEL
 JA0582'ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST, ACROSS THE HIGHWAY FROM
 JA0582'THE SOUTH END OF A CEMETERY.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JA0582'IS STAMPED HUNTINGBURG 1946.
 JA0582'
 JA0582'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 JA0582
 JA0582                          STATION RECOVERY (1965)
 JA0582
 JA0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0582'THE STATION MARK, STAMPED HUNTINGBURG 1946, IS ABOUT 0.45 MILES WEST
 JA0582'ALONG STATE HIGHWAY 64 FROM THE CITY POWER PLANT AND WATER COMPANY
 JA0582'BUILDING AT HUNTINGBURG, THENCE 0.05 MILE SOUTH ALONG THE CITY
 JA0582'GARBAGE DUMP ROAD TO THE DEAD END OF 5TH STREET, IN SECTION 34, T 3
 JA0582'S, R 5 W, 17-1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, 83
 JA0582'FEET NORTHEAST OF THE NORTHEAST LEG OF A WATER TOWER, 86.3 FEET
 JA0582'NORTH OF R.M. 2, 86.4 FEET WEST OF R.M. 1, 29-1/2 FEET EAST OF
 JA0582'TELEPHONE POLE NUMBER 4-63, 22 FEET WEST OF A 25-INCH OAK TREE,
 JA0582'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, ABOUT 3 FEET
 JA0582'ABOVE THE LEVEL OF THE STREET.
 JA0582'
 JA0582'R.M. 1, STAMPED HUNTINGBURG 1946, IS 86.4 FEET EAST OF THE STATION,
 JA0582'17 FEET WEST-SOUTHWEST OF A TELEPHONE POLE NUMBERED 4-62, 1/2 FOOT
 JA0582'NORTH OF A FENCE, ABOUT LEVEL WITH THE STREET, SET IN THE TOP OF
 JA0582'A CONCRETE POST PROJECTING 7 INCHES.
 JA0582'
 JA0582'R.M. 2, STAMPED HUNTINGBURG NO 2 1946, IS 86.3 FEET SOUTH OF THE
 JA0582'STATION, 30 FEET WEST OF A FENCE CORNER POST, 19 FEET SOUTH OF A
 JA0582'STEEL TANK, 39 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WATER TOWER,
 JA0582'1-1/2 FEET NORTH OF A FENCE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 JA0582'STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0582
 JA0582                          STATION RECOVERY (1965)
 JA0582
 JA0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0582'0.5 MI W FROM HUNTINGBURG.
 JA0582'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 64 FROM THE CITY POWER
 JA0582'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE 0.05 MILE
 JA0582'SOUTH ALONG THE CITY GARBAGE DUMP ROAD TO THE DEAD END OF 5TH
 JA0582'STREET, IN SECTION 34, T 3 S, R 5 W, 17 1/2 FEET SOUTH OF THE
 JA0582'CENTER LINE OF THE STREET, 83 FEET NORTHEAST OF THE NORTHEAST
 JA0582'LEG OF A WATER TOWER, 86.3 FEET NORTH OF R.M. 2, 86.4 FEET WEST
 JA0582'OF R.M. 1, 29 1/2 FEET EAST OF TELEPHONE POLE NUMBER 4-63, 22
 JA0582'FEET WEST OF A 25-INCH OAK TREE, SET IN THE TOP OF A CONCRETE
 JA0582'POST PROJECTING 5 INCHES, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA0582'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1856 ***********************************************************************
 JA1856  DESIGNATION -  HUNTINGBURG AIRPORT BEACON 19
 JA1856  PID         -  JA1856
 JA1856  STATE/COUNTY-  IN/DUBOIS
 JA1856  COUNTRY     -  US
 JA1856  USGS QUAD   -  DALE (2019)
 JA1856
 JA1856                         *CURRENT SURVEY CONTROL
 JA1856  ______________________________________________________________________
 JA1856* NAD 83(1997) POSITION- 38 14 51.09990(N) 086 57 05.59541(W)   ADJUSTED
 JA1856* NAVD 88 ORTHO HEIGHT -   161.    (meters)      528.    (feet) SCALED
 JA1856  ______________________________________________________________________
 JA1856  GEOID HEIGHT    -        -32.187 (meters)                     GEOID18
 JA1856  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA1856  HORZ ORDER      -  THIRD
 JA1856
 JA1856.This mark is at Huntingburg Airport (HNB)
 JA1856
 JA1856.The horizontal coordinates were established by classical geodetic methods
 JA1856.and adjusted by the National Geodetic Survey in May 1999.
 JA1856
 JA1856.The orthometric height was scaled from a topographic map.
 JA1856
 JA1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1856.GEOID18 height accuracy estimate available here.
 JA1856
 JA1856.Click photographs - Photos may exist for this station.
 JA1856
 JA1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1856
 JA1856. The following values were computed from the NAD 83(1997) position.
 JA1856
 JA1856;                    North         East     Units Scale Factor Converg.
 JA1856;SPC IN W     -   332,976.611   911,535.084   MT  0.99996830   +0 04 53.7
 JA1856;SPC IN W     - 1,092,440.76  2,990,594.69   sFT  0.99996830   +0 04 53.7
 JA1856;UTM  16      - 4,233,280.427   504,239.068   MT  0.99960022   +0 01 48.0
 JA1856
 JA1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1856!SPC IN W     -   0.99997980  x   0.99996830  =   0.99994811
 JA1856!UTM  16      -   0.99997980  x   0.99960022  =   0.99958003
 JA1856
 JA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0423933280(NAD 83)
 JA1856
 JA1856                          SUPERSEDED SURVEY CONTROL
 JA1856
 JA1856  NAD 83(1993)-  38 14 51.10351(N)    086 57 05.59700(W) AD(       ) 3
 JA1856  NAD 83(1986)-  38 14 51.10863(N)    086 57 05.59920(W) AD(       ) 3
 JA1856  NAD 27      -  38 14 50.91400(N)    086 57 05.61300(W) AD(       ) 3
 JA1856
 JA1856.Superseded values are not recommended for survey control.
 JA1856
 JA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1856.See file dsdata.pdf to determine how the superseded data were derived.
 JA1856
 JA1856_MARKER: 21 = AIRPORT BEACON
 JA1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1856+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 JA1856
 JA1856  HISTORY     - Date     Condition        Report By
 JA1856  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1856  HISTORY     - 20110322 GOOD             GEOCAC
 JA1856
 JA1856                          STATION DESCRIPTION
 JA1856
 JA1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (MLC)
 JA1856'THE STATION IS THE AXIS OF REVOLUTION OF THE LIGHT OF THE AIRPORT
 JA1856'BEACON AT HUNTINGBURG
 JA1856'AIRPORT WHICH IS ABOUT 3.5 MILES SOUTH OF THE TOWN.
 JA1856'THE BEACON IS MOUNTED ON A STEEL
 JA1856'TOWER ESTIMATED 50 FEET HIGH AND
 JA1856'LOCATED NEAR THE HANGARS.  IT IS 12.96 METERS (42.5
 JA1856'FEET) SOUTHWEST
 JA1856'OF STATION STINSON.
 JA1856
 JA1856                          STATION RECOVERY (2011)
 JA1856
 JA1856'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1856'BEACON OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1876 ***********************************************************************
 JA1876  DESIGNATION -  HUNTINGBURG MUN WATER CO STACK
 JA1876  PID         -  JA1876
 JA1876  STATE/COUNTY-  IN/DUBOIS
 JA1876  COUNTRY     -  US
 JA1876  USGS QUAD   -  HUNTINGBURG (2019)
 JA1876
 JA1876                         *CURRENT SURVEY CONTROL
 JA1876  ______________________________________________________________________
 JA1876* NAD 83(1997) POSITION- 38 17 54.81039(N) 086 57 07.59711(W)   ADJUSTED
 JA1876  ______________________________________________________________________
 JA1876  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 JA1876  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 JA1876  HORZ ORDER      -  THIRD
 JA1876
 JA1876.The horizontal coordinates were established by classical geodetic methods
 JA1876.and adjusted by the National Geodetic Survey in May 1999.
 JA1876
 JA1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1876.GEOID18 height accuracy estimate available here.
 JA1876
 JA1876.Click photographs - Photos may exist for this station.
 JA1876
 JA1876.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1876
 JA1876. The following values were computed from the NAD 83(1997) position.
 JA1876
 JA1876;                    North         East     Units Scale Factor Converg.
 JA1876;SPC IN W     -   338,640.848   911,478.377   MT  0.99996829   +0 04 52.8
 JA1876;SPC IN W     - 1,111,024.18  2,990,408.64   sFT  0.99996829   +0 04 52.8
 JA1876;UTM  16      - 4,238,942.628   504,187.484   MT  0.99960022   +0 01 46.8
 JA1876
 JA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0418738942(NAD 83)
 JA1876
 JA1876                          SUPERSEDED SURVEY CONTROL
 JA1876
 JA1876  NAD 83(1993)-  38 17 54.81469(N)    086 57 07.59920(W) AD(       ) 3
 JA1876  NAD 83(1986)-  38 17 54.81792(N)    086 57 07.59997(W) AD(       ) 3
 JA1876  NAD 27      -  38 17 54.62700(N)    086 57 07.61100(W) AD(       ) 3
 JA1876
 JA1876.Superseded values are not recommended for survey control.
 JA1876
 JA1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1876.See file dsdata.pdf to determine how the superseded data were derived.
 JA1876
 JA1876_MARKER: 63 = STACK
 JA1876
 JA1876  HISTORY     - Date     Condition        Report By
 JA1876  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1876
 JA1876                          STATION DESCRIPTION
 JA1876
 JA1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1876'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED ON THE
 JA1876'SOUTHWEST CORNER OF
 JA1876'HIGHWAY 64 AND 6TH STREET, NEAR THE NORTHERN EDGE OF TOWN.
 JA1876'IT IS BUILT OF RED TILE AND
 JA1876'IS 165 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1877 ***********************************************************************
 JA1877  DESIGNATION -  HUNTINGBURG MUNICIPAL TANK
 JA1877  PID         -  JA1877
 JA1877  STATE/COUNTY-  IN/DUBOIS
 JA1877  COUNTRY     -  US
 JA1877  USGS QUAD   -  HUNTINGBURG (2019)
 JA1877
 JA1877                         *CURRENT SURVEY CONTROL
 JA1877  ______________________________________________________________________
 JA1877* NAD 83(1997) POSITION- 38 17 50.96286(N) 086 57 38.47366(W)   ADJUSTED
 JA1877  ______________________________________________________________________
 JA1877  GEOID HEIGHT    -        -32.261 (meters)                     GEOID18
 JA1877  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 JA1877  HORZ ORDER      -  THIRD
 JA1877
 JA1877.The horizontal coordinates were established by classical geodetic methods
 JA1877.and adjusted by the National Geodetic Survey in May 1999.
 JA1877
 JA1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1877.GEOID18 height accuracy estimate available here.
 JA1877
 JA1877.Click photographs - Photos may exist for this station.
 JA1877
 JA1877.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1877
 JA1877. The following values were computed from the NAD 83(1997) position.
 JA1877
 JA1877;                    North         East     Units Scale Factor Converg.
 JA1877;SPC IN W     -   338,521.187   910,728.300   MT  0.99996808   +0 04 33.6
 JA1877;SPC IN W     - 1,110,631.59  2,987,947.76   sFT  0.99996808   +0 04 33.6
 JA1877;UTM  16      - 4,238,823.687   503,437.575   MT  0.99960015   +0 01 27.7
 JA1877
 JA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0343738823(NAD 83)
 JA1877
 JA1877                          SUPERSEDED SURVEY CONTROL
 JA1877
 JA1877  NAD 83(1993)-  38 17 50.96721(N)    086 57 38.47539(W) AD(       ) 3
 JA1877  NAD 83(1986)-  38 17 50.96962(N)    086 57 38.47599(W) AD(       ) 3
 JA1877  NAD 27      -  38 17 50.77900(N)    086 57 38.48600(W) AD(       ) 3
 JA1877
 JA1877.Superseded values are not recommended for survey control.
 JA1877
 JA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1877.See file dsdata.pdf to determine how the superseded data were derived.
 JA1877
 JA1877_MARKER: 51 = TANK
 JA1877
 JA1877  HISTORY     - Date     Condition        Report By
 JA1877  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1877
 JA1877                          STATION DESCRIPTION
 JA1877
 JA1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1877'THE STATION IS THE BALL ON THE TOP CENTER OF THE TANK, LOCATED ON A
 JA1877'HILL LEADING FROM 5TH
 JA1877'STREET ON THE WESTERN EDGE OF TOWN.  THE TANK IS
 JA1877'BUILT OF STEEL AND IS ABOUT 70 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1878 ***********************************************************************
 JA1878  DESIGNATION -  HUNTINGBURG MUNICIPAL SPIPE
 JA1878  PID         -  JA1878
 JA1878  STATE/COUNTY-  IN/DUBOIS
 JA1878  COUNTRY     -  US
 JA1878  USGS QUAD   -  HUNTINGBURG (2019)
 JA1878
 JA1878                         *CURRENT SURVEY CONTROL
 JA1878  ______________________________________________________________________
 JA1878* NAD 83(1997) POSITION- 38 17 50.97092(N) 086 57 37.88934(W)   ADJUSTED
 JA1878  ______________________________________________________________________
 JA1878  GEOID HEIGHT    -        -32.261 (meters)                     GEOID18
 JA1878  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 JA1878  HORZ ORDER      -  THIRD
 JA1878
 JA1878.The horizontal coordinates were established by classical geodetic methods
 JA1878.and adjusted by the National Geodetic Survey in May 1999.
 JA1878
 JA1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1878.GEOID18 height accuracy estimate available here.
 JA1878
 JA1878.Click photographs - Photos may exist for this station.
 JA1878
 JA1878.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1878
 JA1878. The following values were computed from the NAD 83(1997) position.
 JA1878
 JA1878;                    North         East     Units Scale Factor Converg.
 JA1878;SPC IN W     -   338,521.454   910,742.498   MT  0.99996809   +0 04 34.0
 JA1878;SPC IN W     - 1,110,632.47  2,987,994.35   sFT  0.99996809   +0 04 34.0
 JA1878;UTM  16      - 4,238,823.942   503,451.768   MT  0.99960015   +0 01 28.1
 JA1878
 JA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0345138823(NAD 83)
 JA1878
 JA1878                          SUPERSEDED SURVEY CONTROL
 JA1878
 JA1878  NAD 83(1993)-  38 17 50.97526(N)    086 57 37.89107(W) AD(       ) 3
 JA1878  NAD 83(1986)-  38 17 50.97842(N)    086 57 37.89219(W) AD(       ) 3
 JA1878  NAD 27      -  38 17 50.78700(N)    086 57 37.90200(W) AD(       ) 3
 JA1878
 JA1878.Superseded values are not recommended for survey control.
 JA1878
 JA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1878.See file dsdata.pdf to determine how the superseded data were derived.
 JA1878
 JA1878_MARKER: 52 = STANDPIPE TANK
 JA1878
 JA1878  HISTORY     - Date     Condition        Report By
 JA1878  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1878
 JA1878                          STATION DESCRIPTION
 JA1878
 JA1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1878'THE STATION IS THE BALL ON THE TOP CENTER OF THE STANDPIPE, LOCATED
 JA1878'ON A HILL LEADING FROM 5TH
 JA1878'STREET ON THE WESTERN EDGE OF TOWN.  IT IS BUILT OF
 JA1878'STEEL AND SURROUNDED AT THE BASE BY
 JA1878'A BRICK WALL ABOUT TWO FEET AWAY
 JA1878'AND IT IS ABOUT 55 FEET HIGH.  IT IS ABOUT 23 FEET IN
 JA1878'DIAMETER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0584 ***********************************************************************
 JA0584  DESIGNATION -  HUNTINGBURG RM 1
 JA0584  PID         -  JA0584
 JA0584  STATE/COUNTY-  IN/DUBOIS
 JA0584  COUNTRY     -  US
 JA0584  USGS QUAD   -  HUNTINGBURG (2019)
 JA0584
 JA0584                         *CURRENT SURVEY CONTROL
 JA0584  ______________________________________________________________________
 JA0584* NAD 83(1986) POSITION- 38 17 51.34   (N) 086 57 36.28   (W)   HD_HELD1
 JA0584* NAVD 88 ORTHO HEIGHT -   175.208 (meters)      574.83  (feet) ADJUSTED
 JA0584  ______________________________________________________________________
 JA0584  GEOID HEIGHT    -        -32.262 (meters)                     GEOID18
 JA0584  DYNAMIC HEIGHT  -        175.091 (meters)      574.44  (feet) COMP
 JA0584  MODELED GRAVITY -    979,956.5   (mgal)                       NAVD 88
 JA0584
 JA0584  VERT ORDER      -  FIRST     CLASS II
 JA0584
 JA0584.The horizontal coordinates were determined by differentially corrected
 JA0584.hand held GPS observations or other comparable positioning techniques
 JA0584.and have an estimated accuracy of +/- 3 meters.
 JA0584
 JA0584.The orthometric height was determined by differential leveling and
 JA0584.adjusted by the NATIONAL GEODETIC SURVEY
 JA0584.in June 1991.
 JA0584
 JA0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0584.GEOID18 height accuracy estimate available here.
 JA0584
 JA0584.Click photographs - Photos may exist for this station.
 JA0584
 JA0584.The dynamic height is computed by dividing the NAVD 88
 JA0584.geopotential number by the normal gravity value computed on the
 JA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0584.degrees latitude (g = 980.6199 gals.).
 JA0584
 JA0584.The modeled gravity was interpolated from observed gravity values.
 JA0584
 JA0584;                    North         East    Units  Estimated Accuracy
 JA0584;SPC IN W     -   338,532.9     910,781.6     MT  (+/- 3 meters HH1 GPS) 
 JA0584
 JA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0349038835(NAD 83)
 JA0584
 JA0584                          SUPERSEDED SURVEY CONTROL
 JA0584
 JA0584  NGVD 29 (??/??/92)  175.316  (m)          575.18   (f) ADJ UNCH    1 2
 JA0584
 JA0584.Superseded values are not recommended for survey control.
 JA0584
 JA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0584.See file dsdata.pdf to determine how the superseded data were derived.
 JA0584
 JA0584_MARKER: DR = REFERENCE MARK DISK
 JA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0584_STAMPING: HUNTINGBURG NO 1 1946
 JA0584_MARK LOGO: CGS
 JA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0584+STABILITY: SURFACE MOTION
 JA0584
 JA0584  HISTORY     - Date     Condition        Report By
 JA0584  HISTORY     - 1946     MONUMENTED       CGS
 JA0584  HISTORY     - 1965     GOOD             CGS
 JA0584
 JA0584                          STATION DESCRIPTION
 JA0584
 JA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0584'0.5 MI W FROM HUNTINGBURG.
 JA0584'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 64 FROM THE CITY POWER
 JA0584'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE 0.05 MILE
 JA0584'SOUTH ALONG THE CITY GARBAGE DUMP ROAD TO THE DEAD END OF 5TH
 JA0584'STREET, IN SECTION 34, T 3 S, R 5 W, 86.4 FEET EAST OF HUNTINGBURG
 JA0584'1946, 20 FEET SOUTH OF THE CENTER LINE OF THE STREET, 17 FEET
 JA0584'WEST-SOUTHWEST OF A TELEPHONE POLE NUMBERED 4-62, 1/2 FOOT NORTH
 JA0584'OF A FENCE, ABOUT LEVEL WITH THE STREET, SET IN THE TOP OF A
 JA0584'CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0583 ***********************************************************************
 JA0583  DESIGNATION -  HUNTINGBURG RM 2
 JA0583  PID         -  JA0583
 JA0583  STATE/COUNTY-  IN/DUBOIS
 JA0583  COUNTRY     -  US
 JA0583  USGS QUAD   -  HUNTINGBURG (2019)
 JA0583
 JA0583                         *CURRENT SURVEY CONTROL
 JA0583  ______________________________________________________________________
 JA0583* NAD 83(1986) POSITION- 38 17 50.69   (N) 086 57 37.84   (W)   HD_HELD1
 JA0583* NAVD 88 ORTHO HEIGHT -   179.370 (meters)      588.48  (feet) ADJUSTED
 JA0583  ______________________________________________________________________
 JA0583  GEOID HEIGHT    -        -32.261 (meters)                     GEOID18
 JA0583  DYNAMIC HEIGHT  -        179.250 (meters)      588.09  (feet) COMP
 JA0583  MODELED GRAVITY -    979,956.5   (mgal)                       NAVD 88
 JA0583
 JA0583  VERT ORDER      -  FIRST     CLASS II
 JA0583
 JA0583.The horizontal coordinates were determined by differentially corrected
 JA0583.hand held GPS observations or other comparable positioning techniques
 JA0583.and have an estimated accuracy of +/- 3 meters.
 JA0583
 JA0583.The orthometric height was determined by differential leveling and
 JA0583.adjusted by the NATIONAL GEODETIC SURVEY
 JA0583.in June 1991.
 JA0583
 JA0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0583.GEOID18 height accuracy estimate available here.
 JA0583
 JA0583.Click photographs - Photos may exist for this station.
 JA0583
 JA0583.The dynamic height is computed by dividing the NAVD 88
 JA0583.geopotential number by the normal gravity value computed on the
 JA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0583.degrees latitude (g = 980.6199 gals.).
 JA0583
 JA0583.The modeled gravity was interpolated from observed gravity values.
 JA0583
 JA0583;                    North         East    Units  Estimated Accuracy
 JA0583;SPC IN W     -   338,512.8     910,743.7     MT  (+/- 3 meters HH1 GPS) 
 JA0583
 JA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0345238815(NAD 83)
 JA0583
 JA0583                          SUPERSEDED SURVEY CONTROL
 JA0583
 JA0583  NGVD 29 (??/??/92)  179.478  (m)          588.84   (f) ADJ UNCH    1 2
 JA0583
 JA0583.Superseded values are not recommended for survey control.
 JA0583
 JA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0583.See file dsdata.pdf to determine how the superseded data were derived.
 JA0583
 JA0583_MARKER: DR = REFERENCE MARK DISK
 JA0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0583_STAMPING: HUNTINGBURG NO 2 1946
 JA0583_MARK LOGO: CGS
 JA0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0583+STABILITY: SURFACE MOTION
 JA0583
 JA0583  HISTORY     - Date     Condition        Report By
 JA0583  HISTORY     - 1946     MONUMENTED       CGS
 JA0583  HISTORY     - 1965     GOOD             CGS
 JA0583
 JA0583                          STATION DESCRIPTION
 JA0583
 JA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0583'0.5 MI W FROM HUNTINGBURG.
 JA0583'ABOUT 0.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE CITY POWER
 JA0583'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE 0.05 MILE
 JA0583'SOUTH ALONG THE CITY GARBAGE DUMP ROAD TO THE DEAD END OF 5TH
 JA0583'STREET, IN SECTION 34, T 3 S, R 5 W, 86.3 FEET SOUTH OF HUNTINGBURG
 JA0583'1946, 30 FEET WEST OF A FENCE CORNER POST, 19 FEET SOUTH OF A
 JA0583'STEEL TANK, 39 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WATER
 JA0583'TOWER, 1 1/2 FEET NORTH OF A FENCE, ABOUT 5 FEET ABOVE THE LEVEL
 JA0583'OF THE STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0583'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1875 ***********************************************************************
 JA1875  DESIGNATION -  HUNTINGBURG SALEM EVAN REF CH
 JA1875  PID         -  JA1875
 JA1875  STATE/COUNTY-  IN/DUBOIS
 JA1875  COUNTRY     -  US
 JA1875  USGS QUAD   -  HUNTINGBURG (2019)
 JA1875
 JA1875                         *CURRENT SURVEY CONTROL
 JA1875  ______________________________________________________________________
 JA1875* NAD 83(1997) POSITION- 38 17 46.41529(N) 086 57 30.82928(W)   ADJUSTED
 JA1875  ______________________________________________________________________
 JA1875  GEOID HEIGHT    -        -32.263 (meters)                     GEOID18
 JA1875  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 JA1875  HORZ ORDER      -  THIRD
 JA1875
 JA1875.The horizontal coordinates were established by classical geodetic methods
 JA1875.and adjusted by the National Geodetic Survey in May 1999.
 JA1875
 JA1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1875.GEOID18 height accuracy estimate available here.
 JA1875
 JA1875.Click photographs - Photos may exist for this station.
 JA1875
 JA1875.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1875
 JA1875. The following values were computed from the NAD 83(1997) position.
 JA1875
 JA1875;                    North         East     Units Scale Factor Converg.
 JA1875;SPC IN W     -   338,381.221   910,914.234   MT  0.99996813   +0 04 38.4
 JA1875;SPC IN W     - 1,110,172.39  2,988,557.78   sFT  0.99996813   +0 04 38.4
 JA1875;UTM  16      - 4,238,683.605   503,623.315   MT  0.99960016   +0 01 32.4
 JA1875
 JA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0362338683(NAD 83)
 JA1875
 JA1875                          SUPERSEDED SURVEY CONTROL
 JA1875
 JA1875  NAD 83(1993)-  38 17 46.41969(N)    086 57 30.83114(W) AD(       ) 3
 JA1875  NAD 83(1986)-  38 17 46.42286(N)    086 57 30.83204(W) AD(       ) 3
 JA1875  NAD 27      -  38 17 46.23200(N)    086 57 30.84200(W) AD(       ) 3
 JA1875
 JA1875.Superseded values are not recommended for survey control.
 JA1875
 JA1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1875.See file dsdata.pdf to determine how the superseded data were derived.
 JA1875
 JA1875_MARKER: 90 = CHURCH SPIRE
 JA1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1875+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 JA1875
 JA1875  HISTORY     - Date     Condition        Report By
 JA1875  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1875  HISTORY     - 20081002 GOOD             GEOCAC
 JA1875  HISTORY     - 20110322 GOOD             GEOCAC
 JA1875
 JA1875                          STATION DESCRIPTION
 JA1875
 JA1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1875'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED NEAR THE WESTERN EDGE
 JA1875'OF THE TOWN ON THE
 JA1875'NORTHWEST CORNER OF 4TH STREET AND WALNUT STREET.  IT IS
 JA1875'BUILT OF RED BRICK AND THE
 JA1875'SPIRE IS PAINTED SILVER AND IT IS ABOUT
 JA1875'100 FEET HIGH.
 JA1875
 JA1875                          STATION RECOVERY (2008)
 JA1875
 JA1875'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1875'RECOVERED IN GOOD CONDITION.
 JA1875
 JA1875                          STATION RECOVERY (2011)
 JA1875
 JA1875'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1875'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1880 ***********************************************************************
 JA1880  DESIGNATION -  HUNTINGBURG ST MARYS CATH CH
 JA1880  PID         -  JA1880
 JA1880  STATE/COUNTY-  IN/DUBOIS
 JA1880  COUNTRY     -  US
 JA1880  USGS QUAD   -  HUNTINGBURG (2019)
 JA1880
 JA1880                         *CURRENT SURVEY CONTROL
 JA1880  ______________________________________________________________________
 JA1880* NAD 83(1997) POSITION- 38 17 44.30105(N) 086 56 58.06929(W)   ADJUSTED
 JA1880  ______________________________________________________________________
 JA1880  GEOID HEIGHT    -        -32.280 (meters)                     GEOID18
 JA1880  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 JA1880  HORZ ORDER      -  THIRD
 JA1880
 JA1880.The horizontal coordinates were established by classical geodetic methods
 JA1880.and adjusted by the National Geodetic Survey in May 1999.
 JA1880
 JA1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1880.GEOID18 height accuracy estimate available here.
 JA1880
 JA1880.Click photographs - Photos may exist for this station.
 JA1880
 JA1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1880
 JA1880. The following values were computed from the NAD 83(1997) position.
 JA1880
 JA1880;                    North         East     Units Scale Factor Converg.
 JA1880;SPC IN W     -   338,317.146   911,710.352   MT  0.99996835   +0 04 58.7
 JA1880;SPC IN W     - 1,109,962.17  2,991,169.71   sFT  0.99996835   +0 04 58.7
 JA1880;UTM  16      - 4,238,618.836   504,419.081   MT  0.99960024   +0 01 52.7
 JA1880
 JA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0441938618(NAD 83)
 JA1880
 JA1880                          SUPERSEDED SURVEY CONTROL
 JA1880
 JA1880  NAD 83(1993)-  38 17 44.30544(N)    086 56 58.07131(W) AD(       ) 3
 JA1880  NAD 83(1986)-  38 17 44.30861(N)    086 56 58.07213(W) AD(       ) 3
 JA1880  NAD 27      -  38 17 44.11700(N)    086 56 58.08300(W) AD(       ) 3
 JA1880
 JA1880.Superseded values are not recommended for survey control.
 JA1880
 JA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1880.See file dsdata.pdf to determine how the superseded data were derived.
 JA1880
 JA1880_MARKER: 90 = CHURCH SPIRE
 JA1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1880+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 JA1880
 JA1880  HISTORY     - Date     Condition        Report By
 JA1880  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1880  HISTORY     - 20081002 GOOD             GEOCAC
 JA1880  HISTORY     - 20110322 GOOD             GEOCAC
 JA1880
 JA1880                          STATION DESCRIPTION
 JA1880
 JA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1880'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED NEAR EASTERN EDGE OF
 JA1880'THE TOWN ABOUT 105 FEET
 JA1880'EAST OF THE T-INTERSECTION OF WASHINGTON STREET AND
 JA1880'4TH AVENUE.  IT IS A RED BRICK
 JA1880'STRUCTURE AND THE SPIRE IS COVERED
 JA1880'WITH SLATE AND IT IS ABOUT 110 FEET HIGH.  THE
 JA1880'CHURCH WAS BUILT IN 1885.
 JA1880'1885.
 JA1880
 JA1880                          STATION RECOVERY (2008)
 JA1880
 JA1880'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1880'RECOVERED IN GOOD CONDITION.
 JA1880
 JA1880                          STATION RECOVERY (2011)
 JA1880
 JA1880'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1880'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2170 ***********************************************************************
 LA2170  DESIGNATION -  HUNTINGTON
 LA2170  PID         -  LA2170
 LA2170  STATE/COUNTY-  IN/HUNTINGTON
 LA2170  COUNTRY     -  US
 LA2170  USGS QUAD   -  BIPPUS (2019)
 LA2170
 LA2170                         *CURRENT SURVEY CONTROL
 LA2170  ______________________________________________________________________
 LA2170* NAD 83(1997) POSITION- 40 53 16.42083(N) 085 30 32.30872(W)   ADJUSTED
 LA2170* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LA2170  ______________________________________________________________________
 LA2170  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 LA2170  LAPLACE CORR    -          1.94  (seconds)                    DEFLEC18
 LA2170  HORZ ORDER      -  SECOND
 LA2170
 LA2170.The horizontal coordinates were established by classical geodetic methods
 LA2170.and adjusted by the National Geodetic Survey in May 1999.
 LA2170
 LA2170.The orthometric height was scaled from a topographic map.
 LA2170
 LA2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2170.GEOID18 height accuracy estimate available here.
 LA2170
 LA2170.Click photographs - Photos may exist for this station.
 LA2170
 LA2170.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2170
 LA2170. The following values were computed from the NAD 83(1997) position.
 LA2170
 LA2170;                    North         East     Units Scale Factor Converg.
 LA2170;SPC IN E     -   626,120.969   113,289.461   MT  0.99996884   +0 06 11.6
 LA2170;SPC IN E     - 2,054,198.55    371,683.84   sFT  0.99996884   +0 06 11.6
 LA2170;UTM  16      - 4,527,382.417   625,611.799   MT  0.99979420   +0 58 34.0
 LA2170
 LA2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2170!SPC IN E     -   0.99996645  x   0.99996884  =   0.99993529
 LA2170!UTM  16      -   0.99996645  x   0.99979420  =   0.99976066
 LA2170
 LA2170:                Primary Azimuth Mark                     Grid Az
 LA2170:SPC IN E     -  HUNTINGTON ST PETER CH SPIRE             115 19 07.6
 LA2170:UTM  16      -  HUNTINGTON ST PETER CH SPIRE             114 26 45.2
 LA2170
 LA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2561127382(NAD 83)
 LA2170
 LA2170|---------------------------------------------------------------------|
 LA2170| PID    Reference Object                     Distance      Geod. Az  |
 LA2170|                                                           dddmmss.s |
 LA2170| CC9384 HUNTINGTON RM 1                      48.994 METERS 05901     |
 LA2170| CC9383 HUNTINGTON AZ MK                                   0705015.6 |
 LA2170| LA2049 HUNTINGTON ASBESTOS MFG CO STK      APPROX. 2.9 KM 0915638.2 |
 LA2170| LA2053 HUNTINGTON ST MARYS CATH DOME       APPROX. 0.9 KM 1050246.5 |
 LA2170| LA2171 HUNTINGTON MUNICIPAL STANDPIPE      356.707 METERS 10541     |
 LA2170| LA2052 HUNTINGTON ST PETER CH SPIRE        APPROX. 0.9 KM 1152519.2 |
 LA2170| LA2047 HUNTINGTON PUB SER CO STACK         APPROX. 1.4 KM 1291652.1 |
 LA2170| CC9385 HUNTINGTON RM 2                      34.372 METERS 13230     |
 LA2170| CC9386 HUNTINGTON RM 3                      17.500 METERS 33413     |
 LA2170|---------------------------------------------------------------------|
 LA2170
 LA2170                          SUPERSEDED SURVEY CONTROL
 LA2170
 LA2170  NAD 83(1995)-  40 53 16.42236(N)    085 30 32.31851(W) AD(       ) 2
 LA2170  NAD 83(1986)-  40 53 16.42336(N)    085 30 32.32241(W) AD(       ) 2
 LA2170  NAD 27      -  40 53 16.25740(N)    085 30 32.40050(W) AD(       ) 2
 LA2170
 LA2170.Superseded values are not recommended for survey control.
 LA2170
 LA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2170.See file dsdata.pdf to determine how the superseded data were derived.
 LA2170
 LA2170_MARKER: DS = TRIANGULATION STATION DISK
 LA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2170_STAMPING: HUNTINGTON 1948
 LA2170_MARK LOGO: CGS
 LA2170_PROJECTION: RECESSED 30 CENTIMETERS
 LA2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2170+STABILITY: SURFACE MOTION
 LA2170
 LA2170  HISTORY     - Date     Condition        Report By
 LA2170  HISTORY     - 1948     MONUMENTED       CGS
 LA2170  HISTORY     - 1961     GOOD             FAS
 LA2170  HISTORY     - 1963     GOOD             CGS
 LA2170  HISTORY     - 1964     GOOD             CGS
 LA2170
 LA2170                          STATION DESCRIPTION
 LA2170
 LA2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2170'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF HUNTINGTON.
 LA2170'
 LA2170'IT IS 46 FEET SOUTH OF A POWER LINE POLE, 37 FEET SOUTH OF THE
 LA2170'INTERSECTION OF FLAXMILL ROAD AND POLK STREET EXTENDED, 30 FEET
 LA2170'SOUTHEAST OF THE CENTER OF FLAXMILL ROAD AND 29 FEET NORTHEAST OF A
 LA2170'FENCE CORNER AND A WHITE WITNESS POST.  THE MARK IS 12 INCHES BELOW
 LA2170'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HUNTINGTON 1948.
 LA2170'
 LA2170'REFERENCE MARK NO. 1 IS 160.74 FEET NORTHEAST OF THE STATION.  IT IS
 LA2170'17 FEET NORTHWEST OF THE CENTER OF FLAXMILL ROAD, 11 FEET SOUTHWEST OF
 LA2170'THE CENTER OF AN ALLEY AND 1 FOOT SOUTH OF A POWER LINE POLE.  THE
 LA2170'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNTINGTON NO 1 1948.
 LA2170'
 LA2170'REFERENCE MARK NO. 2 IS 112.77 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2170'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 16 FEET
 LA2170'SOUTHWEST OF THE CENTER OF AN ENTRANCE DRIVE AND 1 FOOT NORTH OF A
 LA2170'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA2170'HUNTINGTON NO 2 1948.
 LA2170'
 LA2170'THE AZIMUTH MARK IS 0.15 MILE NORTHEST OF THE STATION AT THE
 LA2170'INTERSECTION OF OAK STREET AND EDITH BOULEVARD.  IT IS 17 FEET EAST OF
 LA2170'THE CENTER OF OAK STREET AND 14 FEET SOUTH OF THE CENTER OF THE CENTER
 LA2170'OF EDITH BOULEVARD.  THE DISK IS SET FLUSH IN A DRILL HOLE IN A
 LA2170'CONCRETE CURB AT THE SOUTHEAST CORNER OF THE INTERSECTION AND IS
 LA2170'STAMPED HUNTINGTON 1948.
 LA2170'
 LA2170'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2170
 LA2170                          STATION RECOVERY (1961)
 LA2170
 LA2170'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2170'ALL MARKS FOUND, BUT R.M. 2 HAS BEEN DISTURBED AND THE AZIMUTH MARK IS
 LA2170'NO LONGER VISIBLE FROM THE GROUND DUE TO NEW HOUSING.
 LA2170
 LA2170                          STATION RECOVERY (1963)
 LA2170
 LA2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RBK)
 LA2170'STATION HAS BEEN RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 10
 LA2170'INCHES (25 CM) BELOW PRESENT SURFACE.  RM 1 AND AZIMUTH MARK WERE
 LA2170'RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 2 WAS MOVED AND LIFTED
 LA2170'OUT OF THE GROUND - PROBABLY WAS HIT BY A BULLDOZER.
 LA2170
 LA2170                          STATION RECOVERY (1964)
 LA2170
 LA2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LA2170'THE STATION, AZIMUTH MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD
 LA2170'CONDITION.  R.M.  NO. 2 WAS RECOVERED IN POOR CONDITION.  A NEW
 LA2170'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 LA2170'
 LA2170'THE ORIGINAL DECRIPTION IS INADEQUATE AT THIS TIME.  A NEW ONE IS
 LA2170'GIVEN BELOW-
 LA2170'
 LA2170'THE STATION IS LOCATED IN THE NW SECTION OF HUNTINGTON, AT THE
 LA2170'INTERSECTION OF ORCHARD LANE AND FLAXMILL ROAD, IN THE NW CORNER OF
 LA2170'MR. ROBERT L. HENNS LAWN, 89 FEET N OF THE NW CORNER OF MR. HENNS NEW
 LA2170'BRICK HOUSE, 37 FEET SE OF THE INTERSECTION OF ORCHARD LANE AND
 LA2170'FLAXMILL ROAD AND 30 FEET SSE OF THE APPROXIMATE CENTERLINE OF
 LA2170'FLAXMILL ROAD.  THE MONUMENT IS ABOUT 6 INCHES BELOW THE SURFACE OF
 LA2170'THE GROUND AND THE DISK IS STAMPED HUNTINGTON 1948.
 LA2170'
 LA2170'R.M. NO. 1 IS 48.994 METERS NORTHEAST OF THE STATION, IN THE SE CORNER
 LA2170'OF THE LAWN OF HOUSE NO. 580, NEAR THE WEST EDGE OF AN ALLEY AND 17
 LA2170'FEET NORTH OF THE APPROXIMATE CENTERLINE OF FLAXMILL ROAD.  THE
 LA2170'MONUMENT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HUNTINGTON NO
 LA2170'1 1948.
 LA2170'
 LA2170'R.M. NO. 3 IS 57.25 FEET NNW OF THE STATION, IN THE EXTREME SOUTH END
 LA2170'OF THE EAST CURB ALONG ORCHARD LANE.  THE DISK IS SET IN A DRILL HOLE
 LA2170'IN THE CURB AND IS STAMPED HUNTINGTON NO 3 1964.  THE DATE IS IN ERROR
 LA2170'AND SHOULD HAVE BEEN 1948.
 LA2170'
 LA2170'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 LA2170'DESCRIPTION AND IS ADEQUATELY DESCRIBED, HOWEVER, IT IS NO LONGER
 LA2170'VISIBLE FROM THE GROUND DUE TO NEW HOUSES IN THE AREA.
 LA2170'
 LA2170'MARKS ARE AS DESCRIBED BY NOTES 1A, 7A, 11A AND BY INDIVIDUAL
 LA2170'DESCRIPTIONS.
 LA2170'
 LA2170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2049 ***********************************************************************
 LA2049  DESIGNATION -  HUNTINGTON ASBESTOS MFG CO STK
 LA2049  PID         -  LA2049
 LA2049  STATE/COUNTY-  IN/HUNTINGTON
 LA2049  COUNTRY     -  US
 LA2049  USGS QUAD   -  HUNTINGTON (2019)
 LA2049
 LA2049                         *CURRENT SURVEY CONTROL
 LA2049  ______________________________________________________________________
 LA2049* NAD 83(1997) POSITION- 40 53 13.24572(N) 085 28 29.74558(W)   ADJUSTED
 LA2049  ______________________________________________________________________
 LA2049  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 LA2049  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LA2049  HORZ ORDER      -  THIRD
 LA2049
 LA2049.The horizontal coordinates were established by classical geodetic methods
 LA2049.and adjusted by the National Geodetic Survey in May 1999.
 LA2049
 LA2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2049.GEOID18 height accuracy estimate available here.
 LA2049
 LA2049.Click photographs - Photos may exist for this station.
 LA2049
 LA2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2049
 LA2049. The following values were computed from the NAD 83(1997) position.
 LA2049
 LA2049;                    North         East     Units Scale Factor Converg.
 LA2049;SPC IN E     -   626,028.754   116,158.839   MT  0.99996988   +0 07 31.8
 LA2049;SPC IN E     - 2,053,896.00    381,097.79   sFT  0.99996988   +0 07 31.8
 LA2049;UTM  16      - 4,527,333.935   628,481.759   MT  0.99980318   +0 59 54.2
 LA2049
 LA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2848127333(NAD 83)
 LA2049
 LA2049                          SUPERSEDED SURVEY CONTROL
 LA2049
 LA2049  NAD 83(1995)-  40 53 13.24694(N)    085 28 29.75517(W) AD(       ) 3
 LA2049  NAD 83(1986)-  40 53 13.24796(N)    085 28 29.75932(W) AD(       ) 3
 LA2049  NAD 27      -  40 53 13.08000(N)    085 28 29.84700(W) AD(       ) 3
 LA2049
 LA2049.Superseded values are not recommended for survey control.
 LA2049
 LA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2049.See file dsdata.pdf to determine how the superseded data were derived.
 LA2049
 LA2049_MARKER: 63 = STACK
 LA2049
 LA2049  HISTORY     - Date     Condition        Report By
 LA2049  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2049
 LA2049                          STATION DESCRIPTION
 LA2049
 LA2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2049'STATION IS LOCATED AT THE MAIN PLANT ON SABINE STREET IN THE
 LA2049'NORTHEAST SECTION
 LA2049'OF THE CITY OF HUNTINGTON.  IT IS A RED TILE STACK ABOUT 25 FEET IN
 LA2049'DIAMETER AND ABOUT 175 FEET HIGH.
 LA2049'POINT OBSERVED ON WAS THE APPROXIMATE CENTER OF THE TOP OF THE
 LA2049'STACK.
 LA2049'
 LA2049'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2171 ***********************************************************************
 LA2171  DESIGNATION -  HUNTINGTON MUNICIPAL STANDPIPE
 LA2171  PID         -  LA2171
 LA2171  STATE/COUNTY-  IN/HUNTINGTON
 LA2171  COUNTRY     -  US
 LA2171  USGS QUAD   -  BIPPUS (2019)
 LA2171
 LA2171                         *CURRENT SURVEY CONTROL
 LA2171  ______________________________________________________________________
 LA2171* NAD 83(1997) POSITION- 40 53 13.29474(N) 085 30 17.63907(W)   ADJUSTED
 LA2171  ______________________________________________________________________
 LA2171  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 LA2171  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LA2171  HORZ ORDER      -  THIRD
 LA2171
 LA2171.The horizontal coordinates were established by classical geodetic methods
 LA2171.and adjusted by the National Geodetic Survey in May 1999.
 LA2171
 LA2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2171.GEOID18 height accuracy estimate available here.
 LA2171
 LA2171.Click photographs - Photos may exist for this station.
 LA2171
 LA2171.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2171
 LA2171. The following values were computed from the NAD 83(1997) position.
 LA2171
 LA2171;                    North         East     Units Scale Factor Converg.
 LA2171;SPC IN E     -   626,025.166   113,633.051   MT  0.99996895   +0 06 21.2
 LA2171;SPC IN E     - 2,053,884.23    372,811.10   sFT  0.99996895   +0 06 21.2
 LA2171;UTM  16      - 4,527,291.876   625,956.748   MT  0.99979527   +0 58 43.6
 LA2171
 LA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2595627291(NAD 83)
 LA2171
 LA2171                          SUPERSEDED SURVEY CONTROL
 LA2171
 LA2171  NAD 83(1995)-  40 53 13.29619(N)    085 30 17.64873(W) AD(       ) 3
 LA2171  NAD 83(1986)-  40 53 13.29710(N)    085 30 17.65285(W) AD(       ) 3
 LA2171  NAD 27      -  40 53 13.13100(N)    085 30 17.73200(W) AD(       ) 3
 LA2171
 LA2171.Superseded values are not recommended for survey control.
 LA2171
 LA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2171.See file dsdata.pdf to determine how the superseded data were derived.
 LA2171
 LA2171_MARKER: 52 = STANDPIPE TANK
 LA2171
 LA2171  HISTORY     - Date     Condition        Report By
 LA2171  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2171
 LA2171                          STATION DESCRIPTION
 LA2171
 LA2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2171'STATION IS LOCATED 500 FEET NORTHWEST OF THE INTERSECTION OF OAK AND
 LA2171'CHURCH STREETS IN THE
 LA2171'NORTHWEST SECTION OF THE CITY OF HUNTINGTON.  IT IS A STEEL
 LA2171'STRUCTURE, PAINTED SILVER, ABOUT
 LA2171'50 FEET IN DIAMETER AND 120 FEET HIGH AND MOUNTED ON A RED BRICK
 LA2171'BASE.  POINT OBSERVED ON WAS THE SMALL
 LA2171'BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2047 ***********************************************************************
 LA2047  DESIGNATION -  HUNTINGTON PUB SER CO STACK
 LA2047  PID         -  LA2047
 LA2047  STATE/COUNTY-  IN/HUNTINGTON
 LA2047  COUNTRY     -  US
 LA2047  USGS QUAD   -  HUNTINGTON (2019)
 LA2047
 LA2047                         *CURRENT SURVEY CONTROL
 LA2047  ______________________________________________________________________
 LA2047* NAD 83(1997) POSITION- 40 52 48.35472(N) 085 29 47.10393(W)   ADJUSTED
 LA2047  ______________________________________________________________________
 LA2047  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 LA2047  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 LA2047  HORZ ORDER      -  THIRD
 LA2047
 LA2047.The horizontal coordinates were established by classical geodetic methods
 LA2047.and adjusted by the National Geodetic Survey in May 1999.
 LA2047
 LA2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2047.GEOID18 height accuracy estimate available here.
 LA2047
 LA2047.Click photographs - Photos may exist for this station.
 LA2047
 LA2047.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2047
 LA2047. The following values were computed from the NAD 83(1997) position.
 LA2047
 LA2047;                    North         East     Units Scale Factor Converg.
 LA2047;SPC IN E     -   625,257.205   114,349.374   MT  0.99996920   +0 06 41.1
 LA2047;SPC IN E     - 2,051,364.68    375,161.24   sFT  0.99996920   +0 06 41.1
 LA2047;UTM  16      - 4,526,535.046   626,684.561   MT  0.99979753   +0 59 03.1
 LA2047
 LA2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2668426535(NAD 83)
 LA2047
 LA2047                          SUPERSEDED SURVEY CONTROL
 LA2047
 LA2047  NAD 83(1995)-  40 52 48.35601(N)    085 29 47.11362(W) AD(       ) 3
 LA2047  NAD 83(1986)-  40 52 48.35696(N)    085 29 47.11763(W) AD(       ) 3
 LA2047  NAD 27      -  40 52 48.19700(N)    085 29 47.20500(W) AD(       ) 3
 LA2047
 LA2047.Superseded values are not recommended for survey control.
 LA2047
 LA2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2047.See file dsdata.pdf to determine how the superseded data were derived.
 LA2047
 LA2047_MARKER: 63 = STACK
 LA2047
 LA2047  HISTORY     - Date     Condition        Report By
 LA2047  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2047
 LA2047                          STATION DESCRIPTION
 LA2047
 LA2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2047'STATION IS LOCATED ONE BLOCK SOUTH OF THE CITY HALL ON WEST STATE
 LA2047'STREET IN THE CITY OF
 LA2047'HUNTINGTON.  IT IS THE TALLER OF TWO STACKS AND IS OF RED TILE
 LA2047'CONSTRUCTION ABOUT 30 FEET IN
 LA2047'DIAMETER AND ABOUT 150 FEET HIGH.  POINT OBSERVED ON WAS THE
 LA2047'APPROXIMATE CENTER OF THE TOP OF THE
 LA2047'STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2053 ***********************************************************************
 LA2053  DESIGNATION -  HUNTINGTON ST MARYS CATH DOME
 LA2053  PID         -  LA2053
 LA2053  STATE/COUNTY-  IN/HUNTINGTON
 LA2053  COUNTRY     -  US
 LA2053  USGS QUAD   -  HUNTINGTON (2019)
 LA2053
 LA2053                         *CURRENT SURVEY CONTROL
 LA2053  ______________________________________________________________________
 LA2053* NAD 83(1997) POSITION- 40 53 08.50983(N) 085 29 53.54033(W)   ADJUSTED
 LA2053  ______________________________________________________________________
 LA2053  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 LA2053  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LA2053  HORZ ORDER      -  THIRD
 LA2053
 LA2053.The horizontal coordinates were established by classical geodetic methods
 LA2053.and adjusted by the National Geodetic Survey in May 1999.
 LA2053
 LA2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2053.GEOID18 height accuracy estimate available here.
 LA2053
 LA2053.Click photographs - Photos may exist for this station.
 LA2053
 LA2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2053
 LA2053. The following values were computed from the NAD 83(1997) position.
 LA2053
 LA2053;                    North         East     Units Scale Factor Converg.
 LA2053;SPC IN E     -   625,878.632   114,197.486   MT  0.99996915   +0 06 37.0
 LA2053;SPC IN E     - 2,053,403.48    374,662.92   sFT  0.99996915   +0 06 37.0
 LA2053;UTM  16      - 4,527,153.981   626,523.252   MT  0.99979703   +0 58 59.3
 LA2053
 LA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2652327153(NAD 83)
 LA2053
 LA2053                          SUPERSEDED SURVEY CONTROL
 LA2053
 LA2053  NAD 83(1995)-  40 53 08.51122(N)    085 29 53.54998(W) AD(       ) 3
 LA2053  NAD 83(1986)-  40 53 08.51216(N)    085 29 53.55408(W) AD(       ) 3
 LA2053  NAD 27      -  40 53 08.34600(N)    085 29 53.63500(W) AD(       ) 3
 LA2053
 LA2053.Superseded values are not recommended for survey control.
 LA2053
 LA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2053.See file dsdata.pdf to determine how the superseded data were derived.
 LA2053
 LA2053_MARKER: 87 = DOME
 LA2053
 LA2053  HISTORY     - Date     Condition        Report By
 LA2053  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2053
 LA2053                          STATION DESCRIPTION
 LA2053
 LA2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2053'STATION IS LOCATED ON NORTH JEFFERSON STREET BETWEEN ROACHE AND ST.
 LA2053'JOHN STREETS.  THE
 LA2053'DOME IS THE LARGEST OF THREE ATOP THE RED BRICK CHURCH AND IS IN THE
 LA2053'NORTHWEST CORNER OF THE BUILDING.  POINT
 LA2053'OBSERVED ON WAS THE CROSS ON TOP OF THE DOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2052 ***********************************************************************
 LA2052  DESIGNATION -  HUNTINGTON ST PETER CH SPIRE
 LA2052  PID         -  LA2052
 LA2052  STATE/COUNTY-  IN/HUNTINGTON
 LA2052  COUNTRY     -  US
 LA2052  USGS QUAD   -  HUNTINGTON (2019)
 LA2052
 LA2052                         *CURRENT SURVEY CONTROL
 LA2052  ______________________________________________________________________
 LA2052* NAD 83(1997) POSITION- 40 53 03.62578(N) 085 29 56.84310(W)   ADJUSTED
 LA2052  ______________________________________________________________________
 LA2052  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 LA2052  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 LA2052  HORZ ORDER      -  THIRD
 LA2052
 LA2052.The horizontal coordinates were established by classical geodetic methods
 LA2052.and adjusted by the National Geodetic Survey in May 1999.
 LA2052
 LA2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2052.GEOID18 height accuracy estimate available here.
 LA2052
 LA2052.Click photographs - Photos may exist for this station.
 LA2052
 LA2052.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2052
 LA2052. The following values were computed from the NAD 83(1997) position.
 LA2052
 LA2052;                    North         East     Units Scale Factor Converg.
 LA2052;SPC IN E     -   625,727.827   114,120.455   MT  0.99996912   +0 06 34.8
 LA2052;SPC IN E     - 2,052,908.71    374,410.19   sFT  0.99996912   +0 06 34.8
 LA2052;UTM  16      - 4,527,002.046   626,448.540   MT  0.99979680   +0 58 57.0
 LA2052
 LA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2644827002(NAD 83)
 LA2052
 LA2052                          SUPERSEDED SURVEY CONTROL
 LA2052
 LA2052  NAD 83(1995)-  40 53 03.62715(N)    085 29 56.85277(W) AD(       ) 3
 LA2052  NAD 83(1986)-  40 53 03.62809(N)    085 29 56.85685(W) AD(       ) 3
 LA2052  NAD 27      -  40 53 03.46200(N)    085 29 56.93700(W) AD(       ) 3
 LA2052
 LA2052.Superseded values are not recommended for survey control.
 LA2052
 LA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2052.See file dsdata.pdf to determine how the superseded data were derived.
 LA2052
 LA2052_MARKER: 91 = CHURCH CROSS
 LA2052
 LA2052  HISTORY     - Date     Condition        Report By
 LA2052  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2052
 LA2052                          STATION DESCRIPTION
 LA2052
 LA2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2052'STATION IS LOCATED 500 FEET NORTH OF THE INTERSECTION OF CHERRY AND
 LA2052'WEST JOHN STREETS IN
 LA2052'THE CITY OF HUNTINGTON.  IT IS A TALL THIN SPIRE ATOP A CLOCK TOWER
 LA2052'WHICH IS ON TOP OF A CONCRETE BLOCK
 LA2052'CHURCH.  THE TOP OF THE SPIRE IS ABOUT 200 FEET ABOVE GROUND
 LA2052'LEVEL.  THE POINT OBSERVED ON WAS THE CROSS ON
 LA2052'TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2533 ***********************************************************************
 ME2533  CBN         -  This is a Cooperative Base Network Control Station.
 ME2533  DESIGNATION -  HURLBURT
 ME2533  PID         -  ME2533
 ME2533  STATE/COUNTY-  IN/PORTER
 ME2533  COUNTRY     -  US
 ME2533  USGS QUAD   -  HEBRON (2019)
 ME2533
 ME2533                         *CURRENT SURVEY CONTROL
 ME2533  ______________________________________________________________________
 ME2533* NAD 83(2011) POSITION- 41 21 51.38611(N) 087 12 00.88911(W)   ADJUSTED
 ME2533* NAD 83(2011) ELLIP HT-   203.089 (meters)        (06/27/12)   ADJUSTED
 ME2533* NAD 83(2011) EPOCH   -  2010.00
 ME2533* NAVD 88 ORTHO HEIGHT -   236.8   (meters)      777.    (feet) GPS OBS
 ME2533  ______________________________________________________________________
 ME2533  NAVD 88 orthometric height was determined with geoid model    GEOID96
 ME2533  GEOID HEIGHT    -        -33.609 (meters)                     GEOID96
 ME2533  GEOID HEIGHT    -        -33.738 (meters)                     GEOID18
 ME2533  NAD 83(2011) X  -    234,170.308 (meters)                     COMP
 ME2533  NAD 83(2011) Y  - -4,788,382.983 (meters)                     COMP
 ME2533  NAD 83(2011) Z  -  4,193,004.855 (meters)                     COMP
 ME2533  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 ME2533
 ME2533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2533  Standards:
 ME2533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2533  -------------------------------------------------------------------
 ME2533  NETWORK    0.82   2.35           0.39   0.25   1.20     -0.05033504
 ME2533  -------------------------------------------------------------------
 ME2533  Click here for local accuracies and other accuracy information.
 ME2533
 ME2533.The horizontal coordinates were established by GPS observations
 ME2533.and adjusted by the National Geodetic Survey in June 2012.
 ME2533
 ME2533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2533.been affixed to the stable North American tectonic plate. See 
 ME2533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2533
 ME2533.The horizontal coordinates are valid at the epoch date displayed above
 ME2533.which is a decimal equivalence of Year/Month/Day.
 ME2533
 ME2533.The orthometric height was determined by GPS observations and a
 ME2533.high-resolution geoid model.
 ME2533
 ME2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2533.GEOID18 height accuracy estimate available here.
 ME2533
 ME2533.Click photographs - Photos may exist for this station.
 ME2533
 ME2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2533
 ME2533.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2533
 ME2533.The ellipsoidal height was determined by GPS observations
 ME2533.and is referenced to NAD 83.
 ME2533
 ME2533. The following values were computed from the NAD 83(2011) position.
 ME2533
 ME2533;                    North         East     Units Scale Factor Converg.
 ME2533;SPC IN W     -   679,018.769   890,218.130   MT  0.99996784   -0 04 38.1
 ME2533;SPC IN W     - 2,227,747.41  2,920,657.31   sFT  0.99996784   -0 04 38.1
 ME2533;UTM  16      - 4,579,215.546   483,251.980   MT  0.99960345   -0 07 56.4
 ME2533
 ME2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2533!SPC IN W     -   0.99996815  x   0.99996784  =   0.99993599
 ME2533!UTM  16      -   0.99996815  x   0.99960345  =   0.99957161
 ME2533
 ME2533:                Primary Azimuth Mark                     Grid Az
 ME2533:SPC IN W     -  HURLBURT AZ MK                           183 09 27.4
 ME2533:UTM  16      -  HURLBURT AZ MK                           183 12 45.7
 ME2533
 ME2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8325179215(NAD 83)
 ME2533
 ME2533|---------------------------------------------------------------------|
 ME2533| PID    Reference Object                     Distance      Geod. Az  |
 ME2533|                                                           dddmmss.s |
 ME2533| ME2522 HEINOLD ELEV CO GRAIN ELEVATOR      APPROX. 8.9 KM 1254054.5 |
 ME2533| CM3706 HURLBURT AZ MK                                     1830449.3 |
 ME2533| CM3707 HURLBURT RM 1                        27.663 METERS 19259     |
 ME2533| CM3708 HURLBURT RM 2                        26.488 METERS 29105     |
 ME2533|---------------------------------------------------------------------|
 ME2533
 ME2533                          SUPERSEDED SURVEY CONTROL
 ME2533
 ME2533  NAD 83(2007)-  41 21 51.38623(N)    087 12 00.89014(W) AD(2002.00) 0
 ME2533  ELLIP H (02/10/07)  203.113  (m)                       GP(2002.00)    
 ME2533  NAD 83(1997)-  41 21 51.38626(N)    087 12 00.89003(W) AD(       ) B
 ME2533  ELLIP H (04/10/98)  203.130  (m)                       GP(       ) 4 1
 ME2533  NAD 83(1986)-  41 21 51.39243(N)    087 12 00.89745(W) AD(       ) 2
 ME2533  NAD 27      -  41 21 51.25370(N)    087 12 00.78300(W) AD(       ) 2
 ME2533
 ME2533.Superseded values are not recommended for survey control.
 ME2533
 ME2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2533.See file dsdata.pdf to determine how the superseded data were derived.
 ME2533
 ME2533_MARKER: DS = TRIANGULATION STATION DISK
 ME2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2533_STAMPING: HURLBURT 1952
 ME2533_MARK LOGO: CGS
 ME2533_PROJECTION: FLUSH
 ME2533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2533+STABILITY: SURFACE MOTION
 ME2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2533+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2021
 ME2533
 ME2533  HISTORY     - Date     Condition        Report By
 ME2533  HISTORY     - 1952     MONUMENTED       CGS
 ME2533  HISTORY     - 19970805 GOOD             SEC
 ME2533  HISTORY     - 19980725 GOOD             WOOLPT
 ME2533  HISTORY     - 20200804 GOOD             IN-089
 ME2533  HISTORY     - 20210408 GOOD             IN-127
 ME2533
 ME2533                          STATION DESCRIPTION
 ME2533
 ME2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2533'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF VALPARAISO AND 3 MILES
 ME2533'NORTH OF HEBRON ON PROPERTY OF MR. RUSSELL STEINHILBER.  IT IS 51 FEET
 ME2533'EAST OF THE CENTER OF STATE HIGHWAY 2, 28 FEET SOUTH OF THE CENTER OF
 ME2533'A DRIVEWAY, 24 FEET SOUTHEAST OF A 24 INCH ASH TREE, 24 FEET EAST OF A
 ME2533'WHITE WITNESS POST AND 22 FEET EAST OF A FENCE.  THE MARK IS FLUSH AND
 ME2533'THE DISK IS STAMPED HURLBURT 1952.
 ME2533'
 ME2533'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF THE HIGHWAY, 4
 ME2533'FEET NORTHWEST OF A 24 INCH ASH TREE AND 1 FOOT EAST OF A FENCE.  THE
 ME2533'MARK IS FLUSH AND THE DISK IS STAMPED HURLBURT NO 1 1952.
 ME2533'
 ME2533'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2533'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2533'IS STAMPED HURLBURT NO 2 1952.
 ME2533'
 ME2533'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF STATE HIGHWAY 2, 3 FEET
 ME2533'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2533'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HURLBURT 1952.
 ME2533'
 ME2533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 8 AT
 ME2533'THE PENNSYLVANIA RAILROAD DEPOT IN HEBRON, GO NORTH ON HIGHWAY 2 FOR
 ME2533'2.7 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF ROAD AS
 ME2533'DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO A FARM DRIVEWAY
 ME2533'ON THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 ME2533'
 ME2533'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2533
 ME2533                          STATION RECOVERY (1997)
 ME2533
 ME2533'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME2533'THE STATION IS LOCATED ABOUT 10.4 MILES (16.7 KM) SOUTHWEST OF
 ME2533'VALPARAISO AND 3.2 MILES (5.1 KM) NORTH OF HEBRON.
 ME2533'
 ME2533'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 8 AND STATE ROAD
 ME2533'2 IN HEBRON, GO NORTH ON STATE ROAD 2 FOR 3.2 MILES (5.1 KM) TO THE
 ME2533'DRIVEWAY OF RUSSELL STEINHLBER.
 ME2533'
 ME2533'THE STATION IS 9.15 METERS (30.02 FT) SOUTH OF THE CENTERLINE OF A
 ME2533'3.50 METER (11.48 FT) ASPHALT DRIVEWAY AND 15.65 METERS (51.35 FT)
 ME2533'EAST OF THE CENTERLINE OF STATE ROAD 2 ON THE PROPERTY OF RUSSEL
 ME2533'STEINHLBER, 483 SOUTH STATE ROAD 2, HEBRON IN 46341, PHONE
 ME2533'219-996-6344.  THE STATION IS SET IN THE TOP OF A SQUARE CONCRETE
 ME2533'MONUMENT FLUSH WITH GROUND, AZIMUTH 127 DEGREES 54.86 METERS (179.99
 ME2533'FT) TO THE SOUTHWEST CORNER OF BARN, AZIMUTH 105 DEGREES 46.07 METERS
 ME2533'(151.15 FT) TO THE NORTHWEST CORNER OF BARN, AZIMUTH 45 DEGREES 41.64
 ME2533'METERS (136.61 FT) TO THE SOUTHWEST CORNER OF THE 1-STORY ADDITION TO
 ME2533'THE STEINHLBER 2-STORY HOUSE, AZIMUTH 348 DEGREES 29.26 METERS
 ME2533'(96.00 FT) TO A POWER POLE AND AZIMUTH 195 DEGREES 27.67 METERS
 ME2533'(90.78 FT) TO HURLBURT RM 1.
 ME2533
 ME2533                          STATION RECOVERY (1998)
 ME2533
 ME2533'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 ME2533'RECOVERED AS DESCRIBED.
 ME2533
 ME2533                          STATION RECOVERY (2020)
 ME2533
 ME2533'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2533'RECOVERED IN GOOD CONDITION.
 ME2533
 ME2533                          STATION RECOVERY (2021)
 ME2533
 ME2533'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2533'TO REACH FROM THE JUNCTION OF STATE ROAD 8 AND STATE ROAD 2 IN HEBRON,
 ME2533'GO NORTH ON STATE ROAD 2 FOR 3.2 MI (5.1 KM) TO THE DRIVEWAY OF RANDY
 ME2533'AND JODI HALL NO. 483 S.R. 2.
 ME2533'
 ME2533'THE STATION IS 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF ASPHALT
 ME2533'DRIVEWAY AND 51.35 FT (15.7 M) EAST OF THE CENTERLINE OF STATE ROAD 2.
 ME2533'THE STATION IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 ME2533'THE GROUND, AZIMUTH 45 DEGREES 136.61 FT (41.6 M) TO THE SOUTHWEST
 ME2533'CORNER OF THE 1 STORY ADDITION TO THE 2 STORY HOUSE, AZIMUTH 195
 ME2533'DEGREES 90.78 FT (27.7 M) TO HURLBURT REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1729 ***********************************************************************
 JA1729  DESIGNATION -  HURSTOWN
 JA1729  PID         -  JA1729
 JA1729  STATE/COUNTY-  IN/HARRISON
 JA1729  COUNTRY     -  US
 JA1729  USGS QUAD   -  CRANDALL (2019)
 JA1729
 JA1729                         *CURRENT SURVEY CONTROL
 JA1729  ______________________________________________________________________
 JA1729* NAD 83(1997) POSITION- 38 16 11.12349(N) 086 06 41.21036(W)   ADJUSTED
 JA1729* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 JA1729  ______________________________________________________________________
 JA1729  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 JA1729  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 JA1729  HORZ ORDER      -  THIRD
 JA1729
 JA1729.The horizontal coordinates were established by classical geodetic methods
 JA1729.and adjusted by the National Geodetic Survey in May 1999.
 JA1729
 JA1729.The orthometric height was scaled from a topographic map.
 JA1729
 JA1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1729.GEOID18 height accuracy estimate available here.
 JA1729
 JA1729.Click photographs - Photos may exist for this station.
 JA1729
 JA1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1729
 JA1729. The following values were computed from the NAD 83(1997) position.
 JA1729
 JA1729;                    North         East     Units Scale Factor Converg.
 JA1729;SPC IN E     -   335,529.311    61,078.562   MT  0.99998532   -0 16 31.7
 JA1729;SPC IN E     - 1,100,815.75    200,388.58   sFT  0.99998532   -0 16 31.7
 JA1729;UTM  16      - 4,236,119.063   577,726.652   MT  0.99967440   +0 33 01.3
 JA1729
 JA1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1729!SPC IN E     -   0.99997308  x   0.99998532  =   0.99995840
 JA1729!UTM  16      -   0.99997308  x   0.99967440  =   0.99964748
 JA1729
 JA1729:                Primary Azimuth Mark                     Grid Az
 JA1729:SPC IN E     -  HURSTOWN AZ MK                           188 17 12.8
 JA1729:UTM  16      -  HURSTOWN AZ MK                           187 27 39.8
 JA1729
 JA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7772636119(NAD 83)
 JA1729
 JA1729|---------------------------------------------------------------------|
 JA1729| PID    Reference Object                     Distance      Geod. Az  |
 JA1729|                                                           dddmmss.s |
 JA1729| CG8063 HURSTOWN RM 1                        27.133 METERS 12752     |
 JA1729| CG8062 HURSTOWN AZ MK                                     1880041.1 |
 JA1729| CG8064 HURSTOWN RM 2                        25.545 METERS 22328     |
 JA1729|---------------------------------------------------------------------|
 JA1729
 JA1729                          SUPERSEDED SURVEY CONTROL
 JA1729
 JA1729  NAD 83(1993)-  38 16 11.12511(N)    086 06 41.21160(W) AD(       ) 3
 JA1729  NAD 83(1986)-  38 16 11.12853(N)    086 06 41.21655(W) AD(       ) 3
 JA1729  NAD 27      -  38 16 10.89200(N)    086 06 41.31900(W) AD(       ) 3
 JA1729
 JA1729.Superseded values are not recommended for survey control.
 JA1729
 JA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1729.See file dsdata.pdf to determine how the superseded data were derived.
 JA1729
 JA1729_MARKER: DS = TRIANGULATION STATION DISK
 JA1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1729_STAMPING: HURSTOWN 1946
 JA1729_MARK LOGO: CGS
 JA1729_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1729+STABILITY: SURFACE MOTION
 JA1729
 JA1729  HISTORY     - Date     Condition        Report By
 JA1729  HISTORY     - 1946     MONUMENTED       CGS
 JA1729  HISTORY     - 1948     MARK NOT FOUND   INHD
 JA1729
 JA1729                          STATION DESCRIPTION
 JA1729
 JA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1729'THE MARKS WERE SET FOR THIS STATION IN 1946 BUT IT WAS NOT OCCUPIED
 JA1729'BY AN OBSERVING PARTY, SO THERE IS NO PREVIOUS DESCRIPTION FOR THE
 JA1729'STATION.
 JA1729'
 JA1729'THE STATION IS 4.8 MILES NORTH FROM THE COURT HOUSE IN CORYDON VIA
 JA1729'STATE HIGHWAY 135, 185 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JA1729'128 FEET EAST OF THE EAST END OF THE HURSTOWN UNITED BRETHREN
 JA1729'CHURCH, 41 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 JA1729'ROAD, AND 7 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 JA1729'6 INCHES, AND THE DISK IS STAMPED HURSTOWN 1946.
 JA1729'
 JA1729'REFERENCE MARK NO. 1 IS 89.02 FEET SOUTHEAST OF THE STATION AND 105
 JA1729'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6
 JA1729'INCHES, AND THE DISK IS STAMPED HURSTOWN NO 1 1946.
 JA1729'
 JA1729'REFERENCE MARK NO. 2 IS 83.81 FEET SOUTHWEST OF THE STATION AND 95
 JA1729'FEET SOUTHEAST OF THE SOUTHEAST CHURCH CORNER.  THE MARK PROJECTS
 JA1729'6 INCHES, AND THE DISK IS STAMPED HURSTOWN NO 2 1946.
 JA1729'
 JA1729'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 22 FEET EAST OF
 JA1729'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH-NORTHEAST OF A WHITE
 JA1729'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JA1729'AZIMUTH 1946 HURSTOWN.
 JA1729'
 JA1729'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1729
 JA1729                          STATION RECOVERY (1948)
 JA1729
 JA1729'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1948
 JA1729'LETTERS OF MR. S. WAGGENER, U.S.C.S., CORYDON, IND., DATED MARCH 20,
 JA1729'1948 AND MR. R.H. HARRELL, DISTRICT ENGR., STATE HIGHWAY COMMISSION
 JA1729'OF INDIANA, SEYMOUR, IND., DATED APRIL 7, 1948--
 JA1729'
 JA1729'REFERENCE MARK NO. 2 HAS BEEN DESTROYED DUE TO HIGHWAY
 JA1729'CONSTRUCTION.
 JA1729'
 JA1729'REFERENCE MARK DISK STAMPED HURSTOWN NO. 2 1946 RECEIVED AT THIS
 JA1729'OFFICE 5/3/48.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2062 ***********************************************************************
 HZ2062  DESIGNATION -  HUTCHINSON
 HZ2062  PID         -  HZ2062
 HZ2062  STATE/COUNTY-  IN/JEFFERSON
 HZ2062  COUNTRY     -  US
 HZ2062  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2062
 HZ2062                         *CURRENT SURVEY CONTROL
 HZ2062  ______________________________________________________________________
 HZ2062* NAD 83(1997) POSITION- 38 47 03.38325(N) 085 23 14.20214(W)   ADJUSTED
 HZ2062* NAVD 88 ORTHO HEIGHT -   278.37  (+/-2cm)      913.3   (feet) VERTCON3
 HZ2062  ______________________________________________________________________
 HZ2062  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 HZ2062  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HZ2062  HORZ ORDER      -  THIRD
 HZ2062  VERT ORDER      -  THIRD ? (See Below)
 HZ2062
 HZ2062.The horizontal coordinates were established by classical geodetic methods
 HZ2062.and adjusted by the National Geodetic Survey in May 1999.
 HZ2062
 HZ2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2062
 HZ2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2062.GEOID18 height accuracy estimate available here.
 HZ2062
 HZ2062.The vertical order pertains to the NGVD 29 superseded value.
 HZ2062
 HZ2062.Click photographs - Photos may exist for this station.
 HZ2062
 HZ2062.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2062
 HZ2062. The following values were computed from the NAD 83(1997) position.
 HZ2062
 HZ2062;                    North         East     Units Scale Factor Converg.
 HZ2062;SPC IN E     -   392,585.585   124,274.935   MT  0.99997392   +0 10 30.0
 HZ2062;SPC IN E     - 1,288,007.87    407,725.35   sFT  0.99997392   +0 10 30.0
 HZ2062;SPC KY1Z     - 1,272,085.484 1,531,517.341   MT  1.00003047   +0 13 21.7
 HZ2062;SPC KY1Z     - 4,173,500.46  5,024,653.14   sFT  1.00003047   +0 13 21.7
 HZ2062;SPC KY N     -   143,163.150   401,187.955   MT  0.99997735   -0 42 26.9
 HZ2062;SPC KY N     -   469,694.43  1,316,230.82   sFT  0.99997735   -0 42 26.9
 HZ2062;UTM  16      - 4,294,072.614   640,075.480   MT  0.99984162   +1 00 37.3
 HZ2062
 HZ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2062!SPC IN E     -   0.99996164  x   0.99997392  =   0.99993557
 HZ2062!SPC KY1Z     -   0.99996164  x   1.00003047  =   0.99999211
 HZ2062!SPC KY N     -   0.99996164  x   0.99997735  =   0.99993900
 HZ2062!UTM  16      -   0.99996164  x   0.99984162  =   0.99980327
 HZ2062
 HZ2062:                Primary Azimuth Mark                     Grid Az
 HZ2062:SPC IN E     -  HUTCHINSON AZ MK                         005 14 01.5
 HZ2062:SPC KY1Z     -  HUTCHINSON AZ MK                         005 11 09.8
 HZ2062:SPC KY N     -  HUTCHINSON AZ MK                         006 06 58.4
 HZ2062:UTM  16      -  HUTCHINSON AZ MK                         004 23 54.2
 HZ2062
 HZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4007594072(NAD 83)
 HZ2062
 HZ2062|---------------------------------------------------------------------|
 HZ2062| PID    Reference Object                     Distance      Geod. Az  |
 HZ2062|                                                           dddmmss.s |
 HZ2062| CG8065 HUTCHINSON AZ MK                                   0052431.5 |
 HZ2062| CG8066 HUTCHINSON RM 1                       6.832 METERS 16636     |
 HZ2062| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 3.0 KM 1793840.4 |
 HZ2062| CG8067 HUTCHINSON RM 2                       9.081 METERS 34634     |
 HZ2062|---------------------------------------------------------------------|
 HZ2062
 HZ2062                          SUPERSEDED SURVEY CONTROL
 HZ2062
 HZ2062  NAD 83(1995)-  38 47 03.38256(N)    085 23 14.20091(W) AD(       ) 3
 HZ2062  NAD 83(1993)-  38 47 03.38269(N)    085 23 14.20166(W) AD(       ) 3
 HZ2062  NAD 83(1986)-  38 47 03.38385(N)    085 23 14.20787(W) AD(       ) 3
 HZ2062  NAD 27      -  38 47 03.17000(N)    085 23 14.36100(W) AD(       ) 3
 HZ2062  NGVD 29             278.52   (m)          913.8    (f) LEVELING    3  
 HZ2062
 HZ2062.Superseded values are not recommended for survey control.
 HZ2062
 HZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2062.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2062
 HZ2062_MARKER: DS = TRIANGULATION STATION DISK
 HZ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2062_STAMPING: HUTCHINSON 1947
 HZ2062_MARK LOGO: CGS
 HZ2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2062+STABILITY: SURFACE MOTION
 HZ2062
 HZ2062  HISTORY     - Date     Condition        Report By
 HZ2062  HISTORY     - 1947     MONUMENTED       CGS
 HZ2062  HISTORY     - 1979     GOOD             NGS
 HZ2062
 HZ2062                          STATION DESCRIPTION
 HZ2062
 HZ2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2062'THE STATION IS LOCATED ABOUT 3 MI.  NORTH OF MADISON AND 0.9 MILE
 HZ2062'NORTH OF THE JUNCTION OF STATE HIGHWAYS 7 AND 29, ON THE
 HZ2062'RIGHT-OF-WAY OF HIGHWAY 29. IT IS 39 FEET WEST OF THE CENTERLINE OF
 HZ2062'HIGHWAY 29, AND 9 FEET EAST OF THE EAST FENCE SURROUNDING MR.
 HZ2062'WILLIAM HUTCHINSONS BARN YARD. THE MARK PROJECTS 1 INCH, AND THE
 HZ2062'DISK IS STAMPED HUTCHINSON 1947.
 HZ2062'
 HZ2062'REFERENCE MARK NO 1 IS 22.42 FEET SOUTH-SOUTHEAST OF THE STATION, SET
 HZ2062'IN A DRILL HOLE IN THE WEST EDGE OF A CULVERT.  IT IS 32 FT. WEST
 HZ2062'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF A TELEPHONE
 HZ2062'POLE, AND 24 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER. THE
 HZ2062'MARK IS FLUSH WITH THE TOP OF THE CULVERT, AND THE DISK IS STAMPED
 HZ2062'HUTCHINSON NO 1 1947.
 HZ2062'
 HZ2062'REFERENCE MARK NO 2 IS 29.83 FEET NORTH-NORTHWEST OF THE STATION, 48
 HZ2062'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTH OF THE
 HZ2062'SOUTHEAST CORNER OF A GARAGE, AND 6 INCHES EAST OF A FENCE. THE MARK
 HZ2062'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HUTCHINSON NO 2
 HZ2062'1947.
 HZ2062'
 HZ2062'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 47 FEET WEST OF
 HZ2062'THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A WITNESS POST,
 HZ2062'AND 2 FEET EAST OF A TELEPHONE POLE. THE MARK PROJECTS 6 INCHES, AND
 HZ2062'THE DISK IS STAMPED HUTCHINSON 1947.
 HZ2062'
 HZ2062'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO NORTH ON
 HZ2062'STATE HIGHWAY 29 FOR 3.6 MILES TO THE STATION ON THE LEFT.
 HZ2062'
 HZ2062'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 29
 HZ2062'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2062'
 HZ2062'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ2062
 HZ2062                          STATION RECOVERY (1979)
 HZ2062
 HZ2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2062'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HZ2062'CONDITION.  THE DISTANCE AND DIRECTION TO RM 1 CHECKED.  RM 2 WAS
 HZ2062'SHORT BY 0.04 FT.  THE ANGLE CHECKED.
 HZ2062'
 HZ2062'THE 1947 DISTANCE IN METERS WERE REVERSED IN THE BOX SCORE OF THE
 HZ2062'DESCRIPTION.  DUE TO THIS AND MANY ROAD CHANGES A NEW DESCRIPTION.
 HZ2062'
 HZ2062'THE STATION ABOUT 3 MILES N OF DOWN TOWN MADISON ON ROAD RIGHT OF
 HZ2062'WAY.  TO REACH FROM THE N EDGE OF MADISON AT THE INTERSECTION OF
 HZ2062'STATE HIGHWAY 62 AND N MICHIGAN ROAD.  GO N ON MICHIGAN ROAD FOR 0.65
 HZ2062'MILE TO THE STATION ON THE LEFT.  CONTINUE AHEAD 0.4 MILE ON THE ROAD
 HZ2062'TO THE AZIMUTH MARK ON THE LEFT.
 HZ2062'
 HZ2062'THE STATION IS 38.5 FT W OF CENTER LINE OF ROAD, 10.4 FT NE OF PHONE
 HZ2062'POLE NO 130, 350 FT S OF CENTER LINE OF HUTCHINSON LANE, 38 FT NE OF
 HZ2062'A CONCRETE RIGHT OF WAY POST, 31 FT SSE OF A METAL WITNESS POST, 7 FT
 HZ2062'WNW OF NW END OF CONCRETE CULVERT, 9.5 FT E OF FENCE, 75 FT S OF SE
 HZ2062'CORNER OF GARAGE, 106 FT S OF TELEPHONE POLE NO 131 AND ACROSS THE
 HZ2062'ROAD FROM THE FAITH LUTHERAN CHURCH.  THE MARK IS UNDERGROUND 2 INCHES
 HZ2062'AND THE DISK STAMPED HUTCHINSON 1947.
 HZ2062'
 HZ2062'RM 1 IS SET IN A DRILL HOLE AT THE W END OF A 3 FOOT LONG CONCRETE
 HZ2062'CULVERT HEADWALL THAT PROJECTS 1 FOOT.  IT IS 32 FT W OF CENTER LINE
 HZ2062'OF ROAD, 23 FT SE OF TELEPHONE POLE NO 130 AND 24 FT NE OF THE RIGHT
 HZ2062'OF WAY POST.  THE DISK IS STAMPED HUTCHINSON NO 1 1947.
 HZ2062'
 HZ2062'RM 2 IS 48 FT W OF CENTER LINE OF ROAD, 46 FT S OF SE CORNER OF THE
 HZ2062'GARAGE, 1 FT S OF A METAL WITNESS POST AND 0.5 FT E OF FENCE.  THE
 HZ2062'MARK IS UNDERGROUND 2 INCHES AND THE DISK STAMPED HUGCHINSON NO 2
 HZ2062'1947.
 HZ2062'
 HZ2062'THE AZIMUTH MARK IS 47 FT W OF CENTER LINE OF THE ROAD, 61 FT N OF
 HZ2062'THE CENTER LINE OF CONCRETE DRIVEWAY, 2 FT E OF TELEPHONE POLE NO 145,
 HZ2062'1.5 FT S OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 HZ2062'DISK STAMPED HUTCHINSON 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0580 ***********************************************************************
 ME0580  DESIGNATION -  HUTTON
 ME0580  PID         -  ME0580
 ME0580  STATE/COUNTY-  IN/PORTER
 ME0580  COUNTRY     -  US
 ME0580  USGS QUAD   -  WANATAH (2019)
 ME0580
 ME0580                         *CURRENT SURVEY CONTROL
 ME0580  ______________________________________________________________________
 ME0580* NAD 83(2011) POSITION- 41 26 38.25020(N) 086 59 34.84537(W)   ADJUSTED
 ME0580* NAD 83(2011) ELLIP HT-   197.272 (meters)        (06/27/12)   ADJUSTED
 ME0580* NAD 83(2011) EPOCH   -  2010.00
 ME0580* NAVD 88 ORTHO HEIGHT -   231.066 (meters)      758.09  (feet) ADJUSTED
 ME0580  ______________________________________________________________________
 ME0580  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 ME0580  NAD 83(2011) X  -    251,180.673 (meters)                     COMP
 ME0580  NAD 83(2011) Y  - -4,781,655.189 (meters)                     COMP
 ME0580  NAD 83(2011) Z  -  4,199,639.200 (meters)                     COMP
 ME0580  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 ME0580  DYNAMIC HEIGHT  -        230.973 (meters)      757.78  (feet) COMP
 ME0580  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0580
 ME0580  VERT ORDER      -  FIRST     CLASS I
 ME0580
 ME0580  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0580  Standards:
 ME0580         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0580            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0580  -------------------------------------------------------------------
 ME0580  NETWORK    0.85   2.21           0.40   0.26   1.13     -0.04426537
 ME0580  -------------------------------------------------------------------
 ME0580  Click here for local accuracies and other accuracy information.
 ME0580
 ME0580.The horizontal coordinates were established by GPS observations
 ME0580.and adjusted by the National Geodetic Survey in June 2012.
 ME0580
 ME0580.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0580.been affixed to the stable North American tectonic plate. See 
 ME0580.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0580
 ME0580.The horizontal coordinates are valid at the epoch date displayed above
 ME0580.which is a decimal equivalence of Year/Month/Day.
 ME0580
 ME0580.The orthometric height was determined by differential leveling and
 ME0580.adjusted by the NATIONAL GEODETIC SURVEY
 ME0580.in June 1991.
 ME0580
 ME0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0580.GEOID18 height accuracy estimate available here.
 ME0580
 ME0580.Click photographs - Photos may exist for this station.
 ME0580
 ME0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0580
 ME0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0580
 ME0580.The ellipsoidal height was determined by GPS observations
 ME0580.and is referenced to NAD 83.
 ME0580
 ME0580.The dynamic height is computed by dividing the NAVD 88
 ME0580.geopotential number by the normal gravity value computed on the
 ME0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0580.degrees latitude (g = 980.6199 gals.).
 ME0580
 ME0580.The modeled gravity was interpolated from observed gravity values.
 ME0580
 ME0580. The following values were computed from the NAD 83(2011) position.
 ME0580
 ME0580;                    North         East     Units Scale Factor Converg.
 ME0580;SPC IN W     -   687,865.711   907,547.682   MT  0.99996737   +0 03 35.2
 ME0580;SPC IN W     - 2,256,772.75  2,977,512.69   sFT  0.99996737   +0 03 35.2
 ME0580;UTM  16      - 4,588,042.584   500,583.690   MT  0.99960000   +0 00 16.6
 ME0580
 ME0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0580!SPC IN W     -   0.99996906  x   0.99996737  =   0.99993643
 ME0580!UTM  16      -   0.99996906  x   0.99960000  =   0.99956907
 ME0580
 ME0580:                Primary Azimuth Mark                     Grid Az
 ME0580:SPC IN W     -  VALPARAISO MUNICIPAL TANK                303 55 32.9
 ME0580:UTM  16      -  VALPARAISO MUNICIPAL TANK                303 58 51.5
 ME0580
 ME0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0058388042(NAD 83)
 ME0580
 ME0580|---------------------------------------------------------------------|
 ME0580| PID    Reference Object                     Distance      Geod. Az  |
 ME0580|                                                           dddmmss.s |
 ME0580| ME0578 HUTTON AZ MK                                       0960652.1 |
 ME0580| ME0579 HUTTON RM 1                           9.638 METERS 12902     |
 ME0580| ME0581 HUTTON RM 2                          10.675 METERS 25230     |
 ME0580| ME2517 VALPARAISO MUNICIPAL TANK           APPROX. 6.6 KM 3035908.1 |
 ME0580|---------------------------------------------------------------------|
 ME0580
 ME0580                          SUPERSEDED SURVEY CONTROL
 ME0580
 ME0580  NAD 83(2007)-  41 26 38.25032(N)    086 59 34.84638(W) AD(2002.00) 0
 ME0580  ELLIP H (02/10/07)  197.294  (m)                       GP(2002.00)    
 ME0580  NAD 83(1997)-  41 26 38.25053(N)    086 59 34.84633(W) AD(       ) B
 ME0580  ELLIP H (03/12/99)  197.303  (m)                       GP(       ) 2 2
 ME0580  NAD 83(1986)-  41 26 38.25604(N)    086 59 34.84814(W) AD(       ) 3
 ME0580  NAD 27      -  41 26 38.11160(N)    086 59 34.75260(W) AD(       ) 3
 ME0580  NAVD 88             231.08   (m)          758.1    (f) LEVELING    3  
 ME0580  NGVD 29 (01/19/93)  231.160  (m)          758.40   (f) ADJUSTED    1 1
 ME0580  NGVD 29 (??/??/92)  231.160  (m)          758.40   (f) SUPERSEDED  1 1
 ME0580  NGVD 29             231.16   (m)          758.4    (f) LEVELING    3  
 ME0580
 ME0580.Superseded values are not recommended for survey control.
 ME0580
 ME0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0580.See file dsdata.pdf to determine how the superseded data were derived.
 ME0580
 ME0580_MARKER: DS = TRIANGULATION STATION DISK
 ME0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0580_STAMPING: HUTTON 1952
 ME0580_MARK LOGO: CGS
 ME0580_PROJECTION: FLUSH
 ME0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0580+STABILITY: SURFACE MOTION
 ME0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0580+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 ME0580
 ME0580  HISTORY     - Date     Condition        Report By
 ME0580  HISTORY     - 1952     MONUMENTED       CGS
 ME0580  HISTORY     - 1968     GOOD             CGS
 ME0580  HISTORY     - 1968     GOOD             CGS
 ME0580  HISTORY     - 1978     GOOD             LOCSUR
 ME0580  HISTORY     - 19920906 GOOD             NGS
 ME0580  HISTORY     - 19980725 GOOD             WOOLPT
 ME0580  HISTORY     - 20080909 GOOD             LFA
 ME0580  HISTORY     - 20210414 GOOD             IN-127
 ME0580
 ME0580                          STATION DESCRIPTION
 ME0580
 ME0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0580'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30 ABOUT 3
 ME0580'MILES EAST OF VALPARAISO.  IT IS 52 FEET NORTH OF THE NORTH RAIL OF
 ME0580'THE PENNSYLVANIA RAILROAD TRACKS, 38 FEET SOUTH OF THE CENTER OF THE
 ME0580'SOUTH LANE OF HIGHWAY 30, 6 FEET WEST OF A POWER POLE AND 6 FEET WEST
 ME0580'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 ME0580'DISK IS STAMPED HUTTON 1952.
 ME0580'
 ME0580'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE CENTER OF THE SOUTH LANE
 ME0580'OF THE HIGHWAY, 39 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 26
 ME0580'FEET SOUTHEAST OF A POWER POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME0580'THE DISK IS STAMPED HUTTON NO 1 1952.
 ME0580'
 ME0580'REFERENCE MARK NO. 2 IS 58 FEET SOUTH OF THE CENTER OF THE SOUTH LANE
 ME0580'OF THE HIGHWAY AND 33 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD.
 ME0580'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HUTTON NO 2
 ME0580'1952.
 ME0580'
 ME0580'AZIMUTH MARK IS 43 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 ME0580'HIGHWAY 30, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 ME0580'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME0580'HUTTON 1952.
 ME0580'
 ME0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME0580'HIGHWAY 49 IN THE SOUTHEAST EDGE OF VALPARAISO, GO EAST ON HIGHWAY 30
 ME0580'FOR 2.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EAST
 ME0580'ON THE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME0580'DESCRIBED.
 ME0580'
 ME0580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME0580
 ME0580                          STATION RECOVERY (1968)
 ME0580
 ME0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0580'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 ME0580'RECOVERED AND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 ME0580
 ME0580                          STATION RECOVERY (1968)
 ME0580
 ME0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0580'4.2 MI E FROM VALPARAISO.
 ME0580'ABOUT 4.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0580'STATION AT VALPARAISO, IN SECTION 33, R 5 W, T 35 N, 0.25 MILE
 ME0580'WEST OF THE CROSSING OF ROAD 400 E, 0.15 MILE EAST OF MILEPOST
 ME0580'420, 52 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 38
 ME0580'FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF U.S.
 ME0580'HIGHWAY 30, 6 FEET WEST OF POWER LINE POLE 420/820, 2 FEET
 ME0580'EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 ME0580'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME0580'GROUND.
 ME0580
 ME0580                          STATION RECOVERY (1978)
 ME0580
 ME0580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0580'RECOVERED IN GOOD CONDITION.
 ME0580
 ME0580                          STATION RECOVERY (1992)
 ME0580
 ME0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0580'3.1 KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0580'STATE HIGHWAY 49 IN VALPARAISO, 15.9 M (52.2 FT) NORTH-NORTHEAST OF
 ME0580'THE NEAR RAIL OF THE CONRAIL RAILROAD, 12.3 M (40.4 FT)
 ME0580'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ME0580'HIGHWAY, 10.8 M (35.4 FT) NORTHEAST OF REFERENCE MARK 2, 10.0 M
 ME0580'(32.8 FT) NORTHWEST OF REFERENCE MARK 1, 1.2 M (3.9 FT) WEST OF
 ME0580'UTILITY POLE NUMBER 420-820, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 ME0580'HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 ME0580'FLUSH WITH THE GROUND SURFACE.
 ME0580
 ME0580                          STATION RECOVERY (1998)
 ME0580
 ME0580'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 ME0580'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 ME0580
 ME0580                          STATION RECOVERY (2008)
 ME0580
 ME0580'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME0580'RECOVERED AS DESCRIBED.
 ME0580
 ME0580                          STATION RECOVERY (2021)
 ME0580
 ME0580'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME0580'1.90 MI (3.06 KM) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0580'STATE HIGHWAY 49 IN VALPARAISO, 52.2 FT (15.9 M) NORTH-NORTHEAST OF
 ME0580'THE NEAR RAIL OF THE CONRAIL RAILROAD, 40.4 FT (12.3 M)
 ME0580'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ME0580'HIGHWAY, 35.4 FT (10.8 M) NORTHEAST OF REFERENCE MARK 2, 32.8 FT (10.0
 ME0580'M) NORTHWEST OF REFERENCE MARK 1, 3.9 FT (1.2 M) WEST OF UTILITY POLE
 ME0580'NUMBER NO. 420 820, 2.6 FT (0.8 M) BELOW THE LEVEL OF THE HIGHWAY, 2.0
 ME0580'FT (0.6 M) EAST OF A WITNESS POST AND THE MONUMENT IS FLUSH WITH THE
 ME0580'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1834 ***********************************************************************
 KA1834  DESIGNATION -  HUTTON
 KA1834  PID         -  KA1834
 KA1834  STATE/COUNTY-  IN/VIGO
 KA1834  COUNTRY     -  US
 KA1834  USGS QUAD   -  PIMENTO (2019)
 KA1834
 KA1834                         *CURRENT SURVEY CONTROL
 KA1834  ______________________________________________________________________
 KA1834* NAD 83(1997) POSITION- 39 19 02.01196(N) 087 29 47.16032(W)   ADJUSTED
 KA1834* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 KA1834  ______________________________________________________________________
 KA1834  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 KA1834  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 KA1834  HORZ ORDER      -  SECOND
 KA1834
 KA1834.The horizontal coordinates were established by classical geodetic methods
 KA1834.and adjusted by the National Geodetic Survey in May 1999.
 KA1834
 KA1834.The orthometric height was scaled from a topographic map.
 KA1834
 KA1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1834.GEOID18 height accuracy estimate available here.
 KA1834
 KA1834.Click photographs - Photos may exist for this station.
 KA1834
 KA1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1834
 KA1834. The following values were computed from the NAD 83(1997) position.
 KA1834
 KA1834;                    North         East     Units Scale Factor Converg.
 KA1834;SPC IN W     -   451,794.397   864,376.093   MT  0.99998229   -0 15 42.3
 KA1834;SPC IN W     - 1,482,262.12  2,835,873.90   sFT  0.99998229   -0 15 42.3
 KA1834;UTM  16      - 4,352,097.873   457,205.463   MT  0.99962255   -0 18 52.4
 KA1834
 KA1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1834!SPC IN W     -   0.99997906  x   0.99998229  =   0.99996135
 KA1834!UTM  16      -   0.99997906  x   0.99962255  =   0.99960162
 KA1834
 KA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5720552097(NAD 83)
 KA1834
 KA1834|---------------------------------------------------------------------|
 KA1834| PID    Reference Object                     Distance      Geod. Az  |
 KA1834|                                                           dddmmss.s |
 KA1834| KA1836 NO 135                              370.112 METERS 00812     |
 KA1834| KA1835 TT 11 D                              34.454 METERS 07608     |
 KA1834| CM3710 HUTTON RM 1                          32.254 METERS 19139     |
 KA1834|---------------------------------------------------------------------|
 KA1834
 KA1834                          SUPERSEDED SURVEY CONTROL
 KA1834
 KA1834  NAD 83(1986)-  39 19 02.01880(N)    087 29 47.15344(W) AD(       ) 2
 KA1834  NAD 27      -  39 19 01.87990(N)    087 29 47.07210(W) AD(       ) 2
 KA1834
 KA1834.Superseded values are not recommended for survey control.
 KA1834
 KA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1834.See file dsdata.pdf to determine how the superseded data were derived.
 KA1834
 KA1834_MARKER: DS = TRIANGULATION STATION DISK
 KA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1834_STAMPING: HUTTON 1947
 KA1834_MARK LOGO: CGS
 KA1834_PROJECTION: FLUSH
 KA1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1834+STABILITY: SURFACE MOTION
 KA1834
 KA1834  HISTORY     - Date     Condition        Report By
 KA1834  HISTORY     - 1947     MONUMENTED       CGS
 KA1834  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1834
 KA1834                          STATION DESCRIPTION
 KA1834
 KA1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1834'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PRAIRIETON IN THE
 KA1834'NORTHEAST CORNER OF A CULTIVATED FIELD, OWNED BY MR.  WILBUR
 KA1834'JONES. IT IS 99 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 KA1834'63 AND A COUNTY ROAD, 61 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KA1834'OF A BLACK TOP ROAD, AND 56 FEET WEST OF THE CENTERLINE OF HIGHWAY
 KA1834'63. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1834'HUTTON 1947.
 KA1834'
 KA1834'REFERENCE MARK NO. 1 IS 105.82 FEET SOUTH OF THE STATION, 134 FEET
 KA1834'SOUTH OF A FENCE CORNER, 32 FEET WEST OF THE CENTERLINE OF
 KA1834'HIGHWAY 63, AND 6 INCHES WEST OF A FENCE. THE MARK PROJECTS 4 INCHES,
 KA1834'AND THE DISK IS STAMPED HUTTON NO 1 1947.
 KA1834'
 KA1834'TT 11D 1938 USGS WAS USED FOR A REFERENCE MARK. A TRAVERSE CONNECTION
 KA1834'WAS MADE FROM HUTTON TO THIS MARK. IT IS 113.04 FEET
 KA1834'EAST-NORTHEAST OF THE STATION IN THE NORTHWEST CORNER OF MR. JONES
 KA1834'LAWN, 47 FEET SOUTHEAST OF THE ABOVE MENTIONED INTERSECTION, AND
 KA1834'32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE
 KA1834'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS A STANDARD
 KA1834'BRONZE USGS DISK STAMPED TT 11D 1938 548.
 KA1834'
 KA1834'U.S.C. AND G.S. AND STATE SURVEY BM 135 C.W.A. WAS USED FOR AN AZIMUTH
 KA1834'MARK FOR THIS STATION. IT IS 0.25 MILE NORTH OF THE STATION AT
 KA1834'THE OPENING IN A FENCE TO A FIELD OWNED BY MR. C. MURPHEY, 83 FEET
 KA1834'NORTHWEST OF THE NORTHWEST CORNER OF MR. MURPHEYS BARN, 31 FEET
 KA1834'EAST OF THE CENTERLINE OF HIGHWAY 63, AND 4 FEET NORTH OF A 12-INCH
 KA1834'CONCRETE POST 4-1/2 FEET HIGH. THE MARK PROJECTS 2 INCHES,
 KA1834'AND THE DISK IS A STANDARD BRONZE USC AND GS AND STATE SURVEY
 KA1834'STAMPED 135.
 KA1834'
 KA1834'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIETON, GO SOUTH ON
 KA1834'STATE HIGHWAY 63 FOR 3.85 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KA1834'CONTINUE SOUTHERLY ON HIGHWAY 63 FOR 0.25 MILE TO THE CROSSROAD AND
 KA1834'THE STATION ON THE RIGHT.
 KA1834'
 KA1834'DESIGNATION OF NGS AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1834'SURVEY.
 KA1834'
 KA1834'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1834
 KA1834                          STATION RECOVERY (2020)
 KA1834
 KA1834'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1834'THE TOP OF THE MARK HAS BROKEN OFF AND THE DISK IS MISSING.  THE
 KA1834'SQUARE CONCRETE REMAINS 16 INCHES (41 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0578 ***********************************************************************
 ME0578  DESIGNATION -  HUTTON AZ MK
 ME0578  PID         -  ME0578
 ME0578  STATE/COUNTY-  IN/PORTER
 ME0578  COUNTRY     -  US
 ME0578  USGS QUAD   -  WANATAH (2019)
 ME0578
 ME0578                         *CURRENT SURVEY CONTROL
 ME0578  ______________________________________________________________________
 ME0578* NAD 83(1986) POSITION- 41 26 37.31   (N) 086 59 23.14   (W)   HD_HELD1
 ME0578* NAVD 88 ORTHO HEIGHT -   232.811 (meters)      763.81  (feet) ADJUSTED
 ME0578  ______________________________________________________________________
 ME0578  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 ME0578  DYNAMIC HEIGHT  -        232.717 (meters)      763.51  (feet) COMP
 ME0578  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 ME0578
 ME0578  VERT ORDER      -  FIRST     CLASS I
 ME0578
 ME0578.The horizontal coordinates were determined by differentially corrected
 ME0578.hand held GPS observations or other comparable positioning techniques
 ME0578.and have an estimated accuracy of +/- 3 meters.
 ME0578
 ME0578.The orthometric height was determined by differential leveling and
 ME0578.adjusted by the NATIONAL GEODETIC SURVEY
 ME0578.in June 1991.
 ME0578
 ME0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0578.GEOID18 height accuracy estimate available here.
 ME0578
 ME0578.Click photographs - Photos may exist for this station.
 ME0578
 ME0578.The dynamic height is computed by dividing the NAVD 88
 ME0578.geopotential number by the normal gravity value computed on the
 ME0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0578.degrees latitude (g = 980.6199 gals.).
 ME0578
 ME0578.The modeled gravity was interpolated from observed gravity values.
 ME0578
 ME0578;                    North         East    Units  Estimated Accuracy
 ME0578;SPC IN W     -   687,837.0     907,819.4     MT  (+/- 3 meters HH1 GPS) 
 ME0578
 ME0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0085588013(NAD 83)
 ME0578
 ME0578                          SUPERSEDED SURVEY CONTROL
 ME0578
 ME0578  NGVD 29 (01/19/93)  232.905  (m)          764.12   (f) ADJUSTED    1 1
 ME0578  NGVD 29 (??/??/92)  232.905  (m)          764.12   (f) SUPERSEDED  1 1
 ME0578
 ME0578.Superseded values are not recommended for survey control.
 ME0578
 ME0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0578.See file dsdata.pdf to determine how the superseded data were derived.
 ME0578
 ME0578_MARKER: DZ = AZIMUTH MARK DISK
 ME0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0578_STAMPING: HUTTON 1952
 ME0578_MARK LOGO: CGS
 ME0578_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0578+STABILITY: SURFACE MOTION
 ME0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0578+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2023
 ME0578
 ME0578  HISTORY     - Date     Condition        Report By
 ME0578  HISTORY     - 1952     MONUMENTED       CGS
 ME0578  HISTORY     - 1968     GOOD             CGS
 ME0578  HISTORY     - 1978     GOOD             LOCSUR
 ME0578  HISTORY     - 19920906 GOOD             NGS
 ME0578  HISTORY     - 20230320 GOOD             IN-127
 ME0578
 ME0578                          STATION DESCRIPTION
 ME0578
 ME0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0578'4.4 MI E FROM VALPARAISO.
 ME0578'ABOUT 4.35 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0578'THE STATION AT VALPARAISO, IN SECTION 33, R 5 W, T 35 N, ALONG
 ME0578'U.S. HIGHWAY 30, 400 FEET WEST OF THE CENTER LINE OF ROAD 400
 ME0578'E, 187 FEET NORTH AND ACROSS U.S. HIGHWAY 30 FROM THE NORTH RAIL
 ME0578'OF THE NORTH TRACK, 43 FEET NORTH OF THE CENTER LINE OF THE
 ME0578'WESTBOUND LANE OF U.S. HIGHWAY 30, 67 FEET EAST OF A CONCRETE
 ME0578'POST HIGHWAY RIGHT-OF-WAY MARKER, 1 1/2 FEET SOUTH OF THE
 ME0578'NORTH RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A METAL WITNESS
 ME0578'POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 ME0578'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 ME0578'GROUND.
 ME0578
 ME0578                          STATION RECOVERY (1978)
 ME0578
 ME0578'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0578'RECOVERED IN GOOD CONDITION.
 ME0578
 ME0578                          STATION RECOVERY (1992)
 ME0578
 ME0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0578'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0578'STATE HIGHWAY 49 IN VALPARAISO, 134.0 M (439.6 FT) WEST OF THE CENTER
 ME0578'OF COUNTY ROAD EAST 400, 20.5 M (67.3 FT) EAST OF A RIGHT-OF-WAY
 ME0578'MARKER, 13.3 M (43.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 ME0578'WESTBOUND LANES OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTH-SOUTHWEST OF
 ME0578'THE CENTER OF A SERVICE ROAD, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE
 ME0578'HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 ME0578'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 ME0578
 ME0578                          STATION RECOVERY (2023)
 ME0578
 ME0578'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0578'2.1 MI (3.4 KM) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0578'STATE HIGHWAY 49 IN VALPARAISO, 439.6 FT (134.0 M) WESTERLY OF THE
 ME0578'CENTER OF COUNTY ROAD 400 EAST, 67.3 FT (20.5 M) EASTERLY OF A
 ME0578'CONCRETE RIGHT-OF-WAY MARKER, 46.3 FT (14.1 M) NORTH-NORTHEAST OF THE
 ME0578'CENTERLINE OF WESTBOUND LANES OF THE HIGHWAY, 21.0 FT (6.4 M)
 ME0578'SOUTHERLY OF THE CENTER OF A SERVICE ROAD (FLETCHER DR.) 0.5 FT (15
 ME0578'CM) NORTH OF A WIRE RIGHT-OF-WAY FENCE, 2.0 FT (0.6 M) EAST OF A METAL
 ME0578'WITNESS SIGN.  THE MONUMENT PROJECTS 0.5 FT (15 CM) ABOVE THE GROUND
 ME0578'SURFACE.  CROSS MARK ON ARROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0579 ***********************************************************************
 ME0579  DESIGNATION -  HUTTON RM 1
 ME0579  PID         -  ME0579
 ME0579  STATE/COUNTY-  IN/PORTER
 ME0579  COUNTRY     -  US
 ME0579  USGS QUAD   -  WANATAH (2019)
 ME0579
 ME0579                         *CURRENT SURVEY CONTROL
 ME0579  ______________________________________________________________________
 ME0579* NAD 83(1986) POSITION- 41 26 38.05   (N) 086 59 34.52   (W)   HD_HELD1
 ME0579* NAVD 88 ORTHO HEIGHT -   231.845 (meters)      760.64  (feet) ADJUSTED
 ME0579  ______________________________________________________________________
 ME0579  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 ME0579  DYNAMIC HEIGHT  -        231.751 (meters)      760.34  (feet) COMP
 ME0579  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0579
 ME0579  VERT ORDER      -  FIRST     CLASS I
 ME0579
 ME0579.The horizontal coordinates were determined by differentially corrected
 ME0579.hand held GPS observations or other comparable positioning techniques
 ME0579.and have an estimated accuracy of +/- 3 meters.
 ME0579
 ME0579.The orthometric height was determined by differential leveling and
 ME0579.adjusted by the NATIONAL GEODETIC SURVEY
 ME0579.in April 1995.
 ME0579
 ME0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0579.GEOID18 height accuracy estimate available here.
 ME0579
 ME0579.Click photographs - Photos may exist for this station.
 ME0579
 ME0579.The dynamic height is computed by dividing the NAVD 88
 ME0579.geopotential number by the normal gravity value computed on the
 ME0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0579.degrees latitude (g = 980.6199 gals.).
 ME0579
 ME0579.The modeled gravity was interpolated from observed gravity values.
 ME0579
 ME0579;                    North         East    Units  Estimated Accuracy
 ME0579;SPC IN W     -   687,859.5     907,555.2     MT  (+/- 3 meters HH1 GPS) 
 ME0579
 ME0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0059188036(NAD 83)
 ME0579
 ME0579                          SUPERSEDED SURVEY CONTROL
 ME0579
 ME0579  NAVD 88 (06/15/91)  231.848  (m)          760.65   (f) SUPERSEDED  1 1
 ME0579  NGVD 29 (01/19/93)  231.943  (m)          760.97   (f) ADJUSTED    1 1
 ME0579  NGVD 29 (??/??/92)  231.943  (m)          760.97   (f) SUPERSEDED  1 1
 ME0579
 ME0579.Superseded values are not recommended for survey control.
 ME0579
 ME0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0579.See file dsdata.pdf to determine how the superseded data were derived.
 ME0579
 ME0579_MARKER: DR = REFERENCE MARK DISK
 ME0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0579_STAMPING: HUTTON NO 1 1952
 ME0579_MARK LOGO: CGS
 ME0579_PROJECTION: FLUSH
 ME0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0579+STABILITY: SURFACE MOTION
 ME0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0579+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003
 ME0579
 ME0579  HISTORY     - Date     Condition        Report By
 ME0579  HISTORY     - 1952     MONUMENTED       CGS
 ME0579  HISTORY     - 1968     GOOD             CGS
 ME0579  HISTORY     - 1978     GOOD             LOCSUR
 ME0579  HISTORY     - 19920906 GOOD             NGS
 ME0579  HISTORY     - 20031023 GOOD             IN-127
 ME0579
 ME0579                          STATION DESCRIPTION
 ME0579
 ME0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0579'4.2 MI E FROM VALPARAISO.
 ME0579'ABOUT 4.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0579'STATION AT VALPARISO, IN SECTION 33, R 5 W, T 35 N, 31.6 FEET
 ME0579'SOUTHEAST OF THE STATION MARK DESCRIBED, 39 FEET NORTH OF THE
 ME0579'NORTH RAIL OF THE NORTH TRACK, 52 FEET SOUTH OF THE CENTER
 ME0579'LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 26 FEET SOUTHEAST
 ME0579'OF POWER LINE POLE NO. 420/820, ABOUT LEVEL WITH THE HIGHWAY,
 ME0579'1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0579'CONCRETE POST FLUSH WITH THE GROUND.
 ME0579
 ME0579                          STATION RECOVERY (1978)
 ME0579
 ME0579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0579'RECOVERED IN GOOD CONDITION.
 ME0579
 ME0579                          STATION RECOVERY (1992)
 ME0579
 ME0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0579'3.1 KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0579'STATE HIGHWAY 49 IN VALPARAISO, 16.3 M (53.5 FT) NORTH-NORTHEAST OF
 ME0579'THE NEAR RAIL OF THE CONRAIL RAILROAD, 16.1 M (52.8 FT)
 ME0579'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ME0579'HIGHWAY, 10.0 M (32.8 FT) SOUTHEAST OF TRIANGULATION STATION HUTTON,
 ME0579'0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 ME0579'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 ME0579'ABOVE THE GROUND SURFACE.
 ME0579
 ME0579                          STATION RECOVERY (2003)
 ME0579
 ME0579'RECOVERY NOTE BY PORTER COUNTY INDIANA 2003 (WEE)
 ME0579'1.90 MI (3.06 KM) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0579'STATE HIGHWAY 49 IN VALPARAISO, 53.5 FT (16.3 M) NORTH-NORTHEAST OF
 ME0579'THE NORTH RAIL OF THE CONRAIL RAILROAD, 52.8 FT (16.1 M)
 ME0579'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ME0579'HIGHWAY, 32.80 FT (10.0 M) SOUTHEAST OF TRIANGULATION STATION HUTTON,
 ME0579'60.08 FT (18.3 M) EASTERLY OF REFERENCE MARK 2, 1 FT (0.3 M) BELOW THE
 ME0579'LEVEL OF THE HIGHWAY.  THE MONUMENT IS FLUSH WITH THE GROUND SURFACE
 ME0579'AND MEASURED TO THE CROSS MARK IN ARROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0581 ***********************************************************************
 ME0581  DESIGNATION -  HUTTON RM 2
 ME0581  PID         -  ME0581
 ME0581  STATE/COUNTY-  IN/PORTER
 ME0581  COUNTRY     -  US
 ME0581  USGS QUAD   -  WANATAH (2019)
 ME0581
 ME0581                         *CURRENT SURVEY CONTROL
 ME0581  ______________________________________________________________________
 ME0581* NAD 83(1986) POSITION- 41 26 38.15   (N) 086 59 35.28   (W)   HD_HELD1
 ME0581* NAVD 88 ORTHO HEIGHT -   231.053 (meters)      758.05  (feet) ADJUSTED
 ME0581  ______________________________________________________________________
 ME0581  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 ME0581  DYNAMIC HEIGHT  -        230.960 (meters)      757.74  (feet) COMP
 ME0581  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0581
 ME0581  VERT ORDER      -  FIRST     CLASS I
 ME0581
 ME0581.The horizontal coordinates were determined by differentially corrected
 ME0581.hand held GPS observations or other comparable positioning techniques
 ME0581.and have an estimated accuracy of +/- 3 meters.
 ME0581
 ME0581.The orthometric height was determined by differential leveling and
 ME0581.adjusted by the NATIONAL GEODETIC SURVEY
 ME0581.in June 1991.
 ME0581
 ME0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0581.GEOID18 height accuracy estimate available here.
 ME0581
 ME0581.Click photographs - Photos may exist for this station.
 ME0581
 ME0581.The dynamic height is computed by dividing the NAVD 88
 ME0581.geopotential number by the normal gravity value computed on the
 ME0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0581.degrees latitude (g = 980.6199 gals.).
 ME0581
 ME0581.The modeled gravity was interpolated from observed gravity values.
 ME0581
 ME0581;                    North         East    Units  Estimated Accuracy
 ME0581;SPC IN W     -   687,862.6     907,537.6     MT  (+/- 3 meters HH1 GPS) 
 ME0581
 ME0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0057388039(NAD 83)
 ME0581
 ME0581                          SUPERSEDED SURVEY CONTROL
 ME0581
 ME0581  NGVD 29 (01/19/93)  231.148  (m)          758.36   (f) ADJUSTED    1 1
 ME0581  NGVD 29 (??/??/92)  231.148  (m)          758.36   (f) SUPERSEDED  1 1
 ME0581
 ME0581.Superseded values are not recommended for survey control.
 ME0581
 ME0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0581.See file dsdata.pdf to determine how the superseded data were derived.
 ME0581
 ME0581_MARKER: DR = REFERENCE MARK DISK
 ME0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0581_STAMPING: HUTTON NO 2 1952
 ME0581_MARK LOGO: CGS
 ME0581_PROJECTION: RECESSED 15 CENTIMETERS
 ME0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0581+STABILITY: SURFACE MOTION
 ME0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0581+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2023
 ME0581
 ME0581  HISTORY     - Date     Condition        Report By
 ME0581  HISTORY     - 1952     MONUMENTED       CGS
 ME0581  HISTORY     - 1968     GOOD             CGS
 ME0581  HISTORY     - 1978     GOOD             LOCSUR
 ME0581  HISTORY     - 19920906 GOOD             NGS
 ME0581  HISTORY     - 20230310 GOOD             IN-127
 ME0581
 ME0581                          STATION DESCRIPTION
 ME0581
 ME0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0581'4.2 MI E FROM VALPARAISO.
 ME0581'ABOUT 4.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0581'STATION AT VALPARAISO, IN SECTION 33, R 5 W, T 35 N, 35.0
 ME0581'FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 58 FEET SOUTH OF
 ME0581'THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 33
 ME0581'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 39 FEET SOUTHWEST
 ME0581'OF POWER LINE POLE 420/820, 58.7 FEET WEST OF RM NO. 1, ABOUT
 ME0581'LEVEL WITH THE TRACK, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 ME0581'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0581
 ME0581                          STATION RECOVERY (1978)
 ME0581
 ME0581'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0581'RECOVERED IN GOOD CONDITION.
 ME0581
 ME0581                          STATION RECOVERY (1992)
 ME0581
 ME0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0581'3.1 KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0581'STATE HIGHWAY 49 IN VALPARAISO, 18.0 M (59.1 FT) SOUTH-SOUTHWEST OF
 ME0581'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 14.1 M
 ME0581'(46.3 FT) NORTH-NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD,
 ME0581'10.8 M (35.4 FT) SOUTHWEST OF TRIANGULATION STATION HUTTON, 0.4 M
 ME0581'(1.3 FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 ME0581'THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 ME0581'GROUND SURFACE.
 ME0581
 ME0581                          STATION RECOVERY (2023)
 ME0581
 ME0581'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0581'1.90 MI (3.06 KM) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0581'STATE HIGHWAY 49 IN VALPARAISO, 46.3 FT (14.1 M) NORTH-NORTHEAST OF
 ME0581'THE NORTH RAIL OF THE CONRAIL RAILROAD, 59.1 FT (18.0 M)
 ME0581'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ME0581'HIGHWAY, 35.40 FT (10.8 M) SOUTHWEST OF TRIANGULATION STATION HUTTON,
 ME0581'60.08 FT (18.3 M) WESTERLY OF REFERENCE MARK 1, 1.3 FT (0.4 M) BELOW
 ME0581'THE LEVEL OF THE HIGHWAY.  THE MONUMENT IS 0.5 FT (15 CM) BELOW THE
 ME0581'GROUND SURFACE.  MEASURED AT THE CROSS MARK IN ARROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1801 ***********************************************************************
 KA1801  DESIGNATION -  HYMERA
 KA1801  PID         -  KA1801
 KA1801  STATE/COUNTY-  IN/SULLIVAN
 KA1801  COUNTRY     -  US
 KA1801  USGS QUAD   -  HYMERA (2019)
 KA1801
 KA1801                         *CURRENT SURVEY CONTROL
 KA1801  ______________________________________________________________________
 KA1801* NAD 83(1997) POSITION- 39 11 15.93868(N) 087 18 06.22953(W)   ADJUSTED
 KA1801* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 KA1801  ______________________________________________________________________
 KA1801  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KA1801  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 KA1801  HORZ ORDER      -  THIRD
 KA1801
 KA1801.The horizontal coordinates were established by classical geodetic methods
 KA1801.and adjusted by the National Geodetic Survey in May 1999.
 KA1801
 KA1801.The orthometric height was scaled from a topographic map.
 KA1801
 KA1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1801.GEOID18 height accuracy estimate available here.
 KA1801
 KA1801.Click photographs - Photos may exist for this station.
 KA1801
 KA1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1801
 KA1801. The following values were computed from the NAD 83(1997) position.
 KA1801
 KA1801;                    North         East     Units Scale Factor Converg.
 KA1801;SPC IN W     -   437,363.005   881,131.769   MT  0.99997105   -0 08 16.8
 KA1801;SPC IN W     - 1,434,915.13  2,890,846.48   sFT  0.99997105   -0 08 16.8
 KA1801;UTM  16      - 4,337,656.286   473,941.803   MT  0.99960836   -0 11 26.4
 KA1801
 KA1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1801!SPC IN W     -   0.99998001  x   0.99997105  =   0.99995106
 KA1801!UTM  16      -   0.99998001  x   0.99960836  =   0.99958838
 KA1801
 KA1801:                Primary Azimuth Mark                     Grid Az
 KA1801:SPC IN W     -  HYMERA AZ MK                             176 25 52.7
 KA1801:UTM  16      -  HYMERA AZ MK                             176 29 02.3
 KA1801
 KA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7394137656(NAD 83)
 KA1801
 KA1801|---------------------------------------------------------------------|
 KA1801| PID    Reference Object                     Distance      Geod. Az  |
 KA1801|                                                           dddmmss.s |
 KA1801| CM3712 HYMERA RM 1                          32.111 METERS 08156     |
 KA1801| KA1802 T 3                                  49.443 METERS 17336     |
 KA1801| CM3711 HYMERA AZ MK                                       1761735.9 |
 KA1801| KA1810 SHELBURN MUNICIPAL TANK             APPROX. 8.1 KM 2612544.8 |
 KA1801| CM3713 HYMERA RM 2                          30.367 METERS 32537     |
 KA1801|---------------------------------------------------------------------|
 KA1801
 KA1801                          SUPERSEDED SURVEY CONTROL
 KA1801
 KA1801  NAD 83(1986)-  39 11 15.94510(N)    087 18 06.22405(W) AD(       ) 3
 KA1801  NAD 27      -  39 11 15.79530(N)    087 18 06.16590(W) AD(       ) 3
 KA1801
 KA1801.Superseded values are not recommended for survey control.
 KA1801
 KA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1801.See file dsdata.pdf to determine how the superseded data were derived.
 KA1801
 KA1801_MARKER: DS = TRIANGULATION STATION DISK
 KA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1801_STAMPING: HYMERA 1947
 KA1801_MARK LOGO: CGS
 KA1801_PROJECTION: FLUSH
 KA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1801+STABILITY: SURFACE MOTION
 KA1801
 KA1801  HISTORY     - Date     Condition        Report By
 KA1801  HISTORY     - 1947     MONUMENTED       CGS
 KA1801  HISTORY     - 1972     GOOD             LOCENG
 KA1801  HISTORY     - 1973     GOOD             NGS
 KA1801
 KA1801                          STATION DESCRIPTION
 KA1801
 KA1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1801'THE STATION IS LOCATED ABONG THE EASTERN EDGE OF THE HYMERA GRADE
 KA1801'SCHOOL YARD IN HYMERA, 60 FEET NORTH OF THE NORTHEAST
 KA1801'CORNER OF THE SCHOOL BUILDING AND 48 FEET WEST OF THE APPROXIMATE
 KA1801'CENTERLINE OF STATE STREET. THE MARK IS F FLUSH WITH THE GROUND,
 KA1801'AND THE DISK IS STAMPED HYMERA 1947.
 KA1801'
 KA1801'REFERENCE MARK NO. 1 IS 105.40 FEET EAST OF THE STATION, 63 FEET EAST
 KA1801'OF STATE STREET AND 6 FEET SOUTH OF A DRIVEWAY.  . THE MARK IS
 KA1801'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HYMERS NO 1 1947.
 KA1801'
 KA1801'REFERENCE MARK NO 2 IS 99.66 FEET NORTHWEST OF THE STATION, 140 FEET
 KA1801'NORTH OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, AND 100
 KA1801'FEET EAST OF THE CENTERLINE OF STATE STREET. THE MARK IS FLUSH WITH
 KA1801'THE GROUND AND THE DISK IS STAMPED HYMERA NO 2 1947.
 KA1801'
 KA1801'THE AZIMUTH MARK IS 0.50 MILE SOUTH OF THE STATION, IN THE NORTWEST
 KA1801'CORNER OF THE 2ND BAPTIST CHURCH YARD, 23 FEET EAST OF THE
 KA1801'CENTERLINE OF STATE STREET, AND 21 FEET NORTHWEST OF THE NORTHWEST
 KA1801'CORNER OF THE CHURCH. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1801'THE DISK IS STAMPED HYMERA 1947.
 KA1801'
 KA1801'A TRAVERSE CONNECTION WAS MADE FROM STATION HYMERA TO T 3 1939-USGS-.
 KA1801'IT IS 49.443 METERS -162.21 FEET- SOUTH OF TRIANGULATION
 KA1801'STATION HYMERA.
 KA1801'
 KA1801'TO REACH THE STATION FROM THE POST OFFICE IN HYMERA, GO EAST ON
 KA1801'HIGHWAY 48 FOR 1 BLOCK TO STATE STREET, HERE TURN LEFT AND GO
 KA1801'1 BLOCK TO THE HYMERA GRADE SCHOOL AND STATION AS DESCRIBED.
 KA1801'
 KA1801'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE STREET FOR
 KA1801'0.5 MILE TO THE 2ND BAPTIST CHURCH AND AZIMUTH MARK AS
 KA1801'DESCRIBED.
 KA1801'HEIGHT OF LIGHT ABOVE
 KA1801'STATION MARK 30 METERS.
 KA1801
 KA1801                          STATION RECOVERY (1972)
 KA1801
 KA1801'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (RB)
 KA1801'HYMERA 1947 RECOVERED IN EXCELLANT CONDITION.
 KA1801'
 KA1801'RM. NO. 1 RECOVERED EXCELLENT.
 KA1801'
 KA1801'RM. NO. 2 NOT RECOVERED - PROBABLY DESTROYED SOME RECENT GRADING IN
 KA1801'AREA.
 KA1801'
 KA1801'AZIMUTH MARK RECOVERED IN EXCELLANT CONDITION.
 KA1801'
 KA1801'GRADE SCHOOL IS GONE.  NEW TWO STY. MASONIC LODGE ON SAME SITE.  NEW
 KA1801'DESCRIPTION FOLLOWS--STA. IS 98 FEET N.N.E. OF N.E. CORNER MASONIC
 KA1801'LODGE, 40.2 FEET S.E. OF MST. S.W. OF TWO LARGE MAPLE TREES IN OLD
 KA1801'SCHOOL YARD, 38.3 FEET N.W. OF POWER POLE WITH TRANSFORMER, AND
 KA1801'44 FEET W. C.L. STATE ST.
 KA1801
 KA1801                          STATION RECOVERY (1973)
 KA1801
 KA1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KA1801'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 REPORTED
 KA1801'AS NOT FOUND BUT WAS FOUND TO BE COVERED BY FILL.  THE DISTANCE AND
 KA1801'DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE TO REFERENCE
 KA1801'MARK 1 WAS FOUND TO BE IN ERROR BY .05 OF A FOOT AND IN DIRECTION
 KA1801'BY 2 MINUTES.  THE DISTANCE AND DIRECTION TO T 3 1939 (USGS)
 KA1801'CHECKED.  THE DISTANCE TO THE AZIMUTH MARK WAS FOUND TO BE 0.25
 KA1801'MILE INSTEAD OF 0.5 MILE FROM THE STATION.  THE SCHOOL HAS BEEN
 KA1801'TORN DOWN.  A NEW DESCRIPTION FOLLOWS--
 KA1801'
 KA1801'THE STATION IS LOCATED AT THE NORTH EDGE OF HYMERA, ON THE GROUNDS
 KA1801'OF A MASONIC LODGE, 38 FEET NORTHWEST OF A POWER POLE, 39 FEET
 KA1801'SOUTHEAST OF THE SOUTHWEST 1 OF 2 MAPLE TREES (36 INCH), 43 FEET
 KA1801'WEST OF THE CENTERLINE OF STATE ST., 188 FEET NORTH OF THE
 KA1801'CENTERLINE OF BECKETT ST., 110 FEET NORTH OF THE NORTH EDGE OF
 KA1801'SIDEWALK TO EAST ENTRANCE TO THE LODGE, 1 FOOT SOUTH OF A METAL
 KA1801'WITNESS POST AND 98 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KA1801'THE LODGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HYMERA
 KA1801'1947.
 KA1801'
 KA1801'REFERENCE MARK 1 IS 8 FEET NORTH OF A 30 INCH MAPLE TREE, 8 FEET
 KA1801'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 29 FEET NORTHEAST OF THE
 KA1801'NORTHWEST CORNER OF A HOUSE AND 62 FEET WEST OF THE CENTERLINE OF
 KA1801'STATE ST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HYMERA NO
 KA1801'1 1947.
 KA1801'
 KA1801'REFERENCE MARK 2 IS 57 FEET NORTHWEST OF THE SOUTHWEST MAPLE TREE,
 KA1801'97 FEET SOUTHWEST OF A POWER POLE, 99 FEET WEST OF THE CENTERLINE OF
 KA1801'THE STREET AND 53 FEET NORTHWEST OF THE NORTHEAST MAPLE.  THE
 KA1801'MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED HYMERA
 KA1801'NO 2 1947.
 KA1801'
 KA1801'T 3 1939 (USGS) IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP
 KA1801'OF A 6 X 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND, 51 FEET
 KA1801'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LODGE, 10 FEET SOUTHEAST
 KA1801'OF A 24 INCH MAPLE TREE, 25 FEET WEST OF THE CENTERLINE OF STATE
 KA1801'ST. AND 26 FEET NORTH OF THE CENTERLINE OF BECKETT ST.
 KA1801'
 KA1801'THE AZIMUTH MARK IS 0.25 MILE SOUTH ALONG STATE ST. FROM THE
 KA1801'STATION, 23 FEET EAST OF THE CENTERLINE OF STATE ST., 17 FEET SOUTH
 KA1801'OF THE CENTERLINE OF WRIGHT ST., 7 FEET EAST OF A STREET LIGHT POLE
 KA1801'AND 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HYMERA
 KA1801'SOUTHERN BAPTIST CHURCH.  THE MONUMENT IS FLUSH AND THE DISK IS
 KA1801'STAMPED HYMERA 1947.
 KA1801'
 KA1801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HYMERA.
 KA1801'
 KA1801'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1812 ***********************************************************************
 JZ1812  DESIGNATION -  I 1
 JZ1812  PID         -  JZ1812
 JZ1812  STATE/COUNTY-  IN/DEARBORN
 JZ1812  COUNTRY     -  US
 JZ1812  USGS QUAD   -  SUNMAN (2019)
 JZ1812
 JZ1812                         *CURRENT SURVEY CONTROL
 JZ1812  ______________________________________________________________________
 JZ1812* NAD 83(1986) POSITION- 39 13 08.     (N) 085 02 47.     (W)   SCALED
 JZ1812* NAVD 88 ORTHO HEIGHT -   283.775 (meters)      931.02  (feet) ADJUSTED
 JZ1812  ______________________________________________________________________
 JZ1812  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 JZ1812  DYNAMIC HEIGHT  -        283.596 (meters)      930.43  (feet) COMP
 JZ1812  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 JZ1812
 JZ1812  VERT ORDER      -  FIRST     CLASS II
 JZ1812
 JZ1812.The horizontal coordinates were scaled from a map and have
 JZ1812.an estimated accuracy of +/- 6 seconds.
 JZ1812
 JZ1812.The orthometric height was determined by differential leveling and
 JZ1812.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1812.in June 1991.
 JZ1812
 JZ1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1812.GEOID18 height accuracy estimate available here.
 JZ1812
 JZ1812.Click photographs - Photos may exist for this station.
 JZ1812
 JZ1812.The dynamic height is computed by dividing the NAVD 88
 JZ1812.geopotential number by the normal gravity value computed on the
 JZ1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1812.degrees latitude (g = 980.6199 gals.).
 JZ1812
 JZ1812.The modeled gravity was interpolated from observed gravity values.
 JZ1812
 JZ1812;                    North         East    Units  Estimated Accuracy
 JZ1812;SPC IN E     -   440,980.      153,570.      MT  (+/- 180 meters Scaled)
 JZ1812
 JZ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ686428(NAD 83)
 JZ1812
 JZ1812                          SUPERSEDED SURVEY CONTROL
 JZ1812
 JZ1812  NGVD 29 (??/??/92)  283.946  (m)          931.58   (f) ADJ UNCH    1 2
 JZ1812
 JZ1812.Superseded values are not recommended for survey control.
 JZ1812
 JZ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1812.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1812
 JZ1812_MARKER: DB = BENCH MARK DISK
 JZ1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1812_SP_SET: BRIDGE
 JZ1812_STAMPING: I 1
 JZ1812_MARK LOGO: CGS
 JZ1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1812
 JZ1812  HISTORY     - Date     Condition        Report By
 JZ1812  HISTORY     - 1917     MONUMENTED       CGS
 JZ1812  HISTORY     - 1947     GOOD             CGS
 JZ1812  HISTORY     - 1986     GOOD             NGS
 JZ1812
 JZ1812                          STATION DESCRIPTION
 JZ1812
 JZ1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1812'AT WEISBURG.
 JZ1812'AT WEISBURG, ABOUT 200 YARDS NORTHWEST ALONG THE NEW YORK
 JZ1812'CENTRAL RAILROAD FROM THE STATION, AT BRIDGE NO. 264, SET IN THE
 JZ1812'TOP OF THE NORTH WINGWALL AT THE SOUTHEAST END OF THE BRIDGE,
 JZ1812'17.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.4 FEET SOUTH OF THE
 JZ1812'NORTH END OF THE WING WALL AND ABOUT 3.5 FEET BELOW THE TRACK.
 JZ1812'NOTE-- MARK WAS FOUND UN-STAMPED AND STAMPED AS ABOVE BY THIS
 JZ1812'PARTY IN 1947.
 JZ1812
 JZ1812                          STATION RECOVERY (1986)
 JZ1812
 JZ1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1608 ***********************************************************************
 LA1608  DESIGNATION -  I 5 RESET
 LA1608  PID         -  LA1608
 LA1608  STATE/COUNTY-  IN/GRANT
 LA1608  COUNTRY     -  US
 LA1608  USGS QUAD   -  MARION (2019)
 LA1608
 LA1608                         *CURRENT SURVEY CONTROL
 LA1608  ______________________________________________________________________
 LA1608* NAD 83(1986) POSITION- 40 33 29.     (N) 085 39 33.     (W)   SCALED
 LA1608* NAVD 88 ORTHO HEIGHT -   247.77  (+/-2cm)      812.9   (feet) VERTCON3
 LA1608  ______________________________________________________________________
 LA1608  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 LA1608  VERT ORDER      -  THIRD (See Below)
 LA1608
 LA1608.The horizontal coordinates were scaled from a map and have
 LA1608.an estimated accuracy of +/- 6 seconds.
 LA1608
 LA1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1608
 LA1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1608.GEOID18 height accuracy estimate available here.
 LA1608
 LA1608.The vertical order pertains to the NGVD 29 superseded value.
 LA1608
 LA1608.Click photographs - Photos may exist for this station.
 LA1608
 LA1608;                    North         East    Units  Estimated Accuracy
 LA1608;SPC IN E     -   589,480.      100,640.      MT  (+/- 180 meters Scaled)
 LA1608
 LA1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135905(NAD 83)
 LA1608
 LA1608                          SUPERSEDED SURVEY CONTROL
 LA1608
 LA1608  NGVD 29 (??/??/??)  247.89   (m)          813.3    (f) RESET       3  
 LA1608
 LA1608.Superseded values are not recommended for survey control.
 LA1608
 LA1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1608.See file dsdata.pdf to determine how the superseded data were derived.
 LA1608
 LA1608_MARKER: DB = BENCH MARK DISK
 LA1608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1608_SP_SET: BUILDING WALL
 LA1608_STAMPING: I 5 RESET 1962
 LA1608_MARK LOGO: CGS
 LA1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1608
 LA1608  HISTORY     - Date     Condition        Report By
 LA1608  HISTORY     - 1962     MONUMENTED       CGS
 LA1608
 LA1608                          STATION DESCRIPTION
 LA1608
 LA1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA1608'IN MARION.
 LA1608'16 FT. SOUTH OF W. ENTRANCE OF COURTHOUSE, SET VERTICALLY IN W.
 LA1608'WALL OF COURTHOUSE AND 0.7 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0992 ***********************************************************************
 ME0992  DESIGNATION -  I 6
 ME0992  PID         -  ME0992
 ME0992  STATE/COUNTY-  IN/LAKE
 ME0992  COUNTRY     -  US
 ME0992  USGS QUAD   -  GARY (2019)
 ME0992
 ME0992                         *CURRENT SURVEY CONTROL
 ME0992  ______________________________________________________________________
 ME0992* NAD 83(1986) POSITION- 41 33 27.     (N) 087 17 40.     (W)   SCALED
 ME0992* NAVD 88 ORTHO HEIGHT -   190.368 (meters)      624.57  (feet) ADJUSTED
 ME0992  ______________________________________________________________________
 ME0992  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME0992  DYNAMIC HEIGHT  -        190.296 (meters)      624.33  (feet) COMP
 ME0992  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 ME0992
 ME0992  VERT ORDER      -  FIRST     CLASS II
 ME0992
 ME0992.The horizontal coordinates were scaled from a map and have
 ME0992.an estimated accuracy of +/- 6 seconds.
 ME0992
 ME0992.The orthometric height was determined by differential leveling and
 ME0992.adjusted by the NATIONAL GEODETIC SURVEY
 ME0992.in June 1991.
 ME0992
 ME0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0992.GEOID18 height accuracy estimate available here.
 ME0992
 ME0992.Click photographs - Photos may exist for this station.
 ME0992
 ME0992.The dynamic height is computed by dividing the NAVD 88
 ME0992.geopotential number by the normal gravity value computed on the
 ME0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0992.degrees latitude (g = 980.6199 gals.).
 ME0992
 ME0992.The modeled gravity was interpolated from observed gravity values.
 ME0992
 ME0992;                    North         East    Units  Estimated Accuracy
 ME0992;SPC IN W     -   700,490.      882,390.      MT  (+/- 180 meters Scaled)
 ME0992
 ME0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM754006(NAD 83)
 ME0992
 ME0992                          SUPERSEDED SURVEY CONTROL
 ME0992
 ME0992  NGVD 29 (??/??/92)  190.469  (m)          624.90   (f) ADJ UNCH    1 2
 ME0992
 ME0992.Superseded values are not recommended for survey control.
 ME0992
 ME0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0992.See file dsdata.pdf to determine how the superseded data were derived.
 ME0992
 ME0992_MARKER: DB = BENCH MARK DISK
 ME0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0992_STAMPING: I 6 ELEV 624.897 FT
 ME0992_MARK LOGO: CGS
 ME0992_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0992+STABILITY: SURFACE MOTION
 ME0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0992+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 ME0992
 ME0992  HISTORY     - Date     Condition        Report By
 ME0992  HISTORY     - 1916     MONUMENTED       CGS
 ME0992  HISTORY     - 1946     GOOD             CGS
 ME0992  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0992  HISTORY     - 20210303 GOOD             IN-089
 ME0992
 ME0992                          STATION DESCRIPTION
 ME0992
 ME0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0992'AT LIVERPOOL.
 ME0992'AT LIVERPOOL, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING
 ME0992'OF THE MICHIGAN CENTRAL RAILROAD, 160 FEET WEST OF THE
 ME0992'INTERSECTION OF THE TWO RAILROADS, 76 FEET SOUTHEAST OF A STEEL
 ME0992'RELAY BOX, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME0992'SOUTHEAST BOUND TRACK OF THE PENNSYLVANIA RAILROAD, 8 FEET SOUTH
 ME0992'OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 ME0992'ABOUT 2 FEET ABOVE THE TRACK AND SET IN A CONCRETE POST
 ME0992'PROJECTING 4 INCHES.
 ME0992
 ME0992                          STATION RECOVERY (1968)
 ME0992
 ME0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0992'MARK NOT FOUND.
 ME0992
 ME0992                          STATION RECOVERY (2021)
 ME0992
 ME0992'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1044 ***********************************************************************
 MD1044  DESIGNATION -  I 8
 MD1044  PID         -  MD1044
 MD1044  STATE/COUNTY-  IN/KOSCIUSKO
 MD1044  COUNTRY     -  US
 MD1044  USGS QUAD   -  WARSAW (2019)
 MD1044
 MD1044                         *CURRENT SURVEY CONTROL
 MD1044  ______________________________________________________________________
 MD1044* NAD 83(1986) POSITION- 41 14 21.     (N) 085 51 36.     (W)   SCALED
 MD1044* NAVD 88 ORTHO HEIGHT -   251.757 (meters)      825.97  (feet) ADJUSTED
 MD1044  ______________________________________________________________________
 MD1044  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 MD1044  DYNAMIC HEIGHT  -        251.650 (meters)      825.62  (feet) COMP
 MD1044  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 MD1044
 MD1044  VERT ORDER      -  FIRST     CLASS I
 MD1044
 MD1044.The horizontal coordinates were scaled from a map and have
 MD1044.an estimated accuracy of +/- 6 seconds.
 MD1044
 MD1044.The orthometric height was determined by differential leveling and
 MD1044.adjusted by the NATIONAL GEODETIC SURVEY
 MD1044.in June 1991.
 MD1044
 MD1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1044.GEOID18 height accuracy estimate available here.
 MD1044
 MD1044.Click photographs - Photos may exist for this station.
 MD1044
 MD1044.The dynamic height is computed by dividing the NAVD 88
 MD1044.geopotential number by the normal gravity value computed on the
 MD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1044.degrees latitude (g = 980.6199 gals.).
 MD1044
 MD1044.The modeled gravity was interpolated from observed gravity values.
 MD1044
 MD1044;                    North         East    Units  Estimated Accuracy
 MD1044;SPC IN E     -   665,140.       83,790.      MT  (+/- 180 meters Scaled)
 MD1044
 MD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL955659(NAD 83)
 MD1044
 MD1044                          SUPERSEDED SURVEY CONTROL
 MD1044
 MD1044  NGVD 29 (??/??/92)  251.886  (m)          826.40   (f) ADJ UNCH    1 1
 MD1044
 MD1044.Superseded values are not recommended for survey control.
 MD1044
 MD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1044.See file dsdata.pdf to determine how the superseded data were derived.
 MD1044
 MD1044_MARKER: DB = BENCH MARK DISK
 MD1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1044_SP_SET: BUILDING
 MD1044_STAMPING: I 8
 MD1044_MARK LOGO: CGS
 MD1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1044
 MD1044  HISTORY     - Date     Condition        Report By
 MD1044  HISTORY     - 1916     MONUMENTED       CGS
 MD1044  HISTORY     - 1969     GOOD             INHD
 MD1044  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MD1044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1044  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1044  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1044
 MD1044                          STATION DESCRIPTION
 MD1044
 MD1044'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1044'AT WARSAW.
 MD1044'AT WARSAW, ALONG W. MAIN ST., BETWEEN N. WASHINGTON ST. AND N.
 MD1044'COLUMBIA ST., SET VERTICALLY IN THE EAST FACE OF THE SOUTH WALL
 MD1044'AT THE MAIN ST. ENTRANCE TO THE FRESHMAN HIGH SCHOOL, 60 FEET
 MD1044'NORTH OF THE NORTH CURB OF W. MAIN ST., 24 FEET EAST OF THE EAST
 MD1044'FACE OF THE CONCRETE WALL AT THE EAST END OF THE STEP TO THE
 MD1044'ENTRANCE, 2.5 FEET NORTH OF THE SE CORNER OF AN OFFSET, 3.8 FEET
 MD1044'ABOVE THE LEVEL OF THE GROUND, AND 5 FEET ABOVE THE LEVEL OF THE
 MD1044'STREET.
 MD1044
 MD1044                          STATION RECOVERY (1984)
 MD1044
 MD1044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MD1044'MARK NOT FOUND.
 MD1044
 MD1044                          STATION RECOVERY (1989)
 MD1044
 MD1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPM)
 MD1044'MARK NOT FOUND.
 MD1044
 MD1044                          STATION RECOVERY (1992)
 MD1044
 MD1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1044'THE DESCRIBED BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
 MD1044
 MD1044                          STATION RECOVERY (1993)
 MD1044
 MD1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1044'THE SCHOOL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0646 ***********************************************************************
 KA0646  DESIGNATION -  I3
 KA0646  PID         -  KA0646
 KA0646  STATE/COUNTY-  IN/PUTNAM
 KA0646  COUNTRY     -  US
 KA0646  USGS QUAD   -  REELSVILLE (2019)
 KA0646
 KA0646                         *CURRENT SURVEY CONTROL
 KA0646  ______________________________________________________________________
 KA0646* NAD 83(1986) POSITION- 39 37 08.     (N) 086 57 32.     (W)   SCALED
 KA0646* NAVD 88 ORTHO HEIGHT -   217.605 (meters)      713.93  (feet) ADJUSTED
 KA0646  ______________________________________________________________________
 KA0646  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 KA0646  DYNAMIC HEIGHT  -        217.480 (meters)      713.52  (feet) COMP
 KA0646  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 KA0646
 KA0646  VERT ORDER      -  FIRST     CLASS II
 KA0646
 KA0646.The horizontal coordinates were scaled from a map and have
 KA0646.an estimated accuracy of +/- 6 seconds.
 KA0646
 KA0646.The orthometric height was determined by differential leveling and
 KA0646.adjusted by the NATIONAL GEODETIC SURVEY
 KA0646.in June 1991.
 KA0646
 KA0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0646.GEOID18 height accuracy estimate available here.
 KA0646
 KA0646.Click photographs - Photos may exist for this station.
 KA0646
 KA0646.The dynamic height is computed by dividing the NAVD 88
 KA0646.geopotential number by the normal gravity value computed on the
 KA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0646.degrees latitude (g = 980.6199 gals.).
 KA0646
 KA0646.The modeled gravity was interpolated from observed gravity values.
 KA0646
 KA0646;                    North         East    Units  Estimated Accuracy
 KA0646;SPC IN W     -   485,210.      910,690.      MT  (+/- 180 meters Scaled)
 KA0646
 KA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ035854(NAD 83)
 KA0646
 KA0646                          SUPERSEDED SURVEY CONTROL
 KA0646
 KA0646  NGVD 29 (??/??/92)  217.716  (m)          714.29   (f) ADJ UNCH    1 2
 KA0646
 KA0646.Superseded values are not recommended for survey control.
 KA0646
 KA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0646.See file dsdata.pdf to determine how the superseded data were derived.
 KA0646
 KA0646_MARKER: DB = BENCH MARK DISK
 KA0646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0646_SP_SET: PIER
 KA0646_STAMPING: I 3 ELEV 714.267 FT
 KA0646_MARK LOGO: CGS
 KA0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0646
 KA0646  HISTORY     - Date     Condition        Report By
 KA0646  HISTORY     - 1916     MONUMENTED       CGS
 KA0646  HISTORY     - 1946     GOOD             CGS
 KA0646  HISTORY     - 1985     GOOD             NGS
 KA0646
 KA0646                          STATION DESCRIPTION
 KA0646
 KA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0646'AT FERN.
 KA0646'RECOVERED AS FOLLOWS-- AT FERN, ON THE NEW YORK CENTRAL RAILROAD,
 KA0646'AT POLE 44/29, AT THE CONCRETE OVERPASS OF A NORTH-AND-SOUTH GRAVEL
 KA0646'ROAD, IN THE CENTER OF THE SOUTH FACE OF THE EAST COLUMN OF THE
 KA0646'FIRST CONCRETE PIER NORTH OF THE TRACK, 5.5 FEET NORTHWEST OF THE
 KA0646'NORTHWEST RAIL OF THE WEST-BOUND TRACK, AND 2.5 FEET ABOVE THE
 KA0646'GROUND.
 KA0646
 KA0646                          STATION RECOVERY (1985)
 KA0646
 KA0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0646'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.7 KM (5.4 MI)
 KA0646'SOUTHWEST ALONG THE CONRAIL RAILROAD FROM THE RAILROAD STATION IN
 KA0646'GREEN CASTLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1607 ***********************************************************************
 LA1607  DESIGNATION -  I5
 LA1607  PID         -  LA1607
 LA1607  STATE/COUNTY-  IN/GRANT
 LA1607  COUNTRY     -  US
 LA1607  USGS QUAD   -  MARION (2019)
 LA1607
 LA1607                         *CURRENT SURVEY CONTROL
 LA1607  ______________________________________________________________________
 LA1607* NAD 83(1986) POSITION- 40 33 29.     (N) 085 39 33.     (W)   SCALED
 LA1607* NAVD 88 ORTHO HEIGHT -   248.387 (meters)      814.92  (feet) ADJUSTED
 LA1607  ______________________________________________________________________
 LA1607  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 LA1607  DYNAMIC HEIGHT  -        248.260 (meters)      814.50  (feet) COMP
 LA1607  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 LA1607
 LA1607  VERT ORDER      -  FIRST     CLASS II
 LA1607
 LA1607.The horizontal coordinates were scaled from a map and have
 LA1607.an estimated accuracy of +/- 6 seconds.
 LA1607
 LA1607.The orthometric height was determined by differential leveling and
 LA1607.adjusted by the NATIONAL GEODETIC SURVEY
 LA1607.in June 1991.
 LA1607
 LA1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1607.GEOID18 height accuracy estimate available here.
 LA1607
 LA1607.Click photographs - Photos may exist for this station.
 LA1607
 LA1607.The dynamic height is computed by dividing the NAVD 88
 LA1607.geopotential number by the normal gravity value computed on the
 LA1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1607.degrees latitude (g = 980.6199 gals.).
 LA1607
 LA1607.The modeled gravity was interpolated from observed gravity values.
 LA1607
 LA1607;                    North         East    Units  Estimated Accuracy
 LA1607;SPC IN E     -   589,480.      100,640.      MT  (+/- 180 meters Scaled)
 LA1607
 LA1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135905(NAD 83)
 LA1607
 LA1607                          SUPERSEDED SURVEY CONTROL
 LA1607
 LA1607  NGVD 29 (??/??/92)  248.51   (m)          815.3    (f) COMPUTED    1 2
 LA1607
 LA1607.Superseded values are not recommended for survey control.
 LA1607
 LA1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1607.See file dsdata.pdf to determine how the superseded data were derived.
 LA1607
 LA1607_MARKER: DB = BENCH MARK DISK
 LA1607_STAMPING: ELEV 815.330 FT I 5
 LA1607_MARK LOGO: CGS
 LA1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1607
 LA1607  HISTORY     - Date     Condition        Report By
 LA1607  HISTORY     - 1916     MONUMENTED       CGS
 LA1607  HISTORY     - 1946     POOR             CGS
 LA1607
 LA1607                          STATION DESCRIPTION
 LA1607
 LA1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1607'IN MARION.
 LA1607'AT MARION, GRANT COUNTY, AT THE WEST ENTRANCE TO THE COURTHOUSE.
 LA1607'A STANDARD DISK, STAMPED ELEV. 815.330 FT. I 5.  NOTE-- IN
 LA1607'NOVEMBER 1946 THIS BENCH MARK IS APPARENTLY NO GOOD AS THE STONE
 LA1607'IT IS SET IN IS LOOSE.  THE COUNTY SURVEYOR OF GRANT COUNTY
 LA1607'TOLD ME THAT THE STONE HAD BEEN DISLODGED SEVERAL TIMES AND
 LA1607'THEN SET BACK IN ITS ORIGINAL POSITION.  THE MARK SHOULD BE USED
 LA1607'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN5872 ***********************************************************************
 DN5872  PACS        -  This is a Primary Airport Control Station.
 DN5872  DESIGNATION -  I83 A
 DN5872  PID         -  DN5872
 DN5872  STATE/COUNTY-  IN/WASHINGTON
 DN5872  COUNTRY     -  US
 DN5872  USGS QUAD   -  BECKS MILL (2019)
 DN5872
 DN5872                         *CURRENT SURVEY CONTROL
 DN5872  ______________________________________________________________________
 DN5872* NAD 83(2011) POSITION- 38 36 10.38557(N) 086 09 04.79540(W)   ADJUSTED
 DN5872* NAD 83(2011) ELLIP HT-   218.947 (meters)        (06/27/12)   ADJUSTED
 DN5872* NAD 83(2011) EPOCH   -  2010.00
 DN5872* NAVD 88 ORTHO HEIGHT -   252.36  (meters)      828.0   (feet) GPS OBS
 DN5872  ______________________________________________________________________
 DN5872  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN5872  GEOID HEIGHT    -        -33.387 (meters)                     GEOID09
 DN5872  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 DN5872  NAD 83(2011) X  -    335,011.268 (meters)                     COMP
 DN5872  NAD 83(2011) Y  - -4,979,866.813 (meters)                     COMP
 DN5872  NAD 83(2011) Z  -  3,958,097.729 (meters)                     COMP
 DN5872  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 DN5872
 DN5872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5872  Standards:
 DN5872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5872  -------------------------------------------------------------------
 DN5872  NETWORK    1.67   1.49           0.74   0.61   0.76     -0.06378749
 DN5872  -------------------------------------------------------------------
 DN5872  Click here for local accuracies and other accuracy information.
 DN5872
 DN5872.This mark is at Salem Municipal Airport  (I83)
 DN5872
 DN5872.The horizontal coordinates were established by GPS observations
 DN5872.and adjusted by the National Geodetic Survey in June 2012.
 DN5872
 DN5872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5872.been affixed to the stable North American tectonic plate. See 
 DN5872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5872
 DN5872.The horizontal coordinates are valid at the epoch date displayed above
 DN5872.which is a decimal equivalence of Year/Month/Day.
 DN5872
 DN5872.The orthometric height was determined by GPS observations and a
 DN5872.high-resolution geoid model.
 DN5872
 DN5872.GPS derived orthometric heights for airport stations designated as
 DN5872.PACS or SACS are published to 2 decimal places.  This maintains
 DN5872.centimeter relative accuracy between the PACS and SACS.  It does
 DN5872.not indicate centimeter accuracy relative to other marks which are
 DN5872.part of the published vertical control network.
 DN5872
 DN5872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5872.GEOID18 height accuracy estimate available here.
 DN5872
 DN5872.Click photographs - Photos may exist for this station.
 DN5872
 DN5872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5872
 DN5872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5872
 DN5872.The ellipsoidal height was determined by GPS observations
 DN5872.and is referenced to NAD 83.
 DN5872
 DN5872. The following values were computed from the NAD 83(2011) position.
 DN5872
 DN5872;                    North         East     Units Scale Factor Converg.
 DN5872;SPC IN E     -   372,524.746    57,782.801   MT  0.99998861   -0 18 08.6
 DN5872;SPC IN E     - 1,222,191.60    189,575.74   sFT  0.99998861   -0 18 08.6
 DN5872;UTM  16      - 4,273,051.269   573,897.259   MT  0.99966725   +0 31 46.3
 DN5872
 DN5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5872!SPC IN E     -   0.99996565  x   0.99998861  =   0.99995426
 DN5872!UTM  16      -   0.99996565  x   0.99966725  =   0.99963291
 DN5872
 DN5872:                Primary Azimuth Mark                     Grid Az
 DN5872:SPC IN E     -  I83 C                                    301 31 04.7
 DN5872:UTM  16      -  I83 C                                    300 41 09.8
 DN5872
 DN5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7389773051(NAD 83)
 DN5872
 DN5872|---------------------------------------------------------------------|
 DN5872| PID    Reference Object                     Distance      Geod. Az  |
 DN5872|                                                           dddmmss.s |
 DN5872| DN5874 I83 C                               463.043 METERS 3011256.1 |
 DN5872|---------------------------------------------------------------------|
 DN5872
 DN5872                          SUPERSEDED SURVEY CONTROL
 DN5872
 DN5872  NAD 83(2007)-  38 36 10.38588(N)    086 09 04.79617(W) AD(2002.00) B
 DN5872  ELLIP H (02/07/12)  218.959  (m)                       GP(2002.00) 5 2
 DN5872
 DN5872.Superseded values are not recommended for survey control.
 DN5872
 DN5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5872.See file dsdata.pdf to determine how the superseded data were derived.
 DN5872
 DN5872_MARKER: F = FLANGE-ENCASED ROD
 DN5872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN5872_STAMPING: I83 A 2011
 DN5872_MARK LOGO: NONE
 DN5872_PROJECTION: RECESSED 7 CENTIMETERS
 DN5872_MAGNETIC: I = MARKER IS A STEEL ROD
 DN5872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5872+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2011
 DN5872_ROD/PIPE-DEPTH: 4 meters
 DN5872_SLEEVE-DEPTH  : 1.0 meters
 DN5872
 DN5872  HISTORY     - Date     Condition        Report By
 DN5872  HISTORY     - 20110408 MONUMENTED       INLAND
 DN5872
 DN5872                          STATION DESCRIPTION
 DN5872
 DN5872'DESCRIBED BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 DN5872'THE STATION IS LOCATED 4 KM (2.5 MI) WEST OF SALEM, 12 KM (7.5 MI)
 DN5872'EAST-NORTHEAST OF LIVONIA, 11 KM (6.8 MI) EAST-SOUTHEAST OF
 DN5872'CAMPBELLSBURG, ABOUT 2.2 KM (1.4 MI) WEST OF THE JUNCTION OF STATE
 DN5872'HIGHWAY 60 AND STATE HIGHWAY 56, AT THE SALEM MUNICIPAL AIRPORT.
 DN5872'CONTACT THE AIRPORT MANAGER AT MARK TAYLOR, P.O. BOX 48, SALEM, IN
 DN5872'47167, PHONE 812-620-9260 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN5872'
 DN5872'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND STATE
 DN5872'HIGHWAY 56, GO NORTHWEST ON STATE HIGHWAY 60 FOR 0.64 KM (0.40 MI) TO
 DN5872'A PAVED ROAD TO THE LEFT.  TURN LEFT, WEST ON WEST BEELINE ROAD FOR
 DN5872'1.61 KM (1.00 MI) TO THE STATION ON THE RIGHT 0.16 KM (0.10 MI).
 DN5872'
 DN5872'THE STATION IS A 4 M (13.1 FT) LONG STAINLESS STEEL ROD DRIVEN PAST A
 DN5872'SLOW DRIVING RATE TO 4 M (13.1 FT) WITH A DATUM POINT RECESSED 7.6 CM
 DN5872'(3 INCHES) AND AN ACCESS COVER FLUSH WITH THE GROUND.   IT IS 18.04 M
 DN5872'(59.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, 16.91 M (55.5
 DN5872'FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 14.33 M (47.0 FT)
 DN5872'NORTH OF A CULTIVATED FIELD EDGE, 9.69 M (31.8 FT) NORTHWEST OF THE
 DN5872'NORTHWEST CORNER OF A PUMP HOUSE, 24.35 M (79.9 FT) NORTHWEST OF THE
 DN5872'SOUTHWEST CORNER OF A GARAGE, 24.49 M (80.3 FT) SOUTHWEST OF THE
 DN5872'NORTHWEST CORNER OF THE GARAGE, IN GRASS BETWEEN THE BARN AND THE
 DN5872'GARAGE.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 DN5872'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN5873 ***********************************************************************
 DN5873  SACS        -  This is a Secondary Airport Control Station.
 DN5873  DESIGNATION -  I83 B
 DN5873  PID         -  DN5873
 DN5873  STATE/COUNTY-  IN/WASHINGTON
 DN5873  COUNTRY     -  US
 DN5873  USGS QUAD   -  BECKS MILL (2019)
 DN5873
 DN5873                         *CURRENT SURVEY CONTROL
 DN5873  ______________________________________________________________________
 DN5873* NAD 83(2011) POSITION- 38 36 18.35524(N) 086 08 29.23695(W)   ADJUSTED
 DN5873* NAD 83(2011) ELLIP HT-   218.298 (meters)        (06/27/12)   ADJUSTED
 DN5873* NAD 83(2011) EPOCH   -  2010.00
 DN5873* NAVD 88 ORTHO HEIGHT -   251.72  (meters)      825.9   (feet) GPS OBS
 DN5873  ______________________________________________________________________
 DN5873  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN5873  GEOID HEIGHT    -        -33.388 (meters)                     GEOID09
 DN5873  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 DN5873  NAD 83(2011) X  -    335,859.401 (meters)                     COMP
 DN5873  NAD 83(2011) Y  - -4,979,655.491 (meters)                     COMP
 DN5873  NAD 83(2011) Z  -  3,958,289.378 (meters)                     COMP
 DN5873  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DN5873
 DN5873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5873  Standards:
 DN5873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5873  -------------------------------------------------------------------
 DN5873  NETWORK    1.68   1.49           0.74   0.62   0.76     -0.06128895
 DN5873  -------------------------------------------------------------------
 DN5873  Click here for local accuracies and other accuracy information.
 DN5873
 DN5873.This mark is at Salem Municipal Airport  (I83)
 DN5873
 DN5873.The horizontal coordinates were established by GPS observations
 DN5873.and adjusted by the National Geodetic Survey in June 2012.
 DN5873
 DN5873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5873.been affixed to the stable North American tectonic plate. See 
 DN5873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5873
 DN5873.The horizontal coordinates are valid at the epoch date displayed above
 DN5873.which is a decimal equivalence of Year/Month/Day.
 DN5873
 DN5873.The orthometric height was determined by GPS observations and a
 DN5873.high-resolution geoid model.
 DN5873
 DN5873.GPS derived orthometric heights for airport stations designated as
 DN5873.PACS or SACS are published to 2 decimal places.  This maintains
 DN5873.centimeter relative accuracy between the PACS and SACS.  It does
 DN5873.not indicate centimeter accuracy relative to other marks which are
 DN5873.part of the published vertical control network.
 DN5873
 DN5873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5873.GEOID18 height accuracy estimate available here.
 DN5873
 DN5873.Click photographs - Photos may exist for this station.
 DN5873
 DN5873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5873
 DN5873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5873
 DN5873.The ellipsoidal height was determined by GPS observations
 DN5873.and is referenced to NAD 83.
 DN5873
 DN5873. The following values were computed from the NAD 83(2011) position.
 DN5873
 DN5873;                    North         East     Units Scale Factor Converg.
 DN5873;SPC IN E     -   372,765.994    58,644.451   MT  0.99998772   -0 17 46.5
 DN5873;SPC IN E     - 1,222,983.10    192,402.67   sFT  0.99998772   -0 17 46.5
 DN5873;UTM  16      - 4,273,304.922   574,755.041   MT  0.99966882   +0 32 08.6
 DN5873
 DN5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5873!SPC IN E     -   0.99996575  x   0.99998772  =   0.99995347
 DN5873!UTM  16      -   0.99996575  x   0.99966882  =   0.99963458
 DN5873
 DN5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7475573304(NAD 83)
 DN5873
 DN5873                          SUPERSEDED SURVEY CONTROL
 DN5873
 DN5873  NAD 83(2007)-  38 36 18.35555(N)    086 08 29.23771(W) AD(2002.00) 1
 DN5873  ELLIP H (02/07/12)  218.310  (m)                       GP(2002.00) 4 2
 DN5873
 DN5873.Superseded values are not recommended for survey control.
 DN5873
 DN5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5873.See file dsdata.pdf to determine how the superseded data were derived.
 DN5873
 DN5873_MARKER: DD = SURVEY DISK
 DN5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5873_STAMPING: I83 B 2011
 DN5873_MARK LOGO: NONE
 DN5873_PROJECTION: FLUSH
 DN5873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5873+STABILITY: SURFACE MOTION
 DN5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5873+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2011
 DN5873
 DN5873  HISTORY     - Date     Condition        Report By
 DN5873  HISTORY     - 20110408 MONUMENTED       INLAND
 DN5873
 DN5873                          STATION DESCRIPTION
 DN5873
 DN5873'DESCRIBED BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 DN5873'THE STATION IS LOCATED 3 KM (1.9 MI) WEST OF SALEM, 13 KM (8.1 MI)
 DN5873'EAST-NORTHEAST OF LIVONIA, 11.5 KM (7.1 MI) EAST-SOUTHEAST OF
 DN5873'CAMPBELLSBURG, ABOUT 1.3 KM (0.8 MI) WEST OF THE JUNCTION OF STATE
 DN5873'HIGHWAY 60 AND STATE HIGHWAY 56, AT THE SALEM MUNICIPAL AIRPORT.
 DN5873'CONTACT THE AIRPORT MANAGER AT MARK TAYLOR, P.O. BOX 48, SALEM, IN
 DN5873'47167, PHONE 812-620-9260 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN5873'
 DN5873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND STATE
 DN5873'HIGHWAY 56, GO NORTHWEST ON STATE HIGHWAY 60 FOR 0.64 KM (0.40 MI) TO
 DN5873'A PAVED ROAD TO THE LEFT.  TURN LEFT, WEST ON WEST BEELINE ROAD FOR
 DN5873'0.80 KM (0.50 MI) TO THE STATION ON THE LEFT 2.80 M (9.2 FT).
 DN5873'
 DN5873'THE STATION IS A BRONZE DISK SET IN A CONCRETE MONUMENT 4 FT (1.2 M)
 DN5873'DEEP AND 1 FT (0.3 M) IN DIAMETER.  IT IS 2.80 M (9.2 FT) EAST OF THE
 DN5873'CENTER OF NORTH RUSH CREEK ROAD, 21.55 M (70.7 FT) SOUTHEAST OF A
 DN5873'POWER POLE LABELED NUMBER 408-210, IN GRASS EAST OF THE EDGE OF
 DN5873'PAVEMENT OF NORTH RUSH CREEK ROAD AND WEST OF THE WEST EDGE OF A
 DN5873'CULTIVATED FIELD. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DN5873'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN5874 ***********************************************************************
 DN5874  SACS        -  This is a Secondary Airport Control Station.
 DN5874  DESIGNATION -  I83 C
 DN5874  PID         -  DN5874
 DN5874  STATE/COUNTY-  IN/WASHINGTON
 DN5874  COUNTRY     -  US
 DN5874  USGS QUAD   -  BECKS MILL (2019)
 DN5874
 DN5874                         *CURRENT SURVEY CONTROL
 DN5874  ______________________________________________________________________
 DN5874* NAD 83(2011) POSITION- 38 36 18.16772(N) 086 09 21.16190(W)   ADJUSTED
 DN5874* NAD 83(2011) ELLIP HT-   224.480 (meters)        (06/27/12)   ADJUSTED
 DN5874* NAD 83(2011) EPOCH   -  2010.00
 DN5874* NAVD 88 ORTHO HEIGHT -   257.89  (meters)      846.1   (feet) GPS OBS
 DN5874  ______________________________________________________________________
 DN5874  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN5874  GEOID HEIGHT    -        -33.384 (meters)                     GEOID09
 DN5874  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DN5874  NAD 83(2011) X  -    334,606.381 (meters)                     COMP
 DN5874  NAD 83(2011) Y  - -4,979,748.302 (meters)                     COMP
 DN5874  NAD 83(2011) Z  -  3,958,288.716 (meters)                     COMP
 DN5874  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 DN5874
 DN5874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5874  Standards:
 DN5874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5874  -------------------------------------------------------------------
 DN5874  NETWORK    1.68   1.49           0.74   0.62   0.76     -0.06166273
 DN5874  -------------------------------------------------------------------
 DN5874  Click here for local accuracies and other accuracy information.
 DN5874
 DN5874.This mark is at Salem Municipal Airport  (I83)
 DN5874
 DN5874.The horizontal coordinates were established by GPS observations
 DN5874.and adjusted by the National Geodetic Survey in June 2012.
 DN5874
 DN5874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5874.been affixed to the stable North American tectonic plate. See 
 DN5874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN5874
 DN5874.The horizontal coordinates are valid at the epoch date displayed above
 DN5874.which is a decimal equivalence of Year/Month/Day.
 DN5874
 DN5874.The orthometric height was determined by GPS observations and a
 DN5874.high-resolution geoid model.
 DN5874
 DN5874.GPS derived orthometric heights for airport stations designated as
 DN5874.PACS or SACS are published to 2 decimal places.  This maintains
 DN5874.centimeter relative accuracy between the PACS and SACS.  It does
 DN5874.not indicate centimeter accuracy relative to other marks which are
 DN5874.part of the published vertical control network.
 DN5874
 DN5874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5874.GEOID18 height accuracy estimate available here.
 DN5874
 DN5874.Click photographs - Photos may exist for this station.
 DN5874
 DN5874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN5874
 DN5874.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN5874
 DN5874.The ellipsoidal height was determined by GPS observations
 DN5874.and is referenced to NAD 83.
 DN5874
 DN5874. The following values were computed from the NAD 83(2011) position.
 DN5874
 DN5874;                    North         East     Units Scale Factor Converg.
 DN5874;SPC IN E     -   372,766.806    57,388.072   MT  0.99998902   -0 18 18.9
 DN5874;SPC IN E     - 1,222,985.76    188,280.70   sFT  0.99998902   -0 18 18.9
 DN5874;UTM  16      - 4,273,287.497   573,499.185   MT  0.99966652   +0 31 36.2
 DN5874
 DN5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5874!SPC IN E     -   0.99996478  x   0.99998902  =   0.99995380
 DN5874!UTM  16      -   0.99996478  x   0.99966652  =   0.99963131
 DN5874
 DN5874:                Primary Azimuth Mark                     Grid Az
 DN5874:SPC IN E     -  I83 A                                    121 31 04.8
 DN5874:UTM  16      -  I83 A                                    120 41 09.7
 DN5874
 DN5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7349973287(NAD 83)
 DN5874
 DN5874|---------------------------------------------------------------------|
 DN5874| PID    Reference Object                     Distance      Geod. Az  |
 DN5874|                                                           dddmmss.s |
 DN5874| DN5872 I83 A                               463.043 METERS 1211245.9 |
 DN5874|---------------------------------------------------------------------|
 DN5874
 DN5874                          SUPERSEDED SURVEY CONTROL
 DN5874
 DN5874  NAD 83(2007)-  38 36 18.16803(N)    086 09 21.16267(W) AD(2002.00) 1
 DN5874  ELLIP H (02/07/12)  224.491  (m)                       GP(2002.00) 4 2
 DN5874
 DN5874.Superseded values are not recommended for survey control.
 DN5874
 DN5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5874.See file dsdata.pdf to determine how the superseded data were derived.
 DN5874
 DN5874_MARKER: DD = SURVEY DISK
 DN5874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5874_STAMPING: I83 C 2011
 DN5874_MARK LOGO: NONE
 DN5874_PROJECTION: FLUSH
 DN5874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5874+STABILITY: SURFACE MOTION
 DN5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5874+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2011
 DN5874
 DN5874  HISTORY     - Date     Condition        Report By
 DN5874  HISTORY     - 20110408 MONUMENTED       INLAND
 DN5874
 DN5874                          STATION DESCRIPTION
 DN5874
 DN5874'DESCRIBED BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 DN5874'THE STATION IS LOCATED 4 KM (2.5 MI) WEST OF SALEM, 11.8 KM (7.3 MI)
 DN5874'EAST-NORTHEAST OF LIVONIA, 10.5 KM (6.5 MI) EAST-SOUTHEAST OF
 DN5874'CAMPBELLSBURG, ABOUT 2.6 KM (1.6 MI) WEST OF THE JUNCTION OF STATE
 DN5874'HIGHWAY 60 AND STATE HIGHWAY 56, AT THE SALEM MUNICIPAL AIRPORT.
 DN5874'CONTACT THE AIRPORT MANAGER AT MARK TAYLOR, P.O. BOX 48, SALEM, IN
 DN5874'47167, PHONE 812-620-9260 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN5874'
 DN5874'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND STATE
 DN5874'HIGHWAY 56, GO NORTHWEST ON STATE HIGHWAY 60 FOR 0.64 KM (0.40 MI) TO
 DN5874'A PAVED ROAD TO THE LEFT.  TURN LEFT, WEST ON WEST BEELINE ROAD FOR
 DN5874'1.61 KM (1.00 MI) TO THE STATION ON THE RIGHT 0.48 KM (0.30 MI) ACROSS
 DN5874'A CULTIVATED FIELD.
 DN5874'
 DN5874'THE STATION IS A BRONZE DISK SET IN A CONCRETE MONUMENT 4 FT (1.2 M)
 DN5874'DEEP AND 1 FT (0.3 M) IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS
 DN5874'IN THE EDGE OF A CULTIVATED FIELD, 25.91 M (85.0 FT) SOUTH OF A FENCE
 DN5874'LINE, 60.96 M (200.0 FT) WEST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2624 ***********************************************************************
 LB2624  DESIGNATION -  IDAVILLE
 LB2624  PID         -  LB2624
 LB2624  STATE/COUNTY-  IN/WHITE
 LB2624  COUNTRY     -  US
 LB2624  USGS QUAD   -  IDAVILLE (2019)
 LB2624
 LB2624                         *CURRENT SURVEY CONTROL
 LB2624  ______________________________________________________________________
 LB2624* NAD 83(1997) POSITION- 40 45 40.51768(N) 086 38 56.01611(W)   ADJUSTED
 LB2624* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 LB2624  ______________________________________________________________________
 LB2624  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 LB2624  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 LB2624  HORZ ORDER      -  FIRST
 LB2624
 LB2624.The horizontal coordinates were established by classical geodetic methods
 LB2624.and adjusted by the National Geodetic Survey in May 1999.
 LB2624
 LB2624.The orthometric height was scaled from a topographic map.
 LB2624
 LB2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2624.GEOID18 height accuracy estimate available here.
 LB2624
 LB2624.Click photographs - Photos may exist for this station.
 LB2624
 LB2624.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2624
 LB2624. The following values were computed from the NAD 83(1997) position.
 LB2624
 LB2624;                    North         East     Units Scale Factor Converg.
 LB2624;SPC IN W     -   612,136.856   936,682.090   MT  0.99998322   +0 17 01.1
 LB2624;SPC IN W     - 2,008,319.00  3,073,097.82   sFT  0.99998322   +0 17 01.1
 LB2624;UTM  16      - 4,512,313.928   529,634.926   MT  0.99961081   +0 13 45.3
 LB2624
 LB2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2624!SPC IN W     -   0.99997082  x   0.99998322  =   0.99995404
 LB2624!UTM  16      -   0.99997082  x   0.99961081  =   0.99958164
 LB2624
 LB2624:                Primary Azimuth Mark                     Grid Az
 LB2624:SPC IN W     -  IDAVILLE AZ MK                           307 25 08.3
 LB2624:UTM  16      -  IDAVILLE AZ MK                           307 28 24.1
 LB2624
 LB2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2963412313(NAD 83)
 LB2624
 LB2624|---------------------------------------------------------------------|
 LB2624| PID    Reference Object                     Distance      Geod. Az  |
 LB2624|                                                           dddmmss.s |
 LB2624| CF2903 IDAVILLE RM 1                        29.139 METERS 07218     |
 LB2624| CF2904 IDAVILLE RM 2                        26.387 METERS 20733     |
 LB2624| LB2640 MONTICELLO CO CTHSE CLOCKTOWER      APPROX. 9.7 KM 2592802.2 |
 LB2624| LB2643 MONTICELLO MUNICIPAL STANDPIPE      APPROX. 9.6 KM 2610429.9 |
 LB2624| LB2642 MONTICELLO CONDO JUNK YARD STK      APPROX. 9.7 KM 2614336.2 |
 LB2624| LB2661 MONTICELLO N IND PUB SERV MAST      APPROX.10.0 KM 2653744.5 |
 LB2624| CF2902 IDAVILLE AZ MK                                     3074209.4 |
 LB2624| CF2905 IDAVILLE RM 3                         9.705 METERS 33715     |
 LB2624|---------------------------------------------------------------------|
 LB2624
 LB2624                          SUPERSEDED SURVEY CONTROL
 LB2624
 LB2624  NAD 83(1986)-  40 45 40.52313(N)    086 38 56.02626(W) AD(       ) 1
 LB2624  NAD 27      -  40 45 40.37900(N)    086 38 56.00070(W) AD(       ) 1
 LB2624
 LB2624.Superseded values are not recommended for survey control.
 LB2624
 LB2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2624.See file dsdata.pdf to determine how the superseded data were derived.
 LB2624
 LB2624_MARKER: DS = TRIANGULATION STATION DISK
 LB2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2624_STAMPING: IDAVILLE 1948
 LB2624_MARK LOGO: CGS
 LB2624_PROJECTION: FLUSH
 LB2624_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2624+STABILITY: SURFACE MOTION
 LB2624
 LB2624  HISTORY     - Date     Condition        Report By
 LB2624  HISTORY     - 1948     MONUMENTED       CGS
 LB2624  HISTORY     - 1979     GOOD             NGS
 LB2624
 LB2624                          STATION DESCRIPTION
 LB2624
 LB2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2624'STATION IS LOCATED IN THE VILLAGE OF IDAVILLE ON THE NORTHWEST CORNER
 LB2624'OF THE IDAVILLE SCHOOL GROUNDS.  IT IS ABOUT 0.2 MILE NORTH OF U. S.
 LB2624'HIGHWAY 24, 56 FEET EAST OF CENTER OF A PAVED ROAD AND 30 FEET
 LB2624'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 LB2624'AND THE DISK IS STAMPED IDAVILLE 1948.
 LB2624'
 LB2624'REFERENCE MARK NO. 1 IS 95.60 FEET EAST OF STATION.  IT IS 1 FOOT
 LB2624'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2624'STAMPED IDAVILLE NO 1 1948.
 LB2624'
 LB2624'REFERENCE MARK NO. 2 IS 86.57 FEET SOUTH OF STATION.  IT IS 17 FEET
 LB2624'EAST OF CENTER OF PAVED ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2624'THE DISK IS STAMPED IDAVILLE NO 2 1948.
 LB2624'
 LB2624'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF STATION.  IT IS 59 FEET NORTH
 LB2624'OF CENTER OF A GRAVEL ROAD, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LB2624'OF A SUMMER KITCHEN, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2624'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2624'STAMPED IDAVILLE 1948.
 LB2624'
 LB2624'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON PAVED ROAD FOR 0.2
 LB2624'MILE TO A T INTERSECTION LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO
 LB2624'A SMALL WHITE HOUSE ON HILL ON RIGHT OR NORTH OF ROAD AND AZIMUTH
 LB2624'MARK AS DESCRIBED.
 LB2624'
 LB2624'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2624
 LB2624                          STATION RECOVERY (1979)
 LB2624
 LB2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB2624'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 LB2624'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE MARK
 LB2624'3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION CHECKED REFERENCE MARK
 LB2624'1.
 LB2624'
 LB2624'DUE TO MANY CHANGES IN ROADS ETC A NEW DESCRIPTION FOLLOWS.  THE
 LB2624'STATION IS LOCATED AT THE N EDGE OF IDAVILLE, IN THE NORTHWEST
 LB2624'CORNER OF THE OLD SCHOOL GROUNDS OF THE IDAVILLE SCHOOL WHICH HAS BEEN
 LB2624'TORN DOWN.  THE STATION IS NOW ON THE PROPERTY OF A MR GIER OF
 LB2624'MONTICELLO ADDRESS UNKNOWN.
 LB2624'
 LB2624'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 LB2624'COUNTY ROAD 1150 E IN IDAVILLE, GO N ON ROAD 1150 E FOR 0.2 MILE TO
 LB2624'THE MARK ON RIGHT AS DESCRIBED.  IT IS 56 FEET E OF THE CENTER LINE OF
 LB2624'THE ROAD, 32 FEET S OF A METAL WITNESS POST, 29.5 FEET S OF A 20 INCH
 LB2624'WILD CHERRY TREE AND 30.5 FEET S OF A FENCE LINE.  THE MARK IS FLUSH
 LB2624'AND THE DISK STAMPED IDAVILLE 1948.
 LB2624'
 LB2624'REFERENCE MARK 1 IS 12 FEET W OF A TRIPLE TRUNK 20 INCH WILD CHERRY
 LB2624'TREE, 5.5 FEET E OF A 10 INCH WILD CHERRY TREE AND 1 FOOT S OF THE
 LB2624'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED IDAVILLE
 LB2624'NO 1 1948.
 LB2624'
 LB2624'REFERENCE MARK 3 IS 45 FEET E OF CENTER LINE OF THE ROAD, 7 FEET W OF
 LB2624'THE 20 INCH WILD CHERRY TREE, 2 FEET SW OF THE METAL WITNESS POST
 LB2624'AND 1 FOOT S OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2624'STAMPED IDAVILLE 1948 NO 3 1979.
 LB2624'
 LB2624'THE AZIMUTH MARK IS 59 FEET NNE OF THE CENTER LINE OF TIMMONS ROAD,
 LB2624'26.5 FEET SE OF A 22 INCH CEDAR TREE AND 35 FEET SE OF SE CORNER OF
 LB2624'THE ANDERSON HOME.  THE MARK IS FLUSH THE DISK STAMPED IDAVILLE
 LB2624'1948.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON THE ROAD
 LB2624'FOR 0.15 MILE TO A ROAD LEFT.  GO LEFT, WEST ON TIMMONS ROAD FOR 0.35
 LB2624'MILE TO THE MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1854 ***********************************************************************
 DQ1854  DESIGNATION -  ILIN 118
 DQ1854  PID         -  DQ1854
 DQ1854  STATE/COUNTY-  IN/NEWTON
 DQ1854  COUNTRY     -  US
 DQ1854  USGS QUAD   -  DONOVAN (2018)
 DQ1854
 DQ1854                         *CURRENT SURVEY CONTROL
 DQ1854  ______________________________________________________________________
 DQ1854* NAD 83(1986) POSITION- 40 53 43.57   (N) 087 30 48.79   (W)   HD_HELD1
 DQ1854* NAVD 88 ORTHO HEIGHT -   211.214 (meters)      692.96  (feet) ADJUSTED
 DQ1854  ______________________________________________________________________
 DQ1854  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 DQ1854  DYNAMIC HEIGHT  -        211.121 (meters)      692.65  (feet) COMP
 DQ1854  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 DQ1854
 DQ1854  VERT ORDER      -  SECOND    CLASS I
 DQ1854
 DQ1854.The horizontal coordinates were determined by differentially corrected
 DQ1854.hand held GPS observations or other comparable positioning techniques
 DQ1854.and have an estimated accuracy of +/- 3 meters.
 DQ1854
 DQ1854.The orthometric height was determined by differential leveling and
 DQ1854.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1854.in May 2016.
 DQ1854
 DQ1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1854.GEOID18 height accuracy estimate available here.
 DQ1854
 DQ1854.Click photographs - Photos may exist for this station.
 DQ1854
 DQ1854.The dynamic height is computed by dividing the NAVD 88
 DQ1854.geopotential number by the normal gravity value computed on the
 DQ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1854.degrees latitude (g = 980.6199 gals.).
 DQ1854
 DQ1854.The modeled gravity was interpolated from observed gravity values.
 DQ1854
 DQ1854;                    North         East    Units  Estimated Accuracy
 DQ1854;SPC IN W     -   627,035.6     863,747.4     MT  (+/- 3 meters HH1 GPS) 
 DQ1854
 DQ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5674127276(NAD 83)
 DQ1854
 DQ1854                          SUPERSEDED SURVEY CONTROL
 DQ1854
 DQ1854.No superseded survey control is available for this station.
 DQ1854
 DQ1854_MARKER: F = FLANGE-ENCASED ROD
 DQ1854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1854_STAMPING: ILIN 118 2016
 DQ1854_MARK LOGO: UIL
 DQ1854_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ1854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1854+STABILITY: POSITION/ELEVATION WELL
 DQ1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1854+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2016
 DQ1854_ROD/PIPE-DEPTH: 9.8 meters
 DQ1854_SLEEVE-DEPTH  : 0.9 meters
 DQ1854
 DQ1854  HISTORY     - Date     Condition        Report By
 DQ1854  HISTORY     - 20160229 MONUMENTED       AMESC
 DQ1854
 DQ1854                          STATION DESCRIPTION
 DQ1854
 DQ1854'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (BJD)
 DQ1854'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF
 DQ1854'KENTLAND, 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF ENOS AND 4.7 MI (7.6 KM)
 DQ1854'SOUTHWEST OF MOROCCO.
 DQ1854'
 DQ1854'TO REACH FROM THE INTERSECTION OF US ROUTE 41 AND INDIANA ROUTE 16
 DQ1854'PROCEED NORTH ALONG US ROUTE 41 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 DQ1854'WEST 700 SOUTH, WEST ALONG COUNTY ROAD WEST 700 SOUTH FOR 3.75 MI (6.0
 DQ1854'KM) TO COUNTY ROAD SOUTH 600 WEST.  CONTINUE WEST ALONG COUNTY ROAD
 DQ1854'WEST 700 SOUTH FOR 0.40 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DQ1854'
 DQ1854'THE STATION IS 20 FT (6.1 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DQ1854'WEST 700 SOUTH, 39 FT (11.9 M) NORTH OF A WOODEN FENCE POST, 16 FT
 DQ1854'(4.9 M) EAST OF THE CENTERLINE OF A GRAVEL FIELD ENTRANCE TO THE SOUTH
 DQ1854'AND 1.0 FT (0.3 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 DQ1854'
 DQ1854'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ1854'THE ROD (DATUM POINT) IS SURROUNDED BY A FLOATING BRONZE DISK TO AID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1855 ***********************************************************************
 DQ1855  DESIGNATION -  ILIN 119
 DQ1855  PID         -  DQ1855
 DQ1855  STATE/COUNTY-  IN/NEWTON
 DQ1855  COUNTRY     -  US
 DQ1855  USGS QUAD   -  MOROCCO (2019)
 DQ1855
 DQ1855                         *CURRENT SURVEY CONTROL
 DQ1855  ______________________________________________________________________
 DQ1855* NAD 83(1986) POSITION- 40 53 43.93   (N) 087 29 36.43   (W)   HD_HELD1
 DQ1855* NAVD 88 ORTHO HEIGHT -   206.279 (meters)      676.77  (feet) ADJUSTED
 DQ1855  ______________________________________________________________________
 DQ1855  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 DQ1855  DYNAMIC HEIGHT  -        206.188 (meters)      676.47  (feet) COMP
 DQ1855  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 DQ1855
 DQ1855  VERT ORDER      -  SECOND    CLASS I
 DQ1855
 DQ1855.The horizontal coordinates were determined by differentially corrected
 DQ1855.hand held GPS observations or other comparable positioning techniques
 DQ1855.and have an estimated accuracy of +/- 3 meters.
 DQ1855
 DQ1855.The orthometric height was determined by differential leveling and
 DQ1855.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1855.in May 2016.
 DQ1855
 DQ1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1855.GEOID18 height accuracy estimate available here.
 DQ1855
 DQ1855.Click photographs - Photos may exist for this station.
 DQ1855
 DQ1855.The dynamic height is computed by dividing the NAVD 88
 DQ1855.geopotential number by the normal gravity value computed on the
 DQ1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1855.degrees latitude (g = 980.6199 gals.).
 DQ1855
 DQ1855.The modeled gravity was interpolated from observed gravity values.
 DQ1855
 DQ1855;                    North         East    Units  Estimated Accuracy
 DQ1855;SPC IN W     -   627,038.5     865,441.2     MT  (+/- 3 meters HH1 GPS) 
 DQ1855
 DQ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5843427277(NAD 83)
 DQ1855
 DQ1855                          SUPERSEDED SURVEY CONTROL
 DQ1855
 DQ1855.No superseded survey control is available for this station.
 DQ1855
 DQ1855_MARKER: F = FLANGE-ENCASED ROD
 DQ1855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1855_STAMPING: ILIN 119 2016
 DQ1855_MARK LOGO: UIL
 DQ1855_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ1855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1855+STABILITY: POSITION/ELEVATION WELL
 DQ1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1855+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2016
 DQ1855_ROD/PIPE-DEPTH: 9.8 meters
 DQ1855_SLEEVE-DEPTH  : 0.9 meters
 DQ1855
 DQ1855  HISTORY     - Date     Condition        Report By
 DQ1855  HISTORY     - 20160227 MONUMENTED       AMESC
 DQ1855
 DQ1855                          STATION DESCRIPTION
 DQ1855
 DQ1855'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (BJD)
 DQ1855'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHWEST OF
 DQ1855'KENTLAND, 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF ENOS AND 4.1 MI (6.6 KM)
 DQ1855'SOUTH-SOUTHWEST OF MOROCCO.
 DQ1855'
 DQ1855'TO REACH FROM THE INTERSECTION OF US ROUTE 41 AND INDIANA ROUTE 16
 DQ1855'PROCEED NORTH ALONG US ROUTE 41 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 DQ1855'WEST 700 SOUTH, WEST ALONG COUNTY ROAD WEST 700 SOUTH FOR 3.0 MI (4.8
 DQ1855'KM) TO COUNTY ROAD SOUTH 525 WEST.  CONTINUE WEST ALONG COUNTY ROAD
 DQ1855'WEST 700 SOUTH FOR 550 FT (167.6 M) TO THE STATION ON THE LEFT.
 DQ1855'
 DQ1855'THE STATION IS 16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DQ1855'WEST 700 SOUTH, 118.5 FT (36.1 M) EAST OF A POWER POLE, 116.5 FT (35.5
 DQ1855'M) SOUTH OF A POWER POLE WITH TRANSFORMER, 88.0 FT (26.8 M) SOUTHWEST
 DQ1855'OF THE SOUTH END OF A NORTH-SOUTH FENCE ON THE NORTH SIDE OF COUNTY
 DQ1855'ROAD WEST 700 SOUTH AND 11.5 FT (3.5 M) WEST OF A POWER POLE.
 DQ1855'
 DQ1855'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ1855'THE ROD (DATUM POINT) IS SURROUNDED BY A FLOATING BRONZE DISK TO AID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1856 ***********************************************************************
 DQ1856  DESIGNATION -  ILIN 120
 DQ1856  PID         -  DQ1856
 DQ1856  STATE/COUNTY-  IN/NEWTON
 DQ1856  COUNTRY     -  US
 DQ1856  USGS QUAD   -  MOROCCO (2019)
 DQ1856
 DQ1856                         *CURRENT SURVEY CONTROL
 DQ1856  ______________________________________________________________________
 DQ1856* NAD 83(1986) POSITION- 40 53 44.06   (N) 087 28 38.66   (W)   HD_HELD1
 DQ1856* NAVD 88 ORTHO HEIGHT -   203.592 (meters)      667.95  (feet) ADJUSTED
 DQ1856  ______________________________________________________________________
 DQ1856  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 DQ1856  DYNAMIC HEIGHT  -        203.502 (meters)      667.66  (feet) COMP
 DQ1856  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 DQ1856
 DQ1856  VERT ORDER      -  SECOND    CLASS I
 DQ1856
 DQ1856.The horizontal coordinates were determined by differentially corrected
 DQ1856.hand held GPS observations or other comparable positioning techniques
 DQ1856.and have an estimated accuracy of +/- 3 meters.
 DQ1856
 DQ1856.The orthometric height was determined by differential leveling and
 DQ1856.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1856.in May 2016.
 DQ1856
 DQ1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1856.GEOID18 height accuracy estimate available here.
 DQ1856
 DQ1856.Click photographs - Photos may exist for this station.
 DQ1856
 DQ1856.The dynamic height is computed by dividing the NAVD 88
 DQ1856.geopotential number by the normal gravity value computed on the
 DQ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1856.degrees latitude (g = 980.6199 gals.).
 DQ1856
 DQ1856.The modeled gravity was interpolated from observed gravity values.
 DQ1856
 DQ1856;                    North         East    Units  Estimated Accuracy
 DQ1856;SPC IN W     -   627,036.3     866,793.5     MT  (+/- 3 meters HH1 GPS) 
 DQ1856
 DQ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5978627274(NAD 83)
 DQ1856
 DQ1856                          SUPERSEDED SURVEY CONTROL
 DQ1856
 DQ1856.No superseded survey control is available for this station.
 DQ1856
 DQ1856_MARKER: F = FLANGE-ENCASED ROD
 DQ1856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1856_STAMPING: ILIN 120 2016
 DQ1856_MARK LOGO: UIL
 DQ1856_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1856+STABILITY: POSITION/ELEVATION WELL
 DQ1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1856+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2016
 DQ1856_ROD/PIPE-DEPTH: 9.8 meters
 DQ1856_SLEEVE-DEPTH  : 0.9 meters
 DQ1856
 DQ1856  HISTORY     - Date     Condition        Report By
 DQ1856  HISTORY     - 20160227 MONUMENTED       AMESC
 DQ1856
 DQ1856                          STATION DESCRIPTION
 DQ1856
 DQ1856'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (BJD)
 DQ1856'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF KENTLAND, 8.3
 DQ1856'MI (13.4 KM) SOUTH OF ENOS AND 3.7 MI (6.0 KM) SOUTH-SOUTHWEST OF
 DQ1856'MOROCCO.
 DQ1856'
 DQ1856'TO REACH FROM THE INTERSECTION OF US ROUTE 41 AND INDIANA ROUTE 16
 DQ1856'PROCEED NORTH ALONG US ROUTE 41 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 DQ1856'WEST 700 SOUTH, WEST ALONG COUNTY ROAD WEST 700 SOUTH FOR 2.0 MI (3.2
 DQ1856'KM) TO COUNTY ROAD SOUTH 425 WEST.  CONTINUE WEST ALONG COUNTY ROAD
 DQ1856'WEST 700 SOUTH FOR 1200 FT (365.8 M) TO THE STATION ON THE LEFT.
 DQ1856'
 DQ1856'THE STATION IS 20.5 FT (6.2 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DQ1856'WEST 700 SOUTH, 266 FT (81.1 M) EAST OF A POWER POLE WITH TRANSFORMER,
 DQ1856'163.5 FT (49.8 M) EAST OF THE CENTERLINE OF THE DRIVEWAY TO ADDRESS
 DQ1856'NUMBER '4505' AND 12.5 FT (3.8 M) WEST OF A POWER POLE.
 DQ1856'
 DQ1856'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ1856'THE ROD (DATUM POINT) IS SURROUNDED BY A FLOATING BRONZE DISK TO AID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1857 ***********************************************************************
 DQ1857  DESIGNATION -  ILIN 121
 DQ1857  PID         -  DQ1857
 DQ1857  STATE/COUNTY-  IN/NEWTON
 DQ1857  COUNTRY     -  US
 DQ1857  USGS QUAD   -  MOROCCO (2019)
 DQ1857
 DQ1857                         *CURRENT SURVEY CONTROL
 DQ1857  ______________________________________________________________________
 DQ1857* NAD 83(1986) POSITION- 40 53 42.60   (N) 087 27 30.89   (W)   HD_HELD1
 DQ1857* NAVD 88 ORTHO HEIGHT -   205.746 (meters)      675.02  (feet) ADJUSTED
 DQ1857  ______________________________________________________________________
 DQ1857  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 DQ1857  DYNAMIC HEIGHT  -        205.655 (meters)      674.72  (feet) COMP
 DQ1857  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 DQ1857
 DQ1857  VERT ORDER      -  SECOND    CLASS I
 DQ1857
 DQ1857.The horizontal coordinates were determined by differentially corrected
 DQ1857.hand held GPS observations or other comparable positioning techniques
 DQ1857.and have an estimated accuracy of +/- 3 meters.
 DQ1857
 DQ1857.The orthometric height was determined by differential leveling and
 DQ1857.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1857.in May 2016.
 DQ1857
 DQ1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1857.GEOID18 height accuracy estimate available here.
 DQ1857
 DQ1857.Click photographs - Photos may exist for this station.
 DQ1857
 DQ1857.The dynamic height is computed by dividing the NAVD 88
 DQ1857.geopotential number by the normal gravity value computed on the
 DQ1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1857.degrees latitude (g = 980.6199 gals.).
 DQ1857
 DQ1857.The modeled gravity was interpolated from observed gravity values.
 DQ1857
 DQ1857;                    North         East    Units  Estimated Accuracy
 DQ1857;SPC IN W     -   626,984.3     868,379.6     MT  (+/- 3 meters HH1 GPS) 
 DQ1857
 DQ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6137127220(NAD 83)
 DQ1857
 DQ1857                          SUPERSEDED SURVEY CONTROL
 DQ1857
 DQ1857.No superseded survey control is available for this station.
 DQ1857
 DQ1857_MARKER: F = FLANGE-ENCASED ROD
 DQ1857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1857_STAMPING: ILIN 121 2016
 DQ1857_MARK LOGO: UIL
 DQ1857_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ1857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1857+STABILITY: POSITION/ELEVATION WELL
 DQ1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1857+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2016
 DQ1857_ROD/PIPE-DEPTH: 8.5 meters
 DQ1857_SLEEVE-DEPTH  : 0.9 meters
 DQ1857
 DQ1857  HISTORY     - Date     Condition        Report By
 DQ1857  HISTORY     - 20160227 MONUMENTED       AMESC
 DQ1857
 DQ1857                          STATION DESCRIPTION
 DQ1857
 DQ1857'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (BJD)
 DQ1857'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF KENTLAND, 8.2
 DQ1857'MI (13.2 KM) SOUTH OF ENOS AND 3.5 MI (5.6 KM) SOUTH OF MOROCCO.
 DQ1857'
 DQ1857'TO REACH FROM THE INTERSECTION OF US ROUTE 41 AND INDIANA ROUTE 16
 DQ1857'PROCEED NORTH ALONG US ROUTE 41 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 DQ1857'WEST 700 SOUTH, WEST ALONG COUNTY ROAD WEST 700 SOUTH FOR 1.25 MI (2.0
 DQ1857'KM) TO COUNTY ROAD SOUTH 350 WEST AND THE STATION ON THE RIGHT.
 DQ1857'
 DQ1857'THE STATION IS 19 FT (5.8 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 DQ1857'WEST 700 SOUTH, 40 FT (12.2 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 DQ1857'SOUTH 350 WEST, 47 FT (14.3 M) SOUTH-SOUTHWEST OF A 38 INCH (97 CM)
 DQ1857'TREE, 46 FT (14.0 M) NORTH OF THE EAST-WEST FENCE ON THE SOUTH SIDE OF
 DQ1857'COUNTY ROAD WEST 700 SOUTH AND 9.5 FT (2.9 M) WEST OF A POWER POLE.
 DQ1857'
 DQ1857'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ1857'THE ROD (DATUM POINT) IS SURROUNDED BY A FLOATING BRONZE DISK TO AID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1858 ***********************************************************************
 DQ1858  DESIGNATION -  ILIN 122
 DQ1858  PID         -  DQ1858
 DQ1858  STATE/COUNTY-  IN/NEWTON
 DQ1858  COUNTRY     -  US
 DQ1858  USGS QUAD   -  MOROCCO (2019)
 DQ1858
 DQ1858                         *CURRENT SURVEY CONTROL
 DQ1858  ______________________________________________________________________
 DQ1858* NAD 83(2011) POSITION- 40 53 38.89416(N) 087 26 39.06312(W)   ADJUSTED
 DQ1858* NAD 83(2011) ELLIP HT-   169.506 (meters)        (10/27/23)   ADJUSTED
 DQ1858* NAD 83(2011) EPOCH   -  2010.00
 DQ1858* NAVD 88 ORTHO HEIGHT -   202.755 (meters)      665.21  (feet) ADJUSTED
 DQ1858  ______________________________________________________________________
 DQ1858  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 DQ1858  NAD 83(2011) X  -    215,312.014 (meters)                     COMP
 DQ1858  NAD 83(2011) Y  - -4,823,620.764 (meters)                     COMP
 DQ1858  NAD 83(2011) Z  -  4,153,654.411 (meters)                     COMP
 DQ1858  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DQ1858  DYNAMIC HEIGHT  -        202.666 (meters)      664.91  (feet) COMP
 DQ1858  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 DQ1858
 DQ1858  VERT ORDER      -  SECOND    CLASS I
 DQ1858
 DQ1858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1858  Standards:
 DQ1858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1858  -------------------------------------------------------------------
 DQ1858  NETWORK    0.38   1.94           0.16   0.15   0.99     -0.01834583
 DQ1858  -------------------------------------------------------------------
 DQ1858  Click here for local accuracies and other accuracy information.
 DQ1858
 DQ1858.The horizontal coordinates were established by GPS observations
 DQ1858.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 DQ1858
 DQ1858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1858.been affixed to the stable North American tectonic plate. See 
 DQ1858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1858
 DQ1858.The horizontal coordinates are valid at the epoch date displayed above
 DQ1858.which is a decimal equivalence of Year/Month/Day.
 DQ1858
 DQ1858.The orthometric height was determined by differential leveling and
 DQ1858.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1858.in May 2016.
 DQ1858
 DQ1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1858.GEOID18 height accuracy estimate available here.
 DQ1858
 DQ1858.Click photographs - Photos may exist for this station.
 DQ1858
 DQ1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1858
 DQ1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1858
 DQ1858.The ellipsoidal height was determined by GPS observations
 DQ1858.and is referenced to NAD 83.
 DQ1858
 DQ1858.The dynamic height is computed by dividing the NAVD 88
 DQ1858.geopotential number by the normal gravity value computed on the
 DQ1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1858.degrees latitude (g = 980.6199 gals.).
 DQ1858
 DQ1858.The modeled gravity was interpolated from observed gravity values.
 DQ1858
 DQ1858. The following values were computed from the NAD 83(2011) position.
 DQ1858
 DQ1858;                    North         East     Units Scale Factor Converg.
 DQ1858;SPC IN W     -   626,864.914   869,592.206   MT  0.99997804   -0 14 10.5
 DQ1858;SPC IN W     - 2,056,639.31  2,852,987.10   sFT  0.99997804   -0 14 10.5
 DQ1858;UTM  16      - 4,527,100.352   462,583.668   MT  0.99961723   -0 17 26.9
 DQ1858
 DQ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1858!SPC IN W     -   0.99997341  x   0.99997804  =   0.99995145
 DQ1858!UTM  16      -   0.99997341  x   0.99961723  =   0.99959065
 DQ1858
 DQ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6258327100(NAD 83)
 DQ1858
 DQ1858                          SUPERSEDED SURVEY CONTROL
 DQ1858
 DQ1858.No superseded survey control is available for this station.
 DQ1858
 DQ1858_MARKER: F = FLANGE-ENCASED ROD
 DQ1858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1858_STAMPING: ILIN 122 2016
 DQ1858_MARK LOGO: UIL
 DQ1858_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1858+STABILITY: POSITION/ELEVATION WELL
 DQ1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1858+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 DQ1858_ROD/PIPE-DEPTH: 11.0 meters
 DQ1858_SLEEVE-DEPTH  : 0.9 meters
 DQ1858
 DQ1858  HISTORY     - Date     Condition        Report By
 DQ1858  HISTORY     - 20160226 MONUMENTED       AMESC
 DQ1858  HISTORY     - 20210405 GOOD             INDOT
 DQ1858
 DQ1858                          STATION DESCRIPTION
 DQ1858
 DQ1858'DESCRIBED BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (BJD)
 DQ1858'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF KENTLAND, 8.3
 DQ1858'MI (13.4 KM) SOUTH OF ENOS AND 3.6 MI (5.8 KM) SOUTH OF MOROCCO.
 DQ1858'
 DQ1858'TO REACH FROM THE INTERSECTION OF US ROUTE 41 AND INDIANA ROUTE 16
 DQ1858'PROCEED NORTH ALONG US ROUTE 41 FOR 2.0 MI (3.2 KM) TO COUNTY ROAD
 DQ1858'WEST 700 SOUTH, WEST ALONG COUNTY ROAD WEST 700 SOUTH FOR 0.5 MI (0.8
 DQ1858'KM) TO COUNTY ROAD SOUTH 275 WEST, SOUTH ALONG COUNTY ROAD SOUTH 275
 DQ1858'WEST FOR 350 FT (106.7 M) TO THE STATION ON THE LEFT.
 DQ1858'
 DQ1858'THE STATION IS 16.5 FT (5.0 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DQ1858'SOUTH 275 WEST, 353.5 FT (107.7 M) SOUTHEAST OF A TELEPHONE PEDESTAL,
 DQ1858'271 FT (82.6 M) SOUTH-SOUTHEAST OF A GAS TEST STATION AND WARNING
 DQ1858'POST, 254 FT (77.4 M) NORTH OF A POWER POLE AND 10 FT (3.0 M) SOUTH OF
 DQ1858'A POWER POLE.
 DQ1858'
 DQ1858'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ1858'THE ROD (DATUM POINT) IS SURROUNDED BY A FLOATING BRONZE DISK TO AID.
 DQ1858
 DQ1858                          STATION RECOVERY (2021)
 DQ1858
 DQ1858'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JES)
 DQ1858'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1356 ***********************************************************************
 KA1356  DESIGNATION -  ILLIANA
 KA1356  PID         -  KA1356
 KA1356  STATE/COUNTY-  IN/VIGO
 KA1356  COUNTRY     -  US
 KA1356  USGS QUAD   -  DENNISON (2018)
 KA1356
 KA1356                         *CURRENT SURVEY CONTROL
 KA1356  ______________________________________________________________________
 KA1356* NAD 83(1997) POSITION- 39 26 08.94042(N) 087 31 46.27735(W)   ADJUSTED
 KA1356* NAVD 88 ORTHO HEIGHT -   170.270 (meters)      558.63  (feet) ADJUSTED
 KA1356  ______________________________________________________________________
 KA1356  GEOID HEIGHT    -        -32.485 (meters)                     GEOID18
 KA1356  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 KA1356  DYNAMIC HEIGHT  -        170.174 (meters)      558.31  (feet) COMP
 KA1356  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA1356
 KA1356  HORZ ORDER      -  SECOND
 KA1356  VERT ORDER      -  SECOND    CLASS 0
 KA1356
 KA1356.The horizontal coordinates were established by classical geodetic methods
 KA1356.and adjusted by the National Geodetic Survey in May 1999.
 KA1356
 KA1356.The orthometric height was determined by differential leveling and
 KA1356.adjusted by the NATIONAL GEODETIC SURVEY
 KA1356.in June 1991.
 KA1356
 KA1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1356.GEOID18 height accuracy estimate available here.
 KA1356
 KA1356.Click photographs - Photos may exist for this station.
 KA1356
 KA1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1356
 KA1356.The dynamic height is computed by dividing the NAVD 88
 KA1356.geopotential number by the normal gravity value computed on the
 KA1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1356.degrees latitude (g = 980.6199 gals.).
 KA1356
 KA1356.The modeled gravity was interpolated from observed gravity values.
 KA1356
 KA1356. The following values were computed from the NAD 83(1997) position.
 KA1356
 KA1356;                    North         East     Units Scale Factor Converg.
 KA1356;SPC IN W     -   464,973.911   861,587.762   MT  0.99998483   -0 17 00.3
 KA1356;SPC IN W     - 1,525,501.91  2,826,725.85   sFT  0.99998483   -0 17 00.3
 KA1356;UTM  16      - 4,365,275.216   454,430.293   MT  0.99962557   -0 20 10.9
 KA1356
 KA1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1356!SPC IN W     -   0.99997838  x   0.99998483  =   0.99996321
 KA1356!UTM  16      -   0.99997838  x   0.99962557  =   0.99960396
 KA1356
 KA1356:                Primary Azimuth Mark                     Grid Az
 KA1356:SPC IN W     -  ILLIANA AZ MK                            095 27 51.6
 KA1356:UTM  16      -  ILLIANA AZ MK                            095 31 02.2
 KA1356
 KA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5443065275(NAD 83)
 KA1356
 KA1356|---------------------------------------------------------------------|
 KA1356| PID    Reference Object                     Distance      Geod. Az  |
 KA1356|                                                           dddmmss.s |
 KA1356| KA1355 ILLIANA RM 1                         32.167 METERS 02251     |
 KA1356| CM3717 ILLIANA AZ MK                                      0951051.3 |
 KA1356| KA1357 ILLIANA RM 2                         22.465 METERS 23840     |
 KA1356|---------------------------------------------------------------------|
 KA1356
 KA1356                          SUPERSEDED SURVEY CONTROL
 KA1356
 KA1356  NAD 83(1986)-  39 26 08.94776(N)    087 31 46.27038(W) AD(       ) 2
 KA1356  NAD 27      -  39 26 08.81920(N)    087 31 46.18850(W) AD(       ) 2
 KA1356  NGVD 29 (??/??/92)  170.368  (m)          558.95   (f) ADJ UNCH    2 0
 KA1356  NGVD 29             170.37   (m)          559.0    (f) LEVELING    3  
 KA1356
 KA1356.Superseded values are not recommended for survey control.
 KA1356
 KA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1356.See file dsdata.pdf to determine how the superseded data were derived.
 KA1356
 KA1356_MARKER: DS = TRIANGULATION STATION DISK
 KA1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1356_STAMPING: ILLIANA 1959
 KA1356_MARK LOGO: CGS
 KA1356_PROJECTION: FLUSH
 KA1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1356+STABILITY: SURFACE MOTION
 KA1356
 KA1356  HISTORY     - Date     Condition        Report By
 KA1356  HISTORY     - 1959     MONUMENTED       CGS
 KA1356  HISTORY     - 1960     GOOD             CGS
 KA1356  HISTORY     - 1967     GOOD             CGS
 KA1356  HISTORY     - 1967     GOOD             CGS
 KA1356
 KA1356                          STATION DESCRIPTION
 KA1356
 KA1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1356'STATION IS LOCATED ABOUT 0.1 MILE EAST OF THE ILLINOIS-INDIANA STATE
 KA1356'LINE, 9 MILES EAST-NORTHEAST OF MARSHALL, 5 MILES
 KA1356'WEST-SOUTHWEST OF W.TERRE HAUTE AND JUST EAST OF THE ILLIANA MOTEL.
 KA1356'
 KA1356'TO REACH FROM THE JUNCTION OF THE ILLINOIS-INDIANA STATE LINE AND
 KA1356'U.S. HIGHWAY 40, GO EASTERLY ON U.S. HIGHWAY 40 FOR ABOUT 0.1 MILE
 KA1356'TO A ROAD SIDE PARK ON THE RIGHT, TURN RIGHT AND GO SOUTH OFF U.S.
 KA1356'HIGHWAY 40 FOR 0.5 MILE TO SOUTHEAST CORNER OF LOT TO
 KA1356'STATION AS DESCRIBED.
 KA1356'
 KA1356'STATION MARK, A STANDARD STATION MARK DISK STAMPED ILLIANA 1959, IS
 KA1356'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 KA1356'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS APPROXIMATELY 400
 KA1356'FEET SOUTHEAST OF THE ILLIANA MOTEL, 107.4 FEET SOUTH-WEST
 KA1356'OF WITNESS POST, 106 FEET SOUTHWEST OF FENCE CORNER, 48 FEET
 KA1356'NORTH-NORTHWEST OF 4 INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER AND
 KA1356'33 FEET NORTHWEST OF TRIANGLE BLAZED TREE.
 KA1356'
 KA1356'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 KA1356'ILLIANA NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1356'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS
 KA1356'1.9 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE
 KA1356'CORNER.
 KA1356'
 KA1356'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 KA1356'ILLIANA NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1356'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS
 KA1356'87 FEET WEST-SOUTHWEST OF TRIANGLE BLAZED TREE, 83 FEET WEST
 KA1356'OF 4 INCH SQUARE CONCRETE RIGHT- OF - WAY MARKER AND 16.6 FEET SOUTH
 KA1356'OF A 8 INCH TREE.
 KA1356'
 KA1356'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED ILLIANA 1959, IS
 KA1356'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 KA1356'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 21 FEET WEST OF
 KA1356'APPROXIMATE CENTER OF ROAD, 6.4 FEET NORTH OF WITNESS POST, 2.6
 KA1356'FEET SOUTH OF POWER POLE AND 1 FOOT EAST OF FENCE.
 KA1356'
 KA1356'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO U.S.HIGHWAY
 KA1356'40, TURN RIGHT AND GO EASTERLY 0.7 MILE TO CROSSROAD, TURN
 KA1356'RIGHT AND GO SOUTH ON ROBINSON ROAD FOR 0.3 MILE TO AZIMUTH MARK ON
 KA1356'RIGHT AS DESCRIBED.
 KA1356
 KA1356                          STATION RECOVERY (1960)
 KA1356
 KA1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KA1356'4.8 MI W FROM WEST TERRE HAUTE.
 KA1356'4.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION WITH
 KA1356'U.S. HIGHWAY 150 IN WEST TERRE HAUTE, ABOUT 0.1 MILE WEST OF THE
 KA1356'JUNCTION OF JOAB ROAD, ABOUT 0.05 MILE EAST OF THE JUNCTION OF
 KA1356'STATE LINE ROAD, 383 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 KA1356'LANE OF U.S. HIGHWAY 40, 106 FEET SOUTH-SOUTHWEST OF A FENCE
 KA1356'CORNER, 216 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA1356'ILLIANA MOTEL, 48 FEET NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 KA1356'MARKER, 32 1/2 FEET NORTHWEST OF A 14-INCH TRIANGULAR BLAZED
 KA1356'ELM TREE, 108.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 KA1356'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1356'NOTE-- A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 KA1356
 KA1356                          STATION RECOVERY (1967)
 KA1356
 KA1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KA1356'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION. THE
 KA1356'PREVIOUS DESCRIPTION IS GOOD. A METAL WITNESS POST WAS SET 1
 KA1356'FOOT EAST OF THE STATION MARK.
 KA1356'
 KA1356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN. 4.75 WEST OF WEST
 KA1356'TERRE HAUTE.
 KA1356
 KA1356                          STATION RECOVERY (1967)
 KA1356
 KA1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KA1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1355 ***********************************************************************
 KA1355  DESIGNATION -  ILLIANA RM 1
 KA1355  PID         -  KA1355
 KA1355  STATE/COUNTY-  IN/VIGO
 KA1355  COUNTRY     -  US
 KA1355  USGS QUAD   -  DENNISON (2018)
 KA1355
 KA1355                         *CURRENT SURVEY CONTROL
 KA1355  ______________________________________________________________________
 KA1355* NAD 83(1986) POSITION- 39 26 09.90   (N) 087 31 45.76   (W)   HD_HELD1
 KA1355* NAVD 88 ORTHO HEIGHT -   170.299 (meters)      558.72  (feet) ADJUSTED
 KA1355  ______________________________________________________________________
 KA1355  GEOID HEIGHT    -        -32.485 (meters)                     GEOID18
 KA1355  DYNAMIC HEIGHT  -        170.203 (meters)      558.41  (feet) COMP
 KA1355  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA1355
 KA1355  VERT ORDER      -  SECOND    CLASS 0
 KA1355
 KA1355.The horizontal coordinates were determined by differentially corrected
 KA1355.hand held GPS observations or other comparable positioning techniques
 KA1355.and have an estimated accuracy of +/- 3 meters.
 KA1355
 KA1355.The orthometric height was determined by differential leveling and
 KA1355.adjusted by the NATIONAL GEODETIC SURVEY
 KA1355.in June 1991.
 KA1355
 KA1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1355.GEOID18 height accuracy estimate available here.
 KA1355
 KA1355.Click photographs - Photos may exist for this station.
 KA1355
 KA1355.The dynamic height is computed by dividing the NAVD 88
 KA1355.geopotential number by the normal gravity value computed on the
 KA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1355.degrees latitude (g = 980.6199 gals.).
 KA1355
 KA1355.The modeled gravity was interpolated from observed gravity values.
 KA1355
 KA1355;                    North         East    Units  Estimated Accuracy
 KA1355;SPC IN W     -   465,003.4     861,600.3     MT  (+/- 3 meters HH1 GPS) 
 KA1355
 KA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5444265304(NAD 83)
 KA1355
 KA1355                          SUPERSEDED SURVEY CONTROL
 KA1355
 KA1355  NGVD 29 (??/??/92)  170.396  (m)          559.04   (f) ADJ UNCH    2 0
 KA1355
 KA1355.Superseded values are not recommended for survey control.
 KA1355
 KA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1355.See file dsdata.pdf to determine how the superseded data were derived.
 KA1355
 KA1355_MARKER: DR = REFERENCE MARK DISK
 KA1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1355_STAMPING: ILLIANA NO 1 1959
 KA1355_MARK LOGO: CGS
 KA1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1355+STABILITY: SURFACE MOTION
 KA1355
 KA1355  HISTORY     - Date     Condition        Report By
 KA1355  HISTORY     - 1959     MONUMENTED       CGS
 KA1355  HISTORY     - 1960     GOOD             CGS
 KA1355  HISTORY     - 1967     GOOD             CGS
 KA1355
 KA1355                          STATION DESCRIPTION
 KA1355
 KA1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KA1355'4.8 MI W FROM WEST TERRE HAUTE.
 KA1355'4.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1355'U.S. HIGHWAY 150 IN WEST TERRE HAUTE, ABOUT 0.1 MILE WEST OF
 KA1355'THE JUNCTION OF JOAB ROAD, ABOUT 0.05 MILE EAST OF THE JUNCTION
 KA1355'OF STATE LINE ROAD, 287 FEET SOUTH OF THE CENTER LINE OF THE
 KA1355'EAST-BOUND LANE OF U.S. HIGHWAY 40, 1 FOOT WEST OF A FENCE
 KA1355'CORNER, 144 FEET SOUTH F THE SOUTHWEST CORNER OF A WHITE HOUSE,
 KA1355'105 1/2 FEET NORTH-NORTHEAST OF TRIANGULATION STATION ILLIANA,
 KA1355'1.9 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF
 KA1355'A CONCRETE POST PROJECTING 1 INCH.
 KA1355
 KA1355                          STATION RECOVERY (1967)
 KA1355
 KA1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KA1355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1357 ***********************************************************************
 KA1357  DESIGNATION -  ILLIANA RM 2
 KA1357  PID         -  KA1357
 KA1357  STATE/COUNTY-  IN/VIGO
 KA1357  COUNTRY     -  US
 KA1357  USGS QUAD   -  DENNISON (2018)
 KA1357
 KA1357                         *CURRENT SURVEY CONTROL
 KA1357  ______________________________________________________________________
 KA1357* NAD 83(1986) POSITION- 39 26 08.56   (N) 087 31 47.08   (W)   HD_HELD1
 KA1357* NAVD 88 ORTHO HEIGHT -   170.390 (meters)      559.02  (feet) ADJUSTED
 KA1357  ______________________________________________________________________
 KA1357  GEOID HEIGHT    -        -32.485 (meters)                     GEOID18
 KA1357  DYNAMIC HEIGHT  -        170.293 (meters)      558.70  (feet) COMP
 KA1357  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA1357
 KA1357  VERT ORDER      -  SECOND    CLASS 0
 KA1357
 KA1357.The horizontal coordinates were determined by differentially corrected
 KA1357.hand held GPS observations or other comparable positioning techniques
 KA1357.and have an estimated accuracy of +/- 3 meters.
 KA1357
 KA1357.The orthometric height was determined by differential leveling and
 KA1357.adjusted by the NATIONAL GEODETIC SURVEY
 KA1357.in June 1991.
 KA1357
 KA1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1357.GEOID18 height accuracy estimate available here.
 KA1357
 KA1357.Click photographs - Photos may exist for this station.
 KA1357
 KA1357.The dynamic height is computed by dividing the NAVD 88
 KA1357.geopotential number by the normal gravity value computed on the
 KA1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1357.degrees latitude (g = 980.6199 gals.).
 KA1357
 KA1357.The modeled gravity was interpolated from observed gravity values.
 KA1357
 KA1357;                    North         East    Units  Estimated Accuracy
 KA1357;SPC IN W     -   464,962.3     861,568.5     MT  (+/- 3 meters HH1 GPS) 
 KA1357
 KA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5441165263(NAD 83)
 KA1357
 KA1357                          SUPERSEDED SURVEY CONTROL
 KA1357
 KA1357  NGVD 29 (??/??/92)  170.487  (m)          559.34   (f) ADJ UNCH    2 0
 KA1357
 KA1357.Superseded values are not recommended for survey control.
 KA1357
 KA1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1357.See file dsdata.pdf to determine how the superseded data were derived.
 KA1357
 KA1357_MARKER: DR = REFERENCE MARK DISK
 KA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1357_STAMPING: ILLIANA NO 2 1959
 KA1357_MARK LOGO: CGS
 KA1357_PROJECTION: FLUSH
 KA1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1357+STABILITY: SURFACE MOTION
 KA1357
 KA1357  HISTORY     - Date     Condition        Report By
 KA1357  HISTORY     - 1959     MONUMENTED       CGS
 KA1357  HISTORY     - 1960     GOOD             CGS
 KA1357  HISTORY     - 1967     GOOD             CGS
 KA1357
 KA1357                          STATION DESCRIPTION
 KA1357
 KA1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KA1357'4.8 MI W FROM WEST TERRE HAUTE.
 KA1357'4.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1357'U.S. HIGHWAY 150 IN WEST TERRE HAUTE, ABOUT 0.1 MILE WEST OF THE
 KA1357'JUNCTION OF JOAB ROAD, ABOUT 0.05 MILE EAST OF THE JUNCTION OF
 KA1357'STATE LINE ROAD, 428 FEET SOUTH OF THE CENTER LINE OF THE
 KA1357'EAST-BOUND LANE OF U.S. HIGHWAY 40, 171 1/2 FEET SOUTHWEST OF A
 KA1357'FENCECORNER, 171 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA1357'ILLIANA MOTEL, 83 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 KA1357'86 FEET WEST OF A 14-INCH TRIANGULAR BLAZED ELM TREE, 73.8
 KA1357'FEET SOUTHWEST OF TRIANGULATION STATION ILLIANA, 173.5 FEET
 KA1357'SOUTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 KA1357'CONCRETE POST FLUSH WITH THE GROUND.
 KA1357
 KA1357                          STATION RECOVERY (1967)
 KA1357
 KA1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KA1357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2080 ***********************************************************************
 KA2080  DESIGNATION -  IMAGIS 16
 KA2080  PID         -  KA2080
 KA2080  STATE/COUNTY-  IN/MARION
 KA2080  COUNTRY     -  US
 KA2080  USGS QUAD   -  FISHERS (2019)
 KA2080
 KA2080                         *CURRENT SURVEY CONTROL
 KA2080  ______________________________________________________________________
 KA2080* NAD 83(2011) POSITION- 39 53 01.42473(N) 086 02 03.81659(W)   ADJUSTED
 KA2080* NAD 83(2011) ELLIP HT-   223.029 (meters)        (06/27/12)   ADJUSTED
 KA2080* NAD 83(2011) EPOCH   -  2010.00
 KA2080* NAVD 88 ORTHO HEIGHT -   256.89  (+/-2cm)      842.8   (feet) VERTCON3
 KA2080  ______________________________________________________________________
 KA2080  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 KA2080  NAD 83(2011) X  -    338,953.166 (meters)                     COMP
 KA2080  NAD 83(2011) Y  - -4,889,432.419 (meters)                     COMP
 KA2080  NAD 83(2011) Z  -  4,068,230.563 (meters)                     COMP
 KA2080  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 KA2080  VERT ORDER      -  THIRD ? (See Below)
 KA2080
 KA2080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2080  Standards:
 KA2080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2080  -------------------------------------------------------------------
 KA2080  NETWORK    2.28   6.06           0.88   0.98   3.09      0.08916954
 KA2080  -------------------------------------------------------------------
 KA2080  Click here for local accuracies and other accuracy information.
 KA2080
 KA2080.The horizontal coordinates were established by GPS observations
 KA2080.and adjusted by the National Geodetic Survey in June 2012.
 KA2080
 KA2080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2080.been affixed to the stable North American tectonic plate. See 
 KA2080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2080
 KA2080.The horizontal coordinates are valid at the epoch date displayed above
 KA2080.which is a decimal equivalence of Year/Month/Day.
 KA2080
 KA2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2080
 KA2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2080.GEOID18 height accuracy estimate available here.
 KA2080
 KA2080.The vertical order pertains to the NGVD 29 superseded value.
 KA2080
 KA2080.Click photographs - Photos may exist for this station.
 KA2080
 KA2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2080
 KA2080.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2080
 KA2080.The ellipsoidal height was determined by GPS observations
 KA2080.and is referenced to NAD 83.
 KA2080
 KA2080. The following values were computed from the NAD 83(2011) position.
 KA2080
 KA2080;                    North         East     Units Scale Factor Converg.
 KA2080;SPC IN E     -   514,672.823    68,546.202   MT  0.99997884   -0 14 08.9
 KA2080;SPC IN E     - 1,688,555.75    224,888.66   sFT  0.99997884   -0 14 08.9
 KA2080;UTM  16      - 4,415,298.561   582,564.212   MT  0.99968392   +0 37 09.2
 KA2080
 KA2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2080!SPC IN E     -   0.99996501  x   0.99997884  =   0.99994385
 KA2080!UTM  16      -   0.99996501  x   0.99968392  =   0.99964894
 KA2080
 KA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8256415298(NAD 83)
 KA2080
 KA2080                          SUPERSEDED SURVEY CONTROL
 KA2080
 KA2080  NAD 83(2007)-  39 53 01.42479(N)    086 02 03.81753(W) AD(2002.00) 0
 KA2080  ELLIP H (02/10/07)  223.051  (m)                       GP(2002.00)    
 KA2080  NAD 83(1997)-  39 53 01.42512(N)    086 02 03.81743(W) AD(       ) 1
 KA2080  ELLIP H (05/25/99)  223.076  (m)                       GP(       ) 4 1
 KA2080  NAD 83(1986)-  39 53 01.42073(N)    086 02 03.83117(W) AD(       ) 1
 KA2080  NGVD 29             257.02   (m)          843.2    (f) LEVELING    3  
 KA2080
 KA2080.Superseded values are not recommended for survey control.
 KA2080
 KA2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2080.See file dsdata.pdf to determine how the superseded data were derived.
 KA2080
 KA2080_MARKER: DD = SURVEY DISK
 KA2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2080_STAMPING: IMAGIS NO. 16
 KA2080_MARK LOGO: IN-097
 KA2080_PROJECTION: FLUSH
 KA2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2080+STABILITY: SURFACE MOTION
 KA2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2080+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 KA2080
 KA2080  HISTORY     - Date     Condition        Report By
 KA2080  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2080  HISTORY     - 19950925 GOOD             USPSQD
 KA2080  HISTORY     - 20040419 GOOD             MAJENG
 KA2080  HISTORY     - 20070831 GOOD             GEOCAC
 KA2080  HISTORY     - 20250401 GOOD             ASMINC
 KA2080
 KA2080                          STATION DESCRIPTION
 KA2080
 KA2080'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 KA2080'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF FORT
 KA2080'BENJAMIN HARRISON, 1.2 KM (0.75 MI) EAST OF INTERSTATE 465 (ON EAST
 KA2080'71ST STREET), ON THE GROUNDS OF CRESTVIEW ELEMEMTARY SCHOOL.
 KA2080'TO REACH THE STATION FROM THE INTERSECTION OF NORTH SHADELAND AVENUE
 KA2080'AND INTERSTATE 465 (INTERCHANGE NO. 40), GO NORTH ON SHADELAND AVENUE
 KA2080'TO 71ST STREET.  TURN RIGHT AND GO EAST FOR 0.96 KM (0.60 MI) ON 71ST
 KA2080'STREET. TURN LEFT AND GO NORTH FOR 30.5 METERS (100.1 FT) ON THE
 KA2080'EASTERNMOST ENTRANCE DRIVE TO CRESTVIEW ELEMENTARY SCHOOL TO THE
 KA2080'STATION ON THE LEFT.
 KA2080'THE STATION IS A STANDARD 6.4 CM IMAGIS DISK STAMPED IMAGIS NO. 16 SET
 KA2080'INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KA2080'LOCATED 2.8 METERS (9.2 FT) WEST FROM THE WEST EDGE OF PAVEMENT.
 KA2080'28.13 METERS (92.29 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 KA2080'CONCRETE LIGHT BASE.  28.7 METERS (94.2 FT) SOUTHWEST FROM A
 KA2080'FLAGPOLE.  27.16 METERS (89.11 FT) NORTH FROM THE FACE OF POWER POLE
 KA2080'NUMBER 43279.  39.2 METERS (128.6 FT) SOUTH-SOUTHWEST FROM THE
 KA2080'SOUTHERNMOST CORNER OF THE SCHOOL BUILDING.  31.94 METERS
 KA2080'(104.79 FT) NORTH FROM THE CENTERLINE OF 71ST STREET.  8.96 METERS
 KA2080'(29.40 FT) WEST FROM THE WEST EDGE OF A CONCRETE WALK AND CURB.
 KA2080
 KA2080                          STATION RECOVERY (1995)
 KA2080
 KA2080'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA2080'RECOVERED IN GOOD CONDITION.
 KA2080
 KA2080                          STATION RECOVERY (2004)
 KA2080
 KA2080'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2004 (DLH)
 KA2080'RECOVERED IN GOOD CONDITION.
 KA2080
 KA2080                          STATION RECOVERY (2007)
 KA2080
 KA2080'RECOVERY NOTE BY GEOCACHING 2007 (MJM)
 KA2080'MANY OF THE REFERENCES FROM THE ORIGINAL DATA SHEET APPEAR TO HAVE
 KA2080'BEEN REMOVED.  AFTER FINDING THIS ONE TODAY, I TOOK THE FOLLOWING
 KA2080'REFERENCES.
 KA2080'NORTH OF THE CENTERLINE OF 71ST ST APPROXIMATELY 96', SOUTHWEST OF A
 KA2080'BEEHIVE-TYPE DRAINAGE INLET 56.15', SOUTHEAST OF A METAL LIGHT POLE
 KA2080'WITH CONCRETE BASE AT THE SW CORNER OF A DUMPSTER PAD 84.10',
 KA2080'SOUTHWEST OF A 5-INCH SWEET GUM TREE 22.90', NORTH NORTHEAST OF A
 KA2080'12-INCH SWEET GUM TREE 28.64', AT APPROXIMATELY 16' WEST OF THE WEST
 KA2080'EDGE OF THE PAVEMENT.
 KA2080'THE PAVEMENT IS CURVED AT THIS POINT, SO I GUESSED A PERPENDICULAR.
 KA2080'
 KA2080'THE MARK IS GRADUALLY GETTING BURIED.  DUE TO THE MATERIALS USED IN
 KA2080'THE CONSTRUCTION OF THIS MARK, A STANDARD MAGNETIC LOCATOR WILL BE
 KA2080'ABLE TO DETECT IT.
 KA2080
 KA2080                          STATION RECOVERY (2025)
 KA2080
 KA2080'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2025 (RL)
 KA2080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2078 ***********************************************************************
 KA2078  DESIGNATION -  IMAGIS 32
 KA2078  PID         -  KA2078
 KA2078  STATE/COUNTY-  IN/MARION
 KA2078  COUNTRY     -  US
 KA2078  USGS QUAD   -  CLERMONT (2019)
 KA2078
 KA2078                         *CURRENT SURVEY CONTROL
 KA2078  ______________________________________________________________________
 KA2078* NAD 83(2011) POSITION- 39 48 38.95515(N) 086 15 21.60402(W)   ADJUSTED
 KA2078* NAD 83(2011) ELLIP HT-   195.181 (meters)        (06/27/12)   ADJUSTED
 KA2078* NAD 83(2011) EPOCH   -  2010.00
 KA2078* NAVD 88 ORTHO HEIGHT -   228.62  (+/-2cm)      750.1   (feet) VERTCON3
 KA2078  ______________________________________________________________________
 KA2078  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 KA2078  NAD 83(2011) X  -    320,376.728 (meters)                     COMP
 KA2078  NAD 83(2011) Y  - -4,895,861.502 (meters)                     COMP
 KA2078  NAD 83(2011) Z  -  4,061,997.444 (meters)                     COMP
 KA2078  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 KA2078  VERT ORDER      -  THIRD ? (See Below)
 KA2078
 KA2078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2078  Standards:
 KA2078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2078  -------------------------------------------------------------------
 KA2078  NETWORK    1.93   5.63           0.87   0.69   2.87     -0.01392016
 KA2078  -------------------------------------------------------------------
 KA2078  Click here for local accuracies and other accuracy information.
 KA2078
 KA2078.The horizontal coordinates were established by GPS observations
 KA2078.and adjusted by the National Geodetic Survey in June 2012.
 KA2078
 KA2078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2078.been affixed to the stable North American tectonic plate. See 
 KA2078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2078
 KA2078.The horizontal coordinates are valid at the epoch date displayed above
 KA2078.which is a decimal equivalence of Year/Month/Day.
 KA2078
 KA2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2078
 KA2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2078.GEOID18 height accuracy estimate available here.
 KA2078
 KA2078.The vertical order pertains to the NGVD 29 superseded value.
 KA2078
 KA2078.Click photographs - Photos may exist for this station.
 KA2078
 KA2078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2078
 KA2078.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2078
 KA2078.The ellipsoidal height was determined by GPS observations
 KA2078.and is referenced to NAD 83.
 KA2078
 KA2078. The following values were computed from the NAD 83(2011) position.
 KA2078
 KA2078;                    North         East     Units Scale Factor Converg.
 KA2078;SPC IN E     -   506,679.411    49,537.374   MT  0.99999800   -0 22 38.4
 KA2078;SPC IN E     - 1,662,330.70    162,523.87   sFT  0.99999800   -0 22 38.4
 KA2078;UTM  16      - 4,407,025.263   563,682.756   MT  0.99964993   +0 28 34.9
 KA2078
 KA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2078!SPC IN E     -   0.99996938  x   0.99999800  =   0.99996738
 KA2078!UTM  16      -   0.99996938  x   0.99964993  =   0.99961932
 KA2078
 KA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6368207025(NAD 83)
 KA2078
 KA2078                          SUPERSEDED SURVEY CONTROL
 KA2078
 KA2078  NAD 83(2007)-  39 48 38.95519(N)    086 15 21.60498(W) AD(2002.00) 0
 KA2078  ELLIP H (02/10/07)  195.202  (m)                       GP(2002.00)    
 KA2078  NAD 83(1997)-  39 48 38.95554(N)    086 15 21.60477(W) AD(       ) 1
 KA2078  ELLIP H (05/25/99)  195.215  (m)                       GP(       ) 4 1
 KA2078  NAD 83(1986)-  39 48 38.95143(N)    086 15 21.62144(W) AD(       ) 1
 KA2078  NGVD 29             228.75   (m)          750.5    (f) LEVELING    3  
 KA2078
 KA2078.Superseded values are not recommended for survey control.
 KA2078
 KA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2078.See file dsdata.pdf to determine how the superseded data were derived.
 KA2078
 KA2078_MARKER: DD = SURVEY DISK
 KA2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2078_STAMPING: IMAGIS NO. 32
 KA2078_MARK LOGO: IN-097
 KA2078_PROJECTION: FLUSH
 KA2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2078+STABILITY: SURFACE MOTION
 KA2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2078+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KA2078
 KA2078  HISTORY     - Date     Condition        Report By
 KA2078  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2078
 KA2078                          STATION DESCRIPTION
 KA2078
 KA2078'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 KA2078'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF THE TOWN OF
 KA2078'SPEEDWAY.  1.6 KM (1.00 MI) EAST OF INTERSTATE 465 ON MOLLER ROAD IN
 KA2078'COUNTY RIGHT-OF-WAY AT GUSTAFSON PARK.
 KA2078'TO REACH THE STATION FROM THE INTERSECTION OF WEST 38TH STREET AND
 KA2078'INTERSTATE 465, GO EAST FOR 1.6 KM (1.00 MI) ON WEST 38TH STREET.
 KA2078'TURN RIGHT AND GO SOUTH FOR 1.44 KM (0.90 MI) ON MOLLER ROAD TO
 KA2078'STATION ON WEST EDGE OF MOLLER ROAD AND THE EXTENDED CENTERLINE OF
 KA2078'PATRICIA STREET.
 KA2078'THE STATION IS A STANDARD 6.4 CM IMAGIS DISK STAMPED IMAGIS NO. 32 SET
 KA2078'INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KA2078'LOCATED 3.96 METERS (12.99 FT) WEST FROM AN INLET.  5.88 METERS
 KA2078'(19.29 FT) SOUTH FROM THE WEST LEG OF A CITY PARK SIGN.  7.19 METERS
 KA2078'(23.59 FT) NORTHWEST FROM THE FACE OF POWER POLE NUMBER 32425A.  15.1
 KA2078'METERS (49.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A WATER METER
 KA2078'PIT MANHOLE RIM.  10.8 METERS (35.4 FT) WEST FROM A BRASS PLUG IN THE
 KA2078'CENTERLINE INTERSECTION OF MOLLER ROAD AND PATRICIA STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2079 ***********************************************************************
 KA2079  DESIGNATION -  IMAGIS 37
 KA2079  PID         -  KA2079
 KA2079  STATE/COUNTY-  IN/MARION
 KA2079  COUNTRY     -  US
 KA2079  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA2079
 KA2079                         *CURRENT SURVEY CONTROL
 KA2079  ______________________________________________________________________
 KA2079* NAD 83(2011) POSITION- 39 46 54.69612(N) 086 00 22.46229(W)   ADJUSTED
 KA2079* NAD 83(2011) ELLIP HT-   227.991 (meters)        (06/27/12)   ADJUSTED
 KA2079* NAD 83(2011) EPOCH   -  2010.00
 KA2079* NAVD 88 ORTHO HEIGHT -   261.69  (+/-2cm)      858.6   (feet) VERTCON3
 KA2079  ______________________________________________________________________
 KA2079  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 KA2079  NAD 83(2011) X  -    341,860.576 (meters)                     COMP
 KA2079  NAD 83(2011) Y  - -4,896,496.777 (meters)                     COMP
 KA2079  NAD 83(2011) Z  -  4,059,547.782 (meters)                     COMP
 KA2079  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 KA2079  VERT ORDER      -  THIRD ? (See Below)
 KA2079
 KA2079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2079  Standards:
 KA2079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2079  -------------------------------------------------------------------
 KA2079  NETWORK    2.38   6.57           0.91   1.03   3.35      0.07722850
 KA2079  -------------------------------------------------------------------
 KA2079  Click here for local accuracies and other accuracy information.
 KA2079
 KA2079.The horizontal coordinates were established by GPS observations
 KA2079.and adjusted by the National Geodetic Survey in June 2012.
 KA2079
 KA2079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2079.been affixed to the stable North American tectonic plate. See 
 KA2079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2079
 KA2079.The horizontal coordinates are valid at the epoch date displayed above
 KA2079.which is a decimal equivalence of Year/Month/Day.
 KA2079
 KA2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2079
 KA2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2079.GEOID18 height accuracy estimate available here.
 KA2079
 KA2079.The vertical order pertains to the NGVD 29 superseded value.
 KA2079
 KA2079.Click photographs - Photos may exist for this station.
 KA2079
 KA2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2079
 KA2079.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2079
 KA2079.The ellipsoidal height was determined by GPS observations
 KA2079.and is referenced to NAD 83.
 KA2079
 KA2079. The following values were computed from the NAD 83(2011) position.
 KA2079
 KA2079;                    North         East     Units Scale Factor Converg.
 KA2079;SPC IN E     -   503,352.966    70,911.441   MT  0.99997708   -0 13 02.2
 KA2079;SPC IN E     - 1,651,417.19    232,648.62   sFT  0.99997708   -0 13 02.2
 KA2079;UTM  16      - 4,404,018.507   585,097.187   MT  0.99968915   +0 38 09.3
 KA2079
 KA2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2079!SPC IN E     -   0.99996423  x   0.99997708  =   0.99994131
 KA2079!UTM  16      -   0.99996423  x   0.99968915  =   0.99965339
 KA2079
 KA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8509704018(NAD 83)
 KA2079
 KA2079                          SUPERSEDED SURVEY CONTROL
 KA2079
 KA2079  NAD 83(2007)-  39 46 54.69617(N)    086 00 22.46324(W) AD(2002.00) 0
 KA2079  ELLIP H (02/10/07)  228.013  (m)                       GP(2002.00)    
 KA2079  NAD 83(1997)-  39 46 54.69651(N)    086 00 22.46307(W) AD(       ) 1
 KA2079  ELLIP H (05/25/99)  228.034  (m)                       GP(       ) 4 1
 KA2079  NAD 83(1986)-  39 46 54.69223(N)    086 00 22.47780(W) AD(       ) 1
 KA2079  NGVD 29             261.81   (m)          859.0    (f) LEVELING    3  
 KA2079
 KA2079.Superseded values are not recommended for survey control.
 KA2079
 KA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2079.See file dsdata.pdf to determine how the superseded data were derived.
 KA2079
 KA2079_MARKER: DD = SURVEY DISK
 KA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2079_STAMPING: IMAGIS NO. 37
 KA2079_MARK LOGO: IN-097
 KA2079_PROJECTION: FLUSH
 KA2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2079+STABILITY: SURFACE MOTION
 KA2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2079+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 KA2079
 KA2079  HISTORY     - Date     Condition        Report By
 KA2079  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2079  HISTORY     - 20040917 GOOD             MAJENG
 KA2079  HISTORY     - 20050622 GOOD             COMPDA
 KA2079
 KA2079                          STATION DESCRIPTION
 KA2079
 KA2079'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 KA2079'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF THE TOWN OF
 KA2079'CUMBERLAND. 2 KM (1.25 MI) EAST OF INTERSTATE 465 ON EAST 10TH STREET
 KA2079'ON COUNTY PROPERTY AT WOODVIEW GOVERNMENT CENTER.
 KA2079'TO REACH THE STATION FROM THE INTERSECTION OF EAST U.S. HIGHWAY 40
 KA2079'(EAST WASHINGTON STREET) AND INTERSTATE 465, GO EAST FOR 2 KM
 KA2079'(1.25 MI) ON U.S. HIGHWAY 40 (EAST WASHINGTON STREET).  TURN LEFT AND
 KA2079'GO NORTH FOR 1.07 KM (0.65 MI) ON POST ROAD.  TURN RIGHT AND GO EAST
 KA2079'FOR 0.16 KM (0.10 MI) ON EAST 10TH STREET TO STATION AT EAST 10TH
 KA2079'STREET AND THE EASTERLY DRIVE OF WOODVIEW GOVERNMENT CENTER.
 KA2079'THE STATION IS A STANDARD 6.4 CM IMAGIS DISK STAMPED IMAGIS NO. 37 SET
 KA2079'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KA2079'LOCATED 24.4 METERS (80.1 FT) SOUTH-SOUTHEAST FROM THE INTERSECTION
 KA2079'OF EAST 10TH STREET AND THE EASTERLY DRIVE OF THE WOODVIEW GOVERNMENT
 KA2079'CENTER BUILDING. 1.52 METERS (4.99 FT) EAST OF THE EAST EDGE OF THE
 KA2079'EASTERLY DRIVE OF THE WOODVIEW GOVERNMENT CENTER.  23.7 METERS
 KA2079'(77.8 FT) SOUTH-SOUTHWEST FROM A CHISELED X IN THE SOUTHERN EDGE OF A
 KA2079'SANITARY MANHOLE RIM IN EAST 10TH STREET.  25.6 METERS (84.0 FT)
 KA2079'SOUTHEAST FROM A PK NAIL IN THE NORTHEAST FACE OF A GUYPOLE.  15.6
 KA2079'METERS (51.2 FT) SOUTH FROM A PK NAIL IN THE EAST FACE OF A POWER
 KA2079'POLE NUMBERED 165521A.  6.71 METERS (22.01 FT) SOUTH FROM THE SOUTH
 KA2079'CORNER OF A CONCRETE LIGHT BASE.  10.73 METERS (35.20 FT) SOUTHWEST
 KA2079'FROM THE FACE OF A CORNER FENCE POST.
 KA2079
 KA2079                          STATION RECOVERY (2004)
 KA2079
 KA2079'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2004 (MKC)
 KA2079'RECOVERED IN GOOD CONDITION.
 KA2079
 KA2079                          STATION RECOVERY (2005)
 KA2079
 KA2079'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 KA2079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8494 ***********************************************************************
 AE8494  CBN         -  This is a Cooperative Base Network Control Station.
 AE8494  DESIGNATION -  IMAGIS 47
 AE8494  PID         -  AE8494
 AE8494  STATE/COUNTY-  IN/MARION
 AE8494  COUNTRY     -  US
 AE8494  USGS QUAD   -  BEECH GROVE (2019)
 AE8494
 AE8494                         *CURRENT SURVEY CONTROL
 AE8494  ______________________________________________________________________
 AE8494* NAD 83(2011) POSITION- 39 40 53.27048(N) 086 01 06.38033(W)   ADJUSTED
 AE8494* NAD 83(2011) ELLIP HT-   224.169 (meters)        (06/27/12)   ADJUSTED
 AE8494* NAD 83(2011) EPOCH   -  2010.00
 AE8494* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) GPS OBS
 AE8494  ______________________________________________________________________
 AE8494  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AE8494  GEOID HEIGHT    -        -33.569 (meters)                     GEOID12A
 AE8494  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 AE8494  NAD 83(2011) X  -    341,312.546 (meters)                     COMP
 AE8494  NAD 83(2011) Y  - -4,903,674.608 (meters)                     COMP
 AE8494  NAD 83(2011) Z  -  4,050,972.538 (meters)                     COMP
 AE8494  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 AE8494
 AE8494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8494  Standards:
 AE8494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8494  -------------------------------------------------------------------
 AE8494  NETWORK    1.00   2.18           0.47   0.32   1.11     -0.08178013
 AE8494  -------------------------------------------------------------------
 AE8494  Click here for local accuracies and other accuracy information.
 AE8494
 AE8494.The horizontal coordinates were established by GPS observations
 AE8494.and adjusted by the National Geodetic Survey in June 2012.
 AE8494
 AE8494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8494.been affixed to the stable North American tectonic plate. See 
 AE8494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8494
 AE8494.The horizontal coordinates are valid at the epoch date displayed above
 AE8494.which is a decimal equivalence of Year/Month/Day.
 AE8494
 AE8494.The orthometric height was determined by GPS observations and a
 AE8494.high-resolution geoid model.
 AE8494
 AE8494.No vertical observational check was made to the station.
 AE8494
 AE8494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8494.GEOID18 height accuracy estimate available here.
 AE8494
 AE8494.Click photographs - Photos may exist for this station.
 AE8494
 AE8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8494
 AE8494.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8494
 AE8494.The ellipsoidal height was determined by GPS observations
 AE8494.and is referenced to NAD 83.
 AE8494
 AE8494. The following values were computed from the NAD 83(2011) position.
 AE8494
 AE8494;                    North         East     Units Scale Factor Converg.
 AE8494;SPC IN E     -   492,210.416    69,822.663   MT  0.99997787   -0 13 28.6
 AE8494;SPC IN E     - 1,614,860.34    229,076.52   sFT  0.99997787   -0 13 28.6
 AE8494;UTM  16      - 4,392,864.222   584,174.540   MT  0.99968723   +0 37 36.4
 AE8494
 AE8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8494!SPC IN E     -   0.99996483  x   0.99997787  =   0.99994270
 AE8494!UTM  16      -   0.99996483  x   0.99968723  =   0.99965207
 AE8494
 AE8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8417492864(NAD 83)
 AE8494
 AE8494                          SUPERSEDED SURVEY CONTROL
 AE8494
 AE8494  NAD 83(2007)-  39 40 53.27057(N)    086 01 06.38127(W) AD(2002.00) 0
 AE8494  ELLIP H (02/10/07)  224.190  (m)                       GP(2002.00)    
 AE8494  NAD 83(1997)-  39 40 53.27076(N)    086 01 06.38119(W) AD(       ) B
 AE8494  ELLIP H (04/10/98)  224.208  (m)                       GP(       ) 4 1
 AE8494  NAVD 88 (04/10/98)  257.7    (m)  GEOID96  model used  GPS OBS        
 AE8494
 AE8494.Superseded values are not recommended for survey control.
 AE8494
 AE8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8494.See file dsdata.pdf to determine how the superseded data were derived.
 AE8494
 AE8494_MARKER: DD = SURVEY DISK
 AE8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8494_STAMPING: IMAGIS 47
 AE8494_MARK LOGO: IN-097
 AE8494_PROJECTION: FLUSH
 AE8494_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE8494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8494+STABILITY: SURFACE MOTION
 AE8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8494+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 AE8494
 AE8494  HISTORY     - Date     Condition        Report By
 AE8494  HISTORY     - 1986     MONUMENTED       GSIGPS
 AE8494  HISTORY     - 19970819 GOOD             SEC
 AE8494  HISTORY     - 20060125 GOOD             ACCU
 AE8494  HISTORY     - 20100623 GOOD             EMHT
 AE8494  HISTORY     - 20210505 MARK NOT FOUND   MCSO
 AE8494
 AE8494                          STATION DESCRIPTION
 AE8494
 AE8494'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8494'LOCATED SOUTHEAST OF INDIANAPOLIS, IN SECTION 7, TOWNSHIP 14 NORTH,
 AE8494'RANGE 3 EAST.  TO REACH MARK FROM THE INTERSECTION OF INTERSTATE
 AE8494'HIGHWAY 465 AND SOUTHEASTERN AV. (STATE HIGHWAY 421), GO SOUTHEASTERLY
 AE8494'1.9 MILES (3.1 KM) ALONG SOUTHEASTERN AV.  TO FRANKLIN ROAD.  GO SOUTH
 AE8494'1.9 MILES (3.1 KM) ALONG FRANKLIN ROAD TO EDGEWOOD AV.  STATION IS IN
 AE8494'THE SOUTHEAST QUADRANT OF INTERSECTION, ALSO BEING THE NORTHWEST
 AE8494'CORNER OF THE FRANKLIN TOWNSHIP MIDDLE SCHOOL YARD. LOCATED 103.59
 AE8494'FEET (31.57 M) NORTHWESTERLY FROM A PK NAIL IN THE NORTH SIDE OF A
 AE8494'POWER POLE NUMBER 8431, 12 INCHES UP, 86.38 FEET (26.33 M)
 AE8494'NORTHWESTERLY OF THE NORTHERNMOST CORNER OF A BRICK SIGN FOR SCHOOL,
 AE8494'78.55 FEET (23.94 M) EAST OF A RAILROAD SPIKE IN A POWER POLE NUMBER
 AE8494'6000 12 INCHES UP, 39.15 FEET (11.93 M) NORTHWESTERLY OF A CUT (X) IN
 AE8494'THE SOUTH RIM OF A SEWER MANHOLE, 11 FEET (3.4 M) SOUTH OF THE SOUTH
 AE8494'EDGE OF PAVEMENT OF EDGEWOOD AV., FLUSH WITH GROUND AND ABOUT LEVEL
 AE8494'WITH THE ROAD.
 AE8494
 AE8494                          STATION RECOVERY (2006)
 AE8494
 AE8494'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 AE8494'RECOVERED IN GOOD CONDITION.
 AE8494
 AE8494                          STATION RECOVERY (2010)
 AE8494
 AE8494'RECOVERY NOTE BY EVAN MECHWART HAMBLETON AND TILTON 2010 (DB)
 AE8494'RECOVERED AS DESCRIBED.
 AE8494
 AE8494                          STATION RECOVERY (2021)
 AE8494
 AE8494'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2021 (RP)
 AE8494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3601 ***********************************************************************
 JZ3601  DESIGNATION -  IMAGIS 54
 JZ3601  PID         -  JZ3601
 JZ3601  STATE/COUNTY-  IN/MARION
 JZ3601  COUNTRY     -  US
 JZ3601  USGS QUAD   -  ACTON (2019)
 JZ3601
 JZ3601                         *CURRENT SURVEY CONTROL
 JZ3601  ______________________________________________________________________
 JZ3601* NAD 83(2011) POSITION- 39 39 07.94013(N) 085 58 21.01005(W)   ADJUSTED
 JZ3601* NAD 83(2011) ELLIP HT-   209.124 (meters)        (06/27/12)   ADJUSTED
 JZ3601* NAD 83(2011) EPOCH   -  2010.00
 JZ3601* NAVD 88 ORTHO HEIGHT -   242.66  (+/-2cm)      796.1   (feet) VERTCON3
 JZ3601  ______________________________________________________________________
 JZ3601  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 JZ3601  NAD 83(2011) X  -    345,388.728 (meters)                     COMP
 JZ3601  NAD 83(2011) Y  - -4,905,456.384 (meters)                     COMP
 JZ3601  NAD 83(2011) Z  -  4,048,462.245 (meters)                     COMP
 JZ3601  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 JZ3601  VERT ORDER      -  THIRD ? (See Below)
 JZ3601
 JZ3601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ3601  Standards:
 JZ3601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ3601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ3601  -------------------------------------------------------------------
 JZ3601  NETWORK    1.81   5.25           0.84   0.59   2.68     -0.03767289
 JZ3601  -------------------------------------------------------------------
 JZ3601  Click here for local accuracies and other accuracy information.
 JZ3601
 JZ3601.The horizontal coordinates were established by GPS observations
 JZ3601.and adjusted by the National Geodetic Survey in June 2012.
 JZ3601
 JZ3601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ3601.been affixed to the stable North American tectonic plate. See 
 JZ3601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ3601
 JZ3601.The horizontal coordinates are valid at the epoch date displayed above
 JZ3601.which is a decimal equivalence of Year/Month/Day.
 JZ3601
 JZ3601.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3601
 JZ3601.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3601.GEOID18 height accuracy estimate available here.
 JZ3601
 JZ3601.The vertical order pertains to the NGVD 29 superseded value.
 JZ3601
 JZ3601.Click photographs - Photos may exist for this station.
 JZ3601
 JZ3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3601
 JZ3601.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3601
 JZ3601.The ellipsoidal height was determined by GPS observations
 JZ3601.and is referenced to NAD 83.
 JZ3601
 JZ3601. The following values were computed from the NAD 83(2011) position.
 JZ3601
 JZ3601;                    North         East     Units Scale Factor Converg.
 JZ3601;SPC IN E     -   488,947.564    73,752.310   MT  0.99997515   -0 11 42.6
 JZ3601;SPC IN E     - 1,604,155.47    241,969.04   sFT  0.99997515   -0 11 42.6
 JZ3601;UTM  16      - 4,389,661.017   588,151.087   MT  0.99969567   +0 39 20.6
 JZ3601
 JZ3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3601!SPC IN E     -   0.99996719  x   0.99997515  =   0.99994234
 JZ3601!UTM  16      -   0.99996719  x   0.99969567  =   0.99966287
 JZ3601
 JZ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8815189661(NAD 83)
 JZ3601
 JZ3601                          SUPERSEDED SURVEY CONTROL
 JZ3601
 JZ3601  NAD 83(2007)-  39 39 07.94019(N)    085 58 21.01097(W) AD(2002.00) 0
 JZ3601  ELLIP H (02/10/07)  209.146  (m)                       GP(2002.00)    
 JZ3601  NAD 83(1997)-  39 39 07.94052(N)    085 58 21.01080(W) AD(       ) 1
 JZ3601  ELLIP H (05/25/99)  209.162  (m)                       GP(       ) 4 1
 JZ3601  NAD 83(1986)-  39 39 07.93597(N)    085 58 21.02558(W) AD(       ) 1
 JZ3601  NGVD 29             242.78   (m)          796.5    (f) LEVELING    3  
 JZ3601
 JZ3601.Superseded values are not recommended for survey control.
 JZ3601
 JZ3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3601.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3601
 JZ3601_MARKER: DD = SURVEY DISK
 JZ3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3601_STAMPING: IMAGIS NO. 54
 JZ3601_MARK LOGO: IN-097
 JZ3601_PROJECTION: FLUSH
 JZ3601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3601+STABILITY: SURFACE MOTION
 JZ3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3601+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JZ3601
 JZ3601  HISTORY     - Date     Condition        Report By
 JZ3601  HISTORY     - 1986     MONUMENTED       GSIGPS
 JZ3601  HISTORY     - 20101230 MARK NOT FOUND   INDNR
 JZ3601
 JZ3601                          STATION DESCRIPTION
 JZ3601
 JZ3601'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 JZ3601'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF THE TOWN OF
 JZ3601'ACTON.  3.2 KM (2.00 MI) SOUTH OF INTERSTATE 74 ON SOUTH ACTON ROAD
 JZ3601'ON THE GROUNDS OF THE ACTON ELEMENTARY SCHOOL.
 JZ3601'TO REACH THE STATION FROM THE INTERSECTION OF EAST INTERSTATE 74 AND
 JZ3601'ACTON  ROAD, GO SOUTH FOR 3.2 KM (2.00 MI) ON ACTON ROAD.  TURN RIGHT
 JZ3601'AND GO WEST FOR 120.4 METERS (395.0 FT) ON THE ENTRANCE ROAD OF THE
 JZ3601'ACTON ELEMENTARY SCHOOL TO STATION ON WEST.
 JZ3601'THE STATION IS A STANDARD 6.4 CM IMAGIS DISK STAMPED IMAGIS NO. 54 SET
 JZ3601'INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 JZ3601'LOCATED 28 METERS (91.9 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 JZ3601'OF ACTON ELEMENTARY SCHOOL.  38.16 METERS (125.20 FT) SOUTHEAST FROM
 JZ3601'THE NORTHEAST CORNER OF ACTON ELEMENTARY SCHOOL.  14.39 METERS
 JZ3601'(47.21 FT) SOUTHWEST FROM THE SOUTHERN CORNER OF A CONCRETE SIDEWALK
 JZ3601'AND THE WEST EDGE OF PAVEMENT.  11 METERS (36.1 FT) NORTH FROM THE
 JZ3601'FACE OF POWER POLE NUMBER 105801D.
 JZ3601
 JZ3601                          STATION RECOVERY (2010)
 JZ3601
 JZ3601'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ3601'THE MARK APPEARS TO HAVE BEEN DESTROYED BY CONSTRUCTION OF A NEW
 JZ3601'ADDITION TO THE SCHOOL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2081 ***********************************************************************
 KA2081  DESIGNATION -  IMAGIS 56
 KA2081  PID         -  KA2081
 KA2081  STATE/COUNTY-  IN/MARION
 KA2081  COUNTRY     -  US
 KA2081  USGS QUAD   -  MAYWOOD (2019)
 KA2081
 KA2081                         *CURRENT SURVEY CONTROL
 KA2081  ______________________________________________________________________
 KA2081* NAD 83(2011) POSITION- 39 39 00.72492(N) 086 08 58.27381(W)   ADJUSTED
 KA2081* NAD 83(2011) ELLIP HT-   194.245 (meters)        (06/27/12)   ADJUSTED
 KA2081* NAD 83(2011) EPOCH   -  2010.00
 KA2081* NAVD 88 ORTHO HEIGHT -   227.51  (+/-2cm)      746.4   (feet) VERTCON3
 KA2081  ______________________________________________________________________
 KA2081  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 KA2081  NAD 83(2011) X  -    330,240.257 (meters)                     COMP
 KA2081  NAD 83(2011) Y  - -4,906,630.313 (meters)                     COMP
 KA2081  NAD 83(2011) Z  -  4,048,281.414 (meters)                     COMP
 KA2081  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 KA2081  VERT ORDER      -  THIRD ? (See Below)
 KA2081
 KA2081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA2081  Standards:
 KA2081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA2081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA2081  -------------------------------------------------------------------
 KA2081  NETWORK    2.04   5.43           0.84   0.83   2.77      0.05099889
 KA2081  -------------------------------------------------------------------
 KA2081  Click here for local accuracies and other accuracy information.
 KA2081
 KA2081.The horizontal coordinates were established by GPS observations
 KA2081.and adjusted by the National Geodetic Survey in June 2012.
 KA2081
 KA2081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA2081.been affixed to the stable North American tectonic plate. See 
 KA2081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA2081
 KA2081.The horizontal coordinates are valid at the epoch date displayed above
 KA2081.which is a decimal equivalence of Year/Month/Day.
 KA2081
 KA2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2081
 KA2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2081.GEOID18 height accuracy estimate available here.
 KA2081
 KA2081.The vertical order pertains to the NGVD 29 superseded value.
 KA2081
 KA2081.Click photographs - Photos may exist for this station.
 KA2081
 KA2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2081
 KA2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2081
 KA2081.The ellipsoidal height was determined by GPS observations
 KA2081.and is referenced to NAD 83.
 KA2081
 KA2081. The following values were computed from the NAD 83(2011) position.
 KA2081
 KA2081;                    North         East     Units Scale Factor Converg.
 KA2081;SPC IN E     -   488,791.770    58,558.915   MT  0.99998780   -0 18 29.2
 KA2081;SPC IN E     - 1,603,644.33    192,122.04   sFT  0.99998780   -0 18 29.2
 KA2081;UTM  16      - 4,389,279.738   572,966.252   MT  0.99966555   +0 32 33.8
 KA2081
 KA2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2081!SPC IN E     -   0.99996953  x   0.99998780  =   0.99995733
 KA2081!UTM  16      -   0.99996953  x   0.99966555  =   0.99963509
 KA2081
 KA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7296689279(NAD 83)
 KA2081
 KA2081                          SUPERSEDED SURVEY CONTROL
 KA2081
 KA2081  NAD 83(2007)-  39 39 00.72498(N)    086 08 58.27475(W) AD(2002.00) 0
 KA2081  ELLIP H (02/10/07)  194.266  (m)                       GP(2002.00)    
 KA2081  NAD 83(1997)-  39 39 00.72533(N)    086 08 58.27454(W) AD(       ) 1
 KA2081  ELLIP H (05/25/99)  194.283  (m)                       GP(       ) 4 1
 KA2081  NAD 83(1986)-  39 39 00.72101(N)    086 08 58.28883(W) AD(       ) 1
 KA2081  NGVD 29             227.64   (m)          746.8    (f) LEVELING    3  
 KA2081
 KA2081.Superseded values are not recommended for survey control.
 KA2081
 KA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2081.See file dsdata.pdf to determine how the superseded data were derived.
 KA2081
 KA2081_MARKER: DD = SURVEY DISK
 KA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2081_STAMPING: IMAGIS NO. 56
 KA2081_MARK LOGO: IN-097
 KA2081_PROJECTION: FLUSH
 KA2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2081+STABILITY: SURFACE MOTION
 KA2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2081+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2024
 KA2081
 KA2081  HISTORY     - Date     Condition        Report By
 KA2081  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2081  HISTORY     - 20040907 GOOD             MAJENG
 KA2081  HISTORY     - 20050623 GOOD             COMPDA
 KA2081  HISTORY     - 20070221 GOOD             INDIV
 KA2081  HISTORY     - 20241002 GOOD             LOCENG
 KA2081
 KA2081                          STATION DESCRIPTION
 KA2081
 KA2081'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 KA2081'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF THE TOWN OF
 KA2081'SOUTHPORT AND 3.2 KM (2.00 MI) NORTHWEST OF THE TOWN OF GREENWOOD ON
 KA2081'THE GROUNDS OF THE MACARTHUR SCHOOL.
 KA2081'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 465 AND SOUTH
 KA2081'U.S. HIGHWAY 31, GO SOUTH FOR 5.6 KM (3.45 MI) ON U.S. HIGHWAY 31,
 KA2081'TURN RIGHT AND GO WEST FOR 0.96 KM (0.60 MI) ON STOP 11 ROAD, TURN
 KA2081'RIGHT AND GO NORTH FOR 44.19 METERS (144.98 FT) ON EAST STREET TO THE
 KA2081'STATION.
 KA2081'THE STATION IS A STANDARD 6.4 CM IMAGIS DISK STAMPED IMAGIS NO. 56 SET
 KA2081'INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KA2081'LOCATED 26.4 METERS (86.6 FT) SOUTHEAST FROM THE SOUTHEASTERNMOST
 KA2081'FACE OF A GUARD RAIL POST.  18.44 METERS (60.50 FT) NORTHWEST  FROM
 KA2081'THE SOUTHEAST CORNER OF TWO CONCRETE SIDEWALKS.  21.3 METERS
 KA2081'(69.9 FT) NORTH FROM THE FACE OF A LIGHT POLE.  31.9 METERS
 KA2081'(104.7 FT) NORTH FROM THE NORTH EDGE OF A SANITARY MANHOLE RIM.
 KA2081'147.2 METERS (482.9 FT) NORTHWEST FROM THE TOP CENTER OF THE NORTH
 KA2081'END OF A 36 INCH R.C.P. STORM PIPE, AND APPROXIMATELY 2.7 METERS
 KA2081'(8.9 FT) EAST OF THE EAST EDGE OF PAVEMENT.
 KA2081
 KA2081                          STATION RECOVERY (2004)
 KA2081
 KA2081'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2004 (GAC)
 KA2081'CALL OUT CORRECTION OF 14.72M NW FROM TOP CENTER OF THE N END OF 36IN.
 KA2081'RCP STORM PIPE NOT 147.2M AS DESCRIBED.
 KA2081
 KA2081                          STATION RECOVERY (2005)
 KA2081
 KA2081'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 KA2081'RECOVERED IN GOOD CONDITION.
 KA2081
 KA2081                          STATION RECOVERY (2007)
 KA2081
 KA2081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RLN)
 KA2081'RECOVERED BY M D WESSLER AND ASSOCIATES
 KA2081
 KA2081                          STATION RECOVERY (2024)
 KA2081
 KA2081'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2024 (DEL)
 KA2081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7622 ***********************************************************************
 DR7622  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR7622  DESIGNATION -  INCO COLUMBUS CORS ARP
 DR7622  CORS_ID     -  INCO
 DR7622  PID         -  DR7622
 DR7622  STATE/COUNTY-  IN/BARTHOLOMEW
 DR7622  COUNTRY     -  US
 DR7622  USGS QUAD   -  COLUMBUS (2019)
 DR7622
 DR7622                         *CURRENT SURVEY CONTROL
 DR7622  ______________________________________________________________________
 DR7622* NAD 83(2011) POSITION- 39 11 50.49553(N) 085 57 42.93162(W)   ADJUSTED
 DR7622* NAD 83(2011) ELLIP HT-   164.914 (meters)        (06/??/25)   ADJUSTED
 DR7622* NAD 83(2011) EPOCH   -  2010.00
 DR7622  ______________________________________________________________________
 DR7622  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DR7622  NAD 83(2011) X  -    348,550.313 (meters)                     COMP
 DR7622  NAD 83(2011) Y  - -4,937,349.601 (meters)                     COMP
 DR7622  NAD 83(2011) Z  -  4,009,425.023 (meters)                     COMP
 DR7622
 DR7622.Formal positional accuracy estimates are not available for this CORS
 DR7622.because its coordinates were determined in part using modeled velocities.
 DR7622.A time-series residual plot is available that shows daily coordinate
 DR7622.variations relative to the published coordinates and modeled velocities.
 DR7622.Large residuals may indicate a potential error in the modeled velocities.
 DR7622
 DR7622.Residual plot at:
 DR7622.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INCO.
 DR7622
 DR7622.The coordinates were established by GPS observations
 DR7622.and adjusted by the National Geodetic Survey in June 2025.
 DR7622
 DR7622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7622.been affixed to the stable North American Tectonic Plate. 
 DR7622
 DR7622.The coordinates are valid at the epoch date displayed above
 DR7622.which is a decimal equivalence of Year/Month/Day.
 DR7622
 DR7622.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR7622.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR7622.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR7622.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR7622.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR7622.published epoch of 2010.00.
 DR7622
 DR7622.Additional information on MYCS is available at:
 DR7622.https://geodesy.noaa.gov/CORS/index.shtml
 DR7622
 DR7622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7622.GEOID18 height accuracy estimate available here.
 DR7622
 DR7622.The PID for the CORS L1 Phase Center is DR7623.
 DR7622
 DR7622.Click photographs - Photos may exist for this station.
 DR7622
 DR7622.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR7622
 DR7622.The ellipsoidal height was determined by GPS observations
 DR7622.and is referenced to NAD 83.
 DR7622
 DR7622. The following values were computed from the NAD 83(2011) position.
 DR7622
 DR7622;                    North         East     Units Scale Factor Converg.
 DR7622;SPC IN E     -   438,447.467    74,494.828   MT  0.99997467   -0 11 11.8
 DR7622;SPC IN E     - 1,438,473.06    244,405.11   sFT  0.99997467   -0 11 11.8
 DR7622;UTM  16      - 4,339,191.424   589,639.443   MT  0.99969894   +0 39 22.0
 DR7622
 DR7622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7622!SPC IN E     -   0.99997413  x   0.99997467  =   0.99994880
 DR7622!UTM  16      -   0.99997413  x   0.99969894  =   0.99967307
 DR7622
 DR7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8963939191(NAD 83)
 DR7622
 DR7622                          SUPERSEDED SURVEY CONTROL
 DR7622
 DR7622  NAD 83(2011)-  39 11 50.49552(N)    085 57 42.93163(W) AD(2010.00) c
 DR7622  ELLIP H (02/??/22)  164.913  (m)                       GP(2010.00) c c
 DR7622
 DR7622.Superseded values are not recommended for survey control.
 DR7622
 DR7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7622.See file dsdata.pdf to determine how the superseded data were derived.
 DR7622
 DR7622_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR7622
 DR7622                          STATION DESCRIPTION
 DR7622
 DR7622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR7622'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR7622'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR7622'AND LOG FILES ACCESSIBLE AT:
 DR7622'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7624 ***********************************************************************
 DR7624  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR7624  DESIGNATION -  INCO COLUMBUS CORS GRP
 DR7624  CORS_ID     -  INCO
 DR7624  PID         -  DR7624
 DR7624  STATE/COUNTY-  IN/BARTHOLOMEW
 DR7624  COUNTRY     -  US
 DR7624  USGS QUAD   -  COLUMBUS (2019)
 DR7624
 DR7624                         *CURRENT SURVEY CONTROL
 DR7624  ______________________________________________________________________
 DR7624* NAD 83(2011) POSITION- 39 11 50.49553(N) 085 57 42.93162(W)   ADJUSTED
 DR7624* NAD 83(2011) ELLIP HT-   164.879 (meters)        (06/??/25)   ADJUSTED
 DR7624* NAD 83(2011) EPOCH   -  2010.00
 DR7624  ______________________________________________________________________
 DR7624  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DR7624  NAD 83(2011) X  -    348,550.311 (meters)                     COMP
 DR7624  NAD 83(2011) Y  - -4,937,349.574 (meters)                     COMP
 DR7624  NAD 83(2011) Z  -  4,009,425.001 (meters)                     COMP
 DR7624  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 DR7624
 DR7624.Formal positional accuracy estimates are not available for this CORS
 DR7624.because its coordinates were determined in part using modeled velocities.
 DR7624.A time-series residual plot is available that shows daily coordinate
 DR7624.variations relative to the published coordinates and modeled velocities.
 DR7624.Large residuals may indicate a potential error in the modeled velocities.
 DR7624
 DR7624.Residual plot at:
 DR7624.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INCO.
 DR7624
 DR7624.The horizontal coordinates were established by GPS observations
 DR7624.and adjusted by the National Geodetic Survey in June 2025.
 DR7624
 DR7624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7624.been affixed to the stable North American Tectonic Plate. 
 DR7624
 DR7624.The horizontal coordinates are valid at the epoch date displayed above
 DR7624.which is a decimal equivalence of Year/Month/Day.
 DR7624
 DR7624.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR7624.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR7624.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR7624.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR7624.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR7624.published epoch of 2010.00.
 DR7624
 DR7624.Additional information on MYCS is available at:
 DR7624.https://geodesy.noaa.gov/CORS/index.shtml
 DR7624
 DR7624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7624.GEOID18 height accuracy estimate available here.
 DR7624
 DR7624.Click photographs - Photos may exist for this station.
 DR7624
 DR7624.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR7624
 DR7624.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7624
 DR7624.The ellipsoidal height was determined by GPS observations
 DR7624.and is referenced to NAD 83.
 DR7624
 DR7624. The following values were computed from the NAD 83(2011) position.
 DR7624
 DR7624;                    North         East     Units Scale Factor Converg.
 DR7624;SPC IN E     -   438,447.467    74,494.828   MT  0.99997467   -0 11 11.8
 DR7624;SPC IN E     - 1,438,473.06    244,405.11   sFT  0.99997467   -0 11 11.8
 DR7624;UTM  16      - 4,339,191.424   589,639.443   MT  0.99969894   +0 39 22.0
 DR7624
 DR7624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7624!SPC IN E     -   0.99997413  x   0.99997467  =   0.99994880
 DR7624!UTM  16      -   0.99997413  x   0.99969894  =   0.99967308
 DR7624
 DR7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8963939191(NAD 83)
 DR7624
 DR7624                          SUPERSEDED SURVEY CONTROL
 DR7624
 DR7624  NAD 83(2011)-  39 11 50.49552(N)    085 57 42.93163(W) AD(2010.00) A
 DR7624  ELLIP H (02/??/22)  164.878  (m)                       GP(2010.00) 4 1
 DR7624
 DR7624.Superseded values are not recommended for survey control.
 DR7624
 DR7624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR7624.See file dsdata.pdf to determine how the superseded data were derived.
 DR7624
 DR7624_STAMPING: UNKNOWN
 DR7624
 DR7624                          STATION DESCRIPTION
 DR7624
 DR7624'THIS MONUMENT IS ASSOCIATED WITH STATION 'INCO'
 DR7624'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR7624'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR7624'AND LOG FILES ACCESSIBLE AT:
 DR7624'https://geodesy.noaa.gov/CORS/index.shtml
 DR7624'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0720 ***********************************************************************
 HA0720  DESIGNATION -  IND
 HA0720  PID         -  HA0720
 HA0720  STATE/COUNTY-  IN/WARRICK
 HA0720  COUNTRY     -  US
 HA0720  USGS QUAD   -  YANKEETOWN (2019)
 HA0720
 HA0720                         *CURRENT SURVEY CONTROL
 HA0720  ______________________________________________________________________
 HA0720* NAD 83(1986) POSITION- 37 55 56.     (N) 087 19 32.     (W)   SCALED
 HA0720* NAVD 88 ORTHO HEIGHT -   118.410 (meters)      388.48  (feet) ADJUSTED
 HA0720  ______________________________________________________________________
 HA0720  GEOID HEIGHT    -        -31.093 (meters)                     GEOID18
 HA0720  DYNAMIC HEIGHT  -        118.328 (meters)      388.21  (feet) COMP
 HA0720  MODELED GRAVITY -    979,938.8   (mgal)                       NAVD 88
 HA0720
 HA0720  VERT ORDER      -  FIRST     CLASS II
 HA0720
 HA0720.The horizontal coordinates were scaled from a map and have
 HA0720.an estimated accuracy of +/- 6 seconds.
 HA0720
 HA0720.The orthometric height was determined by differential leveling and
 HA0720.adjusted by the NATIONAL GEODETIC SURVEY
 HA0720.in June 1991.
 HA0720
 HA0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0720.GEOID18 height accuracy estimate available here.
 HA0720
 HA0720.Click photographs - Photos may exist for this station.
 HA0720
 HA0720.The dynamic height is computed by dividing the NAVD 88
 HA0720.geopotential number by the normal gravity value computed on the
 HA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0720.degrees latitude (g = 980.6199 gals.).
 HA0720
 HA0720.The modeled gravity was interpolated from observed gravity values.
 HA0720
 HA0720;                    North         East    Units  Estimated Accuracy
 HA0720;SPC IN W     -   298,000.      878,710.      MT  (+/- 180 meters Scaled)
 HA0720
 HA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG713983(NAD 83)
 HA0720
 HA0720                          SUPERSEDED SURVEY CONTROL
 HA0720
 HA0720  NGVD 29 (??/??/92)  118.499  (m)          388.78   (f) ADJ UNCH    1 2
 HA0720
 HA0720.Superseded values are not recommended for survey control.
 HA0720
 HA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0720.See file dsdata.pdf to determine how the superseded data were derived.
 HA0720
 HA0720_MARKER: DD = SURVEY DISK
 HA0720_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0720_SP_SET: BOX CULVERT
 HA0720_MARK LOGO: INHD
 HA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0720+STABILITY: SURFACE MOTION
 HA0720
 HA0720  HISTORY     - Date     Condition        Report By
 HA0720  HISTORY     - UNK      MONUMENTED       INHD
 HA0720  HISTORY     - 1965     GOOD             CGS
 HA0720
 HA0720                          STATION DESCRIPTION
 HA0720
 HA0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0720'2.2 MI NW FROM YANKEETOWN.
 HA0720'ABOUT 1.55 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0720'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.45 MILE NORTH
 HA0720'ALONG A PAVED ROAD, THENCE 0.2 MILE WEST ALONG NEW STATE HIGHWAY
 HA0720'66, IN SECTION 5, T 7 S, R 8 W, 35 FEET NORTH OF THE CENTER LINE
 HA0720'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH
 HA0720'CONCRETE HEAD WALL OF A LARGE BOX CULVERT, AND ABOUT 5 1/2 FEET
 HA0720'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2257 ***********************************************************************
 HZ2257  DESIGNATION -  IND 731
 HZ2257  PID         -  HZ2257
 HZ2257  STATE/COUNTY-  IN/HARRISON
 HZ2257  COUNTRY     -  US
 HZ2257  USGS QUAD   -  LANESVILLE (2019)
 HZ2257
 HZ2257                         *CURRENT SURVEY CONTROL
 HZ2257  ______________________________________________________________________
 HZ2257* NAD 83(1997) POSITION- 38 14 25.46370(N) 085 58 46.04968(W)   ADJUSTED
 HZ2257* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 HZ2257  ______________________________________________________________________
 HZ2257  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 HZ2257  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 HZ2257  HORZ ORDER      -  THIRD
 HZ2257
 HZ2257.The horizontal coordinates were established by classical geodetic methods
 HZ2257.and adjusted by the National Geodetic Survey in May 1999.
 HZ2257
 HZ2257.The orthometric height was scaled from a topographic map.
 HZ2257
 HZ2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2257.GEOID18 height accuracy estimate available here.
 HZ2257
 HZ2257.Click photographs - Photos may exist for this station.
 HZ2257
 HZ2257.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2257
 HZ2257. The following values were computed from the NAD 83(1997) position.
 HZ2257
 HZ2257;                    North         East     Units Scale Factor Converg.
 HZ2257;SPC IN E     -   332,224.232    72,617.556   MT  0.99997590   -0 11 37.0
 HZ2257;SPC IN E     - 1,089,972.33    238,246.10   sFT  0.99997590   -0 11 37.0
 HZ2257;UTM  16      - 4,232,981.513   589,308.660   MT  0.99969823   +0 37 54.2
 HZ2257
 HZ2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2257!SPC IN E     -   0.99997039  x   0.99997590  =   0.99994629
 HZ2257!UTM  16      -   0.99997039  x   0.99969823  =   0.99966863
 HZ2257
 HZ2257:                Primary Azimuth Mark                     Grid Az
 HZ2257:SPC IN E     -  JENNIE                                   021 25 34.7
 HZ2257:UTM  16      -  JENNIE                                   020 36 03.5
 HZ2257
 HZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8930832981(NAD 83)
 HZ2257
 HZ2257|---------------------------------------------------------------------|
 HZ2257| PID    Reference Object                     Distance      Geod. Az  |
 HZ2257|                                                           dddmmss.s |
 HZ2257| HZ2296 JENNIE                              APPROX. 1.5 KM 0211357.7 |
 HZ2257| HZ2249 GUESWINE                            344.539 METERS 06920     |
 HZ2257|---------------------------------------------------------------------|
 HZ2257
 HZ2257                          SUPERSEDED SURVEY CONTROL
 HZ2257
 HZ2257  NAD 83(1993)-  38 14 25.46447(N)    085 58 46.05097(W) AD(       ) 3
 HZ2257  NAD 83(1986)-  38 14 25.46844(N)    085 58 46.05729(W) AD(       ) 3
 HZ2257  NAD 27      -  38 14 25.22200(N)    085 58 46.17500(W) AD(       ) 3
 HZ2257
 HZ2257.Superseded values are not recommended for survey control.
 HZ2257
 HZ2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2257.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2257
 HZ2257_MARKER: P = PIPE CAP
 HZ2257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2257_STAMPING: 731 IND
 HZ2257_MARK LOGO: USGS
 HZ2257_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2257
 HZ2257  HISTORY     - Date     Condition        Report By
 HZ2257  HISTORY     - 1910     MONUMENTED       USGS
 HZ2257  HISTORY     - 1947     GOOD             CGS
 HZ2257  HISTORY     - 1950     GOOD             USGS
 HZ2257
 HZ2257                          STATION DESCRIPTION
 HZ2257
 HZ2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ECB)
 HZ2257'THE STATION IS LOCATED ON THE EASTERN EDGE OF THE VILLAGE OF
 HZ2257'LANESVILLE VIA STATE HIGHWAY 62 AND IN THE NORTHWEST THE
 HZ2257'STATION IS LOCATED ON THE EASTERN EDGE OF THE VILLAGE OF LANESVILLE
 HZ2257'VIA STATE HIGHWAY 62 AND IN THE NORTHWEST CORNER OF THE FRONT
 HZ2257'YARD OF MRS. SOPHIA OTT. IT IS 69 FEET NORTHWEST OF THE NORTHWEST
 HZ2257'CORNER OF THE OTT FARM HOUSE, 24 FEET SOUTH OF THE APPROXIMATE
 HZ2257'CENTERLINE OF STATE HIGHWAY 62 AND 5 FEET EAST OF A ROCK WALL
 HZ2257'EMBANKMENT. THE MARKER IS A 5-INCH IRON PIPE WITH A STANDARD
 HZ2257'U.S.G.S. ON THE TOP. THE PIPE PROJECTS 6 INCHES, AND THE DISK IS
 HZ2257'STAMPED IND 731. THE 731 STAMPING ON THE DISK IS THE FEET
 HZ2257'ELEVATION.
 HZ2257'
 HZ2257'AZIMUTH OR REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 HZ2257'
 HZ2257'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ2257
 HZ2257                          STATION RECOVERY (1950)
 HZ2257
 HZ2257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 HZ2257'STATION RECOVERED IN GOOD CONDITION.
 HZ2257'
 HZ2257'IT IS LOCATED 0.3 MILE NE OF LANESVILLE POST OFFICE ALONG U.S. HWY
 HZ2257'460, ABOUT 750 FEET SW OF Y-ROAD INTERSECTION TO N, 69 FEET NW
 HZ2257'OF NW CORNER OF THE OTT FARM HOUSE, 24 FEET S OF CENTERLINE OF US 460
 HZ2257'AND SR 62, AND 5 FEET E OF A ROCK WALL. THE MARK IS A USGS
 HZ2257'BRONZE CAP ON IRON PIPE PROJECTING 6 INCHES, STAMPED IND 731.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2251 ***********************************************************************
 HZ2251  DESIGNATION -  IND 861
 HZ2251  PID         -  HZ2251
 HZ2251  STATE/COUNTY-  IN/HARRISON
 HZ2251  COUNTRY     -  US
 HZ2251  USGS QUAD   -  LANESVILLE (2019)
 HZ2251
 HZ2251                         *CURRENT SURVEY CONTROL
 HZ2251  ______________________________________________________________________
 HZ2251* NAD 83(1997) POSITION- 38 10 14.80707(N) 085 58 26.78169(W)   ADJUSTED
 HZ2251* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 HZ2251  ______________________________________________________________________
 HZ2251  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 HZ2251  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 HZ2251  HORZ ORDER      -  SECOND
 HZ2251
 HZ2251.The horizontal coordinates were established by classical geodetic methods
 HZ2251.and adjusted by the National Geodetic Survey in May 1999.
 HZ2251
 HZ2251.The orthometric height was scaled from a topographic map.
 HZ2251
 HZ2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2251.GEOID18 height accuracy estimate available here.
 HZ2251
 HZ2251.Click photographs - Photos may exist for this station.
 HZ2251
 HZ2251.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2251
 HZ2251. The following values were computed from the NAD 83(1997) position.
 HZ2251
 HZ2251;                    North         East     Units Scale Factor Converg.
 HZ2251;SPC IN E     -   324,494.288    73,060.454   MT  0.99997560   -0 11 24.0
 HZ2251;SPC IN E     - 1,064,611.68    239,699.17   sFT  0.99997560   -0 11 24.0
 HZ2251;UTM  16      - 4,225,260.883   589,862.616   MT  0.99969945   +0 38 02.6
 HZ2251
 HZ2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2251!SPC IN E     -   0.99996410  x   0.99997560  =   0.99993970
 HZ2251!UTM  16      -   0.99996410  x   0.99969945  =   0.99966356
 HZ2251
 HZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8986225260(NAD 83)
 HZ2251
 HZ2251                          SUPERSEDED SURVEY CONTROL
 HZ2251
 HZ2251  NAD 83(1993)-  38 10 14.80721(N)    085 58 26.78261(W) AD(       ) 2
 HZ2251  NAD 83(1986)-  38 10 14.81195(N)    085 58 26.78922(W) AD(       ) 2
 HZ2251  NAD 27      -  38 10 14.55400(N)    085 58 26.90400(W) AD(       ) 2
 HZ2251
 HZ2251.Superseded values are not recommended for survey control.
 HZ2251
 HZ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2251.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2251
 HZ2251_MARKER: P = PIPE CAP
 HZ2251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2251_STAMPING: 861
 HZ2251_MARK LOGO: USGS
 HZ2251_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2251
 HZ2251  HISTORY     - Date     Condition        Report By
 HZ2251  HISTORY     - 1910     MONUMENTED       USGS
 HZ2251  HISTORY     - 1947     GOOD             CGS
 HZ2251
 HZ2251                          STATION DESCRIPTION
 HZ2251
 HZ2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2251'THIS IS AN INTERSECTION STATION.
 HZ2251'
 HZ2251'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF NEW
 HZ2251'MIDDLETOWN, 3-1/2 MILES NORTH OF ELIZABETH, AND ON LAND OWNED
 HZ2251'BY MR. R. MONEY. IT IS 16 FEET NORTHWEST OF THE APPROXIMATE
 HZ2251'CENTERLINE OF A DIRT ROAD, 14 FEET SOUTH OF THE APPROXIMATE
 HZ2251'CENTERLINE OF A GRAVEL ROAD, AND 2.5 FEET NORTHWEST OF A TELEPHONE
 HZ2251'POLE. A TRAVERSE MEASUREMENT WAS MADE FROM THIS U.S.G.S. MARK TO
 HZ2251'TRIANGULATION STATION BLACK. IT IS 43.515 METERS 142.77 FEET
 HZ2251'WEST-SOUTHWEST OF STATION BLACK. THE MARK IS A STANDARD
 HZ2251'U.S.G.S. GALVANIZED PIPE AND BRONZE CAP. IT PROJECTS 4 INCHES, AND IT
 HZ2251'IS STAMPED IND 861.
 HZ2251'
 HZ2251'TO REACH THE STATION FROM WHERE STATE HIGHWAY 11 TURNS FROM NORTH TO
 HZ2251'EAST IN ELIZABETH, GO EAST ON STATE HIGHWAY 11 FOR 4.3 MILES TO
 HZ2251'A GRAVEL CROSSROAD. TURN LEFT, WEST, AND GO ON THE MAIN GRAVEL ROAD
 HZ2251'FOR 1.1 MILES TO A ROAD FORK.  TAKE THE RIGHT ROAD AND GO ON THE
 HZ2251'MAIN GRAVEL ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2260 ***********************************************************************
 HZ2260  DESIGNATION -  IND 874
 HZ2260  PID         -  HZ2260
 HZ2260  STATE/COUNTY-  IN/HARRISON
 HZ2260  COUNTRY     -  US
 HZ2260  USGS QUAD   -  LANESVILLE (2019)
 HZ2260
 HZ2260                         *CURRENT SURVEY CONTROL
 HZ2260  ______________________________________________________________________
 HZ2260* NAD 83(1997) POSITION- 38 11 58.09214(N) 085 58 52.03862(W)   ADJUSTED
 HZ2260* NAVD 88 ORTHO HEIGHT -   266.14  (+/-2cm)      873.2   (feet) VERTCON3
 HZ2260  ______________________________________________________________________
 HZ2260  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 HZ2260  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 HZ2260  HORZ ORDER      -  SECOND
 HZ2260  VERT ORDER      -  THIRD ? (See Below)
 HZ2260
 HZ2260.The horizontal coordinates were established by classical geodetic methods
 HZ2260.and adjusted by the National Geodetic Survey in May 1999.
 HZ2260
 HZ2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2260
 HZ2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2260.GEOID18 height accuracy estimate available here.
 HZ2260
 HZ2260.The vertical order pertains to the NGVD 29 superseded value.
 HZ2260
 HZ2260.Click photographs - Photos may exist for this station.
 HZ2260
 HZ2260.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2260
 HZ2260. The following values were computed from the NAD 83(1997) position.
 HZ2260
 HZ2260;                    North         East     Units Scale Factor Converg.
 HZ2260;SPC IN E     -   327,680.878    72,456.492   MT  0.99997601   -0 11 40.1
 HZ2260;SPC IN E     - 1,075,066.35    237,717.67   sFT  0.99997601   -0 11 40.1
 HZ2260;UTM  16      - 4,228,437.574   589,213.054   MT  0.99969802   +0 37 48.4
 HZ2260
 HZ2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2260!SPC IN E     -   0.99996344  x   0.99997601  =   0.99993945
 HZ2260!UTM  16      -   0.99996344  x   0.99969802  =   0.99966147
 HZ2260
 HZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8921328437(NAD 83)
 HZ2260
 HZ2260                          SUPERSEDED SURVEY CONTROL
 HZ2260
 HZ2260  NAD 83(1993)-  38 11 58.09271(N)    085 58 52.03977(W) AD(       ) 2
 HZ2260  NAD 83(1986)-  38 11 58.09706(N)    085 58 52.04623(W) AD(       ) 2
 HZ2260  NAD 27      -  38 11 57.84300(N)    085 58 52.16300(W) AD(       ) 2
 HZ2260  NGVD 29             266.26   (m)          873.6    (f) LEVELING    3  
 HZ2260
 HZ2260.Superseded values are not recommended for survey control.
 HZ2260
 HZ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2260.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2260
 HZ2260_MARKER: P = PIPE CAP
 HZ2260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2260_STAMPING: 874 IND
 HZ2260_MARK LOGO: USGS
 HZ2260_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2260
 HZ2260  HISTORY     - Date     Condition        Report By
 HZ2260  HISTORY     - 1910     MONUMENTED       USGS
 HZ2260  HISTORY     - 1947     GOOD             CGS
 HZ2260  HISTORY     - 1950     GOOD             CGS
 HZ2260  HISTORY     - 1976     GOOD             NGS
 HZ2260
 HZ2260                          STATION DESCRIPTION
 HZ2260
 HZ2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ECB)
 HZ2260'THIS IS A TRAVERSE STATION.
 HZ2260'
 HZ2260'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF BRIDGEPORT
 HZ2260'AND 2-1/2 MILES SOUTH OF LANESVILLE. A TRAVERSE CONNECTION WAS
 HZ2260'MEASURED FROM TRIANGULATION STATION COB TO THIS MARK. IT IS 5.055
 HZ2260'METERS 16.58 FEET EAST-NORTHEAST OF STATION COB. THE MARK IS A
 HZ2260'STANDARD U.S.G.S. GALVANIZED PIPE AND BRONZE CAP. IT PROJECTS 4
 HZ2260'INCHES, AND IT IS STAMPED IND 874.
 HZ2260'
 HZ2260'TO REACH THE STATION FROM THE LANESVILLE MILLING CO. IN LANESVILLE,
 HZ2260'GO WEST ON STATE HIGHWAY 62 FOR 0.1 MILE TO A SIDE ROAD ON THE
 HZ2260'LEFT. TURN LEFT, SOUTH, AND GO FOR 0.3 MILE TO A ROAD FORK. TAKE THE
 HZ2260'LEFT ROAD AND GO ON THE MAIN GRAVEL ROAD FOR 2.15 MILES TO A
 HZ2260'ROAD FORK. TAKE THE RIGHT ROAD AND GO ON THE MAIN DIRT ROAD FOR 1.3
 HZ2260'MILES TO A SIDE ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 HZ2260
 HZ2260                          STATION RECOVERY (1950)
 HZ2260
 HZ2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 HZ2260'STATION RECOVERED IN GOOD CONDITON.
 HZ2260'
 HZ2260'LOCATED 1100 FEET N OF FELKER CEMETERY, 2-1/2 MILES S OF LANESVILLE
 HZ2260'ALONG THE OLD LANESVILLE-ELIZABETH PIKE, AT T-ROAD
 HZ2260'INTERSECTION TO WEST, ABOUT 65 FEET E OF CENTERLINE OF ROAD, 2 FEET E
 HZ2260'OF A WIRE FENCE, 17 FEET ENE OF USC AND GS STATION COB 1947. MARK IS
 HZ2260'STANDARD USGS BRONZE CAPE AND PIPE PROJECTING 2 INCHES, STAMPED IND
 HZ2260'874.
 HZ2260
 HZ2260                          STATION RECOVERY (1976)
 HZ2260
 HZ2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2260'STATION RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--TO
 HZ2260'REACH THE STATION FROM THE POST OFFICE IN LANESVILLE, GO SOUTH ON ST
 HZ2260'JOHNS CHURCH ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT (CRESTVIEW
 HZ2260'AVENUE).  CONTINUE AHEAD ON PAVED ROAD FOR 2.15 MILES TO A SIDE
 HZ2260'ROAD LEFT AT A CURVE.  CONTINUE AHEAD SOUTH AND WEST ON THE MAIN
 HZ2260'TRAVELED ROAD FOR 1.3 MILE TO A SIDE ROAD RIGHT AND A DRIVEWAY LEFT
 HZ2260'AND THE STATION.  IT IS 64 FEET EAST OF THE CENTERLINE OF ROAD,
 HZ2260'46 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 7-FEET
 HZ2260'NORTHEAST OF A 4X4 WOODEN POST AND 2-FEET EAST OF A FENCELINE.
 HZ2260'THE MARK IS A GALVANIZED PIPE PROJECTING 2-INCHES WITH A
 HZ2260'U.S.G.S. BRONZE CAP STAMPED IND 874.
 HZ2260'
 HZ2260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES SOUTH
 HZ2260'OF LANESVILLE.
 HZ2260'
 HZ2260'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4325 ***********************************************************************
 DR4325  PACS        -  This is a Primary Airport Control Station.
 DR4325  DESIGNATION -  IND AA
 DR4325  PID         -  DR4325
 DR4325  STATE/COUNTY-  IN/MARION
 DR4325  COUNTRY     -  US
 DR4325  USGS QUAD   -  BRIDGEPORT (2019)
 DR4325
 DR4325                         *CURRENT SURVEY CONTROL
 DR4325  ______________________________________________________________________
 DR4325* NAD 83(2011) POSITION- 39 44 15.00972(N) 086 17 15.01078(W)   ADJUSTED
 DR4325* NAD 83(2011) ELLIP HT-   206.251 (meters)        (11/24/19)   ADJUSTED
 DR4325* NAD 83(2011) EPOCH   -  2010.00
 DR4325* NAVD 88 ORTHO HEIGHT -   239.48  (meters)      785.7   (feet) GPS OBS
 DR4325  ______________________________________________________________________
 DR4325  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 DR4325  NAD 83(2011) X  -    318,022.659 (meters)                     COMP
 DR4325  NAD 83(2011) Y  - -4,901,242.651 (meters)                     COMP
 DR4325  NAD 83(2011) Z  -  4,055,747.738 (meters)                     COMP
 DR4325  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DR4325
 DR4325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4325  Standards:
 DR4325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4325  -------------------------------------------------------------------
 DR4325  NETWORK    0.29   0.45           0.12   0.12   0.23      0.00000000
 DR4325  -------------------------------------------------------------------
 DR4325  Click here for local accuracies and other accuracy information.
 DR4325
 DR4325.This mark is at Indianapolis Int'l Airport (IND)
 DR4325
 DR4325.The horizontal coordinates were established by GPS observations
 DR4325.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 DR4325
 DR4325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4325.been affixed to the stable North American tectonic plate. See 
 DR4325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4325
 DR4325.The horizontal coordinates are valid at the epoch date displayed above
 DR4325.which is a decimal equivalence of Year/Month/Day.
 DR4325
 DR4325.The orthometric height was determined by GPS observations and a
 DR4325.high-resolution geoid model.
 DR4325
 DR4325.GPS derived orthometric heights for airport stations designated as
 DR4325.PACS or SACS are published to 2 decimal places.  This maintains
 DR4325.centimeter relative accuracy between the PACS and SACS.  It does
 DR4325.not indicate centimeter accuracy relative to other marks which are
 DR4325.part of the published vertical control network.
 DR4325
 DR4325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4325.GEOID18 height accuracy estimate available here.
 DR4325
 DR4325.Click photographs - Photos may exist for this station.
 DR4325
 DR4325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4325
 DR4325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4325
 DR4325.The ellipsoidal height was determined by GPS observations
 DR4325.and is referenced to NAD 83.
 DR4325
 DR4325. The following values were computed from the NAD 83(2011) position.
 DR4325
 DR4325;                    North         East     Units Scale Factor Converg.
 DR4325;SPC IN E     -   498,557.296    46,783.528   MT  1.00000152   -0 23 48.8
 DR4325;SPC IN E     - 1,635,683.40    153,488.96   sFT  1.00000152   -0 23 48.8
 DR4325;UTM  16      - 4,398,865.920   561,051.062   MT  0.99964589   +0 27 19.8
 DR4325
 DR4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4325!SPC IN E     -   0.99996764  x   1.00000152  =   0.99996916
 DR4325!UTM  16      -   0.99996764  x   0.99964589  =   0.99961355
 DR4325
 DR4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6105198865(NAD 83)
 DR4325
 DR4325                          SUPERSEDED SURVEY CONTROL
 DR4325
 DR4325.No superseded survey control is available for this station.
 DR4325
 DR4325_MARKER: F = FLANGE-ENCASED ROD
 DR4325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR4325_STAMPING: IND AA 2019
 DR4325_MARK LOGO: WOOLPT
 DR4325_PROJECTION: FLUSH
 DR4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4325+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2023
 DR4325_ROD/PIPE-DEPTH: 4 meters
 DR4325_SLEEVE-DEPTH  : 0.9 meters
 DR4325
 DR4325  HISTORY     - Date     Condition        Report By
 DR4325  HISTORY     - 20191024 MONUMENTED       WOOLPT
 DR4325  HISTORY     - 20230609 GOOD             PICI
 DR4325
 DR4325                          STATION DESCRIPTION
 DR4325
 DR4325'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR4325'THE STATION IS LOCATED ABOUT 20.6 KM(12.8 MILES) EAST OF DANVILLE,
 DR4325'ABOUT 15.6 KM (9.7 MILES) NORTHEAST OF MOORSEVILLE, ABOUT 11.7 KM (7.3
 DR4325'MILES) SOUTHWEST OF INDIANAPOLIS ON PROPERTY OWNED BY THE INDIANAPOLIS
 DR4325'AIRPORT AUTHORITY.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY, 7151 N.
 DR4325'PERIMETER ROAD, INDIANAPOLIS, IN, 46241, TELEPHONE (317)487-9594.
 DR4325'
 DR4325'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 74 AND 465 AND
 DR4325'US HIGHWAY 40 (WASHINGTOM STREET), GO SOUTHWEST ON WASHINGTON STREET
 DR4325'FOR 1.4 MI (2.3 KM) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GIRLS
 DR4325'SCHOOL ROAD FOR 0.25 MI (0.40 KM) TO A T INTERSECTION.  TURN LEFT AND
 DR4325'GO EAST-NORTHEAST ON NORTH PERIMETER ROAD FOR 400 FT (121.9 M) TO THE
 DR4325'STATION ON THE RIGHT.
 DR4325'
 DR4325'THE STATION IS A PUNCH MARK IN THE TOP-CENTER OF A 1.43 CM (1 INCH)
 DR4325'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 4 M (13.1 FT).
 DR4325'ROD IS FITTED WITH A 3 FT (0.9 M) GREASED SLEEVE AND ENCASED IN A 5
 DR4325'INCH (13 CM) DIAMETER PVC PIPET WITH A FLANGED LOGO CAP.  THE LOGO CAP
 DR4325'IS FLUSH WITH THE GROUND AND TOP OF ROD IS 10 CM (4 INCHES) BELOW THE
 DR4325'TOP OF THE LOGO CAP.  IT IS 110 FT (33.5 M) SOUTH-SOUTHEAST OF THE
 DR4325'CENTERLINE OF NORTH PERIMETER ROAD, 104.8 FT (31.9 M) NORTHWEST OF A
 DR4325'10 FT (3.0 M) CHAIN LINK FENCE CORNER, 59.3 FT (18.1 M) SOUTHEAST OF A
 DR4325'10 FT (3.0 M) CHAIN LINK FENCE CORNER CLOSEST TO THE ROAD AND 42.1 FT
 DR4325'(12.8 M) NORTHEAST FROM A 10 FT (3.0 M) CHAIN LINK FENCE CORNER.  THIS
 DR4325'MARK IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 DR4325
 DR4325                          STATION RECOVERY (2023)
 DR4325
 DR4325'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (TJS)
 DR4325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4327 ***********************************************************************
 DR4327  SACS        -  This is a Secondary Airport Control Station.
 DR4327  DESIGNATION -  IND B
 DR4327  PID         -  DR4327
 DR4327  STATE/COUNTY-  IN/MARION
 DR4327  COUNTRY     -  US
 DR4327  USGS QUAD   -  BRIDGEPORT (2019)
 DR4327
 DR4327                         *CURRENT SURVEY CONTROL
 DR4327  ______________________________________________________________________
 DR4327* NAD 83(2011) POSITION- 39 43 19.12103(N) 086 17 49.48541(W)   ADJUSTED
 DR4327* NAD 83(2011) ELLIP HT-   201.769 (meters)        (11/24/19)   ADJUSTED
 DR4327* NAD 83(2011) EPOCH   -  2010.00
 DR4327* NAVD 88 ORTHO HEIGHT -   234.95  (meters)      770.8   (feet) GPS OBS
 DR4327  ______________________________________________________________________
 DR4327  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 DR4327  NAD 83(2011) X  -    317,274.405 (meters)                     COMP
 DR4327  NAD 83(2011) Y  - -4,902,391.758 (meters)                     COMP
 DR4327  NAD 83(2011) Z  -  4,054,419.195 (meters)                     COMP
 DR4327  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 DR4327
 DR4327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4327  Standards:
 DR4327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4327  -------------------------------------------------------------------
 DR4327  NETWORK    0.62   0.53           0.29   0.20   0.27      0.04411141
 DR4327  -------------------------------------------------------------------
 DR4327  Click here for local accuracies and other accuracy information.
 DR4327
 DR4327.This mark is at Indianapolis Int'l Airport (IND)
 DR4327
 DR4327.The horizontal coordinates were established by GPS observations
 DR4327.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 DR4327
 DR4327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4327.been affixed to the stable North American tectonic plate. See 
 DR4327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4327
 DR4327.The horizontal coordinates are valid at the epoch date displayed above
 DR4327.which is a decimal equivalence of Year/Month/Day.
 DR4327
 DR4327.The orthometric height was determined by GPS observations and a
 DR4327.high-resolution geoid model.
 DR4327
 DR4327.GPS derived orthometric heights for airport stations designated as
 DR4327.PACS or SACS are published to 2 decimal places.  This maintains
 DR4327.centimeter relative accuracy between the PACS and SACS.  It does
 DR4327.not indicate centimeter accuracy relative to other marks which are
 DR4327.part of the published vertical control network.
 DR4327
 DR4327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4327.GEOID18 height accuracy estimate available here.
 DR4327
 DR4327.Click photographs - Photos may exist for this station.
 DR4327
 DR4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4327
 DR4327.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4327
 DR4327.The ellipsoidal height was determined by GPS observations
 DR4327.and is referenced to NAD 83.
 DR4327
 DR4327. The following values were computed from the NAD 83(2011) position.
 DR4327
 DR4327;                    North         East     Units Scale Factor Converg.
 DR4327;SPC IN E     -   496,839.372    45,950.545   MT  1.00000262   -0 24 10.4
 DR4327;SPC IN E     - 1,630,047.17    150,756.08   sFT  1.00000262   -0 24 10.4
 DR4327;UTM  16      - 4,397,136.414   560,244.012   MT  0.99964468   +0 26 57.2
 DR4327
 DR4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4327!SPC IN E     -   0.99996835  x   1.00000262  =   0.99997097
 DR4327!UTM  16      -   0.99996835  x   0.99964468  =   0.99961304
 DR4327
 DR4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6024497136(NAD 83)
 DR4327
 DR4327                          SUPERSEDED SURVEY CONTROL
 DR4327
 DR4327.No superseded survey control is available for this station.
 DR4327
 DR4327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4327_STAMPING: IND B 2019
 DR4327_MARK LOGO: WOOLPT
 DR4327_PROJECTION: FLUSH
 DR4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4327+STABILITY: SURFACE MOTION
 DR4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4327+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 DR4327
 DR4327  HISTORY     - Date     Condition        Report By
 DR4327  HISTORY     - 20191024 MONUMENTED       WOOLPT
 DR4327
 DR4327                          STATION DESCRIPTION
 DR4327
 DR4327'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR4327'THE STATION IS LOCATED ABOUT 20.1 KM (12.5 MI) EAST OF DANVILLE, ABOUT
 DR4327'13.8 KM (8.6 MI) NORTHEAST OF MOORSEVILLE, ABOUT 13.0 KM (8.1 MI)
 DR4327'SOUTHWEST OF INDIANAPOLIS ON THE GROUNDS OF THE INDIANAPOLIS
 DR4327'INTERNATIONAL AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY,
 DR4327'7800 COL H WEIR COOK MEMORIAL DRIVE, INDIANAPOLIS, IN, 46241,
 DR4327'TELEPHONE (317)487-9594.
 DR4327'
 DR4327'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 74 AND 465 AND
 DR4327'U.S. HIGHWAY 40 (WASHINGTON STREET), GO SOUTHWEST ON HIGHWAY 40 FOR
 DR4327'2.3 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GIRLS
 DR4327'SCHOOL ROAD FOR 0.40 KM (0.25 MI) TO A T-INTERSECTION.  TURN RIGHT AND
 DR4327'GO WEST-SOUTHWEST ON NORTH PERIMETER ROAD FOR 2.9 KM (1.8 MI) TO WHERE
 DR4327'THE ROAD CURVES TO THE LEFT AND BECOMES WEST PERIMETER ROAD.  CONTINUE
 DR4327'SOUTH ALONG WEST PERIMETER ROAD FOR 3.2 KM (2.0 MI) TO A
 DR4327'T-INTERSECTION.  TURN LEFT AND GO NORTHEAST ON NORTH ACCESS ROAD FOR
 DR4327'2.1 KM (1.3 MI) TO THE AIRPORT SECURITY GATE.  WITH AN AIRPORT
 DR4327'OPERATIONS ESCORT (ARRANGE VIA TELEPHONE 317-487-5023) CONTINUE
 DR4327'THROUGH THE GATE AND ALONG THE TUG ROAD FOR 0.9 KM (0.6 MI) TO THE
 DR4327'STATION ON THE LEFT.
 DR4327'
 DR4327'THE MARK IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR4327'THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 4.3 FT
 DR4327'(1.3 M) DEEP.  IT IS 55.4 FT (16.9 M) SOUTHWEST OF THE SOUTH CORNER OF
 DR4327'THE TAXIWAY R DESIGNATION/TAXIWAY B DIRECTIONAL SIGN, 24.2 FT (7.4 M)
 DR4327'NORTHWEST OF THE CENTERLINE OF THE TUG ROAD AND 15 FT (4.6 M) WEST OF
 DR4327'A STOP SIGN.  THIS MARK IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DR4327'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4328 ***********************************************************************
 DR4328  SACS        -  This is a Secondary Airport Control Station.
 DR4328  DESIGNATION -  IND C
 DR4328  PID         -  DR4328
 DR4328  STATE/COUNTY-  IN/MARION
 DR4328  COUNTRY     -  US
 DR4328  USGS QUAD   -  BRIDGEPORT (2019)
 DR4328
 DR4328                         *CURRENT SURVEY CONTROL
 DR4328  ______________________________________________________________________
 DR4328* NAD 83(2011) POSITION- 39 42 45.05702(N) 086 18 33.00991(W)   ADJUSTED
 DR4328* NAD 83(2011) ELLIP HT-   194.975 (meters)        (11/24/19)   ADJUSTED
 DR4328* NAD 83(2011) EPOCH   -  2010.00
 DR4328* NAVD 88 ORTHO HEIGHT -   228.12  (meters)      748.4   (feet) GPS OBS
 DR4328  ______________________________________________________________________
 DR4328  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 DR4328  NAD 83(2011) X  -    316,282.811 (meters)                     COMP
 DR4328  NAD 83(2011) Y  - -4,903,123.334 (meters)                     COMP
 DR4328  NAD 83(2011) Z  -  4,053,606.712 (meters)                     COMP
 DR4328  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 DR4328
 DR4328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4328  Standards:
 DR4328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4328  -------------------------------------------------------------------
 DR4328  NETWORK    0.63   0.82           0.30   0.19   0.42      0.04087958
 DR4328  -------------------------------------------------------------------
 DR4328  Click here for local accuracies and other accuracy information.
 DR4328
 DR4328.This mark is at Indianapolis Int'l Airport (IND)
 DR4328
 DR4328.The horizontal coordinates were established by GPS observations
 DR4328.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 DR4328
 DR4328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4328.been affixed to the stable North American tectonic plate. See 
 DR4328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4328
 DR4328.The horizontal coordinates are valid at the epoch date displayed above
 DR4328.which is a decimal equivalence of Year/Month/Day.
 DR4328
 DR4328.The orthometric height was determined by GPS observations and a
 DR4328.high-resolution geoid model.
 DR4328
 DR4328.GPS derived orthometric heights for airport stations designated as
 DR4328.PACS or SACS are published to 2 decimal places.  This maintains
 DR4328.centimeter relative accuracy between the PACS and SACS.  It does
 DR4328.not indicate centimeter accuracy relative to other marks which are
 DR4328.part of the published vertical control network.
 DR4328
 DR4328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4328.GEOID18 height accuracy estimate available here.
 DR4328
 DR4328.Click photographs - Photos may exist for this station.
 DR4328
 DR4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4328
 DR4328.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4328
 DR4328.The ellipsoidal height was determined by GPS observations
 DR4328.and is referenced to NAD 83.
 DR4328
 DR4328. The following values were computed from the NAD 83(2011) position.
 DR4328
 DR4328;                    North         East     Units Scale Factor Converg.
 DR4328;SPC IN E     -   495,796.170    44,906.441   MT  1.00000402   -0 24 37.9
 DR4328;SPC IN E     - 1,626,624.60    147,330.55   sFT  1.00000402   -0 24 37.9
 DR4328;UTM  16      - 4,396,078.182   559,215.906   MT  0.99964317   +0 26 29.1
 DR4328
 DR4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4328!SPC IN E     -   0.99996941  x   1.00000402  =   0.99997343
 DR4328!UTM  16      -   0.99996941  x   0.99964317  =   0.99961259
 DR4328
 DR4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5921596078(NAD 83)
 DR4328
 DR4328                          SUPERSEDED SURVEY CONTROL
 DR4328
 DR4328.No superseded survey control is available for this station.
 DR4328
 DR4328_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR4328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4328_STAMPING: IND C 2019
 DR4328_MARK LOGO: WOOLPT
 DR4328_PROJECTION: FLUSH
 DR4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4328+STABILITY: SURFACE MOTION
 DR4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4328+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 DR4328
 DR4328  HISTORY     - Date     Condition        Report By
 DR4328  HISTORY     - 20191024 MONUMENTED       WOOLPT
 DR4328
 DR4328                          STATION DESCRIPTION
 DR4328
 DR4328'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR4328'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) EAST OF DANVILLE, ABOUT
 DR4328'14.3 KM (8.9 MI) SOUTHWEST OF INDIANAPOLIS, ABOUT 12.4 KM (7.7 MI)
 DR4328'NORTHEAST OF MOORSEVILLE ON THE GROUNDS OF THE INDIANAPOLIS
 DR4328'INTERNATIONAL AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY,
 DR4328'7800 COL H WEIR COOK MEMORIAL DRIVE, INDIANAPOLIS, IN, 46241,
 DR4328'TELEPHONE (317)487-9594.
 DR4328'
 DR4328'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 74 AND 465 AND
 DR4328'U.S. HIGHWAY 40 (WASHINGTON STREET), GO SOUTHWEST ON HIGHWAY 40 FOR
 DR4328'2.3 KM (1.40 MILES) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GIRLS
 DR4328'SCHOOL ROAD FOR 0.40 KM (0.25 MILES) TO A T-INTERSECTION.  TURN RIGHT
 DR4328'AND GO WEST-SOUTHWEST ON NORTH PERIMETER ROAD FOR 2.9 KM (1.8 MILES)
 DR4328'TO WHERE THE ROAD CURVES TO THE LEFT AND BECOMES WEST PERIMETER ROAD.
 DR4328'CONTINUE SOUTH ALONG WEST PERIMETER ROAD FOR 3.2 KM (2.0 MILES) TO A
 DR4328'T-INTERSECTION. TURN LEFT AND GO NORTHEAST ON NORTH ACCESS RD FOR 2.1
 DR4328'KM (1.3 MILES) TO THE AIRPORT SECURITY GATE.  WITH AN AIRPORT
 DR4328'OPERATIONS ESCORT (CONTACT 317-487-5023) CONTINUE THROUGH THE GATE
 DR4328'ALONG THE TUG ROAD FOR 32.0 M (105.0 FEET) TO A PAVED T-INTERSECTION.
 DR4328'TURN LEFT AND GO NORTHWEST ON THE ACCESS RD FOR 88.4 M (290 FEET) TO
 DR4328'THE STATION ON THE RIGHT.
 DR4328'
 DR4328'THE MARK IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR4328'THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 4.3 FT
 DR4328'(1.3 M) DEEP.  IT IS 31.7 FT (9.7 M) NORTHWEST OF A RED REFLECTOR
 DR4328'POST, 20.2 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF THE FIRE STATION
 DR4328'ACCESS ROAD, 10.5 FT (3.2 M) WEST OF THE CORNER OF A CONCRETE BOX
 DR4328'CULVERT AND 6.4 FT (2.0 M) NORTHEAST OF A STOP SIGN.  THIS MARK IS
 DR4328'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4329 ***********************************************************************
 DR4329  SACS        -  This is a Secondary Airport Control Station.
 DR4329  DESIGNATION -  IND D
 DR4329  PID         -  DR4329
 DR4329  STATE/COUNTY-  IN/MARION
 DR4329  COUNTRY     -  US
 DR4329  USGS QUAD   -  BRIDGEPORT (2019)
 DR4329
 DR4329                         *CURRENT SURVEY CONTROL
 DR4329  ______________________________________________________________________
 DR4329* NAD 83(2011) POSITION- 39 43 23.25129(N) 086 16 44.49643(W)   ADJUSTED
 DR4329* NAD 83(2011) ELLIP HT-   208.015 (meters)        (11/24/19)   ADJUSTED
 DR4329* NAD 83(2011) EPOCH   -  2010.00
 DR4329* NAVD 88 ORTHO HEIGHT -   241.23  (meters)      791.4   (feet) GPS OBS
 DR4329  ______________________________________________________________________
 DR4329  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 DR4329  NAD 83(2011) X  -    318,814.041 (meters)                     COMP
 DR4329  NAD 83(2011) Y  - -4,902,215.106 (meters)                     COMP
 DR4329  NAD 83(2011) Z  -  4,054,521.166 (meters)                     COMP
 DR4329  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 DR4329
 DR4329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4329  Standards:
 DR4329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4329  -------------------------------------------------------------------
 DR4329  NETWORK    0.61   0.53           0.28   0.20   0.27      0.10603786
 DR4329  -------------------------------------------------------------------
 DR4329  Click here for local accuracies and other accuracy information.
 DR4329
 DR4329.This mark is at Indianapolis Int'l Airport (IND)
 DR4329
 DR4329.The horizontal coordinates were established by GPS observations
 DR4329.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 DR4329
 DR4329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4329.been affixed to the stable North American tectonic plate. See 
 DR4329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4329
 DR4329.The horizontal coordinates are valid at the epoch date displayed above
 DR4329.which is a decimal equivalence of Year/Month/Day.
 DR4329
 DR4329.The orthometric height was determined by GPS observations and a
 DR4329.high-resolution geoid model.
 DR4329
 DR4329.GPS derived orthometric heights for airport stations designated as
 DR4329.PACS or SACS are published to 2 decimal places.  This maintains
 DR4329.centimeter relative accuracy between the PACS and SACS.  It does
 DR4329.not indicate centimeter accuracy relative to other marks which are
 DR4329.part of the published vertical control network.
 DR4329
 DR4329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4329.GEOID18 height accuracy estimate available here.
 DR4329
 DR4329.Click photographs - Photos may exist for this station.
 DR4329
 DR4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4329
 DR4329.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4329
 DR4329.The ellipsoidal height was determined by GPS observations
 DR4329.and is referenced to NAD 83.
 DR4329
 DR4329. The following values were computed from the NAD 83(2011) position.
 DR4329
 DR4329;                    North         East     Units Scale Factor Converg.
 DR4329;SPC IN E     -   496,956.025    47,499.186   MT  1.00000059   -0 23 28.9
 DR4329;SPC IN E     - 1,630,429.89    155,836.91   sFT  1.00000059   -0 23 28.9
 DR4329;UTM  16      - 4,397,276.035   561,790.197   MT  0.99964700   +0 27 38.8
 DR4329
 DR4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4329!SPC IN E     -   0.99996737  x   1.00000059  =   0.99996796
 DR4329!UTM  16      -   0.99996737  x   0.99964700  =   0.99961438
 DR4329
 DR4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6179097276(NAD 83)
 DR4329
 DR4329                          SUPERSEDED SURVEY CONTROL
 DR4329
 DR4329.No superseded survey control is available for this station.
 DR4329
 DR4329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4329_STAMPING: IND D 2019
 DR4329_MARK LOGO: WOOLPT
 DR4329_PROJECTION: FLUSH
 DR4329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4329+STABILITY: SURFACE MOTION
 DR4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4329+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 DR4329
 DR4329  HISTORY     - Date     Condition        Report By
 DR4329  HISTORY     - 20191024 MONUMENTED       WOOLPT
 DR4329
 DR4329                          STATION DESCRIPTION
 DR4329
 DR4329'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR4329'THE STATION IS LOCATED ABOUT 21.6 KM (13.4 MI) EAST OF DANVILLE, ABOUT
 DR4329'14.6 KM (9.1 MI) NORTHEAST OF MOORSEVILLE, ABOUT 11.6 KM (7.2 MI)
 DR4329'SOUTHWEST OF INDIANAPOLIS ON THE GROUNDS OF THE INDIANAPOLIS
 DR4329'INTERNATIONAL AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY,
 DR4329'7800 COL H WEIR COOK MEMORIAL DRIVE, INDIANAPOLIS, IN, 46241,
 DR4329'TELEPHONE (317)487-9594.
 DR4329'
 DR4329'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 74 AND 465 AND
 DR4329'U.S. HIGHWAY 40 (WASHINGTON STREET), GO SOUTHWEST ON HIGHWAY 40 FOR
 DR4329'2.3 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GIRLS
 DR4329'SCHOOL ROAD FOR 0.40 KM (0.25 MI) TO A T-INTERSECTION.  TURN RIGHT AND
 DR4329'GO WEST-SOUTHWEST ON NORTH PERIMETER ROAD FOR 2.9 KM (1.8 MI) TO WHERE
 DR4329'THE ROAD CURVES TO THE LEFT AND BECOMES WEST PERIMETER ROAD.  CONTINUE
 DR4329'SOUTH ALONG WEST PERIMETER ROAD FOR 4, 2 KM (2.5 MI) TO A
 DR4329'T-INTERSECTION.  TURN LEFT AND GO NORTHEAST ON SOUTH ACCESS ROAD FOR
 DR4329'0.7 KM (0.4 MI) TO THE AIRPORT SECURITY GATE 30B.  CALL AIRPORT
 DR4329'OPERATIONS (317-487-5023)TO GAIN ACCESS AND AN ESCORT, THEN GO
 DR4329'NORTHEAST ON THE SERVICE ROAD 3.4 KM (2.1 MI) TO THE STATION ON THE
 DR4329'RIGHT.
 DR4329'
 DR4329'THE MARK IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR4329'THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 4.3 FT
 DR4329'(1.3 M) DEEP.  IT IS 123 FT (37.5 M) SOUTHWEST OF OF THE CENTERLINE OF
 DR4329'THE TUG ROAD, 104 FT (31.7 M) SOUTH OF A STOP SIGN AND 89.5 FT (27.3
 DR4329'M) SOUTHEAST OF THE CENTERLINE OF THE SERVICE ROAD.  THIS MARK IS
 DR4329'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR4330 ***********************************************************************
 DR4330  SACS        -  This is a Secondary Airport Control Station.
 DR4330  DESIGNATION -  IND E
 DR4330  PID         -  DR4330
 DR4330  STATE/COUNTY-  IN/MARION
 DR4330  COUNTRY     -  US
 DR4330  USGS QUAD   -  BRIDGEPORT (2019)
 DR4330
 DR4330                         *CURRENT SURVEY CONTROL
 DR4330  ______________________________________________________________________
 DR4330* NAD 83(2011) POSITION- 39 42 46.67448(N) 086 17 32.20750(W)   ADJUSTED
 DR4330* NAD 83(2011) ELLIP HT-   205.707 (meters)        (11/24/19)   ADJUSTED
 DR4330* NAD 83(2011) EPOCH   -  2010.00
 DR4330* NAVD 88 ORTHO HEIGHT -   238.88  (meters)      783.7   (feet) GPS OBS
 DR4330  ______________________________________________________________________
 DR4330  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 DR4330  NAD 83(2011) X  -    317,726.604 (meters)                     COMP
 DR4330  NAD 83(2011) Y  - -4,903,006.318 (meters)                     COMP
 DR4330  NAD 83(2011) Z  -  4,053,651.944 (meters)                     COMP
 DR4330  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 DR4330
 DR4330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR4330  Standards:
 DR4330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR4330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR4330  -------------------------------------------------------------------
 DR4330  NETWORK    0.61   0.53           0.28   0.20   0.27      0.10734674
 DR4330  -------------------------------------------------------------------
 DR4330  Click here for local accuracies and other accuracy information.
 DR4330
 DR4330.This mark is at Indianapolis Int'l Airport (IND)
 DR4330
 DR4330.The horizontal coordinates were established by GPS observations
 DR4330.and adjusted by the WOOLPERT CONSULTANTS in November 2019.
 DR4330
 DR4330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR4330.been affixed to the stable North American tectonic plate. See 
 DR4330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR4330
 DR4330.The horizontal coordinates are valid at the epoch date displayed above
 DR4330.which is a decimal equivalence of Year/Month/Day.
 DR4330
 DR4330.The orthometric height was determined by GPS observations and a
 DR4330.high-resolution geoid model.
 DR4330
 DR4330.GPS derived orthometric heights for airport stations designated as
 DR4330.PACS or SACS are published to 2 decimal places.  This maintains
 DR4330.centimeter relative accuracy between the PACS and SACS.  It does
 DR4330.not indicate centimeter accuracy relative to other marks which are
 DR4330.part of the published vertical control network.
 DR4330
 DR4330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR4330.GEOID18 height accuracy estimate available here.
 DR4330
 DR4330.Click photographs - Photos may exist for this station.
 DR4330
 DR4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR4330
 DR4330.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR4330
 DR4330.The ellipsoidal height was determined by GPS observations
 DR4330.and is referenced to NAD 83.
 DR4330
 DR4330. The following values were computed from the NAD 83(2011) position.
 DR4330
 DR4330;                    North         East     Units Scale Factor Converg.
 DR4330;SPC IN E     -   495,835.813    46,355.052   MT  1.00000208   -0 23 59.1
 DR4330;SPC IN E     - 1,626,754.66    152,083.20   sFT  1.00000208   -0 23 59.1
 DR4330;UTM  16      - 4,396,139.338   560,663.247   MT  0.99964531   +0 27 07.9
 DR4330
 DR4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR4330!SPC IN E     -   0.99996773  x   1.00000208  =   0.99996981
 DR4330!UTM  16      -   0.99996773  x   0.99964531  =   0.99961305
 DR4330
 DR4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6066396139(NAD 83)
 DR4330
 DR4330                          SUPERSEDED SURVEY CONTROL
 DR4330
 DR4330.No superseded survey control is available for this station.
 DR4330
 DR4330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR4330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR4330_STAMPING: IND E 2019
 DR4330_MARK LOGO: WOOLPT
 DR4330_PROJECTION: FLUSH
 DR4330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR4330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR4330+STABILITY: SURFACE MOTION
 DR4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR4330+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 DR4330
 DR4330  HISTORY     - Date     Condition        Report By
 DR4330  HISTORY     - 20191024 MONUMENTED       WOOLPT
 DR4330
 DR4330                          STATION DESCRIPTION
 DR4330
 DR4330'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR4330'THE STATION IS LOCATED ABOUT 20.8 KM (12.9 MILES) EAST OF DANVILLE,
 DR4330'ABOUT 13.0 KM (8.1 MILES) NORTHEAST OF MOORSEVILLE, ABOUT 13.0 KM (8.1
 DR4330'MILES) SOUTHWEST OF INDIANAPOLIS ON THE GROUNDS OF THE INDIANAPOLIS
 DR4330'INTERNATIONAL AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY,
 DR4330'7800 COL H WEIR COOK MEMORIAL DRIVE, INDIANAPOLIS, IN, 46241,
 DR4330'TELEPHONE (317)487-9594.
 DR4330'
 DR4330'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 74 AND 465 AND
 DR4330'U.S. HIGHWAY 40 (WASHINGTON STREET), GO SOUTHWEST ON HIGHWAY 40 FOR
 DR4330'2.3 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GIRLS
 DR4330'SCHOOL ROAD FOR 0.40 KM (0.25 MI) TO A T-INTERSECTION.  TURN RIGHT AND
 DR4330'GO WEST-SOUTHWEST ON NORTH PERIMETER ROAD FOR 2.9 KM (1.8 MI) TO WHERE
 DR4330'THE ROAD CURVES TO THE LEFT AND BECOMES WEST PERIMETER ROAD.  CONTINUE
 DR4330'SOUTH ALONG WEST PERIMETER ROAD FOR 4, 2 KM (2.5 MI) TO A
 DR4330'T-INTERSECTION.  TURN LEFT AND GO NORTHEAST ON SOUTH ACCESS ROAD FOR
 DR4330'0.7 KM (0.4 MI) TO THE AIRPORT SECURITY GATE 30B.  CALL AIRPORT
 DR4330'OPERATIONS (317-487-5023)TO GAIN ACCESS AND AN ESCORT, THEN GO
 DR4330'NORTHEAST ON THE SERVICE ROAD 1.8 KM (1.1 MI) TO THE STATION ON THE
 DR4330'RIGHT.
 DR4330'
 DR4330'THE MARK IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR4330'THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 4.3 FT
 DR4330'(1.3 M) DEEP.  IT IS 148.7 FT (45.3 M) NORTHEAST OF A GAS PIPELINE
 DR4330'MARKER, 32.0 FT (9.8 M) SOUTHEAST OF THE CENTERLINE OF THE SERVICE
 DR4330'ROAD, 27.3 FT (8.3 M) SOUTHWEST OF INDIANAPOLIS AIRPORT AUTHORITY MARK
 DR4330'27-K-L-104.  THIS MARK IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DR4330'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1544 ***********************************************************************
 MD1544  DESIGNATION -  IND MICH P AND L CO SUBSTATION
 MD1544  PID         -  MD1544
 MD1544  STATE/COUNTY-  IN/ALLEN
 MD1544  COUNTRY     -  US
 MD1544  USGS QUAD   -  CEDARVILLE (2019)
 MD1544
 MD1544                         *CURRENT SURVEY CONTROL
 MD1544  ______________________________________________________________________
 MD1544* NAD 83(1997) POSITION- 41 10 10.09465(N) 085 05 35.73647(W)   ADJUSTED
 MD1544  ______________________________________________________________________
 MD1544  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 MD1544  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 MD1544  HORZ ORDER      -  THIRD
 MD1544
 MD1544.The horizontal coordinates were established by classical geodetic methods
 MD1544.and adjusted by the National Geodetic Survey in May 1999.
 MD1544
 MD1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1544.GEOID18 height accuracy estimate available here.
 MD1544
 MD1544.Click photographs - Photos may exist for this station.
 MD1544
 MD1544.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1544
 MD1544. The following values were computed from the NAD 83(1997) position.
 MD1544
 MD1544;                    North         East     Units Scale Factor Converg.
 MD1544;SPC IN E     -   657,536.740   148,118.388   MT  0.99999515   +0 22 38.9
 MD1544;SPC IN E     - 2,157,268.45    485,951.74   sFT  0.99999515   +0 22 38.9
 MD1544;UTM  16      - 4,559,322.592   659,952.294   MT  0.99991489   +1 15 19.6
 MD1544
 MD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5995259322(NAD 83)
 MD1544
 MD1544                          SUPERSEDED SURVEY CONTROL
 MD1544
 MD1544  NAD 83(1995)-  41 10 10.09553(N)    085 05 35.74045(W) AD(       ) 3
 MD1544  NAD 83(1986)-  41 10 10.09588(N)    085 05 35.75023(W) AD(       ) 3
 MD1544  NAD 27      -  41 10 09.92100(N)    085 05 35.85900(W) AD(       ) 3
 MD1544
 MD1544.Superseded values are not recommended for survey control.
 MD1544
 MD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1544.See file dsdata.pdf to determine how the superseded data were derived.
 MD1544
 MD1544
 MD1544  HISTORY     - Date     Condition        Report By
 MD1544  HISTORY     - 1947     MONUMENTED       CGS
 MD1544  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1544
 MD1544                          STATION DESCRIPTION
 MD1544
 MD1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1544'THIS IS A TRAVERSE STATION.
 MD1544'
 MD1544'THE STATION IS LOCATED 7 MILES NORTH-NORTHEAST OF FORT WAYNE AND 6
 MD1544'MILES SOUTHEAST OF HUNTERTOWN.  IT IS 56 FEET NORTH OF THE CENTER OF
 MD1544'STATE HIGHWAY 427 AND 3 FEET EAST OF THE SUB-STATION OFFICE BUILDING.
 MD1544'IT IS A WOODEN MAST PAINTED RED AND WHITE, ABOUT 120 FEET IN HEIGHT
 MD1544'HAVING A 30 FOOT ANTENNA ON THE TOP.  THE POINT OBSERVED ON WAS THE
 MD1544'CENTER OF THE BASE OF THE MAST.
 MD1544'
 MD1544'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BOURIES 1946
 MD1544'THE DISTANCE BEING 39.929 METERS.
 MD1544'
 MD1544'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD1544'NORTH ON STATE HIGHWAY 427 FOR ABOUT 2-1/2 MILES TO THE JUNCTION OF
 MD1544'U.S. HIGHWAY 27, CONTINUE ON HIGHWAY 427 FOR 4.7 MILES TO THE STATION
 MD1544'ON THE LEFT AS DESCRIBED.
 MD1544
 MD1544                          STATION RECOVERY (1963)
 MD1544
 MD1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1544'ALL TRACE OF THE STATION HAS BEEN REMOVED.  THERE IS AT PRESENT A
 MD1544'STEEL MAST MICROWAVE TOWER AN ESTIMATED 50 YARDS NE OF THE
 MD1544'SUBJECT-STATION LOCATION FOR WHICH SEE THE R NOTE FOR STATION BOURIES
 MD1544'MADE BY THE INDIANA AND MICHIGAN ELECTRIC COMPANY IN 1958, AT WHICH
 MD1544'TIME ENGINEERS OF THE SAID COMPANY MADE TRAVERSE CONNECTION TO THE
 MD1544'PRESENT MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1629 ***********************************************************************
 MD1629  DESIGNATION -  IND ST POLICE 2 RAD MAST
 MD1629  PID         -  MD1629
 MD1629  STATE/COUNTY-  IN/NOBLE
 MD1629  COUNTRY     -  US
 MD1629  USGS QUAD   -  LIGONIER (2019)
 MD1629
 MD1629                         *CURRENT SURVEY CONTROL
 MD1629  ______________________________________________________________________
 MD1629* NAD 83(1997) POSITION- 41 27 12.58562(N) 085 35 14.99380(W)   ADJUSTED
 MD1629  ______________________________________________________________________
 MD1629  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 MD1629  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 MD1629  HORZ ORDER      -  THIRD
 MD1629
 MD1629.The horizontal coordinates were established by classical geodetic methods
 MD1629.and adjusted by the National Geodetic Survey in May 1999.
 MD1629
 MD1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1629.GEOID18 height accuracy estimate available here.
 MD1629
 MD1629.Click photographs - Photos may exist for this station.
 MD1629
 MD1629.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1629
 MD1629. The following values were computed from the NAD 83(1997) position.
 MD1629
 MD1629;                    North         East     Units Scale Factor Converg.
 MD1629;SPC IN E     -   688,924.036   106,614.764   MT  0.99996720   +0 03 08.7
 MD1629;SPC IN E     - 2,260,244.94    349,785.27   sFT  0.99996720   +0 03 08.7
 MD1629;UTM  16      - 4,590,064.233   617,977.105   MT  0.99977129   +0 56 06.7
 MD1629
 MD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1797790064(NAD 83)
 MD1629
 MD1629                          SUPERSEDED SURVEY CONTROL
 MD1629
 MD1629  NAD 83(1995)-  41 27 12.58776(N)    085 35 15.00131(W) AD(       ) 3
 MD1629  NAD 83(1986)-  41 27 12.58717(N)    085 35 15.00411(W) AD(       ) 3
 MD1629  NAD 27      -  41 27 12.40900(N)    085 35 15.06300(W) AD(       ) 3
 MD1629
 MD1629.Superseded values are not recommended for survey control.
 MD1629
 MD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1629.See file dsdata.pdf to determine how the superseded data were derived.
 MD1629
 MD1629_MARKER: 42 = RADIO/TV MAST
 MD1629
 MD1629  HISTORY     - Date     Condition        Report By
 MD1629  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1629  HISTORY     - 1960     GOOD             CGS
 MD1629
 MD1629                          STATION DESCRIPTION
 MD1629
 MD1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1629'THIS IS A TRAVERSE STATION.
 MD1629'
 MD1629'STATION IS LOCATED NEAR THE JUNCTION OF U.S. HIGHWAYS 6 AND 33 ONE
 MD1629'MILE SOUTH OF
 MD1629'LIGONIER, 185 FEET WEST OF THE INDIANA STATE POLICE POST NO. 2
 MD1629'BUILDING.  IT IS A STRUCTURAL STEEL
 MD1629'MAST ABOUT 450 FEET HIGH PAINTED RED AND WHITE.  A TRAVERSE
 MD1629'CONNECTION WAS MADE TO TRIANGULATION
 MD1629'STATION LIGONIER AND THE DISTANCE WAS FOUND TO BE 167.35 FEET
 MD1629'(51.008 METERS).
 MD1629
 MD1629                          STATION RECOVERY (1960)
 MD1629
 MD1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1629'THE STATION WAS RECOVERED IN GOOD CONDITION.  ON INQUIRY, PERSONNEL
 MD1629'OF THE RADIO STATION STATED THAT THE
 MD1629'MAST HAD BEEN SHORTENED SINCE 1947 AN ESTIMATED 80 FEET, AND THE OLD
 MD1629'CONCRETE BASE REENFORCED, BUT
 MD1629'POSITION WAS UNCHANGED.
 MD1629'
 MD1629'STATION IS THE NOW REPORTEDLY 320-FOOT HIGH STEEL RADIO MAST AT THE
 MD1629'NUMBER TWO POST OF THE INDIANA
 MD1629'STATE POLICE IN THE NW ANGLE OF THE INTERSECTION OF NOS. 6 AND 33
 MD1629'U.S.  HIGHWAYS ABOUT A MILE S OF
 MD1629'LIGONIER.
 MD1629'
 MD1629'NOTE TO OFFICE- THE STATION IS ORIGINALLY DESCRIBED AS A TRAVERSE
 MD1629'STATION CONNECTED TO TRIANGULATION
 MD1629'STATION LIGONIER WITH THE DISTANCE GIVEN AS 167.35 FEET (51.008
 MD1629'METERS).  THE UNDERSIGNED MEASURED
 MD1629'THE DISTANCE AS 166.95 FEET WITH AN ESTIMATED PROBABLE ERROR OF
 MD1629'NOT MORE THAN 0.1 FOOT WHICH MEASUREMENT
 MD1629'WAS MADE WITH A 300-FOOT TAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2206 ***********************************************************************
 LB2206  DESIGNATION -  INDIAN
 LB2206  PID         -  LB2206
 LB2206  STATE/COUNTY-  IN/TIPPECANOE
 LB2206  COUNTRY     -  US
 LB2206  USGS QUAD   -  OTTERBEIN (2019)
 LB2206
 LB2206                         *CURRENT SURVEY CONTROL
 LB2206  ______________________________________________________________________
 LB2206* NAD 83(1997) POSITION- 40 26 42.95213(N) 087 03 35.14671(W)   ADJUSTED
 LB2206* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 LB2206  ______________________________________________________________________
 LB2206  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB2206  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LB2206  HORZ ORDER      -  SECOND
 LB2206
 LB2206.The horizontal coordinates were established by classical geodetic methods
 LB2206.and adjusted by the National Geodetic Survey in May 1999.
 LB2206
 LB2206.The orthometric height was scaled from a topographic map.
 LB2206
 LB2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2206.GEOID18 height accuracy estimate available here.
 LB2206
 LB2206.Click photographs - Photos may exist for this station.
 LB2206
 LB2206.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2206
 LB2206. The following values were computed from the NAD 83(1997) position.
 LB2206
 LB2206;                    North         East     Units Scale Factor Converg.
 LB2206;SPC IN W     -   576,957.940   901,999.563   MT  0.99996672   +0 00 55.0
 LB2206;SPC IN W     - 1,892,902.84  2,959,310.23   sFT  0.99996672   +0 00 55.0
 LB2206;UTM  16      - 4,477,180.841   494,931.939   MT  0.99960032   -0 02 19.6
 LB2206
 LB2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2206!SPC IN W     -   0.99997280  x   0.99996672  =   0.99993953
 LB2206!UTM  16      -   0.99997280  x   0.99960032  =   0.99957314
 LB2206
 LB2206:                Primary Azimuth Mark                     Grid Az
 LB2206:SPC IN W     -  INDIAN AZ MK                             359 52 26.7
 LB2206:UTM  16      -  INDIAN AZ MK                             359 55 41.3
 LB2206
 LB2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9493177180(NAD 83)
 LB2206
 LB2206|---------------------------------------------------------------------|
 LB2206| PID    Reference Object                     Distance      Geod. Az  |
 LB2206|                                                           dddmmss.s |
 LB2206| CM3724 INDIAN RM 1                          29.251 METERS 04957     |
 LB2206| LB2203 TT 18 D                              18.449 METERS 35510     |
 LB2206| CM3723 INDIAN AZ MK                                       3595321.7 |
 LB2206|---------------------------------------------------------------------|
 LB2206
 LB2206                          SUPERSEDED SURVEY CONTROL
 LB2206
 LB2206  NAD 83(1986)-  40 26 42.95955(N)    087 03 35.15794(W) AD(       ) 2
 LB2206  NAD 27      -  40 26 42.83920(N)    087 03 35.10630(W) AD(       ) 2
 LB2206
 LB2206.Superseded values are not recommended for survey control.
 LB2206
 LB2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2206.See file dsdata.pdf to determine how the superseded data were derived.
 LB2206
 LB2206_MARKER: DS = TRIANGULATION STATION DISK
 LB2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2206_STAMPING: INDIAN 1948
 LB2206_MARK LOGO: CGS
 LB2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2206+STABILITY: SURFACE MOTION
 LB2206
 LB2206  HISTORY     - Date     Condition        Report By
 LB2206  HISTORY     - 1948     MONUMENTED       CGS
 LB2206
 LB2206                          STATION DESCRIPTION
 LB2206
 LB2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2206'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LA FAYETTE AND 2 MILES
 LB2206'SOUTHWEST OF MONTMORENCI ON PROPERTY OWNED BY MR. RAYMOND BENNETT.
 LB2206'IT IS 82 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY NO. 26 AND
 LB2206'GRAVEL ROAD NORTH, 62 FEET SOUTH OF A WHITE WITNESS POST, 59 FEET
 LB2206'SOUTH OF A 36 INCH OAK TREE AND 3 FEET EAST OF A FENCELINE.  THE
 LB2206'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED INDIAN 1948.
 LB2206'
 LB2206'REFERENCE MARK NO. 1 IS 95.97 FEET NORTHEAST OF THE STATION.  IT IS
 LB2206'20 FEET SOUTH OF THE CENTER OF HIGHWAY AND 8 FEET WEST OF A CONCRETE
 LB2206'FENCE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2206'INDIAN NO 1 1948.
 LB2206'
 LB2206'TT 18 D (USGS) BM WAS USED AS A REFERENCE MARK AND IS 60.53 FEET
 LB2206'NORTH OF THE STATION.  IT IS 23 FEET SOUTH OF THE INTERSECTION OF
 LB2206'STATE HIGHWAY NO. 26 AND GRAVEL ROAD NORTH, 4 FEET SOUTHWEST OF
 LB2206'A CONCRETE FENCE POST AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.
 LB2206'THE MARK IS A 6X6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 LB2206'WITH A STANDARD USGS BM BRONZE DISK STAMPED TT 18 D 1939.
 LB2206'
 LB2206'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 14 FEET WEST
 LB2206'OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST
 LB2206'AND 2 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 LB2206'THE DISK IS STAMPED INDIAN 1948.
 LB2206'
 LB2206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 26 AND
 LB2206'U. S. HIGHWAY NO. 52 IN WEST LA FAYETTE GO WEST OF STATE HIGHWAY NO.
 LB2206'26 FOR 8.5 MILES TO A T-ROAD NORTH AND STATION AS DESCRIBED, TURN
 LB2206'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 LB2206'ON THE LEFT.
 LB2206'
 LB2206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2620 ***********************************************************************
 LB2620  DESIGNATION -  INDIAN
 LB2620  PID         -  LB2620
 LB2620  STATE/COUNTY-  IN/WHITE
 LB2620  COUNTRY     -  US
 LB2620  USGS QUAD   -  BURNETTSVILLE (2019)
 LB2620
 LB2620                         *CURRENT SURVEY CONTROL
 LB2620  ______________________________________________________________________
 LB2620* NAD 83(1997) POSITION- 40 52 11.59325(N) 086 35 06.17786(W)   ADJUSTED
 LB2620* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 LB2620  ______________________________________________________________________
 LB2620  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 LB2620  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 LB2620  HORZ ORDER      -  SECOND
 LB2620
 LB2620.The horizontal coordinates were established by classical geodetic methods
 LB2620.and adjusted by the National Geodetic Survey in May 1999.
 LB2620
 LB2620.The orthometric height was scaled from a topographic map.
 LB2620
 LB2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2620.GEOID18 height accuracy estimate available here.
 LB2620
 LB2620.Click photographs - Photos may exist for this station.
 LB2620
 LB2620.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2620
 LB2620. The following values were computed from the NAD 83(1997) position.
 LB2620
 LB2620;                    North         East     Units Scale Factor Converg.
 LB2620;SPC IN W     -   624,228.803   942,004.221   MT  0.99998837   +0 19 33.8
 LB2620;SPC IN W     - 2,047,990.66  3,090,558.85   sFT  0.99998837   +0 19 33.8
 LB2620;UTM  16      - 4,524,396.302   534,966.562   MT  0.99961505   +0 16 17.5
 LB2620
 LB2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2620!SPC IN W     -   0.99997003  x   0.99998837  =   0.99995840
 LB2620!UTM  16      -   0.99997003  x   0.99961505  =   0.99958509
 LB2620
 LB2620:                Primary Azimuth Mark                     Grid Az
 LB2620:SPC IN W     -  INDIAN AZ MK                             247 57 48.5
 LB2620:UTM  16      -  INDIAN AZ MK                             248 01 04.8
 LB2620
 LB2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3496624396(NAD 83)
 LB2620
 LB2620|---------------------------------------------------------------------|
 LB2620| PID    Reference Object                     Distance      Geod. Az  |
 LB2620|                                                           dddmmss.s |
 LB2620| CF2908 INDIAN RM 1                          27.542 METERS 13644     |
 LB2620| CF2909 INDIAN RM 2                          32.477 METERS 22536     |
 LB2620| CF2907 INDIAN AZ MK                                       2481722.3 |
 LB2620|---------------------------------------------------------------------|
 LB2620
 LB2620                          SUPERSEDED SURVEY CONTROL
 LB2620
 LB2620  NAD 83(1986)-  40 52 11.59892(N)    086 35 06.18734(W) AD(       ) 2
 LB2620  NAD 27      -  40 52 11.44670(N)    086 35 06.16300(W) AD(       ) 2
 LB2620
 LB2620.Superseded values are not recommended for survey control.
 LB2620
 LB2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2620.See file dsdata.pdf to determine how the superseded data were derived.
 LB2620
 LB2620_MARKER: DS = TRIANGULATION STATION DISK
 LB2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2620_STAMPING: INDIAN 1947
 LB2620_MARK LOGO: CGS
 LB2620_PROJECTION: FLUSH
 LB2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2620+STABILITY: SURFACE MOTION
 LB2620
 LB2620  HISTORY     - Date     Condition        Report By
 LB2620  HISTORY     - 1947     MONUMENTED       CGS
 LB2620
 LB2620                          STATION DESCRIPTION
 LB2620
 LB2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2620'STATION IS ABOUT 5 MILES WEST OF ROYAL CENTER AND ABOUT 0.1 MILE
 LB2620'NORTH OF STATE HIGHWAY 16.  IT IS 35 FEET SOUTH OF A 14-INCH OAK
 LB2620'TREE, 25 FEET SOUTHEAST OF A 12-INCH OAK TREE, AND 4 FEET EAST OF
 LB2620'A WHITE WITNESS POST.  IT IS ON THE SUMMIT OF THE HIGHEST
 LB2620'SANDHILL IN THE VICINITY.  THE MARK IS FLUSH AND THE DISK IS
 LB2620'STAMPED INDIAN 1947.
 LB2620'
 LB2620'REFERENCE MARK NO. 1 IS 90.36 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2620'36 FEET SOUTH OF A 12-INCH OAK TREE, AND 30 FEET NORTHWEST OF A
 LB2620'24-INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2620'STAMPED INDIAN NO 1 1947.
 LB2620'
 LB2620'REFERENCE MARK NO. 2 IS 106.55 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2620'85 FEET NORTH OF AN EAST-WEST FENCE, AND 81 FEET EAST OF A
 LB2620'NORTH-SOUTH FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2620'INDIAN NO 2 1947.
 LB2620'
 LB2620'AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION.  IT IS 130 FEET
 LB2620'EAST OF THE CENTER OF A GRAVEL CROSSROAD, 40 FEET SOUTH OF THE
 LB2620'CENTER OF THE HIGHWAY, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, AND
 LB2620'2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 LB2620'INCHES AND THE DISK IS STAMPED INDIAN 1947.
 LB2620'
 LB2620'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2620'HIGHWAYS 16 AND 29 IN THE NORTH END OF ROYAL CENTER GO WEST ON STATE
 LB2620'HIGHWAY 16 FOR 4.3 MILES TO A DRIVEWAY RIGHT*, TURN RIGHT AND GO
 LB2620'0.1 MILE IN A NORTHWESTERLY DIRECTION TO THE STATION AS DESCRIBED.
 LB2620'
 LB2620'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON THE
 LB2620'HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2620'
 LB2620'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1933 ***********************************************************************
 JA1933  DESIGNATION -  INDIAN
 JA1933  PID         -  JA1933
 JA1933  STATE/COUNTY-  IN/MARTIN
 JA1933  COUNTRY     -  US
 JA1933  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1933
 JA1933                         *CURRENT SURVEY CONTROL
 JA1933  ______________________________________________________________________
 JA1933* NAD 83(1997) POSITION- 38 52 27.53636(N) 086 48 46.58235(W)   ADJUSTED
 JA1933* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 JA1933  ______________________________________________________________________
 JA1933  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 JA1933  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 JA1933  HORZ ORDER      -  THIRD
 JA1933
 JA1933.The horizontal coordinates were established by classical geodetic methods
 JA1933.and adjusted by the National Geodetic Survey in May 1999.
 JA1933
 JA1933.The orthometric height was scaled from a topographic map.
 JA1933
 JA1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1933.GEOID18 height accuracy estimate available here.
 JA1933
 JA1933.Click photographs - Photos may exist for this station.
 JA1933
 JA1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1933
 JA1933. The following values were computed from the NAD 83(1997) position.
 JA1933
 JA1933;                    North         East     Units Scale Factor Converg.
 JA1933;SPC IN W     -   402,578.749   923,463.861   MT  0.99997344   +0 10 10.9
 JA1933;SPC IN W     - 1,320,793.78  3,029,731.02   sFT  0.99997344   +0 10 10.9
 JA1933;UTM  16      - 4,302,846.031   516,226.517   MT  0.99960324   +0 07 02.6
 JA1933
 JA1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1933!SPC IN W     -   0.99996470  x   0.99997344  =   0.99993814
 JA1933!UTM  16      -   0.99996470  x   0.99960324  =   0.99956795
 JA1933
 JA1933:                Primary Azimuth Mark                     Grid Az
 JA1933:SPC IN W     -  INDIAN AZ MK                             200 30 39.4
 JA1933:UTM  16      -  INDIAN AZ MK                             200 33 47.7
 JA1933
 JA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1622602846(NAD 83)
 JA1933
 JA1933|---------------------------------------------------------------------|
 JA1933| PID    Reference Object                     Distance      Geod. Az  |
 JA1933|                                                           dddmmss.s |
 JA1933| CG8182 INDIAN RM 1                          79.080 METERS 06104     |
 JA1933| CG8183 INDIAN RM 2                          54.666 METERS 14422     |
 JA1933| CG8181 INDIAN AZ MK                                       2004050.3 |
 JA1933| JA1934 CRANE NAVAL DEPOT WATER TANK 3      APPROX. 2.5 KM 2131525.0 |
 JA1933| JA1930 CRANE NAVAL DEPOT WATER TANK 4      APPROX. 4.8 KM 2342925.7 |
 JA1933| JA1935 CRANE NAVAL DEPOT WATER TANK 2      192.018 METERS 26623     |
 JA1933| JA1936 CRANE NAVAL DEPOT LOT 1              24.839 METERS 27119     |
 JA1933| JA1929 CRANE NAVAL DEPOT WATER TANK 5      APPROX. 4.7 KM 3135948.2 |
 JA1933|---------------------------------------------------------------------|
 JA1933
 JA1933                          SUPERSEDED SURVEY CONTROL
 JA1933
 JA1933  NAD 83(1986)-  38 52 27.54220(N)    086 48 46.58269(W) AD(       ) 3
 JA1933  NAD 27      -  38 52 27.36500(N)    086 48 46.57400(W) AD(       ) 3
 JA1933
 JA1933.Superseded values are not recommended for survey control.
 JA1933
 JA1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1933.See file dsdata.pdf to determine how the superseded data were derived.
 JA1933
 JA1933_MARKER: DS = TRIANGULATION STATION DISK
 JA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1933_STAMPING: INDIAN 1946
 JA1933_MARK LOGO: CGS
 JA1933_PROJECTION: FLUSH
 JA1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1933+STABILITY: SURFACE MOTION
 JA1933
 JA1933  HISTORY     - Date     Condition        Report By
 JA1933  HISTORY     - 1946     MONUMENTED       CGS
 JA1933
 JA1933                          STATION DESCRIPTION
 JA1933
 JA1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1933'THIS STATION IS ON LAND OF THE CRANE NAVAL DEPOT, ABOUT 150 FEET EAST
 JA1933'OF BUILDING NO 64,
 JA1933'81.48 FEET EAST OF THE LOOKOUT TOWER AND 83 FEET
 JA1933'NORTH OF A LARGE POWER POLE.  THE
 JA1933'MARK IS FLUSH WITH THE GROUND AND
 JA1933'THE DISK IS STAMPED INDIAN 1946.
 JA1933'
 JA1933'REFERENCE MARK NO 1 IS 259.45 FEET NORTHEAST OF THE STATION AND 10
 JA1933'FEET WEST OF A FENCE, IN
 JA1933'THE NORTHEAST CORNER OF A LARGE BARE FIELD.  THE MARK
 JA1933'PROJECTS 8 INCHES AND THE DISK IS
 JA1933'STAMPED INDIAN NO 1 1946.
 JA1933'
 JA1933'REFERENCE MARK NO 2 IS 179.35 FEET SOUTHEAST OF THE STATION AND 47
 JA1933'FEET NORTH OF A LINE OF
 JA1933'TELEPHONE POLES.  THE MARK PROJECTS 8 INCHES AND THE
 JA1933'DISK IS STAMPED INDIAN NO 2 1946.
 JA1933'
 JA1933'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 50 FEET SOUTH OF THE
 JA1933'PAVED ROAD N A D 45, 30
 JA1933'FEET NORTHEAST OF A RAILROAD AND 3 FEET NORTH OF A WHITE
 JA1933'WITNESS POST.  THE MARK
 JA1933'PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1933'INDIAN 1946.
 JA1933'
 JA1933'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1932 ***********************************************************************
 JA1932  DESIGNATION -  INDIAN SPRINGS LOOKOUT TOWER
 JA1932  PID         -  JA1932
 JA1932  STATE/COUNTY-  IN/MARTIN
 JA1932  COUNTRY     -  US
 JA1932  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1932
 JA1932                         *CURRENT SURVEY CONTROL
 JA1932  ______________________________________________________________________
 JA1932* NAD 83(1997) POSITION- 38 47 20.30846(N) 086 47 28.23440(W)   ADJUSTED
 JA1932  ______________________________________________________________________
 JA1932  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 JA1932  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JA1932  HORZ ORDER      -  THIRD
 JA1932
 JA1932.The horizontal coordinates were established by classical geodetic methods
 JA1932.and adjusted by the National Geodetic Survey in May 1999.
 JA1932
 JA1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1932.GEOID18 height accuracy estimate available here.
 JA1932
 JA1932.Click photographs - Photos may exist for this station.
 JA1932
 JA1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1932
 JA1932. The following values were computed from the NAD 83(1997) position.
 JA1932
 JA1932;                    North         East     Units Scale Factor Converg.
 JA1932;SPC IN W     -   393,110.949   925,382.702   MT  0.99997460   +0 10 58.9
 JA1932;SPC IN W     - 1,289,731.51  3,036,026.41   sFT  0.99997460   +0 10 58.9
 JA1932;UTM  16      - 4,293,379.993   518,136.015   MT  0.99960405   +0 07 50.9
 JA1932
 JA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1813693379(NAD 83)
 JA1932
 JA1932                          SUPERSEDED SURVEY CONTROL
 JA1932
 JA1932  NAD 83(1986)-  38 47 20.31495(N)    086 47 28.23548(W) AD(       ) 3
 JA1932  NAD 27      -  38 47 20.13800(N)    086 47 28.23300(W) AD(       ) 3
 JA1932
 JA1932.Superseded values are not recommended for survey control.
 JA1932
 JA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1932.See file dsdata.pdf to determine how the superseded data were derived.
 JA1932
 JA1932_MARKER: 57 = LOOKOUT TOWER
 JA1932
 JA1932  HISTORY     - Date     Condition        Report By
 JA1932  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1932
 JA1932                          STATION DESCRIPTION
 JA1932
 JA1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1932'THE STATION IS THE CENTER OF THE LOOKOUT TOWER ON THE APPARENTLY
 JA1932'HIGHEST POINT IN THE
 JA1932'VICINITY ABOUT 6 MILE EAST-SOUTHEAST OF BURNS CITY AND
 JA1932'ABOUT 2 MILES WEST-SOUTHWEST OF
 JA1932'INDIAN SPRINGS AND INSIDE THE
 JA1932'GOVERNMENT RESERVATION OF THE CRANE NAVAL DEPOT.
 JA1932'
 JA1932'IN THE TRAVERSE CONNECTION TO TRIANGULATION STATION SPRINGS, DISTANCE
 JA1932'OF 19.354 METERS OR 63.50
 JA1932'FEET WAS MEASURED TO THE INTERSECTION OF THE LINES
 JA1932'JOINING THE CENTERS OF THE BASES
 JA1932'OF DIAGONALLY OPPOSITE LEGS OF THE
 JA1932'STEEL TOWER.  THE DIRECTION WAS MEASURED TO THE
 JA1932'APEX OF THE ROOF OF
 JA1932'THE CAB ON TOP OF THE TOWER.  BOTH OF THESE POINTS ARE THE CENTER
 JA1932'OF THE TOWER
 JA1932'APPARENTLY ALTHOUGH THIS WAS NOT ACTUALLY PROVEN BY
 JA1932'MEASUREMENT.  THE LOOKOUT
 JA1932'TOWER IS ABOUT NORTHEAST OF THE
 JA1932'TRIANGULATION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2247 ***********************************************************************
 ME2247  DESIGNATION -  INDIANA
 ME2247  PID         -  ME2247
 ME2247  STATE/COUNTY-  IN/ST JOSEPH
 ME2247  COUNTRY     -  US
 ME2247  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2247
 ME2247                         *CURRENT SURVEY CONTROL
 ME2247  ______________________________________________________________________
 ME2247* NAD 83(1997) POSITION- 41 39 28.30454(N) 086 15 08.64126(W)   ADJUSTED
 ME2247* NAVD 88 ORTHO HEIGHT -   225.21  (+/-2cm)      738.9   (feet) VERTCON3
 ME2247  ______________________________________________________________________
 ME2247  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME2247  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 ME2247  HORZ ORDER      -  SECOND
 ME2247  VERT ORDER      -  THIRD ? (See Below)
 ME2247
 ME2247.The horizontal coordinates were established by classical geodetic methods
 ME2247.and adjusted by the National Geodetic Survey in May 1999.
 ME2247
 ME2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2247
 ME2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2247.GEOID18 height accuracy estimate available here.
 ME2247
 ME2247.The vertical order pertains to the NGVD 29 superseded value.
 ME2247
 ME2247.Click photographs - Photos may exist for this station.
 ME2247
 ME2247.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2247
 ME2247. The following values were computed from the NAD 83(1997) position.
 ME2247
 ME2247;                    North         East     Units Scale Factor Converg.
 ME2247;SPC IN E     -   711,783.890    51,213.960   MT  0.99999594   -0 23 21.6
 ME2247;SPC IN E     - 2,335,244.31    168,024.47   sFT  0.99999594   -0 23 21.6
 ME2247;UTM  16      - 4,612,060.140   562,245.183   MT  0.99964768   +0 29 49.0
 ME2247
 ME2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2247!SPC IN E     -   0.99996998  x   0.99999594  =   0.99996592
 ME2247!UTM  16      -   0.99996998  x   0.99964768  =   0.99961767
 ME2247
 ME2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6224512060(NAD 83)
 ME2247
 ME2247|---------------------------------------------------------------------|
 ME2247| PID    Reference Object                     Distance      Geod. Az  |
 ME2247|                                                           dddmmss.s |
 ME2247| CM2877 INDIANA RM                           20.285 METERS 10235     |
 ME2247|---------------------------------------------------------------------|
 ME2247
 ME2247                          SUPERSEDED SURVEY CONTROL
 ME2247
 ME2247  NAD 83(1994)-  41 39 28.31122(N)    086 15 08.63993(W) AD(       ) 2
 ME2247  NAD 83(1986)-  41 39 28.31103(N)    086 15 08.64220(W) AD(       ) 2
 ME2247  NAD 27      -  41 39 28.12810(N)    086 15 08.61830(W) AD(       ) 2
 ME2247  USSD        -  41 39 28.18800(N)    086 15 08.47600(W) AD(       ) 3
 ME2247  NGVD 29             225.33   (m)          739.3    (f) LEVELING    3  
 ME2247
 ME2247.Superseded values are not recommended for survey control.
 ME2247
 ME2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2247.See file dsdata.pdf to determine how the superseded data were derived.
 ME2247
 ME2247_MARKER: DS = TRIANGULATION STATION DISK
 ME2247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2247_SP_SET: STREET
 ME2247_STAMPING: INDIANA 1920
 ME2247_MARK LOGO: CGS
 ME2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2247
 ME2247  HISTORY     - Date     Condition        Report By
 ME2247  HISTORY     - 1920     MONUMENTED       CGS
 ME2247  HISTORY     - 1957     MARK NOT FOUND   CGS
 ME2247
 ME2247                          STATION DESCRIPTION
 ME2247
 ME2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2247'SEVEN BLOCKS S OF THE VANDALIA DEPOT AT SOUTH BEND, ON THE E SIDE OF
 ME2247'THE TRACK, IN CENTER
 ME2247'OF INDIANA AVENUE, 75 YARDS W OF MAIN STREET, 10 YARDS
 ME2247'S OF S END OF INTERNATIONAL LUMBER
 ME2247'CO., 75 YARDS SE OF SOUTH BEND
 ME2247'FOUNDRY CO., 1.61 METERS (5.28 FEET) E OF E AND
 ME2247'NEAREST RAIL.  THE
 ME2247'STATION IS MARKED BY A BRONZE TABLET SET IN CENTER OF CONCRETE
 ME2247'STREET.  THE
 ME2247'REFERENCE MARK IS A BRONZE TABLET SET IN THE CONCRETE
 ME2247'CURBING OF STREET, 20.285
 ME2247'METERS (66.55 FEET) FROM THE STATION S 77 DEG 25 MIN E.
 ME2247
 ME2247                          STATION RECOVERY (1957)
 ME2247
 ME2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 ME2247'REPAVING OF THE STREET WAS BEING COMPLETED BY REITH-RILEY
 ME2247'CONSTRUCTION AND
 ME2247'THEIR ENGINEER STATED THAT HE HAS REMOVED THE REFERENCE MARK
 ME2247'TABLET AND FAILED TO FIND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2133 ***********************************************************************
 HZ2133  DESIGNATION -  INDIANA ORD WKS 6012 SANI TANK
 HZ2133  PID         -  HZ2133
 HZ2133  STATE/COUNTY-  IN/CLARK
 HZ2133  COUNTRY     -  US
 HZ2133  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2133
 HZ2133                         *CURRENT SURVEY CONTROL
 HZ2133  ______________________________________________________________________
 HZ2133* NAD 83(1997) POSITION- 38 22 06.39654(N) 085 41 32.25707(W)   ADJUSTED
 HZ2133  ______________________________________________________________________
 HZ2133  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 HZ2133  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 HZ2133  HORZ ORDER      -  THIRD
 HZ2133
 HZ2133.The horizontal coordinates were established by classical geodetic methods
 HZ2133.and adjusted by the National Geodetic Survey in May 1999.
 HZ2133
 HZ2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2133.GEOID18 height accuracy estimate available here.
 HZ2133
 HZ2133.Click photographs - Photos may exist for this station.
 HZ2133
 HZ2133.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2133
 HZ2133. The following values were computed from the NAD 83(1997) position.
 HZ2133
 HZ2133;                    North         East     Units Scale Factor Converg.
 HZ2133;SPC IN E     -   346,390.189    97,760.503   MT  0.99996673   -0 00 57.3
 HZ2133;SPC IN E     - 1,136,448.48    320,735.92   sFT  0.99996673   -0 00 57.3
 HZ2133;SPC KY1Z     - 1,225,866.465 1,505,042.735   MT  0.99994174   +0 02 07.5
 HZ2133;SPC KY1Z     - 4,021,863.56  4,937,794.37   sFT  0.99994174   +0 02 07.5
 HZ2133;SPC KY N     -    97,381.305   373,965.970   MT  0.99996356   -0 53 49.9
 HZ2133;SPC KY N     -   319,491.83  1,226,920.02   sFT  0.99996356   -0 53 49.9
 HZ2133;UTM  16      - 4,247,505.169   614,238.619   MT  0.99976072   +0 48 42.5
 HZ2133
 HZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1423847505(NAD 83)
 HZ2133
 HZ2133                          SUPERSEDED SURVEY CONTROL
 HZ2133
 HZ2133  NAD 83(1993)-  38 22 06.39684(N)    085 41 32.25718(W) AD(       ) 3
 HZ2133  NAD 83(1986)-  38 22 06.40002(N)    085 41 32.26359(W) AD(       ) 3
 HZ2133  NAD 27      -  38 22 06.16300(N)    085 41 32.39900(W) AD(       ) 3
 HZ2133
 HZ2133.Superseded values are not recommended for survey control.
 HZ2133
 HZ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2133.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2133
 HZ2133_MARKER: 53 = ELEVATED TANK
 HZ2133
 HZ2133  HISTORY     - Date     Condition        Report By
 HZ2133  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2133
 HZ2133                          STATION DESCRIPTION
 HZ2133
 HZ2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2133'THIS IS AN INTERSECTION STATION.
 HZ2133'
 HZ2133'THE STATION IS LOCATED ON GROUNDS OF THE INDIANA ORDNANCE PLANT NO.
 HZ2133'1, WHICH IS ABOUT 8 MILES SOUTH-SOUTHWEST OF CHARLESTOWN AND
 HZ2133'0.2 MILE EAST OF STATE HIGHWAY 62. IT IS A 6-LEGGED STEEL STRUCTURE,
 HZ2133'150 FEET HIGH, PAINTED GRAY, AND HAS A CAPACITY OF 100,000
 HZ2133'GALLONS.
 HZ2133'
 HZ2133'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2134 ***********************************************************************
 HZ2134  DESIGNATION -  INDIANA ORD WKS 6013 SANI TANK
 HZ2134  PID         -  HZ2134
 HZ2134  STATE/COUNTY-  IN/CLARK
 HZ2134  COUNTRY     -  US
 HZ2134  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2134
 HZ2134                         *CURRENT SURVEY CONTROL
 HZ2134  ______________________________________________________________________
 HZ2134* NAD 83(1997) POSITION- 38 21 42.13494(N) 085 41 07.82180(W)   ADJUSTED
 HZ2134  ______________________________________________________________________
 HZ2134  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 HZ2134  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 HZ2134  HORZ ORDER      -  THIRD
 HZ2134
 HZ2134.The horizontal coordinates were established by classical geodetic methods
 HZ2134.and adjusted by the National Geodetic Survey in May 1999.
 HZ2134
 HZ2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2134.GEOID18 height accuracy estimate available here.
 HZ2134
 HZ2134.Click photographs - Photos may exist for this station.
 HZ2134
 HZ2134.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2134
 HZ2134. The following values were computed from the NAD 83(1997) position.
 HZ2134
 HZ2134;                    North         East     Units Scale Factor Converg.
 HZ2134;SPC IN E     -   345,641.982    98,353.505   MT  0.99996670   -0 00 42.1
 HZ2134;SPC IN E     - 1,133,993.74    322,681.46   sFT  0.99996670   -0 00 42.1
 HZ2134;SPC KY1Z     - 1,225,118.809 1,505,636.391   MT  0.99994074   +0 02 22.5
 HZ2134;SPC KY1Z     - 4,019,410.63  4,939,742.06   sFT  0.99994074   +0 02 22.5
 HZ2134;SPC KY N     -    96,624.068   374,547.392   MT  0.99996377   -0 53 34.7
 HZ2134;SPC KY N     -   317,007.46  1,228,827.57   sFT  0.99996377   -0 53 34.7
 HZ2134;UTM  16      - 4,246,765.757   614,842.242   MT  0.99976242   +0 48 57.2
 HZ2134
 HZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1484246765(NAD 83)
 HZ2134
 HZ2134                          SUPERSEDED SURVEY CONTROL
 HZ2134
 HZ2134  NAD 83(1993)-  38 21 42.13524(N)    085 41 07.82192(W) AD(       ) 3
 HZ2134  NAD 83(1986)-  38 21 42.13839(N)    085 41 07.82833(W) AD(       ) 3
 HZ2134  NAD 27      -  38 21 41.90100(N)    085 41 07.96400(W) AD(       ) 3
 HZ2134
 HZ2134.Superseded values are not recommended for survey control.
 HZ2134
 HZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2134.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2134
 HZ2134_MARKER: 53 = ELEVATED TANK
 HZ2134
 HZ2134  HISTORY     - Date     Condition        Report By
 HZ2134  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2134
 HZ2134                          STATION DESCRIPTION
 HZ2134
 HZ2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2134'THIS IS AN INTERSECTION STATION.
 HZ2134'
 HZ2134'THE STATION IS LOCATED ON GROUNDS OF THE INDIANA ORDNANCE PLANT NO.
 HZ2134'1, WHICH IS ABOUT 8 MILES SOUTH-SOUTHWEST OF CHARLESTOWN. IT
 HZ2134'IS A SIX LEGGED STEEL STRUCTURE, 150 FEET HIGH, PAINTED GRAY, AND HAS
 HZ2134'A CAPACITY OF 100,000 GALLONS.
 HZ2134'
 HZ2134'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2161 ***********************************************************************
 HZ2161  DESIGNATION -  INDIANA ORD WKS E CONCRETE STK
 HZ2161  PID         -  HZ2161
 HZ2161  STATE/COUNTY-  IN/CLARK
 HZ2161  COUNTRY     -  US
 HZ2161  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2161
 HZ2161                         *CURRENT SURVEY CONTROL
 HZ2161  ______________________________________________________________________
 HZ2161* NAD 83(1997) POSITION- 38 25 51.71310(N) 085 39 31.59227(W)   ADJUSTED
 HZ2161  ______________________________________________________________________
 HZ2161  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 HZ2161  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 HZ2161  HORZ ORDER      -  THIRD
 HZ2161
 HZ2161.The horizontal coordinates were established by classical geodetic methods
 HZ2161.and adjusted by the National Geodetic Survey in May 1999.
 HZ2161
 HZ2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2161.GEOID18 height accuracy estimate available here.
 HZ2161
 HZ2161.Click photographs - Photos may exist for this station.
 HZ2161
 HZ2161.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2161
 HZ2161. The following values were computed from the NAD 83(1997) position.
 HZ2161
 HZ2161;                    North         East     Units Scale Factor Converg.
 HZ2161;SPC IN E     -   353,337.190   100,688.990   MT  0.99996667   +0 00 17.7
 HZ2161;SPC IN E     - 1,159,240.43    330,343.79   sFT  0.99996667   +0 00 17.7
 HZ2161;SPC KY1Z     - 1,232,815.943 1,507,964.951   MT  0.99995171   +0 03 21.6
 HZ2161;SPC KY1Z     - 4,044,663.64  4,947,381.68   sFT  0.99995171   +0 03 21.6
 HZ2161;SPC KY N     -   104,282.416   377,000.947   MT  0.99996228   -0 52 34.9
 HZ2161;SPC KY N     -   342,133.23  1,236,877.27   sFT  0.99996228   -0 52 34.9
 HZ2161;UTM  16      - 4,254,492.366   617,065.804   MT  0.99976877   +0 50 01.5
 HZ2161
 HZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1706554492(NAD 83)
 HZ2161
 HZ2161                          SUPERSEDED SURVEY CONTROL
 HZ2161
 HZ2161  NAD 83(1993)-  38 25 51.71344(N)    085 39 31.59218(W) AD(       ) 3
 HZ2161  NAD 83(1986)-  38 25 51.71645(N)    085 39 31.59871(W) AD(       ) 3
 HZ2161  NAD 27      -  38 25 51.48000(N)    085 39 31.74000(W) AD(       ) 3
 HZ2161
 HZ2161.Superseded values are not recommended for survey control.
 HZ2161
 HZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2161.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2161
 HZ2161_MARKER: 63 = STACK
 HZ2161
 HZ2161  HISTORY     - Date     Condition        Report By
 HZ2161  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2161  HISTORY     - 1963     GOOD             AEROS
 HZ2161
 HZ2161                          STATION DESCRIPTION
 HZ2161
 HZ2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2161'THIS IS AN INTERSECTION STATION.
 HZ2161'
 HZ2161'THE STACK IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF CHARLESTOWN,
 HZ2161'0.05 MILE EAST OF STATE HIGHWAY 62, AND IS THE EAST STACK IN A
 HZ2161'GROUP OF FIVE LOCATED ON THE GROUNDS OF THE INDIANA ORDNANCE WORKS OF
 HZ2161'PLANT 1. IT IS A 175-FOOT, CONCRETE, POWER HOUSE STACK.
 HZ2161'
 HZ2161'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 HZ2161
 HZ2161                          STATION RECOVERY (1963)
 HZ2161
 HZ2161'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2161'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2159 ***********************************************************************
 HZ2159  DESIGNATION -  INDIANA ORD WKS P H 1 E STK
 HZ2159  PID         -  HZ2159
 HZ2159  STATE/COUNTY-  IN/CLARK
 HZ2159  COUNTRY     -  US
 HZ2159  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2159
 HZ2159                         *CURRENT SURVEY CONTROL
 HZ2159  ______________________________________________________________________
 HZ2159* NAD 83(1997) POSITION- 38 25 24.81077(N) 085 40 06.65902(W)   ADJUSTED
 HZ2159  ______________________________________________________________________
 HZ2159  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 HZ2159  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 HZ2159  HORZ ORDER      -  THIRD
 HZ2159
 HZ2159.The horizontal coordinates were established by classical geodetic methods
 HZ2159.and adjusted by the National Geodetic Survey in May 1999.
 HZ2159
 HZ2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2159.GEOID18 height accuracy estimate available here.
 HZ2159
 HZ2159.Click photographs - Photos may exist for this station.
 HZ2159
 HZ2159.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2159
 HZ2159. The following values were computed from the NAD 83(1997) position.
 HZ2159
 HZ2159;                    North         East     Units Scale Factor Converg.
 HZ2159;SPC IN E     -   352,507.667    99,838.478   MT  0.99996667   -0 00 04.1
 HZ2159;SPC IN E     - 1,156,518.90    327,553.41   sFT  0.99996667   -0 00 04.1
 HZ2159;SPC KY1Z     - 1,231,985.674 1,507,115.193   MT  0.99995046   +0 03 00.1
 HZ2159;SPC KY1Z     - 4,041,939.67  4,944,593.76   sFT  0.99995046   +0 03 00.1
 HZ2159;SPC KY N     -   103,466.076   376,137.781   MT  0.99996237   -0 52 56.7
 HZ2159;SPC KY N     -   339,454.95  1,234,045.37   sFT  0.99996237   -0 52 56.7
 HZ2159;UTM  16      - 4,253,650.795   616,227.547   MT  0.99976636   +0 49 39.3
 HZ2159
 HZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1622753650(NAD 83)
 HZ2159
 HZ2159                          SUPERSEDED SURVEY CONTROL
 HZ2159
 HZ2159  NAD 83(1993)-  38 25 24.81113(N)    085 40 06.65913(W) AD(       ) 3
 HZ2159  NAD 83(1986)-  38 25 24.81415(N)    085 40 06.66543(W) AD(       ) 3
 HZ2159  NAD 27      -  38 25 24.58154(N)    085 40 06.80272(W) AD(       ) 3
 HZ2159
 HZ2159.Superseded values are not recommended for survey control.
 HZ2159
 HZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2159.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2159
 HZ2159_MARKER: 63 = STACK
 HZ2159
 HZ2159  HISTORY     - Date     Condition        Report By
 HZ2159  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2159
 HZ2159                          STATION DESCRIPTION
 HZ2159
 HZ2159'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2163 ***********************************************************************
 HZ2163  DESIGNATION -  INDIANA ORD WKS P H 1 W STK
 HZ2163  PID         -  HZ2163
 HZ2163  STATE/COUNTY-  IN/CLARK
 HZ2163  COUNTRY     -  US
 HZ2163  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2163
 HZ2163                         *CURRENT SURVEY CONTROL
 HZ2163  ______________________________________________________________________
 HZ2163* NAD 83(1997) POSITION- 38 25 26.73958(N) 085 40 07.16599(W)   ADJUSTED
 HZ2163  ______________________________________________________________________
 HZ2163  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 HZ2163  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 HZ2163  HORZ ORDER      -  THIRD
 HZ2163
 HZ2163.The horizontal coordinates were established by classical geodetic methods
 HZ2163.and adjusted by the National Geodetic Survey in May 1999.
 HZ2163
 HZ2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2163.GEOID18 height accuracy estimate available here.
 HZ2163
 HZ2163.Click photographs - Photos may exist for this station.
 HZ2163
 HZ2163.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2163
 HZ2163. The following values were computed from the NAD 83(1997) position.
 HZ2163
 HZ2163;                    North         East     Units Scale Factor Converg.
 HZ2163;SPC IN E     -   352,567.139    99,826.182   MT  0.99996667   -0 00 04.5
 HZ2163;SPC IN E     - 1,156,714.02    327,513.07   sFT  0.99996667   -0 00 04.5
 HZ2163;SPC KY1Z     - 1,232,045.134 1,507,102.844   MT  0.99995054   +0 02 59.8
 HZ2163;SPC KY1Z     - 4,042,134.74  4,944,553.25   sFT  0.99995054   +0 02 59.8
 HZ2163;SPC KY N     -   103,525.730   376,126.401   MT  0.99996236   -0 52 57.0
 HZ2163;SPC KY N     -   339,650.67  1,234,008.03   sFT  0.99996236   -0 52 57.0
 HZ2163;UTM  16      - 4,253,710.072   616,214.395   MT  0.99976632   +0 49 39.0
 HZ2163
 HZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1621453710(NAD 83)
 HZ2163
 HZ2163                          SUPERSEDED SURVEY CONTROL
 HZ2163
 HZ2163  NAD 83(1993)-  38 25 26.73993(N)    085 40 07.16611(W) AD(       ) 3
 HZ2163  NAD 83(1986)-  38 25 26.74293(N)    085 40 07.17242(W) AD(       ) 3
 HZ2163  NAD 27      -  38 25 26.51057(N)    085 40 07.30943(W) AD(       ) 3
 HZ2163
 HZ2163.Superseded values are not recommended for survey control.
 HZ2163
 HZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2163.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2163
 HZ2163_MARKER: 63 = STACK
 HZ2163
 HZ2163  HISTORY     - Date     Condition        Report By
 HZ2163  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2163
 HZ2163                          STATION DESCRIPTION
 HZ2163
 HZ2163'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2156 ***********************************************************************
 HZ2156  DESIGNATION -  INDIANA ORD WKS S CONCRETE STK
 HZ2156  PID         -  HZ2156
 HZ2156  STATE/COUNTY-  IN/CLARK
 HZ2156  COUNTRY     -  US
 HZ2156  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2156
 HZ2156                         *CURRENT SURVEY CONTROL
 HZ2156  ______________________________________________________________________
 HZ2156* NAD 83(1997) POSITION- 38 25 20.43411(N) 085 39 50.14591(W)   ADJUSTED
 HZ2156  ______________________________________________________________________
 HZ2156  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 HZ2156  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 HZ2156  HORZ ORDER      -  THIRD
 HZ2156
 HZ2156.The horizontal coordinates were established by classical geodetic methods
 HZ2156.and adjusted by the National Geodetic Survey in May 1999.
 HZ2156
 HZ2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2156.GEOID18 height accuracy estimate available here.
 HZ2156
 HZ2156.Click photographs - Photos may exist for this station.
 HZ2156
 HZ2156.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2156
 HZ2156. The following values were computed from the NAD 83(1997) position.
 HZ2156
 HZ2156;                    North         East     Units Scale Factor Converg.
 HZ2156;SPC IN E     -   352,372.721   100,239.026   MT  0.99996667   +0 00 06.1
 HZ2156;SPC IN E     - 1,156,076.17    328,867.54   sFT  0.99996667   +0 00 06.1
 HZ2156;SPC KY1Z     - 1,231,851.088 1,507,515.854   MT  0.99995025   +0 03 10.2
 HZ2156;SPC KY1Z     - 4,041,498.11  4,945,908.26   sFT  0.99995025   +0 03 10.2
 HZ2156;SPC KY N     -   103,324.986   376,536.204   MT  0.99996239   -0 52 46.4
 HZ2156;SPC KY N     -   338,992.06  1,235,352.53   sFT  0.99996239   -0 52 46.4
 HZ2156;UTM  16      - 4,253,521.682   616,629.924   MT  0.99976752   +0 49 49.4
 HZ2156
 HZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1662953521(NAD 83)
 HZ2156
 HZ2156                          SUPERSEDED SURVEY CONTROL
 HZ2156
 HZ2156  NAD 83(1993)-  38 25 20.43444(N)    085 39 50.14584(W) AD(       ) 3
 HZ2156  NAD 83(1986)-  38 25 20.43749(N)    085 39 50.15235(W) AD(       ) 3
 HZ2156  NAD 27      -  38 25 20.20000(N)    085 39 50.29000(W) AD(       ) 3
 HZ2156
 HZ2156.Superseded values are not recommended for survey control.
 HZ2156
 HZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2156.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2156
 HZ2156_MARKER: 63 = STACK
 HZ2156
 HZ2156  HISTORY     - Date     Condition        Report By
 HZ2156  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2156
 HZ2156                          STATION DESCRIPTION
 HZ2156
 HZ2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2156'THIS IS AN INTERSECTION STATION.
 HZ2156'
 HZ2156'THE STACK IS LOCATED ABOUT 1.6 MILES SOUTH OF CHARLESTOWN, 100 YARDS
 HZ2156'EAST OF STATE HIGHWAY 62, AND IS THE SOUTH STACK IN A GROUP
 HZ2156'OF SIX LOCATED ON THE GROUNDS OF THE INDIANA ORDNANCE WORKS OF PLANT
 HZ2156'2. IT IS A 175-FOOT, CONCRETE, POWER HOUSE STACK.
 HZ2156'
 HZ2156'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2157 ***********************************************************************
 HZ2157  DESIGNATION -  INDIANA ORD WKS SOFT WATER TK
 HZ2157  PID         -  HZ2157
 HZ2157  STATE/COUNTY-  IN/CLARK
 HZ2157  COUNTRY     -  US
 HZ2157  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2157
 HZ2157                         *CURRENT SURVEY CONTROL
 HZ2157  ______________________________________________________________________
 HZ2157* NAD 83(1997) POSITION- 38 25 20.19973(N) 085 39 51.38132(W)   ADJUSTED
 HZ2157  ______________________________________________________________________
 HZ2157  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 HZ2157  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 HZ2157  HORZ ORDER      -  THIRD
 HZ2157
 HZ2157.The horizontal coordinates were established by classical geodetic methods
 HZ2157.and adjusted by the National Geodetic Survey in May 1999.
 HZ2157
 HZ2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2157.GEOID18 height accuracy estimate available here.
 HZ2157
 HZ2157.Click photographs - Photos may exist for this station.
 HZ2157
 HZ2157.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2157
 HZ2157. The following values were computed from the NAD 83(1997) position.
 HZ2157
 HZ2157;                    North         East     Units Scale Factor Converg.
 HZ2157;SPC IN E     -   352,365.493   100,209.059   MT  0.99996667   +0 00 05.4
 HZ2157;SPC IN E     - 1,156,052.45    328,769.22   sFT  0.99996667   +0 00 05.4
 HZ2157;SPC KY1Z     - 1,231,843.833 1,507,485.895   MT  0.99995024   +0 03 09.5
 HZ2157;SPC KY1Z     - 4,041,474.31  4,945,809.97   sFT  0.99995024   +0 03 09.5
 HZ2157;SPC KY N     -   103,318.220   376,506.130   MT  0.99996239   -0 52 47.2
 HZ2157;SPC KY N     -   338,969.86  1,235,253.86   sFT  0.99996239   -0 52 47.2
 HZ2157;UTM  16      - 4,253,514.024   616,600.071   MT  0.99976743   +0 49 48.7
 HZ2157
 HZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1660053514(NAD 83)
 HZ2157
 HZ2157                          SUPERSEDED SURVEY CONTROL
 HZ2157
 HZ2157  NAD 83(1993)-  38 25 20.20006(N)    085 39 51.38125(W) AD(       ) 3
 HZ2157  NAD 83(1986)-  38 25 20.20310(N)    085 39 51.38777(W) AD(       ) 3
 HZ2157  NAD 27      -  38 25 19.97000(N)    085 39 51.52000(W) AD(       ) 3
 HZ2157
 HZ2157.Superseded values are not recommended for survey control.
 HZ2157
 HZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2157.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2157
 HZ2157_MARKER: 53 = ELEVATED TANK
 HZ2157
 HZ2157  HISTORY     - Date     Condition        Report By
 HZ2157  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2157
 HZ2157                          STATION DESCRIPTION
 HZ2157
 HZ2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2157'THIS IS AN INTERSECTION STATION.
 HZ2157'
 HZ2157'THE WATER TANK IS LOCATED ABOUT 2 MILES SOUTH OF CHARLESTOWN, 100
 HZ2157'YARDS EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE INDIANA
 HZ2157'ORDNANCE WORKS OF PLANT 2. IT IS A 4-LEGGED, STEEL STRUCTURE, 100
 HZ2157'FEET HIGH, AND IS PAINTED GRAY. IT IS A SOFT WATER HEAD TANK
 HZ2157'WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2157'
 HZ2157'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2114 ***********************************************************************
 HZ2114  DESIGNATION -  INDIANA ORD WKS TANK 2510 3
 HZ2114  PID         -  HZ2114
 HZ2114  STATE/COUNTY-  IN/CLARK
 HZ2114  COUNTRY     -  US
 HZ2114  USGS QUAD   -  OWEN (2019)
 HZ2114
 HZ2114                         *CURRENT SURVEY CONTROL
 HZ2114  ______________________________________________________________________
 HZ2114* NAD 83(1997) POSITION- 38 28 08.31335(N) 085 34 48.77221(W)   ADJUSTED
 HZ2114  ______________________________________________________________________
 HZ2114  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 HZ2114  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 HZ2114  HORZ ORDER      -  THIRD
 HZ2114
 HZ2114.The horizontal coordinates were established by classical geodetic methods
 HZ2114.and adjusted by the National Geodetic Survey in May 1999.
 HZ2114
 HZ2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2114.GEOID18 height accuracy estimate available here.
 HZ2114
 HZ2114.Click photographs - Photos may exist for this station.
 HZ2114
 HZ2114.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2114
 HZ2114. The following values were computed from the NAD 83(1997) position.
 HZ2114
 HZ2114;                    North         East     Units Scale Factor Converg.
 HZ2114;SPC IN E     -   357,552.592   107,544.444   MT  0.99996737   +0 03 13.6
 HZ2114;SPC IN E     - 1,173,070.46    352,835.40   sFT  0.99996737   +0 03 13.6
 HZ2114;SPC KY1Z     - 1,237,037.369 1,514,816.584   MT  0.99995834   +0 06 15.3
 HZ2114;SPC KY1Z     - 4,058,513.43  4,969,860.74   sFT  0.99995834   +0 06 15.3
 HZ2114;SPC KY N     -   108,391.862   383,920.391   MT  0.99996208   -0 49 38.9
 HZ2114;SPC KY N     -   355,615.63  1,259,578.82   sFT  0.99996208   -0 49 38.9
 HZ2114;UTM  16      - 4,258,805.727   623,858.257   MT  0.99978892   +0 53 00.1
 HZ2114
 HZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2385858805(NAD 83)
 HZ2114
 HZ2114                          SUPERSEDED SURVEY CONTROL
 HZ2114
 HZ2114  NAD 83(1993)-  38 28 08.31361(N)    085 34 48.77208(W) AD(       ) 3
 HZ2114  NAD 83(1986)-  38 28 08.31648(N)    085 34 48.77889(W) AD(       ) 3
 HZ2114  NAD 27      -  38 28 08.08700(N)    085 34 48.92000(W) AD(       ) 3
 HZ2114
 HZ2114.Superseded values are not recommended for survey control.
 HZ2114
 HZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2114.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2114
 HZ2114_MARKER: 53 = ELEVATED TANK
 HZ2114
 HZ2114  HISTORY     - Date     Condition        Report By
 HZ2114  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2114
 HZ2114                          STATION DESCRIPTION
 HZ2114
 HZ2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2114'THIS IS AN INTERSECTION STATION.
 HZ2114'
 HZ2114'THE WATER TANK IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CHARLESTOWN,
 HZ2114'0.8 MILE EAST OF STATE HIGHWAY 62, AND ON GROUNDS OF THE
 HZ2114'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6 LEGGED STEEL STRUCTURE
 HZ2114'THAT IS PAINTED GRAY AND 150 FEET HIGH. IT IS A FIRE SYSTEM HEAD
 HZ2114'TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2114'
 HZ2114'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2115 ***********************************************************************
 HZ2115  DESIGNATION -  INDIANA ORD WKS TANK 2402 5
 HZ2115  PID         -  HZ2115
 HZ2115  STATE/COUNTY-  IN/CLARK
 HZ2115  COUNTRY     -  US
 HZ2115  USGS QUAD   -  OWEN (2019)
 HZ2115
 HZ2115                         *CURRENT SURVEY CONTROL
 HZ2115  ______________________________________________________________________
 HZ2115* NAD 83(1997) POSITION- 38 28 07.91142(N) 085 34 48.40439(W)   ADJUSTED
 HZ2115  ______________________________________________________________________
 HZ2115  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 HZ2115  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 HZ2115  HORZ ORDER      -  THIRD
 HZ2115
 HZ2115.The horizontal coordinates were established by classical geodetic methods
 HZ2115.and adjusted by the National Geodetic Survey in May 1999.
 HZ2115
 HZ2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2115.GEOID18 height accuracy estimate available here.
 HZ2115
 HZ2115.Click photographs - Photos may exist for this station.
 HZ2115
 HZ2115.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2115
 HZ2115. The following values were computed from the NAD 83(1997) position.
 HZ2115
 HZ2115;                    North         East     Units Scale Factor Converg.
 HZ2115;SPC IN E     -   357,540.207   107,553.372   MT  0.99996737   +0 03 13.8
 HZ2115;SPC IN E     - 1,173,029.83    352,864.69   sFT  0.99996737   +0 03 13.8
 HZ2115;SPC KY1Z     - 1,237,024.993 1,514,825.523   MT  0.99995832   +0 06 15.5
 HZ2115;SPC KY1Z     - 4,058,472.83  4,969,890.07   sFT  0.99995832   +0 06 15.5
 HZ2115;SPC KY N     -   108,379.342   383,929.127   MT  0.99996208   -0 49 38.7
 HZ2115;SPC KY N     -   355,574.56  1,259,607.48   sFT  0.99996208   -0 49 38.7
 HZ2115;UTM  16      - 4,258,793.475   623,867.361   MT  0.99978895   +0 53 00.3
 HZ2115
 HZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2386758793(NAD 83)
 HZ2115
 HZ2115                          SUPERSEDED SURVEY CONTROL
 HZ2115
 HZ2115  NAD 83(1993)-  38 28 07.91168(N)    085 34 48.40428(W) AD(       ) 3
 HZ2115  NAD 83(1986)-  38 28 07.91455(N)    085 34 48.41107(W) AD(       ) 3
 HZ2115  NAD 27      -  38 28 07.68500(N)    085 34 48.55300(W) AD(       ) 3
 HZ2115
 HZ2115.Superseded values are not recommended for survey control.
 HZ2115
 HZ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2115.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2115
 HZ2115_MARKER: 53 = ELEVATED TANK
 HZ2115
 HZ2115  HISTORY     - Date     Condition        Report By
 HZ2115  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2115
 HZ2115                          STATION DESCRIPTION
 HZ2115
 HZ2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2115'THIS IS AN INTERSECTION STATION.
 HZ2115'
 HZ2115'THE WATER TANK IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CHARLESTOWN,
 HZ2115'0.8 MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2115'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6 LEGGED STEEL STRUCTURE
 HZ2115'THAT IS PAINTED GRAY AND 150 FEET HIGH. IT IS A SANITARY WATER
 HZ2115'TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2115'
 HZ2115'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2119 ***********************************************************************
 HZ2119  DESIGNATION -  INDIANA ORD WKS TANK 2510 1
 HZ2119  PID         -  HZ2119
 HZ2119  STATE/COUNTY-  IN/CLARK
 HZ2119  COUNTRY     -  US
 HZ2119  USGS QUAD   -  OWEN (2019)
 HZ2119
 HZ2119                         *CURRENT SURVEY CONTROL
 HZ2119  ______________________________________________________________________
 HZ2119* NAD 83(1997) POSITION- 38 27 29.87118(N) 085 35 56.73135(W)   ADJUSTED
 HZ2119  ______________________________________________________________________
 HZ2119  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 HZ2119  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 HZ2119  HORZ ORDER      -  THIRD
 HZ2119
 HZ2119.The horizontal coordinates were established by classical geodetic methods
 HZ2119.and adjusted by the National Geodetic Survey in May 1999.
 HZ2119
 HZ2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2119.GEOID18 height accuracy estimate available here.
 HZ2119
 HZ2119.Click photographs - Photos may exist for this station.
 HZ2119
 HZ2119.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2119
 HZ2119. The following values were computed from the NAD 83(1997) position.
 HZ2119
 HZ2119;                    North         East     Units Scale Factor Converg.
 HZ2119;SPC IN E     -   356,365.897   105,897.922   MT  0.99996709   +0 02 31.3
 HZ2119;SPC IN E     - 1,169,177.11    347,433.43   sFT  0.99996709   +0 02 31.3
 HZ2119;SPC KY1Z     - 1,235,849.234 1,513,171.126   MT  0.99995643   +0 05 33.5
 HZ2119;SPC KY1Z     - 4,054,615.36  4,964,462.27   sFT  0.99995643   +0 05 33.5
 HZ2119;SPC KY N     -   107,230.638   382,255.821   MT  0.99996209   -0 50 21.2
 HZ2119;SPC KY N     -   351,805.85  1,254,117.64   sFT  0.99996209   -0 50 21.2
 HZ2119;UTM  16      - 4,257,595.540   622,229.381   MT  0.99978399   +0 52 17.0
 HZ2119
 HZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2222957595(NAD 83)
 HZ2119
 HZ2119                          SUPERSEDED SURVEY CONTROL
 HZ2119
 HZ2119  NAD 83(1993)-  38 27 29.87141(N)    085 35 56.73136(W) AD(       ) 3
 HZ2119  NAD 83(1986)-  38 27 29.87455(N)    085 35 56.73774(W) AD(       ) 3
 HZ2119  NAD 27      -  38 27 29.64400(N)    085 35 56.87900(W) AD(       ) 3
 HZ2119
 HZ2119.Superseded values are not recommended for survey control.
 HZ2119
 HZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2119.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2119
 HZ2119_MARKER: 53 = ELEVATED TANK
 HZ2119
 HZ2119  HISTORY     - Date     Condition        Report By
 HZ2119  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2119
 HZ2119                          STATION DESCRIPTION
 HZ2119
 HZ2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2119'THIS IS AN INTERSECTION STATION.
 HZ2119'
 HZ2119'THE WATER TANK IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CHARLESTOWN,
 HZ2119'0.8 MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2119'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6 LEGGED STEEL STRUCTURE
 HZ2119'THAT IS PAINTED GRAY AND 150 FEET HIGH. IT IS A FIRE SYSTEM HEAD
 HZ2119'TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2119'
 HZ2119'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2120 ***********************************************************************
 HZ2120  DESIGNATION -  INDIANA ORD WKS TANK 2402 3
 HZ2120  PID         -  HZ2120
 HZ2120  STATE/COUNTY-  IN/CLARK
 HZ2120  COUNTRY     -  US
 HZ2120  USGS QUAD   -  OWEN (2019)
 HZ2120
 HZ2120                         *CURRENT SURVEY CONTROL
 HZ2120  ______________________________________________________________________
 HZ2120* NAD 83(1997) POSITION- 38 27 29.46953(N) 085 35 56.36487(W)   ADJUSTED
 HZ2120  ______________________________________________________________________
 HZ2120  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 HZ2120  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 HZ2120  HORZ ORDER      -  THIRD
 HZ2120
 HZ2120.The horizontal coordinates were established by classical geodetic methods
 HZ2120.and adjusted by the National Geodetic Survey in May 1999.
 HZ2120
 HZ2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2120.GEOID18 height accuracy estimate available here.
 HZ2120
 HZ2120.Click photographs - Photos may exist for this station.
 HZ2120
 HZ2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2120
 HZ2120. The following values were computed from the NAD 83(1997) position.
 HZ2120
 HZ2120;                    North         East     Units Scale Factor Converg.
 HZ2120;SPC IN E     -   356,353.519   105,906.817   MT  0.99996710   +0 02 31.5
 HZ2120;SPC IN E     - 1,169,136.50    347,462.62   sFT  0.99996710   +0 02 31.5
 HZ2120;SPC KY1Z     - 1,235,836.865 1,513,180.031   MT  0.99995641   +0 05 33.8
 HZ2120;SPC KY1Z     - 4,054,574.78  4,964,491.49   sFT  0.99995641   +0 05 33.8
 HZ2120;SPC KY N     -   107,218.125   382,264.523   MT  0.99996209   -0 50 21.0
 HZ2120;SPC KY N     -   351,764.80  1,254,146.19   sFT  0.99996209   -0 50 21.0
 HZ2120;UTM  16      - 4,257,583.294   622,238.452   MT  0.99978401   +0 52 17.2
 HZ2120
 HZ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2223857583(NAD 83)
 HZ2120
 HZ2120                          SUPERSEDED SURVEY CONTROL
 HZ2120
 HZ2120  NAD 83(1993)-  38 27 29.46976(N)    085 35 56.36488(W) AD(       ) 3
 HZ2120  NAD 83(1986)-  38 27 29.47293(N)    085 35 56.37129(W) AD(       ) 3
 HZ2120  NAD 27      -  38 27 29.24200(N)    085 35 56.51200(W) AD(       ) 3
 HZ2120
 HZ2120.Superseded values are not recommended for survey control.
 HZ2120
 HZ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2120.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2120
 HZ2120_MARKER: 53 = ELEVATED TANK
 HZ2120
 HZ2120  HISTORY     - Date     Condition        Report By
 HZ2120  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2120  HISTORY     - 1963     GOOD             AEROS
 HZ2120
 HZ2120                          STATION DESCRIPTION
 HZ2120
 HZ2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2120'THIS IS AN INTERSECTION STATION.
 HZ2120'
 HZ2120'THE WATER TANK IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CHARLESTOWN,
 HZ2120'0.8 MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2120'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6 LEGGED STEEL STRUCTURE
 HZ2120'THAT IS PAINTED GRAY AND 150 FEET HIGH. IT IS A SANITARY WATER
 HZ2120'TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2120'
 HZ2120'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
 HZ2120
 HZ2120                          STATION RECOVERY (1963)
 HZ2120
 HZ2120'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2120'STATION HAS BEEN RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2167 ***********************************************************************
 HZ2167  DESIGNATION -  INDIANA ORD WKS TANK 2009
 HZ2167  PID         -  HZ2167
 HZ2167  STATE/COUNTY-  IN/CLARK
 HZ2167  COUNTRY     -  US
 HZ2167  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2167
 HZ2167                         *CURRENT SURVEY CONTROL
 HZ2167  ______________________________________________________________________
 HZ2167* NAD 83(1997) POSITION- 38 25 06.18609(N) 085 37 52.65251(W)   ADJUSTED
 HZ2167  ______________________________________________________________________
 HZ2167  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 HZ2167  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HZ2167  HORZ ORDER      -  THIRD
 HZ2167
 HZ2167.The horizontal coordinates were established by classical geodetic methods
 HZ2167.and adjusted by the National Geodetic Survey in May 1999.
 HZ2167
 HZ2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2167.GEOID18 height accuracy estimate available here.
 HZ2167
 HZ2167.Click photographs - Photos may exist for this station.
 HZ2167
 HZ2167.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2167
 HZ2167. The following values were computed from the NAD 83(1997) position.
 HZ2167
 HZ2167;                    North         East     Units Scale Factor Converg.
 HZ2167;SPC IN E     -   351,933.993   103,089.174   MT  0.99996678   +0 01 19.1
 HZ2167;SPC IN E     - 1,154,636.78    338,218.40   sFT  0.99996678   +0 01 19.1
 HZ2167;SPC KY1Z     - 1,231,414.905 1,510,366.344   MT  0.99994960   +0 04 22.4
 HZ2167;SPC KY1Z     - 4,040,067.07  4,955,260.25   sFT  0.99994960   +0 04 22.4
 HZ2167;SPC KY N     -   102,842.477   379,379.256   MT  0.99996244   -0 51 33.3
 HZ2167;SPC KY N     -   337,409.03  1,244,680.11   sFT  0.99996244   -0 51 33.3
 HZ2167;UTM  16      - 4,253,124.298   619,485.562   MT  0.99977582   +0 51 02.2
 HZ2167
 HZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1948553124(NAD 83)
 HZ2167
 HZ2167                          SUPERSEDED SURVEY CONTROL
 HZ2167
 HZ2167  NAD 83(1993)-  38 25 06.18637(N)    085 37 52.65250(W) AD(       ) 3
 HZ2167  NAD 83(1986)-  38 25 06.18945(N)    085 37 52.65899(W) AD(       ) 3
 HZ2167  NAD 27      -  38 25 05.95500(N)    085 37 52.80500(W) AD(       ) 3
 HZ2167
 HZ2167.Superseded values are not recommended for survey control.
 HZ2167
 HZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2167.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2167
 HZ2167_MARKER: 53 = ELEVATED TANK
 HZ2167
 HZ2167  HISTORY     - Date     Condition        Report By
 HZ2167  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2167
 HZ2167                          STATION DESCRIPTION
 HZ2167
 HZ2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2167'THIS IS AN INTERSECTION STATION.
 HZ2167'
 HZ2167'THE WATER TANK IS LOCATED ABOUT 3 MILES SOUTHEAST OF CHARLESTOWN, 0.3
 HZ2167'MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2167'IND.  ORDNANCE WORKS OF PLANT 2. IT IS A 6 LEGGED STEEL STRUCTURE
 HZ2167'THAT IS PAINTED WHITE AND 100 FEET HIGH. IT IS A SANITARY WATER
 HZ2167'TANK WITH THE CAPACITY OF 50,000 GALLONS.
 HZ2167'
 HZ2167'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2168 ***********************************************************************
 HZ2168  DESIGNATION -  INDIANA ORD WKS TANK 2510 4
 HZ2168  PID         -  HZ2168
 HZ2168  STATE/COUNTY-  IN/CLARK
 HZ2168  COUNTRY     -  US
 HZ2168  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2168
 HZ2168                         *CURRENT SURVEY CONTROL
 HZ2168  ______________________________________________________________________
 HZ2168* NAD 83(1997) POSITION- 38 25 05.78324(N) 085 37 52.28651(W)   ADJUSTED
 HZ2168  ______________________________________________________________________
 HZ2168  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 HZ2168  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HZ2168  HORZ ORDER      -  THIRD
 HZ2168
 HZ2168.The horizontal coordinates were established by classical geodetic methods
 HZ2168.and adjusted by the National Geodetic Survey in May 1999.
 HZ2168
 HZ2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2168.GEOID18 height accuracy estimate available here.
 HZ2168
 HZ2168.Click photographs - Photos may exist for this station.
 HZ2168
 HZ2168.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2168
 HZ2168. The following values were computed from the NAD 83(1997) position.
 HZ2168
 HZ2168;                    North         East     Units Scale Factor Converg.
 HZ2168;SPC IN E     -   351,921.575   103,098.057   MT  0.99996678   +0 01 19.4
 HZ2168;SPC IN E     - 1,154,596.03    338,247.54   sFT  0.99996678   +0 01 19.4
 HZ2168;SPC KY1Z     - 1,231,402.495 1,510,375.238   MT  0.99994958   +0 04 22.6
 HZ2168;SPC KY1Z     - 4,040,026.35  4,955,289.43   sFT  0.99994958   +0 04 22.6
 HZ2168;SPC KY N     -   102,829.924   379,387.947   MT  0.99996244   -0 51 33.1
 HZ2168;SPC KY N     -   337,367.84  1,244,708.62   sFT  0.99996244   -0 51 33.1
 HZ2168;UTM  16      - 4,253,112.012   619,494.622   MT  0.99977585   +0 51 02.4
 HZ2168
 HZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1949453112(NAD 83)
 HZ2168
 HZ2168                          SUPERSEDED SURVEY CONTROL
 HZ2168
 HZ2168  NAD 83(1993)-  38 25 05.78352(N)    085 37 52.28651(W) AD(       ) 3
 HZ2168  NAD 83(1986)-  38 25 05.78660(N)    085 37 52.29300(W) AD(       ) 3
 HZ2168  NAD 27      -  38 25 05.55200(N)    085 37 52.43500(W) AD(       ) 3
 HZ2168
 HZ2168.Superseded values are not recommended for survey control.
 HZ2168
 HZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2168.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2168
 HZ2168_MARKER: 53 = ELEVATED TANK
 HZ2168
 HZ2168  HISTORY     - Date     Condition        Report By
 HZ2168  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2168  HISTORY     - 1963     GOOD             AEROS
 HZ2168
 HZ2168                          STATION DESCRIPTION
 HZ2168
 HZ2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2168'THIS IS AN INTERSECTION STATION.
 HZ2168'
 HZ2168'THE WATER TANK IS LOCATED ABOUT 3 MILES SOUTHEAST OF CHARLESTOWN, 0.3
 HZ2168'MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2168'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6-LEGGED, STEEL STRUCTURE,
 HZ2168'100 FEET HIGH, AND IS PAINTED WHITE. IT IS A FIRE SYSTEM HEAD
 HZ2168'WATER TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2168'
 HZ2168'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
 HZ2168
 HZ2168                          STATION RECOVERY (1963)
 HZ2168
 HZ2168'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2168'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2155 ***********************************************************************
 HZ2155  DESIGNATION -  INDIANA ORD WKS W CONCRETE STK
 HZ2155  PID         -  HZ2155
 HZ2155  STATE/COUNTY-  IN/CLARK
 HZ2155  COUNTRY     -  US
 HZ2155  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2155
 HZ2155                         *CURRENT SURVEY CONTROL
 HZ2155  ______________________________________________________________________
 HZ2155* NAD 83(1997) POSITION- 38 25 52.32974(N) 085 39 33.39364(W)   ADJUSTED
 HZ2155  ______________________________________________________________________
 HZ2155  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 HZ2155  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 HZ2155  HORZ ORDER      -  THIRD
 HZ2155
 HZ2155.The horizontal coordinates were established by classical geodetic methods
 HZ2155.and adjusted by the National Geodetic Survey in May 1999.
 HZ2155
 HZ2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2155.GEOID18 height accuracy estimate available here.
 HZ2155
 HZ2155.Click photographs - Photos may exist for this station.
 HZ2155
 HZ2155.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2155
 HZ2155. The following values were computed from the NAD 83(1997) position.
 HZ2155
 HZ2155;                    North         East     Units Scale Factor Converg.
 HZ2155;SPC IN E     -   353,356.200   100,645.299   MT  0.99996667   +0 00 16.5
 HZ2155;SPC IN E     - 1,159,302.80    330,200.45   sFT  0.99996667   +0 00 16.5
 HZ2155;SPC KY1Z     - 1,232,834.913 1,507,921.243   MT  0.99995174   +0 03 20.5
 HZ2155;SPC KY1Z     - 4,044,725.88  4,947,238.28   sFT  0.99995174   +0 03 20.5
 HZ2155;SPC KY N     -   104,302.096   376,957.553   MT  0.99996228   -0 52 36.0
 HZ2155;SPC KY N     -   342,197.79  1,236,734.91   sFT  0.99996228   -0 52 36.0
 HZ2155;UTM  16      - 4,254,510.738   617,021.851   MT  0.99976864   +0 50 00.4
 HZ2155
 HZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1702154510(NAD 83)
 HZ2155
 HZ2155                          SUPERSEDED SURVEY CONTROL
 HZ2155
 HZ2155  NAD 83(1993)-  38 25 52.33008(N)    085 39 33.39355(W) AD(       ) 3
 HZ2155  NAD 83(1986)-  38 25 52.33309(N)    085 39 33.40008(W) AD(       ) 3
 HZ2155  NAD 27      -  38 25 52.10000(N)    085 39 33.54000(W) AD(       ) 3
 HZ2155
 HZ2155.Superseded values are not recommended for survey control.
 HZ2155
 HZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2155.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2155
 HZ2155_MARKER: 63 = STACK
 HZ2155
 HZ2155  HISTORY     - Date     Condition        Report By
 HZ2155  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2155  HISTORY     - 1963     GOOD             AEROS
 HZ2155
 HZ2155                          STATION DESCRIPTION
 HZ2155
 HZ2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2155'THIS IS AN INTERSECTION STATION.
 HZ2155'
 HZ2155'THE STACK IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF CHARLESTOWN,
 HZ2155'0.05 MILE EAST OF STATE HIGHWAY 62, AND IS THE WEST STACK IN A
 HZ2155'GROUP OF FIVE LOCATED ON THE GROUNDS OF THE INDIANA ORDNANCE WORKS OF
 HZ2155'PLANT 1. IT IS A 175-FOOT, CONCRETE, POWER HOUSE STACK.
 HZ2155'
 HZ2155'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 HZ2155
 HZ2155                          STATION RECOVERY (1963)
 HZ2155
 HZ2155'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2160 ***********************************************************************
 HZ2160  DESIGNATION -  INDIANA ORD WKS WATER TANK 510
 HZ2160  PID         -  HZ2160
 HZ2160  STATE/COUNTY-  IN/CLARK
 HZ2160  COUNTRY     -  US
 HZ2160  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2160
 HZ2160                         *CURRENT SURVEY CONTROL
 HZ2160  ______________________________________________________________________
 HZ2160* NAD 83(1997) POSITION- 38 25 31.26624(N) 085 39 32.13392(W)   ADJUSTED
 HZ2160  ______________________________________________________________________
 HZ2160  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 HZ2160  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 HZ2160  HORZ ORDER      -  THIRD
 HZ2160
 HZ2160.The horizontal coordinates were established by classical geodetic methods
 HZ2160.and adjusted by the National Geodetic Survey in May 1999.
 HZ2160
 HZ2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2160.GEOID18 height accuracy estimate available here.
 HZ2160
 HZ2160.Click photographs - Photos may exist for this station.
 HZ2160
 HZ2160.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2160
 HZ2160. The following values were computed from the NAD 83(1997) position.
 HZ2160
 HZ2160;                    North         East     Units Scale Factor Converg.
 HZ2160;SPC IN E     -   352,706.739   100,675.906   MT  0.99996667   +0 00 17.3
 HZ2160;SPC IN E     - 1,157,172.03    330,300.87   sFT  0.99996667   +0 00 17.3
 HZ2160;SPC KY1Z     - 1,232,185.490 1,507,952.429   MT  0.99995075   +0 03 21.3
 HZ2160;SPC KY1Z     - 4,042,595.23  4,947,340.59   sFT  0.99995075   +0 03 21.3
 HZ2160;SPC KY N     -   103,652.244   376,978.168   MT  0.99996235   -0 52 35.2
 HZ2160;SPC KY N     -   340,065.74  1,236,802.54   sFT  0.99996235   -0 52 35.2
 HZ2160;UTM  16      - 4,253,861.917   617,061.841   MT  0.99976876   +0 50 00.8
 HZ2160
 HZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1706153861(NAD 83)
 HZ2160
 HZ2160                          SUPERSEDED SURVEY CONTROL
 HZ2160
 HZ2160  NAD 83(1993)-  38 25 31.26660(N)    085 39 32.13385(W) AD(       ) 3
 HZ2160  NAD 83(1986)-  38 25 31.26960(N)    085 39 32.14036(W) AD(       ) 3
 HZ2160  NAD 27      -  38 25 31.03700(N)    085 39 32.27800(W) AD(       ) 3
 HZ2160
 HZ2160.Superseded values are not recommended for survey control.
 HZ2160
 HZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2160.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2160
 HZ2160_MARKER: 53 = ELEVATED TANK
 HZ2160
 HZ2160  HISTORY     - Date     Condition        Report By
 HZ2160  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2160  HISTORY     - 1963     GOOD             AEROS
 HZ2160
 HZ2160                          STATION DESCRIPTION
 HZ2160
 HZ2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2160'THIS IS AN INTERSECTION STATION.
 HZ2160'
 HZ2160'THE WATER TANK IS LOCATED ABOUT 1 MILE SOUTHEAST OF CHARLESTOWN, 0.2
 HZ2160'MILE EAST OF STATE HIGHWAY 62, AND ON THE GROUNDS OF THE
 HZ2160'INDIANA ORDNANCE WORKS OF PLANT 2. IT IS A 6-LEGGED, STEEL STRUCTURE,
 HZ2160'125 FEET HIGH, AND IS PAINTED GRAY. IT IS A FIRE SYSTEM HEAD
 HZ2160'WATER TANK WITH THE CAPACITY OF 100,000 GALLONS.
 HZ2160'
 HZ2160'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF TANK.
 HZ2160
 HZ2160                          STATION RECOVERY (1963)
 HZ2160
 HZ2160'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2160'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2471 ***********************************************************************
 ME2471  DESIGNATION -  INDIANA ST POLICE POST 1 MAST
 ME2471  PID         -  ME2471
 ME2471  STATE/COUNTY-  IN/PORTER
 ME2471  COUNTRY     -  US
 ME2471  USGS QUAD   -  DUNE ACRES (2019)
 ME2471
 ME2471                         *CURRENT SURVEY CONTROL
 ME2471  ______________________________________________________________________
 ME2471* NAD 83(1997) POSITION- 41 38 05.24516(N) 087 03 23.06896(W)   ADJUSTED
 ME2471  ______________________________________________________________________
 ME2471  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME2471  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 ME2471  HORZ ORDER      -  THIRD
 ME2471
 ME2471.The horizontal coordinates were established by classical geodetic methods
 ME2471.and adjusted by the National Geodetic Survey in May 1999.
 ME2471
 ME2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2471.GEOID18 height accuracy estimate available here.
 ME2471
 ME2471.Click photographs - Photos may exist for this station.
 ME2471
 ME2471.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2471
 ME2471. The following values were computed from the NAD 83(1997) position.
 ME2471
 ME2471;                    North         East     Units Scale Factor Converg.
 ME2471;SPC IN W     -   709,056.041   902,243.416   MT  0.99996673   +0 01 04.4
 ME2471;SPC IN W     - 2,326,294.69  2,960,110.27   sFT  0.99996673   +0 01 04.4
 ME2471;UTM  16      - 4,609,230.243   495,301.803   MT  0.99960027   -0 02 14.9
 ME2471
 ME2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9530109230(NAD 83)
 ME2471
 ME2471                          SUPERSEDED SURVEY CONTROL
 ME2471
 ME2471  NAD 83(1994)-  41 38 05.25069(N)    087 03 23.07175(W) AD(       ) 3
 ME2471  NAD 83(1986)-  41 38 05.25563(N)    087 03 23.07014(W) AD(       ) 3
 ME2471  NAD 27      -  41 38 05.12100(N)    087 03 22.95000(W) AD(       ) 3
 ME2471
 ME2471.Superseded values are not recommended for survey control.
 ME2471
 ME2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2471.See file dsdata.pdf to determine how the superseded data were derived.
 ME2471
 ME2471_MARKER: 42 = RADIO/TV MAST
 ME2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2471+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2007
 ME2471
 ME2471  HISTORY     - Date     Condition        Report By
 ME2471  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2471  HISTORY     - 1963     GOOD             USGS
 ME2471  HISTORY     - 20070527 GOOD             GEOCAC
 ME2471
 ME2471                          STATION DESCRIPTION
 ME2471
 ME2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2471'THE STATION IS THE FLASH RED LIGHT ATOP THE INDIANA STATE POLICE POST
 ME2471'NO. 1 RADIO MAST LOCATED IN
 ME2471'THE SOUTHEAST SECTION OF THE CLOVER LEAF FORMED BY THE INTERSECTION
 ME2471'OF U.S. HIGHWAY 20 AND STATE
 ME2471'HIGHWAY 49.  IT IS A STEEL STRUCTURE ABOUT 400 FEET HIGH, AND
 ME2471'PAINTED IN ALTERNATE SECTIONS OF RED AND
 ME2471'WHITE.
 ME2471
 ME2471                          STATION RECOVERY (1963)
 ME2471
 ME2471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME2471'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2471
 ME2471                          STATION RECOVERY (2007)
 ME2471
 ME2471'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 ME2471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2018 ***********************************************************************
 KA2018  DESIGNATION -  INDIANA ST POLICE POST 5 MAST
 KA2018  PID         -  KA2018
 KA2018  STATE/COUNTY-  IN/PUTNAM
 KA2018  COUNTRY     -  US
 KA2018  USGS QUAD   -  REELSVILLE (2019)
 KA2018
 KA2018                         *CURRENT SURVEY CONTROL
 KA2018  ______________________________________________________________________
 KA2018* NAD 83(1997) POSITION- 39 34 06.25909(N) 086 53 14.47046(W)   ADJUSTED
 KA2018  ______________________________________________________________________
 KA2018  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 KA2018  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 KA2018  HORZ ORDER      -  THIRD
 KA2018
 KA2018.The horizontal coordinates were established by classical geodetic methods
 KA2018.and adjusted by the National Geodetic Survey in May 1999.
 KA2018
 KA2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2018.GEOID18 height accuracy estimate available here.
 KA2018
 KA2018.Click photographs - Photos may exist for this station.
 KA2018
 KA2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2018
 KA2018. The following values were computed from the NAD 83(1997) position.
 KA2018
 KA2018;                    North         East     Units Scale Factor Converg.
 KA2018;SPC IN W     -   479,617.410   916,839.856   MT  0.99997016   +0 07 29.4
 KA2018;SPC IN W     - 1,573,544.79  3,007,998.76   sFT  0.99997016   +0 07 29.4
 KA2018;UTM  16      - 4,379,862.275   509,675.786   MT  0.99960115   +0 04 18.3
 KA2018
 KA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0967579862(NAD 83)
 KA2018
 KA2018                          SUPERSEDED SURVEY CONTROL
 KA2018
 KA2018  NAD 83(1986)-  39 34 06.26173(N)    086 53 14.46423(W) AD(       ) 3
 KA2018  NAD 27      -  39 34 06.10300(N)    086 53 14.41300(W) AD(       ) 3
 KA2018
 KA2018.Superseded values are not recommended for survey control.
 KA2018
 KA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2018.See file dsdata.pdf to determine how the superseded data were derived.
 KA2018
 KA2018_MARKER: 42 = RADIO/TV MAST
 KA2018
 KA2018  HISTORY     - Date     Condition        Report By
 KA2018  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA2018  HISTORY     - 20051230 GOOD             GEOCAC
 KA2018
 KA2018                          STATION DESCRIPTION
 KA2018
 KA2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA2018'THIS IS AN INTERSECTION STATION.
 KA2018'
 KA2018'THE MAST IS LOCATED 1.2 MILES WEST OF THE POST OFFICE IN PUTNAMVILLE
 KA2018'VIA U.S. HIGHWAY 40. IT IS ABOUT 150 FEET NORTH OF THE HIGHWAY,
 KA2018'AND ABOUT 75 FEET WEST OF THE WEST CORNER OF THE INDIANA STATE POLICE
 KA2018'POST 5 BUILDING. IT IS ABOUT 115 FEET HIGH, PAINTED ORANGE AND
 KA2018'WHITE.
 KA2018'
 KA2018'THE POINT INTERSECTED WAS THE AMBER LIGHT ON THE TOP OF THE MAST.
 KA2018
 KA2018                          STATION RECOVERY (2005)
 KA2018
 KA2018'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA2018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI5432 ***********************************************************************
 AI5432  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5432  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5432  DESIGNATION -  INDIANA UNIVERSIT CORS ARP
 AI5432  CORS_ID     -  IUCO
 AI5432  PID         -  AI5432
 AI5432  STATE/COUNTY-  IN/MONROE
 AI5432  COUNTRY     -  US
 AI5432  USGS QUAD   -  BLOOMINGTON (2019)
 AI5432
 AI5432                         *CURRENT SURVEY CONTROL
 AI5432  ______________________________________________________________________
 AI5432* NAD 83(2011) POSITION- 39 10 26.60562(N) 086 30 23.18223(W)   ADJUSTED
 AI5432* NAD 83(2011) ELLIP HT-   230.660 (meters)        (04/??/25)   ADJUSTED
 AI5432* NAD 83(2011) EPOCH   -  2010.00
 AI5432* NAVD 88 ORTHO HEIGHT -   263.71  (meters)      865.2   (feet) GPS OBS
 AI5432  ______________________________________________________________________
 AI5432  NAVD 88 orthometric height was determined with an earlier geoid model
 AI5432  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 AI5432  NAD 83(2011) X  -    301,715.580 (meters)                     COMP
 AI5432  NAD 83(2011) Y  - -4,942,121.526 (meters)                     COMP
 AI5432  NAD 83(2011) Z  -  4,007,461.274 (meters)                     COMP
 AI5432
 AI5432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5432  Standards:
 AI5432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5432  -------------------------------------------------------------------
 AI5432  NETWORK    0.13   0.13           0.05   0.05   0.07     -0.32971900
 AI5432  -------------------------------------------------------------------
 AI5432
 AI5432.The coordinates were established by GPS observations
 AI5432.and adjusted by the National Geodetic Survey in April 2025.
 AI5432
 AI5432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5432.been affixed to the stable North American Tectonic Plate. 
 AI5432
 AI5432.The coordinates are valid at the epoch date displayed above
 AI5432.which is a decimal equivalence of Year/Month/Day.
 AI5432
 AI5432.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AI5432.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AI5432.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AI5432.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AI5432.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AI5432.published epoch of 2010.00.
 AI5432
 AI5432.Additional information on MYCS is available at:
 AI5432.https://geodesy.noaa.gov/CORS/index.shtml
 AI5432
 AI5432.The orthometric height was determined by GPS observations and a
 AI5432.high-resolution geoid model using precise GPS observation and
 AI5432.processing techniques.
 AI5432
 AI5432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5432.GEOID18 height accuracy estimate available here.
 AI5432
 AI5432.The PID for the CORS L1 Phase Center is DO1569.
 AI5432
 AI5432.Click photographs - Photos may exist for this station.
 AI5432
 AI5432.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5432
 AI5432.The ellipsoidal height was determined by GPS observations
 AI5432.and is referenced to NAD 83.
 AI5432
 AI5432. The following values were computed from the NAD 83(2011) position.
 AI5432
 AI5432;                    North         East     Units Scale Factor Converg.
 AI5432;SPC IN W     -   435,977.502   949,850.077   MT  0.99999725   +0 21 51.9
 AI5432;SPC IN W     - 1,430,369.52  3,116,299.79   sFT  0.99999725   +0 21 51.9
 AI5432;UTM  16      - 4,336,208.173   542,633.468   MT  0.99962238   +0 18 42.4
 AI5432
 AI5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5432!SPC IN W     -   0.99996381  x   0.99999725  =   0.99996106
 AI5432!UTM  16      -   0.99996381  x   0.99962238  =   0.99958621
 AI5432
 AI5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4263336208(NAD 83)
 AI5432
 AI5432                          SUPERSEDED SURVEY CONTROL
 AI5432
 AI5432  NAD 83(2011)-  39 10 26.60571(N)    086 30 23.18227(W) AD(2010.00) c
 AI5432  ELLIP H (06/??/19)  230.656  (m)                       GP(2010.00) c c
 AI5432  NAD 83(2011)-  39 10 26.60576(N)    086 30 23.18204(W) AD(2010.00) c
 AI5432  NAD 83(2011)-  39 10 26.60587(N)    086 30 23.18240(W) AD(2010.00) c
 AI5432  ELLIP H (08/??/11)  230.652  (m)                       GP(2010.00) c c
 AI5432  NAD 83(2007)-  39 10 26.60567(N)    086 30 23.18321(W) AD(2002.00) c
 AI5432  NAD 83(CORS)-  39 10 26.60567(N)    086 30 23.18321(W) AD(2002.00) c
 AI5432  ELLIP H (03/??/02)  230.684  (m)                       GP(2002.00) c c
 AI5432  NAD 83(CORS)-  39 10 26.60519(N)    086 30 23.18361(W) AD(1997.00) c
 AI5432  ELLIP H (05/??/00)  230.678  (m)                       GP(1997.00) c c
 AI5432  NAVD 88 (11/08/18)  263.76   (m)  GEOID12B model used  GPS OBS        
 AI5432
 AI5432.Superseded values are not recommended for survey control.
 AI5432
 AI5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5432.See file dsdata.pdf to determine how the superseded data were derived.
 AI5432
 AI5432_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5432
 AI5432                          STATION DESCRIPTION
 AI5432
 AI5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AI5432'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AI5432'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AI5432'AND LOG FILES ACCESSIBLE AT:
 AI5432'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1928 ***********************************************************************
 KA1928  DESIGNATION -  INDIANAPOLIS CAPITOL DOME FLAG
 KA1928  PID         -  KA1928
 KA1928  STATE/COUNTY-  IN/MARION
 KA1928  COUNTRY     -  US
 KA1928  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1928
 KA1928                         *CURRENT SURVEY CONTROL
 KA1928  ______________________________________________________________________
 KA1928* NAD 83(1997) POSITION- 39 46 07.03296(N) 086 09 45.49599(W)   ADJUSTED
 KA1928  ______________________________________________________________________
 KA1928  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 KA1928  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 KA1928  HORZ ORDER      -  THIRD
 KA1928
 KA1928.The horizontal coordinates were established by classical geodetic methods
 KA1928.and adjusted by the National Geodetic Survey in May 1999.
 KA1928
 KA1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1928.GEOID18 height accuracy estimate available here.
 KA1928
 KA1928.Click photographs - Photos may exist for this station.
 KA1928
 KA1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1928
 KA1928. The following values were computed from the NAD 83(1997) position.
 KA1928
 KA1928;                    North         East     Units Scale Factor Converg.
 KA1928;SPC IN E     -   501,945.498    57,505.830   MT  0.99998889   -0 19 02.2
 KA1928;SPC IN E     - 1,646,799.52    188,667.04   sFT  0.99998889   -0 19 02.2
 KA1928;UTM  16      - 4,402,412.100   571,718.122   MT  0.99966332   +0 32 08.4
 KA1928
 KA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7171802412(NAD 83)
 KA1928
 KA1928                          SUPERSEDED SURVEY CONTROL
 KA1928
 KA1928  NAD 83(1986)-  39 46 07.03070(N)    086 09 45.51113(W) AD(       ) 3
 KA1928  NAD 27      -  39 46 06.87400(N)    086 09 45.55900(W) AD(       ) 3
 KA1928
 KA1928.Superseded values are not recommended for survey control.
 KA1928
 KA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1928.See file dsdata.pdf to determine how the superseded data were derived.
 KA1928
 KA1928_MARKER: 62 = FLAGPOLE
 KA1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1928+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 KA1928
 KA1928  HISTORY     - Date     Condition        Report By
 KA1928  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1928  HISTORY     - 1955     GOOD             CGS
 KA1928  HISTORY     - 1965     GOOD             CGS
 KA1928  HISTORY     - 19850321 GOOD             NGS
 KA1928  HISTORY     - 19960514 GOOD             USPSQD
 KA1928  HISTORY     - 20020705 GOOD             GEOCAC
 KA1928  HISTORY     - 20130731 GOOD             GEOCAC
 KA1928  HISTORY     - 20140524 GOOD             GEOCAC
 KA1928
 KA1928                          STATION DESCRIPTION
 KA1928
 KA1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1928'THE STATION IS THE BASE OF THE FLAGPOLE ON THE DOME OF THE STATE
 KA1928'CAPITOL BUILDING IN INDIANAPOLIS. IT IS LOCATED IN THE CENTRAL
 KA1928'PART OF THE CITY AND BOUNDED ON THE S BY W WASHINGTON STREET, ON THE
 KA1928'E BY CAPITOL STREET, ON THE N BY SENATE STREET, AND ON THE W
 KA1928'BY OHIO STREET.
 KA1928'
 KA1928'THE BUILDING IS A LARGE STONE BUILDING OF IRREGULAR SHAPE. THE DOME
 KA1928'IS LOCATED ON THE N SIDE OF THE BUILDING AND IS APPROXIMATELY
 KA1928'200 FEET HIGH. THE DOME CONSISTS OF A LARGE DOME ABOUT 50 FEET IN
 KA1928'DIAMETER AT THE BASE AND A SMALLER DOME ON TOP WHICH IS ABOUT
 KA1928'10 FEET IN DIAMETER AT THE BASE AND ABOUT 15 FEET HIGH. THE LARGE
 KA1928'DOME HAS A GREEN PAINTED ROOF. THE SMALL DOME HAS A SILVER PAINTED
 KA1928'ROOF ON TOP OF WHICH IS A 20-FOOT FLAGPOLE WITH A SILVER BALL AT ITS
 KA1928'APEX.
 KA1928
 KA1928                          STATION RECOVERY (1955)
 KA1928
 KA1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1928'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE.
 KA1928
 KA1928                          STATION RECOVERY (1965)
 KA1928
 KA1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1928'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KA1928
 KA1928                          STATION RECOVERY (1985)
 KA1928
 KA1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KA1928'RECOVERED AS DESCRIBED IN 1939.
 KA1928
 KA1928                          STATION RECOVERY (1996)
 KA1928
 KA1928'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA1928'RECOVERED IN GOOD CONDITION.
 KA1928
 KA1928                          STATION RECOVERY (2002)
 KA1928
 KA1928'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA1928'RECOVERED IN GOOD CONDITION.
 KA1928
 KA1928                          STATION RECOVERY (2013)
 KA1928
 KA1928'RECOVERY NOTE BY GEOCACHING 2013 (RFC)
 KA1928'RECOVERED IN GOOD CONDITION.
 KA1928
 KA1928                          STATION RECOVERY (2014)
 KA1928
 KA1928'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA1928'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1927 ***********************************************************************
 KA1927  DESIGNATION -  INDIANAPOLIS CIT GAS COKE STK
 KA1927  PID         -  KA1927
 KA1927  STATE/COUNTY-  IN/MARION
 KA1927  COUNTRY     -  US
 KA1927  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1927
 KA1927                         *CURRENT SURVEY CONTROL
 KA1927  ______________________________________________________________________
 KA1927* NAD 83(1997) POSITION- 39 45 14.39525(N) 086 06 49.56715(W)   ADJUSTED
 KA1927  ______________________________________________________________________
 KA1927  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 KA1927  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 KA1927  HORZ ORDER      -  THIRD
 KA1927
 KA1927.The horizontal coordinates were established by classical geodetic methods
 KA1927.and adjusted by the National Geodetic Survey in May 1999.
 KA1927
 KA1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1927.GEOID18 height accuracy estimate available here.
 KA1927
 KA1927.Click photographs - Photos may exist for this station.
 KA1927
 KA1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1927
 KA1927. The following values were computed from the NAD 83(1997) position.
 KA1927
 KA1927;                    North         East     Units Scale Factor Converg.
 KA1927;SPC IN E     -   500,300.064    61,684.788   MT  0.99998473   -0 17 09.3
 KA1927;SPC IN E     - 1,641,401.13    202,377.51   sFT  0.99998473   -0 17 09.3
 KA1927;UTM  16      - 4,400,829.554   575,919.764   MT  0.99967096   +0 34 00.4
 KA1927
 KA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7591900829(NAD 83)
 KA1927
 KA1927                          SUPERSEDED SURVEY CONTROL
 KA1927
 KA1927  NAD 83(1986)-  39 45 14.40051(N)    086 06 49.59302(W) AD(       ) 3
 KA1927  NAD 27      -  39 45 14.24000(N)    086 06 49.65000(W) AD(       ) 3
 KA1927
 KA1927.Superseded values are not recommended for survey control.
 KA1927
 KA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1927.See file dsdata.pdf to determine how the superseded data were derived.
 KA1927
 KA1927_MARKER: 63 = STACK
 KA1927
 KA1927  HISTORY     - Date     Condition        Report By
 KA1927  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1927  HISTORY     - 1965     GOOD             CGS
 KA1927  HISTORY     - 19950914 GOOD             USPSQD
 KA1927
 KA1927                          STATION DESCRIPTION
 KA1927
 KA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1927'THE STATION IS THE CENTER ONE OF THREE STACKS LOCATED ON THE GROUNDS
 KA1927'OF THE CITIZENS GAS AND COKE COMPANY AT 2950 PROSPECT STREET
 KA1927'IN THE CITY OF INDIANAPOLIS.
 KA1927'
 KA1927'THE STACK WAS BUILT IN 1920 AND IS APPROXIMATELY 200 FEET HIGH. IT IS
 KA1927'BUILT OF RED BRICK AND IS LOCATED IN THE CENTRAL PART OF
 KA1927'THE GROUNDS OF THE CITIZENS GAS AND COKE COMPANY. IT IS APPROXIMATELY
 KA1927'200 FEET S OF THE EASTERNMOST OF THREE GASOLINE STORAGE TANKS.
 KA1927'THE GROUNDS ARE BOUNDED ON THE S BY PROSPECT STREET, ON THE W BY THE
 KA1927'BIG FOUR RAILROAD TRACKS, ON THE N BY PLEASANT RUN
 KA1927'BOULEVARD AND ON THE E BY THE BELT RAILROAD TRACKS.
 KA1927
 KA1927                          STATION RECOVERY (1965)
 KA1927
 KA1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1927'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KA1927'THIRD STORAGE TANK REFERRED TO IN THE DESCRIPTION IS NO LONGER
 KA1927'THERE, AND THE CENTER STACK IS NOW THE SECOND STACK EAST OF A LARGE
 KA1927'STORAGE TANK.
 KA1927
 KA1927                          STATION RECOVERY (1995)
 KA1927
 KA1927'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3505 ***********************************************************************
 DM3505  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3505  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3505  DESIGNATION -  INDIANAPOLIS CORS ARP
 DM3505  CORS_ID     -  INMT
 DM3505  PID         -  DM3505
 DM3505  STATE/COUNTY-  IN/MARION
 DM3505  COUNTRY     -  US
 DM3505  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 DM3505
 DM3505                         *CURRENT SURVEY CONTROL
 DM3505  ______________________________________________________________________
 DM3505* NAD 83(2011) POSITION- 39 46 16.15750(N) 086 02 34.88783(W)   ADJUSTED
 DM3505* NAD 83(2011) ELLIP HT-   232.472 (meters)        (04/??/25)   ADJUSTED
 DM3505* NAD 83(2011) EPOCH   -  2010.00
 DM3505* NAVD 88 ORTHO HEIGHT -   266.19  (meters)      873.3   (feet) GPS OBS
 DM3505  ______________________________________________________________________
 DM3505  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 DM3505  NAD 83(2011) X  -    338,769.588 (meters)                     COMP
 DM3505  NAD 83(2011) Y  - -4,897,477.357 (meters)                     COMP
 DM3505  NAD 83(2011) Z  -  4,058,637.123 (meters)                     COMP
 DM3505
 DM3505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3505  Standards:
 DM3505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3505  -------------------------------------------------------------------
 DM3505  NETWORK    0.06   0.10           0.03   0.02   0.05     -0.25457700
 DM3505  -------------------------------------------------------------------
 DM3505
 DM3505.The coordinates were established by GPS observations
 DM3505.and adjusted by the National Geodetic Survey in April 2025.
 DM3505
 DM3505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3505.been affixed to the stable North American Tectonic Plate. 
 DM3505
 DM3505.The coordinates are valid at the epoch date displayed above
 DM3505.which is a decimal equivalence of Year/Month/Day.
 DM3505
 DM3505.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3505.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3505.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3505.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3505.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3505.published epoch of 2010.00.
 DM3505
 DM3505.Additional information on MYCS is available at:
 DM3505.https://geodesy.noaa.gov/CORS/index.shtml
 DM3505
 DM3505.The orthometric height was determined by GPS observations and a
 DM3505.high-resolution geoid model using precise GPS observation and
 DM3505.processing techniques.
 DM3505
 DM3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3505.GEOID18 height accuracy estimate available here.
 DM3505
 DM3505.The PID for the CORS L1 Phase Center is DR5984.
 DM3505
 DM3505.Click photographs - Photos may exist for this station.
 DM3505
 DM3505.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3505
 DM3505.The ellipsoidal height was determined by GPS observations
 DM3505.and is referenced to NAD 83.
 DM3505
 DM3505. The following values were computed from the NAD 83(2011) position.
 DM3505
 DM3505;                    North         East     Units Scale Factor Converg.
 DM3505;SPC IN E     -   502,177.000    67,755.365   MT  0.99997946   -0 14 26.8
 DM3505;SPC IN E     - 1,647,559.04    222,294.06   sFT  0.99997946   -0 14 26.8
 DM3505;UTM  16      - 4,402,796.038   581,959.887   MT  0.99968270   +0 36 44.0
 DM3505
 DM3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3505!SPC IN E     -   0.99996353  x   0.99997946  =   0.99994299
 DM3505!UTM  16      -   0.99996353  x   0.99968270  =   0.99964624
 DM3505
 DM3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8195902796(NAD 83)
 DM3505
 DM3505                          SUPERSEDED SURVEY CONTROL
 DM3505
 DM3505  NAD 83(2011)-  39 46 16.15760(N)    086 02 34.88791(W) AD(2010.00) c
 DM3505  ELLIP H (05/??/21)  232.475  (m)                       GP(2010.00) c c
 DM3505  NAD 83(2011)-  39 46 16.15739(N)    086 02 34.88792(W) AD(2010.00) c
 DM3505  ELLIP H (06/??/19)  232.475  (m)                       GP(2010.00) c c
 DM3505  NAD 83(2011)-  39 46 16.15741(N)    086 02 34.88791(W) AD(2010.00) c
 DM3505  ELLIP H (08/??/11)  232.471  (m)                       GP(2010.00) c c
 DM3505  NAD 83(CORS)-  39 46 16.15781(N)    086 02 34.88875(W) AD(2002.00) c
 DM3505  ELLIP H (09/??/10)  232.454  (m)                       GP(2002.00) c c
 DM3505
 DM3505.Superseded values are not recommended for survey control.
 DM3505
 DM3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3505.See file dsdata.pdf to determine how the superseded data were derived.
 DM3505
 DM3505_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3505
 DM3505                          STATION DESCRIPTION
 DM3505
 DM3505'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3505'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3505'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3505'AND LOG FILES ACCESSIBLE AT:
 DM3505'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1929 ***********************************************************************
 KA1929  DESIGNATION -  INDIANAPOLIS SOLDIERS SAIL MON
 KA1929  PID         -  KA1929
 KA1929  STATE/COUNTY-  IN/MARION
 KA1929  COUNTRY     -  US
 KA1929  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1929
 KA1929                         *CURRENT SURVEY CONTROL
 KA1929  ______________________________________________________________________
 KA1929* NAD 83(1997) POSITION- 39 46 06.66537(N) 086 09 28.94693(W)   ADJUSTED
 KA1929  ______________________________________________________________________
 KA1929  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 KA1929  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 KA1929  HORZ ORDER      -  THIRD
 KA1929
 KA1929.The horizontal coordinates were established by classical geodetic methods
 KA1929.and adjusted by the National Geodetic Survey in May 1999.
 KA1929
 KA1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1929.GEOID18 height accuracy estimate available here.
 KA1929
 KA1929.Click photographs - Photos may exist for this station.
 KA1929
 KA1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1929
 KA1929. The following values were computed from the NAD 83(1997) position.
 KA1929
 KA1929;                    North         East     Units Scale Factor Converg.
 KA1929;SPC IN E     -   501,931.990    57,899.631   MT  0.99998848   -0 18 51.6
 KA1929;SPC IN E     - 1,646,755.20    189,959.04   sFT  0.99998848   -0 18 51.6
 KA1929;UTM  16      - 4,402,404.459   572,111.953   MT  0.99966402   +0 32 19.0
 KA1929
 KA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7211102404(NAD 83)
 KA1929
 KA1929                          SUPERSEDED SURVEY CONTROL
 KA1929
 KA1929  NAD 83(1986)-  39 46 06.67335(N)    086 09 28.97874(W) AD(       ) 3
 KA1929  NAD 27      -  39 46 06.52000(N)    086 09 29.02000(W) AD(       ) 3
 KA1929
 KA1929.Superseded values are not recommended for survey control.
 KA1929
 KA1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1929.See file dsdata.pdf to determine how the superseded data were derived.
 KA1929
 KA1929_MARKER: 70 = MONUMENT
 KA1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1929+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 KA1929
 KA1929  HISTORY     - Date     Condition        Report By
 KA1929  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1929  HISTORY     - 1965     GOOD             CGS
 KA1929  HISTORY     - 19960514 GOOD             USPSQD
 KA1929  HISTORY     - 20060326 GOOD             GEOCAC
 KA1929  HISTORY     - 20140524 GOOD             GEOCAC
 KA1929
 KA1929                          STATION DESCRIPTION
 KA1929
 KA1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1929'THE STATION IS LOCATED IN THE CENTER OF THE MONUMENT CIRCLE,
 KA1929'APPROXIMATELY IN THE CENTER OF THE CITY OF
 KA1929'INDIANAPOLIS.
 KA1929'
 KA1929'THE MONUMENT IS BUILT OF STONE AND HAS A STATUE OF A MAN HOLDING A
 KA1929'TORCH AT ITS APEX. THE MONUMENT IS SO BUILT THAT IT IS
 KA1929'ACCESSIBLE TO THE TOP AND HAS AN OBSERVATORY JUST UNDER THE STATUE.
 KA1929'THE MONUMENT WAS BUILT IN 1901 AND IS APPROXIMATELY 200 FEET
 KA1929'HIGH.
 KA1929'
 KA1929'THE CENTER OF THE PEDESTAL ON WHICH THE FIGURE STANDS IS THE STATION.
 KA1929
 KA1929                          STATION RECOVERY (1965)
 KA1929
 KA1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1929'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KA1929
 KA1929                          STATION RECOVERY (1996)
 KA1929
 KA1929'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA1929'RECOVERED IN GOOD CONDITION.
 KA1929
 KA1929                          STATION RECOVERY (2006)
 KA1929
 KA1929'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 KA1929'RECOVERED IN GOOD CONDITION.
 KA1929
 KA1929                          STATION RECOVERY (2014)
 KA1929
 KA1929'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA1929'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1960 ***********************************************************************
 KA1960  DESIGNATION -  INDIANAPOLIS ST LOU AWY BCN 22
 KA1960  PID         -  KA1960
 KA1960  STATE/COUNTY-  IN/HENDRICKS
 KA1960  COUNTRY     -  US
 KA1960  USGS QUAD   -  PLAINFIELD (2019)
 KA1960
 KA1960                         *CURRENT SURVEY CONTROL
 KA1960  ______________________________________________________________________
 KA1960* NAD 83(1997) POSITION- 39 41 20.19940(N) 086 26 15.32616(W)   ADJUSTED
 KA1960  ______________________________________________________________________
 KA1960  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KA1960  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 KA1960  HORZ ORDER      -  THIRD
 KA1960
 KA1960.The horizontal coordinates were established by classical geodetic methods
 KA1960.and adjusted by the National Geodetic Survey in May 1999.
 KA1960
 KA1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1960.GEOID18 height accuracy estimate available here.
 KA1960
 KA1960.Click photographs - Photos may exist for this station.
 KA1960
 KA1960.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1960
 KA1960. The following values were computed from the NAD 83(1997) position.
 KA1960
 KA1960;                    North         East     Units Scale Factor Converg.
 KA1960;SPC IN W     -   493,181.098   955,390.226   MT  1.00000442   +0 24 44.6
 KA1960;SPC IN W     - 1,618,044.99  3,134,476.10   sFT  1.00000442   +0 24 44.6
 KA1960;UTM  16      - 4,393,385.157   548,224.362   MT  0.99962863   +0 21 33.0
 KA1960
 KA1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4822493385(NAD 83)
 KA1960
 KA1960                          SUPERSEDED SURVEY CONTROL
 KA1960
 KA1960  NAD 83(1986)-  39 41 20.19786(N)    086 26 15.32726(W) AD(       ) 3
 KA1960  NAD 27      -  39 41 20.03000(N)    086 26 15.34600(W) AD(       ) 3
 KA1960
 KA1960.Superseded values are not recommended for survey control.
 KA1960
 KA1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1960.See file dsdata.pdf to determine how the superseded data were derived.
 KA1960
 KA1960_MARKER: 22 = AIRWAY BEACON
 KA1960
 KA1960  HISTORY     - Date     Condition        Report By
 KA1960  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1960  HISTORY     - 1948     GOOD             CGS
 KA1960  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KA1960
 KA1960                          STATION DESCRIPTION
 KA1960
 KA1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1960'THIS STATION IS AN AIRWAY BEACON ON THE INDIANAPOLIS-ST. LOUIS ROUTE.
 KA1960'IT IS LOCATED ON LAND OWNED BY MR. W.L. SHARE ABOUT 2 MILES W OF
 KA1960'PLAINFIELD AND ABOUT 0.1 MILE S OF U.S. HIGHWAY 40.
 KA1960'
 KA1960'BEACON IS STANDARD ORANGE AND WHITE 50-FOOT REVOLVING AIRWAY BEACON.
 KA1960
 KA1960                          STATION RECOVERY (1948)
 KA1960
 KA1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1960'RECOVERED AS DESCRIBED.
 KA1960
 KA1960                          STATION RECOVERY (1955)
 KA1960
 KA1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1960'THE BEACON TOWER HAS BEEN REMOVED. THE FOUR STEEL FOOTINGS OF THE
 KA1960'TOWER AND THE 50 FOOT LONG CONCRETE ARROW, ON WHICH THE TOWER WAS
 KA1960'CENTERED, ARE STILL IN PLACE. THIS IS STILL AN EXCELLENT STATION FOR
 KA1960'PHOTOGRAMMETRIC IDENTIFICATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2004 ***********************************************************************
 KA2004  DESIGNATION -  INDIANAPOLIS ST LOU AWY BCN 21
 KA2004  PID         -  KA2004
 KA2004  STATE/COUNTY-  IN/HENDRICKS
 KA2004  COUNTRY     -  US
 KA2004  USGS QUAD   -  COATESVILLE (2019)
 KA2004
 KA2004                         *CURRENT SURVEY CONTROL
 KA2004  ______________________________________________________________________
 KA2004* NAD 83(1997) POSITION- 39 38 03.95580(N) 086 37 40.82250(W)   ADJUSTED
 KA2004  ______________________________________________________________________
 KA2004  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 KA2004  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 KA2004  HORZ ORDER      -  THIRD
 KA2004
 KA2004.The horizontal coordinates were established by classical geodetic methods
 KA2004.and adjusted by the National Geodetic Survey in May 1999.
 KA2004
 KA2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2004.GEOID18 height accuracy estimate available here.
 KA2004
 KA2004.Click photographs - Photos may exist for this station.
 KA2004
 KA2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2004
 KA2004. The following values were computed from the NAD 83(1997) position.
 KA2004
 KA2004;                    North         East     Units Scale Factor Converg.
 KA2004;SPC IN W     -   487,028.656   939,087.460   MT  0.99998547   +0 17 25.6
 KA2004;SPC IN W     - 1,597,859.85  3,080,989.44   sFT  0.99998547   +0 17 25.6
 KA2004;UTM  16      - 4,387,250.150   531,921.996   MT  0.99961255   +0 14 14.3
 KA2004
 KA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3192187250(NAD 83)
 KA2004
 KA2004                          SUPERSEDED SURVEY CONTROL
 KA2004
 KA2004  NAD 83(1986)-  39 38 03.95503(N)    086 37 40.81862(W) AD(       ) 3
 KA2004  NAD 27      -  39 38 03.78600(N)    086 37 40.81000(W) AD(       ) 3
 KA2004
 KA2004.Superseded values are not recommended for survey control.
 KA2004
 KA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2004.See file dsdata.pdf to determine how the superseded data were derived.
 KA2004
 KA2004_MARKER: 22 = AIRWAY BEACON
 KA2004
 KA2004  HISTORY     - Date     Condition        Report By
 KA2004  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2004  HISTORY     - 1948     GOOD             CGS
 KA2004
 KA2004                          STATION DESCRIPTION
 KA2004
 KA2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2004'THIS STATION IS AN AIRWAY BEACON ON THE INDIANAPOLIS-ST. LOUIS ROUTE.
 KA2004'IT IS LOCATED ABOUT 3 MILES SE OF STILESVILLE ON LAND OWNED BY
 KA2004'MISS IDA HICKS. 100 FEET E OF THE CENTER LINE OF A MACADAM ROAD.
 KA2004'
 KA2004'BEACON IS STANDARD ORANGE AND WHITE 50-FOOT REVOLVING AIRWAY BEACON.
 KA2004
 KA2004                          STATION RECOVERY (1948)
 KA2004
 KA2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2004'RECOVERED.THE BEACON IS 0.3 MILES SE OF STILESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1953 ***********************************************************************
 KA1953  DESIGNATION -  INDIANAPOLIS VAN CAMP CO STACK
 KA1953  PID         -  KA1953
 KA1953  STATE/COUNTY-  IN/MARION
 KA1953  COUNTRY     -  US
 KA1953  USGS QUAD   -  MAYWOOD (2019)
 KA1953
 KA1953                         *CURRENT SURVEY CONTROL
 KA1953  ______________________________________________________________________
 KA1953* NAD 83(1997) POSITION- 39 44 22.34275(N) 086 09 03.63428(W)   ADJUSTED
 KA1953  ______________________________________________________________________
 KA1953  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 KA1953  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 KA1953  HORZ ORDER      -  THIRD
 KA1953
 KA1953.The horizontal coordinates were established by classical geodetic methods
 KA1953.and adjusted by the National Geodetic Survey in May 1999.
 KA1953
 KA1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1953.GEOID18 height accuracy estimate available here.
 KA1953
 KA1953.Click photographs - Photos may exist for this station.
 KA1953
 KA1953.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1953
 KA1953. The following values were computed from the NAD 83(1997) position.
 KA1953
 KA1953;                    North         East     Units Scale Factor Converg.
 KA1953;SPC IN E     -   498,711.314    58,484.674   MT  0.99998788   -0 18 34.7
 KA1953;SPC IN E     - 1,636,188.70    191,878.47   sFT  0.99998788   -0 18 34.7
 KA1953;UTM  16      - 4,399,193.885   572,744.654   MT  0.99966515   +0 32 34.0
 KA1953
 KA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7274499193(NAD 83)
 KA1953
 KA1953                          SUPERSEDED SURVEY CONTROL
 KA1953
 KA1953  NAD 83(1986)-  39 44 22.34194(N)    086 09 03.64675(W) AD(       ) 3
 KA1953  NAD 27      -  39 44 22.18400(N)    086 09 03.69400(W) AD(       ) 3
 KA1953
 KA1953.Superseded values are not recommended for survey control.
 KA1953
 KA1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1953.See file dsdata.pdf to determine how the superseded data were derived.
 KA1953
 KA1953_MARKER: 63 = STACK
 KA1953
 KA1953  HISTORY     - Date     Condition        Report By
 KA1953  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1953  HISTORY     - 1955     GOOD             CGS
 KA1953  HISTORY     - 1957     GOOD             CGS
 KA1953  HISTORY     - 1960     GOOD             CGS
 KA1953  HISTORY     - 1965     GOOD             CGS
 KA1953
 KA1953                          STATION DESCRIPTION
 KA1953
 KA1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1953'THE STATION IS THE STACK AT THE VAN CAMP CANNED FOODS COMPANY AND IT
 KA1953'IS LOCATED IN THE S PART OF THE CITY OF INDIANAPOLIS. IT
 KA1953'IS ON THE SW PART OF THE GROUNDS OF THE VAN CAMP CANNED FOODS COMPANY
 KA1953'W OF THE POWER HOUSE BUILDING AND ABOUT 100 FEET E OF THE
 KA1953'PENNSYLVANIA RAILROAD TRACKS. IT IS BOUNDED ON THE S BY LEGRANDE
 KA1953'AVENUE, ON THE E BY S EAST STREET, ON THE N BY THE INDIANA
 KA1953'UNION RAILROAD LOCALLY KNOWN AS THE BELT RAILROAD COMPANY TRACKS AND
 KA1953'ON THE W BY THE PENNSYLVANIA RAILROAD TRACKS.
 KA1953'
 KA1953'THE STACK IS BUILT OF YELLOW FIRE BRICK AND IS APPROXIMATELY 200 FEET
 KA1953'HIGH. IT WAS BUILT IN 1919 AND HAS THE WORD VAN CAMP IN
 KA1953'VERTICAL LETTERS ON THE NW, SE AND E SIDES.
 KA1953
 KA1953                          STATION RECOVERY (1955)
 KA1953
 KA1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1953'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE.
 KA1953
 KA1953                          STATION RECOVERY (1957)
 KA1953
 KA1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1953'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 KA1953'ADEQUATE FOR RECOVERY.
 KA1953
 KA1953                          STATION RECOVERY (1960)
 KA1953
 KA1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 KA1953'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KA1953'CONDITION.  NOTE--A NEW STACK NOW EXISTS 200 YARDS EAST OF VAN CAMP
 KA1953'STACK.
 KA1953
 KA1953                          STATION RECOVERY (1965)
 KA1953
 KA1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1953'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THERE
 KA1953'HAS BEEN A NEW STACK ERECTED EAST OF THE STATION ABOUT 400 FEET AND
 KA1953'IS MADE OF YELLOW BRICK AND ABOUT THE SAME HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5375 ***********************************************************************
 DM5375  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5375  DESIGNATION -  INDOT ALBANY CORS ARP
 DM5375  CORS_ID     -  INAB
 DM5375  PID         -  DM5375
 DM5375  STATE/COUNTY-  IN/RANDOLPH
 DM5375  COUNTRY     -  US
 DM5375  USGS QUAD   -  REDKEY (2019)
 DM5375
 DM5375                         *CURRENT SURVEY CONTROL
 DM5375  ______________________________________________________________________
 DM5375* NAD 83(2011) POSITION- 40 17 53.68786(N) 085 12 41.20137(W)   ADJUSTED
 DM5375* NAD 83(2011) ELLIP HT-   267.130 (meters)        (04/??/25)   ADJUSTED
 DM5375* NAD 83(2011) EPOCH   -  2010.00
 DM5375  ______________________________________________________________________
 DM5375  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 DM5375  NAD 83(2011) X  -    406,671.820 (meters)                     COMP
 DM5375  NAD 83(2011) Y  - -4,854,554.580 (meters)                     COMP
 DM5375  NAD 83(2011) Z  -  4,103,471.582 (meters)                     COMP
 DM5375
 DM5375  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5375  Standards:
 DM5375         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5375            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5375  -------------------------------------------------------------------
 DM5375  NETWORK    0.06   0.11           0.03   0.02   0.06     -0.28213000
 DM5375  -------------------------------------------------------------------
 DM5375
 DM5375.The coordinates were established by GPS observations
 DM5375.and adjusted by the National Geodetic Survey in April 2025.
 DM5375
 DM5375.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5375.been affixed to the stable North American Tectonic Plate. 
 DM5375
 DM5375.The coordinates are valid at the epoch date displayed above
 DM5375.which is a decimal equivalence of Year/Month/Day.
 DM5375
 DM5375.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5375.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5375.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5375.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5375.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5375.published epoch of 2010.00.
 DM5375
 DM5375.Additional information on MYCS is available at:
 DM5375.https://geodesy.noaa.gov/CORS/index.shtml
 DM5375
 DM5375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5375.GEOID18 height accuracy estimate available here.
 DM5375
 DM5375.The PID for the CORS L1 Phase Center is DS2885.
 DM5375
 DM5375.Click photographs - Photos may exist for this station.
 DM5375
 DM5375.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5375
 DM5375.The ellipsoidal height was determined by GPS observations
 DM5375.and is referenced to NAD 83.
 DM5375
 DM5375. The following values were computed from the NAD 83(2011) position.
 DM5375
 DM5375;                    North         East     Units Scale Factor Converg.
 DM5375;SPC IN E     -   560,732.532   138,702.275   MT  0.99998510   +0 17 39.9
 DM5375;SPC IN E     - 1,839,669.98    455,059.05   sFT  0.99998510   +0 17 39.9
 DM5375;UTM  16      - 4,462,395.295   652,008.331   MT  0.99988444   +1 09 25.2
 DM5375
 DM5375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5375!SPC IN E     -   0.99995810  x   0.99998510  =   0.99994320
 DM5375!UTM  16      -   0.99995810  x   0.99988444  =   0.99984254
 DM5375
 DM5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5200862395(NAD 83)
 DM5375
 DM5375                          SUPERSEDED SURVEY CONTROL
 DM5375
 DM5375  NAD 83(2011)-  40 17 53.68799(N)    085 12 41.20135(W) AD(2010.00) c
 DM5375  ELLIP H (06/??/19)  267.121  (m)                       GP(2010.00) c c
 DM5375  NAD 83(2011)-  40 17 53.68802(N)    085 12 41.20136(W) AD(2010.00) c
 DM5375  ELLIP H (08/??/11)  267.118  (m)                       GP(2010.00) c c
 DM5375  NAD 83(CORS)-  40 17 53.68851(N)    085 12 41.20247(W) AD(2002.00) c
 DM5375  ELLIP H (02/??/11)  267.102  (m)                       GP(2002.00) c c
 DM5375
 DM5375.Superseded values are not recommended for survey control.
 DM5375
 DM5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5375.See file dsdata.pdf to determine how the superseded data were derived.
 DM5375
 DM5375_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5375
 DM5375                          STATION DESCRIPTION
 DM5375
 DM5375'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5375'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5375'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5375'AND LOG FILES ACCESSIBLE AT:
 DM5375'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4640 ***********************************************************************
 DM4640  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4640  DESIGNATION -  INDOT COLUMBUS CORS ARP
 DM4640  CORS_ID     -  INCB
 DM4640  PID         -  DM4640
 DM4640  STATE/COUNTY-  IN/BARTHOLOMEW
 DM4640  COUNTRY     -  US
 DM4640  USGS QUAD   -  COLUMBUS (2019)
 DM4640
 DM4640                         *CURRENT SURVEY CONTROL
 DM4640  ______________________________________________________________________
 DM4640* NAD 83(2011) POSITION- 39 11 50.49520(N) 085 57 42.93191(W)   ADJUSTED
 DM4640* NAD 83(2011) ELLIP HT-   164.901 (meters)        (04/??/25)   ADJUSTED
 DM4640* NAD 83(2011) EPOCH   -  2010.00
 DM4640  ______________________________________________________________________
 DM4640  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 DM4640  NAD 83(2011) X  -    348,550.305 (meters)                     COMP
 DM4640  NAD 83(2011) Y  - -4,937,349.598 (meters)                     COMP
 DM4640  NAD 83(2011) Z  -  4,009,425.007 (meters)                     COMP
 DM4640
 DM4640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4640  Standards:
 DM4640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4640  -------------------------------------------------------------------
 DM4640  NETWORK    0.16   0.14           0.07   0.07   0.07     -0.13421400
 DM4640  -------------------------------------------------------------------
 DM4640
 DM4640.The coordinates were established by GPS observations
 DM4640.and adjusted by the National Geodetic Survey in April 2025.
 DM4640
 DM4640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4640.been affixed to the stable North American Tectonic Plate. 
 DM4640
 DM4640.The coordinates are valid at the epoch date displayed above
 DM4640.which is a decimal equivalence of Year/Month/Day.
 DM4640
 DM4640.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4640.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4640.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4640.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4640.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4640.published epoch of 2010.00.
 DM4640
 DM4640.Additional information on MYCS is available at:
 DM4640.https://geodesy.noaa.gov/CORS/index.shtml
 DM4640
 DM4640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4640.GEOID18 height accuracy estimate available here.
 DM4640
 DM4640.The PID for the CORS L1 Phase Center is DM4641.
 DM4640
 DM4640.Click photographs - Photos may exist for this station.
 DM4640
 DM4640.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4640
 DM4640.The ellipsoidal height was determined by GPS observations
 DM4640.and is referenced to NAD 83.
 DM4640
 DM4640. The following values were computed from the NAD 83(2011) position.
 DM4640
 DM4640;                    North         East     Units Scale Factor Converg.
 DM4640;SPC IN E     -   438,447.457    74,494.821   MT  0.99997467   -0 11 11.8
 DM4640;SPC IN E     - 1,438,473.03    244,405.09   sFT  0.99997467   -0 11 11.8
 DM4640;UTM  16      - 4,339,191.414   589,639.436   MT  0.99969894   +0 39 22.0
 DM4640
 DM4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4640!SPC IN E     -   0.99997413  x   0.99997467  =   0.99994880
 DM4640!UTM  16      -   0.99997413  x   0.99969894  =   0.99967308
 DM4640
 DM4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8963939191(NAD 83)
 DM4640
 DM4640                          SUPERSEDED SURVEY CONTROL
 DM4640
 DM4640  NAD 83(2011)-  39 11 50.49542(N)    085 57 42.93248(W) AD(2010.00) c
 DM4640  ELLIP H (01/??/22)  164.909  (m)                       GP(2010.00) c c
 DM4640  NAD 83(2011)-  39 11 50.49516(N)    085 57 42.93173(W) AD(2010.00) c
 DM4640  ELLIP H (06/??/19)  164.910  (m)                       GP(2010.00) c c
 DM4640  NAD 83(2011)-  39 11 50.49515(N)    085 57 42.93170(W) AD(2010.00) c
 DM4640  ELLIP H (08/??/11)  164.897  (m)                       GP(2010.00) c c
 DM4640  NAD 83(CORS)-  39 11 50.49560(N)    085 57 42.93272(W) AD(2002.00) c
 DM4640  ELLIP H (12/??/10)  164.884  (m)                       GP(2002.00) c c
 DM4640
 DM4640.Superseded values are not recommended for survey control.
 DM4640
 DM4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4640.See file dsdata.pdf to determine how the superseded data were derived.
 DM4640
 DM4640_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4640
 DM4640                          STATION DESCRIPTION
 DM4640
 DM4640'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4640'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4640'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4640'AND LOG FILES ACCESSIBLE AT:
 DM4640'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4648 ***********************************************************************
 DM4648  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4648  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4648  DESIGNATION -  INDOT GREENSBURG CORS ARP
 DM4648  CORS_ID     -  INGG
 DM4648  PID         -  DM4648
 DM4648  STATE/COUNTY-  IN/DECATUR
 DM4648  COUNTRY     -  US
 DM4648  USGS QUAD   -  FOREST HILL (2019)
 DM4648
 DM4648                         *CURRENT SURVEY CONTROL
 DM4648  ______________________________________________________________________
 DM4648* NAD 83(2011) POSITION- 39 21 35.41568(N) 085 30 53.73735(W)   ADJUSTED
 DM4648* NAD 83(2011) ELLIP HT-   254.618 (meters)        (04/??/25)   ADJUSTED
 DM4648* NAD 83(2011) EPOCH   -  2010.00
 DM4648* NAVD 88 ORTHO HEIGHT -   288.75  (meters)      947.3   (feet) GPS OBS
 DM4648  ______________________________________________________________________
 DM4648  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DM4648  GEOID HEIGHT    -        -34.140 (meters)                     GEOID12B
 DM4648  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 DM4648  NAD 83(2011) X  -    386,170.878 (meters)                     COMP
 DM4648  NAD 83(2011) Y  - -4,923,163.976 (meters)                     COMP
 DM4648  NAD 83(2011) Z  -  4,023,445.389 (meters)                     COMP
 DM4648
 DM4648  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4648  Standards:
 DM4648         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4648            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4648  -------------------------------------------------------------------
 DM4648  NETWORK    0.06   0.10           0.03   0.02   0.05     -0.26290000
 DM4648  -------------------------------------------------------------------
 DM4648
 DM4648.The coordinates were established by GPS observations
 DM4648.and adjusted by the National Geodetic Survey in April 2025.
 DM4648
 DM4648.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4648.been affixed to the stable North American Tectonic Plate. 
 DM4648
 DM4648.The coordinates are valid at the epoch date displayed above
 DM4648.which is a decimal equivalence of Year/Month/Day.
 DM4648
 DM4648.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4648.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4648.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4648.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4648.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4648.published epoch of 2010.00.
 DM4648
 DM4648.Additional information on MYCS is available at:
 DM4648.https://geodesy.noaa.gov/CORS/index.shtml
 DM4648
 DM4648.The orthometric height was determined by GPS observations and a
 DM4648.high-resolution geoid model using precise GPS observation and
 DM4648.processing techniques.
 DM4648
 DM4648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4648.GEOID18 height accuracy estimate available here.
 DM4648
 DM4648.The PID for the CORS L1 Phase Center is DN5886.
 DM4648
 DM4648.Click photographs - Photos may exist for this station.
 DM4648
 DM4648.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4648
 DM4648.The ellipsoidal height was determined by GPS observations
 DM4648.and is referenced to NAD 83.
 DM4648
 DM4648. The following values were computed from the NAD 83(2011) position.
 DM4648
 DM4648;                    North         East     Units Scale Factor Converg.
 DM4648;SPC IN E     -   456,454.733   113,077.386   MT  0.99996877   +0 05 46.4
 DM4648;SPC IN E     - 1,497,551.90    370,988.06   sFT  0.99996877   +0 05 46.4
 DM4648;UTM  16      - 4,357,761.084   627,944.017   MT  0.99980155   +0 56 31.0
 DM4648
 DM4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4648!SPC IN E     -   0.99996005  x   0.99996877  =   0.99992883
 DM4648!UTM  16      -   0.99996005  x   0.99980155  =   0.99976161
 DM4648
 DM4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2794457761(NAD 83)
 DM4648
 DM4648                          SUPERSEDED SURVEY CONTROL
 DM4648
 DM4648  NAD 83(2011)-  39 21 35.41581(N)    085 30 53.73734(W) AD(2010.00) c
 DM4648  ELLIP H (06/??/19)  254.620  (m)                       GP(2010.00) c c
 DM4648  NAD 83(2011)-  39 21 35.41599(N)    085 30 53.73714(W) AD(2010.00) c
 DM4648  ELLIP H (04/??/13)  254.611  (m)                       GP(2010.00) c c
 DM4648  NAD 83(2011)-  39 21 35.41532(N)    085 30 53.73748(W) AD(2010.00) c
 DM4648  ELLIP H (08/??/11)  254.615  (m)                       GP(2010.00) c c
 DM4648  NAD 83(CORS)-  39 21 35.41572(N)    085 30 53.73823(W) AD(2002.00) c
 DM4648  ELLIP H (12/??/10)  254.603  (m)                       GP(2002.00) c c
 DM4648
 DM4648.Superseded values are not recommended for survey control.
 DM4648
 DM4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4648.See file dsdata.pdf to determine how the superseded data were derived.
 DM4648
 DM4648_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4648
 DM4648                          STATION DESCRIPTION
 DM4648
 DM4648'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4648'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4648'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4648'AND LOG FILES ACCESSIBLE AT:
 DM4648'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5385 ***********************************************************************
 DM5385  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5385  DESIGNATION -  INDOT MONTICELLO CORS ARP
 DM5385  CORS_ID     -  INMO
 DM5385  PID         -  DM5385
 DM5385  STATE/COUNTY-  IN/CARROLL
 DM5385  COUNTRY     -  US
 DM5385  USGS QUAD   -  MONTICELLO SOUTH (2019)
 DM5385
 DM5385                         *CURRENT SURVEY CONTROL
 DM5385  ______________________________________________________________________
 DM5385* NAD 83(2011) POSITION- 40 43 33.35247(N) 086 45 09.94414(W)   ADJUSTED
 DM5385* NAD 83(2011) ELLIP HT-   167.239 (meters)        (04/??/25)   ADJUSTED
 DM5385* NAD 83(2011) EPOCH   -  2010.00
 DM5385  ______________________________________________________________________
 DM5385  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 DM5385  NAD 83(2011) X  -    274,195.833 (meters)                     COMP
 DM5385  NAD 83(2011) Y  - -4,832,858.242 (meters)                     COMP
 DM5385  NAD 83(2011) Z  -  4,139,514.546 (meters)                     COMP
 DM5385
 DM5385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5385  Standards:
 DM5385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5385  -------------------------------------------------------------------
 DM5385  NETWORK    0.07   0.11           0.03   0.02   0.06     -0.33078900
 DM5385  -------------------------------------------------------------------
 DM5385
 DM5385.The coordinates were established by GPS observations
 DM5385.and adjusted by the National Geodetic Survey in April 2025.
 DM5385
 DM5385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5385.been affixed to the stable North American Tectonic Plate. 
 DM5385
 DM5385.The coordinates are valid at the epoch date displayed above
 DM5385.which is a decimal equivalence of Year/Month/Day.
 DM5385
 DM5385.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5385.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5385.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5385.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5385.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5385.published epoch of 2010.00.
 DM5385
 DM5385.Additional information on MYCS is available at:
 DM5385.https://geodesy.noaa.gov/CORS/index.shtml
 DM5385
 DM5385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5385.GEOID18 height accuracy estimate available here.
 DM5385
 DM5385.The PID for the CORS L1 Phase Center is DS2889.
 DM5385
 DM5385.Click photographs - Photos may exist for this station.
 DM5385
 DM5385.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5385
 DM5385.The ellipsoidal height was determined by GPS observations
 DM5385.and is referenced to NAD 83.
 DM5385
 DM5385. The following values were computed from the NAD 83(2011) position.
 DM5385
 DM5385;                    North         East     Units Scale Factor Converg.
 DM5385;SPC IN W     -   608,176.092   927,926.638   MT  0.99997626   +0 12 56.4
 DM5385;SPC IN W     - 1,995,324.40  3,044,372.64   sFT  0.99997626   +0 12 56.4
 DM5385;UTM  16      - 4,508,362.946   520,878.973   MT  0.99960537   +0 09 40.7
 DM5385
 DM5385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5385!SPC IN W     -   0.99997377  x   0.99997626  =   0.99995003
 DM5385!UTM  16      -   0.99997377  x   0.99960537  =   0.99957915
 DM5385
 DM5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2087808362(NAD 83)
 DM5385
 DM5385                          SUPERSEDED SURVEY CONTROL
 DM5385
 DM5385  NAD 83(2011)-  40 43 33.35258(N)    086 45 09.94413(W) AD(2010.00) c
 DM5385  ELLIP H (06/??/19)  167.238  (m)                       GP(2010.00) c c
 DM5385  NAD 83(2011)-  40 43 33.35265(N)    086 45 09.94408(W) AD(2010.00) c
 DM5385  ELLIP H (08/??/11)  167.231  (m)                       GP(2010.00) c c
 DM5385  NAD 83(CORS)-  40 43 33.35303(N)    086 45 09.94517(W) AD(2002.00) c
 DM5385  ELLIP H (02/??/11)  167.217  (m)                       GP(2002.00) c c
 DM5385
 DM5385.Superseded values are not recommended for survey control.
 DM5385
 DM5385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5385.See file dsdata.pdf to determine how the superseded data were derived.
 DM5385
 DM5385_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5385
 DM5385                          STATION DESCRIPTION
 DM5385
 DM5385'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5385'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5385'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5385'AND LOG FILES ACCESSIBLE AT:
 DM5385'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4662 ***********************************************************************
 DM4662  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4662  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4662  DESIGNATION -  INDOT VINCENNES CORS ARP
 DM4662  CORS_ID     -  INVI
 DM4662  PID         -  DM4662
 DM4662  STATE/COUNTY-  IN/KNOX
 DM4662  COUNTRY     -  US
 DM4662  USGS QUAD   -  VINCENNES (2019)
 DM4662
 DM4662                         *CURRENT SURVEY CONTROL
 DM4662  ______________________________________________________________________
 DM4662* NAD 83(2011) POSITION- 38 37 38.55539(N) 087 31 50.13554(W)   ADJUSTED
 DM4662* NAD 83(2011) ELLIP HT-   102.193 (meters)        (04/??/25)   ADJUSTED
 DM4662* NAD 83(2011) EPOCH   -  2010.00
 DM4662* NAVD 88 ORTHO HEIGHT -   133.94  (meters)      439.4   (feet) GPS OBS
 DM4662  ______________________________________________________________________
 DM4662  GEOID HEIGHT    -        -31.732 (meters)                     GEOID18
 DM4662  NAD 83(2011) X  -    214,970.162 (meters)                     COMP
 DM4662  NAD 83(2011) Y  - -4,984,701.460 (meters)                     COMP
 DM4662  NAD 83(2011) Z  -  3,960,149.243 (meters)                     COMP
 DM4662
 DM4662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4662  Standards:
 DM4662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4662  -------------------------------------------------------------------
 DM4662  NETWORK    0.06   0.09           0.03   0.02   0.04     -0.31593300
 DM4662  -------------------------------------------------------------------
 DM4662
 DM4662.The coordinates were established by GPS observations
 DM4662.and adjusted by the National Geodetic Survey in April 2025.
 DM4662
 DM4662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4662.been affixed to the stable North American Tectonic Plate. 
 DM4662
 DM4662.The coordinates are valid at the epoch date displayed above
 DM4662.which is a decimal equivalence of Year/Month/Day.
 DM4662
 DM4662.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4662.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4662.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4662.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4662.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4662.published epoch of 2010.00.
 DM4662
 DM4662.Additional information on MYCS is available at:
 DM4662.https://geodesy.noaa.gov/CORS/index.shtml
 DM4662
 DM4662.The orthometric height was determined by GPS observations and a
 DM4662.high-resolution geoid model using precise GPS observation and
 DM4662.processing techniques.
 DM4662
 DM4662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4662.GEOID18 height accuracy estimate available here.
 DM4662
 DM4662.The PID for the CORS L1 Phase Center is DS2880.
 DM4662
 DM4662.Click photographs - Photos may exist for this station.
 DM4662
 DM4662.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4662
 DM4662.The ellipsoidal height was determined by GPS observations
 DM4662.and is referenced to NAD 83.
 DM4662
 DM4662. The following values were computed from the NAD 83(2011) position.
 DM4662
 DM4662;                    North         East     Units Scale Factor Converg.
 DM4662;SPC IN W     -   375,226.910   861,054.301   MT  0.99998534   -0 16 45.1
 DM4662;SPC IN W     - 1,231,056.95  2,824,975.65   sFT  0.99998534   -0 16 45.1
 DM4662;UTM  16      - 4,275,560.975   453,814.848   MT  0.99962627   -0 19 52.4
 DM4662
 DM4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4662!SPC IN W     -   0.99998397  x   0.99998534  =   0.99996931
 DM4662!UTM  16      -   0.99998397  x   0.99962627  =   0.99961024
 DM4662
 DM4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5381475560(NAD 83)
 DM4662
 DM4662                          SUPERSEDED SURVEY CONTROL
 DM4662
 DM4662  NAD 83(2011)-  38 37 38.55552(N)    087 31 50.13555(W) AD(2010.00) c
 DM4662  ELLIP H (06/??/19)  102.195  (m)                       GP(2010.00) c c
 DM4662  NAD 83(2011)-  38 37 38.55549(N)    087 31 50.13554(W) AD(2010.00) c
 DM4662  ELLIP H (08/??/11)  102.185  (m)                       GP(2010.00) c c
 DM4662  NAD 83(CORS)-  38 37 38.55593(N)    087 31 50.13644(W) AD(2002.00) c
 DM4662  ELLIP H (12/??/10)  102.175  (m)                       GP(2002.00) c c
 DM4662
 DM4662.Superseded values are not recommended for survey control.
 DM4662
 DM4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4662.See file dsdata.pdf to determine how the superseded data were derived.
 DM4662
 DM4662_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4662
 DM4662                          STATION DESCRIPTION
 DM4662
 DM4662'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4662'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4662'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4662'AND LOG FILES ACCESSIBLE AT:
 DM4662'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR6811 ***********************************************************************
 DR6811  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR6811  DESIGNATION -  INEV EVANSVILLE CORS ARP
 DR6811  CORS_ID     -  INEV
 DR6811  PID         -  DR6811
 DR6811  STATE/COUNTY-  IN/VANDERBURGH
 DR6811  COUNTRY     -  US
 DR6811  USGS QUAD   -  HAUBSTADT (2019)
 DR6811
 DR6811                         *CURRENT SURVEY CONTROL
 DR6811  ______________________________________________________________________
 DR6811* NAD 83(2011) POSITION- 38 07 46.18338(N) 087 32 58.46002(W)   ADJUSTED
 DR6811* NAD 83(2011) ELLIP HT-   111.690 (meters)        (06/??/25)   ADJUSTED
 DR6811* NAD 83(2011) EPOCH   -  2010.00
 DR6811  ______________________________________________________________________
 DR6811  GEOID HEIGHT    -        -31.262 (meters)                     GEOID18
 DR6811  NAD 83(2011) X  -    214,786.352 (meters)                     COMP
 DR6811  NAD 83(2011) Y  - -5,019,061.364 (meters)                     COMP
 DR6811  NAD 83(2011) Z  -  3,916,829.542 (meters)                     COMP
 DR6811
 DR6811.Formal positional accuracy estimates are not available for this CORS
 DR6811.because its coordinates were determined in part using modeled velocities.
 DR6811.A time-series residual plot is available that shows daily coordinate
 DR6811.variations relative to the published coordinates and modeled velocities.
 DR6811.Large residuals may indicate a potential error in the modeled velocities.
 DR6811
 DR6811.Residual plot at:
 DR6811.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INEV.
 DR6811
 DR6811.The coordinates were established by GPS observations
 DR6811.and adjusted by the National Geodetic Survey in June 2025.
 DR6811
 DR6811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6811.been affixed to the stable North American Tectonic Plate. 
 DR6811
 DR6811.The coordinates are valid at the epoch date displayed above
 DR6811.which is a decimal equivalence of Year/Month/Day.
 DR6811
 DR6811.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR6811.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR6811.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR6811.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR6811.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR6811.published epoch of 2010.00.
 DR6811
 DR6811.Additional information on MYCS is available at:
 DR6811.https://geodesy.noaa.gov/CORS/index.shtml
 DR6811
 DR6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6811.GEOID18 height accuracy estimate available here.
 DR6811
 DR6811.The PID for the CORS L1 Phase Center is DR6812.
 DR6811
 DR6811.Click photographs - Photos may exist for this station.
 DR6811
 DR6811.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR6811
 DR6811.The ellipsoidal height was determined by GPS observations
 DR6811.and is referenced to NAD 83.
 DR6811
 DR6811. The following values were computed from the NAD 83(2011) position.
 DR6811
 DR6811;                    North         East     Units Scale Factor Converg.
 DR6811;SPC IN W     -   319,969.931   859,122.459   MT  0.99998724   -0 17 16.4
 DR6811;SPC IN W     - 1,049,768.02  2,818,637.60   sFT  0.99998724   -0 17 16.4
 DR6811;UTM  16      - 4,220,325.592   451,833.820   MT  0.99962857   -0 20 21.6
 DR6811
 DR6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6811!SPC IN W     -   0.99998247  x   0.99998724  =   0.99996972
 DR6811!UTM  16      -   0.99998247  x   0.99962857  =   0.99961105
 DR6811
 DR6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5183320325(NAD 83)
 DR6811
 DR6811                          SUPERSEDED SURVEY CONTROL
 DR6811
 DR6811  NAD 83(2011)-  38 07 46.18354(N)    087 32 58.45993(W) AD(2010.00) c
 DR6811  ELLIP H (05/??/21)  111.691  (m)                       GP(2010.00) c c
 DR6811
 DR6811.Superseded values are not recommended for survey control.
 DR6811
 DR6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6811.See file dsdata.pdf to determine how the superseded data were derived.
 DR6811
 DR6811_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR6811
 DR6811                          STATION DESCRIPTION
 DR6811
 DR6811'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR6811'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR6811'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR6811'AND LOG FILES ACCESSIBLE AT:
 DR6811'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR6813 ***********************************************************************
 DR6813  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR6813  DESIGNATION -  INEV EVANSVILLE CORS GRP
 DR6813  CORS_ID     -  INEV
 DR6813  PID         -  DR6813
 DR6813  STATE/COUNTY-  IN/VANDERBURGH
 DR6813  COUNTRY     -  US
 DR6813  USGS QUAD   -  HAUBSTADT (2019)
 DR6813
 DR6813                         *CURRENT SURVEY CONTROL
 DR6813  ______________________________________________________________________
 DR6813* NAD 83(2011) POSITION- 38 07 46.18338(N) 087 32 58.46002(W)   ADJUSTED
 DR6813* NAD 83(2011) ELLIP HT-   111.655 (meters)        (06/??/25)   ADJUSTED
 DR6813* NAD 83(2011) EPOCH   -  2010.00
 DR6813  ______________________________________________________________________
 DR6813  GEOID HEIGHT    -        -31.262 (meters)                     GEOID18
 DR6813  NAD 83(2011) X  -    214,786.351 (meters)                     COMP
 DR6813  NAD 83(2011) Y  - -5,019,061.336 (meters)                     COMP
 DR6813  NAD 83(2011) Z  -  3,916,829.521 (meters)                     COMP
 DR6813  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DR6813
 DR6813.Formal positional accuracy estimates are not available for this CORS
 DR6813.because its coordinates were determined in part using modeled velocities.
 DR6813.A time-series residual plot is available that shows daily coordinate
 DR6813.variations relative to the published coordinates and modeled velocities.
 DR6813.Large residuals may indicate a potential error in the modeled velocities.
 DR6813
 DR6813.Residual plot at:
 DR6813.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INEV.
 DR6813
 DR6813.The horizontal coordinates were established by GPS observations
 DR6813.and adjusted by the National Geodetic Survey in June 2025.
 DR6813
 DR6813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6813.been affixed to the stable North American Tectonic Plate. 
 DR6813
 DR6813.The horizontal coordinates are valid at the epoch date displayed above
 DR6813.which is a decimal equivalence of Year/Month/Day.
 DR6813
 DR6813.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR6813.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR6813.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR6813.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR6813.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR6813.published epoch of 2010.00.
 DR6813
 DR6813.Additional information on MYCS is available at:
 DR6813.https://geodesy.noaa.gov/CORS/index.shtml
 DR6813
 DR6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6813.GEOID18 height accuracy estimate available here.
 DR6813
 DR6813.Click photographs - Photos may exist for this station.
 DR6813
 DR6813.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR6813
 DR6813.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6813
 DR6813.The ellipsoidal height was determined by GPS observations
 DR6813.and is referenced to NAD 83.
 DR6813
 DR6813. The following values were computed from the NAD 83(2011) position.
 DR6813
 DR6813;                    North         East     Units Scale Factor Converg.
 DR6813;SPC IN W     -   319,969.931   859,122.459   MT  0.99998724   -0 17 16.4
 DR6813;SPC IN W     - 1,049,768.02  2,818,637.60   sFT  0.99998724   -0 17 16.4
 DR6813;UTM  16      - 4,220,325.592   451,833.820   MT  0.99962857   -0 20 21.6
 DR6813
 DR6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6813!SPC IN W     -   0.99998248  x   0.99998724  =   0.99996972
 DR6813!UTM  16      -   0.99998248  x   0.99962857  =   0.99961106
 DR6813
 DR6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5183320325(NAD 83)
 DR6813
 DR6813                          SUPERSEDED SURVEY CONTROL
 DR6813
 DR6813  NAD 83(2011)-  38 07 46.18354(N)    087 32 58.45993(W) AD(2010.00) A
 DR6813  ELLIP H (05/??/21)  111.656  (m)                       GP(2010.00) 4 1
 DR6813
 DR6813.Superseded values are not recommended for survey control.
 DR6813
 DR6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6813.See file dsdata.pdf to determine how the superseded data were derived.
 DR6813
 DR6813_STAMPING: UNKNOWN
 DR6813
 DR6813                          STATION DESCRIPTION
 DR6813
 DR6813'THIS MONUMENT IS ASSOCIATED WITH STATION 'INEV'
 DR6813'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR6813'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR6813'AND LOG FILES ACCESSIBLE AT:
 DR6813'https://geodesy.noaa.gov/CORS/index.shtml
 DR6813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3507 ***********************************************************************
 DM3507  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3507  DESIGNATION -  INSB SALISBURY CORS ARP
 DM3507  CORS_ID     -  INSB
 DM3507  PID         -  DM3507
 DM3507  STATE/COUNTY-  IN/WAYNE
 DM3507  COUNTRY     -  US
 DM3507  USGS QUAD   -  RICHMOND (2019)
 DM3507
 DM3507                         *CURRENT SURVEY CONTROL
 DM3507  ______________________________________________________________________
 DM3507* NAD 83(2011) POSITION- 39 52 01.86056(N) 084 56 27.05044(W)   ADJUSTED
 DM3507* NAD 83(2011) ELLIP HT-   292.050 (meters)        (04/??/25)   ADJUSTED
 DM3507* NAD 83(2011) EPOCH   -  2010.00
 DM3507  ______________________________________________________________________
 DM3507  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 DM3507  NAD 83(2011) X  -    432,313.918 (meters)                     COMP
 DM3507  NAD 83(2011) Y  - -4,883,299.059 (meters)                     COMP
 DM3507  NAD 83(2011) Z  -  4,066,864.897 (meters)                     COMP
 DM3507
 DM3507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3507  Standards:
 DM3507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3507  -------------------------------------------------------------------
 DM3507  NETWORK    0.06   0.09           0.03   0.02   0.05     -0.32800800
 DM3507  -------------------------------------------------------------------
 DM3507
 DM3507.The coordinates were established by GPS observations
 DM3507.and adjusted by the National Geodetic Survey in April 2025.
 DM3507
 DM3507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3507.been affixed to the stable North American Tectonic Plate. 
 DM3507
 DM3507.The coordinates are valid at the epoch date displayed above
 DM3507.which is a decimal equivalence of Year/Month/Day.
 DM3507
 DM3507.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3507.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3507.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3507.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3507.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3507.published epoch of 2010.00.
 DM3507
 DM3507.Additional information on MYCS is available at:
 DM3507.https://geodesy.noaa.gov/CORS/index.shtml
 DM3507
 DM3507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3507.GEOID18 height accuracy estimate available here.
 DM3507
 DM3507.The PID for the CORS L1 Phase Center is DS2853.
 DM3507
 DM3507.Click photographs - Photos may exist for this station.
 DM3507
 DM3507.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3507
 DM3507.The ellipsoidal height was determined by GPS observations
 DM3507.and is referenced to NAD 83.
 DM3507
 DM3507. The following values were computed from the NAD 83(2011) position.
 DM3507
 DM3507;                    North         East     Units Scale Factor Converg.
 DM3507;SPC IN E     -   513,023.202   162,098.658   MT  1.00001412   +0 27 55.0
 DM3507;SPC IN E     - 1,683,143.62    531,818.68   sFT  1.00001412   +0 27 55.0
 DM3507;UTM  16      - 4,415,045.144   676,115.557   MT  0.99998186   +1 19 13.0
 DM3507
 DM3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3507!SPC IN E     -   0.99995419  x   1.00001412  =   0.99996830
 DM3507!UTM  16      -   0.99995419  x   0.99998186  =   0.99993605
 DM3507
 DM3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7611515045(NAD 83)
 DM3507
 DM3507                          SUPERSEDED SURVEY CONTROL
 DM3507
 DM3507  NAD 83(2011)-  39 52 01.86063(N)    084 56 27.05047(W) AD(2010.00) c
 DM3507  ELLIP H (06/??/19)  292.045  (m)                       GP(2010.00) c c
 DM3507  NAD 83(2011)-  39 52 01.86058(N)    084 56 27.05025(W) AD(2010.00) c
 DM3507  ELLIP H (08/??/11)  292.034  (m)                       GP(2010.00) c c
 DM3507  NAD 83(CORS)-  39 52 01.86100(N)    084 56 27.05099(W) AD(2002.00) c
 DM3507  ELLIP H (09/??/10)  292.014  (m)                       GP(2002.00) c c
 DM3507
 DM3507.Superseded values are not recommended for survey control.
 DM3507
 DM3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3507.See file dsdata.pdf to determine how the superseded data were derived.
 DM3507
 DM3507_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3507
 DM3507                          STATION DESCRIPTION
 DM3507
 DM3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3507'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3507'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3507'AND LOG FILES ACCESSIBLE AT:
 DM3507'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0249 ***********************************************************************
 ME0249  DESIGNATION -  INWOOD
 ME0249  PID         -  ME0249
 ME0249  STATE/COUNTY-  IN/MARSHALL
 ME0249  COUNTRY     -  US
 ME0249  USGS QUAD   -  INWOOD (2019)
 ME0249
 ME0249                         *CURRENT SURVEY CONTROL
 ME0249  ______________________________________________________________________
 ME0249* NAD 83(1997) POSITION- 41 18 53.22904(N) 086 11 50.41501(W)   ADJUSTED
 ME0249* NAVD 88 ORTHO HEIGHT -   255.946 (meters)      839.72  (feet) ADJUSTED
 ME0249  ______________________________________________________________________
 ME0249  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0249  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 ME0249  DYNAMIC HEIGHT  -        255.837 (meters)      839.36  (feet) COMP
 ME0249  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 ME0249
 ME0249  HORZ ORDER      -  THIRD
 ME0249  VERT ORDER      -  FIRST     CLASS I
 ME0249
 ME0249.The horizontal coordinates were established by classical geodetic methods
 ME0249.and adjusted by the National Geodetic Survey in May 1999.
 ME0249
 ME0249.The orthometric height was determined by differential leveling and
 ME0249.adjusted by the NATIONAL GEODETIC SURVEY
 ME0249.in June 1991.
 ME0249
 ME0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0249.GEOID18 height accuracy estimate available here.
 ME0249
 ME0249.Click photographs - Photos may exist for this station.
 ME0249
 ME0249.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0249
 ME0249.The dynamic height is computed by dividing the NAVD 88
 ME0249.geopotential number by the normal gravity value computed on the
 ME0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0249.degrees latitude (g = 980.6199 gals.).
 ME0249
 ME0249.The modeled gravity was interpolated from observed gravity values.
 ME0249
 ME0249. The following values were computed from the NAD 83(1997) position.
 ME0249
 ME0249;                    North         East     Units Scale Factor Converg.
 ME0249;SPC IN E     -   673,652.038    55,566.405   MT  0.99999096   -0 21 01.3
 ME0249;SPC IN E     - 2,210,140.06    182,304.11   sFT  0.99999096   -0 21 01.3
 ME0249;UTM  16      - 4,574,012.926   567,183.244   MT  0.99965555   +0 31 47.8
 ME0249
 ME0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0249!SPC IN E     -   0.99996515  x   0.99999096  =   0.99995611
 ME0249!UTM  16      -   0.99996515  x   0.99965555  =   0.99962072
 ME0249
 ME0249:                Primary Azimuth Mark                     Grid Az
 ME0249:SPC IN E     -  INWOOD AZ MK                             106 13 49.8
 ME0249:UTM  16      -  INWOOD AZ MK                             105 21 00.7
 ME0249
 ME0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6718374012(NAD 83)
 ME0249
 ME0249|---------------------------------------------------------------------|
 ME0249| PID    Reference Object                     Distance      Geod. Az  |
 ME0249|                                                           dddmmss.s |
 ME0249| ME0247 INWOOD AZ MK                                       1055248.5 |
 ME0249| ME0248 INWOOD RM 1                          27.847 METERS 12254     |
 ME0249| ME0250 INWOOD RM 2                          27.188 METERS 27036     |
 ME0249|---------------------------------------------------------------------|
 ME0249
 ME0249                          SUPERSEDED SURVEY CONTROL
 ME0249
 ME0249  NAD 83(1986)-  41 18 53.23375(N)    086 11 50.42314(W) AD(       ) 3
 ME0249  NAD 27      -  41 18 53.07360(N)    086 11 50.41120(W) AD(       ) 3
 ME0249  NGVD 29 (01/19/93)  256.068  (m)          840.12   (f) ADJUSTED    1 1
 ME0249  NGVD 29 (??/??/92)  256.068  (m)          840.12   (f) SUPERSEDED  1 1
 ME0249  NGVD 29             256.07   (m)          840.1    (f) LEVELING    3  
 ME0249
 ME0249.Superseded values are not recommended for survey control.
 ME0249
 ME0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0249.See file dsdata.pdf to determine how the superseded data were derived.
 ME0249
 ME0249_MARKER: DS = TRIANGULATION STATION DISK
 ME0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0249_STAMPING: INWOOD 1952
 ME0249_MARK LOGO: CGS
 ME0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0249+STABILITY: SURFACE MOTION
 ME0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0249+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0249
 ME0249  HISTORY     - Date     Condition        Report By
 ME0249  HISTORY     - 1952     MONUMENTED       CGS
 ME0249  HISTORY     - 1968     GOOD             CGS
 ME0249  HISTORY     - 1968     GOOD             CGS
 ME0249  HISTORY     - 1974     GOOD             BRADY
 ME0249  HISTORY     - 1975     GOOD             NGS
 ME0249  HISTORY     - 1983     GOOD             USPSQD
 ME0249  HISTORY     - 1989     GOOD             USPSQD
 ME0249  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0249  HISTORY     - 19920909 GOOD             NGS
 ME0249
 ME0249                          STATION DESCRIPTION
 ME0249
 ME0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0249'STATION IS LOCATED 6 MILES SOUTHEAST OF PLYMOUTH AND 0.4 MILE
 ME0249'SOUTHEAST OF INWOOD ON THE SOUTH SIDE OF U.S. HIGHWAY 30 AND ON THE
 ME0249'HIGHWAY RIGHT OF WAY.
 ME0249'
 ME0249'IT IS 68 FEET SOUTH OF THE CENTER OF HIGHWAY 30, 53 FEET NORTH OF THE
 ME0249'NORTH RAIL OF THE PENNA. RAILROAD TRACKS AND 36 FEET EAST OF AN 8 INCH
 ME0249'IRONWOOD TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME0249'INWOOD 1952.
 ME0249'
 ME0249'REFERENCE MARK NO. 1 IS 74 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 ME0249'29 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.  THE MARK
 ME0249'PROJECTS 6 INCHES AND THE DISK IS STAMPED INWOOD NO 1 1952.
 ME0249'
 ME0249'REFERENCE MARK NO. 2 IS 55 FEET SOUTHWEST OF THE 8 INCH IRONWOOD TREE,
 ME0249'49 FEET SOUTHEAST OF A FENCE CORNER AND 26 FEET NORTH OF THE NORTH
 ME0249'RAIL OF THE RAILROAD TRACKS.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME0249'IS STAMPED INWOOD NO 2 1952.
 ME0249'
 ME0249'AZIMUTH MARK IS 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 ME0249'62 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4 FEET WEST OF A TELEPHONE
 ME0249'POLE, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 ME0249'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED INWOOD 1952.
 ME0249'
 ME0249'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND 31
 ME0249'IN PLYMOUTH GO SOUTHEAST ON HIGHWAY 30 FOR 5.7 MILES TO A PAVED
 ME0249'CROSSROAD IN INWOOD, CONTINUE ON HIGHWAY 30 FOR 0.4 MILE TO THE
 ME0249'STATION ON THE RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.4
 ME0249'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME0249'
 ME0249'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0249
 ME0249                          STATION RECOVERY (1968)
 ME0249
 ME0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0249'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 ME0249'AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 ME0249
 ME0249                          STATION RECOVERY (1968)
 ME0249
 ME0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0249'0.3 MI SE FROM INWOOD.  ABOUT 0.3 MILE SOUTHEAST ALONG THE PENN
 ME0249'CENTRAL RAILROAD FROM THE CROSSING OF HAWTHORN ROAD AT INWOOD, BETWEEN
 ME0249'THE TRACK AND U.S. HIGHWAY 30, IN SECTION 17, R 3 E, T 33 N, AT THE
 ME0249'OUTSIDE OF A CURVE, 77 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 ME0249'HIGHWAY AND A GRAVELED DRIVEWAY LEADING NORTHEAST, 66 FEET SOUTHWEST
 ME0249'OF THE CENTER LINE OF U.S. HIGHWAY 30, 52.3 FEET NORTHEAST OF THE
 ME0249'NORTHEAST RAIL OF THE WESTBOUND TRACK, 48 1/2 FEET NORTHEAST OF A
 ME0249'WHISTLE POST, ABOUT LEVEL WITH THE HIGHWAY, 3 FEET BELOW THE LEVEL OF
 ME0249'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE
 ME0249'LEVEL OF THE GROUND.
 ME0249
 ME0249                          STATION RECOVERY (1974)
 ME0249
 ME0249'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (KM)
 ME0249'RECOVERED BY BRADY LAND SURVEYING INC
 ME0249'
 ME0249'INWOOD 1952 GOOD
 ME0249'INWOOD 1952 (AZ
 ME0249'MK) GOOD
 ME0249'INWOOD NO 1 1952 GOOD
 ME0249'INWOOD NO 2 1952 GOOD
 ME0249'
 ME0249'SLOPE DISTANCE FROM AZIM. MARK TO INWOOD EQUALS 2274.314 FEET
 ME0249'MEASURED WITH HP 3800 A VERT.
 ME0249'ANGLE EQUALS 90 DEG 08 MIN 40 DEC MEASURED WITH TM 20 TRANSIT.
 ME0249'
 ME0249'DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.4 MILE SE OF INWOOD
 ME0249
 ME0249                          STATION RECOVERY (1975)
 ME0249
 ME0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0249'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE FOUND
 ME0249'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 ME0249'WERE VERIFIED.  DUE TO MAJOR ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 ME0249'THE STATION IS LOCATED AT THE EAST EDGE OF THE VILLAGE OF INWOOD,
 ME0249'ALONG THE NORTH SIDE OF THE PENNA.  RAILROAD TRACKS AND ON HIGHWAY
 ME0249'RIGHT OF WAY.
 ME0249'
 ME0249'THE STATION IS 53 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 ME0249'66 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A
 ME0249'METAL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE
 ME0249'DISK IS STAMPED INWOOD 1952.
 ME0249'
 ME0249'TO REACH THE STATION FROM THE INTERSECTIONS OF JEFFERSON ST. AND NORTH
 ME0249'MICHIGAN ST. IN PLYMOUTH, GO EAST ON JEFFERSON ST. (OLD U.S.  HIGHWAY
 ME0249'30) FOR 5.7 MILES TO A CROSSROAD IN THE VILLAGE OF INWOOD.  CONTINUE
 ME0249'EAST ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 ME0249'DESCRIBED.
 ME0249'
 ME0249'REFERENCE MARK 1 IS 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 29
 ME0249'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK AND 1 FOOT WEST OF
 ME0249'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ME0249'STAMPED INWOOD NO 1 1952.
 ME0249'
 ME0249'REFERENCE MARK 2 IS 110 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ME0249'26 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK AND 1 FOOT EAST
 ME0249'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ME0249'IS STAMPED INWOOD NO 2 1952.
 ME0249'
 ME0249'THE AZIMUTH MARK IS 117 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 62
 ME0249'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL
 ME0249'WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MONUMENT PROJECTS 6
 ME0249'INCHES AND THE DISK IS STAMPED INWOOD 1952.
 ME0249'
 ME0249'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 ME0249'HIGHWAY FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME0249'
 ME0249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST OF
 ME0249'PLYMOUTH.
 ME0249
 ME0249                          STATION RECOVERY (1983)
 ME0249
 ME0249'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME0249'INWOOD 1952 RECOVERED GOOD.  NOTE-ONE FOOT WEST OF A METAL WITNESS
 ME0249'POST.  AZ MK., RM 1, AND RM 2 RECOVERED IN GOOD COND.
 ME0249
 ME0249                          STATION RECOVERY (1989)
 ME0249
 ME0249'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0249'RECOVERED IN GOOD CONDITION.
 ME0249
 ME0249                          STATION RECOVERY (1990)
 ME0249
 ME0249'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0249'MARK NOT FOUND.
 ME0249
 ME0249                          STATION RECOVERY (1992)
 ME0249
 ME0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0249'9.4 KM (5.85 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0249'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 20.2 M
 ME0249'(66.3 FT) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 30, 19.9 M
 ME0249'(65.3 FT) NORTHEAST OF THE NEAR RAIL, 6.3 M (20.7 FT) EAST OF THE
 ME0249'EXTENDED CENTER OF A DRIVEWAY, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 ME0249'TRACK, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 ME0249'RECESSED 0.08 M (0.26 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0247 ***********************************************************************
 ME0247  DESIGNATION -  INWOOD AZ MK
 ME0247  PID         -  ME0247
 ME0247  STATE/COUNTY-  IN/MARSHALL
 ME0247  COUNTRY     -  US
 ME0247  USGS QUAD   -  INWOOD (2019)
 ME0247
 ME0247                         *CURRENT SURVEY CONTROL
 ME0247  ______________________________________________________________________
 ME0247* NAD 83(1986) POSITION- 41 18 47.     (N) 086 11 22.     (W)   SCALED
 ME0247* NAVD 88 ORTHO HEIGHT -   255.393 (meters)      837.90  (feet) ADJUSTED
 ME0247  ______________________________________________________________________
 ME0247  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 ME0247  DYNAMIC HEIGHT  -        255.284 (meters)      837.54  (feet) COMP
 ME0247  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 ME0247
 ME0247  VERT ORDER      -  FIRST     CLASS I
 ME0247
 ME0247.The horizontal coordinates were scaled from a map and have
 ME0247.an estimated accuracy of +/- 6 seconds.
 ME0247
 ME0247.The orthometric height was determined by differential leveling and
 ME0247.adjusted by the NATIONAL GEODETIC SURVEY
 ME0247.in April 1995.
 ME0247
 ME0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0247.GEOID18 height accuracy estimate available here.
 ME0247
 ME0247.Click photographs - Photos may exist for this station.
 ME0247
 ME0247.The dynamic height is computed by dividing the NAVD 88
 ME0247.geopotential number by the normal gravity value computed on the
 ME0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0247.degrees latitude (g = 980.6199 gals.).
 ME0247
 ME0247.The modeled gravity was interpolated from observed gravity values.
 ME0247
 ME0247;                    North         East    Units  Estimated Accuracy
 ME0247;SPC IN E     -   673,460.       56,230.      MT  (+/- 180 meters Scaled)
 ME0247
 ME0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL678738(NAD 83)
 ME0247
 ME0247                          SUPERSEDED SURVEY CONTROL
 ME0247
 ME0247  NAVD 88 (06/15/91)  255.386  (m)          837.88   (f) SUPERSEDED  1 1
 ME0247  NGVD 29 (01/19/93)  255.515  (m)          838.30   (f) ADJUSTED    1 1
 ME0247  NGVD 29 (??/??/92)  255.508  (m)          838.28   (f) SUPERSEDED  1 1
 ME0247
 ME0247.Superseded values are not recommended for survey control.
 ME0247
 ME0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0247.See file dsdata.pdf to determine how the superseded data were derived.
 ME0247
 ME0247_MARKER: DZ = AZIMUTH MARK DISK
 ME0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0247_STAMPING: INWOOD 1952
 ME0247_MARK LOGO: CGS
 ME0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0247+STABILITY: SURFACE MOTION
 ME0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0247+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0247
 ME0247  HISTORY     - Date     Condition        Report By
 ME0247  HISTORY     - 1952     MONUMENTED       CGS
 ME0247  HISTORY     - 1968     GOOD             CGS
 ME0247  HISTORY     - 1990     GOOD             USPSQD
 ME0247  HISTORY     - 19920909 GOOD             NGS
 ME0247
 ME0247                          STATION DESCRIPTION
 ME0247
 ME0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0247'0.7 MI SE FROM INWOOD.
 ME0247'ABOUT 0.7 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0247'THE CROSSING OF HAWTHORN ROAD AT INWOOD, IN SECTION 16, R 3 E,
 ME0247'T 33 N, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 377, ABOUT 75 YARDS
 ME0247'NORTHEAST OF AND ACROSS U.S. HIGHWAY 30 FROM THE TRACKS, 60 1/2
 ME0247'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 ME0247'NORTHWEST OF TELEPHONE POLE 775, 1 FOOT SOUTHWEST OF A FENCE
 ME0247'LINE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 ME0247'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0247'6 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0247
 ME0247                          STATION RECOVERY (1990)
 ME0247
 ME0247'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0247'RECOVERED IN GOOD CONDITION.
 ME0247
 ME0247                          STATION RECOVERY (1992)
 ME0247
 ME0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0247'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0247'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 46.3 M
 ME0247'(151.9 FT) NORTHEAST OF THE NEAR RAIL, 35.4 M (116.1 FT) NORTHWEST OF
 ME0247'THE  CENTER OF A DRIVEWAY, 18.5 M (60.7 FT) NORTHEAST OF AND LEVEL
 ME0247'WITH THE CENTER OF OLD HIGHWAY 30, 0.4 M (1.3 FT) SOUTHEAST OF A
 ME0247'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 ME0247'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0248 ***********************************************************************
 ME0248  DESIGNATION -  INWOOD RM 1
 ME0248  PID         -  ME0248
 ME0248  STATE/COUNTY-  IN/MARSHALL
 ME0248  COUNTRY     -  US
 ME0248  USGS QUAD   -  INWOOD (2019)
 ME0248
 ME0248                         *CURRENT SURVEY CONTROL
 ME0248  ______________________________________________________________________
 ME0248* NAD 83(1986) POSITION- 41 18 52.74   (N) 086 11 49.41   (W)   HD_HELD1
 ME0248* NAVD 88 ORTHO HEIGHT -   255.997 (meters)      839.88  (feet) ADJUSTED
 ME0248  ______________________________________________________________________
 ME0248  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0248  DYNAMIC HEIGHT  -        255.888 (meters)      839.53  (feet) COMP
 ME0248  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 ME0248
 ME0248  VERT ORDER      -  FIRST     CLASS I
 ME0248
 ME0248.The horizontal coordinates were determined by differentially corrected
 ME0248.hand held GPS observations or other comparable positioning techniques
 ME0248.and have an estimated accuracy of +/- 3 meters.
 ME0248
 ME0248.The orthometric height was determined by differential leveling and
 ME0248.adjusted by the NATIONAL GEODETIC SURVEY
 ME0248.in June 1991.
 ME0248
 ME0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0248.GEOID18 height accuracy estimate available here.
 ME0248
 ME0248.Click photographs - Photos may exist for this station.
 ME0248
 ME0248.The dynamic height is computed by dividing the NAVD 88
 ME0248.geopotential number by the normal gravity value computed on the
 ME0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0248.degrees latitude (g = 980.6199 gals.).
 ME0248
 ME0248.The modeled gravity was interpolated from observed gravity values.
 ME0248
 ME0248;                    North         East    Units  Estimated Accuracy
 ME0248;SPC IN E     -   673,636.8      55,589.7     MT  (+/- 3 meters HH1 GPS) 
 ME0248
 ME0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6720673998(NAD 83)
 ME0248
 ME0248                          SUPERSEDED SURVEY CONTROL
 ME0248
 ME0248  NGVD 29 (??/??/92)  256.119  (m)          840.28   (f) ADJ UNCH    1 1
 ME0248
 ME0248.Superseded values are not recommended for survey control.
 ME0248
 ME0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0248.See file dsdata.pdf to determine how the superseded data were derived.
 ME0248
 ME0248_MARKER: DR = REFERENCE MARK DISK
 ME0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0248_STAMPING: INWOOD NO 1 1952
 ME0248_MARK LOGO: CGS
 ME0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0248+STABILITY: SURFACE MOTION
 ME0248
 ME0248  HISTORY     - Date     Condition        Report By
 ME0248  HISTORY     - 1952     MONUMENTED       CGS
 ME0248  HISTORY     - 1968     GOOD             CGS
 ME0248  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0248  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0248
 ME0248                          STATION DESCRIPTION
 ME0248
 ME0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0248'0.3 MI SE FROM INWOOD.
 ME0248'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0248'THE CROSSING OF HAWTHORN ROAD AT INWOOD, IN SECTION 17, R 3 E,
 ME0248'T 33 N, 91.4 FEET SOUTH-SOUTHEAST OF THE STATION MARK DESCRIBED,
 ME0248'87 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 ME0248'GRAVELED DRIVEWAY LEADING NORTHEAST, 28.9 FEET NORTHEAST OF THE
 ME0248'NORTHEAST RAIL OF THE WESTBOUND TRACK, ABOUT LEVEL WITH U.S.
 ME0248'HIGHWAY 30, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 ME0248'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 ME0248'GROUND.
 ME0248
 ME0248                          STATION RECOVERY (1990)
 ME0248
 ME0248'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0248'MARK NOT FOUND.
 ME0248
 ME0248                          STATION RECOVERY (1992)
 ME0248
 ME0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0250 ***********************************************************************
 ME0250  DESIGNATION -  INWOOD RM 2
 ME0250  PID         -  ME0250
 ME0250  STATE/COUNTY-  IN/MARSHALL
 ME0250  COUNTRY     -  US
 ME0250  USGS QUAD   -  INWOOD (2019)
 ME0250
 ME0250                         *CURRENT SURVEY CONTROL
 ME0250  ______________________________________________________________________
 ME0250* NAD 83(1986) POSITION- 41 18 53.24   (N) 086 11 51.58   (W)   HD_HELD1
 ME0250* NAVD 88 ORTHO HEIGHT -   256.283 (meters)      840.82  (feet) ADJUSTED
 ME0250  ______________________________________________________________________
 ME0250  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0250  DYNAMIC HEIGHT  -        256.174 (meters)      840.46  (feet) COMP
 ME0250  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 ME0250
 ME0250  VERT ORDER      -  FIRST     CLASS I
 ME0250
 ME0250.The horizontal coordinates were determined by differentially corrected
 ME0250.hand held GPS observations or other comparable positioning techniques
 ME0250.and have an estimated accuracy of +/- 3 meters.
 ME0250
 ME0250.The orthometric height was determined by differential leveling and
 ME0250.adjusted by the NATIONAL GEODETIC SURVEY
 ME0250.in June 1991.
 ME0250
 ME0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0250.GEOID18 height accuracy estimate available here.
 ME0250
 ME0250.Click photographs - Photos may exist for this station.
 ME0250
 ME0250.The dynamic height is computed by dividing the NAVD 88
 ME0250.geopotential number by the normal gravity value computed on the
 ME0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0250.degrees latitude (g = 980.6199 gals.).
 ME0250
 ME0250.The modeled gravity was interpolated from observed gravity values.
 ME0250
 ME0250;                    North         East    Units  Estimated Accuracy
 ME0250;SPC IN E     -   673,652.5      55,539.3     MT  (+/- 3 meters HH1 GPS) 
 ME0250
 ME0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6715674013(NAD 83)
 ME0250
 ME0250                          SUPERSEDED SURVEY CONTROL
 ME0250
 ME0250  NGVD 29 (??/??/92)  256.405  (m)          841.22   (f) ADJ UNCH    1 1
 ME0250
 ME0250.Superseded values are not recommended for survey control.
 ME0250
 ME0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0250.See file dsdata.pdf to determine how the superseded data were derived.
 ME0250
 ME0250_MARKER: DR = REFERENCE MARK DISK
 ME0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0250_STAMPING: INWOOD NO 2 1952
 ME0250_MARK LOGO: CGS
 ME0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0250+STABILITY: SURFACE MOTION
 ME0250
 ME0250  HISTORY     - Date     Condition        Report By
 ME0250  HISTORY     - 1952     MONUMENTED       CGS
 ME0250  HISTORY     - 1968     GOOD             CGS
 ME0250  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0250  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0250  HISTORY     - 20131206 GOOD             INDIV
 ME0250
 ME0250                          STATION DESCRIPTION
 ME0250
 ME0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0250'0.3 MI SE FROM INWOOD.
 ME0250'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0250'THE CROSSING OF HAWTHORN ROAD AT INWOOD, IN SECTION 17, R 3 E,
 ME0250'T 33 N, 89.2 FEET WEST OF THE STATION MARK DESCRIBED, 63 FEET
 ME0250'NORTHWEST OF A WHISTLE POST, 25.6 FEET NORTHEAST OF THE NORTHEAST
 ME0250'RAIL OF THE WESTBOUND TRACK, 13 1/2 FEET SOUTH OF THE CENTER LINE
 ME0250'OF A NARROW DIRT ROAD, 1.1 FEET SOUTHEAST OF A METAL WITNESS
 ME0250'POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 ME0250'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 ME0250'GROUND.
 ME0250
 ME0250                          STATION RECOVERY (1990)
 ME0250
 ME0250'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0250'MARK NOT FOUND.
 ME0250
 ME0250                          STATION RECOVERY (1992)
 ME0250
 ME0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0250'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0250
 ME0250                          STATION RECOVERY (2013)
 ME0250
 ME0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DSS)
 ME0250'MARK FOUND APPROX. 2 INCHES BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1895 ***********************************************************************
 JA1895  DESIGNATION -  IRELAND
 JA1895  PID         -  JA1895
 JA1895  STATE/COUNTY-  IN/DUBOIS
 JA1895  COUNTRY     -  US
 JA1895  USGS QUAD   -  JASPER (2019)
 JA1895
 JA1895                         *CURRENT SURVEY CONTROL
 JA1895  ______________________________________________________________________
 JA1895* NAD 83(1997) POSITION- 38 24 45.68930(N) 086 59 53.61570(W)   ADJUSTED
 JA1895* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 JA1895  ______________________________________________________________________
 JA1895  GEOID HEIGHT    -        -32.364 (meters)                     GEOID18
 JA1895  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 JA1895  HORZ ORDER      -  THIRD
 JA1895
 JA1895.The horizontal coordinates were established by classical geodetic methods
 JA1895.and adjusted by the National Geodetic Survey in May 1999.
 JA1895
 JA1895.The orthometric height was scaled from a topographic map.
 JA1895
 JA1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1895.GEOID18 height accuracy estimate available here.
 JA1895
 JA1895.Click photographs - Photos may exist for this station.
 JA1895
 JA1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1895
 JA1895. The following values were computed from the NAD 83(1997) position.
 JA1895
 JA1895;                    North         East     Units Scale Factor Converg.
 JA1895;SPC IN W     -   351,304.842   907,432.803   MT  0.99996735   +0 03 10.4
 JA1895;SPC IN W     - 1,152,572.64  2,977,135.79   sFT  0.99996735   +0 03 10.4
 JA1895;UTM  16      - 4,251,605.611   500,154.825   MT  0.99960000   +0 00 04.0
 JA1895
 JA1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1895!SPC IN W     -   0.99998250  x   0.99996735  =   0.99994985
 JA1895!UTM  16      -   0.99998250  x   0.99960000  =   0.99958251
 JA1895
 JA1895:                Primary Azimuth Mark                     Grid Az
 JA1895:SPC IN W     -  ROSE BANK                                141 49 10.8
 JA1895:UTM  16      -  ROSE BANK                                141 52 17.2
 JA1895
 JA1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0015451605(NAD 83)
 JA1895
 JA1895|---------------------------------------------------------------------|
 JA1895| PID    Reference Object                     Distance      Geod. Az  |
 JA1895|                                                           dddmmss.s |
 JA1895| CG8204 IRELAND RM 3                          8.376 METERS 01227     |
 JA1895| CG8201 IRELAND AZ MK                                      1012426.0 |
 JA1895| JA1883 JASPER ST JOSEPHS CATH CH           APPROX. 6.1 KM 1081517.6 |
 JA1895| CG8202 IRELAND RM 1                         28.148 METERS 11838     |
 JA1895| JA1881 ROSE BANK                           APPROX.10.6 KM 1415221.2 |
 JA1895| CG8205 IRELAND RM 4                          4.922 METERS 26314     |
 JA1895| CG8203 IRELAND RM 2                         29.253 METERS 34753     |
 JA1895|---------------------------------------------------------------------|
 JA1895
 JA1895                          SUPERSEDED SURVEY CONTROL
 JA1895
 JA1895  NAD 83(1993)-  38 24 45.69351(N)    086 59 53.61811(W) AD(       ) 3
 JA1895  NAD 83(1986)-  38 24 45.69642(N)    086 59 53.61828(W) AD(       ) 3
 JA1895  NAD 27      -  38 24 45.51200(N)    086 59 53.61300(W) AD(       ) 3
 JA1895
 JA1895.Superseded values are not recommended for survey control.
 JA1895
 JA1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1895.See file dsdata.pdf to determine how the superseded data were derived.
 JA1895
 JA1895_MARKER: DS = TRIANGULATION STATION DISK
 JA1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1895_STAMPING: IRELAND 1946
 JA1895_MARK LOGO: CGS
 JA1895_PROJECTION: FLUSH
 JA1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1895+STABILITY: SURFACE MOTION
 JA1895
 JA1895  HISTORY     - Date     Condition        Report By
 JA1895  HISTORY     - 1946     MONUMENTED       CGS
 JA1895  HISTORY     - 1948     GOOD             LOCSUR
 JA1895  HISTORY     - 1968     GOOD             CGS
 JA1895
 JA1895                          STATION DESCRIPTION
 JA1895
 JA1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1895'THE STATION IS ON THE YARD OF THE PUBLIC SCHOOL IN THE TOWN OF
 JA1895'IRELAND.  THE SCHOOL IS ONE BLOCK SOUTH OF STATE HIGHWAY 56, AND THE
 JA1895'STATION IS 86 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 JA1895'BUILDING AND 36.8 FEET EAST OF THE CENTERLINE OF THE STREET.  THE MARK
 JA1895'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED IRELAND 1946.
 JA1895'
 JA1895'REFERENCE MARK NO 1 IS 92.35 FEET SOUTHEAST OF THE STATION, 1 FOOT
 JA1895'NORTH OF A WIRE FENCE AND 131 FEET SOUTH OF THE SOUTHEAST CORNER OF
 JA1895'THE SCHOOLHOUSE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1895'IRELAND NO 1 1946.
 JA1895'
 JA1895'REFERENCE MARK NO 2 IS 95.99 FEET NORTH-NORTHWEST OF THE STATION, 16
 JA1895'FEET EAST OF THE CENTERLINE OF THE STREET AND 21 FEET EAST-SOUTHEAST
 JA1895'OF THE SOUTHWEST SCHOOL CORNER.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1895'THE DISK IS STAMPED IRELAND NO 2 1946.
 JA1895'
 JA1895'THE AZIMUTH MARK IS 0.6 MILE EAST-SOUTHEAST OF THE STATION, 29 FEET
 JA1895'NORTH OF THE CENTERLINE OF STATE HIGHWAY 56, 1.7 FEET SOUTH OF A WIRE
 JA1895'FENCE, AND 3.5 FEET OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 JA1895'INCHES AND THE DISK IS STAMPED IRELAND 1946.
 JA1895'
 JA1895'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1895
 JA1895                          STATION RECOVERY (1948)
 JA1895
 JA1895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 JA1895'LETTER OF MR LEO J STEMLE, ATTORNEY-AT-LAW, JASPER, INDIANA, DATED
 JA1895'APRIL 12, 1948.
 JA1895'
 JA1895'REFERENCE MARK NO 1 WAS DESTROYED DUE TO THE CONSTRUCTION OF A NEW
 JA1895'SCHOOL BUILDING.
 JA1895'
 JA1895'REFERENCE MARK DISK STAMPED IRELAND NO 1 1946 WAS RECIEVED AT THIS
 JA1895'OFFICE 5/12/48.
 JA1895
 JA1895                          STATION RECOVERY (1968)
 JA1895
 JA1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1895'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 JA1895'REFERENCE MARK 1 WAS DESTROYED AND THE MARK SENT TO THE OFFICE IN 1948
 JA1895'AS NOTED IN THE 1948 RECOVERY NOTE.  THE AZIMUTH MARK WAS NOT FOUND
 JA1895'AND IS ASSUMED DESTROYED BY ROAD WORK.  THERE IS NOT OBJECT VISIBLE
 JA1895'FROM THE GROUND AND NO AZIMUTH MARK WAS SET AT THIS TIME.  REFERENCE
 JA1895'MARKS 3 AND 4 WERE SET AND REFERENCE MARK 2 WAS DESTROYED AT THE
 JA1895'REQUEST OF SCHOOL OFFICIALS SINCE IT WAS IN THE WAY OF SCHOOL BUS
 JA1895'PARKING.  A NEW DESCRIPTION FOLLOWS-
 JA1895'
 JA1895'THE STATION MARK IS LOCATED AT THE EAST EDGE OF THE IRELAND PUBLIC
 JA1895'SCHOOL GROUNDS.  IT IS 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JA1895'NEW ADDITION TO THE SCHOOL, 44 FEET SOUTH OF A 24 INCH MAPLE TREE, 33
 JA1895'FEET EAST OF THE CENTERLINE OF A PAVED STREET, 17 FEET WEST OF THE
 JA1895'WEST WALL OF THE SCHOOL, 5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 JA1895'SIDEWALK, AND 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE
 JA1895'MONUMENT IS FLUSH AND THE DISK IS STAMPED IRELAND 1946.
 JA1895'
 JA1895'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IRELAND 1946 NO 3 1968 SET
 JA1895'IN A DRILL HOLE IN A NORTH-SOUTH CONCRETE SIDEWALK.  IT IS 37 FEET
 JA1895'EAST OF THE CENTERLINE OF THE STREET, 20 FEET SOUTHEAST OF THE TREE,
 JA1895'18 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL AND 11 FEET
 JA1895'WEST OF THE WEST WALL OF THE SCHOOL.
 JA1895'
 JA1895'REFERENCE MARK 4 IS A STANDARD DISK STAMPED IRELAND 1946 NO 4 1968 SET
 JA1895'IN A DRILL HOLE IN THE 3RD CONCRETE SIDEWALK FROM THE NORTH AT THE
 JA1895'WEST SIDE OF THE SCHOOL.  IT IS 32 FEET WEST OF THE WEST WALL OF THE
 JA1895'SCHOOL AND 18 FEET EAST OF THE CENTERLINE OF THE STREET.
 JA1895'
 JA1895'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0022 ***********************************************************************
 JA0022  DESIGNATION -  J 10
 JA0022  PID         -  JA0022
 JA0022  STATE/COUNTY-  IN/JACKSON
 JA0022  COUNTRY     -  US
 JA0022  USGS QUAD   -  MEDORA (2019)
 JA0022
 JA0022                         *CURRENT SURVEY CONTROL
 JA0022  ______________________________________________________________________
 JA0022* NAD 83(1986) POSITION- 38 46 34.     (N) 086 14 21.     (W)   SCALED
 JA0022* NAVD 88 ORTHO HEIGHT -   162.884 (meters)      534.40  (feet) ADJUSTED
 JA0022  ______________________________________________________________________
 JA0022  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JA0022  DYNAMIC HEIGHT  -        162.780 (meters)      534.05  (feet) COMP
 JA0022  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 JA0022
 JA0022  VERT ORDER      -  FIRST     CLASS II
 JA0022
 JA0022.The horizontal coordinates were scaled from a map and have
 JA0022.an estimated accuracy of +/- 6 seconds.
 JA0022
 JA0022.The orthometric height was determined by differential leveling and
 JA0022.adjusted by the NATIONAL GEODETIC SURVEY
 JA0022.in June 1991.
 JA0022
 JA0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0022.GEOID18 height accuracy estimate available here.
 JA0022
 JA0022.Click photographs - Photos may exist for this station.
 JA0022
 JA0022.The dynamic height is computed by dividing the NAVD 88
 JA0022.geopotential number by the normal gravity value computed on the
 JA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0022.degrees latitude (g = 980.6199 gals.).
 JA0022
 JA0022.The modeled gravity was interpolated from observed gravity values.
 JA0022
 JA0022;                    North         East    Units  Estimated Accuracy
 JA0022;SPC IN E     -   391,800.       50,250.      MT  (+/- 180 meters Scaled)
 JA0022
 JA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH660922(NAD 83)
 JA0022
 JA0022                          SUPERSEDED SURVEY CONTROL
 JA0022
 JA0022  NGVD 29 (??/??/92)  163.006  (m)          534.80   (f) ADJ UNCH    1 2
 JA0022
 JA0022.Superseded values are not recommended for survey control.
 JA0022
 JA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0022.See file dsdata.pdf to determine how the superseded data were derived.
 JA0022
 JA0022_MARKER: DB = BENCH MARK DISK
 JA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0022_STAMPING: 534.796 J 10 1930
 JA0022_MARK LOGO: CGS
 JA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0022+STABILITY: SURFACE MOTION
 JA0022
 JA0022  HISTORY     - Date     Condition        Report By
 JA0022  HISTORY     - 1930     MONUMENTED       CGS
 JA0022  HISTORY     - 1934     GOOD             CGS
 JA0022  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0022
 JA0022                          STATION DESCRIPTION
 JA0022
 JA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0022'AT SPARKSVILLE.
 JA0022'AT SPARKSVILLE, JACKSON COUNTY, ON THE BALTIMORE AND OHIO
 JA0022'RAILROAD, 7 POLES WEST OF THE STATION, 10 FEET WEST OF POLE
 JA0022'110/32, AND 26.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 JA0022'STAMPED 534.796 J 10 1930 AND SET IN THE TOP OF A CONCRETE POST
 JA0022'PROJECTING 6 INCHES ABOVE GROUND.
 JA0022
 JA0022                          STATION RECOVERY (2023)
 JA0022
 JA0022'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1741 ***********************************************************************
 LB1741  DESIGNATION -  J 100
 LB1741  PID         -  LB1741
 LB1741  STATE/COUNTY-  IN/WARREN
 LB1741  COUNTRY     -  US
 LB1741  USGS QUAD   -  WEST LEBANON (2019)
 LB1741
 LB1741                         *CURRENT SURVEY CONTROL
 LB1741  ______________________________________________________________________
 LB1741* NAD 83(1986) POSITION- 40 21 35.     (N) 087 24 46.     (W)   SCALED
 LB1741* NAVD 88 ORTHO HEIGHT -   226.101 (meters)      741.80  (feet) ADJUSTED
 LB1741  ______________________________________________________________________
 LB1741  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 LB1741  DYNAMIC HEIGHT  -        225.988 (meters)      741.43  (feet) COMP
 LB1741  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 LB1741
 LB1741  VERT ORDER      -  SECOND    CLASS 0
 LB1741
 LB1741.The horizontal coordinates were scaled from a map and have
 LB1741.an estimated accuracy of +/- 6 seconds.
 LB1741
 LB1741.The orthometric height was determined by differential leveling and
 LB1741.adjusted by the NATIONAL GEODETIC SURVEY
 LB1741.in June 1991.
 LB1741
 LB1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1741.GEOID18 height accuracy estimate available here.
 LB1741
 LB1741.Click photographs - Photos may exist for this station.
 LB1741
 LB1741.The dynamic height is computed by dividing the NAVD 88
 LB1741.geopotential number by the normal gravity value computed on the
 LB1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1741.degrees latitude (g = 980.6199 gals.).
 LB1741
 LB1741.The modeled gravity was interpolated from observed gravity values.
 LB1741
 LB1741;                    North         East    Units  Estimated Accuracy
 LB1741;SPC IN W     -   567,510.      872,020.      MT  (+/- 180 meters Scaled)
 LB1741
 LB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK649677(NAD 83)
 LB1741
 LB1741                          SUPERSEDED SURVEY CONTROL
 LB1741
 LB1741  NGVD 29 (??/??/92)  226.144  (m)          741.94   (f) ADJ UNCH    2 0
 LB1741
 LB1741.Superseded values are not recommended for survey control.
 LB1741
 LB1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1741.See file dsdata.pdf to determine how the superseded data were derived.
 LB1741
 LB1741_MARKER: DB = BENCH MARK DISK
 LB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1741_STAMPING: J 100 1946
 LB1741_MARK LOGO: CGS
 LB1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1741+STABILITY: SURFACE MOTION
 LB1741
 LB1741  HISTORY     - Date     Condition        Report By
 LB1741  HISTORY     - 1946     MONUMENTED       CGS
 LB1741  HISTORY     - 1961     MARK NOT FOUND   CGS
 LB1741
 LB1741                          STATION DESCRIPTION
 LB1741
 LB1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1741'1 MI W FROM JUDYVILLE.
 LB1741'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE
 LB1741'METHODIST-EPISCOPAL CHURCH AT JUDYVILLE, ABOUT 0.65 MILE WEST
 LB1741'OF A CROSS-ROAD, 66 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 LB1741'A 10 INCH BLAZED WALNUT TREE, 29 FEET SOUTH OF THE CENTER LINE
 LB1741'OF THE ROAD, 20 FEET NORTHEAST OF A 6 INCH BLAZED WALNUT TREE,
 LB1741'ABOUT 1.5 FOOT ABOVE THE ROAD, AND SET ON THE NORTH EDGE OF A SMALL
 LB1741'WOODED AREA.  A STANDARD DISK, STAMPED J 100 1946 AND SET IN
 LB1741'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1741
 LB1741                          STATION RECOVERY (1961)
 LB1741
 LB1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB1741'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0958 ***********************************************************************
 KA0958  DESIGNATION -  J 101
 KA0958  PID         -  KA0958
 KA0958  STATE/COUNTY-  IN/PARKE
 KA0958  COUNTRY     -  US
 KA0958  USGS QUAD   -  ROCKVILLE (2019)
 KA0958
 KA0958                         *CURRENT SURVEY CONTROL
 KA0958  ______________________________________________________________________
 KA0958* NAD 83(1986) POSITION- 39 52 04.     (N) 087 14 09.     (W)   SCALED
 KA0958* NAVD 88 ORTHO HEIGHT -   199.194 (meters)      653.52  (feet) ADJUSTED
 KA0958  ______________________________________________________________________
 KA0958  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 KA0958  DYNAMIC HEIGHT  -        199.083 (meters)      653.16  (feet) COMP
 KA0958  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 KA0958
 KA0958  VERT ORDER      -  SECOND    CLASS 0
 KA0958
 KA0958.The horizontal coordinates were scaled from a map and have
 KA0958.an estimated accuracy of +/- 6 seconds.
 KA0958
 KA0958.The orthometric height was determined by differential leveling and
 KA0958.adjusted by the NATIONAL GEODETIC SURVEY
 KA0958.in June 1991.
 KA0958
 KA0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0958.GEOID18 height accuracy estimate available here.
 KA0958
 KA0958.Click photographs - Photos may exist for this station.
 KA0958
 KA0958.The dynamic height is computed by dividing the NAVD 88
 KA0958.geopotential number by the normal gravity value computed on the
 KA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0958.degrees latitude (g = 980.6199 gals.).
 KA0958
 KA0958.The modeled gravity was interpolated from observed gravity values.
 KA0958
 KA0958;                    North         East    Units  Estimated Accuracy
 KA0958;SPC IN W     -   512,850.      886,950.      MT  (+/- 180 meters Scaled)
 KA0958
 KA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798131(NAD 83)
 KA0958
 KA0958                          SUPERSEDED SURVEY CONTROL
 KA0958
 KA0958  NGVD 29 (??/??/92)  199.284  (m)          653.82   (f) ADJ UNCH    2 0
 KA0958
 KA0958.Superseded values are not recommended for survey control.
 KA0958
 KA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0958.See file dsdata.pdf to determine how the superseded data were derived.
 KA0958
 KA0958_MARKER: DB = BENCH MARK DISK
 KA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0958_STAMPING: J 101 1946
 KA0958_MARK LOGO: CGS
 KA0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0958+STABILITY: SURFACE MOTION
 KA0958
 KA0958  HISTORY     - Date     Condition        Report By
 KA0958  HISTORY     - 1946     MONUMENTED       CGS
 KA0958
 KA0958                          STATION DESCRIPTION
 KA0958
 KA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0958'7.5 MI N FROM ROCKVILLE.
 KA0958'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0958'AT ROCKVILLE, THENCE ABOUT 7.15 MILES NORTH ALONG U.S. HIGHWAY
 KA0958'41, AT A CROSS ROAD, 90 FEET SOUTH OF THE CENTER LINE OF THE
 KA0958'ROAD LEADING WEST, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KA0958'2 FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN
 KA0958'WITNESS POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 KA0958'A STANDARD DISK, STAMPED J 101 1946 AND SET IN A CONCRETE POST.
 KA0958'NOTE-- MARK IS ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF STATE
 KA0958'HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0972 ***********************************************************************
 KA0972  DESIGNATION -  J 102
 KA0972  PID         -  KA0972
 KA0972  STATE/COUNTY-  IN/FOUNTAIN
 KA0972  COUNTRY     -  US
 KA0972  USGS QUAD   -  WALLACE (2019)
 KA0972
 KA0972                         *CURRENT SURVEY CONTROL
 KA0972  ______________________________________________________________________
 KA0972* NAD 83(1986) POSITION- 39 57 35.     (N) 087 14 30.     (W)   SCALED
 KA0972* NAVD 88 ORTHO HEIGHT -   211.864 (meters)      695.09  (feet) ADJUSTED
 KA0972  ______________________________________________________________________
 KA0972  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 KA0972  DYNAMIC HEIGHT  -        211.749 (meters)      694.71  (feet) COMP
 KA0972  MODELED GRAVITY -    980,079.8   (mgal)                       NAVD 88
 KA0972
 KA0972  VERT ORDER      -  SECOND    CLASS 0
 KA0972
 KA0972.The horizontal coordinates were scaled from a map and have
 KA0972.an estimated accuracy of +/- 6 seconds.
 KA0972
 KA0972.The orthometric height was determined by differential leveling and
 KA0972.adjusted by the NATIONAL GEODETIC SURVEY
 KA0972.in June 1991.
 KA0972
 KA0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0972.GEOID18 height accuracy estimate available here.
 KA0972
 KA0972.Click photographs - Photos may exist for this station.
 KA0972
 KA0972.The dynamic height is computed by dividing the NAVD 88
 KA0972.geopotential number by the normal gravity value computed on the
 KA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0972.degrees latitude (g = 980.6199 gals.).
 KA0972
 KA0972.The modeled gravity was interpolated from observed gravity values.
 KA0972
 KA0972;                    North         East    Units  Estimated Accuracy
 KA0972;SPC IN W     -   523,060.      886,470.      MT  (+/- 180 meters Scaled)
 KA0972
 KA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK793233(NAD 83)
 KA0972
 KA0972                          SUPERSEDED SURVEY CONTROL
 KA0972
 KA0972  NGVD 29 (??/??/92)  211.940  (m)          695.34   (f) ADJ UNCH    2 0
 KA0972
 KA0972.Superseded values are not recommended for survey control.
 KA0972
 KA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0972.See file dsdata.pdf to determine how the superseded data were derived.
 KA0972
 KA0972_MARKER: DB = BENCH MARK DISK
 KA0972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0972_SP_SET: CULVERT HEADWALL
 KA0972_STAMPING: J 102 1946
 KA0972_MARK LOGO: CGS
 KA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0972+STABILITY: SURFACE MOTION
 KA0972
 KA0972  HISTORY     - Date     Condition        Report By
 KA0972  HISTORY     - 1946     MONUMENTED       CGS
 KA0972
 KA0972                          STATION DESCRIPTION
 KA0972
 KA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0972'5.8 MI S FROM STEAM CORNER.
 KA0972'ABOUT 5.85 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0972'AT STEAM CORNER, 0.6 MILE SOUTH OF THE INTERSECTION OF STATE
 KA0972'HIGHWAY 234, 135 FEET SOUTH OF THE CENTER LINE OF A T ROAD LEADING
 KA0972'EAST, 18 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE
 KA0972'OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE EAST
 KA0972'HEAD WALL OF A 4 FOOT CONCRETE CULVERT.  A STANDARD DISK, STAMPED
 KA0972'J 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0995 ***********************************************************************
 KA0995  DESIGNATION -  J 103
 KA0995  PID         -  KA0995
 KA0995  STATE/COUNTY-  IN/FOUNTAIN
 KA0995  COUNTRY     -  US
 KA0995  USGS QUAD   -  WALLACE (2019)
 KA0995
 KA0995                         *CURRENT SURVEY CONTROL
 KA0995  ______________________________________________________________________
 KA0995* NAD 83(1986) POSITION- 39 58 03.4    (N) 087 12 47.7    (W)   HD_HELD2
 KA0995* NAVD 88 ORTHO HEIGHT -   209.584 (meters)      687.61  (feet) ADJUSTED
 KA0995  ______________________________________________________________________
 KA0995  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 KA0995  DYNAMIC HEIGHT  -        209.471 (meters)      687.24  (feet) COMP
 KA0995  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 KA0995
 KA0995  VERT ORDER      -  SECOND    CLASS 0
 KA0995
 KA0995.The horizontal coordinates were established by autonomous hand held GPS
 KA0995.observations and have an estimated accuracy of +/- 10 meters.
 KA0995
 KA0995.The orthometric height was determined by differential leveling and
 KA0995.adjusted by the NATIONAL GEODETIC SURVEY
 KA0995.in June 1991.
 KA0995
 KA0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0995.GEOID18 height accuracy estimate available here.
 KA0995
 KA0995.Click photographs - Photos may exist for this station.
 KA0995
 KA0995.The dynamic height is computed by dividing the NAVD 88
 KA0995.geopotential number by the normal gravity value computed on the
 KA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0995.degrees latitude (g = 980.6199 gals.).
 KA0995
 KA0995.The modeled gravity was interpolated from observed gravity values.
 KA0995
 KA0995;                    North         East    Units  Estimated Accuracy
 KA0995;SPC IN W     -   523,930.      888,901.      MT  (+/- 10 meters HH2 GPS)
 KA0995
 KA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8178824184(NAD 83)
 KA0995
 KA0995                          SUPERSEDED SURVEY CONTROL
 KA0995
 KA0995  NGVD 29 (??/??/92)  209.660  (m)          687.86   (f) ADJ UNCH    2 0
 KA0995
 KA0995.Superseded values are not recommended for survey control.
 KA0995
 KA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0995.See file dsdata.pdf to determine how the superseded data were derived.
 KA0995
 KA0995_MARKER: DB = BENCH MARK DISK
 KA0995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0995_SP_SET: CULVERT
 KA0995_STAMPING: J 103 1946
 KA0995_MARK LOGO: CGS
 KA0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0995
 KA0995  HISTORY     - Date     Condition        Report By
 KA0995  HISTORY     - 1946     MONUMENTED       CGS
 KA0995
 KA0995                          STATION DESCRIPTION
 KA0995
 KA0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0995'3.5 MI E FROM KINGMAN.
 KA0995'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0995'AT KINGMAN, ABOUT 0.5 MILE EAST OF A CROSS ROAD, SET IN THE TOP
 KA0995'OF THE EAST END OF THE NORTH HEAD WALL OF A 12 FOOT CONCRETE
 KA0995'CULVERT, 11 FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE CENTER
 KA0995'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1070 ***********************************************************************
 KA1070  DESIGNATION -  J 104
 KA1070  PID         -  KA1070
 KA1070  STATE/COUNTY-  IN/FOUNTAIN
 KA1070  COUNTRY     -  US
 KA1070  USGS QUAD   -  NEWPORT (2019)
 KA1070
 KA1070                         *CURRENT SURVEY CONTROL
 KA1070  ______________________________________________________________________
 KA1070* NAD 83(1986) POSITION- 39 58 13.     (N) 087 24 26.     (W)   SCALED
 KA1070* NAVD 88 ORTHO HEIGHT -   183.586 (meters)      602.32  (feet) ADJUSTED
 KA1070  ______________________________________________________________________
 KA1070  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 KA1070  DYNAMIC HEIGHT  -        183.489 (meters)      602.00  (feet) COMP
 KA1070  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 KA1070
 KA1070  VERT ORDER      -  SECOND    CLASS 0
 KA1070
 KA1070.The horizontal coordinates were scaled from a map and have
 KA1070.an estimated accuracy of +/- 6 seconds.
 KA1070
 KA1070.The orthometric height was determined by differential leveling and
 KA1070.adjusted by the NATIONAL GEODETIC SURVEY
 KA1070.in June 1991.
 KA1070
 KA1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1070.GEOID18 height accuracy estimate available here.
 KA1070
 KA1070.Click photographs - Photos may exist for this station.
 KA1070
 KA1070.The dynamic height is computed by dividing the NAVD 88
 KA1070.geopotential number by the normal gravity value computed on the
 KA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1070.degrees latitude (g = 980.6199 gals.).
 KA1070
 KA1070.The modeled gravity was interpolated from observed gravity values.
 KA1070
 KA1070;                    North         East    Units  Estimated Accuracy
 KA1070;SPC IN W     -   524,270.      872,330.      MT  (+/- 180 meters Scaled)
 KA1070
 KA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK652245(NAD 83)
 KA1070
 KA1070                          SUPERSEDED SURVEY CONTROL
 KA1070
 KA1070  NGVD 29 (??/??/92)  183.647  (m)          602.52   (f) ADJ UNCH    2 0
 KA1070
 KA1070.Superseded values are not recommended for survey control.
 KA1070
 KA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1070.See file dsdata.pdf to determine how the superseded data were derived.
 KA1070
 KA1070_MARKER: DB = BENCH MARK DISK
 KA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1070_STAMPING: J 104 1946
 KA1070_MARK LOGO: CGS
 KA1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1070+STABILITY: SURFACE MOTION
 KA1070
 KA1070  HISTORY     - Date     Condition        Report By
 KA1070  HISTORY     - 1946     MONUMENTED       CGS
 KA1070
 KA1070                          STATION DESCRIPTION
 KA1070
 KA1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1070'1.1 MI N FROM SILVERWOOD.
 KA1070'ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 KA1070'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 KA1070'SILVERWOOD, 0.8 MILE SOUTH OF A CROSSROAD, 144 FEET NORTHWEST
 KA1070'OF THE NORTHWEST CORNER OF THE PORCH OF A FARM HOUSE, 72 FEET
 KA1070'NORTH OF THE CENTER LINE OF THE DRIVE WAY TO THE FARM HOUSE, 24
 KA1070'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET WEST OF
 KA1070'AN APPLE TREE, 1.4 FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF
 KA1070'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER
 KA1070'LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 104 1946 AND SET
 KA1070'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1367 ***********************************************************************
 ME1367  DESIGNATION -  J 105
 ME1367  PID         -  ME1367
 ME1367  STATE/COUNTY-  IN/NEWTON
 ME1367  COUNTRY     -  US
 ME1367  USGS QUAD   -  FAIR OAKS (2019)
 ME1367
 ME1367                         *CURRENT SURVEY CONTROL
 ME1367  ______________________________________________________________________
 ME1367* NAD 83(1986) POSITION- 41 06 54.     (N) 087 20 02.     (W)   SCALED
 ME1367* NAVD 88 ORTHO HEIGHT -   205.668 (meters)      674.76  (feet) ADJUSTED
 ME1367  ______________________________________________________________________
 ME1367  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 ME1367  DYNAMIC HEIGHT  -        205.580 (meters)      674.47  (feet) COMP
 ME1367  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 ME1367
 ME1367  VERT ORDER      -  SECOND    CLASS 0
 ME1367
 ME1367.The horizontal coordinates were scaled from a map and have
 ME1367.an estimated accuracy of +/- 6 seconds.
 ME1367
 ME1367.The orthometric height was determined by differential leveling and
 ME1367.adjusted by the NATIONAL GEODETIC SURVEY
 ME1367.in June 1991.
 ME1367
 ME1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1367.GEOID18 height accuracy estimate available here.
 ME1367
 ME1367.Click photographs - Photos may exist for this station.
 ME1367
 ME1367.The dynamic height is computed by dividing the NAVD 88
 ME1367.geopotential number by the normal gravity value computed on the
 ME1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1367.degrees latitude (g = 980.6199 gals.).
 ME1367
 ME1367.The modeled gravity was interpolated from observed gravity values.
 ME1367
 ME1367;                    North         East    Units  Estimated Accuracy
 ME1367;SPC IN W     -   651,360.      878,960.      MT  (+/- 180 meters Scaled)
 ME1367
 ME1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719515(NAD 83)
 ME1367
 ME1367                          SUPERSEDED SURVEY CONTROL
 ME1367
 ME1367  NGVD 29 (??/??/92)  205.752  (m)          675.04   (f) ADJ UNCH    2 0
 ME1367
 ME1367.Superseded values are not recommended for survey control.
 ME1367
 ME1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1367.See file dsdata.pdf to determine how the superseded data were derived.
 ME1367
 ME1367_MARKER: DB = BENCH MARK DISK
 ME1367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1367_SP_SET: ABUTMENT
 ME1367_STAMPING: J 105 1946
 ME1367_MARK LOGO: CGS
 ME1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1367
 ME1367  HISTORY     - Date     Condition        Report By
 ME1367  HISTORY     - 1946     MONUMENTED       CGS
 ME1367  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1367  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1367
 ME1367                          STATION DESCRIPTION
 ME1367
 ME1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1367'4 MI S FROM THAYER.
 ME1367'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS
 ME1367'ROADS AT THAYER, AT A DIM CROSS ROADS, 46 FEET SOUTH OF THE
 ME1367'CENTER LINE OF THE ROAD LEADING WEST, 11 FEET WEST OF THE CENTER
 ME1367'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 ME1367'SOUTH ABUTMENT OF A 6-FOOT CONCRETE BRIDGE, AND ABOUT 1 FOOT
 ME1367'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- BRIDGE HAS BEEN REPLACED
 ME1367'BY A LARGE METAL CULVERT.
 ME1367
 ME1367                          STATION RECOVERY (1968)
 ME1367
 ME1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1367'MARK NOT FOUND.
 ME1367
 ME1367                          STATION RECOVERY (2008)
 ME1367
 ME1367'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1367'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1417 ***********************************************************************
 LB1417  DESIGNATION -  J 107 RESET
 LB1417  PID         -  LB1417
 LB1417  STATE/COUNTY-  IN/JASPER
 LB1417  COUNTRY     -  US
 LB1417  USGS QUAD   -  REMINGTON (2019)
 LB1417
 LB1417                         *CURRENT SURVEY CONTROL
 LB1417  ______________________________________________________________________
 LB1417* NAD 83(1986) POSITION- 40 51 57.     (N) 087 12 15.     (W)   SCALED
 LB1417* NAVD 88 ORTHO HEIGHT -   200.37  (meters)      657.4   (feet) RESET
 LB1417  ______________________________________________________________________
 LB1417  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 LB1417  VERT ORDER      -  THIRD
 LB1417
 LB1417.The horizontal coordinates were scaled from a map and have
 LB1417.an estimated accuracy of +/- 6 seconds.
 LB1417
 LB1417.The orthometric height was computed from unverified reset data.
 LB1417
 LB1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1417.GEOID18 height accuracy estimate available here.
 LB1417
 LB1417.Click photographs - Photos may exist for this station.
 LB1417
 LB1417;                    North         East    Units  Estimated Accuracy
 LB1417;SPC IN W     -   623,670.      889,810.      MT  (+/- 180 meters Scaled)
 LB1417
 LB1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL827238(NAD 83)
 LB1417
 LB1417                          SUPERSEDED SURVEY CONTROL
 LB1417
 LB1417.No superseded survey control is available for this station.
 LB1417
 LB1417_MARKER: DB = BENCH MARK DISK
 LB1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1417_SP_SET: BRIDGE
 LB1417_STAMPING: J 107 RESET 1970
 LB1417_MARK LOGO: CGS
 LB1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1417+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1417
 LB1417  HISTORY     - Date     Condition        Report By
 LB1417  HISTORY     - 1970     MONUMENTED       INHD
 LB1417  HISTORY     - 20120327 GOOD             IN-073
 LB1417
 LB1417                          STATION DESCRIPTION
 LB1417
 LB1417'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1970
 LB1417'4.8 MI E FROM FOREMAN.
 LB1417'ABOUT 4.75 MILES EAST OF BROWNS STORE AT FOREMAN, ON STATE ROAD 16,
 LB1417'0.35 MILE WEST OF JORDAN TOWNSHIP SCHOOL, 0.2 MILE WEST OF A
 LB1417'CROSSROAD, SET IN THE TOP OF THE SOUTHEAST WING OF PREST CONCRETE
 LB1417'BOX BEAM BRIDGE OVER CARPENTERS CREEK, 17.25 FEET SOUTH OF THE
 LB1417'CENETER LINE OF ROADWAY, AND 0.83 FOOT ABOVE THE BRIDGE FLOOR LEVEL.
 LB1417
 LB1417                          STATION RECOVERY (2012)
 LB1417
 LB1417'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1345 ***********************************************************************
 LB1345  DESIGNATION -  J 108
 LB1345  PID         -  LB1345
 LB1345  STATE/COUNTY-  IN/JASPER
 LB1345  COUNTRY     -  US
 LB1345  USGS QUAD   -  RENSSELAER (2019)
 LB1345
 LB1345                         *CURRENT SURVEY CONTROL
 LB1345  ______________________________________________________________________
 LB1345* NAD 83(1986) POSITION- 40 52 38.     (N) 087 09 16.     (W)   SCALED
 LB1345* NAVD 88 ORTHO HEIGHT -   202.383 (meters)      663.98  (feet) ADJUSTED
 LB1345  ______________________________________________________________________
 LB1345  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 LB1345  DYNAMIC HEIGHT  -        202.294 (meters)      663.69  (feet) COMP
 LB1345  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LB1345
 LB1345  VERT ORDER      -  SECOND    CLASS 0
 LB1345
 LB1345.The horizontal coordinates were scaled from a map and have
 LB1345.an estimated accuracy of +/- 6 seconds.
 LB1345
 LB1345.The orthometric height was determined by differential leveling and
 LB1345.adjusted by the NATIONAL GEODETIC SURVEY
 LB1345.in June 1991.
 LB1345
 LB1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1345.GEOID18 height accuracy estimate available here.
 LB1345
 LB1345.Click photographs - Photos may exist for this station.
 LB1345
 LB1345.The dynamic height is computed by dividing the NAVD 88
 LB1345.geopotential number by the normal gravity value computed on the
 LB1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1345.degrees latitude (g = 980.6199 gals.).
 LB1345
 LB1345.The modeled gravity was interpolated from observed gravity values.
 LB1345
 LB1345;                    North         East    Units  Estimated Accuracy
 LB1345;SPC IN W     -   624,930.      894,010.      MT  (+/- 180 meters Scaled)
 LB1345
 LB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869251(NAD 83)
 LB1345
 LB1345                          SUPERSEDED SURVEY CONTROL
 LB1345
 LB1345  NGVD 29 (??/??/92)  202.467  (m)          664.26   (f) ADJ UNCH    2 0
 LB1345
 LB1345.Superseded values are not recommended for survey control.
 LB1345
 LB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1345.See file dsdata.pdf to determine how the superseded data were derived.
 LB1345
 LB1345_MARKER: DB = BENCH MARK DISK
 LB1345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1345_SP_SET: BOX CULVERT HEADWALL
 LB1345_STAMPING: J 108 1946
 LB1345_MARK LOGO: CGS
 LB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1345+STABILITY: SURFACE MOTION
 LB1345
 LB1345  HISTORY     - Date     Condition        Report By
 LB1345  HISTORY     - 1946     MONUMENTED       CGS
 LB1345  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1345  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1345  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1345
 LB1345                          STATION DESCRIPTION
 LB1345
 LB1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1345'4.1 MI S FROM RENSSELAER.
 LB1345'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1345'HOUSE AT RENSSELAER, 0.7 MILE NORTH OF THE INTERSECTION WITH
 LB1345'STATE HIGHWAY 16, ABOUT 30 YARDS SOUTH OF THE OVERHEAD CROSSING
 LB1345'OF A POWER LINE LEADING WEST, IN THE TOP OF THE NORTH END OF THE
 LB1345'EAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 18.5 FEET EAST
 LB1345'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 LB1345'HIGHWAY.
 LB1345
 LB1345                          STATION RECOVERY (2007)
 LB1345
 LB1345'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1345'NO HEADWALL
 LB1345
 LB1345                          STATION RECOVERY (2008)
 LB1345
 LB1345'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1345'NO HEADWALL IN VICINITY
 LB1345
 LB1345                          STATION RECOVERY (2012)
 LB1345
 LB1345'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1432 ***********************************************************************
 LB1432  DESIGNATION -  J 109
 LB1432  PID         -  LB1432
 LB1432  STATE/COUNTY-  IN/WHITE
 LB1432  COUNTRY     -  US
 LB1432  USGS QUAD   -  WOLCOTT (2019)
 LB1432
 LB1432                         *CURRENT SURVEY CONTROL
 LB1432  ______________________________________________________________________
 LB1432* NAD 83(1986) POSITION- 40 45 31.     (N) 087 03 38.     (W)   SCALED
 LB1432* NAVD 88 ORTHO HEIGHT -   219.773 (meters)      721.04  (feet) ADJUSTED
 LB1432  ______________________________________________________________________
 LB1432  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 LB1432  DYNAMIC HEIGHT  -        219.672 (meters)      720.71  (feet) COMP
 LB1432  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 LB1432
 LB1432  VERT ORDER      -  SECOND    CLASS 0
 LB1432
 LB1432.The horizontal coordinates were scaled from a map and have
 LB1432.an estimated accuracy of +/- 6 seconds.
 LB1432
 LB1432.The orthometric height was determined by differential leveling and
 LB1432.adjusted by the NATIONAL GEODETIC SURVEY
 LB1432.in June 1991.
 LB1432
 LB1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1432.GEOID18 height accuracy estimate available here.
 LB1432
 LB1432.Click photographs - Photos may exist for this station.
 LB1432
 LB1432.The dynamic height is computed by dividing the NAVD 88
 LB1432.geopotential number by the normal gravity value computed on the
 LB1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1432.degrees latitude (g = 980.6199 gals.).
 LB1432
 LB1432.The modeled gravity was interpolated from observed gravity values.
 LB1432
 LB1432;                    North         East    Units  Estimated Accuracy
 LB1432;SPC IN W     -   611,750.      901,920.      MT  (+/- 180 meters Scaled)
 LB1432
 LB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL948119(NAD 83)
 LB1432
 LB1432                          SUPERSEDED SURVEY CONTROL
 LB1432
 LB1432  NGVD 29 (??/??/92)  219.855  (m)          721.31   (f) ADJ UNCH    2 0
 LB1432
 LB1432.Superseded values are not recommended for survey control.
 LB1432
 LB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1432.See file dsdata.pdf to determine how the superseded data were derived.
 LB1432
 LB1432_MARKER: DB = BENCH MARK DISK
 LB1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1432_STAMPING: J 109 1946
 LB1432_MARK LOGO: CGS
 LB1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1432+STABILITY: SURFACE MOTION
 LB1432
 LB1432  HISTORY     - Date     Condition        Report By
 LB1432  HISTORY     - 1946     MONUMENTED       CGS
 LB1432  HISTORY     - 20120626 GOOD             GEOCAC
 LB1432
 LB1432                          STATION DESCRIPTION
 LB1432
 LB1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1432'0.9 MI W FROM WOLCOTT.
 LB1432'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1432'STATION AT WOLCOTT, ABOUT 0.2 MILE WEST OF A WATER TANK, 0.1 MILE
 LB1432'EAST OF MILEPOST 37, AT A DIRT ROAD CROSSING, 46.6 FEET NORTH
 LB1432'OF THE NORTH RAIL OF THE TRACK, 23 FEET WEST OF THE CENTER LINE
 LB1432'OF THE DIRT ROAD, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 LB1432'LINE, 5.3 FEET WEST OF A FENCE CORNER, AND ABOUT 2 FEET BELOW
 LB1432'TRACK LEVEL.  A STANDARD DISK, STAMPED J 109 1946 AND SET IN THE
 LB1432'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB1432
 LB1432                          STATION RECOVERY (2012)
 LB1432
 LB1432'RECOVERY NOTE BY GEOCACHING 2012 (BPS)
 LB1432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0839 ***********************************************************************
 JA0839  DESIGNATION -  J 11
 JA0839  PID         -  JA0839
 JA0839  STATE/COUNTY-  IN/DAVIESS
 JA0839  COUNTRY     -  US
 JA0839  USGS QUAD   -  WASHINGTON (2019)
 JA0839
 JA0839                         *CURRENT SURVEY CONTROL
 JA0839  ______________________________________________________________________
 JA0839* NAD 83(1986) POSITION- 38 39 21.61   (N) 087 10 19.48   (W)   HD_HELD1
 JA0839* NAVD 88 ORTHO HEIGHT -   153.483 (meters)      503.55  (feet) ADJUSTED
 JA0839  ______________________________________________________________________
 JA0839  GEOID HEIGHT    -        -32.308 (meters)                     GEOID18
 JA0839  DYNAMIC HEIGHT  -        153.386 (meters)      503.23  (feet) COMP
 JA0839  MODELED GRAVITY -    979,990.5   (mgal)                       NAVD 88
 JA0839
 JA0839  VERT ORDER      -  FIRST     CLASS II
 JA0839
 JA0839.The horizontal coordinates were determined by differentially corrected
 JA0839.hand held GPS observations or other comparable positioning techniques
 JA0839.and have an estimated accuracy of +/- 3 meters.
 JA0839
 JA0839.The orthometric height was determined by differential leveling and
 JA0839.adjusted by the NATIONAL GEODETIC SURVEY
 JA0839.in June 1991.
 JA0839
 JA0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0839.GEOID18 height accuracy estimate available here.
 JA0839
 JA0839.Click photographs - Photos may exist for this station.
 JA0839
 JA0839.The dynamic height is computed by dividing the NAVD 88
 JA0839.geopotential number by the normal gravity value computed on the
 JA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0839.degrees latitude (g = 980.6199 gals.).
 JA0839
 JA0839.The modeled gravity was interpolated from observed gravity values.
 JA0839
 JA0839;                    North         East    Units  Estimated Accuracy
 JA0839;SPC IN W     -   378,313.4     892,275.6     MT  (+/- 3 meters HH1 GPS) 
 JA0839
 JA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8502778618(NAD 83)
 JA0839
 JA0839                          SUPERSEDED SURVEY CONTROL
 JA0839
 JA0839  NGVD 29 (??/??/92)  153.608  (m)          503.96   (f) ADJ UNCH    1 2
 JA0839
 JA0839.Superseded values are not recommended for survey control.
 JA0839
 JA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0839.See file dsdata.pdf to determine how the superseded data were derived.
 JA0839
 JA0839_MARKER: DB = BENCH MARK DISK
 JA0839_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JA0839_SP_SET: FOUNDATION
 JA0839_STAMPING: J 11 1930 503.962
 JA0839_MARK LOGO: CGS
 JA0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0839+STABILITY: POSITION/ELEVATION WELL
 JA0839
 JA0839  HISTORY     - Date     Condition        Report By
 JA0839  HISTORY     - 1930     MONUMENTED       CGS
 JA0839  HISTORY     - 1965     GOOD             CGS
 JA0839  HISTORY     - 1985     GOOD             NGS
 JA0839  HISTORY     - 20011125 GOOD             INDIV
 JA0839
 JA0839                          STATION DESCRIPTION
 JA0839
 JA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0839'0.2 MI NE FROM WASHINGTON.
 JA0839'ABOUT 0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0839'THE STATION AT WASHINGTON, THENCE 0.05 MILE NORTH ALONG SOUTHEAST
 JA0839'3RD STREET, IN SECTION 27, T 3 N, R 7 W, SET IN THE TOP OF THE
 JA0839'EXTENDED TOP STEP AT THE FRONT ENTRANCE TO THE POST OFFICE
 JA0839'BUILDING, 2.9 FEET EAST OF THE MOST WESTERLY OF 6 PILLARS, AND
 JA0839'ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 JA0839
 JA0839                          STATION RECOVERY (1985)
 JA0839
 JA0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0839'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JA0839'WASHINGTON, AT 301 EAST SOUTH STREET, IN TOP OF THE FOUNDATION OF THE
 JA0839'WASHINGTON COMMUNITY SCHOOLS INCORPORATED BUILDING (OLD POST OFFICE),
 JA0839'7.0 M (23.0 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 5.5 M
 JA0839'(18.0 FT) WEST OF THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING,
 JA0839'0.9 M (3.0 FT) EAST OF THE EAST EDGE OF THE MOST WESTERLY ONE OF SIX
 JA0839'PILLARS, AND 0.7 M (2.3 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 JA0839'THE MARK IS 0.9 M ABOVE THE GROUND.
 JA0839
 JA0839                          STATION RECOVERY (2001)
 JA0839
 JA0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KRH)
 JA0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1081 ***********************************************************************
 LB1081  DESIGNATION -  J 110
 LB1081  PID         -  LB1081
 LB1081  STATE/COUNTY-  IN/JASPER
 LB1081  COUNTRY     -  US
 LB1081  USGS QUAD   -  FRANCESVILLE (2019)
 LB1081
 LB1081                         *CURRENT SURVEY CONTROL
 LB1081  ______________________________________________________________________
 LB1081* NAD 83(1986) POSITION- 40 59 05.     (N) 086 56 59.     (W)   SCALED
 LB1081* NAVD 88 ORTHO HEIGHT -   207.963 (meters)      682.29  (feet) ADJUSTED
 LB1081  ______________________________________________________________________
 LB1081  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 LB1081  DYNAMIC HEIGHT  -        207.871 (meters)      681.99  (feet) COMP
 LB1081  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 LB1081
 LB1081  VERT ORDER      -  SECOND    CLASS 0
 LB1081
 LB1081.The horizontal coordinates were scaled from a map and have
 LB1081.an estimated accuracy of +/- 6 seconds.
 LB1081
 LB1081.The orthometric height was determined by differential leveling and
 LB1081.adjusted by the NATIONAL GEODETIC SURVEY
 LB1081.in June 1991.
 LB1081
 LB1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1081.GEOID18 height accuracy estimate available here.
 LB1081
 LB1081.Click photographs - Photos may exist for this station.
 LB1081
 LB1081.The dynamic height is computed by dividing the NAVD 88
 LB1081.geopotential number by the normal gravity value computed on the
 LB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1081.degrees latitude (g = 980.6199 gals.).
 LB1081
 LB1081.The modeled gravity was interpolated from observed gravity values.
 LB1081
 LB1081;                    North         East    Units  Estimated Accuracy
 LB1081;SPC IN W     -   636,870.      911,240.      MT  (+/- 180 meters Scaled)
 LB1081
 LB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL042370(NAD 83)
 LB1081
 LB1081                          SUPERSEDED SURVEY CONTROL
 LB1081
 LB1081  NGVD 29 (??/??/92)  208.058  (m)          682.60   (f) ADJ UNCH    2 0
 LB1081
 LB1081.Superseded values are not recommended for survey control.
 LB1081
 LB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1081.See file dsdata.pdf to determine how the superseded data were derived.
 LB1081
 LB1081_MARKER: DB = BENCH MARK DISK
 LB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1081_STAMPING: J 110 1946
 LB1081_MARK LOGO: CGS
 LB1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1081+STABILITY: SURFACE MOTION
 LB1081
 LB1081  HISTORY     - Date     Condition        Report By
 LB1081  HISTORY     - 1946     MONUMENTED       CGS
 LB1081  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1081
 LB1081                          STATION DESCRIPTION
 LB1081
 LB1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1081'3.5 MI W FROM FRANCESVILLE.
 LB1081'ABOUT 3.5 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1081'FRANCESVILLE, 1.0 MILE WEST OF THE PULASKI-JASPER COUNTY LINE,
 LB1081'AT A T ROAD JUNCTION LEADING NORTH, 23 FEET NORTH OF THE CENTER
 LB1081'LINE OF THE MAIN ROAD, 49 FEET WEST OF THE CENTER LINE OF THE
 LB1081'ROAD LEADING NORTH, 29 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 LB1081'OF THE NORTH RIGHT-OF-WAY FENCE, ABOUT 0.5 FOOT BELOW ROAD LEVEL
 LB1081'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB1081
 LB1081                          STATION RECOVERY (2012)
 LB1081
 LB1081'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0812 ***********************************************************************
 KA0812  DESIGNATION -  J 111
 KA0812  PID         -  KA0812
 KA0812  STATE/COUNTY-  IN/BOONE
 KA0812  COUNTRY     -  US
 KA0812  USGS QUAD   -  LIZTON (2019)
 KA0812
 KA0812                         *CURRENT SURVEY CONTROL
 KA0812  ______________________________________________________________________
 KA0812* NAD 83(1986) POSITION- 39 59 45.45   (N) 086 37 11.77   (W)   HD_HELD1
 KA0812* NAVD 88 ORTHO HEIGHT -   284.726 (meters)      934.14  (feet) ADJUSTED
 KA0812  ______________________________________________________________________
 KA0812  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 KA0812  DYNAMIC HEIGHT  -        284.571 (meters)      933.63  (feet) COMP
 KA0812  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA0812
 KA0812  VERT ORDER      -  SECOND    CLASS 0
 KA0812
 KA0812.The horizontal coordinates were determined by differentially corrected
 KA0812.hand held GPS observations or other comparable positioning techniques
 KA0812.and have an estimated accuracy of +/- 3 meters.
 KA0812
 KA0812.The orthometric height was determined by differential leveling and
 KA0812.adjusted by the NATIONAL GEODETIC SURVEY
 KA0812.in June 1991.
 KA0812
 KA0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0812.GEOID18 height accuracy estimate available here.
 KA0812
 KA0812.Click photographs - Photos may exist for this station.
 KA0812
 KA0812.The dynamic height is computed by dividing the NAVD 88
 KA0812.geopotential number by the normal gravity value computed on the
 KA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0812.degrees latitude (g = 980.6199 gals.).
 KA0812
 KA0812.The modeled gravity was interpolated from observed gravity values.
 KA0812
 KA0812;                    North         East    Units  Estimated Accuracy
 KA0812;SPC IN W     -   527,171.7     939,572.4     MT  (+/- 3 meters HH1 GPS) 
 KA0812
 KA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3244427377(NAD 83)
 KA0812
 KA0812                          SUPERSEDED SURVEY CONTROL
 KA0812
 KA0812  NGVD 29 (??/??/92)  284.818  (m)          934.44   (f) ADJ UNCH    2 0
 KA0812
 KA0812.Superseded values are not recommended for survey control.
 KA0812
 KA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0812.See file dsdata.pdf to determine how the superseded data were derived.
 KA0812
 KA0812_MARKER: DB = BENCH MARK DISK
 KA0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0812_SP_SET: BUILDING
 KA0812_STAMPING: J 111 1946
 KA0812_MARK LOGO: CGS
 KA0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0812
 KA0812  HISTORY     - Date     Condition        Report By
 KA0812  HISTORY     - 1946     MONUMENTED       CGS
 KA0812
 KA0812                          STATION DESCRIPTION
 KA0812
 KA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0812'AT ADVANCE.
 KA0812'AT ADVANCE, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 KA0812'CORNER OF THE STATE BANK OF ADVANCE BUILDING, 2.9 FEET SOUTH OF
 KA0812'THE CORNER AND 4.1 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 KA0812'DISK, STAMPED J 111 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0610 ***********************************************************************
 LB0610  DESIGNATION -  J 112
 LB0610  PID         -  LB0610
 LB0610  STATE/COUNTY-  IN/BOONE
 LB0610  COUNTRY     -  US
 LB0610  USGS QUAD   -  ROSSTON (2019)
 LB0610
 LB0610                         *CURRENT SURVEY CONTROL
 LB0610  ______________________________________________________________________
 LB0610* NAD 83(1986) POSITION- 40 02 26.     (N) 086 18 43.     (W)   SCALED
 LB0610* NAVD 88 ORTHO HEIGHT -   282.905 (meters)      928.16  (feet) ADJUSTED
 LB0610  ______________________________________________________________________
 LB0610  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 LB0610  DYNAMIC HEIGHT  -        282.747 (meters)      927.65  (feet) COMP
 LB0610  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LB0610
 LB0610  VERT ORDER      -  SECOND    CLASS 0
 LB0610
 LB0610.The horizontal coordinates were scaled from a map and have
 LB0610.an estimated accuracy of +/- 6 seconds.
 LB0610
 LB0610.The orthometric height was determined by differential leveling and
 LB0610.adjusted by the NATIONAL GEODETIC SURVEY
 LB0610.in June 1991.
 LB0610
 LB0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0610.GEOID18 height accuracy estimate available here.
 LB0610
 LB0610.Click photographs - Photos may exist for this station.
 LB0610
 LB0610.The dynamic height is computed by dividing the NAVD 88
 LB0610.geopotential number by the normal gravity value computed on the
 LB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0610.degrees latitude (g = 980.6199 gals.).
 LB0610
 LB0610.The modeled gravity was interpolated from observed gravity values.
 LB0610
 LB0610;                    North         East    Units  Estimated Accuracy
 LB0610;SPC IN W     -   532,310.      965,830.      MT  (+/- 180 meters Scaled)
 LB0610
 LB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK586324(NAD 83)
 LB0610
 LB0610                          SUPERSEDED SURVEY CONTROL
 LB0610
 LB0610  NGVD 29 (??/??/92)  283.012  (m)          928.52   (f) ADJ UNCH    2 0
 LB0610
 LB0610.Superseded values are not recommended for survey control.
 LB0610
 LB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0610.See file dsdata.pdf to determine how the superseded data were derived.
 LB0610
 LB0610_MARKER: DB = BENCH MARK DISK
 LB0610_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0610_SP_SET: BOX CULVERT HEADWALL
 LB0610_STAMPING: J 112 1946
 LB0610_MARK LOGO: CGS
 LB0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0610+STABILITY: SURFACE MOTION
 LB0610
 LB0610  HISTORY     - Date     Condition        Report By
 LB0610  HISTORY     - 1946     MONUMENTED       CGS
 LB0610  HISTORY     - 1977     GOOD             LOCENG
 LB0610
 LB0610                          STATION DESCRIPTION
 LB0610
 LB0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0610'8.7 MI E FROM LEBANON.
 LB0610'ALONG STATE HIGHWAY 32 ABOUT 8.7 MILES EAST FROM THE COUNTY
 LB0610'COURT HOUSE AT LEBANON, 0.25 MILE EAST OF THE JUNCTION OF A
 LB0610'GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE CENTER OF THE
 LB0610'NORTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 15 FEET NORTH
 LB0610'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE ROAD
 LB0610'LEVEL.  A STANDARD DISK, STAMPED J 112 1946.
 LB0610
 LB0610                          STATION RECOVERY (1977)
 LB0610
 LB0610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0854 ***********************************************************************
 LB0854  DESIGNATION -  J 113
 LB0854  PID         -  LB0854
 LB0854  STATE/COUNTY-  IN/BOONE
 LB0854  COUNTRY     -  US
 LB0854  USGS QUAD   -  THORNTOWN (2019)
 LB0854
 LB0854                         *CURRENT SURVEY CONTROL
 LB0854  ______________________________________________________________________
 LB0854* NAD 83(1986) POSITION- 40 08 02.     (N) 086 36 21.     (W)   SCALED
 LB0854* NAVD 88 ORTHO HEIGHT -   256.962 (meters)      843.05  (feet) ADJUSTED
 LB0854  ______________________________________________________________________
 LB0854  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 LB0854  DYNAMIC HEIGHT  -        256.823 (meters)      842.59  (feet) COMP
 LB0854  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 LB0854
 LB0854  VERT ORDER      -  SECOND    CLASS 0
 LB0854
 LB0854.The horizontal coordinates were scaled from a map and have
 LB0854.an estimated accuracy of +/- 6 seconds.
 LB0854
 LB0854.The orthometric height was determined by differential leveling and
 LB0854.adjusted by the NATIONAL GEODETIC SURVEY
 LB0854.in June 1991.
 LB0854
 LB0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0854.GEOID18 height accuracy estimate available here.
 LB0854
 LB0854.Click photographs - Photos may exist for this station.
 LB0854
 LB0854.The dynamic height is computed by dividing the NAVD 88
 LB0854.geopotential number by the normal gravity value computed on the
 LB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0854.degrees latitude (g = 980.6199 gals.).
 LB0854
 LB0854.The modeled gravity was interpolated from observed gravity values.
 LB0854
 LB0854;                    North         East    Units  Estimated Accuracy
 LB0854;SPC IN W     -   542,490.      940,700.      MT  (+/- 180 meters Scaled)
 LB0854
 LB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK335426(NAD 83)
 LB0854
 LB0854                          SUPERSEDED SURVEY CONTROL
 LB0854
 LB0854  NGVD 29 (??/??/92)  257.058  (m)          843.36   (f) ADJ UNCH    2 0
 LB0854
 LB0854.Superseded values are not recommended for survey control.
 LB0854
 LB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0854.See file dsdata.pdf to determine how the superseded data were derived.
 LB0854
 LB0854_MARKER: DB = BENCH MARK DISK
 LB0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0854_SP_SET: OVERPASS WINGWALL
 LB0854_STAMPING: J 113 1946
 LB0854_MARK LOGO: CGS
 LB0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0854
 LB0854  HISTORY     - Date     Condition        Report By
 LB0854  HISTORY     - 1946     MONUMENTED       CGS
 LB0854  HISTORY     - 1977     GOOD             LOCENG
 LB0854
 LB0854                          STATION DESCRIPTION
 LB0854
 LB0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0854'0.4 MI NW FROM THORNTOWN.
 LB0854'ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LB0854'ABOUT 0.45 MILE NORTHWEST OF THE STATION AT THORNTOWN, SET IN
 LB0854'THE TOP OF THE NORTHEAST WINGWALL OF A CONCRETE OVERPASS OVER A
 LB0854'PAVED STREET NEAR MILEAGE 148/00, 9.5 FEET NORTHEAST OF THE
 LB0854'NORTHEAST RAIL OF THE TRACK AND ABOUT 2 1/2 FEET LOWER THAN
 LB0854'THE TRACK.  A STANDARD DISK, STAMPED J 113 1946.
 LB0854
 LB0854                          STATION RECOVERY (1977)
 LB0854
 LB0854'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0645 ***********************************************************************
 LB0645  DESIGNATION -  J 114
 LB0645  PID         -  LB0645
 LB0645  STATE/COUNTY-  IN/BOONE
 LB0645  COUNTRY     -  US
 LB0645  USGS QUAD   -  MECHANICSBURG (2019)
 LB0645
 LB0645                         *CURRENT SURVEY CONTROL
 LB0645  ______________________________________________________________________
 LB0645* NAD 83(1986) POSITION- 40 10 33.     (N) 086 29 13.     (W)   SCALED
 LB0645* NAVD 88 ORTHO HEIGHT -   265.873 (meters)      872.29  (feet) ADJUSTED
 LB0645  ______________________________________________________________________
 LB0645  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 LB0645  DYNAMIC HEIGHT  -        265.730 (meters)      871.82  (feet) COMP
 LB0645  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 LB0645
 LB0645  VERT ORDER      -  SECOND    CLASS 0
 LB0645
 LB0645.The horizontal coordinates were scaled from a map and have
 LB0645.an estimated accuracy of +/- 6 seconds.
 LB0645
 LB0645.The orthometric height was determined by differential leveling and
 LB0645.adjusted by the NATIONAL GEODETIC SURVEY
 LB0645.in June 1991.
 LB0645
 LB0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0645.GEOID18 height accuracy estimate available here.
 LB0645
 LB0645.Click photographs - Photos may exist for this station.
 LB0645
 LB0645.The dynamic height is computed by dividing the NAVD 88
 LB0645.geopotential number by the normal gravity value computed on the
 LB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0645.degrees latitude (g = 980.6199 gals.).
 LB0645
 LB0645.The modeled gravity was interpolated from observed gravity values.
 LB0645
 LB0645;                    North         East    Units  Estimated Accuracy
 LB0645;SPC IN W     -   547,210.      950,800.      MT  (+/- 180 meters Scaled)
 LB0645
 LB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK436473(NAD 83)
 LB0645
 LB0645                          SUPERSEDED SURVEY CONTROL
 LB0645
 LB0645  NGVD 29 (??/??/92)  265.98   (m)          872.6    (f) COMPUTED    2 0
 LB0645
 LB0645.Superseded values are not recommended for survey control.
 LB0645
 LB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0645.See file dsdata.pdf to determine how the superseded data were derived.
 LB0645
 LB0645_MARKER: DB = BENCH MARK DISK
 LB0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0645_SP_SET: BRIDGE WINGWALL
 LB0645_STAMPING: J 114 1946
 LB0645_MARK LOGO: CGS
 LB0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0645
 LB0645  HISTORY     - Date     Condition        Report By
 LB0645  HISTORY     - 1946     MONUMENTED       CGS
 LB0645
 LB0645                          STATION DESCRIPTION
 LB0645
 LB0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0645'1.1 MI N FROM MECHANICSBURG.
 LB0645'ALONG STATE HIGHWAY 39 ABOUT 1.1 MILE NORTH OF THE BANK BUILDING
 LB0645'AT MECHANICSBURG, 0.1 MILE SOUTH OF THE BOONE-CLINTON COUNTY
 LB0645'LINE, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A 15-FOOT
 LB0645'CONCRETE BRIDGE, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LB0645'AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0646 ***********************************************************************
 LB0646  DESIGNATION -  J 114 RESET
 LB0646  PID         -  LB0646
 LB0646  STATE/COUNTY-  IN/BOONE
 LB0646  COUNTRY     -  US
 LB0646  USGS QUAD   -  MECHANICSBURG (2019)
 LB0646
 LB0646                         *CURRENT SURVEY CONTROL
 LB0646  ______________________________________________________________________
 LB0646* NAD 83(1986) POSITION- 40 10 33.00   (N) 086 29 13.52   (W)   HD_HELD1
 LB0646* NAVD 88 ORTHO HEIGHT -   265.85  (meters)      872.2   (feet) RESET
 LB0646  ______________________________________________________________________
 LB0646  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 LB0646  VERT ORDER      -  THIRD
 LB0646
 LB0646.The horizontal coordinates were determined by differentially corrected
 LB0646.hand held GPS observations or other comparable positioning techniques
 LB0646.and have an estimated accuracy of +/- 3 meters.
 LB0646
 LB0646.The orthometric height was computed from unverified reset data.
 LB0646
 LB0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0646.GEOID18 height accuracy estimate available here.
 LB0646
 LB0646.Click photographs - Photos may exist for this station.
 LB0646
 LB0646;                    North         East    Units  Estimated Accuracy
 LB0646;SPC IN W     -   547,211.3     950,783.2     MT  (+/- 3 meters HH1 GPS) 
 LB0646
 LB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4366947399(NAD 83)
 LB0646
 LB0646                          SUPERSEDED SURVEY CONTROL
 LB0646
 LB0646.No superseded survey control is available for this station.
 LB0646
 LB0646_MARKER: DB = BENCH MARK DISK
 LB0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0646_STAMPING: J 114 RESET 1953
 LB0646_MARK LOGO: CGS
 LB0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0646+STABILITY: SURFACE MOTION
 LB0646
 LB0646  HISTORY     - Date     Condition        Report By
 LB0646  HISTORY     - 1953     MONUMENTED       INHD
 LB0646  HISTORY     - 1954     GOOD             CGS
 LB0646
 LB0646                          STATION DESCRIPTION
 LB0646
 LB0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0646'1.1 MI N FROM MECHANICSBURG.
 LB0646'1.1 MILES NORTH ALONG STATE HIGHWY 39 FROM THE BANK BUILDING
 LB0646'AT MECHANICSBURG, BOONE COUNTY, 0.1 MILE SOUTH OF THE BOONE-CLINTON
 LB0646'COUNTY LINE, JUST NORTH OF A 16-FOOT CONCRETE CULVERT, 59
 LB0646'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY
 LB0646'FENCE.  A STANDARD DISK, STAMPED J 114 RESET 1953 AND SET IN
 LB0646'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0099 ***********************************************************************
 LB0099  DESIGNATION -  J 115
 LB0099  PID         -  LB0099
 LB0099  STATE/COUNTY-  IN/CASS
 LB0099  COUNTRY     -  US
 LB0099  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0099
 LB0099                         *CURRENT SURVEY CONTROL
 LB0099  ______________________________________________________________________
 LB0099* NAD 83(1986) POSITION- 40 36 20.     (N) 086 15 31.     (W)   SCALED
 LB0099* NAVD 88 ORTHO HEIGHT -   231.026 (meters)      757.96  (feet) ADJUSTED
 LB0099  ______________________________________________________________________
 LB0099  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 LB0099  DYNAMIC HEIGHT  -        230.911 (meters)      757.58  (feet) COMP
 LB0099  MODELED GRAVITY -    980,120.7   (mgal)                       NAVD 88
 LB0099
 LB0099  VERT ORDER      -  SECOND    CLASS 0
 LB0099
 LB0099.The horizontal coordinates were scaled from a map and have
 LB0099.an estimated accuracy of +/- 6 seconds.
 LB0099
 LB0099.The orthometric height was determined by differential leveling and
 LB0099.adjusted by the NATIONAL GEODETIC SURVEY
 LB0099.in June 1991.
 LB0099
 LB0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0099.GEOID18 height accuracy estimate available here.
 LB0099
 LB0099.Click photographs - Photos may exist for this station.
 LB0099
 LB0099.The dynamic height is computed by dividing the NAVD 88
 LB0099.geopotential number by the normal gravity value computed on the
 LB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0099.degrees latitude (g = 980.6199 gals.).
 LB0099
 LB0099.The modeled gravity was interpolated from observed gravity values.
 LB0099
 LB0099;                    North         East    Units  Estimated Accuracy
 LB0099;SPC IN E     -   594,930.       49,900.      MT  (+/- 180 meters Scaled)
 LB0099
 LB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK627952(NAD 83)
 LB0099
 LB0099                          SUPERSEDED SURVEY CONTROL
 LB0099
 LB0099  NGVD 29 (??/??/92)  231.143  (m)          758.34   (f) ADJ UNCH    2 0
 LB0099
 LB0099.Superseded values are not recommended for survey control.
 LB0099
 LB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0099.See file dsdata.pdf to determine how the superseded data were derived.
 LB0099
 LB0099_MARKER: DB = BENCH MARK DISK
 LB0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0099_SP_SET: PIPE CULVERT HEADWALL
 LB0099_STAMPING: J 115 1946
 LB0099_MARK LOGO: CGS
 LB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0099+STABILITY: SURFACE MOTION
 LB0099
 LB0099  HISTORY     - Date     Condition        Report By
 LB0099  HISTORY     - 1946     MONUMENTED       CGS
 LB0099
 LB0099                          STATION DESCRIPTION
 LB0099
 LB0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0099'3 MI W FROM LINCOLN.
 LB0099'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE GRAIN ELEVATOR
 LB0099'AT LINCOLN, THENCE 0.45 MILE SOUTH ALONG A PAVED ROAD, THENCE
 LB0099'0.9 MILE WEST ALONG A GRAVEL ROAD, 29 FEET WEST OF THE CENTER
 LB0099'LINE OF A DRIVEWAY TO THE RUTH ARMSTRONG FARM HOUSE, SET IN THE
 LB0099'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF AN 18-INCH
 LB0099'PIPE CULVERT, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 LB0099'ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED J 115
 LB0099'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0325 ***********************************************************************
 LB0325  DESIGNATION -  J 116
 LB0325  PID         -  LB0325
 LB0325  STATE/COUNTY-  IN/CARROLL
 LB0325  COUNTRY     -  US
 LB0325  USGS QUAD   -  BURLINGTON (2019)
 LB0325
 LB0325                         *CURRENT SURVEY CONTROL
 LB0325  ______________________________________________________________________
 LB0325* NAD 83(1986) POSITION- 40 27 26.     (N) 086 23 33.     (W)   SCALED
 LB0325* NAVD 88 ORTHO HEIGHT -   241.400 (meters)      791.99  (feet) ADJUSTED
 LB0325  ______________________________________________________________________
 LB0325  GEOID HEIGHT    -        -34.262 (meters)                     GEOID18
 LB0325  DYNAMIC HEIGHT  -        241.275 (meters)      791.58  (feet) COMP
 LB0325  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 LB0325
 LB0325  VERT ORDER      -  SECOND    CLASS 0
 LB0325
 LB0325.The horizontal coordinates were scaled from a map and have
 LB0325.an estimated accuracy of +/- 6 seconds.
 LB0325
 LB0325.The orthometric height was determined by differential leveling and
 LB0325.adjusted by the NATIONAL GEODETIC SURVEY
 LB0325.in June 1991.
 LB0325
 LB0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0325.GEOID18 height accuracy estimate available here.
 LB0325
 LB0325.Click photographs - Photos may exist for this station.
 LB0325
 LB0325.The dynamic height is computed by dividing the NAVD 88
 LB0325.geopotential number by the normal gravity value computed on the
 LB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0325.degrees latitude (g = 980.6199 gals.).
 LB0325
 LB0325.The modeled gravity was interpolated from observed gravity values.
 LB0325
 LB0325;                    North         East    Units  Estimated Accuracy
 LB0325;SPC IN W     -   578,520.      958,600.      MT  (+/- 180 meters Scaled)
 LB0325
 LB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515786(NAD 83)
 LB0325
 LB0325                          SUPERSEDED SURVEY CONTROL
 LB0325
 LB0325  NGVD 29 (??/??/92)  241.508  (m)          792.35   (f) ADJ UNCH    2 0
 LB0325
 LB0325.Superseded values are not recommended for survey control.
 LB0325
 LB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0325.See file dsdata.pdf to determine how the superseded data were derived.
 LB0325
 LB0325_MARKER: DB = BENCH MARK DISK
 LB0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0325_STAMPING: J 116 1946
 LB0325_MARK LOGO: CGS
 LB0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0325+STABILITY: SURFACE MOTION
 LB0325
 LB0325  HISTORY     - Date     Condition        Report By
 LB0325  HISTORY     - 1946     MONUMENTED       CGS
 LB0325
 LB0325                          STATION DESCRIPTION
 LB0325
 LB0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0325'1.4 MI S FROM BURLINGTON.
 LB0325'ABOUT 1.35 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE HIGHSCHOOL
 LB0325'BUILDING AT BURLINGTON, AT THE ENTRANCE TO CHARLES B. THOMAS FARM,
 LB0325'0.25 MILE SOUTH OF A CROSS ROAD, 48.5 FEET EAST OF THE CENTER LINE
 LB0325'OF THE HIGHWAY, 13.5 FEET NORTH OF THE CENTER LINE OF THE FARM
 LB0325'ENTRANCE ROAD, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE
 LB0325'RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 LB0325'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0325'STAMPED J 116 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0325'4 INCHES ABOVE GROUND.  THIS MARK IS ABOUT 2.75 MILES NORTH ALONG
 LB0325'STATE HIGHWAY 29 FROM THE INTERSECTION WITH STATE HIGHWAY 26 AT
 LB0325'MIDDLE FORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0714 ***********************************************************************
 LB0714  DESIGNATION -  J 117
 LB0714  PID         -  LB0714
 LB0714  STATE/COUNTY-  IN/CARROLL
 LB0714  COUNTRY     -  US
 LB0714  USGS QUAD   -  ROSSVILLE (2019)
 LB0714
 LB0714                         *CURRENT SURVEY CONTROL
 LB0714  ______________________________________________________________________
 LB0714* NAD 83(1986) POSITION- 40 28 29.     (N) 086 30 34.     (W)   SCALED
 LB0714* NAVD 88 ORTHO HEIGHT -   226.438 (meters)      742.91  (feet) ADJUSTED
 LB0714  ______________________________________________________________________
 LB0714  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LB0714  DYNAMIC HEIGHT  -        226.323 (meters)      742.53  (feet) COMP
 LB0714  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 LB0714
 LB0714  VERT ORDER      -  SECOND    CLASS 0
 LB0714
 LB0714.The horizontal coordinates were scaled from a map and have
 LB0714.an estimated accuracy of +/- 6 seconds.
 LB0714
 LB0714.The orthometric height was determined by differential leveling and
 LB0714.adjusted by the NATIONAL GEODETIC SURVEY
 LB0714.in June 1991.
 LB0714
 LB0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0714.GEOID18 height accuracy estimate available here.
 LB0714
 LB0714.Click photographs - Photos may exist for this station.
 LB0714
 LB0714.The dynamic height is computed by dividing the NAVD 88
 LB0714.geopotential number by the normal gravity value computed on the
 LB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0714.degrees latitude (g = 980.6199 gals.).
 LB0714
 LB0714.The modeled gravity was interpolated from observed gravity values.
 LB0714
 LB0714;                    North         East    Units  Estimated Accuracy
 LB0714;SPC IN W     -   580,390.      948,660.      MT  (+/- 180 meters Scaled)
 LB0714
 LB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK415805(NAD 83)
 LB0714
 LB0714                          SUPERSEDED SURVEY CONTROL
 LB0714
 LB0714  NGVD 29 (??/??/92)  226.548  (m)          743.27   (f) ADJ UNCH    2 0
 LB0714
 LB0714.Superseded values are not recommended for survey control.
 LB0714
 LB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0714.See file dsdata.pdf to determine how the superseded data were derived.
 LB0714
 LB0714_MARKER: DB = BENCH MARK DISK
 LB0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0714_STAMPING: J 117 1946
 LB0714_MARK LOGO: CGS
 LB0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0714+STABILITY: SURFACE MOTION
 LB0714
 LB0714  HISTORY     - Date     Condition        Report By
 LB0714  HISTORY     - 1946     MONUMENTED       CGS
 LB0714
 LB0714                          STATION DESCRIPTION
 LB0714
 LB0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0714'0.8 MI E FROM CUTLER.
 LB0714'ABOUT 0.8 MILE EAST ALONG THE BURLINGTON-CUTLER ROAD FROM THE
 LB0714'HIGHSCHOOL BUILDING AT CUTLER, AT THE JUNCTION WITH A GRAVEL ROAD
 LB0714'LEADING NORTH, 25.5 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LB0714'ROAD, 19 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 5 FEET
 LB0714'NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE AND ABOUT
 LB0714'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED J 117 1946 AND
 LB0714'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0966 ***********************************************************************
 LB0966  DESIGNATION -  J 118
 LB0966  PID         -  LB0966
 LB0966  STATE/COUNTY-  IN/CARROLL
 LB0966  COUNTRY     -  US
 LB0966  USGS QUAD   -  FLORA (2019)
 LB0966
 LB0966                         *CURRENT SURVEY CONTROL
 LB0966  ______________________________________________________________________
 LB0966* NAD 83(1986) POSITION- 40 30 42.     (N) 086 31 48.     (W)   SCALED
 LB0966* NAVD 88 ORTHO HEIGHT -   222.277 (meters)      729.25  (feet) ADJUSTED
 LB0966  ______________________________________________________________________
 LB0966  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LB0966  DYNAMIC HEIGHT  -        222.165 (meters)      728.89  (feet) COMP
 LB0966  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 LB0966
 LB0966  VERT ORDER      -  SECOND    CLASS 0
 LB0966
 LB0966.The horizontal coordinates were scaled from a map and have
 LB0966.an estimated accuracy of +/- 6 seconds.
 LB0966
 LB0966.The orthometric height was determined by differential leveling and
 LB0966.adjusted by the NATIONAL GEODETIC SURVEY
 LB0966.in June 1991.
 LB0966
 LB0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0966.GEOID18 height accuracy estimate available here.
 LB0966
 LB0966.Click photographs - Photos may exist for this station.
 LB0966
 LB0966.The dynamic height is computed by dividing the NAVD 88
 LB0966.geopotential number by the normal gravity value computed on the
 LB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0966.degrees latitude (g = 980.6199 gals.).
 LB0966
 LB0966.The modeled gravity was interpolated from observed gravity values.
 LB0966
 LB0966;                    North         East    Units  Estimated Accuracy
 LB0966;SPC IN W     -   584,480.      946,900.      MT  (+/- 180 meters Scaled)
 LB0966
 LB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398846(NAD 83)
 LB0966
 LB0966                          SUPERSEDED SURVEY CONTROL
 LB0966
 LB0966  NGVD 29 (??/??/92)  222.39   (m)          729.6    (f) COMPUTED    2 0
 LB0966
 LB0966.Superseded values are not recommended for survey control.
 LB0966
 LB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0966.See file dsdata.pdf to determine how the superseded data were derived.
 LB0966
 LB0966_MARKER: DB = BENCH MARK DISK
 LB0966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0966_SP_SET: CULVERT HEADWALL
 LB0966_STAMPING: J 118 1946
 LB0966_MARK LOGO: CGS
 LB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0966+STABILITY: SURFACE MOTION
 LB0966
 LB0966  HISTORY     - Date     Condition        Report By
 LB0966  HISTORY     - 1946     MONUMENTED       CGS
 LB0966  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0966
 LB0966                          STATION DESCRIPTION
 LB0966
 LB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0966'2.6 MI S FROM FLORA.
 LB0966'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0966'RAILROAD STATION AT FLORA THENCE 2.4 MILES SOUTH ALONG THE GRAVEL
 LB0966'ROAD LEADING TO CUTLER, ABOUT 200 FEET NORTH OF AN EAST-WEST CROSS
 LB0966'ROAD, SET IN THE TOP OF THE WEST HEADWALL OF A 4-FOOT CONCRETE
 LB0966'CULVERT, 10.5 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT
 LB0966'2.0 FEET ABOVE ROAD LEVEL.
 LB0966
 LB0966                          STATION RECOVERY (1961)
 LB0966
 LB0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0966'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0967 ***********************************************************************
 LB0967  DESIGNATION -  J 118 RESET
 LB0967  PID         -  LB0967
 LB0967  STATE/COUNTY-  IN/CARROLL
 LB0967  COUNTRY     -  US
 LB0967  USGS QUAD   -  FLORA (2019)
 LB0967
 LB0967                         *CURRENT SURVEY CONTROL
 LB0967  ______________________________________________________________________
 LB0967* NAD 83(1986) POSITION- 40 30 42.     (N) 086 31 48.     (W)   SCALED
 LB0967* NAVD 88 ORTHO HEIGHT -   220.56  (meters)      723.6   (feet) RESET
 LB0967  ______________________________________________________________________
 LB0967  GEOID HEIGHT    -        -34.167 (meters)                     GEOID18
 LB0967  VERT ORDER      -  THIRD
 LB0967
 LB0967.The horizontal coordinates were scaled from a map and have
 LB0967.an estimated accuracy of +/- 6 seconds.
 LB0967
 LB0967.The orthometric height was computed from unverified reset data.
 LB0967
 LB0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0967.GEOID18 height accuracy estimate available here.
 LB0967
 LB0967.Click photographs - Photos may exist for this station.
 LB0967
 LB0967;                    North         East    Units  Estimated Accuracy
 LB0967;SPC IN W     -   584,480.      946,900.      MT  (+/- 180 meters Scaled)
 LB0967
 LB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398846(NAD 83)
 LB0967
 LB0967                          SUPERSEDED SURVEY CONTROL
 LB0967
 LB0967.No superseded survey control is available for this station.
 LB0967
 LB0967_MARKER: DB = BENCH MARK DISK
 LB0967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0967_SP_SET: CATCH BASIN
 LB0967_STAMPING: J 118 RESET 1954
 LB0967_MARK LOGO: CGS
 LB0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0967
 LB0967  HISTORY     - Date     Condition        Report By
 LB0967  HISTORY     - 1954     MONUMENTED       CGS
 LB0967  HISTORY     - 1956     GOOD             CGS
 LB0967
 LB0967                          STATION DESCRIPTION
 LB0967
 LB0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LB0967'2.6 MI S FROM FLORA.
 LB0967'0.2 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0967'RAILROAD STATION AT FLORA, CARROLL COUNTY, THENCE 2.4 MILES
 LB0967'SOUTH ALONG THE ROAD LEADING TO CULTER (STATE HIGHWAY 75), AT A
 LB0967'DRAINAGE CATCH BASIN, 20 FEET WEST OF THE CENTER LINE OF THE
 LB0967'HIGHWAY AT SURVEY STATION 296+65, AND IN THE TOP OF THE CONCRETE.
 LB0967'A STANDARD DISK, STAMPED J 118 RESET 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0694 ***********************************************************************
 LB0694  DESIGNATION -  J 119
 LB0694  PID         -  LB0694
 LB0694  STATE/COUNTY-  IN/CARROLL
 LB0694  COUNTRY     -  US
 LB0694  USGS QUAD   -  PYRMONT (2019)
 LB0694
 LB0694                         *CURRENT SURVEY CONTROL
 LB0694  ______________________________________________________________________
 LB0694* NAD 83(1986) POSITION- 40 29 38.     (N) 086 38 18.     (W)   SCALED
 LB0694* NAVD 88 ORTHO HEIGHT -   211.251 (meters)      693.08  (feet) ADJUSTED
 LB0694  ______________________________________________________________________
 LB0694  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 LB0694  DYNAMIC HEIGHT  -        211.146 (meters)      692.73  (feet) COMP
 LB0694  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 LB0694
 LB0694  VERT ORDER      -  SECOND    CLASS 0
 LB0694
 LB0694.The horizontal coordinates were scaled from a map and have
 LB0694.an estimated accuracy of +/- 6 seconds.
 LB0694
 LB0694.The orthometric height was determined by differential leveling and
 LB0694.adjusted by the NATIONAL GEODETIC SURVEY
 LB0694.in June 1991.
 LB0694
 LB0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0694.GEOID18 height accuracy estimate available here.
 LB0694
 LB0694.Click photographs - Photos may exist for this station.
 LB0694
 LB0694.The dynamic height is computed by dividing the NAVD 88
 LB0694.geopotential number by the normal gravity value computed on the
 LB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0694.degrees latitude (g = 980.6199 gals.).
 LB0694
 LB0694.The modeled gravity was interpolated from observed gravity values.
 LB0694
 LB0694;                    North         East    Units  Estimated Accuracy
 LB0694;SPC IN W     -   582,450.      937,720.      MT  (+/- 180 meters Scaled)
 LB0694
 LB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK306826(NAD 83)
 LB0694
 LB0694                          SUPERSEDED SURVEY CONTROL
 LB0694
 LB0694  NGVD 29 (??/??/92)  211.358  (m)          693.43   (f) ADJ UNCH    2 0
 LB0694
 LB0694.Superseded values are not recommended for survey control.
 LB0694
 LB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0694.See file dsdata.pdf to determine how the superseded data were derived.
 LB0694
 LB0694_MARKER: DB = BENCH MARK DISK
 LB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0694_STAMPING: J 119 1946
 LB0694_MARK LOGO: CGS
 LB0694_PROJECTION: PROJECTING
 LB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0694+STABILITY: SURFACE MOTION
 LB0694
 LB0694  HISTORY     - Date     Condition        Report By
 LB0694  HISTORY     - 1946     MONUMENTED       CGS
 LB0694  HISTORY     - 20090327 GOOD             INDOT
 LB0694
 LB0694                          STATION DESCRIPTION
 LB0694
 LB0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0694'6 MI NW FROM ROSSVILLE.
 LB0694'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0694'OFFICE AT ROSSVILLE, ABOUT 0.3 MILE NORTH OF THE CROSS ROADS
 LB0694'AT OCKLEY, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 LB0694'NORTH OF THE CENTER LINE OF A DRIVEWAY TO THE BARN AT THE GOLDIE
 LB0694'CHISSOM FARM, 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN,
 LB0694'6.4 FEET NORTHWEST OF A CONCRETE FENCE POST, 1 1/2 FEET WEST OF A
 LB0694'FENCE LINE AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK
 LB0694'IS ABOUT 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE
 LB0694'COUNTY COURT HOUSE AT DELPHI.  A STANDARD DISK, STAMPED J 119 1946
 LB0694'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0694'GROUND.
 LB0694
 LB0694                          STATION RECOVERY (2009)
 LB0694
 LB0694'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0694'RECOVERED AS DESCRIBED (WITH SLIGHT DAMAGE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0911 ***********************************************************************
 JA0911  DESIGNATION -  J 12
 JA0911  PID         -  JA0911
 JA0911  STATE/COUNTY-  IN/DAVIESS
 JA0911  COUNTRY     -  US
 JA0911  USGS QUAD   -  PLAINVILLE (2019)
 JA0911
 JA0911                         *CURRENT SURVEY CONTROL
 JA0911  ______________________________________________________________________
 JA0911* NAD 83(1986) POSITION- 38 50 26.05   (N) 087 07 38.44   (W)   HD_HELD1
 JA0911* NAVD 88 ORTHO HEIGHT -   142.621 (meters)      467.92  (feet) ADJUSTED
 JA0911  ______________________________________________________________________
 JA0911  GEOID HEIGHT    -        -32.514 (meters)                     GEOID18
 JA0911  DYNAMIC HEIGHT  -        142.533 (meters)      467.63  (feet) COMP
 JA0911  MODELED GRAVITY -    980,006.5   (mgal)                       NAVD 88
 JA0911
 JA0911  VERT ORDER      -  FIRST     CLASS II
 JA0911
 JA0911.The horizontal coordinates were determined by differentially corrected
 JA0911.hand held GPS observations or other comparable positioning techniques
 JA0911.and have an estimated accuracy of +/- 3 meters.
 JA0911
 JA0911.The orthometric height was determined by differential leveling and
 JA0911.adjusted by the NATIONAL GEODETIC SURVEY
 JA0911.in June 1991.
 JA0911
 JA0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0911.GEOID18 height accuracy estimate available here.
 JA0911
 JA0911.Click photographs - Photos may exist for this station.
 JA0911
 JA0911.The dynamic height is computed by dividing the NAVD 88
 JA0911.geopotential number by the normal gravity value computed on the
 JA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0911.degrees latitude (g = 980.6199 gals.).
 JA0911
 JA0911.The modeled gravity was interpolated from observed gravity values.
 JA0911
 JA0911;                    North         East    Units  Estimated Accuracy
 JA0911;SPC IN W     -   398,798.8     896,179.1     MT  (+/- 3 meters HH1 GPS) 
 JA0911
 JA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8894899092(NAD 83)
 JA0911
 JA0911                          SUPERSEDED SURVEY CONTROL
 JA0911
 JA0911  NGVD 29 (??/??/92)  142.757  (m)          468.36   (f) ADJ UNCH    1 2
 JA0911
 JA0911.Superseded values are not recommended for survey control.
 JA0911
 JA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0911.See file dsdata.pdf to determine how the superseded data were derived.
 JA0911
 JA0911_MARKER: DB = BENCH MARK DISK
 JA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0911_STAMPING: 468.362 J 12 1930
 JA0911_MARK LOGO: CGS
 JA0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0911+STABILITY: SURFACE MOTION
 JA0911
 JA0911  HISTORY     - Date     Condition        Report By
 JA0911  HISTORY     - 1930     MONUMENTED       CGS
 JA0911  HISTORY     - 1934     GOOD             CGS
 JA0911  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0911
 JA0911                          STATION DESCRIPTION
 JA0911
 JA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0911'3.4 MI N FROM PLAINVILLE.
 JA0911'ABOUT 3-3/8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA0911'PLAINVILLE, DAVIESS COUNTY, 5-1/2 POLES NORTH OF MILEPOST 65,
 JA0911'AND 15.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 JA0911'468.362 J 12 1930 AND SET IN THE TOP OF A CONCRETE POST
 JA0911'PROJECTING ABOUT 3-1/2 INCHES ABOVE GROUND.
 JA0911
 JA0911                          STATION RECOVERY (1985)
 JA0911
 JA0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0911'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0707 ***********************************************************************
 LB0707  DESIGNATION -  J 120
 LB0707  PID         -  LB0707
 LB0707  STATE/COUNTY-  IN/CARROLL
 LB0707  COUNTRY     -  US
 LB0707  USGS QUAD   -  PYRMONT (2019)
 LB0707
 LB0707                         *CURRENT SURVEY CONTROL
 LB0707  ______________________________________________________________________
 LB0707* NAD 83(1986) POSITION- 40 27 37.     (N) 086 37 35.     (W)   SCALED
 LB0707* NAVD 88 ORTHO HEIGHT -   215.053 (meters)      705.55  (feet) ADJUSTED
 LB0707  ______________________________________________________________________
 LB0707  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 LB0707  DYNAMIC HEIGHT  -        214.945 (meters)      705.20  (feet) COMP
 LB0707  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 LB0707
 LB0707  VERT ORDER      -  SECOND    CLASS 0
 LB0707
 LB0707.The horizontal coordinates were scaled from a map and have
 LB0707.an estimated accuracy of +/- 6 seconds.
 LB0707
 LB0707.The orthometric height was determined by differential leveling and
 LB0707.adjusted by the NATIONAL GEODETIC SURVEY
 LB0707.in June 1991.
 LB0707
 LB0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0707.GEOID18 height accuracy estimate available here.
 LB0707
 LB0707.Click photographs - Photos may exist for this station.
 LB0707
 LB0707.The dynamic height is computed by dividing the NAVD 88
 LB0707.geopotential number by the normal gravity value computed on the
 LB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0707.degrees latitude (g = 980.6199 gals.).
 LB0707
 LB0707.The modeled gravity was interpolated from observed gravity values.
 LB0707
 LB0707;                    North         East    Units  Estimated Accuracy
 LB0707;SPC IN W     -   578,730.      938,760.      MT  (+/- 180 meters Scaled)
 LB0707
 LB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316789(NAD 83)
 LB0707
 LB0707                          SUPERSEDED SURVEY CONTROL
 LB0707
 LB0707  NGVD 29 (??/??/92)  215.162  (m)          705.91   (f) ADJ UNCH    2 0
 LB0707
 LB0707.Superseded values are not recommended for survey control.
 LB0707
 LB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0707.See file dsdata.pdf to determine how the superseded data were derived.
 LB0707
 LB0707_MARKER: DB = BENCH MARK DISK
 LB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0707_STAMPING: J 120 1946
 LB0707_MARK LOGO: CGS
 LB0707_PROJECTION: PROJECTING
 LB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0707+STABILITY: SURFACE MOTION
 LB0707
 LB0707  HISTORY     - Date     Condition        Report By
 LB0707  HISTORY     - 1946     MONUMENTED       CGS
 LB0707
 LB0707                          STATION DESCRIPTION
 LB0707
 LB0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0707'AT OWASCO.
 LB0707'AT OWASCO, ABOUT 125 YARDS SOUTH OF THE SCHOOL BUILDING AT THE
 LB0707'JUNCTION WITH THE OWASCO-CUTLER ROAD AND A STREET LEADING NORTH
 LB0707'TO THE SCHOOL, 18.5 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD,
 LB0707'21 FEET WEST OF THE CENTER LINE OF THE STREET, 13 FEET SOUTHWEST
 LB0707'OF A FENCE CORNER, 12 FEET SOUTH OF A FENCE LINE AND ABOUT 2 FEET
 LB0707'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED J 120 1946 AND SET
 LB0707'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0648 ***********************************************************************
 KA0648  DESIGNATION -  J 121
 KA0648  PID         -  KA0648
 KA0648  STATE/COUNTY-  IN/PUTNAM
 KA0648  COUNTRY     -  US
 KA0648  USGS QUAD   -  CLINTON FALLS (2019)
 KA0648
 KA0648                         *CURRENT SURVEY CONTROL
 KA0648  ______________________________________________________________________
 KA0648* NAD 83(1986) POSITION- 39 37 54.93   (N) 086 55 14.59   (W)   HD_HELD1
 KA0648* NAVD 88 ORTHO HEIGHT -   214.057 (meters)      702.29  (feet) ADJUSTED
 KA0648  ______________________________________________________________________
 KA0648  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 KA0648  DYNAMIC HEIGHT  -        213.936 (meters)      701.89  (feet) COMP
 KA0648  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 KA0648
 KA0648  VERT ORDER      -  FIRST     CLASS II
 KA0648
 KA0648.The horizontal coordinates were determined by differentially corrected
 KA0648.hand held GPS observations or other comparable positioning techniques
 KA0648.and have an estimated accuracy of +/- 3 meters.
 KA0648
 KA0648.The orthometric height was determined by differential leveling and
 KA0648.adjusted by the NATIONAL GEODETIC SURVEY
 KA0648.in June 1991.
 KA0648
 KA0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0648.GEOID18 height accuracy estimate available here.
 KA0648
 KA0648.Click photographs - Photos may exist for this station.
 KA0648
 KA0648.The dynamic height is computed by dividing the NAVD 88
 KA0648.geopotential number by the normal gravity value computed on the
 KA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0648.degrees latitude (g = 980.6199 gals.).
 KA0648
 KA0648.The modeled gravity was interpolated from observed gravity values.
 KA0648
 KA0648;                    North         East    Units  Estimated Accuracy
 KA0648;SPC IN W     -   486,663.9     913,960.0     MT  (+/- 3 meters HH1 GPS) 
 KA0648
 KA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0680386908(NAD 83)
 KA0648
 KA0648                          SUPERSEDED SURVEY CONTROL
 KA0648
 KA0648  NGVD 29 (??/??/92)  214.172  (m)          702.66   (f) ADJ UNCH    1 2
 KA0648
 KA0648.Superseded values are not recommended for survey control.
 KA0648
 KA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0648.See file dsdata.pdf to determine how the superseded data were derived.
 KA0648
 KA0648_MARKER: DB = BENCH MARK DISK
 KA0648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0648_SP_SET: PIER
 KA0648_STAMPING: J 121 1946
 KA0648_MARK LOGO: CGS
 KA0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0648+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 KA0648
 KA0648  HISTORY     - Date     Condition        Report By
 KA0648  HISTORY     - 1946     MONUMENTED       CGS
 KA0648  HISTORY     - 1985     GOOD             NGS
 KA0648  HISTORY     - 20081125 GOOD             INDNR
 KA0648
 KA0648                          STATION DESCRIPTION
 KA0648
 KA0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0648'2.2 MI NE FROM FERN.
 KA0648'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 2.25 MILES NORTHEAST
 KA0648'OF THE OVERHEAD CROSSING AT FERN, 1 1/2 POLE SOUTHWEST OF POLE
 KA0648'42/15, AT OVERHEAD BRIDGE NUMBER 118 AND THE CROSSING OF A NORTH-SOUTH
 KA0648'GRAVEL ROAD, SET VERTICALLY IN THE NORTH FACE OF THE EAST COLUMN
 KA0648'OF THE FIRST CONCRETE PIER SOUTH OF THE TRACKS, 6.5 FEET SOUTH
 KA0648'OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, AND 2 1/2 FEET
 KA0648'ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 121 1946.  NOTE--
 KA0648'MARK IS ABOUT 3.15 MILE SOUTHWEST OF THE STATION AT GREENCASTLE.
 KA0648
 KA0648                          STATION RECOVERY (1985)
 KA0648
 KA0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0648'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0648'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0648
 KA0648                          STATION RECOVERY (2008)
 KA0648
 KA0648'RECOVERY NOTE BY IN DEPT OF NAT RES 2008
 KA0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1375 ***********************************************************************
 LB1375  DESIGNATION -  J 122
 LB1375  PID         -  LB1375
 LB1375  STATE/COUNTY-  IN/BENTON
 LB1375  COUNTRY     -  US
 LB1375  USGS QUAD   -  BOSWELL (2019)
 LB1375
 LB1375                         *CURRENT SURVEY CONTROL
 LB1375  ______________________________________________________________________
 LB1375* NAD 83(1986) POSITION- 40 37 18.     (N) 087 25 38.     (W)   SCALED
 LB1375* NAVD 88 ORTHO HEIGHT -   227.990 (meters)      748.00  (feet) ADJUSTED
 LB1375  ______________________________________________________________________
 LB1375  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 LB1375  DYNAMIC HEIGHT  -        227.881 (meters)      747.64  (feet) COMP
 LB1375  MODELED GRAVITY -    980,141.1   (mgal)                       NAVD 88
 LB1375
 LB1375  VERT ORDER      -  SECOND    CLASS 0
 LB1375
 LB1375.The horizontal coordinates were scaled from a map and have
 LB1375.an estimated accuracy of +/- 6 seconds.
 LB1375
 LB1375.The orthometric height was determined by differential leveling and
 LB1375.adjusted by the NATIONAL GEODETIC SURVEY
 LB1375.in June 1991.
 LB1375
 LB1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1375.GEOID18 height accuracy estimate available here.
 LB1375
 LB1375.Click photographs - Photos may exist for this station.
 LB1375
 LB1375.The dynamic height is computed by dividing the NAVD 88
 LB1375.geopotential number by the normal gravity value computed on the
 LB1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1375.degrees latitude (g = 980.6199 gals.).
 LB1375
 LB1375.The modeled gravity was interpolated from observed gravity values.
 LB1375
 LB1375;                    North         East    Units  Estimated Accuracy
 LB1375;SPC IN W     -   596,600.      870,900.      MT  (+/- 180 meters Scaled)
 LB1375
 LB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK638968(NAD 83)
 LB1375
 LB1375                          SUPERSEDED SURVEY CONTROL
 LB1375
 LB1375  NGVD 29 (??/??/92)  228.040  (m)          748.16   (f) ADJ UNCH    2 0
 LB1375
 LB1375.Superseded values are not recommended for survey control.
 LB1375
 LB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1375.See file dsdata.pdf to determine how the superseded data were derived.
 LB1375
 LB1375_MARKER: DB = BENCH MARK DISK
 LB1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1375_SP_SET: BRIDGE
 LB1375_STAMPING: J 122 1946
 LB1375_MARK LOGO: CGS
 LB1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1375
 LB1375  HISTORY     - Date     Condition        Report By
 LB1375  HISTORY     - 1946     MONUMENTED       CGS
 LB1375  HISTORY     - 1973     MARK NOT FOUND   NGS
 LB1375
 LB1375                          STATION DESCRIPTION
 LB1375
 LB1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1375'1.6 MI E FROM FREE.
 LB1375'ABOUT 1.65 MILE EAST ALONG STATE HIGHWAY 18 FROM THE NEW YORK
 LB1375'CENTRAL RAILROAD STATION AT FREE, SET IN THE TOP OF THE SOUTHEAST
 LB1375'CONCRETE WINGWALL AT THE EAST END OF A 24-FOOT BRIDGE OVER A
 LB1375'SMALL STREAM, 10.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB1375'0.8 FOOT SOUTH OF THE SOUTH STEEL GUARD RAILING, AND ABOUT LEVEL
 LB1375'WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED J 122 1946.
 LB1375
 LB1375                          STATION RECOVERY (1973)
 LB1375
 LB1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LB1375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1401 ***********************************************************************
 LB1401  DESIGNATION -  J 123
 LB1401  PID         -  LB1401
 LB1401  STATE/COUNTY-  IN/WHITE
 LB1401  COUNTRY     -  US
 LB1401  USGS QUAD   -  ROUND GROVE (2019)
 LB1401
 LB1401                         *CURRENT SURVEY CONTROL
 LB1401  ______________________________________________________________________
 LB1401* NAD 83(1986) POSITION- 40 36 25.     (N) 087 02 26.     (W)   SCALED
 LB1401* NAVD 88 ORTHO HEIGHT -   223.438 (meters)      733.06  (feet) ADJUSTED
 LB1401  ______________________________________________________________________
 LB1401  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 LB1401  DYNAMIC HEIGHT  -        223.329 (meters)      732.71  (feet) COMP
 LB1401  MODELED GRAVITY -    980,132.9   (mgal)                       NAVD 88
 LB1401
 LB1401  VERT ORDER      -  SECOND    CLASS 0
 LB1401
 LB1401.The horizontal coordinates were scaled from a map and have
 LB1401.an estimated accuracy of +/- 6 seconds.
 LB1401
 LB1401.The orthometric height was determined by differential leveling and
 LB1401.adjusted by the NATIONAL GEODETIC SURVEY
 LB1401.in June 1991.
 LB1401
 LB1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1401.GEOID18 height accuracy estimate available here.
 LB1401
 LB1401.Click photographs - Photos may exist for this station.
 LB1401
 LB1401.The dynamic height is computed by dividing the NAVD 88
 LB1401.geopotential number by the normal gravity value computed on the
 LB1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1401.degrees latitude (g = 980.6199 gals.).
 LB1401
 LB1401.The modeled gravity was interpolated from observed gravity values.
 LB1401
 LB1401;                    North         East    Units  Estimated Accuracy
 LB1401;SPC IN W     -   594,910.      903,620.      MT  (+/- 180 meters Scaled)
 LB1401
 LB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK965951(NAD 83)
 LB1401
 LB1401                          SUPERSEDED SURVEY CONTROL
 LB1401
 LB1401  NGVD 29 (??/??/92)  223.518  (m)          733.33   (f) ADJ UNCH    2 0
 LB1401
 LB1401.Superseded values are not recommended for survey control.
 LB1401
 LB1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1401.See file dsdata.pdf to determine how the superseded data were derived.
 LB1401
 LB1401_MARKER: DB = BENCH MARK DISK
 LB1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1401_SP_SET: BUILDING
 LB1401_STAMPING: J 123 1946
 LB1401_MARK LOGO: CGS
 LB1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1401
 LB1401  HISTORY     - Date     Condition        Report By
 LB1401  HISTORY     - 1946     MONUMENTED       CGS
 LB1401
 LB1401                          STATION DESCRIPTION
 LB1401
 LB1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1401'9.4 MI W FROM BROOKSTON.
 LB1401'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1401'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1401'0.55 MILE WEST OF THE INTERSECTION WITH STATE HIGHWAY 53, AT ROUND
 LB1401'GROVE TOWNSHIP SCHOOL, IN THE SOUTH FACE OF THE BUILDING, SET
 LB1401'VERTICALLY IN THE CENTER OF THE BOTTOM LIMESTONE SILL OF THE
 LB1401'FIRST WINDOW WEST OF THE SOUTH ENTRANCE TO THE BUILDING, 11.3
 LB1401'FEET WEST OF THE CENTER OF THE ENTRANCE AND ABOUT 3 FEET ABOVE
 LB1401'THE GROUND.  A STANDARD DISK, STAMPED J 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1321 ***********************************************************************
 LB1321  DESIGNATION -  J 124
 LB1321  PID         -  LB1321
 LB1321  STATE/COUNTY-  IN/BENTON
 LB1321  COUNTRY     -  US
 LB1321  USGS QUAD   -  FOWLER (2019)
 LB1321
 LB1321                         *CURRENT SURVEY CONTROL
 LB1321  ______________________________________________________________________
 LB1321* NAD 83(1986) POSITION- 40 34 02.     (N) 087 15 12.     (W)   SCALED
 LB1321* NAVD 88 ORTHO HEIGHT -   241.193 (meters)      791.31  (feet) ADJUSTED
 LB1321  ______________________________________________________________________
 LB1321  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 LB1321  DYNAMIC HEIGHT  -        241.074 (meters)      790.92  (feet) COMP
 LB1321  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 LB1321
 LB1321  VERT ORDER      -  SECOND    CLASS 0
 LB1321
 LB1321.The horizontal coordinates were scaled from a map and have
 LB1321.an estimated accuracy of +/- 6 seconds.
 LB1321
 LB1321.The orthometric height was determined by differential leveling and
 LB1321.adjusted by the NATIONAL GEODETIC SURVEY
 LB1321.in June 1991.
 LB1321
 LB1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1321.GEOID18 height accuracy estimate available here.
 LB1321
 LB1321.Click photographs - Photos may exist for this station.
 LB1321
 LB1321.The dynamic height is computed by dividing the NAVD 88
 LB1321.geopotential number by the normal gravity value computed on the
 LB1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1321.degrees latitude (g = 980.6199 gals.).
 LB1321
 LB1321.The modeled gravity was interpolated from observed gravity values.
 LB1321
 LB1321;                    North         East    Units  Estimated Accuracy
 LB1321;SPC IN W     -   590,510.      885,600.      MT  (+/- 180 meters Scaled)
 LB1321
 LB1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK785907(NAD 83)
 LB1321
 LB1321                          SUPERSEDED SURVEY CONTROL
 LB1321
 LB1321  NGVD 29 (??/??/92)  241.253  (m)          791.51   (f) ADJ UNCH    2 0
 LB1321
 LB1321.Superseded values are not recommended for survey control.
 LB1321
 LB1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1321.See file dsdata.pdf to determine how the superseded data were derived.
 LB1321
 LB1321_MARKER: DB = BENCH MARK DISK
 LB1321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1321_SP_SET: CULVERT HEADWALL
 LB1321_STAMPING: J 124 1946
 LB1321_MARK LOGO: CGS
 LB1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1321+STABILITY: SURFACE MOTION
 LB1321
 LB1321  HISTORY     - Date     Condition        Report By
 LB1321  HISTORY     - 1946     MONUMENTED       CGS
 LB1321
 LB1321                          STATION DESCRIPTION
 LB1321
 LB1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1321'3.6 MI NW FROM OXFORD.
 LB1321'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE NEW YORK,
 LB1321'CHICAGO AND ST. LOUIS RAILROAD STATION AT OXFORD, THENCE 0.5
 LB1321'MILE NORTHWEST ALONG U.S. HIGHWAY 52, ABOUT 2 1/4 POLES SOUTHEAST
 LB1321'OF TELEGRAPH POLE NUMBER 197/15, SET IN THE TOP OF THE SOUTHEAST
 LB1321'END OF THE SOUTHWEST CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE
 LB1321'CULVERT, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1321'61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NEW YORK CENTRAL
 LB1321'RAILROAD TRACK, ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1321'STAMPED J 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1468 ***********************************************************************
 LB1468  DESIGNATION -  J 125
 LB1468  PID         -  LB1468
 LB1468  STATE/COUNTY-  IN/WHITE
 LB1468  COUNTRY     -  US
 LB1468  USGS QUAD   -  TEMPLETON NE (2019)
 LB1468
 LB1468                         *CURRENT SURVEY CONTROL
 LB1468  ______________________________________________________________________
 LB1468* NAD 83(1986) POSITION- 40 38 05.     (N) 087 00 08.     (W)   SCALED
 LB1468* NAVD 88 ORTHO HEIGHT -   225.437 (meters)      739.62  (feet) ADJUSTED
 LB1468  ______________________________________________________________________
 LB1468  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 LB1468  DYNAMIC HEIGHT  -        225.329 (meters)      739.27  (feet) COMP
 LB1468  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 LB1468
 LB1468  VERT ORDER      -  SECOND    CLASS 0
 LB1468
 LB1468.The horizontal coordinates were scaled from a map and have
 LB1468.an estimated accuracy of +/- 6 seconds.
 LB1468
 LB1468.The orthometric height was determined by differential leveling and
 LB1468.adjusted by the NATIONAL GEODETIC SURVEY
 LB1468.in June 1991.
 LB1468
 LB1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1468.GEOID18 height accuracy estimate available here.
 LB1468
 LB1468.Click photographs - Photos may exist for this station.
 LB1468
 LB1468.The dynamic height is computed by dividing the NAVD 88
 LB1468.geopotential number by the normal gravity value computed on the
 LB1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1468.degrees latitude (g = 980.6199 gals.).
 LB1468
 LB1468.The modeled gravity was interpolated from observed gravity values.
 LB1468
 LB1468;                    North         East    Units  Estimated Accuracy
 LB1468;SPC IN W     -   598,000.      906,860.      MT  (+/- 180 meters Scaled)
 LB1468
 LB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998982(NAD 83)
 LB1468
 LB1468                          SUPERSEDED SURVEY CONTROL
 LB1468
 LB1468  NGVD 29 (??/??/92)  225.522  (m)          739.90   (f) ADJ UNCH    2 0
 LB1468
 LB1468.Superseded values are not recommended for survey control.
 LB1468
 LB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1468.See file dsdata.pdf to determine how the superseded data were derived.
 LB1468
 LB1468_MARKER: DB = BENCH MARK DISK
 LB1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1468_STAMPING: J 125 1946
 LB1468_MARK LOGO: CGS
 LB1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1468+STABILITY: SURFACE MOTION
 LB1468
 LB1468  HISTORY     - Date     Condition        Report By
 LB1468  HISTORY     - 1946     MONUMENTED       CGS
 LB1468
 LB1468                          STATION DESCRIPTION
 LB1468
 LB1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1468'10.4 MI SE FROM WOLCOTT.
 LB1468'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1468'STATION AT WOLCOTT, THENCE 8.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1468'AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, IN THE SOUTHEAST
 LB1468'QUARTER OF THE INTERSECTION, 30 FEET NORTHWEST OF THE NORTHWEST
 LB1468'CORNER OF AN ABANDONED CHURCH BUILDING, 24 FEET EAST OF THE
 LB1468'CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET SOUTH OF THE
 LB1468'CENTER LINE OF THE EAST-WEST ROAD, 8 FEET SOUTH OF A CORNER
 LB1468'FENCE POST, 2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE, 1 1/2
 LB1468'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET
 LB1468'LOWER THN THE CENTER OF THE INTERSECTION.  A STANDARD DISK,
 LB1468'STAMPED J 125 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1468'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1057 ***********************************************************************
 LB1057  DESIGNATION -  J 126
 LB1057  PID         -  LB1057
 LB1057  STATE/COUNTY-  IN/WHITE
 LB1057  COUNTRY     -  US
 LB1057  USGS QUAD   -  MONON NE (2019)
 LB1057
 LB1057                         *CURRENT SURVEY CONTROL
 LB1057  ______________________________________________________________________
 LB1057* NAD 83(1986) POSITION- 40 53 01.     (N) 086 45 20.     (W)   SCALED
 LB1057* NAVD 88 ORTHO HEIGHT -   204.556 (meters)      671.11  (feet) ADJUSTED
 LB1057  ______________________________________________________________________
 LB1057  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 LB1057  DYNAMIC HEIGHT  -        204.465 (meters)      670.82  (feet) COMP
 LB1057  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 LB1057
 LB1057  VERT ORDER      -  SECOND    CLASS 0
 LB1057
 LB1057.The horizontal coordinates were scaled from a map and have
 LB1057.an estimated accuracy of +/- 6 seconds.
 LB1057
 LB1057.The orthometric height was determined by differential leveling and
 LB1057.adjusted by the NATIONAL GEODETIC SURVEY
 LB1057.in June 1991.
 LB1057
 LB1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1057.GEOID18 height accuracy estimate available here.
 LB1057
 LB1057.Click photographs - Photos may exist for this station.
 LB1057
 LB1057.The dynamic height is computed by dividing the NAVD 88
 LB1057.geopotential number by the normal gravity value computed on the
 LB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1057.degrees latitude (g = 980.6199 gals.).
 LB1057
 LB1057.The modeled gravity was interpolated from observed gravity values.
 LB1057
 LB1057;                    North         East    Units  Estimated Accuracy
 LB1057;SPC IN W     -   625,690.      927,630.      MT  (+/- 180 meters Scaled)
 LB1057
 LB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL205258(NAD 83)
 LB1057
 LB1057                          SUPERSEDED SURVEY CONTROL
 LB1057
 LB1057  NGVD 29 (??/??/92)  204.658  (m)          671.45   (f) ADJ UNCH    2 0
 LB1057
 LB1057.Superseded values are not recommended for survey control.
 LB1057
 LB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1057.See file dsdata.pdf to determine how the superseded data were derived.
 LB1057
 LB1057_MARKER: DB = BENCH MARK DISK
 LB1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1057_STAMPING: J 126 1946
 LB1057_MARK LOGO: CGS
 LB1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1057+STABILITY: SURFACE MOTION
 LB1057
 LB1057  HISTORY     - Date     Condition        Report By
 LB1057  HISTORY     - 1946     MONUMENTED       CGS
 LB1057
 LB1057                          STATION DESCRIPTION
 LB1057
 LB1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1057'0.5 MI W FROM BUFFALO.
 LB1057'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1057'BUILDING AT BUFFALO, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1057'GRAVEL ROAD LEADING SOUTH TO LEDFORD CAMP AND A TIPPECANOE
 LB1057'RIVER RESORT AREA, IN THE SOUTHEAST QUARTER OF THE INTERSECTION,
 LB1057'74 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 41 FEET
 LB1057'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF
 LB1057'AN 8-INCH WALNUT TREE, 25 FEET EAST OF A GUY POLE FOR A POWER
 LB1057'LINE POLE, 1 FOOT NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE
 LB1057'LINE, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A
 LB1057'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0938 ***********************************************************************
 LB0938  DESIGNATION -  J 127
 LB0938  PID         -  LB0938
 LB0938  STATE/COUNTY-  IN/WHITE
 LB0938  COUNTRY     -  US
 LB0938  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0938
 LB0938                         *CURRENT SURVEY CONTROL
 LB0938  ______________________________________________________________________
 LB0938* NAD 83(1986) POSITION- 40 47 53.     (N) 086 36 01.     (W)   SCALED
 LB0938* NAVD 88 ORTHO HEIGHT -   217.607 (meters)      713.93  (feet) ADJUSTED
 LB0938  ______________________________________________________________________
 LB0938  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 LB0938  DYNAMIC HEIGHT  -        217.508 (meters)      713.61  (feet) COMP
 LB0938  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 LB0938
 LB0938  VERT ORDER      -  SECOND    CLASS 0
 LB0938
 LB0938.The horizontal coordinates were scaled from a map and have
 LB0938.an estimated accuracy of +/- 6 seconds.
 LB0938
 LB0938.The orthometric height was determined by differential leveling and
 LB0938.adjusted by the NATIONAL GEODETIC SURVEY
 LB0938.in June 1991.
 LB0938
 LB0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0938.GEOID18 height accuracy estimate available here.
 LB0938
 LB0938.Click photographs - Photos may exist for this station.
 LB0938
 LB0938.The dynamic height is computed by dividing the NAVD 88
 LB0938.geopotential number by the normal gravity value computed on the
 LB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0938.degrees latitude (g = 980.6199 gals.).
 LB0938
 LB0938.The modeled gravity was interpolated from observed gravity values.
 LB0938
 LB0938;                    North         East    Units  Estimated Accuracy
 LB0938;SPC IN W     -   616,250.      940,760.      MT  (+/- 180 meters Scaled)
 LB0938
 LB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337164(NAD 83)
 LB0938
 LB0938                          SUPERSEDED SURVEY CONTROL
 LB0938
 LB0938  NGVD 29 (??/??/92)  217.716  (m)          714.29   (f) ADJ UNCH    2 0
 LB0938
 LB0938.Superseded values are not recommended for survey control.
 LB0938
 LB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0938.See file dsdata.pdf to determine how the superseded data were derived.
 LB0938
 LB0938_MARKER: DB = BENCH MARK DISK
 LB0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0938_STAMPING: J 127 1946
 LB0938_MARK LOGO: CGS
 LB0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0938+STABILITY: SURFACE MOTION
 LB0938
 LB0938  HISTORY     - Date     Condition        Report By
 LB0938  HISTORY     - 1946     MONUMENTED       CGS
 LB0938
 LB0938                          STATION DESCRIPTION
 LB0938
 LB0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0938'2.8 MI N FROM BURNETTSVILLE.
 LB0938'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0938'RAILROAD STATION AT BURNETTSVILLE, THENCE 2.6 MILES NORTH ALONG A
 LB0938'GRAVEL ROAD, AT THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, 38
 LB0938'FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 27 FEET EAST
 LB0938'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET NORTHWEST OF A
 LB0938'10-INCH WILD CHERRY TREE, 20 FEET NORTH OF A FENCE CORNER, 1 FOOT
 LB0938'EAST OF THE FENCE LINE, ABOUT 1 FOOT LOWER THAN ROAD LEVEL AND
 LB0938'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0388 ***********************************************************************
 KA0388  DESIGNATION -  J 13
 KA0388  PID         -  KA0388
 KA0388  STATE/COUNTY-  IN/OWEN
 KA0388  COUNTRY     -  US
 KA0388  USGS QUAD   -  GOSPORT (2019)
 KA0388
 KA0388                         *CURRENT SURVEY CONTROL
 KA0388  ______________________________________________________________________
 KA0388* NAD 83(1986) POSITION- 39 20 58.     (N) 086 39 34.     (W)   SCALED
 KA0388* NAVD 88 ORTHO HEIGHT -   180.611 (meters)      592.55  (feet) ADJUSTED
 KA0388  ______________________________________________________________________
 KA0388  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0388  DYNAMIC HEIGHT  -        180.506 (meters)      592.21  (feet) COMP
 KA0388  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 KA0388
 KA0388  VERT ORDER      -  FIRST     CLASS II
 KA0388
 KA0388.The horizontal coordinates were scaled from a map and have
 KA0388.an estimated accuracy of +/- 6 seconds.
 KA0388
 KA0388.The orthometric height was determined by differential leveling and
 KA0388.adjusted by the NATIONAL GEODETIC SURVEY
 KA0388.in June 1991.
 KA0388
 KA0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0388.GEOID18 height accuracy estimate available here.
 KA0388
 KA0388.Click photographs - Photos may exist for this station.
 KA0388
 KA0388.The dynamic height is computed by dividing the NAVD 88
 KA0388.geopotential number by the normal gravity value computed on the
 KA0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0388.degrees latitude (g = 980.6199 gals.).
 KA0388
 KA0388.The modeled gravity was interpolated from observed gravity values.
 KA0388
 KA0388;                    North         East    Units  Estimated Accuracy
 KA0388;SPC IN W     -   455,380.      936,540.      MT  (+/- 180 meters Scaled)
 KA0388
 KA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293556(NAD 83)
 KA0388
 KA0388                          SUPERSEDED SURVEY CONTROL
 KA0388
 KA0388  NGVD 29 (??/??/92)  180.736  (m)          592.96   (f) ADJ UNCH    1 2
 KA0388
 KA0388.Superseded values are not recommended for survey control.
 KA0388
 KA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0388.See file dsdata.pdf to determine how the superseded data were derived.
 KA0388
 KA0388_MARKER: DB = BENCH MARK DISK
 KA0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0388_SP_SET: UNDERPASS
 KA0388_STAMPING: 592.965 J 13 1930
 KA0388_MARK LOGO: CGS
 KA0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0388
 KA0388  HISTORY     - Date     Condition        Report By
 KA0388  HISTORY     - 1930     MONUMENTED       CGS
 KA0388  HISTORY     - 1946     GOOD             CGS
 KA0388
 KA0388                          STATION DESCRIPTION
 KA0388
 KA0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0388'AT GOSPORT.
 KA0388'AT GOSPORT, OWEN COUNTY, ON THE PENNSYLVANIA RAILROAD, 14 RAILS
 KA0388'EAST OF THE STATION, AT UNDERPASS 44/79, IN THE WEST END OF THE
 KA0388'SOUTH ABUTMENT, AND 9.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 KA0388'DISK, STAMPED 592.965 J 13 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0716 ***********************************************************************
 ME0716  DESIGNATION -  J 130
 ME0716  PID         -  ME0716
 ME0716  STATE/COUNTY-  IN/PULASKI
 ME0716  COUNTRY     -  US
 ME0716  USGS QUAD   -  RIPLEY (2019)
 ME0716
 ME0716                         *CURRENT SURVEY CONTROL
 ME0716  ______________________________________________________________________
 ME0716* NAD 83(1986) POSITION- 41 05 05.     (N) 086 43 04.     (W)   SCALED
 ME0716* NAVD 88 ORTHO HEIGHT -   213.588 (meters)      700.75  (feet) ADJUSTED
 ME0716  ______________________________________________________________________
 ME0716  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 ME0716  DYNAMIC HEIGHT  -        213.497 (meters)      700.45  (feet) COMP
 ME0716  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME0716
 ME0716  VERT ORDER      -  SECOND    CLASS 0
 ME0716
 ME0716.The horizontal coordinates were scaled from a map and have
 ME0716.an estimated accuracy of +/- 6 seconds.
 ME0716
 ME0716.The orthometric height was determined by differential leveling and
 ME0716.adjusted by the NATIONAL GEODETIC SURVEY
 ME0716.in June 1991.
 ME0716
 ME0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0716.GEOID18 height accuracy estimate available here.
 ME0716
 ME0716.Click photographs - Photos may exist for this station.
 ME0716
 ME0716.The dynamic height is computed by dividing the NAVD 88
 ME0716.geopotential number by the normal gravity value computed on the
 ME0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0716.degrees latitude (g = 980.6199 gals.).
 ME0716
 ME0716.The modeled gravity was interpolated from observed gravity values.
 ME0716
 ME0716;                    North         East    Units  Estimated Accuracy
 ME0716;SPC IN W     -   648,030.      930,720.      MT  (+/- 180 meters Scaled)
 ME0716
 ME0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237482(NAD 83)
 ME0716
 ME0716                          SUPERSEDED SURVEY CONTROL
 ME0716
 ME0716  NGVD 29 (??/??/92)  213.703  (m)          701.12   (f) ADJ UNCH    2 0
 ME0716
 ME0716.Superseded values are not recommended for survey control.
 ME0716
 ME0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0716.See file dsdata.pdf to determine how the superseded data were derived.
 ME0716
 ME0716_MARKER: DB = BENCH MARK DISK
 ME0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0716_STAMPING: J 130 1946
 ME0716_MARK LOGO: CGS
 ME0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0716+STABILITY: SURFACE MOTION
 ME0716
 ME0716  HISTORY     - Date     Condition        Report By
 ME0716  HISTORY     - 1946     MONUMENTED       CGS
 ME0716  HISTORY     - 1969     GOOD             CGS
 ME0716  HISTORY     - 1989     GOOD             USPSQD
 ME0716
 ME0716                          STATION DESCRIPTION
 ME0716
 ME0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0716'8.4 MI NW FROM WINAMAC.
 ME0716'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0716'HOUSE AT WINAMAC THENCE 6.0 MILES WEST ALONG A GRAVEL ROAD, AT
 ME0716'AN OFFSET NORTH-SOUTH SECTION LINE ROAD INTERSECTION, 215
 ME0716'FEET EAST OF THE EXTENDED CENTER LINE OF THE SOUTH TANGENT OF THE
 ME0716'NORTH-SOUTH ROAD, 50 FEET EAST OF THE CENTER LINE OF THE NORTH
 ME0716'TANGENT OF THE NORTH-SOUTH ROAD LEADING TO DENHAM, 21 FEET NORTH
 ME0716'OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF A
 ME0716'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 ME0716'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET IN THE
 ME0716'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS
 ME0716'MARK IS ABOUT 9.0 MILES EAST ALONG A PAVED AND GRAVEL ROAD FROM
 ME0716'THE POST OFFICE AT MEDARYVILLE AND ABOUT 5.0 MILES SOUTH OF ST.
 ME0716'PAULS CHURCH AT DENHAM.
 ME0716
 ME0716                          STATION RECOVERY (1969)
 ME0716
 ME0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0716'RECOVERED IN GOOD CONDITION.
 ME0716
 ME0716                          STATION RECOVERY (1989)
 ME0716
 ME0716'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDF)
 ME0716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0758 ***********************************************************************
 ME0758  DESIGNATION -  J 131
 ME0758  PID         -  ME0758
 ME0758  STATE/COUNTY-  IN/PULASKI
 ME0758  COUNTRY     -  US
 ME0758  USGS QUAD   -  WINAMAC (2019)
 ME0758
 ME0758                         *CURRENT SURVEY CONTROL
 ME0758  ______________________________________________________________________
 ME0758* NAD 83(1986) POSITION- 41 00 29.     (N) 086 33 32.     (W)   SCALED
 ME0758* NAVD 88 ORTHO HEIGHT -   216.791 (meters)      711.26  (feet) ADJUSTED
 ME0758  ______________________________________________________________________
 ME0758  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME0758  DYNAMIC HEIGHT  -        216.697 (meters)      710.95  (feet) COMP
 ME0758  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 ME0758
 ME0758  VERT ORDER      -  SECOND    CLASS 0
 ME0758
 ME0758.The horizontal coordinates were scaled from a map and have
 ME0758.an estimated accuracy of +/- 6 seconds.
 ME0758
 ME0758.The orthometric height was determined by differential leveling and
 ME0758.adjusted by the NATIONAL GEODETIC SURVEY
 ME0758.in June 1991.
 ME0758
 ME0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0758.GEOID18 height accuracy estimate available here.
 ME0758
 ME0758.Click photographs - Photos may exist for this station.
 ME0758
 ME0758.The dynamic height is computed by dividing the NAVD 88
 ME0758.geopotential number by the normal gravity value computed on the
 ME0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0758.degrees latitude (g = 980.6199 gals.).
 ME0758
 ME0758.The modeled gravity was interpolated from observed gravity values.
 ME0758
 ME0758;                    North         East    Units  Estimated Accuracy
 ME0758;SPC IN W     -   639,590.      944,120.      MT  (+/- 180 meters Scaled)
 ME0758
 ME0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370397(NAD 83)
 ME0758
 ME0758                          SUPERSEDED SURVEY CONTROL
 ME0758
 ME0758  NGVD 29 (??/??/92)  216.908  (m)          711.64   (f) ADJ UNCH    2 0
 ME0758
 ME0758.Superseded values are not recommended for survey control.
 ME0758
 ME0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0758.See file dsdata.pdf to determine how the superseded data were derived.
 ME0758
 ME0758_MARKER: DB = BENCH MARK DISK
 ME0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0758_STAMPING: J 131 1946
 ME0758_MARK LOGO: CGS
 ME0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0758+STABILITY: SURFACE MOTION
 ME0758
 ME0758  HISTORY     - Date     Condition        Report By
 ME0758  HISTORY     - 1946     MONUMENTED       CGS
 ME0758
 ME0758                          STATION DESCRIPTION
 ME0758
 ME0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0758'3.5 MI NE FROM STAR CITY.
 ME0758'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 ME0758'AT STAR CITY, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, AT THE
 ME0758'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE NORTHEAST
 ME0758'QUARTER OF THE INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF
 ME0758'THE EAST-WEST ROAD, 20 FEET EAST OF THE CENTER LINE OF THE
 ME0758'NORTH-SOUTH ROAD, 15 FEET NORTH OF THE CENTER OF A GATE AT A
 ME0758'FIELD ENTRANCE, 2 FEET EAST OF A FENCE LINE, 2 FEET NORTHEAST OF
 ME0758'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 ME0758'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0515 ***********************************************************************
 ME0515  DESIGNATION -  J 133
 ME0515  PID         -  ME0515
 ME0515  STATE/COUNTY-  IN/STARKE
 ME0515  COUNTRY     -  US
 ME0515  USGS QUAD   -  KNOX EAST (2019)
 ME0515
 ME0515                         *CURRENT SURVEY CONTROL
 ME0515  ______________________________________________________________________
 ME0515* NAD 83(1986) POSITION- 41 22 23.     (N) 086 31 28.     (W)   SCALED
 ME0515* NAVD 88 ORTHO HEIGHT -   214.251 (meters)      702.92  (feet) ADJUSTED
 ME0515  ______________________________________________________________________
 ME0515  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 ME0515  DYNAMIC HEIGHT  -        214.164 (meters)      702.64  (feet) COMP
 ME0515  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 ME0515
 ME0515  VERT ORDER      -  FIRST     CLASS I
 ME0515
 ME0515.The horizontal coordinates were scaled from a map and have
 ME0515.an estimated accuracy of +/- 6 seconds.
 ME0515
 ME0515.The orthometric height was determined by differential leveling and
 ME0515.adjusted by the NATIONAL GEODETIC SURVEY
 ME0515.in June 1991.
 ME0515
 ME0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0515.GEOID18 height accuracy estimate available here.
 ME0515
 ME0515.Click photographs - Photos may exist for this station.
 ME0515
 ME0515.The dynamic height is computed by dividing the NAVD 88
 ME0515.geopotential number by the normal gravity value computed on the
 ME0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0515.degrees latitude (g = 980.6199 gals.).
 ME0515
 ME0515.The modeled gravity was interpolated from observed gravity values.
 ME0515
 ME0515;                    North         East    Units  Estimated Accuracy
 ME0515;SPC IN W     -   680,140.      946,760.      MT  (+/- 180 meters Scaled)
 ME0515
 ME0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL397802(NAD 83)
 ME0515
 ME0515                          SUPERSEDED SURVEY CONTROL
 ME0515
 ME0515  NGVD 29 (??/??/92)  214.356  (m)          703.27   (f) ADJ UNCH    1 1
 ME0515
 ME0515.Superseded values are not recommended for survey control.
 ME0515
 ME0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0515.See file dsdata.pdf to determine how the superseded data were derived.
 ME0515
 ME0515_MARKER: DB = BENCH MARK DISK
 ME0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0515_STAMPING: J 133 1946
 ME0515_MARK LOGO: CGS
 ME0515_PROJECTION: RECESSED 5 CENTIMETERS
 ME0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0515+STABILITY: SURFACE MOTION
 ME0515
 ME0515  HISTORY     - Date     Condition        Report By
 ME0515  HISTORY     - 1946     MONUMENTED       CGS
 ME0515  HISTORY     - 1968     GOOD             CGS
 ME0515  HISTORY     - 1989     GOOD             USPSQD
 ME0515  HISTORY     - 19900306 MARK NOT FOUND   LOCSUR
 ME0515  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0515  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0515
 ME0515                          STATION DESCRIPTION
 ME0515
 ME0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0515'0.8 MI W FROM GROVERTOWN.
 ME0515'ABOUT 0.85 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0515'CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, ABOUT 5 RAILS WEST
 ME0515'OF MILEPOST 395, AT THE JUNCTION OF YELLOWSTONE TRAIL AND COUNTY
 ME0515'ROAD 900 EAST, 79 FEET SOUTH OF AND ACROSS YELLOWSTONE TRAIL
 ME0515'FROM THE SOUTH RAIL OF THE EASTBOUND TRACK, 60 FEET WEST OF THE
 ME0515'CENTER LINE OF THE COUNTY ROAD, 25 FEET SOUTH OF THE CENTER LINE
 ME0515'OF THE TRAIL, 6 1/2 FEET SOUTHEAST OF A 16-INCH WILD CHERRY TREE,
 ME0515'0.9 FOOT WEST OF A METAL WITNESS POST, 12 FEET BELOW THE LEVEL
 ME0515'OF THE TRACK, ABOUT LEVEL WITH THE TRAIL AND SET IN THE TOP OF A
 ME0515'CONCRETE POST 2 INCHES UNDERGROUND.  SEC 28, T 34 N, R 1 W.
 ME0515
 ME0515                          STATION RECOVERY (1989)
 ME0515
 ME0515'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 ME0515'RECOVERED IN GOOD CONDITION.
 ME0515
 ME0515                          STATION RECOVERY (1990)
 ME0515
 ME0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (PJ)
 ME0515'MARK NOT FOUND.
 ME0515
 ME0515                          STATION RECOVERY (1992)
 ME0515
 ME0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0515'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0515
 ME0515                          STATION RECOVERY (2011)
 ME0515
 ME0515'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0751 ***********************************************************************
 ME0751  DESIGNATION -  J 134
 ME0751  PID         -  ME0751
 ME0751  STATE/COUNTY-  IN/PULASKI
 ME0751  COUNTRY     -  US
 ME0751  USGS QUAD   -  WINAMAC (2019)
 ME0751
 ME0751                         *CURRENT SURVEY CONTROL
 ME0751  ______________________________________________________________________
 ME0751* NAD 83(1986) POSITION- 41 06 48.     (N) 086 32 54.     (W)   SCALED
 ME0751* NAVD 88 ORTHO HEIGHT -   217.485 (meters)      713.53  (feet) ADJUSTED
 ME0751  ______________________________________________________________________
 ME0751  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 ME0751  DYNAMIC HEIGHT  -        217.394 (meters)      713.23  (feet) COMP
 ME0751  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 ME0751
 ME0751  VERT ORDER      -  SECOND    CLASS 0
 ME0751
 ME0751.The horizontal coordinates were scaled from a map and have
 ME0751.an estimated accuracy of +/- 6 seconds.
 ME0751
 ME0751.The orthometric height was determined by differential leveling and
 ME0751.adjusted by the NATIONAL GEODETIC SURVEY
 ME0751.in June 1991.
 ME0751
 ME0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0751.GEOID18 height accuracy estimate available here.
 ME0751
 ME0751.Click photographs - Photos may exist for this station.
 ME0751
 ME0751.The dynamic height is computed by dividing the NAVD 88
 ME0751.geopotential number by the normal gravity value computed on the
 ME0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0751.degrees latitude (g = 980.6199 gals.).
 ME0751
 ME0751.The modeled gravity was interpolated from observed gravity values.
 ME0751
 ME0751;                    North         East    Units  Estimated Accuracy
 ME0751;SPC IN W     -   651,280.      944,930.      MT  (+/- 180 meters Scaled)
 ME0751
 ME0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL379514(NAD 83)
 ME0751
 ME0751                          SUPERSEDED SURVEY CONTROL
 ME0751
 ME0751  NGVD 29 (??/??/92)  217.602  (m)          713.92   (f) ADJ UNCH    2 0
 ME0751
 ME0751.Superseded values are not recommended for survey control.
 ME0751
 ME0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0751.See file dsdata.pdf to determine how the superseded data were derived.
 ME0751
 ME0751_MARKER: DB = BENCH MARK DISK
 ME0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0751_STAMPING: J 134 1946
 ME0751_MARK LOGO: CGS
 ME0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0751+STABILITY: SURFACE MOTION
 ME0751
 ME0751  HISTORY     - Date     Condition        Report By
 ME0751  HISTORY     - 1946     MONUMENTED       CGS
 ME0751
 ME0751                          STATION DESCRIPTION
 ME0751
 ME0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0751'3.3 MI SE FROM BEARDSTOWN.
 ME0751'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 ME0751'FROM THE STATION AT BEARDSTOWN, AT THE CROSSING OF AN EAST-WEST
 ME0751'ROAD, 52 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 30
 ME0751'FEET NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF
 ME0751'A POWER POLE, 25 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 ME0751'SOUTHWEST RAILWAY RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTHEAST OF
 ME0751'THE FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 ME0751'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1201 ***********************************************************************
 LB1201  DESIGNATION -  J 136
 LB1201  PID         -  LB1201
 LB1201  STATE/COUNTY-  IN/TIPPECANOE
 LB1201  COUNTRY     -  US
 LB1201  USGS QUAD   -  ROUND GROVE (2019)
 LB1201
 LB1201                         *CURRENT SURVEY CONTROL
 LB1201  ______________________________________________________________________
 LB1201* NAD 83(1986) POSITION- 40 30 26.     (N) 087 01 47.     (W)   SCALED
 LB1201* NAVD 88 ORTHO HEIGHT -   217.817 (meters)      714.62  (feet) ADJUSTED
 LB1201  ______________________________________________________________________
 LB1201  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 LB1201  DYNAMIC HEIGHT  -        217.711 (meters)      714.27  (feet) COMP
 LB1201  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 LB1201
 LB1201  VERT ORDER      -  SECOND    CLASS 0
 LB1201
 LB1201.The horizontal coordinates were scaled from a map and have
 LB1201.an estimated accuracy of +/- 6 seconds.
 LB1201
 LB1201.The orthometric height was determined by differential leveling and
 LB1201.adjusted by the NATIONAL GEODETIC SURVEY
 LB1201.in June 1991.
 LB1201
 LB1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1201.GEOID18 height accuracy estimate available here.
 LB1201
 LB1201.Click photographs - Photos may exist for this station.
 LB1201
 LB1201.The dynamic height is computed by dividing the NAVD 88
 LB1201.geopotential number by the normal gravity value computed on the
 LB1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1201.degrees latitude (g = 980.6199 gals.).
 LB1201
 LB1201.The modeled gravity was interpolated from observed gravity values.
 LB1201
 LB1201;                    North         East    Units  Estimated Accuracy
 LB1201;SPC IN W     -   583,840.      904,540.      MT  (+/- 180 meters Scaled)
 LB1201
 LB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974840(NAD 83)
 LB1201
 LB1201                          SUPERSEDED SURVEY CONTROL
 LB1201
 LB1201  NGVD 29 (??/??/92)  217.897  (m)          714.88   (f) ADJ UNCH    2 0
 LB1201
 LB1201.Superseded values are not recommended for survey control.
 LB1201
 LB1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1201.See file dsdata.pdf to determine how the superseded data were derived.
 LB1201
 LB1201_MARKER: DB = BENCH MARK DISK
 LB1201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1201_SP_SET: CULVERT HEADWALL
 LB1201_STAMPING: J 136 1946
 LB1201_MARK LOGO: CGS
 LB1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1201+STABILITY: SURFACE MOTION
 LB1201
 LB1201  HISTORY     - Date     Condition        Report By
 LB1201  HISTORY     - 1946     MONUMENTED       CGS
 LB1201
 LB1201                          STATION DESCRIPTION
 LB1201
 LB1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1201'2.4 MI N FROM MONTMORENCI.
 LB1201'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1201'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, ABOUT
 LB1201'0.15 MILE NORTH OF AN INTERSECTION WITH AN EAST-WEST ROAD, SET
 LB1201'IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN 18-INCH
 LB1201'CONCRETE PIPE CULVERT, 19 FEET EAST OF THE CENTER LINE OF THE
 LB1201'HIGHWAY, 1.8 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND
 LB1201'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 136 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0939 ***********************************************************************
 ME0939  DESIGNATION -  J 138
 ME0939  PID         -  ME0939
 ME0939  STATE/COUNTY-  IN/LAKE
 ME0939  COUNTRY     -  US
 ME0939  USGS QUAD   -  GARY (2019)
 ME0939
 ME0939                         *CURRENT SURVEY CONTROL
 ME0939  ______________________________________________________________________
 ME0939* NAD 83(1986) POSITION- 41 30 27.     (N) 087 20 02.     (W)   SCALED
 ME0939* NAVD 88 ORTHO HEIGHT -   191.341 (meters)      627.76  (feet) ADJUSTED
 ME0939  ______________________________________________________________________
 ME0939  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 ME0939  DYNAMIC HEIGHT  -        191.267 (meters)      627.52  (feet) COMP
 ME0939  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 ME0939
 ME0939  VERT ORDER      -  SECOND    CLASS 0
 ME0939
 ME0939.The horizontal coordinates were scaled from a map and have
 ME0939.an estimated accuracy of +/- 6 seconds.
 ME0939
 ME0939.The orthometric height was determined by differential leveling and
 ME0939.adjusted by the NATIONAL GEODETIC SURVEY
 ME0939.in June 1991.
 ME0939
 ME0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0939.GEOID18 height accuracy estimate available here.
 ME0939
 ME0939.Click photographs - Photos may exist for this station.
 ME0939
 ME0939.The dynamic height is computed by dividing the NAVD 88
 ME0939.geopotential number by the normal gravity value computed on the
 ME0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0939.degrees latitude (g = 980.6199 gals.).
 ME0939
 ME0939.The modeled gravity was interpolated from observed gravity values.
 ME0939
 ME0939;                    North         East    Units  Estimated Accuracy
 ME0939;SPC IN W     -   694,950.      879,080.      MT  (+/- 180 meters Scaled)
 ME0939
 ME0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL721951(NAD 83)
 ME0939
 ME0939                          SUPERSEDED SURVEY CONTROL
 ME0939
 ME0939  NGVD 29 (??/??/92)  191.438  (m)          628.08   (f) ADJ UNCH    2 0
 ME0939
 ME0939.Superseded values are not recommended for survey control.
 ME0939
 ME0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0939.See file dsdata.pdf to determine how the superseded data were derived.
 ME0939
 ME0939_MARKER: DB = BENCH MARK DISK
 ME0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0939_STAMPING: J 138 1946
 ME0939_MARK LOGO: CGS
 ME0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0939+STABILITY: SURFACE MOTION
 ME0939
 ME0939  HISTORY     - Date     Condition        Report By
 ME0939  HISTORY     - 1946     MONUMENTED       CGS
 ME0939  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0939
 ME0939                          STATION DESCRIPTION
 ME0939
 ME0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0939'1.5 MI N FROM MERRILLVILLE.
 ME0939'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE CHESAPEAKE
 ME0939'AND OHIO RAILWAY STATION AT MERRILLVILLE, AT THE GARY AIR FIELD,
 ME0939'SET AT THE NORTHEAST CORNER OF THE HANGER, 4 FEET WEST OF THE
 ME0939'NORTHEAST CORNER, 1 FOOT NORTH OF THE NORTH WALL OF THE BUILDING,
 ME0939'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 ME0939'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK MAY BE
 ME0939'REACHED FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S. HIGHWAY
 ME0939'20 AT GARY BY GOING ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY
 ME0939'53 TO THE GARY AIR FIELD.
 ME0939
 ME0939                          STATION RECOVERY (1990)
 ME0939
 ME0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0939'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1667 ***********************************************************************
 LA1667  DESIGNATION -  J 14
 LA1667  PID         -  LA1667
 LA1667  STATE/COUNTY-  IN/HUNTINGTON
 LA1667  COUNTRY     -  US
 LA1667  USGS QUAD   -  BIPPUS (2019)
 LA1667
 LA1667                         *CURRENT SURVEY CONTROL
 LA1667  ______________________________________________________________________
 LA1667* NAD 83(1986) POSITION- 40 52 44.     (N) 085 32 15.     (W)   SCALED
 LA1667* NAVD 88 ORTHO HEIGHT -   215.513 (meters)      707.06  (feet) ADJUSTED
 LA1667  ______________________________________________________________________
 LA1667  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 LA1667  DYNAMIC HEIGHT  -        215.411 (meters)      706.73  (feet) COMP
 LA1667  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 LA1667
 LA1667  VERT ORDER      -  FIRST     CLASS II
 LA1667
 LA1667.The horizontal coordinates were scaled from a map and have
 LA1667.an estimated accuracy of +/- 6 seconds.
 LA1667
 LA1667.The orthometric height was determined by differential leveling and
 LA1667.adjusted by the NATIONAL GEODETIC SURVEY
 LA1667.in June 1991.
 LA1667
 LA1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1667.GEOID18 height accuracy estimate available here.
 LA1667
 LA1667.Click photographs - Photos may exist for this station.
 LA1667
 LA1667.The dynamic height is computed by dividing the NAVD 88
 LA1667.geopotential number by the normal gravity value computed on the
 LA1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1667.degrees latitude (g = 980.6199 gals.).
 LA1667
 LA1667.The modeled gravity was interpolated from observed gravity values.
 LA1667
 LA1667;                    North         East    Units  Estimated Accuracy
 LA1667;SPC IN E     -   625,120.      110,890.      MT  (+/- 180 meters Scaled)
 LA1667
 LA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL232263(NAD 83)
 LA1667
 LA1667                          SUPERSEDED SURVEY CONTROL
 LA1667
 LA1667  NGVD 29 (??/??/92)  215.649  (m)          707.51   (f) ADJ UNCH    1 2
 LA1667
 LA1667.Superseded values are not recommended for survey control.
 LA1667
 LA1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1667.See file dsdata.pdf to determine how the superseded data were derived.
 LA1667
 LA1667_MARKER: DB = BENCH MARK DISK
 LA1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1667_STAMPING: J 14 1930
 LA1667_MARK LOGO: CGS
 LA1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1667+STABILITY: SURFACE MOTION
 LA1667
 LA1667  HISTORY     - Date     Condition        Report By
 LA1667  HISTORY     - 1930     MONUMENTED       CGS
 LA1667  HISTORY     - 1946     GOOD             CGS
 LA1667  HISTORY     - 1965     GOOD             CGS
 LA1667
 LA1667                          STATION DESCRIPTION
 LA1667
 LA1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1667'2.6 MI W FROM HUNTINGTON.
 LA1667'ABOUT 2.65 MILES WEST ALONG U.S. HIGHWAY 24 FROM CENTRAL SCHOOL
 LA1667'AT HUNTINGTON, ABOUT 0.3 MILE WEST OF MIAMI GARDENS FARM, ABOUT
 LA1667'0.3 MILE EAST OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL
 LA1667'ROAD, 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN IMITATION
 LA1667'BRICK FARM HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 29 FEET
 LA1667'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE
 LA1667'CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 38 FEET NORTHWEST
 LA1667'OF POWER POLE 106-032, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA1667'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA1667
 LA1667                          STATION RECOVERY (1965)
 LA1667
 LA1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0627 ***********************************************************************
 ME0627  DESIGNATION -  J 142
 ME0627  PID         -  ME0627
 ME0627  STATE/COUNTY-  IN/STARKE
 ME0627  COUNTRY     -  US
 ME0627  USGS QUAD   -  KNOX WEST (2019)
 ME0627
 ME0627                         *CURRENT SURVEY CONTROL
 ME0627  ______________________________________________________________________
 ME0627* NAD 83(1986) POSITION- 41 17 16.     (N) 086 41 54.     (W)   SCALED
 ME0627* NAVD 88 ORTHO HEIGHT -   205.900 (meters)      675.52  (feet) ADJUSTED
 ME0627  ______________________________________________________________________
 ME0627  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0627  DYNAMIC HEIGHT  -        205.815 (meters)      675.24  (feet) COMP
 ME0627  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 ME0627
 ME0627  VERT ORDER      -  SECOND    CLASS 0
 ME0627
 ME0627.The horizontal coordinates were scaled from a map and have
 ME0627.an estimated accuracy of +/- 6 seconds.
 ME0627
 ME0627.The orthometric height was determined by differential leveling and
 ME0627.adjusted by the NATIONAL GEODETIC SURVEY
 ME0627.in June 1991.
 ME0627
 ME0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0627.GEOID18 height accuracy estimate available here.
 ME0627
 ME0627.Click photographs - Photos may exist for this station.
 ME0627
 ME0627.The dynamic height is computed by dividing the NAVD 88
 ME0627.geopotential number by the normal gravity value computed on the
 ME0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0627.degrees latitude (g = 980.6199 gals.).
 ME0627
 ME0627.The modeled gravity was interpolated from observed gravity values.
 ME0627
 ME0627;                    North         East    Units  Estimated Accuracy
 ME0627;SPC IN W     -   670,590.      932,250.      MT  (+/- 180 meters Scaled)
 ME0627
 ME0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252707(NAD 83)
 ME0627
 ME0627                          SUPERSEDED SURVEY CONTROL
 ME0627
 ME0627  NGVD 29 (??/??/92)  206.002  (m)          675.86   (f) ADJ UNCH    2 0
 ME0627
 ME0627.Superseded values are not recommended for survey control.
 ME0627
 ME0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0627.See file dsdata.pdf to determine how the superseded data were derived.
 ME0627
 ME0627_MARKER: DB = BENCH MARK DISK
 ME0627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0627_SP_SET: RETAINING WALL
 ME0627_STAMPING: J 142 1946
 ME0627_MARK LOGO: CGS
 ME0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0627+STABILITY: SURFACE MOTION
 ME0627
 ME0627  HISTORY     - Date     Condition        Report By
 ME0627  HISTORY     - 1946     MONUMENTED       CGS
 ME0627  HISTORY     - 1988     GOOD             USPSQD
 ME0627  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0627  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0627
 ME0627                          STATION DESCRIPTION
 ME0627
 ME0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0627'2 MI N FROM RYE.
 ME0627'ABOUT 2.0 MILES NORTH ALONG A ROAD LEADING TO STATE HIGHWAY 8
 ME0627'FROM THE CROSS ROAD AT RYE, AT THE JUNCTION OF A T ROAD EAST, SET
 ME0627'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE
 ME0627'RETAINING WALL OF A 5 FOOT CORRUGATED PIPE CULVERT IN WILLIAMS
 ME0627'DITCH, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 ME0627'NORTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 6.5 FEET
 ME0627'SOUTHWEST OF THE SOUTH END OF THE WEST STEEL BANISTER, 1 FOOT
 ME0627'NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL, ABOUT
 ME0627'LEVEL WITH THE ROAD, AND SET IN A DRILL HOLE.  NOTE-- RYE IS ALSO
 ME0627'SHOWN ON SOME MAPS AT TOTO.
 ME0627
 ME0627                          STATION RECOVERY (1988)
 ME0627
 ME0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0627'RECOVERED IN GOOD CONDITION.
 ME0627
 ME0627                          STATION RECOVERY (1988)
 ME0627
 ME0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0627'MARK NOT FOUND.
 ME0627
 ME0627                          STATION RECOVERY (2011)
 ME0627
 ME0627'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0627'RETAINING WALL REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0583 ***********************************************************************
 ME0583  DESIGNATION -  J 143
 ME0583  PID         -  ME0583
 ME0583  STATE/COUNTY-  IN/LA PORTE
 ME0583  COUNTRY     -  US
 ME0583  USGS QUAD   -  WANATAH (2019)
 ME0583
 ME0583                         *CURRENT SURVEY CONTROL
 ME0583  ______________________________________________________________________
 ME0583* NAD 83(1986) POSITION- 41 25 00.     (N) 086 53 28.     (W)   SCALED
 ME0583* NAVD 88 ORTHO HEIGHT -   219.549 (meters)      720.30  (feet) ADJUSTED
 ME0583  ______________________________________________________________________
 ME0583  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME0583  DYNAMIC HEIGHT  -        219.459 (meters)      720.01  (feet) COMP
 ME0583  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 ME0583
 ME0583  VERT ORDER      -  SECOND    CLASS 0
 ME0583
 ME0583.The horizontal coordinates were scaled from a map and have
 ME0583.an estimated accuracy of +/- 6 seconds.
 ME0583
 ME0583.The orthometric height was determined by differential leveling and
 ME0583.adjusted by the NATIONAL GEODETIC SURVEY
 ME0583.in June 1991.
 ME0583
 ME0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0583.GEOID18 height accuracy estimate available here.
 ME0583
 ME0583.Click photographs - Photos may exist for this station.
 ME0583
 ME0583.The dynamic height is computed by dividing the NAVD 88
 ME0583.geopotential number by the normal gravity value computed on the
 ME0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0583.degrees latitude (g = 980.6199 gals.).
 ME0583
 ME0583.The modeled gravity was interpolated from observed gravity values.
 ME0583
 ME0583;                    North         East    Units  Estimated Accuracy
 ME0583;SPC IN W     -   684,850.      916,070.      MT  (+/- 180 meters Scaled)
 ME0583
 ME0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090850(NAD 83)
 ME0583
 ME0583                          SUPERSEDED SURVEY CONTROL
 ME0583
 ME0583  NGVD 29 (??/??/92)  219.625  (m)          720.55   (f) ADJ UNCH    2 0
 ME0583
 ME0583.Superseded values are not recommended for survey control.
 ME0583
 ME0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0583.See file dsdata.pdf to determine how the superseded data were derived.
 ME0583
 ME0583_MARKER: DB = BENCH MARK DISK
 ME0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0583_SP_SET: CULVERT HEADWALL
 ME0583_STAMPING: J 143 1946
 ME0583_MARK LOGO: CGS
 ME0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0583+STABILITY: SURFACE MOTION
 ME0583
 ME0583  HISTORY     - Date     Condition        Report By
 ME0583  HISTORY     - 1946     MONUMENTED       CGS
 ME0583  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0583  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0583
 ME0583                          STATION DESCRIPTION
 ME0583
 ME0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0583'1.2 MI SE FROM WANATAH.
 ME0583'ABOUT 0.45 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME0583'THE STATION AT WANATAH, THENCE ABOUT 0.8 MILE SOUTH ALONG
 ME0583'STATE HIGHWAY 43, ABOUT 1.0 MILE NORTH OF THE CROSSING OF THE
 ME0583'CHESAPEAKE AND OHIO RAILWAY, ABOUT 0.4 MILE NORTH OF A GRAVEL
 ME0583'CROSS ROAD, AND SET IN THE TOP OF THE NORTH END OF THE EAST
 ME0583'CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT, 19 FEET EAST OF
 ME0583'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END
 ME0583'OF THE HEAD WALL, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A
 ME0583'DRILL HOLE.
 ME0583
 ME0583                          STATION RECOVERY (1992)
 ME0583
 ME0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0583'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0583
 ME0583                          STATION RECOVERY (2007)
 ME0583
 ME0583'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0583'NO CULVERT IN THE AREA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0379 ***********************************************************************
 ME0379  DESIGNATION -  J 144
 ME0379  PID         -  ME0379
 ME0379  STATE/COUNTY-  IN/MARSHALL
 ME0379  COUNTRY     -  US
 ME0379  USGS QUAD   -  ARGOS (2019)
 ME0379
 ME0379                         *CURRENT SURVEY CONTROL
 ME0379  ______________________________________________________________________
 ME0379* NAD 83(1986) POSITION- 41 10 33.     (N) 086 13 46.     (W)   SCALED
 ME0379* NAVD 88 ORTHO HEIGHT -   258.202 (meters)      847.12  (feet) ADJUSTED
 ME0379  ______________________________________________________________________
 ME0379  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 ME0379  DYNAMIC HEIGHT  -        258.091 (meters)      846.75  (feet) COMP
 ME0379  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME0379
 ME0379  VERT ORDER      -  SECOND    CLASS 0
 ME0379
 ME0379.The horizontal coordinates were scaled from a map and have
 ME0379.an estimated accuracy of +/- 6 seconds.
 ME0379
 ME0379.The orthometric height was determined by differential leveling and
 ME0379.adjusted by the NATIONAL GEODETIC SURVEY
 ME0379.in June 1991.
 ME0379
 ME0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0379.GEOID18 height accuracy estimate available here.
 ME0379
 ME0379.Click photographs - Photos may exist for this station.
 ME0379
 ME0379.The dynamic height is computed by dividing the NAVD 88
 ME0379.geopotential number by the normal gravity value computed on the
 ME0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0379.degrees latitude (g = 980.6199 gals.).
 ME0379
 ME0379.The modeled gravity was interpolated from observed gravity values.
 ME0379
 ME0379;                    North         East    Units  Estimated Accuracy
 ME0379;SPC IN E     -   658,240.       52,780.      MT  (+/- 180 meters Scaled)
 ME0379
 ME0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL646585(NAD 83)
 ME0379
 ME0379                          SUPERSEDED SURVEY CONTROL
 ME0379
 ME0379  NGVD 29 (??/??/92)  258.318  (m)          847.50   (f) ADJ UNCH    2 0
 ME0379
 ME0379.Superseded values are not recommended for survey control.
 ME0379
 ME0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0379.See file dsdata.pdf to determine how the superseded data were derived.
 ME0379
 ME0379_MARKER: DB = BENCH MARK DISK
 ME0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0379_SP_SET: CULVERT HEADWALL
 ME0379_STAMPING: J 144 1946
 ME0379_MARK LOGO: CGS
 ME0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0379+STABILITY: SURFACE MOTION
 ME0379
 ME0379  HISTORY     - Date     Condition        Report By
 ME0379  HISTORY     - 1946     MONUMENTED       CGS
 ME0379  HISTORY     - 1960     MARK NOT FOUND   USGS
 ME0379  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0379
 ME0379                          STATION DESCRIPTION
 ME0379
 ME0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0379'4.2 MI S FROM ARGOS.
 ME0379'ABOUT 4.25 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0379'BUILDING AT ARGOS, ABOUT 0.3 MILE NORTH OF THE MARSHALL-FULTON
 ME0379'COUNTY LINE, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 ME0379'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 18 FEET WEST OF THE
 ME0379'CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE MOST SOUTHERN
 ME0379'OF TWO 24-INCH POPLAR TREES ON THE WEST SIDE OF THE HIGHWAY, 1
 ME0379'FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT 1 1/2 FOOT
 ME0379'BELOW HIGHWAY LEVEL.
 ME0379
 ME0379                          STATION RECOVERY (1960)
 ME0379
 ME0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ME0379'MARK NOT FOUND.
 ME0379
 ME0379                          STATION RECOVERY (1984)
 ME0379
 ME0379'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1217 ***********************************************************************
 MD1217  DESIGNATION -  J 145
 MD1217  PID         -  MD1217
 MD1217  STATE/COUNTY-  IN/KOSCIUSKO
 MD1217  COUNTRY     -  US
 MD1217  USGS QUAD   -  BURKET (2019)
 MD1217
 MD1217                         *CURRENT SURVEY CONTROL
 MD1217  ______________________________________________________________________
 MD1217* NAD 83(1986) POSITION- 41 11 18.0    (N) 085 58 34.2    (W)   HD_HELD2
 MD1217* NAVD 88 ORTHO HEIGHT -   253.913 (meters)      833.05  (feet) ADJUSTED
 MD1217  ______________________________________________________________________
 MD1217  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 MD1217  DYNAMIC HEIGHT  -        253.804 (meters)      832.69  (feet) COMP
 MD1217  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 MD1217
 MD1217  VERT ORDER      -  SECOND    CLASS 0
 MD1217
 MD1217.The horizontal coordinates were established by autonomous hand held GPS
 MD1217.observations and have an estimated accuracy of +/- 10 meters.
 MD1217
 MD1217.The orthometric height was determined by differential leveling and
 MD1217.adjusted by the NATIONAL GEODETIC SURVEY
 MD1217.in June 1991.
 MD1217
 MD1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1217.GEOID18 height accuracy estimate available here.
 MD1217
 MD1217.Click photographs - Photos may exist for this station.
 MD1217
 MD1217.The dynamic height is computed by dividing the NAVD 88
 MD1217.geopotential number by the normal gravity value computed on the
 MD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1217.degrees latitude (g = 980.6199 gals.).
 MD1217
 MD1217.The modeled gravity was interpolated from observed gravity values.
 MD1217
 MD1217;                    North         East    Units  Estimated Accuracy
 MD1217;SPC IN E     -   659,519.       74,035.      MT  (+/- 10 meters HH2 GPS)
 MD1217
 MD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8586160169(NAD 83)
 MD1217
 MD1217                          SUPERSEDED SURVEY CONTROL
 MD1217
 MD1217  NGVD 29 (??/??/92)  254.044  (m)          833.48   (f) ADJ UNCH    2 0
 MD1217
 MD1217.Superseded values are not recommended for survey control.
 MD1217
 MD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1217.See file dsdata.pdf to determine how the superseded data were derived.
 MD1217
 MD1217_MARKER: DB = BENCH MARK DISK
 MD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1217_STAMPING: J 145 1946
 MD1217_MARK LOGO: CGS
 MD1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1217+STABILITY: SURFACE MOTION
 MD1217
 MD1217  HISTORY     - Date     Condition        Report By
 MD1217  HISTORY     - 1946     MONUMENTED       CGS
 MD1217
 MD1217                          STATION DESCRIPTION
 MD1217
 MD1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1217'6 MI S FROM ATWOOD.
 MD1217'6.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 MD1217'ATWOOD, 1.0 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY 25,
 MD1217'0.1 MILE NORTH OF A WHITE FARM HOUSE ON THE WEST SIDE OF THE
 MD1217'ROAD, AT THE INTERSECTION WITH AN EAST-WEST ROAD, AT THE NORTH
 MD1217'END OF A ROW OF MAPLE TREES ALONG THE WEST SIDE OF THE RIGHT-OF-WAY,
 MD1217'98 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19 FEET
 MD1217'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 41 FEET NORTH
 MD1217'OF THE MOST NORTHERN TREE IN THE ROW OF MAPLE TREES, 2 FEET
 MD1217'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 MD1217'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 MD1217'NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF STATE
 MD1217'HIGHWAYS 19 AND 25 AT MENTONE BY GOING EAST ALONG HIGHWAY 25
 MD1217'ABOUT 3.35 MILES, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD TO
 MD1217'THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0955 ***********************************************************************
 LB0955  DESIGNATION -  J 146
 LB0955  PID         -  LB0955
 LB0955  STATE/COUNTY-  IN/CARROLL
 LB0955  COUNTRY     -  US
 LB0955  USGS QUAD   -  BURROWS (2019)
 LB0955
 LB0955                         *CURRENT SURVEY CONTROL
 LB0955  ______________________________________________________________________
 LB0955* NAD 83(1986) POSITION- 40 38 29.     (N) 086 33 21.     (W)   SCALED
 LB0955* NAVD 88 ORTHO HEIGHT -   211.033 (meters)      692.36  (feet) ADJUSTED
 LB0955  ______________________________________________________________________
 LB0955  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 LB0955  DYNAMIC HEIGHT  -        210.932 (meters)      692.03  (feet) COMP
 LB0955  MODELED GRAVITY -    980,141.8   (mgal)                       NAVD 88
 LB0955
 LB0955  VERT ORDER      -  SECOND    CLASS 0
 LB0955
 LB0955.The horizontal coordinates were scaled from a map and have
 LB0955.an estimated accuracy of +/- 6 seconds.
 LB0955
 LB0955.The orthometric height was determined by differential leveling and
 LB0955.adjusted by the NATIONAL GEODETIC SURVEY
 LB0955.in June 1991.
 LB0955
 LB0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0955.GEOID18 height accuracy estimate available here.
 LB0955
 LB0955.Click photographs - Photos may exist for this station.
 LB0955
 LB0955.The dynamic height is computed by dividing the NAVD 88
 LB0955.geopotential number by the normal gravity value computed on the
 LB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0955.degrees latitude (g = 980.6199 gals.).
 LB0955
 LB0955.The modeled gravity was interpolated from observed gravity values.
 LB0955
 LB0955;                    North         East    Units  Estimated Accuracy
 LB0955;SPC IN W     -   598,870.      944,620.      MT  (+/- 180 meters Scaled)
 LB0955
 LB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK375990(NAD 83)
 LB0955
 LB0955                          SUPERSEDED SURVEY CONTROL
 LB0955
 LB0955  NGVD 29 (??/??/92)  211.144  (m)          692.73   (f) ADJ UNCH    2 0
 LB0955
 LB0955.Superseded values are not recommended for survey control.
 LB0955
 LB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0955.See file dsdata.pdf to determine how the superseded data were derived.
 LB0955
 LB0955_MARKER: DB = BENCH MARK DISK
 LB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0955_STAMPING: J 146 1946
 LB0955_MARK LOGO: CGS
 LB0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0955+STABILITY: SURFACE MOTION
 LB0955
 LB0955  HISTORY     - Date     Condition        Report By
 LB0955  HISTORY     - 1946     MONUMENTED       CGS
 LB0955  HISTORY     - 20020617 MARK NOT FOUND   GRWENG
 LB0955
 LB0955                          STATION DESCRIPTION
 LB0955
 LB0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0955'1 MI E FROM ROCKFIELD.
 LB0955'ABOUT 0.95 MILE EAST ALONG A PAVED ROAD LEADING TO CAMDEN FROM
 LB0955'THE WABASH RAILWAY STATION AT ROCKFIELD, AT THE JUNCTION WITH A
 LB0955'FARM ROAD LEADING NORTH BETWEEN TWO ROWS OF LARGE POPLAR TREES,
 LB0955'18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE
 LB0955'CENTER LINE OF THE FARM ROAD, 4 FEET NORTH OF A CONCRETE CORNER
 LB0955'FENCE POST, 8 FEET SOUTHEAST OF A 38-INCH POPLAR TREE, 2 FEET WEST
 LB0955'OF A FENCE LINE AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 LB0955'STAMPED J 146 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0955'4 INCHES ABOVE GROUND.
 LB0955
 LB0955                          STATION RECOVERY (2002)
 LB0955
 LB0955'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0955'ALL POPLAR TREES HAVE BEEN REMOVED, NO FENCE LINE FOUND, NO CONCRETE
 LB0955'CORNER POST FOUND, AREA HAS BEEN FILLED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1032 ***********************************************************************
 LB1032  DESIGNATION -  J 147
 LB1032  PID         -  LB1032
 LB1032  STATE/COUNTY-  IN/CARROLL
 LB1032  COUNTRY     -  US
 LB1032  USGS QUAD   -  YEOMAN (2019)
 LB1032
 LB1032                         *CURRENT SURVEY CONTROL
 LB1032  ______________________________________________________________________
 LB1032* NAD 83(1986) POSITION- 40 42 14.     (N) 086 44 25.     (W)   SCALED
 LB1032* NAVD 88 ORTHO HEIGHT -   206.406 (meters)      677.18  (feet) ADJUSTED
 LB1032  ______________________________________________________________________
 LB1032  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 LB1032  DYNAMIC HEIGHT  -        206.309 (meters)      676.87  (feet) COMP
 LB1032  MODELED GRAVITY -    980,151.3   (mgal)                       NAVD 88
 LB1032
 LB1032  VERT ORDER      -  SECOND    CLASS 0
 LB1032
 LB1032.The horizontal coordinates were scaled from a map and have
 LB1032.an estimated accuracy of +/- 6 seconds.
 LB1032
 LB1032.The orthometric height was determined by differential leveling and
 LB1032.adjusted by the NATIONAL GEODETIC SURVEY
 LB1032.in June 1991.
 LB1032
 LB1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1032.GEOID18 height accuracy estimate available here.
 LB1032
 LB1032.Click photographs - Photos may exist for this station.
 LB1032
 LB1032.The dynamic height is computed by dividing the NAVD 88
 LB1032.geopotential number by the normal gravity value computed on the
 LB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1032.degrees latitude (g = 980.6199 gals.).
 LB1032
 LB1032.The modeled gravity was interpolated from observed gravity values.
 LB1032
 LB1032;                    North         East    Units  Estimated Accuracy
 LB1032;SPC IN W     -   605,730.      928,990.      MT  (+/- 180 meters Scaled)
 LB1032
 LB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219059(NAD 83)
 LB1032
 LB1032                          SUPERSEDED SURVEY CONTROL
 LB1032
 LB1032  NGVD 29 (??/??/92)  206.513  (m)          677.53   (f) ADJ UNCH    2 0
 LB1032
 LB1032.Superseded values are not recommended for survey control.
 LB1032
 LB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1032.See file dsdata.pdf to determine how the superseded data were derived.
 LB1032
 LB1032_MARKER: DB = BENCH MARK DISK
 LB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1032_STAMPING: J 147 1946
 LB1032_MARK LOGO: CGS
 LB1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1032+STABILITY: SURFACE MOTION
 LB1032
 LB1032  HISTORY     - Date     Condition        Report By
 LB1032  HISTORY     - 1946     MONUMENTED       CGS
 LB1032
 LB1032                          STATION DESCRIPTION
 LB1032
 LB1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1032'3.2 MI S FROM MONTICELLO.
 LB1032'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1032'COURT HOUSE AT MONTICELLO, AT PATTON, 40 FEET EAST OF THE CENTER
 LB1032'LINE OF THE HIGHWAY, 65.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LB1032'OF MARION LUCAS RESIDENCE, 23 FEET SOUTH OF THE CENTER LINE
 LB1032'OF THE DRIVEWAY TO THE HOUSE, 4 FEET SOUTH OF A FENCE CORNER,
 LB1032'1 1/2 FEET WEST OF A FENCE LINE AND 2 FEET LOWER THAN HIGHWAY
 LB1032'LEVEL.  A STANDARD DISK, STAMPED J 147 1946 AND SET IN THE
 LB1032'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1061 ***********************************************************************
 ME1061  DESIGNATION -  J 148
 ME1061  PID         -  ME1061
 ME1061  STATE/COUNTY-  IN/PORTER
 ME1061  COUNTRY     -  US
 ME1061  USGS QUAD   -  PORTAGE (2019)
 ME1061
 ME1061                         *CURRENT SURVEY CONTROL
 ME1061  ______________________________________________________________________
 ME1061* NAD 83(1986) POSITION- 41 31 40.     (N) 087 09 46.     (W)   SCALED
 ME1061* NAVD 88 ORTHO HEIGHT -   207.933 (meters)      682.19  (feet) ADJUSTED
 ME1061  ______________________________________________________________________
 ME1061  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 ME1061  DYNAMIC HEIGHT  -        207.853 (meters)      681.93  (feet) COMP
 ME1061  MODELED GRAVITY -    980,234.7   (mgal)                       NAVD 88
 ME1061
 ME1061  VERT ORDER      -  FIRST     CLASS II
 ME1061
 ME1061.The horizontal coordinates were scaled from a map and have
 ME1061.an estimated accuracy of +/- 6 seconds.
 ME1061
 ME1061.The orthometric height was determined by differential leveling and
 ME1061.adjusted by the NATIONAL GEODETIC SURVEY
 ME1061.in April 1995.
 ME1061
 ME1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1061.GEOID18 height accuracy estimate available here.
 ME1061
 ME1061.Click photographs - Photos may exist for this station.
 ME1061
 ME1061.The dynamic height is computed by dividing the NAVD 88
 ME1061.geopotential number by the normal gravity value computed on the
 ME1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1061.degrees latitude (g = 980.6199 gals.).
 ME1061
 ME1061.The modeled gravity was interpolated from observed gravity values.
 ME1061
 ME1061;                    North         East    Units  Estimated Accuracy
 ME1061;SPC IN W     -   697,170.      893,370.      MT  (+/- 180 meters Scaled)
 ME1061
 ME1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL864973(NAD 83)
 ME1061
 ME1061                          SUPERSEDED SURVEY CONTROL
 ME1061
 ME1061  NAVD 88 (06/15/91)  207.881  (m)          682.02   (f) SUPERSEDED  1 2
 ME1061  NGVD 29 (01/19/93)  208.032  (m)          682.52   (f) ADJUSTED    1 2
 ME1061  NGVD 29 (??/??/92)  207.971  (m)          682.32   (f) SUPERSEDED  1 2
 ME1061
 ME1061.Superseded values are not recommended for survey control.
 ME1061
 ME1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1061.See file dsdata.pdf to determine how the superseded data were derived.
 ME1061
 ME1061_MARKER: DB = BENCH MARK DISK
 ME1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1061_STAMPING: J 148 1946
 ME1061_MARK LOGO: CGS
 ME1061_PROJECTION: PROJECTING 2 CENTIMETERS
 ME1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1061+STABILITY: SURFACE MOTION
 ME1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1061+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2025
 ME1061
 ME1061  HISTORY     - Date     Condition        Report By
 ME1061  HISTORY     - 1946     MONUMENTED       CGS
 ME1061  HISTORY     - 1977     GOOD             LOCSUR
 ME1061  HISTORY     - 19920906 GOOD             NGS
 ME1061  HISTORY     - 20250404 GOOD             FARNGP
 ME1061
 ME1061                          STATION DESCRIPTION
 ME1061
 ME1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1061'2.1 MI E FROM WHEELER.
 ME1061'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE POST
 ME1061'OFFICE AT WHEELER, PORTER COUNTY, THENCE ABOUT 0.85 MILE
 ME1061'NORTHEAST, 0.5 MILE EAST, AND 0.45 MILE NORTH ALONG A COUNTY ROAD,
 ME1061'AT THE ROSS CRISMAN FARM, 74 FEET SOUTHEAST OF THE SOUTHEAST
 ME1061'CORNER OF THE FARMHOUSE, 26 FEET SOUTH OF THE CENTER LINE OF THE
 ME1061'DRIVEWAY, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 ME1061'SOUTH OF A FENCE CORNER, 1.0 FEET EAST OF THE FENCE, AND ABOUT
 ME1061'1-1/2 FEET HIGHER THAN THE ROAD.  A BRONZE DISK, STAMPED J 148
 ME1061'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME1061'INCHES ABOVE GROUND.
 ME1061
 ME1061                          STATION RECOVERY (1977)
 ME1061
 ME1061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME1061'RECOVERED IN GOOD CONDITION.
 ME1061
 ME1061                          STATION RECOVERY (1992)
 ME1061
 ME1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1061'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 130 FROM THE POST
 ME1061'OFFICE IN WHEELER, THENCE 1.5 KM (0.95 MI) NORTHEASTERLY ALONG 1ST
 ME1061'STREET AND COUNTY ROAD 550 WEST, THENCE 0.8 KM (0.50 MI) EASTERLY
 ME1061'ALONG COUNTY ROAD 600 NORTH, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 ME1061'COUNTY ROAD 500 WEST, 22.6 M (74.1 FT) SOUTHEAST OF THE SOUTHEAST
 ME1061'CORNER OF A HOUSE, 11.6 M (38.1 FT) NORTH OF A FENCE CORNER, 6.7 M
 ME1061'(22.0 FT) WEST OF THE ROAD CENTER, 6.5 M (21.3 FT) SOUTH OF THE
 ME1061'CENTER OF A DRIVEWAY, 2.9 M (9.5 FT) SOUTH OF A UTILITY POLE, 0.3 M
 ME1061'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.02
 ME1061'M (0.07 FT) ABOVE THE GROUND SURFACE.
 ME1061
 ME1061                          STATION RECOVERY (2025)
 ME1061
 ME1061'RECOVERY NOTE BY FARNSWORTH GROUP 2025 (RR)
 ME1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0478 ***********************************************************************
 ME0478  DESIGNATION -  J 149
 ME0478  PID         -  ME0478
 ME0478  STATE/COUNTY-  IN/LA PORTE
 ME0478  COUNTRY     -  US
 ME0478  USGS QUAD   -  WANATAH (2019)
 ME0478
 ME0478                         *CURRENT SURVEY CONTROL
 ME0478  ______________________________________________________________________
 ME0478* NAD 83(1986) POSITION- 41 28 38.73   (N) 086 53 33.71   (W)   HD_HELD1
 ME0478* NAVD 88 ORTHO HEIGHT -   231.724 (meters)      760.25  (feet) ADJUSTED
 ME0478  ______________________________________________________________________
 ME0478  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME0478  DYNAMIC HEIGHT  -        231.631 (meters)      759.94  (feet) COMP
 ME0478  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 ME0478
 ME0478  VERT ORDER      -  SECOND    CLASS 0
 ME0478
 ME0478.The horizontal coordinates were determined by differentially corrected
 ME0478.hand held GPS observations or other comparable positioning techniques
 ME0478.and have an estimated accuracy of +/- 3 meters.
 ME0478
 ME0478.The orthometric height was determined by differential leveling and
 ME0478.adjusted by the NATIONAL GEODETIC SURVEY
 ME0478.in June 1991.
 ME0478
 ME0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0478.GEOID18 height accuracy estimate available here.
 ME0478
 ME0478.Click photographs - Photos may exist for this station.
 ME0478
 ME0478.The dynamic height is computed by dividing the NAVD 88
 ME0478.geopotential number by the normal gravity value computed on the
 ME0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0478.degrees latitude (g = 980.6199 gals.).
 ME0478
 ME0478.The modeled gravity was interpolated from observed gravity values.
 ME0478
 ME0478;                    North         East    Units  Estimated Accuracy
 ME0478;SPC IN W     -   691,596.1     915,922.4     MT  (+/- 3 meters HH1 GPS) 
 ME0478
 ME0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0895891763(NAD 83)
 ME0478
 ME0478                          SUPERSEDED SURVEY CONTROL
 ME0478
 ME0478  NGVD 29 (??/??/92)  231.809  (m)          760.53   (f) ADJ UNCH    2 0
 ME0478
 ME0478.Superseded values are not recommended for survey control.
 ME0478
 ME0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0478.See file dsdata.pdf to determine how the superseded data were derived.
 ME0478
 ME0478_MARKER: DB = BENCH MARK DISK
 ME0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0478_STAMPING: J 149 1946
 ME0478_MARK LOGO: CGS
 ME0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0478+STABILITY: SURFACE MOTION
 ME0478
 ME0478  HISTORY     - Date     Condition        Report By
 ME0478  HISTORY     - 1946     MONUMENTED       CGS
 ME0478  HISTORY     - 1972     MARK NOT FOUND   USGS
 ME0478  HISTORY     - 1988     GOOD             USPSQD
 ME0478
 ME0478                          STATION DESCRIPTION
 ME0478
 ME0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0478'2.9 MI N FROM WANATAH.
 ME0478'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0478'OF U.S. HIGHWAY 30 AT WANATAH, LA PORTE COUNTY, ABOUT 0.5
 ME0478'MILE SOUTH OF THE CROSSING OF THE GRAND TRUNK WESTERN RAILROAD,
 ME0478'IN THE SOUTHWEST QUARTER OF A ROAD INTERSECTION, 34 FEET WEST
 ME0478'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER
 ME0478'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A FENCE CORNER, 2.0
 ME0478'FEET NORTH OF THE FENCE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A
 ME0478'BRONZE DISK, STAMPED J 149 1946 AND SET IN THE TOP OF A CONCRETE
 ME0478'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0478
 ME0478                          STATION RECOVERY (1972)
 ME0478
 ME0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ME0478'MARK NOT FOUND.
 ME0478
 ME0478                          STATION RECOVERY (1988)
 ME0478
 ME0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0555 ***********************************************************************
 ME0555  DESIGNATION -  J 150
 ME0555  PID         -  ME0555
 ME0555  STATE/COUNTY-  IN/LA PORTE
 ME0555  COUNTRY     -  US
 ME0555  USGS QUAD   -  HANNA (2019)
 ME0555
 ME0555                         *CURRENT SURVEY CONTROL
 ME0555  ______________________________________________________________________
 ME0555* NAD 83(1986) POSITION- 41 25 16.     (N) 086 50 33.     (W)   SCALED
 ME0555* NAVD 88 ORTHO HEIGHT -   221.997 (meters)      728.34  (feet) ADJUSTED
 ME0555  ______________________________________________________________________
 ME0555  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME0555  DYNAMIC HEIGHT  -        221.906 (meters)      728.04  (feet) COMP
 ME0555  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 ME0555
 ME0555  VERT ORDER      -  FIRST     CLASS I
 ME0555
 ME0555.The horizontal coordinates were scaled from a map and have
 ME0555.an estimated accuracy of +/- 6 seconds.
 ME0555
 ME0555.The orthometric height was determined by differential leveling and
 ME0555.adjusted by the NATIONAL GEODETIC SURVEY
 ME0555.in June 1991.
 ME0555
 ME0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0555.GEOID18 height accuracy estimate available here.
 ME0555
 ME0555.Click photographs - Photos may exist for this station.
 ME0555
 ME0555.The dynamic height is computed by dividing the NAVD 88
 ME0555.geopotential number by the normal gravity value computed on the
 ME0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0555.degrees latitude (g = 980.6199 gals.).
 ME0555
 ME0555.The modeled gravity was interpolated from observed gravity values.
 ME0555
 ME0555;                    North         East    Units  Estimated Accuracy
 ME0555;SPC IN W     -   685,350.      920,130.      MT  (+/- 180 meters Scaled)
 ME0555
 ME0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL131855(NAD 83)
 ME0555
 ME0555                          SUPERSEDED SURVEY CONTROL
 ME0555
 ME0555  NGVD 29 (01/19/93)  222.094  (m)          728.65   (f) ADJUSTED    1 1
 ME0555  NGVD 29 (??/??/92)  222.094  (m)          728.65   (f) SUPERSEDED  1 1
 ME0555
 ME0555.Superseded values are not recommended for survey control.
 ME0555
 ME0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0555.See file dsdata.pdf to determine how the superseded data were derived.
 ME0555
 ME0555_MARKER: DB = BENCH MARK DISK
 ME0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0555_STAMPING: J 150 1946
 ME0555_MARK LOGO: CGS
 ME0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0555+STABILITY: SURFACE MOTION
 ME0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0555+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0555
 ME0555  HISTORY     - Date     Condition        Report By
 ME0555  HISTORY     - 1946     MONUMENTED       CGS
 ME0555  HISTORY     - 1968     GOOD             CGS
 ME0555  HISTORY     - 1988     GOOD             USPSQD
 ME0555  HISTORY     - 19920907 GOOD             NGS
 ME0555  HISTORY     - 20071103 GOOD             GEOCAC
 ME0555
 ME0555                          STATION DESCRIPTION
 ME0555
 ME0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0555'2.5 MI E FROM WANATAH.
 ME0555'ABOUT 2.5 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0555'U.S. HIGHWAY 421 OVERPASS OVER THE TRACKS AT WANATAH, ABOUT 3.3
 ME0555'MILES WEST OF THE CROSSING OF THOMPSON STREET AT HANNA, ABOUT 0.1
 ME0555'MILE EAST OF MILEPOST 412, 50 FEET NORTHEAST OF THE CENTER OF THE
 ME0555'CROSSING OF COUNTY ROAD NO. 750 WEST AND THE WESTBOUND TRACK, 45.5
 ME0555'FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 19 FEET EAST
 ME0555'OF THE CENTER LINE OF THE COUNTY ROAD, 1 FOOT SOUTH OF A FENCE
 ME0555'LINE, 1 FOOT WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL
 ME0555'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 ME0555'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T 34 N, R 4 W.
 ME0555
 ME0555                          STATION RECOVERY (1988)
 ME0555
 ME0555'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0555'RECOVERED IN GOOD CONDITION.
 ME0555
 ME0555                          STATION RECOVERY (1992)
 ME0555
 ME0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0555'4.2 KM (2.60 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0555'OF U.S. HIGHWAY 421 IN WANATAH, 18.0 M (59.1 FT) NORTH OF THE NEAR
 ME0555'RAIL, 5.9 M (19.4 FT) EAST OF THE CENTER OF COUNTY ROAD 750 WEST, 1.0
 ME0555'M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) SOUTH OF A
 ME0555'FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 ME0555'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS
 ME0555'BEEN OBLITERATED AND THE STAMPING IS VERY DIM.
 ME0555
 ME0555                          STATION RECOVERY (2007)
 ME0555
 ME0555'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0775 ***********************************************************************
 ME0775  DESIGNATION -  J 152
 ME0775  PID         -  ME0775
 ME0775  STATE/COUNTY-  IN/LA PORTE
 ME0775  COUNTRY     -  US
 ME0775  USGS QUAD   -  LAPORTE WEST (2019)
 ME0775
 ME0775                         *CURRENT SURVEY CONTROL
 ME0775  ______________________________________________________________________
 ME0775* NAD 83(1986) POSITION- 41 34 54.     (N) 086 49 26.     (W)   SCALED
 ME0775* NAVD 88 ORTHO HEIGHT -   256.248 (meters)      840.71  (feet) ADJUSTED
 ME0775  ______________________________________________________________________
 ME0775  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 ME0775  DYNAMIC HEIGHT  -        256.148 (meters)      840.38  (feet) COMP
 ME0775  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 ME0775
 ME0775  VERT ORDER      -  SECOND    CLASS 0
 ME0775
 ME0775.The horizontal coordinates were scaled from a map and have
 ME0775.an estimated accuracy of +/- 6 seconds.
 ME0775
 ME0775.The orthometric height was determined by differential leveling and
 ME0775.adjusted by the NATIONAL GEODETIC SURVEY
 ME0775.in June 1991.
 ME0775
 ME0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0775.GEOID18 height accuracy estimate available here.
 ME0775
 ME0775.Click photographs - Photos may exist for this station.
 ME0775
 ME0775.The dynamic height is computed by dividing the NAVD 88
 ME0775.geopotential number by the normal gravity value computed on the
 ME0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0775.degrees latitude (g = 980.6199 gals.).
 ME0775
 ME0775.The modeled gravity was interpolated from observed gravity values.
 ME0775
 ME0775;                    North         East    Units  Estimated Accuracy
 ME0775;SPC IN W     -   703,190.      921,640.      MT  (+/- 180 meters Scaled)
 ME0775
 ME0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM146033(NAD 83)
 ME0775
 ME0775                          SUPERSEDED SURVEY CONTROL
 ME0775
 ME0775  NGVD 29 (??/??/92)  256.343  (m)          841.02   (f) ADJ UNCH    2 0
 ME0775
 ME0775.Superseded values are not recommended for survey control.
 ME0775
 ME0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0775.See file dsdata.pdf to determine how the superseded data were derived.
 ME0775
 ME0775_MARKER: DB = BENCH MARK DISK
 ME0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0775_STAMPING: J 152 1946
 ME0775_MARK LOGO: CGS
 ME0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0775+STABILITY: SURFACE MOTION
 ME0775
 ME0775  HISTORY     - Date     Condition        Report By
 ME0775  HISTORY     - 1946     MONUMENTED       CGS
 ME0775  HISTORY     - 20220104 MARK NOT FOUND   INDOT
 ME0775
 ME0775                          STATION DESCRIPTION
 ME0775
 ME0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0775'2.1 MI NE FROM PIN HOOK.
 ME0775'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE OLD
 ME0775'SCHOOL BUILDING AT PIN HOOK, LA PORTE COUNTY, AT THE FARM OF
 ME0775'MRS. ORA J. BAIRD, 112 FEET EAST OF THE EAST CORNER OF THE
 ME0775'FARMHOUSE, 49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0775'45 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 2.5 FEET
 ME0775'EAST OF A FENCE CORNER, 1.0 FOOT SOUTHEAST OF THE FENCE, 2 FEET
 ME0775'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 ME0775'THE HIGHWAY.  A BRONZE DISK, STAMPED J 152 1946 AND SET IN THE
 ME0775'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0775
 ME0775                          STATION RECOVERY (2022)
 ME0775
 ME0775'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0775'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0483 ***********************************************************************
 ME0483  DESIGNATION -  J 153
 ME0483  PID         -  ME0483
 ME0483  STATE/COUNTY-  IN/LA PORTE
 ME0483  COUNTRY     -  US
 ME0483  USGS QUAD   -  HANNA (2019)
 ME0483
 ME0483                         *CURRENT SURVEY CONTROL
 ME0483  ______________________________________________________________________
 ME0483* NAD 83(1986) POSITION- 41 29 29.     (N) 086 50 07.     (W)   SCALED
 ME0483* NAVD 88 ORTHO HEIGHT -   233.112 (meters)      764.80  (feet) ADJUSTED
 ME0483  ______________________________________________________________________
 ME0483  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0483  DYNAMIC HEIGHT  -        233.018 (meters)      764.49  (feet) COMP
 ME0483  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 ME0483
 ME0483  VERT ORDER      -  SECOND    CLASS 0
 ME0483
 ME0483.The horizontal coordinates were scaled from a map and have
 ME0483.an estimated accuracy of +/- 6 seconds.
 ME0483
 ME0483.The orthometric height was determined by differential leveling and
 ME0483.adjusted by the NATIONAL GEODETIC SURVEY
 ME0483.in June 1991.
 ME0483
 ME0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0483.GEOID18 height accuracy estimate available here.
 ME0483
 ME0483.Click photographs - Photos may exist for this station.
 ME0483
 ME0483.The dynamic height is computed by dividing the NAVD 88
 ME0483.geopotential number by the normal gravity value computed on the
 ME0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0483.degrees latitude (g = 980.6199 gals.).
 ME0483
 ME0483.The modeled gravity was interpolated from observed gravity values.
 ME0483
 ME0483;                    North         East    Units  Estimated Accuracy
 ME0483;SPC IN W     -   693,160.      920,710.      MT  (+/- 180 meters Scaled)
 ME0483
 ME0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL137933(NAD 83)
 ME0483
 ME0483                          SUPERSEDED SURVEY CONTROL
 ME0483
 ME0483  NGVD 29 (??/??/92)  233.205  (m)          765.11   (f) ADJ UNCH    2 0
 ME0483
 ME0483.Superseded values are not recommended for survey control.
 ME0483
 ME0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0483.See file dsdata.pdf to determine how the superseded data were derived.
 ME0483
 ME0483_MARKER: DB = BENCH MARK DISK
 ME0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0483_STAMPING: J 153 1946
 ME0483_MARK LOGO: CGS
 ME0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0483+STABILITY: SURFACE MOTION
 ME0483
 ME0483  HISTORY     - Date     Condition        Report By
 ME0483  HISTORY     - 1946     MONUMENTED       CGS
 ME0483  HISTORY     - 1989     GOOD             USPSQD
 ME0483  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0483
 ME0483                          STATION DESCRIPTION
 ME0483
 ME0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0483'3 MI W FROM UNION MILLS.
 ME0483'ABOUT 3.0 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 ME0483'UNION MILLS, LA PORTE COUNTY, IN THE SOUTHWEST QUARTER OF A
 ME0483'CROSSROADS, ABOUT 125 FEET SOUTHEAST ACROSS THE ROAD FROM THE
 ME0483'SOUTHEAST CORNER OF THE LINDER SCHLUNDT FARMHOUSE, 26 FEET WEST
 ME0483'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 19 FEET SOUTH
 ME0483'OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 5.0 FEET WEST OF A
 ME0483'FENCE CORNER, 1.5 FEET NORTH OF THE FENCE, 2.5 FEET EAST OF A
 ME0483'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 ME0483'CROSSROADS.  A BRONZE DISK, STAMPED J 153 1946 AND SET IN THE TOP
 ME0483'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0483
 ME0483                          STATION RECOVERY (1989)
 ME0483
 ME0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0483'RECOVERED IN GOOD CONDITION.
 ME0483
 ME0483                          STATION RECOVERY (2014)
 ME0483
 ME0483'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0483'CONCRETE POST IS LAYING ON THE GROUND, DISK IS MISSING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0797 ***********************************************************************
 ME0797  DESIGNATION -  J 154
 ME0797  PID         -  ME0797
 ME0797  STATE/COUNTY-  IN/LA PORTE
 ME0797  COUNTRY     -  US
 ME0797  USGS QUAD   -  STILLWELL (2019)
 ME0797
 ME0797                         *CURRENT SURVEY CONTROL
 ME0797  ______________________________________________________________________
 ME0797* NAD 83(1986) POSITION- 41 32 25.     (N) 086 36 38.     (W)   SCALED
 ME0797* NAVD 88 ORTHO HEIGHT -   223.318 (meters)      732.67  (feet) ADJUSTED
 ME0797  ______________________________________________________________________
 ME0797  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME0797  DYNAMIC HEIGHT  -        223.230 (meters)      732.38  (feet) COMP
 ME0797  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 ME0797
 ME0797  VERT ORDER      -  SECOND    CLASS 0
 ME0797
 ME0797.The horizontal coordinates were scaled from a map and have
 ME0797.an estimated accuracy of +/- 6 seconds.
 ME0797
 ME0797.The orthometric height was determined by differential leveling and
 ME0797.adjusted by the NATIONAL GEODETIC SURVEY
 ME0797.in June 1991.
 ME0797
 ME0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0797.GEOID18 height accuracy estimate available here.
 ME0797
 ME0797.Click photographs - Photos may exist for this station.
 ME0797
 ME0797.The dynamic height is computed by dividing the NAVD 88
 ME0797.geopotential number by the normal gravity value computed on the
 ME0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0797.degrees latitude (g = 980.6199 gals.).
 ME0797
 ME0797.The modeled gravity was interpolated from observed gravity values.
 ME0797
 ME0797;                    North         East    Units  Estimated Accuracy
 ME0797;SPC IN W     -   698,670.      939,450.      MT  (+/- 180 meters Scaled)
 ME0797
 ME0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL324988(NAD 83)
 ME0797
 ME0797                          SUPERSEDED SURVEY CONTROL
 ME0797
 ME0797  NGVD 29 (??/??/92)  223.425  (m)          733.02   (f) ADJ UNCH    2 0
 ME0797
 ME0797.Superseded values are not recommended for survey control.
 ME0797
 ME0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0797.See file dsdata.pdf to determine how the superseded data were derived.
 ME0797
 ME0797_MARKER: DB = BENCH MARK DISK
 ME0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0797_STAMPING: J 154 1946
 ME0797_MARK LOGO: CGS
 ME0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0797+STABILITY: SURFACE MOTION
 ME0797
 ME0797  HISTORY     - Date     Condition        Report By
 ME0797  HISTORY     - 1946     MONUMENTED       CGS
 ME0797
 ME0797                          STATION DESCRIPTION
 ME0797
 ME0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0797'1 MI SW FROM STILLWELL.
 ME0797'ABOUT 1.0 MILE SOUTHWEST ALONG COUNTY ROADS LEADING TO GATE 2A
 ME0797'OF THE KINGSBURY ORDNANCE PLANT FROM THE GRAND TRUNK WESTERN
 ME0797'RAILROAD STATION AT STILLWELL, ABOUT 0.65 MILE NORTH OF GATE 2A,
 ME0797'AT JOHN HERTGES FARM, 23 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ME0797'60 FEET NORTH OF THE DRIVEWAY, 75 FEET WEST OF THE SOUTHWEST
 ME0797'CORNER OF THE FARM HOUSE, 107 FEET SOUTH OF A FENCE CORNER,
 ME0797'1 1/2 FEET WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 ME0797'WITNESS POST, AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.  A BRONZE
 ME0797'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0049 ***********************************************************************
 ME0049  DESIGNATION -  J 155
 ME0049  PID         -  ME0049
 ME0049  STATE/COUNTY-  IN/ST JOSEPH
 ME0049  COUNTRY     -  US
 ME0049  USGS QUAD   -  LYDICK (2019)
 ME0049
 ME0049                         *CURRENT SURVEY CONTROL
 ME0049  ______________________________________________________________________
 ME0049* NAD 83(1986) POSITION- 41 40 18.44   (N) 086 28 01.46   (W)   HD_HELD1
 ME0049* NAVD 88 ORTHO HEIGHT -   222.293 (meters)      729.31  (feet) ADJUSTED
 ME0049  ______________________________________________________________________
 ME0049  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 ME0049  DYNAMIC HEIGHT  -        222.207 (meters)      729.02  (feet) COMP
 ME0049  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 ME0049
 ME0049  VERT ORDER      -  SECOND    CLASS 0
 ME0049
 ME0049.The horizontal coordinates were determined by differentially corrected
 ME0049.hand held GPS observations or other comparable positioning techniques
 ME0049.and have an estimated accuracy of +/- 3 meters.
 ME0049
 ME0049.The orthometric height was determined by differential leveling and
 ME0049.adjusted by the NATIONAL GEODETIC SURVEY
 ME0049.in June 1991.
 ME0049
 ME0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0049.GEOID18 height accuracy estimate available here.
 ME0049
 ME0049.Click photographs - Photos may exist for this station.
 ME0049
 ME0049.The dynamic height is computed by dividing the NAVD 88
 ME0049.geopotential number by the normal gravity value computed on the
 ME0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0049.degrees latitude (g = 980.6199 gals.).
 ME0049
 ME0049.The modeled gravity was interpolated from observed gravity values.
 ME0049
 ME0049;                    North         East    Units  Estimated Accuracy
 ME0049;SPC IN E     -   713,474.4      33,348.1     MT  (+/- 3 meters HH1 GPS) 
 ME0049
 ME0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4436113473(NAD 83)
 ME0049
 ME0049                          SUPERSEDED SURVEY CONTROL
 ME0049
 ME0049  NGVD 29 (??/??/92)  222.397  (m)          729.65   (f) ADJ UNCH    2 0
 ME0049
 ME0049.Superseded values are not recommended for survey control.
 ME0049
 ME0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0049.See file dsdata.pdf to determine how the superseded data were derived.
 ME0049
 ME0049_MARKER: DB = BENCH MARK DISK
 ME0049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0049_SP_SET: CULVERT HEADWALL
 ME0049_STAMPING: J 155 1946
 ME0049_MARK LOGO: CGS
 ME0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0049+STABILITY: SURFACE MOTION
 ME0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0049+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0049
 ME0049  HISTORY     - Date     Condition        Report By
 ME0049  HISTORY     - 1946     MONUMENTED       CGS
 ME0049  HISTORY     - 1984     GOOD             USPSQD
 ME0049  HISTORY     - 20150908 GOOD             LFA
 ME0049  HISTORY     - 20171019 GOOD             LFA
 ME0049
 ME0049                          STATION DESCRIPTION
 ME0049
 ME0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0049'4.4 MI SE FROM NEW CARLISLE.
 ME0049'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH
 ME0049'U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 2.1 MILES EAST ALONG
 ME0049'STATE HIGHWAY 2, 0.25 MILE WEST OF A CROSS ROAD, SET IN THE
 ME0049'TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 15-FOOT CONCRETE
 ME0049'CULVERT OVER A DITCH, 32 FEET SOUTH OF THE CENTER LINE OF THE
 ME0049'EAST BOUND LANE OF THE HIGHWAY AND ABOUT 1.5 FEET BELOW HIGHWAY
 ME0049'LEVEL.
 ME0049
 ME0049                          STATION RECOVERY (1984)
 ME0049
 ME0049'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0049'RECOVERED IN GOOD CONDITION.
 ME0049
 ME0049                          STATION RECOVERY (2015)
 ME0049
 ME0049'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME0049'RECOVERED IN GOOD CONDITION.
 ME0049
 ME0049                          STATION RECOVERY (2017)
 ME0049
 ME0049'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1416 ***********************************************************************
 ME1416  DESIGNATION -  J 157
 ME1416  PID         -  ME1416
 ME1416  STATE/COUNTY-  IN/JASPER
 ME1416  COUNTRY     -  US
 ME1416  USGS QUAD   -  PARR (2019)
 ME1416
 ME1416                         *CURRENT SURVEY CONTROL
 ME1416  ______________________________________________________________________
 ME1416* NAD 83(1986) POSITION- 41 01 38.     (N) 087 14 05.     (W)   SCALED
 ME1416* NAVD 88 ORTHO HEIGHT -   208.072 (meters)      682.65  (feet) ADJUSTED
 ME1416  ______________________________________________________________________
 ME1416  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 ME1416  DYNAMIC HEIGHT  -        207.982 (meters)      682.35  (feet) COMP
 ME1416  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 ME1416
 ME1416  VERT ORDER      -  SECOND    CLASS 0
 ME1416
 ME1416.The horizontal coordinates were scaled from a map and have
 ME1416.an estimated accuracy of +/- 6 seconds.
 ME1416
 ME1416.The orthometric height was determined by differential leveling and
 ME1416.adjusted by the NATIONAL GEODETIC SURVEY
 ME1416.in June 1991.
 ME1416
 ME1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1416.GEOID18 height accuracy estimate available here.
 ME1416
 ME1416.Click photographs - Photos may exist for this station.
 ME1416
 ME1416.The dynamic height is computed by dividing the NAVD 88
 ME1416.geopotential number by the normal gravity value computed on the
 ME1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1416.degrees latitude (g = 980.6199 gals.).
 ME1416
 ME1416.The modeled gravity was interpolated from observed gravity values.
 ME1416
 ME1416;                    North         East    Units  Estimated Accuracy
 ME1416;SPC IN W     -   641,590.      887,270.      MT  (+/- 180 meters Scaled)
 ME1416
 ME1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL802418(NAD 83)
 ME1416
 ME1416                          SUPERSEDED SURVEY CONTROL
 ME1416
 ME1416  NGVD 29 (??/??/92)  208.16   (m)          682.9    (f) COMPUTED    2 0
 ME1416
 ME1416.Superseded values are not recommended for survey control.
 ME1416
 ME1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1416.See file dsdata.pdf to determine how the superseded data were derived.
 ME1416
 ME1416_MARKER: DB = BENCH MARK DISK
 ME1416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1416_SP_SET: CULVERT HEADWALL
 ME1416_STAMPING: J 157 1946
 ME1416_MARK LOGO: CGS
 ME1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1416+STABILITY: SURFACE MOTION
 ME1416
 ME1416  HISTORY     - Date     Condition        Report By
 ME1416  HISTORY     - 1946     MONUMENTED       CGS
 ME1416  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1416  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1416
 ME1416                          STATION DESCRIPTION
 ME1416
 ME1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1416'0.8 MI W FROM PARR.
 ME1416'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1416'AT PARR, 0.2 MILE EAST OF A RIGHT-ANGLE TURN, IN THE TOP OF THE
 ME1416'WEST END OF THE NORTH CONCRETE HEADWALL OF A 5-FOOT PIPE CULVERT,
 ME1416'13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 ME1416'FOOT ABOVE HIGHWAY LEVEL.
 ME1416
 ME1416                          STATION RECOVERY (2008)
 ME1416
 ME1416'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1416'CULVERT REPLACED
 ME1416
 ME1416                          STATION RECOVERY (2012)
 ME1416
 ME1416'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1417 ***********************************************************************
 ME1417  DESIGNATION -  J 157 RESET
 ME1417  PID         -  ME1417
 ME1417  STATE/COUNTY-  IN/JASPER
 ME1417  COUNTRY     -  US
 ME1417  USGS QUAD   -  PARR (2019)
 ME1417
 ME1417                         *CURRENT SURVEY CONTROL
 ME1417  ______________________________________________________________________
 ME1417* NAD 83(1986) POSITION- 41 01 38.     (N) 087 14 05.     (W)   SCALED
 ME1417* NAVD 88 ORTHO HEIGHT -   208.58  (meters)      684.3   (feet) RESET
 ME1417  ______________________________________________________________________
 ME1417  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 ME1417  VERT ORDER      -  THIRD
 ME1417
 ME1417.The horizontal coordinates were scaled from a map and have
 ME1417.an estimated accuracy of +/- 6 seconds.
 ME1417
 ME1417.The orthometric height was computed from unverified reset data.
 ME1417
 ME1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1417.GEOID18 height accuracy estimate available here.
 ME1417
 ME1417.Click photographs - Photos may exist for this station.
 ME1417
 ME1417;                    North         East    Units  Estimated Accuracy
 ME1417;SPC IN W     -   641,590.      887,270.      MT  (+/- 180 meters Scaled)
 ME1417
 ME1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL802418(NAD 83)
 ME1417
 ME1417                          SUPERSEDED SURVEY CONTROL
 ME1417
 ME1417  NGVD 29 (??/??/??)  208.66   (m)          684.6    (f) RESET       3  
 ME1417
 ME1417.Superseded values are not recommended for survey control.
 ME1417
 ME1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1417.See file dsdata.pdf to determine how the superseded data were derived.
 ME1417
 ME1417_MARKER: DB = BENCH MARK DISK
 ME1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1417_STAMPING: J 157 RESET 1957
 ME1417_MARK LOGO: CGS
 ME1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1417+STABILITY: SURFACE MOTION
 ME1417
 ME1417  HISTORY     - Date     Condition        Report By
 ME1417  HISTORY     - 1957     MONUMENTED       INHD
 ME1417  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1417
 ME1417                          STATION DESCRIPTION
 ME1417
 ME1417'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1957
 ME1417'0.8 MI W FROM PARR.
 ME1417'0.8 MILE WEST ALONG STATE HIGHWAY 14 FROM THE CROSSROADS AT
 ME1417'PARR, 0.2 MILE EAST OF A RIGHT ANGLE TURN, 40 FEET NORTH OF THE
 ME1417'CENTERLINE OF THE HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF A
 ME1417'DITCH ON NORTH SIDE OF ROAD AND SET IN THE TOP OF A CONCRETE
 ME1417'POST.
 ME1417
 ME1417                          STATION RECOVERY (2008)
 ME1417
 ME1417'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1417'OWNER OF PROPERTY ADJACENT TO MARK REPORTS IT AS DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1222 ***********************************************************************
 MD1222  DESIGNATION -  J 158
 MD1222  PID         -  MD1222
 MD1222  STATE/COUNTY-  IN/KOSCIUSKO
 MD1222  COUNTRY     -  US
 MD1222  USGS QUAD   -  LEESBURG (2019)
 MD1222
 MD1222                         *CURRENT SURVEY CONTROL
 MD1222  ______________________________________________________________________
 MD1222* NAD 83(1986) POSITION- 41 19 03.     (N) 085 46 18.     (W)   SCALED
 MD1222* NAVD 88 ORTHO HEIGHT -   257.805 (meters)      845.82  (feet) ADJUSTED
 MD1222  ______________________________________________________________________
 MD1222  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 MD1222  DYNAMIC HEIGHT  -        257.698 (meters)      845.46  (feet) COMP
 MD1222  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MD1222
 MD1222  VERT ORDER      -  SECOND    CLASS 0
 MD1222
 MD1222.The horizontal coordinates were scaled from a map and have
 MD1222.an estimated accuracy of +/- 6 seconds.
 MD1222
 MD1222.The orthometric height was determined by differential leveling and
 MD1222.adjusted by the NATIONAL GEODETIC SURVEY
 MD1222.in June 1991.
 MD1222
 MD1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1222.GEOID18 height accuracy estimate available here.
 MD1222
 MD1222.Click photographs - Photos may exist for this station.
 MD1222
 MD1222.The dynamic height is computed by dividing the NAVD 88
 MD1222.geopotential number by the normal gravity value computed on the
 MD1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1222.degrees latitude (g = 980.6199 gals.).
 MD1222
 MD1222.The modeled gravity was interpolated from observed gravity values.
 MD1222
 MD1222;                    North         East    Units  Estimated Accuracy
 MD1222;SPC IN E     -   673,820.       91,210.      MT  (+/- 180 meters Scaled)
 MD1222
 MD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL028747(NAD 83)
 MD1222
 MD1222                          SUPERSEDED SURVEY CONTROL
 MD1222
 MD1222  NGVD 29 (??/??/92)  257.934  (m)          846.24   (f) ADJ UNCH    2 0
 MD1222
 MD1222.Superseded values are not recommended for survey control.
 MD1222
 MD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1222.See file dsdata.pdf to determine how the superseded data were derived.
 MD1222
 MD1222_MARKER: DB = BENCH MARK DISK
 MD1222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1222_SP_SET: CULVERT HEADWALL
 MD1222_STAMPING: J 158 1946
 MD1222_MARK LOGO: CGS
 MD1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1222+STABILITY: SURFACE MOTION
 MD1222
 MD1222  HISTORY     - Date     Condition        Report By
 MD1222  HISTORY     - 1946     MONUMENTED       CGS
 MD1222  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1222  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1222
 MD1222                          STATION DESCRIPTION
 MD1222
 MD1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1222'1 MI E FROM OSWEGO.
 MD1222'1.05 MILE EAST ALONG A PAVED ROAD FROM THE TIPPECANOE RIVER
 MD1222'BRIDGE AT OSWEGO, AT THE CENTER OF AN S CURVE, ABOUT 100 YARDS
 MD1222'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING EAST, 32 FEET EAST
 MD1222'AND ACROSS THE ROAD FROM POWER POLE NO. 610-198, SET IN THE TOP
 MD1222'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 20 INCH
 MD1222'PIPE CULVERT, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 MD1222'SET IN A DRILL HOLE ABOUT LEVEL WITH THE ROAD.
 MD1222
 MD1222                          STATION RECOVERY (1990)
 MD1222
 MD1222'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1222'MARK NOT FOUND.
 MD1222
 MD1222                          STATION RECOVERY (1997)
 MD1222
 MD1222'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1142 ***********************************************************************
 MD1142  DESIGNATION -  J 159
 MD1142  PID         -  MD1142
 MD1142  STATE/COUNTY-  IN/KOSCIUSKO
 MD1142  COUNTRY     -  US
 MD1142  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1142
 MD1142                         *CURRENT SURVEY CONTROL
 MD1142  ______________________________________________________________________
 MD1142* NAD 83(1986) POSITION- 41 25 03.     (N) 085 41 42.     (W)   SCALED
 MD1142* NAVD 88 ORTHO HEIGHT -   266.239 (meters)      873.49  (feet) ADJUSTED
 MD1142  ______________________________________________________________________
 MD1142  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 MD1142  DYNAMIC HEIGHT  -        266.129 (meters)      873.12  (feet) COMP
 MD1142  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 MD1142
 MD1142  VERT ORDER      -  SECOND    CLASS 0
 MD1142
 MD1142.The horizontal coordinates were scaled from a map and have
 MD1142.an estimated accuracy of +/- 6 seconds.
 MD1142
 MD1142.The orthometric height was determined by differential leveling and
 MD1142.adjusted by the NATIONAL GEODETIC SURVEY
 MD1142.in June 1991.
 MD1142
 MD1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1142.GEOID18 height accuracy estimate available here.
 MD1142
 MD1142.Click photographs - Photos may exist for this station.
 MD1142
 MD1142.The dynamic height is computed by dividing the NAVD 88
 MD1142.geopotential number by the normal gravity value computed on the
 MD1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1142.degrees latitude (g = 980.6199 gals.).
 MD1142
 MD1142.The modeled gravity was interpolated from observed gravity values.
 MD1142
 MD1142;                    North         East    Units  Estimated Accuracy
 MD1142;SPC IN E     -   684,920.       97,630.      MT  (+/- 180 meters Scaled)
 MD1142
 MD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090859(NAD 83)
 MD1142
 MD1142                          SUPERSEDED SURVEY CONTROL
 MD1142
 MD1142  NGVD 29 (??/??/92)  266.364  (m)          873.90   (f) ADJ UNCH    2 0
 MD1142
 MD1142.Superseded values are not recommended for survey control.
 MD1142
 MD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1142.See file dsdata.pdf to determine how the superseded data were derived.
 MD1142
 MD1142_MARKER: DB = BENCH MARK DISK
 MD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1142_STAMPING: J 159 1946
 MD1142_MARK LOGO: CGS
 MD1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1142+STABILITY: SURFACE MOTION
 MD1142
 MD1142  HISTORY     - Date     Condition        Report By
 MD1142  HISTORY     - 1946     MONUMENTED       CGS
 MD1142
 MD1142                          STATION DESCRIPTION
 MD1142
 MD1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1142'0.4 MI E FROM WAWASEE.
 MD1142'0.45 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD1142'STATION AT WAWASEE, AT THE SOUTHWEST CORNER OF THE SPINK WAWASEE
 MD1142'AIRPORT, ABOUT 0.3 MILE SOUTH OF THE ENTRANCE TO A FIELD, 142
 MD1142'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 52 FEET EAST
 MD1142'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 28 FEET EAST OF THE
 MD1142'WEST END OF A WIRE FENCE, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 MD1142'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 MD1142'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1240 ***********************************************************************
 LB1240  DESIGNATION -  J 16
 LB1240  PID         -  LB1240
 LB1240  STATE/COUNTY-  IN/BENTON
 LB1240  COUNTRY     -  US
 LB1240  USGS QUAD   -  EARL PARK (2019)
 LB1240
 LB1240                         *CURRENT SURVEY CONTROL
 LB1240  ______________________________________________________________________
 LB1240* NAD 83(1986) POSITION- 40 38 59.     (N) 087 27 12.     (W)   SCALED
 LB1240* NAVD 88 ORTHO HEIGHT -   222.823 (meters)      731.05  (feet) ADJUSTED
 LB1240  ______________________________________________________________________
 LB1240  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 LB1240  DYNAMIC HEIGHT  -        222.717 (meters)      730.70  (feet) COMP
 LB1240  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 LB1240
 LB1240  VERT ORDER      -  FIRST     CLASS II
 LB1240
 LB1240.The horizontal coordinates were scaled from a map and have
 LB1240.an estimated accuracy of +/- 6 seconds.
 LB1240
 LB1240.The orthometric height was determined by differential leveling and
 LB1240.adjusted by the NATIONAL GEODETIC SURVEY
 LB1240.in June 1991.
 LB1240
 LB1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1240.GEOID18 height accuracy estimate available here.
 LB1240
 LB1240.Click photographs - Photos may exist for this station.
 LB1240
 LB1240.The dynamic height is computed by dividing the NAVD 88
 LB1240.geopotential number by the normal gravity value computed on the
 LB1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1240.degrees latitude (g = 980.6199 gals.).
 LB1240
 LB1240.The modeled gravity was interpolated from observed gravity values.
 LB1240
 LB1240;                    North         East    Units  Estimated Accuracy
 LB1240;SPC IN W     -   599,730.      868,710.      MT  (+/- 180 meters Scaled)
 LB1240
 LB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK616999(NAD 83)
 LB1240
 LB1240                          SUPERSEDED SURVEY CONTROL
 LB1240
 LB1240  NGVD 29 (??/??/92)  222.872  (m)          731.21   (f) ADJ UNCH    1 2
 LB1240
 LB1240.Superseded values are not recommended for survey control.
 LB1240
 LB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1240.See file dsdata.pdf to determine how the superseded data were derived.
 LB1240
 LB1240_MARKER: DB = BENCH MARK DISK
 LB1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1240_STAMPING: J 16 1934
 LB1240_MARK LOGO: CGS
 LB1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1240+STABILITY: SURFACE MOTION
 LB1240
 LB1240  HISTORY     - Date     Condition        Report By
 LB1240  HISTORY     - 1934     MONUMENTED       CGS
 LB1240  HISTORY     - 1946     GOOD             CGS
 LB1240
 LB1240                          STATION DESCRIPTION
 LB1240
 LB1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1240'1.9 MI N FROM FREE.
 LB1240'1.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1240'STATION AT FREE, BENTON COUNTY, AT AN EAST-WEST GRAVEL-ROAD
 LB1240'CROSSING, 130 FEET EAST OF THE EAST RAIL OF THE TRACK, 56 FEET
 LB1240'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE
 LB1240'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 5
 LB1240'FEET LOWER THAN THE CROSSING.  A STANDARD DISK, STAMPED J 16 1934
 LB1240'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1344 ***********************************************************************
 MD1344  DESIGNATION -  J 160
 MD1344  PID         -  MD1344
 MD1344  STATE/COUNTY-  IN/ELKHART
 MD1344  COUNTRY     -  US
 MD1344  USGS QUAD   -  GOSHEN (2019)
 MD1344
 MD1344                         *CURRENT SURVEY CONTROL
 MD1344  ______________________________________________________________________
 MD1344* NAD 83(2011) POSITION- 41 31 47.29418(N) 085 49 30.65634(W)   ADJUSTED
 MD1344* NAD 83(2011) ELLIP HT-   213.389 (meters)        (06/27/12)   ADJUSTED
 MD1344* NAD 83(2011) EPOCH   -  2010.00
 MD1344* NAVD 88 ORTHO HEIGHT -   246.949 (meters)      810.20  (feet) ADJUSTED
 MD1344  ______________________________________________________________________
 MD1344  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 MD1344  NAD 83(2011) X  -    348,124.821 (meters)                     COMP
 MD1344  NAD 83(2011) Y  - -4,769,255.252 (meters)                     COMP
 MD1344  NAD 83(2011) Z  -  4,206,792.316 (meters)                     COMP
 MD1344  LAPLACE CORR    -          2.31  (seconds)                    DEFLEC18
 MD1344  DYNAMIC HEIGHT  -        246.852 (meters)      809.88  (feet) COMP
 MD1344  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 MD1344
 MD1344  VERT ORDER      -  FIRST     CLASS II
 MD1344
 MD1344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1344  Standards:
 MD1344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1344  -------------------------------------------------------------------
 MD1344  NETWORK    0.40   1.06           0.18   0.14   0.54      0.05508433
 MD1344  -------------------------------------------------------------------
 MD1344  Click here for local accuracies and other accuracy information.
 MD1344
 MD1344.The horizontal coordinates were established by GPS observations
 MD1344.and adjusted by the National Geodetic Survey in June 2012.
 MD1344
 MD1344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1344.been affixed to the stable North American tectonic plate. See 
 MD1344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1344
 MD1344.The horizontal coordinates are valid at the epoch date displayed above
 MD1344.which is a decimal equivalence of Year/Month/Day.
 MD1344
 MD1344.The orthometric height was determined by differential leveling and
 MD1344.adjusted by the NATIONAL GEODETIC SURVEY
 MD1344.in June 1991.
 MD1344
 MD1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1344.GEOID18 height accuracy estimate available here.
 MD1344
 MD1344.Click photographs - Photos may exist for this station.
 MD1344
 MD1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1344
 MD1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1344
 MD1344.The ellipsoidal height was determined by GPS observations
 MD1344.and is referenced to NAD 83.
 MD1344
 MD1344.The dynamic height is computed by dividing the NAVD 88
 MD1344.geopotential number by the normal gravity value computed on the
 MD1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1344.degrees latitude (g = 980.6199 gals.).
 MD1344
 MD1344.The modeled gravity was interpolated from observed gravity values.
 MD1344
 MD1344. The following values were computed from the NAD 83(2011) position.
 MD1344
 MD1344;                    North         East     Units Scale Factor Converg.
 MD1344;SPC IN E     -   697,407.881    86,771.059   MT  0.99996882   -0 06 18.4
 MD1344;SPC IN E     - 2,288,079.02    284,681.38   sFT  0.99996882   -0 06 18.4
 MD1344;UTM  16      - 4,598,239.290   598,009.413   MT  0.99971821   +0 46 44.3
 MD1344
 MD1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1344!SPC IN E     -   0.99996653  x   0.99996882  =   0.99993535
 MD1344!UTM  16      -   0.99996653  x   0.99971821  =   0.99968475
 MD1344
 MD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9800998239(NAD 83)
 MD1344
 MD1344                          SUPERSEDED SURVEY CONTROL
 MD1344
 MD1344  NAD 83(2007)-  41 31 47.29471(N)    085 49 30.65760(W) AD(2002.00) 0
 MD1344  ELLIP H (02/10/07)  213.411  (m)                       GP(2002.00)    
 MD1344  NAD 83(1997)-  41 31 47.29423(N)    085 49 30.65692(W) AD(       ) 1
 MD1344  ELLIP H (02/05/07)  213.403  (m)                       GP(       ) 3 1
 MD1344  NAD 83(1997)-  41 31 47.29473(N)    085 49 30.65764(W) AD(       ) 1
 MD1344  ELLIP H (11/27/02)  213.414  (m)                       GP(       ) 4 1
 MD1344  NAD 83(1997)-  41 31 47.29463(N)    085 49 30.65771(W) AD(       ) 1
 MD1344  ELLIP H (03/18/02)  213.416  (m)                       GP(       ) 4 1
 MD1344  NAVD 88             246.95   (m)          810.2    (f) LEVELING    3  
 MD1344  NGVD 29 (??/??/92)  247.073  (m)          810.61   (f) ADJ UNCH    1 2
 MD1344
 MD1344.Superseded values are not recommended for survey control.
 MD1344
 MD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1344.See file dsdata.pdf to determine how the superseded data were derived.
 MD1344
 MD1344_MARKER: DB = BENCH MARK DISK
 MD1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1344_STAMPING: J 160 1946
 MD1344_MARK LOGO: CGS
 MD1344_PROJECTION: PROJECTING 13 CENTIMETERS
 MD1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1344+STABILITY: SURFACE MOTION
 MD1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1344+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2022
 MD1344
 MD1344  HISTORY     - Date     Condition        Report By
 MD1344  HISTORY     - 1946     MONUMENTED       CGS
 MD1344  HISTORY     - 1955     GOOD             CGS
 MD1344  HISTORY     - 19870730 GOOD             NGS
 MD1344  HISTORY     - 19930108 GOOD             NGS
 MD1344  HISTORY     - 20010529 GOOD             WOOLPT
 MD1344  HISTORY     - 20061109 GOOD             WOOLPT
 MD1344  HISTORY     - 20100309 GOOD             AEROME
 MD1344  HISTORY     - 20110319 GOOD             INDIV
 MD1344  HISTORY     - 20110706 GOOD             INDIV
 MD1344  HISTORY     - 20180219 GOOD             INDOT
 MD1344  HISTORY     - 20221114 GOOD             IN-039
 MD1344
 MD1344                          STATION DESCRIPTION
 MD1344
 MD1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1344'2.1 MI N FROM NEW PARIS.
 MD1344'ABOUT 2.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1344'THE STATION AT NEW PARIS, AT A PAVED ROAD CROSSING, 78 FEET
 MD1344'NORTH OF AND ACROSS THE ROAD FROM POLE NO. 59/14, 39 FEET NORTH
 MD1344'OF THE CENTER LINE OF THE PAVED ROAD, 28 FEET EAST OF THE EAST
 MD1344'RAIL OF THE TRACK, 21.5 FEET NORTH OF THE FENCE CORNER, 1.5
 MD1344'FEET WEST OF THE FENCE LINE, AND 2 FEET NORTH OF A WHITE WOODEN
 MD1344'WITNESS POST.  SET ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 MD1344'OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE PAVED ROAD IN
 MD1344'THE DESCRIPTION IS COUNTY ROAD 42, DELETE THE REFERENCE TO POLE
 MD1344'59/14.
 MD1344
 MD1344                          STATION RECOVERY (1955)
 MD1344
 MD1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MD1344'RECOVERED IN GOOD CONDITION.
 MD1344
 MD1344                          STATION RECOVERY (1987)
 MD1344
 MD1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MD1344'FROM THE JUNCTION OF STATE ROUTES 119 WEST AND 15 IN GOSHEN, GO SOUTH
 MD1344'ON STATE ROUTE 15 FOR 3.35 MILES (5.39 KM) TO A SIDE ROAD LEFT,
 MD1344'COUNTY ROAD 42 LEADING TO GOSHEN MUNICIPAL AIRPORT.  TURN LEFT GOING
 MD1344'0.1 MILE (0.2 KM) TO A RAILROAD CROSSING AND THE MARK IN THE
 MD1344'NORTHEAST QUADRANT OF THE INTERSECTION OF COUNTY ROAD 42 AND THE
 MD1344'RAILROAD TRACKS, 39.0 FEET (11.9 M) NORTH OF THE CENTER OF COUNTY
 MD1344'ROAD 42, 28.0 FEET (8.5 M) EAST FROM THE EAST RAIL, 21.5 FEET (6.6 M)
 MD1344'NORTH FROM A CONCRETE FENCE CORNER POST, 3.0 FEET (0.9 M)
 MD1344'NORTH-NORTHWEST FROM A WITNESS POST AND 1.0 FOOT (0.3 M) WEST FROM A
 MD1344'NORTH-SOUTH FENCE LINE.
 MD1344
 MD1344                          STATION RECOVERY (1993)
 MD1344
 MD1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1344'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN NEW
 MD1344'PARIS, THENCE 0.2 KM (0.10 MI) WEST ALONG COUNTY ROAD 46, THENCE 3.4
 MD1344'KM (2.10 MI) NORTHERLY ALONG THE CONRAIL RAILROAD AT THE JUNCTION OF
 MD1344'COUNTY ROAD 42, 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF COUNTY
 MD1344'ROAD 42, 8.7 M (28.5 FT) EAST OF AND LEVEL WITH THE NEAR RAIL, 8.4 M
 MD1344'(27.6 FT) NORTHEAST OF A CROSSING SIGNAL LIGHT POLE, 0.9 M (3.0 FT)
 MD1344'NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT) WEST OF A FENCE, AND THE
 MD1344'MONUMENT PROJECTS 6 CM ABOVE THE GROUND SURFACE.
 MD1344
 MD1344                          STATION RECOVERY (2001)
 MD1344
 MD1344'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 MD1344'RECOVERED AS DESCRIBED.
 MD1344
 MD1344                          STATION RECOVERY (2006)
 MD1344
 MD1344'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 MD1344'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MD1344
 MD1344                          STATION RECOVERY (2010)
 MD1344
 MD1344'RECOVERY NOTE BY AERO METRIC INC 2010
 MD1344'RECOVERED IN GOOD CONDITION.
 MD1344
 MD1344                          STATION RECOVERY (2011)
 MD1344
 MD1344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (NW)
 MD1344'MONUMENT WAS GPS OBSERVED FOR NSPS SURVEYING AMERICA
 MD1344
 MD1344                          STATION RECOVERY (2011)
 MD1344
 MD1344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 MD1344'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 MD1344
 MD1344                          STATION RECOVERY (2018)
 MD1344
 MD1344'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1344'RECOVERED AS DESCRIBED.
 MD1344
 MD1344                          STATION RECOVERY (2022)
 MD1344
 MD1344'RECOVERY NOTE BY ELKHART COUNTY INDIANA 2022 (IH)
 MD1344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1170 ***********************************************************************
 MD1170  DESIGNATION -  J 161
 MD1170  PID         -  MD1170
 MD1170  STATE/COUNTY-  IN/NOBLE
 MD1170  COUNTRY     -  US
 MD1170  USGS QUAD   -  LIGONIER (2019)
 MD1170
 MD1170                         *CURRENT SURVEY CONTROL
 MD1170  ______________________________________________________________________
 MD1170* NAD 83(1986) POSITION- 41 24 26.     (N) 085 33 13.     (W)   SCALED
 MD1170* NAVD 88 ORTHO HEIGHT -   283.090 (meters)      928.77  (feet) ADJUSTED
 MD1170  ______________________________________________________________________
 MD1170  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 MD1170  DYNAMIC HEIGHT  -        282.972 (meters)      928.38  (feet) COMP
 MD1170  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 MD1170
 MD1170  VERT ORDER      -  SECOND    CLASS 0
 MD1170
 MD1170.The horizontal coordinates were scaled from a map and have
 MD1170.an estimated accuracy of +/- 6 seconds.
 MD1170
 MD1170.The orthometric height was determined by differential leveling and
 MD1170.adjusted by the NATIONAL GEODETIC SURVEY
 MD1170.in June 1991.
 MD1170
 MD1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1170.GEOID18 height accuracy estimate available here.
 MD1170
 MD1170.Click photographs - Photos may exist for this station.
 MD1170
 MD1170.The dynamic height is computed by dividing the NAVD 88
 MD1170.geopotential number by the normal gravity value computed on the
 MD1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1170.degrees latitude (g = 980.6199 gals.).
 MD1170
 MD1170.The modeled gravity was interpolated from observed gravity values.
 MD1170
 MD1170;                    North         East    Units  Estimated Accuracy
 MD1170;SPC IN E     -   683,790.      109,450.      MT  (+/- 180 meters Scaled)
 MD1170
 MD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL208849(NAD 83)
 MD1170
 MD1170                          SUPERSEDED SURVEY CONTROL
 MD1170
 MD1170  NGVD 29 (??/??/92)  283.217  (m)          929.19   (f) ADJ UNCH    2 0
 MD1170
 MD1170.Superseded values are not recommended for survey control.
 MD1170
 MD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1170.See file dsdata.pdf to determine how the superseded data were derived.
 MD1170
 MD1170_MARKER: DB = BENCH MARK DISK
 MD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1170_STAMPING: J 161 1946
 MD1170_MARK LOGO: CGS
 MD1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1170+STABILITY: SURFACE MOTION
 MD1170
 MD1170  HISTORY     - Date     Condition        Report By
 MD1170  HISTORY     - 1946     MONUMENTED       CGS
 MD1170  HISTORY     - 1961     GOOD             CGS
 MD1170
 MD1170                          STATION DESCRIPTION
 MD1170
 MD1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1170'0.7 MI N FROM KIMMELL.
 MD1170'ABOUT 0.7 MILE N ALONG NO. 33 U.S. HIGHWAY FROM THE BALTIMORE AND
 MD1170'OHIO RAILROAD ON W EDGE OF KIMMELL (HWY. BRIDGE OVER R.R.), ON
 MD1170'INSIDE AT CENTER OF LONG ESTIMATED 300-YARD CURVE IN HWY., AT
 MD1170'JUNCTION OF HWY. AND ROAD THRU KIMMELL, 0.2 MILE SE OF Y-JUNCTION
 MD1170'OF HWY. AND ALBION ROAD, 20 FEET SW OF CENTER LINE OF 24-FOOT
 MD1170'ASHPALT HWY. PAVEMENT, 1.0 FEET LOWER THAN SAME, 1.5 FEET NE OF
 MD1170'RIGHT-OF-WAY FENCE, 1.8 FEET SE OF STEEL WITNESS POST, AND
 MD1170'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0877 ***********************************************************************
 MD0877  DESIGNATION -  J 163
 MD0877  PID         -  MD0877
 MD0877  STATE/COUNTY-  IN/NOBLE
 MD0877  COUNTRY     -  US
 MD0877  USGS QUAD   -  EGE (2019)
 MD0877
 MD0877                         *CURRENT SURVEY CONTROL
 MD0877  ______________________________________________________________________
 MD0877* NAD 83(1986) POSITION- 41 21 57.42   (N) 085 17 19.98   (W)   HD_HELD1
 MD0877* NAVD 88 ORTHO HEIGHT -   301.654 (meters)      989.68  (feet) ADJUSTED
 MD0877  ______________________________________________________________________
 MD0877  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 MD0877  DYNAMIC HEIGHT  -        301.534 (meters)      989.28  (feet) COMP
 MD0877  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 MD0877
 MD0877  VERT ORDER      -  SECOND    CLASS 0
 MD0877
 MD0877.The horizontal coordinates were determined by differentially corrected
 MD0877.hand held GPS observations or other comparable positioning techniques
 MD0877.and have an estimated accuracy of +/- 3 meters.
 MD0877
 MD0877.The orthometric height was determined by differential leveling and
 MD0877.adjusted by the NATIONAL GEODETIC SURVEY
 MD0877.in June 1991.
 MD0877
 MD0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0877.GEOID18 height accuracy estimate available here.
 MD0877
 MD0877.Click photographs - Photos may exist for this station.
 MD0877
 MD0877.The dynamic height is computed by dividing the NAVD 88
 MD0877.geopotential number by the normal gravity value computed on the
 MD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0877.degrees latitude (g = 980.6199 gals.).
 MD0877
 MD0877.The modeled gravity was interpolated from observed gravity values.
 MD0877
 MD0877;                    North         East    Units  Estimated Accuracy
 MD0877;SPC IN E     -   679,267.2     131,607.4     MT  (+/- 3 meters HH1 GPS) 
 MD0877
 MD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4311180794(NAD 83)
 MD0877
 MD0877                          SUPERSEDED SURVEY CONTROL
 MD0877
 MD0877  NGVD 29 (??/??/92)  301.796  (m)          990.14   (f) ADJ UNCH    2 0
 MD0877
 MD0877.Superseded values are not recommended for survey control.
 MD0877
 MD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0877.See file dsdata.pdf to determine how the superseded data were derived.
 MD0877
 MD0877_MARKER: DB = BENCH MARK DISK
 MD0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0877_STAMPING: J 163 1946
 MD0877_MARK LOGO: CGS
 MD0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0877+STABILITY: SURFACE MOTION
 MD0877
 MD0877  HISTORY     - Date     Condition        Report By
 MD0877  HISTORY     - 1946     MONUMENTED       CGS
 MD0877  HISTORY     - 1962     GOOD             CGS
 MD0877
 MD0877                          STATION DESCRIPTION
 MD0877
 MD0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0877'2.7 MI W FROM AVILLA.
 MD0877'ABOUT 2.7 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE CROSSROADS
 MD0877'JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN CORNER IN
 MD0877'AVILLA, 0.2 MILE E OF CROSSING OF THE BALTIMORE AND OHIO RAILROAD,
 MD0877'0.1 MILE N OF BRIDGE OVER SAME, 56 FEET W OF CENTER LINE OF NO.
 MD0877'700 E COUNTY ROAD, 29 FEET N OF CENTER LINE OF NO. 100 N, 2.0
 MD0877'FEET LOWER THAN SAME, 1.5 FEET SW OF STEEL WITNESS POST, AND
 MD0877'PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1230 ***********************************************************************
 MD1230  DESIGNATION -  J 164
 MD1230  PID         -  MD1230
 MD1230  STATE/COUNTY-  IN/NOBLE
 MD1230  COUNTRY     -  US
 MD1230  USGS QUAD   -  ORMAS (2019)
 MD1230
 MD1230                         *CURRENT SURVEY CONTROL
 MD1230  ______________________________________________________________________
 MD1230* NAD 83(1986) POSITION- 41 18 09.25   (N) 085 36 50.29   (W)   HD_HELD1
 MD1230* NAVD 88 ORTHO HEIGHT -   277.571 (meters)      910.66  (feet) ADJUSTED
 MD1230  ______________________________________________________________________
 MD1230  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 MD1230  DYNAMIC HEIGHT  -        277.456 (meters)      910.29  (feet) COMP
 MD1230  MODELED GRAVITY -    980,201.4   (mgal)                       NAVD 88
 MD1230
 MD1230  VERT ORDER      -  SECOND    CLASS 0
 MD1230
 MD1230.The horizontal coordinates were determined by differentially corrected
 MD1230.hand held GPS observations or other comparable positioning techniques
 MD1230.and have an estimated accuracy of +/- 3 meters.
 MD1230
 MD1230.The orthometric height was determined by differential leveling and
 MD1230.adjusted by the NATIONAL GEODETIC SURVEY
 MD1230.in June 1991.
 MD1230
 MD1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1230.GEOID18 height accuracy estimate available here.
 MD1230
 MD1230.Click photographs - Photos may exist for this station.
 MD1230
 MD1230.The dynamic height is computed by dividing the NAVD 88
 MD1230.geopotential number by the normal gravity value computed on the
 MD1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1230.degrees latitude (g = 980.6199 gals.).
 MD1230
 MD1230.The modeled gravity was interpolated from observed gravity values.
 MD1230
 MD1230;                    North         East    Units  Estimated Accuracy
 MD1230;SPC IN E     -   672,160.8     104,413.2     MT  (+/- 3 meters HH1 GPS) 
 MD1230
 MD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1603473272(NAD 83)
 MD1230
 MD1230                          SUPERSEDED SURVEY CONTROL
 MD1230
 MD1230  NGVD 29 (??/??/92)  277.703  (m)          911.10   (f) ADJ UNCH    2 0
 MD1230
 MD1230.Superseded values are not recommended for survey control.
 MD1230
 MD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1230.See file dsdata.pdf to determine how the superseded data were derived.
 MD1230
 MD1230_MARKER: DB = BENCH MARK DISK
 MD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1230_STAMPING: J 164 1946
 MD1230_MARK LOGO: CGS
 MD1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1230+STABILITY: SURFACE MOTION
 MD1230
 MD1230  HISTORY     - Date     Condition        Report By
 MD1230  HISTORY     - 1946     MONUMENTED       CGS
 MD1230  HISTORY     - 1961     MARK NOT FOUND   CGS
 MD1230
 MD1230                          STATION DESCRIPTION
 MD1230
 MD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1230'2.2 MI SE FROM WILMOT.
 MD1230'0.3 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE CHURCH OF GOD AT
 MD1230'WILMOT, THENCE ABOUT 0.55 MILE EAST, THENCE ABOUT 0.4 MILE
 MD1230'SOUTH, THENCE ABOUT 1.0 MILE EAST ALONG COUNTY ROADS, AT A CROSS
 MD1230'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 45
 MD1230'FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 53.5 FEET WEST
 MD1230'AND ACROSS THE ROAD FROM A POWER POLE, 2 FEET SOUTHEAST OF A WIRE
 MD1230'FENCE, ABOUT LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A
 MD1230'CONCRETE POST PROJECTING 5 INCHES.
 MD1230
 MD1230                          STATION RECOVERY (1961)
 MD1230
 MD1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0948 ***********************************************************************
 MD0948  DESIGNATION -  J 165
 MD0948  PID         -  MD0948
 MD0948  STATE/COUNTY-  IN/WHITLEY
 MD0948  COUNTRY     -  US
 MD0948  USGS QUAD   -  CHURUBUSCO (2019)
 MD0948
 MD0948                         *CURRENT SURVEY CONTROL
 MD0948  ______________________________________________________________________
 MD0948* NAD 83(1986) POSITION- 41 14 14.     (N) 085 19 26.     (W)   SCALED
 MD0948* NAVD 88 ORTHO HEIGHT -   273.258 (meters)      896.51  (feet) ADJUSTED
 MD0948  ______________________________________________________________________
 MD0948  GEOID HEIGHT    -        -32.787 (meters)                     GEOID18
 MD0948  DYNAMIC HEIGHT  -        273.155 (meters)      896.18  (feet) COMP
 MD0948  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 MD0948
 MD0948  VERT ORDER      -  SECOND    CLASS 0
 MD0948
 MD0948.The horizontal coordinates were scaled from a map and have
 MD0948.an estimated accuracy of +/- 6 seconds.
 MD0948
 MD0948.The orthometric height was determined by differential leveling and
 MD0948.adjusted by the NATIONAL GEODETIC SURVEY
 MD0948.in June 1991.
 MD0948
 MD0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0948.GEOID18 height accuracy estimate available here.
 MD0948
 MD0948.Click photographs - Photos may exist for this station.
 MD0948
 MD0948.The dynamic height is computed by dividing the NAVD 88
 MD0948.geopotential number by the normal gravity value computed on the
 MD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0948.degrees latitude (g = 980.6199 gals.).
 MD0948
 MD0948.The modeled gravity was interpolated from observed gravity values.
 MD0948
 MD0948;                    North         East    Units  Estimated Accuracy
 MD0948;SPC IN E     -   664,960.      128,740.      MT  (+/- 180 meters Scaled)
 MD0948
 MD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL404664(NAD 83)
 MD0948
 MD0948                          SUPERSEDED SURVEY CONTROL
 MD0948
 MD0948  NGVD 29 (??/??/92)  273.413  (m)          897.02   (f) ADJ UNCH    2 0
 MD0948
 MD0948.Superseded values are not recommended for survey control.
 MD0948
 MD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0948.See file dsdata.pdf to determine how the superseded data were derived.
 MD0948
 MD0948_MARKER: DB = BENCH MARK DISK
 MD0948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0948_SP_SET: CULVERT HEADWALL
 MD0948_STAMPING: J 165 1946
 MD0948_MARK LOGO: CGS
 MD0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0948+STABILITY: SURFACE MOTION
 MD0948
 MD0948  HISTORY     - Date     Condition        Report By
 MD0948  HISTORY     - 1946     MONUMENTED       CGS
 MD0948  HISTORY     - 1961     GOOD             CGS
 MD0948  HISTORY     - 1968     GOOD             CGS
 MD0948
 MD0948                          STATION DESCRIPTION
 MD0948
 MD0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0948'0.5 MI NW FROM CHURUBUSCO.
 MD0948'ABOUT 0.5 MILE NW ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0948'INTERSECTION WITH NO. 205 INDIANA HWY. IN HEART OF CHURUBUSCO,
 MD0948'ABOUT 100 YARDS NW OF PRESENT CITY LIMITS, ABOUT 50 YARDS SE
 MD0948'OF NW END OF SHORT SHARP HWY. CURVE, 18 FEET SW OF CENTER LINE
 MD0948'OF 22-FOOT ASPHALT HWY. PAVEMENT, 1.8 FEET LOWER THAN SAME, 7
 MD0948'FEET NW OF PROJECTED PLANE OF NW WALL OF THE UNITED BRETHREN
 MD0948'CHURCH, SET IN A DRILL HOLE 1.2 FEET SE OF NW END OF 8-FOOT
 MD0948'CONCRETE HEADWALL OF 15-INCH PIPE CULVERT.  NOTE-- WITNESS POST
 MD0948'WITHIN TWO FEET OF BRONZE DISK AND FACING THE ROAD.
 MD0948
 MD0948                          STATION RECOVERY (1968)
 MD0948
 MD0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0064 ***********************************************************************
 ME0064  DESIGNATION -  J 166
 ME0064  PID         -  ME0064
 ME0064  STATE/COUNTY-  IN/ST JOSEPH
 ME0064  COUNTRY     -  US
 ME0064  USGS QUAD   -  LAKEVILLE (2019)
 ME0064
 ME0064                         *CURRENT SURVEY CONTROL
 ME0064  ______________________________________________________________________
 ME0064* NAD 83(1986) POSITION- 41 32 06.     (N) 086 19 53.     (W)   SCALED
 ME0064* NAVD 88 ORTHO HEIGHT -   235.823 (meters)      773.70  (feet) ADJUSTED
 ME0064  ______________________________________________________________________
 ME0064  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 ME0064  DYNAMIC HEIGHT  -        235.728 (meters)      773.38  (feet) COMP
 ME0064  MODELED GRAVITY -    980,212.8   (mgal)                       NAVD 88
 ME0064
 ME0064  VERT ORDER      -  SECOND    CLASS 0
 ME0064
 ME0064.The horizontal coordinates were scaled from a map and have
 ME0064.an estimated accuracy of +/- 6 seconds.
 ME0064
 ME0064.The orthometric height was determined by differential leveling and
 ME0064.adjusted by the NATIONAL GEODETIC SURVEY
 ME0064.in June 1991.
 ME0064
 ME0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0064.GEOID18 height accuracy estimate available here.
 ME0064
 ME0064.Click photographs - Photos may exist for this station.
 ME0064
 ME0064.The dynamic height is computed by dividing the NAVD 88
 ME0064.geopotential number by the normal gravity value computed on the
 ME0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0064.degrees latitude (g = 980.6199 gals.).
 ME0064
 ME0064.The modeled gravity was interpolated from observed gravity values.
 ME0064
 ME0064;                    North         East    Units  Estimated Accuracy
 ME0064;SPC IN E     -   698,190.       44,530.      MT  (+/- 180 meters Scaled)
 ME0064
 ME0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL557983(NAD 83)
 ME0064
 ME0064                          SUPERSEDED SURVEY CONTROL
 ME0064
 ME0064  NGVD 29 (??/??/92)  235.93   (m)          774.0    (f) COMPUTED    2 0
 ME0064
 ME0064.Superseded values are not recommended for survey control.
 ME0064
 ME0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0064.See file dsdata.pdf to determine how the superseded data were derived.
 ME0064
 ME0064_MARKER: DB = BENCH MARK DISK
 ME0064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0064_SP_SET: BOX CULVERT HEADWALL
 ME0064_STAMPING: J 166 1946
 ME0064_MARK LOGO: CGS
 ME0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0064+STABILITY: SURFACE MOTION
 ME0064
 ME0064  HISTORY     - Date     Condition        Report By
 ME0064  HISTORY     - 1946     MONUMENTED       CGS
 ME0064
 ME0064                          STATION DESCRIPTION
 ME0064
 ME0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0064'3.3 MI W FROM LAKEVILLE.
 ME0064'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0064'AT LAKEVILLE, THENCE ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY
 ME0064'4 (PIERCE ROAD), ABOUT 0.5 MILE WEST OF THE CROSSING OF THE NEW
 ME0064'JERSEY, INDIANA AND ILLINOIS RAILROAD, IN THE NORTHWEST QUARTER
 ME0064'OF THE INTERSECTION OF OAK ROAD, AT A 6- BY 4-FOOT CONCRETE BOX
 ME0064'CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE WEST
 ME0064'HEAD WALL, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28
 ME0064'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 ME0064'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0065 ***********************************************************************
 ME0065  DESIGNATION -  J 166 RESET
 ME0065  PID         -  ME0065
 ME0065  STATE/COUNTY-  IN/ST JOSEPH
 ME0065  COUNTRY     -  US
 ME0065  USGS QUAD   -  LAKEVILLE (2019)
 ME0065
 ME0065                         *CURRENT SURVEY CONTROL
 ME0065  ______________________________________________________________________
 ME0065* NAD 83(1986) POSITION- 41 32 01.     (N) 086 19 51.     (W)   SCALED
 ME0065* NAVD 88 ORTHO HEIGHT -   238.98  (meters)      784.1   (feet) RESET
 ME0065  ______________________________________________________________________
 ME0065  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 ME0065  VERT ORDER      -  THIRD
 ME0065
 ME0065.The horizontal coordinates were scaled from a map and have
 ME0065.an estimated accuracy of +/- 6 seconds.
 ME0065
 ME0065.The orthometric height was computed from unverified reset data.
 ME0065
 ME0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0065.GEOID18 height accuracy estimate available here.
 ME0065
 ME0065.Click photographs - Photos may exist for this station.
 ME0065
 ME0065;                    North         East    Units  Estimated Accuracy
 ME0065;SPC IN E     -   698,030.       44,580.      MT  (+/- 180 meters Scaled)
 ME0065
 ME0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL558982(NAD 83)
 ME0065
 ME0065                          SUPERSEDED SURVEY CONTROL
 ME0065
 ME0065.No superseded survey control is available for this station.
 ME0065
 ME0065_MARKER: DB = BENCH MARK DISK
 ME0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0065_STAMPING: J 166 RESET 1958
 ME0065_MARK LOGO: CGS
 ME0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0065+STABILITY: SURFACE MOTION
 ME0065
 ME0065  HISTORY     - Date     Condition        Report By
 ME0065  HISTORY     - 1958     MONUMENTED       CGS
 ME0065  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0065
 ME0065                          STATION DESCRIPTION
 ME0065
 ME0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0065'3.3 MI W FROM LAKEVILLE.
 ME0065'0.3 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 ME0065'LAKEVILLE, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 4, AT THE
 ME0065'JUNCTION OF OAK ROAD, THENCE NORTH 462 FEET SOUTH ALONG OAK ROAD,
 ME0065'462 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 4, 28.5 FEET EAST
 ME0065'OF THE CENTER OF OAK ROAD, 6 FEET SOUTHEAST OF A 5-INCH IRON
 ME0065'POST NOT IN FENCE LINE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 ME0065
 ME0065                          STATION RECOVERY (1974)
 ME0065
 ME0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0032 ***********************************************************************
 ME0032  DESIGNATION -  J 167
 ME0032  PID         -  ME0032
 ME0032  STATE/COUNTY-  IN/ST JOSEPH
 ME0032  COUNTRY     -  US
 ME0032  USGS QUAD   -  LAKEVILLE (2019)
 ME0032
 ME0032                         *CURRENT SURVEY CONTROL
 ME0032  ______________________________________________________________________
 ME0032* NAD 83(1986) POSITION- 41 33 51.     (N) 086 15 55.     (W)   SCALED
 ME0032* NAVD 88 ORTHO HEIGHT -   258.944 (meters)      849.55  (feet) ADJUSTED
 ME0032  ______________________________________________________________________
 ME0032  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0032  DYNAMIC HEIGHT  -        258.839 (meters)      849.21  (feet) COMP
 ME0032  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 ME0032
 ME0032  VERT ORDER      -  SECOND    CLASS 0
 ME0032
 ME0032.The horizontal coordinates were scaled from a map and have
 ME0032.an estimated accuracy of +/- 6 seconds.
 ME0032
 ME0032.The orthometric height was determined by differential leveling and
 ME0032.adjusted by the NATIONAL GEODETIC SURVEY
 ME0032.in June 1991.
 ME0032
 ME0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0032.GEOID18 height accuracy estimate available here.
 ME0032
 ME0032.Click photographs - Photos may exist for this station.
 ME0032
 ME0032.The dynamic height is computed by dividing the NAVD 88
 ME0032.geopotential number by the normal gravity value computed on the
 ME0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0032.degrees latitude (g = 980.6199 gals.).
 ME0032
 ME0032.The modeled gravity was interpolated from observed gravity values.
 ME0032
 ME0032;                    North         East    Units  Estimated Accuracy
 ME0032;SPC IN E     -   701,390.       50,070.      MT  (+/- 180 meters Scaled)
 ME0032
 ME0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM612016(NAD 83)
 ME0032
 ME0032                          SUPERSEDED SURVEY CONTROL
 ME0032
 ME0032  NGVD 29 (??/??/92)  259.05   (m)          849.9    (f) COMPUTED    2 0
 ME0032
 ME0032.Superseded values are not recommended for survey control.
 ME0032
 ME0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0032.See file dsdata.pdf to determine how the superseded data were derived.
 ME0032
 ME0032_MARKER: DB = BENCH MARK DISK
 ME0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0032_SP_SET: BOX CULVERT HEADWALL
 ME0032_STAMPING: J 167 1946
 ME0032_MARK LOGO: CGS
 ME0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0032+STABILITY: SURFACE MOTION
 ME0032
 ME0032  HISTORY     - Date     Condition        Report By
 ME0032  HISTORY     - 1946     MONUMENTED       CGS
 ME0032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0032
 ME0032                          STATION DESCRIPTION
 ME0032
 ME0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0032'2.3 MI N FROM LAKEVILLE.
 ME0032'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0032'AT LAKEVILLE, AT THE INTERSECTION OF NEW ROAD, AT A 6- BY 5-FOOT
 ME0032'CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH
 ME0032'END OF THE EAST HEAD WALL, 35 FEET EAST OF THE CENTER LINE OF THE
 ME0032'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 ME0032'LEVEL WITH THE HIGHWAY.
 ME0032
 ME0032                          STATION RECOVERY (1990)
 ME0032
 ME0032'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3399 ***********************************************************************
 ME3399  DESIGNATION -  J 167 RESET
 ME3399  PID         -  ME3399
 ME3399  STATE/COUNTY-  IN/ST JOSEPH
 ME3399  COUNTRY     -  US
 ME3399  USGS QUAD   -  LAKEVILLE (2019)
 ME3399
 ME3399                         *CURRENT SURVEY CONTROL
 ME3399  ______________________________________________________________________
 ME3399* NAD 83(1986) POSITION- 41 33 51.     (N) 086 15 55.     (W)   SCALED
 ME3399* NAVD 88 ORTHO HEIGHT -   258.60  (+/-2cm)      848.4   (feet) VERTCON3
 ME3399  ______________________________________________________________________
 ME3399  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME3399  VERT ORDER      -  THIRD (See Below)
 ME3399
 ME3399.The horizontal coordinates were scaled from a map and have
 ME3399.an estimated accuracy of +/- 6 seconds.
 ME3399
 ME3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3399
 ME3399.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3399.GEOID18 height accuracy estimate available here.
 ME3399
 ME3399.The vertical order pertains to the NGVD 29 superseded value.
 ME3399
 ME3399.Click photographs - Photos may exist for this station.
 ME3399
 ME3399;                    North         East    Units  Estimated Accuracy
 ME3399;SPC IN E     -   701,390.       50,070.      MT  (+/- 180 meters Scaled)
 ME3399
 ME3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM612016(NAD 83)
 ME3399
 ME3399                          SUPERSEDED SURVEY CONTROL
 ME3399
 ME3399  NGVD 29 (08/22/16)  258.71   (m)          848.8    (f) RESET       3  
 ME3399
 ME3399.Superseded values are not recommended for survey control.
 ME3399
 ME3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3399.See file dsdata.pdf to determine how the superseded data were derived.
 ME3399
 ME3399_MARKER: DD = SURVEY DISK
 ME3399_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3399+WITH SETTING: PAVEMENT
 ME3399_SP_SET: FOUNDATION
 ME3399_STAMPING: J 167 R89
 ME3399_MARK LOGO: INHD
 ME3399_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3399+STABILITY: SURFACE MOTION
 ME3399
 ME3399  HISTORY     - Date     Condition        Report By
 ME3399  HISTORY     - 1989     MONUMENTED       INHD
 ME3399
 ME3399                          STATION DESCRIPTION
 ME3399
 ME3399'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1989
 ME3399'2.4 MILES (3.9 KM) NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL IN
 ME3399'LAKEVILLE, AT THE INTERSECTION OF A SECTION-LINE ROAD, NE QUADRANT,
 ME3399'72 FEET (21.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 ME3399'(10.1 M) NORTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, A BRONZE
 ME3399'DISK SET IN PC CONCRETE FOUNDATION 6 FEET (1.8 M) DEEP, 4.8 FEET
 ME3399'(1.5 M) NNE TO A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3401 ***********************************************************************
 ME3401  DESIGNATION -  J 168 RESET
 ME3401  PID         -  ME3401
 ME3401  STATE/COUNTY-  IN/ST JOSEPH
 ME3401  COUNTRY     -  US
 ME3401  USGS QUAD   -  WAKARUSA (2019)
 ME3401
 ME3401                         *CURRENT SURVEY CONTROL
 ME3401  ______________________________________________________________________
 ME3401* NAD 83(1986) POSITION- 41 32 06.     (N) 086 07 03.     (W)   SCALED
 ME3401* NAVD 88 ORTHO HEIGHT -   253.81  (meters)      832.7   (feet) RESET
 ME3401  ______________________________________________________________________
 ME3401  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 ME3401  VERT ORDER      -  THIRD
 ME3401
 ME3401.The horizontal coordinates were scaled from a map and have
 ME3401.an estimated accuracy of +/- 6 seconds.
 ME3401
 ME3401.The orthometric height was computed from unverified reset data.
 ME3401
 ME3401.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3401.GEOID18 height accuracy estimate available here.
 ME3401
 ME3401.Click photographs - Photos may exist for this station.
 ME3401
 ME3401;                    North         East    Units  Estimated Accuracy
 ME3401;SPC IN E     -   698,070.       62,380.      MT  (+/- 180 meters Scaled)
 ME3401
 ME3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL736985(NAD 83)
 ME3401
 ME3401                          SUPERSEDED SURVEY CONTROL
 ME3401
 ME3401  NGVD 29 (08/22/16)  253.93   (m)          833.1    (f) RESET       3  
 ME3401
 ME3401.Superseded values are not recommended for survey control.
 ME3401
 ME3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3401.See file dsdata.pdf to determine how the superseded data were derived.
 ME3401
 ME3401_MARKER: DV = VERTICAL CONTROL DISK
 ME3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3401_STAMPING: J 168 RESET 1984
 ME3401_MARK LOGO: NGS
 ME3401_PROJECTION: FLUSH
 ME3401_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3401+STABILITY: SURFACE MOTION
 ME3401
 ME3401  HISTORY     - Date     Condition        Report By
 ME3401  HISTORY     - 1984     MONUMENTED       NGS
 ME3401
 ME3401                          STATION DESCRIPTION
 ME3401
 ME3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ME3401'FROM THE POST OFFICE IN WYATT, GO NORTH ON STATE HIGHWAY 331 FOR 0.7
 ME3401'MILE, THENCE EAST ON PIERCE ROAD FOR 2.6 MILES (4.2 KM) TO A
 ME3401'CROSSROAD, DOGWOOD ROAD, AT THE NORTHWEST CORNER OF THE MADISON
 ME3401'TOWNSHIP SCHOOL GROUNDS, LOCATED 73.0 FEET (22.3 M) SOUTH OF THE
 ME3401'CENTERLINE OF PIERCE ROAD, 18.0 FEET (5.5 M) WEST FROM THE CENTER OF
 ME3401'DOGWOOD ROAD, 3.0 FEET (0.9 M) NORTH FROM A NORTHERN INDIANA GAS PIPE
 ME3401'LINE WARNING SIGN AND 1.5 FEET (0.5 M) SOUTH FROM A UTILITY POLE WITH
 ME3401'TRANSFORMER AND A WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST
 ME3401'FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0150 ***********************************************************************
 ME0150  DESIGNATION -  J 169
 ME0150  PID         -  ME0150
 ME0150  STATE/COUNTY-  IN/MARSHALL
 ME0150  COUNTRY     -  US
 ME0150  USGS QUAD   -  BOURBON (2019)
 ME0150
 ME0150                         *CURRENT SURVEY CONTROL
 ME0150  ______________________________________________________________________
 ME0150* NAD 83(1986) POSITION- 41 17 52.     (N) 086 06 59.     (W)   SCALED
 ME0150* NAVD 88 ORTHO HEIGHT -   258.950 (meters)      849.57  (feet) ADJUSTED
 ME0150  ______________________________________________________________________
 ME0150  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 ME0150  DYNAMIC HEIGHT  -        258.842 (meters)      849.22  (feet) COMP
 ME0150  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 ME0150
 ME0150  VERT ORDER      -  FIRST     CLASS I
 ME0150
 ME0150.The horizontal coordinates were scaled from a map and have
 ME0150.an estimated accuracy of +/- 6 seconds.
 ME0150
 ME0150.The orthometric height was determined by differential leveling and
 ME0150.adjusted by the NATIONAL GEODETIC SURVEY
 ME0150.in June 1991.
 ME0150
 ME0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0150.GEOID18 height accuracy estimate available here.
 ME0150
 ME0150.Click photographs - Photos may exist for this station.
 ME0150
 ME0150.The dynamic height is computed by dividing the NAVD 88
 ME0150.geopotential number by the normal gravity value computed on the
 ME0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0150.degrees latitude (g = 980.6199 gals.).
 ME0150
 ME0150.The modeled gravity was interpolated from observed gravity values.
 ME0150
 ME0150;                    North         East    Units  Estimated Accuracy
 ME0150;SPC IN E     -   671,730.       62,340.      MT  (+/- 180 meters Scaled)
 ME0150
 ME0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739721(NAD 83)
 ME0150
 ME0150                          SUPERSEDED SURVEY CONTROL
 ME0150
 ME0150  NGVD 29 (01/19/93)  259.082  (m)          850.00   (f) ADJUSTED    1 1
 ME0150  NGVD 29 (??/??/92)  259.070  (m)          849.97   (f) SUPERSEDED  1 1
 ME0150
 ME0150.Superseded values are not recommended for survey control.
 ME0150
 ME0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0150.See file dsdata.pdf to determine how the superseded data were derived.
 ME0150
 ME0150_MARKER: DB = BENCH MARK DISK
 ME0150_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME0150_SP_SET: BUILDING
 ME0150_STAMPING: J 169 1946
 ME0150_MARK LOGO: CGS
 ME0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME0150+STABILITY: POSITION/ELEVATION WELL
 ME0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0150+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0150
 ME0150  HISTORY     - Date     Condition        Report By
 ME0150  HISTORY     - 1946     MONUMENTED       CGS
 ME0150  HISTORY     - 1968     GOOD             CGS
 ME0150  HISTORY     - 1969     GOOD             INHD
 ME0150  HISTORY     - 1990     GOOD             USPSQD
 ME0150  HISTORY     - 19920909 GOOD             NGS
 ME0150
 ME0150                          STATION DESCRIPTION
 ME0150
 ME0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0150'AT BOURBON.
 ME0150'AT BOURBON, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 331 FROM
 ME0150'THE CROSSING OF THE PENN CENTRAL RAILROAD, AT THE INTERSECTION
 ME0150'OF NORTH MAIN STREET AND WEST SUNSET DRIVE, SET VERTICALLY IN
 ME0150'THE EAST FACE OF THE NORTHEAST CORNER OF THE LIBRARY, (BUILDING
 ME0150'LOCATED AT 307 NORTH MAIN STREET), 1.1 FEET SOUTH OF THE NORTHEAST
 ME0150'CORNER OF THE BUILDING AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 ME0150'GROUND.  SEC 24T 33N, R 3E.
 ME0150
 ME0150                          STATION RECOVERY (1969)
 ME0150
 ME0150'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0150'RECOVERED IN GOOD CONDITION.
 ME0150
 ME0150                          STATION RECOVERY (1990)
 ME0150
 ME0150'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0150'RECOVERED IN GOOD CONDITION.
 ME0150
 ME0150                          STATION RECOVERY (1992)
 ME0150
 ME0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0150'IN BOURBON, AT THE INTERSECTION OF STATE HIGHWAY 331 AND WEST SUNSET
 ME0150'DRIVE, SET VERTICALLY IN THE EAST FACE OF THE CITY LIBRARY AT 307
 ME0150'NORTH MAIN STREET, 20.1 M (65.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 ME0150'16.2 M (53.1 FT) SOUTH OF THE DRIVE CENTER, 0.4 M (1.3 FT) ABOVE THE
 ME0150'GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER OF
 ME0150'THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0138 ***********************************************************************
 ME0138  DESIGNATION -  J 170
 ME0138  PID         -  ME0138
 ME0138  STATE/COUNTY-  IN/ELKHART
 ME0138  COUNTRY     -  US
 ME0138  USGS QUAD   -  WAKARUSA (2019)
 ME0138
 ME0138                         *CURRENT SURVEY CONTROL
 ME0138  ______________________________________________________________________
 ME0138* NAD 83(1986) POSITION- 41 36 40.     (N) 086 00 08.     (W)   SCALED
 ME0138* NAVD 88 ORTHO HEIGHT -   244.858 (meters)      803.34  (feet) ADJUSTED
 ME0138  ______________________________________________________________________
 ME0138  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 ME0138  DYNAMIC HEIGHT  -        244.760 (meters)      803.02  (feet) COMP
 ME0138  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 ME0138
 ME0138  VERT ORDER      -  SECOND    CLASS 0
 ME0138
 ME0138.The horizontal coordinates were scaled from a map and have
 ME0138.an estimated accuracy of +/- 6 seconds.
 ME0138
 ME0138.The orthometric height was determined by differential leveling and
 ME0138.adjusted by the NATIONAL GEODETIC SURVEY
 ME0138.in June 1991.
 ME0138
 ME0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0138.GEOID18 height accuracy estimate available here.
 ME0138
 ME0138.Click photographs - Photos may exist for this station.
 ME0138
 ME0138.The dynamic height is computed by dividing the NAVD 88
 ME0138.geopotential number by the normal gravity value computed on the
 ME0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0138.degrees latitude (g = 980.6199 gals.).
 ME0138
 ME0138.The modeled gravity was interpolated from observed gravity values.
 ME0138
 ME0138;                    North         East    Units  Estimated Accuracy
 ME0138;SPC IN E     -   706,480.       72,030.      MT  (+/- 180 meters Scaled)
 ME0138
 ME0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831070(NAD 83)
 ME0138
 ME0138                          SUPERSEDED SURVEY CONTROL
 ME0138
 ME0138  NGVD 29 (??/??/92)  244.981  (m)          803.74   (f) ADJ UNCH    2 0
 ME0138
 ME0138.Superseded values are not recommended for survey control.
 ME0138
 ME0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0138.See file dsdata.pdf to determine how the superseded data were derived.
 ME0138
 ME0138_MARKER: DB = BENCH MARK DISK
 ME0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0138_SP_SET: BOX CULVERT HEADWALL
 ME0138_STAMPING: J 170 1968
 ME0138_MARK LOGO: CGS
 ME0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0138+STABILITY: SURFACE MOTION
 ME0138
 ME0138  HISTORY     - Date     Condition        Report By
 ME0138  HISTORY     - 1968     MONUMENTED       CGS
 ME0138  HISTORY     - 1968     GOOD             CGS
 ME0138  HISTORY     - 1982     GOOD             INDNR
 ME0138
 ME0138                          STATION DESCRIPTION
 ME0138
 ME0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0138'4 MI S FROM ELKHART.
 ME0138'ABOUT 4.05 MILES SOUTH ALONG S.R. 19 FROM ITS JUNC. WITH U.S.
 ME0138'33 AT ELKHART 0.15 MILES NORTH OF AN EAST-WEST GRAVEL ROAD,
 ME0138'SET IN THE CENTER OF THE TOP OF THE WEST HEADWALL OF A 4 FT.
 ME0138'BOX CULVERT, 30 FT. WEST OF THE C/L OF THE HIGHWAY, 5 FT. SOUTH
 ME0138'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 ME0138'SET IN A DRILL HOLE.
 ME0138
 ME0138                          STATION RECOVERY (1982)
 ME0138
 ME0138'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0138'MARK IS APPROX. 4' SOUTH OF WITNESS POST. THE ELM TREE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0416 ***********************************************************************
 ME0416  DESIGNATION -  J 171
 ME0416  PID         -  ME0416
 ME0416  STATE/COUNTY-  IN/ELKHART
 ME0416  COUNTRY     -  US
 ME0416  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0416
 ME0416                         *CURRENT SURVEY CONTROL
 ME0416  ______________________________________________________________________
 ME0416* NAD 83(1986) POSITION- 41 28 17.     (N) 086 00 05.     (W)   SCALED
 ME0416* NAVD 88 ORTHO HEIGHT -   266.107 (meters)      873.05  (feet) ADJUSTED
 ME0416  ______________________________________________________________________
 ME0416  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 ME0416  DYNAMIC HEIGHT  -        265.998 (meters)      872.70  (feet) COMP
 ME0416  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 ME0416
 ME0416  VERT ORDER      -  SECOND    CLASS 0
 ME0416
 ME0416.The horizontal coordinates were scaled from a map and have
 ME0416.an estimated accuracy of +/- 6 seconds.
 ME0416
 ME0416.The orthometric height was determined by differential leveling and
 ME0416.adjusted by the NATIONAL GEODETIC SURVEY
 ME0416.in June 1991.
 ME0416
 ME0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0416.GEOID18 height accuracy estimate available here.
 ME0416
 ME0416.Click photographs - Photos may exist for this station.
 ME0416
 ME0416.The dynamic height is computed by dividing the NAVD 88
 ME0416.geopotential number by the normal gravity value computed on the
 ME0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0416.degrees latitude (g = 980.6199 gals.).
 ME0416
 ME0416.The modeled gravity was interpolated from observed gravity values.
 ME0416
 ME0416;                    North         East    Units  Estimated Accuracy
 ME0416;SPC IN E     -   690,960.       72,040.      MT  (+/- 180 meters Scaled)
 ME0416
 ME0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833915(NAD 83)
 ME0416
 ME0416                          SUPERSEDED SURVEY CONTROL
 ME0416
 ME0416  NGVD 29 (??/??/92)  266.228  (m)          873.45   (f) ADJ UNCH    2 0
 ME0416
 ME0416.Superseded values are not recommended for survey control.
 ME0416
 ME0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0416.See file dsdata.pdf to determine how the superseded data were derived.
 ME0416
 ME0416_MARKER: DB = BENCH MARK DISK
 ME0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0416_STAMPING: J 171 1946
 ME0416_MARK LOGO: CGS
 ME0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0416+STABILITY: SURFACE MOTION
 ME0416
 ME0416  HISTORY     - Date     Condition        Report By
 ME0416  HISTORY     - 1946     MONUMENTED       CGS
 ME0416  HISTORY     - 1968     GOOD             USGS
 ME0416  HISTORY     - 1988     GOOD             USPSQD
 ME0416  HISTORY     - 19950914 GOOD             USPSQD
 ME0416
 ME0416                          STATION DESCRIPTION
 ME0416
 ME0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0416'1.9 MI N FROM NAPPANEE.
 ME0416'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0416'LIBRARY AT NAPPANEE, AT A BLACK TOP ROAD CROSSING, SET IN THE
 ME0416'NORTHWEST QUARTER OF THE INTERSECTION, 39 FEET WEST OF THE CENTER
 ME0416'LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE BLACK
 ME0416'TOP ROAD, 14 FEET SOUTHWEST OF A 12 INCH WILD CHERRY TREE, 6
 ME0416'FEET NORTH OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, 1 FOOT
 ME0416'EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 ME0416'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0416
 ME0416                          STATION RECOVERY (1968)
 ME0416
 ME0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ME0416'ABOUT 1.9 MILES NORTH ALONG S.R. 19 FROM THE PUBLIC LIBRARY AT
 ME0416'NAPPANEE AT A BLACK TOP ROAD CROSSING, SET IN THE NORTHWEST QUARTER
 ME0416'OF THE INTERSECTION 39 FT. WEST OF THE C/L OF THE HIGHWAY, 26 FT
 ME0416'NORTH OF THE C/L OF THE BLACK TOP ROAD, 6 FT. NORTH OF THE VERTICAL
 ME0416'RAILROAD RAIL FENCE CORNER POST, 1 FT. SOUTH OF A STEEL WITNESS POST,
 ME0416'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONC. POST PROJ.
 ME0416'6 INCHES.
 ME0416
 ME0416                          STATION RECOVERY (1988)
 ME0416
 ME0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0416'RECOVERED IN GOOD CONDITION.
 ME0416
 ME0416                          STATION RECOVERY (1995)
 ME0416
 ME0416'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1847 ***********************************************************************
 LA1847  DESIGNATION -  J 173
 LA1847  PID         -  LA1847
 LA1847  STATE/COUNTY-  IN/GRANT
 LA1847  COUNTRY     -  US
 LA1847  USGS QUAD   -  SOMERSET (2019)
 LA1847
 LA1847                         *CURRENT SURVEY CONTROL
 LA1847  ______________________________________________________________________
 LA1847* NAD 83(1986) POSITION- 40 38 19.     (N) 085 49 34.     (W)   SCALED
 LA1847* NAVD 88 ORTHO HEIGHT -   247.363 (meters)      811.56  (feet) ADJUSTED
 LA1847  ______________________________________________________________________
 LA1847  GEOID HEIGHT    -        -34.372 (meters)                     GEOID18
 LA1847  DYNAMIC HEIGHT  -        247.240 (meters)      811.15  (feet) COMP
 LA1847  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 LA1847
 LA1847  VERT ORDER      -  SECOND    CLASS 0
 LA1847
 LA1847.The horizontal coordinates were scaled from a map and have
 LA1847.an estimated accuracy of +/- 6 seconds.
 LA1847
 LA1847.The orthometric height was determined by differential leveling and
 LA1847.adjusted by the NATIONAL GEODETIC SURVEY
 LA1847.in June 1991.
 LA1847
 LA1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1847.GEOID18 height accuracy estimate available here.
 LA1847
 LA1847.Click photographs - Photos may exist for this station.
 LA1847
 LA1847.The dynamic height is computed by dividing the NAVD 88
 LA1847.geopotential number by the normal gravity value computed on the
 LA1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1847.degrees latitude (g = 980.6199 gals.).
 LA1847
 LA1847.The modeled gravity was interpolated from observed gravity values.
 LA1847
 LA1847;                    North         East    Units  Estimated Accuracy
 LA1847;SPC IN E     -   598,440.       86,510.      MT  (+/- 180 meters Scaled)
 LA1847
 LA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK992993(NAD 83)
 LA1847
 LA1847                          SUPERSEDED SURVEY CONTROL
 LA1847
 LA1847  NGVD 29 (??/??/92)  247.490  (m)          811.97   (f) ADJ UNCH    2 0
 LA1847
 LA1847.Superseded values are not recommended for survey control.
 LA1847
 LA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1847.See file dsdata.pdf to determine how the superseded data were derived.
 LA1847
 LA1847_MARKER: DB = BENCH MARK DISK
 LA1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1847_STAMPING: J 173 1946
 LA1847_MARK LOGO: CGS
 LA1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1847+STABILITY: SURFACE MOTION
 LA1847
 LA1847  HISTORY     - Date     Condition        Report By
 LA1847  HISTORY     - 1946     MONUMENTED       CGS
 LA1847
 LA1847                          STATION DESCRIPTION
 LA1847
 LA1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1847'2.2 MI S FROM MOUNT VERNON.
 LA1847'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE CROSSROADS
 LA1847'AT MOUNT VERNON, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LA1847'OF A GRAVEL CROSS ROAD, 40 FEET EAST OF THE CENTER LINE OF THE
 LA1847'HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1847'11 FEET SOUTH OF AN ANGLE IRON FENCE CORNER POST, 1 FOOT WEST OF
 LA1847'THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LA1847'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1619 ***********************************************************************
 LA1619  DESIGNATION -  J 174
 LA1619  PID         -  LA1619
 LA1619  STATE/COUNTY-  IN/GRANT
 LA1619  COUNTRY     -  US
 LA1619  USGS QUAD   -  LA FONTAINE (2019)
 LA1619
 LA1619                         *CURRENT SURVEY CONTROL
 LA1619  ______________________________________________________________________
 LA1619* NAD 83(1986) POSITION- 40 38 23.     (N) 085 41 42.     (W)   SCALED
 LA1619* NAVD 88 ORTHO HEIGHT -   247.365 (meters)      811.56  (feet) ADJUSTED
 LA1619  ______________________________________________________________________
 LA1619  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1619  DYNAMIC HEIGHT  -        247.242 (meters)      811.16  (feet) COMP
 LA1619  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 LA1619
 LA1619  VERT ORDER      -  FIRST     CLASS II
 LA1619
 LA1619.The horizontal coordinates were scaled from a map and have
 LA1619.an estimated accuracy of +/- 6 seconds.
 LA1619
 LA1619.The orthometric height was determined by differential leveling and
 LA1619.adjusted by the NATIONAL GEODETIC SURVEY
 LA1619.in June 1991.
 LA1619
 LA1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1619.GEOID18 height accuracy estimate available here.
 LA1619
 LA1619.Click photographs - Photos may exist for this station.
 LA1619
 LA1619.The dynamic height is computed by dividing the NAVD 88
 LA1619.geopotential number by the normal gravity value computed on the
 LA1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1619.degrees latitude (g = 980.6199 gals.).
 LA1619
 LA1619.The modeled gravity was interpolated from observed gravity values.
 LA1619
 LA1619;                    North         East    Units  Estimated Accuracy
 LA1619;SPC IN E     -   598,550.       97,600.      MT  (+/- 180 meters Scaled)
 LA1619
 LA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK103995(NAD 83)
 LA1619
 LA1619                          SUPERSEDED SURVEY CONTROL
 LA1619
 LA1619  NGVD 29 (??/??/92)  247.494  (m)          811.99   (f) ADJ UNCH    1 2
 LA1619
 LA1619.Superseded values are not recommended for survey control.
 LA1619
 LA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1619.See file dsdata.pdf to determine how the superseded data were derived.
 LA1619
 LA1619_MARKER: DB = BENCH MARK DISK
 LA1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1619_STAMPING: J 174 1946
 LA1619_MARK LOGO: CGS
 LA1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1619+STABILITY: SURFACE MOTION
 LA1619
 LA1619  HISTORY     - Date     Condition        Report By
 LA1619  HISTORY     - 1946     MONUMENTED       CGS
 LA1619  HISTORY     - 1961     GOOD             CGS
 LA1619
 LA1619                          STATION DESCRIPTION
 LA1619
 LA1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1619'3 MI SE FROM LA FONTAINE.
 LA1619'ABOUT 2.95 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1619'FROM THE STATION AT LA FONTAINE, AT FOX CROSSING, SET IN THE
 LA1619'NORTHWEST QUARTER OF THE CROSSING, 106 FEET SOUTH OF POLE 126/20,
 LA1619'45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 36 FEET
 LA1619'NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHWEST
 LA1619'OF A CONCRETE FENCE CORNER POST, 1.5 FEET NORTHEAST OF THE FENCE
 LA1619'LINE, ABOUT 1 FOOT BELOW THE TRACK, AND SET IN THE TOP OF A
 LA1619'CONCRETE POST PROJECTING 6 INCHES.
 LA1619
 LA1619                          STATION RECOVERY (1961)
 LA1619
 LA1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1798 ***********************************************************************
 LA1798  DESIGNATION -  J 175
 LA1798  PID         -  LA1798
 LA1798  STATE/COUNTY-  IN/WABASH
 LA1798  COUNTRY     -  US
 LA1798  USGS QUAD   -  SOMERSET (2019)
 LA1798
 LA1798                         *CURRENT SURVEY CONTROL
 LA1798  ______________________________________________________________________
 LA1798* NAD 83(1986) POSITION- 40 39 41.12   (N) 085 52 26.65   (W)   HD_HELD1
 LA1798* NAVD 88 ORTHO HEIGHT -   242.899 (meters)      796.91  (feet) ADJUSTED
 LA1798  ______________________________________________________________________
 LA1798  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 LA1798  DYNAMIC HEIGHT  -        242.779 (meters)      796.52  (feet) COMP
 LA1798  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LA1798
 LA1798  VERT ORDER      -  SECOND    CLASS 0
 LA1798
 LA1798.The horizontal coordinates were determined by differentially corrected
 LA1798.hand held GPS observations or other comparable positioning techniques
 LA1798.and have an estimated accuracy of +/- 3 meters.
 LA1798
 LA1798.The orthometric height was determined by differential leveling and
 LA1798.adjusted by the NATIONAL GEODETIC SURVEY
 LA1798.in June 1991.
 LA1798
 LA1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1798.GEOID18 height accuracy estimate available here.
 LA1798
 LA1798.Click photographs - Photos may exist for this station.
 LA1798
 LA1798.The dynamic height is computed by dividing the NAVD 88
 LA1798.geopotential number by the normal gravity value computed on the
 LA1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1798.degrees latitude (g = 980.6199 gals.).
 LA1798
 LA1798.The modeled gravity was interpolated from observed gravity values.
 LA1798
 LA1798;                    North         East    Units  Estimated Accuracy
 LA1798;SPC IN E     -   600,980.9      82,461.7     MT  (+/- 3 meters HH1 GPS) 
 LA1798
 LA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9517601782(NAD 83)
 LA1798
 LA1798                          SUPERSEDED SURVEY CONTROL
 LA1798
 LA1798  NGVD 29 (??/??/92)  243.025  (m)          797.32   (f) ADJ UNCH    2 0
 LA1798
 LA1798.Superseded values are not recommended for survey control.
 LA1798
 LA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1798.See file dsdata.pdf to determine how the superseded data were derived.
 LA1798
 LA1798_MARKER: DB = BENCH MARK DISK
 LA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1798_STAMPING: J 175 1946
 LA1798_MARK LOGO: CGS
 LA1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1798+STABILITY: SURFACE MOTION
 LA1798
 LA1798  HISTORY     - Date     Condition        Report By
 LA1798  HISTORY     - 1946     MONUMENTED       CGS
 LA1798
 LA1798                          STATION DESCRIPTION
 LA1798
 LA1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1798'1.5 MI W FROM SOMERSET.
 LA1798'ABOUT 1.5 MILES WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE
 LA1798'POST OFFICE AT SOMERSET, SET IN THE SOUTHEAST QUARTER OF THE
 LA1798'INTERSECTION OF STATE HIGHWAY 513, ABOUT 200 YARDS EAST AND
 LA1798'ACROSS THE INTERSECTION FROM A WHITE FARM HOUSE ON THE NORTH
 LA1798'SIDE OF THE TRAIL, 62 FEET EAST OF THE CENTER LINE OF THE
 LA1798'HIGHWAY, 38 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 18
 LA1798'FEET SOUTHWEST OF A FENCE CORNER, 1.3 FEET NORTHWEST OF THE
 LA1798'FENCE LINE, 3 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A
 LA1798'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1678 ***********************************************************************
 LA1678  DESIGNATION -  J 178
 LA1678  PID         -  LA1678
 LA1678  STATE/COUNTY-  IN/WABASH
 LA1678  COUNTRY     -  US
 LA1678  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1678
 LA1678                         *CURRENT SURVEY CONTROL
 LA1678  ______________________________________________________________________
 LA1678* NAD 83(1986) POSITION- 40 54 45.     (N) 085 49 51.     (W)   SCALED
 LA1678* NAVD 88 ORTHO HEIGHT -   236.704 (meters)      776.59  (feet) ADJUSTED
 LA1678  ______________________________________________________________________
 LA1678  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 LA1678  DYNAMIC HEIGHT  -        236.594 (meters)      776.23  (feet) COMP
 LA1678  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 LA1678
 LA1678  VERT ORDER      -  SECOND    CLASS 0
 LA1678
 LA1678.The horizontal coordinates were scaled from a map and have
 LA1678.an estimated accuracy of +/- 6 seconds.
 LA1678
 LA1678.The orthometric height was determined by differential leveling and
 LA1678.adjusted by the NATIONAL GEODETIC SURVEY
 LA1678.in June 1991.
 LA1678
 LA1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1678.GEOID18 height accuracy estimate available here.
 LA1678
 LA1678.Click photographs - Photos may exist for this station.
 LA1678
 LA1678.The dynamic height is computed by dividing the NAVD 88
 LA1678.geopotential number by the normal gravity value computed on the
 LA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1678.degrees latitude (g = 980.6199 gals.).
 LA1678
 LA1678.The modeled gravity was interpolated from observed gravity values.
 LA1678
 LA1678;                    North         East    Units  Estimated Accuracy
 LA1678;SPC IN E     -   628,850.       86,170.      MT  (+/- 180 meters Scaled)
 LA1678
 LA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984297(NAD 83)
 LA1678
 LA1678                          SUPERSEDED SURVEY CONTROL
 LA1678
 LA1678  NGVD 29 (??/??/92)  236.828  (m)          776.99   (f) ADJ UNCH    2 0
 LA1678
 LA1678.Superseded values are not recommended for survey control.
 LA1678
 LA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1678.See file dsdata.pdf to determine how the superseded data were derived.
 LA1678
 LA1678_MARKER: DB = BENCH MARK DISK
 LA1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1678_STAMPING: J 178 1946
 LA1678_MARK LOGO: CGS
 LA1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1678+STABILITY: SURFACE MOTION
 LA1678
 LA1678  HISTORY     - Date     Condition        Report By
 LA1678  HISTORY     - 1946     MONUMENTED       CGS
 LA1678
 LA1678                          STATION DESCRIPTION
 LA1678
 LA1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1678'3.1 MI NW FROM URBANA.
 LA1678'ABOUT 1.1 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL
 LA1678'BUILDING AT URBANA, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 16,
 LA1678'IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH ROAD INTERSECTION,
 LA1678'77 FEET EAST AND ACROSS THE NORTH-SOUTH ROAD FROM THE NORTHEAST
 LA1678'CORNER OF PURDYS TEXACO SERVICE STATION, 42 FEET EAST AND
 LA1678'ACROSS THE ROAD FROM A 36-INCH TREE, 34 FEET SOUTH OF THE CENTER
 LA1678'LINE OF THE HIGHWAAY, 20 FEET EAST OF THE CENTER LINE OF THE
 LA1678'NORTH-SOUTH ROAD, 1 FOOT WEST OF A 6-INCH CONCRETE CORNER FENCE
 LA1678'POST, 1 FOOT EAST OF TELEPHONE POLE NUMBER 940, ABOUT 0.5 FOOT
 LA1678'BELOW THE LEVEL OF THE CENTER OF THE INTERSECTION AND SET IN
 LA1678'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0429 ***********************************************************************
 ME0429  DESIGNATION -  J 179
 ME0429  PID         -  ME0429
 ME0429  STATE/COUNTY-  IN/FULTON
 ME0429  COUNTRY     -  US
 ME0429  USGS QUAD   -  AKRON (2019)
 ME0429
 ME0429                         *CURRENT SURVEY CONTROL
 ME0429  ______________________________________________________________________
 ME0429* NAD 83(1986) POSITION- 41 00 45.     (N) 086 01 25.     (W)   SCALED
 ME0429* NAVD 88 ORTHO HEIGHT -   266.985 (meters)      875.93  (feet) ADJUSTED
 ME0429  ______________________________________________________________________
 ME0429  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0429  DYNAMIC HEIGHT  -        266.865 (meters)      875.54  (feet) COMP
 ME0429  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 ME0429
 ME0429  VERT ORDER      -  SECOND    CLASS 0
 ME0429
 ME0429.The horizontal coordinates were scaled from a map and have
 ME0429.an estimated accuracy of +/- 6 seconds.
 ME0429
 ME0429.The orthometric height was determined by differential leveling and
 ME0429.adjusted by the NATIONAL GEODETIC SURVEY
 ME0429.in June 1991.
 ME0429
 ME0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0429.GEOID18 height accuracy estimate available here.
 ME0429
 ME0429.Click photographs - Photos may exist for this station.
 ME0429
 ME0429.The dynamic height is computed by dividing the NAVD 88
 ME0429.geopotential number by the normal gravity value computed on the
 ME0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0429.degrees latitude (g = 980.6199 gals.).
 ME0429
 ME0429.The modeled gravity was interpolated from observed gravity values.
 ME0429
 ME0429;                    North         East    Units  Estimated Accuracy
 ME0429;SPC IN E     -   640,010.       69,980.      MT  (+/- 180 meters Scaled)
 ME0429
 ME0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821406(NAD 83)
 ME0429
 ME0429                          SUPERSEDED SURVEY CONTROL
 ME0429
 ME0429  NGVD 29 (??/??/92)  267.107  (m)          876.33   (f) ADJ UNCH    2 0
 ME0429
 ME0429.Superseded values are not recommended for survey control.
 ME0429
 ME0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0429.See file dsdata.pdf to determine how the superseded data were derived.
 ME0429
 ME0429_MARKER: DB = BENCH MARK DISK
 ME0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0429_STAMPING: J 179 1946
 ME0429_MARK LOGO: CGS
 ME0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0429+STABILITY: SURFACE MOTION
 ME0429
 ME0429  HISTORY     - Date     Condition        Report By
 ME0429  HISTORY     - 1946     MONUMENTED       CGS
 ME0429  HISTORY     - 1989     GOOD             USPSQD
 ME0429  HISTORY     - 1990     GOOD             USPSQD
 ME0429
 ME0429                          STATION DESCRIPTION
 ME0429
 ME0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0429'1.8 MI S FROM AKRON.
 ME0429'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM ITS INTERSECTION
 ME0429'WITH STATE HIGHWAY 14 AT AKRON, ABOUT 0.45 MILE SOUTH OF THE
 ME0429'C.G. SMITH FARM, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 ME0429'OF AN EAST-WEST GRAVEL ROAD, 204 FEET NORTH-NORTHEAST OF A
 ME0429'WINDMILL WELL PUMP, 17 FEET WEST OF THE CENTER LINE OF THE
 ME0429'HIGHWAY, 51 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ME0429'2 FEET SOUTH OF A CORNER FENCE POST, ABOUT LEVEL WITH THE
 ME0429'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0429'INCHES.
 ME0429
 ME0429                          STATION RECOVERY (1989)
 ME0429
 ME0429'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0429'RECOVERED IN GOOD CONDITION.
 ME0429
 ME0429                          STATION RECOVERY (1990)
 ME0429
 ME0429'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0929 ***********************************************************************
 ME0929  DESIGNATION -  J 18
 ME0929  PID         -  ME0929
 ME0929  STATE/COUNTY-  IN/LAKE
 ME0929  COUNTRY     -  US
 ME0929  USGS QUAD   -  WHITING (2019)
 ME0929
 ME0929                         *CURRENT SURVEY CONTROL
 ME0929  ______________________________________________________________________
 ME0929* NAD 83(1986) POSITION- 41 40 35.     (N) 087 29 02.     (W)   SCALED
 ME0929* NAVD 88 ORTHO HEIGHT -   179.991 (meters)      590.52  (feet) ADJUSTED
 ME0929  ______________________________________________________________________
 ME0929  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 ME0929  DYNAMIC HEIGHT  -        179.927 (meters)      590.31  (feet) COMP
 ME0929  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 ME0929
 ME0929  VERT ORDER      -  FIRST     CLASS I
 ME0929
 ME0929.The horizontal coordinates were scaled from a map and have
 ME0929.an estimated accuracy of +/- 6 seconds.
 ME0929
 ME0929.The orthometric height was determined by differential leveling and
 ME0929.adjusted by the NATIONAL GEODETIC SURVEY
 ME0929.in June 1991.
 ME0929
 ME0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0929.GEOID18 height accuracy estimate available here.
 ME0929
 ME0929.Click photographs - Photos may exist for this station.
 ME0929
 ME0929.The dynamic height is computed by dividing the NAVD 88
 ME0929.geopotential number by the normal gravity value computed on the
 ME0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0929.degrees latitude (g = 980.6199 gals.).
 ME0929
 ME0929.The modeled gravity was interpolated from observed gravity values.
 ME0929
 ME0929;                    North         East    Units  Estimated Accuracy
 ME0929;SPC IN W     -   713,750.      866,650.      MT  (+/- 180 meters Scaled)
 ME0929
 ME0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM597139(NAD 83)
 ME0929
 ME0929                          SUPERSEDED SURVEY CONTROL
 ME0929
 ME0929  NGVD 29 (??/??/92)  180.099  (m)          590.87   (f) ADJ UNCH    1 1
 ME0929
 ME0929.Superseded values are not recommended for survey control.
 ME0929
 ME0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0929.See file dsdata.pdf to determine how the superseded data were derived.
 ME0929
 ME0929_MARKER: DB = BENCH MARK DISK
 ME0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0929_SP_SET: BUILDING
 ME0929_STAMPING: J 18 1934
 ME0929_MARK LOGO: CGS
 ME0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0929
 ME0929  HISTORY     - Date     Condition        Report By
 ME0929  HISTORY     - 1934     MONUMENTED       CGS
 ME0929  HISTORY     - 1968     GOOD             CGS
 ME0929  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME0929
 ME0929                          STATION DESCRIPTION
 ME0929
 ME0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0929'AT WHITING.
 ME0929'AT WHITING, ALONG THE PENN CENTRAL RAILROAD, ABOUT 0.15 MILE
 ME0929'SOUTHEAST OF THE CROSSING OF FRONT STREET, SET VERTICALLY IN
 ME0929'THE NORTHEAST FACE AND NEAR THE NORTH CORNER OF THE MICHIGAN
 ME0929'INDUSTRIAL HARDWOOD LUMBER COMPANY BLDG, (FORMERLY THE NYCRR
 ME0929'FREIGHT STATION), 69 FEET SOUTHWEST OF AND ACROSS ONE SIDE
 ME0929'TRACK FROM THE SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK, 3.3
 ME0929'FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, 3.6 FEET
 ME0929'ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE
 ME0929'TRACK.
 ME0929
 ME0929                          STATION RECOVERY (1992)
 ME0929
 ME0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0929'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1687 ***********************************************************************
 LA1687  DESIGNATION -  J 180
 LA1687  PID         -  LA1687
 LA1687  STATE/COUNTY-  IN/MIAMI
 LA1687  COUNTRY     -  US
 LA1687  USGS QUAD   -  ROANN (2019)
 LA1687
 LA1687                         *CURRENT SURVEY CONTROL
 LA1687  ______________________________________________________________________
 LA1687* NAD 83(1986) POSITION- 40 54 48.     (N) 085 58 57.     (W)   SCALED
 LA1687* NAVD 88 ORTHO HEIGHT -   244.300 (meters)      801.51  (feet) ADJUSTED
 LA1687  ______________________________________________________________________
 LA1687  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LA1687  DYNAMIC HEIGHT  -        244.187 (meters)      801.14  (feet) COMP
 LA1687  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 LA1687
 LA1687  VERT ORDER      -  SECOND    CLASS 0
 LA1687
 LA1687.The horizontal coordinates were scaled from a map and have
 LA1687.an estimated accuracy of +/- 6 seconds.
 LA1687
 LA1687.The orthometric height was determined by differential leveling and
 LA1687.adjusted by the NATIONAL GEODETIC SURVEY
 LA1687.in June 1991.
 LA1687
 LA1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1687.GEOID18 height accuracy estimate available here.
 LA1687
 LA1687.Click photographs - Photos may exist for this station.
 LA1687
 LA1687.The dynamic height is computed by dividing the NAVD 88
 LA1687.geopotential number by the normal gravity value computed on the
 LA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1687.degrees latitude (g = 980.6199 gals.).
 LA1687
 LA1687.The modeled gravity was interpolated from observed gravity values.
 LA1687
 LA1687;                    North         East    Units  Estimated Accuracy
 LA1687;SPC IN E     -   628,980.       73,390.      MT  (+/- 180 meters Scaled)
 LA1687
 LA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856296(NAD 83)
 LA1687
 LA1687                          SUPERSEDED SURVEY CONTROL
 LA1687
 LA1687  NGVD 29 (??/??/92)  244.422  (m)          801.91   (f) ADJ UNCH    2 0
 LA1687
 LA1687.Superseded values are not recommended for survey control.
 LA1687
 LA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1687.See file dsdata.pdf to determine how the superseded data were derived.
 LA1687
 LA1687_MARKER: DB = BENCH MARK DISK
 LA1687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1687_SP_SET: FENCE POST
 LA1687_STAMPING: J 180 1946
 LA1687_MARK LOGO: CGS
 LA1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1687
 LA1687  HISTORY     - Date     Condition        Report By
 LA1687  HISTORY     - 1946     MONUMENTED       CGS
 LA1687  HISTORY     - 1960     GOOD             USGS
 LA1687
 LA1687                          STATION DESCRIPTION
 LA1687
 LA1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1687'3.1 MI W FROM ROANN.
 LA1687'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE CROSSROADS
 LA1687'AT ROANN, AT THE JUNCTION OF A GRAVEL ROAD NORTH, AND ABOUT 114
 LA1687'FEET EAST OF THE EXTENDED CENTER LINE OF THE JUNCTION OF A GRAVEL
 LA1687'ROAD SOUTH, SET VERTICALLY IN THE EAST FACE OF AN 18 BY 18
 LA1687'INCH CONCRETE FENCE CORNER POST, 26 FEET NORTH OF THE CENTER
 LA1687'LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE ROAD
 LA1687'NORTH, AND 3 FEET ABOVE THE GROUND.  NOTE-- THE 18 BY 18 INCH
 LA1687'CONCRETE FENCE CORNER POST HAS BEEN TILTED IN A WESTWARD
 LA1687'DIRECTION, CAUSING THE BOTTOM OF THE POST TO RAISE ABOUT 2 INCHES
 LA1687'FROM THE GROUND.  NOTE-- USE WITH CAUTION.
 LA1687
 LA1687                          STATION RECOVERY (1960)
 LA1687
 LA1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0187 ***********************************************************************
 LB0187  DESIGNATION -  J 181
 LB0187  PID         -  LB0187
 LB0187  STATE/COUNTY-  IN/FULTON
 LB0187  COUNTRY     -  US
 LB0187  USGS QUAD   -  FULTON (2019)
 LB0187
 LB0187                         *CURRENT SURVEY CONTROL
 LB0187  ______________________________________________________________________
 LB0187* NAD 83(1986) POSITION- 40 56 45.     (N) 086 22 28.     (W)   SCALED
 LB0187* NAVD 88 ORTHO HEIGHT -   241.021 (meters)      790.75  (feet) ADJUSTED
 LB0187  ______________________________________________________________________
 LB0187  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB0187  DYNAMIC HEIGHT  -        240.916 (meters)      790.41  (feet) COMP
 LB0187  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 LB0187
 LB0187  VERT ORDER      -  SECOND    CLASS 0
 LB0187
 LB0187.The horizontal coordinates were scaled from a map and have
 LB0187.an estimated accuracy of +/- 6 seconds.
 LB0187
 LB0187.The orthometric height was determined by differential leveling and
 LB0187.adjusted by the NATIONAL GEODETIC SURVEY
 LB0187.in June 1991.
 LB0187
 LB0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0187.GEOID18 height accuracy estimate available here.
 LB0187
 LB0187.Click photographs - Photos may exist for this station.
 LB0187
 LB0187.The dynamic height is computed by dividing the NAVD 88
 LB0187.geopotential number by the normal gravity value computed on the
 LB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0187.degrees latitude (g = 980.6199 gals.).
 LB0187
 LB0187.The modeled gravity was interpolated from observed gravity values.
 LB0187
 LB0187;                    North         East    Units  Estimated Accuracy
 LB0187;SPC IN E     -   632,780.       40,400.      MT  (+/- 180 meters Scaled)
 LB0187
 LB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL526329(NAD 83)
 LB0187
 LB0187                          SUPERSEDED SURVEY CONTROL
 LB0187
 LB0187  NGVD 29 (??/??/92)  241.141  (m)          791.14   (f) ADJ UNCH    2 0
 LB0187
 LB0187.Superseded values are not recommended for survey control.
 LB0187
 LB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0187.See file dsdata.pdf to determine how the superseded data were derived.
 LB0187
 LB0187_MARKER: DB = BENCH MARK DISK
 LB0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0187_STAMPING: J 181 1946
 LB0187_MARK LOGO: CGS
 LB0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0187+STABILITY: SURFACE MOTION
 LB0187
 LB0187  HISTORY     - Date     Condition        Report By
 LB0187  HISTORY     - 1946     MONUMENTED       CGS
 LB0187  HISTORY     - 1989     GOOD             USPSQD
 LB0187  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0187
 LB0187                          STATION DESCRIPTION
 LB0187
 LB0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0187'2.2 MI W FROM BLUEGRASS.
 LB0187'ABOUT 2.15 MILES WEST ALONG A GRAVEL ROAD LEADING TO GRASSCREEK
 LB0187'FROM THE B.F. COOK STORE AT BLUEGRASS, ABOUT 1.65 MILE EAST ALONG
 LB0187'STATE HIGHWAY 17, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD FROM
 LB0187'THE PENNSYLVANIA RAILROAD STATION AT GRASSCREEK, AT THE RUSSEL
 LB0187'POENIX FARM, 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN,
 LB0187'76 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED,
 LB0187'37 FEET EAST OF A POWER POLE WITH A TRANSFORMER, ABOUT IN LINE
 LB0187'WITH THE ROW OF POLES, 16 FEET NORTH OF THE CENTER LINE OF THE
 LB0187'ROAD, 14 FEET EAST SOUTHEAST OF A 6 INCH WALNUT TREE, ABOUT LEVEL
 LB0187'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0187'6 INCHES.
 LB0187
 LB0187                          STATION RECOVERY (1989)
 LB0187
 LB0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0187'RECOVERED IN GOOD CONDITION.
 LB0187
 LB0187                          STATION RECOVERY (1992)
 LB0187
 LB0187'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1022 ***********************************************************************
 MD1022  DESIGNATION -  J 182
 MD1022  PID         -  MD1022
 MD1022  STATE/COUNTY-  IN/WABASH
 MD1022  COUNTRY     -  US
 MD1022  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1022
 MD1022                         *CURRENT SURVEY CONTROL
 MD1022  ______________________________________________________________________
 MD1022* NAD 83(1986) POSITION- 41 01 06.     (N) 085 47 42.     (W)   SCALED
 MD1022* NAVD 88 ORTHO HEIGHT -   243.395 (meters)      798.54  (feet) ADJUSTED
 MD1022  ______________________________________________________________________
 MD1022  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 MD1022  DYNAMIC HEIGHT  -        243.285 (meters)      798.18  (feet) COMP
 MD1022  MODELED GRAVITY -    980,164.6   (mgal)                       NAVD 88
 MD1022
 MD1022  VERT ORDER      -  FIRST     CLASS II
 MD1022
 MD1022.The horizontal coordinates were scaled from a map and have
 MD1022.an estimated accuracy of +/- 6 seconds.
 MD1022
 MD1022.The orthometric height was determined by differential leveling and
 MD1022.adjusted by the NATIONAL GEODETIC SURVEY
 MD1022.in June 1991.
 MD1022
 MD1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1022.GEOID18 height accuracy estimate available here.
 MD1022
 MD1022.Click photographs - Photos may exist for this station.
 MD1022
 MD1022.The dynamic height is computed by dividing the NAVD 88
 MD1022.geopotential number by the normal gravity value computed on the
 MD1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1022.degrees latitude (g = 980.6199 gals.).
 MD1022
 MD1022.The modeled gravity was interpolated from observed gravity values.
 MD1022
 MD1022;                    North         East    Units  Estimated Accuracy
 MD1022;SPC IN E     -   640,600.       89,210.      MT  (+/- 180 meters Scaled)
 MD1022
 MD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL013414(NAD 83)
 MD1022
 MD1022                          SUPERSEDED SURVEY CONTROL
 MD1022
 MD1022  NGVD 29 (??/??/92)  243.522  (m)          798.96   (f) ADJ UNCH    1 2
 MD1022
 MD1022.Superseded values are not recommended for survey control.
 MD1022
 MD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1022.See file dsdata.pdf to determine how the superseded data were derived.
 MD1022
 MD1022_MARKER: DB = BENCH MARK DISK
 MD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1022_STAMPING: J 182 1946
 MD1022_MARK LOGO: CGS
 MD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1022+STABILITY: SURFACE MOTION
 MD1022
 MD1022  HISTORY     - Date     Condition        Report By
 MD1022  HISTORY     - 1946     MONUMENTED       CGS
 MD1022  HISTORY     - 20050114 MARK NOT FOUND   INDIV
 MD1022
 MD1022                          STATION DESCRIPTION
 MD1022
 MD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1022'1.6 MI N FROM NORTH MANCHESTER.
 MD1022'1.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1022'STATION AT NORTH MANCHESTER, ABOUT 200 YARDS SOUTHEAST OF CULVERT
 MD1022'NO. 211, AT A PAVED ROAD CROSSING, 89 FEET SOUTHWEST AND ACROSS
 MD1022'THE TRACK FROM THE SECOND POLE SOUTHEAST OF POLE NO. 97/20, 46
 MD1022'FEET SOUTHEAST OF THE CROSSING WARNING SIGN, 44 FEET SOUTHWEST
 MD1022'OF THE SOUTHWEST RAIL, 42 FEET EAST OF THE CENTER LINE OF THE
 MD1022'ROAD, 14 FEET SOUTHEAST OF A 6 INCH CORNER FENCE POST, 2 FEET
 MD1022'NORTHEAST OF THE FENCE LINE, ABOUT LEVEL WITH THE CROSSING, AND
 MD1022'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MD1022
 MD1022                          STATION RECOVERY (2005)
 MD1022
 MD1022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1313 ***********************************************************************
 LA1313  DESIGNATION -  J 185
 LA1313  PID         -  LA1313
 LA1313  STATE/COUNTY-  IN/MADISON
 LA1313  COUNTRY     -  US
 LA1313  USGS QUAD   -  ALEXANDRIA (2019)
 LA1313
 LA1313                         *CURRENT SURVEY CONTROL
 LA1313  ______________________________________________________________________
 LA1313* NAD 83(1986) POSITION- 40 21 30.     (N) 085 38 41.     (W)   SCALED
 LA1313* NAVD 88 ORTHO HEIGHT -   268.802 (meters)      881.89  (feet) ADJUSTED
 LA1313  ______________________________________________________________________
 LA1313  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 LA1313  DYNAMIC HEIGHT  -        268.663 (meters)      881.44  (feet) COMP
 LA1313  MODELED GRAVITY -    980,101.9   (mgal)                       NAVD 88
 LA1313
 LA1313  VERT ORDER      -  SECOND    CLASS II
 LA1313
 LA1313.The horizontal coordinates were scaled from a map and have
 LA1313.an estimated accuracy of +/- 6 seconds.
 LA1313
 LA1313.The orthometric height was determined by differential leveling and
 LA1313.adjusted by the NATIONAL GEODETIC SURVEY
 LA1313.in October 2018.
 LA1313
 LA1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1313.GEOID18 height accuracy estimate available here.
 LA1313
 LA1313.Click photographs - Photos may exist for this station.
 LA1313
 LA1313.The dynamic height is computed by dividing the NAVD 88
 LA1313.geopotential number by the normal gravity value computed on the
 LA1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1313.degrees latitude (g = 980.6199 gals.).
 LA1313
 LA1313.The modeled gravity was interpolated from observed gravity values.
 LA1313
 LA1313;                    North         East    Units  Estimated Accuracy
 LA1313;SPC IN E     -   567,310.      101,860.      MT  (+/- 180 meters Scaled)
 LA1313
 LA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150684(NAD 83)
 LA1313
 LA1313                          SUPERSEDED SURVEY CONTROL
 LA1313
 LA1313  NAVD 88 (06/15/91)  268.762  (m)          881.76   (f) SUPERSEDED  1 2
 LA1313  NGVD 29 (??/??/92)  268.903  (m)          882.23   (f) ADJ UNCH    1 2
 LA1313
 LA1313.Superseded values are not recommended for survey control.
 LA1313
 LA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1313.See file dsdata.pdf to determine how the superseded data were derived.
 LA1313
 LA1313_MARKER: DB = BENCH MARK DISK
 LA1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1313_SP_SET: ABUTMENT
 LA1313_STAMPING: J 185 1946
 LA1313_MARK LOGO: CGS
 LA1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1313+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2018
 LA1313
 LA1313  HISTORY     - Date     Condition        Report By
 LA1313  HISTORY     - 1946     MONUMENTED       CGS
 LA1313  HISTORY     - 20180829 GOOD             INDOT
 LA1313
 LA1313                          STATION DESCRIPTION
 LA1313
 LA1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1313'1.2 MI N FROM SUMMITVILLE.
 LA1313'ABOUT 1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1313'THE STATION AT SUMMITVILLE, ABOUT 100 YARDS NORTH OF A PRIVATE
 LA1313'ROAD CROSSING, SET IN THE TOP OF THE WEST END OF THE NORTH
 LA1313'CONCRETE ABUTMENT OF A 6 FOOT CONCRETE BRIDGE, 95 FEET SOUTHWEST
 LA1313'AND ACROSS THE TRACK FROM A W SIGN POST, 10 FEET WEST OF THE
 LA1313'WEST RAIL, 1 FOOT WEST OF THE HEAD WALL OF THE BRIDGE, ABOUT 2
 LA1313'FEET BELOW THE TRACK.  NOTE-- W POST MEANS WHISTLE POST.
 LA1313
 LA1313                          STATION RECOVERY (2018)
 LA1313
 LA1313'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 LA1313'RECOVERED AS DESCRIBED.
 LA1313'
 LA1313'NOTE-THE ROAD CROSSING REFERRED TO IN THE HISTORIC DESCRIPTION IS
 LA1313'COUNTY ROAD 1750 NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1091 ***********************************************************************
 MD1091  DESIGNATION -  J 186
 MD1091  PID         -  MD1091
 MD1091  STATE/COUNTY-  IN/WHITLEY
 MD1091  COUNTRY     -  US
 MD1091  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1091
 MD1091                         *CURRENT SURVEY CONTROL
 MD1091  ______________________________________________________________________
 MD1091* NAD 83(1986) POSITION- 41 04 32.     (N) 085 36 11.     (W)   SCALED
 MD1091* NAVD 88 ORTHO HEIGHT -   250.070 (meters)      820.44  (feet) ADJUSTED
 MD1091  ______________________________________________________________________
 MD1091  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 MD1091  DYNAMIC HEIGHT  -        249.961 (meters)      820.08  (feet) COMP
 MD1091  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 MD1091
 MD1091  VERT ORDER      -  SECOND    CLASS 0
 MD1091
 MD1091.The horizontal coordinates were scaled from a map and have
 MD1091.an estimated accuracy of +/- 6 seconds.
 MD1091
 MD1091.The orthometric height was determined by differential leveling and
 MD1091.adjusted by the NATIONAL GEODETIC SURVEY
 MD1091.in June 1991.
 MD1091
 MD1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1091.GEOID18 height accuracy estimate available here.
 MD1091
 MD1091.Click photographs - Photos may exist for this station.
 MD1091
 MD1091.The dynamic height is computed by dividing the NAVD 88
 MD1091.geopotential number by the normal gravity value computed on the
 MD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1091.degrees latitude (g = 980.6199 gals.).
 MD1091
 MD1091.The modeled gravity was interpolated from observed gravity values.
 MD1091
 MD1091;                    North         East    Units  Estimated Accuracy
 MD1091;SPC IN E     -   646,950.      105,350.      MT  (+/- 180 meters Scaled)
 MD1091
 MD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL173480(NAD 83)
 MD1091
 MD1091                          SUPERSEDED SURVEY CONTROL
 MD1091
 MD1091  NGVD 29 (??/??/92)  250.205  (m)          820.88   (f) ADJ UNCH    2 0
 MD1091
 MD1091.Superseded values are not recommended for survey control.
 MD1091
 MD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1091.See file dsdata.pdf to determine how the superseded data were derived.
 MD1091
 MD1091_MARKER: DB = BENCH MARK DISK
 MD1091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1091_SP_SET: BOX CULVERT HEADWALL
 MD1091_STAMPING: J 186 1946
 MD1091_MARK LOGO: CGS
 MD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1091+STABILITY: SURFACE MOTION
 MD1091
 MD1091  HISTORY     - Date     Condition        Report By
 MD1091  HISTORY     - 1946     MONUMENTED       CGS
 MD1091  HISTORY     - 1961     GOOD             CGS
 MD1091
 MD1091                          STATION DESCRIPTION
 MD1091
 MD1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1091'1.5 MI ESE FROM SOUTH WHITLEY.
 MD1091'ABOUT 0.65 MILE SE ALONG NOS. 5 AND 14 INDIANA HIGHWAYS FROM
 MD1091'THEIR JUNCTION AT THE S END OF STATE STREET (AT EEL RIVER BRIDGE)
 MD1091'IN SOUTH WHITLEY, THENCE 1.0 MILES E ALONG NO. 14 TO MARK ON
 MD1091'LEFT, ABOUT 0.15 MILE E OF HWY. T-INTERSECTION WITH NO. 600 W
 MD1091'COUNTY ROAD, 23 FEET N OF CENTER LINE OF 20-FOOT ASPHALT HWY.
 MD1091'PAVEMENT, 0.7 FEET LOWER THAN SAME, IN A DRILL HOLE ONE FOOT E
 MD1091'OF THE W END OF HEADWALL OF 3-FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1721 ***********************************************************************
 LA1721  DESIGNATION -  J 187
 LA1721  PID         -  LA1721
 LA1721  STATE/COUNTY-  IN/HUNTINGTON
 LA1721  COUNTRY     -  US
 LA1721  USGS QUAD   -  BIPPUS (2019)
 LA1721
 LA1721                         *CURRENT SURVEY CONTROL
 LA1721  ______________________________________________________________________
 LA1721* NAD 83(1986) POSITION- 40 54 02.     (N) 085 37 21.     (W)   SCALED
 LA1721* NAVD 88 ORTHO HEIGHT -   242.260 (meters)      794.81  (feet) ADJUSTED
 LA1721  ______________________________________________________________________
 LA1721  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 LA1721  DYNAMIC HEIGHT  -        242.146 (meters)      794.44  (feet) COMP
 LA1721  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 LA1721
 LA1721  VERT ORDER      -  SECOND    CLASS 0
 LA1721
 LA1721.The horizontal coordinates were scaled from a map and have
 LA1721.an estimated accuracy of +/- 6 seconds.
 LA1721
 LA1721.The orthometric height was determined by differential leveling and
 LA1721.adjusted by the NATIONAL GEODETIC SURVEY
 LA1721.in June 1991.
 LA1721
 LA1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1721.GEOID18 height accuracy estimate available here.
 LA1721
 LA1721.Click photographs - Photos may exist for this station.
 LA1721
 LA1721.The dynamic height is computed by dividing the NAVD 88
 LA1721.geopotential number by the normal gravity value computed on the
 LA1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1721.degrees latitude (g = 980.6199 gals.).
 LA1721
 LA1721.The modeled gravity was interpolated from observed gravity values.
 LA1721
 LA1721;                    North         East    Units  Estimated Accuracy
 LA1721;SPC IN E     -   627,520.      103,720.      MT  (+/- 180 meters Scaled)
 LA1721
 LA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL160286(NAD 83)
 LA1721
 LA1721                          SUPERSEDED SURVEY CONTROL
 LA1721
 LA1721  NGVD 29 (??/??/92)  242.387  (m)          795.23   (f) ADJ UNCH    2 0
 LA1721
 LA1721.Superseded values are not recommended for survey control.
 LA1721
 LA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1721.See file dsdata.pdf to determine how the superseded data were derived.
 LA1721
 LA1721_MARKER: DB = BENCH MARK DISK
 LA1721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1721_SP_SET: BOX CULVERT
 LA1721_STAMPING: J 187 1946
 LA1721_MARK LOGO: CGS
 LA1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1721+STABILITY: SURFACE MOTION
 LA1721
 LA1721  HISTORY     - Date     Condition        Report By
 LA1721  HISTORY     - 1946     MONUMENTED       CGS
 LA1721
 LA1721                          STATION DESCRIPTION
 LA1721
 LA1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1721'3.1 MI S FROM BIPPUS.
 LA1721'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1721'RAILROAD STATION AT BIPPUS, IN THE NORTHWEST QUARTER OF A GRAVEL
 LA1721'ROAD INTERSECTION, SET IN THE TOP OF THE NORTH END OF THE WEST
 LA1721'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 120 FEET NORTH OF THE
 LA1721'CENTER OF THE INTERSECTION, 15 FEET WEST OF THE CENTER LINE OF THE
 LA1721'HIGHWAY, 2 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT
 LA1721'LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS ABOUT 3.8 MILES
 LA1721'NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT ANDREWS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0890 ***********************************************************************
 LA0890  DESIGNATION -  J 188
 LA0890  PID         -  LA0890
 LA0890  STATE/COUNTY-  IN/HUNTINGTON
 LA0890  COUNTRY     -  US
 LA0890  USGS QUAD   -  HUNTINGTON (2019)
 LA0890
 LA0890                         *CURRENT SURVEY CONTROL
 LA0890  ______________________________________________________________________
 LA0890* NAD 83(1986) POSITION- 40 53 48.     (N) 085 28 10.     (W)   SCALED
 LA0890* NAVD 88 ORTHO HEIGHT -   228.560 (meters)      749.87  (feet) ADJUSTED
 LA0890  ______________________________________________________________________
 LA0890  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 LA0890  DYNAMIC HEIGHT  -        228.453 (meters)      749.52  (feet) COMP
 LA0890  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 LA0890
 LA0890  VERT ORDER      -  SECOND    CLASS 0
 LA0890
 LA0890.The horizontal coordinates were scaled from a map and have
 LA0890.an estimated accuracy of +/- 6 seconds.
 LA0890
 LA0890.The orthometric height was determined by differential leveling and
 LA0890.adjusted by the NATIONAL GEODETIC SURVEY
 LA0890.in June 1991.
 LA0890
 LA0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0890.GEOID18 height accuracy estimate available here.
 LA0890
 LA0890.Click photographs - Photos may exist for this station.
 LA0890
 LA0890.The dynamic height is computed by dividing the NAVD 88
 LA0890.geopotential number by the normal gravity value computed on the
 LA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0890.degrees latitude (g = 980.6199 gals.).
 LA0890
 LA0890.The modeled gravity was interpolated from observed gravity values.
 LA0890
 LA0890;                    North         East    Units  Estimated Accuracy
 LA0890;SPC IN E     -   627,100.      116,620.      MT  (+/- 180 meters Scaled)
 LA0890
 LA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289284(NAD 83)
 LA0890
 LA0890                          SUPERSEDED SURVEY CONTROL
 LA0890
 LA0890  NGVD 29 (??/??/92)  228.699  (m)          750.32   (f) ADJ UNCH    2 0
 LA0890
 LA0890.Superseded values are not recommended for survey control.
 LA0890
 LA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0890.See file dsdata.pdf to determine how the superseded data were derived.
 LA0890
 LA0890_MARKER: DB = BENCH MARK DISK
 LA0890_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0890_SP_SET: BOX CULVERT HEADWALL
 LA0890_STAMPING: J 188 1946
 LA0890_MARK LOGO: CGS
 LA0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0890+STABILITY: SURFACE MOTION
 LA0890
 LA0890  HISTORY     - Date     Condition        Report By
 LA0890  HISTORY     - 1946     MONUMENTED       CGS
 LA0890
 LA0890                          STATION DESCRIPTION
 LA0890
 LA0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0890'2.1 MI NE FROM HUNTINGTON.
 LA0890'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE COUNTY
 LA0890'COURT HOUSE AT HUNTINGTON, IN THE EAST END OF THE NORTH HEADWALL
 LA0890'OF A 4-FOOT CONCRETE BOX CULVERT, 80 FEET WEST OF THE CENTER LINE
 LA0890'OF A GRAVEL DRIVEWAY LEADING NORTH TO A SHEET-METAL BUILDING,
 LA0890'30 FEET NORTH OF THE CENTER LINE OF THE NORTH LANE OF THE
 LA0890'HIGHWAY, 1.6 FEET WEST OF THE EAST END OF THE HEADWALL AND ABOUT
 LA0890'2 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0785 ***********************************************************************
 LA0785  DESIGNATION -  J 189
 LA0785  PID         -  LA0785
 LA0785  STATE/COUNTY-  IN/ALLEN
 LA0785  COUNTRY     -  US
 LA0785  USGS QUAD   -  OSSIAN (2019)
 LA0785
 LA0785                         *CURRENT SURVEY CONTROL
 LA0785  ______________________________________________________________________
 LA0785* NAD 83(1986) POSITION- 40 59 20.     (N) 085 11 17.     (W)   SCALED
 LA0785* NAVD 88 ORTHO HEIGHT -   242.862 (meters)      796.79  (feet) ADJUSTED
 LA0785  ______________________________________________________________________
 LA0785  GEOID HEIGHT    -        -33.268 (meters)                     GEOID18
 LA0785  DYNAMIC HEIGHT  -        242.760 (meters)      796.46  (feet) COMP
 LA0785  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 LA0785
 LA0785  VERT ORDER      -  SECOND    CLASS 0
 LA0785
 LA0785.This mark is at Fort Wayne Int'l Airport (FWA)
 LA0785
 LA0785.The horizontal coordinates were scaled from a map and have
 LA0785.an estimated accuracy of +/- 6 seconds.
 LA0785
 LA0785.The orthometric height was determined by differential leveling and
 LA0785.adjusted by the NATIONAL GEODETIC SURVEY
 LA0785.in June 1991.
 LA0785
 LA0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0785.GEOID18 height accuracy estimate available here.
 LA0785
 LA0785.Click photographs - Photos may exist for this station.
 LA0785
 LA0785.The dynamic height is computed by dividing the NAVD 88
 LA0785.geopotential number by the normal gravity value computed on the
 LA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0785.degrees latitude (g = 980.6199 gals.).
 LA0785
 LA0785.The modeled gravity was interpolated from observed gravity values.
 LA0785
 LA0785;                    North         East    Units  Estimated Accuracy
 LA0785;SPC IN E     -   637,440.      140,270.      MT  (+/- 180 meters Scaled)
 LA0785
 LA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL524391(NAD 83)
 LA0785
 LA0785                          SUPERSEDED SURVEY CONTROL
 LA0785
 LA0785  NGVD 29 (??/??/92)  243.015  (m)          797.29   (f) ADJ UNCH    2 0
 LA0785
 LA0785.Superseded values are not recommended for survey control.
 LA0785
 LA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0785.See file dsdata.pdf to determine how the superseded data were derived.
 LA0785
 LA0785_MARKER: DB = BENCH MARK DISK
 LA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0785_STAMPING: J 189 1946
 LA0785_MARK LOGO: CGS
 LA0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0785+STABILITY: SURFACE MOTION
 LA0785
 LA0785  HISTORY     - Date     Condition        Report By
 LA0785  HISTORY     - 1946     MONUMENTED       CGS
 LA0785  HISTORY     - 1955     GOOD             CGS
 LA0785  HISTORY     - 1970     GOOD             NGS
 LA0785
 LA0785                          STATION DESCRIPTION
 LA0785
 LA0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LA0785'2.5 MI SW FROM WAYNEDALE.
 LA0785'2.5 MILES SOUTHWEST OF WAYNEDALE, ALLEN COUNTY, AT BAER FIELD,
 LA0785'FORT WAYNE MUNICIPAL AIRPORT, 0.1 MILE NORTHEAST OF THE CONTROL
 LA0785'TOWER AND TERMINAL BUILDIONG, 328 FEET EAST OF THE CENTERLINE
 LA0785'OF 7TH STREET, 30 FEET SOUTH OF THE CENTERLINE OF A STREET, AND
 LA0785'79 FEET NORTHWEST OF THE NORTHWEST CORNER OF WAREHOUSE NO. 69.
 LA0785'A STANDARD DISK, STAMPED J 189 1946 AND SET IN THE TOP OF A
 LA0785'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LA0785
 LA0785                          STATION RECOVERY (1970)
 LA0785
 LA0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0899 ***********************************************************************
 ME0899  DESIGNATION -  J 19
 ME0899  PID         -  ME0899
 ME0899  STATE/COUNTY-  IN/LA PORTE
 ME0899  COUNTRY     -  US
 ME0899  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0899
 ME0899                         *CURRENT SURVEY CONTROL
 ME0899  ______________________________________________________________________
 ME0899* NAD 83(1986) POSITION- 41 40 17.     (N) 086 45 46.     (W)   SCALED
 ME0899* NAVD 88 ORTHO HEIGHT -   240.371 (meters)      788.62  (feet) ADJUSTED
 ME0899  ______________________________________________________________________
 ME0899  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 ME0899  DYNAMIC HEIGHT  -        240.278 (meters)      788.31  (feet) COMP
 ME0899  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 ME0899
 ME0899  VERT ORDER      -  SECOND    CLASS 0
 ME0899
 ME0899.The horizontal coordinates were scaled from a map and have
 ME0899.an estimated accuracy of +/- 6 seconds.
 ME0899
 ME0899.The orthometric height was determined by differential leveling and
 ME0899.adjusted by the NATIONAL GEODETIC SURVEY
 ME0899.in June 1991.
 ME0899
 ME0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0899.GEOID18 height accuracy estimate available here.
 ME0899
 ME0899.Click photographs - Photos may exist for this station.
 ME0899
 ME0899.The dynamic height is computed by dividing the NAVD 88
 ME0899.geopotential number by the normal gravity value computed on the
 ME0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0899.degrees latitude (g = 980.6199 gals.).
 ME0899
 ME0899.The modeled gravity was interpolated from observed gravity values.
 ME0899
 ME0899;                    North         East    Units  Estimated Accuracy
 ME0899;SPC IN W     -   713,170.      926,690.      MT  (+/- 180 meters Scaled)
 ME0899
 ME0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM197133(NAD 83)
 ME0899
 ME0899                          SUPERSEDED SURVEY CONTROL
 ME0899
 ME0899  NGVD 29 (??/??/92)  240.474  (m)          788.96   (f) ADJ UNCH    2 0
 ME0899
 ME0899.Superseded values are not recommended for survey control.
 ME0899
 ME0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0899.See file dsdata.pdf to determine how the superseded data were derived.
 ME0899
 ME0899_MARKER: DB = BENCH MARK DISK
 ME0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0899_SP_SET: BRIDGE STEP
 ME0899_STAMPING: J 19 1934
 ME0899_MARK LOGO: CGS
 ME0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0899
 ME0899  HISTORY     - Date     Condition        Report By
 ME0899  HISTORY     - 1934     MONUMENTED       CGS
 ME0899  HISTORY     - 1946     GOOD             CGS
 ME0899
 ME0899                          STATION DESCRIPTION
 ME0899
 ME0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0899'4.4 MI NW FROM LA PORTE.
 ME0899'4.4 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 ME0899'RAILROAD FROM THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD AT
 ME0899'LA PORTE, LA PORTE COUNTY, 0.1 MILE NORTHWEST OF MILEPOST M 8,
 ME0899'IN THE EAST WING WALL OF A BRIDGE OVER A COUNTY GRAVEL ROAD, IN
 ME0899'THE CENTER OF THE SECOND STEP FROM THE TOP, 4 YARDS NORTHEAST
 ME0899'OF THE NORTHEAST RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE
 ME0899'RAIL.  A STANDARD DISK, STAMPED J 19 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0802 ***********************************************************************
 MD0802  DESIGNATION -  J 190
 MD0802  PID         -  MD0802
 MD0802  STATE/COUNTY-  IN/WHITLEY
 MD0802  COUNTRY     -  US
 MD0802  USGS QUAD   -  ARCOLA (2019)
 MD0802
 MD0802                         *CURRENT SURVEY CONTROL
 MD0802  ______________________________________________________________________
 MD0802* NAD 83(1986) POSITION- 41 01 10.     (N) 085 20 10.     (W)   SCALED
 MD0802* NAVD 88 ORTHO HEIGHT -   256.823 (meters)      842.59  (feet) ADJUSTED
 MD0802  ______________________________________________________________________
 MD0802  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 MD0802  DYNAMIC HEIGHT  -        256.715 (meters)      842.24  (feet) COMP
 MD0802  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 MD0802
 MD0802  VERT ORDER      -  SECOND    CLASS 0
 MD0802
 MD0802.The horizontal coordinates were scaled from a map and have
 MD0802.an estimated accuracy of +/- 6 seconds.
 MD0802
 MD0802.The orthometric height was determined by differential leveling and
 MD0802.adjusted by the NATIONAL GEODETIC SURVEY
 MD0802.in June 1991.
 MD0802
 MD0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0802.GEOID18 height accuracy estimate available here.
 MD0802
 MD0802.Click photographs - Photos may exist for this station.
 MD0802
 MD0802.The dynamic height is computed by dividing the NAVD 88
 MD0802.geopotential number by the normal gravity value computed on the
 MD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0802.degrees latitude (g = 980.6199 gals.).
 MD0802
 MD0802.The modeled gravity was interpolated from observed gravity values.
 MD0802
 MD0802;                    North         East    Units  Estimated Accuracy
 MD0802;SPC IN E     -   640,770.      127,800.      MT  (+/- 180 meters Scaled)
 MD0802
 MD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL398422(NAD 83)
 MD0802
 MD0802                          SUPERSEDED SURVEY CONTROL
 MD0802
 MD0802  NGVD 29 (??/??/92)  256.971  (m)          843.08   (f) ADJ UNCH    2 0
 MD0802
 MD0802.Superseded values are not recommended for survey control.
 MD0802
 MD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0802.See file dsdata.pdf to determine how the superseded data were derived.
 MD0802
 MD0802_MARKER: DB = BENCH MARK DISK
 MD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0802_STAMPING: J 190 1946
 MD0802_MARK LOGO: CGS
 MD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0802+STABILITY: SURFACE MOTION
 MD0802
 MD0802  HISTORY     - Date     Condition        Report By
 MD0802  HISTORY     - 1946     MONUMENTED       CGS
 MD0802  HISTORY     - 1968     GOOD             INHD
 MD0802
 MD0802                          STATION DESCRIPTION
 MD0802
 MD0802'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0802'4.4 MI S FROM DUNFEE.
 MD0802'4.45 MILES SOUTH ALONG THE COUNTY LINE ROAD FROM THE CROSSING OF
 MD0802'THE NEW YORK CENTRAL AND ST. LOUIS R.R. AT DUNFEE, ABOUT 0.65
 MD0802'MILES NORTH OF THE INTERSECTION OF U.S. 24, 26 FT. WEST OF THE
 MD0802'CENTERLINE OF THE ROAD, 50 FT. SOUTH-SOUTHWEST OF A BRICK CORNER
 MD0802'FENCE POST, 14 FT. SOUTHEAST OF A TWIN TRUNKED WALNUT TREE, 3 FT.
 MD0802'SOUTHWEST OF A PWP. 2 FT. SOUTH OF A STEEL WITNESS POST, ABOUT
 MD0802'1 FT. BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD0802'PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK MAY BE REACHED
 MD0802'FROM THE WABASH RAILWAY CROSSING AT ABOITE BY GOING NORTH ALONG
 MD0802'A PAVED ROAD FOR ABOUT 1.05 MILES TO THE JUNCTION OF U.S. 24
 MD0802'THENCE 0.75 MILES SOUTHWEST ALONG U.S. 24 TO THE INTERSECTION OF
 MD0802'ALLEN-WHITLEY CO. LINE ROAD, THENCE 0.65 MILES NORTH TO THE
 MD0802'SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1876 ***********************************************************************
 LA1876  DESIGNATION -  J 191
 LA1876  PID         -  LA1876
 LA1876  STATE/COUNTY-  IN/MIAMI
 LA1876  COUNTRY     -  US
 LA1876  USGS QUAD   -  AMBOY (2019)
 LA1876
 LA1876                         *CURRENT SURVEY CONTROL
 LA1876  ______________________________________________________________________
 LA1876* NAD 83(1997) POSITION- 40 34 44.46239(N) 085 57 28.43392(W)   ADJUSTED
 LA1876* NAVD 88 ORTHO HEIGHT -   253.073 (meters)      830.29  (feet) ADJUSTED
 LA1876  ______________________________________________________________________
 LA1876  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 LA1876  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 LA1876  DYNAMIC HEIGHT  -        252.945 (meters)      829.87  (feet) COMP
 LA1876  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 LA1876
 LA1876  HORZ ORDER      -  SECOND
 LA1876  VERT ORDER      -  SECOND    CLASS 0
 LA1876
 LA1876.The horizontal coordinates were established by classical geodetic methods
 LA1876.and adjusted by the National Geodetic Survey in May 1999.
 LA1876
 LA1876.The orthometric height was determined by differential leveling and
 LA1876.adjusted by the NATIONAL GEODETIC SURVEY
 LA1876.in June 1991.
 LA1876
 LA1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1876.GEOID18 height accuracy estimate available here.
 LA1876
 LA1876.Click photographs - Photos may exist for this station.
 LA1876
 LA1876.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1876
 LA1876.The dynamic height is computed by dividing the NAVD 88
 LA1876.geopotential number by the normal gravity value computed on the
 LA1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1876.degrees latitude (g = 980.6199 gals.).
 LA1876
 LA1876.The modeled gravity was interpolated from observed gravity values.
 LA1876
 LA1876. The following values were computed from the NAD 83(1997) position.
 LA1876
 LA1876;                    North         East     Units Scale Factor Converg.
 LA1876;SPC IN E     -   591,850.460    75,342.739   MT  0.99997415   -0 11 22.0
 LA1876;SPC IN E     - 1,941,762.72    247,186.97   sFT  0.99997415   -0 11 22.0
 LA1876;UTM  16      - 4,492,547.484   588,198.365   MT  0.99969575   +0 40 40.5
 LA1876
 LA1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1876!SPC IN E     -   0.99996570  x   0.99997415  =   0.99993985
 LA1876!UTM  16      -   0.99996570  x   0.99969575  =   0.99966146
 LA1876
 LA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8819892547(NAD 83)
 LA1876
 LA1876                          SUPERSEDED SURVEY CONTROL
 LA1876
 LA1876  NAD 83(1986)-  40 34 44.46670(N)    085 57 28.44627(W) AD(       ) 2
 LA1876  NAD 27      -  40 34 44.31550(N)    085 57 28.49320(W) AD(       ) 2
 LA1876  NGVD 29 (??/??/92)  253.197  (m)          830.70   (f) ADJ UNCH    2 0
 LA1876  NGVD 29             253.20   (m)          830.7    (f) LEVELING    3  
 LA1876
 LA1876.Superseded values are not recommended for survey control.
 LA1876
 LA1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1876.See file dsdata.pdf to determine how the superseded data were derived.
 LA1876
 LA1876_MARKER: DB = BENCH MARK DISK
 LA1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1876_STAMPING: J 191 1946
 LA1876_MARK LOGO: CGS
 LA1876_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1876+STABILITY: SURFACE MOTION
 LA1876
 LA1876  HISTORY     - Date     Condition        Report By
 LA1876  HISTORY     - 1946     MONUMENTED       CGS
 LA1876  HISTORY     - 1948     GOOD             CGS
 LA1876
 LA1876                          STATION DESCRIPTION
 LA1876
 LA1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1876'4.6 MI E FROM WAWPECONG.
 LA1876'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 18 FROM THE UNITED
 LA1876'BRETHREN CHURCH AT WAWPECONG, ABOUT 4.5 MILES WEST ALONG HIGHWAY
 LA1876'18 FROM THE PUBLIC LIBRARY AT CONVERSE, AT A GRAVEL CROSS ROAD,
 LA1876'41 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 39 FEET SOUTH
 LA1876'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF A FENCE
 LA1876'CORNER, 1 FOOT NORTH OF THE FENCE LINE, 5 FEET EAST OF A TELEPHONE
 LA1876'POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LA1876'CONCRETE POST PROJECTING 6 INCHES.
 LA1876
 LA1876                          STATION RECOVERY (1948)
 LA1876
 LA1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1876'THIS IS A TRAVERSE STATION.
 LA1876'
 LA1876'STATION IS LOCATED ABOUT 4 MILES WEST OF CONVERSE AND 2 MILES
 LA1876'SOUTHWEST OF AMBOY IN
 LA1876'THE SOUTHWEST ANGLE OF STATE HIGHWAY 18 AND A GRAVEL CROSSROAD.  IT
 LA1876'IS 42 FEET WEST OF THE CENTER OF THE
 LA1876'GRAVEL ROAD AND 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 LA1876'THE MARK IS A 12 BY 12 INCH CONCRETE POST
 LA1876'WITH A STANDARD USC AND GS BENCH MARK DISK STAMPED
 LA1876'J 191 1946 AND PROJECT ABOUT 4 INCHES.  A TRAVERSE
 LA1876'CONNECTION WAS MADE FROM TRIANGULATION
 LA1876'HONEY AND THE DISTANCE WAS FOUND TO BE 103.51 FEET (31.550 METERS).
 LA1876'
 LA1876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21
 LA1876'AND STATE HIGHWAY 513 IN
 LA1876'CONVERSE, GO WEST ON HIGHWAYS 18 AND 21 FOR 2.9 MILES TO WHERE
 LA1876'HIGHWAY 21 TURNS NORTHWEST AND
 LA1876'HIGHWAY 18 STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON HIGHWAY 18 FOR
 LA1876'1.6 MILES TO A GRAVEL CROSSROAD AND
 LA1876'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1810 ***********************************************************************
 LA1810  DESIGNATION -  J 192
 LA1810  PID         -  LA1810
 LA1810  STATE/COUNTY-  IN/MIAMI
 LA1810  COUNTRY     -  US
 LA1810  USGS QUAD   -  PEORIA (2019)
 LA1810
 LA1810                         *CURRENT SURVEY CONTROL
 LA1810  ______________________________________________________________________
 LA1810* NAD 83(1986) POSITION- 40 40 26.     (N) 085 59 16.     (W)   SCALED
 LA1810* NAVD 88 ORTHO HEIGHT -   242.950 (meters)      797.08  (feet) ADJUSTED
 LA1810  ______________________________________________________________________
 LA1810  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 LA1810  DYNAMIC HEIGHT  -        242.831 (meters)      796.69  (feet) COMP
 LA1810  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 LA1810
 LA1810  VERT ORDER      -  SECOND    CLASS 0
 LA1810
 LA1810.The horizontal coordinates were scaled from a map and have
 LA1810.an estimated accuracy of +/- 6 seconds.
 LA1810
 LA1810.The orthometric height was determined by differential leveling and
 LA1810.adjusted by the NATIONAL GEODETIC SURVEY
 LA1810.in June 1991.
 LA1810
 LA1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1810.GEOID18 height accuracy estimate available here.
 LA1810
 LA1810.Click photographs - Photos may exist for this station.
 LA1810
 LA1810.The dynamic height is computed by dividing the NAVD 88
 LA1810.geopotential number by the normal gravity value computed on the
 LA1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1810.degrees latitude (g = 980.6199 gals.).
 LA1810
 LA1810.The modeled gravity was interpolated from observed gravity values.
 LA1810
 LA1810;                    North         East    Units  Estimated Accuracy
 LA1810;SPC IN E     -   602,390.       72,850.      MT  (+/- 180 meters Scaled)
 LA1810
 LA1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855030(NAD 83)
 LA1810
 LA1810                          SUPERSEDED SURVEY CONTROL
 LA1810
 LA1810  NGVD 29 (??/??/92)  243.076  (m)          797.49   (f) ADJ UNCH    2 0
 LA1810
 LA1810.Superseded values are not recommended for survey control.
 LA1810
 LA1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1810.See file dsdata.pdf to determine how the superseded data were derived.
 LA1810
 LA1810_MARKER: DB = BENCH MARK DISK
 LA1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1810_STAMPING: J 192 1946
 LA1810_MARK LOGO: CGS
 LA1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1810+STABILITY: SURFACE MOTION
 LA1810
 LA1810  HISTORY     - Date     Condition        Report By
 LA1810  HISTORY     - 1946     MONUMENTED       CGS
 LA1810
 LA1810                          STATION DESCRIPTION
 LA1810
 LA1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1810'AT NEW SANTA FE.
 LA1810'AT NEW SANTA FE, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ABOUT 14
 LA1810'RAILS SOUTHEAST OF THE STATION, AT A GRAVEL ROAD CROSSING, 84 FEET
 LA1810'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 21, 33 FEET SOUTHWEST
 LA1810'OF THE SOUTHWEST RAIL OF A SIDE TRACK, 27 FEET WEST OF THE CENTER
 LA1810'LINE OF THE GRAVEL ROAD, 2.5 FEET SOUTH OF A POWER POLE, ABOUT 3
 LA1810'FEET BELOW THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LA1810'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0212 ***********************************************************************
 LB0212  DESIGNATION -  J 193
 LB0212  PID         -  LB0212
 LB0212  STATE/COUNTY-  IN/MIAMI
 LB0212  COUNTRY     -  US
 LB0212  USGS QUAD   -  PERU (2019)
 LB0212
 LB0212                         *CURRENT SURVEY CONTROL
 LB0212  ______________________________________________________________________
 LB0212* NAD 83(1986) POSITION- 40 45 48.     (N) 086 02 58.     (W)   SCALED
 LB0212* NAVD 88 ORTHO HEIGHT -   196.972 (meters)      646.23  (feet) ADJUSTED
 LB0212  ______________________________________________________________________
 LB0212  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LB0212  DYNAMIC HEIGHT  -        196.877 (meters)      645.92  (feet) COMP
 LB0212  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 LB0212
 LB0212  VERT ORDER      -  SECOND    CLASS 0
 LB0212
 LB0212.The horizontal coordinates were scaled from a map and have
 LB0212.an estimated accuracy of +/- 6 seconds.
 LB0212
 LB0212.The orthometric height was determined by differential leveling and
 LB0212.adjusted by the NATIONAL GEODETIC SURVEY
 LB0212.in June 1991.
 LB0212
 LB0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0212.GEOID18 height accuracy estimate available here.
 LB0212
 LB0212.Click photographs - Photos may exist for this station.
 LB0212
 LB0212.The dynamic height is computed by dividing the NAVD 88
 LB0212.geopotential number by the normal gravity value computed on the
 LB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0212.degrees latitude (g = 980.6199 gals.).
 LB0212
 LB0212.The modeled gravity was interpolated from observed gravity values.
 LB0212
 LB0212;                    North         East    Units  Estimated Accuracy
 LB0212;SPC IN E     -   612,350.       67,680.      MT  (+/- 180 meters Scaled)
 LB0212
 LB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL802129(NAD 83)
 LB0212
 LB0212                          SUPERSEDED SURVEY CONTROL
 LB0212
 LB0212  NGVD 29 (??/??/92)  197.095  (m)          646.64   (f) ADJ UNCH    2 0
 LB0212
 LB0212.Superseded values are not recommended for survey control.
 LB0212
 LB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0212.See file dsdata.pdf to determine how the superseded data were derived.
 LB0212
 LB0212_MARKER: DB = BENCH MARK DISK
 LB0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0212_STAMPING: J 193 1946
 LB0212_MARK LOGO: CGS
 LB0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0212+STABILITY: SURFACE MOTION
 LB0212
 LB0212  HISTORY     - Date     Condition        Report By
 LB0212  HISTORY     - 1946     MONUMENTED       CGS
 LB0212  HISTORY     - 1989     GOOD             USPSQD
 LB0212
 LB0212                          STATION DESCRIPTION
 LB0212
 LB0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0212'1.1 MI E FROM PERU.
 LB0212'ABOUT 1.1 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0212'AT PERU, AT THE DEAD END OF LEE STREET, 129 FEET SOUTHWEST OF
 LB0212'SEMAPHORE SIGNAL NUMBER 201.5, 36 FEET SOUTH OF THE SOUTH RAIL
 LB0212'OF THE MAIN TRACK, 32 FEET WEST OF THE CENTER OF LEE STREET, 7
 LB0212'FEET EAST OF A TELEGRAPH POLE, ABOUT 2.5 FEET LOWER THAN THE
 LB0212'TRACK AND PROJECTING 7-INCHES ABOVE THE GROUND.
 LB0212
 LB0212                          STATION RECOVERY (1989)
 LB0212
 LB0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1366 ***********************************************************************
 LA1366  DESIGNATION -  J 195
 LA1366  PID         -  LA1366
 LA1366  STATE/COUNTY-  IN/GRANT
 LA1366  COUNTRY     -  US
 LA1366  USGS QUAD   -  POINT ISABEL (2019)
 LA1366
 LA1366                         *CURRENT SURVEY CONTROL
 LA1366  ______________________________________________________________________
 LA1366* NAD 83(1986) POSITION- 40 23 33.     (N) 085 47 10.     (W)   SCALED
 LA1366* NAVD 88 ORTHO HEIGHT -   270.051 (meters)      885.99  (feet) ADJUSTED
 LA1366  ______________________________________________________________________
 LA1366  GEOID HEIGHT    -        -34.259 (meters)                     GEOID18
 LA1366  DYNAMIC HEIGHT  -        269.911 (meters)      885.53  (feet) COMP
 LA1366  MODELED GRAVITY -    980,099.0   (mgal)                       NAVD 88
 LA1366
 LA1366  VERT ORDER      -  SECOND    CLASS 0
 LA1366
 LA1366.The horizontal coordinates were scaled from a map and have
 LA1366.an estimated accuracy of +/- 6 seconds.
 LA1366
 LA1366.The orthometric height was determined by differential leveling and
 LA1366.adjusted by the NATIONAL GEODETIC SURVEY
 LA1366.in June 1991.
 LA1366
 LA1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1366.GEOID18 height accuracy estimate available here.
 LA1366
 LA1366.Click photographs - Photos may exist for this station.
 LA1366
 LA1366.The dynamic height is computed by dividing the NAVD 88
 LA1366.geopotential number by the normal gravity value computed on the
 LA1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1366.degrees latitude (g = 980.6199 gals.).
 LA1366
 LA1366.The modeled gravity was interpolated from observed gravity values.
 LA1366
 LA1366;                    North         East    Units  Estimated Accuracy
 LA1366;SPC IN E     -   571,110.       89,860.      MT  (+/- 180 meters Scaled)
 LA1366
 LA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030720(NAD 83)
 LA1366
 LA1366                          SUPERSEDED SURVEY CONTROL
 LA1366
 LA1366  NGVD 29 (??/??/92)  270.184  (m)          886.43   (f) ADJ UNCH    2 0
 LA1366
 LA1366.Superseded values are not recommended for survey control.
 LA1366
 LA1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1366.See file dsdata.pdf to determine how the superseded data were derived.
 LA1366
 LA1366_MARKER: DB = BENCH MARK DISK
 LA1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1366_STAMPING: J 195 1946
 LA1366_MARK LOGO: CGS
 LA1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1366+STABILITY: SURFACE MOTION
 LA1366
 LA1366  HISTORY     - Date     Condition        Report By
 LA1366  HISTORY     - 1946     MONUMENTED       CGS
 LA1366
 LA1366                          STATION DESCRIPTION
 LA1366
 LA1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1366'1 MI N FROM RIGDON.
 LA1366'ABOUT 1.05 MILES NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 LA1366'CHURCH AT RIGDON, AT THE INTERSECTION OF AN EAST-WEST GRAVEL
 LA1366'ROAD, 27.5 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 LA1366'ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 12
 LA1366'FEET SOUTHWEST OF A FENCE CORNER, 13 FEET NORTHEAST OF A
 LA1366'FENCE CORNER, 1 FOOT SOUTHEAST OF THE FENCE LINE, AND SET IN
 LA1366'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0896 ***********************************************************************
 MD0896  DESIGNATION -  J 196 RESET
 MD0896  PID         -  MD0896
 MD0896  STATE/COUNTY-  IN/WHITLEY
 MD0896  COUNTRY     -  US
 MD0896  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0896
 MD0896                         *CURRENT SURVEY CONTROL
 MD0896  ______________________________________________________________________
 MD0896* NAD 83(1986) POSITION- 41 14 13.     (N) 085 27 46.     (W)   SCALED
 MD0896* NAVD 88 ORTHO HEIGHT -   283.68  (meters)      930.7   (feet) RESET
 MD0896  ______________________________________________________________________
 MD0896  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 MD0896  VERT ORDER      -  THIRD
 MD0896
 MD0896.The horizontal coordinates were scaled from a map and have
 MD0896.an estimated accuracy of +/- 6 seconds.
 MD0896
 MD0896.The orthometric height was computed from unverified reset data.
 MD0896
 MD0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0896.GEOID18 height accuracy estimate available here.
 MD0896
 MD0896.Click photographs - Photos may exist for this station.
 MD0896
 MD0896;                    North         East    Units  Estimated Accuracy
 MD0896;SPC IN E     -   664,890.      117,090.      MT  (+/- 180 meters Scaled)
 MD0896
 MD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288661(NAD 83)
 MD0896
 MD0896                          SUPERSEDED SURVEY CONTROL
 MD0896
 MD0896  NGVD 29 (??/??/??)  283.84   (m)          931.2    (f) RESET       3  
 MD0896
 MD0896.Superseded values are not recommended for survey control.
 MD0896
 MD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0896.See file dsdata.pdf to determine how the superseded data were derived.
 MD0896
 MD0896_MARKER: DB = BENCH MARK DISK
 MD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0896_STAMPING: J 196 RESET 1966
 MD0896_MARK LOGO: CGS
 MD0896_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0896+STABILITY: SURFACE MOTION
 MD0896
 MD0896  HISTORY     - Date     Condition        Report By
 MD0896  HISTORY     - 1966     MONUMENTED       CGS
 MD0896  HISTORY     - 1969     GOOD             INHD
 MD0896
 MD0896                          STATION DESCRIPTION
 MD0896
 MD0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0896'4.1 MI SW FROM MERRIAM.
 MD0896'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0896'WITH U.S. HIGHWAY 33 AT MERRIAM, 0.1 MILE NORTH OF THE JUNCTION
 MD0896'OF STATE HIGHWAY 102 AND THE ST. JOHN U.B. CHURCH, 60 FEET EAST
 MD0896'OF THE CENTER OF STATE HIGHWAY 9, 1.5 FEET NORTH OF A METAL
 MD0896'WITNESS POST, AND IS SET IN THE TOP OF A ROUND CONCRETE POST
 MD0896'WHICH PROJECTS 4 INCHES.
 MD0896
 MD0896                          STATION RECOVERY (1969)
 MD0896
 MD0896'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0839 ***********************************************************************
 MD0839  DESIGNATION -  J 197
 MD0839  PID         -  MD0839
 MD0839  STATE/COUNTY-  IN/ALLEN
 MD0839  COUNTRY     -  US
 MD0839  USGS QUAD   -  CHURUBUSCO (2019)
 MD0839
 MD0839                         *CURRENT SURVEY CONTROL
 MD0839  ______________________________________________________________________
 MD0839* NAD 83(1986) POSITION- 41 11 19.     (N) 085 17 27.     (W)   SCALED
 MD0839* NAVD 88 ORTHO HEIGHT -   253.141 (meters)      830.51  (feet) ADJUSTED
 MD0839  ______________________________________________________________________
 MD0839  GEOID HEIGHT    -        -32.752 (meters)                     GEOID18
 MD0839  DYNAMIC HEIGHT  -        253.046 (meters)      830.20  (feet) COMP
 MD0839  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 MD0839
 MD0839  VERT ORDER      -  SECOND    CLASS 0
 MD0839
 MD0839.The horizontal coordinates were scaled from a map and have
 MD0839.an estimated accuracy of +/- 6 seconds.
 MD0839
 MD0839.The orthometric height was determined by differential leveling and
 MD0839.adjusted by the NATIONAL GEODETIC SURVEY
 MD0839.in June 1991.
 MD0839
 MD0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0839.GEOID18 height accuracy estimate available here.
 MD0839
 MD0839.Click photographs - Photos may exist for this station.
 MD0839
 MD0839.The dynamic height is computed by dividing the NAVD 88
 MD0839.geopotential number by the normal gravity value computed on the
 MD0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0839.degrees latitude (g = 980.6199 gals.).
 MD0839
 MD0839.The modeled gravity was interpolated from observed gravity values.
 MD0839
 MD0839;                    North         East    Units  Estimated Accuracy
 MD0839;SPC IN E     -   659,570.      131,530.      MT  (+/- 180 meters Scaled)
 MD0839
 MD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL433611(NAD 83)
 MD0839
 MD0839                          SUPERSEDED SURVEY CONTROL
 MD0839
 MD0839  NGVD 29 (??/??/92)  253.298  (m)          831.03   (f) ADJ UNCH    2 0
 MD0839
 MD0839.Superseded values are not recommended for survey control.
 MD0839
 MD0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0839.See file dsdata.pdf to determine how the superseded data were derived.
 MD0839
 MD0839_MARKER: DB = BENCH MARK DISK
 MD0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0839_SP_SET: ABUTMENT
 MD0839_STAMPING: J 197 1946
 MD0839_MARK LOGO: CGS
 MD0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0839
 MD0839  HISTORY     - Date     Condition        Report By
 MD0839  HISTORY     - 1946     MONUMENTED       CGS
 MD0839  HISTORY     - 1962     GOOD             CGS
 MD0839  HISTORY     - 1963     GOOD             CGS
 MD0839
 MD0839                          STATION DESCRIPTION
 MD0839
 MD0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0839'3.4 MI SE FROM CHURUBUSCO.
 MD0839'ABOUT 3.3 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0839'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE CORNER OF WHITLEY
 MD0839'AND MAIN STREETS IN CHURUBUSCO, THENCE 0.1 MILE E ALONG CARROLL
 MD0839'ROAD TO MARK ON RIGHT, ABOUT 0.2 MILE W OF FIRST EEL RIVER
 MD0839'BAPTIST CHURCH, 8.8 FEET S OF CENTER LINE OF THE ROAD, 1.5 FEET
 MD0839'HIGHER THAN SAME, 0.8 FOOT S OF N END OF TOP OF CONCRETE
 MD0839'ADDITION TO OLD STONE MASONRY WINGWALL AND ABUTMENT OF 34-FOOT
 MD0839'STEEL BRIDGE.
 MD0839
 MD0839                          STATION RECOVERY (1963)
 MD0839
 MD0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0543 ***********************************************************************
 MD0543  DESIGNATION -  J 198
 MD0543  PID         -  MD0543
 MD0543  STATE/COUNTY-  IN/DE KALB
 MD0543  COUNTRY     -  US
 MD0543  USGS QUAD   -  SAINT JOE (2019)
 MD0543
 MD0543                         *CURRENT SURVEY CONTROL
 MD0543  ______________________________________________________________________
 MD0543* NAD 83(1986) POSITION- 41 19 51.     (N) 084 56 43.     (W)   SCALED
 MD0543* NAVD 88 ORTHO HEIGHT -   252.689 (meters)      829.03  (feet) ADJUSTED
 MD0543  ______________________________________________________________________
 MD0543  GEOID HEIGHT    -        -33.283 (meters)                     GEOID18
 MD0543  DYNAMIC HEIGHT  -        252.588 (meters)      828.70  (feet) COMP
 MD0543  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 MD0543
 MD0543  VERT ORDER      -  SECOND    CLASS 0
 MD0543
 MD0543.The horizontal coordinates were scaled from a map and have
 MD0543.an estimated accuracy of +/- 6 seconds.
 MD0543
 MD0543.The orthometric height was determined by differential leveling and
 MD0543.adjusted by the NATIONAL GEODETIC SURVEY
 MD0543.in June 1991.
 MD0543
 MD0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0543.GEOID18 height accuracy estimate available here.
 MD0543
 MD0543.Click photographs - Photos may exist for this station.
 MD0543
 MD0543.The dynamic height is computed by dividing the NAVD 88
 MD0543.geopotential number by the normal gravity value computed on the
 MD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0543.degrees latitude (g = 980.6199 gals.).
 MD0543
 MD0543.The modeled gravity was interpolated from observed gravity values.
 MD0543
 MD0543;                    North         East    Units  Estimated Accuracy
 MD0543;SPC IN E     -   675,550.      160,390.      MT  (+/- 180 meters Scaled)
 MD0543
 MD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL719775(NAD 83)
 MD0543
 MD0543                          SUPERSEDED SURVEY CONTROL
 MD0543
 MD0543  NGVD 29 (??/??/92)  252.835  (m)          829.51   (f) ADJ UNCH    2 0
 MD0543
 MD0543.Superseded values are not recommended for survey control.
 MD0543
 MD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0543.See file dsdata.pdf to determine how the superseded data were derived.
 MD0543
 MD0543_MARKER: DB = BENCH MARK DISK
 MD0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0543_SP_SET: BRIDGE
 MD0543_STAMPING: J 198 1946
 MD0543_MARK LOGO: CGS
 MD0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0543
 MD0543  HISTORY     - Date     Condition        Report By
 MD0543  HISTORY     - 1946     MONUMENTED       CGS
 MD0543  HISTORY     - 1968     GOOD             INHD
 MD0543
 MD0543                          STATION DESCRIPTION
 MD0543
 MD0543'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0543'0.3 MI N FROM CONCORD.
 MD0543'ABOUT 0.3 MILE N. ALONG ASPHALT NO. 51 COUNTY ROAD FROM ITS
 MD0543'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT CONCORD, 11.5 FT.
 MD0543'W. OF CENTERLINE OF ROAD, ABOUT LEVEL WITH SAME 0.6 FT. N. OF S.
 MD0543'END OF CURB- OR HEADWALL OF 16 FT. CONCRETE BRIDGE, AND 0.5 FT.
 MD0543'S. OF S. END OF PIPE RAILING OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0355 ***********************************************************************
 MD0355  DESIGNATION -  J 199
 MD0355  PID         -  MD0355
 MD0355  STATE/COUNTY-  IN/ALLEN
 MD0355  COUNTRY     -  US
 MD0355  USGS QUAD   -  GRABILL (2019)
 MD0355
 MD0355                         *CURRENT SURVEY CONTROL
 MD0355  ______________________________________________________________________
 MD0355* NAD 83(1986) POSITION- 41 14 54.     (N) 084 58 21.     (W)   SCALED
 MD0355* NAVD 88 ORTHO HEIGHT -   242.080 (meters)      794.22  (feet) ADJUSTED
 MD0355  ______________________________________________________________________
 MD0355  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 MD0355  DYNAMIC HEIGHT  -        241.982 (meters)      793.90  (feet) COMP
 MD0355  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 MD0355
 MD0355  VERT ORDER      -  SECOND    CLASS 0
 MD0355
 MD0355.The horizontal coordinates were scaled from a map and have
 MD0355.an estimated accuracy of +/- 6 seconds.
 MD0355
 MD0355.The orthometric height was determined by differential leveling and
 MD0355.adjusted by the NATIONAL GEODETIC SURVEY
 MD0355.in June 1991.
 MD0355
 MD0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0355.GEOID18 height accuracy estimate available here.
 MD0355
 MD0355.Click photographs - Photos may exist for this station.
 MD0355
 MD0355.The dynamic height is computed by dividing the NAVD 88
 MD0355.geopotential number by the normal gravity value computed on the
 MD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0355.degrees latitude (g = 980.6199 gals.).
 MD0355
 MD0355.The modeled gravity was interpolated from observed gravity values.
 MD0355
 MD0355;                    North         East    Units  Estimated Accuracy
 MD0355;SPC IN E     -   666,370.      158,180.      MT  (+/- 180 meters Scaled)
 MD0355
 MD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL698683(NAD 83)
 MD0355
 MD0355                          SUPERSEDED SURVEY CONTROL
 MD0355
 MD0355  NGVD 29 (??/??/92)  242.228  (m)          794.71   (f) ADJ UNCH    2 0
 MD0355
 MD0355.Superseded values are not recommended for survey control.
 MD0355
 MD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0355.See file dsdata.pdf to determine how the superseded data were derived.
 MD0355
 MD0355_MARKER: DB = BENCH MARK DISK
 MD0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0355_SP_SET: CULVERT HEADWALL
 MD0355_STAMPING: J 199 1946
 MD0355_MARK LOGO: CGS
 MD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0355+STABILITY: SURFACE MOTION
 MD0355
 MD0355  HISTORY     - Date     Condition        Report By
 MD0355  HISTORY     - 1946     MONUMENTED       CGS
 MD0355  HISTORY     - 1962     GOOD             CGS
 MD0355
 MD0355                          STATION DESCRIPTION
 MD0355
 MD0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0355'2.9 MI NE FROM LEO.
 MD0355'ABOUT 2.9 MILES NE LY ALONG NO. 1 INDIANA HWY. FROM ITS
 MD0355'INTERSECTION WITH HOSLER ROAD (EXTENDS ACROSS CONCRETE BRIDGE
 MD0355'TO THE SE) AT NE CORNER OF CEMETERY IN LEO, ABOUT 0.1 MILE E
 MD0355'OF T-JUNCTION OF HWY. AND VAN ZILE ROAD SOUTH, ABOUT 0.1 MILE
 MD0355'W OF T-JUNCTION OF HWY. AND MC NABB ROAD NORTH, 1.2 FEET W OF
 MD0355'E END OF THE 5.5-FOOT S CONCRETE HEADWALL OF 15-INCH CONCRETE
 MD0355'PIPE CULVERT UNDER HWY., 24 FEET S OF CENTER LINE OF 20-FOOT
 MD0355'HWY. PAVEMENT, 1.3 FEET LOWER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0114 ***********************************************************************
 ME0114  DESIGNATION -  J 20
 ME0114  PID         -  ME0114
 ME0114  STATE/COUNTY-  IN/ST JOSEPH
 ME0114  COUNTRY     -  US
 ME0114  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME0114
 ME0114                         *CURRENT SURVEY CONTROL
 ME0114  ______________________________________________________________________
 ME0114* NAD 83(1986) POSITION- 41 39 26.     (N) 086 11 45.     (W)   SCALED
 ME0114* NAVD 88 ORTHO HEIGHT -   219.738 (meters)      720.92  (feet) ADJUSTED
 ME0114  ______________________________________________________________________
 ME0114  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME0114  DYNAMIC HEIGHT  -        219.652 (meters)      720.64  (feet) COMP
 ME0114  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 ME0114
 ME0114  VERT ORDER      -  SECOND    CLASS 0
 ME0114
 ME0114.The horizontal coordinates were scaled from a map and have
 ME0114.an estimated accuracy of +/- 6 seconds.
 ME0114
 ME0114.The orthometric height was determined by differential leveling and
 ME0114.adjusted by the NATIONAL GEODETIC SURVEY
 ME0114.in June 1991.
 ME0114
 ME0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0114.GEOID18 height accuracy estimate available here.
 ME0114
 ME0114.Click photographs - Photos may exist for this station.
 ME0114
 ME0114.The dynamic height is computed by dividing the NAVD 88
 ME0114.geopotential number by the normal gravity value computed on the
 ME0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0114.degrees latitude (g = 980.6199 gals.).
 ME0114
 ME0114.The modeled gravity was interpolated from observed gravity values.
 ME0114
 ME0114;                    North         East    Units  Estimated Accuracy
 ME0114;SPC IN E     -   711,680.       55,930.      MT  (+/- 180 meters Scaled)
 ME0114
 ME0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM669120(NAD 83)
 ME0114
 ME0114                          SUPERSEDED SURVEY CONTROL
 ME0114
 ME0114  NGVD 29 (??/??/92)  219.857  (m)          721.31   (f) ADJ UNCH    2 0
 ME0114
 ME0114.Superseded values are not recommended for survey control.
 ME0114
 ME0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0114.See file dsdata.pdf to determine how the superseded data were derived.
 ME0114
 ME0114_MARKER: DB = BENCH MARK DISK
 ME0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0114_STAMPING: 721.291 J 20 1934
 ME0114_MARK LOGO: CGS
 ME0114_PROJECTION: PROJECTING
 ME0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0114+STABILITY: SURFACE MOTION
 ME0114
 ME0114  HISTORY     - Date     Condition        Report By
 ME0114  HISTORY     - 1934     MONUMENTED       CGS
 ME0114  HISTORY     - 1946     GOOD             CGS
 ME0114  HISTORY     - 20220928 MARK NOT FOUND   INDOT
 ME0114
 ME0114                          STATION DESCRIPTION
 ME0114
 ME0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0114'AT MISHAWAKA.
 ME0114'AT MISHAWAKA, ABOUT 0.8 MILE WEST ALONG THE NEW YORK CENTRAL
 ME0114'RAILROAD FROM THE STATION, IN THE SOUTHEAST ANGLE OF THE CROSSING
 ME0114'OF SOUTH LOGAN STREET, ABOUT 45 YARDS NORTHEAST OF THE NORTHEAST
 ME0114'CORNER OF THE STANDARD OIL CO. STORAGE YARD, 112 FEET EAST OF THE
 ME0114'CENTER LINE OF THE STREET, 90 FEET WEST OF POLE 433/30, 27 FEET
 ME0114'SOUTHWEST OF A SWITCH CONTROL, 16 FEET SOUTH OF THE SOUTH RAIL
 ME0114'OF THE EAST-BOUND MAIN TRACK, 14 FEET NORTH OF THE NORTH RAIL
 ME0114'OR A SIDETRACK, ABOUT 1-1/2 FEET LOWER THAN THE TRACK, AND IN
 ME0114'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 ME0114
 ME0114                          STATION RECOVERY (2022)
 ME0114
 ME0114'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0114'SIDETRACK REMOVED.  SWITCH CONTROL REMOVED.  POLE IS GONE AREA HAS
 ME0114'BEEN LEVELED AND FILLED WITH CRUSHED STONE.  MARK PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0338 ***********************************************************************
 MD0338  DESIGNATION -  J 201
 MD0338  PID         -  MD0338
 MD0338  STATE/COUNTY-  IN/DE KALB
 MD0338  COUNTRY     -  US
 MD0338  USGS QUAD   -  BUTLER EAST (2019)
 MD0338
 MD0338                         *CURRENT SURVEY CONTROL
 MD0338  ______________________________________________________________________
 MD0338* NAD 83(1986) POSITION- 41 25 55.     (N) 084 50 30.     (W)   SCALED
 MD0338* NAVD 88 ORTHO HEIGHT -   258.865 (meters)      849.29  (feet) ADJUSTED
 MD0338  ______________________________________________________________________
 MD0338  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 MD0338  DYNAMIC HEIGHT  -        258.763 (meters)      848.96  (feet) COMP
 MD0338  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD0338
 MD0338  VERT ORDER      -  SECOND    CLASS 0
 MD0338
 MD0338.The horizontal coordinates were scaled from a map and have
 MD0338.an estimated accuracy of +/- 6 seconds.
 MD0338
 MD0338.The orthometric height was determined by differential leveling and
 MD0338.adjusted by the NATIONAL GEODETIC SURVEY
 MD0338.in June 1991.
 MD0338
 MD0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0338.GEOID18 height accuracy estimate available here.
 MD0338
 MD0338.Click photographs - Photos may exist for this station.
 MD0338
 MD0338.The dynamic height is computed by dividing the NAVD 88
 MD0338.geopotential number by the normal gravity value computed on the
 MD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0338.degrees latitude (g = 980.6199 gals.).
 MD0338
 MD0338.The modeled gravity was interpolated from observed gravity values.
 MD0338
 MD0338;                    North         East    Units  Estimated Accuracy
 MD0338;SPC IN E     -   686,860.      168,950.      MT  (+/- 180 meters Scaled)
 MD0338
 MD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL803889(NAD 83)
 MD0338
 MD0338                          SUPERSEDED SURVEY CONTROL
 MD0338
 MD0338  NGVD 29 (??/??/92)  259.009  (m)          849.77   (f) ADJ UNCH    2 0
 MD0338
 MD0338.Superseded values are not recommended for survey control.
 MD0338
 MD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0338.See file dsdata.pdf to determine how the superseded data were derived.
 MD0338
 MD0338_MARKER: DB = BENCH MARK DISK
 MD0338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0338_SP_SET: CULVERT HEADWALL
 MD0338_STAMPING: J 201 1946
 MD0338_MARK LOGO: CGS
 MD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0338+STABILITY: SURFACE MOTION
 MD0338
 MD0338  HISTORY     - Date     Condition        Report By
 MD0338  HISTORY     - 1946     MONUMENTED       CGS
 MD0338  HISTORY     - 1962     GOOD             CGS
 MD0338
 MD0338                          STATION DESCRIPTION
 MD0338
 MD0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0338'1.7 MI E FROM BUTLER.
 MD0338'ABOUT 1.7 MILES E ALONG NO. 6 U.S. HIGHWAY FROM ITS INTERSECTION
 MD0338'WITH NO. 1 INDIANA HWY. IN CENTER OF BUTLER, ABOUT 67 FEET S OF
 MD0338'CENTER LINE OF THE HWY., 2.1 FEET HIGHER THAN SAME, IN TOP OF E
 MD0338'END OF N HEAD- OR CURBWALL OF 10-FOOT CONCRETE CULVERT UNDER NEW
 MD0338'YORK CENTRAL RAILROAD, 26 FEET N OF N RAIL OF DOUBLE TRACKS, 10.5
 MD0338'FEET LOWER THAN TOP OF SAME, 1.3 FEET W OF E END OF HEADWALL, AND
 MD0338'0.8 FEET S OF N FACE OF SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1754 ***********************************************************************
 LA1754  DESIGNATION -  J 202
 LA1754  PID         -  LA1754
 LA1754  STATE/COUNTY-  IN/HUNTINGTON
 LA1754  COUNTRY     -  US
 LA1754  USGS QUAD   -  ANDREWS (2019)
 LA1754
 LA1754                         *CURRENT SURVEY CONTROL
 LA1754  ______________________________________________________________________
 LA1754* NAD 83(1986) POSITION- 40 47 58.     (N) 085 30 29.     (W)   SCALED
 LA1754* NAVD 88 ORTHO HEIGHT -   249.508 (meters)      818.59  (feet) ADJUSTED
 LA1754  ______________________________________________________________________
 LA1754  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 LA1754  DYNAMIC HEIGHT  -        249.388 (meters)      818.20  (feet) COMP
 LA1754  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 LA1754
 LA1754  VERT ORDER      -  SECOND    CLASS 0
 LA1754
 LA1754.The horizontal coordinates were scaled from a map and have
 LA1754.an estimated accuracy of +/- 6 seconds.
 LA1754
 LA1754.The orthometric height was determined by differential leveling and
 LA1754.adjusted by the NATIONAL GEODETIC SURVEY
 LA1754.in June 1991.
 LA1754
 LA1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1754.GEOID18 height accuracy estimate available here.
 LA1754
 LA1754.Click photographs - Photos may exist for this station.
 LA1754
 LA1754.The dynamic height is computed by dividing the NAVD 88
 LA1754.geopotential number by the normal gravity value computed on the
 LA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1754.degrees latitude (g = 980.6199 gals.).
 LA1754
 LA1754.The modeled gravity was interpolated from observed gravity values.
 LA1754
 LA1754;                    North         East    Units  Estimated Accuracy
 LA1754;SPC IN E     -   616,300.      113,390.      MT  (+/- 180 meters Scaled)
 LA1754
 LA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258175(NAD 83)
 LA1754
 LA1754                          SUPERSEDED SURVEY CONTROL
 LA1754
 LA1754  NGVD 29 (??/??/92)  249.642  (m)          819.03   (f) ADJ UNCH    2 0
 LA1754
 LA1754.Superseded values are not recommended for survey control.
 LA1754
 LA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1754.See file dsdata.pdf to determine how the superseded data were derived.
 LA1754
 LA1754_MARKER: DB = BENCH MARK DISK
 LA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1754_STAMPING: J 202 1946
 LA1754_MARK LOGO: CGS
 LA1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1754+STABILITY: SURFACE MOTION
 LA1754
 LA1754  HISTORY     - Date     Condition        Report By
 LA1754  HISTORY     - 1946     MONUMENTED       CGS
 LA1754  HISTORY     - 1962     GOOD             CGS
 LA1754
 LA1754                          STATION DESCRIPTION
 LA1754
 LA1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1754'3.6 MI N FROM LANCASTER.
 LA1754'ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1754'AT LANCASTER, 1.0 MILE NORTH OF THE LANCASTER TOWNSHIP SCHOOL, AT
 LA1754'AN EAST-WEST GRAVEL CROSS ROAD, 40 FEET WEST OF THE CENTER LINE
 LA1754'OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LA1754'19 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 LA1754'1.5 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1754'PROJECTING 3 INCHES.
 LA1754
 LA1754                          STATION RECOVERY (1962)
 LA1754
 LA1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1748 ***********************************************************************
 LA1748  DESIGNATION -  J 203 RESET
 LA1748  PID         -  LA1748
 LA1748  STATE/COUNTY-  IN/HUNTINGTON
 LA1748  COUNTRY     -  US
 LA1748  USGS QUAD   -  ANDREWS (2019)
 LA1748
 LA1748                         *CURRENT SURVEY CONTROL
 LA1748  ______________________________________________________________________
 LA1748* NAD 83(1986) POSITION- 40 52 06.     (N) 085 36 05.     (W)   SCALED
 LA1748* NAVD 88 ORTHO HEIGHT -   215.47  (meters)      706.9   (feet) RESET
 LA1748  ______________________________________________________________________
 LA1748  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 LA1748  VERT ORDER      -  THIRD
 LA1748
 LA1748.The horizontal coordinates were scaled from a map and have
 LA1748.an estimated accuracy of +/- 6 seconds.
 LA1748
 LA1748.The orthometric height was computed from unverified reset data.
 LA1748
 LA1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1748.GEOID18 height accuracy estimate available here.
 LA1748
 LA1748.Click photographs - Photos may exist for this station.
 LA1748
 LA1748;                    North         East    Units  Estimated Accuracy
 LA1748;SPC IN E     -   623,940.      105,500.      MT  (+/- 180 meters Scaled)
 LA1748
 LA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178250(NAD 83)
 LA1748
 LA1748                          SUPERSEDED SURVEY CONTROL
 LA1748
 LA1748  NGVD 29 (??/??/??)  215.60   (m)          707.3    (f) RESET       3  
 LA1748
 LA1748.Superseded values are not recommended for survey control.
 LA1748
 LA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1748.See file dsdata.pdf to determine how the superseded data were derived.
 LA1748
 LA1748_MARKER: DB = BENCH MARK DISK
 LA1748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1748_SP_SET: BRIDGE
 LA1748_STAMPING: J 203 RESET 1959
 LA1748_MARK LOGO: CGS
 LA1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1748
 LA1748  HISTORY     - Date     Condition        Report By
 LA1748  HISTORY     - 1959     MONUMENTED       INHD
 LA1748
 LA1748                          STATION DESCRIPTION
 LA1748
 LA1748'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1959
 LA1748'0.7 MI N FROM ANDREWS.
 LA1748'THE MARK IS LOCATED ABOUT 0.7 MILE ALONG STATE HIGHWAY 105 FROM
 LA1748'THE POST OFFICE AT ANDREWS, AT THE NORTH CITY LIMITS OF ANDREWS,
 LA1748'SET IN THE TOP OF THE CURB AT THE SOUTH END OF THE SOUTHWEST
 LA1748'WING OF A CONCRETE AND STEEL BEAM BRIDGE ACROSS THE WABASH RIVER,
 LA1748'16.0 FEET WEST AND ABOUT 0.7 FOOT ABOVE THE CENTERLINE OF THE
 LA1748'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0293 ***********************************************************************
 ME0293  DESIGNATION -  J 206
 ME0293  PID         -  ME0293
 ME0293  STATE/COUNTY-  IN/STARKE
 ME0293  COUNTRY     -  US
 ME0293  USGS QUAD   -  DONALDSON (2019)
 ME0293
 ME0293                         *CURRENT SURVEY CONTROL
 ME0293  ______________________________________________________________________
 ME0293* NAD 83(1986) POSITION- 41 21 57.     (N) 086 28 29.     (W)   SCALED
 ME0293* NAVD 88 ORTHO HEIGHT -   222.374 (meters)      729.57  (feet) ADJUSTED
 ME0293  ______________________________________________________________________
 ME0293  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0293  DYNAMIC HEIGHT  -        222.283 (meters)      729.27  (feet) COMP
 ME0293  MODELED GRAVITY -    980,210.8   (mgal)                       NAVD 88
 ME0293
 ME0293  VERT ORDER      -  FIRST     CLASS II
 ME0293
 ME0293.The horizontal coordinates were scaled from a map and have
 ME0293.an estimated accuracy of +/- 6 seconds.
 ME0293
 ME0293.The orthometric height was determined by differential leveling and
 ME0293.adjusted by the NATIONAL GEODETIC SURVEY
 ME0293.in June 1991.
 ME0293
 ME0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0293.GEOID18 height accuracy estimate available here.
 ME0293
 ME0293.Click photographs - Photos may exist for this station.
 ME0293
 ME0293.The dynamic height is computed by dividing the NAVD 88
 ME0293.geopotential number by the normal gravity value computed on the
 ME0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0293.degrees latitude (g = 980.6199 gals.).
 ME0293
 ME0293.The modeled gravity was interpolated from observed gravity values.
 ME0293
 ME0293;                    North         East    Units  Estimated Accuracy
 ME0293;SPC IN W     -   679,360.      950,920.      MT  (+/- 180 meters Scaled)
 ME0293
 ME0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL439795(NAD 83)
 ME0293
 ME0293                          SUPERSEDED SURVEY CONTROL
 ME0293
 ME0293  NGVD 29 (??/??/92)  222.487  (m)          729.94   (f) ADJ UNCH    1 2
 ME0293
 ME0293.Superseded values are not recommended for survey control.
 ME0293
 ME0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0293.See file dsdata.pdf to determine how the superseded data were derived.
 ME0293
 ME0293_MARKER: DB = BENCH MARK DISK
 ME0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0293_SP_SET: CULVERT HEADWALL
 ME0293_STAMPING: J 206 1946
 ME0293_MARK LOGO: CGS
 ME0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0293+STABILITY: SURFACE MOTION
 ME0293
 ME0293  HISTORY     - Date     Condition        Report By
 ME0293  HISTORY     - 1946     MONUMENTED       CGS
 ME0293  HISTORY     - 1984     GOOD             USPSQD
 ME0293  HISTORY     - 1988     GOOD             USPSQD
 ME0293
 ME0293                          STATION DESCRIPTION
 ME0293
 ME0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0293'1.7 MI E FROM GROVERTOWN.
 ME0293'ABOUT 1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD AND U.S.
 ME0293'HIGHWAY 30 FROM THE CROSSROAD AT GROVERTOWN, ABOUT 1.6 MILES
 ME0293'WEST OF THE STATION AT DONALDSON, 1 FOOT WEST OF THE EAST END
 ME0293'OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 ME0293'HIGHWAY, 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY, ABOUT
 ME0293'50-YARDS NORTH OF THE TRACK AND ABOUT LEVEL WITH THE PAVEMENT.
 ME0293
 ME0293                          STATION RECOVERY (1984)
 ME0293
 ME0293'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0293'ADDITIONAL INFORMATION: 77 FEET NORTH OF THE CENTERLINE OF THE
 ME0293'WEST-BOUND LANE OF U.S. HIGHWAY 30. 28.2 FEET NORTH-WEST OF A 5 INCH
 ME0293'SQUARE CONCRETE MARKER, 1.8 FEET HIGH, WITH CAST LETTERS 'IND R/W'.
 ME0293
 ME0293                          STATION RECOVERY (1988)
 ME0293
 ME0293'RECOVERY NOTE BY US POWER SQUADRON 1988 (WPC)
 ME0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0294 ***********************************************************************
 ME0294  DESIGNATION -  J 206 RESET
 ME0294  PID         -  ME0294
 ME0294  STATE/COUNTY-  IN/STARKE
 ME0294  COUNTRY     -  US
 ME0294  USGS QUAD   -  DONALDSON (2019)
 ME0294
 ME0294                         *CURRENT SURVEY CONTROL
 ME0294  ______________________________________________________________________
 ME0294* NAD 83(1986) POSITION- 41 21 58.     (N) 086 28 32.     (W)   SCALED
 ME0294* NAVD 88 ORTHO HEIGHT -   224.865 (meters)      737.74  (feet) ADJUSTED
 ME0294  ______________________________________________________________________
 ME0294  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0294  DYNAMIC HEIGHT  -        224.773 (meters)      737.44  (feet) COMP
 ME0294  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 ME0294
 ME0294  VERT ORDER      -  FIRST     CLASS I
 ME0294
 ME0294.The horizontal coordinates were scaled from a map and have
 ME0294.an estimated accuracy of +/- 6 seconds.
 ME0294
 ME0294.The orthometric height was determined by differential leveling and
 ME0294.adjusted by the NATIONAL GEODETIC SURVEY
 ME0294.in April 1995.
 ME0294
 ME0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0294.GEOID18 height accuracy estimate available here.
 ME0294
 ME0294.Click photographs - Photos may exist for this station.
 ME0294
 ME0294.The dynamic height is computed by dividing the NAVD 88
 ME0294.geopotential number by the normal gravity value computed on the
 ME0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0294.degrees latitude (g = 980.6199 gals.).
 ME0294
 ME0294.The modeled gravity was interpolated from observed gravity values.
 ME0294
 ME0294;                    North         East    Units  Estimated Accuracy
 ME0294;SPC IN W     -   679,390.      950,850.      MT  (+/- 180 meters Scaled)
 ME0294
 ME0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL438795(NAD 83)
 ME0294
 ME0294                          SUPERSEDED SURVEY CONTROL
 ME0294
 ME0294  NAVD 88 (06/15/91)  224.862  (m)          737.73   (f) SUPERSEDED  1 1
 ME0294  NGVD 29 (01/19/93)  224.975  (m)          738.11   (f) ADJUSTED    1 1
 ME0294  NGVD 29 (??/??/92)  224.975  (m)          738.11   (f) SUPERSEDED  1 1
 ME0294
 ME0294.Superseded values are not recommended for survey control.
 ME0294
 ME0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0294.See file dsdata.pdf to determine how the superseded data were derived.
 ME0294
 ME0294_MARKER: DB = BENCH MARK DISK
 ME0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0294_STAMPING: J 206 RESET 1963
 ME0294_MARK LOGO: CGS
 ME0294_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0294+STABILITY: SURFACE MOTION
 ME0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0294+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0294
 ME0294  HISTORY     - Date     Condition        Report By
 ME0294  HISTORY     - 1963     MONUMENTED       CGS
 ME0294  HISTORY     - 1968     GOOD             CGS
 ME0294  HISTORY     - 19920907 GOOD             NGS
 ME0294
 ME0294                          STATION DESCRIPTION
 ME0294
 ME0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0294'1.6 MI E FROM GROVERTOWN.
 ME0294'ABOUT 1.65 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0294'THE CROSSING OF STATE HIGHWAY 23 AT GROVERTOWN, ABOUT 1.7 MILES
 ME0294'WEST OF THE CROSSING OF UNION ROAD AT DONALDSON, ABOUT 0.6 MILE
 ME0294'WEST OF THE STARKE-MARSHALL COUNTY LINE, ABOUT 100 YARDS NORTH OF
 ME0294'AND ACROSS U.S. HIGHWAY 30 FROM THE TRACKS, NEAR THE JUNCTION OF
 ME0294'A NARROW GRAVELED ROAD LEADING NORTH, 77 FEET NORTH OF THE CENTER
 ME0294'LINE OF THE U.S. HIGHWAY 30, 38 1/2 FEET EAST OF THE CENTER
 ME0294'LINE OF THE GRAVELED ROAD, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 ME0294'POST, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 ME0294'OF A CONCRETE POST PROJECTING 13 INCHES ABOVE THE LEVEL OF THE
 ME0294'GROUND.  SEC 25, T 34N, R 1W.
 ME0294
 ME0294                          STATION RECOVERY (1992)
 ME0294
 ME0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0294'14.5 KM (9.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0294'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, 80.0 M (262.5 FT) NORTH OF
 ME0294'THE NEAR RAIL, 23.2 M (76.1 FT) NORTH OF THE CENTERLINE OF THE
 ME0294'WESTBOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT) EAST OF THE CENTER
 ME0294'OF COUNTY ROAD 1150 EAST, 9.0 M (29.5 FT) NORTHWEST OF UTILITY BRACE
 ME0294'POLE NUMBER 295-143, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 ME0294'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0523 ***********************************************************************
 LB0523  DESIGNATION -  J 207
 LB0523  PID         -  LB0523
 LB0523  STATE/COUNTY-  IN/TIPTON
 LB0523  COUNTRY     -  US
 LB0523  USGS QUAD   -  KEMPTON (2019)
 LB0523
 LB0523                         *CURRENT SURVEY CONTROL
 LB0523  ______________________________________________________________________
 LB0523* NAD 83(1986) POSITION- 40 16 27.21   (N) 086 11 04.10   (W)   HD_HELD1
 LB0523* NAVD 88 ORTHO HEIGHT -   281.186 (meters)      922.52  (feet) ADJUSTED
 LB0523  ______________________________________________________________________
 LB0523  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 LB0523  DYNAMIC HEIGHT  -        281.032 (meters)      922.02  (feet) COMP
 LB0523  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 LB0523
 LB0523  VERT ORDER      -  SECOND    CLASS 0
 LB0523
 LB0523.The horizontal coordinates were determined by differentially corrected
 LB0523.hand held GPS observations or other comparable positioning techniques
 LB0523.and have an estimated accuracy of +/- 3 meters.
 LB0523
 LB0523.The orthometric height was determined by differential leveling and
 LB0523.adjusted by the NATIONAL GEODETIC SURVEY
 LB0523.in June 1991.
 LB0523
 LB0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0523.GEOID18 height accuracy estimate available here.
 LB0523
 LB0523.Click photographs - Photos may exist for this station.
 LB0523
 LB0523.The dynamic height is computed by dividing the NAVD 88
 LB0523.geopotential number by the normal gravity value computed on the
 LB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0523.degrees latitude (g = 980.6199 gals.).
 LB0523
 LB0523.The modeled gravity was interpolated from observed gravity values.
 LB0523
 LB0523;                    North         East    Units  Estimated Accuracy
 LB0523;SPC IN E     -   558,094.5      55,961.3     MT  (+/- 3 meters HH1 GPS) 
 LB0523
 LB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6933458513(NAD 83)
 LB0523
 LB0523                          SUPERSEDED SURVEY CONTROL
 LB0523
 LB0523  NGVD 29 (??/??/92)  281.296  (m)          922.89   (f) ADJ UNCH    2 0
 LB0523
 LB0523.Superseded values are not recommended for survey control.
 LB0523
 LB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0523.See file dsdata.pdf to determine how the superseded data were derived.
 LB0523
 LB0523_MARKER: DB = BENCH MARK DISK
 LB0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0523_STAMPING: J 207 1946
 LB0523_MARK LOGO: CGS
 LB0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0523+STABILITY: SURFACE MOTION
 LB0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0523+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2025
 LB0523
 LB0523  HISTORY     - Date     Condition        Report By
 LB0523  HISTORY     - 1946     MONUMENTED       CGS
 LB0523  HISTORY     - 20130707 GOOD             GEOCAC
 LB0523  HISTORY     - 20250515 GOOD             PICI
 LB0523
 LB0523                          STATION DESCRIPTION
 LB0523
 LB0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0523'1.8 MI W FROM TETERSBURG.
 LB0523'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0523'AT TETERSBURG, ABOUT 0.15 MILE WEST OF A WHITE FARM HOUSE, AT A
 LB0523'NORTH-SOUTH GRAVEL ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE
 LB0523'HIGHWAY, 16 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0523'16.5 FEET NORTH OF THE EAST END OF A 12 INCH CONCRETE PIPE CULVERT
 LB0523'UNDER THE GRAVEL ROAD, 10 FEET NORTH OF A FENCE CORNER POST, 1
 LB0523'FOOT WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LB0523'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0523
 LB0523                          STATION RECOVERY (2013)
 LB0523
 LB0523'RECOVERY NOTE BY GEOCACHING 2013 (TJ)
 LB0523'DISC AND LOCATION ARE AS DESCRIBED IN THE DATASHEET.
 LB0523
 LB0523                          STATION RECOVERY (2025)
 LB0523
 LB0523'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2025 (DER)
 LB0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0468 ***********************************************************************
 LB0468  DESIGNATION -  J 208
 LB0468  PID         -  LB0468
 LB0468  STATE/COUNTY-  IN/TIPTON
 LB0468  COUNTRY     -  US
 LB0468  USGS QUAD   -  KOKOMO EAST (2019)
 LB0468
 LB0468                         *CURRENT SURVEY CONTROL
 LB0468  ______________________________________________________________________
 LB0468* NAD 83(1986) POSITION- 40 22 46.6    (N) 086 05 18.7    (W)   HD_HELD2
 LB0468* NAVD 88 ORTHO HEIGHT -   268.477 (meters)      880.83  (feet) ADJUSTED
 LB0468  ______________________________________________________________________
 LB0468  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB0468  DYNAMIC HEIGHT  -        268.334 (meters)      880.36  (feet) COMP
 LB0468  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 LB0468
 LB0468  VERT ORDER      -  SECOND    CLASS 0
 LB0468
 LB0468.The horizontal coordinates were established by autonomous hand held GPS
 LB0468.observations and have an estimated accuracy of +/- 10 meters.
 LB0468
 LB0468.The orthometric height was determined by differential leveling and
 LB0468.adjusted by the NATIONAL GEODETIC SURVEY
 LB0468.in June 1991.
 LB0468
 LB0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0468.GEOID18 height accuracy estimate available here.
 LB0468
 LB0468.Click photographs - Photos may exist for this station.
 LB0468
 LB0468.The dynamic height is computed by dividing the NAVD 88
 LB0468.geopotential number by the normal gravity value computed on the
 LB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0468.degrees latitude (g = 980.6199 gals.).
 LB0468
 LB0468.The modeled gravity was interpolated from observed gravity values.
 LB0468
 LB0468;                    North         East    Units  Estimated Accuracy
 LB0468;SPC IN E     -   569,753.       64,177.      MT  (+/- 10 meters HH2 GPS)
 LB0468
 LB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7737070290(NAD 83)
 LB0468
 LB0468                          SUPERSEDED SURVEY CONTROL
 LB0468
 LB0468  NGVD 29 (??/??/92)  268.595  (m)          881.22   (f) ADJ UNCH    2 0
 LB0468
 LB0468.Superseded values are not recommended for survey control.
 LB0468
 LB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0468.See file dsdata.pdf to determine how the superseded data were derived.
 LB0468
 LB0468_MARKER: DB = BENCH MARK DISK
 LB0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0468_SP_SET: BUILDING
 LB0468_STAMPING: J 208 1946
 LB0468_MARK LOGO: CGS
 LB0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0468
 LB0468  HISTORY     - Date     Condition        Report By
 LB0468  HISTORY     - 1946     MONUMENTED       CGS
 LB0468
 LB0468                          STATION DESCRIPTION
 LB0468
 LB0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0468'AT SHARPSVILLE.
 LB0468'AT SHARPSVILLE, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 LB0468'CORNER OF THE METHODIST CHURCH, 1 FOOT NORTH OF THE SOUTHWEST
 LB0468'CORNER, AND 2.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0570 ***********************************************************************
 LB0570  DESIGNATION -  J 209 RESET
 LB0570  PID         -  LB0570
 LB0570  STATE/COUNTY-  IN/HAMILTON
 LB0570  COUNTRY     -  US
 LB0570  USGS QUAD   -  NOBLESVILLE (2019)
 LB0570
 LB0570                         *CURRENT SURVEY CONTROL
 LB0570  ______________________________________________________________________
 LB0570* NAD 83(1986) POSITION- 40 06 05.95   (N) 086 00 49.40   (W)   HD_HELD1
 LB0570* NAVD 88 ORTHO HEIGHT -   247.46  (meters)      811.9   (feet) RESET
 LB0570  ______________________________________________________________________
 LB0570  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 LB0570  VERT ORDER      -  THIRD
 LB0570
 LB0570.The horizontal coordinates were determined by differentially corrected
 LB0570.hand held GPS observations or other comparable positioning techniques
 LB0570.and have an estimated accuracy of +/- 3 meters.
 LB0570
 LB0570.The orthometric height was computed from unverified reset data.
 LB0570
 LB0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0570.GEOID18 height accuracy estimate available here.
 LB0570
 LB0570.Click photographs - Photos may exist for this station.
 LB0570
 LB0570;                    North         East    Units  Estimated Accuracy
 LB0570;SPC IN E     -   538,862.1      70,408.5     MT  (+/- 3 meters HH1 GPS) 
 LB0570
 LB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8406439505(NAD 83)
 LB0570
 LB0570                          SUPERSEDED SURVEY CONTROL
 LB0570
 LB0570.No superseded survey control is available for this station.
 LB0570
 LB0570_MARKER: DB = BENCH MARK DISK
 LB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0570_STAMPING: J 209 RESET 1953
 LB0570_MARK LOGO: CGS
 LB0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0570+STABILITY: SURFACE MOTION
 LB0570
 LB0570  HISTORY     - Date     Condition        Report By
 LB0570  HISTORY     - 1953     MONUMENTED       INHD
 LB0570  HISTORY     - 1954     GOOD             CGS
 LB0570  HISTORY     - 20110714 GOOD             INDNR
 LB0570
 LB0570                          STATION DESCRIPTION
 LB0570
 LB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0570'4 MI N FROM NOBLESVILLE.
 LB0570'0.2 MILE WEST ALONG LOGAN STREET FROM THE COURTHOUSE AT
 LB0570'NOBLESVILLE, HAMILTON COUNTY, THENCE 3.8 MILES NORTH ALONG STATE
 LB0570'HIGHWAY 19 LEADING TO CICERO, 2.2 MILES SOUTH OF THE HAMILTON
 LB0570'COUNTY STATE BANK AT CICERO, 0.2 MILE NORTH OF THE MEASURING
 LB0570'STATION OF THE PANHANDLE EASTERN PIPE LINE CO., AT THE JUNCTION
 LB0570'OF A GRAVEL ROAD LEADING WEST, 174 FEET SOUTH OF THE PROLONGATION
 LB0570'OF THE CENTERLINE OF THE GRAVEL ROAD, 111 FEET WEST-SOUTHWEST
 LB0570'OF THE SOUTHWEST CORNER OF THE BRICK PORCH OF A BRICK HOUSE,
 LB0570'39.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 LB0570'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 209 RESET 1953 AND
 LB0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0570'GROUND.
 LB0570
 LB0570                          STATION RECOVERY (2011)
 LB0570
 LB0570'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 LB0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0489 ***********************************************************************
 LB0489  DESIGNATION -  J 210
 LB0489  PID         -  LB0489
 LB0489  STATE/COUNTY-  IN/TIPTON
 LB0489  COUNTRY     -  US
 LB0489  USGS QUAD   -  SHERIDAN (2019)
 LB0489
 LB0489                         *CURRENT SURVEY CONTROL
 LB0489  ______________________________________________________________________
 LB0489* NAD 83(1986) POSITION- 40 13 49.     (N) 086 14 32.     (W)   SCALED
 LB0489* NAVD 88 ORTHO HEIGHT -   282.436 (meters)      926.63  (feet) ADJUSTED
 LB0489  ______________________________________________________________________
 LB0489  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 LB0489  DYNAMIC HEIGHT  -        282.281 (meters)      926.12  (feet) COMP
 LB0489  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 LB0489
 LB0489  VERT ORDER      -  SECOND    CLASS 0
 LB0489
 LB0489.The horizontal coordinates were scaled from a map and have
 LB0489.an estimated accuracy of +/- 6 seconds.
 LB0489
 LB0489.The orthometric height was determined by differential leveling and
 LB0489.adjusted by the NATIONAL GEODETIC SURVEY
 LB0489.in June 1991.
 LB0489
 LB0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0489.GEOID18 height accuracy estimate available here.
 LB0489
 LB0489.Click photographs - Photos may exist for this station.
 LB0489
 LB0489.The dynamic height is computed by dividing the NAVD 88
 LB0489.geopotential number by the normal gravity value computed on the
 LB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0489.degrees latitude (g = 980.6199 gals.).
 LB0489
 LB0489.The modeled gravity was interpolated from observed gravity values.
 LB0489
 LB0489;                    North         East    Units  Estimated Accuracy
 LB0489;SPC IN E     -   553,250.       51,020.      MT  (+/- 180 meters Scaled)
 LB0489
 LB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK644535(NAD 83)
 LB0489
 LB0489                          SUPERSEDED SURVEY CONTROL
 LB0489
 LB0489  NGVD 29 (??/??/92)  282.545  (m)          926.98   (f) ADJ UNCH    2 0
 LB0489
 LB0489.Superseded values are not recommended for survey control.
 LB0489
 LB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0489.See file dsdata.pdf to determine how the superseded data were derived.
 LB0489
 LB0489_MARKER: DB = BENCH MARK DISK
 LB0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0489_STAMPING: J 210 1946
 LB0489_MARK LOGO: CGS
 LB0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0489+STABILITY: SURFACE MOTION
 LB0489
 LB0489  HISTORY     - Date     Condition        Report By
 LB0489  HISTORY     - 1946     MONUMENTED       CGS
 LB0489  HISTORY     - 1961     GOOD             CGS
 LB0489
 LB0489                          STATION DESCRIPTION
 LB0489
 LB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0489'7.5 MI NW FROM SHERIDAN.
 LB0489'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CITY
 LB0489'HALL AT SHERIDAN, THENCE ABOUT 5.7 MILES NORTH ALONG A COUNTY
 LB0489'LINE ROAD, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS
 LB0489'EXTENDING SOUTH AND EAST, 50 FEET SOUTH OF THE CENTER LINE OF
 LB0489'THE EAST TANGENT, 19 FEET EAST OF THE CENTER LINE OF THE SOUTH
 LB0489'TANGENT, 1 FOOT WEST OF A FENCE LINE, 81 FEET NORTHEAST OF THE
 LB0489'CENTER OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 31 FEET
 LB0489'SOUTH OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LB0489'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  MARK MAY BE
 LB0489'REACHED FROM THE POST OFFICE AT KEMPTON BY GOING ABOUT 0.1 MILE
 LB0489'WEST ALONG THE MAIN STREET, THENCE ABOUT 4.3 MILES SOUTH AND
 LB0489'WEST ALONG A COUNTY ROAD, THENCE ABOUT 0.35 MILE WEST ALONG A
 LB0489'GRAVEL ROAD.
 LB0489
 LB0489                          STATION RECOVERY (1961)
 LB0489
 LB0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0482 ***********************************************************************
 LB0482  DESIGNATION -  J 211
 LB0482  PID         -  LB0482
 LB0482  STATE/COUNTY-  IN/HAMILTON
 LB0482  COUNTRY     -  US
 LB0482  USGS QUAD   -  SHERIDAN (2019)
 LB0482
 LB0482                         *CURRENT SURVEY CONTROL
 LB0482  ______________________________________________________________________
 LB0482* NAD 83(1997) POSITION- 40 10 38.53530(N) 086 13 23.88370(W)   NO CHECK
 LB0482* NAD 83(1997) ELLIP HT-   251.562 (meters)        (05/25/99)   NO CHECK
 LB0482* NAVD 88 ORTHO HEIGHT -   285.773 (meters)      937.57  (feet) ADJUSTED
 LB0482  ______________________________________________________________________
 LB0482  GEOID HEIGHT    -        -34.188 (meters)                     GEOID18
 LB0482  NAD 83(1997) X  -    321,450.668 (meters)                     COMP
 LB0482  NAD 83(1997) Y  - -4,869,618.837 (meters)                     COMP
 LB0482  NAD 83(1997) Z  -  4,093,215.202 (meters)                     COMP
 LB0482  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 LB0482  DYNAMIC HEIGHT  -        285.615 (meters)      937.06  (feet) COMP
 LB0482  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LB0482
 LB0482  HORZ ORDER      -  THIRD
 LB0482  VERT ORDER      -  SECOND    CLASS II
 LB0482  ELLP ORDER      -  FOURTH    CLASS I
 LB0482
 LB0482.This mark is at Sheridan Airport (5I4)
 LB0482
 LB0482.The horizontal coordinates were established by GPS observations
 LB0482.and adjusted by the National Geodetic Survey in May 1999.
 LB0482
 LB0482.No horizontal observational check was made to the station.
 LB0482
 LB0482.The orthometric height was determined by differential leveling and
 LB0482.adjusted by the NATIONAL GEODETIC SURVEY
 LB0482.in June 1991.
 LB0482
 LB0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0482.GEOID18 height accuracy estimate available here.
 LB0482
 LB0482.Click photographs - Photos may exist for this station.
 LB0482
 LB0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0482
 LB0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0482
 LB0482.The ellipsoidal height was determined by GPS observations
 LB0482.and is referenced to NAD 83.
 LB0482
 LB0482.The dynamic height is computed by dividing the NAVD 88
 LB0482.geopotential number by the normal gravity value computed on the
 LB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0482.degrees latitude (g = 980.6199 gals.).
 LB0482
 LB0482.The modeled gravity was interpolated from observed gravity values.
 LB0482
 LB0482. The following values were computed from the NAD 83(1997) position.
 LB0482
 LB0482;                    North         East     Units Scale Factor Converg.
 LB0482;SPC IN E     -   547,360.172    52,591.513   MT  0.99999432   -0 21 32.8
 LB0482;SPC IN E     - 1,795,797.50    172,543.99   sFT  0.99999432   -0 21 32.8
 LB0482;UTM  16      - 4,447,733.132   566,127.276   MT  0.99965383   +0 30 04.0
 LB0482
 LB0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0482!SPC IN E     -   0.99996054  x   0.99999432  =   0.99995486
 LB0482!UTM  16      -   0.99996054  x   0.99965383  =   0.99961438
 LB0482
 LB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6612747733(NAD 83)
 LB0482
 LB0482|---------------------------------------------------------------------|
 LB0482| PID    Reference Object                     Distance      Geod. Az  |
 LB0482|                                                           dddmmss.s |
 LB0482| LB2704 SHEPORT                             389.760 METERS 11250     |
 LB0482|---------------------------------------------------------------------|
 LB0482
 LB0482                          SUPERSEDED SURVEY CONTROL
 LB0482
 LB0482  NAD 83(1986)-  40 10 38.53902(N)    086 13 23.89795(W) AD(       ) 3
 LB0482  NAD 27      -  40 10 38.39832(N)    086 13 23.92785(W) AD(       ) 3
 LB0482  NGVD 29 (??/??/92)  285.880  (m)          937.92   (f) ADJ UNCH    2 0
 LB0482  NGVD 29 (02/23/89)  286.     (m)  RAPSU86  model used  GPS OBS        
 LB0482
 LB0482.Superseded values are not recommended for survey control.
 LB0482
 LB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0482.See file dsdata.pdf to determine how the superseded data were derived.
 LB0482
 LB0482_MARKER: DB = BENCH MARK DISK
 LB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0482_STAMPING: J 211 1946
 LB0482_MARK LOGO: CGS
 LB0482_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0482+STABILITY: SURFACE MOTION
 LB0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0482+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2022
 LB0482
 LB0482  HISTORY     - Date     Condition        Report By
 LB0482  HISTORY     - 1946     MONUMENTED       CGS
 LB0482  HISTORY     - 1961     GOOD             CGS
 LB0482  HISTORY     - 19880701 GOOD             NGS
 LB0482  HISTORY     - 19980318 GOOD             SEC
 LB0482  HISTORY     - 20031202 GOOD             WOOLPT
 LB0482  HISTORY     - 20110706 GOOD             INDIV
 LB0482  HISTORY     - 20220208 GOOD             IN-057
 LB0482
 LB0482                          STATION DESCRIPTION
 LB0482
 LB0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0482'3 MI N FROM SHERIDAN.
 LB0482'ABOUT 1 BLOCK WEST FROM THE POST OFFICE AT SHERIDAN, THENCE
 LB0482'ABOUT 2.95 MILES NORTH ALONG A PAVED COUNTY ROAD, AT THE ENTRANCE
 LB0482'TO THE SHERIDAN AIRPORT, 23 FEET NORTH OF THE CENTER LINE OF THE
 LB0482'ENTRANCE DRIVE, 22 FEET EAST OF THE CENTER LINE OF THE PAVED
 LB0482'ROAD, 8 FEET NORTH OF A GATE POST, 1.5 FEET EAST OF THE CENTER
 LB0482'LINE OF THE FENCE LINE, ABOUT 1 FOOT ABOVE THE PAVED ROAD, AND
 LB0482'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0482
 LB0482                          STATION RECOVERY (1961)
 LB0482
 LB0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0482'RECOVERED IN GOOD CONDITION.
 LB0482
 LB0482                          STATION RECOVERY (1988)
 LB0482
 LB0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB0482'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHEAST OF
 LB0482'FRANKFORT, 24.1 KM (15.00 MI) NORTHWEST OF CARMEL, 4.8 KM (3.00 MI)
 LB0482'NORTH OF SHERIDAN AND NEAR THE ENTRANCE TO SHERIDAN AIRPORT.
 LB0482'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 LB0482'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 LB0482'317-232-5533.
 LB0482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 38
 LB0482'WHICH IS SOUTHWEST OF SHERIDAN, GO NORTHWEST ON STATE HIGHWAY 38 FOR
 LB0482'1.1 KM (0.70 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ONTO SOUTH
 LB0482'CALIFORNIA STREET AND GO NORTH FOR 5.6 KM (3.50 MI) TO AIRPORT
 LB0482'ENTRANCE AND THE STATION.
 LB0482'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED----J 211
 LB0482'1946---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 LB0482'INCHES ABOVE THE GROUND.  LOCATED 6.6 M (21.7 FT) NORTH FROM CENTER
 LB0482'OF ENTRANCE DRIVE, 6.7 M (22.0 FT) EAST FROM CENTER OF PAVED ROAD,
 LB0482'2.4 M (7.9 FT) NORTH FROM A GATE POST AND 2.1 M (6.9 FT) NORTHWEST
 LB0482'FROM WEST LEG OF AIRPORT SIGN.
 LB0482'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB0482'DESCRIBED BY D.L. ADAMS.
 LB0482
 LB0482                          STATION RECOVERY (1998)
 LB0482
 LB0482'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0482'RECOVERED AS DESCRIBED.
 LB0482
 LB0482                          STATION RECOVERY (2003)
 LB0482
 LB0482'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 LB0482'RECOVERED IN GOOD CONDITION.
 LB0482
 LB0482                          STATION RECOVERY (2011)
 LB0482
 LB0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0482'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB0482
 LB0482                          STATION RECOVERY (2022)
 LB0482
 LB0482'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0482'BENCH MARK FOUND AT ENTRANCE TO SHERIDAN AIRPORT PROJECTING 0.5 FT (15
 LB0482'CM) ABOVE GROUND WEST OF SIGN FOR AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0439 ***********************************************************************
 LB0439  DESIGNATION -  J 212
 LB0439  PID         -  LB0439
 LB0439  STATE/COUNTY-  IN/CLINTON
 LB0439  COUNTRY     -  US
 LB0439  USGS QUAD   -  HILLISBURG (2019)
 LB0439
 LB0439                         *CURRENT SURVEY CONTROL
 LB0439  ______________________________________________________________________
 LB0439* NAD 83(1986) POSITION- 40 22 00.     (N) 086 20 30.     (W)   SCALED
 LB0439* NAVD 88 ORTHO HEIGHT -   268.273 (meters)      880.16  (feet) ADJUSTED
 LB0439  ______________________________________________________________________
 LB0439  GEOID HEIGHT    -        -34.259 (meters)                     GEOID18
 LB0439  DYNAMIC HEIGHT  -        268.131 (meters)      879.69  (feet) COMP
 LB0439  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 LB0439
 LB0439  VERT ORDER      -  SECOND    CLASS 0
 LB0439
 LB0439.The horizontal coordinates were scaled from a map and have
 LB0439.an estimated accuracy of +/- 6 seconds.
 LB0439
 LB0439.The orthometric height was determined by differential leveling and
 LB0439.adjusted by the NATIONAL GEODETIC SURVEY
 LB0439.in June 1991.
 LB0439
 LB0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0439.GEOID18 height accuracy estimate available here.
 LB0439
 LB0439.Click photographs - Photos may exist for this station.
 LB0439
 LB0439.The dynamic height is computed by dividing the NAVD 88
 LB0439.geopotential number by the normal gravity value computed on the
 LB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0439.degrees latitude (g = 980.6199 gals.).
 LB0439
 LB0439.The modeled gravity was interpolated from observed gravity values.
 LB0439
 LB0439;                    North         East    Units  Estimated Accuracy
 LB0439;SPC IN W     -   568,490.      962,990.      MT  (+/- 180 meters Scaled)
 LB0439
 LB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK558686(NAD 83)
 LB0439
 LB0439                          SUPERSEDED SURVEY CONTROL
 LB0439
 LB0439  NGVD 29 (??/??/92)  268.382  (m)          880.52   (f) ADJ UNCH    2 0
 LB0439
 LB0439.Superseded values are not recommended for survey control.
 LB0439
 LB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0439.See file dsdata.pdf to determine how the superseded data were derived.
 LB0439
 LB0439_MARKER: DB = BENCH MARK DISK
 LB0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0439_STAMPING: J 212 1946
 LB0439_MARK LOGO: CGS
 LB0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0439+STABILITY: SURFACE MOTION
 LB0439
 LB0439  HISTORY     - Date     Condition        Report By
 LB0439  HISTORY     - 1946     MONUMENTED       CGS
 LB0439
 LB0439                          STATION DESCRIPTION
 LB0439
 LB0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0439'0.7 MI SW FROM FOREST.
 LB0439'0.7 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0439'RAILROAD FROM THE STATION AT FOREST, AT A NORTH-SOUTH GRAVEL
 LB0439'ROAD CROSSING, 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LB0439'FARM HOUSE ON THE EAST SIDE OF THE ROAD, 31 FEET EAST OF THE
 LB0439'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LB0439'4.5 FEET NORTHWEST OF POLE 195/15, 0.5 FOOT ABOVE THE TRACK,
 LB0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0978 ***********************************************************************
 LA0978  DESIGNATION -  J 213
 LA0978  PID         -  LA0978
 LA0978  STATE/COUNTY-  IN/HUNTINGTON
 LA0978  COUNTRY     -  US
 LA0978  USGS QUAD   -  WARREN (2019)
 LA0978
 LA0978                         *CURRENT SURVEY CONTROL
 LA0978  ______________________________________________________________________
 LA0978* NAD 83(1986) POSITION- 40 44 30.     (N) 085 23 30.     (W)   SCALED
 LA0978* NAVD 88 ORTHO HEIGHT -   261.286 (meters)      857.24  (feet) ADJUSTED
 LA0978  ______________________________________________________________________
 LA0978  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LA0978  DYNAMIC HEIGHT  -        261.159 (meters)      856.82  (feet) COMP
 LA0978  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 LA0978
 LA0978  VERT ORDER      -  SECOND    CLASS 0
 LA0978
 LA0978.The horizontal coordinates were scaled from a map and have
 LA0978.an estimated accuracy of +/- 6 seconds.
 LA0978
 LA0978.The orthometric height was determined by differential leveling and
 LA0978.adjusted by the NATIONAL GEODETIC SURVEY
 LA0978.in June 1991.
 LA0978
 LA0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0978.GEOID18 height accuracy estimate available here.
 LA0978
 LA0978.Click photographs - Photos may exist for this station.
 LA0978
 LA0978.The dynamic height is computed by dividing the NAVD 88
 LA0978.geopotential number by the normal gravity value computed on the
 LA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0978.degrees latitude (g = 980.6199 gals.).
 LA0978
 LA0978.The modeled gravity was interpolated from observed gravity values.
 LA0978
 LA0978;                    North         East    Units  Estimated Accuracy
 LA0978;SPC IN E     -   609,910.      123,230.      MT  (+/- 180 meters Scaled)
 LA0978
 LA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL357113(NAD 83)
 LA0978
 LA0978                          SUPERSEDED SURVEY CONTROL
 LA0978
 LA0978  NGVD 29 (??/??/92)  261.417  (m)          857.67   (f) ADJ UNCH    2 0
 LA0978
 LA0978.Superseded values are not recommended for survey control.
 LA0978
 LA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0978.See file dsdata.pdf to determine how the superseded data were derived.
 LA0978
 LA0978_MARKER: DB = BENCH MARK DISK
 LA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0978_STAMPING: J 213 1947
 LA0978_MARK LOGO: CGS
 LA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0978+STABILITY: SURFACE MOTION
 LA0978
 LA0978  HISTORY     - Date     Condition        Report By
 LA0978  HISTORY     - 1947     MONUMENTED       CGS
 LA0978  HISTORY     - 1965     POOR             INHD
 LA0978
 LA0978                          STATION DESCRIPTION
 LA0978
 LA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0978'AT PLUM TREE.
 LA0978'AT PLUM TREE, ALONG STATE HIGHWAY 124, ABOUT 1.0 MILE WEST OF THE
 LA0978'INTERSECTION OF STATE HIGHWAY 3, 103 FEET NORTHEAST OF THE NORTHEAST
 LA0978'CORNER OF THE CHRISTIAN CHURCH BUILDING, 39 FEET SOUTH OF THE
 LA0978'CENTER LINE OF THE HIGHWAY, 202 FEET EAST OF THE CENTER LINE OF A
 LA0978'BLACK TOP STREET CORSSING, 4.5 FEET EAST OF A FENCE CORNER, 1 FOOT
 LA0978'NORTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 LA0978'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0978'POST PROJECTING 6 INCHES.  NOTE-- THIS MARKER IS SLANTING TO THE
 LA0978'SOUTH AND LARGE CHIPS OF CONCRETE HAVE BEEN KNOCKED FROM THE TOP
 LA0978'OF THE POST.
 LA0978
 LA0978                          STATION RECOVERY (1965)
 LA0978
 LA0978'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0978'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0910 ***********************************************************************
 LA0910  DESIGNATION -  J 214
 LA0910  PID         -  LA0910
 LA0910  STATE/COUNTY-  IN/HUNTINGTON
 LA0910  COUNTRY     -  US
 LA0910  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0910
 LA0910                         *CURRENT SURVEY CONTROL
 LA0910  ______________________________________________________________________
 LA0910* NAD 83(1986) POSITION- 40 40 59.     (N) 085 22 22.     (W)   SCALED
 LA0910* NAVD 88 ORTHO HEIGHT -   263.126 (meters)      863.27  (feet) ADJUSTED
 LA0910  ______________________________________________________________________
 LA0910  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA0910  DYNAMIC HEIGHT  -        262.996 (meters)      862.85  (feet) COMP
 LA0910  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 LA0910
 LA0910  VERT ORDER      -  SECOND    CLASS 0
 LA0910
 LA0910.The horizontal coordinates were scaled from a map and have
 LA0910.an estimated accuracy of +/- 6 seconds.
 LA0910
 LA0910.The orthometric height was determined by differential leveling and
 LA0910.adjusted by the NATIONAL GEODETIC SURVEY
 LA0910.in June 1991.
 LA0910
 LA0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0910.GEOID18 height accuracy estimate available here.
 LA0910
 LA0910.Click photographs - Photos may exist for this station.
 LA0910
 LA0910.The dynamic height is computed by dividing the NAVD 88
 LA0910.geopotential number by the normal gravity value computed on the
 LA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0910.degrees latitude (g = 980.6199 gals.).
 LA0910
 LA0910.The modeled gravity was interpolated from observed gravity values.
 LA0910
 LA0910;                    North         East    Units  Estimated Accuracy
 LA0910;SPC IN E     -   603,400.      124,840.      MT  (+/- 180 meters Scaled)
 LA0910
 LA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL375048(NAD 83)
 LA0910
 LA0910                          SUPERSEDED SURVEY CONTROL
 LA0910
 LA0910  NGVD 29 (??/??/92)  263.257  (m)          863.70   (f) ADJ UNCH    2 0
 LA0910
 LA0910.Superseded values are not recommended for survey control.
 LA0910
 LA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0910.See file dsdata.pdf to determine how the superseded data were derived.
 LA0910
 LA0910_MARKER: DB = BENCH MARK DISK
 LA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0910_STAMPING: J 214 1947
 LA0910_MARK LOGO: CGS
 LA0910_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0910+STABILITY: SURFACE MOTION
 LA0910
 LA0910  HISTORY     - Date     Condition        Report By
 LA0910  HISTORY     - 1947     MONUMENTED       CGS
 LA0910
 LA0910                          STATION DESCRIPTION
 LA0910
 LA0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0910'10.4 MI S FROM MARKLE.
 LA0910'ABOUT 10.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0910'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, ABOUT 0.5 MILE
 LA0910'SOUTH OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0910'RAILROAD, AT A BLACK TOP ROAD CROSSING, 83 FEET SOUTH OF THE
 LA0910'CENTER LINE OF THE CROSS ROAD, 40 FEET EAST OF THE CENTER LINE
 LA0910'OF THE HIGHWAY, 14 FEET SOUTH OF A 3-INCH PIPE FENCE CORNER
 LA0910'POST, 12.5 FEET SOUTH OF A POWER POLE FROM WHICH LINE CROSSES
 LA0910'THE HIGHWAY, 1.5 FEET WEST OF THE FENCE, 1.5 FEET NORTH OF A
 LA0910'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0910'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0938 ***********************************************************************
 LA0938  DESIGNATION -  J 215
 LA0938  PID         -  LA0938
 LA0938  STATE/COUNTY-  IN/BLACKFORD
 LA0938  COUNTRY     -  US
 LA0938  USGS QUAD   -  MONTPELIER (2019)
 LA0938
 LA0938                         *CURRENT SURVEY CONTROL
 LA0938  ______________________________________________________________________
 LA0938* NAD 83(1986) POSITION- 40 33 05.     (N) 085 18 56.     (W)   SCALED
 LA0938* NAVD 88 ORTHO HEIGHT -   267.390 (meters)      877.26  (feet) ADJUSTED
 LA0938  ______________________________________________________________________
 LA0938  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 LA0938  DYNAMIC HEIGHT  -        267.254 (meters)      876.82  (feet) COMP
 LA0938  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 LA0938
 LA0938  VERT ORDER      -  SECOND    CLASS 0
 LA0938
 LA0938.The horizontal coordinates were scaled from a map and have
 LA0938.an estimated accuracy of +/- 6 seconds.
 LA0938
 LA0938.The orthometric height was determined by differential leveling and
 LA0938.adjusted by the NATIONAL GEODETIC SURVEY
 LA0938.in June 1991.
 LA0938
 LA0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0938.GEOID18 height accuracy estimate available here.
 LA0938
 LA0938.Click photographs - Photos may exist for this station.
 LA0938
 LA0938.The dynamic height is computed by dividing the NAVD 88
 LA0938.geopotential number by the normal gravity value computed on the
 LA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0938.degrees latitude (g = 980.6199 gals.).
 LA0938
 LA0938.The modeled gravity was interpolated from observed gravity values.
 LA0938
 LA0938;                    North         East    Units  Estimated Accuracy
 LA0938;SPC IN E     -   588,800.      129,740.      MT  (+/- 180 meters Scaled)
 LA0938
 LA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK426903(NAD 83)
 LA0938
 LA0938                          SUPERSEDED SURVEY CONTROL
 LA0938
 LA0938  NGVD 29 (??/??/92)  267.524  (m)          877.70   (f) ADJ UNCH    2 0
 LA0938
 LA0938.Superseded values are not recommended for survey control.
 LA0938
 LA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0938.See file dsdata.pdf to determine how the superseded data were derived.
 LA0938
 LA0938_MARKER: DB = BENCH MARK DISK
 LA0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0938_STAMPING: J 215 1947
 LA0938_MARK LOGO: CGS
 LA0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0938+STABILITY: SURFACE MOTION
 LA0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0938+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 LA0938
 LA0938  HISTORY     - Date     Condition        Report By
 LA0938  HISTORY     - 1947     MONUMENTED       CGS
 LA0938  HISTORY     - 1970     GOOD             NGS
 LA0938  HISTORY     - 20140918 GOOD             INDNR
 LA0938
 LA0938                          STATION DESCRIPTION
 LA0938
 LA0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0938'2 MI W FROM MONTPELIER.
 LA0938'2.05 MILES WEST ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH
 LA0938'STATE HIGHWAY 303 AT MONTPELIER, 34 FEET EAST OF THE CENTERLINE
 LA0938'OF COUNTY ROAD 300, 31 FEET SOUTH OF THE CENTERLINE OF THE
 LA0938'HIGHWAY, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 6 FEET WEST
 LA0938'OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0938'ABOUT 4 INCHES.
 LA0938
 LA0938                          STATION RECOVERY (2014)
 LA0938
 LA0938'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (BC)
 LA0938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0957 ***********************************************************************
 LA0957  DESIGNATION -  J 216
 LA0957  PID         -  LA0957
 LA0957  STATE/COUNTY-  IN/WELLS
 LA0957  COUNTRY     -  US
 LA0957  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0957
 LA0957                         *CURRENT SURVEY CONTROL
 LA0957  ______________________________________________________________________
 LA0957* NAD 83(1997) POSITION- 40 39 16.53531(N) 085 17 51.09600(W)   ADJUSTED
 LA0957* NAVD 88 ORTHO HEIGHT -   263.102 (meters)      863.19  (feet) ADJUSTED
 LA0957  ______________________________________________________________________
 LA0957  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 LA0957  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 LA0957  DYNAMIC HEIGHT  -        262.971 (meters)      862.76  (feet) COMP
 LA0957  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 LA0957
 LA0957  HORZ ORDER      -  SECOND
 LA0957  VERT ORDER      -  SECOND    CLASS 0
 LA0957
 LA0957.The horizontal coordinates were established by classical geodetic methods
 LA0957.and adjusted by the National Geodetic Survey in May 1999.
 LA0957
 LA0957.The orthometric height was determined by differential leveling and
 LA0957.adjusted by the NATIONAL GEODETIC SURVEY
 LA0957.in June 1991.
 LA0957
 LA0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0957.GEOID18 height accuracy estimate available here.
 LA0957
 LA0957.Click photographs - Photos may exist for this station.
 LA0957
 LA0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0957
 LA0957.The dynamic height is computed by dividing the NAVD 88
 LA0957.geopotential number by the normal gravity value computed on the
 LA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0957.degrees latitude (g = 980.6199 gals.).
 LA0957
 LA0957.The modeled gravity was interpolated from observed gravity values.
 LA0957
 LA0957. The following values were computed from the NAD 83(1997) position.
 LA0957
 LA0957;                    North         East     Units Scale Factor Converg.
 LA0957;SPC IN E     -   600,267.364   131,218.221   MT  0.99997866   +0 14 25.8
 LA0957;SPC IN E     - 1,969,377.18    430,505.11   sFT  0.99997866   +0 14 25.8
 LA0957;UTM  16      - 4,501,808.116   643,928.707   MT  0.99985498   +1 06 33.6
 LA0957
 LA0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0957!SPC IN E     -   0.99996407  x   0.99997866  =   0.99994273
 LA0957!UTM  16      -   0.99996407  x   0.99985498  =   0.99981905
 LA0957
 LA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4392801808(NAD 83)
 LA0957
 LA0957                          SUPERSEDED SURVEY CONTROL
 LA0957
 LA0957  NAD 83(1995)-  40 39 16.53485(N)    085 17 51.10664(W) AD(       ) 2
 LA0957  NAD 83(1986)-  40 39 16.53792(N)    085 17 51.11075(W) AD(       ) 2
 LA0957  NAD 27      -  40 39 16.36520(N)    085 17 51.22670(W) AD(       ) 2
 LA0957  NGVD 29 (??/??/92)  263.236  (m)          863.63   (f) ADJ UNCH    2 0
 LA0957  NGVD 29             263.24   (m)          863.6    (f) LEVELING    3  
 LA0957
 LA0957.Superseded values are not recommended for survey control.
 LA0957
 LA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0957.See file dsdata.pdf to determine how the superseded data were derived.
 LA0957
 LA0957_MARKER: DB = BENCH MARK DISK
 LA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0957_STAMPING: J 216 1947
 LA0957_MARK LOGO: CGS
 LA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0957+STABILITY: SURFACE MOTION
 LA0957
 LA0957  HISTORY     - Date     Condition        Report By
 LA0957  HISTORY     - 1955     MONUMENTED       CGS
 LA0957  HISTORY     - 1969     GOOD             CGS
 LA0957  HISTORY     - 1977     GOOD             NGS
 LA0957
 LA0957                          STATION DESCRIPTION
 LA0957
 LA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0957'SEE STATION LION
 LA0957
 LA0957                          STATION RECOVERY (1969)
 LA0957
 LA0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA0957'3.8 MI W FROM PONETO.
 LA0957'3.85 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE NEW YORK,
 LA0957'CHI. AND ST. LOUIS RR AT PONETO, ABOUT 1.0 MILE WEST OF THE
 LA0957'INTERSECTION OF S.R. 303, AT THE JUNCTION OF A GRAVEL ROAD
 LA0957'LEADING NORTH, (400 W) 42 FT. EAST OF THE C/L OF THE ROAD NORTH,
 LA0957'25 FT. EAST OF THE FENCE CORNER, 42 FT. NORTH OF THE C/L OF THE
 LA0957'HIGHWAY, 17 FT. EAST OF A TELEPHONE POLE, 1 FT. SOUTH OF THE
 LA0957'FENCE LINE, ABOUT 70 YDS. EAST OF THE JUNCTION OF THE ROAD
 LA0957'SOUTH, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0957'CONCRETE POST PROJECTING 5 INCHES.
 LA0957
 LA0957                          STATION RECOVERY (1977)
 LA0957
 LA0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LA0957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1236 ***********************************************************************
 LA1236  DESIGNATION -  J 217
 LA1236  PID         -  LA1236
 LA1236  STATE/COUNTY-  IN/DELAWARE
 LA1236  COUNTRY     -  US
 LA1236  USGS QUAD   -  WHEELING (2019)
 LA1236
 LA1236                         *CURRENT SURVEY CONTROL
 LA1236  ______________________________________________________________________
 LA1236* NAD 83(1986) POSITION- 40 21 50.     (N) 085 29 08.     (W)   SCALED
 LA1236* NAVD 88 ORTHO HEIGHT -   270.604 (meters)      887.81  (feet) ADJUSTED
 LA1236  ______________________________________________________________________
 LA1236  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 LA1236  DYNAMIC HEIGHT  -        270.465 (meters)      887.35  (feet) COMP
 LA1236  MODELED GRAVITY -    980,104.1   (mgal)                       NAVD 88
 LA1236
 LA1236  VERT ORDER      -  SECOND    CLASS 0
 LA1236
 LA1236.The horizontal coordinates were scaled from a map and have
 LA1236.an estimated accuracy of +/- 6 seconds.
 LA1236
 LA1236.The orthometric height was determined by differential leveling and
 LA1236.adjusted by the NATIONAL GEODETIC SURVEY
 LA1236.in June 1991.
 LA1236
 LA1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1236.GEOID18 height accuracy estimate available here.
 LA1236
 LA1236.Click photographs - Photos may exist for this station.
 LA1236
 LA1236.The dynamic height is computed by dividing the NAVD 88
 LA1236.geopotential number by the normal gravity value computed on the
 LA1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1236.degrees latitude (g = 980.6199 gals.).
 LA1236
 LA1236.The modeled gravity was interpolated from observed gravity values.
 LA1236
 LA1236;                    North         East    Units  Estimated Accuracy
 LA1236;SPC IN E     -   567,940.      115,380.      MT  (+/- 180 meters Scaled)
 LA1236
 LA1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK285692(NAD 83)
 LA1236
 LA1236                          SUPERSEDED SURVEY CONTROL
 LA1236
 LA1236  NGVD 29 (??/??/92)  270.741  (m)          888.26   (f) ADJ UNCH    2 0
 LA1236
 LA1236.Superseded values are not recommended for survey control.
 LA1236
 LA1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1236.See file dsdata.pdf to determine how the superseded data were derived.
 LA1236
 LA1236_MARKER: DB = BENCH MARK DISK
 LA1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1236_STAMPING: J 217 1947
 LA1236_MARK LOGO: CGS
 LA1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1236+STABILITY: SURFACE MOTION
 LA1236
 LA1236  HISTORY     - Date     Condition        Report By
 LA1236  HISTORY     - 1947     MONUMENTED       CGS
 LA1236
 LA1236                          STATION DESCRIPTION
 LA1236
 LA1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1236'1.2 MI NW FROM WHEELING.
 LA1236'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE ROAD
 LA1236'JUNCTION AT WHEELING, ABOUT 1.75 MILES SOUTH OF THE JUNCTION
 LA1236'OF STATE HIGHWAY 221 AT MATTHEWS, GRAND COUNTY, ABOUT 0.15 MILE
 LA1236'NORTH OF A RIGHT-ANGLE TURN IN THE HIGHWAY WITH TANGENTS NORTH
 LA1236'AND EAST, AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST,
 LA1236'41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH
 LA1236'OF THE CENTER LINE OF THE ROAD WEST 23 FEET WEST OF A FENCE
 LA1236'CORNER, 11.3 FEET EAST OF POWER POLE NO. 39/DE352, 1 FOOT NORTH
 LA1236'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA1236'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1236'POST PROJECTING 5 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1520 ***********************************************************************
 LA1520  DESIGNATION -  J 218
 LA1520  PID         -  LA1520
 LA1520  STATE/COUNTY-  IN/DELAWARE
 LA1520  COUNTRY     -  US
 LA1520  USGS QUAD   -  GILMAN (2019)
 LA1520
 LA1520                         *CURRENT SURVEY CONTROL
 LA1520  ______________________________________________________________________
 LA1520* NAD 83(1986) POSITION- 40 14 01.     (N) 085 34 31.     (W)   SCALED
 LA1520* NAVD 88 ORTHO HEIGHT -   273.812 (meters)      898.33  (feet) ADJUSTED
 LA1520  ______________________________________________________________________
 LA1520  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 LA1520  DYNAMIC HEIGHT  -        273.668 (meters)      897.86  (feet) COMP
 LA1520  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 LA1520
 LA1520  VERT ORDER      -  SECOND    CLASS 0
 LA1520
 LA1520.The horizontal coordinates were scaled from a map and have
 LA1520.an estimated accuracy of +/- 6 seconds.
 LA1520
 LA1520.The orthometric height was determined by differential leveling and
 LA1520.adjusted by the NATIONAL GEODETIC SURVEY
 LA1520.in June 1991.
 LA1520
 LA1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1520.GEOID18 height accuracy estimate available here.
 LA1520
 LA1520.Click photographs - Photos may exist for this station.
 LA1520
 LA1520.The dynamic height is computed by dividing the NAVD 88
 LA1520.geopotential number by the normal gravity value computed on the
 LA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1520.degrees latitude (g = 980.6199 gals.).
 LA1520
 LA1520.The modeled gravity was interpolated from observed gravity values.
 LA1520
 LA1520;                    North         East    Units  Estimated Accuracy
 LA1520;SPC IN E     -   553,460.      107,780.      MT  (+/- 180 meters Scaled)
 LA1520
 LA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212546(NAD 83)
 LA1520
 LA1520                          SUPERSEDED SURVEY CONTROL
 LA1520
 LA1520  NGVD 29 (??/??/92)  273.953  (m)          898.79   (f) ADJ UNCH    2 0
 LA1520
 LA1520.Superseded values are not recommended for survey control.
 LA1520
 LA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1520.See file dsdata.pdf to determine how the superseded data were derived.
 LA1520
 LA1520_MARKER: DB = BENCH MARK DISK
 LA1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1520_STAMPING: J 218 1947
 LA1520_MARK LOGO: CGS
 LA1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1520+STABILITY: SURFACE MOTION
 LA1520
 LA1520  HISTORY     - Date     Condition        Report By
 LA1520  HISTORY     - 1947     MONUMENTED       CGS
 LA1520
 LA1520                          STATION DESCRIPTION
 LA1520
 LA1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1520'AT GILMAN.
 LA1520'AT GILMAN, ALONG THE DELAWARE-MADISON COUNTY LINE, AT THE
 LA1520'CROSSROADS, 34.5 FEET EAST OF THE CENTER LINE OF THE COUNTY
 LA1520'LINE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 LA1520'16 FEET EAST OF A CONCRETE FENCE CORNER POST, ABOUT 55 YARDS
 LA1520'NORTHEAST AND ACROSS THE EAST-WEST ROAD FROM THE CENTER OF THE
 LA1520'INTERSECTION OF THE COUNTY LINE ROAD AND THE NEW YORK, CHICAGO
 LA1520'AND ST. LOUIS RAILROAD, 1.5 FEET SOUTH OF THE FENCE LINE, 1.5
 LA1520'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 LA1520'THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1520'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1219 ***********************************************************************
 LA1219  DESIGNATION -  J 219
 LA1219  PID         -  LA1219
 LA1219  STATE/COUNTY-  IN/DELAWARE
 LA1219  COUNTRY     -  US
 LA1219  USGS QUAD   -  MUNCIE WEST (2019)
 LA1219
 LA1219                         *CURRENT SURVEY CONTROL
 LA1219  ______________________________________________________________________
 LA1219* NAD 83(1986) POSITION- 40 13 30.     (N) 085 24 21.     (W)   SCALED
 LA1219* NAVD 88 ORTHO HEIGHT -   285.748 (meters)      937.49  (feet) ADJUSTED
 LA1219  ______________________________________________________________________
 LA1219  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LA1219  DYNAMIC HEIGHT  -        285.597 (meters)      937.00  (feet) COMP
 LA1219  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LA1219
 LA1219  VERT ORDER      -  SECOND    CLASS 0
 LA1219
 LA1219.The horizontal coordinates were scaled from a map and have
 LA1219.an estimated accuracy of +/- 6 seconds.
 LA1219
 LA1219.The orthometric height was determined by differential leveling and
 LA1219.adjusted by the NATIONAL GEODETIC SURVEY
 LA1219.in June 1991.
 LA1219
 LA1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1219.GEOID18 height accuracy estimate available here.
 LA1219
 LA1219.Click photographs - Photos may exist for this station.
 LA1219
 LA1219.The dynamic height is computed by dividing the NAVD 88
 LA1219.geopotential number by the normal gravity value computed on the
 LA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1219.degrees latitude (g = 980.6199 gals.).
 LA1219
 LA1219.The modeled gravity was interpolated from observed gravity values.
 LA1219
 LA1219;                    North         East    Units  Estimated Accuracy
 LA1219;SPC IN E     -   552,530.      122,200.      MT  (+/- 180 meters Scaled)
 LA1219
 LA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK356539(NAD 83)
 LA1219
 LA1219                          SUPERSEDED SURVEY CONTROL
 LA1219
 LA1219  NGVD 29 (??/??/92)  285.884  (m)          937.94   (f) ADJ UNCH    2 0
 LA1219
 LA1219.Superseded values are not recommended for survey control.
 LA1219
 LA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1219.See file dsdata.pdf to determine how the superseded data were derived.
 LA1219
 LA1219_MARKER: DB = BENCH MARK DISK
 LA1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1219_STAMPING: J 219 1947
 LA1219_MARK LOGO: CGS
 LA1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1219+STABILITY: SURFACE MOTION
 LA1219
 LA1219  HISTORY     - Date     Condition        Report By
 LA1219  HISTORY     - 1947     MONUMENTED       CGS
 LA1219  HISTORY     - 20071029 MARK NOT FOUND   BFSINC
 LA1219
 LA1219                          STATION DESCRIPTION
 LA1219
 LA1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1219'2.4 MI NW FROM MUNCIE.
 LA1219'ABOUT 2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1219'HOUSE AT MUNCIE, IN THE Y FORMED BY THE JUNCTION OF A BLACK TOP
 LA1219'ROAD LEADING NORTH, 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 LA1219'HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 LA1219'7.5 FEET SOUTH OF POWER POLE NO. DE 55206, 39 FEET EAST OF POLE
 LA1219'NO. DE 55209, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA1219'ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1219'POST PROJECTING 5 INCHES.
 LA1219
 LA1219                          STATION RECOVERY (2007)
 LA1219
 LA1219'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LA1219'APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION/WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0686 ***********************************************************************
 MD0686  DESIGNATION -  J 22
 MD0686  PID         -  MD0686
 MD0686  STATE/COUNTY-  IN/DE KALB
 MD0686  COUNTRY     -  US
 MD0686  USGS QUAD   -  WATERLOO (2019)
 MD0686
 MD0686                         *CURRENT SURVEY CONTROL
 MD0686  ______________________________________________________________________
 MD0686* NAD 83(1986) POSITION- 41 26 04.     (N) 085 01 30.     (W)   SCALED
 MD0686* NAVD 88 ORTHO HEIGHT -   275.492 (meters)      903.84  (feet) ADJUSTED
 MD0686  ______________________________________________________________________
 MD0686  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 MD0686  DYNAMIC HEIGHT  -        275.384 (meters)      903.49  (feet) COMP
 MD0686  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 MD0686
 MD0686  VERT ORDER      -  SECOND    CLASS 0
 MD0686
 MD0686.The horizontal coordinates were scaled from a map and have
 MD0686.an estimated accuracy of +/- 6 seconds.
 MD0686
 MD0686.The orthometric height was determined by differential leveling and
 MD0686.adjusted by the NATIONAL GEODETIC SURVEY
 MD0686.in June 1991.
 MD0686
 MD0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0686.GEOID18 height accuracy estimate available here.
 MD0686
 MD0686.Click photographs - Photos may exist for this station.
 MD0686
 MD0686.The dynamic height is computed by dividing the NAVD 88
 MD0686.geopotential number by the normal gravity value computed on the
 MD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0686.degrees latitude (g = 980.6199 gals.).
 MD0686
 MD0686.The modeled gravity was interpolated from observed gravity values.
 MD0686
 MD0686;                    North         East    Units  Estimated Accuracy
 MD0686;SPC IN E     -   687,000.      153,630.      MT  (+/- 180 meters Scaled)
 MD0686
 MD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650888(NAD 83)
 MD0686
 MD0686                          SUPERSEDED SURVEY CONTROL
 MD0686
 MD0686  NGVD 29 (??/??/92)  275.644  (m)          904.34   (f) ADJ UNCH    2 0
 MD0686
 MD0686.Superseded values are not recommended for survey control.
 MD0686
 MD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0686.See file dsdata.pdf to determine how the superseded data were derived.
 MD0686
 MD0686_MARKER: DB = BENCH MARK DISK
 MD0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0686_STAMPING: J 22 1934
 MD0686_MARK LOGO: CGS
 MD0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0686+STABILITY: SURFACE MOTION
 MD0686
 MD0686  HISTORY     - Date     Condition        Report By
 MD0686  HISTORY     - 1934     MONUMENTED       CGS
 MD0686  HISTORY     - 1960     GOOD             CGS
 MD0686  HISTORY     - 1979     POOR             INHD
 MD0686
 MD0686                          STATION DESCRIPTION
 MD0686
 MD0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0686'NEAR WATERLOO.
 MD0686'ABOUT 0.3 MILE W ALONG NO. 6 U.S. HIGHWAY (W. UNION STREET)
 MD0686'FROM ITS INTERSECTION WITH NO. 27 U.S. HWY. IN HEART OF WATERLOO,
 MD0686'THENCE ABOUT 155 YARDS N ALONG N. CENTER STREET TO THE MARK
 MD0686'ON THE LEFT, 45 FEET NW OF NW RAIL OF FORT WAYNE BRANCH OF
 MD0686'NEW YORK CENTRAL RAILROAD (ABOUT ONE QUARTER-MILE NE OF ITS
 MD0686'JUNCTION WITH THE MAIN LINE), 1.0 FEET LOWER THAN TOP OF SAME,
 MD0686'33 FEET W OF CENTER LINE OF THE STREET, 2 FEET SE OF RIGHT-OF-WAY
 MD0686'FENCE, 1.3 FEET SW OF STEEL WITNESS POST, AND PROJECTS 0.4
 MD0686'FOOT ABOVE GROUND.
 MD0686
 MD0686                          STATION RECOVERY (1979)
 MD0686
 MD0686'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1979
 MD0686'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1248 ***********************************************************************
 LA1248  DESIGNATION -  J 220
 LA1248  PID         -  LA1248
 LA1248  STATE/COUNTY-  IN/BLACKFORD
 LA1248  COUNTRY     -  US
 LA1248  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1248
 LA1248                         *CURRENT SURVEY CONTROL
 LA1248  ______________________________________________________________________
 LA1248* NAD 83(1986) POSITION- 40 23 32.     (N) 085 16 36.     (W)   SCALED
 LA1248* NAVD 88 ORTHO HEIGHT -   276.005 (meters)      905.53  (feet) ADJUSTED
 LA1248  ______________________________________________________________________
 LA1248  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 LA1248  DYNAMIC HEIGHT  -        275.863 (meters)      905.06  (feet) COMP
 LA1248  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LA1248
 LA1248  VERT ORDER      -  SECOND    CLASS 0
 LA1248
 LA1248.The horizontal coordinates were scaled from a map and have
 LA1248.an estimated accuracy of +/- 6 seconds.
 LA1248
 LA1248.The orthometric height was determined by differential leveling and
 LA1248.adjusted by the NATIONAL GEODETIC SURVEY
 LA1248.in June 1991.
 LA1248
 LA1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1248.GEOID18 height accuracy estimate available here.
 LA1248
 LA1248.Click photographs - Photos may exist for this station.
 LA1248
 LA1248.The dynamic height is computed by dividing the NAVD 88
 LA1248.geopotential number by the normal gravity value computed on the
 LA1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1248.degrees latitude (g = 980.6199 gals.).
 LA1248
 LA1248.The modeled gravity was interpolated from observed gravity values.
 LA1248
 LA1248;                    North         East    Units  Estimated Accuracy
 LA1248;SPC IN E     -   571,140.      133,110.      MT  (+/- 180 meters Scaled)
 LA1248
 LA1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462727(NAD 83)
 LA1248
 LA1248                          SUPERSEDED SURVEY CONTROL
 LA1248
 LA1248  NGVD 29 (??/??/92)  276.140  (m)          905.97   (f) ADJ UNCH    2 0
 LA1248
 LA1248.Superseded values are not recommended for survey control.
 LA1248
 LA1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1248.See file dsdata.pdf to determine how the superseded data were derived.
 LA1248
 LA1248_MARKER: DB = BENCH MARK DISK
 LA1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1248_SP_SET: BRIDGE
 LA1248_STAMPING: J 220 1947
 LA1248_MARK LOGO: CGS
 LA1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1248
 LA1248  HISTORY     - Date     Condition        Report By
 LA1248  HISTORY     - 1947     MONUMENTED       CGS
 LA1248
 LA1248                          STATION DESCRIPTION
 LA1248
 LA1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1248'0.8 MI S FROM MILGROVE.
 LA1248'ABOUT 0.85 MILE SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1248'MILGROVE, ABOUT 1.0 MILE NORTH OF THE BLACKFORD-DELAWARE COUNTY
 LA1248'LINE, SET IN THE TOP OF THE NORTHWEST WING WALL OF A 35-FOOT
 LA1248'CONCRETE BRIDGE OVER BIG LICK CREEK, 10.5 FEET WEST OF THE
 LA1248'CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF THE NORTHWEST
 LA1248'END OF THE WING WALL AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0549 ***********************************************************************
 MD0549  DESIGNATION -  J 221
 MD0549  PID         -  MD0549
 MD0549  STATE/COUNTY-  IN/ALLEN
 MD0549  COUNTRY     -  US
 MD0549  USGS QUAD   -  MAPLES (2019)
 MD0549
 MD0549                         *CURRENT SURVEY CONTROL
 MD0549  ______________________________________________________________________
 MD0549* NAD 83(1997) POSITION- 41 03 23.43875(N) 084 58 15.56530(W)   ADJUSTED
 MD0549* NAVD 88 ORTHO HEIGHT -   240.342 (meters)      788.52  (feet) ADJUSTED
 MD0549  ______________________________________________________________________
 MD0549  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 MD0549  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 MD0549  DYNAMIC HEIGHT  -        240.244 (meters)      788.20  (feet) COMP
 MD0549  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 MD0549
 MD0549  HORZ ORDER      -  SECOND
 MD0549  VERT ORDER      -  SECOND    CLASS 0
 MD0549
 MD0549.The horizontal coordinates were established by classical geodetic methods
 MD0549.and adjusted by the National Geodetic Survey in May 1999.
 MD0549
 MD0549.The orthometric height was determined by differential leveling and
 MD0549.adjusted by the NATIONAL GEODETIC SURVEY
 MD0549.in June 1991.
 MD0549
 MD0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0549.GEOID18 height accuracy estimate available here.
 MD0549
 MD0549.Click photographs - Photos may exist for this station.
 MD0549
 MD0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0549
 MD0549.The dynamic height is computed by dividing the NAVD 88
 MD0549.geopotential number by the normal gravity value computed on the
 MD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0549.degrees latitude (g = 980.6199 gals.).
 MD0549
 MD0549.The modeled gravity was interpolated from observed gravity values.
 MD0549
 MD0549. The following values were computed from the NAD 83(1997) position.
 MD0549
 MD0549;                    North         East     Units Scale Factor Converg.
 MD0549;SPC IN E     -   645,066.945   158,479.086   MT  1.00000874   +0 27 25.0
 MD0549;SPC IN E     - 2,116,357.14    519,943.47   sFT  1.00000874   +0 27 25.0
 MD0549;UTM  16      - 4,547,013.648   670,501.950   MT  0.99995780   +1 19 58.7
 MD0549
 MD0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0549!SPC IN E     -   0.99996750  x   1.00000874  =   0.99997624
 MD0549!UTM  16      -   0.99996750  x   0.99995780  =   0.99992530
 MD0549
 MD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7050147013(NAD 83)
 MD0549
 MD0549                          SUPERSEDED SURVEY CONTROL
 MD0549
 MD0549  NAD 83(1995)-  41 03 23.43949(N)    084 58 15.56786(W) AD(       ) 2
 MD0549  NAD 83(1986)-  41 03 23.44035(N)    084 58 15.58041(W) AD(       ) 2
 MD0549  NAD 27      -  41 03 23.26720(N)    084 58 15.70210(W) AD(       ) 2
 MD0549  NGVD 29 (??/??/92)  240.497  (m)          789.03   (f) ADJ UNCH    2 0
 MD0549  NGVD 29             240.50   (m)          789.0    (f) LEVELING    3  
 MD0549
 MD0549.Superseded values are not recommended for survey control.
 MD0549
 MD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0549.See file dsdata.pdf to determine how the superseded data were derived.
 MD0549
 MD0549_MARKER: DB = BENCH MARK DISK
 MD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0549_STAMPING: J 221 1947
 MD0549_MARK LOGO: CGS
 MD0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0549+STABILITY: SURFACE MOTION
 MD0549
 MD0549  HISTORY     - Date     Condition        Report By
 MD0549  HISTORY     - 1947     MONUMENTED       CGS
 MD0549  HISTORY     - 1960     GOOD             CGS
 MD0549  HISTORY     - 1968     POOR             INHD
 MD0549
 MD0549                          STATION DESCRIPTION
 MD0549
 MD0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0549'THIS IS A TRAVERSE STATION.
 MD0549'
 MD0549'STATION IS LOCATED 3.7 MILES SOUTHEAST OF THE JUNCTION OF U.S.
 MD0549'HIGHWAYS 24 AND 30 AND
 MD0549'STATE HIGHWAY 14 IN NEW HAVEN AND ON THE NORTHEAST SIDE OF U.S.
 MD0549'HIGHWAY 30.  IT IS 49 FEET NORTHEAST OF
 MD0549'THE CENTER OF THE HIGHWAY AND 2 FEET NORTHWEST OF A WHITE WITNESS
 MD0549'POST.  THE MARK IS A 12 X 12 INCH CONCRETE
 MD0549'POST PROJECTING ABOUT 4 INCHES WITH A STANDARD
 MD0549'USC AND GS BM DISK STAMPED J 221 1947.  A TRAVERSE CONNECTION
 MD0549'WAS MADE FROM TRIANGULATION STATION
 MD0549'BANDELIER AND THE DISTANCE WAS FOUND TO BE 122.39 FEET (37.304 M).
 MD0549
 MD0549                          STATION RECOVERY (1960)
 MD0549
 MD0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0549'RECOVERED IN GOOD CONDITION AS DESCRIBED ORIGINALLY AS A TRAVERSE
 MD0549'STATION, EXCEPT THAT THIS
 MD0549'RECOVERER REPLACED THE WOODEN WITNESS POST WITH A STEEL ONE.
 MD0549'POSITION OF SUBJECT MARK DETERMINED BY
 MD0549'TRAVERSE FROM TRIANGULATION STATION BANDELIER.
 MD0549
 MD0549                          STATION RECOVERY (1968)
 MD0549
 MD0549'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0549'3.1 MI N FROM MAPLES.
 MD0549'ABOUT 3.1 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 MD0549'PENN. R.R. AT MAPLES, AT THE JUNC. OF U.S. 30, ABOUT 3.65 MILES
 MD0549'SOUTHEAST ALONG U.S. 30 FROM ITS JUNC. WITH S.R. 14 AT NEW HAVEN,
 MD0549'0.6 MILES SOUTHEAST ALONG U.S. 30 FROM THE JEFFERSON TWP. SCHOOL
 MD0549'6 (ABANDONED) 49 FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MD0549'86 FT. EAST OF THE PROLONGED CENTERLINE OF THE ROAD SOUTH, 156
 MD0549'FT. SOUTHEAST OF THE CENTERLINE OF THE DRIVE TO A FARM, 41.5 FT.
 MD0549'NORTHWEST OF A TELEPHONE POLE, 1.5 FT. SOUTHWEST OF A WIRE FENCE,
 MD0549'1 FT. NORTHWEST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0562 ***********************************************************************
 MD0562  DESIGNATION -  J 222
 MD0562  PID         -  MD0562
 MD0562  STATE/COUNTY-  IN/ALLEN
 MD0562  COUNTRY     -  US
 MD0562  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0562
 MD0562                         *CURRENT SURVEY CONTROL
 MD0562  ______________________________________________________________________
 MD0562* NAD 83(1986) POSITION- 41 00 19.4    (N) 084 49 13.5    (W)   HD_HELD2
 MD0562* NAVD 88 ORTHO HEIGHT -   236.929 (meters)      777.32  (feet) ADJUSTED
 MD0562  ______________________________________________________________________
 MD0562  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 MD0562  DYNAMIC HEIGHT  -        236.830 (meters)      777.00  (feet) COMP
 MD0562  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 MD0562
 MD0562  VERT ORDER      -  SECOND    CLASS 0
 MD0562
 MD0562.The horizontal coordinates were established by autonomous hand held GPS
 MD0562.observations and have an estimated accuracy of +/- 10 meters.
 MD0562
 MD0562.The orthometric height was determined by differential leveling and
 MD0562.adjusted by the NATIONAL GEODETIC SURVEY
 MD0562.in June 1991.
 MD0562
 MD0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0562.GEOID18 height accuracy estimate available here.
 MD0562
 MD0562.Click photographs - Photos may exist for this station.
 MD0562
 MD0562.The dynamic height is computed by dividing the NAVD 88
 MD0562.geopotential number by the normal gravity value computed on the
 MD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0562.degrees latitude (g = 980.6199 gals.).
 MD0562
 MD0562.The modeled gravity was interpolated from observed gravity values.
 MD0562
 MD0562;                    North         East    Units  Estimated Accuracy
 MD0562;SPC IN E     -   639,502.      171,192.      MT  (+/- 10 meters HH2 GPS)
 MD0562
 MD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8329741643(NAD 83)
 MD0562
 MD0562                          SUPERSEDED SURVEY CONTROL
 MD0562
 MD0562  NGVD 29 (??/??/92)  237.086  (m)          777.84   (f) ADJ UNCH    2 0
 MD0562
 MD0562.Superseded values are not recommended for survey control.
 MD0562
 MD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0562.See file dsdata.pdf to determine how the superseded data were derived.
 MD0562
 MD0562_MARKER: DB = BENCH MARK DISK
 MD0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0562_SP_SET: ABUTMENT
 MD0562_STAMPING: J 222 1947
 MD0562_MARK LOGO: CGS
 MD0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0562
 MD0562  HISTORY     - Date     Condition        Report By
 MD0562  HISTORY     - 1947     MONUMENTED       CGS
 MD0562  HISTORY     - 1962     GOOD             CGS
 MD0562
 MD0562                          STATION DESCRIPTION
 MD0562
 MD0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0562'2.6 MI SE FROM TOWNLEY.
 MD0562'ABOUT 2.6 MILES SE ALONG NO. 30 U.S. HWY. FROM ITS OBLIQUE
 MD0562'INTERSECTION WITH NO. 101 INDIANA HWY. AT TOWNLEY, ABOUT 1.1
 MD0562'MILES NW ALONG SAME FROM THE INDIANA-OHIO BOUNDARY, ABOUT 0.3
 MD0562'MILE NW OF SUGAR RIDGE CEMETERY, IN TOP OF NE AND SE ABUTMENT OF
 MD0562'18-FOOT CONCRETE BRIDGE OVER A DITCH, 43 FEET NE OF CENTER LINE
 MD0562'OF HWY. PAVEMENT, 36.5 FEET N OF CENTER LINE OF THE BRIDGE
 MD0562'ROADWAY, ABOUT LEVEL WITH THE HWY., AND 1.0 FEET NE OF CONCRETE
 MD0562'PARAPET WALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0697 ***********************************************************************
 LA0697  DESIGNATION -  J 223
 LA0697  PID         -  LA0697
 LA0697  STATE/COUNTY-  IN/ADAMS
 LA0697  COUNTRY     -  US
 LA0697  USGS QUAD   -  HOAGLAND (2019)
 LA0697
 LA0697                         *CURRENT SURVEY CONTROL
 LA0697  ______________________________________________________________________
 LA0697* NAD 83(1986) POSITION- 40 52 36.     (N) 084 54 02.     (W)   SCALED
 LA0697* NAVD 88 ORTHO HEIGHT -   253.101 (meters)      830.38  (feet) ADJUSTED
 LA0697  ______________________________________________________________________
 LA0697  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 LA0697  DYNAMIC HEIGHT  -        252.992 (meters)      830.02  (feet) COMP
 LA0697  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 LA0697
 LA0697  VERT ORDER      -  SECOND    CLASS 0
 LA0697
 LA0697.The horizontal coordinates were scaled from a map and have
 LA0697.an estimated accuracy of +/- 6 seconds.
 LA0697
 LA0697.The orthometric height was determined by differential leveling and
 LA0697.adjusted by the NATIONAL GEODETIC SURVEY
 LA0697.in June 1991.
 LA0697
 LA0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0697.GEOID18 height accuracy estimate available here.
 LA0697
 LA0697.Click photographs - Photos may exist for this station.
 LA0697
 LA0697.The dynamic height is computed by dividing the NAVD 88
 LA0697.geopotential number by the normal gravity value computed on the
 LA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0697.degrees latitude (g = 980.6199 gals.).
 LA0697
 LA0697.The modeled gravity was interpolated from observed gravity values.
 LA0697
 LA0697;                    North         East    Units  Estimated Accuracy
 LA0697;SPC IN E     -   625,150.      164,580.      MT  (+/- 180 meters Scaled)
 LA0697
 LA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL769271(NAD 83)
 LA0697
 LA0697                          SUPERSEDED SURVEY CONTROL
 LA0697
 LA0697  NGVD 29 (??/??/92)  253.255  (m)          830.89   (f) ADJ UNCH    2 0
 LA0697
 LA0697.Superseded values are not recommended for survey control.
 LA0697
 LA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0697.See file dsdata.pdf to determine how the superseded data were derived.
 LA0697
 LA0697_MARKER: DB = BENCH MARK DISK
 LA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0697_STAMPING: J 223 1947
 LA0697_MARK LOGO: CGS
 LA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0697+STABILITY: SURFACE MOTION
 LA0697
 LA0697  HISTORY     - Date     Condition        Report By
 LA0697  HISTORY     - 1947     MONUMENTED       CGS
 LA0697  HISTORY     - 1974     GOOD             BRADY
 LA0697
 LA0697                          STATION DESCRIPTION
 LA0697
 LA0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0697'6.6 MI NE FROM DECATUR.
 LA0697'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0697'WITH THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 2.9 MILES EAST
 LA0697'ALONG A GRAVEL ROAD, AT A CROSS ROAD WITH AN ABANDONED SCHOOL
 LA0697'IN THE NORTHWEST QUARTER OF THE INTERSECTION, 21 FEET SOUTH OF THE
 LA0697'CENTER LINE OF THE ROAD, 133 FEET WEST OF THE CENTER LINE OF THE
 LA0697'CROSS ROAD, 110 FEET WEST OF A FENCE CORNER, 86 FEET SOUTHWEST
 LA0697'AND ACROSS THE EAST-WEST ROAD FROM THE SOUTHWEST CORNER OF THE
 LA0697'SCHOOL BUILDING, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A
 LA0697'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET
 LA0697'IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.
 LA0697
 LA0697                          STATION RECOVERY (1974)
 LA0697
 LA0697'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0843 ***********************************************************************
 LA0843  DESIGNATION -  J 224
 LA0843  PID         -  LA0843
 LA0843  STATE/COUNTY-  IN/WELLS
 LA0843  COUNTRY     -  US
 LA0843  USGS QUAD   -  LINN GROVE (2019)
 LA0843
 LA0843                         *CURRENT SURVEY CONTROL
 LA0843  ______________________________________________________________________
 LA0843* NAD 83(1986) POSITION- 40 44 34.     (N) 085 06 29.     (W)   SCALED
 LA0843* NAVD 88 ORTHO HEIGHT -   264.814 (meters)      868.81  (feet) ADJUSTED
 LA0843  ______________________________________________________________________
 LA0843  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 LA0843  DYNAMIC HEIGHT  -        264.689 (meters)      868.40  (feet) COMP
 LA0843  MODELED GRAVITY -    980,146.5   (mgal)                       NAVD 88
 LA0843
 LA0843  VERT ORDER      -  SECOND    CLASS 0
 LA0843
 LA0843.The horizontal coordinates were scaled from a map and have
 LA0843.an estimated accuracy of +/- 6 seconds.
 LA0843
 LA0843.The orthometric height was determined by differential leveling and
 LA0843.adjusted by the NATIONAL GEODETIC SURVEY
 LA0843.in June 1991.
 LA0843
 LA0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0843.GEOID18 height accuracy estimate available here.
 LA0843
 LA0843.Click photographs - Photos may exist for this station.
 LA0843
 LA0843.The dynamic height is computed by dividing the NAVD 88
 LA0843.geopotential number by the normal gravity value computed on the
 LA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0843.degrees latitude (g = 980.6199 gals.).
 LA0843
 LA0843.The modeled gravity was interpolated from observed gravity values.
 LA0843
 LA0843;                    North         East    Units  Estimated Accuracy
 LA0843;SPC IN E     -   610,140.      147,180.      MT  (+/- 180 meters Scaled)
 LA0843
 LA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL597119(NAD 83)
 LA0843
 LA0843                          SUPERSEDED SURVEY CONTROL
 LA0843
 LA0843  NGVD 29 (??/??/92)  264.956  (m)          869.28   (f) ADJ UNCH    2 0
 LA0843
 LA0843.Superseded values are not recommended for survey control.
 LA0843
 LA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0843.See file dsdata.pdf to determine how the superseded data were derived.
 LA0843
 LA0843_MARKER: DB = BENCH MARK DISK
 LA0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0843_STAMPING: J 224 1947
 LA0843_MARK LOGO: CGS
 LA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0843+STABILITY: SURFACE MOTION
 LA0843
 LA0843  HISTORY     - Date     Condition        Report By
 LA0843  HISTORY     - 1947     MONUMENTED       CGS
 LA0843
 LA0843                          STATION DESCRIPTION
 LA0843
 LA0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0843'3.4 MI E FROM BLUFFTON.
 LA0843'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0843'WITH STATE HIGHWAY 1 AT BLUFFTON, 1.0 MILE WEST OF THE INTERSECTION
 LA0843'OF STATE HIGHWAY 301, ABOUT 1.5 MILES EAST OF THE JUNCTION OF
 LA0843'STATE HIGHWAY 201 SOUTH, AT THE JUNCTION OF A DIRT ROAD LEADING
 LA0843'NORTH, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 LA0843'EAST OF THE CENTER LINE OF THE DIRT ROAD, 13 FEET EAST OF A FENCE
 LA0843'CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A
 LA0843'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0843'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0837 ***********************************************************************
 LA0837  DESIGNATION -  J 225
 LA0837  PID         -  LA0837
 LA0837  STATE/COUNTY-  IN/ADAMS
 LA0837  COUNTRY     -  US
 LA0837  USGS QUAD   -  LINN GROVE (2019)
 LA0837
 LA0837                         *CURRENT SURVEY CONTROL
 LA0837  ______________________________________________________________________
 LA0837* NAD 83(1986) POSITION- 40 39 20.     (N) 085 02 50.     (W)   SCALED
 LA0837* NAVD 88 ORTHO HEIGHT -   252.567 (meters)      828.63  (feet) ADJUSTED
 LA0837  ______________________________________________________________________
 LA0837  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 LA0837  DYNAMIC HEIGHT  -        252.446 (meters)      828.23  (feet) COMP
 LA0837  MODELED GRAVITY -    980,138.2   (mgal)                       NAVD 88
 LA0837
 LA0837  VERT ORDER      -  SECOND    CLASS 0
 LA0837
 LA0837.The horizontal coordinates were scaled from a map and have
 LA0837.an estimated accuracy of +/- 6 seconds.
 LA0837
 LA0837.The orthometric height was determined by differential leveling and
 LA0837.adjusted by the NATIONAL GEODETIC SURVEY
 LA0837.in June 1991.
 LA0837
 LA0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0837.GEOID18 height accuracy estimate available here.
 LA0837
 LA0837.Click photographs - Photos may exist for this station.
 LA0837
 LA0837.The dynamic height is computed by dividing the NAVD 88
 LA0837.geopotential number by the normal gravity value computed on the
 LA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0837.degrees latitude (g = 980.6199 gals.).
 LA0837
 LA0837.The modeled gravity was interpolated from observed gravity values.
 LA0837
 LA0837;                    North         East    Units  Estimated Accuracy
 LA0837;SPC IN E     -   600,490.      152,390.      MT  (+/- 180 meters Scaled)
 LA0837
 LA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650023(NAD 83)
 LA0837
 LA0837                          SUPERSEDED SURVEY CONTROL
 LA0837
 LA0837  NGVD 29 (??/??/92)  252.713  (m)          829.11   (f) ADJ UNCH    2 0
 LA0837
 LA0837.Superseded values are not recommended for survey control.
 LA0837
 LA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0837.See file dsdata.pdf to determine how the superseded data were derived.
 LA0837
 LA0837_MARKER: DB = BENCH MARK DISK
 LA0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0837_STAMPING: J 225 1947
 LA0837_MARK LOGO: CGS
 LA0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0837+STABILITY: SURFACE MOTION
 LA0837
 LA0837  HISTORY     - Date     Condition        Report By
 LA0837  HISTORY     - 1947     MONUMENTED       CGS
 LA0837
 LA0837                          STATION DESCRIPTION
 LA0837
 LA0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0837'4.9 MI W FROM BERNE.
 LA0837'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 118 FROM THE INTERSECTION
 LA0837'OF U.S. HIGHWAY 27 AT BERNE, ABOUT 5.6 MILES EAST OF REIFFSBURG,
 LA0837'ABOUT 1.2 MILES EAST OF THE ADAMS-WELLS COUNTY LINE, ABOUT 0.8
 LA0837'MILE WEST OF THE BRIDGE OVER THE WABASH RIVER, ABOUT 0.25 MILE
 LA0837'EAST OF A STONE QUARRY, AT THE INTERSECTION OF STATE HIGHWAY 116,
 LA0837'54 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 118, 40 FEET SOUTHWEST
 LA0837'OF THE CENTER LINE OF HIGHWAY 116, 1.5 FOOT SOUTHEAST OF THE FENCE
 LA0837'CORNER, 1 FOOT NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST
 LA0837'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 LA0837'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0649 ***********************************************************************
 LA0649  DESIGNATION -  J 226
 LA0649  PID         -  LA0649
 LA0649  STATE/COUNTY-  IN/JAY
 LA0649  COUNTRY     -  US
 LA0649  USGS QUAD   -  GENEVA (2019)
 LA0649
 LA0649                         *CURRENT SURVEY CONTROL
 LA0649  ______________________________________________________________________
 LA0649* NAD 83(1986) POSITION- 40 30 43.     (N) 084 58 26.     (W)   SCALED
 LA0649* NAVD 88 ORTHO HEIGHT -   265.918 (meters)      872.43  (feet) ADJUSTED
 LA0649  ______________________________________________________________________
 LA0649  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LA0649  DYNAMIC HEIGHT  -        265.788 (meters)      872.01  (feet) COMP
 LA0649  MODELED GRAVITY -    980,129.3   (mgal)                       NAVD 88
 LA0649
 LA0649  VERT ORDER      -  SECOND    CLASS 0
 LA0649
 LA0649.The horizontal coordinates were scaled from a map and have
 LA0649.an estimated accuracy of +/- 6 seconds.
 LA0649
 LA0649.The orthometric height was determined by differential leveling and
 LA0649.adjusted by the NATIONAL GEODETIC SURVEY
 LA0649.in June 1991.
 LA0649
 LA0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0649.GEOID18 height accuracy estimate available here.
 LA0649
 LA0649.Click photographs - Photos may exist for this station.
 LA0649
 LA0649.The dynamic height is computed by dividing the NAVD 88
 LA0649.geopotential number by the normal gravity value computed on the
 LA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0649.degrees latitude (g = 980.6199 gals.).
 LA0649
 LA0649.The modeled gravity was interpolated from observed gravity values.
 LA0649
 LA0649;                    North         East    Units  Estimated Accuracy
 LA0649;SPC IN E     -   584,590.      158,710.      MT  (+/- 180 meters Scaled)
 LA0649
 LA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK716865(NAD 83)
 LA0649
 LA0649                          SUPERSEDED SURVEY CONTROL
 LA0649
 LA0649  NGVD 29 (??/??/92)  266.068  (m)          872.92   (f) ADJ UNCH    2 0
 LA0649
 LA0649.Superseded values are not recommended for survey control.
 LA0649
 LA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0649.See file dsdata.pdf to determine how the superseded data were derived.
 LA0649
 LA0649_MARKER: DB = BENCH MARK DISK
 LA0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0649_STAMPING: J 226 1947
 LA0649_MARK LOGO: CGS
 LA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0649+STABILITY: SURFACE MOTION
 LA0649
 LA0649  HISTORY     - Date     Condition        Report By
 LA0649  HISTORY     - 1947     MONUMENTED       CGS
 LA0649
 LA0649                          STATION DESCRIPTION
 LA0649
 LA0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0649'1.5 MI S FROM BRYANT.
 LA0649'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0649'CHURCH AT BRYANT, ABOUT 1.0 MILE NORTH OF THE CROSSROADS AT
 LA0649'ANTIVILLE, AT A CROSS ROAD, ABOUT 100 YARDS WEST OF A CEMETERY,
 LA0649'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH
 LA0649'OF THE CENTER LINE OF THE CROSS ROAD, 7 FEET SOUTHEAST OF A
 LA0649'HIGHWAY R/W MARKER POST AND FENCE CORNER, 24 FEET NORTHWEST OF
 LA0649'A HIGHWAY R/W MARKER POST AND FENCE CORNER, 1 FOOT SOUTHWEST OF
 LA0649'THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0649'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0649'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0437 ***********************************************************************
 LA0437  DESIGNATION -  J 229
 LA0437  PID         -  LA0437
 LA0437  STATE/COUNTY-  IN/RANDOLPH
 LA0437  COUNTRY     -  US
 LA0437  USGS QUAD   -  LYNN (2019)
 LA0437
 LA0437                         *CURRENT SURVEY CONTROL
 LA0437  ______________________________________________________________________
 LA0437* NAD 83(1986) POSITION- 40 02 55.     (N) 084 59 29.     (W)   SCALED
 LA0437* NAVD 88 ORTHO HEIGHT -   362.540 (meters)     1189.43  (feet) ADJUSTED
 LA0437  ______________________________________________________________________
 LA0437  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 LA0437  DYNAMIC HEIGHT  -        362.338 (meters)     1188.77  (feet) COMP
 LA0437  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 LA0437
 LA0437  VERT ORDER      -  SECOND    CLASS 0
 LA0437
 LA0437.The horizontal coordinates were scaled from a map and have
 LA0437.an estimated accuracy of +/- 6 seconds.
 LA0437
 LA0437.The orthometric height was determined by differential leveling and
 LA0437.adjusted by the NATIONAL GEODETIC SURVEY
 LA0437.in June 1991.
 LA0437
 LA0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0437.GEOID18 height accuracy estimate available here.
 LA0437
 LA0437.Click photographs - Photos may exist for this station.
 LA0437
 LA0437.The dynamic height is computed by dividing the NAVD 88
 LA0437.geopotential number by the normal gravity value computed on the
 LA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0437.degrees latitude (g = 980.6199 gals.).
 LA0437
 LA0437.The modeled gravity was interpolated from observed gravity values.
 LA0437
 LA0437;                    North         East    Units  Estimated Accuracy
 LA0437;SPC IN E     -   533,130.      157,620.      MT  (+/- 180 meters Scaled)
 LA0437
 LA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713350(NAD 83)
 LA0437
 LA0437                          SUPERSEDED SURVEY CONTROL
 LA0437
 LA0437  NGVD 29 (??/??/92)  362.675  (m)         1189.88   (f) ADJ UNCH    2 0
 LA0437
 LA0437.Superseded values are not recommended for survey control.
 LA0437
 LA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0437.See file dsdata.pdf to determine how the superseded data were derived.
 LA0437
 LA0437_MARKER: DB = BENCH MARK DISK
 LA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0437_STAMPING: J 229 1947 RESET 1942
 LA0437_MARK LOGO: CGS
 LA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0437+STABILITY: SURFACE MOTION
 LA0437
 LA0437  HISTORY     - Date     Condition        Report By
 LA0437  HISTORY     - 1942     MONUMENTED       USGS
 LA0437  HISTORY     - 1947     GOOD             CGS
 LA0437
 LA0437                          STATION DESCRIPTION
 LA0437
 LA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0437'2.8 MI W FROM LYNN.
 LA0437'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0437'WITH U.S. HIGHWAY 27 AT LYNN, AT THE INTERSECTION OF THE
 LA0437'BOOMINGPORT-WINCHESTER ROAD, 49 FEET EAST OF THE BLACK TOP ROAD,
 LA0437'62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHEAST
 LA0437'OF A HIGHWAY R/W MARKER POST, 63 FEET SOUTHWEST OF A POWER POLE,
 LA0437'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0437'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA0437'INCHES.  NOTE-- MARK WAS FOUND WITH RESET 1942 STAMPED ON IT AND
 LA0437'WAS ASSIGNED OUR NEXT DESIGNATION  NOTE-- MARK MAY BE REACHED FROM
 LA0437'THE CROSSROADS AT BLOOMINGPORT, RANDOLPH COUNTY BY GOING ABOUT
 LA0437'1.5 MILES NORTH ALONG A BLACK TOP ROAD TO THE INTERSECTION OF
 LA0437'U.S. HIGHWAY 36.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0756 ***********************************************************************
 LA0756  DESIGNATION -  J 23
 LA0756  PID         -  LA0756
 LA0756  STATE/COUNTY-  IN/WELLS
 LA0756  COUNTRY     -  US
 LA0756  USGS QUAD   -  UNIONDALE (2019)
 LA0756
 LA0756                         *CURRENT SURVEY CONTROL
 LA0756  ______________________________________________________________________
 LA0756* NAD 83(1986) POSITION- 40 49 51.     (N) 085 09 58.     (W)   SCALED
 LA0756* NAVD 88 ORTHO HEIGHT -   259.735 (meters)      852.15  (feet) ADJUSTED
 LA0756  ______________________________________________________________________
 LA0756  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LA0756  DYNAMIC HEIGHT  -        259.615 (meters)      851.75  (feet) COMP
 LA0756  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 LA0756
 LA0756  VERT ORDER      -  SECOND    CLASS 0
 LA0756
 LA0756.The horizontal coordinates were scaled from a map and have
 LA0756.an estimated accuracy of +/- 6 seconds.
 LA0756
 LA0756.The orthometric height was determined by differential leveling and
 LA0756.adjusted by the NATIONAL GEODETIC SURVEY
 LA0756.in June 1991.
 LA0756
 LA0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0756.GEOID18 height accuracy estimate available here.
 LA0756
 LA0756.Click photographs - Photos may exist for this station.
 LA0756
 LA0756.The dynamic height is computed by dividing the NAVD 88
 LA0756.geopotential number by the normal gravity value computed on the
 LA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0756.degrees latitude (g = 980.6199 gals.).
 LA0756
 LA0756.The modeled gravity was interpolated from observed gravity values.
 LA0756
 LA0756;                    North         East    Units  Estimated Accuracy
 LA0756;SPC IN E     -   619,890.      142,220.      MT  (+/- 180 meters Scaled)
 LA0756
 LA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546215(NAD 83)
 LA0756
 LA0756                          SUPERSEDED SURVEY CONTROL
 LA0756
 LA0756  NGVD 29 (??/??/92)  259.872  (m)          852.60   (f) ADJ UNCH    2 0
 LA0756
 LA0756.Superseded values are not recommended for survey control.
 LA0756
 LA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0756.See file dsdata.pdf to determine how the superseded data were derived.
 LA0756
 LA0756_MARKER: DB = BENCH MARK DISK
 LA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0756_STAMPING: J 23 1934
 LA0756_MARK LOGO: CGS
 LA0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0756+STABILITY: SURFACE MOTION
 LA0756
 LA0756  HISTORY     - Date     Condition        Report By
 LA0756  HISTORY     - 1934     MONUMENTED       CGS
 LA0756  HISTORY     - 1946     GOOD             CGS
 LA0756  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA0756
 LA0756                          STATION DESCRIPTION
 LA0756
 LA0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0756'3.4 MI S FROM OSSIAN.
 LA0756'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 1, FROM THE POST
 LA0756'OFFICE AT OSSIAN AND ABOUT 0.5 MILE EAST ALONG THE ERIE RAILROAD
 LA0756'FROM THE STATION AT KINGSLAND, AT THE CROSSING OF ST. HWY. 1 AND
 LA0756'THE ERIE RAILROAD AND THE JUNCTION OF STATE HIGHWAY 224, 131
 LA0756'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 225 FEET
 LA0756'NORTH OF THE CENTER OF THE JUNCTION OF ST. HWY. 224, 37 FEET
 LA0756'EAST OF THE CENTER OF THE HIGHWAY, ABOUT 2.5 FEET BELOW THE
 LA0756'LEVEL OF THE HIGHWAY AND PROJECTING 5-INCHES.
 LA0756
 LA0756                          STATION RECOVERY (1961)
 LA0756
 LA0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LA0756'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1160 ***********************************************************************
 JZ1160  DESIGNATION -  J 230
 JZ1160  PID         -  JZ1160
 JZ1160  STATE/COUNTY-  IN/WAYNE
 JZ1160  COUNTRY     -  US
 JZ1160  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1160
 JZ1160                         *CURRENT SURVEY CONTROL
 JZ1160  ______________________________________________________________________
 JZ1160* NAD 83(1986) POSITION- 39 57 20.46   (N) 084 54 59.49   (W)   HD_HELD1
 JZ1160* NAVD 88 ORTHO HEIGHT -   335.208 (meters)     1099.76  (feet) ADJUSTED
 JZ1160  ______________________________________________________________________
 JZ1160  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 JZ1160  DYNAMIC HEIGHT  -        335.016 (meters)     1099.13  (feet) COMP
 JZ1160  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 JZ1160
 JZ1160  VERT ORDER      -  SECOND    CLASS 0
 JZ1160
 JZ1160.The horizontal coordinates were determined by differentially corrected
 JZ1160.hand held GPS observations or other comparable positioning techniques
 JZ1160.and have an estimated accuracy of +/- 3 meters.
 JZ1160
 JZ1160.The orthometric height was determined by differential leveling and
 JZ1160.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1160.in June 1991.
 JZ1160
 JZ1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1160.GEOID18 height accuracy estimate available here.
 JZ1160
 JZ1160.Click photographs - Photos may exist for this station.
 JZ1160
 JZ1160.The dynamic height is computed by dividing the NAVD 88
 JZ1160.geopotential number by the normal gravity value computed on the
 JZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1160.degrees latitude (g = 980.6199 gals.).
 JZ1160
 JZ1160.The modeled gravity was interpolated from observed gravity values.
 JZ1160
 JZ1160;                    North         East    Units  Estimated Accuracy
 JZ1160;SPC IN E     -   522,866.6     164,097.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1160
 JZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7796624917(NAD 83)
 JZ1160
 JZ1160                          SUPERSEDED SURVEY CONTROL
 JZ1160
 JZ1160  NGVD 29 (??/??/92)  335.348  (m)         1100.22   (f) ADJ UNCH    2 0
 JZ1160
 JZ1160.Superseded values are not recommended for survey control.
 JZ1160
 JZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1160.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1160
 JZ1160_MARKER: DB = BENCH MARK DISK
 JZ1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1160_SP_SET: ABUTMENT
 JZ1160_STAMPING: J 230 1947
 JZ1160_MARK LOGO: CGS
 JZ1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1160+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1160
 JZ1160  HISTORY     - Date     Condition        Report By
 JZ1160  HISTORY     - 1947     MONUMENTED       CGS
 JZ1160  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1160
 JZ1160                          STATION DESCRIPTION
 JZ1160
 JZ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1160'AT FOUNTAIN CITY.
 JZ1160'AT FOUNTAIN CITY, ABOUT 100 YARDS EAST ALONG A BLACK TOP ROAD
 JZ1160'FROM THE POST OFFICE AND THE CROSSING OF U.S. HIGHWAY 27, SET
 JZ1160'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 90-FOOT
 JZ1160'CONCRETE BRIDGE OVER NOLANDS FORK, 14 FEET SOUTH OF THE CENTER
 JZ1160'LINE OF THE ROAD, 1.2 FEET SOUTH OF THE CONCRETE BANISTER, 0.4
 JZ1160'FOOT ABOVE THE BRIDGE FLOOR.
 JZ1160
 JZ1160                          STATION RECOVERY (2003)
 JZ1160
 JZ1160'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1101 ***********************************************************************
 LA1101  DESIGNATION -  J 231
 LA1101  PID         -  LA1101
 LA1101  STATE/COUNTY-  IN/JAY
 LA1101  COUNTRY     -  US
 LA1101  USGS QUAD   -  RIDGEVILLE (2019)
 LA1101
 LA1101                         *CURRENT SURVEY CONTROL
 LA1101  ______________________________________________________________________
 LA1101* NAD 83(1986) POSITION- 40 19 43.     (N) 085 02 54.     (W)   SCALED
 LA1101* NAVD 88 ORTHO HEIGHT -   303.307 (meters)      995.10  (feet) ADJUSTED
 LA1101  ______________________________________________________________________
 LA1101  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 LA1101  DYNAMIC HEIGHT  -        303.152 (meters)      994.59  (feet) COMP
 LA1101  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LA1101
 LA1101  VERT ORDER      -  SECOND    CLASS 0
 LA1101
 LA1101.The horizontal coordinates were scaled from a map and have
 LA1101.an estimated accuracy of +/- 6 seconds.
 LA1101
 LA1101.The orthometric height was determined by differential leveling and
 LA1101.adjusted by the NATIONAL GEODETIC SURVEY
 LA1101.in June 1991.
 LA1101
 LA1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1101.GEOID18 height accuracy estimate available here.
 LA1101
 LA1101.Click photographs - Photos may exist for this station.
 LA1101
 LA1101.The dynamic height is computed by dividing the NAVD 88
 LA1101.geopotential number by the normal gravity value computed on the
 LA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1101.degrees latitude (g = 980.6199 gals.).
 LA1101
 LA1101.The modeled gravity was interpolated from observed gravity values.
 LA1101
 LA1101;                    North         East    Units  Estimated Accuracy
 LA1101;SPC IN E     -   564,190.      152,550.      MT  (+/- 180 meters Scaled)
 LA1101
 LA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK657660(NAD 83)
 LA1101
 LA1101                          SUPERSEDED SURVEY CONTROL
 LA1101
 LA1101  NGVD 29 (??/??/92)  303.453  (m)          995.58   (f) ADJ UNCH    2 0
 LA1101
 LA1101.Superseded values are not recommended for survey control.
 LA1101
 LA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1101.See file dsdata.pdf to determine how the superseded data were derived.
 LA1101
 LA1101_MARKER: DB = BENCH MARK DISK
 LA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1101_STAMPING: J 231 1947
 LA1101_MARK LOGO: CGS
 LA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1101+STABILITY: SURFACE MOTION
 LA1101
 LA1101  HISTORY     - Date     Condition        Report By
 LA1101  HISTORY     - 1947     MONUMENTED       CGS
 LA1101
 LA1101                          STATION DESCRIPTION
 LA1101
 LA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1101'1.9 MI SE FROM NEW MT PLEASANT.
 LA1101'ABOUT 1.9 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE NEW
 LA1101'MT. PLEASANT M.E. CHURCH AT NEW MT. PLEASANT, ABOUT 0.45 MILE
 LA1101'NORTHWEST OF AN EAST-WEST GRAVEL ROAD, 205 FEET NORTHWEST OF THE
 LA1101'NORTHWEST CORNER OF A LARGE TWO STORY FARM HOUSE, 55 FEET
 LA1101'NORTHWEST OF THE SOUTHWEST END OF A 4-FOOT STEEL PIPE CULVERT,
 LA1101'96 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE, 22 FEET
 LA1101'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF
 LA1101'THE NORTHWEST ONE OF TWO 16-INCH TREES, 1 FOOT NORTHEAST OF THE
 LA1101'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 LA1101'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1101'POST PROJECTING 4 IN.  NOTE-- MARK MAY BE REACHED FROM THE
 LA1101'CROSSROADS AT POWERS BY GOING ABOUT 2.6 MILES EAST ALONG A
 LA1101'GRAVEL ROAD, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A BLACK
 LA1101'TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0395 ***********************************************************************
 LA0395  DESIGNATION -  J 232
 LA0395  PID         -  LA0395
 LA0395  STATE/COUNTY-  IN/RANDOLPH
 LA0395  COUNTRY     -  US
 LA0395  USGS QUAD   -  COSMOS (2016)
 LA0395
 LA0395                         *CURRENT SURVEY CONTROL
 LA0395  ______________________________________________________________________
 LA0395* NAD 83(1986) POSITION- 40 17 49.     (N) 084 49 27.     (W)   SCALED
 LA0395* NAVD 88 ORTHO HEIGHT -   307.863 (meters)     1010.05  (feet) ADJUSTED
 LA0395  ______________________________________________________________________
 LA0395  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 LA0395  DYNAMIC HEIGHT  -        307.706 (meters)     1009.53  (feet) COMP
 LA0395  MODELED GRAVITY -    980,105.4   (mgal)                       NAVD 88
 LA0395
 LA0395  VERT ORDER      -  SECOND    CLASS 0
 LA0395
 LA0395.The horizontal coordinates were scaled from a map and have
 LA0395.an estimated accuracy of +/- 6 seconds.
 LA0395
 LA0395.The orthometric height was determined by differential leveling and
 LA0395.adjusted by the NATIONAL GEODETIC SURVEY
 LA0395.in June 1991.
 LA0395
 LA0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0395.GEOID18 height accuracy estimate available here.
 LA0395
 LA0395.Click photographs - Photos may exist for this station.
 LA0395
 LA0395.The dynamic height is computed by dividing the NAVD 88
 LA0395.geopotential number by the normal gravity value computed on the
 LA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0395.degrees latitude (g = 980.6199 gals.).
 LA0395
 LA0395.The modeled gravity was interpolated from observed gravity values.
 LA0395
 LA0395;                    North         East    Units  Estimated Accuracy
 LA0395;SPC IN E     -   560,830.      171,630.      MT  (+/- 180 meters Scaled)
 LA0395
 LA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849629(NAD 83)
 LA0395
 LA0395                          SUPERSEDED SURVEY CONTROL
 LA0395
 LA0395  NGVD 29 (??/??/92)  308.015  (m)         1010.55   (f) ADJ UNCH    2 0
 LA0395
 LA0395.Superseded values are not recommended for survey control.
 LA0395
 LA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0395.See file dsdata.pdf to determine how the superseded data were derived.
 LA0395
 LA0395_MARKER: DB = BENCH MARK DISK
 LA0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0395_STAMPING: J 232 1947
 LA0395_MARK LOGO: CGS
 LA0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0395+STABILITY: SURFACE MOTION
 LA0395
 LA0395  HISTORY     - Date     Condition        Report By
 LA0395  HISTORY     - 1947     MONUMENTED       CGS
 LA0395
 LA0395                          STATION DESCRIPTION
 LA0395
 LA0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0395'1.9 MI SE FROM SALEM.
 LA0395'ABOUT 1.0 MILE EAST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0395'THE CROSSROADS AT SALEM, THENCE ABOUT 0.9 MILE SOUTH ALONG A
 LA0395'BLACK-TOP ROAD, ABOUT 0.85 MILE SOUTH OF THE MT. PLEASANT CHURCH,
 LA0395'0.25 MILE NORTH OF A SINGLE SPAN STEEL TRUSS BRIDGE OVER
 LA0395'MISSISSINEWA RIVER, AT A DRIVE WAY LEADING EAST TO A FARM HOUSE,
 LA0395'ABOUT 400 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 48 FEET
 LA0395'EAST OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF THE CENTER
 LA0395'OF THE NORTH END OF A 4-FOOT CAST IRON PIPE CULVERT UNDER THE
 LA0395'DRIVE WAY, 12 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY,
 LA0395'4 FEET WEST OF POWER POLE NO. 570/273, 1 FOOT SOUTH OF THE FENCE
 LA0395'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0395'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0395'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3327 ***********************************************************************
 ME3327  DESIGNATION -  J 233 RESET
 ME3327  PID         -  ME3327
 ME3327  STATE/COUNTY-  IN/LAKE
 ME3327  COUNTRY     -  US
 ME3327  USGS QUAD   -  LAKE CALUMET (2018)
 ME3327
 ME3327                         *CURRENT SURVEY CONTROL
 ME3327  ______________________________________________________________________
 ME3327* NAD 83(1986) POSITION- 41 42 05.     (N) 087 31 19.     (W)   SCALED
 ME3327* NAVD 88 ORTHO HEIGHT -   179.70  (meters)      589.6   (feet) RESET
 ME3327  ______________________________________________________________________
 ME3327  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 ME3327  VERT ORDER      -  THIRD
 ME3327
 ME3327.The horizontal coordinates were scaled from a map and have
 ME3327.an estimated accuracy of +/- 6 seconds.
 ME3327
 ME3327.The orthometric height was computed from unverified reset data.
 ME3327
 ME3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3327.GEOID18 height accuracy estimate available here.
 ME3327
 ME3327.Click photographs - Photos may exist for this station.
 ME3327
 ME3327;                    North         East    Units  Estimated Accuracy
 ME3327;SPC IN W     -   716,550.      863,490.      MT  (+/- 180 meters Scaled)
 ME3327
 ME3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM565167(NAD 83)
 ME3327
 ME3327                          SUPERSEDED SURVEY CONTROL
 ME3327
 ME3327  NGVD 29 (08/22/16)  179.81   (m)          589.9    (f) RESET       3  
 ME3327
 ME3327.Superseded values are not recommended for survey control.
 ME3327
 ME3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3327.See file dsdata.pdf to determine how the superseded data were derived.
 ME3327
 ME3327_MARKER: DV = VERTICAL CONTROL DISK
 ME3327_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3327+WITH SETTING: PAVEMENT
 ME3327_SP_SET: FOUNDATION
 ME3327_STAMPING: J 233 RESET 1987
 ME3327_MARK LOGO: NGS
 ME3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3327+STABILITY: SURFACE MOTION
 ME3327
 ME3327  HISTORY     - Date     Condition        Report By
 ME3327  HISTORY     - 1987     MONUMENTED       NGS
 ME3327  HISTORY     - 20210226 GOOD             IN-089
 ME3327
 ME3327                          STATION DESCRIPTION
 ME3327
 ME3327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 ME3327'IN HAMMOND.
 ME3327'FROM THE JUNCTION OF US HIGHWAYS 41 SOUTH OR CALUMET AVENUE, 12 AND 20
 ME3327'OR INDIANAPOLIS BLVD., GO NORTHWESTERLY ON INDIANAPOLIS BLVD. FOR
 ME3327'2.25 KM (1.40 MI) TO A TWO-STORY BRICK BUILDING ON RIGHT, 10600
 ME3327'INDIANAPOLIS BLVD., HAMMOND, INDIANA 46300.  THIS IS THE OFFICE
 ME3327'BUILDING FOR CONRAIL RAILROAD, COLEHOUSE YARD,   IN A DRILL
 ME3327'HOLE IN THE NORTHWEST CORNER OF A PLATFORM FOR ELECTRICAL JUNCTION
 ME3327'BOXES FOR UNDERGROUND CABLES, AND AT THE CENTER OF INDIANAPOLIS BLVD.
 ME3327'WEST, 9.601 M (31.5 FT) WEST FROM THE SOUTHWEST CORNER OF OFFICE
 ME3327'BUILDING AND 3.414 M (11.2 FT) EAST FROM THE SOUTHWEST CORNER OF
 ME3327'OFFICE BUILDING.
 ME3327'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
 ME3327
 ME3327                          STATION RECOVERY (2021)
 ME3327
 ME3327'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME3327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1186 ***********************************************************************
 LA1186  DESIGNATION -  J 234
 LA1186  PID         -  LA1186
 LA1186  STATE/COUNTY-  IN/BLACKFORD
 LA1186  COUNTRY     -  US
 LA1186  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1186
 LA1186                         *CURRENT SURVEY CONTROL
 LA1186  ______________________________________________________________________
 LA1186* NAD 83(1986) POSITION- 40 23 32.     (N) 085 22 11.     (W)   SCALED
 LA1186* NAVD 88 ORTHO HEIGHT -   278.981 (meters)      915.29  (feet) ADJUSTED
 LA1186  ______________________________________________________________________
 LA1186  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 LA1186  DYNAMIC HEIGHT  -        278.839 (meters)      914.82  (feet) COMP
 LA1186  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 LA1186
 LA1186  VERT ORDER      -  SECOND    CLASS 0
 LA1186
 LA1186.The horizontal coordinates were scaled from a map and have
 LA1186.an estimated accuracy of +/- 6 seconds.
 LA1186
 LA1186.The orthometric height was determined by differential leveling and
 LA1186.adjusted by the NATIONAL GEODETIC SURVEY
 LA1186.in June 1991.
 LA1186
 LA1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1186.GEOID18 height accuracy estimate available here.
 LA1186
 LA1186.Click photographs - Photos may exist for this station.
 LA1186
 LA1186.The dynamic height is computed by dividing the NAVD 88
 LA1186.geopotential number by the normal gravity value computed on the
 LA1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1186.degrees latitude (g = 980.6199 gals.).
 LA1186
 LA1186.The modeled gravity was interpolated from observed gravity values.
 LA1186
 LA1186;                    North         East    Units  Estimated Accuracy
 LA1186;SPC IN E     -   571,110.      125,210.      MT  (+/- 180 meters Scaled)
 LA1186
 LA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383725(NAD 83)
 LA1186
 LA1186                          SUPERSEDED SURVEY CONTROL
 LA1186
 LA1186  NGVD 29 (??/??/92)  279.116  (m)          915.73   (f) ADJ UNCH    2 0
 LA1186
 LA1186.Superseded values are not recommended for survey control.
 LA1186
 LA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1186.See file dsdata.pdf to determine how the superseded data were derived.
 LA1186
 LA1186_MARKER: DB = BENCH MARK DISK
 LA1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1186_SP_SET: FOUNDATION
 LA1186_STAMPING: J 234 1947
 LA1186_MARK LOGO: CGS
 LA1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1186
 LA1186  HISTORY     - Date     Condition        Report By
 LA1186  HISTORY     - 1947     MONUMENTED       CGS
 LA1186
 LA1186                          STATION DESCRIPTION
 LA1186
 LA1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1186'4 MI S FROM HARTFORD CITY.
 LA1186'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1186'WITH STATE HIGHWAYS 22 AND 26 AT HARTFORD CITY, ABOUT 0.95 MILE
 LA1186'NORTH OF THE BLACKFORD-DELAWARE COUNTY LINE, SET VERTICALLY IN
 LA1186'THE SOUTH FACE OF THE STONE FOUNDATION WALL OF THE LICKING TOWNSHIP
 LA1186'SCHOOL HOUSE, 2.8 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING
 LA1186'AND 3.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2362 ***********************************************************************
 JZ2362  DESIGNATION -  J 235
 JZ2362  PID         -  JZ2362
 JZ2362  STATE/COUNTY-  IN/HANCOCK
 JZ2362  COUNTRY     -  US
 JZ2362  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2362
 JZ2362                         *CURRENT SURVEY CONTROL
 JZ2362  ______________________________________________________________________
 JZ2362* NAD 83(1986) POSITION- 39 53 12.     (N) 085 56 16.     (W)   SCALED
 JZ2362* NAVD 88 ORTHO HEIGHT -   258.558 (meters)      848.29  (feet) ADJUSTED
 JZ2362  ______________________________________________________________________
 JZ2362  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JZ2362  DYNAMIC HEIGHT  -        258.412 (meters)      847.81  (feet) COMP
 JZ2362  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 JZ2362
 JZ2362  VERT ORDER      -  FIRST     CLASS II
 JZ2362
 JZ2362.The horizontal coordinates were scaled from a map and have
 JZ2362.an estimated accuracy of +/- 6 seconds.
 JZ2362
 JZ2362.The orthometric height was determined by differential leveling and
 JZ2362.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2362.in June 1991.
 JZ2362
 JZ2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2362.GEOID18 height accuracy estimate available here.
 JZ2362
 JZ2362.Click photographs - Photos may exist for this station.
 JZ2362
 JZ2362.The dynamic height is computed by dividing the NAVD 88
 JZ2362.geopotential number by the normal gravity value computed on the
 JZ2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2362.degrees latitude (g = 980.6199 gals.).
 JZ2362
 JZ2362.The modeled gravity was interpolated from observed gravity values.
 JZ2362
 JZ2362;                    North         East    Units  Estimated Accuracy
 JZ2362;SPC IN E     -   514,970.       76,810.      MT  (+/- 180 meters Scaled)
 JZ2362
 JZ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK908157(NAD 83)
 JZ2362
 JZ2362                          SUPERSEDED SURVEY CONTROL
 JZ2362
 JZ2362  NGVD 29 (??/??/92)  258.692  (m)          848.73   (f) ADJ UNCH    1 2
 JZ2362
 JZ2362.Superseded values are not recommended for survey control.
 JZ2362
 JZ2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2362.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2362
 JZ2362_MARKER: DB = BENCH MARK DISK
 JZ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2362_STAMPING: J 235 1947
 JZ2362_MARK LOGO: CGS
 JZ2362_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2362+STABILITY: SURFACE MOTION
 JZ2362
 JZ2362  HISTORY     - Date     Condition        Report By
 JZ2362  HISTORY     - 1947     MONUMENTED       CGS
 JZ2362  HISTORY     - 19860730 GOOD             NGS
 JZ2362  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2362
 JZ2362                          STATION DESCRIPTION
 JZ2362
 JZ2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2362'1.2 MI NE FROM OAKLANDON.
 JZ2362'ABOUT 1.15 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2362'FROM THE OAKLANDON STATE BANK AT OAKLANDON, 109 FEET NORTHEAST
 JZ2362'OF THE CENTER LINE OF THE MARION-HANCOCK COUNTY LINE GRAVEL ROAD,
 JZ2362'ABOUT 0.9 MILE SOUTHWEST OF THE GRAIN ELEVATOR AT MC CORDSVILLE,
 JZ2362'50 FEET SOUTHEAST AND ACROSS THE TRACKS FROM MILE POST 269,
 JZ2362'16.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF STATE HIGHWAY 67
 JZ2362'PAVEMENT, 20.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET
 JZ2362'SOUTHWEST OF POLE 268/53, 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 JZ2362'WITNESS POST, ABOUT 5 1/2 FEET BELOW THE TRACK AND SET IN THE
 JZ2362'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2362
 JZ2362                          STATION RECOVERY (1986)
 JZ2362
 JZ2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2362'RECOVERED IN GOOD CONDITION.
 JZ2362
 JZ2362                          STATION RECOVERY (2009)
 JZ2362
 JZ2362'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2362'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2326 ***********************************************************************
 JZ2326  DESIGNATION -  J 236
 JZ2326  PID         -  JZ2326
 JZ2326  STATE/COUNTY-  IN/MADISON
 JZ2326  COUNTRY     -  US
 JZ2326  USGS QUAD   -  INGALLS (2019)
 JZ2326
 JZ2326                         *CURRENT SURVEY CONTROL
 JZ2326  ______________________________________________________________________
 JZ2326* NAD 83(1986) POSITION- 39 57 31.     (N) 085 50 34.     (W)   SCALED
 JZ2326* NAVD 88 ORTHO HEIGHT -   254.690 (meters)      835.60  (feet) ADJUSTED
 JZ2326  ______________________________________________________________________
 JZ2326  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2326  DYNAMIC HEIGHT  -        254.549 (meters)      835.13  (feet) COMP
 JZ2326  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 JZ2326
 JZ2326  VERT ORDER      -  SECOND    CLASS 0
 JZ2326
 JZ2326.The horizontal coordinates were scaled from a map and have
 JZ2326.an estimated accuracy of +/- 6 seconds.
 JZ2326
 JZ2326.The orthometric height was determined by differential leveling and
 JZ2326.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2326.in June 1991.
 JZ2326
 JZ2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2326.GEOID18 height accuracy estimate available here.
 JZ2326
 JZ2326.Click photographs - Photos may exist for this station.
 JZ2326
 JZ2326.The dynamic height is computed by dividing the NAVD 88
 JZ2326.geopotential number by the normal gravity value computed on the
 JZ2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2326.degrees latitude (g = 980.6199 gals.).
 JZ2326
 JZ2326.The modeled gravity was interpolated from observed gravity values.
 JZ2326
 JZ2326;                    North         East    Units  Estimated Accuracy
 JZ2326;SPC IN E     -   522,940.       84,950.      MT  (+/- 180 meters Scaled)
 JZ2326
 JZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK988238(NAD 83)
 JZ2326
 JZ2326                          SUPERSEDED SURVEY CONTROL
 JZ2326
 JZ2326  NGVD 29 (??/??/92)  254.822  (m)          836.03   (f) ADJ UNCH    2 0
 JZ2326
 JZ2326.Superseded values are not recommended for survey control.
 JZ2326
 JZ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2326.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2326
 JZ2326_MARKER: DB = BENCH MARK DISK
 JZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2326_STAMPING: J 236 1947
 JZ2326_MARK LOGO: CGS
 JZ2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2326+STABILITY: SURFACE MOTION
 JZ2326
 JZ2326  HISTORY     - Date     Condition        Report By
 JZ2326  HISTORY     - 1947     MONUMENTED       CGS
 JZ2326
 JZ2326                          STATION DESCRIPTION
 JZ2326
 JZ2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2326'2 MI N FROM FORTVILLE.
 JZ2326'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2326'WITH STATE HIGHWAY 238 AT FORTVILLE, ABOUT 0.5 MILE SOUTH OF THE
 JZ2326'BRIDGE OVER FALL CREEK, 0.2 MILE NORTH OF THE BRIDGE OVER LICK
 JZ2326'CREEK, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 41.5
 JZ2326'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF
 JZ2326'THE CENTER LINE OF THE ROAD EAST, 121 FEET NORTHEAST AND ACROSS
 JZ2326'THE HIGHWAY FROM THE NORTHEAST CORNER OF A CEMETERY, 11.5 FEET
 JZ2326'NORTH OF A POWER POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2326'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2326'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2476 ***********************************************************************
 JZ2476  DESIGNATION -  J 238
 JZ2476  PID         -  JZ2476
 JZ2476  STATE/COUNTY-  IN/HANCOCK
 JZ2476  COUNTRY     -  US
 JZ2476  USGS QUAD   -  ACTON (2019)
 JZ2476
 JZ2476                         *CURRENT SURVEY CONTROL
 JZ2476  ______________________________________________________________________
 JZ2476* NAD 83(1986) POSITION- 39 42 44.     (N) 085 57 05.     (W)   SCALED
 JZ2476* NAVD 88 ORTHO HEIGHT -   247.265 (meters)      811.24  (feet) ADJUSTED
 JZ2476  ______________________________________________________________________
 JZ2476  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 JZ2476  DYNAMIC HEIGHT  -        247.123 (meters)      810.77  (feet) COMP
 JZ2476  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 JZ2476
 JZ2476  VERT ORDER      -  SECOND    CLASS 0
 JZ2476
 JZ2476.The horizontal coordinates were scaled from a map and have
 JZ2476.an estimated accuracy of +/- 6 seconds.
 JZ2476
 JZ2476.The orthometric height was determined by differential leveling and
 JZ2476.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2476.in June 1991.
 JZ2476
 JZ2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2476.GEOID18 height accuracy estimate available here.
 JZ2476
 JZ2476.Click photographs - Photos may exist for this station.
 JZ2476
 JZ2476.The dynamic height is computed by dividing the NAVD 88
 JZ2476.geopotential number by the normal gravity value computed on the
 JZ2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2476.degrees latitude (g = 980.6199 gals.).
 JZ2476
 JZ2476.The modeled gravity was interpolated from observed gravity values.
 JZ2476
 JZ2476;                    North         East    Units  Estimated Accuracy
 JZ2476;SPC IN E     -   495,610.       75,590.      MT  (+/- 180 meters Scaled)
 JZ2476
 JZ2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898963(NAD 83)
 JZ2476
 JZ2476                          SUPERSEDED SURVEY CONTROL
 JZ2476
 JZ2476  NGVD 29 (??/??/92)  247.376  (m)          811.60   (f) ADJ UNCH    2 0
 JZ2476
 JZ2476.Superseded values are not recommended for survey control.
 JZ2476
 JZ2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2476.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2476
 JZ2476_MARKER: DB = BENCH MARK DISK
 JZ2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2476_STAMPING: J 238 1947
 JZ2476_MARK LOGO: CGS
 JZ2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2476+STABILITY: SURFACE MOTION
 JZ2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2476+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2476
 JZ2476  HISTORY     - Date     Condition        Report By
 JZ2476  HISTORY     - 1947     MONUMENTED       CGS
 JZ2476  HISTORY     - 20090203 GOOD             IN-059
 JZ2476
 JZ2476                          STATION DESCRIPTION
 JZ2476
 JZ2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2476'4.8 MI S FROM CUMBERLAND.
 JZ2476'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2476'AT CUMBERLAND, THENCE 4.55 MILES SOUTH ALONG THE COUNTY LINE
 JZ2476'ROAD, 0.3 MILE SOUTH OF A SIDE ROAD LEADING EAST, 180 FEET NORTH
 JZ2476'OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 19 FEET EAST OF
 JZ2476'THE CENTER LINE OF THE COUNTY LINE ROAD, 4.5 FEET NORTH OF A
 JZ2476'POWER POLE, 15 FEET SOUTH OF A 28-INCH IRONWOOD TREE, 1 FOOT
 JZ2476'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2476'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2476'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK MAY BE REACHED
 JZ2476'FROM THE POST OFFICE AT ACTON, MARION COUNTY, BY GOING NORTHEAST
 JZ2476'AND NORTH ALONG A ROAD LEADING TO CUMBERLAND THAT FOLLOWS THE
 JZ2476'HANCOCK-SHELBY AND MARION COUNTY LINE FOR ABOUT 4.8 MILES.
 JZ2476
 JZ2476                          STATION RECOVERY (2009)
 JZ2476
 JZ2476'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2578 ***********************************************************************
 JZ2578  DESIGNATION -  J 239
 JZ2578  PID         -  JZ2578
 JZ2578  STATE/COUNTY-  IN/HANCOCK
 JZ2578  COUNTRY     -  US
 JZ2578  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2578
 JZ2578                         *CURRENT SURVEY CONTROL
 JZ2578  ______________________________________________________________________
 JZ2578* NAD 83(1986) POSITION- 39 41 57.     (N) 085 48 01.     (W)   SCALED
 JZ2578* NAVD 88 ORTHO HEIGHT -   259.480 (meters)      851.31  (feet) ADJUSTED
 JZ2578  ______________________________________________________________________
 JZ2578  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 JZ2578  DYNAMIC HEIGHT  -        259.330 (meters)      850.82  (feet) COMP
 JZ2578  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 JZ2578
 JZ2578  VERT ORDER      -  SECOND    CLASS 0
 JZ2578
 JZ2578.The horizontal coordinates were scaled from a map and have
 JZ2578.an estimated accuracy of +/- 6 seconds.
 JZ2578
 JZ2578.The orthometric height was determined by differential leveling and
 JZ2578.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2578.in June 1991.
 JZ2578
 JZ2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2578.GEOID18 height accuracy estimate available here.
 JZ2578
 JZ2578.Click photographs - Photos may exist for this station.
 JZ2578
 JZ2578.The dynamic height is computed by dividing the NAVD 88
 JZ2578.geopotential number by the normal gravity value computed on the
 JZ2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2578.degrees latitude (g = 980.6199 gals.).
 JZ2578
 JZ2578.The modeled gravity was interpolated from observed gravity values.
 JZ2578
 JZ2578;                    North         East    Units  Estimated Accuracy
 JZ2578;SPC IN E     -   494,130.       88,540.      MT  (+/- 180 meters Scaled)
 JZ2578
 JZ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ028950(NAD 83)
 JZ2578
 JZ2578                          SUPERSEDED SURVEY CONTROL
 JZ2578
 JZ2578  NGVD 29 (??/??/92)  259.597  (m)          851.69   (f) ADJ UNCH    2 0
 JZ2578
 JZ2578.Superseded values are not recommended for survey control.
 JZ2578
 JZ2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2578.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2578
 JZ2578_MARKER: DB = BENCH MARK DISK
 JZ2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2578_STAMPING: J 239 1947
 JZ2578_MARK LOGO: CGS
 JZ2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2578+STABILITY: SURFACE MOTION
 JZ2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2578+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2578
 JZ2578  HISTORY     - Date     Condition        Report By
 JZ2578  HISTORY     - 1947     MONUMENTED       CGS
 JZ2578  HISTORY     - 20090203 GOOD             IN-059
 JZ2578
 JZ2578                          STATION DESCRIPTION
 JZ2578
 JZ2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2578'1 MI NW FROM FOUNTAINTOWN.
 JZ2578'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2578'CROSSROADS AT FOUNTAINTOWN, ABOUT 0.1 MILE NORTHWEST OF THE
 JZ2578'HANCOCK-SHELBY COUNTY LINE, AT A NORTH-SOUTH ROAD INTERSECTION,
 JZ2578'41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 JZ2578'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH
 JZ2578'OF A FENCE CORNER, 5.5 FEET NORTH OF A POWER POLE, 1 FOOT EAST
 JZ2578'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2578'ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2578'POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS ABOUT 1.15
 JZ2578'MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST CHURCH
 JZ2578'AT CARROLLTON.
 JZ2578
 JZ2578                          STATION RECOVERY (2009)
 JZ2578
 JZ2578'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2437 ***********************************************************************
 JZ2437  DESIGNATION -  J 240
 JZ2437  PID         -  JZ2437
 JZ2437  STATE/COUNTY-  IN/MADISON
 JZ2437  COUNTRY     -  US
 JZ2437  USGS QUAD   -  PENDLETON (2019)
 JZ2437
 JZ2437                         *CURRENT SURVEY CONTROL
 JZ2437  ______________________________________________________________________
 JZ2437* NAD 83(1986) POSITION- 39 59 11.53   (N) 085 39 10.88   (W)   HD_HELD1
 JZ2437* NAVD 88 ORTHO HEIGHT -   286.339 (meters)      939.43  (feet) ADJUSTED
 JZ2437  ______________________________________________________________________
 JZ2437  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 JZ2437  DYNAMIC HEIGHT  -        286.181 (meters)      938.91  (feet) COMP
 JZ2437  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 JZ2437
 JZ2437  VERT ORDER      -  SECOND    CLASS 0
 JZ2437
 JZ2437.The horizontal coordinates were determined by differentially corrected
 JZ2437.hand held GPS observations or other comparable positioning techniques
 JZ2437.and have an estimated accuracy of +/- 3 meters.
 JZ2437
 JZ2437.The orthometric height was determined by differential leveling and
 JZ2437.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2437.in June 1991.
 JZ2437
 JZ2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2437.GEOID18 height accuracy estimate available here.
 JZ2437
 JZ2437.Click photographs - Photos may exist for this station.
 JZ2437
 JZ2437.The dynamic height is computed by dividing the NAVD 88
 JZ2437.geopotential number by the normal gravity value computed on the
 JZ2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2437.degrees latitude (g = 980.6199 gals.).
 JZ2437
 JZ2437.The modeled gravity was interpolated from observed gravity values.
 JZ2437
 JZ2437;                    North         East    Units  Estimated Accuracy
 JZ2437;SPC IN E     -   526,022.8     101,165.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2437
 JZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1500227131(NAD 83)
 JZ2437
 JZ2437                          SUPERSEDED SURVEY CONTROL
 JZ2437
 JZ2437  NGVD 29 (??/??/92)  286.471  (m)          939.86   (f) ADJ UNCH    2 0
 JZ2437
 JZ2437.Superseded values are not recommended for survey control.
 JZ2437
 JZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2437.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2437
 JZ2437_MARKER: DB = BENCH MARK DISK
 JZ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2437_STAMPING: J 240 1947
 JZ2437_MARK LOGO: CGS
 JZ2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2437+STABILITY: SURFACE MOTION
 JZ2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2437+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2002
 JZ2437
 JZ2437  HISTORY     - Date     Condition        Report By
 JZ2437  HISTORY     - 1947     MONUMENTED       CGS
 JZ2437  HISTORY     - 20020908 GOOD             USPSQD
 JZ2437
 JZ2437                          STATION DESCRIPTION
 JZ2437
 JZ2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2437'2.2 MI NW FROM MARKLEVILLE.
 JZ2437'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE
 JZ2437'CROSSROADS AT MARKLEVILLE, IN THE SOUTHWEST ANGLE OF THE
 JZ2437'INTERSECTION WITH A NORTH-SOUTH PAVED ROAD, 47.5 FEET WEST OF
 JZ2437'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28.5 FEET SOUTHWEST
 JZ2437'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF POWER POLE
 JZ2437'NUMBER 812/1456, 22.5 FEET NORTHWEST OF A FENCE CORNER, 1.5
 JZ2437'FEET NORTHEAST OF A FENCE LINE, 1.5 FEET SOUTHEAST OF A WHITE
 JZ2437'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JZ2437'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2437
 JZ2437                          STATION RECOVERY (2002)
 JZ2437
 JZ2437'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2437'NS ROAD IS 100E AND EW ROAD STATE HIGHWAY 38
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2495 ***********************************************************************
 JZ2495  DESIGNATION -  J 241
 JZ2495  PID         -  JZ2495
 JZ2495  STATE/COUNTY-  IN/HANCOCK
 JZ2495  COUNTRY     -  US
 JZ2495  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2495
 JZ2495                         *CURRENT SURVEY CONTROL
 JZ2495  ______________________________________________________________________
 JZ2495* NAD 83(1986) POSITION- 39 44 33.53   (N) 085 49 14.27   (W)   HD_HELD1
 JZ2495* NAVD 88 ORTHO HEIGHT -   255.425 (meters)      838.01  (feet) ADJUSTED
 JZ2495  ______________________________________________________________________
 JZ2495  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ2495  DYNAMIC HEIGHT  -        255.277 (meters)      837.52  (feet) COMP
 JZ2495  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 JZ2495
 JZ2495  VERT ORDER      -  SECOND    CLASS 0
 JZ2495
 JZ2495.The horizontal coordinates were determined by differentially corrected
 JZ2495.hand held GPS observations or other comparable positioning techniques
 JZ2495.and have an estimated accuracy of +/- 3 meters.
 JZ2495
 JZ2495.The orthometric height was determined by differential leveling and
 JZ2495.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2495.in June 1991.
 JZ2495
 JZ2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2495.GEOID18 height accuracy estimate available here.
 JZ2495
 JZ2495.Click photographs - Photos may exist for this station.
 JZ2495
 JZ2495.The dynamic height is computed by dividing the NAVD 88
 JZ2495.geopotential number by the normal gravity value computed on the
 JZ2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2495.degrees latitude (g = 980.6199 gals.).
 JZ2495
 JZ2495.The modeled gravity was interpolated from observed gravity values.
 JZ2495
 JZ2495;                    North         East    Units  Estimated Accuracy
 JZ2495;SPC IN E     -   498,955.5      86,803.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2495
 JZ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0104899859(NAD 83)
 JZ2495
 JZ2495                          SUPERSEDED SURVEY CONTROL
 JZ2495
 JZ2495  NGVD 29 (??/??/92)  255.541  (m)          838.39   (f) ADJ UNCH    2 0
 JZ2495
 JZ2495.Superseded values are not recommended for survey control.
 JZ2495
 JZ2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2495.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2495
 JZ2495_MARKER: DB = BENCH MARK DISK
 JZ2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2495_STAMPING: J 241 1947
 JZ2495_MARK LOGO: CGS
 JZ2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2495+STABILITY: SURFACE MOTION
 JZ2495
 JZ2495  HISTORY     - Date     Condition        Report By
 JZ2495  HISTORY     - 1947     MONUMENTED       CGS
 JZ2495  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2495
 JZ2495                          STATION DESCRIPTION
 JZ2495
 JZ2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2495'3.8 MI SE FROM PHILADELPHIA.
 JZ2495'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 JZ2495'WITH U.S. HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE OF
 JZ2495'PHILADELPHIA, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, ABOUT
 JZ2495'117.5 FEET WEST OF THE NORTHWEST CORNER OF A 30-FOOT STEEL BRIDGE
 JZ2495'OVER LITTLE SUGAR CREEK, 18.5 FEET NORTH OF A POWER POLE, 1
 JZ2495'FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2495'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2495
 JZ2495                          STATION RECOVERY (2009)
 JZ2495
 JZ2495'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2495'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2539 ***********************************************************************
 JZ2539  DESIGNATION -  J 242
 JZ2539  PID         -  JZ2539
 JZ2539  STATE/COUNTY-  IN/HANCOCK
 JZ2539  COUNTRY     -  US
 JZ2539  USGS QUAD   -  CLEVELAND (2019)
 JZ2539
 JZ2539                         *CURRENT SURVEY CONTROL
 JZ2539  ______________________________________________________________________
 JZ2539* NAD 83(1986) POSITION- 39 47 17.     (N) 085 41 19.     (W)   SCALED
 JZ2539* NAVD 88 ORTHO HEIGHT -   278.573 (meters)      913.95  (feet) ADJUSTED
 JZ2539  ______________________________________________________________________
 JZ2539  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ2539  DYNAMIC HEIGHT  -        278.413 (meters)      913.43  (feet) COMP
 JZ2539  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2539
 JZ2539  VERT ORDER      -  SECOND    CLASS 0
 JZ2539
 JZ2539.The horizontal coordinates were scaled from a map and have
 JZ2539.an estimated accuracy of +/- 6 seconds.
 JZ2539
 JZ2539.The orthometric height was determined by differential leveling and
 JZ2539.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2539.in June 1991.
 JZ2539
 JZ2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2539.GEOID18 height accuracy estimate available here.
 JZ2539
 JZ2539.Click photographs - Photos may exist for this station.
 JZ2539
 JZ2539.The dynamic height is computed by dividing the NAVD 88
 JZ2539.geopotential number by the normal gravity value computed on the
 JZ2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2539.degrees latitude (g = 980.6199 gals.).
 JZ2539
 JZ2539.The modeled gravity was interpolated from observed gravity values.
 JZ2539
 JZ2539;                    North         East    Units  Estimated Accuracy
 JZ2539;SPC IN E     -   503,990.       98,120.      MT  (+/- 180 meters Scaled)
 JZ2539
 JZ2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK122050(NAD 83)
 JZ2539
 JZ2539                          SUPERSEDED SURVEY CONTROL
 JZ2539
 JZ2539  NGVD 29 (??/??/92)  278.695  (m)          914.35   (f) ADJ UNCH    2 0
 JZ2539
 JZ2539.Superseded values are not recommended for survey control.
 JZ2539
 JZ2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2539.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2539
 JZ2539_MARKER: DB = BENCH MARK DISK
 JZ2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2539_STAMPING: J 242 1947
 JZ2539_MARK LOGO: CGS
 JZ2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2539+STABILITY: SURFACE MOTION
 JZ2539
 JZ2539  HISTORY     - Date     Condition        Report By
 JZ2539  HISTORY     - 1947     MONUMENTED       CGS
 JZ2539  HISTORY     - 19970101 MARK NOT FOUND   IN-059
 JZ2539  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2539
 JZ2539                          STATION DESCRIPTION
 JZ2539
 JZ2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2539'2.7 MI N FROM WESTLAND.
 JZ2539'ABOUT 2.7 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2539'AND STORE AT WESTLAND, AT THE JUNCTION OF U.S. HIGHWAY 40 RUNNING
 JZ2539'EAST AND WEST AND STATE HIGHWAY 209 LEADING NORTH, ABOUT 5.9 MILES
 JZ2539'SOUTH ALONG STATE HIGHWAY 209 FROM ITS CROSSING WITH THE NEW
 JZ2539'YORK CENTRAL RAILROAD AT WILLOW BRANCH, HANCOCK COUNTY, ABOUT
 JZ2539'4.15 EAST ALONG U.S. HIGHWAY 40 FROM THE COURT HOUSE AT GREENFIELD,
 JZ2539'96 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING
 JZ2539'SOUTH, 28.5 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET NORTH OF A
 JZ2539'FENCE CORNER POST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2539'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 JZ2539'POST PROJECTING 6 INCHES.
 JZ2539
 JZ2539                          STATION RECOVERY (1997)
 JZ2539
 JZ2539'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1997 (DWS)
 JZ2539'REFERENCE FENCES NOT PRESENT.  USED CENTERLINE OF EASTBOUND US 40 AND
 JZ2539'COUNTY ROAD 600 EAST, FORMERLY HIGHWAY 209.  PROBED 3 FT (0.9 M) X 3
 JZ2539'FT (0.9 M) AREA, FOUND EVIDENCE OF CONCRETE AROUND A FENCE POST 6
 JZ2539'INCHES BELOW SURFACE.  96 FT (29.3 M) SOUTH OF EASTBOUND CENTERLINE US
 JZ2539'40.  37 FT (11.3 M) EAST OF CENTERLINE COUNTY ROAD 600 E, US 40 X CR
 JZ2539'600 E.
 JZ2539
 JZ2539                          STATION RECOVERY (2009)
 JZ2539
 JZ2539'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2539'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2506 ***********************************************************************
 JZ2506  DESIGNATION -  J 243
 JZ2506  PID         -  JZ2506
 JZ2506  STATE/COUNTY-  IN/HANCOCK
 JZ2506  COUNTRY     -  US
 JZ2506  USGS QUAD   -  CUMBERLAND (2019)
 JZ2506
 JZ2506                         *CURRENT SURVEY CONTROL
 JZ2506  ______________________________________________________________________
 JZ2506* NAD 83(1986) POSITION- 39 46 39.     (N) 085 55 58.     (W)   SCALED
 JZ2506* NAVD 88 ORTHO HEIGHT -   260.821 (meters)      855.71  (feet) ADJUSTED
 JZ2506  ______________________________________________________________________
 JZ2506  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 JZ2506  DYNAMIC HEIGHT  -        260.671 (meters)      855.22  (feet) COMP
 JZ2506  MODELED GRAVITY -    980,046.9   (mgal)                       NAVD 88
 JZ2506
 JZ2506  VERT ORDER      -  SECOND    CLASS 0
 JZ2506
 JZ2506.The horizontal coordinates were scaled from a map and have
 JZ2506.an estimated accuracy of +/- 6 seconds.
 JZ2506
 JZ2506.The orthometric height was determined by differential leveling and
 JZ2506.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2506.in June 1991.
 JZ2506
 JZ2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2506.GEOID18 height accuracy estimate available here.
 JZ2506
 JZ2506.Click photographs - Photos may exist for this station.
 JZ2506
 JZ2506.The dynamic height is computed by dividing the NAVD 88
 JZ2506.geopotential number by the normal gravity value computed on the
 JZ2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2506.degrees latitude (g = 980.6199 gals.).
 JZ2506
 JZ2506.The modeled gravity was interpolated from observed gravity values.
 JZ2506
 JZ2506;                    North         East    Units  Estimated Accuracy
 JZ2506;SPC IN E     -   502,850.       77,200.      MT  (+/- 180 meters Scaled)
 JZ2506
 JZ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK913036(NAD 83)
 JZ2506
 JZ2506                          SUPERSEDED SURVEY CONTROL
 JZ2506
 JZ2506  NGVD 29 (??/??/92)  260.932  (m)          856.07   (f) ADJ UNCH    2 0
 JZ2506
 JZ2506.Superseded values are not recommended for survey control.
 JZ2506
 JZ2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2506.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2506
 JZ2506_MARKER: DB = BENCH MARK DISK
 JZ2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2506_STAMPING: J 243 1947
 JZ2506_MARK LOGO: CGS
 JZ2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2506+STABILITY: SURFACE MOTION
 JZ2506
 JZ2506  HISTORY     - Date     Condition        Report By
 JZ2506  HISTORY     - 1947     MONUMENTED       CGS
 JZ2506  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2506
 JZ2506                          STATION DESCRIPTION
 JZ2506
 JZ2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2506'1.2 MI E FROM CUMBERLAND.
 JZ2506'ABOUT 1.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2506'AT CUMBERLAND, AT THE NORTHEAST ANGLE OF THE INTERSECTION WITH
 JZ2506'A NORTH-SOUTH GRAVEL ROAD, 39 FEET NORTH OF THE NORTH EDGE OF THE
 JZ2506'HIGHWAY PAVEMENT, 69 FEET EAST OF THE CENTER LINE OF THE CROSS
 JZ2506'ROAD, 30.5 FEET EAST OF A FENCE CORNER, 27 FEET EAST OF TELEPHONE
 JZ2506'POLE 35, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 JZ2506'WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY LEVEL AND SET IN
 JZ2506'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2506
 JZ2506                          STATION RECOVERY (2009)
 JZ2506
 JZ2506'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2506'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2587 ***********************************************************************
 JZ2587  DESIGNATION -  J 244
 JZ2587  PID         -  JZ2587
 JZ2587  STATE/COUNTY-  IN/RUSH
 JZ2587  COUNTRY     -  US
 JZ2587  USGS QUAD   -  CARTHAGE (2019)
 JZ2587
 JZ2587                         *CURRENT SURVEY CONTROL
 JZ2587  ______________________________________________________________________
 JZ2587* NAD 83(1986) POSITION- 39 41 53.     (N) 085 36 49.     (W)   SCALED
 JZ2587* NAVD 88 ORTHO HEIGHT -   279.008 (meters)      915.38  (feet) ADJUSTED
 JZ2587  ______________________________________________________________________
 JZ2587  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2587  DYNAMIC HEIGHT  -        278.846 (meters)      914.85  (feet) COMP
 JZ2587  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 JZ2587
 JZ2587  VERT ORDER      -  SECOND    CLASS 0
 JZ2587
 JZ2587.The horizontal coordinates were scaled from a map and have
 JZ2587.an estimated accuracy of +/- 6 seconds.
 JZ2587
 JZ2587.The orthometric height was determined by differential leveling and
 JZ2587.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2587.in June 1991.
 JZ2587
 JZ2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2587.GEOID18 height accuracy estimate available here.
 JZ2587
 JZ2587.Click photographs - Photos may exist for this station.
 JZ2587
 JZ2587.The dynamic height is computed by dividing the NAVD 88
 JZ2587.geopotential number by the normal gravity value computed on the
 JZ2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2587.degrees latitude (g = 980.6199 gals.).
 JZ2587
 JZ2587.The modeled gravity was interpolated from observed gravity values.
 JZ2587
 JZ2587;                    North         East    Units  Estimated Accuracy
 JZ2587;SPC IN E     -   494,000.      104,550.      MT  (+/- 180 meters Scaled)
 JZ2587
 JZ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ188951(NAD 83)
 JZ2587
 JZ2587                          SUPERSEDED SURVEY CONTROL
 JZ2587
 JZ2587  NGVD 29 (??/??/92)  279.132  (m)          915.79   (f) ADJ UNCH    2 0
 JZ2587
 JZ2587.Superseded values are not recommended for survey control.
 JZ2587
 JZ2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2587.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2587
 JZ2587_MARKER: DB = BENCH MARK DISK
 JZ2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2587_STAMPING: J 244 1947
 JZ2587_MARK LOGO: CGS
 JZ2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2587+STABILITY: SURFACE MOTION
 JZ2587
 JZ2587  HISTORY     - Date     Condition        Report By
 JZ2587  HISTORY     - 1947     MONUMENTED       CGS
 JZ2587
 JZ2587                          STATION DESCRIPTION
 JZ2587
 JZ2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2587'5.8 MI NW FROM ARLINGTON.
 JZ2587'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2587'FROM THE POST OFFICE AT ARLINGTON, THENCE 2.0 MILES WEST ALONG
 JZ2587'A GRAVEL ROAD, AT THE JUNCTION WITH A ROAD LEADING SOUTH, 15.5
 JZ2587'FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 25.5 FEET SOUTH
 JZ2587'OF THE CENTER LINE OF THE EAST-WEST ROAD, 8 FEET SOUTH OF A
 JZ2587'MASONRY CORNER FENCE POST, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 JZ2587'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2595 ***********************************************************************
 JZ2595  DESIGNATION -  J 245
 JZ2595  PID         -  JZ2595
 JZ2595  STATE/COUNTY-  IN/SHELBY
 JZ2595  COUNTRY     -  US
 JZ2595  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2595
 JZ2595                         *CURRENT SURVEY CONTROL
 JZ2595  ______________________________________________________________________
 JZ2595* NAD 83(1986) POSITION- 39 35 39.     (N) 085 50 10.     (W)   SCALED
 JZ2595* NAVD 88 ORTHO HEIGHT -   235.469 (meters)      772.53  (feet) ADJUSTED
 JZ2595  ______________________________________________________________________
 JZ2595  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 JZ2595  DYNAMIC HEIGHT  -        235.334 (meters)      772.09  (feet) COMP
 JZ2595  MODELED GRAVITY -    980,044.9   (mgal)                       NAVD 88
 JZ2595
 JZ2595  VERT ORDER      -  SECOND    CLASS 0
 JZ2595
 JZ2595.The horizontal coordinates were scaled from a map and have
 JZ2595.an estimated accuracy of +/- 6 seconds.
 JZ2595
 JZ2595.The orthometric height was determined by differential leveling and
 JZ2595.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2595.in June 1991.
 JZ2595
 JZ2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2595.GEOID18 height accuracy estimate available here.
 JZ2595
 JZ2595.Click photographs - Photos may exist for this station.
 JZ2595
 JZ2595.The dynamic height is computed by dividing the NAVD 88
 JZ2595.geopotential number by the normal gravity value computed on the
 JZ2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2595.degrees latitude (g = 980.6199 gals.).
 JZ2595
 JZ2595.The modeled gravity was interpolated from observed gravity values.
 JZ2595
 JZ2595;                    North         East    Units  Estimated Accuracy
 JZ2595;SPC IN E     -   482,470.       85,450.      MT  (+/- 180 meters Scaled)
 JZ2595
 JZ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999833(NAD 83)
 JZ2595
 JZ2595                          SUPERSEDED SURVEY CONTROL
 JZ2595
 JZ2595  NGVD 29 (??/??/92)  235.58   (m)          772.9    (f) COMPUTED    2 0
 JZ2595
 JZ2595.Superseded values are not recommended for survey control.
 JZ2595
 JZ2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2595.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2595
 JZ2595_MARKER: DB = BENCH MARK DISK
 JZ2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2595_STAMPING: J 245 1947
 JZ2595_MARK LOGO: CGS
 JZ2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2595+STABILITY: SURFACE MOTION
 JZ2595
 JZ2595  HISTORY     - Date     Condition        Report By
 JZ2595  HISTORY     - 1947     MONUMENTED       CGS
 JZ2595
 JZ2595                          STATION DESCRIPTION
 JZ2595
 JZ2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2595'1.8 MI NE FROM FAIRLAND.
 JZ2595'ABOUT 0.6 MILE EAST AND NORTH ALONG A PAVED ROAD FROM THE POST
 JZ2595'OFFICE AT FAIRLAND, THENCE 1.2 MILE EAST AND NORTHEAST ALONG A
 JZ2595'GRAVEL ROAD, AT THE JUNCTION WITH STATE HIGHWAY 29, IN THE SOUTH
 JZ2595'ANGLE OF THE JUNCTION, ABOUT 0.1 MILE NORTHWEST OF A CONCRETE
 JZ2595'BRIDGE OVER BIG BRANDYWINE CREEK, 48 FEET SOUTHWEST OF THE CENTER
 JZ2595'LINE OF THE HIGHWAY, 15.5 FEET SOUTHEAST OF THE CENTER LINE OF
 JZ2595'THE GRAVEL ROAD, 23 FEET SOUTHWEST OF A FENCE CORNER, 7.5 FEET
 JZ2595'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE
 JZ2595'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ2595'BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2595'ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2596 ***********************************************************************
 JZ2596  DESIGNATION -  J 245 RESET
 JZ2596  PID         -  JZ2596
 JZ2596  STATE/COUNTY-  IN/SHELBY
 JZ2596  COUNTRY     -  US
 JZ2596  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2596
 JZ2596                         *CURRENT SURVEY CONTROL
 JZ2596  ______________________________________________________________________
 JZ2596* NAD 83(1986) POSITION- 39 35 39.     (N) 085 50 10.     (W)   SCALED
 JZ2596* NAVD 88 ORTHO HEIGHT -   237.179 (meters)      778.14  (feet) ADJUSTED
 JZ2596  ______________________________________________________________________
 JZ2596  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 JZ2596  DYNAMIC HEIGHT  -        237.042 (meters)      777.70  (feet) COMP
 JZ2596  MODELED GRAVITY -    980,044.9   (mgal)                       NAVD 88
 JZ2596
 JZ2596  VERT ORDER      -  FIRST     CLASS II
 JZ2596
 JZ2596.The horizontal coordinates were scaled from a map and have
 JZ2596.an estimated accuracy of +/- 6 seconds.
 JZ2596
 JZ2596.The orthometric height was determined by differential leveling and
 JZ2596.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2596.in June 1991.
 JZ2596
 JZ2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2596.GEOID18 height accuracy estimate available here.
 JZ2596
 JZ2596.Click photographs - Photos may exist for this station.
 JZ2596
 JZ2596.The dynamic height is computed by dividing the NAVD 88
 JZ2596.geopotential number by the normal gravity value computed on the
 JZ2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2596.degrees latitude (g = 980.6199 gals.).
 JZ2596
 JZ2596.The modeled gravity was interpolated from observed gravity values.
 JZ2596
 JZ2596;                    North         East    Units  Estimated Accuracy
 JZ2596;SPC IN E     -   482,470.       85,450.      MT  (+/- 180 meters Scaled)
 JZ2596
 JZ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999833(NAD 83)
 JZ2596
 JZ2596                          SUPERSEDED SURVEY CONTROL
 JZ2596
 JZ2596  NGVD 29 (??/??/??)  237.30   (m)          778.5    (f) RESET       3  
 JZ2596
 JZ2596.Superseded values are not recommended for survey control.
 JZ2596
 JZ2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2596.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2596
 JZ2596_MARKER: DB = BENCH MARK DISK
 JZ2596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2596_SP_SET: ABUTMENT
 JZ2596_STAMPING: J 245 RESET 1958
 JZ2596_MARK LOGO: CGS
 JZ2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2596
 JZ2596  HISTORY     - Date     Condition        Report By
 JZ2596  HISTORY     - 1958     MONUMENTED       INHD
 JZ2596  HISTORY     - 1986     GOOD             NGS
 JZ2596
 JZ2596                          STATION DESCRIPTION
 JZ2596
 JZ2596'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1958
 JZ2596'1.8 MI ENE FROM FAIRLAND.
 JZ2596'0.6 MILE EAST AND NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2596'AT FAIRLAND, THENCE 1.2 MILE EAST AND NORTHEAST ALONG A GRAVEL
 JZ2596'ROAD, AT THE JUNCTION WITH U.S. HIGHWAY 421 (FORMERLY STATE
 JZ2596'HIGHWAY 29), IN THE SOUTHEAST WINDOW OF THE NORTHEAST ABUTMENT
 JZ2596'OF THE COUNTY ROAD GRADE SEPARATION BRIDGE, AND ON THE NORTHEAST
 JZ2596'SIDE OF U.S. HIGHWAY 421, AND APPROXIMATELY 1300 FEET NORTHWEST
 JZ2596'OF A BRIDGE (CONCRETE) OVER BIG BRANDYWINE CREEK.
 JZ2596
 JZ2596                          STATION RECOVERY (1986)
 JZ2596
 JZ2596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2596'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--7.4 M
 JZ2596'(24.3 FT) NORTHEAST OF THE CENTER OF THE NORTHWEST BOUND LANES OF THE
 JZ2596'HIGHWAY, 4.6 M (15.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE PIER,
 JZ2596'AND 2.8 M (9.2 FT) NORTHEAST OF THE SOUTHEAST END OF THE PIER.
 JZ2596'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1106 ***********************************************************************
 LA1106  DESIGNATION -  J 246
 LA1106  PID         -  LA1106
 LA1106  STATE/COUNTY-  IN/RANDOLPH
 LA1106  COUNTRY     -  US
 LA1106  USGS QUAD   -  CARLOS (2019)
 LA1106
 LA1106                         *CURRENT SURVEY CONTROL
 LA1106  ______________________________________________________________________
 LA1106* NAD 83(1986) POSITION- 40 05 30.     (N) 085 02 57.     (W)   SCALED
 LA1106* NAVD 88 ORTHO HEIGHT -   357.134 (meters)     1171.70  (feet) ADJUSTED
 LA1106  ______________________________________________________________________
 LA1106  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LA1106  DYNAMIC HEIGHT  -        356.934 (meters)     1171.04  (feet) COMP
 LA1106  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 LA1106
 LA1106  VERT ORDER      -  SECOND    CLASS 0
 LA1106
 LA1106.The horizontal coordinates were scaled from a map and have
 LA1106.an estimated accuracy of +/- 6 seconds.
 LA1106
 LA1106.The orthometric height was determined by differential leveling and
 LA1106.adjusted by the NATIONAL GEODETIC SURVEY
 LA1106.in June 1991.
 LA1106
 LA1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1106.GEOID18 height accuracy estimate available here.
 LA1106
 LA1106.Click photographs - Photos may exist for this station.
 LA1106
 LA1106.The dynamic height is computed by dividing the NAVD 88
 LA1106.geopotential number by the normal gravity value computed on the
 LA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1106.degrees latitude (g = 980.6199 gals.).
 LA1106
 LA1106.The modeled gravity was interpolated from observed gravity values.
 LA1106
 LA1106;                    North         East    Units  Estimated Accuracy
 LA1106;SPC IN E     -   537,880.      152,660.      MT  (+/- 180 meters Scaled)
 LA1106
 LA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK663397(NAD 83)
 LA1106
 LA1106                          SUPERSEDED SURVEY CONTROL
 LA1106
 LA1106  NGVD 29 (??/??/92)  357.265  (m)         1172.13   (f) ADJ UNCH    2 0
 LA1106
 LA1106.Superseded values are not recommended for survey control.
 LA1106
 LA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1106.See file dsdata.pdf to determine how the superseded data were derived.
 LA1106
 LA1106_MARKER: DB = BENCH MARK DISK
 LA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1106_STAMPING: J 246 1947
 LA1106_MARK LOGO: CGS
 LA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1106+STABILITY: SURFACE MOTION
 LA1106
 LA1106  HISTORY     - Date     Condition        Report By
 LA1106  HISTORY     - 1947     MONUMENTED       CGS
 LA1106
 LA1106                          STATION DESCRIPTION
 LA1106
 LA1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1106'7.2 MI NE FROM MODOC.
 LA1106'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1106'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 4.2 MILES EAST
 LA1106'ALONG A GRAVEL ROAD, AT A NORTHEAST-SOUTHWEST GRAVEL CROSS
 LA1106'ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1106'18 FEET NORTHWEST OF THE CENTER LINE OF THE CROSS ROAD, 17
 LA1106'FEET SOUTHWEST OF A FENCE CORNER, 11.5 FEET WEST OF THE SOUTHWEST
 LA1106'END OF THE NORTHWEST 4-FOOT CONCRETE HEAD WALL OF A 10-INCH
 LA1106'PIPE CULVERT, 55 FEET NORTHEAST OF POWER POLE NO. 861-1413,
 LA1106'1.3 FEET SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 LA1106'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LA1106'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1124 ***********************************************************************
 LA1124  DESIGNATION -  J 247
 LA1124  PID         -  LA1124
 LA1124  STATE/COUNTY-  IN/HENRY
 LA1124  COUNTRY     -  US
 LA1124  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1124
 LA1124                         *CURRENT SURVEY CONTROL
 LA1124  ______________________________________________________________________
 LA1124* NAD 83(1986) POSITION- 40 02 49.     (N) 085 21 55.     (W)   SCALED
 LA1124* NAVD 88 ORTHO HEIGHT -   334.682 (meters)     1098.04  (feet) ADJUSTED
 LA1124  ______________________________________________________________________
 LA1124  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LA1124  DYNAMIC HEIGHT  -        334.500 (meters)     1097.44  (feet) COMP
 LA1124  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 LA1124
 LA1124  VERT ORDER      -  SECOND    CLASS 0
 LA1124
 LA1124.The horizontal coordinates were scaled from a map and have
 LA1124.an estimated accuracy of +/- 6 seconds.
 LA1124
 LA1124.The orthometric height was determined by differential leveling and
 LA1124.adjusted by the NATIONAL GEODETIC SURVEY
 LA1124.in June 1991.
 LA1124
 LA1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1124.GEOID18 height accuracy estimate available here.
 LA1124
 LA1124.Click photographs - Photos may exist for this station.
 LA1124
 LA1124.The dynamic height is computed by dividing the NAVD 88
 LA1124.geopotential number by the normal gravity value computed on the
 LA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1124.degrees latitude (g = 980.6199 gals.).
 LA1124
 LA1124.The modeled gravity was interpolated from observed gravity values.
 LA1124
 LA1124;                    North         East    Units  Estimated Accuracy
 LA1124;SPC IN E     -   532,770.      125,720.      MT  (+/- 180 meters Scaled)
 LA1124
 LA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK394342(NAD 83)
 LA1124
 LA1124                          SUPERSEDED SURVEY CONTROL
 LA1124
 LA1124  NGVD 29 (??/??/92)  334.815  (m)         1098.47   (f) ADJ UNCH    2 0
 LA1124
 LA1124.Superseded values are not recommended for survey control.
 LA1124
 LA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1124.See file dsdata.pdf to determine how the superseded data were derived.
 LA1124
 LA1124_MARKER: DB = BENCH MARK DISK
 LA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1124_STAMPING: J 247 1947
 LA1124_MARK LOGO: CGS
 LA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1124+STABILITY: SURFACE MOTION
 LA1124
 LA1124  HISTORY     - Date     Condition        Report By
 LA1124  HISTORY     - 1947     MONUMENTED       CGS
 LA1124
 LA1124                          STATION DESCRIPTION
 LA1124
 LA1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1124'1.4 MI E FROM SPRINGPORT.
 LA1124'ABOUT 1.35 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LA1124'AT SPRINGPORT, ABOUT 1.0 MILE EAST OF THE INTERSECTION OF STATE
 LA1124'HIGHWAY 3, AT A CROSS ROAD, 20 FEET SOUTH OF THE CENTER LINE OF
 LA1124'THE ROAD, 62 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 31
 LA1124'FEET EAST OF A ROUND CONCRETE CORNER AND GATE POST, 72 FEET
 LA1124'SOUTH-SOUTHWEST AND ACROSS THE EAST-WEST ROAD FROM THE SOUTHWEST
 LA1124'CORNER OF A FARM HOUSE, 9.5 FEET WEST OF A TELEPHONE POLE, 1
 LA1124'FOOT NORTH OF THE FENCE LINE, 1 FOOT ABOVE THE ROAD AND SET IN
 LA1124'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1685 ***********************************************************************
 JZ1685  DESIGNATION -  J 248
 JZ1685  PID         -  JZ1685
 JZ1685  STATE/COUNTY-  IN/HENRY
 JZ1685  COUNTRY     -  US
 JZ1685  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1685
 JZ1685                         *CURRENT SURVEY CONTROL
 JZ1685  ______________________________________________________________________
 JZ1685* NAD 83(1986) POSITION- 39 55 27.     (N) 085 28 53.     (W)   SCALED
 JZ1685* NAVD 88 ORTHO HEIGHT -   320.081 (meters)     1050.13  (feet) ADJUSTED
 JZ1685  ______________________________________________________________________
 JZ1685  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JZ1685  DYNAMIC HEIGHT  -        319.903 (meters)     1049.55  (feet) COMP
 JZ1685  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 JZ1685
 JZ1685  VERT ORDER      -  SECOND    CLASS 0
 JZ1685
 JZ1685.The horizontal coordinates were scaled from a map and have
 JZ1685.an estimated accuracy of +/- 6 seconds.
 JZ1685
 JZ1685.The orthometric height was determined by differential leveling and
 JZ1685.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1685.in June 1991.
 JZ1685
 JZ1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1685.GEOID18 height accuracy estimate available here.
 JZ1685
 JZ1685.Click photographs - Photos may exist for this station.
 JZ1685
 JZ1685.The dynamic height is computed by dividing the NAVD 88
 JZ1685.geopotential number by the normal gravity value computed on the
 JZ1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1685.degrees latitude (g = 980.6199 gals.).
 JZ1685
 JZ1685.The modeled gravity was interpolated from observed gravity values.
 JZ1685
 JZ1685;                    North         East    Units  Estimated Accuracy
 JZ1685;SPC IN E     -   519,110.      115,840.      MT  (+/- 180 meters Scaled)
 JZ1685
 JZ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297204(NAD 83)
 JZ1685
 JZ1685                          SUPERSEDED SURVEY CONTROL
 JZ1685
 JZ1685  NGVD 29 (??/??/92)  320.209  (m)         1050.55   (f) ADJ UNCH    2 0
 JZ1685
 JZ1685.Superseded values are not recommended for survey control.
 JZ1685
 JZ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1685.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1685
 JZ1685_MARKER: DB = BENCH MARK DISK
 JZ1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1685_STAMPING: J 248 1947
 JZ1685_MARK LOGO: CGS
 JZ1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1685+STABILITY: SURFACE MOTION
 JZ1685
 JZ1685  HISTORY     - Date     Condition        Report By
 JZ1685  HISTORY     - 1947     MONUMENTED       CGS
 JZ1685
 JZ1685                          STATION DESCRIPTION
 JZ1685
 JZ1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1685'2.2 MI SE FROM CADIZ.
 JZ1685'ABOUT 0.35 MILE SOUTH ALONG A COUNTY ROAD FROM THE MAIN CROSSROADS
 JZ1685'AT CADIZ, THENCE ABOUT 1.85 MILE EAST AND SOUTH ALONG A GRAVEL
 JZ1685'ROAD, ABOUT 1.1 MILE NORTH OF THE INTERSECTION OF THE CLEVELAND,
 JZ1685'CINCINNATI, CHICAGO AND ST. LOUIS RAILROAD, ABOUT 0.5 MILE
 JZ1685'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 234, ABOUT 0.5 MILE
 JZ1685'NORTH OF A CROSS ROAD, AT A PROPERTY FENCE LINE RUNNING WEST,
 JZ1685'17 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE
 JZ1685'FENCE LINE, 4 FEET SOUTH OF THE FENCE CORNER POST AT THE PROPERTY
 JZ1685'FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1685'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1136 ***********************************************************************
 LA1136  DESIGNATION -  J 249
 LA1136  PID         -  LA1136
 LA1136  STATE/COUNTY-  IN/HENRY
 LA1136  COUNTRY     -  US
 LA1136  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1136
 LA1136                         *CURRENT SURVEY CONTROL
 LA1136  ______________________________________________________________________
 LA1136* NAD 83(1986) POSITION- 40 01 57.     (N) 085 15 00.     (W)   SCALED
 LA1136* NAVD 88 ORTHO HEIGHT -   332.618 (meters)     1091.26  (feet) ADJUSTED
 LA1136  ______________________________________________________________________
 LA1136  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 LA1136  DYNAMIC HEIGHT  -        332.435 (meters)     1090.66  (feet) COMP
 LA1136  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 LA1136
 LA1136  VERT ORDER      -  SECOND    CLASS 0
 LA1136
 LA1136.The horizontal coordinates were scaled from a map and have
 LA1136.an estimated accuracy of +/- 6 seconds.
 LA1136
 LA1136.The orthometric height was determined by differential leveling and
 LA1136.adjusted by the NATIONAL GEODETIC SURVEY
 LA1136.in June 1991.
 LA1136
 LA1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1136.GEOID18 height accuracy estimate available here.
 LA1136
 LA1136.Click photographs - Photos may exist for this station.
 LA1136
 LA1136.The dynamic height is computed by dividing the NAVD 88
 LA1136.geopotential number by the normal gravity value computed on the
 LA1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1136.degrees latitude (g = 980.6199 gals.).
 LA1136
 LA1136.The modeled gravity was interpolated from observed gravity values.
 LA1136
 LA1136;                    North         East    Units  Estimated Accuracy
 LA1136;SPC IN E     -   531,210.      135,560.      MT  (+/- 180 meters Scaled)
 LA1136
 LA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK493328(NAD 83)
 LA1136
 LA1136                          SUPERSEDED SURVEY CONTROL
 LA1136
 LA1136  NGVD 29 (??/??/92)  332.752  (m)         1091.70   (f) ADJ UNCH    2 0
 LA1136
 LA1136.Superseded values are not recommended for survey control.
 LA1136
 LA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1136.See file dsdata.pdf to determine how the superseded data were derived.
 LA1136
 LA1136_MARKER: DB = BENCH MARK DISK
 LA1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1136_SP_SET: BRIDGE
 LA1136_STAMPING: J 249 1947
 LA1136_MARK LOGO: CGS
 LA1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1136
 LA1136  HISTORY     - Date     Condition        Report By
 LA1136  HISTORY     - 1947     MONUMENTED       CGS
 LA1136
 LA1136                          STATION DESCRIPTION
 LA1136
 LA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1136'2 MI S FROM BLOUNTSVILLE.
 LA1136'ABOUT 1.95 MILE SOUTH ALONG A PAVED ROAD FROM THE CHESAPEAKE AND
 LA1136'OHIO RAILWAY STATION AT BLOUNTSVILLE, 0.1 MILE SOUTHWEST OF AN
 LA1136'EAST-WEST CROSS ROAD, IN THE TOP OF THE NORTHEAST END OF THE
 LA1136'SOUTHEAST HEADWALL OF AN 8-FOOT CONCRETE ARCH BRIDGE, 13 FEET
 LA1136'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTHEAST OF
 LA1136'THE NORTHEAST END OF THE SOUTHEAST CONCRETE RAILING AND ABOUT
 LA1136'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1153 ***********************************************************************
 LA1153  DESIGNATION -  J 250
 LA1153  PID         -  LA1153
 LA1153  STATE/COUNTY-  IN/DELAWARE
 LA1153  COUNTRY     -  US
 LA1153  USGS QUAD   -  MUNCIE WEST (2019)
 LA1153
 LA1153                         *CURRENT SURVEY CONTROL
 LA1153  ______________________________________________________________________
 LA1153* NAD 83(1986) POSITION- 40 10 14.4    (N) 085 23 10.7    (W)   HD_HELD2
 LA1153* NAVD 88 ORTHO HEIGHT -   291.280 (meters)      955.64  (feet) ADJUSTED
 LA1153  ______________________________________________________________________
 LA1153  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 LA1153  DYNAMIC HEIGHT  -        291.124 (meters)      955.13  (feet) COMP
 LA1153  MODELED GRAVITY -    980,082.5   (mgal)                       NAVD 88
 LA1153
 LA1153  VERT ORDER      -  SECOND    CLASS 0
 LA1153
 LA1153.The horizontal coordinates were established by autonomous hand held GPS
 LA1153.observations and have an estimated accuracy of +/- 10 meters.
 LA1153
 LA1153.The orthometric height was determined by differential leveling and
 LA1153.adjusted by the NATIONAL GEODETIC SURVEY
 LA1153.in June 1991.
 LA1153
 LA1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1153.GEOID18 height accuracy estimate available here.
 LA1153
 LA1153.Click photographs - Photos may exist for this station.
 LA1153
 LA1153.The dynamic height is computed by dividing the NAVD 88
 LA1153.geopotential number by the normal gravity value computed on the
 LA1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1153.degrees latitude (g = 980.6199 gals.).
 LA1153
 LA1153.The modeled gravity was interpolated from observed gravity values.
 LA1153
 LA1153;                    North         East    Units  Estimated Accuracy
 LA1153;SPC IN E     -   546,505.      123,881.      MT  (+/- 10 meters HH2 GPS)
 LA1153
 LA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3740447948(NAD 83)
 LA1153
 LA1153                          SUPERSEDED SURVEY CONTROL
 LA1153
 LA1153  NGVD 29 (??/??/92)  291.415  (m)          956.08   (f) ADJ UNCH    2 0
 LA1153
 LA1153.Superseded values are not recommended for survey control.
 LA1153
 LA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1153.See file dsdata.pdf to determine how the superseded data were derived.
 LA1153
 LA1153_MARKER: DB = BENCH MARK DISK
 LA1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1153_SP_SET: BUILDING
 LA1153_STAMPING: J 250 1947
 LA1153_MARK LOGO: CGS
 LA1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1153+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 LA1153
 LA1153  HISTORY     - Date     Condition        Report By
 LA1153  HISTORY     - 1947     MONUMENTED       CGS
 LA1153  HISTORY     - 20140926 GOOD             GEOCAC
 LA1153
 LA1153                          STATION DESCRIPTION
 LA1153
 LA1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1153'AT MUNCIE.
 LA1153'AT MUNCIE, ABOUT 1.65 MILES SOUTH ALONG SOUTH WALNUT STREET
 LA1153'FROM THE COURT HOUSE, IN THE EAST WALL AND 1 FOOT SOUTH OF THE
 LA1153'NORTHEAST CORNER OF THE EXCEL MFG. CORP BRICK BUILDING, 30
 LA1153'FEET WEST OF THE CENTER LINE OF SOUTH WALNUT STREET, 137 FEET
 LA1153'NORTH OF THE CENTER LINE OF 20TH STREET, 4.1 FEET ABOVE THE
 LA1153'GROUND AND SET VERTICALLY IN A DRILL HOLE.
 LA1153
 LA1153                          STATION RECOVERY (2014)
 LA1153
 LA1153'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 LA1153'RECOVERED AS DESCRIBED.
 LA1153'
 LA1153'WALL (AND STATION MARKER) HAS BEEN PAINTED, BUT STAMPING ON MARKER IS
 LA1153'PLAINLY SEEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1489 ***********************************************************************
 JZ1489  DESIGNATION -  J 251
 JZ1489  PID         -  JZ1489
 JZ1489  STATE/COUNTY-  IN/HENRY
 JZ1489  COUNTRY     -  US
 JZ1489  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1489
 JZ1489                         *CURRENT SURVEY CONTROL
 JZ1489  ______________________________________________________________________
 JZ1489* NAD 83(1986) POSITION- 39 56 14.     (N) 085 20 10.     (W)   SCALED
 JZ1489* NAVD 88 ORTHO HEIGHT -   326.436 (meters)     1070.98  (feet) ADJUSTED
 JZ1489  ______________________________________________________________________
 JZ1489  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 JZ1489  DYNAMIC HEIGHT  -        326.254 (meters)     1070.39  (feet) COMP
 JZ1489  MODELED GRAVITY -    980,057.5   (mgal)                       NAVD 88
 JZ1489
 JZ1489  VERT ORDER      -  SECOND    CLASS 0
 JZ1489
 JZ1489.The horizontal coordinates were scaled from a map and have
 JZ1489.an estimated accuracy of +/- 6 seconds.
 JZ1489
 JZ1489.The orthometric height was determined by differential leveling and
 JZ1489.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1489.in June 1991.
 JZ1489
 JZ1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1489.GEOID18 height accuracy estimate available here.
 JZ1489
 JZ1489.Click photographs - Photos may exist for this station.
 JZ1489
 JZ1489.The dynamic height is computed by dividing the NAVD 88
 JZ1489.geopotential number by the normal gravity value computed on the
 JZ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1489.degrees latitude (g = 980.6199 gals.).
 JZ1489
 JZ1489.The modeled gravity was interpolated from observed gravity values.
 JZ1489
 JZ1489;                    North         East    Units  Estimated Accuracy
 JZ1489;SPC IN E     -   520,600.      128,250.      MT  (+/- 180 meters Scaled)
 JZ1489
 JZ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK421221(NAD 83)
 JZ1489
 JZ1489                          SUPERSEDED SURVEY CONTROL
 JZ1489
 JZ1489  NGVD 29 (??/??/92)  326.567  (m)         1071.41   (f) ADJ UNCH    2 0
 JZ1489
 JZ1489.Superseded values are not recommended for survey control.
 JZ1489
 JZ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1489.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1489
 JZ1489_MARKER: DB = BENCH MARK DISK
 JZ1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1489_STAMPING: J 251 1934
 JZ1489_MARK LOGO: CGS
 JZ1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1489+STABILITY: SURFACE MOTION
 JZ1489
 JZ1489  HISTORY     - Date     Condition        Report By
 JZ1489  HISTORY     - 1934     MONUMENTED       CGS
 JZ1489  HISTORY     - 1947     GOOD             CGS
 JZ1489
 JZ1489                          STATION DESCRIPTION
 JZ1489
 JZ1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1489'2 MI E FROM NEW CASTLE.
 JZ1489'ABOUT 2.0 MILES EAST OF NEW CASTLE, AT THE NEW CASTLE MUNICIPAL
 JZ1489'AIRPORT, AT THE NORTHEAST CORNER OF THE FIELD, ABOUT 0.2 MILE
 JZ1489'EAST OF THE MAIN OFFICE BUILDING, 32 FEET SOUTH OF THE CENTER
 JZ1489'LINE OF A BLACK TOP ROAD RUNNING ALONG THE NORTH EDGE OF A FIELD,
 JZ1489'1 FOOT SOUTH OF THE AIRPORT FENCE, 35.5 FEET WEST OF THE FENCE
 JZ1489'CORNER, 21.5 FEET WEST OF THE WEST POST OF A GATE, 2 FEET WEST
 JZ1489'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1489'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1630 ***********************************************************************
 JZ1630  DESIGNATION -  J 252
 JZ1630  PID         -  JZ1630
 JZ1630  STATE/COUNTY-  IN/RUSH
 JZ1630  COUNTRY     -  US
 JZ1630  USGS QUAD   -  DUNREITH (2019)
 JZ1630
 JZ1630                         *CURRENT SURVEY CONTROL
 JZ1630  ______________________________________________________________________
 JZ1630* NAD 83(1986) POSITION- 39 45 37.     (N) 085 26 32.     (W)   SCALED
 JZ1630* NAVD 88 ORTHO HEIGHT -   310.811 (meters)     1019.72  (feet) ADJUSTED
 JZ1630  ______________________________________________________________________
 JZ1630  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 JZ1630  DYNAMIC HEIGHT  -        310.631 (meters)     1019.13  (feet) COMP
 JZ1630  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 JZ1630
 JZ1630  VERT ORDER      -  SECOND    CLASS 0
 JZ1630
 JZ1630.The horizontal coordinates were scaled from a map and have
 JZ1630.an estimated accuracy of +/- 6 seconds.
 JZ1630
 JZ1630.The orthometric height was determined by differential leveling and
 JZ1630.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1630.in June 1991.
 JZ1630
 JZ1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1630.GEOID18 height accuracy estimate available here.
 JZ1630
 JZ1630.Click photographs - Photos may exist for this station.
 JZ1630
 JZ1630.The dynamic height is computed by dividing the NAVD 88
 JZ1630.geopotential number by the normal gravity value computed on the
 JZ1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1630.degrees latitude (g = 980.6199 gals.).
 JZ1630
 JZ1630.The modeled gravity was interpolated from observed gravity values.
 JZ1630
 JZ1630;                    North         East    Units  Estimated Accuracy
 JZ1630;SPC IN E     -   500,930.      119,230.      MT  (+/- 180 meters Scaled)
 JZ1630
 JZ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK334023(NAD 83)
 JZ1630
 JZ1630                          SUPERSEDED SURVEY CONTROL
 JZ1630
 JZ1630  NGVD 29 (??/??/92)  310.940  (m)         1020.14   (f) ADJ UNCH    2 0
 JZ1630
 JZ1630.Superseded values are not recommended for survey control.
 JZ1630
 JZ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1630.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1630
 JZ1630_MARKER: DB = BENCH MARK DISK
 JZ1630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1630_SP_SET: CULVERT HEADWALL
 JZ1630_STAMPING: J 252 1947
 JZ1630_MARK LOGO: CGS
 JZ1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1630+STABILITY: SURFACE MOTION
 JZ1630
 JZ1630  HISTORY     - Date     Condition        Report By
 JZ1630  HISTORY     - 1947     MONUMENTED       CGS
 JZ1630
 JZ1630                          STATION DESCRIPTION
 JZ1630
 JZ1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1630'3 MI S FROM DUNREITH.
 JZ1630'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1630'OVER U.S. HIGHWAY 40 AT DUNREITH, ABOUT 0.15 MILE NORTH OF A
 JZ1630'CROSS ROAD, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JZ1630'HEADWALL OF A 5-FOOT CULVERT NUMBER 32, 18 FEET EAST OF THE
 JZ1630'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE HIGHWAY
 JZ1630'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1538 ***********************************************************************
 JZ1538  DESIGNATION -  J 253
 JZ1538  PID         -  JZ1538
 JZ1538  STATE/COUNTY-  IN/HENRY
 JZ1538  COUNTRY     -  US
 JZ1538  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1538
 JZ1538                         *CURRENT SURVEY CONTROL
 JZ1538  ______________________________________________________________________
 JZ1538* NAD 83(1986) POSITION- 39 53 17.     (N) 085 15 07.     (W)   SCALED
 JZ1538* NAVD 88 ORTHO HEIGHT -   336.865 (meters)     1105.20  (feet) ADJUSTED
 JZ1538  ______________________________________________________________________
 JZ1538  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 JZ1538  DYNAMIC HEIGHT  -        336.671 (meters)     1104.56  (feet) COMP
 JZ1538  MODELED GRAVITY -    980,039.4   (mgal)                       NAVD 88
 JZ1538
 JZ1538  VERT ORDER      -  SECOND    CLASS 0
 JZ1538
 JZ1538.The horizontal coordinates were scaled from a map and have
 JZ1538.an estimated accuracy of +/- 6 seconds.
 JZ1538
 JZ1538.The orthometric height was determined by differential leveling and
 JZ1538.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1538.in June 1991.
 JZ1538
 JZ1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1538.GEOID18 height accuracy estimate available here.
 JZ1538
 JZ1538.Click photographs - Photos may exist for this station.
 JZ1538
 JZ1538.The dynamic height is computed by dividing the NAVD 88
 JZ1538.geopotential number by the normal gravity value computed on the
 JZ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1538.degrees latitude (g = 980.6199 gals.).
 JZ1538
 JZ1538.The modeled gravity was interpolated from observed gravity values.
 JZ1538
 JZ1538;                    North         East    Units  Estimated Accuracy
 JZ1538;SPC IN E     -   515,170.      135,470.      MT  (+/- 180 meters Scaled)
 JZ1538
 JZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494167(NAD 83)
 JZ1538
 JZ1538                          SUPERSEDED SURVEY CONTROL
 JZ1538
 JZ1538  NGVD 29 (??/??/92)  336.994  (m)         1105.62   (f) ADJ UNCH    2 0
 JZ1538
 JZ1538.Superseded values are not recommended for survey control.
 JZ1538
 JZ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1538.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1538
 JZ1538_MARKER: DB = BENCH MARK DISK
 JZ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1538_STAMPING: J 253 1947
 JZ1538_MARK LOGO: CGS
 JZ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1538+STABILITY: SURFACE MOTION
 JZ1538
 JZ1538  HISTORY     - Date     Condition        Report By
 JZ1538  HISTORY     - 1947     MONUMENTED       CGS
 JZ1538
 JZ1538                          STATION DESCRIPTION
 JZ1538
 JZ1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1538'2.5 MI S FROM MILLVILLE.
 JZ1538'ABOUT 2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1538'AT MILLVILLE, IN THE NORTHEAST QUARTER OF AN EAST-WEST ROAD
 JZ1538'INTERSECTION, 47 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ1538'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST RAOD, 26
 JZ1538'FEET EAST OF A FENCE CORNER, 26.5 FEET EAST OF POWER LINE POLE
 JZ1538'NUMBER 531-849, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A
 JZ1538'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1538'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ1538'NOTE-- THIS MARK IS REACHED FROM THE NEW YORK, CHICAGO AND ST.
 JZ1538'LOUIS RAILROAD STATION AT NEW LISBON BY GOING EAST AND NORTH ALONG
 JZ1538'THE MILLVILLE ROAD FROM ABOUT 2.25 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1531 ***********************************************************************
 JZ1531  DESIGNATION -  J 254 RESET
 JZ1531  PID         -  JZ1531
 JZ1531  STATE/COUNTY-  IN/WAYNE
 JZ1531  COUNTRY     -  US
 JZ1531  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1531
 JZ1531                         *CURRENT SURVEY CONTROL
 JZ1531  ______________________________________________________________________
 JZ1531* NAD 83(1986) POSITION- 39 48 47.     (N) 085 09 16.     (W)   SCALED
 JZ1531* NAVD 88 ORTHO HEIGHT -   295.11  (meters)      968.2   (feet) RESET
 JZ1531  ______________________________________________________________________
 JZ1531  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 JZ1531  VERT ORDER      -  THIRD
 JZ1531
 JZ1531.The horizontal coordinates were scaled from a map and have
 JZ1531.an estimated accuracy of +/- 6 seconds.
 JZ1531
 JZ1531.The orthometric height was computed from unverified reset data.
 JZ1531
 JZ1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1531.GEOID18 height accuracy estimate available here.
 JZ1531
 JZ1531.Click photographs - Photos may exist for this station.
 JZ1531
 JZ1531;                    North         East    Units  Estimated Accuracy
 JZ1531;SPC IN E     -   506,890.      143,860.      MT  (+/- 180 meters Scaled)
 JZ1531
 JZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK579086(NAD 83)
 JZ1531
 JZ1531                          SUPERSEDED SURVEY CONTROL
 JZ1531
 JZ1531  NGVD 29 (??/??/??)  295.25   (m)          968.7    (f) RESET       3  
 JZ1531
 JZ1531.Superseded values are not recommended for survey control.
 JZ1531
 JZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1531.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1531
 JZ1531_MARKER: DB = BENCH MARK DISK
 JZ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1531_STAMPING: J 254 RESET 1955
 JZ1531_MARK LOGO: CGS
 JZ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1531+STABILITY: SURFACE MOTION
 JZ1531
 JZ1531  HISTORY     - Date     Condition        Report By
 JZ1531  HISTORY     - 1955     MONUMENTED       INHD
 JZ1531
 JZ1531                          STATION DESCRIPTION
 JZ1531
 JZ1531'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1955
 JZ1531'1 MI E FROM CAMBRIDGE CITY.
 JZ1531'1.05 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JZ1531'CAMBRIDGE CITY, WAYNE COUNTY, AT THE EAST CITY LIMITS, IN THE
 JZ1531'NORTHEAST QUARTER OF A ROAD INTERSECTION, 50 FEET NORTH OF THE
 JZ1531'CENTERLINE OF THE HIGHWAY AT SURVEY STATION 73+50, 50 FEET EAST
 JZ1531'OF THE CENTERLINE OF THE ROAD, 33 FEET EAST OF A FENCE CORNER,
 JZ1531'14 FEET WEST OF POWER POLE 569-366, 6 FEET SOUTH OF THE NORTH
 JZ1531'RIGHT-OF-WAY LINE, AND ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1579 ***********************************************************************
 JZ1579  DESIGNATION -  J 255
 JZ1579  PID         -  JZ1579
 JZ1579  STATE/COUNTY-  IN/WAYNE
 JZ1579  COUNTRY     -  US
 JZ1579  USGS QUAD   -  JACKSONBURG (2019)
 JZ1579
 JZ1579                         *CURRENT SURVEY CONTROL
 JZ1579  ______________________________________________________________________
 JZ1579* NAD 83(1986) POSITION- 39 48 52.9    (N) 085 04 40.3    (W)   HD_HELD2
 JZ1579* NAVD 88 ORTHO HEIGHT -   291.590 (meters)      956.66  (feet) ADJUSTED
 JZ1579  ______________________________________________________________________
 JZ1579  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ1579  DYNAMIC HEIGHT  -        291.421 (meters)      956.10  (feet) COMP
 JZ1579  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 JZ1579
 JZ1579  VERT ORDER      -  SECOND    CLASS 0
 JZ1579
 JZ1579.The horizontal coordinates were established by autonomous hand held GPS
 JZ1579.observations and have an estimated accuracy of +/- 10 meters.
 JZ1579
 JZ1579.The orthometric height was determined by differential leveling and
 JZ1579.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1579.in June 1991.
 JZ1579
 JZ1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1579.GEOID18 height accuracy estimate available here.
 JZ1579
 JZ1579.Click photographs - Photos may exist for this station.
 JZ1579
 JZ1579.The dynamic height is computed by dividing the NAVD 88
 JZ1579.geopotential number by the normal gravity value computed on the
 JZ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1579.degrees latitude (g = 980.6199 gals.).
 JZ1579
 JZ1579.The modeled gravity was interpolated from observed gravity values.
 JZ1579
 JZ1579;                    North         East    Units  Estimated Accuracy
 JZ1579;SPC IN E     -   507,109.      150,415.      MT  (+/- 10 meters HH2 GPS)
 JZ1579
 JZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6452108957(NAD 83)
 JZ1579
 JZ1579                          SUPERSEDED SURVEY CONTROL
 JZ1579
 JZ1579  NGVD 29 (??/??/92)  291.732  (m)          957.12   (f) ADJ UNCH    2 0
 JZ1579
 JZ1579.Superseded values are not recommended for survey control.
 JZ1579
 JZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1579.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1579
 JZ1579_MARKER: DB = BENCH MARK DISK
 JZ1579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1579_SP_SET: BRIDGE
 JZ1579_STAMPING: J 255 1947
 JZ1579_MARK LOGO: CGS
 JZ1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1579
 JZ1579  HISTORY     - Date     Condition        Report By
 JZ1579  HISTORY     - 1947     MONUMENTED       CGS
 JZ1579
 JZ1579                          STATION DESCRIPTION
 JZ1579
 JZ1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1579'1.6 MI E FROM PENNVILLE.
 JZ1579'ABOUT 1.65 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JZ1579'THE JACKSONBURG ROAD AT PENNVILLE, 0.65 MILE EAST OF THE
 JZ1579'PENNSYLVANIA RAILROAD OVERPASS, AT THE JUNCTION WITH A ROAD
 JZ1579'LEADING SOUTH, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JZ1579'15 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, IN THE TOP
 JZ1579'OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL OF A 25-FOOT
 JZ1579'CONCRETE BRIDGE UNDER THE SIDE ROAD, 1 FOOT EAST OF THE CONCRETE
 JZ1579'GUARD RAILING, ABOUT ONE-HALF FOOT ABOVE THE LEVEL OF THE
 JZ1579'BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1743 ***********************************************************************
 JZ1743  DESIGNATION -  J 257
 JZ1743  PID         -  JZ1743
 JZ1743  STATE/COUNTY-  IN/RUSH
 JZ1743  COUNTRY     -  US
 JZ1743  USGS QUAD   -  RUSHVILLE (2019)
 JZ1743
 JZ1743                         *CURRENT SURVEY CONTROL
 JZ1743  ______________________________________________________________________
 JZ1743* NAD 83(1986) POSITION- 39 33 56.     (N) 085 27 40.     (W)   SCALED
 JZ1743* NAVD 88 ORTHO HEIGHT -   298.279 (meters)      978.60  (feet) ADJUSTED
 JZ1743  ______________________________________________________________________
 JZ1743  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 JZ1743  DYNAMIC HEIGHT  -        298.099 (meters)      978.01  (feet) COMP
 JZ1743  MODELED GRAVITY -    980,016.4   (mgal)                       NAVD 88
 JZ1743
 JZ1743  VERT ORDER      -  SECOND    CLASS 0
 JZ1743
 JZ1743.The horizontal coordinates were scaled from a map and have
 JZ1743.an estimated accuracy of +/- 6 seconds.
 JZ1743
 JZ1743.The orthometric height was determined by differential leveling and
 JZ1743.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1743.in June 1991.
 JZ1743
 JZ1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1743.GEOID18 height accuracy estimate available here.
 JZ1743
 JZ1743.Click photographs - Photos may exist for this station.
 JZ1743
 JZ1743.The dynamic height is computed by dividing the NAVD 88
 JZ1743.geopotential number by the normal gravity value computed on the
 JZ1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1743.degrees latitude (g = 980.6199 gals.).
 JZ1743
 JZ1743.The modeled gravity was interpolated from observed gravity values.
 JZ1743
 JZ1743;                    North         East    Units  Estimated Accuracy
 JZ1743;SPC IN E     -   479,300.      117,660.      MT  (+/- 180 meters Scaled)
 JZ1743
 JZ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321806(NAD 83)
 JZ1743
 JZ1743                          SUPERSEDED SURVEY CONTROL
 JZ1743
 JZ1743  NGVD 29 (??/??/92)  298.407  (m)          979.02   (f) ADJ UNCH    2 0
 JZ1743
 JZ1743.Superseded values are not recommended for survey control.
 JZ1743
 JZ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1743.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1743
 JZ1743_MARKER: DB = BENCH MARK DISK
 JZ1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1743_STAMPING: J 257 1947
 JZ1743_MARK LOGO: CGS
 JZ1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1743+STABILITY: SURFACE MOTION
 JZ1743
 JZ1743  HISTORY     - Date     Condition        Report By
 JZ1743  HISTORY     - 1947     MONUMENTED       CGS
 JZ1743
 JZ1743                          STATION DESCRIPTION
 JZ1743
 JZ1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1743'3.4 MI S FROM RUSHVILLE.
 JZ1743'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1743'AT RUSHVILLE, ABOUT 0.3 MILE NORTH OF THE INTERSECTION OF AN
 JZ1743'EAST-WEST GRAVEL ROAD, AT A DRIVE WAY LEADING TO A FARM HOUSE
 JZ1743'ABOUT 150 YARDS EAST OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 JZ1743'LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 JZ1743'10.5 FEET NORTH OF A FENCE CORNER POST, 6 FEET SOUTH OF A POWER
 JZ1743'POLE WITH A TRANSFORMER, ABOUT IN LINE WITH THE ROW OF POLES,
 JZ1743'1 FOOT WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 JZ1743'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 JZ1743'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1943 ***********************************************************************
 JZ1943  DESIGNATION -  J 258
 JZ1943  PID         -  JZ1943
 JZ1943  STATE/COUNTY-  IN/DECATUR
 JZ1943  COUNTRY     -  US
 JZ1943  USGS QUAD   -  MILROY (2019)
 JZ1943
 JZ1943                         *CURRENT SURVEY CONTROL
 JZ1943  ______________________________________________________________________
 JZ1943* NAD 83(1986) POSITION- 39 25 56.     (N) 085 24 36.     (W)   SCALED
 JZ1943* NAVD 88 ORTHO HEIGHT -   295.266 (meters)      968.72  (feet) ADJUSTED
 JZ1943  ______________________________________________________________________
 JZ1943  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 JZ1943  DYNAMIC HEIGHT  -        295.084 (meters)      968.12  (feet) COMP
 JZ1943  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 JZ1943
 JZ1943  VERT ORDER      -  SECOND    CLASS 0
 JZ1943
 JZ1943.The horizontal coordinates were scaled from a map and have
 JZ1943.an estimated accuracy of +/- 6 seconds.
 JZ1943
 JZ1943.The orthometric height was determined by differential leveling and
 JZ1943.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1943.in June 1991.
 JZ1943
 JZ1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1943.GEOID18 height accuracy estimate available here.
 JZ1943
 JZ1943.Click photographs - Photos may exist for this station.
 JZ1943
 JZ1943.The dynamic height is computed by dividing the NAVD 88
 JZ1943.geopotential number by the normal gravity value computed on the
 JZ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1943.degrees latitude (g = 980.6199 gals.).
 JZ1943
 JZ1943.The modeled gravity was interpolated from observed gravity values.
 JZ1943
 JZ1943;                    North         East    Units  Estimated Accuracy
 JZ1943;SPC IN E     -   464,510.      122,100.      MT  (+/- 180 meters Scaled)
 JZ1943
 JZ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ368659(NAD 83)
 JZ1943
 JZ1943                          SUPERSEDED SURVEY CONTROL
 JZ1943
 JZ1943  NGVD 29 (??/??/92)  295.399  (m)          969.15   (f) ADJ UNCH    2 0
 JZ1943
 JZ1943.Superseded values are not recommended for survey control.
 JZ1943
 JZ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1943.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1943
 JZ1943_MARKER: DB = BENCH MARK DISK
 JZ1943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1943_SP_SET: BRIDGE
 JZ1943_STAMPING: J 258 1947
 JZ1943_MARK LOGO: CGS
 JZ1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1943
 JZ1943  HISTORY     - Date     Condition        Report By
 JZ1943  HISTORY     - 1947     MONUMENTED       CGS
 JZ1943
 JZ1943                          STATION DESCRIPTION
 JZ1943
 JZ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1943'0.4 MI W FROM SPRINGHILL.
 JZ1943'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE PRESBYTERIAN
 JZ1943'CHURCH AT SPRINGHILL, ABOUT 70 YARDS EAST OF A 68-FOOT STEEL
 JZ1943'BRIDGE OVER THE MIDDLE FORK OF CLIFTY CREEK, SET IN THE TOP
 JZ1943'OF THE NORTHWEST CONCRETE WING WALL OF A 12-FOOT CONCRETE BRIDGE,
 JZ1943'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST
 JZ1943'OF THE WEST END OF THE NORTH CONCRETE BRIDGE RAILING AND ABOUT
 JZ1943'1 FOOT BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1977 ***********************************************************************
 JZ1977  DESIGNATION -  J 259
 JZ1977  PID         -  JZ1977
 JZ1977  STATE/COUNTY-  IN/DECATUR
 JZ1977  COUNTRY     -  US
 JZ1977  USGS QUAD   -  CLARKSBURG (2019)
 JZ1977
 JZ1977                         *CURRENT SURVEY CONTROL
 JZ1977  ______________________________________________________________________
 JZ1977* NAD 83(1986) POSITION- 39 22 50.3    (N) 085 20 18.8    (W)   HD_HELD2
 JZ1977* NAVD 88 ORTHO HEIGHT -   315.841 (meters)     1036.22  (feet) ADJUSTED
 JZ1977  ______________________________________________________________________
 JZ1977  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ1977  DYNAMIC HEIGHT  -        315.645 (meters)     1035.58  (feet) COMP
 JZ1977  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JZ1977
 JZ1977  VERT ORDER      -  SECOND    CLASS 0
 JZ1977
 JZ1977.The horizontal coordinates were established by autonomous hand held GPS
 JZ1977.observations and have an estimated accuracy of +/- 10 meters.
 JZ1977
 JZ1977.The orthometric height was determined by differential leveling and
 JZ1977.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1977.in June 1991.
 JZ1977
 JZ1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1977.GEOID18 height accuracy estimate available here.
 JZ1977
 JZ1977.Click photographs - Photos may exist for this station.
 JZ1977
 JZ1977.The dynamic height is computed by dividing the NAVD 88
 JZ1977.geopotential number by the normal gravity value computed on the
 JZ1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1977.degrees latitude (g = 980.6199 gals.).
 JZ1977
 JZ1977.The modeled gravity was interpolated from observed gravity values.
 JZ1977
 JZ1977;                    North         East    Units  Estimated Accuracy
 JZ1977;SPC IN E     -   458,804.      128,269.      MT  (+/- 10 meters HH2 GPS)
 JZ1977
 JZ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4309760334(NAD 83)
 JZ1977
 JZ1977                          SUPERSEDED SURVEY CONTROL
 JZ1977
 JZ1977  NGVD 29 (??/??/92)  315.973  (m)         1036.65   (f) ADJ UNCH    2 0
 JZ1977
 JZ1977.Superseded values are not recommended for survey control.
 JZ1977
 JZ1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1977.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1977
 JZ1977_MARKER: DB = BENCH MARK DISK
 JZ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1977_STAMPING: J 259 1947
 JZ1977_MARK LOGO: CGS
 JZ1977_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1977+STABILITY: SURFACE MOTION
 JZ1977
 JZ1977  HISTORY     - Date     Condition        Report By
 JZ1977  HISTORY     - 1947     MONUMENTED       CGS
 JZ1977
 JZ1977                          STATION DESCRIPTION
 JZ1977
 JZ1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1977'1.2 MI N FROM ST MAURICE.
 JZ1977'ABOUT 1.15 MILES NORTH ALONG THE CLARKSBURG FROM THE GENERAL
 JZ1977'STORE AT ST. MAURICE, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION
 JZ1977'OF AN EAST-WEST GRAVEL ROAD, 104 FEET EAST OF THE NORTHEAST
 JZ1977'CORNER OF A LARGE BARN, 119 FEET NORTHEAST OF THE SOUTHEAST
 JZ1977'CORNER OF THE BARN, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ1977'29 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO THE BARN
 JZ1977'YARD, AT THE NORTH END OF A CURVE IN THE ROAD WITH TANGENTS
 JZ1977'NORTH AND SOUTHEAST, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH
 JZ1977'OF A WHITE WOODEN WITNESS POST, 1/2-FOOT ABOVE THE ROAD AND SET
 JZ1977'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0078 ***********************************************************************
 LB0078  DESIGNATION -  J 26
 LB0078  PID         -  LB0078
 LB0078  STATE/COUNTY-  IN/CASS
 LB0078  COUNTRY     -  US
 LB0078  USGS QUAD   -  GALVESTON (2019)
 LB0078
 LB0078                         *CURRENT SURVEY CONTROL
 LB0078  ______________________________________________________________________
 LB0078* NAD 83(1986) POSITION- 40 36 54.     (N) 086 12 37.     (W)   SCALED
 LB0078* NAVD 88 ORTHO HEIGHT -   240.165 (meters)      787.94  (feet) ADJUSTED
 LB0078  ______________________________________________________________________
 LB0078  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 LB0078  DYNAMIC HEIGHT  -        240.045 (meters)      787.55  (feet) COMP
 LB0078  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 LB0078
 LB0078  VERT ORDER      -  SECOND    CLASS 0
 LB0078
 LB0078.The horizontal coordinates were scaled from a map and have
 LB0078.an estimated accuracy of +/- 6 seconds.
 LB0078
 LB0078.The orthometric height was determined by differential leveling and
 LB0078.adjusted by the NATIONAL GEODETIC SURVEY
 LB0078.in June 1991.
 LB0078
 LB0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0078.GEOID18 height accuracy estimate available here.
 LB0078
 LB0078.Click photographs - Photos may exist for this station.
 LB0078
 LB0078.The dynamic height is computed by dividing the NAVD 88
 LB0078.geopotential number by the normal gravity value computed on the
 LB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0078.degrees latitude (g = 980.6199 gals.).
 LB0078
 LB0078.The modeled gravity was interpolated from observed gravity values.
 LB0078
 LB0078;                    North         East    Units  Estimated Accuracy
 LB0078;SPC IN E     -   595,950.       54,000.      MT  (+/- 180 meters Scaled)
 LB0078
 LB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK668963(NAD 83)
 LB0078
 LB0078                          SUPERSEDED SURVEY CONTROL
 LB0078
 LB0078  NGVD 29 (??/??/92)  240.284  (m)          788.33   (f) ADJ UNCH    2 0
 LB0078
 LB0078.Superseded values are not recommended for survey control.
 LB0078
 LB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0078.See file dsdata.pdf to determine how the superseded data were derived.
 LB0078
 LB0078_MARKER: DB = BENCH MARK DISK
 LB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0078_STAMPING: J 26 1934
 LB0078_MARK LOGO: CGS
 LB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0078+STABILITY: SURFACE MOTION
 LB0078
 LB0078  HISTORY     - Date     Condition        Report By
 LB0078  HISTORY     - 1934     MONUMENTED       CGS
 LB0078  HISTORY     - 1951     POOR             CGS
 LB0078
 LB0078                          STATION DESCRIPTION
 LB0078
 LB0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LB0078'3.4 MI SE FROM WALTON.
 LB0078'3.4 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0078'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0078'8 RAILS SOUTHEAST OF THE CONCRETE FOUNDATION OF THE FORMER
 LB0078'RAILROAD STATION AT LINCOLN, 100 YARDS NORTHWEST OF THE LINCOLN
 LB0078'GRAIN ELEVATOR, IN THE SOUTH ANGLE OF A GRAVEL-ROAD CROSSING,
 LB0078'7 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, 7 YARDS SOUTHEAST OF
 LB0078'THE CENTERLINE OF THE ROAD, 1-1/2 YARDS SOUTHEAST OF A POWER POLE,
 LB0078'AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LB0078'DISK, STAMPED J 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0078'PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THE TOP OF THE CONCRETE
 LB0078'POST HAS BEGUN TO CRUMBLE AWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1964 ***********************************************************************
 JZ1964  DESIGNATION -  J 260
 JZ1964  PID         -  JZ1964
 JZ1964  STATE/COUNTY-  IN/FRANKLIN
 JZ1964  COUNTRY     -  US
 JZ1964  USGS QUAD   -  CLARKSBURG (2019)
 JZ1964
 JZ1964                         *CURRENT SURVEY CONTROL
 JZ1964  ______________________________________________________________________
 JZ1964* NAD 83(1986) POSITION- 39 24 03.     (N) 085 16 07.     (W)   SCALED
 JZ1964* NAVD 88 ORTHO HEIGHT -   272.025 (meters)      892.47  (feet) ADJUSTED
 JZ1964  ______________________________________________________________________
 JZ1964  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 JZ1964  DYNAMIC HEIGHT  -        271.858 (meters)      891.92  (feet) COMP
 JZ1964  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JZ1964
 JZ1964  VERT ORDER      -  SECOND    CLASS 0
 JZ1964
 JZ1964.The horizontal coordinates were scaled from a map and have
 JZ1964.an estimated accuracy of +/- 6 seconds.
 JZ1964
 JZ1964.The orthometric height was determined by differential leveling and
 JZ1964.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1964.in June 1991.
 JZ1964
 JZ1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1964.GEOID18 height accuracy estimate available here.
 JZ1964
 JZ1964.Click photographs - Photos may exist for this station.
 JZ1964
 JZ1964.The dynamic height is computed by dividing the NAVD 88
 JZ1964.geopotential number by the normal gravity value computed on the
 JZ1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1964.degrees latitude (g = 980.6199 gals.).
 JZ1964
 JZ1964.The modeled gravity was interpolated from observed gravity values.
 JZ1964
 JZ1964;                    North         East    Units  Estimated Accuracy
 JZ1964;SPC IN E     -   461,070.      134,290.      MT  (+/- 180 meters Scaled)
 JZ1964
 JZ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ490626(NAD 83)
 JZ1964
 JZ1964                          SUPERSEDED SURVEY CONTROL
 JZ1964
 JZ1964  NGVD 29 (??/??/92)  272.168  (m)          892.94   (f) ADJ UNCH    2 0
 JZ1964
 JZ1964.Superseded values are not recommended for survey control.
 JZ1964
 JZ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1964.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1964
 JZ1964_MARKER: DB = BENCH MARK DISK
 JZ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1964_STAMPING: J 260 1947
 JZ1964_MARK LOGO: CGS
 JZ1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1964+STABILITY: SURFACE MOTION
 JZ1964
 JZ1964  HISTORY     - Date     Condition        Report By
 JZ1964  HISTORY     - 1947     MONUMENTED       CGS
 JZ1964
 JZ1964                          STATION DESCRIPTION
 JZ1964
 JZ1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1964'2.8 MI SE FROM BUENA VISTA.
 JZ1964'ABOUT 2.85 MILES SOUTHEAST ALONG THE HAMBURG ROAD FROM THE
 JZ1964'CROSSROADS AT BUENA VISTA, ABOUT 2.15 MILES NORTHWEST OF THE
 JZ1964'CATHOLIC CHURCH AT HAMBURG, ABOUT 0.2 MILE NORTH OF A BRIDGE
 JZ1964'(NOW ABANDONED) OVER BUTTS FORK, AT THE CHARLES PETERS FARM, 19.5
 JZ1964'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE
 JZ1964'DRIVE WEST TO THE FARM, 13 FEET NORTHEAST OF A TRIANGULAR
 JZ1964'BLAZED 12-INCH OAK TREE, 5.5 FEET SOUTH OF A FENCE CORNER POST,
 JZ1964'1 FOOT EAST OF THE FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN
 JZ1964'WITNESS POST, 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ1964'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2047 ***********************************************************************
 JZ2047  DESIGNATION -  J 262
 JZ2047  PID         -  JZ2047
 JZ2047  STATE/COUNTY-  IN/FRANKLIN
 JZ2047  COUNTRY     -  US
 JZ2047  USGS QUAD   -  BROOKVILLE (2019)
 JZ2047
 JZ2047                         *CURRENT SURVEY CONTROL
 JZ2047  ______________________________________________________________________
 JZ2047* NAD 83(1986) POSITION- 39 27 03.     (N) 085 07 03.     (W)   SCALED
 JZ2047* NAVD 88 ORTHO HEIGHT -   202.438 (meters)      664.17  (feet) ADJUSTED
 JZ2047  ______________________________________________________________________
 JZ2047  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 JZ2047  DYNAMIC HEIGHT  -        202.315 (meters)      663.76  (feet) COMP
 JZ2047  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 JZ2047
 JZ2047  VERT ORDER      -  SECOND    CLASS 0
 JZ2047
 JZ2047.The horizontal coordinates were scaled from a map and have
 JZ2047.an estimated accuracy of +/- 6 seconds.
 JZ2047
 JZ2047.The orthometric height was determined by differential leveling and
 JZ2047.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2047.in June 1991.
 JZ2047
 JZ2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2047.GEOID18 height accuracy estimate available here.
 JZ2047
 JZ2047.Click photographs - Photos may exist for this station.
 JZ2047
 JZ2047.The dynamic height is computed by dividing the NAVD 88
 JZ2047.geopotential number by the normal gravity value computed on the
 JZ2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2047.degrees latitude (g = 980.6199 gals.).
 JZ2047
 JZ2047.The modeled gravity was interpolated from observed gravity values.
 JZ2047
 JZ2047;                    North         East    Units  Estimated Accuracy
 JZ2047;SPC IN E     -   466,690.      147,270.      MT  (+/- 180 meters Scaled)
 JZ2047
 JZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ619684(NAD 83)
 JZ2047
 JZ2047                          SUPERSEDED SURVEY CONTROL
 JZ2047
 JZ2047  NGVD 29 (??/??/92)  202.604  (m)          664.71   (f) ADJ UNCH    2 0
 JZ2047
 JZ2047.Superseded values are not recommended for survey control.
 JZ2047
 JZ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2047.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2047
 JZ2047_MARKER: DB = BENCH MARK DISK
 JZ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2047_STAMPING: J 262 1947
 JZ2047_MARK LOGO: CGS
 JZ2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2047+STABILITY: SURFACE MOTION
 JZ2047
 JZ2047  HISTORY     - Date     Condition        Report By
 JZ2047  HISTORY     - 1947     MONUMENTED       CGS
 JZ2047
 JZ2047                          STATION DESCRIPTION
 JZ2047
 JZ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2047'1.4 MI SE FROM METAMORA.
 JZ2047'ABOUT 1.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2047'AT METAMORA, AT THE WEST END OF THE METAMORA ROADSIDE REST PARK,
 JZ2047'AT THE JUNCTION OF THE WEST DRIVE INTO THE PARK, ABOUT 0.1 MILE
 JZ2047'WEST OF THE WATER PUMP, 85 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 JZ2047'FROM A SMALL UNPAINTED HOUSE, ABOUT 25 FEET NORTH OF THE NORTH
 JZ2047'EDGE OF A CREEK BED, 41.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2047'HIGHWAY, 7.5 FEET WEST-SOUTHWEST OF A 16-INCH MAPLE TREE,
 JZ2047'2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2047'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1782 ***********************************************************************
 JZ1782  DESIGNATION -  J 263
 JZ1782  PID         -  JZ1782
 JZ1782  STATE/COUNTY-  IN/FAYETTE
 JZ1782  COUNTRY     -  US
 JZ1782  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1782
 JZ1782                         *CURRENT SURVEY CONTROL
 JZ1782  ______________________________________________________________________
 JZ1782* NAD 83(2011) POSITION- 39 38 15.00253(N) 085 03 14.02500(W)   ADJUSTED
 JZ1782* NAD 83(2011) ELLIP HT-   274.715 (meters)        (06/27/12)   ADJUSTED
 JZ1782* NAD 83(2011) EPOCH   -  2010.00
 JZ1782* NAVD 88 ORTHO HEIGHT -   308.647 (meters)     1012.62  (feet) ADJUSTED
 JZ1782  ______________________________________________________________________
 JZ1782  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 JZ1782  NAD 83(2011) X  -    424,082.928 (meters)                     COMP
 JZ1782  NAD 83(2011) Y  - -4,900,376.800 (meters)                     COMP
 JZ1782  NAD 83(2011) Z  -  4,047,246.882 (meters)                     COMP
 JZ1782  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 JZ1782  DYNAMIC HEIGHT  -        308.464 (meters)     1012.02  (feet) COMP
 JZ1782  MODELED GRAVITY -    980,024.7   (mgal)                       NAVD 88
 JZ1782
 JZ1782  VERT ORDER      -  SECOND    CLASS 0
 JZ1782
 JZ1782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1782  Standards:
 JZ1782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1782  -------------------------------------------------------------------
 JZ1782  NETWORK    0.57   1.47           0.27   0.18   0.75     -0.03411948
 JZ1782  -------------------------------------------------------------------
 JZ1782  Click here for local accuracies and other accuracy information.
 JZ1782
 JZ1782.The horizontal coordinates were established by GPS observations
 JZ1782.and adjusted by the National Geodetic Survey in June 2012.
 JZ1782
 JZ1782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1782.been affixed to the stable North American tectonic plate. See 
 JZ1782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1782
 JZ1782.The horizontal coordinates are valid at the epoch date displayed above
 JZ1782.which is a decimal equivalence of Year/Month/Day.
 JZ1782
 JZ1782.The orthometric height was determined by differential leveling and
 JZ1782.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1782.in June 1991.
 JZ1782
 JZ1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1782.GEOID18 height accuracy estimate available here.
 JZ1782
 JZ1782.Click photographs - Photos may exist for this station.
 JZ1782
 JZ1782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1782
 JZ1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1782
 JZ1782.The ellipsoidal height was determined by GPS observations
 JZ1782.and is referenced to NAD 83.
 JZ1782
 JZ1782.The dynamic height is computed by dividing the NAVD 88
 JZ1782.geopotential number by the normal gravity value computed on the
 JZ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1782.degrees latitude (g = 980.6199 gals.).
 JZ1782
 JZ1782.The modeled gravity was interpolated from observed gravity values.
 JZ1782
 JZ1782. The following values were computed from the NAD 83(2011) position.
 JZ1782
 JZ1782;                    North         East     Units Scale Factor Converg.
 JZ1782;SPC IN E     -   487,449.704   152,600.946   MT  1.00000072   +0 23 27.3
 JZ1782;SPC IN E     - 1,599,241.24    500,658.27   sFT  1.00000072   +0 23 27.3
 JZ1782;UTM  16      - 4,389,334.250   666,999.990   MT  0.99994337   +1 14 30.3
 JZ1782
 JZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1782!SPC IN E     -   0.99995690  x   1.00000072  =   0.99995762
 JZ1782!UTM  16      -   0.99995690  x   0.99994337  =   0.99990028
 JZ1782
 JZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6699989334(NAD 83)
 JZ1782
 JZ1782                          SUPERSEDED SURVEY CONTROL
 JZ1782
 JZ1782  NAD 83(2007)-  39 38 15.00262(N)    085 03 14.02585(W) AD(2002.00) 0
 JZ1782  ELLIP H (02/10/07)  274.736  (m)                       GP(2002.00)    
 JZ1782  NAD 83(1997)-  39 38 15.00286(N)    085 03 14.02554(W) AD(       ) B
 JZ1782  ELLIP H (04/10/98)  274.779  (m)                       GP(       ) 4 1
 JZ1782  NAVD 88             308.65   (m)         1012.6    (f) LEVELING    3  
 JZ1782  NGVD 29 (??/??/92)  308.794  (m)         1013.10   (f) ADJ UNCH    2 0
 JZ1782
 JZ1782.Superseded values are not recommended for survey control.
 JZ1782
 JZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1782.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1782
 JZ1782_MARKER: DB = BENCH MARK DISK
 JZ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1782_STAMPING: J 263 1947
 JZ1782_MARK LOGO: CGS
 JZ1782_PROJECTION: FLUSH
 JZ1782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1782+STABILITY: SURFACE MOTION
 JZ1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1782+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1998
 JZ1782
 JZ1782  HISTORY     - Date     Condition        Report By
 JZ1782  HISTORY     - 1947     MONUMENTED       CGS
 JZ1782  HISTORY     - 19970821 GOOD             SEC
 JZ1782  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1782  HISTORY     - 20030508 MARK NOT FOUND   GEOCAC
 JZ1782
 JZ1782                          STATION DESCRIPTION
 JZ1782
 JZ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1782'0.9 MI S FROM LYONSVILLE.
 JZ1782'ABOUT 0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE ST. PAUL
 JZ1782'LUTHERAN CHURCH AT LYONSVILLE, ABOUT 0.15 MILE NORTH OF THE
 JZ1782'INTERSECTION OF STATE HIGHWAY 44, AT THE SOUTHEAST CORNER OF THE
 JZ1782'YARD AT A SMALL WHITE FARM HOUSE ON THE WEST SIDE OF THE ROAD,
 JZ1782'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST AND
 JZ1782'ACROSS THE ROAD FROM TELEPHONE POLE NO. 122, 30 FEET SOUTH OF A
 JZ1782'POWER POLE WITH A TRANSFORMER, IN LINE WITH THE ROW OF POWER POLES,
 JZ1782'10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME GARAGE,
 JZ1782'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1782'POST PROJECTING 4 INCHES.
 JZ1782
 JZ1782                          STATION RECOVERY (1997)
 JZ1782
 JZ1782'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1782'THE STATION IS 4 MILES (6.4 KM) EAST OF CONNERSVILLE.  TO REACH THE
 JZ1782'STATION FROM THE INTERSECTION OF STATE HIGHWAY 1 (EASTON AVENUE) AND
 JZ1782'STATE HIGHWAY 44 (EAST 5TH STREET) IN CONNERSVILLE, GO EAST ON STATE
 JZ1782'HIGHWAY 44 FOR 4.7 MILES (7.6 KM) TO A CROSS ROAD (COUNTY ROAD 450
 JZ1782'EAST), TURN LEFT AND GO NORTH ALONG COUNTY ROAD 450 EAST FOR 0.15
 JZ1782'MILES (0.24 KM) TO THE STATION ON LEFT.  STATION IS IN THE
 JZ1782'RIGHT-OF-WAY OF COUNTY ROAD 450 EAST, COUNTY ROAD SUPERINTENDENT
 JZ1782'HOWARD PRICE, 1931 SOUTH STATE ROAD 121, CONNERSVILLE IN 47331, PHONE
 JZ1782'765-825-5581.  THE STATION IS SET IN A SQUARE CONCRETE MONUMENT
 JZ1782'PROJECTING 10 CM ABOVE GRADE AND ABOUT LEVEL WITH THE CENTER OF THE
 JZ1782'ROAD.  IT IS 29.44 METERS (96.59 FT) NORTHWEST OF THE EAST END OF
 JZ1782'CULVERT UNDER COUNTY ROAD 450 EAST, 8.6 METERS (28.2 FT) SOUTH OF
 JZ1782'POWER POLE NUMBER 565-567, 6.25 METERS (20.51 FT) WEST OF CENTERLINE
 JZ1782'OF COUNTY ROAD 450 EAST AND 3.05 METERS (10.01 FT) SOUTHEAST OF THE
 JZ1782'SOUTHEAST CORNER OF A FRAME SHED.
 JZ1782
 JZ1782                          STATION RECOVERY (1998)
 JZ1782
 JZ1782'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 JZ1782'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (TEM).   NOTE--THE DISK IS
 JZ1782'BROKEN IN HALF, HOWEVER THE BENCHMARK STAMPING IS STILL INTACT.
 JZ1782
 JZ1782                          STATION RECOVERY (2003)
 JZ1782
 JZ1782'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1782'THE DISK IS NO LONGER THERE.  THE CONCRETE MONUMENT AND STEEL MOUNTING
 JZ1782'POST REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1825 ***********************************************************************
 JZ1825  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1825  DESIGNATION -  J 264
 JZ1825  PID         -  JZ1825
 JZ1825  STATE/COUNTY-  IN/RIPLEY
 JZ1825  COUNTRY     -  US
 JZ1825  USGS QUAD   -  BATESVILLE (2019)
 JZ1825
 JZ1825                         *CURRENT SURVEY CONTROL
 JZ1825  ______________________________________________________________________
 JZ1825* NAD 83(2011) POSITION- 39 17 38.82995(N) 085 12 11.68739(W)   ADJUSTED
 JZ1825* NAD 83(2011) ELLIP HT-   264.839 (meters)        (06/27/12)   ADJUSTED
 JZ1825* NAD 83(2011) EPOCH   -  2010.00
 JZ1825* NAVD 88 ORTHO HEIGHT -   298.969 (meters)      980.87  (feet) ADJUSTED
 JZ1825  ______________________________________________________________________
 JZ1825  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ1825  NAD 83(2011) X  -    413,333.648 (meters)                     COMP
 JZ1825  NAD 83(2011) Y  - -4,925,606.206 (meters)                     COMP
 JZ1825  NAD 83(2011) Z  -  4,017,807.755 (meters)                     COMP
 JZ1825  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 JZ1825  DYNAMIC HEIGHT  -        298.781 (meters)      980.25  (feet) COMP
 JZ1825  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 JZ1825
 JZ1825  VERT ORDER      -  FIRST     CLASS II
 JZ1825
 JZ1825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1825  Standards:
 JZ1825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1825  -------------------------------------------------------------------
 JZ1825  NETWORK    0.50   1.29           0.23   0.17   0.66     -0.09150954
 JZ1825  -------------------------------------------------------------------
 JZ1825  Click here for local accuracies and other accuracy information.
 JZ1825
 JZ1825.The horizontal coordinates were established by GPS observations
 JZ1825.and adjusted by the National Geodetic Survey in June 2012.
 JZ1825
 JZ1825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1825.been affixed to the stable North American tectonic plate. See 
 JZ1825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1825
 JZ1825.The horizontal coordinates are valid at the epoch date displayed above
 JZ1825.which is a decimal equivalence of Year/Month/Day.
 JZ1825
 JZ1825.The orthometric height was determined by differential leveling and
 JZ1825.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1825.in June 1991.
 JZ1825
 JZ1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1825.GEOID18 height accuracy estimate available here.
 JZ1825
 JZ1825.Click photographs - Photos may exist for this station.
 JZ1825
 JZ1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1825
 JZ1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1825
 JZ1825.The ellipsoidal height was determined by GPS observations
 JZ1825.and is referenced to NAD 83.
 JZ1825
 JZ1825.The dynamic height is computed by dividing the NAVD 88
 JZ1825.geopotential number by the normal gravity value computed on the
 JZ1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1825.degrees latitude (g = 980.6199 gals.).
 JZ1825
 JZ1825.The modeled gravity was interpolated from observed gravity values.
 JZ1825
 JZ1825. The following values were computed from the NAD 83(2011) position.
 JZ1825
 JZ1825;                    North         East     Units Scale Factor Converg.
 JZ1825;SPC IN E     -   449,250.226   139,976.447   MT  0.99998634   +0 17 36.6
 JZ1825;SPC IN E     - 1,473,915.12    459,239.39   sFT  0.99998634   +0 17 36.6
 JZ1825;UTM  16      - 4,350,955.011   654,942.937   MT  0.99989560   +1 08 17.2
 JZ1825
 JZ1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1825!SPC IN E     -   0.99995845  x   0.99998634  =   0.99994479
 JZ1825!UTM  16      -   0.99995845  x   0.99989560  =   0.99985406
 JZ1825
 JZ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5494250955(NAD 83)
 JZ1825
 JZ1825                          SUPERSEDED SURVEY CONTROL
 JZ1825
 JZ1825  NAD 83(2007)-  39 17 38.83005(N)    085 12 11.68824(W) AD(2002.00) 0
 JZ1825  ELLIP H (02/10/07)  264.861  (m)                       GP(2002.00)    
 JZ1825  NAD 83(1997)-  39 17 38.83030(N)    085 12 11.68804(W) AD(       ) B
 JZ1825  ELLIP H (04/10/98)  264.900  (m)                       GP(       ) 4 1
 JZ1825  NAVD 88             298.97   (m)          980.9    (f) LEVELING    3  
 JZ1825  NGVD 29 (??/??/92)  299.112  (m)          981.34   (f) ADJ UNCH    1 2
 JZ1825
 JZ1825.Superseded values are not recommended for survey control.
 JZ1825
 JZ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1825.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1825
 JZ1825_MARKER: DB = BENCH MARK DISK
 JZ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1825_STAMPING: J 264 1947
 JZ1825_MARK LOGO: CGS
 JZ1825_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1825+STABILITY: SURFACE MOTION
 JZ1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1825+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 JZ1825
 JZ1825  HISTORY     - Date     Condition        Report By
 JZ1825  HISTORY     - 1947     MONUMENTED       CGS
 JZ1825  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1825  HISTORY     - 19920329 GOOD             LOCENG
 JZ1825  HISTORY     - 19970821 GOOD             SEC
 JZ1825  HISTORY     - 19980720 GOOD             WOOLPT
 JZ1825  HISTORY     - 20030829 GOOD             INDIV
 JZ1825  HISTORY     - 20110319 GOOD             INDIV
 JZ1825  HISTORY     - 20221220 GOOD             INDOT
 JZ1825
 JZ1825                          STATION DESCRIPTION
 JZ1825
 JZ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1825'1.5 MI NE FROM BATESVILLE.
 JZ1825'ABOUT 1.5 MILES NORTHEAST OF BATESVILLE, AT THE SOUTHWEST CORNER
 JZ1825'OF THE BATESVILLE AIRPORT, ABOUT 0.35 MILE WEST OF THE OFFICE
 JZ1825'BUILDING, 29 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVEL
 JZ1825'ROAD RUNNING ALONG THE SOUTH SIDE OF THE FIELD, 15.5 FEET NORTH
 JZ1825'OF A FENCE CORNER, 2 FEET EAST OF THE WEST AIRPORT BOUNDARY
 JZ1825'FENCE LINE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET
 JZ1825'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1825'6 INCHES.
 JZ1825
 JZ1825                          STATION RECOVERY (1986)
 JZ1825
 JZ1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1825'THE AIRPORT IS NOW A CULTIVATED FIELD.
 JZ1825
 JZ1825                          STATION RECOVERY (1992)
 JZ1825
 JZ1825'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ1825'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS SOUTHEAST OF BATESVILLE
 JZ1825'NOT NORTHEAST.
 JZ1825
 JZ1825                          STATION RECOVERY (1997)
 JZ1825
 JZ1825'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1825'THE STATION IS LOCATED 3.5 MILES (5.6 KM) NORTH OF BALLSTOWN, 3 MILES
 JZ1825'(4.8 KM) SOUTH OF OLDENBURG AND 2 MILES (3.2 KM) SOUTH OF INTERSTATE
 JZ1825'HIGHWAY 74 IN BATESVILLE.  TO REACH THE STATION FROM THE INTERCHANGE
 JZ1825'OF INTERSTATE HIGHWAY 74 AND STATE HIGHWAY 229, GO SOUTH ON STATE
 JZ1825'HIGHWAY 229 FOR 0.17 MILES (0.27 KM) TO THE INTERSECTION WITH STATE
 JZ1825'HIGHWAY 46, TURN LEFT AND GO SOUTHEASTERLY ON STATE HIGHWAY 46 FOR 0.9
 JZ1825'MILES (1.4 KM) TO A CROSS ROAD (LAMMERS PIKE), TURN LEFT AND GO EAST
 JZ1825'ON LAMMERS PIKE FOR 0.3 MILES (0.5 KM) TO THE STATION ON LEFT, IN THE
 JZ1825'RIGHT-OF-WAY OF LAMMERS PIKE, CONTACT IS ROAD SUPERINTENDENT WILLIAM
 JZ1825'WILBURN, 2710 NORTH HASMER HILL ROAD, OSGOOD IN 47037, PHONE
 JZ1825'812-689-4720.  THE STATION PROJECTS ABOUT 0.13 METERS (0.43 FT) ABOVE
 JZ1825'GROUND.  IT IS 33.99 METERS (111.52 FT) WEST OF ARROW ON FIRE HYDRANT,
 JZ1825'29.84 METERS (97.90 FT) NORTH OF POWER POLE NUMBER 21, 7.92 METERS
 JZ1825'(25.98 FT) NORTH OF THE CENTERLINE OF LAMMERS PIKE, 1.83 METERS (6.00
 JZ1825'FT) SOUTH OF POWER POLE 477-767 AND 0.46 METERS (1.51 FT) NORTHEAST OF
 JZ1825'CORNER FENCE POST.
 JZ1825
 JZ1825                          STATION RECOVERY (1998)
 JZ1825
 JZ1825'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 JZ1825'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 JZ1825
 JZ1825                          STATION RECOVERY (2003)
 JZ1825
 JZ1825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RGC)
 JZ1825'RECOVERED IN GOOD CONDITION.
 JZ1825
 JZ1825                          STATION RECOVERY (2011)
 JZ1825
 JZ1825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (NW)
 JZ1825'MONUMENT WAS GPS OBSERVED FOR NSPS SURVEYING AMERICA
 JZ1825'
 JZ1825
 JZ1825                          STATION RECOVERY (2022)
 JZ1825
 JZ1825'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2038 ***********************************************************************
 JZ2038  DESIGNATION -  J 265
 JZ2038  PID         -  JZ2038
 JZ2038  STATE/COUNTY-  IN/FRANKLIN
 JZ2038  COUNTRY     -  US
 JZ2038  USGS QUAD   -  BROOKVILLE (2019)
 JZ2038
 JZ2038                         *CURRENT SURVEY CONTROL
 JZ2038  ______________________________________________________________________
 JZ2038* NAD 83(1986) POSITION- 39 26 04.     (N) 085 05 13.     (W)   SCALED
 JZ2038* NAVD 88 ORTHO HEIGHT -   203.353 (meters)      667.17  (feet) ADJUSTED
 JZ2038  ______________________________________________________________________
 JZ2038  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 JZ2038  DYNAMIC HEIGHT  -        203.227 (meters)      666.75  (feet) COMP
 JZ2038  MODELED GRAVITY -    980,004.2   (mgal)                       NAVD 88
 JZ2038
 JZ2038  VERT ORDER      -  SECOND    CLASS 0
 JZ2038
 JZ2038.The horizontal coordinates were scaled from a map and have
 JZ2038.an estimated accuracy of +/- 6 seconds.
 JZ2038
 JZ2038.The orthometric height was determined by differential leveling and
 JZ2038.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2038.in June 1991.
 JZ2038
 JZ2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2038.GEOID18 height accuracy estimate available here.
 JZ2038
 JZ2038.Click photographs - Photos may exist for this station.
 JZ2038
 JZ2038.The dynamic height is computed by dividing the NAVD 88
 JZ2038.geopotential number by the normal gravity value computed on the
 JZ2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2038.degrees latitude (g = 980.6199 gals.).
 JZ2038
 JZ2038.The modeled gravity was interpolated from observed gravity values.
 JZ2038
 JZ2038;                    North         East    Units  Estimated Accuracy
 JZ2038;SPC IN E     -   464,890.      149,910.      MT  (+/- 180 meters Scaled)
 JZ2038
 JZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ646667(NAD 83)
 JZ2038
 JZ2038                          SUPERSEDED SURVEY CONTROL
 JZ2038
 JZ2038  NGVD 29 (??/??/92)  203.518  (m)          667.71   (f) ADJ UNCH    2 0
 JZ2038
 JZ2038.Superseded values are not recommended for survey control.
 JZ2038
 JZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2038.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2038
 JZ2038_MARKER: DB = BENCH MARK DISK
 JZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2038_STAMPING: J 265 1947
 JZ2038_MARK LOGO: CGS
 JZ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2038+STABILITY: SURFACE MOTION
 JZ2038
 JZ2038  HISTORY     - Date     Condition        Report By
 JZ2038  HISTORY     - 1947     MONUMENTED       CGS
 JZ2038
 JZ2038                          STATION DESCRIPTION
 JZ2038
 JZ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2038'6.2 MI N FROM OAK FOREST.
 JZ2038'ABOUT 0.65 MILE NORTH AND EAST ALONG A BLACK TOP ROAD FROM THE
 JZ2038'CATHOLIC CHURCH AT OAK FOREST, THENCE ABOUT 1.7 MILES NORTH AND
 JZ2038'1.75 MILES NORTHEAST ALONG GRAVEL ROADS, THENCE ABOUT 1.05 MILE
 JZ2038'WEST AND NORTH ALONG A DIM ROAD, THENCE ABOUT 1.05 MILES
 JZ2038'NORTHWEST ALONG A GRAVEL ROAD, AT THE HILL SPRING FARM, ABOUT
 JZ2038'70 YARDS SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER
 JZ2038'OF A BARN AND IN LINE WITH THE WEST FACE OF THE BARN, 115 FEET
 JZ2038'EAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 49.5 FEET EAST
 JZ2038'OF A FATE POST AND FENCE CORNER, 25 FEET NORTHEAST OF A 48-INCH
 JZ2038'TREE, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 JZ2038'OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JZ2038'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2138 ***********************************************************************
 JZ2138  DESIGNATION -  J 266
 JZ2138  PID         -  JZ2138
 JZ2138  STATE/COUNTY-  IN/DECATUR
 JZ2138  COUNTRY     -  US
 JZ2138  USGS QUAD   -  ADAMS (2019)
 JZ2138
 JZ2138                         *CURRENT SURVEY CONTROL
 JZ2138  ______________________________________________________________________
 JZ2138* NAD 83(1986) POSITION- 39 25 25.     (N) 085 37 25.     (W)   SCALED
 JZ2138* NAVD 88 ORTHO HEIGHT -   257.833 (meters)      845.91  (feet) ADJUSTED
 JZ2138  ______________________________________________________________________
 JZ2138  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 JZ2138  DYNAMIC HEIGHT  -        257.676 (meters)      845.39  (feet) COMP
 JZ2138  MODELED GRAVITY -    980,011.4   (mgal)                       NAVD 88
 JZ2138
 JZ2138  VERT ORDER      -  FIRST     CLASS II
 JZ2138
 JZ2138.The horizontal coordinates were scaled from a map and have
 JZ2138.an estimated accuracy of +/- 6 seconds.
 JZ2138
 JZ2138.The orthometric height was determined by differential leveling and
 JZ2138.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2138.in June 1991.
 JZ2138
 JZ2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2138.GEOID18 height accuracy estimate available here.
 JZ2138
 JZ2138.Click photographs - Photos may exist for this station.
 JZ2138
 JZ2138.The dynamic height is computed by dividing the NAVD 88
 JZ2138.geopotential number by the normal gravity value computed on the
 JZ2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2138.degrees latitude (g = 980.6199 gals.).
 JZ2138
 JZ2138.The modeled gravity was interpolated from observed gravity values.
 JZ2138
 JZ2138;                    North         East    Units  Estimated Accuracy
 JZ2138;SPC IN E     -   463,530.      103,710.      MT  (+/- 180 meters Scaled)
 JZ2138
 JZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ184646(NAD 83)
 JZ2138
 JZ2138                          SUPERSEDED SURVEY CONTROL
 JZ2138
 JZ2138  NGVD 29 (??/??/92)  257.950  (m)          846.29   (f) ADJ UNCH    1 2
 JZ2138
 JZ2138.Superseded values are not recommended for survey control.
 JZ2138
 JZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2138.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2138
 JZ2138_MARKER: DB = BENCH MARK DISK
 JZ2138_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2138_SP_SET: BRIDGE WINGWALL
 JZ2138_STAMPING: J 266 1947
 JZ2138_MARK LOGO: CGS
 JZ2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2138
 JZ2138  HISTORY     - Date     Condition        Report By
 JZ2138  HISTORY     - 1947     MONUMENTED       CGS
 JZ2138  HISTORY     - 1986     GOOD             NGS
 JZ2138
 JZ2138                          STATION DESCRIPTION
 JZ2138
 JZ2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2138'0.5 MI SE FROM ST PAUL.
 JZ2138'ABOUT 0.5 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2138'FROM THE STATION AT ST. PAUL, AT THE SOUTHEAST END OF RAILROAD
 JZ2138'BRIDGE NO. 378 OVER FLAT ROCK RIVER, SET IN THE SOUTHEAST END OF
 JZ2138'THE SOUTH WING WALL OF THE BRIDGE, 3.5 FEET SOUTHWEST OF THE
 JZ2138'SOUTHWEST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
 JZ2138
 JZ2138                          STATION RECOVERY (1986)
 JZ2138
 JZ2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2138'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM (7.45
 JZ2138'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2138'STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 2.8 KM (1.75 MI) SOUTH ALONG A
 JZ2138'PAVED ROAD, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG THE CONRAIL
 JZ2138'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2251 ***********************************************************************
 JZ2251  DESIGNATION -  J 267
 JZ2251  PID         -  JZ2251
 JZ2251  STATE/COUNTY-  IN/SHELBY
 JZ2251  COUNTRY     -  US
 JZ2251  USGS QUAD   -  HOPE (2019)
 JZ2251
 JZ2251                         *CURRENT SURVEY CONTROL
 JZ2251  ______________________________________________________________________
 JZ2251* NAD 83(1986) POSITION- 39 22 03.     (N) 085 47 04.     (W)   SCALED
 JZ2251* NAVD 88 ORTHO HEIGHT -   225.873 (meters)      741.05  (feet) ADJUSTED
 JZ2251  ______________________________________________________________________
 JZ2251  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 JZ2251  DYNAMIC HEIGHT  -        225.736 (meters)      740.60  (feet) COMP
 JZ2251  MODELED GRAVITY -    980,016.4   (mgal)                       NAVD 88
 JZ2251
 JZ2251  VERT ORDER      -  SECOND    CLASS 0
 JZ2251
 JZ2251.The horizontal coordinates were scaled from a map and have
 JZ2251.an estimated accuracy of +/- 6 seconds.
 JZ2251
 JZ2251.The orthometric height was determined by differential leveling and
 JZ2251.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2251.in June 1991.
 JZ2251
 JZ2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2251.GEOID18 height accuracy estimate available here.
 JZ2251
 JZ2251.Click photographs - Photos may exist for this station.
 JZ2251
 JZ2251.The dynamic height is computed by dividing the NAVD 88
 JZ2251.geopotential number by the normal gravity value computed on the
 JZ2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2251.degrees latitude (g = 980.6199 gals.).
 JZ2251
 JZ2251.The modeled gravity was interpolated from observed gravity values.
 JZ2251
 JZ2251;                    North         East    Units  Estimated Accuracy
 JZ2251;SPC IN E     -   457,300.       89,850.      MT  (+/- 180 meters Scaled)
 JZ2251
 JZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ047582(NAD 83)
 JZ2251
 JZ2251                          SUPERSEDED SURVEY CONTROL
 JZ2251
 JZ2251  NGVD 29 (??/??/92)  225.990  (m)          741.44   (f) ADJ UNCH    2 0
 JZ2251
 JZ2251.Superseded values are not recommended for survey control.
 JZ2251
 JZ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2251.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2251
 JZ2251_MARKER: DB = BENCH MARK DISK
 JZ2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2251_STAMPING: J 267 1947
 JZ2251_MARK LOGO: CGS
 JZ2251_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2251+STABILITY: SURFACE MOTION
 JZ2251
 JZ2251  HISTORY     - Date     Condition        Report By
 JZ2251  HISTORY     - 1947     MONUMENTED       CGS
 JZ2251
 JZ2251                          STATION DESCRIPTION
 JZ2251
 JZ2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2251'1.3 MI W FROM NORRISTOWN.
 JZ2251'ABOUT 1.3 MILE WEST ALONG THE NORRISTOWN-FLAT ROCK ROAD FROM
 JZ2251'UNION CHURCH AT NORRISTOWN, IN THE SOUTHWEST ANGLE OF THE JUNCTION
 JZ2251'WITH A GRAVEL ROAD LEADING SOUTH, 30 FEET SOUTH OF THE CENTER
 JZ2251'LINE OF THE MAIN ROAD, 23 FEET WEST OF THE CENTER LINE OF THE
 JZ2251'SIDE ROAD, 23.5 FEET SOUTHEAST OF A 15-INCH LOCUST TREE IN A
 JZ2251'FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE LINE, 1 1/2 FEET
 JZ2251'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2251'ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2251'ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2226 ***********************************************************************
 JZ2226  DESIGNATION -  J 268
 JZ2226  PID         -  JZ2226
 JZ2226  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2226  COUNTRY     -  US
 JZ2226  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2226
 JZ2226                         *CURRENT SURVEY CONTROL
 JZ2226  ______________________________________________________________________
 JZ2226* NAD 83(1986) POSITION- 39 13 27.     (N) 085 49 11.     (W)   SCALED
 JZ2226* NAVD 88 ORTHO HEIGHT -   198.578 (meters)      651.50  (feet) ADJUSTED
 JZ2226  ______________________________________________________________________
 JZ2226  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 JZ2226  DYNAMIC HEIGHT  -        198.455 (meters)      651.10  (feet) COMP
 JZ2226  MODELED GRAVITY -    980,007.2   (mgal)                       NAVD 88
 JZ2226
 JZ2226  VERT ORDER      -  SECOND    CLASS 0
 JZ2226
 JZ2226.The horizontal coordinates were scaled from a map and have
 JZ2226.an estimated accuracy of +/- 6 seconds.
 JZ2226
 JZ2226.The orthometric height was determined by differential leveling and
 JZ2226.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2226.in June 1991.
 JZ2226
 JZ2226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2226.GEOID18 height accuracy estimate available here.
 JZ2226
 JZ2226.Click photographs - Photos may exist for this station.
 JZ2226
 JZ2226.The dynamic height is computed by dividing the NAVD 88
 JZ2226.geopotential number by the normal gravity value computed on the
 JZ2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2226.degrees latitude (g = 980.6199 gals.).
 JZ2226
 JZ2226.The modeled gravity was interpolated from observed gravity values.
 JZ2226
 JZ2226;                    North         East    Units  Estimated Accuracy
 JZ2226;SPC IN E     -   441,390.       86,780.      MT  (+/- 180 meters Scaled)
 JZ2226
 JZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ018423(NAD 83)
 JZ2226
 JZ2226                          SUPERSEDED SURVEY CONTROL
 JZ2226
 JZ2226  NGVD 29 (??/??/92)  198.700  (m)          651.90   (f) ADJ UNCH    2 0
 JZ2226
 JZ2226.Superseded values are not recommended for survey control.
 JZ2226
 JZ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2226.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2226
 JZ2226_MARKER: DB = BENCH MARK DISK
 JZ2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2226_STAMPING: J 268 1947
 JZ2226_MARK LOGO: CGS
 JZ2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2226+STABILITY: SURFACE MOTION
 JZ2226
 JZ2226  HISTORY     - Date     Condition        Report By
 JZ2226  HISTORY     - 1947     MONUMENTED       CGS
 JZ2226
 JZ2226                          STATION DESCRIPTION
 JZ2226
 JZ2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2226'AT PETERSVILLE.
 JZ2226'AT PETERSVILLE, IN THE SOUTHWEST ANGLE OF THE CROSSROADS, 31
 JZ2226'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 46, 20 FEET WEST
 JZ2226'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.7 FEET EAST OF A
 JZ2226'FENCE CORNER AND IN LINE WITH THE EAST-WEST FENCE LINE, 5.5
 JZ2226'FEET WEST OF POWER POLE NUMBER 204-348, 2 FEET NORTH OF A WHITE
 JZ2226'WOODEN WITNESS POST AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JZ2226'INTERSECTION, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2226'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2066 ***********************************************************************
 JZ2066  DESIGNATION -  J 269
 JZ2066  PID         -  JZ2066
 JZ2066  STATE/COUNTY-  IN/SHELBY
 JZ2066  COUNTRY     -  US
 JZ2066  USGS QUAD   -  LEWIS CREEK (2019)
 JZ2066
 JZ2066                         *CURRENT SURVEY CONTROL
 JZ2066  ______________________________________________________________________
 JZ2066* NAD 83(1986) POSITION- 39 29 23.8    (N) 085 47 08.1    (W)   HD_HELD2
 JZ2066* NAVD 88 ORTHO HEIGHT -   228.200 (meters)      748.69  (feet) ADJUSTED
 JZ2066  ______________________________________________________________________
 JZ2066  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 JZ2066  DYNAMIC HEIGHT  -        228.065 (meters)      748.24  (feet) COMP
 JZ2066  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 JZ2066
 JZ2066  VERT ORDER      -  FIRST     CLASS II
 JZ2066
 JZ2066.The horizontal coordinates were established by autonomous hand held GPS
 JZ2066.observations and have an estimated accuracy of +/- 10 meters.
 JZ2066
 JZ2066.The orthometric height was determined by differential leveling and
 JZ2066.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2066.in June 1991.
 JZ2066
 JZ2066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2066.GEOID18 height accuracy estimate available here.
 JZ2066
 JZ2066.Click photographs - Photos may exist for this station.
 JZ2066
 JZ2066.The dynamic height is computed by dividing the NAVD 88
 JZ2066.geopotential number by the normal gravity value computed on the
 JZ2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2066.degrees latitude (g = 980.6199 gals.).
 JZ2066
 JZ2066.The modeled gravity was interpolated from observed gravity values.
 JZ2066
 JZ2066;                    North         East    Units  Estimated Accuracy
 JZ2066;SPC IN E     -   470,895.       89,770.      MT  (+/- 10 meters HH2 GPS)
 JZ2066
 JZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0443071852(NAD 83)
 JZ2066
 JZ2066                          SUPERSEDED SURVEY CONTROL
 JZ2066
 JZ2066  NGVD 29 (??/??/92)  228.311  (m)          749.05   (f) ADJ UNCH    1 2
 JZ2066
 JZ2066.Superseded values are not recommended for survey control.
 JZ2066
 JZ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2066.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2066
 JZ2066_MARKER: DB = BENCH MARK DISK
 JZ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2066_STAMPING: J 269 1947
 JZ2066_MARK LOGO: CGS
 JZ2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2066+STABILITY: SURFACE MOTION
 JZ2066
 JZ2066  HISTORY     - Date     Condition        Report By
 JZ2066  HISTORY     - 1947     MONUMENTED       CGS
 JZ2066
 JZ2066                          STATION DESCRIPTION
 JZ2066
 JZ2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2066'2.3 MI S FROM SHELBYVILLE.
 JZ2066'ABOUT 2.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2066'VINE TOWER AT SHELBYVILLE, IN THE NORTHWEST ANGLE OF AN
 JZ2066'EAST-WEST GRAVEL ROAD CROSSING, 23 FEET WEST OF THE WEST RAIL
 JZ2066'OF THE TRACK, 18 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD,
 JZ2066'3.0 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 JZ2066'ABOUT 1 FOOT BELOW THE TRACK LEVEL AND SET IN THE TOP OF A
 JZ2066'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0436 ***********************************************************************
 LB0436  DESIGNATION -  J 27
 LB0436  PID         -  LB0436
 LB0436  STATE/COUNTY-  IN/CLINTON
 LB0436  COUNTRY     -  US
 LB0436  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0436
 LB0436                         *CURRENT SURVEY CONTROL
 LB0436  ______________________________________________________________________
 LB0436* NAD 83(1986) POSITION- 40 23 40.     (N) 086 18 15.     (W)   SCALED
 LB0436* NAVD 88 ORTHO HEIGHT -   267.857 (meters)      878.79  (feet) ADJUSTED
 LB0436  ______________________________________________________________________
 LB0436  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LB0436  DYNAMIC HEIGHT  -        267.715 (meters)      878.33  (feet) COMP
 LB0436  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LB0436
 LB0436  VERT ORDER      -  SECOND    CLASS 0
 LB0436
 LB0436.The horizontal coordinates were scaled from a map and have
 LB0436.an estimated accuracy of +/- 6 seconds.
 LB0436
 LB0436.The orthometric height was determined by differential leveling and
 LB0436.adjusted by the NATIONAL GEODETIC SURVEY
 LB0436.in June 1991.
 LB0436
 LB0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0436.GEOID18 height accuracy estimate available here.
 LB0436
 LB0436.Click photographs - Photos may exist for this station.
 LB0436
 LB0436.The dynamic height is computed by dividing the NAVD 88
 LB0436.geopotential number by the normal gravity value computed on the
 LB0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0436.degrees latitude (g = 980.6199 gals.).
 LB0436
 LB0436.The modeled gravity was interpolated from observed gravity values.
 LB0436
 LB0436;                    North         East    Units  Estimated Accuracy
 LB0436;SPC IN W     -   571,610.      966,150.      MT  (+/- 180 meters Scaled)
 LB0436
 LB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK590717(NAD 83)
 LB0436
 LB0436                          SUPERSEDED SURVEY CONTROL
 LB0436
 LB0436  NGVD 29 (??/??/92)  267.966  (m)          879.15   (f) ADJ UNCH    2 0
 LB0436
 LB0436.Superseded values are not recommended for survey control.
 LB0436
 LB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0436.See file dsdata.pdf to determine how the superseded data were derived.
 LB0436
 LB0436_MARKER: DB = BENCH MARK DISK
 LB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0436_STAMPING: J 27 1934
 LB0436_MARK LOGO: CGS
 LB0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0436+STABILITY: SURFACE MOTION
 LB0436
 LB0436  HISTORY     - Date     Condition        Report By
 LB0436  HISTORY     - 1934     MONUMENTED       CGS
 LB0436  HISTORY     - 1946     GOOD             CGS
 LB0436  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB0436
 LB0436                          STATION DESCRIPTION
 LB0436
 LB0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0436'2 MI NE FROM FOREST.
 LB0436'2.0 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0436'RAILROAD FROM THE STATION AT FOREST, CLINTON COUNTY, 63 YARDS
 LB0436'NORTH OF THE DAVID GRIFFIN HOME, 45 YARDS SOUTH OF A LONE 36-INCH
 LB0436'OAK TREE, 14 YARDS NORTH OF POLE 192/26, IN THE NORTH ANGLE OF
 LB0436'THE CROSSING OF A GRAVEL ROAD, 15 YARDS NORTH OF THE CENTER OF
 LB0436'THE CROSSING, 5 YARDS NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL
 LB0436'WITH THE TRACK.  A STANDARD DISK, STAMPED J 27 1934 AND SET IN
 LB0436'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 LB0436
 LB0436                          STATION RECOVERY (1959)
 LB0436
 LB0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LB0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2163 ***********************************************************************
 JZ2163  DESIGNATION -  J 270
 JZ2163  PID         -  JZ2163
 JZ2163  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2163  COUNTRY     -  US
 JZ2163  USGS QUAD   -  GRAMMER (2019)
 JZ2163
 JZ2163                         *CURRENT SURVEY CONTROL
 JZ2163  ______________________________________________________________________
 JZ2163* NAD 83(1986) POSITION- 39 08 43.32   (N) 085 43 27.72   (W)   HD_HELD1
 JZ2163* NAVD 88 ORTHO HEIGHT -   221.104 (meters)      725.41  (feet) ADJUSTED
 JZ2163  ______________________________________________________________________
 JZ2163  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 JZ2163  DYNAMIC HEIGHT  -        220.965 (meters)      724.95  (feet) COMP
 JZ2163  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 JZ2163
 JZ2163  VERT ORDER      -  SECOND    CLASS 0
 JZ2163
 JZ2163.The horizontal coordinates were determined by differentially corrected
 JZ2163.hand held GPS observations or other comparable positioning techniques
 JZ2163.and have an estimated accuracy of +/- 3 meters.
 JZ2163
 JZ2163.The orthometric height was determined by differential leveling and
 JZ2163.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2163.in June 1991.
 JZ2163
 JZ2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2163.GEOID18 height accuracy estimate available here.
 JZ2163
 JZ2163.Click photographs - Photos may exist for this station.
 JZ2163
 JZ2163.The dynamic height is computed by dividing the NAVD 88
 JZ2163.geopotential number by the normal gravity value computed on the
 JZ2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2163.degrees latitude (g = 980.6199 gals.).
 JZ2163
 JZ2163.The modeled gravity was interpolated from observed gravity values.
 JZ2163
 JZ2163;                    North         East    Units  Estimated Accuracy
 JZ2163;SPC IN E     -   432,635.5      95,012.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2163
 JZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1023433683(NAD 83)
 JZ2163
 JZ2163                          SUPERSEDED SURVEY CONTROL
 JZ2163
 JZ2163  NGVD 29 (??/??/92)  221.224  (m)          725.80   (f) ADJ UNCH    2 0
 JZ2163
 JZ2163.Superseded values are not recommended for survey control.
 JZ2163
 JZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2163.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2163
 JZ2163_MARKER: DB = BENCH MARK DISK
 JZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2163_STAMPING: J 270 1947
 JZ2163_MARK LOGO: CGS
 JZ2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2163+STABILITY: SURFACE MOTION
 JZ2163
 JZ2163  HISTORY     - Date     Condition        Report By
 JZ2163  HISTORY     - 1947     MONUMENTED       CGS
 JZ2163
 JZ2163                          STATION DESCRIPTION
 JZ2163
 JZ2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2163'0.4 MI S FROM GRAMMER.
 JZ2163'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL
 JZ2163'AT GRAMMER, SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 JZ2163'AN EAST-WEST CROSS ROAD, 30 FEET EAST OF THE CENTER LINE OF
 JZ2163'THE NORTH-SOUTH ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 JZ2163'EAST-WEST ROAD, 14 FEET EAST OF A POWER POLE, 10.5 FEET EAST OF
 JZ2163'A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF
 JZ2163'A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROADS AND SET
 JZ2163'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2099 ***********************************************************************
 JZ2099  DESIGNATION -  J 271
 JZ2099  PID         -  JZ2099
 JZ2099  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2099  COUNTRY     -  US
 JZ2099  USGS QUAD   -  AZALIA (2019)
 JZ2099
 JZ2099                         *CURRENT SURVEY CONTROL
 JZ2099  ______________________________________________________________________
 JZ2099* NAD 83(1986) POSITION- 39 06 25.     (N) 085 51 02.     (W)   SCALED
 JZ2099* NAVD 88 ORTHO HEIGHT -   181.555 (meters)      595.65  (feet) ADJUSTED
 JZ2099  ______________________________________________________________________
 JZ2099  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 JZ2099  DYNAMIC HEIGHT  -        181.442 (meters)      595.28  (feet) COMP
 JZ2099  MODELED GRAVITY -    980,003.8   (mgal)                       NAVD 88
 JZ2099
 JZ2099  VERT ORDER      -  SECOND    CLASS 0
 JZ2099
 JZ2099.The horizontal coordinates were scaled from a map and have
 JZ2099.an estimated accuracy of +/- 6 seconds.
 JZ2099
 JZ2099.The orthometric height was determined by differential leveling and
 JZ2099.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2099.in June 1991.
 JZ2099
 JZ2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2099.GEOID18 height accuracy estimate available here.
 JZ2099
 JZ2099.Click photographs - Photos may exist for this station.
 JZ2099
 JZ2099.The dynamic height is computed by dividing the NAVD 88
 JZ2099.geopotential number by the normal gravity value computed on the
 JZ2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2099.degrees latitude (g = 980.6199 gals.).
 JZ2099
 JZ2099.The modeled gravity was interpolated from observed gravity values.
 JZ2099
 JZ2099;                    North         East    Units  Estimated Accuracy
 JZ2099;SPC IN E     -   428,390.       84,100.      MT  (+/- 180 meters Scaled)
 JZ2099
 JZ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ993292(NAD 83)
 JZ2099
 JZ2099                          SUPERSEDED SURVEY CONTROL
 JZ2099
 JZ2099  NGVD 29 (??/??/92)  181.677  (m)          596.05   (f) ADJ UNCH    2 0
 JZ2099
 JZ2099.Superseded values are not recommended for survey control.
 JZ2099
 JZ2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2099.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2099
 JZ2099_MARKER: DB = BENCH MARK DISK
 JZ2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2099_STAMPING: J 271 1947
 JZ2099_MARK LOGO: CGS
 JZ2099_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2099+STABILITY: SURFACE MOTION
 JZ2099
 JZ2099  HISTORY     - Date     Condition        Report By
 JZ2099  HISTORY     - 1947     MONUMENTED       CGS
 JZ2099
 JZ2099                          STATION DESCRIPTION
 JZ2099
 JZ2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2099'1 MI N FROM AZALIA.
 JZ2099'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT AZALIA,
 JZ2099'THENCE ABOUT 80 YARDS EAST ALONG A GRAVEL ROAD, AT THE NORTHWEST
 JZ2099'CORNER OF A WOODEN FENCE AROUND A POWER SUB-STATION OF THE PUBLIC
 JZ2099'SERVICE CO. OF INDIANA ALONG THE ABANDONED INTERSTATE PUBLIC
 JZ2099'SERVICE CO. RAILWAY, 19.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2099'GRAVEL ROAD EAST, 16.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 JZ2099'FENCE AROUND THE POWER SUB-STATION, 5 FEET SOUTH OF A FENCE CORNER
 JZ2099'AND GATE POST, 1.5 FEET EAST OF THE WIRE FENCE, 2 FEET NORTH
 JZ2099'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 JZ2099'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1833 ***********************************************************************
 JZ1833  DESIGNATION -  J 272
 JZ1833  PID         -  JZ1833
 JZ1833  STATE/COUNTY-  IN/DECATUR
 JZ1833  COUNTRY     -  US
 JZ1833  USGS QUAD   -  NEW POINT (2019)
 JZ1833
 JZ1833                         *CURRENT SURVEY CONTROL
 JZ1833  ______________________________________________________________________
 JZ1833* NAD 83(1986) POSITION- 39 18 19.4    (N) 085 18 47.2    (W)   HD_HELD2
 JZ1833* NAVD 88 ORTHO HEIGHT -   292.647 (meters)      960.13  (feet) ADJUSTED
 JZ1833  ______________________________________________________________________
 JZ1833  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 JZ1833  DYNAMIC HEIGHT  -        292.464 (meters)      959.53  (feet) COMP
 JZ1833  MODELED GRAVITY -    979,993.2   (mgal)                       NAVD 88
 JZ1833
 JZ1833  VERT ORDER      -  FIRST     CLASS II
 JZ1833
 JZ1833.The horizontal coordinates were established by autonomous hand held GPS
 JZ1833.observations and have an estimated accuracy of +/- 10 meters.
 JZ1833
 JZ1833.The orthometric height was determined by differential leveling and
 JZ1833.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1833.in June 1991.
 JZ1833
 JZ1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1833.GEOID18 height accuracy estimate available here.
 JZ1833
 JZ1833.Click photographs - Photos may exist for this station.
 JZ1833
 JZ1833.The dynamic height is computed by dividing the NAVD 88
 JZ1833.geopotential number by the normal gravity value computed on the
 JZ1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1833.degrees latitude (g = 980.6199 gals.).
 JZ1833
 JZ1833.The modeled gravity was interpolated from observed gravity values.
 JZ1833
 JZ1833;                    North         East    Units  Estimated Accuracy
 JZ1833;SPC IN E     -   450,459.      130,494.      MT  (+/- 10 meters HH2 GPS)
 JZ1833
 JZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4544452023(NAD 83)
 JZ1833
 JZ1833                          SUPERSEDED SURVEY CONTROL
 JZ1833
 JZ1833  NGVD 29 (??/??/92)  292.786  (m)          960.58   (f) ADJ UNCH    1 2
 JZ1833
 JZ1833.Superseded values are not recommended for survey control.
 JZ1833
 JZ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1833.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1833
 JZ1833_MARKER: DB = BENCH MARK DISK
 JZ1833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1833_SP_SET: HEADWALL
 JZ1833_STAMPING: J 272 1947
 JZ1833_MARK LOGO: CGS
 JZ1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1833+STABILITY: SURFACE MOTION
 JZ1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1833+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2013
 JZ1833
 JZ1833  HISTORY     - Date     Condition        Report By
 JZ1833  HISTORY     - 1947     MONUMENTED       CGS
 JZ1833  HISTORY     - 1986     GOOD             NGS
 JZ1833  HISTORY     - 20131130 GOOD             GEOCAC
 JZ1833
 JZ1833                          STATION DESCRIPTION
 JZ1833
 JZ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1833'1 MI SE FROM NEW POINT.
 JZ1833'ABOUT 1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1833'FROM THE STATION AT NEW POINT, SET IN THE TOP OF THE SOUTHEAST
 JZ1833'END OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE RAILROAD
 JZ1833'CULVERT NO. 320, ABOUT 4 RAILS SOUTHEAST OF MILE POST 53, 37.5
 JZ1833'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 12 FEET BELOW
 JZ1833'THE TRACK.
 JZ1833
 JZ1833                          STATION RECOVERY (1986)
 JZ1833
 JZ1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1833'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 JZ1833'SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH
 JZ1833'INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 7.9 KM (4.9 MI)
 JZ1833'NORTHWESTERLY ALONG THE CONRAIL RAILROAD.  ADD--0.8 M (2.6 FT)
 JZ1833'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 JZ1833
 JZ1833                          STATION RECOVERY (2013)
 JZ1833
 JZ1833'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ1833'BENCHMARK WAS FOUND AS DESCRIBED BY HEADING SOUTH ON S COUNTY ROAD
 JZ1833'950 E FROM STATE ROAD 3, PARKING AT THE RAILROAD CROSSING AND
 JZ1833'WALKING WEST ALONG THE TRACKS. THE MILE POST 53 SIGN IS STILL
 JZ1833'THERE. THE HEAD WALL WAS COVERED IN LEAVES AND MUD BUT I WAS ABLE
 JZ1833'TO LOCATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0931 ***********************************************************************
 JZ0931  DESIGNATION -  J 274
 JZ0931  PID         -  JZ0931
 JZ0931  STATE/COUNTY-  IN/FRANKLIN
 JZ0931  COUNTRY     -  US
 JZ0931  USGS QUAD   -  HARRISON (2016)
 JZ0931
 JZ0931                         *CURRENT SURVEY CONTROL
 JZ0931  ______________________________________________________________________
 JZ0931* NAD 83(1986) POSITION- 39 18 58.     (N) 084 51 13.     (W)   SCALED
 JZ0931* NAVD 88 ORTHO HEIGHT -   237.058 (meters)      777.75  (feet) ADJUSTED
 JZ0931  ______________________________________________________________________
 JZ0931  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 JZ0931  DYNAMIC HEIGHT  -        236.918 (meters)      777.29  (feet) COMP
 JZ0931  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 JZ0931
 JZ0931  VERT ORDER      -  SECOND    CLASS 0
 JZ0931
 JZ0931.The horizontal coordinates were scaled from a map and have
 JZ0931.an estimated accuracy of +/- 6 seconds.
 JZ0931
 JZ0931.The orthometric height was determined by differential leveling and
 JZ0931.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0931.in June 1991.
 JZ0931
 JZ0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0931.GEOID18 height accuracy estimate available here.
 JZ0931
 JZ0931.Click photographs - Photos may exist for this station.
 JZ0931
 JZ0931.The dynamic height is computed by dividing the NAVD 88
 JZ0931.geopotential number by the normal gravity value computed on the
 JZ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0931.degrees latitude (g = 980.6199 gals.).
 JZ0931
 JZ0931.The modeled gravity was interpolated from observed gravity values.
 JZ0931
 JZ0931;                    North         East    Units  Estimated Accuracy
 JZ0931;SPC IN E     -   451,910.      170,120.      MT  (+/- 180 meters Scaled)
 JZ0931
 JZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ850540(NAD 83)
 JZ0931
 JZ0931                          SUPERSEDED SURVEY CONTROL
 JZ0931
 JZ0931  NGVD 29 (??/??/92)  237.245  (m)          778.36   (f) ADJ UNCH    2 0
 JZ0931
 JZ0931.Superseded values are not recommended for survey control.
 JZ0931
 JZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0931.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0931
 JZ0931_MARKER: DB = BENCH MARK DISK
 JZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0931_STAMPING: J 274 1947
 JZ0931_MARK LOGO: CGS
 JZ0931_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0931+STABILITY: SURFACE MOTION
 JZ0931
 JZ0931  HISTORY     - Date     Condition        Report By
 JZ0931  HISTORY     - 1947     MONUMENTED       CGS
 JZ0931
 JZ0931                          STATION DESCRIPTION
 JZ0931
 JZ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0931'0.4 MI W FROM ROCKDALE.
 JZ0931'0.4 MILE WEST ALONG A WINDING GRAVEL ROAD FROM THE UNITED
 JZ0931'BRETHREN CHURCH AT ROCKDALE, AT THE JUNCTION OF A FIELD ENTRANCE
 JZ0931'LEADING SOUTH, 39 FEET WEST OF THE SOUTH END OF A 24-INCH PIPE
 JZ0931'CULVERT, 10 FEET EAST OF THE CENTER LINE OF THE FIELD ENTRANCE,
 JZ0931'13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 JZ0931'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0931'0.5 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0931'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0093 ***********************************************************************
 HB0093  DESIGNATION -  J 275
 HB0093  PID         -  HB0093
 HB0093  STATE/COUNTY-  IN/POSEY
 HB0093  COUNTRY     -  US
 HB0093  USGS QUAD   -  EMMA (2018)
 HB0093
 HB0093                         *CURRENT SURVEY CONTROL
 HB0093  ______________________________________________________________________
 HB0093* NAD 83(1986) POSITION- 37 52 38.     (N) 088 00 58.     (W)   SCALED
 HB0093* NAVD 88 ORTHO HEIGHT -   109.498 (meters)      359.24  (feet) ADJUSTED
 HB0093  ______________________________________________________________________
 HB0093  GEOID HEIGHT    -        -30.350 (meters)                     GEOID18
 HB0093  DYNAMIC HEIGHT  -        109.423 (meters)      359.00  (feet) COMP
 HB0093  MODELED GRAVITY -    979,945.7   (mgal)                       NAVD 88
 HB0093
 HB0093  VERT ORDER      -  FIRST     CLASS II
 HB0093
 HB0093.The horizontal coordinates were scaled from a map and have
 HB0093.an estimated accuracy of +/- 6 seconds.
 HB0093
 HB0093.The orthometric height was determined by differential leveling and
 HB0093.adjusted by the NATIONAL GEODETIC SURVEY
 HB0093.in June 1991.
 HB0093
 HB0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0093.GEOID18 height accuracy estimate available here.
 HB0093
 HB0093.Click photographs - Photos may exist for this station.
 HB0093
 HB0093.The dynamic height is computed by dividing the NAVD 88
 HB0093.geopotential number by the normal gravity value computed on the
 HB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0093.degrees latitude (g = 980.6199 gals.).
 HB0093
 HB0093.The modeled gravity was interpolated from observed gravity values.
 HB0093
 HB0093;                    North         East    Units  Estimated Accuracy
 HB0093;SPC IN W     -   292,280.      817,940.      MT  (+/- 180 meters Scaled)
 HB0093
 HB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG106926(NAD 83)
 HB0093
 HB0093                          SUPERSEDED SURVEY CONTROL
 HB0093
 HB0093  NGVD 29 (11/26/84)  109.605  (m)          359.60   (f) ADJUSTED    1 2
 HB0093
 HB0093.Superseded values are not recommended for survey control.
 HB0093
 HB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0093.See file dsdata.pdf to determine how the superseded data were derived.
 HB0093
 HB0093_MARKER: DB = BENCH MARK DISK
 HB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0093_STAMPING: J 275 1954
 HB0093_MARK LOGO: CGS
 HB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0093+STABILITY: SURFACE MOTION
 HB0093
 HB0093  HISTORY     - Date     Condition        Report By
 HB0093  HISTORY     - 1954     MONUMENTED       CGS
 HB0093
 HB0093                          STATION DESCRIPTION
 HB0093
 HB0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0093'6.5 MI SW FROM PRAIRIE.
 HB0093'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0093'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HB0093'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG
 HB0093'A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A
 HB0093'GRAVEL ROAD, AT A CROSSROAD, 36 FEET NORTH OF CENTER LINE OF ROAD
 HB0093'WEST, 45 FEET NORTHWEST OF CENTER OF INTERSECTION, 25 FEET WEST
 HB0093'OF CENTER LINE OF ROAD NORTH, 16 1/2 FEET WEST OF WEST END OF
 HB0093'NORTH ABUTMENT OF A 25-FOOT CONCRETE BRIDGE ON ROAD NORTH, 13 FEET
 HB0093'EAST-SOUTHEAST OF SOUTHEAST CORNER OF AN OLD BARN, 2 FEET EAST OF
 HB0093'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD WEST AND SET
 HB0093'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1600 ***********************************************************************
 JZ1600  DESIGNATION -  J 276
 JZ1600  PID         -  JZ1600
 JZ1600  STATE/COUNTY-  IN/WAYNE
 JZ1600  COUNTRY     -  US
 JZ1600  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1600
 JZ1600                         *CURRENT SURVEY CONTROL
 JZ1600  ______________________________________________________________________
 JZ1600* NAD 83(1986) POSITION- 39 44 39.8    (N) 085 09 58.0    (W)   HD_HELD2
 JZ1600* NAVD 88 ORTHO HEIGHT -   298.354 (meters)      978.85  (feet) ADJUSTED
 JZ1600  ______________________________________________________________________
 JZ1600  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 JZ1600  DYNAMIC HEIGHT  -        298.181 (meters)      978.28  (feet) COMP
 JZ1600  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 JZ1600
 JZ1600  VERT ORDER      -  SECOND    CLASS 0
 JZ1600
 JZ1600.The horizontal coordinates were established by autonomous hand held GPS
 JZ1600.observations and have an estimated accuracy of +/- 10 meters.
 JZ1600
 JZ1600.The orthometric height was determined by differential leveling and
 JZ1600.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1600.in June 1991.
 JZ1600
 JZ1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1600.GEOID18 height accuracy estimate available here.
 JZ1600
 JZ1600.Click photographs - Photos may exist for this station.
 JZ1600
 JZ1600.The dynamic height is computed by dividing the NAVD 88
 JZ1600.geopotential number by the normal gravity value computed on the
 JZ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1600.degrees latitude (g = 980.6199 gals.).
 JZ1600
 JZ1600.The modeled gravity was interpolated from observed gravity values.
 JZ1600
 JZ1600;                    North         East    Units  Estimated Accuracy
 JZ1600;SPC IN E     -   499,257.      142,902.      MT  (+/- 10 meters HH2 GPS)
 JZ1600
 JZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5712700995(NAD 83)
 JZ1600
 JZ1600                          SUPERSEDED SURVEY CONTROL
 JZ1600
 JZ1600  NGVD 29 (??/??/92)  298.495  (m)          979.31   (f) ADJ UNCH    2 0
 JZ1600
 JZ1600.Superseded values are not recommended for survey control.
 JZ1600
 JZ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1600.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1600
 JZ1600_MARKER: DB = BENCH MARK DISK
 JZ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1600_STAMPING: J 276 1947
 JZ1600_MARK LOGO: CGS
 JZ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1600+STABILITY: SURFACE MOTION
 JZ1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1600+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1600
 JZ1600  HISTORY     - Date     Condition        Report By
 JZ1600  HISTORY     - 1947     MONUMENTED       CGS
 JZ1600  HISTORY     - 1974     GOOD             NGS
 JZ1600  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1600
 JZ1600                          STATION DESCRIPTION
 JZ1600
 JZ1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1600'6 MI S FROM CAMBRIDGE CITY.
 JZ1600'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1600'AT CAMBRIDGE CITY, THENCE 3.65 MILES SOUTH, 1.0 MILE EAST AND
 JZ1600'1.0 MILE SOUTH ALONG GRAVEL ROADS, AT THE T JUNCTION WITH AN
 JZ1600'EAST-WEST PAVED ROAD, ON THE SOUTH SIDE OF THE JUNCTION, 27
 JZ1600'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST, 16 FEET WEST
 JZ1600'OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 8 FEET SOUTH
 JZ1600'OF A FENCE CORNER, 1 FOOT EAST OF A WIRE FENCE LINE, 2 FEET
 JZ1600'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1600'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 JZ1600
 JZ1600                          STATION RECOVERY (1974)
 JZ1600
 JZ1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JZ1600'RECOVERED IN GOOD CONDITION.
 JZ1600
 JZ1600                          STATION RECOVERY (2003)
 JZ1600
 JZ1600'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1600'39 44.664 85 9.966 (24 FT ACCURACY)
 JZ1600'ALL ROADS ARE PAVED.  BENTONVILLE ROAD IS E-W.  HOLTSCLAW ROAD IS N-S.
 JZ1600'THE FENCE AND WITNESS POST ARE GONE, BUT THE FENCE CORNER (WITH STREET
 JZ1600'ADDRESS 15297 ON IT) REMAINS.
 JZ1600'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1290 ***********************************************************************
 JZ1290  DESIGNATION -  J 277
 JZ1290  PID         -  JZ1290
 JZ1290  STATE/COUNTY-  IN/WAYNE
 JZ1290  COUNTRY     -  US
 JZ1290  USGS QUAD   -  LIBERTY (2019)
 JZ1290
 JZ1290                         *CURRENT SURVEY CONTROL
 JZ1290  ______________________________________________________________________
 JZ1290* NAD 83(1986) POSITION- 39 44 02.     (N) 084 53 21.     (W)   SCALED
 JZ1290* NAVD 88 ORTHO HEIGHT -   318.904 (meters)     1046.27  (feet) ADJUSTED
 JZ1290  ______________________________________________________________________
 JZ1290  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 JZ1290  DYNAMIC HEIGHT  -        318.716 (meters)     1045.65  (feet) COMP
 JZ1290  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 JZ1290
 JZ1290  VERT ORDER      -  SECOND    CLASS 0
 JZ1290
 JZ1290.The horizontal coordinates were scaled from a map and have
 JZ1290.an estimated accuracy of +/- 6 seconds.
 JZ1290
 JZ1290.The orthometric height was determined by differential leveling and
 JZ1290.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1290.in June 1991.
 JZ1290
 JZ1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1290.GEOID18 height accuracy estimate available here.
 JZ1290
 JZ1290.Click photographs - Photos may exist for this station.
 JZ1290
 JZ1290.The dynamic height is computed by dividing the NAVD 88
 JZ1290.geopotential number by the normal gravity value computed on the
 JZ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1290.degrees latitude (g = 980.6199 gals.).
 JZ1290
 JZ1290.The modeled gravity was interpolated from observed gravity values.
 JZ1290
 JZ1290;                    North         East    Units  Estimated Accuracy
 JZ1290;SPC IN E     -   498,260.      166,650.      MT  (+/- 180 meters Scaled)
 JZ1290
 JZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK808003(NAD 83)
 JZ1290
 JZ1290                          SUPERSEDED SURVEY CONTROL
 JZ1290
 JZ1290  NGVD 29 (??/??/92)  319.051  (m)         1046.75   (f) ADJ UNCH    2 0
 JZ1290
 JZ1290.Superseded values are not recommended for survey control.
 JZ1290
 JZ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1290.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1290
 JZ1290_MARKER: DB = BENCH MARK DISK
 JZ1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1290_SP_SET: CULVERT WING WALL
 JZ1290_STAMPING: J 277 1947
 JZ1290_MARK LOGO: CGS
 JZ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1290+STABILITY: SURFACE MOTION
 JZ1290
 JZ1290  HISTORY     - Date     Condition        Report By
 JZ1290  HISTORY     - 1947     MONUMENTED       CGS
 JZ1290  HISTORY     - 20180718 MARK NOT FOUND   MCA
 JZ1290
 JZ1290                          STATION DESCRIPTION
 JZ1290
 JZ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1290'2.4 MI W FROM BOSTON.
 JZ1290'2.4 MILES WEST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION
 JZ1290'OF STATE HIGHWAY 21 AT BOSTON, 85 YARDS EAST OF A CROSS ROAD,
 JZ1290'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL OF
 JZ1290'A 12-FOOT CONCRETE CULVERT, 21 FEET SOUTH OF THE CENTER LINE
 JZ1290'OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE SOUTH HEAD WALL AND ABOUT
 JZ1290'1 FOOT BELOW THE HIGHWAY.
 JZ1290
 JZ1290                          STATION RECOVERY (2018)
 JZ1290
 JZ1290'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1290'THE DISK IS MISSING DUE TO CONCRETE DELAMINATION AND DETERIORATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1316 ***********************************************************************
 HZ1316  DESIGNATION -  J 278
 HZ1316  PID         -  HZ1316
 HZ1316  STATE/COUNTY-  IN/CLARK
 HZ1316  COUNTRY     -  US
 HZ1316  USGS QUAD   -  SPEED (2019)
 HZ1316
 HZ1316                         *CURRENT SURVEY CONTROL
 HZ1316  ______________________________________________________________________
 HZ1316* NAD 83(1986) POSITION- 38 25 56.     (N) 085 48 45.     (W)   SCALED
 HZ1316* NAVD 88 ORTHO HEIGHT -   167.974 (meters)      551.09  (feet) ADJUSTED
 HZ1316  ______________________________________________________________________
 HZ1316  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 HZ1316  DYNAMIC HEIGHT  -        167.861 (meters)      550.72  (feet) COMP
 HZ1316  MODELED GRAVITY -    979,955.8   (mgal)                       NAVD 88
 HZ1316
 HZ1316  VERT ORDER      -  FIRST     CLASS II
 HZ1316
 HZ1316.The horizontal coordinates were scaled from a map and have
 HZ1316.an estimated accuracy of +/- 6 seconds.
 HZ1316
 HZ1316.The orthometric height was determined by differential leveling and
 HZ1316.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1316.in June 1991.
 HZ1316
 HZ1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1316.GEOID18 height accuracy estimate available here.
 HZ1316
 HZ1316.Click photographs - Photos may exist for this station.
 HZ1316
 HZ1316.The dynamic height is computed by dividing the NAVD 88
 HZ1316.geopotential number by the normal gravity value computed on the
 HZ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1316.degrees latitude (g = 980.6199 gals.).
 HZ1316
 HZ1316.The modeled gravity was interpolated from observed gravity values.
 HZ1316
 HZ1316;                    North         East    Units  Estimated Accuracy
 HZ1316;SPC IN E     -   353,480.       87,270.      MT  (+/- 180 meters Scaled)
 HZ1316
 HZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH036544(NAD 83)
 HZ1316
 HZ1316                          SUPERSEDED SURVEY CONTROL
 HZ1316
 HZ1316  NGVD 29 (??/??/92)  168.110  (m)          551.54   (f) ADJ UNCH    1 2
 HZ1316
 HZ1316.Superseded values are not recommended for survey control.
 HZ1316
 HZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1316.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1316
 HZ1316_MARKER: DB = BENCH MARK DISK
 HZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1316_STAMPING: J 278 1949
 HZ1316_MARK LOGO: CGS
 HZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1316+STABILITY: SURFACE MOTION
 HZ1316
 HZ1316  HISTORY     - Date     Condition        Report By
 HZ1316  HISTORY     - 1949     MONUMENTED       CGS
 HZ1316
 HZ1316                          STATION DESCRIPTION
 HZ1316
 HZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1316'8 MI SE FROM BORDEN.
 HZ1316'ABOUT 7.95 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1316'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ABOUT 0.2
 HZ1316'MILE NORTHWEST OF BENNETSVILLE, AT A POINT WHERE STATE HIGHWAY
 HZ1316'60 BEGINS TO HEAD WEST AWAY FROM THE TRACK, 61 FEET EAST-SOUTHEAST
 HZ1316'OF THE NORTHEAST END OF A 18-INCH PIPE CULVERT UNDER THE
 HZ1316'HIGHWAY, 52 FEET NORTHESAT OF THE CENTER LINE OF THE HIGHWAY,
 HZ1316'28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21.5 FEET NORTH OF
 HZ1316'HIGHWAY R/W MARKER POST, 17.5 FEET NORTHWEST OF ANOTHER HIGHWAY
 HZ1316'R/W MARKER POST, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HZ1316'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 HZ1316'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0200 ***********************************************************************
 JA0200  DESIGNATION -  J 279
 JA0200  PID         -  JA0200
 JA0200  STATE/COUNTY-  IN/WASHINGTON
 JA0200  COUNTRY     -  US
 JA0200  USGS QUAD   -  BECKS MILL (2019)
 JA0200
 JA0200                         *CURRENT SURVEY CONTROL
 JA0200  ______________________________________________________________________
 JA0200* NAD 83(2011) POSITION- 38 36 47.36570(N) 086 08 30.24546(W)   NO CHECK
 JA0200* NAD 83(2011) ELLIP HT-   215.009 (meters)        (06/27/12)   NO CHECK
 JA0200* NAD 83(2011) EPOCH   -  2010.00
 JA0200* NAVD 88 ORTHO HEIGHT -   248.416 (meters)      815.01  (feet) ADJUSTED
 JA0200  ______________________________________________________________________
 JA0200  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 JA0200  NAD 83(2011) X  -    335,797.319 (meters)                     COMP
 JA0200  NAD 83(2011) Y  - -4,979,097.609 (meters)                     COMP
 JA0200  NAD 83(2011) Z  -  3,958,986.372 (meters)                     COMP
 JA0200  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 JA0200  DYNAMIC HEIGHT  -        248.251 (meters)      814.47  (feet) COMP
 JA0200  MODELED GRAVITY -    979,957.1   (mgal)                       NAVD 88
 JA0200
 JA0200  VERT ORDER      -  FIRST     CLASS II
 JA0200
 JA0200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0200  Standards:
 JA0200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0200  -------------------------------------------------------------------
 JA0200  NETWORK    0.47   0.84           0.21   0.17   0.43      0.02828643
 JA0200  -------------------------------------------------------------------
 JA0200  Click here for local accuracies and other accuracy information.
 JA0200
 JA0200.The horizontal coordinates were established by GPS observations
 JA0200.and adjusted by the National Geodetic Survey in June 2012.
 JA0200
 JA0200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0200.been affixed to the stable North American tectonic plate. See 
 JA0200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0200
 JA0200.The horizontal coordinates are valid at the epoch date displayed above
 JA0200.which is a decimal equivalence of Year/Month/Day.
 JA0200
 JA0200.No horizontal observational check was made to the station.
 JA0200
 JA0200.The orthometric height was determined by differential leveling and
 JA0200.adjusted by the NATIONAL GEODETIC SURVEY
 JA0200.in June 1991.
 JA0200
 JA0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0200.GEOID18 height accuracy estimate available here.
 JA0200
 JA0200.Click photographs - Photos may exist for this station.
 JA0200
 JA0200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0200
 JA0200.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0200
 JA0200.The ellipsoidal height was determined by GPS observations
 JA0200.and is referenced to NAD 83.
 JA0200
 JA0200.The dynamic height is computed by dividing the NAVD 88
 JA0200.geopotential number by the normal gravity value computed on the
 JA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0200.degrees latitude (g = 980.6199 gals.).
 JA0200
 JA0200.The modeled gravity was interpolated from observed gravity values.
 JA0200
 JA0200. The following values were computed from the NAD 83(2011) position.
 JA0200
 JA0200;                    North         East     Units Scale Factor Converg.
 JA0200;SPC IN E     -   373,660.651    58,624.678   MT  0.99998774   -0 17 47.3
 JA0200;SPC IN E     - 1,225,918.32    192,337.80   sFT  0.99998774   -0 17 47.3
 JA0200;UTM  16      - 4,274,198.912   574,722.289   MT  0.99966876   +0 32 08.3
 JA0200
 JA0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0200!SPC IN E     -   0.99996627  x   0.99998774  =   0.99995401
 JA0200!UTM  16      -   0.99996627  x   0.99966876  =   0.99963504
 JA0200
 JA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7472274198(NAD 83)
 JA0200
 JA0200                          SUPERSEDED SURVEY CONTROL
 JA0200
 JA0200  NAD 83(2007)-  38 36 47.36601(N)    086 08 30.24623(W) AD(2002.00) 1
 JA0200  ELLIP H (02/07/12)  215.020  (m)                       GP(2002.00) 5 2
 JA0200  NAVD 88             248.42   (m)          815.0    (f) LEVELING    3  
 JA0200  NGVD 29 (??/??/92)  248.530  (m)          815.39   (f) ADJ UNCH    1 2
 JA0200
 JA0200.Superseded values are not recommended for survey control.
 JA0200
 JA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0200.See file dsdata.pdf to determine how the superseded data were derived.
 JA0200
 JA0200_MARKER: DB = BENCH MARK DISK
 JA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0200_STAMPING: J 279 1949
 JA0200_MARK LOGO: CGS
 JA0200_PROJECTION: FLUSH
 JA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0200+STABILITY: SURFACE MOTION
 JA0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0200+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2014
 JA0200
 JA0200  HISTORY     - Date     Condition        Report By
 JA0200  HISTORY     - 1949     MONUMENTED       CGS
 JA0200  HISTORY     - 20110411 GOOD             INLAND
 JA0200  HISTORY     - 20120706 GOOD             FAMM
 JA0200  HISTORY     - 20120707 GOOD             FAMM
 JA0200  HISTORY     - 20140213 GOOD             INDOT
 JA0200
 JA0200                          STATION DESCRIPTION
 JA0200
 JA0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0200'3.4 MI NW FROM SALEM.
 JA0200'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0200'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.5
 JA0200'MILE SOUTH ALONG A GRAVEL ROAD, AT A CROSS ROAD, 83 FEET
 JA0200'NORTHWEST OF THE CENTER LINES OF THE ROADS AT THE CROSSING, 47
 JA0200'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 60, 30 FEET WEST
 JA0200'OF THE CENTER LINE OF THE ROAD NORTH, 23.7 FEET NORTHWEST OF THE
 JA0200'WEST END OF A 20-INCH PIPE CULVERT UNDER THE ROAD NORTH, 15 FEET
 JA0200'SOUTHWEST OF THE R/W MARKER POST, 8 FEET EAST OF A FENCE CORNER,
 JA0200'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 JA0200'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0200'PROJECTING 3 INCHES.
 JA0200
 JA0200                          STATION RECOVERY (2011)
 JA0200
 JA0200'RECOVERY NOTE BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 JA0200'RECOVERED AS DESCRIBED.
 JA0200
 JA0200                          STATION RECOVERY (2012)
 JA0200
 JA0200'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 JA0200'RECOVERED IN GOOD CONDITION.
 JA0200
 JA0200                          STATION RECOVERY (2012)
 JA0200
 JA0200'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 JA0200'RECOVERED IN GOOD CONDITION.
 JA0200
 JA0200                          STATION RECOVERY (2014)
 JA0200
 JA0200'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BR)
 JA0200'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0394 ***********************************************************************
 KA0394  DESIGNATION -  J 280
 KA0394  PID         -  KA0394
 KA0394  STATE/COUNTY-  IN/GREENE
 KA0394  COUNTRY     -  US
 KA0394  USGS QUAD   -  STANFORD (2019)
 KA0394
 KA0394                         *CURRENT SURVEY CONTROL
 KA0394  ______________________________________________________________________
 KA0394* NAD 83(1986) POSITION- 39 00 24.     (N) 086 44 03.     (W)   SCALED
 KA0394* NAVD 88 ORTHO HEIGHT -   252.438 (meters)      828.21  (feet) ADJUSTED
 KA0394  ______________________________________________________________________
 KA0394  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 KA0394  DYNAMIC HEIGHT  -        252.279 (meters)      827.69  (feet) COMP
 KA0394  MODELED GRAVITY -    979,992.3   (mgal)                       NAVD 88
 KA0394
 KA0394  VERT ORDER      -  FIRST     CLASS II
 KA0394
 KA0394.The horizontal coordinates were scaled from a map and have
 KA0394.an estimated accuracy of +/- 6 seconds.
 KA0394
 KA0394.The orthometric height was determined by differential leveling and
 KA0394.adjusted by the NATIONAL GEODETIC SURVEY
 KA0394.in June 1991.
 KA0394
 KA0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0394.GEOID18 height accuracy estimate available here.
 KA0394
 KA0394.Click photographs - Photos may exist for this station.
 KA0394
 KA0394.The dynamic height is computed by dividing the NAVD 88
 KA0394.geopotential number by the normal gravity value computed on the
 KA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0394.degrees latitude (g = 980.6199 gals.).
 KA0394
 KA0394.The modeled gravity was interpolated from observed gravity values.
 KA0394
 KA0394;                    North         East    Units  Estimated Accuracy
 KA0394;SPC IN W     -   417,290.      930,240.      MT  (+/- 180 meters Scaled)
 KA0394
 KA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ230175(NAD 83)
 KA0394
 KA0394                          SUPERSEDED SURVEY CONTROL
 KA0394
 KA0394  NGVD 29 (??/??/92)  252.559  (m)          828.60   (f) ADJ UNCH    1 2
 KA0394
 KA0394.Superseded values are not recommended for survey control.
 KA0394
 KA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0394.See file dsdata.pdf to determine how the superseded data were derived.
 KA0394
 KA0394_MARKER: DB = BENCH MARK DISK
 KA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0394_STAMPING: J 280 1949
 KA0394_MARK LOGO: CGS
 KA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0394+STABILITY: SURFACE MOTION
 KA0394
 KA0394  HISTORY     - Date     Condition        Report By
 KA0394  HISTORY     - 1949     MONUMENTED       CGS
 KA0394
 KA0394                          STATION DESCRIPTION
 KA0394
 KA0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0394'1.2 MI S FROM CINCINNATI.
 KA0394'1.25 MILES SOUTH ALONG STATE HIGWAY 45 FROM THE CHRISTIAN
 KA0394'CHURCH AT CINCINNATI, ABOUT 0.35 MILE SOUTHWEST OF A CROSS ROAD,
 KA0394'ABOUT 90 YARDS SOUTH AND ACROSS THE HIGHWAY FROM A TIN SHED ON
 KA0394'THE TOP OF A HILL, 81 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 KA0394'NORTHEAST END OF A GUARD RAIL, 39 FEET SOUTHEAST OF THE CENTER LINE
 KA0394'OF THE HIGHWAY, 15 FEET SOUTHEAST OF A 6-INCH LONE HICKORY
 KA0394'TREE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA0394'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 KA0394'CONCRETE POST PROJECTING 4 INCHES.  ABOUT 0.8 MILE SOUTH OF THE
 KA0394'SOUTHEAST JUNCTION OF STATE HIGHWAYS 45 AND 54.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0777 ***********************************************************************
 JA0777  DESIGNATION -  J 281
 JA0777  PID         -  JA0777
 JA0777  STATE/COUNTY-  IN/LAWRENCE
 JA0777  COUNTRY     -  US
 JA0777  USGS QUAD   -  BEDFORD WEST (2019)
 JA0777
 JA0777                         *CURRENT SURVEY CONTROL
 JA0777  ______________________________________________________________________
 JA0777* NAD 83(1986) POSITION- 38 49 29.     (N) 086 30 05.     (W)   SCALED
 JA0777* NAVD 88 ORTHO HEIGHT -   158.402 (meters)      519.69  (feet) ADJUSTED
 JA0777  ______________________________________________________________________
 JA0777  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 JA0777  DYNAMIC HEIGHT  -        158.303 (meters)      519.37  (feet) COMP
 JA0777  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 JA0777
 JA0777  VERT ORDER      -  FIRST     CLASS II
 JA0777
 JA0777.The horizontal coordinates were scaled from a map and have
 JA0777.an estimated accuracy of +/- 6 seconds.
 JA0777
 JA0777.The orthometric height was determined by differential leveling and
 JA0777.adjusted by the NATIONAL GEODETIC SURVEY
 JA0777.in June 1991.
 JA0777
 JA0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0777.GEOID18 height accuracy estimate available here.
 JA0777
 JA0777.Click photographs - Photos may exist for this station.
 JA0777
 JA0777.The dynamic height is computed by dividing the NAVD 88
 JA0777.geopotential number by the normal gravity value computed on the
 JA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0777.degrees latitude (g = 980.6199 gals.).
 JA0777
 JA0777.The modeled gravity was interpolated from observed gravity values.
 JA0777
 JA0777;                    North         East    Units  Estimated Accuracy
 JA0777;SPC IN W     -   397,200.      950,530.      MT  (+/- 180 meters Scaled)
 JA0777
 JA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH432974(NAD 83)
 JA0777
 JA0777                          SUPERSEDED SURVEY CONTROL
 JA0777
 JA0777  NGVD 29 (??/??/92)  158.517  (m)          520.07   (f) ADJ UNCH    1 2
 JA0777
 JA0777.Superseded values are not recommended for survey control.
 JA0777
 JA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0777.See file dsdata.pdf to determine how the superseded data were derived.
 JA0777
 JA0777_MARKER: DB = BENCH MARK DISK
 JA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0777_STAMPING: J 281 1949
 JA0777_MARK LOGO: CGS
 JA0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0777+STABILITY: SURFACE MOTION
 JA0777
 JA0777  HISTORY     - Date     Condition        Report By
 JA0777  HISTORY     - 1949     MONUMENTED       CGS
 JA0777
 JA0777                          STATION DESCRIPTION
 JA0777
 JA0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0777'3 MI S FROM BEDFORD.
 JA0777'ABOUT 3.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0777'LOUISVILLE RAILROAD FROM THE STATION AT BEDFORD, SET IN THE
 JA0777'SOUTHEAST QUARTER OF A ROAD CROSSING, AT THE JUNCTION OF A ROAD
 JA0777'SOUTH TO A SAND PIT AND THE CROSSROAD, 80 FEET EAST OF THE EAST
 JA0777'RAIL OF THE MAIN TRACK, 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 JA0777'OF AN IMMITATION BRICK HOUSE, 28 FEET SOUTH OF THE CENTER LINE
 JA0777'OF THE ROAD EAST-WEST, 26 FEET EAST OF THE CENTER LINE OF THE
 JA0777'ROAD SOUTH TO THE SAND PIT, 2 FEET NORTH OF A WHITE WOODEN
 JA0777'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 JA0777'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  MARK CAN ALSO
 JA0777'BE REACHED BY GOING ABOUT 3.2 MILES SOUTHWEST ALONG HIGHWAY 50
 JA0777'FROM THE CITY HALL AT BEDFORD, THENCE ABOUT 0.8 MILE SOUTHEAST
 JA0777'ALONG A GRAVEL ROAD TO THE CROSSING OF THE RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1206 ***********************************************************************
 JA1206  DESIGNATION -  J 283
 JA1206  PID         -  JA1206
 JA1206  STATE/COUNTY-  IN/POSEY
 JA1206  COUNTRY     -  US
 JA1206  USGS QUAD   -  NEW HARMONY (2019)
 JA1206
 JA1206                         *CURRENT SURVEY CONTROL
 JA1206  ______________________________________________________________________
 JA1206* NAD 83(1986) POSITION- 38 10 51.     (N) 087 56 28.     (W)   SCALED
 JA1206* NAVD 88 ORTHO HEIGHT -   115.212 (meters)      377.99  (feet) ADJUSTED
 JA1206  ______________________________________________________________________
 JA1206  GEOID HEIGHT    -        -30.889 (meters)                     GEOID18
 JA1206  DYNAMIC HEIGHT  -        115.136 (meters)      377.74  (feet) COMP
 JA1206  MODELED GRAVITY -    979,962.3   (mgal)                       NAVD 88
 JA1206
 JA1206  VERT ORDER      -  FIRST     CLASS II
 JA1206
 JA1206.The horizontal coordinates were scaled from a map and have
 JA1206.an estimated accuracy of +/- 6 seconds.
 JA1206
 JA1206.The orthometric height was determined by differential leveling and
 JA1206.adjusted by the NATIONAL GEODETIC SURVEY
 JA1206.in June 1991.
 JA1206
 JA1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1206.GEOID18 height accuracy estimate available here.
 JA1206
 JA1206.Click photographs - Photos may exist for this station.
 JA1206
 JA1206.The dynamic height is computed by dividing the NAVD 88
 JA1206.geopotential number by the normal gravity value computed on the
 JA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1206.degrees latitude (g = 980.6199 gals.).
 JA1206
 JA1206.The modeled gravity was interpolated from observed gravity values.
 JA1206
 JA1206;                    North         East    Units  Estimated Accuracy
 JA1206;SPC IN W     -   325,910.      824,850.      MT  (+/- 180 meters Scaled)
 JA1206
 JA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH175262(NAD 83)
 JA1206
 JA1206                          SUPERSEDED SURVEY CONTROL
 JA1206
 JA1206  NGVD 29 (??/??/92)  115.338  (m)          378.40   (f) ADJ UNCH    1 2
 JA1206
 JA1206.Superseded values are not recommended for survey control.
 JA1206
 JA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1206.See file dsdata.pdf to determine how the superseded data were derived.
 JA1206
 JA1206_MARKER: DB = BENCH MARK DISK
 JA1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1206_STAMPING: J 283 1954
 JA1206_MARK LOGO: CGS
 JA1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1206+STABILITY: SURFACE MOTION
 JA1206
 JA1206  HISTORY     - Date     Condition        Report By
 JA1206  HISTORY     - 1954     MONUMENTED       CGS
 JA1206
 JA1206                          STATION DESCRIPTION
 JA1206
 JA1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1206'6.8 MI N FROM NEW HARMONY.
 JA1206'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE NEW HARMONY
 JA1206'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1206'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1206'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1206'GRAVEL ROAD, THENCE ABOUT 0.75 MILE WEST AND NORTHWEST ALONG A
 JA1206'FARM ROAD, ABOUT 0.25 MILE WEST-NORTHWEST OF A ROAD LEADING
 JA1206'NORTH, 15 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, 276 FEET
 JA1206'WEST-NORTHWEST OF THE WEST CORNER OF A LARGE CORN CRIB, 109
 JA1206'FEET SOUTHEAST OF THE SOUTHEAST ONE OF TWO 48-INCH PECAN TREES,
 JA1206'87 1/2 FEET SOUTHWEST OF A 3-INCH PIPE WELL PROJECTING 3 1/2
 JA1206'FEET, 11 FEET SOUTH OF A TRIANGULAR BLAZED 20-INCH FORKED MAPLE
 JA1206'TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1206'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JA1206'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1190 ***********************************************************************
 JA1190  DESIGNATION -  J 284
 JA1190  PID         -  JA1190
 JA1190  STATE/COUNTY-  IN/GIBSON
 JA1190  COUNTRY     -  US
 JA1190  USGS QUAD   -  GRAYVILLE (2018)
 JA1190
 JA1190                         *CURRENT SURVEY CONTROL
 JA1190  ______________________________________________________________________
 JA1190* NAD 83(1986) POSITION- 38 16 12.     (N) 087 55 13.     (W)   SCALED
 JA1190* NAVD 88 ORTHO HEIGHT -   116.097 (meters)      380.89  (feet) ADJUSTED
 JA1190  ______________________________________________________________________
 JA1190  GEOID HEIGHT    -        -30.995 (meters)                     GEOID18
 JA1190  DYNAMIC HEIGHT  -        116.021 (meters)      380.65  (feet) COMP
 JA1190  MODELED GRAVITY -    979,973.7   (mgal)                       NAVD 88
 JA1190
 JA1190  VERT ORDER      -  FIRST     CLASS II
 JA1190
 JA1190.The horizontal coordinates were scaled from a map and have
 JA1190.an estimated accuracy of +/- 6 seconds.
 JA1190
 JA1190.The orthometric height was determined by differential leveling and
 JA1190.adjusted by the NATIONAL GEODETIC SURVEY
 JA1190.in June 1991.
 JA1190
 JA1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1190.GEOID18 height accuracy estimate available here.
 JA1190
 JA1190.Click photographs - Photos may exist for this station.
 JA1190
 JA1190.The dynamic height is computed by dividing the NAVD 88
 JA1190.geopotential number by the normal gravity value computed on the
 JA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1190.degrees latitude (g = 980.6199 gals.).
 JA1190
 JA1190.The modeled gravity was interpolated from observed gravity values.
 JA1190
 JA1190;                    North         East    Units  Estimated Accuracy
 JA1190;SPC IN W     -   335,790.      826,760.      MT  (+/- 180 meters Scaled)
 JA1190
 JA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH194361(NAD 83)
 JA1190
 JA1190                          SUPERSEDED SURVEY CONTROL
 JA1190
 JA1190  NGVD 29 (??/??/92)  116.227  (m)          381.32   (f) ADJ UNCH    1 2
 JA1190
 JA1190.Superseded values are not recommended for survey control.
 JA1190
 JA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1190.See file dsdata.pdf to determine how the superseded data were derived.
 JA1190
 JA1190_MARKER: DB = BENCH MARK DISK
 JA1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1190_STAMPING: J 284 1954
 JA1190_MARK LOGO: CGS
 JA1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1190+STABILITY: SURFACE MOTION
 JA1190
 JA1190  HISTORY     - Date     Condition        Report By
 JA1190  HISTORY     - 1954     MONUMENTED       CGS
 JA1190
 JA1190                          STATION DESCRIPTION
 JA1190
 JA1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1190'6.9 MI SW FROM CROWLEYVILLE.
 JA1190'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1190'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES NORTH
 JA1190'AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH ALONG
 JA1190'A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL ROAD,
 JA1190'THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD PARALLELING THE
 JA1190'LEFT BANK OF WABASH RIVER, THENCE ABOUT 0.65 MILE NORTHWEST
 JA1190'ALONG A DIM ROAD AND RIVER LEVEE (NO TRUCK TRAVEL) LOCATED ON
 JA1190'THE OUTSIDE OF A TURN IN THE LEVEE WITH TANGENTS EXTENDING NORTH
 JA1190'AND EAST, 65 FEET EAST OF CENTER LINE OF A ROAD NORTH, 56 FEET
 JA1190'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 14 FEET NORTH OF
 JA1190'CENTER LINE OF A DIM ROAD EAST PARALLELING THE LEVEE FOR A SHORT
 JA1190'DISTANCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1190'2 FEET ABOVE LEVEL OF ROAD NORTH AND SET IN THE TOP OF A CONCRETE
 JA1190'POST PROJECTING 3 INCHES.  NOTE-- FROM THIS POINT TO DRIVE TO
 JA1190'MARK CONTINUE SOUTH ALONG ROAD FOR ABOUT 0.5 MILE, THENCE ABOUT
 JA1190'0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTH
 JA1190'ALONG A GRAVEL ROAD TO LEVEE AND MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1332 ***********************************************************************
 JA1332  DESIGNATION -  J 285
 JA1332  PID         -  JA1332
 JA1332  STATE/COUNTY-  IN/KNOX
 JA1332  COUNTRY     -  US
 JA1332  USGS QUAD   -  VINCENNES (2019)
 JA1332
 JA1332                         *CURRENT SURVEY CONTROL
 JA1332  ______________________________________________________________________
 JA1332* NAD 83(1986) POSITION- 38 40 26.63   (N) 087 33 13.69   (W)   HD_HELD1
 JA1332* NAVD 88 ORTHO HEIGHT -   125.822 (meters)      412.80  (feet) ADJUSTED
 JA1332  ______________________________________________________________________
 JA1332  GEOID HEIGHT    -        -31.735 (meters)                     GEOID18
 JA1332  DYNAMIC HEIGHT  -        125.745 (meters)      412.55  (feet) COMP
 JA1332  MODELED GRAVITY -    980,010.8   (mgal)                       NAVD 88
 JA1332
 JA1332  VERT ORDER      -  FIRST     CLASS II
 JA1332
 JA1332.The horizontal coordinates were determined by differentially corrected
 JA1332.hand held GPS observations or other comparable positioning techniques
 JA1332.and have an estimated accuracy of +/- 3 meters.
 JA1332
 JA1332.The orthometric height was determined by differential leveling and
 JA1332.adjusted by the NATIONAL GEODETIC SURVEY
 JA1332.in June 1991.
 JA1332
 JA1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1332.GEOID18 height accuracy estimate available here.
 JA1332
 JA1332.Click photographs - Photos may exist for this station.
 JA1332
 JA1332.The dynamic height is computed by dividing the NAVD 88
 JA1332.geopotential number by the normal gravity value computed on the
 JA1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1332.degrees latitude (g = 980.6199 gals.).
 JA1332
 JA1332.The modeled gravity was interpolated from observed gravity values.
 JA1332
 JA1332;                    North         East    Units  Estimated Accuracy
 JA1332;SPC IN W     -   380,419.6     859,059.9     MT  (+/- 3 meters HH1 GPS) 
 JA1332
 JA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5182580753(NAD 83)
 JA1332
 JA1332                          SUPERSEDED SURVEY CONTROL
 JA1332
 JA1332  NGVD 29 (??/??/92)  125.956  (m)          413.24   (f) ADJ UNCH    1 2
 JA1332
 JA1332.Superseded values are not recommended for survey control.
 JA1332
 JA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1332.See file dsdata.pdf to determine how the superseded data were derived.
 JA1332
 JA1332_MARKER: DB = BENCH MARK DISK
 JA1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1332_STAMPING: J 285 1954
 JA1332_MARK LOGO: CGS
 JA1332_PROJECTION: PROJECTING
 JA1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1332+STABILITY: SURFACE MOTION
 JA1332
 JA1332  HISTORY     - Date     Condition        Report By
 JA1332  HISTORY     - 1954     MONUMENTED       CGS
 JA1332
 JA1332                          STATION DESCRIPTION
 JA1332
 JA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1332'1 MI SW FROM VINCENNES.
 JA1332'ABOUT 1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE LEFT
 JA1332'BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK MEMORIAL AT
 JA1332'VINCENNES, ABOUT 0.6 MILE WEST OF SEWAGE DISPOSAL PLANT OF CITY
 JA1332'OF VINCENNES, ABOUT 0.2 MILE WEST OF A DRIVE SOUTH OF A FARM
 JA1332'HOUSE, ABOUT 0.55 MILE EAST-NORTHEAST OF A ROAD LEADING SOUTH,
 JA1332'ABOUT 0.35 MILE EAST-NORTHEAST OF A SMALL GROVE OF TREES WHICH
 JA1332'IS ON SOUTH SIDE OF ROAD, 21 FEET SOUTH OF CENTER LINE OF ROAD,
 JA1332'4 FEET NORTH OF TELEPHONE POLE NO. 26, 2 FEET WEST OF A WHITE
 JA1332'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF THE ROAD AND
 JA1332'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1144 ***********************************************************************
 ME1144  DESIGNATION -  J 286 RESET
 ME1144  PID         -  ME1144
 ME1144  STATE/COUNTY-  IN/LAKE
 ME1144  COUNTRY     -  US
 ME1144  USGS QUAD   -  SCHNEIDER (2019)
 ME1144
 ME1144                         *CURRENT SURVEY CONTROL
 ME1144  ______________________________________________________________________
 ME1144* NAD 83(1986) POSITION- 41 14 55.     (N) 087 28 38.     (W)   SCALED
 ME1144* NAVD 88 ORTHO HEIGHT -   202.92  (meters)      665.7   (feet) RESET
 ME1144  ______________________________________________________________________
 ME1144  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 ME1144  VERT ORDER      -  THIRD
 ME1144
 ME1144.The horizontal coordinates were scaled from a map and have
 ME1144.an estimated accuracy of +/- 6 seconds.
 ME1144
 ME1144.The orthometric height was computed from unverified reset data.
 ME1144
 ME1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1144.GEOID18 height accuracy estimate available here.
 ME1144
 ME1144.Click photographs - Photos may exist for this station.
 ME1144
 ME1144;                    North         East    Units  Estimated Accuracy
 ME1144;SPC IN W     -   666,240.      866,990.      MT  (+/- 180 meters Scaled)
 ME1144
 ME1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL600664(NAD 83)
 ME1144
 ME1144                          SUPERSEDED SURVEY CONTROL
 ME1144
 ME1144.No superseded survey control is available for this station.
 ME1144
 ME1144_MARKER: DB = BENCH MARK DISK
 ME1144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1144_SP_SET: CURB
 ME1144_STAMPING: J 286 RESET 1960
 ME1144_MARK LOGO: CGS
 ME1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1144
 ME1144  HISTORY     - Date     Condition        Report By
 ME1144  HISTORY     - 1960     MONUMENTED       INHD
 ME1144
 ME1144                          STATION DESCRIPTION
 ME1144
 ME1144'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 ME1144'0.8 MI W FROM BELSHAW.
 ME1144'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 ME1144'THE NEW YORK CENTRAL RAILROAD AT BELSHAW, AND SET IN LIFTING
 ME1144'INSERT HOLE IN TOP OF NORTH CURB OF WIDENED PORTION OF BRIDGE
 ME1144'AT A POINT 2 FT-6 IN EAST OF WEST END OF SAID CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1294 ***********************************************************************
 JA1294  DESIGNATION -  J 292
 JA1294  PID         -  JA1294
 JA1294  STATE/COUNTY-  IN/SULLIVAN
 JA1294  COUNTRY     -  US
 JA1294  USGS QUAD   -  HEATHSVILLE (2018)
 JA1294
 JA1294                         *CURRENT SURVEY CONTROL
 JA1294  ______________________________________________________________________
 JA1294* NAD 83(1986) POSITION- 38 55 16.     (N) 087 31 09.     (W)   SCALED
 JA1294* NAVD 88 ORTHO HEIGHT -   130.594 (meters)      428.46  (feet) ADJUSTED
 JA1294  ______________________________________________________________________
 JA1294  GEOID HEIGHT    -        -31.986 (meters)                     GEOID18
 JA1294  DYNAMIC HEIGHT  -        130.516 (meters)      428.20  (feet) COMP
 JA1294  MODELED GRAVITY -    980,028.7   (mgal)                       NAVD 88
 JA1294
 JA1294  VERT ORDER      -  FIRST     CLASS II
 JA1294
 JA1294.The horizontal coordinates were scaled from a map and have
 JA1294.an estimated accuracy of +/- 6 seconds.
 JA1294
 JA1294.The orthometric height was determined by differential leveling and
 JA1294.adjusted by the NATIONAL GEODETIC SURVEY
 JA1294.in June 1991.
 JA1294
 JA1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1294.GEOID18 height accuracy estimate available here.
 JA1294
 JA1294.Click photographs - Photos may exist for this station.
 JA1294
 JA1294.The dynamic height is computed by dividing the NAVD 88
 JA1294.geopotential number by the normal gravity value computed on the
 JA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1294.degrees latitude (g = 980.6199 gals.).
 JA1294
 JA1294.The modeled gravity was interpolated from observed gravity values.
 JA1294
 JA1294;                    North         East    Units  Estimated Accuracy
 JA1294;SPC IN W     -   407,830.      862,210.      MT  (+/- 180 meters Scaled)
 JA1294
 JA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ549081(NAD 83)
 JA1294
 JA1294                          SUPERSEDED SURVEY CONTROL
 JA1294
 JA1294  NGVD 29 (??/??/92)  130.725  (m)          428.89   (f) ADJ UNCH    1 2
 JA1294
 JA1294.Superseded values are not recommended for survey control.
 JA1294
 JA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1294.See file dsdata.pdf to determine how the superseded data were derived.
 JA1294
 JA1294_MARKER: DB = BENCH MARK DISK
 JA1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1294_SP_SET: BUILDING
 JA1294_STAMPING: J 292 1956
 JA1294_MARK LOGO: CGS
 JA1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1294
 JA1294  HISTORY     - Date     Condition        Report By
 JA1294  HISTORY     - 1956     MONUMENTED       CGS
 JA1294
 JA1294                          STATION DESCRIPTION
 JA1294
 JA1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1294'7.5 MI NW FROM OAKTOWN.
 JA1294'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1294'OAKTOWN, THENCE ABOUT 0.65 MILE WEST, ABOUT 0.55 MILE NORTH AND
 JA1294'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8
 JA1294'MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST AND
 JA1294'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE NORTH ALONG
 JA1294'A GRAVEL ROAD, THENCE ABOUT 0.95 MILE WEST AND NORTHWEST ALONG A
 JA1294'GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF BRIDGE OVER LITTLE BUSSERON
 JA1294'CREEK, AT OLD SHELTON SCHOOL (NOW USED AS A RESIDENCE), SET
 JA1294'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF OLD
 JA1294'SCHOOL BUILDING, 51 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT
 JA1294'NORTH OF SOUTHEAST CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
 JA1294'NOTE-- MARK IS ABOUT ON LINE BETWEEN SECTIONS 33 AND 34, T.6 N.,
 JA1294'R.10 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2088 ***********************************************************************
 KA2088  DESIGNATION -  J 293 RESET
 KA2088  PID         -  KA2088
 KA2088  STATE/COUNTY-  IN/VIGO
 KA2088  COUNTRY     -  US
 KA2088  USGS QUAD   -  TERRE HAUTE (2019)
 KA2088
 KA2088                         *CURRENT SURVEY CONTROL
 KA2088  ______________________________________________________________________
 KA2088* NAD 83(1986) POSITION- 39 23 51.5    (N) 087 27 06.4    (W)   HD_HELD2
 KA2088* NAVD 88 ORTHO HEIGHT -   147.54  (meters)      484.1   (feet) RESET
 KA2088  ______________________________________________________________________
 KA2088  GEOID HEIGHT    -        -32.579 (meters)                     GEOID18
 KA2088  VERT ORDER      -  THIRD
 KA2088
 KA2088.The horizontal coordinates were established by autonomous hand held GPS
 KA2088.observations and have an estimated accuracy of +/- 10 meters.
 KA2088
 KA2088.The orthometric height was computed from unverified reset data.
 KA2088
 KA2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2088.GEOID18 height accuracy estimate available here.
 KA2088
 KA2088.Click photographs - Photos may exist for this station.
 KA2088
 KA2088;                    North         East    Units  Estimated Accuracy
 KA2088;SPC IN W     -   460,705.      868,263.      MT  (+/- 10 meters HH2 GPS)
 KA2088
 KA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6109961001(NAD 83)
 KA2088
 KA2088                          SUPERSEDED SURVEY CONTROL
 KA2088
 KA2088  NGVD 29 (08/22/16)  147.64   (m)          484.4    (f) RESET       3  
 KA2088
 KA2088.Superseded values are not recommended for survey control.
 KA2088
 KA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2088.See file dsdata.pdf to determine how the superseded data were derived.
 KA2088
 KA2088_MARKER: DV = VERTICAL CONTROL DISK
 KA2088_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA2088_SP_SET: BRIDGE ABUTMENT
 KA2088_STAMPING: J 293 RESET
 KA2088_MARK LOGO: NGS
 KA2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2088+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA2088
 KA2088  HISTORY     - Date     Condition        Report By
 KA2088  HISTORY     - 1993     MONUMENTED       INHD
 KA2088  HISTORY     - 20200520 GOOD             MCA
 KA2088
 KA2088                          STATION DESCRIPTION
 KA2088
 KA2088'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1993
 KA2088'IN TERRE HAUTE, PROCEED SOUTH ON STATE ROAD 63 TO THE BRIDGE OVER
 KA2088'HONEY CREEK, MM 25+84, SEC 18, T 11 N, R 9 W, SET IN THE TOP OF
 KA2088'NORTHWEST WINGWALL, 3 FEET (0.9 M) WEST OF GUARD RAIL ON WEST SIDE OF
 KA2088'SR 63, 143 FEET (43.6 M) NORTH AND 32 FEET (9.8 M) WEST OF MILE
 KA2088'MARKER 25+84, 1 FOOT (0.3 M) FROM THE NORTH END OF THE WEST BARRIER
 KA2088'RAIL OF THE BRIDGE OVER HONEY CREEK.
 KA2088
 KA2088                          STATION RECOVERY (2020)
 KA2088
 KA2088'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA2088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1259 ***********************************************************************
 KA1259  DESIGNATION -  J 294
 KA1259  PID         -  KA1259
 KA1259  STATE/COUNTY-  IN/VIGO
 KA1259  COUNTRY     -  US
 KA1259  USGS QUAD   -  DENNISON (2018)
 KA1259
 KA1259                         *CURRENT SURVEY CONTROL
 KA1259  ______________________________________________________________________
 KA1259* NAD 83(1986) POSITION- 39 28 18.     (N) 087 30 53.     (W)   SCALED
 KA1259* NAVD 88 ORTHO HEIGHT -   151.872 (meters)      498.27  (feet) ADJUSTED
 KA1259  ______________________________________________________________________
 KA1259  GEOID HEIGHT    -        -32.520 (meters)                     GEOID18
 KA1259  DYNAMIC HEIGHT  -        151.786 (meters)      497.98  (feet) COMP
 KA1259  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 KA1259
 KA1259  VERT ORDER      -  FIRST     CLASS II
 KA1259
 KA1259.The horizontal coordinates were scaled from a map and have
 KA1259.an estimated accuracy of +/- 6 seconds.
 KA1259
 KA1259.The orthometric height was determined by differential leveling and
 KA1259.adjusted by the NATIONAL GEODETIC SURVEY
 KA1259.in June 1991.
 KA1259
 KA1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1259.GEOID18 height accuracy estimate available here.
 KA1259
 KA1259.Click photographs - Photos may exist for this station.
 KA1259
 KA1259.The dynamic height is computed by dividing the NAVD 88
 KA1259.geopotential number by the normal gravity value computed on the
 KA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1259.degrees latitude (g = 980.6199 gals.).
 KA1259
 KA1259.The modeled gravity was interpolated from observed gravity values.
 KA1259
 KA1259;                    North         East    Units  Estimated Accuracy
 KA1259;SPC IN W     -   468,950.      862,880.      MT  (+/- 180 meters Scaled)
 KA1259
 KA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ557692(NAD 83)
 KA1259
 KA1259                          SUPERSEDED SURVEY CONTROL
 KA1259
 KA1259  NGVD 29 (??/??/92)  151.974  (m)          498.60   (f) ADJ UNCH    1 2
 KA1259
 KA1259.Superseded values are not recommended for survey control.
 KA1259
 KA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1259.See file dsdata.pdf to determine how the superseded data were derived.
 KA1259
 KA1259_MARKER: DB = BENCH MARK DISK
 KA1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1259_SP_SET: BRIDGE
 KA1259_STAMPING: J 294 1956
 KA1259_MARK LOGO: CGS
 KA1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1259
 KA1259  HISTORY     - Date     Condition        Report By
 KA1259  HISTORY     - 1956     MONUMENTED       CGS
 KA1259  HISTORY     - 1959     GOOD             CGS
 KA1259
 KA1259                          STATION DESCRIPTION
 KA1259
 KA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1259'3.9 MI W FROM WEST TERRE HAUTE.
 KA1259'3.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA1259'AT WEST TERRE HAUTE, IN SECTION 22, T. 12 N., R. 10 W., ABOUT
 KA1259'17 1/2 RAILS EAST OF A ROAD CROSSING, IN THE TOP OF THE SOUTH
 KA1259'END OF THE CENTER CONCRETE PIER OF THE RAILROAD BRIDGE NUMBER
 KA1259'78.99 OVER SUGAR CREEK, 16 FEET SOUTH OF THE SOUTH RAIL, 91
 KA1259'FEET EAST AND ACROSS THE TRACK FROM MILE POST 79, 69 FEET EAST OF
 KA1259'THE WEST END OF THE BRIDGE, 2 FEET NORTH OF THE SOUTH END OF THE
 KA1259'PIER AND ABOUT 8 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0460 ***********************************************************************
 JA0460  DESIGNATION -  J 306
 JA0460  PID         -  JA0460
 JA0460  STATE/COUNTY-  IN/HARRISON
 JA0460  COUNTRY     -  US
 JA0460  USGS QUAD   -  MAUCKPORT (2019)
 JA0460
 JA0460                         *CURRENT SURVEY CONTROL
 JA0460  ______________________________________________________________________
 JA0460* NAD 83(1986) POSITION- 38 01 02.     (N) 086 10 13.     (W)   SCALED
 JA0460* NAVD 88 ORTHO HEIGHT -   130.834 (meters)      429.24  (feet) ADJUSTED
 JA0460  ______________________________________________________________________
 JA0460  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 JA0460  DYNAMIC HEIGHT  -        130.742 (meters)      428.94  (feet) COMP
 JA0460  MODELED GRAVITY -    979,922.8   (mgal)                       NAVD 88
 JA0460
 JA0460  VERT ORDER      -  FIRST     CLASS II
 JA0460
 JA0460.The horizontal coordinates were scaled from a map and have
 JA0460.an estimated accuracy of +/- 6 seconds.
 JA0460
 JA0460.The orthometric height was determined by differential leveling and
 JA0460.adjusted by the NATIONAL GEODETIC SURVEY
 JA0460.in June 1991.
 JA0460
 JA0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0460.GEOID18 height accuracy estimate available here.
 JA0460
 JA0460.Click photographs - Photos may exist for this station.
 JA0460
 JA0460.The dynamic height is computed by dividing the NAVD 88
 JA0460.geopotential number by the normal gravity value computed on the
 JA0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0460.degrees latitude (g = 980.6199 gals.).
 JA0460
 JA0460.The modeled gravity was interpolated from observed gravity values.
 JA0460
 JA0460;                    North         East    Units  Estimated Accuracy
 JA0460;SPC IN E     -   307,530.       55,780.      MT  (+/- 180 meters Scaled)
 JA0460
 JA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH728080(NAD 83)
 JA0460
 JA0460                          SUPERSEDED SURVEY CONTROL
 JA0460
 JA0460  NGVD 29 (??/??/92)  130.951  (m)          429.63   (f) ADJ UNCH    1 2
 JA0460
 JA0460.Superseded values are not recommended for survey control.
 JA0460
 JA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0460.See file dsdata.pdf to determine how the superseded data were derived.
 JA0460
 JA0460_MARKER: DB = BENCH MARK DISK
 JA0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0460_STAMPING: J 306 1964
 JA0460_MARK LOGO: CGS
 JA0460_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0460
 JA0460  HISTORY     - Date     Condition        Report By
 JA0460  HISTORY     - 1964     MONUMENTED       CGS
 JA0460  HISTORY     - 1965     GOOD             CGS
 JA0460
 JA0460                          STATION DESCRIPTION
 JA0460
 JA0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0460'1.7 MI E FROM MAUCKPORT.
 JA0460'1.7 MILES EAST ALONG STATE HIGHWAY 135 FROM THE HIGHWAY BRIDGE
 JA0460'OVER LICK RUN AT MAUCKPORT, ABOUT 0.25 MILE WEST OF THE JUNCTION
 JA0460'OF STATE HIGHWAY 11, AT A S CURVE IN THE ROAD, 1.0 FOOT EAST OF
 JA0460'THE NORTH END OF A CIVIL WAR MARKER, 225.0 FEET EAST OF THE
 JA0460'SOUTHEAST CORNER OF A HOUSE PRESENTLY OWNED BY MR. CHAS SHERMAN,
 JA0460'28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 JA0460'THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JA0460'PROJECTING 3 INCHES AND PROTECTED BY A 4 INCH TILE PROJECTING
 JA0460'4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 86 FEET.
 JA0460'SEC 2 T 6 S R 3 E.
 JA0460
 JA0460                          STATION RECOVERY (1965)
 JA0460
 JA0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0659 ***********************************************************************
 JA0659  DESIGNATION -  J 309
 JA0659  PID         -  JA0659
 JA0659  STATE/COUNTY-  IN/LAWRENCE
 JA0659  COUNTRY     -  US
 JA0659  USGS QUAD   -  HURON (2019)
 JA0659
 JA0659                         *CURRENT SURVEY CONTROL
 JA0659  ______________________________________________________________________
 JA0659* NAD 83(1986) POSITION- 38 43 06.     (N) 086 38 09.     (W)   SCALED
 JA0659* NAVD 88 ORTHO HEIGHT -   178.854 (meters)      586.79  (feet) ADJUSTED
 JA0659  ______________________________________________________________________
 JA0659  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 JA0659  DYNAMIC HEIGHT  -        178.739 (meters)      586.41  (feet) COMP
 JA0659  MODELED GRAVITY -    979,984.3   (mgal)                       NAVD 88
 JA0659
 JA0659  VERT ORDER      -  FIRST     CLASS II
 JA0659
 JA0659.The horizontal coordinates were scaled from a map and have
 JA0659.an estimated accuracy of +/- 6 seconds.
 JA0659
 JA0659.The orthometric height was determined by differential leveling and
 JA0659.adjusted by the NATIONAL GEODETIC SURVEY
 JA0659.in June 1991.
 JA0659
 JA0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0659.GEOID18 height accuracy estimate available here.
 JA0659
 JA0659.Click photographs - Photos may exist for this station.
 JA0659
 JA0659.The dynamic height is computed by dividing the NAVD 88
 JA0659.geopotential number by the normal gravity value computed on the
 JA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0659.degrees latitude (g = 980.6199 gals.).
 JA0659
 JA0659.The modeled gravity was interpolated from observed gravity values.
 JA0659
 JA0659;                    North         East    Units  Estimated Accuracy
 JA0659;SPC IN W     -   385,320.      938,920.      MT  (+/- 180 meters Scaled)
 JA0659
 JA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH316855(NAD 83)
 JA0659
 JA0659                          SUPERSEDED SURVEY CONTROL
 JA0659
 JA0659  NGVD 29 (??/??/92)  178.977  (m)          587.19   (f) ADJ UNCH    1 2
 JA0659
 JA0659.Superseded values are not recommended for survey control.
 JA0659
 JA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0659.See file dsdata.pdf to determine how the superseded data were derived.
 JA0659
 JA0659_MARKER: DB = BENCH MARK DISK
 JA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0659_STAMPING: J 309 1965
 JA0659_MARK LOGO: CGS
 JA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0659+STABILITY: SURFACE MOTION
 JA0659
 JA0659  HISTORY     - Date     Condition        Report By
 JA0659  HISTORY     - 1965     MONUMENTED       CGS
 JA0659
 JA0659                          STATION DESCRIPTION
 JA0659
 JA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0659'2.2 MI E FROM HURON.
 JA0659'ABOUT 2.15 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0659'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 4,
 JA0659'T 3 N, R 2 W, 5 POLES WEST OF MILEPOST 135-30, 8 RAILS NORTH OF
 JA0659'A CROSSING OF THE RAILROAD AND ROAD NUMBER 835W, 29 FEET NORTH
 JA0659'OF THE NORTH RAIL, 78 FEET NORTH AND ACROSS THE TRACK FROM A
 JA0659'CONCRETE POST SUPPORTING A SIGNAL BOX, 68 FEET SOUTH OF THE
 JA0659'CENTER LINE OF STATE HIGHWAY 60, 1.7 FEET WEST OF A METAL WITNESS
 JA0659'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JA0659'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0731 ***********************************************************************
 LB0731  DESIGNATION -  J 31
 LB0731  PID         -  LB0731
 LB0731  STATE/COUNTY-  IN/TIPPECANOE
 LB0731  COUNTRY     -  US
 LB0731  USGS QUAD   -  STOCKWELL (2019)
 LB0731
 LB0731                         *CURRENT SURVEY CONTROL
 LB0731  ______________________________________________________________________
 LB0731* NAD 83(1986) POSITION- 40 22 28.     (N) 086 49 58.     (W)   SCALED
 LB0731* NAVD 88 ORTHO HEIGHT -   202.168 (meters)      663.28  (feet) ADJUSTED
 LB0731  ______________________________________________________________________
 LB0731  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 LB0731  DYNAMIC HEIGHT  -        202.067 (meters)      662.95  (feet) COMP
 LB0731  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 LB0731
 LB0731  VERT ORDER      -  SECOND    CLASS 0
 LB0731
 LB0731.The horizontal coordinates were scaled from a map and have
 LB0731.an estimated accuracy of +/- 6 seconds.
 LB0731
 LB0731.The orthometric height was determined by differential leveling and
 LB0731.adjusted by the NATIONAL GEODETIC SURVEY
 LB0731.in June 1991.
 LB0731
 LB0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0731.GEOID18 height accuracy estimate available here.
 LB0731
 LB0731.Click photographs - Photos may exist for this station.
 LB0731
 LB0731.The dynamic height is computed by dividing the NAVD 88
 LB0731.geopotential number by the normal gravity value computed on the
 LB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0731.degrees latitude (g = 980.6199 gals.).
 LB0731
 LB0731.The modeled gravity was interpolated from observed gravity values.
 LB0731
 LB0731;                    North         East    Units  Estimated Accuracy
 LB0731;SPC IN W     -   569,120.      921,280.      MT  (+/- 180 meters Scaled)
 LB0731
 LB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK141693(NAD 83)
 LB0731
 LB0731                          SUPERSEDED SURVEY CONTROL
 LB0731
 LB0731  NGVD 29 (??/??/92)  202.270  (m)          663.61   (f) ADJ UNCH    2 0
 LB0731
 LB0731.Superseded values are not recommended for survey control.
 LB0731
 LB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0731.See file dsdata.pdf to determine how the superseded data were derived.
 LB0731
 LB0731_MARKER: DB = BENCH MARK DISK
 LB0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0731_STAMPING: J 31 1934
 LB0731_MARK LOGO: CGS
 LB0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0731+STABILITY: SURFACE MOTION
 LB0731
 LB0731  HISTORY     - Date     Condition        Report By
 LB0731  HISTORY     - 1934     MONUMENTED       CGS
 LB0731  HISTORY     - 1942     GOOD             CGS
 LB0731  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB0731  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0731
 LB0731                          STATION DESCRIPTION
 LB0731
 LB0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LB0731'6 MI SE FROM LAFAYETTE.
 LB0731'6.0 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0731'RAILROAD FROM THE STATION AT LAFAYETTE, TIPPECANOE COUNTY, 58 YARDS
 LB0731'EAST OF MILEPOST S 253, IN THE NORTHWEST ANGLE OF THE CROSSING
 LB0731'OF U.S. HIGHWAY 52, 36.9 FEET NORTH OF THE NORTH RAIL, 35.7 FEET
 LB0731'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.9 FEET WEST OF
 LB0731'A FENCE CORNER.  A STANDARD DISK, STAMPED J 31 1934 AND SET IN
 LB0731'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0731
 LB0731                          STATION RECOVERY (1946)
 LB0731
 LB0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0731'MARK NOT FOUND.
 LB0731
 LB0731                          STATION RECOVERY (2002)
 LB0731
 LB0731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0731'MARK NOT FOUND, POSSIBLY DUE TO RAILROAD CONSTRUCTION AND ROAD
 LB0731'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0368 ***********************************************************************
 JA0368  DESIGNATION -  J 310
 JA0368  PID         -  JA0368
 JA0368  STATE/COUNTY-  IN/ORANGE
 JA0368  COUNTRY     -  US
 JA0368  USGS QUAD   -  VALEENE (2019)
 JA0368
 JA0368                         *CURRENT SURVEY CONTROL
 JA0368  ______________________________________________________________________
 JA0368* NAD 83(1986) POSITION- 38 28 37.     (N) 086 26 56.     (W)   SCALED
 JA0368* NAVD 88 ORTHO HEIGHT -   195.653 (meters)      641.90  (feet) ADJUSTED
 JA0368  ______________________________________________________________________
 JA0368  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 JA0368  DYNAMIC HEIGHT  -        195.516 (meters)      641.46  (feet) COMP
 JA0368  MODELED GRAVITY -    979,926.6   (mgal)                       NAVD 88
 JA0368
 JA0368  VERT ORDER      -  FIRST     CLASS II
 JA0368
 JA0368.The horizontal coordinates were scaled from a map and have
 JA0368.an estimated accuracy of +/- 6 seconds.
 JA0368
 JA0368.The orthometric height was determined by differential leveling and
 JA0368.adjusted by the NATIONAL GEODETIC SURVEY
 JA0368.in June 1991.
 JA0368
 JA0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0368.GEOID18 height accuracy estimate available here.
 JA0368
 JA0368.Click photographs - Photos may exist for this station.
 JA0368
 JA0368.The dynamic height is computed by dividing the NAVD 88
 JA0368.geopotential number by the normal gravity value computed on the
 JA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0368.degrees latitude (g = 980.6199 gals.).
 JA0368
 JA0368.The modeled gravity was interpolated from observed gravity values.
 JA0368
 JA0368;                    North         East    Units  Estimated Accuracy
 JA0368;SPC IN W     -   358,620.      955,360.      MT  (+/- 180 meters Scaled)
 JA0368
 JA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480588(NAD 83)
 JA0368
 JA0368                          SUPERSEDED SURVEY CONTROL
 JA0368
 JA0368  NGVD 29 (??/??/92)  195.757  (m)          642.25   (f) ADJ UNCH    1 2
 JA0368
 JA0368.Superseded values are not recommended for survey control.
 JA0368
 JA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0368.See file dsdata.pdf to determine how the superseded data were derived.
 JA0368
 JA0368_MARKER: DB = BENCH MARK DISK
 JA0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0368_SP_SET: CULVERT HEADWALL
 JA0368_STAMPING: J 310 1965
 JA0368_MARK LOGO: CGS
 JA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0368+STABILITY: SURFACE MOTION
 JA0368
 JA0368  HISTORY     - Date     Condition        Report By
 JA0368  HISTORY     - 1965     MONUMENTED       CGS
 JA0368
 JA0368                          STATION DESCRIPTION
 JA0368
 JA0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0368'6.6 MI S FROM PAOLI.
 JA0368'6.6 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0368'PAOLI, IN SECTION 31, T 1 N, R 1 E, ABOUT 0.15 MILE EAST OF A
 JA0368'TEXACO SERVICE STATION, 16 FEET NORTHEAST OF THE CENTER LINE
 JA0368'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE NORTH
 JA0368'CONCRETE HEADWALL OF A CULVERT, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 JA0368'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0713 ***********************************************************************
 JA0713  DESIGNATION -  J 311
 JA0713  PID         -  JA0713
 JA0713  STATE/COUNTY-  IN/MARTIN
 JA0713  COUNTRY     -  US
 JA0713  USGS QUAD   -  SHOALS (2019)
 JA0713
 JA0713                         *CURRENT SURVEY CONTROL
 JA0713  ______________________________________________________________________
 JA0713* NAD 83(1986) POSITION- 38 40 53.     (N) 086 51 25.     (W)   SCALED
 JA0713* NAVD 88 ORTHO HEIGHT -   144.977 (meters)      475.65  (feet) ADJUSTED
 JA0713  ______________________________________________________________________
 JA0713  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 JA0713  DYNAMIC HEIGHT  -        144.882 (meters)      475.33  (feet) COMP
 JA0713  MODELED GRAVITY -    979,975.6   (mgal)                       NAVD 88
 JA0713
 JA0713  VERT ORDER      -  FIRST     CLASS II
 JA0713
 JA0713.The horizontal coordinates were scaled from a map and have
 JA0713.an estimated accuracy of +/- 6 seconds.
 JA0713
 JA0713.The orthometric height was determined by differential leveling and
 JA0713.adjusted by the NATIONAL GEODETIC SURVEY
 JA0713.in June 1991.
 JA0713
 JA0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0713.GEOID18 height accuracy estimate available here.
 JA0713
 JA0713.Click photographs - Photos may exist for this station.
 JA0713
 JA0713.The dynamic height is computed by dividing the NAVD 88
 JA0713.geopotential number by the normal gravity value computed on the
 JA0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0713.degrees latitude (g = 980.6199 gals.).
 JA0713
 JA0713.The modeled gravity was interpolated from observed gravity values.
 JA0713
 JA0713;                    North         East    Units  Estimated Accuracy
 JA0713;SPC IN W     -   381,150.      919,700.      MT  (+/- 180 meters Scaled)
 JA0713
 JA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH124814(NAD 83)
 JA0713
 JA0713                          SUPERSEDED SURVEY CONTROL
 JA0713
 JA0713  NGVD 29 (??/??/92)  145.104  (m)          476.06   (f) ADJ UNCH    1 2
 JA0713
 JA0713.Superseded values are not recommended for survey control.
 JA0713
 JA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0713.See file dsdata.pdf to determine how the superseded data were derived.
 JA0713
 JA0713_MARKER: DB = BENCH MARK DISK
 JA0713_SETTING: 66 = SET IN ROCK OUTCROP
 JA0713_STAMPING: J 311 1965
 JA0713_MARK LOGO: CGS
 JA0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0713+STABILITY: POSITION/ELEVATION WELL
 JA0713
 JA0713  HISTORY     - Date     Condition        Report By
 JA0713  HISTORY     - 1965     MONUMENTED       CGS
 JA0713
 JA0713                          STATION DESCRIPTION
 JA0713
 JA0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0713'3.6 MI E FROM LOOGOOTEE.
 JA0713'ABOUT 3.65 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0713'THE STATION AT LOOGOOTEE, IN SECTION 21, T 3 N, R 4 W, 1 1/2 POLES
 JA0713'EAST OF MILEPOST 151-40, 19 1/2 FEET NORTH OF THE NORTH RAIL,
 JA0713'SET IN THE TOP OF A ROCK OUTCROP, 300 YARDS EAST OF A SIDETRACK,
 JA0713'3.9 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE
 JA0713'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0246 ***********************************************************************
 JA0246  DESIGNATION -  J 312
 JA0246  PID         -  JA0246
 JA0246  STATE/COUNTY-  IN/HARRISON
 JA0246  COUNTRY     -  US
 JA0246  USGS QUAD   -  DEPAUW (2019)
 JA0246
 JA0246                         *CURRENT SURVEY CONTROL
 JA0246  ______________________________________________________________________
 JA0246* NAD 83(1986) POSITION- 38 19 17.     (N) 086 08 49.     (W)   SCALED
 JA0246* NAVD 88 ORTHO HEIGHT -   222.449 (meters)      729.82  (feet) ADJUSTED
 JA0246  ______________________________________________________________________
 JA0246  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 JA0246  DYNAMIC HEIGHT  -        222.294 (meters)      729.31  (feet) COMP
 JA0246  MODELED GRAVITY -    979,925.9   (mgal)                       NAVD 88
 JA0246
 JA0246  VERT ORDER      -  FIRST     CLASS II
 JA0246
 JA0246.The horizontal coordinates were scaled from a map and have
 JA0246.an estimated accuracy of +/- 6 seconds.
 JA0246
 JA0246.The orthometric height was determined by differential leveling and
 JA0246.adjusted by the NATIONAL GEODETIC SURVEY
 JA0246.in June 1991.
 JA0246
 JA0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0246.GEOID18 height accuracy estimate available here.
 JA0246
 JA0246.Click photographs - Photos may exist for this station.
 JA0246
 JA0246.The dynamic height is computed by dividing the NAVD 88
 JA0246.geopotential number by the normal gravity value computed on the
 JA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0246.degrees latitude (g = 980.6199 gals.).
 JA0246
 JA0246.The modeled gravity was interpolated from observed gravity values.
 JA0246
 JA0246;                    North         East    Units  Estimated Accuracy
 JA0246;SPC IN E     -   341,280.       58,000.      MT  (+/- 180 meters Scaled)
 JA0246
 JA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH745418(NAD 83)
 JA0246
 JA0246                          SUPERSEDED SURVEY CONTROL
 JA0246
 JA0246  NGVD 29 (??/??/92)  222.571  (m)          730.22   (f) ADJ UNCH    1 2
 JA0246
 JA0246.Superseded values are not recommended for survey control.
 JA0246
 JA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0246.See file dsdata.pdf to determine how the superseded data were derived.
 JA0246
 JA0246_MARKER: DB = BENCH MARK DISK
 JA0246_SETTING: 66 = SET IN ROCK OUTCROP
 JA0246_STAMPING: J 312 1965
 JA0246_MARK LOGO: CGS
 JA0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0246+STABILITY: POSITION/ELEVATION WELL
 JA0246
 JA0246  HISTORY     - Date     Condition        Report By
 JA0246  HISTORY     - 1965     MONUMENTED       CGS
 JA0246  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0246
 JA0246                          STATION DESCRIPTION
 JA0246
 JA0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0246'2.9 MI W FROM CORYDON JUNCTION.
 JA0246'2.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0246'CORYDON JUNCTION, OR ABOUT 4.15 MILES EAST ALONG THE SOUTHERN
 JA0246'RAILWAY FROM THE CROSSING OF THE RAILROAD AND STATE ROAD 337
 JA0246'AT DE PAUW, IN SECTION 23, T 2 S, R 3 E, 0.1 MILE WEST OF MILEPOST
 JA0246'NUMBER 245, 13 RAILS WEST OF THE EAST END OF THE SIDE TRACK AT
 JA0246'RAMSEY, 11 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHELL
 JA0246'SERVICE STATION, 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JA0246'TRACK, 25 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, SET IN
 JA0246'THE CENTER OF THE TOP OF A ROCK OUTCROP, 16 FEET SOUTHEAST OF A
 JA0246'TELEGRAPH POLE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 JA0246'FOOT ABOVE THE LEVEL OF THE TRACK.
 JA0246
 JA0246                          STATION RECOVERY (2023)
 JA0246
 JA0246'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0246'THE GAS STATION AND ROCK OUTCROP ARE BOTH GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1339 ***********************************************************************
 HZ1339  DESIGNATION -  J 313
 HZ1339  PID         -  HZ1339
 HZ1339  STATE/COUNTY-  IN/FLOYD
 HZ1339  COUNTRY     -  US
 HZ1339  USGS QUAD   -  NEW ALBANY (2019)
 HZ1339
 HZ1339                         *CURRENT SURVEY CONTROL
 HZ1339  ______________________________________________________________________
 HZ1339* NAD 83(1986) POSITION- 38 16 24.     (N) 085 50 17.     (W)   SCALED
 HZ1339* NAVD 88 ORTHO HEIGHT -   136.735 (meters)      448.60  (feet) ADJUSTED
 HZ1339  ______________________________________________________________________
 HZ1339  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 HZ1339  DYNAMIC HEIGHT  -        136.642 (meters)      448.30  (feet) COMP
 HZ1339  MODELED GRAVITY -    979,946.1   (mgal)                       NAVD 88
 HZ1339
 HZ1339  VERT ORDER      -  FIRST     CLASS II
 HZ1339
 HZ1339.The horizontal coordinates were scaled from a map and have
 HZ1339.an estimated accuracy of +/- 6 seconds.
 HZ1339
 HZ1339.The orthometric height was determined by differential leveling and
 HZ1339.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1339.in June 1991.
 HZ1339
 HZ1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1339.GEOID18 height accuracy estimate available here.
 HZ1339
 HZ1339.Click photographs - Photos may exist for this station.
 HZ1339
 HZ1339.The dynamic height is computed by dividing the NAVD 88
 HZ1339.geopotential number by the normal gravity value computed on the
 HZ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1339.degrees latitude (g = 980.6199 gals.).
 HZ1339
 HZ1339.The modeled gravity was interpolated from observed gravity values.
 HZ1339
 HZ1339;                    North         East    Units  Estimated Accuracy
 HZ1339;SPC IN E     -   335,850.       85,000.      MT  (+/- 180 meters Scaled)
 HZ1339
 HZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH016367(NAD 83)
 HZ1339
 HZ1339                          SUPERSEDED SURVEY CONTROL
 HZ1339
 HZ1339  NGVD 29 (??/??/92)  136.875  (m)          449.06   (f) ADJ UNCH    1 2
 HZ1339
 HZ1339.Superseded values are not recommended for survey control.
 HZ1339
 HZ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1339.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1339
 HZ1339_MARKER: DB = BENCH MARK DISK
 HZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1339_STAMPING: J 313 1965
 HZ1339_MARK LOGO: CGS
 HZ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1339+STABILITY: SURFACE MOTION
 HZ1339
 HZ1339  HISTORY     - Date     Condition        Report By
 HZ1339  HISTORY     - 1965     MONUMENTED       CGS
 HZ1339
 HZ1339                          STATION DESCRIPTION
 HZ1339
 HZ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1339'1 MI W FROM NEW ALBANY.
 HZ1339'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1339'AT NEW ALBANY, IN SECTION 3, T 3 S, R 6 E, AT A CROSSING OF THE
 HZ1339'RAILROAD AND STATE HIGHWAY 111, 14 1/2 FEET NORTH OF THE NORTH
 HZ1339'RAIL, 75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 HZ1339'SOUTHWEST OF THE SOUTHEAST CORNER OF THE UNITED CHRISTIAN WORKERS
 HZ1339'ASSOCIATION BUILDING, 2 FEET SOUTHWEST OF POWER POLE NUMBER 108B,
 HZ1339'2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1339'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0961 ***********************************************************************
 JA0961  DESIGNATION -  J 315
 JA0961  PID         -  JA0961
 JA0961  STATE/COUNTY-  IN/DAVIESS
 JA0961  COUNTRY     -  US
 JA0961  USGS QUAD   -  SANDY HOOK (2019)
 JA0961
 JA0961                         *CURRENT SURVEY CONTROL
 JA0961  ______________________________________________________________________
 JA0961* NAD 83(1986) POSITION- 38 36 07.     (N) 087 13 55.     (W)   SCALED
 JA0961* NAVD 88 ORTHO HEIGHT -   133.717 (meters)      438.70  (feet) ADJUSTED
 JA0961  ______________________________________________________________________
 JA0961  GEOID HEIGHT    -        -32.183 (meters)                     GEOID18
 JA0961  DYNAMIC HEIGHT  -        133.631 (meters)      438.42  (feet) COMP
 JA0961  MODELED GRAVITY -    979,985.5   (mgal)                       NAVD 88
 JA0961
 JA0961  VERT ORDER      -  FIRST     CLASS II
 JA0961
 JA0961.The horizontal coordinates were scaled from a map and have
 JA0961.an estimated accuracy of +/- 6 seconds.
 JA0961
 JA0961.The orthometric height was determined by differential leveling and
 JA0961.adjusted by the NATIONAL GEODETIC SURVEY
 JA0961.in June 1991.
 JA0961
 JA0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0961.GEOID18 height accuracy estimate available here.
 JA0961
 JA0961.Click photographs - Photos may exist for this station.
 JA0961
 JA0961.The dynamic height is computed by dividing the NAVD 88
 JA0961.geopotential number by the normal gravity value computed on the
 JA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0961.degrees latitude (g = 980.6199 gals.).
 JA0961
 JA0961.The modeled gravity was interpolated from observed gravity values.
 JA0961
 JA0961;                    North         East    Units  Estimated Accuracy
 JA0961;SPC IN W     -   372,320.      887,060.      MT  (+/- 180 meters Scaled)
 JA0961
 JA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH798726(NAD 83)
 JA0961
 JA0961                          SUPERSEDED SURVEY CONTROL
 JA0961
 JA0961  NGVD 29 (??/??/92)  133.913  (m)          439.35   (f) ADJ UNCH    1 2
 JA0961
 JA0961.Superseded values are not recommended for survey control.
 JA0961
 JA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0961.See file dsdata.pdf to determine how the superseded data were derived.
 JA0961
 JA0961_MARKER: DB = BENCH MARK DISK
 JA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0961_STAMPING: J 315 1965
 JA0961_MARK LOGO: CGS
 JA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0961+STABILITY: SURFACE MOTION
 JA0961
 JA0961  HISTORY     - Date     Condition        Report By
 JA0961  HISTORY     - 1965     MONUMENTED       CGS
 JA0961  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0961
 JA0961                          STATION DESCRIPTION
 JA0961
 JA0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0961'7.2 MI SW FROM WASHINGTON.
 JA0961'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0961'THE STATION AT WASHINGTON, THENCE 4.6 MILES SOUTHWEST ALONG THE
 JA0961'NEW YORK CENTRAL RAILROAD, 12 RAILS SOUTHWEST OF A CROSSING OF
 JA0961'THE RAILROAD AND A FIELD ROAD, 25 1/2 FEET NORTHWEST OF THE
 JA0961'NORTHWEST RAIL, 28 FEET NORTHEAST OF A 28-INCH FORKED ELM TREE,
 JA0961'21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD, 1 FOOT
 JA0961'SOUTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 JA0961'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA0961'OF A CONCRETE POST PROJECTING 7 INCHES.
 JA0961
 JA0961                          STATION RECOVERY (1985)
 JA0961
 JA0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0961'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1055 ***********************************************************************
 JA1055  DESIGNATION -  J 316
 JA1055  PID         -  JA1055
 JA1055  STATE/COUNTY-  IN/GIBSON
 JA1055  COUNTRY     -  US
 JA1055  USGS QUAD   -  ELBERFELD (2019)
 JA1055
 JA1055                         *CURRENT SURVEY CONTROL
 JA1055  ______________________________________________________________________
 JA1055* NAD 83(1986) POSITION- 38 13 27.     (N) 087 25 00.     (W)   SCALED
 JA1055* NAVD 88 ORTHO HEIGHT -   126.557 (meters)      415.21  (feet) ADJUSTED
 JA1055  ______________________________________________________________________
 JA1055  GEOID HEIGHT    -        -31.518 (meters)                     GEOID18
 JA1055  DYNAMIC HEIGHT  -        126.472 (meters)      414.93  (feet) COMP
 JA1055  MODELED GRAVITY -    979,955.9   (mgal)                       NAVD 88
 JA1055
 JA1055  VERT ORDER      -  FIRST     CLASS II
 JA1055
 JA1055.The horizontal coordinates were scaled from a map and have
 JA1055.an estimated accuracy of +/- 6 seconds.
 JA1055
 JA1055.The orthometric height was determined by differential leveling and
 JA1055.adjusted by the NATIONAL GEODETIC SURVEY
 JA1055.in June 1991.
 JA1055
 JA1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1055.GEOID18 height accuracy estimate available here.
 JA1055
 JA1055.Click photographs - Photos may exist for this station.
 JA1055
 JA1055.The dynamic height is computed by dividing the NAVD 88
 JA1055.geopotential number by the normal gravity value computed on the
 JA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1055.degrees latitude (g = 980.6199 gals.).
 JA1055
 JA1055.The modeled gravity was interpolated from observed gravity values.
 JA1055
 JA1055;                    North         East    Units  Estimated Accuracy
 JA1055;SPC IN W     -   330,430.      870,810.      MT  (+/- 180 meters Scaled)
 JA1055
 JA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH635307(NAD 83)
 JA1055
 JA1055                          SUPERSEDED SURVEY CONTROL
 JA1055
 JA1055  NGVD 29 (??/??/92)  126.676  (m)          415.60   (f) ADJ UNCH    1 2
 JA1055
 JA1055.Superseded values are not recommended for survey control.
 JA1055
 JA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1055.See file dsdata.pdf to determine how the superseded data were derived.
 JA1055
 JA1055_MARKER: DB = BENCH MARK DISK
 JA1055_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA1055_SP_SET: FOUNDATION
 JA1055_STAMPING: J 316 1965
 JA1055_MARK LOGO: CGS
 JA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1055+STABILITY: SURFACE MOTION
 JA1055
 JA1055  HISTORY     - Date     Condition        Report By
 JA1055  HISTORY     - 1965     MONUMENTED       CGS
 JA1055  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1055
 JA1055                          STATION DESCRIPTION
 JA1055
 JA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1055'0.1 MI NE FROM BUCKSKIN.
 JA1055'ABOUT 0.1 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1055'FROM THE STATION AT BUCKSKIN, 4 TELEPHONE POLES NORTHEAST OF
 JA1055'MILEPOST 115, 101 FEET SOUTH-SOUTHEAST ACROSS A PAVED ROAD FROM
 JA1055'THE SOUTH CORNER OF A CONCRETE BLOCK BUILDING, 52 FEET
 JA1055'NORTH-NORTHEAST OF A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 JA1055'42 FEET NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 29 FEET
 JA1055'EAST OF A POWER POLE BRACED BY A GUY WIRE, 19.2 FEET NORTHWEST OF
 JA1055'THE NORTHWEST RAIL, SET IN THE CENTER OF THE TOP OF AN ABANDONED
 JA1055'CONCRETE FOUNDATION, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST,
 JA1055'ABOUT LEVEL WITH THE TRACK.
 JA1055
 JA1055                          STATION RECOVERY (1985)
 JA1055
 JA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0603 ***********************************************************************
 JA0603  DESIGNATION -  J 317
 JA0603  PID         -  JA0603
 JA0603  STATE/COUNTY-  IN/SPENCER
 JA0603  COUNTRY     -  US
 JA0603  USGS QUAD   -  DALE (2019)
 JA0603
 JA0603                         *CURRENT SURVEY CONTROL
 JA0603  ______________________________________________________________________
 JA0603* NAD 83(1986) POSITION- 38 12 10.4    (N) 086 57 43.0    (W)   HD_HELD2
 JA0603* NAVD 88 ORTHO HEIGHT -   154.953 (meters)      508.38  (feet) ADJUSTED
 JA0603  ______________________________________________________________________
 JA0603  GEOID HEIGHT    -        -32.065 (meters)                     GEOID18
 JA0603  DYNAMIC HEIGHT  -        154.848 (meters)      508.03  (feet) COMP
 JA0603  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA0603
 JA0603  VERT ORDER      -  FIRST     CLASS II
 JA0603
 JA0603.The horizontal coordinates were established by autonomous hand held GPS
 JA0603.observations and have an estimated accuracy of +/- 10 meters.
 JA0603
 JA0603.The orthometric height was determined by differential leveling and
 JA0603.adjusted by the NATIONAL GEODETIC SURVEY
 JA0603.in June 1991.
 JA0603
 JA0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0603.GEOID18 height accuracy estimate available here.
 JA0603
 JA0603.Click photographs - Photos may exist for this station.
 JA0603
 JA0603.The dynamic height is computed by dividing the NAVD 88
 JA0603.geopotential number by the normal gravity value computed on the
 JA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0603.degrees latitude (g = 980.6199 gals.).
 JA0603
 JA0603.The modeled gravity was interpolated from observed gravity values.
 JA0603
 JA0603;                    North         East    Units  Estimated Accuracy
 JA0603;SPC IN W     -   328,021.      910,632.      MT  (+/- 10 meters HH2 GPS)
 JA0603
 JA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0333128327(NAD 83)
 JA0603
 JA0603                          SUPERSEDED SURVEY CONTROL
 JA0603
 JA0603  NGVD 29 (??/??/92)  155.054  (m)          508.71   (f) ADJ UNCH    1 2
 JA0603
 JA0603.Superseded values are not recommended for survey control.
 JA0603
 JA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0603.See file dsdata.pdf to determine how the superseded data were derived.
 JA0603
 JA0603_MARKER: DB = BENCH MARK DISK
 JA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0603_STAMPING: J 317 1965
 JA0603_MARK LOGO: CGS
 JA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0603+STABILITY: SURFACE MOTION
 JA0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0603+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2011
 JA0603
 JA0603  HISTORY     - Date     Condition        Report By
 JA0603  HISTORY     - 1965     MONUMENTED       CGS
 JA0603  HISTORY     - 20030610 GOOD             INDIV
 JA0603  HISTORY     - 20110922 GOOD             GEOCAC
 JA0603
 JA0603                          STATION DESCRIPTION
 JA0603
 JA0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0603'3.8 MI NE FROM DALE.
 JA0603'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0603'FROM THE POST OFFICE AT DALE, THENCE 2.75 MILES NORTH-NORTHEAST
 JA0603'ALONG THE SOUTHERN RAILROAD, IN SECTION 4, T 4 S, R 5 W, 115
 JA0603'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD,
 JA0603'78 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 38 FEET
 JA0603'NORTHWEST OF THE NORTHWEST RAIL, 62 FEET SOUTH OF A POWER POLE,
 JA0603'8.4 NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST OF A
 JA0603'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 JA0603'THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA0603'PROJECTING 7 INCHES.
 JA0603
 JA0603                          STATION RECOVERY (2003)
 JA0603
 JA0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAF)
 JA0603'RECOVERED IN RAILROAD EMBANKMENT, MARK MAY HAVE SETTLED +/-0.1' SINCE
 JA0603'IT'S PLACEMENT.
 JA0603
 JA0603                          STATION RECOVERY (2011)
 JA0603
 JA0603'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA0603'COORDINATES    N  38  12.173       W  086   57.716
 JA0603'I LOCATED THE MARK USING THE WRITTEN DESCRIPTION. EVERYTHING WAS IN
 JA0603'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0694 ***********************************************************************
 HA0694  DESIGNATION -  J 318 RESET
 HA0694  PID         -  HA0694
 HA0694  STATE/COUNTY-  IN/SPENCER
 HA0694  COUNTRY     -  US
 HA0694  USGS QUAD   -  ROCKPORT (2019)
 HA0694
 HA0694                         *CURRENT SURVEY CONTROL
 HA0694  ______________________________________________________________________
 HA0694* NAD 83(1986) POSITION- 37 53 18.     (N) 087 02 56.     (W)   SCALED
 HA0694* NAVD 88 ORTHO HEIGHT -   119.09  (meters)      390.7   (feet) RESET
 HA0694  ______________________________________________________________________
 HA0694  GEOID HEIGHT    -        -31.161 (meters)                     GEOID18
 HA0694  VERT ORDER      -  THIRD
 HA0694
 HA0694.The horizontal coordinates were scaled from a map and have
 HA0694.an estimated accuracy of +/- 6 seconds.
 HA0694
 HA0694.The orthometric height was computed from unverified reset data.
 HA0694
 HA0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0694.GEOID18 height accuracy estimate available here.
 HA0694
 HA0694.Click photographs - Photos may exist for this station.
 HA0694
 HA0694;                    North         East    Units  Estimated Accuracy
 HA0694;SPC IN W     -   293,100.      903,030.      MT  (+/- 180 meters Scaled)
 HA0694
 HA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG957934(NAD 83)
 HA0694
 HA0694                          SUPERSEDED SURVEY CONTROL
 HA0694
 HA0694  NGVD 29 (??/??/??)  119.20   (m)          391.1    (f) RESET       3  
 HA0694
 HA0694.Superseded values are not recommended for survey control.
 HA0694
 HA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0694.See file dsdata.pdf to determine how the superseded data were derived.
 HA0694
 HA0694_MARKER: DV = VERTICAL CONTROL DISK
 HA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0694_STAMPING: J 318 RESET 1973
 HA0694_MARK LOGO: NGS
 HA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0694+STABILITY: SURFACE MOTION
 HA0694
 HA0694  HISTORY     - Date     Condition        Report By
 HA0694  HISTORY     - 1973     MONUMENTED       NGS
 HA0694
 HA0694                          STATION DESCRIPTION
 HA0694
 HA0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HA0694'AT ROCKPORT.
 HA0694'0.3 MILE NORTH ALONG FIFTH ST. FROM THE U.S. POST OFFICE AT
 HA0694'ROCKPORT AND THE INTERSECTION OF FIFTH AND MAIN STS., 22 FEET EAST
 HA0694'OF THE CENTERLINE OF FIFTH ST. (STATE HIGHWAY 45), 12 FEET NORTH
 HA0694'OF THE CENTERLINE OF DRIVEWAY TO FILTERING BUILDING, 3 FEET NORTH
 HA0694'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET
 HA0694'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0791 ***********************************************************************
 HZ0791  DESIGNATION -  J 319
 HZ0791  PID         -  HZ0791
 HZ0791  STATE/COUNTY-  IN/SWITZERLAND
 HZ0791  COUNTRY     -  US
 HZ0791  USGS QUAD   -  RISING SUN (2019)
 HZ0791
 HZ0791                         *CURRENT SURVEY CONTROL
 HZ0791  ______________________________________________________________________
 HZ0791* NAD 83(1986) POSITION- 38 53 44.     (N) 084 51 12.     (W)   SCALED
 HZ0791* NAVD 88 ORTHO HEIGHT -   145.375 (meters)      476.95  (feet) ADJUSTED
 HZ0791  ______________________________________________________________________
 HZ0791  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 HZ0791  DYNAMIC HEIGHT  -        145.281 (meters)      476.64  (feet) COMP
 HZ0791  MODELED GRAVITY -    979,981.6   (mgal)                       NAVD 88
 HZ0791
 HZ0791  VERT ORDER      -  FIRST     CLASS II
 HZ0791
 HZ0791.The horizontal coordinates were scaled from a map and have
 HZ0791.an estimated accuracy of +/- 6 seconds.
 HZ0791
 HZ0791.The orthometric height was determined by differential leveling and
 HZ0791.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0791.in June 1991.
 HZ0791
 HZ0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0791.GEOID18 height accuracy estimate available here.
 HZ0791
 HZ0791.Click photographs - Photos may exist for this station.
 HZ0791
 HZ0791.The dynamic height is computed by dividing the NAVD 88
 HZ0791.geopotential number by the normal gravity value computed on the
 HZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0791.degrees latitude (g = 980.6199 gals.).
 HZ0791
 HZ0791.The modeled gravity was interpolated from observed gravity values.
 HZ0791
 HZ0791;                    North         East    Units  Estimated Accuracy
 HZ0791;SPC IN E     -   405,220.      170,560.      MT  (+/- 180 meters Scaled)
 HZ0791
 HZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ861073(NAD 83)
 HZ0791
 HZ0791                          SUPERSEDED SURVEY CONTROL
 HZ0791
 HZ0791  NGVD 29 (??/??/92)  145.574  (m)          477.60   (f) ADJ UNCH    1 2
 HZ0791
 HZ0791.Superseded values are not recommended for survey control.
 HZ0791
 HZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0791.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0791
 HZ0791_MARKER: DB = BENCH MARK DISK
 HZ0791_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0791_SP_SET: CULVERT HEADWALL
 HZ0791_STAMPING: J 319 1965
 HZ0791_MARK LOGO: CGS
 HZ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0791+STABILITY: SURFACE MOTION
 HZ0791
 HZ0791  HISTORY     - Date     Condition        Report By
 HZ0791  HISTORY     - 1965     MONUMENTED       CGS
 HZ0791
 HZ0791                          STATION DESCRIPTION
 HZ0791
 HZ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0791'5.5 MI SE FROM RISING SUN.
 HZ0791'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0791'AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 56,
 HZ0791'THENCE 2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 156, 30 FEET NORTH
 HZ0791'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 80 YARDS NORTHEAST OF A
 HZ0791'TWO STORY HOUSE, SET IN THE TOP AND IN THE EAST END OF A NORTH
 HZ0791'HEADWALL OF A CONCRETE CULVERT, ABOUT 3 FEET BELOW THE LEVEL OF
 HZ0791'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0748 ***********************************************************************
 LB0748  DESIGNATION -  J 32
 LB0748  PID         -  LB0748
 LB0748  STATE/COUNTY-  IN/CLINTON
 LB0748  COUNTRY     -  US
 LB0748  USGS QUAD   -  FRANKFORT (2019)
 LB0748
 LB0748                         *CURRENT SURVEY CONTROL
 LB0748  ______________________________________________________________________
 LB0748* NAD 83(1986) POSITION- 40 15 59.     (N) 086 32 37.     (W)   SCALED
 LB0748* NAVD 88 ORTHO HEIGHT -   263.314 (meters)      863.89  (feet) ADJUSTED
 LB0748  ______________________________________________________________________
 LB0748  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 LB0748  DYNAMIC HEIGHT  -        263.176 (meters)      863.44  (feet) COMP
 LB0748  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 LB0748
 LB0748  VERT ORDER      -  SECOND    CLASS 0
 LB0748
 LB0748.The horizontal coordinates were scaled from a map and have
 LB0748.an estimated accuracy of +/- 6 seconds.
 LB0748
 LB0748.The orthometric height was determined by differential leveling and
 LB0748.adjusted by the NATIONAL GEODETIC SURVEY
 LB0748.in June 1991.
 LB0748
 LB0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0748.GEOID18 height accuracy estimate available here.
 LB0748
 LB0748.Click photographs - Photos may exist for this station.
 LB0748
 LB0748.The dynamic height is computed by dividing the NAVD 88
 LB0748.geopotential number by the normal gravity value computed on the
 LB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0748.degrees latitude (g = 980.6199 gals.).
 LB0748
 LB0748.The modeled gravity was interpolated from observed gravity values.
 LB0748
 LB0748;                    North         East    Units  Estimated Accuracy
 LB0748;SPC IN W     -   557,240.      945,910.      MT  (+/- 180 meters Scaled)
 LB0748
 LB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK388574(NAD 83)
 LB0748
 LB0748                          SUPERSEDED SURVEY CONTROL
 LB0748
 LB0748  NGVD 29 (??/??/92)  263.416  (m)          864.22   (f) ADJ UNCH    2 0
 LB0748
 LB0748.Superseded values are not recommended for survey control.
 LB0748
 LB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0748.See file dsdata.pdf to determine how the superseded data were derived.
 LB0748
 LB0748_MARKER: DB = BENCH MARK DISK
 LB0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0748_STAMPING: J 32 1934
 LB0748_MARK LOGO: CGS
 LB0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0748+STABILITY: SURFACE MOTION
 LB0748
 LB0748  HISTORY     - Date     Condition        Report By
 LB0748  HISTORY     - 1934     MONUMENTED       CGS
 LB0748  HISTORY     - 19870730 GOOD             NGS
 LB0748  HISTORY     - 20221005 MARK NOT FOUND   INDOT
 LB0748
 LB0748                          STATION DESCRIPTION
 LB0748
 LB0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0748'1.9 MI SW FROM FRANKFORT.
 LB0748'1.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0748'STATION AT FRANKFORT, CLINTON COUNTY, 26 RAILS SOUTHWEST OF
 LB0748'MILEPOST 77, 75 YARDS SOUTH OF THE CENTER OF THE INTERSECTION OF
 LB0748'TWO GRAVEL ROADS, IN THE SOUTH ANGLE OF A GRAVEL-ROAD CROSSING,
 LB0748'8 YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8 YARDS SOUTHEAST
 LB0748'OF THE SOUTHEAST RAIL, IN LINE WITH A ROW OF POLES, AND 2 YARDS
 LB0748'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 32 1934
 LB0748'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 LB0748'ABOVE GROUND.
 LB0748
 LB0748                          STATION RECOVERY (1987)
 LB0748
 LB0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0748'FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE ROUTES 28, 38 AND 39
 LB0748'IN FRANKFORT, GO WEST ON STATE ROUTE 28 FOR 1.8 MILES (2.9 KM) TO A
 LB0748'CROSSROAD, COUNTY ROUTE 200 W., THIS IS 1.0 MILE (1.6 KM) EAST OF THE
 LB0748'FRANKFORT AIRPORT.  TURN LEFT AND GO SOUTH ON CR 200 W FOR 0.8 MILES
 LB0748'(1.3 KM) TO A CROSSROAD, COUNTY ROUTE 130 S., CONTINUE SOUTH ON CR
 LB0748'200 W FOR 0.05 MILE (0.08 KM) TO MARK ON RIGHT.  LOCATED 225.0 FEET
 LB0748'(68.6 M) SOUTH OF THE CENTER OF CR 130 S., 25.0 FEET (7.6 M) WEST OF
 LB0748'THE CENTER OF CR 200 W., 7.2 FEET (2.2 M) NORTHWEST OF A FENCE
 LB0748'CORNER, 3.6 FEET (1.1 M) NORTH FROM AND UNDERGROUND TELEPHONE CABLE
 LB0748'SIGN AND 1.0 FOOT (0.3 M) NORTH FROM A WITNESS POST.
 LB0748
 LB0748                          STATION RECOVERY (2022)
 LB0748
 LB0748'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0748'A SEARCH WAS MADE BASED ON THE NGS DATA SHEET AND THE MARK WAS NOT
 LB0748'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1033 ***********************************************************************
 HZ1033  DESIGNATION -  J 320
 HZ1033  PID         -  HZ1033
 HZ1033  STATE/COUNTY-  IN/SWITZERLAND
 HZ1033  COUNTRY     -  US
 HZ1033  USGS QUAD   -  CARROLLTON (2019)
 HZ1033
 HZ1033                         *CURRENT SURVEY CONTROL
 HZ1033  ______________________________________________________________________
 HZ1033* NAD 83(1986) POSITION- 38 42 20.     (N) 085 08 09.     (W)   SCALED
 HZ1033* NAVD 88 ORTHO HEIGHT -   142.380 (meters)      467.13  (feet) ADJUSTED
 HZ1033  ______________________________________________________________________
 HZ1033  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ1033  DYNAMIC HEIGHT  -        142.288 (meters)      466.82  (feet) COMP
 HZ1033  MODELED GRAVITY -    979,977.1   (mgal)                       NAVD 88
 HZ1033
 HZ1033  VERT ORDER      -  FIRST     CLASS II
 HZ1033
 HZ1033.The horizontal coordinates were scaled from a map and have
 HZ1033.an estimated accuracy of +/- 6 seconds.
 HZ1033
 HZ1033.The orthometric height was determined by differential leveling and
 HZ1033.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1033.in June 1991.
 HZ1033
 HZ1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1033.GEOID18 height accuracy estimate available here.
 HZ1033
 HZ1033.Click photographs - Photos may exist for this station.
 HZ1033
 HZ1033.The dynamic height is computed by dividing the NAVD 88
 HZ1033.geopotential number by the normal gravity value computed on the
 HZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1033.degrees latitude (g = 980.6199 gals.).
 HZ1033
 HZ1033.The modeled gravity was interpolated from observed gravity values.
 HZ1033
 HZ1033;                    North         East    Units  Estimated Accuracy
 HZ1033;SPC IN E     -   383,940.      146,170.      MT  (+/- 180 meters Scaled)
 HZ1033
 HZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH620857(NAD 83)
 HZ1033
 HZ1033                          SUPERSEDED SURVEY CONTROL
 HZ1033
 HZ1033  NGVD 29 (??/??/92)  142.561  (m)          467.72   (f) ADJ UNCH    1 2
 HZ1033
 HZ1033.Superseded values are not recommended for survey control.
 HZ1033
 HZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1033.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1033
 HZ1033_MARKER: DB = BENCH MARK DISK
 HZ1033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1033_STAMPING: J 320 1965
 HZ1033_MARK LOGO: CGS
 HZ1033_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1033
 HZ1033  HISTORY     - Date     Condition        Report By
 HZ1033  HISTORY     - 1965     MONUMENTED       CGS
 HZ1033
 HZ1033                          STATION DESCRIPTION
 HZ1033
 HZ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1033'4.9 MI SW FROM VEVAY.
 HZ1033'4.9 MILES SOUTHWEST ALONG THE STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1033'AT VEVAY, IN SECTION 32, T 2 N, R 3 W, AT THE JUNCTION OF THE
 HZ1033'HIGHWAY AND A PAVED ROAD LEADING NORTH, 34 1/2 FEET NORTH OF THE
 HZ1033'CENTER LINE OF THE HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF THE
 HZ1033'PAVED ROAD LEADING NORTH 10 1/2 FEET EAST OF A 24-INCH WALNUT TREE,
 HZ1033'13 1/2 FEET NORTH OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS
 HZ1033'POST, AOBUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 HZ1033'IN THE TOP OF A CONCRETE FILLED 5-INCH IRON PIPE WHICH PROJECTS
 HZ1033'16 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1068 ***********************************************************************
 HZ1068  DESIGNATION -  J 321
 HZ1068  PID         -  HZ1068
 HZ1068  STATE/COUNTY-  IN/JEFFERSON
 HZ1068  COUNTRY     -  US
 HZ1068  USGS QUAD   -  MADISON WEST (2019)
 HZ1068
 HZ1068                         *CURRENT SURVEY CONTROL
 HZ1068  ______________________________________________________________________
 HZ1068* NAD 83(1986) POSITION- 38 43 00.     (N) 085 28 15.     (W)   SCALED
 HZ1068* NAVD 88 ORTHO HEIGHT -   237.214 (meters)      778.26  (feet) ADJUSTED
 HZ1068  ______________________________________________________________________
 HZ1068  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 HZ1068  DYNAMIC HEIGHT  -        237.058 (meters)      777.75  (feet) COMP
 HZ1068  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 HZ1068
 HZ1068  VERT ORDER      -  FIRST     CLASS II
 HZ1068
 HZ1068.The horizontal coordinates were scaled from a map and have
 HZ1068.an estimated accuracy of +/- 6 seconds.
 HZ1068
 HZ1068.The orthometric height was determined by differential leveling and
 HZ1068.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1068.in June 1991.
 HZ1068
 HZ1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1068.GEOID18 height accuracy estimate available here.
 HZ1068
 HZ1068.Click photographs - Photos may exist for this station.
 HZ1068
 HZ1068.The dynamic height is computed by dividing the NAVD 88
 HZ1068.geopotential number by the normal gravity value computed on the
 HZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1068.degrees latitude (g = 980.6199 gals.).
 HZ1068
 HZ1068.The modeled gravity was interpolated from observed gravity values.
 HZ1068
 HZ1068;                    North         East    Units  Estimated Accuracy
 HZ1068;SPC IN E     -   385,060.      117,030.      MT  (+/- 180 meters Scaled)
 HZ1068
 HZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH329864(NAD 83)
 HZ1068
 HZ1068                          SUPERSEDED SURVEY CONTROL
 HZ1068
 HZ1068  NGVD 29 (??/??/92)  237.377  (m)          778.79   (f) ADJ UNCH    1 2
 HZ1068
 HZ1068.Superseded values are not recommended for survey control.
 HZ1068
 HZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1068.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1068
 HZ1068_MARKER: DB = BENCH MARK DISK
 HZ1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1068_SP_SET: CATCH BASIN
 HZ1068_STAMPING: J 321 1965
 HZ1068_MARK LOGO: CGS
 HZ1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1068+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 HZ1068
 HZ1068  HISTORY     - Date     Condition        Report By
 HZ1068  HISTORY     - 1965     MONUMENTED       CGS
 HZ1068  HISTORY     - 20130716 GOOD             INDOT
 HZ1068
 HZ1068                          STATION DESCRIPTION
 HZ1068
 HZ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1068'0.1 MI SW FROM HANOVER.
 HZ1068'0.1 MILE SOUTHWEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1068'METHODIST CHURCH AT HANOVER, 39 FEET SOUTHEAST OF THE CENTER
 HZ1068'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 HZ1068'A CONCRETE DRAINAGE CATCH BASIN, ABOUT 7 FEET BELOW THE LEVEL
 HZ1068'OF THE HIGHWAY.
 HZ1068
 HZ1068                          STATION RECOVERY (2013)
 HZ1068
 HZ1068'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1068'GENERAL DESCRIPTION AND TO REACH NARRATIVE ARE ADEQUATE.
 HZ1068'
 HZ1068'STATION IS LOCATED 38.3 FT (11.7 M) EAST OF A POWER-TRANSFORMER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1621 ***********************************************************************
 HZ1621  DESIGNATION -  J 322
 HZ1621  PID         -  HZ1621
 HZ1621  STATE/COUNTY-  IN/CLARK
 HZ1621  COUNTRY     -  US
 HZ1621  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1621
 HZ1621                         *CURRENT SURVEY CONTROL
 HZ1621  ______________________________________________________________________
 HZ1621* NAD 83(1986) POSITION- 38 21 50.     (N) 085 38 22.     (W)   SCALED
 HZ1621* NAVD 88 ORTHO HEIGHT -   138.624 (meters)      454.80  (feet) ADJUSTED
 HZ1621  ______________________________________________________________________
 HZ1621  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 HZ1621  DYNAMIC HEIGHT  -        138.531 (meters)      454.50  (feet) COMP
 HZ1621  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 HZ1621
 HZ1621  VERT ORDER      -  FIRST     CLASS II
 HZ1621
 HZ1621.The horizontal coordinates were scaled from a map and have
 HZ1621.an estimated accuracy of +/- 6 seconds.
 HZ1621
 HZ1621.The orthometric height was determined by differential leveling and
 HZ1621.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1621.in June 1991.
 HZ1621
 HZ1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1621.GEOID18 height accuracy estimate available here.
 HZ1621
 HZ1621.Click photographs - Photos may exist for this station.
 HZ1621
 HZ1621.The dynamic height is computed by dividing the NAVD 88
 HZ1621.geopotential number by the normal gravity value computed on the
 HZ1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1621.degrees latitude (g = 980.6199 gals.).
 HZ1621
 HZ1621.The modeled gravity was interpolated from observed gravity values.
 HZ1621
 HZ1621;                    North         East    Units  Estimated Accuracy
 HZ1621;SPC IN E     -   345,890.      102,380.      MT  (+/- 180 meters Scaled)
 HZ1621
 HZ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH188470(NAD 83)
 HZ1621
 HZ1621                          SUPERSEDED SURVEY CONTROL
 HZ1621
 HZ1621  NGVD 29 (??/??/92)  138.779  (m)          455.31   (f) ADJ UNCH    1 2
 HZ1621
 HZ1621.Superseded values are not recommended for survey control.
 HZ1621
 HZ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1621.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1621
 HZ1621_MARKER: DB = BENCH MARK DISK
 HZ1621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1621_SP_SET: METER PIT
 HZ1621_STAMPING: J 322 1965
 HZ1621_MARK LOGO: CGS
 HZ1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1621+STABILITY: SURFACE MOTION
 HZ1621
 HZ1621  HISTORY     - Date     Condition        Report By
 HZ1621  HISTORY     - 1965     MONUMENTED       CGS
 HZ1621
 HZ1621                          STATION DESCRIPTION
 HZ1621
 HZ1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1621'2.6 MI NE FROM UTICA.
 HZ1621'ABOUT 0.3 MILE NORTHEAST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1621'CHURCH AT UTICA, THENCE 2.25 MILES NORTHEAST ALONG RIVER ROAD
 HZ1621'TO THE SOUTHEAST CORNER OF THE U.S. MILITARY RESERVATION, INDIANA
 HZ1621'ARSENAL, ON THE RESERVATION, 44 FEET SOUTH OF THE CENTER LINE OF
 HZ1621'THE ROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE
 HZ1621'METER PIT, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1577 ***********************************************************************
 HZ1577  DESIGNATION -  J 323
 HZ1577  PID         -  HZ1577
 HZ1577  STATE/COUNTY-  IN/FLOYD
 HZ1577  COUNTRY     -  US
 HZ1577  USGS QUAD   -  LANESVILLE (2019)
 HZ1577
 HZ1577                         *CURRENT SURVEY CONTROL
 HZ1577  ______________________________________________________________________
 HZ1577* NAD 83(1986) POSITION- 38 10 54.     (N) 085 53 57.     (W)   SCALED
 HZ1577* NAVD 88 ORTHO HEIGHT -   130.911 (meters)      429.50  (feet) ADJUSTED
 HZ1577  ______________________________________________________________________
 HZ1577  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 HZ1577  DYNAMIC HEIGHT  -        130.822 (meters)      429.21  (feet) COMP
 HZ1577  MODELED GRAVITY -    979,944.8   (mgal)                       NAVD 88
 HZ1577
 HZ1577  VERT ORDER      -  FIRST     CLASS II
 HZ1577
 HZ1577.The horizontal coordinates were scaled from a map and have
 HZ1577.an estimated accuracy of +/- 6 seconds.
 HZ1577
 HZ1577.The orthometric height was determined by differential leveling and
 HZ1577.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1577.in June 1991.
 HZ1577
 HZ1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1577.GEOID18 height accuracy estimate available here.
 HZ1577
 HZ1577.Click photographs - Photos may exist for this station.
 HZ1577
 HZ1577.The dynamic height is computed by dividing the NAVD 88
 HZ1577.geopotential number by the normal gravity value computed on the
 HZ1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1577.degrees latitude (g = 980.6199 gals.).
 HZ1577
 HZ1577.The modeled gravity was interpolated from observed gravity values.
 HZ1577
 HZ1577;                    North         East    Units  Estimated Accuracy
 HZ1577;SPC IN E     -   325,680.       79,630.      MT  (+/- 180 meters Scaled)
 HZ1577
 HZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH964265(NAD 83)
 HZ1577
 HZ1577                          SUPERSEDED SURVEY CONTROL
 HZ1577
 HZ1577  NGVD 29 (??/??/92)  131.047  (m)          429.94   (f) ADJ UNCH    1 2
 HZ1577
 HZ1577.Superseded values are not recommended for survey control.
 HZ1577
 HZ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1577.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1577
 HZ1577_MARKER: DB = BENCH MARK DISK
 HZ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1577_STAMPING: J 323 1965
 HZ1577_MARK LOGO: CGS
 HZ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1577+STABILITY: SURFACE MOTION
 HZ1577
 HZ1577  HISTORY     - Date     Condition        Report By
 HZ1577  HISTORY     - 1965     MONUMENTED       CGS
 HZ1577
 HZ1577                          STATION DESCRIPTION
 HZ1577
 HZ1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1577'8.3 MI SW FROM NEW ALBANY.
 HZ1577'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1577'AT NEW ALBANY, THENCE 7.25 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ1577'111, IN SECTION 7, T 4 S, R 6 E, ABOUT 90 YARDS NORTHEAST OF
 HZ1577'THE FLOYD-HARRISON COUNTY LINE, 24 FEET SOUTHEAST OF THE
 HZ1577'CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF A METAL WITNESS POST,
 HZ1577'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0458 ***********************************************************************
 JA0458  DESIGNATION -  J 324
 JA0458  PID         -  JA0458
 JA0458  STATE/COUNTY-  IN/HARRISON
 JA0458  COUNTRY     -  US
 JA0458  USGS QUAD   -  MAUCKPORT (2019)
 JA0458
 JA0458                         *CURRENT SURVEY CONTROL
 JA0458  ______________________________________________________________________
 JA0458* NAD 83(1986) POSITION- 38 01 13.     (N) 086 09 18.     (W)   SCALED
 JA0458* NAVD 88 ORTHO HEIGHT -   189.202 (meters)      620.74  (feet) ADJUSTED
 JA0458  ______________________________________________________________________
 JA0458  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JA0458  DYNAMIC HEIGHT  -        189.069 (meters)      620.30  (feet) COMP
 JA0458  MODELED GRAVITY -    979,920.7   (mgal)                       NAVD 88
 JA0458
 JA0458  VERT ORDER      -  FIRST     CLASS II
 JA0458
 JA0458.The horizontal coordinates were scaled from a map and have
 JA0458.an estimated accuracy of +/- 6 seconds.
 JA0458
 JA0458.The orthometric height was determined by differential leveling and
 JA0458.adjusted by the NATIONAL GEODETIC SURVEY
 JA0458.in June 1991.
 JA0458
 JA0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0458.GEOID18 height accuracy estimate available here.
 JA0458
 JA0458.Click photographs - Photos may exist for this station.
 JA0458
 JA0458.The dynamic height is computed by dividing the NAVD 88
 JA0458.geopotential number by the normal gravity value computed on the
 JA0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0458.degrees latitude (g = 980.6199 gals.).
 JA0458
 JA0458.The modeled gravity was interpolated from observed gravity values.
 JA0458
 JA0458;                    North         East    Units  Estimated Accuracy
 JA0458;SPC IN E     -   307,860.       57,120.      MT  (+/- 180 meters Scaled)
 JA0458
 JA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH741084(NAD 83)
 JA0458
 JA0458                          SUPERSEDED SURVEY CONTROL
 JA0458
 JA0458  NGVD 29 (??/??/92)  189.320  (m)          621.13   (f) ADJ UNCH    1 2
 JA0458
 JA0458.Superseded values are not recommended for survey control.
 JA0458
 JA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0458.See file dsdata.pdf to determine how the superseded data were derived.
 JA0458
 JA0458_MARKER: DB = BENCH MARK DISK
 JA0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0458_STAMPING: J 324 1965
 JA0458_MARK LOGO: CGS
 JA0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0458+STABILITY: SURFACE MOTION
 JA0458
 JA0458  HISTORY     - Date     Condition        Report By
 JA0458  HISTORY     - 1965     MONUMENTED       CGS
 JA0458
 JA0458                          STATION DESCRIPTION
 JA0458
 JA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0458'2.2 MI E FROM MAUCKPORT.
 JA0458'1.65 MILES EAST ALONG STATE HIGHWAY 135 FROM THE HIGHWAY BRIDGE
 JA0458'OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.6 MILE NORTHEAST ALONG
 JA0458'STATE HIGHWAY 11, OR ABOUT 4.05 MILES WEST ALONG STATE HIGHWAY 11
 JA0458'FROM THE SCHOOLHOUSE AT LACONIA, IN SECTION 2, T 6 S, R 3 E, 128
 JA0458'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A ROAD
 JA0458'LEADING NORTHEAST, 58 1/2 FEET NORTH OF THE CENTER LINE OF THE
 JA0458'HIGHWAY, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36
 JA0458'FEET NORTH OF A GROUP OF HACKENBERRY TREES, 2.0 FEET SOUTH OF A
 JA0458'METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0458'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1104 ***********************************************************************
 HA1104  DESIGNATION -  J 325
 HA1104  PID         -  HA1104
 HA1104  STATE/COUNTY-  IN/VANDERBURGH
 HA1104  COUNTRY     -  US
 HA1104  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1104
 HA1104                         *CURRENT SURVEY CONTROL
 HA1104  ______________________________________________________________________
 HA1104* NAD 83(1986) POSITION- 37 54 22.     (N) 087 37 26.     (W)   SCALED
 HA1104* NAVD 88 ORTHO HEIGHT -   112.602 (meters)      369.43  (feet) ADJUSTED
 HA1104  ______________________________________________________________________
 HA1104  GEOID HEIGHT    -        -30.843 (meters)                     GEOID18
 HA1104  DYNAMIC HEIGHT  -        112.524 (meters)      369.17  (feet) COMP
 HA1104  MODELED GRAVITY -    979,937.1   (mgal)                       NAVD 88
 HA1104
 HA1104  VERT ORDER      -  FIRST     CLASS II
 HA1104
 HA1104.The horizontal coordinates were scaled from a map and have
 HA1104.an estimated accuracy of +/- 6 seconds.
 HA1104
 HA1104.The orthometric height was determined by differential leveling and
 HA1104.adjusted by the NATIONAL GEODETIC SURVEY
 HA1104.in June 1991.
 HA1104
 HA1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1104.GEOID18 height accuracy estimate available here.
 HA1104
 HA1104.Click photographs - Photos may exist for this station.
 HA1104
 HA1104.The dynamic height is computed by dividing the NAVD 88
 HA1104.geopotential number by the normal gravity value computed on the
 HA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1104.degrees latitude (g = 980.6199 gals.).
 HA1104
 HA1104.The modeled gravity was interpolated from observed gravity values.
 HA1104
 HA1104;                    North         East    Units  Estimated Accuracy
 HA1104;SPC IN W     -   295,210.      852,460.      MT  (+/- 180 meters Scaled)
 HA1104
 HA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG451955(NAD 83)
 HA1104
 HA1104                          SUPERSEDED SURVEY CONTROL
 HA1104
 HA1104  NGVD 29 (??/??/92)  112.699  (m)          369.75   (f) ADJ UNCH    1 2
 HA1104
 HA1104.Superseded values are not recommended for survey control.
 HA1104
 HA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1104.See file dsdata.pdf to determine how the superseded data were derived.
 HA1104
 HA1104_MARKER: DB = BENCH MARK DISK
 HA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1104_STAMPING: J 325 1965
 HA1104_MARK LOGO: CGS
 HA1104_PROJECTION: FLUSH
 HA1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1104+STABILITY: SURFACE MOTION
 HA1104
 HA1104  HISTORY     - Date     Condition        Report By
 HA1104  HISTORY     - 1965     MONUMENTED       CGS
 HA1104  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 HA1104
 HA1104                          STATION DESCRIPTION
 HA1104
 HA1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1104'8.2 MI SW FROM EVANSVILLE.
 HA1104'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1104'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1104'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1104'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES SOUTH
 HA1104'ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG
 HA1104'BROADWAY, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE, THENCE
 HA1104'4.1 MILES SOUTHWEST ALONG OLD HENDERSON ROAD, IN SECTION 22,
 HA1104'T 7 S, R 11 W, 61 FEET NORTHEAST OF THE CENTER LINE OF THE
 HA1104'ROAD, 117.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RONALD
 HA1104'BURGDORF HOUSE, 42 FEET NORTHEAST OF TELEPHONE POLE NUMBER 5396,
 HA1104'20 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY, ABOUT 1
 HA1104'FOOT ABOVE THE LEVEL OF THE DRIVEWAY, SET IN THE TOP OF A
 HA1104'CONCRETE POST FLUSH WITH THE GROUND.
 HA1104
 HA1104                          STATION RECOVERY (1995)
 HA1104
 HA1104'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0716 ***********************************************************************
 HA0716  DESIGNATION -  J 326
 HA0716  PID         -  HA0716
 HA0716  STATE/COUNTY-  IN/WARRICK
 HA0716  COUNTRY     -  US
 HA0716  USGS QUAD   -  NEWBURGH (2019)
 HA0716
 HA0716                         *CURRENT SURVEY CONTROL
 HA0716  ______________________________________________________________________
 HA0716* NAD 83(1986) POSITION- 37 56 21.     (N) 087 23 22.     (W)   SCALED
 HA0716* NAVD 88 ORTHO HEIGHT -   127.807 (meters)      419.31  (feet) ADJUSTED
 HA0716  ______________________________________________________________________
 HA0716  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 HA0716  DYNAMIC HEIGHT  -        127.720 (meters)      419.03  (feet) COMP
 HA0716  MODELED GRAVITY -    979,941.6   (mgal)                       NAVD 88
 HA0716
 HA0716  VERT ORDER      -  FIRST     CLASS II
 HA0716
 HA0716.The horizontal coordinates were scaled from a map and have
 HA0716.an estimated accuracy of +/- 6 seconds.
 HA0716
 HA0716.The orthometric height was determined by differential leveling and
 HA0716.adjusted by the NATIONAL GEODETIC SURVEY
 HA0716.in June 1991.
 HA0716
 HA0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0716.GEOID18 height accuracy estimate available here.
 HA0716
 HA0716.Click photographs - Photos may exist for this station.
 HA0716
 HA0716.The dynamic height is computed by dividing the NAVD 88
 HA0716.geopotential number by the normal gravity value computed on the
 HA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0716.degrees latitude (g = 980.6199 gals.).
 HA0716
 HA0716.The modeled gravity was interpolated from observed gravity values.
 HA0716
 HA0716;                    North         East    Units  Estimated Accuracy
 HA0716;SPC IN W     -   298,790.      873,090.      MT  (+/- 180 meters Scaled)
 HA0716
 HA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG657991(NAD 83)
 HA0716
 HA0716                          SUPERSEDED SURVEY CONTROL
 HA0716
 HA0716  NGVD 29 (??/??/92)  127.895  (m)          419.60   (f) ADJ UNCH    1 2
 HA0716
 HA0716.Superseded values are not recommended for survey control.
 HA0716
 HA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0716.See file dsdata.pdf to determine how the superseded data were derived.
 HA0716
 HA0716_MARKER: DB = BENCH MARK DISK
 HA0716_SETTING: 66 = SET IN ROCK OUTCROP
 HA0716_STAMPING: J 326 1965
 HA0716_MARK LOGO: CGS
 HA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0716+STABILITY: POSITION/ELEVATION WELL
 HA0716
 HA0716  HISTORY     - Date     Condition        Report By
 HA0716  HISTORY     - 1965     MONUMENTED       CGS
 HA0716  HISTORY     - 1988     GOOD             USPSQD
 HA0716  HISTORY     - 20111231 GOOD             GEOCAC
 HA0716
 HA0716                          STATION DESCRIPTION
 HA0716
 HA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0716'0.6 MI E FROM NEWBURGH.
 HA0716'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 662 FROM THE LOCK AND DAM
 HA0716'NUMBER 47 AT NEWBURGH, IN SECTION 2, T 7 S, R 9 W, ON THE CREST OF
 HA0716'A SLIGHT HILL, ABOUT 0.2 MILE WEST OF THE DRIVEWAY TO THE ORCHARD
 HA0716'ESTATE, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 HA0716'THE TOP OF THE SOUTHWEST CORNER OF A ROCK OUTCROP IN A BANK CUT,
 HA0716'101 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE WITH
 HA0716'A LINE CROSSING OVER THE HIGHWAY, 8 1/2 FEET EAST OF AN 8-INCH
 HA0716'ELM TREE, 7 FEET WEST OF AN 8-INCH COTTONWOOD TREE, AND ABOUT
 HA0716'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HA0716
 HA0716                          STATION RECOVERY (1988)
 HA0716
 HA0716'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0716'RECOVERED IN GOOD CONDITION.
 HA0716
 HA0716                          STATION RECOVERY (2011)
 HA0716
 HA0716'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0716'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0510 ***********************************************************************
 JA0510  DESIGNATION -  J 327
 JA0510  PID         -  JA0510
 JA0510  STATE/COUNTY-  IN/PERRY
 JA0510  COUNTRY     -  US
 JA0510  USGS QUAD   -  ALTON (2019)
 JA0510
 JA0510                         *CURRENT SURVEY CONTROL
 JA0510  ______________________________________________________________________
 JA0510* NAD 83(1986) POSITION- 38 05 52.     (N) 086 29 32.     (W)   SCALED
 JA0510* NAVD 88 ORTHO HEIGHT -   191.809 (meters)      629.29  (feet) ADJUSTED
 JA0510  ______________________________________________________________________
 JA0510  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 JA0510  DYNAMIC HEIGHT  -        191.672 (meters)      628.84  (feet) COMP
 JA0510  MODELED GRAVITY -    979,911.3   (mgal)                       NAVD 88
 JA0510
 JA0510  VERT ORDER      -  FIRST     CLASS II
 JA0510
 JA0510.The horizontal coordinates were scaled from a map and have
 JA0510.an estimated accuracy of +/- 6 seconds.
 JA0510
 JA0510.The orthometric height was determined by differential leveling and
 JA0510.adjusted by the NATIONAL GEODETIC SURVEY
 JA0510.in June 1991.
 JA0510
 JA0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0510.GEOID18 height accuracy estimate available here.
 JA0510
 JA0510.Click photographs - Photos may exist for this station.
 JA0510
 JA0510.The dynamic height is computed by dividing the NAVD 88
 JA0510.geopotential number by the normal gravity value computed on the
 JA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0510.degrees latitude (g = 980.6199 gals.).
 JA0510
 JA0510.The modeled gravity was interpolated from observed gravity values.
 JA0510
 JA0510;                    North         East    Units  Estimated Accuracy
 JA0510;SPC IN W     -   316,510.      951,850.      MT  (+/- 180 meters Scaled)
 JA0510
 JA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH445167(NAD 83)
 JA0510
 JA0510                          SUPERSEDED SURVEY CONTROL
 JA0510
 JA0510  NGVD 29 (??/??/92)  191.912  (m)          629.63   (f) ADJ UNCH    1 2
 JA0510
 JA0510.Superseded values are not recommended for survey control.
 JA0510
 JA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0510.See file dsdata.pdf to determine how the superseded data were derived.
 JA0510
 JA0510_MARKER: DB = BENCH MARK DISK
 JA0510_SETTING: 66 = SET IN ROCK OUTCROP
 JA0510_STAMPING: J 327 1965
 JA0510_MARK LOGO: CGS
 JA0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0510+STABILITY: POSITION/ELEVATION WELL
 JA0510
 JA0510  HISTORY     - Date     Condition        Report By
 JA0510  HISTORY     - 1965     MONUMENTED       CGS
 JA0510
 JA0510                          STATION DESCRIPTION
 JA0510
 JA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0510'7 MI NE FROM DERBY.
 JA0510'0.1 MILE EAST ALONG A PAVED STREET FROM THE BAPTIST CHURCH AT
 JA0510'DERBY, THENCE 6.95 MILES NORTHEAST ALONG STATE HIGHWAY 66, OR
 JA0510'ABOUT 11.25 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST
 JA0510'OFFICE AT SULPHUR, IN SECTION 11, T 5 S, R 1 W, 27 1/2 FEET
 JA0510'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 JA0510'FLAT ROCK OUTCROP FLUSH WITH THE GROUND, 14 FEET WEST OF THE
 JA0510'CENTER LINE OF A TRAIL ROAD LEADING NORTHWEST, 28 1/2 FEET EAST
 JA0510'OF A TELEPHONE POLE, 12.0 FEET SOUTHEAST OF A METAL WITNESS
 JA0510'POST, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0552 ***********************************************************************
 JA0552  DESIGNATION -  J 328
 JA0552  PID         -  JA0552
 JA0552  STATE/COUNTY-  IN/DUBOIS
 JA0552  COUNTRY     -  US
 JA0552  USGS QUAD   -  BIRDSEYE (2019)
 JA0552
 JA0552                         *CURRENT SURVEY CONTROL
 JA0552  ______________________________________________________________________
 JA0552* NAD 83(1986) POSITION- 38 18 12.     (N) 086 44 28.     (W)   SCALED
 JA0552* NAVD 88 ORTHO HEIGHT -   194.913 (meters)      639.48  (feet) ADJUSTED
 JA0552  ______________________________________________________________________
 JA0552  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 JA0552  DYNAMIC HEIGHT  -        194.779 (meters)      639.04  (feet) COMP
 JA0552  MODELED GRAVITY -    979,939.7   (mgal)                       NAVD 88
 JA0552
 JA0552  VERT ORDER      -  FIRST     CLASS II
 JA0552
 JA0552.The horizontal coordinates were scaled from a map and have
 JA0552.an estimated accuracy of +/- 6 seconds.
 JA0552
 JA0552.The orthometric height was determined by differential leveling and
 JA0552.adjusted by the NATIONAL GEODETIC SURVEY
 JA0552.in June 1991.
 JA0552
 JA0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0552.GEOID18 height accuracy estimate available here.
 JA0552
 JA0552.Click photographs - Photos may exist for this station.
 JA0552
 JA0552.The dynamic height is computed by dividing the NAVD 88
 JA0552.geopotential number by the normal gravity value computed on the
 JA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0552.degrees latitude (g = 980.6199 gals.).
 JA0552
 JA0552.The modeled gravity was interpolated from observed gravity values.
 JA0552
 JA0552;                    North         East    Units  Estimated Accuracy
 JA0552;SPC IN W     -   339,220.      929,930.      MT  (+/- 180 meters Scaled)
 JA0552
 JA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH226395(NAD 83)
 JA0552
 JA0552                          SUPERSEDED SURVEY CONTROL
 JA0552
 JA0552  NGVD 29 (??/??/92)  195.023  (m)          639.84   (f) ADJ UNCH    1 2
 JA0552
 JA0552.Superseded values are not recommended for survey control.
 JA0552
 JA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0552.See file dsdata.pdf to determine how the superseded data were derived.
 JA0552
 JA0552_MARKER: DB = BENCH MARK DISK
 JA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0552_STAMPING: J 328 1965
 JA0552_MARK LOGO: CGS
 JA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0552+STABILITY: SURFACE MOTION
 JA0552
 JA0552  HISTORY     - Date     Condition        Report By
 JA0552  HISTORY     - 1965     MONUMENTED       CGS
 JA0552
 JA0552                          STATION DESCRIPTION
 JA0552
 JA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0552'3.1 MI W FROM BIRDSEYE.
 JA0552'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0552'AT BIRDSEYE, THENCE 3.0 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0552'IN SECTION 33, T 2 S, R 3 W, ABOUT 8 RAILS WEST OF MILEPOST 211, 98
 JA0552'FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JA0552'PRIVATE ROAD, 95 FEET SOUTH OF THE SOUTH RAIL, 10 FEET WEST
 JA0552'OF THE CENTER LINE OF THE ROAD, 155 FEET SOUTHEAST OF A SEMAPHORE
 JA0552'NUMBER 2109, 2 FEET NORTH OF A FENCE, 2.1 FEET SOUTH OF A METAL
 JA0552'WITNESS POST, ABOUT LEVEL WITH THE RAILS AND THE ROAD, SET
 JA0552'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0894 ***********************************************************************
 KA0894  DESIGNATION -  J 33
 KA0894  PID         -  KA0894
 KA0894  STATE/COUNTY-  IN/PARKE
 KA0894  COUNTRY     -  US
 KA0894  USGS QUAD   -  ROCKVILLE (2019)
 KA0894
 KA0894                         *CURRENT SURVEY CONTROL
 KA0894  ______________________________________________________________________
 KA0894* NAD 83(1986) POSITION- 39 48 48.     (N) 087 08 00.     (W)   SCALED
 KA0894* NAVD 88 ORTHO HEIGHT -   184.773 (meters)      606.21  (feet) ADJUSTED
 KA0894  ______________________________________________________________________
 KA0894  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 KA0894  DYNAMIC HEIGHT  -        184.668 (meters)      605.86  (feet) COMP
 KA0894  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 KA0894
 KA0894  VERT ORDER      -  SECOND    CLASS 0
 KA0894
 KA0894.The horizontal coordinates were scaled from a map and have
 KA0894.an estimated accuracy of +/- 6 seconds.
 KA0894
 KA0894.The orthometric height was determined by differential leveling and
 KA0894.adjusted by the NATIONAL GEODETIC SURVEY
 KA0894.in June 1991.
 KA0894
 KA0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0894.GEOID18 height accuracy estimate available here.
 KA0894
 KA0894.Click photographs - Photos may exist for this station.
 KA0894
 KA0894.The dynamic height is computed by dividing the NAVD 88
 KA0894.geopotential number by the normal gravity value computed on the
 KA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0894.degrees latitude (g = 980.6199 gals.).
 KA0894
 KA0894.The modeled gravity was interpolated from observed gravity values.
 KA0894
 KA0894;                    North         East    Units  Estimated Accuracy
 KA0894;SPC IN W     -   506,790.      895,720.      MT  (+/- 180 meters Scaled)
 KA0894
 KA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK885070(NAD 83)
 KA0894
 KA0894                          SUPERSEDED SURVEY CONTROL
 KA0894
 KA0894  NGVD 29 (??/??/92)  184.866  (m)          606.51   (f) ADJ UNCH    2 0
 KA0894
 KA0894.Superseded values are not recommended for survey control.
 KA0894
 KA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0894.See file dsdata.pdf to determine how the superseded data were derived.
 KA0894
 KA0894_MARKER: DB = BENCH MARK DISK
 KA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0894_STAMPING: J 33 1934
 KA0894_MARK LOGO: CGS
 KA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0894+STABILITY: SURFACE MOTION
 KA0894
 KA0894  HISTORY     - Date     Condition        Report By
 KA0894  HISTORY     - 1934     MONUMENTED       CGS
 KA0894  HISTORY     - 1935     GOOD             CGS
 KA0894
 KA0894                          STATION DESCRIPTION
 KA0894
 KA0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0894'AT JUDSON.
 KA0894'AT JUDSON, PARKE COUNTY, 100 YARDS NORTH OF THE PENNSYLVANIA
 KA0894'RAILROAD, 9-1/2 RAILS SOUTH OF MILEPOST 30, 50 YARDS NORTHEAST
 KA0894'OF THE GEORGE WILLIAMS HOUSE, 11 YARDS WEST OF THE WEST RAIL,
 KA0894'AND 1 FOOT EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED
 KA0894'J 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0894'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0990 ***********************************************************************
 JA0990  DESIGNATION -  J 331
 JA0990  PID         -  JA0990
 JA0990  STATE/COUNTY-  IN/PIKE
 JA0990  COUNTRY     -  US
 JA0990  USGS QUAD   -  AUGUSTA (2019)
 JA0990
 JA0990                         *CURRENT SURVEY CONTROL
 JA0990  ______________________________________________________________________
 JA0990* NAD 83(1986) POSITION- 38 21 36.     (N) 087 07 39.     (W)   SCALED
 JA0990* NAVD 88 ORTHO HEIGHT -   134.091 (meters)      439.93  (feet) ADJUSTED
 JA0990  ______________________________________________________________________
 JA0990  GEOID HEIGHT    -        -32.060 (meters)                     GEOID18
 JA0990  DYNAMIC HEIGHT  -        134.002 (meters)      439.64  (feet) COMP
 JA0990  MODELED GRAVITY -    979,965.9   (mgal)                       NAVD 88
 JA0990
 JA0990  VERT ORDER      -  FIRST     CLASS II
 JA0990
 JA0990.The horizontal coordinates were scaled from a map and have
 JA0990.an estimated accuracy of +/- 6 seconds.
 JA0990
 JA0990.The orthometric height was determined by differential leveling and
 JA0990.adjusted by the NATIONAL GEODETIC SURVEY
 JA0990.in June 1991.
 JA0990
 JA0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0990.GEOID18 height accuracy estimate available here.
 JA0990
 JA0990.Click photographs - Photos may exist for this station.
 JA0990
 JA0990.The dynamic height is computed by dividing the NAVD 88
 JA0990.geopotential number by the normal gravity value computed on the
 JA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0990.degrees latitude (g = 980.6199 gals.).
 JA0990
 JA0990.The modeled gravity was interpolated from observed gravity values.
 JA0990
 JA0990;                    North         East    Units  Estimated Accuracy
 JA0990;SPC IN W     -   345,450.      896,140.      MT  (+/- 180 meters Scaled)
 JA0990
 JA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH888457(NAD 83)
 JA0990
 JA0990                          SUPERSEDED SURVEY CONTROL
 JA0990
 JA0990  NGVD 29 (??/??/92)  134.207  (m)          440.31   (f) ADJ UNCH    1 2
 JA0990
 JA0990.Superseded values are not recommended for survey control.
 JA0990
 JA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0990.See file dsdata.pdf to determine how the superseded data were derived.
 JA0990
 JA0990_MARKER: DB = BENCH MARK DISK
 JA0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0990_SP_SET: BRIDGE
 JA0990_STAMPING: J 331 1965
 JA0990_MARK LOGO: CGS
 JA0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0990
 JA0990  HISTORY     - Date     Condition        Report By
 JA0990  HISTORY     - 1965     MONUMENTED       CGS
 JA0990
 JA0990                          STATION DESCRIPTION
 JA0990
 JA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0990'6 MI E FROM WINSLOW.
 JA0990'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0990'OFFICE AT WINSLOW, THENCE 5.5 MILES EAST ALONG THE SOUTHERN
 JA0990'RAILWAY, IN SECTION 12, T 2 S, R 7 W, 0.25 MILE EAST OF MILEPOST
 JA0990'188, 92 FEET NORTH OF THE NORTH RAIL, 68 FEET NORTH-NORTHEAST
 JA0990'OF TELEPHONE POLE NUMBER 74B, 24 FEET SOUTH OF THE CENTER LINE
 JA0990'OF A TRACK ROAD LEADING WEST, 11 FEET WEST OF THE CENTER LINE
 JA0990'OF A BRIDGE OVER A ROAD, SET IN THE CENTER OF THE TOP OF THE
 JA0990'NORTHWEST CONCRETE WINGWALL OF THE BRIDGE, 4 FEET WEST OF THE NORTH
 JA0990'END OF THE WEST STEEL RAILING OF THE BRIDGE, ABOUT LEVEL WITH THE
 JA0990'RAILS, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1122 ***********************************************************************
 JA1122  DESIGNATION -  J 332
 JA1122  PID         -  JA1122
 JA1122  STATE/COUNTY-  IN/GIBSON
 JA1122  COUNTRY     -  US
 JA1122  USGS QUAD   -  PRINCETON (2019)
 JA1122
 JA1122                         *CURRENT SURVEY CONTROL
 JA1122  ______________________________________________________________________
 JA1122* NAD 83(1986) POSITION- 38 20 00.     (N) 087 31 19.     (W)   SCALED
 JA1122* NAVD 88 ORTHO HEIGHT -   146.677 (meters)      481.22  (feet) ADJUSTED
 JA1122  ______________________________________________________________________
 JA1122  GEOID HEIGHT    -        -31.534 (meters)                     GEOID18
 JA1122  DYNAMIC HEIGHT  -        146.580 (meters)      480.90  (feet) COMP
 JA1122  MODELED GRAVITY -    979,963.6   (mgal)                       NAVD 88
 JA1122
 JA1122  VERT ORDER      -  FIRST     CLASS II
 JA1122
 JA1122.The horizontal coordinates were scaled from a map and have
 JA1122.an estimated accuracy of +/- 6 seconds.
 JA1122
 JA1122.The orthometric height was determined by differential leveling and
 JA1122.adjusted by the NATIONAL GEODETIC SURVEY
 JA1122.in June 1991.
 JA1122
 JA1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1122.GEOID18 height accuracy estimate available here.
 JA1122
 JA1122.Click photographs - Photos may exist for this station.
 JA1122
 JA1122.The dynamic height is computed by dividing the NAVD 88
 JA1122.geopotential number by the normal gravity value computed on the
 JA1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1122.degrees latitude (g = 980.6199 gals.).
 JA1122
 JA1122.The modeled gravity was interpolated from observed gravity values.
 JA1122
 JA1122;                    North         East    Units  Estimated Accuracy
 JA1122;SPC IN W     -   342,580.      861,650.      MT  (+/- 180 meters Scaled)
 JA1122
 JA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH543429(NAD 83)
 JA1122
 JA1122                          SUPERSEDED SURVEY CONTROL
 JA1122
 JA1122  NGVD 29 (??/??/92)  146.814  (m)          481.67   (f) ADJ UNCH    1 2
 JA1122
 JA1122.Superseded values are not recommended for survey control.
 JA1122
 JA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1122.See file dsdata.pdf to determine how the superseded data were derived.
 JA1122
 JA1122_MARKER: DB = BENCH MARK DISK
 JA1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1122_SP_SET: CULVERT HEADWALL
 JA1122_STAMPING: J 332 1965
 JA1122_MARK LOGO: CGS
 JA1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1122+STABILITY: SURFACE MOTION
 JA1122
 JA1122  HISTORY     - Date     Condition        Report By
 JA1122  HISTORY     - 1965     MONUMENTED       CGS
 JA1122
 JA1122                          STATION DESCRIPTION
 JA1122
 JA1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1122'3.5 MI SE FROM PRINCETON.
 JA1122'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE GIBSON
 JA1122'COUNTY COURTHOUSE AT PRINCETON, THENCE 2.6 MILES EAST ALONG THE
 JA1122'SOUTHERN RAILWAY, OR ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64
 JA1122'FROM THE POST OFFICE AT FRANCISCO, THENCE 3.9 MILES WEST ALONG THE
 JA1122'SOUTHERN RAILWAY, 4 POLES EAST OF MILEPOST 165, 172 FEET EAST
 JA1122'OF THE CENTER OF A CROSSING OF THE RAILROAD AND PAVED ROAD
 JA1122'NUMBER 150S, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 JA1122'HEADWALL OF A CULVERT, 135 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JA1122'20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE
 JA1122'CENTER LINE OF A FIELD ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT
 JA1122'8 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1010 ***********************************************************************
 MD1010  DESIGNATION -  J 333
 MD1010  PID         -  MD1010
 MD1010  STATE/COUNTY-  IN/KOSCIUSKO
 MD1010  COUNTRY     -  US
 MD1010  USGS QUAD   -  WARSAW (2019)
 MD1010
 MD1010                         *CURRENT SURVEY CONTROL
 MD1010  ______________________________________________________________________
 MD1010* NAD 83(1986) POSITION- 41 13 34.     (N) 085 47 41.     (W)   SCALED
 MD1010* NAVD 88 ORTHO HEIGHT -   263.757 (meters)      865.34  (feet) ADJUSTED
 MD1010  ______________________________________________________________________
 MD1010  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 MD1010  DYNAMIC HEIGHT  -        263.644 (meters)      864.97  (feet) COMP
 MD1010  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 MD1010
 MD1010  VERT ORDER      -  FIRST     CLASS I
 MD1010
 MD1010.The horizontal coordinates were scaled from a map and have
 MD1010.an estimated accuracy of +/- 6 seconds.
 MD1010
 MD1010.The orthometric height was determined by differential leveling and
 MD1010.adjusted by the NATIONAL GEODETIC SURVEY
 MD1010.in June 1991.
 MD1010
 MD1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1010.GEOID18 height accuracy estimate available here.
 MD1010
 MD1010.Click photographs - Photos may exist for this station.
 MD1010
 MD1010.The dynamic height is computed by dividing the NAVD 88
 MD1010.geopotential number by the normal gravity value computed on the
 MD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1010.degrees latitude (g = 980.6199 gals.).
 MD1010
 MD1010.The modeled gravity was interpolated from observed gravity values.
 MD1010
 MD1010;                    North         East    Units  Estimated Accuracy
 MD1010;SPC IN E     -   663,680.       89,260.      MT  (+/- 180 meters Scaled)
 MD1010
 MD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL010645(NAD 83)
 MD1010
 MD1010                          SUPERSEDED SURVEY CONTROL
 MD1010
 MD1010  NGVD 29 (01/19/93)  263.890  (m)          865.78   (f) ADJUSTED    1 1
 MD1010  NGVD 29 (??/??/92)  263.890  (m)          865.78   (f) SUPERSEDED  1 1
 MD1010
 MD1010.Superseded values are not recommended for survey control.
 MD1010
 MD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1010.See file dsdata.pdf to determine how the superseded data were derived.
 MD1010
 MD1010_MARKER: DB = BENCH MARK DISK
 MD1010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1010_STAMPING: J 333 1968
 MD1010_MARK LOGO: CGS
 MD1010_PROJECTION: RECESSED 2 CENTIMETERS
 MD1010_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1010+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1010_ROD/PIPE-DEPTH: 6.7 meters
 MD1010
 MD1010  HISTORY     - Date     Condition        Report By
 MD1010  HISTORY     - 1968     MONUMENTED       CGS
 MD1010  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1010  HISTORY     - 1990     GOOD             USPSQD
 MD1010  HISTORY     - 19921008 GOOD             NGS
 MD1010  HISTORY     - 19971120 GOOD             USPSQD
 MD1010
 MD1010                          STATION DESCRIPTION
 MD1010
 MD1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1010'3.4 MI SE FROM WARSAW.
 MD1010'ABOUT 3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1010'AT WARSAW, 146 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 MD1010'COUNTY ROAD 250 E WITH THE EASTBOUND LANE OF THE HIGHWAY, 48
 MD1010'FEET SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 MD1010'HIGHWAY, 3 FEET NORTHEAST OF A 4 1/2 FOOT HIGH VERTICAL RAIL
 MD1010'SERVING AS A FENCE POST, 1 1/2 FEET NORTHEAST OF A HIGHWAY
 MD1010'RIGHT-OF-WAY POST, 2 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 1.1
 MD1010'FEET NORTHWEST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF
 MD1010'THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 MD1010'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 MD1010'BY A 4 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF
 MD1010'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 22 FEET TO REFUSAL.
 MD1010
 MD1010                          STATION RECOVERY (1989)
 MD1010
 MD1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEW)
 MD1010'MARK NOT FOUND.
 MD1010
 MD1010                          STATION RECOVERY (1990)
 MD1010
 MD1010'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1010'RECOVERED IN GOOD CONDITION.
 MD1010
 MD1010                          STATION RECOVERY (1992)
 MD1010
 MD1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1010'3.0 KM (1.85 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD1010'IN WARSAW, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG SOUTH ARGONNE
 MD1010'ROAD, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG EAST CENTER STREET AND
 MD1010'U.S. HIGHWAY 30, 44.5 M (146.0 FT) NORTHWEST OF THE CENTERLINE OF
 MD1010'COUNTY ROAD 250 E, 14.9 M (48.9 FT) SOUTHWEST OF THE CENTERLINE OF
 MD1010'THE EASTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 MD1010'THE HIGHWAY, 1.1 M (3.6 FT) NORTHEAST OF A VERTICAL SECTION OF RAIL,
 MD1010'0.55 M (1.80 FT) SOUTHEAST OF UTILITY POLE NUMBER 624 135, 0.4 M (1.3
 MD1010'FT) NORTHWEST OF UTILITY POLE 638 959 K13J 5116, 0.3 M (1.0 FT)
 MD1010'NORTH-NORTHEAST OF A FENCE CORNER, AND 0.2 M (0.7 FT) SOUTHWEST OF A
 MD1010'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 MD1010'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 MD1010
 MD1010                          STATION RECOVERY (1997)
 MD1010
 MD1010'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0263 ***********************************************************************
 ME0263  DESIGNATION -  J 334
 ME0263  PID         -  ME0263
 ME0263  STATE/COUNTY-  IN/MARSHALL
 ME0263  COUNTRY     -  US
 ME0263  USGS QUAD   -  PLYMOUTH (2019)
 ME0263
 ME0263                         *CURRENT SURVEY CONTROL
 ME0263  ______________________________________________________________________
 ME0263* NAD 83(1986) POSITION- 41 19 58.     (N) 086 16 30.     (W)   SCALED
 ME0263* NAVD 88 ORTHO HEIGHT -   256.819 (meters)      842.58  (feet) ADJUSTED
 ME0263  ______________________________________________________________________
 ME0263  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0263  DYNAMIC HEIGHT  -        256.711 (meters)      842.23  (feet) COMP
 ME0263  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 ME0263
 ME0263  VERT ORDER      -  FIRST     CLASS I
 ME0263
 ME0263.The horizontal coordinates were scaled from a map and have
 ME0263.an estimated accuracy of +/- 6 seconds.
 ME0263
 ME0263.The orthometric height was determined by differential leveling and
 ME0263.adjusted by the NATIONAL GEODETIC SURVEY
 ME0263.in June 1991.
 ME0263
 ME0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0263.GEOID18 height accuracy estimate available here.
 ME0263
 ME0263.Click photographs - Photos may exist for this station.
 ME0263
 ME0263.The dynamic height is computed by dividing the NAVD 88
 ME0263.geopotential number by the normal gravity value computed on the
 ME0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0263.degrees latitude (g = 980.6199 gals.).
 ME0263
 ME0263.The modeled gravity was interpolated from observed gravity values.
 ME0263
 ME0263;                    North         East    Units  Estimated Accuracy
 ME0263;SPC IN E     -   675,690.       49,080.      MT  (+/- 180 meters Scaled)
 ME0263
 ME0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL606759(NAD 83)
 ME0263
 ME0263                          SUPERSEDED SURVEY CONTROL
 ME0263
 ME0263  NGVD 29 (01/19/93)  256.941  (m)          842.98   (f) ADJUSTED    1 1
 ME0263  NGVD 29 (??/??/92)  256.941  (m)          842.98   (f) SUPERSEDED  1 1
 ME0263
 ME0263.Superseded values are not recommended for survey control.
 ME0263
 ME0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0263.See file dsdata.pdf to determine how the superseded data were derived.
 ME0263
 ME0263_MARKER: DB = BENCH MARK DISK
 ME0263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0263_SP_SET: PIER
 ME0263_STAMPING: J 334 1968
 ME0263_MARK LOGO: CGS
 ME0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0263+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0263
 ME0263  HISTORY     - Date     Condition        Report By
 ME0263  HISTORY     - 1968     MONUMENTED       CGS
 ME0263  HISTORY     - 1984     GOOD             USPSQD
 ME0263  HISTORY     - 1987     GOOD             USPSQD
 ME0263  HISTORY     - 1990     GOOD             USPSQD
 ME0263  HISTORY     - 19920909 GOOD             NGS
 ME0263
 ME0263                          STATION DESCRIPTION
 ME0263
 ME0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0263'2 MI E FROM PLYMOUTH.
 ME0263'ABOUT 2.0 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0263'STATION AT PLYMOUTH, ABOUT 0.15 MILE EAST OF MILEPOST 382, SET
 ME0263'VERTICALLY IN THE NORTH FACE IN THE CENTER OF THE CONCRETE PIER
 ME0263'WHICH IS BETWEEN THE TRACK AND BUSINESS U.S. HIGHWAY 30 UNDER
 ME0263'THE SOUTHBOUND LANE OF THE U.S. HIGHWAY 31 BY-PASS, 40 FEET
 ME0263'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 38 FEET SOUTH
 ME0263'OF THE CENTER LINE OF THE HIGHWAY, 3.3 FEET ABOVE THE LEVEL OF
 ME0263'THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IN SECTION
 ME0263'3, R 2 E, T 33 N.
 ME0263
 ME0263                          STATION RECOVERY (1984)
 ME0263
 ME0263'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0263'RECOVERED IN GOOD CONDITION.
 ME0263
 ME0263                          STATION RECOVERY (1987)
 ME0263
 ME0263'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0263'RECOVERED IN GOOD CONDITION.
 ME0263
 ME0263                          STATION RECOVERY (1990)
 ME0263
 ME0263'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0263'RECOVERED IN GOOD CONDITION.
 ME0263
 ME0263                          STATION RECOVERY (1992)
 ME0263
 ME0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0263'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0263'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, SET
 ME0263'VERTICALLY IN NEAR THE CENTER OF THE NORTH FACE OF THE FIRST CONCRETE
 ME0263'PIER NORTH OF THE TRACK OF THE SOUTHBOUND U.S. HIGHWAY 31 OVERPASS OF
 ME0263'THE RAILROAD, 15.4 M (50.5 FT) NORTH OF THE NEAR RAIL, 11.3 M
 ME0263'(37.1 FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 30, 3.1 M (10.2 FT)
 ME0263'EAST OF THE WEST END OF THE PIER, AND 1.0 M (3.3 FT) ABOVE THE GROUND
 ME0263'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0278 ***********************************************************************
 ME0278  DESIGNATION -  J 335
 ME0278  PID         -  ME0278
 ME0278  STATE/COUNTY-  IN/MARSHALL
 ME0278  COUNTRY     -  US
 ME0278  USGS QUAD   -  PLYMOUTH (2019)
 ME0278
 ME0278                         *CURRENT SURVEY CONTROL
 ME0278  ______________________________________________________________________
 ME0278* NAD 83(1986) POSITION- 41 20 51.     (N) 086 22 00.     (W)   SCALED
 ME0278* NAVD 88 ORTHO HEIGHT -   249.860 (meters)      819.75  (feet) ADJUSTED
 ME0278  ______________________________________________________________________
 ME0278  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME0278  DYNAMIC HEIGHT  -        249.757 (meters)      819.41  (feet) COMP
 ME0278  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 ME0278
 ME0278  VERT ORDER      -  FIRST     CLASS I
 ME0278
 ME0278.The horizontal coordinates were scaled from a map and have
 ME0278.an estimated accuracy of +/- 6 seconds.
 ME0278
 ME0278.The orthometric height was determined by differential leveling and
 ME0278.adjusted by the NATIONAL GEODETIC SURVEY
 ME0278.in June 1991.
 ME0278
 ME0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0278.GEOID18 height accuracy estimate available here.
 ME0278
 ME0278.Click photographs - Photos may exist for this station.
 ME0278
 ME0278.The dynamic height is computed by dividing the NAVD 88
 ME0278.geopotential number by the normal gravity value computed on the
 ME0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0278.degrees latitude (g = 980.6199 gals.).
 ME0278
 ME0278.The modeled gravity was interpolated from observed gravity values.
 ME0278
 ME0278;                    North         East    Units  Estimated Accuracy
 ME0278;SPC IN E     -   677,390.       41,420.      MT  (+/- 180 meters Scaled)
 ME0278
 ME0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL529775(NAD 83)
 ME0278
 ME0278                          SUPERSEDED SURVEY CONTROL
 ME0278
 ME0278  NGVD 29 (01/19/93)  249.977  (m)          820.13   (f) ADJUSTED    1 1
 ME0278  NGVD 29 (??/??/92)  249.977  (m)          820.13   (f) SUPERSEDED  1 1
 ME0278
 ME0278.Superseded values are not recommended for survey control.
 ME0278
 ME0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0278.See file dsdata.pdf to determine how the superseded data were derived.
 ME0278
 ME0278_MARKER: DB = BENCH MARK DISK
 ME0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0278_STAMPING: J 335 1968
 ME0278_MARK LOGO: CGS
 ME0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0278+STABILITY: SURFACE MOTION
 ME0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0278+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0278
 ME0278  HISTORY     - Date     Condition        Report By
 ME0278  HISTORY     - 1968     MONUMENTED       CGS
 ME0278  HISTORY     - 1984     GOOD             USPSQD
 ME0278  HISTORY     - 1990     GOOD             USPSQD
 ME0278  HISTORY     - 19920907 GOOD             NGS
 ME0278
 ME0278                          STATION DESCRIPTION
 ME0278
 ME0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0278'2.8 MI W FROM PLYMOUTH.
 ME0278'ABOUT 2.8 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0278'STATION AT PLYMOUTH, IN SECTION 36, R 1 E, T 34 N, ABOUT 0.3
 ME0278'MILE EAST OF MILEPOST 387, 83 1/2 FEET SOUTHEAST OF THE CENTER
 ME0278'OF THE CROSSING OF QUINCIE ROAD AND THE EASTBOUND TRACK, 70 1/2
 ME0278'FEET EAST OF THE CENTER LINE OF THE ROAD, 28.7 FEET SOUTH OF THE
 ME0278'SOUTH RAIL OF THE EASTBOUND TRACK, 2 1/2 FEET EAST OF A TELEGRAPH
 ME0278'POLE, IN LINE WITH A ROW OF POLES, 1.3 FEET EAST OF A METAL
 ME0278'WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 ME0278'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 ME0278'GROUND.
 ME0278
 ME0278                          STATION RECOVERY (1984)
 ME0278
 ME0278'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0278'ABOUT 2.3 FEET WEST OF TELEGRAPH POLE. THERE IS NO WITNESS POST.
 ME0278
 ME0278                          STATION RECOVERY (1990)
 ME0278
 ME0278'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0278'RECOVERED IN GOOD CONDITION.
 ME0278
 ME0278                          STATION RECOVERY (1992)
 ME0278
 ME0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0278'5.1 KM (3.15 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0278'OF STATE HIGHWAY 17 IN PLYMOUTH, 22.7 M (74.5 FT) EAST OF THE
 ME0278'CENTERLINE OF QUINCE ROAD, 8.7 M (28.5 FT) SOUTH OF THR NEAR RAIL,
 ME0278'1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT)
 ME0278'WEST-NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 ME0278'POST, AND THE MONUMENT PROJETCS 0.3 M (1.0 FT) ABOVE THE GROUND
 ME0278'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1213 ***********************************************************************
 ME1213  DESIGNATION -  J 336
 ME1213  PID         -  ME1213
 ME1213  STATE/COUNTY-  IN/PORTER
 ME1213  COUNTRY     -  US
 ME1213  USGS QUAD   -  VALPARAISO (2019)
 ME1213
 ME1213                         *CURRENT SURVEY CONTROL
 ME1213  ______________________________________________________________________
 ME1213* NAD 83(1986) POSITION- 41 28 19.82   (N) 087 04 29.96   (W)   HD_HELD1
 ME1213* NAVD 88 ORTHO HEIGHT -   225.663 (meters)      740.36  (feet) ADJUSTED
 ME1213  ______________________________________________________________________
 ME1213  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME1213  DYNAMIC HEIGHT  -        225.574 (meters)      740.07  (feet) COMP
 ME1213  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 ME1213
 ME1213  VERT ORDER      -  FIRST     CLASS I
 ME1213
 ME1213.The horizontal coordinates were determined by differentially corrected
 ME1213.hand held GPS observations or other comparable positioning techniques
 ME1213.and have an estimated accuracy of +/- 3 meters.
 ME1213
 ME1213.The orthometric height was determined by differential leveling and
 ME1213.adjusted by the NATIONAL GEODETIC SURVEY
 ME1213.in June 1991.
 ME1213
 ME1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1213.GEOID18 height accuracy estimate available here.
 ME1213
 ME1213.Click photographs - Photos may exist for this station.
 ME1213
 ME1213.The dynamic height is computed by dividing the NAVD 88
 ME1213.geopotential number by the normal gravity value computed on the
 ME1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1213.degrees latitude (g = 980.6199 gals.).
 ME1213
 ME1213.The modeled gravity was interpolated from observed gravity values.
 ME1213
 ME1213;                    North         East    Units  Estimated Accuracy
 ME1213;SPC IN W     -   690,995.2     900,697.0     MT  (+/- 3 meters HH1 GPS) 
 ME1213
 ME1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9373891177(NAD 83)
 ME1213
 ME1213                          SUPERSEDED SURVEY CONTROL
 ME1213
 ME1213  NGVD 29 (01/19/93)  225.755  (m)          740.66   (f) ADJUSTED    1 1
 ME1213  NGVD 29 (??/??/92)  225.755  (m)          740.66   (f) SUPERSEDED  1 1
 ME1213
 ME1213.Superseded values are not recommended for survey control.
 ME1213
 ME1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1213.See file dsdata.pdf to determine how the superseded data were derived.
 ME1213
 ME1213_MARKER: DB = BENCH MARK DISK
 ME1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1213_SP_SET: TOWER FOOTING
 ME1213_STAMPING: J 336 1968
 ME1213_MARK LOGO: CGS
 ME1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1213+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME1213
 ME1213  HISTORY     - Date     Condition        Report By
 ME1213  HISTORY     - 1968     MONUMENTED       CGS
 ME1213  HISTORY     - 19920906 GOOD             NGS
 ME1213  HISTORY     - 20220711 GOOD             IN-127
 ME1213  HISTORY     - 20240706 GOOD             USPSQD
 ME1213
 ME1213                          STATION DESCRIPTION
 ME1213
 ME1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1213'AT VALPARAISO, IN SECTION 23, R6W, T35N, ABOUT 0.7 MILE
 ME1213'WEST ALONG STATE ROUTE 130 FROM THE POST OFFICE BUILDING, NEAR
 ME1213'THE JUNCTION OF THE HIGHWAY AND YELLOWSTONE DRIVE, ON THE GROUND
 ME1213'OF THE VALPARAISO TECHNICAL INSTITUTE, SET VERTICALLY IN THE
 ME1213'SOUTH FACE OF THE CONCRETE BASE SUPPORTING THE TOWER FOR RADIO
 ME1213'STATION WNWI, 337 FEET NORTHEAST OF THE JUNCTION OF THE ROUTE
 ME1213'130 AND THE DRIVE, 185 FEET EAST OF THE CENTER LINE OF YELLOWSTONE
 ME1213'DRIVE, 1.8 FEET DOWN FROM THE TOP OF THE BASE AND 2.7 FEET ABOVE
 ME1213'THE LEVEL OF THE GROUND.
 ME1213
 ME1213                          STATION RECOVERY (1992)
 ME1213
 ME1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1213'1.1 KM (0.70 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1213'IN VALPARAISO, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 ME1213'FOOTING FOR THE WNWI RADIO TOWER, 103.4 M (339.2 FT) NORTHEAST OF THE
 ME1213'HIGHWAY CENTERLINE, 56.2 M (184.4 FT) EAST OF THE CENTERLINE OF
 ME1213'YELLOWSTONE DRIVE, 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.5 M
 ME1213'(1.6 FT) EAST OF THE SOUTHWEST CORNER OF THE FOOTING.
 ME1213
 ME1213                          STATION RECOVERY (2022)
 ME1213
 ME1213'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1213'RECOVERED IN GOOD CONDITION.
 ME1213
 ME1213                          STATION RECOVERY (2024)
 ME1213
 ME1213'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1630 ***********************************************************************
 LB1630  DESIGNATION -  J 34
 LB1630  PID         -  LB1630
 LB1630  STATE/COUNTY-  IN/FOUNTAIN
 LB1630  COUNTRY     -  US
 LB1630  USGS QUAD   -  VEEDERSBURG (2019)
 LB1630
 LB1630                         *CURRENT SURVEY CONTROL
 LB1630  ______________________________________________________________________
 LB1630* NAD 83(1986) POSITION- 40 06 43.     (N) 087 15 40.     (W)   SCALED
 LB1630* NAVD 88 ORTHO HEIGHT -   186.424 (meters)      611.63  (feet) ADJUSTED
 LB1630  ______________________________________________________________________
 LB1630  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 LB1630  DYNAMIC HEIGHT  -        186.327 (meters)      611.31  (feet) COMP
 LB1630  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LB1630
 LB1630  VERT ORDER      -  SECOND    CLASS 0
 LB1630
 LB1630.The horizontal coordinates were scaled from a map and have
 LB1630.an estimated accuracy of +/- 6 seconds.
 LB1630
 LB1630.The orthometric height was determined by differential leveling and
 LB1630.adjusted by the NATIONAL GEODETIC SURVEY
 LB1630.in June 1991.
 LB1630
 LB1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1630.GEOID18 height accuracy estimate available here.
 LB1630
 LB1630.Click photographs - Photos may exist for this station.
 LB1630
 LB1630.The dynamic height is computed by dividing the NAVD 88
 LB1630.geopotential number by the normal gravity value computed on the
 LB1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1630.degrees latitude (g = 980.6199 gals.).
 LB1630
 LB1630.The modeled gravity was interpolated from observed gravity values.
 LB1630
 LB1630;                    North         East    Units  Estimated Accuracy
 LB1630;SPC IN W     -   539,960.      884,840.      MT  (+/- 180 meters Scaled)
 LB1630
 LB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK777402(NAD 83)
 LB1630
 LB1630                          SUPERSEDED SURVEY CONTROL
 LB1630
 LB1630  NGVD 29 (??/??/92)  186.498  (m)          611.87   (f) ADJ UNCH    2 0
 LB1630
 LB1630.Superseded values are not recommended for survey control.
 LB1630
 LB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1630.See file dsdata.pdf to determine how the superseded data were derived.
 LB1630
 LB1630_MARKER: DB = BENCH MARK DISK
 LB1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1630_STAMPING: J 34 1934
 LB1630_MARK LOGO: CGS
 LB1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1630+STABILITY: SURFACE MOTION
 LB1630
 LB1630  HISTORY     - Date     Condition        Report By
 LB1630  HISTORY     - 1934     MONUMENTED       CGS
 LB1630  HISTORY     - 1946     GOOD             CGS
 LB1630
 LB1630                          STATION DESCRIPTION
 LB1630
 LB1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1630'AT VEEDERSBURG.
 LB1630'AT VEEDERSBURG, ON THE PEORIA AND EASTERN RAILWAY, 45.5 FEET
 LB1630'SOUTHWEST OF THE SOUTHEAST CORNER OF THE STATION, 34 FEET SOUTHEAST
 LB1630'OF THE CENTER OF THE WATER CRANE, 24.7 FEET SOUTH OF THE SOUTH
 LB1630'RAIL OF THE MAIN TRACK, 11.8 FEET EAST OF POLE 64/32, 1.5 FEET
 LB1630'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 LB1630'THE CONCRETE POST PROJECTS 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2118 ***********************************************************************
 ME2118  DESIGNATION -  J 349
 ME2118  PID         -  ME2118
 ME2118  STATE/COUNTY-  IN/LAKE
 ME2118  COUNTRY     -  US
 ME2118  USGS QUAD   -  GARY (2019)
 ME2118
 ME2118                         *CURRENT SURVEY CONTROL
 ME2118  ______________________________________________________________________
 ME2118* NAD 83(1986) POSITION- 41 36 20.     (N) 087 20 19.     (W)   SCALED
 ME2118* NAVD 88 ORTHO HEIGHT -   184.411 (meters)      605.02  (feet) ADJUSTED
 ME2118  ______________________________________________________________________
 ME2118  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 ME2118  DYNAMIC HEIGHT  -        184.343 (meters)      604.80  (feet) COMP
 ME2118  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 ME2118
 ME2118  VERT ORDER      -  FIRST     CLASS II
 ME2118
 ME2118.The horizontal coordinates were scaled from a map and have
 ME2118.an estimated accuracy of +/- 6 seconds.
 ME2118
 ME2118.The orthometric height was determined by differential leveling and
 ME2118.adjusted by the NATIONAL GEODETIC SURVEY
 ME2118.in April 1995.
 ME2118
 ME2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2118.GEOID18 height accuracy estimate available here.
 ME2118
 ME2118.Click photographs - Photos may exist for this station.
 ME2118
 ME2118.The dynamic height is computed by dividing the NAVD 88
 ME2118.geopotential number by the normal gravity value computed on the
 ME2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2118.degrees latitude (g = 980.6199 gals.).
 ME2118
 ME2118.The modeled gravity was interpolated from observed gravity values.
 ME2118
 ME2118;                    North         East    Units  Estimated Accuracy
 ME2118;SPC IN W     -   705,840.      878,720.      MT  (+/- 180 meters Scaled)
 ME2118
 ME2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM717060(NAD 83)
 ME2118
 ME2118                          SUPERSEDED SURVEY CONTROL
 ME2118
 ME2118  NAVD 88 (06/15/91)  184.405  (m)          605.00   (f) SUPERSEDED  1 2
 ME2118  NGVD 29 (01/19/93)  184.519  (m)          605.38   (f) ADJUSTED    1 2
 ME2118  NGVD 29 (??/??/92)  184.522  (m)          605.39   (f) SUPERSEDED  1 2
 ME2118
 ME2118.Superseded values are not recommended for survey control.
 ME2118
 ME2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2118.See file dsdata.pdf to determine how the superseded data were derived.
 ME2118
 ME2118_MARKER: DV = VERTICAL CONTROL DISK
 ME2118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2118_SP_SET: ABUTMENT
 ME2118_STAMPING: J 349 1985
 ME2118_MARK LOGO: NGS
 ME2118_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2118+STABILITY: POSITION/ELEVATION WELL
 ME2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2118+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME2118
 ME2118  HISTORY     - Date     Condition        Report By
 ME2118  HISTORY     - 1985     MONUMENTED       NGS
 ME2118  HISTORY     - 19920807 GOOD             NGS
 ME2118  HISTORY     - 19920906 GOOD             NGS
 ME2118
 ME2118                          STATION DESCRIPTION
 ME2118
 ME2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2118'IN GARY.
 ME2118'THE MARK IS 1.6 M ABOVE THE GROUND.
 ME2118'IN GARY, AT THE INTERSECTION OF BROADWAY STREET AND INTERSTATE HIGHWAY
 ME2118'90, SET VERTICALLY IN THE EAST FACE OF THE WEST CONCRETE ABUTMENT OF
 ME2118'THE HIGHWAY OVERPASS OF THE STREET, 139.0 M (456.O FT) WEST OF THE
 ME2118'CENTER OF THE SOUTH BOUND LANES OF THE STREET, 10.2 M (33.5 FT) NORTH
 ME2118'OF THE CENTER OF THE HIGHWAY, AND 3.3 M (10.8 FT) SOUTH OF THE NORTH
 ME2118'END OF THE ABUTMENT.
 ME2118
 ME2118                          STATION RECOVERY (1992)
 ME2118
 ME2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2118'IN GARY, AT THE INTERSECTION OF BROADWAY STREET AND INTERSTATE HIGHWAY
 ME2118'90, SET VERTICALLY IN THE EAST FACE OF THE WEST CONCRETE ABUTMENT OF
 ME2118'THE WESTBOUND HIGHWAY OVERPASS OF THE STREET, 139.0 M (456.0 FT) WEST
 ME2118'OF THE CENTER OF THE SOUTHBOUND LANES OF THE STREET, 9.5 M (31.2 FT)
 ME2118'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 8.8 M
 ME2118'(28.9 FT) SOUTH OF THE CENTER OF A WESTBOUND ON RAMP, 3.6 M
 ME2118'(11.8 FT) SOUTH OF THE NORTH END OF THE ABUTMENT, AND 1.5 M (4.9 FT)
 ME2118'ABOVE THE GROUND SURFACE.
 ME2118
 ME2118                          STATION RECOVERY (1992)
 ME2118
 ME2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2118'IN GARY, AT THE INTERSECTION OF BROADWAY STREET AND INTERSTATE HIGHWAY
 ME2118'90, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE ABUTMENT OF THE
 ME2118'WESTBOUND HIGHWAY OVERPASS OF THE STREET, 139.0 M (456.0 FT) WEST OF
 ME2118'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE STREET, 9.5 M
 ME2118'(31.2 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY,
 ME2118'8.8 M (28.9 FT) SOUTH OF THE CENTER OF AN ON RAMP, 3.6 M (11.8 FT)
 ME2118'SOUTH OF THE NORTH END OF THE ABUTMENT, AND 1.5 M (4.9 FT) ABOVE THE
 ME2118'LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0753 ***********************************************************************
 LA0753  DESIGNATION -  J 35
 LA0753  PID         -  LA0753
 LA0753  STATE/COUNTY-  IN/ADAMS
 LA0753  COUNTRY     -  US
 LA0753  USGS QUAD   -  PREBLE (2019)
 LA0753
 LA0753                         *CURRENT SURVEY CONTROL
 LA0753  ______________________________________________________________________
 LA0753* NAD 83(1986) POSITION- 40 49 57.     (N) 085 03 12.     (W)   SCALED
 LA0753* NAVD 88 ORTHO HEIGHT -   254.344 (meters)      834.46  (feet) ADJUSTED
 LA0753  ______________________________________________________________________
 LA0753  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 LA0753  DYNAMIC HEIGHT  -        254.230 (meters)      834.09  (feet) COMP
 LA0753  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 LA0753
 LA0753  VERT ORDER      -  SECOND    CLASS 0
 LA0753
 LA0753.The horizontal coordinates were scaled from a map and have
 LA0753.an estimated accuracy of +/- 6 seconds.
 LA0753
 LA0753.The orthometric height was determined by differential leveling and
 LA0753.adjusted by the NATIONAL GEODETIC SURVEY
 LA0753.in June 1991.
 LA0753
 LA0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0753.GEOID18 height accuracy estimate available here.
 LA0753
 LA0753.Click photographs - Photos may exist for this station.
 LA0753
 LA0753.The dynamic height is computed by dividing the NAVD 88
 LA0753.geopotential number by the normal gravity value computed on the
 LA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0753.degrees latitude (g = 980.6199 gals.).
 LA0753
 LA0753.The modeled gravity was interpolated from observed gravity values.
 LA0753
 LA0753;                    North         East    Units  Estimated Accuracy
 LA0753;SPC IN E     -   620,140.      151,730.      MT  (+/- 180 meters Scaled)
 LA0753
 LA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL641219(NAD 83)
 LA0753
 LA0753                          SUPERSEDED SURVEY CONTROL
 LA0753
 LA0753  NGVD 29 (??/??/92)  254.489  (m)          834.94   (f) ADJ UNCH    2 0
 LA0753
 LA0753.Superseded values are not recommended for survey control.
 LA0753
 LA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0753.See file dsdata.pdf to determine how the superseded data were derived.
 LA0753
 LA0753_MARKER: DB = BENCH MARK DISK
 LA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0753_STAMPING: J 35 1934
 LA0753_MARK LOGO: CGS
 LA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0753+STABILITY: SURFACE MOTION
 LA0753
 LA0753  HISTORY     - Date     Condition        Report By
 LA0753  HISTORY     - 1934     MONUMENTED       CGS
 LA0753  HISTORY     - 1947     GOOD             CGS
 LA0753
 LA0753                          STATION DESCRIPTION
 LA0753
 LA0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0753'2 MI W FROM PREBLE.
 LA0753'ABOUT 2.0 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0753'AT PREBLE, AT THE PAVED ROAD CROSSING AT MAGLEY, 13 FEET NORTH
 LA0753'OF THE NORTH RAIL OF THE NORTH TRACK, 59.5 FEET SOUTH OF THE
 LA0753'SOUTHEAST CORNER OF A CONCRETE BLOCK STORE BUILDING, 26 FEET
 LA0753'WEST OF THE CENTER LINE OF THE PAVED ROAD, 6 FEET WEST OF THE
 LA0753'SOUTHWEST CORNER OF A 3 BY 3 FOOT CONCRETE DRAIN BOX, 2 FEET
 LA0753'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND
 LA0753'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1647 ***********************************************************************
 KA1647  DESIGNATION -  J 350
 KA1647  PID         -  KA1647
 KA1647  STATE/COUNTY-  IN/MARION
 KA1647  COUNTRY     -  US
 KA1647  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1647
 KA1647                         *CURRENT SURVEY CONTROL
 KA1647  ______________________________________________________________________
 KA1647* NAD 83(1986) POSITION- 39 45 43.9    (N) 086 13 31.0    (W)   HD_HELD2
 KA1647* NAVD 88 ORTHO HEIGHT -   220.727 (meters)      724.17  (feet) ADJUSTED
 KA1647  ______________________________________________________________________
 KA1647  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 KA1647  DYNAMIC HEIGHT  -        220.607 (meters)      723.77  (feet) COMP
 KA1647  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 KA1647
 KA1647  VERT ORDER      -  FIRST     CLASS II
 KA1647
 KA1647.The horizontal coordinates were established by autonomous hand held GPS
 KA1647.observations and have an estimated accuracy of +/- 10 meters.
 KA1647
 KA1647.The orthometric height was determined by differential leveling and
 KA1647.adjusted by the NATIONAL GEODETIC SURVEY
 KA1647.in June 1991.
 KA1647
 KA1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1647.GEOID18 height accuracy estimate available here.
 KA1647
 KA1647.Click photographs - Photos may exist for this station.
 KA1647
 KA1647.The dynamic height is computed by dividing the NAVD 88
 KA1647.geopotential number by the normal gravity value computed on the
 KA1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1647.degrees latitude (g = 980.6199 gals.).
 KA1647
 KA1647.The modeled gravity was interpolated from observed gravity values.
 KA1647
 KA1647;                    North         East    Units  Estimated Accuracy
 KA1647;SPC IN E     -   501,264.       52,134.      MT  (+/- 10 meters HH2 GPS)
 KA1647
 KA1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6635901650(NAD 83)
 KA1647
 KA1647                          SUPERSEDED SURVEY CONTROL
 KA1647
 KA1647.No superseded survey control is available for this station.
 KA1647
 KA1647_MARKER: DV = VERTICAL CONTROL DISK
 KA1647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1647_SP_SET: BRIDGE ABUTMENT
 KA1647_STAMPING: J 350 1985
 KA1647_MARK LOGO: NGS
 KA1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1647
 KA1647  HISTORY     - Date     Condition        Report By
 KA1647  HISTORY     - 1985     MONUMENTED       NGS
 KA1647
 KA1647                          STATION DESCRIPTION
 KA1647
 KA1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1647'IN INDIANAPOLIS.
 KA1647'IN INDIANAPOLIS, AT THE INTERSECTION OF OF HOLT AVENUE AND THE CONRAIL
 KA1647'RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE
 KA1647'WEST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE AVENUE, 12.1 M
 KA1647'(39.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 KA1647'AVENUE, AND 2.5 M (8.2 FT) NORTH OF THE NEAR RAIL.
 KA1647'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1678 ***********************************************************************
 KA1678  DESIGNATION -  J 351
 KA1678  PID         -  KA1678
 KA1678  STATE/COUNTY-  IN/CLAY
 KA1678  COUNTRY     -  US
 KA1678  USGS QUAD   -  BRAZIL EAST (2019)
 KA1678
 KA1678                         *CURRENT SURVEY CONTROL
 KA1678  ______________________________________________________________________
 KA1678* NAD 83(1986) POSITION- 39 32 52.     (N) 087 00 53.     (W)   SCALED
 KA1678* NAVD 88 ORTHO HEIGHT -   207.426 (meters)      680.53  (feet) ADJUSTED
 KA1678  ______________________________________________________________________
 KA1678  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 KA1678  DYNAMIC HEIGHT  -        207.307 (meters)      680.14  (feet) COMP
 KA1678  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 KA1678
 KA1678  VERT ORDER      -  FIRST     CLASS II
 KA1678
 KA1678.The horizontal coordinates were scaled from a map and have
 KA1678.an estimated accuracy of +/- 6 seconds.
 KA1678
 KA1678.The orthometric height was determined by differential leveling and
 KA1678.adjusted by the NATIONAL GEODETIC SURVEY
 KA1678.in June 1991.
 KA1678
 KA1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1678.GEOID18 height accuracy estimate available here.
 KA1678
 KA1678.Click photographs - Photos may exist for this station.
 KA1678
 KA1678.The dynamic height is computed by dividing the NAVD 88
 KA1678.geopotential number by the normal gravity value computed on the
 KA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1678.degrees latitude (g = 980.6199 gals.).
 KA1678
 KA1678.The modeled gravity was interpolated from observed gravity values.
 KA1678
 KA1678;                    North         East    Units  Estimated Accuracy
 KA1678;SPC IN W     -   477,310.      905,900.      MT  (+/- 180 meters Scaled)
 KA1678
 KA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ987775(NAD 83)
 KA1678
 KA1678                          SUPERSEDED SURVEY CONTROL
 KA1678
 KA1678.No superseded survey control is available for this station.
 KA1678
 KA1678_MARKER: I = METAL ROD
 KA1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1678_STAMPING: J 351 1985
 KA1678_MARK LOGO: NGS
 KA1678_PROJECTION: RECESSED 2 CENTIMETERS
 KA1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1678_ROD/PIPE-DEPTH: 4.3 meters
 KA1678
 KA1678  HISTORY     - Date     Condition        Report By
 KA1678  HISTORY     - 1985     MONUMENTED       NGS
 KA1678
 KA1678                          STATION DESCRIPTION
 KA1678
 KA1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1678'9.9 KM (6.15 MI) NE FROM BRAZIL.
 KA1678'9.9 KM (6.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1678'WITH STATE HIGHWAY 59 IN BRAZIL, AT THE PUTNAM-CLAY COUNTY LINE, 95.0
 KA1678'M (311.7 FT) WEST OF THE CENTER OF A PAVED ROAD, 57.9 M (190.0 FT)
 KA1678'EAST OF THE CENTER OF A DRIVEWAY, 13.1 M (43.0 FT) SOUTH OF THE
 KA1678'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 KA1678'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1678'5-INCH LOGO CAP.
 KA1678'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KA1678'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1664 ***********************************************************************
 KA1664  DESIGNATION -  J 352
 KA1664  PID         -  KA1664
 KA1664  STATE/COUNTY-  IN/HENDRICKS
 KA1664  COUNTRY     -  US
 KA1664  USGS QUAD   -  CLAYTON (2019)
 KA1664
 KA1664                         *CURRENT SURVEY CONTROL
 KA1664  ______________________________________________________________________
 KA1664* NAD 83(1986) POSITION- 39 41 43.     (N) 086 31 23.     (W)   SCALED
 KA1664* NAVD 88 ORTHO HEIGHT -   266.625 (meters)      874.75  (feet) ADJUSTED
 KA1664  ______________________________________________________________________
 KA1664  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 KA1664  DYNAMIC HEIGHT  -        266.479 (meters)      874.27  (feet) COMP
 KA1664  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA1664
 KA1664  VERT ORDER      -  FIRST     CLASS II
 KA1664
 KA1664.The horizontal coordinates were scaled from a map and have
 KA1664.an estimated accuracy of +/- 6 seconds.
 KA1664
 KA1664.The orthometric height was determined by differential leveling and
 KA1664.adjusted by the NATIONAL GEODETIC SURVEY
 KA1664.in June 1991.
 KA1664
 KA1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1664.GEOID18 height accuracy estimate available here.
 KA1664
 KA1664.Click photographs - Photos may exist for this station.
 KA1664
 KA1664.The dynamic height is computed by dividing the NAVD 88
 KA1664.geopotential number by the normal gravity value computed on the
 KA1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1664.degrees latitude (g = 980.6199 gals.).
 KA1664
 KA1664.The modeled gravity was interpolated from observed gravity values.
 KA1664
 KA1664;                    North         East    Units  Estimated Accuracy
 KA1664;SPC IN W     -   493,840.      948,060.      MT  (+/- 180 meters Scaled)
 KA1664
 KA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ408940(NAD 83)
 KA1664
 KA1664                          SUPERSEDED SURVEY CONTROL
 KA1664
 KA1664.No superseded survey control is available for this station.
 KA1664
 KA1664_MARKER: I = METAL ROD
 KA1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1664_STAMPING: J 352 1985
 KA1664_MARK LOGO: NGS
 KA1664_PROJECTION: RECESSED 1 CENTIMETERS
 KA1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1664_ROD/PIPE-DEPTH: 7.6 meters
 KA1664
 KA1664  HISTORY     - Date     Condition        Report By
 KA1664  HISTORY     - 1985     MONUMENTED       NGS
 KA1664
 KA1664                          STATION DESCRIPTION
 KA1664
 KA1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1664'IN CLAYTON.
 KA1664'IN CLAYTON, AT THE INTERSECTION OF IOWA STREET (STATE HIGHWAY 39) AND
 KA1664'ADER AVENUE, 19.7 M (64.6 FT) SOUTH OF THE EXTENDED CENTER OF THE
 KA1664'AVENUE, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF THE STREET, AND 5.2
 KA1664'M (17.1 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 KA1664'HAD THROUGH A 5-INCH LOGO CAP.
 KA1664'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KA1664'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1703 ***********************************************************************
 KA1703  DESIGNATION -  J 353
 KA1703  PID         -  KA1703
 KA1703  STATE/COUNTY-  IN/CLAY
 KA1703  COUNTRY     -  US
 KA1703  USGS QUAD   -  CLAY CITY (2019)
 KA1703
 KA1703                         *CURRENT SURVEY CONTROL
 KA1703  ______________________________________________________________________
 KA1703* NAD 83(1986) POSITION- 39 22 01.19   (N) 087 06 38.13   (W)   HD_HELD1
 KA1703* NAVD 88 ORTHO HEIGHT -   175.492 (meters)      575.76  (feet) ADJUSTED
 KA1703  ______________________________________________________________________
 KA1703  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KA1703  DYNAMIC HEIGHT  -        175.391 (meters)      575.43  (feet) COMP
 KA1703  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 KA1703
 KA1703  VERT ORDER      -  FIRST     CLASS II
 KA1703
 KA1703.The horizontal coordinates were determined by differentially corrected
 KA1703.hand held GPS observations or other comparable positioning techniques
 KA1703.and have an estimated accuracy of +/- 3 meters.
 KA1703
 KA1703.The orthometric height was determined by differential leveling and
 KA1703.adjusted by the NATIONAL GEODETIC SURVEY
 KA1703.in June 1991.
 KA1703
 KA1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1703.GEOID18 height accuracy estimate available here.
 KA1703
 KA1703.Click photographs - Photos may exist for this station.
 KA1703
 KA1703.The dynamic height is computed by dividing the NAVD 88
 KA1703.geopotential number by the normal gravity value computed on the
 KA1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1703.degrees latitude (g = 980.6199 gals.).
 KA1703
 KA1703.The modeled gravity was interpolated from observed gravity values.
 KA1703
 KA1703;                    North         East    Units  Estimated Accuracy
 KA1703;SPC IN W     -   457,238.9     897,651.0     MT  (+/- 3 meters HH1 GPS) 
 KA1703
 KA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9047357509(NAD 83)
 KA1703
 KA1703                          SUPERSEDED SURVEY CONTROL
 KA1703
 KA1703.No superseded survey control is available for this station.
 KA1703
 KA1703_MARKER: I = METAL ROD
 KA1703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1703_STAMPING: J 353 1985
 KA1703_MARK LOGO: NGS
 KA1703_PROJECTION: FLUSH
 KA1703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1703_ROD/PIPE-DEPTH: 4.3 meters
 KA1703
 KA1703  HISTORY     - Date     Condition        Report By
 KA1703  HISTORY     - 1985     MONUMENTED       NGS
 KA1703
 KA1703                          STATION DESCRIPTION
 KA1703
 KA1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1703'10.1 KM (6.3 MI) NORTH FROM CLAY CITY.
 KA1703'10.1 KM (6.25 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION
 KA1703'WITH STATE HIGHWAY 157 IN CLAY CITY, 25.5 M (83.7 FT) NORTH OF THE
 KA1703'CENTER OF A FIELD ENTRANCE, 20.5 M (67.3 FT) SOUTH OF THE WEST END OF
 KA1703'A 4 FT CULVERT, 15.2 M (49.9 FT) WEST OF THE CENTERLINE OF THE
 KA1703'HIGHWAY, AND 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE WITH 2 GUY WIRES.
 KA1703'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1703'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KA1703'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1618 ***********************************************************************
 JA1618  DESIGNATION -  J 354
 JA1618  PID         -  JA1618
 JA1618  STATE/COUNTY-  IN/DAVIESS
 JA1618  COUNTRY     -  US
 JA1618  USGS QUAD   -  EPSOM (2019)
 JA1618
 JA1618                         *CURRENT SURVEY CONTROL
 JA1618  ______________________________________________________________________
 JA1618* NAD 83(2011) POSITION- 38 51 29.66399(N) 087 06 40.78963(W)   ADJUSTED
 JA1618* NAD 83(2011) ELLIP HT-   113.474 (meters)        (05/29/16)   ADJUSTED
 JA1618* NAD 83(2011) EPOCH   -  2010.00
 JA1618* NAVD 88 ORTHO HEIGHT -   146.020 (meters)      479.07  (feet) ADJUSTED
 JA1618  ______________________________________________________________________
 JA1618  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 JA1618  NAD 83(2011) X  -    250,631.857 (meters)                     COMP
 JA1618  NAD 83(2011) Y  - -4,966,985.039 (meters)                     COMP
 JA1618  NAD 83(2011) Z  -  3,980,145.748 (meters)                     COMP
 JA1618  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 JA1618  DYNAMIC HEIGHT  -        145.930 (meters)      478.77  (feet) COMP
 JA1618  MODELED GRAVITY -    980,007.4   (mgal)                       NAVD 88
 JA1618
 JA1618  VERT ORDER      -  FIRST     CLASS II
 JA1618
 JA1618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1618  Standards:
 JA1618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1618  -------------------------------------------------------------------
 JA1618  NETWORK    0.60   1.31           0.26   0.23   0.67      0.06406551
 JA1618  -------------------------------------------------------------------
 JA1618  Click here for local accuracies and other accuracy information.
 JA1618
 JA1618.The horizontal coordinates were established by GPS observations
 JA1618.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA1618
 JA1618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1618.been affixed to the stable North American tectonic plate. See 
 JA1618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1618
 JA1618.The horizontal coordinates are valid at the epoch date displayed above
 JA1618.which is a decimal equivalence of Year/Month/Day.
 JA1618
 JA1618.The orthometric height was determined by differential leveling and
 JA1618.adjusted by the NATIONAL GEODETIC SURVEY
 JA1618.in June 1991.
 JA1618
 JA1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1618.GEOID18 height accuracy estimate available here.
 JA1618
 JA1618.Click photographs - Photos may exist for this station.
 JA1618
 JA1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1618
 JA1618.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1618
 JA1618.The ellipsoidal height was determined by GPS observations
 JA1618.and is referenced to NAD 83.
 JA1618
 JA1618.The dynamic height is computed by dividing the NAVD 88
 JA1618.geopotential number by the normal gravity value computed on the
 JA1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1618.degrees latitude (g = 980.6199 gals.).
 JA1618
 JA1618.The modeled gravity was interpolated from observed gravity values.
 JA1618
 JA1618. The following values were computed from the NAD 83(2011) position.
 JA1618
 JA1618;                    North         East     Units Scale Factor Converg.
 JA1618;SPC IN W     -   400,759.826   897,569.959   MT  0.99996674   -0 01 03.2
 JA1618;SPC IN W     - 1,314,826.20  2,944,777.44   sFT  0.99996674   -0 01 03.2
 JA1618;UTM  16      - 4,301,051.403   490,340.493   MT  0.99960115   -0 04 11.5
 JA1618
 JA1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1618!SPC IN W     -   0.99998220  x   0.99996674  =   0.99994894
 JA1618!UTM  16      -   0.99998220  x   0.99960115  =   0.99958335
 JA1618
 JA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9034001051(NAD 83)
 JA1618
 JA1618                          SUPERSEDED SURVEY CONTROL
 JA1618
 JA1618.No superseded survey control is available for this station.
 JA1618
 JA1618_MARKER: F = FLANGE-ENCASED ROD
 JA1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1618_STAMPING: J 354 1985
 JA1618_MARK LOGO: NGS
 JA1618_PROJECTION: FLUSH
 JA1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1618+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2013
 JA1618_ROD/PIPE-DEPTH: 15.6 meters
 JA1618
 JA1618  HISTORY     - Date     Condition        Report By
 JA1618  HISTORY     - 1985     MONUMENTED       NGS
 JA1618  HISTORY     - 20030321 GOOD             LNDMRK
 JA1618  HISTORY     - 20080226 GOOD             JCLS
 JA1618  HISTORY     - 20100511 GOOD             AEROME
 JA1618  HISTORY     - 20100919 GOOD             PB
 JA1618  HISTORY     - 20130626 GOOD             INDOT
 JA1618
 JA1618                          STATION DESCRIPTION
 JA1618
 JA1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1618'25.1 KM (15.6 MI) NE FROM WASHINGTON.
 JA1618'25.1 KM (15.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1618'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 86.0 M (282.2 FT) SOUTH
 JA1618'OF THE CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE, 73.8 M (242.0 FT)
 JA1618'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.0 M (68.9 FT) WEST OF
 JA1618'THE NEAR RAIL OF THE CONRAIL RAILROAD, 7.1 M (23.3 FT) WEST OF THE
 JA1618'CENTERLINE OF COUNTY ROAD 300 EAST, AND 0.9 M (3.0 FT) SOUTH OF
 JA1618'UTILITY POLE NUMBER V6-27.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JA1618'A 5-INCH LOGO CAP.
 JA1618'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JA1618'THE MARK IS 0.6 M ABOVE THE ROAD.
 JA1618
 JA1618                          STATION RECOVERY (2003)
 JA1618
 JA1618'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2003 (DLH)
 JA1618'THE NGS DESCRIPTION IS ADEQUATE.
 JA1618
 JA1618                          STATION RECOVERY (2008)
 JA1618
 JA1618'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA1618'RECOVERED IN GOOD CONDITION.
 JA1618
 JA1618                          STATION RECOVERY (2010)
 JA1618
 JA1618'RECOVERY NOTE BY AERO METRIC INC 2010
 JA1618'RECOVERED IN GOOD CONDITION.
 JA1618
 JA1618                          STATION RECOVERY (2010)
 JA1618
 JA1618'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 JA1618'PICTURES ARE AVAILABLE
 JA1618
 JA1618                          STATION RECOVERY (2013)
 JA1618
 JA1618'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (GK)
 JA1618'THE STATION IS LOCATED ABOUT 5.7 MI (9.1 KM) NORTH-NORTHWEST OF EPSOM,
 JA1618'4.8 MI (7.8 KM) EAST-SOUTHEAST OF SANDBORN, 1.84 MI (3.0 KM) SOUTHWEST
 JA1618'OF ELNORA, AND 4.2 MI (6.8 KM) NORTH-NORTHEAST OF PLAINVILLE.
 JA1618'
 JA1618'TO REACH FROM THE INTERSECTION OF THE WEST JUNCTION OF STATE ROUTE 58
 JA1618'AND STATE ROUTE 57, GO SOUTH 1.7 MI (2.7 KM) ON STATE ROUTE 57, TURN
 JA1618'RIGHT (NORTHWEST) ONTO COUNTY ROAD 300 EAST, GO 220 FT (67.1 M) TO
 JA1618'BENCH MARK ON LEFT (WEST) SIDE OF ROAD, NEAR A POWER POLE.
 JA1618'
 JA1618'MONUMENT DESCRIPTION AND MEASUREMENTS ARE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1638 ***********************************************************************
 KA1638  DESIGNATION -  J 355
 KA1638  PID         -  KA1638
 KA1638  STATE/COUNTY-  IN/MARION
 KA1638  COUNTRY     -  US
 KA1638  USGS QUAD   -  BEECH GROVE (2019)
 KA1638
 KA1638                         *CURRENT SURVEY CONTROL
 KA1638  ______________________________________________________________________
 KA1638* NAD 83(1986) POSITION- 39 43 26.81   (N) 086 04 23.63   (W)   HD_HELD1
 KA1638* NAVD 88 ORTHO HEIGHT -   254.589 (meters)      835.26  (feet) ADJUSTED
 KA1638  ______________________________________________________________________
 KA1638  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 KA1638  DYNAMIC HEIGHT  -        254.445 (meters)      834.79  (feet) COMP
 KA1638  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA1638
 KA1638  VERT ORDER      -  FIRST     CLASS II
 KA1638
 KA1638.The horizontal coordinates were determined by differentially corrected
 KA1638.hand held GPS observations or other comparable positioning techniques
 KA1638.and have an estimated accuracy of +/- 3 meters.
 KA1638
 KA1638.The orthometric height was determined by differential leveling and
 KA1638.adjusted by the NATIONAL GEODETIC SURVEY
 KA1638.in June 1991.
 KA1638
 KA1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1638.GEOID18 height accuracy estimate available here.
 KA1638
 KA1638.Click photographs - Photos may exist for this station.
 KA1638
 KA1638.The dynamic height is computed by dividing the NAVD 88
 KA1638.geopotential number by the normal gravity value computed on the
 KA1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1638.degrees latitude (g = 980.6199 gals.).
 KA1638
 KA1638.The modeled gravity was interpolated from observed gravity values.
 KA1638
 KA1638;                    North         East    Units  Estimated Accuracy
 KA1638;SPC IN E     -   496,965.5      65,143.7     MT  (+/- 3 meters HH1 GPS) 
 KA1638
 KA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7942697547(NAD 83)
 KA1638
 KA1638                          SUPERSEDED SURVEY CONTROL
 KA1638
 KA1638.No superseded survey control is available for this station.
 KA1638
 KA1638_MARKER: I = METAL ROD
 KA1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1638_STAMPING: J 355 1986
 KA1638_MARK LOGO: NGS
 KA1638_PROJECTION: FLUSH
 KA1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1638+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2007
 KA1638_ROD/PIPE-DEPTH: 6.7 meters
 KA1638
 KA1638  HISTORY     - Date     Condition        Report By
 KA1638  HISTORY     - 1986     MONUMENTED       NGS
 KA1638  HISTORY     - 20070221 GOOD             INDIV
 KA1638  HISTORY     - 20090814 GOOD             INDNR
 KA1638  HISTORY     - 20110909 GOOD             JCLS
 KA1638
 KA1638                          STATION DESCRIPTION
 KA1638
 KA1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1638'IN INDIANAPOLIS.
 KA1638'IN INDIANAPOLIS, AT THE INTERSECTION OF SOUTH RITTER AND EAST TROY
 KA1638'AVENUES, 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF RITTER AVENUE, 9.4
 KA1638'M (30.8 FT) NORTHEAST OF THE CENTERLINE OF TROY AVENUE, AND 1.0 M (3.3
 KA1638'FT) SOUTHWEST OF A UTILITY POLE WITH A STREET LIGHT AND GUY WIRE.
 KA1638'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1638'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1638'THE MARK IS 0.8 M ABOVE THE AVENUES.
 KA1638
 KA1638                          STATION RECOVERY (2007)
 KA1638
 KA1638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RLN)
 KA1638'RECOVERED BY M D WESSLER AND ASSOCIATES
 KA1638
 KA1638                          STATION RECOVERY (2009)
 KA1638
 KA1638'RECOVERY NOTE BY IN DEPT OF NAT RES 2009 (RWW)
 KA1638'WITNESS POST IS GONE.
 KA1638'MARK IS AT A THREE WAY INTERSECTION OF SOUTH RITTER AVE., TROY AVE.,
 KA1638'AND CONNECTION ROAD.  MARK IS 30.8 FEET NORTHEAST OF THE CENTERLINE OF
 KA1638'CONNECTION ROAD., 45 FEET NORTH OF THE ENTENDED CENTERLINE OF TROY
 KA1638'AVE. DISTANCE TO CENTERLINE OF RITTER WAS NOT CHECKED.
 KA1638
 KA1638                          STATION RECOVERY (2011)
 KA1638
 KA1638'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA1638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1596 ***********************************************************************
 JA1596  DESIGNATION -  J 356
 JA1596  PID         -  JA1596
 JA1596  STATE/COUNTY-  IN/GIBSON
 JA1596  COUNTRY     -  US
 JA1596  USGS QUAD   -  ELBERFELD (2019)
 JA1596
 JA1596                         *CURRENT SURVEY CONTROL
 JA1596  ______________________________________________________________________
 JA1596* NAD 83(1986) POSITION- 38 12 45.     (N) 087 26 21.     (W)   SCALED
 JA1596* NAVD 88 ORTHO HEIGHT -   121.654 (meters)      399.13  (feet) ADJUSTED
 JA1596  ______________________________________________________________________
 JA1596  GEOID HEIGHT    -        -31.478 (meters)                     GEOID18
 JA1596  DYNAMIC HEIGHT  -        121.572 (meters)      398.86  (feet) COMP
 JA1596  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 JA1596
 JA1596  VERT ORDER      -  FIRST     CLASS II
 JA1596
 JA1596.The horizontal coordinates were scaled from a map and have
 JA1596.an estimated accuracy of +/- 6 seconds.
 JA1596
 JA1596.The orthometric height was determined by differential leveling and
 JA1596.adjusted by the NATIONAL GEODETIC SURVEY
 JA1596.in June 1991.
 JA1596
 JA1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1596.GEOID18 height accuracy estimate available here.
 JA1596
 JA1596.Click photographs - Photos may exist for this station.
 JA1596
 JA1596.The dynamic height is computed by dividing the NAVD 88
 JA1596.geopotential number by the normal gravity value computed on the
 JA1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1596.degrees latitude (g = 980.6199 gals.).
 JA1596
 JA1596.The modeled gravity was interpolated from observed gravity values.
 JA1596
 JA1596;                    North         East    Units  Estimated Accuracy
 JA1596;SPC IN W     -   329,140.      868,840.      MT  (+/- 180 meters Scaled)
 JA1596
 JA1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH615294(NAD 83)
 JA1596
 JA1596                          SUPERSEDED SURVEY CONTROL
 JA1596
 JA1596.No superseded survey control is available for this station.
 JA1596
 JA1596_MARKER: I = METAL ROD
 JA1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1596_STAMPING: J 356 1986
 JA1596_MARK LOGO: NGS
 JA1596_PROJECTION: FLUSH
 JA1596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1596+STABILITY: POSITION/ELEVATION WELL
 JA1596_ROD/PIPE-DEPTH: 9.2 meters
 JA1596
 JA1596  HISTORY     - Date     Condition        Report By
 JA1596  HISTORY     - 1986     MONUMENTED       NGS
 JA1596
 JA1596                          STATION DESCRIPTION
 JA1596
 JA1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1596'18.4 KM (11.45 MI) SOUTH FROM OAKLAND CITY.
 JA1596'18.4 KM (11.45 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1596'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 94.2 M (309.1 FT) NORTHWEST OF
 JA1596'THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) SOUTHWEST OF THE CENTER OF A
 JA1596'GRAVELED ROAD LEADING NORTHWEST, 1.4 M (4.6 FT) SOUTHEAST OF A
 JA1596'HIGHLINE CROSSING OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTH OF A CUT
 JA1596'OFF UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1596'LOGO CAP.
 JA1596'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JA1596'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2844 ***********************************************************************
 JZ2844  DESIGNATION -  J 357
 JZ2844  PID         -  JZ2844
 JZ2844  STATE/COUNTY-  IN/SHELBY
 JZ2844  COUNTRY     -  US
 JZ2844  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2844
 JZ2844                         *CURRENT SURVEY CONTROL
 JZ2844  ______________________________________________________________________
 JZ2844* NAD 83(1986) POSITION- 39 31 34.     (N) 085 44 11.     (W)   SCALED
 JZ2844* NAVD 88 ORTHO HEIGHT -   243.384 (meters)      798.50  (feet) ADJUSTED
 JZ2844  ______________________________________________________________________
 JZ2844  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ2844  DYNAMIC HEIGHT  -        243.240 (meters)      798.03  (feet) COMP
 JZ2844  MODELED GRAVITY -    980,029.3   (mgal)                       NAVD 88
 JZ2844
 JZ2844  VERT ORDER      -  FIRST     CLASS II
 JZ2844
 JZ2844.The horizontal coordinates were scaled from a map and have
 JZ2844.an estimated accuracy of +/- 6 seconds.
 JZ2844
 JZ2844.The orthometric height was determined by differential leveling and
 JZ2844.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2844.in June 1991.
 JZ2844
 JZ2844.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2844.GEOID18 height accuracy estimate available here.
 JZ2844
 JZ2844.Click photographs - Photos may exist for this station.
 JZ2844
 JZ2844.The dynamic height is computed by dividing the NAVD 88
 JZ2844.geopotential number by the normal gravity value computed on the
 JZ2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2844.degrees latitude (g = 980.6199 gals.).
 JZ2844
 JZ2844.The modeled gravity was interpolated from observed gravity values.
 JZ2844
 JZ2844;                    North         East    Units  Estimated Accuracy
 JZ2844;SPC IN E     -   474,910.       94,010.      MT  (+/- 180 meters Scaled)
 JZ2844
 JZ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ086759(NAD 83)
 JZ2844
 JZ2844                          SUPERSEDED SURVEY CONTROL
 JZ2844
 JZ2844.No superseded survey control is available for this station.
 JZ2844
 JZ2844_MARKER: DV = VERTICAL CONTROL DISK
 JZ2844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2844_SP_SET: PIER
 JZ2844_STAMPING: J 357 1986
 JZ2844_MARK LOGO: NGS
 JZ2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2844
 JZ2844  HISTORY     - Date     Condition        Report By
 JZ2844  HISTORY     - 1986     MONUMENTED       NGS
 JZ2844  HISTORY     - 20070601 MARK NOT FOUND   INDNR
 JZ2844
 JZ2844                          STATION DESCRIPTION
 JZ2844
 JZ2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2844'IN SHELBYVILLE.
 JZ2844'IN SHELBYVILLE, AT THE JUNCTION OF INTERSTATE HIGHWAY 74 AND STATE
 JZ2844'HIGHWAY 44, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SECOND PIER
 JZ2844'NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE SOUTHEAST BOUND INTERSTATE
 JZ2844'HIGHWAY OVERPASS OF THE STATE HIGHWAY, 5.7 M (18.7 FT) NORTHWEST OF
 JZ2844'THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE STATE HIGHWAY,
 JZ2844'5.6 M (18.4 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 JZ2844'LANES OF THE STATE HIGHWAY, AND 3.1 M (10.2 FT) SOUTHWEST OF THE
 JZ2844'CENTER OF THE SOUTHEAST BOUND LANES OF THE INTERSTATE HIGHWAY.
 JZ2844'THE MARK IS 1.4 M ABOVE THE GROUND.
 JZ2844
 JZ2844                          STATION RECOVERY (2007)
 JZ2844
 JZ2844'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 JZ2844'SEE WWW.IN.GOV/DNR/WATER/3573.HTM FOR DESCRIPTIONS AND ELEVATIONS OF
 JZ2844'TWO
 JZ2844'INDIANA STATE HIGHWAY BENCH MARKS ON THIS BRIDGE. LEVELS TO THESE
 JZ2844'MARKS
 JZ2844'WAS BY THE INDIANA DEPT. OF NATURAL RESOURCES, DIVISION OF WATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2818 ***********************************************************************
 JZ2818  DESIGNATION -  J 358
 JZ2818  PID         -  JZ2818
 JZ2818  STATE/COUNTY-  IN/DECATUR
 JZ2818  COUNTRY     -  US
 JZ2818  USGS QUAD   -  NEW POINT (2019)
 JZ2818
 JZ2818                         *CURRENT SURVEY CONTROL
 JZ2818  ______________________________________________________________________
 JZ2818* NAD 83(1986) POSITION- 39 18 16.     (N) 085 17 39.     (W)   SCALED
 JZ2818* NAVD 88 ORTHO HEIGHT -   298.634 (meters)      979.77  (feet) ADJUSTED
 JZ2818  ______________________________________________________________________
 JZ2818  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ2818  DYNAMIC HEIGHT  -        298.447 (meters)      979.15  (feet) COMP
 JZ2818  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JZ2818
 JZ2818  VERT ORDER      -  FIRST     CLASS II
 JZ2818
 JZ2818.The horizontal coordinates were scaled from a map and have
 JZ2818.an estimated accuracy of +/- 6 seconds.
 JZ2818
 JZ2818.The orthometric height was determined by differential leveling and
 JZ2818.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2818.in June 1991.
 JZ2818
 JZ2818.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2818.GEOID18 height accuracy estimate available here.
 JZ2818
 JZ2818.Click photographs - Photos may exist for this station.
 JZ2818
 JZ2818.The dynamic height is computed by dividing the NAVD 88
 JZ2818.geopotential number by the normal gravity value computed on the
 JZ2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2818.degrees latitude (g = 980.6199 gals.).
 JZ2818
 JZ2818.The modeled gravity was interpolated from observed gravity values.
 JZ2818
 JZ2818;                    North         East    Units  Estimated Accuracy
 JZ2818;SPC IN E     -   450,360.      132,130.      MT  (+/- 180 meters Scaled)
 JZ2818
 JZ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ470519(NAD 83)
 JZ2818
 JZ2818                          SUPERSEDED SURVEY CONTROL
 JZ2818
 JZ2818.No superseded survey control is available for this station.
 JZ2818
 JZ2818_MARKER: I = METAL ROD
 JZ2818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2818_STAMPING: J 358 1986
 JZ2818_MARK LOGO: NGS
 JZ2818_PROJECTION: FLUSH
 JZ2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2818_ROD/PIPE-DEPTH: 4.0 meters
 JZ2818
 JZ2818  HISTORY     - Date     Condition        Report By
 JZ2818  HISTORY     - 1986     MONUMENTED       NGS
 JZ2818
 JZ2818                          STATION DESCRIPTION
 JZ2818
 JZ2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2818'8.2 KM (5.1 MI) NW FROM BATESVILLE.
 JZ2818'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS
 JZ2818'JUNCTION WITH INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 6.3 KM (3.9
 JZ2818'MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, 17.1 M (56.1 FT) SOUTH
 JZ2818'OF THE NEAR RAIL, 5.3 M (17.4 FT) WEST OF THE CENTER OF COUNTY ROAD
 JZ2818'200 WEST, 1.9 M (6.2 FT) NORTHWEST OF A UTILITY POLE, AND 0.3 M
 JZ2818'(1.0 FT) WEST OF THE EAST END OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 JZ2818'IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2818'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JZ2818'THE MARK IS 0.6 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2796 ***********************************************************************
 JZ2796  DESIGNATION -  J 359
 JZ2796  PID         -  JZ2796
 JZ2796  STATE/COUNTY-  IN/DEARBORN
 JZ2796  COUNTRY     -  US
 JZ2796  USGS QUAD   -  GUILFORD (2019)
 JZ2796
 JZ2796                         *CURRENT SURVEY CONTROL
 JZ2796  ______________________________________________________________________
 JZ2796* NAD 83(1986) POSITION- 39 09 25.     (N) 084 53 37.     (W)   SCALED
 JZ2796* NAVD 88 ORTHO HEIGHT -   150.363 (meters)      493.32  (feet) ADJUSTED
 JZ2796  ______________________________________________________________________
 JZ2796  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 JZ2796  DYNAMIC HEIGHT  -        150.270 (meters)      493.01  (feet) COMP
 JZ2796  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 JZ2796
 JZ2796  VERT ORDER      -  FIRST     CLASS II
 JZ2796
 JZ2796.The horizontal coordinates were scaled from a map and have
 JZ2796.an estimated accuracy of +/- 6 seconds.
 JZ2796
 JZ2796.The orthometric height was determined by differential leveling and
 JZ2796.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2796.in June 1991.
 JZ2796
 JZ2796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2796.GEOID18 height accuracy estimate available here.
 JZ2796
 JZ2796.Click photographs - Photos may exist for this station.
 JZ2796
 JZ2796.The dynamic height is computed by dividing the NAVD 88
 JZ2796.geopotential number by the normal gravity value computed on the
 JZ2796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2796.degrees latitude (g = 980.6199 gals.).
 JZ2796
 JZ2796.The modeled gravity was interpolated from observed gravity values.
 JZ2796
 JZ2796;                    North         East    Units  Estimated Accuracy
 JZ2796;SPC IN E     -   434,200.      166,820.      MT  (+/- 180 meters Scaled)
 JZ2796
 JZ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ820363(NAD 83)
 JZ2796
 JZ2796                          SUPERSEDED SURVEY CONTROL
 JZ2796
 JZ2796.No superseded survey control is available for this station.
 JZ2796
 JZ2796_MARKER: I = METAL ROD
 JZ2796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2796_STAMPING: J 359 1986
 JZ2796_MARK LOGO: NGS
 JZ2796_PROJECTION: FLUSH
 JZ2796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2796_ROD/PIPE-DEPTH: 8.5 meters
 JZ2796
 JZ2796  HISTORY     - Date     Condition        Report By
 JZ2796  HISTORY     - 1986     MONUMENTED       NGS
 JZ2796
 JZ2796                          STATION DESCRIPTION
 JZ2796
 JZ2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2796'9.9 KM (6.15 MI) NORTH FROM LAWRENCEBURG.
 JZ2796'9.7 KM (6.0 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH
 JZ2796'U.S. HIGHWAY 50 IN LAWRENCEBURG, THENCE 0.2 KM (0.1 MI) WESTERLY ALONG
 JZ2796'A PAVED AND GRAVELED ROAD, 21.7 M (71.2 FT) SOUTHEAST OF THE CENTER OF
 JZ2796'THE ROAD, 5.5 M (18.0 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 JZ2796'AND 1.0 M (3.3 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.
 JZ2796'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2796'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JZ2796'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1729 ***********************************************************************
 KA1729  DESIGNATION -  J 360
 KA1729  PID         -  KA1729
 KA1729  STATE/COUNTY-  IN/VIGO
 KA1729  COUNTRY     -  US
 KA1729  USGS QUAD   -  NEW GOSHEN (2019)
 KA1729
 KA1729                         *CURRENT SURVEY CONTROL
 KA1729  ______________________________________________________________________
 KA1729* NAD 83(1986) POSITION- 39 32 27.     (N) 087 26 11.     (W)   SCALED
 KA1729* NAVD 88 ORTHO HEIGHT -   177.845 (meters)      583.48  (feet) ADJUSTED
 KA1729  ______________________________________________________________________
 KA1729  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 KA1729  DYNAMIC HEIGHT  -        177.744 (meters)      583.15  (feet) COMP
 KA1729  MODELED GRAVITY -    980,058.7   (mgal)                       NAVD 88
 KA1729
 KA1729  VERT ORDER      -  FIRST     CLASS II
 KA1729
 KA1729.The horizontal coordinates were scaled from a map and have
 KA1729.an estimated accuracy of +/- 6 seconds.
 KA1729
 KA1729.The orthometric height was determined by differential leveling and
 KA1729.adjusted by the NATIONAL GEODETIC SURVEY
 KA1729.in June 1991.
 KA1729
 KA1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1729.GEOID18 height accuracy estimate available here.
 KA1729
 KA1729.Click photographs - Photos may exist for this station.
 KA1729
 KA1729.The dynamic height is computed by dividing the NAVD 88
 KA1729.geopotential number by the normal gravity value computed on the
 KA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1729.degrees latitude (g = 980.6199 gals.).
 KA1729
 KA1729.The modeled gravity was interpolated from observed gravity values.
 KA1729
 KA1729;                    North         East    Units  Estimated Accuracy
 KA1729;SPC IN W     -   476,600.      869,650.      MT  (+/- 180 meters Scaled)
 KA1729
 KA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625768(NAD 83)
 KA1729
 KA1729                          SUPERSEDED SURVEY CONTROL
 KA1729
 KA1729.No superseded survey control is available for this station.
 KA1729
 KA1729_MARKER: I = METAL ROD
 KA1729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1729_STAMPING: J 360 1986
 KA1729_MARK LOGO: NGS
 KA1729_PROJECTION: FLUSH
 KA1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1729_ROD/PIPE-DEPTH: 9.1 meters
 KA1729
 KA1729  HISTORY     - Date     Condition        Report By
 KA1729  HISTORY     - 1986     MONUMENTED       NGS
 KA1729
 KA1729                          STATION DESCRIPTION
 KA1729
 KA1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1729'9.1 KM (5.65 MI) NORTH FROM TERRE HAUTE.
 KA1729'9.1 KM (5.65 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE
 KA1729'IN TERRE HAUTE, 38.4 M (126.0 FT) NORTH OF THE CENTER OF A GRAVELED
 KA1729'ROAD LEADING EAST TO THE VIGO COUNTY LANDFILL, 19.4 M (63.6 FT) EAST
 KA1729'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 6.1 M
 KA1729'(20.0 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1729'THROUGH A 5-INCH LOGO CAP.
 KA1729'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1729'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1755 ***********************************************************************
 KA1755  DESIGNATION -  J 361
 KA1755  PID         -  KA1755
 KA1755  STATE/COUNTY-  IN/VERMILLION
 KA1755  COUNTRY     -  US
 KA1755  USGS QUAD   -  NEWPORT (2019)
 KA1755
 KA1755                         *CURRENT SURVEY CONTROL
 KA1755  ______________________________________________________________________
 KA1755* NAD 83(1986) POSITION- 39 54 58.     (N) 087 26 30.     (W)   SCALED
 KA1755* NAVD 88 ORTHO HEIGHT -   161.498 (meters)      529.85  (feet) ADJUSTED
 KA1755  ______________________________________________________________________
 KA1755  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 KA1755  DYNAMIC HEIGHT  -        161.412 (meters)      529.57  (feet) COMP
 KA1755  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 KA1755
 KA1755  VERT ORDER      -  FIRST     CLASS II
 KA1755
 KA1755.The horizontal coordinates were scaled from a map and have
 KA1755.an estimated accuracy of +/- 6 seconds.
 KA1755
 KA1755.The orthometric height was determined by differential leveling and
 KA1755.adjusted by the NATIONAL GEODETIC SURVEY
 KA1755.in June 1991.
 KA1755
 KA1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1755.GEOID18 height accuracy estimate available here.
 KA1755
 KA1755.Click photographs - Photos may exist for this station.
 KA1755
 KA1755.The dynamic height is computed by dividing the NAVD 88
 KA1755.geopotential number by the normal gravity value computed on the
 KA1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1755.degrees latitude (g = 980.6199 gals.).
 KA1755
 KA1755.The modeled gravity was interpolated from observed gravity values.
 KA1755
 KA1755;                    North         East    Units  Estimated Accuracy
 KA1755;SPC IN W     -   518,270.      869,360.      MT  (+/- 180 meters Scaled)
 KA1755
 KA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK622185(NAD 83)
 KA1755
 KA1755                          SUPERSEDED SURVEY CONTROL
 KA1755
 KA1755.No superseded survey control is available for this station.
 KA1755
 KA1755_MARKER: I = METAL ROD
 KA1755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1755_STAMPING: J 361 1986
 KA1755_MARK LOGO: NGS
 KA1755_PROJECTION: FLUSH
 KA1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1755_ROD/PIPE-DEPTH: 17.4 meters
 KA1755
 KA1755  HISTORY     - Date     Condition        Report By
 KA1755  HISTORY     - 1986     MONUMENTED       NGS
 KA1755  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1755
 KA1755                          STATION DESCRIPTION
 KA1755
 KA1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1755'4.4 KM (2.75 MI) SOUTH FROM CAYUGA.
 KA1755'4.4 KM (2.75 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1755'WITH STATE HIGHWAY 234 IN CAYUGA, 0.5 KM (0.3 MI) NORTH OF THE
 KA1755'INTERSECTION OF COUNTY ROAD 200 N, 31.0 M (101.7 FT) EAST OF THE
 KA1755'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 KA1755'SOUTH-SOUTHWEST OF THE TENTH T-BAR FENCE POST FROM A SINGLE GALVANIZED
 KA1755'POST WITH 2 BRACE POSTS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1755'5-INCH LOGO CAP.
 KA1755'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1755'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1755
 KA1755                          STATION RECOVERY (2005)
 KA1755
 KA1755'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3391 ***********************************************************************
 ME3391  DESIGNATION -  J 367
 ME3391  PID         -  ME3391
 ME3391  STATE/COUNTY-  IN/STARKE
 ME3391  COUNTRY     -  US
 ME3391  USGS QUAD   -  KNOX EAST (2019)
 ME3391
 ME3391                         *CURRENT SURVEY CONTROL
 ME3391  ______________________________________________________________________
 ME3391* NAD 83(1986) POSITION- 41 22 25.     (N) 086 31 20.     (W)   SCALED
 ME3391* NAVD 88 ORTHO HEIGHT -   213.974 (meters)      702.01  (feet) ADJUSTED
 ME3391  ______________________________________________________________________
 ME3391  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 ME3391  DYNAMIC HEIGHT  -        213.887 (meters)      701.73  (feet) COMP
 ME3391  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 ME3391
 ME3391  VERT ORDER      -  FIRST     CLASS II
 ME3391
 ME3391.The horizontal coordinates were scaled from a map and have
 ME3391.an estimated accuracy of +/- 6 seconds.
 ME3391
 ME3391.The orthometric height was determined by differential leveling and
 ME3391.adjusted by the NATIONAL GEODETIC SURVEY
 ME3391.in April 1995.
 ME3391
 ME3391.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3391.GEOID18 height accuracy estimate available here.
 ME3391
 ME3391.Click photographs - Photos may exist for this station.
 ME3391
 ME3391.The dynamic height is computed by dividing the NAVD 88
 ME3391.geopotential number by the normal gravity value computed on the
 ME3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3391.degrees latitude (g = 980.6199 gals.).
 ME3391
 ME3391.The modeled gravity was interpolated from observed gravity values.
 ME3391
 ME3391;                    North         East    Units  Estimated Accuracy
 ME3391;SPC IN W     -   680,200.      946,940.      MT  (+/- 180 meters Scaled)
 ME3391
 ME3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL399803(NAD 83)
 ME3391
 ME3391                          SUPERSEDED SURVEY CONTROL
 ME3391
 ME3391  NGVD 29 (01/19/93)  214.081  (m)          702.36   (f) ADJUSTED    1 2
 ME3391
 ME3391.Superseded values are not recommended for survey control.
 ME3391
 ME3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3391.See file dsdata.pdf to determine how the superseded data were derived.
 ME3391
 ME3391_MARKER: I = METAL ROD
 ME3391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3391_STAMPING: J 367 1992
 ME3391_MARK LOGO: NGS
 ME3391_PROJECTION: FLUSH
 ME3391_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3391+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3391_ROD/PIPE-DEPTH: 25.6 meters
 ME3391
 ME3391  HISTORY     - Date     Condition        Report By
 ME3391  HISTORY     - 1992     MONUMENTED       NGS
 ME3391
 ME3391                          STATION DESCRIPTION
 ME3391
 ME3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3391'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME3391'HAMLET, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME3391'26.5 M (86.9 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 900 EAST,
 ME3391'8.5 M (27.9 FT) NORTH OF THE NEAR RAIL, 7.9 M (25.9 FT) NORTH OF THE
 ME3391'CENTER OF YELLOWSTONE TRAIL, 0.7 M (2.3 FT) EAST OF A UTILITY POLE,
 ME3391'0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.7 M (2.3 FT) BELOW THE
 ME3391'LEVEL OF THE TRAIL. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 ME3391'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1962 ***********************************************************************
 MD1962  DESIGNATION -  J 368
 MD1962  PID         -  MD1962
 MD1962  STATE/COUNTY-  IN/KOSCIUSKO
 MD1962  COUNTRY     -  US
 MD1962  USGS QUAD   -  WARSAW (2019)
 MD1962
 MD1962                         *CURRENT SURVEY CONTROL
 MD1962  ______________________________________________________________________
 MD1962* NAD 83(1986) POSITION- 41 12 51.     (N) 085 45 11.     (W)   SCALED
 MD1962* NAVD 88 ORTHO HEIGHT -   264.928 (meters)      869.18  (feet) ADJUSTED
 MD1962  ______________________________________________________________________
 MD1962  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 MD1962  DYNAMIC HEIGHT  -        264.815 (meters)      868.81  (feet) COMP
 MD1962  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 MD1962
 MD1962  VERT ORDER      -  FIRST     CLASS II
 MD1962
 MD1962.The horizontal coordinates were scaled from a map and have
 MD1962.an estimated accuracy of +/- 6 seconds.
 MD1962
 MD1962.The orthometric height was determined by differential leveling and
 MD1962.adjusted by the NATIONAL GEODETIC SURVEY
 MD1962.in April 1995.
 MD1962
 MD1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1962.GEOID18 height accuracy estimate available here.
 MD1962
 MD1962.Click photographs - Photos may exist for this station.
 MD1962
 MD1962.The dynamic height is computed by dividing the NAVD 88
 MD1962.geopotential number by the normal gravity value computed on the
 MD1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1962.degrees latitude (g = 980.6199 gals.).
 MD1962
 MD1962.The modeled gravity was interpolated from observed gravity values.
 MD1962
 MD1962;                    North         East    Units  Estimated Accuracy
 MD1962;SPC IN E     -   662,350.       92,760.      MT  (+/- 180 meters Scaled)
 MD1962
 MD1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL045632(NAD 83)
 MD1962
 MD1962                          SUPERSEDED SURVEY CONTROL
 MD1962
 MD1962  NGVD 29 (01/19/93)  265.068  (m)          869.64   (f) ADJUSTED    1 2
 MD1962
 MD1962.Superseded values are not recommended for survey control.
 MD1962
 MD1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1962.See file dsdata.pdf to determine how the superseded data were derived.
 MD1962
 MD1962_MARKER: I = METAL ROD
 MD1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1962_STAMPING: J 368 1992
 MD1962_MARK LOGO: NGS
 MD1962_PROJECTION: FLUSH
 MD1962_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1962+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1962_ROD/PIPE-DEPTH: 7.3 meters
 MD1962_SLEEVE-DEPTH  : 0.9 meters
 MD1962
 MD1962  HISTORY     - Date     Condition        Report By
 MD1962  HISTORY     - 1992     MONUMENTED       NGS
 MD1962  HISTORY     - 19971120 GOOD             USPSQD
 MD1962
 MD1962                          STATION DESCRIPTION
 MD1962
 MD1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1962'4.3 KM (2.65 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1962'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, 93.0 M (305.1 FT)
 MD1962'NORTHEAST OF THE NEAR RAIL, 84.0 M (275.6 FT) SOUTHEAST OF THE CENTER
 MD1962'OF A DRIVEWAY, 20.1 M (65.9 FT) NORTHEAST OF AND LEVEL WITH THE
 MD1962'CENTERLINE OF THE WESTBOUND LANES OF U.S. HIGHWAY 30, 3.4 M (11.2
 MD1962'FT) SOUTHEAST OF A T-FENCE CORNER, AND 0.6 M (2.0 FT) SOUTHWEST OF A
 MD1962'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MD1962'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 MD1962'FOR A CLASS A MARK.
 MD1962
 MD1962                          STATION RECOVERY (1997)
 MD1962
 MD1962'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7515 ***********************************************************************
 DR7515  DESIGNATION -  J 375
 DR7515  PID         -  DR7515
 DR7515  STATE/COUNTY-  IN/ELKHART
 DR7515  COUNTRY     -  US
 DR7515  USGS QUAD   -  MILLERSBURG (2019)
 DR7515
 DR7515                         *CURRENT SURVEY CONTROL
 DR7515  ______________________________________________________________________
 DR7515* NAD 83(1986) POSITION- 41 36 45.23   (N) 085 42 18.62   (W)   HD_HELD1
 DR7515* NAVD 88 ORTHO HEIGHT -   278.009 (meters)      912.10  (feet) ADJUSTED
 DR7515  ______________________________________________________________________
 DR7515  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 DR7515  DYNAMIC HEIGHT  -        277.901 (meters)      911.75  (feet) COMP
 DR7515  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 DR7515
 DR7515  VERT ORDER      -  SECOND    CLASS I
 DR7515
 DR7515.The horizontal coordinates were determined by differentially corrected
 DR7515.hand held GPS observations or other comparable positioning techniques
 DR7515.and have an estimated accuracy of +/- 3 meters.
 DR7515
 DR7515.The orthometric height was determined by differential leveling and
 DR7515.adjusted by the NATIONAL GEODETIC SURVEY
 DR7515.in March 2022.
 DR7515
 DR7515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7515.GEOID18 height accuracy estimate available here.
 DR7515
 DR7515.Click photographs - Photos may exist for this station.
 DR7515
 DR7515.The dynamic height is computed by dividing the NAVD 88
 DR7515.geopotential number by the normal gravity value computed on the
 DR7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7515.degrees latitude (g = 980.6199 gals.).
 DR7515
 DR7515.The modeled gravity was interpolated from observed gravity values.
 DR7515
 DR7515;                    North         East    Units  Estimated Accuracy
 DR7515;SPC IN E     -   706,587.9      96,790.6     MT  (+/- 3 meters HH1 GPS) 
 DR7515
 DR7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0788307570(NAD 83)
 DR7515
 DR7515                          SUPERSEDED SURVEY CONTROL
 DR7515
 DR7515.No superseded survey control is available for this station.
 DR7515
 DR7515_MARKER: F = FLANGE-ENCASED ROD
 DR7515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7515_STAMPING: J 375 2018
 DR7515_MARK LOGO: NONE
 DR7515_PROJECTION: RECESSED 8 CENTIMETERS
 DR7515_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7515+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2018
 DR7515_ROD/PIPE-DEPTH: 5.5 meters
 DR7515_SLEEVE-DEPTH  : 0.9 meters
 DR7515
 DR7515  HISTORY     - Date     Condition        Report By
 DR7515  HISTORY     - 20180607 MONUMENTED       INDOT
 DR7515
 DR7515                          STATION DESCRIPTION
 DR7515
 DR7515'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7515'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF GOSHEN,
 DR7515'5.9 MI (9.5 KM) NORTH OF MILLERSBURG AND 4.3 MI (6.9 KM) SOUTH OF
 DR7515'MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7515'
 DR7515'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7515'TRAVEL SOUTH 2.87 MI (4.62 KM) ALONG STATE ROAD 13 TO THE MONUMENT ON
 DR7515'THE RIGHT (WEST) SIDE OF THE ROAD.
 DR7515'
 DR7515'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 45 FT (13.7 M)
 DR7515'SOUTH OF THE SOUTH EDGE OF THE GRAVEL PARKING LOT FOR JOURNEY WORSHIP
 DR7515'CENTER AT 60781 STATE ROAD 13 AND APPROXIMATELY 22 FT (6.7 M) WEST OF
 DR7515'THE ROAD CENTERLINE.  IT IS LOCATED 81.42 FT (24.8 M) NORTH-NORTHWEST
 DR7515'OF A MAG NAIL SET IN THE NORTHWEST FACE OF A POWER POLE (NO NUMBER),
 DR7515'26.88 FT (8.2 M) SOUTH-SOUTHEAST OF A MAG NAIL SET IN THE SOUTHEAST
 DR7515'FACE OF A WOODEN FENCE POST, 34.74 FT (10.6 M) SOUTH OF THE SOUTHEAST
 DR7515'CORNER OF A POST ON A WATCH FOR SCHOOL BUS SIGN AND 45.23 FT (13.8 M)
 DR7515'WEST OF A MAG NAIL SET IN THE NORTHWEST FACE OF A POWER POLE (NO
 DR7515'NUMBER).
 DR7515'
 DR7515'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7515'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7541 ***********************************************************************
 DR7541  DESIGNATION -  J 376
 DR7541  PID         -  DR7541
 DR7541  STATE/COUNTY-  IN/LAGRANGE
 DR7541  COUNTRY     -  US
 DR7541  USGS QUAD   -  MONGO (2019)
 DR7541
 DR7541                         *CURRENT SURVEY CONTROL
 DR7541  ______________________________________________________________________
 DR7541* NAD 83(1986) POSITION- 41 38 29.60   (N) 085 20 55.27   (W)   HD_HELD1
 DR7541* NAVD 88 ORTHO HEIGHT -   294.125 (meters)      964.98  (feet) ADJUSTED
 DR7541  ______________________________________________________________________
 DR7541  GEOID HEIGHT    -        -33.223 (meters)                     GEOID18
 DR7541  DYNAMIC HEIGHT  -        294.012 (meters)      964.60  (feet) COMP
 DR7541  MODELED GRAVITY -    980,230.8   (mgal)                       NAVD 88
 DR7541
 DR7541  VERT ORDER      -  SECOND    CLASS I
 DR7541
 DR7541.The horizontal coordinates were determined by differentially corrected
 DR7541.hand held GPS observations or other comparable positioning techniques
 DR7541.and have an estimated accuracy of +/- 3 meters.
 DR7541
 DR7541.The orthometric height was determined by differential leveling and
 DR7541.adjusted by the NATIONAL GEODETIC SURVEY
 DR7541.in March 2022.
 DR7541
 DR7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7541.GEOID18 height accuracy estimate available here.
 DR7541
 DR7541.Click photographs - Photos may exist for this station.
 DR7541
 DR7541.The dynamic height is computed by dividing the NAVD 88
 DR7541.geopotential number by the normal gravity value computed on the
 DR7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7541.degrees latitude (g = 980.6199 gals.).
 DR7541
 DR7541.The modeled gravity was interpolated from observed gravity values.
 DR7541
 DR7541;                    North         East    Units  Estimated Accuracy
 DR7541;SPC IN E     -   709,855.9     126,491.4     MT  (+/- 3 meters HH1 GPS) 
 DR7541
 DR7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3752411296(NAD 83)
 DR7541
 DR7541                          SUPERSEDED SURVEY CONTROL
 DR7541
 DR7541.No superseded survey control is available for this station.
 DR7541
 DR7541_MARKER: F = FLANGE-ENCASED ROD
 DR7541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7541_STAMPING: J 376 2018
 DR7541_MARK LOGO: NONE
 DR7541_PROJECTION: RECESSED 8 CENTIMETERS
 DR7541_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7541+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 DR7541_ROD/PIPE-DEPTH: 5.8 meters
 DR7541_SLEEVE-DEPTH  : 0.9 meters
 DR7541
 DR7541  HISTORY     - Date     Condition        Report By
 DR7541  HISTORY     - 20180626 MONUMENTED       INDOT
 DR7541
 DR7541                          STATION DESCRIPTION
 DR7541
 DR7541'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7541'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF WOLCOTTVILLE, 4.6
 DR7541'MI (7.4 KM) SOUTHWEST OF MONGO AND 3.5 MI (5.6 KM) EAST OF LAGRANGE.
 DR7541'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7541'
 DR7541'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7541'LAGRANGE, TRAVEL EAST 3.58 MI (5.76 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7541'MONUMENT ON THE LEFT(NORTH) SIDE OF THE ROAD, LOCATED IN THE SOUTHWEST
 DR7541'QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD SOUTH
 DR7541'400 EAST.
 DR7541'
 DR7541'THE STATION IS FLUSH WITH THE GROUND, 46.8 FT (14.3 M) SOUTH OF THE
 DR7541'APPROXIMATE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 24 FT (7.3 M)
 DR7541'WEST OF THE COUNTY ROAD SOUTH 400 EAST CENTERLINE.  IT IS LOCATED
 DR7541'51.92 FT (15.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,,
 DR7541'43.71 FT (13.3 M) WEST OF A MAG NAIL SET IN POWER POLE 1080-875 AND
 DR7541'51.80 FT (15.8 M) NORTH OF A MAG NAIL SET IN TELEPHONE POLE 17709.
 DR7541'
 DR7541'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7541'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7584 ***********************************************************************
 DR7584  DESIGNATION -  J 378
 DR7584  PID         -  DR7584
 DR7584  STATE/COUNTY-  IN/STEUBEN
 DR7584  COUNTRY     -  US
 DR7584  USGS QUAD   -  STROH (2019)
 DR7584
 DR7584                         *CURRENT SURVEY CONTROL
 DR7584  ______________________________________________________________________
 DR7584* NAD 83(1986) POSITION- 41 36 25.65   (N) 085 08 25.00   (W)   HD_HELD1
 DR7584* NAVD 88 ORTHO HEIGHT -   316.722 (meters)     1039.11  (feet) ADJUSTED
 DR7584  ______________________________________________________________________
 DR7584  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 DR7584  DYNAMIC HEIGHT  -        316.601 (meters)     1038.72  (feet) COMP
 DR7584  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 DR7584
 DR7584  VERT ORDER      -  SECOND    CLASS I
 DR7584
 DR7584.The horizontal coordinates were determined by differentially corrected
 DR7584.hand held GPS observations or other comparable positioning techniques
 DR7584.and have an estimated accuracy of +/- 3 meters.
 DR7584
 DR7584.The orthometric height was determined by differential leveling and
 DR7584.adjusted by the NATIONAL GEODETIC SURVEY
 DR7584.in March 2022.
 DR7584
 DR7584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7584.GEOID18 height accuracy estimate available here.
 DR7584
 DR7584.Click photographs - Photos may exist for this station.
 DR7584
 DR7584.The dynamic height is computed by dividing the NAVD 88
 DR7584.geopotential number by the normal gravity value computed on the
 DR7584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7584.degrees latitude (g = 980.6199 gals.).
 DR7584
 DR7584.The modeled gravity was interpolated from observed gravity values.
 DR7584
 DR7584;                    North         East    Units  Estimated Accuracy
 DR7584;SPC IN E     -   706,117.0     143,877.6     MT  (+/- 3 meters HH1 GPS) 
 DR7584
 DR7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5496407827(NAD 83)
 DR7584
 DR7584                          SUPERSEDED SURVEY CONTROL
 DR7584
 DR7584.No superseded survey control is available for this station.
 DR7584
 DR7584_MARKER: F = FLANGE-ENCASED ROD
 DR7584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7584_STAMPING: J 378 2018
 DR7584_MARK LOGO: NONE
 DR7584_PROJECTION: RECESSED 8 CENTIMETERS
 DR7584_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7584+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 DR7584_ROD/PIPE-DEPTH: 9.4 meters
 DR7584_SLEEVE-DEPTH  : 0.9 meters
 DR7584
 DR7584  HISTORY     - Date     Condition        Report By
 DR7584  HISTORY     - 20180801 MONUMENTED       INDOT
 DR7584
 DR7584                          STATION DESCRIPTION
 DR7584
 DR7584'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7584'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF ANGOLA,
 DR7584'6.7 MI (10.8 KM) NORTHWEST OF ASHLEY AND 3.5 MI (5.6 KM)
 DR7584'EAST-NORTHEAST OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7584'
 DR7584'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7584'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.67 MI (4.30 KM) ALONG STATE ROAD
 DR7584'327 TO COUNTY ROAD WEST 250 SOUTH.  TURN LEFT (EAST) AND TRAVEL 1.50
 DR7584'MI (2.41 KM) TO COUNTY ROAD SOUTH 800 WEST.  TURN LEFT (NORTH) AND
 DR7584'TRAVEL 100 FT (30.5 M) TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7584'ROAD.
 DR7584'
 DR7584'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 17 FT (5.2 M) EAST
 DR7584'OF THE ROAD CENTERLINE AND SOUTH OF A SET OF THREE CONCRETE STEPS.  IT
 DR7584'IS LOCATED 144.08 FT (43.9 M) NORTHEAST OF A MAG NAIL SET IN THE NORTH
 DR7584'FACE OF POWER POLE 1-080-461, 118.73 FT (36.2 M) EAST OF THE SOUTHEAST
 DR7584'CORNER OF A 1 STORY HOUSE, 133.62 FT (40.7 M) SOUTH-SOUTHEAST OF A MAG
 DR7584'NAIL SET IN THE SOUTHEAST FACE OF POWER POLE 1-080-458 AND 129.41 FT
 DR7584'(39.4 M) SOUTH OF A MAG NAIL SET IN THE SOUTH FACE OF POWER POLE
 DR7584'1-080-459.
 DR7584'
 DR7584'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7584'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0804 ***********************************************************************
 LA0804  DESIGNATION -  J 38
 LA0804  PID         -  LA0804
 LA0804  STATE/COUNTY-  IN/WELLS
 LA0804  COUNTRY     -  US
 LA0804  USGS QUAD   -  UNIONDALE (2019)
 LA0804
 LA0804                         *CURRENT SURVEY CONTROL
 LA0804  ______________________________________________________________________
 LA0804* NAD 83(1986) POSITION- 40 46 44.     (N) 085 09 57.     (W)   SCALED
 LA0804* NAVD 88 ORTHO HEIGHT -   260.654 (meters)      855.16  (feet) ADJUSTED
 LA0804  ______________________________________________________________________
 LA0804  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 LA0804  DYNAMIC HEIGHT  -        260.531 (meters)      854.76  (feet) COMP
 LA0804  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 LA0804
 LA0804  VERT ORDER      -  SECOND    CLASS 0
 LA0804
 LA0804.The horizontal coordinates were scaled from a map and have
 LA0804.an estimated accuracy of +/- 6 seconds.
 LA0804
 LA0804.The orthometric height was determined by differential leveling and
 LA0804.adjusted by the NATIONAL GEODETIC SURVEY
 LA0804.in June 1991.
 LA0804
 LA0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0804.GEOID18 height accuracy estimate available here.
 LA0804
 LA0804.Click photographs - Photos may exist for this station.
 LA0804
 LA0804.The dynamic height is computed by dividing the NAVD 88
 LA0804.geopotential number by the normal gravity value computed on the
 LA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0804.degrees latitude (g = 980.6199 gals.).
 LA0804
 LA0804.The modeled gravity was interpolated from observed gravity values.
 LA0804
 LA0804;                    North         East    Units  Estimated Accuracy
 LA0804;SPC IN E     -   614,130.      142,280.      MT  (+/- 180 meters Scaled)
 LA0804
 LA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL547158(NAD 83)
 LA0804
 LA0804                          SUPERSEDED SURVEY CONTROL
 LA0804
 LA0804  NGVD 29 (??/??/92)  260.791  (m)          855.61   (f) ADJ UNCH    2 0
 LA0804
 LA0804.Superseded values are not recommended for survey control.
 LA0804
 LA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0804.See file dsdata.pdf to determine how the superseded data were derived.
 LA0804
 LA0804_MARKER: DB = BENCH MARK DISK
 LA0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0804_STAMPING: J 38 1934
 LA0804_MARK LOGO: CGS
 LA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0804+STABILITY: SURFACE MOTION
 LA0804
 LA0804  HISTORY     - Date     Condition        Report By
 LA0804  HISTORY     - 1934     MONUMENTED       CGS
 LA0804  HISTORY     - 1968     GOOD             CGS
 LA0804
 LA0804                          STATION DESCRIPTION
 LA0804
 LA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0804'3 MI N FROM BLUFFTON.
 LA0804'3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0804'BLUFFTON, WELLS COUNTY, IN THE NORTHWEST OF THE INTERSECTION
 LA0804'OF A GRAVEL ROAD LEADING TO THE BLUFFTON COUNTRY CLUB, 42 FEET
 LA0804'NORTH OF POLE 2009, 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LA0804'27 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, AND ABOUT
 LA0804'1-1/2 FEET LOWER THAN THE HIGHWAY, 1 FOOT SOUTH OF A STEEL WITNESS
 LA0804'POST.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP OF
 LA0804'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0253 ***********************************************************************
 LA0253  DESIGNATION -  J 39
 LA0253  PID         -  LA0253
 LA0253  STATE/COUNTY-  IN/RANDOLPH
 LA0253  COUNTRY     -  US
 LA0253  USGS QUAD   -  WINCHESTER (2019)
 LA0253
 LA0253                         *CURRENT SURVEY CONTROL
 LA0253  ______________________________________________________________________
 LA0253* NAD 83(1986) POSITION- 40 10 29.     (N) 084 59 02.     (W)   SCALED
 LA0253* NAVD 88 ORTHO HEIGHT -   332.041 (meters)     1089.37  (feet) ADJUSTED
 LA0253  ______________________________________________________________________
 LA0253  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LA0253  DYNAMIC HEIGHT  -        331.864 (meters)     1088.79  (feet) COMP
 LA0253  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LA0253
 LA0253  VERT ORDER      -  SECOND    CLASS 0
 LA0253
 LA0253.The horizontal coordinates were scaled from a map and have
 LA0253.an estimated accuracy of +/- 6 seconds.
 LA0253
 LA0253.The orthometric height was determined by differential leveling and
 LA0253.adjusted by the NATIONAL GEODETIC SURVEY
 LA0253.in June 1991.
 LA0253
 LA0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0253.GEOID18 height accuracy estimate available here.
 LA0253
 LA0253.Click photographs - Photos may exist for this station.
 LA0253
 LA0253.The dynamic height is computed by dividing the NAVD 88
 LA0253.geopotential number by the normal gravity value computed on the
 LA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0253.degrees latitude (g = 980.6199 gals.).
 LA0253
 LA0253.The modeled gravity was interpolated from observed gravity values.
 LA0253
 LA0253;                    North         East    Units  Estimated Accuracy
 LA0253;SPC IN E     -   547,140.      158,150.      MT  (+/- 180 meters Scaled)
 LA0253
 LA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK716490(NAD 83)
 LA0253
 LA0253                          SUPERSEDED SURVEY CONTROL
 LA0253
 LA0253  NGVD 29 (??/??/92)  332.183  (m)         1089.84   (f) ADJ UNCH    2 0
 LA0253
 LA0253.Superseded values are not recommended for survey control.
 LA0253
 LA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0253.See file dsdata.pdf to determine how the superseded data were derived.
 LA0253
 LA0253_MARKER: DB = BENCH MARK DISK
 LA0253_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0253+WITH SETTING: PAVEMENT
 LA0253_SP_SET: SWITCH BASE
 LA0253_STAMPING: J 39 1934
 LA0253_MARK LOGO: CGS
 LA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0253+STABILITY: SURFACE MOTION
 LA0253
 LA0253  HISTORY     - Date     Condition        Report By
 LA0253  HISTORY     - 1934     MONUMENTED       CGS
 LA0253  HISTORY     - 1947     GOOD             CGS
 LA0253
 LA0253                          STATION DESCRIPTION
 LA0253
 LA0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0253'AT WINCHESTER.
 LA0253'AT WINCHESTER, RANDOLPH COUNTY, ON THE CLEVELAND, CINCINNATI,
 LA0253'CHICAGO AND ST. LOUIS RAILWAY, BETWEEN POLES 208/12 AND 20,/13,
 LA0253'AT THE CROSSING OF THE PENNSYLVANIA RAILROAD, 42.5 FEET WEST OF
 LA0253'THE NORTHWEST CORNER OF THE INTERLOCKING TOWER, IN THE TOP OF A
 LA0253'CONCRETE SWITCH-BASE, 7.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 LA0253'1 FOOT HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2361 ***********************************************************************
 JZ2361  DESIGNATION -  J 4
 JZ2361  PID         -  JZ2361
 JZ2361  STATE/COUNTY-  IN/MARION
 JZ2361  COUNTRY     -  US
 JZ2361  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2361
 JZ2361                         *CURRENT SURVEY CONTROL
 JZ2361  ______________________________________________________________________
 JZ2361* NAD 83(1986) POSITION- 39 52 47.     (N) 085 57 08.     (W)   SCALED
 JZ2361* NAVD 88 ORTHO HEIGHT -   259.009 (meters)      849.77  (feet) ADJUSTED
 JZ2361  ______________________________________________________________________
 JZ2361  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 JZ2361  DYNAMIC HEIGHT  -        258.863 (meters)      849.29  (feet) COMP
 JZ2361  MODELED GRAVITY -    980,057.9   (mgal)                       NAVD 88
 JZ2361
 JZ2361  VERT ORDER      -  FIRST     CLASS II
 JZ2361
 JZ2361.The horizontal coordinates were scaled from a map and have
 JZ2361.an estimated accuracy of +/- 6 seconds.
 JZ2361
 JZ2361.The orthometric height was determined by differential leveling and
 JZ2361.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2361.in June 1991.
 JZ2361
 JZ2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2361.GEOID18 height accuracy estimate available here.
 JZ2361
 JZ2361.Click photographs - Photos may exist for this station.
 JZ2361
 JZ2361.The dynamic height is computed by dividing the NAVD 88
 JZ2361.geopotential number by the normal gravity value computed on the
 JZ2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2361.degrees latitude (g = 980.6199 gals.).
 JZ2361
 JZ2361.The modeled gravity was interpolated from observed gravity values.
 JZ2361
 JZ2361;                    North         East    Units  Estimated Accuracy
 JZ2361;SPC IN E     -   514,200.       75,570.      MT  (+/- 180 meters Scaled)
 JZ2361
 JZ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK895149(NAD 83)
 JZ2361
 JZ2361                          SUPERSEDED SURVEY CONTROL
 JZ2361
 JZ2361  NGVD 29 (??/??/92)  259.144  (m)          850.21   (f) ADJ UNCH    1 2
 JZ2361
 JZ2361.Superseded values are not recommended for survey control.
 JZ2361
 JZ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2361.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2361
 JZ2361_MARKER: DB = BENCH MARK DISK
 JZ2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2361_STAMPING: J 4 ELEV 850.238 FT
 JZ2361_MARK LOGO: CGS
 JZ2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2361+STABILITY: SURFACE MOTION
 JZ2361
 JZ2361  HISTORY     - Date     Condition        Report By
 JZ2361  HISTORY     - 1916     MONUMENTED       CGS
 JZ2361  HISTORY     - 1947     GOOD             CGS
 JZ2361  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 JZ2361
 JZ2361                          STATION DESCRIPTION
 JZ2361
 JZ2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2361'0.2 MI NE FROM OAKLANDON.
 JZ2361'ABOUT 0.2 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2361'FROM THE OAKLANDON STATE BANK AT OAKLANDON, ABOUT 9 RAILS
 JZ2361'NORTHEAST OF MILE POST 270, 55 FEET NORTHWEST AND ACROSS THE
 JZ2361'TRACKS FROM POLE 269/50, 69 FEET SOUTHWEST OF THE SOUTH CORNER OF
 JZ2361'A SECTION TOOL HOUSE, 23 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JZ2361'13.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT
 JZ2361'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 JZ2361'THE TRACKS, AND SET IN THE TOP OF A STONE POST PROJECTING 2
 JZ2361'INCHES.
 JZ2361
 JZ2361                          STATION RECOVERY (1976)
 JZ2361
 JZ2361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1017 ***********************************************************************
 LA1017  DESIGNATION -  J 41
 LA1017  PID         -  LA1017
 LA1017  STATE/COUNTY-  IN/DELAWARE
 LA1017  COUNTRY     -  US
 LA1017  USGS QUAD   -  MUNCIE WEST (2019)
 LA1017
 LA1017                         *CURRENT SURVEY CONTROL
 LA1017  ______________________________________________________________________
 LA1017* NAD 83(1986) POSITION- 40 11 27.1    (N) 085 23 16.2    (W)   HD_HELD2
 LA1017* NAVD 88 ORTHO HEIGHT -   289.692 (meters)      950.43  (feet) ADJUSTED
 LA1017  ______________________________________________________________________
 LA1017  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 LA1017  DYNAMIC HEIGHT  -        289.538 (meters)      949.93  (feet) COMP
 LA1017  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LA1017
 LA1017  VERT ORDER      -  SECOND    CLASS 0
 LA1017
 LA1017.The horizontal coordinates were established by autonomous hand held GPS
 LA1017.observations and have an estimated accuracy of +/- 10 meters.
 LA1017
 LA1017.The orthometric height was determined by differential leveling and
 LA1017.adjusted by the NATIONAL GEODETIC SURVEY
 LA1017.in June 1991.
 LA1017
 LA1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1017.GEOID18 height accuracy estimate available here.
 LA1017
 LA1017.Click photographs - Photos may exist for this station.
 LA1017
 LA1017.The dynamic height is computed by dividing the NAVD 88
 LA1017.geopotential number by the normal gravity value computed on the
 LA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1017.degrees latitude (g = 980.6199 gals.).
 LA1017
 LA1017.The modeled gravity was interpolated from observed gravity values.
 LA1017
 LA1017;                    North         East    Units  Estimated Accuracy
 LA1017;SPC IN E     -   548,747.      123,743.      MT  (+/- 10 meters HH2 GPS)
 LA1017
 LA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3723350187(NAD 83)
 LA1017
 LA1017                          SUPERSEDED SURVEY CONTROL
 LA1017
 LA1017  NGVD 29 (??/??/92)  289.828  (m)          950.88   (f) ADJ UNCH    2 0
 LA1017
 LA1017.Superseded values are not recommended for survey control.
 LA1017
 LA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1017.See file dsdata.pdf to determine how the superseded data were derived.
 LA1017
 LA1017_MARKER: DB = BENCH MARK DISK
 LA1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1017_SP_SET: BUILDING
 LA1017_STAMPING: J 41 1934
 LA1017_MARK LOGO: CGS
 LA1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1017+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2017
 LA1017
 LA1017  HISTORY     - Date     Condition        Report By
 LA1017  HISTORY     - 1934     MONUMENTED       CGS
 LA1017  HISTORY     - 1947     GOOD             CGS
 LA1017  HISTORY     - 20091026 GOOD             INDOT
 LA1017  HISTORY     - 20170912 GOOD             LDACE
 LA1017
 LA1017                          STATION DESCRIPTION
 LA1017
 LA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1017'AT MUNCIE.
 LA1017'AT MUNCIE, DELAWARE COUNTY, IN THE EAST WALL OF THE POST OFFICE,
 LA1017'BETWEEN TWO ENTRANCE, 24 YARDS NORTH OF THE SOUTHEAST CORNER
 LA1017'OF THE BUILDING, 20.8 FEET WEST OF THE CURB OF HIGH STREET,
 LA1017'AND 2.1 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 41
 LA1017'1934 AND SET VERTICALLY.
 LA1017
 LA1017                          STATION RECOVERY (2009)
 LA1017
 LA1017'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1017'RECOVERED IN GOOD CONDITION.
 LA1017
 LA1017                          STATION RECOVERY (2017)
 LA1017
 LA1017'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2017 (DJC)
 LA1017'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1435 ***********************************************************************
 LA1435  DESIGNATION -  J 42
 LA1435  PID         -  LA1435
 LA1435  STATE/COUNTY-  IN/MADISON
 LA1435  COUNTRY     -  US
 LA1435  USGS QUAD   -  LAPEL (2019)
 LA1435
 LA1435                         *CURRENT SURVEY CONTROL
 LA1435  ______________________________________________________________________
 LA1435* NAD 83(1986) POSITION- 40 04 18.     (N) 085 49 47.     (W)   SCALED
 LA1435* NAVD 88 ORTHO HEIGHT -   264.300 (meters)      867.12  (feet) ADJUSTED
 LA1435  ______________________________________________________________________
 LA1435  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 LA1435  DYNAMIC HEIGHT  -        264.157 (meters)      866.66  (feet) COMP
 LA1435  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LA1435
 LA1435  VERT ORDER      -  SECOND    CLASS 0
 LA1435
 LA1435.The horizontal coordinates were scaled from a map and have
 LA1435.an estimated accuracy of +/- 6 seconds.
 LA1435
 LA1435.The orthometric height was determined by differential leveling and
 LA1435.adjusted by the NATIONAL GEODETIC SURVEY
 LA1435.in June 1991.
 LA1435
 LA1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1435.GEOID18 height accuracy estimate available here.
 LA1435
 LA1435.Click photographs - Photos may exist for this station.
 LA1435
 LA1435.The dynamic height is computed by dividing the NAVD 88
 LA1435.geopotential number by the normal gravity value computed on the
 LA1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1435.degrees latitude (g = 980.6199 gals.).
 LA1435
 LA1435.The modeled gravity was interpolated from observed gravity values.
 LA1435
 LA1435;                    North         East    Units  Estimated Accuracy
 LA1435;SPC IN E     -   535,490.       86,090.      MT  (+/- 180 meters Scaled)
 LA1435
 LA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997363(NAD 83)
 LA1435
 LA1435                          SUPERSEDED SURVEY CONTROL
 LA1435
 LA1435  NGVD 29 (??/??/92)  264.430  (m)          867.55   (f) ADJ UNCH    2 0
 LA1435
 LA1435.Superseded values are not recommended for survey control.
 LA1435
 LA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1435.See file dsdata.pdf to determine how the superseded data were derived.
 LA1435
 LA1435_MARKER: DB = BENCH MARK DISK
 LA1435_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1435+WITH SETTING: PAVEMENT
 LA1435_SP_SET: SWITCH CORNER POST
 LA1435_STAMPING: J 42 1934
 LA1435_MARK LOGO: CGS
 LA1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1435+STABILITY: SURFACE MOTION
 LA1435
 LA1435  HISTORY     - Date     Condition        Report By
 LA1435  HISTORY     - 1934     MONUMENTED       CGS
 LA1435  HISTORY     - 1947     GOOD             CGS
 LA1435
 LA1435                          STATION DESCRIPTION
 LA1435
 LA1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1435'1 MI E FROM LAPEL.
 LA1435'1.0 MILE EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE STATION
 LA1435'AT LAPEL, MADISON COUNTY, 0.2 MILE SOUTHEAST OF THE GWINN VIEW
 LA1435'STOCK FARM BUILDINGS, IN THE NORTHEAST ANGLE OF A GRAVEL-ROAD
 LA1435'CROSSING, 27 FEET NORTH OF THE NORTH RAIL, 15 FEET EAST OF THE
 LA1435'CENTERLINE OF THE GRAVEL ROAD, IN THE CENTER OF THE TOP OF A CONCRETE
 LA1435'SECTION-CORNER POST, ABOUT 4 FEET HIGHER THAN THE GROUND, AND 6
 LA1435'INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J 42 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1656 ***********************************************************************
 JZ1656  DESIGNATION -  J 43
 JZ1656  PID         -  JZ1656
 JZ1656  STATE/COUNTY-  IN/RUSH
 JZ1656  COUNTRY     -  US
 JZ1656  USGS QUAD   -  RUSHVILLE (2019)
 JZ1656
 JZ1656                         *CURRENT SURVEY CONTROL
 JZ1656  ______________________________________________________________________
 JZ1656* NAD 83(1986) POSITION- 39 36 41.     (N) 085 27 14.     (W)   SCALED
 JZ1656* NAVD 88 ORTHO HEIGHT -   294.448 (meters)      966.03  (feet) ADJUSTED
 JZ1656  ______________________________________________________________________
 JZ1656  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ1656  DYNAMIC HEIGHT  -        294.272 (meters)      965.46  (feet) COMP
 JZ1656  MODELED GRAVITY -    980,021.6   (mgal)                       NAVD 88
 JZ1656
 JZ1656  VERT ORDER      -  SECOND    CLASS 0
 JZ1656
 JZ1656.The horizontal coordinates were scaled from a map and have
 JZ1656.an estimated accuracy of +/- 6 seconds.
 JZ1656
 JZ1656.The orthometric height was determined by differential leveling and
 JZ1656.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1656.in June 1991.
 JZ1656
 JZ1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1656.GEOID18 height accuracy estimate available here.
 JZ1656
 JZ1656.Click photographs - Photos may exist for this station.
 JZ1656
 JZ1656.The dynamic height is computed by dividing the NAVD 88
 JZ1656.geopotential number by the normal gravity value computed on the
 JZ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1656.degrees latitude (g = 980.6199 gals.).
 JZ1656
 JZ1656.The modeled gravity was interpolated from observed gravity values.
 JZ1656
 JZ1656;                    North         East    Units  Estimated Accuracy
 JZ1656;SPC IN E     -   484,390.      118,270.      MT  (+/- 180 meters Scaled)
 JZ1656
 JZ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ327857(NAD 83)
 JZ1656
 JZ1656                          SUPERSEDED SURVEY CONTROL
 JZ1656
 JZ1656  NGVD 29 (??/??/92)  294.575  (m)          966.45   (f) ADJ UNCH    2 0
 JZ1656
 JZ1656.Superseded values are not recommended for survey control.
 JZ1656
 JZ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1656.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1656
 JZ1656_MARKER: DB = BENCH MARK DISK
 JZ1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1656_SP_SET: SIGNAL TOWER BASE
 JZ1656_STAMPING: J 43 1934
 JZ1656_MARK LOGO: CGS
 JZ1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1656
 JZ1656  HISTORY     - Date     Condition        Report By
 JZ1656  HISTORY     - 1934     MONUMENTED       CGS
 JZ1656  HISTORY     - 1947     GOOD             CGS
 JZ1656  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ1656
 JZ1656                          STATION DESCRIPTION
 JZ1656
 JZ1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1656'AT RUSHVILLE.
 JZ1656'AT RUSHVILLE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE
 JZ1656'NEW YORK, CHICAGO AND ST. LOUIS RAIL ROAD AND THE BALTIMORE
 JZ1656'AND OHIO RAILROAD, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JZ1656'OF THE MAIN TRACK OF THE B AND O RAILROAD, 6.1 FEET EAST OF THE
 JZ1656'EAST RAIL OF THE N.Y.C. AND ST. L RAILROAD, IN THE TOP OF THE
 JZ1656'SOUTH CORNER OF A CONCRETE BASE OF A STOP SIGNAL TOWER, ABOUT
 JZ1656'ONE-HALF FOOT LOWER THAN TRACK LEVEL.
 JZ1656
 JZ1656                          STATION RECOVERY (1959)
 JZ1656
 JZ1656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ1656'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2406 ***********************************************************************
 JZ2406  DESIGNATION -  J 44
 JZ2406  PID         -  JZ2406
 JZ2406  STATE/COUNTY-  IN/MADISON
 JZ2406  COUNTRY     -  US
 JZ2406  USGS QUAD   -  SHIRLEY (2019)
 JZ2406
 JZ2406                         *CURRENT SURVEY CONTROL
 JZ2406  ______________________________________________________________________
 JZ2406* NAD 83(1986) POSITION- 39 58 43.     (N) 085 37 09.     (W)   SCALED
 JZ2406* NAVD 88 ORTHO HEIGHT -   290.006 (meters)      951.46  (feet) ADJUSTED
 JZ2406  ______________________________________________________________________
 JZ2406  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 JZ2406  DYNAMIC HEIGHT  -        289.846 (meters)      950.94  (feet) COMP
 JZ2406  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 JZ2406
 JZ2406  VERT ORDER      -  SECOND    CLASS 0
 JZ2406
 JZ2406.The horizontal coordinates were scaled from a map and have
 JZ2406.an estimated accuracy of +/- 6 seconds.
 JZ2406
 JZ2406.The orthometric height was determined by differential leveling and
 JZ2406.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2406.in June 1991.
 JZ2406
 JZ2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2406.GEOID18 height accuracy estimate available here.
 JZ2406
 JZ2406.Click photographs - Photos may exist for this station.
 JZ2406
 JZ2406.The dynamic height is computed by dividing the NAVD 88
 JZ2406.geopotential number by the normal gravity value computed on the
 JZ2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2406.degrees latitude (g = 980.6199 gals.).
 JZ2406
 JZ2406.The modeled gravity was interpolated from observed gravity values.
 JZ2406
 JZ2406;                    North         East    Units  Estimated Accuracy
 JZ2406;SPC IN E     -   525,140.      104,060.      MT  (+/- 180 meters Scaled)
 JZ2406
 JZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK179262(NAD 83)
 JZ2406
 JZ2406                          SUPERSEDED SURVEY CONTROL
 JZ2406
 JZ2406  NGVD 29 (??/??/92)  290.140  (m)          951.90   (f) ADJ UNCH    2 0
 JZ2406
 JZ2406.Superseded values are not recommended for survey control.
 JZ2406
 JZ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2406.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2406
 JZ2406_MARKER: DB = BENCH MARK DISK
 JZ2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2406_STAMPING: J 44 1934
 JZ2406_MARK LOGO: CGS
 JZ2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2406+STABILITY: SURFACE MOTION
 JZ2406
 JZ2406  HISTORY     - Date     Condition        Report By
 JZ2406  HISTORY     - 1934     MONUMENTED       CGS
 JZ2406  HISTORY     - 1947     GOOD             CGS
 JZ2406
 JZ2406                          STATION DESCRIPTION
 JZ2406
 JZ2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2406'AT MARKLEVILLE.
 JZ2406'AT MARKLEVILLE, MADISON COUNTY, ON THE CLEVELAND, CINCINNATI,
 JZ2406'CHICAGO AND ST. LOUIS RAILWAY, 4.3 FEET SOUTHWEST OF POLE 174/25,
 JZ2406'IN THE NORTHWEST ANGLE OF THE CROSSING OF STATE HIGHWAY 38, 34
 JZ2406'FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 28 FEET WEST OF
 JZ2406'THE WEST RAIL, 2.1 FEET EAST OF A WIRE FENCE, AND ABOUT 1 FOOT
 JZ2406'LOWER THAN THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1499 ***********************************************************************
 JZ1499  DESIGNATION -  J 45
 JZ1499  PID         -  JZ1499
 JZ1499  STATE/COUNTY-  IN/HENRY
 JZ1499  COUNTRY     -  US
 JZ1499  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1499
 JZ1499                         *CURRENT SURVEY CONTROL
 JZ1499  ______________________________________________________________________
 JZ1499* NAD 83(1986) POSITION- 39 56 06.     (N) 085 22 32.     (W)   SCALED
 JZ1499* NAVD 88 ORTHO HEIGHT -   303.530 (meters)      995.83  (feet) ADJUSTED
 JZ1499  ______________________________________________________________________
 JZ1499  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 JZ1499  DYNAMIC HEIGHT  -        303.361 (meters)      995.28  (feet) COMP
 JZ1499  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 JZ1499
 JZ1499  VERT ORDER      -  SECOND    CLASS 0
 JZ1499
 JZ1499.The horizontal coordinates were scaled from a map and have
 JZ1499.an estimated accuracy of +/- 6 seconds.
 JZ1499
 JZ1499.The orthometric height was determined by differential leveling and
 JZ1499.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1499.in June 1991.
 JZ1499
 JZ1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1499.GEOID18 height accuracy estimate available here.
 JZ1499
 JZ1499.Click photographs - Photos may exist for this station.
 JZ1499
 JZ1499.The dynamic height is computed by dividing the NAVD 88
 JZ1499.geopotential number by the normal gravity value computed on the
 JZ1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1499.degrees latitude (g = 980.6199 gals.).
 JZ1499
 JZ1499.The modeled gravity was interpolated from observed gravity values.
 JZ1499
 JZ1499;                    North         East    Units  Estimated Accuracy
 JZ1499;SPC IN E     -   520,340.      124,880.      MT  (+/- 180 meters Scaled)
 JZ1499
 JZ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK387218(NAD 83)
 JZ1499
 JZ1499                          SUPERSEDED SURVEY CONTROL
 JZ1499
 JZ1499  NGVD 29 (??/??/92)  303.661  (m)          996.26   (f) ADJ UNCH    2 0
 JZ1499
 JZ1499.Superseded values are not recommended for survey control.
 JZ1499
 JZ1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1499.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1499
 JZ1499_MARKER: DB = BENCH MARK DISK
 JZ1499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1499_SP_SET: WATER CRANE BASE
 JZ1499_STAMPING: J 45 1934 996.248
 JZ1499_MARK LOGO: CGS
 JZ1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1499+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2021
 JZ1499
 JZ1499  HISTORY     - Date     Condition        Report By
 JZ1499  HISTORY     - 1934     MONUMENTED       CGS
 JZ1499  HISTORY     - 1947     GOOD             CGS
 JZ1499  HISTORY     - 1950     GOOD             CGS
 JZ1499  HISTORY     - 20090623 GOOD             JCLS
 JZ1499  HISTORY     - 20211122 GOOD             INDOT
 JZ1499
 JZ1499                          STATION DESCRIPTION
 JZ1499
 JZ1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1499'AT NEW CASTLE.
 JZ1499'AT NEW CASTLE, 162 FEET SOUTHWEST AND ACROSS NEW YORK AVENUE AND
 JZ1499'THE MAIN TRACK OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ1499'LOUIS RAILWAY FROM THE WEST CORNER OF THE STATION, 3.5 FEET
 JZ1499'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 41 FEET SOUTH
 JZ1499'OF NEW YORK AVENUE, IN THE TOP OF THE SOUTH CORNER OF A 7 BY 8
 JZ1499'FOOT CONCRETE BASE (ABANDONED WATER CRANE), AND ABOUT LEVEL
 JZ1499'WITH THE TRACK.
 JZ1499
 JZ1499                          STATION RECOVERY (1950)
 JZ1499
 JZ1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 JZ1499'RECOVERED IN GOOD CONDITION.
 JZ1499
 JZ1499                          STATION RECOVERY (2009)
 JZ1499
 JZ1499'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 JZ1499'RECOVERED IN GOOD CONDITION.
 JZ1499
 JZ1499                          STATION RECOVERY (2021)
 JZ1499
 JZ1499'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 JZ1499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1257 ***********************************************************************
 JZ1257  DESIGNATION -  J 46
 JZ1257  PID         -  JZ1257
 JZ1257  STATE/COUNTY-  IN/UNION
 JZ1257  COUNTRY     -  US
 JZ1257  USGS QUAD   -  LIBERTY (2019)
 JZ1257
 JZ1257                         *CURRENT SURVEY CONTROL
 JZ1257  ______________________________________________________________________
 JZ1257* NAD 83(1986) POSITION- 39 38 28.     (N) 084 59 19.     (W)   SCALED
 JZ1257* NAVD 88 ORTHO HEIGHT -   248.918 (meters)      816.66  (feet) ADJUSTED
 JZ1257  ______________________________________________________________________
 JZ1257  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 JZ1257  DYNAMIC HEIGHT  -        248.775 (meters)      816.19  (feet) COMP
 JZ1257  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 JZ1257
 JZ1257  VERT ORDER      -  SECOND    CLASS 0
 JZ1257
 JZ1257.The horizontal coordinates were scaled from a map and have
 JZ1257.an estimated accuracy of +/- 6 seconds.
 JZ1257
 JZ1257.The orthometric height was determined by differential leveling and
 JZ1257.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1257.in June 1991.
 JZ1257
 JZ1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1257.GEOID18 height accuracy estimate available here.
 JZ1257
 JZ1257.Click photographs - Photos may exist for this station.
 JZ1257
 JZ1257.The dynamic height is computed by dividing the NAVD 88
 JZ1257.geopotential number by the normal gravity value computed on the
 JZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1257.degrees latitude (g = 980.6199 gals.).
 JZ1257
 JZ1257.The modeled gravity was interpolated from observed gravity values.
 JZ1257
 JZ1257;                    North         East    Units  Estimated Accuracy
 JZ1257;SPC IN E     -   487,890.      158,200.      MT  (+/- 180 meters Scaled)
 JZ1257
 JZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ725898(NAD 83)
 JZ1257
 JZ1257                          SUPERSEDED SURVEY CONTROL
 JZ1257
 JZ1257  NGVD 29 (??/??/92)  249.072  (m)          817.16   (f) ADJ UNCH    2 0
 JZ1257
 JZ1257.Superseded values are not recommended for survey control.
 JZ1257
 JZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1257.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1257
 JZ1257_MARKER: DB = BENCH MARK DISK
 JZ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1257_STAMPING: J 46 1934
 JZ1257_MARK LOGO: CGS
 JZ1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1257+STABILITY: SURFACE MOTION
 JZ1257
 JZ1257  HISTORY     - Date     Condition        Report By
 JZ1257  HISTORY     - 1934     MONUMENTED       CGS
 JZ1257
 JZ1257                          STATION DESCRIPTION
 JZ1257
 JZ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1257'4 MI W FROM LIBERTY.
 JZ1257'4.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1257'STATION AT LIBERTY, UNION COUNTY, 4 RAILS WEST OF MILEPOST S
 JZ1257'262 - C 57, 29.2 FEET SOUTH OF THE SOUTH RAIL, 4.7 FEET WEST OF
 JZ1257'POLE 57/01, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 JZ1257'DISK, STAMPED J 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2419 ***********************************************************************
 JZ2419  DESIGNATION -  J 47
 JZ2419  PID         -  JZ2419
 JZ2419  STATE/COUNTY-  IN/SHELBY
 JZ2419  COUNTRY     -  US
 JZ2419  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2419
 JZ2419                         *CURRENT SURVEY CONTROL
 JZ2419  ______________________________________________________________________
 JZ2419* NAD 83(1986) POSITION- 39 31 40.     (N) 085 43 57.     (W)   SCALED
 JZ2419* NAVD 88 ORTHO HEIGHT -   242.874 (meters)      796.83  (feet) ADJUSTED
 JZ2419  ______________________________________________________________________
 JZ2419  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 JZ2419  DYNAMIC HEIGHT  -        242.730 (meters)      796.36  (feet) COMP
 JZ2419  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ2419
 JZ2419  VERT ORDER      -  SECOND    CLASS 0
 JZ2419
 JZ2419.The horizontal coordinates were scaled from a map and have
 JZ2419.an estimated accuracy of +/- 6 seconds.
 JZ2419
 JZ2419.The orthometric height was determined by differential leveling and
 JZ2419.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2419.in June 1991.
 JZ2419
 JZ2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2419.GEOID18 height accuracy estimate available here.
 JZ2419
 JZ2419.Click photographs - Photos may exist for this station.
 JZ2419
 JZ2419.The dynamic height is computed by dividing the NAVD 88
 JZ2419.geopotential number by the normal gravity value computed on the
 JZ2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2419.degrees latitude (g = 980.6199 gals.).
 JZ2419
 JZ2419.The modeled gravity was interpolated from observed gravity values.
 JZ2419
 JZ2419;                    North         East    Units  Estimated Accuracy
 JZ2419;SPC IN E     -   475,090.       94,340.      MT  (+/- 180 meters Scaled)
 JZ2419
 JZ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ089761(NAD 83)
 JZ2419
 JZ2419                          SUPERSEDED SURVEY CONTROL
 JZ2419
 JZ2419  NGVD 29 (??/??/92)  243.002  (m)          797.25   (f) ADJ UNCH    2 0
 JZ2419
 JZ2419.Superseded values are not recommended for survey control.
 JZ2419
 JZ2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2419.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2419
 JZ2419_MARKER: DB = BENCH MARK DISK
 JZ2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2419_STAMPING: J 47 1934
 JZ2419_MARK LOGO: CGS
 JZ2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2419+STABILITY: SURFACE MOTION
 JZ2419
 JZ2419  HISTORY     - Date     Condition        Report By
 JZ2419  HISTORY     - 1934     MONUMENTED       CGS
 JZ2419  HISTORY     - 1947     GOOD             CGS
 JZ2419
 JZ2419                          STATION DESCRIPTION
 JZ2419
 JZ2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2419'2.1 MI E FROM SHELBYVILLE.
 JZ2419'2.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JZ2419'AT SHELBYVILLE, SHELBY COUNTY, ACROSS THE TRACK FROM MILEPOST
 JZ2419'C 26, 16.9 FEET NORTH OF THE NORTH RAIL, 2.7 FEET SOUTH OF A
 JZ2419'WIRE FENCE, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A
 JZ2419'STANDARD DISK, STAMPED J 47 1934 AND SET IN THE TOP OF A CONCRETE
 JZ2419'POST.  NOTE-- THE DESCRIPTION OF THIS MARK IS IDENTICAL WITH
 JZ2419'THAT FOR H 47 EXCEPT FOR THE DISTANCE FROM TOWN.  A SEARCH
 JZ2419'WAS MADE AT THE MILE POST THAT IS 2.1 MILES EAST OF SHELBYVILLE
 JZ2419'BUT THE MARK WAS NOT RECOVERED.  THIS VICINITY IS GROWN UP
 JZ2419'IN HIGH GRASS AND WEEDS SO THAT THE MARK WOULD BE DIFFICULT TO
 JZ2419'LOCATE WITHOUT A COMPLETE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0610 ***********************************************************************
 JZ0610  DESIGNATION -  J 48
 JZ0610  PID         -  JZ0610
 JZ0610  STATE/COUNTY-  IN/FRANKLIN
 JZ0610  COUNTRY     -  US
 JZ0610  USGS QUAD   -  WHITCOMB (2019)
 JZ0610
 JZ0610                         *CURRENT SURVEY CONTROL
 JZ0610  ______________________________________________________________________
 JZ0610* NAD 83(1986) POSITION- 39 23 55.     (N) 084 59 55.     (W)   SCALED
 JZ0610* NAVD 88 ORTHO HEIGHT -   184.432 (meters)      605.09  (feet) ADJUSTED
 JZ0610  ______________________________________________________________________
 JZ0610  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 JZ0610  DYNAMIC HEIGHT  -        184.321 (meters)      604.73  (feet) COMP
 JZ0610  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 JZ0610
 JZ0610  VERT ORDER      -  SECOND    CLASS 0
 JZ0610
 JZ0610.The horizontal coordinates were scaled from a map and have
 JZ0610.an estimated accuracy of +/- 6 seconds.
 JZ0610
 JZ0610.The orthometric height was determined by differential leveling and
 JZ0610.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0610.in June 1991.
 JZ0610
 JZ0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0610.GEOID18 height accuracy estimate available here.
 JZ0610
 JZ0610.Click photographs - Photos may exist for this station.
 JZ0610
 JZ0610.The dynamic height is computed by dividing the NAVD 88
 JZ0610.geopotential number by the normal gravity value computed on the
 JZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0610.degrees latitude (g = 980.6199 gals.).
 JZ0610
 JZ0610.The modeled gravity was interpolated from observed gravity values.
 JZ0610
 JZ0610;                    North         East    Units  Estimated Accuracy
 JZ0610;SPC IN E     -   460,960.      157,540.      MT  (+/- 180 meters Scaled)
 JZ0610
 JZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ723629(NAD 83)
 JZ0610
 JZ0610                          SUPERSEDED SURVEY CONTROL
 JZ0610
 JZ0610  NGVD 29 (??/??/92)  184.614  (m)          605.69   (f) ADJ UNCH    2 0
 JZ0610
 JZ0610.Superseded values are not recommended for survey control.
 JZ0610
 JZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0610.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0610
 JZ0610_MARKER: DB = BENCH MARK DISK
 JZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0610_STAMPING: J 48 1934
 JZ0610_MARK LOGO: CGS
 JZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0610+STABILITY: SURFACE MOTION
 JZ0610
 JZ0610  HISTORY     - Date     Condition        Report By
 JZ0610  HISTORY     - 1934     MONUMENTED       CGS
 JZ0610
 JZ0610                          STATION DESCRIPTION
 JZ0610
 JZ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0610'2.3 MI S FROM BROOKVILLE.
 JZ0610'2.3 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ0610'BROOKVILLE, FRANKLIN COUNTY, 54 FEET WEST OF THE WEST EDGE OF THE
 JZ0610'CONCRETE HIGHWAY, 20 FEET EAST OF THE EAST RAIL OF THE CLEVELAND,
 JZ0610'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 2.3 FEET EAST OF A
 JZ0610'WIRE FENCE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 JZ0610'DISK, STAMPED J 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0120 ***********************************************************************
 KA0120  DESIGNATION -  J 50
 KA0120  PID         -  KA0120
 KA0120  STATE/COUNTY-  IN/HENDRICKS
 KA0120  COUNTRY     -  US
 KA0120  USGS QUAD   -  BROWNSBURG (2019)
 KA0120
 KA0120                         *CURRENT SURVEY CONTROL
 KA0120  ______________________________________________________________________
 KA0120* NAD 83(1986) POSITION- 39 50 38.     (N) 086 23 32.     (W)   SCALED
 KA0120* NAVD 88 ORTHO HEIGHT -   269.204 (meters)      883.21  (feet) ADJUSTED
 KA0120  ______________________________________________________________________
 KA0120  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 KA0120  DYNAMIC HEIGHT  -        269.056 (meters)      882.73  (feet) COMP
 KA0120  MODELED GRAVITY -    980,071.8   (mgal)                       NAVD 88
 KA0120
 KA0120  VERT ORDER      -  SECOND    CLASS 0
 KA0120
 KA0120.The horizontal coordinates were scaled from a map and have
 KA0120.an estimated accuracy of +/- 6 seconds.
 KA0120
 KA0120.The orthometric height was determined by differential leveling and
 KA0120.adjusted by the NATIONAL GEODETIC SURVEY
 KA0120.in June 1991.
 KA0120
 KA0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0120.GEOID18 height accuracy estimate available here.
 KA0120
 KA0120.Click photographs - Photos may exist for this station.
 KA0120
 KA0120.The dynamic height is computed by dividing the NAVD 88
 KA0120.geopotential number by the normal gravity value computed on the
 KA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0120.degrees latitude (g = 980.6199 gals.).
 KA0120
 KA0120.The modeled gravity was interpolated from observed gravity values.
 KA0120
 KA0120;                    North         East    Units  Estimated Accuracy
 KA0120;SPC IN W     -   510,410.      959,150.      MT  (+/- 180 meters Scaled)
 KA0120
 KA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519106(NAD 83)
 KA0120
 KA0120                          SUPERSEDED SURVEY CONTROL
 KA0120
 KA0120  NGVD 29 (??/??/92)  269.313  (m)          883.57   (f) ADJ UNCH    2 0
 KA0120
 KA0120.Superseded values are not recommended for survey control.
 KA0120
 KA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0120.See file dsdata.pdf to determine how the superseded data were derived.
 KA0120
 KA0120_MARKER: DB = BENCH MARK DISK
 KA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0120_STAMPING: J 50 1934
 KA0120_MARK LOGO: CGS
 KA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0120+STABILITY: SURFACE MOTION
 KA0120
 KA0120  HISTORY     - Date     Condition        Report By
 KA0120  HISTORY     - 1934     MONUMENTED       CGS
 KA0120  HISTORY     - 1946     GOOD             CGS
 KA0120
 KA0120                          STATION DESCRIPTION
 KA0120
 KA0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0120'AT BROWNSBURG.
 KA0120'AT BROWNSBURG, 0.3 MILE SOUTHEAST OF THE PEORIA AND EASTERN
 KA0120'RAILWAY STATION, 4 1/2 RAILS NORTHWEST OF A MACADAM-ROAD CROSSING,
 KA0120'ABOUT 325 FEET NORTHWEST ACROSS THE CROSSING FROM THE WALFORM GRAIN
 KA0120'ELEVATOR, ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF THE PHILLIPS
 KA0120'PETROLIUM CO. STORAGE YARD, 22 FEET NORTHEAST OF THE NORTHEAST RAIL
 KA0120'OF THE TRACK, 8 FEET EAST OF POLE 13/32, 1.5 FEET SOUTHWEST OF A
 KA0120'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0330 ***********************************************************************
 KA0330  DESIGNATION -  J 53
 KA0330  PID         -  KA0330
 KA0330  STATE/COUNTY-  IN/BROWN
 KA0330  COUNTRY     -  US
 KA0330  USGS QUAD   -  NASHVILLE (2019)
 KA0330
 KA0330                         *CURRENT SURVEY CONTROL
 KA0330  ______________________________________________________________________
 KA0330* NAD 83(1986) POSITION- 39 12 26.34   (N) 086 14 47.12   (W)   HD_HELD1
 KA0330* NAVD 88 ORTHO HEIGHT -   191.693 (meters)      628.91  (feet) ADJUSTED
 KA0330  ______________________________________________________________________
 KA0330  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KA0330  DYNAMIC HEIGHT  -        191.577 (meters)      628.53  (feet) COMP
 KA0330  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 KA0330
 KA0330  VERT ORDER      -  SECOND    CLASS 0
 KA0330
 KA0330.The horizontal coordinates were determined by differentially corrected
 KA0330.hand held GPS observations or other comparable positioning techniques
 KA0330.and have an estimated accuracy of +/- 3 meters.
 KA0330
 KA0330.The orthometric height was determined by differential leveling and
 KA0330.adjusted by the NATIONAL GEODETIC SURVEY
 KA0330.in June 1991.
 KA0330
 KA0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0330.GEOID18 height accuracy estimate available here.
 KA0330
 KA0330.Click photographs - Photos may exist for this station.
 KA0330
 KA0330.The dynamic height is computed by dividing the NAVD 88
 KA0330.geopotential number by the normal gravity value computed on the
 KA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0330.degrees latitude (g = 980.6199 gals.).
 KA0330
 KA0330.The modeled gravity was interpolated from observed gravity values.
 KA0330
 KA0330;                    North         East    Units  Estimated Accuracy
 KA0330;SPC IN E     -   439,671.4      49,926.2     MT  (+/- 3 meters HH1 GPS) 
 KA0330
 KA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6506340053(NAD 83)
 KA0330
 KA0330                          SUPERSEDED SURVEY CONTROL
 KA0330
 KA0330  NGVD 29 (??/??/92)  191.813  (m)          629.31   (f) ADJ UNCH    2 0
 KA0330
 KA0330.Superseded values are not recommended for survey control.
 KA0330
 KA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0330.See file dsdata.pdf to determine how the superseded data were derived.
 KA0330
 KA0330_MARKER: DB = BENCH MARK DISK
 KA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0330_STAMPING: J 53 1934
 KA0330_MARK LOGO: CGS
 KA0330_PROJECTION: RECESSED 8 CENTIMETERS
 KA0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0330+STABILITY: SURFACE MOTION
 KA0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0330+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2015
 KA0330
 KA0330  HISTORY     - Date     Condition        Report By
 KA0330  HISTORY     - 1934     MONUMENTED       CGS
 KA0330  HISTORY     - 20060508 GOOD             BFSINC
 KA0330  HISTORY     - 20080110 GOOD             INDNR
 KA0330  HISTORY     - 20151207 GOOD             INDOT
 KA0330
 KA0330                          STATION DESCRIPTION
 KA0330
 KA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0330'AT NASHVILLE.
 KA0330'AT NASHVILLE, BROWN COUNTY, ON STATE HIGHWAY 46, AT THE COUNTY
 KA0330'COURTHOUSE, 22 YARDS SOUTHEAST OF THE SOUTH ENTRANCE, AT THE
 KA0330'SOUTHEAST CORNER OF THE LAWN, AND 1 YARD NORTH OF THE SOUTH LAWN
 KA0330'CURBING.  A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP OF
 KA0330'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KA0330
 KA0330                          STATION RECOVERY (2006)
 KA0330
 KA0330'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 KA0330'RECOVERED IN GOOD CONDITION.
 KA0330
 KA0330                          STATION RECOVERY (2008)
 KA0330
 KA0330'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RDN)
 KA0330'RECOVERED IN GOOD CONDITION.
 KA0330
 KA0330                          STATION RECOVERY (2015)
 KA0330
 KA0330'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 KA0330'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1188 ***********************************************************************
 KA1188  DESIGNATION -  J 54
 KA1188  PID         -  KA1188
 KA1188  STATE/COUNTY-  IN/SULLIVAN
 KA1188  COUNTRY     -  US
 KA1188  USGS QUAD   -  DUGGER (2019)
 KA1188
 KA1188                         *CURRENT SURVEY CONTROL
 KA1188  ______________________________________________________________________
 KA1188* NAD 83(1986) POSITION- 39 05 11.5    (N) 087 16 43.0    (W)   HD_HELD2
 KA1188* NAVD 88 ORTHO HEIGHT -   173.494 (meters)      569.20  (feet) ADJUSTED
 KA1188  ______________________________________________________________________
 KA1188  GEOID HEIGHT    -        -32.395 (meters)                     GEOID18
 KA1188  DYNAMIC HEIGHT  -        173.391 (meters)      568.87  (feet) COMP
 KA1188  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 KA1188
 KA1188  VERT ORDER      -  SECOND    CLASS 0
 KA1188
 KA1188.The horizontal coordinates were established by autonomous hand held GPS
 KA1188.observations and have an estimated accuracy of +/- 10 meters.
 KA1188
 KA1188.The orthometric height was determined by differential leveling and
 KA1188.adjusted by the NATIONAL GEODETIC SURVEY
 KA1188.in June 1991.
 KA1188
 KA1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1188.GEOID18 height accuracy estimate available here.
 KA1188
 KA1188.Click photographs - Photos may exist for this station.
 KA1188
 KA1188.The dynamic height is computed by dividing the NAVD 88
 KA1188.geopotential number by the normal gravity value computed on the
 KA1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1188.degrees latitude (g = 980.6199 gals.).
 KA1188
 KA1188.The modeled gravity was interpolated from observed gravity values.
 KA1188
 KA1188;                    North         East    Units  Estimated Accuracy
 KA1188;SPC IN W     -   426,120.      883,105.      MT  (+/- 10 meters HH2 GPS)
 KA1188
 KA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7590326415(NAD 83)
 KA1188
 KA1188                          SUPERSEDED SURVEY CONTROL
 KA1188
 KA1188  NGVD 29 (??/??/92)  173.627  (m)          569.64   (f) ADJ UNCH    2 0
 KA1188
 KA1188.Superseded values are not recommended for survey control.
 KA1188
 KA1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1188.See file dsdata.pdf to determine how the superseded data were derived.
 KA1188
 KA1188_MARKER: DB = BENCH MARK DISK
 KA1188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1188_STAMPING: J 54 1934
 KA1188_MARK LOGO: CGS
 KA1188_PROJECTION: PROJECTING 30 CENTIMETERS
 KA1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1188+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2013
 KA1188
 KA1188  HISTORY     - Date     Condition        Report By
 KA1188  HISTORY     - 1934     MONUMENTED       CGS
 KA1188  HISTORY     - 20130703 GOOD             INDOT
 KA1188
 KA1188                          STATION DESCRIPTION
 KA1188
 KA1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1188'2 MI W FROM DUGGER.
 KA1188'2.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1188'STATION AT DUGGER, SULLIVAN COUNTY, 17 YARDS NORTH OF THE
 KA1188'ENTRANCE TO THE CASS STATION, 4 RAILS WEST OF THE FIRST CROSSING
 KA1188'EAST OF THE STATION, 1 YARD NORTHEAST OF MILEPOST 103, 9 YARDS
 KA1188'NORTH OF THE CENTERLINE OF THE NORTH MAIN TRACK, AND ABOUT
 KA1188'ONE-HALF FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 54
 KA1188'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KA1188
 KA1188                          STATION RECOVERY (2013)
 KA1188
 KA1188'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 KA1188'UPDATED STATION LOCATION AND   TO REACH NARRATIVE (MONUMENT
 KA1188'DESCRIPTION AND MEASUREMENTS ARE ADEQUATE).
 KA1188'
 KA1188'THE STATION IS LOCATED IN CASS, ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF
 KA1188'JASONVILLE, 6.9 MI (11.1 KM) EAST OF SULLIVAN AND 1.5 MI (2.4 KM)
 KA1188'NORTHWEST OF DUGGER.
 KA1188'
 KA1188'TO REACH FROM THE INTERSECTION OF STATE ROUTE 159 AND STATE ROUTE 54
 KA1188'TRAVEL 0.4 MI (0.6 KM) NORTH ON STATE ROUTE 159 TO EAST MONROE STREET.
 KA1188'TURN LEFT (WEST) ON MONROE STREET AND TRAVEL 1 MI (1.6 KM) TO COUNTY
 KA1188'ROAD 700 EAST.  TURN RIGHT (NORTH) ON COUNTY ROAD 700 EAST AND TRAVEL
 KA1188'0.8 MI (1.3 KM) TO THE NORTH SIDE OF THE ILLINOIS CENTRAL RAILROAD.
 KA1188'THE MONUMENT IS ON THE LEFT (WEST) SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1027 ***********************************************************************
 DQ1027  DESIGNATION -  J 54 RESET
 DQ1027  PID         -  DQ1027
 DQ1027  STATE/COUNTY-  IN/SULLIVAN
 DQ1027  COUNTRY     -  US
 DQ1027  USGS QUAD   -  DUGGER (2019)
 DQ1027
 DQ1027                         *CURRENT SURVEY CONTROL
 DQ1027  ______________________________________________________________________
 DQ1027* NAD 83(2011) POSITION- 39 05 16.53802(N) 087 16 38.79902(W)   ADJUSTED
 DQ1027* NAD 83(2011) ELLIP HT-   144.078 (meters)        (05/29/16)   ADJUSTED
 DQ1027* NAD 83(2011) EPOCH   -  2010.00
 DQ1027* NAVD 88 ORTHO HEIGHT -   176.22  (meters)      578.1   (feet) RESET
 DQ1027  ______________________________________________________________________
 DQ1027  GEOID HEIGHT    -        -32.397 (meters)                     GEOID18
 DQ1027  NAD 83(2011) X  -    235,469.722 (meters)                     COMP
 DQ1027  NAD 83(2011) Y  - -4,951,694.803 (meters)                     COMP
 DQ1027  NAD 83(2011) Z  -  3,999,989.148 (meters)                     COMP
 DQ1027  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DQ1027  VERT ORDER      -  THIRD
 DQ1027
 DQ1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1027  Standards:
 DQ1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1027  -------------------------------------------------------------------
 DQ1027  NETWORK    0.63   1.20           0.28   0.23   0.61      0.04921718
 DQ1027  -------------------------------------------------------------------
 DQ1027  Click here for local accuracies and other accuracy information.
 DQ1027
 DQ1027.The horizontal coordinates were established by GPS observations
 DQ1027.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1027
 DQ1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1027.been affixed to the stable North American tectonic plate. See 
 DQ1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1027
 DQ1027.The horizontal coordinates are valid at the epoch date displayed above
 DQ1027.which is a decimal equivalence of Year/Month/Day.
 DQ1027
 DQ1027.The orthometric height was computed from unverified reset data.
 DQ1027
 DQ1027.No vertical observational check was made to the station.
 DQ1027
 DQ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1027.GEOID18 height accuracy estimate available here.
 DQ1027
 DQ1027.Click photographs - Photos may exist for this station.
 DQ1027
 DQ1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1027
 DQ1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1027
 DQ1027.The ellipsoidal height was determined by GPS observations
 DQ1027.and is referenced to NAD 83.
 DQ1027
 DQ1027. The following values were computed from the NAD 83(2011) position.
 DQ1027
 DQ1027;                    North         East     Units Scale Factor Converg.
 DQ1027;SPC IN W     -   426,275.261   883,206.261   MT  0.99997014   -0 07 20.6
 DQ1027;SPC IN W     - 1,398,538.09  2,897,652.54   sFT  0.99997014   -0 07 20.6
 DQ1027;UTM  16      - 4,326,570.665   476,005.366   MT  0.99960709   -0 10 29.8
 DQ1027
 DQ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1027!SPC IN W     -   0.99997740  x   0.99997014  =   0.99994754
 DQ1027!UTM  16      -   0.99997740  x   0.99960709  =   0.99958449
 DQ1027
 DQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7600526570(NAD 83)
 DQ1027
 DQ1027                          SUPERSEDED SURVEY CONTROL
 DQ1027
 DQ1027  NAVD 88 (05/29/16)  176.47   (m)  GEOID12B model used  GPS OBS        
 DQ1027
 DQ1027.Superseded values are not recommended for survey control.
 DQ1027
 DQ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1027.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1027
 DQ1027_MARKER: F = FLANGE-ENCASED ROD
 DQ1027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1027_STAMPING: J 54 RESET 2014
 DQ1027_MARK LOGO: NONE
 DQ1027_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1027_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1027+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2015
 DQ1027_ROD/PIPE-DEPTH: 7.6 meters
 DQ1027_SLEEVE-DEPTH  : 0.9 meters
 DQ1027
 DQ1027  HISTORY     - Date     Condition        Report By
 DQ1027  HISTORY     - 20141006 MONUMENTED       BFSINC
 DQ1027  HISTORY     - 20150219 GOOD             INDOT
 DQ1027
 DQ1027                          STATION DESCRIPTION
 DQ1027
 DQ1027'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1027'THE STATION IS LOCATED IN THE TOWN OF CASS, 1.5 MI (2.4 KM) NORTHWEST
 DQ1027'OF DUGGER, 4.3 MI (6.9 KM) WEST OF VICKSBURG.
 DQ1027'
 DQ1027'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 54 AND STATE
 DQ1027'ROUTE 159 IN DUGGER, TRAVEL NORTH ALONG STATE ROUTE 159 0.4 MI (0.6
 DQ1027'KM) TO EAST MONROE STREET (AKA COUNTY ROAD 50 SOUTH).  TURN LEFT
 DQ1027'(WEST) AND TRAVEL 1.0 MI (1.6 KM) TO COUNTY ROAD 700 EAST.  TURN RIGHT
 DQ1027'(NORTH) AND TRAVEL 0.9 MI (1.4 KM) TO MAIN STREET IN THE TOWN OF CASS.
 DQ1027'TURN RIGHT (EAST) AND TRAVEL 250 FT (76.2 M) TO THE INTERSECTION OF
 DQ1027'MAIN STREET AND A GRAVEL DRIVE.  THE MONUMENT IS LOCATED SOUTH OF MAIN
 DQ1027'STREET AND EAST OF THE GRAVEL DRIVE.
 DQ1027'
 DQ1027'THE STATION IS FLUSH WITH THE GROUND AND LIES APPROXIMATELY 37 FT
 DQ1027'(11.3 M) SOUTH OF THE CENTERLINE OF MAIN STREET, APPROXIMATELY 4 FT
 DQ1027'(1.2 M) EAST OF THE EAST EDGE OF THE GRAVEL DRIVE, 56.0 FT (17.1 M)
 DQ1027'SOUTH FROM A POWER POLE LOCATED NORTH OF THE INTERSECTION OF MAIN
 DQ1027'STREET AND THE GRAVEL DRIVE, 30.0 FT (9.1 M) SOUTHEAST FROM A POWER
 DQ1027'POLE LOCATED SOUTHWEST OF SAID INTERSECTION, 87.5 FT (26.7 M)
 DQ1027'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A GARAGE LOCATED
 DQ1027'SOUTHEAST OF SAID INTERSECTION, 95.0 FT (29.0 M) NORTHWEST FROM THE
 DQ1027'NORTHWEST CORNER OF A 1-STORY FRAME HOUSE LOCATED SOUTHEAST OF SAID
 DQ1027'INTERSECTION.
 DQ1027'
 DQ1027'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1027'CAP.  2) J 54 IS NOT SCHEDULED TO BE REMOVED.  J 54 RESET WAS
 DQ1027'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ1027'INTERFERENCE.
 DQ1027
 DQ1027                          STATION RECOVERY (2015)
 DQ1027
 DQ1027'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (JH)
 DQ1027'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0389 ***********************************************************************
 JA0389  DESIGNATION -  J 55
 JA0389  PID         -  JA0389
 JA0389  STATE/COUNTY-  IN/CRAWFORD
 JA0389  COUNTRY     -  US
 JA0389  USGS QUAD   -  ENGLISH (2019)
 JA0389
 JA0389                         *CURRENT SURVEY CONTROL
 JA0389  ______________________________________________________________________
 JA0389* NAD 83(1986) POSITION- 38 20 23.     (N) 086 28 00.     (W)   SCALED
 JA0389* NAVD 88 ORTHO HEIGHT -   154.678 (meters)      507.47  (feet) ADJUSTED
 JA0389  ______________________________________________________________________
 JA0389  GEOID HEIGHT    -        -33.254 (meters)                     GEOID18
 JA0389  DYNAMIC HEIGHT  -        154.570 (meters)      507.12  (feet) COMP
 JA0389  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 JA0389
 JA0389  VERT ORDER      -  FIRST     CLASS II
 JA0389
 JA0389.The horizontal coordinates were scaled from a map and have
 JA0389.an estimated accuracy of +/- 6 seconds.
 JA0389
 JA0389.The orthometric height was determined by differential leveling and
 JA0389.adjusted by the NATIONAL GEODETIC SURVEY
 JA0389.in June 1991.
 JA0389
 JA0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0389.GEOID18 height accuracy estimate available here.
 JA0389
 JA0389.Click photographs - Photos may exist for this station.
 JA0389
 JA0389.The dynamic height is computed by dividing the NAVD 88
 JA0389.geopotential number by the normal gravity value computed on the
 JA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0389.degrees latitude (g = 980.6199 gals.).
 JA0389
 JA0389.The modeled gravity was interpolated from observed gravity values.
 JA0389
 JA0389;                    North         East    Units  Estimated Accuracy
 JA0389;SPC IN W     -   343,380.      953,910.      MT  (+/- 180 meters Scaled)
 JA0389
 JA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466436(NAD 83)
 JA0389
 JA0389                          SUPERSEDED SURVEY CONTROL
 JA0389
 JA0389  NGVD 29 (??/??/92)  154.789  (m)          507.84   (f) ADJ UNCH    1 2
 JA0389
 JA0389.Superseded values are not recommended for survey control.
 JA0389
 JA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0389.See file dsdata.pdf to determine how the superseded data were derived.
 JA0389
 JA0389_MARKER: DB = BENCH MARK DISK
 JA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0389_STAMPING: J 55 1934
 JA0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0389+STABILITY: SURFACE MOTION
 JA0389
 JA0389  HISTORY     - Date     Condition        Report By
 JA0389  HISTORY     - 1934     MONUMENTED       CGS
 JA0389  HISTORY     - 1965     GOOD             CGS
 JA0389
 JA0389                          STATION DESCRIPTION
 JA0389
 JA0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0389'0.4 MI N FROM ENGLISH.
 JA0389'0.4 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0389'ENGLISH, IN SECTION 13, T 2 S, R 1 W, 93 FEET NORTHWEST OF THE
 JA0389'NORTHWEST CORNER OF THE H.V. EASTRIDGE GARAGE, 21 FEET EAST OF
 JA0389'THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER
 JA0389'LINE OF A DRIVEWAY, 17 FEET NORTH OF A HEADWALL OF A SMALL
 JA0389'DRAINAGE CULVERT, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 JA0389'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0580 ***********************************************************************
 JA0580  DESIGNATION -  J 57
 JA0580  PID         -  JA0580
 JA0580  STATE/COUNTY-  IN/DUBOIS
 JA0580  COUNTRY     -  US
 JA0580  USGS QUAD   -  HUNTINGBURG (2019)
 JA0580
 JA0580                         *CURRENT SURVEY CONTROL
 JA0580  ______________________________________________________________________
 JA0580* NAD 83(1986) POSITION- 38 17 55.86   (N) 086 56 59.98   (W)   HD_HELD1
 JA0580* NAVD 88 ORTHO HEIGHT -   144.712 (meters)      474.78  (feet) ADJUSTED
 JA0580  ______________________________________________________________________
 JA0580  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 JA0580  DYNAMIC HEIGHT  -        144.615 (meters)      474.46  (feet) COMP
 JA0580  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 JA0580
 JA0580  VERT ORDER      -  SECOND    CLASS 0
 JA0580
 JA0580.The horizontal coordinates were determined by differentially corrected
 JA0580.hand held GPS observations or other comparable positioning techniques
 JA0580.and have an estimated accuracy of +/- 3 meters.
 JA0580
 JA0580.The orthometric height was determined by differential leveling and
 JA0580.adjusted by the NATIONAL GEODETIC SURVEY
 JA0580.in June 1991.
 JA0580
 JA0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0580.GEOID18 height accuracy estimate available here.
 JA0580
 JA0580.Click photographs - Photos may exist for this station.
 JA0580
 JA0580.The dynamic height is computed by dividing the NAVD 88
 JA0580.geopotential number by the normal gravity value computed on the
 JA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0580.degrees latitude (g = 980.6199 gals.).
 JA0580
 JA0580.The modeled gravity was interpolated from observed gravity values.
 JA0580
 JA0580;                    North         East    Units  Estimated Accuracy
 JA0580;SPC IN W     -   338,673.5     911,663.4     MT  (+/- 3 meters HH1 GPS) 
 JA0580
 JA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0437238975(NAD 83)
 JA0580
 JA0580                          SUPERSEDED SURVEY CONTROL
 JA0580
 JA0580  NGVD 29 (??/??/92)  144.82   (m)          475.1    (f) COMPUTED    2 0
 JA0580
 JA0580.Superseded values are not recommended for survey control.
 JA0580
 JA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0580.See file dsdata.pdf to determine how the superseded data were derived.
 JA0580
 JA0580_MARKER: DB = BENCH MARK DISK
 JA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0580_STAMPING: J 57 1934
 JA0580_MARK LOGO: CGS
 JA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0580+STABILITY: SURFACE MOTION
 JA0580
 JA0580  HISTORY     - Date     Condition        Report By
 JA0580  HISTORY     - 1934     MONUMENTED       CGS
 JA0580  HISTORY     - 1935     GOOD             CGS
 JA0580  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0580
 JA0580                          STATION DESCRIPTION
 JA0580
 JA0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0580'AT HUNTINGBURG.
 JA0580'AT HUNTINGBURG, DUBOIS COUNTY, ON THE SOUTHERN RAILWAY, 92 YARDS
 JA0580'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 17 YARDS
 JA0580'SOUTHWEST OF THE INTERSECTION OF SIXTH AND WASHINGTON STREETS,
 JA0580'35 YARDS SOUTHWEST OF THE ENTRANCE TO THE E.W. HILLMEYER STORE,
 JA0580'26 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A POLE, AND
 JA0580'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J 57
 JA0580'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JA0580
 JA0580                          STATION RECOVERY (1965)
 JA0580
 JA0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0580'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0595 ***********************************************************************
 JA0595  DESIGNATION -  J 58
 JA0595  PID         -  JA0595
 JA0595  STATE/COUNTY-  IN/DUBOIS
 JA0595  COUNTRY     -  US
 JA0595  USGS QUAD   -  DALE (2019)
 JA0595
 JA0595                         *CURRENT SURVEY CONTROL
 JA0595  ______________________________________________________________________
 JA0595* NAD 83(1986) POSITION- 38 14 31.65   (N) 086 56 32.99   (W)   HD_HELD1
 JA0595* NAVD 88 ORTHO HEIGHT -   142.368 (meters)      467.09  (feet) ADJUSTED
 JA0595  ______________________________________________________________________
 JA0595  GEOID HEIGHT    -        -32.195 (meters)                     GEOID18
 JA0595  DYNAMIC HEIGHT  -        142.272 (meters)      466.77  (feet) COMP
 JA0595  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 JA0595
 JA0595  VERT ORDER      -  FIRST     CLASS II
 JA0595
 JA0595.The horizontal coordinates were determined by differentially corrected
 JA0595.hand held GPS observations or other comparable positioning techniques
 JA0595.and have an estimated accuracy of +/- 3 meters.
 JA0595
 JA0595.The orthometric height was determined by differential leveling and
 JA0595.adjusted by the NATIONAL GEODETIC SURVEY
 JA0595.in June 1991.
 JA0595
 JA0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0595.GEOID18 height accuracy estimate available here.
 JA0595
 JA0595.Click photographs - Photos may exist for this station.
 JA0595
 JA0595.The dynamic height is computed by dividing the NAVD 88
 JA0595.geopotential number by the normal gravity value computed on the
 JA0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0595.degrees latitude (g = 980.6199 gals.).
 JA0595
 JA0595.The modeled gravity was interpolated from observed gravity values.
 JA0595
 JA0595;                    North         East    Units  Estimated Accuracy
 JA0595;SPC IN W     -   332,378.1     912,328.8     MT  (+/- 3 meters HH1 GPS) 
 JA0595
 JA0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0503132681(NAD 83)
 JA0595
 JA0595                          SUPERSEDED SURVEY CONTROL
 JA0595
 JA0595  NGVD 29 (??/??/92)  142.471  (m)          467.42   (f) ADJ UNCH    1 2
 JA0595
 JA0595.Superseded values are not recommended for survey control.
 JA0595
 JA0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0595.See file dsdata.pdf to determine how the superseded data were derived.
 JA0595
 JA0595_MARKER: DB = BENCH MARK DISK
 JA0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0595_STAMPING: J 58 1934
 JA0595_MARK LOGO: CGS
 JA0595_PROJECTION: FLUSH
 JA0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0595+STABILITY: SURFACE MOTION
 JA0595
 JA0595  HISTORY     - Date     Condition        Report By
 JA0595  HISTORY     - 1934     MONUMENTED       CGS
 JA0595  HISTORY     - 1965     GOOD             CGS
 JA0595
 JA0595                          STATION DESCRIPTION
 JA0595
 JA0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0595'4.4 MI S FROM HUNTINGBURG.
 JA0595'ABOUT 4.35 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY
 JA0595'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0595'32 T 3 S, R 5 W, 56 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 JA0595'OF A GRAVELED ROAD, 22.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 17
 JA0595'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 9 FEET SOUTHWEST
 JA0595'OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 JA0595'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND RAILS, SET IN THE
 JA0595'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1058 ***********************************************************************
 JA1058  DESIGNATION -  J 59
 JA1058  PID         -  JA1058
 JA1058  STATE/COUNTY-  IN/GIBSON
 JA1058  COUNTRY     -  US
 JA1058  USGS QUAD   -  FRANCISCO (2019)
 JA1058
 JA1058                         *CURRENT SURVEY CONTROL
 JA1058  ______________________________________________________________________
 JA1058* NAD 83(1986) POSITION- 38 15 12.     (N) 087 23 30.     (W)   SCALED
 JA1058* NAVD 88 ORTHO HEIGHT -   133.689 (meters)      438.61  (feet) ADJUSTED
 JA1058  ______________________________________________________________________
 JA1058  GEOID HEIGHT    -        -31.587 (meters)                     GEOID18
 JA1058  DYNAMIC HEIGHT  -        133.599 (meters)      438.32  (feet) COMP
 JA1058  MODELED GRAVITY -    979,958.6   (mgal)                       NAVD 88
 JA1058
 JA1058  VERT ORDER      -  FIRST     CLASS II
 JA1058
 JA1058.The horizontal coordinates were scaled from a map and have
 JA1058.an estimated accuracy of +/- 6 seconds.
 JA1058
 JA1058.The orthometric height was determined by differential leveling and
 JA1058.adjusted by the NATIONAL GEODETIC SURVEY
 JA1058.in June 1991.
 JA1058
 JA1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1058.GEOID18 height accuracy estimate available here.
 JA1058
 JA1058.Click photographs - Photos may exist for this station.
 JA1058
 JA1058.The dynamic height is computed by dividing the NAVD 88
 JA1058.geopotential number by the normal gravity value computed on the
 JA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1058.degrees latitude (g = 980.6199 gals.).
 JA1058
 JA1058.The modeled gravity was interpolated from observed gravity values.
 JA1058
 JA1058;                    North         East    Units  Estimated Accuracy
 JA1058;SPC IN W     -   333,660.      873,010.      MT  (+/- 180 meters Scaled)
 JA1058
 JA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH657339(NAD 83)
 JA1058
 JA1058                          SUPERSEDED SURVEY CONTROL
 JA1058
 JA1058  NGVD 29 (??/??/92)  133.806  (m)          439.00   (f) ADJ UNCH    1 2
 JA1058
 JA1058.Superseded values are not recommended for survey control.
 JA1058
 JA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1058.See file dsdata.pdf to determine how the superseded data were derived.
 JA1058
 JA1058_MARKER: DB = BENCH MARK DISK
 JA1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1058_STAMPING: J 59 1934
 JA1058_MARK LOGO: CGS
 JA1058_PROJECTION: RECESSED 30 CENTIMETERS
 JA1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1058+STABILITY: SURFACE MOTION
 JA1058
 JA1058  HISTORY     - Date     Condition        Report By
 JA1058  HISTORY     - 1934     MONUMENTED       CGS
 JA1058  HISTORY     - 1965     GOOD             CGS
 JA1058  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1058
 JA1058                          STATION DESCRIPTION
 JA1058
 JA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1058'1.8 MI SW FROM SOMERVILLE.
 JA1058'ABOUT 1 BLOCK NORTHWEST ALONG COUNTY ROAD 540 S FROM THE POST
 JA1058'OFFICE AT SOMERVILLE, THENCE 1.85 MILES SOUTHWEST ALONG THE NEW
 JA1058'YORK CENTRAL RAILROAD, OR ABOUT 2.4 MILES NORTHEAST ALONG THE NEW
 JA1058'YORK CENTRAL RAILROAD FROM THE STATION AT BUCKSKIN, AT THE
 JA1058'NORTHEAST EDGE OF THE SMALL COMMUNITY OF MACKEY, 141 FEET
 JA1058'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 73 FEET WEST
 JA1058'OF THE NORTHWEST CORNER OF A HOUSE, 190 FEET SOUTH OF A SWITCH
 JA1058'AT THE NORTHEAST END OF A SIDE TRACK, 58 FEET NORTH OF A
 JA1058'TELEPHONE POLE, 32 FEET WEST OF THE CENTER LINE OF A PAVED
 JA1058'STREET, 22 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK 9.2
 JA1058'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 2.0 FEET SOUTHWEST
 JA1058'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA1058'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES
 JA1058'BELOW THE SURFACE OF THE GROUND.
 JA1058
 JA1058                          STATION RECOVERY (1985)
 JA1058
 JA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1683 ***********************************************************************
 HZ1683  DESIGNATION -  J 60
 HZ1683  PID         -  HZ1683
 HZ1683  STATE/COUNTY-  IN/SCOTT
 HZ1683  COUNTRY     -  US
 HZ1683  USGS QUAD   -  SCOTTSBURG (2019)
 HZ1683
 HZ1683                         *CURRENT SURVEY CONTROL
 HZ1683  ______________________________________________________________________
 HZ1683* NAD 83(1986) POSITION- 38 44 19.77   (N) 085 48 12.44   (W)   HD_HELD1
 HZ1683* NAVD 88 ORTHO HEIGHT -   166.965 (meters)      547.78  (feet) ADJUSTED
 HZ1683  ______________________________________________________________________
 HZ1683  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 HZ1683  DYNAMIC HEIGHT  -        166.856 (meters)      547.43  (feet) COMP
 HZ1683  MODELED GRAVITY -    979,976.8   (mgal)                       NAVD 88
 HZ1683
 HZ1683  VERT ORDER      -  SECOND    CLASS 0
 HZ1683
 HZ1683.The horizontal coordinates were determined by differentially corrected
 HZ1683.hand held GPS observations or other comparable positioning techniques
 HZ1683.and have an estimated accuracy of +/- 3 meters.
 HZ1683
 HZ1683.The orthometric height was determined by differential leveling and
 HZ1683.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1683.in June 1991.
 HZ1683
 HZ1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1683.GEOID18 height accuracy estimate available here.
 HZ1683
 HZ1683.Click photographs - Photos may exist for this station.
 HZ1683
 HZ1683.The dynamic height is computed by dividing the NAVD 88
 HZ1683.geopotential number by the normal gravity value computed on the
 HZ1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1683.degrees latitude (g = 980.6199 gals.).
 HZ1683
 HZ1683.The modeled gravity was interpolated from observed gravity values.
 HZ1683
 HZ1683;                    North         East    Units  Estimated Accuracy
 HZ1683;SPC IN E     -   387,512.3      88,107.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1683
 HZ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0399288473(NAD 83)
 HZ1683
 HZ1683                          SUPERSEDED SURVEY CONTROL
 HZ1683
 HZ1683  NGVD 29 (??/??/92)  167.091  (m)          548.20   (f) ADJ UNCH    2 0
 HZ1683
 HZ1683.Superseded values are not recommended for survey control.
 HZ1683
 HZ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1683.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1683
 HZ1683_MARKER: DB = BENCH MARK DISK
 HZ1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1683_STAMPING: J 60 1934
 HZ1683_MARK LOGO: CGS
 HZ1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1683+STABILITY: SURFACE MOTION
 HZ1683
 HZ1683  HISTORY     - Date     Condition        Report By
 HZ1683  HISTORY     - 1934     MONUMENTED       CGS
 HZ1683  HISTORY     - 1940     GOOD             CGS
 HZ1683
 HZ1683                          STATION DESCRIPTION
 HZ1683
 HZ1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HZ1683'AT AUSTIN.
 HZ1683'AT AUSTIN, SCOTT COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.5 MILE
 HZ1683'SOUTH OF THE STATION, 150 FEET FROM THE OLD STATION, 4-1/2 RAILS
 HZ1683'SOUTH OF MILEPOST 75, AT THE TOP OF A BANK, AT A STREET
 HZ1683'CROSSING, 29.5 FEET NORTH OF THE CENTERLINE OF THE STREET, 24.7
 HZ1683'FEET EAST OF THE EAST RAIL, AND ABOUT ONE FOOT HIGHER THAN THE
 HZ1683'TRACK.  A STANDARD DISK, STAMPED J 60 1934 AND SET IN THE TOP
 HZ1683'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0038 ***********************************************************************
 KA0038  DESIGNATION -  J 61
 KA0038  PID         -  KA0038
 KA0038  STATE/COUNTY-  IN/HENDRICKS
 KA0038  COUNTRY     -  US
 KA0038  USGS QUAD   -  PLAINFIELD (2019)
 KA0038
 KA0038                         *CURRENT SURVEY CONTROL
 KA0038  ______________________________________________________________________
 KA0038* NAD 83(1986) POSITION- 39 42 13.     (N) 086 23 55.     (W)   SCALED
 KA0038* NAVD 88 ORTHO HEIGHT -   225.123 (meters)      738.59  (feet) ADJUSTED
 KA0038  ______________________________________________________________________
 KA0038  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 KA0038  DYNAMIC HEIGHT  -        225.002 (meters)      738.19  (feet) COMP
 KA0038  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 KA0038
 KA0038  VERT ORDER      -  SECOND    CLASS 0
 KA0038
 KA0038.The horizontal coordinates were scaled from a map and have
 KA0038.an estimated accuracy of +/- 6 seconds.
 KA0038
 KA0038.The orthometric height was determined by differential leveling and
 KA0038.adjusted by the NATIONAL GEODETIC SURVEY
 KA0038.in June 1991.
 KA0038
 KA0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0038.GEOID18 height accuracy estimate available here.
 KA0038
 KA0038.Click photographs - Photos may exist for this station.
 KA0038
 KA0038.The dynamic height is computed by dividing the NAVD 88
 KA0038.geopotential number by the normal gravity value computed on the
 KA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0038.degrees latitude (g = 980.6199 gals.).
 KA0038
 KA0038.The modeled gravity was interpolated from observed gravity values.
 KA0038
 KA0038;                    North         East    Units  Estimated Accuracy
 KA0038;SPC IN W     -   494,830.      958,720.      MT  (+/- 180 meters Scaled)
 KA0038
 KA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ515950(NAD 83)
 KA0038
 KA0038                          SUPERSEDED SURVEY CONTROL
 KA0038
 KA0038  NGVD 29 (??/??/92)  225.238  (m)          738.97   (f) ADJ UNCH    2 0
 KA0038
 KA0038.Superseded values are not recommended for survey control.
 KA0038
 KA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0038.See file dsdata.pdf to determine how the superseded data were derived.
 KA0038
 KA0038_MARKER: DB = BENCH MARK DISK
 KA0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0038_SP_SET: BUILDING
 KA0038_STAMPING: J 61 1946
 KA0038_MARK LOGO: CGS
 KA0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0038
 KA0038  HISTORY     - Date     Condition        Report By
 KA0038  HISTORY     - 1946     MONUMENTED       CGS
 KA0038
 KA0038                          STATION DESCRIPTION
 KA0038
 KA0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0038'AT PLAINFIELD.
 KA0038'AT PLAINFIELD, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 KA0038'CORNER OF THE GUILFORD HIGH SCHOOL BUILDING, 6.7 FEET EAST OF THE
 KA0038'NORTHWEST CORNER OF THE BUILDING AND ABOUT 4.9 FEET ABOVE THE
 KA0038'GROUND.  A STANDARD DISK, STAMPED J 61 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0623 ***********************************************************************
 KA0623  DESIGNATION -  J 62
 KA0623  PID         -  KA0623
 KA0623  STATE/COUNTY-  IN/PUTNAM
 KA0623  COUNTRY     -  US
 KA0623  USGS QUAD   -  EMINENCE (2019)
 KA0623
 KA0623                         *CURRENT SURVEY CONTROL
 KA0623  ______________________________________________________________________
 KA0623* NAD 83(1986) POSITION- 39 36 30.9    (N) 086 44 05.8    (W)   HD_HELD2
 KA0623* NAVD 88 ORTHO HEIGHT -   249.508 (meters)      818.59  (feet) ADJUSTED
 KA0623  ______________________________________________________________________
 KA0623  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 KA0623  DYNAMIC HEIGHT  -        249.366 (meters)      818.13  (feet) COMP
 KA0623  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 KA0623
 KA0623  VERT ORDER      -  FIRST     CLASS II
 KA0623
 KA0623.The horizontal coordinates were established by autonomous hand held GPS
 KA0623.observations and have an estimated accuracy of +/- 10 meters.
 KA0623
 KA0623.The orthometric height was determined by differential leveling and
 KA0623.adjusted by the NATIONAL GEODETIC SURVEY
 KA0623.in June 1991.
 KA0623
 KA0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0623.GEOID18 height accuracy estimate available here.
 KA0623
 KA0623.Click photographs - Photos may exist for this station.
 KA0623
 KA0623.The dynamic height is computed by dividing the NAVD 88
 KA0623.geopotential number by the normal gravity value computed on the
 KA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0623.degrees latitude (g = 980.6199 gals.).
 KA0623
 KA0623.The modeled gravity was interpolated from observed gravity values.
 KA0623
 KA0623;                    North         East    Units  Estimated Accuracy
 KA0623;SPC IN W     -   484,118.      929,918.      MT  (+/- 10 meters HH2 GPS)
 KA0623
 KA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2275384348(NAD 83)
 KA0623
 KA0623                          SUPERSEDED SURVEY CONTROL
 KA0623
 KA0623  NGVD 29 (??/??/92)  249.616  (m)          818.95   (f) ADJ UNCH    1 2
 KA0623
 KA0623.Superseded values are not recommended for survey control.
 KA0623
 KA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0623.See file dsdata.pdf to determine how the superseded data were derived.
 KA0623
 KA0623_MARKER: DB = BENCH MARK DISK
 KA0623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0623_SP_SET: WINGWALL
 KA0623_STAMPING: J 62 1946
 KA0623_MARK LOGO: CGS
 KA0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0623+STABILITY: SURFACE MOTION
 KA0623
 KA0623  HISTORY     - Date     Condition        Report By
 KA0623  HISTORY     - 1946     MONUMENTED       CGS
 KA0623  HISTORY     - 1985     GOOD             NGS
 KA0623  HISTORY     - 20110714 GOOD             GEOCAC
 KA0623
 KA0623                          STATION DESCRIPTION
 KA0623
 KA0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0623'1.2 MI E FROM MOUNT MERIDIAN.
 KA0623'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0623'STORE AND SERVICE STATION AT MOUNT MERIDIAN, ABOUT 0.85 MILE WEST
 KA0623'OF A BLACK TOP ROAD CROSSING, SET IN THE TOP OF THE NORTH END
 KA0623'OF THE SOUTHWEST WING WALL OF A 15 FOOT CONCRETE CULVERT, 37
 KA0623'FEET SOUTH OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE EAST
 KA0623'BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J
 KA0623'62 1946.
 KA0623
 KA0623                          STATION RECOVERY (1985)
 KA0623
 KA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0623'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.6 KM (14.05
 KA0623'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0623'HIGHWAY 39 IN BELLEVILLE.
 KA0623
 KA0623                          STATION RECOVERY (2011)
 KA0623
 KA0623'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0701 ***********************************************************************
 KA0701  DESIGNATION -  J 63
 KA0701  PID         -  KA0701
 KA0701  STATE/COUNTY-  IN/MORGAN
 KA0701  COUNTRY     -  US
 KA0701  USGS QUAD   -  EMINENCE (2019)
 KA0701
 KA0701                         *CURRENT SURVEY CONTROL
 KA0701  ______________________________________________________________________
 KA0701* NAD 83(1986) POSITION- 39 30 22.24   (N) 086 38 30.45   (W)   HD_HELD1
 KA0701* NAVD 88 ORTHO HEIGHT -   235.362 (meters)      772.18  (feet) ADJUSTED
 KA0701  ______________________________________________________________________
 KA0701  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0701  DYNAMIC HEIGHT  -        235.229 (meters)      771.75  (feet) COMP
 KA0701  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0701
 KA0701  VERT ORDER      -  SECOND    CLASS 0
 KA0701
 KA0701.The horizontal coordinates were determined by differentially corrected
 KA0701.hand held GPS observations or other comparable positioning techniques
 KA0701.and have an estimated accuracy of +/- 3 meters.
 KA0701
 KA0701.The orthometric height was determined by differential leveling and
 KA0701.adjusted by the NATIONAL GEODETIC SURVEY
 KA0701.in June 1991.
 KA0701
 KA0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0701.GEOID18 height accuracy estimate available here.
 KA0701
 KA0701.Click photographs - Photos may exist for this station.
 KA0701
 KA0701.The dynamic height is computed by dividing the NAVD 88
 KA0701.geopotential number by the normal gravity value computed on the
 KA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0701.degrees latitude (g = 980.6199 gals.).
 KA0701
 KA0701.The modeled gravity was interpolated from observed gravity values.
 KA0701
 KA0701;                    North         East    Units  Estimated Accuracy
 KA0701;SPC IN W     -   472,783.5     937,974.0     MT  (+/- 3 meters HH1 GPS) 
 KA0701
 KA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3079573011(NAD 83)
 KA0701
 KA0701                          SUPERSEDED SURVEY CONTROL
 KA0701
 KA0701  NGVD 29 (??/??/92)  235.480  (m)          772.57   (f) ADJ UNCH    2 0
 KA0701
 KA0701.Superseded values are not recommended for survey control.
 KA0701
 KA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0701.See file dsdata.pdf to determine how the superseded data were derived.
 KA0701
 KA0701_MARKER: DB = BENCH MARK DISK
 KA0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0701_STAMPING: J 63 1946
 KA0701_MARK LOGO: CGS
 KA0701_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0701+STABILITY: SURFACE MOTION
 KA0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0701+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 KA0701
 KA0701  HISTORY     - Date     Condition        Report By
 KA0701  HISTORY     - 1946     MONUMENTED       CGS
 KA0701  HISTORY     - 20230307 POOR             INDOT
 KA0701
 KA0701                          STATION DESCRIPTION
 KA0701
 KA0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0701'1.2 MI S FROM EMINENCE.
 KA0701'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGH
 KA0701'SCHOOL AT EMINENCE, 0.5 MILE NORTH OF THE INTERSECTION OF A ROAD
 KA0701'LEADING EAST TO PLANO, A ROAD LEADING SOUTH TO LEWISVILLE AND
 KA0701'STATE HIGHWAY 42 LEADING WEST TO CLOVERDALE, AT THE ROY RADCLIFT
 KA0701'FARM, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 25
 KA0701'FEET EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE
 KA0701'HIGHWAY, 8 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE
 KA0701'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET
 KA0701'IN THE SOUTHWEST CORNER OF A YARD.  A STANDARD DISK, STAMPED
 KA0701'J 63 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KA0701'INCHES ABOVE GROUND.
 KA0701
 KA0701                          STATION RECOVERY (2023)
 KA0701
 KA0701'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0701'MARK FOUND UNSTABLE, LEANING UP AND OUT OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0293 ***********************************************************************
 KA0293  DESIGNATION -  J 65
 KA0293  PID         -  KA0293
 KA0293  STATE/COUNTY-  IN/MORGAN
 KA0293  COUNTRY     -  US
 KA0293  USGS QUAD   -  MARTINSVILLE (2019)
 KA0293
 KA0293                         *CURRENT SURVEY CONTROL
 KA0293  ______________________________________________________________________
 KA0293* NAD 83(1986) POSITION- 39 24 44.     (N) 086 29 32.     (W)   SCALED
 KA0293* NAVD 88 ORTHO HEIGHT -   183.037 (meters)      600.51  (feet) ADJUSTED
 KA0293  ______________________________________________________________________
 KA0293  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 KA0293  DYNAMIC HEIGHT  -        182.933 (meters)      600.17  (feet) COMP
 KA0293  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 KA0293
 KA0293  VERT ORDER      -  SECOND    CLASS 0
 KA0293
 KA0293.The horizontal coordinates were scaled from a map and have
 KA0293.an estimated accuracy of +/- 6 seconds.
 KA0293
 KA0293.The orthometric height was determined by differential leveling and
 KA0293.adjusted by the NATIONAL GEODETIC SURVEY
 KA0293.in June 1991.
 KA0293
 KA0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0293.GEOID18 height accuracy estimate available here.
 KA0293
 KA0293.Click photographs - Photos may exist for this station.
 KA0293
 KA0293.The dynamic height is computed by dividing the NAVD 88
 KA0293.geopotential number by the normal gravity value computed on the
 KA0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0293.degrees latitude (g = 980.6199 gals.).
 KA0293
 KA0293.The modeled gravity was interpolated from observed gravity values.
 KA0293
 KA0293;                    North         East    Units  Estimated Accuracy
 KA0293;SPC IN W     -   462,430.      950,910.      MT  (+/- 180 meters Scaled)
 KA0293
 KA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ437626(NAD 83)
 KA0293
 KA0293                          SUPERSEDED SURVEY CONTROL
 KA0293
 KA0293  NGVD 29 (??/??/92)  183.164  (m)          600.93   (f) ADJ UNCH    2 0
 KA0293
 KA0293.Superseded values are not recommended for survey control.
 KA0293
 KA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0293.See file dsdata.pdf to determine how the superseded data were derived.
 KA0293
 KA0293_MARKER: DB = BENCH MARK DISK
 KA0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0293_STAMPING: J 65 1946
 KA0293_MARK LOGO: CGS
 KA0293_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0293+STABILITY: SURFACE MOTION
 KA0293
 KA0293  HISTORY     - Date     Condition        Report By
 KA0293  HISTORY     - 1946     MONUMENTED       CGS
 KA0293  HISTORY     - 1966     POOR             CGS
 KA0293
 KA0293                          STATION DESCRIPTION
 KA0293
 KA0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0293'3.7 MI SW FROM MARTINSVILLE.
 KA0293'3.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0293'STATION AT MARTINSVILLE, MORGAN COUNTY, 0.1 MILE NORTHEAST OF
 KA0293'BRIDGE 34/58, AT A MACADAM-ROAD CROSSING, 71 FEET SOUTHEAST OF
 KA0293'THE CENTERLINE OF STATE HIGHWAY 67, 29 FEET SOUTHWEST OF THE
 KA0293'CENTERLINE OF THE MACADAM ROAD, 16.5 FEET NORTHWEST OF THE
 KA0293'NORTHWEST RAIL OF THE TRACK, 8 FEET SOUTHWEST OF POLE 1564, 1.5
 KA0293'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET
 KA0293'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J 65 1946 AND
 KA0293'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0293'GROUND.  NOTE-- DISK BADLY SCARRED, POST CHIPPED BUT NOT
 KA0293'OBVIOUSLY MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0927 ***********************************************************************
 KA0927  DESIGNATION -  J 67
 KA0927  PID         -  KA0927
 KA0927  STATE/COUNTY-  IN/CLAY
 KA0927  COUNTRY     -  US
 KA0927  USGS QUAD   -  BRAZIL WEST (2019)
 KA0927
 KA0927                         *CURRENT SURVEY CONTROL
 KA0927  ______________________________________________________________________
 KA0927* NAD 83(1986) POSITION- 39 35 41.     (N) 087 08 34.     (W)   SCALED
 KA0927* NAVD 88 ORTHO HEIGHT -   198.778 (meters)      652.16  (feet) ADJUSTED
 KA0927  ______________________________________________________________________
 KA0927  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 KA0927  DYNAMIC HEIGHT  -        198.664 (meters)      651.78  (feet) COMP
 KA0927  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 KA0927
 KA0927  VERT ORDER      -  FIRST     CLASS II
 KA0927
 KA0927.The horizontal coordinates were scaled from a map and have
 KA0927.an estimated accuracy of +/- 6 seconds.
 KA0927
 KA0927.The orthometric height was determined by differential leveling and
 KA0927.adjusted by the NATIONAL GEODETIC SURVEY
 KA0927.in June 1991.
 KA0927
 KA0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0927.GEOID18 height accuracy estimate available here.
 KA0927
 KA0927.Click photographs - Photos may exist for this station.
 KA0927
 KA0927.The dynamic height is computed by dividing the NAVD 88
 KA0927.geopotential number by the normal gravity value computed on the
 KA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0927.degrees latitude (g = 980.6199 gals.).
 KA0927
 KA0927.The modeled gravity was interpolated from observed gravity values.
 KA0927
 KA0927;                    North         East    Units  Estimated Accuracy
 KA0927;SPC IN W     -   482,520.      894,890.      MT  (+/- 180 meters Scaled)
 KA0927
 KA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ877827(NAD 83)
 KA0927
 KA0927                          SUPERSEDED SURVEY CONTROL
 KA0927
 KA0927  NGVD 29 (??/??/92)  198.884  (m)          652.51   (f) ADJ UNCH    1 2
 KA0927
 KA0927.Superseded values are not recommended for survey control.
 KA0927
 KA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0927.See file dsdata.pdf to determine how the superseded data were derived.
 KA0927
 KA0927_MARKER: DB = BENCH MARK DISK
 KA0927_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0927_SP_SET: PIER
 KA0927_STAMPING: J 67 1946
 KA0927_MARK LOGO: CGS
 KA0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0927
 KA0927  HISTORY     - Date     Condition        Report By
 KA0927  HISTORY     - 1946     MONUMENTED       CGS
 KA0927  HISTORY     - 1985     GOOD             NGS
 KA0927
 KA0927                          STATION DESCRIPTION
 KA0927
 KA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0927'1.7 MI W FROM CARBON.
 KA0927'ABOUT 1.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0927'STATION AT CARBON, SET IN THE SOUTH FACE OF THE EAST PIER FACING
 KA0927'THE TRACK OF THE ROAD OVER PASS NO. 159, 6 FEET NORTH OF THE
 KA0927'NORTH RAIL OF THE NORTH TRACK, AND 3.4 FEET ABOVE THE GROUND.
 KA0927'A STANDARD DISK, STAMPED J 67 1946 AND SET VERTICALLY.
 KA0927
 KA0927                          STATION RECOVERY (1985)
 KA0927
 KA0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0927'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 KA0927'MI) SOUTHWEST ALONG THE CONRAIL RAILROAD FROM ITS JUNCTION WITH SOUTH
 KA0927'POPLAR STREET IN CARBON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1165 ***********************************************************************
 KA1165  DESIGNATION -  J 68
 KA1165  PID         -  KA1165
 KA1165  STATE/COUNTY-  IN/CLAY
 KA1165  COUNTRY     -  US
 KA1165  USGS QUAD   -  STAUNTON (2019)
 KA1165
 KA1165                         *CURRENT SURVEY CONTROL
 KA1165  ______________________________________________________________________
 KA1165* NAD 83(1986) POSITION- 39 24 12.     (N) 087 12 05.     (W)   SCALED
 KA1165* NAVD 88 ORTHO HEIGHT -   195.601 (meters)      641.73  (feet) ADJUSTED
 KA1165  ______________________________________________________________________
 KA1165  GEOID HEIGHT    -        -32.805 (meters)                     GEOID18
 KA1165  DYNAMIC HEIGHT  -        195.488 (meters)      641.36  (feet) COMP
 KA1165  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 KA1165
 KA1165  VERT ORDER      -  SECOND    CLASS 0
 KA1165
 KA1165.The horizontal coordinates were scaled from a map and have
 KA1165.an estimated accuracy of +/- 6 seconds.
 KA1165
 KA1165.The orthometric height was determined by differential leveling and
 KA1165.adjusted by the NATIONAL GEODETIC SURVEY
 KA1165.in June 1991.
 KA1165
 KA1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1165.GEOID18 height accuracy estimate available here.
 KA1165
 KA1165.Click photographs - Photos may exist for this station.
 KA1165
 KA1165.The dynamic height is computed by dividing the NAVD 88
 KA1165.geopotential number by the normal gravity value computed on the
 KA1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1165.degrees latitude (g = 980.6199 gals.).
 KA1165
 KA1165.The modeled gravity was interpolated from observed gravity values.
 KA1165
 KA1165;                    North         East    Units  Estimated Accuracy
 KA1165;SPC IN W     -   461,280.      889,830.      MT  (+/- 180 meters Scaled)
 KA1165
 KA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826615(NAD 83)
 KA1165
 KA1165                          SUPERSEDED SURVEY CONTROL
 KA1165
 KA1165  NGVD 29 (??/??/92)  195.704  (m)          642.07   (f) ADJ UNCH    2 0
 KA1165
 KA1165.Superseded values are not recommended for survey control.
 KA1165
 KA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1165.See file dsdata.pdf to determine how the superseded data were derived.
 KA1165
 KA1165_MARKER: DB = BENCH MARK DISK
 KA1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1165_STAMPING: J 68 1946
 KA1165_MARK LOGO: CGS
 KA1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1165+STABILITY: SURFACE MOTION
 KA1165
 KA1165  HISTORY     - Date     Condition        Report By
 KA1165  HISTORY     - 1946     MONUMENTED       CGS
 KA1165
 KA1165                          STATION DESCRIPTION
 KA1165
 KA1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1165'1.7 MI N FROM CORY.
 KA1165'ABOUT 0.2 MILES EAST, THENCE ABOUT 1.5 MILES NORTH ALONG A ROAD
 KA1165'LEADING TO STAUNTON FROM THE POST OFFICE AT CORY, 1.0 MILE NORTH
 KA1165'OF THE INTERSECTION WITH STATE HIGHWAY 46, AT THE T JUNCTION OF
 KA1165'A ROAD LEADING WEST, SET IN THE NORTHWEST CORNER OF A PASTURE, 18
 KA1165'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE T JUNCTION,
 KA1165'3.5 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET EAST OF A FENCE,
 KA1165'3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1165'POST.  A STANDARD DISK, STAMPED J 68 1946 AND SET IN THE TOP
 KA1165'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1170 ***********************************************************************
 KA1170  DESIGNATION -  J 69
 KA1170  PID         -  KA1170
 KA1170  STATE/COUNTY-  IN/CLAY
 KA1170  COUNTRY     -  US
 KA1170  USGS QUAD   -  CENTER POINT (2019)
 KA1170
 KA1170                         *CURRENT SURVEY CONTROL
 KA1170  ______________________________________________________________________
 KA1170* NAD 83(1986) POSITION- 39 26 39.60   (N) 087 00 01.64   (W)   HD_HELD1
 KA1170* NAVD 88 ORTHO HEIGHT -   193.930 (meters)      636.25  (feet) ADJUSTED
 KA1170  ______________________________________________________________________
 KA1170  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA1170  DYNAMIC HEIGHT  -        193.818 (meters)      635.88  (feet) COMP
 KA1170  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA1170
 KA1170  VERT ORDER      -  SECOND    CLASS 0
 KA1170
 KA1170.The horizontal coordinates were determined by differentially corrected
 KA1170.hand held GPS observations or other comparable positioning techniques
 KA1170.and have an estimated accuracy of +/- 3 meters.
 KA1170
 KA1170.The orthometric height was determined by differential leveling and
 KA1170.adjusted by the NATIONAL GEODETIC SURVEY
 KA1170.in June 1991.
 KA1170
 KA1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1170.GEOID18 height accuracy estimate available here.
 KA1170
 KA1170.Click photographs - Photos may exist for this station.
 KA1170
 KA1170.The dynamic height is computed by dividing the NAVD 88
 KA1170.geopotential number by the normal gravity value computed on the
 KA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1170.degrees latitude (g = 980.6199 gals.).
 KA1170
 KA1170.The modeled gravity was interpolated from observed gravity values.
 KA1170
 KA1170;                    North         East    Units  Estimated Accuracy
 KA1170;SPC IN W     -   465,827.7     907,134.0     MT  (+/- 3 meters HH1 GPS) 
 KA1170
 KA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9996066086(NAD 83)
 KA1170
 KA1170                          SUPERSEDED SURVEY CONTROL
 KA1170
 KA1170  NGVD 29 (??/??/92)  194.046  (m)          636.63   (f) ADJ UNCH    2 0
 KA1170
 KA1170.Superseded values are not recommended for survey control.
 KA1170
 KA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1170.See file dsdata.pdf to determine how the superseded data were derived.
 KA1170
 KA1170_MARKER: DB = BENCH MARK DISK
 KA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1170_STAMPING: J 69 1946
 KA1170_MARK LOGO: CGS
 KA1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1170+STABILITY: SURFACE MOTION
 KA1170
 KA1170  HISTORY     - Date     Condition        Report By
 KA1170  HISTORY     - 1946     MONUMENTED       CGS
 KA1170
 KA1170                          STATION DESCRIPTION
 KA1170
 KA1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1170'2.6 MI W FROM POLAND.
 KA1170'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA1170'AT POLAND, AT THE JUNCTION OF A ROAD LEADING NORTH AND A RIGHT
 KA1170'ANGLE TURN IN THE HIGHWAY WITH TANGENTS EXTENDING EAST AND SOUTH,
 KA1170'23 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER OF THE JUNCTION
 KA1170'OF THE ROADS, 4.5 FEET SOUTHWEST OF A CROSS FENCE CORNER POST
 KA1170'IN THE RIGHT-OF-WAY FENCE LINE, 3 FEET WEST OF A WIRE FENCE,
 KA1170'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT IN LINE
 KA1170'WITH THE CENTER LINE OF THE EAST TANGENT OF THE HIGHWAY.  A
 KA1170'STANDARD DISK, STAMPED J 69 1946 AND SET IN THE TOP OF A CONCRETE
 KA1170'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0494 ***********************************************************************
 KA0494  DESIGNATION -  J 70
 KA0494  PID         -  KA0494
 KA0494  STATE/COUNTY-  IN/PUTNAM
 KA0494  COUNTRY     -  US
 KA0494  USGS QUAD   -  POLAND (2019)
 KA0494
 KA0494                         *CURRENT SURVEY CONTROL
 KA0494  ______________________________________________________________________
 KA0494* NAD 83(1986) POSITION- 39 29 16.     (N) 086 58 39.     (W)   SCALED
 KA0494* NAVD 88 ORTHO HEIGHT -   179.558 (meters)      589.10  (feet) ADJUSTED
 KA0494  ______________________________________________________________________
 KA0494  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 KA0494  DYNAMIC HEIGHT  -        179.455 (meters)      588.76  (feet) COMP
 KA0494  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 KA0494
 KA0494  VERT ORDER      -  SECOND    CLASS 0
 KA0494
 KA0494.The horizontal coordinates were scaled from a map and have
 KA0494.an estimated accuracy of +/- 6 seconds.
 KA0494
 KA0494.The orthometric height was determined by differential leveling and
 KA0494.adjusted by the NATIONAL GEODETIC SURVEY
 KA0494.in June 1991.
 KA0494
 KA0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0494.GEOID18 height accuracy estimate available here.
 KA0494
 KA0494.Click photographs - Photos may exist for this station.
 KA0494
 KA0494.The dynamic height is computed by dividing the NAVD 88
 KA0494.geopotential number by the normal gravity value computed on the
 KA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0494.degrees latitude (g = 980.6199 gals.).
 KA0494
 KA0494.The modeled gravity was interpolated from observed gravity values.
 KA0494
 KA0494;                    North         East    Units  Estimated Accuracy
 KA0494;SPC IN W     -   470,650.      909,100.      MT  (+/- 180 meters Scaled)
 KA0494
 KA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ019709(NAD 83)
 KA0494
 KA0494                          SUPERSEDED SURVEY CONTROL
 KA0494
 KA0494  NGVD 29 (??/??/92)  179.675  (m)          589.48   (f) ADJ UNCH    2 0
 KA0494
 KA0494.Superseded values are not recommended for survey control.
 KA0494
 KA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0494.See file dsdata.pdf to determine how the superseded data were derived.
 KA0494
 KA0494_MARKER: DB = BENCH MARK DISK
 KA0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0494_SP_SET: CULVERT HEADWALL
 KA0494_STAMPING: J 70 1946
 KA0494_MARK LOGO: CGS
 KA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0494+STABILITY: SURFACE MOTION
 KA0494
 KA0494  HISTORY     - Date     Condition        Report By
 KA0494  HISTORY     - 1946     MONUMENTED       CGS
 KA0494
 KA0494                          STATION DESCRIPTION
 KA0494
 KA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0494'6.1 MI NE FROM ASHERVILLE.
 KA0494'4.3 MILES EAST, THENCE ABOUT 1.0 MILE NORTH, THENCE ABOUT 0.8
 KA0494'MILE EAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD AT ASHERVILLE.
 KA0494'SET AT A CROSS ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 KA0494'NORTHEAST CONCRETE HEADWALL OF A 9 FOOT CULVERT UNDER THE CROSS
 KA0494'ROAD, 22 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA0494'13 FEET NORTH OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE
 KA0494'EAST-WEST ROAD.  A STANDARD DISK, STAMPED J 70 1946, SET IN
 KA0494'A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0834 ***********************************************************************
 KA0834  DESIGNATION -  J 71
 KA0834  PID         -  KA0834
 KA0834  STATE/COUNTY-  IN/PARKE
 KA0834  COUNTRY     -  US
 KA0834  USGS QUAD   -  MANSFIELD (2019)
 KA0834
 KA0834                         *CURRENT SURVEY CONTROL
 KA0834  ______________________________________________________________________
 KA0834* NAD 83(1986) POSITION- 39 42 30.     (N) 087 06 20.     (W)   SCALED
 KA0834* NAVD 88 ORTHO HEIGHT -   218.906 (meters)      718.19  (feet) ADJUSTED
 KA0834  ______________________________________________________________________
 KA0834  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA0834  DYNAMIC HEIGHT  -        218.782 (meters)      717.79  (feet) COMP
 KA0834  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 KA0834
 KA0834  VERT ORDER      -  SECOND    CLASS 0
 KA0834
 KA0834.The horizontal coordinates were scaled from a map and have
 KA0834.an estimated accuracy of +/- 6 seconds.
 KA0834
 KA0834.The orthometric height was determined by differential leveling and
 KA0834.adjusted by the NATIONAL GEODETIC SURVEY
 KA0834.in June 1991.
 KA0834
 KA0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0834.GEOID18 height accuracy estimate available here.
 KA0834
 KA0834.Click photographs - Photos may exist for this station.
 KA0834
 KA0834.The dynamic height is computed by dividing the NAVD 88
 KA0834.geopotential number by the normal gravity value computed on the
 KA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0834.degrees latitude (g = 980.6199 gals.).
 KA0834
 KA0834.The modeled gravity was interpolated from observed gravity values.
 KA0834
 KA0834;                    North         East    Units  Estimated Accuracy
 KA0834;SPC IN W     -   495,140.      898,090.      MT  (+/- 180 meters Scaled)
 KA0834
 KA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909953(NAD 83)
 KA0834
 KA0834                          SUPERSEDED SURVEY CONTROL
 KA0834
 KA0834  NGVD 29 (??/??/92)  219.01   (m)          718.5    (f) COMPUTED    2 0
 KA0834
 KA0834.Superseded values are not recommended for survey control.
 KA0834
 KA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0834.See file dsdata.pdf to determine how the superseded data were derived.
 KA0834
 KA0834_MARKER: DB = BENCH MARK DISK
 KA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0834_STAMPING: J 71 1946
 KA0834_MARK LOGO: CGS
 KA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0834+STABILITY: SURFACE MOTION
 KA0834
 KA0834  HISTORY     - Date     Condition        Report By
 KA0834  HISTORY     - 1946     MONUMENTED       CGS
 KA0834  HISTORY     - 1956     POOR             CGS
 KA0834
 KA0834                          STATION DESCRIPTION
 KA0834
 KA0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0834'2.4 MI N FROM MANSFIELD.
 KA0834'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE CROSS
 KA0834'ROADS AT MANSFIELD, 285 FEET WEST OF THE WEST CORNER OF A 2-STORY
 KA0834'WHITE FARM HOUSE, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KA0834'HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO
 KA0834'THE HOUSE, 8 FEET SOUTH OF AN 8-INCH PEAR TREE, 4.5 FEET SOUTH
 KA0834'OF A CORNER FENCE POST, 2 FEET FROM A WHITE WOODEN WITNESS POST
 KA0834'AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0834
 KA0834                          STATION RECOVERY (1956)
 KA0834
 KA0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KA0834'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0835 ***********************************************************************
 KA0835  DESIGNATION -  J 71 RESET
 KA0835  PID         -  KA0835
 KA0835  STATE/COUNTY-  IN/PARKE
 KA0835  COUNTRY     -  US
 KA0835  USGS QUAD   -  MANSFIELD (2019)
 KA0835
 KA0835                         *CURRENT SURVEY CONTROL
 KA0835  ______________________________________________________________________
 KA0835* NAD 83(1986) POSITION- 39 42 30.     (N) 087 06 20.     (W)   SCALED
 KA0835* NAVD 88 ORTHO HEIGHT -   219.13  (meters)      718.9   (feet) RESET
 KA0835  ______________________________________________________________________
 KA0835  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA0835  VERT ORDER      -  THIRD
 KA0835
 KA0835.The horizontal coordinates were scaled from a map and have
 KA0835.an estimated accuracy of +/- 6 seconds.
 KA0835
 KA0835.The orthometric height was computed from unverified reset data.
 KA0835
 KA0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0835.GEOID18 height accuracy estimate available here.
 KA0835
 KA0835.Click photographs - Photos may exist for this station.
 KA0835
 KA0835;                    North         East    Units  Estimated Accuracy
 KA0835;SPC IN W     -   495,140.      898,090.      MT  (+/- 180 meters Scaled)
 KA0835
 KA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909953(NAD 83)
 KA0835
 KA0835                          SUPERSEDED SURVEY CONTROL
 KA0835
 KA0835  NGVD 29 (??/??/??)  219.23   (m)          719.3    (f) RESET       3  
 KA0835
 KA0835.Superseded values are not recommended for survey control.
 KA0835
 KA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0835.See file dsdata.pdf to determine how the superseded data were derived.
 KA0835
 KA0835_MARKER: DB = BENCH MARK DISK
 KA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0835_STAMPING: J 71 RESET 1956
 KA0835_MARK LOGO: CGS
 KA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0835+STABILITY: SURFACE MOTION
 KA0835
 KA0835  HISTORY     - Date     Condition        Report By
 KA0835  HISTORY     - 1956     MONUMENTED       INHD
 KA0835
 KA0835                          STATION DESCRIPTION
 KA0835
 KA0835'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 KA0835'2.4 MI N FROM MANSFIELD.
 KA0835'2.35 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE CROSSROADS AT
 KA0835'MANSFIELD, 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2
 KA0835'STORY WHITE FARMHOUSE, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 KA0835'THE HIGHWAY, 24 FEET SOUTH OF A DRIVEWAY TO THE FARMHOUSE, 15
 KA0835'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HEADWALL,
 KA0835'1.5 FEET WEST OF A CORNER POST AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0835'3.5 MILES SOUTH OF U.S. HIGHWAY 36.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0564 ***********************************************************************
 KA0564  DESIGNATION -  J 72
 KA0564  PID         -  KA0564
 KA0564  STATE/COUNTY-  IN/PUTNAM
 KA0564  COUNTRY     -  US
 KA0564  USGS QUAD   -  ROACHDALE (2019)
 KA0564
 KA0564                         *CURRENT SURVEY CONTROL
 KA0564  ______________________________________________________________________
 KA0564* NAD 83(1986) POSITION- 39 45 43.46   (N) 086 50 54.43   (W)   HD_HELD1
 KA0564* NAVD 88 ORTHO HEIGHT -   284.846 (meters)      934.53  (feet) ADJUSTED
 KA0564  ______________________________________________________________________
 KA0564  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 KA0564  DYNAMIC HEIGHT  -        284.685 (meters)      934.00  (feet) COMP
 KA0564  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 KA0564
 KA0564  VERT ORDER      -  SECOND    CLASS 0
 KA0564
 KA0564.The horizontal coordinates were determined by differentially corrected
 KA0564.hand held GPS observations or other comparable positioning techniques
 KA0564.and have an estimated accuracy of +/- 3 meters.
 KA0564
 KA0564.The orthometric height was determined by differential leveling and
 KA0564.adjusted by the NATIONAL GEODETIC SURVEY
 KA0564.in June 1991.
 KA0564
 KA0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0564.GEOID18 height accuracy estimate available here.
 KA0564
 KA0564.Click photographs - Photos may exist for this station.
 KA0564
 KA0564.The dynamic height is computed by dividing the NAVD 88
 KA0564.geopotential number by the normal gravity value computed on the
 KA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0564.degrees latitude (g = 980.6199 gals.).
 KA0564
 KA0564.The modeled gravity was interpolated from observed gravity values.
 KA0564
 KA0564;                    North         East    Units  Estimated Accuracy
 KA0564;SPC IN W     -   501,127.2     920,126.1     MT  (+/- 3 meters HH1 GPS) 
 KA0564
 KA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1298001361(NAD 83)
 KA0564
 KA0564                          SUPERSEDED SURVEY CONTROL
 KA0564
 KA0564  NGVD 29 (??/??/92)  284.950  (m)          934.87   (f) ADJ UNCH    2 0
 KA0564
 KA0564.Superseded values are not recommended for survey control.
 KA0564
 KA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0564.See file dsdata.pdf to determine how the superseded data were derived.
 KA0564
 KA0564_MARKER: DB = BENCH MARK DISK
 KA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0564_STAMPING: J 72 1946
 KA0564_MARK LOGO: CGS
 KA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0564+STABILITY: SURFACE MOTION
 KA0564
 KA0564  HISTORY     - Date     Condition        Report By
 KA0564  HISTORY     - 1946     MONUMENTED       CGS
 KA0564
 KA0564                          STATION DESCRIPTION
 KA0564
 KA0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0564'2.1 MI W FROM BAINBRIDGE.
 KA0564'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE POST
 KA0564'OFFICE AT BAINBRIDGE, 0.25 MILE WEST OF THE INTERSECTION WITH
 KA0564'A NORTH-SOUTH GRAVEL ROAD, 0.1 MILE WEST OF A LARGE WHITE FARM
 KA0564'HOUSE ON THE NORTH SIDE OF THE ROAD, AT A T FENCE CORNER ON THE
 KA0564'NORTH SIDE OF THE HIGHWAY, 87 FEET NORTHEAST OF A HIGHWAY SIGN
 KA0564'READING TURKEY RUN STATE PARK 30 MILES, 33.5 FEET NORTH OF THE
 KA0564'CENTER LINE OF THE HIGHWAY, 77 FEET EAST OF POWER LINE POLE
 KA0564'NUMBER 204-376, 8 FEET NORTHWEST OF THE MOST WESTERLY TREE IN A
 KA0564'ROW OF LARGE TREES ALONG THE NORTH RIGHT-OF-WAY, 3 FEET NORTHWEST
 KA0564'OF A CORNER FENCE POST AND NEAR A WHITE WOODEN WITNESS POST.
 KA0564'A STANDARD DISK, STAMPED J 72 1946 AND SET IN THE TOP OF A
 KA0564'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0744 ***********************************************************************
 KA0744  DESIGNATION -  J 73
 KA0744  PID         -  KA0744
 KA0744  STATE/COUNTY-  IN/HENDRICKS
 KA0744  COUNTRY     -  US
 KA0744  USGS QUAD   -  COATESVILLE (2019)
 KA0744
 KA0744                         *CURRENT SURVEY CONTROL
 KA0744  ______________________________________________________________________
 KA0744* NAD 83(1986) POSITION- 39 41 42.     (N) 086 39 55.     (W)   SCALED
 KA0744* NAVD 88 ORTHO HEIGHT -   274.466 (meters)      900.48  (feet) POSTED
 KA0744  ______________________________________________________________________
 KA0744  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 KA0744  DYNAMIC HEIGHT  -        274.31  (meters)      900.0   (feet) COMP
 KA0744  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 KA0744
 KA0744  VERT ORDER      -  * POSTED, SEE BELOW
 KA0744
 KA0744.The horizontal coordinates were scaled from a map and have
 KA0744.an estimated accuracy of +/- 6 seconds.
 KA0744
 KA0744.The orthometric height was determined by differential leveling
 KA0744.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0744
 KA0744.* This is a POSTED BENCH MARK height.
 KA0744
 KA0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0744.GEOID18 height accuracy estimate available here.
 KA0744
 KA0744.Click photographs - Photos may exist for this station.
 KA0744
 KA0744.The dynamic height is computed by dividing the NAVD 88
 KA0744.geopotential number by the normal gravity value computed on the
 KA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0744.degrees latitude (g = 980.6199 gals.).
 KA0744
 KA0744.The modeled gravity was interpolated from observed gravity values.
 KA0744
 KA0744;                    North         East    Units  Estimated Accuracy
 KA0744;SPC IN W     -   493,740.      935,860.      MT  (+/- 180 meters Scaled)
 KA0744
 KA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ286939(NAD 83)
 KA0744
 KA0744                          SUPERSEDED SURVEY CONTROL
 KA0744
 KA0744  NGVD 29 (??/??/92)  274.566  (m)          900.81   (f) ADJ UNCH    2 0
 KA0744
 KA0744.Superseded values are not recommended for survey control.
 KA0744
 KA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0744.See file dsdata.pdf to determine how the superseded data were derived.
 KA0744
 KA0744_MARKER: DB = BENCH MARK DISK
 KA0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0744_STAMPING: J 73 1946
 KA0744_MARK LOGO: CGS
 KA0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0744+STABILITY: SURFACE MOTION
 KA0744
 KA0744  HISTORY     - Date     Condition        Report By
 KA0744  HISTORY     - 1946     MONUMENTED       CGS
 KA0744
 KA0744                          STATION DESCRIPTION
 KA0744
 KA0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0744'0.8 MI N FROM COATESVILLE.
 KA0744'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE PENNSYLVANIA
 KA0744'RAILROAD STATION AT COATESVILLE, AT A SHARP TURN FROM SOUTH TO
 KA0744'EAST, 22 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH
 KA0744'TANGENT, IN LINE WITH THE CENTER LINE OF THE EAST-WEST TANGENT,
 KA0744'2 1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, 3 FEET NORTHWEST OF A
 KA0744'DX GASOLINE SIGN, 225 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 KA0744'RED BRICK FARM HOUSE, 55 FEET SOUTHWEST OF THE CENTER OF AN IRON
 KA0744'GATE ACROSS THE DRIVEWAY TO THE HOUSE, 2 FEET FROM A WHITE WOODEN
 KA0744'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0744'STAMPED J 73 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0744'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0760 ***********************************************************************
 KA0760  DESIGNATION -  J 74
 KA0760  PID         -  KA0760
 KA0760  STATE/COUNTY-  IN/MONTGOMERY
 KA0760  COUNTRY     -  US
 KA0760  USGS QUAD   -  NEW MARKET (2019)
 KA0760
 KA0760                         *CURRENT SURVEY CONTROL
 KA0760  ______________________________________________________________________
 KA0760* NAD 83(1986) POSITION- 39 55 25.     (N) 086 55 07.     (W)   SCALED
 KA0760* NAVD 88 ORTHO HEIGHT -   251.026 (meters)      823.57  (feet) ADJUSTED
 KA0760  ______________________________________________________________________
 KA0760  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 KA0760  DYNAMIC HEIGHT  -        250.888 (meters)      823.12  (feet) COMP
 KA0760  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 KA0760
 KA0760  VERT ORDER      -  SECOND    CLASS 0
 KA0760
 KA0760.The horizontal coordinates were scaled from a map and have
 KA0760.an estimated accuracy of +/- 6 seconds.
 KA0760
 KA0760.The orthometric height was determined by differential leveling and
 KA0760.adjusted by the NATIONAL GEODETIC SURVEY
 KA0760.in June 1991.
 KA0760
 KA0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0760.GEOID18 height accuracy estimate available here.
 KA0760
 KA0760.Click photographs - Photos may exist for this station.
 KA0760
 KA0760.The dynamic height is computed by dividing the NAVD 88
 KA0760.geopotential number by the normal gravity value computed on the
 KA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0760.degrees latitude (g = 980.6199 gals.).
 KA0760
 KA0760.The modeled gravity was interpolated from observed gravity values.
 KA0760
 KA0760;                    North         East    Units  Estimated Accuracy
 KA0760;SPC IN W     -   519,050.      914,080.      MT  (+/- 180 meters Scaled)
 KA0760
 KA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK069192(NAD 83)
 KA0760
 KA0760                          SUPERSEDED SURVEY CONTROL
 KA0760
 KA0760  NGVD 29 (??/??/92)  251.121  (m)          823.89   (f) ADJ UNCH    2 0
 KA0760
 KA0760.Superseded values are not recommended for survey control.
 KA0760
 KA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0760.See file dsdata.pdf to determine how the superseded data were derived.
 KA0760
 KA0760_MARKER: DB = BENCH MARK DISK
 KA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0760_STAMPING: J 74 1946
 KA0760_MARK LOGO: CGS
 KA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0760+STABILITY: SURFACE MOTION
 KA0760
 KA0760  HISTORY     - Date     Condition        Report By
 KA0760  HISTORY     - 1946     MONUMENTED       CGS
 KA0760
 KA0760                          STATION DESCRIPTION
 KA0760
 KA0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0760'6.7 MI W FROM LADOGA.
 KA0760'ABOUT 6.7 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0760'AT LADOGA, 0.85 MILE WEST OF THE INTERSECTION WITH STATE HIGHWAY
 KA0760'43, 0.1 MILE EAST OF THE JUNCTION WITH AN ASPHALT ROAD LEADING
 KA0760'NORTH FROM THE HIGHWAY, 85 FEET NORTHEAST OF THE NORTHEAST CORNER
 KA0760'OF AN UNPAINTED BARN, 25 FEET NORTHEAST OF THE MOST NORTHEASTERLY
 KA0760'TREE IN A GROVE OF LOCUST TREES IN THE BARN YARD, 22 FEET OUTH OF
 KA0760'THE CENTER LINE OF THE HIGHWAY, 2 FEET FROM A WHITE WOODEN
 KA0760'WITNESS POST, 3 FEET SOUTHEAST OF A CORNER FENCE POST AND ABOUT
 KA0760'LEVEL WITH HIGHWAY.  A STANDARD DISK, STAMPED J 74 1946 AND SET IN
 KA0760'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0680 ***********************************************************************
 KA0680  DESIGNATION -  J 75
 KA0680  PID         -  KA0680
 KA0680  STATE/COUNTY-  IN/MONTGOMERY
 KA0680  COUNTRY     -  US
 KA0680  USGS QUAD   -  LADOGA (2019)
 KA0680
 KA0680                         *CURRENT SURVEY CONTROL
 KA0680  ______________________________________________________________________
 KA0680* NAD 83(1986) POSITION- 39 59 21.     (N) 086 46 34.     (W)   SCALED
 KA0680* NAVD 88 ORTHO HEIGHT -   262.422 (meters)      860.96  (feet) ADJUSTED
 KA0680  ______________________________________________________________________
 KA0680  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 KA0680  DYNAMIC HEIGHT  -        262.280 (meters)      860.50  (feet) COMP
 KA0680  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 KA0680
 KA0680  VERT ORDER      -  SECOND    CLASS 0
 KA0680
 KA0680.The horizontal coordinates were scaled from a map and have
 KA0680.an estimated accuracy of +/- 6 seconds.
 KA0680
 KA0680.The orthometric height was determined by differential leveling and
 KA0680.adjusted by the NATIONAL GEODETIC SURVEY
 KA0680.in June 1991.
 KA0680
 KA0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0680.GEOID18 height accuracy estimate available here.
 KA0680
 KA0680.Click photographs - Photos may exist for this station.
 KA0680
 KA0680.The dynamic height is computed by dividing the NAVD 88
 KA0680.geopotential number by the normal gravity value computed on the
 KA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0680.degrees latitude (g = 980.6199 gals.).
 KA0680
 KA0680.The modeled gravity was interpolated from observed gravity values.
 KA0680
 KA0680;                    North         East    Units  Estimated Accuracy
 KA0680;SPC IN W     -   526,360.      926,240.      MT  (+/- 180 meters Scaled)
 KA0680
 KA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK191265(NAD 83)
 KA0680
 KA0680                          SUPERSEDED SURVEY CONTROL
 KA0680
 KA0680  NGVD 29 (??/??/92)  262.522  (m)          861.29   (f) ADJ UNCH    2 0
 KA0680
 KA0680.Superseded values are not recommended for survey control.
 KA0680
 KA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0680.See file dsdata.pdf to determine how the superseded data were derived.
 KA0680
 KA0680_MARKER: DB = BENCH MARK DISK
 KA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0680_STAMPING: J 75 1946
 KA0680_MARK LOGO: CGS
 KA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0680+STABILITY: SURFACE MOTION
 KA0680
 KA0680  HISTORY     - Date     Condition        Report By
 KA0680  HISTORY     - 1946     MONUMENTED       CGS
 KA0680
 KA0680                          STATION DESCRIPTION
 KA0680
 KA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0680'1.2 MI SE FROM LINNSBURG.
 KA0680'1.25 MILES SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY FROM
 KA0680'THE CROSSING OF THE MACE-LADOGA HIGHWAY AT LINNSBURG, AT A
 KA0680'NORTH-AND-SOUTH GRAVEL-ROAD CROSSING, 63 FEET NORTHWEST OF THE
 KA0680'CENTER OF THE CROSSING, 34 FEET NORTHEAST OF THE NORTHEAST RAIL
 KA0680'OF THE TRACK, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.5
 KA0680'FEET WEST OF A SOUTH GATEPOST, 3 FEET SOUTHWEST OF THE NORTHEAST
 KA0680'RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 KA0680'AND ABOUT 2 FEET LOWER THAN THE CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0756 ***********************************************************************
 KA0756  DESIGNATION -  J 76
 KA0756  PID         -  KA0756
 KA0756  STATE/COUNTY-  IN/HENDRICKS
 KA0756  COUNTRY     -  US
 KA0756  USGS QUAD   -  HALL (2019)
 KA0756
 KA0756                         *CURRENT SURVEY CONTROL
 KA0756  ______________________________________________________________________
 KA0756* NAD 83(1986) POSITION- 39 36 02.     (N) 086 32 07.     (W)   SCALED
 KA0756* NAVD 88 ORTHO HEIGHT -   234.970 (meters)      770.90  (feet) ADJUSTED
 KA0756  ______________________________________________________________________
 KA0756  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KA0756  DYNAMIC HEIGHT  -        234.839 (meters)      770.47  (feet) COMP
 KA0756  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 KA0756
 KA0756  VERT ORDER      -  SECOND    CLASS 0
 KA0756
 KA0756.The horizontal coordinates were scaled from a map and have
 KA0756.an estimated accuracy of +/- 6 seconds.
 KA0756
 KA0756.The orthometric height was determined by differential leveling and
 KA0756.adjusted by the NATIONAL GEODETIC SURVEY
 KA0756.in June 1991.
 KA0756
 KA0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0756.GEOID18 height accuracy estimate available here.
 KA0756
 KA0756.Click photographs - Photos may exist for this station.
 KA0756
 KA0756.The dynamic height is computed by dividing the NAVD 88
 KA0756.geopotential number by the normal gravity value computed on the
 KA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0756.degrees latitude (g = 980.6199 gals.).
 KA0756
 KA0756.The modeled gravity was interpolated from observed gravity values.
 KA0756
 KA0756;                    North         East    Units  Estimated Accuracy
 KA0756;SPC IN W     -   483,310.      947,070.      MT  (+/- 180 meters Scaled)
 KA0756
 KA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ398835(NAD 83)
 KA0756
 KA0756                          SUPERSEDED SURVEY CONTROL
 KA0756
 KA0756  NGVD 29 (??/??/92)  235.077  (m)          771.25   (f) ADJ UNCH    2 0
 KA0756
 KA0756.Superseded values are not recommended for survey control.
 KA0756
 KA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0756.See file dsdata.pdf to determine how the superseded data were derived.
 KA0756
 KA0756_MARKER: DB = BENCH MARK DISK
 KA0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0756_SP_SET: BRIDGE
 KA0756_STAMPING: J 76 1946
 KA0756_MARK LOGO: CGS
 KA0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0756
 KA0756  HISTORY     - Date     Condition        Report By
 KA0756  HISTORY     - 1946     MONUMENTED       CGS
 KA0756
 KA0756                          STATION DESCRIPTION
 KA0756
 KA0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0756'4.3 MI NW FROM MONROVIA.
 KA0756'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0756'AT MONROVIA, THENCE ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD
 KA0756'LEADING TO HAZELWOOD, THENCE ABOUT 0.7 MILE NORTHWEST ALONG A
 KA0756'COUNTY ROAD LEADING TO STILESVILLE.  BENCH MARK IS ABOUT 0.25
 KA0756'MILES EAST OF A CROSS ROAD, AND SET IN THE TOP OF THE NORTHEAST
 KA0756'END OF THE SOUTHWEST WINGWALL OF A 12 FOOT CONCRETE BRIDGE, 40
 KA0756'FEET EAST OF A LONE OAK TREE ON THE SOUTH SIDE OF THE ROAD, 10
 KA0756'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 KA0756'A STANDARD DISK, STAMPED J 76 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0108 ***********************************************************************
 KA0108  DESIGNATION -  J 77
 KA0108  PID         -  KA0108
 KA0108  STATE/COUNTY-  IN/MARION
 KA0108  COUNTRY     -  US
 KA0108  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0108
 KA0108                         *CURRENT SURVEY CONTROL
 KA0108  ______________________________________________________________________
 KA0108* NAD 83(1986) POSITION- 39 45 50.     (N) 086 10 29.     (W)   SCALED
 KA0108* NAVD 88 ORTHO HEIGHT -   214.956 (meters)      705.23  (feet) POSTED
 KA0108  ______________________________________________________________________
 KA0108  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 KA0108  DYNAMIC HEIGHT  -        214.84  (meters)      704.9   (feet) COMP
 KA0108  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 KA0108
 KA0108  VERT ORDER      -  * POSTED, SEE BELOW
 KA0108
 KA0108.The horizontal coordinates were scaled from a map and have
 KA0108.an estimated accuracy of +/- 6 seconds.
 KA0108
 KA0108.The orthometric height was determined by differential leveling
 KA0108.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0108
 KA0108.* This is a POSTED BENCH MARK height.
 KA0108
 KA0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0108.GEOID18 height accuracy estimate available here.
 KA0108
 KA0108.Click photographs - Photos may exist for this station.
 KA0108
 KA0108.The dynamic height is computed by dividing the NAVD 88
 KA0108.geopotential number by the normal gravity value computed on the
 KA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0108.degrees latitude (g = 980.6199 gals.).
 KA0108
 KA0108.The modeled gravity was interpolated from observed gravity values.
 KA0108
 KA0108;                    North         East    Units  Estimated Accuracy
 KA0108;SPC IN E     -   501,430.       56,470.      MT  (+/- 180 meters Scaled)
 KA0108
 KA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK706018(NAD 83)
 KA0108
 KA0108                          SUPERSEDED SURVEY CONTROL
 KA0108
 KA0108  NGVD 29 (??/??/92)  215.093  (m)          705.68   (f) ADJ UNCH    1 2
 KA0108
 KA0108.Superseded values are not recommended for survey control.
 KA0108
 KA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0108.See file dsdata.pdf to determine how the superseded data were derived.
 KA0108
 KA0108_MARKER: DB = BENCH MARK DISK
 KA0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0108_SP_SET: OVERPASS
 KA0108_STAMPING: J 77 1946
 KA0108_MARK LOGO: CGS
 KA0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0108
 KA0108  HISTORY     - Date     Condition        Report By
 KA0108  HISTORY     - 1946     MONUMENTED       CGS
 KA0108  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0108
 KA0108                          STATION DESCRIPTION
 KA0108
 KA0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0108'AT INDIANAPOLIS.
 KA0108'AT INDIANAPOLIS, ABOUT 0.9 MILE WEST OF UNION STATION ALONG
 KA0108'THE NEW YORK CENTRAL RAILROAD, AT THE OVERHEAD CROSSING OVER
 KA0108'RIVER AVENUE, SET IN THE TOP OF THE NORTH END OF THE EAST
 KA0108'CONCRETE ABUTMENT OF THE OVERPASS, 1 1/2 POLES WEST OF POLE
 KA0108'0/40, 9.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 KA0108'AND ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE TRACKS.  A
 KA0108'STANDARD DISK, STAMPED J 77 1946.
 KA0108
 KA0108                          STATION RECOVERY (1985)
 KA0108
 KA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0108'THE STEM OF THE DISK IS ALL THAT REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0589 ***********************************************************************
 LB0589  DESIGNATION -  J 78
 LB0589  PID         -  LB0589
 LB0589  STATE/COUNTY-  IN/BOONE
 LB0589  COUNTRY     -  US
 LB0589  USGS QUAD   -  ROSSTON (2019)
 LB0589
 LB0589                         *CURRENT SURVEY CONTROL
 LB0589  ______________________________________________________________________
 LB0589* NAD 83(1986) POSITION- 40 03 20.     (N) 086 17 31.     (W)   SCALED
 LB0589* NAVD 88 ORTHO HEIGHT -   286.945 (meters)      941.42  (feet) ADJUSTED
 LB0589  ______________________________________________________________________
 LB0589  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LB0589  DYNAMIC HEIGHT  -        286.785 (meters)      940.89  (feet) COMP
 LB0589  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LB0589
 LB0589  VERT ORDER      -  SECOND    CLASS 0
 LB0589
 LB0589.The horizontal coordinates were scaled from a map and have
 LB0589.an estimated accuracy of +/- 6 seconds.
 LB0589
 LB0589.The orthometric height was determined by differential leveling and
 LB0589.adjusted by the NATIONAL GEODETIC SURVEY
 LB0589.in June 1991.
 LB0589
 LB0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0589.GEOID18 height accuracy estimate available here.
 LB0589
 LB0589.Click photographs - Photos may exist for this station.
 LB0589
 LB0589.The dynamic height is computed by dividing the NAVD 88
 LB0589.geopotential number by the normal gravity value computed on the
 LB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0589.degrees latitude (g = 980.6199 gals.).
 LB0589
 LB0589.The modeled gravity was interpolated from observed gravity values.
 LB0589
 LB0589;                    North         East    Units  Estimated Accuracy
 LB0589;SPC IN W     -   533,990.      967,520.      MT  (+/- 180 meters Scaled)
 LB0589
 LB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK603341(NAD 83)
 LB0589
 LB0589                          SUPERSEDED SURVEY CONTROL
 LB0589
 LB0589  NGVD 29 (??/??/92)  287.050  (m)          941.76   (f) ADJ UNCH    2 0
 LB0589
 LB0589.Superseded values are not recommended for survey control.
 LB0589
 LB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0589.See file dsdata.pdf to determine how the superseded data were derived.
 LB0589
 LB0589_MARKER: DB = BENCH MARK DISK
 LB0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0589_STAMPING: J 78 1946
 LB0589_MARK LOGO: CGS
 LB0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0589+STABILITY: SURFACE MOTION
 LB0589
 LB0589  HISTORY     - Date     Condition        Report By
 LB0589  HISTORY     - 1946     MONUMENTED       CGS
 LB0589
 LB0589                          STATION DESCRIPTION
 LB0589
 LB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0589'0.5 MI NW FROM ROSSTON.
 LB0589'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE
 LB0589'CROSSING OF THE CENTRAL INDIANA RAILROAD AT ROSSTON, AT A
 LB0589'GRAVELED CROSS ROAD, 49 FEET NORTHEAST OF THE CENTER LINE OF
 LB0589'THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 LB0589'8.5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 LB0589'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0589'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 78 1946
 LB0589'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB0589'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1045 ***********************************************************************
 MD1045  DESIGNATION -  J 8
 MD1045  PID         -  MD1045
 MD1045  STATE/COUNTY-  IN/KOSCIUSKO
 MD1045  COUNTRY     -  US
 MD1045  USGS QUAD   -  WARSAW (2019)
 MD1045
 MD1045                         *CURRENT SURVEY CONTROL
 MD1045  ______________________________________________________________________
 MD1045* NAD 83(1986) POSITION- 41 14 18.5    (N) 085 51 25.7    (W)   HD_HELD2
 MD1045* NAVD 88 ORTHO HEIGHT -   252.211 (meters)      827.46  (feet) ADJUSTED
 MD1045  ______________________________________________________________________
 MD1045  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 MD1045  DYNAMIC HEIGHT  -        252.104 (meters)      827.11  (feet) COMP
 MD1045  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 MD1045
 MD1045  VERT ORDER      -  FIRST     CLASS I
 MD1045
 MD1045.The horizontal coordinates were established by autonomous hand held GPS
 MD1045.observations and have an estimated accuracy of +/- 10 meters.
 MD1045
 MD1045.The orthometric height was determined by differential leveling and
 MD1045.adjusted by the NATIONAL GEODETIC SURVEY
 MD1045.in June 1991.
 MD1045
 MD1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1045.GEOID18 height accuracy estimate available here.
 MD1045
 MD1045.Click photographs - Photos may exist for this station.
 MD1045
 MD1045.The dynamic height is computed by dividing the NAVD 88
 MD1045.geopotential number by the normal gravity value computed on the
 MD1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1045.degrees latitude (g = 980.6199 gals.).
 MD1045
 MD1045.The modeled gravity was interpolated from observed gravity values.
 MD1045
 MD1045;                    North         East    Units  Estimated Accuracy
 MD1045;SPC IN E     -   665,059.       84,033.      MT  (+/- 10 meters HH2 GPS)
 MD1045
 MD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9576965859(NAD 83)
 MD1045
 MD1045                          SUPERSEDED SURVEY CONTROL
 MD1045
 MD1045  NGVD 29 (01/19/93)  252.343  (m)          827.90   (f) ADJUSTED    1 1
 MD1045  NGVD 29 (??/??/92)  252.343  (m)          827.90   (f) SUPERSEDED  1 1
 MD1045
 MD1045.Superseded values are not recommended for survey control.
 MD1045
 MD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1045.See file dsdata.pdf to determine how the superseded data were derived.
 MD1045
 MD1045_MARKER: DB = BENCH MARK DISK
 MD1045_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1045_SP_SET: BUILDING
 MD1045_STAMPING: J 8 ELEV. 827.895 FT.
 MD1045_MARK LOGO: CGS
 MD1045_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1045+STABILITY: POSITION/ELEVATION WELL
 MD1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1045+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 MD1045
 MD1045  HISTORY     - Date     Condition        Report By
 MD1045  HISTORY     - 1916     MONUMENTED       CGS
 MD1045  HISTORY     - 1958     GOOD             CGS
 MD1045  HISTORY     - 1983     GOOD             USACE
 MD1045  HISTORY     - 1984     GOOD             LOCSUR
 MD1045  HISTORY     - 1989     GOOD             USPSQD
 MD1045  HISTORY     - 19920910 GOOD             NGS
 MD1045  HISTORY     - 19930111 GOOD             NGS
 MD1045
 MD1045                          STATION DESCRIPTION
 MD1045
 MD1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MD1045'AT WARSAW.
 MD1045'AT WARSAW, AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST
 MD1045'CENTER STREET AND NORTH BUFFALO STREET, SET VERTICALLY IN THE
 MD1045'SOUTH FACE OF THE SOUTHWEST CORNER OF AN OFFSET IN THE SOUTH
 MD1045'WALL AT THE SOUTHEAST CORNER OF THE COURTHOUSE, 19.5 FEET WEST
 MD1045'OF THE SOUTHEAST CORNER OF THE BUILDING, 1.4 FEET EAST OF THE
 MD1045'SOUTHWEST CORNER OF THE OFFSET, 3 FEET ABOVE THE LEVEL OF THE
 MD1045'GROUND AND 4 FEET ABOVE THE LEVEL OF THE STREET.
 MD1045
 MD1045                          STATION RECOVERY (1983)
 MD1045
 MD1045'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1045'RECOVERED IN GOOD CONDITION.
 MD1045
 MD1045                          STATION RECOVERY (1984)
 MD1045
 MD1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MD1045'RECOVERED IN GOOD CONDITION.
 MD1045
 MD1045                          STATION RECOVERY (1989)
 MD1045
 MD1045'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPM)
 MD1045'RECOVERED IN GOOD CONDITION.
 MD1045
 MD1045                          STATION RECOVERY (1992)
 MD1045
 MD1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1045'IN WARSAW, AT THE INTERSECTION OF WEST CENTER AND NORTH BUFFALO
 MD1045'STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE COURTHOUSE, 40.3 M
 MD1045'(132.2 FT) NORTH OF THE CENTERLINE OF CENTER STREET, 35.6 M
 MD1045'(116.8 FT) WEST OF THE CENTERLINE OF BUFFALO STREET, AND 6.0 M
 MD1045'(19.7 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 MD1045
 MD1045                          STATION RECOVERY (1993)
 MD1045
 MD1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1045'IN WARSAW, AT THE INTERSECTION OF WEST CENTER AND NORTH BUFFALO
 MD1045'STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE COURTHOUSE, 40.3 M
 MD1045'(132.2 FT) NORTH OF THE CENTERLINE OF CINTER STREET, 35.6 M (116.8 FT)
 MD1045'WEST OF THE CENTERLINE OF BUFFALO STREET, AND 6.0 M (19.7 FT) WEST OF
 MD1045'THE SOUTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0420 ***********************************************************************
 KA0420  DESIGNATION -  J 81
 KA0420  PID         -  KA0420
 KA0420  STATE/COUNTY-  IN/OWEN
 KA0420  COUNTRY     -  US
 KA0420  USGS QUAD   -  QUINCY (2019)
 KA0420
 KA0420                         *CURRENT SURVEY CONTROL
 KA0420  ______________________________________________________________________
 KA0420* NAD 83(1986) POSITION- 39 27 20.     (N) 086 42 53.     (W)   SCALED
 KA0420* NAVD 88 ORTHO HEIGHT -   226.148 (meters)      741.95  (feet) ADJUSTED
 KA0420  ______________________________________________________________________
 KA0420  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KA0420  DYNAMIC HEIGHT  -        226.019 (meters)      741.53  (feet) COMP
 KA0420  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 KA0420
 KA0420  VERT ORDER      -  SECOND    CLASS 0
 KA0420
 KA0420.The horizontal coordinates were scaled from a map and have
 KA0420.an estimated accuracy of +/- 6 seconds.
 KA0420
 KA0420.The orthometric height was determined by differential leveling and
 KA0420.adjusted by the NATIONAL GEODETIC SURVEY
 KA0420.in June 1991.
 KA0420
 KA0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0420.GEOID18 height accuracy estimate available here.
 KA0420
 KA0420.Click photographs - Photos may exist for this station.
 KA0420
 KA0420.The dynamic height is computed by dividing the NAVD 88
 KA0420.geopotential number by the normal gravity value computed on the
 KA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0420.degrees latitude (g = 980.6199 gals.).
 KA0420
 KA0420.The modeled gravity was interpolated from observed gravity values.
 KA0420
 KA0420;                    North         East    Units  Estimated Accuracy
 KA0420;SPC IN W     -   467,140.      931,730.      MT  (+/- 180 meters Scaled)
 KA0420
 KA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ245673(NAD 83)
 KA0420
 KA0420                          SUPERSEDED SURVEY CONTROL
 KA0420
 KA0420  NGVD 29 (??/??/92)  226.264  (m)          742.33   (f) ADJ UNCH    2 0
 KA0420
 KA0420.Superseded values are not recommended for survey control.
 KA0420
 KA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0420.See file dsdata.pdf to determine how the superseded data were derived.
 KA0420
 KA0420_MARKER: DB = BENCH MARK DISK
 KA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0420_STAMPING: J 81 1946
 KA0420_MARK LOGO: CGS
 KA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0420+STABILITY: SURFACE MOTION
 KA0420
 KA0420  HISTORY     - Date     Condition        Report By
 KA0420  HISTORY     - 1946     MONUMENTED       CGS
 KA0420
 KA0420                          STATION DESCRIPTION
 KA0420
 KA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0420'AT QUINCY.
 KA0420'AT QUINCY, ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO,
 KA0420'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION, AT A ROAD
 KA0420'CROSSING AT MILE POST 195, 55.5 FEET NORTHEAST OF AND ABOUT 4 FEET
 KA0420'BELOW THE CENTER LINE OF THE TRACK, 60 FEET SOUTH OF AND ACROSS
 KA0420'THE ROAD FROM THE SOUTHWEST CORNER OF AN AUTO REPAIR SHOP, 24
 KA0420'FEET SOUTH OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF
 KA0420'THE ROAD, 4 FEET SOUTH OF A FENCE LINE, AND 8 FEET SOUTH OF A
 KA0420'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 81 1946
 KA0420'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0420'GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 KA0420'IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1210 ***********************************************************************
 KA1210  DESIGNATION -  J 82
 KA1210  PID         -  KA1210
 KA1210  STATE/COUNTY-  IN/CLAY
 KA1210  COUNTRY     -  US
 KA1210  USGS QUAD   -  CLAY CITY (2019)
 KA1210
 KA1210                         *CURRENT SURVEY CONTROL
 KA1210  ______________________________________________________________________
 KA1210* NAD 83(1986) POSITION- 39 18 50.     (N) 087 07 20.     (W)   SCALED
 KA1210* NAVD 88 ORTHO HEIGHT -   167.067 (meters)      548.12  (feet) ADJUSTED
 KA1210  ______________________________________________________________________
 KA1210  GEOID HEIGHT    -        -32.738 (meters)                     GEOID18
 KA1210  DYNAMIC HEIGHT  -        166.970 (meters)      547.80  (feet) COMP
 KA1210  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 KA1210
 KA1210  VERT ORDER      -  FIRST     CLASS II
 KA1210
 KA1210.The horizontal coordinates were scaled from a map and have
 KA1210.an estimated accuracy of +/- 6 seconds.
 KA1210
 KA1210.The orthometric height was determined by differential leveling and
 KA1210.adjusted by the NATIONAL GEODETIC SURVEY
 KA1210.in June 1991.
 KA1210
 KA1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1210.GEOID18 height accuracy estimate available here.
 KA1210
 KA1210.Click photographs - Photos may exist for this station.
 KA1210
 KA1210.The dynamic height is computed by dividing the NAVD 88
 KA1210.geopotential number by the normal gravity value computed on the
 KA1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1210.degrees latitude (g = 980.6199 gals.).
 KA1210
 KA1210.The modeled gravity was interpolated from observed gravity values.
 KA1210
 KA1210;                    North         East    Units  Estimated Accuracy
 KA1210;SPC IN W     -   451,340.      896,650.      MT  (+/- 180 meters Scaled)
 KA1210
 KA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ894516(NAD 83)
 KA1210
 KA1210                          SUPERSEDED SURVEY CONTROL
 KA1210
 KA1210  NGVD 29 (??/??/92)  167.178  (m)          548.48   (f) ADJ UNCH    1 2
 KA1210
 KA1210.Superseded values are not recommended for survey control.
 KA1210
 KA1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1210.See file dsdata.pdf to determine how the superseded data were derived.
 KA1210
 KA1210_MARKER: DB = BENCH MARK DISK
 KA1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1210_STAMPING: J 82 1946
 KA1210_MARK LOGO: CGS
 KA1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1210+STABILITY: SURFACE MOTION
 KA1210
 KA1210  HISTORY     - Date     Condition        Report By
 KA1210  HISTORY     - 1946     MONUMENTED       CGS
 KA1210  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1210
 KA1210                          STATION DESCRIPTION
 KA1210
 KA1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1210'2.5 MI N FROM CLAY CITY.
 KA1210'ABOUT 2.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1210'THE STATION AT CLAY CITY, AT A ROAD CROSSING, 55.5 FEET WEST
 KA1210'OF AND ACROSS THE TRACK FROM POLE NO. 23/16, 30 FEET NORTH OF
 KA1210'THE CENTER LINE OF THE ROAD, 28 FEET WEST OF AND ABOUT 4 FEET
 KA1210'LOWER THAN THE CENTER LINE OF THE TRACK, 12 FEET NORTH OF A CONCRETE
 KA1210'CORNER FENCE POST, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2
 KA1210'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1210'STAMPED J 82 1946 AND SET IN THE TOP OF A CONCRETE POST.
 KA1210'NOTE-- THIS MARK MAY BE REACHED FROM THE NEW YORK CENTRAL
 KA1210'RAILROAD STATION AT SALINE CITY BY GOING 3.35 MILES SOUTH ALONG
 KA1210'THE TRACK.
 KA1210
 KA1210                          STATION RECOVERY (1985)
 KA1210
 KA1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1210'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0915 ***********************************************************************
 KA0915  DESIGNATION -  J 83
 KA0915  PID         -  KA0915
 KA0915  STATE/COUNTY-  IN/VIGO
 KA0915  COUNTRY     -  US
 KA0915  USGS QUAD   -  ROSEDALE (2019)
 KA0915
 KA0915                         *CURRENT SURVEY CONTROL
 KA0915  ______________________________________________________________________
 KA0915* NAD 83(1986) POSITION- 39 32 01.     (N) 087 19 43.     (W)   SCALED
 KA0915* NAVD 88 ORTHO HEIGHT -   156.619 (meters)      513.84  (feet) ADJUSTED
 KA0915  ______________________________________________________________________
 KA0915  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 KA0915  DYNAMIC HEIGHT  -        156.529 (meters)      513.55  (feet) COMP
 KA0915  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 KA0915
 KA0915  VERT ORDER      -  FIRST     CLASS II
 KA0915
 KA0915.The horizontal coordinates were scaled from a map and have
 KA0915.an estimated accuracy of +/- 6 seconds.
 KA0915
 KA0915.The orthometric height was determined by differential leveling and
 KA0915.adjusted by the NATIONAL GEODETIC SURVEY
 KA0915.in June 1991.
 KA0915
 KA0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0915.GEOID18 height accuracy estimate available here.
 KA0915
 KA0915.Click photographs - Photos may exist for this station.
 KA0915
 KA0915.The dynamic height is computed by dividing the NAVD 88
 KA0915.geopotential number by the normal gravity value computed on the
 KA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0915.degrees latitude (g = 980.6199 gals.).
 KA0915
 KA0915.The modeled gravity was interpolated from observed gravity values.
 KA0915
 KA0915;                    North         East    Units  Estimated Accuracy
 KA0915;SPC IN W     -   475,770.      878,910.      MT  (+/- 180 meters Scaled)
 KA0915
 KA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ717760(NAD 83)
 KA0915
 KA0915                          SUPERSEDED SURVEY CONTROL
 KA0915
 KA0915  NGVD 29 (??/??/92)  156.726  (m)          514.19   (f) ADJ UNCH    1 2
 KA0915
 KA0915.Superseded values are not recommended for survey control.
 KA0915
 KA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0915.See file dsdata.pdf to determine how the superseded data were derived.
 KA0915
 KA0915_MARKER: DB = BENCH MARK DISK
 KA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0915_STAMPING: J 83 1946
 KA0915_MARK LOGO: CGS
 KA0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0915+STABILITY: SURFACE MOTION
 KA0915
 KA0915  HISTORY     - Date     Condition        Report By
 KA0915  HISTORY     - 1946     MONUMENTED       CGS
 KA0915  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0915
 KA0915                          STATION DESCRIPTION
 KA0915
 KA0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0915'6 MI NE FROM TERRE HAUTE.
 KA0915'ABOUT 6.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0915'FROM THE STATION AT TERRE HAUTE, AT A ROAD CROSSING, 45 FEET
 KA0915'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH
 KA0915'TRACK, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET WEST
 KA0915'OF THE CONCRETE END POST IN THE RIGHT-OF-WAY FENCE, 5.5 FEET
 KA0915'SOUTH OF THE FENCE, 22 FEET NORTHWEST OF POLE NO. 65/34, AND 2
 KA0915'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0915'STAMPED J 83 1946 AND SET IN THE TOP OF A CONCRETE POST.
 KA0915'NOTE-- THIS MARK MAY BE REACHED FROM THE NEW YORK CENTRAL
 KA0915'RAILROAD STATION AT FONTANET BY GOING ABOUT 5.35 MILES SOUTHWEST
 KA0915'ALONG THE TRACKS.
 KA0915
 KA0915                          STATION RECOVERY (1985)
 KA0915
 KA0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0915'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0525 ***********************************************************************
 KA0525  DESIGNATION -  J 84
 KA0525  PID         -  KA0525
 KA0525  STATE/COUNTY-  IN/OWEN
 KA0525  COUNTRY     -  US
 KA0525  USGS QUAD   -  CATARACT (2019)
 KA0525
 KA0525                         *CURRENT SURVEY CONTROL
 KA0525  ______________________________________________________________________
 KA0525* NAD 83(1986) POSITION- 39 25 03.     (N) 086 52 28.     (W)   SCALED
 KA0525* NAVD 88 ORTHO HEIGHT -   240.655 (meters)      789.55  (feet) ADJUSTED
 KA0525  ______________________________________________________________________
 KA0525  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KA0525  DYNAMIC HEIGHT  -        240.515 (meters)      789.09  (feet) COMP
 KA0525  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 KA0525
 KA0525  VERT ORDER      -  SECOND    CLASS 0
 KA0525
 KA0525.The horizontal coordinates were scaled from a map and have
 KA0525.an estimated accuracy of +/- 6 seconds.
 KA0525
 KA0525.The orthometric height was determined by differential leveling and
 KA0525.adjusted by the NATIONAL GEODETIC SURVEY
 KA0525.in June 1991.
 KA0525
 KA0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0525.GEOID18 height accuracy estimate available here.
 KA0525
 KA0525.Click photographs - Photos may exist for this station.
 KA0525
 KA0525.The dynamic height is computed by dividing the NAVD 88
 KA0525.geopotential number by the normal gravity value computed on the
 KA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0525.degrees latitude (g = 980.6199 gals.).
 KA0525
 KA0525.The modeled gravity was interpolated from observed gravity values.
 KA0525
 KA0525;                    North         East    Units  Estimated Accuracy
 KA0525;SPC IN W     -   462,870.      917,990.      MT  (+/- 180 meters Scaled)
 KA0525
 KA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ108631(NAD 83)
 KA0525
 KA0525                          SUPERSEDED SURVEY CONTROL
 KA0525
 KA0525  NGVD 29 (??/??/92)  240.774  (m)          789.94   (f) ADJ UNCH    2 0
 KA0525
 KA0525.Superseded values are not recommended for survey control.
 KA0525
 KA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0525.See file dsdata.pdf to determine how the superseded data were derived.
 KA0525
 KA0525_MARKER: DB = BENCH MARK DISK
 KA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0525_STAMPING: J 84 1946
 KA0525_MARK LOGO: CGS
 KA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0525+STABILITY: SURFACE MOTION
 KA0525
 KA0525  HISTORY     - Date     Condition        Report By
 KA0525  HISTORY     - 1946     MONUMENTED       CGS
 KA0525
 KA0525                          STATION DESCRIPTION
 KA0525
 KA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0525'3.3 MI NE FROM JORDAN.
 KA0525'ABOUT 3.3 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO CATARACT
 KA0525'VIA MOUNT PLEASANT (BUCKSKIN) M. E. CHURCH, FROM THE COMMUNITY
 KA0525'PRESBYTERIAN CHURCH AT JORDAN, AT THE NORTH END OF AN S TYPE CURVE,
 KA0525'288 FEET SOUTH-SOUTHEAST OF AN OLD FARM HOUSE, 44 FEET EAST OF AND
 KA0525'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 12.5 FEET SOUTH OF A
 KA0525'10 INCH WALNUT USED AS THE END POST OF A WIRE FENCE STRUNG ALONG
 KA0525'A GROUP OF TREES, 11 FEET EAST OF A DITCH, AND 2 FEET NORTH OF A
 KA0525'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 84 1946
 KA0525'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0525'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0414 ***********************************************************************
 KA0414  DESIGNATION -  J 85
 KA0414  PID         -  KA0414
 KA0414  STATE/COUNTY-  IN/GREENE
 KA0414  COUNTRY     -  US
 KA0414  USGS QUAD   -  BLOOMFIELD (2019)
 KA0414
 KA0414                         *CURRENT SURVEY CONTROL
 KA0414  ______________________________________________________________________
 KA0414* NAD 83(1986) POSITION- 39 01 09.46   (N) 086 56 11.35   (W)   HD_HELD1
 KA0414* NAVD 88 ORTHO HEIGHT -   163.001 (meters)      534.78  (feet) ADJUSTED
 KA0414  ______________________________________________________________________
 KA0414  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KA0414  DYNAMIC HEIGHT  -        162.901 (meters)      534.45  (feet) COMP
 KA0414  MODELED GRAVITY -    980,010.4   (mgal)                       NAVD 88
 KA0414
 KA0414  VERT ORDER      -  FIRST     CLASS II
 KA0414
 KA0414.The horizontal coordinates were determined by differentially corrected
 KA0414.hand held GPS observations or other comparable positioning techniques
 KA0414.and have an estimated accuracy of +/- 3 meters.
 KA0414
 KA0414.The orthometric height was determined by differential leveling and
 KA0414.adjusted by the NATIONAL GEODETIC SURVEY
 KA0414.in June 1991.
 KA0414
 KA0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0414.GEOID18 height accuracy estimate available here.
 KA0414
 KA0414.Click photographs - Photos may exist for this station.
 KA0414
 KA0414.The dynamic height is computed by dividing the NAVD 88
 KA0414.geopotential number by the normal gravity value computed on the
 KA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0414.degrees latitude (g = 980.6199 gals.).
 KA0414
 KA0414.The modeled gravity was interpolated from observed gravity values.
 KA0414
 KA0414;                    North         East    Units  Estimated Accuracy
 KA0414;SPC IN W     -   418,648.5     912,717.0     MT  (+/- 3 meters HH1 GPS) 
 KA0414
 KA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0549818919(NAD 83)
 KA0414
 KA0414                          SUPERSEDED SURVEY CONTROL
 KA0414
 KA0414  NGVD 29 (??/??/92)  163.136  (m)          535.22   (f) ADJ UNCH    1 2
 KA0414
 KA0414.Superseded values are not recommended for survey control.
 KA0414
 KA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0414.See file dsdata.pdf to determine how the superseded data were derived.
 KA0414
 KA0414_MARKER: DB = BENCH MARK DISK
 KA0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0414_SP_SET: BRIDGE
 KA0414_STAMPING: J 85 1946
 KA0414_MARK LOGO: CGS
 KA0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0414
 KA0414  HISTORY     - Date     Condition        Report By
 KA0414  HISTORY     - 1946     MONUMENTED       CGS
 KA0414
 KA0414                          STATION DESCRIPTION
 KA0414
 KA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0414'AT BLOOMINGTON.
 KA0414'AT BLOOMFIELD, 0.1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KA0414'FROM THE STATION AT BLOOMFIELD, SET IN THE TOP OF THE SOUTH END
 KA0414'OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER A ROAD LEADING
 KA0414'TO MINERAL, 26 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 KA0414'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 85
 KA0414'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0780 ***********************************************************************
 KA0780  DESIGNATION -  J 86
 KA0780  PID         -  KA0780
 KA0780  STATE/COUNTY-  IN/HENDRICKS
 KA0780  COUNTRY     -  US
 KA0780  USGS QUAD   -  DANVILLE (2019)
 KA0780
 KA0780                         *CURRENT SURVEY CONTROL
 KA0780  ______________________________________________________________________
 KA0780* NAD 83(1986) POSITION- 39 45 52.     (N) 086 32 01.     (W)   SCALED
 KA0780* NAVD 88 ORTHO HEIGHT -   283.503 (meters)      930.13  (feet) ADJUSTED
 KA0780  ______________________________________________________________________
 KA0780  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 KA0780  DYNAMIC HEIGHT  -        283.347 (meters)      929.61  (feet) COMP
 KA0780  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA0780
 KA0780  VERT ORDER      -  FIRST     CLASS II
 KA0780
 KA0780.The horizontal coordinates were scaled from a map and have
 KA0780.an estimated accuracy of +/- 6 seconds.
 KA0780
 KA0780.The orthometric height was determined by differential leveling and
 KA0780.adjusted by the NATIONAL GEODETIC SURVEY
 KA0780.in June 1991.
 KA0780
 KA0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0780.GEOID18 height accuracy estimate available here.
 KA0780
 KA0780.Click photographs - Photos may exist for this station.
 KA0780
 KA0780.The dynamic height is computed by dividing the NAVD 88
 KA0780.geopotential number by the normal gravity value computed on the
 KA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0780.degrees latitude (g = 980.6199 gals.).
 KA0780
 KA0780.The modeled gravity was interpolated from observed gravity values.
 KA0780
 KA0780;                    North         East    Units  Estimated Accuracy
 KA0780;SPC IN W     -   501,510.      947,100.      MT  (+/- 180 meters Scaled)
 KA0780
 KA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK399017(NAD 83)
 KA0780
 KA0780                          SUPERSEDED SURVEY CONTROL
 KA0780
 KA0780  NGVD 29 (??/??/92)  283.613  (m)          930.49   (f) ADJ UNCH    1 2
 KA0780
 KA0780.Superseded values are not recommended for survey control.
 KA0780
 KA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0780.See file dsdata.pdf to determine how the superseded data were derived.
 KA0780
 KA0780_MARKER: DB = BENCH MARK DISK
 KA0780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0780_SP_SET: HEADWALL
 KA0780_STAMPING: J 86 1946
 KA0780_MARK LOGO: CGS
 KA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0780+STABILITY: SURFACE MOTION
 KA0780
 KA0780  HISTORY     - Date     Condition        Report By
 KA0780  HISTORY     - 1946     MONUMENTED       CGS
 KA0780  HISTORY     - 1985     GOOD             NGS
 KA0780  HISTORY     - 20110713 MARK NOT FOUND   GEOCAC
 KA0780
 KA0780                          STATION DESCRIPTION
 KA0780
 KA0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0780'0.8 MI N FROM DANVILLE.
 KA0780'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY COURT
 KA0780'HOUSE AT DANVILLE, SET IN THE TOP OF THE NORTH END OF THE WEST
 KA0780'CONCRETE HEADWALL OF A 4-FOOT CORRUGATED STEEL PIPE CULVERT
 KA0780'SLANTING DIAGONALLY UNDER THE HIGHWAY FROM NORTHWEST TO SOUTHEAST,
 KA0780'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY 1.0 FOOT SOUTH OF
 KA0780'THE NORTH END OF THE HEADWALL, AND ABOUT 4 FEET LOWER THAN HIGHWAY
 KA0780'LEVEL.  A STANDARD DISK, STAMPED J 86 1946.
 KA0780
 KA0780                          STATION RECOVERY (1985)
 KA0780
 KA0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0780'RECOVERED IN GOOD CONDITION.
 KA0780
 KA0780                          STATION RECOVERY (2011)
 KA0780
 KA0780'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0780'THE HEADWALL IS TWO FEET BELOW ROAD LEVEL AND BURIED BY THE HILL AND
 KA0780'TREE OVERGROWTH.  MOST OF THE NORTHERN HEADWALL HAS BEEN BROKEN INTO
 KA0780'RUBBLE.  THE STATION MAY EXIST, BUT IS AT BEST DEEPLY BURIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0848 ***********************************************************************
 LB0848  DESIGNATION -  J 87
 LB0848  PID         -  LB0848
 LB0848  STATE/COUNTY-  IN/MONTGOMERY
 LB0848  COUNTRY     -  US
 LB0848  USGS QUAD   -  COLFAX (2019)
 LB0848
 LB0848                         *CURRENT SURVEY CONTROL
 LB0848  ______________________________________________________________________
 LB0848* NAD 83(2011) POSITION- 40 11 36.54460(N) 086 42 52.91365(W)   ADJUSTED
 LB0848* NAD 83(2011) ELLIP HT-   215.019 (meters)        (11/08/18)   ADJUSTED
 LB0848* NAD 83(2011) EPOCH   -  2010.00
 LB0848* NAVD 88 ORTHO HEIGHT -   248.642 (meters)      815.75  (feet) ADJUSTED
 LB0848  ______________________________________________________________________
 LB0848  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 LB0848  NAD 83(2011) X  -    279,607.310 (meters)                     COMP
 LB0848  NAD 83(2011) Y  - -4,871,016.085 (meters)                     COMP
 LB0848  NAD 83(2011) Z  -  4,094,558.577 (meters)                     COMP
 LB0848  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LB0848  DYNAMIC HEIGHT  -        248.511 (meters)      815.32  (feet) COMP
 LB0848  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 LB0848
 LB0848  VERT ORDER      -  SECOND    CLASS 0
 LB0848
 LB0848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0848  Standards:
 LB0848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0848  -------------------------------------------------------------------
 LB0848  NETWORK    0.29   0.67           0.13   0.10   0.34      0.06663609
 LB0848  -------------------------------------------------------------------
 LB0848  Click here for local accuracies and other accuracy information.
 LB0848
 LB0848.The horizontal coordinates were established by GPS observations
 LB0848.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 LB0848
 LB0848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0848.been affixed to the stable North American tectonic plate. See 
 LB0848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0848
 LB0848.The horizontal coordinates are valid at the epoch date displayed above
 LB0848.which is a decimal equivalence of Year/Month/Day.
 LB0848
 LB0848.The orthometric height was determined by differential leveling and
 LB0848.adjusted by the NATIONAL GEODETIC SURVEY
 LB0848.in June 1991.
 LB0848
 LB0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0848.GEOID18 height accuracy estimate available here.
 LB0848
 LB0848.Click photographs - Photos may exist for this station.
 LB0848
 LB0848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0848
 LB0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0848
 LB0848.The ellipsoidal height was determined by GPS observations
 LB0848.and is referenced to NAD 83.
 LB0848
 LB0848.The dynamic height is computed by dividing the NAVD 88
 LB0848.geopotential number by the normal gravity value computed on the
 LB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0848.degrees latitude (g = 980.6199 gals.).
 LB0848
 LB0848.The modeled gravity was interpolated from observed gravity values.
 LB0848
 LB0848. The following values were computed from the NAD 83(2011) position.
 LB0848
 LB0848;                    North         East     Units Scale Factor Converg.
 LB0848;SPC IN W     -   549,065.941   931,389.135   MT  0.99997879   +0 14 16.5
 LB0848;SPC IN W     - 1,801,393.84  3,055,732.52   sFT  0.99997879   +0 14 16.5
 LB0848;UTM  16      - 4,449,271.498   524,284.415   MT  0.99960726   +0 11 02.9
 LB0848
 LB0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0848!SPC IN W     -   0.99996627  x   0.99997879  =   0.99994506
 LB0848!UTM  16      -   0.99996627  x   0.99960726  =   0.99957354
 LB0848
 LB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2428449271(NAD 83)
 LB0848
 LB0848                          SUPERSEDED SURVEY CONTROL
 LB0848
 LB0848  NGVD 29 (??/??/92)  248.737  (m)          816.06   (f) ADJ UNCH    2 0
 LB0848
 LB0848.Superseded values are not recommended for survey control.
 LB0848
 LB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0848.See file dsdata.pdf to determine how the superseded data were derived.
 LB0848
 LB0848_MARKER: DB = BENCH MARK DISK
 LB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0848_STAMPING: J 87 1946
 LB0848_MARK LOGO: CGS
 LB0848_PROJECTION: FLUSH
 LB0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0848+STABILITY: SURFACE MOTION
 LB0848
 LB0848  HISTORY     - Date     Condition        Report By
 LB0848  HISTORY     - 1946     MONUMENTED       CGS
 LB0848  HISTORY     - 20170313 GOOD             INDOT
 LB0848
 LB0848                          STATION DESCRIPTION
 LB0848
 LB0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0848'2.6 MI NE FROM BOWERS.
 LB0848'ABOUT 0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LB0848'THE ROAD CROSSING AT BOWERS, THENCE ABOUT 2.05 MILES NORTH
 LB0848'ALONG A GRAVEL ROAD, AT THE INTERSECTION OF AN EAST-WEST BLACK
 LB0848'TOP ROAD, 50 FEET NORTHEAST OF THE INTERSECTION OF THE ROADS, 37
 LB0848'FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 34 FEET
 LB0848'EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE GRAVEL
 LB0848'ROAD, 22.5 FEET SOUTHWEST OF POWER POLE NO 143-427, 19 FEET
 LB0848'NORTHWEST OF POWER POLE NO. 147-168, AND 2 FEET NORTHWEST OF A
 LB0848'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 87 1946
 LB0848'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0848'GROUND.
 LB0848
 LB0848                          STATION RECOVERY (2017)
 LB0848
 LB0848'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (WN)
 LB0848'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 LB0848'DARLINGTON, 5.6 MI (9.0 KM) EAST OF KIRKPATRICK AND 2.5 MI (4.0 KM)
 LB0848'WEST OF COLFAX.
 LB0848'
 LB0848'TO REACH FROM THE INTERSECTION OF NORTH OAKLAND STREET AND WEST
 LB0848'JEFFERSON STREET IN COLFAX, TRAVEL SOUTHWEST ON WEST JEFFERSON STREET
 LB0848'0.1 MI (0.2 KM) TO WEST LINDEN STREET, TURN RIGHT (WEST) AND TRAVEL
 LB0848'0.1 MI (0.2 KM) TO WEST COUNTY ROAD 650 SOUTH, CONTINUE WEST ON WEST
 LB0848'COUNTY ROAD 650 SOUTH 1.2 MI (1.9 KM) TO THE MONUMENT ON THE RIGHT
 LB0848'(NORTH), LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 LB0848'NORTH COUNTY ROAD 1000 EAST AND WEST COUNTY ROAD 650 SOUTH.
 LB0848'
 LB0848'THE MONUMENT DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0794 ***********************************************************************
 LB0794  DESIGNATION -  J 88
 LB0794  PID         -  LB0794
 LB0794  STATE/COUNTY-  IN/TIPPECANOE
 LB0794  COUNTRY     -  US
 LB0794  USGS QUAD   -  STOCKWELL (2019)
 LB0794
 LB0794                         *CURRENT SURVEY CONTROL
 LB0794  ______________________________________________________________________
 LB0794* NAD 83(1986) POSITION- 40 15 31.     (N) 086 48 16.     (W)   SCALED
 LB0794* NAVD 88 ORTHO HEIGHT -   234.717 (meters)      770.07  (feet) ADJUSTED
 LB0794  ______________________________________________________________________
 LB0794  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 LB0794  DYNAMIC HEIGHT  -        234.596 (meters)      769.67  (feet) COMP
 LB0794  MODELED GRAVITY -    980,104.7   (mgal)                       NAVD 88
 LB0794
 LB0794  VERT ORDER      -  SECOND    CLASS 0
 LB0794
 LB0794.The horizontal coordinates were scaled from a map and have
 LB0794.an estimated accuracy of +/- 6 seconds.
 LB0794
 LB0794.The orthometric height was determined by differential leveling and
 LB0794.adjusted by the NATIONAL GEODETIC SURVEY
 LB0794.in June 1991.
 LB0794
 LB0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0794.GEOID18 height accuracy estimate available here.
 LB0794
 LB0794.Click photographs - Photos may exist for this station.
 LB0794
 LB0794.The dynamic height is computed by dividing the NAVD 88
 LB0794.geopotential number by the normal gravity value computed on the
 LB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0794.degrees latitude (g = 980.6199 gals.).
 LB0794
 LB0794.The modeled gravity was interpolated from observed gravity values.
 LB0794
 LB0794;                    North         East    Units  Estimated Accuracy
 LB0794;SPC IN W     -   556,270.      923,730.      MT  (+/- 180 meters Scaled)
 LB0794
 LB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK166564(NAD 83)
 LB0794
 LB0794                          SUPERSEDED SURVEY CONTROL
 LB0794
 LB0794  NGVD 29 (??/??/92)  234.807  (m)          770.36   (f) ADJ UNCH    2 0
 LB0794
 LB0794.Superseded values are not recommended for survey control.
 LB0794
 LB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0794.See file dsdata.pdf to determine how the superseded data were derived.
 LB0794
 LB0794_MARKER: DB = BENCH MARK DISK
 LB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0794_STAMPING: J 88 1946
 LB0794_MARK LOGO: CGS
 LB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0794+STABILITY: SURFACE MOTION
 LB0794
 LB0794  HISTORY     - Date     Condition        Report By
 LB0794  HISTORY     - 1946     MONUMENTED       CGS
 LB0794  HISTORY     - 1966     GOOD             CGS
 LB0794
 LB0794                          STATION DESCRIPTION
 LB0794
 LB0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0794'5.3 MI E FROM ROMNEY.
 LB0794'ABOUT 5.3 MILES EAST AONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0794'WITH STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.25 MILE EAST OF THE
 LB0794'INTERSECTION OF A GRAVEL ROAD RUNNING NORTH AND SOUTH, 73 FEET
 LB0794'EAST OF A POWER POLE, 54 FEET NORTH OF AND ABOUT LEVEL WITH THE
 LB0794'CENTER LINE OF THE HIGHWAY, 13.5 FEET WEST OF THE CENTER LINE
 LB0794'OF A PRIVATE ROAD, 2.5 FEET NORTHWEST OF A CONCRETE FENCE
 LB0794'CORNER POST, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 LB0794'NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CLARKS
 LB0794'HILL BY GOING 0.9 MILE NORTH ALONG A BLACK TOP ROAD, THENCE
 LB0794'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 28.  (1.0 MILE WEST OF
 LB0794'BENCH MARK G 88.)  A STANDARD DISK, STAMPED J 88 1946 AND SET
 LB0794'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0794
 LB0794                          STATION RECOVERY (1966)
 LB0794
 LB0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0830 ***********************************************************************
 LB0830  DESIGNATION -  J 89
 LB0830  PID         -  LB0830
 LB0830  STATE/COUNTY-  IN/TIPPECANOE
 LB0830  COUNTRY     -  US
 LB0830  USGS QUAD   -  LINDEN (2019)
 LB0830
 LB0830                         *CURRENT SURVEY CONTROL
 LB0830  ______________________________________________________________________
 LB0830* NAD 83(1986) POSITION- 40 13 18.     (N) 086 54 14.     (W)   SCALED
 LB0830* NAVD 88 ORTHO HEIGHT -   229.745 (meters)      753.76  (feet) ADJUSTED
 LB0830  ______________________________________________________________________
 LB0830  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 LB0830  DYNAMIC HEIGHT  -        229.627 (meters)      753.37  (feet) COMP
 LB0830  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LB0830
 LB0830  VERT ORDER      -  SECOND    CLASS 0
 LB0830
 LB0830.The horizontal coordinates were scaled from a map and have
 LB0830.an estimated accuracy of +/- 6 seconds.
 LB0830
 LB0830.The orthometric height was determined by differential leveling and
 LB0830.adjusted by the NATIONAL GEODETIC SURVEY
 LB0830.in June 1991.
 LB0830
 LB0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0830.GEOID18 height accuracy estimate available here.
 LB0830
 LB0830.Click photographs - Photos may exist for this station.
 LB0830
 LB0830.The dynamic height is computed by dividing the NAVD 88
 LB0830.geopotential number by the normal gravity value computed on the
 LB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0830.degrees latitude (g = 980.6199 gals.).
 LB0830
 LB0830.The modeled gravity was interpolated from observed gravity values.
 LB0830
 LB0830;                    North         East    Units  Estimated Accuracy
 LB0830;SPC IN W     -   552,150.      915,270.      MT  (+/- 180 meters Scaled)
 LB0830
 LB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081523(NAD 83)
 LB0830
 LB0830                          SUPERSEDED SURVEY CONTROL
 LB0830
 LB0830  NGVD 29 (??/??/92)  229.832  (m)          754.04   (f) ADJ UNCH    2 0
 LB0830
 LB0830.Superseded values are not recommended for survey control.
 LB0830
 LB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0830.See file dsdata.pdf to determine how the superseded data were derived.
 LB0830
 LB0830_MARKER: DB = BENCH MARK DISK
 LB0830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0830_SP_SET: BOX CULVERT HEADWALL
 LB0830_STAMPING: J 89 1946
 LB0830_MARK LOGO: CGS
 LB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0830+STABILITY: SURFACE MOTION
 LB0830
 LB0830  HISTORY     - Date     Condition        Report By
 LB0830  HISTORY     - 1946     MONUMENTED       CGS
 LB0830  HISTORY     - 1962     GOOD             USGS
 LB0830
 LB0830                          STATION DESCRIPTION
 LB0830
 LB0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0830'2 MI S FROM ROMNEY.
 LB0830'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0830'OFFICE AT ROMNEY, ABOUT 2.35 MILES NORTH OF THE METHODIST CHURCH
 LB0830'AT LINDEN, 0.5 MILE NORTH OF THE TIPPECANOE-MONTGOMERY COUNTY
 LB0830'LINE, SET IN THE NORTH END OF THE WEST HEAD WALL OF A 3 FOOT
 LB0830'CONCRETE BOX CULVERT, 20.5 FEET WEST OF THE CENTER LINE OF THE
 LB0830'HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL, AND
 LB0830'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 89 1946.
 LB0830
 LB0830                          STATION RECOVERY (1962)
 LB0830
 LB0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LB0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2075 ***********************************************************************
 JZ2075  DESIGNATION -  J 9
 JZ2075  PID         -  JZ2075
 JZ2075  STATE/COUNTY-  IN/SHELBY
 JZ2075  COUNTRY     -  US
 JZ2075  USGS QUAD   -  HOPE (2019)
 JZ2075
 JZ2075                         *CURRENT SURVEY CONTROL
 JZ2075  ______________________________________________________________________
 JZ2075* NAD 83(1986) POSITION- 39 21 53.68   (N) 085 49 52.68   (W)   HD_HELD1
 JZ2075* NAVD 88 ORTHO HEIGHT -   210.930 (meters)      692.03  (feet) ADJUSTED
 JZ2075  ______________________________________________________________________
 JZ2075  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 JZ2075  DYNAMIC HEIGHT  -        210.802 (meters)      691.61  (feet) COMP
 JZ2075  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 JZ2075
 JZ2075  VERT ORDER      -  FIRST     CLASS II
 JZ2075
 JZ2075.The horizontal coordinates were determined by differentially corrected
 JZ2075.hand held GPS observations or other comparable positioning techniques
 JZ2075.and have an estimated accuracy of +/- 3 meters.
 JZ2075
 JZ2075.The orthometric height was determined by differential leveling and
 JZ2075.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2075.in June 1991.
 JZ2075
 JZ2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2075.GEOID18 height accuracy estimate available here.
 JZ2075
 JZ2075.Click photographs - Photos may exist for this station.
 JZ2075
 JZ2075.The dynamic height is computed by dividing the NAVD 88
 JZ2075.geopotential number by the normal gravity value computed on the
 JZ2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2075.degrees latitude (g = 980.6199 gals.).
 JZ2075
 JZ2075.The modeled gravity was interpolated from observed gravity values.
 JZ2075
 JZ2075;                    North         East    Units  Estimated Accuracy
 JZ2075;SPC IN E     -   457,019.9      85,812.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2075
 JZ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0067957923(NAD 83)
 JZ2075
 JZ2075                          SUPERSEDED SURVEY CONTROL
 JZ2075
 JZ2075  NGVD 29 (??/??/92)  211.046  (m)          692.41   (f) ADJ UNCH    1 2
 JZ2075
 JZ2075.Superseded values are not recommended for survey control.
 JZ2075
 JZ2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2075.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2075
 JZ2075_MARKER: DB = BENCH MARK DISK
 JZ2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2075_STAMPING: ELEV 692.407 FT 211.046 M J 9 1930
 JZ2075_MARK LOGO: CGS
 JZ2075_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2075+STABILITY: SURFACE MOTION
 JZ2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2075+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2022
 JZ2075
 JZ2075  HISTORY     - Date     Condition        Report By
 JZ2075  HISTORY     - 1930     MONUMENTED       CGS
 JZ2075  HISTORY     - 1947     GOOD             CGS
 JZ2075  HISTORY     - 1984     GOOD             INDNR
 JZ2075  HISTORY     - 20030327 GOOD             INDNR
 JZ2075  HISTORY     - 20061102 GOOD             INDNR
 JZ2075  HISTORY     - 20100317 GOOD             AEROME
 JZ2075  HISTORY     - 20110706 GOOD             INDIV
 JZ2075  HISTORY     - 20160726 GOOD             INDOT
 JZ2075  HISTORY     - 20220523 GOOD             INDOT
 JZ2075
 JZ2075                          STATION DESCRIPTION
 JZ2075
 JZ2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2075'AT FLAT ROCK.
 JZ2075'AT FLAT ROCK, ABOUT 2 1/2 RAILS NORTH OF THE MAIN STREET
 JZ2075'CROSSING OF THE PENNSYLVANIA RAILROAD, 126 FEET NORTH AND ACROSS
 JZ2075'THE STREET FROM THE NORTHEAST CORNER OF THE STATION, 11 FEET
 JZ2075'WEST OF THE WEST RAIL OF THE MAIN TRACK, 69 FEET NORTH OF THE
 JZ2075'NORTHEAST CORNER OF MOHRS HARDWARE STORE, 15.5 FEET SOUTH OF A
 JZ2075'TELEGRAPH POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 JZ2075'FOOT BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2075'PROJECTING ABOUT 5 INCHES.
 JZ2075
 JZ2075                          STATION RECOVERY (1984)
 JZ2075
 JZ2075'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 JZ2075'THE RAILROAD IS ABAND. AND THE RAILS REMOVED. THE WITNESS POST IS
 JZ2075'GONE. THE MARK IS APPROX. 15 FT. WEST OF THE CENTERLINE OF THE DIRT
 JZ2075'ROAD ALONG THE OLD ABAND. RAILROAD GRADE.
 JZ2075
 JZ2075                          STATION RECOVERY (2003)
 JZ2075
 JZ2075'RECOVERY NOTE BY IN DEPT OF NAT RES 2003 (RWW)
 JZ2075'RECOVERED IN GOOD CONDITION.
 JZ2075
 JZ2075                          STATION RECOVERY (2006)
 JZ2075
 JZ2075'RECOVERY NOTE BY IN DEPT OF NAT RES 2006 (RWW)
 JZ2075'RECOVERED IN GOOD CONDITION.
 JZ2075
 JZ2075                          STATION RECOVERY (2010)
 JZ2075
 JZ2075'RECOVERY NOTE BY AERO METRIC INC 2010
 JZ2075'RECOVERED IN GOOD CONDITION.
 JZ2075
 JZ2075                          STATION RECOVERY (2011)
 JZ2075
 JZ2075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2075'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JZ2075
 JZ2075                          STATION RECOVERY (2016)
 JZ2075
 JZ2075'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (JK)
 JZ2075'RECOVERED AS DESCRIBED.
 JZ2075
 JZ2075                          STATION RECOVERY (2022)
 JZ2075
 JZ2075'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2075'MARK WAS FOUND ALONG STATE ROAD 252 AT FLATROCK, 325 FT (99.1 M) EAST
 JZ2075'FROM UNION STREET, 185.5 FT (56.5 M) NORTH FROM STATE ROAD 252 ALONG
 JZ2075'THE WEST EDGE OF A GRAVEL DRIVE.  48.8 FT (14.9 M) NORTHEAST OF THE
 JZ2075'SOUTHEAST CORNER OF A METAL POLE BARN, 23.3 FT (7.1 M) SOUTHEAST OF A
 JZ2075'STEEL CAST WELL HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0063 ***********************************************************************
 LB0063  DESIGNATION -  J 91 RESET
 LB0063  PID         -  LB0063
 LB0063  STATE/COUNTY-  IN/CASS
 LB0063  COUNTRY     -  US
 LB0063  USGS QUAD   -  ANOKA (2019)
 LB0063
 LB0063                         *CURRENT SURVEY CONTROL
 LB0063  ______________________________________________________________________
 LB0063* NAD 83(1986) POSITION- 40 43 58.     (N) 086 18 46.     (W)   SCALED
 LB0063* NAVD 88 ORTHO HEIGHT -   196.17  (meters)      643.6   (feet) RESET
 LB0063  ______________________________________________________________________
 LB0063  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LB0063  VERT ORDER      -  THIRD
 LB0063
 LB0063.The horizontal coordinates were scaled from a map and have
 LB0063.an estimated accuracy of +/- 6 seconds.
 LB0063
 LB0063.The orthometric height was computed from unverified reset data.
 LB0063
 LB0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0063.GEOID18 height accuracy estimate available here.
 LB0063
 LB0063.Click photographs - Photos may exist for this station.
 LB0063
 LB0063;                    North         East    Units  Estimated Accuracy
 LB0063;SPC IN E     -   609,090.       45,420.      MT  (+/- 180 meters Scaled)
 LB0063
 LB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL580093(NAD 83)
 LB0063
 LB0063                          SUPERSEDED SURVEY CONTROL
 LB0063
 LB0063.No superseded survey control is available for this station.
 LB0063
 LB0063_MARKER: DB = BENCH MARK DISK
 LB0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0063_SP_SET: BRIDGE ABUTMENT
 LB0063_STAMPING: J 91 RESET 1946
 LB0063_MARK LOGO: CGS
 LB0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0063
 LB0063  HISTORY     - Date     Condition        Report By
 LB0063  HISTORY     - 1946     MONUMENTED       PRR
 LB0063
 LB0063                          STATION DESCRIPTION
 LB0063
 LB0063'DESCRIBED BY PENNSYLVANIA RAILROAD 1946
 LB0063'3.4 MI SE FROM LOGANSPORT.
 LB0063'3.4 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0063'PENNSYLVANIA RAILRAOD FROM THE STATION AT LOGANSPORT, CASS COUNTY,
 LB0063'1.5 MILES NORTHWEST OF THE STATION AT ANOKA JUNCTION, 70 YARDS
 LB0063'NORTHWEST OF MILEPOST C 194, 67 YARDS NORTHWEST OF THE CENTER
 LB0063'OF A GRAVEL-ROAD CROSSING, AT BRIDGE 194.04, AND IN THE TOP OF
 LB0063'THE SOUTHWEST END OF THE NORTHWEST ABUTMENT.  A STANDARD DISK,
 LB0063'STAMPED J 91 RESET 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1670 ***********************************************************************
 HZ1670  DESIGNATION -  J 92
 HZ1670  PID         -  HZ1670
 HZ1670  STATE/COUNTY-  IN/JENNINGS
 HZ1670  COUNTRY     -  US
 HZ1670  USGS QUAD   -  HAYDEN (2019)
 HZ1670
 HZ1670                         *CURRENT SURVEY CONTROL
 HZ1670  ______________________________________________________________________
 HZ1670* NAD 83(1986) POSITION- 38 58 48.75   (N) 085 42 14.57   (W)   HD_HELD1
 HZ1670* NAVD 88 ORTHO HEIGHT -   201.246 (meters)      660.25  (feet) ADJUSTED
 HZ1670  ______________________________________________________________________
 HZ1670  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 HZ1670  DYNAMIC HEIGHT  -        201.119 (meters)      659.84  (feet) COMP
 HZ1670  MODELED GRAVITY -    979,991.9   (mgal)                       NAVD 88
 HZ1670
 HZ1670  VERT ORDER      -  FIRST     CLASS II
 HZ1670
 HZ1670.The horizontal coordinates were determined by differentially corrected
 HZ1670.hand held GPS observations or other comparable positioning techniques
 HZ1670.and have an estimated accuracy of +/- 3 meters.
 HZ1670
 HZ1670.The orthometric height was determined by differential leveling and
 HZ1670.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1670.in June 1991.
 HZ1670
 HZ1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1670.GEOID18 height accuracy estimate available here.
 HZ1670
 HZ1670.Click photographs - Photos may exist for this station.
 HZ1670
 HZ1670.The dynamic height is computed by dividing the NAVD 88
 HZ1670.geopotential number by the normal gravity value computed on the
 HZ1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1670.degrees latitude (g = 980.6199 gals.).
 HZ1670
 HZ1670.The modeled gravity was interpolated from observed gravity values.
 HZ1670
 HZ1670;                    North         East    Units  Estimated Accuracy
 HZ1670;SPC IN E     -   414,299.9      96,761.1     MT  (+/- 3 meters HH1 GPS) 
 HZ1670
 HZ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1225215378(NAD 83)
 HZ1670
 HZ1670                          SUPERSEDED SURVEY CONTROL
 HZ1670
 HZ1670  NGVD 29 (??/??/92)  201.367  (m)          660.65   (f) ADJ UNCH    1 2
 HZ1670
 HZ1670.Superseded values are not recommended for survey control.
 HZ1670
 HZ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1670.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1670
 HZ1670_MARKER: DB = BENCH MARK DISK
 HZ1670_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ1670+WITH SETTING: PAVEMENT
 HZ1670_SP_SET: SIGNAL TOWER
 HZ1670_STAMPING: J 92 1938
 HZ1670_MARK LOGO: CGS
 HZ1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1670+STABILITY: SURFACE MOTION
 HZ1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1670+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2010
 HZ1670
 HZ1670  HISTORY     - Date     Condition        Report By
 HZ1670  HISTORY     - 1938     MONUMENTED       CGS
 HZ1670  HISTORY     - 1947     GOOD             CGS
 HZ1670  HISTORY     - 20100111 GOOD             INDIV
 HZ1670
 HZ1670                          STATION DESCRIPTION
 HZ1670
 HZ1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HZ1670'5.1 MI W FROM NORTH VERNON.
 HZ1670'5.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HZ1670'STATION AT NORTH VERNON, JENNINGS COUNTY, 1.8 MILES EAST OF THE
 HZ1670'FLAG STOP AT HAYDEN, 8 POLES WEST OF MILEPOST 77, AT SIGNAL
 HZ1670'TOWER 77.1, IN THE TOP OF THE SOUTHEAST CORNER, 14 FEET NORTH OF
 HZ1670'THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 HZ1670'STAMPED J 92 1938.
 HZ1670
 HZ1670                          STATION RECOVERY (2010)
 HZ1670
 HZ1670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1870 ***********************************************************************
 JZ1870  DESIGNATION -  J 93 RESET
 JZ1870  PID         -  JZ1870
 JZ1870  STATE/COUNTY-  IN/RIPLEY
 JZ1870  COUNTRY     -  US
 JZ1870  USGS QUAD   -  VERSAILLES (2019)
 JZ1870
 JZ1870                         *CURRENT SURVEY CONTROL
 JZ1870  ______________________________________________________________________
 JZ1870* NAD 83(1986) POSITION- 39 05 10.     (N) 085 21 25.     (W)   SCALED
 JZ1870* NAVD 88 ORTHO HEIGHT -   288.19  (+/-2cm)      945.5   (feet) VERTCON3
 JZ1870  ______________________________________________________________________
 JZ1870  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ1870  VERT ORDER      -  THIRD (See Below)
 JZ1870
 JZ1870.The horizontal coordinates were scaled from a map and have
 JZ1870.an estimated accuracy of +/- 6 seconds.
 JZ1870
 JZ1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1870
 JZ1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1870.GEOID18 height accuracy estimate available here.
 JZ1870
 JZ1870.The vertical order pertains to the NGVD 29 superseded value.
 JZ1870
 JZ1870.Click photographs - Photos may exist for this station.
 JZ1870
 JZ1870;                    North         East    Units  Estimated Accuracy
 JZ1870;SPC IN E     -   426,100.      126,800.      MT  (+/- 180 meters Scaled)
 JZ1870
 JZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ421276(NAD 83)
 JZ1870
 JZ1870                          SUPERSEDED SURVEY CONTROL
 JZ1870
 JZ1870  NGVD 29 (??/??/??)  288.32   (m)          945.9    (f) RESET       3  
 JZ1870
 JZ1870.Superseded values are not recommended for survey control.
 JZ1870
 JZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1870.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1870
 JZ1870_MARKER: DB = BENCH MARK DISK
 JZ1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1870_STAMPING: J 93 RESET 1957
 JZ1870_MARK LOGO: CGS
 JZ1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1870+STABILITY: SURFACE MOTION
 JZ1870
 JZ1870  HISTORY     - Date     Condition        Report By
 JZ1870  HISTORY     - 1957     MONUMENTED       CGS
 JZ1870  HISTORY     - 1957     GOOD             CGS
 JZ1870
 JZ1870                          STATION DESCRIPTION
 JZ1870
 JZ1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1870'4.5 MI SW FROM OSGOOD.
 JZ1870'4.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAIL ROAD
 JZ1870'FROM THE STATION AT OSGOOD, 1.8 MILES NORTHEAST OF HOLTON, 0.6
 JZ1870'MILE WEST OF DABNEY, 0.2 MILE WEST OF MILE POST C 56, 19.3
 JZ1870'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7.9 FEET NORTH OF THE
 JZ1870'SOUTH RIGHT-OF-WAY FENCE LINE, 5.4 FEET WEST OF THE CENTER OF
 JZ1870'TELEPHONE POLE NO. 56-11, 1.5 FEET ABOVE LEVEL OF TRACK, SET IN
 JZ1870'THE TOP OF A PRE-CAST POST PROJECTING 6 INCHES.  NOTE-- THESE
 JZ1870'POLES ARE NUMBERED EVERY TENTH POLE FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1693 ***********************************************************************
 LB1693  DESIGNATION -  J 94
 LB1693  PID         -  LB1693
 LB1693  STATE/COUNTY-  IN/TIPPECANOE
 LB1693  COUNTRY     -  US
 LB1693  USGS QUAD   -  WESTPOINT (2019)
 LB1693
 LB1693                         *CURRENT SURVEY CONTROL
 LB1693  ______________________________________________________________________
 LB1693* NAD 83(1986) POSITION- 40 15 32.     (N) 087 04 38.     (W)   SCALED
 LB1693* NAVD 88 ORTHO HEIGHT -   219.248 (meters)      719.32  (feet) ADJUSTED
 LB1693  ______________________________________________________________________
 LB1693  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 LB1693  DYNAMIC HEIGHT  -        219.138 (meters)      718.96  (feet) COMP
 LB1693  MODELED GRAVITY -    980,117.7   (mgal)                       NAVD 88
 LB1693
 LB1693  VERT ORDER      -  SECOND    CLASS 0
 LB1693
 LB1693.The horizontal coordinates were scaled from a map and have
 LB1693.an estimated accuracy of +/- 6 seconds.
 LB1693
 LB1693.The orthometric height was determined by differential leveling and
 LB1693.adjusted by the NATIONAL GEODETIC SURVEY
 LB1693.in June 1991.
 LB1693
 LB1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1693.GEOID18 height accuracy estimate available here.
 LB1693
 LB1693.Click photographs - Photos may exist for this station.
 LB1693
 LB1693.The dynamic height is computed by dividing the NAVD 88
 LB1693.geopotential number by the normal gravity value computed on the
 LB1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1693.degrees latitude (g = 980.6199 gals.).
 LB1693
 LB1693.The modeled gravity was interpolated from observed gravity values.
 LB1693
 LB1693;                    North         East    Units  Estimated Accuracy
 LB1693;SPC IN W     -   556,260.      900,520.      MT  (+/- 180 meters Scaled)
 LB1693
 LB1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK934564(NAD 83)
 LB1693
 LB1693                          SUPERSEDED SURVEY CONTROL
 LB1693
 LB1693  NGVD 29 (??/??/92)  219.331  (m)          719.59   (f) ADJ UNCH    2 0
 LB1693
 LB1693.Superseded values are not recommended for survey control.
 LB1693
 LB1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1693.See file dsdata.pdf to determine how the superseded data were derived.
 LB1693
 LB1693_MARKER: DB = BENCH MARK DISK
 LB1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1693_SP_SET: BRIDGE
 LB1693_STAMPING: J 94 1946
 LB1693_MARK LOGO: CGS
 LB1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1693
 LB1693  HISTORY     - Date     Condition        Report By
 LB1693  HISTORY     - 1946     MONUMENTED       CGS
 LB1693
 LB1693                          STATION DESCRIPTION
 LB1693
 LB1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1693'2 MI S FROM ODELL.
 LB1693'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION
 LB1693'OF STATE HIGHWAY 28 AT ODELL, SET IN THE EAST END OF THE NORTHWEST
 LB1693'WING WALL OF A CONCRETE BRIDGE, 300 FEET SOUTH OF THE JUNCTION OF
 LB1693'A ROAD LEADING EAST, 18 FEET WEST OF THE CENTER LINE OF THE
 LB1693'HIGHWAY, 0.6 FOOT WEST OF THE CONCRETE BANISTER, AND ABOUT LEVEL
 LB1693'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1922 ***********************************************************************
 JZ1922  DESIGNATION -  J 94
 JZ1922  PID         -  JZ1922
 JZ1922  STATE/COUNTY-  IN/DEARBORN
 JZ1922  COUNTRY     -  US
 JZ1922  USGS QUAD   -  DILLSBORO (2019)
 JZ1922
 JZ1922                         *CURRENT SURVEY CONTROL
 JZ1922  ______________________________________________________________________
 JZ1922* NAD 83(1986) POSITION- 39 01 50.     (N) 085 02 19.     (W)   SCALED
 JZ1922* NAVD 88 ORTHO HEIGHT -   187.216 (meters)      614.22  (feet) POSTED
 JZ1922  ______________________________________________________________________
 JZ1922  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 JZ1922  DYNAMIC HEIGHT  -        187.10  (meters)      613.8   (feet) COMP
 JZ1922  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 JZ1922
 JZ1922  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1922
 JZ1922.The horizontal coordinates were scaled from a map and have
 JZ1922.an estimated accuracy of +/- 6 seconds.
 JZ1922
 JZ1922.The orthometric height was determined by differential leveling
 JZ1922.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1922
 JZ1922.* This is a POSTED BENCH MARK height.
 JZ1922
 JZ1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1922.GEOID18 height accuracy estimate available here.
 JZ1922
 JZ1922.Click photographs - Photos may exist for this station.
 JZ1922
 JZ1922.The dynamic height is computed by dividing the NAVD 88
 JZ1922.geopotential number by the normal gravity value computed on the
 JZ1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1922.degrees latitude (g = 980.6199 gals.).
 JZ1922
 JZ1922.The modeled gravity was interpolated from observed gravity values.
 JZ1922
 JZ1922;                    North         East    Units  Estimated Accuracy
 JZ1922;SPC IN E     -   420,080.      154,380.      MT  (+/- 180 meters Scaled)
 JZ1922
 JZ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ697219(NAD 83)
 JZ1922
 JZ1922                          SUPERSEDED SURVEY CONTROL
 JZ1922
 JZ1922  NGVD 29 (??/??/92)  187.409  (m)          614.86   (f) ADJ UNCH    1 2
 JZ1922
 JZ1922.Superseded values are not recommended for survey control.
 JZ1922
 JZ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1922.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1922
 JZ1922_MARKER: DB = BENCH MARK DISK
 JZ1922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1922_SP_SET: CURB
 JZ1922_STAMPING: J 94 1938
 JZ1922_MARK LOGO: CGS
 JZ1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1922
 JZ1922  HISTORY     - Date     Condition        Report By
 JZ1922  HISTORY     - 1938     MONUMENTED       CGS
 JZ1922
 JZ1922                          STATION DESCRIPTION
 JZ1922
 JZ1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1922'AT DILLSBORO.
 JZ1922'AT DILLSBORO, DEARBORN COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ1922'AT THE WEST END OF THE STATION PLATFORM, IN THE TOP OF THE SOUTH
 JZ1922'CURB, OPPOSITE POLE 33/40, AND 12 FEET SOUTH OF THE SOUTH RAIL.
 JZ1922'A STANDARD DISK, STAMPED J 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1642 ***********************************************************************
 LB1642  DESIGNATION -  J 95
 LB1642  PID         -  LB1642
 LB1642  STATE/COUNTY-  IN/TIPPECANOE
 LB1642  COUNTRY     -  US
 LB1642  USGS QUAD   -  WESTPOINT (2019)
 LB1642
 LB1642                         *CURRENT SURVEY CONTROL
 LB1642  ______________________________________________________________________
 LB1642* NAD 83(1986) POSITION- 40 20 34.     (N) 087 03 30.     (W)   SCALED
 LB1642* NAVD 88 ORTHO HEIGHT -   187.852 (meters)      616.31  (feet) ADJUSTED
 LB1642  ______________________________________________________________________
 LB1642  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 LB1642  DYNAMIC HEIGHT  -        187.760 (meters)      616.01  (feet) COMP
 LB1642  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB1642
 LB1642  VERT ORDER      -  SECOND    CLASS 0
 LB1642
 LB1642.The horizontal coordinates were scaled from a map and have
 LB1642.an estimated accuracy of +/- 6 seconds.
 LB1642
 LB1642.The orthometric height was determined by differential leveling and
 LB1642.adjusted by the NATIONAL GEODETIC SURVEY
 LB1642.in June 1991.
 LB1642
 LB1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1642.GEOID18 height accuracy estimate available here.
 LB1642
 LB1642.Click photographs - Photos may exist for this station.
 LB1642
 LB1642.The dynamic height is computed by dividing the NAVD 88
 LB1642.geopotential number by the normal gravity value computed on the
 LB1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1642.degrees latitude (g = 980.6199 gals.).
 LB1642
 LB1642.The modeled gravity was interpolated from observed gravity values.
 LB1642
 LB1642;                    North         East    Units  Estimated Accuracy
 LB1642;SPC IN W     -   565,580.      902,120.      MT  (+/- 180 meters Scaled)
 LB1642
 LB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950658(NAD 83)
 LB1642
 LB1642                          SUPERSEDED SURVEY CONTROL
 LB1642
 LB1642  NGVD 29 (??/??/92)  187.934  (m)          616.58   (f) ADJ UNCH    2 0
 LB1642
 LB1642.Superseded values are not recommended for survey control.
 LB1642
 LB1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1642.See file dsdata.pdf to determine how the superseded data were derived.
 LB1642
 LB1642_MARKER: DB = BENCH MARK DISK
 LB1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1642_STAMPING: J 95 1946
 LB1642_MARK LOGO: CGS
 LB1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1642+STABILITY: SURFACE MOTION
 LB1642
 LB1642  HISTORY     - Date     Condition        Report By
 LB1642  HISTORY     - 1946     MONUMENTED       CGS
 LB1642
 LB1642                          STATION DESCRIPTION
 LB1642
 LB1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1642'1.1 MI SW FROM WEST POINT.
 LB1642'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1642'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 0.7 MILE WEST ALONG
 LB1642'A GRAVEL ROAD LEADING TO ATTICA, ABOUT 115 FEET SOUTHEAST OF THE
 LB1642'SOUTHEAST CORNER OF AN IMMITATION BRICK HOUSE, 42 FEET NORTHWEST
 LB1642'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 30 FEET SOUTHEAST
 LB1642'OF A 10 INCH LOCUST TREE, 21 FEET NORTH OF THE CENTER LINE OF
 LB1642'THE ROAD, 4 FEET NORTH OF A FENCE CORNER POST, AND 2 FEET NORTH
 LB1642'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 95
 LB1642'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1642'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1680 ***********************************************************************
 LB1680  DESIGNATION -  J 96
 LB1680  PID         -  LB1680
 LB1680  STATE/COUNTY-  IN/MONTGOMERY
 LB1680  COUNTRY     -  US
 LB1680  USGS QUAD   -  WINGATE (2019)
 LB1680
 LB1680                         *CURRENT SURVEY CONTROL
 LB1680  ______________________________________________________________________
 LB1680* NAD 83(1986) POSITION- 40 08 05.31   (N) 087 01 28.07   (W)   HD_HELD1
 LB1680* NAVD 88 ORTHO HEIGHT -   252.027 (meters)      826.86  (feet) ADJUSTED
 LB1680  ______________________________________________________________________
 LB1680  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 LB1680  DYNAMIC HEIGHT  -        251.894 (meters)      826.42  (feet) COMP
 LB1680  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 LB1680
 LB1680  VERT ORDER      -  SECOND    CLASS 0
 LB1680
 LB1680.The horizontal coordinates were determined by differentially corrected
 LB1680.hand held GPS observations or other comparable positioning techniques
 LB1680.and have an estimated accuracy of +/- 3 meters.
 LB1680
 LB1680.The orthometric height was determined by differential leveling and
 LB1680.adjusted by the NATIONAL GEODETIC SURVEY
 LB1680.in June 1991.
 LB1680
 LB1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1680.GEOID18 height accuracy estimate available here.
 LB1680
 LB1680.Click photographs - Photos may exist for this station.
 LB1680
 LB1680.The dynamic height is computed by dividing the NAVD 88
 LB1680.geopotential number by the normal gravity value computed on the
 LB1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1680.degrees latitude (g = 980.6199 gals.).
 LB1680
 LB1680.The modeled gravity was interpolated from observed gravity values.
 LB1680
 LB1680;                    North         East    Units  Estimated Accuracy
 LB1680;SPC IN W     -   542,487.4     905,017.0     MT  (+/- 3 meters HH1 GPS) 
 LB1680
 LB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9791542720(NAD 83)
 LB1680
 LB1680                          SUPERSEDED SURVEY CONTROL
 LB1680
 LB1680  NGVD 29 (??/??/92)  252.108  (m)          827.12   (f) ADJ UNCH    2 0
 LB1680
 LB1680.Superseded values are not recommended for survey control.
 LB1680
 LB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1680.See file dsdata.pdf to determine how the superseded data were derived.
 LB1680
 LB1680_MARKER: DB = BENCH MARK DISK
 LB1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1680_STAMPING: J 96 1946
 LB1680_MARK LOGO: CGS
 LB1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1680+STABILITY: SURFACE MOTION
 LB1680
 LB1680  HISTORY     - Date     Condition        Report By
 LB1680  HISTORY     - 1946     MONUMENTED       CGS
 LB1680
 LB1680                          STATION DESCRIPTION
 LB1680
 LB1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1680'0.6 MI W FROM ELMDALE.
 LB1680'ABOUT 0.6 MILE WEST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB1680'JUNCTION OF STATE HIGHWAY 55 AT ELMDALE, ABOUT 165 FEET NORTHEAST
 LB1680'OF A TWO STORY HOUSE, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LB1680'ROAD, 2.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 LB1680'OF A T IRON FENCE CORNER POST, 2 FEET SOUTH OF A WHITE WOODEN
 LB1680'WITNESS POST, AND ABOUT 1 FOOT BELOW THE ROAD.  A STANDARD DISK,
 LB1680'STAMPED J 96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1680'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1729 ***********************************************************************
 LB1729  DESIGNATION -  J 97
 LB1729  PID         -  LB1729
 LB1729  STATE/COUNTY-  IN/WARREN
 LB1729  COUNTRY     -  US
 LB1729  USGS QUAD   -  CHATTERTON (2019)
 LB1729
 LB1729                         *CURRENT SURVEY CONTROL
 LB1729  ______________________________________________________________________
 LB1729* NAD 83(1986) POSITION- 40 25 04.     (N) 087 13 08.     (W)   SCALED
 LB1729* NAVD 88 ORTHO HEIGHT -   215.303 (meters)      706.37  (feet) ADJUSTED
 LB1729  ______________________________________________________________________
 LB1729  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 LB1729  DYNAMIC HEIGHT  -        215.195 (meters)      706.02  (feet) COMP
 LB1729  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LB1729
 LB1729  VERT ORDER      -  SECOND    CLASS 0
 LB1729
 LB1729.The horizontal coordinates were scaled from a map and have
 LB1729.an estimated accuracy of +/- 6 seconds.
 LB1729
 LB1729.The orthometric height was determined by differential leveling and
 LB1729.adjusted by the NATIONAL GEODETIC SURVEY
 LB1729.in June 1991.
 LB1729
 LB1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1729.GEOID18 height accuracy estimate available here.
 LB1729
 LB1729.Click photographs - Photos may exist for this station.
 LB1729
 LB1729.The dynamic height is computed by dividing the NAVD 88
 LB1729.geopotential number by the normal gravity value computed on the
 LB1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1729.degrees latitude (g = 980.6199 gals.).
 LB1729
 LB1729.The modeled gravity was interpolated from observed gravity values.
 LB1729
 LB1729;                    North         East    Units  Estimated Accuracy
 LB1729;SPC IN W     -   573,910.      888,500.      MT  (+/- 180 meters Scaled)
 LB1729
 LB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK814741(NAD 83)
 LB1729
 LB1729                          SUPERSEDED SURVEY CONTROL
 LB1729
 LB1729  NGVD 29 (??/??/92)  215.369  (m)          706.59   (f) ADJ UNCH    2 0
 LB1729
 LB1729.Superseded values are not recommended for survey control.
 LB1729
 LB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1729.See file dsdata.pdf to determine how the superseded data were derived.
 LB1729
 LB1729_MARKER: DB = BENCH MARK DISK
 LB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1729_STAMPING: J 97 1946
 LB1729_MARK LOGO: CGS
 LB1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1729+STABILITY: SURFACE MOTION
 LB1729
 LB1729  HISTORY     - Date     Condition        Report By
 LB1729  HISTORY     - 1946     MONUMENTED       CGS
 LB1729
 LB1729                          STATION DESCRIPTION
 LB1729
 LB1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1729'5.7 MI SE FROM RAINSVILLE.
 LB1729'ABOUT 0.35 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE PINE
 LB1729'TOWNSHIP SCHOOL AT RAINSVILLE, THENCE ABOUT 5.35 MILES EAST
 LB1729'ALONG A GRAVEL ROAD, ABOUT 6.65 MILES SOUTHWEST OF THE MASONIC
 LB1729'BUILDING AT GREEN HILL, ABOUT 1.1 MILE EAST OF A BLACK TOP ROAD
 LB1729'CROSSING, ABOUT 0.6 MILE WEST OF THE ENTRANCE TO THE MOUND
 LB1729'CEMETERY, IN A BARN LOT, 77 FEET SOUTHWEST OF THE SOUTHWEST LEG
 LB1729'OF A WINDMILL, 28 FEET EAST OF THE CENTER LINE OF A GRAVEL
 LB1729'DRIVE TO A WHITE HOUSE, 23 FEET NORTH OF THE CENTER LINE OF THE
 LB1729'ROAD, 10.5 FEET EAST OF THE CENTER OF A GATE LEADING TO THE BARN
 LB1729'LOT, 1 FOOT NORTH OF A BOARD FENCE, 2 FEET NORTH OF A WHITE
 LB1729'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB1729'DISK, STAMPED J 97 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1729'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1517 ***********************************************************************
 LB1517  DESIGNATION -  J 98
 LB1517  PID         -  LB1517
 LB1517  STATE/COUNTY-  IN/WARREN
 LB1517  COUNTRY     -  US
 LB1517  USGS QUAD   -  CHATTERTON (2019)
 LB1517
 LB1517                         *CURRENT SURVEY CONTROL
 LB1517  ______________________________________________________________________
 LB1517* NAD 83(1986) POSITION- 40 24 12.     (N) 087 14 23.     (W)   SCALED
 LB1517* NAVD 88 ORTHO HEIGHT -   216.133 (meters)      709.10  (feet) ADJUSTED
 LB1517  ______________________________________________________________________
 LB1517  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 LB1517  DYNAMIC HEIGHT  -        216.025 (meters)      708.74  (feet) COMP
 LB1517  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 LB1517
 LB1517  VERT ORDER      -  SECOND    CLASS 0
 LB1517
 LB1517.The horizontal coordinates were scaled from a map and have
 LB1517.an estimated accuracy of +/- 6 seconds.
 LB1517
 LB1517.The orthometric height was determined by differential leveling and
 LB1517.adjusted by the NATIONAL GEODETIC SURVEY
 LB1517.in June 1991.
 LB1517
 LB1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1517.GEOID18 height accuracy estimate available here.
 LB1517
 LB1517.Click photographs - Photos may exist for this station.
 LB1517
 LB1517.The dynamic height is computed by dividing the NAVD 88
 LB1517.geopotential number by the normal gravity value computed on the
 LB1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1517.degrees latitude (g = 980.6199 gals.).
 LB1517
 LB1517.The modeled gravity was interpolated from observed gravity values.
 LB1517
 LB1517;                    North         East    Units  Estimated Accuracy
 LB1517;SPC IN W     -   572,310.      886,730.      MT  (+/- 180 meters Scaled)
 LB1517
 LB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK796725(NAD 83)
 LB1517
 LB1517                          SUPERSEDED SURVEY CONTROL
 LB1517
 LB1517  NGVD 29 (??/??/92)  216.197  (m)          709.31   (f) ADJ UNCH    2 0
 LB1517
 LB1517.Superseded values are not recommended for survey control.
 LB1517
 LB1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1517.See file dsdata.pdf to determine how the superseded data were derived.
 LB1517
 LB1517_MARKER: DB = BENCH MARK DISK
 LB1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1517_STAMPING: J 98 1946
 LB1517_MARK LOGO: CGS
 LB1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1517+STABILITY: SURFACE MOTION
 LB1517
 LB1517  HISTORY     - Date     Condition        Report By
 LB1517  HISTORY     - 1946     MONUMENTED       CGS
 LB1517
 LB1517                          STATION DESCRIPTION
 LB1517
 LB1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1517'3.4 MI SE FROM PINE VILLAGE.
 LB1517'ABOUT 3.45 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB1517'OFFICE AT PINE VILLAGE, AT A CURVE IN THE BLACK TOP ROAD WITH
 LB1517'TANGENTS EXTENDING NORTH AND SOUTHEAST AND THE JUNCTION OF A
 LB1517'GRAVEL ROAD LEADING WEST, AT THE ABANDONED ADAMS TOWNSHIP SCHOOL
 LB1517'NO. 3, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP
 LB1517'ROAD, 41 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 23 FEET
 LB1517'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 5
 LB1517'FEET SOUTH OF A 6 INCH WALNUT TREE, 6 FEET WEST OF A SMALL TWIN
 LB1517'TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 LB1517'FEET ABOVE THE GRAVEL ROAD.  A STANDARD DISK, STAMPED J 98 1946
 LB1517'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB1517'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2090 ***********************************************************************
 LB2090  DESIGNATION -  J 99 RESET
 LB2090  PID         -  LB2090
 LB2090  STATE/COUNTY-  IN/WARREN
 LB2090  COUNTRY     -  US
 LB2090  USGS QUAD   -  WILLIAMSPORT (2019)
 LB2090
 LB2090                         *CURRENT SURVEY CONTROL
 LB2090  ______________________________________________________________________
 LB2090* NAD 83(1986) POSITION- 40 20 30.     (N) 087 21 30.     (W)   SCALED
 LB2090* NAVD 88 ORTHO HEIGHT -   211.21  (+/-2cm)      692.9   (feet) VERTCON3
 LB2090  ______________________________________________________________________
 LB2090  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 LB2090  VERT ORDER      -  THIRD (See Below)
 LB2090
 LB2090.The horizontal coordinates were scaled from a map and have
 LB2090.an estimated accuracy of +/- 6 seconds.
 LB2090
 LB2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2090
 LB2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2090.GEOID18 height accuracy estimate available here.
 LB2090
 LB2090.The vertical order pertains to the NGVD 29 superseded value.
 LB2090
 LB2090.Click photographs - Photos may exist for this station.
 LB2090
 LB2090;                    North         East    Units  Estimated Accuracy
 LB2090;SPC IN W     -   565,490.      876,640.      MT  (+/- 180 meters Scaled)
 LB2090
 LB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK695657(NAD 83)
 LB2090
 LB2090                          SUPERSEDED SURVEY CONTROL
 LB2090
 LB2090  NGVD 29 (08/22/16)  211.26   (m)          693.1    (f) RESET       3  
 LB2090
 LB2090.Superseded values are not recommended for survey control.
 LB2090
 LB2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2090.See file dsdata.pdf to determine how the superseded data were derived.
 LB2090
 LB2090_MARKER: DV = VERTICAL CONTROL DISK
 LB2090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2090_SP_SET: ANCHOR
 LB2090_STAMPING: J 99 RESET 1976
 LB2090_MARK LOGO: NGS
 LB2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2090
 LB2090  HISTORY     - Date     Condition        Report By
 LB2090  HISTORY     - 1976     MONUMENTED       INHD
 LB2090  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 LB2090
 LB2090                          STATION DESCRIPTION
 LB2090
 LB2090'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1976
 LB2090'5.29 MI NE FROM CARBONDALE.
 LB2090'FROM THE INTERSECTION OF SR 63, 5.29 MILES NORTHEAST ALONG NBL SR 63,
 LB2090'IN THE SOUTHWEST CORNER OF THE SOUTHEAST ANCHOR OF AN 120 INCH
 LB2090'STRUCTURAL PLATE STEEL PIPE, 132 FEET SOUTHEAST OF THE CENTERLINE OF
 LB2090'THE MEDIAN.
 LB2090
 LB2090                          STATION RECOVERY (2005)
 LB2090
 LB2090'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0421 ***********************************************************************
 KA0421  DESIGNATION -  J J 81
 KA0421  PID         -  KA0421
 KA0421  STATE/COUNTY-  IN/OWEN
 KA0421  COUNTRY     -  US
 KA0421  USGS QUAD   -  QUINCY (2019)
 KA0421
 KA0421                         *CURRENT SURVEY CONTROL
 KA0421  ______________________________________________________________________
 KA0421* NAD 83(1986) POSITION- 39 26 44.     (N) 086 42 06.     (W)   SCALED
 KA0421* NAVD 88 ORTHO HEIGHT -   233.242 (meters)      765.23  (feet) ADJUSTED
 KA0421  ______________________________________________________________________
 KA0421  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KA0421  DYNAMIC HEIGHT  -        233.108 (meters)      764.79  (feet) COMP
 KA0421  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 KA0421
 KA0421  VERT ORDER      -  SECOND    CLASS 0
 KA0421
 KA0421.The horizontal coordinates were scaled from a map and have
 KA0421.an estimated accuracy of +/- 6 seconds.
 KA0421
 KA0421.The orthometric height was determined by differential leveling and
 KA0421.adjusted by the NATIONAL GEODETIC SURVEY
 KA0421.in June 1991.
 KA0421
 KA0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0421.GEOID18 height accuracy estimate available here.
 KA0421
 KA0421.Click photographs - Photos may exist for this station.
 KA0421
 KA0421.The dynamic height is computed by dividing the NAVD 88
 KA0421.geopotential number by the normal gravity value computed on the
 KA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0421.degrees latitude (g = 980.6199 gals.).
 KA0421
 KA0421.The modeled gravity was interpolated from observed gravity values.
 KA0421
 KA0421;                    North         East    Units  Estimated Accuracy
 KA0421;SPC IN W     -   466,030.      932,850.      MT  (+/- 180 meters Scaled)
 KA0421
 KA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ256662(NAD 83)
 KA0421
 KA0421                          SUPERSEDED SURVEY CONTROL
 KA0421
 KA0421  NGVD 29 (??/??/92)  233.356  (m)          765.60   (f) ADJ UNCH    2 0
 KA0421
 KA0421.Superseded values are not recommended for survey control.
 KA0421
 KA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0421.See file dsdata.pdf to determine how the superseded data were derived.
 KA0421
 KA0421_MARKER: DB = BENCH MARK DISK
 KA0421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0421_SP_SET: CULVERT HEADWALL
 KA0421_STAMPING: J J 81 1946
 KA0421_MARK LOGO: CGS
 KA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0421+STABILITY: SURFACE MOTION
 KA0421
 KA0421  HISTORY     - Date     Condition        Report By
 KA0421  HISTORY     - 1946     MONUMENTED       CGS
 KA0421  HISTORY     - 1958     MARK NOT FOUND   CGS
 KA0421
 KA0421                          STATION DESCRIPTION
 KA0421
 KA0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0421'0.8 MI S FROM QUINCY.
 KA0421'0.75 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0421'RAILWAY FROM THE STATION AT QUINCY, 130 FEET SOUTHEAST OF A
 KA0421'FARM ROAD CROSSING, 91 FEET EAST OF MILE POST 196, 40 FEET
 KA0421'NORTHWEST OF A TELEPHONE POLE, 16.5 FEET NORTHEAST OF AND ABOUT
 KA0421'6 FEET BELOW THE CENTER LINE OF THE TRACK, SET IN THE SOUTHEAST
 KA0421'END OF THE NORTHEAST HEAD WALL OF A STONE CULVERT.  A STANDARD
 KA0421'DISK, STAMPED J J 81 1946.
 KA0421
 KA0421                          STATION RECOVERY (1958)
 KA0421
 KA0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KA0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2467 ***********************************************************************
 LB2467  DESIGNATION -  JACKSON
 LB2467  PID         -  LB2467
 LB2467  STATE/COUNTY-  IN/TIPTON
 LB2467  COUNTRY     -  US
 LB2467  USGS QUAD   -  TIPTON (2019)
 LB2467
 LB2467                         *CURRENT SURVEY CONTROL
 LB2467  ______________________________________________________________________
 LB2467* NAD 83(1997) POSITION- 40 19 49.23610(N) 086 03 40.19304(W)   ADJUSTED
 LB2467* NAVD 88 ORTHO HEIGHT -   271.06  (+/-2cm)      889.3   (feet) VERTCON3
 LB2467  ______________________________________________________________________
 LB2467  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 LB2467  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2467  HORZ ORDER      -  FIRST
 LB2467  VERT ORDER      -  THIRD ? (See Below)
 LB2467
 LB2467.The horizontal coordinates were established by classical geodetic methods
 LB2467.and adjusted by the National Geodetic Survey in May 1999.
 LB2467
 LB2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2467
 LB2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2467.GEOID18 height accuracy estimate available here.
 LB2467
 LB2467.The vertical order pertains to the NGVD 29 superseded value.
 LB2467
 LB2467.Click photographs - Photos may exist for this station.
 LB2467
 LB2467.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2467
 LB2467. The following values were computed from the NAD 83(1997) position.
 LB2467
 LB2467;                    North         East     Units Scale Factor Converg.
 LB2467;SPC IN E     -   564,271.711    66,476.260   MT  0.99998050   -0 15 19.1
 LB2467;SPC IN E     - 1,851,281.44    218,097.53   sFT  0.99998050   -0 15 19.1
 LB2467;UTM  16      - 4,464,846.044   579,751.772   MT  0.99967829   +0 36 27.5
 LB2467
 LB2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2467!SPC IN E     -   0.99996287  x   0.99998050  =   0.99994338
 LB2467!UTM  16      -   0.99996287  x   0.99967829  =   0.99964118
 LB2467
 LB2467:                Primary Azimuth Mark                     Grid Az
 LB2467:SPC IN E     -  NEW HOPE                                 339 26 34.8
 LB2467:UTM  16      -  NEW HOPE                                 338 34 48.2
 LB2467
 LB2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7975164846(NAD 83)
 LB2467
 LB2467|---------------------------------------------------------------------|
 LB2467| PID    Reference Object                     Distance      Geod. Az  |
 LB2467|                                                           dddmmss.s |
 LB2467| CC9430 JACKSON RM 1                         39.127 METERS 00205     |
 LB2467| CC9429 JACKSON RM 2                         18.099 METERS 10248     |
 LB2467| CC9428 JACKSON RM                           18.110 METERS 10556     |
 LB2467| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 5.3 KM 1571912.5 |
 LB2467| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 5.7 KM 1621956.2 |
 LB2467| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX.17.9 KM 1692949.0 |
 LB2467| LB2465 NEW HOPE                            APPROX. 2.1 KM 3391115.7 |
 LB2467|---------------------------------------------------------------------|
 LB2467
 LB2467                          SUPERSEDED SURVEY CONTROL
 LB2467
 LB2467  NAD 83(1986)-  40 19 49.23978(N)    086 03 40.20967(W) AD(       ) 1
 LB2467  NAD 27      -  40 19 49.10500(N)    086 03 40.25100(W) AD(       ) 1
 LB2467  USSD        -  40 19 49.12400(N)    086 03 40.12000(W) AD(       ) 3
 LB2467  NGVD 29             271.18   (m)          889.7    (f) LEVELING    3  
 LB2467
 LB2467.Superseded values are not recommended for survey control.
 LB2467
 LB2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2467.See file dsdata.pdf to determine how the superseded data were derived.
 LB2467
 LB2467_MARKER: DS = TRIANGULATION STATION DISK
 LB2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2467_STAMPING: JACKSON 1920
 LB2467_MARK LOGO: CGS
 LB2467_PROJECTION: FLUSH
 LB2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2467+STABILITY: SURFACE MOTION
 LB2467
 LB2467  HISTORY     - Date     Condition        Report By
 LB2467  HISTORY     - 1920     MONUMENTED       CGS
 LB2467  HISTORY     - 1933     GOOD             CGS
 LB2467  HISTORY     - 1934     GOOD             CGS
 LB2467  HISTORY     - 1948     GOOD             CGS
 LB2467  HISTORY     - 1960     GOOD             USGS
 LB2467
 LB2467                          STATION DESCRIPTION
 LB2467
 LB2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2467'THE STATION IS 3 MILES N OF TIPTON, ON THE W SIDE OF THE TRACK,
 LB2467'ABOUT 220 YARDS N OF JACKSON ELEVATOR, ABOUT 130 YARDS N OF A ROAD
 LB2467'CROSSING, WHICH LEADS TO JACKSON INTERURBAN STATION, 30 YARDS SW
 LB2467'OF W. H. ANSBURYS RESIDENCE, 7.115 METERS (23.34 FEET) W OF THE W
 LB2467'AND NEAREST RAIL.
 LB2467'
 LB2467'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2467'SET IN CONCRETE AS DESCRIBED.  REFERENCE MARK IS ON THE OPPOSITE
 LB2467'SIDE OF THE TRACK, 18.11 METERS (59.42 FEET) FROM THE STATION.
 LB2467
 LB2467                          STATION RECOVERY (1933)
 LB2467
 LB2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LB2467'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.  MR.
 LB2467'ANSBURYS RESIDENCE IS NO LONGER STANDING, BUT THE FOUNDATION
 LB2467'REMAINS.
 LB2467
 LB2467                          STATION RECOVERY (1934)
 LB2467
 LB2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2467'THE STATION IS ABOUT 3 MILES N OF TIPTON.  AT JACKSON (A STATION ON
 LB2467'THE INDIANA RAILROAD, AND ON THE LAKE ERIE AND WESTERN RAILROAD).
 LB2467'THE MARK IS 220 YARDS N OF THE JACKSON ELEVATOR.  30 YARDS SW OF THE
 LB2467'FOUNDATION OF MR. W. H. ANSBURYS HOUSE (HOUSE HAS BEEN TORN
 LB2467'DOWN), 23.5 FEET W OF THE W RAIL OF THE LAKE ERIE AND WESTERN
 LB2467'RAILROAD.  17.5 FEET E OF THE E RAIL OF THE INDIANA RAILROAD.  86.5
 LB2467'FEET W OF A WELL, JUST N OF A HOUSE MARKED JACKSONS.  AND IS SET
 LB2467'FLUSH WITH THE GROUND.
 LB2467'
 LB2467'REFERENCE MARK NO. 1 (SET 1934) IS N OF THE STATION, IN THE W FENCE
 LB2467'OF A SMALL ORCHARD.  18 FEET E OF THE E RAIL OF THE LAKE ERIE AND
 LB2467'WESTERN RAILROAD.  151.16 FEET NW OF REFERENCE MARK NO. 2 AND
 LB2467'PROJECTS 12 INCHES.
 LB2467'
 LB2467'REFERENCE MARK NO. 2 (SET 1920) IS E OF THE STATION, AT THE SW CORNER
 LB2467'OF A GARDEN PLOT.  18 FEET E OF THE E RAIL OF THE LAKE ERIE AND
 LB2467'WESTERN RAILROAD AND PROJECTS 1 INCH.
 LB2467'
 LB2467'NO AZIMUTH MARK WAS SET.  STATIONS RESSLER AND NEW HOPE ARE VISIBLE
 LB2467'FROM THE GROUND.
 LB2467'
 LB2467'TO REACH FROM THE NW CORNER OF THE COURTHOUSE IN TIPTON, GO N 1.4
 LB2467'MILES, W 0.5 MILE, N 1.0 MILE, W. 0.4 MILE, N 0.25 MILE, E 100
 LB2467'YARDS, N 0.8 MILE TO THE STATION BETWEEN THE TWO RAILROADS AT
 LB2467'JACKSON STATION.
 LB2467'
 LB2467'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 LB2467
 LB2467                          STATION RECOVERY (1948)
 LB2467
 LB2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2467'STATION MARK FOUND.  THE R. M. WAS NOT FOUND.
 LB2467
 LB2467                          STATION RECOVERY (1960)
 LB2467
 LB2467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2467'STATION WAS FOUND IN GOOD CONDITION.  AN ADDITION TO THE DESCRIPTION
 LB2467'IS AS FOLLOWS--THE STATION IS ON THE EAST SIDE OF THE WEST R/W
 LB2467'FENCE, 19.5 FEET SE OF A T-FENCE WEST AND ABOUT 6 INCHES
 LB2467'UNDERGROUND.  THE INDIANA RR HAS BEEN DISMANTLED.
 LB2467'
 LB2467'THE RM REPORTED NOT FOUND IN 1948 WAS FOUND IN GOOD CONDITION.  THE
 LB2467'SECOND RM WAS ALSO IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2345 ***********************************************************************
 HZ2345  DESIGNATION -  JACKSON
 HZ2345  PID         -  HZ2345
 HZ2345  STATE/COUNTY-  IN/CLARK
 HZ2345  COUNTRY     -  US
 HZ2345  USGS QUAD   -  HENRYVILLE (2019)
 HZ2345
 HZ2345                         *CURRENT SURVEY CONTROL
 HZ2345  ______________________________________________________________________
 HZ2345* NAD 83(1997) POSITION- 38 30 16.62005(N) 085 52 18.73338(W)   ADJUSTED
 HZ2345* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 HZ2345  ______________________________________________________________________
 HZ2345  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 HZ2345  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 HZ2345  HORZ ORDER      -  SECOND
 HZ2345
 HZ2345.The horizontal coordinates were established by classical geodetic methods
 HZ2345.and adjusted by the National Geodetic Survey in May 1999.
 HZ2345
 HZ2345.The orthometric height was scaled from a topographic map.
 HZ2345
 HZ2345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2345.GEOID18 height accuracy estimate available here.
 HZ2345
 HZ2345.Click photographs - Photos may exist for this station.
 HZ2345
 HZ2345.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2345
 HZ2345. The following values were computed from the NAD 83(1997) position.
 HZ2345
 HZ2345;                    North         East     Units Scale Factor Converg.
 HZ2345;SPC IN E     -   361,525.201    82,101.243   MT  0.99997061   -0 07 39.9
 HZ2345;SPC IN E     - 1,186,103.93    269,360.49   sFT  0.99997061   -0 07 39.9
 HZ2345;UTM  16      - 4,262,408.642   598,365.668   MT  0.99971915   +0 42 08.7
 HZ2345
 HZ2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2345!SPC IN E     -   0.99995790  x   0.99997061  =   0.99992851
 HZ2345!UTM  16      -   0.99995790  x   0.99971915  =   0.99967706
 HZ2345
 HZ2345:                Primary Azimuth Mark                     Grid Az
 HZ2345:SPC IN E     -  JACKSON AZ MK                            205 47 32.0
 HZ2345:UTM  16      -  JACKSON AZ MK                            204 57 43.4
 HZ2345
 HZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9836562408(NAD 83)
 HZ2345
 HZ2345|---------------------------------------------------------------------|
 HZ2345| PID    Reference Object                     Distance      Geod. Az  |
 HZ2345|                                                           dddmmss.s |
 HZ2345| CG8218 JACKSON RM 1                         13.570 METERS 18314     |
 HZ2345| CG8217 JACKSON AZ MK                                      2053952.1 |
 HZ2345| HZ2344 TT 22 D                              83.095 METERS 30059     |
 HZ2345| CG8219 JACKSON RM 2                         28.947 METERS 30157     |
 HZ2345|---------------------------------------------------------------------|
 HZ2345
 HZ2345                          SUPERSEDED SURVEY CONTROL
 HZ2345
 HZ2345  NAD 83(1993)-  38 30 16.62151(N)    085 52 18.73337(W) AD(       ) 2
 HZ2345  NAD 83(1986)-  38 30 16.62356(N)    085 52 18.73906(W) AD(       ) 2
 HZ2345  NAD 27      -  38 30 16.40300(N)    085 52 18.85600(W) AD(       ) 2
 HZ2345
 HZ2345.Superseded values are not recommended for survey control.
 HZ2345
 HZ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2345.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2345
 HZ2345_MARKER: DS = TRIANGULATION STATION DISK
 HZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2345_STAMPING: JACKSON 1947
 HZ2345_MARK LOGO: CGS
 HZ2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2345+STABILITY: SURFACE MOTION
 HZ2345
 HZ2345  HISTORY     - Date     Condition        Report By
 HZ2345  HISTORY     - 1947     MONUMENTED       CGS
 HZ2345
 HZ2345                          STATION DESCRIPTION
 HZ2345
 HZ2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2345'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE VILLAGE OF
 HZ2345'BORDEN, AND ON LAND OWNED BY RAYMOND JACKSON. IT IS 0.2 MILE EAST
 HZ2345'OF THE JACKSON FARM HOUSE, 26 FEET NORTH OF THE APPROXIMATE
 HZ2345'CENTERLINE OF A GRADED DIRT ROAD, AND 5 FEET SOUTHWEST OF A
 HZ2345'WITNESS POST. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 HZ2345'JACKSON 1947.
 HZ2345'
 HZ2345'REFERENCE MARK NO. 1 IS 44.52 FEET SOUTH OF THE STATION, 9 FEET SOUTH
 HZ2345'OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, AND ON THE
 HZ2345'NORTHERN EDGE OF A CULTIVATED FIELD. THE MARK PROJECTS 7 INCHES, AND
 HZ2345'THE DISK IS STAMPED JACKSON NO 1 1947.
 HZ2345'
 HZ2345'REFERENCE MARK NO. 2 IS 94.97 FEET WEST-NORTHWEST OF THE STATION, AND
 HZ2345'9 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD.
 HZ2345'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED JACKSON NO 2
 HZ2345'1947.
 HZ2345'
 HZ2345'THE AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION, 16 FEET
 HZ2345'WEST OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, AND 2
 HZ2345'FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2345'DISK IS STAMPED JACKSON 1947.
 HZ2345'
 HZ2345'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JACKSON TO
 HZ2345'U.S.G.S. BENCH MARK TT 22D 990 1937. IT IS 83.099 METERS
 HZ2345'275.56 FEET WEST-NORTHWEST OF THE STATION.
 HZ2345'
 HZ2345'TO REACH THE STATION FROM THE BORDEN RAILROAD STATION, GO NORTHWEST
 HZ2345'ALONG THE NORTH SIDE OF RAILROAD TRACKS FOR 0.3 MILE, THENCE
 HZ2345'RIGHT AND FOLLOW THE MAIN ROAD AROUND THE BASE OF HILL, THENCE NORTH
 HZ2345'UP HILL FOR 3.2 MILES TO A Y-INTERSECTION AND A CHURCH ON
 HZ2345'THE LEFT. TURN RIGHT AND GO EAST FOR 1.4 MILES TO A SIDE ROAD RIGHT,
 HZ2345'TURN RIGHT AND GO IN AN EASTERLY DIRECTION FOR 3.1 MILES TO A
 HZ2345'Y-INTERSECTION, TURN RIGHT AND GO 0.05 MILE TO THE STATION ON THE
 HZ2345'LEFT.
 HZ2345'
 HZ2345'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON A GRADED
 HZ2345'DIRT ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 HZ2345'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2345'
 HZ2345'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1979 ***********************************************************************
 JA1979  CBN         -  This is a Cooperative Base Network Control Station.
 JA1979  DESIGNATION -  JACKSON
 JA1979  PID         -  JA1979
 JA1979  STATE/COUNTY-  IN/SPENCER
 JA1979  COUNTRY     -  US
 JA1979  USGS QUAD   -  CHRISNEY (2019)
 JA1979
 JA1979                         *CURRENT SURVEY CONTROL
 JA1979  ______________________________________________________________________
 JA1979* NAD 83(2011) POSITION- 38 03 39.63223(N) 087 02 59.46985(W)   ADJUSTED
 JA1979* NAD 83(2011) ELLIP HT-    99.019 (meters)        (06/27/12)   ADJUSTED
 JA1979* NAD 83(2011) EPOCH   -  2010.00
 JA1979* NAVD 88 ORTHO HEIGHT -   130.5   (meters)      428.    (feet) GPS OBS
 JA1979  ______________________________________________________________________
 JA1979  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JA1979  GEOID HEIGHT    -        -31.392 (meters)                     GEOID96
 JA1979  GEOID HEIGHT    -        -31.503 (meters)                     GEOID18
 JA1979  NAD 83(2011) X  -    258,793.507 (meters)                     COMP
 JA1979  NAD 83(2011) Y  - -5,021,671.216 (meters)                     COMP
 JA1979  NAD 83(2011) Z  -  3,910,839.055 (meters)                     COMP
 JA1979  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 JA1979
 JA1979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1979  Standards:
 JA1979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1979  -------------------------------------------------------------------
 JA1979  NETWORK    0.56   1.02           0.26   0.19   0.52     -0.07227438
 JA1979  -------------------------------------------------------------------
 JA1979  Click here for local accuracies and other accuracy information.
 JA1979
 JA1979.The horizontal coordinates were established by GPS observations
 JA1979.and adjusted by the National Geodetic Survey in June 2012.
 JA1979
 JA1979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1979.been affixed to the stable North American tectonic plate. See 
 JA1979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1979
 JA1979.The horizontal coordinates are valid at the epoch date displayed above
 JA1979.which is a decimal equivalence of Year/Month/Day.
 JA1979
 JA1979.The orthometric height was determined by GPS observations and a
 JA1979.high-resolution geoid model.
 JA1979
 JA1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1979.GEOID18 height accuracy estimate available here.
 JA1979
 JA1979.Click photographs - Photos may exist for this station.
 JA1979
 JA1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1979
 JA1979.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1979
 JA1979.The ellipsoidal height was determined by GPS observations
 JA1979.and is referenced to NAD 83.
 JA1979
 JA1979. The following values were computed from the NAD 83(2011) position.
 JA1979
 JA1979;                    North         East     Units Scale Factor Converg.
 JA1979;SPC IN W     -   312,266.144   902,938.147   MT  0.99996677   +0 01 14.3
 JA1979;SPC IN W     - 1,024,493.17  2,962,389.57   sFT  0.99996677   +0 01 14.3
 JA1979;UTM  16      - 4,212,585.298   495,626.691   MT  0.99960024   -0 01 50.6
 JA1979
 JA1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1979!SPC IN W     -   0.99998446  x   0.99996677  =   0.99995123
 JA1979!UTM  16      -   0.99998446  x   0.99960024  =   0.99958471
 JA1979
 JA1979:                Primary Azimuth Mark                     Grid Az
 JA1979:SPC IN W     -  PARK                                     203 52 51.9
 JA1979:UTM  16      -  PARK                                     203 55 56.8
 JA1979
 JA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9562612585(NAD 83)
 JA1979
 JA1979|---------------------------------------------------------------------|
 JA1979| PID    Reference Object                     Distance      Geod. Az  |
 JA1979|                                                           dddmmss.s |
 JA1979| CG8215 JACKSON RM 1                         34.199 METERS 06646     |
 JA1979| CG8216 JACKSON RM 2                         29.793 METERS 16828     |
 JA1979| HA1511 PARK                                APPROX. 7.7 KM 2035406.2 |
 JA1979| CG8214 JACKSON AZ MK                                      2654220.1 |
 JA1979|---------------------------------------------------------------------|
 JA1979
 JA1979                          SUPERSEDED SURVEY CONTROL
 JA1979
 JA1979  NAD 83(2007)-  38 03 39.63227(N)    087 02 59.47067(W) AD(2002.00) 0
 JA1979  ELLIP H (02/10/07)   99.045  (m)                       GP(2002.00)    
 JA1979  NAD 83(1997)-  38 03 39.63239(N)    087 02 59.47064(W) AD(       ) B
 JA1979  ELLIP H (04/10/98)   99.084  (m)                       GP(       ) 4 1
 JA1979  NAD 83(1993)-  38 03 39.63707(N)    087 02 59.46968(W) AD(       ) 3
 JA1979  NAD 83(1986)-  38 03 39.64299(N)    087 02 59.47239(W) AD(       ) 3
 JA1979  NAD 27      -  38 03 39.45900(N)    087 02 59.48000(W) AD(       ) 3
 JA1979  NGVD 29             130.63   (m)          428.6    (f) LEVELING    3  
 JA1979
 JA1979.Superseded values are not recommended for survey control.
 JA1979
 JA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1979.See file dsdata.pdf to determine how the superseded data were derived.
 JA1979
 JA1979_MARKER: DS = TRIANGULATION STATION DISK
 JA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1979_STAMPING: JACKSON 1946
 JA1979_MARK LOGO: CGS
 JA1979_PROJECTION: FLUSH
 JA1979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JA1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1979+STABILITY: SURFACE MOTION
 JA1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1979+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2010
 JA1979
 JA1979  HISTORY     - Date     Condition        Report By
 JA1979  HISTORY     - 1946     MONUMENTED       CGS
 JA1979  HISTORY     - 1979     GOOD             NGS
 JA1979  HISTORY     - 19970827 GOOD             SEC
 JA1979  HISTORY     - 19980727 GOOD             WOOLPT
 JA1979  HISTORY     - 20100729 GOOD             GEOCAC
 JA1979
 JA1979                          STATION DESCRIPTION
 JA1979
 JA1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1979'THIS STATION IS AT THE JUNCTION OF STATE HIGHWAY 45, AND 62, 3.5 MILES
 JA1979'SOUTH-SOUTHWEST FROM GENTRYVILLE AND 3 MILES NORTH-NORTHWEST FROM
 JA1979'CHRISNEY, THE STATION IS IN THE NORTHWEST CORNER OF THE FRIENDSHIP
 JA1979'BAPTIST CHURCH YARD, 36 FEET SOUTH-SOUTHWEST OF THE CHURCH AND 125
 JA1979'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 45 AND 146 FEET NORTH OF
 JA1979'THE CENTERLINE OF HIGHWAY 62.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1979'THE DISK IS STAMPED JACKSON 1946.
 JA1979'
 JA1979'REFERENCE MARK NO 1 IS 113.95 FEET NORTH-NORTHEAST OF THE STATION, 55
 JA1979'FEET EAST OF THE CHURCH CORNER, AND 38 FEET WEST OF THE CENTERLINE OF
 JA1979'HIGHWAY 45.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1979'JACKSON NO 1 1946.
 JA1979'
 JA1979'REFERENCE MARK NO 2 IS 98.65 FEET SOUTH OF THE STATION, AND 15 FEET
 JA1979'EAST OF THE CENTERLINE OF THE CHURCH ROAD, 70 FEET WEST-NORTHWEST OF
 JA1979'THE JUNCTION OF THE CENTERLINE OF STATE HIGHWAYS 45 AND 62.  THE MARK
 JA1979'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED JACKSON NO 2 1946.
 JA1979'
 JA1979'THE AZIMUTH IS 0.45 MILE WEST OF THE STATION, 42 FEET SOUTH OF THE
 JA1979'CENTERLINE OF STATE HIGHWAY 62 AND 4 FEET WEST OF A TELEPHONE POLE,
 JA1979'2.5 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 JA1979'INCHES AND THE DISK IS STAMPED JACKSON 1946.
 JA1979'
 JA1979'TO REACH THE STATION FROM GENTRYVILLE AT THE RAILROAD CROSSING AT THE
 JA1979'SOUTH SIDE OF TOWN, GO SOUTH ON STATE HIGHWAY 45 FOR 3.0 MILES TO THE
 JA1979'POINT WHERE HIGHWAY 62 TURNS WEST AND HIGHWAY 45 TURNS EAST.  STATION
 JA1979'IN THE NORTHWEST CORNER OF THE CHURCH YARD.
 JA1979
 JA1979                          STATION RECOVERY (1979)
 JA1979
 JA1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1979'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  A LONG SEARCH FOR
 JA1979'THE AZIMUTH MARK, BUT NOT FOUND AND COULD HAVE BEEN DESTROYED BY DITCH
 JA1979'WIDENING.  THERE WAS NO PLACE TO SET NEW AZIMUTH MARK THAT WOULD BE
 JA1979'VISIBLE AT GROUND LEVEL.
 JA1979'
 JA1979'THE DISTANCE TO RM 1 WAS SHORTER BY 1.75 FT.  RM 2 WAS 0.91 FT
 JA1979'SHORTER.  THE ANGLE BETWEEN THE MARKS WAS SMALLER BY 2 DEGREES AND 2
 JA1979'MINUTES.  THE STATION SURFACE MARK WILL BE DUG UP AND THE UNDERGROUND
 JA1979'MARK WILL BE INSPECTED WHEN TIME PERMITS AND THE GROUND IS DRY.
 JA1979'
 JA1979'THE 1946 DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER STATION.
 JA1979
 JA1979                          STATION RECOVERY (1997)
 JA1979
 JA1979'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA1979'THE STATION IS LOCATED ABOUT 25 MILES (40.2 KM) EAST OF EVANSVILLE. TO
 JA1979'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND U.S.
 JA1979'HIGHWAY 231, GO SOUTH FOR 10.3 MILES (16.6 KM) ON U.S. HIGHWAY 231 TO
 JA1979'THE JUNCTION OF STATE ROUTE 62.
 JA1979'
 JA1979'THE STATION IS ABOUT 30 METERS (98.4 FT) WEST OF THE CENTER OF HIGHWAY
 JA1979'231 AND ABOUT 36 METERS (118.1 FT) NORTH OF CENTER OF STATE ROUTE 62.
 JA1979'CONTACT IS MS. PAT KRAMER, RR 1, GENTRYVILLE IN 47537, PHONE
 JA1979'812-362-8542.
 JA1979'
 JA1979'LOCATED AZIMUTH 151 DEGREES AND 29.90 METERS (98.10 FT) TO A TRAFFIC
 JA1979'SIGNAL LIGHT POLE, AZIMUTH 184 DEGREES AND 28.90 METERS (94.82 FT) TO
 JA1979'A 42-INCH CATAPLA TREE, AZIMUTH 359 DEGREES AND 20.10 METERS
 JA1979'(65.94 FT) TO A 38-INCH MAPLE TREE, AZIMUTH 45 DEGREES AND 10.99
 JA1979'METERS (36.06 FT) TO THE SOUTHWEST CORNER OF FRIENDSHIP CHURCH (CHURCH
 JA1979'IS NOT IN USE).
 JA1979
 JA1979                          STATION RECOVERY (1998)
 JA1979
 JA1979'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 JA1979'RECOVERED IN GOOD CONDITION.
 JA1979
 JA1979                          STATION RECOVERY (2010)
 JA1979
 JA1979'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1979'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1376 ***********************************************************************
 LA1376  DESIGNATION -  JACOB
 LA1376  PID         -  LA1376
 LA1376  STATE/COUNTY-  IN/GRANT
 LA1376  COUNTRY     -  US
 LA1376  USGS QUAD   -  POINT ISABEL (2019)
 LA1376
 LA1376                         *CURRENT SURVEY CONTROL
 LA1376  ______________________________________________________________________
 LA1376* NAD 83(1997) POSITION- 40 27 32.90738(N) 085 46 04.18853(W)   ADJUSTED
 LA1376* NAVD 88 ORTHO HEIGHT -   268.232 (meters)      880.02  (feet) ADJUSTED
 LA1376  ______________________________________________________________________
 LA1376  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1376  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LA1376  DYNAMIC HEIGHT  -        268.094 (meters)      879.57  (feet) COMP
 LA1376  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LA1376
 LA1376  HORZ ORDER      -  SECOND
 LA1376  VERT ORDER      -  SECOND    CLASS 0
 LA1376
 LA1376.The horizontal coordinates were established by classical geodetic methods
 LA1376.and adjusted by the National Geodetic Survey in May 1999.
 LA1376
 LA1376.The orthometric height was determined by differential leveling and
 LA1376.adjusted by the NATIONAL GEODETIC SURVEY
 LA1376.in June 1991.
 LA1376
 LA1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1376.GEOID18 height accuracy estimate available here.
 LA1376
 LA1376.Click photographs - Photos may exist for this station.
 LA1376
 LA1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1376
 LA1376.The dynamic height is computed by dividing the NAVD 88
 LA1376.geopotential number by the normal gravity value computed on the
 LA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1376.degrees latitude (g = 980.6199 gals.).
 LA1376
 LA1376.The modeled gravity was interpolated from observed gravity values.
 LA1376
 LA1376. The following values were computed from the NAD 83(1997) position.
 LA1376
 LA1376;                    North         East     Units Scale Factor Converg.
 LA1376;SPC IN E     -   578,503.426    91,419.683   MT  0.99996757   -0 03 56.3
 LA1376;SPC IN E     - 1,897,973.32    299,932.74   sFT  0.99996757   -0 03 56.3
 LA1376;UTM  16      - 4,479,448.406   604,471.109   MT  0.99973435   +0 47 58.7
 LA1376
 LA1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1376!SPC IN E     -   0.99996331  x   0.99996757  =   0.99993088
 LA1376!UTM  16      -   0.99996331  x   0.99973435  =   0.99969767
 LA1376
 LA1376:                Primary Azimuth Mark                     Grid Az
 LA1376:SPC IN E     -  JACOB AZ MK                              205 52 29.8
 LA1376:UTM  16      -  JACOB AZ MK                              205 00 34.8
 LA1376
 LA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0447179448(NAD 83)
 LA1376
 LA1376|---------------------------------------------------------------------|
 LA1376| PID    Reference Object                     Distance      Geod. Az  |
 LA1376|                                                           dddmmss.s |
 LA1376| LA1377 JACOB RM 1                           29.243 METERS 02425     |
 LA1376| LA2196 MARION IND FIBRE PROD CO TANK       APPROX.12.0 KM 0474736.8 |
 LA1376| LA2197 MARION VETERANS HOSPITAL STACK      APPROX.13.1 KM 0600404.3 |
 LA1376| LA1375 JACOB AZ MK                                        2054833.5 |
 LA1376| LA1378 JACOB RM 2                           41.953 METERS 30727     |
 LA1376|---------------------------------------------------------------------|
 LA1376
 LA1376                          SUPERSEDED SURVEY CONTROL
 LA1376
 LA1376  NAD 83(1986)-  40 27 32.91079(N)    085 46 04.20214(W) AD(       ) 2
 LA1376  NAD 27      -  40 27 32.77270(N)    085 46 04.27380(W) AD(       ) 2
 LA1376  NGVD 29 (??/??/92)  268.361  (m)          880.45   (f) ADJ UNCH    2 0
 LA1376  NGVD 29             268.36   (m)          880.4    (f) LEVELING    3  
 LA1376
 LA1376.Superseded values are not recommended for survey control.
 LA1376
 LA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1376.See file dsdata.pdf to determine how the superseded data were derived.
 LA1376
 LA1376_MARKER: DS = TRIANGULATION STATION DISK
 LA1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1376_STAMPING: JACOB 1934
 LA1376_MARK LOGO: CGS
 LA1376_PROJECTION: RECESSED 30 CENTIMETERS
 LA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1376+STABILITY: SURFACE MOTION
 LA1376
 LA1376  HISTORY     - Date     Condition        Report By
 LA1376  HISTORY     - 1934     MONUMENTED       CGS
 LA1376  HISTORY     - 1946     GOOD             CGS
 LA1376  HISTORY     - 1948     GOOD             CGS
 LA1376
 LA1376                          STATION DESCRIPTION
 LA1376
 LA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1376'12 MILES NORTH AND 3 MILES EAST OF ELWOOD, ON LAND OWNED BY MR.
 LA1376'JACOBSON, IN THE SOUTHEAST CORNER OF FARMYARD, 100 YARDS SOUTHEAST OF
 LA1376'JACOBSONS HOUSE, 42 FEET SOUTH OF LANE, 22-1/2 FEET NORTH OF FENCE
 LA1376'LINE, 36 FEET WEST OF THORN APPLE TREE, 55 FEET SOUTHWEST OF SOUTH
 LA1376'GATEPOST, AND IS 12 INCHES BELOW THE SURFACE.
 LA1376'
 LA1376'TO REACH FROM ELWOOD, GO NORTH ON STATE HIGHWAY 13 FOR 12 MILES TO
 LA1376'GRAVEL CROSS ROAD, THENCE EAST FOR 2 MILES TO CROSSROADS, THENCE NORTH
 LA1376'FOR 0.6 MILE TO JACOBSONS HOUSE ON THE WEST SIDE OF ROAD AND STATION.
 LA1376'
 LA1376'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1376'DISKS SET IN CONCRETE.
 LA1376'
 LA1376'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1-1/2 FEET SOUTHWEST
 LA1376'OF FENCE CORNER, 75 FEET EAST-SOUTHEAST OF FARMHOUSE, 36 FEET NORTH OF
 LA1376'THE NORTH GATEPOST, AND IS FLUSH WITH THE GROUND.
 LA1376'
 LA1376'REFERENCE MARK NO.  2 IS WEST-NORTHWEST OF THE STATION, 5 FEET EAST OF
 LA1376'GARAGE, 6 INCHES SOUTH OF FENCE LINE, 35 FEET SOUTHWEST OF WINDMILL,
 LA1376'AND PROJECTS 5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 LA1376'149.15 FEET.
 LA1376'
 LA1376'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 6 INCHES SOUTH OF FENCE
 LA1376'LINE, 15 FEET NORTH OF CENTER LINE OF ROAD, 0.25 MILE WEST OF
 LA1376'CROSSROADS, WHICH ARE 0.6 MILE SOUTH OF THE STATION, AND PROJECTS 4
 LA1376'INCHES.
 LA1376
 LA1376                          STATION RECOVERY (1946)
 LA1376
 LA1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LA1376'5.4 MI NE FROM POINT ISABEL.
 LA1376'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1376'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 3.05 MILES EAST
 LA1376'ALONG A COUNTY ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG A GRAVEL
 LA1376'ROAD, SET IN THE SOUTHEAST PART OF FARM YARD OF FARM OWNED
 LA1376'BY GRANT T. MUNSON, 124 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LA1376'THE HOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY,
 LA1376'44 FEET WEST OF A NORTH-SOUTH FENCE LINE AROUND THE YARD, 40.8
 LA1376'FEET NORTH OF AN EAST-WEST BOARD FENCE, 59.5 FEET NORTHWEST
 LA1376'OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE YARD, AND SET
 LA1376'IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDER THE SURFACE
 LA1376'OF THE GROUND.
 LA1376
 LA1376                          STATION RECOVERY (1948)
 LA1376
 LA1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA1376'RECOVERED.  REFERENCE MARK NO 1 IS 2 FT (0.6 M) N OF A FENCE CORNER
 LA1376'AND 1 FT (0.3 M) E OF THE FENCE.
 LA1376'
 LA1376'RM NO 2 IS NOW IN THE SE CORNER OF A 2 CAR GARAGE, 2 INCHES (5 CM)
 LA1376'BELOW THE SURFACE OF THE GARAGE FLOOR.  THE FARM IS OWNED BY GRANT T.
 LA1376'MUNSON AND FARMED BY C. C. NEWHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1375 ***********************************************************************
 LA1375  DESIGNATION -  JACOB AZ MK
 LA1375  PID         -  LA1375
 LA1375  STATE/COUNTY-  IN/GRANT
 LA1375  COUNTRY     -  US
 LA1375  USGS QUAD   -  POINT ISABEL (2019)
 LA1375
 LA1375                         *CURRENT SURVEY CONTROL
 LA1375  ______________________________________________________________________
 LA1375* NAD 83(1986) POSITION- 40 27 02.     (N) 085 46 22.     (W)   SCALED
 LA1375* NAVD 88 ORTHO HEIGHT -   267.366 (meters)      877.18  (feet) ADJUSTED
 LA1375  ______________________________________________________________________
 LA1375  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 LA1375  DYNAMIC HEIGHT  -        267.228 (meters)      876.73  (feet) COMP
 LA1375  MODELED GRAVITY -    980,103.4   (mgal)                       NAVD 88
 LA1375
 LA1375  VERT ORDER      -  SECOND    CLASS 0
 LA1375
 LA1375.The horizontal coordinates were scaled from a map and have
 LA1375.an estimated accuracy of +/- 6 seconds.
 LA1375
 LA1375.The orthometric height was determined by differential leveling and
 LA1375.adjusted by the NATIONAL GEODETIC SURVEY
 LA1375.in June 1991.
 LA1375
 LA1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1375.GEOID18 height accuracy estimate available here.
 LA1375
 LA1375.Click photographs - Photos may exist for this station.
 LA1375
 LA1375.The dynamic height is computed by dividing the NAVD 88
 LA1375.geopotential number by the normal gravity value computed on the
 LA1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1375.degrees latitude (g = 980.6199 gals.).
 LA1375
 LA1375.The modeled gravity was interpolated from observed gravity values.
 LA1375
 LA1375;                    North         East    Units  Estimated Accuracy
 LA1375;SPC IN E     -   577,550.       91,000.      MT  (+/- 180 meters Scaled)
 LA1375
 LA1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK040784(NAD 83)
 LA1375
 LA1375                          SUPERSEDED SURVEY CONTROL
 LA1375
 LA1375  NGVD 29 (??/??/92)  267.495  (m)          877.61   (f) ADJ UNCH    2 0
 LA1375
 LA1375.Superseded values are not recommended for survey control.
 LA1375
 LA1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1375.See file dsdata.pdf to determine how the superseded data were derived.
 LA1375
 LA1375_MARKER: DZ = AZIMUTH MARK DISK
 LA1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1375_STAMPING: JACOB 1934
 LA1375_MARK LOGO: CGS
 LA1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1375+STABILITY: SURFACE MOTION
 LA1375
 LA1375  HISTORY     - Date     Condition        Report By
 LA1375  HISTORY     - 1934     MONUMENTED       CGS
 LA1375  HISTORY     - 1946     GOOD             CGS
 LA1375
 LA1375                          STATION DESCRIPTION
 LA1375
 LA1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1375'4.4 MI NE FROM POINT ISABEL.
 LA1375'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1375'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 2.75 MILES EAST
 LA1375'ALONG A COUNTY ROAD, ABOUT 0.3 MILE WEST OF A GRAVEL CROSS
 LA1375'ROAD, 125 FEET NORTHEAST AND ACROSS THE COUNTY ROAD FROM POWER
 LA1375'POLE 81/83, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5
 LA1375'FOOT SOUTH OF A WOVEN WIRE FENCE, ABOUT LEVEL WITH THE ROAD,
 LA1375'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1377 ***********************************************************************
 LA1377  DESIGNATION -  JACOB RM 1
 LA1377  PID         -  LA1377
 LA1377  STATE/COUNTY-  IN/GRANT
 LA1377  COUNTRY     -  US
 LA1377  USGS QUAD   -  POINT ISABEL (2019)
 LA1377
 LA1377                         *CURRENT SURVEY CONTROL
 LA1377  ______________________________________________________________________
 LA1377* NAD 83(1986) POSITION- 40 27 33.77   (N) 085 46 03.68   (W)   HD_HELD1
 LA1377* NAVD 88 ORTHO HEIGHT -   268.438 (meters)      880.70  (feet) ADJUSTED
 LA1377  ______________________________________________________________________
 LA1377  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1377  DYNAMIC HEIGHT  -        268.300 (meters)      880.25  (feet) COMP
 LA1377  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LA1377
 LA1377  VERT ORDER      -  SECOND    CLASS 0
 LA1377
 LA1377.The horizontal coordinates were determined by differentially corrected
 LA1377.hand held GPS observations or other comparable positioning techniques
 LA1377.and have an estimated accuracy of +/- 3 meters.
 LA1377
 LA1377.The orthometric height was determined by differential leveling and
 LA1377.adjusted by the NATIONAL GEODETIC SURVEY
 LA1377.in June 1991.
 LA1377
 LA1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1377.GEOID18 height accuracy estimate available here.
 LA1377
 LA1377.Click photographs - Photos may exist for this station.
 LA1377
 LA1377.The dynamic height is computed by dividing the NAVD 88
 LA1377.geopotential number by the normal gravity value computed on the
 LA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1377.degrees latitude (g = 980.6199 gals.).
 LA1377
 LA1377.The modeled gravity was interpolated from observed gravity values.
 LA1377
 LA1377;                    North         East    Units  Estimated Accuracy
 LA1377;SPC IN E     -   578,530.0      91,431.7     MT  (+/- 3 meters HH1 GPS) 
 LA1377
 LA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0448279475(NAD 83)
 LA1377
 LA1377                          SUPERSEDED SURVEY CONTROL
 LA1377
 LA1377  NGVD 29 (??/??/92)  268.567  (m)          881.12   (f) ADJ UNCH    2 0
 LA1377
 LA1377.Superseded values are not recommended for survey control.
 LA1377
 LA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1377.See file dsdata.pdf to determine how the superseded data were derived.
 LA1377
 LA1377_MARKER: DR = REFERENCE MARK DISK
 LA1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1377_STAMPING: JACOB NO 1 1934
 LA1377_MARK LOGO: CGS
 LA1377_PROJECTION: FLUSH
 LA1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1377+STABILITY: SURFACE MOTION
 LA1377
 LA1377  HISTORY     - Date     Condition        Report By
 LA1377  HISTORY     - 1934     MONUMENTED       CGS
 LA1377  HISTORY     - 1946     GOOD             CGS
 LA1377
 LA1377                          STATION DESCRIPTION
 LA1377
 LA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1377'5.4 MI NE FROM POINT ISABEL.
 LA1377'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1377'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 3.05 MILES
 LA1377'EAST ALONG A COUNTY ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG
 LA1377'A GRAVEL ROAD, AT THE GRANT T. MUNSON FARM, 66 FEET EAST-SOUTHEAST
 LA1377'OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 24 FEET WEST OF THE
 LA1377'CENTER LINE OF THE GRAVEL ROAD, 42 FEET NORTH OF THE CENTER
 LA1377'LINE OF THE DRIVE WAY, 1 FOOT EAST OF THE FENCE LINE, 9.5 FEET
 LA1377'NORTH OF A TELEPHONE POLE, 95.9 FEET NORTHEAST OF THE STATION
 LA1377'MARK, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN THE TOP OF
 LA1377'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1378 ***********************************************************************
 LA1378  DESIGNATION -  JACOB RM 2
 LA1378  PID         -  LA1378
 LA1378  STATE/COUNTY-  IN/GRANT
 LA1378  COUNTRY     -  US
 LA1378  USGS QUAD   -  POINT ISABEL (2019)
 LA1378
 LA1378                         *CURRENT SURVEY CONTROL
 LA1378  ______________________________________________________________________
 LA1378* NAD 83(1986) POSITION- 40 27 33.73   (N) 085 46 05.60   (W)   HD_HELD1
 LA1378* NAVD 88 ORTHO HEIGHT -   269.573 (meters)      884.42  (feet) ADJUSTED
 LA1378  ______________________________________________________________________
 LA1378  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LA1378  DYNAMIC HEIGHT  -        269.435 (meters)      883.97  (feet) COMP
 LA1378  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LA1378
 LA1378  VERT ORDER      -  SECOND    CLASS 0
 LA1378
 LA1378.The horizontal coordinates were determined by differentially corrected
 LA1378.hand held GPS observations or other comparable positioning techniques
 LA1378.and have an estimated accuracy of +/- 3 meters.
 LA1378
 LA1378.The orthometric height was determined by differential leveling and
 LA1378.adjusted by the NATIONAL GEODETIC SURVEY
 LA1378.in June 1991.
 LA1378
 LA1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1378.GEOID18 height accuracy estimate available here.
 LA1378
 LA1378.Click photographs - Photos may exist for this station.
 LA1378
 LA1378.The dynamic height is computed by dividing the NAVD 88
 LA1378.geopotential number by the normal gravity value computed on the
 LA1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1378.degrees latitude (g = 980.6199 gals.).
 LA1378
 LA1378.The modeled gravity was interpolated from observed gravity values.
 LA1378
 LA1378;                    North         East    Units  Estimated Accuracy
 LA1378;SPC IN E     -   578,528.8      91,386.5     MT  (+/- 3 meters HH1 GPS) 
 LA1378
 LA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0443779473(NAD 83)
 LA1378
 LA1378                          SUPERSEDED SURVEY CONTROL
 LA1378
 LA1378  NGVD 29 (??/??/92)  269.702  (m)          884.85   (f) ADJ UNCH    2 0
 LA1378
 LA1378.Superseded values are not recommended for survey control.
 LA1378
 LA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1378.See file dsdata.pdf to determine how the superseded data were derived.
 LA1378
 LA1378_MARKER: DR = REFERENCE MARK DISK
 LA1378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1378_SP_SET: FLOOR
 LA1378_STAMPING: JACOB NO 2 1934
 LA1378_MARK LOGO: CGS
 LA1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1378
 LA1378  HISTORY     - Date     Condition        Report By
 LA1378  HISTORY     - 1934     MONUMENTED       CGS
 LA1378  HISTORY     - 1946     GOOD             CGS
 LA1378
 LA1378                          STATION DESCRIPTION
 LA1378
 LA1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1378'5.4 MI NE FROM POINT ISABEL.
 LA1378'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1378'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 3.05 MILES
 LA1378'EAST ALONG A COUNTY ROAD, THENCE ABOUT 0.65 MILE NORTH ALONG
 LA1378'A GRAVEL ROAD, AT THE GRANT T. MUNSON FARM.  THIS MARK HAS LEFT
 LA1378'ACCESSIBLE IN THAT THEY LEFT THE DISK OPEN AND POURED A CONCRETE
 LA1378'FLOOR AROUND IT.  MARK IS NOW SET IN THE SOUTHEAST CORNER OF
 LA1378'THE GARAGE, 4.4 FEET NORTH OF THE SOUTH WALL, 2.8 FEET WEST
 LA1378'OF THE EAST WALL, AND 3 INCHES BELOW THE GARAGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2206 ***********************************************************************
 LA2206  DESIGNATION -  JALAPA
 LA2206  PID         -  LA2206
 LA2206  STATE/COUNTY-  IN/GRANT
 LA2206  COUNTRY     -  US
 LA2206  USGS QUAD   -  SOMERSET (2019)
 LA2206
 LA2206                         *CURRENT SURVEY CONTROL
 LA2206  ______________________________________________________________________
 LA2206* NAD 83(1997) POSITION- 40 37 33.48370(N) 085 45 03.28703(W)   ADJUSTED
 LA2206* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LA2206  ______________________________________________________________________
 LA2206  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LA2206  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 LA2206  HORZ ORDER      -  SECOND
 LA2206
 LA2206.The horizontal coordinates were established by classical geodetic methods
 LA2206.and adjusted by the National Geodetic Survey in May 1999.
 LA2206
 LA2206.The orthometric height was scaled from a topographic map.
 LA2206
 LA2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2206.GEOID18 height accuracy estimate available here.
 LA2206
 LA2206.Click photographs - Photos may exist for this station.
 LA2206
 LA2206.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2206
 LA2206. The following values were computed from the NAD 83(1997) position.
 LA2206
 LA2206;                    North         East     Units Scale Factor Converg.
 LA2206;SPC IN E     -   597,026.595    92,872.233   MT  0.99996729   -0 03 17.5
 LA2206;SPC IN E     - 1,958,744.75    304,698.32   sFT  0.99996729   -0 03 17.5
 LA2206;UTM  16      - 4,497,987.135   605,643.019   MT  0.99973737   +0 48 48.2
 LA2206
 LA2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2206!SPC IN E     -   0.99996604  x   0.99996729  =   0.99993333
 LA2206!UTM  16      -   0.99996604  x   0.99973737  =   0.99970342
 LA2206
 LA2206:                Primary Azimuth Mark                     Grid Az
 LA2206:SPC IN E     -  JALAPA AZ MK                             269 50 33.8
 LA2206:UTM  16      -  JALAPA AZ MK                             268 58 28.1
 LA2206
 LA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0564397987(NAD 83)
 LA2206
 LA2206|---------------------------------------------------------------------|
 LA2206| PID    Reference Object                     Distance      Geod. Az  |
 LA2206|                                                           dddmmss.s |
 LA2206| CC9433 JALAPA RM 1                          30.272 METERS 08303     |
 LA2206| CC9434 JALAPA RM 2                          28.868 METERS 18431     |
 LA2206| CC9432 JALAPA AZ MK                                       2694716.3 |
 LA2206|---------------------------------------------------------------------|
 LA2206
 LA2206                          SUPERSEDED SURVEY CONTROL
 LA2206
 LA2206  NAD 83(1986)-  40 37 33.48714(N)    085 45 03.30025(W) AD(       ) 2
 LA2206  NAD 27      -  40 37 33.34080(N)    085 45 03.36150(W) AD(       ) 2
 LA2206
 LA2206.Superseded values are not recommended for survey control.
 LA2206
 LA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2206.See file dsdata.pdf to determine how the superseded data were derived.
 LA2206
 LA2206_MARKER: DS = TRIANGULATION STATION DISK
 LA2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2206_STAMPING: JALAPA 1948
 LA2206_MARK LOGO: CGS
 LA2206_PROJECTION: RECESSED 36 CENTIMETERS
 LA2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2206+STABILITY: SURFACE MOTION
 LA2206
 LA2206  HISTORY     - Date     Condition        Report By
 LA2206  HISTORY     - 1948     MONUMENTED       CGS
 LA2206  HISTORY     - 1961     GOOD             THOMAS
 LA2206
 LA2206                          STATION DESCRIPTION
 LA2206
 LA2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2206'THE STATION IS LOCATED 6 MILES NORTHWEST OF MARION, 4 MILES NORTH OF
 LA2206'SWEETSER AND 0.5 MILE WEST OF JALAPA ON PROPERTY OWNED BY J.W.
 LA2206'GENUNIN.
 LA2206'
 LA2206'IT IS 31 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 15.5 FEET
 LA2206'SOUTHEAST OF A FENCE CORNER, 11 FEET SOUTH OF AN EASTWEST FENCE LINE,
 LA2206'11 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 11 FEET SOUTH OF A WHITE
 LA2206'WITNESS POST.  THE MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 LA2206'AND THE DISK IS STAMPED JALAPA 1948.
 LA2206'
 LA2206'REFERENCE MARK NO. 1 IS 99.32 FEET EAST OF THE STATION.  IT IS 56 FEET
 LA2206'WEST OF A 24 INCH MAPLE TREE, 21 FEET SOUTH OF THE CENTER OF THE
 LA2206'GRAVEL ROAD AND 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE.  THE MARK IS
 LA2206'FLUSH AND THE DISK IS STAMPED JAPALA NO 1 1948.
 LA2206'
 LA2206'REFERENCE MARK NO. 2 IS 94.71 FEET SOUTH OF THE STATION.  IT IS 1 FOOT
 LA2206'EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 LA2206'THE DISK IS STAMPED JALAPA NO 2 1948.
 LA2206'
 LA2206'THE AZIMUTH MARK IS 0.65 MILES WEST OF THE STATION.  IT IS 125 FEET
 LA2206'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 18 FEET NORTH OF
 LA2206'THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1
 LA2206'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LA2206'IS STAMPED JALAPA 1948.
 LA2206'
 LA2206'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 18, 21 AND
 LA2206'37 IN THE WEST SECTION OF MARION, GO WEST ON STATE HIGHWAYS 18 AND 21
 LA2206'FOR 4.1 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVEL
 LA2206'ROAD FOR 4.1 MILES TO AN EAST-WEST GRAVEL ROAD, TURN RIGHT AND GO EAST
 LA2206'FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA2206'
 LA2206'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVEL ROAD
 LA2206'FOR 0.65 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2206'
 LA2206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2206
 LA2206                          STATION RECOVERY (1961)
 LA2206
 LA2206'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA2206'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2112 ***********************************************************************
 LA2112  DESIGNATION -  JANNEY
 LA2112  PID         -  LA2112
 LA2112  STATE/COUNTY-  IN/DELAWARE
 LA2112  COUNTRY     -  US
 LA2112  USGS QUAD   -  GASTON (2019)
 LA2112
 LA2112                         *CURRENT SURVEY CONTROL
 LA2112  ______________________________________________________________________
 LA2112* NAD 83(1997) POSITION- 40 17 56.09517(N) 085 34 02.68799(W)   ADJUSTED
 LA2112* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 LA2112  ______________________________________________________________________
 LA2112  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 LA2112  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 LA2112  HORZ ORDER      -  SECOND
 LA2112
 LA2112.The horizontal coordinates were established by classical geodetic methods
 LA2112.and adjusted by the National Geodetic Survey in May 1999.
 LA2112
 LA2112.The orthometric height was scaled from a topographic map.
 LA2112
 LA2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2112.GEOID18 height accuracy estimate available here.
 LA2112
 LA2112.Click photographs - Photos may exist for this station.
 LA2112
 LA2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2112
 LA2112. The following values were computed from the NAD 83(1997) position.
 LA2112
 LA2112;                    North         East     Units Scale Factor Converg.
 LA2112;SPC IN E     -   560,712.070   108,438.272   MT  0.99996754   +0 03 51.1
 LA2112;SPC IN E     - 1,839,602.85    355,767.90   sFT  0.99996754   +0 03 51.1
 LA2112;UTM  16      - 4,461,919.329   621,752.388   MT  0.99978248   +0 55 36.0
 LA2112
 LA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2112!SPC IN E     -   0.99996269  x   0.99996754  =   0.99993024
 LA2112!UTM  16      -   0.99996269  x   0.99978248  =   0.99974518
 LA2112
 LA2112:                Primary Azimuth Mark                     Grid Az
 LA2112:SPC IN E     -  JANNEY AZ MK                             001 24 02.7
 LA2112:UTM  16      -  JANNEY AZ MK                             000 32 17.8
 LA2112
 LA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2175261919(NAD 83)
 LA2112
 LA2112|---------------------------------------------------------------------|
 LA2112| PID    Reference Object                     Distance      Geod. Az  |
 LA2112|                                                           dddmmss.s |
 LA2112| CC9435 JANNEY AZ MK                                       0012753.8 |
 LA2112| LA2101 UPLAND MUNICIPAL TANK               APPROX.20.5 KM 0170357.2 |
 LA2112| LA2097 EATON MUNICIPAL TANK                APPROX.18.7 KM 0745704.5 |
 LA2112| CC9437 JANNEY RM 2                          32.769 METERS 08935     |
 LA2112| LA2113 ALEXANDRIA MUNICIPAL STANDPIPE      APPROX.10.3 KM 2430316.4 |
 LA2112| LA2114 ALEXANDRIA ALLADIN INDUST TANK      APPROX.10.9 KM 2474529.7 |
 LA2112| LA2116 SUMMITVILLE MUNICIPAL TANK          APPROX. 8.0 KM 3052841.0 |
 LA2112| CC9436 JANNEY RM 1                          44.156 METERS 35951     |
 LA2112|---------------------------------------------------------------------|
 LA2112
 LA2112                          SUPERSEDED SURVEY CONTROL
 LA2112
 LA2112  NAD 83(1995)-  40 17 56.09782(N)    085 34 02.69880(W) AD(       ) 2
 LA2112  NAD 83(1986)-  40 17 56.09770(N)    085 34 02.70116(W) AD(       ) 2
 LA2112  NAD 27      -  40 17 55.95500(N)    085 34 02.79400(W) AD(       ) 2
 LA2112
 LA2112.Superseded values are not recommended for survey control.
 LA2112
 LA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2112.See file dsdata.pdf to determine how the superseded data were derived.
 LA2112
 LA2112_MARKER: DS = TRIANGULATION STATION DISK
 LA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2112_STAMPING: JANNEY 1934
 LA2112_MARK LOGO: CGS
 LA2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2112+STABILITY: SURFACE MOTION
 LA2112
 LA2112  HISTORY     - Date     Condition        Report By
 LA2112  HISTORY     - 1934     MONUMENTED       CGS
 LA2112
 LA2112                          STATION DESCRIPTION
 LA2112
 LA2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2112'ABOUT 12 MILES (AIR LINE) NORTHWEST OF MUNCIE, ABOUT 0.4 MILE EAST OF
 LA2112'THE DELAWARE-MADISON COUNTY LINE, ABOUT 1.5 MILES NORTH OF STATE
 LA2112'HIGHWAY 28, ABOUT 0.5 MILE SOUTH OF THE EAST-WEST GRAVEL ROAD THAT
 LA2112'PASSES MRS. SAYERS HOUSE.
 LA2112'
 LA2112'IT IS 150 FEET SOUTH OF THE SOUTHEAST CORNER OF A TREE GROVE, ON THE
 LA2112'PROPERTY CORNER BETWEEN MRS. SAYER ON THE NORTHWEST, GEORGE PURDUE ON
 LA2112'THE NORTHEAST, WILLIAM THOMAS ON THE SOUTHEAST, AND THE METROPOLITAN
 LA2112'LIFE INSURANCE COMPANY ON THE SOUTHWEST, AND PROJECTS 5 INCHES.
 LA2112'
 LA2112'TO REACH FROM MUNCIE, GO NORTH FROM THE COURTHOUSE 6.1 MILES ON STATE
 LA2112'HIGHWAY 3 TO ITS JUNCTION WITH STATE HIGHWAY 28, TURN WEST ON STATE
 LA2112'HIGHWAY 28 AND GO 11.0 MILES TO THE DELAWARE-MADISON COUNTY LINE, TURN
 LA2112'RIGHT (NORTH) ON GRAVEL ROAD AND GO 2.0 MILES TO AN EAST-WEST GRAVEL
 LA2112'ROAD, TURN EAST AND GO 0.3 MILE TO A BOARD GATE ON THE SOUTH AT MRS.
 LA2112'SAYERS BARN LOT, TURN THROUGH GATE AND GO SOUTH THROUGH BARN LOT AND
 LA2112'PASTURE ABOUT 0.7 MILE TO THE PROPERTY CORNER AND THE STATION.
 LA2112'
 LA2112'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2112'DISKS SET IN CONCRETE.
 LA2112'
 LA2112'REFERENCE MARK NO. 1 IS 144.87 FEET NORTH OF STATION, 2 FEET EAST OF
 LA2112'FENCE LINE, AND 5 FEET SOUTH OF SOUTHEAST CORNER OF GROVE, AND
 LA2112'PROJECTS 3 INCHES.
 LA2112'
 LA2112'REFERENCE MARK NO. 2 IS 107.51 FEET EAST OF STATION ON THE EAST-WEST
 LA2112'FENCE LINE, 180.04 FEET SOUTHEAST OF REFERENCE MARK NO. 1, AND
 LA2112'PROJECTS 4 INCHES.
 LA2112'
 LA2112'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF STATION, ON SOUTH SIDE
 LA2112'OF THE EAST-WEST GRAVEL ROAD, 18 FEET SOUTH OF ITS CENTER-LINE, 1 FOOT
 LA2112'NORTH OF FENCE LINE, 115 FEET EAST OF FENCE CORNER THAT IS ALSO
 LA2112'PROPERTY CORNER BETWEEN MRS.  SAYER AND MR. PURDUE, AND PROJECTS 3
 LA2112'INCHES.
 LA2112'
 LA2112'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1423 ***********************************************************************
 ME1423  DESIGNATION -  JAS L 21
 ME1423  PID         -  ME1423
 ME1423  STATE/COUNTY-  IN/JASPER
 ME1423  COUNTRY     -  US
 ME1423  USGS QUAD   -  PARR (2019)
 ME1423
 ME1423                         *CURRENT SURVEY CONTROL
 ME1423  ______________________________________________________________________
 ME1423* NAD 83(1986) POSITION- 41 01 36.     (N) 087 07 48.     (W)   SCALED
 ME1423* NAVD 88 ORTHO HEIGHT -   206.785 (meters)      678.43  (feet) ADJUSTED
 ME1423  ______________________________________________________________________
 ME1423  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 ME1423  DYNAMIC HEIGHT  -        206.696 (meters)      678.14  (feet) COMP
 ME1423  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 ME1423
 ME1423  VERT ORDER      -  SECOND    CLASS 0
 ME1423
 ME1423.The horizontal coordinates were scaled from a map and have
 ME1423.an estimated accuracy of +/- 6 seconds.
 ME1423
 ME1423.The orthometric height was determined by differential leveling and
 ME1423.adjusted by the NATIONAL GEODETIC SURVEY
 ME1423.in June 1991.
 ME1423
 ME1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1423.GEOID18 height accuracy estimate available here.
 ME1423
 ME1423.Click photographs - Photos may exist for this station.
 ME1423
 ME1423.The dynamic height is computed by dividing the NAVD 88
 ME1423.geopotential number by the normal gravity value computed on the
 ME1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1423.degrees latitude (g = 980.6199 gals.).
 ME1423
 ME1423.The modeled gravity was interpolated from observed gravity values.
 ME1423
 ME1423;                    North         East    Units  Estimated Accuracy
 ME1423;SPC IN W     -   641,520.      896,080.      MT  (+/- 180 meters Scaled)
 ME1423
 ME1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL890417(NAD 83)
 ME1423
 ME1423                          SUPERSEDED SURVEY CONTROL
 ME1423
 ME1423  NGVD 29 (??/??/92)  206.874  (m)          678.72   (f) ADJ UNCH    2 0
 ME1423
 ME1423.Superseded values are not recommended for survey control.
 ME1423
 ME1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1423.See file dsdata.pdf to determine how the superseded data were derived.
 ME1423
 ME1423_MARKER: DD = SURVEY DISK
 ME1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1423_SP_SET: FOUNDATION
 ME1423_STAMPING: JAS L 21
 ME1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1423
 ME1423  HISTORY     - Date     Condition        Report By
 ME1423  HISTORY     - UNK      MONUMENTED       INHD
 ME1423  HISTORY     - 1946     GOOD             CGS
 ME1423  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1423  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1423
 ME1423                          STATION DESCRIPTION
 ME1423
 ME1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1423'4.6 MI E FROM PARR.
 ME1423'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1423'AT PARR, 1.1 MILE EAST OF THE INTERSECTION WITH STATE HIGHWAY
 ME1423'53, 0.1 MILE WEST OF A CROSS ROAD, SET IN THE TOP OF THE
 ME1423'NORTHEAST CORNER OF THE FOUNDATION FOR THE SOUTH CONCRETE RAILING
 ME1423'OF A 105-FOOT BRIDGE OVER A DRAINAGE DITCH, 13 FEET SOUTH OF THE
 ME1423'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE BRIDGE
 ME1423'FLOOR.
 ME1423
 ME1423                          STATION RECOVERY (2005)
 ME1423
 ME1423'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1423'THE BRIDGE HAS BEEN REPLACED.
 ME1423
 ME1423                          STATION RECOVERY (2012)
 ME1423
 ME1423'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1426 ***********************************************************************
 ME1426  DESIGNATION -  JAS L 22
 ME1426  PID         -  ME1426
 ME1426  STATE/COUNTY-  IN/JASPER
 ME1426  COUNTRY     -  US
 ME1426  USGS QUAD   -  GIFFORD (2019)
 ME1426
 ME1426                         *CURRENT SURVEY CONTROL
 ME1426  ______________________________________________________________________
 ME1426* NAD 83(1986) POSITION- 41 01 38.     (N) 087 04 47.     (W)   SCALED
 ME1426* NAVD 88 ORTHO HEIGHT -   207.726 (meters)      681.51  (feet) ADJUSTED
 ME1426  ______________________________________________________________________
 ME1426  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 ME1426  DYNAMIC HEIGHT  -        207.636 (meters)      681.22  (feet) COMP
 ME1426  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 ME1426
 ME1426  VERT ORDER      -  SECOND    CLASS 0
 ME1426
 ME1426.The horizontal coordinates were scaled from a map and have
 ME1426.an estimated accuracy of +/- 6 seconds.
 ME1426
 ME1426.The orthometric height was determined by differential leveling and
 ME1426.adjusted by the NATIONAL GEODETIC SURVEY
 ME1426.in June 1991.
 ME1426
 ME1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1426.GEOID18 height accuracy estimate available here.
 ME1426
 ME1426.Click photographs - Photos may exist for this station.
 ME1426
 ME1426.The dynamic height is computed by dividing the NAVD 88
 ME1426.geopotential number by the normal gravity value computed on the
 ME1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1426.degrees latitude (g = 980.6199 gals.).
 ME1426
 ME1426.The modeled gravity was interpolated from observed gravity values.
 ME1426
 ME1426;                    North         East    Units  Estimated Accuracy
 ME1426;SPC IN W     -   641,580.      900,300.      MT  (+/- 180 meters Scaled)
 ME1426
 ME1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL932417(NAD 83)
 ME1426
 ME1426                          SUPERSEDED SURVEY CONTROL
 ME1426
 ME1426  NGVD 29 (??/??/92)  207.816  (m)          681.81   (f) ADJ UNCH    2 0
 ME1426
 ME1426.Superseded values are not recommended for survey control.
 ME1426
 ME1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1426.See file dsdata.pdf to determine how the superseded data were derived.
 ME1426
 ME1426_MARKER: DB = BENCH MARK DISK
 ME1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1426_SP_SET: BRIDGE
 ME1426_STAMPING: JAS L 22
 ME1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1426
 ME1426  HISTORY     - Date     Condition        Report By
 ME1426  HISTORY     - UNK      MONUMENTED       INHD
 ME1426  HISTORY     - 1946     GOOD             CGS
 ME1426  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1426  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1426
 ME1426                          STATION DESCRIPTION
 ME1426
 ME1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1426'7.2 MI E FROM PARR.
 ME1426'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1426'AT PARR, 0.3 MILE EAST OF A CROSS ROAD, SET IN THE TOP OF THE
 ME1426'SOUTHEAST WINGWALL OF A 36-FOOT BRIDGE OVER A DRAINAGE DITCH, 16
 ME1426'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT
 ME1426'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 ME1426
 ME1426                          STATION RECOVERY (2005)
 ME1426
 ME1426'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1426'THE BRIDGE HAS BEEN REPLACED.
 ME1426
 ME1426                          STATION RECOVERY (2012)
 ME1426
 ME1426'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1331 ***********************************************************************
 ME1331  DESIGNATION -  JAS L 45
 ME1331  PID         -  ME1331
 ME1331  STATE/COUNTY-  IN/JASPER
 ME1331  COUNTRY     -  US
 ME1331  USGS QUAD   -  WHEATFIELD (2019)
 ME1331
 ME1331                         *CURRENT SURVEY CONTROL
 ME1331  ______________________________________________________________________
 ME1331* NAD 83(1997) POSITION- 41 13 50.72259(N) 087 02 41.75217(W)   ADJUSTED
 ME1331* NAVD 88 ORTHO HEIGHT -   201.601 (meters)      661.42  (feet) ADJUSTED
 ME1331  ______________________________________________________________________
 ME1331  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME1331  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 ME1331  DYNAMIC HEIGHT  -        201.516 (meters)      661.14  (feet) COMP
 ME1331  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 ME1331
 ME1331  HORZ ORDER      -  SECOND
 ME1331  VERT ORDER      -  SECOND    CLASS 0
 ME1331
 ME1331.The horizontal coordinates were established by classical geodetic methods
 ME1331.and adjusted by the National Geodetic Survey in May 1999.
 ME1331
 ME1331.The orthometric height was determined by differential leveling and
 ME1331.adjusted by the NATIONAL GEODETIC SURVEY
 ME1331.in June 1991.
 ME1331
 ME1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1331.GEOID18 height accuracy estimate available here.
 ME1331
 ME1331.Click photographs - Photos may exist for this station.
 ME1331
 ME1331.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1331
 ME1331.The dynamic height is computed by dividing the NAVD 88
 ME1331.geopotential number by the normal gravity value computed on the
 ME1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1331.degrees latitude (g = 980.6199 gals.).
 ME1331
 ME1331.The modeled gravity was interpolated from observed gravity values.
 ME1331
 ME1331. The following values were computed from the NAD 83(1997) position.
 ME1331
 ME1331;                    North         East     Units Scale Factor Converg.
 ME1331;SPC IN W     -   664,184.954   903,219.572   MT  0.99996679   +0 01 31.1
 ME1331;SPC IN W     - 2,179,080.14  2,963,312.88   sFT  0.99996679   +0 01 31.1
 ME1331;UTM  16      - 4,564,374.685   496,234.430   MT  0.99960017   -0 01 46.6
 ME1331
 ME1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1331!SPC IN W     -   0.99997368  x   0.99996679  =   0.99994047
 ME1331!UTM  16      -   0.99997368  x   0.99960017  =   0.99957386
 ME1331
 ME1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9623464374(NAD 83)
 ME1331
 ME1331                          SUPERSEDED SURVEY CONTROL
 ME1331
 ME1331  NAD 83(1986)-  41 13 50.72828(N)    087 02 41.75815(W) AD(       ) 2
 ME1331  NAD 27      -  41 13 50.59560(N)    087 02 41.66860(W) AD(       ) 2
 ME1331  NGVD 29 (??/??/92)  201.695  (m)          661.73   (f) ADJ UNCH    2 0
 ME1331  NGVD 29             201.70   (m)          661.7    (f) LEVELING    3  
 ME1331
 ME1331.Superseded values are not recommended for survey control.
 ME1331
 ME1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1331.See file dsdata.pdf to determine how the superseded data were derived.
 ME1331
 ME1331_MARKER: DB = BENCH MARK DISK
 ME1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1331_STAMPING: JAS L 45
 ME1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1331+STABILITY: SURFACE MOTION
 ME1331
 ME1331  HISTORY     - Date     Condition        Report By
 ME1331  HISTORY     - UNK      MONUMENTED       INHD
 ME1331  HISTORY     - 1946     GOOD             CGS
 ME1331  HISTORY     - 1971     GOOD             BRADY
 ME1331  HISTORY     - 1984     GOOD             BRADY
 ME1331  HISTORY     - 20120126 POOR             INDOT
 ME1331  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1331
 ME1331                          STATION DESCRIPTION
 ME1331
 ME1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1331'3 MI NE FROM WHEATFIELD.
 ME1331'ABOUT 0.45 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1331'THE STATION AT WHEATFIELD, THENCE 2.5 MILES NORTH ALONG STATE
 ME1331'HIGHWAY 49, AT THE JUNCTION WITH AN EAST-WEST GRAVEL ROAD, ABOUT
 ME1331'90 YARDS SOUTHWEST OF A LARGE RED BARN THAT IS ON THE EAST SIDE
 ME1331'OF THE HIGHWAY, IN THE NORTHWEST QUARTER OF THE INTERSECTION,
 ME1331'40 FEET WEST AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, 67
 ME1331'FEET NORTH OF THE CENTER OF THE CROSS ROAD, 44 FEET NORTHEAST
 ME1331'OF A CORNER FENCE POST, 16 FEET WEST OF THE WEST END OF A 24
 ME1331'INCH PIPE CULVERT UNDER THE HIGHWAY, 2.5 FEET EAST OF THE WEST
 ME1331'RIGHT OF WAY FENCE LINE AND 2 FEET SOUTH OF A WHITE WOODEN
 ME1331'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 ME1331'AND PROJECTING ABOUT 8-INCHES.
 ME1331
 ME1331                          STATION RECOVERY (1971)
 ME1331
 ME1331'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 ME1331'RECOVERED IN GOOD CONDITION.
 ME1331
 ME1331                          STATION RECOVERY (1984)
 ME1331
 ME1331'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984
 ME1331'RECOVERED IN GOOD CONDITION.
 ME1331
 ME1331                          STATION RECOVERY (2012)
 ME1331
 ME1331'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME1331'MONUMENT WAS FOUND,BUT HIT BY MOWER. DISK LOOKS DISTRUBED.
 ME1331
 ME1331                          STATION RECOVERY (2012)
 ME1331
 ME1331'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1425 ***********************************************************************
 LB1425  DESIGNATION -  JAS L 48
 LB1425  PID         -  LB1425
 LB1425  STATE/COUNTY-  IN/JASPER
 LB1425  COUNTRY     -  US
 LB1425  USGS QUAD   -  WOLCOTT (2019)
 LB1425
 LB1425                         *CURRENT SURVEY CONTROL
 LB1425  ______________________________________________________________________
 LB1425* NAD 83(1986) POSITION- 40 52 01.     (N) 087 04 31.     (W)   SCALED
 LB1425* NAVD 88 ORTHO HEIGHT -   204.416 (meters)      670.65  (feet) ADJUSTED
 LB1425  ______________________________________________________________________
 LB1425  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 LB1425  DYNAMIC HEIGHT  -        204.325 (meters)      670.36  (feet) COMP
 LB1425  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 LB1425
 LB1425  VERT ORDER      -  SECOND    CLASS 0
 LB1425
 LB1425.The horizontal coordinates were scaled from a map and have
 LB1425.an estimated accuracy of +/- 6 seconds.
 LB1425
 LB1425.The orthometric height was determined by differential leveling and
 LB1425.adjusted by the NATIONAL GEODETIC SURVEY
 LB1425.in June 1991.
 LB1425
 LB1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1425.GEOID18 height accuracy estimate available here.
 LB1425
 LB1425.Click photographs - Photos may exist for this station.
 LB1425
 LB1425.The dynamic height is computed by dividing the NAVD 88
 LB1425.geopotential number by the normal gravity value computed on the
 LB1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1425.degrees latitude (g = 980.6199 gals.).
 LB1425
 LB1425.The modeled gravity was interpolated from observed gravity values.
 LB1425
 LB1425;                    North         East    Units  Estimated Accuracy
 LB1425;SPC IN W     -   623,780.      900,680.      MT  (+/- 180 meters Scaled)
 LB1425
 LB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL936239(NAD 83)
 LB1425
 LB1425                          SUPERSEDED SURVEY CONTROL
 LB1425
 LB1425  NGVD 29 (??/??/92)  204.502  (m)          670.94   (f) ADJ UNCH    2 0
 LB1425
 LB1425.Superseded values are not recommended for survey control.
 LB1425
 LB1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1425.See file dsdata.pdf to determine how the superseded data were derived.
 LB1425
 LB1425_MARKER: DD = SURVEY DISK
 LB1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1425_SP_SET: BRIDGE ABUTMENT
 LB1425_STAMPING: JAS L 48
 LB1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1425
 LB1425  HISTORY     - Date     Condition        Report By
 LB1425  HISTORY     - UNK      MONUMENTED       INHD
 LB1425  HISTORY     - 1946     GOOD             CGS
 LB1425  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1425  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1425  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 LB1425
 LB1425                          STATION DESCRIPTION
 LB1425
 LB1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1425'10.2 MI W FROM MONON.
 LB1425'ABOUT 10.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1425'BUILDING AT MONON, 0.3 MILE EAST OF QUEEN CITY SCHOOL NO. 3 AND
 LB1425'A NORTH-SOUTH CROSS ROAD, IN THE TOP OF THE NORTH END OF THE WEST
 LB1425'ABUTMENT OF A 35-FOOT CONCRETE BRIDGE OVER KEEFE DITCH, 16.5 FEET
 LB1425'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT
 LB1425'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LB1425
 LB1425                          STATION RECOVERY (2007)
 LB1425
 LB1425'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1425'BRIDGE REPLACED
 LB1425
 LB1425                          STATION RECOVERY (2008)
 LB1425
 LB1425'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1425'BRIDGE REPLACED
 LB1425
 LB1425                          STATION RECOVERY (2012)
 LB1425
 LB1425'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1351 ***********************************************************************
 LB1351  DESIGNATION -  JAS L 49
 LB1351  PID         -  LB1351
 LB1351  STATE/COUNTY-  IN/JASPER
 LB1351  COUNTRY     -  US
 LB1351  USGS QUAD   -  RENSSELAER (2019)
 LB1351
 LB1351                         *CURRENT SURVEY CONTROL
 LB1351  ______________________________________________________________________
 LB1351* NAD 83(1986) POSITION- 40 56 06.     (N) 087 09 14.     (W)   SCALED
 LB1351* NAVD 88 ORTHO HEIGHT -   200.146 (meters)      656.65  (feet) ADJUSTED
 LB1351  ______________________________________________________________________
 LB1351  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 LB1351  DYNAMIC HEIGHT  -        200.059 (meters)      656.36  (feet) COMP
 LB1351  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 LB1351
 LB1351  VERT ORDER      -  SECOND    CLASS 0
 LB1351
 LB1351.The horizontal coordinates were scaled from a map and have
 LB1351.an estimated accuracy of +/- 6 seconds.
 LB1351
 LB1351.The orthometric height was determined by differential leveling and
 LB1351.adjusted by the NATIONAL GEODETIC SURVEY
 LB1351.in June 1991.
 LB1351
 LB1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1351.GEOID18 height accuracy estimate available here.
 LB1351
 LB1351.Click photographs - Photos may exist for this station.
 LB1351
 LB1351.The dynamic height is computed by dividing the NAVD 88
 LB1351.geopotential number by the normal gravity value computed on the
 LB1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1351.degrees latitude (g = 980.6199 gals.).
 LB1351
 LB1351.The modeled gravity was interpolated from observed gravity values.
 LB1351
 LB1351;                    North         East    Units  Estimated Accuracy
 LB1351;SPC IN W     -   631,340.      894,060.      MT  (+/- 180 meters Scaled)
 LB1351
 LB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870315(NAD 83)
 LB1351
 LB1351                          SUPERSEDED SURVEY CONTROL
 LB1351
 LB1351  NGVD 29 (??/??/92)  200.233  (m)          656.93   (f) ADJ UNCH    2 0
 LB1351
 LB1351.Superseded values are not recommended for survey control.
 LB1351
 LB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1351.See file dsdata.pdf to determine how the superseded data were derived.
 LB1351
 LB1351_MARKER: DD = SURVEY DISK
 LB1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1351_SP_SET: CONCRETE WALKWAY
 LB1351_STAMPING: JAS L 49
 LB1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1351
 LB1351  HISTORY     - Date     Condition        Report By
 LB1351  HISTORY     - UNK      MONUMENTED       INHD
 LB1351  HISTORY     - 1946     GOOD             CGS
 LB1351  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1351  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1351  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1351  HISTORY     - 20180318 MARK NOT FOUND   INDOT
 LB1351
 LB1351                          STATION DESCRIPTION
 LB1351
 LB1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1351'AT RENSSELAER.
 LB1351'AT RENSSELAER, ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 53
 LB1351'FROM THE COURT HOUSE, AT THE SOUTHWEST END OF A CONCRETE BRIDGE
 LB1351'OVER THE IROQUOIS RIVER, 9.5 FEET NORTHEAST OF THE SOUTHWEST END
 LB1351'OF THE BRIDGE, 25 FEET NORTHWEST OF THE CENTER LINE OF THE BRIDGE
 LB1351'FLOOR, 11.5 FEET NORTHEAST OF A LAMP POST BASE AT THE WEST
 LB1351'CORNER OF THE BRIDGE, 0.2 FOOT SOUTHEAST OF THE NORTHWEST
 LB1351'STEEL HAND RAILING, SET IN THE TOP OF THE CONCRETE WALKWAY, AND
 LB1351'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LB1351
 LB1351                          STATION RECOVERY (2007)
 LB1351
 LB1351'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1351'BRIDGE REPLACED
 LB1351
 LB1351                          STATION RECOVERY (2008)
 LB1351
 LB1351'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1351'BRIDGE REPLACED
 LB1351
 LB1351                          STATION RECOVERY (2012)
 LB1351
 LB1351'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1351'MARK NOT FOUND.
 LB1351
 LB1351                          STATION RECOVERY (2018)
 LB1351
 LB1351'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1351'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1800 ***********************************************************************
 KA1800  DESIGNATION -  JASONVILLE
 KA1800  PID         -  KA1800
 KA1800  STATE/COUNTY-  IN/GREENE
 KA1800  COUNTRY     -  US
 KA1800  USGS QUAD   -  JASONVILLE (2019)
 KA1800
 KA1800                         *CURRENT SURVEY CONTROL
 KA1800  ______________________________________________________________________
 KA1800* NAD 83(1997) POSITION- 39 09 36.66030(N) 087 12 08.76568(W)   ADJUSTED
 KA1800* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 KA1800  ______________________________________________________________________
 KA1800  GEOID HEIGHT    -        -32.516 (meters)                     GEOID18
 KA1800  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 KA1800  HORZ ORDER      -  THIRD
 KA1800
 KA1800.The horizontal coordinates were established by classical geodetic methods
 KA1800.and adjusted by the National Geodetic Survey in May 1999.
 KA1800
 KA1800.The orthometric height was scaled from a topographic map.
 KA1800
 KA1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1800.GEOID18 height accuracy estimate available here.
 KA1800
 KA1800.Click photographs - Photos may exist for this station.
 KA1800
 KA1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1800
 KA1800. The following values were computed from the NAD 83(1997) position.
 KA1800
 KA1800;                    North         East     Units Scale Factor Converg.
 KA1800;SPC IN W     -   434,285.540   889,706.304   MT  0.99996797   -0 04 30.8
 KA1800;SPC IN W     - 1,424,818.48  2,918,978.10   sFT  0.99996797   -0 04 30.8
 KA1800;UTM  16      - 4,334,572.065   482,510.391   MT  0.99960377   -0 07 40.2
 KA1800
 KA1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1800!SPC IN W     -   0.99997453  x   0.99996797  =   0.99994250
 KA1800!UTM  16      -   0.99997453  x   0.99960377  =   0.99957831
 KA1800
 KA1800:                Primary Azimuth Mark                     Grid Az
 KA1800:SPC IN W     -  DAGGETT                                  065 02 31.0
 KA1800:UTM  16      -  DAGGETT                                  065 05 40.4
 KA1800
 KA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8251034572(NAD 83)
 KA1800
 KA1800|---------------------------------------------------------------------|
 KA1800| PID    Reference Object                     Distance      Geod. Az  |
 KA1800|                                                           dddmmss.s |
 KA1800| KA1793 DAGGETT                             APPROX.15.5 KM 0645800.2 |
 KA1800| CM2907 JASONVILLE RM 1                      25.745 METERS 14731     |
 KA1800| CM2906 JASONVILLE AZ MK                                   1810720.9 |
 KA1800| CM2908 JASONVILLE RM 2                      26.148 METERS 26014     |
 KA1800|---------------------------------------------------------------------|
 KA1800
 KA1800                          SUPERSEDED SURVEY CONTROL
 KA1800
 KA1800  NAD 83(1986)-  39 09 36.66649(N)    087 12 08.76098(W) AD(       ) 3
 KA1800  NAD 27      -  39 09 36.51410(N)    087 12 08.71490(W) AD(       ) 3
 KA1800
 KA1800.Superseded values are not recommended for survey control.
 KA1800
 KA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1800.See file dsdata.pdf to determine how the superseded data were derived.
 KA1800
 KA1800_MARKER: DS = TRIANGULATION STATION DISK
 KA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1800_STAMPING: JASONVILLE 1947
 KA1800_MARK LOGO: CGS
 KA1800_PROJECTION: FLUSH
 KA1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1800+STABILITY: SURFACE MOTION
 KA1800
 KA1800  HISTORY     - Date     Condition        Report By
 KA1800  HISTORY     - 1947     MONUMENTED       CGS
 KA1800  HISTORY     - 1957     GOOD             CGS
 KA1800  HISTORY     - 1982     GOOD             LOCENG
 KA1800
 KA1800                          STATION DESCRIPTION
 KA1800
 KA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1800'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF THE TOWN OF
 KA1800'JASONVILLE AND ON THE JASONVILLE GRADE SCHOOL GROUNDS.  IT IS
 KA1800'197.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GRADE SCHOOL
 KA1800'WEST BUILDING, 72 FEET SOUTHEAST OF A 3-FOOT SUMAC TREE, 37
 KA1800'FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL GROUNDS,
 KA1800'AND 35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF LIBERTY
 KA1800'STREET. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1800'JASONVILLE 1947.
 KA1800'
 KA1800'REFERENCE MARK NO. 1 IS 84.47 FEET SOUTHEAST OF THE STATION, AND ON
 KA1800'THE EASTERN EDGE OF THE SCHOOL GROUNDS. THE MARK IS FLUSH WITH
 KA1800'THE GROUND, AND THE DISK IS STAMPED JASONVILLE NO 1 1947.
 KA1800'
 KA1800'REFERENCE MARK NO. 2 IS 85.79 FEET WEST-SOUTHWEST OF THE STATION,112
 KA1800'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GRADE SCHOOL
 KA1800'W. BLDG., AND 53 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF LIBERTY
 KA1800'STREET. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1800'STAMPED JASONVILLE NO 2 1947.
 KA1800'
 KA1800'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION AND IN THE
 KA1800'SOUTHWEST ANGLE OF THE INTERSECTION OF ROOSEVELT AND OAK
 KA1800'STREETS. IT IS 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KA1800'ROOSEVELT STREET, AND 16 FEET SOUTH OF THE APPROXIMATE
 KA1800'CENTERLINE OF OAK STREET. THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 KA1800'STAMPED JASONVILLE 1947.
 KA1800'
 KA1800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROOSEVELT
 KA1800'STREET FOR 0.25 MILE TO OAK STREET AND THE AZIMUTH MARK ON THE
 KA1800'RIGHT.
 KA1800'
 KA1800'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 KA1800
 KA1800                          STATION RECOVERY (1957)
 KA1800
 KA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1800'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED. THE
 KA1800'AZIMUTH MARK WAS RECOVERED AS DESCRIBED BUT IT CANNOT BE
 KA1800'SEEN FROM THE STATION DUE TO A WATER TOWER WHICH HAS BEEN BUILT
 KA1800'BETWEEN THEM.
 KA1800'
 KA1800'THE DIFFERENCE BETWEEN THE AZIMUTHS OF REFERENCE MARK 1 AND REFERENCE
 KA1800'MARK 2, 112 DEG. 42 MIN. 59 SEC., DOES NOT CHECK WITH THE
 KA1800'ANGLE TURNED BETWEEN THE TWO MARKS WHILE OCCUPYING THE STATION, 112
 KA1800'DEG. 36 MIN. 17 SEC.
 KA1800
 KA1800                          STATION RECOVERY (1982)
 KA1800
 KA1800'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1800'JASONVILLE 1947 RECOVERED IN GOOD CONDITION.
 KA1800'
 KA1800'REF. 33.2 FT. S30W TO N ANCHOR BOLT ON NW LEG OF WATER TANK 33.1
 KA1800'FT. S30E TO N ANCHOR BOLT ON NE LEG OF WATER TANK BURIED SIX (6)
 KA1800'INCHES.
 KA1800'
 KA1800'RM NO. 1 31.5 FT. N70W TO NE ANCHOR BOLT ON SE LEG OF WATER TANK
 KA1800'50.0 FT. N35W TO SE ANCHOR BOLT ON NE LEG OF WATER TANK FLUSH
 KA1800'WITH GROUND.
 KA1800'
 KA1800'AZ. MK. REFERENCES ADEQUATE.  RM NO. 2 APPARANTLY DESTROYED BY
 KA1800'APARTMENT BLDG. CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2463 ***********************************************************************
 LB2463  DESIGNATION -  JASPER
 LB2463  PID         -  LB2463
 LB2463  STATE/COUNTY-  IN/TIPTON
 LB2463  COUNTRY     -  US
 LB2463  USGS QUAD   -  TIPTON (2019)
 LB2463
 LB2463                         *CURRENT SURVEY CONTROL
 LB2463  ______________________________________________________________________
 LB2463* NAD 83(1997) POSITION- 40 16 38.09737(N) 086 02 01.36372(W)   ADJUSTED
 LB2463* NAVD 88 ORTHO HEIGHT -   265.86  (+/-2cm)      872.2   (feet) VERTCON3
 LB2463  ______________________________________________________________________
 LB2463  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 LB2463  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 LB2463  HORZ ORDER      -  SECOND
 LB2463  VERT ORDER      -  THIRD ? (See Below)
 LB2463
 LB2463.The horizontal coordinates were established by classical geodetic methods
 LB2463.and adjusted by the National Geodetic Survey in May 1999.
 LB2463
 LB2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2463
 LB2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2463.GEOID18 height accuracy estimate available here.
 LB2463
 LB2463.The vertical order pertains to the NGVD 29 superseded value.
 LB2463
 LB2463.Click photographs - Photos may exist for this station.
 LB2463
 LB2463.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2463
 LB2463. The following values were computed from the NAD 83(1997) position.
 LB2463
 LB2463;                    North         East     Units Scale Factor Converg.
 LB2463;SPC IN E     -   558,366.260    68,784.707   MT  0.99997866   -0 14 14.3
 LB2463;SPC IN E     - 1,831,906.64    225,671.16   sFT  0.99997866   -0 14 14.3
 LB2463;UTM  16      - 4,458,977.766   582,148.135   MT  0.99968307   +0 37 29.0
 LB2463
 LB2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2463!SPC IN E     -   0.99996369  x   0.99997866  =   0.99994235
 LB2463!UTM  16      -   0.99996369  x   0.99968307  =   0.99964677
 LB2463
 LB2463:                Primary Azimuth Mark                     Grid Az
 LB2463:SPC IN E     -  JAY                                      169 55 30.2
 LB2463:UTM  16      -  JAY                                      169 03 46.9
 LB2463
 LB2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8214858977(NAD 83)
 LB2463
 LB2463|---------------------------------------------------------------------|
 LB2463| PID    Reference Object                     Distance      Geod. Az  |
 LB2463|                                                           dddmmss.s |
 LB2463| CC9438 JASPER RM                            11.395 METERS 14712     |
 LB2463| LB2464 JAY                                 APPROX. 0.7 KM 1694115.9 |
 LB2463| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 0.8 KM 3084819.8 |
 LB2463| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 1.0 KM 3441054.6 |
 LB2463|---------------------------------------------------------------------|
 LB2463
 LB2463                          SUPERSEDED SURVEY CONTROL
 LB2463
 LB2463  NAD 83(1986)-  40 16 38.10177(N)    086 02 01.38002(W) AD(       ) 2
 LB2463  NAD 27      -  40 16 37.96600(N)    086 02 01.42600(W) AD(       ) 2
 LB2463  USSD        -  40 16 37.98900(N)    086 02 01.28900(W) AD(       ) 3
 LB2463  NGVD 29             265.98   (m)          872.6    (f) LEVELING    3  
 LB2463
 LB2463.Superseded values are not recommended for survey control.
 LB2463
 LB2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2463.See file dsdata.pdf to determine how the superseded data were derived.
 LB2463
 LB2463_MARKER: DS = TRIANGULATION STATION DISK
 LB2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2463_STAMPING: JASPER 1920
 LB2463_MARK LOGO: CGS
 LB2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2463+STABILITY: SURFACE MOTION
 LB2463
 LB2463  HISTORY     - Date     Condition        Report By
 LB2463  HISTORY     - 1920     MONUMENTED       CGS
 LB2463  HISTORY     - 1948     GOOD             CGS
 LB2463
 LB2463                          STATION DESCRIPTION
 LB2463
 LB2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2463'THE STATION IS ABOUT 1/2 MILE S OF TIPTON, 150 YARDS N OF THE ROAD
 LB2463'CROSSING, SW OF THE BRICK KILN, ABOUT 200 YARDS S OF THE RAILROAD
 LB2463'BRIDGE NO. 12-88, 5.635 METERS (18.49 FEET) E OF THE E AND NEAREST
 LB2463'RAIL.
 LB2463'
 LB2463'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2463'SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME
 LB2463'SIDE OF THE TRACK, 11.395 METERS (37.38 FEET) FROM THE STATION
 LB2463'S 32 DEG 48 MIN E.
 LB2463
 LB2463                          STATION RECOVERY (1948)
 LB2463
 LB2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2463'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2151 ***********************************************************************
 LB2151  DESIGNATION -  JASPER CO AIRPORT AIRWAY BCN
 LB2151  PID         -  LB2151
 LB2151  STATE/COUNTY-  IN/JASPER
 LB2151  COUNTRY     -  US
 LB2151  USGS QUAD   -  RENSSELAER (2019)
 LB2151
 LB2151                         *CURRENT SURVEY CONTROL
 LB2151  ______________________________________________________________________
 LB2151* NAD 83(1997) POSITION- 40 56 30.30889(N) 087 10 57.61683(W)   ADJUSTED
 LB2151  ______________________________________________________________________
 LB2151  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 LB2151  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 LB2151  HORZ ORDER      -  THIRD
 LB2151
 LB2151.This mark is at Jasper County Airport (RZL)
 LB2151
 LB2151.The horizontal coordinates were established by classical geodetic methods
 LB2151.and adjusted by the National Geodetic Survey in May 1999.
 LB2151
 LB2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2151.GEOID18 height accuracy estimate available here.
 LB2151
 LB2151.Click photographs - Photos may exist for this station.
 LB2151
 LB2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2151
 LB2151. The following values were computed from the NAD 83(1997) position.
 LB2151
 LB2151;                    North         East     Units Scale Factor Converg.
 LB2151;SPC IN W     -   632,094.581   891,635.103   MT  0.99996753   -0 03 54.3
 LB2151;SPC IN W     - 2,073,796.97  2,925,306.17   sFT  0.99996753   -0 03 54.3
 LB2151;UTM  16      - 4,532,307.129   484,623.540   MT  0.99960291   -0 07 10.9
 LB2151
 LB2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8462332307(NAD 83)
 LB2151
 LB2151                          SUPERSEDED SURVEY CONTROL
 LB2151
 LB2151  NAD 83(1986)-  40 56 30.31411(N)    087 10 57.62621(W) AD(       ) 3
 LB2151  NAD 27      -  40 56 30.17500(N)    087 10 57.54200(W) AD(       ) 3
 LB2151
 LB2151.Superseded values are not recommended for survey control.
 LB2151
 LB2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2151.See file dsdata.pdf to determine how the superseded data were derived.
 LB2151
 LB2151_MARKER: 21 = AIRPORT BEACON
 LB2151
 LB2151  HISTORY     - Date     Condition        Report By
 LB2151  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2151
 LB2151                          STATION DESCRIPTION
 LB2151
 LB2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2151'THIS IS AN INTERSECTION STATION.
 LB2151'
 LB2151'STATION IS LOCATED ON THE JASPER COUNTY AIRPORT ABOUT 2 MILES WEST OF
 LB2151'THE COURTHOUSE IN RENSSELAER.  IT IS A STANDARD CIVIL AERONAUTIC
 LB2151'AIRWAY BEACON PAINTED RED AND WHITE AND ABOUT 70 FEET HIGH AND JUST
 LB2151'NORTH OF THE ADMINISTRATION BUILDING.  THE POINT OBSERVED WAS THE
 LB2151'CENTER OF THE LIGHT OF THE BEACON.
 LB2151'
 LB2151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 53
 LB2151'AND THE COURTHOUSE IN RENSSELAER GO NORTH AND WEST ON HIGHWAY 114
 LB2151'FOR 1.8 MILES TO THE AIRPORT ON THE RIGHT AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4650 ***********************************************************************
 DM4650  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4650  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4650  DESIGNATION -  JASPER CORS ARP
 DM4650  CORS_ID     -  INJS
 DM4650  PID         -  DM4650
 DM4650  STATE/COUNTY-  IN/DUBOIS
 DM4650  COUNTRY     -  US
 DM4650  USGS QUAD   -  JASPER (2019)
 DM4650
 DM4650                         *CURRENT SURVEY CONTROL
 DM4650  ______________________________________________________________________
 DM4650* NAD 83(2011) POSITION- 38 24 30.04848(N) 086 56 19.27120(W)   ADJUSTED
 DM4650* NAD 83(2011) ELLIP HT-   155.687 (meters)        (04/??/25)   ADJUSTED
 DM4650* NAD 83(2011) EPOCH   -  2010.00
 DM4650* NAVD 88 ORTHO HEIGHT -   188.15  (meters)      617.3   (feet) GPS OBS
 DM4650  ______________________________________________________________________
 DM4650  GEOID HEIGHT    -        -32.457 (meters)                     GEOID18
 DM4650  NAD 83(2011) X  -    267,264.218 (meters)                     COMP
 DM4650  NAD 83(2011) Y  - -4,997,376.747 (meters)                     COMP
 DM4650  NAD 83(2011) Z  -  3,941,158.821 (meters)                     COMP
 DM4650
 DM4650  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4650  Standards:
 DM4650         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4650            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4650  -------------------------------------------------------------------
 DM4650  NETWORK    0.07   0.17           0.03   0.03   0.09     -0.18197000
 DM4650  -------------------------------------------------------------------
 DM4650
 DM4650.The coordinates were established by GPS observations
 DM4650.and adjusted by the National Geodetic Survey in April 2025.
 DM4650
 DM4650.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4650.been affixed to the stable North American Tectonic Plate. 
 DM4650
 DM4650.The coordinates are valid at the epoch date displayed above
 DM4650.which is a decimal equivalence of Year/Month/Day.
 DM4650
 DM4650.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4650.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4650.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4650.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4650.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4650.published epoch of 2010.00.
 DM4650
 DM4650.Additional information on MYCS is available at:
 DM4650.https://geodesy.noaa.gov/CORS/index.shtml
 DM4650
 DM4650.The orthometric height was determined by GPS observations and a
 DM4650.high-resolution geoid model using precise GPS observation and
 DM4650.processing techniques.
 DM4650
 DM4650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4650.GEOID18 height accuracy estimate available here.
 DM4650
 DM4650.The PID for the CORS L1 Phase Center is DS2876.
 DM4650
 DM4650.Click photographs - Photos may exist for this station.
 DM4650
 DM4650.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4650
 DM4650.The ellipsoidal height was determined by GPS observations
 DM4650.and is referenced to NAD 83.
 DM4650
 DM4650. The following values were computed from the NAD 83(2011) position.
 DM4650
 DM4650;                    North         East     Units Scale Factor Converg.
 DM4650;SPC IN W     -   350,829.059   912,633.503   MT  0.99996863   +0 05 23.5
 DM4650;SPC IN W     - 1,151,011.67  2,994,198.42   sFT  0.99996863   +0 05 23.5
 DM4650;UTM  16      - 4,251,125.304   505,353.180   MT  0.99960035   +0 02 17.1
 DM4650
 DM4650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4650!SPC IN W     -   0.99997557  x   0.99996863  =   0.99994420
 DM4650!UTM  16      -   0.99997557  x   0.99960035  =   0.99957593
 DM4650
 DM4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0535351125(NAD 83)
 DM4650
 DM4650                          SUPERSEDED SURVEY CONTROL
 DM4650
 DM4650  NAD 83(2011)-  38 24 30.04832(N)    086 56 19.27120(W) AD(2010.00) c
 DM4650  ELLIP H (06/??/19)  155.691  (m)                       GP(2010.00) c c
 DM4650  NAD 83(2011)-  38 24 30.04838(N)    086 56 19.27119(W) AD(2010.00) c
 DM4650  ELLIP H (08/??/11)  155.681  (m)                       GP(2010.00) c c
 DM4650  NAD 83(CORS)-  38 24 30.04886(N)    086 56 19.27213(W) AD(2002.00) c
 DM4650  ELLIP H (12/??/10)  155.667  (m)                       GP(2002.00) c c
 DM4650
 DM4650.Superseded values are not recommended for survey control.
 DM4650
 DM4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4650.See file dsdata.pdf to determine how the superseded data were derived.
 DM4650
 DM4650_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4650
 DM4650                          STATION DESCRIPTION
 DM4650
 DM4650'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4650'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4650'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4650'AND LOG FILES ACCESSIBLE AT:
 DM4650'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1896 ***********************************************************************
 JA1896  DESIGNATION -  JASPER INDIANA DESK CO TANK
 JA1896  PID         -  JA1896
 JA1896  STATE/COUNTY-  IN/DUBOIS
 JA1896  COUNTRY     -  US
 JA1896  USGS QUAD   -  JASPER (2019)
 JA1896
 JA1896                         *CURRENT SURVEY CONTROL
 JA1896  ______________________________________________________________________
 JA1896* NAD 83(1997) POSITION- 38 23 44.98692(N) 086 55 40.36550(W)   ADJUSTED
 JA1896  ______________________________________________________________________
 JA1896  GEOID HEIGHT    -        -32.462 (meters)                     GEOID18
 JA1896  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 JA1896  HORZ ORDER      -  THIRD
 JA1896
 JA1896.The horizontal coordinates were established by classical geodetic methods
 JA1896.and adjusted by the National Geodetic Survey in May 1999.
 JA1896
 JA1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1896.GEOID18 height accuracy estimate available here.
 JA1896
 JA1896.Click photographs - Photos may exist for this station.
 JA1896
 JA1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1896
 JA1896. The following values were computed from the NAD 83(1997) position.
 JA1896
 JA1896;                    North         East     Units Scale Factor Converg.
 JA1896;SPC IN W     -   349,441.190   913,579.744   MT  0.99996894   +0 05 47.6
 JA1896;SPC IN W     - 1,146,458.30  2,997,302.88   sFT  0.99996894   +0 05 47.6
 JA1896;UTM  16      - 4,249,737.093   506,297.819   MT  0.99960049   +0 02 41.3
 JA1896
 JA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0629749737(NAD 83)
 JA1896
 JA1896                          SUPERSEDED SURVEY CONTROL
 JA1896
 JA1896  NAD 83(1993)-  38 23 44.99084(N)    086 55 40.36754(W) AD(       ) 3
 JA1896  NAD 83(1986)-  38 23 44.99383(N)    086 55 40.36809(W) AD(       ) 3
 JA1896  NAD 27      -  38 23 44.80000(N)    086 55 40.37000(W) AD(       ) 3
 JA1896
 JA1896.Superseded values are not recommended for survey control.
 JA1896
 JA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1896.See file dsdata.pdf to determine how the superseded data were derived.
 JA1896
 JA1896_MARKER: 53 = ELEVATED TANK
 JA1896
 JA1896  HISTORY     - Date     Condition        Report By
 JA1896  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1896
 JA1896                          STATION DESCRIPTION
 JA1896
 JA1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1896'THE STATION IS THE BALL AT THE TOP OF THE TANK, LOCATED ON NORTHEAST
 JA1896'JASPER SOUTHEAST OF THE
 JA1896'CORNER OF MILL STREET AND EAST 13TH STREET.  THE
 JA1896'TANK IS OF FOUR LEG STEEL TRUSS
 JA1896'CONSTRUCTION, ABOUT 100 FEET HIGH AND
 JA1896'SILVER IN COLOR.  IN BLACK LETTERS ARE THE WORDS-
 JA1896'INDIANA DESK CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1897 ***********************************************************************
 JA1897  DESIGNATION -  JASPER LIGHT AND WATER STACK
 JA1897  PID         -  JA1897
 JA1897  STATE/COUNTY-  IN/DUBOIS
 JA1897  COUNTRY     -  US
 JA1897  USGS QUAD   -  JASPER (2019)
 JA1897
 JA1897                         *CURRENT SURVEY CONTROL
 JA1897  ______________________________________________________________________
 JA1897* NAD 83(1997) POSITION- 38 23 32.63217(N) 086 55 32.11317(W)   ADJUSTED
 JA1897  ______________________________________________________________________
 JA1897  GEOID HEIGHT    -        -32.462 (meters)                     GEOID18
 JA1897  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 JA1897  HORZ ORDER      -  THIRD
 JA1897
 JA1897.The horizontal coordinates were established by classical geodetic methods
 JA1897.and adjusted by the National Geodetic Survey in May 1999.
 JA1897
 JA1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1897.GEOID18 height accuracy estimate available here.
 JA1897
 JA1897.Click photographs - Photos may exist for this station.
 JA1897
 JA1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1897
 JA1897. The following values were computed from the NAD 83(1997) position.
 JA1897
 JA1897;                    North         East     Units Scale Factor Converg.
 JA1897;SPC IN W     -   349,060.591   913,780.642   MT  0.99996900   +0 05 52.7
 JA1897;SPC IN W     - 1,145,209.62  2,997,961.99   sFT  0.99996900   +0 05 52.7
 JA1897;UTM  16      - 4,249,356.453   506,498.298   MT  0.99960052   +0 02 46.4
 JA1897
 JA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0649849356(NAD 83)
 JA1897
 JA1897                          SUPERSEDED SURVEY CONTROL
 JA1897
 JA1897  NAD 83(1993)-  38 23 32.63675(N)    086 55 32.11576(W) AD(       ) 3
 JA1897  NAD 83(1986)-  38 23 32.63931(N)    086 55 32.11596(W) AD(       ) 3
 JA1897  NAD 27      -  38 23 32.45000(N)    086 55 32.12300(W) AD(       ) 3
 JA1897
 JA1897.Superseded values are not recommended for survey control.
 JA1897
 JA1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1897.See file dsdata.pdf to determine how the superseded data were derived.
 JA1897
 JA1897_MARKER: 63 = STACK
 JA1897
 JA1897  HISTORY     - Date     Condition        Report By
 JA1897  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1897
 JA1897                          STATION DESCRIPTION
 JA1897
 JA1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1897'THE STATION IS THE TOP OF THE STACK, LOCATED SOUTHEAST OF THE
 JA1897'INTERSECTION OF ANDERSON
 JA1897'STREET AND EAST 8TH STREET IN EAST JASPER.  THE STACK IS OF
 JA1897'RED BRICK CONSTRUCTION, IS
 JA1897'ABOUT 150 FEET HIGH AND WAS BUILT IN 1931.
 JA1897'IT IS THE HIGHEST STACK IN JASPER AND IS JUST
 JA1897'BEHIND THE LIGHT AND
 JA1897'WATER DEPT BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1893 ***********************************************************************
 JA1893  DESIGNATION -  JASPER N BASE
 JA1893  PID         -  JA1893
 JA1893  STATE/COUNTY-  IN/DUBOIS
 JA1893  COUNTRY     -  US
 JA1893  USGS QUAD   -  JASPER (2019)
 JA1893
 JA1893                         *CURRENT SURVEY CONTROL
 JA1893  ______________________________________________________________________
 JA1893* NAD 83(1997) POSITION- 38 26 40.08561(N) 086 56 16.24150(W)   ADJUSTED
 JA1893* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 JA1893  ______________________________________________________________________
 JA1893  GEOID HEIGHT    -        -32.498 (meters)                     GEOID18
 JA1893  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 JA1893  HORZ ORDER      -  THIRD
 JA1893
 JA1893.The horizontal coordinates were established by classical geodetic methods
 JA1893.and adjusted by the National Geodetic Survey in May 1999.
 JA1893
 JA1893.The orthometric height was scaled from a topographic map.
 JA1893
 JA1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1893.GEOID18 height accuracy estimate available here.
 JA1893
 JA1893.Click photographs - Photos may exist for this station.
 JA1893
 JA1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1893
 JA1893. The following values were computed from the NAD 83(1997) position.
 JA1893
 JA1893;                    North         East     Units Scale Factor Converg.
 JA1893;SPC IN W     -   354,838.687   912,700.680   MT  0.99996865   +0 05 25.7
 JA1893;SPC IN W     - 1,164,166.59  2,994,418.81   sFT  0.99996865   +0 05 25.7
 JA1893;UTM  16      - 4,255,133.393   505,423.955   MT  0.99960036   +0 02 19.1
 JA1893
 JA1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1893!SPC IN W     -   0.99998174  x   0.99996865  =   0.99995039
 JA1893!UTM  16      -   0.99998174  x   0.99960036  =   0.99958211
 JA1893
 JA1893:                Primary Azimuth Mark                     Grid Az
 JA1893:SPC IN W     -  JASPER N BASE AZ MK                      180 58 46.7
 JA1893:UTM  16      -  JASPER N BASE AZ MK                      181 01 53.3
 JA1893
 JA1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0542355133(NAD 83)
 JA1893
 JA1893|---------------------------------------------------------------------|
 JA1893| PID    Reference Object                     Distance      Geod. Az  |
 JA1893|                                                           dddmmss.s |
 JA1893| CG8225 JASPER N BASE RM 1                   48.940 METERS 07903     |
 JA1893| CG8224 JASPER N BASE AZ MK                                1810412.4 |
 JA1893| CG8226 JASPER N BASE RM 2                   39.227 METERS 28044     |
 JA1893|---------------------------------------------------------------------|
 JA1893
 JA1893                          SUPERSEDED SURVEY CONTROL
 JA1893
 JA1893  NAD 83(1993)-  38 26 40.09064(N)    086 56 16.24449(W) AD(       ) 3
 JA1893  NAD 83(1986)-  38 26 40.09271(N)    086 56 16.24430(W) AD(       ) 3
 JA1893  NAD 27      -  38 26 39.90700(N)    086 56 16.24500(W) AD(       ) 3
 JA1893
 JA1893.Superseded values are not recommended for survey control.
 JA1893
 JA1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1893.See file dsdata.pdf to determine how the superseded data were derived.
 JA1893
 JA1893_MARKER: DS = TRIANGULATION STATION DISK
 JA1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1893_STAMPING: JASPER N BASE 1946
 JA1893_MARK LOGO: CGS
 JA1893_PROJECTION: RECESSED 30 CENTIMETERS
 JA1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1893+STABILITY: SURFACE MOTION
 JA1893
 JA1893  HISTORY     - Date     Condition        Report By
 JA1893  HISTORY     - 1946     MONUMENTED       CGS
 JA1893
 JA1893                          STATION DESCRIPTION
 JA1893
 JA1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1893'THIS STATION IS ALONG STATE HIGHWAY 56, 3.5 MILES NORTH FROM ST
 JA1893'JOSEPHS CATHOLIC CHURCH IN JASPER, IN THE NORTH EDGE OF A BARE FIELD,
 JA1893'325 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 33 FEET SOUTH OF A
 JA1893'GRAVEL ROAD LEADING TO A FARM.  THE MARK IS 12 INCHES UNDERGROUND AND
 JA1893'THE DISK IS STAMPED JASPER N BASE 1946.
 JA1893'
 JA1893'REFERENCE MARK NO 1 IS 160.45 FEET EAST OF THE STATION, 172 FEET WEST
 JA1893'OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF THE GRAVEL ROAD AND
 JA1893'1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA1893'AND THE DISK IS STAMPED JASPER N BASE NO 1 1946.
 JA1893'
 JA1893'REFERENCE MARK NO 2 IS 128.70 FEET WEST OF THE STATION, 5 FEET SOUTH
 JA1893'OF THE GRAVEL ROAD AND 1 FOOT EAST OF A TELEPHONE POLE.  THE MARK
 JA1893'PROJECTS 8 INCHES AND THE DISK IS STAMPED JASPER N BASE NO 2 1946.
 JA1893'
 JA1893'AZIMUTH MARK IS 0.7 MILE SOUTH FROM THE STATION, 33 FEET WEST OF THE
 JA1893'CENTERLINE OF STATE HIGHWAY 56, 2 FEET NORTH OF A WHITE WITNESS POST,
 JA1893'AT A FENCE CORNER.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JA1893'JASPER NORTH BASE 1946.
 JA1893'
 JA1893'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CG8225 ***********************************************************************
 CG8225  FBN         -  This is a Federal Base Network Control Station.
 CG8225  DESIGNATION -  JASPER N BASE RM 1
 CG8225  PID         -  CG8225
 CG8225  STATE/COUNTY-  IN/DUBOIS
 CG8225  COUNTRY     -  US
 CG8225  USGS QUAD   -  JASPER (2019)
 CG8225
 CG8225                         *CURRENT SURVEY CONTROL
 CG8225  ______________________________________________________________________
 CG8225* NAD 83(2011) POSITION- 38 26 40.39435(N) 086 56 14.26291(W)   ADJUSTED
 CG8225* NAD 83(2011) ELLIP HT-   118.024 (meters)        (06/27/12)   ADJUSTED
 CG8225* NAD 83(2011) EPOCH   -  2010.00
 CG8225* NAVD 88 ORTHO HEIGHT -   150.5   (meters)      494.    (feet) GPS OBS
 CG8225  ______________________________________________________________________
 CG8225  NAVD 88 orthometric height was determined with geoid model    GEOID03
 CG8225  GEOID HEIGHT    -        -32.436 (meters)                     GEOID03
 CG8225  GEOID HEIGHT    -        -32.499 (meters)                     GEOID18
 CG8225  NAD 83(2011) X  -    267,250.517 (meters)                     COMP
 CG8225  NAD 83(2011) Y  - -4,994,846.359 (meters)                     COMP
 CG8225  NAD 83(2011) Z  -  3,944,284.120 (meters)                     COMP
 CG8225  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 CG8225
 CG8225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CG8225  Standards:
 CG8225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CG8225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CG8225  -------------------------------------------------------------------
 CG8225  NETWORK    1.12   2.20           0.51   0.39   1.12     -0.03750738
 CG8225  -------------------------------------------------------------------
 CG8225  Click here for local accuracies and other accuracy information.
 CG8225
 CG8225.The horizontal coordinates were established by GPS observations
 CG8225.and adjusted by the National Geodetic Survey in June 2012.
 CG8225
 CG8225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CG8225.been affixed to the stable North American tectonic plate. See 
 CG8225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CG8225
 CG8225.The horizontal coordinates are valid at the epoch date displayed above
 CG8225.which is a decimal equivalence of Year/Month/Day.
 CG8225
 CG8225.The orthometric height was determined by GPS observations and a
 CG8225.high-resolution geoid model.
 CG8225
 CG8225.Significant digits in the geoid height do not necessarily reflect accuracy.
 CG8225.GEOID18 height accuracy estimate available here.
 CG8225
 CG8225.Click photographs - Photos may exist for this station.
 CG8225
 CG8225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG8225
 CG8225.The Laplace correction was computed from DEFLEC18 derived deflections.
 CG8225
 CG8225.The ellipsoidal height was determined by GPS observations
 CG8225.and is referenced to NAD 83.
 CG8225
 CG8225. The following values were computed from the NAD 83(2011) position.
 CG8225
 CG8225;                    North         East     Units Scale Factor Converg.
 CG8225;SPC IN W     -   354,848.282   912,748.644   MT  0.99996867   +0 05 26.9
 CG8225;SPC IN W     - 1,164,198.07  2,994,576.18   sFT  0.99996867   +0 05 26.9
 CG8225;UTM  16      - 4,255,142.942   505,471.910   MT  0.99960037   +0 02 20.4
 CG8225
 CG8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG8225!SPC IN W     -   0.99998148  x   0.99996867  =   0.99995015
 CG8225!UTM  16      -   0.99998148  x   0.99960037  =   0.99958186
 CG8225
 CG8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0547155142(NAD 83)
 CG8225
 CG8225                          SUPERSEDED SURVEY CONTROL
 CG8225
 CG8225  NAD 83(2007)-  38 26 40.39442(N)    086 56 14.26373(W) AD(2002.00) 0
 CG8225  ELLIP H (02/10/07)  118.045  (m)                       GP(2002.00)    
 CG8225  NAD 83(1997)-  38 26 40.39439(N)    086 56 14.26371(W) AD(       ) A
 CG8225  ELLIP H (01/19/05)  118.050  (m)                       GP(       ) 4 1
 CG8225
 CG8225.Superseded values are not recommended for survey control.
 CG8225
 CG8225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG8225.See file dsdata.pdf to determine how the superseded data were derived.
 CG8225
 CG8225_MARKER: DR = REFERENCE MARK DISK
 CG8225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG8225_STAMPING: JASPER N. BASE NO. 1 1946
 CG8225_MARK LOGO: CGS
 CG8225_PROJECTION: PROJECTING 20 CENTIMETERS
 CG8225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG8225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG8225+STABILITY: SURFACE MOTION
 CG8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG8225+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 CG8225
 CG8225  HISTORY     - Date     Condition        Report By
 CG8225  HISTORY     - 1946     MONUMENTED       CGS
 CG8225  HISTORY     - 20030708 GOOD             INDOT
 CG8225
 CG8225                          STATION DESCRIPTION
 CG8225
 CG8225'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 CG8225'THE STATION IS LOCATED IN HARRISON TOWNSHIP, NEAR THE NORTH SIXTEENTH
 CG8225'CORNER OF THE  SOUTHWEST QUARTER OF SECTION 11, T 1 S, R 5 W OF THE
 CG8225'2ND PRINCIPAL MERIDIAN, 3.8 MI NORTH  OF JASPER, 3.0 MI
 CG8225'SOUTH-SOUTHWEST OF HAYSVILLE AND 3.9 MI NORTHEAST OF IRELAND.
 CG8225'OWNERSHIP--TOM KEUSCH, 4457 NORTH US HIGHWAY 231, JASPER, IN 47546.
 CG8225'
 CG8225'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 231 (STATE
 CG8225'ROAD 56) AND STATE  ROAD 162 IN DOWNTOWN JASPER, GO NORTH ON HIGHWAY
 CG8225'231 FOR 3.8 MI TO A GRAVEL DRIVE ON  THE LEFT WITH A DOUBLE BILLBOARD
 CG8225'SIGN.  TURN LEFT AND GO 172 FT TO THE STATION ON THE  LEFT.  DO NOT
 CG8225'BLOCK DRIVEWAY.
 CG8225'
 CG8225'THE STATION PROJECTS 0.85 FT ABOVE GROUND.  LOCATED 176 FT WEST OF THE
 CG8225'CENTERLINE OF  HIGHWAY 231, 133 FT WEST OF THE END FENCE POST, 93.7 FT
 CG8225'WEST OF THE WESTERNMOST STATE  HIGHWAY RIGHT-OF-WAY POST, 1.3 FT NORTH
 CG8225'OF THE FENCE, 3.5 FT SOUTH OF THE EDGE OF GRAVEL  DRIVEWAY AND 8 FT
 CG8225'SOUTH OF THE CENTER OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1890 ***********************************************************************
 JA1890  DESIGNATION -  JASPER S BASE RESET
 JA1890  PID         -  JA1890
 JA1890  STATE/COUNTY-  IN/DUBOIS
 JA1890  COUNTRY     -  US
 JA1890  USGS QUAD   -  JASPER (2019)
 JA1890
 JA1890                         *CURRENT SURVEY CONTROL
 JA1890  ______________________________________________________________________
 JA1890* NAD 83(1997) POSITION- 38 24 27.85865(N) 086 56 21.18006(W)   ADJUSTED
 JA1890* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 JA1890  ______________________________________________________________________
 JA1890  GEOID HEIGHT    -        -32.456 (meters)                     GEOID18
 JA1890  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 JA1890  HORZ ORDER      -  SECOND
 JA1890
 JA1890.The horizontal coordinates were established by classical geodetic methods
 JA1890.and adjusted by the National Geodetic Survey in May 1999.
 JA1890
 JA1890.The orthometric height was scaled from a topographic map.
 JA1890
 JA1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1890.GEOID18 height accuracy estimate available here.
 JA1890
 JA1890.Click photographs - Photos may exist for this station.
 JA1890
 JA1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1890
 JA1890. The following values were computed from the NAD 83(1997) position.
 JA1890
 JA1890;                    North         East     Units Scale Factor Converg.
 JA1890;SPC IN W     -   350,761.466   912,587.298   MT  0.99996862   +0 05 22.3
 JA1890;SPC IN W     - 1,150,789.91  2,994,046.83   sFT  0.99996862   +0 05 22.3
 JA1890;UTM  16      - 4,251,057.778   505,306.930   MT  0.99960035   +0 02 15.9
 JA1890
 JA1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1890!SPC IN W     -   0.99997734  x   0.99996862  =   0.99994596
 JA1890!UTM  16      -   0.99997734  x   0.99960035  =   0.99957770
 JA1890
 JA1890:                Primary Azimuth Mark                     Grid Az
 JA1890:SPC IN W     -  GADLAGE                                  092 52 33.3
 JA1890:UTM  16      -  GADLAGE                                  092 55 39.7
 JA1890
 JA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0530651057(NAD 83)
 JA1890
 JA1890|---------------------------------------------------------------------|
 JA1890| PID    Reference Object                     Distance      Geod. Az  |
 JA1890|                                                           dddmmss.s |
 JA1890| CG8229 JASPER S BASE RM 2                   33.903 METERS 00043     |
 JA1890| JA1891 JASPER STATE POLICE RADIO MAST       70.255 METERS 02318     |
 JA1890| JA1886 TT 79 C                             103.726 METERS 09234     |
 JA1890| JA1864 GADLAGE                             APPROX.13.9 KM 0925755.6 |
 JA1890| CG8228 JASPER S BASE RM 1                   34.930 METERS 10730     |
 JA1890| CG8227 JASPER S BASE AZ MK                                1374435.3 |
 JA1890| JA1896 JASPER INDIANA DESK CO TANK         APPROX. 1.7 KM 1430926.9 |
 JA1890| JA1897 JASPER LIGHT AND WATER STACK        APPROX. 2.1 KM 1450208.9 |
 JA1890| JA1883 JASPER ST JOSEPHS CATH CH           APPROX. 1.5 KM 1560355.1 |
 JA1890|---------------------------------------------------------------------|
 JA1890
 JA1890                          SUPERSEDED SURVEY CONTROL
 JA1890
 JA1890  NAD 83(1993)-  38 24 27.86351(N)    086 56 21.18293(W) AD(       ) 2
 JA1890  NAD 83(1986)-  38 24 27.86580(N)    086 56 21.18298(W) AD(       ) 2
 JA1890  NAD 27      -  38 24 27.67800(N)    086 56 21.18700(W) AD(       ) 2
 JA1890
 JA1890.Superseded values are not recommended for survey control.
 JA1890
 JA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1890.See file dsdata.pdf to determine how the superseded data were derived.
 JA1890
 JA1890_MARKER: DS = TRIANGULATION STATION DISK
 JA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1890_STAMPING: JASPER S BASE 1946 1968
 JA1890_MARK LOGO: CGS
 JA1890_PROJECTION: RECESSED 15 CENTIMETERS
 JA1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1890+STABILITY: SURFACE MOTION
 JA1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1890+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 JA1890
 JA1890  HISTORY     - Date     Condition        Report By
 JA1890  HISTORY     - 1946     MONUMENTED       CGS
 JA1890  HISTORY     - 1960     MARK NOT FOUND   USGS
 JA1890  HISTORY     - 1968     SEE DESCRIPTION  CGS
 JA1890  HISTORY     - 20050720 GOOD             HANPRO
 JA1890
 JA1890                          STATION DESCRIPTION
 JA1890
 JA1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1890'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF JASPER, 01.2 MILES
 JA1890'NORTHWEST OF THE COURTHOUSE IN THE SOUTHWEST CORNER OF THE GROUNDS OF
 JA1890'THE INDIANA STATE POLICE POST NO 8, 56 FEET NORTH OF THE CENTERLINE OF
 JA1890'A GRAVEL ROAD AND 38 FEET NORTHWEST OF A POWER POLE.  THE MARK IS
 JA1890'FLUSH WITH THE GROUND AND THE DISK IS STAMPED JASPER S BASE 1946.
 JA1890'
 JA1890'REFERENCE MARK NO 1 IS 114.60 FEET EAST OF THE STATION, 22 FEET NORTH
 JA1890'OF THE CENTERLINE OF A GRAVEL ROAD, 10 FEET SOUTHWEST OF A POWER POLE
 JA1890'WITH A TRANSFORMER AND IS ON THE SOUTH EDGE OF THE POST GROUNDS.  THE
 JA1890'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JASPER S BASE 1946 NO
 JA1890'1.
 JA1890'
 JA1890'REFERENCE MARK NO 2 IS 111.22 FEET (SLOPE DISTANCE) NORTH OF THE
 JA1890'STATION, 123 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE RADIO MAST AND
 JA1890'IS ON THE WEST EDGE OF THE POST GROUNDS.  THE MARK PROJECTS 7 INCHES
 JA1890'AND THE DISK IS STAMPED JASPER S BASE 1946 NO 2.
 JA1890'
 JA1890'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION, 42 FEET
 JA1890'WEST OF THE THE CENTERLINE OF HIGHWAY 45, 3 FEET WEST OF A TELEPHONE
 JA1890'POLE AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 JA1890'INCHES AND THE DISK IS STAMPED JASPER S BASE 1946.
 JA1890'
 JA1890'TT 79 C 1941 (USGS) IS 340.41 FEET (SLOPE DISTANCE) EAST OF THE
 JA1890'STATION, 54 FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF A
 JA1890'CROSSROADS, 37 FEET WEST OF THE CENTERLINE OF HIGHWAY 45, 17 FEET
 JA1890'NORTH OF A POWER POLE WITH A TRANSFORMER AND IS IN THE SOUTHEAST
 JA1890'CORNER OF THE POST GROUNDS.  IT IS A STANDARD DISK SET IN A 6 BY 6
 JA1890'CONCRETE POST THAT PROJECTS 2 INCHES.
 JA1890'
 JA1890'THE INDIANA STATE POLICE POST NO 8 RADIO MAST IS 230.47 FEET (SLOPE
 JA1890'DISTANCE) NORTHEAST OF THE STATION, MEASUREMENT WAS MADE TO A POINT
 JA1890'FORMED BY THE INTERSECTION OF THE DIAGONALS OF OPPOSITE LEGS,
 JA1890'DIRECTION WAS TAKEN TO THE SAME POINT.  IT IS A 4 LEG STEEL TOWER
 JA1890'ABOUT 220 FEET HIGH THAT IS PAINTED RED AND WHITE AND IS 57 FEET WEST
 JA1890'OF THE SOUTHWEST CORNER OF THE POST BUILDING.
 JA1890'
 JA1890'TO REACH THE STATION FROM THE HIGHWAY JUNCTION 0.5 BLOCK WEST OF THE
 JA1890'COURT HOUSE IN JASPER, GO NORTH ON STATE HIGHWAY 45 FOR 1.0 MILE TO
 JA1890'THE AZIMUTH MARK ON THE LEFT, THEN CONTINUE 0.2 MILE TO THE TOP OF THE
 JA1890'HILL AND A CROSSROADS, GO LEFT ON A GRAVEL ROAD ALONG THE SOUTH SIDE
 JA1890'OF THE POLICE POST GROUNDS FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JA1890'
 JA1890'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1890
 JA1890                          STATION RECOVERY (1960)
 JA1890
 JA1890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JA1890'A THOROUGH SEARCH WAS MADE AND MONUMENT WAS NOT RECOVERED.  BOTH
 JA1890'REFERENCE MARKS WERE FOUND INTACT.  AT THE POINT OF STATION THERE HAS
 JA1890'BEEN SOME GRADING DONE TO MAKE A BALL FIELD.  POSSIBLY THE MARKER WAS
 JA1890'DESTROYED OR COVERED UP.  INQUIRY AT THE POLICE STATION SHED NO LIGHT
 JA1890'ABOUT THE MARKER.
 JA1890
 JA1890                          STATION RECOVERY (1968)
 JA1890
 JA1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1890'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE USGS MARK WERE
 JA1890'FOUND IN GOOD CONDITION.  THE SURFACE MARK EVIDENTLY HAS BEEN GRADED
 JA1890'OUT.  ACCORDING TO THE STATE POLICE THE GRADE AT THE STATION SITE HAS
 JA1890'BEEN LOWERED ABOUT 2 FEET.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 JA1890'FOUND AND SHOULD BE CONSIDERED AS LOST.  THERE WERE NO VISIBLE OBJECTS
 JA1890'TO SET A NEW AZIMUTH MARK FROM.  THE ORIGINAL RADIO MAST HAS BEEN TORN
 JA1890'DOWN AND A NEW ONE SET NEAR THE OLD SITE.  A NEW DESCRIPTION FOLLOWS.
 JA1890'
 JA1890'STATION IS LOCATED AT THE NORTH EDGE OF JASPER AT THE SOUTHWEST EDGE
 JA1890'OF THE INDIANA STATE POLICE POST 8 GROUNDS.  IT IS 229 FEET SOUTHWEST
 JA1890'OF THE SOUTHWEST CORNER OF THE OF THE STATE POLICE HEADQUARTERS AND 54
 JA1890'FEET NORTH OF THE CENTERLINE OF SCHUETTER ROAD.  THE MONUMENT IS 6
 JA1890'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK ARE STAMPED JASPER
 JA1890'S BASE 1946 1968.
 JA1890'
 JA1890'REFERENCE MARK 1 IS 9 FEET SOUTHWEST OF A POWER POLE WITH A
 JA1890'TRANSFORMER, 9 FEET SOUTHWEST OF A 6 X 6 FOOT CONCRETE SLAB AND 22
 JA1890'FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4
 JA1890'INCHES AND THE DISK IS STAMPED JASPER S BASE NO 1 1946.
 JA1890'
 JA1890'REFERENCE MARK 2 IS 162 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 7
 JA1890'FEET SOUTH OF A 10 INCH PINE TREE.  THE MONUMENT PROJECTS 8 INCHES AND
 JA1890'THE DISK IS STAMPED JASPER S BASE NO 2 1946.
 JA1890'
 JA1890'TT 79 C (USGS) 1941 IS A STANDARD USGS DISK SET IN THE TOP OF A
 JA1890'CONCRETE POST (6 X6 INCHES) FLUSH WITH THE GROUND.  IT IS 54 FEET
 JA1890'NORTHWEST OF THE INTERSECTION OF NEWTON STREET (US HIGHWAY 231) AND
 JA1890'SCHUETTER ROAD, 37 FEET WEST OF THE CENTERLINE OF NEWTON STREET AND AT
 JA1890'THE EAST EDGE OF A LARGE EVERGREEN PLAT.
 JA1890'
 JA1890'NOTE-THE POINT OF THE UNDERGROUND MARK WAS HELD AND THE MARK WAS
 JA1890'LOWERED HOLDING THE ORIGINAL POINT.
 JA1890'
 JA1890'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1890
 JA1890                          STATION RECOVERY (2005)
 JA1890
 JA1890'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 JA1890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1883 ***********************************************************************
 JA1883  DESIGNATION -  JASPER ST JOSEPHS CATH CH
 JA1883  PID         -  JA1883
 JA1883  STATE/COUNTY-  IN/DUBOIS
 JA1883  COUNTRY     -  US
 JA1883  USGS QUAD   -  JASPER (2019)
 JA1883
 JA1883                         *CURRENT SURVEY CONTROL
 JA1883  ______________________________________________________________________
 JA1883* NAD 83(1997) POSITION- 38 23 44.06661(N) 086 55 56.48154(W)   ADJUSTED
 JA1883  ______________________________________________________________________
 JA1883  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 JA1883  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 JA1883  HORZ ORDER      -  THIRD
 JA1883
 JA1883.The horizontal coordinates were established by classical geodetic methods
 JA1883.and adjusted by the National Geodetic Survey in May 1999.
 JA1883
 JA1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1883.GEOID18 height accuracy estimate available here.
 JA1883
 JA1883.Click photographs - Photos may exist for this station.
 JA1883
 JA1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1883
 JA1883. The following values were computed from the NAD 83(1997) position.
 JA1883
 JA1883;                    North         East     Units Scale Factor Converg.
 JA1883;SPC IN W     -   349,412.164   913,188.729   MT  0.99996881   +0 05 37.6
 JA1883;SPC IN W     - 1,146,363.07  2,996,020.02   sFT  0.99996881   +0 05 37.6
 JA1883;UTM  16      - 4,249,708.431   505,906.921   MT  0.99960043   +0 02 31.2
 JA1883
 JA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0590649708(NAD 83)
 JA1883
 JA1883                          SUPERSEDED SURVEY CONTROL
 JA1883
 JA1883  NAD 83(1993)-  38 23 44.07112(N)    086 55 56.48414(W) AD(       ) 3
 JA1883  NAD 83(1986)-  38 23 44.07365(N)    086 55 56.48425(W) AD(       ) 3
 JA1883  NAD 27      -  38 23 43.88600(N)    086 55 56.49000(W) AD(       ) 3
 JA1883
 JA1883.Superseded values are not recommended for survey control.
 JA1883
 JA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1883.See file dsdata.pdf to determine how the superseded data were derived.
 JA1883
 JA1883_MARKER: 90 = CHURCH SPIRE
 JA1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1883+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 JA1883
 JA1883  HISTORY     - Date     Condition        Report By
 JA1883  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1883  HISTORY     - 20100915 GOOD             GEOCAC
 JA1883
 JA1883                          STATION DESCRIPTION
 JA1883
 JA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1883'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED BESIDE STATE HIGHWAYS
 JA1883'45 AND 56, WEST OF THE
 JA1883'INTERSECTION OF NEWTON STREET AND WEST 12TH STREET IN
 JA1883'NORTH JASPER.  THE CHURCH IS A
 JA1883'VERY LARGE BROWN STONE BUILDING WITH A
 JA1883'BROWN STONE SPIRE ABOUT 75 FEET HIGH.
 JA1883
 JA1883                          STATION RECOVERY (2010)
 JA1883
 JA1883'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1883'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2686 ***********************************************************************
 LB2686  DESIGNATION -  JASPORT
 LB2686  PID         -  LB2686
 LB2686  STATE/COUNTY-  IN/JASPER
 LB2686  COUNTRY     -  US
 LB2686  USGS QUAD   -  RENSSELAER (2019)
 LB2686
 LB2686                         *CURRENT SURVEY CONTROL
 LB2686  ______________________________________________________________________
 LB2686* NAD 83(1997) POSITION- 40 56 33.62486(N) 087 10 53.81462(W)   ADJUSTED
 LB2686* NAD 83(1997) ELLIP HT-   171.733 (meters)        (05/25/99)   ADJUSTED
 LB2686* NAVD 88 ORTHO HEIGHT -   205.3   (meters)      674.    (feet) VERTCON3
 LB2686  ______________________________________________________________________
 LB2686  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 LB2686  NAD 83(1997) X  -    237,241.341 (meters)                     COMP
 LB2686  NAD 83(1997) Y  - -4,819,058.857 (meters)                     COMP
 LB2686  NAD 83(1997) Z  -  4,157,728.948 (meters)                     COMP
 LB2686  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 LB2686  HORZ ORDER      -  THIRD
 LB2686  ELLP ORDER      -  FOURTH    CLASS I
 LB2686
 LB2686.This mark is at Jasper County Airport (RZL)
 LB2686
 LB2686.The horizontal coordinates were established by GPS observations
 LB2686.and adjusted by the National Geodetic Survey in May 1999.
 LB2686
 LB2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2686
 LB2686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2686.GEOID18 height accuracy estimate available here.
 LB2686
 LB2686.Click photographs - Photos may exist for this station.
 LB2686
 LB2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2686
 LB2686.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2686
 LB2686.The ellipsoidal height was determined by GPS observations
 LB2686.and is referenced to NAD 83.
 LB2686
 LB2686. The following values were computed from the NAD 83(1997) position.
 LB2686
 LB2686;                    North         East     Units Scale Factor Converg.
 LB2686;SPC IN W     -   632,196.768   891,724.154   MT  0.99996751   -0 03 51.9
 LB2686;SPC IN W     - 2,074,132.23  2,925,598.33   sFT  0.99996751   -0 03 51.9
 LB2686;UTM  16      - 4,532,409.193   484,712.656   MT  0.99960288   -0 07 08.4
 LB2686
 LB2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2686!SPC IN W     -   0.99997306  x   0.99996751  =   0.99994057
 LB2686!UTM  16      -   0.99997306  x   0.99960288  =   0.99957595
 LB2686
 LB2686:                Primary Azimuth Mark                     Grid Az
 LB2686:SPC IN W     -  JASPORT AZ MK                            359 54 16.4
 LB2686:UTM  16      -  JASPORT AZ MK                            359 57 32.9
 LB2686
 LB2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8471232409(NAD 83)
 LB2686
 LB2686|---------------------------------------------------------------------|
 LB2686| PID    Reference Object                     Distance      Geod. Az  |
 LB2686|                                                           dddmmss.s |
 LB2686| LB2687 JASPORT AZ MK                       APPROX. 0.7 KM 3595024.5 |
 LB2686|---------------------------------------------------------------------|
 LB2686
 LB2686                          SUPERSEDED SURVEY CONTROL
 LB2686
 LB2686  NAD 83(1986)-  40 56 33.62776(N)    087 10 53.81791(W) AD(       ) 3
 LB2686  NAD 27      -  40 56 33.48475(N)    087 10 53.71714(W) AD(       ) 3
 LB2686  NGVD 29 (02/23/89)  205.4    (m)  RAPSU86  model used  GPS OBS        
 LB2686
 LB2686.Superseded values are not recommended for survey control.
 LB2686
 LB2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2686.See file dsdata.pdf to determine how the superseded data were derived.
 LB2686
 LB2686_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2686_STAMPING: JASPORT 1986
 LB2686_MARK LOGO: NGS
 LB2686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2686+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2686
 LB2686  HISTORY     - Date     Condition        Report By
 LB2686  HISTORY     - 1988     MONUMENTED       NGS
 LB2686
 LB2686                          STATION DESCRIPTION
 LB2686
 LB2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2686'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF RENSSELAER, 3.2
 LB2686'KM (2.00 MI) EAST OF INTERSTATE HIGHWAY 65 AND AT THE
 LB2686'RENSSELAER-JASPER COUNTY AIRPORT.  OWNERSHIP--SNYDER AVIATION, JASPER
 LB2686'COUNTY AIRPORT, RT 3, BOX 68, RENSSELAER, IN 47978, PHONE
 LB2686'219-866-5587.  AIRPORT MANAGER IS RALPH SNYDER.
 LB2686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 LB2686'HIGHWAY 114 IN RENSSELAER, GO WEST ON STATE HIGHWAY 114 FOR 3.2 KM
 LB2686'(2.00 MI) TOAIRPORT ENTRANCE AND OFFICE ON THE RIGHT.  FROM THE NORTH
 LB2686'SIDE OF OFFICE GO NORTHERLY ACROSS AIRPORT APRON FOR 0.12 KM
 LB2686'(0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO EAST ALONG THE TAXIWAY FOR
 LB2686'0.05 KM (0.05 MI) TO JUNCTION WITH RUNWAY 36 AND THE STATION ON THE
 LB2686'LEFT.
 LB2686'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---JASPORT
 LB2686'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2686'FLUSH WITH THE GROUND.  LOCATED 21.03 M (69.0 FT) EAST-NORTHEAST FROM
 LB2686'THE NORTH END OF A METAL CULVERT UNDER TAXIWAY, 19.05 M (62.5 FT)
 LB2686'NORTH FROM CENTER OF TAXIWAY, 14.02 M (46.0 FT) WEST FROM CENTER OF
 LB2686'RUNWAY 36, 0.91 M (3.0 FT) WEST FROM A BLUE RUNWAY MARKER LIGHT AND
 LB2686'FIBERGLASS WITNESS POST.
 LB2686'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2686'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2687 ***********************************************************************
 LB2687  DESIGNATION -  JASPORT AZ MK
 LB2687  PID         -  LB2687
 LB2687  STATE/COUNTY-  IN/JASPER
 LB2687  COUNTRY     -  US
 LB2687  USGS QUAD   -  RENSSELAER (2019)
 LB2687
 LB2687                         *CURRENT SURVEY CONTROL
 LB2687  ______________________________________________________________________
 LB2687* NAD 83(1997) POSITION- 40 56 55.77590(N) 087 10 53.89613(W)   ADJUSTED
 LB2687* NAD 83(1997) ELLIP HT-   173.305 (meters)        (05/25/99)   ADJUSTED
 LB2687* NAVD 88 ORTHO HEIGHT -   206.9   (meters)      679.    (feet) VERTCON3
 LB2687  ______________________________________________________________________
 LB2687  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 LB2687  NAD 83(1997) X  -    237,217.476 (meters)                     COMP
 LB2687  NAD 83(1997) Y  - -4,818,612.859 (meters)                     COMP
 LB2687  NAD 83(1997) Z  -  4,158,246.121 (meters)                     COMP
 LB2687  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LB2687  HORZ ORDER      -  THIRD
 LB2687  ELLP ORDER      -  FOURTH    CLASS I
 LB2687
 LB2687.This mark is at Jasper County Airport (RZL)
 LB2687
 LB2687.The horizontal coordinates were established by GPS observations
 LB2687.and adjusted by the National Geodetic Survey in May 1999.
 LB2687
 LB2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2687
 LB2687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2687.GEOID18 height accuracy estimate available here.
 LB2687
 LB2687.Click photographs - Photos may exist for this station.
 LB2687
 LB2687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2687
 LB2687.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2687
 LB2687.The ellipsoidal height was determined by GPS observations
 LB2687.and is referenced to NAD 83.
 LB2687
 LB2687. The following values were computed from the NAD 83(1997) position.
 LB2687
 LB2687;                    North         East     Units Scale Factor Converg.
 LB2687;SPC IN W     -   632,880.063   891,723.016   MT  0.99996751   -0 03 51.9
 LB2687;SPC IN W     - 2,076,374.01  2,925,594.59   sFT  0.99996751   -0 03 51.9
 LB2687;UTM  16      - 4,533,092.240   484,712.169   MT  0.99960288   -0 07 08.6
 LB2687
 LB2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2687!SPC IN W     -   0.99997282  x   0.99996751  =   0.99994033
 LB2687!UTM  16      -   0.99997282  x   0.99960288  =   0.99957571
 LB2687
 LB2687:                Primary Azimuth Mark                     Grid Az
 LB2687:SPC IN W     -  JASPORT                                  179 54 16.4
 LB2687:UTM  16      -  JASPORT                                  179 57 33.1
 LB2687
 LB2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8471233092(NAD 83)
 LB2687
 LB2687|---------------------------------------------------------------------|
 LB2687| PID    Reference Object                     Distance      Geod. Az  |
 LB2687|                                                           dddmmss.s |
 LB2687| LB2686 JASPORT                             APPROX. 0.7 KM 1795024.5 |
 LB2687|---------------------------------------------------------------------|
 LB2687
 LB2687                          SUPERSEDED SURVEY CONTROL
 LB2687
 LB2687  NAD 83(1986)-  40 56 55.77877(N)    087 10 53.89944(W) AD(       ) 3
 LB2687  NAD 27      -  40 56 55.63596(N)    087 10 53.79861(W) AD(       ) 3
 LB2687  NGVD 29 (02/23/89)  207.0    (m)  RAPSU86  model used  GPS OBS        
 LB2687
 LB2687.Superseded values are not recommended for survey control.
 LB2687
 LB2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2687.See file dsdata.pdf to determine how the superseded data were derived.
 LB2687
 LB2687_MARKER: DZ = AZIMUTH MARK DISK
 LB2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2687_STAMPING: JASPORT 1986
 LB2687_MARK LOGO: NGS
 LB2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2687+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2687
 LB2687  HISTORY     - Date     Condition        Report By
 LB2687  HISTORY     - 1988     MONUMENTED       NGS
 LB2687
 LB2687                          STATION DESCRIPTION
 LB2687
 LB2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2687'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF RENSSELAER, 3.2
 LB2687'KM (2.00 MI) EAST OF INTERSTATE HIGHWAY 65 AND AT THE
 LB2687'RENSSELAER-JASPER COUNTY AIRPORT.  OWNERSHIP--SNYDER AVIATION, JASPER
 LB2687'COUNTY AIRPORT, RT 3, BOX 68, RENSSELAER, IN 47978, PHONE
 LB2687'219-866-5587.  AIRPORT MANAGER IS RALPH SNYDER.
 LB2687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 LB2687'HIGHWAY 114 IN RENSSELAER, GO WEST ON STATE HIGHWAY 114 FOR 3.2 KM
 LB2687'(2.00 MI) TO AIRPORT ENTRANCE AND OFFICE ON THE RIGHT.  FROM THE NORTH
 LB2687'SIDE OF OFFICE GO NORTHERLY ACROSS AIRPORT APRON FOR 0.12 KM
 LB2687'(0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO EAST ALONG THE TAXIWAY FOR
 LB2687'0.05 KM (0.05 MI) TO JUNCTION WITH RUNWAY 36.  TURN LEFT AND GO
 LB2687'NORTHERLY ALONG THE RUNWAY FOR 0.68 KM (0.40 MI) TO THE STATION ON
 LB2687'THE LEFT.
 LB2687'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---JASPORT
 LB2687'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2687'FLUSH WITH THE GROUND.  LOCATED 13.59 M (44.6 FT) WEST FROM CENTER OF
 LB2687'RUNWAY 18, 41.39 M (135.8 FT) NORTH FRO CENTER OF RUNWAY 27, 1.22 M
 LB2687'(4.0 FT) WEST FROM A WHITE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS
 LB2687'POST.
 LB2687'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2687'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2464 ***********************************************************************
 LB2464  DESIGNATION -  JAY
 LB2464  PID         -  LB2464
 LB2464  STATE/COUNTY-  IN/TIPTON
 LB2464  COUNTRY     -  US
 LB2464  USGS QUAD   -  TIPTON (2019)
 LB2464
 LB2464                         *CURRENT SURVEY CONTROL
 LB2464  ______________________________________________________________________
 LB2464* NAD 83(1997) POSITION- 40 16 14.83720(N) 086 01 55.83857(W)   ADJUSTED
 LB2464* NAVD 88 ORTHO HEIGHT -   267.62  (+/-2cm)      878.0   (feet) VERTCON3
 LB2464  ______________________________________________________________________
 LB2464  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LB2464  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 LB2464  HORZ ORDER      -  SECOND
 LB2464  VERT ORDER      -  THIRD ? (See Below)
 LB2464
 LB2464.The horizontal coordinates were established by classical geodetic methods
 LB2464.and adjusted by the National Geodetic Survey in May 1999.
 LB2464
 LB2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2464
 LB2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2464.GEOID18 height accuracy estimate available here.
 LB2464
 LB2464.The vertical order pertains to the NGVD 29 superseded value.
 LB2464
 LB2464.Click photographs - Photos may exist for this station.
 LB2464
 LB2464.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2464
 LB2464. The following values were computed from the NAD 83(1997) position.
 LB2464
 LB2464;                    North         East     Units Scale Factor Converg.
 LB2464;SPC IN E     -   557,648.296    68,912.273   MT  0.99997856   -0 14 10.6
 LB2464;SPC IN E     - 1,829,551.12    226,089.68   sFT  0.99997856   -0 14 10.6
 LB2464;UTM  16      - 4,458,262.013   582,286.446   MT  0.99968335   +0 37 32.3
 LB2464
 LB2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2464!SPC IN E     -   0.99996341  x   0.99997856  =   0.99994197
 LB2464!UTM  16      -   0.99996341  x   0.99968335  =   0.99964677
 LB2464
 LB2464:                Primary Azimuth Mark                     Grid Az
 LB2464:SPC IN E     -  JASPER                                   349 55 30.1
 LB2464:UTM  16      -  JASPER                                   349 03 47.2
 LB2464
 LB2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8228658262(NAD 83)
 LB2464
 LB2464|---------------------------------------------------------------------|
 LB2464| PID    Reference Object                     Distance      Geod. Az  |
 LB2464|                                                           dddmmss.s |
 LB2464| CC9439 JAY RM                                6.510 METERS 08228     |
 LB2464| LB2463 JASPER                              APPROX. 0.7 KM 3494119.5 |
 LB2464|---------------------------------------------------------------------|
 LB2464
 LB2464                          SUPERSEDED SURVEY CONTROL
 LB2464
 LB2464  NAD 83(1986)-  40 16 14.84123(N)    086 01 55.85456(W) AD(       ) 2
 LB2464  NAD 27      -  40 16 14.70600(N)    086 01 55.90100(W) AD(       ) 2
 LB2464  USSD        -  40 16 14.72900(N)    086 01 55.76200(W) AD(       ) 3
 LB2464  NGVD 29             267.74   (m)          878.4    (f) LEVELING    3  
 LB2464
 LB2464.Superseded values are not recommended for survey control.
 LB2464
 LB2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2464.See file dsdata.pdf to determine how the superseded data were derived.
 LB2464
 LB2464_MARKER: DS = TRIANGULATION STATION DISK
 LB2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2464_STAMPING: JAY 1920
 LB2464_MARK LOGO: CGS
 LB2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2464+STABILITY: SURFACE MOTION
 LB2464
 LB2464  HISTORY     - Date     Condition        Report By
 LB2464  HISTORY     - 1920     MONUMENTED       CGS
 LB2464  HISTORY     - 1933     GOOD             CGS
 LB2464
 LB2464                          STATION DESCRIPTION
 LB2464
 LB2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2464'STATION IS ABOUT 1 MILE S OF TIPTON, ON THE E SIDE OF TRACK, ABOUT
 LB2464'A MILE N OF NEWKIRK INTERURBAN STATION, 7 YARDS S OF THE SEMAPHORE
 LB2464'SIGNAL M 38, ABOUT 80 YARDS SE OF PASSING TRACK ON THE INTERURBAN,
 LB2464'2.200 METERS (7.22 FEET) E OF E AND NEAREST RAIL.
 LB2464'
 LB2464'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2464'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE
 LB2464'OF THE TRACK, 6.51 METERS (21.36 FEET) FROM THE STATION N 262 28 E.
 LB2464
 LB2464                          STATION RECOVERY (1933)
 LB2464
 LB2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LB2464'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 LB2464'
 LB2464'TO REACH FROM TIPTON, GO S FROM TRAFFIC LIGHT AT NW CORNER OF
 LB2464'COURTHOUSE SQUARE 0.4 MILE TO GRAVEL T-ROAD E, 30 YARDS S OF HIGHWAY
 LB2464'BRIDGE.  TURN E ON T-ROAD AND GO 0.4 MILE TO T-ROAD S.  TURN S AT
 LB2464'T-ROAD, ALONG W SIDE OF RAILROAD TRACKS AND GO 0.3 MILE TO
 LB2464'SEMAPHORE SIGNAL M 38 AND STATION 7 FEET S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2359 ***********************************************************************
 LA2359  DESIGNATION -  JAY G 13 INHC
 LA2359  PID         -  LA2359
 LA2359  STATE/COUNTY-  IN/JAY
 LA2359  COUNTRY     -  US
 LA2359  USGS QUAD   -  PORTLAND (2019)
 LA2359
 LA2359                         *CURRENT SURVEY CONTROL
 LA2359  ______________________________________________________________________
 LA2359* NAD 83(1997) POSITION- 40 25 59.38817(N) 084 52 56.19112(W)   ADJUSTED
 LA2359* NAVD 88 ORTHO HEIGHT -   281.68  (+/-2cm)      924.1   (feet) VERTCON3
 LA2359  ______________________________________________________________________
 LA2359  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LA2359  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 LA2359  HORZ ORDER      -  SECOND
 LA2359  VERT ORDER      -  THIRD ? (See Below)
 LA2359
 LA2359.The horizontal coordinates were established by classical geodetic methods
 LA2359.and adjusted by the National Geodetic Survey in May 1999.
 LA2359
 LA2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2359
 LA2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2359.GEOID18 height accuracy estimate available here.
 LA2359
 LA2359.The vertical order pertains to the NGVD 29 superseded value.
 LA2359
 LA2359.Click photographs - Photos may exist for this station.
 LA2359
 LA2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2359
 LA2359. The following values were computed from the NAD 83(1997) position.
 LA2359
 LA2359;                    North         East     Units Scale Factor Converg.
 LA2359;SPC IN E     -   575,909.454   166,555.160   MT  1.00002117   +0 30 31.5
 LA2359;SPC IN E     - 1,889,462.93    546,439.72   sFT  1.00002117   +0 30 31.5
 LA2359;UTM  16      - 4,477,989.435   679,627.520   MT  0.99999719   +1 22 25.8
 LA2359
 LA2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2359!SPC IN E     -   0.99996107  x   1.00002117  =   0.99998224
 LA2359!UTM  16      -   0.99996107  x   0.99999719  =   0.99995826
 LA2359
 LA2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7962777989(NAD 83)
 LA2359
 LA2359                          SUPERSEDED SURVEY CONTROL
 LA2359
 LA2359  NAD 83(1995)-  40 25 59.38790(N)    084 52 56.19163(W) AD(       ) 2
 LA2359  NAD 83(1986)-  40 25 59.39069(N)    084 52 56.20730(W) AD(       ) 2
 LA2359  NAD 27      -  40 25 59.22570(N)    084 52 56.32700(W) AD(       ) 2
 LA2359  NGVD 29             281.83   (m)          924.6    (f) LEVELING    3  
 LA2359
 LA2359.Superseded values are not recommended for survey control.
 LA2359
 LA2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2359.See file dsdata.pdf to determine how the superseded data were derived.
 LA2359
 LA2359_MARKER: DB = BENCH MARK DISK
 LA2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2359+STABILITY: SURFACE MOTION
 LA2359
 LA2359  HISTORY     - Date     Condition        Report By
 LA2359  HISTORY     - 1955     MONUMENTED       INHD
 LA2359
 LA2359                          STATION DESCRIPTION
 LA2359
 LA2359'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1955
 LA2359'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO EAST ON
 LA2359'STATE HIGHWAY 26 FOR
 LA2359'5.1 MILES TO A CROSS ROAD.
 LA2359'
 LA2359'A STATE HIGHWAY COMMISSION OF INDIANA BENCH MARK WAS USED AS
 LA2359'REFERENCE MARK 2.
 LA2359'THE MARK IS 78 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 47 FEET EAST
 LA2359'OF THE CENTER OF THE GRAVEL
 LA2359'ROAD, AND 24 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 LA2359'A STANDARD STATE HIGHWAY COMMISSION OF
 LA2359'INDIANA SURVEY BENCH MARK DISK SET IN THE
 LA2359'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 18
 LA2359'INCHES, AND THE DISK IS
 LA2359'STAMPED JAY G 13.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1715 ***********************************************************************
 HZ1715  DESIGNATION -  JEARK
 HZ1715  PID         -  HZ1715
 HZ1715  STATE/COUNTY-  IN/CLARK
 HZ1715  COUNTRY     -  US
 HZ1715  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1715
 HZ1715                         *CURRENT SURVEY CONTROL
 HZ1715  ______________________________________________________________________
 HZ1715* NAD 83(1997) POSITION- 38 36 23.09681(N) 085 31 26.76563(W)   ADJUSTED
 HZ1715* NAVD 88 ORTHO HEIGHT -   227.103 (meters)      745.09  (feet) ADJUSTED
 HZ1715  ______________________________________________________________________
 HZ1715  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 HZ1715  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HZ1715  DYNAMIC HEIGHT  -        226.952 (meters)      744.59  (feet) COMP
 HZ1715  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 HZ1715
 HZ1715  HORZ ORDER      -  SECOND
 HZ1715  VERT ORDER      -  FIRST     CLASS II
 HZ1715
 HZ1715.The horizontal coordinates were established by classical geodetic methods
 HZ1715.and adjusted by the National Geodetic Survey in May 1999.
 HZ1715
 HZ1715.The orthometric height was determined by differential leveling and
 HZ1715.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1715.in June 1991.
 HZ1715
 HZ1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1715.GEOID18 height accuracy estimate available here.
 HZ1715
 HZ1715.Click photographs - Photos may exist for this station.
 HZ1715
 HZ1715.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1715
 HZ1715.The dynamic height is computed by dividing the NAVD 88
 HZ1715.geopotential number by the normal gravity value computed on the
 HZ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1715.degrees latitude (g = 980.6199 gals.).
 HZ1715
 HZ1715.The modeled gravity was interpolated from observed gravity values.
 HZ1715
 HZ1715. The following values were computed from the NAD 83(1997) position.
 HZ1715
 HZ1715;                    North         East     Units Scale Factor Converg.
 HZ1715;SPC IN E     -   372,814.923   112,417.618   MT  0.99996856   +0 05 20.2
 HZ1715;SPC IN E     - 1,223,143.63    368,823.47   sFT  0.99996856   +0 05 20.2
 HZ1715;SPC KY1Z     - 1,252,304.015 1,519,676.424   MT  0.99998603   +0 08 19.3
 HZ1715;SPC KY1Z     - 4,108,600.76  4,985,805.07   sFT  0.99998603   +0 08 19.3
 HZ1715;SPC KY N     -   123,577.353   389,027.735   MT  0.99996502   -0 47 33.3
 HZ1715;SPC KY N     -   405,436.70  1,276,335.16   sFT  0.99996502   -0 47 33.3
 HZ1715;UTM  16      - 4,274,134.481   628,508.813   MT  0.99980337   +0 55 15.7
 HZ1715
 HZ1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1715!SPC IN E     -   0.99996967  x   0.99996856  =   0.99993823
 HZ1715!SPC KY1Z     -   0.99996967  x   0.99998603  =   0.99995570
 HZ1715!SPC KY N     -   0.99996967  x   0.99996502  =   0.99993469
 HZ1715!UTM  16      -   0.99996967  x   0.99980337  =   0.99977304
 HZ1715
 HZ1715:                Primary Azimuth Mark                     Grid Az
 HZ1715:SPC IN E     -  JEARK AZ MK                              180 47 02.3
 HZ1715:SPC KY1Z     -  JEARK AZ MK                              180 44 03.2
 HZ1715:SPC KY N     -  JEARK AZ MK                              181 39 55.8
 HZ1715:UTM  16      -  JEARK AZ MK                              179 57 06.8
 HZ1715
 HZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2850874134(NAD 83)
 HZ1715
 HZ1715|---------------------------------------------------------------------|
 HZ1715| PID    Reference Object                     Distance      Geod. Az  |
 HZ1715|                                                           dddmmss.s |
 HZ1715| HZ1717 JEARK AZ MK                                        1805222.5 |
 HZ1715| HZ1716 JEARK RM 1                           28.373 METERS 18548     |
 HZ1715| HZ1714 JEARK RM 2                           33.921 METERS 26747     |
 HZ1715|---------------------------------------------------------------------|
 HZ1715
 HZ1715                          SUPERSEDED SURVEY CONTROL
 HZ1715
 HZ1715  NAD 83(1995)-  38 36 23.09711(N)    085 31 26.76437(W) AD(       ) 2
 HZ1715  NAD 83(1993)-  38 36 23.09710(N)    085 31 26.76452(W) AD(       ) 2
 HZ1715  NAD 83(1986)-  38 36 23.09917(N)    085 31 26.77085(W) AD(       ) 2
 HZ1715  NAD 27      -  38 36 22.88000(N)    085 31 26.91400(W) AD(       ) 2
 HZ1715  NGVD 29 (??/??/92)  227.262  (m)          745.61   (f) ADJ UNCH    1 2
 HZ1715  NGVD 29             227.26   (m)          745.6    (f) LEVELING    3  
 HZ1715
 HZ1715.Superseded values are not recommended for survey control.
 HZ1715
 HZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1715.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1715
 HZ1715_MARKER: DS = TRIANGULATION STATION DISK
 HZ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1715_STAMPING: JEARK 1947
 HZ1715_MARK LOGO: CGS
 HZ1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1715+STABILITY: SURFACE MOTION
 HZ1715
 HZ1715  HISTORY     - Date     Condition        Report By
 HZ1715  HISTORY     - 1947     MONUMENTED       CGS
 HZ1715  HISTORY     - 1965     GOOD             CGS
 HZ1715  HISTORY     - 1965     GOOD             CGS
 HZ1715  HISTORY     - 1974     GOOD             BRADY
 HZ1715  HISTORY     - 1977     GOOD             NGS
 HZ1715
 HZ1715                          STATION DESCRIPTION
 HZ1715
 HZ1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1715'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 62, AT
 HZ1715'THE CLARK-JEFFERSON COUNTY LINE, AND A CROSSROAD.  IT IS ABOUT
 HZ1715'7-1/2 MILES SOUTH-SOUTHWEST OF HANOVER AND 6 MILES SOUTHEAST OF
 HZ1715'LEXINGTON. THE MARK IS 50 FEET EAST OF THE CENTERLINE OF THE
 HZ1715'HIGHWAY, 29 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 HZ1715'25.6 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, AND 15 FEET
 HZ1715'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST. THE MARK PROJECTS 2
 HZ1715'INCHES, AND THE DISK IS STAMPED JEARK 1947.
 HZ1715'
 HZ1715'REFERENCE MARK NO. 1 IS 93.07 FEET SOUTH OF THE STATION AND 40 FEET
 HZ1715'EAST OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 2
 HZ1715'INCHES, AND THE DISK IS STAMPED JEARK NO 1 1947.
 HZ1715'
 HZ1715'REFERENCE MARK NO. 2 IS 111.26 FEET WEST OF THE STATION, 61 FEET WEST
 HZ1715'OF THE CENTERLINE OF STATE HIGHWAY 62, 32 FEET SOUTH OF THE
 HZ1715'CENTERLINE OF STATE HIGHWAY 362, AND 2 FEET NORTH OF A TELEPHONE
 HZ1715'POLE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED JEARK
 HZ1715'NO 2 1947.
 HZ1715'
 HZ1715'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION VIA THE HIGHWAY, 40
 HZ1715'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET WEST OF THE
 HZ1715'APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 2 FEET NORTH OF A WITNESS
 HZ1715'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 HZ1715'JEARK 1947.
 HZ1715'
 HZ1715'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 56 IN
 HZ1715'MADISON, GO WEST ON THE LATTER FOR 7.9 MILES TO THE JUNCTION OF
 HZ1715'STATE HIGHWAY 62 ON THE LEFT. TURN LEFT, SOUTH, AND GO ON STATE
 HZ1715'HIGHWAY 62 FOR 7 MILES TO THE CLARK-JEFFERSON COUNTY LINE
 HZ1715'AND JUNCTION OF STATE HIGHWAY 362. THE STATION IS IN THE SOUTHEAST
 HZ1715'ANGLE OF THE CROSSROAD INTERSECTION.
 HZ1715'
 HZ1715'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1715
 HZ1715                          STATION RECOVERY (1965)
 HZ1715
 HZ1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1715'THE STATION MARK, STAMPED JEARK 1947 IS ABOUT 3.2 MILES NORTHEAST
 HZ1715'ALONG STATE HIGHWAY 62 FROM THE SCHOOLHOUSE AT NEW WASHINGTON, AT
 HZ1715'THE JEFFERSON AND CLARK COUNTY LINE, AT THE JUNCTION OF THE HIGHWAY
 HZ1715'AND STATE HIGHWAY 362 LEADING WEST AND A GRAVELED ROAD LEADING
 HZ1715'EAST, IN SECTION 21, T 2 N, R 9 E, 50 FEET EAST OF THE CENTER LINE
 HZ1715'OF STATE HIGHWAY 62, 29 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1715'EAST-WEST ROAD, 25.6 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 HZ1715'MARKER POST, 15 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER
 HZ1715'POST, 4 FEET NORTHWEST OF A FENCE, 3.7 FEET WEST OF A METAL WITNESS
 HZ1715'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1715'CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 HZ1715'
 HZ1715'R.M. 1, STAMPED JEARK NO 1 1947, IS 93.7 FEET SOUTH OF THE STATION
 HZ1715'MARK, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1-1/2 FEET
 HZ1715'WEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 HZ1715'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ1715'
 HZ1715'R.M. 2, STAMPED JEARK NO 2 1947, IS 111.26 FEET WEST AND ACROSS THE
 HZ1715'HIGHWAY FROM THE STATION MARK, 61 FEET WEST OF THE CENTER LINE OF
 HZ1715'STATE HIGHWAY 62, 32 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 HZ1715'362, 9-1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 HZ1715'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HZ1715'INCHES.
 HZ1715
 HZ1715                          STATION RECOVERY (1965)
 HZ1715
 HZ1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1715'3.2 MI NE FROM NEW WASHINGTON.
 HZ1715'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE
 HZ1715'SCHOOLHOUSE AT NEW WASHINGTON, AT THE JEFFERSON AND CLARK COUNTY
 HZ1715'LINE, AT THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 362
 HZ1715'LEADING WEST AND A GRAVELED ROAD LEADING EAST, IN SECTION 21,
 HZ1715'T 2 N, R 9 E, 50 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 62,
 HZ1715'29 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25.6
 HZ1715'FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 15 FEET
 HZ1715'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 4 FEET
 HZ1715'NORTHWEST OF A FENCE, 3.7 FEET WEST OF A METAL WITNESS POST,
 HZ1715'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1715'POST ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 HZ1715
 HZ1715                          STATION RECOVERY (1974)
 HZ1715
 HZ1715'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 HZ1715'JEARK 1947 RECOVERED GOOD.
 HZ1715'
 HZ1715'JEARK 1947 (AZ MK) RECOVERED GOOD.
 HZ1715'
 HZ1715'JEARK NO 1 1947 RECOVERED GOOD.
 HZ1715'
 HZ1715'JEARK NO 2 1947 RECOVERED GOOD.
 HZ1715'
 HZ1715'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI SE OF LEXINGTON.
 HZ1715
 HZ1715                          STATION RECOVERY (1977)
 HZ1715
 HZ1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ1715'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HZ1715'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 HZ1715'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 WAS LESS BY
 HZ1715'2-MINUTES AND 59 SECONDS.  THE DISTANCE WAS LONGER BY 0.03 FOOT.
 HZ1715'
 HZ1715'THE 1947 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION WITH
 HZ1715'THE BELOW CHANGES.
 HZ1715'
 HZ1715'THE STATION IS 4-FEET WEST OF A METAL WITNESS POST.
 HZ1715'
 HZ1715'THE DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED
 HZ1715'DUE TO THE HEAVY HIGHWAY TRAFFIC.
 HZ1715'
 HZ1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 HZ1715'OF LEXINGTON.
 HZ1715'
 HZ1715'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1717 ***********************************************************************
 HZ1717  DESIGNATION -  JEARK AZ MK
 HZ1717  PID         -  HZ1717
 HZ1717  STATE/COUNTY-  IN/CLARK
 HZ1717  COUNTRY     -  US
 HZ1717  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1717
 HZ1717                         *CURRENT SURVEY CONTROL
 HZ1717  ______________________________________________________________________
 HZ1717* NAD 83(1986) POSITION- 38 35 50.     (N) 085 31 26.     (W)   SCALED
 HZ1717* NAVD 88 ORTHO HEIGHT -   224.889 (meters)      737.82  (feet) ADJUSTED
 HZ1717  ______________________________________________________________________
 HZ1717  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 HZ1717  DYNAMIC HEIGHT  -        224.739 (meters)      737.33  (feet) COMP
 HZ1717  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1717
 HZ1717  VERT ORDER      -  FIRST     CLASS II
 HZ1717
 HZ1717.The horizontal coordinates were scaled from a map and have
 HZ1717.an estimated accuracy of +/- 6 seconds.
 HZ1717
 HZ1717.The orthometric height was determined by differential leveling and
 HZ1717.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1717.in June 1991.
 HZ1717
 HZ1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1717.GEOID18 height accuracy estimate available here.
 HZ1717
 HZ1717.Click photographs - Photos may exist for this station.
 HZ1717
 HZ1717.The dynamic height is computed by dividing the NAVD 88
 HZ1717.geopotential number by the normal gravity value computed on the
 HZ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1717.degrees latitude (g = 980.6199 gals.).
 HZ1717
 HZ1717.The modeled gravity was interpolated from observed gravity values.
 HZ1717
 HZ1717;                    North         East    Units  Estimated Accuracy
 HZ1717;SPC IN E     -   371,790.      112,440.      MT  (+/- 180 meters Scaled)
 HZ1717
 HZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH285731(NAD 83)
 HZ1717
 HZ1717                          SUPERSEDED SURVEY CONTROL
 HZ1717
 HZ1717  NGVD 29 (??/??/92)  225.048  (m)          738.35   (f) ADJ UNCH    1 2
 HZ1717
 HZ1717.Superseded values are not recommended for survey control.
 HZ1717
 HZ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1717.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1717
 HZ1717_MARKER: DZ = AZIMUTH MARK DISK
 HZ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1717_STAMPING: JEARK 1947
 HZ1717_MARK LOGO: CGS
 HZ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1717+STABILITY: SURFACE MOTION
 HZ1717
 HZ1717  HISTORY     - Date     Condition        Report By
 HZ1717  HISTORY     - 1947     MONUMENTED       CGS
 HZ1717  HISTORY     - 1965     GOOD             CGS
 HZ1717
 HZ1717                          STATION DESCRIPTION
 HZ1717
 HZ1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1717'2.6 MI NE FROM NEW WASHINGTON.
 HZ1717'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE
 HZ1717'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 21, T 2 N, R 9 E, AT A
 HZ1717'JUNCTION OF THE HIGHWAY AND A ROAD LEADING SOUTH, 40 FEET
 HZ1717'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF THE
 HZ1717'CENTER LINE OF THE ROAD LEADING SOUTH, SOUTH OF A METAL WITNESS
 HZ1717'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1717'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1716 ***********************************************************************
 HZ1716  DESIGNATION -  JEARK RM 1
 HZ1716  PID         -  HZ1716
 HZ1716  STATE/COUNTY-  IN/CLARK
 HZ1716  COUNTRY     -  US
 HZ1716  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1716
 HZ1716                         *CURRENT SURVEY CONTROL
 HZ1716  ______________________________________________________________________
 HZ1716* NAD 83(1986) POSITION- 38 36 22.18   (N) 085 31 26.88   (W)   HD_HELD1
 HZ1716* NAVD 88 ORTHO HEIGHT -   227.045 (meters)      744.90  (feet) ADJUSTED
 HZ1716  ______________________________________________________________________
 HZ1716  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 HZ1716  DYNAMIC HEIGHT  -        226.893 (meters)      744.40  (feet) COMP
 HZ1716  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 HZ1716
 HZ1716  VERT ORDER      -  FIRST     CLASS II
 HZ1716
 HZ1716.The horizontal coordinates were determined by differentially corrected
 HZ1716.hand held GPS observations or other comparable positioning techniques
 HZ1716.and have an estimated accuracy of +/- 3 meters.
 HZ1716
 HZ1716.The orthometric height was determined by differential leveling and
 HZ1716.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1716.in June 1991.
 HZ1716
 HZ1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1716.GEOID18 height accuracy estimate available here.
 HZ1716
 HZ1716.Click photographs - Photos may exist for this station.
 HZ1716
 HZ1716.The dynamic height is computed by dividing the NAVD 88
 HZ1716.geopotential number by the normal gravity value computed on the
 HZ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1716.degrees latitude (g = 980.6199 gals.).
 HZ1716
 HZ1716.The modeled gravity was interpolated from observed gravity values.
 HZ1716
 HZ1716;                    North         East    Units  Estimated Accuracy
 HZ1716;SPC IN E     -   372,786.6     112,414.9     MT  (+/- 3 meters HH1 GPS) 
 HZ1716
 HZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2850674106(NAD 83)
 HZ1716
 HZ1716                          SUPERSEDED SURVEY CONTROL
 HZ1716
 HZ1716  NGVD 29 (??/??/92)  227.204  (m)          745.42   (f) ADJ UNCH    1 2
 HZ1716
 HZ1716.Superseded values are not recommended for survey control.
 HZ1716
 HZ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1716.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1716
 HZ1716_MARKER: DR = REFERENCE MARK DISK
 HZ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1716_STAMPING: JEARK NO 1 1947
 HZ1716_MARK LOGO: CGS
 HZ1716_PROJECTION: FLUSH
 HZ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1716+STABILITY: SURFACE MOTION
 HZ1716
 HZ1716  HISTORY     - Date     Condition        Report By
 HZ1716  HISTORY     - 1947     MONUMENTED       CGS
 HZ1716  HISTORY     - 1965     GOOD             CGS
 HZ1716
 HZ1716                          STATION DESCRIPTION
 HZ1716
 HZ1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1716'3.2 MI NE FROM NEW WASHINGTON.
 HZ1716'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE
 HZ1716'SCHOOLHOUSE AT NEW WASHINGTON, AT THE JEFFERSON AND CLARK
 HZ1716'COUNTY LINE, AT A JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 362
 HZ1716'LEADING WEST AND A GRAVELED ROAD LEADING EAST, IN SECTION 21,
 HZ1716'T 2 N, R 9 E, 93.7 FEET SOUTH OF JEARK 1947, 40 FEET EAST OF THE
 HZ1716'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A FENCE, ABOUT
 HZ1716'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1716'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1045 ***********************************************************************
 HZ1045  DESIGNATION -  JEFF
 HZ1045  PID         -  HZ1045
 HZ1045  STATE/COUNTY-  IN/JEFFERSON
 HZ1045  COUNTRY     -  US
 HZ1045  USGS QUAD   -  CARROLLTON (2019)
 HZ1045
 HZ1045                         *CURRENT SURVEY CONTROL
 HZ1045  ______________________________________________________________________
 HZ1045* NAD 83(1986) POSITION- 38 44 00.     (N) 085 14 39.     (W)   SCALED
 HZ1045* NAVD 88 ORTHO HEIGHT -   139.663 (meters)      458.21  (feet) ADJUSTED
 HZ1045  ______________________________________________________________________
 HZ1045  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 HZ1045  DYNAMIC HEIGHT  -        139.573 (meters)      457.92  (feet) COMP
 HZ1045  MODELED GRAVITY -    979,984.2   (mgal)                       NAVD 88
 HZ1045
 HZ1045  VERT ORDER      -  FIRST     CLASS II
 HZ1045
 HZ1045.The horizontal coordinates were scaled from a map and have
 HZ1045.an estimated accuracy of +/- 6 seconds.
 HZ1045
 HZ1045.The orthometric height was determined by differential leveling and
 HZ1045.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1045.in June 1991.
 HZ1045
 HZ1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1045.GEOID18 height accuracy estimate available here.
 HZ1045
 HZ1045.Click photographs - Photos may exist for this station.
 HZ1045
 HZ1045.The dynamic height is computed by dividing the NAVD 88
 HZ1045.geopotential number by the normal gravity value computed on the
 HZ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1045.degrees latitude (g = 980.6199 gals.).
 HZ1045
 HZ1045.The modeled gravity was interpolated from observed gravity values.
 HZ1045
 HZ1045;                    North         East    Units  Estimated Accuracy
 HZ1045;SPC IN E     -   386,980.      136,740.      MT  (+/- 180 meters Scaled)
 HZ1045
 HZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH526886(NAD 83)
 HZ1045
 HZ1045                          SUPERSEDED SURVEY CONTROL
 HZ1045
 HZ1045  NGVD 29 (??/??/92)  139.837  (m)          458.78   (f) ADJ UNCH    1 2
 HZ1045
 HZ1045.Superseded values are not recommended for survey control.
 HZ1045
 HZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1045.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1045
 HZ1045_MARKER: DD = SURVEY DISK
 HZ1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1045_SP_SET: CURB
 HZ1045_STAMPING: JEFF 52
 HZ1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1045
 HZ1045  HISTORY     - Date     Condition        Report By
 HZ1045  HISTORY     - UNK      MONUMENTED       INHD
 HZ1045  HISTORY     - 1965     GOOD             CGS
 HZ1045
 HZ1045                          STATION DESCRIPTION
 HZ1045
 HZ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1045'7.4 MI E FROM MADISON.
 HZ1045'7.45 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1045'MADISON, IN SECTION 1, T 3 N, R 11 E, 19 FEET NORTHEAST OF THE
 HZ1045'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END
 HZ1045'OF THE NORTHEAST GUARDRAIL CURB OF A CONCRETE BRIDGE OVER
 HZ1045'INDIAN KENTUCKY CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2454 ***********************************************************************
 LB2454  DESIGNATION -  JEFFERSON
 LB2454  PID         -  LB2454
 LB2454  STATE/COUNTY-  IN/HOWARD
 LB2454  COUNTRY     -  US
 LB2454  USGS QUAD   -  KOKOMO EAST (2019)
 LB2454
 LB2454                         *CURRENT SURVEY CONTROL
 LB2454  ______________________________________________________________________
 LB2454* NAD 83(1997) POSITION- 40 24 23.65464(N) 086 05 56.39707(W)   ADJUSTED
 LB2454* NAVD 88 ORTHO HEIGHT -   265.66  (+/-2cm)      871.6   (feet) VERTCON3
 LB2454  ______________________________________________________________________
 LB2454  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 LB2454  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 LB2454  HORZ ORDER      -  SECOND
 LB2454  VERT ORDER      -  THIRD ? (See Below)
 LB2454
 LB2454.The horizontal coordinates were established by classical geodetic methods
 LB2454.and adjusted by the National Geodetic Survey in May 1999.
 LB2454
 LB2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2454
 LB2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2454.GEOID18 height accuracy estimate available here.
 LB2454
 LB2454.The vertical order pertains to the NGVD 29 superseded value.
 LB2454
 LB2454.Click photographs - Photos may exist for this station.
 LB2454
 LB2454.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2454
 LB2454. The following values were computed from the NAD 83(1997) position.
 LB2454
 LB2454;                    North         East     Units Scale Factor Converg.
 LB2454;SPC IN E     -   572,750.901    63,302.514   MT  0.99998324   -0 16 48.9
 LB2454;SPC IN E     - 1,879,100.25    207,685.00   sFT  0.99998324   -0 16 48.9
 LB2454;UTM  16      - 4,473,273.848   576,451.595   MT  0.99967195   +0 35 02.6
 LB2454
 LB2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2454!SPC IN E     -   0.99996373  x   0.99998324  =   0.99994697
 LB2454!UTM  16      -   0.99996373  x   0.99967195  =   0.99963569
 LB2454
 LB2454:                Primary Azimuth Mark                     Grid Az
 LB2454:SPC IN E     -  DUNCAN                                   343 56 19.3
 LB2454:UTM  16      -  DUNCAN                                   343 04 27.8
 LB2454
 LB2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7645173273(NAD 83)
 LB2454
 LB2454|---------------------------------------------------------------------|
 LB2454| PID    Reference Object                     Distance      Geod. Az  |
 LB2454|                                                           dddmmss.s |
 LB2454| CC9440 JEFFERSON RM                         18.910 METERS 26717     |
 LB2454| LB2451 DUNCAN                              APPROX. 2.8 KM 3433930.4 |
 LB2454|---------------------------------------------------------------------|
 LB2454
 LB2454                          SUPERSEDED SURVEY CONTROL
 LB2454
 LB2454  NAD 83(1986)-  40 24 23.65680(N)    086 05 56.41298(W) AD(       ) 2
 LB2454  NAD 27      -  40 24 23.52330(N)    086 05 56.44540(W) AD(       ) 2
 LB2454  USSD        -  40 24 23.54300(N)    086 05 56.31600(W) AD(       ) 3
 LB2454  NGVD 29             265.78   (m)          872.0    (f) LEVELING    3  
 LB2454
 LB2454.Superseded values are not recommended for survey control.
 LB2454
 LB2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2454.See file dsdata.pdf to determine how the superseded data were derived.
 LB2454
 LB2454_MARKER: DS = TRIANGULATION STATION DISK
 LB2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2454_STAMPING: JEFFERSON 1920
 LB2454_MARK LOGO: CGS
 LB2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2454+STABILITY: SURFACE MOTION
 LB2454
 LB2454  HISTORY     - Date     Condition        Report By
 LB2454  HISTORY     - 1920     MONUMENTED       CGS
 LB2454  HISTORY     - 1934     GOOD             INGS
 LB2454  HISTORY     - 1948     MARK NOT FOUND   CGS
 LB2454  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB2454
 LB2454                          STATION DESCRIPTION
 LB2454
 LB2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2454'THE STATION IS ABOUT 1-1/2 MILES N OF SHARPSVILLE, ON W SIDE OF
 LB2454'TRACK, 200 YARDS N OF HOWARD INTERURBAN STATION, ON THE EXTENSION OF
 LB2454'THE S TANGENT OF FIRST CURVE N OF SHARPSVILLE, 4.825 METERS
 LB2454'(15.83 FEET) W OF W AND NEAREST RAIL.
 LB2454'
 LB2454'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2454'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2454'THE TRACK ACROSS THE ELECTRIC TRACK, 18.91 METERS (62.04 FEET) FROM
 LB2454'THE STATION S 87 DEG 18 MIN W.
 LB2454
 LB2454                          STATION RECOVERY (1934)
 LB2454
 LB2454'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2454'TRAVERSE STATION RECOVERED.
 LB2454
 LB2454                          STATION RECOVERY (1948)
 LB2454
 LB2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2454'STATION NOT FOUND.  LOCATION ALONG TRACK NOT DEFINITE.
 LB2454
 LB2454                          STATION RECOVERY (1960)
 LB2454
 LB2454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2454'THE STATION WAS NOT FOUND DUE TO THE INDEFINITE DESCRIPTION.  GRADING
 LB2454'IN THIS AREA HAS EITHER COVERED OR DESTROYED THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2546 ***********************************************************************
 LB2546  DESIGNATION -  JEFFERSON
 LB2546  PID         -  LB2546
 LB2546  STATE/COUNTY-  IN/CLINTON
 LB2546  COUNTRY     -  US
 LB2546  USGS QUAD   -  FRANKFORT (2019)
 LB2546
 LB2546                         *CURRENT SURVEY CONTROL
 LB2546  ______________________________________________________________________
 LB2546* NAD 83(1997) POSITION- 40 18 04.85786(N) 086 36 14.51699(W)   ADJUSTED
 LB2546* NAVD 88 ORTHO HEIGHT -   261.2   (meters)      857.    (feet) VERTCON3
 LB2546  ______________________________________________________________________
 LB2546  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 LB2546  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 LB2546  HORZ ORDER      -  FIRST
 LB2546
 LB2546.The horizontal coordinates were established by classical geodetic methods
 LB2546.and adjusted by the National Geodetic Survey in May 1999.
 LB2546
 LB2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2546
 LB2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2546.GEOID18 height accuracy estimate available here.
 LB2546
 LB2546.Click photographs - Photos may exist for this station.
 LB2546
 LB2546.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2546
 LB2546. The following values were computed from the NAD 83(1997) position.
 LB2546
 LB2546;                    North         East     Units Scale Factor Converg.
 LB2546;SPC IN W     -   561,087.855   940,747.579   MT  0.99998710   +0 18 36.1
 LB2546;SPC IN W     - 1,840,835.74  3,086,436.02   sFT  0.99998710   +0 18 36.1
 LB2546;UTM  16      - 4,461,280.139   533,650.663   MT  0.99961394   +0 15 22.0
 LB2546
 LB2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2546!SPC IN W     -   0.99996434  x   0.99998710  =   0.99995144
 LB2546!UTM  16      -   0.99996434  x   0.99961394  =   0.99957829
 LB2546
 LB2546:                Primary Azimuth Mark                     Grid Az
 LB2546:SPC IN W     -  JEFFERSON AZ MK RESET                    359 10 29.7
 LB2546:UTM  16      -  JEFFERSON AZ MK RESET                    359 13 43.8
 LB2546
 LB2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3365061280(NAD 83)
 LB2546
 LB2546|---------------------------------------------------------------------|
 LB2546| PID    Reference Object                     Distance      Geod. Az  |
 LB2546|                                                           dddmmss.s |
 LB2546| CC9444 JEFFERSON RM 2                       53.764 METERS 00034     |
 LB2546| LB2554 JEFFERSON RM 3                       14.936 METERS 09214     |
 LB2546| CC9443 JEFFERSON RM 1                       43.013 METERS 09906     |
 LB2546| LB2539 FRANKFORT CITY POWER PLANT STK      APPROX. 9.0 KM 1004524.5 |
 LB2546| CC9441 JEFFERSON AZ MK                                    1014045.7 |
 LB2546| LB2535 FRANKFORT RADIO STA WILO MAST       APPROX.10.4 KM 1042602.4 |
 LB2546| LB2551 FRANKFORT HEATING PLANT STACK       APPROX. 8.0 KM 1051144.6 |
 LB2546| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX. 8.2 KM 1055148.1 |
 LB2546| LB2548 FRANKFORT INDIANA BRASS CO TK       APPROX. 7.4 KM 1070727.3 |
 LB2546| LB2550 FRANKFORT INGRAM RICHARDSON TK      APPROX. 6.5 KM 1095637.9 |
 LB2546| LB2566 COLFAX MUNICIPAL TANK               APPROX.13.1 KM 2035412.7 |
 LB2546| CC9442 JEFFERSON AZ MK RESET                              3592905.8 |
 LB2546|---------------------------------------------------------------------|
 LB2546
 LB2546                          SUPERSEDED SURVEY CONTROL
 LB2546
 LB2546  NAD 83(1986)-  40 18 04.86466(N)    086 36 14.52979(W) AD(       ) 1
 LB2546  NAD 27      -  40 18 04.74000(N)    086 36 14.51200(W) AD(       ) 1
 LB2546  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 LB2546
 LB2546.Superseded values are not recommended for survey control.
 LB2546
 LB2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2546.See file dsdata.pdf to determine how the superseded data were derived.
 LB2546
 LB2546_MARKER: DS = TRIANGULATION STATION DISK
 LB2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2546_STAMPING: JEFFERSON 1934
 LB2546_MARK LOGO: CGS
 LB2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2546+STABILITY: SURFACE MOTION
 LB2546
 LB2546  HISTORY     - Date     Condition        Report By
 LB2546  HISTORY     - 1934     MONUMENTED       CGS
 LB2546  HISTORY     - 1935     GOOD             CGS
 LB2546  HISTORY     - 1948     GOOD             CGS
 LB2546  HISTORY     - 1954     GOOD             CGS
 LB2546
 LB2546                          STATION DESCRIPTION
 LB2546
 LB2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2546'ABOUT 6.4 MILES BY ROAD WEST-NORTHWEST OF FRANKFORT, 1.5 MILES NORTH
 LB2546'AND 0.7 MILE WEST OF JEFFERSON, ON LAND OWNED BY THE PEOPLES LIFE
 LB2546'INSURANCE CO., AND FARMED BY JOSEPH HEAILON, ON THE HIGHEST POINT
 LB2546'OF THE BARN LOT, 16.5 FEET EAST OF FENCE LINE, 20 FEET
 LB2546'EAST-NORTHEAST OF TWO ELM TREES IN FENCE LINE, 57 YARDS
 LB2546'WEST-SOUTHWEST OF THE FARMHOUSE AND PROJECTS 1-1/2 INCHES.
 LB2546'
 LB2546'TO REACH FROM JEFFERSON, GO NORTH FROM CROSSROADS FOR 1.5 MILES TO
 LB2546'CROSSROADS.  THENCE WEST FOR 0.7 MILE TO FARMHOUSE ON SOUTH SIDE OF
 LB2546'THE ROAD AND THE STATION.
 LB2546'
 LB2546'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2546'DISKS SET IN CONCRETE.
 LB2546'
 LB2546'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 1 FOOT WEST OF
 LB2546'FENCE LINE, 12 FEET SOUTH OF FENCE CORNER, AND PROJECTS 8 INCHES.
 LB2546'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 1 FOOT SOUTH OF FENCE
 LB2546'LINE, 18 FEET EAST OF FENCE CORNER, 20 FEET SOUTH OF CENTER LINE
 LB2546'OF GRAVEL ROAD, AND PROJECTS 4 INCHES.  DISTANCE BETWEEN THE
 LB2546'REFERENCE MARKS IS 241.64 FEET.
 LB2546'
 LB2546'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 20 FEET WEST OF THE
 LB2546'CENTER LINE OF ROAD, 6 INCHES WEST OF FENCE LINE, 0.15 MILE SOUTH OF
 LB2546'CROSSROADS, AND PROJECTS 3 INCHES.
 LB2546
 LB2546                          STATION RECOVERY (1935)
 LB2546
 LB2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB2546'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 LB2546'CONDITION AS DESCRIBED.
 LB2546'
 LB2546'THE PROPERTY NOW BELONGS TO GLEN LASHBROOK, WHO LIVES ABOUT 60 PACES
 LB2546'EAST OF THE STATION.  DESCRIPTION BY G. L. ANDERSON IS GOOD.
 LB2546
 LB2546                          STATION RECOVERY (1948)
 LB2546
 LB2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2546'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2546'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED
 LB2546'BECAUSE OF OBSTRUCTION OF A FARMERS CORN FIELD.  THE OLD DESCRIPTION
 LB2546'IS ADEQUATE.
 LB2546'
 LB2546'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2546
 LB2546                          STATION RECOVERY (1954)
 LB2546
 LB2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2546'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LB2546'CONDITION.  THE AZIMUTH MARK WAS NEAR A DITCH AND WAS MOVED AT THIS
 LB2546'TIME.  THE DISTANCE AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD
 LB2546'DESCRIPTION IS ADEQUATE.  DESCRIPTION TO THE NEW AZIMUTH MARK
 LB2546'FOLLOWS.
 LB2546'
 LB2546'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 LB2546'EAST OF A FENCE LINE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE
 LB2546'MARK IS FLUSH AND THE DISK IS STAMPED JEFFERSON 1934 RESET 1954.
 LB2546'
 LB2546'TO REACH THE AZIMUTH MARK FORM THE STATION, GO NORTH ON GRAVEL ROAD
 LB2546'FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2546'
 LB2546'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2066 ***********************************************************************
 HZ2066  DESIGNATION -  JEFFERSON PROVING GRDS TK 135
 HZ2066  PID         -  HZ2066
 HZ2066  STATE/COUNTY-  IN/JEFFERSON
 HZ2066  COUNTRY     -  US
 HZ2066  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2066
 HZ2066                         *CURRENT SURVEY CONTROL
 HZ2066  ______________________________________________________________________
 HZ2066* NAD 83(1997) POSITION- 38 49 54.39975(N) 085 25 08.10484(W)   ADJUSTED
 HZ2066  ______________________________________________________________________
 HZ2066  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 HZ2066  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HZ2066  HORZ ORDER      -  THIRD
 HZ2066
 HZ2066.The horizontal coordinates were established by classical geodetic methods
 HZ2066.and adjusted by the National Geodetic Survey in May 1999.
 HZ2066
 HZ2066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2066.GEOID18 height accuracy estimate available here.
 HZ2066
 HZ2066.Click photographs - Photos may exist for this station.
 HZ2066
 HZ2066.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2066
 HZ2066. The following values were computed from the NAD 83(1997) position.
 HZ2066
 HZ2066;                    North         East     Units Scale Factor Converg.
 HZ2066;SPC IN E     -   397,851.068   121,511.599   MT  0.99997236   +0 09 19.3
 HZ2066;SPC IN E     - 1,305,283.05    398,659.30   sFT  0.99997236   +0 09 19.3
 HZ2066;SPC KY1Z     - 1,277,348.997 1,528,749.435   MT  1.00004399   +0 12 11.8
 HZ2066;SPC KY1Z     - 4,190,769.17  5,015,572.10   sFT  1.00004399   +0 12 11.8
 HZ2066;SPC KY N     -   148,470.604   398,506.026   MT  0.99998227   -0 43 37.7
 HZ2066;SPC KY N     -   487,107.31  1,307,431.85   sFT  0.99998227   -0 43 37.7
 HZ2066;UTM  16      - 4,299,296.518   637,236.020   MT  0.99983192   +0 59 29.6
 HZ2066
 HZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3723699296(NAD 83)
 HZ2066
 HZ2066                          SUPERSEDED SURVEY CONTROL
 HZ2066
 HZ2066  NAD 83(1995)-  38 49 54.39853(N)    085 25 08.10322(W) AD(       ) 3
 HZ2066  NAD 83(1993)-  38 49 54.39898(N)    085 25 08.10407(W) AD(       ) 3
 HZ2066  NAD 83(1986)-  38 49 54.39946(N)    085 25 08.10976(W) AD(       ) 3
 HZ2066  NAD 27      -  38 49 54.19000(N)    085 25 08.26000(W) AD(       ) 3
 HZ2066
 HZ2066.Superseded values are not recommended for survey control.
 HZ2066
 HZ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2066.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2066
 HZ2066_MARKER: 53 = ELEVATED TANK
 HZ2066
 HZ2066  HISTORY     - Date     Condition        Report By
 HZ2066  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2066
 HZ2066                          STATION DESCRIPTION
 HZ2066
 HZ2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2066'THIS IS AN INTERSECTION STATION.
 HZ2066'
 HZ2066'THE STATION IS THE APEX OF THE BOWL OF THE WATER TANK. TANK IS
 HZ2066'LOCATED ABOUT 8 MILES NORTH OF MADISON, ON LAND OF THE JEFFERSON
 HZ2066'PROVING GROUNDS, ABOUT 0.4 MILE NORTHWEST OF THE ADMINISTRATION
 HZ2066'BUILDING, ABOUT 2 MILES WEST OF THE MAIN ENTRANCE GATE, AND
 HZ2066'ABOUT 0.1 MILE SOUTH OF THE FIRE DEPARTMENT BUILDING. THE TANK IS
 HZ2066'ABOUT 75 FEET HIGH, IS OF TEN LEG STEEL TRUSS CONSTRUCTION, IS
 HZ2066'CHECKERED IN DESIGN WITH BLACK AND YELLOW SQUARES, AND WAS BUILT IN
 HZ2066'1941.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2554 ***********************************************************************
 LB2554  DESIGNATION -  JEFFERSON RM 3
 LB2554  PID         -  LB2554
 LB2554  STATE/COUNTY-  IN/CLINTON
 LB2554  COUNTRY     -  US
 LB2554  USGS QUAD   -  FRANKFORT (2019)
 LB2554
 LB2554                         *CURRENT SURVEY CONTROL
 LB2554  ______________________________________________________________________
 LB2554* NAD 83(1997) POSITION- 40 18 04.83899(N) 086 36 13.88501(W)   ADJUSTED
 LB2554* NAVD 88 ORTHO HEIGHT -   260.5   (meters)      855.    (feet) VERTCON3
 LB2554  ______________________________________________________________________
 LB2554  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 LB2554  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LB2554  HORZ ORDER      -  FIRST
 LB2554
 LB2554.The horizontal coordinates were established by classical geodetic methods
 LB2554.and adjusted by the National Geodetic Survey in May 1999.
 LB2554
 LB2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2554
 LB2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2554.GEOID18 height accuracy estimate available here.
 LB2554
 LB2554.Click photographs - Photos may exist for this station.
 LB2554
 LB2554.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2554
 LB2554. The following values were computed from the NAD 83(1997) position.
 LB2554
 LB2554;                    North         East     Units Scale Factor Converg.
 LB2554;SPC IN W     -   561,087.354   940,762.506   MT  0.99998711   +0 18 36.5
 LB2554;SPC IN W     - 1,840,834.09  3,086,484.99   sFT  0.99998711   +0 18 36.5
 LB2554;UTM  16      - 4,461,279.623   533,665.584   MT  0.99961395   +0 15 22.4
 LB2554
 LB2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2554!SPC IN W     -   0.99996445  x   0.99998711  =   0.99995156
 LB2554!UTM  16      -   0.99996445  x   0.99961395  =   0.99957841
 LB2554
 LB2554:                Primary Azimuth Mark                     Grid Az
 LB2554:SPC IN W     -  JEFFERSON AZ MK RESET                    299 57 13.4
 LB2554:UTM  16      -  JEFFERSON AZ MK RESET                    300 00 27.5
 LB2554
 LB2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3366561279(NAD 83)
 LB2554
 LB2554|---------------------------------------------------------------------|
 LB2554| PID    Reference Object                     Distance      Geod. Az  |
 LB2554|                                                           dddmmss.s |
 LB2554| CC9443 JEFFERSON RM 1                       28.247 METERS 04443     |
 LB2554| LB2553 FRANKFORT BEL TEL MW KSN 77         APPROX. 8.8 KM 0871857.2 |
 LB2554| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX. 8.2 KM 1055317.1 |
 LB2554| LB2546 JEFFERSON                            14.933 METERS 27214     |
 LB2554| CC9444 JEFFERSON RM 2                       56.206 METERS 28710     |
 LB2554| CC9442 JEFFERSON AZ MK RESET                              3001549.9 |
 LB2554|---------------------------------------------------------------------|
 LB2554
 LB2554                          SUPERSEDED SURVEY CONTROL
 LB2554
 LB2554  NAD 83(1986)-  40 18 04.84580(N)    086 36 13.89794(W) AD(       ) 1
 LB2554  NAD 27      -  40 18 04.72110(N)    086 36 13.88017(W) AD(       ) 1
 LB2554  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG       
 LB2554
 LB2554.Superseded values are not recommended for survey control.
 LB2554
 LB2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2554.See file dsdata.pdf to determine how the superseded data were derived.
 LB2554
 LB2554_MARKER: DR = REFERENCE MARK DISK
 LB2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2554_STAMPING: JEFFERSON 1934 NO 3 1970
 LB2554_MARK LOGO: CGS
 LB2554_PROJECTION: RECESSED 5 CENTIMETERS
 LB2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2554+STABILITY: SURFACE MOTION
 LB2554
 LB2554  HISTORY     - Date     Condition        Report By
 LB2554  HISTORY     - 1970     MONUMENTED       NGS
 LB2554
 LB2554                          STATION DESCRIPTION
 LB2554
 LB2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2554'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF FRANKFORT,
 LB2554'2 MILES NORTHWEST OF JEFFERSON AND ON PROPERTY OWNED BY MR. NOBLE
 LB2554'HAYES WHO LIVES AT 508 EAST SOUTH STREET IN FRANKFORT.
 LB2554'
 LB2554'TO REACH THE STATION FROM THE CROSSROAD, TURN LEFT AND GO WEST
 LB2554'ON A PAVED ROAD FOR 1.5 MILES TO A CROSSROAD, TURN LEFT AND GO
 LB2554'WEST ON A GRAVELED ROAD FOR 0.8 MILE TO A FARM HOUSE AND THE
 LB2554'STATION ON THE LEFT.
 LB2554'
 LB2554'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED JEFFERSON
 LB2554'1934 NO 3 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LB2554'MONUMENT WHICH IS 2 INCHES UNDERGROUND.  IT IS 120 FEET SOUTHWEST
 LB2554'OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 93 FEET WEST OF A
 LB2554'NORTH-SOUTH WIRE FENCE AND 68 FEET EAST OF A NORTH-SOUTH WIRE
 LB2554'FENCE.
 LB2554'
 LB2554'JEFFERSON 1934 IS A STANDARD STATION MARK DISK STAMPED JEFFERSON
 LB2554'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LB2554'WHICH PROJECTS 2 INCHES.  IT IS 196 FEET SOUTH OF THE CENTER OF
 LB2554'THE GRAVELED ROAD AND 18 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 LB2554'
 LB2554'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JEFFERSON NO 1 1934,
 LB2554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LB2554'PROJECTS 12 INCHES.  IT IS 12 FEET SOUTH OF A FENCE CORNER AND 1.0
 LB2554'FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 LB2554'
 LB2554'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JEFFERSON NO 2 1934,
 LB2554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LB2554'PROJECTS 12 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE
 LB2554'GRAVELED ROAD, 18 FEET EAST OF A FENCE CORNER, 2 FEET
 LB2554'NORTH-NORTHEAST OF A POWER LINE POLE AND 1.0 FEET SOUTH OF AN
 LB2554'EAST-WEST WIRE FENCE.
 LB2554'
 LB2554'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JEFFERSON 1934 RESET
 LB2554'1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LB2554'IS FLUSH WITH THE GROUND.  IT IS 16 FEET WEST OF THE CENTER OF
 LB2554'THE GRAVELED ROAD, 1.0 FEET EAST OF A NORTH-SOUTH WIRE FENCE AND
 LB2554'1.0 FEET SOUTH OF A WOODEN WITNESS POST.
 LB2554'
 LB2554'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LB2554'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 LB2554'
 LB2554'NOTE--THIS STATION WAS ESTABLISHED DUE TO JEFFERSON 1934 BEING
 LB2554'TO NEAR A POWERLINE TO BUILD A TOWER OVER.
 LB2554'
 LB2554'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2143 ***********************************************************************
 HZ2143  DESIGNATION -  JEFFERSONVILLE US ARMY QM TANK
 HZ2143  PID         -  HZ2143
 HZ2143  STATE/COUNTY-  IN/CLARK
 HZ2143  COUNTRY     -  US
 HZ2143  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2143
 HZ2143                         *CURRENT SURVEY CONTROL
 HZ2143  ______________________________________________________________________
 HZ2143* NAD 83(1997) POSITION- 38 17 15.56507(N) 085 43 58.82733(W)   ADJUSTED
 HZ2143  ______________________________________________________________________
 HZ2143  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 HZ2143  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 HZ2143  HORZ ORDER      -  THIRD
 HZ2143
 HZ2143.The horizontal coordinates were established by classical geodetic methods
 HZ2143.and adjusted by the National Geodetic Survey in May 1999.
 HZ2143
 HZ2143.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2143.GEOID18 height accuracy estimate available here.
 HZ2143
 HZ2143.Click photographs - Photos may exist for this station.
 HZ2143
 HZ2143.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2143
 HZ2143. The following values were computed from the NAD 83(1997) position.
 HZ2143
 HZ2143;                    North         East     Units Scale Factor Converg.
 HZ2143;SPC IN E     -   337,424.737    94,196.141   MT  0.99996708   -0 02 28.0
 HZ2143;SPC IN E     - 1,107,034.32    309,041.84   sFT  0.99996708   -0 02 28.0
 HZ2143;UTM  16      - 4,238,491.109   610,804.748   MT  0.99975120   +0 47 06.4
 HZ2143
 HZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1080438491(NAD 83)
 HZ2143
 HZ2143                          SUPERSEDED SURVEY CONTROL
 HZ2143
 HZ2143  NAD 83(1993)-  38 17 15.56289(N)    085 43 58.82548(W) AD(       ) 3
 HZ2143  NAD 83(1986)-  38 17 15.57076(N)    085 43 58.83662(W) AD(       ) 3
 HZ2143  NAD 27      -  38 17 15.25000(N)    085 43 58.91000(W) AD(       ) 3
 HZ2143
 HZ2143.Superseded values are not recommended for survey control.
 HZ2143
 HZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2143.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2143
 HZ2143_MARKER: 53 = ELEVATED TANK
 HZ2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2143+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 HZ2143
 HZ2143  HISTORY     - Date     Condition        Report By
 HZ2143  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2143  HISTORY     - 1963     GOOD             AEROS
 HZ2143  HISTORY     - 1975     GOOD             NGS
 HZ2143  HISTORY     - 20060404 GOOD             GEOCAC
 HZ2143
 HZ2143                          STATION DESCRIPTION
 HZ2143
 HZ2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2143'THIS IS AN INTERSECTION STATION.
 HZ2143'
 HZ2143'THE STATION IS LOCATED IN THE EASTERN SECTION OF THE CITY OF
 HZ2143'JEFFERSONVILLE, ABOUT 300 FEET NORTH OF EAST 10TH ST, AND
 HZ2143'ABOUT 100 FT NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN BUILDING
 HZ2143'OF THE QUARTERMASTER DEPOT. THE WATER TANK IS A SIX LEGGED
 HZ2143'STEEL STRUCTURE WITH THE BODY OF THE TANK PAINTED A CHECKERED RED AND
 HZ2143'WHITE. THE POINT INTERSECTED WAS THE SMALL BALL AT THE
 HZ2143'APEX OF THE ROOF.
 HZ2143'
 HZ2143'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E, STATE
 HZ2143'HIGHWAY 62 AND EAST 10TH STREET IN JEFFERSONVILLE, GO EAST ON
 HZ2143'EAST 10TH STREET FOR 0.9 MILE AND THE WATER TANK ON THE LEFT.
 HZ2143
 HZ2143                          STATION RECOVERY (1963)
 HZ2143
 HZ2143'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2143'RECOVERED AS DESCRIBED.
 HZ2143
 HZ2143                          STATION RECOVERY (1975)
 HZ2143
 HZ2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2143'RECOVERED AS DESCRIBED.
 HZ2143'
 HZ2143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--JEFFERSONVILLE.
 HZ2143
 HZ2143                          STATION RECOVERY (2006)
 HZ2143
 HZ2143'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 HZ2143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0706 ***********************************************************************
 HA0706  DESIGNATION -  JEM 4
 HA0706  PID         -  HA0706
 HA0706  STATE/COUNTY-  IN/VANDERBURGH
 HA0706  COUNTRY     -  US
 HA0706  USGS QUAD   -  NEWBURGH (2019)
 HA0706
 HA0706                         *CURRENT SURVEY CONTROL
 HA0706  ______________________________________________________________________
 HA0706* NAD 83(1986) POSITION- 37 56 51.     (N) 087 29 34.     (W)   SCALED
 HA0706* NAVD 88 ORTHO HEIGHT -   114.782 (meters)      376.58  (feet) ADJUSTED
 HA0706  ______________________________________________________________________
 HA0706  GEOID HEIGHT    -        -31.025 (meters)                     GEOID18
 HA0706  DYNAMIC HEIGHT  -        114.703 (meters)      376.32  (feet) COMP
 HA0706  MODELED GRAVITY -    979,943.0   (mgal)                       NAVD 88
 HA0706
 HA0706  VERT ORDER      -  FIRST     CLASS II
 HA0706
 HA0706.The horizontal coordinates were scaled from a map and have
 HA0706.an estimated accuracy of +/- 6 seconds.
 HA0706
 HA0706.The orthometric height was determined by differential leveling and
 HA0706.adjusted by the NATIONAL GEODETIC SURVEY
 HA0706.in June 1991.
 HA0706
 HA0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0706.GEOID18 height accuracy estimate available here.
 HA0706
 HA0706.Click photographs - Photos may exist for this station.
 HA0706
 HA0706.The dynamic height is computed by dividing the NAVD 88
 HA0706.geopotential number by the normal gravity value computed on the
 HA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0706.degrees latitude (g = 980.6199 gals.).
 HA0706
 HA0706.The modeled gravity was interpolated from observed gravity values.
 HA0706
 HA0706;                    North         East    Units  Estimated Accuracy
 HA0706;SPC IN W     -   299,750.      864,010.      MT  (+/- 180 meters Scaled)
 HA0706
 HA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH567001(NAD 83)
 HA0706
 HA0706                          SUPERSEDED SURVEY CONTROL
 HA0706
 HA0706  NGVD 29 (??/??/92)  114.873  (m)          376.88   (f) ADJ UNCH    1 2
 HA0706
 HA0706.Superseded values are not recommended for survey control.
 HA0706
 HA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0706.See file dsdata.pdf to determine how the superseded data were derived.
 HA0706
 HA0706_MARKER: DD = SURVEY DISK
 HA0706_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0706_SP_SET: BOX CULVERT
 HA0706_STAMPING: JEM 4 377
 HA0706_MARK LOGO: USGS
 HA0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0706+STABILITY: SURFACE MOTION
 HA0706
 HA0706  HISTORY     - Date     Condition        Report By
 HA0706  HISTORY     - 1950     MONUMENTED       USGS
 HA0706  HISTORY     - 1965     GOOD             CGS
 HA0706
 HA0706                          STATION DESCRIPTION
 HA0706
 HA0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0706'5.8 MI W FROM NEWBURG.
 HA0706'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0706'DAM NUMBER 47 AT NEWBURGH, THENCE 0.5 MILE SOUTH ALONG STACER
 HA0706'ROAD, THENCE 2.6 MILES WEST ALONG POLLACK AVENUE, OR ABOUT 0.15
 HA0706'MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST OFFICE AT
 HA0706'EVANSVILLE, THENCE 2.9 MILES SOUTHEAST ALONG RIVERSIDE DRIVE,
 HA0706'THENCE 2.5 MILES EAST ALONG POLLACK AVENUE, IN SECTION 1, T 7 S,
 HA0706'R 9 W, ABOUT 200 FEET SOUTHEAST OF AND ACROSS AN INTERSECTION
 HA0706'FROM THE CAZE SCHOOL, 25 FEET SOUTHEAST OF THE CENTER OF THE
 HA0706'INTERSECTION OF THE GREEN RIVER ROAD, 23 FEET SOUTH OF THE CENTER
 HA0706'LINE OF THE AVENUE, 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HA0706'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 HA0706'OF A BOX CULVERT, 35 FEET EAST OF AND ACROSS THE GREEN RIVER ROAD
 HA0706'FROM POWER POLE NUMBER 9822, AND ABOUT 5 INCHES ABOVE THE LEVEL
 HA0706'OF THE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0156 ***********************************************************************
 JA0156  DESIGNATION -  JENKINS 2
 JA0156  PID         -  JA0156
 JA0156  STATE/COUNTY-  IN/LAWRENCE
 JA0156  COUNTRY     -  US
 JA0156  USGS QUAD   -  MITCHELL (2019)
 JA0156
 JA0156                         *CURRENT SURVEY CONTROL
 JA0156  ______________________________________________________________________
 JA0156* NAD 83(1997) POSITION- 38 41 58.10471(N) 086 27 36.35869(W)   NO CHECK
 JA0156* NAVD 88 ORTHO HEIGHT -   220.566 (meters)      723.64  (feet) ADJUSTED
 JA0156  ______________________________________________________________________
 JA0156  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 JA0156  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 JA0156  DYNAMIC HEIGHT  -        220.422 (meters)      723.17  (feet) COMP
 JA0156  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 JA0156
 JA0156  HORZ ORDER      -  THIRD
 JA0156  VERT ORDER      -  FIRST     CLASS II
 JA0156
 JA0156.The horizontal coordinates were established by classical geodetic methods
 JA0156.and adjusted by the National Geodetic Survey in May 1999.
 JA0156
 JA0156.No horizontal observational check was made to the station.
 JA0156
 JA0156.The orthometric height was determined by differential leveling and
 JA0156.adjusted by the NATIONAL GEODETIC SURVEY
 JA0156.in June 1991.
 JA0156
 JA0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0156.GEOID18 height accuracy estimate available here.
 JA0156
 JA0156.Click photographs - Photos may exist for this station.
 JA0156
 JA0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0156
 JA0156.The dynamic height is computed by dividing the NAVD 88
 JA0156.geopotential number by the normal gravity value computed on the
 JA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0156.degrees latitude (g = 980.6199 gals.).
 JA0156
 JA0156.The modeled gravity was interpolated from observed gravity values.
 JA0156
 JA0156. The following values were computed from the NAD 83(1997) position.
 JA0156
 JA0156;                    North         East     Units Scale Factor Converg.
 JA0156;SPC IN W     -   383,319.535   954,214.560   MT  1.00000285   +0 23 22.8
 JA0156;SPC IN W     - 1,257,607.51  3,130,618.94   sFT  1.00000285   +0 23 22.8
 JA0156;UTM  16      - 4,283,566.001   546,948.194   MT  0.99962714   +0 20 15.3
 JA0156
 JA0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0156!SPC IN W     -   0.99997060  x   1.00000285  =   0.99997345
 JA0156!UTM  16      -   0.99997060  x   0.99962714  =   0.99959775
 JA0156
 JA0156:                Primary Azimuth Mark                     Grid Az
 JA0156:SPC IN W     -  JENKINS 2 AZ MK 2                        350 50 23.8
 JA0156:UTM  16      -  JENKINS 2 AZ MK 2                        350 53 31.3
 JA0156
 JA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4694883566(NAD 83)
 JA0156
 JA0156|---------------------------------------------------------------------|
 JA0156| PID    Reference Object                     Distance      Geod. Az  |
 JA0156|                                                           dddmmss.s |
 JA0156| JA0157 JENKINS RM 1                         15.951 METERS 08812     |
 JA0156| JA1704 ORLEANS MUNICIPAL TANK              APPROX. 2.7 KM 1661923.4 |
 JA0156| JA1705 ORLEANS HEISE BROS MILL STACK       APPROX. 3.9 KM 1695441.2 |
 JA0156| JA0158 JENKINS 2 RM 3                       52.042 METERS 17801     |
 JA0156| JA1413 JENKINS RM 2                         44.202 METERS 23435     |
 JA0156| JA1412 JENKINS                               8.637 METERS 25116     |
 JA0156| CG8231 JENKINS 2 AZ MK 2                                  3511346.6 |
 JA0156| JA0159 JENKINS AZ MK                                      3573411.0 |
 JA0156|---------------------------------------------------------------------|
 JA0156
 JA0156                          SUPERSEDED SURVEY CONTROL
 JA0156
 JA0156  NAD 83(1986)-  38 41 58.10985(N)    086 27 36.36115(W) AD(       ) 3
 JA0156  NAD 27      -  38 41 57.92000(N)    086 27 36.39500(W) AD(       ) 3
 JA0156  NGVD 29 (??/??/92)  220.679  (m)          724.01   (f) ADJ UNCH    1 2
 JA0156  NGVD 29             220.68   (m)          724.0    (f) LEVELING    3  
 JA0156
 JA0156.Superseded values are not recommended for survey control.
 JA0156
 JA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0156.See file dsdata.pdf to determine how the superseded data were derived.
 JA0156
 JA0156_MARKER: DS = TRIANGULATION STATION DISK
 JA0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0156_STAMPING: JENKINS 2 1952
 JA0156_MARK LOGO: CGS
 JA0156_PROJECTION: FLUSH
 JA0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0156+STABILITY: SURFACE MOTION
 JA0156
 JA0156  HISTORY     - Date     Condition        Report By
 JA0156  HISTORY     - 1952     MONUMENTED       CGS
 JA0156  HISTORY     - 1953     GOOD             INHD
 JA0156  HISTORY     - 1965     GOOD             CGS
 JA0156  HISTORY     - 1965     GOOD             CGS
 JA0156  HISTORY     - 1967     GOOD             CGS
 JA0156  HISTORY     - 1967     GOOD             CGS
 JA0156  HISTORY     - 1983     GOOD             USACE
 JA0156
 JA0156                          STATION DESCRIPTION
 JA0156
 JA0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 JA0156'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF ORLEANS, IN THE
 JA0156'NORTHWEST CORNER OF A LAWN ON PROPERTY OF MR. RALPH JENKINS.
 JA0156'IT IS 20 FEET EAST OF RIGHT-OF-WAY OF STATE HIGHWAY 37, 15 FEET NORTH
 JA0156'OF A 6 INCH MAPLE TREE AND 2.5 FEET SOUTH OF A FENCE. THE MARK
 JA0156'IS FLUSH AND THE DISK IS STAMPED JENKINS 2 1952.
 JA0156'
 JA0156'REFERENCE MARK NO. 1 IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JA0156'A FRAME HOUSE, 14 FEET NORTH OF A 6 INCH MAPLE TREE AND 1 FOOT
 JA0156'SOUTH OF A FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED JENKINS 1
 JA0156'1946.
 JA0156'
 JA0156'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF RIGHT-OF-WAY OF HIGHWAY
 JA0156'37, 27 FEET SOUTH OF THE CENTER OF A FARM LANE, 1 FOOT EAST OF A
 JA0156'FENCE, AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS
 JA0156'ABOUT 6 INCHES AND THE DISK IS STAMPED JENKINS 2 1946.
 JA0156'
 JA0156'REFERENCE MARK NO. 3 IS IN THE SOUTHWEST CORNER OF THE LAWN, 8 FEET
 JA0156'SOUTH OF THE CENTER OF A FARM LANE AND 1 FOOT NORTH OF A
 JA0156'FENCE. THE MARK IS A 6 INCH IRON PIPE FILLED WITH CONCRETE AND HAS A
 JA0156'STANDARD REFERENCE MARK DISK IN THE TOP. THE MARK IS FLUSH AND
 JA0156'THE DISK IS STAMPED JENKINS 2 NO 3 1952.
 JA0156'
 JA0156'AZIMUTH MARK IS ABOUT 150 FEET EAST OF THE CENTERLINE OF STATE
 JA0156'HIGHWAY 37, WHERE HIGHWAY MAKES A SLIGHT CURVE TO THE LEFT, 32
 JA0156'FEET SOUTH OF POWER LINE POLE NO. 413 AND 1 FOOT WEST OF A FENCE LINE
 JA0156'AND WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND
 JA0156'THE DISK IS STAMPED JENKINS 1946.
 JA0156'
 JA0156'TO REACH THE STATION FROM THE COURTHOUSE IN ORLEANS, GO NORTH ON
 JA0156'STATE HIGHWAY 37 FOR 2.7 MILES TO THE STATION ON THE RIGHT, EAST,
 JA0156'SIDE OF ROAD AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE TO
 JA0156'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JA0156'
 JA0156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0156
 JA0156                          STATION RECOVERY (1953)
 JA0156
 JA0156'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1953
 JA0156'RM 2 WAS ACCIDENTALLY REMOVED WHILE SLOPING THE BACK SLOPE OF SR 37.
 JA0156
 JA0156                          STATION RECOVERY (1965)
 JA0156
 JA0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0156'THE STATION MARK, STAMPED JENKINS 2 1952, IS ABOUT 2.35 MILES SOUTH
 JA0156'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE
 JA0156'STATION AT MITCHELL, THENCE 0.55 MILE SOUTHWEST ALONG A PRIVATE TRAIL
 JA0156'ROAD, IN SECTION 18, T 3 N, R 1 E, AT A FARMHOUSE OCCUPIED BY
 JA0156'MR. GREALD WINKLER, 140 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JA0156'FARMHOUSE, 83 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0156'2-1/2 FEET SOUTH OF A FENCE, 2.2 FEET SOUTH OF A METAL WITNESS POST,
 JA0156'ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JA0156'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0156'
 JA0156'R.M. 1, STAMPED JENKINS 1 1946, IS 52.3 FEET EAST OF THE STATION
 JA0156'MARK, 88.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 JA0156'141 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A
 JA0156'FENCE, 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JA0156'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0156'
 JA0156'R.M. 3, STAMPED JENKINS 2 NO 3 1952, IS 170 FEET SOUTH OF THE STATION
 JA0156'MARK, 149 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0156'FARMHOUSE, 85 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 JA0156'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT
 JA0156'NORTH OF A FENCE, NORTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 JA0156'THE LEVEL OF THE PRIVATE DRIVEWAY, AND SET IN THE TOP OF A
 JA0156'CONCRETE POST PROJECTING 2 INCHES.
 JA0156'
 JA0156'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. IT MAY HAVE BEEN
 JA0156'DESTROYED DURING ROAD CONSTRUCTION.
 JA0156
 JA0156                          STATION RECOVERY (1965)
 JA0156
 JA0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0156'2.9 MI S FROM MITCHELL.
 JA0156'ABOUT 2.35 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0156'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, THENCE 0.55
 JA0156'MILE SOUTHWEST ALONG A PRIVATE TRAIL ROAD, IN SECTION 18, T 3 N,
 JA0156'R 1 E, AT A FARMHOUSE OCCUPIED BY MR GERALD WINKLER, 140 FEET
 JA0156'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 83 FEET EAST
 JA0156'OF THE CENTER LINE OF A HIGHWAY, 2 1/2 FEET SOUTH OF A FENCE, 2.2
 JA0156'FEET SOUTH OF A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE
 JA0156'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0156'FLUSH WITH THE GROUND.
 JA0156
 JA0156                          STATION RECOVERY (1967)
 JA0156
 JA0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0156'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED
 JA0156'AND FOUND IN GOOD CONDITION AT THIS TIME. A TWO HOUR SEARCH WAS
 JA0156'MADE FOR THE AZIMUTH MARK BUT COULD NOT BE FOUND AND IS ASSUMED LOST.
 JA0156'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. THE
 JA0156'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED. A METAL
 JA0156'WITNESS POST HAS BEEN SET 2 FEET NORTH OF THE STATION MARK. A
 JA0156'METAL WITNESS POST HAS BEEN SET 6 INCHES SOUTH OF REFERENCE MARK 3.
 JA0156'THE PREVIOUS DESCRIPTION TO THE STATION IS GOOD WITH THE
 JA0156'ADDITION OF THE BELOW DESCRIPTION OF THE NEW AZIMUTH MARK.
 JA0156'
 JA0156'THE AZIMUTH MARK IS 33 FEET NORTHEAST OF THE CENTERLINE OF STATE
 JA0156'HIGHWAY 37, 33 FEET NORTHWEST OF A FENCE CORNER, 15 FEET
 JA0156'NORTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 5 FEET
 JA0156'NORTHWEST OF A FENCE CORNER. IT IS A STANDARD DISK SET IN A
 JA0156'DRILL HOLE IN OUT-CROPPING BEDROCK AND STAMPED JENKINS 2 1952 AZ 2
 JA0156'1967.
 JA0156'
 JA0156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 JA0156'37 FOR 0.35 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT.
 JA0156'
 JA0156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES NORTH OF
 JA0156'ORLEANS.
 JA0156'
 JA0156'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA0156
 JA0156                          STATION RECOVERY (1967)
 JA0156
 JA0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0156'RECOVERED IN GOOD CONDITION.
 JA0156
 JA0156                          STATION RECOVERY (1983)
 JA0156
 JA0156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983 (FF)
 JA0156'JENKINS 2 1952 - GOOD CONDITION - PRESENT DESCRIPTION ADEQUATE.
 JA0156'REFERENCE MARKS NOT SEARCHED FOR.
 JA0156'
 JA0156'JENKINS 2 1952 AZ 2 1967 RECOVERED IN GOOD DESCRIPTION.
 JA0156'
 JA0156'A TRAVERSE WAS RAN FROM JENKINS 2 TO ORLEANS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0158 ***********************************************************************
 JA0158  DESIGNATION -  JENKINS 2 RM 3
 JA0158  PID         -  JA0158
 JA0158  STATE/COUNTY-  IN/LAWRENCE
 JA0158  COUNTRY     -  US
 JA0158  USGS QUAD   -  MITCHELL (2019)
 JA0158
 JA0158                         *CURRENT SURVEY CONTROL
 JA0158  ______________________________________________________________________
 JA0158* NAD 83(1986) POSITION- 38 41 56.42   (N) 086 27 36.28   (W)   HD_HELD1
 JA0158* NAVD 88 ORTHO HEIGHT -   220.452 (meters)      723.27  (feet) ADJUSTED
 JA0158  ______________________________________________________________________
 JA0158  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 JA0158  DYNAMIC HEIGHT  -        220.307 (meters)      722.79  (feet) COMP
 JA0158  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 JA0158
 JA0158  VERT ORDER      -  FIRST     CLASS II
 JA0158
 JA0158.The horizontal coordinates were determined by differentially corrected
 JA0158.hand held GPS observations or other comparable positioning techniques
 JA0158.and have an estimated accuracy of +/- 3 meters.
 JA0158
 JA0158.The orthometric height was determined by differential leveling and
 JA0158.adjusted by the NATIONAL GEODETIC SURVEY
 JA0158.in June 1991.
 JA0158
 JA0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0158.GEOID18 height accuracy estimate available here.
 JA0158
 JA0158.Click photographs - Photos may exist for this station.
 JA0158
 JA0158.The dynamic height is computed by dividing the NAVD 88
 JA0158.geopotential number by the normal gravity value computed on the
 JA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0158.degrees latitude (g = 980.6199 gals.).
 JA0158
 JA0158.The modeled gravity was interpolated from observed gravity values.
 JA0158
 JA0158;                    North         East    Units  Estimated Accuracy
 JA0158;SPC IN W     -   383,267.6     954,216.8     MT  (+/- 3 meters HH1 GPS) 
 JA0158
 JA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4695083514(NAD 83)
 JA0158
 JA0158                          SUPERSEDED SURVEY CONTROL
 JA0158
 JA0158  NGVD 29 (??/??/92)  220.564  (m)          723.63   (f) ADJ UNCH    1 2
 JA0158
 JA0158.Superseded values are not recommended for survey control.
 JA0158
 JA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0158.See file dsdata.pdf to determine how the superseded data were derived.
 JA0158
 JA0158_MARKER: DR = REFERENCE MARK DISK
 JA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0158_STAMPING: JENKINS 2 NO 3 1952
 JA0158_MARK LOGO: CGS
 JA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0158+STABILITY: SURFACE MOTION
 JA0158
 JA0158  HISTORY     - Date     Condition        Report By
 JA0158  HISTORY     - 1952     MONUMENTED       CGS
 JA0158  HISTORY     - 1965     GOOD             CGS
 JA0158  HISTORY     - 1967     GOOD             CGS
 JA0158
 JA0158                          STATION DESCRIPTION
 JA0158
 JA0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0158'2.9 MI S FROM MITCHELL.
 JA0158'ABOUT 2.35 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0158'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, THENCE 0.55
 JA0158'MILE SOUTHWEST ALONG A PRIVATE TRAIL ROAD, IN SECTION 18, T 3 N,
 JA0158'R 1 E, AT A FARMHOUSE OCCUPIED BY MR GERALD WINKLER, 149 FEET
 JA0158'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 85 FEET EAST
 JA0158'OF THE CENTER LINE OF A HIGHWAY, 18 FEET SOUTH OF THE CENTER
 JA0158'LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF A FENCE, 170 FEET
 JA0158'SOUTH OF JENKINS 2, NORTH OF A METAL WITNESS POST, ABOUT 5 FEET
 JA0158'ABOVE THE LEVEL OF THE PRIVATE DRIVEWAY, AND SET IN THE TOP OF A
 JA0158'CONCRETE POST PROJECTING 2 INCHES.
 JA0158
 JA0158                          STATION RECOVERY (1967)
 JA0158
 JA0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0159 ***********************************************************************
 JA0159  DESIGNATION -  JENKINS AZ MK
 JA0159  PID         -  JA0159
 JA0159  STATE/COUNTY-  IN/LAWRENCE
 JA0159  COUNTRY     -  US
 JA0159  USGS QUAD   -  MITCHELL (2019)
 JA0159
 JA0159                         *CURRENT SURVEY CONTROL
 JA0159  ______________________________________________________________________
 JA0159* NAD 83(1986) POSITION- 38 42 16.     (N) 086 27 37.     (W)   SCALED
 JA0159* NAVD 88 ORTHO HEIGHT -   211.244 (meters)      693.06  (feet) ADJUSTED
 JA0159  ______________________________________________________________________
 JA0159  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 JA0159  DYNAMIC HEIGHT  -        211.106 (meters)      692.60  (feet) COMP
 JA0159  MODELED GRAVITY -    979,969.0   (mgal)                       NAVD 88
 JA0159
 JA0159  VERT ORDER      -  FIRST     CLASS II
 JA0159
 JA0159.The horizontal coordinates were scaled from a map and have
 JA0159.an estimated accuracy of +/- 6 seconds.
 JA0159
 JA0159.The orthometric height was determined by differential leveling and
 JA0159.adjusted by the NATIONAL GEODETIC SURVEY
 JA0159.in June 1991.
 JA0159
 JA0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0159.GEOID18 height accuracy estimate available here.
 JA0159
 JA0159.Click photographs - Photos may exist for this station.
 JA0159
 JA0159.The dynamic height is computed by dividing the NAVD 88
 JA0159.geopotential number by the normal gravity value computed on the
 JA0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0159.degrees latitude (g = 980.6199 gals.).
 JA0159
 JA0159.The modeled gravity was interpolated from observed gravity values.
 JA0159
 JA0159;                    North         East    Units  Estimated Accuracy
 JA0159;SPC IN W     -   383,870.      954,200.      MT  (+/- 180 meters Scaled)
 JA0159
 JA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469841(NAD 83)
 JA0159
 JA0159                          SUPERSEDED SURVEY CONTROL
 JA0159
 JA0159  NGVD 29 (??/??/92)  211.36   (m)          693.4    (f) COMPUTED    1 2
 JA0159
 JA0159.Superseded values are not recommended for survey control.
 JA0159
 JA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0159.See file dsdata.pdf to determine how the superseded data were derived.
 JA0159
 JA0159_MARKER: DZ = AZIMUTH MARK DISK
 JA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0159_STAMPING: JENKINS 1946
 JA0159_MARK LOGO: CGS
 JA0159_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0159+STABILITY: SURFACE MOTION
 JA0159
 JA0159  HISTORY     - Date     Condition        Report By
 JA0159  HISTORY     - 1946     MONUMENTED       CGS
 JA0159  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0159
 JA0159                          STATION DESCRIPTION
 JA0159
 JA0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0159'3.2 MI SE FROM MITCHELL.
 JA0159'ABOUT 2.35 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0159'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0159'0.55 MILE WEST ALONG A FARM LANE, THENCE ABOUT 0.3 MILE NORTH
 JA0159'ALONG STATE HIGHWAY 37, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 JA0159'121 FEET SOUTH OF A FENCE CORNER AT A GATE ACROSS DRIVEWAY
 JA0159'LEADING TO A BARN, 64.2 FEET EAST-NORTHEAST OF THE CENTER LINE
 JA0159'OF THE HIGHWAY, 2 FEET WEST OF THE FENCE LINE, 1 FOOT WEST OF A
 JA0159'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0159'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0159'INCHES.  NOTE-- THIS MARK MAY HAVE BEEN DESTROYED IN ROAD
 JA0159'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0157 ***********************************************************************
 JA0157  DESIGNATION -  JENKINS RM 1
 JA0157  PID         -  JA0157
 JA0157  STATE/COUNTY-  IN/LAWRENCE
 JA0157  COUNTRY     -  US
 JA0157  USGS QUAD   -  MITCHELL (2019)
 JA0157
 JA0157                         *CURRENT SURVEY CONTROL
 JA0157  ______________________________________________________________________
 JA0157* NAD 83(1986) POSITION- 38 41 58.12   (N) 086 27 35.70   (W)   HD_HELD1
 JA0157* NAVD 88 ORTHO HEIGHT -   220.982 (meters)      725.01  (feet) ADJUSTED
 JA0157  ______________________________________________________________________
 JA0157  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 JA0157  DYNAMIC HEIGHT  -        220.837 (meters)      724.53  (feet) COMP
 JA0157  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 JA0157
 JA0157  VERT ORDER      -  FIRST     CLASS II
 JA0157
 JA0157.The horizontal coordinates were determined by differentially corrected
 JA0157.hand held GPS observations or other comparable positioning techniques
 JA0157.and have an estimated accuracy of +/- 3 meters.
 JA0157
 JA0157.The orthometric height was determined by differential leveling and
 JA0157.adjusted by the NATIONAL GEODETIC SURVEY
 JA0157.in June 1991.
 JA0157
 JA0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0157.GEOID18 height accuracy estimate available here.
 JA0157
 JA0157.Click photographs - Photos may exist for this station.
 JA0157
 JA0157.The dynamic height is computed by dividing the NAVD 88
 JA0157.geopotential number by the normal gravity value computed on the
 JA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0157.degrees latitude (g = 980.6199 gals.).
 JA0157
 JA0157.The modeled gravity was interpolated from observed gravity values.
 JA0157
 JA0157;                    North         East    Units  Estimated Accuracy
 JA0157;SPC IN W     -   383,320.1     954,230.5     MT  (+/- 3 meters HH1 GPS) 
 JA0157
 JA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4696483566(NAD 83)
 JA0157
 JA0157                          SUPERSEDED SURVEY CONTROL
 JA0157
 JA0157  NGVD 29 (??/??/92)  221.095  (m)          725.38   (f) ADJ UNCH    1 2
 JA0157
 JA0157.Superseded values are not recommended for survey control.
 JA0157
 JA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0157.See file dsdata.pdf to determine how the superseded data were derived.
 JA0157
 JA0157_MARKER: DR = REFERENCE MARK DISK
 JA0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0157_STAMPING: JENKINS 1 1946
 JA0157_MARK LOGO: CGS
 JA0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0157+STABILITY: SURFACE MOTION
 JA0157
 JA0157  HISTORY     - Date     Condition        Report By
 JA0157  HISTORY     - 1946     MONUMENTED       CGS
 JA0157  HISTORY     - 1965     GOOD             CGS
 JA0157  HISTORY     - 1967     GOOD             CGS
 JA0157
 JA0157                          STATION DESCRIPTION
 JA0157
 JA0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0157'2.9 MI S FROM MITCHELL.
 JA0157'ABOUT 2.35 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0157'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, THENCE 0.55
 JA0157'MILE SOUTHWEST ALONG A PRIVATE TRAIL ROAD, IN SECTION 18, T 3 N,
 JA0157'R 1 E, AT A FARMHOUSE OCCUPIED BY MR GERALD WINKLER, 88.5 FEET
 JA0157'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 141 FEET EAST
 JA0157'OF THE CENTER LINE OF A HIGHWAY, 52.3 FEET EAST OF JENKINS 2,
 JA0157'1.4 FEET SOUTH OF A FENCE, 12 FEET ABOVE THE LEVEL OF THE
 JA0157'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JA0157'INCH.
 JA0157
 JA0157                          STATION RECOVERY (1967)
 JA0157
 JA0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2296 ***********************************************************************
 HZ2296  DESIGNATION -  JENNIE
 HZ2296  PID         -  HZ2296
 HZ2296  STATE/COUNTY-  IN/HARRISON
 HZ2296  COUNTRY     -  US
 HZ2296  USGS QUAD   -  GEORGETOWN (2019)
 HZ2296
 HZ2296                         *CURRENT SURVEY CONTROL
 HZ2296  ______________________________________________________________________
 HZ2296* NAD 83(1997) POSITION- 38 15 10.23234(N) 085 58 23.99121(W)   ADJUSTED
 HZ2296* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 HZ2296  ______________________________________________________________________
 HZ2296  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 HZ2296  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 HZ2296  HORZ ORDER      -  THIRD
 HZ2296
 HZ2296.The horizontal coordinates were established by classical geodetic methods
 HZ2296.and adjusted by the National Geodetic Survey in May 1999.
 HZ2296
 HZ2296.The orthometric height was scaled from a topographic map.
 HZ2296
 HZ2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2296.GEOID18 height accuracy estimate available here.
 HZ2296
 HZ2296.Click photographs - Photos may exist for this station.
 HZ2296
 HZ2296.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2296
 HZ2296. The following values were computed from the NAD 83(1997) position.
 HZ2296
 HZ2296;                    North         East     Units Scale Factor Converg.
 HZ2296;SPC IN E     -   333,602.776    73,158.532   MT  0.99997554   -0 11 23.5
 HZ2296;SPC IN E     - 1,094,495.11    240,020.95   sFT  0.99997554   -0 11 23.5
 HZ2296;UTM  16      - 4,234,367.324   589,829.577   MT  0.99969938   +0 38 08.5
 HZ2296
 HZ2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2296!SPC IN E     -   0.99996741  x   0.99997554  =   0.99994296
 HZ2296!UTM  16      -   0.99996741  x   0.99969938  =   0.99966680
 HZ2296
 HZ2296:                Primary Azimuth Mark                     Grid Az
 HZ2296:SPC IN E     -  GUESWINE                                 189 50 23.4
 HZ2296:UTM  16      -  GUESWINE                                 189 00 51.4
 HZ2296
 HZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8982934367(NAD 83)
 HZ2296
 HZ2296|---------------------------------------------------------------------|
 HZ2296| PID    Reference Object                     Distance      Geod. Az  |
 HZ2296|                                                           dddmmss.s |
 HZ2296| HZ2249 GUESWINE                            APPROX. 1.3 KM 1893859.9 |
 HZ2296| HZ2256 LANESVILLE CATH CH SPIRE            APPROX. 1.9 KM 2033621.8 |
 HZ2296| CG8232 JENNIE RM 1                          49.576 METERS 23134     |
 HZ2296| CG8233 JENNIE RM 2                          45.522 METERS 30225     |
 HZ2296|---------------------------------------------------------------------|
 HZ2296
 HZ2296                          SUPERSEDED SURVEY CONTROL
 HZ2296
 HZ2296  NAD 83(1993)-  38 15 10.23313(N)    085 58 23.99253(W) AD(       ) 3
 HZ2296  NAD 83(1986)-  38 15 10.23699(N)    085 58 23.99884(W) AD(       ) 3
 HZ2296  NAD 27      -  38 15 09.99000(N)    085 58 24.11800(W) AD(       ) 3
 HZ2296
 HZ2296.Superseded values are not recommended for survey control.
 HZ2296
 HZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2296.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2296
 HZ2296_MARKER: DS = TRIANGULATION STATION DISK
 HZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2296_STAMPING: JENNIE 1947
 HZ2296_MARK LOGO: CGS
 HZ2296_PROJECTION: RECESSED 20 CENTIMETERS
 HZ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2296+STABILITY: SURFACE MOTION
 HZ2296
 HZ2296  HISTORY     - Date     Condition        Report By
 HZ2296  HISTORY     - 1947     MONUMENTED       CGS
 HZ2296
 HZ2296                          STATION DESCRIPTION
 HZ2296
 HZ2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2296'STATION IS ABOUT 1 MILE NORTHEAST OF LANESVILLE, IN AN OPEN FIELD
 HZ2296'OWNED BY HENRY MILLER, 284 FEET NORTH OF THE SOUTH FENCE OF THE
 HZ2296'FIELD, 150 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 HZ2296'ROAD, AND 130 FEET EAST OF THE WEST FENCE OF THE FIELD. THE
 HZ2296'MARK IS 8 INCHES UNDERGROUND, AND THE DISK IS STAMPED JENNIE 1947.
 HZ2296'
 HZ2296'REFERENCE MARK NO. 1 IS 162.65 FEET SOUTHWEST OF THE STATION, IN THE
 HZ2296'WEST FENCELINE OF THE FIELD, AND 20 FEET EAST OF THE
 HZ2296'APPROXIMATE CENTERLINE OF THE GRAVELED ROAD. THE MARK PROJECTS 6
 HZ2296'INCHES, AND THE DISK IS STAMPED JENNIE NO 1 1947.
 HZ2296'
 HZ2296'REFERENCE MARK NO. 2 IS 149.35 FEET WEST-NORTHWEST OF THE STATION, IN
 HZ2296'THE WEST FENCELINE OF THE FIELD, AND 23 FEET EAST OF THE
 HZ2296'APPROXIMATE CENTERLINE OF THE GRAVELED ROAD. THE MARK PROJECTS 6
 HZ2296'INCHES, AND THE DISK IS STAMPED JENNIE NO 2 1947.
 HZ2296'
 HZ2296'TRIANGULATION STATION GUESWINE MAY BE USED FOR THE AZIMUTH MARK.
 HZ2296'
 HZ2296'TO REACH FROM THE POST OFFICE IN LANESVILLE, GO EAST ON STATE HIGHWAY
 HZ2296'62 FOR 0.5 MILE TO A SIDE ROAD LEFT WHICH LEADS ACROSS A SMALL
 HZ2296'STEEL BRIDGE, TURN LEFT AND GO 0.5 MILE TO A SIDE ROAD LEFT, TURN
 HZ2296'LEFT AND FOLLOW WINDING ROAD FOR 0.4 MILE TO OUTCROPPING
 HZ2296'BEDROCK IN THE ROAD SURFACE. THE STATION IS ABOUT 160 FEET
 HZ2296'EAST-NORTHEAST OF THIS POINT IN FIELD ON RIGHT.
 HZ2296'
 HZ2296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2169 ***********************************************************************
 HZ2169  DESIGNATION -  JENNING TERRACE WATER TANK
 HZ2169  PID         -  HZ2169
 HZ2169  STATE/COUNTY-  IN/CLARK
 HZ2169  COUNTRY     -  US
 HZ2169  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2169
 HZ2169                         *CURRENT SURVEY CONTROL
 HZ2169  ______________________________________________________________________
 HZ2169* NAD 83(1997) POSITION- 38 27 09.81090(N) 085 39 58.34348(W)   ADJUSTED
 HZ2169  ______________________________________________________________________
 HZ2169  GEOID HEIGHT    -        -33.562 (meters)                     GEOID18
 HZ2169  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 HZ2169  HORZ ORDER      -  THIRD
 HZ2169
 HZ2169.The horizontal coordinates were established by classical geodetic methods
 HZ2169.and adjusted by the National Geodetic Survey in May 1999.
 HZ2169
 HZ2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2169.GEOID18 height accuracy estimate available here.
 HZ2169
 HZ2169.Click photographs - Photos may exist for this station.
 HZ2169
 HZ2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2169
 HZ2169. The following values were computed from the NAD 83(1997) position.
 HZ2169
 HZ2169;                    North         East     Units Scale Factor Converg.
 HZ2169;SPC IN E     -   355,745.201   100,040.165   MT  0.99996667   +0 00 01.0
 HZ2169;SPC IN E     - 1,167,140.71    328,215.11   sFT  0.99996667   +0 00 01.0
 HZ2169;SPC KY1Z     - 1,235,223.342 1,507,313.985   MT  0.99995544   +0 03 05.2
 HZ2169;SPC KY1Z     - 4,052,561.91  4,945,245.97   sFT  0.99995544   +0 03 05.2
 HZ2169;SPC KY N     -   106,700.111   376,389.237   MT  0.99996211   -0 52 51.5
 HZ2169;SPC KY N     -   350,065.28  1,234,870.36   sFT  0.99996211   -0 52 51.5
 HZ2169;UTM  16      - 4,256,890.260   616,382.340   MT  0.99976680   +0 49 46.3
 HZ2169
 HZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1638256890(NAD 83)
 HZ2169
 HZ2169                          SUPERSEDED SURVEY CONTROL
 HZ2169
 HZ2169  NAD 83(1993)-  38 27 09.81132(N)    085 39 58.34329(W) AD(       ) 3
 HZ2169  NAD 83(1986)-  38 27 09.81422(N)    085 39 58.34974(W) AD(       ) 3
 HZ2169  NAD 27      -  38 27 09.58400(N)    085 39 58.48500(W) AD(       ) 3
 HZ2169
 HZ2169.Superseded values are not recommended for survey control.
 HZ2169
 HZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2169.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2169
 HZ2169_MARKER: 53 = ELEVATED TANK
 HZ2169
 HZ2169  HISTORY     - Date     Condition        Report By
 HZ2169  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2169  HISTORY     - 1970     GOOD             NGS
 HZ2169
 HZ2169                          STATION DESCRIPTION
 HZ2169
 HZ2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2169'THIS IS AN INTERSECTION STATION.
 HZ2169'
 HZ2169'THE TANK IS LOCATED ON THE EASTERN EDGE OF A GOVERNMENT HOUSING
 HZ2169'PROJECT, ABOUT 0.5 MILE NORTH OF CHARLESTOWN, 0.2 MILE EAST OF
 HZ2169'STATE HIGHWAY 3, AND 1 BLOCK EAST OF DODGE BOULEVARD. IT IS A FOUT
 HZ2169'LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH. THE BODY OF THE
 HZ2169'TANK IS CHECKERED ORANGE AND WHITE, AND THE LEGS ARE PAINTED ORANGE.
 HZ2169'
 HZ2169'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF ROOF.
 HZ2169
 HZ2169                          STATION RECOVERY (1970)
 HZ2169
 HZ2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2169'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2450 ***********************************************************************
 LB2450  DESIGNATION -  JENNINGS
 LB2450  PID         -  LB2450
 LB2450  STATE/COUNTY-  IN/HOWARD
 LB2450  COUNTRY     -  US
 LB2450  USGS QUAD   -  KOKOMO EAST (2019)
 LB2450
 LB2450                         *CURRENT SURVEY CONTROL
 LB2450  ______________________________________________________________________
 LB2450* NAD 83(1997) POSITION- 40 27 30.59626(N) 086 07 08.47904(W)   ADJUSTED
 LB2450* NAVD 88 ORTHO HEIGHT -   251.57  (+/-2cm)      825.4   (feet) VERTCON3
 LB2450  ______________________________________________________________________
 LB2450  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 LB2450  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 LB2450  HORZ ORDER      -  SECOND
 LB2450  VERT ORDER      -  THIRD ? (See Below)
 LB2450
 LB2450.The horizontal coordinates were established by classical geodetic methods
 LB2450.and adjusted by the National Geodetic Survey in May 1999.
 LB2450
 LB2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2450
 LB2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2450.GEOID18 height accuracy estimate available here.
 LB2450
 LB2450.The vertical order pertains to the NGVD 29 superseded value.
 LB2450
 LB2450.Click photographs - Photos may exist for this station.
 LB2450
 LB2450.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2450
 LB2450. The following values were computed from the NAD 83(1997) position.
 LB2450
 LB2450;                    North         East     Units Scale Factor Converg.
 LB2450;SPC IN E     -   578,525.507    61,632.449   MT  0.99998478   -0 17 36.7
 LB2450;SPC IN E     - 1,898,045.77    202,205.79   sFT  0.99998478   -0 17 36.7
 LB2450;UTM  16      - 4,479,020.788   574,695.120   MT  0.99966868   +0 34 18.1
 LB2450
 LB2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2450!SPC IN E     -   0.99996594  x   0.99998478  =   0.99995072
 LB2450!UTM  16      -   0.99996594  x   0.99966868  =   0.99963463
 LB2450
 LB2450:                Primary Azimuth Mark                     Grid Az
 LB2450:SPC IN E     -  MAIN                                     332 54 23.6
 LB2450:UTM  16      -  MAIN                                     332 02 28.8
 LB2450
 LB2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7469579020(NAD 83)
 LB2450
 LB2450|---------------------------------------------------------------------|
 LB2450| PID    Reference Object                     Distance      Geod. Az  |
 LB2450|                                                           dddmmss.s |
 LB2450| CC9449 JENNINGS RM                          11.220 METERS 16128     |
 LB2450| LB2486 MAIN                                APPROX. 2.3 KM 3323646.9 |
 LB2450|---------------------------------------------------------------------|
 LB2450
 LB2450                          SUPERSEDED SURVEY CONTROL
 LB2450
 LB2450  NAD 83(1986)-  40 27 30.59722(N)    086 07 08.49241(W) AD(       ) 2
 LB2450  NAD 27      -  40 27 30.46380(N)    086 07 08.51960(W) AD(       ) 2
 LB2450  USSD        -  40 27 30.48400(N)    086 07 08.39000(W) AD(       ) 3
 LB2450  NGVD 29             251.69   (m)          825.8    (f) LEVELING    3  
 LB2450
 LB2450.Superseded values are not recommended for survey control.
 LB2450
 LB2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2450.See file dsdata.pdf to determine how the superseded data were derived.
 LB2450
 LB2450_MARKER: DS = TRIANGULATION STATION DISK
 LB2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2450_STAMPING: JENNINGS 1920
 LB2450_MARK LOGO: CGS
 LB2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2450+STABILITY: SURFACE MOTION
 LB2450
 LB2450  HISTORY     - Date     Condition        Report By
 LB2450  HISTORY     - 1920     MONUMENTED       CGS
 LB2450  HISTORY     - 1934     GOOD             INGS
 LB2450  HISTORY     - 1948     GOOD             CGS
 LB2450  HISTORY     - 1960     GOOD             USGS
 LB2450
 LB2450                          STATION DESCRIPTION
 LB2450
 LB2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2450'ABOUT ONE-FOURTH MILE S OF CITY LIMITS OF KOKOMO, ON E SIDE OF THE
 LB2450'TRACK, ABOUT 40 YARDS S OF MILEPOSTS M 107 AND I 51, 150 YARDS NE
 LB2450'OF LARGE BRICK HOUSE, ABOUT 150 YARDS N OF YARD-LIMIT SIGN, 7.290
 LB2450'METERS (23.92 FEET) E OF E AND NEAREST RAIL.  THE STATION,
 LB2450'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB2450'DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 LB2450'11.22 METERS (36.81 FEET) FROM THE STATION S 17 DEG 32 E.
 LB2450
 LB2450                          STATION RECOVERY (1934)
 LB2450
 LB2450'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2450'STATION RECOVERED.  PLATE FOR STATION MARKER FOUND BROKEN.  CONCRETE
 LB2450'BASE LOCATED AS FOLLOWS--82.4 FEET S OF MILEPOSTS M 107 AND I 52
 LB2450'ON NICKLE PLATE RAILROAD, 40.8 FEET N OF THE THIRD POLE N OF DRIVE,
 LB2450'23.9 FEET E OF E RAIL.  FOUND HOLE IN GROUND WHICH SEEMED LIKELY
 LB2450'LOCATION FOR REFERENCE MARK.
 LB2450
 LB2450                          STATION RECOVERY (1948)
 LB2450
 LB2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2450'STATION MARK RECOVERED.  REFERENCE MARK WAS NOT FOUND.
 LB2450
 LB2450                          STATION RECOVERY (1960)
 LB2450
 LB2450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2450'NO BRASS TABLET WAS FOUND.  HOWEVER THE CONCRETE BASE WAS FOUND
 LB2450'BROKEN BUT IMMOVABLE.  NO RM WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1805 ***********************************************************************
 KA1805  DESIGNATION -  JERICHO
 KA1805  PID         -  KA1805
 KA1805  STATE/COUNTY-  IN/SULLIVAN
 KA1805  COUNTRY     -  US
 KA1805  USGS QUAD   -  DUGGER (2019)
 KA1805
 KA1805                         *CURRENT SURVEY CONTROL
 KA1805  ______________________________________________________________________
 KA1805* NAD 83(1997) POSITION- 39 02 20.36346(N) 087 19 38.61705(W)   ADJUSTED
 KA1805* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 KA1805  ______________________________________________________________________
 KA1805  GEOID HEIGHT    -        -32.320 (meters)                     GEOID18
 KA1805  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 KA1805  HORZ ORDER      -  SECOND
 KA1805
 KA1805.The horizontal coordinates were established by classical geodetic methods
 KA1805.and adjusted by the National Geodetic Survey in May 1999.
 KA1805
 KA1805.The orthometric height was scaled from a topographic map.
 KA1805
 KA1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1805.GEOID18 height accuracy estimate available here.
 KA1805
 KA1805.Click photographs - Photos may exist for this station.
 KA1805
 KA1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1805
 KA1805. The following values were computed from the NAD 83(1997) position.
 KA1805
 KA1805;                    North         East     Units Scale Factor Converg.
 KA1805;SPC IN W     -   420,852.984   878,870.234   MT  0.99997216   -0 09 13.4
 KA1805;SPC IN W     - 1,380,748.50  2,883,426.76   sFT  0.99997216   -0 09 13.4
 KA1805;UTM  16      - 4,321,154.331   471,665.945   MT  0.99960989   -0 12 22.4
 KA1805
 KA1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1805!SPC IN W     -   0.99997764  x   0.99997216  =   0.99994980
 KA1805!UTM  16      -   0.99997764  x   0.99960989  =   0.99958753
 KA1805
 KA1805:                Primary Azimuth Mark                     Grid Az
 KA1805:SPC IN W     -  JERICHO AZ MK                            271 48 35.6
 KA1805:UTM  16      -  JERICHO AZ MK                            271 51 44.6
 KA1805
 KA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7166521154(NAD 83)
 KA1805
 KA1805|---------------------------------------------------------------------|
 KA1805| PID    Reference Object                     Distance      Geod. Az  |
 KA1805|                                                           dddmmss.s |
 KA1805| KA1804 DUGGER MUNICIPAL TANK               APPROX. 7.0 KM 0595807.3 |
 KA1805| CM2910 JERICHO RM 1                         33.488 METERS 08608     |
 KA1805| CM2911 JERICHO RM 2                         27.980 METERS 19825     |
 KA1805| CM2909 JERICHO AZ MK                                      2713922.2 |
 KA1805| KA1810 SHELBURN MUNICIPAL TANK             APPROX.16.4 KM 3391146.5 |
 KA1805|---------------------------------------------------------------------|
 KA1805
 KA1805                          SUPERSEDED SURVEY CONTROL
 KA1805
 KA1805  NAD 83(1986)-  39 02 20.37042(N)    087 19 38.61280(W) AD(       ) 2
 KA1805  NAD 27      -  39 02 20.21370(N)    087 19 38.55680(W) AD(       ) 2
 KA1805
 KA1805.Superseded values are not recommended for survey control.
 KA1805
 KA1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1805.See file dsdata.pdf to determine how the superseded data were derived.
 KA1805
 KA1805_MARKER: DS = TRIANGULATION STATION DISK
 KA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1805_STAMPING: JERICHO 1947
 KA1805_MARK LOGO: CGS
 KA1805_PROJECTION: FLUSH
 KA1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1805+STABILITY: SURFACE MOTION
 KA1805
 KA1805  HISTORY     - Date     Condition        Report By
 KA1805  HISTORY     - 1947     MONUMENTED       CGS
 KA1805
 KA1805                          STATION DESCRIPTION
 KA1805
 KA1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1805'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SULLIVAN AND 4
 KA1805'MILES SOUTH-WEST OF DUGGER IN THE NORTHWEST CORNER OF MR. JAMES
 KA1805'MASONS BARNYARD. IT IS 48 FEET NORTH OF THE NORTHWEST CORNER OF MR.
 KA1805'MASONS BARN, 33 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 KA1805'GRAVELED ROAD, 20 FEET SOUTHEAST OF A FENCE CORNER, AND 16 FEET SOUTH
 KA1805'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1805'DISK IS STAMPED JERICHO 1947.
 KA1805'
 KA1805'REFERENCE MARK NO. 1 IS 109.87 FEET EAST OF THE STATION, 20 FEET
 KA1805'SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, 15 FEET
 KA1805'NORTHWEST OF A GATE POST, 6 INCHES SOUTH-WEST OF A FENCE. THE MARK IS
 KA1805'FLUSH WITH THE GROUND AND THE DISK IS STAMPED JERICHO NO 1
 KA1805'1947.
 KA1805'
 KA1805'REFERENCE MARK NO. 2 IS 91.80 FEET SOUTH-SOUTHWEST OF THE STATION,
 KA1805'21 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, AND 3 FEET
 KA1805'EAST OF A FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1805'STAMPED JERICO NO. 2 1947.
 KA1805'
 KA1805'THE AZIMUTH IS 0.85 MILE WEST OF THE STATION, 24 FEET WEST OF A
 KA1805'T-ROAD INTERRSECTION, 2 FEET NORTH OF A WITNESS POST, AND 6 INCHES
 KA1805'EAST OF A FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 KA1805'JERICHO 1947.
 KA1805'
 KA1805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 159 AND 54 IN
 KA1805'DUGGER, GO WEST ON HIGHWAY 54 FOR 3.6 MILES TO A GRAVELED SIDE
 KA1805'ROAD LEFT, TURN LEFT HERE AND GO 1.5 MILES TO A CROSS ROAD, TURN
 KA1805'RIGHT HERE AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 KA1805'
 KA1805'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON GRAVELED ROAD FOR
 KA1805'0.85 MILE TO T-ROAD INTERSECTION AND AZIMUTH MARK AS DESCRIBED.
 KA1805'
 KA1805'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3318 ***********************************************************************
 JZ3318  DESIGNATION -  JERSEY
 JZ3318  PID         -  JZ3318
 JZ3318  STATE/COUNTY-  IN/HENRY
 JZ3318  COUNTRY     -  US
 JZ3318  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ3318
 JZ3318                         *CURRENT SURVEY CONTROL
 JZ3318  ______________________________________________________________________
 JZ3318* NAD 83(1997) POSITION- 39 55 01.37031(N) 085 26 16.39077(W)   ADJUSTED
 JZ3318* NAVD 88 ORTHO HEIGHT -   325.7   (meters)     1069.    (feet) VERTCON3
 JZ3318  ______________________________________________________________________
 JZ3318  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 JZ3318  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 JZ3318  HORZ ORDER      -  FIRST
 JZ3318
 JZ3318.The horizontal coordinates were established by classical geodetic methods
 JZ3318.and adjusted by the National Geodetic Survey in May 1999.
 JZ3318
 JZ3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3318
 JZ3318.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3318.GEOID18 height accuracy estimate available here.
 JZ3318
 JZ3318.Click photographs - Photos may exist for this station.
 JZ3318
 JZ3318.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3318
 JZ3318. The following values were computed from the NAD 83(1997) position.
 JZ3318
 JZ3318;                    North         East     Units Scale Factor Converg.
 JZ3318;SPC IN E     -   518,332.446   119,559.413   MT  0.99997137   +0 08 48.5
 JZ3318;SPC IN E     - 1,700,562.37    392,254.51   sFT  0.99997137   +0 08 48.5
 JZ3318;UTM  16      - 4,419,718.329   633,505.721   MT  0.99981943   +1 00 09.1
 JZ3318
 JZ3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3318!SPC IN E     -   0.99995422  x   0.99997137  =   0.99992559
 JZ3318!UTM  16      -   0.99995422  x   0.99981943  =   0.99977366
 JZ3318
 JZ3318:                Primary Azimuth Mark                     Grid Az
 JZ3318:SPC IN E     -  DERROW                                   347 31 51.9
 JZ3318:UTM  16      -  DERROW                                   346 40 31.3
 JZ3318
 JZ3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3350519718(NAD 83)
 JZ3318
 JZ3318|---------------------------------------------------------------------|
 JZ3318| PID    Reference Object                     Distance      Geod. Az  |
 JZ3318|                                                           dddmmss.s |
 JZ3318| CC9450 JERSEY AZ MK                                       0190123.7 |
 JZ3318| JZ3319 NO 109 J 25                         267.715 METERS 07248     |
 JZ3318| JZ3307 NEWCASTLE HENRY CO CTHSE TOWER      APPROX. 5.9 KM 0745628.2 |
 JZ3318| JZ3308 NEWCASTLE HOOSIER MFG CO STK        APPROX. 6.0 KM 0871948.3 |
 JZ3318| JZ3312 NEWCASTLE CHRYSLER CORP TANK        APPROX. 6.7 KM 0905006.7 |
 JZ3318| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX. 6.7 KM 0911840.9 |
 JZ3318| JZ3310 NEWCASTLE BLACK STACK               APPROX. 6.7 KM 0914532.7 |
 JZ3318| JZ3321 JERSEY 2                             60.833 METERS 11406     |
 JZ3318| JZ3316 SPICELAND MUNICIPAL TANK            APPROX. 8.7 KM 1795515.4 |
 JZ3318| CC9452 JERSEY RM 2                          33.647 METERS 22846     |
 JZ3318| CC9451 JERSEY RM 1                          35.222 METERS 30348     |
 JZ3318| JZ1694 DERROW                              APPROX. 9.4 KM 3474040.4 |
 JZ3318|---------------------------------------------------------------------|
 JZ3318
 JZ3318                          SUPERSEDED SURVEY CONTROL
 JZ3318
 JZ3318  NAD 83(1995)-  39 55 01.37144(N)    085 26 16.40117(W) AD(       ) 1
 JZ3318  NAD 83(1986)-  39 55 01.37183(N)    085 26 16.40613(W) AD(       ) 1
 JZ3318  NAD 27      -  39 55 01.20400(N)    085 26 16.50800(W) AD(       ) 1
 JZ3318  NGVD 29 (07/19/86)  325.8    (m)         1069.     (f) VERT ANG       
 JZ3318
 JZ3318.Superseded values are not recommended for survey control.
 JZ3318
 JZ3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3318.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3318
 JZ3318_MARKER: DS = TRIANGULATION STATION DISK
 JZ3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3318_STAMPING: JERSEY 1939
 JZ3318_MARK LOGO: CGS
 JZ3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3318+STABILITY: SURFACE MOTION
 JZ3318
 JZ3318  HISTORY     - Date     Condition        Report By
 JZ3318  HISTORY     - 1939     MONUMENTED       CGS
 JZ3318  HISTORY     - 1939     GOOD             CGS
 JZ3318  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JZ3318
 JZ3318                          STATION DESCRIPTION
 JZ3318
 JZ3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3318'ABOUT 3.5 MILES WEST, AND 1 MILE SOUTH OF NEWCASTLE ON THE CLEVELAND,
 JZ3318'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY RIGHT-OF-WAY, 42
 JZ3318'FEET SOUTH OF THE SOUTH RAIL, 58 FEET NORTH OF THE CENTER LINE OF AN
 JZ3318'EAST-WEST ROAD, 63 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 JZ3318'ROAD, 38 FEET NORTHEAST OF A POWER-LINE POLE AND 24 FEET
 JZ3318'EAST-NORTHEAST OF A 4-INCH-SQUARE CONCRETE POST STAMPED
 JZ3318'U.T. CO. PROPERTY LINE.
 JZ3318'
 JZ3318'TO REACH FROM THE CORNER OF BROAD AND SOUTH ELEVENTH STREETS IN
 JZ3318'NEWCASTLE, GO WEST ON STATE HIGHWAY 38 FOR 3.45 MILES TO
 JZ3318'CROSS ROAD, TURN LEFT AND GO SOUTH 1.0 MILE TO RAILROAD AND STATION
 JZ3318'ON LEFT.
 JZ3318'
 JZ3318'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JZ3318'BRONZE DISKS SET IN CONCRETE.
 JZ3318'
 JZ3318'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 38 FEET NORTH OF
 JZ3318'THE NORTH RAIL, IN TELEPHONE POLE LINE, 29 FEET WEST OF CENTER
 JZ3318'LINE OF ROAD, AND 27 FEET SOUTH OF A LONE ELM.
 JZ3318'
 JZ3318'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 19 FEET WEST OF THE
 JZ3318'CENTER LINE OF THE ROAD, 3 FEET EAST OF A WIRE FENCE, AND 5 FEET
 JZ3318'WEST-NORTHWEST OF A POWER-LINE POLE.
 JZ3318'
 JZ3318'AZIMUTH MARK IS 1.1 MILES NORTH-NORTHEAST OF THE STATION, 58 FEET
 JZ3318'NORTH OF A WHITE FARMHOUSE, ON PROPERTY BELONGING TO MR. E.D.
 JZ3318'TURNER, 42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 JZ3318'WEST OF A LIGHT POLE.
 JZ3318'
 JZ3318'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH 1.0 MILE TO PAVED
 JZ3318'HIGHWAY, TURN RIGHT AND GO EAST 0.35 MILE TO MARK ON RIGHT AT
 JZ3318'MAIL BOX MARKED E.D. TURNER.
 JZ3318'
 JZ3318'A TRAVERSE WAS RUN FROM THIS STATION TO B.M. 109 U.S.C. AND G.S.,
 JZ3318'WHICH IS EAST OF THE STATION AND ON THE NORTH SIDE OF THE
 JZ3318'RAILROAD.
 JZ3318'
 JZ3318'HEIGHT OF LIGHT ABOVE STATION MARK- 34 METERS.
 JZ3318
 JZ3318                          STATION RECOVERY (1939)
 JZ3318
 JZ3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (OSR)
 JZ3318'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JZ3318'CONDITION. IN DESCRIPTION BY A.P.R. THE DISTANCE FROM JERSEY TO
 JZ3318'TRAV. STA. NO. 109 CWA IS INCORRECT.
 JZ3318
 JZ3318                          STATION RECOVERY (1970)
 JZ3318
 JZ3318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3318'THE STATION MARK WAS FOUND TILTED OUT OF POSITION AND REMOVED, THE
 JZ3318'UNDERGROUND MARK WAS ALSO TILTED BUT THE POINT WAS HELD AND
 JZ3318'OCCUPIED.  REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN
 JZ3318'DESTROYED.  REFERENCE MARK 2 WAS FOUND TO BE IN GOOD CONDITION,
 JZ3318'HOWEVER THE DISTANCE FROM THE UNDERGROUND MARK TO THE REFERENCE
 JZ3318'MARK FAILED TO COMPARE WITH THE 1939 DATA BY 0.035 METER.  BECAUSE
 JZ3318'OF THE LOCATION OF THE STATION MARK A TOWER COULD NOT BE BUILT OVER
 JZ3318'IT AND JERSEY 2 1970 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  A
 JZ3318'NEW DESCRIPTION FOLLOWS--
 JZ3318'
 JZ3318'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF NEW CASTLE,
 JZ3318'3-1/2 MILES SOUTHEAST OF CADIZ, 3 MILES NORTHEAST OF GREENSBORO AND
 JZ3318'ON RIGHT-OF-WAY PROPERTY BELONGING TO THE CLEVELAND, CINCINNATI,
 JZ3318'CHICAGO AND ST. LOUIS RAILWAY.
 JZ3318'
 JZ3318'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR JERSEY 2
 JZ3318'1970.
 JZ3318'
 JZ3318'THE STATION MARK IS A STANDARD DISK STAMPED JERSEY 1939, SET IN THE
 JZ3318'TOP OF A IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES BELOW
 JZ3318'THE GROUND SURFACE.  IT IS 68 FEET NORTH OF THE CENTER OF THE
 JZ3318'EAST-WEST SURFACED ROAD, 63 FEET EAST OF THE CENTER OF THE
 JZ3318'NORTH-SOUTH SURFACED ROAD, 42 FEET SOUTH OF THE SOUTH RAIL OF A
 JZ3318'RAILROAD TRACK AND THE POINT IS MARKED BY A METAL WITNESS POST
 JZ3318'WITH SIGN ATTACHED SET ON THE UNDERGROUND MARK.  THE SURFACE MARK
 JZ3318'WAS NOT RESET.
 JZ3318'
 JZ3318'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JERSEY NO 2 1939, SET IN
 JZ3318'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 JZ3318'ABOVE THE GROUND SURFACE.  IT IS 98 FEET SOUTH OF THE SOUTH RAIL
 JZ3318'OF THE RAILROAD TRACK, 25 FEET WEST OF THE CENTER OF THE
 JZ3318'T-INTERSECTION, 3.5 FEET NORTH-NORTHEAST OF POWER POLE NUMBER 127
 JZ3318'AND 2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 JZ3318'ATTACHED.
 JZ3318'
 JZ3318'THE MARKS ARE STANDARD STATION MARK DISKS STAMPED JERSEY 2 1970, THE
 JZ3318'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 JZ3318'IS 12 INCHES IN DIAMETER AND IS 14 INCHES BELOW THE GROUND
 JZ3318'SURFACE.  IT IS 97 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 JZ3318'WITH SIGN ATTACHED SET IN A EAST-WEST FENCE, 51 FEET SOUTH OF THE
 JZ3318'CENTER OF THE SURFACED ROAD, 36 FEET SOUTHEAST OF A FENCE CORNER
 JZ3318'AND 15 FEET EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK
 JZ3318'IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 JZ3318'
 JZ3318'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 JZ3318'
 JZ3318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 JZ3318'NORTHEAST OF GREENSBORO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3321 ***********************************************************************
 JZ3321  DESIGNATION -  JERSEY 2
 JZ3321  PID         -  JZ3321
 JZ3321  STATE/COUNTY-  IN/HENRY
 JZ3321  COUNTRY     -  US
 JZ3321  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ3321
 JZ3321                         *CURRENT SURVEY CONTROL
 JZ3321  ______________________________________________________________________
 JZ3321* NAD 83(1997) POSITION- 39 55 00.56467(N) 085 26 14.05270(W)   ADJUSTED
 JZ3321* NAVD 88 ORTHO HEIGHT -   324.7   (meters)     1065.    (feet) VERTCON3
 JZ3321  ______________________________________________________________________
 JZ3321  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 JZ3321  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 JZ3321  HORZ ORDER      -  FIRST
 JZ3321
 JZ3321.The horizontal coordinates were established by classical geodetic methods
 JZ3321.and adjusted by the National Geodetic Survey in May 1999.
 JZ3321
 JZ3321.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3321
 JZ3321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3321.GEOID18 height accuracy estimate available here.
 JZ3321
 JZ3321.Click photographs - Photos may exist for this station.
 JZ3321
 JZ3321.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3321
 JZ3321. The following values were computed from the NAD 83(1997) position.
 JZ3321
 JZ3321;                    North         East     Units Scale Factor Converg.
 JZ3321;SPC IN E     -   518,307.741   119,615.002   MT  0.99997140   +0 08 50.0
 JZ3321;SPC IN E     - 1,700,481.31    392,436.89   sFT  0.99997140   +0 08 50.0
 JZ3321;UTM  16      - 4,419,694.461   633,561.665   MT  0.99981961   +1 00 10.6
 JZ3321
 JZ3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3321!SPC IN E     -   0.99995438  x   0.99997140  =   0.99992578
 JZ3321!UTM  16      -   0.99995438  x   0.99981961  =   0.99977400
 JZ3321
 JZ3321:                Primary Azimuth Mark                     Grid Az
 JZ3321:SPC IN E     -  JERSEY 2 AZ MK                           350 30 29.0
 JZ3321:UTM  16      -  JERSEY 2 AZ MK                           349 39 08.4
 JZ3321
 JZ3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3356119694(NAD 83)
 JZ3321
 JZ3321|---------------------------------------------------------------------|
 JZ3321| PID    Reference Object                     Distance      Geod. Az  |
 JZ3321|                                                           dddmmss.s |
 JZ3321| LA2082 MT SUMMIT MUN TANK                  APPROX.10.4 KM 0220600.8 |
 JZ3321| JZ3323 NEW CASTLE RAD STA WCTW MAST        APPROX. 3.2 KM 0540207.2 |
 JZ3321| CC9454 JERSEY 2 RM 3                        33.784 METERS 22416     |
 JZ3321| CC9452 JERSEY RM 2                          80.903 METERS 27155     |
 JZ3321| JZ3318 JERSEY                               60.833 METERS 29406     |
 JZ3321| CC9453 JERSEY 2 AZ MK                                     3503919.0 |
 JZ3321|---------------------------------------------------------------------|
 JZ3321
 JZ3321                          SUPERSEDED SURVEY CONTROL
 JZ3321
 JZ3321  NAD 83(1995)-  39 55 00.56581(N)    085 26 14.06312(W) AD(       ) 1
 JZ3321  NAD 83(1986)-  39 55 00.56624(N)    085 26 14.06820(W) AD(       ) 1
 JZ3321  NAD 27      -  39 55 00.39838(N)    085 26 14.16999(W) AD(       ) 1
 JZ3321  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 JZ3321
 JZ3321.Superseded values are not recommended for survey control.
 JZ3321
 JZ3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3321.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3321
 JZ3321_MARKER: DS = TRIANGULATION STATION DISK
 JZ3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3321_STAMPING: JERSEY 2 1970
 JZ3321_MARK LOGO: CGS
 JZ3321_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3321+STABILITY: SURFACE MOTION
 JZ3321
 JZ3321  HISTORY     - Date     Condition        Report By
 JZ3321  HISTORY     - 1970     MONUMENTED       NGS
 JZ3321
 JZ3321                          STATION DESCRIPTION
 JZ3321
 JZ3321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3321'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF NEW
 JZ3321'CASTLE, 3-1/2 MILES SOUTHEAST OF CADIZ, 3 MILES NORTHEAST OF
 JZ3321'GREENSBORO AND ON PASTURE LAND OWNED BY MR. FRANK PERDUE.
 JZ3321'
 JZ3321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38
 JZ3321'AND 3 AT THE WEST EDGE OF NEW CASTLE GO WEST ON STATE HIGHWAY
 JZ3321'38 FOR 3.15 MILES TO A SIDE ROAD LEFT, (ROAD 275 W).  TURN LEFT
 JZ3321'AND GO SOUTH ON ROAD 275 W FOR 0.9 MILE TO THE AZIMUTH MARK ON
 JZ3321'THE LEFT.  CONTINUE AHEAD SOUTH ON THE SURFACED ROAD FOR 0.3
 JZ3321'MILE TO A RAILROAD TRACK AND A SIDE ROAD LEFT.  TURN LEFT AND
 JZ3321'GO EAST ON THE SURFACED ROAD FOR 0.1 MILE TO THE STATION ON
 JZ3321'THE RIGHT AS DESCRIBED.
 JZ3321'
 JZ3321'THE STATION MARKS ARE STANDARD DISKS STAMPED JERSEY 2 1970,
 JZ3321'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 JZ3321'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS 14 INCHES
 JZ3321'BELOW THE GROUND SURFACE.  IT IS 97 FEET EAST-SOUTHEAST OF A
 JZ3321'METAL WITNESS POST WITH SIGN ATTACHED SET IN A EAST-WEST FENCE,
 JZ3321'51 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 36 FEET
 JZ3321'SOUTHEAST OF A FENCE CORNER AND 15 FEET EAST OF A NORTH-SOUTH
 JZ3321'FENCE.  THE UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE
 JZ3321'GROUND SURFACE.
 JZ3321'
 JZ3321'THE MARK IS A STANDARD STATION MARK DISK STAMPED JERSEY 1939,
 JZ3321'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42
 JZ3321'INCHES BELOW THE GROUND SURFACE.  IT IS 68 FEET NORTH OF THE
 JZ3321'CENTER OF THE EAST-WEST SURFACED ROAD, 63 FEET EAST OF THE
 JZ3321'CENTER OF THE NORTH-SOUTH SURFACED ROAD, 42 FEET SOUTH OF THE
 JZ3321'SOUTH RAIL OF THE RAILROAD TRACK AND THE POINT ISMARKED BY A
 JZ3321'METAL WITNESS POST WITH SIGN ATTACHED SET ON THE UNDERGROUND
 JZ3321'MARK.
 JZ3321'
 JZ3321'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JERSEY NO 2 1939,
 JZ3321'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JZ3321'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 98 FEET SOUTH OF THE
 JZ3321'SOUTH RAIL OF THE RAILROAD TRACK, 25 FEET WEST OF THE CENTER OF
 JZ3321'THE T-INTERSECTION, 3.5 FEET NORTH-NORTHEAST OF POWER POLE
 JZ3321'NUMBER 127 AND 2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 JZ3321'POST WITH SIGN ATTACHED.
 JZ3321'
 JZ3321'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JERSEY 2 NO 3 1970,
 JZ3321'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 10 INCHES
 JZ3321'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 114
 JZ3321'FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 22 FEET EAST OF
 JZ3321'THE CENTER OF THE DRIVEWAY, 9 FEET NORTH OF THE NORTHWEST CORNER
 JZ3321'OF A GARGE/BARN AND 1.5 FEET NORTH OF A WOODEN POST.
 JZ3321'
 JZ3321'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JERSEY 2 1970,
 JZ3321'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 JZ3321'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 JZ3321'IS 39 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 20 FEET
 JZ3321'EAST OF THE CENTER OF THE SURFACED ROAD, 1.5 FEET SOUTH OF A
 JZ3321'METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT WEST OF
 JZ3321'A NORTH-SOUTH FENCE.
 JZ3321'
 JZ3321'THE TRAVERSE DISTANCES HAVE BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3322 ***********************************************************************
 JZ3322  DESIGNATION -  JERSEY 2 RM A
 JZ3322  PID         -  JZ3322
 JZ3322  STATE/COUNTY-  IN/HENRY
 JZ3322  COUNTRY     -  US
 JZ3322  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ3322
 JZ3322                         *CURRENT SURVEY CONTROL
 JZ3322  ______________________________________________________________________
 JZ3322* NAD 83(1997) POSITION- 39 55 00.98359(N) 085 26 12.95874(W)   ADJUSTED
 JZ3322* NAVD 88 ORTHO HEIGHT -   324.5   (meters)     1065.    (feet) VERTCON3
 JZ3322  ______________________________________________________________________
 JZ3322  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 JZ3322  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 JZ3322  HORZ ORDER      -  FIRST
 JZ3322
 JZ3322.The horizontal coordinates were established by classical geodetic methods
 JZ3322.and adjusted by the National Geodetic Survey in May 1999.
 JZ3322
 JZ3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3322
 JZ3322.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3322.GEOID18 height accuracy estimate available here.
 JZ3322
 JZ3322.Click photographs - Photos may exist for this station.
 JZ3322
 JZ3322.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3322
 JZ3322. The following values were computed from the NAD 83(1997) position.
 JZ3322
 JZ3322;                    North         East     Units Scale Factor Converg.
 JZ3322;SPC IN E     -   518,320.728   119,640.949   MT  0.99997141   +0 08 50.7
 JZ3322;SPC IN E     - 1,700,523.92    392,522.01   sFT  0.99997141   +0 08 50.7
 JZ3322;UTM  16      - 4,419,707.832   633,587.410   MT  0.99981970   +1 00 11.3
 JZ3322
 JZ3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3322!SPC IN E     -   0.99995441  x   0.99997141  =   0.99992582
 JZ3322!UTM  16      -   0.99995441  x   0.99981970  =   0.99977412
 JZ3322
 JZ3322:                Primary Azimuth Mark                     Grid Az
 JZ3322:SPC IN E     -  DERROW                                   347 03 41.5
 JZ3322:UTM  16      -  DERROW                                   346 12 20.9
 JZ3322
 JZ3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3358719707(NAD 83)
 JZ3322
 JZ3322|---------------------------------------------------------------------|
 JZ3322| PID    Reference Object                     Distance      Geod. Az  |
 JZ3322|                                                           dddmmss.s |
 JZ3322| LA2082 MT SUMMIT MUN TANK                  APPROX.10.4 KM 0215940.8 |
 JZ3322| JZ3323 NEW CASTLE RAD STA WCTW MAST        APPROX. 3.1 KM 0535652.0 |
 JZ3322| JZ3316 SPICELAND MUNICIPAL TANK            APPROX. 8.7 KM 1802738.0 |
 JZ3322| JZ3321 JERSEY 2                             29.016 METERS 24334     |
 JZ3322| JZ1694 DERROW                              APPROX. 9.4 KM 3471232.2 |
 JZ3322|---------------------------------------------------------------------|
 JZ3322
 JZ3322                          SUPERSEDED SURVEY CONTROL
 JZ3322
 JZ3322  NAD 83(1995)-  39 55 00.98473(N)    085 26 12.96915(W) AD(       ) 1
 JZ3322  NAD 83(1986)-  39 55 00.98524(N)    085 26 12.97402(W) AD(       ) 1
 JZ3322  NAD 27      -  39 55 00.81730(N)    085 26 13.07605(W) AD(       ) 1
 JZ3322  NGVD 29 (07/19/86)  324.6    (m)         1065.     (f) VERT ANG       
 JZ3322
 JZ3322.Superseded values are not recommended for survey control.
 JZ3322
 JZ3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3322.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3322
 JZ3322_MARKER: DS = TRIANGULATION STATION DISK
 JZ3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3322_STAMPING: JERSEY 2 RM A 1970
 JZ3322_MARK LOGO: CGS
 JZ3322_PROJECTION: RECESSED 38 CENTIMETERS
 JZ3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3322+STABILITY: SURFACE MOTION
 JZ3322
 JZ3322  HISTORY     - Date     Condition        Report By
 JZ3322  HISTORY     - 1970     MONUMENTED       NGS
 JZ3322
 JZ3322                          STATION DESCRIPTION
 JZ3322
 JZ3322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3322'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF NEW
 JZ3322'CASTLE, 3-1/2 MILES SOUTHEAST OF CADIZ, 3 MILES NORTHEAST OF
 JZ3322'GREENSBORO AND ON PASTURE LAND OWNED BY MR. FRANK PERDUE.
 JZ3322'
 JZ3322'THE STATION MARKS ARE STANDARD DISKS STAMPED JERSEY 2 RM A 1970,
 JZ3322'THE SURFACE MARK IS SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE
 JZ3322'THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 102 FEET EAST
 JZ3322'OF THE NORTHWEST CORNER OF THE HOG LOT, 31 FEET SOUTH OF THE
 JZ3322'CENTER OF THE SURFACED ROAD AND 13 FEET SOUTH OF A METAL WITNESS
 JZ3322'POST WITH SIGN ATTACHED SET IN A EAST-WEST FENCE.  THE
 JZ3322'UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 JZ3322'
 JZ3322'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JERSEY
 JZ3322'2 1970, WITH THE DISTANCE, (REDUCED TO SEA LEVEL).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2169 ***********************************************************************
 LA2169  DESIGNATION -  JESS
 LA2169  PID         -  LA2169
 LA2169  STATE/COUNTY-  IN/HUNTINGTON
 LA2169  COUNTRY     -  US
 LA2169  USGS QUAD   -  BIPPUS (2019)
 LA2169
 LA2169                         *CURRENT SURVEY CONTROL
 LA2169  ______________________________________________________________________
 LA2169* NAD 83(1997) POSITION- 40 56 04.11558(N) 085 32 55.79030(W)   ADJUSTED
 LA2169* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LA2169  ______________________________________________________________________
 LA2169  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 LA2169  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 LA2169  HORZ ORDER      -  FIRST
 LA2169
 LA2169.The horizontal coordinates were established by classical geodetic methods
 LA2169.and adjusted by the National Geodetic Survey in May 1999.
 LA2169
 LA2169.The orthometric height was scaled from a topographic map.
 LA2169
 LA2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2169.GEOID18 height accuracy estimate available here.
 LA2169
 LA2169.Click photographs - Photos may exist for this station.
 LA2169
 LA2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2169
 LA2169. The following values were computed from the NAD 83(1997) position.
 LA2169
 LA2169;                    North         East     Units Scale Factor Converg.
 LA2169;SPC IN E     -   631,288.531   109,923.638   MT  0.99996788   +0 04 37.9
 LA2169;SPC IN E     - 2,071,152.46    360,641.14   sFT  0.99996788   +0 04 37.9
 LA2169;UTM  16      - 4,532,497.161   622,168.223   MT  0.99978370   +0 57 03.3
 LA2169
 LA2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2169!SPC IN E     -   0.99996659  x   0.99996788  =   0.99993448
 LA2169!UTM  16      -   0.99996659  x   0.99978370  =   0.99975030
 LA2169
 LA2169:                Primary Azimuth Mark                     Grid Az
 LA2169:SPC IN E     -  JESS AZ MK                               149 22 56.5
 LA2169:UTM  16      -  JESS AZ MK                               148 30 31.1
 LA2169
 LA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2216832497(NAD 83)
 LA2169
 LA2169|---------------------------------------------------------------------|
 LA2169| PID    Reference Object                     Distance      Geod. Az  |
 LA2169|                                                           dddmmss.s |
 LA2169| CC9456 JESS RM 1                            28.865 METERS 07020     |
 LA2169| CC9455 JESS AZ MK                                         1492734.4 |
 LA2169| CC9457 JESS RM 2                            33.147 METERS 29652     |
 LA2169|---------------------------------------------------------------------|
 LA2169
 LA2169                          SUPERSEDED SURVEY CONTROL
 LA2169
 LA2169  NAD 83(1995)-  40 56 04.11749(N)    085 32 55.80012(W) AD(       ) 1
 LA2169  NAD 83(1986)-  40 56 04.11880(N)    085 32 55.80283(W) AD(       ) 1
 LA2169  NAD 27      -  40 56 03.94990(N)    085 32 55.88120(W) AD(       ) 1
 LA2169
 LA2169.Superseded values are not recommended for survey control.
 LA2169
 LA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2169.See file dsdata.pdf to determine how the superseded data were derived.
 LA2169
 LA2169_MARKER: DS = TRIANGULATION STATION DISK
 LA2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2169_STAMPING: JESS 1947
 LA2169_MARK LOGO: CGS
 LA2169_PROJECTION: FLUSH
 LA2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2169+STABILITY: SURFACE MOTION
 LA2169
 LA2169  HISTORY     - Date     Condition        Report By
 LA2169  HISTORY     - 1947     MONUMENTED       CGS
 LA2169
 LA2169                          STATION DESCRIPTION
 LA2169
 LA2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2169'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF HUNTINGTON.
 LA2169'
 LA2169'IT IS 110 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 5 AND
 LA2169'GRAVEL T-ROAD RIGHT (EAST)  65 FEET NORTH OF THE NORTH RAIL OF THE
 LA2169'ERIE RAILROAD, 23 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD AND 15
 LA2169'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LA2169'STAMPED JESS 1947.
 LA2169'
 LA2169'REFERENCE MARK NO. 1 IS 94.70 FEET NORTHEAST OF THE STATION.  IT IS 10
 LA2169'FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT SOUTH OF A
 LA2169'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JESS NO 1 1947.
 LA2169'
 LA2169'REFERENCE MARK NO. 2 IS 108.75 FEET NORTHWEST OF THE STATION.  IT IS
 LA2169'15 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND 25 FEET EAST OF THE
 LA2169'CENTERLINE OF STATE HIGHWAY 5, 40 FEET NORTH OF THE NORTH RAIL OF
 LA2169'RAILROAD AND 2 FEET SOUTHEAST OF A FENCELINE.  THE MARK IS FLUSH AND
 LA2169'THE DISK IS STAMPED JESS NO 2 1947.
 LA2169'
 LA2169'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 17 FEET NORTH OF
 LA2169'THE CENTER OF GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK
 LA2169'IS FLUSH AND THE DISK IS STAMPED JESS 1947.
 LA2169'
 LA2169'TO REACH THE STATION FROM THE JUNCTION OF NORTH FRANKLIN AND EAST
 LA2169'JEFFERSON STREETS (HUNTINGTON COUNTY COURT HOUSE) IN HUNTINGTON GO
 LA2169'NORTH ON NORTH FRANKLIN (STATE HIGHWAY NO 5) FOR 4.9 MILE TO THE ERIE
 LA2169'RAILROAD AND STATION AS DESCRIBED.
 LA2169'
 LA2169'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY NO.
 LA2169'5 FOR 0.2 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO 0.1 MILE TO
 LA2169'AZIMUTH MARK ON THE LEFT.
 LA2169'
 LA2169'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2310 ***********************************************************************
 ME2310  DESIGNATION -  JIM BUCK
 ME2310  PID         -  ME2310
 ME2310  STATE/COUNTY-  IN/FULTON
 ME2310  COUNTRY     -  US
 ME2310  USGS QUAD   -  CULVER (2019)
 ME2310
 ME2310                         *CURRENT SURVEY CONTROL
 ME2310  ______________________________________________________________________
 ME2310* NAD 83(1997) POSITION- 41 08 15.02464(N) 086 24 53.07057(W)   ADJUSTED
 ME2310* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 ME2310  ______________________________________________________________________
 ME2310  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 ME2310  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 ME2310  HORZ ORDER      -  THIRD
 ME2310
 ME2310.The horizontal coordinates were established by classical geodetic methods
 ME2310.and adjusted by the National Geodetic Survey in May 1999.
 ME2310
 ME2310.The orthometric height was scaled from a topographic map.
 ME2310
 ME2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2310.GEOID18 height accuracy estimate available here.
 ME2310
 ME2310.Click photographs - Photos may exist for this station.
 ME2310
 ME2310.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2310
 ME2310. The following values were computed from the NAD 83(1997) position.
 ME2310
 ME2310;                    North         East     Units Scale Factor Converg.
 ME2310;SPC IN E     -   654,098.285    37,193.395   MT  1.00001520   -0 29 31.7
 ME2310;SPC IN E     - 2,145,987.46    122,025.33   sFT  1.00001520   -0 29 31.7
 ME2310;SPC IN W     -   654,044.008   956,133.304   MT  1.00000543   +0 26 23.5
 ME2310;SPC IN W     - 2,145,809.38  3,136,914.01   sFT  1.00000543   +0 26 23.5
 ME2310;UTM  16      - 4,554,186.849   549,118.788   MT  0.99962969   +0 23 06.1
 ME2310
 ME2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2310!SPC IN E     -   0.99996984  x   1.00001520  =   0.99998504
 ME2310!SPC IN W     -   0.99996984  x   1.00000543  =   0.99997527
 ME2310!UTM  16      -   0.99996984  x   0.99962969  =   0.99959954
 ME2310
 ME2310:                Primary Azimuth Mark                     Grid Az
 ME2310:SPC IN E     -  JIM BUCK AZ MK                           000 02 01.9
 ME2310:SPC IN W     -  JIM BUCK AZ MK                           359 06 06.7
 ME2310:UTM  16      -  JIM BUCK AZ MK                           359 09 24.1
 ME2310
 ME2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4911854186(NAD 83)
 ME2310
 ME2310|---------------------------------------------------------------------|
 ME2310| PID    Reference Object                     Distance      Geod. Az  |
 ME2310|                                                           dddmmss.s |
 ME2310| CM2913 JIM BUCK RM 1                        25.527 METERS 21445     |
 ME2310| ME0320 DELONG                               64.988 METERS 35138     |
 ME2310| CM2912 JIM BUCK AZ MK                                     3593230.2 |
 ME2310|---------------------------------------------------------------------|
 ME2310
 ME2310                          SUPERSEDED SURVEY CONTROL
 ME2310
 ME2310  NAD 83(1986)-  41 08 15.03243(N)    086 24 53.07956(W) AD(       ) 3
 ME2310  NAD 27      -  41 08 14.88540(N)    086 24 53.06150(W) AD(       ) 3
 ME2310
 ME2310.Superseded values are not recommended for survey control.
 ME2310
 ME2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2310.See file dsdata.pdf to determine how the superseded data were derived.
 ME2310
 ME2310_MARKER: DS = TRIANGULATION STATION DISK
 ME2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2310_STAMPING: JIM BUCK 1952
 ME2310_MARK LOGO: CGS
 ME2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2310+STABILITY: SURFACE MOTION
 ME2310
 ME2310  HISTORY     - Date     Condition        Report By
 ME2310  HISTORY     - 1952     MONUMENTED       CGS
 ME2310
 ME2310                          STATION DESCRIPTION
 ME2310
 ME2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2310'STATION IS LOCATED IN DELONG ON THE EAST SIDE OF THE PENNSYLVANIA
 ME2310'RAILROAD TRACKS AND ABOUT 0.05 MILE EAST OF STATE HIGHWAY 17.  IT IS
 ME2310'263 FEET NORTHEAST OF THE CROSSING OF THE PENNSYLVANIA RAILROAD AND
 ME2310'THE ERIE RAILROAD TRACKS, 74 FEET EAST OF THE EAST RAIL OF THE
 ME2310'PENNSYLVNIA RAILROAD, 40 FEET WEST OF A TELEPHONE POLE AND 6 FEET WEST
 ME2310'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2310'DISK IS STAMPED JIM BUCK 1952.
 ME2310'
 ME2310'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 ME2310'TRACKS AND 2 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 ME2310'ABOUT 6 INCHES AND THE DISK IS STAMPED JIM BUCK NO 1 1952.
 ME2310'
 ME2310'DELONG 1920 WAS USED AS A REFERENCE MARK.  IT IS 9 FEET EAST OF THE
 ME2310'EAST RAIL OF THE RAILROAD TRACKS.  THE MARK PROJETS ABOUT 6 INCHES AND
 ME2310'THE DISK IS STAMPED DELONG 1920.
 ME2310'
 ME2310'AZIMUTH MARK IS IN THE EAST END OF THE NORTH ABUTMENT OF A RAILROAD
 ME2310'BRIDGE ACROSS THE TIPPECANOE RIVER AND IS 4.5 FEET EAST OF THE EAST
 ME2310'RAIL OF THE RAILROAD TRACKS.  THE DISK IS CEMENTED IN A DRILLHOLE IN
 ME2310'THE CONCRETE ABUTMENT AND IT IS STAMPED JIM BUCK 1952.
 ME2310'
 ME2310'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS THE TRACKS
 ME2310'FOR 0.05 MILE TO STATE HIGHWAY 17.  TURN RIGHT ON HIGHWAY 17 AND GO
 ME2310'NORTH FOR 0.5 MILE TO THE BRIDGE ACROSS THE TIPPECANOE RIVER.  CROSS
 ME2310'BRIDGE AND TURN RIGHT TO THE RAILROAD BRIDGE AND THE MARK AS
 ME2310'DESCRIBED.
 ME2310'
 ME2310'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0794 ***********************************************************************
 LA0794  DESIGNATION -  JJ 189
 LA0794  PID         -  LA0794
 LA0794  STATE/COUNTY-  IN/ALLEN
 LA0794  COUNTRY     -  US
 LA0794  USGS QUAD   -  OSSIAN (2019)
 LA0794
 LA0794                         *CURRENT SURVEY CONTROL
 LA0794  ______________________________________________________________________
 LA0794* NAD 83(1986) POSITION- 40 56 13.     (N) 085 10 03.     (W)   SCALED
 LA0794* NAVD 88 ORTHO HEIGHT -   244.595 (meters)      802.48  (feet) ADJUSTED
 LA0794  ______________________________________________________________________
 LA0794  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 LA0794  DYNAMIC HEIGHT  -        244.488 (meters)      802.12  (feet) COMP
 LA0794  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 LA0794
 LA0794  VERT ORDER      -  SECOND    CLASS 0
 LA0794
 LA0794.The horizontal coordinates were scaled from a map and have
 LA0794.an estimated accuracy of +/- 6 seconds.
 LA0794
 LA0794.The orthometric height was determined by differential leveling and
 LA0794.adjusted by the NATIONAL GEODETIC SURVEY
 LA0794.in June 1991.
 LA0794
 LA0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0794.GEOID18 height accuracy estimate available here.
 LA0794
 LA0794.Click photographs - Photos may exist for this station.
 LA0794
 LA0794.The dynamic height is computed by dividing the NAVD 88
 LA0794.geopotential number by the normal gravity value computed on the
 LA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0794.degrees latitude (g = 980.6199 gals.).
 LA0794
 LA0794.The modeled gravity was interpolated from observed gravity values.
 LA0794
 LA0794;                    North         East    Units  Estimated Accuracy
 LA0794;SPC IN E     -   631,680.      142,040.      MT  (+/- 180 meters Scaled)
 LA0794
 LA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542333(NAD 83)
 LA0794
 LA0794                          SUPERSEDED SURVEY CONTROL
 LA0794
 LA0794  NGVD 29 (??/??/92)  244.744  (m)          802.96   (f) ADJ UNCH    2 0
 LA0794
 LA0794.Superseded values are not recommended for survey control.
 LA0794
 LA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0794.See file dsdata.pdf to determine how the superseded data were derived.
 LA0794
 LA0794_MARKER: DB = BENCH MARK DISK
 LA0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0794_SP_SET: BRIDGE
 LA0794_STAMPING: JJ 189 1946
 LA0794_MARK LOGO: CGS
 LA0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0794
 LA0794  HISTORY     - Date     Condition        Report By
 LA0794  HISTORY     - 1946     MONUMENTED       CGS
 LA0794  HISTORY     - 1968     GOOD             CGS
 LA0794
 LA0794                          STATION DESCRIPTION
 LA0794
 LA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0794'4 MI N FROM OSSIAN.
 LA0794'ABOUT 3.9 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT
 LA0794'OSSIAN, AT A 28 FT. BRIDGE SET IN THE SOUTHWEST WINGWALL OF THE
 LA0794'BRIDGE, 25 FT. WEST OF THE C/L OF THE ROAD AND ABOUT LEVEL WITH
 LA0794'THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0403 ***********************************************************************
 JA0403  DESIGNATION -  JOB
 JA0403  PID         -  JA0403
 JA0403  STATE/COUNTY-  IN/CRAWFORD
 JA0403  COUNTRY     -  US
 JA0403  USGS QUAD   -  ENGLISH (2019)
 JA0403
 JA0403                         *CURRENT SURVEY CONTROL
 JA0403  ______________________________________________________________________
 JA0403* NAD 83(1997) POSITION- 38 16 27.02796(N) 086 28 47.91964(W)   ADJUSTED
 JA0403* NAVD 88 ORTHO HEIGHT -   208.030 (meters)      682.51  (feet) ADJUSTED
 JA0403  ______________________________________________________________________
 JA0403  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 JA0403  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 JA0403  DYNAMIC HEIGHT  -        207.885 (meters)      682.04  (feet) COMP
 JA0403  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 JA0403
 JA0403  HORZ ORDER      -  SECOND
 JA0403  VERT ORDER      -  FIRST     CLASS II
 JA0403
 JA0403.The horizontal coordinates were established by classical geodetic methods
 JA0403.and adjusted by the National Geodetic Survey in May 1999.
 JA0403
 JA0403.The orthometric height was determined by differential leveling and
 JA0403.adjusted by the NATIONAL GEODETIC SURVEY
 JA0403.in June 1991.
 JA0403
 JA0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0403.GEOID18 height accuracy estimate available here.
 JA0403
 JA0403.Click photographs - Photos may exist for this station.
 JA0403
 JA0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0403
 JA0403.The dynamic height is computed by dividing the NAVD 88
 JA0403.geopotential number by the normal gravity value computed on the
 JA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0403.degrees latitude (g = 980.6199 gals.).
 JA0403
 JA0403.The modeled gravity was interpolated from observed gravity values.
 JA0403
 JA0403. The following values were computed from the NAD 83(1997) position.
 JA0403
 JA0403;                    North         East     Units Scale Factor Converg.
 JA0403;SPC IN W     -   336,098.311   952,794.773   MT  1.00000098   +0 22 25.5
 JA0403;SPC IN W     - 1,102,682.54  3,125,960.85   sFT  1.00000098   +0 22 25.5
 JA0403;UTM  16      - 4,236,363.817   545,486.211   MT  0.99962548   +0 19 19.6
 JA0403
 JA0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0403!SPC IN W     -   0.99997256  x   1.00000098  =   0.99997354
 JA0403!UTM  16      -   0.99997256  x   0.99962548  =   0.99959805
 JA0403
 JA0403:                Primary Azimuth Mark                     Grid Az
 JA0403:SPC IN W     -  JOB AZ MK                                337 25 37.7
 JA0403:UTM  16      -  JOB AZ MK                                337 28 43.6
 JA0403
 JA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4548636363(NAD 83)
 JA0403
 JA0403|---------------------------------------------------------------------|
 JA0403| PID    Reference Object                     Distance      Geod. Az  |
 JA0403|                                                           dddmmss.s |
 JA0403| JA0404 JOB RM 1                             23.436 METERS 07653     |
 JA0403| CG8241 JOB RM 2                             29.867 METERS 19108     |
 JA0403| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 4.1 KM 2142428.1 |
 JA0403| CG8240 JOB AZ MK                                          3374803.2 |
 JA0403|---------------------------------------------------------------------|
 JA0403
 JA0403                          SUPERSEDED SURVEY CONTROL
 JA0403
 JA0403  NAD 83(1993)-  38 16 27.03069(N)    086 28 47.92220(W) AD(       ) 2
 JA0403  NAD 83(1986)-  38 16 27.03405(N)    086 28 47.92438(W) AD(       ) 2
 JA0403  NAD 27      -  38 16 26.81200(N)    086 28 47.98800(W) AD(       ) 2
 JA0403  NGVD 29 (??/??/92)  208.136  (m)          682.86   (f) ADJ UNCH    1 2
 JA0403  NGVD 29             208.14   (m)          682.9    (f) LEVELING    3  
 JA0403
 JA0403.Superseded values are not recommended for survey control.
 JA0403
 JA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0403.See file dsdata.pdf to determine how the superseded data were derived.
 JA0403
 JA0403_MARKER: DS = TRIANGULATION STATION DISK
 JA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0403_STAMPING: JOB 1946
 JA0403_MARK LOGO: CGS
 JA0403_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0403+STABILITY: SURFACE MOTION
 JA0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0403+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2011
 JA0403
 JA0403  HISTORY     - Date     Condition        Report By
 JA0403  HISTORY     - 1946     MONUMENTED       CGS
 JA0403  HISTORY     - 1965     GOOD             CGS
 JA0403  HISTORY     - 1965     GOOD             CGS
 JA0403  HISTORY     - 20111028 GOOD             INDIV
 JA0403
 JA0403                          STATION DESCRIPTION
 JA0403
 JA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0403'THIS STATION IS ABOUT 5 MILES EAST-SOUTHEAST FROM ENGLISH, 6 MILES
 JA0403'SOUTH-SOUTHEAST FROM THE SMALL SETTLEMENT OF TASWELL, IT IS IN AN
 JA0403'OPEN FARM AREA ABOUT 200 YARDS EAST OF STATE HIGHWAY 37, AND 4.8 FEET
 JA0403'WEST OF A WHITE WITNESS POST, 3.5 FEET SOUTH OF A WIRE FENCE
 JA0403'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOB
 JA0403'1946.
 JA0403'
 JA0403'REFERENCE MARK NO. 1 IS 76.89 FEET EAST OF THE STATION, 1 FOOT SOUTH
 JA0403'OF A WIRE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA0403'STAMPED JOB NO 1 1946.
 JA0403'
 JA0403'REFERENCE MARK NO. 2 IS 97.99 FEET SOUTH OF THE STATION, 70 FEET
 JA0403'NORTH OF AN OLD BARN AND 1 FOOT EAST OF A WIRE FENCE LINE.  THE MARK
 JA0403'PROJECTS 4 INCHES AND THE DISK IS STAMPED JOB NO 2 1946.
 JA0403'
 JA0403'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION, 11.5 FEET
 JA0403'EAST OF A DIRT ROAD AND 3.5 FEET SOUTH OF A WHITE WITNESS POST.  THE
 JA0403'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JOB 1946.
 JA0403'
 JA0403'TO REACH FROM STATE HIGHWAYS JUNCTION 64 AND 37 IN ENGLISH, GO SOUTH
 JA0403'6.1 MILES TO A WIDE CURVE AND A WIRE GATE ON THE LEFT, TURN LEFT
 JA0403'THROUGH THE GATE AND GO 0.25 MILE TO THE STATION ON THE HIGHEST
 JA0403'POINT OF THE SMALL HILL.
 JA0403'
 JA0403'TO REACH THE AZIMUTH FROM THE HIGHWAY, GO NORTH 0.2 MILE TO A FARM
 JA0403'ROAD LEFT, TURN LEFT 0.1 MILE AND THE MARK IS ON THE RIGHT.
 JA0403'
 JA0403'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0403
 JA0403                          STATION RECOVERY (1965)
 JA0403
 JA0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0403'THE STATION MARK, STAMPED JOB 1946, IS ABOUT 1.85 MILES SOUTH ALONG
 JA0403'STATE HIGHWAY 37 FROM THE POST OFFICE AT GRANTSBURG, THENCE 0.05
 JA0403'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 11, T 3 S, R 1 W, SET ON
 JA0403'THE HIGH POINT OF A HILL, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 JA0403'ABOUT 5 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE
 JA0403'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0403'
 JA0403'THE REFERENCE MARK, STAMPED JOB NO 1946, IS 98 FEET NORTH OF THE
 JA0403'STATION MARK JOB 1946, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JA0403'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0403'
 JA0403'R.M. 1, STAMPED JOB NO 1 1946, IS 77 FEET EAST OF THE STATION JOB
 JA0403'1946, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JA0403'OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0403
 JA0403                          STATION RECOVERY (1965)
 JA0403
 JA0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0403'1.8 MI S FROM GRANTSBURG.
 JA0403'1.85 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0403'GRANTSBURG, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD, IN
 JA0403'SECTION 11, T 3 S, R 1 W, SET ON THE HIGH POINT OF THE HILL,
 JA0403'1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE
 JA0403'LEVEL OF THE GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0403'FLUSH WITH THE GROUND.
 JA0403
 JA0403                          STATION RECOVERY (2011)
 JA0403
 JA0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (VHM)
 JA0403'RECOVERED STANDARD USCGS TRIANGLATION DISK IN CONCRETE MONUMENT,
 JA0403'PROJECTING 0.2', STAMPED JOB 1946. WITH STANDARD USCGS WHITE PLACARD
 JA0403'SIGN AND POST AT NW CORNER OF MON. A CURSORY SEARCH WAS PERFORMED FOR
 JA0403'THE RM'S, NONE RECOVERED.
 JA0403'TO REACH THE STATION FROM I-64, EXIT 86. TRAVEL NORTH ALONG STATE
 JA0403'HIGHWAY 237 FOR 2.75 MILES TO A CRUSHED STONE LANE ON THE RIGHT.
 JA0403'TURN RIGHT AND TRAVEL EAST UP HILL,THROUGH A GATE, 0.15 MILE TO BEND
 JA0403'TO THE RIGHT. THE STATION IS NNE APPROXIMATELY 150' ON A FALLOW KNOLL.
 JA0403'SET A CARSONITE WITNESS POST ON THE EAST SIDE OF THE MONUMENT. NOTE
 JA0403'THAT TOWN OF ENGLISH HAS BEEN RELOCATED AND HIGHWAY 37 RENAMED 237.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0404 ***********************************************************************
 JA0404  DESIGNATION -  JOB RM 1
 JA0404  PID         -  JA0404
 JA0404  STATE/COUNTY-  IN/CRAWFORD
 JA0404  COUNTRY     -  US
 JA0404  USGS QUAD   -  ENGLISH (2019)
 JA0404
 JA0404                         *CURRENT SURVEY CONTROL
 JA0404  ______________________________________________________________________
 JA0404* NAD 83(1986) POSITION- 38 16 27.20   (N) 086 28 46.98   (W)   HD_HELD1
 JA0404* NAVD 88 ORTHO HEIGHT -   208.007 (meters)      682.44  (feet) ADJUSTED
 JA0404  ______________________________________________________________________
 JA0404  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 JA0404  DYNAMIC HEIGHT  -        207.862 (meters)      681.96  (feet) COMP
 JA0404  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 JA0404
 JA0404  VERT ORDER      -  FIRST     CLASS II
 JA0404
 JA0404.The horizontal coordinates were determined by differentially corrected
 JA0404.hand held GPS observations or other comparable positioning techniques
 JA0404.and have an estimated accuracy of +/- 3 meters.
 JA0404
 JA0404.The orthometric height was determined by differential leveling and
 JA0404.adjusted by the NATIONAL GEODETIC SURVEY
 JA0404.in June 1991.
 JA0404
 JA0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0404.GEOID18 height accuracy estimate available here.
 JA0404
 JA0404.Click photographs - Photos may exist for this station.
 JA0404
 JA0404.The dynamic height is computed by dividing the NAVD 88
 JA0404.geopotential number by the normal gravity value computed on the
 JA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0404.degrees latitude (g = 980.6199 gals.).
 JA0404
 JA0404.The modeled gravity was interpolated from observed gravity values.
 JA0404
 JA0404;                    North         East    Units  Estimated Accuracy
 JA0404;SPC IN W     -   336,103.8     952,817.6     MT  (+/- 3 meters HH1 GPS) 
 JA0404
 JA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4550936369(NAD 83)
 JA0404
 JA0404                          SUPERSEDED SURVEY CONTROL
 JA0404
 JA0404  NGVD 29 (??/??/92)  208.114  (m)          682.79   (f) ADJ UNCH    1 2
 JA0404
 JA0404.Superseded values are not recommended for survey control.
 JA0404
 JA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0404.See file dsdata.pdf to determine how the superseded data were derived.
 JA0404
 JA0404_MARKER: DR = REFERENCE MARK DISK
 JA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0404_STAMPING: JOB NO 1 1946
 JA0404_MARK LOGO: CGS
 JA0404_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0404+STABILITY: SURFACE MOTION
 JA0404
 JA0404  HISTORY     - Date     Condition        Report By
 JA0404  HISTORY     - 1946     MONUMENTED       CGS
 JA0404  HISTORY     - 1965     GOOD             CGS
 JA0404
 JA0404                          STATION DESCRIPTION
 JA0404
 JA0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0404'1.8 MI S FROM GRANTSBURG.
 JA0404'1.85 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0404'GRANTSBURG, THENCE 0.05 MILE EAST ALONG A GRAVELED ROAD TO THE
 JA0404'CREST OF A HILL, IN SECTION 11, T 3 S, R 1 W, 77 FEET EAST OF THE
 JA0404'STATION JOB 1946, ABOUT 5 FEET ABOVE THE LEVEL OF THE GRAVELED
 JA0404'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CG8241 ***********************************************************************
 CG8241  DESIGNATION -  JOB RM 2
 CG8241  PID         -  CG8241
 CG8241  STATE/COUNTY-  IN/CRAWFORD
 CG8241  COUNTRY     -  US
 CG8241  USGS QUAD   -  ENGLISH (2019)
 CG8241
 CG8241                         *CURRENT SURVEY CONTROL
 CG8241  ______________________________________________________________________
 CG8241* NAD 83(1986) POSITION- 38 16 26.08   (N) 086 28 48.16   (W)   HD_HELD1
 CG8241* NAVD 88 ORTHO HEIGHT -   207.568 (meters)      681.00  (feet) ADJUSTED
 CG8241  ______________________________________________________________________
 CG8241  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 CG8241  DYNAMIC HEIGHT  -        207.423 (meters)      680.52  (feet) COMP
 CG8241  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 CG8241
 CG8241  VERT ORDER      -  FIRST     CLASS II
 CG8241
 CG8241.The horizontal coordinates were determined by differentially corrected
 CG8241.hand held GPS observations or other comparable positioning techniques
 CG8241.and have an estimated accuracy of +/- 3 meters.
 CG8241
 CG8241.The orthometric height was determined by differential leveling and
 CG8241.adjusted by the NATIONAL GEODETIC SURVEY
 CG8241.in June 1991.
 CG8241
 CG8241.Significant digits in the geoid height do not necessarily reflect accuracy.
 CG8241.GEOID18 height accuracy estimate available here.
 CG8241
 CG8241.Click photographs - Photos may exist for this station.
 CG8241
 CG8241.The dynamic height is computed by dividing the NAVD 88
 CG8241.geopotential number by the normal gravity value computed on the
 CG8241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG8241.degrees latitude (g = 980.6199 gals.).
 CG8241
 CG8241.The modeled gravity was interpolated from observed gravity values.
 CG8241
 CG8241;                    North         East    Units  Estimated Accuracy
 CG8241;SPC IN W     -   336,069.0     952,789.1     MT  (+/- 3 meters HH1 GPS) 
 CG8241
 CG8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4548036334(NAD 83)
 CG8241
 CG8241                          SUPERSEDED SURVEY CONTROL
 CG8241
 CG8241  NGVD 29 (??/??/92)  207.674  (m)          681.34   (f) ADJ UNCH    1 2
 CG8241
 CG8241.Superseded values are not recommended for survey control.
 CG8241
 CG8241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG8241.See file dsdata.pdf to determine how the superseded data were derived.
 CG8241
 CG8241_STAMPING: JOB NO 2 1946
 CG8241_MARK LOGO: CGS
 CG8241_PROJECTION: PROJECTING 10 CENTIMETERS
 CG8241
 CG8241  HISTORY     - Date     Condition        Report By
 CG8241  HISTORY     - 1946     MONUMENTED       CGS
 CG8241  HISTORY     - 1965     GOOD             CGS
 CG8241
 CG8241                          STATION DESCRIPTION
 CG8241
 CG8241'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CG8241'1.8 MI S FROM GRANTSBURG.
 CG8241'1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 CG8241'GRANTSBURG, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD TO THE TOP
 CG8241'OF A HILL, IN SECTION 11, T 3 S, R 1 W, SET ON THE HIGH POINT
 CG8241'OF THE HILL, 98 FEET NORTH OF THE STATION, ABOUT 5 FEET ABOVE
 CG8241'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG8241'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1792 ***********************************************************************
 JA1792  DESIGNATION -  JOHN SPEARS LOOKOUT TOWER
 JA1792  PID         -  JA1792
 JA1792  STATE/COUNTY-  IN/CRAWFORD
 JA1792  COUNTRY     -  US
 JA1792  USGS QUAD   -  GREENBRIER (2019)
 JA1792
 JA1792                         *CURRENT SURVEY CONTROL
 JA1792  ______________________________________________________________________
 JA1792* NAD 83(1997) POSITION- 38 22 32.19333(N) 086 32 52.77436(W)   ADJUSTED
 JA1792* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 JA1792  ______________________________________________________________________
 JA1792  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JA1792  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 JA1792  HORZ ORDER      -  THIRD
 JA1792
 JA1792.The horizontal coordinates were established by classical geodetic methods
 JA1792.and adjusted by the National Geodetic Survey in May 1999.
 JA1792
 JA1792.The orthometric height was scaled from a topographic map.
 JA1792
 JA1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1792.GEOID18 height accuracy estimate available here.
 JA1792
 JA1792.Click photographs - Photos may exist for this station.
 JA1792
 JA1792.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1792
 JA1792. The following values were computed from the NAD 83(1997) position.
 JA1792
 JA1792;                    North         East     Units Scale Factor Converg.
 JA1792;SPC IN W     -   347,320.949   946,778.031   MT  0.99999360   +0 19 56.5
 JA1792;SPC IN W     - 1,139,502.15  3,106,220.92   sFT  0.99999360   +0 19 56.5
 JA1792;UTM  16      - 4,247,587.668   539,481.846   MT  0.99961920   +0 16 50.2
 JA1792
 JA1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1792!SPC IN W     -   0.99996301  x   0.99999360  =   0.99995661
 JA1792!UTM  16      -   0.99996301  x   0.99961920  =   0.99958222
 JA1792
 JA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3948147587(NAD 83)
 JA1792
 JA1792                          SUPERSEDED SURVEY CONTROL
 JA1792
 JA1792  NAD 83(1993)-  38 22 32.19705(N)    086 32 52.77719(W) AD(       ) 3
 JA1792  NAD 83(1986)-  38 22 32.19968(N)    086 32 52.77843(W) AD(       ) 3
 JA1792  NAD 27      -  38 22 31.98800(N)    086 32 52.83200(W) AD(       ) 3
 JA1792
 JA1792.Superseded values are not recommended for survey control.
 JA1792
 JA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1792.See file dsdata.pdf to determine how the superseded data were derived.
 JA1792
 JA1792_MARKER: 57 = LOOKOUT TOWER
 JA1792
 JA1792  HISTORY     - Date     Condition        Report By
 JA1792  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1792  HISTORY     - 1964     GOOD             CGS
 JA1792
 JA1792                          STATION DESCRIPTION
 JA1792
 JA1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1792'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE VILLAGE OF TASWELL
 JA1792'AND ON THE WESTSIDE OF
 JA1792'SEC 5, T 2 S, R 1 W, ON THE SUMMIT OF A PROMINENT BARE
 JA1792'HILL.  THE TOWER IS A FOUR-LEGGED
 JA1792'STEEL STRUCTURE ABOUT 100 FEET HIGH.
 JA1792'
 JA1792'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SPEARS.
 JA1792'THE DISTANCE,
 JA1792'13.396 METERS OR 43.95 FEET WEST OF THE TRIANGULATION
 JA1792'STATION, WAS MEASURED TO THE
 JA1792'INTERSECTION OF THE LINES JOINING THE
 JA1792'BASES OF THE DIAGONALLY OPPOSITE LEGS, AND THE
 JA1792'DIRECTION WAS MEASURED
 JA1792'TO THE APEX OF THE ROOF OF THE TOWER.  BOTH OF THESE POINTS ARE
 JA1792'APPARENTLY THE
 JA1792'CENTER OF THE TOWER.
 JA1792'
 JA1792'TO REACH THE STATION FROM THE TASWELL RAILROAD STATION IN TASWELL, GO
 JA1792'WEST ON STATE HIGHWAY 64
 JA1792'FOR 0.1 MILE TO A GAS STATION AND A SIDE ROAD RIGHT,
 JA1792'TURN RIGHT ON GRAVELED ROAD AND GO
 JA1792'2.0 MILES TO A T-ROAD
 JA1792'INTERSECTION, TURN RIGHT ON GRAVELED ROAD AND GO 1.35
 JA1792'MILES TO A
 JA1792'SECTION T-ROAD INTERSECTION, THENCE TURN LEFT AND GO 0.3 MILE TO A
 JA1792'SIDE ROAD LEFT,
 JA1792'THENCE LEFT FOR 0.45 MILE AND THE TOWER ON THE LEFT AS DESCRIBED.
 JA1792
 JA1792                          STATION RECOVERY (1964)
 JA1792
 JA1792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3385 ***********************************************************************
 JZ3385  DESIGNATION -  JOHNSON
 JZ3385  PID         -  JZ3385
 JZ3385  STATE/COUNTY-  IN/RUSH
 JZ3385  COUNTRY     -  US
 JZ3385  USGS QUAD   -  MANILLA (2019)
 JZ3385
 JZ3385                         *CURRENT SURVEY CONTROL
 JZ3385  ______________________________________________________________________
 JZ3385* NAD 83(1997) POSITION- 39 34 43.49134(N) 085 31 55.97820(W)   ADJUSTED
 JZ3385* NAVD 88 ORTHO HEIGHT -   302.9   (meters)      994.    (feet) VERTCON3
 JZ3385  ______________________________________________________________________
 JZ3385  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 JZ3385  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 JZ3385  HORZ ORDER      -  FIRST
 JZ3385
 JZ3385.The horizontal coordinates were established by classical geodetic methods
 JZ3385.and adjusted by the National Geodetic Survey in May 1999.
 JZ3385
 JZ3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3385
 JZ3385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3385.GEOID18 height accuracy estimate available here.
 JZ3385
 JZ3385.Click photographs - Photos may exist for this station.
 JZ3385
 JZ3385.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3385
 JZ3385. The following values were computed from the NAD 83(1997) position.
 JZ3385
 JZ3385;                    North         East     Units Scale Factor Converg.
 JZ3385;SPC IN E     -   480,755.928   111,551.103   MT  0.99996831   +0 05 08.4
 JZ3385;SPC IN E     - 1,577,280.07    365,980.58   sFT  0.99996831   +0 05 08.4
 JZ3385;UTM  16      - 4,382,032.913   626,058.704   MT  0.99979564   +0 56 07.1
 JZ3385
 JZ3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3385!SPC IN E     -   0.99995783  x   0.99996831  =   0.99992614
 JZ3385!UTM  16      -   0.99995783  x   0.99979564  =   0.99975347
 JZ3385
 JZ3385:                Primary Azimuth Mark                     Grid Az
 JZ3385:SPC IN E     -  JOHNSON AZ MK                            016 54 16.6
 JZ3385:UTM  16      -  JOHNSON AZ MK                            016 03 17.9
 JZ3385
 JZ3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2605882032(NAD 83)
 JZ3385
 JZ3385|---------------------------------------------------------------------|
 JZ3385| PID    Reference Object                     Distance      Geod. Az  |
 JZ3385|                                                           dddmmss.s |
 JZ3385| CC9460 JOHNSON AZ MK                                      0165925.0 |
 JZ3385| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX.54.9 KM 0604209.3 |
 JZ3385| JZ3301 RUSHVILLE CITY LT PWR STK           APPROX. 7.6 KM 0635013.4 |
 JZ3385| JZ3303 RUSHVILLE SE IND PWR STK            APPROX. 8.6 KM 0660515.7 |
 JZ3385| JZ3302 RUSHVILLE RUSH CO CTHSE TWR         APPROX. 8.2 KM 0665030.7 |
 JZ3385| CC9463 JOHNSON RM 3                          3.661 METERS 09228     |
 JZ3385| JZ3342 MILROY AIRPORT AWY BCN S 5          APPROX.18.8 KM 1304944.9 |
 JZ3385| CC9461 JOHNSON RM 1                         28.270 METERS 17205     |
 JZ3385| CC9462 JOHNSON RM 2                         41.227 METERS 27716     |
 JZ3385|---------------------------------------------------------------------|
 JZ3385
 JZ3385                          SUPERSEDED SURVEY CONTROL
 JZ3385
 JZ3385  NAD 83(1995)-  39 34 43.49105(N)    085 31 55.98407(W) AD(       ) 1
 JZ3385  NAD 83(1986)-  39 34 43.49156(N)    085 31 55.98941(W) AD(       ) 1
 JZ3385  NAD 27      -  39 34 43.32100(N)    085 31 56.08800(W) AD(       ) 1
 JZ3385  NGVD 29 (07/19/86)  303.0    (m)          994.     (f) VERT ANG       
 JZ3385
 JZ3385.Superseded values are not recommended for survey control.
 JZ3385
 JZ3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3385.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3385
 JZ3385_MARKER: DS = TRIANGULATION STATION DISK
 JZ3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3385_STAMPING: JOHNSON 1939
 JZ3385_MARK LOGO: CGS
 JZ3385_PROJECTION: RECESSED 41 CENTIMETERS
 JZ3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3385+STABILITY: SURFACE MOTION
 JZ3385
 JZ3385  HISTORY     - Date     Condition        Report By
 JZ3385  HISTORY     - 1939     MONUMENTED       CGS
 JZ3385  HISTORY     - 1948     GOOD             CGS
 JZ3385  HISTORY     - 1958     GOOD             CGS
 JZ3385  HISTORY     - 1969     GOOD             CGS
 JZ3385
 JZ3385                          STATION DESCRIPTION
 JZ3385
 JZ3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3385'ABOUT 5.0 MILES WEST BY SOUTH OF RUSHVILLE, ABOUT 0.7 MILE SOUTH OF
 JZ3385'STATE HIGHWAY 44, ON THE RUSSELL JOHNSON FARM.  ABOUT 0.15 MILE
 JZ3385'NORTH OF THE JOHNSON HOUSE, 13 FEET WEST OF FENCE ON EAST SIDE OF AN
 JZ3385'ALFALFA FIELD, 136 FEET EAST OF FENCE ON WEST SIDE OF THE FIELD,
 JZ3385'AND ON THE RIDGE OF A KNOLL, THE HIGHEST POINT OF WHICH IS ABOUT 200
 JZ3385'FEET EAST-SOUTHEAST IN ADJACENT FIELD. SURFACE MARK IS
 JZ3385'STAMPED JOHNSON 1939 AND IS 18 INCHES BELOW THE SURFACE OF THE
 JZ3385'GROUND.
 JZ3385'
 JZ3385'TO REACH FROM THE RUSHVILLE COURTHOUSE, GO WEST ON STATE HIGHWAY 44
 JZ3385'FOR 4.8 MILES TO A GRAVEL T-ROAD SOUTH, TURN SOUTH AND GO
 JZ3385'ABOUT 65 YARDS TO AZIMUTH MARK NEAR FENCE CORNER ON RIGHT, CONTINUE
 JZ3385'SOUTH FOR 1.0 MILE TO GRAVEL CROSS ROAD, TURN RIGHT AND GO WEST
 JZ3385'0.25 MILE TO GATE ON THE RIGHT AND MAIL BOX LETTERED RUSSELL JOHNSON
 JZ3385'ON LEFT, TURN RIGHT THROUGH GATE AND FOLLOW ROAD NORTH TO BARNYARD
 JZ3385'GATE ON WEST SIDE OF HOUSE. CONTINUE THROUGH GATE, NORTH, ACROSS
 JZ3385'BARNYARD, THEN THROUGH MORE EASTERLY OF TWO GATES, FOLLOWING ROAD
 JZ3385'NORTH ALONG WEST SIDE OF PASTURE FOR 0.05 MILE TO GATE INTO
 JZ3385'ALFALFA FIELD, GO THROUGH GATE AND CONTINUE NORTH ALONG WEST SIDE OF
 JZ3385'FIELD FOR 0.1 MILE TO REFERENCE MARK NO. 2, THEN TURNING EAST,
 JZ3385'GO ANOTHER 44 YARDS TO STATION ON EAST SIDE OF THE FIELD.
 JZ3385'
 JZ3385'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3385'DISKS SET IN CONCRETE.
 JZ3385'
 JZ3385'REFERENCE MARK NO. 1 IS SOUTH OF STATION, ON EAST SIDE OF FIELD, 1
 JZ3385'FOOT WEST OF FENCE, AND ABOUT 2 FEET BELOW LEVEL OF THE STATION.
 JZ3385'IT IS STAMPED JOHNSON NO. 1 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3385'
 JZ3385'REFERENCE MARK NO. 2 IS WEST OF STATION, ON WEST SIDE OF THE FIELD, 2
 JZ3385'FEET EAST OF FENCE, AND ABOUT 10 FEET BELOW STATION LEVEL. IT
 JZ3385'IS STAMPED JOHNSON NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3385'
 JZ3385'AZIMUTH MARK IS NORTH-NORTHEAST OF STATION, 17 FEET WEST OF THE
 JZ3385'CENTER LINE OF A GRAVEL ROAD, ABOUT 190 FEET SOUTH OF THE CENTER
 JZ3385'LINE OF STATE HIGHWAY 44, AND 2 FEET SOUTHWEST OF A FENCE CORNER. IT
 JZ3385'IS STAMPED JOHNSON 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3385'
 JZ3385'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ3385
 JZ3385                          STATION RECOVERY (1948)
 JZ3385
 JZ3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3385'RECOVERED AS DESCRIBED
 JZ3385
 JZ3385                          STATION RECOVERY (1958)
 JZ3385
 JZ3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHR)
 JZ3385'THE ORIGIONAL DESCRIPTION IS ADEQUATE FOR RECOVERY. THE STATION,
 JZ3385'AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 JZ3385'
 JZ3385'REFERENCE WAS IN WAY OF CULTIVATION AND WAS MOVED TO THE BOUNDARY
 JZ3385'FENCE LINE REFERENCE NO. 2 WAS MOVED AND SET AND CHANGED TO NO.
 JZ3385'3, IT IS 3.655 METERS EAST OF THE STATION, AND 27.870 METERS NORTH OF
 JZ3385'REFERENCE NO. 1, THE DISK IS STAMPED, JOHNSON NO. 3 1939 AND
 JZ3385'SET IN THE TOP OF CONCRETE POST.
 JZ3385
 JZ3385                          STATION RECOVERY (1969)
 JZ3385
 JZ3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 JZ3385'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 JZ3385'RECOVERED IN GOOD CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 JZ3385'
 JZ3385'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF RUSHVILLE, 0.7 MILE
 JZ3385'SOUTH OF STATE HIGHWAY 44 ON THE FARM OF MR. RUSSELL JOHNSON ABOUT
 JZ3385'0.15 MILE NORTH OF HIS FARM HOUSE.
 JZ3385'
 JZ3385'TO REACH THE STATION FROM THE COURTHOUSE IN RUSHVILLE, GO WEST ON
 JZ3385'STATE HIGHWAY 44 FOR 5.05 MILES TO A SIDE ROAD LEFT (450 RUSH
 JZ3385'CO. W).  TURN LEFT AND GO SOUTH ON PAVED ROAD APPROXIMATELY 65
 JZ3385'YARDS TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 1.1 MILE
 JZ3385'TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST (250 RUSH CO. S)
 JZ3385'FOR 0.3 MILE TO A DRIVEWAY LEADING TO THE RUSSEL JOHNSON FARM
 JZ3385'BUILDINGS, TURN RIGHT CROSSING CATTLE GUARD INTO FARMYARD.
 JZ3385'FOLLOW MAIN TRACK ROAD NORTH 0.05 MILE TO A GATE, PASS THROUGH
 JZ3385'GATE AND GO ABOUT 50 FEET TO A SECOND GATE.  PASS THROUGH GATE
 JZ3385'CONTINUING NORTH ACROSS FIELD FOR 0.3 MILE TO THE STATION.
 JZ3385'
 JZ3385'STATION MARK IS A STANDARD STATION MARK DISK STAMPED JOHNSON 1939
 JZ3385'AND SET IN THE TOP OF A CONCRETE MONUMENT, 16 INCHES UNDERGROUND AND
 JZ3385'11 FEET WEST OF A NORTH-SOUTH FENCE.
 JZ3385'
 JZ3385'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 JZ3385'JOHNSON NO. 1 1939, ABOUT ONE FOOT WEST OF A NORTH-SOUTH FENCELINE
 JZ3385'AND TWO FEET BELOW THE STATION.
 JZ3385'
 JZ3385'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 JZ3385'JOHNSON NO. 3 1939.  THE MARK IS SET IN A CONCRETE MONUMENT FLUSH
 JZ3385'WITH THE GROUND SURFACE AND SET IN A NORTH-SET FENCE LINE.
 JZ3385'
 JZ3385'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED JOHNSON 1939
 JZ3385'SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS SIX INCHES.  IT
 JZ3385'IS 197 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 44, 16 FEET WEST OF
 JZ3385'CENTERLINE OF RUSH COUNTY 450 W AND 4.3 FEET NORTH OF A STEEL
 JZ3385'FENCE POST WITH A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1165 ***********************************************************************
 JZ1165  DESIGNATION -  JONES
 JZ1165  PID         -  JZ1165
 JZ1165  STATE/COUNTY-  IN/WAYNE
 JZ1165  COUNTRY     -  US
 JZ1165  USGS QUAD   -  WHITEWATER (2019)
 JZ1165
 JZ1165                         *CURRENT SURVEY CONTROL
 JZ1165  ______________________________________________________________________
 JZ1165* NAD 83(1997) POSITION- 39 59 57.98773(N) 084 50 53.89716(W)   ADJUSTED
 JZ1165* NAVD 88 ORTHO HEIGHT -   381.815 (meters)     1252.67  (feet) ADJUSTED
 JZ1165  ______________________________________________________________________
 JZ1165  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 JZ1165  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 JZ1165  DYNAMIC HEIGHT  -        381.597 (meters)     1251.96  (feet) COMP
 JZ1165  MODELED GRAVITY -    980,044.5   (mgal)                       NAVD 88
 JZ1165
 JZ1165  HORZ ORDER      -  FIRST
 JZ1165  VERT ORDER      -  SECOND    CLASS 0
 JZ1165
 JZ1165.The horizontal coordinates were established by classical geodetic methods
 JZ1165.and adjusted by the National Geodetic Survey in May 1999.
 JZ1165
 JZ1165.The orthometric height was determined by differential leveling and
 JZ1165.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1165.in June 1991.
 JZ1165
 JZ1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1165.GEOID18 height accuracy estimate available here.
 JZ1165
 JZ1165.Click photographs - Photos may exist for this station.
 JZ1165
 JZ1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1165
 JZ1165.The dynamic height is computed by dividing the NAVD 88
 JZ1165.geopotential number by the normal gravity value computed on the
 JZ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1165.degrees latitude (g = 980.6199 gals.).
 JZ1165
 JZ1165.The modeled gravity was interpolated from observed gravity values.
 JZ1165
 JZ1165. The following values were computed from the NAD 83(1997) position.
 JZ1165
 JZ1165;                    North         East     Units Scale Factor Converg.
 JZ1165;SPC IN E     -   527,776.375   169,881.737   MT  1.00002676   +0 31 33.8
 JZ1165;SPC IN E     - 1,731,546.32    557,353.67   sFT  1.00002676   +0 31 33.8
 JZ1165;SPC OH S     -   224,578.227   399,491.476   MT  0.99999347   -1 29 24.2
 JZ1165;SPC OH S     -   736,803.73  1,310,664.95   sFT  0.99999347   -1 29 24.2
 JZ1165;UTM  16      - 4,429,912.648   683,677.146   MT  1.00001534   +1 23 00.4
 JZ1165
 JZ1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1165!SPC IN E     -   0.99994538  x   1.00002676  =   0.99997214
 JZ1165!SPC OH S     -   0.99994538  x   0.99999347  =   0.99993885
 JZ1165!UTM  16      -   0.99994538  x   1.00001534  =   0.99996072
 JZ1165
 JZ1165:                Primary Azimuth Mark                     Grid Az
 JZ1165:SPC IN E     -  JONES AZ MK                              007 55 19.4
 JZ1165:SPC OH S     -  JONES AZ MK                              009 56 17.4
 JZ1165:UTM  16      -  JONES AZ MK                              007 03 52.8
 JZ1165
 JZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8367729912(NAD 83)
 JZ1165
 JZ1165|---------------------------------------------------------------------|
 JZ1165| PID    Reference Object                     Distance      Geod. Az  |
 JZ1165|                                                           dddmmss.s |
 JZ1165| LA0451 JONES AZ MK                                        0082653.2 |
 JZ1165| JZ1167 JONES RM 1                          141.610 METERS 07220     |
 JZ1165| JZ3282 BEACON 7R JUNC HWY 320 US 40        APPROX.18.8 KM 1654124.1 |
 JZ1165| JZ1166 JONES RM 2                          107.412 METERS 17853     |
 JZ1165|---------------------------------------------------------------------|
 JZ1165
 JZ1165                          SUPERSEDED SURVEY CONTROL
 JZ1165
 JZ1165  NAD 83(1995)-  39 59 57.98731(N)    084 50 53.89638(W) AD(       ) 1
 JZ1165  NAD 83(1986)-  39 59 57.99280(N)    084 50 53.90562(W) AD(       ) 1
 JZ1165  NAD 27      -  39 59 57.81800(N)    084 50 54.03700(W) AD(       ) 1
 JZ1165  NGVD 29 (??/??/92)  381.948  (m)         1253.11   (f) ADJ UNCH    2 0
 JZ1165  NGVD 29             381.95   (m)         1253.1    (f) LEVELING    3  
 JZ1165
 JZ1165.Superseded values are not recommended for survey control.
 JZ1165
 JZ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1165.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1165
 JZ1165_MARKER: DS = TRIANGULATION STATION DISK
 JZ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1165_STAMPING: JONES 1932
 JZ1165_MARK LOGO: CGS
 JZ1165_PROJECTION: RECESSED 25 CENTIMETERS
 JZ1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1165+STABILITY: SURFACE MOTION
 JZ1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1165+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 JZ1165
 JZ1165  HISTORY     - Date     Condition        Report By
 JZ1165  HISTORY     - 1932     MONUMENTED       CGS
 JZ1165  HISTORY     - 1947     GOOD             CGS
 JZ1165  HISTORY     - 1975     GOOD             NGS
 JZ1165  HISTORY     - 1980     GOOD             NGS
 JZ1165  HISTORY     - 20140801 GOOD             INDIV
 JZ1165
 JZ1165                          STATION DESCRIPTION
 JZ1165
 JZ1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ1165'THE STATION IS ABOUT 4.5 MILES SOUTH OF SPARTANBURG, 3 MILES NORTH
 JZ1165'AND 3 MILES EAST OF FOUNTAIN CITY, 0.4 MILE SOUTH OF THE RANDOLPH
 JZ1165'AND WAYNE COUNTY LINE, ON THE WEST SIDE OF THE NORTHWEST 1/4 SEC. 2,
 JZ1165'T. 15 N., R. 1 W., ON LAND BELONGING TO RALPH JONES. JONES
 JZ1165'STATION IS 5.5 METERS EAST OF THE CENTER LINE OF A NORTH-SOUTH
 JZ1165'SECTION-LINE ROAD, AND 0.6 METER EAST OF A HEDGE FENCE ON THE
 JZ1165'EASTERN SIDE OF THE ROAD, AND ABOUT 110 METERS NORTH OF A FENCE
 JZ1165'CORNER. THE SURFACE STATION IS ABOUT 1 FOOT BELOW THE SURFACE
 JZ1165'OF THE GROUND.
 JZ1165'
 JZ1165'THE AZIMUTH MARK IS 5.5 METERS SOUTH OF THE CENTER LINE OF AN
 JZ1165'EAST-WEST SECTION-LINE ROAD IN THE SOUTH RIGHT-OF-WAY FENCE, 3.5
 JZ1165'METERS EAST OF A TELEPHONE POLE, AND ABOUT 130 METERS EAST OF A
 JZ1165'T-ROAD.
 JZ1165'
 JZ1165'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE AND IS
 JZ1165'APPROXIMATELY 140 METERS SOUTH OF A WOODEN GATE BETWEEN TWO
 JZ1165'CULTIVATED FIELDS.
 JZ1165'
 JZ1165'REFERENCE MARK NO. 2 IS 9 METERS EAST OF THE CENTER LINE OF THE
 JZ1165'NORTH-SOUTH SECTION-LINE ROAD, 5 METERS EAST OF THE EASTERN
 JZ1165'RIGHT-OF-WAY FENCE AND 0.5 METER NORTH OF AN EAST-WEST HEDGE FENCE.
 JZ1165'
 JZ1165'TO REACH THE STATION FROM BETHEL, GO WEST ON A GRAVEL SECTION-LINE
 JZ1165'ROAD FROM ITS JUNCTION WITH STATE HIGHWAY 227 FOR 0.9 MILE TO
 JZ1165'A SECTION-LINE ROAD TO THE NORTH, TURN NORTH HERE AND GO 0.8 MILE TO
 JZ1165'THE STATION ON THE EAST SIDE OF THE ROAD.
 JZ1165
 JZ1165                          STATION RECOVERY (1947)
 JZ1165
 JZ1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1165'2.8 MI NW FROM BETHEL.
 JZ1165'1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1165'BETHEL, THENCE 1.0 MILE WEST ALONG THE WAYNE-RANDOLPH COUNTY LINE
 JZ1165'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 9 YARDS
 JZ1165'SOUTH OF THE TOP OF A GRADE, 18 FEET EAST OF THE CENTERLINE
 JZ1165'OF THE GRAVEL ROAD, 0.9 FOOT WEST OF THE FENCE, 465 FEET
 JZ1165'WEST-SOUTHWEST OF R.M. NO. 1, 353 FEET NORTH OF R.M. NO. 2, 2
 JZ1165'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1165'ROAD AND SET IN THE TOP OF A CONCRETE POST 8 INCHES BELOW THE
 JZ1165'SURFACE OF THE GROUND.
 JZ1165
 JZ1165                          STATION RECOVERY (1975)
 JZ1165
 JZ1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JZ1165'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 JZ1165'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY
 JZ1165'LARGE TREES AND BUILDING ON LINE.  THERE WAS NO OBJECT VISIBLE TO
 JZ1165'SET A NEW AZIMUTH MARK.  THE ANGLE BETWEEN REFERENCE MARKS 1 AND 2
 JZ1165'CHECKED THE 1932 DATA.  REFERENCE MARK 1 DISTANCE WAS FOUND TO BE
 JZ1165'SHORTER BY 0.11 METER, REFERENCE MARK 2 WAS FOUND TO BE SHORTER
 JZ1165'BY 0.09 METER.
 JZ1165'
 JZ1165'TO REACH THE STATION FROM STATE ROAD 227 AND BETHEL ROAD IN
 JZ1165'BETHEL, GO NORTH ON STATE ROAD 227 FOR 1.3 MILES TO THE
 JZ1165'RANDOLPH-WAYNE COUNTY LINE AT A CROSSROAD.  TURN LEFT AND GO WEST
 JZ1165'ON COUNTY LINE ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JZ1165'CONTINUE AHEAD FOR 0.05 MILE TO N CART ROAD.  TURN LEFT AND GO
 JZ1165'SOUTH ON N CART ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT EAST
 JZ1165'SIDE OF THE ROAD AS DESCRIBED.  IT IS 58 FEET NORTH OF A TELEPHONE
 JZ1165'POLE, 16 FEET EAST OF THE CENTERLINE OF N CART ROAD, 1 FOOT WEST
 JZ1165'OF A FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK IS
 JZ1165'10 INCHES UNDERGROUND AND THE DISK IS STAMPED JONES 1932.
 JZ1165'
 JZ1165'REFERENCE MARK 1 IS 22 FEET NORTH OF A 8 INCH ELM TREE, 1 FOOT EAST
 JZ1165'OF A FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK
 JZ1165'PROJECTS 6 INCHES AND THE DISK IS STAMPED JONES NO 1 1932.
 JZ1165'
 JZ1165'REFERENCE MARK 2 IS 33 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET
 JZ1165'EAST OF THE CENTERLINE OF N CART ROAD, 13 FEET EAST OF A FENCE
 JZ1165'CORNER AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 6
 JZ1165'INCHES AND THE DISK IS STAMPED JONES NO 2 1932.
 JZ1165'
 JZ1165'THE AZIMUTH MARK IS 308 FEET EAST OF THE CENTERLINE OF N CART
 JZ1165'ROAD, 72 FEET EAST OF A TELEPHONE POLE, 17 FEET SOUTH OF THE
 JZ1165'CENTERLINE OF COUNTY LINE ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 JZ1165'POST AND 0.5 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 5 INCHES
 JZ1165'AND THE DISK IS STAMPED JONES 1932 AZIMUTH.
 JZ1165'
 JZ1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BETHEL, 1 MILE
 JZ1165'NORTHWEST.
 JZ1165
 JZ1165                          STATION RECOVERY (1980)
 JZ1165
 JZ1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (KM)
 JZ1165'JONES 1932 RECOVERED GOOD.
 JZ1165'
 JZ1165'JONES 1932 (AZIM) RECOVERED GOOD.
 JZ1165'
 JZ1165'RM 1 DID NOT LOOK FOR - ON PRIVATE PROPERTY.
 JZ1165'
 JZ1165'JONES 1932 RM 2 RECOVERED GOOD.
 JZ1165'
 JZ1165'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES S OF
 JZ1165'SPARTANBURG.
 JZ1165
 JZ1165                          STATION RECOVERY (2014)
 JZ1165
 JZ1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HEI)
 JZ1165'RECOVERED JONES STATION AS DESCRIBED, JONES RM 1 IN GOOD CONDITION,
 JZ1165'JONES RM 2 IN GOOD CONDITION, JONES AZ MARK IN GOOD CONDITION. THE
 JZ1165'DESCRIPTION IS ADEQUATE FOR RECOVERY. NO WITNESS POST WAS FOUND FOR
 JZ1165'JONES STATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0451 ***********************************************************************
 LA0451  DESIGNATION -  JONES AZ MK
 LA0451  PID         -  LA0451
 LA0451  STATE/COUNTY-  IN/WAYNE
 LA0451  COUNTRY     -  US
 LA0451  USGS QUAD   -  SPARTANBURG (2019)
 LA0451
 LA0451                         *CURRENT SURVEY CONTROL
 LA0451  ______________________________________________________________________
 LA0451* NAD 83(1986) POSITION- 40 00 20.     (N) 084 50 50.     (W)   SCALED
 LA0451* NAVD 88 ORTHO HEIGHT -   376.536 (meters)     1235.35  (feet) ADJUSTED
 LA0451  ______________________________________________________________________
 LA0451  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 LA0451  DYNAMIC HEIGHT  -        376.324 (meters)     1234.66  (feet) COMP
 LA0451  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 LA0451
 LA0451  VERT ORDER      -  SECOND    CLASS 0
 LA0451
 LA0451.The horizontal coordinates were scaled from a map and have
 LA0451.an estimated accuracy of +/- 6 seconds.
 LA0451
 LA0451.The orthometric height was determined by differential leveling and
 LA0451.adjusted by the NATIONAL GEODETIC SURVEY
 LA0451.in June 1991.
 LA0451
 LA0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0451.GEOID18 height accuracy estimate available here.
 LA0451
 LA0451.Click photographs - Photos may exist for this station.
 LA0451
 LA0451.The dynamic height is computed by dividing the NAVD 88
 LA0451.geopotential number by the normal gravity value computed on the
 LA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0451.degrees latitude (g = 980.6199 gals.).
 LA0451
 LA0451.The modeled gravity was interpolated from observed gravity values.
 LA0451
 LA0451;                    North         East    Units  Estimated Accuracy
 LA0451;SPC IN E     -   528,460.      169,970.      MT  (+/- 180 meters Scaled)
 LA0451
 LA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK837305(NAD 83)
 LA0451
 LA0451                          SUPERSEDED SURVEY CONTROL
 LA0451
 LA0451  NGVD 29 (??/??/92)  376.673  (m)         1235.80   (f) ADJ UNCH    2 0
 LA0451
 LA0451.Superseded values are not recommended for survey control.
 LA0451
 LA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0451.See file dsdata.pdf to determine how the superseded data were derived.
 LA0451
 LA0451_MARKER: DR = REFERENCE MARK DISK
 LA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0451_STAMPING: JONES AZIMUTH 1932
 LA0451_MARK LOGO: CGS
 LA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0451+STABILITY: SURFACE MOTION
 LA0451
 LA0451  HISTORY     - Date     Condition        Report By
 LA0451  HISTORY     - 1932     MONUMENTED       CGS
 LA0451  HISTORY     - 1947     GOOD             CGS
 LA0451
 LA0451                          STATION DESCRIPTION
 LA0451
 LA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0451'2.2 MI NW FROM BETHEL.
 LA0451'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0451'AT BETHEL, THENCE ABOUT 0.95 MILE WEST ALONG THE WAYNE-RANDOLPH
 LA0451'COUNTY LINE ROAD, 95 YARDS EAST OF THE T JUNCTION OF A ROAD
 LA0451'LEADING SOUTH, 19 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 LA0451'LINE ROAD, 0.3 FOOT SOUTH OF THE FENCE LINE, 147 FEET WEST OF
 LA0451'A CONCRETE FENCE POST, 12.5 FEET EAST OF A TELEPHONE POLE,
 LA0451'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0451'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0451'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1167 ***********************************************************************
 JZ1167  DESIGNATION -  JONES RM 1
 JZ1167  PID         -  JZ1167
 JZ1167  STATE/COUNTY-  IN/WAYNE
 JZ1167  COUNTRY     -  US
 JZ1167  USGS QUAD   -  WHITEWATER (2019)
 JZ1167
 JZ1167                         *CURRENT SURVEY CONTROL
 JZ1167  ______________________________________________________________________
 JZ1167* NAD 83(1986) POSITION- 39 59 59.38   (N) 084 50 48.21   (W)   HD_HELD1
 JZ1167* NAVD 88 ORTHO HEIGHT -   379.658 (meters)     1245.59  (feet) ADJUSTED
 JZ1167  ______________________________________________________________________
 JZ1167  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 JZ1167  DYNAMIC HEIGHT  -        379.442 (meters)     1244.89  (feet) COMP
 JZ1167  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 JZ1167
 JZ1167  VERT ORDER      -  SECOND    CLASS 0
 JZ1167
 JZ1167.The horizontal coordinates were determined by differentially corrected
 JZ1167.hand held GPS observations or other comparable positioning techniques
 JZ1167.and have an estimated accuracy of +/- 3 meters.
 JZ1167
 JZ1167.The orthometric height was determined by differential leveling and
 JZ1167.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1167.in June 1991.
 JZ1167
 JZ1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1167.GEOID18 height accuracy estimate available here.
 JZ1167
 JZ1167.Click photographs - Photos may exist for this station.
 JZ1167
 JZ1167.The dynamic height is computed by dividing the NAVD 88
 JZ1167.geopotential number by the normal gravity value computed on the
 JZ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1167.degrees latitude (g = 980.6199 gals.).
 JZ1167
 JZ1167.The modeled gravity was interpolated from observed gravity values.
 JZ1167
 JZ1167;                    North         East    Units  Estimated Accuracy
 JZ1167;SPC IN E     -   527,820.6     170,016.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1167
 JZ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8381029958(NAD 83)
 JZ1167
 JZ1167                          SUPERSEDED SURVEY CONTROL
 JZ1167
 JZ1167  NGVD 29 (??/??/92)  379.792  (m)         1246.03   (f) ADJ UNCH    2 0
 JZ1167
 JZ1167.Superseded values are not recommended for survey control.
 JZ1167
 JZ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1167.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1167
 JZ1167_MARKER: DR = REFERENCE MARK DISK
 JZ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1167_STAMPING: JONES NO 1 1932
 JZ1167_MARK LOGO: CGS
 JZ1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1167+STABILITY: SURFACE MOTION
 JZ1167
 JZ1167  HISTORY     - Date     Condition        Report By
 JZ1167  HISTORY     - 1932     MONUMENTED       CGS
 JZ1167  HISTORY     - 1947     GOOD             CGS
 JZ1167
 JZ1167                          STATION DESCRIPTION
 JZ1167
 JZ1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1167'2.8 MI NW FROM BETHEL.
 JZ1167'1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1167'BETHEL, THENCE ABOUT 1.0 MILE WEST ALONG THE WAYNE-RANDOLPH
 JZ1167'COUNTY LINE ROAD, THENCE ABOUT 0.45 MILE SOUTH ALONG A GRAVEL
 JZ1167'ROAD, 450 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 0.6
 JZ1167'FOOT EAST OF A NORTH-SOUTH FIELD FENCE, 465 FEET EAST-NORTHEAST
 JZ1167'OF THE STATION MARK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 JZ1167'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1166 ***********************************************************************
 JZ1166  DESIGNATION -  JONES RM 2
 JZ1166  PID         -  JZ1166
 JZ1166  STATE/COUNTY-  IN/WAYNE
 JZ1166  COUNTRY     -  US
 JZ1166  USGS QUAD   -  WHITEWATER (2019)
 JZ1166
 JZ1166                         *CURRENT SURVEY CONTROL
 JZ1166  ______________________________________________________________________
 JZ1166* NAD 83(1986) POSITION- 39 59 54.51   (N) 084 50 53.81   (W)   HD_HELD1
 JZ1166* NAVD 88 ORTHO HEIGHT -   379.873 (meters)     1246.30  (feet) ADJUSTED
 JZ1166  ______________________________________________________________________
 JZ1166  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JZ1166  DYNAMIC HEIGHT  -        379.656 (meters)     1245.59  (feet) COMP
 JZ1166  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 JZ1166
 JZ1166  VERT ORDER      -  SECOND    CLASS 0
 JZ1166
 JZ1166.The horizontal coordinates were determined by differentially corrected
 JZ1166.hand held GPS observations or other comparable positioning techniques
 JZ1166.and have an estimated accuracy of +/- 3 meters.
 JZ1166
 JZ1166.The orthometric height was determined by differential leveling and
 JZ1166.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1166.in June 1991.
 JZ1166
 JZ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1166.GEOID18 height accuracy estimate available here.
 JZ1166
 JZ1166.Click photographs - Photos may exist for this station.
 JZ1166
 JZ1166.The dynamic height is computed by dividing the NAVD 88
 JZ1166.geopotential number by the normal gravity value computed on the
 JZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1166.degrees latitude (g = 980.6199 gals.).
 JZ1166
 JZ1166.The modeled gravity was interpolated from observed gravity values.
 JZ1166
 JZ1166;                    North         East    Units  Estimated Accuracy
 JZ1166;SPC IN E     -   527,669.1     169,884.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1166
 JZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8368129805(NAD 83)
 JZ1166
 JZ1166                          SUPERSEDED SURVEY CONTROL
 JZ1166
 JZ1166  NGVD 29 (??/??/92)  380.006  (m)         1246.74   (f) ADJ UNCH    2 0
 JZ1166
 JZ1166.Superseded values are not recommended for survey control.
 JZ1166
 JZ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1166.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1166
 JZ1166_MARKER: DR = REFERENCE MARK DISK
 JZ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1166_STAMPING: JONES NO 2 1932
 JZ1166_MARK LOGO: CGS
 JZ1166_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1166+STABILITY: SURFACE MOTION
 JZ1166
 JZ1166  HISTORY     - Date     Condition        Report By
 JZ1166  HISTORY     - 1932     MONUMENTED       CGS
 JZ1166  HISTORY     - 1947     GOOD             CGS
 JZ1166
 JZ1166                          STATION DESCRIPTION
 JZ1166
 JZ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1166'2.8 MI NW FROM BETHEL.
 JZ1166'1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1166'BETHEL, THENCE 1.0 MILE WEST ALONG THE WAYNE-RANDOLPH COUNTY
 JZ1166'LINE ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD, AT A
 JZ1166'HEDGE ROW FENCE CORNER, 29.5 FEET EAST OF THE CENTER LINE OF
 JZ1166'THE GRAVEL ROAD, 12.7 FEET EAST OF THE FENCE CORNER, 1 FOOT NORTH OF
 JZ1166'THE HEDGE FENCE LINE, 353 FEET SOUTH OF THE STATION MARK, 1.5 FEET
 JZ1166'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1166'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2125 ***********************************************************************
 LA2125  DESIGNATION -  JONESBORO PARANITE WIRE CO TK
 LA2125  PID         -  LA2125
 LA2125  STATE/COUNTY-  IN/GRANT
 LA2125  COUNTRY     -  US
 LA2125  USGS QUAD   -  FAIRMOUNT (2019)
 LA2125
 LA2125                         *CURRENT SURVEY CONTROL
 LA2125  ______________________________________________________________________
 LA2125* NAD 83(1997) POSITION- 40 29 17.51062(N) 085 37 51.40823(W)   ADJUSTED
 LA2125  ______________________________________________________________________
 LA2125  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 LA2125  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 LA2125  HORZ ORDER      -  THIRD
 LA2125
 LA2125.The horizontal coordinates were established by classical geodetic methods
 LA2125.and adjusted by the National Geodetic Survey in May 1999.
 LA2125
 LA2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2125.GEOID18 height accuracy estimate available here.
 LA2125
 LA2125.Click photographs - Photos may exist for this station.
 LA2125
 LA2125.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2125
 LA2125. The following values were computed from the NAD 83(1997) position.
 LA2125
 LA2125;                    North         East     Units Scale Factor Converg.
 LA2125;SPC IN E     -   581,725.554   103,028.329   MT  0.99996678   +0 01 23.5
 LA2125;SPC IN E     - 1,908,544.59    338,018.78   sFT  0.99996678   +0 01 23.5
 LA2125;UTM  16      - 4,482,844.790   616,027.247   MT  0.99976571   +0 53 20.4
 LA2125
 LA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1602782844(NAD 83)
 LA2125
 LA2125                          SUPERSEDED SURVEY CONTROL
 LA2125
 LA2125  NAD 83(1995)-  40 29 17.51394(N)    085 37 51.42098(W) AD(       ) 3
 LA2125  NAD 83(1986)-  40 29 17.51403(N)    085 37 51.42163(W) AD(       ) 3
 LA2125  NAD 27      -  40 29 17.37200(N)    085 37 51.51400(W) AD(       ) 3
 LA2125
 LA2125.Superseded values are not recommended for survey control.
 LA2125
 LA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2125.See file dsdata.pdf to determine how the superseded data were derived.
 LA2125
 LA2125_MARKER: 53 = ELEVATED TANK
 LA2125
 LA2125  HISTORY     - Date     Condition        Report By
 LA2125  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2125  HISTORY     - 1964     GOOD             CGS
 LA2125
 LA2125                          STATION DESCRIPTION
 LA2125
 LA2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA2125'THE STATION WAS RECOVERED IN GOOD CONDITION.  LOCAL AUTHORITIES
 LA2125'STATE THE TANK IS ESSENTIALLY UNCHANGED SINCE THE POSITION WAS
 LA2125'ESTABLISHED.  THE STATION HAS NOT BEEN DESCRIBED, A MODERN DAY
 LA2125'DESCRIPTION FOLLOWS--
 LA2125'
 LA2125'THE STATION IS LOCATED ON THE GROUNDS OF THE PARANITE WIRE AND STEEL
 LA2125'CO. PLANT IN THE NORTHWEST PART OF JONESBORO.  THE TANK IS THE
 LA2125'NORTHERLY AND TALLER OF TWO TANKS.  THE STATION IS LOCATED AT THE
 LA2125'EAST END OF A LOW WAREHOUSE, ABOUT 350 FEET NORTH OF PEARL STREET.
 LA2125'THE MARK IS THE BALL ON THE TOP OF THE CONICAL ROOF OF A
 LA2125'HEMI-SPHERICAL BOTTOM TANK MOUNTED ON FOUR INCLINED LATTICE
 LA2125'LEGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2123 ***********************************************************************
 ME2123  DESIGNATION -  JORDAN
 ME2123  PID         -  ME2123
 ME2123  STATE/COUNTY-  IN/LAKE
 ME2123  COUNTRY     -  US
 ME2123  USGS QUAD   -  GARY (2019)
 ME2123
 ME2123                         *CURRENT SURVEY CONTROL
 ME2123  ______________________________________________________________________
 ME2123* NAD 83(1997) POSITION- 41 36 01.69474(N) 087 19 05.57551(W)   ADJUSTED
 ME2123* NAVD 88 ORTHO HEIGHT -   183.340 (meters)      601.51  (feet) ADJUSTED
 ME2123  ______________________________________________________________________
 ME2123  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 ME2123  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2123  DYNAMIC HEIGHT  -        183.272 (meters)      601.28  (feet) COMP
 ME2123  MODELED GRAVITY -    980,250.5   (mgal)                       NAVD 88
 ME2123
 ME2123  HORZ ORDER      -  SECOND
 ME2123  VERT ORDER      -  FIRST     CLASS II
 ME2123
 ME2123.The horizontal coordinates were established by classical geodetic methods
 ME2123.and adjusted by the National Geodetic Survey in May 1999.
 ME2123
 ME2123.The orthometric height was determined by differential leveling and
 ME2123.adjusted by the NATIONAL GEODETIC SURVEY
 ME2123.in June 1991.
 ME2123
 ME2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2123.GEOID18 height accuracy estimate available here.
 ME2123
 ME2123.Click photographs - Photos may exist for this station.
 ME2123
 ME2123.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2123
 ME2123.The dynamic height is computed by dividing the NAVD 88
 ME2123.geopotential number by the normal gravity value computed on the
 ME2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2123.degrees latitude (g = 980.6199 gals.).
 ME2123
 ME2123.The modeled gravity was interpolated from observed gravity values.
 ME2123
 ME2123. The following values were computed from the NAD 83(1997) position.
 ME2123
 ME2123;                    North         East     Units Scale Factor Converg.
 ME2123;SPC IN W     -   705,270.733   880,419.233   MT  0.99997138   -0 09 21.4
 ME2123;SPC IN W     - 2,313,875.73  2,888,508.77   sFT  0.99997138   -0 09 21.4
 ME2123;UTM  16      - 4,605,467.391   473,481.933   MT  0.99960865   -0 12 40.6
 ME2123
 ME2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2123!SPC IN W     -   0.99997651  x   0.99997138  =   0.99994790
 ME2123!UTM  16      -   0.99997651  x   0.99960865  =   0.99958517
 ME2123
 ME2123:                Primary Azimuth Mark                     Grid Az
 ME2123:SPC IN W     -  ROOSEVELT                                219 54 12.2
 ME2123:UTM  16      -  ROOSEVELT                                219 57 31.4
 ME2123
 ME2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7348105467(NAD 83)
 ME2123
 ME2123|---------------------------------------------------------------------|
 ME2123| PID    Reference Object                     Distance      Geod. Az  |
 ME2123|                                                           dddmmss.s |
 ME2123| CM2915 JORDAN RM 1                          25.937 METERS 10401     |
 ME2123| CM2916 JORDAN RM 2                          10.154 METERS 19820     |
 ME2123| ME2483 ROOSEVELT                           APPROX. 3.7 KM 2194450.8 |
 ME2123| CM2914 JORDAN AZ MK                                       2921946.0 |
 ME2123|---------------------------------------------------------------------|
 ME2123
 ME2123                          SUPERSEDED SURVEY CONTROL
 ME2123
 ME2123  NAD 83(1994)-  41 36 01.70073(N)    087 19 05.58142(W) AD(       ) 2
 ME2123  NAD 83(1986)-  41 36 01.70079(N)    087 19 05.58132(W) AD(       ) 2
 ME2123  NAD 27      -  41 36 01.57660(N)    087 19 05.45230(W) AD(       ) 2
 ME2123  NGVD 29 (01/19/93)  183.451  (m)          601.87   (f) ADJUSTED    1 2
 ME2123  NGVD 29 (??/??/92)  183.450  (m)          601.87   (f) SUPERSEDED  1 2
 ME2123
 ME2123.Superseded values are not recommended for survey control.
 ME2123
 ME2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2123.See file dsdata.pdf to determine how the superseded data were derived.
 ME2123
 ME2123_MARKER: DS = TRIANGULATION STATION DISK
 ME2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2123_STAMPING: JORDAN 1952
 ME2123_MARK LOGO: CGS
 ME2123_PROJECTION: FLUSH
 ME2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2123+STABILITY: SURFACE MOTION
 ME2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2123+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2021
 ME2123
 ME2123  HISTORY     - Date     Condition        Report By
 ME2123  HISTORY     - 1952     MONUMENTED       CGS
 ME2123  HISTORY     - 1961     GOOD             CGS
 ME2123  HISTORY     - 1977     GOOD             BRADY
 ME2123  HISTORY     - 1978     GOOD             NGS
 ME2123  HISTORY     - 1985     GOOD             NGS
 ME2123  HISTORY     - 20100916 GOOD             USACE
 ME2123  HISTORY     - 20210625 GOOD             IN-089
 ME2123
 ME2123                          STATION DESCRIPTION
 ME2123
 ME2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2123'STATION IS LOCATED IN THE EAST SECTION OF GARY IN THE CENTER OF A
 ME2123'SMALL TRIANGLE FORMED BY THE INTERSECTIONS OF U.S. HIGHWAY NOS. 12 AND
 ME2123'20, 6TH AVENUE AND INDIANA STREET.  THIS TRIANGLE FORMS A SMALL PARK,
 ME2123'DEDICATED TO HENRY JORDAN AND IS KNOWN AS ISLAND PARK.  THE STATION IS
 ME2123'84 FEET EAST OF THE CENTER OF THE STREET, 59 FEET SOUTH OF THE CENTER
 ME2123'OF THE HIGHWAY, 50 FEET NORTH OF THE CENTER OF THE AVENUE AND 24 FEET
 ME2123'WEST OF A FLAG POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JORDAN
 ME2123'1952.
 ME2123'
 ME2123'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE STREET AND
 ME2123'12 FEET SOUTHWEST OF A SMALL STONE MONUMENT.  THE MARK IS FLUSH AND
 ME2123'THE DISK IS STAMPED JORDAN NO 1 1952.
 ME2123'
 ME2123'REFERENCE MARK NO. 2 IS 84 FEET EAST OF THE CENTER OF THE AVENUE AND
 ME2123'14 FEET NORTH OF THE CENTER OF THE STREET.  THE MARK IS FLUSH AND THE
 ME2123'DISK IS STAMPED JORDAN NO 2 1952.
 ME2123'
 ME2123'AZIMUTH MARK IS 48 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY NOS.
 ME2123'12 AND 20, AND TENNESSEE STREET, 18 FEET SOUTH OF THE SOUTH RAIL OF A
 ME2123'RAILROAD TRACK, 5 FEET EAST OF A POWER LINE POLE AND 3 FEET EAST OF A
 ME2123'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2123'STAMPED JORDAN 1952.
 ME2123'
 ME2123'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2123
 ME2123                          STATION RECOVERY (1961)
 ME2123
 ME2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 ME2123'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 ME2123'DESCRIBED.  ORIGINAL AZIMUTH MARK WAS DESTROYED AFTER THE
 ME2123'ESTABLISHMENT OF RESET 1961 EXACTLY ON ORIGINAL LINE PRODUCED ABOUT 20
 ME2123'YARDS WHICH LINE IS NOW OBSTRUCTED BUT CLEARED BY A ONE-FOOT OFFSET.
 ME2123'
 ME2123'ABOUT 1.1 MILES E AND ESE ALONG FIFTH AVENUE AND NOS. 12 AND 20
 ME2123'COMBINED U.S. HIGHWAYS FROM THEIR INTERSECTION WITH BROADWAY IN GARY
 ME2123'(INTERSECTION IS ONE BLOCK S OF THE COURTHOUSE) TO SMALL TRIANGULAR
 ME2123'CITY JORDAN PARK AND STATION, 83 FEET E OF CENTER LINE OF INDIANA
 ME2123'STREET PROJECTED FROM THE S, 59 FEET SSW OF CENTER LINE OF 40-FOOT
 ME2123'HWY. PAVEMENT, 51-1/2 FEET N OF CENTER LINE OF 31-FOOT PAVEMENT OF
 ME2123'SIXTH AVENUE, DISKS STAMPED JORDAN 1952 FLUSH WITH THE GROUND SURFACE.
 ME2123'
 ME2123'REFERENCE STAMPED JORDAN NO 1 1952, FLUSH, IS 85.09 FEET OR 25.935
 ME2123'METERS ESE OF STATION, 9-1/2 FEET SSW OF SW CORNER OF 4-FOOT-SQUARE
 ME2123'CONCRETE BASE OF JORDAN PARK DEDICATION-TABLET BOULDER MONUMENT, AND 3
 ME2123'FEET W OF PROJECTED LINE OF W SIDE OF SAME.
 ME2123'
 ME2123'REFERENCE STAMPED JORDAN NO 2 1952, FLUSH, IS 33.30 FEET OR 10.150
 ME2123'METERS SSW OF STATION, 72 FEET W OF SAID CENTER LINE OF INDIANA
 ME2123'STREET, 19-1/2 FEET N OF CENTER LINE OR 4.2 FEET N OF N CURB OF SIXTH
 ME2123'AVENUE.
 ME2123'
 ME2123'AZIMUTH STAMPED JORDAN RESET 1961, FLUSH, IS ABOUT 0.25 MILE WNW OF
 ME2123'STATION, 64 FEET NNE OF CENTER LINE OF 40-FOOT HWY. PAVEMENT, 61 FEET
 ME2123'W OF PROJECTED CENTER LINE OF 32-FOOT TENNESSEE STREET FROM S, 11.8
 ME2123'FEET S OF S RAIL OF C.S.S. AND S. B. R.R. DOUBLE TRACKS, AND 1.2 FEET
 ME2123'LOWER THAN TOP OF SAME.
 ME2123
 ME2123                          STATION RECOVERY (1977)
 ME2123
 ME2123'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME2123'JORDAN 1952 RECOVERED GOOD.  JORDAN RESET 1961 DID NOT FIND.  JORDAN
 ME2123'NO 1 1952 RECOVERED GOOD.  JORDAN NO 2 1952 DID NOT FIND.  DISTANCE
 ME2123'AND DIRECTION FROM NEAREST TOWN--E. PART OF GARY.
 ME2123
 ME2123                          STATION RECOVERY (1978)
 ME2123
 ME2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME2123'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 ME2123'1961 RESET AZIMUTH MARK WAS NOT FOUND AND SHOULD BE CONSIDERED
 ME2123'DESTROYED.  THERE WAS NO VISIBLE OBJECT TO ESTABLISH A NEW AZIMUTH
 ME2123'MARK.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED
 ME2123'FAVORABALLY.
 ME2123'
 ME2123'STATION IS LOCATED IN A SMALL TRIANGLE FORMED BY U.S. HIGHWAY 20
 ME2123'(FIFTH AVENUE) TO THE NORTH, SIXTH AVENUE TO THE SOUTH AND MARTIN
 ME2123'LUTHER KING DRIVE TO THE WEST, AND LOCALLY KNOWN AS JORDAN PARK.
 ME2123'
 ME2123'STATION IS 83 FEET EAST OF THE CENTERLINE OF MARTIN LUTHER KING
 ME2123'DRIVE, 46 FEET NORTH OF THE CENTERLINE OF SIXTH AVENUE, 20.8 FEET
 ME2123'SOUTH OF POWER POLE NO. 175/178, 23.8 FEET EAST OF A 10X10 INCH
 ME2123'CONCRETE POST WITH A 2 INCH DIAMETER PIPE PROJECTING 12 INCHES,
 ME2123'9.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE OF A
 ME2123'CROSS AND 11 FEET SOUTHEAST OF THE NORTHEAST CORNER OF SAME BASE.
 ME2123'THE MARK IS FLUSH AND THE DISK STAMPED JORDAN 1952.
 ME2123'
 ME2123'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTERLINE OF SIXTH AVENUE,
 ME2123'51 FEET WEST OF POWER POLE NO. 900/619, 10 FEET SOUTHWEST OF
 ME2123'SOUTHWEST CORNER OF LARGE STONE MONUMENT AND 22 FEET SOUTH OF THE
 ME2123'CURBING OF FIFTH AVENUE.  THE MARK IS FLUSH AND THE DISK STAMPED
 ME2123'JORDAN NO 1 1952.
 ME2123'
 ME2123'REFERENCE MARK 2 IS 16 FEET NORTH OF THE CENTERLINE OF SIXTH AVENUE,
 ME2123'34.5 FEET SOUTH OF THE SOUTHEAST CORNER OF BASE OF CROSS, 3.8 FEET
 ME2123'SOUTHEAST OF A CONCRETE MONUMENT TO HERMAN KUTCH AND 2 FEET NORTH
 ME2123'OF THE STREET CURBING.  THE MARK IS FLUSH AND THE DISK STAMPED
 ME2123'JORDAN NO 2 1952.
 ME2123'
 ME2123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST PART OF GARY.
 ME2123'
 ME2123'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2123
 ME2123                          STATION RECOVERY (1985)
 ME2123
 ME2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME2123'IN GARY, AT THE INTERSECTION OF 6TH AVENUE AND INDIANA STREET, NEAR
 ME2123'THE CENTER OF A SMALL PARK, 25.3 M (83.0 FT) EAST OF THE CENTER OF THE
 ME2123'STREET, 9.5 M (31.2 FT) NORTH OF THE CENTER OF THE AVENUE, AND 2.8 M
 ME2123'(9.2 FT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A LARGE
 ME2123'CROSS.  THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 ME2123
 ME2123                          STATION RECOVERY (2010)
 ME2123
 ME2123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (AF)
 ME2123'RECOVERED IN GOOD CONDITION.
 ME2123
 ME2123                          STATION RECOVERY (2021)
 ME2123
 ME2123'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2123'5 FT (1.5 M) EAST OF CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2187 ***********************************************************************
 LA2187  DESIGNATION -  JORDAN
 LA2187  PID         -  LA2187
 LA2187  STATE/COUNTY-  IN/HUNTINGTON
 LA2187  COUNTRY     -  US
 LA2187  USGS QUAD   -  MOUNT ETNA (2019)
 LA2187
 LA2187                         *CURRENT SURVEY CONTROL
 LA2187  ______________________________________________________________________
 LA2187* NAD 83(1997) POSITION- 40 42 38.60257(N) 085 34 40.30444(W)   ADJUSTED
 LA2187* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2187  ______________________________________________________________________
 LA2187  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 LA2187  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LA2187  HORZ ORDER      -  SECOND
 LA2187
 LA2187.The horizontal coordinates were established by classical geodetic methods
 LA2187.and adjusted by the National Geodetic Survey in May 1999.
 LA2187
 LA2187.The orthometric height was scaled from a topographic map.
 LA2187
 LA2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2187.GEOID18 height accuracy estimate available here.
 LA2187
 LA2187.Click photographs - Photos may exist for this station.
 LA2187
 LA2187.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2187
 LA2187. The following values were computed from the NAD 83(1997) position.
 LA2187
 LA2187;                    North         East     Units Scale Factor Converg.
 LA2187;SPC IN E     -   606,438.520   107,503.889   MT  0.99996736   +0 03 28.5
 LA2187;SPC IN E     - 1,989,623.71    352,702.34   sFT  0.99996736   +0 03 28.5
 LA2187;UTM  16      - 4,507,617.864   620,127.208   MT  0.99977762   +0 55 39.7
 LA2187
 LA2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2187!SPC IN E     -   0.99996539  x   0.99996736  =   0.99993275
 LA2187!UTM  16      -   0.99996539  x   0.99977762  =   0.99974302
 LA2187
 LA2187:                Primary Azimuth Mark                     Grid Az
 LA2187:SPC IN E     -  JORDAN AZ MK                             214 09 33.0
 LA2187:UTM  16      -  JORDAN AZ MK                             213 17 21.8
 LA2187
 LA2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2012707617(NAD 83)
 LA2187
 LA2187|---------------------------------------------------------------------|
 LA2187| PID    Reference Object                     Distance      Geod. Az  |
 LA2187|                                                           dddmmss.s |
 LA2187| CC9469 JORDAN RM 1                          47.341 METERS 06227     |
 LA2187| CC9470 JORDAN RM 2                          44.181 METERS 17755     |
 LA2187| CC9468 JORDAN AZ MK                                       2141301.5 |
 LA2187|---------------------------------------------------------------------|
 LA2187
 LA2187                          SUPERSEDED SURVEY CONTROL
 LA2187
 LA2187  NAD 83(1995)-  40 42 38.60458(N)    085 34 40.31617(W) AD(       ) 2
 LA2187  NAD 83(1986)-  40 42 38.60572(N)    085 34 40.31818(W) AD(       ) 2
 LA2187  NAD 27      -  40 42 38.44520(N)    085 34 40.40240(W) AD(       ) 2
 LA2187
 LA2187.Superseded values are not recommended for survey control.
 LA2187
 LA2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2187.See file dsdata.pdf to determine how the superseded data were derived.
 LA2187
 LA2187_MARKER: DS = TRIANGULATION STATION DISK
 LA2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2187_STAMPING: JORDAN 1948
 LA2187_MARK LOGO: CGS
 LA2187_PROJECTION: FLUSH
 LA2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2187+STABILITY: SURFACE MOTION
 LA2187
 LA2187  HISTORY     - Date     Condition        Report By
 LA2187  HISTORY     - 1948     MONUMENTED       CGS
 LA2187
 LA2187                          STATION DESCRIPTION
 LA2187
 LA2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2187'THE STATION IS LOCATED 10 MILES NORTHEAST OF MARION, 7 MILES NORTHWEST
 LA2187'OF VAN BUREN AND 2-1/2 MILES SOUTHWEST OF MT. ETNA ON THE WEST SIDE OF
 LA2187'STATE HIGHWAYS NO. 9 AND 37.
 LA2187'
 LA2187'IT IS 33 FEET WEST OF THE CENTER OF THE HIGHWAY, 20 FEET SOUTHEAST OF
 LA2187'A POWER LINE POLE AND 18 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 LA2187'MARK IS FLUSH AND THE DISK IS STAMPED JORDAN 1948.
 LA2187'
 LA2187'REFERENCE MARK NO. 1 IS 155.32 FEET NORTHEAST OF THE STATION.  IT IS
 LA2187'49 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A TELEPHONE
 LA2187'POLE AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 LA2187'THE DISK IS STAMPED JORDAN NO 1 1948.
 LA2187'
 LA2187'REFERENCE MARK NO. 2 IS 144.95 FEET SOUTH OF THE STATION.  IT IS 50
 LA2187'FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A TELEPHONE
 LA2187'POLE AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 LA2187'THE DISK IS STAMPED JORDAN NO 2 1948.
 LA2187'
 LA2187'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 52 FEET
 LA2187'EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A FENCELINE AND 1
 LA2187'FOOT NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND
 LA2187'THE DISK IS STAMPED JORDAN 1948.
 LA2187'
 LA2187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 37, AND 15
 LA2187'IN THE NORTH EDGE OF MARION GO NORTHEAST ON STATE HIGHWAYS 9 AND 37
 LA2187'FOR 10.8 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE
 LA2187'TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2187'
 LA2187'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0306 ***********************************************************************
 ME0306  DESIGNATION -  JOSEPH
 ME0306  PID         -  ME0306
 ME0306  STATE/COUNTY-  IN/MARSHALL
 ME0306  COUNTRY     -  US
 ME0306  USGS QUAD   -  PLYMOUTH (2019)
 ME0306
 ME0306                         *CURRENT SURVEY CONTROL
 ME0306  ______________________________________________________________________
 ME0306* NAD 83(1997) POSITION- 41 19 49.59300(N) 086 19 56.59087(W)   ADJUSTED
 ME0306* NAVD 88 ORTHO HEIGHT -   237.660 (meters)      779.72  (feet) ADJUSTED
 ME0306  ______________________________________________________________________
 ME0306  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 ME0306  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 ME0306  DYNAMIC HEIGHT  -        237.560 (meters)      779.39  (feet) COMP
 ME0306  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 ME0306
 ME0306  HORZ ORDER      -  SECOND
 ME0306  VERT ORDER      -  SECOND    CLASS 0
 ME0306
 ME0306.The horizontal coordinates were established by classical geodetic methods
 ME0306.and adjusted by the National Geodetic Survey in May 1999.
 ME0306
 ME0306.The orthometric height was determined by differential leveling and
 ME0306.adjusted by the NATIONAL GEODETIC SURVEY
 ME0306.in June 1991.
 ME0306
 ME0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0306.GEOID18 height accuracy estimate available here.
 ME0306
 ME0306.Click photographs - Photos may exist for this station.
 ME0306
 ME0306.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0306
 ME0306.The dynamic height is computed by dividing the NAVD 88
 ME0306.geopotential number by the normal gravity value computed on the
 ME0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0306.degrees latitude (g = 980.6199 gals.).
 ME0306
 ME0306.The modeled gravity was interpolated from observed gravity values.
 ME0306
 ME0306. The following values were computed from the NAD 83(1997) position.
 ME0306
 ME0306;                    North         East     Units Scale Factor Converg.
 ME0306;SPC IN E     -   675,468.771    44,271.912   MT  1.00000487   -0 26 22.8
 ME0306;SPC IN E     - 2,216,100.46    145,248.76   sFT  1.00000487   -0 26 22.8
 ME0306;UTM  16      - 4,575,655.320   555,866.142   MT  0.99963841   +0 26 27.3
 ME0306
 ME0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0306!SPC IN E     -   0.99996803  x   1.00000487  =   0.99997290
 ME0306!UTM  16      -   0.99996803  x   0.99963841  =   0.99960645
 ME0306
 ME0306:                Primary Azimuth Mark                     Grid Az
 ME0306:SPC IN E     -  TWIN                                     217 10 11.5
 ME0306:UTM  16      -  TWIN                                     216 17 21.4
 ME0306
 ME0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5586675655(NAD 83)
 ME0306
 ME0306|---------------------------------------------------------------------|
 ME0306| PID    Reference Object                     Distance      Geod. Az  |
 ME0306|                                                           dddmmss.s |
 ME0306| ME0305 TRAV STA STARKE                     355.792 METERS 05429     |
 ME0306| ME2334 TWIN                                APPROX. 3.5 KM 2164348.7 |
 ME0306| CM2917 JOSEPH RM                            13.195 METERS 25236     |
 ME0306|---------------------------------------------------------------------|
 ME0306
 ME0306                          SUPERSEDED SURVEY CONTROL
 ME0306
 ME0306  NAD 83(1986)-  41 19 49.59800(N)    086 19 56.59934(W) AD(       ) 2
 ME0306  NAD 27      -  41 19 49.44680(N)    086 19 56.58220(W) AD(       ) 2
 ME0306  USSD        -  41 19 49.47100(N)    086 19 56.40000(W) AD(       ) 3
 ME0306  NGVD 29 (??/??/92)  237.783  (m)          780.13   (f) ADJ UNCH    2 0
 ME0306  NGVD 29             237.78   (m)          780.1    (f) LEVELING    3  
 ME0306
 ME0306.Superseded values are not recommended for survey control.
 ME0306
 ME0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0306.See file dsdata.pdf to determine how the superseded data were derived.
 ME0306
 ME0306_MARKER: DS = TRIANGULATION STATION DISK
 ME0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0306_STAMPING: JOSEPH 1920
 ME0306_MARK LOGO: CGS
 ME0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0306+STABILITY: SURFACE MOTION
 ME0306
 ME0306  HISTORY     - Date     Condition        Report By
 ME0306  HISTORY     - 1920     MONUMENTED       CGS
 ME0306  HISTORY     - 1935     GOOD             CGS
 ME0306
 ME0306                          STATION DESCRIPTION
 ME0306
 ME0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0306'TWO MILES S OF
 ME0306'PLYMOUTH, ON THE W
 ME0306'SIDE OF THE TRACK, ONE-FOURTH MILE S OF THE
 ME0306'MILEPOST T.H. 158, 200 YARDS E OF
 ME0306'J.M. BLACKS BARN, 25 YARDS N OF
 ME0306'LANE LEADING FROM SAID BARN, 6.355 METERS (20.85
 ME0306'FEET) W OF THE W
 ME0306'AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 ME0306'ARE BRONZE
 ME0306'TABLETS SET IN CONCRETE.
 ME0306'THE REFERENCE MARK
 ME0306'IS ON THE SAME SIDE OF THE TRACK,
 ME0306'13.195 METERS (43.29 FEET) FROM THE STATION S 72 DEG 36 MIN W.
 ME0306
 ME0306                          STATION RECOVERY (1935)
 ME0306
 ME0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ME0306'1.1 MI S FROM PLYMOUTH.
 ME0306'1.1 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0306'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0306'COUNTY, ABOUT 230 YARDS SOUTHWEST OF MILEPOST TH 158,
 ME0306'ABOUT 300 YARDS EAST OF J.M. BLACKS BARN, 25 YARDS NORTHEAST
 ME0306'OF A SMALL ROAD LEADING TO THE BARN, 10 YARDS NORTHEAST OF POLE
 ME0306'157-30, AND 7 YARDS WEST OF THE WEST RAIL.  A STANDARD
 ME0306'TRAINGULATION-STATION DISK, STAMPED JOSEPH 1920.  AND SET IN
 ME0306'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0699 ***********************************************************************
 JA0699  CBN         -  This is a Cooperative Base Network Control Station.
 JA0699  DESIGNATION -  JOSEPHINE 2
 JA0699  PID         -  JA0699
 JA0699  STATE/COUNTY-  IN/MARTIN
 JA0699  COUNTRY     -  US
 JA0699  USGS QUAD   -  SHOALS (2019)
 JA0699
 JA0699                         *CURRENT SURVEY CONTROL
 JA0699  ______________________________________________________________________
 JA0699* NAD 83(2011) POSITION- 38 40 54.26366(N) 086 48 33.23003(W)   ADJUSTED
 JA0699* NAD 83(2011) ELLIP HT-   184.708 (meters)        (06/27/12)   ADJUSTED
 JA0699* NAD 83(2011) EPOCH   -  2010.00
 JA0699* NAVD 88 ORTHO HEIGHT -   217.53  (meters)      713.7   (feet) RESET
 JA0699  ______________________________________________________________________
 JA0699  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 JA0699  NAD 83(2011) X  -    277,503.391 (meters)                     COMP
 JA0699  NAD 83(2011) Y  - -4,977,900.568 (meters)                     COMP
 JA0699  NAD 83(2011) Z  -  3,964,913.640 (meters)                     COMP
 JA0699  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 JA0699  VERT ORDER      -  THIRD
 JA0699
 JA0699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0699  Standards:
 JA0699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0699  -------------------------------------------------------------------
 JA0699  NETWORK    0.29   0.76           0.13   0.10   0.39      0.05811426
 JA0699  -------------------------------------------------------------------
 JA0699  Click here for local accuracies and other accuracy information.
 JA0699
 JA0699.The horizontal coordinates were established by GPS observations
 JA0699.and adjusted by the National Geodetic Survey in June 2012.
 JA0699
 JA0699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0699.been affixed to the stable North American tectonic plate. See 
 JA0699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0699
 JA0699.The horizontal coordinates are valid at the epoch date displayed above
 JA0699.which is a decimal equivalence of Year/Month/Day.
 JA0699
 JA0699.The orthometric height was computed from unverified reset data.
 JA0699
 JA0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0699.GEOID18 height accuracy estimate available here.
 JA0699
 JA0699.Click photographs - Photos may exist for this station.
 JA0699
 JA0699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0699
 JA0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0699
 JA0699.The ellipsoidal height was determined by GPS observations
 JA0699.and is referenced to NAD 83.
 JA0699
 JA0699. The following values were computed from the NAD 83(2011) position.
 JA0699
 JA0699;                    North         East     Units Scale Factor Converg.
 JA0699;SPC IN W     -   381,202.293   923,849.766   MT  0.99997367   +0 10 16.7
 JA0699;SPC IN W     - 1,250,661.19  3,030,997.11   sFT  0.99997367   +0 10 16.7
 JA0699;UTM  16      - 4,281,477.148   516,592.814   MT  0.99960339   +0 07 09.2
 JA0699
 JA0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0699!SPC IN W     -   0.99997102  x   0.99997367  =   0.99994469
 JA0699!UTM  16      -   0.99997102  x   0.99960339  =   0.99957442
 JA0699
 JA0699:                Primary Azimuth Mark                     Grid Az
 JA0699:SPC IN W     -  JOSEPHINE 2 AZ MK                        282 25 29.6
 JA0699:UTM  16      -  JOSEPHINE 2 AZ MK                        282 28 37.1
 JA0699
 JA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1659281477(NAD 83)
 JA0699
 JA0699|---------------------------------------------------------------------|
 JA0699| PID    Reference Object                     Distance      Geod. Az  |
 JA0699|                                                           dddmmss.s |
 JA0699| JA0703 JOSEPHINE 2 RM 4                     23.682 METERS 09258     |
 JA0699| JA0698 JOSEPHINE                            24.026 METERS 10232     |
 JA0699| JA0702 JOSEPHINE 2 RM 3                     23.472 METERS 27227     |
 JA0699| CG8249 JOSEPHINE 2 AZ MK                                  2823546.3 |
 JA0699|---------------------------------------------------------------------|
 JA0699
 JA0699                          SUPERSEDED SURVEY CONTROL
 JA0699
 JA0699  NAD 83(2007)-  38 40 54.26372(N)    086 48 33.23088(W) AD(2002.00) 0
 JA0699  ELLIP H (02/10/07)  184.736  (m)                       GP(2002.00)    
 JA0699  NAD 83(1997)-  38 40 54.26371(N)    086 48 33.23122(W) AD(       ) B
 JA0699  ELLIP H (04/10/98)  184.758  (m)                       GP(       ) 4 1
 JA0699  NAD 83(1986)-  38 40 54.27100(N)    086 48 33.23325(W) AD(       ) 3
 JA0699  NAD 27      -  38 40 54.08600(N)    086 48 33.23100(W) AD(       ) 3
 JA0699  NAVD 88 (04/10/98)  217.5    (m)  GEOID96  model used  GPS OBS        
 JA0699  NGVD 29 (??/??/??)  217.65   (m)          714.1    (f) RESET       3  
 JA0699  NGVD 29             217.65   (m)          714.1    (f) LEVELING    3  
 JA0699
 JA0699.Superseded values are not recommended for survey control.
 JA0699
 JA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0699.See file dsdata.pdf to determine how the superseded data were derived.
 JA0699
 JA0699_MARKER: DS = TRIANGULATION STATION DISK
 JA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0699_STAMPING: JOSEPHINE 2 1966
 JA0699_MARK LOGO: CGS
 JA0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0699+STABILITY: SURFACE MOTION
 JA0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0699+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 JA0699
 JA0699  HISTORY     - Date     Condition        Report By
 JA0699  HISTORY     - 1966     MONUMENTED       CGS
 JA0699  HISTORY     - 1966     GOOD             CGS
 JA0699  HISTORY     - 1967     GOOD             CGS
 JA0699  HISTORY     - 19970827 GOOD             SEC
 JA0699  HISTORY     - 20030321 GOOD             LNDMRK
 JA0699  HISTORY     - 20060911 GOOD             COMPDA
 JA0699  HISTORY     - 20110909 GOOD             JCLS
 JA0699  HISTORY     - 20130214 GOOD             GEOCAC
 JA0699  HISTORY     - 20200902 GOOD             WOOLPT
 JA0699
 JA0699                          STATION DESCRIPTION
 JA0699
 JA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0699'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF US HIGHWAYS 50
 JA0699'AND 150, ABOUT 1.5 MILE NORTHWEST OF SHOALS.
 JA0699'
 JA0699'TO REACH THE STATION FROM THE NEW FEDERAL BUILDING IN THE SOUTHEAST
 JA0699'ANGLE OF THE INTERSECTION OF MAIN STREET AND SECOND STREET IN SHOALS,
 JA0699'GO NORTH ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION WITH U S HIGHWAYS
 JA0699'50 AND 150.  HERE TURN LEFT AND GO WESTERLY ON U S HIGHWAYS 50 AND 150
 JA0699'FOR 1.35 MILES TO STATE ROUTE 450 ON THE RIGHT, CONTINUE WESTERLY ON U
 JA0699'S HIGHWAYS 50 AND 150 FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 JA0699'DESCRIBED.
 JA0699'
 JA0699'THE STATION IS 102 FEET SOUTH OF A 30-INCH, FORKED TRUNKED LOCUST
 JA0699'TREE, 93 FEET EAST OF POWERLINE BRACE POLE NO L 10, 92 FEET SOUTHWEST
 JA0699'OF A 20-INCH LOCUST TREE, 83 FEET SOUTHEAST OF A 12-INCH LOCUST TREE,
 JA0699'55 FEET NORTH OF THE APPROXIMATE CENTER OF THE NEW HIGHWAY, 1.3 FEET
 JA0699'NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 1000 YARDS WEST OF A
 JA0699'DRIVEWAY LEADING INTO A GROUP OF BUILDINGS NORTH OF THE HIGHWAY.  IT
 JA0699'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JA0699'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED JOSEPHINE 2
 JA0699'1966.
 JA0699'
 JA0699'REFERENCE MARK NO 3 IS 73 FEET SOUTH OF A 12-INCH LOCUST TREE, 55 FEET
 JA0699'NORTH OF THE APPROXIMATE CENTER OF THE NEW HIGHWAY, 16 FEET EAST OF
 JA0699'POWERLINE BRACE POLE NO L 10, 1.5 FEET EAST OF A METAL WITNESS POST
 JA0699'AND SIGN, AND ABOUT 3.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 JA0699'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,SQUARE CONCRETE
 JA0699'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED JOSEPHINE 2 NO
 JA0699'3 1966.
 JA0699'
 JA0699'REFERENCE MARK NO 4 IS 86 FEET SOUTH OF A 20-INCH LOCUST TREE, 55 FEET
 JA0699'NORTH OF THE APPROXIMATE CENTER OF THE NEW HIGHWAY, 1.9 FEET WEST OF A
 JA0699'METAL WITNESS POST AND SIGN, AND ABOUT 2.5 FEET ABOVE THE ELEVATION OF
 JA0699'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 JA0699'SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 JA0699'STAMPED JOSEPHINE 2 NO 4 1966.
 JA0699'
 JA0699'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA0699'REFERENCE MARK NO 1 IS 154.35 FEET - (47.046 METERS)
 JA0699'
 JA0699'THE AZIMUTH MARK IS ALONG THE SOUTH RIGHT-OF-WAY OF THE NEW HIGHWAY,
 JA0699'110 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 57 FEET
 JA0699'EAST OF A NORTHEAST FENCE CORNER, 56 FEET SOUTHEAST OF THE SOUTH ONE
 JA0699'OF TWO POWERLINE POLES SUPPORTING TRANSMISSION CABLES, 31 FEET
 JA0699'NORTHEAST OF THE APPROXIMATE CENTER OF AN OILED ROAD, AND 1.5 FEET
 JA0699'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 JA0699'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 JA0699'INCHES AND THE DISK IS STAMPED JOSEPHINE 2 1966.
 JA0699'
 JA0699'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON U S
 JA0699'HIGHWAYS 50 AND 150 FOR 0.1 MILE TO AN OILED ROAD ON THE LEFT AT A
 JA0699'CURVE, HERE KEEP LEFT ON THIS OILED ROAD AND GO WESTERLY FOR 0.2 MILE
 JA0699'TO THE MARK ON THE RIGHT AS DESCRIBED.
 JA0699'
 JA0699'NOTE-THE UNDERGROUND MARK FOR THE ORIGINAL STATION JOSEPHINE 1946 WAS
 JA0699'NOT DISTURBED AS THERE IS ONLY A SLIGHT CUT IN THIS AREA AND THIS MARK
 JA0699'SHOULD REMAIN INTACT AT THE ORIGINAL POSITION.  TRAVERSE MEASUREMENT
 JA0699'SHOWN IN THE BOX.
 JA0699
 JA0699                          STATION RECOVERY (1966)
 JA0699
 JA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA0699'1.6 MI NW FROM SHOALS.
 JA0699'THIS MARK IS AT THE JOSEPHINE 2 1966 TRIANGULATION STATION SITE,
 JA0699'ABOUT 1.55 MILES NORTHWESTERLY ALONG U.S. HIGHWAYS 50 AND 150
 JA0699'FROM THE INTERSECTION OF MAIN STREET IN SHOALS.  IT IS 102 FEET
 JA0699'SOUTH OF A 30-INCH, FORKED TRUNKED LOCUST TREE, 93 FEET EAST OF
 JA0699'POWERLINE BRACE POLE NO. L 10, 92 FEET SOUTHWEST OF A 20-INCH
 JA0699'LOCUST TREE, 83 FEET SOUTHEAST OF A 12-INCH LOCUST TREE, 55 FEET
 JA0699'NORTH OF THE APPROXIMATE CENTER OF NEW U.S. HIGHWAYS 50 AND 150,
 JA0699'1.3 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 100
 JA0699'YARDS WEST OF A DRIVEWAY LEADING INTO A GROUP OF BUILDINGS NORTH
 JA0699'OF THE HIGHWAY.  IT IS A STANDARD TRIANGULATION STATION DISK
 JA0699'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 JA0699'PROJECTS 5 INCHES AND THE DISK IS STAMPED JOSEPHINE 2 1966.
 JA0699
 JA0699                          STATION RECOVERY (1967)
 JA0699
 JA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0699'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND AS DESCRIBED.
 JA0699
 JA0699                          STATION RECOVERY (1997)
 JA0699
 JA0699'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA0699'STATION IS ABOUT 1.55 MILES (2.49 KM) NORTHWEST OF SHOALS MAIN STREET
 JA0699'INTERSECTION WITH U.S. HIGHWAY 150 AND 50, ON HIGHWAY 150/50 NORTH
 JA0699'BANK, ABOUT 0.2 MILES (0.3 KM) WEST OF THE INTERSECTION STATE ROAD
 JA0699'450.  IT IS 0.45 METERS (1.48 FT) NORTH OF A WITNESS POST, 71.6 METERS
 JA0699'(234.9 FT) WEST OF THE CENTER OF A GRAVEL DRIVE LEADING NORTH TO A 2
 JA0699'STORY WHITE CONCRETE BUILDING DENOTED AS R.E. FENCE CONTRACTOR, 23.6
 JA0699'METERS (77.4 FT) WEST FROM JOSEPHINE 2 RM 4, 20.5 METERS (67.3 FT)
 JA0699'WEST-SOUTHWEST OF A POWER POLE MARKED HE SHOALS NUMBER 2 ABS, 16.95
 JA0699'METERS (55.61 FT) NORTH OF U.S. HIGHWAY 150, 50 CENTERLINE, 34.4
 JA0699'METERS (112.9 FT) EAST-SOUTHEAST OF A POWER POLE MARKED P.S.C. OF
 JA0699'649-125, 31.5 METERS (103.3 FT) SOUTH OF A 66-CM LOCUST TREE, 6.7
 JA0699'METERS (22.0 FT) SOUTHEAST OF THE CENTER OF A ROUND CONCRETE LID TO A
 JA0699'SUBSURFACE VAULT, PROJECTING 14 CM ABOVE GROUND. THE NORTHWEST CORNER
 JA0699'OF CONCRETE POST IS CHIPPED.
 JA0699
 JA0699                          STATION RECOVERY (2003)
 JA0699
 JA0699'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2003 (DLH)
 JA0699'THIS MONUMENT IS IN GOOD CONDITION.
 JA0699
 JA0699                          STATION RECOVERY (2006)
 JA0699
 JA0699'RECOVERY NOTE BY COMPASSDATA INC 2006 (RL)
 JA0699'RECOVERED IN GOOD CONDITION.
 JA0699
 JA0699                          STATION RECOVERY (2011)
 JA0699
 JA0699'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA0699'RECOVERED IN GOOD CONDITION.
 JA0699
 JA0699                          STATION RECOVERY (2013)
 JA0699
 JA0699'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0699'MARK FOUND IN GOOD CONDITION
 JA0699
 JA0699                          STATION RECOVERY (2020)
 JA0699
 JA0699'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2020 (SLS)
 JA0699'RECOVERED AS DESCRIBED IN 1997.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0702 ***********************************************************************
 JA0702  DESIGNATION -  JOSEPHINE 2 RM 3
 JA0702  PID         -  JA0702
 JA0702  STATE/COUNTY-  IN/MARTIN
 JA0702  COUNTRY     -  US
 JA0702  USGS QUAD   -  SHOALS (2019)
 JA0702
 JA0702                         *CURRENT SURVEY CONTROL
 JA0702  ______________________________________________________________________
 JA0702* NAD 83(1986) POSITION- 38 40 54.47   (N) 086 48 32.29   (W)   HD_HELD1
 JA0702* NAVD 88 ORTHO HEIGHT -   216.52  (meters)      710.4   (feet) RESET
 JA0702  ______________________________________________________________________
 JA0702  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 JA0702  VERT ORDER      -  THIRD
 JA0702
 JA0702.The horizontal coordinates were determined by differentially corrected
 JA0702.hand held GPS observations or other comparable positioning techniques
 JA0702.and have an estimated accuracy of +/- 3 meters.
 JA0702
 JA0702.The orthometric height was computed from unverified reset data.
 JA0702
 JA0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0702.GEOID18 height accuracy estimate available here.
 JA0702
 JA0702.Click photographs - Photos may exist for this station.
 JA0702
 JA0702;                    North         East    Units  Estimated Accuracy
 JA0702;SPC IN W     -   381,208.7     923,872.5     MT  (+/- 3 meters HH1 GPS) 
 JA0702
 JA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1661581483(NAD 83)
 JA0702
 JA0702                          SUPERSEDED SURVEY CONTROL
 JA0702
 JA0702  NGVD 29 (??/??/??)  216.64   (m)          710.8    (f) RESET       3  
 JA0702
 JA0702.Superseded values are not recommended for survey control.
 JA0702
 JA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0702.See file dsdata.pdf to determine how the superseded data were derived.
 JA0702
 JA0702_MARKER: DR = REFERENCE MARK DISK
 JA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0702_STAMPING: JOSEPHINE 2 NO 3 1966
 JA0702_MARK LOGO: CGS
 JA0702_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0702+STABILITY: SURFACE MOTION
 JA0702
 JA0702  HISTORY     - Date     Condition        Report By
 JA0702  HISTORY     - 1966     MONUMENTED       CGS
 JA0702
 JA0702                          STATION DESCRIPTION
 JA0702
 JA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0702'1.6 MI NW FROM SHOALS.
 JA0702'THIS MARK IS AT THE JOSEPHINE 2 1966 TRIANGULATION STATION SITE,
 JA0702'ABOUT 1.55 MILES NORTHWESTERLY ALONG U.S. HIGHWAYS 50 AND 150
 JA0702'FROM THE INTERSECTION OF MAIN STREET IN SHOALS.  IT IS 77.01 FEET
 JA0702'WEST OF THE STATION, 73 FEET SOUTH OF A 12-INCH LOCUST TREE,
 JA0702'55 FEET NORTH OF THE APPROXIMATE CENTER OF NEW U.S. HIGHWAYS 50
 JA0702'AND 150, 16 FEET EAST OF POWERLINE BRACE POLE NO. L 10, 1.5 FEET
 JA0702'EAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 3 1/2 FEET BELOW
 JA0702'THE STATION ELEVATION.  IT IS A STANDARD REFERENCE MARK DISK SET
 JA0702'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 JA0702'INCHES AND THE DISK IS STAMPED JOSEPHINE 2 NO 3 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0703 ***********************************************************************
 JA0703  DESIGNATION -  JOSEPHINE 2 RM 4
 JA0703  PID         -  JA0703
 JA0703  STATE/COUNTY-  IN/MARTIN
 JA0703  COUNTRY     -  US
 JA0703  USGS QUAD   -  SHOALS (2019)
 JA0703
 JA0703                         *CURRENT SURVEY CONTROL
 JA0703  ______________________________________________________________________
 JA0703* NAD 83(2011) POSITION- 38 40 54.23134(N) 086 48 32.25474(W)   ADJUSTED
 JA0703* NAD 83(2011) ELLIP HT-   185.470 (meters)        (05/29/16)   ADJUSTED
 JA0703* NAD 83(2011) EPOCH   -  2010.00
 JA0703* NAVD 88 ORTHO HEIGHT -   218.27  (meters)      716.1   (feet) RESET
 JA0703  ______________________________________________________________________
 JA0703  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 JA0703  NAD 83(2011) X  -    277,526.996 (meters)                     COMP
 JA0703  NAD 83(2011) Y  - -4,977,900.471 (meters)                     COMP
 JA0703  NAD 83(2011) Z  -  3,964,913.338 (meters)                     COMP
 JA0703  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 JA0703  VERT ORDER      -  THIRD
 JA0703
 JA0703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0703  Standards:
 JA0703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0703  -------------------------------------------------------------------
 JA0703  NETWORK    0.52   1.06           0.24   0.18   0.54      0.01456098
 JA0703  -------------------------------------------------------------------
 JA0703  Click here for local accuracies and other accuracy information.
 JA0703
 JA0703.The horizontal coordinates were established by GPS observations
 JA0703.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA0703
 JA0703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0703.been affixed to the stable North American tectonic plate. See 
 JA0703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0703
 JA0703.The horizontal coordinates are valid at the epoch date displayed above
 JA0703.which is a decimal equivalence of Year/Month/Day.
 JA0703
 JA0703.The orthometric height was computed from unverified reset data.
 JA0703
 JA0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0703.GEOID18 height accuracy estimate available here.
 JA0703
 JA0703.Click photographs - Photos may exist for this station.
 JA0703
 JA0703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0703
 JA0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0703
 JA0703.The ellipsoidal height was determined by GPS observations
 JA0703.and is referenced to NAD 83.
 JA0703
 JA0703. The following values were computed from the NAD 83(2011) position.
 JA0703
 JA0703;                    North         East     Units Scale Factor Converg.
 JA0703;SPC IN W     -   381,201.367   923,873.342   MT  0.99997368   +0 10 17.3
 JA0703;SPC IN W     - 1,250,658.15  3,031,074.46   sFT  0.99997368   +0 10 17.3
 JA0703;UTM  16      - 4,281,476.201   516,616.379   MT  0.99960340   +0 07 09.8
 JA0703
 JA0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0703!SPC IN W     -   0.99997090  x   0.99997368  =   0.99994458
 JA0703!UTM  16      -   0.99997090  x   0.99960340  =   0.99957431
 JA0703
 JA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1661681476(NAD 83)
 JA0703
 JA0703                          SUPERSEDED SURVEY CONTROL
 JA0703
 JA0703  NGVD 29 (??/??/??)  218.39   (m)          716.5    (f) RESET       3  
 JA0703
 JA0703.Superseded values are not recommended for survey control.
 JA0703
 JA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0703.See file dsdata.pdf to determine how the superseded data were derived.
 JA0703
 JA0703_MARKER: DR = REFERENCE MARK DISK
 JA0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0703_STAMPING: JOSEPHINE 2 NO 4 1966
 JA0703_MARK LOGO: CGS
 JA0703_PROJECTION: PROJECTING 30 CENTIMETERS
 JA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0703+STABILITY: SURFACE MOTION
 JA0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0703+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 JA0703
 JA0703  HISTORY     - Date     Condition        Report By
 JA0703  HISTORY     - 1966     MONUMENTED       CGS
 JA0703  HISTORY     - 20130214 GOOD             GEOCAC
 JA0703  HISTORY     - 20140113 GOOD             INDOT
 JA0703
 JA0703                          STATION DESCRIPTION
 JA0703
 JA0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0703'1.6 MI NW FROM SHOALS.
 JA0703'THIS MARK IS AT THE JOSEPHINE 2 1966 TRIANGULATION STATION SITE,
 JA0703'ABOUT 1.55 MILES NORTHWESTERLY ALONG U.S. HIGHWAYS 50 AND 150
 JA0703'FROM THE INTERSECTION OF MAIN STREET IN SHOALS.  IT IS 86 FEET
 JA0703'SOUTH OF A 20-INCH LOCUST TREE, 77.34 FEET EAST OF THE STATION,
 JA0703'55 FEET NORTH OF THE APPROXIMATE CENTER OF NEW U.S. HIGHWAYS 50
 JA0703'AND 150, 1.9 FEET WEST OF A METAL WITNESS POST AND SIGN, AND
 JA0703'ABOUT 2 1/2 FEET ABOVE THE STATION ELEVATION.  IT IS A STANDARD
 JA0703'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JA0703'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED JOSEPHINE
 JA0703'2 NO 4 1966.
 JA0703
 JA0703                          STATION RECOVERY (2013)
 JA0703
 JA0703'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0703'MARK FOUND IN GOOD CONDITION
 JA0703
 JA0703                          STATION RECOVERY (2014)
 JA0703
 JA0703'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BR)
 JA0703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8506 ***********************************************************************
 AE8506  CBN         -  This is a Cooperative Base Network Control Station.
 AE8506  DESIGNATION -  JPG 1
 AE8506  PID         -  AE8506
 AE8506  STATE/COUNTY-  IN/JEFFERSON
 AE8506  COUNTRY     -  US
 AE8506  USGS QUAD   -  CLIFTY FALLS (2019)
 AE8506
 AE8506                         *CURRENT SURVEY CONTROL
 AE8506  ______________________________________________________________________
 AE8506* NAD 83(2011) POSITION- 38 49 41.13808(N) 085 22 55.05903(W)   ADJUSTED
 AE8506* NAD 83(2011) ELLIP HT-   239.233 (meters)        (06/27/12)   ADJUSTED
 AE8506* NAD 83(2011) EPOCH   -  2010.00
 AE8506* NAVD 88 ORTHO HEIGHT -   273.2   (meters)      896.    (feet) GPS OBS
 AE8506  ______________________________________________________________________
 AE8506  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8506  GEOID HEIGHT    -        -33.878 (meters)                     GEOID96
 AE8506  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 AE8506  NAD 83(2011) X  -    400,591.292 (meters)                     COMP
 AE8506  NAD 83(2011) Y  - -4,959,348.792 (meters)                     COMP
 AE8506  NAD 83(2011) Z  -  3,977,618.005 (meters)                     COMP
 AE8506  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AE8506
 AE8506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8506  Standards:
 AE8506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8506  -------------------------------------------------------------------
 AE8506  NETWORK    0.98   2.08           0.46   0.30   1.06     -0.13917720
 AE8506  -------------------------------------------------------------------
 AE8506  Click here for local accuracies and other accuracy information.
 AE8506
 AE8506.The horizontal coordinates were established by GPS observations
 AE8506.and adjusted by the National Geodetic Survey in June 2012.
 AE8506
 AE8506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8506.been affixed to the stable North American tectonic plate. See 
 AE8506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8506
 AE8506.The horizontal coordinates are valid at the epoch date displayed above
 AE8506.which is a decimal equivalence of Year/Month/Day.
 AE8506
 AE8506.The orthometric height was determined by GPS observations and a
 AE8506.high-resolution geoid model.
 AE8506
 AE8506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8506.GEOID18 height accuracy estimate available here.
 AE8506
 AE8506.Click photographs - Photos may exist for this station.
 AE8506
 AE8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8506
 AE8506.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8506
 AE8506.The ellipsoidal height was determined by GPS observations
 AE8506.and is referenced to NAD 83.
 AE8506
 AE8506. The following values were computed from the NAD 83(2011) position.
 AE8506
 AE8506;                    North         East     Units Scale Factor Converg.
 AE8506;SPC IN E     -   397,451.484   124,721.807   MT  0.99997419   +0 10 42.6
 AE8506;SPC IN E     - 1,303,972.08    409,191.46   sFT  0.99997419   +0 10 42.6
 AE8506;UTM  16      - 4,298,943.872   640,451.280   MT  0.99984291   +1 00 52.8
 AE8506
 AE8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8506!SPC IN E     -   0.99996247  x   0.99997419  =   0.99993666
 AE8506!UTM  16      -   0.99996247  x   0.99984291  =   0.99980538
 AE8506
 AE8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4045198943(NAD 83)
 AE8506
 AE8506                          SUPERSEDED SURVEY CONTROL
 AE8506
 AE8506  NAD 83(2007)-  38 49 41.13816(N)    085 22 55.05986(W) AD(2002.00) 0
 AE8506  ELLIP H (02/10/07)  239.255  (m)                       GP(2002.00)    
 AE8506  NAD 83(1997)-  38 49 41.13842(N)    085 22 55.05992(W) AD(       ) B
 AE8506  ELLIP H (04/10/98)  239.295  (m)                       GP(       ) 4 1
 AE8506
 AE8506.Superseded values are not recommended for survey control.
 AE8506
 AE8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8506.See file dsdata.pdf to determine how the superseded data were derived.
 AE8506
 AE8506_MARKER: F = FLANGE-ENCASED ROD
 AE8506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8506_STAMPING: JPG 1 1997
 AE8506_PROJECTION: FLUSH
 AE8506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8506+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2023
 AE8506_ROD/PIPE-DEPTH: 3.7 meters
 AE8506_SLEEVE-DEPTH  : .76 meters
 AE8506
 AE8506  HISTORY     - Date     Condition        Report By
 AE8506  HISTORY     - 1997     MONUMENTED       SEC
 AE8506  HISTORY     - 20230711 GOOD             INDOT
 AE8506
 AE8506                          STATION DESCRIPTION
 AE8506
 AE8506'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8506'THE STATION IS LOCATED IN STATION 35, T 5 N, R 10 E, AT JEFFERSON
 AE8506'PROVING GROUND.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE8506'ROAD 62 AND U.S. HIGHWAY 421, GO NORTHERLY FOR 3.1 MILES (5.0 KM) ON
 AE8506'HIGHWAY 421 TO THE MAIN ENTRANCE OF JEFFERSON PROVING GROUND.  GO
 AE8506'THROUGH MAIN GATE, TURN SOUTH ON GRAVEL PERIMETER ROAD RUNNING
 AE8506'PARALLEL TO HIGHWAY 421.  GO APPROXIMATELY 500 FEET (152.4 M) TO THE
 AE8506'STATION, ON WEST EDGE OF GRAVEL ROAD.  THE STATION IS 2 FEET (0.6 M)
 AE8506'WEST OF THE GRAVEL ROAD.  THE STATION IS A STAINLESS STEEL ROD DRIVEN
 AE8506'TO A DEPTH OF 3.7 METERS (12.1 FT) ENCASED IN A GREASED 30 INCH SLEEVE
 AE8506'AND PROTECTED BY A 6 INCH PVC PIPE WITH ALUMINUM ACCESS COVER.  THE
 AE8506'ROD IS 4 1/4 INCHES BELOW THE ACCESS COVER.  LOCATED 115.8 FEET (35.3
 AE8506'M) NORTHWEST OF A POWER POLE WHICH IS 10 FEET (3.0 M) WEST OF THE
 AE8506'PERIMETER FENCE, 44.1 FEET (13.4 M) DUE WEST OF THE PERIMETER FENCE
 AE8506'AND 2 FEET (0.6 M) SOUTH OF WITNESS POST.
 AE8506
 AE8506                          STATION RECOVERY (2023)
 AE8506
 AE8506'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 AE8506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2380 ***********************************************************************
 ME2380  DESIGNATION -  JUDSON
 ME2380  PID         -  ME2380
 ME2380  STATE/COUNTY-  IN/STARKE
 ME2380  COUNTRY     -  US
 ME2380  USGS QUAD   -  NORTH JUDSON (2019)
 ME2380
 ME2380                         *CURRENT SURVEY CONTROL
 ME2380  ______________________________________________________________________
 ME2380* NAD 83(1997) POSITION- 41 12 54.60959(N) 086 46 37.99864(W)   ADJUSTED
 ME2380* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 ME2380  ______________________________________________________________________
 ME2380  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME2380  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 ME2380  HORZ ORDER      -  FIRST
 ME2380
 ME2380.The horizontal coordinates were established by classical geodetic methods
 ME2380.and adjusted by the National Geodetic Survey in May 1999.
 ME2380
 ME2380.The orthometric height was scaled from a topographic map.
 ME2380
 ME2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2380.GEOID18 height accuracy estimate available here.
 ME2380
 ME2380.Click photographs - Photos may exist for this station.
 ME2380
 ME2380.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2380
 ME2380. The following values were computed from the NAD 83(1997) position.
 ME2380
 ME2380;                    North         East     Units Scale Factor Converg.
 ME2380;SPC IN W     -   662,498.424   925,669.969   MT  0.99997477   +0 12 06.1
 ME2380;SPC IN W     - 2,173,546.91  3,036,968.89   sFT  0.99997477   +0 12 06.1
 ME2380;UTM  16      - 4,562,667.268   518,674.927   MT  0.99960429   +0 08 48.4
 ME2380
 ME2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2380!SPC IN W     -   0.99997097  x   0.99997477  =   0.99994574
 ME2380!UTM  16      -   0.99997097  x   0.99960429  =   0.99957528
 ME2380
 ME2380:                Primary Azimuth Mark                     Grid Az
 ME2380:SPC IN W     -  JUDSON AZ MK                             092 55 29.6
 ME2380:UTM  16      -  JUDSON AZ MK                             092 58 47.3
 ME2380
 ME2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1867462667(NAD 83)
 ME2380
 ME2380|---------------------------------------------------------------------|
 ME2380| PID    Reference Object                     Distance      Geod. Az  |
 ME2380|                                                           dddmmss.s |
 ME2380| CM2919 JUDSON RM 1                          21.391 METERS 01022     |
 ME2380| ME2381 N JUDSON SS CYRIL CHURCH DOME       201.854 METERS 03829     |
 ME2380| CM2918 JUDSON AZ MK                                       0930735.7 |
 ME2380| CM2920 JUDSON RM 2                          27.975 METERS 13036     |
 ME2380| CM2921 JUDSON RM 3                          10.785 METERS 24438     |
 ME2380|---------------------------------------------------------------------|
 ME2380
 ME2380                          SUPERSEDED SURVEY CONTROL
 ME2380
 ME2380  NAD 83(1986)-  41 12 54.61489(N)    086 46 38.00587(W) AD(       ) 1
 ME2380  NAD 27      -  41 12 54.47100(N)    086 46 37.94520(W) AD(       ) 1
 ME2380
 ME2380.Superseded values are not recommended for survey control.
 ME2380
 ME2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2380.See file dsdata.pdf to determine how the superseded data were derived.
 ME2380
 ME2380_MARKER: DS = TRIANGULATION STATION DISK
 ME2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2380_STAMPING: JUDSON 1948
 ME2380_MARK LOGO: CGS
 ME2380_PROJECTION: FLUSH
 ME2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2380+STABILITY: SURFACE MOTION
 ME2380
 ME2380  HISTORY     - Date     Condition        Report By
 ME2380  HISTORY     - 1948     MONUMENTED       CGS
 ME2380  HISTORY     - 1953     GOOD             INHD
 ME2380  HISTORY     - 1969     GOOD             CGS
 ME2380
 ME2380                          STATION DESCRIPTION
 ME2380
 ME2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2380'STATION IS LOCATED IN THE SOUTHWEST SECTION OF NORTH JUDSON ON THE
 ME2380'GROUNDS OF THE NOR WAYNE FIELD OF THE NORTH JUDSON HIGH SCHOOL.  IT IS
 ME2380'71 FEET SOUTH OF THE SOUTHEAST CORNER OF A STONE BUILDING AND 42 FEET
 ME2380'NORTH OF THE CENTER OF STATE HIGHWAY NO. 10.  THE MARK IS FLUSH AND
 ME2380'THE DISK IS STAMPED JUDSON 1948.
 ME2380'
 ME2380'REFERENCE MARK NO. 1 IS 70.20 FEET NORTHEAST OF THE STATION.  IT IS 2
 ME2380'FEET EAST OF THE SOUTHEAST CORNER OF A STONE MONUMENT.  THE MARK IS
 ME2380'FLUSH AND THE DISK IS STAMPED JUDSON NO 1 1948.
 ME2380'
 ME2380'REFERENCE MARK NO. 2 IS 91.78 FEET SOUTHEAST OF THE STATION.  IT IS 20
 ME2380'FEET SOUTH OF THE CENTER OF HIGHWAY AND 1 FOOT EAST OF A POWERLINE
 ME2380'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JUDSON NO 2
 ME2380'1948.
 ME2380'
 ME2380'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 27 FEET WEST OF
 ME2380'THE CENTER OF LANE STREET, 34 FEET NORTHEAST OF THE NORTHEAST CORNER
 ME2380'OF CHURCH AND 24 FEET SOUTH OF CENTER OF STATE HIGHWAY NO. 10.  THE
 ME2380'MARK IS FLUSH AND THE DISK IS STAMPED JUDSON 1948.
 ME2380'
 ME2380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 10 AND
 ME2380'NO. 39 IN NORTH JUDSON GO WEST ON STATE HIGHWAY NO. 10 FOR 0.1 MILE TO
 ME2380'THE STATION ON THE RIGHT AS DESCRIBED.
 ME2380'
 ME2380'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY
 ME2380'NO. 10 FOR 0.2 MILE TO THE INTERSECTION OF LANE STREET AND THE AZIMUTH
 ME2380'MARK IN THE SOUTHWEST ANGLE.
 ME2380'
 ME2380'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2380
 ME2380                          STATION RECOVERY (1953)
 ME2380
 ME2380'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1953
 ME2380'LETTER OF MR. U. DORMAN, PROJ. ENG., STATE HIGHWAY DEPARTMENT OF
 ME2380'INDIANA DATED NOV. 4 AND NOV. 17, 1953-
 ME2380'
 ME2380'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 ME2380'
 ME2380'REFERENCE MARK DISKS STAMPED JUDSON NO. 2 1948 AND JUDSON NO. 3 1948
 ME2380'(UNUSED) RECEIVED AT OFFICE 11/24/53.
 ME2380
 ME2380                          STATION RECOVERY (1969)
 ME2380
 ME2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2380'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2380'GOOD CONDITION.  REFERENCE MARK 2 WAS REPORTED DESTROYED IN 1953 AND
 ME2380'THE DISK WAS SENT IN.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 ME2380'CHECKED.  THE DIRECTION TO THE CHURCH CHECKED.  A REFERENCE MARK 3 WAS
 ME2380'SET.  A NEW DESCRIPTION FOLLOWS.
 ME2380'
 ME2380'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF NORTH JUDSON, 0.1 MILE
 ME2380'WEST OF THE JUNCTION OF STATE HIGHWAYS 39 AND 10, ON THE GROUNDS OF
 ME2380'NOR WAYNE FIELD OF THE NORTH JUDSON SCHOOL.  IT IS 43 FEET NORTH OF
 ME2380'THE CENTERLINE OF HIGHWAY 10 (TALMER AVE.)  54 FEET EAST OF A
 ME2380'TOMBSTONE BEARING THE INSCRIPTION PIXA, 15 FEET NORTH OF A CONCRETE
 ME2380'CAPPED STONE RETAINING WALL, 37 FEET WEST OF THE EXTENDED CENTERLINE
 ME2380'OF HIGH STREET, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE
 ME2380'BUILDING AND 42 FEET NORTHWEST OF A TWIN TRUNK 14 INCH OAK TREE.  THE
 ME2380'MONUMENT IS FLUSH AND THE DISK IS STAMPED JUDSON 1949.
 ME2380'
 ME2380'REFERENCE MARK 1 IS 111 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2
 ME2380'FEET WEST OF THE TOP CONCRETE SEAT OF THE FIELD AND 1 FOOT EAST OF THE
 ME2380'SOUTH CORNER OF A CONCRETE MONUMENT ABOUT 5 FEET HIGH AND 30 FEET LONG
 ME2380'BEARING THE INSCRIPTION NORWAYNE 1936 FIELD.  THE MONUMENT IS FLUSH
 ME2380'AND THE DISK IS STAMPED JUDSON NO 1 1948.
 ME2380'
 ME2380'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE CONCRETE TOP OF A 4
 ME2380'FEET HIGH STONE RETAINING WALL, 28 FEET NORTH OF THE CENTERLINE OF THE
 ME2380'HIGHWAY, 6 FEET EAST OF THE OAK TREE AND 23 FEET SOUTHEAST OF THE
 ME2380'TOMBSTONE.  THE DISK IS STAMPED JUDSON 1948 NO 3 1969.
 ME2380'
 ME2380'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF TALMER ST.
 ME2380'(STATE HIGHWAY 10), 21 FEET WEST OF THE CENTERLINE OF S WILSON ST., 34
 ME2380'FEET NORTHEAST OF THE NORTHEAST CORNER OF ST PETERS LUTHERAN CHURCH,
 ME2380'30 FEET EAST OF THE CENTERLINE OF WALK TO THE NORTH ENTRANCE TO THE
 ME2380'CHURCH AND 8 FEET NORTHWEST OF A FIRE HYDRANT.  THE MONUMENT IS FLUSH
 ME2380'AND THE DISK IS STAMPED JUDSON 1948.
 ME2380'
 ME2380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT NORTH JUDSON
 ME2380'
 ME2380'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2239 ***********************************************************************
 LB2239  DESIGNATION -  JUDY
 LB2239  PID         -  LB2239
 LB2239  STATE/COUNTY-  IN/WARREN
 LB2239  COUNTRY     -  US
 LB2239  USGS QUAD   -  TAB (2019)
 LB2239
 LB2239                         *CURRENT SURVEY CONTROL
 LB2239  ______________________________________________________________________
 LB2239* NAD 83(1997) POSITION- 40 24 39.94172(N) 087 26 47.55910(W)   ADJUSTED
 LB2239* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2239  ______________________________________________________________________
 LB2239  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 LB2239  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 LB2239  HORZ ORDER      -  THIRD
 LB2239
 LB2239.The horizontal coordinates were established by classical geodetic methods
 LB2239.and adjusted by the National Geodetic Survey in May 1999.
 LB2239
 LB2239.The orthometric height was scaled from a topographic map.
 LB2239
 LB2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2239.GEOID18 height accuracy estimate available here.
 LB2239
 LB2239.Click photographs - Photos may exist for this station.
 LB2239
 LB2239.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2239
 LB2239. The following values were computed from the NAD 83(1997) position.
 LB2239
 LB2239;                    North         East     Units Scale Factor Converg.
 LB2239;SPC IN W     -   573,226.859   869,171.814   MT  0.99997836   -0 14 07.7
 LB2239;SPC IN W     - 1,880,661.79  2,851,607.86   sFT  0.99997836   -0 14 07.7
 LB2239;UTM  16      - 4,473,482.070   462,112.622   MT  0.99961767   -0 17 22.1
 LB2239
 LB2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2239!SPC IN W     -   0.99997007  x   0.99997836  =   0.99994843
 LB2239!UTM  16      -   0.99997007  x   0.99961767  =   0.99958775
 LB2239
 LB2239:                Primary Azimuth Mark                     Grid Az
 LB2239:SPC IN W     -  JUDY AZ MK                               314 04 55.4
 LB2239:UTM  16      -  JUDY AZ MK                               314 08 09.8
 LB2239
 LB2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6211273482(NAD 83)
 LB2239
 LB2239|---------------------------------------------------------------------|
 LB2239| PID    Reference Object                     Distance      Geod. Az  |
 LB2239|                                                           dddmmss.s |
 LB2239| CM2923 JUDY RM 1                             6.797 METERS 09324     |
 LB2239| CM2922 JUDY AZ MK                                         3135047.7 |
 LB2239| CM2924 JUDY RM 2                             8.931 METERS 33130     |
 LB2239|---------------------------------------------------------------------|
 LB2239
 LB2239                          SUPERSEDED SURVEY CONTROL
 LB2239
 LB2239  NAD 83(1986)-  40 24 39.95038(N)    087 26 47.56775(W) AD(       ) 3
 LB2239  NAD 27      -  40 24 39.81880(N)    087 26 47.52400(W) AD(       ) 3
 LB2239
 LB2239.Superseded values are not recommended for survey control.
 LB2239
 LB2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2239.See file dsdata.pdf to determine how the superseded data were derived.
 LB2239
 LB2239_MARKER: DS = TRIANGULATION STATION DISK
 LB2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2239_STAMPING: JUDY 1955
 LB2239_MARK LOGO: CGS
 LB2239_PROJECTION: FLUSH
 LB2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2239+STABILITY: SURFACE MOTION
 LB2239
 LB2239  HISTORY     - Date     Condition        Report By
 LB2239  HISTORY     - 1955     MONUMENTED       CGS
 LB2239
 LB2239                          STATION DESCRIPTION
 LB2239
 LB2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2239'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF BOSWELL, 2 MILES EAST
 LB2239'OF TAB ALONG AN EAST-WEST PAVED ROAD AND IS ON PROPERTY OWNED BY
 LB2239'MR. WILLIAM J. LARCH.  IT IS 128 FEET SOUTHWEST OF THE SOUTHWEST
 LB2239'CORNER OF A CONCRETE BLOCK HOUSE, 19 FEET NORTH OF THE CENTER OF A
 LB2239'PAVED ROAD, 14 FEET EAST OF A FENCE CORNER, 4 FEET NORTHWEST OF A
 LB2239'WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE MARK
 LB2239'IS FLUSH AND THE DISK IS STAMPED JUDY 1955.
 LB2239'
 LB2239'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 LB2239'AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2239'IS STAMPED JUDY NO 1 1955.
 LB2239'
 LB2239'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE CENTER OF THE PAVED
 LB2239'ROAD, 28 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE
 LB2239'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JUDY NO 2 1955.
 LB2239'
 LB2239'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 LB2239'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE
 LB2239'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JUDY 1955.
 LB2239'
 LB2239'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2239'HIGHWAY 352 IN BOSWELL, GO SOUTH ON HIGHWAY 41 FOR 7.65 MILES TO A
 LB2239'CROSSROAD, TURN RIGHT AND GO WEST ON PAVED ROAD FOR 4.50 MILES TO A
 LB2239'CONCRETE BLOCK HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 LB2239'
 LB2239'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD
 LB2239'FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 LB2239'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2239'
 LB2239'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3389 ***********************************************************************
 JZ3389  DESIGNATION -  JULIETTA MARION CO HOSPITAL TK
 JZ3389  PID         -  JZ3389
 JZ3389  STATE/COUNTY-  IN/MARION
 JZ3389  COUNTRY     -  US
 JZ3389  USGS QUAD   -  ACTON (2019)
 JZ3389
 JZ3389                         *CURRENT SURVEY CONTROL
 JZ3389  ______________________________________________________________________
 JZ3389* NAD 83(1997) POSITION- 39 44 20.86042(N) 085 57 14.86207(W)   ADJUSTED
 JZ3389  ______________________________________________________________________
 JZ3389  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 JZ3389  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 JZ3389  HORZ ORDER      -  THIRD
 JZ3389
 JZ3389.The horizontal coordinates were established by classical geodetic methods
 JZ3389.and adjusted by the National Geodetic Survey in May 1999.
 JZ3389
 JZ3389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3389.GEOID18 height accuracy estimate available here.
 JZ3389
 JZ3389.Click photographs - Photos may exist for this station.
 JZ3389
 JZ3389.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3389
 JZ3389. The following values were computed from the NAD 83(1997) position.
 JZ3389
 JZ3389;                    North         East     Units Scale Factor Converg.
 JZ3389;SPC IN E     -   498,592.933    75,360.182   MT  0.99997414   -0 11 01.6
 JZ3389;SPC IN E     - 1,635,800.31    247,244.20   sFT  0.99997414   -0 11 01.6
 JZ3389;UTM  16      - 4,399,326.537   589,615.011   MT  0.99969887   +0 40 07.2
 JZ3389
 JZ3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8961599326(NAD 83)
 JZ3389
 JZ3389                          SUPERSEDED SURVEY CONTROL
 JZ3389
 JZ3389  NAD 83(1986)-  39 44 20.86144(N)    085 57 14.87526(W) AD(       ) 3
 JZ3389  NAD 27      -  39 44 20.70800(N)    085 57 14.94000(W) AD(       ) 3
 JZ3389
 JZ3389.Superseded values are not recommended for survey control.
 JZ3389
 JZ3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3389.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3389
 JZ3389_MARKER: 53 = ELEVATED TANK
 JZ3389
 JZ3389  HISTORY     - Date     Condition        Report By
 JZ3389  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3389
 JZ3389                          STATION DESCRIPTION
 JZ3389
 JZ3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3389'THIS STATION IS A TANK ON THE GROUNDS OF THE MARION COUNTY HOSPITAL
 JZ3389'IN THE VILLAGE OF JULIETTA.  IT IS LOCATED ABOUT 200 FEET N OF
 JZ3389'THE MAIN HOSPITAL BUILDING AND ABOUT 0.1 MILE N OF THE CENTER LINE OF
 JZ3389'U.S. HIGHWAY 52. THE TANK WAS BUILT IN 1933.
 JZ3389'
 JZ3389'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH.  THE VERTICAL
 JZ3389'SECTION IS PAINTED GRAY AND ABOUT 30 FEET HIGH, AND HAS A
 JZ3389'CATWALK AROUND THE BASE. THE OVAL SECTION EXTENDS DOWNWARD ABOUT 10
 JZ3389'FEET.  THE CONICAL TOP HAS A BALL AT ITS APEX.
 JZ3389'
 JZ3389'THE TOTAL HEIGHT IS ABOUT 130 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2397 ***********************************************************************
 LB2397  DESIGNATION -  JUNCTION
 LB2397  PID         -  LB2397
 LB2397  STATE/COUNTY-  IN/CASS
 LB2397  COUNTRY     -  US
 LB2397  USGS QUAD   -  ANOKA (2019)
 LB2397
 LB2397                         *CURRENT SURVEY CONTROL
 LB2397  ______________________________________________________________________
 LB2397* NAD 83(1997) POSITION- 40 43 45.76128(N) 086 17 26.58655(W)   ADJUSTED
 LB2397* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2397  ______________________________________________________________________
 LB2397  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 LB2397  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 LB2397  HORZ ORDER      -  SECOND
 LB2397
 LB2397.The horizontal coordinates were established by classical geodetic methods
 LB2397.and adjusted by the National Geodetic Survey in May 1999.
 LB2397
 LB2397.The orthometric height was scaled from a topographic map.
 LB2397
 LB2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2397.GEOID18 height accuracy estimate available here.
 LB2397
 LB2397.Click photographs - Photos may exist for this station.
 LB2397
 LB2397.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2397
 LB2397. The following values were computed from the NAD 83(1997) position.
 LB2397
 LB2397;                    North         East     Units Scale Factor Converg.
 LB2397;SPC IN E     -   608,693.617    47,282.722   MT  1.00000086   -0 24 25.9
 LB2397;SPC IN E     - 1,997,022.31    155,126.73   sFT  1.00000086   -0 24 25.9
 LB2397;SPC IN W     -   608,808.488   966,956.897   MT  1.00002183   +0 31 01.9
 LB2397;SPC IN W     - 1,997,399.18  3,172,424.42   sFT  1.00002183   +0 31 01.9
 LB2397;UTM  16      - 4,508,958.078   559,895.207   MT  0.99964416   +0 27 46.1
 LB2397
 LB2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2397!SPC IN E     -   0.99997166  x   1.00000086  =   0.99997252
 LB2397!SPC IN W     -   0.99997166  x   1.00002183  =   0.99999349
 LB2397!UTM  16      -   0.99997166  x   0.99964416  =   0.99961583
 LB2397
 LB2397:                Primary Azimuth Mark                     Grid Az
 LB2397:SPC IN E     -  LAURRA                                   286 58 38.3
 LB2397:SPC IN W     -  LAURRA                                   286 03 10.5
 LB2397:UTM  16      -  LAURRA                                   286 06 26.3
 LB2397
 LB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5989508958(NAD 83)
 LB2397
 LB2397|---------------------------------------------------------------------|
 LB2397| PID    Reference Object                     Distance      Geod. Az  |
 LB2397|                                                           dddmmss.s |
 LB2397| LB2399 LAURRA                              APPROX. 0.7 KM 2863412.4 |
 LB2397| CC9474 JUNCTION RM                          11.932 METERS 29043     |
 LB2397| LB2404 JUNCTION A                          181.947 METERS 29316     |
 LB2397|---------------------------------------------------------------------|
 LB2397
 LB2397                          SUPERSEDED SURVEY CONTROL
 LB2397
 LB2397  NAD 83(1986)-  40 43 45.78079(N)    086 17 26.61678(W) AD(       ) 2
 LB2397  NAD 27      -  40 43 45.61880(N)    086 17 26.61340(W) AD(       ) 2
 LB2397  USSD        -  40 43 45.64200(N)    086 17 26.45200(W) AD(       ) 3
 LB2397
 LB2397.Superseded values are not recommended for survey control.
 LB2397
 LB2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2397.See file dsdata.pdf to determine how the superseded data were derived.
 LB2397
 LB2397_MARKER: DS = TRIANGULATION STATION DISK
 LB2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2397_STAMPING: JUNCTION 1920
 LB2397_MARK LOGO: CGS
 LB2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2397+STABILITY: SURFACE MOTION
 LB2397
 LB2397  HISTORY     - Date     Condition        Report By
 LB2397  HISTORY     - 1920     MONUMENTED       CGS
 LB2397
 LB2397                          STATION DESCRIPTION
 LB2397
 LB2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2397'THREE AND ONE-HALF MILES S OF LOGANSPORT, ON THE E SIDE OF THE TRACK,
 LB2397'3 YARDS E OF THE HIGHWAY BRIDGE OVER THE PENNSYLVANIA RAILROAD LINE,
 LB2397'ONE-FOURTH MILE NE OF THE JUNCTION TOWER, 14.982 METERS (49.15
 LB2397'FEET) FROM THE E AND NEAREST RAIL.  THE STATION, UNDERGROUND AND
 LB2397'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 LB2397'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 LB2397'11.882 METERS (38.98 FEET) FROM THE STATION N 69 DEG 18 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2285 ***********************************************************************
 HZ2285  DESIGNATION -  JUNCTION 2
 HZ2285  PID         -  HZ2285
 HZ2285  STATE/COUNTY-  IN/CLARK
 HZ2285  COUNTRY     -  US
 HZ2285  USGS QUAD   -  NEW ALBANY (2019)
 HZ2285
 HZ2285                         *CURRENT SURVEY CONTROL
 HZ2285  ______________________________________________________________________
 HZ2285* NAD 83(1997) POSITION- 38 19 11.04770(N) 085 45 05.04498(W)   NO CHECK
 HZ2285* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 HZ2285  ______________________________________________________________________
 HZ2285  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 HZ2285  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HZ2285  HORZ ORDER      -  THIRD
 HZ2285
 HZ2285.The horizontal coordinates were established by classical geodetic methods
 HZ2285.and adjusted by the National Geodetic Survey in May 1999.
 HZ2285
 HZ2285.No horizontal observational check was made to the station.
 HZ2285
 HZ2285.The orthometric height was scaled from a topographic map.
 HZ2285
 HZ2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2285.GEOID18 height accuracy estimate available here.
 HZ2285
 HZ2285.Click photographs - Photos may exist for this station.
 HZ2285
 HZ2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2285
 HZ2285. The following values were computed from the NAD 83(1997) position.
 HZ2285
 HZ2285;                    North         East     Units Scale Factor Converg.
 HZ2285;SPC IN E     -   340,986.720    92,590.217   MT  0.99996734   -0 03 09.1
 HZ2285;SPC IN E     - 1,118,720.60    303,773.07   sFT  0.99996734   -0 03 09.1
 HZ2285;SPC KY1Z     - 1,220,458.506 1,499,877.457   MT  0.99993481   -0 00 03.1
 HZ2285;SPC KY1Z     - 4,004,120.95  4,920,847.96   sFT  0.99993481   -0 00 03.1
 HZ2285;SPC KY N     -    92,058.019   368,713.193   MT  0.99996538   -0 56 02.3
 HZ2285;SPC KY N     -   302,027.02  1,209,686.53   sFT  0.99996538   -0 56 02.3
 HZ2285;UTM  16      - 4,242,028.784   609,147.972   MT  0.99974672   +0 46 27.4
 HZ2285
 HZ2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2285!SPC IN E     -   0.99998267  x   0.99996734  =   0.99995001
 HZ2285!SPC KY1Z     -   0.99998267  x   0.99993481  =   0.99991748
 HZ2285!SPC KY N     -   0.99998267  x   0.99996538  =   0.99994805
 HZ2285!UTM  16      -   0.99998267  x   0.99974672  =   0.99972940
 HZ2285
 HZ2285:                Primary Azimuth Mark                     Grid Az
 HZ2285:SPC IN E     -  RADIO STATION WAVE NORTH MAST            105 06 15.2
 HZ2285:SPC KY1Z     -  RADIO STATION WAVE NORTH MAST            105 03 09.2
 HZ2285:SPC KY N     -  RADIO STATION WAVE NORTH MAST            105 59 08.4
 HZ2285:UTM  16      -  RADIO STATION WAVE NORTH MAST            104 16 38.7
 HZ2285
 HZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0914742028(NAD 83)
 HZ2285
 HZ2285|---------------------------------------------------------------------|
 HZ2285| PID    Reference Object                     Distance      Geod. Az  |
 HZ2285|                                                           dddmmss.s |
 HZ2285| CG8253 JUNCTION 2 RM 3                      13.728 METERS 00820     |
 HZ2285| HZ1375 JUNCTION RM 1                        13.719 METERS 00833     |
 HZ2285| HZ2138 RADIO STATION WAVE NORTH MAST       APPROX. 0.6 KM 1050306.1 |
 HZ2285| HZ1376 JUNCTION RM 2                        29.663 METERS 17452     |
 HZ2285| HZ2633 JUNCTION RESET                       17.664 METERS 23756     |
 HZ2285|---------------------------------------------------------------------|
 HZ2285
 HZ2285                          SUPERSEDED SURVEY CONTROL
 HZ2285
 HZ2285  NAD 83(1993)-  38 19 11.04794(N)    085 45 05.04529(W) AD(       ) 3
 HZ2285  NAD 83(1986)-  38 19 11.05115(N)    085 45 05.05189(W) AD(       ) 3
 HZ2285  NAD 27      -  38 19 10.80900(N)    085 45 05.18500(W) AD(       ) 3
 HZ2285
 HZ2285.Superseded values are not recommended for survey control.
 HZ2285
 HZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2285.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2285
 HZ2285_MARKER: DS = TRIANGULATION STATION DISK
 HZ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2285_STAMPING: JUNCTION 2 1964
 HZ2285_MARK LOGO: CGS
 HZ2285_PROJECTION: FLUSH
 HZ2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2285+STABILITY: SURFACE MOTION
 HZ2285
 HZ2285  HISTORY     - Date     Condition        Report By
 HZ2285  HISTORY     - 1964     MONUMENTED       CGS
 HZ2285  HISTORY     - 1979     GOOD             NGS
 HZ2285
 HZ2285                          STATION DESCRIPTION
 HZ2285
 HZ2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JB)
 HZ2285'ABOUT 3.5 MILES NORTHERLY ALONG NO. 65 INTER STATE HWY. FROM THE
 HZ2285'NORTHERLY END OF BRIDGE OVER OHIO RIVER, 0.15 MILE NE OF THE INTER-
 HZ2285'SECTION OF SAID AND NO. 131 INDIANA HWY. WITH WHICH THERE IS COMPLETE
 HZ2285'INTERCHANGE, AN ESTIMATED 150 YARDS N OF INTERSECTION OF
 HZ2285'PENNSYLVANIA R.R. AND THE BALTIMORE AND OHIO R.R.AT BRICK CONTROL
 HZ2285'TOWER, ABOUT 50 YARDS SE OF Y-JUNCTION OF NO. 131 HWY. AND
 HZ2285'CHARLESTOWN-NEW ALBANY RD., 63.6 FEET SE OF ONE CONCRETE-PEDESTALED
 HZ2285'STEEL POLE OF PARKING-AREA FLOODLIGHT, 61.0 FT. NNE OF
 HZ2285'ANOTHER, ABOUT 20 YARDS SSE OF CENTER LINE OF CHAS.-N.A. RD., 40.0
 HZ2285'FEET WNW OF W RAIL OF R.R MAIN LINE, 10 FEET S OF NE CORNER OF
 HZ2285'TRUCK STOP PARKING AREA, AND FLUSH WITH THE GROUND.
 HZ2285'
 HZ2285'REFERENCE MARK NO. 1 IS 34 FEET WNW OF W RAIL OF R.R. MAIN LINE,
 HZ2285'13.2 FEET WNW OF W RAIL OF SIDETRACK, 33 FEET SSE OF CENTER OF
 HZ2285'ROAD, AND PROJECTING 0.3 FEET.
 HZ2285'
 HZ2285'REFERENCE MARK NO. 2 IS 41.6 FEET S OF CENTER OF ONE LIGHT POST, 49
 HZ2285'FEET NE OF ANOTHER, 30.0 FEET WNW OF W RAIL OF R.R. MAIN LINE,
 HZ2285'2.0 FEET LOWER THAN TOP OF SAME, 5.3 FEET WNW OF W RAIL OF
 HZ2285'SIDETRACK, AND ABOUT 0.3 FEET BELOW SURFACE OF SAND AND CINDERS.
 HZ2285'
 HZ2285'TRI.STA. JUNCTION IS ABOUT AN INCH BELOW THE ASPHALT SURFACE OF
 HZ2285'CRUSHED STONE PAVEMENT OF PARKING AREA. THE SURFACE MARK WAS
 HZ2285'RECOVERED TILTED TO AN ESTIMATED 45 DEGREES. THE SUBSURFACE MARK WAS
 HZ2285'RECOVERED APPARENTLY UNDISTURBED, STAMPED JUNCTION 1947.
 HZ2285'THE SURFACE MARK WAS REPLACED DIRECTLY ABOVE THE SUBSURFACE MARK AND
 HZ2285'CONSIDERABLY REENFORCED TO WITHSTAND DISPLACEMENT BY THE
 HZ2285'HEAVY TRAFFIC IT IS HOPED. THE BEARING FROM JUNCTION TO JUNCTION 2
 HZ2285'WAS DETERMINED TO BE N 57 DEG 56 MIN E WHEREAS THE AZIMUTH
 HZ2285'FROM THE SAME JUNCTION TO AZIMUTH MARK RESET 1960 IS LISTED AS
 HZ2285'S 57 DEG 56 MIN W AND 0.4 MILE DISTANT.
 HZ2285'
 HZ2285'AZIMUTH MARK STAMPED JUNCTION 1947 RESET 1960, NOTE 16A, IS ABOUT
 HZ2285'0.45 MILE SW IN AZIMUTH AS LISTED NEXT ABOVE, 120 FEET SSW OF
 HZ2285'MOST SOUTHERLY CORNER OF BRICK HOUSE, 65 FEET NW OF CENTER LINE OF PRE
 HZ2285'22-FOOT PAVEMENT OF NO. 131 INDIANA HWY., 8 FEET NE OF CENTER LINE
 HZ2285'OF A FOOT-DEEP 10-FOOT-WIDE DITCH, AND FLUSH WITH THE GROUND. IT IS
 HZ2285'PRESENTLY OBSTRUCTED BY ONE OR TWO SMALL TREES WHICH ARE
 HZ2285'EXPECTED TO BE REMOVED BY REPORTED WIDENING OF THE HIGHWAY IN THE
 HZ2285'NEAR FUTURE.
 HZ2285
 HZ2285                          STATION RECOVERY (1979)
 HZ2285
 HZ2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2285'STATION MARK, REFERENCE MARK 2 FOUND IN GOOD CONDITION.  RM 1 WAS
 HZ2285'FOUND WITH THE TOP PORTION KNOCKED OFF.  THE MARKS WERE ALL COVERED
 HZ2285'WITH ROCKS AND CINDERS.  REFERENCE MARK 3 WAS ESTABLISHED.  THERE WAS
 HZ2285'NO SUITABLE PLACE VISIBLE AT THIS TIME TO SET NEW AZIMUTH MARK.  THE
 HZ2285'MAST TAKEN IN 1964 WERE NOT VISIBLE.
 HZ2285'
 HZ2285'THE STATION IS LOCATED AT NEW ALBANY, AT THE INTERSECTION OF NEW
 HZ2285'ALBANY AND CHARLESTON ROAD AND RAILROAD TRACKS AT THE NE EDGE OF A
 HZ2285'TRUCK PARKING LOT TO A MOBIL AND TRANSIT TRUCK STOP.  IT IS 40 FT W OF
 HZ2285'W RAIL OF MAIN LINE OF RAILROAD, 63.6 FT SE OF A STEEL FLOOD LIGHT
 HZ2285'STANDARD, 91 FT S OF CENTER LINE OF CHARLESTON, NEW ALBANY ROAD, 35.2
 HZ2285'FT SE OF A POWER LINE POLE WITH A SINGLE GUY BRACE AND 1 FT S OF A
 HZ2285'METAL WITNESS POST.  THE MARK NOW PROJECTS 2 INCHES AND THE DISK IS
 HZ2285'STAMPED JUNCTION 2 1964.
 HZ2285'
 HZ2285'RM 2 IS 6 FT E OF E EDGE OF PARKING LOT, 78.3 FT N OF POWER LINE
 HZ2285'POLE WITH 5 GUY BRACES, POLE NO 813 3069, 5.3 FT WNW OF W RAIL OF
 HZ2285'SPUR TRACK OF RAILROAD AND 0.5 FT NW OF A METAL WITNESS POST.  THE
 HZ2285'MARK IS NOW UNDERGROUND 2 INCHES AND THE DISK STAMPED JUNCTION NO
 HZ2285'2 1947.
 HZ2285'
 HZ2285'REFERENCE MARK 3 IS 34 FT WNW OF W RAIL OF MAIN LINE OF RAILROAD
 HZ2285'LINE, 33 FT SE OF CENTERLINE OF CHARLESTON NEW ALBANY ROAD, 13 FT NW
 HZ2285'OF W RAIL OF SIDE SPUR TRACK OF RAILROAD AND 1 FT E OF A METAL
 HZ2285'WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED JUNCTION 2
 HZ2285'1964 NO 3 1979.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2633 ***********************************************************************
 HZ2633  DESIGNATION -  JUNCTION RESET
 HZ2633  PID         -  HZ2633
 HZ2633  STATE/COUNTY-  IN/CLARK
 HZ2633  COUNTRY     -  US
 HZ2633  USGS QUAD   -  NEW ALBANY (2019)
 HZ2633
 HZ2633                         *CURRENT SURVEY CONTROL
 HZ2633  ______________________________________________________________________
 HZ2633* NAD 83(1997) POSITION- 38 19 10.74362(N) 085 45 05.66125(W)   ADJUSTED
 HZ2633  ______________________________________________________________________
 HZ2633  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 HZ2633  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HZ2633  HORZ ORDER      -  SECOND
 HZ2633
 HZ2633.The horizontal coordinates were established by classical geodetic methods
 HZ2633.and adjusted by the National Geodetic Survey in May 1999.
 HZ2633
 HZ2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2633.GEOID18 height accuracy estimate available here.
 HZ2633
 HZ2633.Click photographs - Photos may exist for this station.
 HZ2633
 HZ2633.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2633
 HZ2633. The following values were computed from the NAD 83(1997) position.
 HZ2633
 HZ2633;                    North         East     Units Scale Factor Converg.
 HZ2633;SPC IN E     -   340,977.358    92,575.239   MT  0.99996735   -0 03 09.5
 HZ2633;SPC IN E     - 1,118,689.88    303,723.93   sFT  0.99996735   -0 03 09.5
 HZ2633;SPC KY1Z     - 1,220,449.131 1,499,862.488   MT  0.99993479   -0 00 03.5
 HZ2633;SPC KY1Z     - 4,004,090.19  4,920,798.85   sFT  0.99993479   -0 00 03.5
 HZ2633;SPC KY N     -    92,048.888   368,698.072   MT  0.99996538   -0 56 02.7
 HZ2633;SPC KY N     -   301,997.06  1,209,636.92   sFT  0.99996538   -0 56 02.7
 HZ2633;UTM  16      - 4,242,019.209   609,133.134   MT  0.99974668   +0 46 27.0
 HZ2633
 HZ2633:                Primary Azimuth Mark                     Grid Az
 HZ2633:SPC IN E     -  JUNCTION AZ MK RESET                     237 59 35.3
 HZ2633:SPC KY1Z     -  JUNCTION AZ MK RESET                     237 56 29.3
 HZ2633:SPC KY N     -  JUNCTION AZ MK RESET                     238 52 28.5
 HZ2633:UTM  16      -  JUNCTION AZ MK RESET                     237 09 58.8
 HZ2633
 HZ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0913342019(NAD 83)
 HZ2633
 HZ2633|---------------------------------------------------------------------|
 HZ2633| PID    Reference Object                     Distance      Geod. Az  |
 HZ2633|                                                           dddmmss.s |
 HZ2633| HZ1375 JUNCTION RM 1                        28.560 METERS 03634     |
 HZ2633| HZ2285 JUNCTION 2                           17.664 METERS 05756     |
 HZ2633| HZ2138 RADIO STATION WAVE NORTH MAST       APPROX. 0.6 KM 1034756.4 |
 HZ2633| HZ2139 RADIO STATION WAVE SOUTH MAST       APPROX. 0.6 KM 1153918.5 |
 HZ2633| HZ1376 JUNCTION RM 2                        26.778 METERS 13851     |
 HZ2633| HZ1372 JUNCTION AZ MK                                     1933303.0 |
 HZ2633| CG8250 JUNCTION AZ MK RESET                               2375625.8 |
 HZ2633|---------------------------------------------------------------------|
 HZ2633
 HZ2633                          SUPERSEDED SURVEY CONTROL
 HZ2633
 HZ2633  NAD 83(1993)-  38 19 10.74386(N)    085 45 05.66156(W) AD(       ) 2
 HZ2633  NAD 83(1986)-  38 19 10.74707(N)    085 45 05.66814(W) AD(       ) 2
 HZ2633  NAD 27      -  38 19 10.50500(N)    085 45 05.80100(W) AD(       ) 2
 HZ2633
 HZ2633.Superseded values are not recommended for survey control.
 HZ2633
 HZ2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2633.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2633
 HZ2633_MARKER: DS = TRIANGULATION STATION DISK
 HZ2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2633_STAMPING: JUNCTION 1947 1960 1964
 HZ2633_MARK LOGO: CGS
 HZ2633_PROJECTION: RECESSED 3 CENTIMETERS
 HZ2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2633+STABILITY: SURFACE MOTION
 HZ2633
 HZ2633  HISTORY     - Date     Condition        Report By
 HZ2633  HISTORY     - 1964     MONUMENTED       CGS
 HZ2633
 HZ2633                          STATION DESCRIPTION
 HZ2633
 HZ2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JB)
 HZ2633'ABOUT 3.5 MILES NORTHERLY ALONG NO. 65 INTERSTATE HWY. FROM THE N END
 HZ2633'OF THE BRIDGE OVER OHIO RIVER, 0.15 MILE NE OF THE GRADE-SEPARATED
 HZ2633'INTERSECTION OF THE SAID AND NO. 131 IND.HWY. TO WHICH THERE IS
 HZ2633'BOTH-WAYS ACCESS HERE, IN THE NE CORNER OF DANCE OIL CO.
 HZ2633'TRUCK STOP PARKING LOT, ABOUT 50 YARDS SE OF Y-JUNCTION OF NO. 131
 HZ2633'HWY. AND CHAS.N.A.RD. THE CHARLESTOWN-NEW ALBANY RD. EVIDENTLY,
 HZ2633'91-1/2 FEET WNW OF CENTER LINE OF PENN. R.R. MAIN LINE TRACKS, 65-1/2
 HZ2633'FEET S OF CENTER LINE OF CHAS. N.A.RD. TANGENT FROM THE E, SURFACE
 HZ2633'STAMPED JUNCTION 1947 1960 1964 AND UNDERGROUND JUNCTION 1947
 HZ2633'MARKS WITH THE SURFACE MARK ABOUT AN INCH BELOW THE ASPHALT SURFACE
 HZ2633'OF 6-INCH WATER-BOUND MACADAM PAVEMENT.
 HZ2633'
 HZ2633'REFERENCE MARK NO. 1 IS 34 WNW OF W RAIL OF MAIN LINE OR 13.2 FEET
 HZ2633'WNW OF W RAIL OF SIDETRACK OF RAILROAD, AND 33 FEET SSE OF
 HZ2633'CENTER LINE OF CHARLESTOWN NEW ALBANY ROAD.
 HZ2633'
 HZ2633'REFERENCE MARK NO. 2 IS 41.6 FEET S OF CENTER OF ONE TRUCK-STOP
 HZ2633'FLOODLIGHT POST, 49 FEET NE OF ANOTHER THESE LIGHTS ARE ON STEEL
 HZ2633'POSTS SET IN CONCRETE PEDESTALS, 30.0 FT. WNW OF W RAIL OF R.R. MAIN
 HZ2633'LINE, 2.0 FEET LOWER THAN TOP OF SAME, 5.3 FEET W OF W RAIL OF
 HZ2633'SIDETRACK, AND ABOUT 0.3 FOOT BELOW GENERAL LEVEL OF SAND AND
 HZ2633'CINDERS.
 HZ2633'
 HZ2633'TRIANGULATION STATION JUNCTION 2 WAS ESTABLISHED ON THE LINE FROM THE
 HZ2633'1960 RESET AZIMUTH MARK THRU THE SUBJECTS STATION AS NEARLY
 HZ2633'AS THAT LINE COULD BE DETERMINED BY AN ANGLE USING THE INITIAL OF THE
 HZ2633'W A V E N. RADIO MAST, AN ESTIMATED 150 YARDS NNE OF THE
 HZ2633'INTERSECTION OF MAIN LINES AT BRICK CONTROL TOWER OF THE PENNSYLVANIA
 HZ2633'R.R. AND BALTIMORE AND OHIO R.R., 63.6 FEET SE OF ONE
 HZ2633'TRUCK-STOP LIGHT POLE, 61.0 FEET NNE OF ANOTHER, 40.0 FEET WNW OF W
 HZ2633'RAIL OF MAIN LINE, ABOUT 20 YARDS S OF CENTER LINE OF ROAD, 20
 HZ2633'FEET SSW OF ONE DITCH, 9 FEET WNW OF ANOTHER, 10 FEET S OF THE NE
 HZ2633'CORNER OF THE PARKING LOT, AND FLUSH WITH THE GROUND.
 HZ2633'
 HZ2633'AZIMUTH MARK STAMPED JUNCTION 1947 RESET 1960, FLUSH, IS
 HZ2633'ABOUT 0.45 MILE SW OF THE STATION, 120 FEET SSW OF MOST SOUTHERLY
 HZ2633'CORNER OF A BRICK HOUSE, 65 FEET NW OF CENTER LINE OF PRESENT 22-FOOT
 HZ2633'PAVEMENT OF NO. 131 INDIANA HWY., 8 FEET NE OF CENTER LINE OF A
 HZ2633'FOOT-DEEP 10-FOOT-WIDE DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2327 ***********************************************************************
 ME2327  DESIGNATION -  JUNCTION RESET
 ME2327  PID         -  ME2327
 ME2327  STATE/COUNTY-  IN/MARSHALL
 ME2327  COUNTRY     -  US
 ME2327  USGS QUAD   -  LA PAZ (2019)
 ME2327
 ME2327                         *CURRENT SURVEY CONTROL
 ME2327  ______________________________________________________________________
 ME2327* NAD 83(1997) POSITION- 41 26 58.33315(N) 086 17 49.42681(W)   ADJUSTED
 ME2327* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 ME2327  ______________________________________________________________________
 ME2327  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME2327  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 ME2327  HORZ ORDER      -  THIRD
 ME2327
 ME2327.The horizontal coordinates were established by classical geodetic methods
 ME2327.and adjusted by the National Geodetic Survey in May 1999.
 ME2327
 ME2327.The orthometric height was scaled from a topographic map.
 ME2327
 ME2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2327.GEOID18 height accuracy estimate available here.
 ME2327
 ME2327.Click photographs - Photos may exist for this station.
 ME2327
 ME2327.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2327
 ME2327. The following values were computed from the NAD 83(1997) position.
 ME2327
 ME2327;                    North         East     Units Scale Factor Converg.
 ME2327;SPC IN E     -   688,673.151    47,325.104   MT  1.00000080   -0 25 02.3
 ME2327;SPC IN E     - 2,259,421.83    155,265.78   sFT  1.00000080   -0 25 02.3
 ME2327;UTM  16      - 4,588,900.312   558,714.775   MT  0.99964242   +0 27 55.2
 ME2327
 ME2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2327!SPC IN E     -   0.99996439  x   1.00000080  =   0.99996519
 ME2327!UTM  16      -   0.99996439  x   0.99964242  =   0.99960682
 ME2327
 ME2327:                Primary Azimuth Mark                     Grid Az
 ME2327:SPC IN E     -  JUNCTION AZ MK                           087 35 03.7
 ME2327:UTM  16      -  JUNCTION AZ MK                           086 42 06.2
 ME2327
 ME2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5871488900(NAD 83)
 ME2327
 ME2327|---------------------------------------------------------------------|
 ME2327| PID    Reference Object                     Distance      Geod. Az  |
 ME2327|                                                           dddmmss.s |
 ME2327| CM2925 JUNCTION AZ MK                                     0871001.4 |
 ME2327| CM2926 JUNCTION RM 1                        18.428 METERS 11223     |
 ME2327| CM2927 JUNCTION RM 2                        30.416 METERS 20231     |
 ME2327| CM2928 JUNCTION RM 3                        19.821 METERS 35733     |
 ME2327|---------------------------------------------------------------------|
 ME2327
 ME2327                          SUPERSEDED SURVEY CONTROL
 ME2327
 ME2327  NAD 83(1986)-  41 26 58.33704(N)    086 17 49.43317(W) AD(       ) 3
 ME2327  NAD 27      -  41 26 58.16770(N)    086 17 49.40770(W) AD(       ) 3
 ME2327
 ME2327.Superseded values are not recommended for survey control.
 ME2327
 ME2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2327.See file dsdata.pdf to determine how the superseded data were derived.
 ME2327
 ME2327_MARKER: DH = HORIZONTAL CONTROL DISK
 ME2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2327_STAMPING: JUNCTION 1952 1974
 ME2327_MARK LOGO: NGS
 ME2327_PROJECTION: FLUSH
 ME2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2327+STABILITY: SURFACE MOTION
 ME2327
 ME2327  HISTORY     - Date     Condition        Report By
 ME2327  HISTORY     - 1952     MONUMENTED       CGS
 ME2327  HISTORY     - 1972     SEE DESCRIPTION  USGS
 ME2327  HISTORY     - 1974     GOOD             NGS
 ME2327
 ME2327                          STATION DESCRIPTION
 ME2327
 ME2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2327'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF BREMEN AND ABOUT 7 MILES
 ME2327'NORTH OF PLYMOUTH, 0.65 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS 31
 ME2327'AND 6 IN THE SOUTHEAST ANGLE OF U.S. HIGHWAY 6 AND THE PENNSYLVANIA
 ME2327'RAILROAD CROSSING, AND IS ON HIGHWAY PROPERTY.  IT IS 110 FEET
 ME2327'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND THE HIGHWAY, 95 FEET
 ME2327'SOUTH OF THE CENTER OF THE HIGHWAY, 63 FEET EAST OF THE EAST RAIL OF
 ME2327'THE RAILROAD AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 ME2327'PROJECTS 2 INCHES AND THE DISK IS STAMPED JUNCTION 1952.
 ME2327'
 ME2327'REFERENCE MARK NO. 1 IS 123 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 ME2327'AND 107 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 2
 ME2327'INCHES AND THE DISK IS STAMPED JUNCTION NO 1 1952.
 ME2327'
 ME2327'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 ME2327'AND 2 FEET NORTHEAST OF A TELEPHONE LINE POLE.  THE MARK PROJECTS 4
 ME2327'INCHES AND THE DISK IS STAMPED JUNCTION NO 2 1952.
 ME2327'
 ME2327'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6, 3 FEET
 ME2327'WEST OF A WHITE WITNESS POST AND 2 FEET NORTHWEST OF A TELEPHONE LINE
 ME2327'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JUNCTION
 ME2327'1952.
 ME2327'
 ME2327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY 6
 ME2327'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2327'
 ME2327'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2327
 ME2327                          STATION RECOVERY (1972)
 ME2327
 ME2327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (LCR)
 ME2327'AREA GRADED, BM DESTROYED.
 ME2327'
 ME2327'QUOTE PRIMARY REFERENCE 7-1/2 MI. W. OF BREMEN
 ME2327
 ME2327                          STATION RECOVERY (1974)
 ME2327
 ME2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME2327'THE STATION MARK WAS FOUND WITH THE DISK SHEARED OFF, REFERENCE MARK 2
 ME2327'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 ME2327'THE DIRECTION TO REFERENCE MARK 2 TAKEN OFF THE AZIMUTH MARK VERIFIED
 ME2327'THE 1952 DATA.  A NEW SURFACE DISK WAS SET.
 ME2327'
 ME2327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 31 AT
 ME2327'THE SOUTH EDGE OF THE VILLAGE OF LA PAZ, GO EAST ON U.S. HIGHWAY 6 FOR
 ME2327'0.7 MILE TO A GRADED AREA ON THE RIGHT JUST AFTER CROSSING AN OLD
 ME2327'ABANDONED RAIL ROAD CROSSING.  TURN RIGHT INTO GRADED AREA AND THE
 ME2327'STATION AS DESCRIBED.
 ME2327'
 ME2327'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 ME2327'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED
 ME2327'JUNCTION 1952 1974.  IT IS 95 FEET SOUTH OF THE CENTER OF U.S.
 ME2327'HIGHWAY 6, 65 FEET SOUTH OF A TELEPHONE POLE, 63 FEET EAST OF THE EAST
 ME2327'RAIL OF THE OLD ABANDONED RAIL ROAD TRACKS AND 1 FOOT EAST OF A METAL
 ME2327'WITNESS POST.
 ME2327'
 ME2327'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 ME2327'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41
 ME2327'FEET EAST OF THE EAST RAIL OF THE RAIL ROAD TRACK, 18 FEET NORTHWEST
 ME2327'OF A CONCRETE HIGHWAY MARKER AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2327'IT IS FLUSH AND STAMPED JUNCTION NO 2 1952
 ME2327'
 ME2327'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 ME2327'CYLINDER THAT IS FLUSH WITH THE GROUND.  IT IS 28 FEET SOUTH OF THE
 ME2327'CENTER OF U.S. HIGHWAY 6, 2 FEET WEST OF A METAL WITNESS POST AND
 ME2327'1-FOOT EAST OF THE TELEPHONE POLE.
 ME2327'
 ME2327'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP O A 10-INCH SQUARE
 ME2327'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 31 FEET NORTH OF THE
 ME2327'CENTER OF U.S. HIGHWAY 6, 3 FEET WEST OF A WOODEN WITNESS POST.  AND 2
 ME2327'FEET NORTH OF A FENCE LINE.
 ME2327'
 ME2327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY 6
 ME2327'FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 ME2327'
 ME2327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7-1/2 MILES NORTH OF
 ME2327'PLYMOUTH
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1375 ***********************************************************************
 HZ1375  DESIGNATION -  JUNCTION RM 1
 HZ1375  PID         -  HZ1375
 HZ1375  STATE/COUNTY-  IN/CLARK
 HZ1375  COUNTRY     -  US
 HZ1375  USGS QUAD   -  NEW ALBANY (2019)
 HZ1375
 HZ1375                         *CURRENT SURVEY CONTROL
 HZ1375  ______________________________________________________________________
 HZ1375* NAD 83(1986) POSITION- 38 19 11.49   (N) 085 45 04.96   (W)   HD_HELD1
 HZ1375* NAVD 88 ORTHO HEIGHT -   143.124 (meters)      469.57  (feet) ADJUSTED
 HZ1375  ______________________________________________________________________
 HZ1375  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 HZ1375  DYNAMIC HEIGHT  -        143.028 (meters)      469.25  (feet) COMP
 HZ1375  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1375
 HZ1375  VERT ORDER      -  SECOND    CLASS 0
 HZ1375
 HZ1375.The horizontal coordinates were determined by differentially corrected
 HZ1375.hand held GPS observations or other comparable positioning techniques
 HZ1375.and have an estimated accuracy of +/- 3 meters.
 HZ1375
 HZ1375.The orthometric height was determined by differential leveling and
 HZ1375.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1375.in June 1991.
 HZ1375
 HZ1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1375.GEOID18 height accuracy estimate available here.
 HZ1375
 HZ1375.Click photographs - Photos may exist for this station.
 HZ1375
 HZ1375.The dynamic height is computed by dividing the NAVD 88
 HZ1375.geopotential number by the normal gravity value computed on the
 HZ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1375.degrees latitude (g = 980.6199 gals.).
 HZ1375
 HZ1375.The modeled gravity was interpolated from observed gravity values.
 HZ1375
 HZ1375;                    North         East    Units  Estimated Accuracy
 HZ1375;SPC IN E     -   341,000.4      92,592.3     MT  (+/- 3 meters HH1 GPS) 
 HZ1375
 HZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0914942042(NAD 83)
 HZ1375
 HZ1375                          SUPERSEDED SURVEY CONTROL
 HZ1375
 HZ1375  NGVD 29 (??/??/92)  143.270  (m)          470.05   (f) ADJ UNCH    2 0
 HZ1375
 HZ1375.Superseded values are not recommended for survey control.
 HZ1375
 HZ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1375.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1375
 HZ1375_MARKER: DR = REFERENCE MARK DISK
 HZ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1375_STAMPING: JUNCTION NO 1 1947
 HZ1375_MARK LOGO: CGS
 HZ1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1375+STABILITY: SURFACE MOTION
 HZ1375
 HZ1375  HISTORY     - Date     Condition        Report By
 HZ1375  HISTORY     - 1947     MONUMENTED       CGS
 HZ1375  HISTORY     - 1955     GOOD             USGS
 HZ1375
 HZ1375                          STATION DESCRIPTION
 HZ1375
 HZ1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1375'2.7 MI N FROM JEFFERSONVILLE.
 HZ1375'ABOUT 2.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1375'STATION AT JEFFERSONVILLE, ABOUT 0.1 MILE NORTH-NORTHWEST OF THE
 HZ1375'INTERSECTION OF PENNSYLVANIA RAILROAD AND THE BALTIMORE AND OHIO
 HZ1375'RAILROAD, AT THE INTERSECTION OF U.S. HIGHWAY 31E AND STATE
 HZ1375'HIGHWAY 231, 142.5 FEET NORTH OF R.M. NO 2, 93.5 FEET NORTHEAST
 HZ1375'OF JUNCTION STA, 77 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 HZ1375'STATE HIGHWAY 231 AT THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 HZ1375'46.5 FEET SOUTH-SOUTHWEST OF BM W 49, 34 FEET WEST OF THE WEST RAIL,
 HZ1375'35 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 231, 17 FEET
 HZ1375'SOUTH OF A TELEPHONE POLE, 13 FEET WEST OF THE CENTER LINE OF A
 HZ1375'DIM DRIVEWAY SOUTH BOYD RAILROAD STATION, 1 FOOT NORTHWEST OF A
 HZ1375'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HZ1375'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ1375
 HZ1375                          STATION RECOVERY (1955)
 HZ1375
 HZ1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HZ1375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1376 ***********************************************************************
 HZ1376  DESIGNATION -  JUNCTION RM 2
 HZ1376  PID         -  HZ1376
 HZ1376  STATE/COUNTY-  IN/CLARK
 HZ1376  COUNTRY     -  US
 HZ1376  USGS QUAD   -  NEW ALBANY (2019)
 HZ1376
 HZ1376                         *CURRENT SURVEY CONTROL
 HZ1376  ______________________________________________________________________
 HZ1376* NAD 83(1986) POSITION- 38 19 10.09   (N) 085 45 04.94   (W)   HD_HELD1
 HZ1376* NAVD 88 ORTHO HEIGHT -   143.104 (meters)      469.50  (feet) ADJUSTED
 HZ1376  ______________________________________________________________________
 HZ1376  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 HZ1376  DYNAMIC HEIGHT  -        143.008 (meters)      469.19  (feet) COMP
 HZ1376  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1376
 HZ1376  VERT ORDER      -  SECOND    CLASS 0
 HZ1376
 HZ1376.The horizontal coordinates were determined by differentially corrected
 HZ1376.hand held GPS observations or other comparable positioning techniques
 HZ1376.and have an estimated accuracy of +/- 3 meters.
 HZ1376
 HZ1376.The orthometric height was determined by differential leveling and
 HZ1376.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1376.in June 1991.
 HZ1376
 HZ1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1376.GEOID18 height accuracy estimate available here.
 HZ1376
 HZ1376.Click photographs - Photos may exist for this station.
 HZ1376
 HZ1376.The dynamic height is computed by dividing the NAVD 88
 HZ1376.geopotential number by the normal gravity value computed on the
 HZ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1376.degrees latitude (g = 980.6199 gals.).
 HZ1376
 HZ1376.The modeled gravity was interpolated from observed gravity values.
 HZ1376
 HZ1376;                    North         East    Units  Estimated Accuracy
 HZ1376;SPC IN E     -   340,957.2      92,592.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1376
 HZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0915041999(NAD 83)
 HZ1376
 HZ1376                          SUPERSEDED SURVEY CONTROL
 HZ1376
 HZ1376  NGVD 29 (??/??/92)  143.250  (m)          469.98   (f) ADJ UNCH    2 0
 HZ1376
 HZ1376.Superseded values are not recommended for survey control.
 HZ1376
 HZ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1376.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1376
 HZ1376_MARKER: DR = REFERENCE MARK DISK
 HZ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1376_STAMPING: JUNCTION NO 2 1947
 HZ1376_MARK LOGO: CGS
 HZ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1376+STABILITY: SURFACE MOTION
 HZ1376
 HZ1376  HISTORY     - Date     Condition        Report By
 HZ1376  HISTORY     - 1947     MONUMENTED       CGS
 HZ1376  HISTORY     - 1949     GOOD             CGS
 HZ1376
 HZ1376                          STATION DESCRIPTION
 HZ1376
 HZ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1376'2.7 MI N FROM JEFFERSONVILLE.
 HZ1376'ABOUT 2.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1376'STATION AT JEFFERSONVILLE, ABOUT 0.1 MILE NORTH-NORTHWEST OF THE
 HZ1376'INTERSECTION OF PENNSYLVANIA RAILROAD AND THE BALTIMORE AND OHIO
 HZ1376'RAILROAD, AT THE INTERSECTION OF U.S. HIGHWAY 31E AND STATE
 HZ1376'HIGHWAY 231, 142.5 FEET SOUTH OF R.M. NO 1, 88 FEET SOUTHEAST
 HZ1376'OF JUNCTION STA, 30 FEET WEST OF THE WEST RAIL, 11 FEET WEST OF
 HZ1376'THE CENTER LINE OF A DIM DRIVEWAY TO BOYD RAILROAD STATION, 1.5
 HZ1376'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1376'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AD8759 ***********************************************************************
 AD8759  SACS        -  This is a Secondary Airport Control Station.
 AD8759  DESIGNATION -  JVY A
 AD8759  PID         -  AD8759
 AD8759  STATE/COUNTY-  IN/CLARK
 AD8759  COUNTRY     -  US
 AD8759  USGS QUAD   -  JEFFERSONVILLE (2019)
 AD8759
 AD8759                         *CURRENT SURVEY CONTROL
 AD8759  ______________________________________________________________________
 AD8759* NAD 83(2011) POSITION- 38 21 24.92002(N) 085 44 14.17576(W)   ADJUSTED
 AD8759* NAD 83(2011) ELLIP HT-   106.305 (meters)        (06/27/12)   ADJUSTED
 AD8759* NAD 83(2011) EPOCH   -  2010.00
 AD8759* NAVD 88 ORTHO HEIGHT -   139.75  (meters)      458.5   (feet) GPS OBS
 AD8759  ______________________________________________________________________
 AD8759  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AD8759  GEOID HEIGHT    -        -33.409 (meters)                     GEOID99
 AD8759  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 AD8759  NAD 83(2011) X  -    372,246.632 (meters)                     COMP
 AD8759  NAD 83(2011) Y  - -4,994,170.412 (meters)                     COMP
 AD8759  NAD 83(2011) Z  -  3,936,653.421 (meters)                     COMP
 AD8759  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 AD8759
 AD8759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8759  Standards:
 AD8759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8759  -------------------------------------------------------------------
 AD8759  NETWORK    0.45   0.88           0.20   0.16   0.45     -0.00366391
 AD8759  -------------------------------------------------------------------
 AD8759  Click here for local accuracies and other accuracy information.
 AD8759
 AD8759.This mark is at Clark County Airport (JVY)
 AD8759
 AD8759.The horizontal coordinates were established by GPS observations
 AD8759.and adjusted by the National Geodetic Survey in June 2012.
 AD8759
 AD8759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8759.been affixed to the stable North American tectonic plate. See 
 AD8759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8759
 AD8759.The horizontal coordinates are valid at the epoch date displayed above
 AD8759.which is a decimal equivalence of Year/Month/Day.
 AD8759
 AD8759.The orthometric height was determined by GPS observations and a
 AD8759.high-resolution geoid model.
 AD8759
 AD8759.GPS derived orthometric heights for airport stations designated as
 AD8759.PACS or SACS are published to 2 decimal places.  This maintains
 AD8759.centimeter relative accuracy between the PACS and SACS.  It does
 AD8759.not indicate centimeter accuracy relative to other marks which are
 AD8759.part of the published vertical control network.
 AD8759
 AD8759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8759.GEOID18 height accuracy estimate available here.
 AD8759
 AD8759.Click photographs - Photos may exist for this station.
 AD8759
 AD8759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8759
 AD8759.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8759
 AD8759.The ellipsoidal height was determined by GPS observations
 AD8759.and is referenced to NAD 83.
 AD8759
 AD8759. The following values were computed from the NAD 83(2011) position.
 AD8759
 AD8759;                    North         East     Units Scale Factor Converg.
 AD8759;SPC IN E     -   345,113.382    93,829.026   MT  0.99996714   -0 02 37.7
 AD8759;SPC IN E     - 1,132,259.49    307,837.40   sFT  0.99996714   -0 02 37.7
 AD8759;UTM  16      - 4,246,171.992   610,326.821   MT  0.99974990   +0 47 01.2
 AD8759
 AD8759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8759!SPC IN E     -   0.99998332  x   0.99996714  =   0.99995046
 AD8759!UTM  16      -   0.99998332  x   0.99974990  =   0.99973322
 AD8759
 AD8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1032646171(NAD 83)
 AD8759
 AD8759                          SUPERSEDED SURVEY CONTROL
 AD8759
 AD8759  NAD 83(2007)-  38 21 24.92003(N)    085 44 14.17665(W) AD(2002.00) 0
 AD8759  ELLIP H (02/10/07)  106.317  (m)                       GP(2002.00)    
 AD8759  NAD 83(1997)-  38 21 24.92050(N)    085 44 14.17674(W) AD(       ) 1
 AD8759  ELLIP H (11/27/02)  106.343  (m)                       GP(       ) 4 1
 AD8759  NAD 83(1997)-  38 21 24.92044(N)    085 44 14.17674(W) AD(       ) 1
 AD8759  ELLIP H (03/18/02)  106.341  (m)                       GP(       ) 4 1
 AD8759
 AD8759.Superseded values are not recommended for survey control.
 AD8759
 AD8759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8759.See file dsdata.pdf to determine how the superseded data were derived.
 AD8759
 AD8759_MARKER: DD = SURVEY DISK
 AD8759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8759_STAMPING: JVY A 1989
 AD8759_MARK LOGO: NOS
 AD8759_PROJECTION: FLUSH
 AD8759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8759+STABILITY: SURFACE MOTION
 AD8759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8759+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 AD8759
 AD8759  HISTORY     - Date     Condition        Report By
 AD8759  HISTORY     - 1989     MONUMENTED       NOS
 AD8759  HISTORY     - 20010501 GOOD             WOOLPT
 AD8759  HISTORY     - 20020601 GOOD             NGS
 AD8759  HISTORY     - 20190814 GOOD             WOOLPT
 AD8759
 AD8759                          STATION DESCRIPTION
 AD8759
 AD8759'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (GFS)
 AD8759'THE STATION IS LOCATED AT THE CLARK COUNTY AIRPORT EAST OF RUNWAY END
 AD8759'36.  IT IS 217 FEET (66.1 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH
 AD8759'OF THE RUNWAY END ON THE EAST SIDE OF THE RUNWAY, 173 FEET (52.7 M)
 AD8759'EAST OF THE CENTERLINE END OF THE RUNWAY AND 113.9 FEET (34.7 M) EAST
 AD8759'OF THE EASTERLY THRESHOLD ON THE EAST SIDE OF THE RUNWAY.  THE MARK IS
 AD8759'A STANDARD NOS DISK STAMPED JVY A 1989, SET IN THE TOP OF A CONCRETE
 AD8759'MONUMENT AND IS FLUSH WITH THE GROUND.
 AD8759
 AD8759                          STATION RECOVERY (2001)
 AD8759
 AD8759'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 AD8759'THE STATION IS LOCATED APPROXIMATELY 3.7 MI NORTH OF
 AD8759'JEFFERSONVILLE, 2.5 MI SOUTH OF SELLERSBURG, AND IS AT THE CLARK
 AD8759'COUNTY AIRPORT. OWNERSHIP-- CLARK COUNTY AIRPORT,  AIRPORT
 AD8759'MANAGER W E HAPPEL. CONTACT THE AIRPORT MANAGER AT LEAST A WEEK
 AD8759'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AD8759'
 AD8759'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 (EXIT 7)
 AD8759'AND STATE ROUTE 60, PROCEED SOUTHEAST 0.2 MI ALONG STATE ROUTE
 AD8759'60 TO THE JUNCTION OF GREENWOOD ROAD. TURN LEFT AND PROCEED
 AD8759'NORTHEAST 0.45 MI ALONG GREENWOOD ROAD TO THE JUNCTION OF US
 AD8759'ROUTE 31. TURN RIGHT AND PROCEED SOUTHEAST 0.3 MI ALONG US ROUTE
 AD8759'31 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND
 AD8759'PROCEED SOUTHEAST 0.3 MI ALONG THE ENTRANCE ROAD TO A GATE
 AD8759'DIRECTLY AHEAD AND THE TERMINAL ON THE LEFT. CONTINUE THROUGH
 AD8759'THE GATE AND PROCEED SOUTH 0.12 MI ALONG THE APRON TO THE END OF
 AD8759'THE APRON AND A TAXIWAY ON THE LEFT. TURN LEFT AND PROCEED EAST
 AD8759'AND SOUTH 0.20 ALONG THE TAXIWAY TO THE APPROACH END OF RUNWAY
 AD8759'36. PROCEED EAST ACROSS THE RUNWAY TO THE STATION ON THE RIGHT,
 AD8759'SET ONLINE WITH THE EDGE OF PAVEMENT FOR THE APPROACH END OF
 AD8759'RUNWAY 36.
 AD8759'
 AD8759'THE STATION IS LOCATED 18.35 M ON AN AZIMUTH OF 53 DEGREES FROM
 AD8759'THE NORTHEAST CORNER OF A REIL LIGHT, 37.49 M ON AN AZIMUTH OF 93
 AD8759'DEGREES FROM THE SOUTHEAST CORNER OF RUNWAY 36-18, AND 66.20 M
 AD8759'ON AN AZIMUTH OF 151 DEGREES FROM THE FIRST RUNWAY LIGHT NORTH
 AD8759'OF THE END OF THE RUNWAY. THE STATION IS A NOS DISK STAMPED-- JVY A
 AD8759'1989-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND CONCRETE MONUMENT
 AD8759'RECESSED 3 CM BELOW THE GROUND. THIS STATION IS SELECTED AS A
 AD8759'SECONDARY AIRPORT CONTROL STATION.
 AD8759
 AD8759                          STATION RECOVERY (2002)
 AD8759
 AD8759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AD8759'RECOVERED AS DESCRIBED.
 AD8759
 AD8759                          STATION RECOVERY (2019)
 AD8759
 AD8759'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (ZRL)
 AD8759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8496 ***********************************************************************
 AE8496  CBN         -  This is a Cooperative Base Network Control Station.
 AE8496  PACS        -  This is a Primary Airport Control Station.
 AE8496  DESIGNATION -  JVY B
 AE8496  PID         -  AE8496
 AE8496  STATE/COUNTY-  IN/CLARK
 AE8496  COUNTRY     -  US
 AE8496  USGS QUAD   -  JEFFERSONVILLE (2019)
 AE8496
 AE8496                         *CURRENT SURVEY CONTROL
 AE8496  ______________________________________________________________________
 AE8496* NAD 83(2011) POSITION- 38 22 03.18042(N) 085 44 26.64563(W)   ADJUSTED
 AE8496* NAD 83(2011) ELLIP HT-   106.205 (meters)        (06/27/12)   ADJUSTED
 AE8496* NAD 83(2011) EPOCH   -  2010.00
 AE8496* NAVD 88 ORTHO HEIGHT -   139.66  (meters)      458.2   (feet) GPS OBS
 AE8496  ______________________________________________________________________
 AE8496  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8496  GEOID HEIGHT    -        -33.400 (meters)                     GEOID96
 AE8496  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 AE8496  NAD 83(2011) X  -    371,890.320 (meters)                     COMP
 AE8496  NAD 83(2011) Y  - -4,993,462.661 (meters)                     COMP
 AE8496  NAD 83(2011) Z  -  3,937,578.404 (meters)                     COMP
 AE8496  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AE8496
 AE8496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8496  Standards:
 AE8496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8496  -------------------------------------------------------------------
 AE8496  NETWORK    0.45   0.88           0.20   0.16   0.45     -0.00278247
 AE8496  -------------------------------------------------------------------
 AE8496  Click here for local accuracies and other accuracy information.
 AE8496
 AE8496.This mark is at Clark County Airport (JVY)
 AE8496
 AE8496.The horizontal coordinates were established by GPS observations
 AE8496.and adjusted by the National Geodetic Survey in June 2012.
 AE8496
 AE8496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8496.been affixed to the stable North American tectonic plate. See 
 AE8496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8496
 AE8496.The horizontal coordinates are valid at the epoch date displayed above
 AE8496.which is a decimal equivalence of Year/Month/Day.
 AE8496
 AE8496.The orthometric height was determined by GPS observations and a
 AE8496.high-resolution geoid model.
 AE8496
 AE8496.GPS derived orthometric heights for airport stations designated as
 AE8496.PACS or SACS are published to 2 decimal places.  This maintains
 AE8496.centimeter relative accuracy between the PACS and SACS.  It does
 AE8496.not indicate centimeter accuracy relative to other marks which are
 AE8496.part of the published vertical control network.
 AE8496
 AE8496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8496.GEOID18 height accuracy estimate available here.
 AE8496
 AE8496.Click photographs - Photos may exist for this station.
 AE8496
 AE8496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8496
 AE8496.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8496
 AE8496.The ellipsoidal height was determined by GPS observations
 AE8496.and is referenced to NAD 83.
 AE8496
 AE8496. The following values were computed from the NAD 83(2011) position.
 AE8496
 AE8496;                    North         East     Units Scale Factor Converg.
 AE8496;SPC IN E     -   346,293.311    93,527.224   MT  0.99996718   -0 02 45.5
 AE8496;SPC IN E     - 1,136,130.64    306,847.23   sFT  0.99996718   -0 02 45.5
 AE8496;UTM  16      - 4,247,347.183   610,008.078   MT  0.99974904   +0 46 54.2
 AE8496
 AE8496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8496!SPC IN E     -   0.99998334  x   0.99996718  =   0.99995052
 AE8496!UTM  16      -   0.99998334  x   0.99974904  =   0.99973238
 AE8496
 AE8496:                Primary Azimuth Mark                     Grid Az
 AE8496:SPC IN E     -  JVY D                                    003 05 04.0
 AE8496:UTM  16      -  JVY D                                    002 15 24.3
 AE8496
 AE8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1000847347(NAD 83)
 AE8496
 AE8496|---------------------------------------------------------------------|
 AE8496| PID    Reference Object                     Distance      Geod. Az  |
 AE8496|                                                           dddmmss.s |
 AE8496| DR3870 JVY D                               492.231 METERS 0030218.5 |
 AE8496|---------------------------------------------------------------------|
 AE8496
 AE8496                          SUPERSEDED SURVEY CONTROL
 AE8496
 AE8496  NAD 83(2007)-  38 22 03.18043(N)    085 44 26.64652(W) AD(2002.00) 0
 AE8496  ELLIP H (02/10/07)  106.217  (m)                       GP(2002.00)    
 AE8496  NAD 83(1997)-  38 22 03.18086(N)    085 44 26.64662(W) AD(       ) B
 AE8496  ELLIP H (04/10/98)  106.242  (m)                       GP(       ) 4 1
 AE8496
 AE8496.Superseded values are not recommended for survey control.
 AE8496
 AE8496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8496.See file dsdata.pdf to determine how the superseded data were derived.
 AE8496
 AE8496_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8496_SETTING: 66 = SET IN ROCK OUTCROP
 AE8496_STAMPING: JVY B 1997
 AE8496_MARK LOGO: NGS
 AE8496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8496+STABILITY: POSITION/ELEVATION WELL
 AE8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8496+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 AE8496
 AE8496  HISTORY     - Date     Condition        Report By
 AE8496  HISTORY     - 1997     MONUMENTED       NGS
 AE8496  HISTORY     - 20010501 GOOD             WOOLPT
 AE8496  HISTORY     - 20020601 GOOD             NGS
 AE8496  HISTORY     - 20081023 GOOD             ACCU
 AE8496  HISTORY     - 20110411 GOOD             INLAND
 AE8496  HISTORY     - 20110909 GOOD             JCLS
 AE8496  HISTORY     - 20190814 GOOD             WOOLPT
 AE8496
 AE8496                          STATION DESCRIPTION
 AE8496
 AE8496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8496'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF JEFFERSONVILLE, 4
 AE8496'KM (2.50 MI) SOUTH OF SELLERSBURG, 3 KM (1.85 MI) NORTH-NORTHEAST OF
 AE8496'THE JUNCTION OF INTERSTATE HIGHWAYS 65 AND 265, AT THE
 AE8496'JEFFERSONVILLE-CLARK COUNTY AIRPORT, IN THE SOUTHWEST QUADRANT OF THE
 AE8496'JUNCTION OF RUNWAY 14-32 AND THE PARALLEL TAXI FOR RUNWAY 18-36, AND
 AE8496'BETWEEN RUNWAY 14-32 AND ITS PARALLEL TAXI.  OWNERSHIP--W.E. HAPPEL,
 AE8496'HAPS AERIAL ENTERPRISES, 7001 AIRPORT DRIVE, SELLERSBURG IN 47172,
 AE8496'PHONE 812-246-5491.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 AE8496'STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AE8496'HIGHWAY 65 AND STATE HIGHWAY 60 (EXIT 7), GO SOUTHEAST ON HIGHWAY 60
 AE8496'FOR 0.35 KM (0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST-NORTHEAST
 AE8496'ON GREENWOOD ROAD FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF U.S.
 AE8496'HIGHWAY 31.  TURN RIGHT, SOUTH-SOUTHEAST ON HIGHWAY 31 FOR 0.52 KM
 AE8496'(0.30 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AE8496'SOUTHEAST ON THE ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO A GATE AT THE
 AE8496'APRON AND THE OFFICE AND TERMINAL ON THE LEFT.  PASS THROUGH THE GATE,
 AE8496'THEN TURN LEFT, NORTH, THEN NORTHWEST ON THE APRON FOR 0.33 KM (0.20
 AE8496'MI) TO A CONNECTOR TAXI ON THE RIGHT. TURN RIGHT, NORTHEAST ALONG THE
 AE8496'TAXI AND CROSSING THE PARALLEL TAXI FOR RUNWAY 14-32 FOR 0.08 KM (0.05
 AE8496'MI) TO THE STATION.  THE STATION IS SET FLUSH IN A 5 M (16.4 FT) X 7 M
 AE8496'(23.0 FT) AREA OF EXPOSED BEDROCK.  IT IS 68.5 M (224.7 FT) SOUTHWEST
 AE8496'OF THE SOUTHWEST EDGE OF RUNWAY 14-32, 42.1 M (138.1 FT) NORTHEAST OF
 AE8496'THE PARALLEL TAXI CENTER, 35.0 M (114.8 FT) NORTHEAST OF THE NORTHEAST
 AE8496'EDGE OF THE TAXI, 4.3 M (14.1 FT) SOUTHWEST OF AND ABOUT 1.5 M (4.9
 AE8496'FT) HIGHER THAN THE CENTER OF A DITCH, 2.65 M (8.69 FT) SOUTHWEST OF A
 AE8496'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) NORTHWEST OF THE EXTENDED
 AE8496'CENTER OF THE CONNECTOR TAXI.  NOTE--THIS STATION IS DESIGNATED AS THE
 AE8496'PRIMARY AIRPORT CONTROL STATION.
 AE8496
 AE8496                          STATION RECOVERY (2001)
 AE8496
 AE8496'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 AE8496'RECOVERED AS DESCRIBED.
 AE8496
 AE8496                          STATION RECOVERY (2002)
 AE8496
 AE8496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AE8496'RECOVERED AS DESCRIBED.
 AE8496
 AE8496                          STATION RECOVERY (2008)
 AE8496
 AE8496'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WJC)
 AE8496'RECOVERED IN GOOD CONDITION.
 AE8496
 AE8496                          STATION RECOVERY (2011)
 AE8496
 AE8496'RECOVERY NOTE BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 AE8496'RECOVERED AS DESCRIBED.
 AE8496
 AE8496                          STATION RECOVERY (2011)
 AE8496
 AE8496'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AE8496'RECOVERED IN GOOD CONDITION.
 AE8496
 AE8496                          STATION RECOVERY (2019)
 AE8496
 AE8496'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (ZRL)
 AE8496'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR3870 ***********************************************************************
 DR3870  SACS        -  This is a Secondary Airport Control Station.
 DR3870  DESIGNATION -  JVY D
 DR3870  PID         -  DR3870
 DR3870  STATE/COUNTY-  IN/CLARK
 DR3870  COUNTRY     -  US
 DR3870  USGS QUAD   -  JEFFERSONVILLE (2019)
 DR3870
 DR3870                         *CURRENT SURVEY CONTROL
 DR3870  ______________________________________________________________________
 DR3870* NAD 83(2011) POSITION- 38 22 19.12172(N) 085 44 25.57076(W)   ADJUSTED
 DR3870* NAD 83(2011) ELLIP HT-   107.884 (meters)        (02/05/20)   ADJUSTED
 DR3870* NAD 83(2011) EPOCH   -  2010.00
 DR3870* NAVD 88 ORTHO HEIGHT -   141.35  (meters)      463.7   (feet) GPS OBS
 DR3870  ______________________________________________________________________
 DR3870  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 DR3870  NAD 83(2011) X  -    371,893.777 (meters)                     COMP
 DR3870  NAD 83(2011) Y  - -4,993,157.758 (meters)                     COMP
 DR3870  NAD 83(2011) Z  -  3,937,964.830 (meters)                     COMP
 DR3870  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 DR3870
 DR3870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3870  Standards:
 DR3870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3870  -------------------------------------------------------------------
 DR3870  NETWORK    0.48   0.92           0.22   0.17   0.47     -0.01874158
 DR3870  -------------------------------------------------------------------
 DR3870  Click here for local accuracies and other accuracy information.
 DR3870
 DR3870.This mark is at Clark County Airport (JVY)
 DR3870
 DR3870.The horizontal coordinates were established by GPS observations
 DR3870.and adjusted by the WOOLPERT CONSULTANTS in February 2020.
 DR3870
 DR3870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3870.been affixed to the stable North American tectonic plate. See 
 DR3870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3870
 DR3870.The horizontal coordinates are valid at the epoch date displayed above
 DR3870.which is a decimal equivalence of Year/Month/Day.
 DR3870
 DR3870.The orthometric height was determined by GPS observations and a
 DR3870.high-resolution geoid model.
 DR3870
 DR3870.GPS derived orthometric heights for airport stations designated as
 DR3870.PACS or SACS are published to 2 decimal places.  This maintains
 DR3870.centimeter relative accuracy between the PACS and SACS.  It does
 DR3870.not indicate centimeter accuracy relative to other marks which are
 DR3870.part of the published vertical control network.
 DR3870
 DR3870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3870.GEOID18 height accuracy estimate available here.
 DR3870
 DR3870.Click photographs - Photos may exist for this station.
 DR3870
 DR3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3870
 DR3870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3870
 DR3870.The ellipsoidal height was determined by GPS observations
 DR3870.and is referenced to NAD 83.
 DR3870
 DR3870. The following values were computed from the NAD 83(2011) position.
 DR3870
 DR3870;                    North         East     Units Scale Factor Converg.
 DR3870;SPC IN E     -   346,784.813    93,553.709   MT  0.99996718   -0 02 44.9
 DR3870;SPC IN E     - 1,137,743.17    306,934.13   sFT  0.99996718   -0 02 44.9
 DR3870;UTM  16      - 4,247,838.908   610,027.456   MT  0.99974909   +0 46 55.1
 DR3870
 DR3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3870!SPC IN E     -   0.99998307  x   0.99996718  =   0.99995025
 DR3870!UTM  16      -   0.99998307  x   0.99974909  =   0.99973217
 DR3870
 DR3870:                Primary Azimuth Mark                     Grid Az
 DR3870:SPC IN E     -  JVY B                                    183 05 04.1
 DR3870:UTM  16      -  JVY B                                    182 15 24.1
 DR3870
 DR3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1002747838(NAD 83)
 DR3870
 DR3870|---------------------------------------------------------------------|
 DR3870| PID    Reference Object                     Distance      Geod. Az  |
 DR3870|                                                           dddmmss.s |
 DR3870| AE8496 JVY B                               492.231 METERS 1830219.2 |
 DR3870|---------------------------------------------------------------------|
 DR3870
 DR3870                          SUPERSEDED SURVEY CONTROL
 DR3870
 DR3870.No superseded survey control is available for this station.
 DR3870
 DR3870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR3870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR3870_STAMPING: JVY D 2019
 DR3870_MARK LOGO: WOOLPT
 DR3870_PROJECTION: FLUSH
 DR3870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3870+STABILITY: SURFACE MOTION
 DR3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3870+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2019
 DR3870
 DR3870  HISTORY     - Date     Condition        Report By
 DR3870  HISTORY     - 20191103 MONUMENTED       WOOLPT
 DR3870
 DR3870                          STATION DESCRIPTION
 DR3870
 DR3870'DESCRIBED BY WOOLPERT CONSULTANTS 2019 (ZRL)
 DR3870'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF
 DR3870'CHARLESTOWN, 6.5 MI (10.5 KM) NORTH OF JEFFERSONVILLE AND 2.9 MI (4.7
 DR3870'KM) SOUTH-SOUTHEAST OF SPEED, AT THE CLARK REGIONAL AIRPORT.
 DR3870'OWNERSHIP--SOUTH CENTRAL REGIONAL AIRPORT AUTHORITY, 6003 PROPELLER
 DR3870'LANE, SELLERSBURG, IN, 47172.  TELEPHONE (812)246-7460.
 DR3870'
 DR3870'TO REACH FROM THE INTERSECTION OF I-65 AND STATE ROUTE 60, GO EAST ON
 DR3870'ROUTE 60 FOR 0.51 MI (0.82 KM) TO U.S. ROUTE 31, GO SOUTH ON U.S.
 DR3870'ROUTE 31 0.37 MI (0.60 KM) TO AIRPORT DRIVE, GO SOUTHEASTERLY ON
 DR3870'AIRPORT DRIVE FOR 0.28 MI (0.45 KM) TO TAXIWAY ALPHA 4, GO EAST ON
 DR3870'TAXIWAY ALPHA 4 AND ACROSS APRON 0.15 MI (0.24 KM) TO TAXIWAY ALPHA,
 DR3870'GO NORTH ON TAXIWAY ALPHA CROSSING RUNWAY 14-32, FOR 0.60 MI (0.97 KM)
 DR3870'TO NORTH END OF RUN-UP RAMP WEST OF TAXIWAY ALPHA, GO WEST 375 FT
 DR3870'(114.3 M) ACROSS RUN-UP RAMP AND ALONG THE FIRE STATION DRIVE TO THE
 DR3870'STATION ON THE RIGHT.
 DR3870'
 DR3870'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DR3870'THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 3.6 FT
 DR3870'(1.1 M) DEEP.  IT IS 337.7 FT (102.9 M) SOUTHEAST OF CENTER OF DRIVE
 DR3870'AT A 20 INCH RCP, 209.1 FT (63.7 M) NORTHWEST OF 24 IN X 24 IN BURIED
 DR3870'CABLE MARKER FOR THE RUN UP RAMP LIGHTING AND 6.8 FT (2.1 M) NORTHEAST
 DR3870'OF THE NORTHEAST EDGE OF THE PAVED DRIVE.  THIS MARK IS DESIGNATED AS
 DR3870'A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1813 ***********************************************************************
 JZ1813  DESIGNATION -  K 1
 JZ1813  PID         -  JZ1813
 JZ1813  STATE/COUNTY-  IN/DEARBORN
 JZ1813  COUNTRY     -  US
 JZ1813  USGS QUAD   -  SUNMAN (2019)
 JZ1813
 JZ1813                         *CURRENT SURVEY CONTROL
 JZ1813  ______________________________________________________________________
 JZ1813* NAD 83(1986) POSITION- 39 13 17.     (N) 085 02 51.     (W)   SCALED
 JZ1813* NAVD 88 ORTHO HEIGHT -   287.483 (meters)      943.18  (feet) ADJUSTED
 JZ1813  ______________________________________________________________________
 JZ1813  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 JZ1813  DYNAMIC HEIGHT  -        287.302 (meters)      942.59  (feet) COMP
 JZ1813  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 JZ1813
 JZ1813  VERT ORDER      -  FIRST     CLASS II
 JZ1813
 JZ1813.The horizontal coordinates were scaled from a map and have
 JZ1813.an estimated accuracy of +/- 6 seconds.
 JZ1813
 JZ1813.The orthometric height was determined by differential leveling and
 JZ1813.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1813.in June 1991.
 JZ1813
 JZ1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1813.GEOID18 height accuracy estimate available here.
 JZ1813
 JZ1813.Click photographs - Photos may exist for this station.
 JZ1813
 JZ1813.The dynamic height is computed by dividing the NAVD 88
 JZ1813.geopotential number by the normal gravity value computed on the
 JZ1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1813.degrees latitude (g = 980.6199 gals.).
 JZ1813
 JZ1813.The modeled gravity was interpolated from observed gravity values.
 JZ1813
 JZ1813;                    North         East    Units  Estimated Accuracy
 JZ1813;SPC IN E     -   441,260.      153,470.      MT  (+/- 180 meters Scaled)
 JZ1813
 JZ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ685431(NAD 83)
 JZ1813
 JZ1813                          SUPERSEDED SURVEY CONTROL
 JZ1813
 JZ1813  NGVD 29 (??/??/92)  287.654  (m)          943.74   (f) ADJ UNCH    1 2
 JZ1813
 JZ1813.Superseded values are not recommended for survey control.
 JZ1813
 JZ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1813.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1813
 JZ1813_MARKER: DB = BENCH MARK DISK
 JZ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1813_STAMPING: K 1
 JZ1813_MARK LOGO: CGS
 JZ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1813+STABILITY: SURFACE MOTION
 JZ1813
 JZ1813  HISTORY     - Date     Condition        Report By
 JZ1813  HISTORY     - 1917     MONUMENTED       CGS
 JZ1813  HISTORY     - 1947     GOOD             CGS
 JZ1813  HISTORY     - 1986     GOOD             NGS
 JZ1813
 JZ1813                          STATION DESCRIPTION
 JZ1813
 JZ1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1813'AT WEISBURG.
 JZ1813'AT WEISBURG, ABOUT 0.3 MILE NORTHWEST ALONG THE NEW YORK CENTRAL
 JZ1813'RAILROAD FROM THE STATION, 196 FEET NORTH OF MILE POST NO. 37,
 JZ1813'43 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET NORTH OF A
 JZ1813'TELEGRAPH POLE, 23 FEET WEST OF THE R/W FENCE LINE, AT THE
 JZ1813'SOUTHEST END OF A LARGE RAILROAD CUT, ABOUT 1.5 FEET ABOVE THE
 JZ1813'TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 14 INCHES.
 JZ1813'NOTE-- FOUND UN-STAMPED AND STAMPED AS ABOVE BY THIS PARTY IN
 JZ1813'1947.
 JZ1813
 JZ1813                          STATION RECOVERY (1986)
 JZ1813
 JZ1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1211 ***********************************************************************
 JZ1211  DESIGNATION -  K 1 1
 JZ1211  PID         -  JZ1211
 JZ1211  STATE/COUNTY-  IN/UNION
 JZ1211  COUNTRY     -  US
 JZ1211  USGS QUAD   -  LIBERTY (2019)
 JZ1211
 JZ1211                         *CURRENT SURVEY CONTROL
 JZ1211  ______________________________________________________________________
 JZ1211* NAD 83(1986) POSITION- 39 38 06.63   (N) 084 55 49.23   (W)   HD_HELD1
 JZ1211* NAVD 88 ORTHO HEIGHT -   302.350 (meters)      991.96  (feet) ADJUSTED
 JZ1211  ______________________________________________________________________
 JZ1211  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 JZ1211  DYNAMIC HEIGHT  -        302.174 (meters)      991.38  (feet) COMP
 JZ1211  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1211
 JZ1211  VERT ORDER      -  SECOND    CLASS 0
 JZ1211
 JZ1211.The horizontal coordinates were determined by differentially corrected
 JZ1211.hand held GPS observations or other comparable positioning techniques
 JZ1211.and have an estimated accuracy of +/- 3 meters.
 JZ1211
 JZ1211.The orthometric height was determined by differential leveling and
 JZ1211.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1211.in June 1991.
 JZ1211
 JZ1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1211.GEOID18 height accuracy estimate available here.
 JZ1211
 JZ1211.Click photographs - Photos may exist for this station.
 JZ1211
 JZ1211.The dynamic height is computed by dividing the NAVD 88
 JZ1211.geopotential number by the normal gravity value computed on the
 JZ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1211.degrees latitude (g = 980.6199 gals.).
 JZ1211
 JZ1211.The modeled gravity was interpolated from observed gravity values.
 JZ1211
 JZ1211;                    North         East    Units  Estimated Accuracy
 JZ1211;SPC IN E     -   487,271.2     163,209.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1211
 JZ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7760989313(NAD 83)
 JZ1211
 JZ1211                          SUPERSEDED SURVEY CONTROL
 JZ1211
 JZ1211  NGVD 29 (??/??/92)  302.503  (m)          992.46   (f) ADJ UNCH    2 0
 JZ1211
 JZ1211.Superseded values are not recommended for survey control.
 JZ1211
 JZ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1211.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1211
 JZ1211_MARKER: DD = SURVEY DISK
 JZ1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1211_SP_SET: BUILDING
 JZ1211_STAMPING: K-I-1 1928
 JZ1211_MARK LOGO: USGS
 JZ1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1211+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1211
 JZ1211  HISTORY     - Date     Condition        Report By
 JZ1211  HISTORY     - 1928     MONUMENTED       USGS
 JZ1211  HISTORY     - 1947     GOOD             CGS
 JZ1211  HISTORY     - 20050628 GOOD             NGS
 JZ1211  HISTORY     - 20180718 GOOD             MCA
 JZ1211
 JZ1211                          STATION DESCRIPTION
 JZ1211
 JZ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1211'AT LIBERTY.
 JZ1211'AT THE FIRST DOOR WEST OF THE NORTH MAIN ENTRANCE TO THE UNION
 JZ1211'COUNTY COURT HOUSE, SET VERTICALLY IN THE EAST FACING OF THE
 JZ1211'STONE MASONRY DOOR FACING, 1.4 FEET ABOVE THE SIDE WALK.
 JZ1211
 JZ1211                          STATION RECOVERY (2005)
 JZ1211
 JZ1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JZ1211'DISK IS ACTUALLY STAMPED 'K-I-1 1928'.
 JZ1211'GRAVITY BASE STATION 'LIBERTY B', DOD 0646-1, IGB 11794B, IND 81B IS
 JZ1211'ON CONCRETE SIDEWALK 0.3 M BELOW DISK.
 JZ1211
 JZ1211                          STATION RECOVERY (2018)
 JZ1211
 JZ1211'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0027 ***********************************************************************
 JA0027  DESIGNATION -  K 10
 JA0027  PID         -  JA0027
 JA0027  STATE/COUNTY-  IN/LAWRENCE
 JA0027  COUNTRY     -  US
 JA0027  USGS QUAD   -  TUNNELTON (2019)
 JA0027
 JA0027                         *CURRENT SURVEY CONTROL
 JA0027  ______________________________________________________________________
 JA0027* NAD 83(1986) POSITION- 38 46 12.41   (N) 086 16 48.27   (W)   HD_HELD1
 JA0027* NAVD 88 ORTHO HEIGHT -   158.802 (meters)      521.00  (feet) ADJUSTED
 JA0027  ______________________________________________________________________
 JA0027  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 JA0027  DYNAMIC HEIGHT  -        158.701 (meters)      520.67  (feet) COMP
 JA0027  MODELED GRAVITY -    979,992.1   (mgal)                       NAVD 88
 JA0027
 JA0027  VERT ORDER      -  FIRST     CLASS II
 JA0027
 JA0027.The horizontal coordinates were determined by differentially corrected
 JA0027.hand held GPS observations or other comparable positioning techniques
 JA0027.and have an estimated accuracy of +/- 3 meters.
 JA0027
 JA0027.The orthometric height was determined by differential leveling and
 JA0027.adjusted by the NATIONAL GEODETIC SURVEY
 JA0027.in June 1991.
 JA0027
 JA0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0027.GEOID18 height accuracy estimate available here.
 JA0027
 JA0027.Click photographs - Photos may exist for this station.
 JA0027
 JA0027.The dynamic height is computed by dividing the NAVD 88
 JA0027.geopotential number by the normal gravity value computed on the
 JA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0027.degrees latitude (g = 980.6199 gals.).
 JA0027
 JA0027.The modeled gravity was interpolated from observed gravity values.
 JA0027
 JA0027;                    North         East    Units  Estimated Accuracy
 JA0027;SPC IN W     -   391,283.2     969,806.2     MT  (+/- 3 meters HH1 GPS) 
 JA0027
 JA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6254191512(NAD 83)
 JA0027
 JA0027                          SUPERSEDED SURVEY CONTROL
 JA0027
 JA0027  NGVD 29 (??/??/92)  158.926  (m)          521.41   (f) ADJ UNCH    1 2
 JA0027
 JA0027.Superseded values are not recommended for survey control.
 JA0027
 JA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0027.See file dsdata.pdf to determine how the superseded data were derived.
 JA0027
 JA0027_MARKER: DB = BENCH MARK DISK
 JA0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0027_SP_SET: BRIDGE
 JA0027_STAMPING: 521.410 K 10 1930
 JA0027_MARK LOGO: CGS
 JA0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0027+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2023
 JA0027
 JA0027  HISTORY     - Date     Condition        Report By
 JA0027  HISTORY     - 1930     MONUMENTED       CGS
 JA0027  HISTORY     - 1934     GOOD             CGS
 JA0027  HISTORY     - 20230811 GOOD             INDIV
 JA0027
 JA0027                          STATION DESCRIPTION
 JA0027
 JA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0027'AT FORT RITNER.
 JA0027'AT FORT RITNER, LAWRENCE COUNTY, ON THE BALTIMORE AND OHIO
 JA0027'RAILROAD, ABOUT 250 YARDS EAST OF THE STATION, AT BRIDGE 113/56
 JA0027'OVER A SMALL STREAM, IN THE EAST END OF THE SOUTH WALL, AND 6
 JA0027'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED 521.410
 JA0027'K 10 1930.
 JA0027
 JA0027                          STATION RECOVERY (2023)
 JA0027
 JA0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2044 ***********************************************************************
 JZ2044  DESIGNATION -  K 10
 JZ2044  PID         -  JZ2044
 JZ2044  STATE/COUNTY-  IN/FRANKLIN
 JZ2044  COUNTRY     -  US
 JZ2044  USGS QUAD   -  BROOKVILLE (2019)
 JZ2044
 JZ2044                         *CURRENT SURVEY CONTROL
 JZ2044  ______________________________________________________________________
 JZ2044* NAD 83(1986) POSITION- 39 26 41.     (N) 085 05 06.     (W)   SCALED
 JZ2044* NAVD 88 ORTHO HEIGHT -   199.617 (meters)      654.91  (feet) ADJUSTED
 JZ2044  ______________________________________________________________________
 JZ2044  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 JZ2044  DYNAMIC HEIGHT  -        199.493 (meters)      654.50  (feet) COMP
 JZ2044  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 JZ2044
 JZ2044  VERT ORDER      -  SECOND    CLASS 0
 JZ2044
 JZ2044.The horizontal coordinates were scaled from a map and have
 JZ2044.an estimated accuracy of +/- 6 seconds.
 JZ2044
 JZ2044.The orthometric height was determined by differential leveling and
 JZ2044.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2044.in June 1991.
 JZ2044
 JZ2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2044.GEOID18 height accuracy estimate available here.
 JZ2044
 JZ2044.Click photographs - Photos may exist for this station.
 JZ2044
 JZ2044.The dynamic height is computed by dividing the NAVD 88
 JZ2044.geopotential number by the normal gravity value computed on the
 JZ2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2044.degrees latitude (g = 980.6199 gals.).
 JZ2044
 JZ2044.The modeled gravity was interpolated from observed gravity values.
 JZ2044
 JZ2044;                    North         East    Units  Estimated Accuracy
 JZ2044;SPC IN E     -   466,030.      150,070.      MT  (+/- 180 meters Scaled)
 JZ2044
 JZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647678(NAD 83)
 JZ2044
 JZ2044                          SUPERSEDED SURVEY CONTROL
 JZ2044
 JZ2044  NGVD 29 (??/??/92)  199.784  (m)          655.46   (f) ADJ UNCH    2 0
 JZ2044
 JZ2044.Superseded values are not recommended for survey control.
 JZ2044
 JZ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2044.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2044
 JZ2044_MARKER: DD = SURVEY DISK
 JZ2044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ2044_STAMPING: K 10 1928
 JZ2044_MARK LOGO: USGS
 JZ2044_PROJECTION: FLUSH
 JZ2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2044
 JZ2044  HISTORY     - Date     Condition        Report By
 JZ2044  HISTORY     - 1928     MONUMENTED       USGS
 JZ2044  HISTORY     - 1947     GOOD             CGS
 JZ2044  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ2044
 JZ2044                          STATION DESCRIPTION
 JZ2044
 JZ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2044'3.6 MI SE FROM METAMORA.
 JZ2044'ABOUT 3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2044'AT METAMORA, AT THE SOUTHEAST END OF A CURVE WITH TANGENTS
 JZ2044'SOUTHEAST AND WEST, 266 FEET SOUTHEAST OF THE SOUTHEAST END
 JZ2044'OF A 20-FOOT CONCRETE BRIDGE, 249 FEET EAST OF THE CENTER LINE
 JZ2044'OF A GRAVEL ROAD NORTH, AT THE SOUTHEAST CORNER OF A YARD AT A
 JZ2044'2-STORY WHITE BRICK FARM HOUSE, 28.5 FEET NORTHEAST OF THE
 JZ2044'CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF THE SOUTHEAST CORNER
 JZ2044'OF THE HOUSE, 11 FEET WEST OF THE CENTER LINE OF THE DRIVE WAY,
 JZ2044'13 FEET EAST OF A 40-INCH MULTIPLE-TRUNK MAPLE TREE, 6 FEET
 JZ2044'NORTH OF A STONE RETAINING WALL AROUND THE YARD, 2 FEET ABOVE
 JZ2044'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 JZ2044'WITH THE GROUND.  NOTE-- MARK IS LEANING TO THE SOUTH AND THE
 JZ2044'HIGH POINT IS BETWEEN THE WORDS GEOLOGICAL AND SURVEY ON EDGE
 JZ2044'OF THE DISK.
 JZ2044
 JZ2044                          STATION RECOVERY (2018)
 JZ2044
 JZ2044'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2044'THE CONCRETE REMAINS BUT THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1742 ***********************************************************************
 LB1742  DESIGNATION -  K 100
 LB1742  PID         -  LB1742
 LB1742  STATE/COUNTY-  IN/WARREN
 LB1742  COUNTRY     -  US
 LB1742  USGS QUAD   -  WEST LEBANON (2019)
 LB1742
 LB1742                         *CURRENT SURVEY CONTROL
 LB1742  ______________________________________________________________________
 LB1742* NAD 83(2011) POSITION- 40 21 35.60285(N) 087 24 00.44660(W)   ADJUSTED
 LB1742* NAD 83(2011) ELLIP HT-   200.187 (meters)        (11/08/18)   ADJUSTED
 LB1742* NAD 83(2011) EPOCH   -  2010.00
 LB1742* NAVD 88 ORTHO HEIGHT -   233.339 (meters)      765.55  (feet) ADJUSTED
 LB1742  ______________________________________________________________________
 LB1742  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 LB1742  NAD 83(2011) X  -    220,774.649 (meters)                     COMP
 LB1742  NAD 83(2011) Y  - -4,862,067.595 (meters)                     COMP
 LB1742  NAD 83(2011) Z  -  4,108,646.593 (meters)                     COMP
 LB1742  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LB1742  DYNAMIC HEIGHT  -        233.222 (meters)      765.16  (feet) COMP
 LB1742  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 LB1742
 LB1742  VERT ORDER      -  SECOND    CLASS 0
 LB1742
 LB1742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1742  Standards:
 LB1742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1742  -------------------------------------------------------------------
 LB1742  NETWORK    0.27   0.74           0.12   0.10   0.38     -0.00500224
 LB1742  -------------------------------------------------------------------
 LB1742  Click here for local accuracies and other accuracy information.
 LB1742
 LB1742.The horizontal coordinates were established by GPS observations
 LB1742.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 LB1742
 LB1742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1742.been affixed to the stable North American tectonic plate. See 
 LB1742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1742
 LB1742.The horizontal coordinates are valid at the epoch date displayed above
 LB1742.which is a decimal equivalence of Year/Month/Day.
 LB1742
 LB1742.The orthometric height was determined by differential leveling and
 LB1742.adjusted by the NATIONAL GEODETIC SURVEY
 LB1742.in June 1991.
 LB1742
 LB1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1742.GEOID18 height accuracy estimate available here.
 LB1742
 LB1742.Click photographs - Photos may exist for this station.
 LB1742
 LB1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1742
 LB1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1742
 LB1742.The ellipsoidal height was determined by GPS observations
 LB1742.and is referenced to NAD 83.
 LB1742
 LB1742.The dynamic height is computed by dividing the NAVD 88
 LB1742.geopotential number by the normal gravity value computed on the
 LB1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1742.degrees latitude (g = 980.6199 gals.).
 LB1742
 LB1742.The modeled gravity was interpolated from observed gravity values.
 LB1742
 LB1742. The following values were computed from the NAD 83(2011) position.
 LB1742
 LB1742;                    North         East     Units Scale Factor Converg.
 LB1742;SPC IN W     -   567,525.942   873,091.447   MT  0.99997558   -0 12 18.5
 LB1742;SPC IN W     - 1,861,958.03  2,864,467.52   sFT  0.99997558   -0 12 18.5
 LB1742;UTM  16      - 4,467,779.522   466,025.467   MT  0.99961421   -0 15 32.8
 LB1742
 LB1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1742!SPC IN W     -   0.99996860  x   0.99997558  =   0.99994418
 LB1742!UTM  16      -   0.99996860  x   0.99961421  =   0.99958282
 LB1742
 LB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6602567779(NAD 83)
 LB1742
 LB1742                          SUPERSEDED SURVEY CONTROL
 LB1742
 LB1742  NGVD 29 (??/??/92)  233.382  (m)          765.69   (f) ADJ UNCH    2 0
 LB1742
 LB1742.Superseded values are not recommended for survey control.
 LB1742
 LB1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1742.See file dsdata.pdf to determine how the superseded data were derived.
 LB1742
 LB1742_MARKER: DB = BENCH MARK DISK
 LB1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1742_SP_SET: CULVERT
 LB1742_STAMPING: K 100 1946
 LB1742_MARK LOGO: CGS
 LB1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1742+STABILITY: SURFACE MOTION
 LB1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1742+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 LB1742
 LB1742  HISTORY     - Date     Condition        Report By
 LB1742  HISTORY     - 1946     MONUMENTED       CGS
 LB1742  HISTORY     - 20170313 GOOD             INDOT
 LB1742  HISTORY     - 20210405 GOOD             INDOT
 LB1742
 LB1742                          STATION DESCRIPTION
 LB1742
 LB1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1742'0.3 MI W FROM JUDYVILLE.
 LB1742'ABOUT 0.3 MILE WEST ALONG A BLACK TOP ROAD FROM THE
 LB1742'METHODIST-EPISCOPAL CHURCH AT JUDYVILLE, ABOUT 0.05 MILE EAST OF
 LB1742'A CROSS ROAD, SET IN THE WEST END OF THE NORTH HEAD WALL OF A
 LB1742'14 INCH CULVERT, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LB1742'1.1 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 0.5
 LB1742'FOOT ABOVE THE ROAD.  A STANDARD DISK, STAMPED K 100 1946.
 LB1742
 LB1742                          STATION RECOVERY (2017)
 LB1742
 LB1742'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 LB1742'THE STATION IS LOCATED ABOUT 7.5 MI (12.0 KM) NORTHWEST OF
 LB1742'WILLIAMSPORT, 6.2 MI (10.1 KM) NORTH OF WEST LEBANON AND 5.2 MI (8.4
 LB1742'KM) SOUTHEAST OF TAB.
 LB1742'
 LB1742'TO REACH FROM THE INTERSECTION OF WEST COUNTY ROAD 300 NORTH AND
 LB1742'US-41, TRAVEL SOUTHWEST AND WEST 2.5 MI (4.0 KM) ON WEST COUNTY ROAD
 LB1742'300 NORTH TO THE MONUMENT ON THE RIGHT (NORTH).
 LB1742'
 LB1742'THE MONUMENT DESCRIPTION IS ADEQUATE.
 LB1742
 LB1742                          STATION RECOVERY (2021)
 LB1742
 LB1742'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (CAM)
 LB1742'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1041 ***********************************************************************
 KA1041  DESIGNATION -  K 101
 KA1041  PID         -  KA1041
 KA1041  STATE/COUNTY-  IN/MONTGOMERY
 KA1041  COUNTRY     -  US
 KA1041  USGS QUAD   -  ALAMO (2019)
 KA1041
 KA1041                         *CURRENT SURVEY CONTROL
 KA1041  ______________________________________________________________________
 KA1041* NAD 83(1986) POSITION- 39 52 54.22   (N) 087 02 50.99   (W)   HD_HELD1
 KA1041* NAVD 88 ORTHO HEIGHT -   223.421 (meters)      733.01  (feet) ADJUSTED
 KA1041  ______________________________________________________________________
 KA1041  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 KA1041  DYNAMIC HEIGHT  -        223.296 (meters)      732.60  (feet) COMP
 KA1041  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 KA1041
 KA1041  VERT ORDER      -  SECOND    CLASS 0
 KA1041
 KA1041.The horizontal coordinates were determined by differentially corrected
 KA1041.hand held GPS observations or other comparable positioning techniques
 KA1041.and have an estimated accuracy of +/- 3 meters.
 KA1041
 KA1041.The orthometric height was determined by differential leveling and
 KA1041.adjusted by the NATIONAL GEODETIC SURVEY
 KA1041.in June 1991.
 KA1041
 KA1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1041.GEOID18 height accuracy estimate available here.
 KA1041
 KA1041.Click photographs - Photos may exist for this station.
 KA1041
 KA1041.The dynamic height is computed by dividing the NAVD 88
 KA1041.geopotential number by the normal gravity value computed on the
 KA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1041.degrees latitude (g = 980.6199 gals.).
 KA1041
 KA1041.The modeled gravity was interpolated from observed gravity values.
 KA1041
 KA1041;                    North         East    Units  Estimated Accuracy
 KA1041;SPC IN W     -   514,386.5     903,065.4     MT  (+/- 3 meters HH1 GPS) 
 KA1041
 KA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9593814631(NAD 83)
 KA1041
 KA1041                          SUPERSEDED SURVEY CONTROL
 KA1041
 KA1041  NGVD 29 (??/??/92)  223.513  (m)          733.31   (f) ADJ UNCH    2 0
 KA1041
 KA1041.Superseded values are not recommended for survey control.
 KA1041
 KA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1041.See file dsdata.pdf to determine how the superseded data were derived.
 KA1041
 KA1041_MARKER: DB = BENCH MARK DISK
 KA1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1041_SP_SET: BRIDGE
 KA1041_STAMPING: K 101 1946
 KA1041_MARK LOGO: CGS
 KA1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1041
 KA1041  HISTORY     - Date     Condition        Report By
 KA1041  HISTORY     - 1946     MONUMENTED       CGS
 KA1041
 KA1041                          STATION DESCRIPTION
 KA1041
 KA1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1041'AT WAVELAND.
 KA1041'AT WAVELAND, AT THE JUNCTION OF STATE HIGHWAYS 47 AND 59, SET IN
 KA1041'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A 10
 KA1041'FOOT CONCRETE BRIDGE UNDER HIGHWAY 47, 81 FEET SOUTHWEST OF THE
 KA1041'CENTER LINE OF HIGHWAY 59, 15.2 FEET NORTHWEST OF THE CENTER
 KA1041'LINE OF HIGHWAY 47, AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA1041'HIGHWAY 47.  A STANDARD DISK, STAMPED K 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0975 ***********************************************************************
 KA0975  DESIGNATION -  K 102
 KA0975  PID         -  KA0975
 KA0975  STATE/COUNTY-  IN/FOUNTAIN
 KA0975  COUNTRY     -  US
 KA0975  USGS QUAD   -  WALLACE (2019)
 KA0975
 KA0975                         *CURRENT SURVEY CONTROL
 KA0975  ______________________________________________________________________
 KA0975* NAD 83(2011) POSITION- 39 58 55.53871(N) 087 14 34.14698(W)   ADJUSTED
 KA0975* NAD 83(2011) ELLIP HT-   185.974 (meters)        (11/08/18)   ADJUSTED
 KA0975* NAD 83(2011) EPOCH   -  2010.00
 KA0975* NAVD 88 ORTHO HEIGHT -   219.119 (meters)      718.89  (feet) ADJUSTED
 KA0975  ______________________________________________________________________
 KA0975  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 KA0975  NAD 83(2011) X  -    235,423.811 (meters)                     COMP
 KA0975  NAD 83(2011) Y  - -4,888,462.224 (meters)                     COMP
 KA0975  NAD 83(2011) Z  -  4,076,581.840 (meters)                     COMP
 KA0975  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 KA0975  DYNAMIC HEIGHT  -        219.001 (meters)      718.51  (feet) COMP
 KA0975  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 KA0975
 KA0975  VERT ORDER      -  SECOND    CLASS 0
 KA0975
 KA0975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0975  Standards:
 KA0975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0975  -------------------------------------------------------------------
 KA0975  NETWORK    0.36   0.82           0.16   0.13   0.42      0.07663447
 KA0975  -------------------------------------------------------------------
 KA0975  Click here for local accuracies and other accuracy information.
 KA0975
 KA0975.The horizontal coordinates were established by GPS observations
 KA0975.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 KA0975
 KA0975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0975.been affixed to the stable North American tectonic plate. See 
 KA0975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0975
 KA0975.The horizontal coordinates are valid at the epoch date displayed above
 KA0975.which is a decimal equivalence of Year/Month/Day.
 KA0975
 KA0975.The orthometric height was determined by differential leveling and
 KA0975.adjusted by the NATIONAL GEODETIC SURVEY
 KA0975.in June 1991.
 KA0975
 KA0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0975.GEOID18 height accuracy estimate available here.
 KA0975
 KA0975.Click photographs - Photos may exist for this station.
 KA0975
 KA0975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0975
 KA0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0975
 KA0975.The ellipsoidal height was determined by GPS observations
 KA0975.and is referenced to NAD 83.
 KA0975
 KA0975.The dynamic height is computed by dividing the NAVD 88
 KA0975.geopotential number by the normal gravity value computed on the
 KA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0975.degrees latitude (g = 980.6199 gals.).
 KA0975
 KA0975.The modeled gravity was interpolated from observed gravity values.
 KA0975
 KA0975. The following values were computed from the NAD 83(2011) position.
 KA0975
 KA0975;                    North         East     Units Scale Factor Converg.
 KA0975;SPC IN W     -   525,541.712   886,377.832   MT  0.99996895   -0 06 08.9
 KA0975;SPC IN W     - 1,724,214.77  2,908,057.94   sFT  0.99996895   -0 06 08.9
 KA0975;UTM  16      - 4,425,798.069   479,267.653   MT  0.99960529   -0 09 21.7
 KA0975
 KA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0975!SPC IN W     -   0.99997083  x   0.99996895  =   0.99993978
 KA0975!UTM  16      -   0.99997083  x   0.99960529  =   0.99957613
 KA0975
 KA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7926725798(NAD 83)
 KA0975
 KA0975                          SUPERSEDED SURVEY CONTROL
 KA0975
 KA0975  NGVD 29 (??/??/92)  219.192  (m)          719.13   (f) ADJ UNCH    2 0
 KA0975
 KA0975.Superseded values are not recommended for survey control.
 KA0975
 KA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0975.See file dsdata.pdf to determine how the superseded data were derived.
 KA0975
 KA0975_MARKER: DB = BENCH MARK DISK
 KA0975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0975_SP_SET: CULVERT
 KA0975_STAMPING: K 102 1946
 KA0975_MARK LOGO: CGS
 KA0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0975+STABILITY: SURFACE MOTION
 KA0975
 KA0975  HISTORY     - Date     Condition        Report By
 KA0975  HISTORY     - 1946     MONUMENTED       CGS
 KA0975  HISTORY     - 20170313 GOOD             INDOT
 KA0975
 KA0975                          STATION DESCRIPTION
 KA0975
 KA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0975'4.2 MI S FROM STEAM CORNER.
 KA0975'ABOUT 4.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0975'AT STEAM CORNER, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF
 KA0975'STATE HIGHWAY 234, AT A CROSS ROAD, 19 FEET SOUTH OF THE CENTER
 KA0975'LINE OF THE ROAD LEADING WEST, 18.5 FEET WEST OF AND ABOUT 0.5
 KA0975'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP
 KA0975'OF THE CENTER OF THE SOUTHWEST WING WALL OF THE WEST CONCRETE
 KA0975'HEAD WALL OF AN 18 INCH PIPE CULVERT.  A STANDARD DISK, STAMPED
 KA0975'K 102 1946.
 KA0975
 KA0975                          STATION RECOVERY (2017)
 KA0975
 KA0975'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (RS)
 KA0975'THE STATION IS LOCATED ABOUT 9.1 MI (14.7 KM) SOUTH OF VEEDERSBURG,
 KA0975'5.0 MI (8.1 KM) WEST OF WALLACE AND 2.1 MI (3.4 KM) EAST-NORTHEAST OF
 KA0975'KINGMAN.
 KA0975'
 KA0975'TO REACH FROM THE INTERSECTION OF STATE ROUTE 234 AND US-41, TRAVEL
 KA0975'NORTH 1 MI (1.6 KM) TO COUNTY ROAD EAST 1000 SOUTH. THE MONUMENT IS
 KA0975'LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 KA0975'
 KA0975'THE MONUMENT DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0994 ***********************************************************************
 KA0994  DESIGNATION -  K 103
 KA0994  PID         -  KA0994
 KA0994  STATE/COUNTY-  IN/FOUNTAIN
 KA0994  COUNTRY     -  US
 KA0994  USGS QUAD   -  WALLACE (2019)
 KA0994
 KA0994                         *CURRENT SURVEY CONTROL
 KA0994  ______________________________________________________________________
 KA0994* NAD 83(1986) POSITION- 39 58 02.     (N) 087 13 24.     (W)   SCALED
 KA0994* NAVD 88 ORTHO HEIGHT -   213.998 (meters)      702.09  (feet) ADJUSTED
 KA0994  ______________________________________________________________________
 KA0994  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 KA0994  DYNAMIC HEIGHT  -        213.882 (meters)      701.71  (feet) COMP
 KA0994  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 KA0994
 KA0994  VERT ORDER      -  SECOND    CLASS 0
 KA0994
 KA0994.The horizontal coordinates were scaled from a map and have
 KA0994.an estimated accuracy of +/- 6 seconds.
 KA0994
 KA0994.The orthometric height was determined by differential leveling and
 KA0994.adjusted by the NATIONAL GEODETIC SURVEY
 KA0994.in June 1991.
 KA0994
 KA0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0994.GEOID18 height accuracy estimate available here.
 KA0994
 KA0994.Click photographs - Photos may exist for this station.
 KA0994
 KA0994.The dynamic height is computed by dividing the NAVD 88
 KA0994.geopotential number by the normal gravity value computed on the
 KA0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0994.degrees latitude (g = 980.6199 gals.).
 KA0994
 KA0994.The modeled gravity was interpolated from observed gravity values.
 KA0994
 KA0994;                    North         East    Units  Estimated Accuracy
 KA0994;SPC IN W     -   523,890.      888,040.      MT  (+/- 180 meters Scaled)
 KA0994
 KA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK809241(NAD 83)
 KA0994
 KA0994                          SUPERSEDED SURVEY CONTROL
 KA0994
 KA0994  NGVD 29 (??/??/92)  214.073  (m)          702.34   (f) ADJ UNCH    2 0
 KA0994
 KA0994.Superseded values are not recommended for survey control.
 KA0994
 KA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0994.See file dsdata.pdf to determine how the superseded data were derived.
 KA0994
 KA0994_MARKER: DB = BENCH MARK DISK
 KA0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0994_STAMPING: K 103 1946
 KA0994_MARK LOGO: CGS
 KA0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0994+STABILITY: SURFACE MOTION
 KA0994
 KA0994  HISTORY     - Date     Condition        Report By
 KA0994  HISTORY     - 1946     MONUMENTED       CGS
 KA0994
 KA0994                          STATION DESCRIPTION
 KA0994
 KA0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0994'3 MI E FROM KINGMAN.
 KA0994'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST
 KA0994'OFFICE AT KINGMAN, 1.0 MILE EAST OF THE INTERSECTION OF U.S.
 KA0994'HIGHWAY 41, AT A CROSS ROAD, 77 FEET WEST OF THE CENTER LINE OF
 KA0994'THE ROAD SOUTH, 58 FEET WEST OF A FENCE CORNER, 28 FEET SOUTH
 KA0994'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF A TELEPHONE
 KA0994'POLE, 1 FOOT NORTH OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE
 KA0994'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 103 1946 AND
 KA0994'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0994'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1068 ***********************************************************************
 KA1068  DESIGNATION -  K 104
 KA1068  PID         -  KA1068
 KA1068  STATE/COUNTY-  IN/FOUNTAIN
 KA1068  COUNTRY     -  US
 KA1068  USGS QUAD   -  NEWPORT (2019)
 KA1068
 KA1068                         *CURRENT SURVEY CONTROL
 KA1068  ______________________________________________________________________
 KA1068* NAD 83(1986) POSITION- 39 59 44.     (N) 087 24 24.     (W)   SCALED
 KA1068* NAVD 88 ORTHO HEIGHT -   192.227 (meters)      630.66  (feet) ADJUSTED
 KA1068  ______________________________________________________________________
 KA1068  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KA1068  DYNAMIC HEIGHT  -        192.126 (meters)      630.33  (feet) COMP
 KA1068  MODELED GRAVITY -    980,097.0   (mgal)                       NAVD 88
 KA1068
 KA1068  VERT ORDER      -  SECOND    CLASS 0
 KA1068
 KA1068.The horizontal coordinates were scaled from a map and have
 KA1068.an estimated accuracy of +/- 6 seconds.
 KA1068
 KA1068.The orthometric height was determined by differential leveling and
 KA1068.adjusted by the NATIONAL GEODETIC SURVEY
 KA1068.in June 1991.
 KA1068
 KA1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1068.GEOID18 height accuracy estimate available here.
 KA1068
 KA1068.Click photographs - Photos may exist for this station.
 KA1068
 KA1068.The dynamic height is computed by dividing the NAVD 88
 KA1068.geopotential number by the normal gravity value computed on the
 KA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1068.degrees latitude (g = 980.6199 gals.).
 KA1068
 KA1068.The modeled gravity was interpolated from observed gravity values.
 KA1068
 KA1068;                    North         East    Units  Estimated Accuracy
 KA1068;SPC IN W     -   527,070.      872,390.      MT  (+/- 180 meters Scaled)
 KA1068
 KA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK652273(NAD 83)
 KA1068
 KA1068                          SUPERSEDED SURVEY CONTROL
 KA1068
 KA1068  NGVD 29 (??/??/92)  192.286  (m)          630.86   (f) ADJ UNCH    2 0
 KA1068
 KA1068.Superseded values are not recommended for survey control.
 KA1068
 KA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1068.See file dsdata.pdf to determine how the superseded data were derived.
 KA1068
 KA1068_MARKER: DB = BENCH MARK DISK
 KA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1068_STAMPING: K 104 1946
 KA1068_MARK LOGO: CGS
 KA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1068+STABILITY: SURFACE MOTION
 KA1068
 KA1068  HISTORY     - Date     Condition        Report By
 KA1068  HISTORY     - 1946     MONUMENTED       CGS
 KA1068
 KA1068                          STATION DESCRIPTION
 KA1068
 KA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1068'2.9 MI N FROM SILVERWOOD.
 KA1068'ABOUT 2.9 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 KA1068'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 KA1068'SILVERWOOD, 1.0 MILE NORTH OF A CROSS ROAD, 0.15 MILE NORTH OF
 KA1068'A FARM HOUSE, 194 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 KA1068'CENTER OF A GATE WITH LARGE BRICK POSTS, 23 FEET WEST OF THE
 KA1068'CENTER LINE OF THE ROAD, 4 FEET SOUTH OF THE SOUTH GATE POST OF
 KA1068'A GATE TO A PASTURE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA1068'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 KA1068'K 104 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1068'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1368 ***********************************************************************
 ME1368  DESIGNATION -  K 105
 ME1368  PID         -  ME1368
 ME1368  STATE/COUNTY-  IN/NEWTON
 ME1368  COUNTRY     -  US
 ME1368  USGS QUAD   -  FAIR OAKS (2019)
 ME1368
 ME1368                         *CURRENT SURVEY CONTROL
 ME1368  ______________________________________________________________________
 ME1368* NAD 83(1986) POSITION- 41 06 15.     (N) 087 20 01.     (W)   SCALED
 ME1368* NAVD 88 ORTHO HEIGHT -   204.639 (meters)      671.39  (feet) ADJUSTED
 ME1368  ______________________________________________________________________
 ME1368  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 ME1368  DYNAMIC HEIGHT  -        204.551 (meters)      671.10  (feet) COMP
 ME1368  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 ME1368
 ME1368  VERT ORDER      -  SECOND    CLASS 0
 ME1368
 ME1368.The horizontal coordinates were scaled from a map and have
 ME1368.an estimated accuracy of +/- 6 seconds.
 ME1368
 ME1368.The orthometric height was determined by differential leveling and
 ME1368.adjusted by the NATIONAL GEODETIC SURVEY
 ME1368.in June 1991.
 ME1368
 ME1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1368.GEOID18 height accuracy estimate available here.
 ME1368
 ME1368.Click photographs - Photos may exist for this station.
 ME1368
 ME1368.The dynamic height is computed by dividing the NAVD 88
 ME1368.geopotential number by the normal gravity value computed on the
 ME1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1368.degrees latitude (g = 980.6199 gals.).
 ME1368
 ME1368.The modeled gravity was interpolated from observed gravity values.
 ME1368
 ME1368;                    North         East    Units  Estimated Accuracy
 ME1368;SPC IN W     -   650,160.      878,980.      MT  (+/- 180 meters Scaled)
 ME1368
 ME1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719503(NAD 83)
 ME1368
 ME1368                          SUPERSEDED SURVEY CONTROL
 ME1368
 ME1368  NGVD 29 (??/??/92)  204.723  (m)          671.66   (f) ADJ UNCH    2 0
 ME1368
 ME1368.Superseded values are not recommended for survey control.
 ME1368
 ME1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1368.See file dsdata.pdf to determine how the superseded data were derived.
 ME1368
 ME1368_MARKER: DB = BENCH MARK DISK
 ME1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1368_SP_SET: BRIDGE
 ME1368_STAMPING: K 105 1946
 ME1368_MARK LOGO: CGS
 ME1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1368
 ME1368  HISTORY     - Date     Condition        Report By
 ME1368  HISTORY     - 1946     MONUMENTED       CGS
 ME1368  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1368  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1368
 ME1368                          STATION DESCRIPTION
 ME1368
 ME1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1368'4.8 MI S FROM THAYER.
 ME1368'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS ROAD
 ME1368'AT THAYER, 0.2 MILE NORTH OF A CROSS ROAD, AT A STEEL BRIDGE OVER
 ME1368'KNIGHT DITCH, 18 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 19.5
 ME1368'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, AT THE
 ME1368'SOUTHWEST EDGE OF THE STREAM, SET IN THE TOP OF THE SOUTHEAST
 ME1368'END OF THE NORTH HEADWALL OF A 20-INCH CORRUGATED STEEL PIPE
 ME1368'CULVERT UNDER A FARM ENTRANCE ROAD LEADING WEST, ABOUT 4 1/2
 ME1368'FEET LOWER THAN THE LEVEL OF THE BRIDGE FLOOR.
 ME1368
 ME1368                          STATION RECOVERY (1968)
 ME1368
 ME1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1368'MARK NOT FOUND.
 ME1368
 ME1368                          STATION RECOVERY (2008)
 ME1368
 ME1368'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1300 ***********************************************************************
 LB1300  DESIGNATION -  K 106
 LB1300  PID         -  LB1300
 LB1300  STATE/COUNTY-  IN/NEWTON
 LB1300  COUNTRY     -  US
 LB1300  USGS QUAD   -  GOODLAND (2019)
 LB1300
 LB1300                         *CURRENT SURVEY CONTROL
 LB1300  ______________________________________________________________________
 LB1300* NAD 83(1986) POSITION- 40 48 33.     (N) 087 18 20.     (W)   SCALED
 LB1300* NAVD 88 ORTHO HEIGHT -   203.188 (meters)      666.63  (feet) ADJUSTED
 LB1300  ______________________________________________________________________
 LB1300  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 LB1300  DYNAMIC HEIGHT  -        203.097 (meters)      666.33  (feet) COMP
 LB1300  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 LB1300
 LB1300  VERT ORDER      -  SECOND    CLASS 0
 LB1300
 LB1300.The horizontal coordinates were scaled from a map and have
 LB1300.an estimated accuracy of +/- 6 seconds.
 LB1300
 LB1300.The orthometric height was determined by differential leveling and
 LB1300.adjusted by the NATIONAL GEODETIC SURVEY
 LB1300.in June 1991.
 LB1300
 LB1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1300.GEOID18 height accuracy estimate available here.
 LB1300
 LB1300.Click photographs - Photos may exist for this station.
 LB1300
 LB1300.The dynamic height is computed by dividing the NAVD 88
 LB1300.geopotential number by the normal gravity value computed on the
 LB1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1300.degrees latitude (g = 980.6199 gals.).
 LB1300
 LB1300.The modeled gravity was interpolated from observed gravity values.
 LB1300
 LB1300;                    North         East    Units  Estimated Accuracy
 LB1300;SPC IN W     -   617,390.      881,250.      MT  (+/- 180 meters Scaled)
 LB1300
 LB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742176(NAD 83)
 LB1300
 LB1300                          SUPERSEDED SURVEY CONTROL
 LB1300
 LB1300  NGVD 29 (??/??/92)  203.261  (m)          666.87   (f) ADJ UNCH    2 0
 LB1300
 LB1300.Superseded values are not recommended for survey control.
 LB1300
 LB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1300.See file dsdata.pdf to determine how the superseded data were derived.
 LB1300
 LB1300_MARKER: DB = BENCH MARK DISK
 LB1300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1300_SP_SET: CULVERT HEADWALL
 LB1300_STAMPING: K 106 1946
 LB1300_MARK LOGO: CGS
 LB1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1300+STABILITY: SURFACE MOTION
 LB1300
 LB1300  HISTORY     - Date     Condition        Report By
 LB1300  HISTORY     - 1946     MONUMENTED       CGS
 LB1300
 LB1300                          STATION DESCRIPTION
 LB1300
 LB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1300'3.8 MI N FROM GOODLAND.
 LB1300'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1300'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A
 LB1300'PAVED ROAD, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 55, IN
 LB1300'THE NORTHWEST QUARTER OF A CROSS ROAD, 22 FEET WEST OF THE
 LB1300'CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER LINE
 LB1300'OF THE ROAD LEADING WEST, SET IN THE TOP OF THE WEST END OF THE
 LB1300'NORTH CONCRETE HEADWALL OF A 14-INCH PIPE CULVERT UNDER THE
 LB1300'EAST-WEST ROAD, ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1347 ***********************************************************************
 LB1347  DESIGNATION -  K 108 RESET
 LB1347  PID         -  LB1347
 LB1347  STATE/COUNTY-  IN/JASPER
 LB1347  COUNTRY     -  US
 LB1347  USGS QUAD   -  RENSSELAER (2019)
 LB1347
 LB1347                         *CURRENT SURVEY CONTROL
 LB1347  ______________________________________________________________________
 LB1347* NAD 83(1986) POSITION- 40 53 29.     (N) 087 09 17.     (W)   SCALED
 LB1347* NAVD 88 ORTHO HEIGHT -   200.08  (meters)      656.4   (feet) RESET
 LB1347  ______________________________________________________________________
 LB1347  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 LB1347  VERT ORDER      -  THIRD
 LB1347
 LB1347.The horizontal coordinates were scaled from a map and have
 LB1347.an estimated accuracy of +/- 6 seconds.
 LB1347
 LB1347.The orthometric height was computed from unverified reset data.
 LB1347
 LB1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1347.GEOID18 height accuracy estimate available here.
 LB1347
 LB1347.Click photographs - Photos may exist for this station.
 LB1347
 LB1347;                    North         East    Units  Estimated Accuracy
 LB1347;SPC IN W     -   626,500.      893,980.      MT  (+/- 180 meters Scaled)
 LB1347
 LB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869267(NAD 83)
 LB1347
 LB1347                          SUPERSEDED SURVEY CONTROL
 LB1347
 LB1347  NGVD 29 (??/??/??)  200.16   (m)          656.7    (f) RESET       3  
 LB1347
 LB1347.Superseded values are not recommended for survey control.
 LB1347
 LB1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1347.See file dsdata.pdf to determine how the superseded data were derived.
 LB1347
 LB1347_MARKER: DB = BENCH MARK DISK
 LB1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1347_SP_SET: STEEL BEAM STRUCTURE
 LB1347_STAMPING: K 108 RESET 1957
 LB1347_MARK LOGO: CGS
 LB1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1347+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1347
 LB1347  HISTORY     - Date     Condition        Report By
 LB1347  HISTORY     - 1957     MONUMENTED       INHD
 LB1347  HISTORY     - 1958     GOOD             CGS
 LB1347  HISTORY     - 20071110 GOOD             GEOCAC
 LB1347  HISTORY     - 20080808 GOOD             GEOCAC
 LB1347  HISTORY     - 20120327 GOOD             IN-073
 LB1347
 LB1347                          STATION DESCRIPTION
 LB1347
 LB1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LB1347'3.1 MI S FROM RENSSELAER.
 LB1347'3.1 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE COURTHOUSE
 LB1347'AT RENNSELAER, 0.3 MILE SOUTH OF THE JUNCTION OF A T ROAD LEADING
 LB1347'WEST, 0.2 MILE NORTH OF A T ROAD LEADING WEST, IN THE TOP OF THE
 LB1347'SOUTHWEST WING OF A 72 FOOT STEEL BEAM STRUCTURE OVER HOWE
 LB1347'DITCH, 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LB1347
 LB1347                          STATION RECOVERY (2007)
 LB1347
 LB1347'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1347'RECOVERED IN GOOD CONDITION.
 LB1347
 LB1347                          STATION RECOVERY (2008)
 LB1347
 LB1347'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1347'RECOVERED IN GOOD CONDITION.
 LB1347
 LB1347                          STATION RECOVERY (2012)
 LB1347
 LB1347'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1441 ***********************************************************************
 LB1441  DESIGNATION -  K 109
 LB1441  PID         -  LB1441
 LB1441  STATE/COUNTY-  IN/JASPER
 LB1441  COUNTRY     -  US
 LB1441  USGS QUAD   -  REMINGTON (2019)
 LB1441
 LB1441                         *CURRENT SURVEY CONTROL
 LB1441  ______________________________________________________________________
 LB1441* NAD 83(1986) POSITION- 40 45 44.     (N) 087 12 39.     (W)   SCALED
 LB1441* NAVD 88 ORTHO HEIGHT -   224.644 (meters)      737.02  (feet) ADJUSTED
 LB1441  ______________________________________________________________________
 LB1441  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 LB1441  DYNAMIC HEIGHT  -        224.541 (meters)      736.68  (feet) COMP
 LB1441  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 LB1441
 LB1441  VERT ORDER      -  SECOND    CLASS 0
 LB1441
 LB1441.The horizontal coordinates were scaled from a map and have
 LB1441.an estimated accuracy of +/- 6 seconds.
 LB1441
 LB1441.The orthometric height was determined by differential leveling and
 LB1441.adjusted by the NATIONAL GEODETIC SURVEY
 LB1441.in June 1991.
 LB1441
 LB1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1441.GEOID18 height accuracy estimate available here.
 LB1441
 LB1441.Click photographs - Photos may exist for this station.
 LB1441
 LB1441.The dynamic height is computed by dividing the NAVD 88
 LB1441.geopotential number by the normal gravity value computed on the
 LB1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1441.degrees latitude (g = 980.6199 gals.).
 LB1441
 LB1441.The modeled gravity was interpolated from observed gravity values.
 LB1441
 LB1441;                    North         East    Units  Estimated Accuracy
 LB1441;SPC IN W     -   612,160.      889,240.      MT  (+/- 180 meters Scaled)
 LB1441
 LB1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL822123(NAD 83)
 LB1441
 LB1441                          SUPERSEDED SURVEY CONTROL
 LB1441
 LB1441  NGVD 29 (??/??/92)  224.715  (m)          737.25   (f) ADJ UNCH    2 0
 LB1441
 LB1441.Superseded values are not recommended for survey control.
 LB1441
 LB1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1441.See file dsdata.pdf to determine how the superseded data were derived.
 LB1441
 LB1441_MARKER: DB = BENCH MARK DISK
 LB1441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1441_SP_SET: CULVERT HEADWALL
 LB1441_STAMPING: K 109 1946
 LB1441_MARK LOGO: CGS
 LB1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1441+STABILITY: SURFACE MOTION
 LB1441
 LB1441  HISTORY     - Date     Condition        Report By
 LB1441  HISTORY     - 1946     MONUMENTED       CGS
 LB1441  HISTORY     - 20071110 GOOD             GEOCAC
 LB1441  HISTORY     - 20080804 MARK NOT FOUND   INDOT
 LB1441  HISTORY     - 20080808 GOOD             GEOCAC
 LB1441  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 LB1441
 LB1441                          STATION DESCRIPTION
 LB1441
 LB1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1441'3.1 MI W FROM REMINGTON.
 LB1441'ABOUT 3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1441'STATION AT REMINGTON, AT A GRAVEL ROAD CROSSING, 9 FEET NORTH OF
 LB1441'THE NORTH RAIL OF THE TRACK, 40 FEET WEST OF THE CENTER LINE
 LB1441'OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB1441'STONE HEADWALL OF A 3-FOOT DOUBLE PIPE CULVERT UNDER THE TRACK,
 LB1441'AND ABOUT 2 FEET BELOW TRACK LEVEL.  A STANDARD DISK, STAMPED
 LB1441'K 109 1946.
 LB1441
 LB1441                          STATION RECOVERY (2007)
 LB1441
 LB1441'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1441'RECOVERED IN GOOD CONDITION.
 LB1441
 LB1441                          STATION RECOVERY (2008)
 LB1441
 LB1441'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 LB1441'MARK WAS NOT FOUND.
 LB1441
 LB1441                          STATION RECOVERY (2008)
 LB1441
 LB1441'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1441'RECOVERED IN GOOD CONDITION.
 LB1441
 LB1441                          STATION RECOVERY (2012)
 LB1441
 LB1441'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0840 ***********************************************************************
 JA0840  DESIGNATION -  K 11
 JA0840  PID         -  JA0840
 JA0840  STATE/COUNTY-  IN/DAVIESS
 JA0840  COUNTRY     -  US
 JA0840  USGS QUAD   -  WASHINGTON (2019)
 JA0840
 JA0840                         *CURRENT SURVEY CONTROL
 JA0840  ______________________________________________________________________
 JA0840* NAD 83(1986) POSITION- 38 39 19.63   (N) 087 10 28.93   (W)   HD_HELD1
 JA0840* NAVD 88 ORTHO HEIGHT -   148.645 (meters)      487.68  (feet) ADJUSTED
 JA0840  ______________________________________________________________________
 JA0840  GEOID HEIGHT    -        -32.304 (meters)                     GEOID18
 JA0840  DYNAMIC HEIGHT  -        148.551 (meters)      487.37  (feet) COMP
 JA0840  MODELED GRAVITY -    979,990.4   (mgal)                       NAVD 88
 JA0840
 JA0840  VERT ORDER      -  FIRST     CLASS II
 JA0840
 JA0840.The horizontal coordinates were determined by differentially corrected
 JA0840.hand held GPS observations or other comparable positioning techniques
 JA0840.and have an estimated accuracy of +/- 3 meters.
 JA0840
 JA0840.The orthometric height was determined by differential leveling and
 JA0840.adjusted by the NATIONAL GEODETIC SURVEY
 JA0840.in June 1991.
 JA0840
 JA0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0840.GEOID18 height accuracy estimate available here.
 JA0840
 JA0840.Click photographs - Photos may exist for this station.
 JA0840
 JA0840.The dynamic height is computed by dividing the NAVD 88
 JA0840.geopotential number by the normal gravity value computed on the
 JA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0840.degrees latitude (g = 980.6199 gals.).
 JA0840
 JA0840.The modeled gravity was interpolated from observed gravity values.
 JA0840
 JA0840;                    North         East    Units  Estimated Accuracy
 JA0840;SPC IN W     -   378,252.6     892,047.0     MT  (+/- 3 meters HH1 GPS) 
 JA0840
 JA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8479978557(NAD 83)
 JA0840
 JA0840                          SUPERSEDED SURVEY CONTROL
 JA0840
 JA0840  NGVD 29 (??/??/92)  148.775  (m)          488.11   (f) ADJ UNCH    1 2
 JA0840
 JA0840.Superseded values are not recommended for survey control.
 JA0840
 JA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0840.See file dsdata.pdf to determine how the superseded data were derived.
 JA0840
 JA0840_MARKER: DB = BENCH MARK DISK
 JA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0840_STAMPING: 488.155 K 11 1930
 JA0840_MARK LOGO: CGS
 JA0840_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0840+STABILITY: SURFACE MOTION
 JA0840
 JA0840  HISTORY     - Date     Condition        Report By
 JA0840  HISTORY     - 1930     MONUMENTED       CGS
 JA0840  HISTORY     - 1965     GOOD             CGS
 JA0840  HISTORY     - 1985     GOOD             NGS
 JA0840  HISTORY     - 20090605 GOOD             GEOCAC
 JA0840
 JA0840                          STATION DESCRIPTION
 JA0840
 JA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0840'AT WASHINGTON.
 JA0840'AT WASHINGTON, ALONG THE BALTIMORE AND OHIO RAILROAD, 17.9 FEET
 JA0840'EAST OF THE NORTHEAST CORNER OF THE STATION, IN THE RAILROAD
 JA0840'STATION LAWN, 20 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JA0840'7 POLES WEST OF MILEPOST 169-20, ABOUT LEVEL WITH THE TRACK, AND
 JA0840'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0840
 JA0840                          STATION RECOVERY (1985)
 JA0840
 JA0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0840'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JA0840'WASHINGTON, AT THE INTERSECTION OF SOUTH MERIDAN STREET AND THE
 JA0840'CONRAIL RAILROAD, 74.8 M (245.4 FT) EAST OF THE CENTER OF THE STREET,
 JA0840'6.1 M (20.0 FT) NORTH OF THE NEAR RAIL, 5.5 M (18.0 FT) EAST OF THE
 JA0840'SOUTHEAST CORNER OF THE RAILROAD STATION, AND 0.4 M (1.3 FT) NORTH OF
 JA0840'A FENCE.
 JA0840'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA0840'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JA0840
 JA0840                          STATION RECOVERY (2009)
 JA0840
 JA0840'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2053 ***********************************************************************
 JZ2053  DESIGNATION -  K 11
 JZ2053  PID         -  JZ2053
 JZ2053  STATE/COUNTY-  IN/FRANKLIN
 JZ2053  COUNTRY     -  US
 JZ2053  USGS QUAD   -  BROOKVILLE (2019)
 JZ2053
 JZ2053                         *CURRENT SURVEY CONTROL
 JZ2053  ______________________________________________________________________
 JZ2053* NAD 83(1986) POSITION- 39 25 20.     (N) 085 00 45.     (W)   SCALED
 JZ2053* NAVD 88 ORTHO HEIGHT -   204.219 (meters)      670.01  (feet) ADJUSTED
 JZ2053  ______________________________________________________________________
 JZ2053  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 JZ2053  DYNAMIC HEIGHT  -        204.096 (meters)      669.61  (feet) COMP
 JZ2053  MODELED GRAVITY -    980,020.0   (mgal)                       NAVD 88
 JZ2053
 JZ2053  VERT ORDER      -  SECOND    CLASS 0
 JZ2053
 JZ2053.The horizontal coordinates were scaled from a map and have
 JZ2053.an estimated accuracy of +/- 6 seconds.
 JZ2053
 JZ2053.The orthometric height was determined by differential leveling and
 JZ2053.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2053.in June 1991.
 JZ2053
 JZ2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2053.GEOID18 height accuracy estimate available here.
 JZ2053
 JZ2053.Click photographs - Photos may exist for this station.
 JZ2053
 JZ2053.The dynamic height is computed by dividing the NAVD 88
 JZ2053.geopotential number by the normal gravity value computed on the
 JZ2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2053.degrees latitude (g = 980.6199 gals.).
 JZ2053
 JZ2053.The modeled gravity was interpolated from observed gravity values.
 JZ2053
 JZ2053;                    North         East    Units  Estimated Accuracy
 JZ2053;SPC IN E     -   463,570.      156,330.      MT  (+/- 180 meters Scaled)
 JZ2053
 JZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710655(NAD 83)
 JZ2053
 JZ2053                          SUPERSEDED SURVEY CONTROL
 JZ2053
 JZ2053  NGVD 29 (??/??/92)  204.399  (m)          670.60   (f) ADJ UNCH    2 0
 JZ2053
 JZ2053.Superseded values are not recommended for survey control.
 JZ2053
 JZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2053.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2053
 JZ2053_MARKER: DD = SURVEY DISK
 JZ2053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2053_SP_SET: BUILDING
 JZ2053_STAMPING: K 11 1928
 JZ2053_MARK LOGO: USGS
 JZ2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2053
 JZ2053  HISTORY     - Date     Condition        Report By
 JZ2053  HISTORY     - 1928     MONUMENTED       USGS
 JZ2053  HISTORY     - 1947     GOOD             CGS
 JZ2053  HISTORY     - 20040922 MARK NOT FOUND   SCHC
 JZ2053
 JZ2053                          STATION DESCRIPTION
 JZ2053
 JZ2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2053'AT BROOKVILLE.
 JZ2053'AT BROOKVILLE, SET VERTICALLY IN THE WEST FACE OF THE POST
 JZ2053'OFFICE BUILDING, 10 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 JZ2053'BUILDING, 13 FEET EAST OF THE EAST CURB OF MAIN STREET, AND
 JZ2053'1 FOOT ABOVE THE SIDE WALK.
 JZ2053
 JZ2053                          STATION RECOVERY (2004)
 JZ2053
 JZ2053'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2004 (JKN)
 JZ2053'OLD POST OFFICE HAS BEEN DESTROYED PER FRANKLIN COUNTY SURVEYOR AND
 JZ2053'CURRENT POST OFFICE EMPLOYEES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0876 ***********************************************************************
 LB0876  DESIGNATION -  K 111
 LB0876  PID         -  LB0876
 LB0876  STATE/COUNTY-  IN/BOONE
 LB0876  COUNTRY     -  US
 LB0876  USGS QUAD   -  HAZELRIGG (2019)
 LB0876
 LB0876                         *CURRENT SURVEY CONTROL
 LB0876  ______________________________________________________________________
 LB0876* NAD 83(1986) POSITION- 40 00 37.21   (N) 086 37 10.80   (W)   HD_HELD1
 LB0876* NAVD 88 ORTHO HEIGHT -   281.065 (meters)      922.13  (feet) ADJUSTED
 LB0876  ______________________________________________________________________
 LB0876  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 LB0876  DYNAMIC HEIGHT  -        280.911 (meters)      921.62  (feet) COMP
 LB0876  MODELED GRAVITY -    980,071.8   (mgal)                       NAVD 88
 LB0876
 LB0876  VERT ORDER      -  SECOND    CLASS 0
 LB0876
 LB0876.The horizontal coordinates were determined by differentially corrected
 LB0876.hand held GPS observations or other comparable positioning techniques
 LB0876.and have an estimated accuracy of +/- 3 meters.
 LB0876
 LB0876.The orthometric height was determined by differential leveling and
 LB0876.adjusted by the NATIONAL GEODETIC SURVEY
 LB0876.in June 1991.
 LB0876
 LB0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0876.GEOID18 height accuracy estimate available here.
 LB0876
 LB0876.Click photographs - Photos may exist for this station.
 LB0876
 LB0876.The dynamic height is computed by dividing the NAVD 88
 LB0876.geopotential number by the normal gravity value computed on the
 LB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0876.degrees latitude (g = 980.6199 gals.).
 LB0876
 LB0876.The modeled gravity was interpolated from observed gravity values.
 LB0876
 LB0876;                    North         East    Units  Estimated Accuracy
 LB0876;SPC IN W     -   528,768.3     939,587.1     MT  (+/- 3 meters HH1 GPS) 
 LB0876
 LB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3246028973(NAD 83)
 LB0876
 LB0876                          SUPERSEDED SURVEY CONTROL
 LB0876
 LB0876  NGVD 29 (??/??/92)  281.157  (m)          922.43   (f) ADJ UNCH    2 0
 LB0876
 LB0876.Superseded values are not recommended for survey control.
 LB0876
 LB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0876.See file dsdata.pdf to determine how the superseded data were derived.
 LB0876
 LB0876_MARKER: DB = BENCH MARK DISK
 LB0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0876_STAMPING: K 111 1946
 LB0876_MARK LOGO: CGS
 LB0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0876+STABILITY: SURFACE MOTION
 LB0876
 LB0876  HISTORY     - Date     Condition        Report By
 LB0876  HISTORY     - 1946     MONUMENTED       CGS
 LB0876  HISTORY     - 1977     GOOD             LOCENG
 LB0876
 LB0876                          STATION DESCRIPTION
 LB0876
 LB0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0876'1.1 MI N FROM ADVANCE.
 LB0876'ALONG STATE HIGHWAY 75 ABOUT 1.1 MILE NORTH OF JACKSON
 LB0876'HIGH-SCHOOL BUILDING AT ADVANCE, IN THE NORTHEAST QUARTER OF THE
 LB0876'INTERSECTION WITH STATE HIGHWAY 532, 38 FEET EAST OF THE CENTER
 LB0876'LINE OF HIGHWAY 75, 44 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 LB0876'532, 2.5 FEET WEST OF A CORNER FENCE POST, 1 1/2 FOOT SOUTH OF A
 LB0876'WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 LB0876'THE INTERSECTION.  A STANDARD DISK, STAMPED K 111 1946 AND SET
 LB0876'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0876
 LB0876                          STATION RECOVERY (1977)
 LB0876
 LB0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0611 ***********************************************************************
 LB0611  DESIGNATION -  K 112
 LB0611  PID         -  LB0611
 LB0611  STATE/COUNTY-  IN/BOONE
 LB0611  COUNTRY     -  US
 LB0611  USGS QUAD   -  ROSSTON (2019)
 LB0611
 LB0611                         *CURRENT SURVEY CONTROL
 LB0611  ______________________________________________________________________
 LB0611* NAD 83(1986) POSITION- 40 02 24.     (N) 086 19 39.     (W)   SCALED
 LB0611* NAVD 88 ORTHO HEIGHT -   282.467 (meters)      926.73  (feet) ADJUSTED
 LB0611  ______________________________________________________________________
 LB0611  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 LB0611  DYNAMIC HEIGHT  -        282.310 (meters)      926.21  (feet) COMP
 LB0611  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LB0611
 LB0611  VERT ORDER      -  SECOND    CLASS 0
 LB0611
 LB0611.The horizontal coordinates were scaled from a map and have
 LB0611.an estimated accuracy of +/- 6 seconds.
 LB0611
 LB0611.The orthometric height was determined by differential leveling and
 LB0611.adjusted by the NATIONAL GEODETIC SURVEY
 LB0611.in June 1991.
 LB0611
 LB0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0611.GEOID18 height accuracy estimate available here.
 LB0611
 LB0611.Click photographs - Photos may exist for this station.
 LB0611
 LB0611.The dynamic height is computed by dividing the NAVD 88
 LB0611.geopotential number by the normal gravity value computed on the
 LB0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0611.degrees latitude (g = 980.6199 gals.).
 LB0611
 LB0611.The modeled gravity was interpolated from observed gravity values.
 LB0611
 LB0611;                    North         East    Units  Estimated Accuracy
 LB0611;SPC IN W     -   532,230.      964,500.      MT  (+/- 180 meters Scaled)
 LB0611
 LB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK573324(NAD 83)
 LB0611
 LB0611                          SUPERSEDED SURVEY CONTROL
 LB0611
 LB0611  NGVD 29 (??/??/92)  282.574  (m)          927.08   (f) ADJ UNCH    2 0
 LB0611
 LB0611.Superseded values are not recommended for survey control.
 LB0611
 LB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0611.See file dsdata.pdf to determine how the superseded data were derived.
 LB0611
 LB0611_MARKER: DB = BENCH MARK DISK
 LB0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0611_SP_SET: BRIDGE WINGWALL
 LB0611_STAMPING: K 112 1946
 LB0611_MARK LOGO: CGS
 LB0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0611
 LB0611  HISTORY     - Date     Condition        Report By
 LB0611  HISTORY     - 1946     MONUMENTED       CGS
 LB0611  HISTORY     - 1977     GOOD             LOCENG
 LB0611
 LB0611                          STATION DESCRIPTION
 LB0611
 LB0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0611'7.8 MI E FROM LEBANON.
 LB0611'ALONG STATE HIGHWAY 32 ABOUT 7.85 MILES EAST OF THE COUNTY
 LB0611'COURT HOUSE AT LEBANON, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 LB0611'OF A 50-FOOT CONCRETE BRIDGE OVER A CREEK, 15 FEET SOUTH OF THE
 LB0611'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 LB0611'A STANDARD DISK, STAMPED K 112 1946.
 LB0611
 LB0611                          STATION RECOVERY (1977)
 LB0611
 LB0611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0853 ***********************************************************************
 LB0853  DESIGNATION -  K 113
 LB0853  PID         -  LB0853
 LB0853  STATE/COUNTY-  IN/BOONE
 LB0853  COUNTRY     -  US
 LB0853  USGS QUAD   -  THORNTOWN (2019)
 LB0853
 LB0853                         *CURRENT SURVEY CONTROL
 LB0853  ______________________________________________________________________
 LB0853* NAD 83(1986) POSITION- 40 08 39.     (N) 086 36 41.     (W)   SCALED
 LB0853* NAVD 88 ORTHO HEIGHT -   252.491 (meters)      828.38  (feet) ADJUSTED
 LB0853  ______________________________________________________________________
 LB0853  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 LB0853  DYNAMIC HEIGHT  -        252.355 (meters)      827.93  (feet) COMP
 LB0853  MODELED GRAVITY -    980,080.4   (mgal)                       NAVD 88
 LB0853
 LB0853  VERT ORDER      -  SECOND    CLASS 0
 LB0853
 LB0853.The horizontal coordinates were scaled from a map and have
 LB0853.an estimated accuracy of +/- 6 seconds.
 LB0853
 LB0853.The orthometric height was determined by differential leveling and
 LB0853.adjusted by the NATIONAL GEODETIC SURVEY
 LB0853.in June 1991.
 LB0853
 LB0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0853.GEOID18 height accuracy estimate available here.
 LB0853
 LB0853.Click photographs - Photos may exist for this station.
 LB0853
 LB0853.The dynamic height is computed by dividing the NAVD 88
 LB0853.geopotential number by the normal gravity value computed on the
 LB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0853.degrees latitude (g = 980.6199 gals.).
 LB0853
 LB0853.The modeled gravity was interpolated from observed gravity values.
 LB0853
 LB0853;                    North         East    Units  Estimated Accuracy
 LB0853;SPC IN W     -   543,630.      940,220.      MT  (+/- 180 meters Scaled)
 LB0853
 LB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK331438(NAD 83)
 LB0853
 LB0853                          SUPERSEDED SURVEY CONTROL
 LB0853
 LB0853  NGVD 29 (??/??/92)  252.588  (m)          828.70   (f) ADJ UNCH    2 0
 LB0853
 LB0853.Superseded values are not recommended for survey control.
 LB0853
 LB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0853.See file dsdata.pdf to determine how the superseded data were derived.
 LB0853
 LB0853_MARKER: DB = BENCH MARK DISK
 LB0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0853_SP_SET: UNDERPASS WINGWALL
 LB0853_STAMPING: K 113 1946
 LB0853_MARK LOGO: CGS
 LB0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0853
 LB0853  HISTORY     - Date     Condition        Report By
 LB0853  HISTORY     - 1946     MONUMENTED       CGS
 LB0853  HISTORY     - 1977     GOOD             LOCENG
 LB0853
 LB0853                          STATION DESCRIPTION
 LB0853
 LB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0853'1.2 MI NW FROM THORNTOWN.
 LB0853'ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LB0853'ABOUT 1.25 MILES NORTHWEST OF THE STATION AT THORNTOWN, AT
 LB0853'MILEAGE 148/44, SET IN THE TOP OF THE WEST WINGWALL OF A CONCRETE
 LB0853'UNDERPASS OF A GRAVEL ROAD, ABOUT 2 RAILS SOUTHEAST OF A WATER
 LB0853'TOWER, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK AND
 LB0853'ABOUT 2 FEET BELOW TRACK LEVEL.  A STANDARD DISK, STAMPED K
 LB0853'113 1946.
 LB0853
 LB0853                          STATION RECOVERY (1977)
 LB0853
 LB0853'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0651 ***********************************************************************
 LB0651  DESIGNATION -  K 114
 LB0651  PID         -  LB0651
 LB0651  STATE/COUNTY-  IN/CLINTON
 LB0651  COUNTRY     -  US
 LB0651  USGS QUAD   -  MECHANICSBURG (2019)
 LB0651
 LB0651                         *CURRENT SURVEY CONTROL
 LB0651  ______________________________________________________________________
 LB0651* NAD 83(1986) POSITION- 40 12 14.     (N) 086 29 34.     (W)   SCALED
 LB0651* NAVD 88 ORTHO HEIGHT -   268.971 (meters)      882.45  (feet) ADJUSTED
 LB0651  ______________________________________________________________________
 LB0651  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 LB0651  DYNAMIC HEIGHT  -        268.826 (meters)      881.97  (feet) COMP
 LB0651  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 LB0651
 LB0651  VERT ORDER      -  SECOND    CLASS 0
 LB0651
 LB0651.The horizontal coordinates were scaled from a map and have
 LB0651.an estimated accuracy of +/- 6 seconds.
 LB0651
 LB0651.The orthometric height was determined by differential leveling and
 LB0651.adjusted by the NATIONAL GEODETIC SURVEY
 LB0651.in June 1991.
 LB0651
 LB0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0651.GEOID18 height accuracy estimate available here.
 LB0651
 LB0651.Click photographs - Photos may exist for this station.
 LB0651
 LB0651.The dynamic height is computed by dividing the NAVD 88
 LB0651.geopotential number by the normal gravity value computed on the
 LB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0651.degrees latitude (g = 980.6199 gals.).
 LB0651
 LB0651.The modeled gravity was interpolated from observed gravity values.
 LB0651
 LB0651;                    North         East    Units  Estimated Accuracy
 LB0651;SPC IN W     -   550,320.      950,280.      MT  (+/- 180 meters Scaled)
 LB0651
 LB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK431505(NAD 83)
 LB0651
 LB0651                          SUPERSEDED SURVEY CONTROL
 LB0651
 LB0651  NGVD 29 (??/??/92)  269.07   (m)          882.8    (f) COMPUTED    2 0
 LB0651
 LB0651.Superseded values are not recommended for survey control.
 LB0651
 LB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0651.See file dsdata.pdf to determine how the superseded data were derived.
 LB0651
 LB0651_MARKER: DB = BENCH MARK DISK
 LB0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0651_STAMPING: K 114 1946
 LB0651_MARK LOGO: CGS
 LB0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0651+STABILITY: SURFACE MOTION
 LB0651
 LB0651  HISTORY     - Date     Condition        Report By
 LB0651  HISTORY     - 1946     MONUMENTED       CGS
 LB0651
 LB0651                          STATION DESCRIPTION
 LB0651
 LB0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0651'3.1 MI N FROM MECHANICSBURG.
 LB0651'ALONG STATE HIGHWAY 39 ABOUT 3.1 MILES NORTH OF THE BANK BUILDING
 LB0651'AT MECHANICSBURG, ABOUT 50 YARDS WEST OF JOHN HODGENS FARM
 LB0651'HOUSE, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 LB0651'SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 3.5
 LB0651'FEET SOUTH OF A FENCE CORNER, 2.8 FEET NORTH OF A WHITE WOODEN
 LB0651'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0652 ***********************************************************************
 LB0652  DESIGNATION -  K 114 RESET
 LB0652  PID         -  LB0652
 LB0652  STATE/COUNTY-  IN/CLINTON
 LB0652  COUNTRY     -  US
 LB0652  USGS QUAD   -  MECHANICSBURG (2019)
 LB0652
 LB0652                         *CURRENT SURVEY CONTROL
 LB0652  ______________________________________________________________________
 LB0652* NAD 83(1986) POSITION- 40 12 14.     (N) 086 29 34.     (W)   SCALED
 LB0652* NAVD 88 ORTHO HEIGHT -   268.84  (meters)      882.0   (feet) RESET
 LB0652  ______________________________________________________________________
 LB0652  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 LB0652  VERT ORDER      -  THIRD
 LB0652
 LB0652.The horizontal coordinates were scaled from a map and have
 LB0652.an estimated accuracy of +/- 6 seconds.
 LB0652
 LB0652.The orthometric height was computed from unverified reset data.
 LB0652
 LB0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0652.GEOID18 height accuracy estimate available here.
 LB0652
 LB0652.Click photographs - Photos may exist for this station.
 LB0652
 LB0652;                    North         East    Units  Estimated Accuracy
 LB0652;SPC IN W     -   550,320.      950,280.      MT  (+/- 180 meters Scaled)
 LB0652
 LB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK431505(NAD 83)
 LB0652
 LB0652                          SUPERSEDED SURVEY CONTROL
 LB0652
 LB0652.No superseded survey control is available for this station.
 LB0652
 LB0652_MARKER: DB = BENCH MARK DISK
 LB0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0652_STAMPING: K 114 RESET 1953
 LB0652_MARK LOGO: CGS
 LB0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0652+STABILITY: SURFACE MOTION
 LB0652
 LB0652  HISTORY     - Date     Condition        Report By
 LB0652  HISTORY     - 1953     MONUMENTED       INHD
 LB0652  HISTORY     - 1954     GOOD             CGS
 LB0652
 LB0652                          STATION DESCRIPTION
 LB0652
 LB0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0652'3.1 MI N FROM MECHANICSBURG.
 LB0652'IN CLINTON COUNTY, 3.1 MILES NORTH ALONG STATE HIGHWAY 39 FROM
 LB0652'THE BANK BUILDING AT MECHANICSBURG, BOONE COUNTY, 50 YARDS
 LB0652'WEST OF THE JOHN HODGEN FARMHOUSE, JUST NORTH OF THE DRIVEWAY
 LB0652'LEADING TO THE HOUSE, 39 FEET EAST OF THE CENTERLINE OF THE
 LB0652'HIGHWAY, AND AT THE FENCE.  A STANDARD DISK, STAMPED K 114
 LB0652'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0652'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0098 ***********************************************************************
 LB0098  DESIGNATION -  K 115
 LB0098  PID         -  LB0098
 LB0098  STATE/COUNTY-  IN/CASS
 LB0098  COUNTRY     -  US
 LB0098  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0098
 LB0098                         *CURRENT SURVEY CONTROL
 LB0098  ______________________________________________________________________
 LB0098* NAD 83(1986) POSITION- 40 36 19.     (N) 086 17 53.     (W)   SCALED
 LB0098* NAVD 88 ORTHO HEIGHT -   230.401 (meters)      755.91  (feet) ADJUSTED
 LB0098  ______________________________________________________________________
 LB0098  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LB0098  DYNAMIC HEIGHT  -        230.287 (meters)      755.53  (feet) COMP
 LB0098  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 LB0098
 LB0098  VERT ORDER      -  SECOND    CLASS 0
 LB0098
 LB0098.The horizontal coordinates were scaled from a map and have
 LB0098.an estimated accuracy of +/- 6 seconds.
 LB0098
 LB0098.The orthometric height was determined by differential leveling and
 LB0098.adjusted by the NATIONAL GEODETIC SURVEY
 LB0098.in June 1991.
 LB0098
 LB0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0098.GEOID18 height accuracy estimate available here.
 LB0098
 LB0098.Click photographs - Photos may exist for this station.
 LB0098
 LB0098.The dynamic height is computed by dividing the NAVD 88
 LB0098.geopotential number by the normal gravity value computed on the
 LB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0098.degrees latitude (g = 980.6199 gals.).
 LB0098
 LB0098.The modeled gravity was interpolated from observed gravity values.
 LB0098
 LB0098;                    North         East    Units  Estimated Accuracy
 LB0098;SPC IN E     -   594,920.       46,560.      MT  (+/- 180 meters Scaled)
 LB0098
 LB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK593951(NAD 83)
 LB0098
 LB0098                          SUPERSEDED SURVEY CONTROL
 LB0098
 LB0098  NGVD 29 (??/??/92)  230.516  (m)          756.28   (f) ADJ UNCH    2 0
 LB0098
 LB0098.Superseded values are not recommended for survey control.
 LB0098
 LB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0098.See file dsdata.pdf to determine how the superseded data were derived.
 LB0098
 LB0098_MARKER: DB = BENCH MARK DISK
 LB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0098_STAMPING: K 115 1946
 LB0098_MARK LOGO: CGS
 LB0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0098+STABILITY: SURFACE MOTION
 LB0098
 LB0098  HISTORY     - Date     Condition        Report By
 LB0098  HISTORY     - 1946     MONUMENTED       CGS
 LB0098
 LB0098                          STATION DESCRIPTION
 LB0098
 LB0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0098'5 MI W FROM LINCOLN.
 LB0098'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE GRAIN ELEVATOR
 LB0098'AT LINCOLN, THENCE 0.45 MILE SOUTH ALONG A PAVED ROAD, THENCE
 LB0098'2.9 MILES WEST ALONG A GRAVEL ROAD, IN THE NORTHWEST QUARTER OF
 LB0098'A CROSS ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LB0098'ROAD, 27 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LB0098'11.5 FEET NORTHEAST OF A FENCE CORNER, 0.8 FOOT SOUTH OF A FENCE
 LB0098'LINE, 1.8 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0098'0.5 FOOT LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED K 115
 LB0098'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB0098'ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM DEER CREEK,
 LB0098'CARROLL COUNTY, BY GOING EAST FROM STATE HIGHWAY 29 ALONG A
 LB0098'GRAVEL ROAD LEADING TO LINCOLN FOR ABOUT 5.25 MILES TO A CROSS
 LB0098'ROAD AND THE SITE OF THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0326 ***********************************************************************
 LB0326  DESIGNATION -  K 116
 LB0326  PID         -  LB0326
 LB0326  STATE/COUNTY-  IN/CARROLL
 LB0326  COUNTRY     -  US
 LB0326  USGS QUAD   -  BURLINGTON (2019)
 LB0326
 LB0326                         *CURRENT SURVEY CONTROL
 LB0326  ______________________________________________________________________
 LB0326* NAD 83(1986) POSITION- 40 28 12.     (N) 086 23 34.     (W)   SCALED
 LB0326* NAVD 88 ORTHO HEIGHT -   240.798 (meters)      790.02  (feet) ADJUSTED
 LB0326  ______________________________________________________________________
 LB0326  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LB0326  DYNAMIC HEIGHT  -        240.673 (meters)      789.61  (feet) COMP
 LB0326  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 LB0326
 LB0326  VERT ORDER      -  SECOND    CLASS 0
 LB0326
 LB0326.The horizontal coordinates were scaled from a map and have
 LB0326.an estimated accuracy of +/- 6 seconds.
 LB0326
 LB0326.The orthometric height was determined by differential leveling and
 LB0326.adjusted by the NATIONAL GEODETIC SURVEY
 LB0326.in June 1991.
 LB0326
 LB0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0326.GEOID18 height accuracy estimate available here.
 LB0326
 LB0326.Click photographs - Photos may exist for this station.
 LB0326
 LB0326.The dynamic height is computed by dividing the NAVD 88
 LB0326.geopotential number by the normal gravity value computed on the
 LB0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0326.degrees latitude (g = 980.6199 gals.).
 LB0326
 LB0326.The modeled gravity was interpolated from observed gravity values.
 LB0326
 LB0326;                    North         East    Units  Estimated Accuracy
 LB0326;SPC IN W     -   579,930.      958,560.      MT  (+/- 180 meters Scaled)
 LB0326
 LB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514801(NAD 83)
 LB0326
 LB0326                          SUPERSEDED SURVEY CONTROL
 LB0326
 LB0326  NGVD 29 (??/??/92)  240.906  (m)          790.37   (f) ADJ UNCH    2 0
 LB0326
 LB0326.Superseded values are not recommended for survey control.
 LB0326
 LB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0326.See file dsdata.pdf to determine how the superseded data were derived.
 LB0326
 LB0326_MARKER: DB = BENCH MARK DISK
 LB0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0326_SP_SET: PIPE CULVERT HEADWALL
 LB0326_STAMPING: K 116 1946
 LB0326_MARK LOGO: CGS
 LB0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0326+STABILITY: SURFACE MOTION
 LB0326
 LB0326  HISTORY     - Date     Condition        Report By
 LB0326  HISTORY     - 1946     MONUMENTED       CGS
 LB0326
 LB0326                          STATION DESCRIPTION
 LB0326
 LB0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0326'0.4 MI S FROM BURLINGTON.
 LB0326'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE HIGHSCHOOL
 LB0326'BUILDING AT BURLINGTON, ABOUT 25 YARDS NORTH OF A PRIVATE CROSS
 LB0326'ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 LB0326'OF A 28-INCH CONCRETE PIPE CULVERT, 36 FEET WEST OF THE CENTERLINE
 LB0326'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB0326'DISK, STAMPED K 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0713 ***********************************************************************
 LB0713  DESIGNATION -  K 117
 LB0713  PID         -  LB0713
 LB0713  STATE/COUNTY-  IN/CARROLL
 LB0713  COUNTRY     -  US
 LB0713  USGS QUAD   -  ROSSVILLE (2019)
 LB0713
 LB0713                         *CURRENT SURVEY CONTROL
 LB0713  ______________________________________________________________________
 LB0713* NAD 83(1986) POSITION- 40 28 27.     (N) 086 31 32.     (W)   SCALED
 LB0713* NAVD 88 ORTHO HEIGHT -   226.871 (meters)      744.33  (feet) ADJUSTED
 LB0713  ______________________________________________________________________
 LB0713  GEOID HEIGHT    -        -34.155 (meters)                     GEOID18
 LB0713  DYNAMIC HEIGHT  -        226.756 (meters)      743.95  (feet) COMP
 LB0713  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 LB0713
 LB0713  VERT ORDER      -  SECOND    CLASS 0
 LB0713
 LB0713.The horizontal coordinates were scaled from a map and have
 LB0713.an estimated accuracy of +/- 6 seconds.
 LB0713
 LB0713.The orthometric height was determined by differential leveling and
 LB0713.adjusted by the NATIONAL GEODETIC SURVEY
 LB0713.in June 1991.
 LB0713
 LB0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0713.GEOID18 height accuracy estimate available here.
 LB0713
 LB0713.Click photographs - Photos may exist for this station.
 LB0713
 LB0713.The dynamic height is computed by dividing the NAVD 88
 LB0713.geopotential number by the normal gravity value computed on the
 LB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0713.degrees latitude (g = 980.6199 gals.).
 LB0713
 LB0713.The modeled gravity was interpolated from observed gravity values.
 LB0713
 LB0713;                    North         East    Units  Estimated Accuracy
 LB0713;SPC IN W     -   580,320.      947,300.      MT  (+/- 180 meters Scaled)
 LB0713
 LB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK402804(NAD 83)
 LB0713
 LB0713                          SUPERSEDED SURVEY CONTROL
 LB0713
 LB0713  NGVD 29 (??/??/92)  226.980  (m)          744.68   (f) ADJ UNCH    2 0
 LB0713
 LB0713.Superseded values are not recommended for survey control.
 LB0713
 LB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0713.See file dsdata.pdf to determine how the superseded data were derived.
 LB0713
 LB0713_MARKER: DB = BENCH MARK DISK
 LB0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0713_SP_SET: BUILDING
 LB0713_STAMPING: K 117 1946
 LB0713_MARK LOGO: CGS
 LB0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0713
 LB0713  HISTORY     - Date     Condition        Report By
 LB0713  HISTORY     - 1946     MONUMENTED       CGS
 LB0713
 LB0713                          STATION DESCRIPTION
 LB0713
 LB0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0713'AT CUTLER.
 LB0713'AT CUTLER, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER
 LB0713'OF THE CUTLER HIGHSCHOOL GYMNASIUM, 5.2 FEET SOUTH OF THE CENTER
 LB0713'OF THE GYMNAISUM ENTRANCE AND ABOUT 2.6 FEET ABOVE THE SIDEWALK.
 LB0713'A STANDARD DISK, STAMPED K 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0965 ***********************************************************************
 LB0965  DESIGNATION -  K 118
 LB0965  PID         -  LB0965
 LB0965  STATE/COUNTY-  IN/CARROLL
 LB0965  COUNTRY     -  US
 LB0965  USGS QUAD   -  FLORA (2019)
 LB0965
 LB0965                         *CURRENT SURVEY CONTROL
 LB0965  ______________________________________________________________________
 LB0965* NAD 83(1986) POSITION- 40 31 31.     (N) 086 31 48.     (W)   SCALED
 LB0965* NAVD 88 ORTHO HEIGHT -   219.698 (meters)      720.79  (feet) ADJUSTED
 LB0965  ______________________________________________________________________
 LB0965  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LB0965  DYNAMIC HEIGHT  -        219.588 (meters)      720.43  (feet) COMP
 LB0965  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LB0965
 LB0965  VERT ORDER      -  SECOND    CLASS 0
 LB0965
 LB0965.The horizontal coordinates were scaled from a map and have
 LB0965.an estimated accuracy of +/- 6 seconds.
 LB0965
 LB0965.The orthometric height was determined by differential leveling and
 LB0965.adjusted by the NATIONAL GEODETIC SURVEY
 LB0965.in June 1991.
 LB0965
 LB0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0965.GEOID18 height accuracy estimate available here.
 LB0965
 LB0965.Click photographs - Photos may exist for this station.
 LB0965
 LB0965.The dynamic height is computed by dividing the NAVD 88
 LB0965.geopotential number by the normal gravity value computed on the
 LB0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0965.degrees latitude (g = 980.6199 gals.).
 LB0965
 LB0965.The modeled gravity was interpolated from observed gravity values.
 LB0965
 LB0965;                    North         East    Units  Estimated Accuracy
 LB0965;SPC IN W     -   585,990.      946,890.      MT  (+/- 180 meters Scaled)
 LB0965
 LB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398861(NAD 83)
 LB0965
 LB0965                          SUPERSEDED SURVEY CONTROL
 LB0965
 LB0965  NGVD 29 (??/??/92)  219.807  (m)          721.15   (f) ADJ UNCH    2 0
 LB0965
 LB0965.Superseded values are not recommended for survey control.
 LB0965
 LB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0965.See file dsdata.pdf to determine how the superseded data were derived.
 LB0965
 LB0965_MARKER: DB = BENCH MARK DISK
 LB0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0965_STAMPING: K 118 1946
 LB0965_MARK LOGO: CGS
 LB0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0965+STABILITY: SURFACE MOTION
 LB0965
 LB0965  HISTORY     - Date     Condition        Report By
 LB0965  HISTORY     - 1946     MONUMENTED       CGS
 LB0965
 LB0965                          STATION DESCRIPTION
 LB0965
 LB0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0965'1.8 MI S FROM FLORA.
 LB0965'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0965'RAILROAD STATION AT FLORA, THENCE 1.5 MILE SOUTH ALONG A GRAVEL
 LB0965'ROAD LEADING TO CUTLER, AT THE INTERSECTION WITH AN EAST-WEST
 LB0965'PAVED ROAD AT THE WEST SIDE OF THE VILLAGE OF BRINGHURST, ABOUT
 LB0965'0.25 MILE WEST OF THE PENNSYLVANIA RAILROAD STATION AT BRINGHURST,
 LB0965'IN THE SOUTHWEST QUARTER OF THE INTERSECTION, 25 FEET WEST OF THE
 LB0965'CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE CENTER
 LB0965'LINE OF THE EAST-WEST ROAD, 4 FEET NORTHWEST OF A FENCE CORNER,
 LB0965'1 1/2 FOOT NORTH OF A FENCE LINE, 24 FEET EAST OF AN REA POWER
 LB0965'LINE POLE AND ABOUT 1 1/2 FEET BELOW ROAD LEVEL.  A STANDARD
 LB0965'DISK, STAMPED K 118 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0965'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0914 ***********************************************************************
 JA0914  DESIGNATION -  K 12
 JA0914  PID         -  JA0914
 JA0914  STATE/COUNTY-  IN/DAVIESS
 JA0914  COUNTRY     -  US
 JA0914  USGS QUAD   -  EPSOM (2019)
 JA0914
 JA0914                         *CURRENT SURVEY CONTROL
 JA0914  ______________________________________________________________________
 JA0914* NAD 83(1986) POSITION- 38 52 06.     (N) 087 05 43.     (W)   SCALED
 JA0914* NAVD 88 ORTHO HEIGHT -   145.360 (meters)      476.90  (feet) ADJUSTED
 JA0914  ______________________________________________________________________
 JA0914  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 JA0914  DYNAMIC HEIGHT  -        145.271 (meters)      476.61  (feet) COMP
 JA0914  MODELED GRAVITY -    980,007.5   (mgal)                       NAVD 88
 JA0914
 JA0914  VERT ORDER      -  FIRST     CLASS II
 JA0914
 JA0914.The horizontal coordinates were scaled from a map and have
 JA0914.an estimated accuracy of +/- 6 seconds.
 JA0914
 JA0914.The orthometric height was determined by differential leveling and
 JA0914.adjusted by the NATIONAL GEODETIC SURVEY
 JA0914.in June 1991.
 JA0914
 JA0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0914.GEOID18 height accuracy estimate available here.
 JA0914
 JA0914.Click photographs - Photos may exist for this station.
 JA0914
 JA0914.The dynamic height is computed by dividing the NAVD 88
 JA0914.geopotential number by the normal gravity value computed on the
 JA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0914.degrees latitude (g = 980.6199 gals.).
 JA0914
 JA0914.The modeled gravity was interpolated from observed gravity values.
 JA0914
 JA0914;                    North         East    Units  Estimated Accuracy
 JA0914;SPC IN W     -   401,880.      898,960.      MT  (+/- 180 meters Scaled)
 JA0914
 JA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ917021(NAD 83)
 JA0914
 JA0914                          SUPERSEDED SURVEY CONTROL
 JA0914
 JA0914  NGVD 29 (??/??/92)  145.495  (m)          477.34   (f) ADJ UNCH    1 2
 JA0914
 JA0914.Superseded values are not recommended for survey control.
 JA0914
 JA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0914.See file dsdata.pdf to determine how the superseded data were derived.
 JA0914
 JA0914_MARKER: DB = BENCH MARK DISK
 JA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0914_STAMPING: 477.345 K 12 1930
 JA0914_MARK LOGO: CGS
 JA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0914+STABILITY: SURFACE MOTION
 JA0914
 JA0914  HISTORY     - Date     Condition        Report By
 JA0914  HISTORY     - 1930     MONUMENTED       CGS
 JA0914  HISTORY     - 1934     GOOD             CGS
 JA0914  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0914
 JA0914                          STATION DESCRIPTION
 JA0914
 JA0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0914'0.8 MI S FROM ELNORA.
 JA0914'ABOUT 3/4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA0914'THE STATION AT ELNORA, DAVIESS COUNTY, 8 POLES SOUTH OF MILEPOST
 JA0914'62, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 10.7 FEET
 JA0914'WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED 477.345 K 12
 JA0914'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 JA0914'ABOVE GROUND.
 JA0914
 JA0914                          STATION RECOVERY (1985)
 JA0914
 JA0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0914'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0706 ***********************************************************************
 LB0706  DESIGNATION -  K 120
 LB0706  PID         -  LB0706
 LB0706  STATE/COUNTY-  IN/CARROLL
 LB0706  COUNTRY     -  US
 LB0706  USGS QUAD   -  PYRMONT (2019)
 LB0706
 LB0706                         *CURRENT SURVEY CONTROL
 LB0706  ______________________________________________________________________
 LB0706* NAD 83(1986) POSITION- 40 27 45.82   (N) 086 39 10.65   (W)   HD_HELD1
 LB0706* NAVD 88 ORTHO HEIGHT -   198.390 (meters)      650.88  (feet) ADJUSTED
 LB0706  ______________________________________________________________________
 LB0706  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 LB0706  DYNAMIC HEIGHT  -        198.290 (meters)      650.56  (feet) COMP
 LB0706  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 LB0706
 LB0706  VERT ORDER      -  SECOND    CLASS 0
 LB0706
 LB0706.The horizontal coordinates were determined by differentially corrected
 LB0706.hand held GPS observations or other comparable positioning techniques
 LB0706.and have an estimated accuracy of +/- 3 meters.
 LB0706
 LB0706.The orthometric height was determined by differential leveling and
 LB0706.adjusted by the NATIONAL GEODETIC SURVEY
 LB0706.in June 1991.
 LB0706
 LB0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0706.GEOID18 height accuracy estimate available here.
 LB0706
 LB0706.Click photographs - Photos may exist for this station.
 LB0706
 LB0706.The dynamic height is computed by dividing the NAVD 88
 LB0706.geopotential number by the normal gravity value computed on the
 LB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0706.degrees latitude (g = 980.6199 gals.).
 LB0706
 LB0706.The modeled gravity was interpolated from observed gravity values.
 LB0706
 LB0706;                    North         East    Units  Estimated Accuracy
 LB0706;SPC IN W     -   578,985.8     936,500.9     MT  (+/- 3 meters HH1 GPS) 
 LB0706
 LB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2942279175(NAD 83)
 LB0706
 LB0706                          SUPERSEDED SURVEY CONTROL
 LB0706
 LB0706  NGVD 29 (??/??/92)  198.50   (m)          651.2    (f) COMPUTED    2 0
 LB0706
 LB0706.Superseded values are not recommended for survey control.
 LB0706
 LB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0706.See file dsdata.pdf to determine how the superseded data were derived.
 LB0706
 LB0706_MARKER: DB = BENCH MARK DISK
 LB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0706_STAMPING: K 120 1946
 LB0706_MARK LOGO: CGS
 LB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0706+STABILITY: SURFACE MOTION
 LB0706
 LB0706  HISTORY     - Date     Condition        Report By
 LB0706  HISTORY     - 1946     MONUMENTED       CGS
 LB0706  HISTORY     - 20090327 GOOD             INDOT
 LB0706
 LB0706                          STATION DESCRIPTION
 LB0706
 LB0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0706'1.4 MI W FROM OWASCO.
 LB0706'ABOUT 0.15 MILE WEST ALONG A TAR ROAD FROM THE SCHOOL AT OWASCO,
 LB0706'THENCE 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 39, THENCE 1.0 MILE
 LB0706'WEST ALONG A GRAVEL ROAD LEADING VIA PRYMONT TO BUCK CREEK, AT THE
 LB0706'JOHN FENITIS FARM, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LB0706'30 FEET SOUTHWEST OF A 40-INCH WALNUT TREE, 42.5 WEST OF THE
 LB0706'CENTER LINE OF A DRIVEWAY TO THE FARM HOUSE, 9.5 FEET WEST OF A
 LB0706'GATE POST, 1.5 FEET SOUTH OF A FENCE LINE, AND ABOUT 2 FEET
 LB0706'HIGHER THAN ROAD LEVEL.  THIS MARK IS ABOUT 1.5 MILES EAST ALONG
 LB0706'A GRAVEL ROAD FROM THE SCHOOL AT PRYMONT.  A STANDARD DISK, STAMPED
 LB0706'K 120 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0706'INCHES ABOVE GROUND.
 LB0706
 LB0706                          STATION RECOVERY (2009)
 LB0706
 LB0706'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0706'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0649 ***********************************************************************
 KA0649  DESIGNATION -  K 121
 KA0649  PID         -  KA0649
 KA0649  STATE/COUNTY-  IN/PUTNAM
 KA0649  COUNTRY     -  US
 KA0649  USGS QUAD   -  CLINTON FALLS (2019)
 KA0649
 KA0649                         *CURRENT SURVEY CONTROL
 KA0649  ______________________________________________________________________
 KA0649* NAD 83(1986) POSITION- 39 38 28.     (N) 086 54 08.     (W)   SCALED
 KA0649* NAVD 88 ORTHO HEIGHT -   217.221 (meters)      712.67  (feet) ADJUSTED
 KA0649  ______________________________________________________________________
 KA0649  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 KA0649  DYNAMIC HEIGHT  -        217.098 (meters)      712.26  (feet) COMP
 KA0649  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 KA0649
 KA0649  VERT ORDER      -  FIRST     CLASS II
 KA0649
 KA0649.The horizontal coordinates were scaled from a map and have
 KA0649.an estimated accuracy of +/- 6 seconds.
 KA0649
 KA0649.The orthometric height was determined by differential leveling and
 KA0649.adjusted by the NATIONAL GEODETIC SURVEY
 KA0649.in June 1991.
 KA0649
 KA0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0649.GEOID18 height accuracy estimate available here.
 KA0649
 KA0649.Click photographs - Photos may exist for this station.
 KA0649
 KA0649.The dynamic height is computed by dividing the NAVD 88
 KA0649.geopotential number by the normal gravity value computed on the
 KA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0649.degrees latitude (g = 980.6199 gals.).
 KA0649
 KA0649.The modeled gravity was interpolated from observed gravity values.
 KA0649
 KA0649;                    North         East    Units  Estimated Accuracy
 KA0649;SPC IN W     -   487,690.      915,550.      MT  (+/- 180 meters Scaled)
 KA0649
 KA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ083879(NAD 83)
 KA0649
 KA0649                          SUPERSEDED SURVEY CONTROL
 KA0649
 KA0649  NGVD 29 (??/??/92)  217.336  (m)          713.04   (f) ADJ UNCH    1 2
 KA0649
 KA0649.Superseded values are not recommended for survey control.
 KA0649
 KA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0649.See file dsdata.pdf to determine how the superseded data were derived.
 KA0649
 KA0649_MARKER: DB = BENCH MARK DISK
 KA0649_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0649_SP_SET: CULVERT HEADWALL
 KA0649_STAMPING: K 121 1946
 KA0649_MARK LOGO: CGS
 KA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0649+STABILITY: SURFACE MOTION
 KA0649
 KA0649  HISTORY     - Date     Condition        Report By
 KA0649  HISTORY     - 1946     MONUMENTED       CGS
 KA0649  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0649
 KA0649                          STATION DESCRIPTION
 KA0649
 KA0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0649'2 MI SW FROM GREENCASTLE.
 KA0649'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 2.0 MILES SOUTHWEST
 KA0649'OF THE STATION AT GREENCASTLE, ABOUT MIDWAY BETWEEN POLES 41/05 AND
 KA0649'41/10, AT CONCRETE CULVERT 115, SET IN THE TOP OF THE SOUTHWEST END
 KA0649'OF THE SOUTHEAST HEADWALL, 13.0 FEET SOUTHEAST OF THE SOUTHEAST
 KA0649'RAIL OF THE EAST BOUND TRACK AND ABOUT 6 FEET BELOW TRACK LEVEL
 KA0649'AND 1.5 FEET FROM THE SOUTHWEST END OF THE HEADWALL.  A STANDARD
 KA0649'DISK, STAMPED K 121 1946.  NOTE-- HEADWALL IS LIKELY TO BE COVERED
 KA0649'WITH CINDERS.
 KA0649
 KA0649                          STATION RECOVERY (1985)
 KA0649
 KA0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1376 ***********************************************************************
 LB1376  DESIGNATION -  K 122
 LB1376  PID         -  LB1376
 LB1376  STATE/COUNTY-  IN/BENTON
 LB1376  COUNTRY     -  US
 LB1376  USGS QUAD   -  BOSWELL (2019)
 LB1376
 LB1376                         *CURRENT SURVEY CONTROL
 LB1376  ______________________________________________________________________
 LB1376* NAD 83(1986) POSITION- 40 37 19.     (N) 087 24 32.     (W)   SCALED
 LB1376* NAVD 88 ORTHO HEIGHT -   230.450 (meters)      756.07  (feet) ADJUSTED
 LB1376  ______________________________________________________________________
 LB1376  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 LB1376  DYNAMIC HEIGHT  -        230.340 (meters)      755.71  (feet) COMP
 LB1376  MODELED GRAVITY -    980,140.1   (mgal)                       NAVD 88
 LB1376
 LB1376  VERT ORDER      -  SECOND    CLASS 0
 LB1376
 LB1376.The horizontal coordinates were scaled from a map and have
 LB1376.an estimated accuracy of +/- 6 seconds.
 LB1376
 LB1376.The orthometric height was determined by differential leveling and
 LB1376.adjusted by the NATIONAL GEODETIC SURVEY
 LB1376.in June 1991.
 LB1376
 LB1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1376.GEOID18 height accuracy estimate available here.
 LB1376
 LB1376.Click photographs - Photos may exist for this station.
 LB1376
 LB1376.The dynamic height is computed by dividing the NAVD 88
 LB1376.geopotential number by the normal gravity value computed on the
 LB1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1376.degrees latitude (g = 980.6199 gals.).
 LB1376
 LB1376.The modeled gravity was interpolated from observed gravity values.
 LB1376
 LB1376;                    North         East    Units  Estimated Accuracy
 LB1376;SPC IN W     -   596,630.      872,450.      MT  (+/- 180 meters Scaled)
 LB1376
 LB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK654968(NAD 83)
 LB1376
 LB1376                          SUPERSEDED SURVEY CONTROL
 LB1376
 LB1376  NGVD 29 (??/??/92)  230.501  (m)          756.24   (f) ADJ UNCH    2 0
 LB1376
 LB1376.Superseded values are not recommended for survey control.
 LB1376
 LB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1376.See file dsdata.pdf to determine how the superseded data were derived.
 LB1376
 LB1376_MARKER: DB = BENCH MARK DISK
 LB1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1376_SP_SET: BRIDGE
 LB1376_STAMPING: K 122 1946
 LB1376_MARK LOGO: CGS
 LB1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1376
 LB1376  HISTORY     - Date     Condition        Report By
 LB1376  HISTORY     - 1946     MONUMENTED       CGS
 LB1376  HISTORY     - 1973     MARK NOT FOUND   USGS
 LB1376
 LB1376                          STATION DESCRIPTION
 LB1376
 LB1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1376'2.6 MI E FROM FREE.
 LB1376'ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 18 FROM THE NEW YORK
 LB1376'CENTRAL RAILROAD STATION AT FREE, SET IN THE TOP OF THE NORTHEAST
 LB1376'CONCRETE WINGWALL AT THE EAST END OF A 20-FOOT BRIDGE OVER A
 LB1376'SOUTH FORK OF MUD CREEK, 11.5 FEET NORTH OF THE CENTER LINE OF
 LB1376'THE HIGHWAY, 0.8 FOOT NORTH OF THE NORTH STEEL RAILING, AND
 LB1376'ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 LB1376'K 122 1946.  NOTE-- BRIDGE HAS BEEN CHANGED.
 LB1376
 LB1376                          STATION RECOVERY (1973)
 LB1376
 LB1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LB1376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1402 ***********************************************************************
 LB1402  DESIGNATION -  K 123
 LB1402  PID         -  LB1402
 LB1402  STATE/COUNTY-  IN/WHITE
 LB1402  COUNTRY     -  US
 LB1402  USGS QUAD   -  ROUND GROVE (2019)
 LB1402
 LB1402                         *CURRENT SURVEY CONTROL
 LB1402  ______________________________________________________________________
 LB1402* NAD 83(1986) POSITION- 40 36 22.     (N) 087 01 14.     (W)   SCALED
 LB1402* NAVD 88 ORTHO HEIGHT -   221.912 (meters)      728.06  (feet) ADJUSTED
 LB1402  ______________________________________________________________________
 LB1402  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 LB1402  DYNAMIC HEIGHT  -        221.804 (meters)      727.70  (feet) COMP
 LB1402  MODELED GRAVITY -    980,133.5   (mgal)                       NAVD 88
 LB1402
 LB1402  VERT ORDER      -  SECOND    CLASS 0
 LB1402
 LB1402.The horizontal coordinates were scaled from a map and have
 LB1402.an estimated accuracy of +/- 6 seconds.
 LB1402
 LB1402.The orthometric height was determined by differential leveling and
 LB1402.adjusted by the NATIONAL GEODETIC SURVEY
 LB1402.in June 1991.
 LB1402
 LB1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1402.GEOID18 height accuracy estimate available here.
 LB1402
 LB1402.Click photographs - Photos may exist for this station.
 LB1402
 LB1402.The dynamic height is computed by dividing the NAVD 88
 LB1402.geopotential number by the normal gravity value computed on the
 LB1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1402.degrees latitude (g = 980.6199 gals.).
 LB1402
 LB1402.The modeled gravity was interpolated from observed gravity values.
 LB1402
 LB1402;                    North         East    Units  Estimated Accuracy
 LB1402;SPC IN W     -   594,820.      905,310.      MT  (+/- 180 meters Scaled)
 LB1402
 LB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK982950(NAD 83)
 LB1402
 LB1402                          SUPERSEDED SURVEY CONTROL
 LB1402
 LB1402  NGVD 29 (??/??/92)  221.994  (m)          728.33   (f) ADJ UNCH    2 0
 LB1402
 LB1402.Superseded values are not recommended for survey control.
 LB1402
 LB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1402.See file dsdata.pdf to determine how the superseded data were derived.
 LB1402
 LB1402_MARKER: DB = BENCH MARK DISK
 LB1402_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1402_SP_SET: BOX CULVERT HEADWALL
 LB1402_STAMPING: K 123 1946
 LB1402_MARK LOGO: CGS
 LB1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1402+STABILITY: SURFACE MOTION
 LB1402
 LB1402  HISTORY     - Date     Condition        Report By
 LB1402  HISTORY     - 1946     MONUMENTED       CGS
 LB1402
 LB1402                          STATION DESCRIPTION
 LB1402
 LB1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1402'8.3 MI W FROM BROOKSTON.
 LB1402'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1402'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1402'0.5 MILE EAST OF THE INTERSECTION WITH STATE HIGHWAY 53, SET IN
 LB1402'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 12-FOOT
 LB1402'CONCRETE BOX CULVERT SLANTING DIAGONALLY UNDER THE HIGHWAY FROM
 LB1402'SOUTHEAST TO NORTHWEST, 17.5 FEET SOUTH OF THE CENTER LINE OF
 LB1402'THE HIGHWAY, 3 FEET WEST OF THE EAST END OF THE CULVERT HEADWALL
 LB1402'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 123
 LB1402'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1320 ***********************************************************************
 LB1320  DESIGNATION -  K 124
 LB1320  PID         -  LB1320
 LB1320  STATE/COUNTY-  IN/BENTON
 LB1320  COUNTRY     -  US
 LB1320  USGS QUAD   -  TEMPLETON (2019)
 LB1320
 LB1320                         *CURRENT SURVEY CONTROL
 LB1320  ______________________________________________________________________
 LB1320* NAD 83(1986) POSITION- 40 33 26.     (N) 087 14 48.     (W)   SCALED
 LB1320* NAVD 88 ORTHO HEIGHT -   238.007 (meters)      780.86  (feet) ADJUSTED
 LB1320  ______________________________________________________________________
 LB1320  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 LB1320  DYNAMIC HEIGHT  -        237.889 (meters)      780.47  (feet) COMP
 LB1320  MODELED GRAVITY -    980,126.3   (mgal)                       NAVD 88
 LB1320
 LB1320  VERT ORDER      -  SECOND    CLASS 0
 LB1320
 LB1320.The horizontal coordinates were scaled from a map and have
 LB1320.an estimated accuracy of +/- 6 seconds.
 LB1320
 LB1320.The orthometric height was determined by differential leveling and
 LB1320.adjusted by the NATIONAL GEODETIC SURVEY
 LB1320.in June 1991.
 LB1320
 LB1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1320.GEOID18 height accuracy estimate available here.
 LB1320
 LB1320.Click photographs - Photos may exist for this station.
 LB1320
 LB1320.The dynamic height is computed by dividing the NAVD 88
 LB1320.geopotential number by the normal gravity value computed on the
 LB1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1320.degrees latitude (g = 980.6199 gals.).
 LB1320
 LB1320.The modeled gravity was interpolated from observed gravity values.
 LB1320
 LB1320;                    North         East    Units  Estimated Accuracy
 LB1320;SPC IN W     -   589,400.      886,170.      MT  (+/- 180 meters Scaled)
 LB1320
 LB1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791896(NAD 83)
 LB1320
 LB1320                          SUPERSEDED SURVEY CONTROL
 LB1320
 LB1320  NGVD 29 (??/??/92)  238.067  (m)          781.06   (f) ADJ UNCH    2 0
 LB1320
 LB1320.Superseded values are not recommended for survey control.
 LB1320
 LB1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1320.See file dsdata.pdf to determine how the superseded data were derived.
 LB1320
 LB1320_MARKER: DB = BENCH MARK DISK
 LB1320_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1320_SP_SET: BOX CULVERT HEADWALL
 LB1320_STAMPING: K 124 1946
 LB1320_MARK LOGO: CGS
 LB1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1320+STABILITY: SURFACE MOTION
 LB1320
 LB1320  HISTORY     - Date     Condition        Report By
 LB1320  HISTORY     - 1946     MONUMENTED       CGS
 LB1320
 LB1320                          STATION DESCRIPTION
 LB1320
 LB1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1320'2.7 MI N FROM OXFORD.
 LB1320'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE NEW YORK,
 LB1320'CHICAGO AND ST. LOUIS RAILROAD STATION AT OXFORD, ABOUT 0.45 MILE
 LB1320'SOUTH OF THE JUNCTION WITH U.S. HIGHWAY 52, SET IN THE NORTH END
 LB1320'OF THE WEST HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT, 11.5
 LB1320'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF
 LB1320'THE WEST RIGHT-OF-WAY FENCE LINE, 0.5 FOOT NORTH OF THE STEEL
 LB1320'GUARD RAILING, 21 FEET NORTHEAST OF TELEPHONE POLE NUMBER 914,
 LB1320'AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY.  A STANDARD DISK,
 LB1320'STAMPED K 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1469 ***********************************************************************
 LB1469  DESIGNATION -  K 125
 LB1469  PID         -  LB1469
 LB1469  STATE/COUNTY-  IN/WHITE
 LB1469  COUNTRY     -  US
 LB1469  USGS QUAD   -  ROUND GROVE (2019)
 LB1469
 LB1469                         *CURRENT SURVEY CONTROL
 LB1469  ______________________________________________________________________
 LB1469* NAD 83(1986) POSITION- 40 37 14.     (N) 087 00 09.     (W)   SCALED
 LB1469* NAVD 88 ORTHO HEIGHT -   223.149 (meters)      732.11  (feet) ADJUSTED
 LB1469  ______________________________________________________________________
 LB1469  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 LB1469  DYNAMIC HEIGHT  -        223.041 (meters)      731.76  (feet) COMP
 LB1469  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 LB1469
 LB1469  VERT ORDER      -  SECOND    CLASS 0
 LB1469
 LB1469.The horizontal coordinates were scaled from a map and have
 LB1469.an estimated accuracy of +/- 6 seconds.
 LB1469
 LB1469.The orthometric height was determined by differential leveling and
 LB1469.adjusted by the NATIONAL GEODETIC SURVEY
 LB1469.in June 1991.
 LB1469
 LB1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1469.GEOID18 height accuracy estimate available here.
 LB1469
 LB1469.Click photographs - Photos may exist for this station.
 LB1469
 LB1469.The dynamic height is computed by dividing the NAVD 88
 LB1469.geopotential number by the normal gravity value computed on the
 LB1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1469.degrees latitude (g = 980.6199 gals.).
 LB1469
 LB1469.The modeled gravity was interpolated from observed gravity values.
 LB1469
 LB1469;                    North         East    Units  Estimated Accuracy
 LB1469;SPC IN W     -   596,430.      906,840.      MT  (+/- 180 meters Scaled)
 LB1469
 LB1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK997966(NAD 83)
 LB1469
 LB1469                          SUPERSEDED SURVEY CONTROL
 LB1469
 LB1469  NGVD 29 (??/??/92)  223.233  (m)          732.39   (f) ADJ UNCH    2 0
 LB1469
 LB1469.Superseded values are not recommended for survey control.
 LB1469
 LB1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1469.See file dsdata.pdf to determine how the superseded data were derived.
 LB1469
 LB1469_MARKER: DB = BENCH MARK DISK
 LB1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1469_STAMPING: K 125 1946
 LB1469_MARK LOGO: CGS
 LB1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1469+STABILITY: SURFACE MOTION
 LB1469
 LB1469  HISTORY     - Date     Condition        Report By
 LB1469  HISTORY     - 1946     MONUMENTED       CGS
 LB1469
 LB1469                          STATION DESCRIPTION
 LB1469
 LB1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1469'11.4 MI SE FROM WOLCOTT.
 LB1469'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1469'STATION AT WOLCOTT, THENCE 9.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB1469'IN THE NORTHWEST QUARTER OF AN INTERSECTION WITH AN EAST-WEST
 LB1469'GRAVEL ROAD, 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB1469'2-STORY WHITE FARM HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 LB1469'NORTH-SOUTH ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE
 LB1469'EAST-WEST ROAD, 4 1/2 FEET WEST OF REA POWER LINE POLE NUMBER
 LB1469'73/AA3, 9 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE, 4 FEET
 LB1469'WEST OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A WHITE WOODEN
 LB1469'WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE INTERSECTION.
 LB1469'STAMPED K 125 1946.  THIS MARK MAY BE REACHED FROM THE CHICAGO,
 LB1469'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON BY
 LB1469'GOING 7.3 MILES WEST ALONG STATE HIGHWAY 18 THENCE 1.0 MILE
 LB1469'NORTH ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1058 ***********************************************************************
 LB1058  DESIGNATION -  K 126
 LB1058  PID         -  LB1058
 LB1058  STATE/COUNTY-  IN/WHITE
 LB1058  COUNTRY     -  US
 LB1058  USGS QUAD   -  BUFFALO (2019)
 LB1058
 LB1058                         *CURRENT SURVEY CONTROL
 LB1058  ______________________________________________________________________
 LB1058* NAD 83(1986) POSITION- 40 53 00.     (N) 086 44 19.     (W)   SCALED
 LB1058* NAVD 88 ORTHO HEIGHT -   205.036 (meters)      672.69  (feet) ADJUSTED
 LB1058  ______________________________________________________________________
 LB1058  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 LB1058  DYNAMIC HEIGHT  -        204.944 (meters)      672.39  (feet) COMP
 LB1058  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 LB1058
 LB1058  VERT ORDER      -  SECOND    CLASS 0
 LB1058
 LB1058.The horizontal coordinates were scaled from a map and have
 LB1058.an estimated accuracy of +/- 6 seconds.
 LB1058
 LB1058.The orthometric height was determined by differential leveling and
 LB1058.adjusted by the NATIONAL GEODETIC SURVEY
 LB1058.in June 1991.
 LB1058
 LB1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1058.GEOID18 height accuracy estimate available here.
 LB1058
 LB1058.Click photographs - Photos may exist for this station.
 LB1058
 LB1058.The dynamic height is computed by dividing the NAVD 88
 LB1058.geopotential number by the normal gravity value computed on the
 LB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1058.degrees latitude (g = 980.6199 gals.).
 LB1058
 LB1058.The modeled gravity was interpolated from observed gravity values.
 LB1058
 LB1058;                    North         East    Units  Estimated Accuracy
 LB1058;SPC IN W     -   625,660.      929,050.      MT  (+/- 180 meters Scaled)
 LB1058
 LB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220258(NAD 83)
 LB1058
 LB1058                          SUPERSEDED SURVEY CONTROL
 LB1058
 LB1058  NGVD 29 (??/??/92)  205.138  (m)          673.02   (f) ADJ UNCH    2 0
 LB1058
 LB1058.Superseded values are not recommended for survey control.
 LB1058
 LB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1058.See file dsdata.pdf to determine how the superseded data were derived.
 LB1058
 LB1058_MARKER: DB = BENCH MARK DISK
 LB1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1058_STAMPING: K 126 1946
 LB1058_MARK LOGO: CGS
 LB1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1058+STABILITY: SURFACE MOTION
 LB1058
 LB1058  HISTORY     - Date     Condition        Report By
 LB1058  HISTORY     - 1946     MONUMENTED       CGS
 LB1058
 LB1058                          STATION DESCRIPTION
 LB1058
 LB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1058'0.6 MI E FROM BUFFALO.
 LB1058'AT BUFFALO, ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 16 FROM
 LB1058'THE SCHOOL BUILDING, 0.1 MILE WEST OF THE JUNCTION WITH A GRAVEL
 LB1058'ROAD LEADING SOUTH AT THE EAST TOWN LIMITS, 35 FEET SOUTH OF THE
 LB1058'CENTER LINE OF HIGHWAY, 3 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 LB1058'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET ABOVE HIGHWAY
 LB1058'LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LB1058'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0937 ***********************************************************************
 LB0937  DESIGNATION -  K 127
 LB0937  PID         -  LB0937
 LB0937  STATE/COUNTY-  IN/WHITE
 LB0937  COUNTRY     -  US
 LB0937  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0937
 LB0937                         *CURRENT SURVEY CONTROL
 LB0937  ______________________________________________________________________
 LB0937* NAD 83(1986) POSITION- 40 47 06.     (N) 086 36 02.     (W)   SCALED
 LB0937* NAVD 88 ORTHO HEIGHT -   219.887 (meters)      721.41  (feet) ADJUSTED
 LB0937  ______________________________________________________________________
 LB0937  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 LB0937  DYNAMIC HEIGHT  -        219.786 (meters)      721.08  (feet) COMP
 LB0937  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 LB0937
 LB0937  VERT ORDER      -  SECOND    CLASS 0
 LB0937
 LB0937.The horizontal coordinates were scaled from a map and have
 LB0937.an estimated accuracy of +/- 6 seconds.
 LB0937
 LB0937.The orthometric height was determined by differential leveling and
 LB0937.adjusted by the NATIONAL GEODETIC SURVEY
 LB0937.in June 1991.
 LB0937
 LB0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0937.GEOID18 height accuracy estimate available here.
 LB0937
 LB0937.Click photographs - Photos may exist for this station.
 LB0937
 LB0937.The dynamic height is computed by dividing the NAVD 88
 LB0937.geopotential number by the normal gravity value computed on the
 LB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0937.degrees latitude (g = 980.6199 gals.).
 LB0937
 LB0937.The modeled gravity was interpolated from observed gravity values.
 LB0937
 LB0937;                    North         East    Units  Estimated Accuracy
 LB0937;SPC IN W     -   614,800.      940,750.      MT  (+/- 180 meters Scaled)
 LB0937
 LB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337149(NAD 83)
 LB0937
 LB0937                          SUPERSEDED SURVEY CONTROL
 LB0937
 LB0937  NGVD 29 (??/??/92)  219.995  (m)          721.77   (f) ADJ UNCH    2 0
 LB0937
 LB0937.Superseded values are not recommended for survey control.
 LB0937
 LB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0937.See file dsdata.pdf to determine how the superseded data were derived.
 LB0937
 LB0937_MARKER: DB = BENCH MARK DISK
 LB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0937_STAMPING: K 127 1946
 LB0937_MARK LOGO: CGS
 LB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0937+STABILITY: SURFACE MOTION
 LB0937
 LB0937  HISTORY     - Date     Condition        Report By
 LB0937  HISTORY     - 1946     MONUMENTED       CGS
 LB0937
 LB0937                          STATION DESCRIPTION
 LB0937
 LB0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0937'1.9 MI N FROM BURNETTSVILLE.
 LB0937'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0937'RAILROAD STATION AT BURNETTSVILLE, THENCE 1.7 MILE NORTH ALONG A
 LB0937'GRAVEL ROAD, ABOUT 30 YARDS NORTHEAST OF THE NORTHEAST CORNER OF AN
 LB0937'IMITATION BRICK FARM HOUSE, AT THE SOUTHEAST CORNER OF A BARN YARD,
 LB0937'67 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN, 24 FEET WEST
 LB0937'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF A 24-INCH CATALPA
 LB0937'TREE, 3 FEET WEST OF THE BARN YARD FENCE CORNER, ABOUT 1 FOOT
 LB0937'ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0937'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0655 ***********************************************************************
 ME0655  DESIGNATION -  K 128
 ME0655  PID         -  ME0655
 ME0655  STATE/COUNTY-  IN/PULASKI
 ME0655  COUNTRY     -  US
 ME0655  USGS QUAD   -  RIPLEY (2019)
 ME0655
 ME0655                         *CURRENT SURVEY CONTROL
 ME0655  ______________________________________________________________________
 ME0655* NAD 83(1986) POSITION- 41 01 34.     (N) 086 43 08.     (W)   SCALED
 ME0655* NAVD 88 ORTHO HEIGHT -   213.248 (meters)      699.63  (feet) ADJUSTED
 ME0655  ______________________________________________________________________
 ME0655  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 ME0655  DYNAMIC HEIGHT  -        213.156 (meters)      699.33  (feet) COMP
 ME0655  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 ME0655
 ME0655  VERT ORDER      -  SECOND    CLASS 0
 ME0655
 ME0655.The horizontal coordinates were scaled from a map and have
 ME0655.an estimated accuracy of +/- 6 seconds.
 ME0655
 ME0655.The orthometric height was determined by differential leveling and
 ME0655.adjusted by the NATIONAL GEODETIC SURVEY
 ME0655.in June 1991.
 ME0655
 ME0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0655.GEOID18 height accuracy estimate available here.
 ME0655
 ME0655.Click photographs - Photos may exist for this station.
 ME0655
 ME0655.The dynamic height is computed by dividing the NAVD 88
 ME0655.geopotential number by the normal gravity value computed on the
 ME0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0655.degrees latitude (g = 980.6199 gals.).
 ME0655
 ME0655.The modeled gravity was interpolated from observed gravity values.
 ME0655
 ME0655;                    North         East    Units  Estimated Accuracy
 ME0655;SPC IN W     -   641,520.      930,650.      MT  (+/- 180 meters Scaled)
 ME0655
 ME0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236416(NAD 83)
 ME0655
 ME0655                          SUPERSEDED SURVEY CONTROL
 ME0655
 ME0655  NGVD 29 (??/??/92)  213.366  (m)          700.02   (f) ADJ UNCH    2 0
 ME0655
 ME0655.Superseded values are not recommended for survey control.
 ME0655
 ME0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0655.See file dsdata.pdf to determine how the superseded data were derived.
 ME0655
 ME0655_MARKER: DB = BENCH MARK DISK
 ME0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0655_STAMPING: K 128 1946
 ME0655_MARK LOGO: CGS
 ME0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0655+STABILITY: SURFACE MOTION
 ME0655
 ME0655  HISTORY     - Date     Condition        Report By
 ME0655  HISTORY     - 1946     MONUMENTED       CGS
 ME0655
 ME0655                          STATION DESCRIPTION
 ME0655
 ME0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0655'6.5 MI NW FROM PULASKI.
 ME0655'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL AT
 ME0655'PULASKI THENCE 3.5 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 ME0655'SOUTHWEST QUARTER OF AN INTERSECTION WITH AN EAST-WEST PAVED
 ME0655'ROAD, 55 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 21
 ME0655'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 32 FEET SOUTH OF
 ME0655'A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE
 ME0655'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0655'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1142 ***********************************************************************
 LB1142  DESIGNATION -  K 129
 LB1142  PID         -  LB1142
 LB1142  STATE/COUNTY-  IN/PULASKI
 LB1142  COUNTRY     -  US
 LB1142  USGS QUAD   -  MONON NE (2019)
 LB1142
 LB1142                         *CURRENT SURVEY CONTROL
 LB1142  ______________________________________________________________________
 LB1142* NAD 83(1986) POSITION- 40 59 06.     (N) 086 48 47.     (W)   SCALED
 LB1142* NAVD 88 ORTHO HEIGHT -   212.320 (meters)      696.59  (feet) ADJUSTED
 LB1142  ______________________________________________________________________
 LB1142  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 LB1142  DYNAMIC HEIGHT  -        212.227 (meters)      696.28  (feet) COMP
 LB1142  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 LB1142
 LB1142  VERT ORDER      -  SECOND    CLASS 0
 LB1142
 LB1142.The horizontal coordinates were scaled from a map and have
 LB1142.an estimated accuracy of +/- 6 seconds.
 LB1142
 LB1142.The orthometric height was determined by differential leveling and
 LB1142.adjusted by the NATIONAL GEODETIC SURVEY
 LB1142.in June 1991.
 LB1142
 LB1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1142.GEOID18 height accuracy estimate available here.
 LB1142
 LB1142.Click photographs - Photos may exist for this station.
 LB1142
 LB1142.The dynamic height is computed by dividing the NAVD 88
 LB1142.geopotential number by the normal gravity value computed on the
 LB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1142.degrees latitude (g = 980.6199 gals.).
 LB1142
 LB1142.The modeled gravity was interpolated from observed gravity values.
 LB1142
 LB1142;                    North         East    Units  Estimated Accuracy
 LB1142;SPC IN W     -   636,930.      922,740.      MT  (+/- 180 meters Scaled)
 LB1142
 LB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL157371(NAD 83)
 LB1142
 LB1142                          SUPERSEDED SURVEY CONTROL
 LB1142
 LB1142  NGVD 29 (??/??/92)  212.419  (m)          696.91   (f) ADJ UNCH    2 0
 LB1142
 LB1142.Superseded values are not recommended for survey control.
 LB1142
 LB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1142.See file dsdata.pdf to determine how the superseded data were derived.
 LB1142
 LB1142_MARKER: DB = BENCH MARK DISK
 LB1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1142_STAMPING: K 129 1946
 LB1142_MARK LOGO: CGS
 LB1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1142+STABILITY: SURFACE MOTION
 LB1142
 LB1142  HISTORY     - Date     Condition        Report By
 LB1142  HISTORY     - 1946     MONUMENTED       CGS
 LB1142  HISTORY     - 1989     POOR             USPSQD
 LB1142
 LB1142                          STATION DESCRIPTION
 LB1142
 LB1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1142'3.6 MI E FROM FRANCESVILLE.
 LB1142'ABOUT 3.6 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1142'FRANCESVILLE, ABOUT 100 YARDS EAST OF THE INTERSECTION WITH A
 LB1142'NORTH-SOUTH GRAVEL ROAD, ABOUT 175 FEET NORTHWEST OF A WINDMILL,
 LB1142'114 FEET WEST OF AN REA POWER POLE NEAR A T FENCE CORNER, 22 FEET
 LB1142'SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF THE CENTER
 LB1142'LINE OF A GATE LEADING INTO A PASTURE, 5 FEET EAST OF THE EAST
 LB1142'GATE POST, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 LB1142'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LB1142'INCHES.
 LB1142
 LB1142                          STATION RECOVERY (1989)
 LB1142
 LB1142'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1142'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0390 ***********************************************************************
 KA0390  DESIGNATION -  K 13
 KA0390  PID         -  KA0390
 KA0390  STATE/COUNTY-  IN/OWEN
 KA0390  COUNTRY     -  US
 KA0390  USGS QUAD   -  GOSPORT (2019)
 KA0390
 KA0390                         *CURRENT SURVEY CONTROL
 KA0390  ______________________________________________________________________
 KA0390* NAD 83(1986) POSITION- 39 21 43.     (N) 086 39 30.     (W)   SCALED
 KA0390* NAVD 88 ORTHO HEIGHT -   173.609 (meters)      569.58  (feet) ADJUSTED
 KA0390  ______________________________________________________________________
 KA0390  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 KA0390  DYNAMIC HEIGHT  -        173.508 (meters)      569.25  (feet) COMP
 KA0390  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 KA0390
 KA0390  VERT ORDER      -  FIRST     CLASS II
 KA0390
 KA0390.The horizontal coordinates were scaled from a map and have
 KA0390.an estimated accuracy of +/- 6 seconds.
 KA0390
 KA0390.The orthometric height was determined by differential leveling and
 KA0390.adjusted by the NATIONAL GEODETIC SURVEY
 KA0390.in June 1991.
 KA0390
 KA0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0390.GEOID18 height accuracy estimate available here.
 KA0390
 KA0390.Click photographs - Photos may exist for this station.
 KA0390
 KA0390.The dynamic height is computed by dividing the NAVD 88
 KA0390.geopotential number by the normal gravity value computed on the
 KA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0390.degrees latitude (g = 980.6199 gals.).
 KA0390
 KA0390.The modeled gravity was interpolated from observed gravity values.
 KA0390
 KA0390;                    North         East    Units  Estimated Accuracy
 KA0390;SPC IN W     -   456,760.      936,630.      MT  (+/- 180 meters Scaled)
 KA0390
 KA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ294569(NAD 83)
 KA0390
 KA0390                          SUPERSEDED SURVEY CONTROL
 KA0390
 KA0390  NGVD 29 (??/??/92)  173.737  (m)          570.00   (f) ADJ UNCH    1 2
 KA0390
 KA0390.Superseded values are not recommended for survey control.
 KA0390
 KA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0390.See file dsdata.pdf to determine how the superseded data were derived.
 KA0390
 KA0390_MARKER: DB = BENCH MARK DISK
 KA0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0390_STAMPING: 570.002 K 13 1930
 KA0390_MARK LOGO: CGS
 KA0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0390+STABILITY: SURFACE MOTION
 KA0390
 KA0390  HISTORY     - Date     Condition        Report By
 KA0390  HISTORY     - 1930     MONUMENTED       CGS
 KA0390  HISTORY     - 1946     GOOD             CGS
 KA0390
 KA0390                          STATION DESCRIPTION
 KA0390
 KA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0390'0.9 MI E FROM GOSPORT.
 KA0390'0.9 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM GOSPORT, OWEN
 KA0390'COUNTY, ABOUT 800 FEET NORTHEAST OF THE CHICAGO, INDIANAPOLIS AND
 KA0390'LOUISVILLE RAILWAY CROSSING, ABOUT 650 FEET NORTHEAST OF THE
 KA0390'OVERHEAD CROSSING OF STATE HIGHWAY 67, INSIDE THE WYE, 61 FEET
 KA0390'SOUTHWEST OF MILEPOST 44, 40 FEET SOUTH OF A SMALL RAILROAD
 KA0390'BUILDING, AND 48.4 FEET WEST OF THE WET RAIL OF THE MAIN TRACK.
 KA0390'A STANDARD DISK, STAMPED 570.002 K 13 1930 AND SET IN THE TOP
 KA0390'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 KA0390'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD IS NOW THE MONON
 KA0390'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0717 ***********************************************************************
 ME0717  DESIGNATION -  K 130
 ME0717  PID         -  ME0717
 ME0717  STATE/COUNTY-  IN/PULASKI
 ME0717  COUNTRY     -  US
 ME0717  USGS QUAD   -  RIPLEY (2019)
 ME0717
 ME0717                         *CURRENT SURVEY CONTROL
 ME0717  ______________________________________________________________________
 ME0717* NAD 83(1986) POSITION- 41 05 04.     (N) 086 41 56.     (W)   SCALED
 ME0717* NAVD 88 ORTHO HEIGHT -   212.379 (meters)      696.78  (feet) ADJUSTED
 ME0717  ______________________________________________________________________
 ME0717  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0717  DYNAMIC HEIGHT  -        212.289 (meters)      696.48  (feet) COMP
 ME0717  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 ME0717
 ME0717  VERT ORDER      -  SECOND    CLASS 0
 ME0717
 ME0717.The horizontal coordinates were scaled from a map and have
 ME0717.an estimated accuracy of +/- 6 seconds.
 ME0717
 ME0717.The orthometric height was determined by differential leveling and
 ME0717.adjusted by the NATIONAL GEODETIC SURVEY
 ME0717.in June 1991.
 ME0717
 ME0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0717.GEOID18 height accuracy estimate available here.
 ME0717
 ME0717.Click photographs - Photos may exist for this station.
 ME0717
 ME0717.The dynamic height is computed by dividing the NAVD 88
 ME0717.geopotential number by the normal gravity value computed on the
 ME0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0717.degrees latitude (g = 980.6199 gals.).
 ME0717
 ME0717.The modeled gravity was interpolated from observed gravity values.
 ME0717
 ME0717;                    North         East    Units  Estimated Accuracy
 ME0717;SPC IN W     -   648,010.      932,300.      MT  (+/- 180 meters Scaled)
 ME0717
 ME0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252481(NAD 83)
 ME0717
 ME0717                          SUPERSEDED SURVEY CONTROL
 ME0717
 ME0717  NGVD 29 (??/??/92)  212.495  (m)          697.16   (f) ADJ UNCH    2 0
 ME0717
 ME0717.Superseded values are not recommended for survey control.
 ME0717
 ME0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0717.See file dsdata.pdf to determine how the superseded data were derived.
 ME0717
 ME0717_MARKER: DB = BENCH MARK DISK
 ME0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0717_STAMPING: K 130 1946
 ME0717_MARK LOGO: CGS
 ME0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0717+STABILITY: SURFACE MOTION
 ME0717
 ME0717  HISTORY     - Date     Condition        Report By
 ME0717  HISTORY     - 1946     MONUMENTED       CGS
 ME0717  HISTORY     - 1969     GOOD             CGS
 ME0717  HISTORY     - 1989     GOOD             USPSQD
 ME0717
 ME0717                          STATION DESCRIPTION
 ME0717
 ME0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0717'7.4 MI NW FROM WINAMAC.
 ME0717'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0717'HOUSE AT WINAMAC, THENCE 5.0 MILES WEST ALONG A GRAVEL ROAD,
 ME0717'IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH DIRT ROAD INTERSECTION,
 ME0717'60 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22
 ME0717'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 68 FEET
 ME0717'SOUTHEAST AND ACROSS THE EAST-WEST ROAD FROM THE SOUTHEAST
 ME0717'CORNER OF A 20-FOOT BRIDGE OVER BOUSLOG DITCH, 12 FEET WEST OF A
 ME0717'TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 ME0717'1 FOOT NORTH OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN THE ROAD
 ME0717'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0717'6 INCHES.
 ME0717
 ME0717                          STATION RECOVERY (1969)
 ME0717
 ME0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0717'RECOVERED IN GOOD CONDITION.
 ME0717
 ME0717                          STATION RECOVERY (1989)
 ME0717
 ME0717'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDF)
 ME0717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0659 ***********************************************************************
 ME0659  DESIGNATION -  K 131
 ME0659  PID         -  ME0659
 ME0659  STATE/COUNTY-  IN/PULASKI
 ME0659  COUNTRY     -  US
 ME0659  USGS QUAD   -  RIPLEY (2019)
 ME0659
 ME0659                         *CURRENT SURVEY CONTROL
 ME0659  ______________________________________________________________________
 ME0659* NAD 83(2011) POSITION- 41 05 58.63462(N) 086 43 04.68090(W)   ADJUSTED
 ME0659* NAD 83(2011) ELLIP HT-   178.106 (meters)        (10/27/23)   ADJUSTED
 ME0659* NAD 83(2011) EPOCH   -  2010.00
 ME0659* NAVD 88 ORTHO HEIGHT -   211.848 (meters)      695.04  (feet) ADJUSTED
 ME0659  ______________________________________________________________________
 ME0659  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 ME0659  NAD 83(2011) X  -    275,575.203 (meters)                     COMP
 ME0659  NAD 83(2011) Y  - -4,805,564.806 (meters)                     COMP
 ME0659  NAD 83(2011) Z  -  4,170,883.597 (meters)                     COMP
 ME0659  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 ME0659  DYNAMIC HEIGHT  -        211.757 (meters)      694.74  (feet) COMP
 ME0659  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 ME0659
 ME0659  VERT ORDER      -  SECOND    CLASS 0
 ME0659
 ME0659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0659  Standards:
 ME0659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0659  -------------------------------------------------------------------
 ME0659  NETWORK    0.33   1.67           0.14   0.13   0.85     -0.02148266
 ME0659  -------------------------------------------------------------------
 ME0659  Click here for local accuracies and other accuracy information.
 ME0659
 ME0659.The horizontal coordinates were established by GPS observations
 ME0659.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME0659
 ME0659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0659.been affixed to the stable North American tectonic plate. See 
 ME0659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0659
 ME0659.The horizontal coordinates are valid at the epoch date displayed above
 ME0659.which is a decimal equivalence of Year/Month/Day.
 ME0659
 ME0659.The orthometric height was determined by differential leveling and
 ME0659.adjusted by the NATIONAL GEODETIC SURVEY
 ME0659.in June 1991.
 ME0659
 ME0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0659.GEOID18 height accuracy estimate available here.
 ME0659
 ME0659.Click photographs - Photos may exist for this station.
 ME0659
 ME0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0659
 ME0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0659
 ME0659.The ellipsoidal height was determined by GPS observations
 ME0659.and is referenced to NAD 83.
 ME0659
 ME0659.The dynamic height is computed by dividing the NAVD 88
 ME0659.geopotential number by the normal gravity value computed on the
 ME0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0659.degrees latitude (g = 980.6199 gals.).
 ME0659
 ME0659.The modeled gravity was interpolated from observed gravity values.
 ME0659
 ME0659. The following values were computed from the NAD 83(2011) position.
 ME0659
 ME0659;                    North         East     Units Scale Factor Converg.
 ME0659;SPC IN W     -   649,685.526   930,692.846   MT  0.99997826   +0 14 24.7
 ME0659;SPC IN W     - 2,131,509.93  3,053,448.11   sFT  0.99997826   +0 14 24.7
 ME0659;UTM  16      - 4,549,854.322   523,683.678   MT  0.99960690   +0 11 07.4
 ME0659
 ME0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0659!SPC IN W     -   0.99997206  x   0.99997826  =   0.99995032
 ME0659!UTM  16      -   0.99997206  x   0.99960690  =   0.99957897
 ME0659
 ME0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2368349854(NAD 83)
 ME0659
 ME0659                          SUPERSEDED SURVEY CONTROL
 ME0659
 ME0659  NGVD 29 (??/??/92)  211.961  (m)          695.41   (f) ADJ UNCH    2 0
 ME0659
 ME0659.Superseded values are not recommended for survey control.
 ME0659
 ME0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0659.See file dsdata.pdf to determine how the superseded data were derived.
 ME0659
 ME0659_MARKER: DB = BENCH MARK DISK
 ME0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0659_STAMPING: K 131 1946
 ME0659_MARK LOGO: CGS
 ME0659_PROJECTION: FLUSH
 ME0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0659+STABILITY: SURFACE MOTION
 ME0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0659+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 ME0659
 ME0659  HISTORY     - Date     Condition        Report By
 ME0659  HISTORY     - 1946     MONUMENTED       CGS
 ME0659  HISTORY     - 20210331 GOOD             INDOT
 ME0659
 ME0659                          STATION DESCRIPTION
 ME0659
 ME0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0659'4 MI S FROM DENHAM.
 ME0659'ABOUT 3.95 MILES SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0659'AT DENHAM, AT THE INTERSECTION WITH AN EAST-WEST ROAD, 65 FEET
 ME0659'NORTHEAST AND ACROSS THE NORTH-SOUTH ROAD FROM THE NORTHEAST
 ME0659'CORNER OF A BRIDGE OVER A DRAINAGE DITCH, 50 FEET NORTH OF THE
 ME0659'CENTER LINE OF THE EAST-WEST ROAD, 16 FEET EAST OF THE CENTER
 ME0659'LINE OF THE NORTH-SOUTH ROAD, 16.5 FEET NORTH OF A TELEPHONE
 ME0659'POLE, 1 FOOT EAST OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 ME0659'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0659'ABOUT 4 INCHES.
 ME0659
 ME0659                          STATION RECOVERY (2021)
 ME0659
 ME0659'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (CAM)
 ME0659'THE STATION IS LOCATED ABOUT 6.8 MI (11.0 KM) WEST-NORTHWEST OF
 ME0659'WINAMAC, 3.6 MI (5.8 KM) SOUTH OF DENHAM AND 3.0 MI (4.8 KM) WEST OF
 ME0659'RIPLEY.
 ME0659'
 ME0659'TO REACH FROM THE INTERSECTION OF STATE ROAD 39 AND STATE ROAD 14,
 ME0659'TRAVEL NORTH ON STATE ROAD 39 FOR 3 MI (4.8 KM) TO COUNTY ROAD 300
 ME0659'NORTH.  TURN RIGHT (EAST) AND TRAVEL 3 MI (4.8 KM) TO COUNTY ROAD 600
 ME0659'WEST, WITH THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE
 ME0659'INTERSECTION.
 ME0659'
 ME0659'THE MONUMENT IS LOCATED 16 FT (4.9 M) EAST OF THE COUNTY ROAD 600 WEST
 ME0659'CENTERLINE, 38.35 FT (11.7 M) NORTH OF POWER POLE NO. 23598, AND 2.65
 ME0659'FT WEST-SOUTHWEST OF A POWER POLE ANCHOR.  NOTE-- THE FENCE LINE FROM
 ME0659'THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0039 ***********************************************************************
 LB0039  DESIGNATION -  K 132
 LB0039  PID         -  LB0039
 LB0039  STATE/COUNTY-  IN/FULTON
 LB0039  COUNTRY     -  US
 LB0039  USGS QUAD   -  GRASS CREEK (2019)
 LB0039
 LB0039                         *CURRENT SURVEY CONTROL
 LB0039  ______________________________________________________________________
 LB0039* NAD 83(1986) POSITION- 40 59 34.     (N) 086 24 16.     (W)   SCALED
 LB0039* NAVD 88 ORTHO HEIGHT -   231.821 (meters)      760.57  (feet) ADJUSTED
 LB0039  ______________________________________________________________________
 LB0039  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 LB0039  DYNAMIC HEIGHT  -        231.722 (meters)      760.24  (feet) COMP
 LB0039  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 LB0039
 LB0039  VERT ORDER      -  SECOND    CLASS 0
 LB0039
 LB0039.The horizontal coordinates were scaled from a map and have
 LB0039.an estimated accuracy of +/- 6 seconds.
 LB0039
 LB0039.The orthometric height was determined by differential leveling and
 LB0039.adjusted by the NATIONAL GEODETIC SURVEY
 LB0039.in June 1991.
 LB0039
 LB0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0039.GEOID18 height accuracy estimate available here.
 LB0039
 LB0039.Click photographs - Photos may exist for this station.
 LB0039
 LB0039.The dynamic height is computed by dividing the NAVD 88
 LB0039.geopotential number by the normal gravity value computed on the
 LB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0039.degrees latitude (g = 980.6199 gals.).
 LB0039
 LB0039.The modeled gravity was interpolated from observed gravity values.
 LB0039
 LB0039;                    North         East    Units  Estimated Accuracy
 LB0039;SPC IN E     -   638,020.       37,920.      MT  (+/- 180 meters Scaled)
 LB0039
 LB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL500381(NAD 83)
 LB0039
 LB0039                          SUPERSEDED SURVEY CONTROL
 LB0039
 LB0039  NGVD 29 (??/??/92)  231.945  (m)          760.97   (f) ADJ UNCH    2 0
 LB0039
 LB0039.Superseded values are not recommended for survey control.
 LB0039
 LB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0039.See file dsdata.pdf to determine how the superseded data were derived.
 LB0039
 LB0039_MARKER: DB = BENCH MARK DISK
 LB0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0039_STAMPING: K 132 1946
 LB0039_MARK LOGO: CGS
 LB0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0039+STABILITY: SURFACE MOTION
 LB0039
 LB0039  HISTORY     - Date     Condition        Report By
 LB0039  HISTORY     - 1946     MONUMENTED       CGS
 LB0039  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0039
 LB0039                          STATION DESCRIPTION
 LB0039
 LB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0039'1.8 MI S FROM KEWANNA.
 LB0039'1.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0039'AT KEWANNA, 0.2 MILE SOUTH OF A GRAVEL ROAD CROSSING, 75 FEET
 LB0039'NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 133, 61 FEET
 LB0039'SOUTHWEST AND ACROSS THE TRACK FROM A WHISTLE POST, 46 FEET WEST
 LB0039'OF THE WEST RAIL OF THE TRACK, 16 FEET SOUTHEAST OF A T FENCE
 LB0039'CORNER, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, 3 FEET BELOW
 LB0039'TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0039'6 INCHES.
 LB0039
 LB0039                          STATION RECOVERY (1992)
 LB0039
 LB0039'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0752 ***********************************************************************
 ME0752  DESIGNATION -  K 134
 ME0752  PID         -  ME0752
 ME0752  STATE/COUNTY-  IN/PULASKI
 ME0752  COUNTRY     -  US
 ME0752  USGS QUAD   -  WINAMAC (2019)
 ME0752
 ME0752                         *CURRENT SURVEY CONTROL
 ME0752  ______________________________________________________________________
 ME0752* NAD 83(1986) POSITION- 41 07 16.     (N) 086 33 48.     (W)   SCALED
 ME0752* NAVD 88 ORTHO HEIGHT -   214.432 (meters)      703.52  (feet) ADJUSTED
 ME0752  ______________________________________________________________________
 ME0752  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 ME0752  DYNAMIC HEIGHT  -        214.342 (meters)      703.22  (feet) COMP
 ME0752  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 ME0752
 ME0752  VERT ORDER      -  SECOND    CLASS 0
 ME0752
 ME0752.The horizontal coordinates were scaled from a map and have
 ME0752.an estimated accuracy of +/- 6 seconds.
 ME0752
 ME0752.The orthometric height was determined by differential leveling and
 ME0752.adjusted by the NATIONAL GEODETIC SURVEY
 ME0752.in June 1991.
 ME0752
 ME0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0752.GEOID18 height accuracy estimate available here.
 ME0752
 ME0752.Click photographs - Photos may exist for this station.
 ME0752
 ME0752.The dynamic height is computed by dividing the NAVD 88
 ME0752.geopotential number by the normal gravity value computed on the
 ME0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0752.degrees latitude (g = 980.6199 gals.).
 ME0752
 ME0752.The modeled gravity was interpolated from observed gravity values.
 ME0752
 ME0752;                    North         East    Units  Estimated Accuracy
 ME0752;SPC IN W     -   652,140.      943,670.      MT  (+/- 180 meters Scaled)
 ME0752
 ME0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL366522(NAD 83)
 ME0752
 ME0752                          SUPERSEDED SURVEY CONTROL
 ME0752
 ME0752  NGVD 29 (??/??/92)  214.549  (m)          703.90   (f) ADJ UNCH    2 0
 ME0752
 ME0752.Superseded values are not recommended for survey control.
 ME0752
 ME0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0752.See file dsdata.pdf to determine how the superseded data were derived.
 ME0752
 ME0752_MARKER: DB = BENCH MARK DISK
 ME0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0752_STAMPING: K 134 1946
 ME0752_MARK LOGO: CGS
 ME0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0752+STABILITY: SURFACE MOTION
 ME0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0752+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 ME0752
 ME0752  HISTORY     - Date     Condition        Report By
 ME0752  HISTORY     - 1946     MONUMENTED       CGS
 ME0752  HISTORY     - 20080708 GOOD             GEOCAC
 ME0752
 ME0752                          STATION DESCRIPTION
 ME0752
 ME0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0752'2.4 MI SE FROM BEARDSTOWN.
 ME0752'ABOUT 2.35 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 ME0752'FROM THE STATION AT BEARSTOWN, 0.2 MILE NORTH OF A PAVED
 ME0752'NORTH-SOUTH ROAD CROSSING, 47 FEET NORTHEAST OF THE NORTHEAST
 ME0752'RAIL OF THE TRACK, 30 FEET NORTHWEST OF THE CENTER LINE OF A
 ME0752'PRIVATE ROAD CROSSING THE TRACK, 15 FEET WEST OF A FENCE CORNER,
 ME0752'1 FOOT SOUTHWEST OF THE NORTHEAST RAILWAY RIGHT-OF-WAY FENCE
 ME0752'LINE, ABOUT 3 FEET LOWER THAN TRACK LEVEL AND SET IN THE TOP
 ME0752'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0752
 ME0752                          STATION RECOVERY (2008)
 ME0752
 ME0752'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME0752'RAILROAD TRACKS NO LONGER THERE.  MARK UNDER A MOUND OF DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1112 ***********************************************************************
 MD1112  DESIGNATION -  K 135
 MD1112  PID         -  MD1112
 MD1112  STATE/COUNTY-  IN/KOSCIUSKO
 MD1112  COUNTRY     -  US
 MD1112  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1112
 MD1112                         *CURRENT SURVEY CONTROL
 MD1112  ______________________________________________________________________
 MD1112* NAD 83(1986) POSITION- 41 04 58.     (N) 085 44 33.     (W)   SCALED
 MD1112* NAVD 88 ORTHO HEIGHT -   268.997 (meters)      882.53  (feet) ADJUSTED
 MD1112  ______________________________________________________________________
 MD1112  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 MD1112  DYNAMIC HEIGHT  -        268.878 (meters)      882.14  (feet) COMP
 MD1112  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 MD1112
 MD1112  VERT ORDER      -  SECOND    CLASS 0
 MD1112
 MD1112.The horizontal coordinates were scaled from a map and have
 MD1112.an estimated accuracy of +/- 6 seconds.
 MD1112
 MD1112.The orthometric height was determined by differential leveling and
 MD1112.adjusted by the NATIONAL GEODETIC SURVEY
 MD1112.in June 1991.
 MD1112
 MD1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1112.GEOID18 height accuracy estimate available here.
 MD1112
 MD1112.Click photographs - Photos may exist for this station.
 MD1112
 MD1112.The dynamic height is computed by dividing the NAVD 88
 MD1112.geopotential number by the normal gravity value computed on the
 MD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1112.degrees latitude (g = 980.6199 gals.).
 MD1112
 MD1112.The modeled gravity was interpolated from observed gravity values.
 MD1112
 MD1112;                    North         East    Units  Estimated Accuracy
 MD1112;SPC IN E     -   647,750.       93,630.      MT  (+/- 180 meters Scaled)
 MD1112
 MD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056487(NAD 83)
 MD1112
 MD1112                          SUPERSEDED SURVEY CONTROL
 MD1112
 MD1112  NGVD 29 (??/??/92)  269.123  (m)          882.95   (f) ADJ UNCH    2 0
 MD1112
 MD1112.Superseded values are not recommended for survey control.
 MD1112
 MD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1112.See file dsdata.pdf to determine how the superseded data were derived.
 MD1112
 MD1112_MARKER: DB = BENCH MARK DISK
 MD1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1112_SP_SET: CULVERT HEADWALL
 MD1112_STAMPING: K 135 1946
 MD1112_MARK LOGO: CGS
 MD1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1112+STABILITY: SURFACE MOTION
 MD1112
 MD1112  HISTORY     - Date     Condition        Report By
 MD1112  HISTORY     - 1946     MONUMENTED       CGS
 MD1112  HISTORY     - 1990     GOOD             USPSQD
 MD1112
 MD1112                          STATION DESCRIPTION
 MD1112
 MD1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1112'1.4 MI S FROM SIDNEY.
 MD1112'1.4 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1112'AT SIDNEY, ABOUT 0.65 MILE NORTH OF THE INTERSECTION WITH STATE
 MD1112'HIGHWAY 14, ABOUT 0.35 MILE SOUTH OF THE INTERSECTION WITH AN
 MD1112'EAST-WEST ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 MD1112'CONCRETE HEADWALL OF A 14-INCH CLAY TILE CULVERT, 30 FEET EAST
 MD1112'OF THE CENTER LINE OF THE HIGHWAY, 1.2 FOOT SOUTH OF THE NORTH
 MD1112'END OF THE HEADWALL, 1 FOOT BELOW HIGHWAY LEVEL.
 MD1112
 MD1112                          STATION RECOVERY (1990)
 MD1112
 MD1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1671 ***********************************************************************
 LB1671  DESIGNATION -  K 136
 LB1671  PID         -  LB1671
 LB1671  STATE/COUNTY-  IN/TIPPECANOE
 LB1671  COUNTRY     -  US
 LB1671  USGS QUAD   -  OTTERBEIN (2019)
 LB1671
 LB1671                         *CURRENT SURVEY CONTROL
 LB1671  ______________________________________________________________________
 LB1671* NAD 83(1986) POSITION- 40 29 32.     (N) 087 01 45.     (W)   SCALED
 LB1671* NAVD 88 ORTHO HEIGHT -   214.307 (meters)      703.11  (feet) ADJUSTED
 LB1671  ______________________________________________________________________
 LB1671  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 LB1671  DYNAMIC HEIGHT  -        214.203 (meters)      702.76  (feet) COMP
 LB1671  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 LB1671
 LB1671  VERT ORDER      -  SECOND    CLASS 0
 LB1671
 LB1671.The horizontal coordinates were scaled from a map and have
 LB1671.an estimated accuracy of +/- 6 seconds.
 LB1671
 LB1671.The orthometric height was determined by differential leveling and
 LB1671.adjusted by the NATIONAL GEODETIC SURVEY
 LB1671.in June 1991.
 LB1671
 LB1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1671.GEOID18 height accuracy estimate available here.
 LB1671
 LB1671.Click photographs - Photos may exist for this station.
 LB1671
 LB1671.The dynamic height is computed by dividing the NAVD 88
 LB1671.geopotential number by the normal gravity value computed on the
 LB1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1671.degrees latitude (g = 980.6199 gals.).
 LB1671
 LB1671.The modeled gravity was interpolated from observed gravity values.
 LB1671
 LB1671;                    North         East    Units  Estimated Accuracy
 LB1671;SPC IN W     -   582,170.      904,590.      MT  (+/- 180 meters Scaled)
 LB1671
 LB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975823(NAD 83)
 LB1671
 LB1671                          SUPERSEDED SURVEY CONTROL
 LB1671
 LB1671  NGVD 29 (??/??/92)  214.387  (m)          703.37   (f) ADJ UNCH    2 0
 LB1671
 LB1671.Superseded values are not recommended for survey control.
 LB1671
 LB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1671.See file dsdata.pdf to determine how the superseded data were derived.
 LB1671
 LB1671_MARKER: DB = BENCH MARK DISK
 LB1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1671_STAMPING: K 136 1946
 LB1671_MARK LOGO: CGS
 LB1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1671+STABILITY: SURFACE MOTION
 LB1671
 LB1671  HISTORY     - Date     Condition        Report By
 LB1671  HISTORY     - 1946     MONUMENTED       CGS
 LB1671
 LB1671                          STATION DESCRIPTION
 LB1671
 LB1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1671'1.4 MI N FROM MONTMORENCI.
 LB1671'ABOUT 1.35 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1671'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCI, ABOUT
 LB1671'0.15 MILE NORTH OF THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD,
 LB1671'153 FEET SOUTHWEST OF A 24-INCH ASH TREE, 28 FEET WEST OF THE
 LB1671'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A POWER LINE
 LB1671'POLE, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND ABOUT
 LB1671'1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED K 136 1946
 LB1671'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1671'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1097 ***********************************************************************
 ME1097  DESIGNATION -  K 137
 ME1097  PID         -  ME1097
 ME1097  STATE/COUNTY-  IN/LAKE
 ME1097  COUNTRY     -  US
 ME1097  USGS QUAD   -  CROWN POINT (2019)
 ME1097
 ME1097                         *CURRENT SURVEY CONTROL
 ME1097  ______________________________________________________________________
 ME1097* NAD 83(1986) POSITION- 41 28 17.     (N) 087 19 37.     (W)   SCALED
 ME1097* NAVD 88 ORTHO HEIGHT -   208.047 (meters)      682.57  (feet) ADJUSTED
 ME1097  ______________________________________________________________________
 ME1097  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 ME1097  DYNAMIC HEIGHT  -        207.965 (meters)      682.30  (feet) COMP
 ME1097  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 ME1097
 ME1097  VERT ORDER      -  SECOND    CLASS 0
 ME1097
 ME1097.The horizontal coordinates were scaled from a map and have
 ME1097.an estimated accuracy of +/- 6 seconds.
 ME1097
 ME1097.The orthometric height was determined by differential leveling and
 ME1097.adjusted by the NATIONAL GEODETIC SURVEY
 ME1097.in June 1991.
 ME1097
 ME1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1097.GEOID18 height accuracy estimate available here.
 ME1097
 ME1097.Click photographs - Photos may exist for this station.
 ME1097
 ME1097.The dynamic height is computed by dividing the NAVD 88
 ME1097.geopotential number by the normal gravity value computed on the
 ME1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1097.degrees latitude (g = 980.6199 gals.).
 ME1097
 ME1097.The modeled gravity was interpolated from observed gravity values.
 ME1097
 ME1097;                    North         East    Units  Estimated Accuracy
 ME1097;SPC IN W     -   690,940.      879,650.      MT  (+/- 180 meters Scaled)
 ME1097
 ME1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL727911(NAD 83)
 ME1097
 ME1097                          SUPERSEDED SURVEY CONTROL
 ME1097
 ME1097  NGVD 29 (??/??/92)  208.139  (m)          682.87   (f) ADJ UNCH    2 0
 ME1097
 ME1097.Superseded values are not recommended for survey control.
 ME1097
 ME1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1097.See file dsdata.pdf to determine how the superseded data were derived.
 ME1097
 ME1097_MARKER: DB = BENCH MARK DISK
 ME1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1097_STAMPING: K 137 1946
 ME1097_MARK LOGO: CGS
 ME1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1097+STABILITY: SURFACE MOTION
 ME1097
 ME1097  HISTORY     - Date     Condition        Report By
 ME1097  HISTORY     - 1946     MONUMENTED       CGS
 ME1097  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1097  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1097
 ME1097                          STATION DESCRIPTION
 ME1097
 ME1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1097'4.3 MI SW FROM AINSWORTH.
 ME1097'ABOUT 0.7 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSS ROAD
 ME1097'AT AINSWORTH, THENCE ABOUT 3.6 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1097'ABOUT 0.4 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 53, AT THE
 ME1097'H. ALEXANDER FARM, 199 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ME1097'HOUSE, 80 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 65
 ME1097'FEET NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF
 ME1097'THE HIGHWAY, 62 FEET WEST OF POWER POLE NO. 367/363, ABOUT LEVEL
 ME1097'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1097'5 INCHES.
 ME1097
 ME1097                          STATION RECOVERY (1968)
 ME1097
 ME1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1097'MARK NOT FOUND.
 ME1097
 ME1097                          STATION RECOVERY (1990)
 ME1097
 ME1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1096 ***********************************************************************
 ME1096  DESIGNATION -  K 138
 ME1096  PID         -  ME1096
 ME1096  STATE/COUNTY-  IN/LAKE
 ME1096  COUNTRY     -  US
 ME1096  USGS QUAD   -  CROWN POINT (2019)
 ME1096
 ME1096                         *CURRENT SURVEY CONTROL
 ME1096  ______________________________________________________________________
 ME1096* NAD 83(1986) POSITION- 41 29 34.     (N) 087 20 10.     (W)   SCALED
 ME1096* NAVD 88 ORTHO HEIGHT -   195.115 (meters)      640.14  (feet) ADJUSTED
 ME1096  ______________________________________________________________________
 ME1096  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME1096  DYNAMIC HEIGHT  -        195.039 (meters)      639.89  (feet) COMP
 ME1096  MODELED GRAVITY -    980,228.9   (mgal)                       NAVD 88
 ME1096
 ME1096  VERT ORDER      -  SECOND    CLASS 0
 ME1096
 ME1096.The horizontal coordinates were scaled from a map and have
 ME1096.an estimated accuracy of +/- 6 seconds.
 ME1096
 ME1096.The orthometric height was determined by differential leveling and
 ME1096.adjusted by the NATIONAL GEODETIC SURVEY
 ME1096.in June 1991.
 ME1096
 ME1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1096.GEOID18 height accuracy estimate available here.
 ME1096
 ME1096.Click photographs - Photos may exist for this station.
 ME1096
 ME1096.The dynamic height is computed by dividing the NAVD 88
 ME1096.geopotential number by the normal gravity value computed on the
 ME1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1096.degrees latitude (g = 980.6199 gals.).
 ME1096
 ME1096.The modeled gravity was interpolated from observed gravity values.
 ME1096
 ME1096;                    North         East    Units  Estimated Accuracy
 ME1096;SPC IN W     -   693,310.      878,890.      MT  (+/- 180 meters Scaled)
 ME1096
 ME1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719935(NAD 83)
 ME1096
 ME1096                          SUPERSEDED SURVEY CONTROL
 ME1096
 ME1096  NGVD 29 (??/??/92)  195.210  (m)          640.45   (f) ADJ UNCH    2 0
 ME1096
 ME1096.Superseded values are not recommended for survey control.
 ME1096
 ME1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1096.See file dsdata.pdf to determine how the superseded data were derived.
 ME1096
 ME1096_MARKER: DB = BENCH MARK DISK
 ME1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1096_STAMPING: K 138 1946
 ME1096_MARK LOGO: CGS
 ME1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1096+STABILITY: SURFACE MOTION
 ME1096
 ME1096  HISTORY     - Date     Condition        Report By
 ME1096  HISTORY     - 1946     MONUMENTED       CGS
 ME1096  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1096
 ME1096                          STATION DESCRIPTION
 ME1096
 ME1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1096'0.4 MI N FROM MERRILLVILLE.
 ME1096'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE CHESAPEAKE
 ME1096'AND OHIO RAILWAY STATION AT MERRILLVILLE, IN THE SOUTHEAST
 ME1096'CORNER OF A CULTIVATED FIELD, AT THE CITY LIMITS, 78 FEET
 ME1096'NORTHEAST OF THE NORTHEAST CORNER OF THE LAST HOUSE IN THE CITY
 ME1096'LIMITS, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 ME1096'WEST OF THE SIGN CITY LIMITS--MERRILLVILLE, 4 FEET NORTH OF
 ME1096'POWER POLE 367/285, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 ME1096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1096
 ME1096                          STATION RECOVERY (1968)
 ME1096
 ME1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0876 ***********************************************************************
 LA0876  DESIGNATION -  K 14
 LA0876  PID         -  LA0876
 LA0876  STATE/COUNTY-  IN/HUNTINGTON
 LA0876  COUNTRY     -  US
 LA0876  USGS QUAD   -  HUNTINGTON (2019)
 LA0876
 LA0876                         *CURRENT SURVEY CONTROL
 LA0876  ______________________________________________________________________
 LA0876* NAD 83(1986) POSITION- 40 52 52.98   (N) 085 29 43.98   (W)   HD_HELD1
 LA0876* NAVD 88 ORTHO HEIGHT -   225.189 (meters)      738.81  (feet) ADJUSTED
 LA0876  ______________________________________________________________________
 LA0876  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 LA0876  DYNAMIC HEIGHT  -        225.084 (meters)      738.46  (feet) COMP
 LA0876  MODELED GRAVITY -    980,151.2   (mgal)                       NAVD 88
 LA0876
 LA0876  VERT ORDER      -  FIRST     CLASS II
 LA0876
 LA0876.The horizontal coordinates were determined by differentially corrected
 LA0876.hand held GPS observations or other comparable positioning techniques
 LA0876.and have an estimated accuracy of +/- 3 meters.
 LA0876
 LA0876.The orthometric height was determined by differential leveling and
 LA0876.adjusted by the NATIONAL GEODETIC SURVEY
 LA0876.in June 1991.
 LA0876
 LA0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0876.GEOID18 height accuracy estimate available here.
 LA0876
 LA0876.Click photographs - Photos may exist for this station.
 LA0876
 LA0876.The dynamic height is computed by dividing the NAVD 88
 LA0876.geopotential number by the normal gravity value computed on the
 LA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0876.degrees latitude (g = 980.6199 gals.).
 LA0876
 LA0876.The modeled gravity was interpolated from observed gravity values.
 LA0876
 LA0876;                    North         East    Units  Estimated Accuracy
 LA0876;SPC IN E     -   625,400.0     114,422.2     MT  (+/- 3 meters HH1 GPS) 
 LA0876
 LA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2675526678(NAD 83)
 LA0876
 LA0876                          SUPERSEDED SURVEY CONTROL
 LA0876
 LA0876  NGVD 29 (??/??/92)  225.328  (m)          739.26   (f) ADJ UNCH    1 2
 LA0876
 LA0876.Superseded values are not recommended for survey control.
 LA0876
 LA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0876.See file dsdata.pdf to determine how the superseded data were derived.
 LA0876
 LA0876_MARKER: DB = BENCH MARK DISK
 LA0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0876_SP_SET: BUILDING
 LA0876_STAMPING: K 14 1930
 LA0876_MARK LOGO: CGS
 LA0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0876+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2023
 LA0876
 LA0876  HISTORY     - Date     Condition        Report By
 LA0876  HISTORY     - 1930     MONUMENTED       CGS
 LA0876  HISTORY     - 1946     GOOD             CGS
 LA0876  HISTORY     - 20151223 GOOD             LOCENG
 LA0876  HISTORY     - 20230110 GOOD             COH
 LA0876
 LA0876                          STATION DESCRIPTION
 LA0876
 LA0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0876'AT HUNTINGTON.
 LA0876'AT HUNTINGTON, AT THE CITY BUILDING ON THE CORNER OF CHERRY AND
 LA0876'WEST MARKET STREETS, SET VERTICALLY IN THE NORTH STONE WALL OF
 LA0876'THE BUILDING, 16 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE
 LA0876'TO THE POLICE STATION, 1.5 FEET WEST OF A WINDOW, 3.7 FEET ABOVE
 LA0876'THE SIDE WALK.
 LA0876
 LA0876                          STATION RECOVERY (2015)
 LA0876
 LA0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2015 (BDK)
 LA0876'RECOVERED IN GOOD CONDITION.
 LA0876
 LA0876                          STATION RECOVERY (2023)
 LA0876
 LA0876'RECOVERY NOTE BY CITY OF HUNTINGTON 2023 (BK)
 LA0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1297 ***********************************************************************
 ME1297  DESIGNATION -  K 141 RESET
 ME1297  PID         -  ME1297
 ME1297  STATE/COUNTY-  IN/PORTER
 ME1297  COUNTRY     -  US
 ME1297  USGS QUAD   -  KOUTS (2019)
 ME1297
 ME1297                         *CURRENT SURVEY CONTROL
 ME1297  ______________________________________________________________________
 ME1297* NAD 83(1986) POSITION- 41 19 05.58   (N) 087 06 48.86   (W)   HD_HELD1
 ME1297* NAVD 88 ORTHO HEIGHT -   206.21  (meters)      676.5   (feet) RESET
 ME1297  ______________________________________________________________________
 ME1297  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME1297  VERT ORDER      -  THIRD
 ME1297
 ME1297.The horizontal coordinates were determined by differentially corrected
 ME1297.hand held GPS observations or other comparable positioning techniques
 ME1297.and have an estimated accuracy of +/- 3 meters.
 ME1297
 ME1297.The orthometric height was computed from unverified reset data.
 ME1297
 ME1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1297.GEOID18 height accuracy estimate available here.
 ME1297
 ME1297.Click photographs - Photos may exist for this station.
 ME1297
 ME1297;                    North         East    Units  Estimated Accuracy
 ME1297;SPC IN W     -   673,897.6     897,468.2     MT  (+/- 3 meters HH1 GPS) 
 ME1297
 ME1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9049474089(NAD 83)
 ME1297
 ME1297                          SUPERSEDED SURVEY CONTROL
 ME1297
 ME1297.No superseded survey control is available for this station.
 ME1297
 ME1297_MARKER: DB = BENCH MARK DISK
 ME1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1297_STAMPING: K 141 1946 RESET 1956
 ME1297_MARK LOGO: CGS
 ME1297_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1297+STABILITY: SURFACE MOTION
 ME1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1297+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2021
 ME1297
 ME1297  HISTORY     - Date     Condition        Report By
 ME1297  HISTORY     - 1956     MONUMENTED       CGS
 ME1297  HISTORY     - 1956     GOOD             CGS
 ME1297  HISTORY     - 1984     GOOD             LOCSUR
 ME1297  HISTORY     - 20210407 GOOD             IN-127
 ME1297
 ME1297                          STATION DESCRIPTION
 ME1297
 ME1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1297'4.6 MI W FROM KOUTS.
 ME1297'4.55 MILES WEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION WITH
 ME1297'STATE HIGHWAY 49 AT KOUTS, AT A CROSS ROAD, 0.05 MILE NORTH OF
 ME1297'GRAIN ELEVATOR, 52 YARDS EAST OF A GROUP OF METAL STORAGE BINS,
 ME1297'83 FEET WEST OF THE CENTER OF CROSS ROAD, 49 FEET SOUTH OF THE
 ME1297'CENTER LINE OF HIGHWAY, 3.2 FEET WEST OF CONCRETE HIGHWAY
 ME1297'RIGHT-OF-WAY MARKER POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY.
 ME1297
 ME1297                          STATION RECOVERY (1984)
 ME1297
 ME1297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1297'RECOVERED IN GOOD CONDITION.
 ME1297
 ME1297                          STATION RECOVERY (2021)
 ME1297
 ME1297'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1297'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE 2021 (WEE).  ABOUT 4.55 MI
 ME1297'(7.32 KM) WEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION WITH STATE
 ME1297'HIGHWAY 49 AT KOUTS, TO COUNTY ROAD 250 WEST AND STATION IS IN THE
 ME1297'SOUTHWEST QUADRANT 83 FT (25.3 M) WEST OF THE CENTER OF CR 250 WEST,
 ME1297'49 FT (14.9 M) SOUTH OF THE CENTERLINE OF HIGHWAY 8, 10.7 FT (3.3 M)
 ME1297'WEST OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 2.8 FT (0.9 M)
 ME1297'SOUTH OF UTILITY CONTROLLER CABINET, 32.6 FT (9.9 M) EAST OF UTILITY
 ME1297'POLE NO. 446 633.  STATION IS A BRASS DISK IN CONCRETE 4 INCHES (10
 ME1297'CM) ABOVE GROUND, 1 FT (0.3 M) BELOW THE LEVEL OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0628 ***********************************************************************
 ME0628  DESIGNATION -  K 142
 ME0628  PID         -  ME0628
 ME0628  STATE/COUNTY-  IN/STARKE
 ME0628  COUNTRY     -  US
 ME0628  USGS QUAD   -  KNOX WEST (2019)
 ME0628
 ME0628                         *CURRENT SURVEY CONTROL
 ME0628  ______________________________________________________________________
 ME0628* NAD 83(1986) POSITION- 41 16 26.     (N) 086 41 52.     (W)   SCALED
 ME0628* NAVD 88 ORTHO HEIGHT -   207.112 (meters)      679.50  (feet) ADJUSTED
 ME0628  ______________________________________________________________________
 ME0628  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0628  DYNAMIC HEIGHT  -        207.026 (meters)      679.22  (feet) COMP
 ME0628  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 ME0628
 ME0628  VERT ORDER      -  SECOND    CLASS 0
 ME0628
 ME0628.The horizontal coordinates were scaled from a map and have
 ME0628.an estimated accuracy of +/- 6 seconds.
 ME0628
 ME0628.The orthometric height was determined by differential leveling and
 ME0628.adjusted by the NATIONAL GEODETIC SURVEY
 ME0628.in June 1991.
 ME0628
 ME0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0628.GEOID18 height accuracy estimate available here.
 ME0628
 ME0628.Click photographs - Photos may exist for this station.
 ME0628
 ME0628.The dynamic height is computed by dividing the NAVD 88
 ME0628.geopotential number by the normal gravity value computed on the
 ME0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0628.degrees latitude (g = 980.6199 gals.).
 ME0628
 ME0628.The modeled gravity was interpolated from observed gravity values.
 ME0628
 ME0628;                    North         East    Units  Estimated Accuracy
 ME0628;SPC IN W     -   669,050.      932,300.      MT  (+/- 180 meters Scaled)
 ME0628
 ME0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL253692(NAD 83)
 ME0628
 ME0628                          SUPERSEDED SURVEY CONTROL
 ME0628
 ME0628  NGVD 29 (??/??/92)  207.215  (m)          679.84   (f) ADJ UNCH    2 0
 ME0628
 ME0628.Superseded values are not recommended for survey control.
 ME0628
 ME0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0628.See file dsdata.pdf to determine how the superseded data were derived.
 ME0628
 ME0628_MARKER: DB = BENCH MARK DISK
 ME0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0628_STAMPING: K 142 1946
 ME0628_MARK LOGO: CGS
 ME0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0628+STABILITY: SURFACE MOTION
 ME0628
 ME0628  HISTORY     - Date     Condition        Report By
 ME0628  HISTORY     - 1946     MONUMENTED       CGS
 ME0628  HISTORY     - 1988     POOR             USPSQD
 ME0628  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0628
 ME0628                          STATION DESCRIPTION
 ME0628
 ME0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0628'1 MI N FROM RYE.
 ME0628'ABOUT 1.0 MILE NORTH ALONG A ROAD LEADING TO STATE HIGHWAY 8
 ME0628'FROM THE CROSS-ROAD AT RYE, ABOUT 0.5 MILE SOUTH OF THE JUNCTION
 ME0628'OF A ROAD LEADING EAST, AT THE INTERSECTION OF AN EAST-WEST GRAVEL
 ME0628'ROAD, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION, 79 FEET
 ME0628'NORTHEAST AND ACROSS THE ROAD FROM THE EAST END OF A SINGLE SPAN
 ME0628'STEEL TRUSS BRIDGE OVER A DITCH ON THE EAST-WEST ROAD, 68 FEET
 ME0628'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 24 FEET EAST
 ME0628'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF A FENCE
 ME0628'CORNER POST, 4 FEET WEST OF THE FENCE, 2 FEET SOUTH OF A WOODEN
 ME0628'WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE
 ME0628'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE TOWN IS
 ME0628'ALSO SHOWN ON SOME MAPS AT TOTO.
 ME0628
 ME0628                          STATION RECOVERY (1988)
 ME0628
 ME0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0628'MARK RECOVERED IN POOR CONDITION.
 ME0628
 ME0628                          STATION RECOVERY (2011)
 ME0628
 ME0628'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1332 ***********************************************************************
 ME1332  DESIGNATION -  K 143
 ME1332  PID         -  ME1332
 ME1332  STATE/COUNTY-  IN/JASPER
 ME1332  COUNTRY     -  US
 ME1332  USGS QUAD   -  WHEATFIELD (2019)
 ME1332
 ME1332                         *CURRENT SURVEY CONTROL
 ME1332  ______________________________________________________________________
 ME1332* NAD 83(1986) POSITION- 41 12 31.63   (N) 087 02 41.38   (W)   HD_HELD1
 ME1332* NAVD 88 ORTHO HEIGHT -   201.104 (meters)      659.79  (feet) ADJUSTED
 ME1332  ______________________________________________________________________
 ME1332  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME1332  DYNAMIC HEIGHT  -        201.019 (meters)      659.51  (feet) COMP
 ME1332  MODELED GRAVITY -    980,194.5   (mgal)                       NAVD 88
 ME1332
 ME1332  VERT ORDER      -  SECOND    CLASS 0
 ME1332
 ME1332.The horizontal coordinates were determined by differentially corrected
 ME1332.hand held GPS observations or other comparable positioning techniques
 ME1332.and have an estimated accuracy of +/- 3 meters.
 ME1332
 ME1332.The orthometric height was determined by differential leveling and
 ME1332.adjusted by the NATIONAL GEODETIC SURVEY
 ME1332.in June 1991.
 ME1332
 ME1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1332.GEOID18 height accuracy estimate available here.
 ME1332
 ME1332.Click photographs - Photos may exist for this station.
 ME1332
 ME1332.The dynamic height is computed by dividing the NAVD 88
 ME1332.geopotential number by the normal gravity value computed on the
 ME1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1332.degrees latitude (g = 980.6199 gals.).
 ME1332
 ME1332.The modeled gravity was interpolated from observed gravity values.
 ME1332
 ME1332;                    North         East    Units  Estimated Accuracy
 ME1332;SPC IN W     -   661,745.1     903,229.3     MT  (+/- 3 meters HH1 GPS) 
 ME1332
 ME1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9624161935(NAD 83)
 ME1332
 ME1332                          SUPERSEDED SURVEY CONTROL
 ME1332
 ME1332  NGVD 29 (??/??/92)  201.198  (m)          660.10   (f) ADJ UNCH    2 0
 ME1332
 ME1332.Superseded values are not recommended for survey control.
 ME1332
 ME1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1332.See file dsdata.pdf to determine how the superseded data were derived.
 ME1332
 ME1332_MARKER: DB = BENCH MARK DISK
 ME1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1332_STAMPING: K 143 1946
 ME1332_MARK LOGO: CGS
 ME1332_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1332+STABILITY: SURFACE MOTION
 ME1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1332+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2023
 ME1332
 ME1332  HISTORY     - Date     Condition        Report By
 ME1332  HISTORY     - 1946     MONUMENTED       CGS
 ME1332  HISTORY     - 1971     GOOD             BRADY
 ME1332  HISTORY     - 20120327 GOOD             IN-073
 ME1332  HISTORY     - 20230503 GOOD             IN-127
 ME1332
 ME1332                          STATION DESCRIPTION
 ME1332
 ME1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1332'1.4 MI NE FROM WHEATFIELD.
 ME1332'ABOUT 0.45 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD, THENCE
 ME1332'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE STATION AT
 ME1332'WHEATFIELD, AT THE JUNCTION WITH A SIDE ROAD EAST, 66 FEET EAST
 ME1332'OF THE CENTER OF THE HIGHWAY, 23 FEET SOUTH AND ABOUT LEVEL WITH
 ME1332'THE CENTER OF THE SIDE ROAD, 1 FOOT SOUTH OF THE FENCE LINE, 0.5
 ME1332'FOOT SOUTH OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, AND
 ME1332'2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A BRONZE DISK SET
 ME1332'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1332
 ME1332                          STATION RECOVERY (1971)
 ME1332
 ME1332'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 ME1332'RECOVERED IN GOOD CONDITION.
 ME1332
 ME1332                          STATION RECOVERY (2012)
 ME1332
 ME1332'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1332'RECOVERED IN GOOD CONDITION.
 ME1332
 ME1332                          STATION RECOVERY (2023)
 ME1332
 ME1332'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1332'TO REACH FROM THE INTERSECTION OF STATE ROUTE 10 (ROBBINS ST) AND
 ME1332'STATE ROUTE 49 IN WHEATFIELD, GO NORTH 1.0 MI (1.6 KM) ALONG STATE
 ME1332'ROUTE 49 AND STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 ME1332'OF S.R. 49 WITH C.R. 1350 N. 66 FT (20.1 M) EAST OF THE CENTER OF THE
 ME1332'HIGHWAY, 22 FT (6.7 M) SOUTH AND ABOUT LEVEL WITH THE CENTER OF THE
 ME1332'SIDE ROAD, 1.0 FT (0.3 M) SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 ME1332'MARKER POST AND 1.0 FT (0.3 M) WEST OF METAL SURVEY MARKER POST.
 ME1332'
 ME1332'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 ME1332'(15 CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0378 ***********************************************************************
 ME0378  DESIGNATION -  K 144
 ME0378  PID         -  ME0378
 ME0378  STATE/COUNTY-  IN/MARSHALL
 ME0378  COUNTRY     -  US
 ME0378  USGS QUAD   -  ARGOS (2019)
 ME0378
 ME0378                         *CURRENT SURVEY CONTROL
 ME0378  ______________________________________________________________________
 ME0378* NAD 83(1986) POSITION- 41 11 25.     (N) 086 13 52.     (W)   SCALED
 ME0378* NAVD 88 ORTHO HEIGHT -   261.197 (meters)      856.94  (feet) ADJUSTED
 ME0378  ______________________________________________________________________
 ME0378  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 ME0378  DYNAMIC HEIGHT  -        261.086 (meters)      856.58  (feet) COMP
 ME0378  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 ME0378
 ME0378  VERT ORDER      -  SECOND    CLASS 0
 ME0378
 ME0378.The horizontal coordinates were scaled from a map and have
 ME0378.an estimated accuracy of +/- 6 seconds.
 ME0378
 ME0378.The orthometric height was determined by differential leveling and
 ME0378.adjusted by the NATIONAL GEODETIC SURVEY
 ME0378.in June 1991.
 ME0378
 ME0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0378.GEOID18 height accuracy estimate available here.
 ME0378
 ME0378.Click photographs - Photos may exist for this station.
 ME0378
 ME0378.The dynamic height is computed by dividing the NAVD 88
 ME0378.geopotential number by the normal gravity value computed on the
 ME0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0378.degrees latitude (g = 980.6199 gals.).
 ME0378
 ME0378.The modeled gravity was interpolated from observed gravity values.
 ME0378
 ME0378;                    North         East    Units  Estimated Accuracy
 ME0378;SPC IN E     -   659,840.       52,650.      MT  (+/- 180 meters Scaled)
 ME0378
 ME0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644601(NAD 83)
 ME0378
 ME0378                          SUPERSEDED SURVEY CONTROL
 ME0378
 ME0378  NGVD 29 (??/??/92)  261.314  (m)          857.33   (f) ADJ UNCH    2 0
 ME0378
 ME0378.Superseded values are not recommended for survey control.
 ME0378
 ME0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0378.See file dsdata.pdf to determine how the superseded data were derived.
 ME0378
 ME0378_MARKER: DB = BENCH MARK DISK
 ME0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0378_STAMPING: K 144 1946
 ME0378_MARK LOGO: CGS
 ME0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0378+STABILITY: SURFACE MOTION
 ME0378
 ME0378  HISTORY     - Date     Condition        Report By
 ME0378  HISTORY     - 1946     MONUMENTED       CGS
 ME0378  HISTORY     - 1984     GOOD             USPSQD
 ME0378  HISTORY     - 1987     GOOD             USPSQD
 ME0378  HISTORY     - 1988     GOOD             USPSQD
 ME0378  HISTORY     - 1990     GOOD             USPSQD
 ME0378
 ME0378                          STATION DESCRIPTION
 ME0378
 ME0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0378'3.2 MI S FROM ARGOS.
 ME0378'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0378'BUILDING AT ARGOS, ABOUT 0.1 MILE NORTH OF A LARGE WHITE FARM
 ME0378'HOUSE ON THE WEST SIDE OF THE HIGHWAY, AT A TWO-STORY SHINGLE
 ME0378'HOUSE ON THE WEST SIDE OF THE HIGHWAY, 71 FEET NORTHEAST OF THE
 ME0378'NORTHEAST CORNER OF THE HOUSE, 49 FEET WEST OF THE CENTER LINE
 ME0378'OF THE HIGHWAY, 4.5 FEET NORTH OF A TELEPHONE LINE POLE AND
 ME0378'CORNER FENCE POST, 53 FEET EAST OF THE SOUTHEAST CORNER OF A
 ME0378'FARM IMPLEMENT BARN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 ME0378'ABOUT 2 FEET ABOVE THE HIGHWAY LEVEL AND SET IN THE TOP OF A
 ME0378'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0378
 ME0378                          STATION RECOVERY (1984)
 ME0378
 ME0378'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0378'ADDITIONAL INFORMATION: THERE IS NO WITNESS POST. MARK IS 2 FEET
 ME0378'NORTH OF A TELEPHONE BURIED CABLE TERMINAL AND ABOUT 5 YARDS NORTH OF
 ME0378'THE CENTERLINE OF THE DRIVEWAY AT 19755 SOUTH MICHIGAN ROAD (OLD U.S.
 ME0378'HIGHWAY 31).
 ME0378
 ME0378                          STATION RECOVERY (1987)
 ME0378
 ME0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0378'RECOVERED IN GOOD CONDITION.
 ME0378
 ME0378                          STATION RECOVERY (1988)
 ME0378
 ME0378'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0378'RECOVERED IN GOOD CONDITION.
 ME0378
 ME0378                          STATION RECOVERY (1990)
 ME0378
 ME0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1035 ***********************************************************************
 MD1035  DESIGNATION -  K 145
 MD1035  PID         -  MD1035
 MD1035  STATE/COUNTY-  IN/KOSCIUSKO
 MD1035  COUNTRY     -  US
 MD1035  USGS QUAD   -  BURKET (2019)
 MD1035
 MD1035                         *CURRENT SURVEY CONTROL
 MD1035  ______________________________________________________________________
 MD1035* NAD 83(1986) POSITION- 41 08 26.     (N) 085 52 54.     (W)   SCALED
 MD1035* NAVD 88 ORTHO HEIGHT -   261.178 (meters)      856.88  (feet) ADJUSTED
 MD1035  ______________________________________________________________________
 MD1035  GEOID HEIGHT    -        -33.673 (meters)                     GEOID18
 MD1035  DYNAMIC HEIGHT  -        261.064 (meters)      856.51  (feet) COMP
 MD1035  MODELED GRAVITY -    980,182.1   (mgal)                       NAVD 88
 MD1035
 MD1035  VERT ORDER      -  FIRST     CLASS II
 MD1035
 MD1035.The horizontal coordinates were scaled from a map and have
 MD1035.an estimated accuracy of +/- 6 seconds.
 MD1035
 MD1035.The orthometric height was determined by differential leveling and
 MD1035.adjusted by the NATIONAL GEODETIC SURVEY
 MD1035.in June 1991.
 MD1035
 MD1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1035.GEOID18 height accuracy estimate available here.
 MD1035
 MD1035.Click photographs - Photos may exist for this station.
 MD1035
 MD1035.The dynamic height is computed by dividing the NAVD 88
 MD1035.geopotential number by the normal gravity value computed on the
 MD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1035.degrees latitude (g = 980.6199 gals.).
 MD1035
 MD1035.The modeled gravity was interpolated from observed gravity values.
 MD1035
 MD1035;                    North         East    Units  Estimated Accuracy
 MD1035;SPC IN E     -   654,190.       81,950.      MT  (+/- 180 meters Scaled)
 MD1035
 MD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL938549(NAD 83)
 MD1035
 MD1035                          SUPERSEDED SURVEY CONTROL
 MD1035
 MD1035  NGVD 29 (??/??/92)  261.309  (m)          857.31   (f) ADJ UNCH    1 2
 MD1035
 MD1035.Superseded values are not recommended for survey control.
 MD1035
 MD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1035.See file dsdata.pdf to determine how the superseded data were derived.
 MD1035
 MD1035_MARKER: DB = BENCH MARK DISK
 MD1035_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD1035+WITH SETTING: PAVEMENT
 MD1035_SP_SET: SIGNAL FOUNDATION
 MD1035_STAMPING: K 145 1946
 MD1035_MARK LOGO: CGS
 MD1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1035+STABILITY: SURFACE MOTION
 MD1035
 MD1035  HISTORY     - Date     Condition        Report By
 MD1035  HISTORY     - 1946     MONUMENTED       CGS
 MD1035  HISTORY     - 1968     GOOD             INHD
 MD1035
 MD1035                          STATION DESCRIPTION
 MD1035
 MD1035'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD1035'1 MI N FROM CLAYPOOL.
 MD1035'0.95 MILES NORTH ALONG THE PENN. CENTRAL R.R. FROM THE JUNC. OF
 MD1035'N. AND W. R.R. AT CLAYPOOL.  AT POLE 86/30, SET VERTICALLY IN
 MD1035'THE CENTER OF THE EAST FACE OF THE CONCRETE FOUNDATION OF ELECTRIC
 MD1035'SIGNAL 861, 38 FT. WEST AND ACROSS THE TRACK FROM POLE 86/30,
 MD1035'6.5 FT. WEST OF WEST RAIL OF THE TRACK AND 0.5 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0956 ***********************************************************************
 LB0956  DESIGNATION -  K 146
 LB0956  PID         -  LB0956
 LB0956  STATE/COUNTY-  IN/CARROLL
 LB0956  COUNTRY     -  US
 LB0956  USGS QUAD   -  BURROWS (2019)
 LB0956
 LB0956                         *CURRENT SURVEY CONTROL
 LB0956  ______________________________________________________________________
 LB0956* NAD 83(1986) POSITION- 40 38 28.     (N) 086 32 21.     (W)   SCALED
 LB0956* NAVD 88 ORTHO HEIGHT -   210.704 (meters)      691.28  (feet) ADJUSTED
 LB0956  ______________________________________________________________________
 LB0956  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 LB0956  DYNAMIC HEIGHT  -        210.602 (meters)      690.95  (feet) COMP
 LB0956  MODELED GRAVITY -    980,140.8   (mgal)                       NAVD 88
 LB0956
 LB0956  VERT ORDER      -  SECOND    CLASS 0
 LB0956
 LB0956.The horizontal coordinates were scaled from a map and have
 LB0956.an estimated accuracy of +/- 6 seconds.
 LB0956
 LB0956.The orthometric height was determined by differential leveling and
 LB0956.adjusted by the NATIONAL GEODETIC SURVEY
 LB0956.in June 1991.
 LB0956
 LB0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0956.GEOID18 height accuracy estimate available here.
 LB0956
 LB0956.Click photographs - Photos may exist for this station.
 LB0956
 LB0956.The dynamic height is computed by dividing the NAVD 88
 LB0956.geopotential number by the normal gravity value computed on the
 LB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0956.degrees latitude (g = 980.6199 gals.).
 LB0956
 LB0956.The modeled gravity was interpolated from observed gravity values.
 LB0956
 LB0956;                    North         East    Units  Estimated Accuracy
 LB0956;SPC IN W     -   598,850.      946,030.      MT  (+/- 180 meters Scaled)
 LB0956
 LB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389990(NAD 83)
 LB0956
 LB0956                          SUPERSEDED SURVEY CONTROL
 LB0956
 LB0956  NGVD 29 (??/??/92)  210.816  (m)          691.65   (f) ADJ UNCH    2 0
 LB0956
 LB0956.Superseded values are not recommended for survey control.
 LB0956
 LB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0956.See file dsdata.pdf to determine how the superseded data were derived.
 LB0956
 LB0956_MARKER: DB = BENCH MARK DISK
 LB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0956_STAMPING: K 146 1946
 LB0956_MARK LOGO: CGS
 LB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0956+STABILITY: SURFACE MOTION
 LB0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0956+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 LB0956
 LB0956  HISTORY     - Date     Condition        Report By
 LB0956  HISTORY     - 1946     MONUMENTED       CGS
 LB0956  HISTORY     - 20020617 GOOD             GRWENG
 LB0956
 LB0956                          STATION DESCRIPTION
 LB0956
 LB0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0956'1.8 MI E FROM ROCKFIELD.
 LB0956'ALONG THE ROCKFIELD-CAMDEN ROAD ABOUT 1.85 MILE EAST OF THE
 LB0956'WABASH RAILWAY STATION AT ROCKFIELD AND ABOUT 2.3 MILES NORTH
 LB0956'OF THE CAMDEN STATE BANK AT CAMDEN, AT THE T JUNCTION OF AN
 LB0956'EAST-WEST ROAD AND A ROAD LEADING SOUTH, 42 FEET SOUTH OF THE
 LB0956'CENTER LINE OF THE EAST-WEST ROAD, 23 FEET WEST OF THE ROAD
 LB0956'LEADING SOUTH, 5.5 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 LB0956'NORTHEAST OF A FENCE LINE AND ABOUT LEVEL WITH THE ROAD.  A
 LB0956'STANDARD DISK, STAMPED K 146 1946 AND SET IN THE TOP OF A CONCRETE
 LB0956'POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0956
 LB0956                          STATION RECOVERY (2002)
 LB0956
 LB0956'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0956'GOOD CONDITION, FOUND 1 FOOT OFF EDGE OF ASPHALT PAVEMENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1033 ***********************************************************************
 LB1033  DESIGNATION -  K 147
 LB1033  PID         -  LB1033
 LB1033  STATE/COUNTY-  IN/CARROLL
 LB1033  COUNTRY     -  US
 LB1033  USGS QUAD   -  YEOMAN (2019)
 LB1033
 LB1033                         *CURRENT SURVEY CONTROL
 LB1033  ______________________________________________________________________
 LB1033* NAD 83(1986) POSITION- 40 41 35.     (N) 086 44 24.     (W)   SCALED
 LB1033* NAVD 88 ORTHO HEIGHT -   204.622 (meters)      671.33  (feet) ADJUSTED
 LB1033  ______________________________________________________________________
 LB1033  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 LB1033  DYNAMIC HEIGHT  -        204.526 (meters)      671.02  (feet) COMP
 LB1033  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LB1033
 LB1033  VERT ORDER      -  SECOND    CLASS 0
 LB1033
 LB1033.The horizontal coordinates were scaled from a map and have
 LB1033.an estimated accuracy of +/- 6 seconds.
 LB1033
 LB1033.The orthometric height was determined by differential leveling and
 LB1033.adjusted by the NATIONAL GEODETIC SURVEY
 LB1033.in June 1991.
 LB1033
 LB1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1033.GEOID18 height accuracy estimate available here.
 LB1033
 LB1033.Click photographs - Photos may exist for this station.
 LB1033
 LB1033.The dynamic height is computed by dividing the NAVD 88
 LB1033.geopotential number by the normal gravity value computed on the
 LB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1033.degrees latitude (g = 980.6199 gals.).
 LB1033
 LB1033.The modeled gravity was interpolated from observed gravity values.
 LB1033
 LB1033;                    North         East    Units  Estimated Accuracy
 LB1033;SPC IN W     -   604,530.      929,020.      MT  (+/- 180 meters Scaled)
 LB1033
 LB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219047(NAD 83)
 LB1033
 LB1033                          SUPERSEDED SURVEY CONTROL
 LB1033
 LB1033  NGVD 29 (??/??/92)  204.729  (m)          671.68   (f) ADJ UNCH    2 0
 LB1033
 LB1033.Superseded values are not recommended for survey control.
 LB1033
 LB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1033.See file dsdata.pdf to determine how the superseded data were derived.
 LB1033
 LB1033_MARKER: DB = BENCH MARK DISK
 LB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1033_STAMPING: K 147 1946
 LB1033_MARK LOGO: CGS
 LB1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1033+STABILITY: SURFACE MOTION
 LB1033
 LB1033  HISTORY     - Date     Condition        Report By
 LB1033  HISTORY     - 1946     MONUMENTED       CGS
 LB1033
 LB1033                          STATION DESCRIPTION
 LB1033
 LB1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1033'3.9 MI S FROM MONTICELLO.
 LB1033'ABOUT 3.9 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1033'COURT HOUSE AT MONTICELLO, ABOUT 0.7 MILE SOUTH OF PATTON, AT
 LB1033'A CROSS ROAD, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1033'26 FEET SOUTH F THE CENTER LINE OF THE CROSS ROAD, 11 FEET
 LB1033'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF THE FENCE
 LB1033'LINE AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 LB1033'DISK, STAMPED K 147 1946 AND SET IN THE TOP OF A CONCRETE
 LB1033'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0477 ***********************************************************************
 ME0477  DESIGNATION -  K 149 RESET
 ME0477  PID         -  ME0477
 ME0477  STATE/COUNTY-  IN/LA PORTE
 ME0477  COUNTRY     -  US
 ME0477  USGS QUAD   -  WANATAH (2019)
 ME0477
 ME0477                         *CURRENT SURVEY CONTROL
 ME0477  ______________________________________________________________________
 ME0477* NAD 83(1986) POSITION- 41 27 37.     (N) 086 53 30.     (W)   SCALED
 ME0477* NAVD 88 ORTHO HEIGHT -   226.75  (meters)      743.9   (feet) RESET
 ME0477  ______________________________________________________________________
 ME0477  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 ME0477  VERT ORDER      -  THIRD
 ME0477
 ME0477.The horizontal coordinates were scaled from a map and have
 ME0477.an estimated accuracy of +/- 6 seconds.
 ME0477
 ME0477.The orthometric height was computed from unverified reset data.
 ME0477
 ME0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0477.GEOID18 height accuracy estimate available here.
 ME0477
 ME0477.Click photographs - Photos may exist for this station.
 ME0477
 ME0477;                    North         East    Units  Estimated Accuracy
 ME0477;SPC IN W     -   689,690.      916,010.      MT  (+/- 180 meters Scaled)
 ME0477
 ME0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090898(NAD 83)
 ME0477
 ME0477                          SUPERSEDED SURVEY CONTROL
 ME0477
 ME0477  NGVD 29 (??/??/??)  226.83   (m)          744.2    (f) RESET       3  
 ME0477
 ME0477.Superseded values are not recommended for survey control.
 ME0477
 ME0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0477.See file dsdata.pdf to determine how the superseded data were derived.
 ME0477
 ME0477_MARKER: DB = BENCH MARK DISK
 ME0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0477_SP_SET: BRIDGE
 ME0477_STAMPING: K 149 RESET 1960
 ME0477_MARK LOGO: CGS
 ME0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0477
 ME0477  HISTORY     - Date     Condition        Report By
 ME0477  HISTORY     - 1960     MONUMENTED       INHD
 ME0477  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0477
 ME0477                          STATION DESCRIPTION
 ME0477
 ME0477'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 ME0477'1.8 MI N FROM WANATAH.
 ME0477'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0477'OF U.S. HIGHWAY 30 AT WANATAH, AND SET IN LIFTING INSERT HOLE
 ME0477'IN TOP OF WEST CURB OF WIDENED PORTION OF BRIDGE AT A POINT
 ME0477'3 FT-0 IN NORTH OF SOUTH END OF SAID CURB.
 ME0477
 ME0477                          STATION RECOVERY (1988)
 ME0477
 ME0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0260 ***********************************************************************
 MD0260  DESIGNATION -  K 15
 MD0260  PID         -  MD0260
 MD0260  STATE/COUNTY-  IN/ALLEN
 MD0260  COUNTRY     -  US
 MD0260  USGS QUAD   -  MAPLES (2019)
 MD0260
 MD0260                         *CURRENT SURVEY CONTROL
 MD0260  ______________________________________________________________________
 MD0260* NAD 83(1986) POSITION- 41 04 18.     (N) 084 57 15.     (W)   SCALED
 MD0260* NAVD 88 ORTHO HEIGHT -   234.578 (meters)      769.61  (feet) ADJUSTED
 MD0260  ______________________________________________________________________
 MD0260  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 MD0260  DYNAMIC HEIGHT  -        234.483 (meters)      769.30  (feet) COMP
 MD0260  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 MD0260
 MD0260  VERT ORDER      -  FIRST     CLASS I
 MD0260
 MD0260.The horizontal coordinates were scaled from a map and have
 MD0260.an estimated accuracy of +/- 6 seconds.
 MD0260
 MD0260.The orthometric height was determined by differential leveling and
 MD0260.adjusted by the NATIONAL GEODETIC SURVEY
 MD0260.in June 1991.
 MD0260
 MD0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0260.GEOID18 height accuracy estimate available here.
 MD0260
 MD0260.Click photographs - Photos may exist for this station.
 MD0260
 MD0260.The dynamic height is computed by dividing the NAVD 88
 MD0260.geopotential number by the normal gravity value computed on the
 MD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0260.degrees latitude (g = 980.6199 gals.).
 MD0260
 MD0260.The modeled gravity was interpolated from observed gravity values.
 MD0260
 MD0260;                    North         East    Units  Estimated Accuracy
 MD0260;SPC IN E     -   646,760.      159,880.      MT  (+/- 180 meters Scaled)
 MD0260
 MD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL718487(NAD 83)
 MD0260
 MD0260                          SUPERSEDED SURVEY CONTROL
 MD0260
 MD0260  NGVD 29 (01/19/93)  234.732  (m)          770.12   (f) ADJUSTED    1 1
 MD0260  NGVD 29 (??/??/92)  234.732  (m)          770.12   (f) SUPERSEDED  1 1
 MD0260
 MD0260.Superseded values are not recommended for survey control.
 MD0260
 MD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0260.See file dsdata.pdf to determine how the superseded data were derived.
 MD0260
 MD0260_MARKER: DB = BENCH MARK DISK
 MD0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0260_STAMPING: K 15 1930 770.117
 MD0260_MARK LOGO: CGS
 MD0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0260+STABILITY: SURFACE MOTION
 MD0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0260+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0260
 MD0260  HISTORY     - Date     Condition        Report By
 MD0260  HISTORY     - 1930     MONUMENTED       CGS
 MD0260  HISTORY     - 1968     GOOD             CGS
 MD0260  HISTORY     - 19921015 GOOD             NGS
 MD0260
 MD0260                          STATION DESCRIPTION
 MD0260
 MD0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0260'3.3 MI E FROM NEW HAVEN.
 MD0260'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0260'OF U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, 0.2 MILE WEST OF
 MD0260'THE ENTRANCE TO THE GSA CASAD DEPOT, ALONG THE NORFOLK AND
 MD0260'WESTERN RAILWAY, AT AN OLD ABANDONED ROAD CROSSING, 44 FEET NORTH
 MD0260'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF THE SOUTH
 MD0260'RAIL, 20 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 23 FEET
 MD0260'NORTHEAST OF THE CENTER OF THE EAST END OF AN 18-INCH PIPE
 MD0260'CULVERT UNDER THE OLD ROAD, 2 FEET WEST OF A METAL WITNESS POST,
 MD0260'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 MD0260'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MD0260
 MD0260                          STATION RECOVERY (1992)
 MD0260
 MD0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0260'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0260'U.S. HIGHWAY 24 IN NEW HAVEN, 31.4 M (103.0 FT) WEST OF UTILITY POLE
 MD0260'NUMBER 17, 13.7 M (44.9 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 MD0260'CENTERLINE, 9.9 M (32.5 FT) SOUTH OF THE NEAR RAIL OF THE NORFOLK
 MD0260'SOUTHERN RAILROAD, 4.8 M (15.7 FT) EAST OF THE CENTER OF AN ABANDONED
 MD0260'ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 MD0260'PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1529 ***********************************************************************
 JZ1529  DESIGNATION -  K 15
 JZ1529  PID         -  JZ1529
 JZ1529  STATE/COUNTY-  IN/WAYNE
 JZ1529  COUNTRY     -  US
 JZ1529  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1529
 JZ1529                         *CURRENT SURVEY CONTROL
 JZ1529  ______________________________________________________________________
 JZ1529* NAD 83(1986) POSITION- 39 48 46.     (N) 085 10 03.     (W)   SCALED
 JZ1529* NAVD 88 ORTHO HEIGHT -   282.651 (meters)      927.33  (feet) ADJUSTED
 JZ1529  ______________________________________________________________________
 JZ1529  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 JZ1529  DYNAMIC HEIGHT  -        282.488 (meters)      926.80  (feet) COMP
 JZ1529  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 JZ1529
 JZ1529  VERT ORDER      -  SECOND    CLASS 0
 JZ1529
 JZ1529.The horizontal coordinates were scaled from a map and have
 JZ1529.an estimated accuracy of +/- 6 seconds.
 JZ1529
 JZ1529.The orthometric height was determined by differential leveling and
 JZ1529.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1529.in June 1991.
 JZ1529
 JZ1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1529.GEOID18 height accuracy estimate available here.
 JZ1529
 JZ1529.Click photographs - Photos may exist for this station.
 JZ1529
 JZ1529.The dynamic height is computed by dividing the NAVD 88
 JZ1529.geopotential number by the normal gravity value computed on the
 JZ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1529.degrees latitude (g = 980.6199 gals.).
 JZ1529
 JZ1529.The modeled gravity was interpolated from observed gravity values.
 JZ1529
 JZ1529;                    North         East    Units  Estimated Accuracy
 JZ1529;SPC IN E     -   506,850.      142,740.      MT  (+/- 180 meters Scaled)
 JZ1529
 JZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK568085(NAD 83)
 JZ1529
 JZ1529                          SUPERSEDED SURVEY CONTROL
 JZ1529
 JZ1529  NGVD 29 (??/??/92)  282.791  (m)          927.79   (f) ADJ UNCH    2 0
 JZ1529
 JZ1529.Superseded values are not recommended for survey control.
 JZ1529
 JZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1529.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1529
 JZ1529_MARKER: DD = SURVEY DISK
 JZ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1529_STAMPING: K 15 1928
 JZ1529_MARK LOGO: USGS
 JZ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1529+STABILITY: SURFACE MOTION
 JZ1529
 JZ1529  HISTORY     - Date     Condition        Report By
 JZ1529  HISTORY     - 1928     MONUMENTED       USGS
 JZ1529  HISTORY     - 1947     GOOD             CGS
 JZ1529
 JZ1529                          STATION DESCRIPTION
 JZ1529
 JZ1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1529'AT CAMBRIDGE CITY.
 JZ1529'AT CAMBRIDGE CITY, NEAR THE SOUTHEAST CORNER OF THE YARD AT
 JZ1529'CENTRAL SCHOOL BUILDING, 43 FEET NORTH OF THE NORTH CURB OF U.S.
 JZ1529'HIGHWAY 40, 72.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 JZ1529'THE BUILDING, 18 FEET WEST OF THE CENTER LINE OF AN ALLEY AND
 JZ1529'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JZ1529'PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0554 ***********************************************************************
 ME0554  DESIGNATION -  K 150
 ME0554  PID         -  ME0554
 ME0554  STATE/COUNTY-  IN/LA PORTE
 ME0554  COUNTRY     -  US
 ME0554  USGS QUAD   -  HANNA (2019)
 ME0554
 ME0554                         *CURRENT SURVEY CONTROL
 ME0554  ______________________________________________________________________
 ME0554* NAD 83(1986) POSITION- 41 25 07.     (N) 086 49 32.     (W)   SCALED
 ME0554* NAVD 88 ORTHO HEIGHT -   219.557 (meters)      720.33  (feet) ADJUSTED
 ME0554  ______________________________________________________________________
 ME0554  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 ME0554  DYNAMIC HEIGHT  -        219.467 (meters)      720.03  (feet) COMP
 ME0554  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 ME0554
 ME0554  VERT ORDER      -  FIRST     CLASS I
 ME0554
 ME0554.The horizontal coordinates were scaled from a map and have
 ME0554.an estimated accuracy of +/- 6 seconds.
 ME0554
 ME0554.The orthometric height was determined by differential leveling and
 ME0554.adjusted by the NATIONAL GEODETIC SURVEY
 ME0554.in April 1995.
 ME0554
 ME0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0554.GEOID18 height accuracy estimate available here.
 ME0554
 ME0554.Click photographs - Photos may exist for this station.
 ME0554
 ME0554.The dynamic height is computed by dividing the NAVD 88
 ME0554.geopotential number by the normal gravity value computed on the
 ME0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0554.degrees latitude (g = 980.6199 gals.).
 ME0554
 ME0554.The modeled gravity was interpolated from observed gravity values.
 ME0554
 ME0554;                    North         East    Units  Estimated Accuracy
 ME0554;SPC IN W     -   685,080.      921,550.      MT  (+/- 180 meters Scaled)
 ME0554
 ME0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL145852(NAD 83)
 ME0554
 ME0554                          SUPERSEDED SURVEY CONTROL
 ME0554
 ME0554  NAVD 88 (06/15/91)  219.561  (m)          720.34   (f) SUPERSEDED  1 1
 ME0554  NGVD 29 (01/19/93)  219.658  (m)          720.66   (f) ADJUSTED    1 1
 ME0554  NGVD 29 (??/??/92)  219.658  (m)          720.66   (f) SUPERSEDED  1 1
 ME0554
 ME0554.Superseded values are not recommended for survey control.
 ME0554
 ME0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0554.See file dsdata.pdf to determine how the superseded data were derived.
 ME0554
 ME0554_MARKER: DB = BENCH MARK DISK
 ME0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0554_STAMPING: K 150 1946
 ME0554_MARK LOGO: CGS
 ME0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0554+STABILITY: SURFACE MOTION
 ME0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0554+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0554
 ME0554  HISTORY     - Date     Condition        Report By
 ME0554  HISTORY     - 1946     MONUMENTED       CGS
 ME0554  HISTORY     - 1968     GOOD             CGS
 ME0554  HISTORY     - 19920907 GOOD             NGS
 ME0554  HISTORY     - 20071103 POOR             GEOCAC
 ME0554
 ME0554                          STATION DESCRIPTION
 ME0554
 ME0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0554'2.4 MI W FROM HANNA.
 ME0554'ABOUT 2.4 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0554'CROSSING OF THOMPSON STREET AT HANNA, ABOUT 0.4 MILE EAST OF THE
 ME0554'CROSSING OF COUNTY ROAD NO. 700 WEST, 34.7 FEET NORTH OF THE NORTH
 ME0554'RAIL OF THE WESTBOUND TRACK, 43 FEET SOUTH OF THE CENTER LINE OF
 ME0554'ALTERNATE U.S. HIGHWAY 30, 14 FEET NORTH OF MILEPOST 411, 1 FOOT
 ME0554'EAST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK
 ME0554'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 ME0554'THE LEVEL OF THE GROUND.  SEC 1, T 34 N, R 4 W.
 ME0554
 ME0554                          STATION RECOVERY (1992)
 ME0554
 ME0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0554'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0554'IN HANNA, THENCE 3.9 KM (2.40 MI) WESTERLY ALONG OLD HIGHWAY 30, 14.8
 ME0554'M (48.6 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 13.0 M
 ME0554'(42.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) NORTH OF
 ME0554'MILEPOST 411, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.2 M
 ME0554'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ME0554'GROUND SURFACE.
 ME0554
 ME0554                          STATION RECOVERY (2007)
 ME0554
 ME0554'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0554'HALF OF DISK SHEARED OFF.  CENTER OF DISK STILL THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0774 ***********************************************************************
 ME0774  DESIGNATION -  K 152
 ME0774  PID         -  ME0774
 ME0774  STATE/COUNTY-  IN/LA PORTE
 ME0774  COUNTRY     -  US
 ME0774  USGS QUAD   -  LAPORTE WEST (2019)
 ME0774
 ME0774                         *CURRENT SURVEY CONTROL
 ME0774  ______________________________________________________________________
 ME0774* NAD 83(1986) POSITION- 41 35 31.     (N) 086 48 42.     (W)   SCALED
 ME0774* NAVD 88 ORTHO HEIGHT -   253.139 (meters)      830.51  (feet) ADJUSTED
 ME0774  ______________________________________________________________________
 ME0774  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME0774  DYNAMIC HEIGHT  -        253.041 (meters)      830.19  (feet) COMP
 ME0774  MODELED GRAVITY -    980,228.6   (mgal)                       NAVD 88
 ME0774
 ME0774  VERT ORDER      -  SECOND    CLASS 0
 ME0774
 ME0774.The horizontal coordinates were scaled from a map and have
 ME0774.an estimated accuracy of +/- 6 seconds.
 ME0774
 ME0774.The orthometric height was determined by differential leveling and
 ME0774.adjusted by the NATIONAL GEODETIC SURVEY
 ME0774.in June 1991.
 ME0774
 ME0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0774.GEOID18 height accuracy estimate available here.
 ME0774
 ME0774.Click photographs - Photos may exist for this station.
 ME0774
 ME0774.The dynamic height is computed by dividing the NAVD 88
 ME0774.geopotential number by the normal gravity value computed on the
 ME0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0774.degrees latitude (g = 980.6199 gals.).
 ME0774
 ME0774.The modeled gravity was interpolated from observed gravity values.
 ME0774
 ME0774;                    North         East    Units  Estimated Accuracy
 ME0774;SPC IN W     -   704,330.      922,650.      MT  (+/- 180 meters Scaled)
 ME0774
 ME0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM156044(NAD 83)
 ME0774
 ME0774                          SUPERSEDED SURVEY CONTROL
 ME0774
 ME0774  NGVD 29 (??/??/92)  253.236  (m)          830.83   (f) ADJ UNCH    2 0
 ME0774
 ME0774.Superseded values are not recommended for survey control.
 ME0774
 ME0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0774.See file dsdata.pdf to determine how the superseded data were derived.
 ME0774
 ME0774_MARKER: DB = BENCH MARK DISK
 ME0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0774_STAMPING: K 152 1946
 ME0774_MARK LOGO: CGS
 ME0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0774+STABILITY: SURFACE MOTION
 ME0774
 ME0774  HISTORY     - Date     Condition        Report By
 ME0774  HISTORY     - 1946     MONUMENTED       CGS
 ME0774  HISTORY     - 1958     POOR             USGS
 ME0774
 ME0774                          STATION DESCRIPTION
 ME0774
 ME0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0774'3.1 MI NE FROM PIN HOOK.
 ME0774'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE OLD
 ME0774'SCHOOL BUILDING AT PIN HOOK, LA PORTE COUNTY, ON A HIGHWAY
 ME0774'CURVE WITH TANGENTS EAST AND SOUTHWEST, AT THE JUNCTION OF THE
 ME0774'HIGHWAY, A GRAVEL ROAD LEADING WEST, AND A CINDER ROAD LEADING
 ME0774'NORTH, IN THE Y BETWEEN THE HIGHWAY AND THE GRAVEL ROAD, 67 FEET
 ME0774'WEST OF THE CENTER OF THE JUNCTION OF THE CINDER ROAD, 63 FEET
 ME0774'NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 ME0774'CENTER LINE OF THE GRAVEL ROAD, 10.5 FEET SOUTHEAST OF A TELEPHONE
 ME0774'POLE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ME0774'LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED K 152 1946 AND
 ME0774'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ME0774'ABOVE GROUND.
 ME0774
 ME0774                          STATION RECOVERY (1958)
 ME0774
 ME0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0774'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0484 ***********************************************************************
 ME0484  DESIGNATION -  K 153
 ME0484  PID         -  ME0484
 ME0484  STATE/COUNTY-  IN/LA PORTE
 ME0484  COUNTRY     -  US
 ME0484  USGS QUAD   -  HANNA (2019)
 ME0484
 ME0484                         *CURRENT SURVEY CONTROL
 ME0484  ______________________________________________________________________
 ME0484* NAD 83(1986) POSITION- 41 29 29.     (N) 086 48 56.     (W)   SCALED
 ME0484* NAVD 88 ORTHO HEIGHT -   228.191 (meters)      748.66  (feet) ADJUSTED
 ME0484  ______________________________________________________________________
 ME0484  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0484  DYNAMIC HEIGHT  -        228.100 (meters)      748.36  (feet) COMP
 ME0484  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 ME0484
 ME0484  VERT ORDER      -  SECOND    CLASS 0
 ME0484
 ME0484.The horizontal coordinates were scaled from a map and have
 ME0484.an estimated accuracy of +/- 6 seconds.
 ME0484
 ME0484.The orthometric height was determined by differential leveling and
 ME0484.adjusted by the NATIONAL GEODETIC SURVEY
 ME0484.in June 1991.
 ME0484
 ME0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0484.GEOID18 height accuracy estimate available here.
 ME0484
 ME0484.Click photographs - Photos may exist for this station.
 ME0484
 ME0484.The dynamic height is computed by dividing the NAVD 88
 ME0484.geopotential number by the normal gravity value computed on the
 ME0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0484.degrees latitude (g = 980.6199 gals.).
 ME0484
 ME0484.The modeled gravity was interpolated from observed gravity values.
 ME0484
 ME0484;                    North         East    Units  Estimated Accuracy
 ME0484;SPC IN W     -   693,160.      922,360.      MT  (+/- 180 meters Scaled)
 ME0484
 ME0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL153933(NAD 83)
 ME0484
 ME0484                          SUPERSEDED SURVEY CONTROL
 ME0484
 ME0484  NGVD 29 (??/??/92)  228.287  (m)          748.97   (f) ADJ UNCH    2 0
 ME0484
 ME0484.Superseded values are not recommended for survey control.
 ME0484
 ME0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0484.See file dsdata.pdf to determine how the superseded data were derived.
 ME0484
 ME0484_MARKER: DB = BENCH MARK DISK
 ME0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0484_STAMPING: K 153 1946
 ME0484_MARK LOGO: CGS
 ME0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0484+STABILITY: SURFACE MOTION
 ME0484
 ME0484  HISTORY     - Date     Condition        Report By
 ME0484  HISTORY     - 1946     MONUMENTED       CGS
 ME0484  HISTORY     - 1989     GOOD             USPSQD
 ME0484  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0484
 ME0484                          STATION DESCRIPTION
 ME0484
 ME0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0484'2 MI W FROM UNION MILLS.
 ME0484'ABOUT 2.0 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 ME0484'UNION MILLS, LA PORTE COUNTY, IN THE NORTHEAST QUARTER OF A
 ME0484'CROSSROADS, 40 FEET NORTH ACROSS THE ROAD FROM POWER POLE
 ME0484'4.5/047, 25 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 ME0484'ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 ME0484'5.5 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF THE FENCE, 2
 ME0484'FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET
 ME0484'LOWER THAN THE ROAD.  A BRONZE DISK, STAMPED K 153 1946 AND SET
 ME0484'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 ME0484'GROUND.
 ME0484
 ME0484                          STATION RECOVERY (1989)
 ME0484
 ME0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0484'RECOVERED IN GOOD CONDITION.
 ME0484
 ME0484                          STATION RECOVERY (2014)
 ME0484
 ME0484'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0798 ***********************************************************************
 ME0798  DESIGNATION -  K 154
 ME0798  PID         -  ME0798
 ME0798  STATE/COUNTY-  IN/LA PORTE
 ME0798  COUNTRY     -  US
 ME0798  USGS QUAD   -  STILLWELL (2019)
 ME0798
 ME0798                         *CURRENT SURVEY CONTROL
 ME0798  ______________________________________________________________________
 ME0798* NAD 83(1986) POSITION- 41 33 15.     (N) 086 36 27.     (W)   SCALED
 ME0798* NAVD 88 ORTHO HEIGHT -   222.862 (meters)      731.17  (feet) ADJUSTED
 ME0798  ______________________________________________________________________
 ME0798  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME0798  DYNAMIC HEIGHT  -        222.774 (meters)      730.88  (feet) COMP
 ME0798  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 ME0798
 ME0798  VERT ORDER      -  SECOND    CLASS 0
 ME0798
 ME0798.The horizontal coordinates were scaled from a map and have
 ME0798.an estimated accuracy of +/- 6 seconds.
 ME0798
 ME0798.The orthometric height was determined by differential leveling and
 ME0798.adjusted by the NATIONAL GEODETIC SURVEY
 ME0798.in June 1991.
 ME0798
 ME0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0798.GEOID18 height accuracy estimate available here.
 ME0798
 ME0798.Click photographs - Photos may exist for this station.
 ME0798
 ME0798.The dynamic height is computed by dividing the NAVD 88
 ME0798.geopotential number by the normal gravity value computed on the
 ME0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0798.degrees latitude (g = 980.6199 gals.).
 ME0798
 ME0798.The modeled gravity was interpolated from observed gravity values.
 ME0798
 ME0798;                    North         East    Units  Estimated Accuracy
 ME0798;SPC IN W     -   700,210.      939,700.      MT  (+/- 180 meters Scaled)
 ME0798
 ME0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM327003(NAD 83)
 ME0798
 ME0798                          SUPERSEDED SURVEY CONTROL
 ME0798
 ME0798  NGVD 29 (??/??/92)  222.968  (m)          731.52   (f) ADJ UNCH    2 0
 ME0798
 ME0798.Superseded values are not recommended for survey control.
 ME0798
 ME0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0798.See file dsdata.pdf to determine how the superseded data were derived.
 ME0798
 ME0798_MARKER: DB = BENCH MARK DISK
 ME0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0798_STAMPING: K 154 1946
 ME0798_MARK LOGO: CGS
 ME0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0798+STABILITY: SURFACE MOTION
 ME0798
 ME0798  HISTORY     - Date     Condition        Report By
 ME0798  HISTORY     - 1946     MONUMENTED       CGS
 ME0798
 ME0798                          STATION DESCRIPTION
 ME0798
 ME0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0798'AT STILLWELL.
 ME0798'AT STILLWELL, AT THE INTERSECTION OF THE GRAND TRUNK WESTERN
 ME0798'AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROADS, 15.5 FEET
 ME0798'SOUTHEAST OF THE SOUTHEAST RAIL OF THE GRAND TRUNK WESTERN
 ME0798'RAILROAD, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE N.Y.C.
 ME0798'AND ST. L. RR, 22 FEET NORTHWEST OF THE CENTER LINE OF A COUNTY
 ME0798'ROAD, 61 FEET SOUTH OF THE SOUTH CORNER OF THE RAILROAD STATION,
 ME0798'26 FEET EAST OF SEMAPHORE SIGNAL, 3.5 FEET SOUTHWEST OF A
 ME0798'TELEGRAPH POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 ME0798'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 ME0798'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0050 ***********************************************************************
 ME0050  DESIGNATION -  K 155
 ME0050  PID         -  ME0050
 ME0050  STATE/COUNTY-  IN/ST JOSEPH
 ME0050  COUNTRY     -  US
 ME0050  USGS QUAD   -  LYDICK (2019)
 ME0050
 ME0050                         *CURRENT SURVEY CONTROL
 ME0050  ______________________________________________________________________
 ME0050* NAD 83(1986) POSITION- 41 40 19.     (N) 086 27 10.     (W)   SCALED
 ME0050* NAVD 88 ORTHO HEIGHT -   221.939 (meters)      728.14  (feet) ADJUSTED
 ME0050  ______________________________________________________________________
 ME0050  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME0050  DYNAMIC HEIGHT  -        221.854 (meters)      727.87  (feet) COMP
 ME0050  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 ME0050
 ME0050  VERT ORDER      -  SECOND    CLASS 0
 ME0050
 ME0050.The horizontal coordinates were scaled from a map and have
 ME0050.an estimated accuracy of +/- 6 seconds.
 ME0050
 ME0050.The orthometric height was determined by differential leveling and
 ME0050.adjusted by the NATIONAL GEODETIC SURVEY
 ME0050.in June 1991.
 ME0050
 ME0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0050.GEOID18 height accuracy estimate available here.
 ME0050
 ME0050.Click photographs - Photos may exist for this station.
 ME0050
 ME0050.The dynamic height is computed by dividing the NAVD 88
 ME0050.geopotential number by the normal gravity value computed on the
 ME0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0050.degrees latitude (g = 980.6199 gals.).
 ME0050
 ME0050.The modeled gravity was interpolated from observed gravity values.
 ME0050
 ME0050;                    North         East    Units  Estimated Accuracy
 ME0050;SPC IN E     -   713,480.       34,540.      MT  (+/- 180 meters Scaled)
 ME0050
 ME0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455134(NAD 83)
 ME0050
 ME0050                          SUPERSEDED SURVEY CONTROL
 ME0050
 ME0050  NGVD 29 (??/??/92)  222.044  (m)          728.49   (f) ADJ UNCH    2 0
 ME0050
 ME0050.Superseded values are not recommended for survey control.
 ME0050
 ME0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0050.See file dsdata.pdf to determine how the superseded data were derived.
 ME0050
 ME0050_MARKER: DB = BENCH MARK DISK
 ME0050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0050_SP_SET: BOX CULVERT HEADWALL
 ME0050_STAMPING: K 155 1946
 ME0050_MARK LOGO: CGS
 ME0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0050+STABILITY: SURFACE MOTION
 ME0050
 ME0050  HISTORY     - Date     Condition        Report By
 ME0050  HISTORY     - 1946     MONUMENTED       CGS
 ME0050  HISTORY     - 1984     GOOD             USPSQD
 ME0050
 ME0050                          STATION DESCRIPTION
 ME0050
 ME0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0050'5.2 MI SE FROM NEW CARLISLE.
 ME0050'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION
 ME0050'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 2.8 MILES EAST ALONG
 ME0050'STATE HIGHWAY 2, AT THE JUNCTION WITH SNOWBERRY ROAD, SET IN
 ME0050'THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE
 ME0050'BOX CULVERT, 28 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 ME0050'LANE OF HIGHWAY 2, 58 FEET WEST OF THE CENTER LINE OF SNOWBERRY
 ME0050'ROAD AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.
 ME0050
 ME0050                          STATION RECOVERY (1984)
 ME0050
 ME0050'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0050'THERE IS NO LONGER A CONCRETE BOX CULVERT AT THIS LOCATION. CULVERT
 ME0050'HAS BEEN REPLACED BY A METAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2087 ***********************************************************************
 ME2087  DESIGNATION -  K 155 RESET
 ME2087  PID         -  ME2087
 ME2087  STATE/COUNTY-  IN/ST JOSEPH
 ME2087  COUNTRY     -  US
 ME2087  USGS QUAD   -  LYDICK (2019)
 ME2087
 ME2087                         *CURRENT SURVEY CONTROL
 ME2087  ______________________________________________________________________
 ME2087* NAD 83(1986) POSITION- 41 40 19.     (N) 086 27 10.     (W)   SCALED
 ME2087* NAVD 88 ORTHO HEIGHT -   221.46  (meters)      726.6   (feet) RESET
 ME2087  ______________________________________________________________________
 ME2087  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME2087  VERT ORDER      -  THIRD
 ME2087
 ME2087.The horizontal coordinates were scaled from a map and have
 ME2087.an estimated accuracy of +/- 6 seconds.
 ME2087
 ME2087.The orthometric height was computed from unverified reset data.
 ME2087
 ME2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2087.GEOID18 height accuracy estimate available here.
 ME2087
 ME2087.Click photographs - Photos may exist for this station.
 ME2087
 ME2087;                    North         East    Units  Estimated Accuracy
 ME2087;SPC IN E     -   713,480.       34,540.      MT  (+/- 180 meters Scaled)
 ME2087
 ME2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455134(NAD 83)
 ME2087
 ME2087                          SUPERSEDED SURVEY CONTROL
 ME2087
 ME2087  NGVD 29 (08/22/16)  221.57   (m)          726.9    (f) RESET       3  
 ME2087
 ME2087.Superseded values are not recommended for survey control.
 ME2087
 ME2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2087.See file dsdata.pdf to determine how the superseded data were derived.
 ME2087
 ME2087_MARKER: DV = VERTICAL CONTROL DISK
 ME2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2087_STAMPING: K 155 RESET 1980
 ME2087_MARK LOGO: NGS
 ME2087_PROJECTION: FLUSH
 ME2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2087+STABILITY: SURFACE MOTION
 ME2087
 ME2087  HISTORY     - Date     Condition        Report By
 ME2087  HISTORY     - 1980     MONUMENTED       NGS
 ME2087
 ME2087                          STATION DESCRIPTION
 ME2087
 ME2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ME2087'5.15 MI SE FROM NEW CARLISLE.
 ME2087'2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH U.S.
 ME2087'HIGHWAY 20 IN NEW CARLISLE, THENCE 2.8 MILES EAST ALONG STATE
 ME2087'HIGHWAY 2 TO JUNCTION WITH SNOWBERRY ROAD, 17 FEET WEST OF THE
 ME2087'CENTERLINE OF SNOWBERRY ROAD, AND 1.5 FEET SOUTH OF A POWERLINE
 ME2087'POLE NO. J248-18.
 ME2087'THE MARK IS 1 FT  N FROM A WITNESS POST.
 ME2087'THE MARK IS 1 FT BELOW SNOWBERRY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1393 ***********************************************************************
 ME1393  DESIGNATION -  K 156
 ME1393  PID         -  ME1393
 ME1393  STATE/COUNTY-  IN/JASPER
 ME1393  COUNTRY     -  US
 ME1393  USGS QUAD   -  GIFFORD (2019)
 ME1393
 ME1393                         *CURRENT SURVEY CONTROL
 ME1393  ______________________________________________________________________
 ME1393* NAD 83(1986) POSITION- 41 06 01.17   (N) 087 02 44.76   (W)   HD_HELD1
 ME1393* NAVD 88 ORTHO HEIGHT -   209.076 (meters)      685.94  (feet) ADJUSTED
 ME1393  ______________________________________________________________________
 ME1393  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME1393  DYNAMIC HEIGHT  -        208.986 (meters)      685.65  (feet) COMP
 ME1393  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 ME1393
 ME1393  VERT ORDER      -  SECOND    CLASS 0
 ME1393
 ME1393.The horizontal coordinates were determined by differentially corrected
 ME1393.hand held GPS observations or other comparable positioning techniques
 ME1393.and have an estimated accuracy of +/- 3 meters.
 ME1393
 ME1393.The orthometric height was determined by differential leveling and
 ME1393.adjusted by the NATIONAL GEODETIC SURVEY
 ME1393.in June 1991.
 ME1393
 ME1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1393.GEOID18 height accuracy estimate available here.
 ME1393
 ME1393.Click photographs - Photos may exist for this station.
 ME1393
 ME1393.The dynamic height is computed by dividing the NAVD 88
 ME1393.geopotential number by the normal gravity value computed on the
 ME1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1393.degrees latitude (g = 980.6199 gals.).
 ME1393
 ME1393.The modeled gravity was interpolated from observed gravity values.
 ME1393
 ME1393;                    North         East    Units  Estimated Accuracy
 ME1393;SPC IN W     -   649,700.1     903,155.8     MT  (+/- 3 meters HH1 GPS) 
 ME1393
 ME1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9615649895(NAD 83)
 ME1393
 ME1393                          SUPERSEDED SURVEY CONTROL
 ME1393
 ME1393  NGVD 29 (??/??/92)  209.170  (m)          686.25   (f) ADJ UNCH    2 0
 ME1393
 ME1393.Superseded values are not recommended for survey control.
 ME1393
 ME1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1393.See file dsdata.pdf to determine how the superseded data were derived.
 ME1393
 ME1393_MARKER: DB = BENCH MARK DISK
 ME1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1393_STAMPING: K 156 1946
 ME1393_MARK LOGO: CGS
 ME1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1393+STABILITY: SURFACE MOTION
 ME1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1393+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1393
 ME1393  HISTORY     - Date     Condition        Report By
 ME1393  HISTORY     - 1946     MONUMENTED       CGS
 ME1393  HISTORY     - 1968     GOOD             CGS
 ME1393  HISTORY     - 20120327 GOOD             IN-073
 ME1393
 ME1393                          STATION DESCRIPTION
 ME1393
 ME1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1393'7 MI S FROM WHEATFIELD.
 ME1393'ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1393'CENTRAL RAILROAD STATION AT WHEATFIELD, AT THE JUNCTION WITH A
 ME1393'ROAD (CO. RD. 600 N) LEADING EAST, 77 FEET EAST OF THE CENTER
 ME1393'LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF THE
 ME1393'SIDE ROAD, 43 FEET W OF A POWER POLE, 1 FOOT SOUTH OF A WIRE
 ME1393'FENCE LINE, ABOUT LEVEL WITH THE CENTER OF THE JUNCTION AND
 ME1393'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK IS
 ME1393'19 FEET WEST OF A CONCRETE RIGHT OF WAY POST, ONE FOOT W OF A
 ME1393'METAL WITNESS POST.
 ME1393
 ME1393                          STATION RECOVERY (1968)
 ME1393
 ME1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1393'RECOVERED IN GOOD CONDITION.
 ME1393
 ME1393                          STATION RECOVERY (2012)
 ME1393
 ME1393'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1397 ***********************************************************************
 ME1397  DESIGNATION -  K 157
 ME1397  PID         -  ME1397
 ME1397  STATE/COUNTY-  IN/JASPER
 ME1397  COUNTRY     -  US
 ME1397  USGS QUAD   -  GIFFORD (2019)
 ME1397
 ME1397                         *CURRENT SURVEY CONTROL
 ME1397  ______________________________________________________________________
 ME1397* NAD 83(1986) POSITION- 41 03 31.     (N) 087 02 00.     (W)   SCALED
 ME1397* NAVD 88 ORTHO HEIGHT -   207.051 (meters)      679.30  (feet) ADJUSTED
 ME1397  ______________________________________________________________________
 ME1397  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 ME1397  DYNAMIC HEIGHT  -        206.961 (meters)      679.00  (feet) COMP
 ME1397  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 ME1397
 ME1397  VERT ORDER      -  SECOND    CLASS 0
 ME1397
 ME1397.The horizontal coordinates were scaled from a map and have
 ME1397.an estimated accuracy of +/- 6 seconds.
 ME1397
 ME1397.The orthometric height was determined by differential leveling and
 ME1397.adjusted by the NATIONAL GEODETIC SURVEY
 ME1397.in June 1991.
 ME1397
 ME1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1397.GEOID18 height accuracy estimate available here.
 ME1397
 ME1397.Click photographs - Photos may exist for this station.
 ME1397
 ME1397.The dynamic height is computed by dividing the NAVD 88
 ME1397.geopotential number by the normal gravity value computed on the
 ME1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1397.degrees latitude (g = 980.6199 gals.).
 ME1397
 ME1397.The modeled gravity was interpolated from observed gravity values.
 ME1397
 ME1397;                    North         East    Units  Estimated Accuracy
 ME1397;SPC IN W     -   645,070.      904,200.      MT  (+/- 180 meters Scaled)
 ME1397
 ME1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971452(NAD 83)
 ME1397
 ME1397                          SUPERSEDED SURVEY CONTROL
 ME1397
 ME1397  NGVD 29 (??/??/92)  207.144  (m)          679.60   (f) ADJ UNCH    2 0
 ME1397
 ME1397.Superseded values are not recommended for survey control.
 ME1397
 ME1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1397.See file dsdata.pdf to determine how the superseded data were derived.
 ME1397
 ME1397_MARKER: DB = BENCH MARK DISK
 ME1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1397_STAMPING: K 157 1946
 ME1397_MARK LOGO: CGS
 ME1397_PROJECTION: RECESSED 10 CENTIMETERS
 ME1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1397+STABILITY: SURFACE MOTION
 ME1397
 ME1397  HISTORY     - Date     Condition        Report By
 ME1397  HISTORY     - 1946     MONUMENTED       CGS
 ME1397  HISTORY     - 1968     GOOD             CGS
 ME1397
 ME1397                          STATION DESCRIPTION
 ME1397
 ME1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1397'0.9 MI N FROM NEWLAND.
 ME1397'ABOUT 0.9 MILE NORTH ALONG A DIRT ROAD FROM THE CROSS ROADS
 ME1397'AT NEWLAND, AT THE SAVAGE FARM, ON THE NORTH SIDE OF THE POTATO
 ME1397'AND ONION STORAGE BARN, 89 FEET EAST OF THE NORTHWEST CORNER OF
 ME1397'THE CONCRETE BLOCK BUILDING, 65 FEET WEST OF THE NORTHEAST
 ME1397'CORNER, 1 FOOT NORTH OF THE NORTH WALL, ABOUT 160 FEET WEST OF
 ME1397'THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, SET IN THE TOP
 ME1397'OF A CONCRETE POST 4 INCHES UNDERGROUND.  MARK IS 1 FOOT W OF 7TH
 ME1397'CONCRETE BRACE FROM THE W END OF THE BUILDING.
 ME1397
 ME1397                          STATION RECOVERY (1968)
 ME1397
 ME1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1223 ***********************************************************************
 MD1223  DESIGNATION -  K 158
 MD1223  PID         -  MD1223
 MD1223  STATE/COUNTY-  IN/KOSCIUSKO
 MD1223  COUNTRY     -  US
 MD1223  USGS QUAD   -  LEESBURG (2019)
 MD1223
 MD1223                         *CURRENT SURVEY CONTROL
 MD1223  ______________________________________________________________________
 MD1223* NAD 83(1986) POSITION- 41 18 39.     (N) 085 45 12.     (W)   SCALED
 MD1223* NAVD 88 ORTHO HEIGHT -   259.451 (meters)      851.22  (feet) ADJUSTED
 MD1223  ______________________________________________________________________
 MD1223  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1223  DYNAMIC HEIGHT  -        259.343 (meters)      850.86  (feet) COMP
 MD1223  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 MD1223
 MD1223  VERT ORDER      -  SECOND    CLASS 0
 MD1223
 MD1223.The horizontal coordinates were scaled from a map and have
 MD1223.an estimated accuracy of +/- 6 seconds.
 MD1223
 MD1223.The orthometric height was determined by differential leveling and
 MD1223.adjusted by the NATIONAL GEODETIC SURVEY
 MD1223.in June 1991.
 MD1223
 MD1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1223.GEOID18 height accuracy estimate available here.
 MD1223
 MD1223.Click photographs - Photos may exist for this station.
 MD1223
 MD1223.The dynamic height is computed by dividing the NAVD 88
 MD1223.geopotential number by the normal gravity value computed on the
 MD1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1223.degrees latitude (g = 980.6199 gals.).
 MD1223
 MD1223.The modeled gravity was interpolated from observed gravity values.
 MD1223
 MD1223;                    North         East    Units  Estimated Accuracy
 MD1223;SPC IN E     -   673,080.       92,740.      MT  (+/- 180 meters Scaled)
 MD1223
 MD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043740(NAD 83)
 MD1223
 MD1223                          SUPERSEDED SURVEY CONTROL
 MD1223
 MD1223  NGVD 29 (??/??/92)  259.580  (m)          851.64   (f) ADJ UNCH    2 0
 MD1223
 MD1223.Superseded values are not recommended for survey control.
 MD1223
 MD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1223.See file dsdata.pdf to determine how the superseded data were derived.
 MD1223
 MD1223_MARKER: DB = BENCH MARK DISK
 MD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1223_STAMPING: K 158 1946
 MD1223_MARK LOGO: CGS
 MD1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1223+STABILITY: SURFACE MOTION
 MD1223
 MD1223  HISTORY     - Date     Condition        Report By
 MD1223  HISTORY     - 1946     MONUMENTED       CGS
 MD1223  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1223  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1223
 MD1223                          STATION DESCRIPTION
 MD1223
 MD1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1223'2.1 MI E FROM OSWEGO.
 MD1223'2.1 MILES EAST ALONG A PAVED ROAD FROM THE TIPPECANOE RIVER
 MD1223'BRIDGE AT OSWEGO, AT THE JUNCTION OF A ROAD LEADING SOUTH, 28
 MD1223'FEET WEST OF THE CENTER LINE OF THE PAVED ROAD SOUTH, 27 FEET
 MD1223'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 22 FEET NORTHWEST OF
 MD1223'A FENCE CORNER POST, 14 FEET SOUTHEAST OF A FENCE CORNER POST,
 MD1223'1 FOOT NORTHEAST OF THE FENCE, ABOUT LEVEL WITH THE ROADS, AND
 MD1223'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1223
 MD1223                          STATION RECOVERY (1990)
 MD1223
 MD1223'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1223'MARK NOT FOUND.
 MD1223
 MD1223                          STATION RECOVERY (1997)
 MD1223
 MD1223'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1141 ***********************************************************************
 MD1141  DESIGNATION -  K 159
 MD1141  PID         -  MD1141
 MD1141  STATE/COUNTY-  IN/KOSCIUSKO
 MD1141  COUNTRY     -  US
 MD1141  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1141
 MD1141                         *CURRENT SURVEY CONTROL
 MD1141  ______________________________________________________________________
 MD1141* NAD 83(1986) POSITION- 41 25 07.     (N) 085 42 51.     (W)   SCALED
 MD1141* NAVD 88 ORTHO HEIGHT -   264.973 (meters)      869.33  (feet) ADJUSTED
 MD1141  ______________________________________________________________________
 MD1141  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 MD1141  DYNAMIC HEIGHT  -        264.864 (meters)      868.97  (feet) COMP
 MD1141  MODELED GRAVITY -    980,204.9   (mgal)                       NAVD 88
 MD1141
 MD1141  VERT ORDER      -  SECOND    CLASS 0
 MD1141
 MD1141.The horizontal coordinates were scaled from a map and have
 MD1141.an estimated accuracy of +/- 6 seconds.
 MD1141
 MD1141.The orthometric height was determined by differential leveling and
 MD1141.adjusted by the NATIONAL GEODETIC SURVEY
 MD1141.in June 1991.
 MD1141
 MD1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1141.GEOID18 height accuracy estimate available here.
 MD1141
 MD1141.Click photographs - Photos may exist for this station.
 MD1141
 MD1141.The dynamic height is computed by dividing the NAVD 88
 MD1141.geopotential number by the normal gravity value computed on the
 MD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1141.degrees latitude (g = 980.6199 gals.).
 MD1141
 MD1141.The modeled gravity was interpolated from observed gravity values.
 MD1141
 MD1141;                    North         East    Units  Estimated Accuracy
 MD1141;SPC IN E     -   685,050.       96,030.      MT  (+/- 180 meters Scaled)
 MD1141
 MD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL074860(NAD 83)
 MD1141
 MD1141                          SUPERSEDED SURVEY CONTROL
 MD1141
 MD1141  NGVD 29 (??/??/92)  265.098  (m)          869.74   (f) ADJ UNCH    2 0
 MD1141
 MD1141.Superseded values are not recommended for survey control.
 MD1141
 MD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1141.See file dsdata.pdf to determine how the superseded data were derived.
 MD1141
 MD1141_MARKER: DB = BENCH MARK DISK
 MD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1141_STAMPING: K 159 1946
 MD1141_MARK LOGO: CGS
 MD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1141+STABILITY: SURFACE MOTION
 MD1141
 MD1141  HISTORY     - Date     Condition        Report By
 MD1141  HISTORY     - 1946     MONUMENTED       CGS
 MD1141
 MD1141                          STATION DESCRIPTION
 MD1141
 MD1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1141'1.6 MI E FROM SYRACUSE.
 MD1141'1.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD1141'STATION AT SYRACUSE, ABOUT 0.55 MILE WEST OF THE STATION AT
 MD1141'WAWASEE, AT A PAVED ROAD CROSSING, 53 FEET WEST OF POLE NO.
 MD1141'158/50, 37.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 31
 MD1141'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 9.6 FEET EAST
 MD1141'OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST
 MD1141'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 MD1141'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1243 ***********************************************************************
 LB1243  DESIGNATION -  K 16
 LB1243  PID         -  LB1243
 LB1243  STATE/COUNTY-  IN/BENTON
 LB1243  COUNTRY     -  US
 LB1243  USGS QUAD   -  EARL PARK (2019)
 LB1243
 LB1243                         *CURRENT SURVEY CONTROL
 LB1243  ______________________________________________________________________
 LB1243* NAD 83(1986) POSITION- 40 40 44.     (N) 087 26 59.     (W)   SCALED
 LB1243* NAVD 88 ORTHO HEIGHT -   231.160 (meters)      758.40  (feet) ADJUSTED
 LB1243  ______________________________________________________________________
 LB1243  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 LB1243  DYNAMIC HEIGHT  -        231.051 (meters)      758.04  (feet) COMP
 LB1243  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LB1243
 LB1243  VERT ORDER      -  FIRST     CLASS II
 LB1243
 LB1243.The horizontal coordinates were scaled from a map and have
 LB1243.an estimated accuracy of +/- 6 seconds.
 LB1243
 LB1243.The orthometric height was determined by differential leveling and
 LB1243.adjusted by the NATIONAL GEODETIC SURVEY
 LB1243.in June 1991.
 LB1243
 LB1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1243.GEOID18 height accuracy estimate available here.
 LB1243
 LB1243.Click photographs - Photos may exist for this station.
 LB1243
 LB1243.The dynamic height is computed by dividing the NAVD 88
 LB1243.geopotential number by the normal gravity value computed on the
 LB1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1243.degrees latitude (g = 980.6199 gals.).
 LB1243
 LB1243.The modeled gravity was interpolated from observed gravity values.
 LB1243
 LB1243;                    North         East    Units  Estimated Accuracy
 LB1243;SPC IN W     -   602,960.      869,030.      MT  (+/- 180 meters Scaled)
 LB1243
 LB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL619032(NAD 83)
 LB1243
 LB1243                          SUPERSEDED SURVEY CONTROL
 LB1243
 LB1243  NGVD 29 (??/??/92)  231.209  (m)          758.56   (f) ADJ UNCH    1 2
 LB1243
 LB1243.Superseded values are not recommended for survey control.
 LB1243
 LB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1243.See file dsdata.pdf to determine how the superseded data were derived.
 LB1243
 LB1243_MARKER: DB = BENCH MARK DISK
 LB1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1243_STAMPING: K 16 1934
 LB1243_MARK LOGO: CGS
 LB1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1243+STABILITY: SURFACE MOTION
 LB1243
 LB1243  HISTORY     - Date     Condition        Report By
 LB1243  HISTORY     - 1934     MONUMENTED       CGS
 LB1243  HISTORY     - 1941     GOOD             CGS
 LB1243
 LB1243                          STATION DESCRIPTION
 LB1243
 LB1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB1243'1.7 MI S FROM SHEFF.
 LB1243'1.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1243'STATION AT SHEFF, BENTON COUNTY, 75 YARDS SOUTHEAST OF A GRAIN
 LB1243'ELEVATOR, 50 FEET SOUTH OF A DIRT-ROAD CROSSING, 30 FEET NORTHWEST
 LB1243'OF A WINDMILL, 71 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH
 LB1243'THE RAIL.  A STANDARD DISK, STAMPED K 16 1934 AND SET IN THE TOP
 LB1243'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1345 ***********************************************************************
 MD1345  DESIGNATION -  K 160
 MD1345  PID         -  MD1345
 MD1345  STATE/COUNTY-  IN/ELKHART
 MD1345  COUNTRY     -  US
 MD1345  USGS QUAD   -  GOSHEN (2019)
 MD1345
 MD1345                         *CURRENT SURVEY CONTROL
 MD1345  ______________________________________________________________________
 MD1345* NAD 83(1986) POSITION- 41 32 38.     (N) 085 49 32.     (W)   SCALED
 MD1345* NAVD 88 ORTHO HEIGHT -   247.333 (meters)      811.46  (feet) ADJUSTED
 MD1345  ______________________________________________________________________
 MD1345  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 MD1345  DYNAMIC HEIGHT  -        247.235 (meters)      811.14  (feet) COMP
 MD1345  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 MD1345
 MD1345  VERT ORDER      -  FIRST     CLASS II
 MD1345
 MD1345.The horizontal coordinates were scaled from a map and have
 MD1345.an estimated accuracy of +/- 6 seconds.
 MD1345
 MD1345.The orthometric height was determined by differential leveling and
 MD1345.adjusted by the NATIONAL GEODETIC SURVEY
 MD1345.in June 1991.
 MD1345
 MD1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1345.GEOID18 height accuracy estimate available here.
 MD1345
 MD1345.Click photographs - Photos may exist for this station.
 MD1345
 MD1345.The dynamic height is computed by dividing the NAVD 88
 MD1345.geopotential number by the normal gravity value computed on the
 MD1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1345.degrees latitude (g = 980.6199 gals.).
 MD1345
 MD1345.The modeled gravity was interpolated from observed gravity values.
 MD1345
 MD1345;                    North         East    Units  Estimated Accuracy
 MD1345;SPC IN E     -   698,970.       86,740.      MT  (+/- 180 meters Scaled)
 MD1345
 MD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL979998(NAD 83)
 MD1345
 MD1345                          SUPERSEDED SURVEY CONTROL
 MD1345
 MD1345  NGVD 29 (??/??/92)  247.455  (m)          811.86   (f) ADJ UNCH    1 2
 MD1345
 MD1345.Superseded values are not recommended for survey control.
 MD1345
 MD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1345.See file dsdata.pdf to determine how the superseded data were derived.
 MD1345
 MD1345_MARKER: DB = BENCH MARK DISK
 MD1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1345_STAMPING: K 160 1946
 MD1345_MARK LOGO: CGS
 MD1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1345+STABILITY: SURFACE MOTION
 MD1345
 MD1345  HISTORY     - Date     Condition        Report By
 MD1345  HISTORY     - 1946     MONUMENTED       CGS
 MD1345  HISTORY     - 1955     GOOD             CGS
 MD1345  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1345  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1345
 MD1345                          STATION DESCRIPTION
 MD1345
 MD1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1345'3.1 MI N FROM NEW PARIS.
 MD1345'ABOUT 3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1345'THE STATION AT NEW PARIS, ABOUT 2.95 MILES SOUTH FROM THE 9TH
 MD1345'STREET TOWER AT GOSHEN, AT A PRIVATE ROAD CROSSING, 0.1 MILE
 MD1345'NORTHEAST OF THE WATERFORD SCHOOL, 92.5 FEET NORTH OF POLE NO.
 MD1345'58/14, 25 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 MD1345'29 FEET EAST OF THE EAST RAIL OF THE TRACK, 17 FEET SOUTH OF A
 MD1345'FENCE CORNER, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET
 MD1345'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 MD1345'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 MD1345'INCHES.  NOTE-- DELETE THE REFERENCE TO POLE 58/14.
 MD1345
 MD1345                          STATION RECOVERY (1955)
 MD1345
 MD1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MD1345'RECOVERED IN GOOD CONDITION.
 MD1345
 MD1345                          STATION RECOVERY (1993)
 MD1345
 MD1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1345'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1345
 MD1345                          STATION RECOVERY (2018)
 MD1345
 MD1345'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1345'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0926 ***********************************************************************
 MD0926  DESIGNATION -  K 162
 MD0926  PID         -  MD0926
 MD0926  STATE/COUNTY-  IN/NOBLE
 MD0926  COUNTRY     -  US
 MD0926  USGS QUAD   -  ALBION (2019)
 MD0926
 MD0926                         *CURRENT SURVEY CONTROL
 MD0926  ______________________________________________________________________
 MD0926* NAD 83(1986) POSITION- 41 24 46.     (N) 085 25 26.     (W)   SCALED
 MD0926* NAVD 88 ORTHO HEIGHT -   288.210 (meters)      945.57  (feet) ADJUSTED
 MD0926  ______________________________________________________________________
 MD0926  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 MD0926  DYNAMIC HEIGHT  -        288.092 (meters)      945.18  (feet) COMP
 MD0926  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 MD0926
 MD0926  VERT ORDER      -  SECOND    CLASS 0
 MD0926
 MD0926.The horizontal coordinates were scaled from a map and have
 MD0926.an estimated accuracy of +/- 6 seconds.
 MD0926
 MD0926.The orthometric height was determined by differential leveling and
 MD0926.adjusted by the NATIONAL GEODETIC SURVEY
 MD0926.in June 1991.
 MD0926
 MD0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0926.GEOID18 height accuracy estimate available here.
 MD0926
 MD0926.Click photographs - Photos may exist for this station.
 MD0926
 MD0926.The dynamic height is computed by dividing the NAVD 88
 MD0926.geopotential number by the normal gravity value computed on the
 MD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0926.degrees latitude (g = 980.6199 gals.).
 MD0926
 MD0926.The modeled gravity was interpolated from observed gravity values.
 MD0926
 MD0926;                    North         East    Units  Estimated Accuracy
 MD0926;SPC IN E     -   684,430.      120,300.      MT  (+/- 180 meters Scaled)
 MD0926
 MD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317857(NAD 83)
 MD0926
 MD0926                          SUPERSEDED SURVEY CONTROL
 MD0926
 MD0926  NGVD 29 (??/??/92)  288.348  (m)          946.02   (f) ADJ UNCH    2 0
 MD0926
 MD0926.Superseded values are not recommended for survey control.
 MD0926
 MD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0926.See file dsdata.pdf to determine how the superseded data were derived.
 MD0926
 MD0926_MARKER: DB = BENCH MARK DISK
 MD0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0926_STAMPING: K 162 1946
 MD0926_MARK LOGO: CGS
 MD0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0926+STABILITY: SURFACE MOTION
 MD0926
 MD0926  HISTORY     - Date     Condition        Report By
 MD0926  HISTORY     - 1946     MONUMENTED       CGS
 MD0926  HISTORY     - 1962     GOOD             CGS
 MD0926  HISTORY     - 1962     GOOD             CGS
 MD0926
 MD0926                          STATION DESCRIPTION
 MD0926
 MD0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0926'1.2 MI N FROM ALBION.
 MD0926'ABOUT 1.2 MILES N ALONG NO. 9 INDIANA HWY. FROM THE COURTHOUSE
 MD0926'IN ALBION, 0.2 MILE N OF T-ROAD E, ABOUT 25 YARDS S OF CREST OF
 MD0926'HWY. GRADE, 28-1/2 FEET S OF PROJECTED PLANE OF S WALL OF
 MD0926'1-1/2-STORY FRAME HOUSE ON W SIDE OF ROAD, 18-1/2 FEET W OF
 MD0926'CENTER LINE OF HWY., ABOUT LEVEL WITH SAME, AND PROJECTING 0.1
 MD0926'FOOT ABOVE GROUND.
 MD0926
 MD0926                          STATION RECOVERY (1962)
 MD0926
 MD0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0878 ***********************************************************************
 MD0878  DESIGNATION -  K 163
 MD0878  PID         -  MD0878
 MD0878  STATE/COUNTY-  IN/NOBLE
 MD0878  COUNTRY     -  US
 MD0878  USGS QUAD   -  EGE (2019)
 MD0878
 MD0878                         *CURRENT SURVEY CONTROL
 MD0878  ______________________________________________________________________
 MD0878* NAD 83(1986) POSITION- 41 21 58.50   (N) 085 18 33.10   (W)   HD_HELD1
 MD0878* NAVD 88 ORTHO HEIGHT -   300.264 (meters)      985.12  (feet) ADJUSTED
 MD0878  ______________________________________________________________________
 MD0878  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 MD0878  DYNAMIC HEIGHT  -        300.145 (meters)      984.73  (feet) COMP
 MD0878  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 MD0878
 MD0878  VERT ORDER      -  SECOND    CLASS 0
 MD0878
 MD0878.The horizontal coordinates were determined by differentially corrected
 MD0878.hand held GPS observations or other comparable positioning techniques
 MD0878.and have an estimated accuracy of +/- 3 meters.
 MD0878
 MD0878.The orthometric height was determined by differential leveling and
 MD0878.adjusted by the NATIONAL GEODETIC SURVEY
 MD0878.in June 1991.
 MD0878
 MD0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0878.GEOID18 height accuracy estimate available here.
 MD0878
 MD0878.Click photographs - Photos may exist for this station.
 MD0878
 MD0878.The dynamic height is computed by dividing the NAVD 88
 MD0878.geopotential number by the normal gravity value computed on the
 MD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0878.degrees latitude (g = 980.6199 gals.).
 MD0878
 MD0878.The modeled gravity was interpolated from observed gravity values.
 MD0878
 MD0878;                    North         East    Units  Estimated Accuracy
 MD0878;SPC IN E     -   679,293.3     129,907.9     MT  (+/- 3 meters HH1 GPS) 
 MD0878
 MD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4141180794(NAD 83)
 MD0878
 MD0878                          SUPERSEDED SURVEY CONTROL
 MD0878
 MD0878  NGVD 29 (??/??/92)  300.406  (m)          985.58   (f) ADJ UNCH    2 0
 MD0878
 MD0878.Superseded values are not recommended for survey control.
 MD0878
 MD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0878.See file dsdata.pdf to determine how the superseded data were derived.
 MD0878
 MD0878_MARKER: DB = BENCH MARK DISK
 MD0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0878_STAMPING: K 163 1946
 MD0878_MARK LOGO: CGS
 MD0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0878+STABILITY: SURFACE MOTION
 MD0878
 MD0878  HISTORY     - Date     Condition        Report By
 MD0878  HISTORY     - 1946     MONUMENTED       CGS
 MD0878  HISTORY     - 1962     GOOD             CGS
 MD0878
 MD0878                          STATION DESCRIPTION
 MD0878
 MD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0878'3.8 MI W FROM AVILLA.
 MD0878'ABOUT 3.8 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE CROSSROADS
 MD0878'JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN CORNER IN
 MD0878'AVILLA, 126 FEET N OF CENTER LINE OF NO. 100 N ROAD, 19 FEET
 MD0878'W OF CENTER LINE OF GRAVELED NO. 600 E ROAD, ABOUT LEVEL WITH
 MD0878'SAME, 5 FEET N OF STEEL T-SECTION GATE POST, ONE FOOT E OF FENCE,
 MD0878'1-1/2 FEET S OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT
 MD0878'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1231 ***********************************************************************
 MD1231  DESIGNATION -  K 164
 MD1231  PID         -  MD1231
 MD1231  STATE/COUNTY-  IN/NOBLE
 MD1231  COUNTRY     -  US
 MD1231  USGS QUAD   -  ORMAS (2019)
 MD1231
 MD1231                         *CURRENT SURVEY CONTROL
 MD1231  ______________________________________________________________________
 MD1231* NAD 83(1986) POSITION- 41 18 09.24   (N) 085 35 58.52   (W)   HD_HELD1
 MD1231* NAVD 88 ORTHO HEIGHT -   276.063 (meters)      905.72  (feet) ADJUSTED
 MD1231  ______________________________________________________________________
 MD1231  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 MD1231  DYNAMIC HEIGHT  -        275.948 (meters)      905.34  (feet) COMP
 MD1231  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 MD1231
 MD1231  VERT ORDER      -  SECOND    CLASS 0
 MD1231
 MD1231.The horizontal coordinates were determined by differentially corrected
 MD1231.hand held GPS observations or other comparable positioning techniques
 MD1231.and have an estimated accuracy of +/- 3 meters.
 MD1231
 MD1231.The orthometric height was determined by differential leveling and
 MD1231.adjusted by the NATIONAL GEODETIC SURVEY
 MD1231.in June 1991.
 MD1231
 MD1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1231.GEOID18 height accuracy estimate available here.
 MD1231
 MD1231.Click photographs - Photos may exist for this station.
 MD1231
 MD1231.The dynamic height is computed by dividing the NAVD 88
 MD1231.geopotential number by the normal gravity value computed on the
 MD1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1231.degrees latitude (g = 980.6199 gals.).
 MD1231
 MD1231.The modeled gravity was interpolated from observed gravity values.
 MD1231
 MD1231;                    North         East    Units  Estimated Accuracy
 MD1231;SPC IN E     -   672,161.3     105,617.5     MT  (+/- 3 meters HH1 GPS) 
 MD1231
 MD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1723873291(NAD 83)
 MD1231
 MD1231                          SUPERSEDED SURVEY CONTROL
 MD1231
 MD1231  NGVD 29 (??/??/92)  276.196  (m)          906.15   (f) ADJ UNCH    2 0
 MD1231
 MD1231.Superseded values are not recommended for survey control.
 MD1231
 MD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1231.See file dsdata.pdf to determine how the superseded data were derived.
 MD1231
 MD1231_MARKER: DB = BENCH MARK DISK
 MD1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1231_STAMPING: K 164 1946
 MD1231_MARK LOGO: CGS
 MD1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1231+STABILITY: SURFACE MOTION
 MD1231
 MD1231  HISTORY     - Date     Condition        Report By
 MD1231  HISTORY     - 1946     MONUMENTED       CGS
 MD1231  HISTORY     - 1961     MARK NOT FOUND   CGS
 MD1231
 MD1231                          STATION DESCRIPTION
 MD1231
 MD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1231'3 MI SE FROM WILMOT.
 MD1231'0.3 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE CHURCH OF GOD AT
 MD1231'WILMOT, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD, THENCE
 MD1231'ABOUT 0.4 MILE SOUTH, THENCE ABOUT 1.75 MILE EAST ALONG A
 MD1231'COUNTY ROAD, 0.5 MILE WEST OF THE HORSESHOE LAKE, AT THE JUNCTION
 MD1231'OF A ROAD LEADING SOUTH, 70 FEET WEST OF THE CENTER LINE OF THE
 MD1231'PROLONGED ROAD SOUTH, 43 FEET WEST OF POWER POLE REA BB 3C-38,
 MD1231'20 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 8.5 FEET
 MD1231'WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 4.5
 MD1231'FOOT PIPE CULVERT, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, AND SET
 MD1231'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  MARK MAY
 MD1231'BE REACHED FROM THE LUCKEY HOSPITAL AT THE JUNCTION OF STATE
 MD1231'HIGHWAY 109 AND U.S. HIGHWAY 33 AT WOLF LAKE BY GOING ABOUT 2.25
 MD1231'MILES SOUTH ALONG STATE HIGHWAY 109, THENCE ABOUT 5.3 MILES WEST
 MD1231'ALONG A COUNTY ROAD.
 MD1231
 MD1231                          STATION RECOVERY (1961)
 MD1231
 MD1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0063 ***********************************************************************
 ME0063  DESIGNATION -  K 166
 ME0063  PID         -  ME0063
 ME0063  STATE/COUNTY-  IN/ST JOSEPH
 ME0063  COUNTRY     -  US
 ME0063  USGS QUAD   -  LAKEVILLE (2019)
 ME0063
 ME0063                         *CURRENT SURVEY CONTROL
 ME0063  ______________________________________________________________________
 ME0063* NAD 83(1986) POSITION- 41 32 04.     (N) 086 20 59.     (W)   SCALED
 ME0063* NAVD 88 ORTHO HEIGHT -   246.179 (meters)      807.67  (feet) ADJUSTED
 ME0063  ______________________________________________________________________
 ME0063  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0063  DYNAMIC HEIGHT  -        246.080 (meters)      807.35  (feet) COMP
 ME0063  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 ME0063
 ME0063  VERT ORDER      -  SECOND    CLASS 0
 ME0063
 ME0063.The horizontal coordinates were scaled from a map and have
 ME0063.an estimated accuracy of +/- 6 seconds.
 ME0063
 ME0063.The orthometric height was determined by differential leveling and
 ME0063.adjusted by the NATIONAL GEODETIC SURVEY
 ME0063.in June 1991.
 ME0063
 ME0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0063.GEOID18 height accuracy estimate available here.
 ME0063
 ME0063.Click photographs - Photos may exist for this station.
 ME0063
 ME0063.The dynamic height is computed by dividing the NAVD 88
 ME0063.geopotential number by the normal gravity value computed on the
 ME0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0063.degrees latitude (g = 980.6199 gals.).
 ME0063
 ME0063.The modeled gravity was interpolated from observed gravity values.
 ME0063
 ME0063;                    North         East    Units  Estimated Accuracy
 ME0063;SPC IN E     -   698,140.       43,000.      MT  (+/- 180 meters Scaled)
 ME0063
 ME0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL542982(NAD 83)
 ME0063
 ME0063                          SUPERSEDED SURVEY CONTROL
 ME0063
 ME0063  NGVD 29 (??/??/92)  246.288  (m)          808.03   (f) ADJ UNCH    2 0
 ME0063
 ME0063.Superseded values are not recommended for survey control.
 ME0063
 ME0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0063.See file dsdata.pdf to determine how the superseded data were derived.
 ME0063
 ME0063_MARKER: DB = BENCH MARK DISK
 ME0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0063_STAMPING: K 166 1946
 ME0063_MARK LOGO: CGS
 ME0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0063+STABILITY: SURFACE MOTION
 ME0063
 ME0063  HISTORY     - Date     Condition        Report By
 ME0063  HISTORY     - 1946     MONUMENTED       CGS
 ME0063  HISTORY     - 1970     MARK NOT FOUND   NGS
 ME0063
 ME0063                          STATION DESCRIPTION
 ME0063
 ME0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0063'4.3 MI W FROM LAKEVILLE.
 ME0063'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0063'AT LAKEVILLE, THENCE ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 4
 ME0063'(PIERCE ROAD), ABOUT 3.8 MILES EAST OF THE NEW YORK CENTRAL
 ME0063'RAILROAD STATION AT NORTH LIBERTY, IN THE SOUTHWEST QUARTER OF
 ME0063'THE INTERSECTION OF PINE ROAD, 94 FEET WEST ACROSS THE ROAD FROM
 ME0063'THE NORTHWEST CORNER OF THE TABOR EVANGELICAL CHURCH, 69 FEET
 ME0063'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF THE
 ME0063'CENTER LINE OF THE ROAD, 46 FEET SOUTH OF A FENCE CORNER, 4.0
 ME0063'FEET EAST OF POWER POLE 279/701, ABOUT 1 FOOT HIGHER THAN THE
 ME0063'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0063'NOTE-- THE ROAD CORNERS WERE ROUNDED OFF AFTER THE MARK WAS SET
 ME0063'AND IT WAS PROBABLY DESTROYED AT THAT TIME.
 ME0063
 ME0063                          STATION RECOVERY (1970)
 ME0063
 ME0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0034 ***********************************************************************
 ME0034  DESIGNATION -  K 167
 ME0034  PID         -  ME0034
 ME0034  STATE/COUNTY-  IN/ST JOSEPH
 ME0034  COUNTRY     -  US
 ME0034  USGS QUAD   -  LAKEVILLE (2019)
 ME0034
 ME0034                         *CURRENT SURVEY CONTROL
 ME0034  ______________________________________________________________________
 ME0034* NAD 83(1986) POSITION- 41 34 44.     (N) 086 15 46.     (W)   SCALED
 ME0034* NAVD 88 ORTHO HEIGHT -   261.383 (meters)      857.55  (feet) ADJUSTED
 ME0034  ______________________________________________________________________
 ME0034  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 ME0034  DYNAMIC HEIGHT  -        261.278 (meters)      857.21  (feet) COMP
 ME0034  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 ME0034
 ME0034  VERT ORDER      -  SECOND    CLASS 0
 ME0034
 ME0034.The horizontal coordinates were scaled from a map and have
 ME0034.an estimated accuracy of +/- 6 seconds.
 ME0034
 ME0034.The orthometric height was determined by differential leveling and
 ME0034.adjusted by the NATIONAL GEODETIC SURVEY
 ME0034.in June 1991.
 ME0034
 ME0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0034.GEOID18 height accuracy estimate available here.
 ME0034
 ME0034.Click photographs - Photos may exist for this station.
 ME0034
 ME0034.The dynamic height is computed by dividing the NAVD 88
 ME0034.geopotential number by the normal gravity value computed on the
 ME0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0034.degrees latitude (g = 980.6199 gals.).
 ME0034
 ME0034.The modeled gravity was interpolated from observed gravity values.
 ME0034
 ME0034;                    North         East    Units  Estimated Accuracy
 ME0034;SPC IN E     -   703,020.       50,290.      MT  (+/- 180 meters Scaled)
 ME0034
 ME0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM614032(NAD 83)
 ME0034
 ME0034                          SUPERSEDED SURVEY CONTROL
 ME0034
 ME0034  NGVD 29 (??/??/92)  261.49   (m)          857.9    (f) COMPUTED    2 0
 ME0034
 ME0034.Superseded values are not recommended for survey control.
 ME0034
 ME0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0034.See file dsdata.pdf to determine how the superseded data were derived.
 ME0034
 ME0034_MARKER: DB = BENCH MARK DISK
 ME0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0034_STAMPING: K 167 1946
 ME0034_MARK LOGO: CGS
 ME0034_PROJECTION: PROJECTING 13 CENTIMETERS
 ME0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0034+STABILITY: SURFACE MOTION
 ME0034
 ME0034  HISTORY     - Date     Condition        Report By
 ME0034  HISTORY     - 1946     MONUMENTED       CGS
 ME0034
 ME0034                          STATION DESCRIPTION
 ME0034
 ME0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0034'3.3 MI N FROM LAKEVILLE.
 ME0034'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0034'AT LAKEVILLE, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF MADISON
 ME0034'ROAD LEADING WEST, 49 FEET WEST OF THE CENTER LINE OF THE
 ME0034'HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 55 FEET
 ME0034'NORTH OF TELEPHONE POLE 162, 5.5 FEET SOUTH OF A FENCE CORNER,
 ME0034'1.0 FEET EAST OF THE FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 ME0034'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0035 ***********************************************************************
 ME0035  DESIGNATION -  K 167 RESET
 ME0035  PID         -  ME0035
 ME0035  STATE/COUNTY-  IN/ST JOSEPH
 ME0035  COUNTRY     -  US
 ME0035  USGS QUAD   -  LAKEVILLE (2019)
 ME0035
 ME0035                         *CURRENT SURVEY CONTROL
 ME0035  ______________________________________________________________________
 ME0035* NAD 83(1986) POSITION- 41 34 44.     (N) 086 15 46.     (W)   SCALED
 ME0035* NAVD 88 ORTHO HEIGHT -   261.49  (meters)      857.9   (feet) RESET
 ME0035  ______________________________________________________________________
 ME0035  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 ME0035  VERT ORDER      -  THIRD
 ME0035
 ME0035.The horizontal coordinates were scaled from a map and have
 ME0035.an estimated accuracy of +/- 6 seconds.
 ME0035
 ME0035.The orthometric height was computed from unverified reset data.
 ME0035
 ME0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0035.GEOID18 height accuracy estimate available here.
 ME0035
 ME0035.Click photographs - Photos may exist for this station.
 ME0035
 ME0035;                    North         East    Units  Estimated Accuracy
 ME0035;SPC IN E     -   703,020.       50,290.      MT  (+/- 180 meters Scaled)
 ME0035
 ME0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM614032(NAD 83)
 ME0035
 ME0035                          SUPERSEDED SURVEY CONTROL
 ME0035
 ME0035.No superseded survey control is available for this station.
 ME0035
 ME0035_MARKER: DB = BENCH MARK DISK
 ME0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0035_STAMPING: K 167 RESET 1948
 ME0035_MARK LOGO: CGS
 ME0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0035+STABILITY: SURFACE MOTION
 ME0035
 ME0035  HISTORY     - Date     Condition        Report By
 ME0035  HISTORY     - 1948     MONUMENTED       INHD
 ME0035  HISTORY     - 1990     GOOD             USPSQD
 ME0035
 ME0035                          STATION DESCRIPTION
 ME0035
 ME0035'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1948
 ME0035'3.3 MI N FROM LAKEVILLE.
 ME0035'3.3 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 ME0035'LAKEVILLE, ST. JOSEPH COUNTY, 1.4 MILES SOUTH OF CENTER TOWNSHIP
 ME0035'SCHOOL ON THE WEST SIDE OF THE HIGHWAY, AT THE INTERSECTION
 ME0035'OF MADISON ROAD, AND AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 ME0035'A STANDARD DISK, STAMPED K 167 RESET 1948 AND SET IN THE TOP OF A
 ME0035'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 ME0035
 ME0035                          STATION RECOVERY (1990)
 ME0035
 ME0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0005 ***********************************************************************
 ME0005  DESIGNATION -  K 168
 ME0005  PID         -  ME0005
 ME0005  STATE/COUNTY-  IN/ST JOSEPH
 ME0005  COUNTRY     -  US
 ME0005  USGS QUAD   -  WYATT (2019)
 ME0005
 ME0005                         *CURRENT SURVEY CONTROL
 ME0005  ______________________________________________________________________
 ME0005* NAD 83(1986) POSITION- 41 32 07.     (N) 086 08 14.     (W)   SCALED
 ME0005* NAVD 88 ORTHO HEIGHT -   253.211 (meters)      830.74  (feet) ADJUSTED
 ME0005  ______________________________________________________________________
 ME0005  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME0005  DYNAMIC HEIGHT  -        253.106 (meters)      830.40  (feet) COMP
 ME0005  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 ME0005
 ME0005  VERT ORDER      -  SECOND    CLASS 0
 ME0005
 ME0005.The horizontal coordinates were scaled from a map and have
 ME0005.an estimated accuracy of +/- 6 seconds.
 ME0005
 ME0005.The orthometric height was determined by differential leveling and
 ME0005.adjusted by the NATIONAL GEODETIC SURVEY
 ME0005.in June 1991.
 ME0005
 ME0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0005.GEOID18 height accuracy estimate available here.
 ME0005
 ME0005.Click photographs - Photos may exist for this station.
 ME0005
 ME0005.The dynamic height is computed by dividing the NAVD 88
 ME0005.geopotential number by the normal gravity value computed on the
 ME0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0005.degrees latitude (g = 980.6199 gals.).
 ME0005
 ME0005.The modeled gravity was interpolated from observed gravity values.
 ME0005
 ME0005;                    North         East    Units  Estimated Accuracy
 ME0005;SPC IN E     -   698,110.       60,730.      MT  (+/- 180 meters Scaled)
 ME0005
 ME0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL719985(NAD 83)
 ME0005
 ME0005                          SUPERSEDED SURVEY CONTROL
 ME0005
 ME0005  NGVD 29 (??/??/92)  253.327  (m)          831.12   (f) ADJ UNCH    2 0
 ME0005
 ME0005.Superseded values are not recommended for survey control.
 ME0005
 ME0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0005.See file dsdata.pdf to determine how the superseded data were derived.
 ME0005
 ME0005_MARKER: DB = BENCH MARK DISK
 ME0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0005_STAMPING: K 168 1946
 ME0005_MARK LOGO: CGS
 ME0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0005+STABILITY: SURFACE MOTION
 ME0005
 ME0005  HISTORY     - Date     Condition        Report By
 ME0005  HISTORY     - 1946     MONUMENTED       CGS
 ME0005  HISTORY     - 1983     GOOD             USPSQD
 ME0005  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0005
 ME0005                          STATION DESCRIPTION
 ME0005
 ME0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0005'2.3 MI NE FROM WYATT.
 ME0005'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE
 ME0005'AT WYATT, THENCE ABOUT 1.6 MILES EAST ALONG PIERCE ROAD, ABOUT 1.0
 ME0005'MILE WEST OF MADISON TOWNSHIP HIGH SCHOOL, IN THE SOUTHEAST
 ME0005'QUARTER OF THE INTERSECTION OF ELM ROAD, 24 FEET SOUTH OF THE
 ME0005'CENTER LINE OF PIERCE ROAD, 24 FEET EAST OF THE CENTER LINE OF
 ME0005'ELM ROAD, 28 FEET NORTH OF POWER POLE 510/787, AT THE NORTHWEST
 ME0005'CORNER OF A SMALL CULTIVATED FIELD, ABOUT 1 FOOT HIGHER THAN
 ME0005'THE ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0005'5 INCHES.
 ME0005
 ME0005                          STATION RECOVERY (1983)
 ME0005
 ME0005'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0005'RECOVERED IN GOOD CONDITION.
 ME0005
 ME0005                          STATION RECOVERY (1988)
 ME0005
 ME0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLM)
 ME0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0172 ***********************************************************************
 ME0172  DESIGNATION -  K 169
 ME0172  PID         -  ME0172
 ME0172  STATE/COUNTY-  IN/MARSHALL
 ME0172  COUNTRY     -  US
 ME0172  USGS QUAD   -  LA PAZ (2019)
 ME0172
 ME0172                         *CURRENT SURVEY CONTROL
 ME0172  ______________________________________________________________________
 ME0172* NAD 83(1986) POSITION- 41 24 57.     (N) 086 17 46.     (W)   SCALED
 ME0172* NAVD 88 ORTHO HEIGHT -   256.544 (meters)      841.68  (feet) ADJUSTED
 ME0172  ______________________________________________________________________
 ME0172  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME0172  DYNAMIC HEIGHT  -        256.438 (meters)      841.33  (feet) COMP
 ME0172  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 ME0172
 ME0172  VERT ORDER      -  SECOND    CLASS 0
 ME0172
 ME0172.The horizontal coordinates were scaled from a map and have
 ME0172.an estimated accuracy of +/- 6 seconds.
 ME0172
 ME0172.The orthometric height was determined by differential leveling and
 ME0172.adjusted by the NATIONAL GEODETIC SURVEY
 ME0172.in June 1991.
 ME0172
 ME0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0172.GEOID18 height accuracy estimate available here.
 ME0172
 ME0172.Click photographs - Photos may exist for this station.
 ME0172
 ME0172.The dynamic height is computed by dividing the NAVD 88
 ME0172.geopotential number by the normal gravity value computed on the
 ME0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0172.degrees latitude (g = 980.6199 gals.).
 ME0172
 ME0172.The modeled gravity was interpolated from observed gravity values.
 ME0172
 ME0172;                    North         East    Units  Estimated Accuracy
 ME0172;SPC IN E     -   684,930.       47,380.      MT  (+/- 180 meters Scaled)
 ME0172
 ME0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588851(NAD 83)
 ME0172
 ME0172                          SUPERSEDED SURVEY CONTROL
 ME0172
 ME0172  NGVD 29 (??/??/92)  256.658  (m)          842.05   (f) ADJ UNCH    2 0
 ME0172
 ME0172.Superseded values are not recommended for survey control.
 ME0172
 ME0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0172.See file dsdata.pdf to determine how the superseded data were derived.
 ME0172
 ME0172_MARKER: DB = BENCH MARK DISK
 ME0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0172_STAMPING: K 169 1946
 ME0172_MARK LOGO: CGS
 ME0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0172+STABILITY: SURFACE MOTION
 ME0172
 ME0172  HISTORY     - Date     Condition        Report By
 ME0172  HISTORY     - 1946     MONUMENTED       CGS
 ME0172  HISTORY     - 1984     POOR             USPSQD
 ME0172  HISTORY     - 1987     POOR             USPSQD
 ME0172  HISTORY     - 1988     GOOD             USPSQD
 ME0172  HISTORY     - 20131202 POOR             INDOT
 ME0172
 ME0172                          STATION DESCRIPTION
 ME0172
 ME0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0172'0.5 MI W FROM LINKVILLE.
 ME0172'ABOUT 0.5 MILE WEST ALONG A BLACK-TOP ROAD FROM THE GENERAL STORE
 ME0172'AT LINKVILLE, ABOUT 0.6 MILE EAST OF THE CROSSING OF THE
 ME0172'PENNSYLVANIA RAILROAD, IN THE NORTHWEST ANGLE OF THE JUNCTION
 ME0172'OF A GRAVEL ROAD LEADING NORTH, 33 FEET NORTH OF THE CENTER LINE
 ME0172'OF THE BLACK-TOP ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 ME0172'GRAVEL ROAD, 48 FEET SOUTH OF A POWER POLE, 3.5 FEET NORTH OF
 ME0172'A STEEL-RAIL CORNER FENCE POST, 1.0 FOOT EAST OF THE FENCE, ABOUT
 ME0172'1-1/2 FEET HIGHER THAN THE ROADS, AND IN THE TOP OF A CONCRETE
 ME0172'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS BENCH MARK MAY BE
 ME0172'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 6 AND 31 BY GOING
 ME0172'ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 31 AND THENCE ABOUT
 ME0172'1.0 MILE EAST ALONG A BLACK-TOP ROAD.
 ME0172
 ME0172                          STATION RECOVERY (1984)
 ME0172
 ME0172'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0172'ADDITIONAL INFORMATION: IN THE NORTHWEST ANGLE OF A 'T' ROAD NORTH,
 ME0172'MAPLE ROAD AND WEST 4TH A ROAD NOTE-MONUMENT DISTURBED. USE WITH
 ME0172'CAUTION.
 ME0172
 ME0172                          STATION RECOVERY (1987)
 ME0172
 ME0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0172'MARK RECOVERED IN POOR CONDITION.
 ME0172
 ME0172                          STATION RECOVERY (1988)
 ME0172
 ME0172'RECOVERY NOTE BY US POWER SQUADRON 1988 (LB)
 ME0172'RECOVERED IN GOOD CONDITION.
 ME0172
 ME0172                          STATION RECOVERY (2013)
 ME0172
 ME0172'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0172'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0137 ***********************************************************************
 ME0137  DESIGNATION -  K 170
 ME0137  PID         -  ME0137
 ME0137  STATE/COUNTY-  IN/ELKHART
 ME0137  COUNTRY     -  US
 ME0137  USGS QUAD   -  WAKARUSA (2019)
 ME0137
 ME0137                         *CURRENT SURVEY CONTROL
 ME0137  ______________________________________________________________________
 ME0137* NAD 83(1986) POSITION- 41 35 38.     (N) 086 00 07.     (W)   SCALED
 ME0137* NAVD 88 ORTHO HEIGHT -   248.669 (meters)      815.84  (feet) ADJUSTED
 ME0137  ______________________________________________________________________
 ME0137  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 ME0137  DYNAMIC HEIGHT  -        248.568 (meters)      815.51  (feet) COMP
 ME0137  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 ME0137
 ME0137  VERT ORDER      -  SECOND    CLASS 0
 ME0137
 ME0137.The horizontal coordinates were scaled from a map and have
 ME0137.an estimated accuracy of +/- 6 seconds.
 ME0137
 ME0137.The orthometric height was determined by differential leveling and
 ME0137.adjusted by the NATIONAL GEODETIC SURVEY
 ME0137.in June 1991.
 ME0137
 ME0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0137.GEOID18 height accuracy estimate available here.
 ME0137
 ME0137.Click photographs - Photos may exist for this station.
 ME0137
 ME0137.The dynamic height is computed by dividing the NAVD 88
 ME0137.geopotential number by the normal gravity value computed on the
 ME0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0137.degrees latitude (g = 980.6199 gals.).
 ME0137
 ME0137.The modeled gravity was interpolated from observed gravity values.
 ME0137
 ME0137;                    North         East    Units  Estimated Accuracy
 ME0137;SPC IN E     -   704,570.       72,050.      MT  (+/- 180 meters Scaled)
 ME0137
 ME0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831051(NAD 83)
 ME0137
 ME0137                          SUPERSEDED SURVEY CONTROL
 ME0137
 ME0137  NGVD 29 (??/??/92)  248.790  (m)          816.24   (f) ADJ UNCH    2 0
 ME0137
 ME0137.Superseded values are not recommended for survey control.
 ME0137
 ME0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0137.See file dsdata.pdf to determine how the superseded data were derived.
 ME0137
 ME0137_MARKER: DB = BENCH MARK DISK
 ME0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0137_STAMPING: K 170 1946
 ME0137_MARK LOGO: CGS
 ME0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0137+STABILITY: SURFACE MOTION
 ME0137
 ME0137  HISTORY     - Date     Condition        Report By
 ME0137  HISTORY     - 1946     MONUMENTED       CGS
 ME0137  HISTORY     - 1968     GOOD             CGS
 ME0137  HISTORY     - 1982     GOOD             INDNR
 ME0137
 ME0137                          STATION DESCRIPTION
 ME0137
 ME0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0137'5.2 MI S FROM ELKHART.
 ME0137'ABOUT 5.2 MILES SOUTH ALONG S.R. 19 FROM ITS JUNC. WITH U.S.
 ME0137'33 AT ELKHART, AT A CROSS ROAD (BLACK TOP EAST- GRAVEL WEST)
 ME0137'AT THE D.A. YODER LAWNDALE FARM 90 FT. EAST AND ACROSS THE
 ME0137'HIGHWAY FROM THE SOUTHEAST CORNER OF THE YODER FARM HOUSE, 39 FT.
 ME0137'EAST OF THE C/L OF HIGHWAY, 36 FT. SOUTH OF THE C/L OF THE
 ME0137'BLACKTOP ROAD, 11 FT. SOUTH OF A FENCE CORNER 1.5 FT. WEST
 ME0137'OF FENCE LINE, 1 FT. SOUTH OF A STEEL WITNESS POST, ABOUT 2 FT.
 ME0137'ABOVE THE HIGHWAY AND SET IN A CONC. POST PROJECTING 5 INCHES.
 ME0137
 ME0137                          STATION RECOVERY (1982)
 ME0137
 ME0137'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0415 ***********************************************************************
 ME0415  DESIGNATION -  K 171
 ME0415  PID         -  ME0415
 ME0415  STATE/COUNTY-  IN/ELKHART
 ME0415  COUNTRY     -  US
 ME0415  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0415
 ME0415                         *CURRENT SURVEY CONTROL
 ME0415  ______________________________________________________________________
 ME0415* NAD 83(1986) POSITION- 41 27 24.     (N) 086 00 03.     (W)   SCALED
 ME0415* NAVD 88 ORTHO HEIGHT -   265.403 (meters)      870.74  (feet) ADJUSTED
 ME0415  ______________________________________________________________________
 ME0415  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME0415  DYNAMIC HEIGHT  -        265.294 (meters)      870.39  (feet) COMP
 ME0415  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 ME0415
 ME0415  VERT ORDER      -  SECOND    CLASS 0
 ME0415
 ME0415.The horizontal coordinates were scaled from a map and have
 ME0415.an estimated accuracy of +/- 6 seconds.
 ME0415
 ME0415.The orthometric height was determined by differential leveling and
 ME0415.adjusted by the NATIONAL GEODETIC SURVEY
 ME0415.in June 1991.
 ME0415
 ME0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0415.GEOID18 height accuracy estimate available here.
 ME0415
 ME0415.Click photographs - Photos may exist for this station.
 ME0415
 ME0415.The dynamic height is computed by dividing the NAVD 88
 ME0415.geopotential number by the normal gravity value computed on the
 ME0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0415.degrees latitude (g = 980.6199 gals.).
 ME0415
 ME0415.The modeled gravity was interpolated from observed gravity values.
 ME0415
 ME0415;                    North         East    Units  Estimated Accuracy
 ME0415;SPC IN E     -   689,330.       72,080.      MT  (+/- 180 meters Scaled)
 ME0415
 ME0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834899(NAD 83)
 ME0415
 ME0415                          SUPERSEDED SURVEY CONTROL
 ME0415
 ME0415  NGVD 29 (??/??/92)  265.524  (m)          871.14   (f) ADJ UNCH    2 0
 ME0415
 ME0415.Superseded values are not recommended for survey control.
 ME0415
 ME0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0415.See file dsdata.pdf to determine how the superseded data were derived.
 ME0415
 ME0415_MARKER: DB = BENCH MARK DISK
 ME0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0415_STAMPING: K 171 1946
 ME0415_MARK LOGO: CGS
 ME0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0415+STABILITY: SURFACE MOTION
 ME0415
 ME0415  HISTORY     - Date     Condition        Report By
 ME0415  HISTORY     - 1946     MONUMENTED       CGS
 ME0415  HISTORY     - 1968     GOOD             CGS
 ME0415  HISTORY     - 1988     GOOD             USPSQD
 ME0415  HISTORY     - 19950914 GOOD             USPSQD
 ME0415
 ME0415                          STATION DESCRIPTION
 ME0415
 ME0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0415'0.9 MI N FROM NAPPANEE.
 ME0415'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0415'LIBRARY AT NAPPANEE, AT AN EAST-WEST GRAVEL CROSS ROAD, SET IN
 ME0415'THE SOUTHEAST QUARTER OF THE INTERSECTION, 39 FEET EAST OF THE
 ME0415'CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF THE CENTER LINE OF
 ME0415'THE GRAVEL ROAD, 13 FEET EAST OF A 15 INCH SYCAMORE TREE, 4 FEET
 ME0415'SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF THE FENCE LINE, ABOUT
 ME0415'1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ME0415'PROJECTING 4 INCHES.
 ME0415
 ME0415                          STATION RECOVERY (1968)
 ME0415
 ME0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0415'RECOVERED IN GOOD CONDITION.
 ME0415
 ME0415                          STATION RECOVERY (1988)
 ME0415
 ME0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0415'RECOVERED IN GOOD CONDITION.
 ME0415
 ME0415                          STATION RECOVERY (1995)
 ME0415
 ME0415'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1848 ***********************************************************************
 LA1848  DESIGNATION -  K 173
 LA1848  PID         -  LA1848
 LA1848  STATE/COUNTY-  IN/GRANT
 LA1848  COUNTRY     -  US
 LA1848  USGS QUAD   -  SWEETSER (2019)
 LA1848
 LA1848                         *CURRENT SURVEY CONTROL
 LA1848  ______________________________________________________________________
 LA1848* NAD 83(1986) POSITION- 40 37 27.     (N) 085 49 34.     (W)   SCALED
 LA1848* NAVD 88 ORTHO HEIGHT -   251.586 (meters)      825.41  (feet) ADJUSTED
 LA1848  ______________________________________________________________________
 LA1848  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 LA1848  DYNAMIC HEIGHT  -        251.460 (meters)      825.00  (feet) COMP
 LA1848  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 LA1848
 LA1848  VERT ORDER      -  SECOND    CLASS 0
 LA1848
 LA1848.The horizontal coordinates were scaled from a map and have
 LA1848.an estimated accuracy of +/- 6 seconds.
 LA1848
 LA1848.The orthometric height was determined by differential leveling and
 LA1848.adjusted by the NATIONAL GEODETIC SURVEY
 LA1848.in June 1991.
 LA1848
 LA1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1848.GEOID18 height accuracy estimate available here.
 LA1848
 LA1848.Click photographs - Photos may exist for this station.
 LA1848
 LA1848.The dynamic height is computed by dividing the NAVD 88
 LA1848.geopotential number by the normal gravity value computed on the
 LA1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1848.degrees latitude (g = 980.6199 gals.).
 LA1848
 LA1848.The modeled gravity was interpolated from observed gravity values.
 LA1848
 LA1848;                    North         East    Units  Estimated Accuracy
 LA1848;SPC IN E     -   596,840.       86,510.      MT  (+/- 180 meters Scaled)
 LA1848
 LA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK992976(NAD 83)
 LA1848
 LA1848                          SUPERSEDED SURVEY CONTROL
 LA1848
 LA1848  NGVD 29 (??/??/92)  251.712  (m)          825.83   (f) ADJ UNCH    2 0
 LA1848
 LA1848.Superseded values are not recommended for survey control.
 LA1848
 LA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1848.See file dsdata.pdf to determine how the superseded data were derived.
 LA1848
 LA1848_MARKER: DB = BENCH MARK DISK
 LA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1848_STAMPING: K 173 1946
 LA1848_MARK LOGO: CGS
 LA1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1848+STABILITY: SURFACE MOTION
 LA1848
 LA1848  HISTORY     - Date     Condition        Report By
 LA1848  HISTORY     - 1946     MONUMENTED       CGS
 LA1848  HISTORY     - 1961     GOOD             CGS
 LA1848
 LA1848                          STATION DESCRIPTION
 LA1848
 LA1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1848'3.6 MI N FROM MIER.
 LA1848'ABOUT 3.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1848'OF STATE HIGHWAYS 18 AND 21 AT MIER, SET IN THE NORTHWEST QUARTER
 LA1848'OF THE INTERSECTION OF A GRAVEL CROSS ROAD, 110 FEET NORTHEAST
 LA1848'AND ACROSS THE EAST-WEST ROAD FROM THE NORTHEAST CORNER OF A
 LA1848'FARM HOUSE, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31
 LA1848'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 18.5 FEET
 LA1848'SOUTH OF POWER POLE NO. GR 1-69, 13 FEET NORTH OF A FENCE CORNER,
 LA1848'1.5 FOOT EAST OF THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LA1848'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1848'NOTE-- MARK IS ABOUT 3.25 MILES SOUTH OF THE CROSSROADS AT MOUNT
 LA1848'VERNON, WABASH COUNTY.
 LA1848
 LA1848                          STATION RECOVERY (1961)
 LA1848
 LA1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1617 ***********************************************************************
 LA1617  DESIGNATION -  K 174
 LA1617  PID         -  LA1617
 LA1617  STATE/COUNTY-  IN/GRANT
 LA1617  COUNTRY     -  US
 LA1617  USGS QUAD   -  MARION (2019)
 LA1617
 LA1617                         *CURRENT SURVEY CONTROL
 LA1617  ______________________________________________________________________
 LA1617* NAD 83(1986) POSITION- 40 36 49.     (N) 085 40 16.     (W)   SCALED
 LA1617* NAVD 88 ORTHO HEIGHT -   253.369 (meters)      831.26  (feet) ADJUSTED
 LA1617  ______________________________________________________________________
 LA1617  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 LA1617  DYNAMIC HEIGHT  -        253.242 (meters)      830.84  (feet) COMP
 LA1617  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 LA1617
 LA1617  VERT ORDER      -  FIRST     CLASS II
 LA1617
 LA1617.The horizontal coordinates were scaled from a map and have
 LA1617.an estimated accuracy of +/- 6 seconds.
 LA1617
 LA1617.The orthometric height was determined by differential leveling and
 LA1617.adjusted by the NATIONAL GEODETIC SURVEY
 LA1617.in June 1991.
 LA1617
 LA1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1617.GEOID18 height accuracy estimate available here.
 LA1617
 LA1617.Click photographs - Photos may exist for this station.
 LA1617
 LA1617.The dynamic height is computed by dividing the NAVD 88
 LA1617.geopotential number by the normal gravity value computed on the
 LA1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1617.degrees latitude (g = 980.6199 gals.).
 LA1617
 LA1617.The modeled gravity was interpolated from observed gravity values.
 LA1617
 LA1617;                    North         East    Units  Estimated Accuracy
 LA1617;SPC IN E     -   595,650.       99,620.      MT  (+/- 180 meters Scaled)
 LA1617
 LA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK124967(NAD 83)
 LA1617
 LA1617                          SUPERSEDED SURVEY CONTROL
 LA1617
 LA1617  NGVD 29 (??/??/92)  253.497  (m)          831.68   (f) ADJ UNCH    1 2
 LA1617
 LA1617.Superseded values are not recommended for survey control.
 LA1617
 LA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1617.See file dsdata.pdf to determine how the superseded data were derived.
 LA1617
 LA1617_MARKER: DB = BENCH MARK DISK
 LA1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1617_SP_SET: BRIDGE
 LA1617_STAMPING: K 174 1946
 LA1617_MARK LOGO: CGS
 LA1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1617
 LA1617  HISTORY     - Date     Condition        Report By
 LA1617  HISTORY     - 1946     MONUMENTED       CGS
 LA1617  HISTORY     - 1962     GOOD             CGS
 LA1617
 LA1617                          STATION DESCRIPTION
 LA1617
 LA1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1617'4 MI NW FROM MARION.
 LA1617'ABOUT 4.05 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1617'FROM THE STATION AT MARION, ABOUT 9 1/2 RAILS SOUTHEAST OF A
 LA1617'GRAVEL ROAD CROSSING, ABOUT 2 POLES NORTHWEST OF POLE NO. 128/30,
 LA1617'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL
 LA1617'OF AN 18 FOOT CONCRETE BRIDGE NO. 326 OVER A CREEK, 7 FEET
 LA1617'NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF THE
 LA1617'TRACK.
 LA1617
 LA1617                          STATION RECOVERY (1962)
 LA1617
 LA1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1800 ***********************************************************************
 LA1800  DESIGNATION -  K 175
 LA1800  PID         -  LA1800
 LA1800  STATE/COUNTY-  IN/WABASH
 LA1800  COUNTRY     -  US
 LA1800  USGS QUAD   -  SOMERSET (2019)
 LA1800
 LA1800                         *CURRENT SURVEY CONTROL
 LA1800  ______________________________________________________________________
 LA1800* NAD 83(1986) POSITION- 40 39 44.     (N) 085 51 11.     (W)   SCALED
 LA1800* NAVD 88 ORTHO HEIGHT -   218.458 (meters)      716.72  (feet) ADJUSTED
 LA1800  ______________________________________________________________________
 LA1800  GEOID HEIGHT    -        -34.360 (meters)                     GEOID18
 LA1800  DYNAMIC HEIGHT  -        218.349 (meters)      716.37  (feet) COMP
 LA1800  MODELED GRAVITY -    980,123.4   (mgal)                       NAVD 88
 LA1800
 LA1800  VERT ORDER      -  SECOND    CLASS 0
 LA1800
 LA1800.The horizontal coordinates were scaled from a map and have
 LA1800.an estimated accuracy of +/- 6 seconds.
 LA1800
 LA1800.The orthometric height was determined by differential leveling and
 LA1800.adjusted by the NATIONAL GEODETIC SURVEY
 LA1800.in June 1991.
 LA1800
 LA1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1800.GEOID18 height accuracy estimate available here.
 LA1800
 LA1800.Click photographs - Photos may exist for this station.
 LA1800
 LA1800.The dynamic height is computed by dividing the NAVD 88
 LA1800.geopotential number by the normal gravity value computed on the
 LA1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1800.degrees latitude (g = 980.6199 gals.).
 LA1800
 LA1800.The modeled gravity was interpolated from observed gravity values.
 LA1800
 LA1800;                    North         East    Units  Estimated Accuracy
 LA1800;SPC IN E     -   601,070.       84,240.      MT  (+/- 180 meters Scaled)
 LA1800
 LA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL969018(NAD 83)
 LA1800
 LA1800                          SUPERSEDED SURVEY CONTROL
 LA1800
 LA1800  NGVD 29 (??/??/92)  218.583  (m)          717.13   (f) ADJ UNCH    2 0
 LA1800
 LA1800.Superseded values are not recommended for survey control.
 LA1800
 LA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1800.See file dsdata.pdf to determine how the superseded data were derived.
 LA1800
 LA1800_MARKER: DB = BENCH MARK DISK
 LA1800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1800_SP_SET: BRIDGE
 LA1800_STAMPING: K 175 1946
 LA1800_MARK LOGO: CGS
 LA1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1800
 LA1800  HISTORY     - Date     Condition        Report By
 LA1800  HISTORY     - 1946     MONUMENTED       CGS
 LA1800  HISTORY     - 1961     GOOD             CGS
 LA1800
 LA1800                          STATION DESCRIPTION
 LA1800
 LA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1800'0.4 MI W FROM SOMERSET.
 LA1800'ABOUT 0.45 MILE WEST ALONG THE FRANCES SLOCUM TRAIL FROM THE POST
 LA1800'OFFICE AT SOMERSET, SET IN THE TOP OF THE EAST CONCRETE WING WALL
 LA1800'OF A 35 FOOT CONCRETE BRIDGE OVER TEN MILE CREEK, 11.5 FEET
 LA1800'SOUTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE TRAIL.
 LA1800
 LA1800                          STATION RECOVERY (1961)
 LA1800
 LA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0357 ***********************************************************************
 ME0357  DESIGNATION -  K 176
 ME0357  PID         -  ME0357
 ME0357  STATE/COUNTY-  IN/FULTON
 ME0357  COUNTRY     -  US
 ME0357  USGS QUAD   -  RUTLAND (2019)
 ME0357
 ME0357                         *CURRENT SURVEY CONTROL
 ME0357  ______________________________________________________________________
 ME0357* NAD 83(1986) POSITION- 41 10 19.     (N) 086 18 25.     (W)   SCALED
 ME0357* NAVD 88 ORTHO HEIGHT -   245.273 (meters)      804.70  (feet) ADJUSTED
 ME0357  ______________________________________________________________________
 ME0357  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 ME0357  DYNAMIC HEIGHT  -        245.170 (meters)      804.36  (feet) COMP
 ME0357  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 ME0357
 ME0357  VERT ORDER      -  SECOND    CLASS 0
 ME0357
 ME0357.The horizontal coordinates were scaled from a map and have
 ME0357.an estimated accuracy of +/- 6 seconds.
 ME0357
 ME0357.The orthometric height was determined by differential leveling and
 ME0357.adjusted by the NATIONAL GEODETIC SURVEY
 ME0357.in June 1991.
 ME0357
 ME0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0357.GEOID18 height accuracy estimate available here.
 ME0357
 ME0357.Click photographs - Photos may exist for this station.
 ME0357
 ME0357.The dynamic height is computed by dividing the NAVD 88
 ME0357.geopotential number by the normal gravity value computed on the
 ME0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0357.degrees latitude (g = 980.6199 gals.).
 ME0357
 ME0357.The modeled gravity was interpolated from observed gravity values.
 ME0357
 ME0357;                    North         East    Units  Estimated Accuracy
 ME0357;SPC IN E     -   657,850.       46,270.      MT  (+/- 180 meters Scaled)
 ME0357
 ME0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581580(NAD 83)
 ME0357
 ME0357                          SUPERSEDED SURVEY CONTROL
 ME0357
 ME0357  NGVD 29 (??/??/92)  245.392  (m)          805.09   (f) ADJ UNCH    2 0
 ME0357
 ME0357.Superseded values are not recommended for survey control.
 ME0357
 ME0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0357.See file dsdata.pdf to determine how the superseded data were derived.
 ME0357
 ME0357_MARKER: DB = BENCH MARK DISK
 ME0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0357_STAMPING: K 176 1946
 ME0357_MARK LOGO: CGS
 ME0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0357+STABILITY: SURFACE MOTION
 ME0357
 ME0357  HISTORY     - Date     Condition        Report By
 ME0357  HISTORY     - 1946     MONUMENTED       CGS
 ME0357  HISTORY     - 1984     GOOD             USPSQD
 ME0357  HISTORY     - 20220727 MARK NOT FOUND   INDOT
 ME0357
 ME0357                          STATION DESCRIPTION
 ME0357
 ME0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0357'8.2 MI NE FROM DELONG.
 ME0357'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0357'STATION AT DELONG, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 110,
 ME0357'ABOUT 100 YARDS EAST OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 ME0357'NORTH, AT A DRIVEWAY LEADING SOUTH TO INDIANA HILL FARMS, 62 FEET
 ME0357'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE
 ME0357'CENTER LINE OF THE DRIVEWAY, 24 FEET SOUTHWEST OF THE CORNER FENCE
 ME0357'POST, 8 FEET WEST OF THE WEST GATE POST AT THE ENTRANCE, 3 1/2
 ME0357'FEET NORTHEAST OF A Y FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN
 ME0357'WITNESS POST AND 2 FEET BELOW HIGHWAY LEVEL.  A BRONZE DISK SET
 ME0357'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0357
 ME0357                          STATION RECOVERY (1984)
 ME0357
 ME0357'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0357'ADDITIONAL INFORMATION: ABOUT 100 YARDS EAST OF MUCKSHAW ROAD LEADING
 ME0357'NORTH.
 ME0357
 ME0357                          STATION RECOVERY (2022)
 ME0357
 ME0357'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0357'FOUND ORANGE WITNESS STAKE IN GENERAL AREA OF DESCRIPTION BUT COULD
 ME0357'NOT FIND CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0443 ***********************************************************************
 ME0443  DESIGNATION -  K 177
 ME0443  PID         -  ME0443
 ME0443  STATE/COUNTY-  IN/FULTON
 ME0443  COUNTRY     -  US
 ME0443  USGS QUAD   -  AKRON (2019)
 ME0443
 ME0443                         *CURRENT SURVEY CONTROL
 ME0443  ______________________________________________________________________
 ME0443* NAD 83(1986) POSITION- 41 02 17.     (N) 086 03 42.     (W)   SCALED
 ME0443* NAVD 88 ORTHO HEIGHT -   249.048 (meters)      817.09  (feet) ADJUSTED
 ME0443  ______________________________________________________________________
 ME0443  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME0443  DYNAMIC HEIGHT  -        248.936 (meters)      816.72  (feet) COMP
 ME0443  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 ME0443
 ME0443  VERT ORDER      -  SECOND    CLASS 0
 ME0443
 ME0443.The horizontal coordinates were scaled from a map and have
 ME0443.an estimated accuracy of +/- 6 seconds.
 ME0443
 ME0443.The orthometric height was determined by differential leveling and
 ME0443.adjusted by the NATIONAL GEODETIC SURVEY
 ME0443.in June 1991.
 ME0443
 ME0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0443.GEOID18 height accuracy estimate available here.
 ME0443
 ME0443.Click photographs - Photos may exist for this station.
 ME0443
 ME0443.The dynamic height is computed by dividing the NAVD 88
 ME0443.geopotential number by the normal gravity value computed on the
 ME0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0443.degrees latitude (g = 980.6199 gals.).
 ME0443
 ME0443.The modeled gravity was interpolated from observed gravity values.
 ME0443
 ME0443;                    North         East    Units  Estimated Accuracy
 ME0443;SPC IN E     -   642,860.       66,790.      MT  (+/- 180 meters Scaled)
 ME0443
 ME0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL788434(NAD 83)
 ME0443
 ME0443                          SUPERSEDED SURVEY CONTROL
 ME0443
 ME0443  NGVD 29 (??/??/92)  249.170  (m)          817.49   (f) ADJ UNCH    2 0
 ME0443
 ME0443.Superseded values are not recommended for survey control.
 ME0443
 ME0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0443.See file dsdata.pdf to determine how the superseded data were derived.
 ME0443
 ME0443_MARKER: DB = BENCH MARK DISK
 ME0443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0443_SP_SET: BOX CULVERT HEADWALL
 ME0443_STAMPING: K 177 1946
 ME0443_MARK LOGO: CGS
 ME0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0443+STABILITY: SURFACE MOTION
 ME0443
 ME0443  HISTORY     - Date     Condition        Report By
 ME0443  HISTORY     - 1946     MONUMENTED       CGS
 ME0443  HISTORY     - 1989     GOOD             USPSQD
 ME0443  HISTORY     - 1990     GOOD             USPSQD
 ME0443  HISTORY     - 20141231 MARK NOT FOUND   INDOT
 ME0443
 ME0443                          STATION DESCRIPTION
 ME0443
 ME0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0443'1.8 MI W FROM AKRON.
 ME0443'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 ME0443'AKRON, ABOUT 196 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 ME0443'THE SOUTHWEST CORNER OF A 2-STORY BROWN FARM HOUSE ON THE NORTH
 ME0443'SIDE OF THE HIGHWAY, ON THE SOUTH SIDE OF THE JUNCTION WITH A
 ME0443'GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE
 ME0443'SOUTH CONCRETE HEADWALL OF A 4-FOOT BOX CULVERT UNDER THE
 ME0443'HIGHWAY, 16 FEET WEST OF THE EXTENDED CENTER LINE OF THE GRAVEL
 ME0443'ROAD, 1 FOOT WEST OF THE EAST END OF THE HEADWALL, 4 FEET BELOW
 ME0443'THE LEVEL OF THE HIGHWAY.
 ME0443
 ME0443                          STATION RECOVERY (1989)
 ME0443
 ME0443'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0443'RECOVERED IN GOOD CONDITION.
 ME0443
 ME0443                          STATION RECOVERY (1990)
 ME0443
 ME0443'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0443'RECOVERED IN GOOD CONDITION.
 ME0443
 ME0443                          STATION RECOVERY (2014)
 ME0443
 ME0443'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0443'THIS MARK HAS BEEN DESTROYED. THE ORIGINAL BOX CULVERT AND HEADWALL
 ME0443'HAS BEEN REPLACED BY A CORRUGATED METAL PIPE WITH A NEW HEADWALL.
 ME0443'A INDIANA DEPARTMENT OF TRANSPORTATION BENCH MARK DISK LABELED L 1073
 ME0443'HAS BEEN PLACED ON WEST END OF THE SOUTH CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1679 ***********************************************************************
 LA1679  DESIGNATION -  K 178
 LA1679  PID         -  LA1679
 LA1679  STATE/COUNTY-  IN/WABASH
 LA1679  COUNTRY     -  US
 LA1679  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1679
 LA1679                         *CURRENT SURVEY CONTROL
 LA1679  ______________________________________________________________________
 LA1679* NAD 83(1986) POSITION- 40 54 46.     (N) 085 51 02.     (W)   SCALED
 LA1679* NAVD 88 ORTHO HEIGHT -   239.420 (meters)      785.50  (feet) ADJUSTED
 LA1679  ______________________________________________________________________
 LA1679  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LA1679  DYNAMIC HEIGHT  -        239.309 (meters)      785.13  (feet) COMP
 LA1679  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 LA1679
 LA1679  VERT ORDER      -  SECOND    CLASS 0
 LA1679
 LA1679.The horizontal coordinates were scaled from a map and have
 LA1679.an estimated accuracy of +/- 6 seconds.
 LA1679
 LA1679.The orthometric height was determined by differential leveling and
 LA1679.adjusted by the NATIONAL GEODETIC SURVEY
 LA1679.in June 1991.
 LA1679
 LA1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1679.GEOID18 height accuracy estimate available here.
 LA1679
 LA1679.Click photographs - Photos may exist for this station.
 LA1679
 LA1679.The dynamic height is computed by dividing the NAVD 88
 LA1679.geopotential number by the normal gravity value computed on the
 LA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1679.degrees latitude (g = 980.6199 gals.).
 LA1679
 LA1679.The modeled gravity was interpolated from observed gravity values.
 LA1679
 LA1679;                    North         East    Units  Estimated Accuracy
 LA1679;SPC IN E     -   628,890.       84,510.      MT  (+/- 180 meters Scaled)
 LA1679
 LA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967297(NAD 83)
 LA1679
 LA1679                          SUPERSEDED SURVEY CONTROL
 LA1679
 LA1679  NGVD 29 (??/??/92)  239.543  (m)          785.90   (f) ADJ UNCH    2 0
 LA1679
 LA1679.Superseded values are not recommended for survey control.
 LA1679
 LA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1679.See file dsdata.pdf to determine how the superseded data were derived.
 LA1679
 LA1679_MARKER: DB = BENCH MARK DISK
 LA1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1679_STAMPING: K 178 1946
 LA1679_MARK LOGO: CGS
 LA1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1679+STABILITY: SURFACE MOTION
 LA1679
 LA1679  HISTORY     - Date     Condition        Report By
 LA1679  HISTORY     - 1946     MONUMENTED       CGS
 LA1679
 LA1679                          STATION DESCRIPTION
 LA1679
 LA1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1679'4 MI E FROM ROANN.
 LA1679'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE CROSS
 LA1679'ROADS AT ROANN, ABOUT 0.25 MILE WEST OF A CONCRETE BRIDGE OVER
 LA1679'A SMALL STREAM, IN THE NORTHEAST CORNER OF A YARD AT A WHITE
 LA1679'FARM HOUSE AND IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH PAVED
 LA1679'ROAD INTERSECTION, 50 FEET NORTHEAST OF THE NORTHEAST CORNER
 LA1679'OF THE HOUSE, 21 FEET NOTHEAST OF A 20-INCH SYCAMORE TREE, 23
 LA1679'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF
 LA1679'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 1/2 FEET SOUTH OF A
 LA1679'POWER LINE POLE, 1 FOOT BELOW THE LEVEL OF THE INTERSECTION
 LA1679'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1679'4 INCHES.  NOTE-- THIS MARK IS ABOUT 4.1 MILES NORTHWEST OF
 LA1679'THE SCHOOL BUILDING AT URBANA AND IS REACHED BY GOING NORTH
 LA1679'ALONG STATE HIGHWAY 13 FOR ABOUT 1.1 MILE, THENCE WEST FOR
 LA1679'ABOUT 3.0 MILES ALONG STATE HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0255 ***********************************************************************
 LB0255  DESIGNATION -  K 179
 LB0255  PID         -  LB0255
 LB0255  STATE/COUNTY-  IN/MIAMI
 LB0255  COUNTRY     -  US
 LB0255  USGS QUAD   -  DEEDSVILLE (2019)
 LB0255
 LB0255                         *CURRENT SURVEY CONTROL
 LB0255  ______________________________________________________________________
 LB0255* NAD 83(1986) POSITION- 40 59 53.     (N) 086 01 23.     (W)   SCALED
 LB0255* NAVD 88 ORTHO HEIGHT -   262.281 (meters)      860.50  (feet) ADJUSTED
 LB0255  ______________________________________________________________________
 LB0255  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 LB0255  DYNAMIC HEIGHT  -        262.162 (meters)      860.11  (feet) COMP
 LB0255  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 LB0255
 LB0255  VERT ORDER      -  SECOND    CLASS 0
 LB0255
 LB0255.The horizontal coordinates were scaled from a map and have
 LB0255.an estimated accuracy of +/- 6 seconds.
 LB0255
 LB0255.The orthometric height was determined by differential leveling and
 LB0255.adjusted by the NATIONAL GEODETIC SURVEY
 LB0255.in June 1991.
 LB0255
 LB0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0255.GEOID18 height accuracy estimate available here.
 LB0255
 LB0255.Click photographs - Photos may exist for this station.
 LB0255
 LB0255.The dynamic height is computed by dividing the NAVD 88
 LB0255.geopotential number by the normal gravity value computed on the
 LB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0255.degrees latitude (g = 980.6199 gals.).
 LB0255
 LB0255.The modeled gravity was interpolated from observed gravity values.
 LB0255
 LB0255;                    North         East    Units  Estimated Accuracy
 LB0255;SPC IN E     -   638,400.       70,020.      MT  (+/- 180 meters Scaled)
 LB0255
 LB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821390(NAD 83)
 LB0255
 LB0255                          SUPERSEDED SURVEY CONTROL
 LB0255
 LB0255  NGVD 29 (??/??/92)  262.402  (m)          860.90   (f) ADJ UNCH    2 0
 LB0255
 LB0255.Superseded values are not recommended for survey control.
 LB0255
 LB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0255.See file dsdata.pdf to determine how the superseded data were derived.
 LB0255
 LB0255_MARKER: DB = BENCH MARK DISK
 LB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0255_STAMPING: K 179 1946
 LB0255_MARK LOGO: CGS
 LB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0255+STABILITY: SURFACE MOTION
 LB0255
 LB0255  HISTORY     - Date     Condition        Report By
 LB0255  HISTORY     - 1946     MONUMENTED       CGS
 LB0255  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0255
 LB0255                          STATION DESCRIPTION
 LB0255
 LB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0255'2.8 MI S FROM AKRON.
 LB0255'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 LB0255'OF STATE HIGHWAY 14 AT AKRON, AT A TURN IN THE HIGHWAY WITH
 LB0255'TANGENTS EXTENDING NORTH AND EAST AND THE MIAMI-FULTON COUNTY
 LB0255'LINE ROAD LEADING WEST, 126 FEET EAST-NORTHEAST OF A TOOL SHED,
 LB0255'16 FEET SOUTH OF THE COUNTY LINE ROAD, AND THE EXTENDED CENTER
 LB0255'LINE OF THE EAST TANGENT OF THE HIGHWAY, 13 FEET EAST OF THE
 LB0255'CENTER LINE OF THE EXTENDED NORTH TANGENT OF THE HIGHWAY, 3
 LB0255'FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE
 LB0255'LINE, ABOUT LEVEL WITH THE GRAVEL ROAD WEST, AND SET IN THE TOP
 LB0255'OF A CONCRETE POST PROJECTING 6 INCHES.  THIS MARK MAY BE
 LB0255'REACHED FROM THE PERRY TOWNSHIP SCHOOL AT GILEAD BY GOING ABOUT
 LB0255'2.3 MILES NORTH ALONG STATE HIGHWAY 19.
 LB0255
 LB0255                          STATION RECOVERY (1989)
 LB0255
 LB0255'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0855 ***********************************************************************
 ME0855  DESIGNATION -  K 18
 ME0855  PID         -  ME0855
 ME0855  STATE/COUNTY-  IN/LA PORTE
 ME0855  COUNTRY     -  US
 ME0855  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0855
 ME0855                         *CURRENT SURVEY CONTROL
 ME0855  ______________________________________________________________________
 ME0855* NAD 83(1986) POSITION- 41 44 17.     (N) 086 48 55.     (W)   SCALED
 ME0855* NAVD 88 ORTHO HEIGHT -   192.440 (meters)      631.36  (feet) ADJUSTED
 ME0855  ______________________________________________________________________
 ME0855  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 ME0855  DYNAMIC HEIGHT  -        192.368 (meters)      631.13  (feet) COMP
 ME0855  MODELED GRAVITY -    980,247.5   (mgal)                       NAVD 88
 ME0855
 ME0855  VERT ORDER      -  FIRST     CLASS II
 ME0855
 ME0855.The horizontal coordinates were scaled from a map and have
 ME0855.an estimated accuracy of +/- 6 seconds.
 ME0855
 ME0855.The orthometric height was determined by differential leveling and
 ME0855.adjusted by the NATIONAL GEODETIC SURVEY
 ME0855.in June 1991.
 ME0855
 ME0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0855.GEOID18 height accuracy estimate available here.
 ME0855
 ME0855.Click photographs - Photos may exist for this station.
 ME0855
 ME0855.The dynamic height is computed by dividing the NAVD 88
 ME0855.geopotential number by the normal gravity value computed on the
 ME0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0855.degrees latitude (g = 980.6199 gals.).
 ME0855
 ME0855.The modeled gravity was interpolated from observed gravity values.
 ME0855
 ME0855;                    North         East    Units  Estimated Accuracy
 ME0855;SPC IN W     -   720,560.      922,300.      MT  (+/- 180 meters Scaled)
 ME0855
 ME0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM153207(NAD 83)
 ME0855
 ME0855                          SUPERSEDED SURVEY CONTROL
 ME0855
 ME0855  NGVD 29 (01/19/93)  192.551  (m)          631.73   (f) ADJUSTED    1 2
 ME0855  NGVD 29 (??/??/92)  192.551  (m)          631.73   (f) SUPERSEDED  1 2
 ME0855
 ME0855.Superseded values are not recommended for survey control.
 ME0855
 ME0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0855.See file dsdata.pdf to determine how the superseded data were derived.
 ME0855
 ME0855_MARKER: DB = BENCH MARK DISK
 ME0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0855_STAMPING: K 18 1934
 ME0855_MARK LOGO: CGS
 ME0855_PROJECTION: PROJECTING 20 CENTIMETERS
 ME0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0855+STABILITY: SURFACE MOTION
 ME0855
 ME0855  HISTORY     - Date     Condition        Report By
 ME0855  HISTORY     - 1934     MONUMENTED       CGS
 ME0855  HISTORY     - 1985     GOOD             NGS
 ME0855  HISTORY     - 20230605 GOOD             BFSINC
 ME0855
 ME0855                          STATION DESCRIPTION
 ME0855
 ME0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0855'5.1 MI NE FROM MICHIGAN CITY.
 ME0855'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION
 ME0855'OF THE PERE MARQUETTE RAILWAY, 20 RAILS SOUTHWEST OF MP NO. C
 ME0855'64, 35 YARDS SOUTH OF A WHITE PAINTED FARM HOME, 12 YARDS
 ME0855'NORTHEAST OF THE CENTER LINE OF A SMALL DIRT ROAD, 12 YARDS
 ME0855'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK AT THE CENTER
 ME0855'OF THE CROSSING OF A SMALL DIRT ROAD, 1 YARD SOUTHEAST OF A
 ME0855'FENCE LINE, A CONCRETE POST, 3 INCHES ABOVE THE GROUND.   A
 ME0855'STANDARD DISK, STAMPED K 18 1934.
 ME0855
 ME0855                          STATION RECOVERY (1985)
 ME0855
 ME0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0855'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.3 KM (5.15
 ME0855'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE IN
 ME0855'MICHIGAN CITY, THENCE 1.4 KM (0.85 MI) SOUTH ALONG MEER ROAD, THENCE
 ME0855'0.1 KM (0.05 MI) EAST ALONG FREYER ROAD, 23.0 M (75.5 FT) EAST OF
 ME0855'UTILITY POLE NUMBER 235-996, 13.2 M (44.3 FT) EAST OF THE CENTER OF A
 ME0855'DRIVEWAY LEADING NORTH TO A WHITE FRAME HOUSE, 11.9 M (39.0 FT)
 ME0855'NORTHWEST OF THE NEAR RAIL OF THE CHESAPEAKE AND OHIO RAILROAD, AND
 ME0855'10.3 M (33.8 FT) NORTH OF THE CENTER OF THE ROAD.
 ME0855'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 ME0855'THE MARK IS 0.6 M ABOVE THE ROAD.
 ME0855
 ME0855                          STATION RECOVERY (2023)
 ME0855
 ME0855'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2023 (GKG)
 ME0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0256 ***********************************************************************
 LB0256  DESIGNATION -  K 180
 LB0256  PID         -  LB0256
 LB0256  STATE/COUNTY-  IN/MIAMI
 LB0256  COUNTRY     -  US
 LB0256  USGS QUAD   -  DEEDSVILLE (2019)
 LB0256
 LB0256                         *CURRENT SURVEY CONTROL
 LB0256  ______________________________________________________________________
 LB0256* NAD 83(1986) POSITION- 40 54 46.     (N) 086 00 06.     (W)   SCALED
 LB0256* NAVD 88 ORTHO HEIGHT -   240.299 (meters)      788.38  (feet) ADJUSTED
 LB0256  ______________________________________________________________________
 LB0256  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LB0256  DYNAMIC HEIGHT  -        240.187 (meters)      788.01  (feet) COMP
 LB0256  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LB0256
 LB0256  VERT ORDER      -  SECOND    CLASS 0
 LB0256
 LB0256.The horizontal coordinates were scaled from a map and have
 LB0256.an estimated accuracy of +/- 6 seconds.
 LB0256
 LB0256.The orthometric height was determined by differential leveling and
 LB0256.adjusted by the NATIONAL GEODETIC SURVEY
 LB0256.in June 1991.
 LB0256
 LB0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0256.GEOID18 height accuracy estimate available here.
 LB0256
 LB0256.Click photographs - Photos may exist for this station.
 LB0256
 LB0256.The dynamic height is computed by dividing the NAVD 88
 LB0256.geopotential number by the normal gravity value computed on the
 LB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0256.degrees latitude (g = 980.6199 gals.).
 LB0256
 LB0256.The modeled gravity was interpolated from observed gravity values.
 LB0256
 LB0256;                    North         East    Units  Estimated Accuracy
 LB0256;SPC IN E     -   628,930.       71,780.      MT  (+/- 180 meters Scaled)
 LB0256
 LB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL840295(NAD 83)
 LB0256
 LB0256                          SUPERSEDED SURVEY CONTROL
 LB0256
 LB0256  NGVD 29 (??/??/92)  240.421  (m)          788.78   (f) ADJ UNCH    2 0
 LB0256
 LB0256.Superseded values are not recommended for survey control.
 LB0256
 LB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0256.See file dsdata.pdf to determine how the superseded data were derived.
 LB0256
 LB0256_MARKER: DB = BENCH MARK DISK
 LB0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0256_STAMPING: K 180 1946
 LB0256_MARK LOGO: CGS
 LB0256_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0256+STABILITY: SURFACE MOTION
 LB0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0256+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2025
 LB0256
 LB0256  HISTORY     - Date     Condition        Report By
 LB0256  HISTORY     - 1946     MONUMENTED       CGS
 LB0256  HISTORY     - 1989     GOOD             USPSQD
 LB0256  HISTORY     - 20250707 GOOD             INDOT
 LB0256
 LB0256                          STATION DESCRIPTION
 LB0256
 LB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0256'4.2 MI W FROM ROANN.
 LB0256'ABOUT 4.15 MILES WEST ALONG STATE HIGHWAY 16 FROM THE CROSSROADS
 LB0256'AT ROANN, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, AND
 LB0256'188 FEET WEST OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD
 LB0256'LEADING NORTH, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0256'34 FEET EAST-SOUTHEAST OF AND ACROSS THE GRAVEL ROAD FROM A
 LB0256'POWER POLE, 17 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0256'4.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE
 LB0256'LINE, ABOUT 0.5 FOOT BELOW THE JUNCTION AND SET IN THE TOP OF
 LB0256'A CONCRETE POST PROJECTING 6 INCHES.
 LB0256
 LB0256                          STATION RECOVERY (1989)
 LB0256
 LB0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0256'RECOVERED IN GOOD CONDITION.
 LB0256
 LB0256                          STATION RECOVERY (2025)
 LB0256
 LB0256'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2025 (SR)
 LB0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0186 ***********************************************************************
 LB0186  DESIGNATION -  K 181
 LB0186  PID         -  LB0186
 LB0186  STATE/COUNTY-  IN/FULTON
 LB0186  COUNTRY     -  US
 LB0186  USGS QUAD   -  GRASS CREEK (2019)
 LB0186
 LB0186                         *CURRENT SURVEY CONTROL
 LB0186  ______________________________________________________________________
 LB0186* NAD 83(1986) POSITION- 40 56 44.79   (N) 086 23 40.55   (W)   HD_HELD1
 LB0186* NAVD 88 ORTHO HEIGHT -   236.015 (meters)      774.33  (feet) ADJUSTED
 LB0186  ______________________________________________________________________
 LB0186  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 LB0186  DYNAMIC HEIGHT  -        235.913 (meters)      773.99  (feet) COMP
 LB0186  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 LB0186
 LB0186  VERT ORDER      -  SECOND    CLASS 0
 LB0186
 LB0186.The horizontal coordinates were determined by differentially corrected
 LB0186.hand held GPS observations or other comparable positioning techniques
 LB0186.and have an estimated accuracy of +/- 3 meters.
 LB0186
 LB0186.The orthometric height was determined by differential leveling and
 LB0186.adjusted by the NATIONAL GEODETIC SURVEY
 LB0186.in June 1991.
 LB0186
 LB0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0186.GEOID18 height accuracy estimate available here.
 LB0186
 LB0186.Click photographs - Photos may exist for this station.
 LB0186
 LB0186.The dynamic height is computed by dividing the NAVD 88
 LB0186.geopotential number by the normal gravity value computed on the
 LB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0186.degrees latitude (g = 980.6199 gals.).
 LB0186
 LB0186.The modeled gravity was interpolated from observed gravity values.
 LB0186
 LB0186;                    North         East    Units  Estimated Accuracy
 LB0186;SPC IN E     -   632,791.7      38,707.1     MT  (+/- 3 meters HH1 GPS) 
 LB0186
 LB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5095732914(NAD 83)
 LB0186
 LB0186                          SUPERSEDED SURVEY CONTROL
 LB0186
 LB0186  NGVD 29 (??/??/92)  236.135  (m)          774.72   (f) ADJ UNCH    2 0
 LB0186
 LB0186.Superseded values are not recommended for survey control.
 LB0186
 LB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0186.See file dsdata.pdf to determine how the superseded data were derived.
 LB0186
 LB0186_MARKER: DB = BENCH MARK DISK
 LB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0186_STAMPING: K 181 1946
 LB0186_MARK LOGO: CGS
 LB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0186+STABILITY: SURFACE MOTION
 LB0186
 LB0186  HISTORY     - Date     Condition        Report By
 LB0186  HISTORY     - 1946     MONUMENTED       CGS
 LB0186  HISTORY     - 1989     GOOD             USPSQD
 LB0186
 LB0186                          STATION DESCRIPTION
 LB0186
 LB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0186'0.6 MI E FROM GRASSCREEK.
 LB0186'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 LB0186'RAILROAD STATION AT GRASSCREEK, AT THE JUNCTION OF A GRAVEL ROAD
 LB0186'LEADING SOUTH, 104 FEET NORTH OF A 40 INCH OAK TREE, 32 FEET
 LB0186'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE
 LB0186'CENTER LINE OF THE ROAD SOUTH, 15 FEET SOUTH OF A 24 INCH STONE
 LB0186'MASONRY FENCE CORNER POST, ABOUT LEVEL WITH THE JUNCTION, AND
 LB0186'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0186
 LB0186                          STATION RECOVERY (1989)
 LB0186
 LB0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1021 ***********************************************************************
 MD1021  DESIGNATION -  K 182
 MD1021  PID         -  MD1021
 MD1021  STATE/COUNTY-  IN/WABASH
 MD1021  COUNTRY     -  US
 MD1021  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1021
 MD1021                         *CURRENT SURVEY CONTROL
 MD1021  ______________________________________________________________________
 MD1021* NAD 83(1986) POSITION- 41 00 49.     (N) 085 47 17.     (W)   SCALED
 MD1021* NAVD 88 ORTHO HEIGHT -   237.792 (meters)      780.16  (feet) ADJUSTED
 MD1021  ______________________________________________________________________
 MD1021  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 MD1021  DYNAMIC HEIGHT  -        237.684 (meters)      779.80  (feet) COMP
 MD1021  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 MD1021
 MD1021  VERT ORDER      -  FIRST     CLASS II
 MD1021
 MD1021.The horizontal coordinates were scaled from a map and have
 MD1021.an estimated accuracy of +/- 6 seconds.
 MD1021
 MD1021.The orthometric height was determined by differential leveling and
 MD1021.adjusted by the NATIONAL GEODETIC SURVEY
 MD1021.in June 1991.
 MD1021
 MD1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1021.GEOID18 height accuracy estimate available here.
 MD1021
 MD1021.Click photographs - Photos may exist for this station.
 MD1021
 MD1021.The dynamic height is computed by dividing the NAVD 88
 MD1021.geopotential number by the normal gravity value computed on the
 MD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1021.degrees latitude (g = 980.6199 gals.).
 MD1021
 MD1021.The modeled gravity was interpolated from observed gravity values.
 MD1021
 MD1021;                    North         East    Units  Estimated Accuracy
 MD1021;SPC IN E     -   640,080.       89,790.      MT  (+/- 180 meters Scaled)
 MD1021
 MD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019409(NAD 83)
 MD1021
 MD1021                          SUPERSEDED SURVEY CONTROL
 MD1021
 MD1021  NGVD 29 (??/??/92)  237.918  (m)          780.57   (f) ADJ UNCH    1 2
 MD1021
 MD1021.Superseded values are not recommended for survey control.
 MD1021
 MD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1021.See file dsdata.pdf to determine how the superseded data were derived.
 MD1021
 MD1021_MARKER: DB = BENCH MARK DISK
 MD1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1021_SP_SET: ABUTMENT
 MD1021_STAMPING: K 182 1946
 MD1021_MARK LOGO: CGS
 MD1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1021+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 MD1021
 MD1021  HISTORY     - Date     Condition        Report By
 MD1021  HISTORY     - 1946     MONUMENTED       CGS
 MD1021  HISTORY     - 1990     GOOD             USPSQD
 MD1021  HISTORY     - 20050114 GOOD             INDIV
 MD1021  HISTORY     - 20110111 GOOD             FARNGP
 MD1021
 MD1021                          STATION DESCRIPTION
 MD1021
 MD1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1021'1.2 MI N FROM NORTH MANCHESTER.
 MD1021'1.15 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1021'STATION AT NORTH MANCHESTER, ABOUT 175 YARDS SOUTH OF A DIRT ROAD
 MD1021'CROSSING, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MD1021'CONCRETE ABUTMENT OF BRIDGE NO. 213, 10 FEET NORTHEAST OF THE
 MD1021'NORTHEAST RAIL, ABOUT 0.5 FOOT BELOW THE TRACK.
 MD1021
 MD1021                          STATION RECOVERY (1990)
 MD1021
 MD1021'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 MD1021'RECOVERED IN GOOD CONDITION.
 MD1021
 MD1021                          STATION RECOVERY (2005)
 MD1021
 MD1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1021'RECOVERED IN GOOD CONDITION.
 MD1021
 MD1021                          STATION RECOVERY (2011)
 MD1021
 MD1021'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 MD1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1314 ***********************************************************************
 LA1314  DESIGNATION -  K 185
 LA1314  PID         -  LA1314
 LA1314  STATE/COUNTY-  IN/MADISON
 LA1314  COUNTRY     -  US
 LA1314  USGS QUAD   -  ALEXANDRIA (2019)
 LA1314
 LA1314                         *CURRENT SURVEY CONTROL
 LA1314  ______________________________________________________________________
 LA1314* NAD 83(2011) POSITION- 40 21 53.55150(N) 085 38 40.95009(W)   NO CHECK
 LA1314* NAD 83(2011) ELLIP HT-   235.596 (meters)        (06/27/12)   NO CHECK
 LA1314* NAD 83(2011) EPOCH   -  2010.00
 LA1314* NAVD 88 ORTHO HEIGHT -   269.685 (meters)      884.79  (feet) ADJUSTED
 LA1314  ______________________________________________________________________
 LA1314  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LA1314  NAD 83(2011) X  -    369,585.531 (meters)                     COMP
 LA1314  NAD 83(2011) Y  - -4,852,692.226 (meters)                     COMP
 LA1314  NAD 83(2011) Z  -  4,109,091.381 (meters)                     COMP
 LA1314  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 LA1314  DYNAMIC HEIGHT  -        269.546 (meters)      884.34  (feet) COMP
 LA1314  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 LA1314
 LA1314  VERT ORDER      -  FIRST     CLASS II
 LA1314
 LA1314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1314  Standards:
 LA1314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1314  -------------------------------------------------------------------
 LA1314  NETWORK    1.01   2.70           0.45   0.37   1.38     -0.05486705
 LA1314  -------------------------------------------------------------------
 LA1314  Click here for local accuracies and other accuracy information.
 LA1314
 LA1314.The horizontal coordinates were established by GPS observations
 LA1314.and adjusted by the National Geodetic Survey in June 2012.
 LA1314
 LA1314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1314.been affixed to the stable North American tectonic plate. See 
 LA1314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1314
 LA1314.The horizontal coordinates are valid at the epoch date displayed above
 LA1314.which is a decimal equivalence of Year/Month/Day.
 LA1314
 LA1314.No horizontal observational check was made to the station.
 LA1314
 LA1314.The orthometric height was determined by differential leveling and
 LA1314.adjusted by the NATIONAL GEODETIC SURVEY
 LA1314.in June 1991.
 LA1314
 LA1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1314.GEOID18 height accuracy estimate available here.
 LA1314
 LA1314.Click photographs - Photos may exist for this station.
 LA1314
 LA1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1314
 LA1314.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1314
 LA1314.The ellipsoidal height was determined by GPS observations
 LA1314.and is referenced to NAD 83.
 LA1314
 LA1314.The dynamic height is computed by dividing the NAVD 88
 LA1314.geopotential number by the normal gravity value computed on the
 LA1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1314.degrees latitude (g = 980.6199 gals.).
 LA1314
 LA1314.The modeled gravity was interpolated from observed gravity values.
 LA1314
 LA1314. The following values were computed from the NAD 83(2011) position.
 LA1314
 LA1314;                    North         East     Units Scale Factor Converg.
 LA1314;SPC IN E     -   568,031.606   101,865.024   MT  0.99996671   +0 00 51.2
 LA1314;SPC IN E     - 1,863,617.03    334,202.17   sFT  0.99996671   +0 00 51.2
 LA1314;UTM  16      - 4,469,137.621   615,070.934   MT  0.99976299   +0 52 40.3
 LA1314
 LA1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1314!SPC IN E     -   0.99996304  x   0.99996671  =   0.99992975
 LA1314!UTM  16      -   0.99996304  x   0.99976299  =   0.99972604
 LA1314
 LA1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1507069137(NAD 83)
 LA1314
 LA1314                          SUPERSEDED SURVEY CONTROL
 LA1314
 LA1314  NAD 83(2007)-  40 21 53.55165(N)    085 38 40.95075(W) AD(2002.00) 1
 LA1314  ELLIP H (10/27/10)  235.600  (m)                       GP(2002.00) 1 1
 LA1314  NAVD 88             269.69   (m)          884.8    (f) LEVELING    3  
 LA1314  NGVD 29 (??/??/92)  269.826  (m)          885.25   (f) ADJ UNCH    1 2
 LA1314
 LA1314.Superseded values are not recommended for survey control.
 LA1314
 LA1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1314.See file dsdata.pdf to determine how the superseded data were derived.
 LA1314
 LA1314_MARKER: DB = BENCH MARK DISK
 LA1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1314_STAMPING: K 185 1946
 LA1314_MARK LOGO: CGS
 LA1314_PROJECTION: PROJECTING 6 CENTIMETERS
 LA1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1314+STABILITY: SURFACE MOTION
 LA1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1314+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 LA1314
 LA1314  HISTORY     - Date     Condition        Report By
 LA1314  HISTORY     - 1946     MONUMENTED       CGS
 LA1314  HISTORY     - 20040828 GOOD             INDIV
 LA1314  HISTORY     - 20090805 GOOD             WOOLPT
 LA1314  HISTORY     - 20110920 GOOD             WOOLPT
 LA1314  HISTORY     - 20120619 GOOD             WOOLPT
 LA1314  HISTORY     - 20160801 GOOD             INDOT
 LA1314  HISTORY     - 20230920 GOOD             INDOT
 LA1314
 LA1314                          STATION DESCRIPTION
 LA1314
 LA1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1314'1.6 MI N FROM SUMMITVILLE.
 LA1314'ABOUT 1.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1314'THE STATION AT SUMMITVILLE, SET IN THE SOUTHEAST QUARTER OF A
 LA1314'GRAVEL ROAD CROSSING, ABOUT 1.0 MILE SOUTH OF THE MADISON-GRANT
 LA1314'COUNTY LINE, 81 FEET EAST OF THE EAST RAIL, 83 FEET NORTHEAST
 LA1314'AND ACROSS A GRAVEL ROAD PARALLELING THE TRACK FROM RAILROAD
 LA1314'CULVERT NO. 387A, 43 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LA1314'ROAD LEADING SOUTH, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LA1314'EAST-WEST GRAVEL ROAD, 3 FEET EAST OF TELEPHONE POLE 907, 1 FOOT
 LA1314'NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW THE CROSSING, AND SET
 LA1314'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1314
 LA1314                          STATION RECOVERY (2004)
 LA1314
 LA1314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DWW)
 LA1314'BETTER DESCRIBED LOCATION  16.8 FEET SOUTH OF CENTERLINE MADISON
 LA1314'COUNTY ROAD 1800 NORTH, 40.2 FEET SOUTHEAST OF SOUTHEAST FACE
 LA1314'POWERPOLE MA 71-79 AEP,81.2 FEET EAST OF EAST RAIL CONRAIL, 41.2 FEET
 LA1314'EAST CENTERLINE OF PAVED PRIVATE ROAD, 83.1 FEET NORTHEAST OF
 LA1314'NORTHEAST FACE 12 INCH CONCRETE POST, 75.9 FEET NORTHEAST OF CONCRETE
 LA1314'HEADWALL.
 LA1314
 LA1314                          STATION RECOVERY (2009)
 LA1314
 LA1314'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 LA1314'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LA1314
 LA1314                          STATION RECOVERY (2011)
 LA1314
 LA1314'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (CJS)
 LA1314'RECOVERED IN GOOD CONDITION.
 LA1314
 LA1314                          STATION RECOVERY (2012)
 LA1314
 LA1314'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 LA1314'RECOVERED IN GOOD CONDITION.
 LA1314
 LA1314                          STATION RECOVERY (2016)
 LA1314
 LA1314'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (JK)
 LA1314'RECOVERED AS DESCRIBED.
 LA1314
 LA1314                          STATION RECOVERY (2023)
 LA1314
 LA1314'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1086 ***********************************************************************
 MD1086  DESIGNATION -  K 186
 MD1086  PID         -  MD1086
 MD1086  STATE/COUNTY-  IN/WHITLEY
 MD1086  COUNTRY     -  US
 MD1086  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1086
 MD1086                         *CURRENT SURVEY CONTROL
 MD1086  ______________________________________________________________________
 MD1086* NAD 83(1986) POSITION- 41 04 31.     (N) 085 37 19.     (W)   SCALED
 MD1086* NAVD 88 ORTHO HEIGHT -   247.844 (meters)      813.13  (feet) ADJUSTED
 MD1086  ______________________________________________________________________
 MD1086  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 MD1086  DYNAMIC HEIGHT  -        247.735 (meters)      812.78  (feet) COMP
 MD1086  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 MD1086
 MD1086  VERT ORDER      -  SECOND    CLASS 0
 MD1086
 MD1086.The horizontal coordinates were scaled from a map and have
 MD1086.an estimated accuracy of +/- 6 seconds.
 MD1086
 MD1086.The orthometric height was determined by differential leveling and
 MD1086.adjusted by the NATIONAL GEODETIC SURVEY
 MD1086.in June 1991.
 MD1086
 MD1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1086.GEOID18 height accuracy estimate available here.
 MD1086
 MD1086.Click photographs - Photos may exist for this station.
 MD1086
 MD1086.The dynamic height is computed by dividing the NAVD 88
 MD1086.geopotential number by the normal gravity value computed on the
 MD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1086.degrees latitude (g = 980.6199 gals.).
 MD1086
 MD1086.The modeled gravity was interpolated from observed gravity values.
 MD1086
 MD1086;                    North         East    Units  Estimated Accuracy
 MD1086;SPC IN E     -   646,920.      103,760.      MT  (+/- 180 meters Scaled)
 MD1086
 MD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL157480(NAD 83)
 MD1086
 MD1086                          SUPERSEDED SURVEY CONTROL
 MD1086
 MD1086  NGVD 29 (??/??/92)  247.976  (m)          813.57   (f) ADJ UNCH    2 0
 MD1086
 MD1086.Superseded values are not recommended for survey control.
 MD1086
 MD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1086.See file dsdata.pdf to determine how the superseded data were derived.
 MD1086
 MD1086_MARKER: DB = BENCH MARK DISK
 MD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1086_STAMPING: K 186 1946
 MD1086_MARK LOGO: CGS
 MD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1086+STABILITY: SURFACE MOTION
 MD1086
 MD1086  HISTORY     - Date     Condition        Report By
 MD1086  HISTORY     - 1946     MONUMENTED       CGS
 MD1086  HISTORY     - 1961     GOOD             CGS
 MD1086
 MD1086                          STATION DESCRIPTION
 MD1086
 MD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1086'0.6 MI SE FROM SOUTH WHITLEY.
 MD1086'ABOUT 0.6 MILE SE ALONG NO. 5 INDIANA HIGHWAY FROM CONCRETE
 MD1086'BRIDGE OVER EEL RIVER AT THE S END OF STATE STREET IN SOUTH
 MD1086'WHITLEY, AT THE JUNCTION OF NOS. 5, 14, AND 105 INDIANA HWYS.,
 MD1086'60 FEET SW OF CENTER LINE OF NO. 5, HWY., 48 FEET NNW OF CENTER
 MD1086'LINE OF NO. 105 HWY., 2 FEET N OF PROJECTED LINE OF CENTER OF
 MD1086'NO. 14 HWY., ABOUT 3.0 FEET LOWER THAN THE INTERSECTION, 22 FEET
 MD1086'W OF FENCE T-INTERSECTION, 1 FOOT N OF FENCE, 1.6 FEET NE OF
 MD1086'STEEL WITNESS POST, AND PROJECTING 0.4 FOOT ABOVE GROUND.  ALL
 MD1086'THE SAID HIGHWAYS ARE NOW 20-FOOT ASPHALT PAVEMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0891 ***********************************************************************
 LA0891  DESIGNATION -  K 188
 LA0891  PID         -  LA0891
 LA0891  STATE/COUNTY-  IN/HUNTINGTON
 LA0891  COUNTRY     -  US
 LA0891  USGS QUAD   -  HUNTINGTON (2019)
 LA0891
 LA0891                         *CURRENT SURVEY CONTROL
 LA0891  ______________________________________________________________________
 LA0891* NAD 83(1986) POSITION- 40 54 01.     (N) 085 26 43.     (W)   SCALED
 LA0891* NAVD 88 ORTHO HEIGHT -   229.493 (meters)      752.93  (feet) ADJUSTED
 LA0891  ______________________________________________________________________
 LA0891  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LA0891  DYNAMIC HEIGHT  -        229.387 (meters)      752.58  (feet) COMP
 LA0891  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 LA0891
 LA0891  VERT ORDER      -  SECOND    CLASS 0
 LA0891
 LA0891.The horizontal coordinates were scaled from a map and have
 LA0891.an estimated accuracy of +/- 6 seconds.
 LA0891
 LA0891.The orthometric height was determined by differential leveling and
 LA0891.adjusted by the NATIONAL GEODETIC SURVEY
 LA0891.in June 1991.
 LA0891
 LA0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0891.GEOID18 height accuracy estimate available here.
 LA0891
 LA0891.Click photographs - Photos may exist for this station.
 LA0891
 LA0891.The dynamic height is computed by dividing the NAVD 88
 LA0891.geopotential number by the normal gravity value computed on the
 LA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0891.degrees latitude (g = 980.6199 gals.).
 LA0891
 LA0891.The modeled gravity was interpolated from observed gravity values.
 LA0891
 LA0891;                    North         East    Units  Estimated Accuracy
 LA0891;SPC IN E     -   627,510.      118,650.      MT  (+/- 180 meters Scaled)
 LA0891
 LA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL309288(NAD 83)
 LA0891
 LA0891                          SUPERSEDED SURVEY CONTROL
 LA0891
 LA0891  NGVD 29 (??/??/92)  229.633  (m)          753.39   (f) ADJ UNCH    2 0
 LA0891
 LA0891.Superseded values are not recommended for survey control.
 LA0891
 LA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0891.See file dsdata.pdf to determine how the superseded data were derived.
 LA0891
 LA0891_MARKER: DB = BENCH MARK DISK
 LA0891_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0891_SP_SET: BOX CULVERT HEADWALL
 LA0891_STAMPING: K 188 1946
 LA0891_MARK LOGO: CGS
 LA0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0891+STABILITY: SURFACE MOTION
 LA0891
 LA0891  HISTORY     - Date     Condition        Report By
 LA0891  HISTORY     - 1946     MONUMENTED       CGS
 LA0891  HISTORY     - 1965     GOOD             INHD
 LA0891
 LA0891                          STATION DESCRIPTION
 LA0891
 LA0891'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0891'3.2 MI NE FROM HUNTINGTON.
 LA0891'3.25 MILES NORTHEAST ALONG U.S. HWY. 24 FROM THE COUNTY COURT
 LA0891'HOUSE AT HUNTINGTON, 0.55 MILES SOUTHWEST OF JUNCTION OF OLD
 LA0891'FORT WAYNE ROAD AND U.S. HWY. 24 ALONG U.S. HWY 24, IN THE
 LA0891'NORTHEAST END OF THE NORTHWEST HEADWALL OF AN 8-FT. CONCRETE
 LA0891'BOX CULVERT, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 LA0891'NORTHWEST LANE OF THE HIGHWAY, 1.7 FEET SOUTHWEST OF THE
 LA0891'NORTHEAST END OF THE HEADWALL AND ABOUT 0.5 FOOT ABOVE HIGHWAY
 LA0891'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0781 ***********************************************************************
 LA0781  DESIGNATION -  K 189
 LA0781  PID         -  LA0781
 LA0781  STATE/COUNTY-  IN/ALLEN
 LA0781  COUNTRY     -  US
 LA0781  USGS QUAD   -  OSSIAN (2019)
 LA0781
 LA0781                         *CURRENT SURVEY CONTROL
 LA0781  ______________________________________________________________________
 LA0781* NAD 83(1986) POSITION- 40 59 14.     (N) 085 11 10.     (W)   SCALED
 LA0781* NAVD 88 ORTHO HEIGHT -   242.862 (meters)      796.79  (feet) ADJUSTED
 LA0781  ______________________________________________________________________
 LA0781  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 LA0781  DYNAMIC HEIGHT  -        242.759 (meters)      796.45  (feet) COMP
 LA0781  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 LA0781
 LA0781  VERT ORDER      -  SECOND    CLASS 0
 LA0781
 LA0781.The horizontal coordinates were scaled from a map and have
 LA0781.an estimated accuracy of +/- 6 seconds.
 LA0781
 LA0781.The orthometric height was determined by differential leveling and
 LA0781.adjusted by the NATIONAL GEODETIC SURVEY
 LA0781.in June 1991.
 LA0781
 LA0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0781.GEOID18 height accuracy estimate available here.
 LA0781
 LA0781.Click photographs - Photos may exist for this station.
 LA0781
 LA0781.The dynamic height is computed by dividing the NAVD 88
 LA0781.geopotential number by the normal gravity value computed on the
 LA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0781.degrees latitude (g = 980.6199 gals.).
 LA0781
 LA0781.The modeled gravity was interpolated from observed gravity values.
 LA0781
 LA0781;                    North         East    Units  Estimated Accuracy
 LA0781;SPC IN E     -   637,250.      140,440.      MT  (+/- 180 meters Scaled)
 LA0781
 LA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL525389(NAD 83)
 LA0781
 LA0781                          SUPERSEDED SURVEY CONTROL
 LA0781
 LA0781  NGVD 29 (??/??/92)  243.015  (m)          797.29   (f) ADJ UNCH    2 0
 LA0781
 LA0781.Superseded values are not recommended for survey control.
 LA0781
 LA0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0781.See file dsdata.pdf to determine how the superseded data were derived.
 LA0781
 LA0781_MARKER: DB = BENCH MARK DISK
 LA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0781_STAMPING: K 189 1946
 LA0781_MARK LOGO: CGS
 LA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0781+STABILITY: SURFACE MOTION
 LA0781
 LA0781  HISTORY     - Date     Condition        Report By
 LA0781  HISTORY     - 1946     MONUMENTED       CGS
 LA0781  HISTORY     - 1968     GOOD             CGS
 LA0781  HISTORY     - 1970     GOOD             NGS
 LA0781  HISTORY     - 1981     GOOD             USGS
 LA0781
 LA0781                          STATION DESCRIPTION
 LA0781
 LA0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0781'2.5 MI SW FROM WAYNEDALE.
 LA0781'ABOUT 2.5 MILES SOUTHWEST OF THE BAER FIELD MUNICIPAL AIRPORT,
 LA0781'0.2 MILE NORTH OF THE CONTROL TOWER AND TERMINAL BLD. IN THE
 LA0781'SOUTHWEST CORNER OF THE INTERSECTION, OF FERGUSON ROAD AND SIX
 LA0781'STREET, IN A GRASS AREA SOUTH OF THE C/L OF FERGUSON ROAD,
 LA0781'7 FT. NORTH OF A TRANSFORMER POLE, 1 FT. SOUTH OF A STEEL
 LA0781'WITNESS POST AND SET IN THE TOP OF A CONC. POST PROJECTING
 LA0781'6 INCHES.
 LA0781
 LA0781                          STATION RECOVERY (1970)
 LA0781
 LA0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0781'RECOVERED IN GOOD CONDITION.
 LA0781
 LA0781                          STATION RECOVERY (1981)
 LA0781
 LA0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LA0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0900 ***********************************************************************
 ME0900  DESIGNATION -  K 19
 ME0900  PID         -  ME0900
 ME0900  STATE/COUNTY-  IN/LA PORTE
 ME0900  COUNTRY     -  US
 ME0900  USGS QUAD   -  SPRINGVILLE (2019)
 ME0900
 ME0900                         *CURRENT SURVEY CONTROL
 ME0900  ______________________________________________________________________
 ME0900* NAD 83(1986) POSITION- 41 39 07.     (N) 086 44 43.     (W)   SCALED
 ME0900* NAVD 88 ORTHO HEIGHT -   263.553 (meters)      864.67  (feet) ADJUSTED
 ME0900  ______________________________________________________________________
 ME0900  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 ME0900  DYNAMIC HEIGHT  -        263.451 (meters)      864.34  (feet) COMP
 ME0900  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 ME0900
 ME0900  VERT ORDER      -  SECOND    CLASS 0
 ME0900
 ME0900.The horizontal coordinates were scaled from a map and have
 ME0900.an estimated accuracy of +/- 6 seconds.
 ME0900
 ME0900.The orthometric height was determined by differential leveling and
 ME0900.adjusted by the NATIONAL GEODETIC SURVEY
 ME0900.in June 1991.
 ME0900
 ME0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0900.GEOID18 height accuracy estimate available here.
 ME0900
 ME0900.Click photographs - Photos may exist for this station.
 ME0900
 ME0900.The dynamic height is computed by dividing the NAVD 88
 ME0900.geopotential number by the normal gravity value computed on the
 ME0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0900.degrees latitude (g = 980.6199 gals.).
 ME0900
 ME0900.The modeled gravity was interpolated from observed gravity values.
 ME0900
 ME0900;                    North         East    Units  Estimated Accuracy
 ME0900;SPC IN W     -   711,020.      928,160.      MT  (+/- 180 meters Scaled)
 ME0900
 ME0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM212111(NAD 83)
 ME0900
 ME0900                          SUPERSEDED SURVEY CONTROL
 ME0900
 ME0900  NGVD 29 (??/??/92)  263.649  (m)          864.99   (f) ADJ UNCH    2 0
 ME0900
 ME0900.Superseded values are not recommended for survey control.
 ME0900
 ME0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0900.See file dsdata.pdf to determine how the superseded data were derived.
 ME0900
 ME0900_MARKER: DB = BENCH MARK DISK
 ME0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0900_STAMPING: K 19 1934
 ME0900_MARK LOGO: CGS
 ME0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0900+STABILITY: SURFACE MOTION
 ME0900
 ME0900  HISTORY     - Date     Condition        Report By
 ME0900  HISTORY     - 1934     MONUMENTED       CGS
 ME0900
 ME0900                          STATION DESCRIPTION
 ME0900
 ME0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0900'2.8 MI NW FROM LA PORTE.
 ME0900'2.8 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 ME0900'RAILROAD FROM THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD AT
 ME0900'LA PORTE, LA PORTE COUNTY, AT BELFAST, IN THE SOUTHWEST ANGLE OF
 ME0900'THE CROSSING OF THE PERE MARQUETTE RAILWAY, 9 YARDS SOUTHWEST OF
 ME0900'THE SOUTHWEST SIDE OF THE STATION, 5-1/2 YARDS SOUTHWEST OF THE
 ME0900'CENTER OF THE CROSSING OF THE RAILROADS, AND LEVEL WITH THE TOP
 ME0900'OF THE RAIL.  A STANDARD DISK, STAMPED K 19 1934 AND SET IN THE
 ME0900'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1229 ***********************************************************************
 JZ1229  DESIGNATION -  K 19
 JZ1229  PID         -  JZ1229
 JZ1229  STATE/COUNTY-  IN/WAYNE
 JZ1229  COUNTRY     -  US
 JZ1229  USGS QUAD   -  RICHMOND (2019)
 JZ1229
 JZ1229                         *CURRENT SURVEY CONTROL
 JZ1229  ______________________________________________________________________
 JZ1229* NAD 83(1986) POSITION- 39 49 45.     (N) 084 53 41.     (W)   SCALED
 JZ1229* NAVD 88 ORTHO HEIGHT -   298.643 (meters)      979.80  (feet) ADJUSTED
 JZ1229  ______________________________________________________________________
 JZ1229  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 JZ1229  DYNAMIC HEIGHT  -        298.469 (meters)      979.23  (feet) COMP
 JZ1229  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 JZ1229
 JZ1229  VERT ORDER      -  SECOND    CLASS 0
 JZ1229
 JZ1229.The horizontal coordinates were scaled from a map and have
 JZ1229.an estimated accuracy of +/- 6 seconds.
 JZ1229
 JZ1229.The orthometric height was determined by differential leveling and
 JZ1229.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1229.in June 1991.
 JZ1229
 JZ1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1229.GEOID18 height accuracy estimate available here.
 JZ1229
 JZ1229.Click photographs - Photos may exist for this station.
 JZ1229
 JZ1229.The dynamic height is computed by dividing the NAVD 88
 JZ1229.geopotential number by the normal gravity value computed on the
 JZ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1229.degrees latitude (g = 980.6199 gals.).
 JZ1229
 JZ1229.The modeled gravity was interpolated from observed gravity values.
 JZ1229
 JZ1229;                    North         East    Units  Estimated Accuracy
 JZ1229;SPC IN E     -   508,840.      166,080.      MT  (+/- 180 meters Scaled)
 JZ1229
 JZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK801109(NAD 83)
 JZ1229
 JZ1229                          SUPERSEDED SURVEY CONTROL
 JZ1229
 JZ1229  NGVD 29 (??/??/92)  298.792  (m)          980.29   (f) ADJ UNCH    2 0
 JZ1229
 JZ1229.Superseded values are not recommended for survey control.
 JZ1229
 JZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1229.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1229
 JZ1229_MARKER: DB = BENCH MARK DISK
 JZ1229_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1229+WITH SETTING: PAVEMENT
 JZ1229_SP_SET: PILLAR BASE
 JZ1229_STAMPING: K 19 1928
 JZ1229_MARK LOGO: USGS
 JZ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1229+STABILITY: SURFACE MOTION
 JZ1229
 JZ1229  HISTORY     - Date     Condition        Report By
 JZ1229  HISTORY     - 1928     MONUMENTED       USGS
 JZ1229  HISTORY     - 1942     GOOD             CGS
 JZ1229  HISTORY     - 20020705 MARK NOT FOUND   GEOCAC
 JZ1229  HISTORY     - 20030308 MARK NOT FOUND   GEOCAC
 JZ1229
 JZ1229                          STATION DESCRIPTION
 JZ1229
 JZ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1229'AT RICHMOND.
 JZ1229'AT RICHMOND, WAYNE COUNTY, AT THE INTERSECTION OF EAST MAIN
 JZ1229'STREET AND NORTH FIFTH STREET, 40 YARDS NORTH OF THE NORTH CURB
 JZ1229'OF EAST MAIN STREET, 8.4 FEET EAST OF THE EAST CURB OF NORTH
 JZ1229'FIFTY STREET, AT THE CITY HALL, IN THE STONE BASE OF THE PILLAR
 JZ1229'AT THE SOUTH SIDE OF THE MAIN ENTRANCE, AND 2.7 FEET ABOVE THE
 JZ1229'PAVEMENT SURFACE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ1229'DISK, STAMPED K 1928 AND SET VERTICALLY.
 JZ1229
 JZ1229                          STATION RECOVERY (2002)
 JZ1229
 JZ1229'RECOVERY NOTE BY GEOCACHING 2002
 JZ1229'MARK NOT FOUND.
 JZ1229
 JZ1229                          STATION RECOVERY (2003)
 JZ1229
 JZ1229'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1229'I BELIEVE THIS IS DESTROYED.  THE OLD CITY HALL WAS TORN DOWN AND
 JZ1229'REPLACED BY A NEWER STRUCTURE TO THE NORTH.  THIS MARK IS DESCRIBED AS
 JZ1229'BEING IN THE STONE BASE OF A PILLAR AT THE SIDE OF THE MAIN ENTRANCE
 JZ1229'OF THE OLD CITY HALL, 2.7 FEET ABOVE THE PAVEMENT SURFACE.  THERE IS
 JZ1229'NO LONGER ANY SUCH PILLAR AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1654 ***********************************************************************
 LA1654  DESIGNATION -  K 190
 LA1654  PID         -  LA1654
 LA1654  STATE/COUNTY-  IN/WABASH
 LA1654  COUNTRY     -  US
 LA1654  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1654
 LA1654                         *CURRENT SURVEY CONTROL
 LA1654  ______________________________________________________________________
 LA1654* NAD 83(1986) POSITION- 40 59 09.     (N) 085 46 56.     (W)   SCALED
 LA1654* NAVD 88 ORTHO HEIGHT -   233.266 (meters)      765.31  (feet) ADJUSTED
 LA1654  ______________________________________________________________________
 LA1654  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LA1654  DYNAMIC HEIGHT  -        233.160 (meters)      764.96  (feet) COMP
 LA1654  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 LA1654
 LA1654  VERT ORDER      -  FIRST     CLASS II
 LA1654
 LA1654.The horizontal coordinates were scaled from a map and have
 LA1654.an estimated accuracy of +/- 6 seconds.
 LA1654
 LA1654.The orthometric height was determined by differential leveling and
 LA1654.adjusted by the NATIONAL GEODETIC SURVEY
 LA1654.in June 1991.
 LA1654
 LA1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1654.GEOID18 height accuracy estimate available here.
 LA1654
 LA1654.Click photographs - Photos may exist for this station.
 LA1654
 LA1654.The dynamic height is computed by dividing the NAVD 88
 LA1654.geopotential number by the normal gravity value computed on the
 LA1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1654.degrees latitude (g = 980.6199 gals.).
 LA1654
 LA1654.The modeled gravity was interpolated from observed gravity values.
 LA1654
 LA1654;                    North         East    Units  Estimated Accuracy
 LA1654;SPC IN E     -   636,990.       90,280.      MT  (+/- 180 meters Scaled)
 LA1654
 LA1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL024378(NAD 83)
 LA1654
 LA1654                          SUPERSEDED SURVEY CONTROL
 LA1654
 LA1654  NGVD 29 (??/??/92)  233.392  (m)          765.72   (f) ADJ UNCH    1 2
 LA1654
 LA1654.Superseded values are not recommended for survey control.
 LA1654
 LA1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1654.See file dsdata.pdf to determine how the superseded data were derived.
 LA1654
 LA1654_MARKER: DB = BENCH MARK DISK
 LA1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1654_STAMPING: K 190 1946
 LA1654_MARK LOGO: CGS
 LA1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1654+STABILITY: SURFACE MOTION
 LA1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1654+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 LA1654
 LA1654  HISTORY     - Date     Condition        Report By
 LA1654  HISTORY     - 1946     MONUMENTED       CGS
 LA1654  HISTORY     - 1968     GOOD             CGS
 LA1654  HISTORY     - 1975     GOOD             NGS
 LA1654  HISTORY     - 20050114 GOOD             INDIV
 LA1654  HISTORY     - 20090623 GOOD             JCLS
 LA1654  HISTORY     - 20110111 GOOD             FARNGP
 LA1654
 LA1654                          STATION DESCRIPTION
 LA1654
 LA1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA1654'0.9 MI S FROM NORTH MANCHESTER.
 LA1654'ABOUT 0.9 MILES SOUTH ALONG THE NEW YORK CENTRAL R.R. (PENN-CENTRAL)
 LA1654'FROM THE STATION AT NORTH MANCHESTER, AT A GRAVEL ROAD CROSSING,
 LA1654'346 FT. SOUTHEAST AND ACROSS FROM MILEPOST 100, 46 FT. EAST
 LA1654'OF THE EAST RAIL OF THE TRACK, 40 FT. SOUTH OF THE C/L OF THE
 LA1654'ROAD, 22 FT. SOUTH OF THE FENCE CORNER, 1 FT. WEST OF THE FENCE
 LA1654'LINE, 1 FT. SOUTH OF A STEEL WITNESS POST, ABOUT 1 FT. LOWER
 LA1654'THAN THE TRACK AND SET IN THE TOP OF A CONC. POST PROJ. ABOUT
 LA1654'6 INCHES.
 LA1654
 LA1654                          STATION RECOVERY (1975)
 LA1654
 LA1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LA1654'RECOVERED IN GOOD CONDITION.
 LA1654
 LA1654                          STATION RECOVERY (2005)
 LA1654
 LA1654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 LA1654'RECOVERED IN GOOD CONDITION.
 LA1654
 LA1654                          STATION RECOVERY (2009)
 LA1654
 LA1654'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LA1654'RECOVERED IN GOOD CONDITION.
 LA1654
 LA1654                          STATION RECOVERY (2011)
 LA1654
 LA1654'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 LA1654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1877 ***********************************************************************
 LA1877  DESIGNATION -  K 191
 LA1877  PID         -  LA1877
 LA1877  STATE/COUNTY-  IN/MIAMI
 LA1877  COUNTRY     -  US
 LA1877  USGS QUAD   -  AMBOY (2019)
 LA1877
 LA1877                         *CURRENT SURVEY CONTROL
 LA1877  ______________________________________________________________________
 LA1877* NAD 83(1986) POSITION- 40 34 45.     (N) 085 56 19.     (W)   SCALED
 LA1877* NAVD 88 ORTHO HEIGHT -   252.953 (meters)      829.90  (feet) ADJUSTED
 LA1877  ______________________________________________________________________
 LA1877  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 LA1877  DYNAMIC HEIGHT  -        252.825 (meters)      829.48  (feet) COMP
 LA1877  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 LA1877
 LA1877  VERT ORDER      -  SECOND    CLASS 0
 LA1877
 LA1877.The horizontal coordinates were scaled from a map and have
 LA1877.an estimated accuracy of +/- 6 seconds.
 LA1877
 LA1877.The orthometric height was determined by differential leveling and
 LA1877.adjusted by the NATIONAL GEODETIC SURVEY
 LA1877.in June 1991.
 LA1877
 LA1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1877.GEOID18 height accuracy estimate available here.
 LA1877
 LA1877.Click photographs - Photos may exist for this station.
 LA1877
 LA1877.The dynamic height is computed by dividing the NAVD 88
 LA1877.geopotential number by the normal gravity value computed on the
 LA1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1877.degrees latitude (g = 980.6199 gals.).
 LA1877
 LA1877.The modeled gravity was interpolated from observed gravity values.
 LA1877
 LA1877;                    North         East    Units  Estimated Accuracy
 LA1877;SPC IN E     -   591,860.       76,980.      MT  (+/- 180 meters Scaled)
 LA1877
 LA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK898925(NAD 83)
 LA1877
 LA1877                          SUPERSEDED SURVEY CONTROL
 LA1877
 LA1877  NGVD 29 (??/??/92)  253.076  (m)          830.30   (f) ADJ UNCH    2 0
 LA1877
 LA1877.Superseded values are not recommended for survey control.
 LA1877
 LA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1877.See file dsdata.pdf to determine how the superseded data were derived.
 LA1877
 LA1877_MARKER: DB = BENCH MARK DISK
 LA1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1877_STAMPING: K 191 1946
 LA1877_MARK LOGO: CGS
 LA1877_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1877+STABILITY: SURFACE MOTION
 LA1877
 LA1877  HISTORY     - Date     Condition        Report By
 LA1877  HISTORY     - 1946     MONUMENTED       CGS
 LA1877
 LA1877                          STATION DESCRIPTION
 LA1877
 LA1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1877'3.5 MI W FROM CONVERSE.
 LA1877'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1877'LIBRARY AT CONVERSE, ABOUT 0.65 MILE WEST OF THE JUNCTION OF STATE
 LA1877'HIGHWAY 21 LEADING NORTH, SET IN THE NORTHWEST QUARTER OF THE
 LA1877'INTERSECTION OF A GRAVEL ROAD, 40 FEET NORTH OF THE CENTER LINE
 LA1877'OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LA1877'ROAD, 14 FEET WEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF THE
 LA1877'FENCE LINE, 12 FEET EAST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE
 LA1877'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1877'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1809 ***********************************************************************
 LA1809  DESIGNATION -  K 192
 LA1809  PID         -  LA1809
 LA1809  STATE/COUNTY-  IN/MIAMI
 LA1809  COUNTRY     -  US
 LA1809  USGS QUAD   -  PEORIA (2019)
 LA1809
 LA1809                         *CURRENT SURVEY CONTROL
 LA1809  ______________________________________________________________________
 LA1809* NAD 83(1986) POSITION- 40 40 45.     (N) 085 59 16.     (W)   SCALED
 LA1809* NAVD 88 ORTHO HEIGHT -   239.717 (meters)      786.47  (feet) ADJUSTED
 LA1809  ______________________________________________________________________
 LA1809  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LA1809  DYNAMIC HEIGHT  -        239.600 (meters)      786.09  (feet) COMP
 LA1809  MODELED GRAVITY -    980,129.1   (mgal)                       NAVD 88
 LA1809
 LA1809  VERT ORDER      -  SECOND    CLASS 0
 LA1809
 LA1809.The horizontal coordinates were scaled from a map and have
 LA1809.an estimated accuracy of +/- 6 seconds.
 LA1809
 LA1809.The orthometric height was determined by differential leveling and
 LA1809.adjusted by the NATIONAL GEODETIC SURVEY
 LA1809.in June 1991.
 LA1809
 LA1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1809.GEOID18 height accuracy estimate available here.
 LA1809
 LA1809.Click photographs - Photos may exist for this station.
 LA1809
 LA1809.The dynamic height is computed by dividing the NAVD 88
 LA1809.geopotential number by the normal gravity value computed on the
 LA1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1809.degrees latitude (g = 980.6199 gals.).
 LA1809
 LA1809.The modeled gravity was interpolated from observed gravity values.
 LA1809
 LA1809;                    North         East    Units  Estimated Accuracy
 LA1809;SPC IN E     -   602,980.       72,850.      MT  (+/- 180 meters Scaled)
 LA1809
 LA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855036(NAD 83)
 LA1809
 LA1809                          SUPERSEDED SURVEY CONTROL
 LA1809
 LA1809  NGVD 29 (??/??/92)  239.843  (m)          786.88   (f) ADJ UNCH    2 0
 LA1809
 LA1809.Superseded values are not recommended for survey control.
 LA1809
 LA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1809.See file dsdata.pdf to determine how the superseded data were derived.
 LA1809
 LA1809_MARKER: DB = BENCH MARK DISK
 LA1809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1809_SP_SET: BRIDGE SEAT
 LA1809_STAMPING: K 192 1946
 LA1809_MARK LOGO: CGS
 LA1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1809
 LA1809  HISTORY     - Date     Condition        Report By
 LA1809  HISTORY     - 1946     MONUMENTED       CGS
 LA1809
 LA1809                          STATION DESCRIPTION
 LA1809
 LA1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1809'0.4 MI N FROM NEW SANTA FE.
 LA1809'ABOUT 0.4 MILE NORTH ALONG A GRAVEL COUNTY ROAD FROM THE CHESAPEAKE
 LA1809'AND OHIO RAILWAY STATION AT NEW SANTA FE, SET IN THE TOP OF THE
 LA1809'WEST END OF THE SOUTH CONCRETE BRIDGE SEAT OF A 25 FOOT CONCRETE
 LA1809'BRIDGE OVER LITTLE PIPE CREEK, 15 FEET WEST OF THE CENTER LINE
 LA1809'OF THE ROAD, AND ABOUT 3 FEET BELOW THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1289 ***********************************************************************
 LA1289  DESIGNATION -  K 193
 LA1289  PID         -  LA1289
 LA1289  STATE/COUNTY-  IN/MADISON
 LA1289  COUNTRY     -  US
 LA1289  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1289
 LA1289                         *CURRENT SURVEY CONTROL
 LA1289  ______________________________________________________________________
 LA1289* NAD 83(2011) POSITION- 40 06 21.60849(N) 085 41 13.75068(W)   NO CHECK
 LA1289* NAD 83(2011) ELLIP HT-   226.174 (meters)        (06/27/12)   NO CHECK
 LA1289* NAD 83(2011) EPOCH   -  2010.00
 LA1289* NAVD 88 ORTHO HEIGHT -   260.253 (meters)      853.85  (feet) ADJUSTED
 LA1289  ______________________________________________________________________
 LA1289  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LA1289  NAD 83(2011) X  -    367,386.376 (meters)                     COMP
 LA1289  NAD 83(2011) Y  - -4,871,472.878 (meters)                     COMP
 LA1289  NAD 83(2011) Z  -  4,087,140.645 (meters)                     COMP
 LA1289  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 LA1289  DYNAMIC HEIGHT  -        260.112 (meters)      853.38  (feet) COMP
 LA1289  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 LA1289
 LA1289  VERT ORDER      -  FIRST     CLASS II
 LA1289
 LA1289  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1289  Standards:
 LA1289         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1289            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1289  -------------------------------------------------------------------
 LA1289  NETWORK    1.25   3.51           0.57   0.42   1.79      0.17675567
 LA1289  -------------------------------------------------------------------
 LA1289  Click here for local accuracies and other accuracy information.
 LA1289
 LA1289.The horizontal coordinates were established by GPS observations
 LA1289.and adjusted by the National Geodetic Survey in June 2012.
 LA1289
 LA1289.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1289.been affixed to the stable North American tectonic plate. See 
 LA1289.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1289
 LA1289.The horizontal coordinates are valid at the epoch date displayed above
 LA1289.which is a decimal equivalence of Year/Month/Day.
 LA1289
 LA1289.No horizontal observational check was made to the station.
 LA1289
 LA1289.The orthometric height was determined by differential leveling and
 LA1289.adjusted by the NATIONAL GEODETIC SURVEY
 LA1289.in June 1991.
 LA1289
 LA1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1289.GEOID18 height accuracy estimate available here.
 LA1289
 LA1289.Click photographs - Photos may exist for this station.
 LA1289
 LA1289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1289
 LA1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1289
 LA1289.The ellipsoidal height was determined by GPS observations
 LA1289.and is referenced to NAD 83.
 LA1289
 LA1289.The dynamic height is computed by dividing the NAVD 88
 LA1289.geopotential number by the normal gravity value computed on the
 LA1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1289.degrees latitude (g = 980.6199 gals.).
 LA1289
 LA1289.The modeled gravity was interpolated from observed gravity values.
 LA1289
 LA1289. The following values were computed from the NAD 83(2011) position.
 LA1289
 LA1289;                    North         East     Units Scale Factor Converg.
 LA1289;SPC IN E     -   539,287.487    98,253.362   MT  0.99996670   -0 00 47.5
 LA1289;SPC IN E     - 1,769,312.36    322,352.91   sFT  0.99996670   -0 00 47.5
 LA1289;UTM  16      - 4,440,348.451   611,892.438   MT  0.99975412   +0 50 45.0
 LA1289
 LA1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1289!SPC IN E     -   0.99996452  x   0.99996670  =   0.99993122
 LA1289!UTM  16      -   0.99996452  x   0.99975412  =   0.99971865
 LA1289
 LA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1189240348(NAD 83)
 LA1289
 LA1289                          SUPERSEDED SURVEY CONTROL
 LA1289
 LA1289  NAD 83(2007)-  40 06 21.60859(N)    085 41 13.75168(W) AD(2002.00) 0
 LA1289  ELLIP H (02/10/07)  226.201  (m)                       GP(2002.00)    
 LA1289  NAD 83(1997)-  40 06 21.60872(N)    085 41 13.75137(W) AD(       ) 1
 LA1289  ELLIP H (11/27/02)  226.217  (m)                       GP(       ) 4 1
 LA1289  NAD 83(1997)-  40 06 21.60858(N)    085 41 13.75148(W) AD(       ) 1
 LA1289  ELLIP H (03/18/02)  226.218  (m)                       GP(       ) 4 1
 LA1289  NAVD 88             260.25   (m)          853.8    (f) LEVELING    3  
 LA1289  NGVD 29 (??/??/92)  260.392  (m)          854.30   (f) ADJ UNCH    1 2
 LA1289
 LA1289.Superseded values are not recommended for survey control.
 LA1289
 LA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1289.See file dsdata.pdf to determine how the superseded data were derived.
 LA1289
 LA1289_MARKER: DB = BENCH MARK DISK
 LA1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1289_STAMPING: K 193 1946
 LA1289_MARK LOGO: CGS
 LA1289_PROJECTION: FLUSH
 LA1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1289+STABILITY: SURFACE MOTION
 LA1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1289+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 LA1289
 LA1289  HISTORY     - Date     Condition        Report By
 LA1289  HISTORY     - 1946     MONUMENTED       CGS
 LA1289  HISTORY     - 20010529 GOOD             WOOLPT
 LA1289
 LA1289                          STATION DESCRIPTION
 LA1289
 LA1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1289'AT ANDERSON.
 LA1289'AT ANDERSON, ABOUT 0.8 MILE NORTH ALONG THE NEW YORK CENTRAL
 LA1289'RAILROAD FROM THE STATION, AT THE INTERSECTION OF JOHN AND WEST
 LA1289'10TH STREET, 70 FEET NORTHWEST AND ACROSS THE TRACKS FROM THE
 LA1289'NORTHWEST CORNER OF THE R.D. MOTOR EXPRESS GARAGE, 8.5 FEET WEST
 LA1289'OF THE WEST RAIL OF THE MAIN TRACK, 30 FEET SOUTH OF WEST 10TH
 LA1289'STREET, 16 FEET EAST OF THE CENTER LINE OF JOHN STREET, 2.4
 LA1289'FEET NORTH OF THE NORTH LEG OF A SIGNAL CONTROL BOX, 12 FEET
 LA1289'SOUTH OF THE WARNING SIGNAL FLASHER, ABOUT LEVEL WITH THE RAIL,
 LA1289'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1289
 LA1289                          STATION RECOVERY (2001)
 LA1289
 LA1289'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LA1289'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 LA1289'OF WEST 10TH AND
 LA1289'JOHN STREET IN ANDERSON, INDIANA.  THE STATION IS BETWEEN JOHN STREET
 LA1289'AND THE ADJACENT,
 LA1289'PARALLEL RAILROAD TRACKS.
 LA1289'
 LA1289'TO REACH THE STATION FROM THE JUNCTION OF SR 32 AND SR 9 ON THE
 LA1289'NORTHEAST SIDE OF
 LA1289'ANDERSON.  PROCEED WEST ON UNIVERSITY BLVD FOR 2.25 KM (1.4 MI) TO THE
 LA1289'INTERSECTION
 LA1289'WITH 5TH STREET.  TURN LEFT AND PROCEED SOUTH FOR 0.56 KM (0.35 MI) TO
 LA1289'THE INTERSECTION
 LA1289'WITH WEST 10TH STREET AND THE STATION IS ON THE LEFT.
 LA1289'
 LA1289'THE STATION IS IN A CONCRETE POST PROJECTING APPROXIMATELY 3 CM ABOVE
 LA1289'THE GROUND, 2.359
 LA1289'M FROM POWERPOLE NUMBER 134 4343, 2.382 M FROM THE WEST RAIL OF A SET
 LA1289'OF RAILROAD
 LA1289'TRACKS, AND 4.950 M FROM THE CENTERLINE OF JOHN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1440 ***********************************************************************
 LA1440  DESIGNATION -  K 194
 LA1440  PID         -  LA1440
 LA1440  STATE/COUNTY-  IN/HAMILTON
 LA1440  COUNTRY     -  US
 LA1440  USGS QUAD   -  LAPEL (2019)
 LA1440
 LA1440                         *CURRENT SURVEY CONTROL
 LA1440  ______________________________________________________________________
 LA1440* NAD 83(1986) POSITION- 40 03 54.     (N) 085 51 47.     (W)   SCALED
 LA1440* NAVD 88 ORTHO HEIGHT -   252.281 (meters)      827.69  (feet) ADJUSTED
 LA1440  ______________________________________________________________________
 LA1440  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 LA1440  DYNAMIC HEIGHT  -        252.143 (meters)      827.24  (feet) COMP
 LA1440  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LA1440
 LA1440  VERT ORDER      -  SECOND    CLASS 0
 LA1440
 LA1440.The horizontal coordinates were scaled from a map and have
 LA1440.an estimated accuracy of +/- 6 seconds.
 LA1440
 LA1440.The orthometric height was determined by differential leveling and
 LA1440.adjusted by the NATIONAL GEODETIC SURVEY
 LA1440.in June 1991.
 LA1440
 LA1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1440.GEOID18 height accuracy estimate available here.
 LA1440
 LA1440.Click photographs - Photos may exist for this station.
 LA1440
 LA1440.The dynamic height is computed by dividing the NAVD 88
 LA1440.geopotential number by the normal gravity value computed on the
 LA1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1440.degrees latitude (g = 980.6199 gals.).
 LA1440
 LA1440.The modeled gravity was interpolated from observed gravity values.
 LA1440
 LA1440;                    North         East    Units  Estimated Accuracy
 LA1440;SPC IN E     -   534,750.       83,250.      MT  (+/- 180 meters Scaled)
 LA1440
 LA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK969355(NAD 83)
 LA1440
 LA1440                          SUPERSEDED SURVEY CONTROL
 LA1440
 LA1440  NGVD 29 (??/??/92)  252.413  (m)          828.13   (f) ADJ UNCH    2 0
 LA1440
 LA1440.Superseded values are not recommended for survey control.
 LA1440
 LA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1440.See file dsdata.pdf to determine how the superseded data were derived.
 LA1440
 LA1440_MARKER: DB = BENCH MARK DISK
 LA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1440_STAMPING: K 194 1946
 LA1440_MARK LOGO: CGS
 LA1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1440+STABILITY: SURFACE MOTION
 LA1440
 LA1440  HISTORY     - Date     Condition        Report By
 LA1440  HISTORY     - 1946     MONUMENTED       CGS
 LA1440  HISTORY     - 20220927 MARK NOT FOUND   IN-057
 LA1440
 LA1440                          STATION DESCRIPTION
 LA1440
 LA1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1440'0.9 MI W FROM LAPEL.
 LA1440'ABOUT 0.9 MILE WEST ALONG THE CENTRAL INDIANA RAILROAD FROM THE
 LA1440'STATION AT LAPEL, SET IN THE SOUTHWEST ANGLE OF THE HAMILTON-MADISON
 LA1440'COUNTY LINE ROAD CROSSING, 16 FEET SOUTH OF THE SOUTH RAIL OF THE
 LA1440'TRACK, 21 FEET WEST OF THE COUNTY LINE ROAD, 4.5 FEET WEST OF THE
 LA1440'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE.  9.5 FEET SOUTHWEST
 LA1440'OF A CROSSING WARNING SIGN, 22 FEET NORTH OF POWER POLE 812-1852,
 LA1440'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA1440'POST PROJECTING 6 INCHES.
 LA1440
 LA1440                          STATION RECOVERY (2022)
 LA1440
 LA1440'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1367 ***********************************************************************
 LA1367  DESIGNATION -  K 195
 LA1367  PID         -  LA1367
 LA1367  STATE/COUNTY-  IN/GRANT
 LA1367  COUNTRY     -  US
 LA1367  USGS QUAD   -  POINT ISABEL (2019)
 LA1367
 LA1367                         *CURRENT SURVEY CONTROL
 LA1367  ______________________________________________________________________
 LA1367* NAD 83(1986) POSITION- 40 24 25.     (N) 085 47 09.     (W)   SCALED
 LA1367* NAVD 88 ORTHO HEIGHT -   269.775 (meters)      885.09  (feet) ADJUSTED
 LA1367  ______________________________________________________________________
 LA1367  GEOID HEIGHT    -        -34.271 (meters)                     GEOID18
 LA1367  DYNAMIC HEIGHT  -        269.635 (meters)      884.63  (feet) COMP
 LA1367  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 LA1367
 LA1367  VERT ORDER      -  SECOND    CLASS 0
 LA1367
 LA1367.The horizontal coordinates were scaled from a map and have
 LA1367.an estimated accuracy of +/- 6 seconds.
 LA1367
 LA1367.The orthometric height was determined by differential leveling and
 LA1367.adjusted by the NATIONAL GEODETIC SURVEY
 LA1367.in June 1991.
 LA1367
 LA1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1367.GEOID18 height accuracy estimate available here.
 LA1367
 LA1367.Click photographs - Photos may exist for this station.
 LA1367
 LA1367.The dynamic height is computed by dividing the NAVD 88
 LA1367.geopotential number by the normal gravity value computed on the
 LA1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1367.degrees latitude (g = 980.6199 gals.).
 LA1367
 LA1367.The modeled gravity was interpolated from observed gravity values.
 LA1367
 LA1367;                    North         East    Units  Estimated Accuracy
 LA1367;SPC IN E     -   572,710.       89,890.      MT  (+/- 180 meters Scaled)
 LA1367
 LA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030736(NAD 83)
 LA1367
 LA1367                          SUPERSEDED SURVEY CONTROL
 LA1367
 LA1367  NGVD 29 (??/??/92)  269.908  (m)          885.52   (f) ADJ UNCH    2 0
 LA1367
 LA1367.Superseded values are not recommended for survey control.
 LA1367
 LA1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1367.See file dsdata.pdf to determine how the superseded data were derived.
 LA1367
 LA1367_MARKER: DB = BENCH MARK DISK
 LA1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1367_STAMPING: K 195 1946
 LA1367_MARK LOGO: CGS
 LA1367_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1367+STABILITY: SURFACE MOTION
 LA1367
 LA1367  HISTORY     - Date     Condition        Report By
 LA1367  HISTORY     - 1946     MONUMENTED       CGS
 LA1367  HISTORY     - 20100402 MARK NOT FOUND   INDIV
 LA1367
 LA1367                          STATION DESCRIPTION
 LA1367
 LA1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1367'2.1 MI N FROM RIGDON.
 LA1367'ABOUT 2.1 MILES NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 LA1367'CHURCH AT RIGDON, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF
 LA1367'STATE HIGHWAY 26, AT AN EAST-WEST CROSS ROAD, 31 FEET EAST
 LA1367'OF THE CENTER LINE OF THE BLACK TOP ROAD, 17 FEET NORTH OF THE
 LA1367'CENTER LINE OF THE CROSS ROAD, 10 FEET EAST OF A FENCE CORNER,
 LA1367'1 FOOT SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1367'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1367'6 INCHES.
 LA1367
 LA1367                          STATION RECOVERY (2010)
 LA1367
 LA1367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFC)
 LA1367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0894 ***********************************************************************
 MD0894  DESIGNATION -  K 196 RESET
 MD0894  PID         -  MD0894
 MD0894  STATE/COUNTY-  IN/WHITLEY
 MD0894  COUNTRY     -  US
 MD0894  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0894
 MD0894                         *CURRENT SURVEY CONTROL
 MD0894  ______________________________________________________________________
 MD0894* NAD 83(1986) POSITION- 41 13 25.     (N) 085 27 44.     (W)   SCALED
 MD0894* NAVD 88 ORTHO HEIGHT -   274.54  (meters)      900.7   (feet) RESET
 MD0894  ______________________________________________________________________
 MD0894  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 MD0894  VERT ORDER      -  THIRD
 MD0894
 MD0894.The horizontal coordinates were scaled from a map and have
 MD0894.an estimated accuracy of +/- 6 seconds.
 MD0894
 MD0894.The orthometric height was computed from unverified reset data.
 MD0894
 MD0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0894.GEOID18 height accuracy estimate available here.
 MD0894
 MD0894.Click photographs - Photos may exist for this station.
 MD0894
 MD0894;                    North         East    Units  Estimated Accuracy
 MD0894;SPC IN E     -   663,410.      117,140.      MT  (+/- 180 meters Scaled)
 MD0894
 MD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288647(NAD 83)
 MD0894
 MD0894                          SUPERSEDED SURVEY CONTROL
 MD0894
 MD0894  NGVD 29 (??/??/??)  274.70   (m)          901.2    (f) RESET       3  
 MD0894
 MD0894.Superseded values are not recommended for survey control.
 MD0894
 MD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0894.See file dsdata.pdf to determine how the superseded data were derived.
 MD0894
 MD0894_MARKER: DB = BENCH MARK DISK
 MD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0894_STAMPING: K 196 RESET 1966
 MD0894_MARK LOGO: CGS
 MD0894_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0894+STABILITY: SURFACE MOTION
 MD0894
 MD0894  HISTORY     - Date     Condition        Report By
 MD0894  HISTORY     - 1966     MONUMENTED       CGS
 MD0894  HISTORY     - 1969     GOOD             INHD
 MD0894
 MD0894                          STATION DESCRIPTION
 MD0894
 MD0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0894'5.2 MI NE FROM COLUMBIA CITY.
 MD0894'5.25 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE
 MD0894'AT COLUMBIA CITY, ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 MD0894'9 FROM ITS INTERSECTION WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT
 MD0894'0.85 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 102 AND THE
 MD0894'ST. JOHN U.B. CHURCH, 0.2 MILE NORTH OF A CROSSROAD, 0.05 MILE
 MD0894'NORTH OF A DRIVEWAY LEADING TO A FARMHOUSE ON THE EAST SIDE OF
 MD0894'THE HIGHWAY, 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 9, 1.5
 MD0894'FEET SOUTH OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A
 MD0894'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MD0894
 MD0894                          STATION RECOVERY (1969)
 MD0894
 MD0894'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0953 ***********************************************************************
 MD0953  DESIGNATION -  K 197
 MD0953  PID         -  MD0953
 MD0953  STATE/COUNTY-  IN/NOBLE
 MD0953  COUNTRY     -  US
 MD0953  USGS QUAD   -  EGE (2019)
 MD0953
 MD0953                         *CURRENT SURVEY CONTROL
 MD0953  ______________________________________________________________________
 MD0953* NAD 83(1997) POSITION- 41 15 50.07921(N) 085 15 01.74762(W)   ADJUSTED
 MD0953* NAVD 88 ORTHO HEIGHT -   269.135 (meters)      882.99  (feet) ADJUSTED
 MD0953  ______________________________________________________________________
 MD0953  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 MD0953  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 MD0953  DYNAMIC HEIGHT  -        269.032 (meters)      882.65  (feet) COMP
 MD0953  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 MD0953
 MD0953  HORZ ORDER      -  SECOND
 MD0953  VERT ORDER      -  SECOND    CLASS 0
 MD0953
 MD0953.The horizontal coordinates were established by classical geodetic methods
 MD0953.and adjusted by the National Geodetic Survey in May 1999.
 MD0953
 MD0953.The orthometric height was determined by differential leveling and
 MD0953.adjusted by the NATIONAL GEODETIC SURVEY
 MD0953.in June 1991.
 MD0953
 MD0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0953.GEOID18 height accuracy estimate available here.
 MD0953
 MD0953.Click photographs - Photos may exist for this station.
 MD0953
 MD0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0953
 MD0953.The dynamic height is computed by dividing the NAVD 88
 MD0953.geopotential number by the normal gravity value computed on the
 MD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0953.degrees latitude (g = 980.6199 gals.).
 MD0953
 MD0953.The modeled gravity was interpolated from observed gravity values.
 MD0953
 MD0953. The following values were computed from the NAD 83(1997) position.
 MD0953
 MD0953;                    North         East     Units Scale Factor Converg.
 MD0953;SPC IN E     -   667,949.764   134,874.322   MT  0.99998163   +0 16 28.1
 MD0953;SPC IN E     - 2,191,431.85    442,500.17   sFT  0.99998163   +0 16 28.1
 MD0953;UTM  16      - 4,569,530.261   646,551.406   MT  0.99986433   +1 09 14.6
 MD0953
 MD0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0953!SPC IN E     -   0.99996294  x   0.99998163  =   0.99994457
 MD0953!UTM  16      -   0.99996294  x   0.99986433  =   0.99982727
 MD0953
 MD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4655169530(NAD 83)
 MD0953
 MD0953                          SUPERSEDED SURVEY CONTROL
 MD0953
 MD0953  NAD 83(1995)-  41 15 50.07928(N)    085 15 01.75222(W) AD(       ) 2
 MD0953  NAD 83(1986)-  41 15 50.07964(N)    085 15 01.76049(W) AD(       ) 2
 MD0953  NAD 27      -  41 15 49.90530(N)    085 15 01.85050(W) AD(       ) 2
 MD0953  NGVD 29 (??/??/92)  269.287  (m)          883.49   (f) ADJ UNCH    2 0
 MD0953  NGVD 29             269.29   (m)          883.5    (f) LEVELING    3  
 MD0953
 MD0953.Superseded values are not recommended for survey control.
 MD0953
 MD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0953.See file dsdata.pdf to determine how the superseded data were derived.
 MD0953
 MD0953_MARKER: DB = BENCH MARK DISK
 MD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0953_STAMPING: K 197 1946
 MD0953_MARK LOGO: CGS
 MD0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0953+STABILITY: SURFACE MOTION
 MD0953
 MD0953  HISTORY     - Date     Condition        Report By
 MD0953  HISTORY     - 1946     MONUMENTED       CGS
 MD0953  HISTORY     - 1961     GOOD             CGS
 MD0953  HISTORY     - 1963     GOOD             CGS
 MD0953  HISTORY     - 1968     GOOD             CGS
 MD0953
 MD0953                          STATION DESCRIPTION
 MD0953
 MD0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0953'THIS IS A TRAVERSE STATION.
 MD0953'
 MD0953'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CHURUBUSCO AND 6
 MD0953'MILES SOUTH OF AVILLA
 MD0953'IN THE VILLAGE OF ARI.  IT IS 31.5 FEET SOUTHEAST OF THE SOUTHEAST
 MD0953'RAIL OF THE PENNSYLVANIA RAILROAD
 MD0953'TRACKS, 28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 MD0953'COUNTY GRAVEL ROAD AND 3 FEET NORTHEAST OF A
 MD0953'TELEPHONE POLE.  A TRAVERSE CONNECTION WAS
 MD0953'MADE TO TRIANGULATION STATION ARI AND THE DISTANCE WAS FOUND TO
 MD0953'BE 59.025 METERS.  THE MARK IS A 12
 MD0953'BY 12 CONCRETE BLOCK PROJECTING ABOUT 6 INCHES AND THE DISK IS A
 MD0953'STANDARD USC AND GS BENCH MARK
 MD0953'STAMPED K-197 1946.
 MD0953'
 MD0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD0953'HIGHWAY 205 IN CHURUBUSCO, GO
 MD0953'NORTHEAST ON STATE HIGHWAY 205 FOR 4.2 MILES TO A CROSSROADS AND THE
 MD0953'STATION IN THE EAST ANGLE.
 MD0953
 MD0953                          STATION RECOVERY (1961)
 MD0953
 MD0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD0953'AT ARI.
 MD0953'AT ARI, AT THE CROSSING OF THE VANDALIA RAILROAD AND E-W GRAVELED
 MD0953'COUNTY LINE ROAD, ABOUT 86 YARDS E OF INTERSECTION OF THE
 MD0953'COUNTY LINE ROAD NO. 205 INDIANA HIGHWAY, 31.5 FEET SE OF SE
 MD0953'RAIL, 25 FEET N OF CENTER LINE OF THE GRAVEL ROAD, 1.6 FEET
 MD0953'HIGHER THAN SAME, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0953
 MD0953                          STATION RECOVERY (1963)
 MD0953
 MD0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0953'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 MD0953'IN NOBLE COUNTY.
 MD0953'
 MD0953'ABOUT 4.6 MILES SE ALONG NO. 205 INDIANA HWY. FROM ITS INTERSECTION
 MD0953'WITH NO. 3 INDIANA HWY. IN LAOTTO,
 MD0953'OR 4.6 MILES NW ALONG THE SAME FROM ITS INTERSECTION WITH NO. 33 U.S.
 MD0953'HWY. IN CHURUBUSCO, ABOUT 86 YARDS
 MD0953'E OF THE CROSSROADS OF NO. 205 HWY. AND NORTH COUNTY
 MD0953'LINE ROAD (ALLEN COUNTY DESIGNATION), 31.5 FT. SE OF
 MD0953'SE RAIL OF A BRANCH LINE OF PENNSYLVANIA
 MD0953'RAILROAD, 25 FEET N OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 1.6
 MD0953'FEET HIGHER THAN SAME, ABOUT
 MD0953'2 FEET W OF STEEL WITNESS POST, A STANDARD BENCH MARK DISK IS STAMPED
 MD0953'K 197 1946 AND SET IN TOP OF A
 MD0953'CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE GROUND.  THE ORIGINAL
 MD0953'DESCRIPTION DISTANCE TRAVERSED FROM
 MD0953'TRIANGULATION STATION ARI IS 59.025 METERS OR
 MD0953'193.65 FEET SE IN AZIMUTH 35 DEG. 25 MIN. 20.1 SEC.
 MD0953'FROM ARI, OR 215 DEG. 25 MIN. 19.1 SEC. IN REVERSE.  THE
 MD0953'DISTANCE WAS CHECKED SO WITH A 300-FOOT TAPE AND THE AZIMUTH BY
 MD0953'INSPECTION.
 MD0953
 MD0953                          STATION RECOVERY (1968)
 MD0953
 MD0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0541 ***********************************************************************
 MD0541  DESIGNATION -  K 198
 MD0541  PID         -  MD0541
 MD0541  STATE/COUNTY-  IN/DE KALB
 MD0541  COUNTRY     -  US
 MD0541  USGS QUAD   -  SAINT JOE (2019)
 MD0541
 MD0541                         *CURRENT SURVEY CONTROL
 MD0541  ______________________________________________________________________
 MD0541* NAD 83(1986) POSITION- 41 20 12.     (N) 084 59 09.     (W)   SCALED
 MD0541* NAVD 88 ORTHO HEIGHT -   259.811 (meters)      852.40  (feet) ADJUSTED
 MD0541  ______________________________________________________________________
 MD0541  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 MD0541  DYNAMIC HEIGHT  -        259.706 (meters)      852.05  (feet) COMP
 MD0541  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 MD0541
 MD0541  VERT ORDER      -  SECOND    CLASS 0
 MD0541
 MD0541.The horizontal coordinates were scaled from a map and have
 MD0541.an estimated accuracy of +/- 6 seconds.
 MD0541
 MD0541.The orthometric height was determined by differential leveling and
 MD0541.adjusted by the NATIONAL GEODETIC SURVEY
 MD0541.in June 1991.
 MD0541
 MD0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0541.GEOID18 height accuracy estimate available here.
 MD0541
 MD0541.Click photographs - Photos may exist for this station.
 MD0541
 MD0541.The dynamic height is computed by dividing the NAVD 88
 MD0541.geopotential number by the normal gravity value computed on the
 MD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0541.degrees latitude (g = 980.6199 gals.).
 MD0541
 MD0541.The modeled gravity was interpolated from observed gravity values.
 MD0541
 MD0541;                    North         East    Units  Estimated Accuracy
 MD0541;SPC IN E     -   676,170.      156,990.      MT  (+/- 180 meters Scaled)
 MD0541
 MD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL685780(NAD 83)
 MD0541
 MD0541                          SUPERSEDED SURVEY CONTROL
 MD0541
 MD0541  NGVD 29 (??/??/92)  259.955  (m)          852.87   (f) ADJ UNCH    2 0
 MD0541
 MD0541.Superseded values are not recommended for survey control.
 MD0541
 MD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0541.See file dsdata.pdf to determine how the superseded data were derived.
 MD0541
 MD0541_MARKER: DB = BENCH MARK DISK
 MD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0541_STAMPING: K 198 1946
 MD0541_MARK LOGO: CGS
 MD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0541+STABILITY: SURFACE MOTION
 MD0541
 MD0541  HISTORY     - Date     Condition        Report By
 MD0541  HISTORY     - 1946     MONUMENTED       CGS
 MD0541  HISTORY     - 1968     GOOD             INHD
 MD0541
 MD0541                          STATION DESCRIPTION
 MD0541
 MD0541'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0541'2.7 MI WNW FROM CONCORD.
 MD0541'ABOUT 0.45 MILE N. ALONG ASPHALT NO. 51 COUNTY HWY. FROM ITS
 MD0541'CROSSING OF BALTIMORE AND OHIO RAILROAD AT CONCORD, THENCE 2.25
 MD0541'MILES W. ALONG ASPHALT NO. 46-A COUNTY ROAD TO T. INTERSECTION
 MD0541'WITH GRAVEL NO. 43 COUNTY ROAD AND THE MARK ON THE RIGHT, 48
 MD0541'FT. N. OF CENTER LINE OF E-W ROAD, 1.6 FT. LOWER THAN SAME, 19
 MD0541'FT. E. OF CENTER LINE OF N.-S. ROAD, 1 FT. W. OF FENCE, 1.6 FT.
 MD0541'N. OF STEEL POST, AND PROJECTING 0.2 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1248 ***********************************************************************
 JZ1248  DESIGNATION -  K 2
 JZ1248  PID         -  JZ1248
 JZ1248  STATE/COUNTY-  IN/UNION
 JZ1248  COUNTRY     -  US
 JZ1248  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1248
 JZ1248                         *CURRENT SURVEY CONTROL
 JZ1248  ______________________________________________________________________
 JZ1248* NAD 83(1986) POSITION- 39 35 47.     (N) 084 51 39.     (W)   SCALED
 JZ1248* NAVD 88 ORTHO HEIGHT -   317.216 (meters)     1040.73  (feet) ADJUSTED
 JZ1248  ______________________________________________________________________
 JZ1248  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 JZ1248  DYNAMIC HEIGHT  -        317.033 (meters)     1040.13  (feet) COMP
 JZ1248  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 JZ1248
 JZ1248  VERT ORDER      -  SECOND    CLASS 0
 JZ1248
 JZ1248.The horizontal coordinates were scaled from a map and have
 JZ1248.an estimated accuracy of +/- 6 seconds.
 JZ1248
 JZ1248.The orthometric height was determined by differential leveling and
 JZ1248.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1248.in June 1991.
 JZ1248
 JZ1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1248.GEOID18 height accuracy estimate available here.
 JZ1248
 JZ1248.Click photographs - Photos may exist for this station.
 JZ1248
 JZ1248.The dynamic height is computed by dividing the NAVD 88
 JZ1248.geopotential number by the normal gravity value computed on the
 JZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1248.degrees latitude (g = 980.6199 gals.).
 JZ1248
 JZ1248.The modeled gravity was interpolated from observed gravity values.
 JZ1248
 JZ1248;                    North         East    Units  Estimated Accuracy
 JZ1248;SPC IN E     -   483,020.      169,220.      MT  (+/- 180 meters Scaled)
 JZ1248
 JZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836851(NAD 83)
 JZ1248
 JZ1248                          SUPERSEDED SURVEY CONTROL
 JZ1248
 JZ1248  NGVD 29 (??/??/92)  317.369  (m)         1041.23   (f) ADJ UNCH    2 0
 JZ1248
 JZ1248.Superseded values are not recommended for survey control.
 JZ1248
 JZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1248.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1248
 JZ1248_MARKER: DD = SURVEY DISK
 JZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1248_STAMPING: K 2 1928
 JZ1248_MARK LOGO: USGS
 JZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1248+STABILITY: SURFACE MOTION
 JZ1248
 JZ1248  HISTORY     - Date     Condition        Report By
 JZ1248  HISTORY     - 1928     MONUMENTED       USGS
 JZ1248  HISTORY     - 1947     GOOD             CGS
 JZ1248
 JZ1248                          STATION DESCRIPTION
 JZ1248
 JZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1248'AT COTTAGE GROVE.
 JZ1248'AT COTTAGE GROVE, ABOUT 7 RAILS NORTHWEST OF THE BALTIMORE AND
 JZ1248'OHIO RAILROAD STATION, IN THE NORTHWEST ANGLE OF AN EAST-WEST
 JZ1248'GRAVEL ROAD, IN THE YARD AT A WHITE FRAME HOUSE, 44 FEET
 JZ1248'SOUTHWEST OF THE SOUTHWEST RAIL, 12 FEET NORTH OF THE CENTER
 JZ1248'LINE OF THE ROAD, 13.5 FEET SOUTH OF A CATALPA TREE, 23.5 FEET
 JZ1248'SOUTHWEST OF A RAILROAD SIGNAL CONTROL BOX, 12.5 FEET WEST
 JZ1248'OF A POWER POLE, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 JZ1248'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0498 ***********************************************************************
 MD0498  DESIGNATION -  K 200
 MD0498  PID         -  MD0498
 MD0498  STATE/COUNTY-  IN/ALLEN
 MD0498  COUNTRY     -  US
 MD0498  USGS QUAD   -  GRABILL (2019)
 MD0498
 MD0498                         *CURRENT SURVEY CONTROL
 MD0498  ______________________________________________________________________
 MD0498* NAD 83(1986) POSITION- 41 11 09.     (N) 084 56 17.     (W)   SCALED
 MD0498* NAVD 88 ORTHO HEIGHT -   237.768 (meters)      780.08  (feet) ADJUSTED
 MD0498  ______________________________________________________________________
 MD0498  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 MD0498  DYNAMIC HEIGHT  -        237.673 (meters)      779.77  (feet) COMP
 MD0498  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 MD0498
 MD0498  VERT ORDER      -  SECOND    CLASS 0
 MD0498
 MD0498.The horizontal coordinates were scaled from a map and have
 MD0498.an estimated accuracy of +/- 6 seconds.
 MD0498
 MD0498.The orthometric height was determined by differential leveling and
 MD0498.adjusted by the NATIONAL GEODETIC SURVEY
 MD0498.in June 1991.
 MD0498
 MD0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0498.GEOID18 height accuracy estimate available here.
 MD0498
 MD0498.Click photographs - Photos may exist for this station.
 MD0498
 MD0498.The dynamic height is computed by dividing the NAVD 88
 MD0498.geopotential number by the normal gravity value computed on the
 MD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0498.degrees latitude (g = 980.6199 gals.).
 MD0498
 MD0498.The modeled gravity was interpolated from observed gravity values.
 MD0498
 MD0498;                    North         East    Units  Estimated Accuracy
 MD0498;SPC IN E     -   659,450.      161,130.      MT  (+/- 180 meters Scaled)
 MD0498
 MD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729614(NAD 83)
 MD0498
 MD0498                          SUPERSEDED SURVEY CONTROL
 MD0498
 MD0498  NGVD 29 (??/??/92)  237.926  (m)          780.60   (f) ADJ UNCH    2 0
 MD0498
 MD0498.Superseded values are not recommended for survey control.
 MD0498
 MD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0498.See file dsdata.pdf to determine how the superseded data were derived.
 MD0498
 MD0498_MARKER: DB = BENCH MARK DISK
 MD0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0498_SP_SET: CULVERT HEADWALL
 MD0498_STAMPING: K 200 1946
 MD0498_MARK LOGO: CGS
 MD0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0498+STABILITY: SURFACE MOTION
 MD0498
 MD0498  HISTORY     - Date     Condition        Report By
 MD0498  HISTORY     - 1946     MONUMENTED       CGS
 MD0498  HISTORY     - 1962     GOOD             CGS
 MD0498  HISTORY     - 1963     GOOD             CGS
 MD0498
 MD0498                          STATION DESCRIPTION
 MD0498
 MD0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0498'1.1 MI SW FROM HARLAN.
 MD0498'ABOUT 1.1 MILES SW ALONG NO. 37 INDIANA HIGHWAY FROM ITS OBLIQUE
 MD0498'INTERSECTION WITH ANTWERP ROAD IN THE HEART OF HARLAN, ABOUT
 MD0498'75 YARDS NE OF THE INTERSECTION OF THE HWY. AND CUBA ROAD, 18
 MD0498'FEET NW OF CENTER LINE OF HWY., 0.5 FOOT LOWER THAN SAME, 1.4
 MD0498'FEET SW OF NE END OF 8-FOOT CONCRETE HEADWALL OF A 15-INCH
 MD0498'PIPE CULVERT UNDER THE HWY.
 MD0498
 MD0498                          STATION RECOVERY (1963)
 MD0498
 MD0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0340 ***********************************************************************
 MD0340  DESIGNATION -  K 201 RESET
 MD0340  PID         -  MD0340
 MD0340  STATE/COUNTY-  IN/DE KALB
 MD0340  COUNTRY     -  US
 MD0340  USGS QUAD   -  BUTLER EAST (2019)
 MD0340
 MD0340                         *CURRENT SURVEY CONTROL
 MD0340  ______________________________________________________________________
 MD0340* NAD 83(1986) POSITION- 41 26 06.     (N) 084 49 32.     (W)   SCALED
 MD0340* NAVD 88 ORTHO HEIGHT -   259.15  (meters)      850.2   (feet) RESET
 MD0340  ______________________________________________________________________
 MD0340  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 MD0340  VERT ORDER      -  THIRD
 MD0340
 MD0340.The horizontal coordinates were scaled from a map and have
 MD0340.an estimated accuracy of +/- 6 seconds.
 MD0340
 MD0340.The orthometric height was computed from unverified reset data.
 MD0340
 MD0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0340.GEOID18 height accuracy estimate available here.
 MD0340
 MD0340.Click photographs - Photos may exist for this station.
 MD0340
 MD0340;                    North         East    Units  Estimated Accuracy
 MD0340;SPC IN E     -   687,210.      170,300.      MT  (+/- 180 meters Scaled)
 MD0340
 MD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL816893(NAD 83)
 MD0340
 MD0340                          SUPERSEDED SURVEY CONTROL
 MD0340
 MD0340.No superseded survey control is available for this station.
 MD0340
 MD0340_MARKER: DB = BENCH MARK DISK
 MD0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0340_STAMPING: K 201 RESET 1962
 MD0340_MARK LOGO: CGS
 MD0340_PROJECTION: FLUSH
 MD0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0340+STABILITY: SURFACE MOTION
 MD0340
 MD0340  HISTORY     - Date     Condition        Report By
 MD0340  HISTORY     - 1962     MONUMENTED       CGS
 MD0340
 MD0340                          STATION DESCRIPTION
 MD0340
 MD0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0340'2.5 MI E FROM BUTLER.
 MD0340'ABOUT 2.5 MILES E ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0340'WITH NO. 1 INDIANA HWY. IN HEART OF BUTLER, ABOUT 67 YARDS E
 MD0340'OF 24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 59-1/2 FEET
 MD0340'NE OF NO. 3561-W RAILROAD TRAFFIC LIGHT, 47 FEET S OF CENTER LINE
 MD0340'OF 24-FOOT HWY. PAVEMENT, 0.5 FOOT HIGHER THAN THE SAME, 46 FEET
 MD0340'N OF N RAIL OF NEW YORK CENTRAL RAILROAD DOUBLE TRACKS, ABOUT
 MD0340'6 FEET LOWER THAN TOP OF SAME, 2 FEET E OF A STEEL WITNESS POST,
 MD0340'AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1755 ***********************************************************************
 LA1755  DESIGNATION -  K 202
 LA1755  PID         -  LA1755
 LA1755  STATE/COUNTY-  IN/HUNTINGTON
 LA1755  COUNTRY     -  US
 LA1755  USGS QUAD   -  ANDREWS (2019)
 LA1755
 LA1755                         *CURRENT SURVEY CONTROL
 LA1755  ______________________________________________________________________
 LA1755* NAD 83(1986) POSITION- 40 47 07.     (N) 085 30 25.     (W)   SCALED
 LA1755* NAVD 88 ORTHO HEIGHT -   248.906 (meters)      816.62  (feet) ADJUSTED
 LA1755  ______________________________________________________________________
 LA1755  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 LA1755  DYNAMIC HEIGHT  -        248.786 (meters)      816.23  (feet) COMP
 LA1755  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 LA1755
 LA1755  VERT ORDER      -  SECOND    CLASS 0
 LA1755
 LA1755.The horizontal coordinates were scaled from a map and have
 LA1755.an estimated accuracy of +/- 6 seconds.
 LA1755
 LA1755.The orthometric height was determined by differential leveling and
 LA1755.adjusted by the NATIONAL GEODETIC SURVEY
 LA1755.in June 1991.
 LA1755
 LA1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1755.GEOID18 height accuracy estimate available here.
 LA1755
 LA1755.Click photographs - Photos may exist for this station.
 LA1755
 LA1755.The dynamic height is computed by dividing the NAVD 88
 LA1755.geopotential number by the normal gravity value computed on the
 LA1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1755.degrees latitude (g = 980.6199 gals.).
 LA1755
 LA1755.The modeled gravity was interpolated from observed gravity values.
 LA1755
 LA1755;                    North         East    Units  Estimated Accuracy
 LA1755;SPC IN E     -   614,730.      113,480.      MT  (+/- 180 meters Scaled)
 LA1755
 LA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL259159(NAD 83)
 LA1755
 LA1755                          SUPERSEDED SURVEY CONTROL
 LA1755
 LA1755  NGVD 29 (??/??/92)  249.039  (m)          817.06   (f) ADJ UNCH    2 0
 LA1755
 LA1755.Superseded values are not recommended for survey control.
 LA1755
 LA1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1755.See file dsdata.pdf to determine how the superseded data were derived.
 LA1755
 LA1755_MARKER: DB = BENCH MARK DISK
 LA1755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1755_SP_SET: COAL BIN SLAB COVERING
 LA1755_STAMPING: K 202 1946
 LA1755_MARK LOGO: CGS
 LA1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1755
 LA1755  HISTORY     - Date     Condition        Report By
 LA1755  HISTORY     - 1946     MONUMENTED       CGS
 LA1755  HISTORY     - 1962     GOOD             CGS
 LA1755
 LA1755                          STATION DESCRIPTION
 LA1755
 LA1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1755'2.6 MI N FROM LANCASTER.
 LA1755'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1755'AT LANCASTER, AT AN EAST-WEST GRAVEL CROSS ROAD AND THE LANCASTER
 LA1755'TOWNSHIP SCHOOL, 78 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LA1755'ROAD, AT THE SOUTH SIDE OF THE SCHOOL BUILDING, SET IN THE TOP OF
 LA1755'THE SOUTHEAST CORNER OF THE CONCRETE SLAB COVERING THE COAL BIN,
 LA1755'20.1 FEET SOUTH OF THE SOUTH WALL OF THE NEW PART OF THE SCHOOL
 LA1755'BUILDING, 22.6 FEET WEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM,
 LA1755'AND SET HORIZONTALLY IN A DRILL HOLE.
 LA1755
 LA1755                          STATION RECOVERY (1962)
 LA1755
 LA1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1745 ***********************************************************************
 LA1745  DESIGNATION -  K 203
 LA1745  PID         -  LA1745
 LA1745  STATE/COUNTY-  IN/HUNTINGTON
 LA1745  COUNTRY     -  US
 LA1745  USGS QUAD   -  ANDREWS (2019)
 LA1745
 LA1745                         *CURRENT SURVEY CONTROL
 LA1745  ______________________________________________________________________
 LA1745* NAD 83(1986) POSITION- 40 50 32.     (N) 085 36 10.     (W)   SCALED
 LA1745* NAVD 88 ORTHO HEIGHT -   244.913 (meters)      803.52  (feet) ADJUSTED
 LA1745  ______________________________________________________________________
 LA1745  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LA1745  DYNAMIC HEIGHT  -        244.796 (meters)      803.13  (feet) COMP
 LA1745  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 LA1745
 LA1745  VERT ORDER      -  SECOND    CLASS 0
 LA1745
 LA1745.The horizontal coordinates were scaled from a map and have
 LA1745.an estimated accuracy of +/- 6 seconds.
 LA1745
 LA1745.The orthometric height was determined by differential leveling and
 LA1745.adjusted by the NATIONAL GEODETIC SURVEY
 LA1745.in June 1991.
 LA1745
 LA1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1745.GEOID18 height accuracy estimate available here.
 LA1745
 LA1745.Click photographs - Photos may exist for this station.
 LA1745
 LA1745.The dynamic height is computed by dividing the NAVD 88
 LA1745.geopotential number by the normal gravity value computed on the
 LA1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1745.degrees latitude (g = 980.6199 gals.).
 LA1745
 LA1745.The modeled gravity was interpolated from observed gravity values.
 LA1745
 LA1745;                    North         East    Units  Estimated Accuracy
 LA1745;SPC IN E     -   621,040.      105,390.      MT  (+/- 180 meters Scaled)
 LA1745
 LA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL177221(NAD 83)
 LA1745
 LA1745                          SUPERSEDED SURVEY CONTROL
 LA1745
 LA1745  NGVD 29 (??/??/92)  245.038  (m)          803.93   (f) ADJ UNCH    2 0
 LA1745
 LA1745.Superseded values are not recommended for survey control.
 LA1745
 LA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1745.See file dsdata.pdf to determine how the superseded data were derived.
 LA1745
 LA1745_MARKER: DB = BENCH MARK DISK
 LA1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1745_STAMPING: K 203 1946
 LA1745_MARK LOGO: CGS
 LA1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1745+STABILITY: SURFACE MOTION
 LA1745
 LA1745  HISTORY     - Date     Condition        Report By
 LA1745  HISTORY     - 1946     MONUMENTED       CGS
 LA1745
 LA1745                          STATION DESCRIPTION
 LA1745
 LA1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1745'1.2 MI S FROM ANDREWS.
 LA1745'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1745'OFFICE AT ANDREWS, AT AN EAST-WEST GRAVEL CROSS ROAD, 55 FEET
 LA1745'EAST OF THE CENTER LINE OF THE HIGHWAY, 17.5 FEET NORTH OF THE CENTER
 LA1745'LINE OF THE CROSS ROAD, 34 FEET EAST OF A FENCE CORNER, 1 FOOT
 LA1745'SOUTH OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD EAST, AND SET
 LA1745'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1450 ***********************************************************************
 LA1450  DESIGNATION -  K 206
 LA1450  PID         -  LA1450
 LA1450  STATE/COUNTY-  IN/MADISON
 LA1450  COUNTRY     -  US
 LA1450  USGS QUAD   -  ELWOOD (2019)
 LA1450
 LA1450                         *CURRENT SURVEY CONTROL
 LA1450  ______________________________________________________________________
 LA1450* NAD 83(1986) POSITION- 40 16 39.     (N) 085 45 56.     (W)   SCALED
 LA1450* NAVD 88 ORTHO HEIGHT -   265.598 (meters)      871.38  (feet) ADJUSTED
 LA1450  ______________________________________________________________________
 LA1450  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 LA1450  DYNAMIC HEIGHT  -        265.458 (meters)      870.92  (feet) COMP
 LA1450  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 LA1450
 LA1450  VERT ORDER      -  SECOND    CLASS 0
 LA1450
 LA1450.The horizontal coordinates were scaled from a map and have
 LA1450.an estimated accuracy of +/- 6 seconds.
 LA1450
 LA1450.The orthometric height was determined by differential leveling and
 LA1450.adjusted by the NATIONAL GEODETIC SURVEY
 LA1450.in June 1991.
 LA1450
 LA1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1450.GEOID18 height accuracy estimate available here.
 LA1450
 LA1450.Click photographs - Photos may exist for this station.
 LA1450
 LA1450.The dynamic height is computed by dividing the NAVD 88
 LA1450.geopotential number by the normal gravity value computed on the
 LA1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1450.degrees latitude (g = 980.6199 gals.).
 LA1450
 LA1450.The modeled gravity was interpolated from observed gravity values.
 LA1450
 LA1450;                    North         East    Units  Estimated Accuracy
 LA1450;SPC IN E     -   558,330.       91,590.      MT  (+/- 180 meters Scaled)
 LA1450
 LA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK049592(NAD 83)
 LA1450
 LA1450                          SUPERSEDED SURVEY CONTROL
 LA1450
 LA1450  NGVD 29 (??/??/92)  265.735  (m)          871.83   (f) ADJ UNCH    2 0
 LA1450
 LA1450.Superseded values are not recommended for survey control.
 LA1450
 LA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1450.See file dsdata.pdf to determine how the superseded data were derived.
 LA1450
 LA1450_MARKER: DB = BENCH MARK DISK
 LA1450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1450_SP_SET: CULVERT HEADWALL
 LA1450_STAMPING: K 206 1946
 LA1450_MARK LOGO: CGS
 LA1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1450+STABILITY: SURFACE MOTION
 LA1450
 LA1450  HISTORY     - Date     Condition        Report By
 LA1450  HISTORY     - 1946     MONUMENTED       CGS
 LA1450  HISTORY     - 1971     GOOD             LOCSUR
 LA1450
 LA1450                          STATION DESCRIPTION
 LA1450
 LA1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1450'3.9 MI E FROM ELWOOD.
 LA1450'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS
 LA1450'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 0.5 MILE
 LA1450'WEST OF JOE STURBOIS GENERAL STORE, SET IN THE SOUTHEAST QUARTER
 LA1450'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, SET IN THE TOP OF THE
 LA1450'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 14 INCH CLAY TILE
 LA1450'PIPE CULVERT, 75 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LA1450'ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LA1450'LEVEL WITH THE INTERSECTION.
 LA1450
 LA1450                          STATION RECOVERY (1971)
 LA1450
 LA1450'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LA1450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0524 ***********************************************************************
 LB0524  DESIGNATION -  K 207
 LB0524  PID         -  LB0524
 LB0524  STATE/COUNTY-  IN/TIPTON
 LB0524  COUNTRY     -  US
 LB0524  USGS QUAD   -  KEMPTON (2019)
 LB0524
 LB0524                         *CURRENT SURVEY CONTROL
 LB0524  ______________________________________________________________________
 LB0524* NAD 83(1986) POSITION- 40 16 26.     (N) 086 12 13.     (W)   SCALED
 LB0524* NAVD 88 ORTHO HEIGHT -   281.448 (meters)      923.38  (feet) ADJUSTED
 LB0524  ______________________________________________________________________
 LB0524  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LB0524  DYNAMIC HEIGHT  -        281.293 (meters)      922.88  (feet) COMP
 LB0524  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 LB0524
 LB0524  VERT ORDER      -  SECOND    CLASS 0
 LB0524
 LB0524.The horizontal coordinates were scaled from a map and have
 LB0524.an estimated accuracy of +/- 6 seconds.
 LB0524
 LB0524.The orthometric height was determined by differential leveling and
 LB0524.adjusted by the NATIONAL GEODETIC SURVEY
 LB0524.in June 1991.
 LB0524
 LB0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0524.GEOID18 height accuracy estimate available here.
 LB0524
 LB0524.Click photographs - Photos may exist for this station.
 LB0524
 LB0524.The dynamic height is computed by dividing the NAVD 88
 LB0524.geopotential number by the normal gravity value computed on the
 LB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0524.degrees latitude (g = 980.6199 gals.).
 LB0524
 LB0524.The modeled gravity was interpolated from observed gravity values.
 LB0524
 LB0524;                    North         East    Units  Estimated Accuracy
 LB0524;SPC IN E     -   558,070.       54,330.      MT  (+/- 180 meters Scaled)
 LB0524
 LB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK677584(NAD 83)
 LB0524
 LB0524                          SUPERSEDED SURVEY CONTROL
 LB0524
 LB0524  NGVD 29 (??/??/92)  281.558  (m)          923.74   (f) ADJ UNCH    2 0
 LB0524
 LB0524.Superseded values are not recommended for survey control.
 LB0524
 LB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0524.See file dsdata.pdf to determine how the superseded data were derived.
 LB0524
 LB0524_MARKER: DB = BENCH MARK DISK
 LB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0524_STAMPING: K 207 1946
 LB0524_MARK LOGO: CGS
 LB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0524+STABILITY: SURFACE MOTION
 LB0524
 LB0524  HISTORY     - Date     Condition        Report By
 LB0524  HISTORY     - 1946     MONUMENTED       CGS
 LB0524
 LB0524                          STATION DESCRIPTION
 LB0524
 LB0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0524'2.8 MI W FROM TETERSBURG.
 LB0524'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0524'AT TETERSBURG, AT A SHELL OIL SERVICE STATION ON THE SOUTH SIDE
 LB0524'OF THE HIGHWAY, 82.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB0524'THE STATION, 121 FEET WEST OF A FENCE CORNER POST, 26 FEET SOUTH
 LB0524'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A TELEPHONE
 LB0524'POLE, ABOUT 0.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF
 LB0524'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0469 ***********************************************************************
 LB0469  DESIGNATION -  K 208
 LB0469  PID         -  LB0469
 LB0469  STATE/COUNTY-  IN/TIPTON
 LB0469  COUNTRY     -  US
 LB0469  USGS QUAD   -  KOKOMO EAST (2019)
 LB0469
 LB0469                         *CURRENT SURVEY CONTROL
 LB0469  ______________________________________________________________________
 LB0469* NAD 83(1986) POSITION- 40 22 47.     (N) 086 04 11.     (W)   SCALED
 LB0469* NAVD 88 ORTHO HEIGHT -   266.317 (meters)      873.74  (feet) ADJUSTED
 LB0469  ______________________________________________________________________
 LB0469  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB0469  DYNAMIC HEIGHT  -        266.176 (meters)      873.28  (feet) COMP
 LB0469  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 LB0469
 LB0469  VERT ORDER      -  SECOND    CLASS 0
 LB0469
 LB0469.The horizontal coordinates were scaled from a map and have
 LB0469.an estimated accuracy of +/- 6 seconds.
 LB0469
 LB0469.The orthometric height was determined by differential leveling and
 LB0469.adjusted by the NATIONAL GEODETIC SURVEY
 LB0469.in June 1991.
 LB0469
 LB0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0469.GEOID18 height accuracy estimate available here.
 LB0469
 LB0469.Click photographs - Photos may exist for this station.
 LB0469
 LB0469.The dynamic height is computed by dividing the NAVD 88
 LB0469.geopotential number by the normal gravity value computed on the
 LB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0469.degrees latitude (g = 980.6199 gals.).
 LB0469
 LB0469.The modeled gravity was interpolated from observed gravity values.
 LB0469
 LB0469;                    North         East    Units  Estimated Accuracy
 LB0469;SPC IN E     -   569,760.       65,770.      MT  (+/- 180 meters Scaled)
 LB0469
 LB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK789703(NAD 83)
 LB0469
 LB0469                          SUPERSEDED SURVEY CONTROL
 LB0469
 LB0469  NGVD 29 (??/??/92)  266.436  (m)          874.13   (f) ADJ UNCH    2 0
 LB0469
 LB0469.Superseded values are not recommended for survey control.
 LB0469
 LB0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0469.See file dsdata.pdf to determine how the superseded data were derived.
 LB0469
 LB0469_MARKER: DB = BENCH MARK DISK
 LB0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0469_STAMPING: K 208 1946
 LB0469_MARK LOGO: CGS
 LB0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0469+STABILITY: SURFACE MOTION
 LB0469
 LB0469  HISTORY     - Date     Condition        Report By
 LB0469  HISTORY     - 1946     MONUMENTED       CGS
 LB0469
 LB0469                          STATION DESCRIPTION
 LB0469
 LB0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0469'1 MI E FROM SHARPSVILLE.
 LB0469'ABOUT 1.0 MILE EAST ALONG A COUNTY ROAD FROM THE METHODIST CHURCH
 LB0469'AT SHARPSVILLE, ABOUT 200 YARDS NORTHEAST OF A LARGE BRICK
 LB0469'SILO, SET IN THE NORTHWEST ANGLE OF A NORTH-SOUTH ROAD, 55 FEET
 LB0469'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 18 FEET WEST
 LB0469'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 5.5 FEET SOUTH OF
 LB0469'A POWER POLE AND IN LINE WITH THE ROW OF POLES, ABOUT LEVEL WITH
 LB0469'THE JUNCTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0469'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0568 ***********************************************************************
 LB0568  DESIGNATION -  K 209 RESET
 LB0568  PID         -  LB0568
 LB0568  STATE/COUNTY-  IN/HAMILTON
 LB0568  COUNTRY     -  US
 LB0568  USGS QUAD   -  NOBLESVILLE (2019)
 LB0568
 LB0568                         *CURRENT SURVEY CONTROL
 LB0568  ______________________________________________________________________
 LB0568* NAD 83(1986) POSITION- 40 05 15.     (N) 086 00 52.     (W)   SCALED
 LB0568* NAVD 88 ORTHO HEIGHT -   243.59  (meters)      799.2   (feet) RESET
 LB0568  ______________________________________________________________________
 LB0568  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 LB0568  VERT ORDER      -  THIRD
 LB0568
 LB0568.The horizontal coordinates were scaled from a map and have
 LB0568.an estimated accuracy of +/- 6 seconds.
 LB0568
 LB0568.The orthometric height was computed from unverified reset data.
 LB0568
 LB0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0568.GEOID18 height accuracy estimate available here.
 LB0568
 LB0568.Click photographs - Photos may exist for this station.
 LB0568
 LB0568;                    North         East    Units  Estimated Accuracy
 LB0568;SPC IN E     -   537,290.       70,340.      MT  (+/- 180 meters Scaled)
 LB0568
 LB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840379(NAD 83)
 LB0568
 LB0568                          SUPERSEDED SURVEY CONTROL
 LB0568
 LB0568.No superseded survey control is available for this station.
 LB0568
 LB0568_MARKER: DB = BENCH MARK DISK
 LB0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0568_STAMPING: K 209 RESET 1953
 LB0568_MARK LOGO: CGS
 LB0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0568+STABILITY: SURFACE MOTION
 LB0568
 LB0568  HISTORY     - Date     Condition        Report By
 LB0568  HISTORY     - 1953     MONUMENTED       INHD
 LB0568  HISTORY     - 1954     GOOD             CGS
 LB0568
 LB0568                          STATION DESCRIPTION
 LB0568
 LB0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0568'3 MI N FROM NOBLESVILLE.
 LB0568'0.2 MILE WEST ALONG LOGAN STREET FROM THE COURTHOUSE AT NOBLESVILLE,
 LB0568'HAMILTON COUNTY, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY 19
 LB0568'LEADING TO CICERO, 0.8 MILE SOUTH OF THE MEASURING STATION OF
 LB0568'THE PANHANDLE EASTERN PIPE LINE CO., AT AN EAST-AND-WEST
 LB0568'GRAVEL-ROAD CROSSING, 130 FEET SOUTHWEST ACROSS THE HIGHWAY
 LB0568'FROM THE SOUTHWEST CORNER OF A TWO-STORY WHITE HOUSE, 38 FEET
 LB0568'WEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF THE
 LB0568'GRAVEL ROAD, 34 FEET EAST-NORTHEAST OF POWER POLE 1108, AND
 LB0568'LEVEL WITH THE INTERSECTION.  A STANDARD DISK, STAMPED K 209
 LB0568'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0568'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0763 ***********************************************************************
 MD0763  DESIGNATION -  K 21
 MD0763  PID         -  MD0763
 MD0763  STATE/COUNTY-  IN/DE KALB
 MD0763  COUNTRY     -  US
 MD0763  USGS QUAD   -  CORUNNA (2019)
 MD0763
 MD0763                         *CURRENT SURVEY CONTROL
 MD0763  ______________________________________________________________________
 MD0763* NAD 83(1986) POSITION- 41 26 14.     (N) 085 11 27.     (W)   SCALED
 MD0763* NAVD 88 ORTHO HEIGHT -   298.747 (meters)      980.14  (feet) ADJUSTED
 MD0763  ______________________________________________________________________
 MD0763  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 MD0763  DYNAMIC HEIGHT  -        298.629 (meters)      979.75  (feet) COMP
 MD0763  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 MD0763
 MD0763  VERT ORDER      -  SECOND    CLASS 0
 MD0763
 MD0763.The horizontal coordinates were scaled from a map and have
 MD0763.an estimated accuracy of +/- 6 seconds.
 MD0763
 MD0763.The orthometric height was determined by differential leveling and
 MD0763.adjusted by the NATIONAL GEODETIC SURVEY
 MD0763.in June 1991.
 MD0763
 MD0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0763.GEOID18 height accuracy estimate available here.
 MD0763
 MD0763.Click photographs - Photos may exist for this station.
 MD0763
 MD0763.The dynamic height is computed by dividing the NAVD 88
 MD0763.geopotential number by the normal gravity value computed on the
 MD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0763.degrees latitude (g = 980.6199 gals.).
 MD0763
 MD0763.The modeled gravity was interpolated from observed gravity values.
 MD0763
 MD0763;                    North         East    Units  Estimated Accuracy
 MD0763;SPC IN E     -   687,220.      139,770.      MT  (+/- 180 meters Scaled)
 MD0763
 MD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL511888(NAD 83)
 MD0763
 MD0763                          SUPERSEDED SURVEY CONTROL
 MD0763
 MD0763  NGVD 29 (??/??/92)  298.888  (m)          980.60   (f) ADJ UNCH    2 0
 MD0763
 MD0763.Superseded values are not recommended for survey control.
 MD0763
 MD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0763.See file dsdata.pdf to determine how the superseded data were derived.
 MD0763
 MD0763_MARKER: DB = BENCH MARK DISK
 MD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0763_STAMPING: K 21 1934
 MD0763_MARK LOGO: CGS
 MD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0763+STABILITY: SURFACE MOTION
 MD0763
 MD0763  HISTORY     - Date     Condition        Report By
 MD0763  HISTORY     - 1934     MONUMENTED       CGS
 MD0763  HISTORY     - 1963     POOR             CGS
 MD0763
 MD0763                          STATION DESCRIPTION
 MD0763
 MD0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0763'2.2 MI W FROM CORUNNA.
 MD0763'3.7 MILES EAST ALONG NEW YORK CENTRAL RAILROAD FROM MAIN STREET
 MD0763'IN KENDALLVILLE, OR ABOUT 2.5 MILES W ALONG SAME FROM THE MAIN
 MD0763'STREET (NO. 327 INDIANA HWY. BRIDGE OVER R.R.) IN CORUNNA, ABOUT
 MD0763'245 YARDS W OF NOS. 3751 W AND 3752 E RAILROAD TRAFFIC LIGHTS, ABOUT
 MD0763'50 YARDS S OF GRAVELED PUBLIC ROAD, 39 FEET E OF CENTER LINE
 MD0763'OF DRIVEWAY TO A HOUSE ON S SIDE OF RAILROAD, 28.4 FEET S OF S
 MD0763'RAIL OF MAIN LINE DOUBLE TRACKS, 2.7 FEET LOWER THAN SAME, 12.5
 MD0763'FEET ENE OF CREOSOTED TELEPHONE POLE, AND PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1532 ***********************************************************************
 JZ1532  DESIGNATION -  K 21
 JZ1532  PID         -  JZ1532
 JZ1532  STATE/COUNTY-  IN/WAYNE
 JZ1532  COUNTRY     -  US
 JZ1532  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1532
 JZ1532                         *CURRENT SURVEY CONTROL
 JZ1532  ______________________________________________________________________
 JZ1532* NAD 83(1986) POSITION- 39 48 41.     (N) 085 08 15.     (W)   SCALED
 JZ1532* NAVD 88 ORTHO HEIGHT -   289.893 (meters)      951.09  (feet) ADJUSTED
 JZ1532  ______________________________________________________________________
 JZ1532  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 JZ1532  DYNAMIC HEIGHT  -        289.726 (meters)      950.54  (feet) COMP
 JZ1532  MODELED GRAVITY -    980,043.8   (mgal)                       NAVD 88
 JZ1532
 JZ1532  VERT ORDER      -  SECOND    CLASS 0
 JZ1532
 JZ1532.The horizontal coordinates were scaled from a map and have
 JZ1532.an estimated accuracy of +/- 6 seconds.
 JZ1532
 JZ1532.The orthometric height was determined by differential leveling and
 JZ1532.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1532.in June 1991.
 JZ1532
 JZ1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1532.GEOID18 height accuracy estimate available here.
 JZ1532
 JZ1532.Click photographs - Photos may exist for this station.
 JZ1532
 JZ1532.The dynamic height is computed by dividing the NAVD 88
 JZ1532.geopotential number by the normal gravity value computed on the
 JZ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1532.degrees latitude (g = 980.6199 gals.).
 JZ1532
 JZ1532.The modeled gravity was interpolated from observed gravity values.
 JZ1532
 JZ1532;                    North         East    Units  Estimated Accuracy
 JZ1532;SPC IN E     -   506,710.      145,310.      MT  (+/- 180 meters Scaled)
 JZ1532
 JZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK594084(NAD 83)
 JZ1532
 JZ1532                          SUPERSEDED SURVEY CONTROL
 JZ1532
 JZ1532  NGVD 29 (??/??/92)  290.034  (m)          951.55   (f) ADJ UNCH    2 0
 JZ1532
 JZ1532.Superseded values are not recommended for survey control.
 JZ1532
 JZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1532.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1532
 JZ1532_MARKER: DD = SURVEY DISK
 JZ1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1532_STAMPING: K 21 1928
 JZ1532_MARK LOGO: USGS
 JZ1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1532+STABILITY: SURFACE MOTION
 JZ1532
 JZ1532  HISTORY     - Date     Condition        Report By
 JZ1532  HISTORY     - 1928     MONUMENTED       USGS
 JZ1532  HISTORY     - 1947     GOOD             CGS
 JZ1532
 JZ1532                          STATION DESCRIPTION
 JZ1532
 JZ1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1532'2.1 MI E FROM CAMBRIDGE CITY.
 JZ1532'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1532'AT CAMBRIDGE CITY, ABOUT 1.55 MILES WEST OF THE CROSSROADS
 JZ1532'AT PENNVILLE, AT EAST GERMANTOWN, ABOUT 1 1/2 BLOCKS SOUTH OF
 JZ1532'U.S. HIGHWAY 40 AND ABOUT 30 YARDS NORTH OF THE PENNSYLVANIA
 JZ1532'RAILROAD TRACKS, IN THE EAST EDGE OF THE CEMETERY, 93 FEET SOUTH
 JZ1532'OF THE NORTHEAST CORNER, 63 FEET NORTH OF THE SOUTHEAST CORNER,
 JZ1532'23 FEET SOUTHEAST OF A FLAGPOLE, 1.3 FEET WEST OF THE EAST
 JZ1532'BOUNDARY FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 JZ1532'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ1532'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0490 ***********************************************************************
 LB0490  DESIGNATION -  K 210
 LB0490  PID         -  LB0490
 LB0490  STATE/COUNTY-  IN/TIPTON
 LB0490  COUNTRY     -  US
 LB0490  USGS QUAD   -  SHERIDAN (2019)
 LB0490
 LB0490                         *CURRENT SURVEY CONTROL
 LB0490  ______________________________________________________________________
 LB0490* NAD 83(1986) POSITION- 40 14 16.     (N) 086 14 11.     (W)   SCALED
 LB0490* NAVD 88 ORTHO HEIGHT -   282.311 (meters)      926.22  (feet) ADJUSTED
 LB0490  ______________________________________________________________________
 LB0490  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LB0490  DYNAMIC HEIGHT  -        282.155 (meters)      925.70  (feet) COMP
 LB0490  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 LB0490
 LB0490  VERT ORDER      -  SECOND    CLASS 0
 LB0490
 LB0490.The horizontal coordinates were scaled from a map and have
 LB0490.an estimated accuracy of +/- 6 seconds.
 LB0490
 LB0490.The orthometric height was determined by differential leveling and
 LB0490.adjusted by the NATIONAL GEODETIC SURVEY
 LB0490.in June 1991.
 LB0490
 LB0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0490.GEOID18 height accuracy estimate available here.
 LB0490
 LB0490.Click photographs - Photos may exist for this station.
 LB0490
 LB0490.The dynamic height is computed by dividing the NAVD 88
 LB0490.geopotential number by the normal gravity value computed on the
 LB0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0490.degrees latitude (g = 980.6199 gals.).
 LB0490
 LB0490.The modeled gravity was interpolated from observed gravity values.
 LB0490
 LB0490;                    North         East    Units  Estimated Accuracy
 LB0490;SPC IN E     -   554,080.       51,520.      MT  (+/- 180 meters Scaled)
 LB0490
 LB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK649544(NAD 83)
 LB0490
 LB0490                          SUPERSEDED SURVEY CONTROL
 LB0490
 LB0490  NGVD 29 (??/??/92)  282.419  (m)          926.57   (f) ADJ UNCH    2 0
 LB0490
 LB0490.Superseded values are not recommended for survey control.
 LB0490
 LB0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0490.See file dsdata.pdf to determine how the superseded data were derived.
 LB0490
 LB0490_MARKER: DB = BENCH MARK DISK
 LB0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0490_STAMPING: K 210 1946
 LB0490_MARK LOGO: CGS
 LB0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0490+STABILITY: SURFACE MOTION
 LB0490
 LB0490  HISTORY     - Date     Condition        Report By
 LB0490  HISTORY     - 1946     MONUMENTED       CGS
 LB0490  HISTORY     - 1961     GOOD             CGS
 LB0490
 LB0490                          STATION DESCRIPTION
 LB0490
 LB0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0490'3.9 MI S FROM KEMPTON.
 LB0490'ABOUT 0.1 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0490'AT KEMPTON, THENCE ABOUT 3.8 MILES SOUTH ALONG A COUNTY ROAD,
 LB0490'AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 32 FEET NORTH
 LB0490'OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET WEST OF THE
 LB0490'CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET NORTH OF POWER
 LB0490'POLE 119 WITH A TRANSFORMER, 14 FEET NORTH OF A FENCE CORNER, 1
 LB0490'FOOT EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION,
 LB0490'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB0490
 LB0490                          STATION RECOVERY (1961)
 LB0490
 LB0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0483 ***********************************************************************
 LB0483  DESIGNATION -  K 211
 LB0483  PID         -  LB0483
 LB0483  STATE/COUNTY-  IN/HAMILTON
 LB0483  COUNTRY     -  US
 LB0483  USGS QUAD   -  SHERIDAN (2019)
 LB0483
 LB0483                         *CURRENT SURVEY CONTROL
 LB0483  ______________________________________________________________________
 LB0483* NAD 83(1986) POSITION- 40 10 38.     (N) 086 13 15.     (W)   SCALED
 LB0483* NAVD 88 ORTHO HEIGHT -   286.295 (meters)      939.29  (feet) ADJUSTED
 LB0483  ______________________________________________________________________
 LB0483  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 LB0483  DYNAMIC HEIGHT  -        286.136 (meters)      938.76  (feet) COMP
 LB0483  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LB0483
 LB0483  VERT ORDER      -  SECOND    CLASS II
 LB0483
 LB0483.This mark is at Sheridan Airport (5I4)
 LB0483
 LB0483.The horizontal coordinates were scaled from a map and have
 LB0483.an estimated accuracy of +/- 6 seconds.
 LB0483
 LB0483.The orthometric height was determined by differential leveling and
 LB0483.adjusted by the NATIONAL GEODETIC SURVEY
 LB0483.in February 2010.
 LB0483
 LB0483.No vertical observational check was made to the station.
 LB0483
 LB0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0483.GEOID18 height accuracy estimate available here.
 LB0483
 LB0483.Click photographs - Photos may exist for this station.
 LB0483
 LB0483.The dynamic height is computed by dividing the NAVD 88
 LB0483.geopotential number by the normal gravity value computed on the
 LB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0483.degrees latitude (g = 980.6199 gals.).
 LB0483
 LB0483.The modeled gravity was interpolated from observed gravity values.
 LB0483
 LB0483;                    North         East    Units  Estimated Accuracy
 LB0483;SPC IN E     -   547,340.       52,800.      MT  (+/- 180 meters Scaled)
 LB0483
 LB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663477(NAD 83)
 LB0483
 LB0483                          SUPERSEDED SURVEY CONTROL
 LB0483
 LB0483  NAVD 88 (06/15/91)  286.194  (m)          938.95   (f) SUPERSEDED  2 0
 LB0483  NGVD 29 (??/??/92)  286.302  (m)          939.31   (f) ADJ UNCH    2 0
 LB0483
 LB0483.Superseded values are not recommended for survey control.
 LB0483
 LB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0483.See file dsdata.pdf to determine how the superseded data were derived.
 LB0483
 LB0483_MARKER: DB = BENCH MARK DISK
 LB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0483_STAMPING: K 211 1946
 LB0483_MARK LOGO: CGS
 LB0483_PROJECTION: FLUSH
 LB0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0483+STABILITY: SURFACE MOTION
 LB0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0483+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 LB0483
 LB0483  HISTORY     - Date     Condition        Report By
 LB0483  HISTORY     - 1946     MONUMENTED       CGS
 LB0483  HISTORY     - 1961     GOOD             CGS
 LB0483  HISTORY     - 19980318 GOOD             SEC
 LB0483  HISTORY     - 20220926 GOOD             IN-057
 LB0483
 LB0483                          STATION DESCRIPTION
 LB0483
 LB0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0483'3 MI N FROM SHERIDAN.
 LB0483'ABOUT 1 BLOCK WEST ALONG A PAVED STREET FROM THE POST OFFICE,
 LB0483'THENCE 2.95 MILES NORTH ALONG A PAVED COUNTY ROAD, AT THE
 LB0483'SHERIDAN AIRPORT, SET AT THE NORTHWEST CORNER OF A CORRUGATED
 LB0483'ALUMINUM SHEETED HANGAR, 20 FEET EAST OF THE CENTER LINE OF A
 LB0483'CIRCULAR DRIVE WAY, 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 LB0483'HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0483'INCHES.  NOTE- THIS HANGAR IS THE NORTHERN MOST OF TWO HANGARS.
 LB0483
 LB0483                          STATION RECOVERY (1961)
 LB0483
 LB0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0483'RECOVERED IN GOOD CONDITION.
 LB0483
 LB0483                          STATION RECOVERY (1998)
 LB0483
 LB0483'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0483'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL MEASUREMENTS-- FROM THE
 LB0483'STATION 5.75 METERS (18.86 FT) 270 DEGREE AZIMUTH TO THE CENTER OF A
 LB0483'CIRCULAR DRIVE, 12.35 METERS (40.52 FT) 179 DEGREE AZIMUTH TO THE
 LB0483'SOUTHWEST CORNER OF A BRICK BUILDING, 0.45 METERS (1.48 FT) 20 DEGREE
 LB0483'AZIMUTH TO THE COMMON CORNER OF A BRICK BUILDING AND A CORRUGATED
 LB0483'ALUMINUM SHEETED HANGAR BUILDING, 21.75 METERS (71.36 FT) 330 DEGREE
 LB0483'AZIMUTH TO THE NORTHWEST CORNER OF THE CORRUGATED ALUMINUM SHEETED
 LB0483'HANGAR BUILDING.  DESCRIBED BY JEFF KONDY
 LB0483
 LB0483                          STATION RECOVERY (2022)
 LB0483
 LB0483'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0483'THE MARK IS ABOUT 6 INCHES (15 CM) FROM MAIN HANGER BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0979 ***********************************************************************
 LA0979  DESIGNATION -  K 213
 LA0979  PID         -  LA0979
 LA0979  STATE/COUNTY-  IN/HUNTINGTON
 LA0979  COUNTRY     -  US
 LA0979  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0979
 LA0979                         *CURRENT SURVEY CONTROL
 LA0979  ______________________________________________________________________
 LA0979* NAD 83(1986) POSITION- 40 44 31.46   (N) 085 22 24.92   (W)   HD_HELD1
 LA0979* NAVD 88 ORTHO HEIGHT -   260.813 (meters)      855.68  (feet) ADJUSTED
 LA0979  ______________________________________________________________________
 LA0979  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 LA0979  DYNAMIC HEIGHT  -        260.686 (meters)      855.27  (feet) COMP
 LA0979  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 LA0979
 LA0979  VERT ORDER      -  SECOND    CLASS 0
 LA0979
 LA0979.The horizontal coordinates were determined by differentially corrected
 LA0979.hand held GPS observations or other comparable positioning techniques
 LA0979.and have an estimated accuracy of +/- 3 meters.
 LA0979
 LA0979.The orthometric height was determined by differential leveling and
 LA0979.adjusted by the NATIONAL GEODETIC SURVEY
 LA0979.in June 1991.
 LA0979
 LA0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0979.GEOID18 height accuracy estimate available here.
 LA0979
 LA0979.Click photographs - Photos may exist for this station.
 LA0979
 LA0979.The dynamic height is computed by dividing the NAVD 88
 LA0979.geopotential number by the normal gravity value computed on the
 LA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0979.degrees latitude (g = 980.6199 gals.).
 LA0979
 LA0979.The modeled gravity was interpolated from observed gravity values.
 LA0979
 LA0979;                    North         East    Units  Estimated Accuracy
 LA0979;SPC IN E     -   609,957.2     124,753.2     MT  (+/- 3 meters HH1 GPS) 
 LA0979
 LA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3731811397(NAD 83)
 LA0979
 LA0979                          SUPERSEDED SURVEY CONTROL
 LA0979
 LA0979  NGVD 29 (??/??/92)  260.944  (m)          856.11   (f) ADJ UNCH    2 0
 LA0979
 LA0979.Superseded values are not recommended for survey control.
 LA0979
 LA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0979.See file dsdata.pdf to determine how the superseded data were derived.
 LA0979
 LA0979_MARKER: DB = BENCH MARK DISK
 LA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0979_STAMPING: K 213 1947
 LA0979_MARK LOGO: CGS
 LA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0979+STABILITY: SURFACE MOTION
 LA0979
 LA0979  HISTORY     - Date     Condition        Report By
 LA0979  HISTORY     - 1947     MONUMENTED       CGS
 LA0979
 LA0979                          STATION DESCRIPTION
 LA0979
 LA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0979'1 MI E FROM PLUM TREE.
 LA0979'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0979'CHURCH AT PLUM TREE, AT THE INTERSECTION OF STATE HIGHWAY 3,
 LA0979'81 FEET WEST OF THE CENTER LINE OF HIGHWAY 3, 39 FEET NORTH OF
 LA0979'THE CENTER LINE OF HIGHWAY 124, 22.5 FEET WEST OF POWER POLE B 14/58,
 LA0979'4.5 FEET WEST OF A FENCE CORNER, 1.2 FEET SOUTH OF THE FENCE LINE,
 LA0979'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0979'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0911 ***********************************************************************
 LA0911  DESIGNATION -  K 214
 LA0911  PID         -  LA0911
 LA0911  STATE/COUNTY-  IN/HUNTINGTON
 LA0911  COUNTRY     -  US
 LA0911  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0911
 LA0911                         *CURRENT SURVEY CONTROL
 LA0911  ______________________________________________________________________
 LA0911* NAD 83(1986) POSITION- 40 40 08.     (N) 085 22 23.     (W)   SCALED
 LA0911* NAVD 88 ORTHO HEIGHT -   258.845 (meters)      849.23  (feet) ADJUSTED
 LA0911  ______________________________________________________________________
 LA0911  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 LA0911  DYNAMIC HEIGHT  -        258.716 (meters)      848.80  (feet) COMP
 LA0911  MODELED GRAVITY -    980,122.3   (mgal)                       NAVD 88
 LA0911
 LA0911  VERT ORDER      -  SECOND    CLASS 0
 LA0911
 LA0911.The horizontal coordinates were scaled from a map and have
 LA0911.an estimated accuracy of +/- 6 seconds.
 LA0911
 LA0911.The orthometric height was determined by differential leveling and
 LA0911.adjusted by the NATIONAL GEODETIC SURVEY
 LA0911.in June 1991.
 LA0911
 LA0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0911.GEOID18 height accuracy estimate available here.
 LA0911
 LA0911.Click photographs - Photos may exist for this station.
 LA0911
 LA0911.The dynamic height is computed by dividing the NAVD 88
 LA0911.geopotential number by the normal gravity value computed on the
 LA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0911.degrees latitude (g = 980.6199 gals.).
 LA0911
 LA0911.The modeled gravity was interpolated from observed gravity values.
 LA0911
 LA0911;                    North         East    Units  Estimated Accuracy
 LA0911;SPC IN E     -   601,830.      124,830.      MT  (+/- 180 meters Scaled)
 LA0911
 LA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL375032(NAD 83)
 LA0911
 LA0911                          SUPERSEDED SURVEY CONTROL
 LA0911
 LA0911  NGVD 29 (??/??/92)  258.978  (m)          849.66   (f) ADJ UNCH    2 0
 LA0911
 LA0911.Superseded values are not recommended for survey control.
 LA0911
 LA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0911.See file dsdata.pdf to determine how the superseded data were derived.
 LA0911
 LA0911_MARKER: DB = BENCH MARK DISK
 LA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0911_STAMPING: K 214 1947
 LA0911_MARK LOGO: CGS
 LA0911_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0911+STABILITY: SURFACE MOTION
 LA0911
 LA0911  HISTORY     - Date     Condition        Report By
 LA0911  HISTORY     - 1947     MONUMENTED       CGS
 LA0911
 LA0911                          STATION DESCRIPTION
 LA0911
 LA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0911'11.4 MI S FROM MARKLE.
 LA0911'ABOUT 11.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0911'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, AT A GRAVEL CROSS
 LA0911'ROAD, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 LA0911'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 22 FEET WEST OF THE
 LA0911'NORTHWEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT RUNNING
 LA0911'SOUTHEAST-NORTHWEST UNDER THE INTERSECTION, 5 FEET NORTHEAST
 LA0911'OF A FENCE CORNER POST, 1.5 FEET SOUTHEAST OF A FENCE, 1.5
 LA0911'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 LA0911'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0911'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0956 ***********************************************************************
 LA0956  DESIGNATION -  K 216
 LA0956  PID         -  LA0956
 LA0956  STATE/COUNTY-  IN/WELLS
 LA0956  COUNTRY     -  US
 LA0956  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0956
 LA0956                         *CURRENT SURVEY CONTROL
 LA0956  ______________________________________________________________________
 LA0956* NAD 83(1986) POSITION- 40 39 16.     (N) 085 16 43.     (W)   SCALED
 LA0956* NAVD 88 ORTHO HEIGHT -   261.058 (meters)      856.49  (feet) ADJUSTED
 LA0956  ______________________________________________________________________
 LA0956  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 LA0956  DYNAMIC HEIGHT  -        260.929 (meters)      856.06  (feet) COMP
 LA0956  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 LA0956
 LA0956  VERT ORDER      -  SECOND    CLASS 0
 LA0956
 LA0956.The horizontal coordinates were scaled from a map and have
 LA0956.an estimated accuracy of +/- 6 seconds.
 LA0956
 LA0956.The orthometric height was determined by differential leveling and
 LA0956.adjusted by the NATIONAL GEODETIC SURVEY
 LA0956.in June 1991.
 LA0956
 LA0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0956.GEOID18 height accuracy estimate available here.
 LA0956
 LA0956.Click photographs - Photos may exist for this station.
 LA0956
 LA0956.The dynamic height is computed by dividing the NAVD 88
 LA0956.geopotential number by the normal gravity value computed on the
 LA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0956.degrees latitude (g = 980.6199 gals.).
 LA0956
 LA0956.The modeled gravity was interpolated from observed gravity values.
 LA0956
 LA0956;                    North         East    Units  Estimated Accuracy
 LA0956;SPC IN E     -   600,260.      132,820.      MT  (+/- 180 meters Scaled)
 LA0956
 LA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL455018(NAD 83)
 LA0956
 LA0956                          SUPERSEDED SURVEY CONTROL
 LA0956
 LA0956  NGVD 29 (??/??/92)  261.193  (m)          856.93   (f) ADJ UNCH    2 0
 LA0956
 LA0956.Superseded values are not recommended for survey control.
 LA0956
 LA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0956.See file dsdata.pdf to determine how the superseded data were derived.
 LA0956
 LA0956_MARKER: DB = BENCH MARK DISK
 LA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0956_STAMPING: K 216 1947
 LA0956_MARK LOGO: CGS
 LA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0956+STABILITY: SURFACE MOTION
 LA0956
 LA0956  HISTORY     - Date     Condition        Report By
 LA0956  HISTORY     - 1947     MONUMENTED       CGS
 LA0956  HISTORY     - 1969     GOOD             CGS
 LA0956
 LA0956                          STATION DESCRIPTION
 LA0956
 LA0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0956'2.8 MI W FROM PONETO.
 LA0956'ABOUT 2.85 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE
 LA0956'CROSSING OF THE NEW YORK, CHI. AND ST. LOUIS R.R. AT PONETO, AT
 LA0956'THE INTERSECTION OF S.R. 303 41 FT. NORTH OF THE C/L OF THE
 LA0956'HIGHWAY, 40 FT. WEST OF S.R. 303, 23 FT. NORTHEAST OF THE
 LA0956'NORTH END OF A 5 FT. METAL PIPE CULVERT, UNDER S.R. 218, 31 FT.
 LA0956'SOUTHWEST OF PWP 50002, 1.8 FT. EAST OF A CONCRETE R/W MARKER,
 LA0956'1 FT. SOUTH OF A STEEL WITNESS POST, ABOUT 1 FT. BELOW THE
 LA0956'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0956'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1235 ***********************************************************************
 LA1235  DESIGNATION -  K 217
 LA1235  PID         -  LA1235
 LA1235  STATE/COUNTY-  IN/DELAWARE
 LA1235  COUNTRY     -  US
 LA1235  USGS QUAD   -  WHEELING (2019)
 LA1235
 LA1235                         *CURRENT SURVEY CONTROL
 LA1235  ______________________________________________________________________
 LA1235* NAD 83(1986) POSITION- 40 21 46.     (N) 085 28 05.     (W)   SCALED
 LA1235* NAVD 88 ORTHO HEIGHT -   264.575 (meters)      868.03  (feet) ADJUSTED
 LA1235  ______________________________________________________________________
 LA1235  GEOID HEIGHT    -        -34.054 (meters)                     GEOID18
 LA1235  DYNAMIC HEIGHT  -        264.438 (meters)      867.58  (feet) COMP
 LA1235  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LA1235
 LA1235  VERT ORDER      -  SECOND    CLASS 0
 LA1235
 LA1235.The horizontal coordinates were scaled from a map and have
 LA1235.an estimated accuracy of +/- 6 seconds.
 LA1235
 LA1235.The orthometric height was determined by differential leveling and
 LA1235.adjusted by the NATIONAL GEODETIC SURVEY
 LA1235.in June 1991.
 LA1235
 LA1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1235.GEOID18 height accuracy estimate available here.
 LA1235
 LA1235.Click photographs - Photos may exist for this station.
 LA1235
 LA1235.The dynamic height is computed by dividing the NAVD 88
 LA1235.geopotential number by the normal gravity value computed on the
 LA1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1235.degrees latitude (g = 980.6199 gals.).
 LA1235
 LA1235.The modeled gravity was interpolated from observed gravity values.
 LA1235
 LA1235;                    North         East    Units  Estimated Accuracy
 LA1235;SPC IN E     -   567,820.      116,870.      MT  (+/- 180 meters Scaled)
 LA1235
 LA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK300691(NAD 83)
 LA1235
 LA1235                          SUPERSEDED SURVEY CONTROL
 LA1235
 LA1235  NGVD 29 (??/??/92)  264.713  (m)          868.48   (f) ADJ UNCH    2 0
 LA1235
 LA1235.Superseded values are not recommended for survey control.
 LA1235
 LA1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1235.See file dsdata.pdf to determine how the superseded data were derived.
 LA1235
 LA1235_MARKER: DB = BENCH MARK DISK
 LA1235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1235_SP_SET: CULVERT HEADWALL
 LA1235_STAMPING: K 217 1947
 LA1235_MARK LOGO: CGS
 LA1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1235+STABILITY: SURFACE MOTION
 LA1235
 LA1235  HISTORY     - Date     Condition        Report By
 LA1235  HISTORY     - 1947     MONUMENTED       CGS
 LA1235
 LA1235                          STATION DESCRIPTION
 LA1235
 LA1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1235'AT WHEELING.
 LA1235'AT WHEELING, ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 35 FROM THE
 LA1235'ROAD JUNCTION AT WHEELING, ABOUT 112 YARDS EAST OF THE ENTRANCE
 LA1235'TO A CEMETERY ON THE NORTH SIDE OF THE HIGHWAY, SET IN THE TOP
 LA1235'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE
 LA1235'AND MASONRY STONE CULVERT, 17 FEET SOUTH OF AND ABOUT 2 FEET
 LA1235'ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1519 ***********************************************************************
 LA1519  DESIGNATION -  K 218
 LA1519  PID         -  LA1519
 LA1519  STATE/COUNTY-  IN/DELAWARE
 LA1519  COUNTRY     -  US
 LA1519  USGS QUAD   -  GILMAN (2019)
 LA1519
 LA1519                         *CURRENT SURVEY CONTROL
 LA1519  ______________________________________________________________________
 LA1519* NAD 83(1986) POSITION- 40 13 07.     (N) 085 34 32.     (W)   SCALED
 LA1519* NAVD 88 ORTHO HEIGHT -   274.748 (meters)      901.40  (feet) ADJUSTED
 LA1519  ______________________________________________________________________
 LA1519  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 LA1519  DYNAMIC HEIGHT  -        274.604 (meters)      900.93  (feet) COMP
 LA1519  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 LA1519
 LA1519  VERT ORDER      -  SECOND    CLASS 0
 LA1519
 LA1519.The horizontal coordinates were scaled from a map and have
 LA1519.an estimated accuracy of +/- 6 seconds.
 LA1519
 LA1519.The orthometric height was determined by differential leveling and
 LA1519.adjusted by the NATIONAL GEODETIC SURVEY
 LA1519.in June 1991.
 LA1519
 LA1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1519.GEOID18 height accuracy estimate available here.
 LA1519
 LA1519.Click photographs - Photos may exist for this station.
 LA1519
 LA1519.The dynamic height is computed by dividing the NAVD 88
 LA1519.geopotential number by the normal gravity value computed on the
 LA1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1519.degrees latitude (g = 980.6199 gals.).
 LA1519
 LA1519.The modeled gravity was interpolated from observed gravity values.
 LA1519
 LA1519;                    North         East    Units  Estimated Accuracy
 LA1519;SPC IN E     -   551,800.      107,760.      MT  (+/- 180 meters Scaled)
 LA1519
 LA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212529(NAD 83)
 LA1519
 LA1519                          SUPERSEDED SURVEY CONTROL
 LA1519
 LA1519  NGVD 29 (??/??/92)  274.889  (m)          901.87   (f) ADJ UNCH    2 0
 LA1519
 LA1519.Superseded values are not recommended for survey control.
 LA1519
 LA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1519.See file dsdata.pdf to determine how the superseded data were derived.
 LA1519
 LA1519_MARKER: DB = BENCH MARK DISK
 LA1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1519_STAMPING: K 218 1947
 LA1519_MARK LOGO: CGS
 LA1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1519+STABILITY: SURFACE MOTION
 LA1519
 LA1519  HISTORY     - Date     Condition        Report By
 LA1519  HISTORY     - 1947     MONUMENTED       CGS
 LA1519  HISTORY     - 1974     POOR             LOCENG
 LA1519
 LA1519                          STATION DESCRIPTION
 LA1519
 LA1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1519'1 MI S FROM GILMAN.
 LA1519'ABOUT 1.0 MILE SOUTH ALONG THE DELAWARE-MADISON COUNTY LINE ROAD
 LA1519'FROM THE CROSSROADS AT GILMAN, AT THE INTERSECTION OF AN EAST-WEST
 LA1519'ROAD (GRAVEL WEST AND BLACK TOP EAST), 91 FEET SOUTH OF THE
 LA1519'CENTER LINE OF THE EAST-WEST ROAD, 17 FEET WEST OF THE CENTER
 LA1519'LINE OF THE COUNTY LINE ROAD, 30.5 FEET SOUTHEAST OF THE
 LA1519'SOUTHEAST CORNER OF A GAS STATION, 4.5 FEET SOUTH OF A FENCE
 LA1519'CORNER, 1 FOOT EAST OF THE FENCE LINE, 1 FOOT NORTH OF A WHITE
 LA1519'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 LA1519'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- BRONZE
 LA1519'DISK IN TOP OF A CONCRETE POST-- TIPPED AT 45 DEG /ANGLE BY
 LA1519'FARMING.
 LA1519
 LA1519                          STATION RECOVERY (1974)
 LA1519
 LA1519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LA1519'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1218 ***********************************************************************
 LA1218  DESIGNATION -  K 219
 LA1218  PID         -  LA1218
 LA1218  STATE/COUNTY-  IN/DELAWARE
 LA1218  COUNTRY     -  US
 LA1218  USGS QUAD   -  MUNCIE WEST (2019)
 LA1218
 LA1218                         *CURRENT SURVEY CONTROL
 LA1218  ______________________________________________________________________
 LA1218* NAD 83(1986) POSITION- 40 12 54.     (N) 085 24 01.     (W)   SCALED
 LA1218* NAVD 88 ORTHO HEIGHT -   288.977 (meters)      948.09  (feet) ADJUSTED
 LA1218  ______________________________________________________________________
 LA1218  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 LA1218  DYNAMIC HEIGHT  -        288.824 (meters)      947.58  (feet) COMP
 LA1218  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 LA1218
 LA1218  VERT ORDER      -  SECOND    CLASS 0
 LA1218
 LA1218.The horizontal coordinates were scaled from a map and have
 LA1218.an estimated accuracy of +/- 6 seconds.
 LA1218
 LA1218.The orthometric height was determined by differential leveling and
 LA1218.adjusted by the NATIONAL GEODETIC SURVEY
 LA1218.in June 1991.
 LA1218
 LA1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1218.GEOID18 height accuracy estimate available here.
 LA1218
 LA1218.Click photographs - Photos may exist for this station.
 LA1218
 LA1218.The dynamic height is computed by dividing the NAVD 88
 LA1218.geopotential number by the normal gravity value computed on the
 LA1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1218.degrees latitude (g = 980.6199 gals.).
 LA1218
 LA1218.The modeled gravity was interpolated from observed gravity values.
 LA1218
 LA1218;                    North         East    Units  Estimated Accuracy
 LA1218;SPC IN E     -   551,420.      122,680.      MT  (+/- 180 meters Scaled)
 LA1218
 LA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK361528(NAD 83)
 LA1218
 LA1218                          SUPERSEDED SURVEY CONTROL
 LA1218
 LA1218  NGVD 29 (??/??/92)  289.112  (m)          948.53   (f) ADJ UNCH    2 0
 LA1218
 LA1218.Superseded values are not recommended for survey control.
 LA1218
 LA1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1218.See file dsdata.pdf to determine how the superseded data were derived.
 LA1218
 LA1218_MARKER: DB = BENCH MARK DISK
 LA1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1218_SP_SET: BRIDGE
 LA1218_STAMPING: K 219 1947
 LA1218_MARK LOGO: CGS
 LA1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1218
 LA1218  HISTORY     - Date     Condition        Report By
 LA1218  HISTORY     - 1947     MONUMENTED       CGS
 LA1218
 LA1218                          STATION DESCRIPTION
 LA1218
 LA1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1218'1.6 MI NW FROM MUNCIE.
 LA1218'ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1218'HOUSE AT MUNCIE, 90 FEET NORTHWEST OF THE MUNCIE CITY LIMIT SIGN,
 LA1218'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 LA1218'OF A 12 FOOT CONCRETE BRIDGE, 12.5 FEET NORTHEAST OF THE CENTER
 LA1218'LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF
 LA1218'THE HEAD WALL, AND ABOUT 1.5 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0689 ***********************************************************************
 MD0689  DESIGNATION -  K 22
 MD0689  PID         -  MD0689
 MD0689  STATE/COUNTY-  IN/DE KALB
 MD0689  COUNTRY     -  US
 MD0689  USGS QUAD   -  WATERLOO (2019)
 MD0689
 MD0689                         *CURRENT SURVEY CONTROL
 MD0689  ______________________________________________________________________
 MD0689* NAD 83(1986) POSITION- 41 23 47.04   (N) 085 03 19.44   (W)   HD_HELD1
 MD0689* NAVD 88 ORTHO HEIGHT -   272.700 (meters)      894.68  (feet) ADJUSTED
 MD0689  ______________________________________________________________________
 MD0689  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 MD0689  DYNAMIC HEIGHT  -        272.591 (meters)      894.33  (feet) COMP
 MD0689  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 MD0689
 MD0689  VERT ORDER      -  SECOND    CLASS 0
 MD0689
 MD0689.The horizontal coordinates were determined by differentially corrected
 MD0689.hand held GPS observations or other comparable positioning techniques
 MD0689.and have an estimated accuracy of +/- 3 meters.
 MD0689
 MD0689.The orthometric height was determined by differential leveling and
 MD0689.adjusted by the NATIONAL GEODETIC SURVEY
 MD0689.in June 1991.
 MD0689
 MD0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0689.GEOID18 height accuracy estimate available here.
 MD0689
 MD0689.Click photographs - Photos may exist for this station.
 MD0689
 MD0689.The dynamic height is computed by dividing the NAVD 88
 MD0689.geopotential number by the normal gravity value computed on the
 MD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0689.degrees latitude (g = 980.6199 gals.).
 MD0689
 MD0689.The modeled gravity was interpolated from observed gravity values.
 MD0689
 MD0689;                    North         East    Units  Estimated Accuracy
 MD0689;SPC IN E     -   682,760.3     151,118.1     MT  (+/- 3 meters HH1 GPS) 
 MD0689
 MD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6256484587(NAD 83)
 MD0689
 MD0689                          SUPERSEDED SURVEY CONTROL
 MD0689
 MD0689  NGVD 29 (??/??/92)  272.849  (m)          895.17   (f) ADJ UNCH    2 0
 MD0689
 MD0689.Superseded values are not recommended for survey control.
 MD0689
 MD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0689.See file dsdata.pdf to determine how the superseded data were derived.
 MD0689
 MD0689_MARKER: DB = BENCH MARK DISK
 MD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0689_STAMPING: K 22 1934
 MD0689_MARK LOGO: CGS
 MD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0689+STABILITY: SURFACE MOTION
 MD0689
 MD0689  HISTORY     - Date     Condition        Report By
 MD0689  HISTORY     - 1934     MONUMENTED       CGS
 MD0689  HISTORY     - 1960     GOOD             CGS
 MD0689
 MD0689                          STATION DESCRIPTION
 MD0689
 MD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0689'2.2 MI N FROM AUBURN.
 MD0689'ABOUT 2.2 MILES NORTHERLY ALONG THE NEW YORK CENTRAL (FORT
 MD0689'WAYNE BRANCH) RAILROAD FROM THE SEVENTH STREET CROSSING (THE
 MD0689'RAILROAD STATION HAS BEEN REMOVED) IN AUBURN OR 2.8 MILES SSW
 MD0689'ALONG THE BRANCH LINE FROM THE MAIN LINE AT WATERLOO, ABOUT
 MD0689'1 MILE NNE OF THE ENTRANCE TO THE AUBURN AIRPORT, 45 FEET SE
 MD0689'OF SE RAIL, 37 FEET N OF CENTER LINE OF NO. 36 COUNTY ROAD, 0.8
 MD0689'FOOT LOWER THAN SAME, PROJECTING 0.9 FOOT ABOVE GROUND, 12.5
 MD0689'FEET NE OF END OF RIGHT-OF-WAY FENCE, 2 FEET NW OF THE FENCE,
 MD0689'AND 1.5 FEET NE OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1249 ***********************************************************************
 LA1249  DESIGNATION -  K 220
 LA1249  PID         -  LA1249
 LA1249  STATE/COUNTY-  IN/BLACKFORD
 LA1249  COUNTRY     -  US
 LA1249  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1249
 LA1249                         *CURRENT SURVEY CONTROL
 LA1249  ______________________________________________________________________
 LA1249* NAD 83(1986) POSITION- 40 22 42.     (N) 085 16 38.     (W)   SCALED
 LA1249* NAVD 88 ORTHO HEIGHT -   275.758 (meters)      904.72  (feet) ADJUSTED
 LA1249  ______________________________________________________________________
 LA1249  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LA1249  DYNAMIC HEIGHT  -        275.616 (meters)      904.25  (feet) COMP
 LA1249  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 LA1249
 LA1249  VERT ORDER      -  SECOND    CLASS 0
 LA1249
 LA1249.The horizontal coordinates were scaled from a map and have
 LA1249.an estimated accuracy of +/- 6 seconds.
 LA1249
 LA1249.The orthometric height was determined by differential leveling and
 LA1249.adjusted by the NATIONAL GEODETIC SURVEY
 LA1249.in June 1991.
 LA1249
 LA1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1249.GEOID18 height accuracy estimate available here.
 LA1249
 LA1249.Click photographs - Photos may exist for this station.
 LA1249
 LA1249.The dynamic height is computed by dividing the NAVD 88
 LA1249.geopotential number by the normal gravity value computed on the
 LA1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1249.degrees latitude (g = 980.6199 gals.).
 LA1249
 LA1249.The modeled gravity was interpolated from observed gravity values.
 LA1249
 LA1249;                    North         East    Units  Estimated Accuracy
 LA1249;SPC IN E     -   569,600.      133,070.      MT  (+/- 180 meters Scaled)
 LA1249
 LA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462711(NAD 83)
 LA1249
 LA1249                          SUPERSEDED SURVEY CONTROL
 LA1249
 LA1249  NGVD 29 (??/??/92)  275.893  (m)          905.16   (f) ADJ UNCH    2 0
 LA1249
 LA1249.Superseded values are not recommended for survey control.
 LA1249
 LA1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1249.See file dsdata.pdf to determine how the superseded data were derived.
 LA1249
 LA1249_MARKER: DB = BENCH MARK DISK
 LA1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1249_STAMPING: K 220 1947
 LA1249_MARK LOGO: CGS
 LA1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1249+STABILITY: SURFACE MOTION
 LA1249
 LA1249  HISTORY     - Date     Condition        Report By
 LA1249  HISTORY     - 1947     MONUMENTED       CGS
 LA1249
 LA1249                          STATION DESCRIPTION
 LA1249
 LA1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1249'1.8 MI S FROM MILGROVE.
 LA1249'ABOUT 1.85 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1249'MILGROVE, AT THE BLACKFORD-DELAWARE COUNTY LINE CROSSROAD, 43
 LA1249'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET
 LA1249'NORTH OF THE CENTER LINE OF THE COUNTY LINE BLACK TOP ROAD, 26.5
 LA1249'FEET EAST OF A POWER POLE, 25 FEET EAST OF A FENCE CORNER, 1 FOOT
 LA1249'SOUTH OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 LA1249'POST, ABOUT 1.5 FEET BELOW THE ROADS AND SET IN THE TOP OF A
 LA1249'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0551 ***********************************************************************
 MD0551  DESIGNATION -  K 221 RESET
 MD0551  PID         -  MD0551
 MD0551  STATE/COUNTY-  IN/ALLEN
 MD0551  COUNTRY     -  US
 MD0551  USGS QUAD   -  MAPLES (2019)
 MD0551
 MD0551                         *CURRENT SURVEY CONTROL
 MD0551  ______________________________________________________________________
 MD0551* NAD 83(1986) POSITION- 41 02 38.     (N) 084 58 14.     (W)   SCALED
 MD0551* NAVD 88 ORTHO HEIGHT -   241.30  (meters)      791.7   (feet) RESET
 MD0551  ______________________________________________________________________
 MD0551  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 MD0551  VERT ORDER      -  THIRD
 MD0551
 MD0551.The horizontal coordinates were scaled from a map and have
 MD0551.an estimated accuracy of +/- 6 seconds.
 MD0551
 MD0551.The orthometric height was computed from unverified reset data.
 MD0551
 MD0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0551.GEOID18 height accuracy estimate available here.
 MD0551
 MD0551.Click photographs - Photos may exist for this station.
 MD0551
 MD0551;                    North         East    Units  Estimated Accuracy
 MD0551;SPC IN E     -   643,670.      158,530.      MT  (+/- 180 meters Scaled)
 MD0551
 MD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL705456(NAD 83)
 MD0551
 MD0551                          SUPERSEDED SURVEY CONTROL
 MD0551
 MD0551  NGVD 29 (??/??/??)  241.45   (m)          792.2    (f) RESET       3  
 MD0551
 MD0551.Superseded values are not recommended for survey control.
 MD0551
 MD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0551.See file dsdata.pdf to determine how the superseded data were derived.
 MD0551
 MD0551_MARKER: DB = BENCH MARK DISK
 MD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0551_STAMPING: K 221 RESET 1961
 MD0551_MARK LOGO: CGS
 MD0551_PROJECTION: FLUSH
 MD0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0551+STABILITY: SURFACE MOTION
 MD0551
 MD0551  HISTORY     - Date     Condition        Report By
 MD0551  HISTORY     - 1961     MONUMENTED       CGS
 MD0551  HISTORY     - 1968     GOOD             INHD
 MD0551
 MD0551                          STATION DESCRIPTION
 MD0551
 MD0551'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0551'2.2 MI NW FROM MAPLES.
 MD0551'ABOUT 2.25 MILES N. ALONG FRANKE ROAD FROM THE RAILROAD CROSSING
 MD0551'AT THE SMALL TOWN OF MAPLES, ABOUT 0.85 MILES S. ALONG SAME ROAD
 MD0551'FROM ITS SKEWED T-INTERSECTION WITH NO. 30 U.S. HIGHWAY, ON THE
 MD0551'CREST OF AN E-W RIDGE, 76.7 FT. SW. OF SW. CORNER OF A NEW BRICK
 MD0551'HOUSE, 60 FT. S. OF PROJECTED PLANE OF S WALL OF SAME, 20 FT.
 MD0551'E OF CENTERLINE OF 18 FT. ASPHALT PAVEMENT OF FRANKE ROAD, 0.7
 MD0551'FT. LOWER THAN SAME, ONE FOOT W OF RESIDENTIAL PROPERTY CORNER,
 MD0551'AND FLUSH WITH THE SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0561 ***********************************************************************
 MD0561  DESIGNATION -  K 222
 MD0561  PID         -  MD0561
 MD0561  STATE/COUNTY-  IN/ALLEN
 MD0561  COUNTRY     -  US
 MD0561  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0561
 MD0561                         *CURRENT SURVEY CONTROL
 MD0561  ______________________________________________________________________
 MD0561* NAD 83(1986) POSITION- 41 00 19.3    (N) 084 50 06.5    (W)   HD_HELD2
 MD0561* NAVD 88 ORTHO HEIGHT -   235.532 (meters)      772.74  (feet) ADJUSTED
 MD0561  ______________________________________________________________________
 MD0561  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 MD0561  DYNAMIC HEIGHT  -        235.434 (meters)      772.42  (feet) COMP
 MD0561  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 MD0561
 MD0561  VERT ORDER      -  SECOND    CLASS 0
 MD0561
 MD0561.The horizontal coordinates were established by autonomous hand held GPS
 MD0561.observations and have an estimated accuracy of +/- 10 meters.
 MD0561
 MD0561.The orthometric height was determined by differential leveling and
 MD0561.adjusted by the NATIONAL GEODETIC SURVEY
 MD0561.in June 1991.
 MD0561
 MD0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0561.GEOID18 height accuracy estimate available here.
 MD0561
 MD0561.Click photographs - Photos may exist for this station.
 MD0561
 MD0561.The dynamic height is computed by dividing the NAVD 88
 MD0561.geopotential number by the normal gravity value computed on the
 MD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0561.degrees latitude (g = 980.6199 gals.).
 MD0561
 MD0561.The modeled gravity was interpolated from observed gravity values.
 MD0561
 MD0561;                    North         East    Units  Estimated Accuracy
 MD0561;SPC IN E     -   639,487.      169,953.      MT  (+/- 10 meters HH2 GPS)
 MD0561
 MD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8205941609(NAD 83)
 MD0561
 MD0561                          SUPERSEDED SURVEY CONTROL
 MD0561
 MD0561  NGVD 29 (??/??/92)  235.689  (m)          773.26   (f) ADJ UNCH    2 0
 MD0561
 MD0561.Superseded values are not recommended for survey control.
 MD0561
 MD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0561.See file dsdata.pdf to determine how the superseded data were derived.
 MD0561
 MD0561_MARKER: DB = BENCH MARK DISK
 MD0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0561_SP_SET: ABUTMENT
 MD0561_STAMPING: K 222 1947
 MD0561_MARK LOGO: CGS
 MD0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0561
 MD0561  HISTORY     - Date     Condition        Report By
 MD0561  HISTORY     - 1947     MONUMENTED       CGS
 MD0561  HISTORY     - 1962     GOOD             CGS
 MD0561
 MD0561                          STATION DESCRIPTION
 MD0561
 MD0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0561'1.8 MI SE FROM TOWNLEY.
 MD0561'ABOUT 1.8 MILES SE ALONG NO. 30 U.S. HWY. FROM ITS OBLIQUE
 MD0561'INTERSECTION WITH NO. 101 INDIANA HWY. AT TOWNLEY, IN TOP OF S
 MD0561'END OF E ABUTMENT OF 16-FOOT CONCRETE BRIDGE OVER A DITCH, 28
 MD0561'FEET S OF CENTER LINE OF 24-FOOT HWY. PAVEMENT (BRIDGE ROADWAY
 MD0561'IS 52 FEET WIDE), 0.2 FOOT HIGHER THAN SAME, 0.8 FOOT S OF
 MD0561'CONCRETE BANISTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0696 ***********************************************************************
 LA0696  DESIGNATION -  K 223
 LA0696  PID         -  LA0696
 LA0696  STATE/COUNTY-  IN/ADAMS
 LA0696  COUNTRY     -  US
 LA0696  USGS QUAD   -  HOAGLAND (2019)
 LA0696
 LA0696                         *CURRENT SURVEY CONTROL
 LA0696  ______________________________________________________________________
 LA0696* NAD 83(1986) POSITION- 40 52 36.     (N) 084 52 50.     (W)   SCALED
 LA0696* NAVD 88 ORTHO HEIGHT -   256.695 (meters)      842.17  (feet) ADJUSTED
 LA0696  ______________________________________________________________________
 LA0696  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 LA0696  DYNAMIC HEIGHT  -        256.585 (meters)      841.81  (feet) COMP
 LA0696  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 LA0696
 LA0696  VERT ORDER      -  SECOND    CLASS 0
 LA0696
 LA0696.The horizontal coordinates were scaled from a map and have
 LA0696.an estimated accuracy of +/- 6 seconds.
 LA0696
 LA0696.The orthometric height was determined by differential leveling and
 LA0696.adjusted by the NATIONAL GEODETIC SURVEY
 LA0696.in June 1991.
 LA0696
 LA0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0696.GEOID18 height accuracy estimate available here.
 LA0696
 LA0696.Click photographs - Photos may exist for this station.
 LA0696
 LA0696.The dynamic height is computed by dividing the NAVD 88
 LA0696.geopotential number by the normal gravity value computed on the
 LA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0696.degrees latitude (g = 980.6199 gals.).
 LA0696
 LA0696.The modeled gravity was interpolated from observed gravity values.
 LA0696
 LA0696;                    North         East    Units  Estimated Accuracy
 LA0696;SPC IN E     -   625,160.      166,260.      MT  (+/- 180 meters Scaled)
 LA0696
 LA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL785272(NAD 83)
 LA0696
 LA0696                          SUPERSEDED SURVEY CONTROL
 LA0696
 LA0696  NGVD 29 (??/??/92)  256.850  (m)          842.68   (f) ADJ UNCH    2 0
 LA0696
 LA0696.Superseded values are not recommended for survey control.
 LA0696
 LA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0696.See file dsdata.pdf to determine how the superseded data were derived.
 LA0696
 LA0696_MARKER: DB = BENCH MARK DISK
 LA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0696_STAMPING: K 223 1947
 LA0696_MARK LOGO: CGS
 LA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0696+STABILITY: SURFACE MOTION
 LA0696
 LA0696  HISTORY     - Date     Condition        Report By
 LA0696  HISTORY     - 1947     MONUMENTED       CGS
 LA0696  HISTORY     - 1947     GOOD             BRADY
 LA0696
 LA0696                          STATION DESCRIPTION
 LA0696
 LA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0696'7.6 MI NE FROM DECATUR.
 LA0696'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0696'WITH THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 3.9 MILES EAST
 LA0696'ALONG A GRAVEL ROAD, ABOUT 1.05 MILE WEST OF THE INTERSECTION
 LA0696'OF STATE HIGHWAY 101, AT A CROSS ROAD, 50 FEET SOUTH OF THE CENTER
 LA0696'LINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD,
 LA0696'27.5 FEET SOUTH OF A ROUND CONCRETE FENCE CORNER POST, 1 FOOT
 LA0696'WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0696'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0696'PROJECING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE
 LA0696'AT MONROEVILLE, ALLEN COUNTY BY GOING ABOUT 7.0 MILES SOUTH ALONG
 LA0696'STATE HIGHWAY 101, THENCE ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD.
 LA0696
 LA0696                          STATION RECOVERY (1947)
 LA0696
 LA0696'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1947
 LA0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0844 ***********************************************************************
 LA0844  DESIGNATION -  K 224
 LA0844  PID         -  LA0844
 LA0844  STATE/COUNTY-  IN/WELLS
 LA0844  COUNTRY     -  US
 LA0844  USGS QUAD   -  LINN GROVE (2019)
 LA0844
 LA0844                         *CURRENT SURVEY CONTROL
 LA0844  ______________________________________________________________________
 LA0844* NAD 83(1986) POSITION- 40 44 35.     (N) 085 05 20.     (W)   SCALED
 LA0844* NAVD 88 ORTHO HEIGHT -   262.975 (meters)      862.78  (feet) ADJUSTED
 LA0844  ______________________________________________________________________
 LA0844  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 LA0844  DYNAMIC HEIGHT  -        262.852 (meters)      862.37  (feet) COMP
 LA0844  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 LA0844
 LA0844  VERT ORDER      -  SECOND    CLASS 0
 LA0844
 LA0844.The horizontal coordinates were scaled from a map and have
 LA0844.an estimated accuracy of +/- 6 seconds.
 LA0844
 LA0844.The orthometric height was determined by differential leveling and
 LA0844.adjusted by the NATIONAL GEODETIC SURVEY
 LA0844.in June 1991.
 LA0844
 LA0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0844.GEOID18 height accuracy estimate available here.
 LA0844
 LA0844.Click photographs - Photos may exist for this station.
 LA0844
 LA0844.The dynamic height is computed by dividing the NAVD 88
 LA0844.geopotential number by the normal gravity value computed on the
 LA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0844.degrees latitude (g = 980.6199 gals.).
 LA0844
 LA0844.The modeled gravity was interpolated from observed gravity values.
 LA0844
 LA0844;                    North         East    Units  Estimated Accuracy
 LA0844;SPC IN E     -   610,190.      148,800.      MT  (+/- 180 meters Scaled)
 LA0844
 LA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL613119(NAD 83)
 LA0844
 LA0844                          SUPERSEDED SURVEY CONTROL
 LA0844
 LA0844  NGVD 29 (??/??/92)  263.118  (m)          863.25   (f) ADJ UNCH    2 0
 LA0844
 LA0844.Superseded values are not recommended for survey control.
 LA0844
 LA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0844.See file dsdata.pdf to determine how the superseded data were derived.
 LA0844
 LA0844_MARKER: DB = BENCH MARK DISK
 LA0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0844_STAMPING: K 224 1947
 LA0844_MARK LOGO: CGS
 LA0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0844+STABILITY: SURFACE MOTION
 LA0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0844+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2007
 LA0844
 LA0844  HISTORY     - Date     Condition        Report By
 LA0844  HISTORY     - 1947     MONUMENTED       CGS
 LA0844  HISTORY     - 20070126 GOOD             FOXCON
 LA0844
 LA0844                          STATION DESCRIPTION
 LA0844
 LA0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0844'4.4 MI E FROM BLUFFTON.
 LA0844'ABOUT 4.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0844'WITH STATE HIGHWAY 1 AT BLUFFTON, AT THE JUNCTION OF STATE
 LA0844'HIGHWAY 301-SOUTH, ABOUT 100 YARDS EAST OF THE JUNCTION OF HIGHWAY
 LA0844'301-NORTH, 38 FEET NORTH OF THE CENTER LINE OF HIGHWAY 124, 9 1/2
 LA0844'FEET EAST OF THE PROLONGED CENTER LINE OF HIGHWAY 301-S, ABOUT
 LA0844'1.0 MILE WEST OF THE ADAMS-WELLS COUNTY LINE, 6.5 FEET WEST OF
 LA0844'TELEPHONE POLE NO. 41427, 2 FEET SOUTH OF THE FENCE LINE, 2 FEET
 LA0844'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0844'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0844
 LA0844                          STATION RECOVERY (2007)
 LA0844
 LA0844'RECOVERY NOTE BY FOX CONTRACTORS 2007 (JR)
 LA0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0838 ***********************************************************************
 LA0838  DESIGNATION -  K 225
 LA0838  PID         -  LA0838
 LA0838  STATE/COUNTY-  IN/ADAMS
 LA0838  COUNTRY     -  US
 LA0838  USGS QUAD   -  LINN GROVE (2019)
 LA0838
 LA0838                         *CURRENT SURVEY CONTROL
 LA0838  ______________________________________________________________________
 LA0838* NAD 83(1986) POSITION- 40 39 21.     (N) 085 01 57.     (W)   SCALED
 LA0838* NAVD 88 ORTHO HEIGHT -   253.624 (meters)      832.10  (feet) ADJUSTED
 LA0838  ______________________________________________________________________
 LA0838  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LA0838  DYNAMIC HEIGHT  -        253.502 (meters)      831.70  (feet) COMP
 LA0838  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 LA0838
 LA0838  VERT ORDER      -  SECOND    CLASS 0
 LA0838
 LA0838.The horizontal coordinates were scaled from a map and have
 LA0838.an estimated accuracy of +/- 6 seconds.
 LA0838
 LA0838.The orthometric height was determined by differential leveling and
 LA0838.adjusted by the NATIONAL GEODETIC SURVEY
 LA0838.in June 1991.
 LA0838
 LA0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0838.GEOID18 height accuracy estimate available here.
 LA0838
 LA0838.Click photographs - Photos may exist for this station.
 LA0838
 LA0838.The dynamic height is computed by dividing the NAVD 88
 LA0838.geopotential number by the normal gravity value computed on the
 LA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0838.degrees latitude (g = 980.6199 gals.).
 LA0838
 LA0838.The modeled gravity was interpolated from observed gravity values.
 LA0838
 LA0838;                    North         East    Units  Estimated Accuracy
 LA0838;SPC IN E     -   600,530.      153,630.      MT  (+/- 180 meters Scaled)
 LA0838
 LA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL663024(NAD 83)
 LA0838
 LA0838                          SUPERSEDED SURVEY CONTROL
 LA0838
 LA0838  NGVD 29 (??/??/92)  253.769  (m)          832.57   (f) ADJ UNCH    2 0
 LA0838
 LA0838.Superseded values are not recommended for survey control.
 LA0838
 LA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0838.See file dsdata.pdf to determine how the superseded data were derived.
 LA0838
 LA0838_MARKER: DB = BENCH MARK DISK
 LA0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0838_SP_SET: BRIDGE RAILING POST
 LA0838_STAMPING: K 225 1947
 LA0838_MARK LOGO: CGS
 LA0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0838
 LA0838  HISTORY     - Date     Condition        Report By
 LA0838  HISTORY     - 1947     MONUMENTED       CGS
 LA0838
 LA0838                          STATION DESCRIPTION
 LA0838
 LA0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0838'4.7 MI W FROM BERNE.
 LA0838'ABOUT 4.7 MILES WEST ALONG STATE HIGHWAY 118 FROM THE INTERSECTION
 LA0838'OF U.S. HIGHWAY 27 AT BERNE, ABOUT 0.7 MILE WEST OF THE WEST
 LA0838'MISSIONARY CHURCH, AT A CROSSROAD AND THE BRIDGE OVER THE WABASH
 LA0838'RIVER, 48 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 17.5
 LA0838'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP
 LA0838'OF THE CENTER OF THE EAST END POST OF THE SOUTH CONCRETE RAILING
 LA0838'OF THE 330-FOOT CONCRETE BRIDGE AND 3.5 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0365 ***********************************************************************
 LA0365  DESIGNATION -  K 226
 LA0365  PID         -  LA0365
 LA0365  STATE/COUNTY-  IN/JAY
 LA0365  COUNTRY     -  US
 LA0365  USGS QUAD   -  PORTLAND (2019)
 LA0365
 LA0365                         *CURRENT SURVEY CONTROL
 LA0365  ______________________________________________________________________
 LA0365* NAD 83(1986) POSITION- 40 29 50.     (N) 084 58 44.     (W)   SCALED
 LA0365* NAVD 88 ORTHO HEIGHT -   270.464 (meters)      887.35  (feet) ADJUSTED
 LA0365  ______________________________________________________________________
 LA0365  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 LA0365  DYNAMIC HEIGHT  -        270.332 (meters)      886.91  (feet) COMP
 LA0365  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 LA0365
 LA0365  VERT ORDER      -  SECOND    CLASS 0
 LA0365
 LA0365.The horizontal coordinates were scaled from a map and have
 LA0365.an estimated accuracy of +/- 6 seconds.
 LA0365
 LA0365.The orthometric height was determined by differential leveling and
 LA0365.adjusted by the NATIONAL GEODETIC SURVEY
 LA0365.in June 1991.
 LA0365
 LA0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0365.GEOID18 height accuracy estimate available here.
 LA0365
 LA0365.Click photographs - Photos may exist for this station.
 LA0365
 LA0365.The dynamic height is computed by dividing the NAVD 88
 LA0365.geopotential number by the normal gravity value computed on the
 LA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0365.degrees latitude (g = 980.6199 gals.).
 LA0365
 LA0365.The modeled gravity was interpolated from observed gravity values.
 LA0365
 LA0365;                    North         East    Units  Estimated Accuracy
 LA0365;SPC IN E     -   582,950.      158,300.      MT  (+/- 180 meters Scaled)
 LA0365
 LA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712849(NAD 83)
 LA0365
 LA0365                          SUPERSEDED SURVEY CONTROL
 LA0365
 LA0365  NGVD 29 (??/??/92)  270.613  (m)          887.84   (f) ADJ UNCH    2 0
 LA0365
 LA0365.Superseded values are not recommended for survey control.
 LA0365
 LA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0365.See file dsdata.pdf to determine how the superseded data were derived.
 LA0365
 LA0365_MARKER: DB = BENCH MARK DISK
 LA0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0365_SP_SET: CULVERT HEADWALL
 LA0365_STAMPING: K 226 1947
 LA0365_MARK LOGO: CGS
 LA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0365+STABILITY: SURFACE MOTION
 LA0365
 LA0365  HISTORY     - Date     Condition        Report By
 LA0365  HISTORY     - 1947     MONUMENTED       CGS
 LA0365
 LA0365                          STATION DESCRIPTION
 LA0365
 LA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0365'4.4 MI N FROM PORTLAND.
 LA0365'ABOUT 4.45 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST
 LA0365'OFFICE AT PORTLAND, ABOUT 2.5 MILES SOUTH OF THE METHODIST CHURCH
 LA0365'AT BRYANT, ABOUT 1.0 MILE NORTH OF THE PLEASANT RIDGE METHODIST
 LA0365'CHURCH AND THE INTERSECTION OF STATE HIGHWAY 22, AT A BLACK TOP
 LA0365'CROSS ROAD AT ANTIVILLE, 57 FEET NORTHWEST OF THE CENTER LINE
 LA0365'OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE CROSS
 LA0365'ROAD, IN THE TOP OF THE SOUTHEAST CORNER OF A RIGHT-ANGLE SHAPED
 LA0365'CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE CROSS ROAD AND
 LA0365'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0535 ***********************************************************************
 LA0535  DESIGNATION -  K 227 RESET
 LA0535  PID         -  LA0535
 LA0535  STATE/COUNTY-  IN/JAY
 LA0535  COUNTRY     -  US
 LA0535  USGS QUAD   -  GENEVA (2019)
 LA0535
 LA0535                         *CURRENT SURVEY CONTROL
 LA0535  ______________________________________________________________________
 LA0535* NAD 83(1986) POSITION- 40 32 30.     (N) 084 55 06.     (W)   SCALED
 LA0535* NAVD 88 ORTHO HEIGHT -   261.11  (meters)      856.7   (feet) RESET
 LA0535  ______________________________________________________________________
 LA0535  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 LA0535  VERT ORDER      -  THIRD
 LA0535
 LA0535.The horizontal coordinates were scaled from a map and have
 LA0535.an estimated accuracy of +/- 6 seconds.
 LA0535
 LA0535.The orthometric height was computed from unverified reset data.
 LA0535
 LA0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0535.GEOID18 height accuracy estimate available here.
 LA0535
 LA0535.Click photographs - Photos may exist for this station.
 LA0535
 LA0535;                    North         East    Units  Estimated Accuracy
 LA0535;SPC IN E     -   587,930.      163,390.      MT  (+/- 180 meters Scaled)
 LA0535
 LA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK762899(NAD 83)
 LA0535
 LA0535                          SUPERSEDED SURVEY CONTROL
 LA0535
 LA0535  NGVD 29 (??/??/??)  261.26   (m)          857.2    (f) RESET       3  
 LA0535
 LA0535.Superseded values are not recommended for survey control.
 LA0535
 LA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0535.See file dsdata.pdf to determine how the superseded data were derived.
 LA0535
 LA0535_MARKER: DB = BENCH MARK DISK
 LA0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0535_SP_SET: ABUTMENT
 LA0535_STAMPING: K 227 RESET 1962
 LA0535_MARK LOGO: CGS
 LA0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0535
 LA0535  HISTORY     - Date     Condition        Report By
 LA0535  HISTORY     - 1962     MONUMENTED       INHD
 LA0535
 LA0535                          STATION DESCRIPTION
 LA0535
 LA0535'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1962
 LA0535'0.6 MI N FROM BRYANT.
 LA0535'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0535'CHURCH AT BRYANT, THENCE ABOUT 2.35 MILES EAST ALONG STATE
 LA0535'HIGHWAY 67, ABOUT 3.9 MILES WEST OF THE CATHOLIC CHURCH AT
 LA0535'TRINITY, ABOUT 0.1 MILE EAST OF THE LIMBERLOST CHURCH OF CHRIST,
 LA0535'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 LA0535'OF THE 125-FOOT BRIDGE OVER LIMBERLOST CREEK, 19 FEET NORTH OF
 LA0535'THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF THE STEEL BEAM,
 LA0535'AND 0.75 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0448 ***********************************************************************
 LA0448  DESIGNATION -  K 228
 LA0448  PID         -  LA0448
 LA0448  STATE/COUNTY-  IN/RANDOLPH
 LA0448  COUNTRY     -  US
 LA0448  USGS QUAD   -  SPARTANBURG (2019)
 LA0448
 LA0448                         *CURRENT SURVEY CONTROL
 LA0448  ______________________________________________________________________
 LA0448* NAD 83(1986) POSITION- 40 02 04.     (N) 084 49 46.     (W)   SCALED
 LA0448* NAVD 88 ORTHO HEIGHT -   367.085 (meters)     1204.34  (feet) ADJUSTED
 LA0448  ______________________________________________________________________
 LA0448  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LA0448  DYNAMIC HEIGHT  -        366.879 (meters)     1203.67  (feet) COMP
 LA0448  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 LA0448
 LA0448  VERT ORDER      -  SECOND    CLASS 0
 LA0448
 LA0448.The horizontal coordinates were scaled from a map and have
 LA0448.an estimated accuracy of +/- 6 seconds.
 LA0448
 LA0448.The orthometric height was determined by differential leveling and
 LA0448.adjusted by the NATIONAL GEODETIC SURVEY
 LA0448.in June 1991.
 LA0448
 LA0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0448.GEOID18 height accuracy estimate available here.
 LA0448
 LA0448.Click photographs - Photos may exist for this station.
 LA0448
 LA0448.The dynamic height is computed by dividing the NAVD 88
 LA0448.geopotential number by the normal gravity value computed on the
 LA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0448.degrees latitude (g = 980.6199 gals.).
 LA0448
 LA0448.The modeled gravity was interpolated from observed gravity values.
 LA0448
 LA0448;                    North         East    Units  Estimated Accuracy
 LA0448;SPC IN E     -   531,680.      171,460.      MT  (+/- 180 meters Scaled)
 LA0448
 LA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851338(NAD 83)
 LA0448
 LA0448                          SUPERSEDED SURVEY CONTROL
 LA0448
 LA0448  NGVD 29 (??/??/92)  367.222  (m)         1204.79   (f) ADJ UNCH    2 0
 LA0448
 LA0448.Superseded values are not recommended for survey control.
 LA0448
 LA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0448.See file dsdata.pdf to determine how the superseded data were derived.
 LA0448
 LA0448_MARKER: DB = BENCH MARK DISK
 LA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0448_STAMPING: K 228 1947
 LA0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0448+STABILITY: SURFACE MOTION
 LA0448
 LA0448  HISTORY     - Date     Condition        Report By
 LA0448  HISTORY     - 1947     MONUMENTED       CGS
 LA0448  HISTORY     - 20030522 POOR             GEOCAC
 LA0448
 LA0448                          STATION DESCRIPTION
 LA0448
 LA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0448'3.3 MI N FROM BETHEL.
 LA0448'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0448'AT BETHEL, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF U.S.
 LA0448'HIGHWAY 36, AT A CROSS ROAD, ABOUT 0.25 MILE NORTH OF THE
 LA0448'CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 LA0448'RAILWAY, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19
 LA0448'FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 16 FEET WEST
 LA0448'OF A FENCE CORNER, 1.2 FEET NORTH OF THE FENCE LINE, 2.5 FEET
 LA0448'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0448'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0448
 LA0448                          STATION RECOVERY (2003)
 LA0448
 LA0448'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0448'RAILWAY LINE HAS BEEN REMOVED.  CROSS ROAD IS COUNTY ROAD 900 SOUTH.
 LA0448'FENCE LINE AND POST ARE GONE.  THE CONCRETE POST HAS BEEN DISTURBED,
 LA0448'SO IT IS LYING ON ITS SIDE AND THE DISK IS VERTICAL RATHER THAN THE
 LA0448'NORMAL HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0419 ***********************************************************************
 LA0419  DESIGNATION -  K 229
 LA0419  PID         -  LA0419
 LA0419  STATE/COUNTY-  IN/RANDOLPH
 LA0419  COUNTRY     -  US
 LA0419  USGS QUAD   -  LYNN (2019)
 LA0419
 LA0419                         *CURRENT SURVEY CONTROL
 LA0419  ______________________________________________________________________
 LA0419* NAD 83(1986) POSITION- 40 01 56.     (N) 084 59 38.     (W)   SCALED
 LA0419* NAVD 88 ORTHO HEIGHT -   360.693 (meters)     1183.37  (feet) ADJUSTED
 LA0419  ______________________________________________________________________
 LA0419  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 LA0419  DYNAMIC HEIGHT  -        360.491 (meters)     1182.71  (feet) COMP
 LA0419  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 LA0419
 LA0419  VERT ORDER      -  SECOND    CLASS 0
 LA0419
 LA0419.The horizontal coordinates were scaled from a map and have
 LA0419.an estimated accuracy of +/- 6 seconds.
 LA0419
 LA0419.The orthometric height was determined by differential leveling and
 LA0419.adjusted by the NATIONAL GEODETIC SURVEY
 LA0419.in June 1991.
 LA0419
 LA0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0419.GEOID18 height accuracy estimate available here.
 LA0419
 LA0419.Click photographs - Photos may exist for this station.
 LA0419
 LA0419.The dynamic height is computed by dividing the NAVD 88
 LA0419.geopotential number by the normal gravity value computed on the
 LA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0419.degrees latitude (g = 980.6199 gals.).
 LA0419
 LA0419.The modeled gravity was interpolated from observed gravity values.
 LA0419
 LA0419;                    North         East    Units  Estimated Accuracy
 LA0419;SPC IN E     -   531,310.      157,420.      MT  (+/- 180 meters Scaled)
 LA0419
 LA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711332(NAD 83)
 LA0419
 LA0419                          SUPERSEDED SURVEY CONTROL
 LA0419
 LA0419  NGVD 29 (??/??/92)  360.829  (m)         1183.82   (f) ADJ UNCH    2 0
 LA0419
 LA0419.Superseded values are not recommended for survey control.
 LA0419
 LA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0419.See file dsdata.pdf to determine how the superseded data were derived.
 LA0419
 LA0419_MARKER: DB = BENCH MARK DISK
 LA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0419_SP_SET: BRIDGE
 LA0419_STAMPING: K 229 1947
 LA0419_MARK LOGO: CGS
 LA0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0419
 LA0419  HISTORY     - Date     Condition        Report By
 LA0419  HISTORY     - 1947     MONUMENTED       CGS
 LA0419
 LA0419                          STATION DESCRIPTION
 LA0419
 LA0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0419'0.4 MI N FROM BLOOMINGPORT.
 LA0419'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0419'AT BLOOMINGPORT, ABOUT 1.1 MILES SOUTH OF THE INTERSECTION OF
 LA0419'U.S. HIGHWAY 36, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 LA0419'WING WALL OF A 5-FOOT CONCRETE BRIDGE, 12.5 FEET WEST OF THE
 LA0419'CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE SOUTH END OF
 LA0419'THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK
 LA0419'MAY BE REACHED FROM LYNN, RANDOLPH COUNTY BY GOING ABOUT 2.8
 LA0419'MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH U.S.
 LA0419'HIGHWAY 27 AT LYNN, THENCE ABOUT 1.1 MILES SOUTH ALONG A BLACK
 LA0419'TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0130 ***********************************************************************
 ME0130  DESIGNATION -  K 23
 ME0130  PID         -  ME0130
 ME0130  STATE/COUNTY-  IN/ST JOSEPH
 ME0130  COUNTRY     -  US
 ME0130  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0130
 ME0130                         *CURRENT SURVEY CONTROL
 ME0130  ______________________________________________________________________
 ME0130* NAD 83(1986) POSITION- 41 40 05.     (N) 086 16 27.     (W)   SCALED
 ME0130* NAVD 88 ORTHO HEIGHT -   219.046 (meters)      718.65  (feet) ADJUSTED
 ME0130  ______________________________________________________________________
 ME0130  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME0130  DYNAMIC HEIGHT  -        218.961 (meters)      718.37  (feet) COMP
 ME0130  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 ME0130
 ME0130  VERT ORDER      -  SECOND    CLASS 0
 ME0130
 ME0130.The horizontal coordinates were scaled from a map and have
 ME0130.an estimated accuracy of +/- 6 seconds.
 ME0130
 ME0130.The orthometric height was determined by differential leveling and
 ME0130.adjusted by the NATIONAL GEODETIC SURVEY
 ME0130.in June 1991.
 ME0130
 ME0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0130.GEOID18 height accuracy estimate available here.
 ME0130
 ME0130.Click photographs - Photos may exist for this station.
 ME0130
 ME0130.The dynamic height is computed by dividing the NAVD 88
 ME0130.geopotential number by the normal gravity value computed on the
 ME0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0130.degrees latitude (g = 980.6199 gals.).
 ME0130
 ME0130.The modeled gravity was interpolated from observed gravity values.
 ME0130
 ME0130;                    North         East    Units  Estimated Accuracy
 ME0130;SPC IN E     -   712,930.       49,410.      MT  (+/- 180 meters Scaled)
 ME0130
 ME0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604131(NAD 83)
 ME0130
 ME0130                          SUPERSEDED SURVEY CONTROL
 ME0130
 ME0130  NGVD 29 (??/??/92)  219.164  (m)          719.04   (f) ADJ UNCH    2 0
 ME0130
 ME0130.Superseded values are not recommended for survey control.
 ME0130
 ME0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0130.See file dsdata.pdf to determine how the superseded data were derived.
 ME0130
 ME0130_MARKER: DB = BENCH MARK DISK
 ME0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0130_SP_SET: WATERSPOUT FOUNDATION
 ME0130_STAMPING: K 23 1934
 ME0130_MARK LOGO: CGS
 ME0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0130
 ME0130  HISTORY     - Date     Condition        Report By
 ME0130  HISTORY     - 1934     MONUMENTED       CGS
 ME0130  HISTORY     - 1941     GOOD             CGS
 ME0130  HISTORY     - 20060309 MARK NOT FOUND   INDIV
 ME0130
 ME0130                          STATION DESCRIPTION
 ME0130
 ME0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ME0130'AT SOUTH BEND.
 ME0130'AT SOUTH BEND, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 ME0130'RAILROAD IN THE SOUTH ANGLE OF THE CROSSING OF THE MICHIGAN
 ME0130'CENTRAL RAILROAD, 2-1/2 RAILS SOUTHWEST OF THE CENTER OF THE
 ME0130'CROSSING, 30 YARDS WEST OF THE TURNTABLE AT THE ROUNDHOUSE,
 ME0130'IN THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE WATERSPOUT,
 ME0130'4.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE
 ME0130'BASE OF THE RAIL.  A STANDARD DISK, STAMPED K 23 1934.
 ME0130'NOTE-- IT WAS REPORTED IN SEPTEMBER 1941 THAT THIS BENCH MARK
 ME0130'IS 160 FEET SOUTH AND 12 FEET WEST OF THE CENTER OF THE
 ME0130'INTERSECTION OF FORD STREET AND KOSCIUSKO STREET, AND IS A BRASS
 ME0130'PLUG IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 ME0130'WATERSPOUT.
 ME0130
 ME0130                          STATION RECOVERY (2006)
 ME0130
 ME0130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0130'WATER SPOUT AND BASE ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1157 ***********************************************************************
 JZ1157  DESIGNATION -  K 230
 JZ1157  PID         -  JZ1157
 JZ1157  STATE/COUNTY-  IN/WAYNE
 JZ1157  COUNTRY     -  US
 JZ1157  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1157
 JZ1157                         *CURRENT SURVEY CONTROL
 JZ1157  ______________________________________________________________________
 JZ1157* NAD 83(1986) POSITION- 39 57 19.     (N) 084 55 13.     (W)   SCALED
 JZ1157* NAVD 88 ORTHO HEIGHT -   339.348 (meters)     1113.34  (feet) ADJUSTED
 JZ1157  ______________________________________________________________________
 JZ1157  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 JZ1157  DYNAMIC HEIGHT  -        339.154 (meters)     1112.71  (feet) COMP
 JZ1157  MODELED GRAVITY -    980,044.7   (mgal)                       NAVD 88
 JZ1157
 JZ1157  VERT ORDER      -  SECOND    CLASS 0
 JZ1157
 JZ1157.The horizontal coordinates were scaled from a map and have
 JZ1157.an estimated accuracy of +/- 6 seconds.
 JZ1157
 JZ1157.The orthometric height was determined by differential leveling and
 JZ1157.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1157.in June 1991.
 JZ1157
 JZ1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1157.GEOID18 height accuracy estimate available here.
 JZ1157
 JZ1157.Click photographs - Photos may exist for this station.
 JZ1157
 JZ1157.The dynamic height is computed by dividing the NAVD 88
 JZ1157.geopotential number by the normal gravity value computed on the
 JZ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1157.degrees latitude (g = 980.6199 gals.).
 JZ1157
 JZ1157.The modeled gravity was interpolated from observed gravity values.
 JZ1157
 JZ1157;                    North         East    Units  Estimated Accuracy
 JZ1157;SPC IN E     -   522,820.      163,780.      MT  (+/- 180 meters Scaled)
 JZ1157
 JZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK776248(NAD 83)
 JZ1157
 JZ1157                          SUPERSEDED SURVEY CONTROL
 JZ1157
 JZ1157  NGVD 29 (??/??/92)  339.487  (m)         1113.80   (f) ADJ UNCH    2 0
 JZ1157
 JZ1157.Superseded values are not recommended for survey control.
 JZ1157
 JZ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1157.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1157
 JZ1157_MARKER: DB = BENCH MARK DISK
 JZ1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1157_SP_SET: BUILDING
 JZ1157_STAMPING: K 230 1947
 JZ1157_MARK LOGO: CGS
 JZ1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1157
 JZ1157  HISTORY     - Date     Condition        Report By
 JZ1157  HISTORY     - 1947     MONUMENTED       CGS
 JZ1157  HISTORY     - 20030316 MARK NOT FOUND   GEOCAC
 JZ1157
 JZ1157                          STATION DESCRIPTION
 JZ1157
 JZ1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1157'AT FOUNTAIN CITY.
 JZ1157'AT FOUNTAIN CITY, ABOUT 0.15 MILE WEST ALONG A BLACK TOP ROAD
 JZ1157'FROM THE POST OFFICE, SET VERTICALLY IN THE SOUTH WALL OF THE NEW
 JZ1157'GARDEN T.P. HIGH SCHOOL, 16 FEET WEST OF THE CENTER OF THE MAIN
 JZ1157'SOUTH ENTRANCE, 67 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JZ1157'AND 4 FEET ABOVE THE GROUND.
 JZ1157
 JZ1157                          STATION RECOVERY (2003)
 JZ1157
 JZ1157'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1157'(I BELIEVE THIS BENCHMARK IS DESTROYED.)  NEW GARDEN T.P. HIGH SCHOOL
 JZ1157'BUILDING HAS BEEN REPLACED BY NORTHEASTERN WAYNE SCHOOL AND NEW GARDEN
 JZ1157'TOWNSHIP BUILDING.  THE ONLY THING LEFT OF THE OLD SCHOOL IS A
 JZ1157'MEMORIAL ERECTED IN 1984.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1061 ***********************************************************************
 LA1061  DESIGNATION -  K 231
 LA1061  PID         -  LA1061
 LA1061  STATE/COUNTY-  IN/JAY
 LA1061  COUNTRY     -  US
 LA1061  USGS QUAD   -  REDKEY (2019)
 LA1061
 LA1061                         *CURRENT SURVEY CONTROL
 LA1061  ______________________________________________________________________
 LA1061* NAD 83(1986) POSITION- 40 19 19.     (N) 085 07 48.     (W)   SCALED
 LA1061* NAVD 88 ORTHO HEIGHT -   300.434 (meters)      985.67  (feet) ADJUSTED
 LA1061  ______________________________________________________________________
 LA1061  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 LA1061  DYNAMIC HEIGHT  -        300.279 (meters)      985.17  (feet) COMP
 LA1061  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 LA1061
 LA1061  VERT ORDER      -  SECOND    CLASS 0
 LA1061
 LA1061.The horizontal coordinates were scaled from a map and have
 LA1061.an estimated accuracy of +/- 6 seconds.
 LA1061
 LA1061.The orthometric height was determined by differential leveling and
 LA1061.adjusted by the NATIONAL GEODETIC SURVEY
 LA1061.in June 1991.
 LA1061
 LA1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1061.GEOID18 height accuracy estimate available here.
 LA1061
 LA1061.Click photographs - Photos may exist for this station.
 LA1061
 LA1061.The dynamic height is computed by dividing the NAVD 88
 LA1061.geopotential number by the normal gravity value computed on the
 LA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1061.degrees latitude (g = 980.6199 gals.).
 LA1061
 LA1061.The modeled gravity was interpolated from observed gravity values.
 LA1061
 LA1061;                    North         East    Units  Estimated Accuracy
 LA1061;SPC IN E     -   563,400.      145,610.      MT  (+/- 180 meters Scaled)
 LA1061
 LA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK588651(NAD 83)
 LA1061
 LA1061                          SUPERSEDED SURVEY CONTROL
 LA1061
 LA1061  NGVD 29 (??/??/92)  300.574  (m)          986.13   (f) ADJ UNCH    2 0
 LA1061
 LA1061.Superseded values are not recommended for survey control.
 LA1061
 LA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1061.See file dsdata.pdf to determine how the superseded data were derived.
 LA1061
 LA1061_MARKER: DB = BENCH MARK DISK
 LA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1061_STAMPING: K 231 1947
 LA1061_MARK LOGO: CGS
 LA1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1061+STABILITY: SURFACE MOTION
 LA1061
 LA1061  HISTORY     - Date     Condition        Report By
 LA1061  HISTORY     - 1947     MONUMENTED       CGS
 LA1061
 LA1061                          STATION DESCRIPTION
 LA1061
 LA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1061'3 MI SE FROM RED KEY.
 LA1061'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 LA1061'AT RED KEY, THENCE ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD,
 LA1061'ABOUT 1.9 MILES WEST OF THE CROSSROADS AT POWERS, AT A NORTH-SOUTH
 LA1061'GRAVEL ROAD CROSSING, 270 FEET WEST AND ACROSS THE NORTH-SOUTH
 LA1061'ROAD FROM THE SOUTHWEST CORNER OF A LARGE WHITE FARM HOUSE, 16 FEET
 LA1061'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 34 FEET NORTH OF THE
 LA1061'CENTER LINE OF THE BLACK TOP ROAD, 11 FEET NORTH OF A FENCE CORNER
 LA1061'POST, 12 FEET NORTH OF TELEPHONE POLE NO. D-4, 1 FOOT EAST OF THE
 LA1061'FENCE LINE, IN LINE WITH A ROW OF POLES LEADING NORTH, 2 FEET SOUTH
 LA1061'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND
 LA1061'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0408 ***********************************************************************
 LA0408  DESIGNATION -  K 232
 LA0408  PID         -  LA0408
 LA0408  STATE/COUNTY-  IN/RANDOLPH
 LA0408  COUNTRY     -  US
 LA0408  USGS QUAD   -  DEERFIELD (2019)
 LA0408
 LA0408                         *CURRENT SURVEY CONTROL
 LA0408  ______________________________________________________________________
 LA0408* NAD 83(1986) POSITION- 40 17 42.     (N) 084 58 36.     (W)   SCALED
 LA0408* NAVD 88 ORTHO HEIGHT -   307.140 (meters)     1007.68  (feet) ADJUSTED
 LA0408  ______________________________________________________________________
 LA0408  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 LA0408  DYNAMIC HEIGHT  -        306.982 (meters)     1007.16  (feet) COMP
 LA0408  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 LA0408
 LA0408  VERT ORDER      -  SECOND    CLASS 0
 LA0408
 LA0408.The horizontal coordinates were scaled from a map and have
 LA0408.an estimated accuracy of +/- 6 seconds.
 LA0408
 LA0408.The orthometric height was determined by differential leveling and
 LA0408.adjusted by the NATIONAL GEODETIC SURVEY
 LA0408.in June 1991.
 LA0408
 LA0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0408.GEOID18 height accuracy estimate available here.
 LA0408
 LA0408.Click photographs - Photos may exist for this station.
 LA0408
 LA0408.The dynamic height is computed by dividing the NAVD 88
 LA0408.geopotential number by the normal gravity value computed on the
 LA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0408.degrees latitude (g = 980.6199 gals.).
 LA0408
 LA0408.The modeled gravity was interpolated from observed gravity values.
 LA0408
 LA0408;                    North         East    Units  Estimated Accuracy
 LA0408;SPC IN E     -   560,500.      158,670.      MT  (+/- 180 meters Scaled)
 LA0408
 LA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719624(NAD 83)
 LA0408
 LA0408                          SUPERSEDED SURVEY CONTROL
 LA0408
 LA0408  NGVD 29 (??/??/92)  307.289  (m)         1008.16   (f) ADJ UNCH    2 0
 LA0408
 LA0408.Superseded values are not recommended for survey control.
 LA0408
 LA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0408.See file dsdata.pdf to determine how the superseded data were derived.
 LA0408
 LA0408_MARKER: DB = BENCH MARK DISK
 LA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0408_STAMPING: K 232 1947
 LA0408_MARK LOGO: CGS
 LA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0408+STABILITY: SURFACE MOTION
 LA0408
 LA0408  HISTORY     - Date     Condition        Report By
 LA0408  HISTORY     - 1947     MONUMENTED       CGS
 LA0408  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0408
 LA0408                          STATION DESCRIPTION
 LA0408
 LA0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0408'1.2 MI N FROM DEERFIELD.
 LA0408'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0408'WITH STATE HIGHWAY 28 AT DEERFIELD, ABOUT 1.0 MILE SOUTH OF THE
 LA0408'JAY-RANDOLPH COUNTY LINE, AT THE INTERSECTION OF AN EAST-WEST
 LA0408'BLACK TOP ROAD (WEST TO RIDGEVILLE), 104 FEET NORTH OF THE CENTER
 LA0408'LINE OF THE BLACK TOP ROAD, 28 FEET WEST OF THE CENTER LINE OF
 LA0408'THE HIGHWAY, 29 FEET SOUTH OF A PIPE LINE EMERGENCY CUT OFF
 LA0408'VALVE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0408'WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0408'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE GERMAN REFORM
 LA0408'CHURCH AT NEW PITTSBURG, RANDOLPH COUNTY BY GOING ABOUT 4.4
 LA0408'MILES WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD, THENCE ABOUT
 LA0408'1.0 MILE SOUTH ALONG U.S. HIGHWAY 27.
 LA0408
 LA0408                          STATION RECOVERY (2009)
 LA0408
 LA0408'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0408'MARK PROBABLY DESTROYED DURING US.27 CONSTRUCTION PROJECT.  REPLACED
 LA0408'WITH K232 RESET 1965 AT NW QUAD US.27/CR900N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0409 ***********************************************************************
 LA0409  DESIGNATION -  K 232 RESET
 LA0409  PID         -  LA0409
 LA0409  STATE/COUNTY-  IN/RANDOLPH
 LA0409  COUNTRY     -  US
 LA0409  USGS QUAD   -  DEERFIELD (2019)
 LA0409
 LA0409                         *CURRENT SURVEY CONTROL
 LA0409  ______________________________________________________________________
 LA0409* NAD 83(1986) POSITION- 40 17 42.     (N) 084 58 36.     (W)   SCALED
 LA0409* NAVD 88 ORTHO HEIGHT -   307.13  (meters)     1007.6   (feet) RESET
 LA0409  ______________________________________________________________________
 LA0409  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 LA0409  VERT ORDER      -  THIRD
 LA0409
 LA0409.The horizontal coordinates were scaled from a map and have
 LA0409.an estimated accuracy of +/- 6 seconds.
 LA0409
 LA0409.The orthometric height was computed from unverified reset data.
 LA0409
 LA0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0409.GEOID18 height accuracy estimate available here.
 LA0409
 LA0409.Click photographs - Photos may exist for this station.
 LA0409
 LA0409;                    North         East    Units  Estimated Accuracy
 LA0409;SPC IN E     -   560,500.      158,670.      MT  (+/- 180 meters Scaled)
 LA0409
 LA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719624(NAD 83)
 LA0409
 LA0409                          SUPERSEDED SURVEY CONTROL
 LA0409
 LA0409  NGVD 29 (??/??/??)  307.28   (m)         1008.1    (f) RESET       3  
 LA0409
 LA0409.Superseded values are not recommended for survey control.
 LA0409
 LA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0409.See file dsdata.pdf to determine how the superseded data were derived.
 LA0409
 LA0409_MARKER: DB = BENCH MARK DISK
 LA0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0409_STAMPING: K 232 RESET 1965
 LA0409_MARK LOGO: CGS
 LA0409_PROJECTION: RECESSED 10 CENTIMETERS
 LA0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0409+STABILITY: SURFACE MOTION
 LA0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0409+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 LA0409
 LA0409  HISTORY     - Date     Condition        Report By
 LA0409  HISTORY     - 1965     MONUMENTED       INHD
 LA0409  HISTORY     - 20091028 GOOD             INDOT
 LA0409
 LA0409                          STATION DESCRIPTION
 LA0409
 LA0409'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0409'1.2 MI N FROM DEERFIELD.
 LA0409'NEW BENCH MARK IS 23 FEET SOUTH AND 33 FEET WEST OF THE OLD BENCH
 LA0409'MARK, 63 FEET WEST OF CENTER OF THE NEW ROAD AND 90 FEET NORTH
 LA0409'OF THE CENTER OF RANDOLPH COUNTY ROAD.
 LA0409
 LA0409                          STATION RECOVERY (2009)
 LA0409
 LA0409'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0409'RECOVERED AS DESCRIBED, 4 INCHES DOWN, AT NW QUAD U.S.27/CR900N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1819 ***********************************************************************
 ME1819  DESIGNATION -  K 233
 ME1819  PID         -  ME1819
 ME1819  STATE/COUNTY-  IN/LAKE
 ME1819  COUNTRY     -  US
 ME1819  USGS QUAD   -  LAKE CALUMET (2018)
 ME1819
 ME1819                         *CURRENT SURVEY CONTROL
 ME1819  ______________________________________________________________________
 ME1819* NAD 83(1986) POSITION- 41 37 55.     (N) 087 31 04.     (W)   SCALED
 ME1819* NAVD 88 ORTHO HEIGHT -   179.560 (meters)      589.11  (feet) ADJUSTED
 ME1819  ______________________________________________________________________
 ME1819  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 ME1819  DYNAMIC HEIGHT  -        179.495 (meters)      588.89  (feet) COMP
 ME1819  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 ME1819
 ME1819  VERT ORDER      -  FIRST     CLASS II
 ME1819
 ME1819.The horizontal coordinates were scaled from a map and have
 ME1819.an estimated accuracy of +/- 6 seconds.
 ME1819
 ME1819.The orthometric height was determined by differential leveling and
 ME1819.adjusted by the NATIONAL GEODETIC SURVEY
 ME1819.in June 1991.
 ME1819
 ME1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1819.GEOID18 height accuracy estimate available here.
 ME1819
 ME1819.Click photographs - Photos may exist for this station.
 ME1819
 ME1819.The dynamic height is computed by dividing the NAVD 88
 ME1819.geopotential number by the normal gravity value computed on the
 ME1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1819.degrees latitude (g = 980.6199 gals.).
 ME1819
 ME1819.The modeled gravity was interpolated from observed gravity values.
 ME1819
 ME1819;                    North         East    Units  Estimated Accuracy
 ME1819;SPC IN W     -   708,830.      863,800.      MT  (+/- 180 meters Scaled)
 ME1819
 ME1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM568090(NAD 83)
 ME1819
 ME1819                          SUPERSEDED SURVEY CONTROL
 ME1819
 ME1819  NGVD 29 (??/??/92)  179.665  (m)          589.45   (f) ADJ UNCH    1 2
 ME1819
 ME1819.Superseded values are not recommended for survey control.
 ME1819
 ME1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1819.See file dsdata.pdf to determine how the superseded data were derived.
 ME1819
 ME1819_MARKER: DB = BENCH MARK DISK
 ME1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1819_SP_SET: BUILDING
 ME1819_STAMPING: K 233 1947
 ME1819_MARK LOGO: CGS
 ME1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1819
 ME1819  HISTORY     - Date     Condition        Report By
 ME1819  HISTORY     - 1947     MONUMENTED       CGS
 ME1819  HISTORY     - 1965     MARK NOT FOUND   CGS
 ME1819
 ME1819                          STATION DESCRIPTION
 ME1819
 ME1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1819'AT HAMMOND.
 ME1819'AT HAMMOND, ABOUT 0.5 MILE EAST ALONG COSTLIN STREET FROM THE
 ME1819'INDIANA-ILLINOIS STATE LINE, AT THE NORTHWEST QUARTER OF THE
 ME1819'INTERSECTION OF COSTLIN STREET AND HOHMAN AVENUE, SET VERTICALLY
 ME1819'IN THE WEST FACE OF THE SOUTHWEST CORNER OF THE BRICK WALL OF THE
 ME1819'MOBILGAS SERVICE STATION AT 4450 HOHMAN AVENUE, 0.7 FOOT NORTH
 ME1819'OF THE SOUTHWEST CORNER AND 1 FOOT ABOVE THE SIDE WALK.
 ME1819'NOTE-- THIS BM IS PROBABLY STILL IN ITS PROPER PLACE AND IN GOOD
 ME1819'SHAPE, HOWEVER, THE MOBILGAS STATION NO LONGER EXITS.  THE GULF
 ME1819'OIL CO. HAS TAKEN OVER THE BUILDING AND IN CONVERTING THE
 ME1819'STATION TO THEIR USE THEY COVERED THE BUILDING WITH THE WHITE
 ME1819'METAL SIDING COMMON TO ALL GULF STATIONS.  I COULD FIND NO ONE
 ME1819'THAT COULD REMEMBER THE BM BEFORE THE SIDING WEST ON THE
 ME1819'BUILDING TO VERFIY THE BMS EXISTENCE.
 ME1819
 ME1819                          STATION RECOVERY (1965)
 ME1819
 ME1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 ME1819'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1185 ***********************************************************************
 LA1185  DESIGNATION -  K 234
 LA1185  PID         -  LA1185
 LA1185  STATE/COUNTY-  IN/BLACKFORD
 LA1185  COUNTRY     -  US
 LA1185  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1185
 LA1185                         *CURRENT SURVEY CONTROL
 LA1185  ______________________________________________________________________
 LA1185* NAD 83(1986) POSITION- 40 24 26.     (N) 085 22 12.     (W)   SCALED
 LA1185* NAVD 88 ORTHO HEIGHT -   275.522 (meters)      903.94  (feet) ADJUSTED
 LA1185  ______________________________________________________________________
 LA1185  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 LA1185  DYNAMIC HEIGHT  -        275.382 (meters)      903.48  (feet) COMP
 LA1185  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 LA1185
 LA1185  VERT ORDER      -  SECOND    CLASS 0
 LA1185
 LA1185.The horizontal coordinates were scaled from a map and have
 LA1185.an estimated accuracy of +/- 6 seconds.
 LA1185
 LA1185.The orthometric height was determined by differential leveling and
 LA1185.adjusted by the NATIONAL GEODETIC SURVEY
 LA1185.in June 1991.
 LA1185
 LA1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1185.GEOID18 height accuracy estimate available here.
 LA1185
 LA1185.Click photographs - Photos may exist for this station.
 LA1185
 LA1185.The dynamic height is computed by dividing the NAVD 88
 LA1185.geopotential number by the normal gravity value computed on the
 LA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1185.degrees latitude (g = 980.6199 gals.).
 LA1185
 LA1185.The modeled gravity was interpolated from observed gravity values.
 LA1185
 LA1185;                    North         East    Units  Estimated Accuracy
 LA1185;SPC IN E     -   572,780.      125,180.      MT  (+/- 180 meters Scaled)
 LA1185
 LA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383742(NAD 83)
 LA1185
 LA1185                          SUPERSEDED SURVEY CONTROL
 LA1185
 LA1185  NGVD 29 (??/??/92)  275.658  (m)          904.39   (f) ADJ UNCH    2 0
 LA1185
 LA1185.Superseded values are not recommended for survey control.
 LA1185
 LA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1185.See file dsdata.pdf to determine how the superseded data were derived.
 LA1185
 LA1185_MARKER: DB = BENCH MARK DISK
 LA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1185_STAMPING: K 234 1947
 LA1185_MARK LOGO: CGS
 LA1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1185+STABILITY: SURFACE MOTION
 LA1185
 LA1185  HISTORY     - Date     Condition        Report By
 LA1185  HISTORY     - 1947     MONUMENTED       CGS
 LA1185
 LA1185                          STATION DESCRIPTION
 LA1185
 LA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1185'3 MI S FROM HARTFORD CITY.
 LA1185'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 LA1185'OF STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, AT THE INTERSECTION
 LA1185'OF A GRAVEL CROSS ROAD, 69 FEET EAST OF THE CENTER LINE OF THE
 LA1185'HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 LA1185'13 FEET NORTHWEST OF THE SOUTHWEST FENCE CORNER, 55.5 FEET
 LA1185'SOUTHEAST OF THE NORTHWEST FENCE CORNER, 1.0 FOOT SOUTHWEST OF THE
 LA1185'FENCE LINE, 42 FEET EAST OF THE CENTER OF THE EAST CONCRETE HEAD
 LA1185'WALL OF A 12-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 2 FEET
 LA1185'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1185'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2358 ***********************************************************************
 JZ2358  DESIGNATION -  K 235
 JZ2358  PID         -  JZ2358
 JZ2358  STATE/COUNTY-  IN/MARION
 JZ2358  COUNTRY     -  US
 JZ2358  USGS QUAD   -  CUMBERLAND (2019)
 JZ2358
 JZ2358                         *CURRENT SURVEY CONTROL
 JZ2358  ______________________________________________________________________
 JZ2358* NAD 83(1986) POSITION- 39 52 16.     (N) 085 58 09.     (W)   SCALED
 JZ2358* NAVD 88 ORTHO HEIGHT -   252.685 (meters)      829.02  (feet) ADJUSTED
 JZ2358  ______________________________________________________________________
 JZ2358  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 JZ2358  DYNAMIC HEIGHT  -        252.542 (meters)      828.55  (feet) COMP
 JZ2358  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 JZ2358
 JZ2358  VERT ORDER      -  FIRST     CLASS II
 JZ2358
 JZ2358.The horizontal coordinates were scaled from a map and have
 JZ2358.an estimated accuracy of +/- 6 seconds.
 JZ2358
 JZ2358.The orthometric height was determined by differential leveling and
 JZ2358.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2358.in June 1991.
 JZ2358
 JZ2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2358.GEOID18 height accuracy estimate available here.
 JZ2358
 JZ2358.Click photographs - Photos may exist for this station.
 JZ2358
 JZ2358.The dynamic height is computed by dividing the NAVD 88
 JZ2358.geopotential number by the normal gravity value computed on the
 JZ2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2358.degrees latitude (g = 980.6199 gals.).
 JZ2358
 JZ2358.The modeled gravity was interpolated from observed gravity values.
 JZ2358
 JZ2358;                    North         East    Units  Estimated Accuracy
 JZ2358;SPC IN E     -   513,250.       74,120.      MT  (+/- 180 meters Scaled)
 JZ2358
 JZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK881139(NAD 83)
 JZ2358
 JZ2358                          SUPERSEDED SURVEY CONTROL
 JZ2358
 JZ2358  NGVD 29 (??/??/92)  252.822  (m)          829.47   (f) ADJ UNCH    1 2
 JZ2358
 JZ2358.Superseded values are not recommended for survey control.
 JZ2358
 JZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2358.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2358
 JZ2358_MARKER: DB = BENCH MARK DISK
 JZ2358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2358_SP_SET: BRIDGE HEADWALL
 JZ2358_STAMPING: K 235 1947
 JZ2358_MARK LOGO: CGS
 JZ2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2358
 JZ2358  HISTORY     - Date     Condition        Report By
 JZ2358  HISTORY     - 1947     MONUMENTED       CGS
 JZ2358  HISTORY     - 19880730 GOOD             LOCENG
 JZ2358
 JZ2358                          STATION DESCRIPTION
 JZ2358
 JZ2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2358'0.8 MI SW FROM OAKLANDON.
 JZ2358'ABOUT 0.85 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2358'FROM THE OAKLANDON STATE BANK AT OAKLANDON, AT CONCRETE RAILROAD
 JZ2358'BRIDGE NO. 477 OVER INDIAN CREEK, 46 FEET SOUTHEAST AND ACROSS
 JZ2358'THE TRACKS FROM MILE POST 271, 15.0 FEET SOUTHEAST OF THE
 JZ2358'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 JZ2358'SOUTHEAST HEAD WALL OF THE BRIDGE AND ABOUT 6 FEET BELOW THE
 JZ2358'TRACKS.
 JZ2358
 JZ2358                          STATION RECOVERY (1988)
 JZ2358
 JZ2358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2358'RECOVERED IN GOOD CONDITION.  ADD-NEW YORK CENTRAL RAILROAD IS NOW
 JZ2358'CONRAIL RAILROAD.  THE OAKLANDON STATE BANK IS NOW A REAL ESTATE
 JZ2358'OFFICE AND THE MARK IS IN THE OAKLANDON AREA OF THE CITY OF LAURENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2325 ***********************************************************************
 JZ2325  DESIGNATION -  K 236
 JZ2325  PID         -  JZ2325
 JZ2325  STATE/COUNTY-  IN/MADISON
 JZ2325  COUNTRY     -  US
 JZ2325  USGS QUAD   -  INGALLS (2019)
 JZ2325
 JZ2325                         *CURRENT SURVEY CONTROL
 JZ2325  ______________________________________________________________________
 JZ2325* NAD 83(1986) POSITION- 39 56 51.0    (N) 085 50 36.8    (W)   HD_HELD2
 JZ2325* NAVD 88 ORTHO HEIGHT -   259.985 (meters)      852.97  (feet) ADJUSTED
 JZ2325  ______________________________________________________________________
 JZ2325  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2325  DYNAMIC HEIGHT  -        259.840 (meters)      852.49  (feet) COMP
 JZ2325  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 JZ2325
 JZ2325  VERT ORDER      -  SECOND    CLASS 0
 JZ2325
 JZ2325.The horizontal coordinates were established by autonomous hand held GPS
 JZ2325.observations and have an estimated accuracy of +/- 10 meters.
 JZ2325
 JZ2325.The orthometric height was determined by differential leveling and
 JZ2325.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2325.in June 1991.
 JZ2325
 JZ2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2325.GEOID18 height accuracy estimate available here.
 JZ2325
 JZ2325.Click photographs - Photos may exist for this station.
 JZ2325
 JZ2325.The dynamic height is computed by dividing the NAVD 88
 JZ2325.geopotential number by the normal gravity value computed on the
 JZ2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2325.degrees latitude (g = 980.6199 gals.).
 JZ2325
 JZ2325.The modeled gravity was interpolated from observed gravity values.
 JZ2325
 JZ2325;                    North         East    Units  Estimated Accuracy
 JZ2325;SPC IN E     -   521,704.       84,884.      MT  (+/- 10 meters HH2 GPS)
 JZ2325
 JZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9879022570(NAD 83)
 JZ2325
 JZ2325                          SUPERSEDED SURVEY CONTROL
 JZ2325
 JZ2325  NGVD 29 (??/??/92)  260.116  (m)          853.40   (f) ADJ UNCH    2 0
 JZ2325
 JZ2325.Superseded values are not recommended for survey control.
 JZ2325
 JZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2325.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2325
 JZ2325_MARKER: DB = BENCH MARK DISK
 JZ2325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2325_SP_SET: CULVERT HEADWALL
 JZ2325_STAMPING: K 236 1947
 JZ2325_MARK LOGO: CGS
 JZ2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2325+STABILITY: SURFACE MOTION
 JZ2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2325+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 JZ2325
 JZ2325  HISTORY     - Date     Condition        Report By
 JZ2325  HISTORY     - 1947     MONUMENTED       CGS
 JZ2325  HISTORY     - 20090901 GOOD             PICI
 JZ2325
 JZ2325                          STATION DESCRIPTION
 JZ2325
 JZ2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2325'1.2 MI NE FROM FORTVILLE.
 JZ2325'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM ITS
 JZ2325'JUNCTION WITH STATE HIGHWAY 238 AT FORTVILLE, ABOUT 0.6 MILE
 JZ2325'SOUTH OF THE BRIDGE OVER LICK CREEK, 0.25 MILE NORTH OF THE
 JZ2325'MADISON-HANCOCK COUNTY LINE, SET IN THE TOP OF THE NORTH END
 JZ2325'OF THE WEST CONCRETE HEAD WALL OF A 6-FOOT METAL PIPE CULVERT,
 JZ2325'16 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE
 JZ2325'HIGHWAY.
 JZ2325
 JZ2325                          STATION RECOVERY (2009)
 JZ2325
 JZ2325'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2477 ***********************************************************************
 JZ2477  DESIGNATION -  K 238
 JZ2477  PID         -  JZ2477
 JZ2477  STATE/COUNTY-  IN/MARION
 JZ2477  COUNTRY     -  US
 JZ2477  USGS QUAD   -  ACTON (2019)
 JZ2477
 JZ2477                         *CURRENT SURVEY CONTROL
 JZ2477  ______________________________________________________________________
 JZ2477* NAD 83(2011) POSITION- 39 41 49.33418(N) 085 57 06.47022(W)   NO CHECK
 JZ2477* NAD 83(2011) ELLIP HT-   213.706 (meters)        (08/13/13)   NO CHECK
 JZ2477* NAD 83(2011) EPOCH   -  2010.00
 JZ2477* NAVD 88 ORTHO HEIGHT -   247.446 (meters)      811.83  (feet) ADJUSTED
 JZ2477  ______________________________________________________________________
 JZ2477  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 JZ2477  NAD 83(2011) X  -    346,937.337 (meters)                     COMP
 JZ2477  NAD 83(2011) Y  - -4,902,164.761 (meters)                     COMP
 JZ2477  NAD 83(2011) Z  -  4,052,296.461 (meters)                     COMP
 JZ2477  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 JZ2477  DYNAMIC HEIGHT  -        247.304 (meters)      811.36  (feet) COMP
 JZ2477  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 JZ2477
 JZ2477  VERT ORDER      -  SECOND    CLASS 0
 JZ2477
 JZ2477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2477  Standards:
 JZ2477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2477  -------------------------------------------------------------------
 JZ2477  NETWORK    0.58   3.16           0.23   0.24   1.61      0.05290890
 JZ2477  -------------------------------------------------------------------
 JZ2477  Click here for local accuracies and other accuracy information.
 JZ2477
 JZ2477.The horizontal coordinates were established by GPS observations
 JZ2477.and adjusted by the WOOLPERT CONSULTANTS in August 2013.
 JZ2477
 JZ2477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2477.been affixed to the stable North American tectonic plate. See 
 JZ2477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2477
 JZ2477.The horizontal coordinates are valid at the epoch date displayed above
 JZ2477.which is a decimal equivalence of Year/Month/Day.
 JZ2477
 JZ2477.No horizontal observational check was made to the station.
 JZ2477
 JZ2477.The orthometric height was determined by differential leveling and
 JZ2477.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2477.in June 1991.
 JZ2477
 JZ2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2477.GEOID18 height accuracy estimate available here.
 JZ2477
 JZ2477.Click photographs - Photos may exist for this station.
 JZ2477
 JZ2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2477
 JZ2477.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2477
 JZ2477.The ellipsoidal height was determined by GPS observations
 JZ2477.and is referenced to NAD 83.
 JZ2477
 JZ2477.The dynamic height is computed by dividing the NAVD 88
 JZ2477.geopotential number by the normal gravity value computed on the
 JZ2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2477.degrees latitude (g = 980.6199 gals.).
 JZ2477
 JZ2477.The modeled gravity was interpolated from observed gravity values.
 JZ2477
 JZ2477. The following values were computed from the NAD 83(2011) position.
 JZ2477
 JZ2477;                    North         East     Units Scale Factor Converg.
 JZ2477;SPC IN E     -   493,919.151    75,545.130   MT  0.99997403   -0 10 55.6
 JZ2477;SPC IN E     - 1,620,466.41    247,850.98   sFT  0.99997403   -0 10 55.6
 JZ2477;UTM  16      - 4,394,657.306   589,869.370   MT  0.99969943   +0 40 10.4
 JZ2477
 JZ2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2477!SPC IN E     -   0.99996647  x   0.99997403  =   0.99994051
 JZ2477!UTM  16      -   0.99996647  x   0.99969943  =   0.99966591
 JZ2477
 JZ2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8986994657(NAD 83)
 JZ2477
 JZ2477                          SUPERSEDED SURVEY CONTROL
 JZ2477
 JZ2477  NGVD 29 (??/??/92)  247.557  (m)          812.19   (f) ADJ UNCH    2 0
 JZ2477
 JZ2477.Superseded values are not recommended for survey control.
 JZ2477
 JZ2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2477.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2477
 JZ2477_MARKER: DB = BENCH MARK DISK
 JZ2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2477_STAMPING: K 238 1947
 JZ2477_MARK LOGO: CGS
 JZ2477_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2477+STABILITY: SURFACE MOTION
 JZ2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2477+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 JZ2477
 JZ2477  HISTORY     - Date     Condition        Report By
 JZ2477  HISTORY     - 1947     MONUMENTED       CGS
 JZ2477  HISTORY     - 1976     GOOD             LOCSUR
 JZ2477  HISTORY     - 20100625 GOOD             EMHT
 JZ2477
 JZ2477                          STATION DESCRIPTION
 JZ2477
 JZ2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2477'3.7 MI NE FROM ACTON.
 JZ2477'ABOUT 3.7 MILES NORTHEAST AND NORTH ALONG A ROAD FOLLOWING THE
 JZ2477'COUNTY LINE NORTH TO CUMBERLAND FROM THE POST OFFICE AT ACTON,
 JZ2477'AT THE NORTHWEST CORNER OF SHELBY COUNTY AND AT THE SOUTHWEST
 JZ2477'CORNER OF HANCOCK COUNTY, IN THE SOUTHWEST QUARTER OF AN OFFSET
 JZ2477'CROSS ROADS, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2477'ROAD, 21 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2477'20 FEET SOUTH OF A FENCE CORNER, 54 FEET NORTH OF A POWER POLE,
 JZ2477'1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 JZ2477'WITNESS POST, 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A
 JZ2477'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2477
 JZ2477                          STATION RECOVERY (1976)
 JZ2477
 JZ2477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2477'RECOVERED IN GOOD CONDITION.
 JZ2477
 JZ2477                          STATION RECOVERY (2010)
 JZ2477
 JZ2477'RECOVERY NOTE BY EVAN MECHWART HAMBLETON AND TILTON 2010 (DB)
 JZ2477'THE STATION IS LOCATED IN ACTON, IN, ABOUT 4.80 KM (2.98 MI)
 JZ2477'NORTH-NORTHEAST OF ACTON, IN, 5.00 KM (3.11 MI) EAST-SOUTHEAST OF
 JZ2477'WANAMAKER, IN AND 8.80 KM (5.47 MI) SOUTH OF CUMBERLAND, IN.
 JZ2477'
 JZ2477'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 30 AND US
 JZ2477'52.  CONTINUE SOUTHEASTERLY ON US 52 FOR 7.25 KM (4.51 MI) TO THE
 JZ2477'INTERSECTION WITH COUNTY ROAD SOUTH 800 WEST.  TURN RIGHT AND CONTINUE
 JZ2477'SOUTH ON COUNTY ROAD SOUTH 800 WEST FOR 4.10 KM (2.55 MI) TO THE
 JZ2477'INTERSECTION WITH COUNTY ROAD WEST 1200 NORTH.  TURN RIGHT AND
 JZ2477'CONTINUE 20 M (65.6 FT) TO THE INTERSECTION WITH SOUTH COUNTY LINE
 JZ2477'ROAD.  TURN LEFT, TO THE STATION ON THE RIGHT.
 JZ2477'
 JZ2477'THE STATION IS SET IN THE TOP OF AN 20 CM (8 INCH) BY 20 CM (8 INCHES)
 JZ2477'CONCRETE MONUMENT PROJECTING 15 CM (6 INCHES) ABOVE GROUND.  THE
 JZ2477'STATION IS LOCATED 15.6 M (51.2 FT) SOUTH OF POWER POLE NUMBER
 JZ2477'11IPL711F, 17.2 M (56.4 FT) SOUTH-SOUTHWEST OF POWER POLE NUMBER 7116B
 JZ2477'AND 4.9 M (16.1 FT) WEST OF THE CENTERLINE OF SOUTH COUNTY LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2579 ***********************************************************************
 JZ2579  DESIGNATION -  K 239
 JZ2579  PID         -  JZ2579
 JZ2579  STATE/COUNTY-  IN/SHELBY
 JZ2579  COUNTRY     -  US
 JZ2579  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2579
 JZ2579                         *CURRENT SURVEY CONTROL
 JZ2579  ______________________________________________________________________
 JZ2579* NAD 83(1986) POSITION- 39 41 44.42   (N) 085 47 00.65   (W)   HD_HELD1
 JZ2579* NAVD 88 ORTHO HEIGHT -   260.277 (meters)      853.93  (feet) ADJUSTED
 JZ2579  ______________________________________________________________________
 JZ2579  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JZ2579  DYNAMIC HEIGHT  -        260.127 (meters)      853.43  (feet) COMP
 JZ2579  MODELED GRAVITY -    980,042.0   (mgal)                       NAVD 88
 JZ2579
 JZ2579  VERT ORDER      -  SECOND    CLASS 0
 JZ2579
 JZ2579.The horizontal coordinates were determined by differentially corrected
 JZ2579.hand held GPS observations or other comparable positioning techniques
 JZ2579.and have an estimated accuracy of +/- 3 meters.
 JZ2579
 JZ2579.The orthometric height was determined by differential leveling and
 JZ2579.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2579.in June 1991.
 JZ2579
 JZ2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2579.GEOID18 height accuracy estimate available here.
 JZ2579
 JZ2579.Click photographs - Photos may exist for this station.
 JZ2579
 JZ2579.The dynamic height is computed by dividing the NAVD 88
 JZ2579.geopotential number by the normal gravity value computed on the
 JZ2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2579.degrees latitude (g = 980.6199 gals.).
 JZ2579
 JZ2579.The modeled gravity was interpolated from observed gravity values.
 JZ2579
 JZ2579;                    North         East    Units  Estimated Accuracy
 JZ2579;SPC IN E     -   493,735.3      89,978.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2579
 JZ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0429994687(NAD 83)
 JZ2579
 JZ2579                          SUPERSEDED SURVEY CONTROL
 JZ2579
 JZ2579  NGVD 29 (??/??/92)  260.395  (m)          854.31   (f) ADJ UNCH    2 0
 JZ2579
 JZ2579.Superseded values are not recommended for survey control.
 JZ2579
 JZ2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2579.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2579
 JZ2579_MARKER: DB = BENCH MARK DISK
 JZ2579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2579_SP_SET: BUILDING
 JZ2579_STAMPING: K 239 1947
 JZ2579_MARK LOGO: CGS
 JZ2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2579
 JZ2579  HISTORY     - Date     Condition        Report By
 JZ2579  HISTORY     - 1947     MONUMENTED       CGS
 JZ2579
 JZ2579                          STATION DESCRIPTION
 JZ2579
 JZ2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2579'AT FOUNTAINTOWN.
 JZ2579'AT FOUNTAINTOWN, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF A
 JZ2579'NORTH-SOUTH ROAD AND U.S. HIGHWAY 52, SET VERTICALLY IN THE SOUTH
 JZ2579'FACE OF THE DISTRICT 1 PUBLIC SCHOOL BUILDING, 1.4 FEET WEST
 JZ2579'OF THE SOUTHEAST CORNER OF THE SOUTHEAST ENTRANCE, 2.2 FEET
 JZ2579'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0674 ***********************************************************************
 ME0674  DESIGNATION -  K 24
 ME0674  PID         -  ME0674
 ME0674  STATE/COUNTY-  IN/STARKE
 ME0674  COUNTRY     -  US
 ME0674  USGS QUAD   -  NORTH JUDSON (2019)
 ME0674
 ME0674                         *CURRENT SURVEY CONTROL
 ME0674  ______________________________________________________________________
 ME0674* NAD 83(1986) POSITION- 41 12 30.     (N) 086 50 01.     (W)   SCALED
 ME0674* NAVD 88 ORTHO HEIGHT -   215.542 (meters)      707.16  (feet) ADJUSTED
 ME0674  ______________________________________________________________________
 ME0674  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0674  DYNAMIC HEIGHT  -        215.450 (meters)      706.86  (feet) COMP
 ME0674  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 ME0674
 ME0674  VERT ORDER      -  SECOND    CLASS 0
 ME0674
 ME0674.The horizontal coordinates were scaled from a map and have
 ME0674.an estimated accuracy of +/- 6 seconds.
 ME0674
 ME0674.The orthometric height was determined by differential leveling and
 ME0674.adjusted by the NATIONAL GEODETIC SURVEY
 ME0674.in June 1991.
 ME0674
 ME0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0674.GEOID18 height accuracy estimate available here.
 ME0674
 ME0674.Click photographs - Photos may exist for this station.
 ME0674
 ME0674.The dynamic height is computed by dividing the NAVD 88
 ME0674.geopotential number by the normal gravity value computed on the
 ME0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0674.degrees latitude (g = 980.6199 gals.).
 ME0674
 ME0674.The modeled gravity was interpolated from observed gravity values.
 ME0674
 ME0674;                    North         East    Units  Estimated Accuracy
 ME0674;SPC IN W     -   661,720.      920,940.      MT  (+/- 180 meters Scaled)
 ME0674
 ME0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL139618(NAD 83)
 ME0674
 ME0674                          SUPERSEDED SURVEY CONTROL
 ME0674
 ME0674  NGVD 29 (??/??/92)  215.636  (m)          707.47   (f) ADJ UNCH    2 0
 ME0674
 ME0674.Superseded values are not recommended for survey control.
 ME0674
 ME0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0674.See file dsdata.pdf to determine how the superseded data were derived.
 ME0674
 ME0674_MARKER: DB = BENCH MARK DISK
 ME0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0674_STAMPING: K 24 1934
 ME0674_MARK LOGO: CGS
 ME0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0674+STABILITY: SURFACE MOTION
 ME0674
 ME0674  HISTORY     - Date     Condition        Report By
 ME0674  HISTORY     - 1934     MONUMENTED       CGS
 ME0674
 ME0674                          STATION DESCRIPTION
 ME0674
 ME0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0674'3 MI E FROM SAN PIERRE.
 ME0674'3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ME0674'AT SAN PIERRE, STARKE COUNTY, 80 YARDS NORTHWEST OF THE HOME OF
 ME0674'JAMES PILER (IN 1934), 23 YARDS NORTHWEST OF SECTION POST 2420,
 ME0674'IN THE NORTHWEST ANGLE OF A GRAVEL-ROAD CROSSING, 54 FEET WEST OF
 ME0674'THE CENTERLINE OF THE DIRT ROAD, 36 FEET NORTH OF THE NORTH
 ME0674'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 ME0674'K 24 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 ME0674'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2438 ***********************************************************************
 JZ2438  DESIGNATION -  K 240
 JZ2438  PID         -  JZ2438
 JZ2438  STATE/COUNTY-  IN/MADISON
 JZ2438  COUNTRY     -  US
 JZ2438  USGS QUAD   -  PENDLETON (2019)
 JZ2438
 JZ2438                         *CURRENT SURVEY CONTROL
 JZ2438  ______________________________________________________________________
 JZ2438* NAD 83(1986) POSITION- 39 58 58.     (N) 085 38 13.     (W)   SCALED
 JZ2438* NAVD 88 ORTHO HEIGHT -   283.677 (meters)      930.70  (feet) ADJUSTED
 JZ2438  ______________________________________________________________________
 JZ2438  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ2438  DYNAMIC HEIGHT  -        283.520 (meters)      930.18  (feet) COMP
 JZ2438  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 JZ2438
 JZ2438  VERT ORDER      -  SECOND    CLASS 0
 JZ2438
 JZ2438.The horizontal coordinates were scaled from a map and have
 JZ2438.an estimated accuracy of +/- 6 seconds.
 JZ2438
 JZ2438.The orthometric height was determined by differential leveling and
 JZ2438.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2438.in June 1991.
 JZ2438
 JZ2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2438.GEOID18 height accuracy estimate available here.
 JZ2438
 JZ2438.Click photographs - Photos may exist for this station.
 JZ2438
 JZ2438.The dynamic height is computed by dividing the NAVD 88
 JZ2438.geopotential number by the normal gravity value computed on the
 JZ2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2438.degrees latitude (g = 980.6199 gals.).
 JZ2438
 JZ2438.The modeled gravity was interpolated from observed gravity values.
 JZ2438
 JZ2438;                    North         East    Units  Estimated Accuracy
 JZ2438;SPC IN E     -   525,610.      102,540.      MT  (+/- 180 meters Scaled)
 JZ2438
 JZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK163267(NAD 83)
 JZ2438
 JZ2438                          SUPERSEDED SURVEY CONTROL
 JZ2438
 JZ2438  NGVD 29 (??/??/92)  283.81   (m)          931.1    (f) COMPUTED    2 0
 JZ2438
 JZ2438.Superseded values are not recommended for survey control.
 JZ2438
 JZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2438.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2438
 JZ2438_MARKER: DB = BENCH MARK DISK
 JZ2438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2438_SP_SET: CULVERT HEADWALL
 JZ2438_STAMPING: K 240 1947
 JZ2438_MARK LOGO: CGS
 JZ2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2438+STABILITY: SURFACE MOTION
 JZ2438
 JZ2438  HISTORY     - Date     Condition        Report By
 JZ2438  HISTORY     - 1947     MONUMENTED       CGS
 JZ2438  HISTORY     - 20020909 MARK NOT FOUND   USPSQD
 JZ2438
 JZ2438                          STATION DESCRIPTION
 JZ2438
 JZ2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2438'1.2 MI NW FROM MARKLEVILLE.
 JZ2438'ABOUT 1.25 MILE NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CROSS
 JZ2438'ROADS AT MARKLEVILLE, IN THE TOP OF THE EAST WINGWALL OF A 20-FOOT
 JZ2438'CONCRETE BOX CULVERT OVER A DITCH, ABOUT 0.15 MILE NORTHWEST
 JZ2438'OF THE JUNCTION WITH STATE HIGHWAY 109, 18 FEET NORTHEAST OF THE
 JZ2438'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ2438
 JZ2438                          STATION RECOVERY (2002)
 JZ2438
 JZ2438'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2438'THE BRIDGE WAS REPLACED AND A NEW INDIANA TRANSPORTATION MARKER MAD
 JZ2438'G22R WAS FOUND ON THE WEST END OF NORTH WING WALL OF BRIDGE,
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2439 ***********************************************************************
 JZ2439  DESIGNATION -  K 240 RESET
 JZ2439  PID         -  JZ2439
 JZ2439  STATE/COUNTY-  IN/MADISON
 JZ2439  COUNTRY     -  US
 JZ2439  USGS QUAD   -  PENDLETON (2019)
 JZ2439
 JZ2439                         *CURRENT SURVEY CONTROL
 JZ2439  ______________________________________________________________________
 JZ2439* NAD 83(1986) POSITION- 39 58 58.     (N) 085 38 13.     (W)   SCALED
 JZ2439* NAVD 88 ORTHO HEIGHT -   284.41  (meters)      933.1   (feet) RESET
 JZ2439  ______________________________________________________________________
 JZ2439  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ2439  VERT ORDER      -  THIRD
 JZ2439
 JZ2439.The horizontal coordinates were scaled from a map and have
 JZ2439.an estimated accuracy of +/- 6 seconds.
 JZ2439
 JZ2439.The orthometric height was computed from unverified reset data.
 JZ2439
 JZ2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2439.GEOID18 height accuracy estimate available here.
 JZ2439
 JZ2439.Click photographs - Photos may exist for this station.
 JZ2439
 JZ2439;                    North         East    Units  Estimated Accuracy
 JZ2439;SPC IN E     -   525,610.      102,540.      MT  (+/- 180 meters Scaled)
 JZ2439
 JZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK163267(NAD 83)
 JZ2439
 JZ2439                          SUPERSEDED SURVEY CONTROL
 JZ2439
 JZ2439  NGVD 29 (??/??/??)  284.55   (m)          933.6    (f) RESET       3  
 JZ2439
 JZ2439.Superseded values are not recommended for survey control.
 JZ2439
 JZ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2439.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2439
 JZ2439_MARKER: DB = BENCH MARK DISK
 JZ2439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2439_SP_SET: BRIDGE
 JZ2439_STAMPING: K 240 RESET 1953
 JZ2439_MARK LOGO: CGS
 JZ2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2439
 JZ2439  HISTORY     - Date     Condition        Report By
 JZ2439  HISTORY     - 1953     MONUMENTED       INHD
 JZ2439  HISTORY     - 1954     GOOD             CGS
 JZ2439  HISTORY     - 20020909 MARK NOT FOUND   USPSQD
 JZ2439
 JZ2439                          STATION DESCRIPTION
 JZ2439
 JZ2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JZ2439'1.2 MI NW FROM MARKLEVILLE.
 JZ2439'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CROSSROADS
 JZ2439'AT MARKLEVILLE, MADISON COUNTY, 0.15 MILE NORTHWEST OF THE
 JZ2439'JUNCTION OF STATE HIGHWAY 109, AT A 72-FOOT REINFORCED-CONCRETE
 JZ2439'SLAB BRIDGE OVER CROMWELL DITCH, IN THE EAST END OF THE NORTH
 JZ2439'CURB, AND 14.5 FEET NORTH OF THE CENTERLINE OF THE ROADWAY.
 JZ2439
 JZ2439                          STATION RECOVERY (2002)
 JZ2439
 JZ2439'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2439'THE BRIDGE WAS REPLACED AND A NEW INDIANA TRANSPORTATION MARKER MAD
 JZ2439'G22R WAS FOUND ON THE WEST END OF NORTH WING WALL OF BRIDGE,
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2501 ***********************************************************************
 JZ2501  DESIGNATION -  K 241
 JZ2501  PID         -  JZ2501
 JZ2501  STATE/COUNTY-  IN/HANCOCK
 JZ2501  COUNTRY     -  US
 JZ2501  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2501
 JZ2501                         *CURRENT SURVEY CONTROL
 JZ2501  ______________________________________________________________________
 JZ2501* NAD 83(1986) POSITION- 39 43 39.     (N) 085 50 19.     (W)   SCALED
 JZ2501* NAVD 88 ORTHO HEIGHT -   256.121 (meters)      840.29  (feet) ADJUSTED
 JZ2501  ______________________________________________________________________
 JZ2501  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 JZ2501  DYNAMIC HEIGHT  -        255.973 (meters)      839.80  (feet) COMP
 JZ2501  MODELED GRAVITY -    980,043.4   (mgal)                       NAVD 88
 JZ2501
 JZ2501  VERT ORDER      -  SECOND    CLASS 0
 JZ2501
 JZ2501.The horizontal coordinates were scaled from a map and have
 JZ2501.an estimated accuracy of +/- 6 seconds.
 JZ2501
 JZ2501.The orthometric height was determined by differential leveling and
 JZ2501.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2501.in June 1991.
 JZ2501
 JZ2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2501.GEOID18 height accuracy estimate available here.
 JZ2501
 JZ2501.Click photographs - Photos may exist for this station.
 JZ2501
 JZ2501.The dynamic height is computed by dividing the NAVD 88
 JZ2501.geopotential number by the normal gravity value computed on the
 JZ2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2501.degrees latitude (g = 980.6199 gals.).
 JZ2501
 JZ2501.The modeled gravity was interpolated from observed gravity values.
 JZ2501
 JZ2501;                    North         East    Units  Estimated Accuracy
 JZ2501;SPC IN E     -   497,280.       85,260.      MT  (+/- 180 meters Scaled)
 JZ2501
 JZ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ995981(NAD 83)
 JZ2501
 JZ2501                          SUPERSEDED SURVEY CONTROL
 JZ2501
 JZ2501  NGVD 29 (??/??/92)  256.236  (m)          840.67   (f) ADJ UNCH    2 0
 JZ2501
 JZ2501.Superseded values are not recommended for survey control.
 JZ2501
 JZ2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2501.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2501
 JZ2501_MARKER: DB = BENCH MARK DISK
 JZ2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2501_STAMPING: K 241 1947
 JZ2501_MARK LOGO: CGS
 JZ2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2501+STABILITY: SURFACE MOTION
 JZ2501
 JZ2501  HISTORY     - Date     Condition        Report By
 JZ2501  HISTORY     - 1947     MONUMENTED       CGS
 JZ2501  HISTORY     - 1973     GOOD             NGS
 JZ2501  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2501
 JZ2501                          STATION DESCRIPTION
 JZ2501
 JZ2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2501'2.4 MI NW FROM CARROLLTON.
 JZ2501'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2501'METHODIST CHURCH AT CARROLLTON, THENCE 1.35 MILE NORTH ALONG
 JZ2501'A GRAVEL ROAD, IN THE NORTHEAST QUARTER OF A GRAVEL CROSS ROAD,
 JZ2501'16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 24 FEET
 JZ2501'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET EAST OF A
 JZ2501'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT BELOW ROAD
 JZ2501'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ2501'INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM PHILADELPHIA BY
 JZ2501'GOING SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH U.S.
 JZ2501'HIGHWAY 40 AT THE EAST EDGE OF THE VILLAGE FOR ABOUT 3.8 MILES.
 JZ2501
 JZ2501                          STATION RECOVERY (1973)
 JZ2501
 JZ2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2501'RECOVERED IN GOOD CONDITION.
 JZ2501
 JZ2501                          STATION RECOVERY (2009)
 JZ2501
 JZ2501'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2501'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2540 ***********************************************************************
 JZ2540  DESIGNATION -  K 242
 JZ2540  PID         -  JZ2540
 JZ2540  STATE/COUNTY-  IN/HANCOCK
 JZ2540  COUNTRY     -  US
 JZ2540  USGS QUAD   -  CLEVELAND (2019)
 JZ2540
 JZ2540                         *CURRENT SURVEY CONTROL
 JZ2540  ______________________________________________________________________
 JZ2540* NAD 83(1986) POSITION- 39 46 20.     (N) 085 41 18.     (W)   SCALED
 JZ2540* NAVD 88 ORTHO HEIGHT -   279.077 (meters)      915.61  (feet) ADJUSTED
 JZ2540  ______________________________________________________________________
 JZ2540  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ2540  DYNAMIC HEIGHT  -        278.917 (meters)      915.08  (feet) COMP
 JZ2540  MODELED GRAVITY -    980,044.5   (mgal)                       NAVD 88
 JZ2540
 JZ2540  VERT ORDER      -  SECOND    CLASS 0
 JZ2540
 JZ2540.The horizontal coordinates were scaled from a map and have
 JZ2540.an estimated accuracy of +/- 6 seconds.
 JZ2540
 JZ2540.The orthometric height was determined by differential leveling and
 JZ2540.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2540.in June 1991.
 JZ2540
 JZ2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2540.GEOID18 height accuracy estimate available here.
 JZ2540
 JZ2540.Click photographs - Photos may exist for this station.
 JZ2540
 JZ2540.The dynamic height is computed by dividing the NAVD 88
 JZ2540.geopotential number by the normal gravity value computed on the
 JZ2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2540.degrees latitude (g = 980.6199 gals.).
 JZ2540
 JZ2540.The modeled gravity was interpolated from observed gravity values.
 JZ2540
 JZ2540;                    North         East    Units  Estimated Accuracy
 JZ2540;SPC IN E     -   502,230.       98,140.      MT  (+/- 180 meters Scaled)
 JZ2540
 JZ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK123032(NAD 83)
 JZ2540
 JZ2540                          SUPERSEDED SURVEY CONTROL
 JZ2540
 JZ2540  NGVD 29 (??/??/92)  279.199  (m)          916.01   (f) ADJ UNCH    2 0
 JZ2540
 JZ2540.Superseded values are not recommended for survey control.
 JZ2540
 JZ2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2540.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2540
 JZ2540_MARKER: DB = BENCH MARK DISK
 JZ2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2540_STAMPING: K 242 1947
 JZ2540_MARK LOGO: CGS
 JZ2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2540+STABILITY: SURFACE MOTION
 JZ2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2540+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2540
 JZ2540  HISTORY     - Date     Condition        Report By
 JZ2540  HISTORY     - 1947     MONUMENTED       CGS
 JZ2540  HISTORY     - 20090203 GOOD             IN-059
 JZ2540
 JZ2540                          STATION DESCRIPTION
 JZ2540
 JZ2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2540'1.6 MI N FROM WESTLAND.
 JZ2540'ABOUT 1.55 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2540'AND STORE AT WESTLAND, ABOUT 1.15 MILE SOUTH OF THE INTERSECTION
 JZ2540'OF U.S. HIGHWAY 40, AT AN EAST-WEST BLACK TOP ROAD CROSSING, 100
 JZ2540'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 35 FEET EAST
 JZ2540'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25.5 FEET NORTH OF
 JZ2540'A FENCE CORNER, 23 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH
 JZ2540'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND
 JZ2540'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2540'NOTE-- MARK MAY BE REACHED FROM THE COURT HOUSE AT GREENFIELD,
 JZ2540'HANCOCK COUNTY BY GOING ABOUT 4.15 MILES EAST ALONG U.S. HIGHWAY
 JZ2540'40, THENCE ABOUT 1.15 MILE SOUTH ALONG A BLACK TOP ROAD LEADING
 JZ2540'TO WESTLAND.
 JZ2540
 JZ2540                          STATION RECOVERY (2009)
 JZ2540
 JZ2540'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2508 ***********************************************************************
 JZ2508  DESIGNATION -  K 243 RESET
 JZ2508  PID         -  JZ2508
 JZ2508  STATE/COUNTY-  IN/HANCOCK
 JZ2508  COUNTRY     -  US
 JZ2508  USGS QUAD   -  CUMBERLAND (2019)
 JZ2508
 JZ2508                         *CURRENT SURVEY CONTROL
 JZ2508  ______________________________________________________________________
 JZ2508* NAD 83(1986) POSITION- 39 46 43.6    (N) 085 54 52.5    (W)   HD_HELD2
 JZ2508* NAVD 88 ORTHO HEIGHT -   259.57  (meters)      851.6   (feet) RESET
 JZ2508  ______________________________________________________________________
 JZ2508  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 JZ2508  VERT ORDER      -  THIRD
 JZ2508
 JZ2508.The horizontal coordinates were established by autonomous hand held GPS
 JZ2508.observations and have an estimated accuracy of +/- 10 meters.
 JZ2508
 JZ2508.The orthometric height was computed from unverified reset data.
 JZ2508
 JZ2508.No vertical observational check was made to the station.
 JZ2508
 JZ2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2508.GEOID18 height accuracy estimate available here.
 JZ2508
 JZ2508.Click photographs - Photos may exist for this station.
 JZ2508
 JZ2508;                    North         East    Units  Estimated Accuracy
 JZ2508;SPC IN E     -   502,985.       78,762.      MT  (+/- 10 meters HH2 GPS)
 JZ2508
 JZ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9295003767(NAD 83)
 JZ2508
 JZ2508                          SUPERSEDED SURVEY CONTROL
 JZ2508
 JZ2508  NGVD 29 (??/??/??)  259.69   (m)          852.0    (f) RESET       3  
 JZ2508
 JZ2508.Superseded values are not recommended for survey control.
 JZ2508
 JZ2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2508.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2508
 JZ2508_MARKER: DB = BENCH MARK DISK
 JZ2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2508_STAMPING: K 243 RESET 1958
 JZ2508_MARK LOGO: CGS
 JZ2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2508+STABILITY: SURFACE MOTION
 JZ2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2508+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JZ2508
 JZ2508  HISTORY     - Date     Condition        Report By
 JZ2508  HISTORY     - 1958     MONUMENTED       INHD
 JZ2508  HISTORY     - 1962     GOOD             CGS
 JZ2508  HISTORY     - 20050729 GOOD             GEOCAC
 JZ2508  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2508
 JZ2508                          STATION DESCRIPTION
 JZ2508
 JZ2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JZ2508'2.2 MI E FROM CUMBERLAND.
 JZ2508'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2508'AT CUMBERLAND, AND SET IN THE TOP OF A CONCRETE POST OF THE
 JZ2508'NORTHWEST ANGLE OF U.S. HIGHWAY 40 AND COUNTY ROAD.
 JZ2508
 JZ2508                          STATION RECOVERY (2005)
 JZ2508
 JZ2508'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ2508'RECOVERED IN GOOD CONDITION.
 JZ2508
 JZ2508                          STATION RECOVERY (2009)
 JZ2508
 JZ2508'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2508'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2588 ***********************************************************************
 JZ2588  DESIGNATION -  K 244
 JZ2588  PID         -  JZ2588
 JZ2588  STATE/COUNTY-  IN/RUSH
 JZ2588  COUNTRY     -  US
 JZ2588  USGS QUAD   -  MORRISTOWN (2019)
 JZ2588
 JZ2588                         *CURRENT SURVEY CONTROL
 JZ2588  ______________________________________________________________________
 JZ2588* NAD 83(1986) POSITION- 39 41 53.     (N) 085 37 55.     (W)   SCALED
 JZ2588* NAVD 88 ORTHO HEIGHT -   282.048 (meters)      925.35  (feet) ADJUSTED
 JZ2588  ______________________________________________________________________
 JZ2588  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 JZ2588  DYNAMIC HEIGHT  -        281.885 (meters)      924.82  (feet) COMP
 JZ2588  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 JZ2588
 JZ2588  VERT ORDER      -  SECOND    CLASS 0
 JZ2588
 JZ2588.The horizontal coordinates were scaled from a map and have
 JZ2588.an estimated accuracy of +/- 6 seconds.
 JZ2588
 JZ2588.The orthometric height was determined by differential leveling and
 JZ2588.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2588.in June 1991.
 JZ2588
 JZ2588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2588.GEOID18 height accuracy estimate available here.
 JZ2588
 JZ2588.Click photographs - Photos may exist for this station.
 JZ2588
 JZ2588.The dynamic height is computed by dividing the NAVD 88
 JZ2588.geopotential number by the normal gravity value computed on the
 JZ2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2588.degrees latitude (g = 980.6199 gals.).
 JZ2588
 JZ2588.The modeled gravity was interpolated from observed gravity values.
 JZ2588
 JZ2588;                    North         East    Units  Estimated Accuracy
 JZ2588;SPC IN E     -   493,990.      102,980.      MT  (+/- 180 meters Scaled)
 JZ2588
 JZ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ172951(NAD 83)
 JZ2588
 JZ2588                          SUPERSEDED SURVEY CONTROL
 JZ2588
 JZ2588  NGVD 29 (??/??/92)  282.171  (m)          925.76   (f) ADJ UNCH    2 0
 JZ2588
 JZ2588.Superseded values are not recommended for survey control.
 JZ2588
 JZ2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2588.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2588
 JZ2588_MARKER: DB = BENCH MARK DISK
 JZ2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2588_STAMPING: K 244 1947
 JZ2588_MARK LOGO: CGS
 JZ2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2588+STABILITY: SURFACE MOTION
 JZ2588
 JZ2588  HISTORY     - Date     Condition        Report By
 JZ2588  HISTORY     - 1947     MONUMENTED       CGS
 JZ2588  HISTORY     - 20100602 MARK NOT FOUND   INDNR
 JZ2588
 JZ2588                          STATION DESCRIPTION
 JZ2588
 JZ2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2588'6.8 MI NW FROM ARLINGTON.
 JZ2588'ABOUT 3.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2588'FROM THE POST OFFICE AT ARLINGTON, THENCE 3.0 MILES WEST ALONG
 JZ2588'A GRAVEL ROAD, AT THE RUSH AND HANCOCK-SHELBY COUNTY LINE, IN
 JZ2588'THE SOUTHEAST QUARTER OF THE OFFSET CROSSROADS, 33 FEET SOUTH
 JZ2588'OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET EAST OF THE
 JZ2588'CENTER LINE OF THE ROAD LEADING SOUTH, 13 FEET SOUTH OF A FENCE
 JZ2588'CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A
 JZ2588'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD LEVEL AND SET
 JZ2588'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2588'NOTE-- THIS MARK MAY BE REACHED FROM MORRISTOWN BY GOING 0.15
 JZ2588'MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL BUILDING,
 JZ2588'THENCE 1.85 MILE NORTH AND NORTHEAST ALONG A WINDING COUNTY
 JZ2588'ROAD, THENCE 3.3 MILES EAST TO THE HANCOCK-SHELBY AND RUSH COUNTY
 JZ2588'LINE AND THE SITE OF THE MARK.
 JZ2588
 JZ2588                          STATION RECOVERY (2010)
 JZ2588
 JZ2588'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2588'THE 1947 MARK WAS NOT FOUND, HOWEVER, USCGS K 244 RESET 1960 WAS FOUND
 JZ2588'IN THE GENERAL VICINITY. THE RESET MARK IS 33 FEET SOUTH OF THE
 JZ2588'CENTERLINE OF RUSH COUNTY ROAD 600 NORTH AND 17 FEET EAST OF THE
 JZ2588'CENTERLINE OF THE SHELBY-RUSH COUNTY LINE ROAD.
 JZ2588'K 244 RESET 1960 WAS TIED IN BY THE OLD INDIANA FLOOD CONTROL AND
 JZ2588'WATER RESOURCES COMMISSION (NOW DNR DIV. OF WATER) IN 1960.
 JZ2588'THE ELEVATION OF THE MARK AS DETERMINED BY THAT AGENCY IS
 JZ2588'926.00 FEET NGVD 1929
 JZ2588'925.60 FEET NAVD 1988
 JZ2588'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2594 ***********************************************************************
 JZ2594  HT_MOD      -  This is a Height Modernization Survey Station.
 JZ2594  DESIGNATION -  K 245
 JZ2594  PID         -  JZ2594
 JZ2594  STATE/COUNTY-  IN/SHELBY
 JZ2594  COUNTRY     -  US
 JZ2594  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2594
 JZ2594                         *CURRENT SURVEY CONTROL
 JZ2594  ______________________________________________________________________
 JZ2594* NAD 83(2011) POSITION- 39 35 28.90920(N) 085 51 20.08009(W)   ADJUSTED
 JZ2594* NAD 83(2011) ELLIP HT-   204.915 (meters)        (11/08/18)   ADJUSTED
 JZ2594* NAD 83(2011) EPOCH   -  2010.00
 JZ2594* NAVD 88 ORTHO HEIGHT -   238.66  (meters)      783.0   (feet) GPS OBS
 JZ2594  ______________________________________________________________________
 JZ2594  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JZ2594  GEOID HEIGHT    -        -33.741 (meters)                     GEOID12B
 JZ2594  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 JZ2594  NAD 83(2011) X  -    355,709.802 (meters)                     COMP
 JZ2594  NAD 83(2011) Y  - -4,909,034.821 (meters)                     COMP
 JZ2594  NAD 83(2011) Z  -  4,043,256.121 (meters)                     COMP
 JZ2594  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 JZ2594
 JZ2594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2594  Standards:
 JZ2594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2594  -------------------------------------------------------------------
 JZ2594  NETWORK    0.36   0.78           0.16   0.13   0.40      0.06610182
 JZ2594  -------------------------------------------------------------------
 JZ2594  Click here for local accuracies and other accuracy information.
 JZ2594
 JZ2594.The horizontal coordinates were established by GPS observations
 JZ2594.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ2594
 JZ2594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2594.been affixed to the stable North American tectonic plate. See 
 JZ2594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2594
 JZ2594.The horizontal coordinates are valid at the epoch date displayed above
 JZ2594.which is a decimal equivalence of Year/Month/Day.
 JZ2594
 JZ2594.The orthometric height was determined by GPS observations and a
 JZ2594.high-resolution geoid model using precise GPS observation and
 JZ2594.processing techniques.
 JZ2594
 JZ2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2594.GEOID18 height accuracy estimate available here.
 JZ2594
 JZ2594.Click photographs - Photos may exist for this station.
 JZ2594
 JZ2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2594
 JZ2594.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2594
 JZ2594.The ellipsoidal height was determined by GPS observations
 JZ2594.and is referenced to NAD 83.
 JZ2594
 JZ2594. The following values were computed from the NAD 83(2011) position.
 JZ2594
 JZ2594;                    North         East     Units Scale Factor Converg.
 JZ2594;SPC IN E     -   482,165.016    83,772.937   MT  0.99996991   -0 07 13.4
 JZ2594;SPC IN E     - 1,581,903.06    274,845.04   sFT  0.99996991   -0 07 13.4
 JZ2594;UTM  16      - 4,383,029.688   598,268.584   MT  0.99971889   +0 43 45.9
 JZ2594
 JZ2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2594!SPC IN E     -   0.99996785  x   0.99996991  =   0.99993776
 JZ2594!UTM  16      -   0.99996785  x   0.99971889  =   0.99968675
 JZ2594
 JZ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9826883029(NAD 83)
 JZ2594
 JZ2594                          SUPERSEDED SURVEY CONTROL
 JZ2594
 JZ2594  NAVD 88 (06/15/91)  238.705  (m)          783.15   (f) ADJUSTED    2 0
 JZ2594  NGVD 29 (??/??/92)  238.820  (m)          783.53   (f) ADJ UNCH    2 0
 JZ2594
 JZ2594.Superseded values are not recommended for survey control.
 JZ2594
 JZ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2594.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2594
 JZ2594_MARKER: DB = BENCH MARK DISK
 JZ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2594_STAMPING: K 245 1947
 JZ2594_MARK LOGO: CGS
 JZ2594_PROJECTION: FLUSH
 JZ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2594+STABILITY: SURFACE MOTION
 JZ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2594+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ2594
 JZ2594  HISTORY     - Date     Condition        Report By
 JZ2594  HISTORY     - 1947     MONUMENTED       CGS
 JZ2594  HISTORY     - 20070103 GOOD             INDNR
 JZ2594  HISTORY     - 20170315 GOOD             INDOT
 JZ2594
 JZ2594                          STATION DESCRIPTION
 JZ2594
 JZ2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2594'0.8 MI NE FROM FAIRLAND.
 JZ2594'ABOUT 0.6 MILE EAST AND NORTH ALONG A PAVED ROAD FROM THE POST
 JZ2594'OFFICE AT FAIRLAND, THENCE 0.15 MILE EAST ALONG A GRAVEL ROAD,
 JZ2594'16.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET WEST
 JZ2594'OF THE CENTER LINE OF A FARM ENTRANCE ROAD, 13 FEET WEST OF A
 JZ2594'TWIN-TRUNKED WILD CHERRY TREE, 1 FOOT SOUTH OF THE FENCE LINE,
 JZ2594'34 FEET WEST OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WOODEN
 JZ2594'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2594'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2594
 JZ2594                          STATION RECOVERY (2007)
 JZ2594
 JZ2594'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 JZ2594'RECOVERED IN GOOD CONDITION.
 JZ2594
 JZ2594                          STATION RECOVERY (2017)
 JZ2594
 JZ2594'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 JZ2594'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF ACTON, 6.4
 JZ2594'MI (10.3 KM) NORTHWEST OF SHELBYVILLE, 0.5 MI (0.8 KM) NORTHEAST OF
 JZ2594'FAIRLAND, AND 3.8 MI (6.1 KM) EAST-NORTHEAST OF BOGGSTOWN.
 JZ2594'
 JZ2594'TO REACH FROM THE INTERSECTION OF FRANKLINE STREET AND EAST MAIN
 JZ2594'STREET IN FAIRLAND, TRAVEL EAST 0.1 MI (0.2 KM) ON EAST MAIN STREET TO
 JZ2594'COUNTY ROAD NORTH 400 WEST, FOLLOW COUNTY ROAD NORTH 400 WEST NORTH
 JZ2594'FOR 0.3 MI (0.5 KM) TO COUNTY ROAD WEST 450 NORTH, TURN RIGHT (EAST)
 JZ2594'ONTO COUNTY ROAD 450 NORTH AND TRAVEL 475 FT (144.8 M) TO THE MONUMENT
 JZ2594'ON THE LEFT (NORTH).
 JZ2594'
 JZ2594'THE MONUMENT DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1105 ***********************************************************************
 LA1105  DESIGNATION -  K 246
 LA1105  PID         -  LA1105
 LA1105  STATE/COUNTY-  IN/RANDOLPH
 LA1105  COUNTRY     -  US
 LA1105  USGS QUAD   -  CARLOS (2019)
 LA1105
 LA1105                         *CURRENT SURVEY CONTROL
 LA1105  ______________________________________________________________________
 LA1105* NAD 83(1986) POSITION- 40 05 30.     (N) 085 04 20.     (W)   SCALED
 LA1105* NAVD 88 ORTHO HEIGHT -   351.293 (meters)     1152.53  (feet) ADJUSTED
 LA1105  ______________________________________________________________________
 LA1105  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 LA1105  DYNAMIC HEIGHT  -        351.101 (meters)     1151.90  (feet) COMP
 LA1105  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 LA1105
 LA1105  VERT ORDER      -  SECOND    CLASS 0
 LA1105
 LA1105.The horizontal coordinates were scaled from a map and have
 LA1105.an estimated accuracy of +/- 6 seconds.
 LA1105
 LA1105.The orthometric height was determined by differential leveling and
 LA1105.adjusted by the NATIONAL GEODETIC SURVEY
 LA1105.in June 1991.
 LA1105
 LA1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1105.GEOID18 height accuracy estimate available here.
 LA1105
 LA1105.Click photographs - Photos may exist for this station.
 LA1105
 LA1105.The dynamic height is computed by dividing the NAVD 88
 LA1105.geopotential number by the normal gravity value computed on the
 LA1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1105.degrees latitude (g = 980.6199 gals.).
 LA1105
 LA1105.The modeled gravity was interpolated from observed gravity values.
 LA1105
 LA1105;                    North         East    Units  Estimated Accuracy
 LA1105;SPC IN E     -   537,870.      150,690.      MT  (+/- 180 meters Scaled)
 LA1105
 LA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK643397(NAD 83)
 LA1105
 LA1105                          SUPERSEDED SURVEY CONTROL
 LA1105
 LA1105  NGVD 29 (??/??/92)  351.429  (m)         1152.98   (f) ADJ UNCH    2 0
 LA1105
 LA1105.Superseded values are not recommended for survey control.
 LA1105
 LA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1105.See file dsdata.pdf to determine how the superseded data were derived.
 LA1105
 LA1105_MARKER: DB = BENCH MARK DISK
 LA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1105_STAMPING: K 246 1947
 LA1105_MARK LOGO: CGS
 LA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1105+STABILITY: SURFACE MOTION
 LA1105
 LA1105  HISTORY     - Date     Condition        Report By
 LA1105  HISTORY     - 1947     MONUMENTED       CGS
 LA1105
 LA1105                          STATION DESCRIPTION
 LA1105
 LA1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1105'5.9 MI NE FROM MODOC.
 LA1105'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1105'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 2.9 MILES EAST ALONG
 LA1105'A GRAVEL ROAD, AT A BLACK TOP ROAD CROSSING, 13 FEET NORTH OF
 LA1105'THE CENTER LNE OF THE ROAD, 55 FEET EAST OF THE CENTER LINE
 LA1105'OF THE BLACK TOP ROAD, 35.5 FEET EAST OF A FENCE CORNER AND
 LA1105'POWER POLE, 1 FOOT SOUTH OF THE FENCE LINE, 2.5 FEET WEST OF
 LA1105'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LA1105'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1125 ***********************************************************************
 LA1125  DESIGNATION -  K 247
 LA1125  PID         -  LA1125
 LA1125  STATE/COUNTY-  IN/HENRY
 LA1125  COUNTRY     -  US
 LA1125  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1125
 LA1125                         *CURRENT SURVEY CONTROL
 LA1125  ______________________________________________________________________
 LA1125* NAD 83(1986) POSITION- 40 02 48.     (N) 085 23 09.     (W)   SCALED
 LA1125* NAVD 88 ORTHO HEIGHT -   311.627 (meters)     1022.40  (feet) ADJUSTED
 LA1125  ______________________________________________________________________
 LA1125  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 LA1125  DYNAMIC HEIGHT  -        311.457 (meters)     1021.84  (feet) COMP
 LA1125  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 LA1125
 LA1125  VERT ORDER      -  SECOND    CLASS 0
 LA1125
 LA1125.The horizontal coordinates were scaled from a map and have
 LA1125.an estimated accuracy of +/- 6 seconds.
 LA1125
 LA1125.The orthometric height was determined by differential leveling and
 LA1125.adjusted by the NATIONAL GEODETIC SURVEY
 LA1125.in June 1991.
 LA1125
 LA1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1125.GEOID18 height accuracy estimate available here.
 LA1125
 LA1125.Click photographs - Photos may exist for this station.
 LA1125
 LA1125.The dynamic height is computed by dividing the NAVD 88
 LA1125.geopotential number by the normal gravity value computed on the
 LA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1125.degrees latitude (g = 980.6199 gals.).
 LA1125
 LA1125.The modeled gravity was interpolated from observed gravity values.
 LA1125
 LA1125;                    North         East    Units  Estimated Accuracy
 LA1125;SPC IN E     -   532,740.      123,960.      MT  (+/- 180 meters Scaled)
 LA1125
 LA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376341(NAD 83)
 LA1125
 LA1125                          SUPERSEDED SURVEY CONTROL
 LA1125
 LA1125  NGVD 29 (??/??/92)  311.759  (m)         1022.83   (f) ADJ UNCH    2 0
 LA1125
 LA1125.Superseded values are not recommended for survey control.
 LA1125
 LA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1125.See file dsdata.pdf to determine how the superseded data were derived.
 LA1125
 LA1125_MARKER: DB = BENCH MARK DISK
 LA1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1125_SP_SET: BUILDING
 LA1125_STAMPING: K 247 1947
 LA1125_MARK LOGO: CGS
 LA1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1125
 LA1125  HISTORY     - Date     Condition        Report By
 LA1125  HISTORY     - 1947     MONUMENTED       CGS
 LA1125
 LA1125                          STATION DESCRIPTION
 LA1125
 LA1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1125'AT SPRINGPORT.
 LA1125'AT SPRINGPORT, ABOUT 0.25 MILE EAST OF THE POST OFFICE, ABOUT
 LA1125'115 YARDS WEST OF THE INTERSECTION OF STATE HIGHWAY 3, SET
 LA1125'VERTICALLY IN THE WEST FACE OF THE ENTRANCE ARCH TO THE
 LA1125'SPRINGPORT PUBLIC SCHOOL, 8 FEET SOUTH OF THE CENTER OF THE
 LA1125'ENTRANCE, AND 3.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1686 ***********************************************************************
 JZ1686  DESIGNATION -  K 248
 JZ1686  PID         -  JZ1686
 JZ1686  STATE/COUNTY-  IN/HENRY
 JZ1686  COUNTRY     -  US
 JZ1686  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1686
 JZ1686                         *CURRENT SURVEY CONTROL
 JZ1686  ______________________________________________________________________
 JZ1686* NAD 83(1986) POSITION- 39 56 19.     (N) 085 28 52.     (W)   SCALED
 JZ1686* NAVD 88 ORTHO HEIGHT -   319.240 (meters)     1047.37  (feet) ADJUSTED
 JZ1686  ______________________________________________________________________
 JZ1686  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 JZ1686  DYNAMIC HEIGHT  -        319.062 (meters)     1046.79  (feet) COMP
 JZ1686  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 JZ1686
 JZ1686  VERT ORDER      -  SECOND    CLASS 0
 JZ1686
 JZ1686.The horizontal coordinates were scaled from a map and have
 JZ1686.an estimated accuracy of +/- 6 seconds.
 JZ1686
 JZ1686.The orthometric height was determined by differential leveling and
 JZ1686.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1686.in June 1991.
 JZ1686
 JZ1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1686.GEOID18 height accuracy estimate available here.
 JZ1686
 JZ1686.Click photographs - Photos may exist for this station.
 JZ1686
 JZ1686.The dynamic height is computed by dividing the NAVD 88
 JZ1686.geopotential number by the normal gravity value computed on the
 JZ1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1686.degrees latitude (g = 980.6199 gals.).
 JZ1686
 JZ1686.The modeled gravity was interpolated from observed gravity values.
 JZ1686
 JZ1686;                    North         East    Units  Estimated Accuracy
 JZ1686;SPC IN E     -   520,720.      115,860.      MT  (+/- 180 meters Scaled)
 JZ1686
 JZ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297220(NAD 83)
 JZ1686
 JZ1686                          SUPERSEDED SURVEY CONTROL
 JZ1686
 JZ1686  NGVD 29 (??/??/92)  319.367  (m)         1047.79   (f) ADJ UNCH    2 0
 JZ1686
 JZ1686.Superseded values are not recommended for survey control.
 JZ1686
 JZ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1686.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1686
 JZ1686_MARKER: DB = BENCH MARK DISK
 JZ1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1686_STAMPING: K 248 1947
 JZ1686_MARK LOGO: CGS
 JZ1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1686+STABILITY: SURFACE MOTION
 JZ1686
 JZ1686  HISTORY     - Date     Condition        Report By
 JZ1686  HISTORY     - 1947     MONUMENTED       CGS
 JZ1686
 JZ1686                          STATION DESCRIPTION
 JZ1686
 JZ1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1686'1.2 MI SE FROM CADIZ.
 JZ1686'ABOUT 0.35 MILE SOUTH ALONG A COUNTY ROAD FROM THE MAIN CROSSROADS
 JZ1686'AT CADIZ, THENCE ABOUT 0.85 MILE EAST AND SOUTH ALONG A GRAVEL
 JZ1686'ROAD, ABOUT 0.5 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY
 JZ1686'234, ABOUT 0.5 MILE SOUTH OF A RIGHT ANGLE TURN IN THE ROAD
 JZ1686'WITH TANGENTS SOUTH AND WEST, AT THE CROSSING OF A POWER
 JZ1686'TRANSMISSION LINE, 14.5 FEET WEST OF THE CENTER LINE OF THE
 JZ1686'ROAD, 10 FEET SOUTH OF THE CENTER OF A GATE INTO A CULTIVATED
 JZ1686'FIELD, 3.5 FEET SOUTH OF THE SOUTH GATE POST, 10 FEET SOUTHWEST
 JZ1686'OF A POINT IN LINE WITH THE CENTER OF THE POWER LINE, 1 FOOT
 JZ1686'EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1686'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1137 ***********************************************************************
 LA1137  DESIGNATION -  K 249
 LA1137  PID         -  LA1137
 LA1137  STATE/COUNTY-  IN/HENRY
 LA1137  COUNTRY     -  US
 LA1137  USGS QUAD   -  MODOC (2019)
 LA1137
 LA1137                         *CURRENT SURVEY CONTROL
 LA1137  ______________________________________________________________________
 LA1137* NAD 83(1986) POSITION- 40 02 50.     (N) 085 14 40.     (W)   SCALED
 LA1137* NAVD 88 ORTHO HEIGHT -   333.485 (meters)     1094.11  (feet) ADJUSTED
 LA1137  ______________________________________________________________________
 LA1137  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 LA1137  DYNAMIC HEIGHT  -        333.302 (meters)     1093.51  (feet) COMP
 LA1137  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 LA1137
 LA1137  VERT ORDER      -  SECOND    CLASS 0
 LA1137
 LA1137.The horizontal coordinates were scaled from a map and have
 LA1137.an estimated accuracy of +/- 6 seconds.
 LA1137
 LA1137.The orthometric height was determined by differential leveling and
 LA1137.adjusted by the NATIONAL GEODETIC SURVEY
 LA1137.in June 1991.
 LA1137
 LA1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1137.GEOID18 height accuracy estimate available here.
 LA1137
 LA1137.Click photographs - Photos may exist for this station.
 LA1137
 LA1137.The dynamic height is computed by dividing the NAVD 88
 LA1137.geopotential number by the normal gravity value computed on the
 LA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1137.degrees latitude (g = 980.6199 gals.).
 LA1137
 LA1137.The modeled gravity was interpolated from observed gravity values.
 LA1137
 LA1137;                    North         East    Units  Estimated Accuracy
 LA1137;SPC IN E     -   532,850.      136,030.      MT  (+/- 180 meters Scaled)
 LA1137
 LA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK497344(NAD 83)
 LA1137
 LA1137                          SUPERSEDED SURVEY CONTROL
 LA1137
 LA1137  NGVD 29 (??/??/92)  333.620  (m)         1094.55   (f) ADJ UNCH    2 0
 LA1137
 LA1137.Superseded values are not recommended for survey control.
 LA1137
 LA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1137.See file dsdata.pdf to determine how the superseded data were derived.
 LA1137
 LA1137_MARKER: DB = BENCH MARK DISK
 LA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1137_STAMPING: K 249 1947
 LA1137_MARK LOGO: CGS
 LA1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1137+STABILITY: SURFACE MOTION
 LA1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1137+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 LA1137
 LA1137  HISTORY     - Date     Condition        Report By
 LA1137  HISTORY     - 1947     MONUMENTED       CGS
 LA1137  HISTORY     - 20000830 GOOD             GOVE
 LA1137
 LA1137                          STATION DESCRIPTION
 LA1137
 LA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1137'0.8 MI S FROM BLOUNTSVILLE.
 LA1137'ABOUT 0.8 MILE SOUTH ALONG A PAVED ROAD FROM THE CHESAPEAKE AND
 LA1137'OHIO RAILWAY STATION AT BLOUNTSVILLE, AT A CROSS ROAD, IN THE
 LA1137'SOUTHWEST QUARTER OF THE INTERSECTION, 16.5 FEET SOUTH OF THE
 LA1137'CENTER LINE OF THE EAST-WEST ROAD, 39.5 FEET WEST OF THE CENTER
 LA1137'LINE OF THE NORTH-SOUTH PAVED ROAD, 5.5 FEET WEST OF A FENCE
 LA1137'CORNER, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST OF A WHITE
 LA1137'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LA1137'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1137'ABOUT 4 INCHES.
 LA1137
 LA1137                          STATION RECOVERY (2000)
 LA1137
 LA1137'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0324 ***********************************************************************
 ME0324  DESIGNATION -  K 25 RESET
 ME0324  PID         -  ME0324
 ME0324  STATE/COUNTY-  IN/FULTON
 ME0324  COUNTRY     -  US
 ME0324  USGS QUAD   -  KEWANNA (2019)
 ME0324
 ME0324                         *CURRENT SURVEY CONTROL
 ME0324  ______________________________________________________________________
 ME0324* NAD 83(1986) POSITION- 41 06 48.     (N) 086 24 58.     (W)   SCALED
 ME0324* NAVD 88 ORTHO HEIGHT -   229.917 (meters)      754.32  (feet) ADJUSTED
 ME0324  ______________________________________________________________________
 ME0324  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 ME0324  DYNAMIC HEIGHT  -        229.823 (meters)      754.01  (feet) COMP
 ME0324  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 ME0324
 ME0324  VERT ORDER      -  SECOND    CLASS 0
 ME0324
 ME0324.The horizontal coordinates were scaled from a map and have
 ME0324.an estimated accuracy of +/- 6 seconds.
 ME0324
 ME0324.The orthometric height was determined by differential leveling and
 ME0324.adjusted by the NATIONAL GEODETIC SURVEY
 ME0324.in June 1991.
 ME0324
 ME0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0324.GEOID18 height accuracy estimate available here.
 ME0324
 ME0324.Click photographs - Photos may exist for this station.
 ME0324
 ME0324.The dynamic height is computed by dividing the NAVD 88
 ME0324.geopotential number by the normal gravity value computed on the
 ME0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0324.degrees latitude (g = 980.6199 gals.).
 ME0324
 ME0324.The modeled gravity was interpolated from observed gravity values.
 ME0324
 ME0324;                    North         East    Units  Estimated Accuracy
 ME0324;SPC IN E     -   651,420.       37,060.      MT  (+/- 180 meters Scaled)
 ME0324
 ME0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL490515(NAD 83)
 ME0324
 ME0324                          SUPERSEDED SURVEY CONTROL
 ME0324
 ME0324  NGVD 29 (??/??/92)  230.039  (m)          754.72   (f) ADJ UNCH    2 0
 ME0324
 ME0324.Superseded values are not recommended for survey control.
 ME0324
 ME0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0324.See file dsdata.pdf to determine how the superseded data were derived.
 ME0324
 ME0324_MARKER: DB = BENCH MARK DISK
 ME0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0324_STAMPING: K 25 1934 RESET 1946
 ME0324_MARK LOGO: CGS
 ME0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0324+STABILITY: SURFACE MOTION
 ME0324
 ME0324  HISTORY     - Date     Condition        Report By
 ME0324  HISTORY     - 1946     MONUMENTED       CGS
 ME0324  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0324
 ME0324                          STATION DESCRIPTION
 ME0324
 ME0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0324'1.6 MI S FROM DELONG.
 ME0324'ABOUT 1.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0324'STATION AT DELONG, AT AN EAST-WEST GRAVEL ROAD CROSSING, IN THE
 ME0324'NORTHEAST QUARTER OF THE CROSSING, 46 FEET NORTHWEST AND ACROSS
 ME0324'THE ROAD FROM POWER POLE NUMBER 278-909, 46.4 FEET EAST OF THE
 ME0324'EAST RAIL OF THE TRACK, 23 FEET NORTH OF THE CENTER LINE OF THE
 ME0324'ROAD, 9.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 ME0324'LINE, ABOUT 2 FEET LOWER THAN THE CROSSING AND SET IN THE TOP
 ME0324'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 ME0324
 ME0324                          STATION RECOVERY (1992)
 ME0324
 ME0324'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1154 ***********************************************************************
 LA1154  DESIGNATION -  K 250
 LA1154  PID         -  LA1154
 LA1154  STATE/COUNTY-  IN/DELAWARE
 LA1154  COUNTRY     -  US
 LA1154  USGS QUAD   -  MUNCIE WEST (2019)
 LA1154
 LA1154                         *CURRENT SURVEY CONTROL
 LA1154  ______________________________________________________________________
 LA1154* NAD 83(1986) POSITION- 40 09 24.     (N) 085 23 00.     (W)   SCALED
 LA1154* NAVD 88 ORTHO HEIGHT -   292.324 (meters)      959.07  (feet) ADJUSTED
 LA1154  ______________________________________________________________________
 LA1154  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 LA1154  DYNAMIC HEIGHT  -        292.167 (meters)      958.55  (feet) COMP
 LA1154  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LA1154
 LA1154  VERT ORDER      -  SECOND    CLASS 0
 LA1154
 LA1154.The horizontal coordinates were scaled from a map and have
 LA1154.an estimated accuracy of +/- 6 seconds.
 LA1154
 LA1154.The orthometric height was determined by differential leveling and
 LA1154.adjusted by the NATIONAL GEODETIC SURVEY
 LA1154.in June 1991.
 LA1154
 LA1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1154.GEOID18 height accuracy estimate available here.
 LA1154
 LA1154.Click photographs - Photos may exist for this station.
 LA1154
 LA1154.The dynamic height is computed by dividing the NAVD 88
 LA1154.geopotential number by the normal gravity value computed on the
 LA1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1154.degrees latitude (g = 980.6199 gals.).
 LA1154
 LA1154.The modeled gravity was interpolated from observed gravity values.
 LA1154
 LA1154;                    North         East    Units  Estimated Accuracy
 LA1154;SPC IN E     -   544,950.      124,140.      MT  (+/- 180 meters Scaled)
 LA1154
 LA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376463(NAD 83)
 LA1154
 LA1154                          SUPERSEDED SURVEY CONTROL
 LA1154
 LA1154  NGVD 29 (??/??/92)  292.459  (m)          959.51   (f) ADJ UNCH    2 0
 LA1154
 LA1154.Superseded values are not recommended for survey control.
 LA1154
 LA1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1154.See file dsdata.pdf to determine how the superseded data were derived.
 LA1154
 LA1154_MARKER: DB = BENCH MARK DISK
 LA1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1154_SP_SET: ABUTMENT
 LA1154_STAMPING: K 250 1947
 LA1154_MARK LOGO: CGS
 LA1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1154
 LA1154  HISTORY     - Date     Condition        Report By
 LA1154  HISTORY     - 1947     MONUMENTED       CGS
 LA1154
 LA1154                          STATION DESCRIPTION
 LA1154
 LA1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1154'2.6 MI S FROM MUNCIE.
 LA1154'ABOUT 2.6 MILES SOUTH ALONG SOUTH WALNUT STREET FROM THE COURT
 LA1154'HOUSE AT MUNCIE, ABOUT 100 YARDS NORTH OF THE JUNCTION OF
 LA1154'STATE HIGHWAYS 3 AND 67, IN THE TOP OF THE EAST END OF THE
 LA1154'SOUTH ABUTMENT OF A 90-FOOT CONCRETE BRIDGE, 15 FEET EAST OF THE
 LA1154'CENTER LINE OF THE STREET, 0.9 FOOT EAST OF THE CONCRETE
 LA1154'BANISTER AND ABOUT 0.5 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1490 ***********************************************************************
 JZ1490  DESIGNATION -  K 251
 JZ1490  PID         -  JZ1490
 JZ1490  STATE/COUNTY-  IN/HENRY
 JZ1490  COUNTRY     -  US
 JZ1490  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1490
 JZ1490                         *CURRENT SURVEY CONTROL
 JZ1490  ______________________________________________________________________
 JZ1490* NAD 83(1986) POSITION- 39 56 10.     (N) 085 20 23.     (W)   SCALED
 JZ1490* NAVD 88 ORTHO HEIGHT -   327.481 (meters)     1074.41  (feet) ADJUSTED
 JZ1490  ______________________________________________________________________
 JZ1490  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JZ1490  DYNAMIC HEIGHT  -        327.298 (meters)     1073.81  (feet) COMP
 JZ1490  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 JZ1490
 JZ1490  VERT ORDER      -  SECOND    CLASS 0
 JZ1490
 JZ1490.The horizontal coordinates were scaled from a map and have
 JZ1490.an estimated accuracy of +/- 6 seconds.
 JZ1490
 JZ1490.The orthometric height was determined by differential leveling and
 JZ1490.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1490.in June 1991.
 JZ1490
 JZ1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1490.GEOID18 height accuracy estimate available here.
 JZ1490
 JZ1490.Click photographs - Photos may exist for this station.
 JZ1490
 JZ1490.The dynamic height is computed by dividing the NAVD 88
 JZ1490.geopotential number by the normal gravity value computed on the
 JZ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1490.degrees latitude (g = 980.6199 gals.).
 JZ1490
 JZ1490.The modeled gravity was interpolated from observed gravity values.
 JZ1490
 JZ1490;                    North         East    Units  Estimated Accuracy
 JZ1490;SPC IN E     -   520,480.      127,940.      MT  (+/- 180 meters Scaled)
 JZ1490
 JZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK418219(NAD 83)
 JZ1490
 JZ1490                          SUPERSEDED SURVEY CONTROL
 JZ1490
 JZ1490  NGVD 29 (??/??/92)  327.612  (m)         1074.84   (f) ADJ UNCH    2 0
 JZ1490
 JZ1490.Superseded values are not recommended for survey control.
 JZ1490
 JZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1490.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1490
 JZ1490_MARKER: DB = BENCH MARK DISK
 JZ1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1490_STAMPING: K 251 1947
 JZ1490_MARK LOGO: CGS
 JZ1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1490+STABILITY: SURFACE MOTION
 JZ1490
 JZ1490  HISTORY     - Date     Condition        Report By
 JZ1490  HISTORY     - 1947     MONUMENTED       CGS
 JZ1490
 JZ1490                          STATION DESCRIPTION
 JZ1490
 JZ1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1490'2 MI E FROM NEW CASTLE.
 JZ1490'ABOUT 2.0 MILES EAST OF NEW CASTLE, AT THE NEW CASTLE MUNICIPAL
 JZ1490'AIRPORT, 49.5 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 JZ1490'TILE OFFICE BUILDING, 120 FEET SOUTH OF THE CENTER LINE OF A
 JZ1490'BLACK TOP ROAD RUNNING ALONG THE NORTH EDGE OF THE FIELD, 66.5
 JZ1490'FEET SOUTHWEST OF A FLAG POLE, 23 FEET WEST OF THE SOUTHWEST
 JZ1490'LEG OF A STEEL TOWER SUPPORTING THE WIND SOCK, 1 FOOT NORTH
 JZ1490'OF THE FENCE LINE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JZ1490'ABOUT LEVEL WITH THE PARKING LOT AND SET IN THE TOP OF A CONCRETE
 JZ1490'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1631 ***********************************************************************
 JZ1631  DESIGNATION -  K 252
 JZ1631  PID         -  JZ1631
 JZ1631  STATE/COUNTY-  IN/RUSH
 JZ1631  COUNTRY     -  US
 JZ1631  USGS QUAD   -  DUNREITH (2019)
 JZ1631
 JZ1631                         *CURRENT SURVEY CONTROL
 JZ1631  ______________________________________________________________________
 JZ1631* NAD 83(1986) POSITION- 39 46 30.     (N) 085 26 50.     (W)   SCALED
 JZ1631* NAVD 88 ORTHO HEIGHT -   312.687 (meters)     1025.87  (feet) ADJUSTED
 JZ1631  ______________________________________________________________________
 JZ1631  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JZ1631  DYNAMIC HEIGHT  -        312.507 (meters)     1025.28  (feet) COMP
 JZ1631  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 JZ1631
 JZ1631  VERT ORDER      -  SECOND    CLASS 0
 JZ1631
 JZ1631.The horizontal coordinates were scaled from a map and have
 JZ1631.an estimated accuracy of +/- 6 seconds.
 JZ1631
 JZ1631.The orthometric height was determined by differential leveling and
 JZ1631.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1631.in June 1991.
 JZ1631
 JZ1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1631.GEOID18 height accuracy estimate available here.
 JZ1631
 JZ1631.Click photographs - Photos may exist for this station.
 JZ1631
 JZ1631.The dynamic height is computed by dividing the NAVD 88
 JZ1631.geopotential number by the normal gravity value computed on the
 JZ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1631.degrees latitude (g = 980.6199 gals.).
 JZ1631
 JZ1631.The modeled gravity was interpolated from observed gravity values.
 JZ1631
 JZ1631;                    North         East    Units  Estimated Accuracy
 JZ1631;SPC IN E     -   502,560.      118,800.      MT  (+/- 180 meters Scaled)
 JZ1631
 JZ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK329039(NAD 83)
 JZ1631
 JZ1631                          SUPERSEDED SURVEY CONTROL
 JZ1631
 JZ1631  NGVD 29 (??/??/92)  312.816  (m)         1026.30   (f) ADJ UNCH    2 0
 JZ1631
 JZ1631.Superseded values are not recommended for survey control.
 JZ1631
 JZ1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1631.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1631
 JZ1631_MARKER: DB = BENCH MARK DISK
 JZ1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1631_STAMPING: K 252 1947
 JZ1631_MARK LOGO: CGS
 JZ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1631+STABILITY: SURFACE MOTION
 JZ1631
 JZ1631  HISTORY     - Date     Condition        Report By
 JZ1631  HISTORY     - 1947     MONUMENTED       CGS
 JZ1631
 JZ1631                          STATION DESCRIPTION
 JZ1631
 JZ1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1631'2 MI S FROM DUNREITH.
 JZ1631'ABOUT 1.95 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1631'OVER U.S. HIGHWAY 40 AT DUNREITH, ABOUT 0.85 MILE SOUTH OF THE
 JZ1631'RUSH-HENRY COUNTY LINE, AT THE Y JUNCTION WITH A ROAD LEADING
 JZ1631'SOUTH, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19
 JZ1631'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 17.5
 JZ1631'FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 17 FEET SOUTH OF A
 JZ1631'POWER POLE, 61.5 FEET NORTH OF A TELEPHONE POLE, ABOUT 1 FOOT
 JZ1631'ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1631'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1539 ***********************************************************************
 JZ1539  DESIGNATION -  K 253
 JZ1539  PID         -  JZ1539
 JZ1539  STATE/COUNTY-  IN/HENRY
 JZ1539  COUNTRY     -  US
 JZ1539  USGS QUAD   -  LEWISVILLE (2019)
 JZ1539
 JZ1539                         *CURRENT SURVEY CONTROL
 JZ1539  ______________________________________________________________________
 JZ1539* NAD 83(1986) POSITION- 39 52 23.66   (N) 085 15 07.46   (W)   HD_HELD1
 JZ1539* NAVD 88 ORTHO HEIGHT -   333.613 (meters)     1094.53  (feet) ADJUSTED
 JZ1539  ______________________________________________________________________
 JZ1539  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 JZ1539  DYNAMIC HEIGHT  -        333.420 (meters)     1093.90  (feet) COMP
 JZ1539  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 JZ1539
 JZ1539  VERT ORDER      -  SECOND    CLASS 0
 JZ1539
 JZ1539.The horizontal coordinates were determined by differentially corrected
 JZ1539.hand held GPS observations or other comparable positioning techniques
 JZ1539.and have an estimated accuracy of +/- 3 meters.
 JZ1539
 JZ1539.The orthometric height was determined by differential leveling and
 JZ1539.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1539.in June 1991.
 JZ1539
 JZ1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1539.GEOID18 height accuracy estimate available here.
 JZ1539
 JZ1539.Click photographs - Photos may exist for this station.
 JZ1539
 JZ1539.The dynamic height is computed by dividing the NAVD 88
 JZ1539.geopotential number by the normal gravity value computed on the
 JZ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1539.degrees latitude (g = 980.6199 gals.).
 JZ1539
 JZ1539.The modeled gravity was interpolated from observed gravity values.
 JZ1539
 JZ1539;                    North         East    Units  Estimated Accuracy
 JZ1539;SPC IN E     -   513,525.7     135,468.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1539
 JZ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4948215150(NAD 83)
 JZ1539
 JZ1539                          SUPERSEDED SURVEY CONTROL
 JZ1539
 JZ1539  NGVD 29 (??/??/92)  333.742  (m)         1094.95   (f) ADJ UNCH    2 0
 JZ1539
 JZ1539.Superseded values are not recommended for survey control.
 JZ1539
 JZ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1539.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1539
 JZ1539_MARKER: DB = BENCH MARK DISK
 JZ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1539_STAMPING: K 253 1947
 JZ1539_MARK LOGO: CGS
 JZ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1539+STABILITY: SURFACE MOTION
 JZ1539
 JZ1539  HISTORY     - Date     Condition        Report By
 JZ1539  HISTORY     - 1947     MONUMENTED       CGS
 JZ1539
 JZ1539                          STATION DESCRIPTION
 JZ1539
 JZ1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1539'1.2 MI N FROM NEW LISBON.
 JZ1539'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE NEW YORK, CHICAGO
 JZ1539'AND ST. LOUIS RAILROAD STATION AT NEW LISBON, THENCE 0.7 MILE
 JZ1539'NORTH AND 0.2 MILE EAST ALONG GRAVEL ROADS, AT THE JUNCTION OF
 JZ1539'THE EAST-WEST ROAD WITH A PAVED ROAD LEADING NORTH TO MILLVILLE,
 JZ1539'37 FEET EAST OF THE CENTER LINE OF THE ROAD TO MILLVILLE, 18
 JZ1539'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 JZ1539'SOUTH OF A WIRE FENCE, 20 FEET EAST OF A FENCE CORNER, 2 FEET
 JZ1539'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1539'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1533 ***********************************************************************
 JZ1533  DESIGNATION -  K 254
 JZ1533  PID         -  JZ1533
 JZ1533  STATE/COUNTY-  IN/WAYNE
 JZ1533  COUNTRY     -  US
 JZ1533  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ1533
 JZ1533                         *CURRENT SURVEY CONTROL
 JZ1533  ______________________________________________________________________
 JZ1533* NAD 83(1986) POSITION- 39 48 47.     (N) 085 07 31.     (W)   SCALED
 JZ1533* NAVD 88 ORTHO HEIGHT -   290.018 (meters)      951.50  (feet) ADJUSTED
 JZ1533  ______________________________________________________________________
 JZ1533  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 JZ1533  DYNAMIC HEIGHT  -        289.851 (meters)      950.95  (feet) COMP
 JZ1533  MODELED GRAVITY -    980,043.1   (mgal)                       NAVD 88
 JZ1533
 JZ1533  VERT ORDER      -  SECOND    CLASS 0
 JZ1533
 JZ1533.The horizontal coordinates were scaled from a map and have
 JZ1533.an estimated accuracy of +/- 6 seconds.
 JZ1533
 JZ1533.The orthometric height was determined by differential leveling and
 JZ1533.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1533.in June 1991.
 JZ1533
 JZ1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1533.GEOID18 height accuracy estimate available here.
 JZ1533
 JZ1533.Click photographs - Photos may exist for this station.
 JZ1533
 JZ1533.The dynamic height is computed by dividing the NAVD 88
 JZ1533.geopotential number by the normal gravity value computed on the
 JZ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1533.degrees latitude (g = 980.6199 gals.).
 JZ1533
 JZ1533.The modeled gravity was interpolated from observed gravity values.
 JZ1533
 JZ1533;                    North         East    Units  Estimated Accuracy
 JZ1533;SPC IN E     -   506,900.      146,360.      MT  (+/- 180 meters Scaled)
 JZ1533
 JZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK604086(NAD 83)
 JZ1533
 JZ1533                          SUPERSEDED SURVEY CONTROL
 JZ1533
 JZ1533  NGVD 29 (??/??/92)  290.159  (m)          951.96   (f) ADJ UNCH    2 0
 JZ1533
 JZ1533.Superseded values are not recommended for survey control.
 JZ1533
 JZ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1533.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1533
 JZ1533_MARKER: DB = BENCH MARK DISK
 JZ1533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1533_SP_SET: CULVERT HEADWALL
 JZ1533_STAMPING: K 254 1947
 JZ1533_MARK LOGO: CGS
 JZ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1533+STABILITY: SURFACE MOTION
 JZ1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1533+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1533
 JZ1533  HISTORY     - Date     Condition        Report By
 JZ1533  HISTORY     - 1947     MONUMENTED       CGS
 JZ1533  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1533  HISTORY     - 20220912 MARK NOT FOUND   PICI
 JZ1533
 JZ1533                          STATION DESCRIPTION
 JZ1533
 JZ1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1533'0.9 MI W FROM PENNVILLE.
 JZ1533'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROADS AT
 JZ1533'PENNVILLE, ABOUT 100 YARDS EAST OF THE CROSSROAD, IN THE TOP OF THE
 JZ1533'EAST END OF THE SOUTH HEADWALL OF AN 8 FOOT CONCRETE CULVERT NUMBER
 JZ1533'20, 35.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JZ1533'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JZ1533
 JZ1533                          STATION RECOVERY (2003)
 JZ1533
 JZ1533'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1533'39 48.800 85 7.532 (14 FT)
 JZ1533'
 JZ1533
 JZ1533                          STATION RECOVERY (2022)
 JZ1533
 JZ1533'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2022 (KSM)
 JZ1533'MARK NOT FOUND.  HEADWALL HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1573 ***********************************************************************
 JZ1573  DESIGNATION -  K 255
 JZ1573  PID         -  JZ1573
 JZ1573  STATE/COUNTY-  IN/WAYNE
 JZ1573  COUNTRY     -  US
 JZ1573  USGS QUAD   -  JACKSONBURG (2019)
 JZ1573
 JZ1573                         *CURRENT SURVEY CONTROL
 JZ1573  ______________________________________________________________________
 JZ1573* NAD 83(1986) POSITION- 39 47 13.     (N) 085 01 56.     (W)   SCALED
 JZ1573* NAVD 88 ORTHO HEIGHT -   287.451 (meters)      943.08  (feet) ADJUSTED
 JZ1573  ______________________________________________________________________
 JZ1573  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JZ1573  DYNAMIC HEIGHT  -        287.282 (meters)      942.52  (feet) COMP
 JZ1573  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 JZ1573
 JZ1573  VERT ORDER      -  SECOND    CLASS 0
 JZ1573
 JZ1573.The horizontal coordinates were scaled from a map and have
 JZ1573.an estimated accuracy of +/- 6 seconds.
 JZ1573
 JZ1573.The orthometric height was determined by differential leveling and
 JZ1573.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1573.in June 1991.
 JZ1573
 JZ1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1573.GEOID18 height accuracy estimate available here.
 JZ1573
 JZ1573.Click photographs - Photos may exist for this station.
 JZ1573
 JZ1573.The dynamic height is computed by dividing the NAVD 88
 JZ1573.geopotential number by the normal gravity value computed on the
 JZ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1573.degrees latitude (g = 980.6199 gals.).
 JZ1573
 JZ1573.The modeled gravity was interpolated from observed gravity values.
 JZ1573
 JZ1573;                    North         East    Units  Estimated Accuracy
 JZ1573;SPC IN E     -   504,060.      154,340.      MT  (+/- 180 meters Scaled)
 JZ1573
 JZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK684059(NAD 83)
 JZ1573
 JZ1573                          SUPERSEDED SURVEY CONTROL
 JZ1573
 JZ1573  NGVD 29 (??/??/92)  287.591  (m)          943.54   (f) ADJ UNCH    2 0
 JZ1573
 JZ1573.Superseded values are not recommended for survey control.
 JZ1573
 JZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1573.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1573
 JZ1573_MARKER: DB = BENCH MARK DISK
 JZ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1573_STAMPING: K 255 1947
 JZ1573_MARK LOGO: CGS
 JZ1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1573+STABILITY: SURFACE MOTION
 JZ1573
 JZ1573  HISTORY     - Date     Condition        Report By
 JZ1573  HISTORY     - 1947     MONUMENTED       CGS
 JZ1573  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 JZ1573
 JZ1573                          STATION DESCRIPTION
 JZ1573
 JZ1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1573'4.6 MI SW FROM CENTERVILLE.
 JZ1573'ABOUT 2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION
 JZ1573'WITH U.S. HIGHWAY 40 AT CENTERVILLE, THENCE 2.1 MILES WEST AND
 JZ1573'NORTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION WITH A ROAD
 JZ1573'LEADING NORTHEAST AND SOUTH, 100 YARDS EAST OF AN ABANDONED
 JZ1573'SCHOOL BUILDING (NOW OCCUPIED AS A RESIDENCE), 50 FEET EAST AND
 JZ1573'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A 16-FOOT BRIDGE
 JZ1573'UNDER THE ROAD LEADING NORTHEAST, 26.5 FEET SOUTHEAST OF A
 JZ1573'CONCRETE CORNER FENCE POST, 43 FEET SOUTHEAST OF THE CENTER LINE
 JZ1573'OF THE ROAD NORTHEAST, 16 FEET NORTHEAST OF THE CENTER LINE
 JZ1573'OF THE ROAD SOUTHEAST AND EAST, 1 FOOT SOUTHWEST OF A FENCE, 2
 JZ1573'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 JZ1573'ROAD LEVEL, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1573'4 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE CROSSROADS
 JZ1573'AT PENNVILLE BY GOING EAST ALONG U.S. HIGHWAY 40 FOR 3.0 MILES,
 JZ1573'THENCE 0.75 MILE SOUTH, 0.75 MILE EAST, 1.25 MILE SOUTH AND 0.4
 JZ1573'MILE EAST ALONG GRAVEL ROADS TO A CROSSROADS AND ABANDONED
 JZ1573'SCHOOL AND THE VICINITY OF THE MARK.
 JZ1573
 JZ1573                          STATION RECOVERY (1974)
 JZ1573
 JZ1573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JZ1573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1744 ***********************************************************************
 JZ1744  DESIGNATION -  K 257
 JZ1744  PID         -  JZ1744
 JZ1744  STATE/COUNTY-  IN/RUSH
 JZ1744  COUNTRY     -  US
 JZ1744  USGS QUAD   -  RUSHVILLE (2019)
 JZ1744
 JZ1744                         *CURRENT SURVEY CONTROL
 JZ1744  ______________________________________________________________________
 JZ1744* NAD 83(1986) POSITION- 39 32 57.     (N) 085 27 39.     (W)   SCALED
 JZ1744* NAVD 88 ORTHO HEIGHT -   299.364 (meters)      982.16  (feet) ADJUSTED
 JZ1744  ______________________________________________________________________
 JZ1744  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 JZ1744  DYNAMIC HEIGHT  -        299.183 (meters)      981.57  (feet) COMP
 JZ1744  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 JZ1744
 JZ1744  VERT ORDER      -  SECOND    CLASS 0
 JZ1744
 JZ1744.The horizontal coordinates were scaled from a map and have
 JZ1744.an estimated accuracy of +/- 6 seconds.
 JZ1744
 JZ1744.The orthometric height was determined by differential leveling and
 JZ1744.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1744.in June 1991.
 JZ1744
 JZ1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1744.GEOID18 height accuracy estimate available here.
 JZ1744
 JZ1744.Click photographs - Photos may exist for this station.
 JZ1744
 JZ1744.The dynamic height is computed by dividing the NAVD 88
 JZ1744.geopotential number by the normal gravity value computed on the
 JZ1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1744.degrees latitude (g = 980.6199 gals.).
 JZ1744
 JZ1744.The modeled gravity was interpolated from observed gravity values.
 JZ1744
 JZ1744;                    North         East    Units  Estimated Accuracy
 JZ1744;SPC IN E     -   477,480.      117,690.      MT  (+/- 180 meters Scaled)
 JZ1744
 JZ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ322788(NAD 83)
 JZ1744
 JZ1744                          SUPERSEDED SURVEY CONTROL
 JZ1744
 JZ1744  NGVD 29 (??/??/92)  299.491  (m)          982.58   (f) ADJ UNCH    2 0
 JZ1744
 JZ1744.Superseded values are not recommended for survey control.
 JZ1744
 JZ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1744.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1744
 JZ1744_MARKER: DB = BENCH MARK DISK
 JZ1744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1744_SP_SET: CULVERT HEADWALL
 JZ1744_STAMPING: K 257 1947
 JZ1744_MARK LOGO: CGS
 JZ1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1744+STABILITY: SURFACE MOTION
 JZ1744
 JZ1744  HISTORY     - Date     Condition        Report By
 JZ1744  HISTORY     - 1947     MONUMENTED       CGS
 JZ1744
 JZ1744                          STATION DESCRIPTION
 JZ1744
 JZ1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1744'4.6 MI S FROM RUSHVILLE.
 JZ1744'ABOUT 4.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1744'AT RUSHVILLE, ABOUT 0.2 MILE NORTH OF A GRAVEL CROSS ROAD, ABOUT
 JZ1744'0.5 MILE SOUTH OF THE BRIDGE OVER LITTLE FLAT ROCK RIVER, SET
 JZ1744'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A
 JZ1744'14-INCH CORRUGATED PIPE CULVERT, 207 FEET SOUTH OF THE PROLONGED
 JZ1744'CENTER LINE OF A DRIVE LEADING EAST OF A FARM HOUSE, 21 FEET WEST
 JZ1744'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END
 JZ1744'OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1944 ***********************************************************************
 JZ1944  DESIGNATION -  K 258
 JZ1944  PID         -  JZ1944
 JZ1944  STATE/COUNTY-  IN/DECATUR
 JZ1944  COUNTRY     -  US
 JZ1944  USGS QUAD   -  MILROY (2019)
 JZ1944
 JZ1944                         *CURRENT SURVEY CONTROL
 JZ1944  ______________________________________________________________________
 JZ1944* NAD 83(1986) POSITION- 39 26 00.     (N) 085 23 22.     (W)   SCALED
 JZ1944* NAVD 88 ORTHO HEIGHT -   302.985 (meters)      994.04  (feet) ADJUSTED
 JZ1944  ______________________________________________________________________
 JZ1944  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ1944  DYNAMIC HEIGHT  -        302.798 (meters)      993.43  (feet) COMP
 JZ1944  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JZ1944
 JZ1944  VERT ORDER      -  SECOND    CLASS 0
 JZ1944
 JZ1944.The horizontal coordinates were scaled from a map and have
 JZ1944.an estimated accuracy of +/- 6 seconds.
 JZ1944
 JZ1944.The orthometric height was determined by differential leveling and
 JZ1944.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1944.in June 1991.
 JZ1944
 JZ1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1944.GEOID18 height accuracy estimate available here.
 JZ1944
 JZ1944.Click photographs - Photos may exist for this station.
 JZ1944
 JZ1944.The dynamic height is computed by dividing the NAVD 88
 JZ1944.geopotential number by the normal gravity value computed on the
 JZ1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1944.degrees latitude (g = 980.6199 gals.).
 JZ1944
 JZ1944.The modeled gravity was interpolated from observed gravity values.
 JZ1944
 JZ1944;                    North         East    Units  Estimated Accuracy
 JZ1944;SPC IN E     -   464,640.      123,870.      MT  (+/- 180 meters Scaled)
 JZ1944
 JZ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ386661(NAD 83)
 JZ1944
 JZ1944                          SUPERSEDED SURVEY CONTROL
 JZ1944
 JZ1944  NGVD 29 (??/??/92)  303.119  (m)          994.48   (f) ADJ UNCH    2 0
 JZ1944
 JZ1944.Superseded values are not recommended for survey control.
 JZ1944
 JZ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1944.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1944
 JZ1944_MARKER: DB = BENCH MARK DISK
 JZ1944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1944_SP_SET: ABUTMENT
 JZ1944_STAMPING: K 258 1947
 JZ1944_MARK LOGO: CGS
 JZ1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1944
 JZ1944  HISTORY     - Date     Condition        Report By
 JZ1944  HISTORY     - 1947     MONUMENTED       CGS
 JZ1944
 JZ1944                          STATION DESCRIPTION
 JZ1944
 JZ1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1944'0.8 MI E FROM SPRINGHILL.
 JZ1944'ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD LEADING TO CLARKSBURG
 JZ1944'FROM THE PRESBYTERIAN CHURCH AT SPRINGHILL, ABOUT 2.3 MILES WEST
 JZ1944'OF THE CROSSROADS AT CLARKSBURG, SET IN THE TOP OF THE NORTH
 JZ1944'END OF THE EAST CONCRETE ABUTMENT OF A 30-FOOT CONCRETE BRIDGE
 JZ1944'OVER A CREEK, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5
 JZ1944'FOOT NORTH OF THE CONCRETE RAILING AND ABOUT 1.5 FEET BELOW THE
 JZ1944'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1978 ***********************************************************************
 JZ1978  DESIGNATION -  K 259
 JZ1978  PID         -  JZ1978
 JZ1978  STATE/COUNTY-  IN/DECATUR
 JZ1978  COUNTRY     -  US
 JZ1978  USGS QUAD   -  NEW POINT (2019)
 JZ1978
 JZ1978                         *CURRENT SURVEY CONTROL
 JZ1978  ______________________________________________________________________
 JZ1978* NAD 83(1986) POSITION- 39 21 56.     (N) 085 20 02.     (W)   SCALED
 JZ1978* NAVD 88 ORTHO HEIGHT -   318.684 (meters)     1045.55  (feet) ADJUSTED
 JZ1978  ______________________________________________________________________
 JZ1978  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 JZ1978  DYNAMIC HEIGHT  -        318.487 (meters)     1044.90  (feet) COMP
 JZ1978  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 JZ1978
 JZ1978  VERT ORDER      -  SECOND    CLASS 0
 JZ1978
 JZ1978.The horizontal coordinates were scaled from a map and have
 JZ1978.an estimated accuracy of +/- 6 seconds.
 JZ1978
 JZ1978.The orthometric height was determined by differential leveling and
 JZ1978.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1978.in June 1991.
 JZ1978
 JZ1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1978.GEOID18 height accuracy estimate available here.
 JZ1978
 JZ1978.Click photographs - Photos may exist for this station.
 JZ1978
 JZ1978.The dynamic height is computed by dividing the NAVD 88
 JZ1978.geopotential number by the normal gravity value computed on the
 JZ1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1978.degrees latitude (g = 980.6199 gals.).
 JZ1978
 JZ1978.The modeled gravity was interpolated from observed gravity values.
 JZ1978
 JZ1978;                    North         East    Units  Estimated Accuracy
 JZ1978;SPC IN E     -   457,130.      128,680.      MT  (+/- 180 meters Scaled)
 JZ1978
 JZ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ435586(NAD 83)
 JZ1978
 JZ1978                          SUPERSEDED SURVEY CONTROL
 JZ1978
 JZ1978  NGVD 29 (??/??/92)  318.817  (m)         1045.99   (f) ADJ UNCH    2 0
 JZ1978
 JZ1978.Superseded values are not recommended for survey control.
 JZ1978
 JZ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1978.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1978
 JZ1978_MARKER: DB = BENCH MARK DISK
 JZ1978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1978_SP_SET: BUILDING
 JZ1978_STAMPING: K 259 1947
 JZ1978_MARK LOGO: CGS
 JZ1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1978
 JZ1978  HISTORY     - Date     Condition        Report By
 JZ1978  HISTORY     - 1947     MONUMENTED       CGS
 JZ1978
 JZ1978                          STATION DESCRIPTION
 JZ1978
 JZ1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1978'AT ST MAURICE.
 JZ1978'AT ST. MAURICE, IN THE EAST EDGE OF THE VILLAGE, ALONG THE
 JZ1978'CLARKSBURG-ROSSBURG ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 JZ1978'BRICK WALL OF THE SOUTHEAST CORNER OF THE GENERAL STORE, 1 FOOT
 JZ1978'WEST OF THE SOUTHEAST CORNER, AND 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0081 ***********************************************************************
 LB0081  DESIGNATION -  K 26
 LB0081  PID         -  LB0081
 LB0081  STATE/COUNTY-  IN/CASS
 LB0081  COUNTRY     -  US
 LB0081  USGS QUAD   -  GALVESTON (2019)
 LB0081
 LB0081                         *CURRENT SURVEY CONTROL
 LB0081  ______________________________________________________________________
 LB0081* NAD 83(1986) POSITION- 40 35 24.     (N) 086 11 35.     (W)   SCALED
 LB0081* NAVD 88 ORTHO HEIGHT -   242.521 (meters)      795.67  (feet) ADJUSTED
 LB0081  ______________________________________________________________________
 LB0081  GEOID HEIGHT    -        -34.348 (meters)                     GEOID18
 LB0081  DYNAMIC HEIGHT  -        242.399 (meters)      795.27  (feet) COMP
 LB0081  MODELED GRAVITY -    980,117.5   (mgal)                       NAVD 88
 LB0081
 LB0081  VERT ORDER      -  SECOND    CLASS 0
 LB0081
 LB0081.The horizontal coordinates were scaled from a map and have
 LB0081.an estimated accuracy of +/- 6 seconds.
 LB0081
 LB0081.The orthometric height was determined by differential leveling and
 LB0081.adjusted by the NATIONAL GEODETIC SURVEY
 LB0081.in June 1991.
 LB0081
 LB0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0081.GEOID18 height accuracy estimate available here.
 LB0081
 LB0081.Click photographs - Photos may exist for this station.
 LB0081
 LB0081.The dynamic height is computed by dividing the NAVD 88
 LB0081.geopotential number by the normal gravity value computed on the
 LB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0081.degrees latitude (g = 980.6199 gals.).
 LB0081
 LB0081.The modeled gravity was interpolated from observed gravity values.
 LB0081
 LB0081;                    North         East    Units  Estimated Accuracy
 LB0081;SPC IN E     -   593,160.       55,440.      MT  (+/- 180 meters Scaled)
 LB0081
 LB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK682935(NAD 83)
 LB0081
 LB0081                          SUPERSEDED SURVEY CONTROL
 LB0081
 LB0081  NGVD 29 (??/??/92)  242.642  (m)          796.07   (f) ADJ UNCH    2 0
 LB0081
 LB0081.Superseded values are not recommended for survey control.
 LB0081
 LB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0081.See file dsdata.pdf to determine how the superseded data were derived.
 LB0081
 LB0081_MARKER: DB = BENCH MARK DISK
 LB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0081_STAMPING: K 26 1934
 LB0081_MARK LOGO: CGS
 LB0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0081+STABILITY: SURFACE MOTION
 LB0081
 LB0081  HISTORY     - Date     Condition        Report By
 LB0081  HISTORY     - 1934     MONUMENTED       CGS
 LB0081  HISTORY     - 1946     GOOD             CGS
 LB0081
 LB0081                          STATION DESCRIPTION
 LB0081
 LB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0081'0.8 MI NW FROM GALVESTON.
 LB0081'0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0081'STATION AT GALVESTON, SET IN THE NORTH ANGLE OF THE SECOND GRAVEL
 LB0081'ROAD CROSSING NORTHWEST OF GALVESTON, 46 FEET SOUTH OF A
 LB0081'TELEGRAPH POLE, 19 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE
 LB0081'TRACK, 18 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 6.5
 LB0081'FEET NORTHWEST OF AN IRON CROSSING WARNING SIGN, LEVEL WITH THE
 LB0081'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1965 ***********************************************************************
 JZ1965  DESIGNATION -  K 260
 JZ1965  PID         -  JZ1965
 JZ1965  STATE/COUNTY-  IN/FRANKLIN
 JZ1965  COUNTRY     -  US
 JZ1965  USGS QUAD   -  CLARKSBURG (2019)
 JZ1965
 JZ1965                         *CURRENT SURVEY CONTROL
 JZ1965  ______________________________________________________________________
 JZ1965* NAD 83(1986) POSITION- 39 23 17.     (N) 085 15 49.     (W)   SCALED
 JZ1965* NAVD 88 ORTHO HEIGHT -   296.258 (meters)      971.97  (feet) ADJUSTED
 JZ1965  ______________________________________________________________________
 JZ1965  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 JZ1965  DYNAMIC HEIGHT  -        296.077 (meters)      971.38  (feet) COMP
 JZ1965  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 JZ1965
 JZ1965  VERT ORDER      -  SECOND    CLASS 0
 JZ1965
 JZ1965.The horizontal coordinates were scaled from a map and have
 JZ1965.an estimated accuracy of +/- 6 seconds.
 JZ1965
 JZ1965.The orthometric height was determined by differential leveling and
 JZ1965.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1965.in June 1991.
 JZ1965
 JZ1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1965.GEOID18 height accuracy estimate available here.
 JZ1965
 JZ1965.Click photographs - Photos may exist for this station.
 JZ1965
 JZ1965.The dynamic height is computed by dividing the NAVD 88
 JZ1965.geopotential number by the normal gravity value computed on the
 JZ1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1965.degrees latitude (g = 980.6199 gals.).
 JZ1965
 JZ1965.The modeled gravity was interpolated from observed gravity values.
 JZ1965
 JZ1965;                    North         East    Units  Estimated Accuracy
 JZ1965;SPC IN E     -   459,650.      134,720.      MT  (+/- 180 meters Scaled)
 JZ1965
 JZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ495612(NAD 83)
 JZ1965
 JZ1965                          SUPERSEDED SURVEY CONTROL
 JZ1965
 JZ1965  NGVD 29 (??/??/92)  296.403  (m)          972.45   (f) ADJ UNCH    2 0
 JZ1965
 JZ1965.Superseded values are not recommended for survey control.
 JZ1965
 JZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1965.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1965
 JZ1965_MARKER: DB = BENCH MARK DISK
 JZ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1965_STAMPING: K 260 1947
 JZ1965_MARK LOGO: CGS
 JZ1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1965+STABILITY: SURFACE MOTION
 JZ1965
 JZ1965  HISTORY     - Date     Condition        Report By
 JZ1965  HISTORY     - 1947     MONUMENTED       CGS
 JZ1965
 JZ1965                          STATION DESCRIPTION
 JZ1965
 JZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1965'1 MI NW FROM HAMBURG.
 JZ1965'ABOUT 1.0 MILE NORTHWEST ALONG THE BUENA VISTA ROAD FROM THE
 JZ1965'CATHOLIC CHURCH AT HAMBURG, ABOUT 0.15 MILE NORTH OF THE T
 JZ1965'JUNCTION OF AN EAST-WEST ROAD, ABOUT 0.15 MILE EAST OF A WHITE
 JZ1965'2-STORY FARM HOUSE, AT A RIGHT ANGLE TURN IN THE ROAD WITH
 JZ1965'TANGENTS WEST AND SOUTH, 11 FEET NORTH OF THE PROLONGED CENTER
 JZ1965'LINE OF THE WEST TANGENT, ABOUT IN LINE WITH THE CENTER LINE OF
 JZ1965'THE SOUTH TANGENT, 19 FEET EAST OF A GATE POST AND FENCE CORNER,
 JZ1965'1 FOOT SOUTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE WOODEN
 JZ1965'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1965'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2005 ***********************************************************************
 JZ2005  DESIGNATION -  K 261
 JZ2005  PID         -  JZ2005
 JZ2005  STATE/COUNTY-  IN/FRANKLIN
 JZ2005  COUNTRY     -  US
 JZ2005  USGS QUAD   -  METAMORA (2019)
 JZ2005
 JZ2005                         *CURRENT SURVEY CONTROL
 JZ2005  ______________________________________________________________________
 JZ2005* NAD 83(1986) POSITION- 39 27 54.     (N) 085 11 07.     (W)   SCALED
 JZ2005* NAVD 88 ORTHO HEIGHT -   217.201 (meters)      712.60  (feet) ADJUSTED
 JZ2005  ______________________________________________________________________
 JZ2005  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ2005  DYNAMIC HEIGHT  -        217.068 (meters)      712.16  (feet) COMP
 JZ2005  MODELED GRAVITY -    980,011.7   (mgal)                       NAVD 88
 JZ2005
 JZ2005  VERT ORDER      -  SECOND    CLASS 0
 JZ2005
 JZ2005.The horizontal coordinates were scaled from a map and have
 JZ2005.an estimated accuracy of +/- 6 seconds.
 JZ2005
 JZ2005.The orthometric height was determined by differential leveling and
 JZ2005.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2005.in June 1991.
 JZ2005
 JZ2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2005.GEOID18 height accuracy estimate available here.
 JZ2005
 JZ2005.Click photographs - Photos may exist for this station.
 JZ2005
 JZ2005.The dynamic height is computed by dividing the NAVD 88
 JZ2005.geopotential number by the normal gravity value computed on the
 JZ2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2005.degrees latitude (g = 980.6199 gals.).
 JZ2005
 JZ2005.The modeled gravity was interpolated from observed gravity values.
 JZ2005
 JZ2005;                    North         East    Units  Estimated Accuracy
 JZ2005;SPC IN E     -   468,230.      141,430.      MT  (+/- 180 meters Scaled)
 JZ2005
 JZ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ561699(NAD 83)
 JZ2005
 JZ2005                          SUPERSEDED SURVEY CONTROL
 JZ2005
 JZ2005  NGVD 29 (??/??/92)  217.354  (m)          713.10   (f) ADJ UNCH    2 0
 JZ2005
 JZ2005.Superseded values are not recommended for survey control.
 JZ2005
 JZ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2005.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2005
 JZ2005_MARKER: DB = BENCH MARK DISK
 JZ2005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2005_SP_SET: BRIDGE
 JZ2005_STAMPING: K 261 1947
 JZ2005_MARK LOGO: CGS
 JZ2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2005
 JZ2005  HISTORY     - Date     Condition        Report By
 JZ2005  HISTORY     - 1947     MONUMENTED       CGS
 JZ2005  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ2005
 JZ2005                          STATION DESCRIPTION
 JZ2005
 JZ2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2005'3.6 MI S FROM LAUREL.
 JZ2005'ABOUT 3.65 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ2005'CROSSROADS AT LAUREL, ABOUT 220 FEET NORTH OF A WHITE 2-STORY
 JZ2005'FARM HOUSE ON THE EAST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE
 JZ2005'NORTHEAST WING WALL OF A 20-FOOT CONCRETE BRIDGE, 11.5 FEET
 JZ2005'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 JZ2005'CONCRETE BANISTER AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 JZ2005
 JZ2005                          STATION RECOVERY (2018)
 JZ2005
 JZ2005'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2005'A NEW BRIDGE HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2048 ***********************************************************************
 JZ2048  DESIGNATION -  K 262
 JZ2048  PID         -  JZ2048
 JZ2048  STATE/COUNTY-  IN/FRANKLIN
 JZ2048  COUNTRY     -  US
 JZ2048  USGS QUAD   -  METAMORA (2019)
 JZ2048
 JZ2048                         *CURRENT SURVEY CONTROL
 JZ2048  ______________________________________________________________________
 JZ2048* NAD 83(1986) POSITION- 39 26 55.     (N) 085 07 58.     (W)   SCALED
 JZ2048* NAVD 88 ORTHO HEIGHT -   206.794 (meters)      678.46  (feet) ADJUSTED
 JZ2048  ______________________________________________________________________
 JZ2048  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 JZ2048  DYNAMIC HEIGHT  -        206.668 (meters)      678.04  (feet) COMP
 JZ2048  MODELED GRAVITY -    980,012.3   (mgal)                       NAVD 88
 JZ2048
 JZ2048  VERT ORDER      -  SECOND    CLASS 0
 JZ2048
 JZ2048.The horizontal coordinates were scaled from a map and have
 JZ2048.an estimated accuracy of +/- 6 seconds.
 JZ2048
 JZ2048.The orthometric height was determined by differential leveling and
 JZ2048.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2048.in June 1991.
 JZ2048
 JZ2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2048.GEOID18 height accuracy estimate available here.
 JZ2048
 JZ2048.Click photographs - Photos may exist for this station.
 JZ2048
 JZ2048.The dynamic height is computed by dividing the NAVD 88
 JZ2048.geopotential number by the normal gravity value computed on the
 JZ2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2048.degrees latitude (g = 980.6199 gals.).
 JZ2048
 JZ2048.The modeled gravity was interpolated from observed gravity values.
 JZ2048
 JZ2048;                    North         East    Units  Estimated Accuracy
 JZ2048;SPC IN E     -   466,440.      145,950.      MT  (+/- 180 meters Scaled)
 JZ2048
 JZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ606682(NAD 83)
 JZ2048
 JZ2048                          SUPERSEDED SURVEY CONTROL
 JZ2048
 JZ2048  NGVD 29 (??/??/92)  206.957  (m)          678.99   (f) ADJ UNCH    2 0
 JZ2048
 JZ2048.Superseded values are not recommended for survey control.
 JZ2048
 JZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2048.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2048
 JZ2048_MARKER: DB = BENCH MARK DISK
 JZ2048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2048_SP_SET: BRIDGE
 JZ2048_STAMPING: K 262 1947
 JZ2048_MARK LOGO: CGS
 JZ2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2048
 JZ2048  HISTORY     - Date     Condition        Report By
 JZ2048  HISTORY     - 1947     MONUMENTED       CGS
 JZ2048  HISTORY     - 1983     GOOD             INDNR
 JZ2048  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ2048
 JZ2048                          STATION DESCRIPTION
 JZ2048
 JZ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2048'AT METAMORA.
 JZ2048'AT METAMORA, ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM
 JZ2048'THE SCHOOL, AT THE MAIN CROSSROAD, ABOUT 2 BLOCKS NORTH OF THE
 JZ2048'MAIN PART OF TOWN, SET IN THE TOP OF THE WEST END OF THE CONCRETE
 JZ2048'BASE OF THE NORTH CONCRETE BANISTER OF AN 80-FOOT CONCRETE
 JZ2048'ARCH HIGHWAY BRIDGE, 23.5 FEET EAST OF THE WEST END OF THE
 JZ2048'BANISTER, 13 FEET NORTH OF AND ABOUT 0.3 FOOT ABOVE THE CENTER LINE
 JZ2048'OF THE HIGHWAY.
 JZ2048
 JZ2048                          STATION RECOVERY (1983)
 JZ2048
 JZ2048'RECOVERY NOTE BY IN DEPT OF NAT RES 1983
 JZ2048'THE US 52 BRIDGE OVER DUCK CREEK NOTE: MOST OF THE CONCRETE UNDER THE
 JZ2048'SOUTH SIDE AT THE BRONZE DISK HAS BEEN CHIPPED AND ERERODED AWAY, AND
 JZ2048'A LOCAL RESIDENT INFORMED IN THAT THE BRIDGE IS DUE TO THE REPLACED.
 JZ2048
 JZ2048                          STATION RECOVERY (2018)
 JZ2048
 JZ2048'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2048'A NEW BRIDGE HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1783 ***********************************************************************
 JZ1783  DESIGNATION -  K 263
 JZ1783  PID         -  JZ1783
 JZ1783  STATE/COUNTY-  IN/FAYETTE
 JZ1783  COUNTRY     -  US
 JZ1783  USGS QUAD   -  EVERTON (2019)
 JZ1783
 JZ1783                         *CURRENT SURVEY CONTROL
 JZ1783  ______________________________________________________________________
 JZ1783* NAD 83(1986) POSITION- 39 37 22.     (N) 085 03 15.     (W)   SCALED
 JZ1783* NAVD 88 ORTHO HEIGHT -   296.195 (meters)      971.77  (feet) ADJUSTED
 JZ1783  ______________________________________________________________________
 JZ1783  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ1783  DYNAMIC HEIGHT  -        296.018 (meters)      971.19  (feet) COMP
 JZ1783  MODELED GRAVITY -    980,022.1   (mgal)                       NAVD 88
 JZ1783
 JZ1783  VERT ORDER      -  SECOND    CLASS 0
 JZ1783
 JZ1783.The horizontal coordinates were scaled from a map and have
 JZ1783.an estimated accuracy of +/- 6 seconds.
 JZ1783
 JZ1783.The orthometric height was determined by differential leveling and
 JZ1783.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1783.in June 1991.
 JZ1783
 JZ1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1783.GEOID18 height accuracy estimate available here.
 JZ1783
 JZ1783.Click photographs - Photos may exist for this station.
 JZ1783
 JZ1783.The dynamic height is computed by dividing the NAVD 88
 JZ1783.geopotential number by the normal gravity value computed on the
 JZ1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1783.degrees latitude (g = 980.6199 gals.).
 JZ1783
 JZ1783.The modeled gravity was interpolated from observed gravity values.
 JZ1783
 JZ1783;                    North         East    Units  Estimated Accuracy
 JZ1783;SPC IN E     -   485,820.      152,590.      MT  (+/- 180 meters Scaled)
 JZ1783
 JZ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670876(NAD 83)
 JZ1783
 JZ1783                          SUPERSEDED SURVEY CONTROL
 JZ1783
 JZ1783  NGVD 29 (??/??/92)  296.342  (m)          972.25   (f) ADJ UNCH    2 0
 JZ1783
 JZ1783.Superseded values are not recommended for survey control.
 JZ1783
 JZ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1783.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1783
 JZ1783_MARKER: DB = BENCH MARK DISK
 JZ1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1783_STAMPING: K 263 1947
 JZ1783_MARK LOGO: CGS
 JZ1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1783+STABILITY: SURFACE MOTION
 JZ1783
 JZ1783  HISTORY     - Date     Condition        Report By
 JZ1783  HISTORY     - 1947     MONUMENTED       CGS
 JZ1783
 JZ1783                          STATION DESCRIPTION
 JZ1783
 JZ1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1783'1.8 MI S FROM LYONSVILLE.
 JZ1783'ABOUT 1.85 MILES SOUTH ALONG A BLACK TOP ROAD FROM ST. PAUL LUTHERAN
 JZ1783'CHURCH AT LYONSVILLE, ABOUT 0.8 MILE SOUTH OF THE INTERSECTION OF
 JZ1783'STATE HIGHWAY 44, ABOUT 0.7 MILE NORTH OF THE CROSSROADS AT
 JZ1783'ALQUINA, AT THE ROZZIE M. HUBER FARM, 81 FEET NORTHEAST OF THE
 JZ1783'NORTHEAST CORNER OF A 2-STORY YELLOW FARM HOUSE, 24.5 FEET WEST
 JZ1783'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE CENTER LINE
 JZ1783'OF THE DRIVE WAY, 2 FEET EAST OF AN IRON FENCE CORNER, ABOUT
 JZ1783'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1783'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2010 ***********************************************************************
 JZ2010  DESIGNATION -  K 264
 JZ2010  PID         -  JZ2010
 JZ2010  STATE/COUNTY-  IN/FRANKLIN
 JZ2010  COUNTRY     -  US
 JZ2010  USGS QUAD   -  BATESVILLE (2019)
 JZ2010
 JZ2010                         *CURRENT SURVEY CONTROL
 JZ2010  ______________________________________________________________________
 JZ2010* NAD 83(1986) POSITION- 39 20 17.     (N) 085 11 21.     (W)   SCALED
 JZ2010* NAVD 88 ORTHO HEIGHT -   296.675 (meters)      973.34  (feet) ADJUSTED
 JZ2010  ______________________________________________________________________
 JZ2010  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 JZ2010  DYNAMIC HEIGHT  -        296.491 (meters)      972.74  (feet) COMP
 JZ2010  MODELED GRAVITY -    979,999.9   (mgal)                       NAVD 88
 JZ2010
 JZ2010  VERT ORDER      -  SECOND    CLASS 0
 JZ2010
 JZ2010.The horizontal coordinates were scaled from a map and have
 JZ2010.an estimated accuracy of +/- 6 seconds.
 JZ2010
 JZ2010.The orthometric height was determined by differential leveling and
 JZ2010.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2010.in June 1991.
 JZ2010
 JZ2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2010.GEOID18 height accuracy estimate available here.
 JZ2010
 JZ2010.Click photographs - Photos may exist for this station.
 JZ2010
 JZ2010.The dynamic height is computed by dividing the NAVD 88
 JZ2010.geopotential number by the normal gravity value computed on the
 JZ2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2010.degrees latitude (g = 980.6199 gals.).
 JZ2010
 JZ2010.The modeled gravity was interpolated from observed gravity values.
 JZ2010
 JZ2010;                    North         East    Units  Estimated Accuracy
 JZ2010;SPC IN E     -   454,130.      141,170.      MT  (+/- 180 meters Scaled)
 JZ2010
 JZ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560558(NAD 83)
 JZ2010
 JZ2010                          SUPERSEDED SURVEY CONTROL
 JZ2010
 JZ2010  NGVD 29 (??/??/92)  296.830  (m)          973.85   (f) ADJ UNCH    2 0
 JZ2010
 JZ2010.Superseded values are not recommended for survey control.
 JZ2010
 JZ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2010.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2010
 JZ2010_MARKER: DB = BENCH MARK DISK
 JZ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2010_STAMPING: K 264 1947
 JZ2010_MARK LOGO: CGS
 JZ2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2010+STABILITY: SURFACE MOTION
 JZ2010
 JZ2010  HISTORY     - Date     Condition        Report By
 JZ2010  HISTORY     - 1947     MONUMENTED       CGS
 JZ2010
 JZ2010                          STATION DESCRIPTION
 JZ2010
 JZ2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2010'1 MI E FROM OLDENBURG.
 JZ2010'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 JZ2010'WITH STATE HIGHWAY 229 AT OLDENBURG, ABOUT 0.1 MILE WEST OF TWO
 JZ2010'LARGE MAPLE TREES IN THE NORTH R/W FENCE LINE, 471 FEET EAST
 JZ2010'OF THE CENTER LINE OF A FIELD ENTRANCE AND A GATE IN THE NORTH
 JZ2010'R/W FENCE LINE, 164 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 JZ2010'T FENCE CORNER, 20.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JZ2010'8.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF THE FENCE
 JZ2010'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5
 JZ2010'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2010'PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0603 ***********************************************************************
 JZ0603  DESIGNATION -  K 265
 JZ0603  PID         -  JZ0603
 JZ0603  STATE/COUNTY-  IN/FRANKLIN
 JZ0603  COUNTRY     -  US
 JZ0603  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0603
 JZ0603                         *CURRENT SURVEY CONTROL
 JZ0603  ______________________________________________________________________
 JZ0603* NAD 83(1986) POSITION- 39 20 18.     (N) 084 57 20.     (W)   SCALED
 JZ0603* NAVD 88 ORTHO HEIGHT -   275.551 (meters)      904.04  (feet) ADJUSTED
 JZ0603  ______________________________________________________________________
 JZ0603  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ0603  DYNAMIC HEIGHT  -        275.385 (meters)      903.49  (feet) COMP
 JZ0603  MODELED GRAVITY -    980,015.1   (mgal)                       NAVD 88
 JZ0603
 JZ0603  VERT ORDER      -  SECOND    CLASS 0
 JZ0603
 JZ0603.The horizontal coordinates were scaled from a map and have
 JZ0603.an estimated accuracy of +/- 6 seconds.
 JZ0603
 JZ0603.The orthometric height was determined by differential leveling and
 JZ0603.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0603.in June 1991.
 JZ0603
 JZ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0603.GEOID18 height accuracy estimate available here.
 JZ0603
 JZ0603.Click photographs - Photos may exist for this station.
 JZ0603
 JZ0603.The dynamic height is computed by dividing the NAVD 88
 JZ0603.geopotential number by the normal gravity value computed on the
 JZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0603.degrees latitude (g = 980.6199 gals.).
 JZ0603
 JZ0603.The modeled gravity was interpolated from observed gravity values.
 JZ0603
 JZ0603;                    North         East    Units  Estimated Accuracy
 JZ0603;SPC IN E     -   454,300.      161,310.      MT  (+/- 180 meters Scaled)
 JZ0603
 JZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761563(NAD 83)
 JZ0603
 JZ0603                          SUPERSEDED SURVEY CONTROL
 JZ0603
 JZ0603  NGVD 29 (??/??/92)  275.740  (m)          904.66   (f) ADJ UNCH    2 0
 JZ0603
 JZ0603.Superseded values are not recommended for survey control.
 JZ0603
 JZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0603.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0603
 JZ0603_MARKER: DB = BENCH MARK DISK
 JZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0603_STAMPING: K 265 1947
 JZ0603_MARK LOGO: CGS
 JZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0603+STABILITY: SURFACE MOTION
 JZ0603
 JZ0603  HISTORY     - Date     Condition        Report By
 JZ0603  HISTORY     - 1947     MONUMENTED       CGS
 JZ0603
 JZ0603                          STATION DESCRIPTION
 JZ0603
 JZ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0603'1.9 MI S FROM CEDAR GROVE.
 JZ0603'1.9 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0603'CEDAR GROVE, 1.1 MILES NORTH OF THE CROSSROADS AT SOUTH GATE,
 JZ0603'0.15 MILE NORTH OF THE CREST OF A STEEP GRADE, ABOUT 10 YARDS
 JZ0603'NORTHWEST OF A ROCKY WASH IN A PASTURE, 23 FEET EAST OF THE
 JZ0603'CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF A 30-INCH BEECH
 JZ0603'TREE, 11 FEET SOUTHWEST OF A 12-INCH HICKORY TREE, 17.5 FEET
 JZ0603'SOUTH OF THE SOUTH END OF A RAIL FENCE AND ABOUT IN LINE WITH
 JZ0603'THE RAIL FENCE, 4.5 FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF
 JZ0603'A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE HIGHWAY
 JZ0603'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2139 ***********************************************************************
 JZ2139  DESIGNATION -  K 266
 JZ2139  PID         -  JZ2139
 JZ2139  STATE/COUNTY-  IN/DECATUR
 JZ2139  COUNTRY     -  US
 JZ2139  USGS QUAD   -  WALDRON (2019)
 JZ2139
 JZ2139                         *CURRENT SURVEY CONTROL
 JZ2139  ______________________________________________________________________
 JZ2139* NAD 83(1986) POSITION- 39 25 39.98   (N) 085 37 44.75   (W)   HD_HELD1
 JZ2139* NAVD 88 ORTHO HEIGHT -   261.342 (meters)      857.42  (feet) ADJUSTED
 JZ2139  ______________________________________________________________________
 JZ2139  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JZ2139  DYNAMIC HEIGHT  -        261.183 (meters)      856.90  (feet) COMP
 JZ2139  MODELED GRAVITY -    980,012.2   (mgal)                       NAVD 88
 JZ2139
 JZ2139  VERT ORDER      -  FIRST     CLASS II
 JZ2139
 JZ2139.The horizontal coordinates were determined by differentially corrected
 JZ2139.hand held GPS observations or other comparable positioning techniques
 JZ2139.and have an estimated accuracy of +/- 3 meters.
 JZ2139
 JZ2139.The orthometric height was determined by differential leveling and
 JZ2139.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2139.in June 1991.
 JZ2139
 JZ2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2139.GEOID18 height accuracy estimate available here.
 JZ2139
 JZ2139.Click photographs - Photos may exist for this station.
 JZ2139
 JZ2139.The dynamic height is computed by dividing the NAVD 88
 JZ2139.geopotential number by the normal gravity value computed on the
 JZ2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2139.degrees latitude (g = 980.6199 gals.).
 JZ2139
 JZ2139.The modeled gravity was interpolated from observed gravity values.
 JZ2139
 JZ2139;                    North         East    Units  Estimated Accuracy
 JZ2139;SPC IN E     -   463,986.5     103,234.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2139
 JZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1799265145(NAD 83)
 JZ2139
 JZ2139                          SUPERSEDED SURVEY CONTROL
 JZ2139
 JZ2139  NGVD 29 (??/??/92)  261.458  (m)          857.80   (f) ADJ UNCH    1 2
 JZ2139
 JZ2139.Superseded values are not recommended for survey control.
 JZ2139
 JZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2139.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2139
 JZ2139_MARKER: DB = BENCH MARK DISK
 JZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2139_STAMPING: K 266 1947
 JZ2139_MARK LOGO: CGS
 JZ2139_PROJECTION: PROJECTING 2 CENTIMETERS
 JZ2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2139+STABILITY: SURFACE MOTION
 JZ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2139+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2010
 JZ2139
 JZ2139  HISTORY     - Date     Condition        Report By
 JZ2139  HISTORY     - 1947     MONUMENTED       CGS
 JZ2139  HISTORY     - 1986     GOOD             NGS
 JZ2139  HISTORY     - 20101025 GOOD             INDNR
 JZ2139
 JZ2139                          STATION DESCRIPTION
 JZ2139
 JZ2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2139'AT ST PAUL.
 JZ2139'AT ST. PAUL, ABOUT 1 BLOCK SOUTHEAST ALONG THE NEW YORK CENTRAL
 JZ2139'RAILROAD FROM THE STATION, AT A BLACK TOP STREET CROSSING, 21
 JZ2139'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET SOUTHEAST OF THE
 JZ2139'CENTER LINE OF THE STREET, 25.5 FEET NORTHEAST OF THE CENTER LINE
 JZ2139'OF A STREET PARALELLING THE TRACK ON THE SOUTHWEST SIDE, 25.5
 JZ2139'FEET SOUTHEAST OF A FLASHER WARNING SIGNAL, 42.5 FEET NORTHWEST
 JZ2139'OF A TELEGRAPH POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JZ2139'POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 JZ2139'CONCRETE POST PROJECTING 5 INCHES.
 JZ2139
 JZ2139                          STATION RECOVERY (1986)
 JZ2139
 JZ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2139'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ST. PAUL,
 JZ2139'AT THE INTERSECTION OF SOUTH WEBSTER STREET AND THE CONRAIL RAILROAD,
 JZ2139'14.7 M (48.2 FT) SOUTHEAST OF THE CENTER OF THE STREET, 7.8 M (25.6
 JZ2139'FT) NORTHEAST OF THE CENTER OF EAST WASHINGTON STREET, 6.4 M (21.0 FT)
 JZ2139'SOUTHWEST OF THE NEAR RAIL, AND 1.7 M (5.6 FT) SOUTH OF THE NORTHWEST
 JZ2139'CORNER OF A SIGNAL CONTROL BOX.
 JZ2139'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JZ2139
 JZ2139                          STATION RECOVERY (2010)
 JZ2139
 JZ2139'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2139'THE RAILROAD IS NOW THE CENTRAL RAILROAD OF INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2254 ***********************************************************************
 JZ2254  DESIGNATION -  K 267
 JZ2254  PID         -  JZ2254
 JZ2254  STATE/COUNTY-  IN/SHELBY
 JZ2254  COUNTRY     -  US
 JZ2254  USGS QUAD   -  HOPE (2019)
 JZ2254
 JZ2254                         *CURRENT SURVEY CONTROL
 JZ2254  ______________________________________________________________________
 JZ2254* NAD 83(1986) POSITION- 39 21 53.     (N) 085 46 12.     (W)   SCALED
 JZ2254* NAVD 88 ORTHO HEIGHT -   220.065 (meters)      722.00  (feet) ADJUSTED
 JZ2254  ______________________________________________________________________
 JZ2254  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2254  DYNAMIC HEIGHT  -        219.931 (meters)      721.56  (feet) COMP
 JZ2254  MODELED GRAVITY -    980,015.4   (mgal)                       NAVD 88
 JZ2254
 JZ2254  VERT ORDER      -  SECOND    CLASS 0
 JZ2254
 JZ2254.The horizontal coordinates were scaled from a map and have
 JZ2254.an estimated accuracy of +/- 6 seconds.
 JZ2254
 JZ2254.The orthometric height was determined by differential leveling and
 JZ2254.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2254.in June 1991.
 JZ2254
 JZ2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2254.GEOID18 height accuracy estimate available here.
 JZ2254
 JZ2254.Click photographs - Photos may exist for this station.
 JZ2254
 JZ2254.The dynamic height is computed by dividing the NAVD 88
 JZ2254.geopotential number by the normal gravity value computed on the
 JZ2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2254.degrees latitude (g = 980.6199 gals.).
 JZ2254
 JZ2254.The modeled gravity was interpolated from observed gravity values.
 JZ2254
 JZ2254;                    North         East    Units  Estimated Accuracy
 JZ2254;SPC IN E     -   456,990.       91,100.      MT  (+/- 180 meters Scaled)
 JZ2254
 JZ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059579(NAD 83)
 JZ2254
 JZ2254                          SUPERSEDED SURVEY CONTROL
 JZ2254
 JZ2254  NGVD 29 (??/??/92)  220.182  (m)          722.38   (f) ADJ UNCH    2 0
 JZ2254
 JZ2254.Superseded values are not recommended for survey control.
 JZ2254
 JZ2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2254.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2254
 JZ2254_MARKER: DB = BENCH MARK DISK
 JZ2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2254_STAMPING: K 267 1947
 JZ2254_MARK LOGO: CGS
 JZ2254_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2254+STABILITY: SURFACE MOTION
 JZ2254
 JZ2254  HISTORY     - Date     Condition        Report By
 JZ2254  HISTORY     - 1947     MONUMENTED       CGS
 JZ2254
 JZ2254                          STATION DESCRIPTION
 JZ2254
 JZ2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2254'0.4 MI W FROM NORRISTOWN.
 JZ2254'ABOUT 0.35 MILE WEST ALONG THE FLAT ROCK ROAD FROM THE UNION
 JZ2254'CHURCH AT NORRISTOWN, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 JZ2254'WITH A NORTH-SOUTH ROAD, 14.5 FEET SOUTH OF THE CENTER LINE OF
 JZ2254'THE ROAD LEADING EAST, 25 FEET EAST OF THE CENTER LINE OF THE
 JZ2254'NORTH-SOUTH ROAD, 18 FEET WEST OF POWER POLE 207-895, 1.5 FEET
 JZ2254'NORTH OF A FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 JZ2254'POST, 1 FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A
 JZ2254'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2225 ***********************************************************************
 JZ2225  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2225  DESIGNATION -  K 268
 JZ2225  PID         -  JZ2225
 JZ2225  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2225  COUNTRY     -  US
 JZ2225  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2225
 JZ2225                         *CURRENT SURVEY CONTROL
 JZ2225  ______________________________________________________________________
 JZ2225* NAD 83(2011) POSITION- 39 13 26.47024(N) 085 50 24.88052(W)   ADJUSTED
 JZ2225* NAD 83(2011) ELLIP HT-   160.378 (meters)        (06/27/12)   ADJUSTED
 JZ2225* NAD 83(2011) EPOCH   -  2010.00
 JZ2225* NAVD 88 ORTHO HEIGHT -   194.349 (meters)      637.63  (feet) ADJUSTED
 JZ2225  ______________________________________________________________________
 JZ2225  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ2225  NAD 83(2011) X  -    358,899.143 (meters)                     COMP
 JZ2225  NAD 83(2011) Y  - -4,934,728.545 (meters)                     COMP
 JZ2225  NAD 83(2011) Z  -  4,011,715.499 (meters)                     COMP
 JZ2225  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 JZ2225  DYNAMIC HEIGHT  -        194.229 (meters)      637.23  (feet) COMP
 JZ2225  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 JZ2225
 JZ2225  VERT ORDER      -  SECOND    CLASS 0
 JZ2225
 JZ2225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2225  Standards:
 JZ2225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2225  -------------------------------------------------------------------
 JZ2225  NETWORK    0.76   1.74           0.35   0.25   0.89     -0.05583716
 JZ2225  -------------------------------------------------------------------
 JZ2225  Click here for local accuracies and other accuracy information.
 JZ2225
 JZ2225.The horizontal coordinates were established by GPS observations
 JZ2225.and adjusted by the National Geodetic Survey in June 2012.
 JZ2225
 JZ2225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2225.been affixed to the stable North American tectonic plate. See 
 JZ2225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2225
 JZ2225.The horizontal coordinates are valid at the epoch date displayed above
 JZ2225.which is a decimal equivalence of Year/Month/Day.
 JZ2225
 JZ2225.The orthometric height was determined by differential leveling and
 JZ2225.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2225.in June 1991.
 JZ2225
 JZ2225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2225.GEOID18 height accuracy estimate available here.
 JZ2225
 JZ2225.Click photographs - Photos may exist for this station.
 JZ2225
 JZ2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2225
 JZ2225.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2225
 JZ2225.The ellipsoidal height was determined by GPS observations
 JZ2225.and is referenced to NAD 83.
 JZ2225
 JZ2225.The dynamic height is computed by dividing the NAVD 88
 JZ2225.geopotential number by the normal gravity value computed on the
 JZ2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2225.degrees latitude (g = 980.6199 gals.).
 JZ2225
 JZ2225.The modeled gravity was interpolated from observed gravity values.
 JZ2225
 JZ2225. The following values were computed from the NAD 83(2011) position.
 JZ2225
 JZ2225;                    North         East     Units Scale Factor Converg.
 JZ2225;SPC IN E     -   441,379.933    85,011.594   MT  0.99996943   -0 06 35.1
 JZ2225;SPC IN E     - 1,448,094.00    278,908.87   sFT  0.99996943   -0 06 35.1
 JZ2225;UTM  16      - 4,342,277.487   600,109.197   MT  0.99972340   +0 44 00.4
 JZ2225
 JZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2225!SPC IN E     -   0.99997484  x   0.99996943  =   0.99994427
 JZ2225!UTM  16      -   0.99997484  x   0.99972340  =   0.99969825
 JZ2225
 JZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0010942277(NAD 83)
 JZ2225
 JZ2225                          SUPERSEDED SURVEY CONTROL
 JZ2225
 JZ2225  NAD 83(2007)-  39 13 26.47033(N)    085 50 24.88145(W) AD(2002.00) 0
 JZ2225  ELLIP H (02/10/07)  160.400  (m)                       GP(2002.00)    
 JZ2225  NAD 83(1997)-  39 13 26.47053(N)    085 50 24.88135(W) AD(       ) B
 JZ2225  ELLIP H (04/10/98)  160.415  (m)                       GP(       ) 4 1
 JZ2225  NAVD 88             194.35   (m)          637.6    (f) LEVELING    3  
 JZ2225  NGVD 29 (??/??/92)  194.472  (m)          638.03   (f) ADJ UNCH    2 0
 JZ2225
 JZ2225.Superseded values are not recommended for survey control.
 JZ2225
 JZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2225.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2225
 JZ2225_MARKER: DB = BENCH MARK DISK
 JZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2225_STAMPING: K 268 1947
 JZ2225_MARK LOGO: CGS
 JZ2225_PROJECTION: FLUSH
 JZ2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2225+STABILITY: SURFACE MOTION
 JZ2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2225+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2022
 JZ2225
 JZ2225  HISTORY     - Date     Condition        Report By
 JZ2225  HISTORY     - 1947     MONUMENTED       CGS
 JZ2225  HISTORY     - 19970819 GOOD             SEC
 JZ2225  HISTORY     - 20010529 GOOD             WOOLPT
 JZ2225  HISTORY     - 20100317 GOOD             AEROME
 JZ2225  HISTORY     - 20100908 GOOD             INDIV
 JZ2225  HISTORY     - 20110706 GOOD             INDIV
 JZ2225  HISTORY     - 20220610 GOOD             INDOT
 JZ2225
 JZ2225                          STATION DESCRIPTION
 JZ2225
 JZ2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2225'1.1 MI W FROM PETERSVILLE.
 JZ2225'ABOUT 1.1 MILE WEST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2225'AT PETERSVILLE, ABOUT 35 YARDS NORTHEAST AND ACROSS THE HIGHWAY
 JZ2225'FROM A SINCLAIR SERVICE STATION AND STORE, AT THE JUNCTION WITH
 JZ2225'A FARM ROAD LEADING NORTH TO GEORGE ROBERTSONS FARM HOUSE, 30
 JZ2225'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE
 JZ2225'CENTER LINE OF THE FARM ROAD, 8 FEET WEST OF A CONCRETE FENCE
 JZ2225'POST, 88 FEET EAST OF TELEPHONE POLE NUMBER 104, 1 FOOT SOUTH
 JZ2225'OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JZ2225'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2225'POST PROJECTING ABOUT 5 INCHES.
 JZ2225
 JZ2225                          STATION RECOVERY (1997)
 JZ2225
 JZ2225'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2225'THE STATION IS LOCATED AT 5.95 KM (3.70 MI) WEST OF THE JUNCTION OF
 JZ2225'STATE ROAD 9 AND HIGHWAY 46, ALONG THE NORTH SIDE OF HIGHWAY 46, WEST
 JZ2225'OF A DRIVEWAY AND ACROSS FROM BUSHS MARKET.  OWNERSHIP--STATE OF
 JZ2225'INDIANA.  CONTACT IS HENRY ALDRIDGE, 317-232-6764, INDOT.  IT IS 7.62
 JZ2225'METERS (25.00 FT) WEST OF THE CENTER OF A DRIVEWAY ENTRANCE TO
 JZ2225'PROPERTY OWNED BY TIM ECKLEMAN, 9.14 METERS (29.99 FT) NORTH OF
 JZ2225'HIGHWAY 46 CENTERLINE, 2.26 METERS (7.41 FT) WEST OF THE CENTER OF A
 JZ2225'CONCRETE GATE POST WEST OF THE DRIVEWAY, 26.76 METERS (87.80 FT) EAST
 JZ2225'OF A TELEPHONE POLE, FLUSH WITH GROUND AND ABOUT 6 INCHES BELOW THE
 JZ2225'LEVEL OF THE ROAD.
 JZ2225
 JZ2225                          STATION RECOVERY (2001)
 JZ2225
 JZ2225'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 JZ2225'RECOVERED AS DESCRIBED.
 JZ2225'
 JZ2225
 JZ2225                          STATION RECOVERY (2010)
 JZ2225
 JZ2225'RECOVERY NOTE BY AERO METRIC INC 2010
 JZ2225'RECOVERED IN GOOD CONDITION.
 JZ2225
 JZ2225                          STATION RECOVERY (2010)
 JZ2225
 JZ2225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (ABC)
 JZ2225'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JZ2225
 JZ2225                          STATION RECOVERY (2011)
 JZ2225
 JZ2225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2225'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JZ2225
 JZ2225                          STATION RECOVERY (2022)
 JZ2225
 JZ2225'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2593 ***********************************************************************
 JZ2593  DESIGNATION -  K 269
 JZ2593  PID         -  JZ2593
 JZ2593  STATE/COUNTY-  IN/SHELBY
 JZ2593  COUNTRY     -  US
 JZ2593  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2593
 JZ2593                         *CURRENT SURVEY CONTROL
 JZ2593  ______________________________________________________________________
 JZ2593* NAD 83(1986) POSITION- 39 30 16.     (N) 085 46 49.     (W)   SCALED
 JZ2593* NAVD 88 ORTHO HEIGHT -   231.022 (meters)      757.94  (feet) ADJUSTED
 JZ2593  ______________________________________________________________________
 JZ2593  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 JZ2593  DYNAMIC HEIGHT  -        230.886 (meters)      757.50  (feet) COMP
 JZ2593  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 JZ2593
 JZ2593  VERT ORDER      -  FIRST     CLASS II
 JZ2593
 JZ2593.The horizontal coordinates were scaled from a map and have
 JZ2593.an estimated accuracy of +/- 6 seconds.
 JZ2593
 JZ2593.The orthometric height was determined by differential leveling and
 JZ2593.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2593.in June 1991.
 JZ2593
 JZ2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2593.GEOID18 height accuracy estimate available here.
 JZ2593
 JZ2593.Click photographs - Photos may exist for this station.
 JZ2593
 JZ2593.The dynamic height is computed by dividing the NAVD 88
 JZ2593.geopotential number by the normal gravity value computed on the
 JZ2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2593.degrees latitude (g = 980.6199 gals.).
 JZ2593
 JZ2593.The modeled gravity was interpolated from observed gravity values.
 JZ2593
 JZ2593;                    North         East    Units  Estimated Accuracy
 JZ2593;SPC IN E     -   472,500.       90,230.      MT  (+/- 180 meters Scaled)
 JZ2593
 JZ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ048734(NAD 83)
 JZ2593
 JZ2593                          SUPERSEDED SURVEY CONTROL
 JZ2593
 JZ2593  NGVD 29 (??/??/92)  231.133  (m)          758.31   (f) ADJ UNCH    1 2
 JZ2593
 JZ2593.Superseded values are not recommended for survey control.
 JZ2593
 JZ2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2593.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2593
 JZ2593_MARKER: DB = BENCH MARK DISK
 JZ2593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2593_SP_SET: CULVERT HEADWALL
 JZ2593_STAMPING: K 269 1947
 JZ2593_MARK LOGO: CGS
 JZ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2593+STABILITY: SURFACE MOTION
 JZ2593
 JZ2593  HISTORY     - Date     Condition        Report By
 JZ2593  HISTORY     - 1947     MONUMENTED       CGS
 JZ2593  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2593
 JZ2593                          STATION DESCRIPTION
 JZ2593
 JZ2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2593'1.3 MI S FROM SHELBYVILLE.
 JZ2593'ABOUT 1.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2593'VINE TOWER AT SHELBYVILLE, IN THE SOUTHWEST ANGLE OF THE
 JZ2593'CROSSING OF AN EAST-WEST TAR ROAD, SET IN THE TOP OF THE WEST
 JZ2593'END OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE CULVERT UNDER THE
 JZ2593'ROAD, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST
 JZ2593'OF THE WEST RAIL OF THE MAIN TRACK, 1 FOOT ABOVE TRACK LEVEL.
 JZ2593
 JZ2593                          STATION RECOVERY (2013)
 JZ2593
 JZ2593'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0438 ***********************************************************************
 LB0438  DESIGNATION -  K 27
 LB0438  PID         -  LB0438
 LB0438  STATE/COUNTY-  IN/CLINTON
 LB0438  COUNTRY     -  US
 LB0438  USGS QUAD   -  HILLISBURG (2019)
 LB0438
 LB0438                         *CURRENT SURVEY CONTROL
 LB0438  ______________________________________________________________________
 LB0438* NAD 83(1986) POSITION- 40 22 25.     (N) 086 19 55.     (W)   SCALED
 LB0438* NAVD 88 ORTHO HEIGHT -   268.921 (meters)      882.29  (feet) ADJUSTED
 LB0438  ______________________________________________________________________
 LB0438  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 LB0438  DYNAMIC HEIGHT  -        268.779 (meters)      881.82  (feet) COMP
 LB0438  MODELED GRAVITY -    980,089.0   (mgal)                       NAVD 88
 LB0438
 LB0438  VERT ORDER      -  SECOND    CLASS 0
 LB0438
 LB0438.The horizontal coordinates were scaled from a map and have
 LB0438.an estimated accuracy of +/- 6 seconds.
 LB0438
 LB0438.The orthometric height was determined by differential leveling and
 LB0438.adjusted by the NATIONAL GEODETIC SURVEY
 LB0438.in June 1991.
 LB0438
 LB0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0438.GEOID18 height accuracy estimate available here.
 LB0438
 LB0438.Click photographs - Photos may exist for this station.
 LB0438
 LB0438.The dynamic height is computed by dividing the NAVD 88
 LB0438.geopotential number by the normal gravity value computed on the
 LB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0438.degrees latitude (g = 980.6199 gals.).
 LB0438
 LB0438.The modeled gravity was interpolated from observed gravity values.
 LB0438
 LB0438;                    North         East    Units  Estimated Accuracy
 LB0438;SPC IN W     -   569,270.      963,810.      MT  (+/- 180 meters Scaled)
 LB0438
 LB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK567694(NAD 83)
 LB0438
 LB0438                          SUPERSEDED SURVEY CONTROL
 LB0438
 LB0438  NGVD 29 (??/??/92)  269.031  (m)          882.65   (f) ADJ UNCH    2 0
 LB0438
 LB0438.Superseded values are not recommended for survey control.
 LB0438
 LB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0438.See file dsdata.pdf to determine how the superseded data were derived.
 LB0438
 LB0438_MARKER: DB = BENCH MARK DISK
 LB0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0438_STAMPING: K 27 1934
 LB0438_MARK LOGO: CGS
 LB0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0438+STABILITY: SURFACE MOTION
 LB0438
 LB0438  HISTORY     - Date     Condition        Report By
 LB0438  HISTORY     - 1934     MONUMENTED       CGS
 LB0438  HISTORY     - 1946     GOOD             CGS
 LB0438
 LB0438                          STATION DESCRIPTION
 LB0438
 LB0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0438'AT FOREST.
 LB0438'AT FOREST, ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LB0438'SET IN THE SOUTH QUARTER OF THE CROSSROADS ON THE SOUTHWEST SIDE
 LB0438'OF THE STATION, 133 FEET SOUTHWEST AND ACROSS THE STREET FROM
 LB0438'THE SOUTHWEST CORNER OF THE STATION, 80 FEET SOUTH AND ACROSS
 LB0438'THE TRACKS FROM THE SOUTHEAST CORNER OF THE SELLERS GRAIN CO.
 LB0438'OFFICE, 17.5 FEET NORTHEAST OF THE SOUTHWEST WARNING (CROSSING)
 LB0438'SIGN, 11.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 LB0438'5 FEET NORTHWEST OF THE SECOND POLE NORTHEAST OF POLE NO. 194/30,
 LB0438'ABOUT 1 FOOT BELOW THE RAIL, AND SET IN THE TOP OF A CONCRETE
 LB0438'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2162 ***********************************************************************
 JZ2162  DESIGNATION -  K 270
 JZ2162  PID         -  JZ2162
 JZ2162  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2162  COUNTRY     -  US
 JZ2162  USGS QUAD   -  GRAMMER (2019)
 JZ2162
 JZ2162                         *CURRENT SURVEY CONTROL
 JZ2162  ______________________________________________________________________
 JZ2162* NAD 83(1986) POSITION- 39 07 49.     (N) 085 43 28.     (W)   SCALED
 JZ2162* NAVD 88 ORTHO HEIGHT -   220.025 (meters)      721.87  (feet) ADJUSTED
 JZ2162  ______________________________________________________________________
 JZ2162  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2162  DYNAMIC HEIGHT  -        219.887 (meters)      721.41  (feet) COMP
 JZ2162  MODELED GRAVITY -    979,997.9   (mgal)                       NAVD 88
 JZ2162
 JZ2162  VERT ORDER      -  SECOND    CLASS 0
 JZ2162
 JZ2162.The horizontal coordinates were scaled from a map and have
 JZ2162.an estimated accuracy of +/- 6 seconds.
 JZ2162
 JZ2162.The orthometric height was determined by differential leveling and
 JZ2162.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2162.in June 1991.
 JZ2162
 JZ2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2162.GEOID18 height accuracy estimate available here.
 JZ2162
 JZ2162.Click photographs - Photos may exist for this station.
 JZ2162
 JZ2162.The dynamic height is computed by dividing the NAVD 88
 JZ2162.geopotential number by the normal gravity value computed on the
 JZ2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2162.degrees latitude (g = 980.6199 gals.).
 JZ2162
 JZ2162.The modeled gravity was interpolated from observed gravity values.
 JZ2162
 JZ2162;                    North         East    Units  Estimated Accuracy
 JZ2162;SPC IN E     -   430,960.       95,000.      MT  (+/- 180 meters Scaled)
 JZ2162
 JZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102320(NAD 83)
 JZ2162
 JZ2162                          SUPERSEDED SURVEY CONTROL
 JZ2162
 JZ2162  NGVD 29 (??/??/92)  220.146  (m)          722.26   (f) ADJ UNCH    2 0
 JZ2162
 JZ2162.Superseded values are not recommended for survey control.
 JZ2162
 JZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2162.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2162
 JZ2162_MARKER: DB = BENCH MARK DISK
 JZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2162_STAMPING: K 270 1947
 JZ2162_MARK LOGO: CGS
 JZ2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2162+STABILITY: SURFACE MOTION
 JZ2162
 JZ2162  HISTORY     - Date     Condition        Report By
 JZ2162  HISTORY     - 1947     MONUMENTED       CGS
 JZ2162
 JZ2162                          STATION DESCRIPTION
 JZ2162
 JZ2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2162'1.4 MI S FROM GRAMMER.
 JZ2162'ABOUT 1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2162'GRAMMER, SET IN THE NORTHWEST ANGLE OF THE JENNINGS-BARTHOLOMEW
 JZ2162'COUNTY LINE CROSS ROAD, 28.5 FEET WEST OF THE CENTER LINE OF
 JZ2162'THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE COUNTY LINE ROAD,
 JZ2162'13 FEET WEST OF A 3-INCH IRON PIPE CORNER FENCE POST, 1 FOOT
 JZ2162'SOUTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2162'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ2162'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2098 ***********************************************************************
 JZ2098  DESIGNATION -  K 271
 JZ2098  PID         -  JZ2098
 JZ2098  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2098  COUNTRY     -  US
 JZ2098  USGS QUAD   -  AZALIA (2019)
 JZ2098
 JZ2098                         *CURRENT SURVEY CONTROL
 JZ2098  ______________________________________________________________________
 JZ2098* NAD 83(1986) POSITION- 39 07 05.35   (N) 085 51 18.72   (W)   HD_HELD1
 JZ2098* NAVD 88 ORTHO HEIGHT -   183.947 (meters)      603.50  (feet) ADJUSTED
 JZ2098  ______________________________________________________________________
 JZ2098  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ2098  DYNAMIC HEIGHT  -        183.833 (meters)      603.13  (feet) COMP
 JZ2098  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 JZ2098
 JZ2098  VERT ORDER      -  SECOND    CLASS 0
 JZ2098
 JZ2098.The horizontal coordinates were determined by differentially corrected
 JZ2098.hand held GPS observations or other comparable positioning techniques
 JZ2098.and have an estimated accuracy of +/- 3 meters.
 JZ2098
 JZ2098.The orthometric height was determined by differential leveling and
 JZ2098.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2098.in June 1991.
 JZ2098
 JZ2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2098.GEOID18 height accuracy estimate available here.
 JZ2098
 JZ2098.Click photographs - Photos may exist for this station.
 JZ2098
 JZ2098.The dynamic height is computed by dividing the NAVD 88
 JZ2098.geopotential number by the normal gravity value computed on the
 JZ2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2098.degrees latitude (g = 980.6199 gals.).
 JZ2098
 JZ2098.The modeled gravity was interpolated from observed gravity values.
 JZ2098
 JZ2098;                    North         East    Units  Estimated Accuracy
 JZ2098;SPC IN E     -   429,629.7      83,695.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2098
 JZ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9896630512(NAD 83)
 JZ2098
 JZ2098                          SUPERSEDED SURVEY CONTROL
 JZ2098
 JZ2098  NGVD 29 (??/??/92)  184.070  (m)          603.90   (f) ADJ UNCH    2 0
 JZ2098
 JZ2098.Superseded values are not recommended for survey control.
 JZ2098
 JZ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2098.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2098
 JZ2098_MARKER: DB = BENCH MARK DISK
 JZ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2098_STAMPING: K 271 1947
 JZ2098_MARK LOGO: CGS
 JZ2098_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2098+STABILITY: SURFACE MOTION
 JZ2098
 JZ2098  HISTORY     - Date     Condition        Report By
 JZ2098  HISTORY     - 1947     MONUMENTED       CGS
 JZ2098  HISTORY     - 20220819 MARK NOT FOUND   INDOT
 JZ2098
 JZ2098                          STATION DESCRIPTION
 JZ2098
 JZ2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2098'1.9 MI N FROM AZALIA.
 JZ2098'ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 JZ2098'AZALIA, THENCE ABOUT 0.1 MILE WEST AND 0.3 MILE NORTH ALONG
 JZ2098'GRAVEL ROADS, AT THE CROSSING OF THE ABANDONED INTERSTATE PUBLIC
 JZ2098'SERVICE CO. RAILWAY, 16.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2098'ROAD, 3 FEET NORTH OF POWER POLE NO. 825/2202, IN LINE WITH THE
 JZ2098'ROW OF POLES, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2098'LEVEL WITH THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2098'PROJECTING 5 INCHES.
 JZ2098
 JZ2098                          STATION RECOVERY (2022)
 JZ2098
 JZ2098'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2098'MARKS WAS NOT FOUND.  IT APPEARS TO HAVE BEEN OBLITERATED BY FARMING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1832 ***********************************************************************
 JZ1832  DESIGNATION -  K 272
 JZ1832  PID         -  JZ1832
 JZ1832  STATE/COUNTY-  IN/FRANKLIN
 JZ1832  COUNTRY     -  US
 JZ1832  USGS QUAD   -  NEW POINT (2019)
 JZ1832
 JZ1832                         *CURRENT SURVEY CONTROL
 JZ1832  ______________________________________________________________________
 JZ1832* NAD 83(1986) POSITION- 39 18 17.     (N) 085 17 37.     (W)   SCALED
 JZ1832* NAVD 88 ORTHO HEIGHT -   298.804 (meters)      980.33  (feet) ADJUSTED
 JZ1832  ______________________________________________________________________
 JZ1832  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ1832  DYNAMIC HEIGHT  -        298.617 (meters)      979.71  (feet) COMP
 JZ1832  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 JZ1832
 JZ1832  VERT ORDER      -  FIRST     CLASS II
 JZ1832
 JZ1832.The horizontal coordinates were scaled from a map and have
 JZ1832.an estimated accuracy of +/- 6 seconds.
 JZ1832
 JZ1832.The orthometric height was determined by differential leveling and
 JZ1832.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1832.in June 1991.
 JZ1832
 JZ1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1832.GEOID18 height accuracy estimate available here.
 JZ1832
 JZ1832.Click photographs - Photos may exist for this station.
 JZ1832
 JZ1832.The dynamic height is computed by dividing the NAVD 88
 JZ1832.geopotential number by the normal gravity value computed on the
 JZ1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1832.degrees latitude (g = 980.6199 gals.).
 JZ1832
 JZ1832.The modeled gravity was interpolated from observed gravity values.
 JZ1832
 JZ1832;                    North         East    Units  Estimated Accuracy
 JZ1832;SPC IN E     -   450,390.      132,180.      MT  (+/- 180 meters Scaled)
 JZ1832
 JZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471519(NAD 83)
 JZ1832
 JZ1832                          SUPERSEDED SURVEY CONTROL
 JZ1832
 JZ1832  NGVD 29 (??/??/92)  298.938  (m)          980.77   (f) ADJ UNCH    1 2
 JZ1832
 JZ1832.Superseded values are not recommended for survey control.
 JZ1832
 JZ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1832.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1832
 JZ1832_MARKER: DB = BENCH MARK DISK
 JZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1832_STAMPING: K 272 1947
 JZ1832_MARK LOGO: CGS
 JZ1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1832+STABILITY: SURFACE MOTION
 JZ1832
 JZ1832  HISTORY     - Date     Condition        Report By
 JZ1832  HISTORY     - 1947     MONUMENTED       CGS
 JZ1832  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1832
 JZ1832                          STATION DESCRIPTION
 JZ1832
 JZ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1832'2 MI SE FROM NEW POINT.
 JZ1832'ABOUT 2.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1832'FROM THE STATION AT DECATUR, AT A NORTH-SOUTH GRAVEL ROAD
 JZ1832'CROSSING, ABOUT 12 RAILS EAST OF MILE POST 52, 38 FEET NORTH
 JZ1832'OF THE NORTH RAIL, 20 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 JZ1832'ROAD, 61.5 FEET WEST OF POLE 51/49, 4 FEET EAST OF A CONCRETE
 JZ1832'FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST
 JZ1832'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE TRACK
 JZ1832'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1832
 JZ1832                          STATION RECOVERY (1986)
 JZ1832
 JZ1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1832'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0535 ***********************************************************************
 JZ0535  DESIGNATION -  K 273
 JZ0535  PID         -  JZ0535
 JZ0535  STATE/COUNTY-  IN/DEARBORN
 JZ0535  COUNTRY     -  US
 JZ0535  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0535
 JZ0535                         *CURRENT SURVEY CONTROL
 JZ0535  ______________________________________________________________________
 JZ0535* NAD 83(1986) POSITION- 39 07 23.     (N) 084 50 50.     (W)   SCALED
 JZ0535* NAVD 88 ORTHO HEIGHT -   149.055 (meters)      489.02  (feet) ADJUSTED
 JZ0535  ______________________________________________________________________
 JZ0535  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ0535  DYNAMIC HEIGHT  -        148.962 (meters)      488.72  (feet) COMP
 JZ0535  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JZ0535
 JZ0535  VERT ORDER      -  FIRST     CLASS II
 JZ0535
 JZ0535.The horizontal coordinates were scaled from a map and have
 JZ0535.an estimated accuracy of +/- 6 seconds.
 JZ0535
 JZ0535.The orthometric height was determined by differential leveling and
 JZ0535.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0535.in June 1991.
 JZ0535
 JZ0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0535.GEOID18 height accuracy estimate available here.
 JZ0535
 JZ0535.Click photographs - Photos may exist for this station.
 JZ0535
 JZ0535.The dynamic height is computed by dividing the NAVD 88
 JZ0535.geopotential number by the normal gravity value computed on the
 JZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0535.degrees latitude (g = 980.6199 gals.).
 JZ0535
 JZ0535.The modeled gravity was interpolated from observed gravity values.
 JZ0535
 JZ0535;                    North         East    Units  Estimated Accuracy
 JZ0535;SPC IN E     -   430,480.      170,860.      MT  (+/- 180 meters Scaled)
 JZ0535
 JZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860326(NAD 83)
 JZ0535
 JZ0535                          SUPERSEDED SURVEY CONTROL
 JZ0535
 JZ0535  NGVD 29 (??/??/92)  149.263  (m)          489.71   (f) ADJ UNCH    1 2
 JZ0535
 JZ0535.Superseded values are not recommended for survey control.
 JZ0535
 JZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0535.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0535
 JZ0535_MARKER: DB = BENCH MARK DISK
 JZ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0535_STAMPING: K 273 1947
 JZ0535_MARK LOGO: CGS
 JZ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0535+STABILITY: SURFACE MOTION
 JZ0535
 JZ0535  HISTORY     - Date     Condition        Report By
 JZ0535  HISTORY     - 1947     MONUMENTED       CGS
 JZ0535  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0535  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0535
 JZ0535                          STATION DESCRIPTION
 JZ0535
 JZ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0535'2 MI NE FROM LAWRENCEBURG.
 JZ0535'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION
 JZ0535'OF WALNUT STREET AT LAWRENCEBURG, AT THE CROSSING OF A BRANCH
 JZ0535'TRACK TO THE NEW YORK CENTRAL RAILROAD, ABOUT 0.6 MILE SOUTH
 JZ0535'ALONG THE TRACK FROM THE STATION AT LAWRENCEBURG JUNCTION, 25
 JZ0535'FEET EAST OF THE EAST EDGE OF THE HIGHWAY, 11 FEET SOUTHWEST OF
 JZ0535'THE SOUTHWEST RAIL, 59 FEET SOUTH-SOUTHEAST OF A SIGNAL WARNING
 JZ0535'FLASHER LIGHT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ0535'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0535'PROJECTING 3 INCHES.
 JZ0535
 JZ0535                          STATION RECOVERY (1977)
 JZ0535
 JZ0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0535'MARK NOT FOUND.
 JZ0535
 JZ0535                          STATION RECOVERY (1986)
 JZ0535
 JZ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0932 ***********************************************************************
 JZ0932  DESIGNATION -  K 274
 JZ0932  PID         -  JZ0932
 JZ0932  STATE/COUNTY-  IN/FRANKLIN
 JZ0932  COUNTRY     -  US
 JZ0932  USGS QUAD   -  HARRISON (2016)
 JZ0932
 JZ0932                         *CURRENT SURVEY CONTROL
 JZ0932  ______________________________________________________________________
 JZ0932* NAD 83(1986) POSITION- 39 18 57.     (N) 084 50 48.     (W)   SCALED
 JZ0932* NAVD 88 ORTHO HEIGHT -   202.469 (meters)      664.27  (feet) ADJUSTED
 JZ0932  ______________________________________________________________________
 JZ0932  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 JZ0932  DYNAMIC HEIGHT  -        202.350 (meters)      663.88  (feet) COMP
 JZ0932  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 JZ0932
 JZ0932  VERT ORDER      -  SECOND    CLASS 0
 JZ0932
 JZ0932.The horizontal coordinates were scaled from a map and have
 JZ0932.an estimated accuracy of +/- 6 seconds.
 JZ0932
 JZ0932.The orthometric height was determined by differential leveling and
 JZ0932.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0932.in June 1991.
 JZ0932
 JZ0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0932.GEOID18 height accuracy estimate available here.
 JZ0932
 JZ0932.Click photographs - Photos may exist for this station.
 JZ0932
 JZ0932.The dynamic height is computed by dividing the NAVD 88
 JZ0932.geopotential number by the normal gravity value computed on the
 JZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0932.degrees latitude (g = 980.6199 gals.).
 JZ0932
 JZ0932.The modeled gravity was interpolated from observed gravity values.
 JZ0932
 JZ0932;                    North         East    Units  Estimated Accuracy
 JZ0932;SPC IN E     -   451,880.      170,720.      MT  (+/- 180 meters Scaled)
 JZ0932
 JZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856540(NAD 83)
 JZ0932
 JZ0932                          SUPERSEDED SURVEY CONTROL
 JZ0932
 JZ0932  NGVD 29 (??/??/92)  202.656  (m)          664.88   (f) ADJ UNCH    2 0
 JZ0932
 JZ0932.Superseded values are not recommended for survey control.
 JZ0932
 JZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0932.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0932
 JZ0932_MARKER: DB = BENCH MARK DISK
 JZ0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0932_SP_SET: BRIDGE SEAT
 JZ0932_STAMPING: K 274 1947
 JZ0932_MARK LOGO: CGS
 JZ0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0932
 JZ0932  HISTORY     - Date     Condition        Report By
 JZ0932  HISTORY     - 1947     MONUMENTED       CGS
 JZ0932
 JZ0932                          STATION DESCRIPTION
 JZ0932
 JZ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0932'AT ROCKDALE.
 JZ0932'AT ROCKDALE, AT THE SOUTH EDGE OF TOWN, ABOUT 75 YARDS SOUTHWEST
 JZ0932'AND ACROSS A BLACK TOP ROAD FROM THE UNITED BRETHREN CHURCH, SET
 JZ0932'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 JZ0932'BRIDGE SEAT OF A STEEL BRIDGE OVER A CREEK ON A GRAVEL ROAD
 JZ0932'LEADING SOUTHWEST, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JZ0932'BLACK TOP ROAD, 9.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ0932'GRAVEL ROAD, AND ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0092 ***********************************************************************
 HB0092  DESIGNATION -  K 275
 HB0092  PID         -  HB0092
 HB0092  STATE/COUNTY-  IN/POSEY
 HB0092  COUNTRY     -  US
 HB0092  USGS QUAD   -  EMMA (2018)
 HB0092
 HB0092                         *CURRENT SURVEY CONTROL
 HB0092  ______________________________________________________________________
 HB0092* NAD 83(1986) POSITION- 37 53 19.     (N) 088 00 39.     (W)   SCALED
 HB0092* NAVD 88 ORTHO HEIGHT -   110.003 (meters)      360.90  (feet) ADJUSTED
 HB0092  ______________________________________________________________________
 HB0092  GEOID HEIGHT    -        -30.377 (meters)                     GEOID18
 HB0092  DYNAMIC HEIGHT  -        109.928 (meters)      360.66  (feet) COMP
 HB0092  MODELED GRAVITY -    979,946.3   (mgal)                       NAVD 88
 HB0092
 HB0092  VERT ORDER      -  FIRST     CLASS II
 HB0092
 HB0092.The horizontal coordinates were scaled from a map and have
 HB0092.an estimated accuracy of +/- 6 seconds.
 HB0092
 HB0092.The orthometric height was determined by differential leveling and
 HB0092.adjusted by the NATIONAL GEODETIC SURVEY
 HB0092.in June 1991.
 HB0092
 HB0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0092.GEOID18 height accuracy estimate available here.
 HB0092
 HB0092.Click photographs - Photos may exist for this station.
 HB0092
 HB0092.The dynamic height is computed by dividing the NAVD 88
 HB0092.geopotential number by the normal gravity value computed on the
 HB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0092.degrees latitude (g = 980.6199 gals.).
 HB0092
 HB0092.The modeled gravity was interpolated from observed gravity values.
 HB0092
 HB0092;                    North         East    Units  Estimated Accuracy
 HB0092;SPC IN W     -   293,540.      818,410.      MT  (+/- 180 meters Scaled)
 HB0092
 HB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG111939(NAD 83)
 HB0092
 HB0092                          SUPERSEDED SURVEY CONTROL
 HB0092
 HB0092  NGVD 29 (11/26/84)  110.111  (m)          361.26   (f) ADJUSTED    1 2
 HB0092
 HB0092.Superseded values are not recommended for survey control.
 HB0092
 HB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0092.See file dsdata.pdf to determine how the superseded data were derived.
 HB0092
 HB0092_MARKER: DB = BENCH MARK DISK
 HB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0092_STAMPING: K 275 1954
 HB0092_MARK LOGO: CGS
 HB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0092+STABILITY: SURFACE MOTION
 HB0092
 HB0092  HISTORY     - Date     Condition        Report By
 HB0092  HISTORY     - 1954     MONUMENTED       CGS
 HB0092
 HB0092                          STATION DESCRIPTION
 HB0092
 HB0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0092'5.5 MI SW FROM PRAIRIE.
 HB0092'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0092'CROSSROADS AT PARIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST
 HB0092'ALONG A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST
 HB0092'ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD,
 HB0092'ABOUT 0.25 MILE EAST OF A RIGHT ANGLE TURN IN ROAD WITH TANGENTS
 HB0092'EXTENDING SOUTH AND EAST AND THE LEFT BANK OF WABASH RIVER, 36 FEET
 HB0092'NORTH OF CENTER LINE OF ROAD, 50 FEET NORTH AND ACROSS ROAD FROM A
 HB0092'POWER POLE FROM WHICH LINE CROSSES THE ROAD TO THE WEST, 22 1/2
 HB0092'FEET NORTH-NORTHWEST OF NORTH END OF A 48-INCH METAL PIPE CULVERT
 HB0092'UNDER ROAD, 53 FEET SOUTH OF A 28-INCH OAK TREE IN FENCE LINE,
 HB0092'6 FEET WEST OF WEST CONCRETE RETAINING WALL OF A NORTH-SOUTH
 HB0092'DRAINAGE DITCH, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HB0092'1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 HB0092'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1601 ***********************************************************************
 JZ1601  DESIGNATION -  K 276
 JZ1601  PID         -  JZ1601
 JZ1601  STATE/COUNTY-  IN/WAYNE
 JZ1601  COUNTRY     -  US
 JZ1601  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1601
 JZ1601                         *CURRENT SURVEY CONTROL
 JZ1601  ______________________________________________________________________
 JZ1601* NAD 83(1986) POSITION- 39 44 06.     (N) 085 10 31.     (W)   SCALED
 JZ1601* NAVD 88 ORTHO HEIGHT -   313.097 (meters)     1027.22  (feet) ADJUSTED
 JZ1601  ______________________________________________________________________
 JZ1601  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ1601  DYNAMIC HEIGHT  -        312.915 (meters)     1026.62  (feet) COMP
 JZ1601  MODELED GRAVITY -    980,036.5   (mgal)                       NAVD 88
 JZ1601
 JZ1601  VERT ORDER      -  SECOND    CLASS 0
 JZ1601
 JZ1601.The horizontal coordinates were scaled from a map and have
 JZ1601.an estimated accuracy of +/- 6 seconds.
 JZ1601
 JZ1601.The orthometric height was determined by differential leveling and
 JZ1601.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1601.in June 1991.
 JZ1601
 JZ1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1601.GEOID18 height accuracy estimate available here.
 JZ1601
 JZ1601.Click photographs - Photos may exist for this station.
 JZ1601
 JZ1601.The dynamic height is computed by dividing the NAVD 88
 JZ1601.geopotential number by the normal gravity value computed on the
 JZ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1601.degrees latitude (g = 980.6199 gals.).
 JZ1601
 JZ1601.The modeled gravity was interpolated from observed gravity values.
 JZ1601
 JZ1601;                    North         East    Units  Estimated Accuracy
 JZ1601;SPC IN E     -   498,210.      142,120.      MT  (+/- 180 meters Scaled)
 JZ1601
 JZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563999(NAD 83)
 JZ1601
 JZ1601                          SUPERSEDED SURVEY CONTROL
 JZ1601
 JZ1601  NGVD 29 (??/??/92)  313.237  (m)         1027.68   (f) ADJ UNCH    2 0
 JZ1601
 JZ1601.Superseded values are not recommended for survey control.
 JZ1601
 JZ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1601.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1601
 JZ1601_MARKER: DB = BENCH MARK DISK
 JZ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1601_STAMPING: K 276 1947
 JZ1601_MARK LOGO: CGS
 JZ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1601+STABILITY: SURFACE MOTION
 JZ1601
 JZ1601  HISTORY     - Date     Condition        Report By
 JZ1601  HISTORY     - 1947     MONUMENTED       CGS
 JZ1601
 JZ1601                          STATION DESCRIPTION
 JZ1601
 JZ1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1601'7 MI S FROM CAMBRIDGE CITY.
 JZ1601'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JZ1601'CAMBRIDGE CITY, THENCE 3.65 MILE SOUTH, 1.0 MILE EAST AND 1.0
 JZ1601'MILE SOUTH ALONG GRAVEL ROADS, THENCE 0.5 MILE WEST ALONG A
 JZ1601'PAVED ROAD, THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.4
 JZ1601'MILE NORTH OF THE JUNCTION WITH A ROAD LEADING WEST, AT THE
 JZ1601'CREST OF A LOW RIDGE, 101 FEET SOUTH OF THE SOUTH GATE POST AT A
 JZ1601'FIELD ENTRANCE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 39
 JZ1601'FEET EAST AND DIRECTLY ACROSS THE ROAD FROM TELEPHONE POLE
 JZ1601'NUMBER 18, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1601'ONE-HALF FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ1601'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1291 ***********************************************************************
 JZ1291  DESIGNATION -  K 277
 JZ1291  PID         -  JZ1291
 JZ1291  STATE/COUNTY-  IN/WAYNE
 JZ1291  COUNTRY     -  US
 JZ1291  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1291
 JZ1291                         *CURRENT SURVEY CONTROL
 JZ1291  ______________________________________________________________________
 JZ1291* NAD 83(1986) POSITION- 39 44 01.     (N) 084 52 15.     (W)   SCALED
 JZ1291* NAVD 88 ORTHO HEIGHT -   336.446 (meters)     1103.82  (feet) ADJUSTED
 JZ1291  ______________________________________________________________________
 JZ1291  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 JZ1291  DYNAMIC HEIGHT  -        336.248 (meters)     1103.17  (feet) COMP
 JZ1291  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ1291
 JZ1291  VERT ORDER      -  SECOND    CLASS 0
 JZ1291
 JZ1291.The horizontal coordinates were scaled from a map and have
 JZ1291.an estimated accuracy of +/- 6 seconds.
 JZ1291
 JZ1291.The orthometric height was determined by differential leveling and
 JZ1291.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1291.in June 1991.
 JZ1291
 JZ1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1291.GEOID18 height accuracy estimate available here.
 JZ1291
 JZ1291.Click photographs - Photos may exist for this station.
 JZ1291
 JZ1291.The dynamic height is computed by dividing the NAVD 88
 JZ1291.geopotential number by the normal gravity value computed on the
 JZ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1291.degrees latitude (g = 980.6199 gals.).
 JZ1291
 JZ1291.The modeled gravity was interpolated from observed gravity values.
 JZ1291
 JZ1291;                    North         East    Units  Estimated Accuracy
 JZ1291;SPC IN E     -   498,240.      168,220.      MT  (+/- 180 meters Scaled)
 JZ1291
 JZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK824003(NAD 83)
 JZ1291
 JZ1291                          SUPERSEDED SURVEY CONTROL
 JZ1291
 JZ1291  NGVD 29 (??/??/92)  336.593  (m)         1104.31   (f) ADJ UNCH    2 0
 JZ1291
 JZ1291.Superseded values are not recommended for survey control.
 JZ1291
 JZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1291.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1291
 JZ1291_MARKER: DB = BENCH MARK DISK
 JZ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1291_STAMPING: K 277 1947
 JZ1291_MARK LOGO: CGS
 JZ1291_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1291+STABILITY: SURFACE MOTION
 JZ1291
 JZ1291  HISTORY     - Date     Condition        Report By
 JZ1291  HISTORY     - 1947     MONUMENTED       CGS
 JZ1291
 JZ1291                          STATION DESCRIPTION
 JZ1291
 JZ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1291'1.4 MI W FROM BOSTON.
 JZ1291'1.45 MILES WEST ALONG STATE HIGHWAY 122 FROM ITS INTERSECTION
 JZ1291'WITH STATE HIGHWAY 21 AT BOSTON, AT A TURN IN THE HIGHWAY WITH
 JZ1291'TANGENTS NORTH AND WEST AND THE JUNCTION OF A ROAD SOUTH TO
 JZ1291'KITCHEL, 54 FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT
 JZ1291'OF THE ROAD, 52 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH
 JZ1291'AND THE PROLONGED CENTER LINE OF THE NORTH TANGENT, 23 FEET
 JZ1291'SOUTHEAST OF A HIGHWAY R/W MARKER, 38 FEET NORTHWEST OF A
 JZ1291'HIGHWAY R/W MARKER, 17 FEET NORTHWEST OF A TELEPHONE POLE, 1
 JZ1291'FOOT NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 JZ1291'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET
 JZ1291'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1314 ***********************************************************************
 HZ1314  DESIGNATION -  K 278
 HZ1314  PID         -  HZ1314
 HZ1314  STATE/COUNTY-  IN/CLARK
 HZ1314  COUNTRY     -  US
 HZ1314  USGS QUAD   -  SPEED (2019)
 HZ1314
 HZ1314                         *CURRENT SURVEY CONTROL
 HZ1314  ______________________________________________________________________
 HZ1314* NAD 83(1986) POSITION- 38 26 50.     (N) 085 49 48.     (W)   SCALED
 HZ1314* NAVD 88 ORTHO HEIGHT -   150.975 (meters)      495.32  (feet) ADJUSTED
 HZ1314  ______________________________________________________________________
 HZ1314  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 HZ1314  DYNAMIC HEIGHT  -        150.873 (meters)      494.99  (feet) COMP
 HZ1314  MODELED GRAVITY -    979,954.3   (mgal)                       NAVD 88
 HZ1314
 HZ1314  VERT ORDER      -  FIRST     CLASS II
 HZ1314
 HZ1314.The horizontal coordinates were scaled from a map and have
 HZ1314.an estimated accuracy of +/- 6 seconds.
 HZ1314
 HZ1314.The orthometric height was determined by differential leveling and
 HZ1314.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1314.in June 1991.
 HZ1314
 HZ1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1314.GEOID18 height accuracy estimate available here.
 HZ1314
 HZ1314.Click photographs - Photos may exist for this station.
 HZ1314
 HZ1314.The dynamic height is computed by dividing the NAVD 88
 HZ1314.geopotential number by the normal gravity value computed on the
 HZ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1314.degrees latitude (g = 980.6199 gals.).
 HZ1314
 HZ1314.The modeled gravity was interpolated from observed gravity values.
 HZ1314
 HZ1314;                    North         East    Units  Estimated Accuracy
 HZ1314;SPC IN E     -   355,150.       85,740.      MT  (+/- 180 meters Scaled)
 HZ1314
 HZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH020560(NAD 83)
 HZ1314
 HZ1314                          SUPERSEDED SURVEY CONTROL
 HZ1314
 HZ1314  NGVD 29 (??/??/92)  151.113  (m)          495.78   (f) ADJ UNCH    1 2
 HZ1314
 HZ1314.Superseded values are not recommended for survey control.
 HZ1314
 HZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1314.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1314
 HZ1314_MARKER: DB = BENCH MARK DISK
 HZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1314_STAMPING: K 278 1949
 HZ1314_MARK LOGO: CGS
 HZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1314+STABILITY: SURFACE MOTION
 HZ1314
 HZ1314  HISTORY     - Date     Condition        Report By
 HZ1314  HISTORY     - 1949     MONUMENTED       CGS
 HZ1314
 HZ1314                          STATION DESCRIPTION
 HZ1314
 HZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1314'6.4 MI SE FROM BORDEN.
 HZ1314'ABOUT 6.45 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1314'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A ROAD
 HZ1314'CROSSING AT WILSON, 50 FEET SOUTH-SOUTHEAST AND ACROSS THE
 HZ1314'TRACK FROM THE STATION SIGN, 39 FEET SOUTHWEST OF THE CENTER
 HZ1314'OF THE CROSSING, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 29.5
 HZ1314'FEET WEST OF THE CENTER LINE OF A ROAD SOUTH, 16.5 FEET SOUTHEAST
 HZ1314'OF THE SOUTH CORNER OF A SECTION HOUSE, 1 FOOT NORTH OF THE
 HZ1314'R/W FENCE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1314'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 HZ1314'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0198 ***********************************************************************
 JA0198  DESIGNATION -  K 279
 JA0198  PID         -  JA0198
 JA0198  STATE/COUNTY-  IN/WASHINGTON
 JA0198  COUNTRY     -  US
 JA0198  USGS QUAD   -  SMEDLEY (2019)
 JA0198
 JA0198                         *CURRENT SURVEY CONTROL
 JA0198  ______________________________________________________________________
 JA0198* NAD 83(1986) POSITION- 38 37 51.     (N) 086 09 23.     (W)   SCALED
 JA0198* NAVD 88 ORTHO HEIGHT -   255.504 (meters)      838.27  (feet) ADJUSTED
 JA0198  ______________________________________________________________________
 JA0198  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 JA0198  DYNAMIC HEIGHT  -        255.334 (meters)      837.71  (feet) COMP
 JA0198  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA0198
 JA0198  VERT ORDER      -  FIRST     CLASS II
 JA0198
 JA0198.The horizontal coordinates were scaled from a map and have
 JA0198.an estimated accuracy of +/- 6 seconds.
 JA0198
 JA0198.The orthometric height was determined by differential leveling and
 JA0198.adjusted by the NATIONAL GEODETIC SURVEY
 JA0198.in June 1991.
 JA0198
 JA0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0198.GEOID18 height accuracy estimate available here.
 JA0198
 JA0198.Click photographs - Photos may exist for this station.
 JA0198
 JA0198.The dynamic height is computed by dividing the NAVD 88
 JA0198.geopotential number by the normal gravity value computed on the
 JA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0198.degrees latitude (g = 980.6199 gals.).
 JA0198
 JA0198.The modeled gravity was interpolated from observed gravity values.
 JA0198
 JA0198;                    North         East    Units  Estimated Accuracy
 JA0198;SPC IN E     -   375,630.       57,360.      MT  (+/- 180 meters Scaled)
 JA0198
 JA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH734761(NAD 83)
 JA0198
 JA0198                          SUPERSEDED SURVEY CONTROL
 JA0198
 JA0198  NGVD 29 (??/??/92)  255.616  (m)          838.63   (f) ADJ UNCH    1 2
 JA0198
 JA0198.Superseded values are not recommended for survey control.
 JA0198
 JA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0198.See file dsdata.pdf to determine how the superseded data were derived.
 JA0198
 JA0198_MARKER: DB = BENCH MARK DISK
 JA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0198_STAMPING: K 279 1949
 JA0198_MARK LOGO: CGS
 JA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0198+STABILITY: SURFACE MOTION
 JA0198
 JA0198  HISTORY     - Date     Condition        Report By
 JA0198  HISTORY     - 1949     MONUMENTED       CGS
 JA0198
 JA0198                          STATION DESCRIPTION
 JA0198
 JA0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0198'4 MI NW FROM SALEM.
 JA0198'ABOUT 4.0 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0198'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, AT A ROAD CROSSING,
 JA0198'46 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 43 FEET EAST OF
 JA0198'THE EAST RAIL, 27 FEET EAST-NORTHEAST OF THE NORTHWEST END OF A
 JA0198'36-INCH PIPE CULVERT UNDER THE ROAD EAST, 26.5 FEET NORTH OF THE
 JA0198'CENTER LINE OF THE ROAD EAST, 19 FEET WEST OF THE CENTER LINE
 JA0198'OF DRIVEWAY NORTH TO A FARM HOUSE, 14.5 FEET EAST OF A FENCE
 JA0198'CORNER, 10 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF A
 JA0198'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0198'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0397 ***********************************************************************
 KA0397  DESIGNATION -  K 280
 KA0397  PID         -  KA0397
 KA0397  STATE/COUNTY-  IN/GREENE
 KA0397  COUNTRY     -  US
 KA0397  USGS QUAD   -  STANFORD (2019)
 KA0397
 KA0397                         *CURRENT SURVEY CONTROL
 KA0397  ______________________________________________________________________
 KA0397* NAD 83(1986) POSITION- 39 01 33.69   (N) 086 43 59.95   (W)   HD_HELD1
 KA0397* NAVD 88 ORTHO HEIGHT -   248.290 (meters)      814.60  (feet) ADJUSTED
 KA0397  ______________________________________________________________________
 KA0397  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 KA0397  DYNAMIC HEIGHT  -        248.134 (meters)      814.09  (feet) COMP
 KA0397  MODELED GRAVITY -    979,995.5   (mgal)                       NAVD 88
 KA0397
 KA0397  VERT ORDER      -  FIRST     CLASS II
 KA0397
 KA0397.The horizontal coordinates were determined by differentially corrected
 KA0397.hand held GPS observations or other comparable positioning techniques
 KA0397.and have an estimated accuracy of +/- 3 meters.
 KA0397
 KA0397.The orthometric height was determined by differential leveling and
 KA0397.adjusted by the NATIONAL GEODETIC SURVEY
 KA0397.in June 1991.
 KA0397
 KA0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0397.GEOID18 height accuracy estimate available here.
 KA0397
 KA0397.Click photographs - Photos may exist for this station.
 KA0397
 KA0397.The dynamic height is computed by dividing the NAVD 88
 KA0397.geopotential number by the normal gravity value computed on the
 KA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0397.degrees latitude (g = 980.6199 gals.).
 KA0397
 KA0397.The modeled gravity was interpolated from observed gravity values.
 KA0397
 KA0397;                    North         East    Units  Estimated Accuracy
 KA0397;SPC IN W     -   419,443.7     930,308.4     MT  (+/- 3 meters HH1 GPS) 
 KA0397
 KA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2308319698(NAD 83)
 KA0397
 KA0397                          SUPERSEDED SURVEY CONTROL
 KA0397
 KA0397  NGVD 29 (??/??/92)  248.412  (m)          815.00   (f) ADJ UNCH    1 2
 KA0397
 KA0397.Superseded values are not recommended for survey control.
 KA0397
 KA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0397.See file dsdata.pdf to determine how the superseded data were derived.
 KA0397
 KA0397_MARKER: DB = BENCH MARK DISK
 KA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0397_STAMPING: K 280 1949
 KA0397_MARK LOGO: CGS
 KA0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0397+STABILITY: SURFACE MOTION
 KA0397
 KA0397  HISTORY     - Date     Condition        Report By
 KA0397  HISTORY     - 1949     MONUMENTED       CGS
 KA0397
 KA0397                          STATION DESCRIPTION
 KA0397
 KA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0397'0.4 MI NW FROM CINCINNATI.
 KA0397'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE CHRISTIAN
 KA0397'CHURCH AT CINCINNATI, SET NEAR A HIGHWAY TOOL SHED, 39 FEET
 KA0397'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST OF
 KA0397'THE FIRST POWER POLE SOUTHEAST OF A HOUSE WITH A BRICK SIDING,
 KA0397'30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOOL SHED, ABOUT
 KA0397'75 YARDS SOUTHEAST OF A HOUSE, 2 FEET SOUTHEAST OF A WHITE
 KA0397'WOODEN WITNESS POST, 2 FEET NORTHEAST OF A FENCE LINE, 1 FOOT
 KA0397'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KA0397'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0779 ***********************************************************************
 JA0779  DESIGNATION -  K 281
 JA0779  PID         -  JA0779
 JA0779  STATE/COUNTY-  IN/LAWRENCE
 JA0779  COUNTRY     -  US
 JA0779  USGS QUAD   -  BEDFORD WEST (2019)
 JA0779
 JA0779                         *CURRENT SURVEY CONTROL
 JA0779  ______________________________________________________________________
 JA0779* NAD 83(1986) POSITION- 38 50 12.3    (N) 086 30 03.8    (W)   HD_HELD2
 JA0779* NAVD 88 ORTHO HEIGHT -   197.362 (meters)      647.51  (feet) ADJUSTED
 JA0779  ______________________________________________________________________
 JA0779  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JA0779  DYNAMIC HEIGHT  -        197.239 (meters)      647.11  (feet) COMP
 JA0779  MODELED GRAVITY -    979,998.3   (mgal)                       NAVD 88
 JA0779
 JA0779  VERT ORDER      -  FIRST     CLASS II
 JA0779
 JA0779.The horizontal coordinates were established by autonomous hand held GPS
 JA0779.observations and have an estimated accuracy of +/- 10 meters.
 JA0779
 JA0779.The orthometric height was determined by differential leveling and
 JA0779.adjusted by the NATIONAL GEODETIC SURVEY
 JA0779.in June 1991.
 JA0779
 JA0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0779.GEOID18 height accuracy estimate available here.
 JA0779
 JA0779.Click photographs - Photos may exist for this station.
 JA0779
 JA0779.The dynamic height is computed by dividing the NAVD 88
 JA0779.geopotential number by the normal gravity value computed on the
 JA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0779.degrees latitude (g = 980.6199 gals.).
 JA0779
 JA0779.The modeled gravity was interpolated from observed gravity values.
 JA0779
 JA0779;                    North         East    Units  Estimated Accuracy
 JA0779;SPC IN W     -   398,535.      950,555.      MT  (+/- 10 meters HH2 GPS)
 JA0779
 JA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4330398779(NAD 83)
 JA0779
 JA0779                          SUPERSEDED SURVEY CONTROL
 JA0779
 JA0779  NGVD 29 (??/??/92)  197.477  (m)          647.89   (f) ADJ UNCH    1 2
 JA0779
 JA0779.Superseded values are not recommended for survey control.
 JA0779
 JA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0779.See file dsdata.pdf to determine how the superseded data were derived.
 JA0779
 JA0779_MARKER: DB = BENCH MARK DISK
 JA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0779_STAMPING: K 281 1949
 JA0779_MARK LOGO: CGS
 JA0779_PROJECTION: PROJECTING 28 CENTIMETERS
 JA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0779+STABILITY: SURFACE MOTION
 JA0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0779+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2023
 JA0779
 JA0779  HISTORY     - Date     Condition        Report By
 JA0779  HISTORY     - 1949     MONUMENTED       CGS
 JA0779  HISTORY     - 20230627 GOOD             INDIV
 JA0779
 JA0779                          STATION DESCRIPTION
 JA0779
 JA0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0779'1.9 MI SW FROM BEDFORD.
 JA0779'ABOUT 1.9 SOUTHWEST ALONG OLD HIGHWAY 50 (O ST.) FROM THE HIGH
 JA0779'SCHOOL, AT THE SKYHAVEN AIRPORT, AT THE SOUTHEAST CORNER OF THE
 JA0779'BEDFORD TRAILER SALES, 64 FEET EAST OF A T FENCE CORNER AT THE
 JA0779'SOUTHEAST CORNER OF THE AIRPORT, 28 FEET NORTHWEST OF THE CENTER LINE
 JA0779'OF THE HIGHWAY, 4 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET WEST OF
 JA0779'A TRAILER SALES AND AIRPORT LIGHT POLE, 2 FEET NORTH OF A FENCE LINE,
 JA0779'3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 JA0779'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0779'PROJECTING 6 INCHES.
 JA0779
 JA0779                          STATION RECOVERY (2023)
 JA0779
 JA0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA0779'THE MARK IS AT 3723 WASHINGTON AVENUE.  THE OWNER DID GIVE VERBAL
 JA0779'PERMISSION FOR ME TO ENTER HIS YARD AND EXAM THE MARK.  ALL FENCES
 JA0779'HAVE BEEN REMOVED.  THE AIRPORT AND TRAILER SALES ARE GONE.  THE OLD
 JA0779'HIGHWAY IS NOW WASHINGTON AVENUE.  THE MARK IS 24 FT (7.3 M) SOUTHWEST
 JA0779'OF AN ELECTRIC POLE.  THE CONCRETE POST NOW STICKS UP 11 INCHES (28
 JA0779'CM).  THE MARK WAS EASY TO FIND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0795 ***********************************************************************
 JA0795  DESIGNATION -  K 282
 JA0795  PID         -  JA0795
 JA0795  STATE/COUNTY-  IN/LAWRENCE
 JA0795  COUNTRY     -  US
 JA0795  USGS QUAD   -  OWENSBURG (2019)
 JA0795
 JA0795                         *CURRENT SURVEY CONTROL
 JA0795  ______________________________________________________________________
 JA0795* NAD 83(1986) POSITION- 38 55 13.     (N) 086 38 33.     (W)   SCALED
 JA0795* NAVD 88 ORTHO HEIGHT -   180.292 (meters)      591.51  (feet) ADJUSTED
 JA0795  ______________________________________________________________________
 JA0795  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 JA0795  DYNAMIC HEIGHT  -        180.179 (meters)      591.14  (feet) COMP
 JA0795  MODELED GRAVITY -    979,998.9   (mgal)                       NAVD 88
 JA0795
 JA0795  VERT ORDER      -  FIRST     CLASS II
 JA0795
 JA0795.The horizontal coordinates were scaled from a map and have
 JA0795.an estimated accuracy of +/- 6 seconds.
 JA0795
 JA0795.The orthometric height was determined by differential leveling and
 JA0795.adjusted by the NATIONAL GEODETIC SURVEY
 JA0795.in June 1991.
 JA0795
 JA0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0795.GEOID18 height accuracy estimate available here.
 JA0795
 JA0795.Click photographs - Photos may exist for this station.
 JA0795
 JA0795.The dynamic height is computed by dividing the NAVD 88
 JA0795.geopotential number by the normal gravity value computed on the
 JA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0795.degrees latitude (g = 980.6199 gals.).
 JA0795
 JA0795.The modeled gravity was interpolated from observed gravity values.
 JA0795
 JA0795;                    North         East    Units  Estimated Accuracy
 JA0795;SPC IN W     -   407,740.      938,230.      MT  (+/- 180 meters Scaled)
 JA0795
 JA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ309079(NAD 83)
 JA0795
 JA0795                          SUPERSEDED SURVEY CONTROL
 JA0795
 JA0795  NGVD 29 (??/??/92)  180.408  (m)          591.89   (f) ADJ UNCH    1 2
 JA0795
 JA0795.Superseded values are not recommended for survey control.
 JA0795
 JA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0795.See file dsdata.pdf to determine how the superseded data were derived.
 JA0795
 JA0795_MARKER: DB = BENCH MARK DISK
 JA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0795_STAMPING: K 282 1949
 JA0795_MARK LOGO: CGS
 JA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0795+STABILITY: SURFACE MOTION
 JA0795
 JA0795  HISTORY     - Date     Condition        Report By
 JA0795  HISTORY     - 1949     MONUMENTED       CGS
 JA0795
 JA0795                          STATION DESCRIPTION
 JA0795
 JA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0795'1 MI SW FROM SPRINGVILLE.
 JA0795'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE
 JA0795'JUNCTION OF STATE HIGHWAYS 54 AND 58 AT SPRINGVILLE, ABOUT 85
 JA0795'YARDS NORTHEAST OF THE NORTHEAST END OF A CUT ON THE SOUTHEAST
 JA0795'SIDE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JA0795'HIGHWAY, 32 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF A
 JA0795'CONCRETE HEADWALL OF A PIPE CULVERT, 24 FEET SOUTHWEST OF THE
 JA0795'EAST END OF A CONCRETE DRAINAGE DITCH, 2 FEET NORTHWEST OF A
 JA0795'FENCE LINE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JA0795'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JA0795'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1204 ***********************************************************************
 JA1204  DESIGNATION -  K 283
 JA1204  PID         -  JA1204
 JA1204  STATE/COUNTY-  IN/POSEY
 JA1204  COUNTRY     -  US
 JA1204  USGS QUAD   -  NEW HARMONY (2019)
 JA1204
 JA1204                         *CURRENT SURVEY CONTROL
 JA1204  ______________________________________________________________________
 JA1204* NAD 83(1986) POSITION- 38 12 03.     (N) 087 57 04.     (W)   SCALED
 JA1204* NAVD 88 ORTHO HEIGHT -   115.749 (meters)      379.75  (feet) ADJUSTED
 JA1204  ______________________________________________________________________
 JA1204  GEOID HEIGHT    -        -30.896 (meters)                     GEOID18
 JA1204  DYNAMIC HEIGHT  -        115.672 (meters)      379.50  (feet) COMP
 JA1204  MODELED GRAVITY -    979,965.7   (mgal)                       NAVD 88
 JA1204
 JA1204  VERT ORDER      -  FIRST     CLASS II
 JA1204
 JA1204.The horizontal coordinates were scaled from a map and have
 JA1204.an estimated accuracy of +/- 6 seconds.
 JA1204
 JA1204.The orthometric height was determined by differential leveling and
 JA1204.adjusted by the NATIONAL GEODETIC SURVEY
 JA1204.in June 1991.
 JA1204
 JA1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1204.GEOID18 height accuracy estimate available here.
 JA1204
 JA1204.Click photographs - Photos may exist for this station.
 JA1204
 JA1204.The dynamic height is computed by dividing the NAVD 88
 JA1204.geopotential number by the normal gravity value computed on the
 JA1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1204.degrees latitude (g = 980.6199 gals.).
 JA1204
 JA1204.The modeled gravity was interpolated from observed gravity values.
 JA1204
 JA1204;                    North         East    Units  Estimated Accuracy
 JA1204;SPC IN W     -   328,140.      823,990.      MT  (+/- 180 meters Scaled)
 JA1204
 JA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH167285(NAD 83)
 JA1204
 JA1204                          SUPERSEDED SURVEY CONTROL
 JA1204
 JA1204  NGVD 29 (??/??/92)  115.876  (m)          380.17   (f) ADJ UNCH    1 2
 JA1204
 JA1204.Superseded values are not recommended for survey control.
 JA1204
 JA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1204.See file dsdata.pdf to determine how the superseded data were derived.
 JA1204
 JA1204_MARKER: DB = BENCH MARK DISK
 JA1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1204_STAMPING: K 283 1954
 JA1204_MARK LOGO: CGS
 JA1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1204+STABILITY: SURFACE MOTION
 JA1204
 JA1204  HISTORY     - Date     Condition        Report By
 JA1204  HISTORY     - 1954     MONUMENTED       CGS
 JA1204
 JA1204                          STATION DESCRIPTION
 JA1204
 JA1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1204'8.4 MI N FROM NEW HARMONY.
 JA1204'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE NEW HARMONY
 JA1204'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1204'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1204'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1204'GRAVEL ROAD, THENCE ABOUT 1.85 MILES WEST AND NORTHWEST ALONG A
 JA1204'FARM ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD, AT
 JA1204'THE T JUNCTION OF AN EAST-WEST GRAVEL ROAD, 25 FEET NORTH OF
 JA1204'CENTER LINE OF EAST-WEST ROAD, ABOUT 3 FEET EAST OF EXTENDED
 JA1204'CENTER LINE OF ROAD SOUTH, 12 FEET WEST OF A POWER POLE, 4 FEET
 JA1204'EAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JA1204'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JA1204'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1331 ***********************************************************************
 JA1331  DESIGNATION -  K 285
 JA1331  PID         -  JA1331
 JA1331  STATE/COUNTY-  IN/KNOX
 JA1331  COUNTRY     -  US
 JA1331  USGS QUAD   -  VINCENNES (2019)
 JA1331
 JA1331                         *CURRENT SURVEY CONTROL
 JA1331  ______________________________________________________________________
 JA1331* NAD 83(1986) POSITION- 38 40 34.84   (N) 087 32 35.37   (W)   HD_HELD1
 JA1331* NAVD 88 ORTHO HEIGHT -   127.817 (meters)      419.35  (feet) ADJUSTED
 JA1331  ______________________________________________________________________
 JA1331  GEOID HEIGHT    -        -31.751 (meters)                     GEOID18
 JA1331  DYNAMIC HEIGHT  -        127.738 (meters)      419.09  (feet) COMP
 JA1331  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 JA1331
 JA1331  VERT ORDER      -  FIRST     CLASS II
 JA1331
 JA1331.The horizontal coordinates were determined by differentially corrected
 JA1331.hand held GPS observations or other comparable positioning techniques
 JA1331.and have an estimated accuracy of +/- 3 meters.
 JA1331
 JA1331.The orthometric height was determined by differential leveling and
 JA1331.adjusted by the NATIONAL GEODETIC SURVEY
 JA1331.in June 1991.
 JA1331
 JA1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1331.GEOID18 height accuracy estimate available here.
 JA1331
 JA1331.Click photographs - Photos may exist for this station.
 JA1331
 JA1331.The dynamic height is computed by dividing the NAVD 88
 JA1331.geopotential number by the normal gravity value computed on the
 JA1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1331.degrees latitude (g = 980.6199 gals.).
 JA1331
 JA1331.The modeled gravity was interpolated from observed gravity values.
 JA1331
 JA1331;                    North         East    Units  Estimated Accuracy
 JA1331;SPC IN W     -   380,668.0     859,987.4     MT  (+/- 3 meters HH1 GPS) 
 JA1331
 JA1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5275381001(NAD 83)
 JA1331
 JA1331                          SUPERSEDED SURVEY CONTROL
 JA1331
 JA1331  NGVD 29 (??/??/92)  127.950  (m)          419.78   (f) ADJ UNCH    1 2
 JA1331
 JA1331.Superseded values are not recommended for survey control.
 JA1331
 JA1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1331.See file dsdata.pdf to determine how the superseded data were derived.
 JA1331
 JA1331_MARKER: DB = BENCH MARK DISK
 JA1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1331_SP_SET: BUILDING WALL
 JA1331_STAMPING: K 285 1954
 JA1331_MARK LOGO: CGS
 JA1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1331
 JA1331  HISTORY     - Date     Condition        Report By
 JA1331  HISTORY     - 1954     MONUMENTED       CGS
 JA1331  HISTORY     - 1981     GOOD             USACE
 JA1331
 JA1331                          STATION DESCRIPTION
 JA1331
 JA1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1331'0.4 MI SW FROM VINCENNES.
 JA1331'ABOUT 0.4 MILE SOUTHWEST ALONG A GRAVEL ROAD PARALLELING THE
 JA1331'LEFT BANK OF WABASH RIVER FROM GEORGE ROGERS CLARK STATE
 JA1331'MEMORIAL AT VINCENNES, SET VERTICALLY IN THE SOUTHWEST FACE OF
 JA1331'THE CONCRETE FOUNDATION OF CITY OF VINCENNES, SEWAGE DISPOSAL
 JA1331'PLANT BUILDING, ABOUT 55 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 JA1331'2 FEET SOUTHEAST OF WEST CORNER OF BUILDING AND 3 1/4 FEET ABOVE
 JA1331'GROUND.
 JA1331
 JA1331                          STATION RECOVERY (1981)
 JA1331
 JA1331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1981
 JA1331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1142 ***********************************************************************
 ME1142  DESIGNATION -  K 286
 ME1142  PID         -  ME1142
 ME1142  STATE/COUNTY-  IN/LAKE
 ME1142  COUNTRY     -  US
 ME1142  USGS QUAD   -  LOWELL (2019)
 ME1142
 ME1142                         *CURRENT SURVEY CONTROL
 ME1142  ______________________________________________________________________
 ME1142* NAD 83(1986) POSITION- 41 15 06.     (N) 087 28 02.     (W)   SCALED
 ME1142* NAVD 88 ORTHO HEIGHT -   210.664 (meters)      691.15  (feet) ADJUSTED
 ME1142  ______________________________________________________________________
 ME1142  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 ME1142  DYNAMIC HEIGHT  -        210.576 (meters)      690.86  (feet) COMP
 ME1142  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 ME1142
 ME1142  VERT ORDER      -  SECOND    CLASS 0
 ME1142
 ME1142.The horizontal coordinates were scaled from a map and have
 ME1142.an estimated accuracy of +/- 6 seconds.
 ME1142
 ME1142.The orthometric height was determined by differential leveling and
 ME1142.adjusted by the NATIONAL GEODETIC SURVEY
 ME1142.in June 1991.
 ME1142
 ME1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1142.GEOID18 height accuracy estimate available here.
 ME1142
 ME1142.Click photographs - Photos may exist for this station.
 ME1142
 ME1142.The dynamic height is computed by dividing the NAVD 88
 ME1142.geopotential number by the normal gravity value computed on the
 ME1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1142.degrees latitude (g = 980.6199 gals.).
 ME1142
 ME1142.The modeled gravity was interpolated from observed gravity values.
 ME1142
 ME1142;                    North         East    Units  Estimated Accuracy
 ME1142;SPC IN W     -   666,580.      867,830.      MT  (+/- 180 meters Scaled)
 ME1142
 ME1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL608668(NAD 83)
 ME1142
 ME1142                          SUPERSEDED SURVEY CONTROL
 ME1142
 ME1142  NGVD 29 (??/??/92)  210.748  (m)          691.43   (f) ADJ UNCH    2 0
 ME1142
 ME1142.Superseded values are not recommended for survey control.
 ME1142
 ME1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1142.See file dsdata.pdf to determine how the superseded data were derived.
 ME1142
 ME1142_MARKER: DB = BENCH MARK DISK
 ME1142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1142_SP_SET: CATCH BASIN
 ME1142_STAMPING: K 286 1954
 ME1142_MARK LOGO: CGS
 ME1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1142
 ME1142  HISTORY     - Date     Condition        Report By
 ME1142  HISTORY     - 1954     MONUMENTED       CGS
 ME1142  HISTORY     - 20000118 MARK NOT FOUND   PATRIC
 ME1142
 ME1142                          STATION DESCRIPTION
 ME1142
 ME1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1142'0.8 MI W FROM BELSHAW.
 ME1142'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING
 ME1142'OF THE NEW YORK CENTRAL RAILROAD AT BELSHAW, AT THE INTERSECTION
 ME1142'OF U.S. HIGHWAY 41 NORTH-SOUTH, BLACK TOP ROAD EAST TO BELSHAW
 ME1142'AND STATE HIGHWAY 2 LEADING WEST, IN CENTER OF NEUTRAL GROUNDS
 ME1142'BETWEEN DUAL HIGHWAY 41, 48 FEET SOUTH OF EXTENDED CENTER LINE
 ME1142'OF HIGHWAY 2, IN THE TOP OF THE NORTHWEST CORNER OF A 2 1/2-FOOT
 ME1142'CONCRETE CATCH BASIN WITH IRON GRILL TOP AND ABOUT 1 FOOT BELOW
 ME1142'LEVEL OF HIGHWAYS.
 ME1142
 ME1142                          STATION RECOVERY (2000)
 ME1142
 ME1142'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1142'LIKELY DESTROYED DUE TO ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1293 ***********************************************************************
 JA1293  DESIGNATION -  K 292
 JA1293  PID         -  JA1293
 JA1293  STATE/COUNTY-  IN/SULLIVAN
 JA1293  COUNTRY     -  US
 JA1293  USGS QUAD   -  HEATHSVILLE (2018)
 JA1293
 JA1293                         *CURRENT SURVEY CONTROL
 JA1293  ______________________________________________________________________
 JA1293* NAD 83(1986) POSITION- 38 56 05.     (N) 087 30 54.     (W)   SCALED
 JA1293* NAVD 88 ORTHO HEIGHT -   131.997 (meters)      433.06  (feet) ADJUSTED
 JA1293  ______________________________________________________________________
 JA1293  GEOID HEIGHT    -        -32.005 (meters)                     GEOID18
 JA1293  DYNAMIC HEIGHT  -        131.918 (meters)      432.80  (feet) COMP
 JA1293  MODELED GRAVITY -    980,029.5   (mgal)                       NAVD 88
 JA1293
 JA1293  VERT ORDER      -  FIRST     CLASS II
 JA1293
 JA1293.The horizontal coordinates were scaled from a map and have
 JA1293.an estimated accuracy of +/- 6 seconds.
 JA1293
 JA1293.The orthometric height was determined by differential leveling and
 JA1293.adjusted by the NATIONAL GEODETIC SURVEY
 JA1293.in June 1991.
 JA1293
 JA1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1293.GEOID18 height accuracy estimate available here.
 JA1293
 JA1293.Click photographs - Photos may exist for this station.
 JA1293
 JA1293.The dynamic height is computed by dividing the NAVD 88
 JA1293.geopotential number by the normal gravity value computed on the
 JA1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1293.degrees latitude (g = 980.6199 gals.).
 JA1293
 JA1293.The modeled gravity was interpolated from observed gravity values.
 JA1293
 JA1293;                    North         East    Units  Estimated Accuracy
 JA1293;SPC IN W     -   409,340.      862,570.      MT  (+/- 180 meters Scaled)
 JA1293
 JA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ553096(NAD 83)
 JA1293
 JA1293                          SUPERSEDED SURVEY CONTROL
 JA1293
 JA1293  NGVD 29 (??/??/92)  132.128  (m)          433.49   (f) ADJ UNCH    1 2
 JA1293
 JA1293.Superseded values are not recommended for survey control.
 JA1293
 JA1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1293.See file dsdata.pdf to determine how the superseded data were derived.
 JA1293
 JA1293_MARKER: DB = BENCH MARK DISK
 JA1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1293_SP_SET: BRIDGE
 JA1293_STAMPING: K 292 1956
 JA1293_MARK LOGO: CGS
 JA1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1293
 JA1293  HISTORY     - Date     Condition        Report By
 JA1293  HISTORY     - 1956     MONUMENTED       CGS
 JA1293
 JA1293                          STATION DESCRIPTION
 JA1293
 JA1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1293'8.6 MI NW FROM OAKTOWN.
 JA1293'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1293'OAKTOWN, THENCE ABOUT 0.65 MILE WEST, ABOUT 0.55 MILE NORTH AND
 JA1293'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8 MILES
 JA1293'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST AND NORTHWEST
 JA1293'ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE NORTH ALONG A GRAVEL
 JA1293'ROAD, THENCE ABOUT 0.95 MILE WEST AND NORTHWEST ALONG A GRAVEL
 JA1293'ROAD TO OLD SHELTON SCHOOL, THENCE ABOUT 1.1 MILES NORTHEAST AND
 JA1293'NORTH ALONG A FARM ROAD AND GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF
 JA1293'JUNCTION OF A GRAVEL ROAD EAST, IN SECTION 27, T.6 N., R.10 W.,
 JA1293'ABOUT 0.4 MILE SOUTH OF HOBBS SLOUGH FLOOD GATE AND PUMPING
 JA1293'STATION, IN THE TOP OF NORTHEAST CORNER OF EAST END OF BRIDGE
 JA1293'SEAT OF SOUTH CONCRETE ABUTMENT OF A 125-FOOT STEEL BRIDGE OVER
 JA1293'A LARGE DRAINAGE DITCH, 10 FEET EAST OF CENTER LINE OF ROAD,
 JA1293'1/2 FOOT SOUTH OF NORTH FACE OF ABUTMENT, 1/2 FOOT WEST OF EAST
 JA1293'END OF ABUTMENT AND 2 FEET BELOW LEVEL OF ROAD.  NOTE-- MARK IS
 JA1293'REACHED FROM CARLISLE, SULLIVAN COUNTY, BY GOING ABOUT 6.4 MILES
 JA1293'NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF U.S. HIGHWAY
 JA1293'41, THENCE ABOUT 1.5 MILES SOUTH, ABOUT 0.3 MILE EAST, ABOUT 1.6
 JA1293'MILES SOUTH AND SOUTHWEST AND ABOUT 0.4 MILE SOUTH ALONG GRAVEL
 JA1293'ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1126 ***********************************************************************
 KA1126  DESIGNATION -  K 293
 KA1126  PID         -  KA1126
 KA1126  STATE/COUNTY-  IN/VIGO
 KA1126  COUNTRY     -  US
 KA1126  USGS QUAD   -  TERRE HAUTE (2019)
 KA1126
 KA1126                         *CURRENT SURVEY CONTROL
 KA1126  ______________________________________________________________________
 KA1126* NAD 83(1986) POSITION- 39 23 00.     (N) 087 27 13.     (W)   SCALED
 KA1126* NAVD 88 ORTHO HEIGHT -   144.970 (meters)      475.62  (feet) ADJUSTED
 KA1126  ______________________________________________________________________
 KA1126  GEOID HEIGHT    -        -32.562 (meters)                     GEOID18
 KA1126  DYNAMIC HEIGHT  -        144.887 (meters)      475.35  (feet) COMP
 KA1126  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 KA1126
 KA1126  VERT ORDER      -  FIRST     CLASS II
 KA1126
 KA1126.The horizontal coordinates were scaled from a map and have
 KA1126.an estimated accuracy of +/- 6 seconds.
 KA1126
 KA1126.The orthometric height was determined by differential leveling and
 KA1126.adjusted by the NATIONAL GEODETIC SURVEY
 KA1126.in June 1991.
 KA1126
 KA1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1126.GEOID18 height accuracy estimate available here.
 KA1126
 KA1126.Click photographs - Photos may exist for this station.
 KA1126
 KA1126.The dynamic height is computed by dividing the NAVD 88
 KA1126.geopotential number by the normal gravity value computed on the
 KA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1126.degrees latitude (g = 980.6199 gals.).
 KA1126
 KA1126.The modeled gravity was interpolated from observed gravity values.
 KA1126
 KA1126;                    North         East    Units  Estimated Accuracy
 KA1126;SPC IN W     -   459,120.      868,100.      MT  (+/- 180 meters Scaled)
 KA1126
 KA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ609594(NAD 83)
 KA1126
 KA1126                          SUPERSEDED SURVEY CONTROL
 KA1126
 KA1126  NGVD 29 (??/??/92)  145.072  (m)          475.96   (f) ADJ UNCH    1 2
 KA1126
 KA1126.Superseded values are not recommended for survey control.
 KA1126
 KA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1126.See file dsdata.pdf to determine how the superseded data were derived.
 KA1126
 KA1126_MARKER: DB = BENCH MARK DISK
 KA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1126_STAMPING: K 293 1956
 KA1126_MARK LOGO: CGS
 KA1126_PROJECTION: FLUSH
 KA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1126+STABILITY: SURFACE MOTION
 KA1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1126+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA1126
 KA1126  HISTORY     - Date     Condition        Report By
 KA1126  HISTORY     - 1956     MONUMENTED       CGS
 KA1126  HISTORY     - 20050722 GOOD             JCLS
 KA1126  HISTORY     - 20200520 GOOD             MCA
 KA1126
 KA1126                          STATION DESCRIPTION
 KA1126
 KA1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1126'1.6 MI NE FROM PRAIRIETON.
 KA1126'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE
 KA1126'METHODIST CHURCH AT PRAIRIETON, IN SECTION 19, T.11 N., R.9 W.,
 KA1126'ABOUT 0.1 MILE NORTH OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING
 KA1126'NORTH AND SOUTHWEST AND THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 KA1126'30 FEET EAST OF CENTER LINE OF HIGHWAY, 121 FEET NORTHWEST OF
 KA1126'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 78 FEET NORTH-NORTHEAST
 KA1126'OF NORTH END OF EAST HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT
 KA1126'UNDER HIGHWAY, 26 FEET SOUTH OF POWER POLE NO. 307/138, 1 FOOT
 KA1126'WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA1126'POST, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 KA1126'OF A CONCRETE POST PROJECTING 2 INCHES.
 KA1126
 KA1126                          STATION RECOVERY (2005)
 KA1126
 KA1126'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KA1126'RECOVERED IN GOOD CONDITION.
 KA1126
 KA1126                          STATION RECOVERY (2020)
 KA1126
 KA1126'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1126'THE MARK IS 45 FT (13.7 M) SOUTHERLY OF THE SOUTHEAST CORNER OF A DEAD
 KA1126'END ASPHALT DRIVE APRON, 30 FT (9.1 M) SOUTHERLY OF A WOOD UTILITY
 KA1126'POLE #307/138 AND 64.5 FT (19.7 M) EASTERLY OF A DEAD END ROAD SIGN.
 KA1126'SET CARSONITE POST EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1100 ***********************************************************************
 KA1100  DESIGNATION -  K 294
 KA1100  PID         -  KA1100
 KA1100  STATE/COUNTY-  IN/VIGO
 KA1100  COUNTRY     -  US
 KA1100  USGS QUAD   -  TERRE HAUTE (2019)
 KA1100
 KA1100                         *CURRENT SURVEY CONTROL
 KA1100  ______________________________________________________________________
 KA1100* NAD 83(1986) POSITION- 39 28 12.     (N) 087 26 48.     (W)   SCALED
 KA1100* NAVD 88 ORTHO HEIGHT -   145.545 (meters)      477.51  (feet) ADJUSTED
 KA1100  ______________________________________________________________________
 KA1100  GEOID HEIGHT    -        -32.645 (meters)                     GEOID18
 KA1100  DYNAMIC HEIGHT  -        145.462 (meters)      477.24  (feet) COMP
 KA1100  MODELED GRAVITY -    980,059.5   (mgal)                       NAVD 88
 KA1100
 KA1100  VERT ORDER      -  FIRST     CLASS II
 KA1100
 KA1100.The horizontal coordinates were scaled from a map and have
 KA1100.an estimated accuracy of +/- 6 seconds.
 KA1100
 KA1100.The orthometric height was determined by differential leveling and
 KA1100.adjusted by the NATIONAL GEODETIC SURVEY
 KA1100.in June 1991.
 KA1100
 KA1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1100.GEOID18 height accuracy estimate available here.
 KA1100
 KA1100.Click photographs - Photos may exist for this station.
 KA1100
 KA1100.The dynamic height is computed by dividing the NAVD 88
 KA1100.geopotential number by the normal gravity value computed on the
 KA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1100.degrees latitude (g = 980.6199 gals.).
 KA1100
 KA1100.The modeled gravity was interpolated from observed gravity values.
 KA1100
 KA1100;                    North         East    Units  Estimated Accuracy
 KA1100;SPC IN W     -   468,740.      868,740.      MT  (+/- 180 meters Scaled)
 KA1100
 KA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ615690(NAD 83)
 KA1100
 KA1100                          SUPERSEDED SURVEY CONTROL
 KA1100
 KA1100  NGVD 29 (??/??/92)  145.646  (m)          477.84   (f) ADJ UNCH    1 2
 KA1100
 KA1100.Superseded values are not recommended for survey control.
 KA1100
 KA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1100.See file dsdata.pdf to determine how the superseded data were derived.
 KA1100
 KA1100_MARKER: DB = BENCH MARK DISK
 KA1100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1100_STAMPING: K 294 1956
 KA1100_MARK LOGO: CGS
 KA1100_PROJECTION: FLUSH
 KA1100_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1100
 KA1100  HISTORY     - Date     Condition        Report By
 KA1100  HISTORY     - 1956     MONUMENTED       CGS
 KA1100  HISTORY     - 1977     GOOD             LOCENG
 KA1100  HISTORY     - 1990     GOOD             USPSQD
 KA1100  HISTORY     - 20100930 GOOD             PB
 KA1100
 KA1100                          STATION DESCRIPTION
 KA1100
 KA1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1100'AT WEST TERRE HAUTE.
 KA1100'AT WEST TERRE HAUTE, IN SECTION 19, T.12 N., R.9 W., AT CROSSING
 KA1100'OF THE PENNSYLVANIA RAILROAD AND NORTH THIRD STREET (U.S. HIGHWAY
 KA1100'150), ABOUT 0.1 MILE WEST OF MILE POST 75, 78 1/2 FEET SOUTH OF
 KA1100'SOUTH RAIL OF MAIN EAST BOUND TRACK, 139 FEET SOUTH AND ACROSS
 KA1100'TRACKS FROM THE SOUTHWEST CORNER OF THE STATION, 84 FEET
 KA1100'SOUTH-SOUTHEAST OF CENTER OF CROSSING OF MAIN EAST-BOUND TRACK
 KA1100'AND NORTH THIRD STREET, 29 1/2 FEET EAST OF CENTER LINE OF NORTH
 KA1100'THIRD STREET, 30 FEET SOUTH OF CENTER LINE OF RAILROAD AVENUE,
 KA1100'5 FEET EAST OF EAST EDGE OF A SIDE WALK, 12 1/2 FEET SOUTH OF A
 KA1100'FENCE CORNER, 3/4 FEET WEST OF A FENCE LINE, 1 FOOT NORTH OF
 KA1100'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACKS AND IS A DISK
 KA1100'ON COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 KA1100'BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO
 KA1100'A DEPTH OF 55 FEET.
 KA1100
 KA1100                          STATION RECOVERY (1977)
 KA1100
 KA1100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KA1100'RECOVERED IN GOOD CONDITION.
 KA1100
 KA1100                          STATION RECOVERY (1990)
 KA1100
 KA1100'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1100'RECOVERED IN GOOD CONDITION.
 KA1100
 KA1100                          STATION RECOVERY (2010)
 KA1100
 KA1100'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1660 ***********************************************************************
 JZ1660  DESIGNATION -  K 3
 JZ1660  PID         -  JZ1660
 JZ1660  STATE/COUNTY-  IN/UNION
 JZ1660  COUNTRY     -  US
 JZ1660  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1660
 JZ1660                         *CURRENT SURVEY CONTROL
 JZ1660  ______________________________________________________________________
 JZ1660* NAD 83(1986) POSITION- 39 39 49.     (N) 085 00 16.     (W)   SCALED
 JZ1660* NAVD 88 ORTHO HEIGHT -   241.775 (meters)      793.22  (feet) ADJUSTED
 JZ1660  ______________________________________________________________________
 JZ1660  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 JZ1660  DYNAMIC HEIGHT  -        241.634 (meters)      792.76  (feet) COMP
 JZ1660  MODELED GRAVITY -    980,037.6   (mgal)                       NAVD 88
 JZ1660
 JZ1660  VERT ORDER      -  SECOND    CLASS 0
 JZ1660
 JZ1660.The horizontal coordinates were scaled from a map and have
 JZ1660.an estimated accuracy of +/- 6 seconds.
 JZ1660
 JZ1660.The orthometric height was determined by differential leveling and
 JZ1660.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1660.in June 1991.
 JZ1660
 JZ1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1660.GEOID18 height accuracy estimate available here.
 JZ1660
 JZ1660.Click photographs - Photos may exist for this station.
 JZ1660
 JZ1660.The dynamic height is computed by dividing the NAVD 88
 JZ1660.geopotential number by the normal gravity value computed on the
 JZ1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1660.degrees latitude (g = 980.6199 gals.).
 JZ1660
 JZ1660.The modeled gravity was interpolated from observed gravity values.
 JZ1660
 JZ1660;                    North         East    Units  Estimated Accuracy
 JZ1660;SPC IN E     -   490,380.      156,830.      MT  (+/- 180 meters Scaled)
 JZ1660
 JZ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ711923(NAD 83)
 JZ1660
 JZ1660                          SUPERSEDED SURVEY CONTROL
 JZ1660
 JZ1660  NGVD 29 (??/??/92)  241.927  (m)          793.72   (f) ADJ UNCH    2 0
 JZ1660
 JZ1660.Superseded values are not recommended for survey control.
 JZ1660
 JZ1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1660.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1660
 JZ1660_MARKER: DB = BENCH MARK DISK
 JZ1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1660_STAMPING: K 3 1928
 JZ1660_MARK LOGO: USGS
 JZ1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1660+STABILITY: SURFACE MOTION
 JZ1660
 JZ1660  HISTORY     - Date     Condition        Report By
 JZ1660  HISTORY     - 1928     MONUMENTED       USGS
 JZ1660  HISTORY     - 1942     GOOD             CGS
 JZ1660
 JZ1660                          STATION DESCRIPTION
 JZ1660
 JZ1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1660'AT BROWNSVILLE.
 JZ1660'AT BROWNSVILLE, UNION COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ1660'ACROSS THE TRACK FROM THE SOUTH DOOR OF THE ABANDONED RAILROAD
 JZ1660'STATION, 30 YARDS WEST OF THE EAST RAIL, 30 YARDS SOUTHEAST OF
 JZ1660'THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL, 1 FOOT SOUTHEAST OF
 JZ1660'A ROW OF POPLAR TREES ALONG THE EAST SIDE OF THE SCHOOL GROUNDS,
 JZ1660'8.1 FEET NORTH OF THE SOUTHERNMOST TREE, AND LEVEL WITH THE
 JZ1660'TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ1660'DISK, STAMPED K 3 1928 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0652 ***********************************************************************
 KA0652  DESIGNATION -  K 3 RESET
 KA0652  PID         -  KA0652
 KA0652  STATE/COUNTY-  IN/PUTNAM
 KA0652  COUNTRY     -  US
 KA0652  USGS QUAD   -  CLINTON FALLS (2019)
 KA0652
 KA0652                         *CURRENT SURVEY CONTROL
 KA0652  ______________________________________________________________________
 KA0652* NAD 83(1986) POSITION- 39 38 59.     (N) 086 53 03.     (W)   SCALED
 KA0652* NAVD 88 ORTHO HEIGHT -   220.277 (meters)      722.69  (feet) ADJUSTED
 KA0652  ______________________________________________________________________
 KA0652  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KA0652  DYNAMIC HEIGHT  -        220.153 (meters)      722.29  (feet) COMP
 KA0652  MODELED GRAVITY -    980,057.4   (mgal)                       NAVD 88
 KA0652
 KA0652  VERT ORDER      -  FIRST     CLASS II
 KA0652
 KA0652.The horizontal coordinates were scaled from a map and have
 KA0652.an estimated accuracy of +/- 6 seconds.
 KA0652
 KA0652.The orthometric height was determined by differential leveling and
 KA0652.adjusted by the NATIONAL GEODETIC SURVEY
 KA0652.in June 1991.
 KA0652
 KA0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0652.GEOID18 height accuracy estimate available here.
 KA0652
 KA0652.Click photographs - Photos may exist for this station.
 KA0652
 KA0652.The dynamic height is computed by dividing the NAVD 88
 KA0652.geopotential number by the normal gravity value computed on the
 KA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0652.degrees latitude (g = 980.6199 gals.).
 KA0652
 KA0652.The modeled gravity was interpolated from observed gravity values.
 KA0652
 KA0652;                    North         East    Units  Estimated Accuracy
 KA0652;SPC IN W     -   488,650.      917,090.      MT  (+/- 180 meters Scaled)
 KA0652
 KA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ099888(NAD 83)
 KA0652
 KA0652                          SUPERSEDED SURVEY CONTROL
 KA0652
 KA0652  NGVD 29 (??/??/92)  220.392  (m)          723.07   (f) ADJ UNCH    1 2
 KA0652
 KA0652.Superseded values are not recommended for survey control.
 KA0652
 KA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0652.See file dsdata.pdf to determine how the superseded data were derived.
 KA0652
 KA0652_MARKER: DB = BENCH MARK DISK
 KA0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0652_SP_SET: HEADWALL
 KA0652_STAMPING: K 3 RESET 1944
 KA0652_MARK LOGO: CGS
 KA0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0652+STABILITY: SURFACE MOTION
 KA0652
 KA0652  HISTORY     - Date     Condition        Report By
 KA0652  HISTORY     - 1944     MONUMENTED       NYCRR
 KA0652  HISTORY     - 1946     GOOD             CGS
 KA0652  HISTORY     - 1985     GOOD             NGS
 KA0652
 KA0652                          STATION DESCRIPTION
 KA0652
 KA0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0652'0.9 MI SW FROM GREENCASTLE.
 KA0652'ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 0.9 MILE SOUTHWEST
 KA0652'OF THE STATION AT GREENCASTLE, AT MILE POST 40, IN TOP OF THE WEST
 KA0652'END OF THE NORTH PARAPET WALL AT THE WEST END OF A 3 SPAN CONCRETE
 KA0652'ARCH BRIDGE OVER BIG WALNUT CREEK, 12 FEET EAST OF THE WEST END
 KA0652'OF THE BRIDGE AND 10.5 FEET NORTH OF THE NORTH RAIL OF THE WEST
 KA0652'BOUND TRACK, ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 KA0652'K 3 RESET 1944.
 KA0652
 KA0652                          STATION RECOVERY (1985)
 KA0652
 KA0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0652'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0652'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1661 ***********************************************************************
 JZ1661  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1661  DESIGNATION -  K 3 USGS RESET
 JZ1661  PID         -  JZ1661
 JZ1661  STATE/COUNTY-  IN/UNION
 JZ1661  COUNTRY     -  US
 JZ1661  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1661
 JZ1661                         *CURRENT SURVEY CONTROL
 JZ1661  ______________________________________________________________________
 JZ1661* NAD 83(2011) POSITION- 39 39 50.94476(N) 085 00 14.37603(W)   ADJUSTED
 JZ1661* NAD 83(2011) ELLIP HT-   207.888 (meters)        (06/27/12)   ADJUSTED
 JZ1661* NAD 83(2011) EPOCH   -  2010.00
 JZ1661* NAVD 88 ORTHO HEIGHT -   241.7   (meters)      793.    (feet) GPS OBS
 JZ1661  ______________________________________________________________________
 JZ1661  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JZ1661  GEOID HEIGHT    -        -33.772 (meters)                     GEOID96
 JZ1661  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 JZ1661  NAD 83(2011) X  -    428,181.894 (meters)                     COMP
 JZ1661  NAD 83(2011) Y  - -4,898,073.290 (meters)                     COMP
 JZ1661  NAD 83(2011) Z  -  4,049,482.571 (meters)                     COMP
 JZ1661  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 JZ1661
 JZ1661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1661  Standards:
 JZ1661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1661  -------------------------------------------------------------------
 JZ1661  NETWORK    0.91   1.94           0.43   0.28   0.99     -0.14194119
 JZ1661  -------------------------------------------------------------------
 JZ1661  Click here for local accuracies and other accuracy information.
 JZ1661
 JZ1661.The horizontal coordinates were established by GPS observations
 JZ1661.and adjusted by the National Geodetic Survey in June 2012.
 JZ1661
 JZ1661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1661.been affixed to the stable North American tectonic plate. See 
 JZ1661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1661
 JZ1661.The horizontal coordinates are valid at the epoch date displayed above
 JZ1661.which is a decimal equivalence of Year/Month/Day.
 JZ1661
 JZ1661.The orthometric height was determined by GPS observations and a
 JZ1661.high-resolution geoid model.
 JZ1661
 JZ1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1661.GEOID18 height accuracy estimate available here.
 JZ1661
 JZ1661.Click photographs - Photos may exist for this station.
 JZ1661
 JZ1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1661
 JZ1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1661
 JZ1661.The ellipsoidal height was determined by GPS observations
 JZ1661.and is referenced to NAD 83.
 JZ1661
 JZ1661. The following values were computed from the NAD 83(2011) position.
 JZ1661
 JZ1661;                    North         East     Units Scale Factor Converg.
 JZ1661;SPC IN E     -   490,439.023   156,862.829   MT  1.00000646   +0 25 22.8
 JZ1661;SPC IN E     - 1,609,048.69    514,640.80   sFT  1.00000646   +0 25 22.8
 JZ1661;UTM  16      - 4,392,386.387   671,216.783   MT  0.99996093   +1 16 27.6
 JZ1661
 JZ1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1661!SPC IN E     -   0.99996739  x   1.00000646  =   0.99997385
 JZ1661!UTM  16      -   0.99996739  x   0.99996093  =   0.99992832
 JZ1661
 JZ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7121692386(NAD 83)
 JZ1661
 JZ1661                          SUPERSEDED SURVEY CONTROL
 JZ1661
 JZ1661  NAD 83(2007)-  39 39 50.94484(N)    085 00 14.37687(W) AD(2002.00) 0
 JZ1661  ELLIP H (02/10/07)  207.908  (m)                       GP(2002.00)    
 JZ1661  NAD 83(1997)-  39 39 50.94506(N)    085 00 14.37659(W) AD(       ) B
 JZ1661  ELLIP H (04/10/98)  207.958  (m)                       GP(       ) 4 1
 JZ1661
 JZ1661.Superseded values are not recommended for survey control.
 JZ1661
 JZ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1661.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1661
 JZ1661_MARKER: DB = BENCH MARK DISK
 JZ1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1661_STAMPING: 794 K 3 1928 RESET 1958
 JZ1661_MARK LOGO: USGS
 JZ1661_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1661+STABILITY: SURFACE MOTION
 JZ1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1661+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 JZ1661
 JZ1661  HISTORY     - Date     Condition        Report By
 JZ1661  HISTORY     - 1958     MONUMENTED       USGS
 JZ1661  HISTORY     - 19970723 GOOD             SEC
 JZ1661  HISTORY     - 20070530 GOOD             INDIV
 JZ1661
 JZ1661                          STATION DESCRIPTION
 JZ1661
 JZ1661'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JZ1661'AT BROWNSVILLE.
 JZ1661'AT BROWNSVILLE, UNION COUNTY, ON THE B AND O RAILROAD, 33.6 FEET
 JZ1661'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 23.0 FEET WEST
 JZ1661'OF THE WEST RAIL, 15.3 FEET NORTH OF A LARGE STEEL BOX MOUNTED
 JZ1661'ON A CONCRETE BASE, 115 FEET NORTHEAST OF THE NORTHEAST CORNER
 JZ1661'OF BROWNSVILLE SCHOOL, AND 6 FEET NORTH OF A POWER POLE.  A
 JZ1661'USGS STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1661'1 INCH ABOVE GROUND.
 JZ1661
 JZ1661                          STATION RECOVERY (1997)
 JZ1661
 JZ1661'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1661'THE STATION IS LOCATED 6.4 KM (3.95 MI) WEST-NORTHWEST OF LIBERTY, IN
 JZ1661'BROWNSVILLE, NEAR THE CENTER OF TOWN, IN THE SOUTHWEST QUADRANT OF THE
 JZ1661'RAILROAD CROSSING AT OLD BROWNSVILLE ROAD BROWNSVILLE.
 JZ1661'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 JZ1661'SOUTH MAIN STREET AND OLD BROWNSVILLE ROAD, NEAR THE CENTER OF
 JZ1661'BROWNSVILLE, GO EAST FOR ABOUT 30 METERS (98.4 FT) ALONG OLD
 JZ1661'BROWNSVILLE ROAD TO THE STATION ON THE RIGHT, JUST BEFORE THE RAILROAD
 JZ1661'CROSSING AND JUST EAST OF A GRAVEL TRACK ROAD.  STATION IS 10.8 METERS
 JZ1661'(35.4 FT) WEST OF THE WEST RAIL OF TRACKS, 10.2 METERS (33.5 FT) SOUTH
 JZ1661'OF THE OLD BROWNSVILLE FENCE, 7.6 METERS (24.9 FT) EAST OF THE
 JZ1661'NORTHEAST CORNER OF A CHAIN LINK FENCE, 4.3 METERS (14.1 FT) EAST OF A
 JZ1661'GRAVEL TRACK ROAD CENTER, 1.9 METERS (6.2 FT) SOUTHEAST OF A SHORT
 JZ1661'UTILITY BRACE POLE WITH ONE GUY WIRE, 1.8 METERS (5.9 FT) NORTH OF A
 JZ1661'UTILITY POLE MARKED---B.M.--- AND WITNESS POST, ABOUT 0.3 METERS (1.0
 JZ1661'FT) ABOVE THE TRACK ROAD LEVEL AND FLUSH WITH GROUND.
 JZ1661
 JZ1661                          STATION RECOVERY (2007)
 JZ1661
 JZ1661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TCN)
 JZ1661'RECOVERED BY MD WESSLER AND ASSOCIATES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0813 ***********************************************************************
 MD0813  DESIGNATION -  K 305
 MD0813  PID         -  MD0813
 MD0813  STATE/COUNTY-  IN/ALLEN
 MD0813  COUNTRY     -  US
 MD0813  USGS QUAD   -  CHURUBUSCO (2019)
 MD0813
 MD0813                         *CURRENT SURVEY CONTROL
 MD0813  ______________________________________________________________________
 MD0813* NAD 83(1986) POSITION- 41 07 58.     (N) 085 15 56.     (W)   SCALED
 MD0813* NAVD 88 ORTHO HEIGHT -   259.160 (meters)      850.26  (feet) ADJUSTED
 MD0813  ______________________________________________________________________
 MD0813  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 MD0813  DYNAMIC HEIGHT  -        259.061 (meters)      849.94  (feet) COMP
 MD0813  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 MD0813
 MD0813  VERT ORDER      -  SECOND    CLASS 0
 MD0813
 MD0813.The horizontal coordinates were scaled from a map and have
 MD0813.an estimated accuracy of +/- 6 seconds.
 MD0813
 MD0813.The orthometric height was determined by differential leveling and
 MD0813.adjusted by the NATIONAL GEODETIC SURVEY
 MD0813.in June 1991.
 MD0813
 MD0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0813.GEOID18 height accuracy estimate available here.
 MD0813
 MD0813.Click photographs - Photos may exist for this station.
 MD0813
 MD0813.The dynamic height is computed by dividing the NAVD 88
 MD0813.geopotential number by the normal gravity value computed on the
 MD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0813.degrees latitude (g = 980.6199 gals.).
 MD0813
 MD0813.The modeled gravity was interpolated from observed gravity values.
 MD0813
 MD0813;                    North         East    Units  Estimated Accuracy
 MD0813;SPC IN E     -   653,380.      133,680.      MT  (+/- 180 meters Scaled)
 MD0813
 MD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL455549(NAD 83)
 MD0813
 MD0813                          SUPERSEDED SURVEY CONTROL
 MD0813
 MD0813  NGVD 29 (??/??/92)  259.317  (m)          850.78   (f) ADJ UNCH    2 0
 MD0813
 MD0813.Superseded values are not recommended for survey control.
 MD0813
 MD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0813.See file dsdata.pdf to determine how the superseded data were derived.
 MD0813
 MD0813_MARKER: DB = BENCH MARK DISK
 MD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0813_STAMPING: K 305 1963
 MD0813_MARK LOGO: CGS
 MD0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0813+STABILITY: SURFACE MOTION
 MD0813
 MD0813  HISTORY     - Date     Condition        Report By
 MD0813  HISTORY     - 1963     MONUMENTED       CGS
 MD0813
 MD0813                          STATION DESCRIPTION
 MD0813
 MD0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0813'2.5 MI NE FROM ARCOLA.
 MD0813'LOCATED AKING THE NORTH RIGHT AWAY OF OLD U.S. HIGHWAY 30 AT
 MD0813'STAHLHUT ROAD.  THE MARK IS ABOUT 0.5 MILE NORTH OF THE NEW U.S.
 MD0813'HIGHWAY 30, 54.6 FEET NORTH OF THE CENTERLINE OF OLD U.S.
 MD0813'HIGHWAY 30, FEET WEST OF THE CENTERLINE OF STAHLHUT, 28.9 FEET
 MD0813'NORTH NORTHEAST OF THE END OF A CULVERT PIPE, 22.5 FEET WEST OF A
 MD0813'STOP SIGN, 14.7 FEET EAST NORTHEAST OF A POWER NUMBER 55-629, 9.4
 MD0813'FEET EAST NORTH EAST OF A SIGN POST AND 3.2 FEET SOUTHEAST OF A
 MD0813'FENCE LINE.  A STANDARD DISK, STAMPED K 305 1963, SET IN THE TOP
 MD0813'OF A 14 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 MD0813'ABOVE THE GROUND.  TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE
 MD0813'0.45 MILE EAST OF THE ARCOLA ROAD TO THE FELGER ROAD, TURN
 MD0813'LEFT AND GO 2.0 MILES NORTH TO OLD U.S HIGHWAY 30, TURN RIGHT AND
 MD0813'GO 1.0 MILES EAST TO THE JUNCTION OF STAHLHUT ROAD AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0459 ***********************************************************************
 JA0459  DESIGNATION -  K 306
 JA0459  PID         -  JA0459
 JA0459  STATE/COUNTY-  IN/HARRISON
 JA0459  COUNTRY     -  US
 JA0459  USGS QUAD   -  MAUCKPORT (2019)
 JA0459
 JA0459                         *CURRENT SURVEY CONTROL
 JA0459  ______________________________________________________________________
 JA0459* NAD 83(1986) POSITION- 38 00 58.     (N) 086 09 56.     (W)   SCALED
 JA0459* NAVD 88 ORTHO HEIGHT -   133.901 (meters)      439.31  (feet) ADJUSTED
 JA0459  ______________________________________________________________________
 JA0459  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 JA0459  DYNAMIC HEIGHT  -        133.806 (meters)      439.00  (feet) COMP
 JA0459  MODELED GRAVITY -    979,921.9   (mgal)                       NAVD 88
 JA0459
 JA0459  VERT ORDER      -  FIRST     CLASS II
 JA0459
 JA0459.The horizontal coordinates were scaled from a map and have
 JA0459.an estimated accuracy of +/- 6 seconds.
 JA0459
 JA0459.The orthometric height was determined by differential leveling and
 JA0459.adjusted by the NATIONAL GEODETIC SURVEY
 JA0459.in June 1991.
 JA0459
 JA0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0459.GEOID18 height accuracy estimate available here.
 JA0459
 JA0459.Click photographs - Photos may exist for this station.
 JA0459
 JA0459.The dynamic height is computed by dividing the NAVD 88
 JA0459.geopotential number by the normal gravity value computed on the
 JA0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0459.degrees latitude (g = 980.6199 gals.).
 JA0459
 JA0459.The modeled gravity was interpolated from observed gravity values.
 JA0459
 JA0459;                    North         East    Units  Estimated Accuracy
 JA0459;SPC IN E     -   307,400.       56,190.      MT  (+/- 180 meters Scaled)
 JA0459
 JA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH732079(NAD 83)
 JA0459
 JA0459                          SUPERSEDED SURVEY CONTROL
 JA0459
 JA0459  NGVD 29 (??/??/92)  134.018  (m)          439.69   (f) ADJ UNCH    1 2
 JA0459
 JA0459.Superseded values are not recommended for survey control.
 JA0459
 JA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0459.See file dsdata.pdf to determine how the superseded data were derived.
 JA0459
 JA0459_MARKER: DB = BENCH MARK DISK
 JA0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0459_STAMPING: K 306 1964
 JA0459_MARK LOGO: CGS
 JA0459_PROJECTION: FLUSH
 JA0459_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0459
 JA0459  HISTORY     - Date     Condition        Report By
 JA0459  HISTORY     - 1964     MONUMENTED       CGS
 JA0459  HISTORY     - 1965     GOOD             CGS
 JA0459
 JA0459                          STATION DESCRIPTION
 JA0459
 JA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0459'2 MI E FROM MAUCKPORT.
 JA0459'2.0 MILES EAST ALONG STATE HIGHWAY 135 FROM THE HIGHWAY BRIDGE
 JA0459'OVER LICK RUN AT MAUCKPORT, ABOUT 0.05 MILE EAST OF THE JUNCTION
 JA0459'OF STATE HIGHWAY 11, ON PROPERTY PRESENTLY OWNED BY MR. WAYNE
 JA0459'WISEMAN, NEAR THE NORTHWEST CORNER OF THE YARD, 42.3 FEET
 JA0459'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 42 FEET EAST OF
 JA0459'THE CENTER LINE OF STATE HIGHWAY 135, 21 1/2 FEET SOUTHWEST OF
 JA0459'THE CENTER LINE OF DRIVE LEADING TO HOUSE, 1.0 FOOT WEST OF A
 JA0459'POWER POLE THAT SUPPORTS A TRANSFORMER, ABOUT 6 FEET ABOVE THE
 JA0459'LEVEL OF THE ROAD AND IS A DISK ON TOP OF A COPPER COATED STEEL
 JA0459'ROAD FLUSH AND PROTECTED BY A 4-INCH TILE FLUSH WITH THE GROUND.
 JA0459'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 18 FEET.  SEC 2 T
 JA0459'6 S R 3 E.
 JA0459
 JA0459                          STATION RECOVERY (1965)
 JA0459
 JA0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0661 ***********************************************************************
 JA0661  DESIGNATION -  K 309
 JA0661  PID         -  JA0661
 JA0661  STATE/COUNTY-  IN/LAWRENCE
 JA0661  COUNTRY     -  US
 JA0661  USGS QUAD   -  HURON (2019)
 JA0661
 JA0661                         *CURRENT SURVEY CONTROL
 JA0661  ______________________________________________________________________
 JA0661* NAD 83(1986) POSITION- 38 43 07.46   (N) 086 38 41.64   (W)   HD_HELD1
 JA0661* NAVD 88 ORTHO HEIGHT -   176.409 (meters)      578.77  (feet) ADJUSTED
 JA0661  ______________________________________________________________________
 JA0661  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JA0661  DYNAMIC HEIGHT  -        176.296 (meters)      578.40  (feet) COMP
 JA0661  MODELED GRAVITY -    979,982.4   (mgal)                       NAVD 88
 JA0661
 JA0661  VERT ORDER      -  FIRST     CLASS II
 JA0661
 JA0661.The horizontal coordinates were determined by differentially corrected
 JA0661.hand held GPS observations or other comparable positioning techniques
 JA0661.and have an estimated accuracy of +/- 3 meters.
 JA0661
 JA0661.The orthometric height was determined by differential leveling and
 JA0661.adjusted by the NATIONAL GEODETIC SURVEY
 JA0661.in June 1991.
 JA0661
 JA0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0661.GEOID18 height accuracy estimate available here.
 JA0661
 JA0661.Click photographs - Photos may exist for this station.
 JA0661
 JA0661.The dynamic height is computed by dividing the NAVD 88
 JA0661.geopotential number by the normal gravity value computed on the
 JA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0661.degrees latitude (g = 980.6199 gals.).
 JA0661
 JA0661.The modeled gravity was interpolated from observed gravity values.
 JA0661
 JA0661;                    North         East    Units  Estimated Accuracy
 JA0661;SPC IN W     -   385,365.0     938,128.6     MT  (+/- 3 meters HH1 GPS) 
 JA0661
 JA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3087085625(NAD 83)
 JA0661
 JA0661                          SUPERSEDED SURVEY CONTROL
 JA0661
 JA0661  NGVD 29 (??/??/92)  176.532  (m)          579.17   (f) ADJ UNCH    1 2
 JA0661
 JA0661.Superseded values are not recommended for survey control.
 JA0661
 JA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0661.See file dsdata.pdf to determine how the superseded data were derived.
 JA0661
 JA0661_MARKER: DB = BENCH MARK DISK
 JA0661_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0661+WITH SETTING: PAVEMENT
 JA0661_SP_SET: SEMAPHORE BASE
 JA0661_STAMPING: K 309 1965
 JA0661_MARK LOGO: CGS
 JA0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0661+STABILITY: SURFACE MOTION
 JA0661
 JA0661  HISTORY     - Date     Condition        Report By
 JA0661  HISTORY     - 1965     MONUMENTED       CGS
 JA0661
 JA0661                          STATION DESCRIPTION
 JA0661
 JA0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0661'1.6 MI E FROM HURON.
 JA0661'ABOUT 1.55 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0661'THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 4, T 3 N,
 JA0661'R 2 W, AT MILEPOST 136-20 AND A ROAD CROSSING, 10 FEET NORTH OF
 JA0661'THE NORTH RAIL, SET IN THE TOP OF AN ABANDONED CONCRETE BASE FOR
 JA0661'A SEMAPHORE SIGNAL, 71 FEET SOUTH OF THE CENTER LINE OF U.S.
 JA0661'HIGHWAY 50, 24 FEET WEST OF THE CENTER LINE OF ROAD NUMBER 980S,
 JA0661'5.2 FEET SOUTHWEST OF A ROAD CROSSING SIGN, ABOUT LEVEL WITH
 JA0661'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0729 ***********************************************************************
 LB0729  DESIGNATION -  K 31
 LB0729  PID         -  LB0729
 LB0729  STATE/COUNTY-  IN/TIPPECANOE
 LB0729  COUNTRY     -  US
 LB0729  USGS QUAD   -  STOCKWELL (2019)
 LB0729
 LB0729                         *CURRENT SURVEY CONTROL
 LB0729  ______________________________________________________________________
 LB0729* NAD 83(1986) POSITION- 40 22 24.     (N) 086 47 41.     (W)   SCALED
 LB0729* NAVD 88 ORTHO HEIGHT -   202.604 (meters)      664.71  (feet) ADJUSTED
 LB0729  ______________________________________________________________________
 LB0729  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 LB0729  DYNAMIC HEIGHT  -        202.502 (meters)      664.38  (feet) COMP
 LB0729  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 LB0729
 LB0729  VERT ORDER      -  SECOND    CLASS 0
 LB0729
 LB0729.The horizontal coordinates were scaled from a map and have
 LB0729.an estimated accuracy of +/- 6 seconds.
 LB0729
 LB0729.The orthometric height was determined by differential leveling and
 LB0729.adjusted by the NATIONAL GEODETIC SURVEY
 LB0729.in June 1991.
 LB0729
 LB0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0729.GEOID18 height accuracy estimate available here.
 LB0729
 LB0729.Click photographs - Photos may exist for this station.
 LB0729
 LB0729.The dynamic height is computed by dividing the NAVD 88
 LB0729.geopotential number by the normal gravity value computed on the
 LB0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0729.degrees latitude (g = 980.6199 gals.).
 LB0729
 LB0729.The modeled gravity was interpolated from observed gravity values.
 LB0729
 LB0729;                    North         East    Units  Estimated Accuracy
 LB0729;SPC IN W     -   569,010.      924,510.      MT  (+/- 180 meters Scaled)
 LB0729
 LB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK174692(NAD 83)
 LB0729
 LB0729                          SUPERSEDED SURVEY CONTROL
 LB0729
 LB0729  NGVD 29 (??/??/92)  202.708  (m)          665.05   (f) ADJ UNCH    2 0
 LB0729
 LB0729.Superseded values are not recommended for survey control.
 LB0729
 LB0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0729.See file dsdata.pdf to determine how the superseded data were derived.
 LB0729
 LB0729_MARKER: DB = BENCH MARK DISK
 LB0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0729_STAMPING: K 31 1934
 LB0729_MARK LOGO: CGS
 LB0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0729+STABILITY: SURFACE MOTION
 LB0729
 LB0729  HISTORY     - Date     Condition        Report By
 LB0729  HISTORY     - 1934     MONUMENTED       CGS
 LB0729  HISTORY     - 1946     GOOD             CGS
 LB0729  HISTORY     - 1966     GOOD             CGS
 LB0729  HISTORY     - 20200226 MARK NOT FOUND   BFSINC
 LB0729
 LB0729                          STATION DESCRIPTION
 LB0729
 LB0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0729'1.3 MI W FROM DAYTON.
 LB0729'1.3 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0729'FROM THE STATION AT DAYTON, TIPPECANOE COUNTY, 5-1/2 RAILS EAST
 LB0729'OF MILEPOST S 251, AT THE CROSSING OF THE GRAVEL ROAD LEADING
 LB0729'TO THE THAD COLLYER HOUSE, 41.2 FEET SOUTH OF THE SOUTH RAIL,
 LB0729'15 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 6 FEET
 LB0729'NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED K 31 1934
 LB0729'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 LB0729'GROUND.
 LB0729
 LB0729                          STATION RECOVERY (1966)
 LB0729
 LB0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0729'RECOVERED IN GOOD CONDITION.
 LB0729
 LB0729                          STATION RECOVERY (2020)
 LB0729
 LB0729'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2020 (JS)
 LB0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2149 ***********************************************************************
 JA2149  DESIGNATION -  K 310 RESET
 JA2149  PID         -  JA2149
 JA2149  STATE/COUNTY-  IN/ORANGE
 JA2149  COUNTRY     -  US
 JA2149  USGS QUAD   -  VALEENE (2019)
 JA2149
 JA2149                         *CURRENT SURVEY CONTROL
 JA2149  ______________________________________________________________________
 JA2149* NAD 83(1986) POSITION- 38 28 01.61   (N) 086 26 57.61   (W)   HD_HELD1
 JA2149* NAVD 88 ORTHO HEIGHT -   184.73  (meters)      606.1   (feet) RESET
 JA2149  ______________________________________________________________________
 JA2149  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 JA2149  VERT ORDER      -  THIRD
 JA2149
 JA2149.The horizontal coordinates were determined by differentially corrected
 JA2149.hand held GPS observations or other comparable positioning techniques
 JA2149.and have an estimated accuracy of +/- 3 meters.
 JA2149
 JA2149.The orthometric height was computed from unverified reset data.
 JA2149
 JA2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2149.GEOID18 height accuracy estimate available here.
 JA2149
 JA2149.Click photographs - Photos may exist for this station.
 JA2149
 JA2149;                    North         East    Units  Estimated Accuracy
 JA2149;SPC IN W     -   357,532.8     955,328.9     MT  (+/- 3 meters HH1 GPS) 
 JA2149
 JA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4803857787(NAD 83)
 JA2149
 JA2149                          SUPERSEDED SURVEY CONTROL
 JA2149
 JA2149  NGVD 29 (08/22/16)  184.84   (m)          606.4    (f) RESET       3  
 JA2149
 JA2149.Superseded values are not recommended for survey control.
 JA2149
 JA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2149.See file dsdata.pdf to determine how the superseded data were derived.
 JA2149
 JA2149_MARKER: DV = VERTICAL CONTROL DISK
 JA2149_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA2149+WITH SETTING: PAVEMENT
 JA2149_SP_SET: BRIDGE DECK
 JA2149_STAMPING: K 310 RESET 1990
 JA2149_MARK LOGO: NGS
 JA2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2149+STABILITY: SURFACE MOTION
 JA2149
 JA2149  HISTORY     - Date     Condition        Report By
 JA2149  HISTORY     - 1990     MONUMENTED       INHD
 JA2149
 JA2149                          STATION DESCRIPTION
 JA2149
 JA2149'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1990
 JA2149'ALONG STATE ROAD 37 (SOUTH EAST TOWNSHIP), 7.3 MILES (11.7 KM) SOUTH
 JA2149'OF JUNCTION WITH U.S. 150 IN PAOLI, IN SOUTHWEST CORNER OF CONCRETE
 JA2149'BRIDGE DECK, 22 FEET (6.7 M) WEST OF CENTERLINE OF STATE ROAD NO. 37,
 JA2149'(SEC6, T1S, R1E).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0715 ***********************************************************************
 JA0715  DESIGNATION -  K 311
 JA0715  PID         -  JA0715
 JA0715  STATE/COUNTY-  IN/MARTIN
 JA0715  COUNTRY     -  US
 JA0715  USGS QUAD   -  LOOGOOTEE (2019)
 JA0715
 JA0715                         *CURRENT SURVEY CONTROL
 JA0715  ______________________________________________________________________
 JA0715* NAD 83(1986) POSITION- 38 40 52.     (N) 086 52 41.     (W)   SCALED
 JA0715* NAVD 88 ORTHO HEIGHT -   144.300 (meters)      473.42  (feet) ADJUSTED
 JA0715  ______________________________________________________________________
 JA0715  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 JA0715  DYNAMIC HEIGHT  -        144.207 (meters)      473.12  (feet) COMP
 JA0715  MODELED GRAVITY -    979,979.6   (mgal)                       NAVD 88
 JA0715
 JA0715  VERT ORDER      -  FIRST     CLASS II
 JA0715
 JA0715.The horizontal coordinates were scaled from a map and have
 JA0715.an estimated accuracy of +/- 6 seconds.
 JA0715
 JA0715.The orthometric height was determined by differential leveling and
 JA0715.adjusted by the NATIONAL GEODETIC SURVEY
 JA0715.in June 1991.
 JA0715
 JA0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0715.GEOID18 height accuracy estimate available here.
 JA0715
 JA0715.Click photographs - Photos may exist for this station.
 JA0715
 JA0715.The dynamic height is computed by dividing the NAVD 88
 JA0715.geopotential number by the normal gravity value computed on the
 JA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0715.degrees latitude (g = 980.6199 gals.).
 JA0715
 JA0715.The modeled gravity was interpolated from observed gravity values.
 JA0715
 JA0715;                    North         East    Units  Estimated Accuracy
 JA0715;SPC IN W     -   381,120.      917,860.      MT  (+/- 180 meters Scaled)
 JA0715
 JA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH106813(NAD 83)
 JA0715
 JA0715                          SUPERSEDED SURVEY CONTROL
 JA0715
 JA0715  NGVD 29 (??/??/92)  144.429  (m)          473.85   (f) ADJ UNCH    1 2
 JA0715
 JA0715.Superseded values are not recommended for survey control.
 JA0715
 JA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0715.See file dsdata.pdf to determine how the superseded data were derived.
 JA0715
 JA0715_MARKER: DB = BENCH MARK DISK
 JA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0715_STAMPING: K 311 1965
 JA0715_MARK LOGO: CGS
 JA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0715+STABILITY: SURFACE MOTION
 JA0715
 JA0715  HISTORY     - Date     Condition        Report By
 JA0715  HISTORY     - 1965     MONUMENTED       CGS
 JA0715
 JA0715                          STATION DESCRIPTION
 JA0715
 JA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0715'2.5 MI E FROM LOOGOOTEE.
 JA0715'ABOUT 2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0715'THE STATION AT LOOGOOTEE, IN SECTION 20, T 3 N, R 4 W, 300 FEET
 JA0715'WEST OF A ROAD CROSSING, 6 POLES WEST OF MILEPOST 152-40, 36 1/2
 JA0715'FEET NORTH OF THE NORTH RAIL, 2.0 FEET WEST OF A METAL WITNESS
 JA0715'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JA0715'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0247 ***********************************************************************
 JA0247  DESIGNATION -  K 312
 JA0247  PID         -  JA0247
 JA0247  STATE/COUNTY-  IN/HARRISON
 JA0247  COUNTRY     -  US
 JA0247  USGS QUAD   -  DEPAUW (2019)
 JA0247
 JA0247                         *CURRENT SURVEY CONTROL
 JA0247  ______________________________________________________________________
 JA0247* NAD 83(1986) POSITION- 38 19 21.     (N) 086 09 52.     (W)   SCALED
 JA0247* NAVD 88 ORTHO HEIGHT -   212.406 (meters)      696.87  (feet) ADJUSTED
 JA0247  ______________________________________________________________________
 JA0247  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 JA0247  DYNAMIC HEIGHT  -        212.257 (meters)      696.38  (feet) COMP
 JA0247  MODELED GRAVITY -    979,923.9   (mgal)                       NAVD 88
 JA0247
 JA0247  VERT ORDER      -  FIRST     CLASS II
 JA0247
 JA0247.The horizontal coordinates were scaled from a map and have
 JA0247.an estimated accuracy of +/- 6 seconds.
 JA0247
 JA0247.The orthometric height was determined by differential leveling and
 JA0247.adjusted by the NATIONAL GEODETIC SURVEY
 JA0247.in June 1991.
 JA0247
 JA0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0247.GEOID18 height accuracy estimate available here.
 JA0247
 JA0247.Click photographs - Photos may exist for this station.
 JA0247
 JA0247.The dynamic height is computed by dividing the NAVD 88
 JA0247.geopotential number by the normal gravity value computed on the
 JA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0247.degrees latitude (g = 980.6199 gals.).
 JA0247
 JA0247.The modeled gravity was interpolated from observed gravity values.
 JA0247
 JA0247;                    North         East    Units  Estimated Accuracy
 JA0247;SPC IN E     -   341,410.       56,470.      MT  (+/- 180 meters Scaled)
 JA0247
 JA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH730419(NAD 83)
 JA0247
 JA0247                          SUPERSEDED SURVEY CONTROL
 JA0247
 JA0247  NGVD 29 (??/??/92)  212.527  (m)          697.27   (f) ADJ UNCH    1 2
 JA0247
 JA0247.Superseded values are not recommended for survey control.
 JA0247
 JA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0247.See file dsdata.pdf to determine how the superseded data were derived.
 JA0247
 JA0247_MARKER: DB = BENCH MARK DISK
 JA0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0247_STAMPING: K 312 1965
 JA0247_MARK LOGO: CGS
 JA0247_PROJECTION: FLUSH
 JA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0247+STABILITY: SURFACE MOTION
 JA0247
 JA0247  HISTORY     - Date     Condition        Report By
 JA0247  HISTORY     - 1965     MONUMENTED       CGS
 JA0247
 JA0247                          STATION DESCRIPTION
 JA0247
 JA0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0247'3.2 MI E FROM DE PAUW.
 JA0247'3.25 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 JA0247'OF THE RAILROAD AND STATE ROAD 337 AT DE PAUW, OR ABOUT 3.8 MILES
 JA0247'WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT CORYDON
 JA0247'JUNCTION, IN SECTION 22, T 2 S, R 3 E, ABOUT 0.3 MILE WEST OF
 JA0247'THE WEST END OF THE SIDE TRACK AT RAMSEY, 5 RAILS EAST OF MILEPOST
 JA0247'247, 18 FEET SOUTH OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS
 JA0247'POST, 2 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A
 JA0247'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1341 ***********************************************************************
 HZ1341  DESIGNATION -  K 313 RESET
 HZ1341  PID         -  HZ1341
 HZ1341  STATE/COUNTY-  IN/FLOYD
 HZ1341  COUNTRY     -  US
 HZ1341  USGS QUAD   -  NEW ALBANY (2019)
 HZ1341
 HZ1341                         *CURRENT SURVEY CONTROL
 HZ1341  ______________________________________________________________________
 HZ1341* NAD 83(1986) POSITION- 38 16 42.     (N) 085 51 25.     (W)   SCALED
 HZ1341* NAVD 88 ORTHO HEIGHT -   139.35  (meters)      457.2   (feet) RESET
 HZ1341  ______________________________________________________________________
 HZ1341  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 HZ1341  VERT ORDER      -  THIRD
 HZ1341
 HZ1341.The horizontal coordinates were scaled from a map and have
 HZ1341.an estimated accuracy of +/- 6 seconds.
 HZ1341
 HZ1341.The orthometric height was computed from unverified reset data.
 HZ1341
 HZ1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1341.GEOID18 height accuracy estimate available here.
 HZ1341
 HZ1341.Click photographs - Photos may exist for this station.
 HZ1341
 HZ1341;                    North         East    Units  Estimated Accuracy
 HZ1341;SPC IN E     -   336,410.       83,350.      MT  (+/- 180 meters Scaled)
 HZ1341
 HZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH999373(NAD 83)
 HZ1341
 HZ1341                          SUPERSEDED SURVEY CONTROL
 HZ1341
 HZ1341  NGVD 29 (??/??/??)  139.48   (m)          457.6    (f) RESET       3  
 HZ1341
 HZ1341.Superseded values are not recommended for survey control.
 HZ1341
 HZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1341.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1341
 HZ1341_MARKER: DB = BENCH MARK DISK
 HZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1341_STAMPING: K 313 RESET 1967
 HZ1341_MARK LOGO: CGS
 HZ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1341+STABILITY: SURFACE MOTION
 HZ1341
 HZ1341  HISTORY     - Date     Condition        Report By
 HZ1341  HISTORY     - 1967     MONUMENTED       CGS
 HZ1341
 HZ1341                          STATION DESCRIPTION
 HZ1341
 HZ1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HZ1341'2.2 MI W FROM NEW ALBANY.
 HZ1341'THE MARK IS ABOUT 2.15 MILES WEST ALONG THE SOUTHERN RAILROAD
 HZ1341'FROM THE STATION AT NEW ALBANY AND ACROSS WILLIAMS LANE SOUTH OF
 HZ1341'THE RAILROAD TRACKS.  IT IS LOCATED IN THE NORTHEAST CORNER OF THE
 HZ1341'YARD OF MR. DEWEY AMBURGY, 66.5 FEET SOUTH-SOUTHWEST OF THE SOUTH
 HZ1341'RAIL OF THE RAILROAD TRACKS, 66 FEET NORTHEAST OF THE NORTHEAST
 HZ1341'CORNER OF MR. AMBURGYS HOUSE, 29 FEET SOUTH-SOUTHWEST OF THE
 HZ1341'APPROXIMATE CENTER OF WILLIAMS LANE, 12 FEET EAST OF THE APPROXIMATE
 HZ1341'CENTER OF AN OILED DRIVEWAY, 4 FEET SOUTH OF POWERLINE BRACE
 HZ1341'POLE NO. 410-854, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 HZ1341'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 HZ1341'ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0866 ***********************************************************************
 JA0866  DESIGNATION -  K 314
 JA0866  PID         -  JA0866
 JA0866  STATE/COUNTY-  IN/KNOX
 JA0866  COUNTRY     -  US
 JA0866  USGS QUAD   -  WHEATLAND (2019)
 JA0866
 JA0866                         *CURRENT SURVEY CONTROL
 JA0866  ______________________________________________________________________
 JA0866* NAD 83(1986) POSITION- 38 40 11.     (N) 087 20 21.     (W)   SCALED
 JA0866* NAVD 88 ORTHO HEIGHT -   138.693 (meters)      455.03  (feet) ADJUSTED
 JA0866  ______________________________________________________________________
 JA0866  GEOID HEIGHT    -        -32.057 (meters)                     GEOID18
 JA0866  DYNAMIC HEIGHT  -        138.605 (meters)      454.74  (feet) COMP
 JA0866  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 JA0866
 JA0866  VERT ORDER      -  FIRST     CLASS II
 JA0866
 JA0866.The horizontal coordinates were scaled from a map and have
 JA0866.an estimated accuracy of +/- 6 seconds.
 JA0866
 JA0866.The orthometric height was determined by differential leveling and
 JA0866.adjusted by the NATIONAL GEODETIC SURVEY
 JA0866.in June 1991.
 JA0866
 JA0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0866.GEOID18 height accuracy estimate available here.
 JA0866
 JA0866.Click photographs - Photos may exist for this station.
 JA0866
 JA0866.The dynamic height is computed by dividing the NAVD 88
 JA0866.geopotential number by the normal gravity value computed on the
 JA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0866.degrees latitude (g = 980.6199 gals.).
 JA0866
 JA0866.The modeled gravity was interpolated from observed gravity values.
 JA0866
 JA0866;                    North         East    Units  Estimated Accuracy
 JA0866;SPC IN W     -   379,860.      877,740.      MT  (+/- 180 meters Scaled)
 JA0866
 JA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH704801(NAD 83)
 JA0866
 JA0866                          SUPERSEDED SURVEY CONTROL
 JA0866
 JA0866  NGVD 29 (??/??/92)  138.814  (m)          455.43   (f) ADJ UNCH    1 2
 JA0866
 JA0866.Superseded values are not recommended for survey control.
 JA0866
 JA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0866.See file dsdata.pdf to determine how the superseded data were derived.
 JA0866
 JA0866_MARKER: DB = BENCH MARK DISK
 JA0866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0866_SP_SET: ABUTMENT
 JA0866_STAMPING: K 314 1965
 JA0866_MARK LOGO: CGS
 JA0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0866
 JA0866  HISTORY     - Date     Condition        Report By
 JA0866  HISTORY     - 1965     MONUMENTED       CGS
 JA0866  HISTORY     - 1986     GOOD             NGS
 JA0866
 JA0866                          STATION DESCRIPTION
 JA0866
 JA0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0866'1.9 MI W FROM WHEATLAND.
 JA0866'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0866'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0866'4 1/2 POLES WEST OF MILEPOST 178-20, 8 1/2 FEET SOUTH OF THE SOUTH
 JA0866'RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 JA0866'OF A SMALL CONCRETE RAILROAD BRIDGE, AND ABOUT 2 FEET BELOW THE
 JA0866'LEVEL OF THE TRACK.
 JA0866
 JA0866                          STATION RECOVERY (1986)
 JA0866
 JA0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0866'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0866'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0866'NOTE--THE RAILROAD BRIDGE MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW
 JA0866'NUMBERED 178-60.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0958 ***********************************************************************
 JA0958  DESIGNATION -  K 315
 JA0958  PID         -  JA0958
 JA0958  STATE/COUNTY-  IN/DAVIESS
 JA0958  COUNTRY     -  US
 JA0958  USGS QUAD   -  SANDY HOOK (2019)
 JA0958
 JA0958                         *CURRENT SURVEY CONTROL
 JA0958  ______________________________________________________________________
 JA0958* NAD 83(1986) POSITION- 38 35 53.     (N) 087 14 23.     (W)   SCALED
 JA0958* NAVD 88 ORTHO HEIGHT -   135.072 (meters)      443.15  (feet) ADJUSTED
 JA0958  ______________________________________________________________________
 JA0958  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 JA0958  DYNAMIC HEIGHT  -        134.985 (meters)      442.86  (feet) COMP
 JA0958  MODELED GRAVITY -    979,985.1   (mgal)                       NAVD 88
 JA0958
 JA0958  VERT ORDER      -  FIRST     CLASS II
 JA0958
 JA0958.The horizontal coordinates were scaled from a map and have
 JA0958.an estimated accuracy of +/- 6 seconds.
 JA0958
 JA0958.The orthometric height was determined by differential leveling and
 JA0958.adjusted by the NATIONAL GEODETIC SURVEY
 JA0958.in June 1991.
 JA0958
 JA0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0958.GEOID18 height accuracy estimate available here.
 JA0958
 JA0958.Click photographs - Photos may exist for this station.
 JA0958
 JA0958.The dynamic height is computed by dividing the NAVD 88
 JA0958.geopotential number by the normal gravity value computed on the
 JA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0958.degrees latitude (g = 980.6199 gals.).
 JA0958
 JA0958.The modeled gravity was interpolated from observed gravity values.
 JA0958
 JA0958;                    North         East    Units  Estimated Accuracy
 JA0958;SPC IN W     -   371,890.      886,380.      MT  (+/- 180 meters Scaled)
 JA0958
 JA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791722(NAD 83)
 JA0958
 JA0958                          SUPERSEDED SURVEY CONTROL
 JA0958
 JA0958  NGVD 29 (??/??/92)  135.267  (m)          443.79   (f) ADJ UNCH    1 2
 JA0958
 JA0958.Superseded values are not recommended for survey control.
 JA0958
 JA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0958.See file dsdata.pdf to determine how the superseded data were derived.
 JA0958
 JA0958_MARKER: DB = BENCH MARK DISK
 JA0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0958_STAMPING: K 315 1965
 JA0958_MARK LOGO: CGS
 JA0958_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0958
 JA0958  HISTORY     - Date     Condition        Report By
 JA0958  HISTORY     - 1965     MONUMENTED       CGS
 JA0958  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0958
 JA0958                          STATION DESCRIPTION
 JA0958
 JA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0958'8 MI SW FROM WASHINGTON.
 JA0958'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0958'FROM THE STATION AT WASHINGTON, THENCE 5.5 MILES SOUTHWEST ALONG
 JA0958'THE NEW YORK CENTRAL RAILROAD, 0.7 MILE SOUTHWEST OF A CROSSING
 JA0958'OF THE RAILROAD AND A PRIVATE ROAD, 102 FEET EAST AND ACROSS
 JA0958'THE TRACK FROM MILEPOST 84, 48 FEET SOUTHEAST OF THE SOUTHEAST
 JA0958'RAIL, 43 FEET SOUTHWEST OF A TELEPHONE POLE MARKED WITH WHITE
 JA0958'PAINT, 11 FEET WEST OF A FORKED BLACK OAK TREE MARKED WITH A
 JA0958'TRIANGULAR BLAZE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 JA0958'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 JA0958'3-INCH IRON PIPE WHICH PROJECTS 15 INCHES.
 JA0958
 JA0958                          STATION RECOVERY (1985)
 JA0958
 JA0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0958'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1053 ***********************************************************************
 JA1053  DESIGNATION -  K 316
 JA1053  PID         -  JA1053
 JA1053  STATE/COUNTY-  IN/GIBSON
 JA1053  COUNTRY     -  US
 JA1053  USGS QUAD   -  ELBERFELD (2019)
 JA1053
 JA1053                         *CURRENT SURVEY CONTROL
 JA1053  ______________________________________________________________________
 JA1053* NAD 83(1986) POSITION- 38 12 31.     (N) 087 25 01.     (W)   SCALED
 JA1053* NAVD 88 ORTHO HEIGHT -   121.354 (meters)      398.14  (feet) ADJUSTED
 JA1053  ______________________________________________________________________
 JA1053  GEOID HEIGHT    -        -31.495 (meters)                     GEOID18
 JA1053  DYNAMIC HEIGHT  -        121.272 (meters)      397.87  (feet) COMP
 JA1053  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 JA1053
 JA1053  VERT ORDER      -  FIRST     CLASS II
 JA1053
 JA1053.The horizontal coordinates were scaled from a map and have
 JA1053.an estimated accuracy of +/- 6 seconds.
 JA1053
 JA1053.The orthometric height was determined by differential leveling and
 JA1053.adjusted by the NATIONAL GEODETIC SURVEY
 JA1053.in June 1991.
 JA1053
 JA1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1053.GEOID18 height accuracy estimate available here.
 JA1053
 JA1053.Click photographs - Photos may exist for this station.
 JA1053
 JA1053.The dynamic height is computed by dividing the NAVD 88
 JA1053.geopotential number by the normal gravity value computed on the
 JA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1053.degrees latitude (g = 980.6199 gals.).
 JA1053
 JA1053.The modeled gravity was interpolated from observed gravity values.
 JA1053
 JA1053;                    North         East    Units  Estimated Accuracy
 JA1053;SPC IN W     -   328,700.      870,780.      MT  (+/- 180 meters Scaled)
 JA1053
 JA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH634290(NAD 83)
 JA1053
 JA1053                          SUPERSEDED SURVEY CONTROL
 JA1053
 JA1053  NGVD 29 (??/??/92)  121.473  (m)          398.53   (f) ADJ UNCH    1 2
 JA1053
 JA1053.Superseded values are not recommended for survey control.
 JA1053
 JA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1053.See file dsdata.pdf to determine how the superseded data were derived.
 JA1053
 JA1053_MARKER: DB = BENCH MARK DISK
 JA1053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1053_STAMPING: K 316 1965
 JA1053_MARK LOGO: CGS
 JA1053_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1053
 JA1053  HISTORY     - Date     Condition        Report By
 JA1053  HISTORY     - 1965     MONUMENTED       CGS
 JA1053  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1053
 JA1053                          STATION DESCRIPTION
 JA1053
 JA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1053'1.2 MI SW FROM BUSKSKIN.
 JA1053'ABOUT 1.2 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1053'FROM THE STATION AT BUCKSKIN, 5 1/2 TELEPHONE POLES SOUTHWEST OF
 JA1053'MILEPOST 116, 81 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CROSSING
 JA1053'OF THE RAILROAD AND A PRIVATE DIRT ROAD, 88 FEET NORTHWEST
 JA1053'ACROSS THE TRACK FROM A SEMAPHORE, 58 FEET NORTHWEST OF THE
 JA1053'NORTHWEST RAIL, 22 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD,
 JA1053'7 FEET EAST OF A 15-INCH OAK TREE, 2.0 FEET SOUTHWEST OF A
 JA1053'METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 6 1/2
 JA1053'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JA1053'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS
 JA1053'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA1053
 JA1053                          STATION RECOVERY (1985)
 JA1053
 JA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0605 ***********************************************************************
 JA0605  DESIGNATION -  K 317
 JA0605  PID         -  JA0605
 JA0605  STATE/COUNTY-  IN/SPENCER
 JA0605  COUNTRY     -  US
 JA0605  USGS QUAD   -  DALE (2019)
 JA0605
 JA0605                         *CURRENT SURVEY CONTROL
 JA0605  ______________________________________________________________________
 JA0605* NAD 83(1986) POSITION- 38 11 31.     (N) 086 58 09.     (W)   SCALED
 JA0605* NAVD 88 ORTHO HEIGHT -   151.912 (meters)      498.40  (feet) ADJUSTED
 JA0605  ______________________________________________________________________
 JA0605  GEOID HEIGHT    -        -32.024 (meters)                     GEOID18
 JA0605  DYNAMIC HEIGHT  -        151.810 (meters)      498.06  (feet) COMP
 JA0605  MODELED GRAVITY -    979,953.6   (mgal)                       NAVD 88
 JA0605
 JA0605  VERT ORDER      -  FIRST     CLASS II
 JA0605
 JA0605.The horizontal coordinates were scaled from a map and have
 JA0605.an estimated accuracy of +/- 6 seconds.
 JA0605
 JA0605.The orthometric height was determined by differential leveling and
 JA0605.adjusted by the NATIONAL GEODETIC SURVEY
 JA0605.in June 1991.
 JA0605
 JA0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0605.GEOID18 height accuracy estimate available here.
 JA0605
 JA0605.Click photographs - Photos may exist for this station.
 JA0605
 JA0605.The dynamic height is computed by dividing the NAVD 88
 JA0605.geopotential number by the normal gravity value computed on the
 JA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0605.degrees latitude (g = 980.6199 gals.).
 JA0605
 JA0605.The modeled gravity was interpolated from observed gravity values.
 JA0605
 JA0605;                    North         East    Units  Estimated Accuracy
 JA0605;SPC IN W     -   326,810.      910,000.      MT  (+/- 180 meters Scaled)
 JA0605
 JA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH027271(NAD 83)
 JA0605
 JA0605                          SUPERSEDED SURVEY CONTROL
 JA0605
 JA0605  NGVD 29 (??/??/92)  152.01   (m)          498.7    (f) COMPUTED    1 2
 JA0605
 JA0605.Superseded values are not recommended for survey control.
 JA0605
 JA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0605.See file dsdata.pdf to determine how the superseded data were derived.
 JA0605
 JA0605_MARKER: DB = BENCH MARK DISK
 JA0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0605_STAMPING: K 317 1965
 JA0605_MARK LOGO: CGS
 JA0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0605+STABILITY: SURFACE MOTION
 JA0605
 JA0605  HISTORY     - Date     Condition        Report By
 JA0605  HISTORY     - 1965     MONUMENTED       CGS
 JA0605
 JA0605                          STATION DESCRIPTION
 JA0605
 JA0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0605'2.8 MI NE FROM DALE.
 JA0605'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0605'FROM THE POST OFFICE AT DALE, THENCE 1.85 MILES NORTH ALONG THE
 JA0605'SOUTHERN RAILROAD, IN SECTION 4, T 4 S, R 5 W, 49 FEET NORTHWEST
 JA0605'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 44 FEET NORTH
 JA0605'OF THE CENTER LINE OF THE ROAD, 26 FEET EAST OF THE CENTER LINE
 JA0605'OF A PRIVATE ROAD LEADING NORTH, 35 FEET NORTH OF A POWER POLE,
 JA0605'33.4 FEET WEST OF THE WEST RAIL, 10 FEET SOUTH OF A TELEPHONE
 JA0605'POLE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 JA0605'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 JA0605'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0792 ***********************************************************************
 HZ0792  DESIGNATION -  K 319
 HZ0792  PID         -  HZ0792
 HZ0792  STATE/COUNTY-  IN/SWITZERLAND
 HZ0792  COUNTRY     -  US
 HZ0792  USGS QUAD   -  RISING SUN (2019)
 HZ0792
 HZ0792                         *CURRENT SURVEY CONTROL
 HZ0792  ______________________________________________________________________
 HZ0792* NAD 83(1986) POSITION- 38 53 46.     (N) 084 50 05.     (W)   SCALED
 HZ0792* NAVD 88 ORTHO HEIGHT -   150.992 (meters)      495.38  (feet) ADJUSTED
 HZ0792  ______________________________________________________________________
 HZ0792  GEOID HEIGHT    -        -34.043 (meters)                     GEOID18
 HZ0792  DYNAMIC HEIGHT  -        150.895 (meters)      495.06  (feet) COMP
 HZ0792  MODELED GRAVITY -    979,984.9   (mgal)                       NAVD 88
 HZ0792
 HZ0792  VERT ORDER      -  FIRST     CLASS II
 HZ0792
 HZ0792.The horizontal coordinates were scaled from a map and have
 HZ0792.an estimated accuracy of +/- 6 seconds.
 HZ0792
 HZ0792.The orthometric height was determined by differential leveling and
 HZ0792.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0792.in June 1991.
 HZ0792
 HZ0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0792.GEOID18 height accuracy estimate available here.
 HZ0792
 HZ0792.Click photographs - Photos may exist for this station.
 HZ0792
 HZ0792.The dynamic height is computed by dividing the NAVD 88
 HZ0792.geopotential number by the normal gravity value computed on the
 HZ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0792.degrees latitude (g = 980.6199 gals.).
 HZ0792
 HZ0792.The modeled gravity was interpolated from observed gravity values.
 HZ0792
 HZ0792;                    North         East    Units  Estimated Accuracy
 HZ0792;SPC IN E     -   405,290.      172,170.      MT  (+/- 180 meters Scaled)
 HZ0792
 HZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877074(NAD 83)
 HZ0792
 HZ0792                          SUPERSEDED SURVEY CONTROL
 HZ0792
 HZ0792  NGVD 29 (??/??/92)  151.191  (m)          496.03   (f) ADJ UNCH    1 2
 HZ0792
 HZ0792.Superseded values are not recommended for survey control.
 HZ0792
 HZ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0792.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0792
 HZ0792_MARKER: DB = BENCH MARK DISK
 HZ0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0792_SP_SET: CULVERT HEADWALL
 HZ0792_STAMPING: K 319 1965
 HZ0792_MARK LOGO: CGS
 HZ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0792+STABILITY: SURFACE MOTION
 HZ0792
 HZ0792  HISTORY     - Date     Condition        Report By
 HZ0792  HISTORY     - 1965     MONUMENTED       CGS
 HZ0792  HISTORY     - 1986     GOOD             LOCSUR
 HZ0792
 HZ0792                          STATION DESCRIPTION
 HZ0792
 HZ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0792'6.5 MI SE FROM RISING SUN.
 HZ0792'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0792'AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0792'56, THENCE 3.55 MILES SOUTHEAST ALONG STATE HIGHWAY 156, OR
 HZ0792'5.75 MILES NORTH ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 HZ0792'PATRIOT, IN SECTION 25, T 3 N, R 1 W, 21 FEET SOUTH OF THE
 HZ0792'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 HZ0792'SOUTH HEADWALL OF A CONCRETE CULVERT, ABOUT 0.1 MILE EAST OF THE
 HZ0792'CREST OF A HILL, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HZ0792
 HZ0792                          STATION RECOVERY (1986)
 HZ0792
 HZ0792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 HZ0792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1034 ***********************************************************************
 HZ1034  DESIGNATION -  K 320
 HZ1034  PID         -  HZ1034
 HZ1034  STATE/COUNTY-  IN/SWITZERLAND
 HZ1034  COUNTRY     -  US
 HZ1034  USGS QUAD   -  CARROLLTON (2019)
 HZ1034
 HZ1034                         *CURRENT SURVEY CONTROL
 HZ1034  ______________________________________________________________________
 HZ1034* NAD 83(1986) POSITION- 38 41 57.     (N) 085 08 51.     (W)   SCALED
 HZ1034* NAVD 88 ORTHO HEIGHT -   143.726 (meters)      471.54  (feet) ADJUSTED
 HZ1034  ______________________________________________________________________
 HZ1034  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 HZ1034  DYNAMIC HEIGHT  -        143.633 (meters)      471.24  (feet) COMP
 HZ1034  MODELED GRAVITY -    979,977.7   (mgal)                       NAVD 88
 HZ1034
 HZ1034  VERT ORDER      -  FIRST     CLASS II
 HZ1034
 HZ1034.The horizontal coordinates were scaled from a map and have
 HZ1034.an estimated accuracy of +/- 6 seconds.
 HZ1034
 HZ1034.The orthometric height was determined by differential leveling and
 HZ1034.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1034.in June 1991.
 HZ1034
 HZ1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1034.GEOID18 height accuracy estimate available here.
 HZ1034
 HZ1034.Click photographs - Photos may exist for this station.
 HZ1034
 HZ1034.The dynamic height is computed by dividing the NAVD 88
 HZ1034.geopotential number by the normal gravity value computed on the
 HZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1034.degrees latitude (g = 980.6199 gals.).
 HZ1034
 HZ1034.The modeled gravity was interpolated from observed gravity values.
 HZ1034
 HZ1034;                    North         East    Units  Estimated Accuracy
 HZ1034;SPC IN E     -   383,230.      145,160.      MT  (+/- 180 meters Scaled)
 HZ1034
 HZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH610850(NAD 83)
 HZ1034
 HZ1034                          SUPERSEDED SURVEY CONTROL
 HZ1034
 HZ1034  NGVD 29 (??/??/92)  143.906  (m)          472.13   (f) ADJ UNCH    1 2
 HZ1034
 HZ1034.Superseded values are not recommended for survey control.
 HZ1034
 HZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1034.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1034
 HZ1034_MARKER: DB = BENCH MARK DISK
 HZ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1034_STAMPING: K 320 1965
 HZ1034_MARK LOGO: CGS
 HZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1034+STABILITY: SURFACE MOTION
 HZ1034
 HZ1034  HISTORY     - Date     Condition        Report By
 HZ1034  HISTORY     - 1965     MONUMENTED       CGS
 HZ1034
 HZ1034                          STATION DESCRIPTION
 HZ1034
 HZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1034'5.7 MI SW FROM VEVAY.
 HZ1034'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1034'AT VEVAY, IN SECTION 6, T 1 N, R 3 W, 50 FEET NORTHWEST OF THE
 HZ1034'CENTER LINE OF THE HIGHWAY, 67 FEET SOUTH OF THE SOUTH CORNER OF A
 HZ1034'HOUSE, 42 1/2 FEET NORTHEAST OF THE NORTH CORNER OF AN OLD GARAGE,
 HZ1034'1 FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS
 HZ1034'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HZ1034'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1069 ***********************************************************************
 HZ1069  DESIGNATION -  K 321
 HZ1069  PID         -  HZ1069
 HZ1069  STATE/COUNTY-  IN/JEFFERSON
 HZ1069  COUNTRY     -  US
 HZ1069  USGS QUAD   -  MADISON WEST (2019)
 HZ1069
 HZ1069                         *CURRENT SURVEY CONTROL
 HZ1069  ______________________________________________________________________
 HZ1069* NAD 83(1986) POSITION- 38 42 46.     (N) 085 29 29.     (W)   SCALED
 HZ1069* NAVD 88 ORTHO HEIGHT -   243.200 (meters)      797.90  (feet) ADJUSTED
 HZ1069  ______________________________________________________________________
 HZ1069  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 HZ1069  DYNAMIC HEIGHT  -        243.039 (meters)      797.37  (feet) COMP
 HZ1069  MODELED GRAVITY -    979,961.9   (mgal)                       NAVD 88
 HZ1069
 HZ1069  VERT ORDER      -  FIRST     CLASS II
 HZ1069
 HZ1069.The horizontal coordinates were scaled from a map and have
 HZ1069.an estimated accuracy of +/- 6 seconds.
 HZ1069
 HZ1069.The orthometric height was determined by differential leveling and
 HZ1069.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1069.in June 1991.
 HZ1069
 HZ1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1069.GEOID18 height accuracy estimate available here.
 HZ1069
 HZ1069.Click photographs - Photos may exist for this station.
 HZ1069
 HZ1069.The dynamic height is computed by dividing the NAVD 88
 HZ1069.geopotential number by the normal gravity value computed on the
 HZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1069.degrees latitude (g = 980.6199 gals.).
 HZ1069
 HZ1069.The modeled gravity was interpolated from observed gravity values.
 HZ1069
 HZ1069;                    North         East    Units  Estimated Accuracy
 HZ1069;SPC IN E     -   384,630.      115,240.      MT  (+/- 180 meters Scaled)
 HZ1069
 HZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH311859(NAD 83)
 HZ1069
 HZ1069                          SUPERSEDED SURVEY CONTROL
 HZ1069
 HZ1069  NGVD 29 (??/??/92)  243.361  (m)          798.43   (f) ADJ UNCH    1 2
 HZ1069
 HZ1069.Superseded values are not recommended for survey control.
 HZ1069
 HZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1069.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1069
 HZ1069_MARKER: DB = BENCH MARK DISK
 HZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1069_STAMPING: K 321 1965
 HZ1069_MARK LOGO: CGS
 HZ1069_PROJECTION: FLUSH
 HZ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1069+STABILITY: SURFACE MOTION
 HZ1069
 HZ1069  HISTORY     - Date     Condition        Report By
 HZ1069  HISTORY     - 1965     MONUMENTED       CGS
 HZ1069  HISTORY     - 1977     GOOD             LOCSUR
 HZ1069
 HZ1069                          STATION DESCRIPTION
 HZ1069
 HZ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1069'1 MI W FROM HANOVER.
 HZ1069'1.05 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE METHODIST
 HZ1069'CHURCH AT HANOVER, IN SECTION 11, T 3 N, R 9 E, 32 FEET SOUTH OF
 HZ1069'THE CENTER LINE OF THE HIGHWAY, 81 FEET EAST OF THE CENTER
 HZ1069'LINE OF A PRIVATE DRIVEWAY, 65 FEET NORTHEAST OF THE NORTHEAST
 HZ1069'CORNER OF A HOUSE, 3 FEET SOUTH OF A POWER POLE, 2.8 FEET SOUTH
 HZ1069'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 HZ1069'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HZ1069
 HZ1069                          STATION RECOVERY (1977)
 HZ1069
 HZ1069'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 HZ1069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1622 ***********************************************************************
 HZ1622  DESIGNATION -  K 322
 HZ1622  PID         -  HZ1622
 HZ1622  STATE/COUNTY-  IN/CLARK
 HZ1622  COUNTRY     -  US
 HZ1622  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1622
 HZ1622                         *CURRENT SURVEY CONTROL
 HZ1622  ______________________________________________________________________
 HZ1622* NAD 83(1986) POSITION- 38 21 45.     (N) 085 38 33.     (W)   SCALED
 HZ1622* NAVD 88 ORTHO HEIGHT -   133.068 (meters)      436.57  (feet) ADJUSTED
 HZ1622  ______________________________________________________________________
 HZ1622  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 HZ1622  DYNAMIC HEIGHT  -        132.979 (meters)      436.28  (feet) COMP
 HZ1622  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 HZ1622
 HZ1622  VERT ORDER      -  FIRST     CLASS II
 HZ1622
 HZ1622.The horizontal coordinates were scaled from a map and have
 HZ1622.an estimated accuracy of +/- 6 seconds.
 HZ1622
 HZ1622.The orthometric height was determined by differential leveling and
 HZ1622.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1622.in June 1991.
 HZ1622
 HZ1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1622.GEOID18 height accuracy estimate available here.
 HZ1622
 HZ1622.Click photographs - Photos may exist for this station.
 HZ1622
 HZ1622.The dynamic height is computed by dividing the NAVD 88
 HZ1622.geopotential number by the normal gravity value computed on the
 HZ1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1622.degrees latitude (g = 980.6199 gals.).
 HZ1622
 HZ1622.The modeled gravity was interpolated from observed gravity values.
 HZ1622
 HZ1622;                    North         East    Units  Estimated Accuracy
 HZ1622;SPC IN E     -   345,730.      102,110.      MT  (+/- 180 meters Scaled)
 HZ1622
 HZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH185469(NAD 83)
 HZ1622
 HZ1622                          SUPERSEDED SURVEY CONTROL
 HZ1622
 HZ1622  NGVD 29 (??/??/92)  133.224  (m)          437.09   (f) ADJ UNCH    1 2
 HZ1622
 HZ1622.Superseded values are not recommended for survey control.
 HZ1622
 HZ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1622.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1622
 HZ1622_MARKER: DB = BENCH MARK DISK
 HZ1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1622_SP_SET: BRIDGE
 HZ1622_STAMPING: K 322 1965
 HZ1622_MARK LOGO: CGS
 HZ1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1622
 HZ1622  HISTORY     - Date     Condition        Report By
 HZ1622  HISTORY     - 1965     MONUMENTED       CGS
 HZ1622
 HZ1622                          STATION DESCRIPTION
 HZ1622
 HZ1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1622'2.3 MI NE FROM UTICA.
 HZ1622'ABOUT 0.3 MILE NORTHEAST ALONG THE UTICA PIKE ROAD FROM THE
 HZ1622'CHRISTIAN CHURCH AT UTICA, THENCE 2 MILES NORTHEAST ALONG RIVER
 HZ1622'ROAD, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 HZ1622'THE TOP OF THE NORTHEAST END OF THE EAST WINGWALL OF A BRIDGE OVER
 HZ1622'BATTLE CREEK, 104 FEET SOUTH-SOUTHWEST OF GATE 54, ABOUT LEVEL
 HZ1622'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2627 ***********************************************************************
 HZ2627  DESIGNATION -  K 322 RESET
 HZ2627  PID         -  HZ2627
 HZ2627  STATE/COUNTY-  IN/CLARK
 HZ2627  COUNTRY     -  US
 HZ2627  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2627
 HZ2627                         *CURRENT SURVEY CONTROL
 HZ2627  ______________________________________________________________________
 HZ2627* NAD 83(1986) POSITION- 38 21 45.     (N) 085 38 33.     (W)   SCALED
 HZ2627* NAVD 88 ORTHO HEIGHT -   132.28  (meters)      434.0   (feet) RESET
 HZ2627  ______________________________________________________________________
 HZ2627  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 HZ2627  VERT ORDER      -  THIRD
 HZ2627
 HZ2627.The horizontal coordinates were scaled from a map and have
 HZ2627.an estimated accuracy of +/- 6 seconds.
 HZ2627
 HZ2627.The orthometric height was computed from unverified reset data.
 HZ2627
 HZ2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2627.GEOID18 height accuracy estimate available here.
 HZ2627
 HZ2627.Click photographs - Photos may exist for this station.
 HZ2627
 HZ2627;                    North         East    Units  Estimated Accuracy
 HZ2627;SPC IN E     -   345,730.      102,110.      MT  (+/- 180 meters Scaled)
 HZ2627
 HZ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH185469(NAD 83)
 HZ2627
 HZ2627                          SUPERSEDED SURVEY CONTROL
 HZ2627
 HZ2627  NGVD 29 (08/22/16)  132.44   (m)          434.5    (f) RESET       3  
 HZ2627
 HZ2627.Superseded values are not recommended for survey control.
 HZ2627
 HZ2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2627.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2627
 HZ2627_MARKER: DV = VERTICAL CONTROL DISK
 HZ2627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ2627_SP_SET: HEADWALL
 HZ2627_STAMPING: K 322 RESET 1985
 HZ2627_MARK LOGO: NGS
 HZ2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2627+STABILITY: SURFACE MOTION
 HZ2627
 HZ2627  HISTORY     - Date     Condition        Report By
 HZ2627  HISTORY     - 1985     MONUMENTED       NGS
 HZ2627
 HZ2627                          STATION DESCRIPTION
 HZ2627
 HZ2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ2627'IN UTICA.
 HZ2627'FROM THE FIRE DEPARTMENT BUILDING IN UTICA, GO NORTH ON 4TH STREET FOR
 HZ2627'0.05 MILES TO A CROSS STREET, MARKER STREET, TURN RIGHT AND GO EAST
 HZ2627'ON MARKER STREET FOR 0.16 KM (0.10 MI) TO A CROSS STREET, 2ND STREET.
 HZ2627'TURN LEFT AND GO NORTH ALONG  RIVER FOR 3.12 KM (1.95 MI) TO THE
 HZ2627'SOUTH SIDE AND UTICA ENTRANCE TO MILITARY RESERVATION AND THE MARK ON
 HZ2627'THE RIGHT, 7 M (23.0 FT) SOUTH FROM THE CENTER LINE OF ROAD, 5.02 M
 HZ2627'(16.5 FT) NORTH FROM THE EDGE OF BANK ALONG BATTLE CREEK AND 0.61 M
 HZ2627'(2.0 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1580 ***********************************************************************
 HZ1580  DESIGNATION -  K 323
 HZ1580  PID         -  HZ1580
 HZ1580  STATE/COUNTY-  IN/HARRISON
 HZ1580  COUNTRY     -  US
 HZ1580  USGS QUAD   -  LANESVILLE (2019)
 HZ1580
 HZ1580                         *CURRENT SURVEY CONTROL
 HZ1580  ______________________________________________________________________
 HZ1580* NAD 83(1986) POSITION- 38 09 59.     (N) 085 54 33.     (W)   SCALED
 HZ1580* NAVD 88 ORTHO HEIGHT -   137.758 (meters)      451.96  (feet) ADJUSTED
 HZ1580  ______________________________________________________________________
 HZ1580  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 HZ1580  DYNAMIC HEIGHT  -        137.662 (meters)      451.65  (feet) COMP
 HZ1580  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 HZ1580
 HZ1580  VERT ORDER      -  FIRST     CLASS II
 HZ1580
 HZ1580.The horizontal coordinates were scaled from a map and have
 HZ1580.an estimated accuracy of +/- 6 seconds.
 HZ1580
 HZ1580.The orthometric height was determined by differential leveling and
 HZ1580.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1580.in June 1991.
 HZ1580
 HZ1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1580.GEOID18 height accuracy estimate available here.
 HZ1580
 HZ1580.Click photographs - Photos may exist for this station.
 HZ1580
 HZ1580.The dynamic height is computed by dividing the NAVD 88
 HZ1580.geopotential number by the normal gravity value computed on the
 HZ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1580.degrees latitude (g = 980.6199 gals.).
 HZ1580
 HZ1580.The modeled gravity was interpolated from observed gravity values.
 HZ1580
 HZ1580;                    North         East    Units  Estimated Accuracy
 HZ1580;SPC IN E     -   323,990.       78,750.      MT  (+/- 180 meters Scaled)
 HZ1580
 HZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955248(NAD 83)
 HZ1580
 HZ1580                          SUPERSEDED SURVEY CONTROL
 HZ1580
 HZ1580  NGVD 29 (??/??/92)  137.891  (m)          452.40   (f) ADJ UNCH    1 2
 HZ1580
 HZ1580.Superseded values are not recommended for survey control.
 HZ1580
 HZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1580.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1580
 HZ1580_MARKER: DB = BENCH MARK DISK
 HZ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1580_STAMPING: K 323 1965
 HZ1580_MARK LOGO: CGS
 HZ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1580+STABILITY: SURFACE MOTION
 HZ1580
 HZ1580  HISTORY     - Date     Condition        Report By
 HZ1580  HISTORY     - 1965     MONUMENTED       CGS
 HZ1580
 HZ1580                          STATION DESCRIPTION
 HZ1580
 HZ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1580'9.5 MI N FROM ROSEWOOD.
 HZ1580'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1580'METHODIST CHURCH AT ROSEWOOD, THENCE 9.2 MILES NORTH ALONG
 HZ1580'STATE HIGHWAY 111, IN SECTION 13, T 4 S, R 5 E, 90 FEET WEST
 HZ1580'OF THE CENTER LINE OF THE HIGHWAY, 119 1/2 FEET SOUTH OF THE
 HZ1580'SOUTHEAST CORNER OF A HOUSE NOW OWNED BY MR. E.L. SHECKELL, 41
 HZ1580'FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 3 FEET SOUTH OF
 HZ1580'THE SOUTH EDGE OF A GASOLINE PUMP, ABOUT 4 FEET ABOVE THE LEVEL
 HZ1580'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1580'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0462 ***********************************************************************
 JA0462  DESIGNATION -  K 324
 JA0462  PID         -  JA0462
 JA0462  STATE/COUNTY-  IN/HARRISON
 JA0462  COUNTRY     -  US
 JA0462  USGS QUAD   -  MAUCKPORT (2019)
 JA0462
 JA0462                         *CURRENT SURVEY CONTROL
 JA0462  ______________________________________________________________________
 JA0462* NAD 83(1986) POSITION- 38 01 14.     (N) 086 11 44.     (W)   SCALED
 JA0462* NAVD 88 ORTHO HEIGHT -   129.635 (meters)      425.31  (feet) ADJUSTED
 JA0462  ______________________________________________________________________
 JA0462  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 JA0462  DYNAMIC HEIGHT  -        129.544 (meters)      425.01  (feet) COMP
 JA0462  MODELED GRAVITY -    979,925.2   (mgal)                       NAVD 88
 JA0462
 JA0462  VERT ORDER      -  FIRST     CLASS II
 JA0462
 JA0462.The horizontal coordinates were scaled from a map and have
 JA0462.an estimated accuracy of +/- 6 seconds.
 JA0462
 JA0462.The orthometric height was determined by differential leveling and
 JA0462.adjusted by the NATIONAL GEODETIC SURVEY
 JA0462.in June 1991.
 JA0462
 JA0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0462.GEOID18 height accuracy estimate available here.
 JA0462
 JA0462.Click photographs - Photos may exist for this station.
 JA0462
 JA0462.The dynamic height is computed by dividing the NAVD 88
 JA0462.geopotential number by the normal gravity value computed on the
 JA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0462.degrees latitude (g = 980.6199 gals.).
 JA0462
 JA0462.The modeled gravity was interpolated from observed gravity values.
 JA0462
 JA0462;                    North         East    Units  Estimated Accuracy
 JA0462;SPC IN E     -   307,910.       53,560.      MT  (+/- 180 meters Scaled)
 JA0462
 JA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH706084(NAD 83)
 JA0462
 JA0462                          SUPERSEDED SURVEY CONTROL
 JA0462
 JA0462  NGVD 29 (??/??/92)  129.752  (m)          425.69   (f) ADJ UNCH    1 2
 JA0462
 JA0462.Superseded values are not recommended for survey control.
 JA0462
 JA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0462.See file dsdata.pdf to determine how the superseded data were derived.
 JA0462
 JA0462_MARKER: DB = BENCH MARK DISK
 JA0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0462_SP_SET: PIER
 JA0462_STAMPING: K 324 1965
 JA0462_MARK LOGO: CGS
 JA0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0462
 JA0462  HISTORY     - Date     Condition        Report By
 JA0462  HISTORY     - 1965     MONUMENTED       CGS
 JA0462  HISTORY     - 20180706 POOR             GEOCAC
 JA0462
 JA0462                          STATION DESCRIPTION
 JA0462
 JA0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0462'AT MAUCKPORT.
 JA0462'AT MAUCKPORT, ALONG STATE HIGHWAY 135, SET VERTICALLY IN THE
 JA0462'SOUTH FACE OF THE FIRST CONCRETE PIER SOUTH OF THE NORTH END OF
 JA0462'A NEW BRIDGE OVER THE OHIO RIVER, 17 FEET NORTH OF THE CENTER
 JA0462'LINE OF THE HIGHWAY 4 FEET WEST OF THE EAST END OF THE PIER,
 JA0462'ABOUT 2 1/2 FEET ABOVE THE GROUND, AND 1 FOOT ABOVE THE LEVEL OF
 JA0462'THE HIGHWAY.
 JA0462
 JA0462                          STATION RECOVERY (2018)
 JA0462
 JA0462'RECOVERY NOTE BY GEOCACHING 2018 (PK)
 JA0462'MARKER HAS BEEN PAINTED OVER, BUT LOCATED AS DESCRIBED.  THERE IS A
 JA0462'METAL ROD DRIVEN INTO THE GROUND JUST BELOW AND IN FRONT OF THE MARKER
 JA0462'IN THE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1101 ***********************************************************************
 HA1101  DESIGNATION -  K 325
 HA1101  PID         -  HA1101
 HA1101  STATE/COUNTY-  IN/VANDERBURGH
 HA1101  COUNTRY     -  US
 HA1101  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1101
 HA1101                         *CURRENT SURVEY CONTROL
 HA1101  ______________________________________________________________________
 HA1101* NAD 83(1986) POSITION- 37 55 40.     (N) 087 38 35.     (W)   SCALED
 HA1101* NAVD 88 ORTHO HEIGHT -   112.220 (meters)      368.18  (feet) ADJUSTED
 HA1101  ______________________________________________________________________
 HA1101  GEOID HEIGHT    -        -30.868 (meters)                     GEOID18
 HA1101  DYNAMIC HEIGHT  -        112.142 (meters)      367.92  (feet) COMP
 HA1101  MODELED GRAVITY -    979,934.7   (mgal)                       NAVD 88
 HA1101
 HA1101  VERT ORDER      -  FIRST     CLASS II
 HA1101
 HA1101.The horizontal coordinates were scaled from a map and have
 HA1101.an estimated accuracy of +/- 6 seconds.
 HA1101
 HA1101.The orthometric height was determined by differential leveling and
 HA1101.adjusted by the NATIONAL GEODETIC SURVEY
 HA1101.in June 1991.
 HA1101
 HA1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1101.GEOID18 height accuracy estimate available here.
 HA1101
 HA1101.Click photographs - Photos may exist for this station.
 HA1101
 HA1101.The dynamic height is computed by dividing the NAVD 88
 HA1101.geopotential number by the normal gravity value computed on the
 HA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1101.degrees latitude (g = 980.6199 gals.).
 HA1101
 HA1101.The modeled gravity was interpolated from observed gravity values.
 HA1101
 HA1101;                    North         East    Units  Estimated Accuracy
 HA1101;SPC IN W     -   297,630.      850,790.      MT  (+/- 180 meters Scaled)
 HA1101
 HA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG434979(NAD 83)
 HA1101
 HA1101                          SUPERSEDED SURVEY CONTROL
 HA1101
 HA1101  NGVD 29 (??/??/92)  112.316  (m)          368.49   (f) ADJ UNCH    1 2
 HA1101
 HA1101.Superseded values are not recommended for survey control.
 HA1101
 HA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1101.See file dsdata.pdf to determine how the superseded data were derived.
 HA1101
 HA1101_MARKER: DB = BENCH MARK DISK
 HA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1101_STAMPING: K 325 1965
 HA1101_MARK LOGO: CGS
 HA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1101+STABILITY: SURFACE MOTION
 HA1101
 HA1101  HISTORY     - Date     Condition        Report By
 HA1101  HISTORY     - 1965     MONUMENTED       CGS
 HA1101  HISTORY     - 1987     GOOD             USPSQD
 HA1101  HISTORY     - 19981107 GOOD             USPSQD
 HA1101
 HA1101                          STATION DESCRIPTION
 HA1101
 HA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1101'7 MI SW FROM EVANSVILLE.
 HA1101'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1101'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1101'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON AVENUE, THENCE
 HA1101'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1101'SOUTH ALONG SOUTH BARKER STREET, THENCE 0.3 MILE SOUTHWEST ALONG
 HA1101'WEST BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSON
 HA1101'AVENUE, THENCE 2.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD,
 HA1101'THENCE 0.75 MILE NORTHWEST ALONG BAYOU CREEK ROAD 52 FEET SOUTHWEST
 HA1101'OF THE CENTER OF THE INTERSECTION OF BAYOU CREEK ROAD AND PLEASANT
 HA1101'ROAD, 36 FEET SOUTH OF THE CENTER LINE OF BAYOU CREEK ROAD, 35
 HA1101'FEET WEST OF THE CENTER LINE OF PLEASANT ROAD, 73 1/2 FEET SOUTH
 HA1101'AND ACROSS BAYOU CREEK ROAD FROM POWER POLE NUMBER 72, 11.3
 HA1101'FEET NORTHEAST OF A CONCRETE ROAD MARKER POST, 6 FEET SOUTHWEST
 HA1101'OF A 15-INCH WALNUT TREE, 5 FEET SOUTHWEST OF A 13 INCH WALNUT
 HA1101'TREE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HA1101'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA1101'5 INCHES.
 HA1101
 HA1101                          STATION RECOVERY (1987)
 HA1101
 HA1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1101'RECOVERED IN GOOD CONDITION.
 HA1101
 HA1101                          STATION RECOVERY (1998)
 HA1101
 HA1101'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0717 ***********************************************************************
 HA0717  DESIGNATION -  K 326
 HA0717  PID         -  HA0717
 HA0717  STATE/COUNTY-  IN/WARRICK
 HA0717  COUNTRY     -  US
 HA0717  USGS QUAD   -  YANKEETOWN (2019)
 HA0717
 HA0717                         *CURRENT SURVEY CONTROL
 HA0717  ______________________________________________________________________
 HA0717* NAD 83(1986) POSITION- 37 56 04.     (N) 087 22 19.     (W)   SCALED
 HA0717* NAVD 88 ORTHO HEIGHT -   120.774 (meters)      396.24  (feet) ADJUSTED
 HA0717  ______________________________________________________________________
 HA0717  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 HA0717  DYNAMIC HEIGHT  -        120.690 (meters)      395.96  (feet) COMP
 HA0717  MODELED GRAVITY -    979,940.8   (mgal)                       NAVD 88
 HA0717
 HA0717  VERT ORDER      -  FIRST     CLASS II
 HA0717
 HA0717.The horizontal coordinates were scaled from a map and have
 HA0717.an estimated accuracy of +/- 6 seconds.
 HA0717
 HA0717.The orthometric height was determined by differential leveling and
 HA0717.adjusted by the NATIONAL GEODETIC SURVEY
 HA0717.in June 1991.
 HA0717
 HA0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0717.GEOID18 height accuracy estimate available here.
 HA0717
 HA0717.Click photographs - Photos may exist for this station.
 HA0717
 HA0717.The dynamic height is computed by dividing the NAVD 88
 HA0717.geopotential number by the normal gravity value computed on the
 HA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0717.degrees latitude (g = 980.6199 gals.).
 HA0717
 HA0717.The modeled gravity was interpolated from observed gravity values.
 HA0717
 HA0717;                    North         East    Units  Estimated Accuracy
 HA0717;SPC IN W     -   298,260.      874,630.      MT  (+/- 180 meters Scaled)
 HA0717
 HA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG673986(NAD 83)
 HA0717
 HA0717                          SUPERSEDED SURVEY CONTROL
 HA0717
 HA0717  NGVD 29 (??/??/92)  120.863  (m)          396.53   (f) ADJ UNCH    1 2
 HA0717
 HA0717.Superseded values are not recommended for survey control.
 HA0717
 HA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0717.See file dsdata.pdf to determine how the superseded data were derived.
 HA0717
 HA0717_MARKER: DB = BENCH MARK DISK
 HA0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0717_SP_SET: BRIDGE
 HA0717_STAMPING: K 326 1965
 HA0717_MARK LOGO: CGS
 HA0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0717
 HA0717  HISTORY     - Date     Condition        Report By
 HA0717  HISTORY     - 1965     MONUMENTED       CGS
 HA0717
 HA0717                          STATION DESCRIPTION
 HA0717
 HA0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0717'1.6 MI E FROM NEWBURGH.
 HA0717'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0717'DAM NUMBER 47 AT NEWBURGH, THENCE 0.2 MILE EAST ALONG STATE
 HA0717'HIGHWAY 66, IN SECTION 12, T 7 S, R 9 W, 18 FEET SOUTH OF THE
 HA0717'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE PILLAR
 HA0717'AT THE SOUTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER CYPRESS
 HA0717'CREEK, 15 1/2 FEET EAST OF THE EAST END OF THE SOUTH STEEL
 HA0717'GUARD RAILING, AND ABOUT 3 1/2 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0511 ***********************************************************************
 JA0511  DESIGNATION -  K 327
 JA0511  PID         -  JA0511
 JA0511  STATE/COUNTY-  IN/PERRY
 JA0511  COUNTRY     -  US
 JA0511  USGS QUAD   -  ALTON (2019)
 JA0511
 JA0511                         *CURRENT SURVEY CONTROL
 JA0511  ______________________________________________________________________
 JA0511* NAD 83(1986) POSITION- 38 05 46.     (N) 086 29 10.     (W)   SCALED
 JA0511* NAVD 88 ORTHO HEIGHT -   137.660 (meters)      451.64  (feet) ADJUSTED
 JA0511  ______________________________________________________________________
 JA0511  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JA0511  DYNAMIC HEIGHT  -        137.562 (meters)      451.32  (feet) COMP
 JA0511  MODELED GRAVITY -    979,915.9   (mgal)                       NAVD 88
 JA0511
 JA0511  VERT ORDER      -  FIRST     CLASS II
 JA0511
 JA0511.The horizontal coordinates were scaled from a map and have
 JA0511.an estimated accuracy of +/- 6 seconds.
 JA0511
 JA0511.The orthometric height was determined by differential leveling and
 JA0511.adjusted by the NATIONAL GEODETIC SURVEY
 JA0511.in June 1991.
 JA0511
 JA0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0511.GEOID18 height accuracy estimate available here.
 JA0511
 JA0511.Click photographs - Photos may exist for this station.
 JA0511
 JA0511.The dynamic height is computed by dividing the NAVD 88
 JA0511.geopotential number by the normal gravity value computed on the
 JA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0511.degrees latitude (g = 980.6199 gals.).
 JA0511
 JA0511.The modeled gravity was interpolated from observed gravity values.
 JA0511
 JA0511;                    North         East    Units  Estimated Accuracy
 JA0511;SPC IN W     -   316,330.      952,390.      MT  (+/- 180 meters Scaled)
 JA0511
 JA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH450166(NAD 83)
 JA0511
 JA0511                          SUPERSEDED SURVEY CONTROL
 JA0511
 JA0511  NGVD 29 (??/??/92)  137.763  (m)          451.98   (f) ADJ UNCH    1 2
 JA0511
 JA0511.Superseded values are not recommended for survey control.
 JA0511
 JA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0511.See file dsdata.pdf to determine how the superseded data were derived.
 JA0511
 JA0511_MARKER: DB = BENCH MARK DISK
 JA0511_SETTING: 66 = SET IN ROCK OUTCROP
 JA0511_STAMPING: K 327 1965
 JA0511_MARK LOGO: CGS
 JA0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0511+STABILITY: POSITION/ELEVATION WELL
 JA0511
 JA0511  HISTORY     - Date     Condition        Report By
 JA0511  HISTORY     - 1965     MONUMENTED       CGS
 JA0511  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 JA0511
 JA0511                          STATION DESCRIPTION
 JA0511
 JA0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0511'6.7 MI NE FROM DERBY.
 JA0511'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0511'DERBY, THENCE 6.6 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0511'SECTION 11, T 5 S, R 1 W, 23 FEET NORTHEAST OF THE CENTER LINE
 JA0511'OF THE HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP ON THE
 JA0511'NORTHEAST BANK OF THE HIGHWAY, 78 FEET NORTHEAST OF THE SOUTHEAST
 JA0511'CORNER OF A SMALL HOUSE, 80 FEET EAST AND ACROSS THE HIGHWAY FROM
 JA0511'A POWER POLE BEARING A TRANSFORMER ABOUT 3 FEET ABOVE THE LEVEL
 JA0511'OF THE HIGHWAY.
 JA0511
 JA0511                          STATION RECOVERY (2023)
 JA0511
 JA0511'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0553 ***********************************************************************
 JA0553  DESIGNATION -  K 328
 JA0553  PID         -  JA0553
 JA0553  STATE/COUNTY-  IN/DUBOIS
 JA0553  COUNTRY     -  US
 JA0553  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0553
 JA0553                         *CURRENT SURVEY CONTROL
 JA0553  ______________________________________________________________________
 JA0553* NAD 83(1986) POSITION- 38 18 30.     (N) 086 45 28.     (W)   SCALED
 JA0553* NAVD 88 ORTHO HEIGHT -   178.426 (meters)      585.39  (feet) ADJUSTED
 JA0553  ______________________________________________________________________
 JA0553  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 JA0553  DYNAMIC HEIGHT  -        178.304 (meters)      584.99  (feet) COMP
 JA0553  MODELED GRAVITY -    979,940.4   (mgal)                       NAVD 88
 JA0553
 JA0553  VERT ORDER      -  FIRST     CLASS II
 JA0553
 JA0553.The horizontal coordinates were scaled from a map and have
 JA0553.an estimated accuracy of +/- 6 seconds.
 JA0553
 JA0553.The orthometric height was determined by differential leveling and
 JA0553.adjusted by the NATIONAL GEODETIC SURVEY
 JA0553.in June 1991.
 JA0553
 JA0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0553.GEOID18 height accuracy estimate available here.
 JA0553
 JA0553.Click photographs - Photos may exist for this station.
 JA0553
 JA0553.The dynamic height is computed by dividing the NAVD 88
 JA0553.geopotential number by the normal gravity value computed on the
 JA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0553.degrees latitude (g = 980.6199 gals.).
 JA0553
 JA0553.The modeled gravity was interpolated from observed gravity values.
 JA0553
 JA0553;                    North         East    Units  Estimated Accuracy
 JA0553;SPC IN W     -   339,770.      928,470.      MT  (+/- 180 meters Scaled)
 JA0553
 JA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH211400(NAD 83)
 JA0553
 JA0553                          SUPERSEDED SURVEY CONTROL
 JA0553
 JA0553  NGVD 29 (??/??/92)  178.536  (m)          585.75   (f) ADJ UNCH    1 2
 JA0553
 JA0553.Superseded values are not recommended for survey control.
 JA0553
 JA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0553.See file dsdata.pdf to determine how the superseded data were derived.
 JA0553
 JA0553_MARKER: DB = BENCH MARK DISK
 JA0553_SETTING: 66 = SET IN ROCK OUTCROP
 JA0553_STAMPING: K 328 1965
 JA0553_MARK LOGO: CGS
 JA0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0553+STABILITY: POSITION/ELEVATION WELL
 JA0553
 JA0553  HISTORY     - Date     Condition        Report By
 JA0553  HISTORY     - 1965     MONUMENTED       CGS
 JA0553
 JA0553                          STATION DESCRIPTION
 JA0553
 JA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0553'4.1 MI W FROM BIRDSEYE.
 JA0553'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0553'AT BIRDSEYE, THENCE 4.0 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0553'IN SECTION 28, T 2 S, R 3 W, 5 RAILS WEST OF MILEPOST 210, 23
 JA0553'FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF A ROCK LEDGE, 90
 JA0553'FEET SOUTHEAST OF TELEPHONE POLE NUMBER 120 AA, 85 FEET SOUTHWEST
 JA0553'OF TELEPHONE POLE NUMBER 121 AA, ABOUT 5 FEET ABOVE THE LEVEL
 JA0553'OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0636 ***********************************************************************
 JA0636  DESIGNATION -  K 329
 JA0636  PID         -  JA0636
 JA0636  STATE/COUNTY-  IN/SPENCER
 JA0636  COUNTRY     -  US
 JA0636  USGS QUAD   -  FULDA (2019)
 JA0636
 JA0636                         *CURRENT SURVEY CONTROL
 JA0636  ______________________________________________________________________
 JA0636* NAD 83(1986) POSITION- 38 00 05.94   (N) 086 50 00.40   (W)   HD_HELD1
 JA0636* NAVD 88 ORTHO HEIGHT -   127.971 (meters)      419.85  (feet) ADJUSTED
 JA0636  ______________________________________________________________________
 JA0636  GEOID HEIGHT    -        -31.869 (meters)                     GEOID18
 JA0636  DYNAMIC HEIGHT  -        127.883 (meters)      419.56  (feet) COMP
 JA0636  MODELED GRAVITY -    979,941.6   (mgal)                       NAVD 88
 JA0636
 JA0636  VERT ORDER      -  FIRST     CLASS II
 JA0636
 JA0636.The horizontal coordinates were determined by differentially corrected
 JA0636.hand held GPS observations or other comparable positioning techniques
 JA0636.and have an estimated accuracy of +/- 3 meters.
 JA0636
 JA0636.The orthometric height was determined by differential leveling and
 JA0636.adjusted by the NATIONAL GEODETIC SURVEY
 JA0636.in June 1991.
 JA0636
 JA0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0636.GEOID18 height accuracy estimate available here.
 JA0636
 JA0636.Click photographs - Photos may exist for this station.
 JA0636
 JA0636.The dynamic height is computed by dividing the NAVD 88
 JA0636.geopotential number by the normal gravity value computed on the
 JA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0636.degrees latitude (g = 980.6199 gals.).
 JA0636
 JA0636.The modeled gravity was interpolated from observed gravity values.
 JA0636
 JA0636;                    North         East    Units  Estimated Accuracy
 JA0636;SPC IN W     -   305,706.6     921,947.2     MT  (+/- 3 meters HH1 GPS) 
 JA0636
 JA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1462206011(NAD 83)
 JA0636
 JA0636                          SUPERSEDED SURVEY CONTROL
 JA0636
 JA0636  NGVD 29 (??/??/92)  128.080  (m)          420.21   (f) ADJ UNCH    1 2
 JA0636
 JA0636.Superseded values are not recommended for survey control.
 JA0636
 JA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0636.See file dsdata.pdf to determine how the superseded data were derived.
 JA0636
 JA0636_MARKER: DB = BENCH MARK DISK
 JA0636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0636_SP_SET: BOX CULVERT HEADWALL
 JA0636_STAMPING: K 329 1965
 JA0636_MARK LOGO: CGS
 JA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0636+STABILITY: SURFACE MOTION
 JA0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0636+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 JA0636
 JA0636  HISTORY     - Date     Condition        Report By
 JA0636  HISTORY     - 1965     MONUMENTED       CGS
 JA0636  HISTORY     - 20080226 GOOD             JCLS
 JA0636  HISTORY     - 20100909 GOOD             GEOCAC
 JA0636
 JA0636                          STATION DESCRIPTION
 JA0636
 JA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0636'1.8 MI NW FROM TROY.
 JA0636'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0636'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 15, T 6 S, R 4 W, 64
 JA0636'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 JA0636'AN ASPHALT ROAD, 61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JA0636'38 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 0.25 MILE
 JA0636'WEST OF THE CREST OF A HILL, SET IN THE TOP OF THE NORTH END OF
 JA0636'THE EAST CONCRETE HEADWALL OF A BOX CULVERT, ABOUT 6 FEET BELOW
 JA0636'THE LEVEL OF THE HIGHWAY.
 JA0636
 JA0636                          STATION RECOVERY (2008)
 JA0636
 JA0636'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA0636'RECOVERED IN GOOD CONDITION.
 JA0636
 JA0636                          STATION RECOVERY (2010)
 JA0636
 JA0636'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA0636'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0895 ***********************************************************************
 KA0895  DESIGNATION -  K 33
 KA0895  PID         -  KA0895
 KA0895  STATE/COUNTY-  IN/PARKE
 KA0895  COUNTRY     -  US
 KA0895  USGS QUAD   -  ROCKVILLE (2019)
 KA0895
 KA0895                         *CURRENT SURVEY CONTROL
 KA0895  ______________________________________________________________________
 KA0895* NAD 83(1986) POSITION- 39 47 44.     (N) 087 08 44.     (W)   SCALED
 KA0895* NAVD 88 ORTHO HEIGHT -   181.011 (meters)      593.87  (feet) ADJUSTED
 KA0895  ______________________________________________________________________
 KA0895  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 KA0895  DYNAMIC HEIGHT  -        180.908 (meters)      593.53  (feet) COMP
 KA0895  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 KA0895
 KA0895  VERT ORDER      -  SECOND    CLASS 0
 KA0895
 KA0895.The horizontal coordinates were scaled from a map and have
 KA0895.an estimated accuracy of +/- 6 seconds.
 KA0895
 KA0895.The orthometric height was determined by differential leveling and
 KA0895.adjusted by the NATIONAL GEODETIC SURVEY
 KA0895.in June 1991.
 KA0895
 KA0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0895.GEOID18 height accuracy estimate available here.
 KA0895
 KA0895.Click photographs - Photos may exist for this station.
 KA0895
 KA0895.The dynamic height is computed by dividing the NAVD 88
 KA0895.geopotential number by the normal gravity value computed on the
 KA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0895.degrees latitude (g = 980.6199 gals.).
 KA0895
 KA0895.The modeled gravity was interpolated from observed gravity values.
 KA0895
 KA0895;                    North         East    Units  Estimated Accuracy
 KA0895;SPC IN W     -   504,820.      894,670.      MT  (+/- 180 meters Scaled)
 KA0895
 KA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK875050(NAD 83)
 KA0895
 KA0895                          SUPERSEDED SURVEY CONTROL
 KA0895
 KA0895  NGVD 29 (??/??/92)  181.106  (m)          594.18   (f) ADJ UNCH    2 0
 KA0895
 KA0895.Superseded values are not recommended for survey control.
 KA0895
 KA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0895.See file dsdata.pdf to determine how the superseded data were derived.
 KA0895
 KA0895_MARKER: DB = BENCH MARK DISK
 KA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0895_STAMPING: K 33 1934
 KA0895_MARK LOGO: CGS
 KA0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0895+STABILITY: SURFACE MOTION
 KA0895
 KA0895  HISTORY     - Date     Condition        Report By
 KA0895  HISTORY     - 1934     MONUMENTED       CGS
 KA0895  HISTORY     - 1953     MARK NOT FOUND   USGS
 KA0895
 KA0895                          STATION DESCRIPTION
 KA0895
 KA0895'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KA0895'1.3 MI S FROM JUDSON.
 KA0895'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0895'AT JUDSON, PARKE COUNTY, 0.6 MILE NORTH OF MILEPOST 28, AT A
 KA0895'CURVE IN A GRAVEL ROAD, 11 YARDS WEST OF THE WEST RAIL, 6 YARDS
 KA0895'EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET LOWER THAN THE
 KA0895'TRACK.  A STANDARD DISK, STAMPED K 33 1934 AND SET IN THE TOP
 KA0895'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0500 ***********************************************************************
 HA0500  DESIGNATION -  K 330
 HA0500  PID         -  HA0500
 HA0500  STATE/COUNTY-  IN/PERRY
 HA0500  COUNTRY     -  US
 HA0500  USGS QUAD   -  ROME (2019)
 HA0500
 HA0500                         *CURRENT SURVEY CONTROL
 HA0500  ______________________________________________________________________
 HA0500* NAD 83(1986) POSITION- 37 55 52.     (N) 086 32 24.     (W)   SCALED
 HA0500* NAVD 88 ORTHO HEIGHT -   122.601 (meters)      402.23  (feet) ADJUSTED
 HA0500  ______________________________________________________________________
 HA0500  GEOID HEIGHT    -        -32.369 (meters)                     GEOID18
 HA0500  DYNAMIC HEIGHT  -        122.513 (meters)      401.94  (feet) COMP
 HA0500  MODELED GRAVITY -    979,909.9   (mgal)                       NAVD 88
 HA0500
 HA0500  VERT ORDER      -  FIRST     CLASS II
 HA0500
 HA0500.The horizontal coordinates were scaled from a map and have
 HA0500.an estimated accuracy of +/- 6 seconds.
 HA0500
 HA0500.The orthometric height was determined by differential leveling and
 HA0500.adjusted by the NATIONAL GEODETIC SURVEY
 HA0500.in June 1991.
 HA0500
 HA0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0500.GEOID18 height accuracy estimate available here.
 HA0500
 HA0500.Click photographs - Photos may exist for this station.
 HA0500
 HA0500.The dynamic height is computed by dividing the NAVD 88
 HA0500.geopotential number by the normal gravity value computed on the
 HA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0500.degrees latitude (g = 980.6199 gals.).
 HA0500
 HA0500.The modeled gravity was interpolated from observed gravity values.
 HA0500
 HA0500;                    North         East    Units  Estimated Accuracy
 HA0500;SPC IN W     -   297,990.      947,770.      MT  (+/- 180 meters Scaled)
 HA0500
 HA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG404982(NAD 83)
 HA0500
 HA0500                          SUPERSEDED SURVEY CONTROL
 HA0500
 HA0500  NGVD 29 (??/??/92)  122.704  (m)          402.57   (f) ADJ UNCH    1 2
 HA0500
 HA0500.Superseded values are not recommended for survey control.
 HA0500
 HA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0500.See file dsdata.pdf to determine how the superseded data were derived.
 HA0500
 HA0500_MARKER: DB = BENCH MARK DISK
 HA0500_SETTING: 66 = SET IN ROCK OUTCROP
 HA0500_STAMPING: K 330 1965
 HA0500_MARK LOGO: CGS
 HA0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0500+STABILITY: POSITION/ELEVATION WELL
 HA0500
 HA0500  HISTORY     - Date     Condition        Report By
 HA0500  HISTORY     - 1965     MONUMENTED       CGS
 HA0500
 HA0500                          STATION DESCRIPTION
 HA0500
 HA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0500'1.2 MI NW FROM ROME.
 HA0500'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0500'AT ROME, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 66, IN SECTION
 HA0500'5, T 7 S, R 1 W, 77 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HA0500'SET IN THE TOP OF A ROCK LEDGE ON THE WEST BANK OF BEAR CREEK,
 HA0500'67 FEET NORTH OF THE WEST END OF THE NORTH STEEL GIRDER OF A
 HA0500'BRIDGE OVER BEAR CREEK, 0.8 FOOT WEST OF THE EAST EDGE OF THE
 HA0500'ROCK LEDGE, 13 FEET NORTHEAST OF A 6-INCH ELM TREE BEARING A
 HA0500'WITNESS SHIELD ON THE SOUTH SIDE, ABOUT 6 FEET BELOW THE LEVEL
 HA0500'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0992 ***********************************************************************
 JA0992  DESIGNATION -  K 331
 JA0992  PID         -  JA0992
 JA0992  STATE/COUNTY-  IN/PIKE
 JA0992  COUNTRY     -  US
 JA0992  USGS QUAD   -  AUGUSTA (2019)
 JA0992
 JA0992                         *CURRENT SURVEY CONTROL
 JA0992  ______________________________________________________________________
 JA0992* NAD 83(1986) POSITION- 38 22 23.     (N) 087 09 19.     (W)   SCALED
 JA0992* NAVD 88 ORTHO HEIGHT -   134.276 (meters)      440.54  (feet) ADJUSTED
 JA0992  ______________________________________________________________________
 JA0992  GEOID HEIGHT    -        -32.041 (meters)                     GEOID18
 JA0992  DYNAMIC HEIGHT  -        134.188 (meters)      440.25  (feet) COMP
 JA0992  MODELED GRAVITY -    979,968.4   (mgal)                       NAVD 88
 JA0992
 JA0992  VERT ORDER      -  FIRST     CLASS II
 JA0992
 JA0992.The horizontal coordinates were scaled from a map and have
 JA0992.an estimated accuracy of +/- 6 seconds.
 JA0992
 JA0992.The orthometric height was determined by differential leveling and
 JA0992.adjusted by the NATIONAL GEODETIC SURVEY
 JA0992.in June 1991.
 JA0992
 JA0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0992.GEOID18 height accuracy estimate available here.
 JA0992
 JA0992.Click photographs - Photos may exist for this station.
 JA0992
 JA0992.The dynamic height is computed by dividing the NAVD 88
 JA0992.geopotential number by the normal gravity value computed on the
 JA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0992.degrees latitude (g = 980.6199 gals.).
 JA0992
 JA0992.The modeled gravity was interpolated from observed gravity values.
 JA0992
 JA0992;                    North         East    Units  Estimated Accuracy
 JA0992;SPC IN W     -   346,900.      893,710.      MT  (+/- 180 meters Scaled)
 JA0992
 JA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH864472(NAD 83)
 JA0992
 JA0992                          SUPERSEDED SURVEY CONTROL
 JA0992
 JA0992  NGVD 29 (??/??/92)  134.394  (m)          440.92   (f) ADJ UNCH    1 2
 JA0992
 JA0992.Superseded values are not recommended for survey control.
 JA0992
 JA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0992.See file dsdata.pdf to determine how the superseded data were derived.
 JA0992
 JA0992_MARKER: DB = BENCH MARK DISK
 JA0992_SETTING: 66 = SET IN ROCK OUTCROP
 JA0992_STAMPING: K 331 1965
 JA0992_MARK LOGO: CGS
 JA0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0992+STABILITY: POSITION/ELEVATION WELL
 JA0992
 JA0992  HISTORY     - Date     Condition        Report By
 JA0992  HISTORY     - 1965     MONUMENTED       CGS
 JA0992
 JA0992                          STATION DESCRIPTION
 JA0992
 JA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0992'4 MI E FROM WINSLOW.
 JA0992'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0992'OFFICE AT WINSLOW, THENCE 3.55 MILES EAST ALONG THE SOUTHERN
 JA0992'RAILWAY, IN SECTION 2, T 2 S, R 7 W, 12 1/2 POLES EAST OF MILEPOST
 JA0992'186, 6 1/2 RAILS WEST OF THE CROSSING OF THE RAILROAD AND PIKE
 JA0992'COUNTY ROAD 45S, 7 RAILS EAST OF A PRIVATE FIELD ROAD CROSSING
 JA0992'THE RAILROAD, 13 FEET NORTH OF THE NORTH RAIL, SET VERTICALLY
 JA0992'IN THE SOUTH FACE OF THE NORTH BANK OF A CUT ALONG THE RAILROAD,
 JA0992'ABOUT 4 FEET ABOVE A DITCH, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 JA0992'OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1123 ***********************************************************************
 JA1123  DESIGNATION -  K 332
 JA1123  PID         -  JA1123
 JA1123  STATE/COUNTY-  IN/GIBSON
 JA1123  COUNTRY     -  US
 JA1123  USGS QUAD   -  PRINCETON (2019)
 JA1123
 JA1123                         *CURRENT SURVEY CONTROL
 JA1123  ______________________________________________________________________
 JA1123* NAD 83(1986) POSITION- 38 20 24.     (N) 087 32 18.     (W)   SCALED
 JA1123* NAVD 88 ORTHO HEIGHT -   155.126 (meters)      508.94  (feet) ADJUSTED
 JA1123  ______________________________________________________________________
 JA1123  GEOID HEIGHT    -        -31.518 (meters)                     GEOID18
 JA1123  DYNAMIC HEIGHT  -        155.023 (meters)      508.60  (feet) COMP
 JA1123  MODELED GRAVITY -    979,963.5   (mgal)                       NAVD 88
 JA1123
 JA1123  VERT ORDER      -  FIRST     CLASS II
 JA1123
 JA1123.The horizontal coordinates were scaled from a map and have
 JA1123.an estimated accuracy of +/- 6 seconds.
 JA1123
 JA1123.The orthometric height was determined by differential leveling and
 JA1123.adjusted by the NATIONAL GEODETIC SURVEY
 JA1123.in June 1991.
 JA1123
 JA1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1123.GEOID18 height accuracy estimate available here.
 JA1123
 JA1123.Click photographs - Photos may exist for this station.
 JA1123
 JA1123.The dynamic height is computed by dividing the NAVD 88
 JA1123.geopotential number by the normal gravity value computed on the
 JA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1123.degrees latitude (g = 980.6199 gals.).
 JA1123
 JA1123.The modeled gravity was interpolated from observed gravity values.
 JA1123
 JA1123;                    North         East    Units  Estimated Accuracy
 JA1123;SPC IN W     -   343,330.      860,220.      MT  (+/- 180 meters Scaled)
 JA1123
 JA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529436(NAD 83)
 JA1123
 JA1123                          SUPERSEDED SURVEY CONTROL
 JA1123
 JA1123  NGVD 29 (??/??/92)  155.263  (m)          509.39   (f) ADJ UNCH    1 2
 JA1123
 JA1123.Superseded values are not recommended for survey control.
 JA1123
 JA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1123.See file dsdata.pdf to determine how the superseded data were derived.
 JA1123
 JA1123_MARKER: DB = BENCH MARK DISK
 JA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1123_STAMPING: K 332 1965
 JA1123_MARK LOGO: CGS
 JA1123_PROJECTION: PROJECTING
 JA1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1123+STABILITY: SURFACE MOTION
 JA1123
 JA1123  HISTORY     - Date     Condition        Report By
 JA1123  HISTORY     - 1965     MONUMENTED       CGS
 JA1123
 JA1123                          STATION DESCRIPTION
 JA1123
 JA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1123'2.4 MI SE FROM PRINCETON.
 JA1123'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE GIBSON
 JA1123'COUNTY COURTHOUSE AT PRINCETON, THENCE 1.5 MILES EAST ALONG THE
 JA1123'SOUTHERN RAILWAY, 51 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 JA1123'OF THE RAILROAD AND PAVED ROAD NUMBER 150E, 66 FEET EAST OF
 JA1123'MILEPOST 164, 32 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JA1123'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET EAST AND
 JA1123'ACROSS THE ROAD FROM POWER POLE 870-3032, 9 1/2 FEET EAST OF A
 JA1123'BRACE POLE, 3 FEET NORTH OF A FENCE, 1.0 FEET SOUTHEAST OF A
 JA1123'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 JA1123'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0677 ***********************************************************************
 MD0677  DESIGNATION -  K 333
 MD0677  PID         -  MD0677
 MD0677  STATE/COUNTY-  IN/WHITLEY
 MD0677  COUNTRY     -  US
 MD0677  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0677
 MD0677                         *CURRENT SURVEY CONTROL
 MD0677  ______________________________________________________________________
 MD0677* NAD 83(1986) POSITION- 41 08 59.     (N) 085 29 13.     (W)   SCALED
 MD0677* NAVD 88 ORTHO HEIGHT -   256.064 (meters)      840.10  (feet) ADJUSTED
 MD0677  ______________________________________________________________________
 MD0677  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 MD0677  DYNAMIC HEIGHT  -        255.965 (meters)      839.78  (feet) COMP
 MD0677  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 MD0677
 MD0677  VERT ORDER      -  FIRST     CLASS I
 MD0677
 MD0677.The horizontal coordinates were scaled from a map and have
 MD0677.an estimated accuracy of +/- 6 seconds.
 MD0677
 MD0677.The orthometric height was determined by differential leveling and
 MD0677.adjusted by the NATIONAL GEODETIC SURVEY
 MD0677.in June 1991.
 MD0677
 MD0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0677.GEOID18 height accuracy estimate available here.
 MD0677
 MD0677.Click photographs - Photos may exist for this station.
 MD0677
 MD0677.The dynamic height is computed by dividing the NAVD 88
 MD0677.geopotential number by the normal gravity value computed on the
 MD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0677.degrees latitude (g = 980.6199 gals.).
 MD0677
 MD0677.The modeled gravity was interpolated from observed gravity values.
 MD0677
 MD0677;                    North         East    Units  Estimated Accuracy
 MD0677;SPC IN E     -   655,200.      115,090.      MT  (+/- 180 meters Scaled)
 MD0677
 MD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL269564(NAD 83)
 MD0677
 MD0677                          SUPERSEDED SURVEY CONTROL
 MD0677
 MD0677  NGVD 29 (01/19/93)  256.218  (m)          840.61   (f) ADJUSTED    1 1
 MD0677  NGVD 29 (??/??/92)  256.218  (m)          840.61   (f) SUPERSEDED  1 1
 MD0677
 MD0677.Superseded values are not recommended for survey control.
 MD0677
 MD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0677.See file dsdata.pdf to determine how the superseded data were derived.
 MD0677
 MD0677_MARKER: DB = BENCH MARK DISK
 MD0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0677_STAMPING: K 333 1968
 MD0677_MARK LOGO: CGS
 MD0677_PROJECTION: FLUSH
 MD0677_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0677+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0677_ROD/PIPE-DEPTH: 11.2 meters
 MD0677
 MD0677  HISTORY     - Date     Condition        Report By
 MD0677  HISTORY     - 1968     MONUMENTED       CGS
 MD0677  HISTORY     - 19921009 GOOD             NGS
 MD0677
 MD0677                          STATION DESCRIPTION
 MD0677
 MD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0677'AT COLUMBIA CITY.
 MD0677'AT COLUMBIA CITY, 0.5 MILE SOUTH ALONG MAIN STREET FROM THE
 MD0677'COURTHOUSE, 55 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 MD0677'STATE HIGHWAY 9 AND THE EASTBOUND TRACK OF THE PENN CENTRAL
 MD0677'RAILROAD, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MD0677'20.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND
 MD0677'TRACK, 2 1/2 FEET SOUTHEAST OF A UTILITY POLE, IN LINE WITH A
 MD0677'ROW OF POLES, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 MD0677'LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 MD0677'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MD0677'GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 3
 MD0677'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 MD0677'REFUSAL AT A DEPTH OF 36.6 FEET.  IN SECTION 11, R 9 E, T 31 N.
 MD0677
 MD0677                          STATION RECOVERY (1992)
 MD0677
 MD0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0677'IN COLUMBIA CITY, AT THE INTERSECTION OF STATE HIGHWAY 9 AND THE
 MD0677'CONRAIL RAILROAD, 15.5 M (50.9 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 MD0677'CENTERLINE, 6.3 M (20.7 FT) SOUTH OF THE NEAR RAIL, 0.5 M (1.6 FT)
 MD0677'EAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 MD0677'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.1 M
 MD0677'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0255 ***********************************************************************
 ME0255  DESIGNATION -  K 334
 ME0255  PID         -  ME0255
 ME0255  STATE/COUNTY-  IN/MARSHALL
 ME0255  COUNTRY     -  US
 ME0255  USGS QUAD   -  INWOOD (2019)
 ME0255
 ME0255                         *CURRENT SURVEY CONTROL
 ME0255  ______________________________________________________________________
 ME0255* NAD 83(1986) POSITION- 41 19 23.     (N) 086 14 01.     (W)   SCALED
 ME0255* NAVD 88 ORTHO HEIGHT -   252.074 (meters)      827.01  (feet) ADJUSTED
 ME0255  ______________________________________________________________________
 ME0255  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME0255  DYNAMIC HEIGHT  -        251.966 (meters)      826.66  (feet) COMP
 ME0255  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 ME0255
 ME0255  VERT ORDER      -  FIRST     CLASS I
 ME0255
 ME0255.The horizontal coordinates were scaled from a map and have
 ME0255.an estimated accuracy of +/- 6 seconds.
 ME0255
 ME0255.The orthometric height was determined by differential leveling and
 ME0255.adjusted by the NATIONAL GEODETIC SURVEY
 ME0255.in April 1995.
 ME0255
 ME0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0255.GEOID18 height accuracy estimate available here.
 ME0255
 ME0255.Click photographs - Photos may exist for this station.
 ME0255
 ME0255.The dynamic height is computed by dividing the NAVD 88
 ME0255.geopotential number by the normal gravity value computed on the
 ME0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0255.degrees latitude (g = 980.6199 gals.).
 ME0255
 ME0255.The modeled gravity was interpolated from observed gravity values.
 ME0255
 ME0255;                    North         East    Units  Estimated Accuracy
 ME0255;SPC IN E     -   674,590.       52,540.      MT  (+/- 180 meters Scaled)
 ME0255
 ME0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL641749(NAD 83)
 ME0255
 ME0255                          SUPERSEDED SURVEY CONTROL
 ME0255
 ME0255  NAVD 88 (06/15/91)  252.079  (m)          827.03   (f) SUPERSEDED  1 1
 ME0255  NGVD 29 (01/19/93)  252.196  (m)          827.41   (f) ADJUSTED    1 1
 ME0255  NGVD 29 (??/??/92)  252.200  (m)          827.43   (f) SUPERSEDED  1 1
 ME0255
 ME0255.Superseded values are not recommended for survey control.
 ME0255
 ME0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0255.See file dsdata.pdf to determine how the superseded data were derived.
 ME0255
 ME0255_MARKER: DB = BENCH MARK DISK
 ME0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0255_SP_SET: HEADWALL
 ME0255_STAMPING: K 334 1968
 ME0255_MARK LOGO: CGS
 ME0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0255+STABILITY: SURFACE MOTION
 ME0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0255+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0255
 ME0255  HISTORY     - Date     Condition        Report By
 ME0255  HISTORY     - 1968     MONUMENTED       CGS
 ME0255  HISTORY     - 1990     GOOD             USPSQD
 ME0255  HISTORY     - 19920909 GOOD             NGS
 ME0255
 ME0255                          STATION DESCRIPTION
 ME0255
 ME0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0255'1.7 MI W FROM INWOOD.
 ME0255'ABOUT 1.7 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0255'CROSSING OF HAWTHORN ROAD AT INWOOD, IN SECTION 12, R 3 E, T 33
 ME0255'N, ABOUT 0.5 MILE WEST OF MILEPOST 379, SET ON THE TOP OF THE
 ME0255'WEST END OF THE SOUTH HEAD WALL OF A 10-FOOT STONE ARCHED CULVERT
 ME0255'OVER CREWS DITCH, 14.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0255'EASTBOUND TRACK, 2 1/2 FEET EAST OF THE WEST END OF THE HEAD WALL
 ME0255'AND 6 FEET BELOW THE LEVEL OF THE TRACK.
 ME0255
 ME0255                          STATION RECOVERY (1990)
 ME0255
 ME0255'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0255'RECOVERED IN GOOD CONDITION.
 ME0255
 ME0255                          STATION RECOVERY (1992)
 ME0255
 ME0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0255'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0255'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, IN TOP OF
 ME0255'AND 0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 ME0255'STONE HEADWALL OF A CULVERT SPANNING CREWS DITCH, 4.1 M (13.5 FT)
 ME0255'SOUTHWEST OF THE NEAR RAIL, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 ME0255'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0231 ***********************************************************************
 ME0231  DESIGNATION -  K 335
 ME0231  PID         -  ME0231
 ME0231  STATE/COUNTY-  IN/MARSHALL
 ME0231  COUNTRY     -  US
 ME0231  USGS QUAD   -  BOURBON (2019)
 ME0231
 ME0231                         *CURRENT SURVEY CONTROL
 ME0231  ______________________________________________________________________
 ME0231* NAD 83(1986) POSITION- 41 17 31.     (N) 086 06 20.     (W)   SCALED
 ME0231* NAVD 88 ORTHO HEIGHT -   253.431 (meters)      831.46  (feet) ADJUSTED
 ME0231  ______________________________________________________________________
 ME0231  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0231  DYNAMIC HEIGHT  -        253.325 (meters)      831.12  (feet) COMP
 ME0231  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 ME0231
 ME0231  VERT ORDER      -  FIRST     CLASS I
 ME0231
 ME0231.The horizontal coordinates were scaled from a map and have
 ME0231.an estimated accuracy of +/- 6 seconds.
 ME0231
 ME0231.The orthometric height was determined by differential leveling and
 ME0231.adjusted by the NATIONAL GEODETIC SURVEY
 ME0231.in June 1991.
 ME0231
 ME0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0231.GEOID18 height accuracy estimate available here.
 ME0231
 ME0231.Click photographs - Photos may exist for this station.
 ME0231
 ME0231.The dynamic height is computed by dividing the NAVD 88
 ME0231.geopotential number by the normal gravity value computed on the
 ME0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0231.degrees latitude (g = 980.6199 gals.).
 ME0231
 ME0231.The modeled gravity was interpolated from observed gravity values.
 ME0231
 ME0231;                    North         East    Units  Estimated Accuracy
 ME0231;SPC IN E     -   671,070.       63,240.      MT  (+/- 180 meters Scaled)
 ME0231
 ME0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748715(NAD 83)
 ME0231
 ME0231                          SUPERSEDED SURVEY CONTROL
 ME0231
 ME0231  NGVD 29 (??/??/92)  253.557  (m)          831.88   (f) ADJ UNCH    1 1
 ME0231
 ME0231.Superseded values are not recommended for survey control.
 ME0231
 ME0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0231.See file dsdata.pdf to determine how the superseded data were derived.
 ME0231
 ME0231_MARKER: DB = BENCH MARK DISK
 ME0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0231_STAMPING: K 335 1968
 ME0231_MARK LOGO: CGS
 ME0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0231+STABILITY: SURFACE MOTION
 ME0231
 ME0231  HISTORY     - Date     Condition        Report By
 ME0231  HISTORY     - 1968     MONUMENTED       CGS
 ME0231  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0231
 ME0231                          STATION DESCRIPTION
 ME0231
 ME0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0231'0.6 MI SE FROM BOURBON.
 ME0231'ABOUT 0.6 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0231'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, IN SECTION 19,
 ME0231'R 4 E, T 33 N, AT THE EAST EDGE OF BOURBON, AT THE OUTSIDE OF A
 ME0231'CURVE IN U.S. HIGHWAY 30, 85 FEET EAST OF A WHISTLE POST, 62
 ME0231'FEET SOUTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY, 23 FEET
 ME0231'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 31 1/2
 ME0231'FEET SOUTHWEST OF A 24-INCH SYCAMORE TREE, 1.2 FEET SOUTHEAST
 ME0231'OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK
 ME0231'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 ME0231'THE LEVEL OF THE GROUND.
 ME0231
 ME0231                          STATION RECOVERY (1992)
 ME0231
 ME0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0231'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1216 ***********************************************************************
 ME1216  DESIGNATION -  K 336
 ME1216  PID         -  ME1216
 ME1216  STATE/COUNTY-  IN/PORTER
 ME1216  COUNTRY     -  US
 ME1216  USGS QUAD   -  VALPARAISO (2019)
 ME1216
 ME1216                         *CURRENT SURVEY CONTROL
 ME1216  ______________________________________________________________________
 ME1216* NAD 83(1986) POSITION- 41 29 16.34   (N) 087 06 46.35   (W)   HD_HELD1
 ME1216* NAVD 88 ORTHO HEIGHT -   211.838 (meters)      695.01  (feet) ADJUSTED
 ME1216  ______________________________________________________________________
 ME1216  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 ME1216  DYNAMIC HEIGHT  -        211.754 (meters)      694.73  (feet) COMP
 ME1216  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 ME1216
 ME1216  VERT ORDER      -  FIRST     CLASS I
 ME1216
 ME1216.The horizontal coordinates were determined by differentially corrected
 ME1216.hand held GPS observations or other comparable positioning techniques
 ME1216.and have an estimated accuracy of +/- 3 meters.
 ME1216
 ME1216.The orthometric height was determined by differential leveling and
 ME1216.adjusted by the NATIONAL GEODETIC SURVEY
 ME1216.in June 1991.
 ME1216
 ME1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1216.GEOID18 height accuracy estimate available here.
 ME1216
 ME1216.Click photographs - Photos may exist for this station.
 ME1216
 ME1216.The dynamic height is computed by dividing the NAVD 88
 ME1216.geopotential number by the normal gravity value computed on the
 ME1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1216.degrees latitude (g = 980.6199 gals.).
 ME1216
 ME1216.The modeled gravity was interpolated from observed gravity values.
 ME1216
 ME1216;                    North         East    Units  Estimated Accuracy
 ME1216;SPC IN W     -   692,739.2     897,533.0     MT  (+/- 3 meters HH1 GPS) 
 ME1216
 ME1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9057792923(NAD 83)
 ME1216
 ME1216                          SUPERSEDED SURVEY CONTROL
 ME1216
 ME1216  NGVD 29 (01/19/93)  211.932  (m)          695.31   (f) ADJUSTED    1 1
 ME1216  NGVD 29 (??/??/92)  211.933  (m)          695.32   (f) SUPERSEDED  1 1
 ME1216
 ME1216.Superseded values are not recommended for survey control.
 ME1216
 ME1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1216.See file dsdata.pdf to determine how the superseded data were derived.
 ME1216
 ME1216_MARKER: DB = BENCH MARK DISK
 ME1216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1216_STAMPING: K 336 1968
 ME1216_MARK LOGO: CGS
 ME1216_PROJECTION: FLUSH
 ME1216_MAGNETIC: I = MARKER IS A STEEL ROD
 ME1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1216+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1216_ROD/PIPE-DEPTH: 9.8 meters
 ME1216
 ME1216  HISTORY     - Date     Condition        Report By
 ME1216  HISTORY     - 1968     MONUMENTED       CGS
 ME1216  HISTORY     - 19920906 GOOD             NGS
 ME1216
 ME1216                          STATION DESCRIPTION
 ME1216
 ME1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1216'2.8 MI NW FROM VALPARAISO.
 ME1216'ABOUT 2.8 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1216'THE STATION AT VALPARAISO, IN SECTION 16, R 6 W, T 35 N, ABOUT
 ME1216'0.1 MILE SOUTHEAST OF THE CROSSING OF ROAD NO. 250 WEST, AT THE
 ME1216'CROSSING OF THE GRAND TRUNK RAILWAY, BETWEEN TWO TELEPHONE POLES,
 ME1216'140 FEET WEST OF THE CENTER OF THE CROSSING OF THE SOUTHWEST TRACK
 ME1216'OF THE PENN CENTRAL RAILROAD AND THE GRAND TRUNK RAILWAY, 37 FEET
 ME1216'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK OF THE
 ME1216'PENN CENTRAL RAILROAD, 14.4 FEET NORTH OF THE NORTH RAIL OF THE
 ME1216'GRAND TRUNK RAILWAY, 3 FEET NORTHEAST OF THE SOUTHWEST ONE OF
 ME1216'TWO TELEPHONE POLES, AND IS A DISK ON THE TOP OF A COPPER COATED
 ME1216'STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 ME1216'PROTECTED BY A 6 INCH STEEL PIPE WHICH PROJECTS 1 INCH ABOVE THE
 ME1216'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 ME1216
 ME1216                          STATION RECOVERY (1992)
 ME1216
 ME1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1216'5.3 KM (3.30 MI)  WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST
 ME1216'OFFICE IN VALPARAISO, THENCE 0.4 KM (0.25 MI)  SOUTHERLY ALONG COUNTY
 ME1216'ROAD 250 WEST, THENCE 0.15 KM (0.10 MI)  SOUTHEASTERLY ALONG THE
 ME1216'CONRAIL RAILROAD, 11.2 M (36.7 FT)  SOUTHWEST OF THE NEAR RAIL, 4.4 M
 ME1216'(14.4 FT) NORTH OF THE NEAR RAIL OF THE GRAND TRUNK RAILROAD, 1.7 M
 ME1216'(5.6 FT) NORTHEAST OF THE SOUTHWEST LEG OF A DOUBLE UTILITY POLE, 0.9
 ME1216'M (3.0 FT)  SOUTHWEST OF THE NORTHEAST LEG, AND 0.5 M (1.6 FT)  BELOW
 ME1216'THE LEVEL OF THE TRACK.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL
 ME1216'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1631 ***********************************************************************
 LB1631  DESIGNATION -  K 34
 LB1631  PID         -  LB1631
 LB1631  STATE/COUNTY-  IN/FOUNTAIN
 LB1631  COUNTRY     -  US
 LB1631  USGS QUAD   -  VEEDERSBURG (2019)
 LB1631
 LB1631                         *CURRENT SURVEY CONTROL
 LB1631  ______________________________________________________________________
 LB1631* NAD 83(1986) POSITION- 40 06 43.     (N) 087 15 37.     (W)   SCALED
 LB1631* NAVD 88 ORTHO HEIGHT -   186.175 (meters)      610.81  (feet) ADJUSTED
 LB1631  ______________________________________________________________________
 LB1631  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 LB1631  DYNAMIC HEIGHT  -        186.078 (meters)      610.49  (feet) COMP
 LB1631  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LB1631
 LB1631  VERT ORDER      -  SECOND    CLASS 0
 LB1631
 LB1631.The horizontal coordinates were scaled from a map and have
 LB1631.an estimated accuracy of +/- 6 seconds.
 LB1631
 LB1631.The orthometric height was determined by differential leveling and
 LB1631.adjusted by the NATIONAL GEODETIC SURVEY
 LB1631.in June 1991.
 LB1631
 LB1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1631.GEOID18 height accuracy estimate available here.
 LB1631
 LB1631.Click photographs - Photos may exist for this station.
 LB1631
 LB1631.The dynamic height is computed by dividing the NAVD 88
 LB1631.geopotential number by the normal gravity value computed on the
 LB1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1631.degrees latitude (g = 980.6199 gals.).
 LB1631
 LB1631.The modeled gravity was interpolated from observed gravity values.
 LB1631
 LB1631;                    North         East    Units  Estimated Accuracy
 LB1631;SPC IN W     -   539,960.      884,920.      MT  (+/- 180 meters Scaled)
 LB1631
 LB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK778402(NAD 83)
 LB1631
 LB1631                          SUPERSEDED SURVEY CONTROL
 LB1631
 LB1631  NGVD 29 (??/??/92)  186.249  (m)          611.05   (f) ADJ UNCH    2 0
 LB1631
 LB1631.Superseded values are not recommended for survey control.
 LB1631
 LB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1631.See file dsdata.pdf to determine how the superseded data were derived.
 LB1631
 LB1631_MARKER: DB = BENCH MARK DISK
 LB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1631_STAMPING: K 34 1934
 LB1631_MARK LOGO: CGS
 LB1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1631+STABILITY: SURFACE MOTION
 LB1631
 LB1631  HISTORY     - Date     Condition        Report By
 LB1631  HISTORY     - 1934     MONUMENTED       CGS
 LB1631  HISTORY     - 1946     GOOD             CGS
 LB1631  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB1631
 LB1631                          STATION DESCRIPTION
 LB1631
 LB1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1631'AT VEEDERSBURG.
 LB1631'AT VEEDERSBURG, AT THE CROSSING OF THE PEORIA AND EASTERN
 LB1631'RAILWAY AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 292
 LB1631'FEET EAST OF THE SOUTHEAST CORNER OF THE PEORIA AND EASTERN
 LB1631'RAILWAY STATION, 72 FEET NORTHEAST ACROSS THE TRACK FROM POLE 64/30,
 LB1631'62 FEET WEST OF THE WEST RAIL OF THE NYC AND ST L TRACK, 27 FEET
 LB1631'NORTH OF THE NORTH RAIL OF THE P AND E RY TRACK, 2 FEET WEST OF A
 LB1631'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  THE POST
 LB1631'PROJECTS 4 INCHES ABOVE GROUND.
 LB1631
 LB1631                          STATION RECOVERY (1957)
 LB1631
 LB1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LB1631'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2127 ***********************************************************************
 ME2127  DESIGNATION -  K 349
 ME2127  PID         -  ME2127
 ME2127  STATE/COUNTY-  IN/LAKE
 ME2127  COUNTRY     -  US
 ME2127  USGS QUAD   -  GARY (2019)
 ME2127
 ME2127                         *CURRENT SURVEY CONTROL
 ME2127  ______________________________________________________________________
 ME2127* NAD 83(1986) POSITION- 41 35 51.46   (N) 087 15 52.98   (W)   HD_HELD1
 ME2127* NAVD 88 ORTHO HEIGHT -   185.847 (meters)      609.73  (feet) ADJUSTED
 ME2127  ______________________________________________________________________
 ME2127  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 ME2127  DYNAMIC HEIGHT  -        185.779 (meters)      609.51  (feet) COMP
 ME2127  MODELED GRAVITY -    980,249.9   (mgal)                       NAVD 88
 ME2127
 ME2127  VERT ORDER      -  FIRST     CLASS II
 ME2127
 ME2127.The horizontal coordinates were determined by differentially corrected
 ME2127.hand held GPS observations or other comparable positioning techniques
 ME2127.and have an estimated accuracy of +/- 3 meters.
 ME2127
 ME2127.The orthometric height was determined by differential leveling and
 ME2127.adjusted by the NATIONAL GEODETIC SURVEY
 ME2127.in June 1991.
 ME2127
 ME2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2127.GEOID18 height accuracy estimate available here.
 ME2127
 ME2127.Click photographs - Photos may exist for this station.
 ME2127
 ME2127.The dynamic height is computed by dividing the NAVD 88
 ME2127.geopotential number by the normal gravity value computed on the
 ME2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2127.degrees latitude (g = 980.6199 gals.).
 ME2127
 ME2127.The modeled gravity was interpolated from observed gravity values.
 ME2127
 ME2127;                    North         East    Units  Estimated Accuracy
 ME2127;SPC IN W     -   704,944.2     884,878.5     MT  (+/- 3 meters HH1 GPS) 
 ME2127
 ME2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7793905136(NAD 83)
 ME2127
 ME2127                          SUPERSEDED SURVEY CONTROL
 ME2127
 ME2127  NGVD 29 (01/19/93)  185.952  (m)          610.08   (f) ADJUSTED    1 2
 ME2127  NGVD 29 (??/??/92)  185.948  (m)          610.06   (f) SUPERSEDED  1 2
 ME2127
 ME2127.Superseded values are not recommended for survey control.
 ME2127
 ME2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2127.See file dsdata.pdf to determine how the superseded data were derived.
 ME2127
 ME2127_MARKER: F = FLANGE-ENCASED ROD
 ME2127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2127_STAMPING: K 349 1985
 ME2127_MARK LOGO: NGS
 ME2127_PROJECTION: RECESSED 15 CENTIMETERS
 ME2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2127+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 ME2127_ROD/PIPE-DEPTH: 11.0 meters
 ME2127
 ME2127  HISTORY     - Date     Condition        Report By
 ME2127  HISTORY     - 1985     MONUMENTED       NGS
 ME2127  HISTORY     - 20100927 GOOD             INDIV
 ME2127  HISTORY     - 20180315 GOOD             IN-089
 ME2127
 ME2127                          STATION DESCRIPTION
 ME2127
 ME2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2127'6.3 KM (3.9 MI) EAST FROM GARY.
 ME2127'6.3 KM (3.9 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2127'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, 0.2 KM (0.1 MI) EAST OF
 ME2127'THE INTERSECTION OF LAKE STREET, 9.7 M (31.8 FT) SOUTH OF THE NEAR
 ME2127'RAIL OF THE SOUTH SHORE RAILROAD, 8.0 M (26.2 FT) NORTH OF THE
 ME2127'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT)
 ME2127'SOUTHWEST OF THE SOUTH 1 OF 3 LEGS OF A SIGN (CAPITAL SAVINGS), AND
 ME2127'0.6 M (2.0 FT) EAST OF A GUY WIRE ANCHOR.  NOTE--ACCESS TO DATUM POINT
 ME2127'IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2127'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ME2127'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ME2127
 ME2127                          STATION RECOVERY (2010)
 ME2127
 ME2127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SRK)
 ME2127'THIS MARKER WAS FOUND AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS AND
 ME2127'ADDITIONAL TIES.
 ME2127'1. THE CAPITAL SAVINGS SIGN IS NONE EXISTING.
 ME2127'2. THE WITNESS POST IS MISSING.
 ME2127'3. THE MARK IS 28.8' SOUTHWEST OF THE SOUTHWEST BOLT OF A GALV. SOUTH
 ME2127'SHORE RAILROAD POWER POLE.
 ME2127'4. THE MARK IS 33.0' SOUTHWEST OF NIPSCO POWER POLE 325/453.
 ME2127'5. THE MARK IS 13.2' NORTH OF THE BACK OF THE NORTH CURB US HWY. 12.
 ME2127
 ME2127                          STATION RECOVERY (2018)
 ME2127
 ME2127'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 ME2127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0754 ***********************************************************************
 LA0754  DESIGNATION -  K 35
 LA0754  PID         -  LA0754
 LA0754  STATE/COUNTY-  IN/WELLS
 LA0754  COUNTRY     -  US
 LA0754  USGS QUAD   -  PREBLE (2019)
 LA0754
 LA0754                         *CURRENT SURVEY CONTROL
 LA0754  ______________________________________________________________________
 LA0754* NAD 83(1986) POSITION- 40 49 55.     (N) 085 05 29.     (W)   SCALED
 LA0754* NAVD 88 ORTHO HEIGHT -   254.202 (meters)      833.99  (feet) ADJUSTED
 LA0754  ______________________________________________________________________
 LA0754  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 LA0754  DYNAMIC HEIGHT  -        254.087 (meters)      833.62  (feet) COMP
 LA0754  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 LA0754
 LA0754  VERT ORDER      -  SECOND    CLASS 0
 LA0754
 LA0754.The horizontal coordinates were scaled from a map and have
 LA0754.an estimated accuracy of +/- 6 seconds.
 LA0754
 LA0754.The orthometric height was determined by differential leveling and
 LA0754.adjusted by the NATIONAL GEODETIC SURVEY
 LA0754.in June 1991.
 LA0754
 LA0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0754.GEOID18 height accuracy estimate available here.
 LA0754
 LA0754.Click photographs - Photos may exist for this station.
 LA0754
 LA0754.The dynamic height is computed by dividing the NAVD 88
 LA0754.geopotential number by the normal gravity value computed on the
 LA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0754.degrees latitude (g = 980.6199 gals.).
 LA0754
 LA0754.The modeled gravity was interpolated from observed gravity values.
 LA0754
 LA0754;                    North         East    Units  Estimated Accuracy
 LA0754;SPC IN E     -   620,060.      148,520.      MT  (+/- 180 meters Scaled)
 LA0754
 LA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL609218(NAD 83)
 LA0754
 LA0754                          SUPERSEDED SURVEY CONTROL
 LA0754
 LA0754  NGVD 29 (??/??/92)  254.345  (m)          834.46   (f) ADJ UNCH    2 0
 LA0754
 LA0754.Superseded values are not recommended for survey control.
 LA0754
 LA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0754.See file dsdata.pdf to determine how the superseded data were derived.
 LA0754
 LA0754_MARKER: DB = BENCH MARK DISK
 LA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0754_STAMPING: K 35 1934
 LA0754_MARK LOGO: CGS
 LA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0754+STABILITY: SURFACE MOTION
 LA0754
 LA0754  HISTORY     - Date     Condition        Report By
 LA0754  HISTORY     - 1934     MONUMENTED       CGS
 LA0754  HISTORY     - 1947     GOOD             CGS
 LA0754
 LA0754                          STATION DESCRIPTION
 LA0754
 LA0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0754'1.1 MI E FROM TOCSIN.
 LA0754'1.1 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0754'TOCSIN, WELLS COUNTY, 0.3 MILE EAST OF MILEPOST M 105, AT A
 LA0754'DIRT-ROAD CROSSING, 15 FEET EAST OF THE CENTERLINE OF THE DIRT
 LA0754'ROAD, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 8 INCHES LOWER
 LA0754'THAN THE TRACK.  A STANDARD DISK, STAMPED K 35 1934 AND SET
 LA0754'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1651 ***********************************************************************
 KA1651  DESIGNATION -  K 350
 KA1651  PID         -  KA1651
 KA1651  STATE/COUNTY-  IN/MARION
 KA1651  COUNTRY     -  US
 KA1651  USGS QUAD   -  CLERMONT (2019)
 KA1651
 KA1651                         *CURRENT SURVEY CONTROL
 KA1651  ______________________________________________________________________
 KA1651* NAD 83(1986) POSITION- 39 45 52.     (N) 086 15 59.     (W)   SCALED
 KA1651* NAVD 88 ORTHO HEIGHT -   238.374 (meters)      782.07  (feet) ADJUSTED
 KA1651  ______________________________________________________________________
 KA1651  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 KA1651  DYNAMIC HEIGHT  -        238.245 (meters)      781.64  (feet) COMP
 KA1651  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 KA1651
 KA1651  VERT ORDER      -  FIRST     CLASS II
 KA1651
 KA1651.The horizontal coordinates were scaled from a map and have
 KA1651.an estimated accuracy of +/- 6 seconds.
 KA1651
 KA1651.The orthometric height was determined by differential leveling and
 KA1651.adjusted by the NATIONAL GEODETIC SURVEY
 KA1651.in June 1991.
 KA1651
 KA1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1651.GEOID18 height accuracy estimate available here.
 KA1651
 KA1651.Click photographs - Photos may exist for this station.
 KA1651
 KA1651.The dynamic height is computed by dividing the NAVD 88
 KA1651.geopotential number by the normal gravity value computed on the
 KA1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1651.degrees latitude (g = 980.6199 gals.).
 KA1651
 KA1651.The modeled gravity was interpolated from observed gravity values.
 KA1651
 KA1651;                    North         East    Units  Estimated Accuracy
 KA1651;SPC IN E     -   501,540.       48,610.      MT  (+/- 180 meters Scaled)
 KA1651
 KA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK628018(NAD 83)
 KA1651
 KA1651                          SUPERSEDED SURVEY CONTROL
 KA1651
 KA1651.No superseded survey control is available for this station.
 KA1651
 KA1651_MARKER: DV = VERTICAL CONTROL DISK
 KA1651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1651_SP_SET: BRIDGE PIER
 KA1651_STAMPING: K 350 1985
 KA1651_MARK LOGO: NGS
 KA1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1651+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1995
 KA1651
 KA1651  HISTORY     - Date     Condition        Report By
 KA1651  HISTORY     - 1985     MONUMENTED       NGS
 KA1651  HISTORY     - 19950505 GOOD             NGS
 KA1651
 KA1651                          STATION DESCRIPTION
 KA1651
 KA1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1651'IN INDIANAPOLIS.
 KA1651'IN INDIANAPOLIS, AT THE INTERSECTION OF ROCKVILLE ROAD AND INTERSTATE
 KA1651'HIGHWAY 465, SET VERTICALLY IN THE MOST SOUTHERLY 1 OF 10 COLUMNS OF
 KA1651'THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE ROAD OVERPASS OF THE
 KA1651'HIGHWAY, 11.5 M (37.7 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 KA1651'OF THE HIGHWAY, AND 6.3 M (20.7 FT) SOUTH OF THE CENTER OF THE EAST
 KA1651'BOUND LANES OF THE ROAD.
 KA1651'THE MARK IS 1.4 M ABOVE THE GROUND.
 KA1651
 KA1651                          STATION RECOVERY (1995)
 KA1651
 KA1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 KA1651'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1679 ***********************************************************************
 KA1679  DESIGNATION -  K 351
 KA1679  PID         -  KA1679
 KA1679  STATE/COUNTY-  IN/CLAY
 KA1679  COUNTRY     -  US
 KA1679  USGS QUAD   -  BRAZIL EAST (2019)
 KA1679
 KA1679                         *CURRENT SURVEY CONTROL
 KA1679  ______________________________________________________________________
 KA1679* NAD 83(1986) POSITION- 39 32 37.91   (N) 087 02 26.60   (W)   HD_HELD1
 KA1679* NAVD 88 ORTHO HEIGHT -   197.069 (meters)      646.55  (feet) ADJUSTED
 KA1679  ______________________________________________________________________
 KA1679  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 KA1679  DYNAMIC HEIGHT  -        196.956 (meters)      646.18  (feet) COMP
 KA1679  MODELED GRAVITY -    980,048.1   (mgal)                       NAVD 88
 KA1679
 KA1679  VERT ORDER      -  FIRST     CLASS II
 KA1679
 KA1679.The horizontal coordinates were determined by differentially corrected
 KA1679.hand held GPS observations or other comparable positioning techniques
 KA1679.and have an estimated accuracy of +/- 3 meters.
 KA1679
 KA1679.The orthometric height was determined by differential leveling and
 KA1679.adjusted by the NATIONAL GEODETIC SURVEY
 KA1679.in June 1991.
 KA1679
 KA1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1679.GEOID18 height accuracy estimate available here.
 KA1679
 KA1679.Click photographs - Photos may exist for this station.
 KA1679
 KA1679.The dynamic height is computed by dividing the NAVD 88
 KA1679.geopotential number by the normal gravity value computed on the
 KA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1679.degrees latitude (g = 980.6199 gals.).
 KA1679
 KA1679.The modeled gravity was interpolated from observed gravity values.
 KA1679
 KA1679;                    North         East    Units  Estimated Accuracy
 KA1679;SPC IN W     -   476,875.3     903,662.7     MT  (+/- 3 meters HH1 GPS) 
 KA1679
 KA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9650077133(NAD 83)
 KA1679
 KA1679                          SUPERSEDED SURVEY CONTROL
 KA1679
 KA1679.No superseded survey control is available for this station.
 KA1679
 KA1679_MARKER: I = METAL ROD
 KA1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1679_STAMPING: K 351 1985
 KA1679_MARK LOGO: NGS
 KA1679_PROJECTION: FLUSH
 KA1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1679_ROD/PIPE-DEPTH: 4.6 meters
 KA1679
 KA1679  HISTORY     - Date     Condition        Report By
 KA1679  HISTORY     - 1985     MONUMENTED       NGS
 KA1679
 KA1679                          STATION DESCRIPTION
 KA1679
 KA1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1679'7.6 KM (4.7 MI) NE FROM BRAZIL.
 KA1679'7.6 KM (4.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1679'WITH STATE HIGHWAY 59 IN BRAZIL, 0.3 KM (0.2 MI) WEST OF THE WEST END
 KA1679'OF THE HIGHWAY OVERPASS OF THE CONRAIL RAILROAD, 26.5 M (86.9 FT) WEST
 KA1679'OF THE CENTER OF A DRIVEWAY, 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE
 KA1679'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF A
 KA1679'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1679'THROUGH A 5-INCH LOGO CAP.
 KA1679'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KA1679'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1704 ***********************************************************************
 KA1704  DESIGNATION -  K 353
 KA1704  PID         -  KA1704
 KA1704  STATE/COUNTY-  IN/CLAY
 KA1704  COUNTRY     -  US
 KA1704  USGS QUAD   -  CLAY CITY (2019)
 KA1704
 KA1704                         *CURRENT SURVEY CONTROL
 KA1704  ______________________________________________________________________
 KA1704* NAD 83(1986) POSITION- 39 21 06.     (N) 087 06 37.     (W)   SCALED
 KA1704* NAVD 88 ORTHO HEIGHT -   177.825 (meters)      583.41  (feet) ADJUSTED
 KA1704  ______________________________________________________________________
 KA1704  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 KA1704  DYNAMIC HEIGHT  -        177.723 (meters)      583.08  (feet) COMP
 KA1704  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 KA1704
 KA1704  VERT ORDER      -  FIRST     CLASS II
 KA1704
 KA1704.The horizontal coordinates were scaled from a map and have
 KA1704.an estimated accuracy of +/- 6 seconds.
 KA1704
 KA1704.The orthometric height was determined by differential leveling and
 KA1704.adjusted by the NATIONAL GEODETIC SURVEY
 KA1704.in June 1991.
 KA1704
 KA1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1704.GEOID18 height accuracy estimate available here.
 KA1704
 KA1704.Click photographs - Photos may exist for this station.
 KA1704
 KA1704.The dynamic height is computed by dividing the NAVD 88
 KA1704.geopotential number by the normal gravity value computed on the
 KA1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1704.degrees latitude (g = 980.6199 gals.).
 KA1704
 KA1704.The modeled gravity was interpolated from observed gravity values.
 KA1704
 KA1704;                    North         East    Units  Estimated Accuracy
 KA1704;SPC IN W     -   455,540.      897,680.      MT  (+/- 180 meters Scaled)
 KA1704
 KA1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904558(NAD 83)
 KA1704
 KA1704                          SUPERSEDED SURVEY CONTROL
 KA1704
 KA1704.No superseded survey control is available for this station.
 KA1704
 KA1704_MARKER: I = METAL ROD
 KA1704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1704_STAMPING: K 353 1985
 KA1704_MARK LOGO: NGS
 KA1704_PROJECTION: FLUSH
 KA1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1704_ROD/PIPE-DEPTH: 4.6 meters
 KA1704
 KA1704  HISTORY     - Date     Condition        Report By
 KA1704  HISTORY     - 1985     MONUMENTED       NGS
 KA1704
 KA1704                          STATION DESCRIPTION
 KA1704
 KA1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1704'8.4 KM (5.2 MI) NORTH FROM CLAY CITY.
 KA1704'8.4 KM (5.2 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION
 KA1704'WITH STATE HIGHWAY 157 IN CLAY CITY, 42.7 M (140.1 FT) NORTH OF THE
 KA1704'CENTER OF A FIELD ENTRANCE, 18.2 M (59.7 FT) SOUTH OF A FENCE CORNER,
 KA1704'15.6 M (51.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0
 KA1704'FT) NORTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM
 KA1704'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1704'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1704'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1619 ***********************************************************************
 JA1619  DESIGNATION -  K 354
 JA1619  PID         -  JA1619
 JA1619  STATE/COUNTY-  IN/DAVIESS
 JA1619  COUNTRY     -  US
 JA1619  USGS QUAD   -  PLAINVILLE (2019)
 JA1619
 JA1619                         *CURRENT SURVEY CONTROL
 JA1619  ______________________________________________________________________
 JA1619* NAD 83(1986) POSITION- 38 50 18.7    (N) 087 07 49.3    (W)   HD_HELD2
 JA1619* NAVD 88 ORTHO HEIGHT -   141.916 (meters)      465.60  (feet) ADJUSTED
 JA1619  ______________________________________________________________________
 JA1619  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 JA1619  DYNAMIC HEIGHT  -        141.828 (meters)      465.31  (feet) COMP
 JA1619  MODELED GRAVITY -    980,006.5   (mgal)                       NAVD 88
 JA1619
 JA1619  VERT ORDER      -  FIRST     CLASS II
 JA1619
 JA1619.The horizontal coordinates were established by autonomous hand held GPS
 JA1619.observations and have an estimated accuracy of +/- 10 meters.
 JA1619
 JA1619.The orthometric height was determined by differential leveling and
 JA1619.adjusted by the NATIONAL GEODETIC SURVEY
 JA1619.in June 1991.
 JA1619
 JA1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1619.GEOID18 height accuracy estimate available here.
 JA1619
 JA1619.Click photographs - Photos may exist for this station.
 JA1619
 JA1619.The dynamic height is computed by dividing the NAVD 88
 JA1619.geopotential number by the normal gravity value computed on the
 JA1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1619.degrees latitude (g = 980.6199 gals.).
 JA1619
 JA1619.The modeled gravity was interpolated from observed gravity values.
 JA1619
 JA1619;                    North         East    Units  Estimated Accuracy
 JA1619;SPC IN W     -   398,572.      895,917.      MT  (+/- 10 meters HH2 GPS)
 JA1619
 JA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8868698866(NAD 83)
 JA1619
 JA1619                          SUPERSEDED SURVEY CONTROL
 JA1619
 JA1619.No superseded survey control is available for this station.
 JA1619
 JA1619_MARKER: F = FLANGE-ENCASED ROD
 JA1619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1619_STAMPING: K 354 1985
 JA1619_MARK LOGO: NGS
 JA1619_PROJECTION: FLUSH
 JA1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1619_ROD/PIPE-DEPTH: 19.5 meters
 JA1619
 JA1619  HISTORY     - Date     Condition        Report By
 JA1619  HISTORY     - 1985     MONUMENTED       NGS
 JA1619  HISTORY     - 20090506 GOOD             GEOCAC
 JA1619  HISTORY     - 20130626 GOOD             INDOT
 JA1619
 JA1619                          STATION DESCRIPTION
 JA1619
 JA1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1619'22.3 KM (13.85 MI) NE FROM WASHINGTON.
 JA1619'22.3 KM (13.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1619'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 37.8 M (124.0 FT)
 JA1619'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.3 M (50.2 FT) SOUTHWEST
 JA1619'OF THE CENTER OF COUNTY ROAD 200 EAST, 8.6 M (28.2 FT) NORTHWEST OF
 JA1619'THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 5.7 M (18.7 FT) SOUTHWEST
 JA1619'OF THE NORTHEAST END OF A FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS
 JA1619'HAD THROUGH A 5-INCH LOGO CAP.
 JA1619'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JA1619'THE MARK IS 1.0 M BELOW THE TRACKS.
 JA1619
 JA1619                          STATION RECOVERY (2009)
 JA1619
 JA1619'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1619'RECOVERED IN GOOD CONDITION.
 JA1619
 JA1619                          STATION RECOVERY (2013)
 JA1619
 JA1619'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1619'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1597 ***********************************************************************
 JA1597  DESIGNATION -  K 356
 JA1597  PID         -  JA1597
 JA1597  STATE/COUNTY-  IN/WARRICK
 JA1597  COUNTRY     -  US
 JA1597  USGS QUAD   -  ELBERFELD (2019)
 JA1597
 JA1597                         *CURRENT SURVEY CONTROL
 JA1597  ______________________________________________________________________
 JA1597* NAD 83(1986) POSITION- 38 11 38.29   (N) 087 27 26.36   (W)   HD_HELD1
 JA1597* NAVD 88 ORTHO HEIGHT -   131.512 (meters)      431.47  (feet) ADJUSTED
 JA1597  ______________________________________________________________________
 JA1597  GEOID HEIGHT    -        -31.433 (meters)                     GEOID18
 JA1597  DYNAMIC HEIGHT  -        131.424 (meters)      431.18  (feet) COMP
 JA1597  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA1597
 JA1597  VERT ORDER      -  FIRST     CLASS II
 JA1597
 JA1597.The horizontal coordinates were determined by differentially corrected
 JA1597.hand held GPS observations or other comparable positioning techniques
 JA1597.and have an estimated accuracy of +/- 3 meters.
 JA1597
 JA1597.The orthometric height was determined by differential leveling and
 JA1597.adjusted by the NATIONAL GEODETIC SURVEY
 JA1597.in June 1991.
 JA1597
 JA1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1597.GEOID18 height accuracy estimate available here.
 JA1597
 JA1597.Click photographs - Photos may exist for this station.
 JA1597
 JA1597.The dynamic height is computed by dividing the NAVD 88
 JA1597.geopotential number by the normal gravity value computed on the
 JA1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1597.degrees latitude (g = 980.6199 gals.).
 JA1597
 JA1597.The modeled gravity was interpolated from observed gravity values.
 JA1597
 JA1597;                    North         East    Units  Estimated Accuracy
 JA1597;SPC IN W     -   327,089.7     867,239.4     MT  (+/- 3 meters HH1 GPS) 
 JA1597
 JA1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5995427435(NAD 83)
 JA1597
 JA1597                          SUPERSEDED SURVEY CONTROL
 JA1597
 JA1597.No superseded survey control is available for this station.
 JA1597
 JA1597_MARKER: I = METAL ROD
 JA1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1597_STAMPING: K 356 1986
 JA1597_MARK LOGO: NGS
 JA1597_PROJECTION: RECESSED 1 CENTIMETERS
 JA1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1597_ROD/PIPE-DEPTH: 3.5 meters
 JA1597
 JA1597  HISTORY     - Date     Condition        Report By
 JA1597  HISTORY     - 1986     MONUMENTED       NGS
 JA1597
 JA1597                          STATION DESCRIPTION
 JA1597
 JA1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1597'21.1 KM (13.1 MI) SOUTH FROM OAKLAND CITY.
 JA1597'21.1 KM (13.1 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1597'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 51.5 M (169.0 FT) EAST OF THE
 JA1597'HIGHWAY CENTERLINE, 19.3 M (63.3 FT) WEST OF THE CENTER OF A DRIVEWAY
 JA1597'LEADING SOUTH TO THE J.S. OSTER RESIDENCE, 13.4 M (43.0 FT) SOUTH OF
 JA1597'THE CENTERLINE OF STATE HIGHWAY 68, 0.7 M (2.3 FT) SOUTH OF A UTILITY
 JA1597'POLE, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 JA1597'IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1597'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 68.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2843 ***********************************************************************
 JZ2843  DESIGNATION -  K 357
 JZ2843  PID         -  JZ2843
 JZ2843  STATE/COUNTY-  IN/SHELBY
 JZ2843  COUNTRY     -  US
 JZ2843  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2843
 JZ2843                         *CURRENT SURVEY CONTROL
 JZ2843  ______________________________________________________________________
 JZ2843* NAD 83(1986) POSITION- 39 31 08.5    (N) 085 43 21.6    (W)   HD_HELD2
 JZ2843* NAVD 88 ORTHO HEIGHT -   244.044 (meters)      800.67  (feet) ADJUSTED
 JZ2843  ______________________________________________________________________
 JZ2843  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JZ2843  DYNAMIC HEIGHT  -        243.899 (meters)      800.19  (feet) COMP
 JZ2843  MODELED GRAVITY -    980,027.4   (mgal)                       NAVD 88
 JZ2843
 JZ2843  VERT ORDER      -  FIRST     CLASS II
 JZ2843
 JZ2843.The horizontal coordinates were established by autonomous hand held GPS
 JZ2843.observations and have an estimated accuracy of +/- 10 meters.
 JZ2843
 JZ2843.The orthometric height was determined by differential leveling and
 JZ2843.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2843.in June 1991.
 JZ2843
 JZ2843.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2843.GEOID18 height accuracy estimate available here.
 JZ2843
 JZ2843.Click photographs - Photos may exist for this station.
 JZ2843
 JZ2843.The dynamic height is computed by dividing the NAVD 88
 JZ2843.geopotential number by the normal gravity value computed on the
 JZ2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2843.degrees latitude (g = 980.6199 gals.).
 JZ2843
 JZ2843.The modeled gravity was interpolated from observed gravity values.
 JZ2843
 JZ2843;                    North         East    Units  Estimated Accuracy
 JZ2843;SPC IN E     -   474,119.       95,185.      MT  (+/- 10 meters HH2 GPS)
 JZ2843
 JZ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0979575155(NAD 83)
 JZ2843
 JZ2843                          SUPERSEDED SURVEY CONTROL
 JZ2843
 JZ2843.No superseded survey control is available for this station.
 JZ2843
 JZ2843_MARKER: DV = VERTICAL CONTROL DISK
 JZ2843_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2843_SP_SET: PIER
 JZ2843_STAMPING: K 357 1986
 JZ2843_MARK LOGO: NGS
 JZ2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2843+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2013
 JZ2843
 JZ2843  HISTORY     - Date     Condition        Report By
 JZ2843  HISTORY     - 1986     MONUMENTED       NGS
 JZ2843  HISTORY     - 20100428 GOOD             INDNR
 JZ2843  HISTORY     - 20130417 GOOD             INDNR
 JZ2843
 JZ2843                          STATION DESCRIPTION
 JZ2843
 JZ2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2843'1.4 KM (0.85 MI) SE FROM SHELBYVILLE.
 JZ2843'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2843'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2843'SOUTHWEST FACE OF THE CENTER PIER OF A PAVED ROAD OVERPASS OF THE
 JZ2843'HIGHWAY, 13.3 M (43.6 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST
 JZ2843'BOUND LANES OF THE HIGHWAY, AND 12.7 M (41.7 FT) NORTHEAST OF THE
 JZ2843'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2843'THE MARK IS 1.4 M ABOVE THE GROUND.
 JZ2843
 JZ2843                          STATION RECOVERY (2010)
 JZ2843
 JZ2843'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2843'THE NAME OF THE ROAD CROSSING I 74 AT THIS MARK IS BLUE RIDGE ROAD.
 JZ2843
 JZ2843                          STATION RECOVERY (2013)
 JZ2843
 JZ2843'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2817 ***********************************************************************
 JZ2817  DESIGNATION -  K 358
 JZ2817  PID         -  JZ2817
 JZ2817  STATE/COUNTY-  IN/FRANKLIN
 JZ2817  COUNTRY     -  US
 JZ2817  USGS QUAD   -  BATESVILLE (2019)
 JZ2817
 JZ2817                         *CURRENT SURVEY CONTROL
 JZ2817  ______________________________________________________________________
 JZ2817* NAD 83(1986) POSITION- 39 17 55.44   (N) 085 14 28.80   (W)   HD_HELD1
 JZ2817* NAVD 88 ORTHO HEIGHT -   290.436 (meters)      952.87  (feet) ADJUSTED
 JZ2817  ______________________________________________________________________
 JZ2817  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 JZ2817  DYNAMIC HEIGHT  -        290.254 (meters)      952.28  (feet) COMP
 JZ2817  MODELED GRAVITY -    979,994.3   (mgal)                       NAVD 88
 JZ2817
 JZ2817  VERT ORDER      -  FIRST     CLASS II
 JZ2817
 JZ2817.The horizontal coordinates were determined by differentially corrected
 JZ2817.hand held GPS observations or other comparable positioning techniques
 JZ2817.and have an estimated accuracy of +/- 3 meters.
 JZ2817
 JZ2817.The orthometric height was determined by differential leveling and
 JZ2817.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2817.in June 1991.
 JZ2817
 JZ2817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2817.GEOID18 height accuracy estimate available here.
 JZ2817
 JZ2817.Click photographs - Photos may exist for this station.
 JZ2817
 JZ2817.The dynamic height is computed by dividing the NAVD 88
 JZ2817.geopotential number by the normal gravity value computed on the
 JZ2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2817.degrees latitude (g = 980.6199 gals.).
 JZ2817
 JZ2817.The modeled gravity was interpolated from observed gravity values.
 JZ2817
 JZ2817;                    North         East    Units  Estimated Accuracy
 JZ2817;SPC IN E     -   449,746.3     136,688.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2817
 JZ2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5164851402(NAD 83)
 JZ2817
 JZ2817                          SUPERSEDED SURVEY CONTROL
 JZ2817
 JZ2817.No superseded survey control is available for this station.
 JZ2817
 JZ2817_MARKER: DV = VERTICAL CONTROL DISK
 JZ2817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2817_SP_SET: HEADWALL
 JZ2817_STAMPING: K 358 1986
 JZ2817_MARK LOGO: NGS
 JZ2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2817+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2014
 JZ2817
 JZ2817  HISTORY     - Date     Condition        Report By
 JZ2817  HISTORY     - 1986     MONUMENTED       NGS
 JZ2817  HISTORY     - 20140822 GOOD             GEOCAC
 JZ2817  HISTORY     - 20221220 GOOD             INDOT
 JZ2817
 JZ2817                          STATION DESCRIPTION
 JZ2817
 JZ2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2817'3.7 KM (2.3 MI) NW FROM BATESVILLE.
 JZ2817'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS
 JZ2817'JUNCTION WITH INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 1.8 KM (1.1
 JZ2817'MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, IN TOP OF AND 0.7 M (2.3
 JZ2817'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 JZ2817'LARGE RAILROAD BRIDGE SPANNING LITTLE LAUGHERY CREEK, AND 6.1 M (20.0
 JZ2817'FT) SOUTHWEST OF THE NEAR RAIL.
 JZ2817'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JZ2817
 JZ2817                          STATION RECOVERY (2014)
 JZ2817
 JZ2817'RECOVERY NOTE BY GEOCACHING 2014 (JR)
 JZ2817'MARK WAS RECOVERED IN GOOD CONDITION THOUGH IT WAS COVERED IN HEAVY
 JZ2817'BRUSH.
 JZ2817
 JZ2817                          STATION RECOVERY (2022)
 JZ2817
 JZ2817'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2817'IS SURROUNDED BY UNDERBRUSH AND SOME TREES TO THE SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2798 ***********************************************************************
 JZ2798  DESIGNATION -  K 359
 JZ2798  PID         -  JZ2798
 JZ2798  STATE/COUNTY-  IN/DEARBORN
 JZ2798  COUNTRY     -  US
 JZ2798  USGS QUAD   -  GUILFORD (2019)
 JZ2798
 JZ2798                         *CURRENT SURVEY CONTROL
 JZ2798  ______________________________________________________________________
 JZ2798* NAD 83(1986) POSITION- 39 12 02.     (N) 084 55 15.     (W)   SCALED
 JZ2798* NAVD 88 ORTHO HEIGHT -   175.823 (meters)      576.85  (feet) ADJUSTED
 JZ2798  ______________________________________________________________________
 JZ2798  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ2798  DYNAMIC HEIGHT  -        175.712 (meters)      576.48  (feet) COMP
 JZ2798  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 JZ2798
 JZ2798  VERT ORDER      -  FIRST     CLASS II
 JZ2798
 JZ2798.The horizontal coordinates were scaled from a map and have
 JZ2798.an estimated accuracy of +/- 6 seconds.
 JZ2798
 JZ2798.The orthometric height was determined by differential leveling and
 JZ2798.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2798.in June 1991.
 JZ2798
 JZ2798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2798.GEOID18 height accuracy estimate available here.
 JZ2798
 JZ2798.Click photographs - Photos may exist for this station.
 JZ2798
 JZ2798.The dynamic height is computed by dividing the NAVD 88
 JZ2798.geopotential number by the normal gravity value computed on the
 JZ2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2798.degrees latitude (g = 980.6199 gals.).
 JZ2798
 JZ2798.The modeled gravity was interpolated from observed gravity values.
 JZ2798
 JZ2798;                    North         East    Units  Estimated Accuracy
 JZ2798;SPC IN E     -   439,030.      164,420.      MT  (+/- 180 meters Scaled)
 JZ2798
 JZ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ795410(NAD 83)
 JZ2798
 JZ2798                          SUPERSEDED SURVEY CONTROL
 JZ2798
 JZ2798.No superseded survey control is available for this station.
 JZ2798
 JZ2798_MARKER: I = METAL ROD
 JZ2798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2798_STAMPING: K 359 1986
 JZ2798_MARK LOGO: NGS
 JZ2798_PROJECTION: FLUSH
 JZ2798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2798_ROD/PIPE-DEPTH: 4.0 meters
 JZ2798
 JZ2798  HISTORY     - Date     Condition        Report By
 JZ2798  HISTORY     - 1986     MONUMENTED       NGS
 JZ2798
 JZ2798                          STATION DESCRIPTION
 JZ2798
 JZ2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2798'16.7 KM (10.4 MI) NORTH FROM LAWRENCEBURG.
 JZ2798'16.7 KM (10.35 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2798'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 0.5 KM (0.3 MI) SOUTHEAST OF A
 JZ2798'POWERLINE CROSSING, 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF THE
 JZ2798'HIGHWAY, AND 1.0 M (3.3 FT) SOUTH OF UTILITY POLE NUMBER 90.
 JZ2798'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2798'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JZ2798'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0737 ***********************************************************************
 MD0737  DESIGNATION -  K 36 RESET
 MD0737  PID         -  MD0737
 MD0737  STATE/COUNTY-  IN/WHITLEY
 MD0737  COUNTRY     -  US
 MD0737  USGS QUAD   -  LAUD (2019)
 MD0737
 MD0737                         *CURRENT SURVEY CONTROL
 MD0737  ______________________________________________________________________
 MD0737* NAD 83(1986) POSITION- 41 03 52.     (N) 085 28 12.     (W)   SCALED
 MD0737* NAVD 88 ORTHO HEIGHT -   256.375 (meters)      841.12  (feet) ADJUSTED
 MD0737  ______________________________________________________________________
 MD0737  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 MD0737  DYNAMIC HEIGHT  -        256.269 (meters)      840.78  (feet) COMP
 MD0737  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 MD0737
 MD0737  VERT ORDER      -  SECOND    CLASS 0
 MD0737
 MD0737.The horizontal coordinates were scaled from a map and have
 MD0737.an estimated accuracy of +/- 6 seconds.
 MD0737
 MD0737.The orthometric height was determined by differential leveling and
 MD0737.adjusted by the NATIONAL GEODETIC SURVEY
 MD0737.in June 1991.
 MD0737
 MD0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0737.GEOID18 height accuracy estimate available here.
 MD0737
 MD0737.Click photographs - Photos may exist for this station.
 MD0737
 MD0737.The dynamic height is computed by dividing the NAVD 88
 MD0737.geopotential number by the normal gravity value computed on the
 MD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0737.degrees latitude (g = 980.6199 gals.).
 MD0737
 MD0737.The modeled gravity was interpolated from observed gravity values.
 MD0737
 MD0737;                    North         East    Units  Estimated Accuracy
 MD0737;SPC IN E     -   645,730.      116,530.      MT  (+/- 180 meters Scaled)
 MD0737
 MD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285470(NAD 83)
 MD0737
 MD0737                          SUPERSEDED SURVEY CONTROL
 MD0737
 MD0737  NGVD 29 (??/??/92)  256.524  (m)          841.61   (f) ADJ UNCH    2 0
 MD0737
 MD0737.Superseded values are not recommended for survey control.
 MD0737
 MD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0737.See file dsdata.pdf to determine how the superseded data were derived.
 MD0737
 MD0737_MARKER: DB = BENCH MARK DISK
 MD0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0737_SP_SET: CULVERT HEADWALL
 MD0737_STAMPING: K 36 1934 RESET 1946
 MD0737_MARK LOGO: CGS
 MD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0737+STABILITY: SURFACE MOTION
 MD0737
 MD0737  HISTORY     - Date     Condition        Report By
 MD0737  HISTORY     - 1946     MONUMENTED       CGS
 MD0737  HISTORY     - 1961     GOOD             CGS
 MD0737  HISTORY     - 1968     GOOD             CGS
 MD0737
 MD0737                          STATION DESCRIPTION
 MD0737
 MD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0737'6.4 MI S FROM COLUMBIA CITY.
 MD0737'ABOUT 6.4 MILES S ALONG NO. 9 INDIANA HWY. FROM COURTHOUSE IN
 MD0737'COLUMBIA CITY, 0.1 MILE N OF NO. 700 S COUNTY ROAD, ABOUT 50
 MD0737'YARDS S ALONG HWY. FROM STEEL-TOWER POWER LINE, 25-1/2 FEET E OF
 MD0737'CENTER LINE OF 20-FOOT CONCRETE HWY. PAVEMENT, 0.5 FOOT LOWER THAN
 MD0737'SAME, SET IN DRILL HOLE 1.0 FEET S OF N END OF 10-FOOT HEADWALL OF
 MD0737'24-INCH CONCRETE PIPE CULVERT.
 MD0737
 MD0737                          STATION RECOVERY (1968)
 MD0737
 MD0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1756 ***********************************************************************
 KA1756  DESIGNATION -  K 361
 KA1756  PID         -  KA1756
 KA1756  STATE/COUNTY-  IN/VERMILLION
 KA1756  COUNTRY     -  US
 KA1756  USGS QUAD   -  NEWPORT (2019)
 KA1756
 KA1756                         *CURRENT SURVEY CONTROL
 KA1756  ______________________________________________________________________
 KA1756* NAD 83(1986) POSITION- 39 55 31.     (N) 087 26 32.     (W)   SCALED
 KA1756* NAVD 88 ORTHO HEIGHT -   170.392 (meters)      559.03  (feet) ADJUSTED
 KA1756  ______________________________________________________________________
 KA1756  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 KA1756  DYNAMIC HEIGHT  -        170.302 (meters)      558.73  (feet) COMP
 KA1756  MODELED GRAVITY -    980,093.0   (mgal)                       NAVD 88
 KA1756
 KA1756  VERT ORDER      -  FIRST     CLASS II
 KA1756
 KA1756.The horizontal coordinates were scaled from a map and have
 KA1756.an estimated accuracy of +/- 6 seconds.
 KA1756
 KA1756.The orthometric height was determined by differential leveling and
 KA1756.adjusted by the NATIONAL GEODETIC SURVEY
 KA1756.in June 1991.
 KA1756
 KA1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1756.GEOID18 height accuracy estimate available here.
 KA1756
 KA1756.Click photographs - Photos may exist for this station.
 KA1756
 KA1756.The dynamic height is computed by dividing the NAVD 88
 KA1756.geopotential number by the normal gravity value computed on the
 KA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1756.degrees latitude (g = 980.6199 gals.).
 KA1756
 KA1756.The modeled gravity was interpolated from observed gravity values.
 KA1756
 KA1756;                    North         East    Units  Estimated Accuracy
 KA1756;SPC IN W     -   519,280.      869,320.      MT  (+/- 180 meters Scaled)
 KA1756
 KA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK622195(NAD 83)
 KA1756
 KA1756                          SUPERSEDED SURVEY CONTROL
 KA1756
 KA1756.No superseded survey control is available for this station.
 KA1756
 KA1756_MARKER: DV = VERTICAL CONTROL DISK
 KA1756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1756_SP_SET: BRIDGE ABUTMENT
 KA1756_STAMPING: K 361 1986
 KA1756_MARK LOGO: NGS
 KA1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1756+STABILITY: POSITION/ELEVATION WELL
 KA1756
 KA1756  HISTORY     - Date     Condition        Report By
 KA1756  HISTORY     - 1986     MONUMENTED       NGS
 KA1756
 KA1756                          STATION DESCRIPTION
 KA1756
 KA1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1756'3.4 KM (2.1 MI) SOUTH FROM CAYUGA.
 KA1756'3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1756'WITH STATE HIGHWAY 234 IN CAYUGA, IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 KA1756'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE NORTH BOUND HIGHWAY
 KA1756'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD, 25.8 M (84.6 FT)
 KA1756'EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND
 KA1756'6.3 M (20.7 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 KA1756'HIGHWAY.
 KA1756'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3390 ***********************************************************************
 ME3390  DESIGNATION -  K 367
 ME3390  PID         -  ME3390
 ME3390  STATE/COUNTY-  IN/STARKE
 ME3390  COUNTRY     -  US
 ME3390  USGS QUAD   -  HAMLET (2019)
 ME3390
 ME3390                         *CURRENT SURVEY CONTROL
 ME3390  ______________________________________________________________________
 ME3390* NAD 83(1986) POSITION- 41 22 46.     (N) 086 33 49.     (W)   SCALED
 ME3390* NAVD 88 ORTHO HEIGHT -   214.349 (meters)      703.24  (feet) ADJUSTED
 ME3390  ______________________________________________________________________
 ME3390  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 ME3390  DYNAMIC HEIGHT  -        214.262 (meters)      702.96  (feet) COMP
 ME3390  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 ME3390
 ME3390  VERT ORDER      -  FIRST     CLASS II
 ME3390
 ME3390.The horizontal coordinates were scaled from a map and have
 ME3390.an estimated accuracy of +/- 6 seconds.
 ME3390
 ME3390.The orthometric height was determined by differential leveling and
 ME3390.adjusted by the NATIONAL GEODETIC SURVEY
 ME3390.in April 1995.
 ME3390
 ME3390.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3390.GEOID18 height accuracy estimate available here.
 ME3390
 ME3390.Click photographs - Photos may exist for this station.
 ME3390
 ME3390.The dynamic height is computed by dividing the NAVD 88
 ME3390.geopotential number by the normal gravity value computed on the
 ME3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3390.degrees latitude (g = 980.6199 gals.).
 ME3390
 ME3390.The modeled gravity was interpolated from observed gravity values.
 ME3390
 ME3390;                    North         East    Units  Estimated Accuracy
 ME3390;SPC IN W     -   680,830.      943,470.      MT  (+/- 180 meters Scaled)
 ME3390
 ME3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL364809(NAD 83)
 ME3390
 ME3390                          SUPERSEDED SURVEY CONTROL
 ME3390
 ME3390  NGVD 29 (01/19/93)  214.450  (m)          703.57   (f) ADJUSTED    1 2
 ME3390
 ME3390.Superseded values are not recommended for survey control.
 ME3390
 ME3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3390.See file dsdata.pdf to determine how the superseded data were derived.
 ME3390
 ME3390_MARKER: I = METAL ROD
 ME3390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3390_STAMPING: K 367 1992
 ME3390_MARK LOGO: NGS
 ME3390_PROJECTION: FLUSH
 ME3390_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3390+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3390_ROD/PIPE-DEPTH: 17.1 meters
 ME3390_SLEEVE-DEPTH  : 0.9 meters
 ME3390
 ME3390  HISTORY     - Date     Condition        Report By
 ME3390  HISTORY     - 1992     MONUMENTED       NGS
 ME3390
 ME3390                          STATION DESCRIPTION
 ME3390
 ME3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3390'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME3390'HAMLET, THENCE 7.9 KM (4.90 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME3390'68.0 M (223.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 ME3390'U.S. HIGHWAY 30, 18.8 M (61.7 FT) NORTH OF THE NEAR RAIL OF THE MAIN
 ME3390'TRACK, 8.8 M (28.9 FT) SOUTH OF AND LEVEL WITH THE EXTENDED CENTER OF
 ME3390'PLYMOUTH STREET, 1.5 M (4.9 FT) EAST OF UTILITY POLE NUMBER 787-093,
 ME3390'AND 0.4 M (1.3 FT) WEST EAST OF A WITNESS POST. NOTE--ACCESS TO THE
 ME3390'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT
 ME3390'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1964 ***********************************************************************
 MD1964  DESIGNATION -  K 368
 MD1964  PID         -  MD1964
 MD1964  STATE/COUNTY-  IN/WHITLEY
 MD1964  COUNTRY     -  US
 MD1964  USGS QUAD   -  LORANE (2019)
 MD1964
 MD1964                         *CURRENT SURVEY CONTROL
 MD1964  ______________________________________________________________________
 MD1964* NAD 83(1986) POSITION- 41 09 54.0    (N) 085 33 03.2    (W)   HD_HELD2
 MD1964* NAVD 88 ORTHO HEIGHT -   269.430 (meters)      883.95  (feet) ADJUSTED
 MD1964  ______________________________________________________________________
 MD1964  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 MD1964  DYNAMIC HEIGHT  -        269.321 (meters)      883.60  (feet) COMP
 MD1964  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 MD1964
 MD1964  VERT ORDER      -  FIRST     CLASS II
 MD1964
 MD1964.The horizontal coordinates were established by autonomous hand held GPS
 MD1964.observations and have an estimated accuracy of +/- 10 meters.
 MD1964
 MD1964.The orthometric height was determined by differential leveling and
 MD1964.adjusted by the NATIONAL GEODETIC SURVEY
 MD1964.in April 1995.
 MD1964
 MD1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1964.GEOID18 height accuracy estimate available here.
 MD1964
 MD1964.Click photographs - Photos may exist for this station.
 MD1964
 MD1964.The dynamic height is computed by dividing the NAVD 88
 MD1964.geopotential number by the normal gravity value computed on the
 MD1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1964.degrees latitude (g = 980.6199 gals.).
 MD1964
 MD1964.The modeled gravity was interpolated from observed gravity values.
 MD1964
 MD1964;                    North         East    Units  Estimated Accuracy
 MD1964;SPC IN E     -   656,888.      109,716.      MT  (+/- 10 meters HH2 GPS)
 MD1964
 MD1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2156958085(NAD 83)
 MD1964
 MD1964                          SUPERSEDED SURVEY CONTROL
 MD1964
 MD1964  NGVD 29 (01/19/93)  269.577  (m)          884.44   (f) ADJUSTED    1 2
 MD1964
 MD1964.Superseded values are not recommended for survey control.
 MD1964
 MD1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1964.See file dsdata.pdf to determine how the superseded data were derived.
 MD1964
 MD1964_MARKER: I = METAL ROD
 MD1964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1964_STAMPING: K 368 1992
 MD1964_MARK LOGO: NGS
 MD1964_PROJECTION: FLUSH
 MD1964_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1964+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1964_ROD/PIPE-DEPTH: 14.6 meters
 MD1964_SLEEVE-DEPTH  : 0.9 meters
 MD1964
 MD1964  HISTORY     - Date     Condition        Report By
 MD1964  HISTORY     - 1992     MONUMENTED       NGS
 MD1964
 MD1964                          STATION DESCRIPTION
 MD1964
 MD1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1964'5.6 KM (3.45 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1964'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 38.7 M (127.0 FT) WEST
 MD1964'OF THE CENTER OF THE INTERSECTION OF 300 WEST ROAD, 9.0 M (29.5 FT)
 MD1964'SOUTH OF THE NEAR RAIL, 8.3 M (27.2 FT) NORTH OF THE CENTER OF THE
 MD1964'ROAD, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 MD1964'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 MD1964'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7516 ***********************************************************************
 DR7516  DESIGNATION -  K 375
 DR7516  PID         -  DR7516
 DR7516  STATE/COUNTY-  IN/ELKHART
 DR7516  COUNTRY     -  US
 DR7516  USGS QUAD   -  MILLERSBURG (2019)
 DR7516
 DR7516                         *CURRENT SURVEY CONTROL
 DR7516  ______________________________________________________________________
 DR7516* NAD 83(1986) POSITION- 41 37 28.49   (N) 085 42 19.03   (W)   HD_HELD1
 DR7516* NAVD 88 ORTHO HEIGHT -   277.021 (meters)      908.86  (feet) ADJUSTED
 DR7516  ______________________________________________________________________
 DR7516  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 DR7516  DYNAMIC HEIGHT  -        276.914 (meters)      908.51  (feet) COMP
 DR7516  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 DR7516
 DR7516  VERT ORDER      -  SECOND    CLASS I
 DR7516
 DR7516.The horizontal coordinates were determined by differentially corrected
 DR7516.hand held GPS observations or other comparable positioning techniques
 DR7516.and have an estimated accuracy of +/- 3 meters.
 DR7516
 DR7516.The orthometric height was determined by differential leveling and
 DR7516.adjusted by the NATIONAL GEODETIC SURVEY
 DR7516.in March 2022.
 DR7516
 DR7516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7516.GEOID18 height accuracy estimate available here.
 DR7516
 DR7516.Click photographs - Photos may exist for this station.
 DR7516
 DR7516.The dynamic height is computed by dividing the NAVD 88
 DR7516.geopotential number by the normal gravity value computed on the
 DR7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7516.degrees latitude (g = 980.6199 gals.).
 DR7516
 DR7516.The modeled gravity was interpolated from observed gravity values.
 DR7516
 DR7516;                    North         East    Units  Estimated Accuracy
 DR7516;SPC IN E     -   707,922.5      96,781.7     MT  (+/- 3 meters HH1 GPS) 
 DR7516
 DR7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0785408904(NAD 83)
 DR7516
 DR7516                          SUPERSEDED SURVEY CONTROL
 DR7516
 DR7516.No superseded survey control is available for this station.
 DR7516
 DR7516_MARKER: F = FLANGE-ENCASED ROD
 DR7516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7516_STAMPING: 2018 K 375
 DR7516_MARK LOGO: NONE
 DR7516_PROJECTION: RECESSED 8 CENTIMETERS
 DR7516_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7516+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2018
 DR7516_ROD/PIPE-DEPTH: 18.9 meters
 DR7516_SLEEVE-DEPTH  : 0.9 meters
 DR7516
 DR7516  HISTORY     - Date     Condition        Report By
 DR7516  HISTORY     - 20180607 MONUMENTED       INDOT
 DR7516
 DR7516                          STATION DESCRIPTION
 DR7516
 DR7516'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7516'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 DR7516'SHIPSHEWANA, 6.7 MI (10.8 KM) NORTH OF MILLERSBURG AND 3.5 MI (5.6 KM)
 DR7516'SOUTH OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7516'
 DR7516'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7516'TRAVEL SOUTH 2.04 MI (3.28 KM) ALONG STATE ROAD 13 TO THE MONUMENT ON
 DR7516'THE RIGHT (WEST) SIDE OF THE ROAD, IN THE NORTHWEST QUADRANT OF THE
 DR7516'INTERSECTION OF STATE ROAD 13 AND COUNTY ROAD 26.
 DR7516'
 DR7516'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 16 FT (4.9 M) WEST
 DR7516'OF THE STATE ROAD 13 CENTERLINE AND APPROXIMATELY 35 FT (10.7 M) NORTH
 DR7516'OF THE COUNTY ROAD 26 CENTERLINE.  IT IS LOCATED 52.21 FT (15.9 M)
 DR7516'EAST-NORTHEAST OF A MAG NAIL SET IN THE NORTH FACE OF POWER POLE
 DR7516'695-151, 126.06 FT (38.4 M) SOUTH OF A MAG NAIL SET IN THE SOUTH FACE
 DR7516'OF POWER POLE 0640-2, 47.58 FT (14.5 M) SOUTHWEST OF A MAG NAIL SET IN
 DR7516'THE WEST FACE OF POWER POLE 1066-803 AND 11.03 FT (3.4 M) NORTH OF A
 DR7516'MAG NAIL SET IN THE EAST FACE OF A POWER POLE (NO NUMBER).
 DR7516'
 DR7516'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7516'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7542 ***********************************************************************
 DR7542  DESIGNATION -  K 376
 DR7542  PID         -  DR7542
 DR7542  STATE/COUNTY-  IN/LAGRANGE
 DR7542  COUNTRY     -  US
 DR7542  USGS QUAD   -  MONGO (2019)
 DR7542
 DR7542                         *CURRENT SURVEY CONTROL
 DR7542  ______________________________________________________________________
 DR7542* NAD 83(1986) POSITION- 41 38 31.72   (N) 085 19 53.31   (W)   HD_HELD1
 DR7542* NAVD 88 ORTHO HEIGHT -   286.438 (meters)      939.76  (feet) ADJUSTED
 DR7542  ______________________________________________________________________
 DR7542  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 DR7542  DYNAMIC HEIGHT  -        286.328 (meters)      939.39  (feet) COMP
 DR7542  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 DR7542
 DR7542  VERT ORDER      -  SECOND    CLASS I
 DR7542
 DR7542.The horizontal coordinates were determined by differentially corrected
 DR7542.hand held GPS observations or other comparable positioning techniques
 DR7542.and have an estimated accuracy of +/- 3 meters.
 DR7542
 DR7542.The orthometric height was determined by differential leveling and
 DR7542.adjusted by the NATIONAL GEODETIC SURVEY
 DR7542.in March 2022.
 DR7542
 DR7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7542.GEOID18 height accuracy estimate available here.
 DR7542
 DR7542.Click photographs - Photos may exist for this station.
 DR7542
 DR7542.The dynamic height is computed by dividing the NAVD 88
 DR7542.geopotential number by the normal gravity value computed on the
 DR7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7542.degrees latitude (g = 980.6199 gals.).
 DR7542
 DR7542.The modeled gravity was interpolated from observed gravity values.
 DR7542
 DR7542;                    North         East    Units  Estimated Accuracy
 DR7542;SPC IN E     -   709,926.7     127,925.0     MT  (+/- 3 meters HH1 GPS) 
 DR7542
 DR7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3895711389(NAD 83)
 DR7542
 DR7542                          SUPERSEDED SURVEY CONTROL
 DR7542
 DR7542.No superseded survey control is available for this station.
 DR7542
 DR7542_MARKER: F = FLANGE-ENCASED ROD
 DR7542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7542_STAMPING: K 376 2018
 DR7542_MARK LOGO: NONE
 DR7542_PROJECTION: RECESSED 8 CENTIMETERS
 DR7542_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7542+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 DR7542_ROD/PIPE-DEPTH: 14.6 meters
 DR7542_SLEEVE-DEPTH  : 0.9 meters
 DR7542
 DR7542  HISTORY     - Date     Condition        Report By
 DR7542  HISTORY     - 20180626 MONUMENTED       INDOT
 DR7542
 DR7542                          STATION DESCRIPTION
 DR7542
 DR7542'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7542'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF STROH,
 DR7542'4.4 MI (7.1 KM) EAST OF LAGRANGE AND 4.0 MI (6.4 KM) SOUTHWEST OF
 DR7542'MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7542'
 DR7542'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7542'TRAVEL WEST 2.28 MI (3.67 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7542'THE LEFT (SOUTH) SIDE OF THE ROAD, LOCATED IN THE SOUTHWEST QUADRANT
 DR7542'OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD SOUTH 525 EAST.
 DR7542'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 47 FT (14.3 M)
 DR7542'SOUTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 38 FT (11.6
 DR7542'M) NORTHWEST OF THE COUNTY ROAD SOUTH 525 EAST CENTERLINE.  IT IS
 DR7542'LOCATED 162.94 FT (49.7 M) NORTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7542'22044, 112.94 FT (34.4 M) NORTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7542'1080-895, 103.13 FT (31.4 M) NORTHWEST OF A MAG NAIL SET IN POWER POLE
 DR7542'21779 AND 13.15 FT (4.0 M) WEST OF THE NORTHWEST CORNER OF A BRICK
 DR7542'COLUMN.
 DR7542'
 DR7542'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7542'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7565 ***********************************************************************
 DR7565  DESIGNATION -  K 377
 DR7565  PID         -  DR7565
 DR7565  STATE/COUNTY-  IN/LAGRANGE
 DR7565  COUNTRY     -  US
 DR7565  USGS QUAD   -  MONGO (2019)
 DR7565
 DR7565                         *CURRENT SURVEY CONTROL
 DR7565  ______________________________________________________________________
 DR7565* NAD 83(1986) POSITION- 41 38 10.18   (N) 085 16 37.69   (W)   HD_HELD1
 DR7565* NAVD 88 ORTHO HEIGHT -   301.456 (meters)      989.03  (feet) ADJUSTED
 DR7565  ______________________________________________________________________
 DR7565  GEOID HEIGHT    -        -33.214 (meters)                     GEOID18
 DR7565  DYNAMIC HEIGHT  -        301.340 (meters)      988.65  (feet) COMP
 DR7565  MODELED GRAVITY -    980,229.3   (mgal)                       NAVD 88
 DR7565
 DR7565  VERT ORDER      -  SECOND    CLASS I
 DR7565
 DR7565.The horizontal coordinates were determined by differentially corrected
 DR7565.hand held GPS observations or other comparable positioning techniques
 DR7565.and have an estimated accuracy of +/- 3 meters.
 DR7565
 DR7565.The orthometric height was determined by differential leveling and
 DR7565.adjusted by the NATIONAL GEODETIC SURVEY
 DR7565.in March 2022.
 DR7565
 DR7565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7565.GEOID18 height accuracy estimate available here.
 DR7565
 DR7565.Click photographs - Photos may exist for this station.
 DR7565
 DR7565.The dynamic height is computed by dividing the NAVD 88
 DR7565.geopotential number by the normal gravity value computed on the
 DR7565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7565.degrees latitude (g = 980.6199 gals.).
 DR7565
 DR7565.The modeled gravity was interpolated from observed gravity values.
 DR7565
 DR7565;                    North         East    Units  Estimated Accuracy
 DR7565;SPC IN E     -   709,281.2     132,455.0     MT  (+/- 3 meters HH1 GPS) 
 DR7565
 DR7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4349510814(NAD 83)
 DR7565
 DR7565                          SUPERSEDED SURVEY CONTROL
 DR7565
 DR7565.No superseded survey control is available for this station.
 DR7565
 DR7565_MARKER: F = FLANGE-ENCASED ROD
 DR7565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7565_STAMPING: K 377 2018
 DR7565_MARK LOGO: NONE
 DR7565_PROJECTION: RECESSED 8 CENTIMETERS
 DR7565_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7565+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DR7565_ROD/PIPE-DEPTH: 8.2 meters
 DR7565_SLEEVE-DEPTH  : 0.9 meters
 DR7565
 DR7565  HISTORY     - Date     Condition        Report By
 DR7565  HISTORY     - 20180718 MONUMENTED       INDOT
 DR7565
 DR7565                          STATION DESCRIPTION
 DR7565
 DR7565'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7565'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF LAGRANGE, 5.5 MI
 DR7565'(8.8 KM) NORTHWEST OF STROH AND 3.4 MI (5.5 KM) SOUTH OF MONGO.
 DR7565'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7565'
 DR7565'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7565'TRAVEL SOUTH 0.39 MI (0.63 KM) ALONG STATE ROAD 3 TO THE MONUMENT ON
 DR7565'THE RIGHT (WEST) SIDE OF THE ROAD, LOCATED IN FRONT OF 380 STATE ROAD
 DR7565'3.
 DR7565'
 DR7565'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 17 FT (5.2 M) WEST
 DR7565'OF THE ROAD CENTERLINE, BETWEEN THE NORTHERN TWO PRIVATE DRIVES ON THE
 DR7565'PROPERTY.  IT IS LOCATED 27.29 FT (8.3 M) NORTH OF A MAG NAIL SET IN
 DR7565'POWER POLE 10906, 34.66 FT (10.6 M) NORTH-NORTHEAST OF A MAG NAIL SET
 DR7565'IN A POWER POLE (NO NUMBER), 98.86 FT (30.1 M) EAST-NORTHEAST OF THE
 DR7565'SOUTHEAST CORNER OF A BARN AND 111.20 FT (33.9 M) SOUTHEAST OF THE
 DR7565'SOUTHEAST CORNER OF A WOOD FRAME GARAGE ATTACHED TO A HOUSE.
 DR7565'
 DR7565'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7565'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7583 ***********************************************************************
 DR7583  DESIGNATION -  K 378
 DR7583  PID         -  DR7583
 DR7583  STATE/COUNTY-  IN/STEUBEN
 DR7583  COUNTRY     -  US
 DR7583  USGS QUAD   -  STROH (2019)
 DR7583
 DR7583                         *CURRENT SURVEY CONTROL
 DR7583  ______________________________________________________________________
 DR7583* NAD 83(1986) POSITION- 41 37 22.12   (N) 085 08 26.75   (W)   HD_HELD1
 DR7583* NAVD 88 ORTHO HEIGHT -   310.924 (meters)     1020.09  (feet) ADJUSTED
 DR7583  ______________________________________________________________________
 DR7583  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 DR7583  DYNAMIC HEIGHT  -        310.806 (meters)     1019.70  (feet) COMP
 DR7583  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 DR7583
 DR7583  VERT ORDER      -  SECOND    CLASS I
 DR7583
 DR7583.The horizontal coordinates were determined by differentially corrected
 DR7583.hand held GPS observations or other comparable positioning techniques
 DR7583.and have an estimated accuracy of +/- 3 meters.
 DR7583
 DR7583.The orthometric height was determined by differential leveling and
 DR7583.adjusted by the NATIONAL GEODETIC SURVEY
 DR7583.in March 2022.
 DR7583
 DR7583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7583.GEOID18 height accuracy estimate available here.
 DR7583
 DR7583.Click photographs - Photos may exist for this station.
 DR7583
 DR7583.The dynamic height is computed by dividing the NAVD 88
 DR7583.geopotential number by the normal gravity value computed on the
 DR7583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7583.degrees latitude (g = 980.6199 gals.).
 DR7583
 DR7583.The modeled gravity was interpolated from observed gravity values.
 DR7583
 DR7583;                    North         East    Units  Estimated Accuracy
 DR7583;SPC IN E     -   707,858.9     143,826.4     MT  (+/- 3 meters HH1 GPS) 
 DR7583
 DR7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5488609568(NAD 83)
 DR7583
 DR7583                          SUPERSEDED SURVEY CONTROL
 DR7583
 DR7583.No superseded survey control is available for this station.
 DR7583
 DR7583_MARKER: F = FLANGE-ENCASED ROD
 DR7583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7583_STAMPING: K 378 2018
 DR7583_MARK LOGO: NONE
 DR7583_PROJECTION: RECESSED 8 CENTIMETERS
 DR7583_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7583+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2018
 DR7583_ROD/PIPE-DEPTH: 12.6 meters
 DR7583_SLEEVE-DEPTH  : 0.9 meters
 DR7583
 DR7583  HISTORY     - Date     Condition        Report By
 DR7583  HISTORY     - 20180731 MONUMENTED       INDOT
 DR7583
 DR7583                          STATION DESCRIPTION
 DR7583
 DR7583'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7583'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF ORLAND,
 DR7583'7.4 MI (11.9 KM) WEST OF ANGOLA AND 4.2 MI (6.8 KM) NORTHEAST OF
 DR7583'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7583'
 DR7583'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7583'TRAVEL EAST, SOUTHEAST AND EAST 2.07 MI (3.33 KM) ALONG U.S. HIGHWAY
 DR7583'20 TO COUNTY ROAD SOUTH 800 WEST.  TURN RIGHT (SOUTH) AND TRAVEL 0.80
 DR7583'MI (1.29 KM) TO THE MONUMENT ON THE RIGHT (WEST) SIDE OF THE ROAD,
 DR7583'LOCATED SOUTH OF A PRIVATE DRIVEWAY FOR 1275 COUNTY ROAD SOUTH 800
 DR7583'WEST.
 DR7583'
 DR7583'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 20 FT (6.1 M) WEST
 DR7583'OF THE ROAD CENTERLINE AND 24.6 FT (7.5 M) SOUTH OF THE APPROXIMATE
 DR7583'CENTERLINE OF THE GRAVEL DRIVE FOR PIGEON RIVER KENNELS.  IT IS
 DR7583'LOCATED 66.74 (20.3 M) NORTHEAST OF A MAG NAIL SET IN THE NORTHEAST
 DR7583'FACE OF A POWER POLE (NO NUMBER), 140.10 FT (42.7 M) SOUTH-SOUTHWEST
 DR7583'OF A MAG NAIL SET IN THE SOUTHWEST FACE OF POWER POLE 1-080-433 AND
 DR7583'108.14 FT (33.0 M) NORTH-NORTHWEST OF A MAG NAIL SET IN THE NORTHWEST
 DR7583'FACE OF POWER POLE 1-080-434.
 DR7583'
 DR7583'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7583'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0990 ***********************************************************************
 LA0990  DESIGNATION -  K 39
 LA0990  PID         -  LA0990
 LA0990  STATE/COUNTY-  IN/RANDOLPH
 LA0990  COUNTRY     -  US
 LA0990  USGS QUAD   -  MAXVILLE (2019)
 LA0990
 LA0990                         *CURRENT SURVEY CONTROL
 LA0990  ______________________________________________________________________
 LA0990* NAD 83(1986) POSITION- 40 10 44.     (N) 085 00 59.     (W)   SCALED
 LA0990* NAVD 88 ORTHO HEIGHT -   329.620 (meters)     1081.43  (feet) ADJUSTED
 LA0990  ______________________________________________________________________
 LA0990  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 LA0990  DYNAMIC HEIGHT  -        329.443 (meters)     1080.85  (feet) COMP
 LA0990  MODELED GRAVITY -    980,079.9   (mgal)                       NAVD 88
 LA0990
 LA0990  VERT ORDER      -  SECOND    CLASS 0
 LA0990
 LA0990.The horizontal coordinates were scaled from a map and have
 LA0990.an estimated accuracy of +/- 6 seconds.
 LA0990
 LA0990.The orthometric height was determined by differential leveling and
 LA0990.adjusted by the NATIONAL GEODETIC SURVEY
 LA0990.in June 1991.
 LA0990
 LA0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0990.GEOID18 height accuracy estimate available here.
 LA0990
 LA0990.Click photographs - Photos may exist for this station.
 LA0990
 LA0990.The dynamic height is computed by dividing the NAVD 88
 LA0990.geopotential number by the normal gravity value computed on the
 LA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0990.degrees latitude (g = 980.6199 gals.).
 LA0990
 LA0990.The modeled gravity was interpolated from observed gravity values.
 LA0990
 LA0990;                    North         East    Units  Estimated Accuracy
 LA0990;SPC IN E     -   547,580.      155,380.      MT  (+/- 180 meters Scaled)
 LA0990
 LA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK688494(NAD 83)
 LA0990
 LA0990                          SUPERSEDED SURVEY CONTROL
 LA0990
 LA0990  NGVD 29 (??/??/92)  329.759  (m)         1081.88   (f) ADJ UNCH    2 0
 LA0990
 LA0990.Superseded values are not recommended for survey control.
 LA0990
 LA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0990.See file dsdata.pdf to determine how the superseded data were derived.
 LA0990
 LA0990_MARKER: DB = BENCH MARK DISK
 LA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0990_STAMPING: K 39 1934
 LA0990_MARK LOGO: CGS
 LA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0990+STABILITY: SURFACE MOTION
 LA0990
 LA0990  HISTORY     - Date     Condition        Report By
 LA0990  HISTORY     - 1934     MONUMENTED       CGS
 LA0990
 LA0990                          STATION DESCRIPTION
 LA0990
 LA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0990'1.7 MI W FROM WINCHESTER.
 LA0990'1.7 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0990'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, RANDOLPH COUNTY,
 LA0990'2 RAILS EAST OF MILEPOST 210, 1 RAIL EAST OF POLE 209/55, IN THE
 LA0990'NORTHWEST ANGLE OF A DIRT-ROAD CROSSING, 14 FEET WEST OF THE
 LA0990'CENTERLINE OF THE ROAD, 5.8 FEET NORTH OF THE NORTH RAIL, 11.5
 LA0990'FEET SOUTH OF A FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 LA0990'TRACK.  A STANDARD DISK STAMPED K 39 1934 AND SET IN THE TOP OF A
 LA0990'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1665 ***********************************************************************
 JZ1665  DESIGNATION -  K 4
 JZ1665  PID         -  JZ1665
 JZ1665  STATE/COUNTY-  IN/FAYETTE
 JZ1665  COUNTRY     -  US
 JZ1665  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1665
 JZ1665                         *CURRENT SURVEY CONTROL
 JZ1665  ______________________________________________________________________
 JZ1665* NAD 83(1986) POSITION- 39 39 10.     (N) 085 03 22.     (W)   SCALED
 JZ1665* NAVD 88 ORTHO HEIGHT -   269.118 (meters)      882.93  (feet) ADJUSTED
 JZ1665  ______________________________________________________________________
 JZ1665  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 JZ1665  DYNAMIC HEIGHT  -        268.958 (meters)      882.41  (feet) COMP
 JZ1665  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 JZ1665
 JZ1665  VERT ORDER      -  SECOND    CLASS 0
 JZ1665
 JZ1665.The horizontal coordinates were scaled from a map and have
 JZ1665.an estimated accuracy of +/- 6 seconds.
 JZ1665
 JZ1665.The orthometric height was determined by differential leveling and
 JZ1665.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1665.in June 1991.
 JZ1665
 JZ1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1665.GEOID18 height accuracy estimate available here.
 JZ1665
 JZ1665.Click photographs - Photos may exist for this station.
 JZ1665
 JZ1665.The dynamic height is computed by dividing the NAVD 88
 JZ1665.geopotential number by the normal gravity value computed on the
 JZ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1665.degrees latitude (g = 980.6199 gals.).
 JZ1665
 JZ1665.The modeled gravity was interpolated from observed gravity values.
 JZ1665
 JZ1665;                    North         East    Units  Estimated Accuracy
 JZ1665;SPC IN E     -   489,150.      152,400.      MT  (+/- 180 meters Scaled)
 JZ1665
 JZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667910(NAD 83)
 JZ1665
 JZ1665                          SUPERSEDED SURVEY CONTROL
 JZ1665
 JZ1665  NGVD 29 (??/??/92)  269.264  (m)          883.41   (f) ADJ UNCH    2 0
 JZ1665
 JZ1665.Superseded values are not recommended for survey control.
 JZ1665
 JZ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1665.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1665
 JZ1665_MARKER: DD = SURVEY DISK
 JZ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1665_STAMPING: K-4 1928
 JZ1665_MARK LOGO: USGS
 JZ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1665+STABILITY: SURFACE MOTION
 JZ1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1665+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 JZ1665
 JZ1665  HISTORY     - Date     Condition        Report By
 JZ1665  HISTORY     - 1928     MONUMENTED       USGS
 JZ1665  HISTORY     - 1947     GOOD             CGS
 JZ1665  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1665  HISTORY     - 20070530 GOOD             INDIV
 JZ1665
 JZ1665                          STATION DESCRIPTION
 JZ1665
 JZ1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1665'AT LYONSVILLE.
 JZ1665'AT LYONSVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, 88 FEET
 JZ1665'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 28.5 FEET SOUTHWEST
 JZ1665'OF THE SOUTHWEST CORNER OF THE BUILDING HOUSING THE IRVIN WHITE
 JZ1665'STORE, 29 FEET NORTH OF THE CENTER LINE OF A BLACK TOP ROAD
 JZ1665'PARALLELING THE TRACKS, 2 FEET EAST OF A FENCE LINE, 14.8 FEET
 JZ1665'NORTH OF A FENCE CORNER POST, 2 FEET NORTH OF A WHITE WOODEN
 JZ1665'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1665'CONCRETE POST PROJECTING 5 IN.
 JZ1665
 JZ1665                          STATION RECOVERY (1986)
 JZ1665
 JZ1665'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1665'MARK NOT FOUND.
 JZ1665
 JZ1665                          STATION RECOVERY (2007)
 JZ1665
 JZ1665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TCN)
 JZ1665'RECOVERED BY MD WESSLER AND ASSOCIATES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1059 ***********************************************************************
 LA1059  DESIGNATION -  K 40
 LA1059  PID         -  LA1059
 LA1059  STATE/COUNTY-  IN/RANDOLPH
 LA1059  COUNTRY     -  US
 LA1059  USGS QUAD   -  MODOC (2019)
 LA1059
 LA1059                         *CURRENT SURVEY CONTROL
 LA1059  ______________________________________________________________________
 LA1059* NAD 83(1986) POSITION- 40 02 36.     (N) 085 07 34.     (W)   SCALED
 LA1059* NAVD 88 ORTHO HEIGHT -   357.126 (meters)     1171.67  (feet) ADJUSTED
 LA1059  ______________________________________________________________________
 LA1059  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 LA1059  DYNAMIC HEIGHT  -        356.931 (meters)     1171.03  (feet) COMP
 LA1059  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 LA1059
 LA1059  VERT ORDER      -  SECOND    CLASS 0
 LA1059
 LA1059.The horizontal coordinates were scaled from a map and have
 LA1059.an estimated accuracy of +/- 6 seconds.
 LA1059
 LA1059.The orthometric height was determined by differential leveling and
 LA1059.adjusted by the NATIONAL GEODETIC SURVEY
 LA1059.in June 1991.
 LA1059
 LA1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1059.GEOID18 height accuracy estimate available here.
 LA1059
 LA1059.Click photographs - Photos may exist for this station.
 LA1059
 LA1059.The dynamic height is computed by dividing the NAVD 88
 LA1059.geopotential number by the normal gravity value computed on the
 LA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1059.degrees latitude (g = 980.6199 gals.).
 LA1059
 LA1059.The modeled gravity was interpolated from observed gravity values.
 LA1059
 LA1059;                    North         East    Units  Estimated Accuracy
 LA1059;SPC IN E     -   532,470.      146,130.      MT  (+/- 180 meters Scaled)
 LA1059
 LA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1059
 LA1059                          SUPERSEDED SURVEY CONTROL
 LA1059
 LA1059  NGVD 29 (??/??/92)  357.261  (m)         1172.11   (f) ADJ UNCH    2 0
 LA1059
 LA1059.Superseded values are not recommended for survey control.
 LA1059
 LA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1059.See file dsdata.pdf to determine how the superseded data were derived.
 LA1059
 LA1059_MARKER: DB = BENCH MARK DISK
 LA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1059_STAMPING: K 40 1934
 LA1059_MARK LOGO: CGS
 LA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1059+STABILITY: SURFACE MOTION
 LA1059
 LA1059  HISTORY     - Date     Condition        Report By
 LA1059  HISTORY     - 1934     MONUMENTED       CGS
 LA1059  HISTORY     - 1945     GOOD             CGS
 LA1059  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1059
 LA1059                          STATION DESCRIPTION
 LA1059
 LA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LA1059'AT MODOC.
 LA1059'AT MODOC, RANDOLPH COUNTY, ON STATE HIGHWAY 1, IN THE NORTHEAST
 LA1059'ANGLE OF THE CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1059'ST. LOUIS RAILWAY, 50 YARDS NORTH OF THE NORTH RAIL, 51.2 FEET EAST
 LA1059'OF THE CENTERLINE OF THE HIGHWAY, 3.2 FEET SOUTH OF THE M.L. HARRIS
 LA1059'PROPERTY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LA1059'K 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA1059
 LA1059                          STATION RECOVERY (1960)
 LA1059
 LA1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1019 ***********************************************************************
 LA1019  DESIGNATION -  K 41 RESET
 LA1019  PID         -  LA1019
 LA1019  STATE/COUNTY-  IN/DELAWARE
 LA1019  COUNTRY     -  US
 LA1019  USGS QUAD   -  MUNCIE WEST (2019)
 LA1019
 LA1019                         *CURRENT SURVEY CONTROL
 LA1019  ______________________________________________________________________
 LA1019* NAD 83(1986) POSITION- 40 11 29.     (N) 085 23 16.     (W)   SCALED
 LA1019* NAVD 88 ORTHO HEIGHT -   289.09  (meters)      948.5   (feet) RESET
 LA1019  ______________________________________________________________________
 LA1019  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 LA1019  VERT ORDER      -  THIRD
 LA1019
 LA1019.The horizontal coordinates were scaled from a map and have
 LA1019.an estimated accuracy of +/- 6 seconds.
 LA1019
 LA1019.The orthometric height was computed from unverified reset data.
 LA1019
 LA1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1019.GEOID18 height accuracy estimate available here.
 LA1019
 LA1019.Click photographs - Photos may exist for this station.
 LA1019
 LA1019;                    North         East    Units  Estimated Accuracy
 LA1019;SPC IN E     -   548,810.      123,750.      MT  (+/- 180 meters Scaled)
 LA1019
 LA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372502(NAD 83)
 LA1019
 LA1019                          SUPERSEDED SURVEY CONTROL
 LA1019
 LA1019.No superseded survey control is available for this station.
 LA1019
 LA1019_MARKER: DV = VERTICAL CONTROL DISK
 LA1019_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1019+WITH SETTING: PAVEMENT
 LA1019_SP_SET: FLAGPOLE BASE
 LA1019_STAMPING: K 41 RESET 1973
 LA1019_MARK LOGO: NGS
 LA1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1019+STABILITY: SURFACE MOTION
 LA1019
 LA1019  HISTORY     - Date     Condition        Report By
 LA1019  HISTORY     - 1973     MONUMENTED       NGS
 LA1019  HISTORY     - 20091026 MARK NOT FOUND   INDOT
 LA1019
 LA1019                          STATION DESCRIPTION
 LA1019
 LA1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LA1019'AT MUNCIE.
 LA1019'THE DISK IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF FLAGPOLE,
 LA1019'AT THE NORTHEAST CORNER OF THE U.S. POST OFFICE AND FEDERAL
 LA1019'BUILDING AT MUNCIE, 31 FEET SOUTH OF THE CENTERLINE OF W CHARLES
 LA1019'ST., 33 FEET WEST OF THE CENTERLINE OF S HIGH ST., 1 FOOT
 LA1019'SOUTH OF THE SOUTH CURB OF SIDEWLK AND 2 FEET NORTHWEST OF THE
 LA1019'METAL FLAGPOLE.
 LA1019
 LA1019                          STATION RECOVERY (2009)
 LA1019
 LA1019'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1019'FLAGPOLE AND CONCRETE BASE ARE GONE.  BUILDING IS NO LONGER THE U.S.
 LA1019'POST OFFICE AND FEDERAL BUILDING - IS NOW THE CONVENTION CENTER AND
 LA1019'CHILDREN'S MUSEUM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1439 ***********************************************************************
 LA1439  DESIGNATION -  K 42
 LA1439  PID         -  LA1439
 LA1439  STATE/COUNTY-  IN/MADISON
 LA1439  COUNTRY     -  US
 LA1439  USGS QUAD   -  LAPEL (2019)
 LA1439
 LA1439                         *CURRENT SURVEY CONTROL
 LA1439  ______________________________________________________________________
 LA1439* NAD 83(1986) POSITION- 40 04 06.     (N) 085 50 51.     (W)   SCALED
 LA1439* NAVD 88 ORTHO HEIGHT -   261.499 (meters)      857.93  (feet) ADJUSTED
 LA1439  ______________________________________________________________________
 LA1439  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 LA1439  DYNAMIC HEIGHT  -        261.357 (meters)      857.47  (feet) COMP
 LA1439  MODELED GRAVITY -    980,076.4   (mgal)                       NAVD 88
 LA1439
 LA1439  VERT ORDER      -  SECOND    CLASS 0
 LA1439
 LA1439.The horizontal coordinates were scaled from a map and have
 LA1439.an estimated accuracy of +/- 6 seconds.
 LA1439
 LA1439.The orthometric height was determined by differential leveling and
 LA1439.adjusted by the NATIONAL GEODETIC SURVEY
 LA1439.in June 1991.
 LA1439
 LA1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1439.GEOID18 height accuracy estimate available here.
 LA1439
 LA1439.Click photographs - Photos may exist for this station.
 LA1439
 LA1439.The dynamic height is computed by dividing the NAVD 88
 LA1439.geopotential number by the normal gravity value computed on the
 LA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1439.degrees latitude (g = 980.6199 gals.).
 LA1439
 LA1439.The modeled gravity was interpolated from observed gravity values.
 LA1439
 LA1439;                    North         East    Units  Estimated Accuracy
 LA1439;SPC IN E     -   535,120.       84,570.      MT  (+/- 180 meters Scaled)
 LA1439
 LA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK982359(NAD 83)
 LA1439
 LA1439                          SUPERSEDED SURVEY CONTROL
 LA1439
 LA1439  NGVD 29 (??/??/92)  261.631  (m)          858.37   (f) ADJ UNCH    2 0
 LA1439
 LA1439.Superseded values are not recommended for survey control.
 LA1439
 LA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1439.See file dsdata.pdf to determine how the superseded data were derived.
 LA1439
 LA1439_MARKER: DB = BENCH MARK DISK
 LA1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1439_STAMPING: K 42 1934
 LA1439_MARK LOGO: CGS
 LA1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1439+STABILITY: SURFACE MOTION
 LA1439
 LA1439  HISTORY     - Date     Condition        Report By
 LA1439  HISTORY     - 1934     MONUMENTED       CGS
 LA1439  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LA1439
 LA1439                          STATION DESCRIPTION
 LA1439
 LA1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1439'AT LAPEL.
 LA1439'AT LAPEL, MADISON COUNTY, ON THE CENTRAL INDIANA RAILWAY, 29.1 FEET
 LA1439'WEST OF THE WEST END OF THE STATION, 64 YARDS EAST OF THE EAST
 LA1439'EDGE OF MAIN STREET, 55.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 LA1439'OF THE STANDARD ELEVATOR CO. BUILDING, 1 FOOT SOUTH OF A POLE,
 LA1439'AND 2 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA1439'K 42 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STANDARD
 LA1439'ELEVATOR CO. BLDG. HAS BURNED AND BEEN REBUILT AND THE FIRE DEPT
 LA1439'HAS BUILT WITHIN 20 FT PLUS OR MINUS OF WEST END OF STATION.
 LA1439
 LA1439                          STATION RECOVERY (1974)
 LA1439
 LA1439'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LA1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1501 ***********************************************************************
 JZ1501  DESIGNATION -  K 45
 JZ1501  PID         -  JZ1501
 JZ1501  STATE/COUNTY-  IN/HENRY
 JZ1501  COUNTRY     -  US
 JZ1501  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1501
 JZ1501                         *CURRENT SURVEY CONTROL
 JZ1501  ______________________________________________________________________
 JZ1501* NAD 83(1986) POSITION- 39 55 12.     (N) 085 24 26.     (W)   SCALED
 JZ1501* NAVD 88 ORTHO HEIGHT -   317.876 (meters)     1042.90  (feet) ADJUSTED
 JZ1501  ______________________________________________________________________
 JZ1501  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 JZ1501  DYNAMIC HEIGHT  -        317.699 (meters)     1042.32  (feet) COMP
 JZ1501  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 JZ1501
 JZ1501  VERT ORDER      -  SECOND    CLASS 0
 JZ1501
 JZ1501.The horizontal coordinates were scaled from a map and have
 JZ1501.an estimated accuracy of +/- 6 seconds.
 JZ1501
 JZ1501.The orthometric height was determined by differential leveling and
 JZ1501.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1501.in June 1991.
 JZ1501
 JZ1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1501.GEOID18 height accuracy estimate available here.
 JZ1501
 JZ1501.Click photographs - Photos may exist for this station.
 JZ1501
 JZ1501.The dynamic height is computed by dividing the NAVD 88
 JZ1501.geopotential number by the normal gravity value computed on the
 JZ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1501.degrees latitude (g = 980.6199 gals.).
 JZ1501
 JZ1501.The modeled gravity was interpolated from observed gravity values.
 JZ1501
 JZ1501;                    North         East    Units  Estimated Accuracy
 JZ1501;SPC IN E     -   518,670.      122,180.      MT  (+/- 180 meters Scaled)
 JZ1501
 JZ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK361200(NAD 83)
 JZ1501
 JZ1501                          SUPERSEDED SURVEY CONTROL
 JZ1501
 JZ1501  NGVD 29 (??/??/92)  318.004  (m)         1043.32   (f) ADJ UNCH    2 0
 JZ1501
 JZ1501.Superseded values are not recommended for survey control.
 JZ1501
 JZ1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1501.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1501
 JZ1501_MARKER: DB = BENCH MARK DISK
 JZ1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1501_STAMPING: K 45 1934
 JZ1501_MARK LOGO: CGS
 JZ1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1501+STABILITY: SURFACE MOTION
 JZ1501
 JZ1501  HISTORY     - Date     Condition        Report By
 JZ1501  HISTORY     - 1934     MONUMENTED       CGS
 JZ1501
 JZ1501                          STATION DESCRIPTION
 JZ1501
 JZ1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1501'1.9 MI W FROM NEW CASTLE.
 JZ1501'1.9 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ1501'LOUIS RAILWAY FROM THE STATION AT NEW CASTLE, HENRY COUNTY, 7
 JZ1501'RAILS EAST OF MILEPOST S 98-P 254, 65 YARDS SOUTH OF A YELLOW
 JZ1501'FARMHOUSE, 37 FEET NORTH OF THE NORTH RAIL, 6.5 FEET NORTH OF
 JZ1501'POLE 97/42, 2.4 FEET SOUTH OF A WIRE FENCE, AND ABOUT 1 FOOT
 JZ1501'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 45
 JZ1501'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1663 ***********************************************************************
 JZ1663  DESIGNATION -  K 46
 JZ1663  PID         -  JZ1663
 JZ1663  STATE/COUNTY-  IN/FAYETTE
 JZ1663  COUNTRY     -  US
 JZ1663  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1663
 JZ1663                         *CURRENT SURVEY CONTROL
 JZ1663  ______________________________________________________________________
 JZ1663* NAD 83(1986) POSITION- 39 39 49.     (N) 085 02 13.     (W)   SCALED
 JZ1663* NAVD 88 ORTHO HEIGHT -   257.236 (meters)      843.95  (feet) ADJUSTED
 JZ1663  ______________________________________________________________________
 JZ1663  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JZ1663  DYNAMIC HEIGHT  -        257.084 (meters)      843.45  (feet) COMP
 JZ1663  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 JZ1663
 JZ1663  VERT ORDER      -  SECOND    CLASS 0
 JZ1663
 JZ1663.The horizontal coordinates were scaled from a map and have
 JZ1663.an estimated accuracy of +/- 6 seconds.
 JZ1663
 JZ1663.The orthometric height was determined by differential leveling and
 JZ1663.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1663.in June 1991.
 JZ1663
 JZ1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1663.GEOID18 height accuracy estimate available here.
 JZ1663
 JZ1663.Click photographs - Photos may exist for this station.
 JZ1663
 JZ1663.The dynamic height is computed by dividing the NAVD 88
 JZ1663.geopotential number by the normal gravity value computed on the
 JZ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1663.degrees latitude (g = 980.6199 gals.).
 JZ1663
 JZ1663.The modeled gravity was interpolated from observed gravity values.
 JZ1663
 JZ1663;                    North         East    Units  Estimated Accuracy
 JZ1663;SPC IN E     -   490,360.      154,040.      MT  (+/- 180 meters Scaled)
 JZ1663
 JZ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ683922(NAD 83)
 JZ1663
 JZ1663                          SUPERSEDED SURVEY CONTROL
 JZ1663
 JZ1663  NGVD 29 (??/??/92)  257.384  (m)          844.43   (f) ADJ UNCH    2 0
 JZ1663
 JZ1663.Superseded values are not recommended for survey control.
 JZ1663
 JZ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1663.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1663
 JZ1663_MARKER: DB = BENCH MARK DISK
 JZ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1663_STAMPING: K 46 1934
 JZ1663_MARK LOGO: CGS
 JZ1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1663+STABILITY: SURFACE MOTION
 JZ1663
 JZ1663  HISTORY     - Date     Condition        Report By
 JZ1663  HISTORY     - 1934     MONUMENTED       CGS
 JZ1663  HISTORY     - 1947     GOOD             CGS
 JZ1663
 JZ1663                          STATION DESCRIPTION
 JZ1663
 JZ1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1663'2.4 MI W FROM BROWNSVILLE.
 JZ1663'IN FAYETTE COUNTY, 2.4 MILES WEST ALONG THE BALTIMORE AND OHIO
 JZ1663'RAILROAD FROM THE STATION AT BROWNSVILLE, UNION COUNTY, 1.3
 JZ1663'MILES NORTHEAST OF LYONSVILLE, IN THE SOUTHEAST CORNER OF THE
 JZ1663'STONE BASE OF SIGNAL W 61/29, 6.3 FEET NORTH OF THE NORTH
 JZ1663'RAIL, AND ABOUT 10 INCHES LOWER THAN THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2421 ***********************************************************************
 JZ2421  DESIGNATION -  K 47
 JZ2421  PID         -  JZ2421
 JZ2421  STATE/COUNTY-  IN/SHELBY
 JZ2421  COUNTRY     -  US
 JZ2421  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2421
 JZ2421                         *CURRENT SURVEY CONTROL
 JZ2421  ______________________________________________________________________
 JZ2421* NAD 83(1986) POSITION- 39 31 22.     (N) 085 46 13.     (W)   SCALED
 JZ2421* NAVD 88 ORTHO HEIGHT -   233.116 (meters)      764.81  (feet) ADJUSTED
 JZ2421  ______________________________________________________________________
 JZ2421  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JZ2421  DYNAMIC HEIGHT  -        232.979 (meters)      764.37  (feet) COMP
 JZ2421  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 JZ2421
 JZ2421  VERT ORDER      -  SECOND    CLASS 0
 JZ2421
 JZ2421.The horizontal coordinates were scaled from a map and have
 JZ2421.an estimated accuracy of +/- 6 seconds.
 JZ2421
 JZ2421.The orthometric height was determined by differential leveling and
 JZ2421.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2421.in June 1991.
 JZ2421
 JZ2421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2421.GEOID18 height accuracy estimate available here.
 JZ2421
 JZ2421.Click photographs - Photos may exist for this station.
 JZ2421
 JZ2421.The dynamic height is computed by dividing the NAVD 88
 JZ2421.geopotential number by the normal gravity value computed on the
 JZ2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2421.degrees latitude (g = 980.6199 gals.).
 JZ2421
 JZ2421.The modeled gravity was interpolated from observed gravity values.
 JZ2421
 JZ2421;                    North         East    Units  Estimated Accuracy
 JZ2421;SPC IN E     -   474,540.       91,090.      MT  (+/- 180 meters Scaled)
 JZ2421
 JZ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ056755(NAD 83)
 JZ2421
 JZ2421                          SUPERSEDED SURVEY CONTROL
 JZ2421
 JZ2421  NGVD 29 (??/??/92)  233.246  (m)          765.24   (f) ADJ UNCH    2 0
 JZ2421
 JZ2421.Superseded values are not recommended for survey control.
 JZ2421
 JZ2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2421.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2421
 JZ2421_MARKER: DB = BENCH MARK DISK
 JZ2421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2421_SP_SET: SWITCH CONTROL BASE
 JZ2421_STAMPING: K 47 1934
 JZ2421_MARK LOGO: CGS
 JZ2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2421
 JZ2421  HISTORY     - Date     Condition        Report By
 JZ2421  HISTORY     - 1934     MONUMENTED       CGS
 JZ2421  HISTORY     - 1947     GOOD             CGS
 JZ2421  HISTORY     - 1962     MARK NOT FOUND   USGS
 JZ2421
 JZ2421                          STATION DESCRIPTION
 JZ2421
 JZ2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2421'IN SHELBYVILLE.
 JZ2421'AT SHELBYVILLE, SHELBY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JZ2421'AT VINE TOWER, ABOUT 200 FEET EAST OF THE CROSSING OF THE NEW
 JZ2421'YORK CENTRAL RAILROAD, 75 FEET SOUTH OF THE SOUTH EDGE OF STATE
 JZ2421'HIGHWAY 44 AND 29, 14.4 FEET SOUTH OF THE SOUTH RAIL OF THE P.R.R.
 JZ2421'TRACK, 10.1 FEET NORTH OF THE WIRE FENCE AT THE LEVENSTEIN
 JZ2421'BROS. JUNKYARD, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JZ2421'BASE OF A SWITCH CONTROL, AND ABOUT 1/2 FOOT LOWER THAN THE
 JZ2421'TRACK.  A STANDARD DISK, STAMPED K 47 1934.  NOTE-- A DEPRESSION
 JZ2421'IN THE GROUND WAS FOUND AT THIS POINT, BUT NO SWITCH PIPE BASE.
 JZ2421'NOTE-- THE SWITCH CONTROL IS NO LONGER USED BUT THE BASE IS
 JZ2421'STILL IN PLACE.
 JZ2421
 JZ2421                          STATION RECOVERY (1962)
 JZ2421
 JZ2421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JZ2421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2051 ***********************************************************************
 JZ2051  DESIGNATION -  K 48
 JZ2051  PID         -  JZ2051
 JZ2051  STATE/COUNTY-  IN/FRANKLIN
 JZ2051  COUNTRY     -  US
 JZ2051  USGS QUAD   -  BROOKVILLE (2019)
 JZ2051
 JZ2051                         *CURRENT SURVEY CONTROL
 JZ2051  ______________________________________________________________________
 JZ2051* NAD 83(1986) POSITION- 39 24 47.     (N) 085 00 37.     (W)   SCALED
 JZ2051* NAVD 88 ORTHO HEIGHT -   190.710 (meters)      625.69  (feet) ADJUSTED
 JZ2051  ______________________________________________________________________
 JZ2051  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JZ2051  DYNAMIC HEIGHT  -        190.595 (meters)      625.31  (feet) COMP
 JZ2051  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 JZ2051
 JZ2051  VERT ORDER      -  SECOND    CLASS 0
 JZ2051
 JZ2051.The horizontal coordinates were scaled from a map and have
 JZ2051.an estimated accuracy of +/- 6 seconds.
 JZ2051
 JZ2051.The orthometric height was determined by differential leveling and
 JZ2051.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2051.in June 1991.
 JZ2051
 JZ2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2051.GEOID18 height accuracy estimate available here.
 JZ2051
 JZ2051.Click photographs - Photos may exist for this station.
 JZ2051
 JZ2051.The dynamic height is computed by dividing the NAVD 88
 JZ2051.geopotential number by the normal gravity value computed on the
 JZ2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2051.degrees latitude (g = 980.6199 gals.).
 JZ2051
 JZ2051.The modeled gravity was interpolated from observed gravity values.
 JZ2051
 JZ2051;                    North         East    Units  Estimated Accuracy
 JZ2051;SPC IN E     -   462,560.      156,530.      MT  (+/- 180 meters Scaled)
 JZ2051
 JZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ712645(NAD 83)
 JZ2051
 JZ2051                          SUPERSEDED SURVEY CONTROL
 JZ2051
 JZ2051  NGVD 29 (??/??/92)  190.891  (m)          626.28   (f) ADJ UNCH    2 0
 JZ2051
 JZ2051.Superseded values are not recommended for survey control.
 JZ2051
 JZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2051.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2051
 JZ2051_MARKER: DB = BENCH MARK DISK
 JZ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2051_STAMPING: K 48 1934
 JZ2051_MARK LOGO: CGS
 JZ2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2051+STABILITY: SURFACE MOTION
 JZ2051
 JZ2051  HISTORY     - Date     Condition        Report By
 JZ2051  HISTORY     - 1934     MONUMENTED       CGS
 JZ2051
 JZ2051                          STATION DESCRIPTION
 JZ2051
 JZ2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2051'0.6 MI S FROM BROOKVILLE.
 JZ2051'0.6 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 JZ2051'BROOKVILLE, FRANKLIN COUNTY, 30 YARDS NORTH OF THE NORTH END
 JZ2051'OF A FOUR-ARCH CONCRETE BRIDGE OVER WHITEWATER RIVER, 41.8 FEET
 JZ2051'EAST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE RIVERSIDE FILLING
 JZ2051'STATION, AT THE SOUTHEAST POINT OF THE LAWN, 3.7 FEET SOUTH
 JZ2051'OF AN ORNAMENTAL WINDMILL, 3.4 FEET EAST OF THE EAST EDGE OF
 JZ2051'THE CONCRETE PAVEMENT, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 JZ2051'A STANDARD DISK, STAMPED K 48 1934 AND SET IN THE TOP OF A
 JZ2051'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1614 ***********************************************************************
 LA1614  DESIGNATION -  K 5
 LA1614  PID         -  LA1614
 LA1614  STATE/COUNTY-  IN/GRANT
 LA1614  COUNTRY     -  US
 LA1614  USGS QUAD   -  MARION (2019)
 LA1614
 LA1614                         *CURRENT SURVEY CONTROL
 LA1614  ______________________________________________________________________
 LA1614* NAD 83(1986) POSITION- 40 35 18.     (N) 085 39 36.     (W)   SCALED
 LA1614* NAVD 88 ORTHO HEIGHT -   242.489 (meters)      795.57  (feet) ADJUSTED
 LA1614  ______________________________________________________________________
 LA1614  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LA1614  DYNAMIC HEIGHT  -        242.366 (meters)      795.16  (feet) COMP
 LA1614  MODELED GRAVITY -    980,114.8   (mgal)                       NAVD 88
 LA1614
 LA1614  VERT ORDER      -  FIRST     CLASS II
 LA1614
 LA1614.The horizontal coordinates were scaled from a map and have
 LA1614.an estimated accuracy of +/- 6 seconds.
 LA1614
 LA1614.The orthometric height was determined by differential leveling and
 LA1614.adjusted by the NATIONAL GEODETIC SURVEY
 LA1614.in June 1991.
 LA1614
 LA1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1614.GEOID18 height accuracy estimate available here.
 LA1614
 LA1614.Click photographs - Photos may exist for this station.
 LA1614
 LA1614.The dynamic height is computed by dividing the NAVD 88
 LA1614.geopotential number by the normal gravity value computed on the
 LA1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1614.degrees latitude (g = 980.6199 gals.).
 LA1614
 LA1614.The modeled gravity was interpolated from observed gravity values.
 LA1614
 LA1614;                    North         East    Units  Estimated Accuracy
 LA1614;SPC IN E     -   592,840.      100,560.      MT  (+/- 180 meters Scaled)
 LA1614
 LA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK133939(NAD 83)
 LA1614
 LA1614                          SUPERSEDED SURVEY CONTROL
 LA1614
 LA1614  NGVD 29 (??/??/92)  242.617  (m)          795.99   (f) ADJ UNCH    1 2
 LA1614
 LA1614.Superseded values are not recommended for survey control.
 LA1614
 LA1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1614.See file dsdata.pdf to determine how the superseded data were derived.
 LA1614
 LA1614_MARKER: Q = CHISELED SQUARE
 LA1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1614_SP_SET: BRIDGE
 LA1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1614
 LA1614  HISTORY     - Date     Condition        Report By
 LA1614  HISTORY     - 1916     MONUMENTED       CGS
 LA1614  HISTORY     - 1946     GOOD             CGS
 LA1614  HISTORY     - 1960     MARK NOT FOUND   CGS
 LA1614
 LA1614                          STATION DESCRIPTION
 LA1614
 LA1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1614'2.2 MI N FROM MARION.
 LA1614'ABOUT 2.15 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1614'STATION AT MARION, ON THE TOP OF THE NORTH END OF THE WEST
 LA1614'CONCRETE HEAD WALL OF A 30 FOOT CONCRETE ARCH BRIDGE NO. 341 OVER
 LA1614'HUMMELS CREEK, 7.3 FEET WEST OF THE WEST RAIL, 1.5 FOOT SOUTH OF
 LA1614'THE NORTH END OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW THE TRACK.
 LA1614
 LA1614                          STATION RECOVERY (1960)
 LA1614
 LA1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LA1614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1671 ***********************************************************************
 JZ1671  DESIGNATION -  K 5
 JZ1671  PID         -  JZ1671
 JZ1671  STATE/COUNTY-  IN/FAYETTE
 JZ1671  COUNTRY     -  US
 JZ1671  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1671
 JZ1671                         *CURRENT SURVEY CONTROL
 JZ1671  ______________________________________________________________________
 JZ1671* NAD 83(1986) POSITION- 39 38 25.9    (N) 085 08 24.9    (W)   HD_HELD2
 JZ1671* NAVD 88 ORTHO HEIGHT -   252.112 (meters)      827.14  (feet) ADJUSTED
 JZ1671  ______________________________________________________________________
 JZ1671  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ1671  DYNAMIC HEIGHT  -        251.962 (meters)      826.65  (feet) COMP
 JZ1671  MODELED GRAVITY -    980,024.8   (mgal)                       NAVD 88
 JZ1671
 JZ1671  VERT ORDER      -  SECOND    CLASS 0
 JZ1671
 JZ1671.The horizontal coordinates were established by autonomous hand held GPS
 JZ1671.observations and have an estimated accuracy of +/- 10 meters.
 JZ1671
 JZ1671.The orthometric height was determined by differential leveling and
 JZ1671.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1671.in June 1991.
 JZ1671
 JZ1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1671.GEOID18 height accuracy estimate available here.
 JZ1671
 JZ1671.Click photographs - Photos may exist for this station.
 JZ1671
 JZ1671.The dynamic height is computed by dividing the NAVD 88
 JZ1671.geopotential number by the normal gravity value computed on the
 JZ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1671.degrees latitude (g = 980.6199 gals.).
 JZ1671
 JZ1671.The modeled gravity was interpolated from observed gravity values.
 JZ1671
 JZ1671;                    North         East    Units  Estimated Accuracy
 JZ1671;SPC IN E     -   487,739.      145,186.      MT  (+/- 10 meters HH2 GPS)
 JZ1671
 JZ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5958289513(NAD 83)
 JZ1671
 JZ1671                          SUPERSEDED SURVEY CONTROL
 JZ1671
 JZ1671  NGVD 29 (??/??/92)  252.256  (m)          827.61   (f) ADJ UNCH    2 0
 JZ1671
 JZ1671.Superseded values are not recommended for survey control.
 JZ1671
 JZ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1671.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1671
 JZ1671_MARKER: DD = SURVEY DISK
 JZ1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1671_STAMPING: 828 K 5 1928
 JZ1671_MARK LOGO: USGS
 JZ1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1671+STABILITY: SURFACE MOTION
 JZ1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1671+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1671
 JZ1671  HISTORY     - Date     Condition        Report By
 JZ1671  HISTORY     - 1928     MONUMENTED       USGS
 JZ1671  HISTORY     - 1947     GOOD             CGS
 JZ1671  HISTORY     - 1986     GOOD             USPSQD
 JZ1671  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1671
 JZ1671                          STATION DESCRIPTION
 JZ1671
 JZ1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1671'AT CONNERSVILLE.
 JZ1671'AT CONNERSVILLE, FAYETTE COUNTY, AT THE INTERSECTION OF CENTRAL
 JZ1671'AVENUE AND WEST FOURTH STREET, IN THE SOUTHEAST CORNER OF THE
 JZ1671'COUNTY COURTHOUSE LAWN, 43.9 FEET WEST OF THE WEST CURB OF
 JZ1671'CENTRAL AVENUE, 13.1 FEET NORTH OF THE NORTH CURB OF WEST FOURTH
 JZ1671'STREET, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 JZ1671
 JZ1671                          STATION RECOVERY (1986)
 JZ1671
 JZ1671'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1671'RECOVERED IN GOOD CONDITION.
 JZ1671
 JZ1671                          STATION RECOVERY (2003)
 JZ1671
 JZ1671'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1671'WITNESS POST IS NOW ADJACENT TO BENCHMARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0123 ***********************************************************************
 KA0123  DESIGNATION -  K 50
 KA0123  PID         -  KA0123
 KA0123  STATE/COUNTY-  IN/HENDRICKS
 KA0123  COUNTRY     -  US
 KA0123  USGS QUAD   -  CLERMONT (2019)
 KA0123
 KA0123                         *CURRENT SURVEY CONTROL
 KA0123  ______________________________________________________________________
 KA0123* NAD 83(1986) POSITION- 39 49 24.     (N) 086 20 45.     (W)   SCALED
 KA0123* NAVD 88 ORTHO HEIGHT -   265.096 (meters)      869.74  (feet) ADJUSTED
 KA0123  ______________________________________________________________________
 KA0123  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 KA0123  DYNAMIC HEIGHT  -        264.952 (meters)      869.26  (feet) COMP
 KA0123  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA0123
 KA0123  VERT ORDER      -  SECOND    CLASS 0
 KA0123
 KA0123.The horizontal coordinates were scaled from a map and have
 KA0123.an estimated accuracy of +/- 6 seconds.
 KA0123
 KA0123.The orthometric height was determined by differential leveling and
 KA0123.adjusted by the NATIONAL GEODETIC SURVEY
 KA0123.in June 1991.
 KA0123
 KA0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0123.GEOID18 height accuracy estimate available here.
 KA0123
 KA0123.Click photographs - Photos may exist for this station.
 KA0123
 KA0123.The dynamic height is computed by dividing the NAVD 88
 KA0123.geopotential number by the normal gravity value computed on the
 KA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0123.degrees latitude (g = 980.6199 gals.).
 KA0123
 KA0123.The modeled gravity was interpolated from observed gravity values.
 KA0123
 KA0123;                    North         East    Units  Estimated Accuracy
 KA0123;SPC IN W     -   508,160.      963,140.      MT  (+/- 180 meters Scaled)
 KA0123
 KA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK559083(NAD 83)
 KA0123
 KA0123                          SUPERSEDED SURVEY CONTROL
 KA0123
 KA0123  NGVD 29 (??/??/92)  265.209  (m)          870.11   (f) ADJ UNCH    2 0
 KA0123
 KA0123.Superseded values are not recommended for survey control.
 KA0123
 KA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0123.See file dsdata.pdf to determine how the superseded data were derived.
 KA0123
 KA0123_MARKER: DB = BENCH MARK DISK
 KA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0123_STAMPING: K 50 1934
 KA0123_MARK LOGO: CGS
 KA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0123+STABILITY: SURFACE MOTION
 KA0123
 KA0123  HISTORY     - Date     Condition        Report By
 KA0123  HISTORY     - 1934     MONUMENTED       CGS
 KA0123  HISTORY     - 1946     GOOD             CGS
 KA0123  HISTORY     - 1978     GOOD             LOCSUR
 KA0123
 KA0123                          STATION DESCRIPTION
 KA0123
 KA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0123'3.1 MI SE FROM BROWNSBURG.
 KA0123'3.1 MILES SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY FROM
 KA0123'THE STATION AT BROWNSBURG, HENDRICKS COUNTY, 1.5 MILES NORTHWEST
 KA0123'OF THE STATION AT CLERMONT, MARION COUNTY, 10 RAILS SOUTHEAST OF
 KA0123'MILEPOST 11, IN THE SOUTH ANGLE OF THE CROSSING OF A GRAVEL ROAD,
 KA0123'9 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, 8 YARDS SOUTHEAST OF THE
 KA0123'CENTERLINE OF THE GRAVEL ROAD, 3 YARDS SOUTH OF POLE 10+38, AND
 KA0123'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0123'STAMPED K 50 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0123'3 INCHES ABOVE GROUND.
 KA0123
 KA0123                          STATION RECOVERY (1978)
 KA0123
 KA0123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0908 ***********************************************************************
 KA0908  DESIGNATION -  K 51
 KA0908  PID         -  KA0908
 KA0908  STATE/COUNTY-  IN/VIGO
 KA0908  COUNTRY     -  US
 KA0908  USGS QUAD   -  ROSEDALE (2019)
 KA0908
 KA0908                         *CURRENT SURVEY CONTROL
 KA0908  ______________________________________________________________________
 KA0908* NAD 83(1986) POSITION- 39 31 40.     (N) 087 21 49.     (W)   SCALED
 KA0908* NAVD 88 ORTHO HEIGHT -   148.945 (meters)      488.66  (feet) ADJUSTED
 KA0908  ______________________________________________________________________
 KA0908  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 KA0908  DYNAMIC HEIGHT  -        148.860 (meters)      488.38  (feet) COMP
 KA0908  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA0908
 KA0908  VERT ORDER      -  SECOND    CLASS 0
 KA0908
 KA0908.The horizontal coordinates were scaled from a map and have
 KA0908.an estimated accuracy of +/- 6 seconds.
 KA0908
 KA0908.The orthometric height was determined by differential leveling and
 KA0908.adjusted by the NATIONAL GEODETIC SURVEY
 KA0908.in June 1991.
 KA0908
 KA0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0908.GEOID18 height accuracy estimate available here.
 KA0908
 KA0908.Click photographs - Photos may exist for this station.
 KA0908
 KA0908.The dynamic height is computed by dividing the NAVD 88
 KA0908.geopotential number by the normal gravity value computed on the
 KA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0908.degrees latitude (g = 980.6199 gals.).
 KA0908
 KA0908.The modeled gravity was interpolated from observed gravity values.
 KA0908
 KA0908;                    North         East    Units  Estimated Accuracy
 KA0908;SPC IN W     -   475,130.      875,900.      MT  (+/- 180 meters Scaled)
 KA0908
 KA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ687754(NAD 83)
 KA0908
 KA0908                          SUPERSEDED SURVEY CONTROL
 KA0908
 KA0908  NGVD 29 (??/??/92)  149.049  (m)          489.00   (f) ADJ UNCH    2 0
 KA0908
 KA0908.Superseded values are not recommended for survey control.
 KA0908
 KA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0908.See file dsdata.pdf to determine how the superseded data were derived.
 KA0908
 KA0908_MARKER: DB = BENCH MARK DISK
 KA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0908_STAMPING: K 51 1934
 KA0908_MARK LOGO: CGS
 KA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0908+STABILITY: SURFACE MOTION
 KA0908
 KA0908  HISTORY     - Date     Condition        Report By
 KA0908  HISTORY     - 1934     MONUMENTED       CGS
 KA0908  HISTORY     - 1950     POOR             CGS
 KA0908
 KA0908                          STATION DESCRIPTION
 KA0908
 KA0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KA0908'AT NORTH TERRE HAUTE.
 KA0908'AT NORTH TERRE HAUTE, VIGO COUNTY, ON THE CHICAGO AND EASTERN
 KA0908'ILLINOIS RAILROAD, 18 YARDS WEST OF POLE 173/10, IN THE SOUTHWEST
 KA0908'ANGLE OF THE CROSSING OF FOREST AVENUE, 10 YARDS SOUTH OF THE
 KA0908'CENTERLINE OF THE AVENUE, 11 YARDS WEST OF THE WEST RAIL, AND 1
 KA0908'YARD SOUTHEAST OF POLE 6450.  A STANDARD DISK, STAMPED K 51 1934
 KA0908'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0908'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0449 ***********************************************************************
 KA0449  DESIGNATION -  K 52
 KA0449  PID         -  KA0449
 KA0449  STATE/COUNTY-  IN/MONROE
 KA0449  COUNTRY     -  US
 KA0449  USGS QUAD   -  BLOOMINGTON (2019)
 KA0449
 KA0449                         *CURRENT SURVEY CONTROL
 KA0449  ______________________________________________________________________
 KA0449* NAD 83(1986) POSITION- 39 08 10.     (N) 086 32 04.     (W)   SCALED
 KA0449* NAVD 88 ORTHO HEIGHT -   211.607 (meters)      694.25  (feet) ADJUSTED
 KA0449  ______________________________________________________________________
 KA0449  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 KA0449  DYNAMIC HEIGHT  -        211.477 (meters)      693.82  (feet) COMP
 KA0449  MODELED GRAVITY -    980,006.8   (mgal)                       NAVD 88
 KA0449
 KA0449  VERT ORDER      -  SECOND    CLASS 0
 KA0449
 KA0449.The horizontal coordinates were scaled from a map and have
 KA0449.an estimated accuracy of +/- 6 seconds.
 KA0449
 KA0449.The orthometric height was determined by differential leveling and
 KA0449.adjusted by the NATIONAL GEODETIC SURVEY
 KA0449.in June 1991.
 KA0449
 KA0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0449.GEOID18 height accuracy estimate available here.
 KA0449
 KA0449.Click photographs - Photos may exist for this station.
 KA0449
 KA0449.The dynamic height is computed by dividing the NAVD 88
 KA0449.geopotential number by the normal gravity value computed on the
 KA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0449.degrees latitude (g = 980.6199 gals.).
 KA0449
 KA0449.The modeled gravity was interpolated from observed gravity values.
 KA0449
 KA0449;                    North         East    Units  Estimated Accuracy
 KA0449;SPC IN W     -   431,750.      947,460.      MT  (+/- 180 meters Scaled)
 KA0449
 KA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ402319(NAD 83)
 KA0449
 KA0449                          SUPERSEDED SURVEY CONTROL
 KA0449
 KA0449  NGVD 29 (??/??/92)  211.721  (m)          694.62   (f) ADJ UNCH    2 0
 KA0449
 KA0449.Superseded values are not recommended for survey control.
 KA0449
 KA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0449.See file dsdata.pdf to determine how the superseded data were derived.
 KA0449
 KA0449_MARKER: DB = BENCH MARK DISK
 KA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0449_STAMPING: K 52 1934
 KA0449_MARK LOGO: CGS
 KA0449_PROJECTION: PROJECTING
 KA0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0449+STABILITY: SURFACE MOTION
 KA0449
 KA0449  HISTORY     - Date     Condition        Report By
 KA0449  HISTORY     - 1934     MONUMENTED       CGS
 KA0449  HISTORY     - 1957     GOOD             CGS
 KA0449  HISTORY     - 1968     MARK NOT FOUND   USGS
 KA0449
 KA0449                          STATION DESCRIPTION
 KA0449
 KA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KA0449'2 MI S FROM BLOOMINGTON.
 KA0449'2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0449'RAILWAY FROM THE STATION AT BLOOMINGTON, MONROE COUNTY, 0.4
 KA0449'MILE NORTH OF MILEPOST 223, 45 FEET WEST OF THE WEST SIDE OF
 KA0449'TANK 2 OF THE INDIANA CREOSOTING CO., IN THE NORTHEAST ANGLE
 KA0449'OF A DIRT-ROAD CROSSING, 39 FEET EAST OF THE EAST RAIL OF THE
 KA0449'MAIN TRACK, 16.5 FEET NORTH OF THE CENTERLINE OF THE DIRT
 KA0449'ROAD, AND 6 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 KA0449'K 52 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0449'INCHES ABOVE GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND
 KA0449'LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
 KA0449
 KA0449                          STATION RECOVERY (1968)
 KA0449
 KA0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KA0449'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0331 ***********************************************************************
 KA0331  DESIGNATION -  K 53
 KA0331  PID         -  KA0331
 KA0331  STATE/COUNTY-  IN/BROWN
 KA0331  COUNTRY     -  US
 KA0331  USGS QUAD   -  NASHVILLE (2019)
 KA0331
 KA0331                         *CURRENT SURVEY CONTROL
 KA0331  ______________________________________________________________________
 KA0331* NAD 83(1986) POSITION- 39 12 23.55   (N) 086 14 36.52   (W)   HD_HELD1
 KA0331* NAVD 88 ORTHO HEIGHT -   196.271 (meters)      643.93  (feet) ADJUSTED
 KA0331  ______________________________________________________________________
 KA0331  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 KA0331  DYNAMIC HEIGHT  -        196.152 (meters)      643.54  (feet) COMP
 KA0331  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 KA0331
 KA0331  VERT ORDER      -  SECOND    CLASS 0
 KA0331
 KA0331.The horizontal coordinates were determined by differentially corrected
 KA0331.hand held GPS observations or other comparable positioning techniques
 KA0331.and have an estimated accuracy of +/- 3 meters.
 KA0331
 KA0331.The orthometric height was determined by differential leveling and
 KA0331.adjusted by the NATIONAL GEODETIC SURVEY
 KA0331.in June 1991.
 KA0331
 KA0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0331.GEOID18 height accuracy estimate available here.
 KA0331
 KA0331.Click photographs - Photos may exist for this station.
 KA0331
 KA0331.The dynamic height is computed by dividing the NAVD 88
 KA0331.geopotential number by the normal gravity value computed on the
 KA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0331.degrees latitude (g = 980.6199 gals.).
 KA0331
 KA0331.The modeled gravity was interpolated from observed gravity values.
 KA0331
 KA0331;                    North         East    Units  Estimated Accuracy
 KA0331;SPC IN E     -   439,583.8      50,180.0     MT  (+/- 3 meters HH1 GPS) 
 KA0331
 KA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6531839969(NAD 83)
 KA0331
 KA0331                          SUPERSEDED SURVEY CONTROL
 KA0331
 KA0331  NGVD 29 (??/??/92)  196.391  (m)          644.33   (f) ADJ UNCH    2 0
 KA0331
 KA0331.Superseded values are not recommended for survey control.
 KA0331
 KA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0331.See file dsdata.pdf to determine how the superseded data were derived.
 KA0331
 KA0331_MARKER: DB = BENCH MARK DISK
 KA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0331_STAMPING: K 53 1934
 KA0331_MARK LOGO: CGS
 KA0331_PROJECTION: PROJECTING
 KA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0331+STABILITY: SURFACE MOTION
 KA0331
 KA0331  HISTORY     - Date     Condition        Report By
 KA0331  HISTORY     - 1934     MONUMENTED       CGS
 KA0331  HISTORY     - 20130722 MARK NOT FOUND   INDOT
 KA0331
 KA0331                          STATION DESCRIPTION
 KA0331
 KA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0331'AT NASHVILLE.
 KA0331'AT NASHVILLE, BROWN COUNTY, ON STATE HIGHWAY 46, 0.2 MILE EAST
 KA0331'OF THE COUNTY COURTHOUSE, 40 YARDS EAST OF A LARGE PINE GROVE IN
 KA0331'FRONT OF A HOUSE, 20 YARDS EAST OF AN EAST CITY LIMITS SIGNPOST,
 KA0331'AND 10 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KA0331'DISK, STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0331'PROJECTING 6 INCHES ABOVE GROUND.
 KA0331
 KA0331                          STATION RECOVERY (2013)
 KA0331
 KA0331'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (GK)
 KA0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1189 ***********************************************************************
 KA1189  DESIGNATION -  K 54
 KA1189  PID         -  KA1189
 KA1189  STATE/COUNTY-  IN/SULLIVAN
 KA1189  COUNTRY     -  US
 KA1189  USGS QUAD   -  DUGGER (2019)
 KA1189
 KA1189                         *CURRENT SURVEY CONTROL
 KA1189  ______________________________________________________________________
 KA1189* NAD 83(1986) POSITION- 39 05 42.     (N) 087 20 16.     (W)   SCALED
 KA1189* NAVD 88 ORTHO HEIGHT -   152.832 (meters)      501.42  (feet) ADJUSTED
 KA1189  ______________________________________________________________________
 KA1189  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 KA1189  DYNAMIC HEIGHT  -        152.741 (meters)      501.12  (feet) COMP
 KA1189  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 KA1189
 KA1189  VERT ORDER      -  SECOND    CLASS 0
 KA1189
 KA1189.The horizontal coordinates were scaled from a map and have
 KA1189.an estimated accuracy of +/- 6 seconds.
 KA1189
 KA1189.The orthometric height was determined by differential leveling and
 KA1189.adjusted by the NATIONAL GEODETIC SURVEY
 KA1189.in June 1991.
 KA1189
 KA1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1189.GEOID18 height accuracy estimate available here.
 KA1189
 KA1189.Click photographs - Photos may exist for this station.
 KA1189
 KA1189.The dynamic height is computed by dividing the NAVD 88
 KA1189.geopotential number by the normal gravity value computed on the
 KA1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1189.degrees latitude (g = 980.6199 gals.).
 KA1189
 KA1189.The modeled gravity was interpolated from observed gravity values.
 KA1189
 KA1189;                    North         East    Units  Estimated Accuracy
 KA1189;SPC IN W     -   427,070.      877,990.      MT  (+/- 180 meters Scaled)
 KA1189
 KA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ707273(NAD 83)
 KA1189
 KA1189                          SUPERSEDED SURVEY CONTROL
 KA1189
 KA1189  NGVD 29 (??/??/92)  152.972  (m)          501.88   (f) ADJ UNCH    2 0
 KA1189
 KA1189.Superseded values are not recommended for survey control.
 KA1189
 KA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1189.See file dsdata.pdf to determine how the superseded data were derived.
 KA1189
 KA1189_MARKER: DB = BENCH MARK DISK
 KA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1189_STAMPING: K 54 1934
 KA1189_MARK LOGO: CGS
 KA1189_PROJECTION: FLUSH
 KA1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1189+STABILITY: SURFACE MOTION
 KA1189
 KA1189  HISTORY     - Date     Condition        Report By
 KA1189  HISTORY     - 1934     MONUMENTED       CGS
 KA1189
 KA1189                          STATION DESCRIPTION
 KA1189
 KA1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1189'5.3 MI W FROM DUGGER.
 KA1189'5.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1189'STATION AT DUGGER, SULLIVAN COUNTY, 0.3 MILE WEST OF MILEPOST
 KA1189'I 106, 24 YARDS WEST OF THE ABANDONED CALEDONIA STATION, 8
 KA1189'RAILS EAST OF BRIDGE X 106+4 OVER A GRAVEL ROAD, 25 YARDS SOUTH
 KA1189'OF THE CENTERLINE OF THE ROAD, 6 YARDS NORTH OF THE NORTH RAIL,
 KA1189'AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED K 54 1934
 KA1189'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0390 ***********************************************************************
 JA0390  DESIGNATION -  K 55
 JA0390  PID         -  JA0390
 JA0390  STATE/COUNTY-  IN/CRAWFORD
 JA0390  COUNTRY     -  US
 JA0390  USGS QUAD   -  ENGLISH (2019)
 JA0390
 JA0390                         *CURRENT SURVEY CONTROL
 JA0390  ______________________________________________________________________
 JA0390* NAD 83(1986) POSITION- 38 20 01.     (N) 086 27 49.     (W)   SCALED
 JA0390* NAVD 88 ORTHO HEIGHT -   154.829 (meters)      507.97  (feet) ADJUSTED
 JA0390  ______________________________________________________________________
 JA0390  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 JA0390  DYNAMIC HEIGHT  -        154.721 (meters)      507.61  (feet) COMP
 JA0390  MODELED GRAVITY -    979,928.2   (mgal)                       NAVD 88
 JA0390
 JA0390  VERT ORDER      -  FIRST     CLASS II
 JA0390
 JA0390.The horizontal coordinates were scaled from a map and have
 JA0390.an estimated accuracy of +/- 6 seconds.
 JA0390
 JA0390.The orthometric height was determined by differential leveling and
 JA0390.adjusted by the NATIONAL GEODETIC SURVEY
 JA0390.in June 1991.
 JA0390
 JA0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0390.GEOID18 height accuracy estimate available here.
 JA0390
 JA0390.Click photographs - Photos may exist for this station.
 JA0390
 JA0390.The dynamic height is computed by dividing the NAVD 88
 JA0390.geopotential number by the normal gravity value computed on the
 JA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0390.degrees latitude (g = 980.6199 gals.).
 JA0390
 JA0390.The modeled gravity was interpolated from observed gravity values.
 JA0390
 JA0390;                    North         East    Units  Estimated Accuracy
 JA0390;SPC IN W     -   342,710.      954,180.      MT  (+/- 180 meters Scaled)
 JA0390
 JA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH468429(NAD 83)
 JA0390
 JA0390                          SUPERSEDED SURVEY CONTROL
 JA0390
 JA0390  NGVD 29 (??/??/92)  154.940  (m)          508.33   (f) ADJ UNCH    1 2
 JA0390
 JA0390.Superseded values are not recommended for survey control.
 JA0390
 JA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0390.See file dsdata.pdf to determine how the superseded data were derived.
 JA0390
 JA0390_MARKER: DB = BENCH MARK DISK
 JA0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0390_SP_SET: SIDEWALK
 JA0390_STAMPING: K 55 1934
 JA0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0390
 JA0390  HISTORY     - Date     Condition        Report By
 JA0390  HISTORY     - 1934     MONUMENTED       CGS
 JA0390  HISTORY     - 1965     GOOD             CGS
 JA0390
 JA0390                          STATION DESCRIPTION
 JA0390
 JA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0390'AT ENGLISH.
 JA0390'AT ENGLISH, IN SECTION 24, T 2 S, R 1 W, 67 YARDS SOUTHWEST OF
 JA0390'THE SOUTHWEST CORNER OF THE POST OFFICE, 120 FEET SOUTH OF THE
 JA0390'CENTER LINE OF NORTH FIFTH STREET, 31 1/2 FEET WEST OF THE CENTER
 JA0390'LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE ENTRANCE TO THE TOWN
 JA0390'GRILL, SET VERTICALLY IN THE BRICK FACING OF FRONT OF THE TOWN
 JA0390'GRILL, ABOUT LEVEL WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0255 ***********************************************************************
 JA0255  DESIGNATION -  K 56
 JA0255  PID         -  JA0255
 JA0255  STATE/COUNTY-  IN/HARRISON
 JA0255  COUNTRY     -  US
 JA0255  USGS QUAD   -  DEPAUW (2019)
 JA0255
 JA0255                         *CURRENT SURVEY CONTROL
 JA0255  ______________________________________________________________________
 JA0255* NAD 83(1986) POSITION- 38 20 08.65   (N) 086 13 06.45   (W)   HD_HELD1
 JA0255* NAVD 88 ORTHO HEIGHT -   198.653 (meters)      651.75  (feet) ADJUSTED
 JA0255  ______________________________________________________________________
 JA0255  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 JA0255  DYNAMIC HEIGHT  -        198.513 (meters)      651.29  (feet) COMP
 JA0255  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0255
 JA0255  VERT ORDER      -  FIRST     CLASS II
 JA0255
 JA0255.The horizontal coordinates were determined by differentially corrected
 JA0255.hand held GPS observations or other comparable positioning techniques
 JA0255.and have an estimated accuracy of +/- 3 meters.
 JA0255
 JA0255.The orthometric height was determined by differential leveling and
 JA0255.adjusted by the NATIONAL GEODETIC SURVEY
 JA0255.in June 1991.
 JA0255
 JA0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0255.GEOID18 height accuracy estimate available here.
 JA0255
 JA0255.Click photographs - Photos may exist for this station.
 JA0255
 JA0255.The dynamic height is computed by dividing the NAVD 88
 JA0255.geopotential number by the normal gravity value computed on the
 JA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0255.degrees latitude (g = 980.6199 gals.).
 JA0255
 JA0255.The modeled gravity was interpolated from observed gravity values.
 JA0255
 JA0255;                    North         East    Units  Estimated Accuracy
 JA0255;SPC IN E     -   342,903.5      51,758.0     MT  (+/- 3 meters HH1 GPS) 
 JA0255
 JA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6830343355(NAD 83)
 JA0255
 JA0255                          SUPERSEDED SURVEY CONTROL
 JA0255
 JA0255  NGVD 29 (??/??/92)  198.770  (m)          652.13   (f) ADJ UNCH    1 2
 JA0255
 JA0255.Superseded values are not recommended for survey control.
 JA0255
 JA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0255.See file dsdata.pdf to determine how the superseded data were derived.
 JA0255
 JA0255_MARKER: DB = BENCH MARK DISK
 JA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0255_STAMPING: K 56 1934
 JA0255_MARK LOGO: CGS
 JA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0255+STABILITY: SURFACE MOTION
 JA0255
 JA0255  HISTORY     - Date     Condition        Report By
 JA0255  HISTORY     - 1934     MONUMENTED       CGS
 JA0255  HISTORY     - 1965     GOOD             CGS
 JA0255  HISTORY     - 1976     POOR             LOCSUR
 JA0255  HISTORY     - 20130717 MARK NOT FOUND   INDOT
 JA0255
 JA0255                          STATION DESCRIPTION
 JA0255
 JA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0255'AT DE PAUW.
 JA0255'AT DE PAUW, ABOUT 0.1 MILE WEST OF THE CROSSING OF THE SOUTHERN
 JA0255'RAILROAD AND STATE ROAD 337, 65 FEET SOUTH AND ACROSS A PAVED
 JA0255'STREET FROM THE SOUTHWEST CORNER OF ELMER LYNCHS HOUSE, 47 FEET
 JA0255'SOUTH OF THE CENTER LINE OF THE STREET, 39 FEET NORTH OF THE
 JA0255'NORTH RAIL OF THE MAIN TRACK OF THE SOUTHERN RAILROAD, 26 FEET
 JA0255'NORTH OF THE NORTH RAIL OF A SIDE TRACK, 1 1/2 FEET SOUTH OF A
 JA0255'TELEGRAPH POLE, ABOUT LEVEL WITH THE RAILS, SET IN THE TOP OF A
 JA0255'CONCRETE POST PROJECTING 4 INCHES.
 JA0255
 JA0255                          STATION RECOVERY (1976)
 JA0255
 JA0255'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JA0255'MARK RECOVERED IN POOR CONDITION.
 JA0255
 JA0255                          STATION RECOVERY (2013)
 JA0255
 JA0255'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0255'MARK NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0587 ***********************************************************************
 JA0587  DESIGNATION -  K 57
 JA0587  PID         -  JA0587
 JA0587  STATE/COUNTY-  IN/DUBOIS
 JA0587  COUNTRY     -  US
 JA0587  USGS QUAD   -  HUNTINGBURG (2019)
 JA0587
 JA0587                         *CURRENT SURVEY CONTROL
 JA0587  ______________________________________________________________________
 JA0587* NAD 83(1986) POSITION- 38 18 37.95   (N) 086 58 45.99   (W)   HD_HELD1
 JA0587* NAVD 88 ORTHO HEIGHT -   138.688 (meters)      455.01  (feet) ADJUSTED
 JA0587  ______________________________________________________________________
 JA0587  GEOID HEIGHT    -        -32.248 (meters)                     GEOID18
 JA0587  DYNAMIC HEIGHT  -        138.595 (meters)      454.71  (feet) COMP
 JA0587  MODELED GRAVITY -    979,958.8   (mgal)                       NAVD 88
 JA0587
 JA0587  VERT ORDER      -  FIRST     CLASS II
 JA0587
 JA0587.The horizontal coordinates were determined by differentially corrected
 JA0587.hand held GPS observations or other comparable positioning techniques
 JA0587.and have an estimated accuracy of +/- 3 meters.
 JA0587
 JA0587.The orthometric height was determined by differential leveling and
 JA0587.adjusted by the NATIONAL GEODETIC SURVEY
 JA0587.in June 1991.
 JA0587
 JA0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0587.GEOID18 height accuracy estimate available here.
 JA0587
 JA0587.Click photographs - Photos may exist for this station.
 JA0587
 JA0587.The dynamic height is computed by dividing the NAVD 88
 JA0587.geopotential number by the normal gravity value computed on the
 JA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0587.degrees latitude (g = 980.6199 gals.).
 JA0587
 JA0587.The modeled gravity was interpolated from observed gravity values.
 JA0587
 JA0587;                    North         East    Units  Estimated Accuracy
 JA0587;SPC IN W     -   339,967.9     909,086.1     MT  (+/- 3 meters HH1 GPS) 
 JA0587
 JA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0179740271(NAD 83)
 JA0587
 JA0587                          SUPERSEDED SURVEY CONTROL
 JA0587
 JA0587  NGVD 29 (??/??/92)  138.796  (m)          455.37   (f) ADJ UNCH    1 2
 JA0587
 JA0587.Superseded values are not recommended for survey control.
 JA0587
 JA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0587.See file dsdata.pdf to determine how the superseded data were derived.
 JA0587
 JA0587_MARKER: DB = BENCH MARK DISK
 JA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0587_STAMPING: K 57 1934
 JA0587_MARK LOGO: CGS
 JA0587_PROJECTION: RECESSED 28 CENTIMETERS
 JA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0587+STABILITY: SURFACE MOTION
 JA0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0587+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2015
 JA0587
 JA0587  HISTORY     - Date     Condition        Report By
 JA0587  HISTORY     - 1934     MONUMENTED       CGS
 JA0587  HISTORY     - 1965     GOOD             CGS
 JA0587  HISTORY     - 20150117 GOOD             GEOCAC
 JA0587
 JA0587                          STATION DESCRIPTION
 JA0587
 JA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0587'1.8 MI WNW FROM HUNTINGBURG.
 JA0587'ABOUT 1.8 MILES WEST-NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 JA0587'THE CITY POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG,
 JA0587'IN SECTION 28, R 2 S, R 5 W, 7 3/4 POLES OR 0.2 MILE SOUTHEAST OF
 JA0587'MILEPOST 197, 48 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 JA0587'A GRAVELED ROAD AND THE RAILROAD, 29 FEET SOUTHWEST OF THE
 JA0587'SOUTHWEST RAIL, 40 FEET EAST AND ACROSS THE GRAVELED ROAD FROM
 JA0587'TELEPHONE POLE NUMBER 4, 2 FEET NORTH OF A FENCE, 21 FEET EAST
 JA0587'OF THE CENTER LINE OF THE ROAD, 0.5 FOOT NORTH OF A METAL WITNESS
 JA0587'POST, 3 1/2 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP
 JA0587'OF A CONCRETE POST WHICH IS 11 INCHES BELOW THE SURFACE OF THE
 JA0587'GROUND.
 JA0587
 JA0587                          STATION RECOVERY (2015)
 JA0587
 JA0587'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA0587'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1054 ***********************************************************************
 JA1054  DESIGNATION -  K 59
 JA1054  PID         -  JA1054
 JA1054  STATE/COUNTY-  IN/GIBSON
 JA1054  COUNTRY     -  US
 JA1054  USGS QUAD   -  ELBERFELD (2019)
 JA1054
 JA1054                         *CURRENT SURVEY CONTROL
 JA1054  ______________________________________________________________________
 JA1054* NAD 83(1986) POSITION- 38 13 28.     (N) 087 24 29.     (W)   SCALED
 JA1054* NAVD 88 ORTHO HEIGHT -   126.209 (meters)      414.07  (feet) ADJUSTED
 JA1054  ______________________________________________________________________
 JA1054  GEOID HEIGHT    -        -31.527 (meters)                     GEOID18
 JA1054  DYNAMIC HEIGHT  -        126.125 (meters)      413.80  (feet) COMP
 JA1054  MODELED GRAVITY -    979,956.2   (mgal)                       NAVD 88
 JA1054
 JA1054  VERT ORDER      -  SECOND    CLASS 0
 JA1054
 JA1054.The horizontal coordinates were scaled from a map and have
 JA1054.an estimated accuracy of +/- 6 seconds.
 JA1054
 JA1054.The orthometric height was determined by differential leveling and
 JA1054.adjusted by the NATIONAL GEODETIC SURVEY
 JA1054.in June 1991.
 JA1054
 JA1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1054.GEOID18 height accuracy estimate available here.
 JA1054
 JA1054.Click photographs - Photos may exist for this station.
 JA1054
 JA1054.The dynamic height is computed by dividing the NAVD 88
 JA1054.geopotential number by the normal gravity value computed on the
 JA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1054.degrees latitude (g = 980.6199 gals.).
 JA1054
 JA1054.The modeled gravity was interpolated from observed gravity values.
 JA1054
 JA1054;                    North         East    Units  Estimated Accuracy
 JA1054;SPC IN W     -   330,460.      871,570.      MT  (+/- 180 meters Scaled)
 JA1054
 JA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH642307(NAD 83)
 JA1054
 JA1054                          SUPERSEDED SURVEY CONTROL
 JA1054
 JA1054  NGVD 29 (??/??/92)  126.314  (m)          414.42   (f) ADJ UNCH    2 0
 JA1054
 JA1054.Superseded values are not recommended for survey control.
 JA1054
 JA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1054.See file dsdata.pdf to determine how the superseded data were derived.
 JA1054
 JA1054_MARKER: DB = BENCH MARK DISK
 JA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1054_STAMPING: K 59 1934
 JA1054_MARK LOGO: CGS
 JA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1054+STABILITY: SURFACE MOTION
 JA1054
 JA1054  HISTORY     - Date     Condition        Report By
 JA1054  HISTORY     - 1934     MONUMENTED       CGS
 JA1054  HISTORY     - 1965     GOOD             CGS
 JA1054
 JA1054                          STATION DESCRIPTION
 JA1054
 JA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1054'AT BUCKSKIN.
 JA1054'AT BUCKSKIN, GIBSON COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 JA1054'AND ST. LOUIS RAILWAY, 58.5 FEET SOUTHWEST OF THE SOUTHWEST SIDE
 JA1054'OF THE STATION, 160 YARDS NORTHEAST ACROSS THE TRACK FROM
 JA1054'MILEPOST 118, IN THE SOUTHWEST ANGLE OF THE CROSSING OF STATE
 JA1054'HIGHWAY 57, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JA1054'22 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET SOUTHEAST OF A
 JA1054'FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 JA1054'DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0972 ***********************************************************************
 ME0972  DESIGNATION -  K 6
 ME0972  PID         -  ME0972
 ME0972  STATE/COUNTY-  IN/LAKE
 ME0972  COUNTRY     -  US
 ME0972  USGS QUAD   -  PORTAGE (2019)
 ME0972
 ME0972                         *CURRENT SURVEY CONTROL
 ME0972  ______________________________________________________________________
 ME0972* NAD 83(1986) POSITION- 41 32 03.60   (N) 087 14 49.98   (W)   HD_HELD1
 ME0972* NAVD 88 ORTHO HEIGHT -   190.089 (meters)      623.65  (feet) ADJUSTED
 ME0972  ______________________________________________________________________
 ME0972  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 ME0972  DYNAMIC HEIGHT  -        190.017 (meters)      623.41  (feet) COMP
 ME0972  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 ME0972
 ME0972  VERT ORDER      -  FIRST     CLASS I
 ME0972
 ME0972.The horizontal coordinates were determined by differentially corrected
 ME0972.hand held GPS observations or other comparable positioning techniques
 ME0972.and have an estimated accuracy of +/- 3 meters.
 ME0972
 ME0972.The orthometric height was determined by differential leveling and
 ME0972.adjusted by the NATIONAL GEODETIC SURVEY
 ME0972.in June 1991.
 ME0972
 ME0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0972.GEOID18 height accuracy estimate available here.
 ME0972
 ME0972.Click photographs - Photos may exist for this station.
 ME0972
 ME0972.The dynamic height is computed by dividing the NAVD 88
 ME0972.geopotential number by the normal gravity value computed on the
 ME0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0972.degrees latitude (g = 980.6199 gals.).
 ME0972
 ME0972.The modeled gravity was interpolated from observed gravity values.
 ME0972
 ME0972;                    North         East    Units  Estimated Accuracy
 ME0972;SPC IN W     -   697,911.8     886,324.1     MT  (+/- 3 meters HH1 GPS) 
 ME0972
 ME0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7937798105(NAD 83)
 ME0972
 ME0972                          SUPERSEDED SURVEY CONTROL
 ME0972
 ME0972  NGVD 29 (01/19/93)  190.180  (m)          623.95   (f) ADJUSTED    1 1
 ME0972  NGVD 29 (??/??/92)  190.180  (m)          623.95   (f) SUPERSEDED  1 1
 ME0972
 ME0972.Superseded values are not recommended for survey control.
 ME0972
 ME0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0972.See file dsdata.pdf to determine how the superseded data were derived.
 ME0972
 ME0972_MARKER: DB = BENCH MARK DISK
 ME0972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0972_SP_SET: STEP
 ME0972_STAMPING: K 6 ELEV 623.949 FT
 ME0972_MARK LOGO: CGS
 ME0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0972+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2009
 ME0972
 ME0972  HISTORY     - Date     Condition        Report By
 ME0972  HISTORY     - 1916     MONUMENTED       CGS
 ME0972  HISTORY     - 1968     GOOD             CGS
 ME0972  HISTORY     - 1972     GOOD             BRADY
 ME0972  HISTORY     - 19920906 GOOD             NGS
 ME0972  HISTORY     - 20091207 GOOD             INDIV
 ME0972
 ME0972                          STATION DESCRIPTION
 ME0972
 ME0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0972'AT HOBART.
 ME0972'AT HOBART, AT THE PENN CENTRAL RAILROAD STATION, SET ON THE TOP
 ME0972'OF THE SOUTHEAST END OF THE STONE STEP AT THE SOUTHWEST ENTRANCE
 ME0972'TO THE WAITING ROOM, 35.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 ME0972'OF THE NORTHEAST TRACK, 29.0 FEET NORTHWEST OF THE SOUTH CORNER
 ME0972'OF THE STATION AND 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 ME0972'SEC 32, T 36 N, R 7 W.
 ME0972
 ME0972                          STATION RECOVERY (1972)
 ME0972
 ME0972'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME0972'RECOVERED IN GOOD CONDITION.
 ME0972
 ME0972                          STATION RECOVERY (1992)
 ME0972
 ME0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0972'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0972'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0972'THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, IN
 ME0972'TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 ME0972'CONCRETE STEP AT THE SOUTHWEST ENTRANCE TO THE RAILROAD STATION, 14.7
 ME0972'M (48.2 FT) NORTHEAST OF THE NEAR RAIL, 8.8 M (28.9 FT) NORTHWEST OF
 ME0972'THE SOUTH CORNER OF THE BUILDING, 4.0 M (13.1 FT) NORTHEAST OF A
 ME0972'CHAIN-LINK FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE TRACK, AND
 ME0972'0.2 M (0.7 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 ME0972
 ME0972                          STATION RECOVERY (2009)
 ME0972
 ME0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (SRK)
 ME0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1777 ***********************************************************************
 JZ1777  DESIGNATION -  K 6
 JZ1777  PID         -  JZ1777
 JZ1777  STATE/COUNTY-  IN/FAYETTE
 JZ1777  COUNTRY     -  US
 JZ1777  USGS QUAD   -  ALPINE (2019)
 JZ1777
 JZ1777                         *CURRENT SURVEY CONTROL
 JZ1777  ______________________________________________________________________
 JZ1777* NAD 83(1986) POSITION- 39 34 46.     (N) 085 09 28.     (W)   SCALED
 JZ1777* NAVD 88 ORTHO HEIGHT -   235.596 (meters)      772.95  (feet) ADJUSTED
 JZ1777  ______________________________________________________________________
 JZ1777  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 JZ1777  DYNAMIC HEIGHT  -        235.454 (meters)      772.49  (feet) COMP
 JZ1777  MODELED GRAVITY -    980,018.4   (mgal)                       NAVD 88
 JZ1777
 JZ1777  VERT ORDER      -  SECOND    CLASS 0
 JZ1777
 JZ1777.The horizontal coordinates were scaled from a map and have
 JZ1777.an estimated accuracy of +/- 6 seconds.
 JZ1777
 JZ1777.The orthometric height was determined by differential leveling and
 JZ1777.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1777.in June 1991.
 JZ1777
 JZ1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1777.GEOID18 height accuracy estimate available here.
 JZ1777
 JZ1777.Click photographs - Photos may exist for this station.
 JZ1777
 JZ1777.The dynamic height is computed by dividing the NAVD 88
 JZ1777.geopotential number by the normal gravity value computed on the
 JZ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1777.degrees latitude (g = 980.6199 gals.).
 JZ1777
 JZ1777.The modeled gravity was interpolated from observed gravity values.
 JZ1777
 JZ1777;                    North         East    Units  Estimated Accuracy
 JZ1777;SPC IN E     -   480,950.      143,720.      MT  (+/- 180 meters Scaled)
 JZ1777
 JZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ582827(NAD 83)
 JZ1777
 JZ1777                          SUPERSEDED SURVEY CONTROL
 JZ1777
 JZ1777  NGVD 29 (??/??/92)  235.741  (m)          773.43   (f) ADJ UNCH    2 0
 JZ1777
 JZ1777.Superseded values are not recommended for survey control.
 JZ1777
 JZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1777.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1777
 JZ1777_MARKER: DD = SURVEY DISK
 JZ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1777_STAMPING: K 6 1928
 JZ1777_MARK LOGO: USGS
 JZ1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1777+STABILITY: SURFACE MOTION
 JZ1777
 JZ1777  HISTORY     - Date     Condition        Report By
 JZ1777  HISTORY     - 1928     MONUMENTED       USGS
 JZ1777  HISTORY     - 1947     GOOD             CGS
 JZ1777
 JZ1777                          STATION DESCRIPTION
 JZ1777
 JZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1777'AT NULLTOWN.
 JZ1777'AT NULLTOWN, 152 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 JZ1777'121, ON THE EAST SIDE OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ1777'ST. LOUIS RAILWAY TRACKS, 19.5 FEET EAST OF THE EAST RAIL OF THE
 JZ1777'MAIN TRACK, 7 FEET NORTH OF THE NORTHWEST CORNER OF A GRAIL
 JZ1777'ELEVATOR, 3 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL CONCRETE
 JZ1777'BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1777'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ1777'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1684 ***********************************************************************
 HZ1684  DESIGNATION -  K 60
 HZ1684  PID         -  HZ1684
 HZ1684  STATE/COUNTY-  IN/SCOTT
 HZ1684  COUNTRY     -  US
 HZ1684  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ1684
 HZ1684                         *CURRENT SURVEY CONTROL
 HZ1684  ______________________________________________________________________
 HZ1684* NAD 83(1986) POSITION- 38 46 14.9    (N) 085 49 26.5    (W)   HD_HELD2
 HZ1684* NAVD 88 ORTHO HEIGHT -   166.756 (meters)      547.10  (feet) ADJUSTED
 HZ1684  ______________________________________________________________________
 HZ1684  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 HZ1684  DYNAMIC HEIGHT  -        166.648 (meters)      546.74  (feet) COMP
 HZ1684  MODELED GRAVITY -    979,979.9   (mgal)                       NAVD 88
 HZ1684
 HZ1684  VERT ORDER      -  SECOND    CLASS 0
 HZ1684
 HZ1684.The horizontal coordinates were established by autonomous hand held GPS
 HZ1684.observations and have an estimated accuracy of +/- 10 meters.
 HZ1684
 HZ1684.The orthometric height was determined by differential leveling and
 HZ1684.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1684.in June 1991.
 HZ1684
 HZ1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1684.GEOID18 height accuracy estimate available here.
 HZ1684
 HZ1684.Click photographs - Photos may exist for this station.
 HZ1684
 HZ1684.The dynamic height is computed by dividing the NAVD 88
 HZ1684.geopotential number by the normal gravity value computed on the
 HZ1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1684.degrees latitude (g = 980.6199 gals.).
 HZ1684
 HZ1684.The modeled gravity was interpolated from observed gravity values.
 HZ1684
 HZ1684;                    North         East    Units  Estimated Accuracy
 HZ1684;SPC IN E     -   391,065.       86,325.      MT  (+/- 10 meters HH2 GPS)
 HZ1684
 HZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0215891999(NAD 83)
 HZ1684
 HZ1684                          SUPERSEDED SURVEY CONTROL
 HZ1684
 HZ1684  NGVD 29 (??/??/92)  166.882  (m)          547.51   (f) ADJ UNCH    2 0
 HZ1684
 HZ1684.Superseded values are not recommended for survey control.
 HZ1684
 HZ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1684.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1684
 HZ1684_MARKER: DB = BENCH MARK DISK
 HZ1684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1684_SP_SET: BRIDGE ABUTMENT
 HZ1684_STAMPING: K 60 1934
 HZ1684_MARK LOGO: CGS
 HZ1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1684+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2016
 HZ1684
 HZ1684  HISTORY     - Date     Condition        Report By
 HZ1684  HISTORY     - 1934     MONUMENTED       CGS
 HZ1684  HISTORY     - 19860730 GOOD             NGS
 HZ1684  HISTORY     - 20151203 GOOD             INDOT
 HZ1684  HISTORY     - 20160526 GOOD             INDOT
 HZ1684
 HZ1684                          STATION DESCRIPTION
 HZ1684
 HZ1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1684'2.1 MI S FROM CROTHERSVILLE.
 HZ1684'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1684'STATION AT CROTHERSVILLE, JACKSON COUNTY, 0.4 MILE NORTH OF
 HZ1684'MILEPOST 73, AT TRESTLE NO. 72/58 OVER MUSCATATUCK RIVER, IN
 HZ1684'THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 7.6 FEET EAST OF
 HZ1684'THE EAST RAIL, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 HZ1684'DISK, STAMPED K 60 1934.
 HZ1684
 HZ1684                          STATION RECOVERY (1986)
 HZ1684
 HZ1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HZ1684'FROM THE JUNCTION OF E. HOWARD STREET AND U.S. HIGHWAY 31 IN THE
 HZ1684'CENTER OF CROTHERSVILLE, GO SOUTHEAST ON HIGHWAY 31 FOR 1.2 MILES
 HZ1684'(1.9 KM) TO THE JUNCTION OF INTERSTATE HIGHWAY 65, CONTINUE SOUTHEAST
 HZ1684'ON HIGHWAY 31 FOR 0.6 MILES (1.0 KM) TO A SIDE ROAD RIGHT JUST BEFORE
 HZ1684'CROSSING BRIDGE OVER MUSCATATUCK RIVER, TURN RIGHT AND GO WESTERLY
 HZ1684'FOR 0.05 MILE (0.08 KM) TO RAILROAD TRACKS.  CROSSOVER TRACKS AND
 HZ1684'BEAR LEFT SOUTHERLY FOR 0.1 MILE (0.2 KM) TO WHERE ROAD CURVES BACK
 HZ1684'TOWARD THE WEST, CONTINUE STRAIGHT AHEAD ACROSS FIELD FOR 0.1 MILE
 HZ1684'(0.2 KM) TO OLD BRIDGE ABUTMENT ON RIGHT AND BRIDGE NUMBER 72/58 ON
 HZ1684'LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP BANK FOR
 HZ1684'ABOUT 75 FEET (22.9 M) TO THE EAST END OF THE NORTH ABUTMENT OF
 HZ1684'RAILROAD BRIDGE AND MARK.
 HZ1684
 HZ1684                          STATION RECOVERY (2015)
 HZ1684
 HZ1684'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 HZ1684'RECOVERED AS DESCRIBED.
 HZ1684'
 HZ1684'NOTE--K 60 RESET WAS ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE
 HZ1684'FROM RAILROAD INTERFERENCE.
 HZ1684
 HZ1684                          STATION RECOVERY (2016)
 HZ1684
 HZ1684'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 HZ1684'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ3004 ***********************************************************************
 DQ3004  DESIGNATION -  K 60 RESET
 DQ3004  PID         -  DQ3004
 DQ3004  STATE/COUNTY-  IN/JACKSON
 DQ3004  COUNTRY     -  US
 DQ3004  USGS QUAD   -  CROTHERSVILLE (2019)
 DQ3004
 DQ3004                         *CURRENT SURVEY CONTROL
 DQ3004  ______________________________________________________________________
 DQ3004* NAD 83(2011) POSITION- 38 46 21.95667(N) 085 49 26.17471(W)   ADJUSTED
 DQ3004* NAD 83(2011) ELLIP HT-   133.180 (meters)        (10/06/17)   ADJUSTED
 DQ3004* NAD 83(2011) EPOCH   -  2010.00
 DQ3004* NAVD 88 ORTHO HEIGHT -   167.05  (meters)      548.1   (feet) RESET
 DQ3004  ______________________________________________________________________
 DQ3004  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DQ3004  NAD 83(2011) X  -    362,597.858 (meters)                     COMP
 DQ3004  NAD 83(2011) Y  - -4,966,047.494 (meters)                     COMP
 DQ3004  NAD 83(2011) Z  -  3,972,764.690 (meters)                     COMP
 DQ3004  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 DQ3004  VERT ORDER      -  THIRD
 DQ3004
 DQ3004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3004  Standards:
 DQ3004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3004  -------------------------------------------------------------------
 DQ3004  NETWORK    0.50   1.23           0.22   0.19   0.63      0.04724490
 DQ3004  -------------------------------------------------------------------
 DQ3004  Click here for local accuracies and other accuracy information.
 DQ3004
 DQ3004.The horizontal coordinates were established by GPS observations
 DQ3004.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ3004
 DQ3004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3004.been affixed to the stable North American tectonic plate. See 
 DQ3004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3004
 DQ3004.The horizontal coordinates are valid at the epoch date displayed above
 DQ3004.which is a decimal equivalence of Year/Month/Day.
 DQ3004
 DQ3004.The orthometric height was computed from unverified reset data.
 DQ3004
 DQ3004.No vertical observational check was made to the station.
 DQ3004
 DQ3004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3004.GEOID18 height accuracy estimate available here.
 DQ3004
 DQ3004.Click photographs - Photos may exist for this station.
 DQ3004
 DQ3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3004
 DQ3004.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3004
 DQ3004.The ellipsoidal height was determined by GPS observations
 DQ3004.and is referenced to NAD 83.
 DQ3004
 DQ3004. The following values were computed from the NAD 83(2011) position.
 DQ3004
 DQ3004;                    North         East     Units Scale Factor Converg.
 DQ3004;SPC IN E     -   391,282.851    86,333.183   MT  0.99996897   -0 05 54.6
 DQ3004;SPC IN E     - 1,283,733.82    283,244.78   sFT  0.99996897   -0 05 54.6
 DQ3004;UTM  16      - 4,292,217.312   602,163.815   MT  0.99972853   +0 44 11.6
 DQ3004
 DQ3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3004!SPC IN E     -   0.99997910  x   0.99996897  =   0.99994808
 DQ3004!UTM  16      -   0.99997910  x   0.99972853  =   0.99970764
 DQ3004
 DQ3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0216392217(NAD 83)
 DQ3004
 DQ3004                          SUPERSEDED SURVEY CONTROL
 DQ3004
 DQ3004.No superseded survey control is available for this station.
 DQ3004
 DQ3004_MARKER: F = FLANGE-ENCASED ROD
 DQ3004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ3004_STAMPING: K 60 RESET 2016
 DQ3004_MARK LOGO: NONE
 DQ3004_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3004_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ3004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3004+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2016
 DQ3004_ROD/PIPE-DEPTH: 7.6 meters
 DQ3004_SLEEVE-DEPTH  : 0.9 meters
 DQ3004
 DQ3004  HISTORY     - Date     Condition        Report By
 DQ3004  HISTORY     - 20160229 MONUMENTED       INDOT
 DQ3004
 DQ3004                          STATION DESCRIPTION
 DQ3004
 DQ3004'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ3004'THE STATION IS A ROD MARK LOCATED ABOUT 6.7 MI (10.8 KM)
 DQ3004'NORTH-NORTHWEST OF SCOTTSBURG, 6.5 MI (10.5 KM) NORTHEAST OF LITTLE
 DQ3004'YORK AND 2.1 MI (3.4 KM) SOUTH-SOUTHEAST OF CROTHERSVILLE.  SET IN
 DQ3004'ROAD RIGHT-OF-WAY.
 DQ3004'
 DQ3004'TO REACH FROM THE INTERSECTION OF US HIGHWAY 31 AND I-65, TRAVEL
 DQ3004'SOUTH-SOUTHEAST 0.61 MI (0.98 KM) ON US HIGHWAY 31, STATION IS LOCATED
 DQ3004'ON THE LEFT (EAST) SIDE OF THE ROAD.
 DQ3004'
 DQ3004'THE STATION IS FOUND 246.8 FT (75.2 M) SOUTHEAST FROM THE CENTER OF A
 DQ3004'POWER POLE, 92.3 FT (28.1 M) WEST FROM THE CENTER OF A POWER POLE, 35
 DQ3004'FT (10.7 M) EAST OF THE CENTERLINE OF THE ROAD NEAR THE TOP OF THE
 DQ3004'BANK AND JUST NORTHWEST OF A TURN OFF TO A GATE, FOUND WITHIN A
 DQ3004'CEMENTED CASING WITH LOGO CAP FLUSH WITH THE GROUND AND APPROXIMATELY
 DQ3004'1 FT (0.3 M) BELOW THE LEVEL OF THE ROAD.  ACCESS TO DATUM POINT IS
 DQ3004'HAD THROUGH THIS 6-INCH (15 CM) LOGO CAP.
 DQ3004'
 DQ3004'NOTE-K 60 RESET WAS ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE
 DQ3004'FROM RAILROAD INTERFERENCE.  K 60 IS NOT BEING REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0039 ***********************************************************************
 KA0039  DESIGNATION -  K 61
 KA0039  PID         -  KA0039
 KA0039  STATE/COUNTY-  IN/HENDRICKS
 KA0039  COUNTRY     -  US
 KA0039  USGS QUAD   -  PLAINFIELD (2019)
 KA0039
 KA0039                         *CURRENT SURVEY CONTROL
 KA0039  ______________________________________________________________________
 KA0039* NAD 83(1986) POSITION- 39 42 05.6    (N) 086 24 08.8    (W)   HD_HELD2
 KA0039* NAVD 88 ORTHO HEIGHT -   223.019 (meters)      731.69  (feet) ADJUSTED
 KA0039  ______________________________________________________________________
 KA0039  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 KA0039  DYNAMIC HEIGHT  -        222.899 (meters)      731.29  (feet) COMP
 KA0039  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 KA0039
 KA0039  VERT ORDER      -  SECOND    CLASS 0
 KA0039
 KA0039.The horizontal coordinates were established by autonomous hand held GPS
 KA0039.observations and have an estimated accuracy of +/- 10 meters.
 KA0039
 KA0039.The orthometric height was determined by differential leveling and
 KA0039.adjusted by the NATIONAL GEODETIC SURVEY
 KA0039.in June 1991.
 KA0039
 KA0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0039.GEOID18 height accuracy estimate available here.
 KA0039
 KA0039.Click photographs - Photos may exist for this station.
 KA0039
 KA0039.The dynamic height is computed by dividing the NAVD 88
 KA0039.geopotential number by the normal gravity value computed on the
 KA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0039.degrees latitude (g = 980.6199 gals.).
 KA0039
 KA0039.The modeled gravity was interpolated from observed gravity values.
 KA0039
 KA0039;                    North         East    Units  Estimated Accuracy
 KA0039;SPC IN W     -   494,604.      958,394.      MT  (+/- 10 meters HH2 GPS)
 KA0039
 KA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5122894804(NAD 83)
 KA0039
 KA0039                          SUPERSEDED SURVEY CONTROL
 KA0039
 KA0039  NGVD 29 (??/??/92)  223.134  (m)          732.07   (f) ADJ UNCH    2 0
 KA0039
 KA0039.Superseded values are not recommended for survey control.
 KA0039
 KA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0039.See file dsdata.pdf to determine how the superseded data were derived.
 KA0039
 KA0039_MARKER: DB = BENCH MARK DISK
 KA0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0039_SP_SET: BUILDING
 KA0039_STAMPING: K 61 1946
 KA0039_MARK LOGO: CGS
 KA0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0039
 KA0039  HISTORY     - Date     Condition        Report By
 KA0039  HISTORY     - 1946     MONUMENTED       CGS
 KA0039
 KA0039                          STATION DESCRIPTION
 KA0039
 KA0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0039'AT PLAINFIELD.
 KA0039'AT PLAINFIELD, AT THE INTERSECTION OF SOUTH CENTER STREET AND
 KA0039'FREMONT STREET, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 KA0039'CORNER OF THE FRIENDLY FOLKS METHODIST CHURCH, 1.1 FOOT NORTH OF
 KA0039'THE CORNER AND 4.2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 KA0039'DISK, STAMPED K 61 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0624 ***********************************************************************
 KA0624  DESIGNATION -  K 62
 KA0624  PID         -  KA0624
 KA0624  STATE/COUNTY-  IN/PUTNAM
 KA0624  COUNTRY     -  US
 KA0624  USGS QUAD   -  EMINENCE (2019)
 KA0624
 KA0624                         *CURRENT SURVEY CONTROL
 KA0624  ______________________________________________________________________
 KA0624* NAD 83(1986) POSITION- 39 36 45.7    (N) 086 43 13.0    (W)   HD_HELD2
 KA0624* NAVD 88 ORTHO HEIGHT -   255.945 (meters)      839.71  (feet) ADJUSTED
 KA0624  ______________________________________________________________________
 KA0624  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 KA0624  DYNAMIC HEIGHT  -        255.799 (meters)      839.23  (feet) COMP
 KA0624  MODELED GRAVITY -    980,053.0   (mgal)                       NAVD 88
 KA0624
 KA0624  VERT ORDER      -  FIRST     CLASS II
 KA0624
 KA0624.The horizontal coordinates were established by autonomous hand held GPS
 KA0624.observations and have an estimated accuracy of +/- 10 meters.
 KA0624
 KA0624.The orthometric height was determined by differential leveling and
 KA0624.adjusted by the NATIONAL GEODETIC SURVEY
 KA0624.in June 1991.
 KA0624
 KA0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0624.GEOID18 height accuracy estimate available here.
 KA0624
 KA0624.Click photographs - Photos may exist for this station.
 KA0624
 KA0624.The dynamic height is computed by dividing the NAVD 88
 KA0624.geopotential number by the normal gravity value computed on the
 KA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0624.degrees latitude (g = 980.6199 gals.).
 KA0624
 KA0624.The modeled gravity was interpolated from observed gravity values.
 KA0624
 KA0624;                    North         East    Units  Estimated Accuracy
 KA0624;SPC IN W     -   484,579.      931,176.      MT  (+/- 10 meters HH2 GPS)
 KA0624
 KA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2401184808(NAD 83)
 KA0624
 KA0624                          SUPERSEDED SURVEY CONTROL
 KA0624
 KA0624  NGVD 29 (??/??/92)  256.050  (m)          840.06   (f) ADJ UNCH    1 2
 KA0624
 KA0624.Superseded values are not recommended for survey control.
 KA0624
 KA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0624.See file dsdata.pdf to determine how the superseded data were derived.
 KA0624
 KA0624_MARKER: DB = BENCH MARK DISK
 KA0624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0624_SP_SET: WINGWALL
 KA0624_STAMPING: K 62 1946
 KA0624_MARK LOGO: CGS
 KA0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0624+STABILITY: SURFACE MOTION
 KA0624
 KA0624  HISTORY     - Date     Condition        Report By
 KA0624  HISTORY     - 1946     MONUMENTED       CGS
 KA0624  HISTORY     - 1985     GOOD             NGS
 KA0624  HISTORY     - 20110714 GOOD             GEOCAC
 KA0624
 KA0624                          STATION DESCRIPTION
 KA0624
 KA0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0624'2.1 MI E FROM MOUNT MERIDIAN.
 KA0624'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0624'STORE AND SERVICE STATION AT MOUNT MERIDIAN, AT A BLACK TOP ROAD
 KA0624'CROSSING, SET IN THE TOP OF THE NORTH END OF THE SOUTHWEST WING
 KA0624'WALL OF A 10 FOOT CONCRETE CULVERT, ABOUT 90 FEET EAST OF THE
 KA0624'CENTER LINE OF THE ROAD LEADING SOUTH TO THE VALLEY BAPTIST
 KA0624'CHURCH, 25 FEET SOUTH OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 KA0624'OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK,
 KA0624'STAMPED K 62 1946.
 KA0624
 KA0624                          STATION RECOVERY (1985)
 KA0624
 KA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0624'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.3 KM (13.25
 KA0624'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0624'HIGHWAY 39 IN BELLEVILLE.
 KA0624
 KA0624                          STATION RECOVERY (2011)
 KA0624
 KA0624'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0700 ***********************************************************************
 KA0700  DESIGNATION -  K 63
 KA0700  PID         -  KA0700
 KA0700  STATE/COUNTY-  IN/MORGAN
 KA0700  COUNTRY     -  US
 KA0700  USGS QUAD   -  EMINENCE (2019)
 KA0700
 KA0700                         *CURRENT SURVEY CONTROL
 KA0700  ______________________________________________________________________
 KA0700* NAD 83(1986) POSITION- 39 31 27.98   (N) 086 38 30.89   (W)   HD_HELD1
 KA0700* NAVD 88 ORTHO HEIGHT -   238.286 (meters)      781.78  (feet) ADJUSTED
 KA0700  ______________________________________________________________________
 KA0700  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KA0700  DYNAMIC HEIGHT  -        238.152 (meters)      781.34  (feet) COMP
 KA0700  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 KA0700
 KA0700  VERT ORDER      -  SECOND    CLASS 0
 KA0700
 KA0700.The horizontal coordinates were determined by differentially corrected
 KA0700.hand held GPS observations or other comparable positioning techniques
 KA0700.and have an estimated accuracy of +/- 3 meters.
 KA0700
 KA0700.The orthometric height was determined by differential leveling and
 KA0700.adjusted by the NATIONAL GEODETIC SURVEY
 KA0700.in June 1991.
 KA0700
 KA0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0700.GEOID18 height accuracy estimate available here.
 KA0700
 KA0700.Click photographs - Photos may exist for this station.
 KA0700
 KA0700.The dynamic height is computed by dividing the NAVD 88
 KA0700.geopotential number by the normal gravity value computed on the
 KA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0700.degrees latitude (g = 980.6199 gals.).
 KA0700
 KA0700.The modeled gravity was interpolated from observed gravity values.
 KA0700
 KA0700;                    North         East    Units  Estimated Accuracy
 KA0700;SPC IN W     -   474,810.9     937,953.5     MT  (+/- 3 meters HH1 GPS) 
 KA0700
 KA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3077775037(NAD 83)
 KA0700
 KA0700                          SUPERSEDED SURVEY CONTROL
 KA0700
 KA0700  NGVD 29 (??/??/92)  238.403  (m)          782.16   (f) ADJ UNCH    2 0
 KA0700
 KA0700.Superseded values are not recommended for survey control.
 KA0700
 KA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0700.See file dsdata.pdf to determine how the superseded data were derived.
 KA0700
 KA0700_MARKER: DB = BENCH MARK DISK
 KA0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0700_SP_SET: BUILDING
 KA0700_STAMPING: K 63 1946
 KA0700_MARK LOGO: CGS
 KA0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0700
 KA0700  HISTORY     - Date     Condition        Report By
 KA0700  HISTORY     - 1946     MONUMENTED       CGS
 KA0700
 KA0700                          STATION DESCRIPTION
 KA0700
 KA0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0700'AT EMINENCE.
 KA0700'AT EMINENCE, IN THE HIGH SCHOOL BUILDING, SET VERTICALLY IN THE
 KA0700'NORTH FACE OF THE NORTHEAST CORNER OF THE BRICK BUILDING, 9.0
 KA0700'FEET WEST OF THE NORTHEAST CORNER, 2 FEET WEST OF A WINDOW SILL
 KA0700'OF A BASEMENT WINDOW, AND 4.7 FEET ABOVE THE GROUND.  A STANDARD
 KA0700'DISK, STAMPED K 63 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0316 ***********************************************************************
 KA0316  DESIGNATION -  K 65
 KA0316  PID         -  KA0316
 KA0316  STATE/COUNTY-  IN/MORGAN
 KA0316  COUNTRY     -  US
 KA0316  USGS QUAD   -  MARTINSVILLE (2019)
 KA0316
 KA0316                         *CURRENT SURVEY CONTROL
 KA0316  ______________________________________________________________________
 KA0316* NAD 83(1986) POSITION- 39 25 37.     (N) 086 29 13.     (W)   SCALED
 KA0316* NAVD 88 ORTHO HEIGHT -   198.613 (meters)      651.62  (feet) ADJUSTED
 KA0316  ______________________________________________________________________
 KA0316  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 KA0316  DYNAMIC HEIGHT  -        198.500 (meters)      651.25  (feet) COMP
 KA0316  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 KA0316
 KA0316  VERT ORDER      -  SECOND    CLASS 0
 KA0316
 KA0316.The horizontal coordinates were scaled from a map and have
 KA0316.an estimated accuracy of +/- 6 seconds.
 KA0316
 KA0316.The orthometric height was determined by differential leveling and
 KA0316.adjusted by the NATIONAL GEODETIC SURVEY
 KA0316.in June 1991.
 KA0316
 KA0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0316.GEOID18 height accuracy estimate available here.
 KA0316
 KA0316.Click photographs - Photos may exist for this station.
 KA0316
 KA0316.The dynamic height is computed by dividing the NAVD 88
 KA0316.geopotential number by the normal gravity value computed on the
 KA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0316.degrees latitude (g = 980.6199 gals.).
 KA0316
 KA0316.The modeled gravity was interpolated from observed gravity values.
 KA0316
 KA0316;                    North         East    Units  Estimated Accuracy
 KA0316;SPC IN W     -   464,060.      951,350.      MT  (+/- 180 meters Scaled)
 KA0316
 KA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ441642(NAD 83)
 KA0316
 KA0316                          SUPERSEDED SURVEY CONTROL
 KA0316
 KA0316  NGVD 29 (??/??/92)  198.738  (m)          652.03   (f) ADJ UNCH    2 0
 KA0316
 KA0316.Superseded values are not recommended for survey control.
 KA0316
 KA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0316.See file dsdata.pdf to determine how the superseded data were derived.
 KA0316
 KA0316_MARKER: DB = BENCH MARK DISK
 KA0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0316_STAMPING: K 65 1946
 KA0316_MARK LOGO: CGS
 KA0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0316+STABILITY: SURFACE MOTION
 KA0316
 KA0316  HISTORY     - Date     Condition        Report By
 KA0316  HISTORY     - 1946     MONUMENTED       CGS
 KA0316  HISTORY     - 1966     GOOD             LOCENG
 KA0316
 KA0316                          STATION DESCRIPTION
 KA0316
 KA0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0316'3.9 MI NW FROM MARTINSVILLE.
 KA0316'ABOUT 3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0316'STATION AT MARTINSVILLE, THENCE 0.8 MILE NORTHWEST ALONG A GRAVEL
 KA0316'ROAD LEADING TO WAKELAND, 25 FEET SOUTHWEST OF THE CENTER LINE
 KA0316'OF THE ROAD, 11 FEET NORTHWEST OF A 15-INCH ELM TREE, 9 FEET EAST
 KA0316'OF A SOUTHEAST GATE POST AT THE ENTRANCE TO A BARN LOT ON THE
 KA0316'SOUTHWEST SIDE OF THE ROAD, 22 FEET SOUTHEAST OF THE EAST CORNER
 KA0316'OF A LEAN-TO SHED ON A LOG BARN, 1 FOOT EAST OF A WHITE WOODEN
 KA0316'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.  A
 KA0316'STANDARD DISK, STAMPED K 65 1946 AND SET IN THE TOP OF A CONCRETE
 KA0316'POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- ELM TREE AND
 KA0316'WITNESS POST NO LONGER THERE.
 KA0316
 KA0316                          STATION RECOVERY (1966)
 KA0316
 KA0316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KA0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1242 ***********************************************************************
 KA1242  DESIGNATION -  K 66
 KA1242  PID         -  KA1242
 KA1242  STATE/COUNTY-  IN/VIGO
 KA1242  COUNTRY     -  US
 KA1242  USGS QUAD   -  TERRE HAUTE (2019)
 KA1242
 KA1242                         *CURRENT SURVEY CONTROL
 KA1242  ______________________________________________________________________
 KA1242* NAD 83(1986) POSITION- 39 27 59.61   (N) 087 24 09.34   (W)   HD_HELD1
 KA1242* NAVD 88 ORTHO HEIGHT -   149.971 (meters)      492.03  (feet) ADJUSTED
 KA1242  ______________________________________________________________________
 KA1242  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 KA1242  DYNAMIC HEIGHT  -        149.886 (meters)      491.75  (feet) COMP
 KA1242  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA1242
 KA1242  VERT ORDER      -  FIRST     CLASS II
 KA1242
 KA1242.The horizontal coordinates were determined by differentially corrected
 KA1242.hand held GPS observations or other comparable positioning techniques
 KA1242.and have an estimated accuracy of +/- 3 meters.
 KA1242
 KA1242.The orthometric height was determined by differential leveling and
 KA1242.adjusted by the NATIONAL GEODETIC SURVEY
 KA1242.in June 1991.
 KA1242
 KA1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1242.GEOID18 height accuracy estimate available here.
 KA1242
 KA1242.Click photographs - Photos may exist for this station.
 KA1242
 KA1242.The dynamic height is computed by dividing the NAVD 88
 KA1242.geopotential number by the normal gravity value computed on the
 KA1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1242.degrees latitude (g = 980.6199 gals.).
 KA1242
 KA1242.The modeled gravity was interpolated from observed gravity values.
 KA1242
 KA1242;                    North         East    Units  Estimated Accuracy
 KA1242;SPC IN W     -   468,340.5     872,527.0     MT  (+/- 3 meters HH1 GPS) 
 KA1242
 KA1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6536868630(NAD 83)
 KA1242
 KA1242                          SUPERSEDED SURVEY CONTROL
 KA1242
 KA1242  NGVD 29 (??/??/92)  150.077  (m)          492.38   (f) ADJ UNCH    1 2
 KA1242
 KA1242.Superseded values are not recommended for survey control.
 KA1242
 KA1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1242.See file dsdata.pdf to determine how the superseded data were derived.
 KA1242
 KA1242_MARKER: DB = BENCH MARK DISK
 KA1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1242_STAMPING: K 66 1946
 KA1242_MARK LOGO: CGS
 KA1242_PROJECTION: FLUSH
 KA1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1242+STABILITY: SURFACE MOTION
 KA1242
 KA1242  HISTORY     - Date     Condition        Report By
 KA1242  HISTORY     - 1946     MONUMENTED       CGS
 KA1242  HISTORY     - 1985     GOOD             NGS
 KA1242  HISTORY     - 19900428 GOOD             USPSQD
 KA1242  HISTORY     - 20230905 GOOD             USPSQD
 KA1242
 KA1242                          STATION DESCRIPTION
 KA1242
 KA1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1242'AT TERRE HAUTE.
 KA1242'AT TERRE HAUTE, ABOUT 0.7 MILE EAST ALONG WABASH AVENUE, (U.S.
 KA1242'HIGHWAY 40) FROM THE COURT HOUSE, AT THE CROSSING OF THE CHICAGO,
 KA1242'AND EASTERN ILLINOIS RAILWAY, 165 FEET SOUTH OF THE CENTER LINE
 KA1242'OF THE HIGHWAY, 153 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE
 KA1242'NORTHWEST CORNER OF THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 KA1242'FREIGHT STATION, 14.5 FEET SOUTHEAST OF A TELEPHONE POLE, 11
 KA1242'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.3 FEET WEST OF
 KA1242'MILE POST NO. 178, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 KA1242'POST.  A STANDARD DISK, STAMPED K 66 1946 AND SET IN THE TOP OF A
 KA1242'CONCRETE POST.  THIS MARK MAY BE REACHED FROM THE UNION STATION
 KA1242'AT TERRE HAUTE BY GOING 0.5 MILE SOUTH ALONG THE CHICAGO AND
 KA1242'EASTERN ILLINOIS RAILWAY TO U.S. HIGHWAY 40.
 KA1242
 KA1242                          STATION RECOVERY (1985)
 KA1242
 KA1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1242'RECOVERED IN GOOD CONDITION.
 KA1242
 KA1242                          STATION RECOVERY (1990)
 KA1242
 KA1242'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1242'RECOVERED IN GOOD CONDITION.
 KA1242
 KA1242                          STATION RECOVERY (2023)
 KA1242
 KA1242'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0942 ***********************************************************************
 KA0942  DESIGNATION -  K 67
 KA0942  PID         -  KA0942
 KA0942  STATE/COUNTY-  IN/CLAY
 KA0942  COUNTRY     -  US
 KA0942  USGS QUAD   -  BRAZIL EAST (2019)
 KA0942
 KA0942                         *CURRENT SURVEY CONTROL
 KA0942  ______________________________________________________________________
 KA0942* NAD 83(1986) POSITION- 39 31 28.9    (N) 087 07 09.7    (W)   HD_HELD2
 KA0942* NAVD 88 ORTHO HEIGHT -   202.833 (meters)      665.46  (feet) ADJUSTED
 KA0942  ______________________________________________________________________
 KA0942  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KA0942  DYNAMIC HEIGHT  -        202.715 (meters)      665.07  (feet) COMP
 KA0942  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 KA0942
 KA0942  VERT ORDER      -  FIRST     CLASS II
 KA0942
 KA0942.The horizontal coordinates were established by autonomous hand held GPS
 KA0942.observations and have an estimated accuracy of +/- 10 meters.
 KA0942
 KA0942.The orthometric height was determined by differential leveling and
 KA0942.adjusted by the NATIONAL GEODETIC SURVEY
 KA0942.in June 1991.
 KA0942
 KA0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0942.GEOID18 height accuracy estimate available here.
 KA0942
 KA0942.Click photographs - Photos may exist for this station.
 KA0942
 KA0942.The dynamic height is computed by dividing the NAVD 88
 KA0942.geopotential number by the normal gravity value computed on the
 KA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0942.degrees latitude (g = 980.6199 gals.).
 KA0942
 KA0942.The modeled gravity was interpolated from observed gravity values.
 KA0942
 KA0942;                    North         East    Units  Estimated Accuracy
 KA0942;SPC IN W     -   474,747.      896,902.      MT  (+/- 10 meters HH2 GPS)
 KA0942
 KA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8974175011(NAD 83)
 KA0942
 KA0942                          SUPERSEDED SURVEY CONTROL
 KA0942
 KA0942  NGVD 29 (??/??/92)  202.934  (m)          665.79   (f) ADJ UNCH    1 2
 KA0942
 KA0942.Superseded values are not recommended for survey control.
 KA0942
 KA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0942.See file dsdata.pdf to determine how the superseded data were derived.
 KA0942
 KA0942_MARKER: DB = BENCH MARK DISK
 KA0942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0942_SP_SET: STEP
 KA0942_STAMPING: K 67 1946
 KA0942_MARK LOGO: CGS
 KA0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0942
 KA0942  HISTORY     - Date     Condition        Report By
 KA0942  HISTORY     - 1946     MONUMENTED       CGS
 KA0942  HISTORY     - 1985     GOOD             NGS
 KA0942  HISTORY     - 20051230 GOOD             GEOCAC
 KA0942  HISTORY     - 20130806 GOOD             GEOCAC
 KA0942
 KA0942                          STATION DESCRIPTION
 KA0942
 KA0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0942'AT BRAZIL.
 KA0942'AT BRAZIL, AT THE CLAY COUNTY COURT HOUSE, SET IN THE TOP OF THE
 KA0942'EAST END OF THE SIXTH STEP TO THE NORTH ENTRANCE TO THE COURT
 KA0942'HOUSE.  A STANDARD DISK, STAMPED K 67 1946.
 KA0942
 KA0942                          STATION RECOVERY (1985)
 KA0942
 KA0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0942'RECOVERED IN GOOD CONDITION.
 KA0942
 KA0942                          STATION RECOVERY (2005)
 KA0942
 KA0942'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA0942'RECOVERED IN GOOD CONDITION.
 KA0942
 KA0942                          STATION RECOVERY (2013)
 KA0942
 KA0942'RECOVERY NOTE BY GEOCACHING 2013 (APC)
 KA0942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1166 ***********************************************************************
 KA1166  DESIGNATION -  K 68
 KA1166  PID         -  KA1166
 KA1166  STATE/COUNTY-  IN/CLAY
 KA1166  COUNTRY     -  US
 KA1166  USGS QUAD   -  STAUNTON (2019)
 KA1166
 KA1166                         *CURRENT SURVEY CONTROL
 KA1166  ______________________________________________________________________
 KA1166* NAD 83(1986) POSITION- 39 23 21.     (N) 087 12 06.     (W)   SCALED
 KA1166* NAVD 88 ORTHO HEIGHT -   193.251 (meters)      634.02  (feet) ADJUSTED
 KA1166  ______________________________________________________________________
 KA1166  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KA1166  DYNAMIC HEIGHT  -        193.140 (meters)      633.66  (feet) COMP
 KA1166  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 KA1166
 KA1166  VERT ORDER      -  SECOND    CLASS 0
 KA1166
 KA1166.The horizontal coordinates were scaled from a map and have
 KA1166.an estimated accuracy of +/- 6 seconds.
 KA1166
 KA1166.The orthometric height was determined by differential leveling and
 KA1166.adjusted by the NATIONAL GEODETIC SURVEY
 KA1166.in June 1991.
 KA1166
 KA1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1166.GEOID18 height accuracy estimate available here.
 KA1166
 KA1166.Click photographs - Photos may exist for this station.
 KA1166
 KA1166.The dynamic height is computed by dividing the NAVD 88
 KA1166.geopotential number by the normal gravity value computed on the
 KA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1166.degrees latitude (g = 980.6199 gals.).
 KA1166
 KA1166.The modeled gravity was interpolated from observed gravity values.
 KA1166
 KA1166;                    North         East    Units  Estimated Accuracy
 KA1166;SPC IN W     -   459,710.      889,810.      MT  (+/- 180 meters Scaled)
 KA1166
 KA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826599(NAD 83)
 KA1166
 KA1166                          SUPERSEDED SURVEY CONTROL
 KA1166
 KA1166  NGVD 29 (??/??/92)  193.356  (m)          634.37   (f) ADJ UNCH    2 0
 KA1166
 KA1166.Superseded values are not recommended for survey control.
 KA1166
 KA1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1166.See file dsdata.pdf to determine how the superseded data were derived.
 KA1166
 KA1166_MARKER: DB = BENCH MARK DISK
 KA1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1166_STAMPING: K 68 1946
 KA1166_MARK LOGO: CGS
 KA1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1166+STABILITY: SURFACE MOTION
 KA1166
 KA1166  HISTORY     - Date     Condition        Report By
 KA1166  HISTORY     - 1946     MONUMENTED       CGS
 KA1166
 KA1166                          STATION DESCRIPTION
 KA1166
 KA1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1166'0.7 MI N FROM CORY.
 KA1166'ABOUT 0.2 MILE EAST, THENCE ABOUT 0.5 MILE NORTH ALONG A ROAD
 KA1166'LEADING TO STAUNTON FROM THE POST OFFICE AT CORY, AT THE
 KA1166'INTERSECTION OF STATE HIGHWAY 46, 121 FEET NORTH OF AND ACROSS
 KA1166'THE HIGHWAY FROM THE NORTHWEST CORNER OF A FARM HOUSE BUILT OF
 KA1166'TILE, 35.5 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE
 KA1166'OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF THE ROAD
 KA1166'LEADING TO STAUNTON, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA1166'POST.  A STANDARD DISK, STAMPED K 68 1946 AND SET IN THE TOP OF
 KA1166'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0505 ***********************************************************************
 KA0505  DESIGNATION -  K 69
 KA0505  PID         -  KA0505
 KA0505  STATE/COUNTY-  IN/CLAY
 KA0505  COUNTRY     -  US
 KA0505  USGS QUAD   -  POLAND (2019)
 KA0505
 KA0505                         *CURRENT SURVEY CONTROL
 KA0505  ______________________________________________________________________
 KA0505* NAD 83(1986) POSITION- 39 26 39.     (N) 086 58 42.     (W)   SCALED
 KA0505* NAVD 88 ORTHO HEIGHT -   178.057 (meters)      584.18  (feet) ADJUSTED
 KA0505  ______________________________________________________________________
 KA0505  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 KA0505  DYNAMIC HEIGHT  -        177.954 (meters)      583.84  (feet) COMP
 KA0505  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA0505
 KA0505  VERT ORDER      -  SECOND    CLASS 0
 KA0505
 KA0505.The horizontal coordinates were scaled from a map and have
 KA0505.an estimated accuracy of +/- 6 seconds.
 KA0505
 KA0505.The orthometric height was determined by differential leveling and
 KA0505.adjusted by the NATIONAL GEODETIC SURVEY
 KA0505.in June 1991.
 KA0505
 KA0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0505.GEOID18 height accuracy estimate available here.
 KA0505
 KA0505.Click photographs - Photos may exist for this station.
 KA0505
 KA0505.The dynamic height is computed by dividing the NAVD 88
 KA0505.geopotential number by the normal gravity value computed on the
 KA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0505.degrees latitude (g = 980.6199 gals.).
 KA0505
 KA0505.The modeled gravity was interpolated from observed gravity values.
 KA0505
 KA0505;                    North         East    Units  Estimated Accuracy
 KA0505;SPC IN W     -   465,810.      909,040.      MT  (+/- 180 meters Scaled)
 KA0505
 KA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018660(NAD 83)
 KA0505
 KA0505                          SUPERSEDED SURVEY CONTROL
 KA0505
 KA0505  NGVD 29 (??/??/92)  178.174  (m)          584.56   (f) ADJ UNCH    2 0
 KA0505
 KA0505.Superseded values are not recommended for survey control.
 KA0505
 KA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0505.See file dsdata.pdf to determine how the superseded data were derived.
 KA0505
 KA0505_MARKER: DB = BENCH MARK DISK
 KA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0505_STAMPING: K 69 1946
 KA0505_MARK LOGO: CGS
 KA0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0505+STABILITY: SURFACE MOTION
 KA0505
 KA0505  HISTORY     - Date     Condition        Report By
 KA0505  HISTORY     - 1946     MONUMENTED       CGS
 KA0505
 KA0505                          STATION DESCRIPTION
 KA0505
 KA0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0505'1.5 MI W FROM POLAND.
 KA0505'1.5 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0505'POLAND, 174 FEET EAST OF THE CENTER OF A T ROAD JUNCTION OF A
 KA0505'ROAD LEADING SOUTH, 87 FEET EAST OF POWER LINE POLE NO. 374-184,
 KA0505'71 FEET WEST OF POWER POLE NO. 374-185, 22 FEET SOUTH OF AND
 KA0505'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTH
 KA0505'OF A BOARD FENCE, 2.7 FEET SOUTHEAST OF A FENCE CORNER, AND 2
 KA0505'FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0505'K 69 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0505'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0836 ***********************************************************************
 KA0836  DESIGNATION -  K 71
 KA0836  PID         -  KA0836
 KA0836  STATE/COUNTY-  IN/PARKE
 KA0836  COUNTRY     -  US
 KA0836  USGS QUAD   -  MANSFIELD (2019)
 KA0836
 KA0836                         *CURRENT SURVEY CONTROL
 KA0836  ______________________________________________________________________
 KA0836* NAD 83(1986) POSITION- 39 43 21.     (N) 087 06 19.     (W)   SCALED
 KA0836* NAVD 88 ORTHO HEIGHT -   224.928 (meters)      737.95  (feet) ADJUSTED
 KA0836  ______________________________________________________________________
 KA0836  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 KA0836  DYNAMIC HEIGHT  -        224.800 (meters)      737.53  (feet) COMP
 KA0836  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0836
 KA0836  VERT ORDER      -  SECOND    CLASS 0
 KA0836
 KA0836.The horizontal coordinates were scaled from a map and have
 KA0836.an estimated accuracy of +/- 6 seconds.
 KA0836
 KA0836.The orthometric height was determined by differential leveling and
 KA0836.adjusted by the NATIONAL GEODETIC SURVEY
 KA0836.in June 1991.
 KA0836
 KA0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0836.GEOID18 height accuracy estimate available here.
 KA0836
 KA0836.Click photographs - Photos may exist for this station.
 KA0836
 KA0836.The dynamic height is computed by dividing the NAVD 88
 KA0836.geopotential number by the normal gravity value computed on the
 KA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0836.degrees latitude (g = 980.6199 gals.).
 KA0836
 KA0836.The modeled gravity was interpolated from observed gravity values.
 KA0836
 KA0836;                    North         East    Units  Estimated Accuracy
 KA0836;SPC IN W     -   496,710.      898,120.      MT  (+/- 180 meters Scaled)
 KA0836
 KA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909969(NAD 83)
 KA0836
 KA0836                          SUPERSEDED SURVEY CONTROL
 KA0836
 KA0836  NGVD 29 (??/??/92)  225.03   (m)          738.3    (f) COMPUTED    2 0
 KA0836
 KA0836.Superseded values are not recommended for survey control.
 KA0836
 KA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0836.See file dsdata.pdf to determine how the superseded data were derived.
 KA0836
 KA0836_MARKER: DB = BENCH MARK DISK
 KA0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0836_STAMPING: K 71 1946
 KA0836_MARK LOGO: CGS
 KA0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0836+STABILITY: SURFACE MOTION
 KA0836
 KA0836  HISTORY     - Date     Condition        Report By
 KA0836  HISTORY     - 1946     MONUMENTED       CGS
 KA0836
 KA0836                          STATION DESCRIPTION
 KA0836
 KA0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0836'2.5 MI S FROM BELLMORE.
 KA0836'ALONG STATE HIGHWAY 59 ABOUT 2.5 MILES SOUTH OF THE COMMUNITY
 KA0836'HALL AT BELLMORE AND ABOUT 3.4 MILES NORTH OF THE CROSS ROADS AT
 KA0836'MANSFIELD, AT THE JUNCTION WITH A GRAVEL ROAD LEADING WEST, IN
 KA0836'THE NORTHWEST QUARTER OF THE JUNCTION, 20.5 FEET WEST OF THE
 KA0836'CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF
 KA0836'THE ROAD LEADING WEST, 11.5 FEET NORTHEAST OF A CORNER FENCE
 KA0836'POST, 9 FEET NORTHEAST OF A WELL PUMP, 3 FEET NORTHWEST OF A
 KA0836'TELEPHONE POLE, 2 FEET EAST OF A WIRE FENCE LINE, 2 FEET SOUTH
 KA0836'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0837 ***********************************************************************
 KA0837  CBN         -  This is a Cooperative Base Network Control Station.
 KA0837  DESIGNATION -  K 71 RESET
 KA0837  PID         -  KA0837
 KA0837  STATE/COUNTY-  IN/PARKE
 KA0837  COUNTRY     -  US
 KA0837  USGS QUAD   -  MANSFIELD (2019)
 KA0837
 KA0837                         *CURRENT SURVEY CONTROL
 KA0837  ______________________________________________________________________
 KA0837* NAD 83(2011) POSITION- 39 43 22.54254(N) 087 06 20.19171(W)   ADJUSTED
 KA0837* NAD 83(2011) ELLIP HT-   191.650 (meters)        (06/27/12)   ADJUSTED
 KA0837* NAD 83(2011) EPOCH   -  2010.00
 KA0837* NAVD 88 ORTHO HEIGHT -   224.84  (meters)      737.7   (feet) RESET
 KA0837  ______________________________________________________________________
 KA0837  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 KA0837  NAD 83(2011) X  -    248,061.200 (meters)                     COMP
 KA0837  NAD 83(2011) Y  - -4,906,305.592 (meters)                     COMP
 KA0837  NAD 83(2011) Z  -  4,054,493.895 (meters)                     COMP
 KA0837  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 KA0837  VERT ORDER      -  THIRD
 KA0837
 KA0837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0837  Standards:
 KA0837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0837  -------------------------------------------------------------------
 KA0837  NETWORK    0.69   1.51           0.32   0.22   0.77     -0.08956256
 KA0837  -------------------------------------------------------------------
 KA0837  Click here for local accuracies and other accuracy information.
 KA0837
 KA0837.The horizontal coordinates were established by GPS observations
 KA0837.and adjusted by the National Geodetic Survey in June 2012.
 KA0837
 KA0837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0837.been affixed to the stable North American tectonic plate. See 
 KA0837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0837
 KA0837.The horizontal coordinates are valid at the epoch date displayed above
 KA0837.which is a decimal equivalence of Year/Month/Day.
 KA0837
 KA0837.The orthometric height was computed from unverified reset data.
 KA0837
 KA0837.No vertical observational check was made to the station.
 KA0837
 KA0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0837.GEOID18 height accuracy estimate available here.
 KA0837
 KA0837.Click photographs - Photos may exist for this station.
 KA0837
 KA0837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0837
 KA0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0837
 KA0837.The ellipsoidal height was determined by GPS observations
 KA0837.and is referenced to NAD 83.
 KA0837
 KA0837. The following values were computed from the NAD 83(2011) position.
 KA0837
 KA0837;                    North         East     Units Scale Factor Converg.
 KA0837;SPC IN W     -   496,755.103   898,090.209   MT  0.99996671   -0 00 51.2
 KA0837;SPC IN W     - 1,629,770.70  2,946,484.29   sFT  0.99996671   -0 00 51.2
 KA0837;UTM  16      - 4,397,011.058   490,948.934   MT  0.99960101   -0 04 03.0
 KA0837
 KA0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0837!SPC IN W     -   0.99996993  x   0.99996671  =   0.99993665
 KA0837!UTM  16      -   0.99996993  x   0.99960101  =   0.99957096
 KA0837
 KA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9094897011(NAD 83)
 KA0837
 KA0837                          SUPERSEDED SURVEY CONTROL
 KA0837
 KA0837  NAD 83(2007)-  39 43 22.54262(N)    087 06 20.19261(W) AD(2002.00) 0
 KA0837  ELLIP H (02/10/07)  191.670  (m)                       GP(2002.00)    
 KA0837  NAD 83(1997)-  39 43 22.54266(N)    087 06 20.19275(W) AD(       ) B
 KA0837  ELLIP H (04/10/98)  191.672  (m)                       GP(       ) 4 1
 KA0837  NAVD 88 (04/10/98)  224.9    (m)  GEOID96  model used  GPS OBS        
 KA0837  NGVD 29 (??/??/??)  224.94   (m)          738.0    (f) RESET       3  
 KA0837
 KA0837.Superseded values are not recommended for survey control.
 KA0837
 KA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0837.See file dsdata.pdf to determine how the superseded data were derived.
 KA0837
 KA0837_MARKER: DB = BENCH MARK DISK
 KA0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0837_STAMPING: K 71 RESET 1956
 KA0837_MARK LOGO: CGS
 KA0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0837+STABILITY: SURFACE MOTION
 KA0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0837+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1997
 KA0837
 KA0837  HISTORY     - Date     Condition        Report By
 KA0837  HISTORY     - 1956     MONUMENTED       CGS
 KA0837  HISTORY     - 19970814 GOOD             SEC
 KA0837
 KA0837                          STATION DESCRIPTION
 KA0837
 KA0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA0837'2.5 MI S FROM BELLMORE.
 KA0837'2.5 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF U.S.
 KA0837'HIGHWAY 36 AT BELLMORE, 3.4 MILES NORTH OF THE CROSSROADS AT
 KA0837'MANSFIELD, AT THE JUNCTION WITH A BLACKTOP ROAD LEADING WEST, IN
 KA0837'THE NORTHWEST QUARTER OF THE JUNCTION, 50 FEET WEST OF THE
 KA0837'CENTERLINE OF THE HIGHWAY, 93 FEET NORTH OF THE CENTERLINE OF THE
 KA0837'ROAD LEADING WEST, 2 FEET SOUTH OF A CONCRETE INDIANA
 KA0837'RIGHT-OF-WAY MARKER, 5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 KA0837'EAST OF A WIRE FENCE LINE AND ABOUT 5 FEET HIGHER THAN THE
 KA0837'HIGHWAY.
 KA0837
 KA0837                          STATION RECOVERY (1997)
 KA0837
 KA0837'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0837'THIS STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTHEAST OF TERRE
 KA0837'HAUTE.  TO REACH THE STATION FROM THE SOUTH, GO NORTH ON STATE ROUTE
 KA0837'59 FOR 14.3 MILES (23.0 KM) FROM U.S. HIGHWAY 40.  FROM THE NORTH, GO
 KA0837'2.5 MILES (4.0 KM) SOUTH ON STATE ROUTE 59 FROM U.S. HIGHWAY 36 TO THE
 KA0837'INTERSECTION OF STATE ROUTE 59 AND COUNTY ROAD 160 SOUTH (WEST BOUND
 KA0837'FROM STATE ROUTE 59).  CONTACT IS INDOT, HENRY ALDRIDGE, 100 NORTH
 KA0837'SENATE AVENUE, INDIANAPOLIS IN 46204-2249, PHONE 317-232-6764.
 KA0837'LOCATED AT AZIMUTH 188 DEGREES AND 34.52 METERS (113.25 FT) TO A STOP
 KA0837'SIGN (EASTBOUND 160 SOUTH), AZIMUTH 72 DEGREES AND 31.27 METERS
 KA0837'(102.59 FT) TO POWER POLE NUMBER A/A129, AZIMUTH 180 DEGREES AND 28.50
 KA0837'METERS (93.50 FT) TO THE CENTERLINE OF 160 SOUTH, AZIMUTH 90 DEGREES
 KA0837'AND 15.12 METERS (49.61 FT) TO THE CENTERLINE OF STATE ROUTE 59,
 KA0837'AZIMUTH 30 DEGREES AND 0.50 METER (1.64 FT) TO A RIGHT-OF-WAY MARKER,
 KA0837'NORTHWEST QUADRANT OF INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0565 ***********************************************************************
 KA0565  DESIGNATION -  K 72
 KA0565  PID         -  KA0565
 KA0565  STATE/COUNTY-  IN/PUTNAM
 KA0565  COUNTRY     -  US
 KA0565  USGS QUAD   -  ROACHDALE (2019)
 KA0565
 KA0565                         *CURRENT SURVEY CONTROL
 KA0565  ______________________________________________________________________
 KA0565* NAD 83(1986) POSITION- 39 45 42.38   (N) 086 49 49.56   (W)   HD_HELD1
 KA0565* NAVD 88 ORTHO HEIGHT -   290.419 (meters)      952.82  (feet) ADJUSTED
 KA0565  ______________________________________________________________________
 KA0565  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 KA0565  DYNAMIC HEIGHT  -        290.256 (meters)      952.28  (feet) COMP
 KA0565  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 KA0565
 KA0565  VERT ORDER      -  SECOND    CLASS 0
 KA0565
 KA0565.The horizontal coordinates were determined by differentially corrected
 KA0565.hand held GPS observations or other comparable positioning techniques
 KA0565.and have an estimated accuracy of +/- 3 meters.
 KA0565
 KA0565.The orthometric height was determined by differential leveling and
 KA0565.adjusted by the NATIONAL GEODETIC SURVEY
 KA0565.in June 1991.
 KA0565
 KA0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0565.GEOID18 height accuracy estimate available here.
 KA0565
 KA0565.Click photographs - Photos may exist for this station.
 KA0565
 KA0565.The dynamic height is computed by dividing the NAVD 88
 KA0565.geopotential number by the normal gravity value computed on the
 KA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0565.degrees latitude (g = 980.6199 gals.).
 KA0565
 KA0565.The modeled gravity was interpolated from observed gravity values.
 KA0565
 KA0565;                    North         East    Units  Estimated Accuracy
 KA0565;SPC IN W     -   501,098.1     921,670.3     MT  (+/- 3 meters HH1 GPS) 
 KA0565
 KA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1452401330(NAD 83)
 KA0565
 KA0565                          SUPERSEDED SURVEY CONTROL
 KA0565
 KA0565  NGVD 29 (??/??/92)  290.524  (m)          953.16   (f) ADJ UNCH    2 0
 KA0565
 KA0565.Superseded values are not recommended for survey control.
 KA0565
 KA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0565.See file dsdata.pdf to determine how the superseded data were derived.
 KA0565
 KA0565_MARKER: DB = BENCH MARK DISK
 KA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0565_STAMPING: K 72 1946
 KA0565_MARK LOGO: CGS
 KA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0565+STABILITY: SURFACE MOTION
 KA0565
 KA0565  HISTORY     - Date     Condition        Report By
 KA0565  HISTORY     - 1946     MONUMENTED       CGS
 KA0565
 KA0565                          STATION DESCRIPTION
 KA0565
 KA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0565'1.1 MI W FROM BAINBRIDGE.
 KA0565'ABOUT 1.1 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0565'AT BAINBRIDGE, ABOUT 0.8 MILE WEST OF THE CROSSING OF THE
 KA0565'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY TRACK, IN THE
 KA0565'NORTHWEST QUARTER OF A GRAVEL ROAD INTERSECTION, 69 FEET WEST
 KA0565'OF THE CENTER LINE OF THE NORTH-SOUTH CROSS ROAD, 29 FEET NORTH
 KA0565'OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET WEST OF A HIGHWAY
 KA0565'RIGHT-OF-WAY MARKER, 61 FEET NORTHWEST AND ACROSS THE HIGHWAY
 KA0565'FROM POWER POLE NUMBER 204-360, 12 FEET NORTHEAST OF A HIGHWAY
 KA0565'IDENTIFICATION MARKER, 1 FOOT SOUTH OF A FENCE LINE AND ABOUT 1
 KA0565'FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED K 72
 KA0565'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0565'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0745 ***********************************************************************
 KA0745  DESIGNATION -  K 73
 KA0745  PID         -  KA0745
 KA0745  STATE/COUNTY-  IN/HENDRICKS
 KA0745  COUNTRY     -  US
 KA0745  USGS QUAD   -  COATESVILLE (2019)
 KA0745
 KA0745                         *CURRENT SURVEY CONTROL
 KA0745  ______________________________________________________________________
 KA0745* NAD 83(1986) POSITION- 39 41 06.     (N) 086 40 10.     (W)   SCALED
 KA0745* NAVD 88 ORTHO HEIGHT -   266.141 (meters)      873.16  (feet) POSTED
 KA0745  ______________________________________________________________________
 KA0745  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KA0745  DYNAMIC HEIGHT  -        265.99  (meters)      872.7   (feet) COMP
 KA0745  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 KA0745
 KA0745  VERT ORDER      -  * POSTED, SEE BELOW
 KA0745
 KA0745.The horizontal coordinates were scaled from a map and have
 KA0745.an estimated accuracy of +/- 6 seconds.
 KA0745
 KA0745.The orthometric height was determined by differential leveling
 KA0745.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0745
 KA0745.* This is a POSTED BENCH MARK height.
 KA0745
 KA0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0745.GEOID18 height accuracy estimate available here.
 KA0745
 KA0745.Click photographs - Photos may exist for this station.
 KA0745
 KA0745.The dynamic height is computed by dividing the NAVD 88
 KA0745.geopotential number by the normal gravity value computed on the
 KA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0745.degrees latitude (g = 980.6199 gals.).
 KA0745
 KA0745.The modeled gravity was interpolated from observed gravity values.
 KA0745
 KA0745;                    North         East    Units  Estimated Accuracy
 KA0745;SPC IN W     -   492,630.      935,500.      MT  (+/- 180 meters Scaled)
 KA0745
 KA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283928(NAD 83)
 KA0745
 KA0745                          SUPERSEDED SURVEY CONTROL
 KA0745
 KA0745  NGVD 29 (??/??/92)  266.239  (m)          873.49   (f) ADJ UNCH    2 0
 KA0745
 KA0745.Superseded values are not recommended for survey control.
 KA0745
 KA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0745.See file dsdata.pdf to determine how the superseded data were derived.
 KA0745
 KA0745_MARKER: DB = BENCH MARK DISK
 KA0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0745_SP_SET: BRIDGE
 KA0745_STAMPING: K 73 1946
 KA0745_MARK LOGO: CGS
 KA0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0745
 KA0745  HISTORY     - Date     Condition        Report By
 KA0745  HISTORY     - 1946     MONUMENTED       CGS
 KA0745
 KA0745                          STATION DESCRIPTION
 KA0745
 KA0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0745'AT COATESVILLE.
 KA0745'AT COATESVILLE, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 75 FROM
 KA0745'THE PENNSYLVANIA RAILROAD STATION, IN TOP OF THE SOUTH END OF THE
 KA0745'EAST CONCRETE BANISTER OF BRIDGE NUMBER 75-C-4.45, 16 FEET EAST OF
 KA0745'THE CENTER LINE OF THE HIGHWAY AND ABOUT 2.5 FEET HIGHER THAN
 KA0745'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED K 73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0761 ***********************************************************************
 KA0761  DESIGNATION -  K 74
 KA0761  PID         -  KA0761
 KA0761  STATE/COUNTY-  IN/MONTGOMERY
 KA0761  COUNTRY     -  US
 KA0761  USGS QUAD   -  NEW MARKET (2019)
 KA0761
 KA0761                         *CURRENT SURVEY CONTROL
 KA0761  ______________________________________________________________________
 KA0761* NAD 83(1986) POSITION- 39 55 27.     (N) 086 54 10.     (W)   SCALED
 KA0761* NAVD 88 ORTHO HEIGHT -   253.847 (meters)      832.83  (feet) ADJUSTED
 KA0761  ______________________________________________________________________
 KA0761  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 KA0761  DYNAMIC HEIGHT  -        253.708 (meters)      832.37  (feet) COMP
 KA0761  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0761
 KA0761  VERT ORDER      -  SECOND    CLASS 0
 KA0761
 KA0761.The horizontal coordinates were scaled from a map and have
 KA0761.an estimated accuracy of +/- 6 seconds.
 KA0761
 KA0761.The orthometric height was determined by differential leveling and
 KA0761.adjusted by the NATIONAL GEODETIC SURVEY
 KA0761.in June 1991.
 KA0761
 KA0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0761.GEOID18 height accuracy estimate available here.
 KA0761
 KA0761.Click photographs - Photos may exist for this station.
 KA0761
 KA0761.The dynamic height is computed by dividing the NAVD 88
 KA0761.geopotential number by the normal gravity value computed on the
 KA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0761.degrees latitude (g = 980.6199 gals.).
 KA0761
 KA0761.The modeled gravity was interpolated from observed gravity values.
 KA0761
 KA0761;                    North         East    Units  Estimated Accuracy
 KA0761;SPC IN W     -   519,110.      915,440.      MT  (+/- 180 meters Scaled)
 KA0761
 KA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK083193(NAD 83)
 KA0761
 KA0761                          SUPERSEDED SURVEY CONTROL
 KA0761
 KA0761  NGVD 29 (??/??/92)  253.942  (m)          833.14   (f) ADJ UNCH    2 0
 KA0761
 KA0761.Superseded values are not recommended for survey control.
 KA0761
 KA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0761.See file dsdata.pdf to determine how the superseded data were derived.
 KA0761
 KA0761_MARKER: DB = BENCH MARK DISK
 KA0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0761_SP_SET: CULVERT HEADWALL
 KA0761_STAMPING: K 74 1946
 KA0761_MARK LOGO: CGS
 KA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0761+STABILITY: SURFACE MOTION
 KA0761
 KA0761  HISTORY     - Date     Condition        Report By
 KA0761  HISTORY     - 1946     MONUMENTED       CGS
 KA0761
 KA0761                          STATION DESCRIPTION
 KA0761
 KA0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0761'5.8 MI W FROM LADOGA.
 KA0761'ABOUT 5.85 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0761'AT LADOGA, AT THE INTERSECTION WITH STATE HIGHWAY 43, IN THE
 KA0761'NORTHWEST QUARTER OF THE INTERSECTION, SET IN THE SOUTH END OF THE
 KA0761'WEST HEADWALL OF A 5-FOOT CONCRETE CULVERT UNDER HIGHWAY 43, 87 FEET
 KA0761'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO
 KA0761'HIGHWAYS, 22 FEET WEST OF THE CENTER LINE OF HIGHWAY 43, 0.8 FOOT
 KA0761'NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE
 KA0761'HIGHWAY.  A STANDARD DISK, STAMPED K 74 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0591 ***********************************************************************
 KA0591  DESIGNATION -  K 75
 KA0591  PID         -  KA0591
 KA0591  STATE/COUNTY-  IN/PUTNAM
 KA0591  COUNTRY     -  US
 KA0591  USGS QUAD   -  ROACHDALE (2019)
 KA0591
 KA0591                         *CURRENT SURVEY CONTROL
 KA0591  ______________________________________________________________________
 KA0591* NAD 83(1986) POSITION- 39 50 57.     (N) 086 47 10.     (W)   SCALED
 KA0591* NAVD 88 ORTHO HEIGHT -   262.953 (meters)      862.71  (feet) ADJUSTED
 KA0591  ______________________________________________________________________
 KA0591  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 KA0591  DYNAMIC HEIGHT  -        262.809 (meters)      862.23  (feet) COMP
 KA0591  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 KA0591
 KA0591  VERT ORDER      -  SECOND    CLASS 0
 KA0591
 KA0591.The horizontal coordinates were scaled from a map and have
 KA0591.an estimated accuracy of +/- 6 seconds.
 KA0591
 KA0591.The orthometric height was determined by differential leveling and
 KA0591.adjusted by the NATIONAL GEODETIC SURVEY
 KA0591.in June 1991.
 KA0591
 KA0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0591.GEOID18 height accuracy estimate available here.
 KA0591
 KA0591.Click photographs - Photos may exist for this station.
 KA0591
 KA0591.The dynamic height is computed by dividing the NAVD 88
 KA0591.geopotential number by the normal gravity value computed on the
 KA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0591.degrees latitude (g = 980.6199 gals.).
 KA0591
 KA0591.The modeled gravity was interpolated from observed gravity values.
 KA0591
 KA0591;                    North         East    Units  Estimated Accuracy
 KA0591;SPC IN W     -   510,810.      925,440.      MT  (+/- 180 meters Scaled)
 KA0591
 KA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK182110(NAD 83)
 KA0591
 KA0591                          SUPERSEDED SURVEY CONTROL
 KA0591
 KA0591  NGVD 29 (??/??/92)  263.060  (m)          863.06   (f) ADJ UNCH    2 0
 KA0591
 KA0591.Superseded values are not recommended for survey control.
 KA0591
 KA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0591.See file dsdata.pdf to determine how the superseded data were derived.
 KA0591
 KA0591_MARKER: DB = BENCH MARK DISK
 KA0591_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0591_SP_SET: CULVERT HEADWALL
 KA0591_STAMPING: K 75 1946
 KA0591_MARK LOGO: CGS
 KA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0591+STABILITY: SURFACE MOTION
 KA0591
 KA0591  HISTORY     - Date     Condition        Report By
 KA0591  HISTORY     - 1946     MONUMENTED       CGS
 KA0591  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0591
 KA0591                          STATION DESCRIPTION
 KA0591
 KA0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0591'0.8 MI E FROM ROACHDALE.
 KA0591'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0591'BUILDING AT ROACHDALE, IN TOP OF THE EAST END OF THE SOUTH
 KA0591'CONCRETE HEADWALL OF A 14-INCH CORRUGATED STEEL PIPE CULVERT
 KA0591'NUMBER 90, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 KA0591'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 75 1946.
 KA0591
 KA0591                          STATION RECOVERY (2017)
 KA0591
 KA0591'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0591'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0122 ***********************************************************************
 KA0122  DESIGNATION -  K 77
 KA0122  PID         -  KA0122
 KA0122  STATE/COUNTY-  IN/HENDRICKS
 KA0122  COUNTRY     -  US
 KA0122  USGS QUAD   -  CLERMONT (2019)
 KA0122
 KA0122                         *CURRENT SURVEY CONTROL
 KA0122  ______________________________________________________________________
 KA0122* NAD 83(1986) POSITION- 39 49 52.     (N) 086 21 48.     (W)   SCALED
 KA0122* NAVD 88 ORTHO HEIGHT -   267.706 (meters)      878.30  (feet) ADJUSTED
 KA0122  ______________________________________________________________________
 KA0122  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 KA0122  DYNAMIC HEIGHT  -        267.560 (meters)      877.82  (feet) COMP
 KA0122  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 KA0122
 KA0122  VERT ORDER      -  SECOND    CLASS 0
 KA0122
 KA0122.The horizontal coordinates were scaled from a map and have
 KA0122.an estimated accuracy of +/- 6 seconds.
 KA0122
 KA0122.The orthometric height was determined by differential leveling and
 KA0122.adjusted by the NATIONAL GEODETIC SURVEY
 KA0122.in June 1991.
 KA0122
 KA0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0122.GEOID18 height accuracy estimate available here.
 KA0122
 KA0122.Click photographs - Photos may exist for this station.
 KA0122
 KA0122.The dynamic height is computed by dividing the NAVD 88
 KA0122.geopotential number by the normal gravity value computed on the
 KA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0122.degrees latitude (g = 980.6199 gals.).
 KA0122
 KA0122.The modeled gravity was interpolated from observed gravity values.
 KA0122
 KA0122;                    North         East    Units  Estimated Accuracy
 KA0122;SPC IN W     -   509,010.      961,630.      MT  (+/- 180 meters Scaled)
 KA0122
 KA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK544092(NAD 83)
 KA0122
 KA0122                          SUPERSEDED SURVEY CONTROL
 KA0122
 KA0122  NGVD 29 (??/??/92)  267.817  (m)          878.66   (f) ADJ UNCH    2 0
 KA0122
 KA0122.Superseded values are not recommended for survey control.
 KA0122
 KA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0122.See file dsdata.pdf to determine how the superseded data were derived.
 KA0122
 KA0122_MARKER: DB = BENCH MARK DISK
 KA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0122_STAMPING: K 77 1946
 KA0122_MARK LOGO: CGS
 KA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0122+STABILITY: SURFACE MOTION
 KA0122
 KA0122  HISTORY     - Date     Condition        Report By
 KA0122  HISTORY     - 1946     MONUMENTED       CGS
 KA0122  HISTORY     - 1978     GOOD             LOCSUR
 KA0122  HISTORY     - 20080522 MARK NOT FOUND   PICI
 KA0122
 KA0122                          STATION DESCRIPTION
 KA0122
 KA0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0122'2 MI SE FROM BROWNSBURG.
 KA0122'ABOUT 2.0 MILES SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY
 KA0122'FROM THE STATION AT BROWNSBURG, AT THE CROSSING OF STATE HIGHWAY
 KA0122'34, 22 FEET NORTHEAST OF THE NORTH EAST RAIL OF THE TRACK, 79 FEET
 KA0122'NORTHWEST OF THE CENTER OF THE CROSSING OF THE HIGHWAY, 31 FEET
 KA0122'WEST OF MILEPOST 12, 8.5 FEET SOUTHWEST OF A FENCE CORNER 1.5 FOOT
 KA0122'SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN
 KA0122'TRACK LEVEL.  A STANDARD DISK, STAMPED K 77 1946 AND SET IN THE
 KA0122'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0122
 KA0122                          STATION RECOVERY (1978)
 KA0122
 KA0122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0122'RECOVERED IN GOOD CONDITION.
 KA0122
 KA0122                          STATION RECOVERY (2008)
 KA0122
 KA0122'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (JF)
 KA0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0066 ***********************************************************************
 KA0066  DESIGNATION -  K 79
 KA0066  PID         -  KA0066
 KA0066  STATE/COUNTY-  IN/MARION
 KA0066  COUNTRY     -  US
 KA0066  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0066
 KA0066                         *CURRENT SURVEY CONTROL
 KA0066  ______________________________________________________________________
 KA0066* NAD 83(1986) POSITION- 39 47 58.     (N) 086 12 34.     (W)   SCALED
 KA0066* NAVD 88 ORTHO HEIGHT -   224.251 (meters)      735.73  (feet) ADJUSTED
 KA0066  ______________________________________________________________________
 KA0066  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 KA0066  DYNAMIC HEIGHT  -        224.128 (meters)      735.33  (feet) COMP
 KA0066  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 KA0066
 KA0066  VERT ORDER      -  SECOND    CLASS 0
 KA0066
 KA0066.The horizontal coordinates were scaled from a map and have
 KA0066.an estimated accuracy of +/- 6 seconds.
 KA0066
 KA0066.The orthometric height was determined by differential leveling and
 KA0066.adjusted by the NATIONAL GEODETIC SURVEY
 KA0066.in June 1991.
 KA0066
 KA0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0066.GEOID18 height accuracy estimate available here.
 KA0066
 KA0066.Click photographs - Photos may exist for this station.
 KA0066
 KA0066.The dynamic height is computed by dividing the NAVD 88
 KA0066.geopotential number by the normal gravity value computed on the
 KA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0066.degrees latitude (g = 980.6199 gals.).
 KA0066
 KA0066.The modeled gravity was interpolated from observed gravity values.
 KA0066
 KA0066;                    North         East    Units  Estimated Accuracy
 KA0066;SPC IN E     -   505,390.       53,520.      MT  (+/- 180 meters Scaled)
 KA0066
 KA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK676057(NAD 83)
 KA0066
 KA0066                          SUPERSEDED SURVEY CONTROL
 KA0066
 KA0066  NGVD 29 (??/??/92)  224.382  (m)          736.16   (f) ADJ UNCH    2 0
 KA0066
 KA0066.Superseded values are not recommended for survey control.
 KA0066
 KA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0066.See file dsdata.pdf to determine how the superseded data were derived.
 KA0066
 KA0066_MARKER: DB = BENCH MARK DISK
 KA0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0066_STAMPING: K 79 1946
 KA0066_MARK LOGO: CGS
 KA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0066+STABILITY: SURFACE MOTION
 KA0066
 KA0066  HISTORY     - Date     Condition        Report By
 KA0066  HISTORY     - 1946     MONUMENTED       CGS
 KA0066  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0066  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0066
 KA0066                          STATION DESCRIPTION
 KA0066
 KA0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0066'AT INDIANAPOLIS.
 KA0066'AT INDIANAPOLIS, AT HOOSIER PARKS AIRPORT, AT THE SOUTHEAST CORNER
 KA0066'OF THE YARD AROUND THE ADMINISTRATION BUILDING, 1.6 FOOT SOUTH OF
 KA0066'THE YARD FENCE, 30 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KA0066'PAVEMENT OF U.S. HIGHWAY 52, 75 FEET NORTHEAST OF THE CENTER LINE
 KA0066'OF THE SIDEWALK TO THE SOUTH ENTRANCE OF THE ADMINISTRATION BUILDING,
 KA0066'148 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 KA0066'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 KA0066'STAMPED K 79 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0066'3 INCHES ABOVE GROUND.  NOTE-- THE LOCATION OF THIS MARK WAS
 KA0066'COVERED WHEN A FILL WAS MADE FOR A PAVED PARKING LOT.
 KA0066
 KA0066                          STATION RECOVERY (1959)
 KA0066
 KA0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0066'MARK NOT FOUND.
 KA0066
 KA0066                          STATION RECOVERY (1996)
 KA0066
 KA0066'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1048 ***********************************************************************
 MD1048  DESIGNATION -  K 8
 MD1048  PID         -  MD1048
 MD1048  STATE/COUNTY-  IN/KOSCIUSKO
 MD1048  COUNTRY     -  US
 MD1048  USGS QUAD   -  LEESBURG (2019)
 MD1048
 MD1048                         *CURRENT SURVEY CONTROL
 MD1048  ______________________________________________________________________
 MD1048* NAD 83(1986) POSITION- 41 16 37.     (N) 085 51 00.     (W)   SCALED
 MD1048* NAVD 88 ORTHO HEIGHT -   255.062 (meters)      836.82  (feet) ADJUSTED
 MD1048  ______________________________________________________________________
 MD1048  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 MD1048  DYNAMIC HEIGHT  -        254.955 (meters)      836.46  (feet) COMP
 MD1048  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 MD1048
 MD1048  VERT ORDER      -  FIRST     CLASS II
 MD1048
 MD1048.The horizontal coordinates were scaled from a map and have
 MD1048.an estimated accuracy of +/- 6 seconds.
 MD1048
 MD1048.The orthometric height was determined by differential leveling and
 MD1048.adjusted by the NATIONAL GEODETIC SURVEY
 MD1048.in June 1991.
 MD1048
 MD1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1048.GEOID18 height accuracy estimate available here.
 MD1048
 MD1048.Click photographs - Photos may exist for this station.
 MD1048
 MD1048.The dynamic height is computed by dividing the NAVD 88
 MD1048.geopotential number by the normal gravity value computed on the
 MD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1048.degrees latitude (g = 980.6199 gals.).
 MD1048
 MD1048.The modeled gravity was interpolated from observed gravity values.
 MD1048
 MD1048;                    North         East    Units  Estimated Accuracy
 MD1048;SPC IN E     -   669,330.       84,640.      MT  (+/- 180 meters Scaled)
 MD1048
 MD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963701(NAD 83)
 MD1048
 MD1048                          SUPERSEDED SURVEY CONTROL
 MD1048
 MD1048  NGVD 29 (??/??/92)  255.193  (m)          837.25   (f) ADJ UNCH    1 2
 MD1048
 MD1048.Superseded values are not recommended for survey control.
 MD1048
 MD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1048.See file dsdata.pdf to determine how the superseded data were derived.
 MD1048
 MD1048_MARKER: DB = BENCH MARK DISK
 MD1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1048_STAMPING: K 8 ELEV 837.246 FT
 MD1048_MARK LOGO: CGS
 MD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1048+STABILITY: SURFACE MOTION
 MD1048
 MD1048  HISTORY     - Date     Condition        Report By
 MD1048  HISTORY     - 1916     MONUMENTED       CGS
 MD1048  HISTORY     - 1946     GOOD             CGS
 MD1048  HISTORY     - 1983     GOOD             USACE
 MD1048  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1048  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1048
 MD1048                          STATION DESCRIPTION
 MD1048
 MD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1048'2.9 MI N FROM WARSAW.
 MD1048'2.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1048'STATION AT WARSAW, AT A GRAVEL ROAD CROSSING, 39 FEET SOUTH OF
 MD1048'THE CENTER LINE OF THE GRAVEL ROAD, 37 FEET NORTH OF POLE NO.
 MD1048'76/40, 27 FEET EAST OF THE EAST RAIL, 23.5 FEET SOUTH OF THE
 MD1048'FENCE CORNER, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, ABOUT
 MD1048'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MD1048'PROJECTING 7 INCHES.  POLE IS 76/40 - NOT 67/40 AS IN THE
 MD1048'ORIGINAL DESCRIPTION.  NOTE-- THE STAMPING ON THE MARK IS AS
 MD1048'FOLLOWS-- K 8 IS STAMPED TWICE, THE FIGURES 8 ARE STAMPED
 MD1048'BETWEEN THE WORDS SURVEY AND BENCH, AND BETWEEN THE WORDS BENCH
 MD1048'AND MARK, AN EXTRA LETTER K IS ALSO STAMPED ON THE FACE OF THE
 MD1048'MARK.
 MD1048
 MD1048                          STATION RECOVERY (1983)
 MD1048
 MD1048'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1048'RECOVERED IN GOOD CONDITION.
 MD1048
 MD1048                          STATION RECOVERY (1989)
 MD1048
 MD1048'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPM)
 MD1048'MARK NOT FOUND.
 MD1048
 MD1048                          STATION RECOVERY (1993)
 MD1048
 MD1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1048'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1806 ***********************************************************************
 JZ1806  DESIGNATION -  K 8
 JZ1806  PID         -  JZ1806
 JZ1806  STATE/COUNTY-  IN/FRANKLIN
 JZ1806  COUNTRY     -  US
 JZ1806  USGS QUAD   -  ALPINE (2019)
 JZ1806
 JZ1806                         *CURRENT SURVEY CONTROL
 JZ1806  ______________________________________________________________________
 JZ1806* NAD 83(1986) POSITION- 39 30 01.     (N) 085 11 02.     (W)   SCALED
 JZ1806* NAVD 88 ORTHO HEIGHT -   221.300 (meters)      726.05  (feet) ADJUSTED
 JZ1806  ______________________________________________________________________
 JZ1806  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1806  DYNAMIC HEIGHT  -        221.164 (meters)      725.60  (feet) COMP
 JZ1806  MODELED GRAVITY -    980,008.3   (mgal)                       NAVD 88
 JZ1806
 JZ1806  VERT ORDER      -  SECOND    CLASS 0
 JZ1806
 JZ1806.The horizontal coordinates were scaled from a map and have
 JZ1806.an estimated accuracy of +/- 6 seconds.
 JZ1806
 JZ1806.The orthometric height was determined by differential leveling and
 JZ1806.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1806.in June 1991.
 JZ1806
 JZ1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1806.GEOID18 height accuracy estimate available here.
 JZ1806
 JZ1806.Click photographs - Photos may exist for this station.
 JZ1806
 JZ1806.The dynamic height is computed by dividing the NAVD 88
 JZ1806.geopotential number by the normal gravity value computed on the
 JZ1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1806.degrees latitude (g = 980.6199 gals.).
 JZ1806
 JZ1806.The modeled gravity was interpolated from observed gravity values.
 JZ1806
 JZ1806;                    North         East    Units  Estimated Accuracy
 JZ1806;SPC IN E     -   472,150.      141,520.      MT  (+/- 180 meters Scaled)
 JZ1806
 JZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ561738(NAD 83)
 JZ1806
 JZ1806                          SUPERSEDED SURVEY CONTROL
 JZ1806
 JZ1806  NGVD 29 (??/??/92)  221.446  (m)          726.53   (f) ADJ UNCH    2 0
 JZ1806
 JZ1806.Superseded values are not recommended for survey control.
 JZ1806
 JZ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1806.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1806
 JZ1806_MARKER: DD = SURVEY DISK
 JZ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1806_STAMPING: K 8 1928
 JZ1806_MARK LOGO: USGS
 JZ1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1806+STABILITY: SURFACE MOTION
 JZ1806
 JZ1806  HISTORY     - Date     Condition        Report By
 JZ1806  HISTORY     - 1928     MONUMENTED       USGS
 JZ1806  HISTORY     - 1947     GOOD             CGS
 JZ1806  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1806
 JZ1806                          STATION DESCRIPTION
 JZ1806
 JZ1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1806'AT LAUREL.
 JZ1806'AT LAUREL, ABOUT 0.1 MILE EAST OF THE MAIN CROSS ROADS, 28 FEET
 JZ1806'WEST AND ACROSS THE TRACKS FROM THE SOUTHWEST CORNER OF THE
 JZ1806'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION, 15
 JZ1806'FEET WEST OF THE WEST RAIL OF THE TRACK, 30 FEET NORTH OF THE
 JZ1806'CENTER LINE OF THE EAST-WEST PAVED STREET, 9.5 FEET NORTHEAST
 JZ1806'OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE CORNER, 1.5 FEET
 JZ1806'SOUTHWEST OF A TELEPHONE POLE, AND ABOUT LEVEL WITH THE TRACKS,
 JZ1806'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1806
 JZ1806                          STATION RECOVERY (1986)
 JZ1806
 JZ1806'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0533 ***********************************************************************
 KA0533  DESIGNATION -  K 81
 KA0533  PID         -  KA0533
 KA0533  STATE/COUNTY-  IN/OWEN
 KA0533  COUNTRY     -  US
 KA0533  USGS QUAD   -  CATARACT (2019)
 KA0533
 KA0533                         *CURRENT SURVEY CONTROL
 KA0533  ______________________________________________________________________
 KA0533* NAD 83(1986) POSITION- 39 26 32.     (N) 086 47 02.     (W)   SCALED
 KA0533* NAVD 88 ORTHO HEIGHT -   238.913 (meters)      783.83  (feet) ADJUSTED
 KA0533  ______________________________________________________________________
 KA0533  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KA0533  DYNAMIC HEIGHT  -        238.775 (meters)      783.38  (feet) COMP
 KA0533  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 KA0533
 KA0533  VERT ORDER      -  SECOND    CLASS 0
 KA0533
 KA0533.The horizontal coordinates were scaled from a map and have
 KA0533.an estimated accuracy of +/- 6 seconds.
 KA0533
 KA0533.The orthometric height was determined by differential leveling and
 KA0533.adjusted by the NATIONAL GEODETIC SURVEY
 KA0533.in June 1991.
 KA0533
 KA0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0533.GEOID18 height accuracy estimate available here.
 KA0533
 KA0533.Click photographs - Photos may exist for this station.
 KA0533
 KA0533.The dynamic height is computed by dividing the NAVD 88
 KA0533.geopotential number by the normal gravity value computed on the
 KA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0533.degrees latitude (g = 980.6199 gals.).
 KA0533
 KA0533.The modeled gravity was interpolated from observed gravity values.
 KA0533
 KA0533;                    North         East    Units  Estimated Accuracy
 KA0533;SPC IN W     -   465,630.      925,780.      MT  (+/- 180 meters Scaled)
 KA0533
 KA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ185658(NAD 83)
 KA0533
 KA0533                          SUPERSEDED SURVEY CONTROL
 KA0533
 KA0533  NGVD 29 (??/??/92)  239.031  (m)          784.22   (f) ADJ UNCH    2 0
 KA0533
 KA0533.Superseded values are not recommended for survey control.
 KA0533
 KA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0533.See file dsdata.pdf to determine how the superseded data were derived.
 KA0533
 KA0533_MARKER: DB = BENCH MARK DISK
 KA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0533_STAMPING: K 81 1946
 KA0533_MARK LOGO: CGS
 KA0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0533+STABILITY: SURFACE MOTION
 KA0533
 KA0533  HISTORY     - Date     Condition        Report By
 KA0533  HISTORY     - 1946     MONUMENTED       CGS
 KA0533  HISTORY     - 19880513 GOOD             INHD
 KA0533
 KA0533                          STATION DESCRIPTION
 KA0533
 KA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0533'2.6 MI NE FROM CATARACT.
 KA0533'ABOUT 2.6 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO DEVORE AND
 KA0533'QUINCY FROM THE E. B. SHORTRIDGE STORE AT CATARACT, 0.35 MILE EAST
 KA0533'OF A CROSS ROAD, 155 FEET WEST OF A POWER LINE POLE, 46 FEET WEST
 KA0533'OF THE CENTER OF A GATE TO A PASTURE, 33 FEET SOUTHEAST OF A SMALL
 KA0533'CEDAR TREE, 18 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA0533'OF THE ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND 2 FEET WEST OF A
 KA0533'WHITE WOODEN WITNESS POST.  NOTE-- THIS MARK MAY BE REACHED FROM
 KA0533'THE POST OFFICE AT CLOVERDALE BY GOING 5.1 MILES SOUTH ALONG STATE
 KA0533'HIGHWAY 43 THENCE ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD
 KA0533'LEADING TO CATARACT.  A STANDARD DISK, STAMPED K 81 1946 AND SET IN
 KA0533'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0533
 KA0533                          STATION RECOVERY (1988)
 KA0533
 KA0533'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1988
 KA0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2083 ***********************************************************************
 KA2083  DESIGNATION -  K 81 RESET
 KA2083  PID         -  KA2083
 KA2083  STATE/COUNTY-  IN/OWEN
 KA2083  COUNTRY     -  US
 KA2083  USGS QUAD   -  CATARACT (2019)
 KA2083
 KA2083                         *CURRENT SURVEY CONTROL
 KA2083  ______________________________________________________________________
 KA2083* NAD 83(1986) POSITION- 39 26 32.     (N) 086 47 02.     (W)   SCALED
 KA2083* NAVD 88 ORTHO HEIGHT -   239.56  (meters)      786.0   (feet) RESET
 KA2083  ______________________________________________________________________
 KA2083  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KA2083  VERT ORDER      -  THIRD
 KA2083
 KA2083.The horizontal coordinates were scaled from a map and have
 KA2083.an estimated accuracy of +/- 6 seconds.
 KA2083
 KA2083.The orthometric height was computed from unverified reset data.
 KA2083
 KA2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2083.GEOID18 height accuracy estimate available here.
 KA2083
 KA2083.Click photographs - Photos may exist for this station.
 KA2083
 KA2083;                    North         East    Units  Estimated Accuracy
 KA2083;SPC IN W     -   465,630.      925,780.      MT  (+/- 180 meters Scaled)
 KA2083
 KA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ185658(NAD 83)
 KA2083
 KA2083                          SUPERSEDED SURVEY CONTROL
 KA2083
 KA2083  NGVD 29 (08/22/16)  239.68   (m)          786.4    (f) RESET       3  
 KA2083
 KA2083.Superseded values are not recommended for survey control.
 KA2083
 KA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2083.See file dsdata.pdf to determine how the superseded data were derived.
 KA2083
 KA2083_MARKER: DV = VERTICAL CONTROL DISK
 KA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2083_STAMPING: K 81 RESET 1988
 KA2083_MARK LOGO: NGS
 KA2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2083+STABILITY: SURFACE MOTION
 KA2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2083+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 KA2083
 KA2083  HISTORY     - Date     Condition        Report By
 KA2083  HISTORY     - 1988     MONUMENTED       INHD
 KA2083  HISTORY     - 20100512 GOOD             AEROME
 KA2083  HISTORY     - 20110706 GOOD             INDIV
 KA2083
 KA2083                          STATION DESCRIPTION
 KA2083
 KA2083'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1988
 KA2083'FROM THE POST OFFICE IN CLOVERDALE GO 5.2 MILES (8.4 KM) SOUTH ON US
 KA2083'231, THENCE ABOUT 1.05 MILES (1.69 KM) WEST ALONG AN ASPHALT ROAD
 KA2083'LEADING TO CATARACT FALLS STATE PARK, 80 FEET (24.4 M) WEST OF THE
 KA2083'CENTER OF A FIELD ENTRANCE, 17 FEET (5.2 M) WEST OF A POWER LINE
 KA2083'POLE, 46 FEET (14.0 M) NORTH OF AND 3 FEET (0.9 M) LOWER THAN THE
 KA2083'CENTERLINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA2083'10 INCHES ABOVE GROUND.
 KA2083
 KA2083                          STATION RECOVERY (2010)
 KA2083
 KA2083'RECOVERY NOTE BY AERO METRIC INC 2010
 KA2083'RECOVERED IN GOOD CONDITION.
 KA2083
 KA2083                          STATION RECOVERY (2011)
 KA2083
 KA2083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA2083'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1208 ***********************************************************************
 KA1208  DESIGNATION -  K 82
 KA1208  PID         -  KA1208
 KA1208  STATE/COUNTY-  IN/CLAY
 KA1208  COUNTRY     -  US
 KA1208  USGS QUAD   -  CLAY CITY (2019)
 KA1208
 KA1208                         *CURRENT SURVEY CONTROL
 KA1208  ______________________________________________________________________
 KA1208* NAD 83(1986) POSITION- 39 17 58.     (N) 087 07 04.     (W)   SCALED
 KA1208* NAVD 88 ORTHO HEIGHT -   170.852 (meters)      560.54  (feet) ADJUSTED
 KA1208  ______________________________________________________________________
 KA1208  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1208  DYNAMIC HEIGHT  -        170.753 (meters)      560.21  (feet) COMP
 KA1208  MODELED GRAVITY -    980,043.4   (mgal)                       NAVD 88
 KA1208
 KA1208  VERT ORDER      -  FIRST     CLASS II
 KA1208
 KA1208.The horizontal coordinates were scaled from a map and have
 KA1208.an estimated accuracy of +/- 6 seconds.
 KA1208
 KA1208.The orthometric height was determined by differential leveling and
 KA1208.adjusted by the NATIONAL GEODETIC SURVEY
 KA1208.in June 1991.
 KA1208
 KA1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1208.GEOID18 height accuracy estimate available here.
 KA1208
 KA1208.Click photographs - Photos may exist for this station.
 KA1208
 KA1208.The dynamic height is computed by dividing the NAVD 88
 KA1208.geopotential number by the normal gravity value computed on the
 KA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1208.degrees latitude (g = 980.6199 gals.).
 KA1208
 KA1208.The modeled gravity was interpolated from observed gravity values.
 KA1208
 KA1208;                    North         East    Units  Estimated Accuracy
 KA1208;SPC IN W     -   449,740.      897,030.      MT  (+/- 180 meters Scaled)
 KA1208
 KA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ898500(NAD 83)
 KA1208
 KA1208                          SUPERSEDED SURVEY CONTROL
 KA1208
 KA1208  NGVD 29 (??/??/92)  170.97   (m)          560.9    (f) COMPUTED    1 2
 KA1208
 KA1208.Superseded values are not recommended for survey control.
 KA1208
 KA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1208.See file dsdata.pdf to determine how the superseded data were derived.
 KA1208
 KA1208_MARKER: DB = BENCH MARK DISK
 KA1208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1208_SP_SET: CULVERT HEADWALL
 KA1208_STAMPING: K 82 1946
 KA1208_MARK LOGO: CGS
 KA1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1208+STABILITY: SURFACE MOTION
 KA1208
 KA1208  HISTORY     - Date     Condition        Report By
 KA1208  HISTORY     - 1946     MONUMENTED       CGS
 KA1208  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1208
 KA1208                          STATION DESCRIPTION
 KA1208
 KA1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1208'1.5 MI N FROM CLAY CITY.
 KA1208'ABOUT 1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1208'THE STATION AT CLAY CITY, 0.4 MILE WEST ALONG A GRAVEL ROAD FROM
 KA1208'THE UNION CHAPEL CHURCH OF THE NAZARENE, AT A ROAD CROSSING,
 KA1208'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 4
 KA1208'FOOT CONCRETE CULVERT UNDER THE GRAVEL ROAD, 53 FEET EAST OF
 KA1208'AND ABOUT 1.5 FOOT LOWER THAN THE CENTER LINE OF THE TRACK, 36
 KA1208'FEET WEST OF POWER POLE NO. 3J5, AND 10 FEET SOUTH OF THE CENTER
 KA1208'LINE OF THE GRAVEL ROAD.
 KA1208
 KA1208                          STATION RECOVERY (1985)
 KA1208
 KA1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1209 ***********************************************************************
 KA1209  DESIGNATION -  K 82 RESET
 KA1209  PID         -  KA1209
 KA1209  STATE/COUNTY-  IN/CLAY
 KA1209  COUNTRY     -  US
 KA1209  USGS QUAD   -  CLAY CITY (2019)
 KA1209
 KA1209                         *CURRENT SURVEY CONTROL
 KA1209  ______________________________________________________________________
 KA1209* NAD 83(1986) POSITION- 39 17 58.     (N) 087 07 04.     (W)   SCALED
 KA1209* NAVD 88 ORTHO HEIGHT -   170.428 (meters)      559.15  (feet) ADJUSTED
 KA1209  ______________________________________________________________________
 KA1209  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1209  DYNAMIC HEIGHT  -        170.329 (meters)      558.82  (feet) COMP
 KA1209  MODELED GRAVITY -    980,043.4   (mgal)                       NAVD 88
 KA1209
 KA1209  VERT ORDER      -  FIRST     CLASS II
 KA1209
 KA1209.The horizontal coordinates were scaled from a map and have
 KA1209.an estimated accuracy of +/- 6 seconds.
 KA1209
 KA1209.The orthometric height was determined by differential leveling and
 KA1209.adjusted by the NATIONAL GEODETIC SURVEY
 KA1209.in June 1991.
 KA1209
 KA1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1209.GEOID18 height accuracy estimate available here.
 KA1209
 KA1209.Click photographs - Photos may exist for this station.
 KA1209
 KA1209.The dynamic height is computed by dividing the NAVD 88
 KA1209.geopotential number by the normal gravity value computed on the
 KA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1209.degrees latitude (g = 980.6199 gals.).
 KA1209
 KA1209.The modeled gravity was interpolated from observed gravity values.
 KA1209
 KA1209;                    North         East    Units  Estimated Accuracy
 KA1209;SPC IN W     -   449,740.      897,030.      MT  (+/- 180 meters Scaled)
 KA1209
 KA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ898500(NAD 83)
 KA1209
 KA1209                          SUPERSEDED SURVEY CONTROL
 KA1209
 KA1209  NGVD 29 (??/??/??)  170.55   (m)          559.5    (f) RESET       3  
 KA1209
 KA1209.Superseded values are not recommended for survey control.
 KA1209
 KA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1209.See file dsdata.pdf to determine how the superseded data were derived.
 KA1209
 KA1209_MARKER: DB = BENCH MARK DISK
 KA1209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1209_SP_SET: HEADWALL
 KA1209_STAMPING: K 82 RESET 1954
 KA1209_MARK LOGO: CGS
 KA1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1209+STABILITY: SURFACE MOTION
 KA1209
 KA1209  HISTORY     - Date     Condition        Report By
 KA1209  HISTORY     - 1954     MONUMENTED       LOCENG
 KA1209  HISTORY     - 1954     GOOD             CGS
 KA1209  HISTORY     - 1985     GOOD             NGS
 KA1209
 KA1209                          STATION DESCRIPTION
 KA1209
 KA1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA1209'1.5 MI N FROM CLAY CITY.
 KA1209'1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1209'STATION AT CLAY CITY, CLAY COUNTY, 0.4 MILE WEST ALONG A GRAVEL ROAD
 KA1209'FROM THE UNION CHAPEL CHURCH OF THE NAZARENE, AT A ROAD CROSSING,
 KA1209'57 FEET EAST OF THE CENTER LINE OF THE TRACK, AT A CULVERT
 KA1209'UNDER THE ROAD, AND IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD
 KA1209'DISK, STAMPED K 82 RESET 1954.
 KA1209
 KA1209                          STATION RECOVERY (1985)
 KA1209
 KA1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1209'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM (1.6
 KA1209'MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION WITH STATE
 KA1209'HIGHWAY 157 IN CLAY CITY, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG A
 KA1209'PAVED ROAD, IN THE WEST END OF THE SOUTH HEADWALL OF A 6 BY 24 FT
 KA1209'CONCRETE CULVERT UNDER THE ROAD, 0.2 KM (0.1 MI) EAST OF A PAVED ROAD
 KA1209'LEADING SOUTH, 17.4 M (57.1 FT) EAST OF THE CENTER OF AN OLD RAILROAD
 KA1209'BED, 5.2 M (17.1 FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.2 M (0.7
 KA1209'FT) EAST OF THE WEST END OF THE HEADWALL.
 KA1209'THE MARK IS 0.9 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0916 ***********************************************************************
 KA0916  DESIGNATION -  K 83
 KA0916  PID         -  KA0916
 KA0916  STATE/COUNTY-  IN/VIGO
 KA0916  COUNTRY     -  US
 KA0916  USGS QUAD   -  ROSEDALE (2019)
 KA0916
 KA0916                         *CURRENT SURVEY CONTROL
 KA0916  ______________________________________________________________________
 KA0916* NAD 83(1986) POSITION- 39 32 07.     (N) 087 18 52.     (W)   SCALED
 KA0916* NAVD 88 ORTHO HEIGHT -   159.099 (meters)      521.98  (feet) ADJUSTED
 KA0916  ______________________________________________________________________
 KA0916  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 KA0916  DYNAMIC HEIGHT  -        159.007 (meters)      521.68  (feet) COMP
 KA0916  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 KA0916
 KA0916  VERT ORDER      -  FIRST     CLASS II
 KA0916
 KA0916.The horizontal coordinates were scaled from a map and have
 KA0916.an estimated accuracy of +/- 6 seconds.
 KA0916
 KA0916.The orthometric height was determined by differential leveling and
 KA0916.adjusted by the NATIONAL GEODETIC SURVEY
 KA0916.in June 1991.
 KA0916
 KA0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0916.GEOID18 height accuracy estimate available here.
 KA0916
 KA0916.Click photographs - Photos may exist for this station.
 KA0916
 KA0916.The dynamic height is computed by dividing the NAVD 88
 KA0916.geopotential number by the normal gravity value computed on the
 KA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0916.degrees latitude (g = 980.6199 gals.).
 KA0916
 KA0916.The modeled gravity was interpolated from observed gravity values.
 KA0916
 KA0916;                    North         East    Units  Estimated Accuracy
 KA0916;SPC IN W     -   475,950.      880,130.      MT  (+/- 180 meters Scaled)
 KA0916
 KA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729762(NAD 83)
 KA0916
 KA0916                          SUPERSEDED SURVEY CONTROL
 KA0916
 KA0916  NGVD 29 (??/??/92)  159.205  (m)          522.33   (f) ADJ UNCH    1 2
 KA0916
 KA0916.Superseded values are not recommended for survey control.
 KA0916
 KA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0916.See file dsdata.pdf to determine how the superseded data were derived.
 KA0916
 KA0916_MARKER: DB = BENCH MARK DISK
 KA0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0916_SP_SET: BRIDGE
 KA0916_STAMPING: K 83 1946
 KA0916_MARK LOGO: CGS
 KA0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0916
 KA0916  HISTORY     - Date     Condition        Report By
 KA0916  HISTORY     - 1946     MONUMENTED       CGS
 KA0916  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0916
 KA0916                          STATION DESCRIPTION
 KA0916
 KA0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0916'4.6 MI SW FROM FONTANET.
 KA0916'ABOUT 4.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0916'FROM THE STATION AT FONTANET, ABOUT 1.15 MILES SOUTHWEST ALONG
 KA0916'THE TRACK FROM THE ROAD CROSSING AT BURNETT, 0.5 MILE EAST OF
 KA0916'A WOODEN OVERPASS, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KA0916'ABUTMENT OF AN 8 FOOT CONCRETE AND STONE BRIDGE OVER A SMALL
 KA0916'STREAM, 12 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTER
 KA0916'LINE OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED K 83 1946.
 KA0916
 KA0916                          STATION RECOVERY (1985)
 KA0916
 KA0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0916'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0478 ***********************************************************************
 KA0478  DESIGNATION -  K 84
 KA0478  PID         -  KA0478
 KA0478  STATE/COUNTY-  IN/OWEN
 KA0478  COUNTRY     -  US
 KA0478  USGS QUAD   -  SPENCER (2019)
 KA0478
 KA0478                         *CURRENT SURVEY CONTROL
 KA0478  ______________________________________________________________________
 KA0478* NAD 83(1986) POSITION- 39 21 03.     (N) 086 45 59.     (W)   SCALED
 KA0478* NAVD 88 ORTHO HEIGHT -   182.463 (meters)      598.63  (feet) ADJUSTED
 KA0478  ______________________________________________________________________
 KA0478  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 KA0478  DYNAMIC HEIGHT  -        182.357 (meters)      598.28  (feet) COMP
 KA0478  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 KA0478
 KA0478  VERT ORDER      -  SECOND    CLASS 0
 KA0478
 KA0478.The horizontal coordinates were scaled from a map and have
 KA0478.an estimated accuracy of +/- 6 seconds.
 KA0478
 KA0478.The orthometric height was determined by differential leveling and
 KA0478.adjusted by the NATIONAL GEODETIC SURVEY
 KA0478.in June 1991.
 KA0478
 KA0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0478.GEOID18 height accuracy estimate available here.
 KA0478
 KA0478.Click photographs - Photos may exist for this station.
 KA0478
 KA0478.The dynamic height is computed by dividing the NAVD 88
 KA0478.geopotential number by the normal gravity value computed on the
 KA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0478.degrees latitude (g = 980.6199 gals.).
 KA0478
 KA0478.The modeled gravity was interpolated from observed gravity values.
 KA0478
 KA0478;                    North         East    Units  Estimated Accuracy
 KA0478;SPC IN W     -   455,490.      927,320.      MT  (+/- 180 meters Scaled)
 KA0478
 KA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ201557(NAD 83)
 KA0478
 KA0478                          SUPERSEDED SURVEY CONTROL
 KA0478
 KA0478  NGVD 29 (??/??/92)  182.589  (m)          599.04   (f) ADJ UNCH    2 0
 KA0478
 KA0478.Superseded values are not recommended for survey control.
 KA0478
 KA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0478.See file dsdata.pdf to determine how the superseded data were derived.
 KA0478
 KA0478_MARKER: DB = BENCH MARK DISK
 KA0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0478_SP_SET: BRIDGE
 KA0478_STAMPING: K 84 1946
 KA0478_MARK LOGO: CGS
 KA0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0478
 KA0478  HISTORY     - Date     Condition        Report By
 KA0478  HISTORY     - 1946     MONUMENTED       CGS
 KA0478
 KA0478                          STATION DESCRIPTION
 KA0478
 KA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0478'2.6 MI SE FROM CUBA.
 KA0478'2.65 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SPENCER
 KA0478'FROM THE CUBA BAPTIST CHURCH AT CUBA, AT THE JUNCTION OF A
 KA0478'GRAVEL ROAD LEADING NORTHEAST TO CARP, 180 FEET NORTHEAST ALONG
 KA0478'THE ROAD TO CARP FROM THE JUNCTION OF THE TWO ROADS, SET IN
 KA0478'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A
 KA0478'68 FOOT STEEL BRIDGE, 10 FEET SOUTHEAST OF AND ABOUT LEVEL
 KA0478'WITH THE CENTER LINE OF THE ROAD TO CARP.  A STANDARD DISK,
 KA0478'STAMPED K 84 1946, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1027 ***********************************************************************
 KA1027  DESIGNATION -  K 85
 KA1027  PID         -  KA1027
 KA1027  STATE/COUNTY-  IN/PARKE
 KA1027  COUNTRY     -  US
 KA1027  USGS QUAD   -  ROCKVILLE (2019)
 KA1027
 KA1027                         *CURRENT SURVEY CONTROL
 KA1027  ______________________________________________________________________
 KA1027* NAD 83(1986) POSITION- 39 45 31.     (N) 087 14 17.     (W)   SCALED
 KA1027* NAVD 88 ORTHO HEIGHT -   210.387 (meters)      690.24  (feet) ADJUSTED
 KA1027  ______________________________________________________________________
 KA1027  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 KA1027  DYNAMIC HEIGHT  -        210.268 (meters)      689.85  (feet) COMP
 KA1027  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 KA1027
 KA1027  VERT ORDER      -  SECOND    CLASS 0
 KA1027
 KA1027.The horizontal coordinates were scaled from a map and have
 KA1027.an estimated accuracy of +/- 6 seconds.
 KA1027
 KA1027.The orthometric height was determined by differential leveling and
 KA1027.adjusted by the NATIONAL GEODETIC SURVEY
 KA1027.in June 1991.
 KA1027
 KA1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1027.GEOID18 height accuracy estimate available here.
 KA1027
 KA1027.Click photographs - Photos may exist for this station.
 KA1027
 KA1027.The dynamic height is computed by dividing the NAVD 88
 KA1027.geopotential number by the normal gravity value computed on the
 KA1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1027.degrees latitude (g = 980.6199 gals.).
 KA1027
 KA1027.The modeled gravity was interpolated from observed gravity values.
 KA1027
 KA1027;                    North         East    Units  Estimated Accuracy
 KA1027;SPC IN W     -   500,730.      886,740.      MT  (+/- 180 meters Scaled)
 KA1027
 KA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796009(NAD 83)
 KA1027
 KA1027                          SUPERSEDED SURVEY CONTROL
 KA1027
 KA1027  NGVD 29 (??/??/92)  210.482  (m)          690.56   (f) ADJ UNCH    2 0
 KA1027
 KA1027.Superseded values are not recommended for survey control.
 KA1027
 KA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1027.See file dsdata.pdf to determine how the superseded data were derived.
 KA1027
 KA1027_MARKER: DB = BENCH MARK DISK
 KA1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1027_STAMPING: K 85 1946
 KA1027_MARK LOGO: CGS
 KA1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1027+STABILITY: SURFACE MOTION
 KA1027
 KA1027  HISTORY     - Date     Condition        Report By
 KA1027  HISTORY     - 1946     MONUMENTED       CGS
 KA1027
 KA1027                          STATION DESCRIPTION
 KA1027
 KA1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1027'0.6 MI SW FROM ROCKVILLE.
 KA1027'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1027'AT ROCKVILLE, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY
 KA1027'41, ABOUT 0.1 MILE SOUTHWEST OF THE PARKVIEW CAFE, 98.9 FEET
 KA1027'WEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 28.7 FEET
 KA1027'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 KA1027'2 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET NORTHEAST OF A
 KA1027'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 85 1946
 KA1027'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA1027'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0779 ***********************************************************************
 KA0779  DESIGNATION -  K 86
 KA0779  PID         -  KA0779
 KA0779  STATE/COUNTY-  IN/HENDRICKS
 KA0779  COUNTRY     -  US
 KA0779  USGS QUAD   -  DANVILLE (2019)
 KA0779
 KA0779                         *CURRENT SURVEY CONTROL
 KA0779  ______________________________________________________________________
 KA0779* NAD 83(1986) POSITION- 39 45 37.7    (N) 086 31 29.2    (W)   HD_HELD2
 KA0779* NAVD 88 ORTHO HEIGHT -   290.734 (meters)      953.85  (feet) ADJUSTED
 KA0779  ______________________________________________________________________
 KA0779  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 KA0779  DYNAMIC HEIGHT  -        290.575 (meters)      953.33  (feet) COMP
 KA0779  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 KA0779
 KA0779  VERT ORDER      -  FIRST     CLASS II
 KA0779
 KA0779.The horizontal coordinates were established by autonomous hand held GPS
 KA0779.observations and have an estimated accuracy of +/- 10 meters.
 KA0779
 KA0779.The orthometric height was determined by differential leveling and
 KA0779.adjusted by the NATIONAL GEODETIC SURVEY
 KA0779.in June 1991.
 KA0779
 KA0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0779.GEOID18 height accuracy estimate available here.
 KA0779
 KA0779.Click photographs - Photos may exist for this station.
 KA0779
 KA0779.The dynamic height is computed by dividing the NAVD 88
 KA0779.geopotential number by the normal gravity value computed on the
 KA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0779.degrees latitude (g = 980.6199 gals.).
 KA0779
 KA0779.The modeled gravity was interpolated from observed gravity values.
 KA0779
 KA0779;                    North         East    Units  Estimated Accuracy
 KA0779;SPC IN W     -   501,072.      947,862.      MT  (+/- 10 meters HH2 GPS)
 KA0779
 KA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4070601280(NAD 83)
 KA0779
 KA0779                          SUPERSEDED SURVEY CONTROL
 KA0779
 KA0779  NGVD 29 (??/??/92)  290.847  (m)          954.22   (f) ADJ UNCH    1 2
 KA0779
 KA0779.Superseded values are not recommended for survey control.
 KA0779
 KA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0779.See file dsdata.pdf to determine how the superseded data were derived.
 KA0779
 KA0779_MARKER: DB = BENCH MARK DISK
 KA0779_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA0779_SP_SET: BUILDING
 KA0779_STAMPING: K 86 1946
 KA0779_MARK LOGO: CGS
 KA0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0779+STABILITY: POSITION/ELEVATION WELL
 KA0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0779+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2011
 KA0779
 KA0779  HISTORY     - Date     Condition        Report By
 KA0779  HISTORY     - 1946     MONUMENTED       CGS
 KA0779  HISTORY     - 1985     GOOD             NGS
 KA0779  HISTORY     - 20041224 GOOD             GEOCAC
 KA0779  HISTORY     - 20110323 GOOD             NGS
 KA0779
 KA0779                          STATION DESCRIPTION
 KA0779
 KA0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0779'AT DANVILLE.
 KA0779'AT DANVILLE, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER
 KA0779'OF THE FOUNDATION OF THE HENDRICKS COUNTY COURT HOUSE, 1.2 FOOT
 KA0779'FROM THE CORNER OF THE FOUNDATION STONE AND 2 FEET ABOVE THE GROUND.
 KA0779'A STANDARD DISK, STAMPED K 86 1946.
 KA0779
 KA0779                          STATION RECOVERY (1985)
 KA0779
 KA0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0779'RECOVERED IN GOOD CONDITION.
 KA0779
 KA0779                          STATION RECOVERY (2004)
 KA0779
 KA0779'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KA0779'STATION RECOVERED IN GOOD CONDITION.
 KA0779
 KA0779                          STATION RECOVERY (2011)
 KA0779
 KA0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DW)
 KA0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0849 ***********************************************************************
 LB0849  DESIGNATION -  K 87
 LB0849  PID         -  LB0849
 LB0849  STATE/COUNTY-  IN/MONTGOMERY
 LB0849  COUNTRY     -  US
 LB0849  USGS QUAD   -  COLFAX (2019)
 LB0849
 LB0849                         *CURRENT SURVEY CONTROL
 LB0849  ______________________________________________________________________
 LB0849* NAD 83(1986) POSITION- 40 10 43.     (N) 086 42 53.     (W)   SCALED
 LB0849* NAVD 88 ORTHO HEIGHT -   245.624 (meters)      805.85  (feet) ADJUSTED
 LB0849  ______________________________________________________________________
 LB0849  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 LB0849  DYNAMIC HEIGHT  -        245.494 (meters)      805.42  (feet) COMP
 LB0849  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 LB0849
 LB0849  VERT ORDER      -  SECOND    CLASS 0
 LB0849
 LB0849.The horizontal coordinates were scaled from a map and have
 LB0849.an estimated accuracy of +/- 6 seconds.
 LB0849
 LB0849.The orthometric height was determined by differential leveling and
 LB0849.adjusted by the NATIONAL GEODETIC SURVEY
 LB0849.in June 1991.
 LB0849
 LB0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0849.GEOID18 height accuracy estimate available here.
 LB0849
 LB0849.Click photographs - Photos may exist for this station.
 LB0849
 LB0849.The dynamic height is computed by dividing the NAVD 88
 LB0849.geopotential number by the normal gravity value computed on the
 LB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0849.degrees latitude (g = 980.6199 gals.).
 LB0849
 LB0849.The modeled gravity was interpolated from observed gravity values.
 LB0849
 LB0849;                    North         East    Units  Estimated Accuracy
 LB0849;SPC IN W     -   547,410.      931,390.      MT  (+/- 180 meters Scaled)
 LB0849
 LB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242476(NAD 83)
 LB0849
 LB0849                          SUPERSEDED SURVEY CONTROL
 LB0849
 LB0849  NGVD 29 (??/??/92)  245.720  (m)          806.17   (f) ADJ UNCH    2 0
 LB0849
 LB0849.Superseded values are not recommended for survey control.
 LB0849
 LB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0849.See file dsdata.pdf to determine how the superseded data were derived.
 LB0849
 LB0849_MARKER: DB = BENCH MARK DISK
 LB0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0849_SP_SET: BRIDGE WINGWALL
 LB0849_STAMPING: K 87 1946
 LB0849_MARK LOGO: CGS
 LB0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0849
 LB0849  HISTORY     - Date     Condition        Report By
 LB0849  HISTORY     - 1946     MONUMENTED       CGS
 LB0849
 LB0849                          STATION DESCRIPTION
 LB0849
 LB0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0849'1.6 MI NE FROM BOWERS.
 LB0849'ABOUT 0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LB0849'THE ROAD CROSSING AT BOWERS, THENCE ABOUT 1.05 MILE NORTH ALONG
 LB0849'A GRAVEL ROAD, ABOUT 0.45 MILE NORTH OF AN EAST-WEST GRAVEL ROAD,
 LB0849'SET IN THE SOUTHWEST WING WALL OF A BRIDGE OVER LITTLE POTATO
 LB0849'CREEK, 10 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 LB0849'SOUTHWEST OF THE STEEL GUARD RAIL, AND ABOUT LEVEL WITH THE ROAD.
 LB0849'A STANDARD DISK, STAMPED K 87 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0795 ***********************************************************************
 LB0795  DESIGNATION -  K 88
 LB0795  PID         -  LB0795
 LB0795  STATE/COUNTY-  IN/TIPPECANOE
 LB0795  COUNTRY     -  US
 LB0795  USGS QUAD   -  STOCKWELL (2019)
 LB0795
 LB0795                         *CURRENT SURVEY CONTROL
 LB0795  ______________________________________________________________________
 LB0795* NAD 83(1986) POSITION- 40 15 30.     (N) 086 49 19.     (W)   SCALED
 LB0795* NAVD 88 ORTHO HEIGHT -   223.704 (meters)      733.94  (feet) ADJUSTED
 LB0795  ______________________________________________________________________
 LB0795  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LB0795  DYNAMIC HEIGHT  -        223.589 (meters)      733.56  (feet) COMP
 LB0795  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 LB0795
 LB0795  VERT ORDER      -  SECOND    CLASS 0
 LB0795
 LB0795.The horizontal coordinates were scaled from a map and have
 LB0795.an estimated accuracy of +/- 6 seconds.
 LB0795
 LB0795.The orthometric height was determined by differential leveling and
 LB0795.adjusted by the NATIONAL GEODETIC SURVEY
 LB0795.in June 1991.
 LB0795
 LB0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0795.GEOID18 height accuracy estimate available here.
 LB0795
 LB0795.Click photographs - Photos may exist for this station.
 LB0795
 LB0795.The dynamic height is computed by dividing the NAVD 88
 LB0795.geopotential number by the normal gravity value computed on the
 LB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0795.degrees latitude (g = 980.6199 gals.).
 LB0795
 LB0795.The modeled gravity was interpolated from observed gravity values.
 LB0795
 LB0795;                    North         East    Units  Estimated Accuracy
 LB0795;SPC IN W     -   556,230.      922,240.      MT  (+/- 180 meters Scaled)
 LB0795
 LB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK151564(NAD 83)
 LB0795
 LB0795                          SUPERSEDED SURVEY CONTROL
 LB0795
 LB0795  NGVD 29 (??/??/92)  223.796  (m)          734.24   (f) ADJ UNCH    2 0
 LB0795
 LB0795.Superseded values are not recommended for survey control.
 LB0795
 LB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0795.See file dsdata.pdf to determine how the superseded data were derived.
 LB0795
 LB0795_MARKER: DB = BENCH MARK DISK
 LB0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0795_SP_SET: BRIDGE WINGWALL
 LB0795_STAMPING: K 88 1946
 LB0795_MARK LOGO: CGS
 LB0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0795
 LB0795  HISTORY     - Date     Condition        Report By
 LB0795  HISTORY     - 1946     MONUMENTED       CGS
 LB0795  HISTORY     - 1966     GOOD             CGS
 LB0795
 LB0795                          STATION DESCRIPTION
 LB0795
 LB0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0795'4.4 MI E FROM ROMNEY.
 LB0795'ABOUT 4.35 MILES EAST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION
 LB0795'OF STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.3 MILE EAST OF A GRAVEL
 LB0795'ROAD CROSSING, SET IN THE SOUTHEAST WING WALL OF A 60 FOOT
 LB0795'CONCRETE BRIDGE, (BRIDGE NO. 28-D1-41.88), 15 FEET SOUTH OF AND
 LB0795'ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, AND 1.3
 LB0795'FOOT SOUTHEAST OF THE CONCRETE GUARD RAIL.  A STANDARD DISK,
 LB0795'STAMPED K 88 1946.
 LB0795
 LB0795                          STATION RECOVERY (1966)
 LB0795
 LB0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2092 ***********************************************************************
 LB2092  DESIGNATION -  K 88 RESET
 LB2092  PID         -  LB2092
 LB2092  STATE/COUNTY-  IN/TIPPECANOE
 LB2092  COUNTRY     -  US
 LB2092  USGS QUAD   -  STOCKWELL (2019)
 LB2092
 LB2092                         *CURRENT SURVEY CONTROL
 LB2092  ______________________________________________________________________
 LB2092* NAD 83(1986) POSITION- 40 15 30.     (N) 086 49 19.     (W)   SCALED
 LB2092* NAVD 88 ORTHO HEIGHT -   225.40  (meters)      739.5   (feet) RESET
 LB2092  ______________________________________________________________________
 LB2092  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LB2092  VERT ORDER      -  THIRD
 LB2092
 LB2092.The horizontal coordinates were scaled from a map and have
 LB2092.an estimated accuracy of +/- 6 seconds.
 LB2092
 LB2092.The orthometric height was computed from unverified reset data.
 LB2092
 LB2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2092.GEOID18 height accuracy estimate available here.
 LB2092
 LB2092.Click photographs - Photos may exist for this station.
 LB2092
 LB2092;                    North         East    Units  Estimated Accuracy
 LB2092;SPC IN W     -   556,230.      922,240.      MT  (+/- 180 meters Scaled)
 LB2092
 LB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK151564(NAD 83)
 LB2092
 LB2092                          SUPERSEDED SURVEY CONTROL
 LB2092
 LB2092  NGVD 29 (08/22/16)  225.50   (m)          739.8    (f) RESET       3  
 LB2092
 LB2092.Superseded values are not recommended for survey control.
 LB2092
 LB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2092.See file dsdata.pdf to determine how the superseded data were derived.
 LB2092
 LB2092_MARKER: DV = VERTICAL CONTROL DISK
 LB2092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2092_SP_SET: HEADWALL
 LB2092_STAMPING: K 88 RESET 1983
 LB2092_MARK LOGO: NGS
 LB2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2092+STABILITY: SURFACE MOTION
 LB2092
 LB2092  HISTORY     - Date     Condition        Report By
 LB2092  HISTORY     - 1983     MONUMENTED       NGS
 LB2092
 LB2092                          STATION DESCRIPTION
 LB2092
 LB2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LB2092'7.0 KM (4.35 MI) EAST FROM ROMNEY.
 LB2092'7.0 KM (4.35 MI) EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LB2092'WITH U.S. HIGHWAY 231 IN ROMNEY, ABOUT 0.48 KM (0.3 MI) EAST
 LB2092'OF A GRAVEL ROAD CROSSING, IN THE EAST HEADWALL OF BRIDGE IN THE
 LB2092'SOUTHEAST CORNER OF BRIDGE, 7.3 METERS (24.0 FEET) SOUTH OF THE
 LB2092'CENTERLINE OF HIGHWAY 28, AND 0.3 METER (1.0 FOOT) SOUTH OF GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0721 ***********************************************************************
 LB0721  DESIGNATION -  K 89
 LB0721  PID         -  LB0721
 LB0721  STATE/COUNTY-  IN/CLINTON
 LB0721  COUNTRY     -  US
 LB0721  USGS QUAD   -  MULBERRY (2019)
 LB0721
 LB0721                         *CURRENT SURVEY CONTROL
 LB0721  ______________________________________________________________________
 LB0721* NAD 83(1986) POSITION- 40 19 58.     (N) 086 38 46.     (W)   SCALED
 LB0721* NAVD 88 ORTHO HEIGHT -   234.607 (meters)      769.71  (feet) ADJUSTED
 LB0721  ______________________________________________________________________
 LB0721  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 LB0721  DYNAMIC HEIGHT  -        234.486 (meters)      769.31  (feet) COMP
 LB0721  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LB0721
 LB0721  VERT ORDER      -  SECOND    CLASS 0
 LB0721
 LB0721.The horizontal coordinates were scaled from a map and have
 LB0721.an estimated accuracy of +/- 6 seconds.
 LB0721
 LB0721.The orthometric height was determined by differential leveling and
 LB0721.adjusted by the NATIONAL GEODETIC SURVEY
 LB0721.in June 1991.
 LB0721
 LB0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0721.GEOID18 height accuracy estimate available here.
 LB0721
 LB0721.Click photographs - Photos may exist for this station.
 LB0721
 LB0721.The dynamic height is computed by dividing the NAVD 88
 LB0721.geopotential number by the normal gravity value computed on the
 LB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0721.degrees latitude (g = 980.6199 gals.).
 LB0721
 LB0721.The modeled gravity was interpolated from observed gravity values.
 LB0721
 LB0721;                    North         East    Units  Estimated Accuracy
 LB0721;SPC IN W     -   564,560.      937,150.      MT  (+/- 180 meters Scaled)
 LB0721
 LB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK300647(NAD 83)
 LB0721
 LB0721                          SUPERSEDED SURVEY CONTROL
 LB0721
 LB0721  NGVD 29 (??/??/92)  234.710  (m)          770.04   (f) ADJ UNCH    2 0
 LB0721
 LB0721.Superseded values are not recommended for survey control.
 LB0721
 LB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0721.See file dsdata.pdf to determine how the superseded data were derived.
 LB0721
 LB0721_MARKER: DB = BENCH MARK DISK
 LB0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0721_STAMPING: K 89 1946
 LB0721_MARK LOGO: CGS
 LB0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0721+STABILITY: SURFACE MOTION
 LB0721
 LB0721  HISTORY     - Date     Condition        Report By
 LB0721  HISTORY     - 1946     MONUMENTED       CGS
 LB0721  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0721
 LB0721                          STATION DESCRIPTION
 LB0721
 LB0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0721'1.2 MI SE FROM MULBERRY.
 LB0721'1.15 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0721'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, AT THE
 LB0721'CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 46.5 FEET SOUTHWEST
 LB0721'OF THE SOUTHWEST RAIL, 32 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LB0721'35 FEET SOUTHEAST OF A CROSSING-WARNING SIGN, 9 FEET NORTHEAST
 LB0721'OF A FENCE CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 LB0721'POST, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LB0721'STAMPED K 89 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0721'4 INCHES ABOVE GROUND.
 LB0721
 LB0721                          STATION RECOVERY (2002)
 LB0721
 LB0721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0721'MARK NOT FOUND, POSSIBLY DUE TO RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2049 ***********************************************************************
 JZ2049  DESIGNATION -  K 9
 JZ2049  PID         -  JZ2049
 JZ2049  STATE/COUNTY-  IN/FRANKLIN
 JZ2049  COUNTRY     -  US
 JZ2049  USGS QUAD   -  METAMORA (2019)
 JZ2049
 JZ2049                         *CURRENT SURVEY CONTROL
 JZ2049  ______________________________________________________________________
 JZ2049* NAD 83(1986) POSITION- 39 26 48.     (N) 085 08 01.     (W)   SCALED
 JZ2049* NAVD 88 ORTHO HEIGHT -   205.447 (meters)      674.04  (feet) ADJUSTED
 JZ2049  ______________________________________________________________________
 JZ2049  GEOID HEIGHT    -        -34.111 (meters)                     GEOID18
 JZ2049  DYNAMIC HEIGHT  -        205.322 (meters)      673.63  (feet) COMP
 JZ2049  MODELED GRAVITY -    980,011.9   (mgal)                       NAVD 88
 JZ2049
 JZ2049  VERT ORDER      -  SECOND    CLASS 0
 JZ2049
 JZ2049.The horizontal coordinates were scaled from a map and have
 JZ2049.an estimated accuracy of +/- 6 seconds.
 JZ2049
 JZ2049.The orthometric height was determined by differential leveling and
 JZ2049.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2049.in June 1991.
 JZ2049
 JZ2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2049.GEOID18 height accuracy estimate available here.
 JZ2049
 JZ2049.Click photographs - Photos may exist for this station.
 JZ2049
 JZ2049.The dynamic height is computed by dividing the NAVD 88
 JZ2049.geopotential number by the normal gravity value computed on the
 JZ2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2049.degrees latitude (g = 980.6199 gals.).
 JZ2049
 JZ2049.The modeled gravity was interpolated from observed gravity values.
 JZ2049
 JZ2049;                    North         East    Units  Estimated Accuracy
 JZ2049;SPC IN E     -   466,220.      145,880.      MT  (+/- 180 meters Scaled)
 JZ2049
 JZ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ605680(NAD 83)
 JZ2049
 JZ2049                          SUPERSEDED SURVEY CONTROL
 JZ2049
 JZ2049  NGVD 29 (??/??/92)  205.610  (m)          674.57   (f) ADJ UNCH    2 0
 JZ2049
 JZ2049.Superseded values are not recommended for survey control.
 JZ2049
 JZ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2049.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2049
 JZ2049_MARKER: DD = SURVEY DISK
 JZ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2049_STAMPING: K 9 1928
 JZ2049_MARK LOGO: USGS
 JZ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2049+STABILITY: SURFACE MOTION
 JZ2049
 JZ2049  HISTORY     - Date     Condition        Report By
 JZ2049  HISTORY     - 1928     MONUMENTED       USGS
 JZ2049  HISTORY     - 1947     GOOD             CGS
 JZ2049
 JZ2049                          STATION DESCRIPTION
 JZ2049
 JZ2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2049'AT METAMORA.
 JZ2049'AT METAMORA, IN THE NORTHEAST ANGLE OF THE CROSSING OF THE MAIN
 JZ2049'NORTH-SOUTH STREET AND THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2049'ST. LOUIS RAILWAY, 99 FEET EAST OF THE CENTER LINE OF THE
 JZ2049'STREET, 53 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JZ2049'55.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ANNESS HARDWARE
 JZ2049'STORE, 39 FEET SOUTH OF THE SOUTHWEST CORNER OF A 1 1/2 STORY
 JZ2049'HOUSE AND IN LINE WITH THE WEST FACE OF THE HOUSE, 3 FEET WEST
 JZ2049'OF THE WEST ONE OF THREE LARGE MAPLE TREES, ABOUT LEVEL WITH THE
 JZ2049'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ2049'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2078 ***********************************************************************
 JZ2078  DESIGNATION -  K 9
 JZ2078  PID         -  JZ2078
 JZ2078  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2078  COUNTRY     -  US
 JZ2078  USGS QUAD   -  HOPE (2019)
 JZ2078
 JZ2078                         *CURRENT SURVEY CONTROL
 JZ2078  ______________________________________________________________________
 JZ2078* NAD 83(1986) POSITION- 39 19 05.     (N) 085 51 00.     (W)   SCALED
 JZ2078* NAVD 88 ORTHO HEIGHT -   207.244 (meters)      679.93  (feet) ADJUSTED
 JZ2078  ______________________________________________________________________
 JZ2078  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 JZ2078  DYNAMIC HEIGHT  -        207.118 (meters)      679.52  (feet) COMP
 JZ2078  MODELED GRAVITY -    980,013.1   (mgal)                       NAVD 88
 JZ2078
 JZ2078  VERT ORDER      -  FIRST     CLASS II
 JZ2078
 JZ2078.The horizontal coordinates were scaled from a map and have
 JZ2078.an estimated accuracy of +/- 6 seconds.
 JZ2078
 JZ2078.The orthometric height was determined by differential leveling and
 JZ2078.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2078.in June 1991.
 JZ2078
 JZ2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2078.GEOID18 height accuracy estimate available here.
 JZ2078
 JZ2078.Click photographs - Photos may exist for this station.
 JZ2078
 JZ2078.The dynamic height is computed by dividing the NAVD 88
 JZ2078.geopotential number by the normal gravity value computed on the
 JZ2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2078.degrees latitude (g = 980.6199 gals.).
 JZ2078
 JZ2078.The modeled gravity was interpolated from observed gravity values.
 JZ2078
 JZ2078;                    North         East    Units  Estimated Accuracy
 JZ2078;SPC IN E     -   451,820.       84,190.      MT  (+/- 180 meters Scaled)
 JZ2078
 JZ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ991527(NAD 83)
 JZ2078
 JZ2078                          SUPERSEDED SURVEY CONTROL
 JZ2078
 JZ2078  NGVD 29 (??/??/92)  207.361  (m)          680.32   (f) ADJ UNCH    1 2
 JZ2078
 JZ2078.Superseded values are not recommended for survey control.
 JZ2078
 JZ2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2078.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2078
 JZ2078_MARKER: DB = BENCH MARK DISK
 JZ2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2078_STAMPING: 680.317 207.361 M K 9 1930
 JZ2078_MARK LOGO: CGS
 JZ2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2078+STABILITY: SURFACE MOTION
 JZ2078
 JZ2078  HISTORY     - Date     Condition        Report By
 JZ2078  HISTORY     - 1930     MONUMENTED       CGS
 JZ2078  HISTORY     - 1944     GOOD             CGS
 JZ2078
 JZ2078                          STATION DESCRIPTION
 JZ2078
 JZ2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JZ2078'AT ST LOUIS CROSSING.
 JZ2078'AT ST. LOUIS CROSSING, BARTHOLOMEW COUNTY, ON THE PENNSYLVANIA
 JZ2078'RAILROAD, 100 FEET SOUTH OF THE STATION, 268 FEET SOUTH OF A
 JZ2078'ROAD CROSSING, AND 15.7 FEET EAST OF THE EAST RAIL OF THE
 JZ2078'MAIN-LINE TRACK.  A STANDARD DISK, STAMPED 680.317 207.361 M K
 JZ2078'9 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JZ2078'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1220 ***********************************************************************
 LB1220  DESIGNATION -  K 90
 LB1220  PID         -  LB1220
 LB1220  STATE/COUNTY-  IN/NEWTON
 LB1220  COUNTRY     -  US
 LB1220  USGS QUAD   -  KENTLAND (2019)
 LB1220
 LB1220                         *CURRENT SURVEY CONTROL
 LB1220  ______________________________________________________________________
 LB1220* NAD 83(1986) POSITION- 40 46 09.     (N) 087 28 50.     (W)   SCALED
 LB1220* NAVD 88 ORTHO HEIGHT -   205.001 (meters)      672.57  (feet) ADJUSTED
 LB1220  ______________________________________________________________________
 LB1220  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 LB1220  DYNAMIC HEIGHT  -        204.908 (meters)      672.27  (feet) COMP
 LB1220  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 LB1220
 LB1220  VERT ORDER      -  SECOND    CLASS 0
 LB1220
 LB1220.The horizontal coordinates were scaled from a map and have
 LB1220.an estimated accuracy of +/- 6 seconds.
 LB1220
 LB1220.The orthometric height was determined by differential leveling and
 LB1220.adjusted by the NATIONAL GEODETIC SURVEY
 LB1220.in June 1991.
 LB1220
 LB1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1220.GEOID18 height accuracy estimate available here.
 LB1220
 LB1220.Click photographs - Photos may exist for this station.
 LB1220
 LB1220.The dynamic height is computed by dividing the NAVD 88
 LB1220.geopotential number by the normal gravity value computed on the
 LB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1220.degrees latitude (g = 980.6199 gals.).
 LB1220
 LB1220.The modeled gravity was interpolated from observed gravity values.
 LB1220
 LB1220;                    North         East    Units  Estimated Accuracy
 LB1220;SPC IN W     -   613,000.      866,460.      MT  (+/- 180 meters Scaled)
 LB1220
 LB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL594132(NAD 83)
 LB1220
 LB1220                          SUPERSEDED SURVEY CONTROL
 LB1220
 LB1220  NGVD 29 (??/??/92)  205.063  (m)          672.78   (f) ADJ UNCH    2 0
 LB1220
 LB1220.Superseded values are not recommended for survey control.
 LB1220
 LB1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1220.See file dsdata.pdf to determine how the superseded data were derived.
 LB1220
 LB1220_MARKER: DB = BENCH MARK DISK
 LB1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1220_SP_SET: BRIDGE WINGWALL
 LB1220_STAMPING: K 90 1934
 LB1220_MARK LOGO: CGS
 LB1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1220
 LB1220  HISTORY     - Date     Condition        Report By
 LB1220  HISTORY     - 1934     MONUMENTED       CGS
 LB1220  HISTORY     - 1941     GOOD             CGS
 LB1220  HISTORY     - 1984     POOR             LOCSUR
 LB1220  HISTORY     - 1984     GOOD             NGS
 LB1220  HISTORY     - 20101022 MARK NOT FOUND   FARNGP
 LB1220
 LB1220                          STATION DESCRIPTION
 LB1220
 LB1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB1220'1.5 MI W FROM KENTLAND.
 LB1220'1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1220'AT KENTLAND, NEWTON COUNTY, 65 FEET NORTH OF THE CENTERLINE OF
 LB1220'THE TRACK, 3 POLES EAST OF MILEPOST 59, IN THE TOP OF THE SOUTHEAST
 LB1220'WING WALL OF A 20-FOOT BRIDGE OF U.S. HIGHWAY 24, AND 3 FEET
 LB1220'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 90 1934.
 LB1220
 LB1220                          STATION RECOVERY (1984)
 LB1220
 LB1220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LB1220'MARK RECOVERED IN POOR CONDITION.
 LB1220
 LB1220                          STATION RECOVERY (1984)
 LB1220
 LB1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LB1220'RECOVERED IN GOOD CONDITION.
 LB1220
 LB1220                          STATION RECOVERY (2010)
 LB1220
 LB1220'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (KDV)
 LB1220'THERE IS A DISK MARKED K 90 RESET 1994 ON THE NEW BOX CULVERT, COULD
 LB1220'NOT FIND A NGS DATA SHEET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0061 ***********************************************************************
 LB0061  DESIGNATION -  K 91
 LB0061  PID         -  LB0061
 LB0061  STATE/COUNTY-  IN/CASS
 LB0061  COUNTRY     -  US
 LB0061  USGS QUAD   -  ANOKA (2019)
 LB0061
 LB0061                         *CURRENT SURVEY CONTROL
 LB0061  ______________________________________________________________________
 LB0061* NAD 83(1986) POSITION- 40 44 05.     (N) 086 19 55.     (W)   SCALED
 LB0061* NAVD 88 ORTHO HEIGHT -   186.640 (meters)      612.33  (feet) ADJUSTED
 LB0061  ______________________________________________________________________
 LB0061  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LB0061  DYNAMIC HEIGHT  -        186.550 (meters)      612.04  (feet) COMP
 LB0061  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 LB0061
 LB0061  VERT ORDER      -  SECOND    CLASS 0
 LB0061
 LB0061.The horizontal coordinates were scaled from a map and have
 LB0061.an estimated accuracy of +/- 6 seconds.
 LB0061
 LB0061.The orthometric height was determined by differential leveling and
 LB0061.adjusted by the NATIONAL GEODETIC SURVEY
 LB0061.in June 1991.
 LB0061
 LB0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0061.GEOID18 height accuracy estimate available here.
 LB0061
 LB0061.Click photographs - Photos may exist for this station.
 LB0061
 LB0061.The dynamic height is computed by dividing the NAVD 88
 LB0061.geopotential number by the normal gravity value computed on the
 LB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0061.degrees latitude (g = 980.6199 gals.).
 LB0061
 LB0061.The modeled gravity was interpolated from observed gravity values.
 LB0061
 LB0061;                    North         East    Units  Estimated Accuracy
 LB0061;SPC IN E     -   609,310.       43,810.      MT  (+/- 180 meters Scaled)
 LB0061
 LB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL564095(NAD 83)
 LB0061
 LB0061                          SUPERSEDED SURVEY CONTROL
 LB0061
 LB0061  NGVD 29 (??/??/92)  186.758  (m)          612.72   (f) ADJ UNCH    2 0
 LB0061
 LB0061.Superseded values are not recommended for survey control.
 LB0061
 LB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0061.See file dsdata.pdf to determine how the superseded data were derived.
 LB0061
 LB0061_MARKER: DB = BENCH MARK DISK
 LB0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0061_SP_SET: PNEUMATIC LIFT BASE
 LB0061_STAMPING: K 91 1938
 LB0061_MARK LOGO: CGS
 LB0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0061
 LB0061  HISTORY     - Date     Condition        Report By
 LB0061  HISTORY     - 1938     MONUMENTED       CGS
 LB0061  HISTORY     - 1955     GOOD             CGS
 LB0061  HISTORY     - 1955     MARK NOT FOUND   USGS
 LB0061  HISTORY     - 20101027 MARK NOT FOUND   INDOT
 LB0061
 LB0061                          STATION DESCRIPTION
 LB0061
 LB0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LB0061'2.6 MI SE FROM LOGANSPORT.
 LB0061'2.6 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0061'PENNSYLVANIA RAILROAD FORM THE STATION AT LOGANSPORT, CASS COUNTY,
 LB0061'1.0 MILE SOUTHEAST OF RACE SWITCH TOWER, 150 YARDS NORTHWEST OF
 LB0061'MILEPOST C 195, IN THE YARD OF THE LOGANSPORT DIVISION, 40 YARDS
 LB0061'SOUTHEAST OF THE MACHINE SHOP, 29 YARDS SOUTHWEST OF THE CENTERLINE
 LB0061'OF THE EASTBOUND MAIN TRACK, AND IN THE NORTHEAST CORNER OF THE
 LB0061'CONCRETE BASE OF A PNEUMATIC LIFT.  A STANDARD DISK, STAMPED K 91
 LB0061'1938.  PNEUMATIC LIFT COULD NOT BE FOUND.
 LB0061
 LB0061                          STATION RECOVERY (1955)
 LB0061
 LB0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LB0061'MARK NOT FOUND.
 LB0061
 LB0061                          STATION RECOVERY (2010)
 LB0061
 LB0061'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLF)
 LB0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1671 ***********************************************************************
 HZ1671  DESIGNATION -  K 92
 HZ1671  PID         -  HZ1671
 HZ1671  STATE/COUNTY-  IN/JENNINGS
 HZ1671  COUNTRY     -  US
 HZ1671  USGS QUAD   -  HAYDEN (2019)
 HZ1671
 HZ1671                         *CURRENT SURVEY CONTROL
 HZ1671  ______________________________________________________________________
 HZ1671* NAD 83(1986) POSITION- 38 59 04.     (N) 085 41 09.     (W)   SCALED
 HZ1671* NAVD 88 ORTHO HEIGHT -   209.035 (meters)      685.81  (feet) ADJUSTED
 HZ1671  ______________________________________________________________________
 HZ1671  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 HZ1671  DYNAMIC HEIGHT  -        208.903 (meters)      685.38  (feet) COMP
 HZ1671  MODELED GRAVITY -    979,990.4   (mgal)                       NAVD 88
 HZ1671
 HZ1671  VERT ORDER      -  FIRST     CLASS II
 HZ1671
 HZ1671.The horizontal coordinates were scaled from a map and have
 HZ1671.an estimated accuracy of +/- 6 seconds.
 HZ1671
 HZ1671.The orthometric height was determined by differential leveling and
 HZ1671.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1671.in June 1991.
 HZ1671
 HZ1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1671.GEOID18 height accuracy estimate available here.
 HZ1671
 HZ1671.Click photographs - Photos may exist for this station.
 HZ1671
 HZ1671.The dynamic height is computed by dividing the NAVD 88
 HZ1671.geopotential number by the normal gravity value computed on the
 HZ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1671.degrees latitude (g = 980.6199 gals.).
 HZ1671
 HZ1671.The modeled gravity was interpolated from observed gravity values.
 HZ1671
 HZ1671;                    North         East    Units  Estimated Accuracy
 HZ1671;SPC IN E     -   414,770.       98,340.      MT  (+/- 180 meters Scaled)
 HZ1671
 HZ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ138158(NAD 83)
 HZ1671
 HZ1671                          SUPERSEDED SURVEY CONTROL
 HZ1671
 HZ1671  NGVD 29 (??/??/92)  209.155  (m)          686.20   (f) ADJ UNCH    1 2
 HZ1671
 HZ1671.Superseded values are not recommended for survey control.
 HZ1671
 HZ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1671.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1671
 HZ1671_MARKER: DB = BENCH MARK DISK
 HZ1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1671_SP_SET: BRIDGE
 HZ1671_STAMPING: K 92 1938
 HZ1671_MARK LOGO: CGS
 HZ1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1671
 HZ1671  HISTORY     - Date     Condition        Report By
 HZ1671  HISTORY     - 1938     MONUMENTED       CGS
 HZ1671  HISTORY     - 20100111 MARK NOT FOUND   INDIV
 HZ1671
 HZ1671                          STATION DESCRIPTION
 HZ1671
 HZ1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HZ1671'4.2 MI W FROM NORTH VERNON.
 HZ1671'4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HZ1671'STATION AT NORTH VERNON, JENNINGS COUNTY, 2.7 MILES EAST OF THE
 HZ1671'FLAG STOP AT HAYDEN, 6 POLES SOUTHWEST OF MILEPOST 76, AT OVERHEAD
 HZ1671'BRIDGE NO. 76.13, IN THE TOP OF THE CONCRETE BASE OF A STEEL
 HZ1671'POST SUPPORTING THE BRIDGE, AND 5 FEET NORTH OF THE NORTH RAIL.
 HZ1671'A STANDARD DISK, STAMPED K 92 1938.
 HZ1671
 HZ1671                          STATION RECOVERY (2010)
 HZ1671
 HZ1671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1671'BRIDGE APPEARS TO HAVE BEEN REHABILITATED SINCE THE SETTING OF THE
 HZ1671'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1872 ***********************************************************************
 JZ1872  DESIGNATION -  K 93 RESET
 JZ1872  PID         -  JZ1872
 JZ1872  STATE/COUNTY-  IN/RIPLEY
 JZ1872  COUNTRY     -  US
 JZ1872  USGS QUAD   -  VERSAILLES (2019)
 JZ1872
 JZ1872                         *CURRENT SURVEY CONTROL
 JZ1872  ______________________________________________________________________
 JZ1872* NAD 83(1986) POSITION- 39 05 28.     (N) 085 20 34.     (W)   SCALED
 JZ1872* NAVD 88 ORTHO HEIGHT -   292.60  (+/-2cm)      960.0   (feet) VERTCON3
 JZ1872  ______________________________________________________________________
 JZ1872  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1872  VERT ORDER      -  THIRD (See Below)
 JZ1872
 JZ1872.The horizontal coordinates were scaled from a map and have
 JZ1872.an estimated accuracy of +/- 6 seconds.
 JZ1872
 JZ1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1872
 JZ1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1872.GEOID18 height accuracy estimate available here.
 JZ1872
 JZ1872.The vertical order pertains to the NGVD 29 superseded value.
 JZ1872
 JZ1872.Click photographs - Photos may exist for this station.
 JZ1872
 JZ1872;                    North         East    Units  Estimated Accuracy
 JZ1872;SPC IN E     -   426,660.      128,020.      MT  (+/- 180 meters Scaled)
 JZ1872
 JZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ433281(NAD 83)
 JZ1872
 JZ1872                          SUPERSEDED SURVEY CONTROL
 JZ1872
 JZ1872  NGVD 29 (08/22/16)  292.74   (m)          960.4    (f) RESET       3  
 JZ1872
 JZ1872.Superseded values are not recommended for survey control.
 JZ1872
 JZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1872.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1872
 JZ1872_MARKER: DB = BENCH MARK DISK
 JZ1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1872_STAMPING: K 93 RESET 1957
 JZ1872_MARK LOGO: CGS
 JZ1872_PROJECTION: FLUSH
 JZ1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1872+STABILITY: SURFACE MOTION
 JZ1872
 JZ1872  HISTORY     - Date     Condition        Report By
 JZ1872  HISTORY     - 1957     MONUMENTED       CGS
 JZ1872  HISTORY     - 1957     GOOD             CGS
 JZ1872
 JZ1872                          STATION DESCRIPTION
 JZ1872
 JZ1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1872'3.5 MI SW FROM OSGOOD.
 JZ1872'3.5 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1872'THE STATION AT OSGOOD, 0.15 MILE EAST OF BLACK TOP ROAD CROSSING
 JZ1872'AT DABNEY, ABOUT 630 YARDS WEST OF MILE POST 55, 34 FEET EAST
 JZ1872'OF CENTER OF PRIVATE ROAD NORTH ACROSS TRACKS, 27.5 FEET NORTH OF
 JZ1872'THE CENTER OF EAST-WEST ROAD PARALLELING RAILROAD, 25.7 FEET
 JZ1872'SOUTHEAST OF SOUTHEAST RAIL, 3 FEET WEST OF TELEPHONE POLE
 JZ1872'NO. 55-19, 1 FOOT BELOW LEVEL OF TRACK, SET IN THE TOP OF
 JZ1872'CAST IN PLACE CONCRETE POST, FLUSH WITH GROUND.  NOTE-- THESE
 JZ1872'POLES ARE NUMBERED EVERY TENTH POLE FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1692 ***********************************************************************
 LB1692  DESIGNATION -  K 94
 LB1692  PID         -  LB1692
 LB1692  STATE/COUNTY-  IN/TIPPECANOE
 LB1692  COUNTRY     -  US
 LB1692  USGS QUAD   -  WINGATE (2019)
 LB1692
 LB1692                         *CURRENT SURVEY CONTROL
 LB1692  ______________________________________________________________________
 LB1692* NAD 83(1986) POSITION- 40 14 55.     (N) 087 04 21.     (W)   SCALED
 LB1692* NAVD 88 ORTHO HEIGHT -   218.297 (meters)      716.20  (feet) ADJUSTED
 LB1692  ______________________________________________________________________
 LB1692  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 LB1692  DYNAMIC HEIGHT  -        218.187 (meters)      715.84  (feet) COMP
 LB1692  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 LB1692
 LB1692  VERT ORDER      -  SECOND    CLASS 0
 LB1692
 LB1692.The horizontal coordinates were scaled from a map and have
 LB1692.an estimated accuracy of +/- 6 seconds.
 LB1692
 LB1692.The orthometric height was determined by differential leveling and
 LB1692.adjusted by the NATIONAL GEODETIC SURVEY
 LB1692.in June 1991.
 LB1692
 LB1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1692.GEOID18 height accuracy estimate available here.
 LB1692
 LB1692.Click photographs - Photos may exist for this station.
 LB1692
 LB1692.The dynamic height is computed by dividing the NAVD 88
 LB1692.geopotential number by the normal gravity value computed on the
 LB1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1692.degrees latitude (g = 980.6199 gals.).
 LB1692
 LB1692.The modeled gravity was interpolated from observed gravity values.
 LB1692
 LB1692;                    North         East    Units  Estimated Accuracy
 LB1692;SPC IN W     -   555,120.      900,920.      MT  (+/- 180 meters Scaled)
 LB1692
 LB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938553(NAD 83)
 LB1692
 LB1692                          SUPERSEDED SURVEY CONTROL
 LB1692
 LB1692  NGVD 29 (??/??/92)  218.380  (m)          716.47   (f) ADJ UNCH    2 0
 LB1692
 LB1692.Superseded values are not recommended for survey control.
 LB1692
 LB1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1692.See file dsdata.pdf to determine how the superseded data were derived.
 LB1692
 LB1692_MARKER: DB = BENCH MARK DISK
 LB1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1692_STAMPING: K 94 1946
 LB1692_MARK LOGO: CGS
 LB1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1692+STABILITY: SURFACE MOTION
 LB1692
 LB1692  HISTORY     - Date     Condition        Report By
 LB1692  HISTORY     - 1946     MONUMENTED       CGS
 LB1692  HISTORY     - 19920706 GOOD             NGS
 LB1692
 LB1692                          STATION DESCRIPTION
 LB1692
 LB1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1692'2.8 MI S FROM ODELL.
 LB1692'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1692'WITH STATE HIGHWAY 28 AT ODELL, ABOUT 150 FEET SOUTH OF THE
 LB1692'CENTER OF A RIGHT ANGLE CURVE IN THE HIGHWAY WITH TANGENTS
 LB1692'EXTENDING SOUTH AND WEST, 29 FEET EAST OF THE CENTER LINE OF THE
 LB1692'HIGHWAY, 30 FEET NORTH OF A FENCE LEADING EAST WITH A GROUP
 LB1692'OF TREES ALONG THE FENCE LINE, 16 FEET NORTH OF A GATE LEADING TO
 LB1692'A CULTIVATED FIELD, 1.5 FEET WEST OF A WIRE FENCE, AND 2 FEET NORTH
 LB1692'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 94 1946
 LB1692'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1692'GROUND.
 LB1692
 LB1692                          STATION RECOVERY (1992)
 LB1692
 LB1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LB1692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1923 ***********************************************************************
 JZ1923  DESIGNATION -  K 94
 JZ1923  PID         -  JZ1923
 JZ1923  STATE/COUNTY-  IN/DEARBORN
 JZ1923  COUNTRY     -  US
 JZ1923  USGS QUAD   -  DILLSBORO (2019)
 JZ1923
 JZ1923                         *CURRENT SURVEY CONTROL
 JZ1923  ______________________________________________________________________
 JZ1923* NAD 83(1986) POSITION- 39 01 55.1    (N) 085 01 25.9    (W)   HD_HELD2
 JZ1923* NAVD 88 ORTHO HEIGHT -   173.857 (meters)      570.40  (feet) POSTED
 JZ1923  ______________________________________________________________________
 JZ1923  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 JZ1923  DYNAMIC HEIGHT  -        173.75  (meters)      570.0   (feet) COMP
 JZ1923  MODELED GRAVITY -    979,986.3   (mgal)                       NAVD 88
 JZ1923
 JZ1923  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1923
 JZ1923.The horizontal coordinates were established by autonomous hand held GPS
 JZ1923.observations and have an estimated accuracy of +/- 10 meters.
 JZ1923
 JZ1923.The orthometric height was determined by differential leveling
 JZ1923.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1923
 JZ1923.* This is a POSTED BENCH MARK height.
 JZ1923
 JZ1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1923.GEOID18 height accuracy estimate available here.
 JZ1923
 JZ1923.Click photographs - Photos may exist for this station.
 JZ1923
 JZ1923.The dynamic height is computed by dividing the NAVD 88
 JZ1923.geopotential number by the normal gravity value computed on the
 JZ1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1923.degrees latitude (g = 980.6199 gals.).
 JZ1923
 JZ1923.The modeled gravity was interpolated from observed gravity values.
 JZ1923
 JZ1923;                    North         East    Units  Estimated Accuracy
 JZ1923;SPC IN E     -   420,242.      155,657.      MT  (+/- 10 meters HH2 GPS)
 JZ1923
 JZ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7104722182(NAD 83)
 JZ1923
 JZ1923                          SUPERSEDED SURVEY CONTROL
 JZ1923
 JZ1923  NGVD 29 (??/??/92)  174.052  (m)          571.04   (f) ADJ UNCH    1 2
 JZ1923
 JZ1923.Superseded values are not recommended for survey control.
 JZ1923
 JZ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1923.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1923
 JZ1923_MARKER: DB = BENCH MARK DISK
 JZ1923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ1923_SP_SET: BRIDGE ABUTMENT
 JZ1923_STAMPING: K 94 1938
 JZ1923_MARK LOGO: CGS
 JZ1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1923+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 JZ1923
 JZ1923  HISTORY     - Date     Condition        Report By
 JZ1923  HISTORY     - 1938     MONUMENTED       CGS
 JZ1923  HISTORY     - 20151201 GOOD             INDOT
 JZ1923  HISTORY     - 20160524 GOOD             INDOT
 JZ1923
 JZ1923                          STATION DESCRIPTION
 JZ1923
 JZ1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1923'0.9 MI E FROM DILLSBORO.
 JZ1923'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1923'STATION AT DILLSBORO, DEARBORN COUNTY, 70 YARDS NORTH OF TRESTLE
 JZ1923'NO. 33-09, AT A CONCRETE BRIDGE OVER A CREEK, IN THE TOP OF THE
 JZ1923'WEST WING WALL, AND 70 YARDS NORTH OF A GRAVEL ROAD THAT CROSSES
 JZ1923'THE TRACK NEAR POLE 33/04.  A STANDARD DISK, STAMPED K 94 1938.
 JZ1923
 JZ1923                          STATION RECOVERY (2015)
 JZ1923
 JZ1923'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 JZ1923'THE CONCRETE BRIDGE IS LOCATED AT THE INTERSECTION OF SOUTH HOGAN ROAD
 JZ1923'AND LONGBRANCH ROAD.
 JZ1923
 JZ1923                          STATION RECOVERY (2016)
 JZ1923
 JZ1923'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 JZ1923'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2732 ***********************************************************************
 LB2732  DESIGNATION -  K 94 RESET
 LB2732  PID         -  LB2732
 LB2732  STATE/COUNTY-  IN/TIPPECANOE
 LB2732  COUNTRY     -  US
 LB2732  USGS QUAD   -  WINGATE (2019)
 LB2732
 LB2732                         *CURRENT SURVEY CONTROL
 LB2732  ______________________________________________________________________
 LB2732* NAD 83(1986) POSITION- 40 14 55.     (N) 087 04 21.     (W)   SCALED
 LB2732* NAVD 88 ORTHO HEIGHT -   218.66  (meters)      717.4   (feet) RESET
 LB2732  ______________________________________________________________________
 LB2732  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 LB2732  VERT ORDER      -  THIRD
 LB2732
 LB2732.The horizontal coordinates were scaled from a map and have
 LB2732.an estimated accuracy of +/- 6 seconds.
 LB2732
 LB2732.The orthometric height was computed from unverified reset data.
 LB2732
 LB2732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2732.GEOID18 height accuracy estimate available here.
 LB2732
 LB2732.Click photographs - Photos may exist for this station.
 LB2732
 LB2732;                    North         East    Units  Estimated Accuracy
 LB2732;SPC IN W     -   555,120.      900,920.      MT  (+/- 180 meters Scaled)
 LB2732
 LB2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938553(NAD 83)
 LB2732
 LB2732                          SUPERSEDED SURVEY CONTROL
 LB2732
 LB2732  NGVD 29 (08/22/16)  218.74   (m)          717.6    (f) RESET       3  
 LB2732
 LB2732.Superseded values are not recommended for survey control.
 LB2732
 LB2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2732.See file dsdata.pdf to determine how the superseded data were derived.
 LB2732
 LB2732_MARKER: DV = VERTICAL CONTROL DISK
 LB2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2732_STAMPING: K 94 NGS RESET 1992
 LB2732_MARK LOGO: NGS
 LB2732_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2732+STABILITY: SURFACE MOTION
 LB2732
 LB2732  HISTORY     - Date     Condition        Report By
 LB2732  HISTORY     - 1992     MONUMENTED       LOCENG
 LB2732
 LB2732                          STATION DESCRIPTION
 LB2732
 LB2732'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 LB2732'2.85 MILES SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION WITH
 LB2732'STATE HIGHWAY 28 IN ODELL, IN SEC 22 T21N, R6W, A CONCRETE POST
 LB2732'FLUSH WITH GROUND, 79.5 FEET RIGHT OF STA. 31+00 AT RIGHT-OF-WAY
 LB2732'ON RIGHT SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ3053 ***********************************************************************
 DQ3053  DESIGNATION -  K 94 RESET
 DQ3053  PID         -  DQ3053
 DQ3053  STATE/COUNTY-  IN/DEARBORN
 DQ3053  COUNTRY     -  US
 DQ3053  USGS QUAD   -  DILLSBORO (2019)
 DQ3053
 DQ3053                         *CURRENT SURVEY CONTROL
 DQ3053  ______________________________________________________________________
 DQ3053* NAD 83(2011) POSITION- 39 01 11.44170(N) 085 02 39.51780(W)   ADJUSTED
 DQ3053* NAD 83(2011) ELLIP HT-   225.796 (meters)        (10/06/17)   ADJUSTED
 DQ3053* NAD 83(2011) EPOCH   -  2010.00
 DQ3053* NAVD 88 ORTHO HEIGHT -   259.97  (meters)      852.9   (feet) RESET
 DQ3053  ______________________________________________________________________
 DQ3053  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 DQ3053  NAD 83(2011) X  -    428,653.858 (meters)                     COMP
 DQ3053  NAD 83(2011) Y  - -4,943,566.650 (meters)                     COMP
 DQ3053  NAD 83(2011) Z  -  3,994,171.069 (meters)                     COMP
 DQ3053  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 DQ3053  VERT ORDER      -  THIRD
 DQ3053
 DQ3053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3053  Standards:
 DQ3053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3053  -------------------------------------------------------------------
 DQ3053  NETWORK    0.50   1.20           0.22   0.19   0.61      0.03085882
 DQ3053  -------------------------------------------------------------------
 DQ3053  Click here for local accuracies and other accuracy information.
 DQ3053
 DQ3053.The horizontal coordinates were established by GPS observations
 DQ3053.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ3053
 DQ3053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3053.been affixed to the stable North American tectonic plate. See 
 DQ3053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3053
 DQ3053.The horizontal coordinates are valid at the epoch date displayed above
 DQ3053.which is a decimal equivalence of Year/Month/Day.
 DQ3053
 DQ3053.The orthometric height was computed from unverified reset data.
 DQ3053
 DQ3053.No vertical observational check was made to the station.
 DQ3053
 DQ3053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3053.GEOID18 height accuracy estimate available here.
 DQ3053
 DQ3053.Click photographs - Photos may exist for this station.
 DQ3053
 DQ3053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3053
 DQ3053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3053
 DQ3053.The ellipsoidal height was determined by GPS observations
 DQ3053.and is referenced to NAD 83.
 DQ3053
 DQ3053. The following values were computed from the NAD 83(2011) position.
 DQ3053
 DQ3053;                    North         East     Units Scale Factor Converg.
 DQ3053;SPC IN E     -   418,883.608   153,895.839   MT  1.00000242   +0 23 30.6
 DQ3053;SPC IN E     - 1,374,287.30    504,906.60   sFT  1.00000242   +0 23 30.6
 DQ3053;UTM  16      - 4,320,798.379   669,306.156   MT  0.99995297   +1 13 53.7
 DQ3053
 DQ3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3053!SPC IN E     -   0.99996457  x   1.00000242  =   0.99996699
 DQ3053!UTM  16      -   0.99996457  x   0.99995297  =   0.99991755
 DQ3053
 DQ3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6930620798(NAD 83)
 DQ3053
 DQ3053                          SUPERSEDED SURVEY CONTROL
 DQ3053
 DQ3053.No superseded survey control is available for this station.
 DQ3053
 DQ3053_MARKER: DB = BENCH MARK DISK
 DQ3053_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DQ3053_STAMPING: K 94 RESET 2016
 DQ3053_MARK LOGO: INDOT
 DQ3053_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DQ3053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3053+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2016
 DQ3053
 DQ3053  HISTORY     - Date     Condition        Report By
 DQ3053  HISTORY     - 20160229 MONUMENTED       INDOT
 DQ3053
 DQ3053                          STATION DESCRIPTION
 DQ3053
 DQ3053'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ3053'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MILAN, 6.8
 DQ3053'MI (10.9 KM) WEST-SOUTHWEST OF AURORA AND 2.1 MI (3.4 KM)
 DQ3053'EAST-NORTHEAST OF DILLSBORO.  SET ON ROAD RIGHT-OF-WAY.
 DQ3053'
 DQ3053'TO REACH FROM THE INTERSECTION OF US 50 AND STATE ROUTE 262, TRAVEL
 DQ3053'NORTH 80 FT (24.4 M), STATION IS LOCATED ON THE RIGHT (EAST).  STATION
 DQ3053'IS LOCATED 200 FT (61.0 M) EAST OF THE CENTERLINE OF STATE ROUTE 262.
 DQ3053'
 DQ3053'A LOGO CAP IS SET FLUSH WITH THE GROUND AND APPROXIMATELY 3 FT (0.9 M)
 DQ3053'BELOW THE LEVEL OF US 50, 80 FT (24.4 M) NORTH OF THE CENTERLINE OF US
 DQ3053'50 NEAR THE CENTER OF AN OPEN DITCH, 85.4 FT (26.0 M) SOUTHWEST FROM A
 DQ3053'POWER POLE, 57.7 FT (17.6 M) SOUTHEAST FROM A POWER POLE, 166.5 FT
 DQ3053'(50.7 M) NORTHEAST FROM A YIELD SIGN POST.
 DQ3053'
 DQ3053'NOTES--(1) ACCESS TO DISK IS HAD THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ3053'(2) K 94 IS NOT SCHEDULED TO BE REMOVED.  K 94 RESET WAS ESTABLISHED
 DQ3053'TO FACILITATE CLEAR-SKY GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1643 ***********************************************************************
 LB1643  DESIGNATION -  K 95
 LB1643  PID         -  LB1643
 LB1643  STATE/COUNTY-  IN/TIPPECANOE
 LB1643  COUNTRY     -  US
 LB1643  USGS QUAD   -  WESTPOINT (2019)
 LB1643
 LB1643                         *CURRENT SURVEY CONTROL
 LB1643  ______________________________________________________________________
 LB1643* NAD 83(1986) POSITION- 40 20 30.     (N) 087 04 23.     (W)   SCALED
 LB1643* NAVD 88 ORTHO HEIGHT -   192.672 (meters)      632.12  (feet) ADJUSTED
 LB1643  ______________________________________________________________________
 LB1643  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 LB1643  DYNAMIC HEIGHT  -        192.578 (meters)      631.82  (feet) COMP
 LB1643  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 LB1643
 LB1643  VERT ORDER      -  SECOND    CLASS 0
 LB1643
 LB1643.The horizontal coordinates were scaled from a map and have
 LB1643.an estimated accuracy of +/- 6 seconds.
 LB1643
 LB1643.The orthometric height was determined by differential leveling and
 LB1643.adjusted by the NATIONAL GEODETIC SURVEY
 LB1643.in June 1991.
 LB1643
 LB1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1643.GEOID18 height accuracy estimate available here.
 LB1643
 LB1643.Click photographs - Photos may exist for this station.
 LB1643
 LB1643.The dynamic height is computed by dividing the NAVD 88
 LB1643.geopotential number by the normal gravity value computed on the
 LB1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1643.degrees latitude (g = 980.6199 gals.).
 LB1643
 LB1643.The modeled gravity was interpolated from observed gravity values.
 LB1643
 LB1643;                    North         East    Units  Estimated Accuracy
 LB1643;SPC IN W     -   565,450.      900,870.      MT  (+/- 180 meters Scaled)
 LB1643
 LB1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937656(NAD 83)
 LB1643
 LB1643                          SUPERSEDED SURVEY CONTROL
 LB1643
 LB1643  NGVD 29 (??/??/92)  192.754  (m)          632.39   (f) ADJ UNCH    2 0
 LB1643
 LB1643.Superseded values are not recommended for survey control.
 LB1643
 LB1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1643.See file dsdata.pdf to determine how the superseded data were derived.
 LB1643
 LB1643_MARKER: DB = BENCH MARK DISK
 LB1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1643_STAMPING: K 95 1946
 LB1643_MARK LOGO: CGS
 LB1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1643+STABILITY: SURFACE MOTION
 LB1643
 LB1643  HISTORY     - Date     Condition        Report By
 LB1643  HISTORY     - 1946     MONUMENTED       CGS
 LB1643
 LB1643                          STATION DESCRIPTION
 LB1643
 LB1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1643'2 MI SW FROM WEST POINT.
 LB1643'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1643'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 1.55 MILES WEST ALONG
 LB1643'A GRAVEL ROAD LEADING TO RIVERSIDE AND ATTICA, AT THE JUNCTION
 LB1643'OF A GRAVEL ROAD LEADING SOUTH, DIRECTLY ACROSS THE ROAD FROM A
 LB1643'SMALL CEMETERY, 85 FEET SOUTHWEST OF AN IMMITATION BRICK HOUSE,
 LB1643'74 FEET SOUTHEAST OF A 20 INCH OAK TREE, 70 FEET NORTHWEST OF THE
 LB1643'CENTER OF THE INTERSECTION, 26 FEET WEST OF THE CENTER LINE OF
 LB1643'A DRIVE WAY, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5
 LB1643'FEET WEST OF A POWER POLE, AND 2 FEET EAST OF A WHITE WOODEN
 LB1643'WITNESS POST.  A STANDARD DISK, STAMPED K 95 1946 AND SET IN THE
 LB1643'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1681 ***********************************************************************
 LB1681  DESIGNATION -  K 96
 LB1681  PID         -  LB1681
 LB1681  STATE/COUNTY-  IN/MONTGOMERY
 LB1681  COUNTRY     -  US
 LB1681  USGS QUAD   -  WINGATE (2019)
 LB1681
 LB1681                         *CURRENT SURVEY CONTROL
 LB1681  ______________________________________________________________________
 LB1681* NAD 83(1986) POSITION- 40 08 05.30   (N) 087 02 41.04   (W)   HD_HELD1
 LB1681* NAVD 88 ORTHO HEIGHT -   244.309 (meters)      801.54  (feet) ADJUSTED
 LB1681  ______________________________________________________________________
 LB1681  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 LB1681  DYNAMIC HEIGHT  -        244.181 (meters)      801.12  (feet) COMP
 LB1681  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 LB1681
 LB1681  VERT ORDER      -  SECOND    CLASS 0
 LB1681
 LB1681.The horizontal coordinates were determined by differentially corrected
 LB1681.hand held GPS observations or other comparable positioning techniques
 LB1681.and have an estimated accuracy of +/- 3 meters.
 LB1681
 LB1681.The orthometric height was determined by differential leveling and
 LB1681.adjusted by the NATIONAL GEODETIC SURVEY
 LB1681.in June 1991.
 LB1681
 LB1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1681.GEOID18 height accuracy estimate available here.
 LB1681
 LB1681.Click photographs - Photos may exist for this station.
 LB1681
 LB1681.The dynamic height is computed by dividing the NAVD 88
 LB1681.geopotential number by the normal gravity value computed on the
 LB1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1681.degrees latitude (g = 980.6199 gals.).
 LB1681
 LB1681.The modeled gravity was interpolated from observed gravity values.
 LB1681
 LB1681;                    North         East    Units  Estimated Accuracy
 LB1681;SPC IN W     -   542,486.1     903,289.6     MT  (+/- 3 meters HH1 GPS) 
 LB1681
 LB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9618942720(NAD 83)
 LB1681
 LB1681                          SUPERSEDED SURVEY CONTROL
 LB1681
 LB1681  NGVD 29 (??/??/92)  244.390  (m)          801.80   (f) ADJ UNCH    2 0
 LB1681
 LB1681.Superseded values are not recommended for survey control.
 LB1681
 LB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1681.See file dsdata.pdf to determine how the superseded data were derived.
 LB1681
 LB1681_MARKER: DB = BENCH MARK DISK
 LB1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1681_SP_SET: CULVERT HEADWALL
 LB1681_STAMPING: K 96 1946
 LB1681_MARK LOGO: CGS
 LB1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1681+STABILITY: SURFACE MOTION
 LB1681
 LB1681  HISTORY     - Date     Condition        Report By
 LB1681  HISTORY     - 1946     MONUMENTED       CGS
 LB1681
 LB1681                          STATION DESCRIPTION
 LB1681
 LB1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1681'1.6 MI W FROM ELMDALE.
 LB1681'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB1681'JUNCTION OF STATE HIGHWAY 55 AT ELMDALE, AT A T GRAVEL ROAD
 LB1681'LEADING SOUTH, SET IN THE SOUTH END OF THE EAST CONCRETE HEAD
 LB1681'WALL OF A 12 INCH CULVERT, 22 FEET SOUTH OF THE CENTER LINE OF THE
 LB1681'MAIN ROAD, 19 FEET EAST OF THE ROAD SOUTH, AND ABOUT 1 FOOT
 LB1681'ABOVE THE JUNCTION.  A STANDARD DISK, STAMPED K 96 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1730 ***********************************************************************
 LB1730  DESIGNATION -  K 97
 LB1730  PID         -  LB1730
 LB1730  STATE/COUNTY-  IN/WARREN
 LB1730  COUNTRY     -  US
 LB1730  USGS QUAD   -  CHATTERTON (2019)
 LB1730
 LB1730                         *CURRENT SURVEY CONTROL
 LB1730  ______________________________________________________________________
 LB1730* NAD 83(1986) POSITION- 40 25 05.     (N) 087 14 25.     (W)   SCALED
 LB1730* NAVD 88 ORTHO HEIGHT -   215.357 (meters)      706.55  (feet) ADJUSTED
 LB1730  ______________________________________________________________________
 LB1730  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 LB1730  DYNAMIC HEIGHT  -        215.249 (meters)      706.20  (feet) COMP
 LB1730  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LB1730
 LB1730  VERT ORDER      -  SECOND    CLASS 0
 LB1730
 LB1730.The horizontal coordinates were scaled from a map and have
 LB1730.an estimated accuracy of +/- 6 seconds.
 LB1730
 LB1730.The orthometric height was determined by differential leveling and
 LB1730.adjusted by the NATIONAL GEODETIC SURVEY
 LB1730.in June 1991.
 LB1730
 LB1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1730.GEOID18 height accuracy estimate available here.
 LB1730
 LB1730.Click photographs - Photos may exist for this station.
 LB1730
 LB1730.The dynamic height is computed by dividing the NAVD 88
 LB1730.geopotential number by the normal gravity value computed on the
 LB1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1730.degrees latitude (g = 980.6199 gals.).
 LB1730
 LB1730.The modeled gravity was interpolated from observed gravity values.
 LB1730
 LB1730;                    North         East    Units  Estimated Accuracy
 LB1730;SPC IN W     -   573,950.      886,680.      MT  (+/- 180 meters Scaled)
 LB1730
 LB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK796741(NAD 83)
 LB1730
 LB1730                          SUPERSEDED SURVEY CONTROL
 LB1730
 LB1730  NGVD 29 (??/??/92)  215.421  (m)          706.76   (f) ADJ UNCH    2 0
 LB1730
 LB1730.Superseded values are not recommended for survey control.
 LB1730
 LB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1730.See file dsdata.pdf to determine how the superseded data were derived.
 LB1730
 LB1730_MARKER: DB = BENCH MARK DISK
 LB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1730_STAMPING: K 97 1946
 LB1730_MARK LOGO: CGS
 LB1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1730+STABILITY: SURFACE MOTION
 LB1730
 LB1730  HISTORY     - Date     Condition        Report By
 LB1730  HISTORY     - 1946     MONUMENTED       CGS
 LB1730
 LB1730                          STATION DESCRIPTION
 LB1730
 LB1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1730'4.6 MI SE FROM RAINSVILLE.
 LB1730'ABOUT 0.35 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 LB1730'PINE TOWNSHIP SCHOOL AT RAINSVILLE, THENCE ABOUT 4.25 MILES EAST
 LB1730'ALONG A GRAVEL ROAD, ABOUT 1.0 MILE EAST OF THE JUNCTION OF STATE
 LB1730'HIGHWAY 55 LEADING NORTH, AT A CROSS ROAD, 72 FEET NORTHWEST
 LB1730'OF THE CENTER OF THE INTERSECTION, 42 FEET NORTH OF THE CENTER
 LB1730'LINE OF THE GRAVEL ROAD, 41 FEET WEST OF THE CENTER LINE OF THE
 LB1730'NORTH-SOUTH BLACK TOP ROAD, 15 FEET SOUTHWEST OF A TELEPHONE
 LB1730'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LB1730'LEVEL WITH THE CENTER LINE OF THE INTERSECTION.  A STANDARD
 LB1730'DISK, STAMPED K 97 1946 AND SET IN THE TOP OF A CONCRETE POST.
 LB1730'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT PINE VILLAGE
 LB1730'BY GOING ABOUT 2.45 MILES SOUTH ALONG A BLACK TOP ROAD TO A
 LB1730'GRAVEL CROSS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1518 ***********************************************************************
 LB1518  DESIGNATION -  K 98
 LB1518  PID         -  LB1518
 LB1518  STATE/COUNTY-  IN/WARREN
 LB1518  COUNTRY     -  US
 LB1518  USGS QUAD   -  CHATTERTON (2019)
 LB1518
 LB1518                         *CURRENT SURVEY CONTROL
 LB1518  ______________________________________________________________________
 LB1518* NAD 83(1986) POSITION- 40 23 38.     (N) 087 14 40.     (W)   SCALED
 LB1518* NAVD 88 ORTHO HEIGHT -   215.580 (meters)      707.28  (feet) ADJUSTED
 LB1518  ______________________________________________________________________
 LB1518  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 LB1518  DYNAMIC HEIGHT  -        215.472 (meters)      706.93  (feet) COMP
 LB1518  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LB1518
 LB1518  VERT ORDER      -  SECOND    CLASS 0
 LB1518
 LB1518.The horizontal coordinates were scaled from a map and have
 LB1518.an estimated accuracy of +/- 6 seconds.
 LB1518
 LB1518.The orthometric height was determined by differential leveling and
 LB1518.adjusted by the NATIONAL GEODETIC SURVEY
 LB1518.in June 1991.
 LB1518
 LB1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1518.GEOID18 height accuracy estimate available here.
 LB1518
 LB1518.Click photographs - Photos may exist for this station.
 LB1518
 LB1518.The dynamic height is computed by dividing the NAVD 88
 LB1518.geopotential number by the normal gravity value computed on the
 LB1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1518.degrees latitude (g = 980.6199 gals.).
 LB1518
 LB1518.The modeled gravity was interpolated from observed gravity values.
 LB1518
 LB1518;                    North         East    Units  Estimated Accuracy
 LB1518;SPC IN W     -   571,270.      886,320.      MT  (+/- 180 meters Scaled)
 LB1518
 LB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792715(NAD 83)
 LB1518
 LB1518                          SUPERSEDED SURVEY CONTROL
 LB1518
 LB1518  NGVD 29 (??/??/92)  215.645  (m)          707.50   (f) ADJ UNCH    2 0
 LB1518
 LB1518.Superseded values are not recommended for survey control.
 LB1518
 LB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1518.See file dsdata.pdf to determine how the superseded data were derived.
 LB1518
 LB1518_MARKER: DB = BENCH MARK DISK
 LB1518_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1518_SP_SET: GATE POST
 LB1518_STAMPING: K 98 1946
 LB1518_MARK LOGO: CGS
 LB1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1518
 LB1518  HISTORY     - Date     Condition        Report By
 LB1518  HISTORY     - 1946     MONUMENTED       CGS
 LB1518
 LB1518                          STATION DESCRIPTION
 LB1518
 LB1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1518'4.4 MI SE FROM PINE VILLAGE.
 LB1518'ABOUT 3.45 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 LB1518'POST OFFICE AT PINE VILLAGE, THENCE 0.2 MILE WEST ALONG A GRAVEL
 LB1518'ROAD, THENCE ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD, 0.25 MILE
 LB1518'SOUTH OF A CEMETERY, SET IN THE EAST FACE OF AN 18 INCH SQUARE
 LB1518'CONCRETE GATE POST, ACROSS THE ROAD FROM A WHITE HOUSE WITH A
 LB1518'GROVE OF PINE TREES IN THE FRONT YARD, 23 FEET WEST OF THE
 LB1518'CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A PRIVATE ROAD LEADING
 LB1518'WEST OF A FARM HOUSE, AND ABOUT 2 FEET ABOVE THE GROUND.  A
 LB1518'STANDARD DISK, STAMPED K 98 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2091 ***********************************************************************
 LB2091  DESIGNATION -  K 99 RESET
 LB2091  PID         -  LB2091
 LB2091  STATE/COUNTY-  IN/WARREN
 LB2091  COUNTRY     -  US
 LB2091  USGS QUAD   -  WILLIAMSPORT (2019)
 LB2091
 LB2091                         *CURRENT SURVEY CONTROL
 LB2091  ______________________________________________________________________
 LB2091* NAD 83(1986) POSITION- 40 19 46.     (N) 087 22 26.     (W)   SCALED
 LB2091* NAVD 88 ORTHO HEIGHT -   211.45  (+/-2cm)      693.7   (feet) VERTCON3
 LB2091  ______________________________________________________________________
 LB2091  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 LB2091  VERT ORDER      -  THIRD (See Below)
 LB2091
 LB2091.The horizontal coordinates were scaled from a map and have
 LB2091.an estimated accuracy of +/- 6 seconds.
 LB2091
 LB2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2091
 LB2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2091.GEOID18 height accuracy estimate available here.
 LB2091
 LB2091.The vertical order pertains to the NGVD 29 superseded value.
 LB2091
 LB2091.Click photographs - Photos may exist for this station.
 LB2091
 LB2091;                    North         East    Units  Estimated Accuracy
 LB2091;SPC IN W     -   564,140.      875,310.      MT  (+/- 180 meters Scaled)
 LB2091
 LB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK682643(NAD 83)
 LB2091
 LB2091                          SUPERSEDED SURVEY CONTROL
 LB2091
 LB2091  NGVD 29 (08/22/16)  211.49   (m)          693.9    (f) RESET       3  
 LB2091
 LB2091.Superseded values are not recommended for survey control.
 LB2091
 LB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2091.See file dsdata.pdf to determine how the superseded data were derived.
 LB2091
 LB2091_MARKER: DV = VERTICAL CONTROL DISK
 LB2091_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB2091_SP_SET: BRIDGE
 LB2091_STAMPING: K 99 RESET 1976
 LB2091_MARK LOGO: NGS
 LB2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2091
 LB2091  HISTORY     - Date     Condition        Report By
 LB2091  HISTORY     - 1976     MONUMENTED       INHD
 LB2091  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 LB2091
 LB2091                          STATION DESCRIPTION
 LB2091
 LB2091'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1976
 LB2091'3.9 MI NE FROM CARBONDALE.
 LB2091'FROM THE INTERSECTION OF SR 28 AND SR 63, 3.9 MILES NORTHEAST ALONG
 LB2091'NBL SR 63, IN THE NORTHWEST CORNER OF THE NORTH BRIDGE BENT, NGL
 LB2091'BRIDGE STRUCTURE OVER FALL CREEK, 66 FEET SOUTHEAST OF THE CENTERLINE
 LB2091'OF THE MEDIAN.
 LB2091
 LB2091                          STATION RECOVERY (2005)
 LB2091
 LB2091'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2601 ***********************************************************************
 ME2601  DESIGNATION -  KAKEE
 ME2601  PID         -  ME2601
 ME2601  STATE/COUNTY-  IN/NEWTON
 ME2601  COUNTRY     -  US
 ME2601  USGS QUAD   -  ILLIANA HEIGHTS (2018)
 ME2601
 ME2601                         *CURRENT SURVEY CONTROL
 ME2601  ______________________________________________________________________
 ME2601* NAD 83(1997) POSITION- 41 09 09.33124(N) 087 30 48.30969(W)   ADJUSTED
 ME2601* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 ME2601  ______________________________________________________________________
 ME2601  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 ME2601  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 ME2601  HORZ ORDER      -  SECOND
 ME2601
 ME2601.The horizontal coordinates were established by classical geodetic methods
 ME2601.and adjusted by the National Geodetic Survey in May 1999.
 ME2601
 ME2601.The orthometric height was scaled from a topographic map.
 ME2601
 ME2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2601.GEOID18 height accuracy estimate available here.
 ME2601
 ME2601.Click photographs - Photos may exist for this station.
 ME2601
 ME2601.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2601
 ME2601. The following values were computed from the NAD 83(1997) position.
 ME2601
 ME2601;                    North         East     Units Scale Factor Converg.
 ME2601;SPC IN W     -   655,592.960   863,899.372   MT  0.99998270   -0 16 58.9
 ME2601;SPC IN W     - 2,150,891.24  2,834,309.86   sFT  0.99998270   -0 16 58.9
 ME2601;UTM  16      - 4,555,823.466   456,920.304   MT  0.99962284   -0 20 16.3
 ME2601
 ME2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2601!SPC IN W     -   0.99997513  x   0.99998270  =   0.99995783
 ME2601!UTM  16      -   0.99997513  x   0.99962284  =   0.99959798
 ME2601
 ME2601:                Primary Azimuth Mark                     Grid Az
 ME2601:SPC IN W     -  KAKEE AZ MK                              112 04 56.7
 ME2601:UTM  16      -  KAKEE AZ MK                              112 08 14.1
 ME2601
 ME2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5692055823(NAD 83)
 ME2601
 ME2601|---------------------------------------------------------------------|
 ME2601| PID    Reference Object                     Distance      Geod. Az  |
 ME2601|                                                           dddmmss.s |
 ME2601| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 7.4 KM 0474931.2 |
 ME2601| AH9788 KAKEE AZ MK                                        1114757.8 |
 ME2601| CM2929 KAKEE RM 1                           34.625 METERS 13449     |
 ME2601| AH9787 KAKEE RM 2                           25.408 METERS 25213     |
 ME2601| ME2619 MOMENCE MUNICIPAL TANK              APPROX.11.8 KM 2765331.1 |
 ME2601|---------------------------------------------------------------------|
 ME2601
 ME2601                          SUPERSEDED SURVEY CONTROL
 ME2601
 ME2601  NAD 83(1986)-  41 09 09.33482(N)    087 30 48.31616(W) AD(       ) 2
 ME2601  NAD 27      -  41 09 09.21080(N)    087 30 48.20040(W) AD(       ) 2
 ME2601
 ME2601.Superseded values are not recommended for survey control.
 ME2601
 ME2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2601.See file dsdata.pdf to determine how the superseded data were derived.
 ME2601
 ME2601_MARKER: DS = TRIANGULATION STATION DISK
 ME2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2601_STAMPING: KAKEE 1952
 ME2601_MARK LOGO: CGS
 ME2601_PROJECTION: FLUSH
 ME2601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2601+STABILITY: SURFACE MOTION
 ME2601
 ME2601  HISTORY     - Date     Condition        Report By
 ME2601  HISTORY     - 1952     MONUMENTED       CGS
 ME2601  HISTORY     - 1984     GOOD             INDNR
 ME2601  HISTORY     - 19840321 GOOD             NGS
 ME2601
 ME2601                          STATION DESCRIPTION
 ME2601
 ME2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2601'STATION IS LOCATED ON THE PROPERTY OF FRANK MCNALLY ON THE NORTH SIDE
 ME2601'OF STATE HIGHWAY 10 ABOUT 4 MILES NORTHWEST OF LAKE VILLAGE AND 1/2
 ME2601'MILE EAST OF THE ILLINOIS-INDIANA STATE LINE.  IT IS ABOUT 200 FEET
 ME2601'SOUTHEAST OF MR. MCNALLYS HOUSE, 64 FEET NORTH OF THE CENTER OF
 ME2601'HIGHWAY 10, 32 FEET EAST OF THE CENTER OF A DRIVEWAY AND 21 FEET WEST
 ME2601'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2601'KAKEE 1952.
 ME2601'
 ME2601'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST WING OF A CONCRETE BRIDGE
 ME2601'ABUTMENT AND IS 17 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE DISK
 ME2601'IS SET FLUSH IN A DRILL HOLE IN THE ABUTMENT AND IS STAMPED KAKEE NO 1
 ME2601'1952.
 ME2601'
 ME2601'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF CENTER OF HIGHWAY, 22 FEET
 ME2601'NORTHWEST OF A POWER POLE AND 1 FOOT NORTH OF A FENCE.  THE MARK IS
 ME2601'FLUSH AND THE DISK IS STAMPED KAKEE NO 2 1952.
 ME2601'
 ME2601'AZIMUTH MARK IS 38 FEET WEST OF CENTER OF A GRAVEL ROAD, 13 FEET SOUTH
 ME2601'OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 ME2601'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2601'STAMPED KAKEE 1952.
 ME2601'
 ME2601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2601'HIGHWAY 10 IN THE NORTH EDGE OF LAKE VILLAGE, GO WEST AND NORTHWEST ON
 ME2601'HIGHWAY 10 FOR 3.4 MILES TO A DRIVEWAY RIGHT AND THE STATION AS
 ME2601'DESCRIBED.
 ME2601'
 ME2601'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 10 FOR
 ME2601'0.3 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE
 ME2601'TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2601'
 ME2601'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2601
 ME2601                          STATION RECOVERY (1984)
 ME2601
 ME2601'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 ME2601'KAKEE 1952 - RECOVERED.  RM NO 1 - NOT FOUND.  RM NO 2 - NOT FOUND.
 ME2601'AZIMUTH MARK - NOT FOUND.  THE STATION MARK NEEDS TO BE MOVED.  THE
 ME2601'CURRENT PROPERTY OWNER PLANS ON DIGGING A NEW DITCH AT THE LOCATION OF
 ME2601'THE STATION MARK IN APRIL OR MAY 1984.
 ME2601
 ME2601                          STATION RECOVERY (1984)
 ME2601
 ME2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME2601'STATION WAS RECOVERED IN GOOD CONDITION, AS WAS REFERENCE MARK 2,
 ME2601'WHICH WAS BURIED 16 INCHES BELOW GROUND, AND THE AZIMUTH MARK.
 ME2601'REFERENCE MARK 1 WAS DESTROYED APPARENTLY WHEN NEW BRIDGE WAS BUILT.
 ME2601'DUE TO CONSTRUCTION THIS STATION WAS RELOCATED AND KAKEE 2 1984 WAS
 ME2601'ESTABLISHED.  REFERENCE MARK 2 WAS LEFT INTACT AND USED IN CONJUNCTION
 ME2601'WITH THE NEW STATION.  FOR FURTHER INFORMATION SEE KAKEE 2 1984.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0531 ***********************************************************************
 MD0531  DESIGNATION -  KAMMEYER RESET
 MD0531  PID         -  MD0531
 MD0531  STATE/COUNTY-  IN/ALLEN
 MD0531  COUNTRY     -  US
 MD0531  USGS QUAD   -  GRABILL (2019)
 MD0531
 MD0531                         *CURRENT SURVEY CONTROL
 MD0531  ______________________________________________________________________
 MD0531* NAD 83(1986) POSITION- 41 08 46.44940(N) 084 52 55.42465(W)   ADJUSTED
 MD0531* NAVD 88 ORTHO HEIGHT -   228.67  (meters)      750.2   (feet) RESET
 MD0531  ______________________________________________________________________
 MD0531  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 MD0531  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 MD0531  HORZ ORDER      -  SECOND
 MD0531  VERT ORDER      -  THIRD
 MD0531
 MD0531.The horizontal coordinates were established by classical geodetic methods
 MD0531.and adjusted by the National Geodetic Survey in May 1999.
 MD0531
 MD0531.The orthometric height was computed from unverified reset data.
 MD0531
 MD0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0531.GEOID18 height accuracy estimate available here.
 MD0531
 MD0531.Click photographs - Photos may exist for this station.
 MD0531
 MD0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0531
 MD0531. The following values were computed from the NAD 83(1986) position.
 MD0531
 MD0531;                    North         East     Units Scale Factor Converg.
 MD0531;SPC IN E     -   655,094.678   165,864.793   MT  1.00002004   +0 30 58.6
 MD0531;SPC IN E     - 2,149,256.46    544,174.74   sFT  1.00002004   +0 30 58.6
 MD0531;SPC OH N     -   167,030.924   400,065.194   MT  0.99994008   -1 33 53.6
 MD0531;SPC OH N     -   548,000.62  1,312,547.22   sFT  0.99994008   -1 33 53.6
 MD0531;UTM  16      - 4,557,152.816   677,733.037   MT  0.99998879   +1 23 38.2
 MD0531
 MD0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0531!SPC IN E     -   0.99996935  x   1.00002004  =   0.99998939
 MD0531!SPC OH N     -   0.99996935  x   0.99994008  =   0.99990943
 MD0531!UTM  16      -   0.99996935  x   0.99998879  =   0.99995814
 MD0531
 MD0531:                Primary Azimuth Mark                     Grid Az
 MD0531:SPC IN E     -  KAMMEYER AZ MK                           247 19 24.6
 MD0531:SPC OH N     -  KAMMEYER AZ MK                           249 24 16.8
 MD0531:UTM  16      -  KAMMEYER AZ MK                           246 26 45.0
 MD0531
 MD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7773357152(NAD 83)
 MD0531
 MD0531|---------------------------------------------------------------------|
 MD0531| PID    Reference Object                     Distance      Geod. Az  |
 MD0531|                                                           dddmmss.s |
 MD0531| MD0532 KAMMEYER RM 1                        40.179 METERS 02223     |
 MD0531| MD1810 KA 01                               153.238 METERS 08119     |
 MD0531| MD1809 KA 07                               195.837 METERS 08258     |
 MD0531| MD0534 KAMMEYER RM 3                        27.326 METERS 09033     |
 MD0531| CE6764 KAMMEYER AZ MK                                     2475023.2 |
 MD0531| MD0533 KAMMEYER RM 2                        27.612 METERS 31546     |
 MD0531|---------------------------------------------------------------------|
 MD0531
 MD0531                          SUPERSEDED SURVEY CONTROL
 MD0531
 MD0531  NAD 83(1986)-  41 08 46.44938(N)    084 52 55.42573(W) AD(       ) 2
 MD0531  NAD 83(1986)-  41 08 46.45093(N)    084 52 55.44023(W) AD(       ) 2
 MD0531
 MD0531.Superseded values are not recommended for survey control.
 MD0531
 MD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0531.See file dsdata.pdf to determine how the superseded data were derived.
 MD0531
 MD0531_MARKER: DS = TRIANGULATION STATION DISK
 MD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0531_STAMPING: KAMMEYER 1947 1966 BM RESET
 MD0531_MARK LOGO: CGS
 MD0531_PROJECTION: FLUSH
 MD0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0531+STABILITY: SURFACE MOTION
 MD0531
 MD0531  HISTORY     - Date     Condition        Report By
 MD0531  HISTORY     - 1966     MONUMENTED       CGS
 MD0531
 MD0531                          STATION DESCRIPTION
 MD0531
 MD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD0531'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF NEW HAVEN AND 2
 MD0531'MILES NORTHWEST OF WOODBURN, ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY NO
 MD0531'24.
 MD0531'
 MD0531'TO REACH THE STATION FROM THE INTERSECTION OF WOODBURN ROAD AND BULL
 MD0531'RAPIDS ROAD, JUST NORTH OF THE NEW POST OFFICE IN WOODBURN, GO
 MD0531'NORTHERLY ON BULL RAPIDS ROAD FOR 1.9 MILES TO U.S. HIGHWAY NO 24,
 MD0531'HERE TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY NO 24 FOR 0.55 MILE TO
 MD0531'THE STATION ON THE RIGHT AS DESCRIBED.
 MD0531'
 MD0531'THE STATION IS IN FRONT OF THE OLAN H. SHANK PROPERTY, 44 FEET NORTH
 MD0531'OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY NO 24, 30 FEET SOUTHWEST OF
 MD0531'A 30-INCH OAK TREE, 26 FEET EAST OF A 12-INCH HICKORY TREE, 21 FEET
 MD0531'NORTHEAST OF A TELEPHONE POLE AND 16.5 NORTH-NORTHEAST OF A METAL
 MD0531'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-
 MD0531'INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAMMEYER
 MD0531'1947 1966 BM RESET.  NOTES 1A AND 7A.
 MD0531'
 MD0531'REFERENCE MARK NO. 2 IS IN THE YARD OF THE SHANK PROPERTY, ABOUT 120
 MD0531'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY NO 24, 30 FEET
 MD0531'SOUTH OF A 36-INCH OAK TREE, 28 FEET WEST OF A 14-INCH HICKORY TREE,
 MD0531'AND 16 FEET NORTH-NORTHEAST OF A 20-INCH OAK TREE.  IT IS A STANDARD
 MD0531'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 MD0531'THE DISK IS STAMPED KAMMEYER NO 2 1947.  NOTE 11A.
 MD0531'
 MD0531'REFERENCE MARK NO. 3 IS IN FRONT OF THE C.F. KEOKUK PROPERTY, 55 FEET
 MD0531'WEST OF A POWERLINE POLE, 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 MD0531'U.S. HIGHWAY NO 24 AND 20 FEET EAST OF THE APPROXIMATE CENTER OF A
 MD0531'DRIVEWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 MD0531'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAMMEYER NO 3 1947
 MD0531'1966 BM RESET.  NOTE 11A.
 MD0531'
 MD0531'THE REFERENCE MARKS COULD NOT BE MEASURED BETWEEN.
 MD0531'
 MD0531'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION
 MD0531'ALONG THE HIGHWAY RIGHT-OF-WAY, 88 FEET WEST-NORTHWEST OF A POWERLINE
 MD0531'POLE, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY NO
 MD0531'24, AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 MD0531'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 MD0531'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED KAMMEYER 1947.  NOTE
 MD0531'16A.
 MD0531'
 MD0531'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 MD0531'WEST-SOUTHWESTERLY ON U.S. HIGHWAY NO 24 FOR 0.25 MILE TO THE MARK ON
 MD0531'THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0534 ***********************************************************************
 MD0534  DESIGNATION -  KAMMEYER RM 3
 MD0534  PID         -  MD0534
 MD0534  STATE/COUNTY-  IN/ALLEN
 MD0534  COUNTRY     -  US
 MD0534  USGS QUAD   -  GRABILL (2019)
 MD0534
 MD0534                         *CURRENT SURVEY CONTROL
 MD0534  ______________________________________________________________________
 MD0534* NAD 83(1986) POSITION- 41 08 46.44   (N) 084 52 54.25   (W)   HD_HELD1
 MD0534* NAVD 88 ORTHO HEIGHT -   228.74  (meters)      750.5   (feet) RESET
 MD0534  ______________________________________________________________________
 MD0534  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 MD0534  VERT ORDER      -  THIRD
 MD0534
 MD0534.The horizontal coordinates were determined by differentially corrected
 MD0534.hand held GPS observations or other comparable positioning techniques
 MD0534.and have an estimated accuracy of +/- 3 meters.
 MD0534
 MD0534.The orthometric height was computed from unverified reset data.
 MD0534
 MD0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0534.GEOID18 height accuracy estimate available here.
 MD0534
 MD0534.Click photographs - Photos may exist for this station.
 MD0534
 MD0534;                    North         East    Units  Estimated Accuracy
 MD0534;SPC IN E     -   655,094.6     165,892.2     MT  (+/- 3 meters HH1 GPS) 
 MD0534
 MD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7776057153(NAD 83)
 MD0534
 MD0534                          SUPERSEDED SURVEY CONTROL
 MD0534
 MD0534.No superseded survey control is available for this station.
 MD0534
 MD0534_MARKER: DR = REFERENCE MARK DISK
 MD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0534_STAMPING: KAMMEYER NO 3 1947 1966 BM RESET
 MD0534_MARK LOGO: CGS
 MD0534_PROJECTION: FLUSH
 MD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0534+STABILITY: SURFACE MOTION
 MD0534
 MD0534  HISTORY     - Date     Condition        Report By
 MD0534  HISTORY     - 1966     MONUMENTED       CGS
 MD0534
 MD0534                          STATION DESCRIPTION
 MD0534
 MD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD0534'2.3 MI NW FROM WOODBURN.
 MD0534'THE MARK IS LOCATED ABOUT 1.9 MILES NORTHERLY ON BULL RAPIDS ROAD
 MD0534'FROM THE POST OFFICE IN WOODBURN, THENCE WESTERLY ON U.S. HIGHWAY
 MD0534'24 FOR 0.55 MILE TO THE KAMMEYER 1947 1966 TRIANGULATION STATION
 MD0534'SITE.  IT IS ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 24 IN FRONT
 MD0534'OF THE C.F. KEOKUK PROPERTY, 55 FEET WEST OF A POWERLINE POLE,
 MD0534'25 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 24, AND
 MD0534'20 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  IT IS A
 MD0534'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH SQUARE,
 MD0534'FLUSH, CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2532 ***********************************************************************
 ME2532  DESIGNATION -  KANK
 ME2532  PID         -  ME2532
 ME2532  STATE/COUNTY-  IN/PORTER
 ME2532  COUNTRY     -  US
 ME2532  USGS QUAD   -  HEBRON (2019)
 ME2532
 ME2532                         *CURRENT SURVEY CONTROL
 ME2532  ______________________________________________________________________
 ME2532* NAD 83(1997) POSITION- 41 15 39.19905(N) 087 11 55.12097(W)   ADJUSTED
 ME2532* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 ME2532  ______________________________________________________________________
 ME2532  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 ME2532  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 ME2532  HORZ ORDER      -  SECOND
 ME2532
 ME2532.The horizontal coordinates were established by classical geodetic methods
 ME2532.and adjusted by the National Geodetic Survey in May 1999.
 ME2532
 ME2532.The orthometric height was scaled from a topographic map.
 ME2532
 ME2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2532.GEOID18 height accuracy estimate available here.
 ME2532
 ME2532.Click photographs - Photos may exist for this station.
 ME2532
 ME2532.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2532
 ME2532. The following values were computed from the NAD 83(1997) position.
 ME2532
 ME2532;                    North         East     Units Scale Factor Converg.
 ME2532;SPC IN W     -   667,537.003   890,336.932   MT  0.99996782   -0 04 33.8
 ME2532;SPC IN W     - 2,190,077.65  2,921,047.08   sFT  0.99996782   -0 04 33.8
 ME2532;UTM  16      - 4,567,737.856   483,359.719   MT  0.99960341   -0 07 51.6
 ME2532
 ME2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2532!SPC IN W     -   0.99997441  x   0.99996782  =   0.99994223
 ME2532!UTM  16      -   0.99997441  x   0.99960341  =   0.99957783
 ME2532
 ME2532:                Primary Azimuth Mark                     Grid Az
 ME2532:SPC IN W     -  KEE                                      079 23 27.8
 ME2532:UTM  16      -  KEE                                      079 26 45.6
 ME2532
 ME2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8335967737(NAD 83)
 ME2532
 ME2532|---------------------------------------------------------------------|
 ME2532| PID    Reference Object                     Distance      Geod. Az  |
 ME2532|                                                           dddmmss.s |
 ME2532| CM2930 KANK RM 1                            31.044 METERS 06606     |
 ME2532| ME2523 KEE                                 APPROX.12.5 KM 0791854.0 |
 ME2532| CM2931 KANK RM 2                            27.170 METERS 15232     |
 ME2532| ME2531 TT 31 F                              69.400 METERS 18739     |
 ME2532|---------------------------------------------------------------------|
 ME2532
 ME2532                          SUPERSEDED SURVEY CONTROL
 ME2532
 ME2532  NAD 83(1986)-  41 15 39.20384(N)    087 11 55.12851(W) AD(       ) 2
 ME2532  NAD 27      -  41 15 39.06990(N)    087 11 55.01900(W) AD(       ) 2
 ME2532
 ME2532.Superseded values are not recommended for survey control.
 ME2532
 ME2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2532.See file dsdata.pdf to determine how the superseded data were derived.
 ME2532
 ME2532_MARKER: DS = TRIANGULATION STATION DISK
 ME2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2532_STAMPING: KANK 1952
 ME2532_MARK LOGO: CGS
 ME2532_PROJECTION: FLUSH
 ME2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2532+STABILITY: SURFACE MOTION
 ME2532
 ME2532  HISTORY     - Date     Condition        Report By
 ME2532  HISTORY     - 1952     MONUMENTED       CGS
 ME2532  HISTORY     - 1968     GOOD             CGS
 ME2532  HISTORY     - 19891020 MARK NOT FOUND   USPSQD
 ME2532
 ME2532                          STATION DESCRIPTION
 ME2532
 ME2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2532'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF HEBRON IN THE NORTHEAST
 ME2532'ANGLE FORMED BY STATE HIGHWAY 63 AND THE KANKAKEE RIVER AND ON
 ME2532'PROPERTY OWNED BY AUGUST R. JOHNSON.  IT IS 267 FEET NORTH OF THE
 ME2532'NORTH BANK OF THE RIVER, 115 FEET NORTH OF THE NORTHWEST CORNER OF A
 ME2532'LOG HOUSE, 106 FEET EAST OF THE CENTER OF STATE HIGHWAY 53, 68 FEET
 ME2532'NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH WING OF A CONCRETE
 ME2532'CULVERT AND 14 FEET NORTH OF A WHITE WITNESS POST AND A FENCELINE.
 ME2532'THE MARK IS FLUSH AND THE DISK IS STAMPED KANK 1952.
 ME2532'
 ME2532'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ME2532'SMALL FRAME BUILDING AND 1 FOOT NORTH OF A FENCELINE.  THE MARK
 ME2532'PROJECTS 4 INCHES AND THE DISK IS STAMPED KANK NO 1 1952.
 ME2532'
 ME2532'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ME2532'LOG HOUSE, 15 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 15 FEET
 ME2532'SOUTHWEST OF A 12 INCH TREE.  THE MARK IS FLUSH AND THE DISK IS
 ME2532'STAMPED KANK NO 2 1952.
 ME2532'
 ME2532'NO AZIMUTH MARK WAS SET AT THIS STATION.
 ME2532'
 ME2532'TT 31F (USGS) BM IS 40 FEET NORTH OF THE NORTH BANK OF THE RIVER AND
 ME2532'ON THE EAST BANK OF A SMALL DRAINAGE DITCH AND 83 FEET SOUTHWEST OF
 ME2532'THE SOUTHWEST CORNER OF THE LOG HOUSE.  THE MARK IS A 6 BY 6 INCH
 ME2532'CONCRETE POST WHICH PROJECTS 10 INCHES WITH A BRONZE U.S. GEOLOGICAL
 ME2532'SURVEY BENCH MARK DISK SET IN THE TOP STAMPED TT STA NO 31F 1928.
 ME2532'(NOTE-THIS MARK IS VERY LOOSE IN THE GROUND)
 ME2532'
 ME2532'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2532
 ME2532                          STATION RECOVERY (1968)
 ME2532
 ME2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2532'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 ME2532'DESCRIPTION IS GOOD WITH THE BELOW INFORMATION.
 ME2532'
 ME2532'REFERENCE MARK 2 IS 3 INCHES UNDERGROUND AND 1 FOOT NORTH OF A HEDGE
 ME2532'LINE.
 ME2532'
 ME2532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3-1/2 MILES SOUTH
 ME2532'OF HEBRON.
 ME2532
 ME2532                          STATION RECOVERY (1989)
 ME2532
 ME2532'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2625 ***********************************************************************
 LB2625  DESIGNATION -  KEAN
 LB2625  PID         -  LB2625
 LB2625  STATE/COUNTY-  IN/WHITE
 LB2625  COUNTRY     -  US
 LB2625  USGS QUAD   -  IDAVILLE (2019)
 LB2625
 LB2625                         *CURRENT SURVEY CONTROL
 LB2625  ______________________________________________________________________
 LB2625* NAD 83(1997) POSITION- 40 49 13.99614(N) 086 38 53.68093(W)   ADJUSTED
 LB2625* NAVD 88 ORTHO HEIGHT -   212.10  (+/-2cm)      695.9   (feet) VERTCON3
 LB2625  ______________________________________________________________________
 LB2625  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LB2625  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 LB2625  HORZ ORDER      -  SECOND
 LB2625  VERT ORDER      -  THIRD ? (See Below)
 LB2625
 LB2625.The horizontal coordinates were established by classical geodetic methods
 LB2625.and adjusted by the National Geodetic Survey in May 1999.
 LB2625
 LB2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2625
 LB2625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2625.GEOID18 height accuracy estimate available here.
 LB2625
 LB2625.The vertical order pertains to the NGVD 29 superseded value.
 LB2625
 LB2625.Click photographs - Photos may exist for this station.
 LB2625
 LB2625.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2625
 LB2625. The following values were computed from the NAD 83(1997) position.
 LB2625
 LB2625;                    North         East     Units Scale Factor Converg.
 LB2625;SPC IN W     -   618,722.146   936,704.191   MT  0.99998324   +0 17 03.9
 LB2625;SPC IN W     - 2,029,924.24  3,073,170.33   sFT  0.99998324   +0 17 03.9
 LB2625;UTM  16      - 4,518,896.741   529,663.274   MT  0.99961083   +0 13 47.8
 LB2625
 LB2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2625!SPC IN W     -   0.99997204  x   0.99998324  =   0.99995528
 LB2625!UTM  16      -   0.99997204  x   0.99961083  =   0.99958288
 LB2625
 LB2625:                Primary Azimuth Mark                     Grid Az
 LB2625:SPC IN W     -  KEAN AZ MK                               183 08 19.9
 LB2625:UTM  16      -  KEAN AZ MK                               183 11 36.0
 LB2625
 LB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2966318896(NAD 83)
 LB2625
 LB2625|---------------------------------------------------------------------|
 LB2625| PID    Reference Object                     Distance      Geod. Az  |
 LB2625|                                                           dddmmss.s |
 LB2625| CC9480 KEAN RM 1                            23.485 METERS 00625     |
 LB2625| CC9481 KEAN RM 2                            25.060 METERS 10552     |
 LB2625| CC9479 KEAN AZ MK                                         1832523.8 |
 LB2625|---------------------------------------------------------------------|
 LB2625
 LB2625                          SUPERSEDED SURVEY CONTROL
 LB2625
 LB2625  NAD 83(1986)-  40 49 14.00140(N)    086 38 53.69092(W) AD(       ) 2
 LB2625  NAD 27      -  40 49 13.85700(N)    086 38 53.66200(W) AD(       ) 2
 LB2625  NGVD 29             212.21   (m)          696.2    (f) LEVELING    3  
 LB2625
 LB2625.Superseded values are not recommended for survey control.
 LB2625
 LB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2625.See file dsdata.pdf to determine how the superseded data were derived.
 LB2625
 LB2625_MARKER: DS = TRIANGULATION STATION DISK
 LB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2625_STAMPING: KEAN 1948
 LB2625_MARK LOGO: CGS
 LB2625_PROJECTION: RECESSED 36 CENTIMETERS
 LB2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2625+STABILITY: SURFACE MOTION
 LB2625
 LB2625  HISTORY     - Date     Condition        Report By
 LB2625  HISTORY     - 1948     MONUMENTED       CGS
 LB2625
 LB2625                          STATION DESCRIPTION
 LB2625
 LB2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2625'THE STATION IS LOCATED 8 MILES NORTHEAST OF MONTICELLO, 5 MILES EAST
 LB2625'OF SITKA AND 4 MILES NORTH OF IDAVILLE.  IT IS 120 FEET SOUTHEAST OF
 LB2625'AN INTERSECTION OF A PAVED AND GRAVEL CROSSROAD, 97 FEET SOUTH OF
 LB2625'THE CENTER OF THE GRAVEL ROAD, 65 FEET EAST OF THE CENTER OF THE
 LB2625'PAVED ROAD, 74 FEET SOUTH OF A 36 INCH OAK TREE AND 42 FEET WEST
 LB2625'OF A 24 INCH OAK TREE.  THE MARK IS 14 INCHES BELOW THE SURFACE
 LB2625'OF THE GROUND AND THE DISK IS STAMPED KEAN 1948.
 LB2625'
 LB2625'REFERENCE MARK NO. 1 IS 77.05 FEET NORTH OF THE STATION.  IT IS 22
 LB2625'FEET EAST OF A 36 INCH OAK TREE, 20 FEET SOUTH OF THE CENTER OF THE
 LB2625'GRAVEL ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 LB2625'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KEAN NO
 LB2625'1 1948.
 LB2625'
 LB2625'REFERENCE MARK NO. 2 IS 82.22 FEET EAST OF THE STATION.  IT IS 43
 LB2625'FEET NORTHEAST OF A 24 INCH OAK TREE AND 42 FEET SOUTHEAST OF A 24
 LB2625'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KEAN NO 2
 LB2625'1948.
 LB2625'
 LB2625'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT IS 68 FEET
 LB2625'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 22 FEET WEST OF THE
 LB2625'CENTER OF A PAVED ROAD AND 2 FEET NORTH OF A TELEPHONE POLE AND
 LB2625'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LB2625'STAMPED KEAN 1948.
 LB2625'
 LB2625'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 AND U. S.
 LB2625'HIGHWAY 24, 1 MILE EAST OF MONTICELLO, GO EAST ON HIGHWAY 24 FOR 5.3
 LB2625'MILES TO A PAVED CROSSROAD IN IDAVILLE.  TURN LEFT AND GO NORTH ON
 LB2625'THE PAVED ROAD FOR 4.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LB2625'DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE TO A GRAVEL CROSSROAD
 LB2625'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LB2625'
 LB2625'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2523 ***********************************************************************
 ME2523  DESIGNATION -  KEE
 ME2523  PID         -  ME2523
 ME2523  STATE/COUNTY-  IN/PORTER
 ME2523  COUNTRY     -  US
 ME2523  USGS QUAD   -  KOUTS (2019)
 ME2523
 ME2523                         *CURRENT SURVEY CONTROL
 ME2523  ______________________________________________________________________
 ME2523* NAD 83(1997) POSITION- 41 16 53.75564(N) 087 03 08.94157(W)   ADJUSTED
 ME2523* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 ME2523  ______________________________________________________________________
 ME2523  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2523  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 ME2523  HORZ ORDER      -  SECOND
 ME2523
 ME2523.The horizontal coordinates were established by classical geodetic methods
 ME2523.and adjusted by the National Geodetic Survey in May 1999.
 ME2523
 ME2523.The orthometric height was scaled from a topographic map.
 ME2523
 ME2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2523.GEOID18 height accuracy estimate available here.
 ME2523
 ME2523.Click photographs - Photos may exist for this station.
 ME2523
 ME2523.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2523
 ME2523. The following values were computed from the NAD 83(1997) position.
 ME2523
 ME2523;                    North         East     Units Scale Factor Converg.
 ME2523;SPC IN W     -   669,831.025   902,584.369   MT  0.99996675   +0 01 13.3
 ME2523;SPC IN W     - 2,197,603.95  2,961,228.88   sFT  0.99996675   +0 01 13.3
 ME2523;UTM  16      - 4,570,019.293   495,604.874   MT  0.99960024   -0 02 04.7
 ME2523
 ME2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2523!SPC IN W     -   0.99997270  x   0.99996675  =   0.99993945
 ME2523!UTM  16      -   0.99997270  x   0.99960024  =   0.99957295
 ME2523
 ME2523:                Primary Azimuth Mark                     Grid Az
 ME2523:SPC IN W     -  KEE AZ MK                                273 07 33.6
 ME2523:UTM  16      -  KEE AZ MK                                273 10 51.6
 ME2523
 ME2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9560470019(NAD 83)
 ME2523
 ME2523|---------------------------------------------------------------------|
 ME2523| PID    Reference Object                     Distance      Geod. Az  |
 ME2523|                                                           dddmmss.s |
 ME2523| ME2525 KOUTS MUNICIPAL TANK                APPROX. 4.6 KM 0300621.6 |
 ME2523| CM2941 KEE RM 1                                           19001     |
 ME2523| CM2940 KEE AZ MK                                          2730846.9 |
 ME2523| CM2942 KEE RM 2                                           28400     |
 ME2523| ME2522 HEINOLD ELEV CO GRAIN ELEVATOR      APPROX. 6.5 KM 3074827.0 |
 ME2523|---------------------------------------------------------------------|
 ME2523
 ME2523                          SUPERSEDED SURVEY CONTROL
 ME2523
 ME2523  NAD 83(1986)-  41 16 53.76079(N)    087 03 08.94732(W) AD(       ) 2
 ME2523  NAD 27      -  41 16 53.62150(N)    087 03 08.85360(W) AD(       ) 2
 ME2523
 ME2523.Superseded values are not recommended for survey control.
 ME2523
 ME2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2523.See file dsdata.pdf to determine how the superseded data were derived.
 ME2523
 ME2523_MARKER: DS = TRIANGULATION STATION DISK
 ME2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2523_STAMPING: KEE 1952
 ME2523_MARK LOGO: CGS
 ME2523_PROJECTION: FLUSH
 ME2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2523+STABILITY: SURFACE MOTION
 ME2523
 ME2523  HISTORY     - Date     Condition        Report By
 ME2523  HISTORY     - 1952     MONUMENTED       CGS
 ME2523  HISTORY     - 19891020 MARK NOT FOUND   USPSQD
 ME2523
 ME2523                          STATION DESCRIPTION
 ME2523
 ME2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2523'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HEBRON AND ABOUT 3 MILES
 ME2523'SOUTHWEST OF KOUTS AND ON PROPERTY OWNED BY MRS. NELLIE ARNOLD.  IT IS
 ME2523'112 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 97 FEET SOUTH OF A
 ME2523'FENCELINE AND 7 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 ME2523'FLUSH AND THE DISK IS STAMPED KEE 1952.
 ME2523'
 ME2523'REFERENCE MARK NO. 1 IS 3 FEET NORTHEAST OF A SMALL LOCUST TREE.  THE
 ME2523'MARK IS FLUSH AND THE DISK IS STAMPED KEE NO 1 1952.
 ME2523'
 ME2523'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2523'ROAD AND 97 FEET SOUTH OF THE FENCELINE.  THE MARK IS FLUSH AND THE
 ME2523'DISK IS STAMPED KEE NO 2 1952.
 ME2523'
 ME2523'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 9 FEET
 ME2523'WEST OF THE CENTER OF A FARM LANE, 2.6 FEET NORTH OF A WHITE WITNESS
 ME2523'POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 2
 ME2523'INCHES AND THE DISK IS STAMPED KEE 1952.
 ME2523'
 ME2523'TT 34 F (USGS) BM IS 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ME2523'GRAVEL ROAD, 18 FEET SOUTH OF THE EAST-WEST GRAVEL ROAD AND 1 FOOT
 ME2523'SOUTH OF A FENCELINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH
 ME2523'PROJECTS 4 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 ME2523'SET IN THE TOP STAMPED TT STA NO 34 F 1928.
 ME2523'
 ME2523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2523'KOUTS, GO SOUTH ON STATE HIGHWAY 49 FOR 2.4 MILES TO A SIDE ROAD
 ME2523'RIGHT, TURN RIGHT AND GO 0.4 MILE TO THE STATION ON THE LEFT, ON TOP
 ME2523'OF SMALL SAND KNOB, CONTINUE FOR 0.1 MILE TO A CROSSROAD AND TT 34 F
 ME2523'(USGS) BM IN THE SOUTHWEST ANGLE, CONTINUE STRAIGHT AHEAD FOR 0.25
 ME2523'MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2523'
 ME2523'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2523
 ME2523                          STATION RECOVERY (1989)
 ME2523
 ME2523'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1997 ***********************************************************************
 KA1997  DESIGNATION -  KEESLING
 KA1997  PID         -  KA1997
 KA1997  STATE/COUNTY-  IN/BOONE
 KA1997  COUNTRY     -  US
 KA1997  USGS QUAD   -  LIZTON (2019)
 KA1997
 KA1997                         *CURRENT SURVEY CONTROL
 KA1997  ______________________________________________________________________
 KA1997* NAD 83(1997) POSITION- 39 56 46.60168(N) 086 36 08.05356(W)   ADJUSTED
 KA1997* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 KA1997  ______________________________________________________________________
 KA1997  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 KA1997  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 KA1997  HORZ ORDER      -  FIRST
 KA1997
 KA1997.The horizontal coordinates were established by classical geodetic methods
 KA1997.and adjusted by the National Geodetic Survey in May 1999.
 KA1997
 KA1997.The orthometric height was scaled from a topographic map.
 KA1997
 KA1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1997.GEOID18 height accuracy estimate available here.
 KA1997
 KA1997.Click photographs - Photos may exist for this station.
 KA1997
 KA1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1997
 KA1997. The following values were computed from the NAD 83(1997) position.
 KA1997
 KA1997;                    North         East     Units Scale Factor Converg.
 KA1997;SPC IN W     -   521,663.717   941,113.555   MT  0.99998747   +0 18 32.0
 KA1997;SPC IN W     - 1,711,491.71  3,087,636.72   sFT  0.99998747   +0 18 32.0
 KA1997;UTM  16      - 4,421,870.388   533,979.563   MT  0.99961421   +0 15 19.4
 KA1997
 KA1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1997!SPC IN W     -   0.99995819  x   0.99998747  =   0.99994566
 KA1997!UTM  16      -   0.99995819  x   0.99961421  =   0.99957241
 KA1997
 KA1997:                Primary Azimuth Mark                     Grid Az
 KA1997:SPC IN W     -  KEESLING AZ MK                           020 05 52.1
 KA1997:UTM  16      -  KEESLING AZ MK                           020 09 04.7
 KA1997
 KA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3397921870(NAD 83)
 KA1997
 KA1997|---------------------------------------------------------------------|
 KA1997| PID    Reference Object                     Distance      Geod. Az  |
 KA1997|                                                           dddmmss.s |
 KA1997| CC9482 KEESLING AZ MK                                     0202424.1 |
 KA1997| LB2526 LEBANON BOONE CO CTHSE DOME         APPROX.16.1 KM 0451443.3 |
 KA1997| LB2528 LEBANON MUNICIPAL STANDPIPE         APPROX.15.9 KM 0465348.1 |
 KA1997| LB2525 LEBANON IND CONDEN MILK CO STK      APPROX.16.1 KM 0493441.7 |
 KA1997| KA1962 BROWNSBURG MUNICIPAL TANK           APPROX.21.0 KM 1231828.6 |
 KA1997| KA1961 PITTSBORO MUNICIPAL TANK            APPROX.14.6 KM 1281725.5 |
 KA1997| CC9484 KEESLING RM 2                        80.372 METERS 17429     |
 KA1997| KA2001 NORTH SALEM MUNICIPAL TANK          APPROX.10.2 KM 1993326.3 |
 KA1997| KA2022 ROACHDALE MUNICIPAL TANK            APPROX.20.1 KM 2385122.8 |
 KA1997|---------------------------------------------------------------------|
 KA1997
 KA1997                          SUPERSEDED SURVEY CONTROL
 KA1997
 KA1997  NAD 83(1986)-  39 56 46.60564(N)    086 36 08.05836(W) AD(       ) 1
 KA1997  NAD 27      -  39 56 46.44600(N)    086 36 08.05000(W) AD(       ) 1
 KA1997
 KA1997.Superseded values are not recommended for survey control.
 KA1997
 KA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1997.See file dsdata.pdf to determine how the superseded data were derived.
 KA1997
 KA1997_MARKER: DS = TRIANGULATION STATION DISK
 KA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1997_STAMPING: KEESLING 1939
 KA1997_MARK LOGO: CGS
 KA1997_PROJECTION: RECESSED 30 CENTIMETERS
 KA1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1997+STABILITY: SURFACE MOTION
 KA1997
 KA1997  HISTORY     - Date     Condition        Report By
 KA1997  HISTORY     - 1939     MONUMENTED       CGS
 KA1997  HISTORY     - 1948     GOOD             CGS
 KA1997  HISTORY     - 1957     GOOD             CGS
 KA1997
 KA1997                          STATION DESCRIPTION
 KA1997
 KA1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1997'THIS STATION IS LOCATED APPROXIMATELY 2 MILES AIR-LINE NE OF
 KA1997'JAMESTOWN, ON THE HIGHEST POINT OF A HILL, IN A PASTURE LOT, ON
 KA1997'THE W SIDE OF A GRAVEL ROAD, W OF A PEAR ORCHARD, ON THE PROPERTY
 KA1997'BELONGING TO MRS. MARY KEESLING. THE MARK, WHICH IS SET 12 INCHES
 KA1997'BELOW THE SURFACE, IS 29 FEET S OF THE N, EW PROPERTY LINE FENCE, 155
 KA1997'FEET ESE OF THE NW FENCE CORNER, 152.5 FEET E OF THE W FENCE LINE.
 KA1997'
 KA1997'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1997'BRONZE DISKS SET IN CONCRETE.
 KA1997'
 KA1997'REFERENCE MARK NO. 1 IS ENE OF THE STATION, SET IN THE N FENCE LINE,
 KA1997'45 FEET W OF A NS FENCE INTERSECTION, 39 FEET E OF A NS FENCE
 KA1997'INTERSECTION. MARK PROJECTS 4 INCHES. REFERENCE MARK NO. 2 IS SSE OF
 KA1997'THE STATION, SET IN THE S FENCE LINE OF PASTURE, ON THE N SIDE
 KA1997'OF THE HOUSE, 20 FEET E OF A TOILET, 60 FEET E OF A FENCE CORNER. THE
 KA1997'MARK PROJECTS 6 INCHES.
 KA1997'
 KA1997'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NNE OF THE STATION. SET IN
 KA1997'THE FENCE LINE ON THE S SIDE OF THE EW GRAVEL ROAD, 21 FEET S OF
 KA1997'THE CENTER LINE, ABOUT 0.1 MILE E OF THE NS T-INTERSECTION. MARK
 KA1997'PROJECTS 2 INCHES.
 KA1997'
 KA1997'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NOS. 34
 KA1997'AND 75 IN JAMESTOWN, GO N AND E ON STATE HIGHWAY 75 FOR 1.0 MILE
 KA1997'TO A MACADAM T-ROAD RIGHT, TURN RIGHT AND GO 1.0 MILE E TO A GRAVEL
 KA1997'T-ROAD LEFT, JUST BEFORE REACHING A RED SCHOOLHOUSE, TURN LEFT AND
 KA1997'GO 0.5 MILE TO MRS. KEESLINGS FARM AND THE STATION ON THE LEFT.
 KA1997'
 KA1997'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KA1997
 KA1997                          STATION RECOVERY (1948)
 KA1997
 KA1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1997'RECOVERED AS DESCRIBED.
 KA1997
 KA1997                          STATION RECOVERY (1957)
 KA1997
 KA1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1997'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KA1997'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KA1997'DISTANCE TO THE MARKS WAS MEASURED AND ANGLES BETWEEN THE AZIMUTH
 KA1997'MARK AND THE REFERENCE MARKS WAS MEASURED. ALL
 KA1997'MEASUREMENTS WERE IN GOOD AGREEMENT WITH THE ORIGINAL DATA. THE
 KA1997'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1863 ***********************************************************************
 JA1863  DESIGNATION -  KELLERVILLE
 JA1863  PID         -  JA1863
 JA1863  STATE/COUNTY-  IN/DUBOIS
 JA1863  COUNTRY     -  US
 JA1863  USGS QUAD   -  DUBOIS (2019)
 JA1863
 JA1863                         *CURRENT SURVEY CONTROL
 JA1863  ______________________________________________________________________
 JA1863* NAD 83(1997) POSITION- 38 28 47.02947(N) 086 50 03.47144(W)   ADJUSTED
 JA1863* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 JA1863  ______________________________________________________________________
 JA1863  GEOID HEIGHT    -        -32.682 (meters)                     GEOID18
 JA1863  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 JA1863  HORZ ORDER      -  THIRD
 JA1863
 JA1863.The horizontal coordinates were established by classical geodetic methods
 JA1863.and adjusted by the National Geodetic Survey in May 1999.
 JA1863
 JA1863.The orthometric height was scaled from a topographic map.
 JA1863
 JA1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1863.GEOID18 height accuracy estimate available here.
 JA1863
 JA1863.Click photographs - Photos may exist for this station.
 JA1863
 JA1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1863
 JA1863. The following values were computed from the NAD 83(1997) position.
 JA1863
 JA1863;                    North         East     Units Scale Factor Converg.
 JA1863;SPC IN W     -   358,772.202   921,729.452   MT  0.99997248   +0 09 17.9
 JA1863;SPC IN W     - 1,177,071.80  3,024,040.71   sFT  0.99997248   +0 09 17.9
 JA1863;UTM  16      - 4,259,057.290   514,452.948   MT  0.99960257   +0 06 11.2
 JA1863
 JA1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1863!SPC IN W     -   0.99997094  x   0.99997248  =   0.99994342
 JA1863!UTM  16      -   0.99997094  x   0.99960257  =   0.99957352
 JA1863
 JA1863:                Primary Azimuth Mark                     Grid Az
 JA1863:SPC IN W     -  MARTIN                                   331 38 18.2
 JA1863:UTM  16      -  MARTIN                                   331 41 24.9
 JA1863
 JA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1445259057(NAD 83)
 JA1863
 JA1863|---------------------------------------------------------------------|
 JA1863| PID    Reference Object                     Distance      Geod. Az  |
 JA1863|                                                           dddmmss.s |
 JA1863| CG8697 KELLERVILLE AZ MK                                  1110952.9 |
 JA1863| CG8698 KELLERVILLE RM 1                    157.704 METERS 18134     |
 JA1863| CG8699 KELLERVILLE RM 2                    164.038 METERS 25047     |
 JA1863| JA1921 MARTIN                              APPROX. 7.2 KM 3314736.1 |
 JA1863|---------------------------------------------------------------------|
 JA1863
 JA1863                          SUPERSEDED SURVEY CONTROL
 JA1863
 JA1863  NAD 83(1993)-  38 28 47.03608(N)    086 50 03.47408(W) AD(       ) 3
 JA1863  NAD 83(1986)-  38 28 47.03649(N)    086 50 03.47434(W) AD(       ) 3
 JA1863  NAD 27      -  38 28 46.84100(N)    086 50 03.48600(W) AD(       ) 3
 JA1863
 JA1863.Superseded values are not recommended for survey control.
 JA1863
 JA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1863.See file dsdata.pdf to determine how the superseded data were derived.
 JA1863
 JA1863_MARKER: DS = TRIANGULATION STATION DISK
 JA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1863_STAMPING: KELLERVILLE 1946
 JA1863_MARK LOGO: CGS
 JA1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1863+STABILITY: SURFACE MOTION
 JA1863
 JA1863  HISTORY     - Date     Condition        Report By
 JA1863  HISTORY     - 1946     MONUMENTED       CGS
 JA1863
 JA1863                          STATION DESCRIPTION
 JA1863
 JA1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1863'STATION IS ON A BARE PASTURE HILL, ABOUT 150 YARDS NORTH OF STATE
 JA1863'HIGHWAY 56 AND ABOUT 0.25 MILE SOUTHWEST FROM THE OLD SETTLEMENT OF
 JA1863'KELLERVILLE.  IT IS 200 YARDS WEST FROM A SIDE ROAD LEADING NORTH FROM
 JA1863'THE HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1863'KELLERVILLE 1946.
 JA1863'
 JA1863'REFERENCE MARK NO 1 IS 517.40 FEET (SLOPE MEASUREMENT) SOUTH OF THE
 JA1863'STATION, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 JA1863'PROJECTS 4 INCHES AND THE DISK IS STAMPED KELLERVILLE NO 1 1946.
 JA1863'
 JA1863'REFERENCE MARK NO 2 IS 538.18 FEET (SLOPE MEASUREMENT) WEST OF THE
 JA1863'STATION, 21 FEET EAST OF A WIRE FENCE LINE.  THE MARK PROJECTS 4
 JA1863'INCHES AND THE DISK IS STAMPED KELLERVILLE NO 2  1946.
 JA1863'
 JA1863'THE AZIMUTH IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION, 29 FEET NORTH
 JA1863'OF THE CENTERLINE OF THE HIGHWAY AND 24 FEET WEST OF A SIDE DIRT ROAD
 JA1863'LEADING NORTH, 4 FEET WEST OF A WIRE FENCE LINE, 2.5 FEET NORTHWEST OF
 JA1863'A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1863'STAMPED KELLERVILLE 1946.
 JA1863'
 JA1863'TO REACH THE STATION FROM HAYSVILLE, GO EAST ON STATE HIGHWAY 56 FROM
 JA1863'THE JUNCTION WITH 45, 04.7 MILES TO THE TOP OF A GRADE AND THE STATION
 JA1863'IS ABOUT 150 YARDS NORTH, CONTINUE EAST ON THE HIGHWAY ABOUT 50 YARDS
 JA1863'TO A GATE ON THE LEFT, THE AZIMUTH IS 0.1 MILE EAST IN THE NORTHWEST
 JA1863'CORNER OF THE SIDE ROAD ON THE LEFT, TURN LEFT THROUGH THE GATE AND GO
 JA1863'NORTHWEST UP THE SLOPE TO THE TOP OF THE HILL AND THE STATION.
 JA1863'
 JA1863'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2035 ***********************************************************************
 LA2035  DESIGNATION -  KELSO
 LA2035  PID         -  LA2035
 LA2035  STATE/COUNTY-  IN/HUNTINGTON
 LA2035  COUNTRY     -  US
 LA2035  USGS QUAD   -  WARREN (2019)
 LA2035
 LA2035                         *CURRENT SURVEY CONTROL
 LA2035  ______________________________________________________________________
 LA2035* NAD 83(1997) POSITION- 40 44 20.62953(N) 085 26 36.47464(W)   ADJUSTED
 LA2035* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LA2035  ______________________________________________________________________
 LA2035  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 LA2035  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 LA2035  HORZ ORDER      -  SECOND
 LA2035
 LA2035.The horizontal coordinates were established by classical geodetic methods
 LA2035.and adjusted by the National Geodetic Survey in May 1999.
 LA2035
 LA2035.The orthometric height was scaled from a topographic map.
 LA2035
 LA2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2035.GEOID18 height accuracy estimate available here.
 LA2035
 LA2035.Click photographs - Photos may exist for this station.
 LA2035
 LA2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2035
 LA2035. The following values were computed from the NAD 83(1997) position.
 LA2035
 LA2035;                    North         East     Units Scale Factor Converg.
 LA2035;SPC IN E     -   609,605.795   118,852.342   MT  0.99997104   +0 08 44.4
 LA2035;SPC IN E     - 2,000,015.01    389,934.73   sFT  0.99997104   +0 08 44.4
 LA2035;UTM  16      - 4,510,956.511   631,424.292   MT  0.99981260   +1 00 57.5
 LA2035
 LA2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2035!SPC IN E     -   0.99996474  x   0.99997104  =   0.99993578
 LA2035!UTM  16      -   0.99996474  x   0.99981260  =   0.99977735
 LA2035
 LA2035:                Primary Azimuth Mark                     Grid Az
 LA2035:SPC IN E     -  KELSO AZ MK                              159 29 38.1
 LA2035:UTM  16      -  KELSO AZ MK                              158 37 25.0
 LA2035
 LA2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3142410956(NAD 83)
 LA2035
 LA2035|---------------------------------------------------------------------|
 LA2035| PID    Reference Object                     Distance      Geod. Az  |
 LA2035|                                                           dddmmss.s |
 LA2035| CC9486 KELSO RM 1                           26.671 METERS 10142     |
 LA2035| CC9485 KELSO AZ MK                                        1593822.5 |
 LA2035| LA0975 F 213                                32.958 METERS 33831     |
 LA2035|---------------------------------------------------------------------|
 LA2035
 LA2035                          SUPERSEDED SURVEY CONTROL
 LA2035
 LA2035  NAD 83(1995)-  40 44 20.63097(N)    085 26 36.48594(W) AD(       ) 2
 LA2035  NAD 83(1986)-  40 44 20.63224(N)    085 26 36.48913(W) AD(       ) 2
 LA2035  NAD 27      -  40 44 20.47060(N)    085 26 36.58870(W) AD(       ) 2
 LA2035
 LA2035.Superseded values are not recommended for survey control.
 LA2035
 LA2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2035.See file dsdata.pdf to determine how the superseded data were derived.
 LA2035
 LA2035_MARKER: DS = TRIANGULATION STATION DISK
 LA2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2035_STAMPING: KELSO 1948
 LA2035_MARK LOGO: CGS
 LA2035_PROJECTION: FLUSH
 LA2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2035+STABILITY: SURFACE MOTION
 LA2035
 LA2035  HISTORY     - Date     Condition        Report By
 LA2035  HISTORY     - 1948     MONUMENTED       CGS
 LA2035
 LA2035                          STATION DESCRIPTION
 LA2035
 LA2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2035'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HUNTINGTON, 6-1/2 MILES
 LA2035'EAST OF MT. ETNA AND 4 MILES NORTH OF WARREN ON RIGHT OF WAY OF STATE
 LA2035'HIGHWAY 5.
 LA2035'
 LA2035'IT IS 26 FEET WEST OF CENTER OF STATE HIGHWAY 5 AND 8 FEET EAST OF A
 LA2035'WHITE WITNESS POST.  THE MARK IS FLUSH WIITH THE GROUND AND THE DISK
 LA2035'IS STAMPED KELSO 1948.
 LA2035'
 LA2035'REFERENCE MARK NO. 1 IS 87.51 FEET EAST OF STATION.  IT IS 50 FEET
 LA2035'EAST OF CENTER OF HIGHWAY 5 AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2035'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KELSO NO 1 1948.
 LA2035'
 LA2035'F 213 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 108.13 FEET
 LA2035'NORTH OF STATION, 35 FEET WEST OF CENTER OF HIGHWAY 5, 1 FOOT NORTH OF
 LA2035'A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS AN 8 BY
 LA2035'8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS A
 LA2035'STANDARD USC AND GS BM DISK WHICH IS STAMPED F 213 1947.
 LA2035'
 LA2035'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION.  IT IS 35 FEET EAST OF
 LA2035'CENTER OF HIGHWAY 5, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LA2035'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2035'STAMPED KELSO 1948.
 LA2035'
 LA2035'E 213 (USC AND GS) BM IS 0.25 MILE NORTH OF STATION.  IT IS 41 FEET
 LA2035'WEST OF CENTER OF HIGHWAY 5, 40 FEET NORTH OF CENTER OF STATE HIGHWAY
 LA2035'124, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 LA2035'THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 LA2035'AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED E 213 1947.
 LA2035'
 LA2035'TO REACH STATION FROM THE RAILROAD DEPOT IN WARREN, GO NORTH ON STATE
 LA2035'HIGHWAY 5 FOR 3.4 MILES TO THE AZIMUTH MARK ON RIGHT OR EAST OF
 LA2035'HIGHWAY AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE TO
 LA2035'STATION ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 LA2035'
 LA2035'TO REACH E 213 (USC AND GS) BM FROM STATION, GO NORTH ON HIGHWAY 5 FOR
 LA2035'0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 124 AND THE MARK ON LEFT OR
 LA2035'WEST OF HIGHWAY AS DESCRIBED.
 LA2035'
 LA2035'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2474 ***********************************************************************
 LB2474  DESIGNATION -  KEMPTON
 LB2474  PID         -  LB2474
 LB2474  STATE/COUNTY-  IN/CLINTON
 LB2474  COUNTRY     -  US
 LB2474  USGS QUAD   -  KEMPTON (2019)
 LB2474
 LB2474                         *CURRENT SURVEY CONTROL
 LB2474  ______________________________________________________________________
 LB2474* NAD 83(1997) POSITION- 40 16 25.31337(N) 086 14 48.80606(W)   ADJUSTED
 LB2474* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 LB2474  ______________________________________________________________________
 LB2474  GEOID HEIGHT    -        -34.285 (meters)                     GEOID18
 LB2474  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 LB2474  HORZ ORDER      -  THIRD
 LB2474
 LB2474.The horizontal coordinates were established by classical geodetic methods
 LB2474.and adjusted by the National Geodetic Survey in May 1999.
 LB2474
 LB2474.The orthometric height was scaled from a topographic map.
 LB2474
 LB2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2474.GEOID18 height accuracy estimate available here.
 LB2474
 LB2474.Click photographs - Photos may exist for this station.
 LB2474
 LB2474.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2474
 LB2474. The following values were computed from the NAD 83(1997) position.
 LB2474
 LB2474;                    North         East     Units Scale Factor Converg.
 LB2474;SPC IN W     -   558,243.007   971,139.130   MT  1.00002894   +0 32 26.6
 LB2474;SPC IN W     - 1,831,502.27  3,186,145.63   sFT  1.00002894   +0 32 26.6
 LB2474;UTM  16      - 4,458,407.788   564,028.105   MT  0.99965046   +0 29 12.7
 LB2474
 LB2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2474!SPC IN W     -   0.99996069  x   1.00002894  =   0.99998963
 LB2474!UTM  16      -   0.99996069  x   0.99965046  =   0.99961116
 LB2474
 LB2474:                Primary Azimuth Mark                     Grid Az
 LB2474:SPC IN W     -  KEMPTON AZ MK                            352 04 20.0
 LB2474:UTM  16      -  KEMPTON AZ MK                            352 07 33.9
 LB2474
 LB2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6402858407(NAD 83)
 LB2474
 LB2474|---------------------------------------------------------------------|
 LB2474| PID    Reference Object                     Distance      Geod. Az  |
 LB2474|                                                           dddmmss.s |
 LB2474| CC9488 KEMPTON RM 1                         27.048 METERS 13526     |
 LB2474| CC9489 KEMPTON RM 2                         31.040 METERS 26144     |
 LB2474| CC9487 KEMPTON AZ MK                                      3523646.6 |
 LB2474|---------------------------------------------------------------------|
 LB2474
 LB2474                          SUPERSEDED SURVEY CONTROL
 LB2474
 LB2474  NAD 83(1986)-  40 16 25.31880(N)    086 14 48.82003(W) AD(       ) 3
 LB2474  NAD 27      -  40 16 25.18570(N)    086 14 48.83330(W) AD(       ) 3
 LB2474
 LB2474.Superseded values are not recommended for survey control.
 LB2474
 LB2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2474.See file dsdata.pdf to determine how the superseded data were derived.
 LB2474
 LB2474_MARKER: DS = TRIANGULATION STATION DISK
 LB2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2474_STAMPING: KEMPTON 1954
 LB2474_MARK LOGO: CGS
 LB2474_PROJECTION: RECESSED 41 CENTIMETERS
 LB2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2474+STABILITY: SURFACE MOTION
 LB2474
 LB2474  HISTORY     - Date     Condition        Report By
 LB2474  HISTORY     - 1954     MONUMENTED       CGS
 LB2474  HISTORY     - 1968     GOOD             CGS
 LB2474
 LB2474                          STATION DESCRIPTION
 LB2474
 LB2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2474'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MICHIGANTOWN AND 5
 LB2474'MILES WEST OF TETERSBURG ALONG THE NORTH SIDE OF STATE HIGHWAY 28
 LB2474'AND ON THE PROPERTY OF J. D. CUNNINGHAM.  IT IS 147 FEET NORTHEAST
 LB2474'OF THE INTERSECTION OF STATE HIGHWAY 28 AND A GRAVEL CROSSROAD, 43
 LB2474'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 38 FEET NORTH
 LB2474'OF CENTER OF THE HIGHWAY, 13 FEET NORTH OF A WHITE WITNESS POST AND
 LB2474'13 FEET NORTH OF A FENCE LINE.  THE MARK IS 16 INCHES
 LB2474'UNDERGROUND AND THE DISK IS STAMPED KEMPTON 1954.
 LB2474'
 LB2474'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 LB2474'15 FEET WEST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A FENCE LINE.
 LB2474'THE MARK IS FLUSH AND THE DISK IS STAMPED KEMPTON NO 1 1954.
 LB2474'
 LB2474'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 LB2474'23 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A FENCE LINE.
 LB2474'THE MARK IS FLUSH AND THE DISK IS STAMPED KEMPTON NO 2 1954.
 LB2474'
 LB2474'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET
 LB2474'NORTH OF A FENCE CORNER, 2 FEET WEST OF A WHITE WITNESS POST AND 1
 LB2474'FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2474'IS STAMPED KEMPTON 1954.
 LB2474'
 LB2474'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 AND STATE
 LB2474'HIGHWAY 28 ABOUT 16 MILES SOUTH OF KOKOMO GO WEST ON HIGHWAY 28 FOR
 LB2474'6.15 MILES TO THE GRAVEL CROSSROAD AND THE MARK ON THE RIGHT AS
 LB2474'DESCRIBED.
 LB2474'
 LB2474'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVEL
 LB2474'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2474'
 LB2474'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2474
 LB2474                          STATION RECOVERY (1968)
 LB2474
 LB2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2474'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 LB2474'FOUND TO BE IN GOOD CONDITION.
 LB2474'
 LB2474'THE STATION MARK IS 13.7 FEET NORTH-NORTHEAST OF 4 BY 4 WHITE WOOD
 LB2474'WITNESS POST AND 1.0 FEET BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0760 ***********************************************************************
 MD0760  DESIGNATION -  KENAIR
 MD0760  PID         -  MD0760
 MD0760  STATE/COUNTY-  IN/NOBLE
 MD0760  COUNTRY     -  US
 MD0760  USGS QUAD   -  KENDALLVILLE (2019)
 MD0760
 MD0760                         *CURRENT SURVEY CONTROL
 MD0760  ______________________________________________________________________
 MD0760* NAD 83(1997) POSITION- 41 28 21.63545(N) 085 16 04.30998(W)   ADJUSTED
 MD0760* NAVD 88 ORTHO HEIGHT -   305.051 (meters)     1000.82  (feet) ADJUSTED
 MD0760  ______________________________________________________________________
 MD0760  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 MD0760  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 MD0760  DYNAMIC HEIGHT  -        304.930 (meters)     1000.42  (feet) COMP
 MD0760  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 MD0760
 MD0760  HORZ ORDER      -  THIRD
 MD0760  VERT ORDER      -  SECOND    CLASS 0
 MD0760
 MD0760.This mark is at Kendallville Airport (C62)
 MD0760
 MD0760.The horizontal coordinates were established by classical geodetic methods
 MD0760.and adjusted by the National Geodetic Survey in May 1999.
 MD0760
 MD0760.The orthometric height was determined by differential leveling and
 MD0760.adjusted by the NATIONAL GEODETIC SURVEY
 MD0760.in June 1991.
 MD0760
 MD0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0760.GEOID18 height accuracy estimate available here.
 MD0760
 MD0760.Click photographs - Photos may exist for this station.
 MD0760
 MD0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0760
 MD0760.The dynamic height is computed by dividing the NAVD 88
 MD0760.geopotential number by the normal gravity value computed on the
 MD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0760.degrees latitude (g = 980.6199 gals.).
 MD0760
 MD0760.The modeled gravity was interpolated from observed gravity values.
 MD0760
 MD0760. The following values were computed from the NAD 83(1997) position.
 MD0760
 MD0760;                    North         East     Units Scale Factor Converg.
 MD0760;SPC IN E     -   691,127.959   133,311.420   MT  0.99998032   +0 15 50.8
 MD0760;SPC IN E     - 2,267,475.65    437,372.55   sFT  0.99998032   +0 15 50.8
 MD0760;UTM  16      - 4,592,678.890   644,632.378   MT  0.99985744   +1 08 50.4
 MD0760
 MD0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0760!SPC IN E     -   0.99995735  x   0.99998032  =   0.99993767
 MD0760!UTM  16      -   0.99995735  x   0.99985744  =   0.99981480
 MD0760
 MD0760:                Primary Azimuth Mark                     Grid Az
 MD0760:SPC IN E     -  KENAIR AZ MK                             096 15 33.3
 MD0760:UTM  16      -  KENAIR AZ MK                             095 22 33.7
 MD0760
 MD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4463292678(NAD 83)
 MD0760
 MD0760|---------------------------------------------------------------------|
 MD0760| PID    Reference Object                     Distance      Geod. Az  |
 MD0760|                                                           dddmmss.s |
 MD0760| MD1424 KENAIR RM 2                          25.975 METERS 08435     |
 MD0760| CC9490 KENAIR AZ MK                                       0963124.1 |
 MD0760| MD1612 KENDALLVILLE MUN LT WATER STK       APPROX. 3.8 KM 1600143.0 |
 MD0760| MD1611 KENDALLVILLE FLINT WALLING STK      APPROX. 3.1 KM 1714951.9 |
 MD0760| MD1610 KENDALLVILLE FIRST METH SPIRE       APPROX. 3.5 KM 1735718.5 |
 MD0760| CC9491 KENAIR RM 1                          25.377 METERS 35936     |
 MD0760|---------------------------------------------------------------------|
 MD0760
 MD0760                          SUPERSEDED SURVEY CONTROL
 MD0760
 MD0760  NAD 83(1995)-  41 28 21.63599(N)    085 16 04.31439(W) AD(       ) 3
 MD0760  NAD 83(1986)-  41 28 21.63626(N)    085 16 04.32212(W) AD(       ) 3
 MD0760  NAD 27      -  41 28 21.45320(N)    085 16 04.41180(W) AD(       ) 3
 MD0760  NGVD 29 (??/??/92)  305.188  (m)         1001.27   (f) ADJ UNCH    2 0
 MD0760  NGVD 29             305.19   (m)         1001.3    (f) LEVELING    3  
 MD0760
 MD0760.Superseded values are not recommended for survey control.
 MD0760
 MD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0760.See file dsdata.pdf to determine how the superseded data were derived.
 MD0760
 MD0760_MARKER: DS = TRIANGULATION STATION DISK
 MD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0760_STAMPING: KENAIR 1946
 MD0760_MARK LOGO: CGS
 MD0760_PROJECTION: FLUSH
 MD0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0760+STABILITY: SURFACE MOTION
 MD0760
 MD0760  HISTORY     - Date     Condition        Report By
 MD0760  HISTORY     - 1946     MONUMENTED       CGS
 MD0760  HISTORY     - 1955     SEE DESCRIPTION  USGS
 MD0760  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD0760  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD0760
 MD0760                          STATION DESCRIPTION
 MD0760
 MD0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0760'STATION IS LOCATED ON THE WEST SIDE OF THE KENDALLVILLE MUNICIPAL
 MD0760'AIRPORT ON THE EAST SIDE OF STATE HIGHWAY 3 ABOUT 1.5 MILES NORTH OF
 MD0760'KENDALLVILLE.  IT IS ABOUT 0.15 MILE EAST OF HIGHWAY 3, 300 FEET NORTH
 MD0760'OF THE NORTHEAST-SOUTHWEST RUNWAY AND 200 FEET SOUTH OF THE
 MD0760'NORTHWEST-SOUTHEAST RUNWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD0760'KENAIR 1946.
 MD0760'
 MD0760'REFERENCE MARK NO. 1 IS 83.26 FEET NORTH OF THE STATION ABOUT 115 FEET
 MD0760'SOUTH OF THE NORTHWEST-SOUTHEAST RUNWAY.  THE MARK IS FLUSH AND THE
 MD0760'DISK IS STAMPED KENAIR NO 1 1946.
 MD0760'
 MD0760'REFERENCE MARK NO. 2 IS 85.22 FEET EAST OF THE STATION.  THE MARK IS
 MD0760'FLUSH AND THE DISK IS STAMPED KENAIR NO 2 1946.
 MD0760'
 MD0760'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION IN THE EAST BOUNDARY
 MD0760'FENCELINE OF THE AIRPORT.  IT IS 2 FEET SOUTH OF A WHITE WITNESS POST
 MD0760'AND ABOUT 200 YARDS NORTH OF THE GRAVEL ROAD.  THE MARK IS FLUSH AND
 MD0760'THE DISK IS STAMPED KENAIR 1946.
 MD0760'
 MD0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD0760'HIGHWAY 3 IN THE NORTHWEST SECTION OF KENDALLVILLE, GO NORTH ON STATE
 MD0760'HIGHWAY 3 FOR 1.35 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT AND GO
 MD0760'0.35 MILE TO AN OLD HOUSE ON THE LEFT AND THE ENTRANCE TO THE AIRPORT,
 MD0760'TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE TO THE RUNWAYS, TURN LEFT AND
 MD0760'FOLLOW THE NORTHWEST AIRSTRIP 0.2 MILE TO THE STATION AS DESCRIBED.
 MD0760'
 MD0760'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0760
 MD0760                          STATION RECOVERY (1955)
 MD0760
 MD0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MD0760'REFERENCE MARK 2 WAS DESTROYED BY GRADING.
 MD0760
 MD0760                          STATION RECOVERY (1963)
 MD0760
 MD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0760'RECOVERED ONLY THE AZIMUTH MARK IN GOOD CONDITION ESSENTIALLY AS
 MD0760'ORIGINALLY DESCRIBED.  STATION MARK AND THE TWO REFERENCE MARKS WERE
 MD0760'ALSO BENCH MARKS.  REFERENCE MARK NO. 2 WAS REPORTED BY THE U. S.
 MD0760'GEOLOGICAL SURVEY IN 1955 AS HAVING BEEN DESTROYED BY GRADING.  MORE
 MD0760'GRADING SINCE HAS APPARENTLY DESTROYED THE TWO OTHER MARKS, AND IT IS
 MD0760'SUSPECTED THAT THO THE PRESENT ELEVATION OF THE GROUND AT THE SITE MAY
 MD0760'BE ABOVE THAT OF THE SUBSURFACE STATION MARK, EVEN THAT MARK MAY HAVE
 MD0760'BEEN DESTROYED DURING THE GRADING.  ENQUIRY ELICITED NO INFORMATION
 MD0760'CONCERNING THE MARKS, AND NO EVIDENCE OF THEM WAS FOUND.
 MD0760'
 MD0760'THE AZIMUTH MARK IS ABOUT 1.5 MILES N OF THE HEART OF KENDALLVILLE, AT
 MD0760'THE E BOUNDARY OF THE MUNICIPAL AIRPORT, ABOUT 185 YARDS N OF THE ROAD
 MD0760'ALONG S SIDE OF AIRPORT, ON CREST OF RIDGE, 99 FEET S OF FENCE
 MD0760'T-INTERSECTION, 2 FEET W OF FENCE, 2.0 FEET W OF STEEL WITNESS POST, A
 MD0760'NOTE-16A MARK IS STAMPED KANAIR AND SET FLUSH WITH THE GROUND.  IT IS
 MD0760'ORIGINALLY DESCRIBED AS 0.35 MILE E OF STATION.
 MD0760
 MD0760                          STATION RECOVERY (1963)
 MD0760
 MD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0760'1.5 MI N FROM KENDALLVILLE.
 MD0760'1.5 MILES NORTH ALONG STATE HIGHWAY 3 FROM KENDALLVILLE, NOBLE
 MD0760'COUNTY, AT KENDALLVILLE MUNICIPAL AIRPORT, 0.15 MILE EAST OF
 MD0760'STATE HIGHWAY 3, ABOUT 300 FEET NORTHWEST OF THE NORTHEAST-SOUTHWEST
 MD0760'RUNWAY, 200 FEET SOUTHWEST OF THE NORTHWEST-SOUTHEAST RUNWAY,
 MD0760'AND FLUSH WITH THE GROUND.  NOTE-- THERE REPORTEDLY AND OBVIOUSLY
 MD0760'HAS BEEN GRADING OVER THE DESCRIBED AREA.  NO EVIDENCE OF THE
 MD0760'MARK WAS FOUND, AND IT IS SUSPECTED THAT IT IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1542 ***********************************************************************
 MD1542  DESIGNATION -  KENDALL
 MD1542  PID         -  MD1542
 MD1542  STATE/COUNTY-  IN/NOBLE
 MD1542  COUNTRY     -  US
 MD1542  USGS QUAD   -  CORUNNA (2019)
 MD1542
 MD1542                         *CURRENT SURVEY CONTROL
 MD1542  ______________________________________________________________________
 MD1542* NAD 83(1997) POSITION- 41 26 44.72348(N) 085 14 05.06030(W)   ADJUSTED
 MD1542* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 MD1542  ______________________________________________________________________
 MD1542  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 MD1542  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 MD1542  HORZ ORDER      -  SECOND
 MD1542
 MD1542.The horizontal coordinates were established by classical geodetic methods
 MD1542.and adjusted by the National Geodetic Survey in May 1999.
 MD1542
 MD1542.The orthometric height was scaled from a topographic map.
 MD1542
 MD1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1542.GEOID18 height accuracy estimate available here.
 MD1542
 MD1542.Click photographs - Photos may exist for this station.
 MD1542
 MD1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1542
 MD1542. The following values were computed from the NAD 83(1997) position.
 MD1542
 MD1542;                    North         East     Units Scale Factor Converg.
 MD1542;SPC IN E     -   688,151.522   136,093.225   MT  0.99998269   +0 17 09.2
 MD1542;SPC IN E     - 2,257,710.45    446,499.19   sFT  0.99998269   +0 17 09.2
 MD1542;UTM  16      - 4,589,746.025   647,459.384   MT  0.99986760   +1 10 07.2
 MD1542
 MD1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1542!SPC IN E     -   0.99995596  x   0.99998269  =   0.99993865
 MD1542!UTM  16      -   0.99995596  x   0.99986760  =   0.99982357
 MD1542
 MD1542:                Primary Azimuth Mark                     Grid Az
 MD1542:SPC IN E     -  KENDALL AZ MK                            252 32 11.0
 MD1542:UTM  16      -  KENDALL AZ MK                            251 39 13.0
 MD1542
 MD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4745989746(NAD 83)
 MD1542
 MD1542|---------------------------------------------------------------------|
 MD1542| PID    Reference Object                     Distance      Geod. Az  |
 MD1542|                                                           dddmmss.s |
 MD1542| CC9493 KENDALL RM 1                         28.444 METERS 00606     |
 MD1542| MD1612 KENDALLVILLE MUN LT WATER STK       APPROX. 1.6 KM 2490725.2 |
 MD1542| CC9492 KENDALL AZ MK                                      2524920.2 |
 MD1542| MD1610 KENDALLVILLE FIRST METH SPIRE       APPROX. 2.4 KM 2592116.6 |
 MD1542| MD1611 KENDALLVILLE FLINT WALLING STK      APPROX. 2.3 KM 2672908.6 |
 MD1542| CC9494 KENDALL RM 2                         39.615 METERS 26803     |
 MD1542|---------------------------------------------------------------------|
 MD1542
 MD1542                          SUPERSEDED SURVEY CONTROL
 MD1542
 MD1542  NAD 83(1995)-  41 26 44.72414(N)    085 14 05.06448(W) AD(       ) 2
 MD1542  NAD 83(1986)-  41 26 44.72427(N)    085 14 05.07268(W) AD(       ) 2
 MD1542  NAD 27      -  41 26 44.54440(N)    085 14 05.16500(W) AD(       ) 2
 MD1542
 MD1542.Superseded values are not recommended for survey control.
 MD1542
 MD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1542.See file dsdata.pdf to determine how the superseded data were derived.
 MD1542
 MD1542_MARKER: DS = TRIANGULATION STATION DISK
 MD1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1542_STAMPING: KENDALL 1946
 MD1542_MARK LOGO: CGS
 MD1542_PROJECTION: FLUSH
 MD1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1542+STABILITY: SURFACE MOTION
 MD1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1542+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 MD1542
 MD1542  HISTORY     - Date     Condition        Report By
 MD1542  HISTORY     - 1946     MONUMENTED       CGS
 MD1542  HISTORY     - 1963     GOOD             CGS
 MD1542  HISTORY     - 1967     GOOD             CGS
 MD1542  HISTORY     - 1983     GOOD             INDNR
 MD1542  HISTORY     - 20060726 GOOD             INDIV
 MD1542
 MD1542                          STATION DESCRIPTION
 MD1542
 MD1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1542'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF AN ORCHARD ABOUT 1
 MD1542'3/4 MILES EAST FROM KENDALLVILLE.  IT IS 15 FEET SOUTHWEST OF A FENCE
 MD1542'CORNER, 11 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 11 FEET WEST OF A
 MD1542'NORTH -SOUTH FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1542'DISK IS STAMPED KENDALL 1946.
 MD1542'
 MD1542'REFERENCE MARK NO. 1 IS 93.32 FEET NORTH OF THE STATION, 83 FEET NORTH
 MD1542'OF AN EASTWEST FENCE LINE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 MD1542'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KENDALL NO 1
 MD1542'1946.
 MD1542'
 MD1542'REFERENCE MARK NO. 2 IS 129.97 FEET WEST OF THE STATION, 8 FEET SOUTH
 MD1542'OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE
 MD1542'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KENDALL NO 2
 MD1542'1946.
 MD1542'
 MD1542'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION,
 MD1542'25 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 6 2 FEET WEST OF A
 MD1542'WHITE WITNESS POST, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT
 MD1542'EAST OF TELEPHONE POLE NO. 34.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1542'THE DISK IS STAMPED KENDALL 1946.
 MD1542'
 MD1542'TO REACH THE STATION FROM A POINT IN KENDALLVILLE WHERE U.S. HIGHWAY
 MD1542'NO. 6 TURNS FROM NORTH-SOUTH TO EAST-WEST, GO EAST ON U.S. HIGHWAY NO.
 MD1542'6 FOR 1.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1542'CONTINUE EAST FOR 0.2 MILE TO A RED BARN AND TURN LEFT THROUGH AN IRON
 MD1542'GATE BESIDE THE BARN.  GO NORTHWEST ACROSS PASTURE TO THE NORTHEAST
 MD1542'CORNER OF AN ORCHARD AND THE STATION.
 MD1542'
 MD1542'HEIGHT OF LGHT ABOVE STATION MARK 30 METERS.
 MD1542
 MD1542                          STATION RECOVERY (1963)
 MD1542
 MD1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1542'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1542'DESCRIBED.
 MD1542'
 MD1542'ABOUT 2.2 MILES E ALONG NO. 6 U. S. HWY. FROM ITS JUNCTION WITH N.
 MD1542'MAIN STREET (IS ALSO NO. 3 IND.  HWY.) IN KENDALLVILLE, THENCE 0.1
 MD1542'MILE S ON ASPHALT COUNTY ROAD, THENCE 0.1 MILE W ON OLD NO. 6 HWY.,
 MD1542'THENCE 0.1 MILE NW ACROSS FIELD TO TOP OF HILL AND THE STATION, ABOUT
 MD1542'40 YARDS S OF THE HIGHEST POINT OF THE HILL, 14 FEET SW OF FENCE
 MD1542'CORNER, 9 FEET S OF FENCE, STANDARD DISKS STAMPED KENDALL 1946 IN 1A
 MD1542'AND 7A MARKS WITH THE UPPER MARK PROJECTING SLIGHTLY ABOVE GROUND.
 MD1542'
 MD1542'REFERENCE STAMPED KENDALL NO 1 1946, NOTE 11A, FLUSH, IS 93.41 FEET OR
 MD1542'28.471 METERS N IN AZIMUTH 186 DEG 06 MIN FROM THE STATION, 83 FEET N
 MD1542'OF A FENCE, AND 2.0 FEET W OF ANOTHER, AND 1.3 FEET W OF STEEL WITNESS
 MD1542'POST.
 MD1542'
 MD1542'REFERENCE STAMPED KENDALL NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1542'130.00 FEET OR 39.624 METERS W IN AZIMUTH 88 DEG 03 MIN FROM THE
 MD1542'STATION, 8 FEET S OF ONE FENCE, AND ONE FOOT E OF ANOTHER.
 MD1542'
 MD1542'AZIMUTH MARK STAMPED KENDALL 1946, NOTE 16A, IS ABOUT 0.3 MILE WSW IN
 MD1542'AZIMUTH OF 72 DEG 49 MIN 20.9 SEC FROM THE STATION, ABOUT 45 YARDS E
 MD1542'OF THE CREST OF OLD HWY.  GRADES, 25 FEET S OF CENTER LINE OF THE OLD
 MD1542'HWY. WHICH IS EXTENSION OF DOWLING STREET, 1-1/2 FEET E OF A TELEPHONE
 MD1542'POLE, 2.0 FEET NW OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 MD1542
 MD1542                          STATION RECOVERY (1967)
 MD1542
 MD1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MD1542'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 MD1542'CONDITION.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MD1542'
 MD1542'THE STATION MARK IS ABOUT 200 FEET NORTH OF A FRAME HOUSE WITH 2 LARGE
 MD1542'STONE GATE POST AND ON THE PROPERTY OF GLADYS WHITFORD.
 MD1542'
 MD1542'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 MD1542'NORTH OF A FENCE AND 1 FOOT EAST OF A TELEPHONE POLE.
 MD1542'
 MD1542'TO REACH THE STATION FROM THE INTERSECTION OF N RILEY AND E DOWLING
 MD1542'STREETS AT THE EAST EDGE OF KENDALLVILLE, GO EAST ON E DOWLING STREET
 MD1542'WHICH BECOMES WHITFORD ROAD FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 MD1542'RIGHT.  CONTINUE EAST FOR 0.2 MILE TO THE FRAME HOUSE AND GATE POST ON
 MD1542'THE LEFT.  TURN LEFT PASSING TO THE EAST OF THE HOUSE AND GO NORTH FOR
 MD1542'ABOUT 200 FEET TO THE STATION.
 MD1542'
 MD1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES EAST OF
 MD1542'KENDALLVILLE
 MD1542
 MD1542                          STATION RECOVERY (1983)
 MD1542
 MD1542'RECOVERY NOTE BY IN DEPT OF NAT RES 1983 (RWW)
 MD1542'KENDALL 1946 RECOVERED SURFACE MARK IN GOOD CONDITION.  KENDALL NO 2
 MD1542'1946 RECOVERED REF. MARK IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 MD1542'DISTURBED, AND IS NOT VISABLE FROM THE STATION MARK ON THE GROUND.
 MD1542'DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGES.  THE RED BARN IS
 MD1542'GONE.  THE IRON GATE HAS BEEN REMOVED HOWEVER THE CONC.  AND STONE END
 MD1542'POSTS REMAIN.  US HWY. 6 IS NOW DOWLING ST.  THE ORCHARD IS OVERGROWN
 MD1542'WITH VINES, AND VISIBILITY IS POOR IN ALL DIRECTIONS FROM THE GROUND.
 MD1542'NO SEARCH MADE FOR RM NO. 1.
 MD1542
 MD1542                          STATION RECOVERY (2006)
 MD1542
 MD1542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD1542'STATION IS N 85 DEGREES 22 MINUTES 0 SECONDS E 56.0 FT FROM NORTHEAST
 MD1542'CORNER OF BRICK BUILDING, AND S 6 DEGREES 34 MINUTES 38 SECONDS W 93.4
 MD1542'FT FROM STEEL WITNESS POST.  STATION IS 0.3 FT BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0762 ***********************************************************************
 MD0762  DESIGNATION -  KENDALLVILLE
 MD0762  PID         -  MD0762
 MD0762  STATE/COUNTY-  IN/NOBLE
 MD0762  COUNTRY     -  US
 MD0762  USGS QUAD   -  KENDALLVILLE (2019)
 MD0762
 MD0762                         *CURRENT SURVEY CONTROL
 MD0762  ______________________________________________________________________
 MD0762* NAD 83(1986) POSITION- 41 26 31.18   (N) 085 15 15.54   (W)   HD_HELD1
 MD0762* NAVD 88 ORTHO HEIGHT -   302.329 (meters)      991.89  (feet) ADJUSTED
 MD0762  ______________________________________________________________________
 MD0762  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 MD0762  DYNAMIC HEIGHT  -        302.209 (meters)      991.50  (feet) COMP
 MD0762  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 MD0762
 MD0762  VERT ORDER      -  SECOND    CLASS 0
 MD0762
 MD0762.The horizontal coordinates were determined by differentially corrected
 MD0762.hand held GPS observations or other comparable positioning techniques
 MD0762.and have an estimated accuracy of +/- 3 meters.
 MD0762
 MD0762.The orthometric height was determined by differential leveling and
 MD0762.adjusted by the NATIONAL GEODETIC SURVEY
 MD0762.in June 1991.
 MD0762
 MD0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0762.GEOID18 height accuracy estimate available here.
 MD0762
 MD0762.Click photographs - Photos may exist for this station.
 MD0762
 MD0762.The dynamic height is computed by dividing the NAVD 88
 MD0762.geopotential number by the normal gravity value computed on the
 MD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0762.degrees latitude (g = 980.6199 gals.).
 MD0762
 MD0762.The modeled gravity was interpolated from observed gravity values.
 MD0762
 MD0762;                    North         East    Units  Estimated Accuracy
 MD0762;SPC IN E     -   687,725.7     134,459.2     MT  (+/- 3 meters HH1 GPS) 
 MD0762
 MD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4583289295(NAD 83)
 MD0762
 MD0762                          SUPERSEDED SURVEY CONTROL
 MD0762
 MD0762  NGVD 29 (??/??/92)  302.466  (m)          992.34   (f) ADJ UNCH    2 0
 MD0762
 MD0762.Superseded values are not recommended for survey control.
 MD0762
 MD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0762.See file dsdata.pdf to determine how the superseded data were derived.
 MD0762
 MD0762_MARKER: DB = BENCH MARK DISK
 MD0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0762_STAMPING: KENDALLVILLE 1934
 MD0762_MARK LOGO: CGS
 MD0762_PROJECTION: FLUSH
 MD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0762+STABILITY: SURFACE MOTION
 MD0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0762+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2018
 MD0762
 MD0762  HISTORY     - Date     Condition        Report By
 MD0762  HISTORY     - 1934     MONUMENTED       CGS
 MD0762  HISTORY     - 1963     GOOD             CGS
 MD0762  HISTORY     - 1973     GOOD             NGS
 MD0762  HISTORY     - 20061117 GOOD             INDIV
 MD0762  HISTORY     - 20160420 GOOD             LFA
 MD0762  HISTORY     - 20180207 GOOD             INDOT
 MD0762
 MD0762                          STATION DESCRIPTION
 MD0762
 MD0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0762'0.6 MI E FROM KENDALLVILLE.
 MD0762'ABOUT 0.4 MILE S ALONG MAIN STREET (INDIANA HWY. NO. 3) FROM THE
 MD0762'CROSSING OF NEW YORK CENTRAL RAILROAD IN HEART OF TOWN OR 0.1
 MD0762'MILE S FROM THE CITY HALL AND TURN LEFT, THENCE 0.55 MILE E ON
 MD0762'E. DIAMOND, THENCE 0.1 MILE N ON S. PARK AVENUE TO MARK ON
 MD0762'RIGHT, 69.3 FEET W OF CENTER LINE OF PARK AVENUE, 21.5 FEET S
 MD0762'OF CENTER LINE OF DRIVEWAY TO MC CRAY MEMORIAL OR LAKE FRONT
 MD0762'HOSPITAL, 55.3 FEET E OF E CURB OF THE AVE., 11.5 FEET S OF S
 MD0762'CURB OF THE DRIVEWAY, 0.6 FOOT HIGHER THAN CENTERLINE OF DRIVEWAY,
 MD0762'AND 0.1 FOOT UNDERGROUND.
 MD0762
 MD0762                          STATION RECOVERY (1973)
 MD0762
 MD0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MD0762'RECOVERED IN GOOD CONDITION.
 MD0762
 MD0762                          STATION RECOVERY (2006)
 MD0762
 MD0762'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0762'1963 DESCRIPTION DESCRIBES THE MARK '69.3 FEET W OF CENTER LINE OF
 MD0762'PARK AVENUE'.  SHOULD READ EAST OF CENTER LINE.  HOSPITAL IS GONE, NEW
 MD0762'LIBRARY IS BEING BUILT ON THE SITE.  CONSTRUCTION FOR A NEW SIGN IS
 MD0762'APP. 15 FEET WEST OF MARK.
 MD0762
 MD0762                          STATION RECOVERY (2016)
 MD0762
 MD0762'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 MD0762'RECOVERED IN GOOD CONDITION.
 MD0762
 MD0762                          STATION RECOVERY (2018)
 MD0762
 MD0762'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0762'RECOVERED AS DESCRIBED.
 MD0762'
 MD0762'NOTE-THE MARK IS LOCATED 15 FT (4.6 M) EAST OF THE BRICK LIBRARY SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1610 ***********************************************************************
 MD1610  DESIGNATION -  KENDALLVILLE FIRST METH SPIRE
 MD1610  PID         -  MD1610
 MD1610  STATE/COUNTY-  IN/NOBLE
 MD1610  COUNTRY     -  US
 MD1610  USGS QUAD   -  KENDALLVILLE (2019)
 MD1610
 MD1610                         *CURRENT SURVEY CONTROL
 MD1610  ______________________________________________________________________
 MD1610* NAD 83(1997) POSITION- 41 26 30.06491(N) 085 15 48.60852(W)   ADJUSTED
 MD1610  ______________________________________________________________________
 MD1610  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 MD1610  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 MD1610  HORZ ORDER      -  THIRD
 MD1610
 MD1610.The horizontal coordinates were established by classical geodetic methods
 MD1610.and adjusted by the National Geodetic Survey in May 1999.
 MD1610
 MD1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1610.GEOID18 height accuracy estimate available here.
 MD1610
 MD1610.Click photographs - Photos may exist for this station.
 MD1610
 MD1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1610
 MD1610. The following values were computed from the NAD 83(1997) position.
 MD1610
 MD1610;                    North         East     Units Scale Factor Converg.
 MD1610;SPC IN E     -   687,687.715   133,691.767   MT  0.99998063   +0 16 00.6
 MD1610;SPC IN E     - 2,256,188.78    438,620.41   sFT  0.99998063   +0 16 00.6
 MD1610;UTM  16      - 4,589,245.336   645,065.639   MT  0.99985898   +1 08 58.2
 MD1610
 MD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4506589245(NAD 83)
 MD1610
 MD1610                          SUPERSEDED SURVEY CONTROL
 MD1610
 MD1610  NAD 83(1995)-  41 26 30.06560(N)    085 15 48.61317(W) AD(       ) 3
 MD1610  NAD 83(1986)-  41 26 30.06580(N)    085 15 48.62078(W) AD(       ) 3
 MD1610  NAD 27      -  41 26 29.88600(N)    085 15 48.71300(W) AD(       ) 3
 MD1610
 MD1610.Superseded values are not recommended for survey control.
 MD1610
 MD1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1610.See file dsdata.pdf to determine how the superseded data were derived.
 MD1610
 MD1610_MARKER: 91 = CHURCH CROSS
 MD1610
 MD1610  HISTORY     - Date     Condition        Report By
 MD1610  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1610  HISTORY     - 1963     GOOD             CGS
 MD1610
 MD1610                          STATION DESCRIPTION
 MD1610
 MD1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1610'THIS IS AN INTERSECTION STATION.
 MD1610'
 MD1610'STATION IS LOCATED IN THE CENTER OF THE CITY OF KENDALLVILLE ON THE
 MD1610'NORTHEAST CORNER OF EAST
 MD1610'RUSH AND SOUTH STATE STREETS.  IT IS A TAN COMPOSITION SHINGLE SPIRE
 MD1610'ON THE SOUTHWEST END OF A RED BRICK
 MD1610'CHURCH BUILDING.  THE POINT OBSERVED ON WAS THE BASE OF THE
 MD1610'CROSS AT THE POINT OF THE SPIRE.
 MD1610
 MD1610                          STATION RECOVERY (1963)
 MD1610
 MD1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1610'STATION RECOVERED IN GOOD CONDITION.  IT IS NEAR THE CENTER OF TOWN,
 MD1610'ONE BLOCK E OF THE CITY HALL, IN
 MD1610'NE ANGLE OF INTERSECTION OF E. RUSH AND S. STATE STREETS, THE TIP OF
 MD1610'THE CROSS AT THE TOP OF AN OCTAGONAL
 MD1610'SPIRE OF THE SAID CHURCH BUILT IN 1873 AND REMODELED IN
 MD1610'1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1906 ***********************************************************************
 MD1906  DESIGNATION -  KENDPORT
 MD1906  PID         -  MD1906
 MD1906  STATE/COUNTY-  IN/NOBLE
 MD1906  COUNTRY     -  US
 MD1906  USGS QUAD   -  KENDALLVILLE (2019)
 MD1906
 MD1906                         *CURRENT SURVEY CONTROL
 MD1906  ______________________________________________________________________
 MD1906* NAD 83(1997) POSITION- 41 28 21.63464(N) 085 15 52.65270(W)   ADJUSTED
 MD1906* NAD 83(1997) ELLIP HT-   270.442 (meters)        (05/25/99)   ADJUSTED
 MD1906* NAVD 88 ORTHO HEIGHT -   303.5   (meters)      996.    (feet) VERTCON3
 MD1906  ______________________________________________________________________
 MD1906  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 MD1906  NAD 83(1997) X  -    395,118.321 (meters)                     COMP
 MD1906  NAD 83(1997) Y  - -4,769,853.846 (meters)                     COMP
 MD1906  NAD 83(1997) Z  -  4,202,078.055 (meters)                     COMP
 MD1906  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 MD1906  HORZ ORDER      -  THIRD
 MD1906  ELLP ORDER      -  FOURTH    CLASS I
 MD1906
 MD1906.This mark is at Kendallville Airport (C62)
 MD1906
 MD1906.The horizontal coordinates were established by GPS observations
 MD1906.and adjusted by the National Geodetic Survey in May 1999.
 MD1906
 MD1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1906
 MD1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1906.GEOID18 height accuracy estimate available here.
 MD1906
 MD1906.Click photographs - Photos may exist for this station.
 MD1906
 MD1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1906
 MD1906.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1906
 MD1906.The ellipsoidal height was determined by GPS observations
 MD1906.and is referenced to NAD 83.
 MD1906
 MD1906. The following values were computed from the NAD 83(1997) position.
 MD1906
 MD1906;                    North         East     Units Scale Factor Converg.
 MD1906;SPC IN E     -   691,129.186   133,581.897   MT  0.99998054   +0 15 58.5
 MD1906;SPC IN E     - 2,267,479.67    438,259.94   sFT  0.99998054   +0 15 58.5
 MD1906;UTM  16      - 4,592,684.286   644,902.771   MT  0.99985840   +1 08 58.1
 MD1906
 MD1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1906!SPC IN E     -   0.99995758  x   0.99998054  =   0.99993812
 MD1906!UTM  16      -   0.99995758  x   0.99985840  =   0.99981599
 MD1906
 MD1906:                Primary Azimuth Mark                     Grid Az
 MD1906:SPC IN E     -  KENDPORT AZ MK                           091 20 56.0
 MD1906:UTM  16      -  KENDPORT AZ MK                           090 27 56.4
 MD1906
 MD1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4490292684(NAD 83)
 MD1906
 MD1906|---------------------------------------------------------------------|
 MD1906| PID    Reference Object                     Distance      Geod. Az  |
 MD1906|                                                           dddmmss.s |
 MD1906| MD1907 KENDPORT AZ MK                      APPROX. 0.6 KM 0913654.5 |
 MD1906|---------------------------------------------------------------------|
 MD1906
 MD1906                          SUPERSEDED SURVEY CONTROL
 MD1906
 MD1906  NAD 83(1995)-  41 28 21.63476(N)    085 15 52.66066(W) AD(       ) 3
 MD1906  NAD 83(1986)-  41 28 21.63573(N)    085 15 52.66377(W) AD(       ) 3
 MD1906  NAD 27      -  41 28 21.46476(N)    085 15 52.75232(W) AD(       ) 3
 MD1906  NGVD 29 (02/23/89)  303.6    (m)  RAPSU86  model used  GPS OBS        
 MD1906
 MD1906.Superseded values are not recommended for survey control.
 MD1906
 MD1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1906.See file dsdata.pdf to determine how the superseded data were derived.
 MD1906
 MD1906_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1906_STAMPING: KENDPORT 1986
 MD1906_MARK LOGO: NGS
 MD1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1906+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MD1906
 MD1906  HISTORY     - Date     Condition        Report By
 MD1906  HISTORY     - 1988     MONUMENTED       NGS
 MD1906  HISTORY     - 20191001 MARK NOT FOUND   INDOT
 MD1906
 MD1906                          STATION DESCRIPTION
 MD1906
 MD1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1906'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF INTERSTATE
 MD1906'HIGHWAY 69, 4.0 KM (2.50 MI) NORTH OF KENDALLVILLE AND AT THE
 MD1906'KENDALLVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KENDALLVILLE, 234
 MD1906'SOUTH MAIN, KENDALLVILLE, IN 46755, PHONE 219-347-1066.  AIRPORT
 MD1906'MANAGER IS MR. JOE GREENLEE.
 MD1906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1906'HIGHFAY 3 IN KENDALLVILEE, GO NORTH ON STATE HIGHWAY 3 FOR 2.1 KM
 MD1906'(1.30 MI) TO JUNCTION OF COUNTY ROAD 825N.  TURN RIGHT AND GO EAST FOR
 MD1906'0.5 KM (0.30 MI) TO AVRPORT ENTRANCE ON THE LEFT.  TURN LEFT FOR 0.2
 MD1906'KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE NORTH SIDE OF OFFICE, GO
 MD1906'NORTHERLY ACROSS AIRPORT APRON AND TAXIWAY FOR 0.15 KM (0.10 MI) TO
 MD1906'THE JUNCTION WITH RUNWAY AND MARK ON THE RIGHT.
 MD1906'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 MD1906'STAMPED---KENDPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 MD1906'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 23.1 M
 MD1906'(75.8 FT) EAST FROM CENTER OF TAXIWAY, 13.5 M (44.3 FT) SOUTH FROM
 MD1906'CENTER OF RUNWAY, 2.5 M (8.2 FT) EAST-SOUTHEAST FROM A BLUE TAXIWAY
 MD1906'LIGHT, 2.4 M (7.9 FT) EAST-NORTHEAST FROM A BLUE TAXIWAY LIGHT AND
 MD1906'1.4 M (4.6 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT AND FIBERGLASS
 MD1906'WITNESS POST.
 MD1906'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1906'DESCRIBED BY D.L. ADAMS.
 MD1906
 MD1906                          STATION RECOVERY (2019)
 MD1906
 MD1906'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 MD1906'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1907 ***********************************************************************
 MD1907  DESIGNATION -  KENDPORT AZ MK
 MD1907  PID         -  MD1907
 MD1907  STATE/COUNTY-  IN/NOBLE
 MD1907  COUNTRY     -  US
 MD1907  USGS QUAD   -  KENDALLVILLE (2019)
 MD1907
 MD1907                         *CURRENT SURVEY CONTROL
 MD1907  ______________________________________________________________________
 MD1907* NAD 83(1997) POSITION- 41 28 21.09449(N) 085 15 27.21944(W)   ADJUSTED
 MD1907* NAD 83(1997) ELLIP HT-   269.905 (meters)        (05/25/99)   ADJUSTED
 MD1907* NAVD 88 ORTHO HEIGHT -   302.9   (meters)      994.    (feet) VERTCON3
 MD1907  ______________________________________________________________________
 MD1907  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 MD1907  NAD 83(1997) X  -    395,707.339 (meters)                     COMP
 MD1907  NAD 83(1997) Y  - -4,769,815.687 (meters)                     COMP
 MD1907  NAD 83(1997) Z  -  4,202,065.213 (meters)                     COMP
 MD1907  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 MD1907  HORZ ORDER      -  THIRD
 MD1907  ELLP ORDER      -  FOURTH    CLASS I
 MD1907
 MD1907.This mark is at Kendallville Airport (C62)
 MD1907
 MD1907.The horizontal coordinates were established by GPS observations
 MD1907.and adjusted by the National Geodetic Survey in May 1999.
 MD1907
 MD1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1907
 MD1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1907.GEOID18 height accuracy estimate available here.
 MD1907
 MD1907.Click photographs - Photos may exist for this station.
 MD1907
 MD1907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1907
 MD1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1907
 MD1907.The ellipsoidal height was determined by GPS observations
 MD1907.and is referenced to NAD 83.
 MD1907
 MD1907. The following values were computed from the NAD 83(1997) position.
 MD1907
 MD1907;                    North         East     Units Scale Factor Converg.
 MD1907;SPC IN E     -   691,115.288   134,172.089   MT  0.99998103   +0 16 15.4
 MD1907;SPC IN E     - 2,267,434.07    440,196.26   sFT  0.99998103   +0 16 15.4
 MD1907;UTM  16      - 4,592,679.488   645,493.035   MT  0.99986051   +1 09 14.9
 MD1907
 MD1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1907!SPC IN E     -   0.99995767  x   0.99998103  =   0.99993870
 MD1907!UTM  16      -   0.99995767  x   0.99986051  =   0.99981818
 MD1907
 MD1907:                Primary Azimuth Mark                     Grid Az
 MD1907:SPC IN E     -  KENDPORT                                 271 20 56.0
 MD1907:UTM  16      -  KENDPORT                                 270 27 56.5
 MD1907
 MD1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4549392679(NAD 83)
 MD1907
 MD1907|---------------------------------------------------------------------|
 MD1907| PID    Reference Object                     Distance      Geod. Az  |
 MD1907|                                                           dddmmss.s |
 MD1907| MD1906 KENDPORT                            APPROX. 0.6 KM 2713711.4 |
 MD1907|---------------------------------------------------------------------|
 MD1907
 MD1907                          SUPERSEDED SURVEY CONTROL
 MD1907
 MD1907  NAD 83(1995)-  41 28 21.09462(N)    085 15 27.22739(W) AD(       ) 3
 MD1907  NAD 83(1986)-  41 28 21.09559(N)    085 15 27.23050(W) AD(       ) 3
 MD1907  NAD 27      -  41 28 20.92458(N)    085 15 27.31994(W) AD(       ) 3
 MD1907  NGVD 29 (02/23/89)  303.1    (m)  RAPSU86  model used  GPS OBS        
 MD1907
 MD1907.Superseded values are not recommended for survey control.
 MD1907
 MD1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1907.See file dsdata.pdf to determine how the superseded data were derived.
 MD1907
 MD1907_MARKER: DZ = AZIMUTH MARK DISK
 MD1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1907_STAMPING: KENDPORT 1986
 MD1907_MARK LOGO: NGS
 MD1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1907+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MD1907
 MD1907  HISTORY     - Date     Condition        Report By
 MD1907  HISTORY     - 1988     MONUMENTED       NGS
 MD1907  HISTORY     - 20191001 MARK NOT FOUND   INDOT
 MD1907
 MD1907                          STATION DESCRIPTION
 MD1907
 MD1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1907'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF INTERSTATE
 MD1907'HIGHWAY 69, 4.0 KM (2.50 MI) NORTH OF KENDALLVILLE AND AT THE
 MD1907'KENDALLVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KENDALLVILLE, 234
 MD1907'SOUTH MAIN, KENDALLVILLE, IN 46755, PHONE 219-347-1066.  AIRPORT
 MD1907'MANAGER IS MR. JOE GREENLEE.
 MD1907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1907'HIGHFAY 3 IN KENDALLVILEE, GO NORTH ON STATE HIGHWAY 3 FOR 2.1 KM
 MD1907'(1.30 MI) TO JUNCTION OF COUNTY ROAD 825N.  TURN RIGHT AND GO EAST FOR
 MD1907'0.5 KM (0.30 MI) TO AVRPORT ENTRANCE ON THE LEFT.  TURN LEFT FOR 0.2
 MD1907'KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE NORTH SIDE OF OFFICE, GO
 MD1907'NORTHERLY ACROSS AIRPORT APRON AND TAXIWAY FOR 0.15 KM (0.10 MI) TO
 MD1907'THE JUNCTION WITH RUNWAY.  TURN RIGHT AND GO EAST ALONG THE RUNWAY
 MD1907'FOR 0.61 KM (0.40 MI) TO THE LAST RUNWAY MARKER LIGHT ON THE SOUTH
 MD1907'SIDE AND THE STATION.
 MD1907'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 MD1907'STAMPED---KENDPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 MD1907'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 58.4 M
 MD1907'(191.6 FT) WEST FROM END OF RUNWAY, 13.5 M (44.3 FT) SOUTH FROM CENTER
 MD1907'OF RUNWAY AND 1.3 M (4.3 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT
 MD1907'AND FIBERGLASS WITNESS POST.
 MD1907'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1907'DESCRIBED BY D.L. ADAMS.
 MD1907
 MD1907                          STATION RECOVERY (2019)
 MD1907
 MD1907'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (JTH)
 MD1907'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0612 ***********************************************************************
 LA0612  DESIGNATION -  KENNEDY
 LA0612  PID         -  LA0612
 LA0612  STATE/COUNTY-  IN/ADAMS
 LA0612  COUNTRY     -  US
 LA0612  USGS QUAD   -  NEW CORYDON (2019)
 LA0612
 LA0612                         *CURRENT SURVEY CONTROL
 LA0612  ______________________________________________________________________
 LA0612* NAD 83(1997) POSITION- 40 34 40.29138(N) 084 48 14.47225(W)   ADJUSTED
 LA0612* NAVD 88 ORTHO HEIGHT -   271.686 (meters)      891.36  (feet) ADJUSTED
 LA0612  ______________________________________________________________________
 LA0612  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LA0612  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA0612  DYNAMIC HEIGHT  -        271.557 (meters)      890.93  (feet) COMP
 LA0612  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 LA0612
 LA0612  HORZ ORDER      -  FIRST
 LA0612  VERT ORDER      -  SECOND    CLASS 0
 LA0612
 LA0612.The horizontal coordinates were established by classical geodetic methods
 LA0612.and adjusted by the National Geodetic Survey in May 1999.
 LA0612
 LA0612.The orthometric height was determined by differential leveling and
 LA0612.adjusted by the NATIONAL GEODETIC SURVEY
 LA0612.in June 1991.
 LA0612
 LA0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0612.GEOID18 height accuracy estimate available here.
 LA0612
 LA0612.Click photographs - Photos may exist for this station.
 LA0612
 LA0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0612
 LA0612.The dynamic height is computed by dividing the NAVD 88
 LA0612.geopotential number by the normal gravity value computed on the
 LA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0612.degrees latitude (g = 980.6199 gals.).
 LA0612
 LA0612.The modeled gravity was interpolated from observed gravity values.
 LA0612
 LA0612. The following values were computed from the NAD 83(1997) position.
 LA0612
 LA0612;                    North         East     Units Scale Factor Converg.
 LA0612;SPC IN E     -   592,038.710   173,038.011   MT  1.00003230   +0 33 40.2
 LA0612;SPC IN E     - 1,942,380.33    567,708.87   sFT  1.00003230   +0 33 40.2
 LA0612;SPC OH N     -   103,761.151   404,946.824   MT  0.99997545   -1 30 49.1
 LA0612;SPC OH N     -   340,423.04  1,328,563.04   sFT  0.99997545   -1 30 49.1
 LA0612;UTM  16      - 4,494,214.621   685,865.646   MT  1.00002524   +1 25 43.9
 LA0612
 LA0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0612!SPC IN E     -   0.99996263  x   1.00003230  =   0.99999493
 LA0612!SPC OH N     -   0.99996263  x   0.99997545  =   0.99993809
 LA0612!UTM  16      -   0.99996263  x   1.00002524  =   0.99998787
 LA0612
 LA0612:                Primary Azimuth Mark                     Grid Az
 LA0612:SPC IN E     -  KENNEDY AZ MK                            015 27 07.6
 LA0612:SPC OH N     -  KENNEDY AZ MK                            017 31 36.9
 LA0612:UTM  16      -  KENNEDY AZ MK                            014 35 03.9
 LA0612
 LA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8586594214(NAD 83)
 LA0612
 LA0612|---------------------------------------------------------------------|
 LA0612| PID    Reference Object                     Distance      Geod. Az  |
 LA0612|                                                           dddmmss.s |
 LA0612| LA0611 KENNEDY RM 2                         51.374 METERS 00415     |
 LA0612| LA0610 KENNEDY AZ MK                                      0160047.8 |
 LA0612| LA2364 OHIO CITY MUNICIPAL TANK            APPROX.26.9 KM 0363101.7 |
 LA0612| LA2374 ROCKFORD MUNICIPAL TANK             APPROX.18.4 KM 0454252.6 |
 LA0612| LA2382 WABASH MARATHON PIPELINE MAST       APPROX. 4.5 KM 0931549.7 |
 LA0612| LA2370 CELINA MUNICIPAL TANK               APPROX.19.4 KM 0963508.4 |
 LA0612| LA2371 CELINA IMM CON CATH CH DOME         APPROX.19.8 KM 0981258.0 |
 LA0612| LA2372 CELINA MERSMAN TABLE COMPANY TALL S APPROX.19.4 KM 0983326.5 |
 LA0612| LA2313 COLDWATER MUNICIPAL TANK            APPROX.18.5 KM 1273708.1 |
 LA0612| LA2306 CARTHAGENA ST CHARLES SEM DOME      APPROX.26.0 KM 1282135.5 |
 LA0612| LA2312 MACEDON CATHOLIC CH STEEPLE         APPROX.14.9 KM 1605429.5 |
 LA0612| LA2346 MONTEREY CATHOLIC CH STEEPLE        APPROX.15.2 KM 1680717.7 |
 LA0612| LA2379 DICK CATHOLIC CHURCH STEEPLE        APPROX. 5.2 KM 2193434.6 |
 LA0612| LA2354 PORTLAND MUN LT AND PWR STACK       APPROX.22.2 KM 2211316.2 |
 LA0612| LA2356 PORTLAND JAY GARMENT CO TANK        APPROX.22.3 KM 2214237.5 |
 LA0612| LA0613 KENNEDY RM 1                         79.639 METERS 26200     |
 LA0612| LA2386 GENEVA MUNICIPAL TANK               APPROX.13.2 KM 2764108.1 |
 LA0612| LA2380 KENNEDY 2                            86.882 METERS 27916     |
 LA0612| LA2393 BERNE MUNICIPAL TANK                APPROX.15.1 KM 3050650.5 |
 LA0612| CE6775 KENNEDY 2 RM 3                       93.114 METERS 31345     |
 LA0612| LA2408 DECATUR LARGE MUNICIPAL TANK        APPROX.30.4 KM 3391336.7 |
 LA0612|---------------------------------------------------------------------|
 LA0612
 LA0612                          SUPERSEDED SURVEY CONTROL
 LA0612
 LA0612  NAD 83(1995)-  40 34 40.29137(N)    084 48 14.47243(W) AD(       ) 1
 LA0612  NAD 83(1986)-  40 34 40.29418(N)    084 48 14.48786(W) AD(       ) 1
 LA0612  NAD 27      -  40 34 40.12720(N)    084 48 14.61780(W) AD(       ) 1
 LA0612  NGVD 29 (??/??/92)  271.840  (m)          891.86   (f) ADJ UNCH    2 0
 LA0612  NGVD 29             271.84   (m)          891.9    (f) LEVELING    3  
 LA0612
 LA0612.Superseded values are not recommended for survey control.
 LA0612
 LA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0612.See file dsdata.pdf to determine how the superseded data were derived.
 LA0612
 LA0612_MARKER: DS = TRIANGULATION STATION DISK
 LA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0612_STAMPING: KENNEDY 1932
 LA0612_MARK LOGO: CGS
 LA0612_PROJECTION: RECESSED 46 CENTIMETERS
 LA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0612+STABILITY: SURFACE MOTION
 LA0612
 LA0612  HISTORY     - Date     Condition        Report By
 LA0612  HISTORY     - 1932     MONUMENTED       CGS
 LA0612  HISTORY     - 1955     MARK NOT FOUND   CGS
 LA0612  HISTORY     - 1959     GOOD             USGS
 LA0612  HISTORY     - 1970     GOOD             NGS
 LA0612  HISTORY     - 1970     GOOD             NGS
 LA0612
 LA0612                          STATION DESCRIPTION
 LA0612
 LA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0612'ABOUT 12 MILES SOUTH OF WILLSHIRE, OHIO, 1 MILE WEST OF OHIO STATE
 LA0612'HIGHWAY 51, 1 MILE WEST AND 1/4 MILES NORTH OF SKEELS CORNER ON LAND
 LA0612'BELONGING TO E. Y. KENNEDY WHO LIVES ABOUT 1 MILE NORTH AND 1-1/2
 LA0612'MILES WEST OF THE STATION, ON THE HIGHEST POINT IN CLEARED PASTURE,
 LA0612'167 FEET SOUTH OF EAST-WEST FENCE LINE, 260 FEET WEST OF THE
 LA0612'NORTH-SOUTH FENCE LINE, 432 FEET WEST OF THE CENTER OF STATE LINE
 LA0612'ROAD.
 LA0612'
 LA0612'REFERENCE MARK NO. 1 IS IN NORTHWEST FENCE CORNER AND IN THE SOUTHEAST
 LA0612'CORNER OF WOODED SECTION AND PROJECTS 10 INCHES ABOVE THE GROUND.
 LA0612'
 LA0612'REFERENCE MARK NO. 2 IS ON THE EAST-WEST FENCE LINE AND PROJECTS 5
 LA0612'INCHES ABOVE THE GROUND.
 LA0612'
 LA0612'THE AZIMUTH MARK IS 23.8 FEET WEST OF THE CENTER OF THE STATE LINE
 LA0612'ROAD, 520 FEET SOUTH OF THE SOUTHEAST CORNER OF BARN, IN NORTHEAST
 LA0612'CORNER OF FIELD, 1.8 FEET WEST OF LARGE CONCRETE FENCE POST AND
 LA0612'PROJECTS 10 INCHES ABOVE THE GROUND.
 LA0612'
 LA0612'TO REACH FROM FORT RECOVERY, GO NORTH ON STATE HIGHWAY 51 TO SKEELS
 LA0612'CORNER, TURN WEST AND GO 1 MILE TO THE STATE LINE ROAD, TURN NORTH AND
 LA0612'GO 0.25 MILE TO GATE, TURN WEST THROUGH GATE AND GO 450 FEET TO
 LA0612'STATION.
 LA0612'
 LA0612'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED IN NOTES
 LA0612'1A, 7A AND 11A, RESPECTIVELY.
 LA0612
 LA0612                          STATION RECOVERY (1955)
 LA0612
 LA0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0612'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  NO
 LA0612'EVIDENCE OF THE STATION MARK AND REFERENCE MARK 2 WAS FOUND.  A NEW
 LA0612'STATION KENNEDY 2 AND ONE REFERENCE MARK WAS ESTABLISHED BY THIS
 LA0612'PARTY.  (SEE DESCRIPTION KENNEDY 2 1955)
 LA0612
 LA0612                          STATION RECOVERY (1959)
 LA0612
 LA0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA0612'STATION WAS REPORTED NOT FOUND IN 1955 AND NEW STATION KENNEDY 2 1955
 LA0612'WAS ESTABLISHED.
 LA0612'
 LA0612'OLD STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 LA0612'ALSO THE AZIMUTH MARK.  THE E-W FENCE LINE ON WHICH REFERENCE MARK 2
 LA0612'WAS LOCATED IS NOW GONE AND REFERENCE MARK 2 IS IN SAME CULTIVATED
 LA0612'FIELD AS THE STATION.
 LA0612
 LA0612                          STATION RECOVERY (1970)
 LA0612
 LA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA0612'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK 1 WERE
 LA0612'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS REMOVED
 LA0612'FROM A CULTIVATED FIELD AT THE PROPERTY OWNERS REQUEST.  THE DIRECTION
 LA0612'TO THE REFERENCE MARK 1 AND THE AZIMUTH MARK COMPARED FAVORABLY WITH
 LA0612'THE 1932 OBSERVATIONS.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE
 LA0612'MARK 1 THE DISTANCE BEING .079 METERS.  REFERENCE MARK 3 WAS
 LA0612'ESTABLISHED AT THIS DATE.  DUE TO CHANGES IN THE AREA A NEW
 LA0612'DESCRIPTION FOLLOWS.
 LA0612'
 LA0612'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF GENEVA, 12
 LA0612'MILES SOUTH OF WILLSHIRE, OHIO AND ON PROPERTY OWNED BY MR. EARNEST
 LA0612'KNAPE OF COLDWATER, OHIO.
 LA0612'
 LA0612'TO REACH THE STATION FROM THE POST OFFICE IN GENEVA, GO EAST ON STATE
 LA0612'HIGHWAY 116 FOR 6.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST AND
 LA0612'SOUTH ON STATE HIGHWAY 116 FOR 3.15 MILES TO STATE LINE ROAD.  TURN
 LA0612'LEFT AND GO NORTH ON STATE LINE ROAD FOR 0.35 MILE TO A GATE ON THE
 LA0612'LEFT.  (CONTINUE NORTH ON STATE LINE ROAD FOR 0.3 MILE TO THE AZIMUTH
 LA0612'MARK ON THE LEFT JUST BEFORE REACHING A LARGE RED BARN.) TURN LEFT AND
 LA0612'GO EAST ACROSS CULTIVATED FIELD FOR APPROXIMATELY 0.1 MILE TO THE
 LA0612'HIGHEST POINT OF A SMALL KNOLL AND THE STATION.
 LA0612'
 LA0612'THE STATION MARK IS A STANDARD DISK, STAMPED KENNEDY 1932, SET IN THE
 LA0612'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 18-INCHES BELOW THE
 LA0612'GROUND SURFACE.  IT IS 446 FEET WEST OF THE CENTER OF STATE LINE ROAD,
 LA0612'422 FEET WEST OF THE NORTH GATE POST, 307.2 FEET SOUTHEAST OF A METAL
 LA0612'WITNESS POST WITH SIGN ATTACHED AND 225 FEET EAST OF A WIRE FENCE.
 LA0612'(NOTE 1A7A.)
 LA0612'
 LA0612'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KENNEDY NO 1 1932, SET IN
 LA0612'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
 LA0612'IT IS 84.5 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST WITH SIGN
 LA0612'AND 36 FEET WEST OF A WIRE FENCE.  (NOTE 11A.)
 LA0612'
 LA0612'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KENNEDY 1932 NO 3 1970,
 LA0612'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2-
 LA0612'INCHES.  IT IS 1.8 FEET SOUTH OF THE METAL WITNESS POST WITH SIGN AND
 LA0612'0.9 FEET EAST OF THE WIRE FENCE.  (NOTE 11B.)
 LA0612'
 LA0612'TRIANGULATION STATION KENNEDY 2 IS A STANDARD DISK, STAMPED KENNEDY 2
 LA0612'1955, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 LA0612'PROJECTS 4-INCHES.  IT IS 59 FEET WEST OF A WIRE FENCE, 31 FEET
 LA0612'SOUTHWEST OF A 18- INCH TWIN OAK TREE AND 3.8 FEET WEST OF A METAL
 LA0612'WITNESS POST WITH SIGN ATTACHED.  (NOTE 1B 7A.)
 LA0612'
 LA0612'THE AZIMUTH MARK IS A REFERENCE DISK, STAMPED KENNEDY 1932 AZIMUTH,
 LA0612'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 12-
 LA0612'INCHES.  IT IS 52 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 23
 LA0612'FEET WEST OF THE CENTER OF STATE LINE ROAD, 2.4 FEET SOUTH OF A METAL
 LA0612'WITNESS POST WITH SIGN ATTACHED AND 1.3 FEET WEST OF A LARGE CONCRETE
 LA0612'POST.
 LA0612'
 LA0612'THE TRAVERSE DISTANCES NOTED ABOVE WERE CORRECTED TO SEA LEVEL.
 LA0612'
 LA0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12 MILES SOUTH OF
 LA0612'WILLSHIRE, OHIO.
 LA0612
 LA0612                          STATION RECOVERY (1970)
 LA0612
 LA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0612'12 MI S FROM WILLSHIRE.
 LA0612'ABOUT 6.8 MILES EAST FROM THE POST OFICE IN GENEVA, IND. ALONG
 LA0612'STATE HIGHWAY 116 TO A CROSSROAD, THENCE EAST AND SOUTH ALONG
 LA0612'STATE HIGHWAY 116 FOR 3.15 MILES TO STATE LINE ROAD, THENCE NORTH
 LA0612'0.35 MILE ALONG STATE LINE ROAD TO A GATE ON LEFT, THENCE WEST
 LA0612'0.1 MILE IN CULTIVATED FIELD TO THE HIGHEST POINT, 446 FEET WEST
 LA0612'OF THE CENTER OF STATE LINE ROAD, 422 FEET WEST OF THE NORTH
 LA0612'GATE POST, 307.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 LA0612'SIGN, AND 225 FEET EAST OF A WOVEN WIRE FENCE, SET IN THE TOP
 LA0612'OF A 12-INCH SQUARE CONCRETE MONUMENT 18 INCHES BELOW THE SURFACE
 LA0612'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2380 ***********************************************************************
 LA2380  DESIGNATION -  KENNEDY 2
 LA2380  PID         -  LA2380
 LA2380  STATE/COUNTY-  IN/ADAMS
 LA2380  COUNTRY     -  US
 LA2380  USGS QUAD   -  NEW CORYDON (2019)
 LA2380
 LA2380                         *CURRENT SURVEY CONTROL
 LA2380  ______________________________________________________________________
 LA2380* NAD 83(1997) POSITION- 40 34 40.74470(N) 084 48 18.11796(W)   ADJUSTED
 LA2380* NAVD 88 ORTHO HEIGHT -   270.57  (+/-2cm)      887.7   (feet) VERTCON3
 LA2380  ______________________________________________________________________
 LA2380  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LA2380  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA2380  HORZ ORDER      -  SECOND
 LA2380  VERT ORDER      -  THIRD ? (See Below)
 LA2380
 LA2380.The horizontal coordinates were established by classical geodetic methods
 LA2380.and adjusted by the National Geodetic Survey in May 1999.
 LA2380
 LA2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2380
 LA2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2380.GEOID18 height accuracy estimate available here.
 LA2380
 LA2380.The vertical order pertains to the NGVD 29 superseded value.
 LA2380
 LA2380.Click photographs - Photos may exist for this station.
 LA2380
 LA2380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2380
 LA2380. The following values were computed from the NAD 83(1997) position.
 LA2380
 LA2380;                    North         East     Units Scale Factor Converg.
 LA2380;SPC IN E     -   592,051.853   172,952.131   MT  1.00003215   +0 33 37.8
 LA2380;SPC IN E     - 1,942,423.45    567,427.12   sFT  1.00003215   +0 33 37.8
 LA2380;SPC OH N     -   103,777.394   404,861.481   MT  0.99997544   -1 30 51.5
 LA2380;SPC OH N     -   340,476.33  1,328,283.04   sFT  0.99997544   -1 30 51.5
 LA2380;UTM  16      - 4,494,226.463   685,779.577   MT  1.00002485   +1 25 41.5
 LA2380
 LA2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2380!SPC IN E     -   0.99996281  x   1.00003215  =   0.99999496
 LA2380!SPC OH N     -   0.99996281  x   0.99997544  =   0.99993825
 LA2380!UTM  16      -   0.99996281  x   1.00002485  =   0.99998766
 LA2380
 LA2380:                Primary Azimuth Mark                     Grid Az
 LA2380:SPC IN E     -  KENNEDY AZ MK                            025 32 56.2
 LA2380:SPC OH N     -  KENNEDY AZ MK                            027 37 25.5
 LA2380:UTM  16      -  KENNEDY AZ MK                            024 40 52.5
 LA2380
 LA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8577994226(NAD 83)
 LA2380
 LA2380|---------------------------------------------------------------------|
 LA2380| PID    Reference Object                     Distance      Geod. Az  |
 LA2380|                                                           dddmmss.s |
 LA2380| LA0610 KENNEDY AZ MK                                      0260634.0 |
 LA2380| LA0612 KENNEDY                              86.877 METERS 09916     |
 LA2380| LA0613 KENNEDY RM 1                         26.003 METERS 16438     |
 LA2380| CE6775 KENNEDY 2 RM 3                       25.729 METERS 28407     |
 LA2380|---------------------------------------------------------------------|
 LA2380
 LA2380                          SUPERSEDED SURVEY CONTROL
 LA2380
 LA2380  NAD 83(1995)-  40 34 40.74469(N)    084 48 18.11815(W) AD(       ) 2
 LA2380  NAD 83(1986)-  40 34 40.74744(N)    084 48 18.13378(W) AD(       ) 2
 LA2380  NAD 27      -  40 34 40.58000(N)    084 48 18.26300(W) AD(       ) 2
 LA2380  NGVD 29             270.72   (m)          888.2    (f) LEVELING    3  
 LA2380
 LA2380.Superseded values are not recommended for survey control.
 LA2380
 LA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2380.See file dsdata.pdf to determine how the superseded data were derived.
 LA2380
 LA2380_MARKER: DS = TRIANGULATION STATION DISK
 LA2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2380_STAMPING: KENNEDY 2 1955
 LA2380_MARK LOGO: CGS
 LA2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2380+STABILITY: SURFACE MOTION
 LA2380
 LA2380  HISTORY     - Date     Condition        Report By
 LA2380  HISTORY     - 1955     MONUMENTED       CGS
 LA2380  HISTORY     - 1963     GOOD             CGS
 LA2380  HISTORY     - 1970     GOOD             NGS
 LA2380
 LA2380                          STATION DESCRIPTION
 LA2380
 LA2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2380'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLSHIRE, OHIO, 1 MILE
 LA2380'WEST OF OHIO STATE HIGHWAY 51, 1 MILE WEST AND 1/4 MILE NORTH OF
 LA2380'SKEELS CORNER, 1/2 MILE WEST OF INDIANA-OHIO STATE LINE, AND ON LAND
 LA2380'OWNED BY MR. L. O. KREMER.  THE MARK IS IN THE SOUTHEAST CORNER OF A
 LA2380'LARGE GROVE OF TREES, 61 FEET WEST OF FENCE LINE, AND 4 FEET SOUTHWEST
 LA2380'OF A WHITE 4 INCH X 4 INCH WITNESS POST.
 LA2380'
 LA2380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2380'HIGHWAY 67 AND 18 ABOUT 4 MILES SOUTH OF GENEVA, GO EAST ON STATE
 LA2380'HIGHWAY 67 FOR 10 MILES TO THE INDIANA-OHIO STATE LINE, TURN LEFT
 LA2380'(NORTH) AND FOLLOW STATE LINE ROAD (GRAVELED) FOR 2 MILES TO A CROSS
 LA2380'ROAD (JUNCTION OF STATE HIGHWAY 116)  TURN LEFT (WEST) ON STATE
 LA2380'HIGHWAY 116 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 LA2380'(NORTH) AND FOLLOW A LANE BETWEEN A BARN AND A HOUSE AND GO FOR 0.5
 LA2380'MILE TO THE SOUTHEAST CORNER OF A GROVE OF TREES AND THE STATION AS
 LA2380'DESCRIBED.
 LA2380'
 LA2380'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE STATE LINE ROAD AND
 LA2380'STATE HIGHWAY 116, GO NORTH ON STATE LINE ROAD FOR 0.85 MILE TO A BARN
 LA2380'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED BELOW.
 LA2380'
 LA2380'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED KENNEDY 2
 LA2380'1955.
 LA2380'
 LA2380'REFERENCE MARK 1 IS 24 FEET NORTHWEST OF A FENCE CORNER.  THE MARK
 LA2380'PROJECTS 6 INCHES, AND THE DISK IS STAMPED KENNEDY NO 1 1932.
 LA2380'
 LA2380'REFERENCE MARK 3 IS 42 FEET NORTHWEST OF A 14-INCH HICKORY TREE AND 19
 LA2380'FEET SOUTH OF A 15-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES, AND THE
 LA2380'DISK IS STAMPED KENNEDY 2 NO 3 1955.
 LA2380'
 LA2380'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN,
 LA2380'24 FEET WEST OF THE CENTER OF THE STATE LINE ROAD, 3 FEET SOUTHWEST OF
 LA2380'A WHITE 4 INCH X 4 INCH WITNESS POST, AND 1 FOOT WEST OF A CONCRETE
 LA2380'CORNER POST OF A FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 LA2380'STAMPED KENNEDY 1932 AZIMUTH.
 LA2380'
 LA2380'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2380
 LA2380                          STATION RECOVERY (1963)
 LA2380
 LA2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2380'RECOVERED ALL MARKS ESSENTIALLY AS ORIGINALLY DESCRIBED AND IN GOOD
 LA2380'CONDITION EXCEPT THAT THE AZIMUTH MARK APPEARED TILTED EASTERLY.
 LA2380'
 LA2380'ABOUT 6.7 MILES ELY THENCE 1.2 MILES S THENCE 1.7 MILES E ALL ALONG
 LA2380'NO. 116 INDIANA HWY. BEGINNING AT ITS JUNCTION WITH NO. 27 U. S. HWY.
 LA2380'IN GENEVA TO A POINT 0.15 MILE W OF INTERSECTION OF NO. 116 HWY.
 LA2380'(BECOME KEELS ROAD IN OHIO) AND THE STATE LINE ROAD, THENCE 0.4 MILE N
 LA2380'ON FARM LANE PASSING THRU BARNYARD TO SE CORNER OF A WOODS AND THE
 LA2380'STATION, 92 FEET N OF THE FENCE ALONG S SIDE OF WOODS, 59-1/2 FEET W
 LA2380'OF ANOTHER FENCE ON E SIDE OF THE WOODS, AND 3.8 FEET W OF STEEL
 LA2380'WITNESS POST, STANDARD DISKS STAMPED KENNEDY 2 1955 ARE SET IN 1B AND
 LA2380'7A MARKS WITH THE UPPER (1B) MARK PROJECTING 0.3 FOOT ABOVE GROUND.
 LA2380'
 LA2380'REFERENCE STAMPED KENNEDY NO 1 1932, NOTE 11A (ARROW POINTS EASTERLY
 LA2380'TOWARD KENNEDY 1932 NOT FOUND IN 1955 AND NOT SEARCHED FOR AT THIS
 LA2380'TIME NOW), PROJECTS 0.5 FOOT, IS 85.31 FEET SSE OF STATION, 24 FEET
 LA2380'WNW OF FENCE CORNER, AND 9 FEET N OF E-W FENCE.
 LA2380'
 LA2380'REFERENCE STAMPED KENNEDY 2 NO 3 1955, NOTE 11B, PROJECTS 0.5 FOOT, IS
 LA2380'84.41 FEET OR (25.728 METERS) W OF STATION, 40 FEET NW OF 14-INCH
 LA2380'HICKORY TREE, 19-1/2 FEET SSW OF 15- INCH OAK TREE.
 LA2380'
 LA2380'AZIMUTH MARK STAMPED KENNEDY AZIMUTH 1932, NOTE 11B, PROJECTS 1.2 FEET
 LA2380'NOW AND BEING IN A HOG PASTURE MAY ACCOUNT FOR ITS HAVING BEEN TILTED,
 LA2380'34 FEET S OF PROJECTED CENTER LINE OF KABLE FROM E IN OHIO, 22 FEET W
 LA2380'OF CENTER LINE OF STATE LINE ROAD, AND 1-1/4 FEET W OF THE CONCRETE
 LA2380'POST AT FENCE CORNER.
 LA2380
 LA2380                          STATION RECOVERY (1970)
 LA2380
 LA2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2380'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 LA2380'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENNEDY 1932.
 LA2380'
 LA2380'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION STATION
 LA2380'KENNEDY 1932 THEREOF.
 LA2380'
 LA2380'THE STATION MARK IS A STANDARD DISK, STAMPED KENNEDY 2 1955, SET IN
 LA2380'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 LA2380'IT IS 59 FEET WEST OF A WIRE FENCE, 31 FEET SOUTHWEST OF A TWIN OAK
 LA2380'TREE AND 3.8 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 LA2380'(NOTE 1B7A.)
 LA2380'
 LA2380'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.  AZIMUTH
 LA2380'MARK AND RM 3 WILL NOT SEE FROM TRIPOD SET-UP.
 LA2380'
 LA2380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES
 LA2380'EAST-SOUTHEAST OF GENEVA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0610 ***********************************************************************
 LA0610  DESIGNATION -  KENNEDY AZ MK
 LA0610  PID         -  LA0610
 LA0610  STATE/COUNTY-  IN/ADAMS
 LA0610  COUNTRY     -  US
 LA0610  USGS QUAD   -  NEW CORYDON (2019)
 LA0610
 LA0610                         *CURRENT SURVEY CONTROL
 LA0610  ______________________________________________________________________
 LA0610* NAD 83(1986) POSITION- 40 34 55.1    (N) 084 48 09.0    (W)   HD_HELD2
 LA0610* NAVD 88 ORTHO HEIGHT -   269.405 (meters)      883.87  (feet) ADJUSTED
 LA0610  ______________________________________________________________________
 LA0610  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 LA0610  DYNAMIC HEIGHT  -        269.277 (meters)      883.45  (feet) COMP
 LA0610  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 LA0610
 LA0610  VERT ORDER      -  SECOND    CLASS 0
 LA0610
 LA0610.The horizontal coordinates were established by autonomous hand held GPS
 LA0610.observations and have an estimated accuracy of +/- 10 meters.
 LA0610
 LA0610.The orthometric height was determined by differential leveling and
 LA0610.adjusted by the NATIONAL GEODETIC SURVEY
 LA0610.in June 1991.
 LA0610
 LA0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0610.GEOID18 height accuracy estimate available here.
 LA0610
 LA0610.Click photographs - Photos may exist for this station.
 LA0610
 LA0610.The dynamic height is computed by dividing the NAVD 88
 LA0610.geopotential number by the normal gravity value computed on the
 LA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0610.degrees latitude (g = 980.6199 gals.).
 LA0610
 LA0610.The modeled gravity was interpolated from observed gravity values.
 LA0610
 LA0610;                    North         East    Units  Estimated Accuracy
 LA0610;SPC IN E     -   592,497.      173,162.      MT  (+/- 10 meters HH2 GPS)
 LA0610
 LA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8598294674(NAD 83)
 LA0610
 LA0610                          SUPERSEDED SURVEY CONTROL
 LA0610
 LA0610  NGVD 29 (??/??/92)  269.559  (m)          884.38   (f) ADJ UNCH    2 0
 LA0610
 LA0610.Superseded values are not recommended for survey control.
 LA0610
 LA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0610.See file dsdata.pdf to determine how the superseded data were derived.
 LA0610
 LA0610_MARKER: DR = REFERENCE MARK DISK
 LA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0610_STAMPING: KENNEDY 1932 AZIMUTH
 LA0610_MARK LOGO: CGS
 LA0610_PROJECTION: PROJECTING 91 CENTIMETERS
 LA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0610+STABILITY: SURFACE MOTION
 LA0610
 LA0610  HISTORY     - Date     Condition        Report By
 LA0610  HISTORY     - 1932     MONUMENTED       CGS
 LA0610  HISTORY     - 1970     GOOD             NGS
 LA0610  HISTORY     - 20190920 POOR             INDIV
 LA0610
 LA0610                          STATION DESCRIPTION
 LA0610
 LA0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0610'12 MI S FROM WILLSHIRE.
 LA0610'ABOUT 6.8 MILES EAST FROM THE POST OFFICE IN GENEVA, IND. ALONG
 LA0610'STATE HIGHWAY 116 TO A CROSSROAD, THENCE EAST AND SOUTH ALONG
 LA0610'STATE HIGHWAY 116 FOR 3.15 MILES TO STATE LINE ROAD, THENCE NORTH
 LA0610'0.65 MILE ALONG STATE LINE ROAD, 52 FEET SOUTH-SOUTHEAST OF THE
 LA0610'SOUTHEAST CORNER OF A RED BARN, 22 FEET WEST OF THE CENTER OF
 LA0610'STATE LINE ROAD, 2.4 FEET SOUTH OF A METAL WITNESS POST WITH
 LA0610'SIGN, AND 1.3 FEET WEST OF A LARGE CONCRETE CORNER FENCE POST,
 LA0610'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 LA0610'PROJECTING 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 LA0610
 LA0610                          STATION RECOVERY (2019)
 LA0610
 LA0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LA0610'THE MARK IS NOW PROJECTING ABOUT 3 FT (0.9 M) ABOVE THE GROUND AND
 LA0610'APPEARS UNSTEADY.  RECOMMEND USING WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0613 ***********************************************************************
 LA0613  DESIGNATION -  KENNEDY RM 1
 LA0613  PID         -  LA0613
 LA0613  STATE/COUNTY-  IN/ADAMS
 LA0613  COUNTRY     -  US
 LA0613  USGS QUAD   -  NEW CORYDON (2019)
 LA0613
 LA0613                         *CURRENT SURVEY CONTROL
 LA0613  ______________________________________________________________________
 LA0613* NAD 83(1997) POSITION- 40 34 39.93182(N) 084 48 17.82513(W)   ADJUSTED
 LA0613* NAVD 88 ORTHO HEIGHT -   270.928 (meters)      888.87  (feet) ADJUSTED
 LA0613  ______________________________________________________________________
 LA0613  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LA0613  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA0613  DYNAMIC HEIGHT  -        270.799 (meters)      888.45  (feet) COMP
 LA0613  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 LA0613
 LA0613  HORZ ORDER      -  SECOND
 LA0613  VERT ORDER      -  SECOND    CLASS 0
 LA0613
 LA0613.The horizontal coordinates were established by classical geodetic methods
 LA0613.and adjusted by the National Geodetic Survey in May 1999.
 LA0613
 LA0613.The orthometric height was determined by differential leveling and
 LA0613.adjusted by the NATIONAL GEODETIC SURVEY
 LA0613.in June 1991.
 LA0613
 LA0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0613.GEOID18 height accuracy estimate available here.
 LA0613
 LA0613.Click photographs - Photos may exist for this station.
 LA0613
 LA0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0613
 LA0613.The dynamic height is computed by dividing the NAVD 88
 LA0613.geopotential number by the normal gravity value computed on the
 LA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0613.degrees latitude (g = 980.6199 gals.).
 LA0613
 LA0613.The modeled gravity was interpolated from observed gravity values.
 LA0613
 LA0613. The following values were computed from the NAD 83(1997) position.
 LA0613
 LA0613;                    North         East     Units Scale Factor Converg.
 LA0613;SPC IN E     -   592,026.847   172,959.264   MT  1.00003216   +0 33 38.0
 LA0613;SPC IN E     - 1,942,341.41    567,450.52   sFT  1.00003216   +0 33 38.0
 LA0613;SPC OH N     -   103,752.147   404,867.703   MT  0.99997547   -1 30 51.3
 LA0613;SPC OH N     -   340,393.50  1,328,303.46   sFT  0.99997547   -1 30 51.3
 LA0613;UTM  16      - 4,494,201.568   685,787.087   MT  1.00002488   +1 25 41.7
 LA0613
 LA0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0613!SPC IN E     -   0.99996275  x   1.00003216  =   0.99999491
 LA0613!SPC OH N     -   0.99996275  x   0.99997547  =   0.99993822
 LA0613!UTM  16      -   0.99996275  x   1.00002488  =   0.99998763
 LA0613
 LA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8578794201(NAD 83)
 LA0613
 LA0613                          SUPERSEDED SURVEY CONTROL
 LA0613
 LA0613  NAD 83(1995)-  40 34 39.93181(N)    084 48 17.82532(W) AD(       ) 2
 LA0613  NAD 83(1986)-  40 34 39.93464(N)    084 48 17.84096(W) AD(       ) 2
 LA0613  NAD 27      -  40 34 39.76760(N)    084 48 17.97100(W) AD(       ) 2
 LA0613  NGVD 29 (??/??/92)  271.081  (m)          889.37   (f) ADJ UNCH    2 0
 LA0613
 LA0613.Superseded values are not recommended for survey control.
 LA0613
 LA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0613.See file dsdata.pdf to determine how the superseded data were derived.
 LA0613
 LA0613_MARKER: DR = REFERENCE MARK DISK
 LA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0613_STAMPING: KENNEDY NO 1 1932
 LA0613_MARK LOGO: CGS
 LA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0613+STABILITY: SURFACE MOTION
 LA0613
 LA0613  HISTORY     - Date     Condition        Report By
 LA0613  HISTORY     - 1932     MONUMENTED       CGS
 LA0613  HISTORY     - 1955     GOOD             CGS
 LA0613  HISTORY     - 1970     GOOD             NGS
 LA0613
 LA0613                          STATION DESCRIPTION
 LA0613
 LA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0613'SEE STATION KENNEDY
 LA0613
 LA0613                          STATION RECOVERY (1955)
 LA0613
 LA0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0613'SEE STATION KENNEDY
 LA0613
 LA0613                          STATION RECOVERY (1970)
 LA0613
 LA0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA0613'12 MI S FROM WILLSHIRE.
 LA0613'ABOUT 6.8 MILES EAST FROM THE POST OFFICE IN GENEVA, IND. ALONG
 LA0613'STATE HIGHWAY 116 TO A CROSSROAD, THENCE EAST AND SOUTH ALONG
 LA0613'STATE HIGHWAY 116 FOR 3.15 MILES TO STATE LINE ROAD, THENCE NORTH
 LA0613'0.35 MILE ALONG STATE LINE ROAD TO A GATE ON LEFT, THENCE WEST
 LA0613'0.1 MILE IN CULTIVATED FIELD TO THE HIGHEST POINT, 262 FEET WEST
 LA0613'OF THE STATION MARK, 84.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LA0613'POST WITH SIGN, 36 FEET WEST OF A WOVEN WIRE FENCE, IN THE SOUTHEAST
 LA0613'CORNER OF A WOOD LOT, AND SET IN THE TOP OF A 12-INCH SQUARE
 LA0613'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 LA0613'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2381 ***********************************************************************
 LA2381  DESIGNATION -  KENNEDY RM A
 LA2381  PID         -  LA2381
 LA2381  STATE/COUNTY-  IN/ADAMS
 LA2381  COUNTRY     -  US
 LA2381  USGS QUAD   -  NEW CORYDON (2019)
 LA2381
 LA2381                         *CURRENT SURVEY CONTROL
 LA2381  ______________________________________________________________________
 LA2381* NAD 83(1997) POSITION- 40 34 40.74176(N) 084 48 15.51323(W)   ADJUSTED
 LA2381* NAVD 88 ORTHO HEIGHT -   270.81  (+/-2cm)      888.5   (feet) VERTCON3
 LA2381  ______________________________________________________________________
 LA2381  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LA2381  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA2381  HORZ ORDER      -  FIRST
 LA2381  VERT ORDER      -  THIRD ? (See Below)
 LA2381
 LA2381.The horizontal coordinates were established by classical geodetic methods
 LA2381.and adjusted by the National Geodetic Survey in May 1999.
 LA2381
 LA2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2381
 LA2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2381.GEOID18 height accuracy estimate available here.
 LA2381
 LA2381.The vertical order pertains to the NGVD 29 superseded value.
 LA2381
 LA2381.Click photographs - Photos may exist for this station.
 LA2381
 LA2381.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2381
 LA2381. The following values were computed from the NAD 83(1997) position.
 LA2381
 LA2381;                    North         East     Units Scale Factor Converg.
 LA2381;SPC IN E     -   592,052.362   173,013.393   MT  1.00003226   +0 33 39.5
 LA2381;SPC IN E     - 1,942,425.12    567,628.11   sFT  1.00003226   +0 33 39.5
 LA2381;SPC OH N     -   103,775.685   404,922.717   MT  0.99997544   -1 30 49.7
 LA2381;SPC OH N     -   340,470.73  1,328,483.95   sFT  0.99997544   -1 30 49.7
 LA2381;UTM  16      - 4,494,227.899   685,840.823   MT  1.00002513   +1 25 43.2
 LA2381
 LA2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2381!SPC IN E     -   0.99996277  x   1.00003226  =   0.99999503
 LA2381!SPC OH N     -   0.99996277  x   0.99997544  =   0.99993821
 LA2381!UTM  16      -   0.99996277  x   1.00002513  =   0.99998790
 LA2381
 LA2381:                Primary Azimuth Mark                     Grid Az
 LA2381:SPC IN E     -  INDOH 2                                  000 27 13.6
 LA2381:SPC OH N     -  INDOH 2                                  002 31 42.8
 LA2381:UTM  16      -  INDOH 2                                  359 35 09.9
 LA2381
 LA2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8584094227(NAD 83)
 LA2381
 LA2381|---------------------------------------------------------------------|
 LA2381| PID    Reference Object                     Distance      Geod. Az  |
 LA2381|                                                           dddmmss.s |
 LA2381| LA2377 INDOH 2                             APPROX. 9.2 KM 0010053.1 |
 LA2381| LA2382 WABASH MARATHON PIPELINE MAST       APPROX. 4.6 KM 0932511.8 |
 LA2381| LA0612 KENNEDY                              28.147 METERS 11934     |
 LA2381|---------------------------------------------------------------------|
 LA2381
 LA2381                          SUPERSEDED SURVEY CONTROL
 LA2381
 LA2381  NAD 83(1995)-  40 34 40.74176(N)    084 48 15.51341(W) AD(       ) 1
 LA2381  NAD 83(1986)-  40 34 40.74452(N)    084 48 15.52874(W) AD(       ) 1
 LA2381  NAD 27      -  40 34 40.57755(N)    084 48 15.65878(W) AD(       ) 1
 LA2381  NGVD 29             270.96   (m)          889.0    (f) LEVELING    3  
 LA2381
 LA2381.Superseded values are not recommended for survey control.
 LA2381
 LA2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2381.See file dsdata.pdf to determine how the superseded data were derived.
 LA2381
 LA2381_MARKER: DS = TRIANGULATION STATION DISK
 LA2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2381_STAMPING: KENNEDY RM A 1970
 LA2381_MARK LOGO: CGS
 LA2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2381+STABILITY: SURFACE MOTION
 LA2381
 LA2381  HISTORY     - Date     Condition        Report By
 LA2381  HISTORY     - 1970     MONUMENTED       NGS
 LA2381
 LA2381                          STATION DESCRIPTION
 LA2381
 LA2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2381'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF BERNE, 8.1 MI
 LA2381'(13.0 KM) EAST OF GENEVA AND 2.0 MI (3.2 KM) EAST-NORTHEAST OF NEW
 LA2381'CORYDON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2440 ***********************************************************************
 LB2440  DESIGNATION -  KENNETH
 LB2440  PID         -  LB2440
 LB2440  STATE/COUNTY-  IN/CASS
 LB2440  COUNTRY     -  US
 LB2440  USGS QUAD   -  LUCERNE (2019)
 LB2440
 LB2440                         *CURRENT SURVEY CONTROL
 LB2440  ______________________________________________________________________
 LB2440* NAD 83(1997) POSITION- 40 46 47.67978(N) 086 28 04.18886(W)   ADJUSTED
 LB2440* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2440  ______________________________________________________________________
 LB2440  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 LB2440  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 LB2440  HORZ ORDER      -  THIRD
 LB2440
 LB2440.The horizontal coordinates were established by classical geodetic methods
 LB2440.and adjusted by the National Geodetic Survey in May 1999.
 LB2440
 LB2440.The orthometric height was scaled from a topographic map.
 LB2440
 LB2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2440.GEOID18 height accuracy estimate available here.
 LB2440
 LB2440.Click photographs - Photos may exist for this station.
 LB2440
 LB2440.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2440
 LB2440. The following values were computed from the NAD 83(1997) position.
 LB2440
 LB2440;                    North         East     Units Scale Factor Converg.
 LB2440;SPC IN E     -   614,426.575    32,372.161   MT  1.00002294   -0 31 23.9
 LB2440;SPC IN E     - 2,015,831.19    106,207.66   sFT  1.00002294   -0 31 23.9
 LB2440;SPC IN W     -   614,300.020   951,955.759   MT  0.99999988   +0 24 07.3
 LB2440;SPC IN W     - 2,015,415.98  3,123,208.19   sFT  0.99999988   +0 24 07.3
 LB2440;UTM  16      - 4,514,461.780   544,904.933   MT  0.99962482   +0 20 51.3
 LB2440
 LB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2440!SPC IN E     -   0.99997069  x   1.00002294  =   0.99999363
 LB2440!SPC IN W     -   0.99997069  x   0.99999988  =   0.99997057
 LB2440!UTM  16      -   0.99997069  x   0.99962482  =   0.99959552
 LB2440
 LB2440:                Primary Azimuth Mark                     Grid Az
 LB2440:SPC IN E     -  KENNETH AZ MK                            097 50 16.6
 LB2440:SPC IN W     -  KENNETH AZ MK                            096 54 45.4
 LB2440:UTM  16      -  KENNETH AZ MK                            096 58 01.4
 LB2440
 LB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4490414461(NAD 83)
 LB2440
 LB2440|---------------------------------------------------------------------|
 LB2440| PID    Reference Object                     Distance      Geod. Az  |
 LB2440|                                                           dddmmss.s |
 LB2440| CC9498 KENNETH AZ MK                                      0971852.7 |
 LB2440| CC9499 KENNETH RM 1                         27.349 METERS 20712     |
 LB2440| CC9500 KENNETH RM 2                         25.085 METERS 29635     |
 LB2440|---------------------------------------------------------------------|
 LB2440
 LB2440                          SUPERSEDED SURVEY CONTROL
 LB2440
 LB2440  NAD 83(1986)-  40 46 47.68497(N)    086 28 04.19846(W) AD(       ) 3
 LB2440  NAD 27      -  40 46 47.53800(N)    086 28 04.19060(W) AD(       ) 3
 LB2440
 LB2440.Superseded values are not recommended for survey control.
 LB2440
 LB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2440.See file dsdata.pdf to determine how the superseded data were derived.
 LB2440
 LB2440_MARKER: DS = TRIANGULATION STATION DISK
 LB2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2440_STAMPING: KENNETH 1948
 LB2440_MARK LOGO: CGS
 LB2440_PROJECTION: RECESSED 15 CENTIMETERS
 LB2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2440+STABILITY: SURFACE MOTION
 LB2440
 LB2440  HISTORY     - Date     Condition        Report By
 LB2440  HISTORY     - 1948     MONUMENTED       CGS
 LB2440  HISTORY     - 1969     GOOD             LOCENG
 LB2440
 LB2440                          STATION DESCRIPTION
 LB2440
 LB2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2440'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LOGANSPORT ON PROPERTY
 LB2440'OWNED BY MR. HERBERT HARDY.  IT IS 70 FEET SOUTHEAST OF A POWERLINE
 LB2440'POLE, 61 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 42 FEET EAST OF
 LB2440'A FENCELINE.  THE MARK IS UNDERGROUND ABOUT 6 INCHES AND THE DISK IS
 LB2440'STAMPED KENNETH 1948.
 LB2440'
 LB2440'REFERENCE MARK NO. 1 IS 89.73 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2440'19 FEET EAST OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTHEAST OF A
 LB2440'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK
 LB2440'PROJECTS 6 INCHES AND THE DISK IS STAMPED KENNETH NO 1 1948.
 LB2440'
 LB2440'REFERENCE MARK NO. 2 IS 82.30 FEET NORTHWEST OF THE STATION.  IT IS
 LB2440'15 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT EAST OF A
 LB2440'FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 LB2440'KENNETH NO 2 1948.
 LB2440'
 LB2440'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION.  IT IS 15 FEET SOUTH OF
 LB2440'THE CENTER OF GRAVEL ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 1
 LB2440'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE
 LB2440'DISK IS STAMPED KENNETH 1948.
 LB2440'
 LB2440'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS NO. 24
 LB2440'AND NO. 35 AND STATE HIGHWAY NO. 29 WHICH IS ABOUT 1 MILE WEST OF
 LB2440'LOGANSPORT GO WEST ON U. S. HIGHWAY NO. 24 FOR 2.3 MILES TO A
 LB2440'GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO NORTH FOR 1.7
 LB2440'MILES TO A T-ROAD LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 LB2440'AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.6 MILE TO A GRAVEL
 LB2440'CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE STATION ON THE
 LB2440'RIGHT AS DESCRIBED.
 LB2440'
 LB2440'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2440
 LB2440                          STATION RECOVERY (1969)
 LB2440
 LB2440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JJ)
 LB2440'KENNETH 1948 SURFACE MONUMENT, RM NO. 1, RM NO. 2 AND
 LB2440'AZIMUTH MARK-ALL IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2688 ***********************************************************************
 LB2688  CBN         -  This is a Cooperative Base Network Control Station.
 LB2688  PACS        -  This is a Primary Airport Control Station.
 LB2688  DESIGNATION -  KENPORT
 LB2688  PID         -  LB2688
 LB2688  STATE/COUNTY-  IN/NEWTON
 LB2688  COUNTRY     -  US
 LB2688  USGS QUAD   -  KENTLAND (2019)
 LB2688
 LB2688                         *CURRENT SURVEY CONTROL
 LB2688  ______________________________________________________________________
 LB2688* NAD 83(2011) POSITION- 40 45 31.15728(N) 087 26 04.39367(W)   ADJUSTED
 LB2688* NAD 83(2011) ELLIP HT-   179.051 (meters)        (06/27/12)   ADJUSTED
 LB2688* NAD 83(2011) EPOCH   -  2010.00
 LB2688* NAVD 88 ORTHO HEIGHT -   212.30  (meters)      696.5   (feet) GPS OBS
 LB2688  ______________________________________________________________________
 LB2688  NAVD 88 orthometric height was determined with an earlier geoid model
 LB2688  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 LB2688  NAD 83(2011) X  -    216,563.386 (meters)                     COMP
 LB2688  NAD 83(2011) Y  - -4,833,418.352 (meters)                     COMP
 LB2688  NAD 83(2011) Z  -  4,142,275.576 (meters)                     COMP
 LB2688  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 LB2688
 LB2688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2688  Standards:
 LB2688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2688  -------------------------------------------------------------------
 LB2688  NETWORK    0.63   1.53           0.30   0.19   0.78     -0.06359829
 LB2688  -------------------------------------------------------------------
 LB2688  Click here for local accuracies and other accuracy information.
 LB2688
 LB2688.This mark is at Kentland Airport (50I)
 LB2688
 LB2688.The horizontal coordinates were established by GPS observations
 LB2688.and adjusted by the National Geodetic Survey in June 2012.
 LB2688
 LB2688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2688.been affixed to the stable North American tectonic plate. See 
 LB2688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2688
 LB2688.The horizontal coordinates are valid at the epoch date displayed above
 LB2688.which is a decimal equivalence of Year/Month/Day.
 LB2688
 LB2688.The orthometric height was determined by GPS observations and a
 LB2688.high-resolution geoid model.
 LB2688
 LB2688.GPS derived orthometric heights for airport stations designated as
 LB2688.PACS or SACS are published to 2 decimal places.  This maintains
 LB2688.centimeter relative accuracy between the PACS and SACS.  It does
 LB2688.not indicate centimeter accuracy relative to other marks which are
 LB2688.part of the published vertical control network.
 LB2688
 LB2688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2688.GEOID18 height accuracy estimate available here.
 LB2688
 LB2688.Click photographs - Photos may exist for this station.
 LB2688
 LB2688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2688
 LB2688.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2688
 LB2688.The ellipsoidal height was determined by GPS observations
 LB2688.and is referenced to NAD 83.
 LB2688
 LB2688. The following values were computed from the NAD 83(2011) position.
 LB2688
 LB2688;                    North         East     Units Scale Factor Converg.
 LB2688;SPC IN W     -   611,816.669   870,343.437   MT  0.99997749   -0 13 45.5
 LB2688;SPC IN W     - 2,007,268.52  2,855,451.76   sFT  0.99997749   -0 13 45.5
 LB2688;UTM  16      - 4,512,056.831   463,320.324   MT  0.99961656   -0 17 01.4
 LB2688
 LB2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2688!SPC IN W     -   0.99997191  x   0.99997749  =   0.99994940
 LB2688!UTM  16      -   0.99997191  x   0.99961656  =   0.99958848
 LB2688
 LB2688:                Primary Azimuth Mark                     Grid Az
 LB2688:SPC IN W     -  KENPORT AZ MK                            090 31 45.0
 LB2688:UTM  16      -  KENPORT AZ MK                            090 35 00.9
 LB2688
 LB2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6332012056(NAD 83)
 LB2688
 LB2688|---------------------------------------------------------------------|
 LB2688| PID    Reference Object                     Distance      Geod. Az  |
 LB2688|                                                           dddmmss.s |
 LB2688| LB2689 KENPORT AZ MK                       APPROX. 0.8 KM 0901759.5 |
 LB2688|---------------------------------------------------------------------|
 LB2688
 LB2688                          SUPERSEDED SURVEY CONTROL
 LB2688
 LB2688  NAD 83(2007)-  40 45 31.15739(N)    087 26 04.39464(W) AD(2002.00) 0
 LB2688  ELLIP H (02/10/07)  179.073  (m)                       GP(2002.00)    
 LB2688  NAD 83(1997)-  40 45 31.15725(N)    087 26 04.39443(W) AD(       ) B
 LB2688  ELLIP H (04/10/98)  179.074  (m)                       GP(       ) 4 1
 LB2688  NAD 83(1986)-  40 45 31.16382(N)    087 26 04.40416(W) AD(       ) 3
 LB2688  NAD 27      -  40 45 31.03656(N)    087 26 04.31979(W) AD(       ) 3
 LB2688  NAVD 88 (04/10/98)  212.24   (m)  GEOID96  model used  GPS OBS        
 LB2688  NGVD 29 (02/23/89)  212.31   (m)  RAPSU86  model used  GPS OBS        
 LB2688
 LB2688.Superseded values are not recommended for survey control.
 LB2688
 LB2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2688.See file dsdata.pdf to determine how the superseded data were derived.
 LB2688
 LB2688_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2688_STAMPING: KENPORT 1986
 LB2688_MARK LOGO: NGS
 LB2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2688+STABILITY: SURFACE MOTION
 LB2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2688+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 LB2688
 LB2688  HISTORY     - Date     Condition        Report By
 LB2688  HISTORY     - 1986     MONUMENTED       NGS
 LB2688  HISTORY     - 19970519 GOOD             NGS
 LB2688  HISTORY     - 19970619 GOOD             NGS
 LB2688  HISTORY     - 20030425 GOOD             INDIV
 LB2688  HISTORY     - 20090623 GOOD             JCLS
 LB2688
 LB2688                          STATION DESCRIPTION
 LB2688
 LB2688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2688'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF INTEMRSTATE
 LB2688'HIGHWAY 65, 8.0 KM (4.95 MI) T OF THE ILLINOIS-INDIANA STATE LINE,
 LB2688'1.6 KM (1.00 MI) SOUTHEAST OF KENTLAND AND AT THE KENTLAND MUNICIPAL
 LB2688'AIRPORT.  OWNERSHIP--CITY OF KENTLAND, P.O. BOX 22, KENTLAND, IN
 LB2688'47951, PHONE 219-474-6996.  AIRPORT MANAGER IS JOHN SJAARDEMA.
 LB2688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 52 AND 41
 LB2688'IN KENTLAND, GO SOUTH ON U.S. HIGHWAYS 42 AND 41 FOR 0.8 KM (0.50 MI)
 LB2688'TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.5 KM (0.30 MI) TO
 LB2688'AIRPORT OFFICE.  FROM THE EAST SIDE OF OFFICE AND HANGAR, GO
 LB2688'SOUTHERLY ALONG TAXIWAY FOR 0.13 KM (0.10 MI) TO END OF RUNWAY 9 AND
 LB2688'THE STATION ON THE SOUTH SIDE OF RUNWAY.
 LB2688'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---KENPORT
 LB2688'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2688'FLUSH WITH THE GROUND.  LOCATED 11.95 M (39.2 FT) SOUTH FROM CENTER
 LB2688'OF RUNWAY 9, 4.27 M (14.0 FT) SOUTH FROM EDGE OF RUNWWAY AND 1.01 M
 LB2688'(3.3 FT) SOUTH FROM A RED AND BLUE END OF RUNWAY WARNING LIGHT AND
 LB2688'FIBERGLASS WITNESS POST.
 LB2688'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2688'DESCRIBED BY D.L. ADAMS.
 LB2688
 LB2688                          STATION RECOVERY (1997)
 LB2688
 LB2688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB2688'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF THE
 LB2688'ILLINOIS/INDIANA STATE LINE, 1.6 KM (1.00 MI) SOUTHEAST OF KENTLAND,
 LB2688'AT THE KENTLAND MUNICIPAL AIRPORT, IN THE GRASS JUST SOUTH OF AND IN
 LB2688'LINE WITH THE RUNWAY END LIGHTS AT RUNWAY END 9.  OWNERSHIP--CITY OF
 LB2688'KENTLAND, PO BOX 21, KENTLAND IN 47951.  AIRPORT MANAGER IS TERRY
 LB2688'HASTROM, PHONE 219-474-5062 OR ED WILSON 219-474-5511.  TO REACH THE
 LB2688'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 41 AND 52 NEAR THE EAST
 LB2688'EDGE OF KENTLAND, GO SOUTH FOR 0.77 KM (0.45 MI) ALONG HIGHWAYS 41 AND
 LB2688'52 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT AT THE SOUTH END OF A
 LB2688'TRUCK STOP.  TURN LEFT, EAST FOR 0.32 KM (0.20 MI) ALONG ENTRANCE ROAD
 LB2688'TO A CURVE RIGHT.  BEAR RIGHT, SOUTH FOR 0.16 KM (0.10 MI) TO THE
 LB2688'AIRPORT OFFICE ON THE LEFT.  FROM THE SOUTH SIDE OF THE OFFICE, GO
 LB2688'EAST FOR ABOUT 25.0 M (82.0 FT) TO A TAXI/RAMP.  TURN RIGHT, SOUTHERLY
 LB2688'FOR 0.08 KM (0.05 MI) ALONG THE TAXI/RAMP AND ACROSS THE RUNWAY TO THE
 LB2688'SOUTHWEST CORNER OF RUNWAY END 9 AND THE STATION, JUST SOUTH OF THE
 LB2688'RUNWAY END LIGHTS.  STATION IS 27.7 M (90.9 FT) NORTHEAST OF A REIL
 LB2688'LIGHT SOUTHWEST OF RUNWAY END 9, 11.8 M (38.7 FT) SOUTH OF THE
 LB2688'EXTENDED RUNWAY CENTER, 4.2 M (13.8 FT) SOUTH-SOUTHWEST OF THE
 LB2688'SOUTHWEST CORNER OF RUNWAY END 9, 1.1 M (3.6 FT) SOUTH OF AND IN LINE
 LB2688'WITH THE SOUTH 1 OF 3 RUNWAY END LIGHTS, 0.9 M (3.0 FT) SOUTH OF A
 LB2688'WITNESS POST, ABOUT 0.2 M (0.7 FT) BELOW THE RUNWAY LEVEL AND FLUSH
 LB2688'WITH THE GROUND SURFACE.  NOTE--THIS STATION IS DESIGNATED AS THE
 LB2688'PRIMARY AIRPORT CONTROL STATION.
 LB2688
 LB2688                          STATION RECOVERY (1997)
 LB2688
 LB2688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB2688'RECOVERED AS DESCRIBED.
 LB2688
 LB2688                          STATION RECOVERY (2003)
 LB2688
 LB2688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LB2688'RECOVERED AS DESCRIBED
 LB2688
 LB2688                          STATION RECOVERY (2009)
 LB2688
 LB2688'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LB2688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2689 ***********************************************************************
 LB2689  DESIGNATION -  KENPORT AZ MK
 LB2689  PID         -  LB2689
 LB2689  STATE/COUNTY-  IN/NEWTON
 LB2689  COUNTRY     -  US
 LB2689  USGS QUAD   -  KENTLAND (2019)
 LB2689
 LB2689                         *CURRENT SURVEY CONTROL
 LB2689  ______________________________________________________________________
 LB2689* NAD 83(1997) POSITION- 40 45 31.01311(N) 087 25 28.56220(W)   ADJUSTED
 LB2689* NAD 83(1997) ELLIP HT-   178.353 (meters)        (05/25/99)   ADJUSTED
 LB2689* NAVD 88 ORTHO HEIGHT -   211.5   (meters)      694.    (feet) VERTCON3
 LB2689  ______________________________________________________________________
 LB2689  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 LB2689  NAD 83(1997) X  -    217,403.131 (meters)                     COMP
 LB2689  NAD 83(1997) Y  - -4,833,383.031 (meters)                     COMP
 LB2689  NAD 83(1997) Z  -  4,142,271.752 (meters)                     COMP
 LB2689  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 LB2689  HORZ ORDER      -  THIRD
 LB2689  ELLP ORDER      -  FOURTH    CLASS I
 LB2689
 LB2689.This mark is at Kentland Airport (50I)
 LB2689
 LB2689.The horizontal coordinates were established by GPS observations
 LB2689.and adjusted by the National Geodetic Survey in May 1999.
 LB2689
 LB2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2689
 LB2689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2689.GEOID18 height accuracy estimate available here.
 LB2689
 LB2689.Click photographs - Photos may exist for this station.
 LB2689
 LB2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2689
 LB2689.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2689
 LB2689.The ellipsoidal height was determined by GPS observations
 LB2689.and is referenced to NAD 83.
 LB2689
 LB2689. The following values were computed from the NAD 83(1997) position.
 LB2689
 LB2689;                    North         East     Units Scale Factor Converg.
 LB2689;SPC IN W     -   611,808.906   871,183.854   MT  0.99997688   -0 13 22.1
 LB2689;SPC IN W     - 2,007,243.05  2,858,209.03   sFT  0.99997688   -0 13 22.1
 LB2689;UTM  16      - 4,512,048.273   464,160.430   MT  0.99961581   -0 16 38.0
 LB2689
 LB2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2689!SPC IN W     -   0.99997202  x   0.99997688  =   0.99994890
 LB2689!UTM  16      -   0.99997202  x   0.99961581  =   0.99958784
 LB2689
 LB2689:                Primary Azimuth Mark                     Grid Az
 LB2689:SPC IN W     -  KENPORT                                  270 31 45.0
 LB2689:UTM  16      -  KENPORT                                  270 35 00.9
 LB2689
 LB2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6416012048(NAD 83)
 LB2689
 LB2689|---------------------------------------------------------------------|
 LB2689| PID    Reference Object                     Distance      Geod. Az  |
 LB2689|                                                           dddmmss.s |
 LB2689| LB2688 KENPORT                             APPROX. 0.8 KM 2701822.9 |
 LB2689|---------------------------------------------------------------------|
 LB2689
 LB2689                          SUPERSEDED SURVEY CONTROL
 LB2689
 LB2689  NAD 83(1986)-  40 45 31.01968(N)    087 25 28.57192(W) AD(       ) 3
 LB2689  NAD 27      -  40 45 30.89235(N)    087 25 28.48885(W) AD(       ) 3
 LB2689  NGVD 29 (02/23/89)  211.6    (m)  RAPSU86  model used  GPS OBS        
 LB2689
 LB2689.Superseded values are not recommended for survey control.
 LB2689
 LB2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2689.See file dsdata.pdf to determine how the superseded data were derived.
 LB2689
 LB2689_MARKER: DZ = AZIMUTH MARK DISK
 LB2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2689_STAMPING: KENPORT 1986
 LB2689_MARK LOGO: NGS
 LB2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2689+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2689
 LB2689  HISTORY     - Date     Condition        Report By
 LB2689  HISTORY     - 1988     MONUMENTED       NGS
 LB2689
 LB2689                          STATION DESCRIPTION
 LB2689
 LB2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2689'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) WEST OF INTERSTATE
 LB2689'HIGHWAY 65, 8.0 KM (4.95 MI) EAST OF THE ILLINOIS-INDIANA STATE LINE,
 LB2689'1.6 KM (1.00 MI) SOUTHEAST OF KENTLAND AND AT THE KENTLAND MUNICIPAL
 LB2689'AIRPORT.  OWNERSHIP--CITY OF KENTLAND, P.O. BOX 22, KENTLAND, IN
 LB2689'47951, PHONE 219-474-6996.  AIRPORT MANAGER IS JOHN SJAARDEMA.
 LB2689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 52 AND 41
 LB2689'IN KENTLAND, GO SOUTH ON U.S. HIGHWAYS 42 AND 41 FOR 0.8 KM (0.50 MI)
 LB2689'TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.5 KM (0.30 MI) TO
 LB2689'AIRPORT OFFICE.  FROM THE EAST SIDE OF OFFICE AND HANGAR, GO
 LB2689'SOUTHERLY ALONG TAXIWAY FOR 0.13 KM (0.10 MI) TO END OF RUNWAY 9.
 LB2689'TURN LEFT AND GO EASTERLY ALONG THE RUNWAY FOR 0.83 KM (0.50 MI) TO
 LB2689'THE MARK ON THE RIGHT.
 LB2689'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---KENPORT
 LB2689'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2689'FLUSH WITH THE GROUND.  LOCATED 11.95 M (39.2 FT) SOUTH FROM CENTER
 LB2689'OF RUNWAY 9, 4.45 M (14.6 FT) SOUTH FROM EDGE OF RUNWWAY AND 1.22 M
 LB2689'(4.0 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS
 LB2689'POST.
 LB2689'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2689'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2314 ***********************************************************************
 HZ2314  DESIGNATION -  KENT
 HZ2314  PID         -  HZ2314
 HZ2314  STATE/COUNTY-  IN/JEFFERSON
 HZ2314  COUNTRY     -  US
 HZ2314  USGS QUAD   -  KENT (2019)
 HZ2314
 HZ2314                         *CURRENT SURVEY CONTROL
 HZ2314  ______________________________________________________________________
 HZ2314* NAD 83(1997) POSITION- 38 44 17.62926(N) 085 34 19.98403(W)   ADJUSTED
 HZ2314* NAVD 88 ORTHO HEIGHT -   229.57  (+/-2cm)      753.2   (feet) VERTCON3
 HZ2314  ______________________________________________________________________
 HZ2314  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 HZ2314  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 HZ2314  HORZ ORDER      -  SECOND
 HZ2314  VERT ORDER      -  THIRD ? (See Below)
 HZ2314
 HZ2314.The horizontal coordinates were established by classical geodetic methods
 HZ2314.and adjusted by the National Geodetic Survey in May 1999.
 HZ2314
 HZ2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2314
 HZ2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2314.GEOID18 height accuracy estimate available here.
 HZ2314
 HZ2314.The vertical order pertains to the NGVD 29 superseded value.
 HZ2314
 HZ2314.Click photographs - Photos may exist for this station.
 HZ2314
 HZ2314.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2314
 HZ2314. The following values were computed from the NAD 83(1997) position.
 HZ2314
 HZ2314;                    North         East     Units Scale Factor Converg.
 HZ2314;SPC IN E     -   387,441.666   108,211.555   MT  0.99996750   +0 03 32.8
 HZ2314;SPC IN E     - 1,271,131.53    355,024.08   sFT  0.99996750   +0 03 32.8
 HZ2314;UTM  16      - 4,288,696.010   624,091.239   MT  0.99978962   +0 53 36.8
 HZ2314
 HZ2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2314!SPC IN E     -   0.99996929  x   0.99996750  =   0.99993680
 HZ2314!UTM  16      -   0.99996929  x   0.99978962  =   0.99975892
 HZ2314
 HZ2314:                Primary Azimuth Mark                     Grid Az
 HZ2314:SPC IN E     -  KENT AZ MK                               103 30 47.1
 HZ2314:UTM  16      -  KENT AZ MK                               102 40 43.1
 HZ2314
 HZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2409188696(NAD 83)
 HZ2314
 HZ2314|---------------------------------------------------------------------|
 HZ2314| PID    Reference Object                     Distance      Geod. Az  |
 HZ2314|                                                           dddmmss.s |
 HZ2314| CG8704 KENT RM 1                            31.135 METERS 03754     |
 HZ2314| CG8703 KENT AZ MK                                         1033419.9 |
 HZ2314| HZ2048 HANOVER COLLEGE WATER TANK          APPROX. 9.8 KM 1045547.7 |
 HZ2314| CG8705 KENT RM 2                            25.920 METERS 11438     |
 HZ2314|---------------------------------------------------------------------|
 HZ2314
 HZ2314                          SUPERSEDED SURVEY CONTROL
 HZ2314
 HZ2314  NAD 83(1995)-  38 44 17.62935(N)    085 34 19.98003(W) AD(       ) 2
 HZ2314  NAD 83(1993)-  38 44 17.62936(N)    085 34 19.98050(W) AD(       ) 2
 HZ2314  NAD 83(1986)-  38 44 17.63063(N)    085 34 19.98605(W) AD(       ) 2
 HZ2314  NAD 27      -  38 44 17.41900(N)    085 34 20.12000(W) AD(       ) 2
 HZ2314  NGVD 29             229.72   (m)          753.7    (f) LEVELING    3  
 HZ2314
 HZ2314.Superseded values are not recommended for survey control.
 HZ2314
 HZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2314.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2314
 HZ2314_MARKER: DS = TRIANGULATION STATION DISK
 HZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2314_STAMPING: KENT 1947
 HZ2314_MARK LOGO: CGS
 HZ2314_PROJECTION: FLUSH
 HZ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2314+STABILITY: SURFACE MOTION
 HZ2314
 HZ2314  HISTORY     - Date     Condition        Report By
 HZ2314  HISTORY     - 1947     MONUMENTED       CGS
 HZ2314  HISTORY     - 1977     MARK NOT FOUND   BRADY
 HZ2314
 HZ2314                          STATION DESCRIPTION
 HZ2314
 HZ2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2314'THE STATION IS LOCATED ABOUT 10 MILES WEST OF MADISON AND ABOUT 100
 HZ2314'YARDS NORTH OF STATE HIGHWAY 256, IN THE WEST CORNER OF MR. N.
 HZ2314'HEATH BARN LOT. IT IS 106 FEET WEST OF THE SOUTHWEST CORNER OF MR.
 HZ2314'HEATHS BARN, 36 FEET NORTH OF A WIRE FENCE CORNER, 30 FEET
 HZ2314'EAST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD, AND 15.5
 HZ2314'FEET EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND
 HZ2314'THE DISK IS STAMPED KENT 1947.
 HZ2314'
 HZ2314'REFERENCE MARK NO. 1 IS 102.15 FEET NORTHEAST OF THE STATION, 75 FEET
 HZ2314'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, AND 1 FOOT SOUTH
 HZ2314'OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2314'STAMPED KENT NO 1 1947.
 HZ2314'
 HZ2314'REFERENCE MARK NO. 2 IS 85.04 FEET EAST-SOUTHEAST OF THE STATION,
 HZ2314'28.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, AND 2
 HZ2314'FEET WEST OF A WIRE FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND,
 HZ2314'AND THE DISK IS STAMPED KENT NO 2 1947.
 HZ2314'
 HZ2314'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-SOUTHEAST OF THE
 HZ2314'STATION, 23 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 256,
 HZ2314'AND 2 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND
 HZ2314'THE DISK IS STAMPED KENT 1947.
 HZ2314'
 HZ2314'TO REACH THE STATION FROM THE COURTHOUSE IN MADISON, GO WEST ON STATE
 HZ2314'HIGHWAY 56 FOR 2.9 MILES TO THE JUNCTION OF STATE HIGHWAY 256.
 HZ2314'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 256 FOR 6.6 MILES TO A
 HZ2314'CROSSROAD INTERSECTION. TURN RIGHT, NORTH, AND GO ON THE
 HZ2314'SECTION LINE ROAD FOR 0.05 MILE TO MR. HEATHS BARN ON THE RIGHT AND
 HZ2314'THE STATION.
 HZ2314'
 HZ2314'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE SECTION
 HZ2314'LINE ROAD FOR 0.05 MILE TO STATE HIGHWAY 256.  TURN LEFT, EAST,
 HZ2314'AND GO ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2314'
 HZ2314'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 HZ2314
 HZ2314                          STATION RECOVERY (1977)
 HZ2314
 HZ2314'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (JJ)
 HZ2314'KENT 1947 NOT FOUND.
 HZ2314'
 HZ2314'KENT 1947 (AZIM) NOT FOUND.
 HZ2314'
 HZ2314'KENT NO 1 1947 NOT FOUND.
 HZ2314'
 HZ2314'KENT NO 2 1947 FOUND - APPEARS TO BE LEANING.
 HZ2314'
 HZ2314'NEW HOME NOW SITS IN OLD BARN YARD.  STATION COULD BE UNDER NEW LAWN,
 HZ2314'FENCES HAVE BEEN REMOVED.  NOT ENOUGH REFERENCES TO DIG UP LAWN.
 HZ2314'
 HZ2314'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES W OF MADISON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2197 ***********************************************************************
 LB2197  DESIGNATION -  KENTLAND
 LB2197  PID         -  LB2197
 LB2197  STATE/COUNTY-  IN/NEWTON
 LB2197  COUNTRY     -  US
 LB2197  USGS QUAD   -  KENTLAND (2019)
 LB2197
 LB2197                         *CURRENT SURVEY CONTROL
 LB2197  ______________________________________________________________________
 LB2197* NAD 83(1997) POSITION- 40 45 45.96108(N) 087 26 21.71304(W)   ADJUSTED
 LB2197* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2197  ______________________________________________________________________
 LB2197  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 LB2197  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LB2197  HORZ ORDER      -  THIRD
 LB2197
 LB2197.The horizontal coordinates were established by classical geodetic methods
 LB2197.and adjusted by the National Geodetic Survey in May 1999.
 LB2197
 LB2197.The orthometric height was scaled from a topographic map.
 LB2197
 LB2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2197.GEOID18 height accuracy estimate available here.
 LB2197
 LB2197.Click photographs - Photos may exist for this station.
 LB2197
 LB2197.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2197
 LB2197. The following values were computed from the NAD 83(1997) position.
 LB2197
 LB2197;                    North         East     Units Scale Factor Converg.
 LB2197;SPC IN W     -   612,274.945   869,939.060   MT  0.99997778   -0 13 56.9
 LB2197;SPC IN W     - 2,008,772.05  2,854,125.07   sFT  0.99997778   -0 13 56.9
 LB2197;UTM  16      - 4,512,515.326   462,916.528   MT  0.99961693   -0 17 12.8
 LB2197
 LB2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2197!SPC IN W     -   0.99997244  x   0.99997778  =   0.99995022
 LB2197!UTM  16      -   0.99997244  x   0.99961693  =   0.99958938
 LB2197
 LB2197:                Primary Azimuth Mark                     Grid Az
 LB2197:SPC IN W     -  KENTLAND AZ MK                           010 39 15.8
 LB2197:UTM  16      -  KENTLAND AZ MK                           010 42 31.7
 LB2197
 LB2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6291612515(NAD 83)
 LB2197
 LB2197|---------------------------------------------------------------------|
 LB2197| PID    Reference Object                     Distance      Geod. Az  |
 LB2197|                                                           dddmmss.s |
 LB2197| CM2950 KENTLAND AZ MK                                     0102518.9 |
 LB2197| CM2952 KENTLAND RM 2                         7.098 METERS 18206     |
 LB2197| LB2196 KENTLAND MUNICIPAL TANK             APPROX. 0.8 KM 3263948.2 |
 LB2197| CM2951 KENTLAND RM 1                         7.902 METERS 35727     |
 LB2197|---------------------------------------------------------------------|
 LB2197
 LB2197                          SUPERSEDED SURVEY CONTROL
 LB2197
 LB2197  NAD 83(1986)-  40 45 45.96760(N)    087 26 21.72345(W) AD(       ) 3
 LB2197  NAD 27      -  40 45 45.83330(N)    087 26 21.64100(W) AD(       ) 3
 LB2197
 LB2197.Superseded values are not recommended for survey control.
 LB2197
 LB2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2197.See file dsdata.pdf to determine how the superseded data were derived.
 LB2197
 LB2197_MARKER: DS = TRIANGULATION STATION DISK
 LB2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2197_STAMPING: KENTLAND 1955
 LB2197_MARK LOGO: CGS
 LB2197_PROJECTION: FLUSH
 LB2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2197+STABILITY: SURFACE MOTION
 LB2197
 LB2197  HISTORY     - Date     Condition        Report By
 LB2197  HISTORY     - 1955     MONUMENTED       CGS
 LB2197  HISTORY     - 1984     GOOD             BRADY
 LB2197
 LB2197                          STATION DESCRIPTION
 LB2197
 LB2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2197'STATION IS LOCATED ALONG THE SOUTH LANE OF U. S. HIGHWAY NOS. 52 AND
 LB2197'41, 0.4 MILE SOUTH OF THE JUNCTION OF U. S. HIGHWAYS 52 AND 41 AND
 LB2197'STATE HIGHWAY 24 WHICH IS AT THE EAST EDGE OF KENTLAND.  IT IS 81
 LB2197'FEET WEST OF THE CENTER OF THE SOUTH LANE OF U. S. HIGHWAY NOS. 52
 LB2197'AND 41, 8 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD, 5 FEET
 LB2197'NORTHEAST OF A TELEPHONE POLE AND 4 FEET NORTHEAST OF A WHITE
 LB2197'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED KENTLAND
 LB2197'1955.
 LB2197'
 LB2197'REFERENCE MARK NO. 1 IS 82 FEET WEST OF THE SOUTH LANE OF THE HIGHWAY
 LB2197'AND 30 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 LB2197'DISK IS STAMPED KENTLAND NO 1 1955.
 LB2197'
 LB2197'REFERENCE MARK NO. 2 IS 82 FEET WEST OF THE CENTER OF THE SOUTH LANE
 LB2197'OF THE HIGHWAY, 18 FEET SOUTH OF THE TELEPHONE POLE AND 5 FEET EAST
 LB2197'OF THE EAST EDGE OF THE CULTIVATED FIELD.  THE MARK IS FLUSH AND
 LB2197'THE DISK IS STAMPED KENTLAND NO 2 1955.
 LB2197'
 LB2197'AZIMUTH MARK IS 94 FEET SOUTH OF THE INTERSECTION OF U. S. HIGHWAY
 LB2197'NOS. 52 AND 41 AND STATE HIGHWAY 24 AT THE EAST EDGE OF KENTLAND, 40
 LB2197'FEET EAST OF THE SOUTH LANE OF HIGHWAY NOS. 52 AND 41, 33 FEET WEST
 LB2197'OF THE NORTH LANE OF THE HIGHWAY AND 16 FEET SOUTH OF THE SOUTH RAIL
 LB2197'OF A RAILROAD TRACK.  THE MARK IS FLUSH IN A DRILL HOLE IN A CONCRETE
 LB2197'TRAIN SIGNAL BASE WHICH IS ABOUT 10 INCHES ABOVE THE GROUND AND THE
 LB2197'DISK IS STAMPED KENTLAND 1955.
 LB2197'
 LB2197'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2197
 LB2197                          STATION RECOVERY (1984)
 LB2197
 LB2197'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (LS)
 LB2197'KENTLAND 1955 RECOVERED GOOD.
 LB2197'
 LB2197'KENTLAND 1955 (AZIM) RECOVERED GOOD.
 LB2197'
 LB2197'KENTLAND NO 1 1955 NO TIME FOR SEARCH.
 LB2197'
 LB2197'KENTLAND NO 2 1955 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2196 ***********************************************************************
 LB2196  DESIGNATION -  KENTLAND MUNICIPAL TANK
 LB2196  PID         -  LB2196
 LB2196  STATE/COUNTY-  IN/NEWTON
 LB2196  COUNTRY     -  US
 LB2196  USGS QUAD   -  KENTLAND (2019)
 LB2196
 LB2196                         *CURRENT SURVEY CONTROL
 LB2196  ______________________________________________________________________
 LB2196* NAD 83(1997) POSITION- 40 46 06.32318(N) 087 26 39.33052(W)   ADJUSTED
 LB2196  ______________________________________________________________________
 LB2196  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 LB2196  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LB2196  HORZ ORDER      -  THIRD
 LB2196
 LB2196.The horizontal coordinates were established by classical geodetic methods
 LB2196.and adjusted by the National Geodetic Survey in May 1999.
 LB2196
 LB2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2196.GEOID18 height accuracy estimate available here.
 LB2196
 LB2196.Click photographs - Photos may exist for this station.
 LB2196
 LB2196.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2196
 LB2196. The following values were computed from the NAD 83(1997) position.
 LB2196
 LB2196;                    North         East     Units Scale Factor Converg.
 LB2196;SPC IN W     -   612,904.725   869,528.448   MT  0.99997809   -0 14 08.5
 LB2196;SPC IN W     - 2,010,838.25  2,852,777.92   sFT  0.99997809   -0 14 08.5
 LB2196;UTM  16      - 4,513,145.268   462,506.662   MT  0.99961730   -0 17 24.4
 LB2196
 LB2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6250613145(NAD 83)
 LB2196
 LB2196                          SUPERSEDED SURVEY CONTROL
 LB2196
 LB2196  NAD 83(1986)-  40 46 06.32958(N)    087 26 39.34061(W) AD(       ) 3
 LB2196  NAD 27      -  40 46 06.19400(N)    087 26 39.25700(W) AD(       ) 3
 LB2196
 LB2196.Superseded values are not recommended for survey control.
 LB2196
 LB2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2196.See file dsdata.pdf to determine how the superseded data were derived.
 LB2196
 LB2196_MARKER: 53 = ELEVATED TANK
 LB2196
 LB2196  HISTORY     - Date     Condition        Report By
 LB2196  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2196  HISTORY     - 1955     GOOD             CGS
 LB2196
 LB2196                          STATION DESCRIPTION
 LB2196
 LB2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2196'THIS IS AN INTERSECTION STATION.
 LB2196'
 LB2196'THE STATION IS LOCATED IN THE TOWN OF KENTLAND, AT THE JUNCTION OF
 LB2196'U. S. HIGHWAYS 24 AND 41.  IT IS A FOUR LEGGED STEEL STRUCTURE,
 LB2196'PAINTED SILVER, HAVING THE LEGEND LETTERED ON ALL FOUR SIDES
 LB2196'KENTLAND IND.  THE POINT OBSERVED ON THE WAS THE BASE OF THE BALL ON
 LB2196'TOP.
 LB2196
 LB2196                          STATION RECOVERY (1955)
 LB2196
 LB2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2196'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 LB2196'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2188 ***********************************************************************
 LB2188  DESIGNATION -  KENTS
 LB2188  PID         -  LB2188
 LB2188  STATE/COUNTY-  IN/NEWTON
 LB2188  COUNTRY     -  US
 LB2188  USGS QUAD   -  MOUNT AYR (2019)
 LB2188
 LB2188                         *CURRENT SURVEY CONTROL
 LB2188  ______________________________________________________________________
 LB2188* NAD 83(1997) POSITION- 40 59 54.23064(N) 087 19 26.80327(W)   ADJUSTED
 LB2188* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 LB2188  ______________________________________________________________________
 LB2188  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 LB2188  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LB2188  HORZ ORDER      -  SECOND
 LB2188
 LB2188.The horizontal coordinates were established by classical geodetic methods
 LB2188.and adjusted by the National Geodetic Survey in May 1999.
 LB2188
 LB2188.The orthometric height was scaled from a topographic map.
 LB2188
 LB2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2188.GEOID18 height accuracy estimate available here.
 LB2188
 LB2188.Click photographs - Photos may exist for this station.
 LB2188
 LB2188.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2188
 LB2188. The following values were computed from the NAD 83(1997) position.
 LB2188
 LB2188;                    North         East     Units Scale Factor Converg.
 LB2188;SPC IN W     -   638,408.152   879,742.217   MT  0.99997172   -0 09 28.7
 LB2188;SPC IN W     - 2,094,510.75  2,886,287.59   sFT  0.99997172   -0 09 28.7
 LB2188;UTM  16      - 4,538,629.739   472,741.002   MT  0.99960915   -0 12 45.5
 LB2188
 LB2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2188!SPC IN W     -   0.99997184  x   0.99997172  =   0.99994356
 LB2188!UTM  16      -   0.99997184  x   0.99960915  =   0.99958100
 LB2188
 LB2188:                Primary Azimuth Mark                     Grid Az
 LB2188:SPC IN W     -  COLFAX                                   329 44 06.9
 LB2188:UTM  16      -  COLFAX                                   329 47 23.7
 LB2188
 LB2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7274138629(NAD 83)
 LB2188
 LB2188|---------------------------------------------------------------------|
 LB2188| PID    Reference Object                     Distance      Geod. Az  |
 LB2188|                                                           dddmmss.s |
 LB2188| ME2554 COLFAX                              APPROX. 7.0 KM 3293438.2 |
 LB2188|---------------------------------------------------------------------|
 LB2188
 LB2188                          SUPERSEDED SURVEY CONTROL
 LB2188
 LB2188  NAD 83(1986)-  40 59 54.23610(N)    087 19 26.81124(W) AD(       ) 2
 LB2188  NAD 27      -  40 59 54.10780(N)    087 19 26.71360(W) AD(       ) 2
 LB2188
 LB2188.Superseded values are not recommended for survey control.
 LB2188
 LB2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2188.See file dsdata.pdf to determine how the superseded data were derived.
 LB2188
 LB2188_MARKER: DS = TRIANGULATION STATION DISK
 LB2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2188_STAMPING: KENTS 1952
 LB2188_MARK LOGO: CGS
 LB2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2188+STABILITY: SURFACE MOTION
 LB2188
 LB2188  HISTORY     - Date     Condition        Report By
 LB2188  HISTORY     - 1952     MONUMENTED       CGS
 LB2188
 LB2188                          STATION DESCRIPTION
 LB2188
 LB2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2188'STATION IS LOCATED ABOUT 6 MILES EAST OF ENOS AND 3 MILES NORTHWEST
 LB2188'OF MT. AYR ON PROPERTY OF J. H. AND IRA BEASY.  IT IS 146 FEET SOUTH
 LB2188'OF THE CENTER OF STATE HIGHWAY 55, 3 FEET SOUTHEAST OF A WHITE
 LB2188'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4
 LB2188'INCHES AND THE DISK IS STAMPED KENTS 1952.
 LB2188'
 LB2188'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2188'55, 26 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE
 LB2188'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED KENTS NO 1
 LB2188'1952.
 LB2188'
 LB2188'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE RIDGE, 1 FOOT EAST
 LB2188'OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LB2188'STAMPED KENTS NO 2 1952.
 LB2188'
 LB2188'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF STATE HIGHWAY 55, 4
 LB2188'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 LB2188'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 10 INCHES AND
 LB2188'THE DISK IS STAMPED KENTS 1952.
 LB2188'
 LB2188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 55
 LB2188'WHICH IS ABOUT 5 MILES EAST OF ENOS, GO SOUTH ON HIGHWAY 55 FOR 1.0
 LB2188'MILE, TURN LEFT, EAST, AND CONTINUE ON HIGHWAY FOR 0.4 MILE TO THE
 LB2188'AZIMUTH MARK ON THE LEFT, NORTH SIDE OF ROAD AS DESCRIBED,
 LB2188'CONTINUE EAST ON HIGHWAY FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT
 LB2188'(STATION IS 146 FEET SOUTH ALONG FENCE LINE FROM THIS POINT),
 LB2188'CONTINUE EAST ON HIGHWAY FOR ABOUT 150 FEET TO A SIDE ROAD RIGHT,
 LB2188'TURN RIGHT AND GO SOUTHEAST AND SOUTH ON SAND ROAD FOR ABOUT 0.15
 LB2188'MILE TO TOP OF RIDGE, TURN RIGHT AND GO WEST ALONG TOP OF RIDGE FOR
 LB2188'0.15 MILE TO FENCE LINE AND STATION AS DESCRIBED.
 LB2188'
 LB2188'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1931 ***********************************************************************
 KA1931  DESIGNATION -  KERK
 KA1931  PID         -  KA1931
 KA1931  STATE/COUNTY-  IN/MARION
 KA1931  COUNTRY     -  US
 KA1931  USGS QUAD   -  BEECH GROVE (2019)
 KA1931
 KA1931                         *CURRENT SURVEY CONTROL
 KA1931  ______________________________________________________________________
 KA1931* NAD 83(1997) POSITION- 39 43 23.48910(N) 086 07 08.29166(W)   ADJUSTED
 KA1931* NAVD 88 ORTHO HEIGHT -   232.67  (+/-2cm)      763.4   (feet) VERTCON3
 KA1931  ______________________________________________________________________
 KA1931  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 KA1931  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 KA1931  HORZ ORDER      -  SECOND
 KA1931  VERT ORDER      -  THIRD ? (See Below)
 KA1931
 KA1931.The horizontal coordinates were established by classical geodetic methods
 KA1931.and adjusted by the National Geodetic Survey in May 1999.
 KA1931
 KA1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1931
 KA1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1931.GEOID18 height accuracy estimate available here.
 KA1931
 KA1931.The vertical order pertains to the NGVD 29 superseded value.
 KA1931
 KA1931.Click photographs - Photos may exist for this station.
 KA1931
 KA1931.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1931
 KA1931. The following values were computed from the NAD 83(1997) position.
 KA1931
 KA1931;                    North         East     Units Scale Factor Converg.
 KA1931;SPC IN E     -   496,881.877    61,221.793   MT  0.99998517   -0 17 20.6
 KA1931;SPC IN E     - 1,630,186.62    200,858.50   sFT  0.99998517   -0 17 20.6
 KA1931;UTM  16      - 4,397,405.934   575,507.802   MT  0.99967019   +0 33 47.1
 KA1931
 KA1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1931!SPC IN E     -   0.99996875  x   0.99998517  =   0.99995393
 KA1931!UTM  16      -   0.99996875  x   0.99967019  =   0.99963896
 KA1931
 KA1931:                Primary Azimuth Mark                     Grid Az
 KA1931:SPC IN E     -  SHERMAN                                  089 32 34.7
 KA1931:UTM  16      -  SHERMAN                                  088 41 27.0
 KA1931
 KA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7550797405(NAD 83)
 KA1931
 KA1931|---------------------------------------------------------------------|
 KA1931| PID    Reference Object                     Distance      Geod. Az  |
 KA1931|                                                           dddmmss.s |
 KA1931| KA1935 SHERMAN                             APPROX. 1.5 KM 0891514.1 |
 KA1931| CC9501 KERK RM                               5.255 METERS 35908     |
 KA1931|---------------------------------------------------------------------|
 KA1931
 KA1931                          SUPERSEDED SURVEY CONTROL
 KA1931
 KA1931  NAD 83(1986)-  39 43 23.49266(N)    086 07 08.31600(W) AD(       ) 2
 KA1931  NAD 27      -  39 43 23.33400(N)    086 07 08.36900(W) AD(       ) 2
 KA1931  USSD        -  39 43 23.39300(N)    086 07 08.13100(W) AD(       ) 3
 KA1931  NGVD 29             232.80   (m)          763.8    (f) LEVELING    3  
 KA1931
 KA1931.Superseded values are not recommended for survey control.
 KA1931
 KA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1931.See file dsdata.pdf to determine how the superseded data were derived.
 KA1931
 KA1931_MARKER: DS = TRIANGULATION STATION DISK
 KA1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1931_STAMPING: KERK 1920
 KA1931_MARK LOGO: CGS
 KA1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1931+STABILITY: SURFACE MOTION
 KA1931
 KA1931  HISTORY     - Date     Condition        Report By
 KA1931  HISTORY     - 1920     MONUMENTED       CGS
 KA1931  HISTORY     - 1935     GOOD             CGS
 KA1931  HISTORY     - 1935     GOOD             CGS
 KA1931  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1931  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1931
 KA1931                          STATION DESCRIPTION
 KA1931
 KA1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1931'ON THE N SIDE OF TROY STREET, 0.1 METERS 0.33 FOOT FROM THE EDGE OF
 KA1931'THE CONCRETE ROAD, AND 0.7 METER 2.30 FEET E OF THE PROLONGATION
 KA1931'OF THE E FENCE LINE OF THE H. KERKHOFF PROPERTY, ABOUT ONE-EIGHTH
 KA1931'MILE E OF KEYSTONE AVENUE, AND SEVEN-EIGHTHS MILE W OF SHERMAN
 KA1931'DRIVE. THE STATION IS MARKED BY A STANDARD BRONZE TABLET SET IN THE
 KA1931'CONCRETE ROAD.  THE REFERENCE MARK, A BRONZE TABLET SET IN
 KA1931'CONCRETE, IS JUST E OF THE FENCE LINE
 KA1931'MENTIONED ABOVE, 5.255 METERS 17.14 FEET FROM THE STATION
 KA1931'N 360 DEG 53 MIN W.
 KA1931
 KA1931                          STATION RECOVERY (1935)
 KA1931
 KA1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1931'THE STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. THE
 KA1931'STATION IS 183 PACES E FROM THE INTERSECTION OF KEYSTONE
 KA1931'AVENUE AND TROY STREET AND ON THE N SIDE OF GOLF GROUNDS.
 KA1931
 KA1931                          STATION RECOVERY (1959)
 KA1931
 KA1931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1931'STATION IS COVERED BY NEW ROAD SURFACING.
 KA1931
 KA1931                          STATION RECOVERY (1975)
 KA1931
 KA1931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1931'STATION AND REFERENCE NOT RECOVERED.
 KA1931'
 KA1931'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.E. SIDE OF
 KA1931'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2299 ***********************************************************************
 ME2299  DESIGNATION -  KESLER
 ME2299  PID         -  ME2299
 ME2299  STATE/COUNTY-  IN/FULTON
 ME2299  COUNTRY     -  US
 ME2299  USGS QUAD   -  RUTLAND (2019)
 ME2299
 ME2299                         *CURRENT SURVEY CONTROL
 ME2299  ______________________________________________________________________
 ME2299* NAD 83(1997) POSITION- 41 07 43.79352(N) 086 19 06.29344(W)   ADJUSTED
 ME2299* NAVD 88 ORTHO HEIGHT -   244.25  (+/-2cm)      801.3   (feet) VERTCON3
 ME2299  ______________________________________________________________________
 ME2299  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 ME2299  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 ME2299  HORZ ORDER      -  THIRD
 ME2299  VERT ORDER      -  THIRD ? (See Below)
 ME2299
 ME2299.The horizontal coordinates were established by classical geodetic methods
 ME2299.and adjusted by the National Geodetic Survey in May 1999.
 ME2299
 ME2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2299
 ME2299.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2299.GEOID18 height accuracy estimate available here.
 ME2299
 ME2299.The vertical order pertains to the NGVD 29 superseded value.
 ME2299
 ME2299.Click photographs - Photos may exist for this station.
 ME2299
 ME2299.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2299
 ME2299. The following values were computed from the NAD 83(1997) position.
 ME2299
 ME2299;                    North         East     Units Scale Factor Converg.
 ME2299;SPC IN E     -   653,069.863    45,273.620   MT  1.00000351   -0 25 43.3
 ME2299;SPC IN E     - 2,142,613.38    148,535.20   sFT  1.00000351   -0 25 43.3
 ME2299;UTM  16      - 4,553,282.575   557,210.779   MT  0.99964028   +0 26 54.0
 ME2299
 ME2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2299!SPC IN E     -   0.99996696  x   1.00000351  =   0.99997047
 ME2299!UTM  16      -   0.99996696  x   0.99964028  =   0.99960725
 ME2299
 ME2299:                Primary Azimuth Mark                     Grid Az
 ME2299:SPC IN E     -  KESLER AZ MK                             338 28 08.7
 ME2299:UTM  16      -  KESLER AZ MK                             337 35 31.4
 ME2299
 ME2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5721053282(NAD 83)
 ME2299
 ME2299|---------------------------------------------------------------------|
 ME2299| PID    Reference Object                     Distance      Geod. Az  |
 ME2299|                                                           dddmmss.s |
 ME2299| CM2956 KESLER RM 1                          27.135 METERS 03215     |
 ME2299| CM2957 KESLER RM 2                          25.788 METERS 17259     |
 ME2299| CM2955 KESLER AZ MK                                       3380225.4 |
 ME2299|---------------------------------------------------------------------|
 ME2299
 ME2299                          SUPERSEDED SURVEY CONTROL
 ME2299
 ME2299  NAD 83(1986)-  41 07 43.80005(N)    086 19 06.30056(W) AD(       ) 3
 ME2299  NAD 27      -  41 07 43.65030(N)    086 19 06.29830(W) AD(       ) 3
 ME2299  NGVD 29             244.37   (m)          801.7    (f) LEVELING    3  
 ME2299
 ME2299.Superseded values are not recommended for survey control.
 ME2299
 ME2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2299.See file dsdata.pdf to determine how the superseded data were derived.
 ME2299
 ME2299_MARKER: DS = TRIANGULATION STATION DISK
 ME2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2299_STAMPING: KESLER 1952
 ME2299_MARK LOGO: CGS
 ME2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2299+STABILITY: SURFACE MOTION
 ME2299
 ME2299  HISTORY     - Date     Condition        Report By
 ME2299  HISTORY     - 1952     MONUMENTED       CGS
 ME2299
 ME2299                          STATION DESCRIPTION
 ME2299
 ME2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2299'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ROCHESTER ON PROPERTY
 ME2299'OWNED BY R.W.  KESLER.  IT IS 56 FEET SOUTHWEST OF A POWER LINE POLE,
 ME2299'38 FEET EAST OF A 6 INCH WILD CHERRY TREE, 32 FEET WEST OF THE CENTER
 ME2299'OF A GRAVEL ROAD AND 7 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 ME2299'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KESLER 1952.
 ME2299'
 ME2299'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF AN 18 INCH WALNUT TREE,
 ME2299'25 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF A
 ME2299'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED KESLER
 ME2299'NO 1 1952.
 ME2299'
 ME2299'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME2299'AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES
 ME2299'AND THE DISK IS STAMPED KESLER NO 2 1952.
 ME2299'
 ME2299'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET
 ME2299'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE
 ME2299'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KESLER 1952.
 ME2299'
 ME2299'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND 14
 ME2299'IN THE SOUTH SECTION OF ROCHESTER GO WEST ON HIGHWAY 14 FOR 5.1 MILES
 ME2299'TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH FOR 3.5 MILES TO A
 ME2299'T-ROAD INTERSECTION, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A T-ROAD
 ME2299'INTERSECTION, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A T-ROAD
 ME2299'INTERSECTION, TURN LEFT AND GO WEST FOR 0.35 MILE TO A GRAVEL ROAD
 ME2299'RIGHT, TURN RIGHT AND GO 0.35 MILE TO THE STATION ON THE LEFT AS
 ME2299'DESCRIBED, CONTINUE FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME2299'DESCRIBED.
 ME2299'
 ME2299'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0331 ***********************************************************************
 ME0331  DESIGNATION -  KEWANNA
 ME0331  PID         -  ME0331
 ME0331  STATE/COUNTY-  IN/FULTON
 ME0331  COUNTRY     -  US
 ME0331  USGS QUAD   -  KEWANNA (2019)
 ME0331
 ME0331                         *CURRENT SURVEY CONTROL
 ME0331  ______________________________________________________________________
 ME0331* NAD 83(1997) POSITION- 41 01 19.89018(N) 086 24 33.18319(W)   ADJUSTED
 ME0331* NAVD 88 ORTHO HEIGHT -   235.418 (meters)      772.37  (feet) ADJUSTED
 ME0331  ______________________________________________________________________
 ME0331  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 ME0331  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 ME0331  DYNAMIC HEIGHT  -        235.318 (meters)      772.04  (feet) COMP
 ME0331  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 ME0331
 ME0331  HORZ ORDER      -  SECOND
 ME0331  VERT ORDER      -  SECOND    CLASS 0
 ME0331
 ME0331.The horizontal coordinates were established by classical geodetic methods
 ME0331.and adjusted by the National Geodetic Survey in May 1999.
 ME0331
 ME0331.The orthometric height was determined by differential leveling and
 ME0331.adjusted by the NATIONAL GEODETIC SURVEY
 ME0331.in June 1991.
 ME0331
 ME0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0331.GEOID18 height accuracy estimate available here.
 ME0331
 ME0331.Click photographs - Photos may exist for this station.
 ME0331
 ME0331.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0331
 ME0331.The dynamic height is computed by dividing the NAVD 88
 ME0331.geopotential number by the normal gravity value computed on the
 ME0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0331.degrees latitude (g = 980.6199 gals.).
 ME0331
 ME0331.The modeled gravity was interpolated from observed gravity values.
 ME0331
 ME0331. The following values were computed from the NAD 83(1997) position.
 ME0331
 ME0331;                    North         East     Units Scale Factor Converg.
 ME0331;SPC IN E     -   641,288.220    37,548.139   MT  1.00001465   -0 29 14.6
 ME0331;SPC IN E     - 2,103,959.77    123,189.19   sFT  1.00001465   -0 29 14.6
 ME0331;SPC IN W     -   641,241.514   956,696.123   MT  1.00000621   +0 26 32.9
 ME0331;SPC IN W     - 2,103,806.53  3,138,760.53   sFT  1.00000621   +0 26 32.9
 ME0331;UTM  16      - 4,541,388.634   549,669.164   MT  0.99963036   +0 23 16.0
 ME0331
 ME0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0331!SPC IN E     -   0.99996835  x   1.00001465  =   0.99998300
 ME0331!SPC IN W     -   0.99996835  x   1.00000621  =   0.99997456
 ME0331!UTM  16      -   0.99996835  x   0.99963036  =   0.99959872
 ME0331
 ME0331:                Primary Azimuth Mark                     Grid Az
 ME0331:SPC IN E     -  NOBLE                                    179 38 36.2
 ME0331:SPC IN W     -  NOBLE                                    178 42 48.7
 ME0331:UTM  16      -  NOBLE                                    178 46 05.6
 ME0331
 ME0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4966941388(NAD 83)
 ME0331
 ME0331|---------------------------------------------------------------------|
 ME0331| PID    Reference Object                     Distance      Geod. Az  |
 ME0331|                                                           dddmmss.s |
 ME0331| ME2304 NOBLE                               APPROX. 1.2 KM 1790921.6 |
 ME0331| ME2305 KEWANNA BAPTIST CHURCH SPIRE        390.586 METERS 18626     |
 ME0331| ME0332 KEWANNA RM                            6.745 METERS 33511     |
 ME0331|---------------------------------------------------------------------|
 ME0331
 ME0331                          SUPERSEDED SURVEY CONTROL
 ME0331
 ME0331  NAD 83(1986)-  41 01 19.88612(N)    086 24 33.18983(W) AD(       ) 2
 ME0331  NAD 27      -  41 01 19.74820(N)    086 24 33.17390(W) AD(       ) 2
 ME0331  USSD        -  41 01 19.76700(N)    086 24 33.03000(W) AD(       ) 3
 ME0331  NGVD 29 (??/??/92)  235.542  (m)          772.77   (f) ADJ UNCH    2 0
 ME0331  NGVD 29             235.54   (m)          772.8    (f) LEVELING    3  
 ME0331
 ME0331.Superseded values are not recommended for survey control.
 ME0331
 ME0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0331.See file dsdata.pdf to determine how the superseded data were derived.
 ME0331
 ME0331_MARKER: DS = TRIANGULATION STATION DISK
 ME0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0331_STAMPING: KEWANNA 1920
 ME0331_MARK LOGO: CGS
 ME0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0331+STABILITY: SURFACE MOTION
 ME0331
 ME0331  HISTORY     - Date     Condition        Report By
 ME0331  HISTORY     - 1920     MONUMENTED       CGS
 ME0331  HISTORY     - 1934     GOOD             INGS
 ME0331  HISTORY     - 1938     GOOD             CGS
 ME0331  HISTORY     - 1946     POOR             CGS
 ME0331
 ME0331                          STATION DESCRIPTION
 ME0331
 ME0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0331'ABOUT THREE-EIGHTHS
 ME0331'OF A MILE N OF
 ME0331'KEWANNA, ON THE W SIDE OF THE VANDALIA RAILROAD
 ME0331'TRACK, 130 YARDS N OF MILEPOST
 ME0331'T.H. 135, 200 YARDS E OF THE CHESAPEAKE
 ME0331'AND OHIO RAILWAY STATION AT KEWANNA, 35 YARDS N
 ME0331'OF THE VANDALIA AND
 ME0331'THE CHESAPEAKE AND OHIO RAILROAD CROSSING, 4.04 METERS (13.25
 ME0331'FEET) W OF THE W
 ME0331'AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE
 ME0331'MARKS ARE BRONZE TABLETS SET
 ME0331'IN CONCRETE.
 ME0331'THE REFERENCE MARK IS ON THE SAME
 ME0331'SIDE OF THE TRACK
 ME0331'NEAR THE FENCE LINE, 6.745 METERS (WHICH EQUALS 22.13 FEET, BUT
 ME0331'THE NOTES SHOW
 ME0331'A MEASUREMENT OF 20.56 FEET, AND IT IS NOT KNOWN
 ME0331'WHICH IS CORRECT), FROM THE STATION.
 ME0331
 ME0331                          STATION RECOVERY (1934)
 ME0331
 ME0331'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME0331'STATION RECOVERED AS DESCRIBED.
 ME0331
 ME0331                          STATION RECOVERY (1938)
 ME0331
 ME0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME0331'AT KEWANNA, AT THE NORTHWEST
 ME0331'CORNER OF THE
 ME0331'INTERSECTION OF THE PENNSYLVANIA RAILROAD AND THE
 ME0331'CHESAPEAKE AND OHIO RAILWAY,
 ME0331'ABOUT 16 YARDS NORTH OF THE CENTER OF
 ME0331'THE CROSSING, AND ABOUT 16 YARDS NORTHWEST OF
 ME0331'THE SWITCH TOWER,
 ME0331'ABOUT 4 YARDS WEST OF THE WEST RAIL OF THE P.R.R., AND ABOUT
 ME0331'LEVEL WITH
 ME0331'THE TRACK.  A STANDARD TRIANGULATION STATION DISK,
 ME0331'STAMPED KEWANNA 1920 AND SET
 ME0331'IN THE TOP OF A CONCRETE POST
 ME0331'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 ME0331
 ME0331                          STATION RECOVERY (1946)
 ME0331
 ME0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0331'AT KEWANNA.
 ME0331'AT KEWANNA, IN THE NORTHWEST QUARTER OF THE CROSSING OF THE
 ME0331'PENNSYLVANIA RAILROAD AND THE CHESAPEAKE AND OHIO RAILWAY, 53
 ME0331'FEET NORTHWEST AND ACROSS THE P.R.R. TRACK FROM THE NORTHWEST
 ME0331'CORNER OF A SIGNAL CONTROL TOWER, 45 FEET NORTH OF THE NORTH RAIL
 ME0331'OF THE C. AND O. RY. TRACK, 13 FEET WEST OF THE WEST RAIL OF THE
 ME0331'P.R.R. TRACK, ABOUT LEVEL WITH THE TRACKS, 2 FEET EAST OF A WHITE
 ME0331'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
 ME0331'NOTE-- THIS MARK IS SET ON THE EDGE OF A GRADED DITCH SO THAT
 ME0331'IT IS IN DANGER OF BEING DISTURBED BY GRADEING MACHINERY.  ONE
 ME0331'SIDE OF THE POST IS EXPOSED ABOUT 1 1/2 FOOT BELOW THE TOP OF
 ME0331'THE POST AND IS LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2305 ***********************************************************************
 ME2305  DESIGNATION -  KEWANNA BAPTIST CHURCH SPIRE
 ME2305  PID         -  ME2305
 ME2305  STATE/COUNTY-  IN/FULTON
 ME2305  COUNTRY     -  US
 ME2305  USGS QUAD   -  KEWANNA (2019)
 ME2305
 ME2305                         *CURRENT SURVEY CONTROL
 ME2305  ______________________________________________________________________
 ME2305* NAD 83(1997) POSITION- 41 01 07.30858(N) 086 24 35.05806(W)   ADJUSTED
 ME2305  ______________________________________________________________________
 ME2305  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 ME2305  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 ME2305  HORZ ORDER      -  THIRD
 ME2305
 ME2305.The horizontal coordinates were established by classical geodetic methods
 ME2305.and adjusted by the National Geodetic Survey in May 1999.
 ME2305
 ME2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2305.GEOID18 height accuracy estimate available here.
 ME2305
 ME2305.Click photographs - Photos may exist for this station.
 ME2305
 ME2305.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2305
 ME2305. The following values were computed from the NAD 83(1997) position.
 ME2305
 ME2305;                    North         East     Units Scale Factor Converg.
 ME2305;SPC IN E     -   640,900.479    37,501.033   MT  1.00001472   -0 29 15.7
 ME2305;SPC IN E     - 2,102,687.65    123,034.64   sFT  1.00001472   -0 29 15.7
 ME2305;SPC IN W     -   640,853.063   956,655.316   MT  1.00000616   +0 26 31.5
 ME2305;SPC IN W     - 2,102,532.09  3,138,626.65   sFT  1.00000616   +0 26 31.5
 ME2305;UTM  16      - 4,541,000.368   549,628.001   MT  0.99963031   +0 23 14.6
 ME2305
 ME2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4962841000(NAD 83)
 ME2305
 ME2305                          SUPERSEDED SURVEY CONTROL
 ME2305
 ME2305  NAD 83(1986)-  41 01 07.30301(N)    086 24 35.06482(W) AD(       ) 3
 ME2305  NAD 27      -  41 01 07.16800(N)    086 24 35.04800(W) AD(       ) 3
 ME2305  USSD        -  41 01 07.18500(N)    086 24 34.90600(W) AD(       ) 3
 ME2305
 ME2305.Superseded values are not recommended for survey control.
 ME2305
 ME2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2305.See file dsdata.pdf to determine how the superseded data were derived.
 ME2305
 ME2305_MARKER: 90 = CHURCH SPIRE
 ME2305
 ME2305  HISTORY     - Date     Condition        Report By
 ME2305  HISTORY     - 1920     FIRST OBSERVED   CGS
 ME2305
 ME2305                          STATION DESCRIPTION
 ME2305
 ME2305'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0332 ***********************************************************************
 ME0332  DESIGNATION -  KEWANNA RM
 ME0332  PID         -  ME0332
 ME0332  STATE/COUNTY-  IN/FULTON
 ME0332  COUNTRY     -  US
 ME0332  USGS QUAD   -  KEWANNA (2019)
 ME0332
 ME0332                         *CURRENT SURVEY CONTROL
 ME0332  ______________________________________________________________________
 ME0332* NAD 83(1986) POSITION- 41 01 20.09   (N) 086 24 33.30   (W)   HD_HELD1
 ME0332* NAVD 88 ORTHO HEIGHT -   234.682 (meters)      769.95  (feet) ADJUSTED
 ME0332  ______________________________________________________________________
 ME0332  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 ME0332  DYNAMIC HEIGHT  -        234.583 (meters)      769.63  (feet) COMP
 ME0332  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 ME0332
 ME0332  VERT ORDER      -  SECOND    CLASS 0
 ME0332
 ME0332.The horizontal coordinates were determined by differentially corrected
 ME0332.hand held GPS observations or other comparable positioning techniques
 ME0332.and have an estimated accuracy of +/- 3 meters.
 ME0332
 ME0332.The orthometric height was determined by differential leveling and
 ME0332.adjusted by the NATIONAL GEODETIC SURVEY
 ME0332.in June 1991.
 ME0332
 ME0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0332.GEOID18 height accuracy estimate available here.
 ME0332
 ME0332.Click photographs - Photos may exist for this station.
 ME0332
 ME0332.The dynamic height is computed by dividing the NAVD 88
 ME0332.geopotential number by the normal gravity value computed on the
 ME0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0332.degrees latitude (g = 980.6199 gals.).
 ME0332
 ME0332.The modeled gravity was interpolated from observed gravity values.
 ME0332
 ME0332;                    North         East    Units  Estimated Accuracy
 ME0332;SPC IN E     -   641,294.4      37,545.5     MT  (+/- 3 meters HH1 GPS) 
 ME0332
 ME0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4966641394(NAD 83)
 ME0332
 ME0332                          SUPERSEDED SURVEY CONTROL
 ME0332
 ME0332  NGVD 29 (??/??/92)  234.80   (m)          770.3    (f) COMPUTED    2 0
 ME0332
 ME0332.Superseded values are not recommended for survey control.
 ME0332
 ME0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0332.See file dsdata.pdf to determine how the superseded data were derived.
 ME0332
 ME0332_MARKER: DR = REFERENCE MARK DISK
 ME0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0332_STAMPING: KEWANNA 1920
 ME0332_MARK LOGO: CGS
 ME0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0332+STABILITY: SURFACE MOTION
 ME0332
 ME0332  HISTORY     - Date     Condition        Report By
 ME0332  HISTORY     - 1920     MONUMENTED       CGS
 ME0332  HISTORY     - 1946     GOOD             CGS
 ME0332
 ME0332                          STATION DESCRIPTION
 ME0332
 ME0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0332'AT KEWANNA.
 ME0332'AT KEWANNA, IN THE NORTHWEST QUARTER OF THE CROSSING OF THE
 ME0332'PENNSYLVANIA RAILROAD AND THE CHESAPEAKE AND OHIO RAILWAY, 68
 ME0332'FEET NORTHWEST OF THE TRIANGULATION STATION MARK, 41 FEET WEST
 ME0332'OF THE WEST RAIL OF THE P.R.R. TRACK, 85 FEET NORTH OF THE NORTH
 ME0332'RAIL OF THE C. AND O. RY. TRACK, 6 FEET EAST OF A FENCE LINE,
 ME0332'ABOUT 1 FOOT ABOVE TRACK LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0332'POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1925 ***********************************************************************
 KA1925  DESIGNATION -  KEYSTONE
 KA1925  PID         -  KA1925
 KA1925  STATE/COUNTY-  IN/MARION
 KA1925  COUNTRY     -  US
 KA1925  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1925
 KA1925                         *CURRENT SURVEY CONTROL
 KA1925  ______________________________________________________________________
 KA1925* NAD 83(1997) POSITION- 39 49 30.93973(N) 086 07 18.34299(W)   ADJUSTED
 KA1925* NAVD 88 ORTHO HEIGHT -   221.13  (+/-2cm)      725.5   (feet) VERTCON3
 KA1925  ______________________________________________________________________
 KA1925  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 KA1925  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 KA1925  HORZ ORDER      -  SECOND
 KA1925  VERT ORDER      -  THIRD ? (See Below)
 KA1925
 KA1925.The horizontal coordinates were established by classical geodetic methods
 KA1925.and adjusted by the National Geodetic Survey in May 1999.
 KA1925
 KA1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1925
 KA1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1925.GEOID18 height accuracy estimate available here.
 KA1925
 KA1925.The vertical order pertains to the NGVD 29 superseded value.
 KA1925
 KA1925.Click photographs - Photos may exist for this station.
 KA1925
 KA1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1925
 KA1925. The following values were computed from the NAD 83(1997) position.
 KA1925
 KA1925;                    North         East     Units Scale Factor Converg.
 KA1925;SPC IN E     -   508,215.597    61,040.006   MT  0.99998535   -0 17 29.3
 KA1925;SPC IN E     - 1,667,370.67    200,262.09   sFT  0.99998535   -0 17 29.3
 KA1925;UTM  16      - 4,408,732.118   575,157.409   MT  0.99966954   +0 33 45.0
 KA1925
 KA1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1925!SPC IN E     -   0.99997059  x   0.99998535  =   0.99995594
 KA1925!UTM  16      -   0.99997059  x   0.99966954  =   0.99964014
 KA1925
 KA1925:                Primary Azimuth Mark                     Grid Az
 KA1925:SPC IN E     -  LAKE                                     359 51 35.0
 KA1925:UTM  16      -  LAKE                                     359 00 20.7
 KA1925
 KA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7515708732(NAD 83)
 KA1925
 KA1925|---------------------------------------------------------------------|
 KA1925| PID    Reference Object                     Distance      Geod. Az  |
 KA1925|                                                           dddmmss.s |
 KA1925| CC9502 KEYSTONE RM                           5.520 METERS 21817     |
 KA1925| KA1924 LAKE                                APPROX. 1.5 KM 3593405.7 |
 KA1925|---------------------------------------------------------------------|
 KA1925
 KA1925                          SUPERSEDED SURVEY CONTROL
 KA1925
 KA1925  NAD 83(1986)-  39 49 30.94136(N)    086 07 18.37238(W) AD(       ) 2
 KA1925  NAD 27      -  39 49 30.79500(N)    086 07 18.39600(W) AD(       ) 2
 KA1925  USSD        -  39 49 30.84100(N)    086 07 18.19100(W) AD(       ) 3
 KA1925  NGVD 29             221.27   (m)          726.0    (f) LEVELING    3  
 KA1925
 KA1925.Superseded values are not recommended for survey control.
 KA1925
 KA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1925.See file dsdata.pdf to determine how the superseded data were derived.
 KA1925
 KA1925_MARKER: DS = TRIANGULATION STATION DISK
 KA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1925_STAMPING: KEYSTONE 1920
 KA1925_MARK LOGO: CGS
 KA1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1925+STABILITY: SURFACE MOTION
 KA1925
 KA1925  HISTORY     - Date     Condition        Report By
 KA1925  HISTORY     - 1920     MONUMENTED       CGS
 KA1925  HISTORY     - 1937     SEE DESCRIPTION  INHD
 KA1925  HISTORY     - 1955     MARK NOT FOUND   CGS
 KA1925  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1925  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1925  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1925
 KA1925                          STATION DESCRIPTION
 KA1925
 KA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1925'AT THE INTERSECTION OF THIRTY-EIGHT STREET AND KEYSTONE AVENUE, 0.135
 KA1925'METER 0.44 FOOT INSIDE THE W EDGE OF THE CONCRETE PAVING ON
 KA1925'KEYSTONE AVENUE, 21.950 METERS 72.02 FEET S OF THE S AND NEAREST RAIL
 KA1925'OF THE TRACTION LINE, 0.88 METER 2.89 FEET E OF THE E EDGE OF
 KA1925'THE CULVERT, AND 18 METERS 59 FEET NW OF THE NW CORNER OF THE
 KA1925'KEYSTONE GROCERY AND MEATS BUILDING. THE STATION IS MARKED BY A
 KA1925'BRONZE TABLET SET IN THE CONCRETE PAVING. THE REFERENCE MARK IS A
 KA1925'BRONZE TABLET SET IN CONCRETE ON THE
 KA1925'W SIDE OF KEYSTONE AVENUE, 5.52 METERS 18.11 FEET FROM THE
 KA1925'STATION S 38 DEG 17 MIN W.
 KA1925
 KA1925                          STATION RECOVERY (1937)
 KA1925
 KA1925'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1937 (CEV)
 KA1925'C.E. VOGELGESANG, PLAN, ENGR., STATE HIGHWAY COMMISSION OF
 KA1925'INDIANA, STATE HOUSE ANNEX, INDIANAPOLIS, IND., 1/19/37-
 KA1925'
 KA1925'I AM FORWARDING TO YOU UNDER SEPARATE COVER, THE ORIGINAL TRAVERSE
 KA1925'STATION KEYSTONE WHICH HAS BEEN REPLACED BY OUR CONSTRUCTION
 KA1925'FORCES AT THE INTERSECTION OF 38TH STREET AND KEYSTONE AVENUE IN
 KA1925'INDIANAPOLIS.
 KA1925'
 KA1925'THE NEW STATION HAS BEEN PLACED EXACTLY IN THE LOCATION OF THE
 KA1925'ORIGINAL.
 KA1925'
 KA1925'NEW STANDARD STATION MARK SENT JULY 1935. OLD STATION MARK RECEIVED.
 KA1925
 KA1925                          STATION RECOVERY (1955)
 KA1925
 KA1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1925'THE STATION AND REFERENCE MARK WERE NOT RECOVERED. EXTENSIVE CHANGES
 KA1925'HAVE TAKEN PLACE THRU THE YEARS AND ALL TIE POINTS HAVE BEEN
 KA1925'REMOVED. THE ROADS HAVE BEEN WIDENED AND REPAVED. IT IS REMOTELY
 KA1925'POSSIBLE THAT THE MARK, SET IN THE OLD CONCRETE ROAD, IS STILL IN
 KA1925'PLACE BUT IS NOW COVERED BY MANY INCHES OF ASPHALT. THE INDIANA STATE
 KA1925'HIGHWAY COMMISSION, SURVEYS SECTION, LOCATED IN THE
 KA1925'STATE HOUSE ANNEX, WAS CONTACTED BECAUSE THEY HAVE TIED TO, AND
 KA1925'PRESERVED SOME MARKS IN THE AREA. THEY HAVE NO RECORD OF THIS
 KA1925'STATION.
 KA1925
 KA1925                          STATION RECOVERY (1959)
 KA1925
 KA1925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1925'STATION PROBABLY COVERED BY RESURFACING.
 KA1925
 KA1925                          STATION RECOVERY (1975)
 KA1925
 KA1925'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1925'STATION AND REFERENCE DESTROYED.
 KA1925'
 KA1925'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE SIDE OF INDIANAPOLIS.
 KA1925
 KA1925                          STATION RECOVERY (1995)
 KA1925
 KA1925'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1925'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2536 ***********************************************************************
 LB2536  DESIGNATION -  KILLMORE
 LB2536  PID         -  LB2536
 LB2536  STATE/COUNTY-  IN/CLINTON
 LB2536  COUNTRY     -  US
 LB2536  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2536
 LB2536                         *CURRENT SURVEY CONTROL
 LB2536  ______________________________________________________________________
 LB2536* NAD 83(1997) POSITION- 40 21 15.35211(N) 086 29 13.81454(W)   ADJUSTED
 LB2536* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LB2536  ______________________________________________________________________
 LB2536  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 LB2536  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LB2536  HORZ ORDER      -  SECOND
 LB2536
 LB2536.The horizontal coordinates were established by classical geodetic methods
 LB2536.and adjusted by the National Geodetic Survey in May 1999.
 LB2536
 LB2536.The orthometric height was scaled from a topographic map.
 LB2536
 LB2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2536.GEOID18 height accuracy estimate available here.
 LB2536
 LB2536.Click photographs - Photos may exist for this station.
 LB2536
 LB2536.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2536
 LB2536. The following values were computed from the NAD 83(1997) position.
 LB2536
 LB2536;                    North         East     Units Scale Factor Converg.
 LB2536;SPC IN W     -   567,023.762   950,643.027   MT  0.99999822   +0 23 09.7
 LB2536;SPC IN W     - 1,860,310.46  3,118,901.33   sFT  0.99999822   +0 23 09.7
 LB2536;UTM  16      - 4,467,204.512   543,547.991   MT  0.99962334   +0 19 55.4
 LB2536
 LB2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2536!SPC IN W     -   0.99996410  x   0.99999822  =   0.99996232
 LB2536!UTM  16      -   0.99996410  x   0.99962334  =   0.99958746
 LB2536
 LB2536:                Primary Azimuth Mark                     Grid Az
 LB2536:SPC IN W     -  KILLMORE AZ MK                           006 53 23.3
 LB2536:UTM  16      -  KILLMORE AZ MK                           006 56 37.6
 LB2536
 LB2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4354767204(NAD 83)
 LB2536
 LB2536|---------------------------------------------------------------------|
 LB2536| PID    Reference Object                     Distance      Geod. Az  |
 LB2536|                                                           dddmmss.s |
 LB2536| CC9503 KILLMORE AZ MK                                     0071633.0 |
 LB2536| CC9505 KILLMORE RM 2                        37.597 METERS 07814     |
 LB2536| CC9506 KILLMORE RM 3                        37.058 METERS 20859     |
 LB2536| CC9507 KILLMORE RM 4                        17.780 METERS 27609     |
 LB2536| CC9504 KILLMORE RM 1                        25.854 METERS 34452     |
 LB2536|---------------------------------------------------------------------|
 LB2536
 LB2536                          SUPERSEDED SURVEY CONTROL
 LB2536
 LB2536  NAD 83(1986)-  40 21 15.35843(N)    086 29 13.82773(W) AD(       ) 2
 LB2536  NAD 27      -  40 21 15.23250(N)    086 29 13.83020(W) AD(       ) 2
 LB2536
 LB2536.Superseded values are not recommended for survey control.
 LB2536
 LB2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2536.See file dsdata.pdf to determine how the superseded data were derived.
 LB2536
 LB2536_MARKER: DS = TRIANGULATION STATION DISK
 LB2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2536_STAMPING: KILLMORE 1948
 LB2536_MARK LOGO: CGS
 LB2536_PROJECTION: RECESSED 25 CENTIMETERS
 LB2536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2536+STABILITY: SURFACE MOTION
 LB2536
 LB2536  HISTORY     - Date     Condition        Report By
 LB2536  HISTORY     - 1948     MONUMENTED       CGS
 LB2536  HISTORY     - 1979     GOOD             NGS
 LB2536  HISTORY     - 1985     GOOD             INDNR
 LB2536
 LB2536                          STATION DESCRIPTION
 LB2536
 LB2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2536'STATION IS LOCATED 8 MILES SOUTHEAST OF ROSSVILLE, 5 MILES NORTH OF
 LB2536'FRANKFORT AND 1 MILE NORTHEAST OF KILLMORE.  IT IS 300 FEET NORTH OF
 LB2536'THE NORTHWEST CORNER OF A FRAME HOUSE, 90 FEET SOUTHEAST OF A 36
 LB2536'INCH ELM TREE, 41 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 23
 LB2536'FEET EAST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS UNDER
 LB2536'THE SURFACE OF THE GROUND 10 INCHES AND THE DISK IS STAMPED KILLMORE
 LB2536'1948.
 LB2536'
 LB2536'REFERENCE MARK NO. 1 IS 84.82 FEET NORTHWEST OF THE STATION.  IT IS
 LB2536'18 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 14 FEET SOUTH OF THE
 LB2536'36 INCH ELM TREE AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK
 LB2536'PROJECTS 6 INCHES AND THE DISK IS STAMPED KILLMORE NO 1 1948.
 LB2536'
 LB2536'REFERENCE MARK NO. 2 IS 123.32 FEET NORTHEAST OF THE STATION.  IT IS
 LB2536'4 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 LB2536'DISK IS STAMPED KILLMORE NO 2 1948.
 LB2536'
 LB2536'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 17 FEET
 LB2536'SOUTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET WEST OF A POWER LINE
 LB2536'POLE AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2536'10 INCHES AND THE DISK IS STAMPED KILLMORE.
 LB2536'
 LB2536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 26 IN
 LB2536'ROSSVILLE GO EAST ON HIGHWAY 26 FOR 3.75 MILES TO THE JUNCTION OF
 LB2536'STATE HIGHWAY 75, TURN RIGHT ON HIGHWAY 75 AND GO SOUTH FOR 5.9
 LB2536'MILES TO A GRAVEL CROSSROAD, TURN LEFT AND GO EAST ON THE GRAVEL
 LB2536'ROAD FOR 0.5 MILE TO THE VILLAGE OF KILLMORE CONTINUE THROUGH THE
 LB2536'VILLAGE FOR 0.85 MILES TO A GRAVEL ROAD NORTH, TURN LEFT AND GO
 LB2536'NORTH FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2536'
 LB2536'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVEL
 LB2536'ROAD FOR 0.3 MILE TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EAST FOR
 LB2536'0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2536'
 LB2536'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LB2536
 LB2536                          STATION RECOVERY (1979)
 LB2536
 LB2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB2536'STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK FOUND IN
 LB2536'GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED BY A SMALL SHED ON
 LB2536'LINE TO STATION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AFTER SETTING
 LB2536'AND ESTABLISHING REFERENCE MARKS 3 AND 4.  1 AND 2 WERE IN WAY OF
 LB2536'CONSTRUCTION OF A HOME.  THE DISTANCE TO RM 1 CHECKED.  RM 2 WAS
 LB2536'LONGER BY 0.03 FOOT.  THE ANGLE BETWEEN THE RMS WAS GREATER BY 3
 LB2536'MINUTES AND FOURTEEN SECONDS.
 LB2536'
 LB2536'THE STATION IS NOW ON PROPERTY OF DAVID LITTLE, HOME PHONE 654 5115
 LB2536'AND BUSINESS PHONE IS 654 4340 OR 659 1770.  THE STATION MARK MAY HAVE
 LB2536'TO BE LOWERED AT LATER DATE.
 LB2536'
 LB2536'THE STATION IS ABOUT 5 MILES NORTHEAST OF FRANKFORT AND ABOUT 1 MILE
 LB2536'NE OF KILLMORE.  IT IS 167 FEET N OF CENTERLINE OF A FARM ROAD, 144.5
 LB2536'FEET NNE OF POWERLINE POLE NUMBER 8060, 140 FEET S OF THE CENTERLINE
 LB2536'OF DRIVEWAY, 41 FEET E OF CENTERLINE OF ROAD, 160 FEET NNW OF POWER
 LB2536'LINE POLE NUMBER 22-921 AND 1 FOOT S OF A METAL WITNESS POST.  THE
 LB2536'MARK IS UNDERGROUND 8 INCHES THE DISK STAMPED KILLMORE 1948.
 LB2536'
 LB2536'REFERENCE MARK 3 IS 47 FEET N OF CENTERLINE OF GRAVELED DRIVEWAY
 LB2536'AND 16 FEET W OF CENTERLINE OF THE ROAD.  THE MARK IS FLUSH AND
 LB2536'THE DISK IS STAMPED KILLMORE 1948 NO 3 1979.
 LB2536'
 LB2536'REFERENCE MARK 4 IS 16 FEET W OF CENTERLINE OF ROAD AND 5 FEET N OF
 LB2536'A 6 INCH BEECH TREE.  THE MARK IS FLUSH AND THE DISK STAMPED KILLMORE
 LB2536'1948 NO 4 1979.
 LB2536'
 LB2536'THE AZIMUTH MARK IS 18 FEET S OF THE CENTERLINE OF ROAD, 3.5 FEET N
 LB2536'OF A FENCE AND 1 FOOT E OF A METAL WITNESS POST.  THE MARK PROJECTS
 LB2536'12 INCHES AND THE DISK STAMPED KILLMORE 1948.
 LB2536'
 LB2536'TO REACH THE STATION FROM THE NE CORNER OF THE COURT HOUSE IN
 LB2536'FRANKFORT GO NW ON U.S. HIGHWAY 421 AND STATE HIGHWAYS 38 AND 39 FOR
 LB2536'0.75 MILE TO STOP LIGHT.  GO N AT STOP LIGHT ON HIGHWAY 75 FOR 4.05
 LB2536'MILES TO CROSSROAD.  TURN RIGHT, GO E ON COUNTY ROAD 450 N FOR 0.5
 LB2536'TO CROSSROADS AT THE VILLAGE OF KILLMORE.  CONTINUE E FOR 0.65 MILE TO
 LB2536'A T INTERSECTION.  TURN LEFT, GO N AND E FOR 0.4 MILE TO A T
 LB2536'INTERSECTION.  TURN LEFT, GO N FOR 0.3 MILE TO STATION ON RIGHT AS
 LB2536'DESCRIBED.  CONTINUE AHEAD NORTH ON THE ROAD FOR 0.3 MILE TO
 LB2536'CROSSROADS.  TURN RIGHT AND GO 0.05 MILE TO AZIMUTH MARK ON RIGHT AS
 LB2536'DESCRIBED.
 LB2536
 LB2536                          STATION RECOVERY (1985)
 LB2536
 LB2536'RECOVERY NOTE BY IN DEPT OF NAT RES 1985 (RDN)
 LB2536'KILLMORE 1948 STATION AND AZIMUTH MARKS RECOVERED IN GOOD
 LB2536'CONDITION.  PLEASE NOTE THE FOLLOWING CHANGES.  STATION MARK IS 42
 LB2536'FT. EAST OF CENTERLINE OF CO RD 100 E 90 FT.  SOUTHWEST OF
 LB2536'SOUTHWEST CORNER OF A BRICK HOUSE 1.6 FT. SOUTH OF WITNESS POST AND
 LB2536'ABOUT 10 IN. BELOW GROUND.  THE AZIMUTH MARK WAS RECOVERED AS
 LB2536'DESCRIBED, BUT THE REFERENCE MARKS WERE NOT FOUND AFTER A BRIEF
 LB2536'SEARCH.  THE STATION AND AZIMUTH MARKS WERE TIED IN BY 3RD ORDER
 LB2536'LEVELS.  STA.  MARK = 864.791 FEET.  AZ. MK = 862.628
 LB2536'FEET, N.G.V.D. 29.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2323 ***********************************************************************
 HZ2323  DESIGNATION -  KIMBER
 HZ2323  PID         -  HZ2323
 HZ2323  STATE/COUNTY-  IN/SCOTT
 HZ2323  COUNTRY     -  US
 HZ2323  USGS QUAD   -  BLOCHER (2019)
 HZ2323
 HZ2323                         *CURRENT SURVEY CONTROL
 HZ2323  ______________________________________________________________________
 HZ2323* NAD 83(1997) POSITION- 38 38 57.01451(N) 085 41 28.57555(W)   ADJUSTED
 HZ2323* NAVD 88 ORTHO HEIGHT -   196.44  (+/-2cm)      644.5   (feet) VERTCON3
 HZ2323  ______________________________________________________________________
 HZ2323  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 HZ2323  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 HZ2323  HORZ ORDER      -  SECOND
 HZ2323  VERT ORDER      -  THIRD ? (See Below)
 HZ2323
 HZ2323.The horizontal coordinates were established by classical geodetic methods
 HZ2323.and adjusted by the National Geodetic Survey in May 1999.
 HZ2323
 HZ2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2323
 HZ2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2323.GEOID18 height accuracy estimate available here.
 HZ2323
 HZ2323.The vertical order pertains to the NGVD 29 superseded value.
 HZ2323
 HZ2323.Click photographs - Photos may exist for this station.
 HZ2323
 HZ2323.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2323
 HZ2323. The following values were computed from the NAD 83(1997) position.
 HZ2323
 HZ2323;                    North         East     Units Scale Factor Converg.
 HZ2323;SPC IN E     -   377,551.567    97,858.202   MT  0.99996672   -0 00 55.3
 HZ2323;SPC IN E     - 1,238,683.77    321,056.45   sFT  0.99996672   -0 00 55.3
 HZ2323;UTM  16      - 4,278,658.256   613,884.840   MT  0.99975971   +0 49 02.8
 HZ2323
 HZ2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2323!SPC IN E     -   0.99997448  x   0.99996672  =   0.99994120
 HZ2323!UTM  16      -   0.99997448  x   0.99975971  =   0.99973420
 HZ2323
 HZ2323:                Primary Azimuth Mark                     Grid Az
 HZ2323:SPC IN E     -  KIMBER AZ MK                             275 16 44.7
 HZ2323:UTM  16      -  KIMBER AZ MK                             274 26 46.6
 HZ2323
 HZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1388478658(NAD 83)
 HZ2323
 HZ2323|---------------------------------------------------------------------|
 HZ2323| PID    Reference Object                     Distance      Geod. Az  |
 HZ2323|                                                           dddmmss.s |
 HZ2323| HZ2324 INTER OF ST HWY 356 AND HWY 3        50.536 METERS 02334     |
 HZ2323| HZ2325 SCOTT SI                             45.522 METERS 04511     |
 HZ2323| CG8710 KIMBER RM 1                          41.270 METERS 13108     |
 HZ2323| CG8709 KIMBER AZ MK                                       2751549.4 |
 HZ2323|---------------------------------------------------------------------|
 HZ2323
 HZ2323                          SUPERSEDED SURVEY CONTROL
 HZ2323
 HZ2323  NAD 83(1995)-  38 38 57.01638(N)    085 41 28.57276(W) AD(       ) 2
 HZ2323  NAD 83(1993)-  38 38 57.01621(N)    085 41 28.57276(W) AD(       ) 2
 HZ2323  NAD 83(1986)-  38 38 57.01809(N)    085 41 28.57865(W) AD(       ) 2
 HZ2323  NAD 27      -  38 38 56.80500(N)    085 41 28.70300(W) AD(       ) 2
 HZ2323  NGVD 29             196.58   (m)          644.9    (f) LEVELING    3  
 HZ2323
 HZ2323.Superseded values are not recommended for survey control.
 HZ2323
 HZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2323.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2323
 HZ2323_MARKER: DS = TRIANGULATION STATION DISK
 HZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2323_STAMPING: KIMBER 1947
 HZ2323_MARK LOGO: CGS
 HZ2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2323+STABILITY: SURFACE MOTION
 HZ2323
 HZ2323  HISTORY     - Date     Condition        Report By
 HZ2323  HISTORY     - 1947     MONUMENTED       CGS
 HZ2323  HISTORY     - 1969     GOOD             CGS
 HZ2323
 HZ2323                          STATION DESCRIPTION
 HZ2323
 HZ2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2323'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 HZ2323'STATE HIGHWAY 3 AND 356, ABOUT 5 MILES NORTHWEST OF MARYSVILLE,
 HZ2323'AND 3.5 MILES WEST OF LEXINGTON VIA STATE HIGHWAY 356. IT IS LAND
 HZ2323'OWNED BY MRS. THERAN REED, 165.8 FEET WOUTHWEST OF THE
 HZ2323'INTERSECTION CENTERLINES OF STATE HIGHWAY 3 AND STATE HIGHWAY 356, 65
 HZ2323'FEET WEST OF THE APPROXIMATE OF STATE HIGHWAY 3, AND 27.8
 HZ2323'FEET SOUTH OF THE SOUTHEAST CORNER OF MRS. REEDS GARAGE. THE MARK
 HZ2323'PROJECTS 4 INCHES, AND THE DISK IS STAMPED KIMBER 1947.
 HZ2323'
 HZ2323'REFERENCE MARK NO. 1 IS 135.40 FEET SOUTHEAST OF THE STATION, 36 FEET
 HZ2323'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 3, 4 FEET
 HZ2323'WEST OF POWERLINE POLE NO. B7-316, AND 1.8 FEET NORTH OF A WITNESS
 HZ2323'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 HZ2323'KIMBER NO 1 1947.
 HZ2323'
 HZ2323'STATE HIGHWAY COMMISSION OF INDIANA B M SCOTT S I WAS USED FOR
 HZ2323'REFERENCE MARK NO. 2 IT IS 149.35 FEET NORTHEAST OF
 HZ2323'TRIANGULATION STATION KIMBER AND 2 FEET NORTH OF POWERLINE POLE NO.
 HZ2323'B7-317. THE MARK IS A STANDARD 4 BY 4 CONCRETE POST AND BRONZE
 HZ2323'DISK, PROJECTING 4 INCHES, AND THE DISK IS STAMPED SCOTT SI.
 HZ2323'
 HZ2323'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION VIA STATE HIGHWAY
 HZ2323'356. IT IS 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 HZ2323'THE HIGHWAY AND 1.5 FEET EAST OF A WITNESS POST.THE MARK PROJECTS 4
 HZ2323'INCHES, AND THE DISK IS STAMPED KIMBER 1947.
 HZ2323'
 HZ2323'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 HZ2323
 HZ2323                          STATION RECOVERY (1969)
 HZ2323
 HZ2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HZ2323'THE STATION MARK, REFERENCE MARK NO. 1 AND SCOTT SI (S.H.C.I.) WERE
 HZ2323'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 HZ2323'BUT HAD BEEN MOVED DURING THE GRADING FOR A PRIVATE LAND OWNER, AND
 HZ2323'HAD BEEN RESET IN THE GROUND WITH THE ARROW POINTING 180 DEGREES
 HZ2323'OFF.  POLARIS OBSERVATIONS WILL BE REQUIRED TO ESTABLISH A NEW
 HZ2323'AZIMUTH MARK.
 HZ2323'
 HZ2323'DUE TO A FARM TRUCK PARKED IN A DRIVEWAY AT THE STATION SITE, IT WAS
 HZ2323'NOT POSSIBLE TO CHECK THE ANGLE BETWEEN REFERENCE MARK NO. 1 AND
 HZ2323'SCOTT SI (S.H.C.I.).  ALL REFERENCE MEASUREMENTS TO THE MARK AGREED.
 HZ2323'
 HZ2323'IF AND WHEN THE STATION IS OCCUPIED FOR POLARIS OBSERVATIONS, THE
 HZ2323'ANGLES AND HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE STATION AND
 HZ2323'THE REFERENCE MARKS CAN BE ACCURATELY CHECKED AND/OR VERIFIED.
 HZ2323'
 HZ2323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 HZ2323'WEST OF LEXINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1630 ***********************************************************************
 MD1630  DESIGNATION -  KIMMELL
 MD1630  PID         -  MD1630
 MD1630  STATE/COUNTY-  IN/NOBLE
 MD1630  COUNTRY     -  US
 MD1630  USGS QUAD   -  LIGONIER (2019)
 MD1630
 MD1630                         *CURRENT SURVEY CONTROL
 MD1630  ______________________________________________________________________
 MD1630* NAD 83(1997) POSITION- 41 23 36.56509(N) 085 33 00.86720(W)   ADJUSTED
 MD1630* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1630  ______________________________________________________________________
 MD1630  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 MD1630  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 MD1630  HORZ ORDER      -  SECOND
 MD1630
 MD1630.The horizontal coordinates were established by classical geodetic methods
 MD1630.and adjusted by the National Geodetic Survey in May 1999.
 MD1630
 MD1630.The orthometric height was scaled from a topographic map.
 MD1630
 MD1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1630.GEOID18 height accuracy estimate available here.
 MD1630
 MD1630.Click photographs - Photos may exist for this station.
 MD1630
 MD1630.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1630
 MD1630. The following values were computed from the NAD 83(1997) position.
 MD1630
 MD1630;                    North         East     Units Scale Factor Converg.
 MD1630;SPC IN E     -   682,263.414   109,736.693   MT  0.99996783   +0 04 37.1
 MD1630;SPC IN E     - 2,238,392.55    360,027.80   sFT  0.99996783   +0 04 37.1
 MD1630;UTM  16      - 4,583,453.738   621,200.607   MT  0.99978078   +0 57 31.4
 MD1630
 MD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1630!SPC IN E     -   0.99996165  x   0.99996783  =   0.99992948
 MD1630!UTM  16      -   0.99996165  x   0.99978078  =   0.99974244
 MD1630
 MD1630:                Primary Azimuth Mark                     Grid Az
 MD1630:SPC IN E     -  KIMMELL AZ MK                            025 45 57.6
 MD1630:UTM  16      -  KIMMELL AZ MK                            024 53 03.3
 MD1630
 MD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2120083453(NAD 83)
 MD1630
 MD1630|---------------------------------------------------------------------|
 MD1630| PID    Reference Object                     Distance      Geod. Az  |
 MD1630|                                                           dddmmss.s |
 MD1630| CC9508 KIMMELL AZ MK                                      0255034.7 |
 MD1630| CC9509 KIMMELL RM 1                         31.882 METERS 07808     |
 MD1630| CC9510 KIMMELL RM 2                         32.312 METERS 35747     |
 MD1630|---------------------------------------------------------------------|
 MD1630
 MD1630                          SUPERSEDED SURVEY CONTROL
 MD1630
 MD1630  NAD 83(1995)-  41 23 36.56729(N)    085 33 00.87484(W) AD(       ) 2
 MD1630  NAD 83(1986)-  41 23 36.56660(N)    085 33 00.87771(W) AD(       ) 2
 MD1630  NAD 27      -  41 23 36.39310(N)    085 33 00.94590(W) AD(       ) 2
 MD1630
 MD1630.Superseded values are not recommended for survey control.
 MD1630
 MD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1630.See file dsdata.pdf to determine how the superseded data were derived.
 MD1630
 MD1630_MARKER: DS = TRIANGULATION STATION DISK
 MD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1630_STAMPING: KIMMELL 1947
 MD1630_MARK LOGO: CGS
 MD1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1630+STABILITY: SURFACE MOTION
 MD1630
 MD1630  HISTORY     - Date     Condition        Report By
 MD1630  HISTORY     - 1947     MONUMENTED       CGS
 MD1630  HISTORY     - 1960     GOOD             CGS
 MD1630
 MD1630                          STATION DESCRIPTION
 MD1630
 MD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1630'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LIGONIER.  IT IS 42 FEET
 MD1630'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 33, 35 FEET EAST OF A 24 INCH
 MD1630'OAK TREE, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 MD1630'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MD1630'KIMMELL 1947.
 MD1630'
 MD1630'REFERENCE MARK NO. 1 IS 104.60 FEET EAST OF THE STATION.  IT IS 25
 MD1630'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 33 AND 1 FOOT SOUTH OF A
 MD1630'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KIMMELL NO 1
 MD1630'1947.
 MD1630'
 MD1630'REFERENCE MARK NO. 2 IS 106.01 FEET NORTH OF THE STATION.  IT IS 39
 MD1630'FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT SOUTH OF A
 MD1630'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KIMMELL NO 2
 MD1630'1947.
 MD1630'
 MD1630'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS 27 FEET
 MD1630'EAST OF THE CENTER OF GRAVEL ROAD, 2 FEET NORTH OF A WHITE WITNESS
 MD1630'POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 MD1630'IS STAMPED KIMMELL 1947.
 MD1630'
 MD1630'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 33 1 MILE
 MD1630'SOUTH OF LIGONIER GO SOUTH SOUTHEAST ON U.S. HIGHWAY 33 FOR 5.05 MILE
 MD1630'TO STATION ON THE RIGHT AS DESCRIBED.
 MD1630'
 MD1630'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 33 FOR 0.2
 MD1630'MILE TO A GRAVEL CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO AZIMUTH
 MD1630'MARK ON THE RIGHT.
 MD1630'
 MD1630'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1630
 MD1630                          STATION RECOVERY (1960)
 MD1630
 MD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1630'RECOVERED ALL MARKS IN GOOD CONDITION THO ORIGINAL DESCRIPTION IS NOW
 MD1630'INADEQUATE.
 MD1630'
 MD1630'STATION IS AN ESTIMATED 0.4 MILE SW OF THE CENTER OF THE TOWN OF
 MD1630'KIMMEL, 0.3 MILE SE ALONG NO. 33 U. S. HIGHWAY FROM ITS BRIDGE OVER
 MD1630'BALTIMORE AND OHIO RAILROAD, ABOUT 60 YARDS NW OF SE END OF LONG
 MD1630'CURVE, AT MIDPOINT OF NE EDGE OF A SMALL WOODS, 98-1/2 FEET NW OF
 MD1630'CENTER OF SW END OF 15-INCH CONCRETE PIPE CULVERT UNDER HWY., 42 FEET
 MD1630'SW OF CENTER LINE OF 20-FOOT CONCRETE PAVEMENT, 0.6 FOOT HIGHER THAN
 MD1630'SAME, STANDARD DISKS STAMPED KIMMELL 1947 ARE SET IN 1A AND 7A MARKS
 MD1630'WITH THE UPPER ONE PROJECTING 0.5 FOOT.
 MD1630'
 MD1630'REFERENCE STAMPED KIMMELL NO 1 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1630'104.67 FEET (31.903 METERS) E OF STATION, 35-1/2 FEET NE OF CENTER
 MD1630'LINE OF HWY., AND 2.2 FEET NW OF STEEL WITNESS POST.
 MD1630'
 MD1630'REFERENCE STAMPED KIMMELL NO 2 1947, NOTE 11A, FLUSH, IS 106.01 FEET
 MD1630'(31.312 METERS) N OF STATION, 40 FEET NE OF CENTER LINE OF HWY., AND
 MD1630'56 FEET N OF PROJECTED LINE OF FENCE FROM THE WEST.
 MD1630'
 MD1630'AZIMUTH STAMPED KIMMELL 1947, NOTE 16A, FLUSH, IS ABOUT 0.3 MILE NNE
 MD1630'OF THE STATION, 179 FEET W OF CENTER LINE OF THE MAIN N-S STREET OF
 MD1630'TOWN, 26 FEET S OF CENTER LINE OF THE MAIN E-W STREET, 0.1 FOOT LOWER
 MD1630'THAN SAME, 59 FEET SSW OF SW CORNER OF A STORE, AND 25 FEET W OF
 MD1630'PROJECTED PLANE OF W WALL OF THE STORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2501 ***********************************************************************
 LB2501  DESIGNATION -  KINDERS
 LB2501  PID         -  LB2501
 LB2501  STATE/COUNTY-  IN/HAMILTON
 LB2501  COUNTRY     -  US
 LB2501  USGS QUAD   -  ARCADIA (2019)
 LB2501
 LB2501                         *CURRENT SURVEY CONTROL
 LB2501  ______________________________________________________________________
 LB2501* NAD 83(1997) POSITION- 40 09 33.08308(N) 086 01 13.92253(W)   ADJUSTED
 LB2501* NAVD 88 ORTHO HEIGHT -   262.35  (+/-2cm)      860.7   (feet) VERTCON3
 LB2501  ______________________________________________________________________
 LB2501  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LB2501  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 LB2501  HORZ ORDER      -  SECOND
 LB2501  VERT ORDER      -  THIRD ? (See Below)
 LB2501
 LB2501.The horizontal coordinates were established by classical geodetic methods
 LB2501.and adjusted by the National Geodetic Survey in May 1999.
 LB2501
 LB2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2501
 LB2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2501.GEOID18 height accuracy estimate available here.
 LB2501
 LB2501.The vertical order pertains to the NGVD 29 superseded value.
 LB2501
 LB2501.Click photographs - Photos may exist for this station.
 LB2501
 LB2501.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2501
 LB2501. The following values were computed from the NAD 83(1997) position.
 LB2501
 LB2501;                    North         East     Units Scale Factor Converg.
 LB2501;SPC IN E     -   545,252.905    69,853.161   MT  0.99997785   -0 13 41.6
 LB2501;SPC IN E     - 1,788,883.91    229,176.58   sFT  0.99997785   -0 13 41.6
 LB2501;UTM  16      - 4,445,885.795   583,413.140   MT  0.99968565   +0 37 54.1
 LB2501
 LB2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2501!SPC IN E     -   0.99996421  x   0.99997785  =   0.99994206
 LB2501!UTM  16      -   0.99996421  x   0.99968565  =   0.99964987
 LB2501
 LB2501:                Primary Azimuth Mark                     Grid Az
 LB2501:SPC IN E     -  ARCADA                                   355 35 22.7
 LB2501:UTM  16      -  ARCADA                                   354 43 47.0
 LB2501
 LB2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8341345885(NAD 83)
 LB2501
 LB2501|---------------------------------------------------------------------|
 LB2501| PID    Reference Object                     Distance      Geod. Az  |
 LB2501|                                                           dddmmss.s |
 LB2501| CC9511 KINDERS RM                           15.410 METERS 12152     |
 LB2501| CC8416 CENTRAL BANK SPIRE                                 3534930.1 |
 LB2501| LB2498 ARCADA                              APPROX. 3.2 KM 3552141.1 |
 LB2501|---------------------------------------------------------------------|
 LB2501
 LB2501                          SUPERSEDED SURVEY CONTROL
 LB2501
 LB2501  NAD 83(1986)-  40 09 33.08951(N)    086 01 13.93484(W) AD(       ) 2
 LB2501  NAD 27      -  40 09 32.94900(N)    086 01 13.99000(W) AD(       ) 2
 LB2501  USSD        -  40 09 32.98100(N)    086 01 13.79800(W) AD(       ) 3
 LB2501  NGVD 29             262.47   (m)          861.1    (f) LEVELING    3  
 LB2501
 LB2501.Superseded values are not recommended for survey control.
 LB2501
 LB2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2501.See file dsdata.pdf to determine how the superseded data were derived.
 LB2501
 LB2501_MARKER: DS = TRIANGULATION STATION DISK
 LB2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2501_STAMPING: KINDERS 1920
 LB2501_MARK LOGO: CGS
 LB2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2501+STABILITY: SURFACE MOTION
 LB2501
 LB2501  HISTORY     - Date     Condition        Report By
 LB2501  HISTORY     - 1920     MONUMENTED       CGS
 LB2501
 LB2501                          STATION DESCRIPTION
 LB2501
 LB2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2501'STATION IS ABOUT 1 MILE S OF ARCADIA, ON W SIDE OF LAKE ERIE AND
 LB2501'WESTERN RAILROAD, 8 TELEGRAPH POLES S OF A ROAD CROSSING, SAID
 LB2501'CROSSING BEING ABOUT 2/3 MILE S OF ARCADIA, ON ROAD PASSING
 LB2501'INTERURBAN STATION AT KINDERS, 10 TELEGRAPH POLES N OF SEMAPHORE
 LB2501'SIGNAL M 30, 2.310 METERS (7.58 FEET) FROM THE W AND NEAREST
 LB2501'RAIL.
 LB2501'
 LB2501'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2501'SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE E SIDE
 LB2501'OF THE TRACK NEAR THE TELEGRAPH LINE, 15.410 METERS (50.56 FEET)
 LB2501'FROM THE STATION S 58 DEG 08 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1721 ***********************************************************************
 HA1721  DESIGNATION -  KING
 HA1721  PID         -  HA1721
 HA1721  STATE/COUNTY-  IN/POSEY
 HA1721  COUNTRY     -  US
 HA1721  USGS QUAD   -  CABORN (2019)
 HA1721
 HA1721                         *CURRENT SURVEY CONTROL
 HA1721  ______________________________________________________________________
 HA1721* NAD 83(1997) POSITION- 37 59 25.92098(N) 087 51 04.47813(W)   ADJUSTED
 HA1721* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 HA1721  ______________________________________________________________________
 HA1721  GEOID HEIGHT    -        -30.704 (meters)                     GEOID18
 HA1721  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 HA1721  HORZ ORDER      -  SECOND
 HA1721
 HA1721.The horizontal coordinates were established by classical geodetic methods
 HA1721.and adjusted by the National Geodetic Survey in May 1999.
 HA1721
 HA1721.The orthometric height was scaled from a topographic map.
 HA1721
 HA1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1721.GEOID18 height accuracy estimate available here.
 HA1721
 HA1721.Click photographs - Photos may exist for this station.
 HA1721
 HA1721.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1721
 HA1721. The following values were computed from the NAD 83(1997) position.
 HA1721
 HA1721;                    North         East     Units Scale Factor Converg.
 HA1721;SPC IN W     -   304,721.575   832,545.608   MT  1.00002269   -0 28 21.7
 HA1721;SPC IN W     -   999,740.70  2,731,443.38   sFT  1.00002269   -0 28 21.7
 HA1721;UTM  16      - 4,205,106.499   425,252.779   MT  0.99966881   -0 31 26.4
 HA1721
 HA1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1721!SPC IN W     -   0.99998098  x   1.00002269  =   1.00000367
 HA1721!UTM  16      -   0.99998098  x   0.99966881  =   0.99964980
 HA1721
 HA1721:                Primary Azimuth Mark                     Grid Az
 HA1721:SPC IN W     -  MT VERNON 3 RM 6                         211 10 16.5
 HA1721:UTM  16      -  MT VERNON 3 RM 6                         211 13 21.2
 HA1721
 HA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2525205106(NAD 83)
 HA1721
 HA1721|---------------------------------------------------------------------|
 HA1721| PID    Reference Object                     Distance      Geod. Az  |
 HA1721|                                                           dddmmss.s |
 HA1721| CG8715 KING RM 1                            24.763 METERS 14219     |
 HA1721| HA1728 MT VERNON CO COURTHOUSE DOME        APPROX. 7.6 KM 2102715.4 |
 HA1721| HA1082 MT VERNON 3 RM 6                    APPROX. 6.9 KM 2104154.8 |
 HA1721| HA1733 MT VERNON TRINTY EVAN REF CH        APPROX. 7.3 KM 2105241.9 |
 HA1721| HA1729 MT VERNON MUNICIPAL TANK            APPROX. 6.8 KM 2154356.8 |
 HA1721| HA1730 MT VERNON RADIO STA KSC TOWER       APPROX. 7.1 KM 2204020.4 |
 HA1721| HA1731 MT VERNON RADIO STA WPCO MAST       APPROX. 9.1 KM 2263334.6 |
 HA1721| CG8716 KING RM 2                            25.170 METERS 25446     |
 HA1721| CG8717 KING RM 3                            80.986 METERS 26850     |
 HA1721|---------------------------------------------------------------------|
 HA1721
 HA1721                          SUPERSEDED SURVEY CONTROL
 HA1721
 HA1721  NAD 83(1993)-  37 59 25.92423(N)    087 51 04.47631(W) AD(       ) 2
 HA1721  NAD 83(1986)-  37 59 25.92875(N)    087 51 04.47898(W) AD(       ) 2
 HA1721  NAD 27      -  37 59 25.78141(N)    087 51 04.38447(W) AD(       ) 2
 HA1721
 HA1721.Superseded values are not recommended for survey control.
 HA1721
 HA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1721.See file dsdata.pdf to determine how the superseded data were derived.
 HA1721
 HA1721_MARKER: DS = TRIANGULATION STATION DISK
 HA1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1721_STAMPING: KING 1967
 HA1721_MARK LOGO: CGS
 HA1721_PROJECTION: FLUSH
 HA1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1721+STABILITY: SURFACE MOTION
 HA1721
 HA1721  HISTORY     - Date     Condition        Report By
 HA1721  HISTORY     - 1967     MONUMENTED       CGS
 HA1721
 HA1721                          STATION DESCRIPTION
 HA1721
 HA1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1721'STATION IS ABOUT 4 MILES NORTHEAST OF MT. VERNON, 3-3/4 MILES
 HA1721'SOUTH-SOUTHEAST OF SPRINGFIELD, 8-1/2 MILES SOUTH - SOUTHWEST
 HA1721'OF WADESVILLE AND ON THE PROPERTY OF MR. CHARLES C. AND JAMES L.
 HA1721'KING.
 HA1721'
 HA1721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 69 IN
 HA1721'MT. VERNON, GO EAST ON STATE HIGHWAY 62 FOR 0.65 MILE TO A SIDE
 HA1721'ROAD LEFT (TILE FACTORY ROAD).  TURN LEFT AND GO NORTHERLY ON A
 HA1721'BLACKTOP ROAD, MAKING SEVERAL JOGS TO THE EAST FOR 3.3 MILES TO A
 HA1721'REVERSE FORK.  CONTINUE NORTHEAST ON THE BLACKTOP ROAD FOR 1.1 MILES
 HA1721'TO THE MT. PLEASANT G.B. CHURCH ON THE RIGHT.  CONTINUE EASTERLY
 HA1721'ON THE BLACKTOP ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 HA1721'AND GO NORTH ON A BLACKTOP ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE
 HA1721'LEFT LEADING TO THE HOME OF MR. JAMES L. KING.  TURN LEFT AND GO WEST
 HA1721'ON THE DRIVEWAY AND A TRACK ROAD FOR 0.05 MILE TO THE STATION AT THE
 HA1721'SOUTH EDGE OF A CULTIVATED FIELD.
 HA1721'
 HA1721'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 HA1721'
 HA1721'STATION MARK, STAMPED KING 1967 IS SET FLUSH WITH THE SURFACE OF THE
 HA1721'GROUND.  IT IS 84 FEET NORTHEAST OF A METAL WITNESS POST, 83
 HA1721'FEET NORTHWEST OF A METAL WITNESS POST, 48 FEET WEST-NORTHWEST OF A
 HA1721'WIRE FENCE CORNER, 23 FEET NORTH OF A WIRE FENCE AND ABOUT 300
 HA1721'FEET NORTHWEST OF MR. KINGS HOUSE.
 HA1721'
 HA1721'RM 1, STAMPED KING NO 1 1967 IS SET FLUSH WITH THE GROUND.  IT IS 46
 HA1721'FEET SOUTH OF A WIRE FENCE CORNER, 1.9 FEET NORTH OF A METAL
 HA1721'WITNESS POST AND 1.1 FEET WEST OF A WIRE FENCE.
 HA1721'
 HA1721'RM 2, STAMPED KING NO 2 1967 IS SET FLUSH WITH THE GROUND.  IT IS 11
 HA1721'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 7.8 FEET NORTH OF A WIRE
 HA1721'FENCE AND 7 FEET NORTH OF A METAL WITNESS POST.
 HA1721'
 HA1721'RM 3, STAMPED KING NO 3 1967 PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 HA1721'IS 8 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 2 FEET EAST OF A
 HA1721'METAL WITNESS POST AND 1 FOOT NORTH OF THE WIRE FENCE.
 HA1721'
 HA1721'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1694 ***********************************************************************
 JA1694  DESIGNATION -  KING
 JA1694  PID         -  JA1694
 JA1694  STATE/COUNTY-  IN/ORANGE
 JA1694  COUNTRY     -  US
 JA1694  USGS QUAD   -  LIVONIA (2019)
 JA1694
 JA1694                         *CURRENT SURVEY CONTROL
 JA1694  ______________________________________________________________________
 JA1694* NAD 83(1997) POSITION- 38 33 27.40523(N) 086 21 08.01061(W)   ADJUSTED
 JA1694* NAVD 88 ORTHO HEIGHT -   260.95  (+/-2cm)      856.1   (feet) VERTCON3
 JA1694  ______________________________________________________________________
 JA1694  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 JA1694  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 JA1694  HORZ ORDER      -  SECOND
 JA1694  VERT ORDER      -  THIRD ? (See Below)
 JA1694
 JA1694.The horizontal coordinates were established by classical geodetic methods
 JA1694.and adjusted by the National Geodetic Survey in May 1999.
 JA1694
 JA1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1694
 JA1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1694.GEOID18 height accuracy estimate available here.
 JA1694
 JA1694.The vertical order pertains to the NGVD 29 superseded value.
 JA1694
 JA1694.Click photographs - Photos may exist for this station.
 JA1694
 JA1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1694
 JA1694. The following values were computed from the NAD 83(1997) position.
 JA1694
 JA1694;                    North         East     Units Scale Factor Converg.
 JA1694;SPC IN W     -   367,641.362   963,724.020   MT  1.00001665   +0 27 20.6
 JA1694;SPC IN W     - 1,206,170.04  3,161,817.89   sFT  1.00001665   +0 27 20.6
 JA1694;UTM  16      - 4,267,885.106   556,439.837   MT  0.99963923   +0 24 13.6
 JA1694
 JA1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1694!SPC IN W     -   0.99996431  x   1.00001665  =   0.99998095
 JA1694!UTM  16      -   0.99996431  x   0.99963923  =   0.99960355
 JA1694
 JA1694:                Primary Azimuth Mark                     Grid Az
 JA1694:SPC IN W     -  PAOLI                                    284 24 48.8
 JA1694:UTM  16      -  PAOLI                                    284 27 55.8
 JA1694
 JA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5643967885(NAD 83)
 JA1694
 JA1694|---------------------------------------------------------------------|
 JA1694| PID    Reference Object                     Distance      Geod. Az  |
 JA1694|                                                           dddmmss.s |
 JA1694| CG8711 KING AZ MK                                         0914403.2 |
 JA1694| CG8714 KING RM 3                            33.973 METERS 26121     |
 JA1694| CG8712 KING RM 1                            33.970 METERS 26125     |
 JA1694| JA1696 PAOLI                               APPROX.11.5 KM 2845209.4 |
 JA1694| CG8713 KING RM 2                            34.670 METERS 35445     |
 JA1694|---------------------------------------------------------------------|
 JA1694
 JA1694                          SUPERSEDED SURVEY CONTROL
 JA1694
 JA1694  NAD 83(1986)-  38 33 27.41037(N)    086 21 08.01443(W) AD(       ) 2
 JA1694  NAD 27      -  38 33 27.21000(N)    086 21 08.06500(W) AD(       ) 2
 JA1694  NGVD 29             261.05   (m)          856.5    (f) LEVELING    3  
 JA1694
 JA1694.Superseded values are not recommended for survey control.
 JA1694
 JA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1694.See file dsdata.pdf to determine how the superseded data were derived.
 JA1694
 JA1694_MARKER: DS = TRIANGULATION STATION DISK
 JA1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1694_STAMPING: KING 1946
 JA1694_MARK LOGO: CGS
 JA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1694+STABILITY: SURFACE MOTION
 JA1694
 JA1694  HISTORY     - Date     Condition        Report By
 JA1694  HISTORY     - 1946     MONUMENTED       CGS
 JA1694  HISTORY     - 1967     GOOD             CGS
 JA1694
 JA1694                          STATION DESCRIPTION
 JA1694
 JA1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1694'THE STATION IS LOCATED ABOUT 6.4 MILES EAST ALONG STATE HIGHWAY 56
 JA1694'FROM PAOLI, 1 MILE WEST OF MILLERSBURG ON THE TOP OF A HIGHWAY
 JA1694'CUT, APPROXIMATELY 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40
 JA1694'FEET WEST OF A FENCE CORNER, 38 FEET EAST OF A 48 INCH BLACK
 JA1694'OAK TREE, 20 FEET NORTH OF THE NORTH EDGE OF A HIGHWAY CUT AND 6 FEET
 JA1694'SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS 3 INCHES AND
 JA1694'THE DISK IS STAMPED KING 1946.
 JA1694'
 JA1694'REFERENCE MARK NO. 1 IS 111.45 FEET WEST OF THE STATION, ABOUT 50
 JA1694'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF
 JA1694'THE NORTH EDGE OF A HIGHWAY CUT, AND 74 FEET WEST OF A 48 INCH BLACK
 JA1694'OAK TREE. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JA1694'KING NO 1 1946.
 JA1694'
 JA1694'REFERENCE MARK NO. 2 IS 113.75 FEET NORTH OF THE STATION, 15 FEET
 JA1694'WEST OF A 10 INCH ELM TREE, 7 FEET SOUTH OF A FENCELINE AND
 JA1694'IS ON THE NORTH SLOPE OF THE HILL. THE MARK PROJECTS 5 INCHES AND THE
 JA1694'DISK IS STAMPED KING NO 2 1946.
 JA1694'
 JA1694'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, ABOUT 0.25 MILE
 JA1694'WEST OF MILLERSBURG, 35 FEET SOUTH OF THE CENTERLINE OF
 JA1694'THE HIGHWAY, 1.5 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 JA1694'FENCELINE. THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JA1694'STAMPED KING 1946.
 JA1694'
 JA1694'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN PAOLI, GO
 JA1694'EAST ON STATE HIGHWAY 56 FOR 6.3 MILES TO A SIDE ROAD LEFT AT
 JA1694'THE WEST END OF A HIGHWAY CUT, GO LEFT UP HILL AND THEN GO SHARP
 JA1694'RIGHT ABOUT 0.1 MILE TO TOP OF HILL AND STATION BY A LARGE OAK
 JA1694'TREE. THE AZIMUTH MARK IS REACHED BY CONTINUING EAST ON THE HIGHWAY
 JA1694'FROM THE SIDE ROAD FOR 0.8 MILE TO THE MARK ON RIGHT.
 JA1694'
 JA1694'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1694
 JA1694                          STATION RECOVERY (1967)
 JA1694
 JA1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1694'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JA1694'RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.  ABOUT 2
 JA1694'INCHES OF THE MONUMENT AND THE DISK OF REFERENCE MARK 1 HAVE BEEN
 JA1694'BROKEN OFF. THE DISK WAS NOT FOUND AND A NEW REFERENCE MARK WAS
 JA1694'ESTABLISHED AT THIS TIME USING THE SAME MONUMENT. THE DISTANCE TO
 JA1694'REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED TO THE
 JA1694'STATION BY 2 TREES AT THIS TIME. THE PREVIOUS DESCRIPTION IS GOOD
 JA1694'WITH THE BELOW CHANGES.
 JA1694'
 JA1694'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND THE
 JA1694'FENCE CORNER HAS BEEN REMOVED.
 JA1694'
 JA1694'REFERENCE MARK 2 AS DESCRIBED.
 JA1694'
 JA1694'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KING 1946 NO 3 1967, SET
 JA1694'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 JA1694'IT IS 75 FEET WEST OF THE OAK TREE, 50 FEET NORTH OF THE CENTERLINE
 JA1694'OF THE HIGHWAY AND 4 FEET NORTH OF THE NORTH EDGE OF A
 JA1694'HIGHWAY CUT.
 JA1694'
 JA1694'THE AZIMUTH MARK IS 150 FEET WEST OF THE NORTHWEST CORNER OF A 2
 JA1694'STORY FRAME HOUSE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 JA1694'THE FENCE AT THE MARK IS GONE AND THE DISTANCE TO THE CENTERLINE OF
 JA1694'THE HIGHWAY REMAINS THE SAME.
 JA1694'
 JA1694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 6-1/2 MILES EAST
 JA1694'OF PAOLI.
 JA1694'
 JA1694'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2431 ***********************************************************************
 ME2431  DESIGNATION -  KINGSBURY
 ME2431  PID         -  ME2431
 ME2431  STATE/COUNTY-  IN/LA PORTE
 ME2431  COUNTRY     -  US
 ME2431  USGS QUAD   -  LAPORTE EAST (2019)
 ME2431
 ME2431                         *CURRENT SURVEY CONTROL
 ME2431  ______________________________________________________________________
 ME2431* NAD 83(2011) POSITION- 41 32 13.73383(N) 086 42 02.92957(W)   ADJUSTED
 ME2431* NAD 83(2011) ELLIP HT-   196.467 (meters)        (06/27/12)   ADJUSTED
 ME2431* NAD 83(2011) EPOCH   -  2010.00
 ME2431* NAVD 88 ORTHO HEIGHT -   230.4   (meters)      756.    (feet) GPS OBS
 ME2431  ______________________________________________________________________
 ME2431  NAVD 88 orthometric height was determined with an earlier geoid model
 ME2431  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME2431  NAD 83(2011) X  -    275,168.281 (meters)                     COMP
 ME2431  NAD 83(2011) Y  - -4,773,465.755 (meters)                     COMP
 ME2431  NAD 83(2011) Z  -  4,207,391.718 (meters)                     COMP
 ME2431  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 ME2431
 ME2431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2431  Standards:
 ME2431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2431  -------------------------------------------------------------------
 ME2431  NETWORK   25.33  12.47           3.81  12.71   6.36      0.40151334
 ME2431  -------------------------------------------------------------------
 ME2431  Click here for local accuracies and other accuracy information.
 ME2431
 ME2431.The horizontal coordinates were established by GPS observations
 ME2431.and adjusted by the National Geodetic Survey in June 2012.
 ME2431
 ME2431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2431.been affixed to the stable North American tectonic plate. See 
 ME2431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2431
 ME2431.The horizontal coordinates are valid at the epoch date displayed above
 ME2431.which is a decimal equivalence of Year/Month/Day.
 ME2431
 ME2431.The orthometric height was determined by GPS observations and a
 ME2431.high-resolution geoid model.
 ME2431
 ME2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2431.GEOID18 height accuracy estimate available here.
 ME2431
 ME2431.Click photographs - Photos may exist for this station.
 ME2431
 ME2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2431
 ME2431.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2431
 ME2431.The ellipsoidal height was determined by GPS observations
 ME2431.and is referenced to NAD 83.
 ME2431
 ME2431. The following values were computed from the NAD 83(2011) position.
 ME2431
 ME2431;                    North         East     Units Scale Factor Converg.
 ME2431;SPC IN W     -   698,282.070   931,919.625   MT  0.99997920   +0 15 13.2
 ME2431;SPC IN W     - 2,290,947.09  3,057,472.97   sFT  0.99997920   +0 15 13.2
 ME2431;UTM  16      - 4,598,431.615   524,956.650   MT  0.99960766   +0 11 54.2
 ME2431
 ME2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2431!SPC IN W     -   0.99996919  x   0.99997920  =   0.99994839
 ME2431!UTM  16      -   0.99996919  x   0.99960766  =   0.99957686
 ME2431
 ME2431:                Primary Azimuth Mark                     Grid Az
 ME2431:SPC IN W     -  KINGSBURY AZ MK                          155 11 33.0
 ME2431:UTM  16      -  KINGSBURY AZ MK                          155 14 52.0
 ME2431
 ME2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2495698431(NAD 83)
 ME2431
 ME2431|---------------------------------------------------------------------|
 ME2431| PID    Reference Object                     Distance      Geod. Az  |
 ME2431|                                                           dddmmss.s |
 ME2431| ME2361 KINGSBURY ORD PLANT TANK 4          APPROX. 6.7 KM 1275256.3 |
 ME2431| CM2959 KINGSBURY RM 1                       25.049 METERS 14055     |
 ME2431| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 4.5 KM 1462355.9 |
 ME2431| CM2958 KINGSBURY AZ MK                                    1552646.2 |
 ME2431| CM2960 KINGSBURY RM 2                       29.797 METERS 21959     |
 ME2431| ME2427 LAPORTE CO CTHSE CLOCK TOWER        APPROX. 8.4 KM 3474605.3 |
 ME2431| ME2429 LAPORTE BACHMANN WOOL MILL STK      APPROX. 7.3 KM 3492818.1 |
 ME2431|---------------------------------------------------------------------|
 ME2431
 ME2431                          SUPERSEDED SURVEY CONTROL
 ME2431
 ME2431  NAD 83(2007)-  41 32 13.73481(N)    086 42 02.92741(W) AD(2002.00) 0
 ME2431  ELLIP H (02/10/07)  196.452  (m)                       GP(2002.00)    
 ME2431  NAD 83(1997)-  41 32 13.73453(N)    086 42 02.92991(W) AD(       ) 1
 ME2431  ELLIP H (05/25/99)  196.561  (m)                       GP(       ) 4 1
 ME2431  NAD 83(1994)-  41 32 13.73785(N)    086 42 02.93493(W) AD(       ) 1
 ME2431  NAD 83(1986)-  41 32 13.73636(N)    086 42 02.93523(W) AD(       ) 1
 ME2431  NAD 27      -  41 32 13.57800(N)    086 42 02.86290(W) AD(       ) 1
 ME2431  NGVD 29             230.42   (m)          756.0    (f) LEVELING    3  
 ME2431
 ME2431.Superseded values are not recommended for survey control.
 ME2431
 ME2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2431.See file dsdata.pdf to determine how the superseded data were derived.
 ME2431
 ME2431_MARKER: DS = TRIANGULATION STATION DISK
 ME2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2431_STAMPING: KINGSBURY 1948
 ME2431_MARK LOGO: CGS
 ME2431_PROJECTION: FLUSH
 ME2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2431+STABILITY: SURFACE MOTION
 ME2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2431+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 ME2431
 ME2431  HISTORY     - Date     Condition        Report By
 ME2431  HISTORY     - 1948     MONUMENTED       CGS
 ME2431  HISTORY     - 1952     GOOD             CGS
 ME2431  HISTORY     - 1977     GOOD             NGS
 ME2431  HISTORY     - 19910513 GOOD             NOS
 ME2431
 ME2431                          STATION DESCRIPTION
 ME2431
 ME2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2431'STATION IS LOCATED ABOUT 5 MILES SOUTH OF LAPORTE AND 1 MILE NORTH OF
 ME2431'KINGSBURY IN THE ANGLE FORMED BY U.S. HIGHWAY 35, STATE HIGHWAY 29 AND
 ME2431'STATE HIGHWAY 829.  IT IS 167 FEET SOUTHWEST OF THE INTERSECTION OF
 ME2431'HIGHWAYS, 121 FEET WEST OF CENTER OF HIGHWAY 35, 98 FEET NORTHEAST OF
 ME2431'A WHITE WITNESS POST AND 89 FEET EAST OF CENTER OF HIGHWAY 829.  THE
 ME2431'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KINGSBURY 1948.
 ME2431'
 ME2431'REFERENCE MARK NO. 1 IS 82.18 FEET SOUTHEAST OF STATION.  IT IS 91
 ME2431'FEET WEST OF CENTER OF HIGHWAY 35 ON THE NORTHEAST CORNER OF A
 ME2431'CULTIVATED FIELD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2431'STAMPED KINGSBURY NO 1 1948.
 ME2431'
 ME2431'REFERENCE MARK NO. 2 IS 97.76 FEET SOUTHWEST OF STATION.  IT IS 30
 ME2431'FEET EAST OF CENTER OF HIGHWAY 829 AND 2 FEET SOUTHEAST OF A WHITE
 ME2431'WITNESS POST ON THE NORTHWEST CORNER OF A CULTIVATED FIELD.  THE MARK
 ME2431'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KINGSBURY NO 2 1948.
 ME2431'
 ME2431'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF STATION.  IT IS 27 FEET NORTH OF
 ME2431'CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A POWER POLE AND 2 FEET
 ME2431'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2431'AND THE DISK IS STAMPED KINGSBURY 1948.
 ME2431'
 ME2431'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 35, STATE HIGHWAY
 ME2431'29 AND U.S.  HIGHWAY 6 WHICH IS ABOUT 1 MILE SOUTHEAST OF KINGSBURY,
 ME2431'GO NORTH ON HIGHWAYS 35 AND 29 FOR 1.5 MILES TO THE JUNCTION OF
 ME2431'HIGHWAY 829 AND STATION ON LEFT IN ANGLE AS DESCRIBED.
 ME2431'
 ME2431'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON HIGHWAYS 35 AND 29 FOR
 ME2431'0.35 MILE TO A T ROAD LEFT, TURN LEFT AND GO ABOUT 0.05 MILE TO
 ME2431'AZIMUTH MARK ON LEFT AS DESCRIBED.
 ME2431'
 ME2431'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2431
 ME2431                          STATION RECOVERY (1952)
 ME2431
 ME2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2431'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2431'CONDITION.  DISTANCES TO ALL MARKS CHECKED.  DIRECTIONS TO THE
 ME2431'REFERENCE MARK CHECKED.  DIRECTION TO THE AZIMUTH MARK FAILED TO
 ME2431'CHECK.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2431'
 ME2431'DISTANCES AND DIRECTIONS TO REFERENCE MARKS, AZIMUTH MARK AND OBJECTS
 ME2431'VISIBLE FROM THE GROUND.
 ME2431'
 ME2431'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2431
 ME2431                          STATION RECOVERY (1977)
 ME2431
 ME2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME2431'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2431'CONDITION.  THERE IS A BUILDING ON LINE TO THE AZIMUTH MARK.  THE
 ME2431'DISTANCE TO THE REFERENCE MARKS CHECKED.  THE ANGLE BETWEEN THE
 ME2431'REFERENCE MARKS CHECKED.  METAL WITNESS POSTS WERE SET AT THE STATION
 ME2431'AND REFERENCE MARKS.  AT THE STATION 1-FOOT NORTH, AT REFERENCE MARK
 ME2431'1, 1-FOOT SOUTH AND ONE 1-FOOT SOUTH OF REFERENCE MARK 2.  THE
 ME2431'DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER THE STATION.
 ME2431'
 ME2431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 ME2431'KINGSBURY.
 ME2431'
 ME2431'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2431
 ME2431                          STATION RECOVERY (1991)
 ME2431
 ME2431'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME2431'STATION IS LOCATED ALONG THE WEST SIDE OF US HWY 35 NEAR THE NORTH
 ME2431'EDGE OF THE COMMUNITY OF KINGSBURY, AND SOUTH OF LA PORTE.
 ME2431'
 ME2431'TO REACH FROM THE INTERSECTION OF US HWYS 6 WEST AND 35 IN KINGSBURY
 ME2431'GO NORTH ON US 35 1.5 MI (2.41 KM) TO REVERSE Y INTERSECTION, AND
 ME2431'STATION ON LEFT.
 ME2431'
 ME2431'STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED KINGSBURY 1948
 ME2431'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 27.9 M
 ME2431'(91.54 FT) EAST OF CENTERLINE OF OLD HWY 35, 25.6 M (83.99 FT)  SOUTH
 ME2431'OF CENTERLINE OF APEX OF Y, 20.6 M (67.59 FT) WEST OF CENTERLINE OF
 ME2431'SOUTHBOUND LANE OF US HWY 35, AND 13.4 M (43.96 FT) NORTHWEST OF METAL
 ME2431'WITNESS POST.  DESCRIBED BY PBW
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2351 ***********************************************************************
 ME2351  DESIGNATION -  KINGSBURY ORD PLANT TANK 5
 ME2351  PID         -  ME2351
 ME2351  STATE/COUNTY-  IN/LA PORTE
 ME2351  COUNTRY     -  US
 ME2351  USGS QUAD   -  HAMLET (2019)
 ME2351
 ME2351                         *CURRENT SURVEY CONTROL
 ME2351  ______________________________________________________________________
 ME2351* NAD 83(1997) POSITION- 41 29 43.97813(N) 086 34 58.24381(W)   ADJUSTED
 ME2351  ______________________________________________________________________
 ME2351  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME2351  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 ME2351  HORZ ORDER      -  THIRD
 ME2351
 ME2351.The horizontal coordinates were established by classical geodetic methods
 ME2351.and adjusted by the National Geodetic Survey in May 1999.
 ME2351
 ME2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2351.GEOID18 height accuracy estimate available here.
 ME2351
 ME2351.Click photographs - Photos may exist for this station.
 ME2351
 ME2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2351
 ME2351. The following values were computed from the NAD 83(1997) position.
 ME2351
 ME2351;                    North         East     Units Scale Factor Converg.
 ME2351;SPC IN W     -   693,712.378   941,790.350   MT  0.99998815   +0 19 53.8
 ME2351;SPC IN W     - 2,275,954.69  3,089,857.17   sFT  0.99998815   +0 19 53.8
 ME2351;UTM  16      - 4,593,854.113   534,819.292   MT  0.99961492   +0 16 35.0
 ME2351
 ME2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3481993854(NAD 83)
 ME2351
 ME2351                          SUPERSEDED SURVEY CONTROL
 ME2351
 ME2351  NAD 83(1986)-  41 29 43.98023(N)    086 34 58.24986(W) AD(       ) 3
 ME2351  NAD 27      -  41 29 43.81700(N)    086 34 58.19700(W) AD(       ) 3
 ME2351
 ME2351.Superseded values are not recommended for survey control.
 ME2351
 ME2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2351.See file dsdata.pdf to determine how the superseded data were derived.
 ME2351
 ME2351_MARKER: 53 = ELEVATED TANK
 ME2351
 ME2351  HISTORY     - Date     Condition        Report By
 ME2351  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2351
 ME2351                          STATION DESCRIPTION
 ME2351
 ME2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2351'THIS IS AN INTERSECTION STATION.
 ME2351'
 ME2351'STATION IS LOCATED ON THE KINGSBURY ORDNANCE PLANT PROPERTY.  IT IS
 ME2351'500 FEET NORTH OF TRACY
 ME2351'ROAD AND 300 FEET WEST OF RIVER ROAD.  THE STATION IS A 4 LEGGED
 ME2351'STEEL STRUCTURE 150 FEET HIGH WITH
 ME2351'A WATER TANK ATOP PAINTED GRAY.  THE POINT OBSERVED ON WAS
 ME2351'THE BALL AT THE APEX OF THE ROOF OF THE WATER
 ME2351'TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2361 ***********************************************************************
 ME2361  DESIGNATION -  KINGSBURY ORD PLANT TANK 4
 ME2361  PID         -  ME2361
 ME2361  STATE/COUNTY-  IN/LA PORTE
 ME2361  COUNTRY     -  US
 ME2361  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME2361
 ME2361                         *CURRENT SURVEY CONTROL
 ME2361  ______________________________________________________________________
 ME2361* NAD 83(1997) POSITION- 41 29 59.95856(N) 086 38 14.31139(W)   ADJUSTED
 ME2361  ______________________________________________________________________
 ME2361  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME2361  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 ME2361  HORZ ORDER      -  THIRD
 ME2361
 ME2361.The horizontal coordinates were established by classical geodetic methods
 ME2361.and adjusted by the National Geodetic Survey in May 1999.
 ME2361
 ME2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2361.GEOID18 height accuracy estimate available here.
 ME2361
 ME2361.Click photographs - Photos may exist for this station.
 ME2361
 ME2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2361
 ME2361. The following values were computed from the NAD 83(1997) position.
 ME2361
 ME2361;                    North         East     Units Scale Factor Converg.
 ME2361;SPC IN W     -   694,180.487   937,240.158   MT  0.99998373   +0 17 44.0
 ME2361;SPC IN W     - 2,277,490.48  3,074,928.75   sFT  0.99998373   +0 17 44.0
 ME2361;UTM  16      - 4,594,326.431   530,271.249   MT  0.99961128   +0 14 25.2
 ME2361
 ME2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3027194326(NAD 83)
 ME2361
 ME2361                          SUPERSEDED SURVEY CONTROL
 ME2361
 ME2361  NAD 83(1986)-  41 29 59.96047(N)    086 38 14.31795(W) AD(       ) 3
 ME2361  NAD 27      -  41 29 59.79600(N)    086 38 14.25700(W) AD(       ) 3
 ME2361
 ME2361.Superseded values are not recommended for survey control.
 ME2361
 ME2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2361.See file dsdata.pdf to determine how the superseded data were derived.
 ME2361
 ME2361_MARKER: 53 = ELEVATED TANK
 ME2361
 ME2361  HISTORY     - Date     Condition        Report By
 ME2361  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2361
 ME2361                          STATION DESCRIPTION
 ME2361
 ME2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2361'THIS IS AN INTERSECTION STATION.
 ME2361'
 ME2361'STATION IS LOCATED ON THE KINGSBURY ORDNANCE PLANT PROPERTY.  IT IS
 ME2361'800 FEET SOUTH OF THE
 ME2361'INTERSECTION OF CENTRAL ROAD AND FOURTH ROAD.  THE STATION IS A 6
 ME2361'LEGGED STEEL STRUCTURE 150 FEET
 ME2361'HIGH WITH A WATER TANK ATOP PAINTED GRAY.  THE POINT OBSERVED
 ME2361'ON WAS THE BALL AT THE APEX OF THE ROOF OF
 ME2361'THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2417 ***********************************************************************
 ME2417  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 1
 ME2417  PID         -  ME2417
 ME2417  STATE/COUNTY-  IN/LA PORTE
 ME2417  COUNTRY     -  US
 ME2417  USGS QUAD   -  LAPORTE EAST (2019)
 ME2417
 ME2417                         *CURRENT SURVEY CONTROL
 ME2417  ______________________________________________________________________
 ME2417* NAD 83(1997) POSITION- 41 30 12.91945(N) 086 40 16.15911(W)   ADJUSTED
 ME2417* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 ME2417  ______________________________________________________________________
 ME2417  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME2417  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 ME2417  HORZ ORDER      -  THIRD
 ME2417
 ME2417.The horizontal coordinates were established by classical geodetic methods
 ME2417.and adjusted by the National Geodetic Survey in May 1999.
 ME2417
 ME2417.The orthometric height was scaled from a topographic map.
 ME2417
 ME2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2417.GEOID18 height accuracy estimate available here.
 ME2417
 ME2417.Click photographs - Photos may exist for this station.
 ME2417
 ME2417.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2417
 ME2417. The following values were computed from the NAD 83(1997) position.
 ME2417
 ME2417;                    North         East     Units Scale Factor Converg.
 ME2417;SPC IN W     -   694,566.307   934,412.276   MT  0.99998123   +0 16 23.3
 ME2417;SPC IN W     - 2,278,756.29  3,065,650.94   sFT  0.99998123   +0 16 23.3
 ME2417;UTM  16      - 4,594,714.832   527,444.792   MT  0.99960927   +0 13 04.5
 ME2417
 ME2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2417!SPC IN W     -   0.99997082  x   0.99998123  =   0.99995205
 ME2417!UTM  16      -   0.99997082  x   0.99960927  =   0.99958011
 ME2417
 ME2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2744494714(NAD 83)
 ME2417
 ME2417                          SUPERSEDED SURVEY CONTROL
 ME2417
 ME2417  NAD 83(1994)-  41 30 12.92255(N)    086 40 16.16472(W) AD(       ) 3
 ME2417  NAD 83(1986)-  41 30 12.92135(N)    086 40 16.16523(W) AD(       ) 3
 ME2417  NAD 27      -  41 30 12.76200(N)    086 40 16.10400(W) AD(       ) 3
 ME2417
 ME2417.Superseded values are not recommended for survey control.
 ME2417
 ME2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2417.See file dsdata.pdf to determine how the superseded data were derived.
 ME2417
 ME2417_MARKER: 53 = ELEVATED TANK
 ME2417
 ME2417  HISTORY     - Date     Condition        Report By
 ME2417  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2417
 ME2417                          STATION DESCRIPTION
 ME2417
 ME2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2417'THIS IS AN INTERSECTION STATION.
 ME2417'
 ME2417'STATION IS LOCATED ON THE KINGSBURY ORDNANCE PLANT PROPERTY.  IT IS
 ME2417'50 FEET WEST OF FIRST
 ME2417'ROAD.  THE STATION IS A 6 LEGGED STEEL STRUCTURE 150 FEET HIGH WITH A
 ME2417'WATER TANK ATOP PAINTED GRAY.
 ME2417'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE ROOF
 ME2417'OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2422 ***********************************************************************
 ME2422  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 3
 ME2422  PID         -  ME2422
 ME2422  STATE/COUNTY-  IN/LA PORTE
 ME2422  COUNTRY     -  US
 ME2422  USGS QUAD   -  LAPORTE EAST (2019)
 ME2422
 ME2422                         *CURRENT SURVEY CONTROL
 ME2422  ______________________________________________________________________
 ME2422* NAD 83(1997) POSITION- 41 30 15.91373(N) 086 39 08.95763(W)   ADJUSTED
 ME2422  ______________________________________________________________________
 ME2422  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME2422  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 ME2422  HORZ ORDER      -  THIRD
 ME2422
 ME2422.The horizontal coordinates were established by classical geodetic methods
 ME2422.and adjusted by the National Geodetic Survey in May 1999.
 ME2422
 ME2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2422.GEOID18 height accuracy estimate available here.
 ME2422
 ME2422.Click photographs - Photos may exist for this station.
 ME2422
 ME2422.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2422
 ME2422. The following values were computed from the NAD 83(1997) position.
 ME2422
 ME2422;                    North         East     Units Scale Factor Converg.
 ME2422;SPC IN W     -   694,666.279   935,970.312   MT  0.99998258   +0 17 07.9
 ME2422;SPC IN W     - 2,279,084.28  3,070,762.60   sFT  0.99998258   +0 17 07.9
 ME2422;UTM  16      - 4,594,813.265   529,002.345   MT  0.99961035   +0 13 49.0
 ME2422
 ME2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2900294813(NAD 83)
 ME2422
 ME2422                          SUPERSEDED SURVEY CONTROL
 ME2422
 ME2422  NAD 83(1994)-  41 30 15.91649(N)    086 39 08.96316(W) AD(       ) 3
 ME2422  NAD 83(1986)-  41 30 15.91575(N)    086 39 08.96390(W) AD(       ) 3
 ME2422  NAD 27      -  41 30 15.75500(N)    086 39 08.90400(W) AD(       ) 3
 ME2422
 ME2422.Superseded values are not recommended for survey control.
 ME2422
 ME2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2422.See file dsdata.pdf to determine how the superseded data were derived.
 ME2422
 ME2422_MARKER: 53 = ELEVATED TANK
 ME2422
 ME2422  HISTORY     - Date     Condition        Report By
 ME2422  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2422
 ME2422                          STATION DESCRIPTION
 ME2422
 ME2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2422'THIS IS AN INTERSECTION STATION.
 ME2422'
 ME2422'STATION IS LOCATED ON THE KINGSBURY ORDNANCE PLANT PROPERTY.  IT IS
 ME2422'0.1 MILE NORTHWEST OF THE
 ME2422'INTERSECTION OF CENTRAL ROAD AND THIRD ROAD, 0.1 MILE NORTH OF
 ME2422'CENTRAL ROAD AND 0.1 MILE WEST OF
 ME2422'THIRD ROAD.  THE STATION IS A 6 LEGGED STEEL STRUCTURE 150
 ME2422'FEET HIGH WITH A WATER TANK ATOP PAINTED
 ME2422'GRAY.  THE POINT OBSERVED ON WAS THE BALL AT THE
 ME2422'APEX OF THE ROOF OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2430 ***********************************************************************
 ME2430  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 2
 ME2430  PID         -  ME2430
 ME2430  STATE/COUNTY-  IN/LA PORTE
 ME2430  COUNTRY     -  US
 ME2430  USGS QUAD   -  LAPORTE EAST (2019)
 ME2430
 ME2430                         *CURRENT SURVEY CONTROL
 ME2430  ______________________________________________________________________
 ME2430* NAD 83(1997) POSITION- 41 31 01.41605(N) 086 38 46.26237(W)   ADJUSTED
 ME2430  ______________________________________________________________________
 ME2430  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME2430  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 ME2430  HORZ ORDER      -  THIRD
 ME2430
 ME2430.The horizontal coordinates were established by classical geodetic methods
 ME2430.and adjusted by the National Geodetic Survey in May 1999.
 ME2430
 ME2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2430.GEOID18 height accuracy estimate available here.
 ME2430
 ME2430.Click photographs - Photos may exist for this station.
 ME2430
 ME2430.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2430
 ME2430. The following values were computed from the NAD 83(1997) position.
 ME2430
 ME2430;                    North         East     Units Scale Factor Converg.
 ME2430;SPC IN W     -   696,072.673   936,489.542   MT  0.99998305   +0 17 23.2
 ME2430;SPC IN W     - 2,283,698.43  3,072,466.11   sFT  0.99998305   +0 17 23.2
 ME2430;UTM  16      - 4,596,218.635   529,522.736   MT  0.99961073   +0 14 04.3
 ME2430
 ME2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2952296218(NAD 83)
 ME2430
 ME2430                          SUPERSEDED SURVEY CONTROL
 ME2430
 ME2430  NAD 83(1994)-  41 31 01.41892(N)    086 38 46.26780(W) AD(       ) 3
 ME2430  NAD 83(1986)-  41 31 01.41787(N)    086 38 46.26852(W) AD(       ) 3
 ME2430  NAD 27      -  41 31 01.25800(N)    086 38 46.20500(W) AD(       ) 3
 ME2430
 ME2430.Superseded values are not recommended for survey control.
 ME2430
 ME2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2430.See file dsdata.pdf to determine how the superseded data were derived.
 ME2430
 ME2430_MARKER: 53 = ELEVATED TANK
 ME2430
 ME2430  HISTORY     - Date     Condition        Report By
 ME2430  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2430
 ME2430                          STATION DESCRIPTION
 ME2430
 ME2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2430'THIS IS AN INTERSECTION STATION.
 ME2430'
 ME2430'STATION IS LOCATED ON THE KINGSBURY ORDNANCE PLANT PROPERTY.  IT IS
 ME2430'600 FEET SOUTHWEST OF THE
 ME2430'INTERSECTION OF HUPP ROAD AND FOURTH ROAD, 500 FEET SOUTH OF HUPP
 ME2430'ROAD AND 500 FEET WEST OF FOURTH
 ME2430'ROAD.  THE STATION IS A 6 LEGGED STEEL STRUCTURE 150 FEET
 ME2430'HIGH WITH A WATER TANK ATOP PAINTED GRAY.  THE
 ME2430'POINT OBSERVED ON WAS THE BALL AT THE APEX
 ME2430'OF THE ROOF OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1999 ***********************************************************************
 LA1999  DESIGNATION -  KINGSLAND
 LA1999  PID         -  LA1999
 LA1999  STATE/COUNTY-  IN/WELLS
 LA1999  COUNTRY     -  US
 LA1999  USGS QUAD   -  UNIONDALE (2019)
 LA1999
 LA1999                         *CURRENT SURVEY CONTROL
 LA1999  ______________________________________________________________________
 LA1999* NAD 83(1997) POSITION- 40 49 48.60983(N) 085 10 03.32294(W)   ADJUSTED
 LA1999* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 LA1999  ______________________________________________________________________
 LA1999  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 LA1999  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 LA1999  HORZ ORDER      -  SECOND
 LA1999
 LA1999.The horizontal coordinates were established by classical geodetic methods
 LA1999.and adjusted by the National Geodetic Survey in May 1999.
 LA1999
 LA1999.The orthometric height was scaled from a topographic map.
 LA1999
 LA1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1999.GEOID18 height accuracy estimate available here.
 LA1999
 LA1999.Click photographs - Photos may exist for this station.
 LA1999
 LA1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1999
 LA1999. The following values were computed from the NAD 83(1997) position.
 LA1999
 LA1999;                    North         East     Units Scale Factor Converg.
 LA1999;SPC IN E     -   619,818.624   142,096.202   MT  0.99998847   +0 19 34.7
 LA1999;SPC IN E     - 2,033,521.60    466,193.96   sFT  0.99998847   +0 19 34.7
 LA1999;UTM  16      - 4,521,520.217   654,507.271   MT  0.99989383   +1 11 53.9
 LA1999
 LA1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1999!SPC IN E     -   0.99996452  x   0.99998847  =   0.99995299
 LA1999!UTM  16      -   0.99996452  x   0.99989383  =   0.99985836
 LA1999
 LA1999:                Primary Azimuth Mark                     Grid Az
 LA1999:SPC IN E     -  KINGSLAND AZ MK                          264 41 14.0
 LA1999:UTM  16      -  KINGSLAND AZ MK                          263 48 54.8
 LA1999
 LA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5450721520(NAD 83)
 LA1999
 LA1999|---------------------------------------------------------------------|
 LA1999| PID    Reference Object                     Distance      Geod. Az  |
 LA1999|                                                           dddmmss.s |
 LA1999| CC9513 KINGSLAND RM 1                       29.368 METERS 17821     |
 LA1999| LA2019 BLUFFTON CITY WATER WORKS STK       APPROX.10.2 KM 1790302.3 |
 LA1999| LA2023 BLUFFTON CO CTHSE CLOCK TOWER       APPROX.10.1 KM 1815818.1 |
 LA1999| LA2021 BLUFFTON MUNICIPAL TANK             APPROX.10.7 KM 1855043.5 |
 LA1999| CC9514 KINGSLAND RM 2                       34.680 METERS 25920     |
 LA1999| CC9512 KINGSLAND AZ MK                                    2650048.7 |
 LA1999|---------------------------------------------------------------------|
 LA1999
 LA1999                          SUPERSEDED SURVEY CONTROL
 LA1999
 LA1999  NAD 83(1995)-  40 49 48.61042(N)    085 10 03.32784(W) AD(       ) 2
 LA1999  NAD 83(1986)-  40 49 48.61232(N)    085 10 03.33800(W) AD(       ) 2
 LA1999  NAD 27      -  40 49 48.43860(N)    085 10 03.43880(W) AD(       ) 2
 LA1999
 LA1999.Superseded values are not recommended for survey control.
 LA1999
 LA1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1999.See file dsdata.pdf to determine how the superseded data were derived.
 LA1999
 LA1999_MARKER: DS = TRIANGULATION STATION DISK
 LA1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1999_STAMPING: KINGSLAND 1955
 LA1999_MARK LOGO: CGS
 LA1999_PROJECTION: RECESSED 46 CENTIMETERS
 LA1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1999+STABILITY: SURFACE MOTION
 LA1999
 LA1999  HISTORY     - Date     Condition        Report By
 LA1999  HISTORY     - 1955     MONUMENTED       CGS
 LA1999  HISTORY     - 1963     GOOD             CGS
 LA1999
 LA1999                          STATION DESCRIPTION
 LA1999
 LA1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1999'THE STATION IS LOCATED 0.55 MILE EAST OF THE RAILROAD DEPOT IN
 LA1999'KINGSLAND AND 0.05 MILE NORTHWEST OF THE JUNCTION OF U. S. HIGHWAY 224
 LA1999'AND STATE HIGHWAY 1, IN THE SOUTHWEST CORNER OF A LOT OWNED BY RUTH
 LA1999'HOOVER AND OCCUPIED BY GRAIN STORAGE TANKS CONTROLLED BY THE
 LA1999'DEPARTMENT OF AGRICULTURE.
 LA1999'
 LA1999'IT IS 96 FEET NORTH OF A 4 IN BY 4 IN WHITE WITNESS POST, 59 FEET
 LA1999'NORTH OF THE CENTER OF STATE HIGHWAY 224, 23.5 FEET NORTHEAST OF A
 LA1999'FENCE CORNER AND 20.1 FEET SOUTHWEST OF A STORAGE TANK.
 LA1999'
 LA1999'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGSLAND, GO EAST ON
 LA1999'HIGHWAY 224 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LA1999'EAST ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE LEFT.
 LA1999'
 LA1999'THE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 LA1999'DISK IS STAMPED KINGSLAND 1955.
 LA1999'
 LA1999'REFERENCE MARK 1 IS 40 FEET SOUTH OF THE CENTER OF HIGHWAY 224, 3 FEET
 LA1999'NORTH OF A FENCE, 2 FEET NORTHWEST OF THE WITNESS POST AND 1 FOOT EAST
 LA1999'OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LA1999'STAMPED KINGSLAND NO 1 1955.
 LA1999'
 LA1999'REFERENCE MARK 2 IS 40 FEET NORTH OF THE CENTER OF HIGHWAY 224 AND 1
 LA1999'FOOT EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES AND THE
 LA1999'DISK IS STAMPED KINGSLAND NO 2 1955.
 LA1999'
 LA1999'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 224, 4 FEET
 LA1999'NORTH OF A FENCE, 4 FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT
 LA1999'NORTH OF A 4 IN BY 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 8
 LA1999'INCHES AND THE DISK IS STAMPED KINGSLAND 1955.
 LA1999'
 LA1999'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA1999
 LA1999                          STATION RECOVERY (1963)
 LA1999
 LA1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1999'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THAT THE AZIMUTH MARK
 LA1999'EVIDENTLY RECENTLY HAD BEEN HIT AND WAS SLIGHTLY LOOSE IN EXCESSIVELY
 LA1999'DRIED-OUT SOIL BUT NOT PERCEPTIBLY TILTED, ESSENTIALLY AS ORIGINALLY
 LA1999'DESCRIBED EXCEPT FOR SUCH AS REMOVED GRAIN-STORAGE BINS.
 LA1999'
 LA1999'ABOUT 0.55 MILE E ALONG NO. 224 U.S. HWY. FROM THE RAILROAD CROSSING
 LA1999'AT KINGSLAND, ABOUT 130 YARDS W OF THE INTERSECTION OF NOS. 1 INDIANA
 LA1999'AND 224 U.S. HWYS. (6-1/2 MILES N OF BLUFFTON)  59 FEET N OF CENTER
 LA1999'LINE OF 24-FOOT ASPHALT PAVEMENT OF HWY., 25.6 FEET NE OF CENTER OF
 LA1999'NO. 19198 CREOSOTED TELEPHONE POLE, STANDARD DISKS ARE STAMPED
 LA1999'KINGSLAND 1955 AND SET IN MARKS WITH THE UPPER MARK ABOUT 1.5 FEET
 LA1999'UNDERGROUND.
 LA1999'
 LA1999'REFERENCE STAMPED KINGSLAND NO 1 1955, PROJECTS 0.3 FOOT, IS 96.32
 LA1999'FEET OR 29.358 METERS S OF STATION, 37 FEET S OF CENTER LINE OF HWY.,
 LA1999'0.2 FOOT LOWER THAN SAME, 1-1/2 FEET N OF NO. 55/111 POWER POLE, AND
 LA1999'1.8 FEET E OF STEEL WITNESS POST.
 LA1999'
 LA1999'REFERENCE STAMPED KINGSLAND NO 2 1955, PROJECTS 0.5 FOOT, IS 113.74
 LA1999'FEET OR 34.668 METERS W OF STATION, ABOUT 38 YARDS E OF CREST OF
 LA1999'RIDGE, 40 FEET N OF CENTER LINE OF HWY., 1.3 FEET LOWER THAN SAME, AND
 LA1999'1.8 FEET W OF STEEL WITNESS POST.
 LA1999'
 LA1999'AZIMUTH MARK STAMPED KINGSLAND 1955, PROJECTS 0.7 FOOT, SEE ABOVE
 LA1999'FIRST PARAGRAPH CONCERNING CONDITION, IS ABOUT 0.25 MILE W OF STATION,
 LA1999'ABOUT 51 YARDS W OF PROJECTED PLANE OF W WALL OF FRAME HOUSE ON N SIDE
 LA1999'OF HWY., 37-1/2 FEET S OF CENTER LINE OF HWY., 0.6 FOOT LOWER THAN
 LA1999'SAME, 2.6 FEET ENE OF NO. 55/104 CREOSOTED POWER POLE, AND 2.6 FEET W
 LA1999'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3341 ***********************************************************************
 JZ3341  DESIGNATION -  KINGSTON
 JZ3341  PID         -  JZ3341
 JZ3341  STATE/COUNTY-  IN/DECATUR
 JZ3341  COUNTRY     -  US
 JZ3341  USGS QUAD   -  CLARKSBURG (2019)
 JZ3341
 JZ3341                         *CURRENT SURVEY CONTROL
 JZ3341  ______________________________________________________________________
 JZ3341* NAD 83(1997) POSITION- 39 22 48.39891(N) 085 22 20.36106(W)   ADJUSTED
 JZ3341* NAVD 88 ORTHO HEIGHT -   332.99  (+/-2cm)     1092.5   (feet) VERTCON3
 JZ3341  ______________________________________________________________________
 JZ3341  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ3341  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 JZ3341  HORZ ORDER      -  FIRST
 JZ3341  VERT ORDER      -  THIRD ? (See Below)
 JZ3341
 JZ3341.The horizontal coordinates were established by classical geodetic methods
 JZ3341.and adjusted by the National Geodetic Survey in May 1999.
 JZ3341
 JZ3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3341
 JZ3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3341.GEOID18 height accuracy estimate available here.
 JZ3341
 JZ3341.The vertical order pertains to the NGVD 29 superseded value.
 JZ3341
 JZ3341.Click photographs - Photos may exist for this station.
 JZ3341
 JZ3341.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3341
 JZ3341. The following values were computed from the NAD 83(1997) position.
 JZ3341
 JZ3341;                    North         East     Units Scale Factor Converg.
 JZ3341;SPC IN E     -   458,735.779   125,360.163   MT  0.99997458   +0 11 12.3
 JZ3341;SPC IN E     - 1,505,035.63    411,285.80   sFT  0.99997458   +0 11 12.3
 JZ3341;UTM  16      - 4,360,222.848   640,189.943   MT  0.99984198   +1 01 58.3
 JZ3341
 JZ3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3341!SPC IN E     -   0.99995311  x   0.99997458  =   0.99992769
 JZ3341!UTM  16      -   0.99995311  x   0.99984198  =   0.99979510
 JZ3341
 JZ3341:                Primary Azimuth Mark                     Grid Az
 JZ3341:SPC IN E     -  KINGSTON AZ MK                           283 43 10.0
 JZ3341:UTM  16      -  KINGSTON AZ MK                           282 52 24.0
 JZ3341
 JZ3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4018960222(NAD 83)
 JZ3341
 JZ3341|---------------------------------------------------------------------|
 JZ3341| PID    Reference Object                     Distance      Geod. Az  |
 JZ3341|                                                           dddmmss.s |
 JZ3341| JZ3342 MILROY AIRPORT AWY BCN S 5          APPROX. 9.8 KM 0024034.0 |
 JZ3341| CC9516 KINGSTON RM 1                        59.143 METERS 07256     |
 JZ3341| JZ3344 ENOCHSBURG ST JOHNS CH SPIRE        APPROX. 8.3 KM 1163234.8 |
 JZ3341| JZ3328 BATESVILLE MUNICIPAL TANK           APPROX.16.1 KM 1244819.9 |
 JZ3341| JZ3327 BATESVILLE ST LOUIS CATH CH         APPROX.15.7 KM 1260720.7 |
 JZ3341| CC9517 KINGSTON RM 2                        33.159 METERS 15208     |
 JZ3341| JZ3347 GREENSBURG DECATUR CO CTHSE         APPROX.10.7 KM 2433138.2 |
 JZ3341| JZ3349 GREENSBURG CYCLONE FENCE TK         APPROX.10.8 KM 2483829.1 |
 JZ3341| CC9515 KINGSTON AZ MK                                     2835422.3 |
 JZ3341|---------------------------------------------------------------------|
 JZ3341
 JZ3341                          SUPERSEDED SURVEY CONTROL
 JZ3341
 JZ3341  NAD 83(1995)-  39 22 48.39995(N)    085 22 20.36122(W) AD(       ) 1
 JZ3341  NAD 83(1993)-  39 22 48.40121(N)    085 22 20.36454(W) AD(       ) 1
 JZ3341  NAD 83(1986)-  39 22 48.40086(N)    085 22 20.36606(W) AD(       ) 1
 JZ3341  NAD 27      -  39 22 48.21900(N)    085 22 20.48700(W) AD(       ) 1
 JZ3341  NGVD 29             333.12   (m)         1092.9    (f) LEVELING    3  
 JZ3341
 JZ3341.Superseded values are not recommended for survey control.
 JZ3341
 JZ3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3341.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3341
 JZ3341_MARKER: DS = TRIANGULATION STATION DISK
 JZ3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3341_STAMPING: KINGSTON 1939
 JZ3341_MARK LOGO: CGS
 JZ3341_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3341+STABILITY: SURFACE MOTION
 JZ3341
 JZ3341  HISTORY     - Date     Condition        Report By
 JZ3341  HISTORY     - 1939     MONUMENTED       CGS
 JZ3341  HISTORY     - 1940     GOOD             SCS
 JZ3341  HISTORY     - 19920101 GOOD             LOCENG
 JZ3341
 JZ3341                          STATION DESCRIPTION
 JZ3341
 JZ3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3341'STATION IS LOCATED 1.0 MILE EAST OF KINGSTON, ABOUT 0.15 MILE SOUTH
 JZ3341'OF THE KINGSTON-HAMBURG ROAD, IN THE SOUTHWEST CORNER AND ON
 JZ3341'THE HIGHEST POINT OF A CULTIVATED FIELD OWNED BY WILLIAM ROBINSON.
 JZ3341'THE MARK IS 116 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JZ3341'OLD RED-BRICK FARMHOUSE, 40 FEET NORTH-NORTHEAST OF THE NORTHWEST
 JZ3341'CORNER OF THE YARD FENCE, 29 FEET NORTH OF THE FENCE LINE, 47.5
 JZ3341'FEET NORTHWEST OF A 10-INCH LOCUST TREE AND 14 INCHES UNDERGROUND.
 JZ3341'
 JZ3341'TO REACH FROM THE FUGIT TOWNSHIP SCHOOL IN KINGSTON, GO NORTH ON THE
 JZ3341'PAVED HIGHWAY FOR 0.1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO
 JZ3341'1.0 MILE TO A WOODEN GATE AND A FARM ROAD ON THE RIGHT, TURN RIGHT
 JZ3341'THROUGH THE GATE AND GO 0.15 MILE TO THE RED-BRICK HOUSE, AND
 JZ3341'TO STATION ON THE RIGHT.
 JZ3341'
 JZ3341'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JZ3341'SET IN CONCRETE.
 JZ3341'
 JZ3341'REFERENCE MARK NO.1 IS EAST-NORTHEAST OF THE STATION, 1 FOOT WEST OF
 JZ3341'THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE FIELD, AND
 JZ3341'PROJECTS 4 INCHES ABOVE GROUND.
 JZ3341'
 JZ3341'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION, IN THE YARD OF THE
 JZ3341'OLD FARMHOUSE, 4 FEET NORTHWEST OF A 12-INCH LOCUST TREE AND
 JZ3341'PROJECTS 4 INCHES ABOVE GROUND.
 JZ3341'
 JZ3341'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST-NORTHWEST OF THE STATION,
 JZ3341'18 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1-FOOT NORTH
 JZ3341'OF THE FENCE LINE, 21 YARDS WEST OF THE NORTH-SOUTH FENCE
 JZ3341'INTERSECTION, AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ3341'
 JZ3341'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 JZ3341
 JZ3341                          STATION RECOVERY (1940)
 JZ3341
 JZ3341'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3341'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED AS
 JZ3341'DESCRIBED IN GOOD CONDITION.
 JZ3341
 JZ3341                          STATION RECOVERY (1992)
 JZ3341
 JZ3341'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ3341'FOUND STATION AND AZIMUTH IN GOOD CONDITION.  BOUTH REF.  MON.S GONE.
 JZ3341'MEAS DIST.  TO AZ.  MK.  = 2501.20 FEET (762.37 M) W/INST AND STATION,
 JZ3341'TURN 133 58 DIST 200.6 AND 191 35 DIST 185.8 TO TWO 1/2 PIPES W/CAPS
 JZ3341'IN NEWER N-S FENCE (REMAINING DESC.  OK) PLACED CARSONTIE POSTS ON AZ
 JZ3341'MK AND BOTH PIPES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1948 ***********************************************************************
 KA1948  DESIGNATION -  KINNICK
 KA1948  PID         -  KA1948
 KA1948  STATE/COUNTY-  IN/JOHNSON
 KA1948  COUNTRY     -  US
 KA1948  USGS QUAD   -  GREENWOOD (2019)
 KA1948
 KA1948                         *CURRENT SURVEY CONTROL
 KA1948  ______________________________________________________________________
 KA1948* NAD 83(1997) POSITION- 39 37 25.73626(N) 086 03 07.47182(W)   ADJUSTED
 KA1948* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 KA1948  ______________________________________________________________________
 KA1948  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 KA1948  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 KA1948  HORZ ORDER      -  FIRST
 KA1948
 KA1948.The horizontal coordinates were established by classical geodetic methods
 KA1948.and adjusted by the National Geodetic Survey in May 1999.
 KA1948
 KA1948.The orthometric height was scaled from a topographic map.
 KA1948
 KA1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1948.GEOID18 height accuracy estimate available here.
 KA1948
 KA1948.Click photographs - Photos may exist for this station.
 KA1948
 KA1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1948
 KA1948. The following values were computed from the NAD 83(1997) position.
 KA1948
 KA1948;                    North         East     Units Scale Factor Converg.
 KA1948;SPC IN E     -   485,821.872    66,909.619   MT  0.99998014   -0 14 44.9
 KA1948;SPC IN E     - 1,593,900.59    219,519.31   sFT  0.99998014   -0 14 44.9
 KA1948;UTM  16      - 4,386,435.018   581,357.518   MT  0.99968149   +0 36 16.4
 KA1948
 KA1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1948!SPC IN E     -   0.99996259  x   0.99998014  =   0.99994273
 KA1948!UTM  16      -   0.99996259  x   0.99968149  =   0.99964409
 KA1948
 KA1948:                Primary Azimuth Mark                     Grid Az
 KA1948:SPC IN E     -  KINNICK AZ MK                            339 16 10.8
 KA1948:UTM  16      -  KINNICK AZ MK                            338 25 09.5
 KA1948
 KA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8135786435(NAD 83)
 KA1948
 KA1948|---------------------------------------------------------------------|
 KA1948| PID    Reference Object                     Distance      Geod. Az  |
 KA1948|                                                           dddmmss.s |
 KA1948| CC9519 KINNICK RM 1                         42.430 METERS 19147     |
 KA1948| KA1943 GREENWOOD NOBLITT SPARKS TANK       APPROX. 4.6 KM 2611858.3 |
 KA1948| CC9520 KINNICK RM 2                         13.931 METERS 31215     |
 KA1948| CC9518 KINNICK AZ MK                                      3390125.9 |
 KA1948|---------------------------------------------------------------------|
 KA1948
 KA1948                          SUPERSEDED SURVEY CONTROL
 KA1948
 KA1948  NAD 83(1986)-  39 37 25.74251(N)    086 03 07.49693(W) AD(       ) 1
 KA1948  NAD 27      -  39 37 25.57500(N)    086 03 07.55000(W) AD(       ) 1
 KA1948
 KA1948.Superseded values are not recommended for survey control.
 KA1948
 KA1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1948.See file dsdata.pdf to determine how the superseded data were derived.
 KA1948
 KA1948_MARKER: DS = TRIANGULATION STATION DISK
 KA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1948_STAMPING: KINNICK 1939
 KA1948_MARK LOGO: CGS
 KA1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1948+STABILITY: SURFACE MOTION
 KA1948
 KA1948  HISTORY     - Date     Condition        Report By
 KA1948  HISTORY     - 1939     MONUMENTED       CGS
 KA1948  HISTORY     - 1959     MARK NOT FOUND   CGS
 KA1948
 KA1948                          STATION DESCRIPTION
 KA1948
 KA1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1948'THE STATION IS LOCATED ON PROPERTY BELONGING TO HARRY KINNICK ABOUT 3
 KA1948'MILES E OF GREENWOOD, IN THE CENTER OF A CONSPICUOUS ROUND
 KA1948'TOPPED KNOLL IN THE MIDDLE OF A CULTIVATED FIELD. THE KNOLL SLOPES
 KA1948'ABRUPTLY TO THE NORTHWARD, AND IS THE HIGHEST POINT IN THE
 KA1948'VICINITY. THERE IS A SMALL GRANITE BOULDER FLUSH WITH THE GROUND 4
 KA1948'FEET N OF THE STATION MARK, WHICH IS 12 INCHES UNDERGROUND.
 KA1948'
 KA1948'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KA1948'IN CONCRETE.
 KA1948'
 KA1948'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET IN A
 KA1948'BOULDER.
 KA1948'
 KA1948'REFERENCE MARK NO. 1 IS S OF THE STATION, IN THE TOP OF A LARGE
 KA1948'BOULDER WHICH PROJECTS 8 INCHES, AND IS ABOUT 9 FEET LOWER THAN
 KA1948'THE STATION. THE DISK IS STAMPED KINNICK NO. 1, 1939.
 KA1948'
 KA1948'REFERENCE MARK NO. 2 IS NW OF THE STATION AND ABOUT 4 FEET LOWER, IN
 KA1948'THE S END OF A RED GRANITE BOULDER WHICH PROJECTS 5
 KA1948'INCHES. THE DISK IS STAMPED KINNICK NO. 2, 1939.
 KA1948'
 KA1948'THE AZIMUTH MARK IS ABOUT 1 MILE AIR-LINE NNW OF THE STATION, SET IN
 KA1948'THE S SIDE OF A BARN LOT, 64 FEET S OF THE SE CORNER OF A LARGE
 KA1948'UNPAINTED BARN, 4 FEET N OF A FENCE, AND 4 FEET E OF A STANDARD
 KA1948'REFERENCE POST. THE MARK PROJECTS 8 INCHES AND IS STAMPED KINNICK
 KA1948'1939.
 KA1948'
 KA1948'TO REACH AZIMUTH FROM STATION GO N FROM RIGHT-ANGLE TURN IN ROAD 1.0
 KA1948'MILE TO CROSS ROAD, TURN LEFT AND GO 0.2 MILE TO DRIVEWAY ON LEFT,
 KA1948'TURN LEFT AND GO THROUGH BARNYARD TO AZIMUTH.
 KA1948'
 KA1948'TO REACH THE STATION FROM THE POST OFFICE IN GREENWOOD GO E ON PAVED
 KA1948'ROAD 2.9 MILES TO T-ROAD N, TURN LEFT AND GO 0.5 MILE TO A RIGHT
 KA1948'TURN, TURN RIGHT AND GO E TO A RIGHT-ANGLE TURN, LEFT, AND GATE IN
 KA1948'FENCE CORNER, GO THROUGH GATE AND GO 0.2 MILE NE TO STATION.
 KA1948'
 KA1948'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA1948
 KA1948                          STATION RECOVERY (1959)
 KA1948
 KA1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KA1948'STATION WAS SEARCHED FOR BUT NOT FOUND. THE REFERENCE MARKS 1 AND 2
 KA1948'HAVE BEEN DESTROYED. THE BOULDERS HOUSING THE RMS HAVE BEEN
 KA1948'REMOVED AND DISCARDED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2664 ***********************************************************************
 LB2664  DESIGNATION -  KINSER
 LB2664  PID         -  LB2664
 LB2664  STATE/COUNTY-  IN/WHITE
 LB2664  COUNTRY     -  US
 LB2664  USGS QUAD   -  FRANCESVILLE (2019)
 LB2664
 LB2664                         *CURRENT SURVEY CONTROL
 LB2664  ______________________________________________________________________
 LB2664* NAD 83(1997) POSITION- 40 54 37.34705(N) 086 52 36.94548(W)   ADJUSTED
 LB2664* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2664  ______________________________________________________________________
 LB2664  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 LB2664  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 LB2664  HORZ ORDER      -  FIRST
 LB2664
 LB2664.The horizontal coordinates were established by classical geodetic methods
 LB2664.and adjusted by the National Geodetic Survey in May 1999.
 LB2664
 LB2664.The orthometric height was scaled from a topographic map.
 LB2664
 LB2664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2664.GEOID18 height accuracy estimate available here.
 LB2664
 LB2664.Click photographs - Photos may exist for this station.
 LB2664
 LB2664.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2664
 LB2664. The following values were computed from the NAD 83(1997) position.
 LB2664
 LB2664;                    North         East     Units Scale Factor Converg.
 LB2664;SPC IN W     -   628,625.820   917,388.770   MT  0.99997039   +0 08 06.6
 LB2664;SPC IN W     - 2,062,416.54  3,009,799.66   sFT  0.99997039   +0 08 06.6
 LB2664;UTM  16      - 4,528,815.113   510,364.443   MT  0.99960132   +0 04 50.1
 LB2664
 LB2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2664!SPC IN W     -   0.99997158  x   0.99997039  =   0.99994197
 LB2664!UTM  16      -   0.99997158  x   0.99960132  =   0.99957291
 LB2664
 LB2664:                Primary Azimuth Mark                     Grid Az
 LB2664:SPC IN W     -  KINSER AZ MK                             199 00 49.8
 LB2664:UTM  16      -  KINSER AZ MK                             199 04 06.3
 LB2664
 LB2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1036428815(NAD 83)
 LB2664
 LB2664|---------------------------------------------------------------------|
 LB2664| PID    Reference Object                     Distance      Geod. Az  |
 LB2664|                                                           dddmmss.s |
 LB2664| CC9522 KINSER RM 1                          23.026 METERS 15349     |
 LB2664| LB2663 MONON MUNICIPAL TANK                APPROX. 5.5 KM 1813232.8 |
 LB2664| CC9521 KINSER AZ MK                                       1990856.4 |
 LB2664| CC9523 KINSER RM 2                          31.160 METERS 23742     |
 LB2664|---------------------------------------------------------------------|
 LB2664
 LB2664                          SUPERSEDED SURVEY CONTROL
 LB2664
 LB2664  NAD 83(1986)-  40 54 37.35222(N)    086 52 36.95491(W) AD(       ) 1
 LB2664  NAD 27      -  40 54 37.20710(N)    086 52 36.89710(W) AD(       ) 1
 LB2664
 LB2664.Superseded values are not recommended for survey control.
 LB2664
 LB2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2664.See file dsdata.pdf to determine how the superseded data were derived.
 LB2664
 LB2664_MARKER: DS = TRIANGULATION STATION DISK
 LB2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2664_STAMPING: KINSER 1947
 LB2664_MARK LOGO: CGS
 LB2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2664+STABILITY: SURFACE MOTION
 LB2664
 LB2664  HISTORY     - Date     Condition        Report By
 LB2664  HISTORY     - 1947     MONUMENTED       CGS
 LB2664  HISTORY     - 1948     GOOD             CGS
 LB2664
 LB2664                          STATION DESCRIPTION
 LB2664
 LB2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2664'STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF FRANCESVILLE AND 0.2 MILE
 LB2664'EAST OF STATE HIGHWAY 43 ON A HIGH SAND HILL OWNED BY MRS. KINSER.
 LB2664'IT IS ABOUT 75 YARDS EAST OF THE BARN, 71 FEET NORTH OF AN
 LB2664'EAST-WEST FENCELINE AND 63 FEET SOUTHEAST OF AN 18 INCH CATALPA
 LB2664'TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB2664'KINSER 1947.
 LB2664'
 LB2664'REFERENCE MARK NO. 1 IS 75.54 FEET SOUTHEAST OF THE STATION IN THE
 LB2664'EAST-WEST FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB2664'IS STAMPED KINSER NO 1 1947.
 LB2664'
 LB2664'REFERENCE MARK NO. 2 IS 102.23 FEET SOUTHWEST OF THE STATION IN THE
 LB2664'EAST-WEST FENCELINE.  IT IS 10 FEET EAST OF A 15 INCH CATALPA TREE,
 LB2664'12 FEET WEST OF A 20 INCH CATALPA TREE AND 2 FEET WEST OF A WHITE
 LB2664'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2664'KINSER NO 2 1947.
 LB2664'
 LB2664'AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION ON THE WEST SIDE OF
 LB2664'STATE HIGHWAY 43.  IT IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY,
 LB2664'21 FEET NORTH OF A DRIVEWAY, 4 FEET NORTH OF A WHITE WITNESS POST
 LB2664'AND ONE FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 LB2664'AND THE DISK IS STAMPED KINSER 1947.
 LB2664'
 LB2664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 43
 LB2664'ABOUT 3.5 MILES SOUTH OF FRANCESVILLE, GO SOUTH ON HIGHWAY 43 FOR
 LB2664'1.8 MILES TO THE WHITE-PULASKI COUNTY LINE ROAD,* TURN LEFT AND GO
 LB2664'EAST 0.1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH 0.1 MILE
 LB2664'TO MRS.  KINSERS HOUSE ON THE LEFT, TURN LEFT PASSING THE HOUSE AND
 LB2664'BARN ON THE RIGHT ABOUT 0.1 MILE TO THE TOP OF THE HILL AND
 LB2664'STATION AS DESCRIBED.
 LB2664'
 LB2664'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTH ON HIGHWAY 43 FOR
 LB2664'0.6 MILE TO A DRIVEWAY ON THE RIGHT AND AZIMUTH MARK ON THE RIGHT
 LB2664'AS DESCRIBED.
 LB2664'
 LB2664'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2664
 LB2664                          STATION RECOVERY (1948)
 LB2664
 LB2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2664'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LB2664'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO AZIMUTH MARK AND
 LB2664'REFERENCE MARKS NO. 1 AND NO. 2 WERE CHECKED.  STATION,
 LB2664'UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE DESCRIBED.  OLD
 LB2664'DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 LB2664'
 LB2664'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2523 ***********************************************************************
 LB2523  DESIGNATION -  KIRKLIN
 LB2523  PID         -  LB2523
 LB2523  STATE/COUNTY-  IN/CLINTON
 LB2523  COUNTRY     -  US
 LB2523  USGS QUAD   -  KIRKLIN (2019)
 LB2523
 LB2523                         *CURRENT SURVEY CONTROL
 LB2523  ______________________________________________________________________
 LB2523* NAD 83(2011) POSITION- 40 10 56.56281(N) 086 20 15.45962(W)   NO CHECK
 LB2523* NAD 83(2011) ELLIP HT-   249.113 (meters)        (06/27/12)   NO CHECK
 LB2523* NAD 83(2011) EPOCH   -  2010.00
 LB2523* NAVD 88 ORTHO HEIGHT -   284.    (meters)      932.    (feet) SCALED
 LB2523  ______________________________________________________________________
 LB2523  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 LB2523  NAD 83(2011) X  -    311,710.276 (meters)                     COMP
 LB2523  NAD 83(2011) Y  - -4,869,890.658 (meters)                     COMP
 LB2523  NAD 83(2011) Z  -  4,093,638.465 (meters)                     COMP
 LB2523  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LB2523
 LB2523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2523  Standards:
 LB2523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2523  -------------------------------------------------------------------
 LB2523  NETWORK    7.21   6.17           3.37   2.29   3.15      0.16145811
 LB2523  -------------------------------------------------------------------
 LB2523  Click here for local accuracies and other accuracy information.
 LB2523
 LB2523.The horizontal coordinates were established by GPS observations
 LB2523.and adjusted by the National Geodetic Survey in June 2012.
 LB2523
 LB2523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2523.been affixed to the stable North American tectonic plate. See 
 LB2523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2523
 LB2523.The horizontal coordinates are valid at the epoch date displayed above
 LB2523.which is a decimal equivalence of Year/Month/Day.
 LB2523
 LB2523.No horizontal observational check was made to the station.
 LB2523
 LB2523.The orthometric height was scaled from a topographic map.
 LB2523
 LB2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2523.GEOID18 height accuracy estimate available here.
 LB2523
 LB2523.Click photographs - Photos may exist for this station.
 LB2523
 LB2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2523
 LB2523.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2523
 LB2523.The ellipsoidal height was determined by GPS observations
 LB2523.and is referenced to NAD 83.
 LB2523
 LB2523. The following values were computed from the NAD 83(2011) position.
 LB2523
 LB2523;                    North         East     Units Scale Factor Converg.
 LB2523;SPC IN W     -   548,034.279   963,507.134   MT  1.00001630   +0 28 52.2
 LB2523;SPC IN W     - 1,798,009.13  3,161,106.32   sFT  1.00001630   +0 28 52.2
 LB2523;UTM  16      - 4,448,210.088   556,389.408   MT  0.99963914   +0 25 38.6
 LB2523
 LB2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2523!SPC IN W     -   0.99996092  x   1.00001630  =   0.99997722
 LB2523!UTM  16      -   0.99996092  x   0.99963914  =   0.99960008
 LB2523
 LB2523:                Primary Azimuth Mark                     Grid Az
 LB2523:SPC IN W     -  KIRKLIN AZ MK                            344 50 22.6
 LB2523:UTM  16      -  KIRKLIN AZ MK                            344 53 36.2
 LB2523
 LB2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5638948210(NAD 83)
 LB2523
 LB2523|---------------------------------------------------------------------|
 LB2523| PID    Reference Object                     Distance      Geod. Az  |
 LB2523|                                                           dddmmss.s |
 LB2523| LB2521 WILSON MILK STK NEAR SHERIDAN       APPROX.11.8 KM 1190947.0 |
 LB2523| CC9525 KIRKLIN RM 1                         33.543 METERS 17741     |
 LB2523| LB2527 LEBANON INTST PUB SERV CO TANK      APPROX.18.8 KM 2143701.0 |
 LB2523| CC9526 KIRKLIN RM 2                         33.842 METERS 27228     |
 LB2523| LB2524 KIRKLIN MUNICIPAL TANK              APPROX. 2.2 KM 3022355.5 |
 LB2523| CC9524 KIRKLIN AZ MK                                      3451914.8 |
 LB2523|---------------------------------------------------------------------|
 LB2523
 LB2523                          SUPERSEDED SURVEY CONTROL
 LB2523
 LB2523  NAD 83(2007)-  40 10 56.56287(N)    086 20 15.46058(W) AD(2002.00) 0
 LB2523  ELLIP H (02/10/07)  249.132  (m)                       GP(2002.00)    
 LB2523  NAD 83(1997)-  40 10 56.56303(N)    086 20 15.46103(W) AD(       ) 1
 LB2523  ELLIP H (05/25/99)  249.156  (m)                       GP(       ) 4 1
 LB2523  NAD 83(1986)-  40 10 56.57057(N)    086 20 15.47619(W) AD(       ) 1
 LB2523  NAD 27      -  40 10 56.43300(N)    086 20 15.47900(W) AD(       ) 1
 LB2523
 LB2523.Superseded values are not recommended for survey control.
 LB2523
 LB2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2523.See file dsdata.pdf to determine how the superseded data were derived.
 LB2523
 LB2523_MARKER: DS = TRIANGULATION STATION DISK
 LB2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2523_STAMPING: KIRKLIN 1934
 LB2523_MARK LOGO: CGS
 LB2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2523+STABILITY: SURFACE MOTION
 LB2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2523+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 LB2523
 LB2523  HISTORY     - Date     Condition        Report By
 LB2523  HISTORY     - 1934     MONUMENTED       CGS
 LB2523  HISTORY     - 1948     GOOD             CGS
 LB2523  HISTORY     - 1981     GOOD             NGS
 LB2523  HISTORY     - 19920715 GOOD
 LB2523
 LB2523                          STATION DESCRIPTION
 LB2523
 LB2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2523'ABOUT 1.7 MILES BY ROAD SOUTHEAST OF KIRKLIN, ON LAND OWNED BY
 LB2523'ELBERT PERKINS, IN THE NORTHEAST CORNER OF A YARD, 0.3 MILE SOUTH
 LB2523'OF A RAILROAD CROSSING, 32 FEET WEST OF THE CENTER LINE OF THE
 LB2523'GRAVEL SECTIONLINE ROAD, 90 FEET NORTH OF THE NORTHEAST CORNER OF A
 LB2523'TENANT HOUSE, 18 FEET SOUTHWEST OF FENCE CORNER, 9 FEET SOUTH OF A
 LB2523'WIRE FENCE, WHICH IS ELBERT PERKINS NORTH PROPERTY LINE, AND
 LB2523'PROJECTS 6 INCHES.
 LB2523'
 LB2523'TO REACH FROM KIRKLIN, GO EAST 1 BLOCK FROM THE TRAFFIC LIGHT.  TURN
 LB2523'RIGHT AND FOLLOW MAIN-TRAVELLED ROAD TO THE EDGE OF TOWN.  BEAR EAST
 LB2523'AND GO 1.3 MILES FROM THE TRAFFIC LIGHT TO THE FIRST CROSSROAD
 LB2523'(THIS ROAD IS 0.2 MILE EAST OF A RAILROAD CROSSING).  HERE TURN
 LB2523'SOUTH AND GO 0.3 MILE TO THE STATION ON THE WEST SIDE OF THE ROAD.
 LB2523'
 LB2523'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2523'DISKS SET IN CONCRETE.
 LB2523'
 LB2523'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 29 FEET WEST OF THE
 LB2523'CENTER LINE OF THE ROAD, 6 FEET WEST OF A LARGE POPLAR TREE, 25 FEET
 LB2523'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE, AND PROJECTS 6
 LB2523'INCHES.  REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH
 LB2523'OF THE PROPERTY LINE FENCE, AND PROJECTS 6 INCHES.  DISTANCE
 LB2523'BETWEEN THE REFERENCE MARKS-162.72 FEET.
 LB2523'
 LB2523'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION ON THE SOUTH EDGE
 LB2523'OF THE RIGHT-OF-WAY OF GRAVEL ROAD, ABOUT 0.2 MILE EAST OF A
 LB2523'RAILROAD CROSSING, 0.1 MILE WEST OF SIDE ROAD, 43 FEET SOUTH OF THE
 LB2523'CENTER LINE OF THE ROAD, 24 FEET SOUTH-SOUTHEAST OF A 24-INCH
 LB2523'POPLAR TREE, 2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY, AND PROJECTS
 LB2523'8 INCHES.  TO REACH, GO NORTH FROM STATION FOR 0.4 MILE.  THENCE
 LB2523'WEST FOR 0.1 MILE.
 LB2523
 LB2523                          STATION RECOVERY (1948)
 LB2523
 LB2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2523'RECOVERED.
 LB2523
 LB2523                          STATION RECOVERY (1981)
 LB2523
 LB2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2523'KIRKLIN 1934 RECOVERED IN GOOD CONDITION.
 LB2523'KIRKLIN NO 1 1934 RECOVERED IN GOOD CONDITION.
 LB2523'KIRKLIN NO 2 1934 RECOVERED IN GOOD CONDITION.
 LB2523'KIRKLIN AZIMUTH RECOVERED IN GOOD CONDITION.  POST SET 1 FOOT
 LB2523'NORTH.
 LB2523'
 LB2523'STA. AND RM NO. 2 ARE IN FARM LA. TRAVELED ON BY HEAVY FARM EQUIP.
 LB2523'AZ MK IS GOOD 24 FEET SSE OF 36 INCH POPLAR STUMP.  STATION IS
 LB2523'8.5 FEET S OF FENCELINE.
 LB2523'
 LB2523'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES SE BY ROADS OF
 LB2523'KIRKLIN.
 LB2523
 LB2523                          STATION RECOVERY (1992)
 LB2523
 LB2523'RECOVERED 1992
 LB2523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2524 ***********************************************************************
 LB2524  DESIGNATION -  KIRKLIN MUNICIPAL TANK
 LB2524  PID         -  LB2524
 LB2524  STATE/COUNTY-  IN/CLINTON
 LB2524  COUNTRY     -  US
 LB2524  USGS QUAD   -  KIRKLIN (2019)
 LB2524
 LB2524                         *CURRENT SURVEY CONTROL
 LB2524  ______________________________________________________________________
 LB2524* NAD 83(1997) POSITION- 40 11 35.22949(N) 086 21 34.93089(W)   ADJUSTED
 LB2524  ______________________________________________________________________
 LB2524  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LB2524  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 LB2524  HORZ ORDER      -  THIRD
 LB2524
 LB2524.The horizontal coordinates were established by classical geodetic methods
 LB2524.and adjusted by the National Geodetic Survey in May 1999.
 LB2524
 LB2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2524.GEOID18 height accuracy estimate available here.
 LB2524
 LB2524.Click photographs - Photos may exist for this station.
 LB2524
 LB2524.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2524
 LB2524. The following values were computed from the NAD 83(1997) position.
 LB2524
 LB2524;                    North         East     Units Scale Factor Converg.
 LB2524;SPC IN W     -   549,211.334   961,617.375   MT  1.00001339   +0 28 01.3
 LB2524;SPC IN W     - 1,801,870.85  3,154,906.34   sFT  1.00001339   +0 28 01.3
 LB2524;UTM  16      - 4,449,388.472   554,501.468   MT  0.99963657   +0 24 47.6
 LB2524
 LB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5450149388(NAD 83)
 LB2524
 LB2524                          SUPERSEDED SURVEY CONTROL
 LB2524
 LB2524  NAD 83(1986)-  40 11 35.23708(N)    086 21 34.94583(W) AD(       ) 3
 LB2524  NAD 27      -  40 11 35.10000(N)    086 21 34.94700(W) AD(       ) 3
 LB2524
 LB2524.Superseded values are not recommended for survey control.
 LB2524
 LB2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2524.See file dsdata.pdf to determine how the superseded data were derived.
 LB2524
 LB2524_MARKER: 51 = TANK
 LB2524
 LB2524  HISTORY     - Date     Condition        Report By
 LB2524  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2524
 LB2524                          STATION DESCRIPTION
 LB2524
 LB2524'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2011 ***********************************************************************
 LA2011  DESIGNATION -  KITT
 LA2011  PID         -  LA2011
 LA2011  STATE/COUNTY-  IN/JAY
 LA2011  COUNTRY     -  US
 LA2011  USGS QUAD   -  DOMESTIC (2019)
 LA2011
 LA2011                         *CURRENT SURVEY CONTROL
 LA2011  ______________________________________________________________________
 LA2011* NAD 83(1997) POSITION- 40 30 40.77281(N) 085 05 08.92938(W)   ADJUSTED
 LA2011* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 LA2011  ______________________________________________________________________
 LA2011  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 LA2011  LAPLACE CORR    -          3.04  (seconds)                    DEFLEC18
 LA2011  HORZ ORDER      -  SECOND
 LA2011
 LA2011.The horizontal coordinates were established by classical geodetic methods
 LA2011.and adjusted by the National Geodetic Survey in May 1999.
 LA2011
 LA2011.The orthometric height was scaled from a topographic map.
 LA2011
 LA2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2011.GEOID18 height accuracy estimate available here.
 LA2011
 LA2011.Click photographs - Photos may exist for this station.
 LA2011
 LA2011.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2011
 LA2011. The following values were computed from the NAD 83(1997) position.
 LA2011
 LA2011;                    North         East     Units Scale Factor Converg.
 LA2011;SPC IN E     -   584,455.227   149,227.817   MT  0.99999648   +0 22 38.4
 LA2011;SPC IN E     - 1,917,500.19    489,591.60   sFT  0.99999648   +0 22 38.4
 LA2011;UTM  16      - 4,486,272.024   662,173.877   MT  0.99992374   +1 14 37.4
 LA2011
 LA2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2011!SPC IN E     -   0.99995967  x   0.99999648  =   0.99995615
 LA2011!UTM  16      -   0.99995967  x   0.99992374  =   0.99988341
 LA2011
 LA2011:                Primary Azimuth Mark                     Grid Az
 LA2011:SPC IN E     -  KITT AZ MK                               100 23 04.0
 LA2011:UTM  16      -  KITT AZ MK                               099 31 05.0
 LA2011
 LA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6217386272(NAD 83)
 LA2011
 LA2011|---------------------------------------------------------------------|
 LA2011| PID    Reference Object                     Distance      Geod. Az  |
 LA2011|                                                           dddmmss.s |
 LA2011| CC9528 KITT RM 1                            23.258 METERS 02423     |
 LA2011| CC9527 KITT AZ MK                                         1004542.4 |
 LA2011| LA2358 PORTLAND MUNICIPAL TANK             APPROX.13.0 KM 1325327.2 |
 LA2011| LA2055 PORTLAND RAD STA WPGN W MAST        APPROX.10.2 KM 1442301.9 |
 LA2011| CC9529 KITT RM 2                            22.623 METERS 22613     |
 LA2011| LA2064 PENNVILLE MUNICIPAL TANK            APPROX. 5.9 KM 2475802.6 |
 LA2011|---------------------------------------------------------------------|
 LA2011
 LA2011                          SUPERSEDED SURVEY CONTROL
 LA2011
 LA2011  NAD 83(1995)-  40 30 40.77303(N)    085 05 08.93313(W) AD(       ) 2
 LA2011  NAD 83(1986)-  40 30 40.77509(N)    085 05 08.94342(W) AD(       ) 2
 LA2011  NAD 27      -  40 30 40.61290(N)    085 05 09.04980(W) AD(       ) 2
 LA2011
 LA2011.Superseded values are not recommended for survey control.
 LA2011
 LA2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2011.See file dsdata.pdf to determine how the superseded data were derived.
 LA2011
 LA2011_MARKER: DS = TRIANGULATION STATION DISK
 LA2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2011_STAMPING: KITT 1955
 LA2011_MARK LOGO: CGS
 LA2011_PROJECTION: RECESSED 30 CENTIMETERS
 LA2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2011+STABILITY: SURFACE MOTION
 LA2011
 LA2011  HISTORY     - Date     Condition        Report By
 LA2011  HISTORY     - 1955     MONUMENTED       CGS
 LA2011  HISTORY     - 1964     GOOD             CGS
 LA2011
 LA2011                          STATION DESCRIPTION
 LA2011
 LA2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2011'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF PORTLAND, 5.5
 LA2011'MILES SOUTHWEST OF BRYANT AND 4 MILES EAST OF PENNVILLE.
 LA2011'
 LA2011'IT IS 54 FEET WEST OF A GRAVEL ROAD, 52 FEET NORTH OF A WIRE FENCE,
 LA2011'43.5 FEET NORTHWEST OF A POWERLINE POLE, 33.4 FEET WEST OF A WIRE
 LA2011'FENCE, AND ON LAND OWNED BY MRS. BELLE SCHEMENAUR.
 LA2011'
 LA2011'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 22 IN
 LA2011'PENNVILLE, GO NORTH ON STATE HIGHWAY 1 FOR 0.4 MILE TO A CROSS STREET,
 LA2011'TURN RIGHT (EAST) AND FOLLOW A MACADAM ROAD FOR 3.4 MILES TO A CROSS
 LA2011'ROAD, TURN LEFT (NORTH) AND GO ON A GRAVEL ROAD FOR 1 MILE TO A CROSS
 LA2011'ROAD, CONTINUE (NORTH) ON GRAVEL ROAD FOR 0.1 MILE TO THE FARM HOME OF
 LA2011'MRS. SCHEMENAUR ON THE LEFT AND THE STATION AS DESCRIBED.
 LA2011'
 LA2011'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE TO
 LA2011'THE CROSS ROAD, TURN LEFT (EAST) AND GO ON GRAVEL ROAD FOR 0.35 MILE
 LA2011'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2011'
 LA2011'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND THE
 LA2011'DISK IS STAMPED KITT 1955.
 LA2011'
 LA2011'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, AND
 LA2011'1 FOOT WEST OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 LA2011'THE DISK IS STAMPED KITT NO 1 1955.
 LA2011'
 LA2011'REFERENCE MARK 2 IS 9 FEET NORTH OF THE CENTER OF A DRIVEWAY, AND 1
 LA2011'FOOT EAST-NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES,
 LA2011'AND THE DISK IS STAMPED KITT NO 2 1955.
 LA2011'
 LA2011'THE AZIMUTH MARK IS 51 FEET NORTH OF THE NORTHWEST CORNER OF MR. JACOB
 LA2011'S. BINEGARS FARM HOME, 15 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 LA2011'15 FEET WEST OF A FENCE CORNER, 13 FEET WEST OF A TELEPHONE POLE, 1.5
 LA2011'FEET WEST OF A WHITE 4 IN BY 4 IN WITNESS POST, AND 1 FOOT NORTH OF A
 LA2011'WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED KITT
 LA2011'1955.
 LA2011'
 LA2011'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2011
 LA2011                          STATION RECOVERY (1964)
 LA2011
 LA2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2011'ABOUT 0.4 MILE NORTH ALONG NO. 1 INDIANA HWY. (UNION STREET) FROM ITS
 LA2011'JUNCTION WITH NO. 22 INDIANA HWY. ON SOUTH EDGE OF PENNVILLE AND ABOUT
 LA2011'100 YARDS NE OF BRIDGE OVER SALAMONIE RIVER AND TURN RIGHT, THENCE 3.4
 LA2011'MILE E ON LAGRO STREET AND NO. 60 COUNTY ROAD TO SUGAR GROVE CHURCH OF
 LA2011'NAZARENE AND TURN LEFT, THENCE 1.1 MILE N ON NO. 85 COUNTY ROAD TO TOP
 LA2011'OF HILL AT HOUSE AND STATION ON LEFT.
 LA2011'
 LA2011'IT IS 92 FEET NNE OF NE CORNER HOUSE, 23 FEET E OF PROJECTED PLANE OF
 LA2011'E WALL OF SAME, 55 FEET W OF CENTER LINE OF GRAVEL ROAD, 43.5 FEET NW
 LA2011'OF A POWER POLE, STANDARD DISKS STAMPED KITT 1955 ARE SET IN MARKS
 LA2011'WITH THE UPPER MARK A FOOT UNDERGROUND.
 LA2011'
 LA2011'R.M. STAMPED KITT NO 1 1955, PROJECTS 0.2 FOOT, IS 23.258 METERS OR
 LA2011'76.30 FEET N 24 DEG 23 MIN E FROM THE STATION, 22 FEET W. OF THE
 LA2011'CENTER LINE OF ROAD, AND 1.9 FEET SSW OF STEEL WITNESS POST.
 LA2011'
 LA2011'R.M. STAMPED KITT NO 2 1955, PROJECTS 0.2 FOOT, IS 22.623 METERS OR
 LA2011'74.22 FEET S 66 DEG 13 MIN W FROM THE STATION, AND ONE FOOT ENE OF
 LA2011'FENCE CORNER.
 LA2011'
 LA2011'AZIMUTH MARK STAMPED KITT 1955, PROJECTS 0.4 FOOT, IS ABOUT 0.4 MILE S
 LA2011'79 DEG 14 MIN E FROM THE STATION, 24-1/2 FEET W.  OF PROJECTED PLANE
 LA2011'OF W WALL OF A FRAME HOUSE, 17-1/2 FEET S OF CENTER LINE OF GRAVELED
 LA2011'ROAD, 0.1 FOOT LOWER THAN SAME, AND 1.9 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0795 ***********************************************************************
 LA0795  DESIGNATION -  KK 189
 LA0795  PID         -  LA0795
 LA0795  STATE/COUNTY-  IN/ALLEN
 LA0795  COUNTRY     -  US
 LA0795  USGS QUAD   -  OSSIAN (2019)
 LA0795
 LA0795                         *CURRENT SURVEY CONTROL
 LA0795  ______________________________________________________________________
 LA0795* NAD 83(1986) POSITION- 40 55 21.     (N) 085 10 00.     (W)   SCALED
 LA0795* NAVD 88 ORTHO HEIGHT -   247.565 (meters)      812.22  (feet) ADJUSTED
 LA0795  ______________________________________________________________________
 LA0795  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 LA0795  DYNAMIC HEIGHT  -        247.456 (meters)      811.86  (feet) COMP
 LA0795  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 LA0795
 LA0795  VERT ORDER      -  SECOND    CLASS 0
 LA0795
 LA0795.The horizontal coordinates were scaled from a map and have
 LA0795.an estimated accuracy of +/- 6 seconds.
 LA0795
 LA0795.The orthometric height was determined by differential leveling and
 LA0795.adjusted by the NATIONAL GEODETIC SURVEY
 LA0795.in June 1991.
 LA0795
 LA0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0795.GEOID18 height accuracy estimate available here.
 LA0795
 LA0795.Click photographs - Photos may exist for this station.
 LA0795
 LA0795.The dynamic height is computed by dividing the NAVD 88
 LA0795.geopotential number by the normal gravity value computed on the
 LA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0795.degrees latitude (g = 980.6199 gals.).
 LA0795
 LA0795.The modeled gravity was interpolated from observed gravity values.
 LA0795
 LA0795;                    North         East    Units  Estimated Accuracy
 LA0795;SPC IN E     -   630,070.      142,120.      MT  (+/- 180 meters Scaled)
 LA0795
 LA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543317(NAD 83)
 LA0795
 LA0795                          SUPERSEDED SURVEY CONTROL
 LA0795
 LA0795  NGVD 29 (??/??/92)  247.712  (m)          812.70   (f) ADJ UNCH    2 0
 LA0795
 LA0795.Superseded values are not recommended for survey control.
 LA0795
 LA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0795.See file dsdata.pdf to determine how the superseded data were derived.
 LA0795
 LA0795_MARKER: DB = BENCH MARK DISK
 LA0795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0795_SP_SET: CATCH BASIN CURB
 LA0795_STAMPING: KK 189 1946
 LA0795_MARK LOGO: CGS
 LA0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0795
 LA0795  HISTORY     - Date     Condition        Report By
 LA0795  HISTORY     - 1946     MONUMENTED       CGS
 LA0795  HISTORY     - 1968     POOR             CGS
 LA0795
 LA0795                          STATION DESCRIPTION
 LA0795
 LA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0795'3 MI N FROM OSSIAN.
 LA0795'ABOUT 2.95 MILES NORTH ALONG S.R.1 FROM THE POST OFFICE AT
 LA0795'OSSIAN, ABOUT 0.45 MILE NORTH OF THE ALLEN-WELLS CO. LINE, 100
 LA0795'YDS. SOUTH OF A WHITE TWO STORY HOUSE ON THE EAST SIDE OF THE
 LA0795'HIGHWAY, 34 FT. EAST OF THE C/L OF THE HIGHWAY, 108 FT. NORTH
 LA0795'OF A T FENCE CORNER, 7 FT. WEST OF A TELEPHONE POLE 514, ABOUT
 LA0795'3 FT. BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE
 LA0795'CENTER OF THE EAST CONCRETE CURBING OF A 2 FT X 2 FT CATCH
 LA0795'BASIN.  NOTE-- THIS MARK HAS BEEN HIT BY MOWERS AND THE MARK.
 LA0795'IS BATTERED ALTHOUGH THE ELEVATION APPARENTLY IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2340 ***********************************************************************
 ME2340  DESIGNATION -  KLEIN
 ME2340  PID         -  ME2340
 ME2340  STATE/COUNTY-  IN/MARSHALL
 ME2340  COUNTRY     -  US
 ME2340  USGS QUAD   -  PLYMOUTH (2019)
 ME2340
 ME2340                         *CURRENT SURVEY CONTROL
 ME2340  ______________________________________________________________________
 ME2340* NAD 83(1997) POSITION- 41 16 50.57397(N) 086 15 57.73321(W)   ADJUSTED
 ME2340* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 ME2340  ______________________________________________________________________
 ME2340  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 ME2340  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2340  HORZ ORDER      -  THIRD
 ME2340
 ME2340.The horizontal coordinates were established by classical geodetic methods
 ME2340.and adjusted by the National Geodetic Survey in May 1999.
 ME2340
 ME2340.The orthometric height was scaled from a topographic map.
 ME2340
 ME2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2340.GEOID18 height accuracy estimate available here.
 ME2340
 ME2340.Click photographs - Photos may exist for this station.
 ME2340
 ME2340.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2340
 ME2340. The following values were computed from the NAD 83(1997) position.
 ME2340
 ME2340;                    North         East     Units Scale Factor Converg.
 ME2340;SPC IN E     -   669,905.691    49,787.978   MT  0.99999768   -0 23 43.6
 ME2340;SPC IN E     - 2,197,848.92    163,346.06   sFT  0.99999768   -0 23 43.6
 ME2340;UTM  16      - 4,570,179.592   561,464.999   MT  0.99964649   +0 29 03.3
 ME2340
 ME2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2340!SPC IN E     -   0.99996391  x   0.99999768  =   0.99996159
 ME2340!UTM  16      -   0.99996391  x   0.99964649  =   0.99961041
 ME2340
 ME2340:                Primary Azimuth Mark                     Grid Az
 ME2340:SPC IN E     -  KLEIN AZ MK                              002 01 23.4
 ME2340:UTM  16      -  KLEIN AZ MK                              001 08 36.5
 ME2340
 ME2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6146470179(NAD 83)
 ME2340
 ME2340|---------------------------------------------------------------------|
 ME2340| PID    Reference Object                     Distance      Geod. Az  |
 ME2340|                                                           dddmmss.s |
 ME2340| CM2961 KLEIN AZ MK                                        0013739.8 |
 ME2340| ME0236 BOURBON                             APPROX.11.6 KM 0815842.0 |
 ME2340| CM2962 KLEIN RM 1                           24.287 METERS 09819     |
 ME2340| ME2296 ARGOS MUNICIPAL TANK                APPROX. 5.2 KM 1620927.4 |
 ME2340| CM2963 KLEIN RM 2                           24.530 METERS 33120     |
 ME2340|---------------------------------------------------------------------|
 ME2340
 ME2340                          SUPERSEDED SURVEY CONTROL
 ME2340
 ME2340  NAD 83(1986)-  41 16 50.57904(N)    086 15 57.74109(W) AD(       ) 3
 ME2340  NAD 27      -  41 16 50.42300(N)    086 15 57.72190(W) AD(       ) 3
 ME2340
 ME2340.Superseded values are not recommended for survey control.
 ME2340
 ME2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2340.See file dsdata.pdf to determine how the superseded data were derived.
 ME2340
 ME2340_MARKER: DS = TRIANGULATION STATION DISK
 ME2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2340_STAMPING: KLEIN 1952
 ME2340_MARK LOGO: CGS
 ME2340_PROJECTION: FLUSH
 ME2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2340+STABILITY: SURFACE MOTION
 ME2340
 ME2340  HISTORY     - Date     Condition        Report By
 ME2340  HISTORY     - 1952     MONUMENTED       CGS
 ME2340  HISTORY     - 1974     GOOD             NGS
 ME2340  HISTORY     - 1975     GOOD             NGS
 ME2340
 ME2340                          STATION DESCRIPTION
 ME2340
 ME2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2340'STATION IS LOCATED 5 MILES SOUTH OF PLYMOUTH ON PROPERTY OWNED BY V.
 ME2340'KLEIN.  IT IS 0.2 MILE SOUTH OF
 ME2340'H.J. HEINZ CO. HOUSE, 75 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31,
 ME2340'22 FEET NORTHEAST OF A TELEPHONE
 ME2340'POLE, 16 FEET NORTHEAST OF A FENCE CORNER AND 13 FEET
 ME2340'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2340'AND THE DISK IS STAMPED KLEIN 1952.
 ME2340'
 ME2340'REFERENCE MARK NO. 1 IS 88 FEET EAST OF THE FENCE CORNER AND 1 FOOT
 ME2340'NORTH OF A FENCE LINE.  THE MARK
 ME2340'IS FLUSH AND THE DISK IS STAMPED KLEIN NO 1 1952.
 ME2340'
 ME2340'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER OF THE HIGHWAY, 32
 ME2340'FEET SOUTH OF A TELEPHONE POLE
 ME2340'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2340'STAMPED KLEIN NO 2 1952.
 ME2340'
 ME2340'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF A PAVED ROAD, 5 FEET
 ME2340'NORTHWEST OF A TELEPHONE POLE,
 ME2340'4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 ME2340'THE MARK PROJECTS 3 INCHES AND THE
 ME2340'DISK IS STAMPED KLEIN 1952.
 ME2340'
 ME2340'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 31
 ME2340'IN PLYMOUTH GO SOUTH ON
 ME2340'HIGHWAY 31 FOR 4.9 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2340'
 ME2340'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 31 FOR
 ME2340'1.0 MILE TO A PAVED ROAD RIGHT,
 ME2340'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.4 MILE TO THE MARK ON
 ME2340'THE LEFT AS DESCRIBED.
 ME2340'
 ME2340'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2340
 ME2340                          STATION RECOVERY (1974)
 ME2340
 ME2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KM)
 ME2340'RECOVERED BY BRADY LAND SURVEYING INCORPORATED.
 ME2340'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 ME2340'CONDITION 5 MI (8.0 KM) S. OF PLYMOUTH.
 ME2340
 ME2340                          STATION RECOVERY (1975)
 ME2340
 ME2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2340'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 ME2340'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 ME2340'THE STATION.  THERE IS A NEW WOODEN FENCE ON LINE TO THE MARK.  THE
 ME2340'DISTANCE AND THE DIRECTION CHECKED THE REFERENCE MARKS.  DUE TO
 ME2340'MAJOR ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 ME2340'
 ME2340'THE STATION MARK IS 81 FEET SOUTHEAST OF A METAL WITNESS POST, 63
 ME2340'FEET EAST OF THE CENTERLINE OF OLD HIGHWAY 31, 17 FEET NORTHEAST OF
 ME2340'A CORNER FENCE POST, 14 FEET EAST OF A FENCELINE AND 14 FEET NORTH
 ME2340'OF A FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KLEIN
 ME2340'1952.
 ME2340'
 ME2340'REFERENCE MARK 1 IS 6 FEET NORTHWEST OF A 30 INCH TREE AND 1 FOOT
 ME2340'NORTH OF A FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2340'KLEIN NO 1 1952.
 ME2340'
 ME2340'REFERENCE MARK 2 IS 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 ME2340'32 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A METAL
 ME2340'WITNESS POST AND 1 FOOT EAST OF THE FENCELINE.  THE MONUMENT IS
 ME2340'FLUSH AND THE DISK IS STAMPED KLEIN NO 2 1952.
 ME2340'
 ME2340'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 ME2340'2 FEET WEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A
 ME2340'FENCELINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2340'KLEIN 1952.
 ME2340'
 ME2340'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S. HIGHWAY 31
 ME2340'AND STATE HIGHWAY 10 (N. MICHIGAN STREET AND E. WALNUT STREET) IN
 ME2340'ARGOS, GO NORTH ON OLD HIGHWAY 31 FOR 3.2 MILES TO THE STATION ON
 ME2340'THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 ME2340'GO NORTH ON THE HIGHWAY FOR 0.5 MILE TO U.S. HIGHWAY 31 (FOUR
 ME2340'LANED ROAD).  TURN RIGHT AND GO NORTH ON HIGHWAY 31 FOR 0.5
 ME2340'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 ME2340'PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 ME2340'
 ME2340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 ME2340'PLYMOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2353 ***********************************************************************
 ME2353  DESIGNATION -  KNEISLEY
 ME2353  PID         -  ME2353
 ME2353  STATE/COUNTY-  IN/LA PORTE
 ME2353  COUNTRY     -  US
 ME2353  USGS QUAD   -  HAMLET (2019)
 ME2353
 ME2353                         *CURRENT SURVEY CONTROL
 ME2353  ______________________________________________________________________
 ME2353* NAD 83(1997) POSITION- 41 29 09.74793(N) 086 35 13.26505(W)   ADJUSTED
 ME2353* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2353  ______________________________________________________________________
 ME2353  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME2353  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 ME2353  HORZ ORDER      -  THIRD
 ME2353
 ME2353.The horizontal coordinates were established by classical geodetic methods
 ME2353.and adjusted by the National Geodetic Survey in May 1999.
 ME2353
 ME2353.The orthometric height was scaled from a topographic map.
 ME2353
 ME2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2353.GEOID18 height accuracy estimate available here.
 ME2353
 ME2353.Click photographs - Photos may exist for this station.
 ME2353
 ME2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2353
 ME2353. The following values were computed from the NAD 83(1997) position.
 ME2353
 ME2353;                    North         East     Units Scale Factor Converg.
 ME2353;SPC IN W     -   692,654.366   941,448.003   MT  0.99998780   +0 19 43.6
 ME2353;SPC IN W     - 2,272,483.53  3,088,733.99   sFT  0.99998780   +0 19 43.6
 ME2353;UTM  16      - 4,592,796.826   534,476.054   MT  0.99961463   +0 16 24.9
 ME2353
 ME2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2353!SPC IN W     -   0.99997255  x   0.99998780  =   0.99996035
 ME2353!UTM  16      -   0.99997255  x   0.99961463  =   0.99958719
 ME2353
 ME2353:                Primary Azimuth Mark                     Grid Az
 ME2353:SPC IN W     -  KNEISLEY AZ MK                           078 39 30.6
 ME2353:UTM  16      -  KNEISLEY AZ MK                           078 42 49.3
 ME2353
 ME2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3447692796(NAD 83)
 ME2353
 ME2353|---------------------------------------------------------------------|
 ME2353| PID    Reference Object                     Distance      Geod. Az  |
 ME2353|                                                           dddmmss.s |
 ME2353| ME2354 TT 41 F                               8.518 METERS 01019     |
 ME2353| CM2965 KNEISLEY RM 1                        28.038 METERS 07350     |
 ME2353| CM2964 KNEISLEY AZ MK                                     0785914.2 |
 ME2353|---------------------------------------------------------------------|
 ME2353
 ME2353                          SUPERSEDED SURVEY CONTROL
 ME2353
 ME2353  NAD 83(1986)-  41 29 09.75121(N)    086 35 13.27036(W) AD(       ) 3
 ME2353  NAD 27      -  41 29 09.59230(N)    086 35 13.21300(W) AD(       ) 3
 ME2353
 ME2353.Superseded values are not recommended for survey control.
 ME2353
 ME2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2353.See file dsdata.pdf to determine how the superseded data were derived.
 ME2353
 ME2353_MARKER: DS = TRIANGULATION STATION DISK
 ME2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2353_STAMPING: KNEISLEY 1952
 ME2353_MARK LOGO: CGS
 ME2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2353+STABILITY: SURFACE MOTION
 ME2353
 ME2353  HISTORY     - Date     Condition        Report By
 ME2353  HISTORY     - 1952     MONUMENTED       CGS
 ME2353
 ME2353                          STATION DESCRIPTION
 ME2353
 ME2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2353'STATION IS LOCATED 5.0 MILES WEST OF WALKERTON ON PROPERTY OWNED BY
 ME2353'MR. J.O.  KNEISLEY.  IT IS 33 FEET WEST OF A POWER LINE POLE, 27 FEET
 ME2353'NORTHWEST OF THE CENTER OF A PAVED ROAD, 13 FEET SOUTHWEST OF A WHITE
 ME2353'WITNESS POST AND 2 FEET EAST OF A FENCE LINE.  THE MARK PORJECTS 2
 ME2353'INCHES AND THE DISK IS STAMPED KNEISLEY 1952
 ME2353'
 ME2353'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE POWER LINE POLE, 15 FEET
 ME2353'NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 ME2353'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KNEISLEY NO 1 1952.
 ME2353'
 ME2353'TT 41 F (USGS) BM IS USED AS A REFERENCE MARK.  IT IS 45 FEET NORTH OF
 ME2353'THE CENTER OF THE ROAD, 30 FEET NORTHWEST OF A POWER LINE POLE AND 1
 ME2353'FOOT WEST OF A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST,
 ME2353'FLUSH, WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK ATOP
 ME2353'STAMPED TT STA 41 F 1928.
 ME2353'
 ME2353'AZIMUTH MARK IS 59 FEET EAST OF THE CENTER OF A PAVED ROAD, 19 FEET
 ME2353'NORTH OF THE CENTER OF A PAVED ROAD, 6 FEET NORTHWEST OF A WHITE
 ME2353'WITNESS POST, 4 FEET SOUTHEAST OF A POWER LINE POLE AND 1 FOOT
 ME2353'SOUTHWEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2353'STAMPED KNEISLEY 1952.
 ME2353'
 ME2353'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 ME2353'HIGHWAY 23, IN WALKERTON, GO WEST ON HIGHWAY 6 FOR 5.8 MILES TO A
 ME2353'T-ROAD, NORTH, TURN RIGHT AND GO NORTH FOR 0.6 MILE TO THE B AND O
 ME2353'RAILROAD TRACKS, CROSS TRACKS AND CONTINUE ON ROAD FOR 0.3 MILE TO A
 ME2353'RIGHT ANGLE IN THE ROAD AND THE STATION AS DESCRIBED, TURN RIGHT AND
 ME2353'GO EAST FOR 0.25 MILE TO A T-ROAD NORTH AND THE AZIMUTH MARK AS
 ME2353'DESCRIBED.
 ME2353'
 ME2353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2551 ***********************************************************************
 ME2551  DESIGNATION -  KNIGHT
 ME2551  PID         -  ME2551
 ME2551  STATE/COUNTY-  IN/NEWTON
 ME2551  COUNTRY     -  US
 ME2551  USGS QUAD   -  SHELBY (2019)
 ME2551
 ME2551                         *CURRENT SURVEY CONTROL
 ME2551  ______________________________________________________________________
 ME2551* NAD 83(1997) POSITION- 41 08 40.09447(N) 087 21 32.35557(W)   ADJUSTED
 ME2551* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 ME2551  ______________________________________________________________________
 ME2551  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 ME2551  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 ME2551  HORZ ORDER      -  SECOND
 ME2551
 ME2551.The horizontal coordinates were established by classical geodetic methods
 ME2551.and adjusted by the National Geodetic Survey in May 1999.
 ME2551
 ME2551.The orthometric height was scaled from a topographic map.
 ME2551
 ME2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2551.GEOID18 height accuracy estimate available here.
 ME2551
 ME2551.Click photographs - Photos may exist for this station.
 ME2551
 ME2551.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2551
 ME2551. The following values were computed from the NAD 83(1997) position.
 ME2551
 ME2551;                    North         East     Units Scale Factor Converg.
 ME2551;SPC IN W     -   654,638.524   876,859.246   MT  0.99997325   -0 10 52.9
 ME2551;SPC IN W     - 2,147,759.89  2,876,829.04   sFT  0.99997325   -0 10 52.9
 ME2551;UTM  16      - 4,554,856.976   469,874.581   MT  0.99961117   -0 14 10.3
 ME2551
 ME2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2551!SPC IN W     -   0.99997312  x   0.99997325  =   0.99994637
 ME2551!UTM  16      -   0.99997312  x   0.99961117  =   0.99958430
 ME2551
 ME2551:                Primary Azimuth Mark                     Grid Az
 ME2551:SPC IN W     -  COLFAX                                   183 32 53.4
 ME2551:UTM  16      -  COLFAX                                   183 36 10.8
 ME2551
 ME2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6987454856(NAD 83)
 ME2551
 ME2551|---------------------------------------------------------------------|
 ME2551| PID    Reference Object                     Distance      Geod. Az  |
 ME2551|                                                           dddmmss.s |
 ME2551| CM2967 KNIGHT RM 1                          31.421 METERS 04530     |
 ME2551| CM2969 KNIGHT RM 3                           9.593 METERS 04723     |
 ME2551| CM2966 KNIGHT AZ MK                                       0882330.1 |
 ME2551| ME2554 COLFAX                              APPROX.10.2 KM 1832200.5 |
 ME2551| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 9.5 KM 3081557.5 |
 ME2551| CM2968 KNIGHT RM 2                          31.480 METERS 31251     |
 ME2551|---------------------------------------------------------------------|
 ME2551
 ME2551                          SUPERSEDED SURVEY CONTROL
 ME2551
 ME2551  NAD 83(1986)-  41 08 40.09762(N)    087 21 32.36204(W) AD(       ) 2
 ME2551  NAD 27      -  41 08 39.96730(N)    087 21 32.25390(W) AD(       ) 2
 ME2551
 ME2551.Superseded values are not recommended for survey control.
 ME2551
 ME2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2551.See file dsdata.pdf to determine how the superseded data were derived.
 ME2551
 ME2551_MARKER: DS = TRIANGULATION STATION DISK
 ME2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2551_STAMPING: KNIGHT 1952
 ME2551_MARK LOGO: CGS
 ME2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2551+STABILITY: SURFACE MOTION
 ME2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2551+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 ME2551
 ME2551  HISTORY     - Date     Condition        Report By
 ME2551  HISTORY     - 1952     MONUMENTED       CGS
 ME2551  HISTORY     - 1967     GOOD             CGS
 ME2551  HISTORY     - 1977     GOOD             NGS
 ME2551  HISTORY     - 20071017 GOOD             INDOT
 ME2551  HISTORY     - 20081011 GOOD             GEOCAC
 ME2551
 ME2551                          STATION DESCRIPTION
 ME2551
 ME2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2551'STATION IS LOCATED ON THE PROPERTY OF DONALD BRUECHET ALONG THE SOUTH
 ME2551'SIDE OF STATE HIGHWAY 10 AND ABOUT 4 MILES EAST OF LAKE VILLAGE AND
 ME2551'1-1/4 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 10 AND 55.  IT IS
 ME2551'41 FEET SOUTH OF CENTER OF HIGHWAY 10, 22 FEET SOUTHEAST OF AN 8 INCH
 ME2551'WALNUT TREE WITH A TRIANGLE BLAZE AND 6 FEET WEST OF A WHITE WITNESS
 ME2551'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED KNIGHT
 ME2551'1952.
 ME2551'
 ME2551'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF CENTER OF HIGHWAY, 12 FEET
 ME2551'NORTH OF A 10 INCH CATALPA TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 ME2551'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED KNIGHT NO 1 1952.
 ME2551'
 ME2551'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF CENTER OF HIGHWAY, 4 FEET
 ME2551'EAST OF A 10 INCH CATALPA TREE AND 2 FEET SOUTH OF A FENCE.  THE MARK
 ME2551'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KNIGHT NO 2 1952.
 ME2551'
 ME2551'AZIMUTH MARK IS 33 FEET SOUTH OF CENTER OF HIGHWAY 10, 3 FEET
 ME2551'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE
 ME2551'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED KNIGHT 1952.
 ME2551'
 ME2551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 55,
 ME2551'WHICH IS ABOUT 5 MILES EAST OF LAKE VILLAGE, GO WEST ON STATE HIGHWAY
 ME2551'10 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2551'CONTINUE WEST ON HIGHWAY 10 FOR 0.25 MILE TO THE STATION ON THE LEFT
 ME2551'AS DESCRIBED.
 ME2551'
 ME2551'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2551
 ME2551                          STATION RECOVERY (1967)
 ME2551
 ME2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2551'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 ME2551'GOOD CONDITION.  THE MONUMENT OF THE AZIMUTH MARK WAS FOUND UPROOTED
 ME2551'AND THE DISK GONE.  THE AZIMUTH MARK SHOULD BE CONSIDERED AS LOST.
 ME2551'
 ME2551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES EAST OF
 ME2551'LAKE VILLAGE.
 ME2551
 ME2551                          STATION RECOVERY (1977)
 ME2551
 ME2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME2551'STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  THE
 ME2551'AZIMUTH MARK WAS FOUND UPROOTED LAYING ON ITS SIDE DESTROYED PROBALLY
 ME2551'BY ROAD WORK.  REFERENCE MARK 1 WAS FOUND UPROOTED AND APPEARED TO
 ME2551'HAVE BEEN DESTROYED WHEN TELEPHONE UNDERGROUND CABLES WERE INSTALLED.
 ME2551'REFERENCE MARK 3 WAS SET.  THERE WAS NO OBJECT TO SET AN AZIMUTH MARK.
 ME2551'
 ME2551'THE 1952 DESCRIPTION IS ADEQUATE WITH THE ADDITION OF WITNESS POSTS
 ME2551'SET AND THE PROPERTY OWNER IS NOW MRS. MARY BRUECHET WHO RESIDES AT
 ME2551'THE STATION SITE.
 ME2551'
 ME2551'REFERENCE MARK 3 IS 23 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 ME2551'10, 1-FOOT EAST OF A METAL WITNESS POST AND 1-FOOT WEST OF A TELEPHONE
 ME2551'POLE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED KNIGHT 1952 NO 3
 ME2551'1977.
 ME2551'
 ME2551'NO MEASUREMENT R.M. 2 TO R.M. 3.  TRAFFIC TOO HEAVY AND THE VISIBILITY
 ME2551'OF ONCOMMING VEHICLES POOR.
 ME2551'
 ME2551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF LAKE
 ME2551'VILLAGE.
 ME2551'
 ME2551'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2551
 ME2551                          STATION RECOVERY (2007)
 ME2551
 ME2551'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2007 (DLF)
 ME2551'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION
 ME2551'REFERENCE MARK NO. 3 DESTROYED
 ME2551
 ME2551                          STATION RECOVERY (2008)
 ME2551
 ME2551'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME2551'FOUND STATION AND RM 2
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3386 ***********************************************************************
 JZ3386  DESIGNATION -  KNIGHT
 JZ3386  PID         -  JZ3386
 JZ3386  STATE/COUNTY-  IN/HANCOCK
 JZ3386  COUNTRY     -  US
 JZ3386  USGS QUAD   -  MORRISTOWN (2019)
 JZ3386
 JZ3386                         *CURRENT SURVEY CONTROL
 JZ3386  ______________________________________________________________________
 JZ3386* NAD 83(1997) POSITION- 39 43 39.08179(N) 085 38 31.54955(W)   ADJUSTED
 JZ3386* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 JZ3386  ______________________________________________________________________
 JZ3386  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 JZ3386  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 JZ3386  HORZ ORDER      -  FIRST
 JZ3386
 JZ3386.The horizontal coordinates were established by classical geodetic methods
 JZ3386.and adjusted by the National Geodetic Survey in May 1999.
 JZ3386
 JZ3386.The orthometric height was scaled from a topographic map.
 JZ3386
 JZ3386.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3386.GEOID18 height accuracy estimate available here.
 JZ3386
 JZ3386.Click photographs - Photos may exist for this station.
 JZ3386
 JZ3386.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3386
 JZ3386. The following values were computed from the NAD 83(1997) position.
 JZ3386
 JZ3386;                    North         East     Units Scale Factor Converg.
 JZ3386;SPC IN E     -   497,265.232   102,106.336   MT  0.99996672   +0 00 56.5
 JZ3386;SPC IN E     - 1,631,444.35    334,993.87   sFT  0.99996672   +0 00 56.5
 JZ3386;UTM  16      - 4,398,397.077   616,371.595   MT  0.99976672   +0 52 04.7
 JZ3386
 JZ3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3386!SPC IN E     -   0.99996095  x   0.99996672  =   0.99992768
 JZ3386!UTM  16      -   0.99996095  x   0.99976672  =   0.99972768
 JZ3386
 JZ3386:                Primary Azimuth Mark                     Grid Az
 JZ3386:SPC IN E     -  KNIGHT AZ MK                             299 36 56.9
 JZ3386:UTM  16      -  KNIGHT AZ MK                             298 45 48.7
 JZ3386
 JZ3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1637198397(NAD 83)
 JZ3386
 JZ3386|---------------------------------------------------------------------|
 JZ3386| PID    Reference Object                     Distance      Geod. Az  |
 JZ3386|                                                           dddmmss.s |
 JZ3386| CC9531 KNIGHT RM 1                          29.325 METERS 07825     |
 JZ3386| JZ3387 MORRISTOWN MUNICIPAL TANK           APPROX. 7.5 KM 2163434.5 |
 JZ3386| JZ3393 GREENFIELD LILLY BIO LAB TANK       APPROX.14.5 KM 2943144.3 |
 JZ3386| CC9530 KNIGHT AZ MK                                       2993753.4 |
 JZ3386| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX.12.6 KM 3002158.2 |
 JZ3386|---------------------------------------------------------------------|
 JZ3386
 JZ3386                          SUPERSEDED SURVEY CONTROL
 JZ3386
 JZ3386  NAD 83(1995)-  39 43 39.08193(N)    085 38 31.56219(W) AD(       ) 1
 JZ3386  NAD 83(1986)-  39 43 39.08150(N)    085 38 31.56498(W) AD(       ) 1
 JZ3386  NAD 27      -  39 43 38.92400(N)    085 38 31.65100(W) AD(       ) 1
 JZ3386
 JZ3386.Superseded values are not recommended for survey control.
 JZ3386
 JZ3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3386.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3386
 JZ3386_MARKER: DS = TRIANGULATION STATION DISK
 JZ3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3386_STAMPING: KNIGHT 1939
 JZ3386_MARK LOGO: CGS
 JZ3386_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3386+STABILITY: SURFACE MOTION
 JZ3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3386+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ3386
 JZ3386  HISTORY     - Date     Condition        Report By
 JZ3386  HISTORY     - 1939     MONUMENTED       CGS
 JZ3386  HISTORY     - 20090203 GOOD             IN-059
 JZ3386
 JZ3386                          STATION DESCRIPTION
 JZ3386
 JZ3386'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3386'THIS STATION IS LOCATED ABOUT 3.25 MILES W OF CARTHAGE, 0.4 MILE W OF
 JZ3386'THE HANCOCK COUNTY LINE, ON THE TOP OF A HILL, IN THE NW CORNER
 JZ3386'OF A CULTIVATED FIELD, ON PROPERTY BELONGING TO MR. M.K. KNIGHT WHO
 JZ3386'LIVES ABOUT 0.25 MILE E OF THE STATION. THE MARK IS SET 38 FEET
 JZ3386'S OF THE CENTER LINE OF THE GRAVEL ROAD, 62 FEET E OF THE N-S FENCE
 JZ3386'LINE, 66 FEET ESE OF THE NW FENCE CORNER, 22 FEET S OF A
 JZ3386'STANDARD REFERENCE POST SET IN THE E-W FENCE LINE. THE MARK IS SET 12
 JZ3386'INCHES BELOW THE SURFACE.
 JZ3386'
 JZ3386'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3386'DISKS SET IN CONCRETE.
 JZ3386'
 JZ3386'REFERENCE MARK NO. 1 IS ENE OF THE STATION, SET IN THE FENCE LINE, 15
 JZ3386'FEET S OF THE CENTER LINE OF THE GRAVEL ROAD.  THE MARK PROJECTS
 JZ3386'4 INCHES.
 JZ3386'
 JZ3386'REFERENCE MARK NO. 2 IS SW OF THE STATION, SET 1 FOOT E OF THE N-S
 JZ3386'FENCE LINE, 104 FEET S OF THE NW FENCE CORNER. THE MARK PROJECTS 6
 JZ3386'INCHES.
 JZ3386'
 JZ3386'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NW OF THE STATION, SET ON
 JZ3386'THE SW SIDE OF THE GRAVEL ROAD, 1.5 FEET SW OF THE FENCE LINE,
 JZ3386'18 FEET S OF THE CENTER LINE OF THE GRAVEL ROAD, 51 FEET NW OF A
 JZ3386'WOODEN GATE OPPOSITE THE HOUSE BELONGING TO MRS. MARY JESSUP.
 JZ3386'
 JZ3386'TO REACH THE STATION FROM THE N END OF CARTHAGE, GO W ON THE MACADAM
 JZ3386'ROAD FOR 3.0 MILES TO THE HANCOCK COUNTY LINE.  TURN S AND GO 0.8
 JZ3386'MILE TO A CROSSROADS, TURN RIGHT CONTINUE 0.4 MILE TO THE TOP OF THE
 JZ3386'HILL AND THE STATION ON THE LEFT.
 JZ3386'
 JZ3386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3386
 JZ3386                          STATION RECOVERY (2009)
 JZ3386
 JZ3386'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3382 ***********************************************************************
 JZ3382  DESIGNATION -  KNIGHTSTOWN SOLDIERS TANK
 JZ3382  PID         -  JZ3382
 JZ3382  STATE/COUNTY-  IN/RUSH
 JZ3382  COUNTRY     -  US
 JZ3382  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ3382
 JZ3382                         *CURRENT SURVEY CONTROL
 JZ3382  ______________________________________________________________________
 JZ3382* NAD 83(1997) POSITION- 39 46 06.27702(N) 085 31 13.00605(W)   ADJUSTED
 JZ3382  ______________________________________________________________________
 JZ3382  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 JZ3382  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JZ3382  HORZ ORDER      -  THIRD
 JZ3382
 JZ3382.The horizontal coordinates were established by classical geodetic methods
 JZ3382.and adjusted by the National Geodetic Survey in May 1999.
 JZ3382
 JZ3382.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3382.GEOID18 height accuracy estimate available here.
 JZ3382
 JZ3382.Click photographs - Photos may exist for this station.
 JZ3382
 JZ3382.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3382
 JZ3382. The following values were computed from the NAD 83(1997) position.
 JZ3382
 JZ3382;                    North         East     Units Scale Factor Converg.
 JZ3382;SPC IN E     -   501,814.779   112,542.281   MT  0.99996860   +0 05 37.1
 JZ3382;SPC IN E     - 1,646,370.65    369,232.47   sFT  0.99996860   +0 05 37.1
 JZ3382;UTM  16      - 4,403,100.547   626,736.759   MT  0.99979775   +0 56 48.1
 JZ3382
 JZ3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2673603100(NAD 83)
 JZ3382
 JZ3382                          SUPERSEDED SURVEY CONTROL
 JZ3382
 JZ3382  NAD 83(1995)-  39 46 06.27796(N)    085 31 13.01564(W) AD(       ) 3
 JZ3382  NAD 83(1986)-  39 46 06.27829(N)    085 31 13.02090(W) AD(       ) 3
 JZ3382  NAD 27      -  39 46 06.11500(N)    085 31 13.11100(W) AD(       ) 3
 JZ3382
 JZ3382.Superseded values are not recommended for survey control.
 JZ3382
 JZ3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3382.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3382
 JZ3382_MARKER: 53 = ELEVATED TANK
 JZ3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3382+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2003
 JZ3382
 JZ3382  HISTORY     - Date     Condition        Report By
 JZ3382  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3382  HISTORY     - 20030511 GOOD             GEOCAC
 JZ3382
 JZ3382                          STATION DESCRIPTION
 JZ3382
 JZ3382'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3382'A TANK ON THE GROUNDS OF THE INDIANA SOLDIERS, SAILORS AND CHILDRENS
 JZ3382'HOME ABOUT 1.9 MILES SOUTH OF KNIGHTSTOWN ON STATE HIGHWAY
 JZ3382'140, ABOUT 50 FEET WEST OF THE POWER-HOUSE AND 150 FEET WEST OF THE
 JZ3382'HIGHWAY.
 JZ3382'
 JZ3382'THE TANK HAS FOUR SILVER TRUSSWORK LEGS ABOUT 100 FEET HIGH, A
 JZ3382'VERTICAL SECTION ABOUT 28 FEET HIGH, IS PAINTED SILVER, AND
 JZ3382'HAS A CONICAL ROOF WITH A SILVER BALL AT ITS APEX. THE TANK WAS BUILT
 JZ3382'IN 1932 AND THE TOTAL HEIGHT IS 128 FEET.
 JZ3382
 JZ3382                          STATION RECOVERY (2003)
 JZ3382
 JZ3382'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1675 ***********************************************************************
 JA1675  DESIGNATION -  KNOBS
 JA1675  PID         -  JA1675
 JA1675  STATE/COUNTY-  IN/JACKSON
 JA1675  COUNTRY     -  US
 JA1675  USGS QUAD   -  KURTZ (2019)
 JA1675
 JA1675                         *CURRENT SURVEY CONTROL
 JA1675  ______________________________________________________________________
 JA1675* NAD 83(1997) POSITION- 38 52 32.79646(N) 086 11 27.65121(W)   ADJUSTED
 JA1675* NAVD 88 ORTHO HEIGHT -   262.62  (+/-2cm)      861.6   (feet) VERTCON3
 JA1675  ______________________________________________________________________
 JA1675  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 JA1675  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 JA1675  HORZ ORDER      -  SECOND
 JA1675  VERT ORDER      -  THIRD ? (See Below)
 JA1675
 JA1675.The horizontal coordinates were established by classical geodetic methods
 JA1675.and adjusted by the National Geodetic Survey in May 1999.
 JA1675
 JA1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1675
 JA1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1675.GEOID18 height accuracy estimate available here.
 JA1675
 JA1675.The vertical order pertains to the NGVD 29 superseded value.
 JA1675
 JA1675.Click photographs - Photos may exist for this station.
 JA1675
 JA1675.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1675
 JA1675. The following values were computed from the NAD 83(1997) position.
 JA1675
 JA1675;                    North         East     Units Scale Factor Converg.
 JA1675;SPC IN E     -   402,836.875    54,499.720   MT  0.99999215   -0 19 44.8
 JA1675;SPC IN E     - 1,321,640.65    178,804.50   sFT  0.99999215   -0 19 44.8
 JA1675;SPC IN W     -   403,084.652   977,431.466   MT  1.00004047   +0 33 36.3
 JA1675;SPC IN W     - 1,322,453.56  3,206,789.73   sFT  1.00004047   +0 33 36.3
 JA1675;UTM  16      - 4,303,302.496   570,174.322   MT  0.99966064   +0 30 28.0
 JA1675
 JA1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1675!SPC IN E     -   0.99996403  x   0.99999215  =   0.99995618
 JA1675!SPC IN W     -   0.99996403  x   1.00004047  =   1.00000450
 JA1675!UTM  16      -   0.99996403  x   0.99966064  =   0.99962468
 JA1675
 JA1675:                Primary Azimuth Mark                     Grid Az
 JA1675:SPC IN E     -  KNOBS AZ MK                              261 39 38.0
 JA1675:SPC IN W     -  KNOBS AZ MK                              260 46 16.9
 JA1675:UTM  16      -  KNOBS AZ MK                              260 49 25.2
 JA1675
 JA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7017403302(NAD 83)
 JA1675
 JA1675|---------------------------------------------------------------------|
 JA1675| PID    Reference Object                     Distance      Geod. Az  |
 JA1675|                                                           dddmmss.s |
 JA1675| CG8733 KNOBS RM 1                           31.863 METERS 12419     |
 JA1675| CG8732 KNOBS AZ MK                                        2611953.2 |
 JA1675| CG8734 KNOBS RM 2                           28.924 METERS 26535     |
 JA1675|---------------------------------------------------------------------|
 JA1675
 JA1675                          SUPERSEDED SURVEY CONTROL
 JA1675
 JA1675  NAD 83(1993)-  38 52 32.80077(N)    086 11 27.65179(W) AD(       ) 2
 JA1675  NAD 83(1986)-  38 52 32.80052(N)    086 11 27.65293(W) AD(       ) 2
 JA1675  NAD 27      -  38 52 32.61100(N)    086 11 27.71200(W) AD(       ) 2
 JA1675  NGVD 29             262.73   (m)          862.0    (f) LEVELING    3  
 JA1675
 JA1675.Superseded values are not recommended for survey control.
 JA1675
 JA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1675.See file dsdata.pdf to determine how the superseded data were derived.
 JA1675
 JA1675_MARKER: DS = TRIANGULATION STATION DISK
 JA1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1675_STAMPING: KNOBS 1946
 JA1675_MARK LOGO: CGS
 JA1675_PROJECTION: FLUSH
 JA1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1675+STABILITY: SURFACE MOTION
 JA1675
 JA1675  HISTORY     - Date     Condition        Report By
 JA1675  HISTORY     - 1946     MONUMENTED       CGS
 JA1675  HISTORY     - 1967     GOOD             CGS
 JA1675
 JA1675                          STATION DESCRIPTION
 JA1675
 JA1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1675'THIS STATION IS BESIDE U.S. HIGHWAY 50, AND ABOUT 1/4 MILE WEST OF
 JA1675'KNOBS OVERLOOK, STATE HIGHWAY COMMISSION OF INDIANA, 3-3/4
 JA1675'MILES NORTH-NORTHWEST FROM MEDORA. IT IS 46.7 FEET SOUTH OF THE
 JA1675'CENTERLINE OF THE HIGHWAY, 13.4 FEET SOUTH OF A WHITE WITNESS
 JA1675'POST AND A WIRE FENCE LINE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1675'DISK IS STAMPED KNOBS 1946.
 JA1675'
 JA1675'REFERENCE MARK NO. 1 IS 104.54 FEET SOUTHEAST OF THE STATION, 14.6
 JA1675'FEET WEST OF A WIRE FENCE LINE. THE MARK IS FLUSH WITH THE GROUND
 JA1675'AND THE DISK IS STAMPED KNOBS NO 1 1946.
 JA1675'
 JA1675'REFERENCE MARK NO. 2 IS 94.90 FEET WEST OF THE STATION, 37 FEET SOUTH
 JA1675'OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES SOUTH OF A WIRE
 JA1675'FENCE LINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1675'KNOBS NO 2 1946.
 JA1675'
 JA1675'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 33 FEET SOUTH OF
 JA1675'THE CENTERLINE OF THE HIGHWAY AND 3.6 FEET EAST OF A WHITE WITNESS
 JA1675'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KNOBS 1946.
 JA1675'
 JA1675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JA1675'HIGHWAY 250 IN THE SOUTH SIDE OF BROWNSTOWN, GO WEST ON U.S. 50
 JA1675'FOR 7.85 MILES TO KNOBS OVERLOOK ON THE RIGHT, CONTINUE FOR 0.25 MILE
 JA1675'TO THE STATION ON THE RIGHT, THIS IS 0.1 MILE WEST OF A SIDE
 JA1675'ROAD LEADING NORTH.
 JA1675'
 JA1675'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1675
 JA1675                          STATION RECOVERY (1967)
 JA1675
 JA1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1675'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JA1675'CONDITION AT THIS TIME. THE AZIMUTH MARK WAS FOUND WITH MOST OF
 JA1675'THE DISK CUT AWAY BUT THE STEM AND MONUMENT IN GOOD CONDITION. THE
 JA1675'PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1675'
 JA1675'THE STATION MARK IS 18 FEET SOUTHEAST OF A FENCE CORNER AND 16 FEET
 JA1675'SOUTH OF A WIRE FENCE. THE STATION IS ON THE PROPERTY OF MR.
 JA1675'CHANCE CURRY.
 JA1675'
 JA1675'REFERENCE MARK 2 NOW PROJECTS 4 INCHES AND IN THE FRONT LAWN OF A
 JA1675'FRAME HOUSE.
 JA1675'
 JA1675'THE AZIMUTH MARK IS 13 FEET EAST OF AN 18 INCH CEDAR TREE AND 1 FOOT
 JA1675'WEST OF A METAL WITNESS POST.
 JA1675'
 JA1675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3-3/4 MILES
 JA1675'NORTH-NORTHWEST OF MEDORA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2424 ***********************************************************************
 LB2424  DESIGNATION -  KNOX
 LB2424  PID         -  LB2424
 LB2424  STATE/COUNTY-  IN/CASS
 LB2424  COUNTRY     -  US
 LB2424  USGS QUAD   -  LOGANSPORT (2019)
 LB2424
 LB2424                         *CURRENT SURVEY CONTROL
 LB2424  ______________________________________________________________________
 LB2424* NAD 83(1997) POSITION- 40 45 45.25565(N) 086 21 30.64543(W)   ADJUSTED
 LB2424* NAVD 88 ORTHO HEIGHT -   195.37  (+/-2cm)      641.0   (feet) VERTCON3
 LB2424  ______________________________________________________________________
 LB2424  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 LB2424  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 LB2424  HORZ ORDER      -  SECOND
 LB2424  VERT ORDER      -  THIRD ? (See Below)
 LB2424
 LB2424.The horizontal coordinates were established by classical geodetic methods
 LB2424.and adjusted by the National Geodetic Survey in May 1999.
 LB2424
 LB2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2424
 LB2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2424.GEOID18 height accuracy estimate available here.
 LB2424
 LB2424.The vertical order pertains to the NGVD 29 superseded value.
 LB2424
 LB2424.Click photographs - Photos may exist for this station.
 LB2424
 LB2424.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2424
 LB2424. The following values were computed from the NAD 83(1997) position.
 LB2424
 LB2424;                    North         East     Units Scale Factor Converg.
 LB2424;SPC IN E     -   612,422.484    41,584.770   MT  1.00000865   -0 27 06.3
 LB2424;SPC IN E     - 2,009,256.10    136,432.70   sFT  1.00000865   -0 27 06.3
 LB2424;SPC IN W     -   612,444.959   961,199.438   MT  1.00001275   +0 28 23.8
 LB2424;SPC IN W     - 2,009,329.84  3,153,535.16   sFT  1.00001275   +0 28 23.8
 LB2424;UTM  16      - 4,512,598.640   554,143.373   MT  0.99963608   +0 25 07.9
 LB2424
 LB2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2424!SPC IN E     -   0.99997471  x   1.00000865  =   0.99998336
 LB2424!SPC IN W     -   0.99997471  x   1.00001275  =   0.99998746
 LB2424!UTM  16      -   0.99997471  x   0.99963608  =   0.99961080
 LB2424
 LB2424:                Primary Azimuth Mark                     Grid Az
 LB2424:SPC IN E     -  LEONDA                                   233 44 43.6
 LB2424:SPC IN W     -  LEONDA                                   232 49 13.5
 LB2424:UTM  16      -  LEONDA                                   232 52 29.4
 LB2424
 LB2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5414312598(NAD 83)
 LB2424
 LB2424|---------------------------------------------------------------------|
 LB2424| PID    Reference Object                     Distance      Geod. Az  |
 LB2424|                                                           dddmmss.s |
 LB2424| LB2421 HORNEY                              276.475 METERS 02042     |
 LB2424| LB2431 LEONDA                              444.460 METERS 2331737.3 |
 LB2424| CC9533 KNOX RM                               8.070 METERS 25223     |
 LB2424|---------------------------------------------------------------------|
 LB2424
 LB2424                          SUPERSEDED SURVEY CONTROL
 LB2424
 LB2424  NAD 83(1986)-  40 45 45.26159(N)    086 21 30.66402(W) AD(       ) 2
 LB2424  NAD 27      -  40 45 45.10230(N)    086 21 30.66890(W) AD(       ) 2
 LB2424  USSD        -  40 45 45.12900(N)    086 21 30.50800(W) AD(       ) 3
 LB2424  NGVD 29             195.49   (m)          641.4    (f) LEVELING    3  
 LB2424
 LB2424.Superseded values are not recommended for survey control.
 LB2424
 LB2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2424.See file dsdata.pdf to determine how the superseded data were derived.
 LB2424
 LB2424_MARKER: DS = TRIANGULATION STATION DISK
 LB2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2424_STAMPING: KNOX 1920
 LB2424_MARK LOGO: CGS
 LB2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2424+STABILITY: SURFACE MOTION
 LB2424
 LB2424  HISTORY     - Date     Condition        Report By
 LB2424  HISTORY     - 1920     MONUMENTED       CGS
 LB2424
 LB2424                          STATION DESCRIPTION
 LB2424
 LB2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSE)
 LB2424'ONE MILE FROM THE VANDALIA STATION, ON THE E SIDE OF THE S BEND
 LB2424'DIVISION OF THE VANDALIA RAILROAD TRACK, 150 YARDS E OF CUMMINGS
 LB2424'STREET, ABOUT 100 YARDS E OF B. C. WILLIAMS RESIDENCE, 18.390
 LB2424'METERS (60.34 FEET) E OF THE E AND NEAREST RAIL.  THE STATION,
 LB2424'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE
 LB2424'AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2424'THE TRACK NEAR THE FENCE LINE, 8.07 METERS (26.48 FEET)
 LB2424'FROM THE S STATION S 72 DEG 23 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0691 ***********************************************************************
 ME0691  DESIGNATION -  KNOX 2
 ME0691  PID         -  ME0691
 ME0691  STATE/COUNTY-  IN/STARKE
 ME0691  COUNTRY     -  US
 ME0691  USGS QUAD   -  KNOX EAST (2019)
 ME0691
 ME0691                         *CURRENT SURVEY CONTROL
 ME0691  ______________________________________________________________________
 ME0691* NAD 83(1997) POSITION- 41 17 05.90950(N) 086 37 14.91172(W)   NO CHECK
 ME0691* NAVD 88 ORTHO HEIGHT -   217.04  (+/-2cm)      712.1   (feet) VERTCON3
 ME0691  ______________________________________________________________________
 ME0691  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0691  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 ME0691  HORZ ORDER      -  THIRD
 ME0691  VERT ORDER      -  THIRD (See Below)
 ME0691
 ME0691.The horizontal coordinates were established by classical geodetic methods
 ME0691.and adjusted by the National Geodetic Survey in May 1999.
 ME0691
 ME0691.No horizontal observational check was made to the station.
 ME0691
 ME0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0691
 ME0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0691.GEOID18 height accuracy estimate available here.
 ME0691
 ME0691.The vertical order pertains to the NGVD 29 superseded value.
 ME0691
 ME0691.Click photographs - Photos may exist for this station.
 ME0691
 ME0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0691
 ME0691. The following values were computed from the NAD 83(1997) position.
 ME0691
 ME0691;                    North         East     Units Scale Factor Converg.
 ME0691;SPC IN W     -   670,308.685   938,745.259   MT  0.99998513   +0 18 18.6
 ME0691;SPC IN W     - 2,199,171.08  3,079,866.74   sFT  0.99998513   +0 18 18.6
 ME0691;UTM  16      - 4,570,462.087   531,752.839   MT  0.99961241   +0 15 00.7
 ME0691
 ME0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0691!SPC IN W     -   0.99997126  x   0.99998513  =   0.99995639
 ME0691!UTM  16      -   0.99997126  x   0.99961241  =   0.99958368
 ME0691
 ME0691:                Primary Azimuth Mark                     Grid Az
 ME0691:SPC IN W     -  KNOX 2 RM 5 AZIMUTH                      340 22 02.9
 ME0691:UTM  16      -  KNOX 2 RM 5 AZIMUTH                      340 25 20.8
 ME0691
 ME0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3175270462(NAD 83)
 ME0691
 ME0691|---------------------------------------------------------------------|
 ME0691| PID    Reference Object                     Distance      Geod. Az  |
 ME0691|                                                           dddmmss.s |
 ME0691| ME0692 KNOX 2 RM 3                          19.982 METERS 09810     |
 ME0691| ME0693 KNOX 2 RM 4                          11.305 METERS 17736     |
 ME0691| ME0689 KNOX                                 28.884 METERS 19003     |
 ME0691| CM2972 KNOX 2 RM 5 AZIMUTH                                3404021.5 |
 ME0691|---------------------------------------------------------------------|
 ME0691
 ME0691                          SUPERSEDED SURVEY CONTROL
 ME0691
 ME0691  NAD 83(1986)-  41 17 05.91424(N)    086 37 14.91888(W) AD(       ) 3
 ME0691  NAD 27      -  41 17 05.76448(N)    086 37 14.87532(W) AD(       ) 3
 ME0691  NGVD 29 (08/22/16)  217.14   (m)          712.4    (f) RESET       3  
 ME0691  NGVD 29             217.14   (m)          712.4    (f) LEVELING    3  
 ME0691
 ME0691.Superseded values are not recommended for survey control.
 ME0691
 ME0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0691.See file dsdata.pdf to determine how the superseded data were derived.
 ME0691
 ME0691_MARKER: DH = HORIZONTAL CONTROL DISK
 ME0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0691_STAMPING: KNOX 2 1974
 ME0691_MARK LOGO: NGS
 ME0691_PROJECTION: FLUSH
 ME0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0691+STABILITY: SURFACE MOTION
 ME0691
 ME0691  HISTORY     - Date     Condition        Report By
 ME0691  HISTORY     - 1974     MONUMENTED       NGS
 ME0691  HISTORY     - 1974     GOOD             NGS
 ME0691
 ME0691                          STATION DESCRIPTION
 ME0691
 ME0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0691'THE STATION IS LOCATED AT THE SOUTH EDGE OF KNOX, 0.25 MILE SOUTH OF
 ME0691'THE JUNCTION OF U.S. HIGHWAY 35 AND STATE HIGHWAY 8, 41 FEET WEST OF
 ME0691'THE CENTERLINE OF HIGHWAY 35, 8 FEET SOUTH OF A FIRE HYDRANT, 129
 ME0691'FEET NORTH OF THE CENTERLINE OF DRIVE TO NEW SHOPPING CENTER AND 1
 ME0691'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 ME0691'DISK IS STAMPED KNOX 2 1974.
 ME0691'
 ME0691'REFERENCE MARK 3 IS 24 FEET EAST OF THE CENTERLINE OF HIGHWAY 35,
 ME0691'2 FEET SOUTHWEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTERLINE OF
 ME0691'A STREET EAST AND 52 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 ME0691'BUILDING (KASHS TRANSMISSIONS).  THE MONUMENT IS FLUSH AND THE
 ME0691'DISK IS STAMPED KNOX 2 NO 3 1974.
 ME0691'
 ME0691'REFERENCE MARK 4 IS 92 FEET NORTH OF THE CENTERLINE OF THE DRIVE,
 ME0691'45 FEET SOUTH OF THE HYDRANT, 40 FEET WEST OF THE CENTERLINE OF THE
 ME0691'HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 ME0691'PROJECTS 4 INCHES AND THE DISK IS STAMPED KNOX 2 NO 4 1974.
 ME0691'
 ME0691'REFERENCE MARK 5 IS A STANDARD DISK STAMPED KNOX 2 AZ NO 5 1974, SET
 ME0691'IN A DRILL HOLE IN THE TOP AND SOUTHEAST CORNER OF A CONCRETE SLAB
 ME0691'AT THE REAR OF THE STARKE COUNTY MEMORIAL HOSPITAL, 41 FEET
 ME0691'SOUTHEAST OF THE CENTER OF THE REAR SERVICE ENTRANCE, 25 FEET
 ME0691'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOSPITAL (BRICK
 ME0691'CHIMNEY), 2 FEET NORTH OF THE SOUTH EDGE OF THE SLAB AND 1-1/2 FEET
 ME0691'WEST OF THE EAST EDGE OF THE SLAB.
 ME0691'
 ME0691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ME0691
 ME0691                          STATION RECOVERY (1974)
 ME0691
 ME0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME0691'AT KNOX.
 ME0691'0.25 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 ME0691'HIGHWAY 8 AT THE SOUTH EDGE OF KNOX, 41 FEET WEST OF THE CENTERLINE
 ME0691'OF HIGHWAY 35, 8 FEET SOUTH OF A FIRE HYDRANT, 129 FEET NORTH
 ME0691'OF THE CENTERLINE OF DRIVEWAY TO NEW SHOPPING CENTER, 1 FOOT
 ME0691'EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 ME0691'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0692 ***********************************************************************
 ME0692  DESIGNATION -  KNOX 2 RM 3
 ME0692  PID         -  ME0692
 ME0692  STATE/COUNTY-  IN/STARKE
 ME0692  COUNTRY     -  US
 ME0692  USGS QUAD   -  KNOX EAST (2019)
 ME0692
 ME0692                         *CURRENT SURVEY CONTROL
 ME0692  ______________________________________________________________________
 ME0692* NAD 83(1986) POSITION- 41 17 05.82   (N) 086 37 14.06   (W)   HD_HELD1
 ME0692* NAVD 88 ORTHO HEIGHT -   217.28  (+/-2cm)      712.9   (feet) VERTCON3
 ME0692  ______________________________________________________________________
 ME0692  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0692  VERT ORDER      -  THIRD (See Below)
 ME0692
 ME0692.The horizontal coordinates were determined by differentially corrected
 ME0692.hand held GPS observations or other comparable positioning techniques
 ME0692.and have an estimated accuracy of +/- 3 meters.
 ME0692
 ME0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0692
 ME0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0692.GEOID18 height accuracy estimate available here.
 ME0692
 ME0692.The vertical order pertains to the NGVD 29 superseded value.
 ME0692
 ME0692.Click photographs - Photos may exist for this station.
 ME0692
 ME0692;                    North         East    Units  Estimated Accuracy
 ME0692;SPC IN W     -   670,306.0     938,765.1     MT  (+/- 3 meters HH1 GPS) 
 ME0692
 ME0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3177270459(NAD 83)
 ME0692
 ME0692                          SUPERSEDED SURVEY CONTROL
 ME0692
 ME0692  NGVD 29 (08/22/16)  217.37   (m)          713.2    (f) RESET       3  
 ME0692
 ME0692.Superseded values are not recommended for survey control.
 ME0692
 ME0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0692.See file dsdata.pdf to determine how the superseded data were derived.
 ME0692
 ME0692_MARKER: DR = REFERENCE MARK DISK
 ME0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0692_STAMPING: KNOX 2 NO 3 1974
 ME0692_MARK LOGO: NGS
 ME0692_PROJECTION: FLUSH
 ME0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0692+STABILITY: SURFACE MOTION
 ME0692
 ME0692  HISTORY     - Date     Condition        Report By
 ME0692  HISTORY     - 1974     MONUMENTED       NGS
 ME0692
 ME0692                          STATION DESCRIPTION
 ME0692
 ME0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0692'AT KNOX.
 ME0692'0.25 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 ME0692'HIGHWAY 8 AT THE SOUTH EDGE OF KNOX, 24 FEET EAST OF THE
 ME0692'CENTERLINE OF HIGHWAY 35, 2 FEET SOUTHWEST OF A POWER POLE, 33
 ME0692'FEET SOUTH OF THE CENTERLINE OF A STREET, 52 FEET WEST OF THE
 ME0692'NORTHWEST CORNER OF A FRAME BUILDING (KASHS TRANSMISSIONS) AND
 ME0692'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0693 ***********************************************************************
 ME0693  DESIGNATION -  KNOX 2 RM 4
 ME0693  PID         -  ME0693
 ME0693  STATE/COUNTY-  IN/STARKE
 ME0693  COUNTRY     -  US
 ME0693  USGS QUAD   -  KNOX EAST (2019)
 ME0693
 ME0693                         *CURRENT SURVEY CONTROL
 ME0693  ______________________________________________________________________
 ME0693* NAD 83(1986) POSITION- 41 17 05.54   (N) 086 37 14.89   (W)   HD_HELD1
 ME0693* NAVD 88 ORTHO HEIGHT -   217.12  (+/-2cm)      712.3   (feet) VERTCON3
 ME0693  ______________________________________________________________________
 ME0693  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0693  VERT ORDER      -  THIRD (See Below)
 ME0693
 ME0693.The horizontal coordinates were determined by differentially corrected
 ME0693.hand held GPS observations or other comparable positioning techniques
 ME0693.and have an estimated accuracy of +/- 3 meters.
 ME0693
 ME0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0693
 ME0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0693.GEOID18 height accuracy estimate available here.
 ME0693
 ME0693.The vertical order pertains to the NGVD 29 superseded value.
 ME0693
 ME0693.Click photographs - Photos may exist for this station.
 ME0693
 ME0693;                    North         East    Units  Estimated Accuracy
 ME0693;SPC IN W     -   670,297.3     938,745.8     MT  (+/- 3 meters HH1 GPS) 
 ME0693
 ME0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3175370450(NAD 83)
 ME0693
 ME0693                          SUPERSEDED SURVEY CONTROL
 ME0693
 ME0693  NGVD 29 (08/22/16)  217.22   (m)          712.7    (f) RESET       3  
 ME0693
 ME0693.Superseded values are not recommended for survey control.
 ME0693
 ME0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0693.See file dsdata.pdf to determine how the superseded data were derived.
 ME0693
 ME0693_MARKER: DR = REFERENCE MARK DISK
 ME0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0693_STAMPING: KNOX 2 NO 4 1974
 ME0693_MARK LOGO: NGS
 ME0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0693+STABILITY: SURFACE MOTION
 ME0693
 ME0693  HISTORY     - Date     Condition        Report By
 ME0693  HISTORY     - 1974     MONUMENTED       NGS
 ME0693
 ME0693                          STATION DESCRIPTION
 ME0693
 ME0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME0693'AT KNOX.
 ME0693'0.25 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 ME0693'HIGHWAY 8 AT THE SOUTH EDGE OF KNOX, 92 FEET NORTH OF THE
 ME0693'CENTERLINE OF A DRIVEWAY TO NEW SHOPPING CENTER, 45 FEET SOUTH
 ME0693'OF A FIRE HYDRANT, 40 FEET WEST OF THE CENTERLINE OF HIGHWAY 35,
 ME0693'1 FOOT EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 ME0693'ROUND CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2356 ***********************************************************************
 ME2356  DESIGNATION -  KNOX CO CTHSE CLOCK TOWER
 ME2356  PID         -  ME2356
 ME2356  STATE/COUNTY-  IN/STARKE
 ME2356  COUNTRY     -  US
 ME2356  USGS QUAD   -  KNOX EAST (2019)
 ME2356
 ME2356                         *CURRENT SURVEY CONTROL
 ME2356  ______________________________________________________________________
 ME2356* NAD 83(1997) POSITION- 41 17 55.86346(N) 086 37 21.46961(W)   ADJUSTED
 ME2356  ______________________________________________________________________
 ME2356  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 ME2356  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 ME2356  HORZ ORDER      -  THIRD
 ME2356
 ME2356.The horizontal coordinates were established by classical geodetic methods
 ME2356.and adjusted by the National Geodetic Survey in May 1999.
 ME2356
 ME2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2356.GEOID18 height accuracy estimate available here.
 ME2356
 ME2356.Click photographs - Photos may exist for this station.
 ME2356
 ME2356.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2356
 ME2356. The following values were computed from the NAD 83(1997) position.
 ME2356
 ME2356;                    North         East     Units Scale Factor Converg.
 ME2356;SPC IN W     -   671,848.902   938,584.485   MT  0.99998498   +0 18 14.6
 ME2356;SPC IN W     - 2,204,224.27  3,079,339.26   sFT  0.99998498   +0 18 14.6
 ME2356;UTM  16      - 4,572,001.884   531,593.603   MT  0.99961228   +0 14 56.6
 ME2356
 ME2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3159372001(NAD 83)
 ME2356
 ME2356                          SUPERSEDED SURVEY CONTROL
 ME2356
 ME2356  NAD 83(1986)-  41 17 55.86799(N)    086 37 21.47667(W) AD(       ) 3
 ME2356  NAD 27      -  41 17 55.71800(N)    086 37 21.43000(W) AD(       ) 3
 ME2356
 ME2356.Superseded values are not recommended for survey control.
 ME2356
 ME2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2356.See file dsdata.pdf to determine how the superseded data were derived.
 ME2356
 ME2356_MARKER: 55 = TOWER
 ME2356
 ME2356  HISTORY     - Date     Condition        Report By
 ME2356  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2356  HISTORY     - 1958     GOOD             CGS
 ME2356
 ME2356                          STATION DESCRIPTION
 ME2356
 ME2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2356'STATION IS THE APEX OF THE ROOF OF THE TOWER, WHICH IS LOCATED
 ME2356'ATOP THE
 ME2356'COURTHOUSE.  THE COURTHOUSE IS LOCATED NEAR THE CENTER OF TOWN, IS OF
 ME2356'STONE CONSTRUCTION, WITH A RED
 ME2356'TILE ROOF AND IS ABOUT 125 FEET HIGH.
 ME2356
 ME2356                          STATION RECOVERY (1958)
 ME2356
 ME2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2356'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE 1952 DESCRIPTION IS
 ME2356'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0424 ***********************************************************************
 LB0424  DESIGNATION -  KOKOMO
 LB0424  PID         -  LB0424
 LB0424  STATE/COUNTY-  IN/HOWARD
 LB0424  COUNTRY     -  US
 LB0424  USGS QUAD   -  KOKOMO WEST (2019)
 LB0424
 LB0424                         *CURRENT SURVEY CONTROL
 LB0424  ______________________________________________________________________
 LB0424* NAD 83(1986) POSITION- 40 29 14.     (N) 086 08 00.     (W)   SCALED
 LB0424* NAVD 88 ORTHO HEIGHT -   246.883 (meters)      809.98  (feet) ADJUSTED
 LB0424  ______________________________________________________________________
 LB0424  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB0424  DYNAMIC HEIGHT  -        246.755 (meters)      809.56  (feet) COMP
 LB0424  MODELED GRAVITY -    980,101.7   (mgal)                       NAVD 88
 LB0424
 LB0424  VERT ORDER      -  SECOND    CLASS 0
 LB0424
 LB0424.The horizontal coordinates were scaled from a map and have
 LB0424.an estimated accuracy of +/- 6 seconds.
 LB0424
 LB0424.The orthometric height was determined by differential leveling and
 LB0424.adjusted by the NATIONAL GEODETIC SURVEY
 LB0424.in June 1991.
 LB0424
 LB0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0424.GEOID18 height accuracy estimate available here.
 LB0424
 LB0424.Click photographs - Photos may exist for this station.
 LB0424
 LB0424.The dynamic height is computed by dividing the NAVD 88
 LB0424.geopotential number by the normal gravity value computed on the
 LB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0424.degrees latitude (g = 980.6199 gals.).
 LB0424
 LB0424.The modeled gravity was interpolated from observed gravity values.
 LB0424
 LB0424;                    North         East    Units  Estimated Accuracy
 LB0424;SPC IN E     -   581,720.       60,440.      MT  (+/- 180 meters Scaled)
 LB0424
 LB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734821(NAD 83)
 LB0424
 LB0424                          SUPERSEDED SURVEY CONTROL
 LB0424
 LB0424  NGVD 29 (??/??/92)  247.004  (m)          810.38   (f) ADJ UNCH    2 0
 LB0424
 LB0424.Superseded values are not recommended for survey control.
 LB0424
 LB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0424.See file dsdata.pdf to determine how the superseded data were derived.
 LB0424
 LB0424_MARKER: DB = BENCH MARK DISK
 LB0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0424_STAMPING: KOKOMO 1934
 LB0424_MARK LOGO: CGS
 LB0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0424+STABILITY: SURFACE MOTION
 LB0424
 LB0424  HISTORY     - Date     Condition        Report By
 LB0424  HISTORY     - 1934     MONUMENTED       CGS
 LB0424  HISTORY     - 1946     GOOD             CGS
 LB0424
 LB0424                          STATION DESCRIPTION
 LB0424
 LB0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0424'AT KOKOMO.
 LB0424'AT KOKOMO, AT THE CITY BUILDING, AT THE INTERSECTION OF U.S.
 LB0424'HIGHWAY 31 (NORTH WASHINGTON STREET) AND WEST WALNUT STREET,
 LB0424'16.5 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE TO THE CITY
 LB0424'BUILDING, 6 INCHES NORTH OF THE NORTH FOUNDATION OF THE BUILDING,
 LB0424'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0424'THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2668 ***********************************************************************
 LB2668  DESIGNATION -  KOKOMO
 LB2668  PID         -  LB2668
 LB2668  STATE/COUNTY-  IN/HOWARD
 LB2668  COUNTRY     -  US
 LB2668  USGS QUAD   -  KOKOMO WEST (2019)
 LB2668
 LB2668                         *CURRENT SURVEY CONTROL
 LB2668  ______________________________________________________________________
 LB2668* NAD 83(1997) POSITION- 40 29 31.00773(N) 086 07 56.83145(W)   ADJUSTED
 LB2668* NAVD 88 ORTHO HEIGHT -   249.16  (+/-2cm)      817.5   (feet) VERTCON3
 LB2668  ______________________________________________________________________
 LB2668  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB2668  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 LB2668  HORZ ORDER      -  SECOND
 LB2668  VERT ORDER      -  THIRD ? (See Below)
 LB2668
 LB2668.The horizontal coordinates were established by classical geodetic methods
 LB2668.and adjusted by the National Geodetic Survey in May 1999.
 LB2668
 LB2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2668
 LB2668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2668.GEOID18 height accuracy estimate available here.
 LB2668
 LB2668.The vertical order pertains to the NGVD 29 superseded value.
 LB2668
 LB2668.Click photographs - Photos may exist for this station.
 LB2668
 LB2668.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2668
 LB2668. The following values were computed from the NAD 83(1997) position.
 LB2668
 LB2668;                    North         East     Units Scale Factor Converg.
 LB2668;SPC IN E     -   582,245.477    60,512.845   MT  0.99998585   -0 18 08.8
 LB2668;SPC IN E     - 1,910,250.37    198,532.56   sFT  0.99998585   -0 18 08.8
 LB2668;UTM  16      - 4,482,722.245   573,519.824   MT  0.99966653   +0 33 48.1
 LB2668
 LB2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2668!SPC IN E     -   0.99996631  x   0.99998585  =   0.99995216
 LB2668!UTM  16      -   0.99996631  x   0.99966653  =   0.99963286
 LB2668
 LB2668:                Primary Azimuth Mark                     Grid Az
 LB2668:SPC IN E     -  PENN                                     007 54 23.1
 LB2668:UTM  16      -  PENN                                     007 02 26.2
 LB2668
 LB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7351982722(NAD 83)
 LB2668
 LB2668|---------------------------------------------------------------------|
 LB2668| PID    Reference Object                     Distance      Geod. Az  |
 LB2668|                                                           dddmmss.s |
 LB2668| LB0657 PENN                                APPROX. 0.5 KM 0073614.3 |
 LB2668| CC9534 KOKOMO RM                            14.395 METERS 15929     |
 LB2668|---------------------------------------------------------------------|
 LB2668
 LB2668                          SUPERSEDED SURVEY CONTROL
 LB2668
 LB2668  NAD 83(1986)-  40 29 31.00847(N)    086 07 56.84236(W) AD(       ) 2
 LB2668  NAD 27      -  40 29 30.87480(N)    086 07 56.86630(W) AD(       ) 2
 LB2668  USSD        -  40 29 30.89600(N)    086 07 56.73700(W) AD(       ) 3
 LB2668  NGVD 29             249.28   (m)          817.8    (f) LEVELING    3  
 LB2668
 LB2668.Superseded values are not recommended for survey control.
 LB2668
 LB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2668.See file dsdata.pdf to determine how the superseded data were derived.
 LB2668
 LB2668_MARKER: DS = TRIANGULATION STATION DISK
 LB2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2668_STAMPING: KOKOMO 1920
 LB2668_MARK LOGO: CGS
 LB2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2668+STABILITY: SURFACE MOTION
 LB2668
 LB2668  HISTORY     - Date     Condition        Report By
 LB2668  HISTORY     - 1920     MONUMENTED       CGS
 LB2668  HISTORY     - 1934     MARK NOT FOUND   INGS
 LB2668  HISTORY     - 1954     MARK NOT FOUND   CGS
 LB2668
 LB2668                          STATION DESCRIPTION
 LB2668
 LB2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2668'ABOUT ONE-EIGHTH MILE N OF THE LAKE ERIE AND WESTERN RAILROAD
 LB2668'STATION, ON THE W SIDE OF THE TRACK, 6 YARDS N OF MONROE STREET,
 LB2668'ONE-FOURTH MILE S OF PENNSYLVANIA RAILROAD STATION, 15 YARDS W OF
 LB2668'DANNERS WHOLESALE STORE, 1.905 METERS (6.25 FEET) W OF THE W
 LB2668'AND NEAREST RAIL OF THE MAIN TRACK.  THE STATION, UNDERGROUND AND
 LB2668'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 LB2668'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 14.395 METERS
 LB2668'(47.23 FEET) FROM THE STATION S 20 DEG 31 MIN E.
 LB2668
 LB2668                          STATION RECOVERY (1934)
 LB2668
 LB2668'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2668'STATION SEARCHED FOR BUT COULD NOT BE FOUND.  BELIEVE FROM THE
 LB2668'APPEARANCE OF GROUND THAT STATION IS OBLITERATED.
 LB2668
 LB2668                          STATION RECOVERY (1954)
 LB2668
 LB2668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2668'THE STATION AND REFERENCE MARK WERE NOT RECOVERED AFTER A THOROUGH
 LB2668'SEARCH.  THE STATION SITE WAS POSITIVELY IDENTIFIED WITH
 LB2668'MEASUREMENTS FROM THE MAIN TRACK AND FROM MONROE STREET.  BOTH MARKS
 LB2668'FALL WITHIN AN AREA NOW OCCUPIED BY THREE RAILROAD SIDINGS, AND IT
 LB2668'IS BELIEVED THAT THEY HAVE BEEN DESTROYED.  THE DANNER WHOLESALE
 LB2668'STORE, MENTIONED IN THE DESCRIPTION, IS NOW OCCUPIED BY THE KOKOMO
 LB2668'MACHINE COMPANY.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED
 LB2668'LOST.
 LB2668'
 LB2668'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2485 ***********************************************************************
 LB2485  DESIGNATION -  KOKOMO CHRYSLER CORP WATER TK
 LB2485  PID         -  LB2485
 LB2485  STATE/COUNTY-  IN/HOWARD
 LB2485  COUNTRY     -  US
 LB2485  USGS QUAD   -  KOKOMO WEST (2019)
 LB2485
 LB2485                         *CURRENT SURVEY CONTROL
 LB2485  ______________________________________________________________________
 LB2485* NAD 83(1997) POSITION- 40 28 24.40513(N) 086 07 41.52655(W)   ADJUSTED
 LB2485  ______________________________________________________________________
 LB2485  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 LB2485  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 LB2485  HORZ ORDER      -  THIRD
 LB2485
 LB2485.The horizontal coordinates were established by classical geodetic methods
 LB2485.and adjusted by the National Geodetic Survey in May 1999.
 LB2485
 LB2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2485.GEOID18 height accuracy estimate available here.
 LB2485
 LB2485.Click photographs - Photos may exist for this station.
 LB2485
 LB2485.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2485
 LB2485. The following values were computed from the NAD 83(1997) position.
 LB2485
 LB2485;                    North         East     Units Scale Factor Converg.
 LB2485;SPC IN E     -   580,189.248    60,862.513   MT  0.99998551   -0 17 58.5
 LB2485;SPC IN E     - 1,903,504.22    199,679.76   sFT  0.99998551   -0 17 58.5
 LB2485;UTM  16      - 4,480,672.187   573,900.396   MT  0.99966722   +0 33 57.3
 LB2485
 LB2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7390080672(NAD 83)
 LB2485
 LB2485                          SUPERSEDED SURVEY CONTROL
 LB2485
 LB2485  NAD 83(1986)-  40 28 24.40943(N)    086 07 41.53785(W) AD(       ) 3
 LB2485  NAD 27      -  40 28 24.27500(N)    086 07 41.55900(W) AD(       ) 3
 LB2485
 LB2485.Superseded values are not recommended for survey control.
 LB2485
 LB2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2485.See file dsdata.pdf to determine how the superseded data were derived.
 LB2485
 LB2485_MARKER: 53 = ELEVATED TANK
 LB2485
 LB2485  HISTORY     - Date     Condition        Report By
 LB2485  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2485
 LB2485                          STATION DESCRIPTION
 LB2485
 LB2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2485'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER TANK,
 LB2485'LOCATED AT THE EAST SIDE OF THE DODGE DIVISION, CHRYSLER CORP.
 LB2485'PLANT, ABOUT 100 FEET WEST OF THE INTERSECTION OF SOUTH HOME AVENUE
 LB2485'AND EAST VIRGINIA AVENUE IN THE SOUTH-CENTRAL SECTION OF KOKOMO.  IT
 LB2485'IS A TALL, SLENDER, STEEL TANK, ATOP A 4 LEGGED STEEL STRUCTURE,
 LB2485'PAINTED SILVER, WITH THE CHRYSLER SHIELD PAINTED ON 4 SIDES OF THE
 LB2485'TANK AND IS ABOUT 110 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2488 ***********************************************************************
 LB2488  DESIGNATION -  KOKOMO CITY POL KSA 935 MAST
 LB2488  PID         -  LB2488
 LB2488  STATE/COUNTY-  IN/HOWARD
 LB2488  COUNTRY     -  US
 LB2488  USGS QUAD   -  KOKOMO WEST (2019)
 LB2488
 LB2488                         *CURRENT SURVEY CONTROL
 LB2488  ______________________________________________________________________
 LB2488* NAD 83(1997) POSITION- 40 28 59.58938(N) 086 08 20.57752(W)   ADJUSTED
 LB2488  ______________________________________________________________________
 LB2488  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB2488  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 LB2488  HORZ ORDER      -  THIRD
 LB2488
 LB2488.The horizontal coordinates were established by classical geodetic methods
 LB2488.and adjusted by the National Geodetic Survey in May 1999.
 LB2488
 LB2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2488.GEOID18 height accuracy estimate available here.
 LB2488
 LB2488.Click photographs - Photos may exist for this station.
 LB2488
 LB2488.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2488
 LB2488. The following values were computed from the NAD 83(1997) position.
 LB2488
 LB2488;                    North         East     Units Scale Factor Converg.
 LB2488;SPC IN E     -   581,279.360    59,948.467   MT  0.99998640   -0 18 24.1
 LB2488;SPC IN E     - 1,907,080.70    196,680.93   sFT  0.99998640   -0 18 24.1
 LB2488;UTM  16      - 4,481,748.023   572,970.284   MT  0.99966554   +0 33 32.3
 LB2488
 LB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7297081748(NAD 83)
 LB2488
 LB2488                          SUPERSEDED SURVEY CONTROL
 LB2488
 LB2488  NAD 83(1986)-  40 28 59.59395(N)    086 08 20.58867(W) AD(       ) 3
 LB2488  NAD 27      -  40 28 59.45600(N)    086 08 20.61000(W) AD(       ) 3
 LB2488
 LB2488.Superseded values are not recommended for survey control.
 LB2488
 LB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2488.See file dsdata.pdf to determine how the superseded data were derived.
 LB2488
 LB2488_MARKER: 42 = RADIO/TV MAST
 LB2488
 LB2488  HISTORY     - Date     Condition        Report By
 LB2488  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2488
 LB2488                          STATION DESCRIPTION
 LB2488
 LB2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2488'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF THE
 LB2488'KOKOMO CITY POLICE RADIO STATION MAST, LOCATED IN THE WEST CENTRAL
 LB2488'SECTION OF KOKOMO ABOUT 250 FEET NORTH OF THE CENTER OF PARK AVE.
 LB2488'IT IS A SINGLE, STEEL, GUYED MAST, PAINTED IN ALTERNATE SECTIONS
 LB2488'OF ORANGE AND WHITE AND IS 318 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2449 ***********************************************************************
 LB2449  DESIGNATION -  KOKOMO DELCO RADIO PLT WTR TK
 LB2449  PID         -  LB2449
 LB2449  STATE/COUNTY-  IN/HOWARD
 LB2449  COUNTRY     -  US
 LB2449  USGS QUAD   -  KOKOMO EAST (2019)
 LB2449
 LB2449                         *CURRENT SURVEY CONTROL
 LB2449  ______________________________________________________________________
 LB2449* NAD 83(1997) POSITION- 40 28 10.31395(N) 086 07 17.32482(W)   ADJUSTED
 LB2449  ______________________________________________________________________
 LB2449  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 LB2449  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 LB2449  HORZ ORDER      -  THIRD
 LB2449
 LB2449.The horizontal coordinates were established by classical geodetic methods
 LB2449.and adjusted by the National Geodetic Survey in May 1999.
 LB2449
 LB2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2449.GEOID18 height accuracy estimate available here.
 LB2449
 LB2449.Click photographs - Photos may exist for this station.
 LB2449
 LB2449.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2449
 LB2449. The following values were computed from the NAD 83(1997) position.
 LB2449
 LB2449;                    North         East     Units Scale Factor Converg.
 LB2449;SPC IN E     -   579,751.652    61,430.350   MT  0.99998497   -0 17 42.7
 LB2449;SPC IN E     - 1,902,068.54    201,542.74   sFT  0.99998497   -0 17 42.7
 LB2449;UTM  16      - 4,480,243.354   574,474.596   MT  0.99966827   +0 34 12.8
 LB2449
 LB2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7447480243(NAD 83)
 LB2449
 LB2449                          SUPERSEDED SURVEY CONTROL
 LB2449
 LB2449  NAD 83(1986)-  40 28 10.31828(N)    086 07 17.33667(W) AD(       ) 3
 LB2449  NAD 27      -  40 28 10.18100(N)    086 07 17.37400(W) AD(       ) 3
 LB2449
 LB2449.Superseded values are not recommended for survey control.
 LB2449
 LB2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2449.See file dsdata.pdf to determine how the superseded data were derived.
 LB2449
 LB2449_MARKER: 53 = ELEVATED TANK
 LB2449
 LB2449  HISTORY     - Date     Condition        Report By
 LB2449  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2449
 LB2449                          STATION DESCRIPTION
 LB2449
 LB2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2449'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER TANK,
 LB2449'LOCATED AT THE EAST END OF THE GENERAL MOTORS CORP. DELCO RADIO
 LB2449'PLANT, IN THE SOUTHEAST SECTION OF KOKOMO.  IT IS ABOUT 125 FEET
 LB2449'SOUTHEAST OF THE T INTERSECTION OF EAST DEFFENBAUGH STREET AND
 LB2449'SOUTH LOCKE STREET.  IT IS A MEDIAM SIZED STEEL, OVAL BOTTOMED
 LB2449'TANK, ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER WITH
 LB2449'THE LEGEND DELCO RADIO IN BLACK LETTERS ON THE EAST AND WEST
 LB2449'SIDES OF THE TANK AND IS ABOUT 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2378 ***********************************************************************
 LB2378  DESIGNATION -  KOKOMO KINGSTON PRODUCTS CO TK
 LB2378  PID         -  LB2378
 LB2378  STATE/COUNTY-  IN/HOWARD
 LB2378  COUNTRY     -  US
 LB2378  USGS QUAD   -  GALVESTON (2019)
 LB2378
 LB2378                         *CURRENT SURVEY CONTROL
 LB2378  ______________________________________________________________________
 LB2378* NAD 83(1997) POSITION- 40 30 01.11370(N) 086 08 10.89961(W)   ADJUSTED
 LB2378  ______________________________________________________________________
 LB2378  GEOID HEIGHT    -        -34.407 (meters)                     GEOID18
 LB2378  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2378  HORZ ORDER      -  THIRD
 LB2378
 LB2378.The horizontal coordinates were established by classical geodetic methods
 LB2378.and adjusted by the National Geodetic Survey in May 1999.
 LB2378
 LB2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2378.GEOID18 height accuracy estimate available here.
 LB2378
 LB2378.Click photographs - Photos may exist for this station.
 LB2378
 LB2378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2378
 LB2378. The following values were computed from the NAD 83(1997) position.
 LB2378
 LB2378;                    North         East     Units Scale Factor Converg.
 LB2378;SPC IN E     -   583,175.844    60,186.501   MT  0.99998617   -0 18 18.2
 LB2378;SPC IN E     - 1,913,302.75    197,461.88   sFT  0.99998617   -0 18 18.2
 LB2378;UTM  16      - 4,483,647.278   573,179.566   MT  0.99966592   +0 33 39.3
 LB2378
 LB2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7317983647(NAD 83)
 LB2378
 LB2378                          SUPERSEDED SURVEY CONTROL
 LB2378
 LB2378  NAD 83(1986)-  40 30 01.11738(N)    086 08 10.91066(W) AD(       ) 3
 LB2378  NAD 27      -  40 30 00.98400(N)    086 08 10.93400(W) AD(       ) 3
 LB2378
 LB2378.Superseded values are not recommended for survey control.
 LB2378
 LB2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2378.See file dsdata.pdf to determine how the superseded data were derived.
 LB2378
 LB2378_MARKER: 53 = ELEVATED TANK
 LB2378
 LB2378  HISTORY     - Date     Condition        Report By
 LB2378  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2378  HISTORY     - 1957     GOOD             CGS
 LB2378  HISTORY     - 1989     GOOD             USPSQD
 LB2378
 LB2378                          STATION DESCRIPTION
 LB2378
 LB2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2378'STATION IS THE CENTER OF THE TOP OF THE TANK OF KINGSTON PRODUCTS
 LB2378'CO. LOCATED IN THE NORTHWEST SECTION OF KOKOMO, ABOUT 600 FT. NORTH
 LB2378'OF PREBLE STREET, 150 FEET SOUTH OF W. KIRK STREET, 250 FEET EAST OF
 LB2378'N. COURTLAND AVE. AND 50 FEET WEST OF N. WEBSTER STREET.  IT IS A
 LB2378'ROUND, SELF-SUPPORTING TANK, ATOP A LARGE STEEL FEED PIPE,
 LB2378'PAINTED SILVER WITH THE LEGEND KINGSTON PRODUCTS PAINTED IN
 LB2378'BLACK LETTERS ON THREE SIDES AND IS ABOUT 100 FEET HIGH.
 LB2378
 LB2378                          STATION RECOVERY (1957)
 LB2378
 LB2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2378'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2378
 LB2378                          STATION RECOVERY (1989)
 LB2378
 LB2378'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2483 ***********************************************************************
 LB2483  DESIGNATION -  KOKOMO N IND PUB SERV CO MAST
 LB2483  PID         -  LB2483
 LB2483  STATE/COUNTY-  IN/HOWARD
 LB2483  COUNTRY     -  US
 LB2483  USGS QUAD   -  KOKOMO WEST (2019)
 LB2483
 LB2483                         *CURRENT SURVEY CONTROL
 LB2483  ______________________________________________________________________
 LB2483* NAD 83(1997) POSITION- 40 28 00.24377(N) 086 08 48.76934(W)   ADJUSTED
 LB2483  ______________________________________________________________________
 LB2483  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 LB2483  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 LB2483  HORZ ORDER      -  THIRD
 LB2483
 LB2483.The horizontal coordinates were established by classical geodetic methods
 LB2483.and adjusted by the National Geodetic Survey in May 1999.
 LB2483
 LB2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2483.GEOID18 height accuracy estimate available here.
 LB2483
 LB2483.Click photographs - Photos may exist for this station.
 LB2483
 LB2483.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2483
 LB2483. The following values were computed from the NAD 83(1997) position.
 LB2483
 LB2483;                    North         East     Units Scale Factor Converg.
 LB2483;SPC IN E     -   579,452.450    59,274.539   MT  0.99998707   -0 18 42.0
 LB2483;SPC IN E     - 1,901,086.91    194,469.88   sFT  0.99998707   -0 18 42.0
 LB2483;UTM  16      - 4,479,911.732   572,324.238   MT  0.99966439   +0 33 13.3
 LB2483
 LB2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7232479911(NAD 83)
 LB2483
 LB2483                          SUPERSEDED SURVEY CONTROL
 LB2483
 LB2483  NAD 83(1986)-  40 28 00.24812(N)    086 08 48.78100(W) AD(       ) 3
 LB2483  NAD 27      -  40 28 00.10900(N)    086 08 48.81300(W) AD(       ) 3
 LB2483
 LB2483.Superseded values are not recommended for survey control.
 LB2483
 LB2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2483.See file dsdata.pdf to determine how the superseded data were derived.
 LB2483
 LB2483_MARKER: 42 = RADIO/TV MAST
 LB2483
 LB2483  HISTORY     - Date     Condition        Report By
 LB2483  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2483
 LB2483                          STATION DESCRIPTION
 LB2483
 LB2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2483'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF THE
 LB2483'RADIO MAST OF THE PUBLIC SERVICE CO. OF INDIANA, LOCATED ABOUT 1/2
 LB2483'MILE SOUTHWEST OF KOKOMO.  IT IS A SINGLE, UNIFORM CROSS-SECTIONED,
 LB2483'GUYED, STEEL MAST, 296 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF
 LB2483'ORANGE AND WHITE.  A MICRO-WAVE REFLECTOR IS MOUNTED ABOUT 20
 LB2483'FEET BELOW THE HIGHEST POINT OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2494 ***********************************************************************
 LB2494  DESIGNATION -  KOKOMO NORTH MUNICIPAL TANK
 LB2494  PID         -  LB2494
 LB2494  STATE/COUNTY-  IN/HOWARD
 LB2494  COUNTRY     -  US
 LB2494  USGS QUAD   -  KOKOMO WEST (2019)
 LB2494
 LB2494                         *CURRENT SURVEY CONTROL
 LB2494  ______________________________________________________________________
 LB2494* NAD 83(1997) POSITION- 40 29 42.01496(N) 086 07 53.69431(W)   ADJUSTED
 LB2494  ______________________________________________________________________
 LB2494  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB2494  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 LB2494  HORZ ORDER      -  THIRD
 LB2494
 LB2494.The horizontal coordinates were established by classical geodetic methods
 LB2494.and adjusted by the National Geodetic Survey in May 1999.
 LB2494
 LB2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2494.GEOID18 height accuracy estimate available here.
 LB2494
 LB2494.Click photographs - Photos may exist for this station.
 LB2494
 LB2494.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2494
 LB2494. The following values were computed from the NAD 83(1997) position.
 LB2494
 LB2494;                    North         East     Units Scale Factor Converg.
 LB2494;SPC IN E     -   582,584.602    60,588.510   MT  0.99998578   -0 18 06.9
 LB2494;SPC IN E     - 1,911,362.98    198,780.80   sFT  0.99998578   -0 18 06.9
 LB2494;UTM  16      - 4,483,062.366   573,590.333   MT  0.99966666   +0 33 50.3
 LB2494
 LB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7359083062(NAD 83)
 LB2494
 LB2494                          SUPERSEDED SURVEY CONTROL
 LB2494
 LB2494  NAD 83(1986)-  40 29 42.01902(N)    086 07 53.70512(W) AD(       ) 3
 LB2494  NAD 27      -  40 29 41.88600(N)    086 07 53.73000(W) AD(       ) 3
 LB2494
 LB2494.Superseded values are not recommended for survey control.
 LB2494
 LB2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2494.See file dsdata.pdf to determine how the superseded data were derived.
 LB2494
 LB2494_MARKER: 53 = ELEVATED TANK
 LB2494
 LB2494  HISTORY     - Date     Condition        Report By
 LB2494  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2494  HISTORY     - 1961     GOOD             CGS
 LB2494
 LB2494                          STATION DESCRIPTION
 LB2494
 LB2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2494'STATION IS THE METAL BALL AT THE CENTER OF THE ROOF OF THE MUNICIPAL
 LB2494'WATER TANK, LOCATED IN THE NORTH-CENTRAL SECTION OF KOKOMO, ACROSS
 LB2494'MAIN STREET FROM THE PENNSYLVANIA RAILROAD DEPOT, ABOUT 150 FEET
 LB2494'SOUTH OF ELM STREET AND 75 FEET WEST OF NORTH MAIN STREET.  IT IS
 LB2494'A LARGE OVAL SHAPED STEEL TANK, ATOP A 10 LEGGED STEEL TRUSSWORK
 LB2494'STRUCTURE AND IS ABOUT 135 FEET HIGH AND IS PAINTED SILVER.
 LB2494
 LB2494                          STATION RECOVERY (1961)
 LB2494
 LB2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB2494'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2452 ***********************************************************************
 LB2452  DESIGNATION -  KOKOMO PITTSBURGH GLASS CO STK
 LB2452  PID         -  LB2452
 LB2452  STATE/COUNTY-  IN/HOWARD
 LB2452  COUNTRY     -  US
 LB2452  USGS QUAD   -  KOKOMO EAST (2019)
 LB2452
 LB2452                         *CURRENT SURVEY CONTROL
 LB2452  ______________________________________________________________________
 LB2452* NAD 83(1997) POSITION- 40 28 53.08000(N) 086 07 06.72848(W)   ADJUSTED
 LB2452  ______________________________________________________________________
 LB2452  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 LB2452  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 LB2452  HORZ ORDER      -  THIRD
 LB2452
 LB2452.The horizontal coordinates were established by classical geodetic methods
 LB2452.and adjusted by the National Geodetic Survey in May 1999.
 LB2452
 LB2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2452.GEOID18 height accuracy estimate available here.
 LB2452
 LB2452.Click photographs - Photos may exist for this station.
 LB2452
 LB2452.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2452
 LB2452. The following values were computed from the NAD 83(1997) position.
 LB2452
 LB2452;                    North         East     Units Scale Factor Converg.
 LB2452;SPC IN E     -   581,069.473    61,686.717   MT  0.99998473   -0 17 36.1
 LB2452;SPC IN E     - 1,906,392.10    202,383.84   sFT  0.99998473   -0 17 36.1
 LB2452;UTM  16      - 4,481,564.479   574,710.952   MT  0.99966871   +0 34 20.2
 LB2452
 LB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7471081564(NAD 83)
 LB2452
 LB2452                          SUPERSEDED SURVEY CONTROL
 LB2452
 LB2452  NAD 83(1986)-  40 28 53.08419(N)    086 07 06.73985(W) AD(       ) 3
 LB2452  NAD 27      -  40 28 52.94900(N)    086 07 06.76300(W) AD(       ) 3
 LB2452
 LB2452.Superseded values are not recommended for survey control.
 LB2452
 LB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2452.See file dsdata.pdf to determine how the superseded data were derived.
 LB2452
 LB2452_MARKER: 63 = STACK
 LB2452
 LB2452  HISTORY     - Date     Condition        Report By
 LB2452  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2452
 LB2452                          STATION DESCRIPTION
 LB2452
 LB2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2452'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK LOCATED
 LB2452'AT THE PLANT OF THE PITTSBURGH PLATE GLASS CO., STORE FRONT
 LB2452'DIVISION, ABOUT 300 FEET NORTH OF VAILE AVENUE AND 200 FEET WEST
 LB2452'OF OHIO AVENUE AND IN THE EAST CENTRAL SECTION OF KOKOMO.  THE
 LB2452'STACK IS ABOUT 150 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2453 ***********************************************************************
 LB2453  DESIGNATION -  KOKOMO RADIO STA WIOU N MAST
 LB2453  PID         -  LB2453
 LB2453  STATE/COUNTY-  IN/HOWARD
 LB2453  COUNTRY     -  US
 LB2453  USGS QUAD   -  KOKOMO EAST (2019)
 LB2453
 LB2453                         *CURRENT SURVEY CONTROL
 LB2453  ______________________________________________________________________
 LB2453* NAD 83(1997) POSITION- 40 25 02.76827(N) 086 06 49.45780(W)   ADJUSTED
 LB2453  ______________________________________________________________________
 LB2453  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 LB2453  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 LB2453  HORZ ORDER      -  THIRD
 LB2453
 LB2453.The horizontal coordinates were established by classical geodetic methods
 LB2453.and adjusted by the National Geodetic Survey in May 1999.
 LB2453
 LB2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2453.GEOID18 height accuracy estimate available here.
 LB2453
 LB2453.Click photographs - Photos may exist for this station.
 LB2453
 LB2453.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2453
 LB2453. The following values were computed from the NAD 83(1997) position.
 LB2453
 LB2453;                    North         East     Units Scale Factor Converg.
 LB2453;SPC IN E     -   573,963.556    62,057.521   MT  0.99998438   -0 17 23.5
 LB2453;SPC IN E     - 1,883,078.77    203,600.38   sFT  0.99998438   -0 17 23.5
 LB2453;UTM  16      - 4,474,467.210   575,188.845   MT  0.99966959   +0 34 28.7
 LB2453
 LB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7518874467(NAD 83)
 LB2453
 LB2453                          SUPERSEDED SURVEY CONTROL
 LB2453
 LB2453  NAD 83(1986)-  40 25 02.77342(N)    086 06 49.46959(W) AD(       ) 3
 LB2453  NAD 27      -  40 25 02.63900(N)    086 06 49.49900(W) AD(       ) 3
 LB2453
 LB2453.Superseded values are not recommended for survey control.
 LB2453
 LB2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2453.See file dsdata.pdf to determine how the superseded data were derived.
 LB2453
 LB2453_MARKER: 42 = RADIO/TV MAST
 LB2453
 LB2453  HISTORY     - Date     Condition        Report By
 LB2453  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2453
 LB2453                          STATION DESCRIPTION
 LB2453
 LB2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2453'STATION IS THE FLASHING RED LIGHT ATOP THE MOST NORTHERLY OF FOUR
 LB2453'RADIO MASTS, LOCATED AT THE WIOU TRANSMITTING STATION, ABOUT 4 MILES
 LB2453'SOUTH OF KOKOMO, AND 3/4 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY
 LB2453'31 AND STATE HIGHWAY 26 AND ABOUT 300 FEET SOUTH OF HIGHWAY 26.
 LB2453'THEY ARE UNIFORM CROSS SECTIONED, GUYED STEEL MASTS, 205 FEET
 LB2453'HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND ORANGE, LOCATED
 LB2453'IN A NORTH-SOUTH DIRECTION 182 FEET APART.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2487 ***********************************************************************
 LB2487  DESIGNATION -  KOKOMO SOUTH MUNICIPAL TANK
 LB2487  PID         -  LB2487
 LB2487  STATE/COUNTY-  IN/HOWARD
 LB2487  COUNTRY     -  US
 LB2487  USGS QUAD   -  KOKOMO WEST (2019)
 LB2487
 LB2487                         *CURRENT SURVEY CONTROL
 LB2487  ______________________________________________________________________
 LB2487* NAD 83(1997) POSITION- 40 28 28.63246(N) 086 07 49.08602(W)   ADJUSTED
 LB2487  ______________________________________________________________________
 LB2487  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 LB2487  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 LB2487  HORZ ORDER      -  THIRD
 LB2487
 LB2487.The horizontal coordinates were established by classical geodetic methods
 LB2487.and adjusted by the National Geodetic Survey in May 1999.
 LB2487
 LB2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2487.GEOID18 height accuracy estimate available here.
 LB2487
 LB2487.Click photographs - Photos may exist for this station.
 LB2487
 LB2487.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2487
 LB2487. The following values were computed from the NAD 83(1997) position.
 LB2487
 LB2487;                    North         East     Units Scale Factor Converg.
 LB2487;SPC IN E     -   580,320.572    60,685.132   MT  0.99998569   -0 18 03.4
 LB2487;SPC IN E     - 1,903,935.08    199,097.80   sFT  0.99998569   -0 18 03.4
 LB2487;UTM  16      - 4,480,800.776   573,721.109   MT  0.99966690   +0 33 52.4
 LB2487
 LB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7372180800(NAD 83)
 LB2487
 LB2487                          SUPERSEDED SURVEY CONTROL
 LB2487
 LB2487  NAD 83(1986)-  40 28 28.63683(N)    086 07 49.09722(W) AD(       ) 3
 LB2487  NAD 27      -  40 28 28.50200(N)    086 07 49.12000(W) AD(       ) 3
 LB2487
 LB2487.Superseded values are not recommended for survey control.
 LB2487
 LB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2487.See file dsdata.pdf to determine how the superseded data were derived.
 LB2487
 LB2487_MARKER: 53 = ELEVATED TANK
 LB2487
 LB2487  HISTORY     - Date     Condition        Report By
 LB2487  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2487
 LB2487                          STATION DESCRIPTION
 LB2487
 LB2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2487'STATION IS THE METAL BALL AT THE CENTER OF THE ROOF OF THE MUNICIPAL
 LB2487'WATER TANK, LOCATED IN THE SOUTH CENTRAL SECTION OF KOKOMO, ABOUT
 LB2487'300 FEET EAST OF SOUTH MAIN STREET, 100 FEET WEST OF SOUTH UNION
 LB2487'AVENUE AND ON THE SOUTH SIDE OF FOSTER STREET (EXTENDED).  IT IS A
 LB2487'LARGE OVAL SHAPED TANK, ATOP A 10 LEGGED STEEL TRUSSWORK
 LB2487'STRUCTURE, PAINTED SILVER AND IS ABOUT 135 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2489 ***********************************************************************
 LB2489  DESIGNATION -  KOKOMO ST PATRICKS CATH CH
 LB2489  PID         -  LB2489
 LB2489  STATE/COUNTY-  IN/HOWARD
 LB2489  COUNTRY     -  US
 LB2489  USGS QUAD   -  KOKOMO WEST (2019)
 LB2489
 LB2489                         *CURRENT SURVEY CONTROL
 LB2489  ______________________________________________________________________
 LB2489* NAD 83(1997) POSITION- 40 29 48.65775(N) 086 08 02.64839(W)   ADJUSTED
 LB2489  ______________________________________________________________________
 LB2489  GEOID HEIGHT    -        -34.409 (meters)                     GEOID18
 LB2489  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 LB2489  HORZ ORDER      -  THIRD
 LB2489
 LB2489.The horizontal coordinates were established by classical geodetic methods
 LB2489.and adjusted by the National Geodetic Survey in May 1999.
 LB2489
 LB2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2489.GEOID18 height accuracy estimate available here.
 LB2489
 LB2489.Click photographs - Photos may exist for this station.
 LB2489
 LB2489.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2489
 LB2489. The following values were computed from the NAD 83(1997) position.
 LB2489
 LB2489;                    North         East     Units Scale Factor Converg.
 LB2489;SPC IN E     -   582,790.611    60,378.747   MT  0.99998598   -0 18 12.7
 LB2489;SPC IN E     - 1,912,038.86    198,092.61   sFT  0.99998598   -0 18 12.7
 LB2489;UTM  16      - 4,483,265.117   573,377.549   MT  0.99966627   +0 33 44.5
 LB2489
 LB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7337783265(NAD 83)
 LB2489
 LB2489                          SUPERSEDED SURVEY CONTROL
 LB2489
 LB2489  NAD 83(1986)-  40 29 48.65877(N)    086 08 02.65928(W) AD(       ) 3
 LB2489  NAD 27      -  40 29 48.52500(N)    086 08 02.68200(W) AD(       ) 3
 LB2489
 LB2489.Superseded values are not recommended for survey control.
 LB2489
 LB2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2489.See file dsdata.pdf to determine how the superseded data were derived.
 LB2489
 LB2489_MARKER: 91 = CHURCH CROSS
 LB2489
 LB2489  HISTORY     - Date     Condition        Report By
 LB2489  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2489  HISTORY     - 1961     GOOD             CGS
 LB2489
 LB2489                          STATION DESCRIPTION
 LB2489
 LB2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2489'STATION IS THE BASE OF THE CROSS ATOP THE HIGHEST AND MOST SOUTHERLY
 LB2489'OF TWO SPIRES AT THE EAST END OF ST. PATRICKS CHURCH, LOCATED IN THE
 LB2489'NORTHWEST ANGLE OF THE INTERSECTION OF NORTH WASHINGTON AND WEST
 LB2489'BROADWAY IN THE NORTH-CENTRAL SECTION OF KOKOMO.  IT IS AN EIGHT
 LB2489'SIDED, GRAY SLATE COVERED SPIRE, WITH GREEN TRIM, ATOP A GRAY
 LB2489'LIMESTONE BASE AND IS ABOUT 130 FEET HIGH.
 LB2489
 LB2489                          STATION RECOVERY (1961)
 LB2489
 LB2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB2489'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8406 ***********************************************************************
 AH8406  DESIGNATION -  KOKU
 AH8406  PID         -  AH8406
 AH8406  STATE/COUNTY-  IN/KOSCIUSKO
 AH8406  COUNTRY     -  US
 AH8406  USGS QUAD   -  LAKE WAWASEE (2019)
 AH8406
 AH8406                         *CURRENT SURVEY CONTROL
 AH8406  ______________________________________________________________________
 AH8406* NAD 83(2011) POSITION- 41 22 45.66618(N) 085 42 04.51806(W)   ADJUSTED
 AH8406* NAD 83(2011) ELLIP HT-   246.193 (meters)        (06/27/12)   ADJUSTED
 AH8406* NAD 83(2011) EPOCH   -  2010.00
 AH8406* NAVD 88 ORTHO HEIGHT -   279.6   (meters)      917.    (feet) GPS OBS
 AH8406  ______________________________________________________________________
 AH8406  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH8406  GEOID HEIGHT    -        -33.393 (meters)                     GEOID96
 AH8406  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 AH8406  NAD 83(2011) X  -    359,270.670 (meters)                     COMP
 AH8406  NAD 83(2011) Y  - -4,779,547.127 (meters)                     COMP
 AH8406  NAD 83(2011) Z  -  4,194,290.037 (meters)                     COMP
 AH8406  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 AH8406
 AH8406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8406  Standards:
 AH8406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8406  -------------------------------------------------------------------
 AH8406  NETWORK    0.72   1.94           0.32   0.26   0.99     -0.10258096
 AH8406  -------------------------------------------------------------------
 AH8406  Click here for local accuracies and other accuracy information.
 AH8406
 AH8406.The horizontal coordinates were established by GPS observations
 AH8406.and adjusted by the National Geodetic Survey in June 2012.
 AH8406
 AH8406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8406.been affixed to the stable North American tectonic plate. See 
 AH8406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8406
 AH8406.The horizontal coordinates are valid at the epoch date displayed above
 AH8406.which is a decimal equivalence of Year/Month/Day.
 AH8406
 AH8406.The orthometric height was determined by GPS observations and a
 AH8406.high-resolution geoid model.
 AH8406
 AH8406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8406.GEOID18 height accuracy estimate available here.
 AH8406
 AH8406.Click photographs - Photos may exist for this station.
 AH8406
 AH8406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8406
 AH8406.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8406
 AH8406.The ellipsoidal height was determined by GPS observations
 AH8406.and is referenced to NAD 83.
 AH8406
 AH8406. The following values were computed from the NAD 83(2011) position.
 AH8406
 AH8406;                    North         East     Units Scale Factor Converg.
 AH8406;SPC IN E     -   680,687.251    97,106.748   MT  0.99996677   -0 01 22.3
 AH8406;SPC IN E     - 2,233,221.42    318,591.06   sFT  0.99996677   -0 01 22.3
 AH8406;UTM  16      - 4,581,683.794   608,598.984   MT  0.99974514   +0 51 31.0
 AH8406
 AH8406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8406!SPC IN E     -   0.99996139  x   0.99996677  =   0.99992816
 AH8406!UTM  16      -   0.99996139  x   0.99974514  =   0.99970654
 AH8406
 AH8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0859881683(NAD 83)
 AH8406
 AH8406                          SUPERSEDED SURVEY CONTROL
 AH8406
 AH8406  NAD 83(2007)-  41 22 45.66631(N)    085 42 04.51913(W) AD(2002.00) 0
 AH8406  ELLIP H (02/10/07)  246.211  (m)                       GP(2002.00)    
 AH8406  NAD 83(1997)-  41 22 45.66616(N)    085 42 04.51904(W) AD(       ) B
 AH8406  ELLIP H (03/12/99)  246.252  (m)                       GP(       ) 2 1
 AH8406
 AH8406.Superseded values are not recommended for survey control.
 AH8406
 AH8406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8406.See file dsdata.pdf to determine how the superseded data were derived.
 AH8406
 AH8406_MARKER: F = FLANGE-ENCASED ROD
 AH8406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8406_STAMPING: KOKU 1998
 AH8406_MARK LOGO: NONE
 AH8406_PROJECTION: PROJECTING 5 CENTIMETERS
 AH8406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8406+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 AH8406
 AH8406  HISTORY     - Date     Condition        Report By
 AH8406  HISTORY     - 1998     MONUMENTED       WOOLPT
 AH8406  HISTORY     - 20081107 GOOD             IN-113
 AH8406  HISTORY     - 20140722 GOOD             GRWAS
 AH8406
 AH8406                          STATION DESCRIPTION
 AH8406
 AH8406'DESCRIBED BY WOOLPERT CONSULTANTS 1998 (BBS)
 AH8406'DESCRIBED BY WOOLPERT LLP 1998 (BBS).   STATION IS LOCATED 3.6 MI (5.8
 AH8406'KM) NORTH OF NORTH WEBSTER, 4 MI (6.4 KM) SOUTHEAST OF SYRACUSE, AND
 AH8406'IN THE NORTHWEST CORNER OF THE LAWN OF THE WAWASEE MIDDLE SCHOOL.  TO
 AH8406'REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET AND STATE
 AH8406'ROUTE 13 IN NORTH WEBSTER, PROCEED 3.4 MI (5.5 KM) NORTH ON STATE
 AH8406'ROUTE 13 TO THE WAWASEE MIDDLE SCHOOL, CONTINUE ON STATE ROUTE 13 FOR
 AH8406'AN ADDITIONAL 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE ROUTE 13
 AH8406'AND COUNTY ROAD 1000N AND THE STATION ON THE RIGHT, IN THE SOUTHEAST
 AH8406'QUADRANT OF THE INTERSECTION.  THE STATION IS A STAINLESS STEEL ROD
 AH8406'DRIVEN INTO THE GROUND, STAMPED--KOKU 1998--.  IT IS SURROUNDED BY A
 AH8406'0.12 M (0.39 FT) DIA PVC PIPE ENCASED IN CONCRETE.  THE STATION IS
 AH8406'LOCATED 69.2 M (227.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AH8406'WAWASEE MIDDLE SCHOOL, 20.2 M (66.3 FT) FROM A CONCRETE RIGHT OF WAY
 AH8406'POST EAST OF STATE ROUTE 13, 17.8 M (58.4 FT) FROM A CONCRETE RIGHT OF
 AH8406'WAY POST SOUTH OF COUNTY ROAD 1000N, 28.1 M (92.2 FT) SOUTH OF THE
 AH8406'CENTERLINE OF COUNTY ROAD 1000N, AND 0.5 M (1.6 FT) SOUTH OF A
 AH8406'KOSCIUSKO COUNTY SURVEYORS WITNESS POST.
 AH8406
 AH8406                          STATION RECOVERY (2008)
 AH8406
 AH8406'RECOVERY NOTE BY NOBLE COUNTY INDIANA 2008 (MAO)
 AH8406'MONUMENT FOUND IN GOOD CONDITION. HOWEVER, METAL ACCESS DOOR ASSEMBLY
 AH8406'HAS BEEN BROKEN FROM TOP OF PLASTIC PIPE SLEAVE ENCASING MONUMENT AND
 AH8406'WAS LAYING ON CONCRETE RING NEXT TO MONUMENT. THE ACTUAL CONTROL POINT
 AH8406'APPEARS TO BE UNDISTURBED.
 AH8406
 AH8406                          STATION RECOVERY (2014)
 AH8406
 AH8406'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BRN)
 AH8406'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0608 ***********************************************************************
 ME0608  DESIGNATION -  KOSE
 ME0608  PID         -  ME0608
 ME0608  STATE/COUNTY-  IN/PORTER
 ME0608  COUNTRY     -  US
 ME0608  USGS QUAD   -  LA CROSSE (2019)
 ME0608
 ME0608                         *CURRENT SURVEY CONTROL
 ME0608  ______________________________________________________________________
 ME0608* NAD 83(1997) POSITION- 41 19 03.29400(N) 086 58 05.67567(W)   ADJUSTED
 ME0608* NAVD 88 ORTHO HEIGHT -   207.67  (meters)      681.3   (feet) RESET
 ME0608  ______________________________________________________________________
 ME0608  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 ME0608  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 ME0608  HORZ ORDER      -  SECOND
 ME0608  VERT ORDER      -  THIRD
 ME0608
 ME0608.The horizontal coordinates were established by classical geodetic methods
 ME0608.and adjusted by the National Geodetic Survey in May 1999.
 ME0608
 ME0608.The orthometric height was computed from unverified reset data.
 ME0608
 ME0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0608.GEOID18 height accuracy estimate available here.
 ME0608
 ME0608.Click photographs - Photos may exist for this station.
 ME0608
 ME0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0608
 ME0608. The following values were computed from the NAD 83(1997) position.
 ME0608
 ME0608;                    North         East     Units Scale Factor Converg.
 ME0608;SPC IN W     -   673,833.071   909,636.179   MT  0.99996781   +0 04 33.6
 ME0608;SPC IN W     - 2,210,734.00  2,984,364.70   sFT  0.99996781   +0 04 33.6
 ME0608;UTM  16      - 4,574,013.101   502,657.931   MT  0.99960009   +0 01 15.5
 ME0608
 ME0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0608!SPC IN W     -   0.99997274  x   0.99996781  =   0.99994055
 ME0608!UTM  16      -   0.99997274  x   0.99960009  =   0.99957284
 ME0608
 ME0608:                Primary Azimuth Mark                     Grid Az
 ME0608:SPC IN W     -  KOSE AZ MK                               086 26 45.9
 ME0608:UTM  16      -  KOSE AZ MK                               086 30 04.0
 ME0608
 ME0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0265774013(NAD 83)
 ME0608
 ME0608|---------------------------------------------------------------------|
 ME0608| PID    Reference Object                     Distance      Geod. Az  |
 ME0608|                                                           dddmmss.s |
 ME0608| ME0607 T 141                                11.753 METERS 02831     |
 ME0608| CM2973 KOSE AZ MK                                         0863119.5 |
 ME0608| ME2398 LA CROSSE MUNICIPAL TANK            APPROX. 6.3 KM 0905505.3 |
 ME0608| ME2525 KOUTS MUNICIPAL TANK                APPROX. 4.7 KM 2694852.4 |
 ME0608| ME0609 KOSE RM 1                            25.550 METERS 29440     |
 ME0608|---------------------------------------------------------------------|
 ME0608
 ME0608                          SUPERSEDED SURVEY CONTROL
 ME0608
 ME0608  NAD 83(1986)-  41 19 03.29919(N)    086 58 05.68023(W) AD(       ) 2
 ME0608  NAD 27      -  41 19 03.15900(N)    086 58 05.59550(W) AD(       ) 2
 ME0608  NGVD 29 (??/??/??)  207.77   (m)          681.7    (f) RESET       3  
 ME0608  NGVD 29             207.77   (m)          681.7    (f) LEVELING    3  
 ME0608
 ME0608.Superseded values are not recommended for survey control.
 ME0608
 ME0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0608.See file dsdata.pdf to determine how the superseded data were derived.
 ME0608
 ME0608_MARKER: DS = TRIANGULATION STATION DISK
 ME0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0608_STAMPING: KOSE 1952
 ME0608_MARK LOGO: CGS
 ME0608_PROJECTION: RECESSED 30 CENTIMETERS
 ME0608_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ME0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0608+STABILITY: SURFACE MOTION
 ME0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0608+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 ME0608
 ME0608  HISTORY     - Date     Condition        Report By
 ME0608  HISTORY     - 1952     MONUMENTED       CGS
 ME0608  HISTORY     - 1969     GOOD             CGS
 ME0608  HISTORY     - 1969     GOOD             CGS
 ME0608  HISTORY     - 1978     GOOD             LOCSUR
 ME0608  HISTORY     - 20230106 GOOD             IN-127
 ME0608
 ME0608                          STATION DESCRIPTION
 ME0608
 ME0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0608'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF LA CROSSE AND 3 MILES
 ME0608'EAST OF KOUTS ON PROPERTY OWNED BY MR. GEORGE DEARDURFF.  IT IS 77
 ME0608'FEET SOUTHWEST OF AN INTERSECTION OF STATE HIGHWAY 8 AND A GRAVEL T
 ME0608'ROAD SOUTH, 66 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 43 FEET WEST
 ME0608'OF THE CENTER OF THE GRAVEL ROAD, 39 FEET SOUTHWEST OF A WHITE WITNESS
 ME0608'POST AND 41 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS ABOUT 12
 ME0608'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KOSE
 ME0608'1952.
 ME0608'
 ME0608'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 ME0608'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 ME0608'DISK IS STAMPED KOSE NO 1 1952.
 ME0608'
 ME0608'BENCH MARK T 141 WAS USED AS A REFERENCE MARK.  IT IS 31 FEET SOUTH OF
 ME0608'THE CENTER OF THE HIGHWAY, 4 FEET WEST OF THE FENCE CORNER AND 1 FOOT
 ME0608'SOUTHEAST OF THE WHITE WITNESS POST.  THE MARK IS A 10 X 10 INCH
 ME0608'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES WITH A STANDARD BRONZE USC
 ME0608'AND GS BENCH MARK DISK IN THE TOP STAMPED T 141 1946.
 ME0608'
 ME0608'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8, 11
 ME0608'FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2 FEET WEST OF A FENCE
 ME0608'CORNER AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME0608'ABOUT 2 INCHES AND THE DISK IS STAMPED KOSE 1952.
 ME0608'
 ME0608'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 8 IN
 ME0608'KOUTS, GO EAST ON HIGHWAY 8 FOR 2.95 MILES TO A GRAVEL T-ROAD RIGHT
 ME0608'AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED, CONTINUE EAST ON
 ME0608'HIGHWAY FOR 0.35 MILE TO A GRAVEL DRIVEWAY ON THE LEFT AND THE AZIMUTH
 ME0608'MARK ON THE LEFT AS DESCRIBED.
 ME0608'
 ME0608'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0608
 ME0608                          STATION RECOVERY (1969)
 ME0608
 ME0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME0608'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 ME0608'IS GOOD WITH THE BELOW.
 ME0608'
 ME0608'THE FENCE AT THE STATION IS GONE.
 ME0608'
 ME0608'REFERENCE MARK 1 IS 20 FEET NORTH OF A 10 INCH ELM TREE AND 42 FEET
 ME0608'EAST OF THE CENTERLINE OF A DRIVEWAY.
 ME0608'
 ME0608'BENCH MARK T 141 IS 1 FOOT EAST OF A METAL WITNESS POST AND 23 FEET
 ME0608'WEST OF THE CENTERLINE OF CO. RD. 500 E.
 ME0608'
 ME0608'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION INSTEAD OF 0.35 MILE
 ME0608'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME0608'
 ME0608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES EAST OF
 ME0608'KOUTS
 ME0608
 ME0608                          STATION RECOVERY (1969)
 ME0608
 ME0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0608'3 MI E FROM KOUTS.
 ME0608'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0608'WITH U.S. HIGHWAY 421 AT KOUTS, 77 FEET SOUTHWEST OF THE
 ME0608'INTERSECTION OF THE HIGHWAY AND A PAVED ROAD SOUTH (CO. RD. 500
 ME0608'E), 66 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET WEST
 ME0608'OF THE CENTERLINE OF THE CO. RD., 38 FEET SOUTHWEST OF A METAL
 ME0608'WITNESS POST.  DISK IS SET IN THE TOP OF A CONCRETE MONUMENT
 ME0608'ABOUT 1 FOOT UNDERGROUND.
 ME0608
 ME0608                          STATION RECOVERY (1978)
 ME0608
 ME0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0608'RECOVERED IN GOOD CONDITION.
 ME0608
 ME0608                          STATION RECOVERY (2023)
 ME0608
 ME0608'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0608'AT THE INTERSECTION OF S.R. 49 AND S.R. 8 IN KOUTS, GO EAST ON STATE
 ME0608'ROAD 8 FOR 3 MI (4.8 KM) TO COUNTY ROAD 500 EAST AND STATION IS IN THE
 ME0608'SOUTHWEST QUADRANT.  67.0 FT (20.4 M) SOUTH OF THE CENTERLINE OF
 ME0608'HIGHWAY, 43.0 FT (13.1 M) WEST OF THE CENTERLINE OF C.R. 500 EAST,
 ME0608'38.4 FT (11.7 M) SOUTHWEST OF A WITNESS SIGN, 83.83 FT (25.6 M)
 ME0608'SOUTHEAST OF STATION KOSE REFERENCE MARK 1, 38.58 FT (11.8 M)
 ME0608'SOUTHWEST OF STATION T 141.
 ME0608'
 ME0608'STATION IS ABOUT 12 INCHES (30 CM) BELOW THE SURFACE OF THE GROUND,
 ME0608'1.05 FT (0.3 M) WEST OF IRON ROD WITH WITNESS CAP AT EAST SIDE OF
 ME0608'CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0609 ***********************************************************************
 ME0609  DESIGNATION -  KOSE RM 1
 ME0609  PID         -  ME0609
 ME0609  STATE/COUNTY-  IN/PORTER
 ME0609  COUNTRY     -  US
 ME0609  USGS QUAD   -  LA CROSSE (2019)
 ME0609
 ME0609                         *CURRENT SURVEY CONTROL
 ME0609  ______________________________________________________________________
 ME0609* NAD 83(1986) POSITION- 41 19 03.64   (N) 086 58 07.46   (W)   HD_HELD1
 ME0609* NAVD 88 ORTHO HEIGHT -   208.09  (meters)      682.7   (feet) RESET
 ME0609  ______________________________________________________________________
 ME0609  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 ME0609  VERT ORDER      -  THIRD
 ME0609
 ME0609.The horizontal coordinates were determined by differentially corrected
 ME0609.hand held GPS observations or other comparable positioning techniques
 ME0609.and have an estimated accuracy of +/- 3 meters.
 ME0609
 ME0609.The orthometric height was computed from unverified reset data.
 ME0609
 ME0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0609.GEOID18 height accuracy estimate available here.
 ME0609
 ME0609.Click photographs - Photos may exist for this station.
 ME0609
 ME0609;                    North         East    Units  Estimated Accuracy
 ME0609;SPC IN W     -   673,843.7     909,594.7     MT  (+/- 3 meters HH1 GPS) 
 ME0609
 ME0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0261674023(NAD 83)
 ME0609
 ME0609                          SUPERSEDED SURVEY CONTROL
 ME0609
 ME0609  NGVD 29 (??/??/??)  208.18   (m)          683.0    (f) RESET       3  
 ME0609
 ME0609.Superseded values are not recommended for survey control.
 ME0609
 ME0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0609.See file dsdata.pdf to determine how the superseded data were derived.
 ME0609
 ME0609_MARKER: DR = REFERENCE MARK DISK
 ME0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0609_STAMPING: KOSE NO 1 1952
 ME0609_MARK LOGO: CGS
 ME0609_PROJECTION: FLUSH
 ME0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0609+STABILITY: SURFACE MOTION
 ME0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0609+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 ME0609
 ME0609  HISTORY     - Date     Condition        Report By
 ME0609  HISTORY     - 1952     MONUMENTED       CGS
 ME0609  HISTORY     - 1969     GOOD             CGS
 ME0609  HISTORY     - 1978     GOOD             LOCSUR
 ME0609  HISTORY     - 20230106 GOOD             IN-127
 ME0609
 ME0609                          STATION DESCRIPTION
 ME0609
 ME0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME0609'3 MI E FROM KOUTS.
 ME0609'ABOUT 3 MILES EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION WITH
 ME0609'U.S. HIGHWAY 421 AT KOUTS, 31 FEET SOUTH OF THE CENTERLINE OF THE
 ME0609'HIGHWAY, 20 FEET NORTH OF A 10 INCH ELM TREE, 42 FEET EAST OF THE
 ME0609'CENTERLINE OF A DRIVEWAY, SET IN THE TOP OF A SQUARE CONCRETE
 ME0609'POST FLUSH WITH THE GROUND.
 ME0609
 ME0609                          STATION RECOVERY (1978)
 ME0609
 ME0609'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0609'RECOVERED IN GOOD CONDITION.
 ME0609
 ME0609                          STATION RECOVERY (2023)
 ME0609
 ME0609'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0609'AT THE INTERSECTION OF S.R. 49 AND S.R. 8 IN KOUTS, GO EAST ON STATE
 ME0609'ROAD 8 FOR 3 MI (4.8 KM) TO COUNTY ROAD 500 EAST AND STATION IS IN THE
 ME0609'SOUTHWEST QUADRANT.  31.9 FT (9.7 M) SOUTH OF THE CENTERLINE OF
 ME0609'HIGHWAY, 119.3 FT (36.4 M) WEST OF THE CENTERLINE OF C.R. 500 EAST, 4
 ME0609'FT (1.2 M) NORTHEAST OF 14 INCH CEDAR TREE, 83.83 FT (25.6 M)
 ME0609'NORTHWEST OF STATION KOSE, 93.8 FT (28.6 M) WEST OF A WITNESS SIGN FOR
 ME0609'STATION T 141, 27.3 FT (8.3 M) EAST OF RAILROAD TIE EDGING OF GRAVEL
 ME0609'DRIVE.  STATION IS SET IN THE TOP OF A SQUARE CONCRETE BASE FLUSH WITH
 ME0609'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2526 ***********************************************************************
 ME2526  DESIGNATION -  KOUTS
 ME2526  PID         -  ME2526
 ME2526  STATE/COUNTY-  IN/PORTER
 ME2526  COUNTRY     -  US
 ME2526  USGS QUAD   -  KOUTS (2019)
 ME2526
 ME2526                         *CURRENT SURVEY CONTROL
 ME2526  ______________________________________________________________________
 ME2526* NAD 83(1997) POSITION- 41 19 06.77035(N) 087 02 46.02056(W)   ADJUSTED
 ME2526* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 ME2526  ______________________________________________________________________
 ME2526  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2526  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2526  HORZ ORDER      -  THIRD
 ME2526
 ME2526.The horizontal coordinates were established by classical geodetic methods
 ME2526.and adjusted by the National Geodetic Survey in May 1999.
 ME2526
 ME2526.The orthometric height was scaled from a topographic map.
 ME2526
 ME2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2526.GEOID18 height accuracy estimate available here.
 ME2526
 ME2526.Click photographs - Photos may exist for this station.
 ME2526
 ME2526.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2526
 ME2526. The following values were computed from the NAD 83(1997) position.
 ME2526
 ME2526;                    North         East     Units Scale Factor Converg.
 ME2526;SPC IN W     -   673,934.591   903,115.990   MT  0.99996679   +0 01 28.5
 ME2526;SPC IN W     - 2,211,067.07  2,962,973.04   sFT  0.99996679   +0 01 28.5
 ME2526;UTM  16      - 4,574,120.843   496,140.238   MT  0.99960018   -0 01 49.6
 ME2526
 ME2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2526!SPC IN W     -   0.99997285  x   0.99996679  =   0.99993965
 ME2526!UTM  16      -   0.99997285  x   0.99960018  =   0.99957304
 ME2526
 ME2526:                Primary Azimuth Mark                     Grid Az
 ME2526:SPC IN W     -  KOUTS MUNICIPAL TANK                     093 58 15.4
 ME2526:UTM  16      -  KOUTS MUNICIPAL TANK                     094 01 33.5
 ME2526
 ME2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9614074120(NAD 83)
 ME2526
 ME2526|---------------------------------------------------------------------|
 ME2526| PID    Reference Object                     Distance      Geod. Az  |
 ME2526|                                                           dddmmss.s |
 ME2526| CM2978 KOUTS RM 1                           34.424 METERS 01051     |
 ME2526| ME1302 P 141                                              0915255.9 |
 ME2526| ME2525 KOUTS MUNICIPAL TANK                APPROX. 1.8 KM 0935943.9 |
 ME2526| CM2980 KOUTS RM 3                           18.032 METERS 10218     |
 ME2526| CM2979 KOUTS RM 2                           23.092 METERS 12153     |
 ME2526| ME1300 N 141                                              2700047.6 |
 ME2526|---------------------------------------------------------------------|
 ME2526
 ME2526                          SUPERSEDED SURVEY CONTROL
 ME2526
 ME2526  NAD 83(1986)-  41 19 06.77588(N)    087 02 46.02599(W) AD(       ) 3
 ME2526  NAD 27      -  41 19 06.63760(N)    087 02 45.93150(W) AD(       ) 3
 ME2526
 ME2526.Superseded values are not recommended for survey control.
 ME2526
 ME2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2526.See file dsdata.pdf to determine how the superseded data were derived.
 ME2526
 ME2526_MARKER: DS = TRIANGULATION STATION DISK
 ME2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2526_STAMPING: KOUTS 1952
 ME2526_MARK LOGO: CGS
 ME2526_PROJECTION: FLUSH
 ME2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2526+STABILITY: SURFACE MOTION
 ME2526
 ME2526  HISTORY     - Date     Condition        Report By
 ME2526  HISTORY     - 1952     MONUMENTED       CGS
 ME2526  HISTORY     - 1956     GOOD             CGS
 ME2526  HISTORY     - 1968     GOOD             CGS
 ME2526  HISTORY     - 20220516 GOOD             IN-127
 ME2526
 ME2526                          STATION DESCRIPTION
 ME2526
 ME2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2526'STATION IS LOCATED 7 MILES EAST OF HEBRON AND 1 MILE WEST OF KOUTS ON
 ME2526'PROPERTY OWNED BY MR. HERMAN GESSE.  IT IS 79 FEET WEST OF THE
 ME2526'SOUTHWEST CORNER OF A HOUSE, 65 FEET NORTH OF THE CENTER OF STATE
 ME2526'HIGHWAY 8, 45 FEET WEST OF THE CENTER OF A DRIVEWAY AND 14 FEET EAST
 ME2526'OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE
 ME2526'DISK IS STAMPED KOUTS 1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE SOUTHEAST CORNER OF A BARN.
 ME2526'THE MARK IS FLUSH AND THE DISK IS STAMPED KOUTS NO 1 1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 2 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME2526'HOUSE, 27 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 19 FEET EAST OF
 ME2526'THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2526'KOUTS NO 2 1952.
 ME2526'
 ME2526'BENCH MARK N 141 IS 28 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 26
 ME2526'FEET NORTH OF THE CENTER OF THE HIGHWAY, 10 FEET WEST OF A TELEPHONE
 ME2526'POLE AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS AN 8 BY 8
 ME2526'INCH CONCRETE POST PROJECTING 6 INCHES WITH A BRONZE U.S. COAST AND
 ME2526'GEODETIC SURVEY BENCH MARK DISK IN THE TOP STAMPED N 141 1946.
 ME2526'
 ME2526'BENCH MARK P 141 IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET
 ME2526'WEST OF A POWER LINE POLE, 3 FEET EAST OF A WHITE WITNESS POST AND 1
 ME2526'FOOT NORTH OF A FENCE LINE.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST
 ME2526'PROJECTING 2 INCHES WITH A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH
 ME2526'MARK DISK IN THE TOP STAMPED P 141 1946.
 ME2526'
 ME2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 8, IN
 ME2526'HEBRON, GO EAST ON HIGHWAY 8 FOR 7.3 MILES TO BENCH MARK N 141 ON THE
 ME2526'LEFT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO THE
 ME2526'STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.6
 ME2526'MILE TO BENCH MARK P 141 ON THE RIGHT AS DESCRIBED.
 ME2526'
 ME2526'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2526
 ME2526                          STATION RECOVERY (1956)
 ME2526
 ME2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ME2526'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2526'CONDITION.  ROAD CONSTRUCTION WORK ON STATE HIGHWAY 8 WILL DESTROY THE
 ME2526'BENCH MARKS P 141 AND N 141 WHICH WERE USED AS AZIMUTH MARKS AND
 ME2526'REFERENCE MARK NO. 2.  THESE MARKS WERE MOVED, BUT TREES NEAR THE
 ME2526'STATION PREVENTED THE USE OF THE RESET BENCH MARKS AS AZIMUTH MARKS.
 ME2526'THE KOUTS MUNI., WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE
 ME2526'AS A GOOD AZIMUTH MARK.  THERE ARE SOME CHANGES IN THE LOCAL REFERENCE
 ME2526'MEASUREMENTS, SO A COMPLETE DESCRIPTION FOLLOWS.
 ME2526'
 ME2526'STATION IS LOCATED 7 MILES EAST OF HEBRON AND 1 MILE WEST OF KOUTS ON
 ME2526'PROPERTY OWNED BY MR. WILLIAM GESSE, 79 FEET WEST OF THE SOUTHWEST
 ME2526'CORNER OF HIS HOUSE, 61 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8,
 ME2526'45 FEET WEST OF THE CENTER OF DRIVEWAY, 21 FEET NORTHEAST OF A POWER
 ME2526'POLE, AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH
 ME2526'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KOUTS 1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE SOUTHEAST CORNER OF A
 ME2526'MACHINE SHED.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ME2526'THE DISK IS STAMPED KOUTS NO 1 1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 3 IS 48 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2526'8, 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 14 FEET EAST OF
 ME2526'THE CENTER OF DRIVEWAY, AND 3 FEET NORTHEAST OF POWER POLE.  THE MARK
 ME2526'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KOUTS
 ME2526'NO 3 1952.
 ME2526'
 ME2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2526'KOUTS, GO WEST ON STATE HIGHWAY 8 FOR 1.05 MILES TO THE WILLIAM GESSE
 ME2526'FARM RESIDENCE ON THE RIGHT AND THE STATION AS DESCRIBED.
 ME2526
 ME2526                          STATION RECOVERY (1968)
 ME2526
 ME2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2526'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN THE 1956
 ME2526'RECOVERY NOTE.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 ME2526'
 ME2526'REFERENCE MARK 1 IS 45 FEET NORTH OF A 20 INCH OAK TREE, 30 FEET
 ME2526'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 15 FEET WEST OF THE
 ME2526'CENTERLINE OF DRIVEWAY TO BARN AND THE MACHINE SHED HAS BEEN TORN
 ME2526'DOWN.
 ME2526'
 ME2526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE WEST OF
 ME2526'KOUTS.
 ME2526
 ME2526                          STATION RECOVERY (2022)
 ME2526
 ME2526'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2526'STATION IS LOCATED 7 MILES EAST OF HEBRON AND 1 MILE WEST OF KOUTS ON
 ME2526'PROPERTY OWNED BY MR. HERMAN GESSE. IT IS 79 FEET WEST OF THE
 ME2526'SOUTHWEST CORNER OF A HOUSE, 65 FEET NORTH OF THE CENTER OF STATE
 ME2526'HIGHWAY 8, 45 FEET WEST OF THE CENTER OF A DRIVEWAY AND 14 FEET EAST
 ME2526'OF A WHITE WITNESS POST AND FENCE LINE. THE MARK IS FLUSH AT LAT
 ME2526'411906.77168N LONG 870246.01861 W. FOUND RM#3 18.032 M (59.2 FT) ESE
 ME2526'FROM ME2526. OPUS FAILED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1816 ***********************************************************************
 JA1816  DESIGNATION -  KROUS RESET
 JA1816  PID         -  JA1816
 JA1816  STATE/COUNTY-  IN/PERRY
 JA1816  COUNTRY     -  US
 JA1816  USGS QUAD   -  GATCHEL (2019)
 JA1816
 JA1816                         *CURRENT SURVEY CONTROL
 JA1816  ______________________________________________________________________
 JA1816* NAD 83(1997) POSITION- 38 00 45.72460(N) 086 41 59.93535(W)   ADJUSTED
 JA1816* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 JA1816  ______________________________________________________________________
 JA1816  GEOID HEIGHT    -        -32.242 (meters)                     GEOID18
 JA1816  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 JA1816  HORZ ORDER      -  THIRD
 JA1816
 JA1816.The horizontal coordinates were established by classical geodetic methods
 JA1816.and adjusted by the National Geodetic Survey in May 1999.
 JA1816
 JA1816.The orthometric height was scaled from a topographic map.
 JA1816
 JA1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1816.GEOID18 height accuracy estimate available here.
 JA1816
 JA1816.Click photographs - Photos may exist for this station.
 JA1816
 JA1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1816
 JA1816. The following values were computed from the NAD 83(1997) position.
 JA1816
 JA1816;                    North         East     Units Scale Factor Converg.
 JA1816;SPC IN W     -   306,973.133   933,663.818   MT  0.99998062   +0 14 09.9
 JA1816;SPC IN W     - 1,007,127.69  3,063,195.38   sFT  0.99998062   +0 14 09.9
 JA1816;UTM  16      - 4,207,266.718   526,336.261   MT  0.99960854   +0 11 05.1
 JA1816
 JA1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1816!SPC IN W     -   0.99997337  x   0.99998062  =   0.99995399
 JA1816!UTM  16      -   0.99997337  x   0.99960854  =   0.99958192
 JA1816
 JA1816:                Primary Azimuth Mark                     Grid Az
 JA1816:SPC IN W     -  KROUS AZ MK 2                            079 27 26.3
 JA1816:UTM  16      -  KROUS AZ MK 2                            079 30 31.1
 JA1816
 JA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2633607266(NAD 83)
 JA1816
 JA1816|---------------------------------------------------------------------|
 JA1816| PID    Reference Object                     Distance      Geod. Az  |
 JA1816|                                                           dddmmss.s |
 JA1816| CG8741 KROUS RM 1                           13.974 METERS 02104     |
 JA1816| CG8743 KROUS RM 3                           13.972 METERS 02110     |
 JA1816| CG8740 KROUS AZ MK 2                                      0794136.2 |
 JA1816| CG8739 KROUS AZ MK                                        0852757.3 |
 JA1816| CG8742 KROUS RM 2                           21.053 METERS 23811     |
 JA1816| JA1814 ST MARCUS CATH CHURCH SPIRE         APPROX. 1.2 KM 3204104.2 |
 JA1816|---------------------------------------------------------------------|
 JA1816
 JA1816                          SUPERSEDED SURVEY CONTROL
 JA1816
 JA1816  NAD 83(1993)-  38 00 45.72561(N)    086 41 59.93606(W) AD(       ) 3
 JA1816  NAD 83(1986)-  38 00 45.73170(N)    086 41 59.93906(W) AD(       ) 3
 JA1816  NAD 27      -  38 00 45.52500(N)    086 41 59.98600(W) AD(       ) 3
 JA1816
 JA1816.Superseded values are not recommended for survey control.
 JA1816
 JA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1816.See file dsdata.pdf to determine how the superseded data were derived.
 JA1816
 JA1816_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1816_STAMPING: KROUS 1946 1978
 JA1816_MARK LOGO: NGS
 JA1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1816+STABILITY: SURFACE MOTION
 JA1816
 JA1816  HISTORY     - Date     Condition        Report By
 JA1816  HISTORY     - 1946     MONUMENTED       CGS
 JA1816  HISTORY     - 1978     SEE DESCRIPTION  NGS
 JA1816
 JA1816                          STATION DESCRIPTION
 JA1816
 JA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1816'STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 145 AT THE FORK
 JA1816'OF A GRAVEL ROAD AND ABOUT 5 MILES NORTHEAST OF TELL CITY ON LAND
 JA1816'OWNED BY MR H S BRUGGEMAN.  IT IS 85 FEET SOUTHWEST OF THE
 JA1816'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 39 FEET WEST OF A
 JA1816'FENCE, 31 FEET WEST OF A TRIANGULAR BLAZE ON A 20 INCH HICKORY TREE
 JA1816'AND 5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 JA1816'INCHES AND THE DISK IS STAMPED KROUS 1946.
 JA1816'
 JA1816'REFERENCE MARK NO 1 IS 45.85 FEET NORTHEAST OF THE STATION.  IT IS
 JA1816'22.5 FEET NORTH OF A TRIANGULAR BLAZE ON A 20 INCH HICKORY TREE AND 2
 JA1816'FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JA1816'IS STAMPED KROUS NO 1 1946.
 JA1816'
 JA1816'REFERENCE MARK NO 2 IS 68.94 FEET SOUTHWEST OF THE STATION.  IT IS 61
 JA1816'FEET SOUTH OF A FENCE AND 47.8 FEET WEST OF A 12 INCH HICKORY TREE.
 JA1816'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KROUS NO 2
 JA1816'1946.
 JA1816'
 JA1816'AZIMUTH MARK IS ABOUT ONE MILE EAST OF THE STATION ON THE NORTHEAST
 JA1816'SIDE OF STATE HIGHWAY 37.  IT IS 37 FEET NORTHEAST OF THE APPROXIMATE
 JA1816'CENTER OF THE HIGHWAY, 25.5 FEET WEST OF A POWER POLE, 5 FEET WEST OF
 JA1816'A WHITE WITNESS POST AND 3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 JA1816'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KROUS 1946.
 JA1816'
 JA1816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 66 IN
 JA1816'THE NORTHEAST SECTION OF TELL CITY, GO NORTHEAST OF HIGHWAY 37 FOR 5.6
 JA1816'MILES TO STATE HIGHWAY 145 LEFT, TURN LEFT AND GO 0.5 MILE TO A GRAVEL
 JA1816'ROAD RIGHT AND THE STATION ON THE LEFT.
 JA1816'
 JA1816'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON HIGHWAY 37 FOR
 JA1816'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JA1816'
 JA1816'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1816
 JA1816                          STATION RECOVERY (1978)
 JA1816
 JA1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1816'THE STATION MARK WAS FOUND WITH PART OF THE DISK SHEARED OFF BUT THE
 JA1816'TRIANGLE INTACT AND THIS POINT WAS HELD AND A NEW DISK WAS SET.  THE
 JA1816'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF ROAD WORK,
 JA1816'OBSTRUCTED TO THE STATION BY TREES AND WAS DESTROYED.  A NEW AZIMUTH
 JA1816'MARK WAS SET.  REFERENCE MARK 1 WAS FOUND DISTURBED BUT SOLID AND WAS
 JA1816'STAMPED AND USED FOR REFERENCE MARK 3. THE DISTANCE TO REFERENCE MARK
 JA1816'2 WAS FOUND TO BE IN ERROR BY 0.13 OF A FOOT AND THE DIRECTION BY 07
 JA1816'MINUTES AND 31 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 JA1816'
 JA1816'THE STATION MARK IS 30 FEET NORTH OF A 14 INCH HICKORY TREE, 40 FEET
 JA1816'SOUTHWEST OF AN UNDERGROUND CABLE BOX, 62 FEET SOUTHWEST OF THE
 JA1816'CENTERLINE OF STATE HIGHWAY 145 AND 39 FEET SOUTHEAST OF A 30 INCH OAK
 JA1816'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KROUS
 JA1816'1946 1978.
 JA1816'
 JA1816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 66 AT
 JA1816'THE NORTHEAST EDGE OF TELL CITY, GO NORTHEAST ON HIGHWAY 37 FOR 5.6
 JA1816'MILES TO THE JUNCTION OF STATE HIGHWAY 145.  TURN LEFT AND GO WESTERLY
 JA1816'ON HIGHWAY 145 FOR 0.5 MILE TO A ROAD RIGHT AND THE STATION ON THE
 JA1816'LEFT.  TURN LEFT AN THE PAVED ROAD AND GO NORTHERLY FOR 0.3 MILE TO
 JA1816'THE AZIMUTH MARK ON THE LEFT.
 JA1816'
 JA1816'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF A WOODS TRAIL, 9 FEET
 JA1816'SOUTHWEST OF A UTILITY POLE AND 18 FEET EAST OF A 12 INCH OAK TREE.
 JA1816'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KROUS NO 2
 JA1816'1946.
 JA1816'
 JA1816'REFERENCE MARK 3 IS 37 FEET SOUTHEAST OF A TELEPHONE POLE AND 26 FEET
 JA1816'SOUTHWEST OF THE CENTERLINE OF THE CENTERLINE OF THE HIGHWAY.  THE
 JA1816'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KROUS 1946 NO 3
 JA1816'1978.
 JA1816'
 JA1816'THE AZIMUTH MARK IS 3 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST
 JA1816'OF A METAL WITNESS POST AND 19 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA1816'PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KROUS 1946
 JA1816'NO 2 1978.
 JA1816'
 JA1816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 JA1816'NORTHEAST OF TELL CITY.
 JA1816'
 JA1816'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0559 ***********************************************************************
 JA0559  DESIGNATION -  KYANA
 JA0559  PID         -  JA0559
 JA0559  STATE/COUNTY-  IN/DUBOIS
 JA0559  COUNTRY     -  US
 JA0559  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0559
 JA0559                         *CURRENT SURVEY CONTROL
 JA0559  ______________________________________________________________________
 JA0559* NAD 83(1997) POSITION- 38 18 22.72787(N) 086 47 26.65024(W)   ADJUSTED
 JA0559* NAVD 88 ORTHO HEIGHT -   186.235 (meters)      611.01  (feet) ADJUSTED
 JA0559  ______________________________________________________________________
 JA0559  GEOID HEIGHT    -        -32.594 (meters)                     GEOID18
 JA0559  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 JA0559  DYNAMIC HEIGHT  -        186.107 (meters)      610.59  (feet) COMP
 JA0559  MODELED GRAVITY -    979,942.4   (mgal)                       NAVD 88
 JA0559
 JA0559  HORZ ORDER      -  SECOND
 JA0559  VERT ORDER      -  FIRST     CLASS II
 JA0559
 JA0559.The horizontal coordinates were established by classical geodetic methods
 JA0559.and adjusted by the National Geodetic Survey in May 1999.
 JA0559
 JA0559.The orthometric height was determined by differential leveling and
 JA0559.adjusted by the NATIONAL GEODETIC SURVEY
 JA0559.in June 1991.
 JA0559
 JA0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0559.GEOID18 height accuracy estimate available here.
 JA0559
 JA0559.Click photographs - Photos may exist for this station.
 JA0559
 JA0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0559
 JA0559.The dynamic height is computed by dividing the NAVD 88
 JA0559.geopotential number by the normal gravity value computed on the
 JA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0559.degrees latitude (g = 980.6199 gals.).
 JA0559
 JA0559.The modeled gravity was interpolated from observed gravity values.
 JA0559
 JA0559. The following values were computed from the NAD 83(1997) position.
 JA0559
 JA0559;                    North         East     Units Scale Factor Converg.
 JA0559;SPC IN W     -   339,533.984   925,591.436   MT  0.99997473   +0 10 52.9
 JA0559;SPC IN W     - 1,113,954.41  3,036,711.24   sFT  0.99997473   +0 10 52.9
 JA0559;UTM  16      - 4,239,822.716   518,296.129   MT  0.99960412   +0 07 47.0
 JA0559
 JA0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0559!SPC IN W     -   0.99997589  x   0.99997473  =   0.99995062
 JA0559!UTM  16      -   0.99997589  x   0.99960412  =   0.99958002
 JA0559
 JA0559:                Primary Azimuth Mark                     Grid Az
 JA0559:SPC IN W     -  KYANA AZ MK                              092 27 06.5
 JA0559:UTM  16      -  KYANA AZ MK                              092 30 12.4
 JA0559
 JA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1829639822(NAD 83)
 JA0559
 JA0559|---------------------------------------------------------------------|
 JA0559| PID    Reference Object                     Distance      Geod. Az  |
 JA0559|                                                           dddmmss.s |
 JA0559| JA0555 KYANA AZ MK                                        0923759.4 |
 JA0559| JA1873 FERDINAND LOOKOUT TOWER             APPROX. 3.6 KM 1631142.3 |
 JA0559| JA0557 KYANA RM 1                           19.780 METERS 22440     |
 JA0559| JA0558 KYANA RM 2                           16.290 METERS 32452     |
 JA0559|---------------------------------------------------------------------|
 JA0559
 JA0559                          SUPERSEDED SURVEY CONTROL
 JA0559
 JA0559  NAD 83(1993)-  38 18 22.73118(N)    086 47 26.65233(W) AD(       ) 2
 JA0559  NAD 83(1986)-  38 18 22.73466(N)    086 47 26.65357(W) AD(       ) 2
 JA0559  NAD 27      -  38 18 22.53400(N)    086 47 26.67700(W) AD(       ) 2
 JA0559  NGVD 29 (??/??/92)  186.345  (m)          611.37   (f) ADJ UNCH    1 2
 JA0559  NGVD 29             186.34   (m)          611.4    (f) LEVELING    3  
 JA0559
 JA0559.Superseded values are not recommended for survey control.
 JA0559
 JA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0559.See file dsdata.pdf to determine how the superseded data were derived.
 JA0559
 JA0559_MARKER: DS = TRIANGULATION STATION DISK
 JA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0559_STAMPING: KYANA 1946
 JA0559_MARK LOGO: CGS
 JA0559_PROJECTION: RECESSED 30 CENTIMETERS
 JA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0559+STABILITY: SURFACE MOTION
 JA0559
 JA0559  HISTORY     - Date     Condition        Report By
 JA0559  HISTORY     - 1946     MONUMENTED       CGS
 JA0559  HISTORY     - 1965     GOOD             CGS
 JA0559  HISTORY     - 1965     GOOD             CGS
 JA0559  HISTORY     - 1965     GOOD             CGS
 JA0559
 JA0559                          STATION DESCRIPTION
 JA0559
 JA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0559'STATION IS ALONG STATE HIGHWAY 64, ABOUT 9 MILES EAST FROM HUNTINGBURG
 JA0559'AND 0.05 MILE NORTHWEST FROM THE KYANA GENERAL STORE AND POST OFFICE.
 JA0559'IT IS ABOUT 300 YARDS NORTH FROM THE HIGHWAY ON A PROMINENT ROUND HILL
 JA0559'COVERED WITH LOW BRUSH AND HAVING TIMBER NORTH AND WEST, LYING ABOUT
 JA0559'100 YARDS NORTHWEST FROM THE HOUSE OF MR JOE KLEM, 38.5 FEET EAST OF A
 JA0559'WIRE FENCE LINE.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 JA0559'STAMPED KYANA 1946.
 JA0559'
 JA0559'REFERENCE MARK NO 1 IS 64.90 FEET SOUTH-SOUTHWEST OF THE STATION, 1
 JA0559'FOOT EAST OF A WIRE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 JA0559'DISK IS STAMPED KYANA NO 1 1946.
 JA0559'
 JA0559'REFERENCE MARK NO 2 IS 53.45 FEET NORTHWEST OF THE STATION, 1 FOOT
 JA0559'EAST OF A WIRE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0559'STAMPED KYANA NO 2 1946.
 JA0559'
 JA0559'THE AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF THE STATION, 52 FEET NORTH
 JA0559'OF STATE HIGHWAY 64, 23.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 JA0559'OF THE KYANA GENERAL STORE, AND 27 FEET EAST OF A FARM DRIVE.  THE
 JA0559'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KYANA 1946.
 JA0559'
 JA0559'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 45 IN HUNTINGBURG,
 JA0559'GO EAST ON STATE HIGHWAY 64 FOR 9.5 MILES TO THE KLEM FARM ON THE LEFT
 JA0559'ABOVE THE HIGHWAY.  THIS IS 0.55 MILE WEST FROM THE KYANA STORE, TURN
 JA0559'LEFT AND GO 0.1 MILE TO THE BARN, PASS THROUGH THE GATE AT THE NORTH
 JA0559'SIDE OF THE BARN AND GO WEST THEN NORTH UP THE PASTURE SLOPE ABOUT 100
 JA0559'YARDS TO THE TOP OF THE HILL AND THE STATION.
 JA0559
 JA0559                          STATION RECOVERY (1965)
 JA0559
 JA0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0559'THE STATION MARK, STAMPED KYANA 1946, IS ABOUT 0.1 MILE NORTH ALONG
 JA0559'STATE HIGHWAY 145 FROM THE POST OFFICE AT BIRDSEYE, THENCE 5.95 MILES
 JA0559'WEST ALONG THE SOUTHERN RAILWAY TO A PRIVATE DRIVEWAY LEADING NORTH TO
 JA0559'A FARMHOUSE AND A BARN, THENCE 0.1 MILE NORTH THROUGH SCATTERED TREES
 JA0559'TO THE TOP OF A HILL, IN SECTION 31, T 2 S, R 3 W, 249 FEET WEST OF A
 JA0559'FENCE, 50 FEET EAST OF A 10-INCH SYCAMORE TREE, 1.3 FEET WEST OF A
 JA0559'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 12
 JA0559'INCHES BELOW THE SURFACE OF THE GROUND.
 JA0559'
 JA0559'RM 1, STAMPED KYANA NO 1 1946, IS 64.9 FEET SOUTH-SOUTHWEST OF THE
 JA0559'STATION, 66 FEET SOUTH OF A 10-INCH SYCAMORE TREE, 3 FEET EAST OF A
 JA0559'6-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JA0559'INCHES.
 JA0559'
 JA0559'RM 2, STAMPED KYANA NO 2 1946, IS 53.4 FEET NORTHWEST OF THE STATION,
 JA0559'27 FEET NORTH-NORTHEAST OF A 10-INCH SYCAMORE TREE, 20 FEET SOUTHEAST
 JA0559'OF AN 18-INCH OAK TREE, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 JA0559'INCHES.
 JA0559'
 JA0559'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE AT
 JA0559'BIRDSEYE, THENCE 5.5 MILES WEST ALONG THE SOUTHERN RAILWAY, 51 FEET
 JA0559'NORTH AND ACROSS THE STATE HIGHWAY 64 FROM THE NORTH RAIL OF THE
 JA0559'TRACK, 162 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET
 JA0559'SOUTHWEST OF THE SOUTHWEST CORNER OF THE KYANA POST OFFICE AND STORE,
 JA0559'29.5 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 660 E, 18.5 FEET
 JA0559'SOUTH OF A 14-INCH MULBERRY TREE, 0.5 MILE EAST OF MILEPOST 208, ABOUT
 JA0559'LEVEL WITH THE HIGHWAY, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD,
 JA0559'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0559
 JA0559                          STATION RECOVERY (1965)
 JA0559
 JA0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA0559'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 JA0559'CONDITION.
 JA0559'
 JA0559'FOLLOWING A NEW AND MORE COMPLETE DESCRIPTION.
 JA0559'
 JA0559'THE STATION IS ABOUT 9 MILES EAST OF HUNTINGBURG, 0.5 MILE NORTHWEST
 JA0559'OF OLD KYANA STORE (ABANDONED) AND 0.2 MILE NORTH OF STATE ROUTE 64,
 JA0559'ATOP A PROMINENT, BUSH COVERED HILL.
 JA0559'
 JA0559'TO REACH FROM THE JUNCTION OF U S HIGHWAY 231 AND STATE ROUTE 45 AND
 JA0559'64 IN HUNTINGBURG, GO EASTERLY ON STATE ROUTE FOR 8.55 MILES TO THE
 JA0559'ENTRANCE TO FERDINAND STATE FOREST AND COUNTY ROAD 550E ON THE RIGHT.
 JA0559'CONTINUE EAST ON STATE ROUTE 64 FOR 0.6 MILE TO A GRAVELED FARM DRIVE
 JA0559'LEFT.  HERE, TURN LEFT ON THIS FARM DRIVE AND GO NORTH AND EAST FOR
 JA0559'0.1 MILE TO A FIELD ROAD LEFT, JUST EAST OF A BARN, TURN LEFT, NORTH
 JA0559'AND GO 0.1 MILE TO THE EAST SIDE OF THE STATION HILL AND END OF TRUCK
 JA0559'TRAVEL.  FROM THIS POINT PACK WEST, UPHILL, ABOUT 100 YARDS TO THE
 JA0559'STATION AS DESCRIBED.
 JA0559'
 JA0559'THE STATION IS 72 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 50 FEET EAST
 JA0559'OF A 10-INCH SYCAMORE TREE, 38 FEET EAST OF A FENCE LINE, AND 0.8 FOOT
 JA0559'WEST OF A METAL WITNESS POST AND SIGN.
 JA0559'
 JA0559'A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA0559'MONUMENT ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 JA0559'IS STAMPED KYANA 1946.
 JA0559'
 JA0559'REFERENCE MARK NO 1 IS ON SOUTHWEST SLOPE OF THE HILL, 66 FEET SOUTH
 JA0559'OF A 10-INCH SYCAMORE TREE, 33 FEET EAST OF A 12-INCH OAK TREE, AND 1
 JA0559'FOOT EAST OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 JA0559'INCHES AND THE DISK IS STAMPED KYANA NO 1 1946.
 JA0559'
 JA0559'REFERENCE MARK NO 2 IS ON THE NORTHWEST SLOPE OF THE HILL, 20 FEET
 JA0559'SOUTHEAST OF AN 18-INCH OAK TREE AND 1 FOOT EAST OF A FENCE LINE.  A
 JA0559'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JA0559'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED KYANA NO 2 1946.
 JA0559'
 JA0559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 JA0559'REFERENCE MARK NO 2 IS 90.56 FEET.
 JA0559'
 JA0559'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 JA0559'OF STATE ROUTE 64 AND COUNTY ROAD 660E.  IT IS 52 FEET NORTH OF THE
 JA0559'APPROXIMATE CENTER OF COUNTY ROAD 660E, 24 FEET WEST OF THE SOUTHWEST
 JA0559'CORNER OF PRECHTELS GROCERY, 18.5 FEET SOUTH OF A 16-INCH MAPLE TREE,
 JA0559'AND AT THE SOUTH EDGE OF A GRASSY AREA JUST NORTH OF GRAVELED AREA.  A
 JA0559'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JA0559'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED KYANA 1964.
 JA0559'
 JA0559'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY ON THE LEFT LEADING INTO
 JA0559'THE STATION, CONTINUE EAST ON STATE ROUTE 64 FOR 0.45 MILE TO THE MARK
 JA0559'ON THE LEFT AS DESCRIBED.
 JA0559'
 JA0559'THIS WAS NOT AN OCCUPIED STATION.
 JA0559
 JA0559                          STATION RECOVERY (1965)
 JA0559
 JA0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0559'6 MI W FROM BIRDSEYE.
 JA0559'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0559'AT BIRDSEYE, THENCE 5.95 MILES WEST ALONG THE SOUTHERN RAILWAY
 JA0559'TO A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE AND BARN,
 JA0559'THENCE 0.1 MILE NORTH THROUGH SCATTERED TREES TO THE TOP OF A
 JA0559'HILL, IN SECTION 31, T 2 S, R 3 W, 64.9 FEET NORTH-NORTHEAST OF
 JA0559'KYANA R.M. 1, 53.4 FEET SOUTHEAST OF KYANA R.M. 2, 249 FEET
 JA0559'WEST OF A FENCE, 50 FEET EAST OF A 10-INCH SYCAMORE TREE, 1.3
 JA0559'FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JA0559'CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0555 ***********************************************************************
 JA0555  DESIGNATION -  KYANA AZ MK
 JA0555  PID         -  JA0555
 JA0555  STATE/COUNTY-  IN/DUBOIS
 JA0555  COUNTRY     -  US
 JA0555  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0555
 JA0555                         *CURRENT SURVEY CONTROL
 JA0555  ______________________________________________________________________
 JA0555* NAD 83(1986) POSITION- 38 18 21.62   (N) 086 46 56.16   (W)   HD_HELD1
 JA0555* NAVD 88 ORTHO HEIGHT -   153.957 (meters)      505.11  (feet) ADJUSTED
 JA0555  ______________________________________________________________________
 JA0555  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 JA0555  DYNAMIC HEIGHT  -        153.852 (meters)      504.76  (feet) COMP
 JA0555  MODELED GRAVITY -    979,941.5   (mgal)                       NAVD 88
 JA0555
 JA0555  VERT ORDER      -  FIRST     CLASS II
 JA0555
 JA0555.The horizontal coordinates were determined by differentially corrected
 JA0555.hand held GPS observations or other comparable positioning techniques
 JA0555.and have an estimated accuracy of +/- 3 meters.
 JA0555
 JA0555.The orthometric height was determined by differential leveling and
 JA0555.adjusted by the NATIONAL GEODETIC SURVEY
 JA0555.in June 1991.
 JA0555
 JA0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0555.GEOID18 height accuracy estimate available here.
 JA0555
 JA0555.Click photographs - Photos may exist for this station.
 JA0555
 JA0555.The dynamic height is computed by dividing the NAVD 88
 JA0555.geopotential number by the normal gravity value computed on the
 JA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0555.degrees latitude (g = 980.6199 gals.).
 JA0555
 JA0555.The modeled gravity was interpolated from observed gravity values.
 JA0555
 JA0555;                    North         East    Units  Estimated Accuracy
 JA0555;SPC IN W     -   339,502.2     926,332.3     MT  (+/- 3 meters HH1 GPS) 
 JA0555
 JA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1903639790(NAD 83)
 JA0555
 JA0555                          SUPERSEDED SURVEY CONTROL
 JA0555
 JA0555  NGVD 29 (??/??/92)  154.067  (m)          505.47   (f) ADJ UNCH    1 2
 JA0555
 JA0555.Superseded values are not recommended for survey control.
 JA0555
 JA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0555.See file dsdata.pdf to determine how the superseded data were derived.
 JA0555
 JA0555_MARKER: DZ = AZIMUTH MARK DISK
 JA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0555_STAMPING: KYANA 1946
 JA0555_MARK LOGO: CGS
 JA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0555+STABILITY: SURFACE MOTION
 JA0555
 JA0555  HISTORY     - Date     Condition        Report By
 JA0555  HISTORY     - 1946     MONUMENTED       CGS
 JA0555  HISTORY     - 1965     GOOD             CGS
 JA0555
 JA0555                          STATION DESCRIPTION
 JA0555
 JA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0555'5.6 MI W FROM BIRDSEYE.
 JA0555'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0555'AT BIRDSEYE, THENCE 5.5 MILES WEST ALONG THE SOUTHERN RAILWAY, 51
 JA0555'FEET NORTH AND ACROSS STATE HIGHWAY 64 FROM THE NORTH RAIL OF
 JA0555'THE TRACK, 162 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JA0555'23 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KYANA POST
 JA0555'OFFICE AND STORE, 29 1/2 FEET EAST OF THE CENTER LINE OF COUNTY
 JA0555'ROAD 660 E, 18 1/2 FEET SOUTH OF A 14-INCH MULBERRY TREE, 0.5
 JA0555'MILE EAST OF MILEPOST 208, ABOUT LEVEL WITH THE HIGHWAY, ABOUT
 JA0555'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 JA0555'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0557 ***********************************************************************
 JA0557  DESIGNATION -  KYANA RM 1
 JA0557  PID         -  JA0557
 JA0557  STATE/COUNTY-  IN/DUBOIS
 JA0557  COUNTRY     -  US
 JA0557  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0557
 JA0557                         *CURRENT SURVEY CONTROL
 JA0557  ______________________________________________________________________
 JA0557* NAD 83(1986) POSITION- 38 18 22.27   (N) 086 47 27.22   (W)   HD_HELD1
 JA0557* NAVD 88 ORTHO HEIGHT -   184.488 (meters)      605.27  (feet) ADJUSTED
 JA0557  ______________________________________________________________________
 JA0557  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 JA0557  DYNAMIC HEIGHT  -        184.362 (meters)      604.86  (feet) COMP
 JA0557  MODELED GRAVITY -    979,942.4   (mgal)                       NAVD 88
 JA0557
 JA0557  VERT ORDER      -  FIRST     CLASS II
 JA0557
 JA0557.The horizontal coordinates were determined by differentially corrected
 JA0557.hand held GPS observations or other comparable positioning techniques
 JA0557.and have an estimated accuracy of +/- 3 meters.
 JA0557
 JA0557.The orthometric height was determined by differential leveling and
 JA0557.adjusted by the NATIONAL GEODETIC SURVEY
 JA0557.in June 1991.
 JA0557
 JA0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0557.GEOID18 height accuracy estimate available here.
 JA0557
 JA0557.Click photographs - Photos may exist for this station.
 JA0557
 JA0557.The dynamic height is computed by dividing the NAVD 88
 JA0557.geopotential number by the normal gravity value computed on the
 JA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0557.degrees latitude (g = 980.6199 gals.).
 JA0557
 JA0557.The modeled gravity was interpolated from observed gravity values.
 JA0557
 JA0557;                    North         East    Units  Estimated Accuracy
 JA0557;SPC IN W     -   339,519.8     925,577.6     MT  (+/- 3 meters HH1 GPS) 
 JA0557
 JA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1828239808(NAD 83)
 JA0557
 JA0557                          SUPERSEDED SURVEY CONTROL
 JA0557
 JA0557  NGVD 29 (??/??/92)  184.598  (m)          605.64   (f) ADJ UNCH    1 2
 JA0557
 JA0557.Superseded values are not recommended for survey control.
 JA0557
 JA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0557.See file dsdata.pdf to determine how the superseded data were derived.
 JA0557
 JA0557_MARKER: DR = REFERENCE MARK DISK
 JA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0557_STAMPING: KYANA NO 1 1946
 JA0557_MARK LOGO: CGS
 JA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0557+STABILITY: SURFACE MOTION
 JA0557
 JA0557  HISTORY     - Date     Condition        Report By
 JA0557  HISTORY     - 1946     MONUMENTED       CGS
 JA0557  HISTORY     - 1965     GOOD             CGS
 JA0557
 JA0557                          STATION DESCRIPTION
 JA0557
 JA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0557'6 MI W FROM BIRDSEYE.
 JA0557'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0557'AT BIRDSEYE, THENCE 5.95 MILES WEST ALONG THE SOUTHERN RAILWAY
 JA0557'TO A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE AND BARN,
 JA0557'THENCE 0.1 MILE NORTH THROUGH SCATTERED TREES TO THE TOP OF A
 JA0557'HILL, IN SECTION 31, T 2 S, R 3 W, 64.9 FEET SOUTH-SOUTHWEST OF
 JA0557'KYANA 1946, 66 FEET SOUTH OF A 10-INCH SYCAMORE TREE, 3 FEET EAST
 JA0557'OF A 6-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0557'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0558 ***********************************************************************
 JA0558  DESIGNATION -  KYANA RM 2
 JA0558  PID         -  JA0558
 JA0558  STATE/COUNTY-  IN/DUBOIS
 JA0558  COUNTRY     -  US
 JA0558  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0558
 JA0558                         *CURRENT SURVEY CONTROL
 JA0558  ______________________________________________________________________
 JA0558* NAD 83(1986) POSITION- 38 18 23.16   (N) 086 47 27.04   (W)   HD_HELD1
 JA0558* NAVD 88 ORTHO HEIGHT -   185.960 (meters)      610.10  (feet) ADJUSTED
 JA0558  ______________________________________________________________________
 JA0558  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 JA0558  DYNAMIC HEIGHT  -        185.833 (meters)      609.69  (feet) COMP
 JA0558  MODELED GRAVITY -    979,942.4   (mgal)                       NAVD 88
 JA0558
 JA0558  VERT ORDER      -  FIRST     CLASS II
 JA0558
 JA0558.The horizontal coordinates were determined by differentially corrected
 JA0558.hand held GPS observations or other comparable positioning techniques
 JA0558.and have an estimated accuracy of +/- 3 meters.
 JA0558
 JA0558.The orthometric height was determined by differential leveling and
 JA0558.adjusted by the NATIONAL GEODETIC SURVEY
 JA0558.in June 1991.
 JA0558
 JA0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0558.GEOID18 height accuracy estimate available here.
 JA0558
 JA0558.Click photographs - Photos may exist for this station.
 JA0558
 JA0558.The dynamic height is computed by dividing the NAVD 88
 JA0558.geopotential number by the normal gravity value computed on the
 JA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0558.degrees latitude (g = 980.6199 gals.).
 JA0558
 JA0558.The modeled gravity was interpolated from observed gravity values.
 JA0558
 JA0558;                    North         East    Units  Estimated Accuracy
 JA0558;SPC IN W     -   339,547.3     925,581.9     MT  (+/- 3 meters HH1 GPS) 
 JA0558
 JA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1828639836(NAD 83)
 JA0558
 JA0558                          SUPERSEDED SURVEY CONTROL
 JA0558
 JA0558  NGVD 29 (??/??/92)  186.070  (m)          610.46   (f) ADJ UNCH    1 2
 JA0558
 JA0558.Superseded values are not recommended for survey control.
 JA0558
 JA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0558.See file dsdata.pdf to determine how the superseded data were derived.
 JA0558
 JA0558_MARKER: DR = REFERENCE MARK DISK
 JA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0558_STAMPING: KYANA NO 2 1946
 JA0558_MARK LOGO: CGS
 JA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0558+STABILITY: SURFACE MOTION
 JA0558
 JA0558  HISTORY     - Date     Condition        Report By
 JA0558  HISTORY     - 1946     MONUMENTED       CGS
 JA0558  HISTORY     - 1965     GOOD             CGS
 JA0558
 JA0558                          STATION DESCRIPTION
 JA0558
 JA0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0558'6 MI W FROM BIRDSEYE.
 JA0558'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0558'AT BIRDSEYE, THENCE 5.95 MILES WEST ALONG THE SOUTHERN RAILWAY TO
 JA0558'A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE AND BARN, THENCE
 JA0558'0.1 MILE NORTH THROUGH SCATTERED TREES TO THE TOP OF A HILL, IN
 JA0558'SECTION 31, T 2 S, R 3 W, 53.4 FEET NORTHWEST OF KYANA 1946, 27
 JA0558'FEET NORTH-NORTHEAST OF A 10-INCH SYCAMORE TREE, 20 FEET SOUTHEAST
 JA0558'OF AN 18-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 JA0558'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2349 ***********************************************************************
 ME2349  DESIGNATION -  KYLE
 ME2349  PID         -  ME2349
 ME2349  STATE/COUNTY-  IN/LA PORTE
 ME2349  COUNTRY     -  US
 ME2349  USGS QUAD   -  HAMLET (2019)
 ME2349
 ME2349                         *CURRENT SURVEY CONTROL
 ME2349  ______________________________________________________________________
 ME2349* NAD 83(1997) POSITION- 41 28 38.42231(N) 086 36 14.16229(W)   ADJUSTED
 ME2349* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 ME2349  ______________________________________________________________________
 ME2349  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME2349  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 ME2349  HORZ ORDER      -  SECOND
 ME2349
 ME2349.The horizontal coordinates were established by classical geodetic methods
 ME2349.and adjusted by the National Geodetic Survey in May 1999.
 ME2349
 ME2349.The orthometric height was scaled from a topographic map.
 ME2349
 ME2349.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2349.GEOID18 height accuracy estimate available here.
 ME2349
 ME2349.Click photographs - Photos may exist for this station.
 ME2349
 ME2349.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2349
 ME2349. The following values were computed from the NAD 83(1997) position.
 ME2349
 ME2349;                    North         East     Units Scale Factor Converg.
 ME2349;SPC IN W     -   691,680.002   940,040.684   MT  0.99998639   +0 19 03.1
 ME2349;SPC IN W     - 2,269,286.81  3,084,116.81   sFT  0.99998639   +0 19 03.1
 ME2349;UTM  16      - 4,591,824.182   533,068.322   MT  0.99961346   +0 15 44.4
 ME2349
 ME2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2349!SPC IN W     -   0.99997270  x   0.99998639  =   0.99995909
 ME2349!UTM  16      -   0.99997270  x   0.99961346  =   0.99958617
 ME2349
 ME2349:                Primary Azimuth Mark                     Grid Az
 ME2349:SPC IN W     -  KYLE AZ MK                               101 59 43.2
 ME2349:UTM  16      -  KYLE AZ MK                               102 03 01.9
 ME2349
 ME2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3306891824(NAD 83)
 ME2349
 ME2349|---------------------------------------------------------------------|
 ME2349| PID    Reference Object                     Distance      Geod. Az  |
 ME2349|                                                           dddmmss.s |
 ME2349| ME2351 KINGSBURY ORD PLANT TANK 5          APPROX. 2.7 KM 0410233.5 |
 ME2349| CM2982 KYLE RM 1                            31.379 METERS 09608     |
 ME2349| CM2981 KYLE AZ MK                                         1021846.3 |
 ME2349|---------------------------------------------------------------------|
 ME2349
 ME2349                          SUPERSEDED SURVEY CONTROL
 ME2349
 ME2349  NAD 83(1986)-  41 28 38.42576(N)    086 36 14.16733(W) AD(       ) 2
 ME2349  NAD 27      -  41 28 38.26790(N)    086 36 14.10680(W) AD(       ) 2
 ME2349
 ME2349.Superseded values are not recommended for survey control.
 ME2349
 ME2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2349.See file dsdata.pdf to determine how the superseded data were derived.
 ME2349
 ME2349_MARKER: DS = TRIANGULATION STATION DISK
 ME2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2349_STAMPING: KYLE 1952
 ME2349_MARK LOGO: CGS
 ME2349_PROJECTION: FLUSH
 ME2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2349+STABILITY: SURFACE MOTION
 ME2349
 ME2349  HISTORY     - Date     Condition        Report By
 ME2349  HISTORY     - 1952     MONUMENTED       CGS
 ME2349
 ME2349                          STATION DESCRIPTION
 ME2349
 ME2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2349'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 ON THE EAST
 ME2349'BANK OF THE KANKAKEE RIVER ABOUT 5-1/2 MILES WEST OF WALKERTON AND
 ME2349'ABOUT 2 MILES EAST OF UNION CENTER.  IT IS 54 FEET EAST OF THE EAST
 ME2349'END OF THE SOUTH WING OF A CONCRETE ABUTMENT OF THE BRIDGE ACROSS THE
 ME2349'RIVER, 54 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 40 FEET
 ME2349'SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 ME2349'STAMPED KYLE 1952.
 ME2349'
 ME2349'REFERENCE MARK NO. 1 IS 51 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 ME2349'THE MARK IS FLUSH AND THE DISK IS STAMPED KYLE NO 1 1952.
 ME2349'
 ME2349'BENCH MARK X 153 WAS USED AS A REFERENCE MARK.  IT IS IN THE EAST END
 ME2349'OF THE SOUTH WING OF THE BRIDGE ABUTMENT, 14 FEET SOUTH OF THE CENTER
 ME2349'OF THE HIGHWAY AND 1.5 FEET WEST OF THE EAST END OF THE ABUTMENT.  THE
 ME2349'DISK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN
 ME2349'A DRILLHOLE IN THE CONCRETE ABUTMENT AND STAMPED X 153 1946.
 ME2349'
 ME2349'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 13 FEET WEST
 ME2349'OF THE CENTER OF A DRIVEWAY AND 7 FEET SOUTH OF A WHITE WITNESS POST.
 ME2349'THE MARK IS FLUSH AND THE DISK IS STAMPED KYLE 1952.
 ME2349'
 ME2349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 35 AND 6 AND
 ME2349'STATE HIGHWAY 29 IN THE VILLAGE OF UNION CENTER, GO EAST ON HIGHWAY 6
 ME2349'FOR 1.8 MILES TO THE BRIDGE ACROSS THE KANKAKEE RIVER AND THE STATION
 ME2349'ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE
 ME2349'TO A DRIVEWAY RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2349'
 ME2349'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1816 ***********************************************************************
 JZ1816  DESIGNATION -  L 1
 JZ1816  PID         -  JZ1816
 JZ1816  STATE/COUNTY-  IN/RIPLEY
 JZ1816  COUNTRY     -  US
 JZ1816  USGS QUAD   -  SUNMAN (2019)
 JZ1816
 JZ1816                         *CURRENT SURVEY CONTROL
 JZ1816  ______________________________________________________________________
 JZ1816* NAD 83(1986) POSITION- 39 14 13.     (N) 085 05 43.     (W)   SCALED
 JZ1816* NAVD 88 ORTHO HEIGHT -   311.006 (meters)     1020.36  (feet) ADJUSTED
 JZ1816  ______________________________________________________________________
 JZ1816  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 JZ1816  DYNAMIC HEIGHT  -        310.810 (meters)     1019.72  (feet) COMP
 JZ1816  MODELED GRAVITY -    979,988.5   (mgal)                       NAVD 88
 JZ1816
 JZ1816  VERT ORDER      -  FIRST     CLASS II
 JZ1816
 JZ1816.The horizontal coordinates were scaled from a map and have
 JZ1816.an estimated accuracy of +/- 6 seconds.
 JZ1816
 JZ1816.The orthometric height was determined by differential leveling and
 JZ1816.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1816.in June 1991.
 JZ1816
 JZ1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1816.GEOID18 height accuracy estimate available here.
 JZ1816
 JZ1816.Click photographs - Photos may exist for this station.
 JZ1816
 JZ1816.The dynamic height is computed by dividing the NAVD 88
 JZ1816.geopotential number by the normal gravity value computed on the
 JZ1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1816.degrees latitude (g = 980.6199 gals.).
 JZ1816
 JZ1816.The modeled gravity was interpolated from observed gravity values.
 JZ1816
 JZ1816;                    North         East    Units  Estimated Accuracy
 JZ1816;SPC IN E     -   442,960.      149,330.      MT  (+/- 180 meters Scaled)
 JZ1816
 JZ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ643447(NAD 83)
 JZ1816
 JZ1816                          SUPERSEDED SURVEY CONTROL
 JZ1816
 JZ1816  NGVD 29 (??/??/92)  311.166  (m)         1020.88   (f) ADJ UNCH    1 2
 JZ1816
 JZ1816.Superseded values are not recommended for survey control.
 JZ1816
 JZ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1816.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1816
 JZ1816_MARKER: DB = BENCH MARK DISK
 JZ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1816_STAMPING: L 1
 JZ1816_MARK LOGO: CGS
 JZ1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1816+STABILITY: SURFACE MOTION
 JZ1816
 JZ1816  HISTORY     - Date     Condition        Report By
 JZ1816  HISTORY     - 1917     MONUMENTED       CGS
 JZ1816  HISTORY     - 1947     POOR             CGS
 JZ1816  HISTORY     - 1986     GOOD             NGS
 JZ1816  HISTORY     - 20010109 GOOD             LOCSUR
 JZ1816
 JZ1816                          STATION DESCRIPTION
 JZ1816
 JZ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1816'AT SUNMAN.
 JZ1816'AT SUNMAN, SET IN A SMALL PARK WEST OF THE NEW YORK CENTRAL
 JZ1816'RAILROAD STATION, 50.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 JZ1816'STATION, 26.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JZ1816'MAIN TRACK, 26 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 JZ1816'GROCERY STORE BUILDING, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 JZ1816'TOP OF A STONE POST PROJECTING 7 INCHES.
 JZ1816
 JZ1816                          STATION RECOVERY (1986)
 JZ1816
 JZ1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1816'RECOVERED IN GOOD CONDITION.
 JZ1816
 JZ1816                          STATION RECOVERY (2001)
 JZ1816
 JZ1816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JC)
 JZ1816'RECOVERED AS DESCRIBED GEOGRAPHICALLY. MONUMENT PROJECTS 12 INCHES
 JZ1816'ABOVE GROUND RATHER THAN 7 INCHES. POST IS LEANING SLIGHTLY.
 JZ1816'BY SURVEY PARTY CHIEF JASON CASWELL WITH GARY WOOD
 JZ1816'BLEDSOE TAPP AND RIGGERT, INC
 JZ1816'BLOOMINGTON, IN   47403
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0034 ***********************************************************************
 JA0034  DESIGNATION -  L 10
 JA0034  PID         -  JA0034
 JA0034  STATE/COUNTY-  IN/LAWRENCE
 JA0034  COUNTRY     -  US
 JA0034  USGS QUAD   -  TUNNELTON (2019)
 JA0034
 JA0034                         *CURRENT SURVEY CONTROL
 JA0034  ______________________________________________________________________
 JA0034* NAD 83(1986) POSITION- 38 46 33.2    (N) 086 19 04.5    (W)   HD_HELD2
 JA0034* NAVD 88 ORTHO HEIGHT -   159.074 (meters)      521.90  (feet) ADJUSTED
 JA0034  ______________________________________________________________________
 JA0034  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 JA0034  DYNAMIC HEIGHT  -        158.974 (meters)      521.57  (feet) COMP
 JA0034  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 JA0034
 JA0034  VERT ORDER      -  FIRST     CLASS II
 JA0034
 JA0034.The horizontal coordinates were established by autonomous hand held GPS
 JA0034.observations and have an estimated accuracy of +/- 10 meters.
 JA0034
 JA0034.The orthometric height was determined by differential leveling and
 JA0034.adjusted by the NATIONAL GEODETIC SURVEY
 JA0034.in June 1991.
 JA0034
 JA0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0034.GEOID18 height accuracy estimate available here.
 JA0034
 JA0034.Click photographs - Photos may exist for this station.
 JA0034
 JA0034.The dynamic height is computed by dividing the NAVD 88
 JA0034.geopotential number by the normal gravity value computed on the
 JA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0034.degrees latitude (g = 980.6199 gals.).
 JA0034
 JA0034.The modeled gravity was interpolated from observed gravity values.
 JA0034
 JA0034;                    North         East    Units  Estimated Accuracy
 JA0034;SPC IN W     -   391,896.      966,512.      MT  (+/- 10 meters HH2 GPS)
 JA0034
 JA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5924892128(NAD 83)
 JA0034
 JA0034                          SUPERSEDED SURVEY CONTROL
 JA0034
 JA0034  NGVD 29 (??/??/92)  159.199  (m)          522.31   (f) ADJ UNCH    1 2
 JA0034
 JA0034.Superseded values are not recommended for survey control.
 JA0034
 JA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0034.See file dsdata.pdf to determine how the superseded data were derived.
 JA0034
 JA0034_MARKER: DB = BENCH MARK DISK
 JA0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0034_SP_SET: CULVERT HEADWALL
 JA0034_STAMPING: 522.305 L 10 1930
 JA0034_MARK LOGO: CGS
 JA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0034+STABILITY: SURFACE MOTION
 JA0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0034+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2023
 JA0034
 JA0034  HISTORY     - Date     Condition        Report By
 JA0034  HISTORY     - 1930     MONUMENTED       CGS
 JA0034  HISTORY     - 1934     GOOD             CGS
 JA0034  HISTORY     - 20230811 GOOD             INDIV
 JA0034  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0034
 JA0034                          STATION DESCRIPTION
 JA0034
 JA0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0034'1.7 MI E FROM TUNNELTON.
 JA0034'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0034'TUNNELTON, LAWRENCE COUNTY, 30 FEET NORTH OF MILEPOST C 116, 13
 JA0034'FEET SOUTH OF THE SOUTH RAIL, AND IN THE EAST END OF A CONCRETE
 JA0034'DRAIN CULVERT.  A STANDARD DISK, STAMPED 522.305 L 10 1930.
 JA0034
 JA0034                          STATION RECOVERY (2023)
 JA0034
 JA0034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA0034'RECOVERED IN GOOD CONDITION.
 JA0034
 JA0034                          STATION RECOVERY (2023)
 JA0034
 JA0034'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0156 ***********************************************************************
 LB0156  DESIGNATION -  L 10 CASS
 LB0156  PID         -  LB0156
 LB0156  STATE/COUNTY-  IN/CASS
 LB0156  COUNTRY     -  US
 LB0156  USGS QUAD   -  TWELVE MILE (2019)
 LB0156
 LB0156                         *CURRENT SURVEY CONTROL
 LB0156  ______________________________________________________________________
 LB0156* NAD 83(1986) POSITION- 40 51 58.     (N) 086 10 14.     (W)   SCALED
 LB0156* NAVD 88 ORTHO HEIGHT -   239.278 (meters)      785.03  (feet) ADJUSTED
 LB0156  ______________________________________________________________________
 LB0156  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 LB0156  DYNAMIC HEIGHT  -        239.167 (meters)      784.67  (feet) COMP
 LB0156  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 LB0156
 LB0156  VERT ORDER      -  SECOND    CLASS 0
 LB0156
 LB0156.The horizontal coordinates were scaled from a map and have
 LB0156.an estimated accuracy of +/- 6 seconds.
 LB0156
 LB0156.The orthometric height was determined by differential leveling and
 LB0156.adjusted by the NATIONAL GEODETIC SURVEY
 LB0156.in June 1991.
 LB0156
 LB0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0156.GEOID18 height accuracy estimate available here.
 LB0156
 LB0156.Click photographs - Photos may exist for this station.
 LB0156
 LB0156.The dynamic height is computed by dividing the NAVD 88
 LB0156.geopotential number by the normal gravity value computed on the
 LB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0156.degrees latitude (g = 980.6199 gals.).
 LB0156
 LB0156.The modeled gravity was interpolated from observed gravity values.
 LB0156
 LB0156;                    North         East    Units  Estimated Accuracy
 LB0156;SPC IN E     -   623,810.       57,520.      MT  (+/- 180 meters Scaled)
 LB0156
 LB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL698242(NAD 83)
 LB0156
 LB0156                          SUPERSEDED SURVEY CONTROL
 LB0156
 LB0156  NGVD 29 (??/??/92)  239.396  (m)          785.42   (f) ADJ UNCH    2 0
 LB0156
 LB0156.Superseded values are not recommended for survey control.
 LB0156
 LB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0156.See file dsdata.pdf to determine how the superseded data were derived.
 LB0156
 LB0156_MARKER: DD = SURVEY DISK
 LB0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0156_SP_SET: BRIDGE WINGWALL
 LB0156_STAMPING: L 10 CASS
 LB0156_MARK LOGO: INHD
 LB0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0156
 LB0156  HISTORY     - Date     Condition        Report By
 LB0156  HISTORY     - UNK      MONUMENTED       INHD
 LB0156  HISTORY     - 1946     GOOD             CGS
 LB0156  HISTORY     - 1989     GOOD             USPSQD
 LB0156  HISTORY     - 20071119 MARK NOT FOUND   BFSINC
 LB0156
 LB0156                          STATION DESCRIPTION
 LB0156
 LB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0156'2.9 MI E FROM TWELVE MILE.
 LB0156'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 16 FROM THE TWELVE
 LB0156'MILE SCHOOL AT TWELVE MILE, ABOUT 0.15 MILE WEST OF THE
 LB0156'MIAMI-CASS COUNTY LINE, SET IN THE TOP OF THE SOUTHEAST END
 LB0156'OF THE NORTHWEST WING WALL OF A 28 FOOT CONCRETE BRIDGE OVER
 LB0156'A DITCH, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 LB0156'NORTH OF THE CONCRETE BRIDGE RAILING, AND ABOUT 0.5 FOOT ABOVE
 LB0156'THE BRIDGE FLOOR.
 LB0156
 LB0156                          STATION RECOVERY (1989)
 LB0156
 LB0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0156'RECOVERED IN GOOD CONDITION.
 LB0156
 LB0156                          STATION RECOVERY (2007)
 LB0156
 LB0156'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB0156'CONCRETE BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1043 ***********************************************************************
 KA1043  DESIGNATION -  L 101
 KA1043  PID         -  KA1043
 KA1043  STATE/COUNTY-  IN/MONTGOMERY
 KA1043  COUNTRY     -  US
 KA1043  USGS QUAD   -  ALAMO (2019)
 KA1043
 KA1043                         *CURRENT SURVEY CONTROL
 KA1043  ______________________________________________________________________
 KA1043* NAD 83(1986) POSITION- 39 52 53.90   (N) 087 03 45.48   (W)   HD_HELD1
 KA1043* NAVD 88 ORTHO HEIGHT -   228.399 (meters)      749.34  (feet) ADJUSTED
 KA1043  ______________________________________________________________________
 KA1043  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 KA1043  DYNAMIC HEIGHT  -        228.272 (meters)      748.92  (feet) COMP
 KA1043  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA1043
 KA1043  VERT ORDER      -  SECOND    CLASS 0
 KA1043
 KA1043.The horizontal coordinates were determined by differentially corrected
 KA1043.hand held GPS observations or other comparable positioning techniques
 KA1043.and have an estimated accuracy of +/- 3 meters.
 KA1043
 KA1043.The orthometric height was determined by differential leveling and
 KA1043.adjusted by the NATIONAL GEODETIC SURVEY
 KA1043.in June 1991.
 KA1043
 KA1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1043.GEOID18 height accuracy estimate available here.
 KA1043
 KA1043.Click photographs - Photos may exist for this station.
 KA1043
 KA1043.The dynamic height is computed by dividing the NAVD 88
 KA1043.geopotential number by the normal gravity value computed on the
 KA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1043.degrees latitude (g = 980.6199 gals.).
 KA1043
 KA1043.The modeled gravity was interpolated from observed gravity values.
 KA1043
 KA1043;                    North         East    Units  Estimated Accuracy
 KA1043;SPC IN W     -   514,376.2     901,770.6     MT  (+/- 3 meters HH1 GPS) 
 KA1043
 KA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9464414622(NAD 83)
 KA1043
 KA1043                          SUPERSEDED SURVEY CONTROL
 KA1043
 KA1043  NGVD 29 (??/??/92)  228.490  (m)          749.64   (f) ADJ UNCH    2 0
 KA1043
 KA1043.Superseded values are not recommended for survey control.
 KA1043
 KA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1043.See file dsdata.pdf to determine how the superseded data were derived.
 KA1043
 KA1043_MARKER: DB = BENCH MARK DISK
 KA1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1043_SP_SET: CULVERT HEADWALL
 KA1043_STAMPING: L 101 1946
 KA1043_MARK LOGO: CGS
 KA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1043+STABILITY: SURFACE MOTION
 KA1043
 KA1043  HISTORY     - Date     Condition        Report By
 KA1043  HISTORY     - 1946     MONUMENTED       CGS
 KA1043
 KA1043                          STATION DESCRIPTION
 KA1043
 KA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1043'0.8 MI W FROM WAVELAND.
 KA1043'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1043'WITH STATE HIGHWAY 59 AT WAVELAND, SET IN THE TOP OF THE WEST END
 KA1043'OF THE NORTH HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 32 FEET
 KA1043'NORTH OF AND ABOUT 7 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 KA1043'A STANDARD DISK, STAMPED L 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0993 ***********************************************************************
 KA0993  DESIGNATION -  L 103
 KA0993  PID         -  KA0993
 KA0993  STATE/COUNTY-  IN/FOUNTAIN
 KA0993  COUNTRY     -  US
 KA0993  USGS QUAD   -  KINGMAN (2019)
 KA0993
 KA0993                         *CURRENT SURVEY CONTROL
 KA0993  ______________________________________________________________________
 KA0993* NAD 83(1986) POSITION- 39 58 02.6    (N) 087 15 35.1    (W)   HD_HELD2
 KA0993* NAVD 88 ORTHO HEIGHT -   216.222 (meters)      709.39  (feet) ADJUSTED
 KA0993  ______________________________________________________________________
 KA0993  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 KA0993  DYNAMIC HEIGHT  -        216.106 (meters)      709.01  (feet) COMP
 KA0993  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 KA0993
 KA0993  VERT ORDER      -  SECOND    CLASS 0
 KA0993
 KA0993.The horizontal coordinates were established by autonomous hand held GPS
 KA0993.observations and have an estimated accuracy of +/- 10 meters.
 KA0993
 KA0993.The orthometric height was determined by differential leveling and
 KA0993.adjusted by the NATIONAL GEODETIC SURVEY
 KA0993.in June 1991.
 KA0993
 KA0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0993.GEOID18 height accuracy estimate available here.
 KA0993
 KA0993.Click photographs - Photos may exist for this station.
 KA0993
 KA0993.The dynamic height is computed by dividing the NAVD 88
 KA0993.geopotential number by the normal gravity value computed on the
 KA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0993.degrees latitude (g = 980.6199 gals.).
 KA0993
 KA0993.The modeled gravity was interpolated from observed gravity values.
 KA0993
 KA0993;                    North         East    Units  Estimated Accuracy
 KA0993;SPC IN W     -   523,912.      884,928.      MT  (+/- 10 meters HH2 GPS)
 KA0993
 KA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7781724170(NAD 83)
 KA0993
 KA0993                          SUPERSEDED SURVEY CONTROL
 KA0993
 KA0993  NGVD 29 (??/??/92)  216.295  (m)          709.63   (f) ADJ UNCH    2 0
 KA0993
 KA0993.Superseded values are not recommended for survey control.
 KA0993
 KA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0993.See file dsdata.pdf to determine how the superseded data were derived.
 KA0993
 KA0993_MARKER: DB = BENCH MARK DISK
 KA0993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0993_SP_SET: CULVERT HEADWALL
 KA0993_STAMPING: L 103 1946
 KA0993_MARK LOGO: CGS
 KA0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0993+STABILITY: SURFACE MOTION
 KA0993
 KA0993  HISTORY     - Date     Condition        Report By
 KA0993  HISTORY     - 1946     MONUMENTED       CGS
 KA0993
 KA0993                          STATION DESCRIPTION
 KA0993
 KA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0993'1.1 MI E FROM KINGMAN.
 KA0993'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0993'AT KINGMAN, 0.9 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY
 KA0993'41, 0.1 MILE EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, SET
 KA0993'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4 FOOT
 KA0993'CONCRETE CULVERT, 20 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0993'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1765 ***********************************************************************
 LB1765  DESIGNATION -  L 104
 LB1765  PID         -  LB1765
 LB1765  STATE/COUNTY-  IN/FOUNTAIN
 LB1765  COUNTRY     -  US
 LB1765  USGS QUAD   -  PERRYSVILLE (2019)
 LB1765
 LB1765                         *CURRENT SURVEY CONTROL
 LB1765  ______________________________________________________________________
 LB1765* NAD 83(1986) POSITION- 40 00 41.00   (N) 087 24 23.60   (W)   HD_HELD1
 LB1765* NAVD 88 ORTHO HEIGHT -   191.409 (meters)      627.98  (feet) ADJUSTED
 LB1765  ______________________________________________________________________
 LB1765  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 LB1765  DYNAMIC HEIGHT  -        191.309 (meters)      627.65  (feet) COMP
 LB1765  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 LB1765
 LB1765  VERT ORDER      -  SECOND    CLASS 0
 LB1765
 LB1765.The horizontal coordinates were determined by differentially corrected
 LB1765.hand held GPS observations or other comparable positioning techniques
 LB1765.and have an estimated accuracy of +/- 3 meters.
 LB1765
 LB1765.The orthometric height was determined by differential leveling and
 LB1765.adjusted by the NATIONAL GEODETIC SURVEY
 LB1765.in June 1991.
 LB1765
 LB1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1765.GEOID18 height accuracy estimate available here.
 LB1765
 LB1765.Click photographs - Photos may exist for this station.
 LB1765
 LB1765.The dynamic height is computed by dividing the NAVD 88
 LB1765.geopotential number by the normal gravity value computed on the
 LB1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1765.degrees latitude (g = 980.6199 gals.).
 LB1765
 LB1765.The modeled gravity was interpolated from observed gravity values.
 LB1765
 LB1765;                    North         East    Units  Estimated Accuracy
 LB1765;SPC IN W     -   528,832.2     872,404.3     MT  (+/- 3 meters HH1 GPS) 
 LB1765
 LB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6530229100(NAD 83)
 LB1765
 LB1765                          SUPERSEDED SURVEY CONTROL
 LB1765
 LB1765  NGVD 29 (??/??/92)  191.467  (m)          628.17   (f) ADJ UNCH    2 0
 LB1765
 LB1765.Superseded values are not recommended for survey control.
 LB1765
 LB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1765.See file dsdata.pdf to determine how the superseded data were derived.
 LB1765
 LB1765_MARKER: DB = BENCH MARK DISK
 LB1765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1765_SP_SET: CULVERT HEADWALL
 LB1765_STAMPING: L 104 1946
 LB1765_MARK LOGO: CGS
 LB1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1765+STABILITY: SURFACE MOTION
 LB1765
 LB1765  HISTORY     - Date     Condition        Report By
 LB1765  HISTORY     - 1946     MONUMENTED       CGS
 LB1765
 LB1765                          STATION DESCRIPTION
 LB1765
 LB1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1765'4 MI N FROM SILVERWOOD.
 LB1765'ABOUT 4.0 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 LB1765'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 LB1765'SILVERWOOD, AT THE JUNCTION OF A ROAD LEADING EAST BETWEEN TWO
 LB1765'APPLE ORCHARDS, 48 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 LB1765'13 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, AND SET IN
 LB1765'THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 16
 LB1765'INCH CORRUGATED PIPE CULVERT UNDER THE ROAD EAST.  A STANDARD
 LB1765'DISK, STAMPED L 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1369 ***********************************************************************
 ME1369  DESIGNATION -  L 105
 ME1369  PID         -  ME1369
 ME1369  STATE/COUNTY-  IN/NEWTON
 ME1369  COUNTRY     -  US
 ME1369  USGS QUAD   -  FAIR OAKS (2019)
 ME1369
 ME1369                         *CURRENT SURVEY CONTROL
 ME1369  ______________________________________________________________________
 ME1369* NAD 83(1986) POSITION- 41 05 24.     (N) 087 20 01.     (W)   SCALED
 ME1369* NAVD 88 ORTHO HEIGHT -   206.821 (meters)      678.55  (feet) ADJUSTED
 ME1369  ______________________________________________________________________
 ME1369  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 ME1369  DYNAMIC HEIGHT  -        206.733 (meters)      678.26  (feet) COMP
 ME1369  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 ME1369
 ME1369  VERT ORDER      -  SECOND    CLASS 0
 ME1369
 ME1369.The horizontal coordinates were scaled from a map and have
 ME1369.an estimated accuracy of +/- 6 seconds.
 ME1369
 ME1369.The orthometric height was determined by differential leveling and
 ME1369.adjusted by the NATIONAL GEODETIC SURVEY
 ME1369.in June 1991.
 ME1369
 ME1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1369.GEOID18 height accuracy estimate available here.
 ME1369
 ME1369.Click photographs - Photos may exist for this station.
 ME1369
 ME1369.The dynamic height is computed by dividing the NAVD 88
 ME1369.geopotential number by the normal gravity value computed on the
 ME1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1369.degrees latitude (g = 980.6199 gals.).
 ME1369
 ME1369.The modeled gravity was interpolated from observed gravity values.
 ME1369
 ME1369;                    North         East    Units  Estimated Accuracy
 ME1369;SPC IN W     -   648,580.      878,970.      MT  (+/- 180 meters Scaled)
 ME1369
 ME1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719488(NAD 83)
 ME1369
 ME1369                          SUPERSEDED SURVEY CONTROL
 ME1369
 ME1369  NGVD 29 (??/??/92)  206.90   (m)          678.8    (f) COMPUTED    2 0
 ME1369
 ME1369.Superseded values are not recommended for survey control.
 ME1369
 ME1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1369.See file dsdata.pdf to determine how the superseded data were derived.
 ME1369
 ME1369_MARKER: DB = BENCH MARK DISK
 ME1369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1369_SP_SET: CULVERT HEADWALL
 ME1369_STAMPING: L 105 1946
 ME1369_MARK LOGO: CGS
 ME1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1369+STABILITY: SURFACE MOTION
 ME1369
 ME1369  HISTORY     - Date     Condition        Report By
 ME1369  HISTORY     - 1946     MONUMENTED       CGS
 ME1369  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1369
 ME1369                          STATION DESCRIPTION
 ME1369
 ME1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1369'5.8 MI S FROM THAYER.
 ME1369'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS ROADS
 ME1369'AT THAYER, 0.2 MILE NORTH OF A CROSS ROAD AND AN S TYPE TURN IN
 ME1369'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL
 ME1369'OF A 24-FOOT CONCRETE CULVERT, 9 FEET WEST OF THE CENTER LINE OF
 ME1369'THE HIGHWAY, 0.3 FOOT NORTH OF THE NORTH END OF THE WEST IRON
 ME1369'GUARD RAILING AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 ME1369
 ME1369                          STATION RECOVERY (2008)
 ME1369
 ME1369'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1369'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1370 ***********************************************************************
 ME1370  DESIGNATION -  L 105 RESET
 ME1370  PID         -  ME1370
 ME1370  STATE/COUNTY-  IN/NEWTON
 ME1370  COUNTRY     -  US
 ME1370  USGS QUAD   -  FAIR OAKS (2019)
 ME1370
 ME1370                         *CURRENT SURVEY CONTROL
 ME1370  ______________________________________________________________________
 ME1370* NAD 83(1986) POSITION- 41 05 24.     (N) 087 20 01.     (W)   SCALED
 ME1370* NAVD 88 ORTHO HEIGHT -   205.69  (meters)      674.8   (feet) RESET
 ME1370  ______________________________________________________________________
 ME1370  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 ME1370  VERT ORDER      -  THIRD
 ME1370
 ME1370.The horizontal coordinates were scaled from a map and have
 ME1370.an estimated accuracy of +/- 6 seconds.
 ME1370
 ME1370.The orthometric height was computed from unverified reset data.
 ME1370
 ME1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1370.GEOID18 height accuracy estimate available here.
 ME1370
 ME1370.Click photographs - Photos may exist for this station.
 ME1370
 ME1370;                    North         East    Units  Estimated Accuracy
 ME1370;SPC IN W     -   648,580.      878,970.      MT  (+/- 180 meters Scaled)
 ME1370
 ME1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719488(NAD 83)
 ME1370
 ME1370                          SUPERSEDED SURVEY CONTROL
 ME1370
 ME1370  NGVD 29 (??/??/??)  205.77   (m)          675.1    (f) RESET       3  
 ME1370
 ME1370.Superseded values are not recommended for survey control.
 ME1370
 ME1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1370.See file dsdata.pdf to determine how the superseded data were derived.
 ME1370
 ME1370_MARKER: DB = BENCH MARK DISK
 ME1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1370_STAMPING: L 105 RESET 1956
 ME1370_MARK LOGO: CGS
 ME1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1370+STABILITY: SURFACE MOTION
 ME1370
 ME1370  HISTORY     - Date     Condition        Report By
 ME1370  HISTORY     - 1956     MONUMENTED       INHD
 ME1370  HISTORY     - 1957     GOOD             CGS
 ME1370  HISTORY     - 20081011 GOOD             GEOCAC
 ME1370
 ME1370                          STATION DESCRIPTION
 ME1370
 ME1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 ME1370'5.3 MI S FROM THAYER.
 ME1370'5.8 MILES SOUTH ALONG STATE ROAD 55 FROM THE CROSSROADS AT THAYER,
 ME1370'0.2 MILE NORTH OF A CROSSROAD AND AN S TURN IN THE HIGHWAY, SET
 ME1370'IN THE TOP OF A 12 INCH CONCRETE MONUMENT, 60 FEET SOUTH OF A
 ME1370'DRAINAGE DITCH AND 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 ME1370'IT IS 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 ME1370
 ME1370                          STATION RECOVERY (2008)
 ME1370
 ME1370'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1302 ***********************************************************************
 LB1302  DESIGNATION -  L 106 RESET
 LB1302  PID         -  LB1302
 LB1302  STATE/COUNTY-  IN/NEWTON
 LB1302  COUNTRY     -  US
 LB1302  USGS QUAD   -  GOODLAND (2019)
 LB1302
 LB1302                         *CURRENT SURVEY CONTROL
 LB1302  ______________________________________________________________________
 LB1302* NAD 83(1986) POSITION- 40 49 39.     (N) 087 18 18.     (W)   SCALED
 LB1302* NAVD 88 ORTHO HEIGHT -   200.29  (meters)      657.1   (feet) RESET
 LB1302  ______________________________________________________________________
 LB1302  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 LB1302  VERT ORDER      -  THIRD
 LB1302
 LB1302.The horizontal coordinates were scaled from a map and have
 LB1302.an estimated accuracy of +/- 6 seconds.
 LB1302
 LB1302.The orthometric height was computed from unverified reset data.
 LB1302
 LB1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1302.GEOID18 height accuracy estimate available here.
 LB1302
 LB1302.Click photographs - Photos may exist for this station.
 LB1302
 LB1302;                    North         East    Units  Estimated Accuracy
 LB1302;SPC IN W     -   619,430.      881,300.      MT  (+/- 180 meters Scaled)
 LB1302
 LB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742196(NAD 83)
 LB1302
 LB1302                          SUPERSEDED SURVEY CONTROL
 LB1302
 LB1302  NGVD 29 (??/??/??)  200.36   (m)          657.3    (f) RESET       3  
 LB1302
 LB1302.Superseded values are not recommended for survey control.
 LB1302
 LB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1302.See file dsdata.pdf to determine how the superseded data were derived.
 LB1302
 LB1302_MARKER: DB = BENCH MARK DISK
 LB1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1302_STAMPING: L 106 RESET 1957
 LB1302_MARK LOGO: CGS
 LB1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1302+STABILITY: SURFACE MOTION
 LB1302
 LB1302  HISTORY     - Date     Condition        Report By
 LB1302  HISTORY     - 1957     MONUMENTED       INHD
 LB1302  HISTORY     - 1958     GOOD             CGS
 LB1302
 LB1302                          STATION DESCRIPTION
 LB1302
 LB1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LB1302'5 MI N FROM GOODLAND.
 LB1302'0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA RAILROAD
 LB1302'STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A PAVED ROAD,
 LB1302'THENCE 3.75 MILES NORTH ALONG STATE HIGHWAY 55, 0.65 MILE SOUTH
 LB1302'OF A CROSSROAD, 0.3 MILE NORTH OF A 2-STORY FARM HOUSE ON THE
 LB1302'EAST SIDE OF THE HIGHWAY, 27.5 FEET EAST OF THE CENTERLINE OF
 LB1302'THE HIGHWAY, AND SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 LB1302'2.5 FEET BELOW THE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1419 ***********************************************************************
 LB1419  DESIGNATION -  L 107
 LB1419  PID         -  LB1419
 LB1419  STATE/COUNTY-  IN/JASPER
 LB1419  COUNTRY     -  US
 LB1419  USGS QUAD   -  REMINGTON (2019)
 LB1419
 LB1419                         *CURRENT SURVEY CONTROL
 LB1419  ______________________________________________________________________
 LB1419* NAD 83(1986) POSITION- 40 51 58.     (N) 087 10 35.     (W)   SCALED
 LB1419* NAVD 88 ORTHO HEIGHT -   200.990 (meters)      659.41  (feet) ADJUSTED
 LB1419  ______________________________________________________________________
 LB1419  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 LB1419  DYNAMIC HEIGHT  -        200.902 (meters)      659.13  (feet) COMP
 LB1419  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 LB1419
 LB1419  VERT ORDER      -  SECOND    CLASS 0
 LB1419
 LB1419.The horizontal coordinates were scaled from a map and have
 LB1419.an estimated accuracy of +/- 6 seconds.
 LB1419
 LB1419.The orthometric height was determined by differential leveling and
 LB1419.adjusted by the NATIONAL GEODETIC SURVEY
 LB1419.in June 1991.
 LB1419
 LB1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1419.GEOID18 height accuracy estimate available here.
 LB1419
 LB1419.Click photographs - Photos may exist for this station.
 LB1419
 LB1419.The dynamic height is computed by dividing the NAVD 88
 LB1419.geopotential number by the normal gravity value computed on the
 LB1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1419.degrees latitude (g = 980.6199 gals.).
 LB1419
 LB1419.The modeled gravity was interpolated from observed gravity values.
 LB1419
 LB1419;                    North         East    Units  Estimated Accuracy
 LB1419;SPC IN W     -   623,690.      892,160.      MT  (+/- 180 meters Scaled)
 LB1419
 LB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL851239(NAD 83)
 LB1419
 LB1419                          SUPERSEDED SURVEY CONTROL
 LB1419
 LB1419  NGVD 29 (??/??/92)  201.073  (m)          659.69   (f) ADJ UNCH    2 0
 LB1419
 LB1419.Superseded values are not recommended for survey control.
 LB1419
 LB1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1419.See file dsdata.pdf to determine how the superseded data were derived.
 LB1419
 LB1419_MARKER: DB = BENCH MARK DISK
 LB1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1419_SP_SET: BRIDGE ABUTMENT
 LB1419_STAMPING: L 107 1946
 LB1419_MARK LOGO: CGS
 LB1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1419
 LB1419  HISTORY     - Date     Condition        Report By
 LB1419  HISTORY     - 1946     MONUMENTED       CGS
 LB1419  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1419
 LB1419                          STATION DESCRIPTION
 LB1419
 LB1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1419'6.2 MI E FROM FORESMAN.
 LB1419'ABOUT 6.15 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT
 LB1419'FORESMAN, 1.2 MILE WEST OF THE INTERSECTION WITH STATE HIGHWAY 53,
 LB1419'ABOUT 1.0 MILE EAST OF JORDAN TOWNSHIP SCHOOL, SET IN THE TOP
 LB1419'OF THE SOUTH END OF THE WEST ABUTMENT OF A 10-FOOT CONCRETE BRIDGE
 LB1419'NUMBER 53 (16B-4.8), 16 FEET SOUTH OF THE CENTER LINE OF THE
 LB1419'HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR LEVEL.
 LB1419
 LB1419                          STATION RECOVERY (2012)
 LB1419
 LB1419'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1349 ***********************************************************************
 LB1349  DESIGNATION -  L 108 RESET
 LB1349  PID         -  LB1349
 LB1349  STATE/COUNTY-  IN/JASPER
 LB1349  COUNTRY     -  US
 LB1349  USGS QUAD   -  RENSSELAER (2019)
 LB1349
 LB1349                         *CURRENT SURVEY CONTROL
 LB1349  ______________________________________________________________________
 LB1349* NAD 83(1986) POSITION- 40 54 29.     (N) 087 09 18.     (W)   SCALED
 LB1349* NAVD 88 ORTHO HEIGHT -   200.90  (meters)      659.1   (feet) RESET
 LB1349  ______________________________________________________________________
 LB1349  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 LB1349  VERT ORDER      -  THIRD
 LB1349
 LB1349.The horizontal coordinates were scaled from a map and have
 LB1349.an estimated accuracy of +/- 6 seconds.
 LB1349
 LB1349.The orthometric height was computed from unverified reset data.
 LB1349
 LB1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1349.GEOID18 height accuracy estimate available here.
 LB1349
 LB1349.Click photographs - Photos may exist for this station.
 LB1349
 LB1349;                    North         East    Units  Estimated Accuracy
 LB1349;SPC IN W     -   628,350.      893,960.      MT  (+/- 180 meters Scaled)
 LB1349
 LB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869285(NAD 83)
 LB1349
 LB1349                          SUPERSEDED SURVEY CONTROL
 LB1349
 LB1349  NGVD 29 (??/??/??)  200.96   (m)          659.3    (f) RESET       3  
 LB1349
 LB1349.Superseded values are not recommended for survey control.
 LB1349
 LB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1349.See file dsdata.pdf to determine how the superseded data were derived.
 LB1349
 LB1349_MARKER: DB = BENCH MARK DISK
 LB1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1349_SP_SET: BRIDGE
 LB1349_STAMPING: L 108 RESET 1957
 LB1349_MARK LOGO: CGS
 LB1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1349
 LB1349  HISTORY     - Date     Condition        Report By
 LB1349  HISTORY     - 1957     MONUMENTED       INHD
 LB1349  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1349  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1349
 LB1349                          STATION DESCRIPTION
 LB1349
 LB1349'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1957
 LB1349'2 MI S FROM RENSSELAER.
 LB1349'2 MILES SOUTH ALONG STATE HIGHWAY 53 FROM THE COURTHOUSE AT
 LB1349'RENSSELAER, 0.8 MILE SOUTH OF THE MAIN ENTRANCE TO ST. JOSEPH
 LB1349'COLLEGE, 0.3 MILE SOUTH OF A CROSSROAD AND CEMETERY, IN THE
 LB1349'TOP OF THE SOUTHWEST WINGWALL OF A 28 FOOT CONCRETE BRIDGE, 22.5
 LB1349'FEET WEST OF THE CENTERLINE OF THE ROADWAY.
 LB1349
 LB1349                          STATION RECOVERY (2007)
 LB1349
 LB1349'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1349'BRIDGE REPLACED
 LB1349
 LB1349                          STATION RECOVERY (2008)
 LB1349
 LB1349'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1349'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1459 ***********************************************************************
 LB1459  DESIGNATION -  L 109
 LB1459  PID         -  LB1459
 LB1459  STATE/COUNTY-  IN/NEWTON
 LB1459  COUNTRY     -  US
 LB1459  USGS QUAD   -  KENTLAND (2019)
 LB1459
 LB1459                         *CURRENT SURVEY CONTROL
 LB1459  ______________________________________________________________________
 LB1459* NAD 83(1986) POSITION- 40 46 04.     (N) 087 26 31.     (W)   SCALED
 LB1459* NAVD 88 ORTHO HEIGHT -   207.382 (meters)      680.39  (feet) ADJUSTED
 LB1459  ______________________________________________________________________
 LB1459  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 LB1459  DYNAMIC HEIGHT  -        207.288 (meters)      680.08  (feet) COMP
 LB1459  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 LB1459
 LB1459  VERT ORDER      -  SECOND    CLASS 0
 LB1459
 LB1459.The horizontal coordinates were scaled from a map and have
 LB1459.an estimated accuracy of +/- 6 seconds.
 LB1459
 LB1459.The orthometric height was determined by differential leveling and
 LB1459.adjusted by the NATIONAL GEODETIC SURVEY
 LB1459.in June 1991.
 LB1459
 LB1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1459.GEOID18 height accuracy estimate available here.
 LB1459
 LB1459.Click photographs - Photos may exist for this station.
 LB1459
 LB1459.The dynamic height is computed by dividing the NAVD 88
 LB1459.geopotential number by the normal gravity value computed on the
 LB1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1459.degrees latitude (g = 980.6199 gals.).
 LB1459
 LB1459.The modeled gravity was interpolated from observed gravity values.
 LB1459
 LB1459;                    North         East    Units  Estimated Accuracy
 LB1459;SPC IN W     -   612,830.      869,720.      MT  (+/- 180 meters Scaled)
 LB1459
 LB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL627130(NAD 83)
 LB1459
 LB1459                          SUPERSEDED SURVEY CONTROL
 LB1459
 LB1459  NGVD 29 (??/??/92)  207.444  (m)          680.59   (f) ADJ UNCH    2 0
 LB1459
 LB1459.Superseded values are not recommended for survey control.
 LB1459
 LB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1459.See file dsdata.pdf to determine how the superseded data were derived.
 LB1459
 LB1459_MARKER: DB = BENCH MARK DISK
 LB1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1459_SP_SET: BRIDGE
 LB1459_STAMPING: L 109 1946
 LB1459_MARK LOGO: CGS
 LB1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1459
 LB1459  HISTORY     - Date     Condition        Report By
 LB1459  HISTORY     - 1946     MONUMENTED       CGS
 LB1459  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LB1459
 LB1459                          STATION DESCRIPTION
 LB1459
 LB1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1459'AT KENTLAND.
 LB1459'AT KENTLAND, ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 24 FROM THE
 LB1459'PENNSYLVANIA RAILROAD STATION, 0.1 MILE EAST OF THE INTERSECTION
 LB1459'WITH U.S. HIGHWAY 41, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 LB1459'OF A 20-FOOT BRIDGE OVER A STREAM, 62.3 FEET NORTH OF THE NORTH
 LB1459'RAIL OF THE PENNSYLVANIA RAILROAD, 15.5 FEET SOUTH OF THE
 LB1459'CENTER LINE OF HIGHWAY 24, AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1459'A STANDARD DISK, STAMPED L 109 1946.
 LB1459
 LB1459                          STATION RECOVERY (1984)
 LB1459
 LB1459'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LB1459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1083 ***********************************************************************
 LB1083  DESIGNATION -  L 110
 LB1083  PID         -  LB1083
 LB1083  STATE/COUNTY-  IN/JASPER
 LB1083  COUNTRY     -  US
 LB1083  USGS QUAD   -  FRANCESVILLE (2019)
 LB1083
 LB1083                         *CURRENT SURVEY CONTROL
 LB1083  ______________________________________________________________________
 LB1083* NAD 83(1986) POSITION- 40 59 08.     (N) 086 59 13.     (W)   SCALED
 LB1083* NAVD 88 ORTHO HEIGHT -   207.149 (meters)      679.62  (feet) ADJUSTED
 LB1083  ______________________________________________________________________
 LB1083  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 LB1083  DYNAMIC HEIGHT  -        207.058 (meters)      679.32  (feet) COMP
 LB1083  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LB1083
 LB1083  VERT ORDER      -  SECOND    CLASS 0
 LB1083
 LB1083.The horizontal coordinates were scaled from a map and have
 LB1083.an estimated accuracy of +/- 6 seconds.
 LB1083
 LB1083.The orthometric height was determined by differential leveling and
 LB1083.adjusted by the NATIONAL GEODETIC SURVEY
 LB1083.in June 1991.
 LB1083
 LB1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1083.GEOID18 height accuracy estimate available here.
 LB1083
 LB1083.Click photographs - Photos may exist for this station.
 LB1083
 LB1083.The dynamic height is computed by dividing the NAVD 88
 LB1083.geopotential number by the normal gravity value computed on the
 LB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1083.degrees latitude (g = 980.6199 gals.).
 LB1083
 LB1083.The modeled gravity was interpolated from observed gravity values.
 LB1083
 LB1083;                    North         East    Units  Estimated Accuracy
 LB1083;SPC IN W     -   636,960.      908,110.      MT  (+/- 180 meters Scaled)
 LB1083
 LB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL010371(NAD 83)
 LB1083
 LB1083                          SUPERSEDED SURVEY CONTROL
 LB1083
 LB1083  NGVD 29 (??/??/92)  207.243  (m)          679.93   (f) ADJ UNCH    2 0
 LB1083
 LB1083.Superseded values are not recommended for survey control.
 LB1083
 LB1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1083.See file dsdata.pdf to determine how the superseded data were derived.
 LB1083
 LB1083_MARKER: DB = BENCH MARK DISK
 LB1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1083_SP_SET: BRIDGE WINGWALL
 LB1083_STAMPING: L 110 1946
 LB1083_MARK LOGO: CGS
 LB1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1083
 LB1083  HISTORY     - Date     Condition        Report By
 LB1083  HISTORY     - 1946     MONUMENTED       CGS
 LB1083  HISTORY     - 1989     GOOD             USPSQD
 LB1083  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 LB1083
 LB1083                          STATION DESCRIPTION
 LB1083
 LB1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1083'5.4 MI W FROM FRANCESVILLE.
 LB1083'ABOUT 5.4 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1083'FRANCESVILLE, 0.4 MILE WEST OF A T JUNCTION WITH A ROAD LEADING
 LB1083'NORTH, SET IN THE NORTHEAST END OF THE NORTHEAST WINGWALL OF A
 LB1083'70-FOOT STEEL BRIDGE OVER RYAN DITCH, 16 FEET NORTH OF THE CENTER
 LB1083'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LB1083
 LB1083                          STATION RECOVERY (1989)
 LB1083
 LB1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1083'RECOVERED IN GOOD CONDITION.
 LB1083
 LB1083                          STATION RECOVERY (2012)
 LB1083
 LB1083'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0877 ***********************************************************************
 LB0877  DESIGNATION -  L 111
 LB0877  PID         -  LB0877
 LB0877  STATE/COUNTY-  IN/BOONE
 LB0877  COUNTRY     -  US
 LB0877  USGS QUAD   -  HAZELRIGG (2019)
 LB0877
 LB0877                         *CURRENT SURVEY CONTROL
 LB0877  ______________________________________________________________________
 LB0877* NAD 83(1986) POSITION- 40 01 29.49   (N) 086 37 11.03   (W)   HD_HELD1
 LB0877* NAVD 88 ORTHO HEIGHT -   280.689 (meters)      920.89  (feet) ADJUSTED
 LB0877  ______________________________________________________________________
 LB0877  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 LB0877  DYNAMIC HEIGHT  -        280.536 (meters)      920.39  (feet) COMP
 LB0877  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 LB0877
 LB0877  VERT ORDER      -  SECOND    CLASS 0
 LB0877
 LB0877.The horizontal coordinates were determined by differentially corrected
 LB0877.hand held GPS observations or other comparable positioning techniques
 LB0877.and have an estimated accuracy of +/- 3 meters.
 LB0877
 LB0877.The orthometric height was determined by differential leveling and
 LB0877.adjusted by the NATIONAL GEODETIC SURVEY
 LB0877.in June 1991.
 LB0877
 LB0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0877.GEOID18 height accuracy estimate available here.
 LB0877
 LB0877.Click photographs - Photos may exist for this station.
 LB0877
 LB0877.The dynamic height is computed by dividing the NAVD 88
 LB0877.geopotential number by the normal gravity value computed on the
 LB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0877.degrees latitude (g = 980.6199 gals.).
 LB0877
 LB0877.The modeled gravity was interpolated from observed gravity values.
 LB0877
 LB0877;                    North         East    Units  Estimated Accuracy
 LB0877;SPC IN W     -   530,380.7     939,573.2     MT  (+/- 3 meters HH1 GPS) 
 LB0877
 LB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3244730585(NAD 83)
 LB0877
 LB0877                          SUPERSEDED SURVEY CONTROL
 LB0877
 LB0877  NGVD 29 (??/??/92)  280.781  (m)          921.20   (f) ADJ UNCH    2 0
 LB0877
 LB0877.Superseded values are not recommended for survey control.
 LB0877
 LB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0877.See file dsdata.pdf to determine how the superseded data were derived.
 LB0877
 LB0877_MARKER: DB = BENCH MARK DISK
 LB0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0877_STAMPING: L 111 1946
 LB0877_MARK LOGO: CGS
 LB0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0877+STABILITY: SURFACE MOTION
 LB0877
 LB0877  HISTORY     - Date     Condition        Report By
 LB0877  HISTORY     - 1946     MONUMENTED       CGS
 LB0877  HISTORY     - 1977     GOOD             LOCENG
 LB0877
 LB0877                          STATION DESCRIPTION
 LB0877
 LB0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0877'2 MI S FROM DOVER.
 LB0877'ALONG STATE HIGHWAY 75 ABOUT 2.0 MILE SOUTH OF JEFFERSON TOWNSHIP
 LB0877'SCHOOL AT DOVER AND ABOUT 2.1 MILES NORTH OF JACKSON HIGH
 LB0877'SCHOOL BUILDING AT ADVANCE, AT THE JUNCTION WITH A GRAVEL ROAD
 LB0877'LEADING WEST, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42
 LB0877'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 3 FEET
 LB0877'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE,
 LB0877'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 LB0877'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 111 1946 AND SET
 LB0877'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0877
 LB0877                          STATION RECOVERY (1977)
 LB0877
 LB0877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0612 ***********************************************************************
 LB0612  DESIGNATION -  L 112
 LB0612  PID         -  LB0612
 LB0612  STATE/COUNTY-  IN/BOONE
 LB0612  COUNTRY     -  US
 LB0612  USGS QUAD   -  ROSSTON (2019)
 LB0612
 LB0612                         *CURRENT SURVEY CONTROL
 LB0612  ______________________________________________________________________
 LB0612* NAD 83(1986) POSITION- 40 02 23.     (N) 086 20 46.     (W)   SCALED
 LB0612* NAVD 88 ORTHO HEIGHT -   288.311 (meters)      945.90  (feet) ADJUSTED
 LB0612  ______________________________________________________________________
 LB0612  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 LB0612  DYNAMIC HEIGHT  -        288.150 (meters)      945.37  (feet) COMP
 LB0612  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 LB0612
 LB0612  VERT ORDER      -  SECOND    CLASS 0
 LB0612
 LB0612.The horizontal coordinates were scaled from a map and have
 LB0612.an estimated accuracy of +/- 6 seconds.
 LB0612
 LB0612.The orthometric height was determined by differential leveling and
 LB0612.adjusted by the NATIONAL GEODETIC SURVEY
 LB0612.in June 1991.
 LB0612
 LB0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0612.GEOID18 height accuracy estimate available here.
 LB0612
 LB0612.Click photographs - Photos may exist for this station.
 LB0612
 LB0612.The dynamic height is computed by dividing the NAVD 88
 LB0612.geopotential number by the normal gravity value computed on the
 LB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0612.degrees latitude (g = 980.6199 gals.).
 LB0612
 LB0612.The modeled gravity was interpolated from observed gravity values.
 LB0612
 LB0612;                    North         East    Units  Estimated Accuracy
 LB0612;SPC IN W     -   532,190.      962,920.      MT  (+/- 180 meters Scaled)
 LB0612
 LB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK557323(NAD 83)
 LB0612
 LB0612                          SUPERSEDED SURVEY CONTROL
 LB0612
 LB0612  NGVD 29 (??/??/92)  288.416  (m)          946.24   (f) ADJ UNCH    2 0
 LB0612
 LB0612.Superseded values are not recommended for survey control.
 LB0612
 LB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0612.See file dsdata.pdf to determine how the superseded data were derived.
 LB0612
 LB0612_MARKER: DB = BENCH MARK DISK
 LB0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0612_STAMPING: L 112 1946
 LB0612_MARK LOGO: CGS
 LB0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0612+STABILITY: SURFACE MOTION
 LB0612
 LB0612  HISTORY     - Date     Condition        Report By
 LB0612  HISTORY     - 1946     MONUMENTED       CGS
 LB0612  HISTORY     - 1977     GOOD             LOCENG
 LB0612
 LB0612                          STATION DESCRIPTION
 LB0612
 LB0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0612'6.9 MI E FROM LEBANON.
 LB0612'ALONG STATE HIGHWAY 32 ABOUT 6.9 MILES EAST OF THE COUNTY COURT
 LB0612'HOUSE AT LEBANON, AT THE JUNCTION WITH A ROAD LEADING SOUTH TO
 LB0612'WHITESTOWN, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23
 LB0612'FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 6.5 FEET NORTHWEST
 LB0612'OF A FENCE CORNER, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST
 LB0612'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0612'A STANDARD DISK, STAMPED L 112 1946 AND SET IN THE TOP OF A
 LB0612'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0612
 LB0612                          STATION RECOVERY (1977)
 LB0612
 LB0612'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0551 ***********************************************************************
 ME0551  DESIGNATION -  L 113
 ME0551  PID         -  ME0551
 ME0551  STATE/COUNTY-  IN/LA PORTE
 ME0551  COUNTRY     -  US
 ME0551  USGS QUAD   -  HANNA (2019)
 ME0551
 ME0551                         *CURRENT SURVEY CONTROL
 ME0551  ______________________________________________________________________
 ME0551* NAD 83(1986) POSITION- 41 24 48.     (N) 086 47 28.     (W)   SCALED
 ME0551* NAVD 88 ORTHO HEIGHT -   212.035 (meters)      695.65  (feet) ADJUSTED
 ME0551  ______________________________________________________________________
 ME0551  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 ME0551  DYNAMIC HEIGHT  -        211.949 (meters)      695.37  (feet) COMP
 ME0551  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 ME0551
 ME0551  VERT ORDER      -  FIRST     CLASS I
 ME0551
 ME0551.The horizontal coordinates were scaled from a map and have
 ME0551.an estimated accuracy of +/- 6 seconds.
 ME0551
 ME0551.The orthometric height was determined by differential leveling and
 ME0551.adjusted by the NATIONAL GEODETIC SURVEY
 ME0551.in June 1991.
 ME0551
 ME0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0551.GEOID18 height accuracy estimate available here.
 ME0551
 ME0551.Click photographs - Photos may exist for this station.
 ME0551
 ME0551.The dynamic height is computed by dividing the NAVD 88
 ME0551.geopotential number by the normal gravity value computed on the
 ME0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0551.degrees latitude (g = 980.6199 gals.).
 ME0551
 ME0551.The modeled gravity was interpolated from observed gravity values.
 ME0551
 ME0551;                    North         East    Units  Estimated Accuracy
 ME0551;SPC IN W     -   684,500.      924,430.      MT  (+/- 180 meters Scaled)
 ME0551
 ME0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL174846(NAD 83)
 ME0551
 ME0551                          SUPERSEDED SURVEY CONTROL
 ME0551
 ME0551  NGVD 29 (01/19/93)  212.133  (m)          695.97   (f) ADJUSTED    1 1
 ME0551  NGVD 29 (??/??/92)  212.133  (m)          695.97   (f) SUPERSEDED  1 1
 ME0551
 ME0551.Superseded values are not recommended for survey control.
 ME0551
 ME0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0551.See file dsdata.pdf to determine how the superseded data were derived.
 ME0551
 ME0551_MARKER: DD = SURVEY DISK
 ME0551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0551_SP_SET: PIER
 ME0551_STAMPING: LA L 113
 ME0551_MARK LOGO: INHD
 ME0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0551+STABILITY: SURFACE MOTION
 ME0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0551+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0551
 ME0551  HISTORY     - Date     Condition        Report By
 ME0551  HISTORY     - UNK      MONUMENTED       INHD
 ME0551  HISTORY     - 1968     GOOD             CGS
 ME0551  HISTORY     - 19920907 GOOD             NGS
 ME0551  HISTORY     - 20071103 GOOD             GEOCAC
 ME0551
 ME0551                          STATION DESCRIPTION
 ME0551
 ME0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0551'0.6 MI W FROM HANNA.
 ME0551'ABOUT 0.6 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0551'CROSSING OF THOMPSON STREET AT HANNA, ABOUT 0.2 MILE WEST OF
 ME0551'MILEPOST 409, IN SECTION 8, R 3 W, T 34 N, ABOUT 40 YARDS NORTH
 ME0551'OF THE TRACK, SET ON THE TOP OF THE NORTH END OF THE WEST
 ME0551'CONCRETE PIER FOR U.S. HIGHWAY 30 ALTERNATE BRIDGE OVER RICHMAN
 ME0551'DITCH, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 ME0551'EAST OF THE WEST END OF THE NORTH GUARD RAIL OF THE BRIDGE AND
 ME0551'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ME0551
 ME0551                          STATION RECOVERY (1992)
 ME0551
 ME0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0551'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0551'IN HANNA, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG OLD HIGHWAY 30, IN
 ME0551'TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE 1ST CONCRETE
 ME0551'PIER EAST OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING A DITCH,
 ME0551'6.6 M (21.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) EAST
 ME0551'OF THE WEST END OF THE BRIDGE, AND 0.4 M (1.3 FT) BELOW THE GROUND
 ME0551'SURFACE.
 ME0551
 ME0551                          STATION RECOVERY (2007)
 ME0551
 ME0551'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0852 ***********************************************************************
 LB0852  DESIGNATION -  L 113
 LB0852  PID         -  LB0852
 LB0852  STATE/COUNTY-  IN/BOONE
 LB0852  COUNTRY     -  US
 LB0852  USGS QUAD   -  COLFAX (2019)
 LB0852
 LB0852                         *CURRENT SURVEY CONTROL
 LB0852  ______________________________________________________________________
 LB0852* NAD 83(1986) POSITION- 40 09 37.     (N) 086 37 41.     (W)   SCALED
 LB0852* NAVD 88 ORTHO HEIGHT -   251.652 (meters)      825.63  (feet) ADJUSTED
 LB0852  ______________________________________________________________________
 LB0852  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 LB0852  DYNAMIC HEIGHT  -        251.517 (meters)      825.19  (feet) COMP
 LB0852  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 LB0852
 LB0852  VERT ORDER      -  SECOND    CLASS 0
 LB0852
 LB0852.The horizontal coordinates were scaled from a map and have
 LB0852.an estimated accuracy of +/- 6 seconds.
 LB0852
 LB0852.The orthometric height was determined by differential leveling and
 LB0852.adjusted by the NATIONAL GEODETIC SURVEY
 LB0852.in June 1991.
 LB0852
 LB0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0852.GEOID18 height accuracy estimate available here.
 LB0852
 LB0852.Click photographs - Photos may exist for this station.
 LB0852
 LB0852.The dynamic height is computed by dividing the NAVD 88
 LB0852.geopotential number by the normal gravity value computed on the
 LB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0852.degrees latitude (g = 980.6199 gals.).
 LB0852
 LB0852.The modeled gravity was interpolated from observed gravity values.
 LB0852
 LB0852;                    North         East    Units  Estimated Accuracy
 LB0852;SPC IN W     -   545,410.      938,790.      MT  (+/- 180 meters Scaled)
 LB0852
 LB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316456(NAD 83)
 LB0852
 LB0852                          SUPERSEDED SURVEY CONTROL
 LB0852
 LB0852  NGVD 29 (??/??/92)  251.749  (m)          825.95   (f) ADJ UNCH    2 0
 LB0852
 LB0852.Superseded values are not recommended for survey control.
 LB0852
 LB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0852.See file dsdata.pdf to determine how the superseded data were derived.
 LB0852
 LB0852_MARKER: DB = BENCH MARK DISK
 LB0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0852_SP_SET: BRIDGE HEADWALL
 LB0852_STAMPING: L 113 1946
 LB0852_MARK LOGO: CGS
 LB0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0852
 LB0852  HISTORY     - Date     Condition        Report By
 LB0852  HISTORY     - 1946     MONUMENTED       CGS
 LB0852  HISTORY     - 1977     GOOD             LOCENG
 LB0852
 LB0852                          STATION DESCRIPTION
 LB0852
 LB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0852'2.6 MI NW FROM THORNTOWN.
 LB0852'ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LB0852'ABOUT 2.65 MILES NORTHWEST OF THE STATION AT THORNTOWN, AT
 LB0852'MILEAGE 150/11, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LB0852'HEADWALL OF A CONCRETE RAILWAY BRIDGE OVER GOLDSBERRY CREEK, 7
 LB0852'FEET EAST OF THE CENTER LINE OF THE TRACK AND ABOUT 1 FOOT BELOW
 LB0852'TRACK LEVEL.  A STANDARD DISK, STAMPED L 113 1946.
 LB0852
 LB0852                          STATION RECOVERY (1977)
 LB0852
 LB0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0547 ***********************************************************************
 ME0547  DESIGNATION -  L 114
 ME0547  PID         -  ME0547
 ME0547  STATE/COUNTY-  IN/LA PORTE
 ME0547  COUNTRY     -  US
 ME0547  USGS QUAD   -  HANNA (2019)
 ME0547
 ME0547                         *CURRENT SURVEY CONTROL
 ME0547  ______________________________________________________________________
 ME0547* NAD 83(1986) POSITION- 41 24 36.     (N) 086 46 10.     (W)   SCALED
 ME0547* NAVD 88 ORTHO HEIGHT -   210.389 (meters)      690.25  (feet) ADJUSTED
 ME0547  ______________________________________________________________________
 ME0547  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 ME0547  DYNAMIC HEIGHT  -        210.303 (meters)      689.97  (feet) COMP
 ME0547  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 ME0547
 ME0547  VERT ORDER      -  FIRST     CLASS I
 ME0547
 ME0547.The horizontal coordinates were scaled from a map and have
 ME0547.an estimated accuracy of +/- 6 seconds.
 ME0547
 ME0547.The orthometric height was determined by differential leveling and
 ME0547.adjusted by the NATIONAL GEODETIC SURVEY
 ME0547.in April 1995.
 ME0547
 ME0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0547.GEOID18 height accuracy estimate available here.
 ME0547
 ME0547.Click photographs - Photos may exist for this station.
 ME0547
 ME0547.The dynamic height is computed by dividing the NAVD 88
 ME0547.geopotential number by the normal gravity value computed on the
 ME0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0547.degrees latitude (g = 980.6199 gals.).
 ME0547
 ME0547.The modeled gravity was interpolated from observed gravity values.
 ME0547
 ME0547;                    North         East    Units  Estimated Accuracy
 ME0547;SPC IN W     -   684,140.      926,240.      MT  (+/- 180 meters Scaled)
 ME0547
 ME0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL192842(NAD 83)
 ME0547
 ME0547                          SUPERSEDED SURVEY CONTROL
 ME0547
 ME0547  NAVD 88 (06/15/91)  210.390  (m)          690.25   (f) SUPERSEDED  1 1
 ME0547  NGVD 29 (01/19/93)  210.489  (m)          690.58   (f) ADJUSTED    1 1
 ME0547  NGVD 29 (??/??/92)  210.489  (m)          690.58   (f) SUPERSEDED  1 1
 ME0547
 ME0547.Superseded values are not recommended for survey control.
 ME0547
 ME0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0547.See file dsdata.pdf to determine how the superseded data were derived.
 ME0547
 ME0547_MARKER: DB = BENCH MARK DISK
 ME0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0547_SP_SET: WINGWALL
 ME0547_STAMPING: LA L 114
 ME0547_MARK LOGO: INHD
 ME0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0547+STABILITY: SURFACE MOTION
 ME0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0547+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0547
 ME0547  HISTORY     - Date     Condition        Report By
 ME0547  HISTORY     - UNK      MONUMENTED       INHD
 ME0547  HISTORY     - 1968     GOOD             CGS
 ME0547  HISTORY     - 19920907 GOOD             NGS
 ME0547
 ME0547                          STATION DESCRIPTION
 ME0547
 ME0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0547'0.6 MI E FROM HANNA.
 ME0547'ABOUT 0.6 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0547'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 9, R 3 W, T 34
 ME0547'N, 105 FEET NORTH OF AND ACROSS OLD U.S. HIGHWAY 30 FROM THE
 ME0547'NORTH RAIL OF THE WESTBOUND TRACK, 96 FEET NORTH OF BENCH MARK
 ME0547'N 150 DESCRIBED, SET ON THE TOP OF THE WING WALL AT THE NORTHWEST
 ME0547'CORNER OF A 25-FOOT CONCRETE HIGHWAY BRIDGE OVER SHELDON DITCH,
 ME0547'24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE
 ME0547'THE LEVEL OF THE HIGHWAY.
 ME0547
 ME0547                          STATION RECOVERY (1992)
 ME0547
 ME0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0547'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0547'IN HANNA, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG OLD HIGHWAY 30, IN
 ME0547'TOP OF AND 3.9 M (12.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 ME0547'NORTHWEST CONCRETE WINGWALL OF A HIGHWAY BRIDGE SPANNING A DITCH, 6.5
 ME0547'M (21.3 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE
 ME0547'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2726 ***********************************************************************
 LB2726  DESIGNATION -  L 114 RESET
 LB2726  PID         -  LB2726
 LB2726  STATE/COUNTY-  IN/CLINTON
 LB2726  COUNTRY     -  US
 LB2726  USGS QUAD   -  THORNTOWN (2019)
 LB2726
 LB2726                         *CURRENT SURVEY CONTROL
 LB2726  ______________________________________________________________________
 LB2726* NAD 83(1986) POSITION- 40 13 11.     (N) 086 30 03.     (W)   SCALED
 LB2726* NAVD 88 ORTHO HEIGHT -   266.89  (meters)      875.6   (feet) RESET
 LB2726  ______________________________________________________________________
 LB2726  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 LB2726  VERT ORDER      -  THIRD
 LB2726
 LB2726.The horizontal coordinates were scaled from a map and have
 LB2726.an estimated accuracy of +/- 6 seconds.
 LB2726
 LB2726.The orthometric height was computed from unverified reset data.
 LB2726
 LB2726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2726.GEOID18 height accuracy estimate available here.
 LB2726
 LB2726.Click photographs - Photos may exist for this station.
 LB2726
 LB2726;                    North         East    Units  Estimated Accuracy
 LB2726;SPC IN W     -   552,080.      949,580.      MT  (+/- 180 meters Scaled)
 LB2726
 LB2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK424522(NAD 83)
 LB2726
 LB2726                          SUPERSEDED SURVEY CONTROL
 LB2726
 LB2726  NGVD 29 (08/22/16)  266.99   (m)          875.9    (f) RESET       3  
 LB2726
 LB2726.Superseded values are not recommended for survey control.
 LB2726
 LB2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2726.See file dsdata.pdf to determine how the superseded data were derived.
 LB2726
 LB2726_MARKER: DV = VERTICAL CONTROL DISK
 LB2726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB2726_SP_SET: PIPE ANCHOR BASE
 LB2726_STAMPING: L 114
 LB2726_MARK LOGO: NGS
 LB2726_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2726
 LB2726  HISTORY     - Date     Condition        Report By
 LB2726  HISTORY     - 1987     MONUMENTED       INHD
 LB2726
 LB2726                          STATION DESCRIPTION
 LB2726
 LB2726'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 LB2726'ALONG STATE HIGHWAY 39 ABOUT 4.2 MILES (6.8 KM) SOUTH OF THE COUNTY
 LB2726'COURT HOUSE IN FRANKFORT AND ABOUT 4.3 MILES (6.9 KM) NORTH OF THE
 LB2726'BANK BUILDING AT MECHANICSBURG, BOONE COUNTY, 0.2 MILE (0.3 KM) SOUTH
 LB2726'OF THE JUNCTION WITH A ROAD LEADING WEST TO A BRICK SCHOOL BUILDING,
 LB2726'IN A PAVED SIDEDITCH LUG AT SOUTHEAST CORNER OF MULTIPLATE PIPE
 LB2726'STRUCTURE STA. 139+15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0097 ***********************************************************************
 LB0097  DESIGNATION -  L 115
 LB0097  PID         -  LB0097
 LB0097  STATE/COUNTY-  IN/CASS
 LB0097  COUNTRY     -  US
 LB0097  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0097
 LB0097                         *CURRENT SURVEY CONTROL
 LB0097  ______________________________________________________________________
 LB0097* NAD 83(1986) POSITION- 40 36 17.     (N) 086 19 01.     (W)   SCALED
 LB0097* NAVD 88 ORTHO HEIGHT -   226.919 (meters)      744.48  (feet) ADJUSTED
 LB0097  ______________________________________________________________________
 LB0097  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LB0097  DYNAMIC HEIGHT  -        226.806 (meters)      744.11  (feet) COMP
 LB0097  MODELED GRAVITY -    980,122.0   (mgal)                       NAVD 88
 LB0097
 LB0097  VERT ORDER      -  SECOND    CLASS 0
 LB0097
 LB0097.The horizontal coordinates were scaled from a map and have
 LB0097.an estimated accuracy of +/- 6 seconds.
 LB0097
 LB0097.The orthometric height was determined by differential leveling and
 LB0097.adjusted by the NATIONAL GEODETIC SURVEY
 LB0097.in June 1991.
 LB0097
 LB0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0097.GEOID18 height accuracy estimate available here.
 LB0097
 LB0097.Click photographs - Photos may exist for this station.
 LB0097
 LB0097.The dynamic height is computed by dividing the NAVD 88
 LB0097.geopotential number by the normal gravity value computed on the
 LB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0097.degrees latitude (g = 980.6199 gals.).
 LB0097
 LB0097.The modeled gravity was interpolated from observed gravity values.
 LB0097
 LB0097;                    North         East    Units  Estimated Accuracy
 LB0097;SPC IN E     -   594,870.       44,970.      MT  (+/- 180 meters Scaled)
 LB0097
 LB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK577951(NAD 83)
 LB0097
 LB0097                          SUPERSEDED SURVEY CONTROL
 LB0097
 LB0097  NGVD 29 (??/??/92)  227.034  (m)          744.86   (f) ADJ UNCH    2 0
 LB0097
 LB0097.Superseded values are not recommended for survey control.
 LB0097
 LB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0097.See file dsdata.pdf to determine how the superseded data were derived.
 LB0097
 LB0097_MARKER: DB = BENCH MARK DISK
 LB0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0097_STAMPING: L 115 1946
 LB0097_MARK LOGO: CGS
 LB0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0097+STABILITY: SURFACE MOTION
 LB0097
 LB0097  HISTORY     - Date     Condition        Report By
 LB0097  HISTORY     - 1946     MONUMENTED       CGS
 LB0097
 LB0097                          STATION DESCRIPTION
 LB0097
 LB0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0097'4.2 MI E FROM DEER CREEK.
 LB0097'ABOUT 4.25 MILES EAST ALONG A GRAVEL ROAD LEADING TO LINCOLN
 LB0097'FROM THE JUNCTION WITH STATE HIGHWAY 29 AT DEER CREEK, SET IN THE
 LB0097'SOUTHWEST QUARTER OF A CROSS ROAD, 22 FEET SOUTH OF THE CENTER
 LB0097'LINE OF THE EAST-WEST ROAD, 17 FEET WEST OF THE CENTER LINE OF
 LB0097'THE NORTH-SOUTH ROAD, 5 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 LB0097'EAST OF A FENCE LINE, 1 1/2 FOOT NORTH OF A WHITE WOODEN WITNESS
 LB0097'POST AND ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB0097'L 115 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0097'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0327 ***********************************************************************
 LB0327  DESIGNATION -  L 116
 LB0327  PID         -  LB0327
 LB0327  STATE/COUNTY-  IN/CARROLL
 LB0327  COUNTRY     -  US
 LB0327  USGS QUAD   -  BURLINGTON (2019)
 LB0327
 LB0327                         *CURRENT SURVEY CONTROL
 LB0327  ______________________________________________________________________
 LB0327* NAD 83(1986) POSITION- 40 28 37.     (N) 086 23 44.     (W)   SCALED
 LB0327* NAVD 88 ORTHO HEIGHT -   242.456 (meters)      795.46  (feet) ADJUSTED
 LB0327  ______________________________________________________________________
 LB0327  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 LB0327  DYNAMIC HEIGHT  -        242.331 (meters)      795.05  (feet) COMP
 LB0327  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LB0327
 LB0327  VERT ORDER      -  SECOND    CLASS 0
 LB0327
 LB0327.The horizontal coordinates were scaled from a map and have
 LB0327.an estimated accuracy of +/- 6 seconds.
 LB0327
 LB0327.The orthometric height was determined by differential leveling and
 LB0327.adjusted by the NATIONAL GEODETIC SURVEY
 LB0327.in June 1991.
 LB0327
 LB0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0327.GEOID18 height accuracy estimate available here.
 LB0327
 LB0327.Click photographs - Photos may exist for this station.
 LB0327
 LB0327.The dynamic height is computed by dividing the NAVD 88
 LB0327.geopotential number by the normal gravity value computed on the
 LB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0327.degrees latitude (g = 980.6199 gals.).
 LB0327
 LB0327.The modeled gravity was interpolated from observed gravity values.
 LB0327
 LB0327;                    North         East    Units  Estimated Accuracy
 LB0327;SPC IN W     -   580,700.      958,320.      MT  (+/- 180 meters Scaled)
 LB0327
 LB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK512808(NAD 83)
 LB0327
 LB0327                          SUPERSEDED SURVEY CONTROL
 LB0327
 LB0327  NGVD 29 (??/??/92)  242.564  (m)          795.81   (f) ADJ UNCH    2 0
 LB0327
 LB0327.Superseded values are not recommended for survey control.
 LB0327
 LB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0327.See file dsdata.pdf to determine how the superseded data were derived.
 LB0327
 LB0327_MARKER: DB = BENCH MARK DISK
 LB0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0327_SP_SET: BUILDING
 LB0327_STAMPING: L 116 1946
 LB0327_MARK LOGO: CGS
 LB0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0327
 LB0327  HISTORY     - Date     Condition        Report By
 LB0327  HISTORY     - 1946     MONUMENTED       CGS
 LB0327
 LB0327                          STATION DESCRIPTION
 LB0327
 LB0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0327'AT BURLINGTON.
 LB0327'AT BURLINGTON, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 LB0327'CORNER OF THE BURLINGTON HIGHSCHOOL BUILDING, 5 FEET SOUTH OF THE
 LB0327'CORNER AND 2.7 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LB0327'L 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2093 ***********************************************************************
 LB2093  DESIGNATION -  L 116 RESET
 LB2093  PID         -  LB2093
 LB2093  STATE/COUNTY-  IN/CARROLL
 LB2093  COUNTRY     -  US
 LB2093  USGS QUAD   -  BURLINGTON (2019)
 LB2093
 LB2093                         *CURRENT SURVEY CONTROL
 LB2093  ______________________________________________________________________
 LB2093* NAD 83(1986) POSITION- 40 28 37.     (N) 086 23 44.     (W)   SCALED
 LB2093* NAVD 88 ORTHO HEIGHT -   241.65  (meters)      792.8   (feet) RESET
 LB2093  ______________________________________________________________________
 LB2093  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 LB2093  VERT ORDER      -  THIRD
 LB2093
 LB2093.The horizontal coordinates were scaled from a map and have
 LB2093.an estimated accuracy of +/- 6 seconds.
 LB2093
 LB2093.The orthometric height was computed from unverified reset data.
 LB2093
 LB2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2093.GEOID18 height accuracy estimate available here.
 LB2093
 LB2093.Click photographs - Photos may exist for this station.
 LB2093
 LB2093;                    North         East    Units  Estimated Accuracy
 LB2093;SPC IN W     -   580,700.      958,320.      MT  (+/- 180 meters Scaled)
 LB2093
 LB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK512808(NAD 83)
 LB2093
 LB2093                          SUPERSEDED SURVEY CONTROL
 LB2093
 LB2093  NGVD 29 (08/22/16)  241.75   (m)          793.1    (f) RESET       3  
 LB2093
 LB2093.Superseded values are not recommended for survey control.
 LB2093
 LB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2093.See file dsdata.pdf to determine how the superseded data were derived.
 LB2093
 LB2093_MARKER: DV = VERTICAL CONTROL DISK
 LB2093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2093_SP_SET: SIDEWALK
 LB2093_STAMPING: L 116 1946 RESET 1983
 LB2093_MARK LOGO: NGS
 LB2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2093
 LB2093  HISTORY     - Date     Condition        Report By
 LB2093  HISTORY     - 1983     MONUMENTED       NGS
 LB2093
 LB2093                          STATION DESCRIPTION
 LB2093
 LB2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LB2093'IN BURLINGTON.
 LB2093'IN BURLINGTON, 0.27 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 29
 LB2093'(MICHIGAN STREET) FROM THE POST OFFICE, TO A SENIOR CITIZENS APARTMENT
 LB2093'COMPLEX AND MARK IN THE SIDEWALK, 13.05 METERS (42.8 FEET) WEST
 LB2093'OF THE APPROXIMATE CENTER OF HIGHWAY 29, 8.2 METERS (27.0 FEET)
 LB2093'EAST OF THE SOUTHEAST CORNER OF A HOUSE, AND 1.1 METERS (3.9 FEET)
 LB2093'WEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0077 ***********************************************************************
 LB0077  DESIGNATION -  L 117
 LB0077  PID         -  LB0077
 LB0077  STATE/COUNTY-  IN/CASS
 LB0077  COUNTRY     -  US
 LB0077  USGS QUAD   -  ONWARD (2019)
 LB0077
 LB0077                         *CURRENT SURVEY CONTROL
 LB0077  ______________________________________________________________________
 LB0077* NAD 83(1986) POSITION- 40 37 38.     (N) 086 13 08.     (W)   SCALED
 LB0077* NAVD 88 ORTHO HEIGHT -   241.070 (meters)      790.91  (feet) ADJUSTED
 LB0077  ______________________________________________________________________
 LB0077  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LB0077  DYNAMIC HEIGHT  -        240.950 (meters)      790.52  (feet) COMP
 LB0077  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 LB0077
 LB0077  VERT ORDER      -  SECOND    CLASS 0
 LB0077
 LB0077.The horizontal coordinates were scaled from a map and have
 LB0077.an estimated accuracy of +/- 6 seconds.
 LB0077
 LB0077.The orthometric height was determined by differential leveling and
 LB0077.adjusted by the NATIONAL GEODETIC SURVEY
 LB0077.in June 1991.
 LB0077
 LB0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0077.GEOID18 height accuracy estimate available here.
 LB0077
 LB0077.Click photographs - Photos may exist for this station.
 LB0077
 LB0077.The dynamic height is computed by dividing the NAVD 88
 LB0077.geopotential number by the normal gravity value computed on the
 LB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0077.degrees latitude (g = 980.6199 gals.).
 LB0077
 LB0077.The modeled gravity was interpolated from observed gravity values.
 LB0077
 LB0077;                    North         East    Units  Estimated Accuracy
 LB0077;SPC IN E     -   597,310.       53,280.      MT  (+/- 180 meters Scaled)
 LB0077
 LB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK660976(NAD 83)
 LB0077
 LB0077                          SUPERSEDED SURVEY CONTROL
 LB0077
 LB0077  NGVD 29 (??/??/92)  241.187  (m)          791.29   (f) ADJ UNCH    2 0
 LB0077
 LB0077.Superseded values are not recommended for survey control.
 LB0077
 LB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0077.See file dsdata.pdf to determine how the superseded data were derived.
 LB0077
 LB0077_MARKER: DB = BENCH MARK DISK
 LB0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0077_SP_SET: CULVERT HEADWALL
 LB0077_STAMPING: L 117 1946
 LB0077_MARK LOGO: CGS
 LB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0077+STABILITY: SURFACE MOTION
 LB0077
 LB0077  HISTORY     - Date     Condition        Report By
 LB0077  HISTORY     - 1946     MONUMENTED       CGS
 LB0077  HISTORY     - 1951     GOOD             CGS
 LB0077
 LB0077                          STATION DESCRIPTION
 LB0077
 LB0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LB0077'2.4 MI SE FROM WALTON.
 LB0077'2.4 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0077'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0077'AT A CONCRETE CULVERT UNDER STATE HIGHWAY 35, IN THE TOP OF THE
 LB0077'NORTHEAST HEADWALL, 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 LB0077'HIGHWAY, AND 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD
 LB0077'DISK, STAMPED L 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0971 ***********************************************************************
 LB0971  DESIGNATION -  L 119
 LB0971  PID         -  LB0971
 LB0971  STATE/COUNTY-  IN/CARROLL
 LB0971  COUNTRY     -  US
 LB0971  USGS QUAD   -  DELPHI (2019)
 LB0971
 LB0971                         *CURRENT SURVEY CONTROL
 LB0971  ______________________________________________________________________
 LB0971* NAD 83(1986) POSITION- 40 31 13.50   (N) 086 38 20.33   (W)   HD_HELD1
 LB0971* NAVD 88 ORTHO HEIGHT -   210.228 (meters)      689.72  (feet) ADJUSTED
 LB0971  ______________________________________________________________________
 LB0971  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LB0971  DYNAMIC HEIGHT  -        210.123 (meters)      689.38  (feet) COMP
 LB0971  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 LB0971
 LB0971  VERT ORDER      -  SECOND    CLASS 0
 LB0971
 LB0971.The horizontal coordinates were determined by differentially corrected
 LB0971.hand held GPS observations or other comparable positioning techniques
 LB0971.and have an estimated accuracy of +/- 3 meters.
 LB0971
 LB0971.The orthometric height was determined by differential leveling and
 LB0971.adjusted by the NATIONAL GEODETIC SURVEY
 LB0971.in June 1991.
 LB0971
 LB0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0971.GEOID18 height accuracy estimate available here.
 LB0971
 LB0971.Click photographs - Photos may exist for this station.
 LB0971
 LB0971.The dynamic height is computed by dividing the NAVD 88
 LB0971.geopotential number by the normal gravity value computed on the
 LB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0971.degrees latitude (g = 980.6199 gals.).
 LB0971
 LB0971.The modeled gravity was interpolated from observed gravity values.
 LB0971
 LB0971;                    North         East    Units  Estimated Accuracy
 LB0971;SPC IN W     -   585,397.5     937,654.2     MT  (+/- 3 meters HH1 GPS) 
 LB0971
 LB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3058185583(NAD 83)
 LB0971
 LB0971                          SUPERSEDED SURVEY CONTROL
 LB0971
 LB0971  NGVD 29 (??/??/92)  210.335  (m)          690.07   (f) ADJ UNCH    2 0
 LB0971
 LB0971.Superseded values are not recommended for survey control.
 LB0971
 LB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0971.See file dsdata.pdf to determine how the superseded data were derived.
 LB0971
 LB0971_MARKER: DB = BENCH MARK DISK
 LB0971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0971_SP_SET: CULVERT HEADWALL
 LB0971_STAMPING: L 119 1946
 LB0971_MARK LOGO: CGS
 LB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0971+STABILITY: SURFACE MOTION
 LB0971
 LB0971  HISTORY     - Date     Condition        Report By
 LB0971  HISTORY     - 1946     MONUMENTED       CGS
 LB0971  HISTORY     - 1978     GOOD             INHD
 LB0971  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0971
 LB0971                          STATION DESCRIPTION
 LB0971
 LB0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0971'5 MI SE FROM DELPHI.
 LB0971'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0971'COURT HOUSE AT DELPHI, 0.3 MILE SOUTH OF AN EAST-WEST CROSS ROAD,
 LB0971'SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF AN
 LB0971'18-INCH PIPE CULVERT, 17 FEET WEST OF THE CENTER LINE OF THE
 LB0971'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0971'STAMPED L 119 1946.
 LB0971
 LB0971                          STATION RECOVERY (1978)
 LB0971
 LB0971'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1978
 LB0971'RECOVERED IN GOOD CONDITION.
 LB0971
 LB0971                          STATION RECOVERY (2009)
 LB0971
 LB0971'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0971'MARK NOT FOUND (NEW CULVERT)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0916 ***********************************************************************
 JA0916  DESIGNATION -  L 12
 JA0916  PID         -  JA0916
 JA0916  STATE/COUNTY-  IN/DAVIESS
 JA0916  COUNTRY     -  US
 JA0916  USGS QUAD   -  LYONS (2019)
 JA0916
 JA0916                         *CURRENT SURVEY CONTROL
 JA0916  ______________________________________________________________________
 JA0916* NAD 83(1986) POSITION- 38 52 51.80   (N) 087 05 01.29   (W)   HD_HELD1
 JA0916* NAVD 88 ORTHO HEIGHT -   145.003 (meters)      475.73  (feet) ADJUSTED
 JA0916  ______________________________________________________________________
 JA0916  GEOID HEIGHT    -        -32.596 (meters)                     GEOID18
 JA0916  DYNAMIC HEIGHT  -        144.914 (meters)      475.44  (feet) COMP
 JA0916  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 JA0916
 JA0916  VERT ORDER      -  FIRST     CLASS II
 JA0916
 JA0916.The horizontal coordinates were determined by differentially corrected
 JA0916.hand held GPS observations or other comparable positioning techniques
 JA0916.and have an estimated accuracy of +/- 3 meters.
 JA0916
 JA0916.The orthometric height was determined by differential leveling and
 JA0916.adjusted by the NATIONAL GEODETIC SURVEY
 JA0916.in June 1991.
 JA0916
 JA0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0916.GEOID18 height accuracy estimate available here.
 JA0916
 JA0916.Click photographs - Photos may exist for this station.
 JA0916
 JA0916.The dynamic height is computed by dividing the NAVD 88
 JA0916.geopotential number by the normal gravity value computed on the
 JA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0916.degrees latitude (g = 980.6199 gals.).
 JA0916
 JA0916.The modeled gravity was interpolated from observed gravity values.
 JA0916
 JA0916;                    North         East    Units  Estimated Accuracy
 JA0916;SPC IN W     -   403,292.2     899,968.9     MT  (+/- 3 meters HH1 GPS) 
 JA0916
 JA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9274003580(NAD 83)
 JA0916
 JA0916                          SUPERSEDED SURVEY CONTROL
 JA0916
 JA0916  NGVD 29 (??/??/92)  145.138  (m)          476.17   (f) ADJ UNCH    1 2
 JA0916
 JA0916.Superseded values are not recommended for survey control.
 JA0916
 JA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0916.See file dsdata.pdf to determine how the superseded data were derived.
 JA0916
 JA0916_MARKER: DB = BENCH MARK DISK
 JA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0916_STAMPING: L 12 1930 476.174
 JA0916_MARK LOGO: CGS
 JA0916_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0916+STABILITY: SURFACE MOTION
 JA0916
 JA0916  HISTORY     - Date     Condition        Report By
 JA0916  HISTORY     - 1930     MONUMENTED       CGS
 JA0916  HISTORY     - 1934     GOOD             CGS
 JA0916  HISTORY     - 1985     GOOD             NGS
 JA0916  HISTORY     - 20010305 GOOD             INDNR
 JA0916  HISTORY     - 20130626 GOOD             INDOT
 JA0916  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA0916
 JA0916                          STATION DESCRIPTION
 JA0916
 JA0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0916'AT ELNORA.
 JA0916'AT ELNORA, DAVIESS COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 5
 JA0916'POLES SOUTH OF MILEPOST 61, NEAR A ROAD CROSSING, 106 FEET
 JA0916'NORTH OF THE CENTERLINE OF THE ROAD, AND 24.2 FEET WEST OF THE
 JA0916'WEST RAIL.  A STANDARD DISK, STAMPED 476.174 L 12 1930 AND SET
 JA0916'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 JA0916'GROUND.
 JA0916
 JA0916                          STATION RECOVERY (1985)
 JA0916
 JA0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0916'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ELNORA,
 JA0916'AT THE INTERSECTION OF NORTH RAVEN STREET AND THE CONRAIL RAILROAD, IN
 JA0916'THE NORTHEAST CORNER OF A LAWN, 32.4 M (106.3 FT) NORTHEAST OF THE
 JA0916'CENTER OF THE STREET, 7.4 M (24.3 FT) NORTHWEST OF THE NEAR RAIL, AND
 JA0916'2.5 M (8.2 FT) SOUTHEAST OF A 36-INCH OAK TREE.
 JA0916'THE MARK IS 1.2 M BELOW THE TRACKS.
 JA0916
 JA0916                          STATION RECOVERY (2001)
 JA0916
 JA0916'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 JA0916'RAILROAD IS ABANDONED AND BALLAST WILL SOON BE REMOVED FROM THE
 JA0916'RR GRADE.
 JA0916'CONCRETE MONUMENT WAS MARKED WITH FLAGGING TO HOPEFULLY
 JA0916'PREVENT DAMAGE.
 JA0916'
 JA0916
 JA0916                          STATION RECOVERY (2013)
 JA0916
 JA0916'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA0916'RECOVERED AS DESCRIBED.
 JA0916
 JA0916                          STATION RECOVERY (2022)
 JA0916
 JA0916'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0916'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0705 ***********************************************************************
 LB0705  DESIGNATION -  L 120
 LB0705  PID         -  LB0705
 LB0705  STATE/COUNTY-  IN/CARROLL
 LB0705  COUNTRY     -  US
 LB0705  USGS QUAD   -  PYRMONT (2019)
 LB0705
 LB0705                         *CURRENT SURVEY CONTROL
 LB0705  ______________________________________________________________________
 LB0705* NAD 83(1986) POSITION- 40 28 01.     (N) 086 40 03.     (W)   SCALED
 LB0705* NAVD 88 ORTHO HEIGHT -   205.011 (meters)      672.61  (feet) ADJUSTED
 LB0705  ______________________________________________________________________
 LB0705  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 LB0705  DYNAMIC HEIGHT  -        204.909 (meters)      672.27  (feet) COMP
 LB0705  MODELED GRAVITY -    980,121.9   (mgal)                       NAVD 88
 LB0705
 LB0705  VERT ORDER      -  SECOND    CLASS 0
 LB0705
 LB0705.The horizontal coordinates were scaled from a map and have
 LB0705.an estimated accuracy of +/- 6 seconds.
 LB0705
 LB0705.The orthometric height was determined by differential leveling and
 LB0705.adjusted by the NATIONAL GEODETIC SURVEY
 LB0705.in June 1991.
 LB0705
 LB0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0705.GEOID18 height accuracy estimate available here.
 LB0705
 LB0705.Click photographs - Photos may exist for this station.
 LB0705
 LB0705.The dynamic height is computed by dividing the NAVD 88
 LB0705.geopotential number by the normal gravity value computed on the
 LB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0705.degrees latitude (g = 980.6199 gals.).
 LB0705
 LB0705.The modeled gravity was interpolated from observed gravity values.
 LB0705
 LB0705;                    North         East    Units  Estimated Accuracy
 LB0705;SPC IN W     -   579,450.      935,270.      MT  (+/- 180 meters Scaled)
 LB0705
 LB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK281796(NAD 83)
 LB0705
 LB0705                          SUPERSEDED SURVEY CONTROL
 LB0705
 LB0705  NGVD 29 (??/??/92)  205.12   (m)          673.0    (f) COMPUTED    2 0
 LB0705
 LB0705.Superseded values are not recommended for survey control.
 LB0705
 LB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0705.See file dsdata.pdf to determine how the superseded data were derived.
 LB0705
 LB0705_MARKER: DB = BENCH MARK DISK
 LB0705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0705_SP_SET: CULVERT HEADWALL
 LB0705_STAMPING: L 120 1946
 LB0705_MARK LOGO: CGS
 LB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0705+STABILITY: SURFACE MOTION
 LB0705
 LB0705  HISTORY     - Date     Condition        Report By
 LB0705  HISTORY     - 1946     MONUMENTED       CGS
 LB0705  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0705
 LB0705                          STATION DESCRIPTION
 LB0705
 LB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0705'0.6 MI E FROM PRYMONT.
 LB0705'ABOUT 0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT PRYMONT,
 LB0705'0.1 MILE EAST OF THE JUNCTION WITH A PRIVATE ROAD LEDING SOUTH,
 LB0705'SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A
 LB0705'30-INCH PIPE CULVERT, 8.5 FEET SOUTH OF THE CENTER LINE OF THE
 LB0705'ROAD, AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK,
 LB0705'STAMPED L 120 1946.
 LB0705
 LB0705                          STATION RECOVERY (2009)
 LB0705
 LB0705'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0705'MARK NOT FOUND (NEW CULVERT)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0650 ***********************************************************************
 KA0650  DESIGNATION -  L 121
 KA0650  PID         -  KA0650
 KA0650  STATE/COUNTY-  IN/PUTNAM
 KA0650  COUNTRY     -  US
 KA0650  USGS QUAD   -  CLINTON FALLS (2019)
 KA0650
 KA0650                         *CURRENT SURVEY CONTROL
 KA0650  ______________________________________________________________________
 KA0650* NAD 83(1986) POSITION- 39 38 43.     (N) 086 53 41.     (W)   SCALED
 KA0650* NAVD 88 ORTHO HEIGHT -   218.564 (meters)      717.07  (feet) ADJUSTED
 KA0650  ______________________________________________________________________
 KA0650  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KA0650  DYNAMIC HEIGHT  -        218.440 (meters)      716.67  (feet) COMP
 KA0650  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA0650
 KA0650  VERT ORDER      -  FIRST     CLASS II
 KA0650
 KA0650.The horizontal coordinates were scaled from a map and have
 KA0650.an estimated accuracy of +/- 6 seconds.
 KA0650
 KA0650.The orthometric height was determined by differential leveling and
 KA0650.adjusted by the NATIONAL GEODETIC SURVEY
 KA0650.in June 1991.
 KA0650
 KA0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0650.GEOID18 height accuracy estimate available here.
 KA0650
 KA0650.Click photographs - Photos may exist for this station.
 KA0650
 KA0650.The dynamic height is computed by dividing the NAVD 88
 KA0650.geopotential number by the normal gravity value computed on the
 KA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0650.degrees latitude (g = 980.6199 gals.).
 KA0650
 KA0650.The modeled gravity was interpolated from observed gravity values.
 KA0650
 KA0650;                    North         East    Units  Estimated Accuracy
 KA0650;SPC IN W     -   488,150.      916,190.      MT  (+/- 180 meters Scaled)
 KA0650
 KA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ090883(NAD 83)
 KA0650
 KA0650                          SUPERSEDED SURVEY CONTROL
 KA0650
 KA0650  NGVD 29 (??/??/92)  218.679  (m)          717.45   (f) ADJ UNCH    1 2
 KA0650
 KA0650.Superseded values are not recommended for survey control.
 KA0650
 KA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0650.See file dsdata.pdf to determine how the superseded data were derived.
 KA0650
 KA0650_MARKER: DB = BENCH MARK DISK
 KA0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0650_SP_SET: COLUMN FOUNDATION
 KA0650_STAMPING: L 121 1946
 KA0650_MARK LOGO: CGS
 KA0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0650
 KA0650  HISTORY     - Date     Condition        Report By
 KA0650  HISTORY     - 1946     MONUMENTED       CGS
 KA0650  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0650
 KA0650                          STATION DESCRIPTION
 KA0650
 KA0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0650'1.6 MI SW FROM GREENCASTLE.
 KA0650'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 1.6 MILE SOUTHWEST OF
 KA0650'THE STATION AT GREENCASTLE, ABOUT 1 1/2 POLE NORTHEAST OF POLE
 KA0650'NUMBER 40/30, AT THE CONCRETE OVERPASS OF A NORTHWEST-SOUTHEAST
 KA0650'PAVED ROAD, SET HORIZONTALLY IN THE TOP OF THE CONCRETE FOUNDATION
 KA0650'OF THE SOUTHWEST COLUMN OF THE SECOND CONCRETE PIER SOUTHEAST
 KA0650'OF THE TRACKS, 27.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KA0650'EAST BOUND TRACK, ON THE WEST CORNER OF THE FOUNDATION AND ABOUT
 KA0650'3 FEET ABOVE TRACK LEVEL.  A STANDARD DISK, STAMPED L 121 1946.
 KA0650
 KA0650                          STATION RECOVERY (1985)
 KA0650
 KA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0650'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1378 ***********************************************************************
 LB1378  DESIGNATION -  L 122 RESET
 LB1378  PID         -  LB1378
 LB1378  STATE/COUNTY-  IN/BENTON
 LB1378  COUNTRY     -  US
 LB1378  USGS QUAD   -  BOSWELL (2019)
 LB1378
 LB1378                         *CURRENT SURVEY CONTROL
 LB1378  ______________________________________________________________________
 LB1378* NAD 83(1986) POSITION- 40 37 19.     (N) 087 23 40.     (W)   SCALED
 LB1378* NAVD 88 ORTHO HEIGHT -   234.26  (meters)      768.6   (feet) RESET
 LB1378  ______________________________________________________________________
 LB1378  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 LB1378  VERT ORDER      -  THIRD
 LB1378
 LB1378.The horizontal coordinates were scaled from a map and have
 LB1378.an estimated accuracy of +/- 6 seconds.
 LB1378
 LB1378.The orthometric height was computed from unverified reset data.
 LB1378
 LB1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1378.GEOID18 height accuracy estimate available here.
 LB1378
 LB1378.Click photographs - Photos may exist for this station.
 LB1378
 LB1378;                    North         East    Units  Estimated Accuracy
 LB1378;SPC IN W     -   596,620.      873,680.      MT  (+/- 180 meters Scaled)
 LB1378
 LB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666968(NAD 83)
 LB1378
 LB1378                          SUPERSEDED SURVEY CONTROL
 LB1378
 LB1378.No superseded survey control is available for this station.
 LB1378
 LB1378_MARKER: DB = BENCH MARK DISK
 LB1378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1378_SP_SET: BOX CULVERT WINGWALL
 LB1378_STAMPING: L 122 RESET 1972
 LB1378_MARK LOGO: CGS
 LB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1378+STABILITY: SURFACE MOTION
 LB1378
 LB1378  HISTORY     - Date     Condition        Report By
 LB1378  HISTORY     - 1972     MONUMENTED       INHD
 LB1378  HISTORY     - 1973     GOOD             NGS
 LB1378
 LB1378                          STATION DESCRIPTION
 LB1378
 LB1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LB1378'3.5 MI E FROM FREE.
 LB1378'ABOUT 3.5 MILES E. ALONG STATE HWY. 18 FROM THE N.Y. CENTRAL
 LB1378'R.R. STATION AT FREE, 0.55 MILE W. OF THE INTERSECTION WITH U.S.
 LB1378'HWY. 41, SET IN THE TOP OF THE S.E. WING OF 5 FT X 12 FT BOX
 LB1378'CULVERT, 22 FEET S. OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LB1378'DISK STAMPED L 122 RESET 1972.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1403 ***********************************************************************
 LB1403  DESIGNATION -  L 123
 LB1403  PID         -  LB1403
 LB1403  STATE/COUNTY-  IN/WHITE
 LB1403  COUNTRY     -  US
 LB1403  USGS QUAD   -  ROUND GROVE (2019)
 LB1403
 LB1403                         *CURRENT SURVEY CONTROL
 LB1403  ______________________________________________________________________
 LB1403* NAD 83(1986) POSITION- 40 36 21.     (N) 087 00 08.     (W)   SCALED
 LB1403* NAVD 88 ORTHO HEIGHT -   222.360 (meters)      729.53  (feet) ADJUSTED
 LB1403  ______________________________________________________________________
 LB1403  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 LB1403  DYNAMIC HEIGHT  -        222.253 (meters)      729.18  (feet) COMP
 LB1403  MODELED GRAVITY -    980,134.7   (mgal)                       NAVD 88
 LB1403
 LB1403  VERT ORDER      -  SECOND    CLASS 0
 LB1403
 LB1403.The horizontal coordinates were scaled from a map and have
 LB1403.an estimated accuracy of +/- 6 seconds.
 LB1403
 LB1403.The orthometric height was determined by differential leveling and
 LB1403.adjusted by the NATIONAL GEODETIC SURVEY
 LB1403.in June 1991.
 LB1403
 LB1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1403.GEOID18 height accuracy estimate available here.
 LB1403
 LB1403.Click photographs - Photos may exist for this station.
 LB1403
 LB1403.The dynamic height is computed by dividing the NAVD 88
 LB1403.geopotential number by the normal gravity value computed on the
 LB1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1403.degrees latitude (g = 980.6199 gals.).
 LB1403
 LB1403.The modeled gravity was interpolated from observed gravity values.
 LB1403
 LB1403;                    North         East    Units  Estimated Accuracy
 LB1403;SPC IN W     -   594,790.      906,870.      MT  (+/- 180 meters Scaled)
 LB1403
 LB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998950(NAD 83)
 LB1403
 LB1403                          SUPERSEDED SURVEY CONTROL
 LB1403
 LB1403  NGVD 29 (??/??/92)  222.445  (m)          729.81   (f) ADJ UNCH    2 0
 LB1403
 LB1403.Superseded values are not recommended for survey control.
 LB1403
 LB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1403.See file dsdata.pdf to determine how the superseded data were derived.
 LB1403
 LB1403_MARKER: DB = BENCH MARK DISK
 LB1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1403_STAMPING: L 123 1946
 LB1403_MARK LOGO: CGS
 LB1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1403+STABILITY: SURFACE MOTION
 LB1403
 LB1403  HISTORY     - Date     Condition        Report By
 LB1403  HISTORY     - 1946     MONUMENTED       CGS
 LB1403
 LB1403                          STATION DESCRIPTION
 LB1403
 LB1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1403'7.3 MI W FROM BROOKSTON.
 LB1403'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1403'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, AT THE
 LB1403'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE SOUTHWEST
 LB1403'QUARTER OF THE INTERSECTION, 49 FEET WEST OF THE CENTER LINE OF
 LB1403'THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB1403'12 FEET SOUTH OF THE SOUTH HEADWALL OF AN 18-INCH CONCRETE PIPE
 LB1403'CULVERT, 14 FEET EAST OF A TELEPHONE POLE, 89 FEET SOUTHWEST
 LB1403'AND ACROSS THE ROAD FROM REA POWER POLE NUMBER 86/AA2, 5 FEET WEST
 LB1403'OF HIGHWAY RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH THE INTERSECTION.
 LB1403'A STANDARD DISK, STAMPED L 123 1946 AND SET IN THE TOP OF A
 LB1403'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2089 ***********************************************************************
 LB2089  DESIGNATION -  L 123 RESET
 LB2089  PID         -  LB2089
 LB2089  STATE/COUNTY-  IN/WHITE
 LB2089  COUNTRY     -  US
 LB2089  USGS QUAD   -  ROUND GROVE (2019)
 LB2089
 LB2089                         *CURRENT SURVEY CONTROL
 LB2089  ______________________________________________________________________
 LB2089* NAD 83(1986) POSITION- 40 36 21.     (N) 087 00 08.     (W)   SCALED
 LB2089* NAVD 88 ORTHO HEIGHT -   222.54  (meters)      730.1   (feet) RESET
 LB2089  ______________________________________________________________________
 LB2089  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 LB2089  VERT ORDER      -  THIRD
 LB2089
 LB2089.The horizontal coordinates were scaled from a map and have
 LB2089.an estimated accuracy of +/- 6 seconds.
 LB2089
 LB2089.The orthometric height was computed from unverified reset data.
 LB2089
 LB2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2089.GEOID18 height accuracy estimate available here.
 LB2089
 LB2089.Click photographs - Photos may exist for this station.
 LB2089
 LB2089;                    North         East    Units  Estimated Accuracy
 LB2089;SPC IN W     -   594,790.      906,870.      MT  (+/- 180 meters Scaled)
 LB2089
 LB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998950(NAD 83)
 LB2089
 LB2089                          SUPERSEDED SURVEY CONTROL
 LB2089
 LB2089  NGVD 29 (08/22/16)  222.62   (m)          730.4    (f) RESET       3  
 LB2089
 LB2089.Superseded values are not recommended for survey control.
 LB2089
 LB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2089.See file dsdata.pdf to determine how the superseded data were derived.
 LB2089
 LB2089_MARKER: DV = VERTICAL CONTROL DISK
 LB2089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB2089_STAMPING: L 123 RESET 1980
 LB2089_MARK LOGO: NGS
 LB2089_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2089
 LB2089  HISTORY     - Date     Condition        Report By
 LB2089  HISTORY     - 1980     MONUMENTED       NGS
 LB2089
 LB2089                          STATION DESCRIPTION
 LB2089
 LB2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LB2089'7.3 MI WEST FROM BROOKSTON.
 LB2089'1.55 MILES EAST ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH U.S.
 LB2089'HIGHWAY 231, WHICH IS ABOUT 7.0 MILES WEST OF BROOKSTON, THENCE 0.05
 LB2089'MILE SOUTH ALONG GRAVELED ROAD, 23 FEET WEST OF CENTERLINE OF GRAVELED
 LB2089'ROAD, 2.0 FEET NORTH OF A POWERLINE POLE, IN TOP OF AN 3 FOOT ALUMINUM
 LB2089'POST.
 LB2089'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LB2089'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1116 ***********************************************************************
 LB1116  DESIGNATION -  L 125
 LB1116  PID         -  LB1116
 LB1116  STATE/COUNTY-  IN/WHITE
 LB1116  COUNTRY     -  US
 LB1116  USGS QUAD   -  BROOKSTON (2019)
 LB1116
 LB1116                         *CURRENT SURVEY CONTROL
 LB1116  ______________________________________________________________________
 LB1116* NAD 83(1986) POSITION- 40 35 52.     (N) 086 52 04.     (W)   SCALED
 LB1116* NAVD 88 ORTHO HEIGHT -   206.139 (meters)      676.31  (feet) ADJUSTED
 LB1116  ______________________________________________________________________
 LB1116  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LB1116  DYNAMIC HEIGHT  -        206.041 (meters)      675.99  (feet) COMP
 LB1116  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 LB1116
 LB1116  VERT ORDER      -  SECOND    CLASS 0
 LB1116
 LB1116.The horizontal coordinates were scaled from a map and have
 LB1116.an estimated accuracy of +/- 6 seconds.
 LB1116
 LB1116.The orthometric height was determined by differential leveling and
 LB1116.adjusted by the NATIONAL GEODETIC SURVEY
 LB1116.in June 1991.
 LB1116
 LB1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1116.GEOID18 height accuracy estimate available here.
 LB1116
 LB1116.Click photographs - Photos may exist for this station.
 LB1116
 LB1116.The dynamic height is computed by dividing the NAVD 88
 LB1116.geopotential number by the normal gravity value computed on the
 LB1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1116.degrees latitude (g = 980.6199 gals.).
 LB1116
 LB1116.The modeled gravity was interpolated from observed gravity values.
 LB1116
 LB1116;                    North         East    Units  Estimated Accuracy
 LB1116;SPC IN W     -   593,920.      918,250.      MT  (+/- 180 meters Scaled)
 LB1116
 LB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK111941(NAD 83)
 LB1116
 LB1116                          SUPERSEDED SURVEY CONTROL
 LB1116
 LB1116  NGVD 29 (??/??/92)  206.234  (m)          676.62   (f) ADJ UNCH    2 0
 LB1116
 LB1116.Superseded values are not recommended for survey control.
 LB1116
 LB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1116.See file dsdata.pdf to determine how the superseded data were derived.
 LB1116
 LB1116_MARKER: DB = BENCH MARK DISK
 LB1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1116_SP_SET: BUILDING
 LB1116_STAMPING: L 125 1946
 LB1116_MARK LOGO: CGS
 LB1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1116
 LB1116  HISTORY     - Date     Condition        Report By
 LB1116  HISTORY     - 1946     MONUMENTED       CGS
 LB1116
 LB1116                          STATION DESCRIPTION
 LB1116
 LB1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1116'AT BROOKSTON.
 LB1116'AT BROOKSTON, ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO,
 LB1116'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION, SET
 LB1116'VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE
 LB1116'PRAIRIE TOWNSHIP SCHOOL BUILDING, 1.2 FOOT WEST OF THE CORNER
 LB1116'AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 125
 LB1116'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1059 ***********************************************************************
 LB1059  DESIGNATION -  L 126
 LB1059  PID         -  LB1059
 LB1059  STATE/COUNTY-  IN/WHITE
 LB1059  COUNTRY     -  US
 LB1059  USGS QUAD   -  BUFFALO (2019)
 LB1059
 LB1059                         *CURRENT SURVEY CONTROL
 LB1059  ______________________________________________________________________
 LB1059* NAD 83(1986) POSITION- 40 52 59.     (N) 086 43 01.     (W)   SCALED
 LB1059* NAVD 88 ORTHO HEIGHT -   207.125 (meters)      679.54  (feet) ADJUSTED
 LB1059  ______________________________________________________________________
 LB1059  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 LB1059  DYNAMIC HEIGHT  -        207.033 (meters)      679.24  (feet) COMP
 LB1059  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 LB1059
 LB1059  VERT ORDER      -  SECOND    CLASS 0
 LB1059
 LB1059.The horizontal coordinates were scaled from a map and have
 LB1059.an estimated accuracy of +/- 6 seconds.
 LB1059
 LB1059.The orthometric height was determined by differential leveling and
 LB1059.adjusted by the NATIONAL GEODETIC SURVEY
 LB1059.in June 1991.
 LB1059
 LB1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1059.GEOID18 height accuracy estimate available here.
 LB1059
 LB1059.Click photographs - Photos may exist for this station.
 LB1059
 LB1059.The dynamic height is computed by dividing the NAVD 88
 LB1059.geopotential number by the normal gravity value computed on the
 LB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1059.degrees latitude (g = 980.6199 gals.).
 LB1059
 LB1059.The modeled gravity was interpolated from observed gravity values.
 LB1059
 LB1059;                    North         East    Units  Estimated Accuracy
 LB1059;SPC IN W     -   625,640.      930,880.      MT  (+/- 180 meters Scaled)
 LB1059
 LB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL238258(NAD 83)
 LB1059
 LB1059                          SUPERSEDED SURVEY CONTROL
 LB1059
 LB1059  NGVD 29 (??/??/92)  207.228  (m)          679.88   (f) ADJ UNCH    2 0
 LB1059
 LB1059.Superseded values are not recommended for survey control.
 LB1059
 LB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1059.See file dsdata.pdf to determine how the superseded data were derived.
 LB1059
 LB1059_MARKER: DB = BENCH MARK DISK
 LB1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1059_STAMPING: L 126 1946
 LB1059_MARK LOGO: CGS
 LB1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1059+STABILITY: SURFACE MOTION
 LB1059
 LB1059  HISTORY     - Date     Condition        Report By
 LB1059  HISTORY     - 1946     MONUMENTED       CGS
 LB1059
 LB1059                          STATION DESCRIPTION
 LB1059
 LB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1059'1.7 MI E FROM BUFFALO.
 LB1059'ABOUT 1.7 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1059'BUILDING AT BUFFALO, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1059'GRAVEL ROAD, 135 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LB1059'ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 LB1059'WEST OF A TELEPHONE POLE, 2 FEET LOWER THAN HIGHWAY LEVEL, AND
 LB1059'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0936 ***********************************************************************
 LB0936  DESIGNATION -  L 127
 LB0936  PID         -  LB0936
 LB0936  STATE/COUNTY-  IN/WHITE
 LB0936  COUNTRY     -  US
 LB0936  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0936
 LB0936                         *CURRENT SURVEY CONTROL
 LB0936  ______________________________________________________________________
 LB0936* NAD 83(1986) POSITION- 40 46 24.     (N) 086 35 52.     (W)   SCALED
 LB0936* NAVD 88 ORTHO HEIGHT -   218.698 (meters)      717.51  (feet) ADJUSTED
 LB0936  ______________________________________________________________________
 LB0936  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 LB0936  DYNAMIC HEIGHT  -        218.598 (meters)      717.18  (feet) COMP
 LB0936  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 LB0936
 LB0936  VERT ORDER      -  SECOND    CLASS 0
 LB0936
 LB0936.The horizontal coordinates were scaled from a map and have
 LB0936.an estimated accuracy of +/- 6 seconds.
 LB0936
 LB0936.The orthometric height was determined by differential leveling and
 LB0936.adjusted by the NATIONAL GEODETIC SURVEY
 LB0936.in June 1991.
 LB0936
 LB0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0936.GEOID18 height accuracy estimate available here.
 LB0936
 LB0936.Click photographs - Photos may exist for this station.
 LB0936
 LB0936.The dynamic height is computed by dividing the NAVD 88
 LB0936.geopotential number by the normal gravity value computed on the
 LB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0936.degrees latitude (g = 980.6199 gals.).
 LB0936
 LB0936.The modeled gravity was interpolated from observed gravity values.
 LB0936
 LB0936;                    North         East    Units  Estimated Accuracy
 LB0936;SPC IN W     -   613,500.      940,990.      MT  (+/- 180 meters Scaled)
 LB0936
 LB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL339136(NAD 83)
 LB0936
 LB0936                          SUPERSEDED SURVEY CONTROL
 LB0936
 LB0936  NGVD 29 (??/??/92)  218.806  (m)          717.87   (f) ADJ UNCH    2 0
 LB0936
 LB0936.Superseded values are not recommended for survey control.
 LB0936
 LB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0936.See file dsdata.pdf to determine how the superseded data were derived.
 LB0936
 LB0936_MARKER: DB = BENCH MARK DISK
 LB0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0936_STAMPING: L 127 1946
 LB0936_MARK LOGO: CGS
 LB0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0936+STABILITY: SURFACE MOTION
 LB0936
 LB0936  HISTORY     - Date     Condition        Report By
 LB0936  HISTORY     - 1946     MONUMENTED       CGS
 LB0936
 LB0936                          STATION DESCRIPTION
 LB0936
 LB0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0936'1 MI N FROM BURNETTSVILLE.
 LB0936'ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB0936'RAILROAD STATION AT BURNETTSVILLE, THENCE 0.8 MILE NORTH ALONG A
 LB0936'GRAVEL ROAD, ABOUT 100 YARDS NORTH OF A RIGHT-ANGLE TURN WITH
 LB0936'TANGENTS EXTENDING EAST AND NORTH, 150 FEET SOUTHWEST OF THE
 LB0936'SOUTHWEST CORNER OF A 2-STORY FARM HOUSE, 17 FEET EAST OF THE
 LB0936'CENTER LINE OF THE ROAD, 22 FEET SOUTH OF A 20-INCH WALNUT TREE,
 LB0936'1 1/2 FOOT EAST OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN ROAD
 LB0936'LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LB0936'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0656 ***********************************************************************
 ME0656  DESIGNATION -  L 128
 ME0656  PID         -  ME0656
 ME0656  STATE/COUNTY-  IN/PULASKI
 ME0656  COUNTRY     -  US
 ME0656  USGS QUAD   -  RIPLEY (2019)
 ME0656
 ME0656                         *CURRENT SURVEY CONTROL
 ME0656  ______________________________________________________________________
 ME0656* NAD 83(1986) POSITION- 41 02 27.     (N) 086 43 09.     (W)   SCALED
 ME0656* NAVD 88 ORTHO HEIGHT -   215.209 (meters)      706.06  (feet) ADJUSTED
 ME0656  ______________________________________________________________________
 ME0656  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME0656  DYNAMIC HEIGHT  -        215.117 (meters)      705.76  (feet) COMP
 ME0656  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 ME0656
 ME0656  VERT ORDER      -  SECOND    CLASS 0
 ME0656
 ME0656.The horizontal coordinates were scaled from a map and have
 ME0656.an estimated accuracy of +/- 6 seconds.
 ME0656
 ME0656.The orthometric height was determined by differential leveling and
 ME0656.adjusted by the NATIONAL GEODETIC SURVEY
 ME0656.in June 1991.
 ME0656
 ME0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0656.GEOID18 height accuracy estimate available here.
 ME0656
 ME0656.Click photographs - Photos may exist for this station.
 ME0656
 ME0656.The dynamic height is computed by dividing the NAVD 88
 ME0656.geopotential number by the normal gravity value computed on the
 ME0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0656.degrees latitude (g = 980.6199 gals.).
 ME0656
 ME0656.The modeled gravity was interpolated from observed gravity values.
 ME0656
 ME0656;                    North         East    Units  Estimated Accuracy
 ME0656;SPC IN W     -   643,160.      930,620.      MT  (+/- 180 meters Scaled)
 ME0656
 ME0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236433(NAD 83)
 ME0656
 ME0656                          SUPERSEDED SURVEY CONTROL
 ME0656
 ME0656  NGVD 29 (??/??/92)  215.327  (m)          706.45   (f) ADJ UNCH    2 0
 ME0656
 ME0656.Superseded values are not recommended for survey control.
 ME0656
 ME0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0656.See file dsdata.pdf to determine how the superseded data were derived.
 ME0656
 ME0656_MARKER: DB = BENCH MARK DISK
 ME0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0656_STAMPING: L 128 1946
 ME0656_MARK LOGO: CGS
 ME0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0656+STABILITY: SURFACE MOTION
 ME0656
 ME0656  HISTORY     - Date     Condition        Report By
 ME0656  HISTORY     - 1946     MONUMENTED       CGS
 ME0656
 ME0656                          STATION DESCRIPTION
 ME0656
 ME0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0656'7.5 MI NW FROM PULASKI.
 ME0656'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL AT
 ME0656'PULASKI, THENCE 4.5 MILES NORTH ALONG A GRAVEL ROAD, 1.0 MILE
 ME0656'SOUTH OF THE INTERSECTION WITH STATE HIGHWAY 14, AT THE INTERSECTION
 ME0656'WITH AN EAST-WEST GRAVEL ROAD, AT THE NORTHEAST CORNER OF A FRAME
 ME0656'SCHOOL BUILDING, 37 FEET NORTH OF A WELL PUMP, 34 FEET WEST OF THE
 ME0656'CENTER LINE OF THE NORTH-SOUTH ROAD, 45 FEET NORTHWEST OF A 36-INCH
 ME0656'OAK TREE, 4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 ME0656'BUILDING, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ME0656'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS
 ME0656'ABOUT 8.15 MILES SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0656'AT DENHAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1143 ***********************************************************************
 LB1143  DESIGNATION -  L 129
 LB1143  PID         -  LB1143
 LB1143  STATE/COUNTY-  IN/PULASKI
 LB1143  COUNTRY     -  US
 LB1143  USGS QUAD   -  MONON NE (2019)
 LB1143
 LB1143                         *CURRENT SURVEY CONTROL
 LB1143  ______________________________________________________________________
 LB1143* NAD 83(1986) POSITION- 40 58 40.     (N) 086 48 15.     (W)   SCALED
 LB1143* NAVD 88 ORTHO HEIGHT -   214.631 (meters)      704.17  (feet) ADJUSTED
 LB1143  ______________________________________________________________________
 LB1143  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 LB1143  DYNAMIC HEIGHT  -        214.537 (meters)      703.86  (feet) COMP
 LB1143  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 LB1143
 LB1143  VERT ORDER      -  SECOND    CLASS 0
 LB1143
 LB1143.The horizontal coordinates were scaled from a map and have
 LB1143.an estimated accuracy of +/- 6 seconds.
 LB1143
 LB1143.The orthometric height was determined by differential leveling and
 LB1143.adjusted by the NATIONAL GEODETIC SURVEY
 LB1143.in June 1991.
 LB1143
 LB1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1143.GEOID18 height accuracy estimate available here.
 LB1143
 LB1143.Click photographs - Photos may exist for this station.
 LB1143
 LB1143.The dynamic height is computed by dividing the NAVD 88
 LB1143.geopotential number by the normal gravity value computed on the
 LB1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1143.degrees latitude (g = 980.6199 gals.).
 LB1143
 LB1143.The modeled gravity was interpolated from observed gravity values.
 LB1143
 LB1143;                    North         East    Units  Estimated Accuracy
 LB1143;SPC IN W     -   636,130.      923,500.      MT  (+/- 180 meters Scaled)
 LB1143
 LB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL164363(NAD 83)
 LB1143
 LB1143                          SUPERSEDED SURVEY CONTROL
 LB1143
 LB1143  NGVD 29 (??/??/92)  214.730  (m)          704.49   (f) ADJ UNCH    2 0
 LB1143
 LB1143.Superseded values are not recommended for survey control.
 LB1143
 LB1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1143.See file dsdata.pdf to determine how the superseded data were derived.
 LB1143
 LB1143_MARKER: DB = BENCH MARK DISK
 LB1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1143_STAMPING: L 129 1946
 LB1143_MARK LOGO: CGS
 LB1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1143+STABILITY: SURFACE MOTION
 LB1143
 LB1143  HISTORY     - Date     Condition        Report By
 LB1143  HISTORY     - 1946     MONUMENTED       CGS
 LB1143
 LB1143                          STATION DESCRIPTION
 LB1143
 LB1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1143'4.6 MI E FROM FRANCESVILLE.
 LB1143'ABOUT 4.55 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB1143'FRANCESVILLE, AT A RIGHT-ANGLE TURN IN THE MAIN ROAD AND THE
 LB1143'JUNCTION WITH A DIRT ROAD LEADING SOUTH, ON THE WEST SIDE OF THE
 LB1143'JUNCTION, 20 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB1143'ROAD, 26 FEET NORTH OF THE ENTENDED CENTER LINE OF THE ROAD
 LB1143'LEADING EAST, 31 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ORCHARD
 LB1143'FENCE, 35 FEET NORTH OF THE CENTER LINE OF A DIRT DRIVEWAY
 LB1143'LEADING WEST TO THE JOHN M. SMITH FARM, ABOUT LEVEL WITH THE
 LB1143'JUNCTION, 3 FEET NORTHWEST OF AN REA POWER POLE, AND SET IN THE
 LB1143'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0391 ***********************************************************************
 KA0391  DESIGNATION -  L 13
 KA0391  PID         -  KA0391
 KA0391  STATE/COUNTY-  IN/MORGAN
 KA0391  COUNTRY     -  US
 KA0391  USGS QUAD   -  PARAGON (2019)
 KA0391
 KA0391                         *CURRENT SURVEY CONTROL
 KA0391  ______________________________________________________________________
 KA0391* NAD 83(1986) POSITION- 39 22 43.92   (N) 086 36 22.09   (W)   HD_HELD1
 KA0391* NAVD 88 ORTHO HEIGHT -   174.128 (meters)      571.28  (feet) ADJUSTED
 KA0391  ______________________________________________________________________
 KA0391  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KA0391  DYNAMIC HEIGHT  -        174.027 (meters)      570.95  (feet) COMP
 KA0391  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 KA0391
 KA0391  VERT ORDER      -  FIRST     CLASS II
 KA0391
 KA0391.The horizontal coordinates were determined by differentially corrected
 KA0391.hand held GPS observations or other comparable positioning techniques
 KA0391.and have an estimated accuracy of +/- 3 meters.
 KA0391
 KA0391.The orthometric height was determined by differential leveling and
 KA0391.adjusted by the NATIONAL GEODETIC SURVEY
 KA0391.in June 1991.
 KA0391
 KA0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0391.GEOID18 height accuracy estimate available here.
 KA0391
 KA0391.Click photographs - Photos may exist for this station.
 KA0391
 KA0391.The dynamic height is computed by dividing the NAVD 88
 KA0391.geopotential number by the normal gravity value computed on the
 KA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0391.degrees latitude (g = 980.6199 gals.).
 KA0391
 KA0391.The modeled gravity was interpolated from observed gravity values.
 KA0391
 KA0391;                    North         East    Units  Estimated Accuracy
 KA0391;SPC IN W     -   458,665.0     941,115.2     MT  (+/- 3 meters HH1 GPS) 
 KA0391
 KA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3392258895(NAD 83)
 KA0391
 KA0391                          SUPERSEDED SURVEY CONTROL
 KA0391
 KA0391  NGVD 29 (??/??/92)  174.256  (m)          571.70   (f) ADJ UNCH    1 2
 KA0391
 KA0391.Superseded values are not recommended for survey control.
 KA0391
 KA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0391.See file dsdata.pdf to determine how the superseded data were derived.
 KA0391
 KA0391_MARKER: DB = BENCH MARK DISK
 KA0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0391_STAMPING: 571.705 L 13 1930
 KA0391_MARK LOGO: CGS
 KA0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0391+STABILITY: SURFACE MOTION
 KA0391
 KA0391  HISTORY     - Date     Condition        Report By
 KA0391  HISTORY     - 1930     MONUMENTED       CGS
 KA0391  HISTORY     - 1944     GOOD             CGS
 KA0391
 KA0391                          STATION DESCRIPTION
 KA0391
 KA0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0391'AT WHITAKER.
 KA0391'AT WHITAKER, MORGAN COUNTY, ON THE PENNSYLVANIA RAILROAD, 48
 KA0391'FEET EAST OF MILEPOST 41, AND 10.7 FEET SOUTH OF THE SOUTH RAIL.
 KA0391'A STANDARD DISK, STAMPED 571.705 L 13 1930 AND SET IN THE TOP
 KA0391'OF A CONCRETE POST PROJECTING ABOUT 5-1/2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0718 ***********************************************************************
 ME0718  DESIGNATION -  L 130
 ME0718  PID         -  ME0718
 ME0718  STATE/COUNTY-  IN/PULASKI
 ME0718  COUNTRY     -  US
 ME0718  USGS QUAD   -  RIPLEY (2019)
 ME0718
 ME0718                         *CURRENT SURVEY CONTROL
 ME0718  ______________________________________________________________________
 ME0718* NAD 83(1986) POSITION- 41 05 04.     (N) 086 40 46.     (W)   SCALED
 ME0718* NAVD 88 ORTHO HEIGHT -   217.811 (meters)      714.60  (feet) ADJUSTED
 ME0718  ______________________________________________________________________
 ME0718  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 ME0718  DYNAMIC HEIGHT  -        217.718 (meters)      714.30  (feet) COMP
 ME0718  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 ME0718
 ME0718  VERT ORDER      -  SECOND    CLASS 0
 ME0718
 ME0718.The horizontal coordinates were scaled from a map and have
 ME0718.an estimated accuracy of +/- 6 seconds.
 ME0718
 ME0718.The orthometric height was determined by differential leveling and
 ME0718.adjusted by the NATIONAL GEODETIC SURVEY
 ME0718.in June 1991.
 ME0718
 ME0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0718.GEOID18 height accuracy estimate available here.
 ME0718
 ME0718.Click photographs - Photos may exist for this station.
 ME0718
 ME0718.The dynamic height is computed by dividing the NAVD 88
 ME0718.geopotential number by the normal gravity value computed on the
 ME0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0718.degrees latitude (g = 980.6199 gals.).
 ME0718
 ME0718.The modeled gravity was interpolated from observed gravity values.
 ME0718
 ME0718;                    North         East    Units  Estimated Accuracy
 ME0718;SPC IN W     -   648,010.      933,940.      MT  (+/- 180 meters Scaled)
 ME0718
 ME0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269481(NAD 83)
 ME0718
 ME0718                          SUPERSEDED SURVEY CONTROL
 ME0718
 ME0718  NGVD 29 (??/??/92)  217.926  (m)          714.98   (f) ADJ UNCH    2 0
 ME0718
 ME0718.Superseded values are not recommended for survey control.
 ME0718
 ME0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0718.See file dsdata.pdf to determine how the superseded data were derived.
 ME0718
 ME0718_MARKER: DB = BENCH MARK DISK
 ME0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0718_STAMPING: L 130 1946
 ME0718_MARK LOGO: CGS
 ME0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0718+STABILITY: SURFACE MOTION
 ME0718
 ME0718  HISTORY     - Date     Condition        Report By
 ME0718  HISTORY     - 1946     MONUMENTED       CGS
 ME0718  HISTORY     - 1969     GOOD             CGS
 ME0718  HISTORY     - 1989     GOOD             USPSQD
 ME0718
 ME0718                          STATION DESCRIPTION
 ME0718
 ME0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0718'6.4 MI NW FROM WINAMAC.
 ME0718'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0718'HOUSE AT WINAMAC, THENCE 4.0 MILES WEST ALONG A GRAVEL ROAD,
 ME0718'AT THE JUNCTION WITH A DIRT ROAD LEADING NORTH, 58 FEET EAST
 ME0718'OF THE CENTER LINE OF THE DIRT ROAD, 22 FEET NORTH OF THE
 ME0718'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET SOUTHWEST OF A 4-INCH
 ME0718'WALNUT TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 ME0718'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 ME0718'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- IT
 ME0718'IS 1 FOOT WEST OF A METAL WITNESS POST AND 10 FEET WEST OF A POWER
 ME0718'POLE.
 ME0718
 ME0718                          STATION RECOVERY (1969)
 ME0718
 ME0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0718'RECOVERED IN GOOD CONDITION.
 ME0718
 ME0718                          STATION RECOVERY (1989)
 ME0718
 ME0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDF)
 ME0718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0049 ***********************************************************************
 LB0049  DESIGNATION -  L 131
 LB0049  PID         -  LB0049
 LB0049  STATE/COUNTY-  IN/CASS
 LB0049  COUNTRY     -  US
 LB0049  USGS QUAD   -  LUCERNE (2019)
 LB0049
 LB0049                         *CURRENT SURVEY CONTROL
 LB0049  ______________________________________________________________________
 LB0049* NAD 83(1986) POSITION- 40 49 38.     (N) 086 22 52.     (W)   SCALED
 LB0049* NAVD 88 ORTHO HEIGHT -   228.598 (meters)      749.99  (feet) ADJUSTED
 LB0049  ______________________________________________________________________
 LB0049  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 LB0049  DYNAMIC HEIGHT  -        228.491 (meters)      749.64  (feet) COMP
 LB0049  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LB0049
 LB0049  VERT ORDER      -  SECOND    CLASS 0
 LB0049
 LB0049.The horizontal coordinates were scaled from a map and have
 LB0049.an estimated accuracy of +/- 6 seconds.
 LB0049
 LB0049.The orthometric height was determined by differential leveling and
 LB0049.adjusted by the NATIONAL GEODETIC SURVEY
 LB0049.in June 1991.
 LB0049
 LB0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0049.GEOID18 height accuracy estimate available here.
 LB0049
 LB0049.Click photographs - Photos may exist for this station.
 LB0049
 LB0049.The dynamic height is computed by dividing the NAVD 88
 LB0049.geopotential number by the normal gravity value computed on the
 LB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0049.degrees latitude (g = 980.6199 gals.).
 LB0049
 LB0049.The modeled gravity was interpolated from observed gravity values.
 LB0049
 LB0049;                    North         East    Units  Estimated Accuracy
 LB0049;SPC IN E     -   619,620.       39,740.      MT  (+/- 180 meters Scaled)
 LB0049
 LB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL521197(NAD 83)
 LB0049
 LB0049                          SUPERSEDED SURVEY CONTROL
 LB0049
 LB0049  NGVD 29 (??/??/92)  228.708  (m)          750.35   (f) ADJ UNCH    2 0
 LB0049
 LB0049.Superseded values are not recommended for survey control.
 LB0049
 LB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0049.See file dsdata.pdf to determine how the superseded data were derived.
 LB0049
 LB0049_MARKER: DB = BENCH MARK DISK
 LB0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0049_STAMPING: L 131 1946
 LB0049_MARK LOGO: CGS
 LB0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0049+STABILITY: SURFACE MOTION
 LB0049
 LB0049  HISTORY     - Date     Condition        Report By
 LB0049  HISTORY     - 1946     MONUMENTED       CGS
 LB0049  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0049
 LB0049                          STATION DESCRIPTION
 LB0049
 LB0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0049'3 MI S FROM LUCERNE.
 LB0049'3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0049'AT LUCERNE, 0.3 MILE NORTH OF MILEPOST 121, AT A FARM ROAD
 LB0049'CROSSING, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LB0049'TRACK, 10 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 5.5 FEET
 LB0049'NORTHWEST OF A GATE POST, 2.5 FEET SOUTHWEST OF A FENCE LINE,
 LB0049'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 LB0049'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LB0049'4 INCHES.
 LB0049
 LB0049                          STATION RECOVERY (2017)
 LB0049
 LB0049'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0049'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0335 ***********************************************************************
 ME0335  DESIGNATION -  L 132
 ME0335  PID         -  ME0335
 ME0335  STATE/COUNTY-  IN/FULTON
 ME0335  COUNTRY     -  US
 ME0335  USGS QUAD   -  KEWANNA (2019)
 ME0335
 ME0335                         *CURRENT SURVEY CONTROL
 ME0335  ______________________________________________________________________
 ME0335* NAD 83(1986) POSITION- 41 00 25.     (N) 086 24 27.     (W)   SCALED
 ME0335* NAVD 88 ORTHO HEIGHT -   236.232 (meters)      775.04  (feet) ADJUSTED
 ME0335  ______________________________________________________________________
 ME0335  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 ME0335  DYNAMIC HEIGHT  -        236.132 (meters)      774.71  (feet) COMP
 ME0335  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 ME0335
 ME0335  VERT ORDER      -  SECOND    CLASS 0
 ME0335
 ME0335.The horizontal coordinates were scaled from a map and have
 ME0335.an estimated accuracy of +/- 6 seconds.
 ME0335
 ME0335.The orthometric height was determined by differential leveling and
 ME0335.adjusted by the NATIONAL GEODETIC SURVEY
 ME0335.in June 1991.
 ME0335
 ME0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0335.GEOID18 height accuracy estimate available here.
 ME0335
 ME0335.Click photographs - Photos may exist for this station.
 ME0335
 ME0335.The dynamic height is computed by dividing the NAVD 88
 ME0335.geopotential number by the normal gravity value computed on the
 ME0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0335.degrees latitude (g = 980.6199 gals.).
 ME0335
 ME0335.The modeled gravity was interpolated from observed gravity values.
 ME0335
 ME0335;                    North         East    Units  Estimated Accuracy
 ME0335;SPC IN E     -   639,590.       37,680.      MT  (+/- 180 meters Scaled)
 ME0335
 ME0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL498396(NAD 83)
 ME0335
 ME0335                          SUPERSEDED SURVEY CONTROL
 ME0335
 ME0335  NGVD 29 (??/??/92)  236.356  (m)          775.44   (f) ADJ UNCH    2 0
 ME0335
 ME0335.Superseded values are not recommended for survey control.
 ME0335
 ME0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0335.See file dsdata.pdf to determine how the superseded data were derived.
 ME0335
 ME0335_MARKER: DB = BENCH MARK DISK
 ME0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0335_STAMPING: L 132 1946
 ME0335_MARK LOGO: CGS
 ME0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0335+STABILITY: SURFACE MOTION
 ME0335
 ME0335  HISTORY     - Date     Condition        Report By
 ME0335  HISTORY     - 1946     MONUMENTED       CGS
 ME0335
 ME0335                          STATION DESCRIPTION
 ME0335
 ME0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0335'0.8 MI S FROM KEWANNA.
 ME0335'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0335'STATION AT KEWANNA, 206 FEET NORTHEAST OF MILEPOST 134, AT A
 ME0335'FARM ROAD CROSSING, 44.3 FEET EAST OF THE EAST RAIL OF THE TRACK,
 ME0335'15 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 3 FEET WEST
 ME0335'OF THE EAST RIGHT-OF-WAY FENCE LINE, ABOUT 3 FEET BELOW THE
 ME0335'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME0335'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0629 ***********************************************************************
 ME0629  DESIGNATION -  L 133
 ME0629  PID         -  ME0629
 ME0629  STATE/COUNTY-  IN/STARKE
 ME0629  COUNTRY     -  US
 ME0629  USGS QUAD   -  KNOX EAST (2019)
 ME0629
 ME0629                         *CURRENT SURVEY CONTROL
 ME0629  ______________________________________________________________________
 ME0629* NAD 83(1986) POSITION- 41 21 31.     (N) 086 31 27.     (W)   SCALED
 ME0629* NAVD 88 ORTHO HEIGHT -   217.607 (meters)      713.93  (feet) ADJUSTED
 ME0629  ______________________________________________________________________
 ME0629  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0629  DYNAMIC HEIGHT  -        217.519 (meters)      713.64  (feet) COMP
 ME0629  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 ME0629
 ME0629  VERT ORDER      -  FIRST     CLASS II
 ME0629
 ME0629.The horizontal coordinates were scaled from a map and have
 ME0629.an estimated accuracy of +/- 6 seconds.
 ME0629
 ME0629.The orthometric height was determined by differential leveling and
 ME0629.adjusted by the NATIONAL GEODETIC SURVEY
 ME0629.in April 1995.
 ME0629
 ME0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0629.GEOID18 height accuracy estimate available here.
 ME0629
 ME0629.Click photographs - Photos may exist for this station.
 ME0629
 ME0629.The dynamic height is computed by dividing the NAVD 88
 ME0629.geopotential number by the normal gravity value computed on the
 ME0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0629.degrees latitude (g = 980.6199 gals.).
 ME0629
 ME0629.The modeled gravity was interpolated from observed gravity values.
 ME0629
 ME0629;                    North         East    Units  Estimated Accuracy
 ME0629;SPC IN W     -   678,530.      946,790.      MT  (+/- 180 meters Scaled)
 ME0629
 ME0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398786(NAD 83)
 ME0629
 ME0629                          SUPERSEDED SURVEY CONTROL
 ME0629
 ME0629  NAVD 88 (06/15/91)  217.582  (m)          713.85   (f) SUPERSEDED  1 2
 ME0629  NGVD 29 (01/19/93)  217.717  (m)          714.29   (f) ADJUSTED    1 2
 ME0629  NGVD 29 (??/??/92)  217.717  (m)          714.29   (f) SUPERSEDED  1 2
 ME0629
 ME0629.Superseded values are not recommended for survey control.
 ME0629
 ME0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0629.See file dsdata.pdf to determine how the superseded data were derived.
 ME0629
 ME0629_MARKER: DB = BENCH MARK DISK
 ME0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0629_STAMPING: L 133 1946
 ME0629_MARK LOGO: CGS
 ME0629_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0629+STABILITY: SURFACE MOTION
 ME0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0629+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0629
 ME0629  HISTORY     - Date     Condition        Report By
 ME0629  HISTORY     - 1946     MONUMENTED       CGS
 ME0629  HISTORY     - 1988     GOOD             USPSQD
 ME0629  HISTORY     - 1989     GOOD             USPSQD
 ME0629  HISTORY     - 19900306 GOOD             LOCSUR
 ME0629  HISTORY     - 19920907 GOOD             NGS
 ME0629  HISTORY     - 20110624 GOOD             GEOCAC
 ME0629
 ME0629                          STATION DESCRIPTION
 ME0629
 ME0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0629'1.9 MI SW FROM GROVERTOWN.
 ME0629'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0629'GRADE CROSSING AT GROVERTOWN, THENCE 1.0 MILE SOUTH ALONG A
 ME0629'PAVED ROAD, ABOUT 0.15 MILE SOUTH OF AN EAST-WEST GRAVEL ROAD
 ME0629'INTERSECTION, 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ME0629'HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 60 FEET NORTH
 ME0629'OF THE CENTER LINE OF A DRIVEWAY, 3 FEET SOUTHEAST OF A POWER
 ME0629'LINE POLE, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 ME0629'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0629'INCHES.
 ME0629
 ME0629                          STATION RECOVERY (1988)
 ME0629
 ME0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0629'RECOVERED IN GOOD CONDITION.
 ME0629
 ME0629                          STATION RECOVERY (1989)
 ME0629
 ME0629'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 ME0629'RECOVERED IN GOOD CONDITION.
 ME0629
 ME0629                          STATION RECOVERY (1990)
 ME0629
 ME0629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (PJ)
 ME0629'RECOVERED IN GOOD CONDITION.
 ME0629
 ME0629                          STATION RECOVERY (1992)
 ME0629
 ME0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0629'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0629'HAMLET, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0629'THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG COUNTY ROAD 900 EAST, 185.6 M
 ME0629'(608.9 FT) SOUTH OF THE CENTER OF COUNTY ROAD 400 NORTH, 23.6 M
 ME0629'(77.4 FT) SOUTH OF A UTILITY POLE, 11.5 M (37.7 FT) SOUTH OF THE
 ME0629'CENTER OF A DRIVEWAY, 6.7 M (22.0 FT) WEST OF AND LEVEL WITH THE ROAD
 ME0629'CENTER, 0.7 M (2.3 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX, AND THE
 ME0629'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 ME0629
 ME0629                          STATION RECOVERY (2011)
 ME0629
 ME0629'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0753 ***********************************************************************
 ME0753  DESIGNATION -  L 134
 ME0753  PID         -  ME0753
 ME0753  STATE/COUNTY-  IN/PULASKI
 ME0753  COUNTRY     -  US
 ME0753  USGS QUAD   -  BASS LAKE (2019)
 ME0753
 ME0753                         *CURRENT SURVEY CONTROL
 ME0753  ______________________________________________________________________
 ME0753* NAD 83(1986) POSITION- 41 07 41.     (N) 086 35 14.     (W)   SCALED
 ME0753* NAVD 88 ORTHO HEIGHT -   216.483 (meters)      710.24  (feet) ADJUSTED
 ME0753  ______________________________________________________________________
 ME0753  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME0753  DYNAMIC HEIGHT  -        216.391 (meters)      709.94  (feet) COMP
 ME0753  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 ME0753
 ME0753  VERT ORDER      -  SECOND    CLASS 0
 ME0753
 ME0753.The horizontal coordinates were scaled from a map and have
 ME0753.an estimated accuracy of +/- 6 seconds.
 ME0753
 ME0753.The orthometric height was determined by differential leveling and
 ME0753.adjusted by the NATIONAL GEODETIC SURVEY
 ME0753.in June 1991.
 ME0753
 ME0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0753.GEOID18 height accuracy estimate available here.
 ME0753
 ME0753.Click photographs - Photos may exist for this station.
 ME0753
 ME0753.The dynamic height is computed by dividing the NAVD 88
 ME0753.geopotential number by the normal gravity value computed on the
 ME0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0753.degrees latitude (g = 980.6199 gals.).
 ME0753
 ME0753.The modeled gravity was interpolated from observed gravity values.
 ME0753
 ME0753;                    North         East    Units  Estimated Accuracy
 ME0753;SPC IN W     -   652,900.      941,660.      MT  (+/- 180 meters Scaled)
 ME0753
 ME0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL346530(NAD 83)
 ME0753
 ME0753                          SUPERSEDED SURVEY CONTROL
 ME0753
 ME0753  NGVD 29 (??/??/92)  216.598  (m)          710.62   (f) ADJ UNCH    2 0
 ME0753
 ME0753.Superseded values are not recommended for survey control.
 ME0753
 ME0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0753.See file dsdata.pdf to determine how the superseded data were derived.
 ME0753
 ME0753_MARKER: DB = BENCH MARK DISK
 ME0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0753_SP_SET: ABUTMENT
 ME0753_STAMPING: L 134 1946
 ME0753_MARK LOGO: CGS
 ME0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0753+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2022
 ME0753
 ME0753  HISTORY     - Date     Condition        Report By
 ME0753  HISTORY     - 1946     MONUMENTED       CGS
 ME0753  HISTORY     - 20080708 GOOD             GEOCAC
 ME0753  HISTORY     - 20220104 GOOD             LFA
 ME0753
 ME0753                          STATION DESCRIPTION
 ME0753
 ME0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0753'1 MI SE FROM BEARDSTOWN.
 ME0753'ABOUT 1.0 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 ME0753'FROM THE STATION AT BEARDSTOWN, IN TIPPECANOE RIVER STATE PARK,
 ME0753'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 ME0753'OF AN OVERPASS OVER A GRAVEL ROAD, IN THE TOP OF THE SECOND STEP
 ME0753'FROM THE TOP, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 ME0753'NORTHEAST OF THE SOUTHWEST END OF THE STEP AND ABOUT 2 FEET
 ME0753'LOWER THAN TRACK LEVEL.
 ME0753
 ME0753                          STATION RECOVERY (2008)
 ME0753
 ME0753'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME0753'RAILROAD TRACKS NO LONGER THERE.  GRAVEL ROAD IS NOW PAVED.
 ME0753
 ME0753                          STATION RECOVERY (2022)
 ME0753
 ME0753'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2022 (ST)
 ME0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1114 ***********************************************************************
 MD1114  DESIGNATION -  L 135
 MD1114  PID         -  MD1114
 MD1114  STATE/COUNTY-  IN/KOSCIUSKO
 MD1114  COUNTRY     -  US
 MD1114  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1114
 MD1114                         *CURRENT SURVEY CONTROL
 MD1114  ______________________________________________________________________
 MD1114* NAD 83(1986) POSITION- 41 03 08.     (N) 085 44 33.     (W)   SCALED
 MD1114* NAVD 88 ORTHO HEIGHT -   248.669 (meters)      815.84  (feet) ADJUSTED
 MD1114  ______________________________________________________________________
 MD1114  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 MD1114  DYNAMIC HEIGHT  -        248.557 (meters)      815.47  (feet) COMP
 MD1114  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 MD1114
 MD1114  VERT ORDER      -  SECOND    CLASS 0
 MD1114
 MD1114.The horizontal coordinates were scaled from a map and have
 MD1114.an estimated accuracy of +/- 6 seconds.
 MD1114
 MD1114.The orthometric height was determined by differential leveling and
 MD1114.adjusted by the NATIONAL GEODETIC SURVEY
 MD1114.in June 1991.
 MD1114
 MD1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1114.GEOID18 height accuracy estimate available here.
 MD1114
 MD1114.Click photographs - Photos may exist for this station.
 MD1114
 MD1114.The dynamic height is computed by dividing the NAVD 88
 MD1114.geopotential number by the normal gravity value computed on the
 MD1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1114.degrees latitude (g = 980.6199 gals.).
 MD1114
 MD1114.The modeled gravity was interpolated from observed gravity values.
 MD1114
 MD1114;                    North         East    Units  Estimated Accuracy
 MD1114;SPC IN E     -   644,360.       93,630.      MT  (+/- 180 meters Scaled)
 MD1114
 MD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056453(NAD 83)
 MD1114
 MD1114                          SUPERSEDED SURVEY CONTROL
 MD1114
 MD1114  NGVD 29 (??/??/92)  248.794  (m)          816.25   (f) ADJ UNCH    2 0
 MD1114
 MD1114.Superseded values are not recommended for survey control.
 MD1114
 MD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1114.See file dsdata.pdf to determine how the superseded data were derived.
 MD1114
 MD1114_MARKER: DB = BENCH MARK DISK
 MD1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1114_SP_SET: CULVERT HEADWALL
 MD1114_STAMPING: L 135 1946
 MD1114_MARK LOGO: CGS
 MD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1114+STABILITY: SURFACE MOTION
 MD1114
 MD1114  HISTORY     - Date     Condition        Report By
 MD1114  HISTORY     - 1946     MONUMENTED       CGS
 MD1114  HISTORY     - 1990     GOOD             USPSQD
 MD1114
 MD1114                          STATION DESCRIPTION
 MD1114
 MD1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1114'3.6 MI S FROM SIDNEY.
 MD1114'3.55 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1114'AT SIDNEY, ABOUT 0.5 MILE NORTH OF THE WABASH-KOSCIUSKO COUNTY
 MD1114'LINE, AT THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, SET IN
 MD1114'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 MD1114'16-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 27 FEET WEST
 MD1114'OF THE CENTER LINE OF THE HIGHWAY, 1.1 FOOT SOUTH OF THE NORTH
 MD1114'END OF THE HEADWALL AND ABOUT 2 1/2 FEET BELOW HIGHWAY LEVEL.
 MD1114'NOTE-- THIS MARK IS ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 13
 MD1114'FROM THE POST OFFICE AT NORTH MANCHESTER, WABASH COUNTY.
 MD1114
 MD1114                          STATION RECOVERY (1990)
 MD1114
 MD1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1670 ***********************************************************************
 LB1670  DESIGNATION -  L 136 RESET
 LB1670  PID         -  LB1670
 LB1670  STATE/COUNTY-  IN/TIPPECANOE
 LB1670  COUNTRY     -  US
 LB1670  USGS QUAD   -  OTTERBEIN (2019)
 LB1670
 LB1670                         *CURRENT SURVEY CONTROL
 LB1670  ______________________________________________________________________
 LB1670* NAD 83(1986) POSITION- 40 29 01.     (N) 087 01 44.     (W)   SCALED
 LB1670* NAVD 88 ORTHO HEIGHT -   212.42  (meters)      696.9   (feet) RESET
 LB1670  ______________________________________________________________________
 LB1670  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 LB1670  VERT ORDER      -  THIRD
 LB1670
 LB1670.The horizontal coordinates were scaled from a map and have
 LB1670.an estimated accuracy of +/- 6 seconds.
 LB1670
 LB1670.The orthometric height was computed from unverified reset data.
 LB1670
 LB1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1670.GEOID18 height accuracy estimate available here.
 LB1670
 LB1670.Click photographs - Photos may exist for this station.
 LB1670
 LB1670;                    North         East    Units  Estimated Accuracy
 LB1670;SPC IN W     -   581,220.      904,620.      MT  (+/- 180 meters Scaled)
 LB1670
 LB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975814(NAD 83)
 LB1670
 LB1670                          SUPERSEDED SURVEY CONTROL
 LB1670
 LB1670  NGVD 29 (??/??/??)  212.49   (m)          697.1    (f) RESET       3  
 LB1670
 LB1670.Superseded values are not recommended for survey control.
 LB1670
 LB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1670.See file dsdata.pdf to determine how the superseded data were derived.
 LB1670
 LB1670_MARKER: DB = BENCH MARK DISK
 LB1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1670_STAMPING: L 136 RESET 1962
 LB1670_MARK LOGO: CGS
 LB1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1670+STABILITY: SURFACE MOTION
 LB1670
 LB1670  HISTORY     - Date     Condition        Report By
 LB1670  HISTORY     - 1962     MONUMENTED       INHD
 LB1670
 LB1670                          STATION DESCRIPTION
 LB1670
 LB1670'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1962
 LB1670'0.6 MI N FROM MONTMORENCIE.
 LB1670'ABOUT 0.66 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE NEW YORK,
 LB1670'CHICAGO AND ST. LOUIS RAILROAD STATION AT MONTMORENCIE, ABOUT
 LB1670'60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST SIDE OF A
 LB1670'20 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 29 FEET EAST OF
 LB1670'THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE
 LB1670'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 10 IN BY 10 IN
 LB1670'CONCRETE POST PROTRUDING 18 IN OUT OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1098 ***********************************************************************
 ME1098  DESIGNATION -  L 137
 ME1098  PID         -  ME1098
 ME1098  STATE/COUNTY-  IN/LAKE
 ME1098  COUNTRY     -  US
 ME1098  USGS QUAD   -  CROWN POINT (2019)
 ME1098
 ME1098                         *CURRENT SURVEY CONTROL
 ME1098  ______________________________________________________________________
 ME1098* NAD 83(1986) POSITION- 41 28 15.     (N) 087 18 47.     (W)   SCALED
 ME1098* NAVD 88 ORTHO HEIGHT -   206.483 (meters)      677.44  (feet) ADJUSTED
 ME1098  ______________________________________________________________________
 ME1098  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 ME1098  DYNAMIC HEIGHT  -        206.401 (meters)      677.17  (feet) COMP
 ME1098  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 ME1098
 ME1098  VERT ORDER      -  SECOND    CLASS 0
 ME1098
 ME1098.The horizontal coordinates were scaled from a map and have
 ME1098.an estimated accuracy of +/- 6 seconds.
 ME1098
 ME1098.The orthometric height was determined by differential leveling and
 ME1098.adjusted by the NATIONAL GEODETIC SURVEY
 ME1098.in June 1991.
 ME1098
 ME1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1098.GEOID18 height accuracy estimate available here.
 ME1098
 ME1098.Click photographs - Photos may exist for this station.
 ME1098
 ME1098.The dynamic height is computed by dividing the NAVD 88
 ME1098.geopotential number by the normal gravity value computed on the
 ME1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1098.degrees latitude (g = 980.6199 gals.).
 ME1098
 ME1098.The modeled gravity was interpolated from observed gravity values.
 ME1098
 ME1098;                    North         East    Units  Estimated Accuracy
 ME1098;SPC IN W     -   690,870.      880,810.      MT  (+/- 180 meters Scaled)
 ME1098
 ME1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL738910(NAD 83)
 ME1098
 ME1098                          SUPERSEDED SURVEY CONTROL
 ME1098
 ME1098  NGVD 29 (??/??/92)  206.574  (m)          677.73   (f) ADJ UNCH    2 0
 ME1098
 ME1098.Superseded values are not recommended for survey control.
 ME1098
 ME1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1098.See file dsdata.pdf to determine how the superseded data were derived.
 ME1098
 ME1098_MARKER: DB = BENCH MARK DISK
 ME1098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1098_SP_SET: BOX CULVERT HEADWALL
 ME1098_STAMPING: L 137 1946
 ME1098_MARK LOGO: CGS
 ME1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1098+STABILITY: SURFACE MOTION
 ME1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1098+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 ME1098
 ME1098  HISTORY     - Date     Condition        Report By
 ME1098  HISTORY     - 1946     MONUMENTED       CGS
 ME1098  HISTORY     - 1968     GOOD             CGS
 ME1098  HISTORY     - 20030521 GOOD             USPSQD
 ME1098  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1098
 ME1098                          STATION DESCRIPTION
 ME1098
 ME1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1098'3.5 MI SW FROM AINSWORTH.
 ME1098'ABOUT 0.7 MILE SOUTH ALONG STATE HWY 51 FROM THE CROSS ROAD AT
 ME1098'AINSWORTH, THENCE ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1098'ABOUT 0.45 MILE WEST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 ME1098'RAILWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF
 ME1098'A 7 FOOT CONCRETE BOX CULVERT, 27 FEET SOUTH OF THE CENTER LINE OF
 ME1098'THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 1 FOOT WEST OF THE
 ME1098'EAST END OF THE HEAD WALL, 1 FOOT BELOW THE CENTER OF THE
 ME1098'HIGHWAY, AND SET IN A DRILL HOLE.  NOTE-- A WITNESS POST WAS
 ME1098'SET 1 FOOT NORTH OF THE MARK.  NOTE-- THIS MARK WAS LEFT IN
 ME1098'PLACE.
 ME1098
 ME1098                          STATION RECOVERY (1968)
 ME1098
 ME1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1098'RECOVERED IN GOOD CONDITION.
 ME1098
 ME1098                          STATION RECOVERY (2003)
 ME1098
 ME1098'RECOVERY NOTE BY US POWER SQUADRON 2003 (PMG)
 ME1098'SEE L 137 RESET LOCATED AT SOUTHWEST CORNER OF ENTRANCE TO WESTFIELD
 ME1098'SHOPPINGTOWN SOUTHLAKE MALL ON SOUTH SIDE OF U.S.30.  SET ON TOP OF
 ME1098'CONCRETE BOX CULVERT AT SOUTH END OF BOX CULVERT.
 ME1098
 ME1098                          STATION RECOVERY (2021)
 ME1098
 ME1098'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1098'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1099 ***********************************************************************
 ME1099  DESIGNATION -  L 137 RESET
 ME1099  PID         -  ME1099
 ME1099  STATE/COUNTY-  IN/LAKE
 ME1099  COUNTRY     -  US
 ME1099  USGS QUAD   -  CROWN POINT (2019)
 ME1099
 ME1099                         *CURRENT SURVEY CONTROL
 ME1099  ______________________________________________________________________
 ME1099* NAD 83(1986) POSITION- 41 28 15.47   (N) 087 18 48.02   (W)   HD_HELD1
 ME1099* NAVD 88 ORTHO HEIGHT -   206.49  (+/-2cm)      677.5   (feet) VERTCON3
 ME1099  ______________________________________________________________________
 ME1099  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 ME1099  VERT ORDER      -  THIRD (See Below)
 ME1099
 ME1099.The horizontal coordinates were determined by differentially corrected
 ME1099.hand held GPS observations or other comparable positioning techniques
 ME1099.and have an estimated accuracy of +/- 3 meters.
 ME1099
 ME1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME1099
 ME1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1099.GEOID18 height accuracy estimate available here.
 ME1099
 ME1099.The vertical order pertains to the NGVD 29 superseded value.
 ME1099
 ME1099.Click photographs - Photos may exist for this station.
 ME1099
 ME1099;                    North         East    Units  Estimated Accuracy
 ME1099;SPC IN W     -   690,886.5     880,787.5     MT  (+/- 3 meters HH1 GPS) 
 ME1099
 ME1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7383691088(NAD 83)
 ME1099
 ME1099                          SUPERSEDED SURVEY CONTROL
 ME1099
 ME1099  NGVD 29 (??/??/??)  206.58   (m)          677.8    (f) RESET       3  
 ME1099
 ME1099.Superseded values are not recommended for survey control.
 ME1099
 ME1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1099.See file dsdata.pdf to determine how the superseded data were derived.
 ME1099
 ME1099_MARKER: DV = VERTICAL CONTROL DISK
 ME1099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1099_SP_SET: BOX CULVERT HEADWALL
 ME1099_STAMPING: L 137 RESET 1974
 ME1099_MARK LOGO: NGS
 ME1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1099+STABILITY: SURFACE MOTION
 ME1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1099+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2021
 ME1099
 ME1099  HISTORY     - Date     Condition        Report By
 ME1099  HISTORY     - 1974     MONUMENTED       INHD
 ME1099  HISTORY     - 1974     GOOD             NGS
 ME1099  HISTORY     - 20070804 GOOD             GEOCAC
 ME1099  HISTORY     - 20140408 GOOD             INDOT
 ME1099  HISTORY     - 20210727 GOOD             IN-089
 ME1099
 ME1099                          STATION DESCRIPTION
 ME1099
 ME1099'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1974
 ME1099'0.7 MI S FROM AINSWORTH.
 ME1099'ABOUT 0.7 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSS ROAD AT
 ME1099'ANSWORTH THENCE ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1099'ABOUT 0.45 MILE WEST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 ME1099'RAILWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF
 ME1099'A 7 FOOT CONCRETE BOX CULVERT, 66 FEET SOUTH OF THE EAST BOUND
 ME1099'TRAFFIC LANE OF THE HIGHWAY 2.7 FEET WEST OF THE EAST END OF THE
 ME1099'HEADWALL, 2 FEET BELOW THE CENTER OF THE HIGHWAY, AND SET IN A
 ME1099'DRILL HOLE.
 ME1099
 ME1099                          STATION RECOVERY (1974)
 ME1099
 ME1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME1099'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION WITH
 ME1099'INTERSTATE HIGHWAY 65, AT THE WEST ENTRANCE TO THE SOUTH LAKE MALL.
 ME1099'THE MARK IS 61 FEET SOUTH OF THE CENTERLINE OF EAST BOUND TRAFFIC OF
 ME1099'U.S. HIGHWAY 30, 2 FEET SOUTHEAST OF A METAL WITNESS POST. THE DISK
 ME1099'IS CEMENTED IN A DRILL HOLE AT THE EAST END OF A 28 FOOT CONCRETE
 ME1099'CULVERT, WHICH IS AT THE WEST SIDE OF THE MALL ENTRANCE AND ABOUT A
 ME1099'FOOT LOWER THAN THE HIGHWAY.
 ME1099
 ME1099                          STATION RECOVERY (2007)
 ME1099
 ME1099'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1099'RECOVERED IN GOOD CONDITION.
 ME1099
 ME1099                          STATION RECOVERY (2014)
 ME1099
 ME1099'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014
 ME1099'RECOVERED IN GOOD CONDITION.
 ME1099
 ME1099                          STATION RECOVERY (2021)
 ME1099
 ME1099'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1095 ***********************************************************************
 ME1095  DESIGNATION -  L 138
 ME1095  PID         -  ME1095
 ME1095  STATE/COUNTY-  IN/LAKE
 ME1095  COUNTRY     -  US
 ME1095  USGS QUAD   -  CROWN POINT (2019)
 ME1095
 ME1095                         *CURRENT SURVEY CONTROL
 ME1095  ______________________________________________________________________
 ME1095* NAD 83(1986) POSITION- 41 28 34.     (N) 087 20 08.     (W)   SCALED
 ME1095* NAVD 88 ORTHO HEIGHT -   201.338 (meters)      660.56  (feet) ADJUSTED
 ME1095  ______________________________________________________________________
 ME1095  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 ME1095  DYNAMIC HEIGHT  -        201.259 (meters)      660.30  (feet) COMP
 ME1095  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 ME1095
 ME1095  VERT ORDER      -  SECOND    CLASS 0
 ME1095
 ME1095.The horizontal coordinates were scaled from a map and have
 ME1095.an estimated accuracy of +/- 6 seconds.
 ME1095
 ME1095.The orthometric height was determined by differential leveling and
 ME1095.adjusted by the NATIONAL GEODETIC SURVEY
 ME1095.in June 1991.
 ME1095
 ME1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1095.GEOID18 height accuracy estimate available here.
 ME1095
 ME1095.Click photographs - Photos may exist for this station.
 ME1095
 ME1095.The dynamic height is computed by dividing the NAVD 88
 ME1095.geopotential number by the normal gravity value computed on the
 ME1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1095.degrees latitude (g = 980.6199 gals.).
 ME1095
 ME1095.The modeled gravity was interpolated from observed gravity values.
 ME1095
 ME1095;                    North         East    Units  Estimated Accuracy
 ME1095;SPC IN W     -   691,460.      878,930.      MT  (+/- 180 meters Scaled)
 ME1095
 ME1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719916(NAD 83)
 ME1095
 ME1095                          SUPERSEDED SURVEY CONTROL
 ME1095
 ME1095  NGVD 29 (??/??/92)  201.431  (m)          660.86   (f) ADJ UNCH    2 0
 ME1095
 ME1095.Superseded values are not recommended for survey control.
 ME1095
 ME1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1095.See file dsdata.pdf to determine how the superseded data were derived.
 ME1095
 ME1095_MARKER: DB = BENCH MARK DISK
 ME1095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1095_SP_SET: CULVERT HEADWALL
 ME1095_STAMPING: L 138 1946
 ME1095_MARK LOGO: CGS
 ME1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1095+STABILITY: SURFACE MOTION
 ME1095
 ME1095  HISTORY     - Date     Condition        Report By
 ME1095  HISTORY     - 1946     MONUMENTED       CGS
 ME1095  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1095  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1095
 ME1095                          STATION DESCRIPTION
 ME1095
 ME1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1095'0.7 MI S FROM MERRILLVILLE.
 ME1095'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 53 FROM THE CHESAPEAKE
 ME1095'AND OHIO RAILWAY STATION AT MERRILLVILLE, ABOUT 0.35 MILE NORTH
 ME1095'OF THE JUNCTION OF U.S. HIGHWAY 30, SET IN THE TOP OF THE NORTH
 ME1095'END OF THE EAST CONCRETE HEAD WALL OF A 14 INCH PIPE CULVERT
 ME1095'NO. 65, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 ME1095'SOUTH OF THE NORTH END OF THE HEAD WALL, AND SET IN A DRILL HOLE
 ME1095'ABOUT 4 FEET BELOW THE HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED
 ME1095'FROM THE CROSS ROAD AT AINSWORTH BY GOING 0.7 MILE SOUTH ALONG A
 ME1095'PAVED ROAD THENCE ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1095'THENCE ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 53.
 ME1095
 ME1095                          STATION RECOVERY (1968)
 ME1095
 ME1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1095'MARK NOT FOUND.
 ME1095
 ME1095                          STATION RECOVERY (2021)
 ME1095
 ME1095'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1095'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2102 ***********************************************************************
 ME2102  DESIGNATION -  L 138 RESET
 ME2102  PID         -  ME2102
 ME2102  STATE/COUNTY-  IN/LAKE
 ME2102  COUNTRY     -  US
 ME2102  USGS QUAD   -  CROWN POINT (2019)
 ME2102
 ME2102                         *CURRENT SURVEY CONTROL
 ME2102  ______________________________________________________________________
 ME2102* NAD 83(1986) POSITION- 41 28 34.     (N) 087 20 08.     (W)   SCALED
 ME2102* NAVD 88 ORTHO HEIGHT -   202.70  (meters)      665.0   (feet) RESET
 ME2102  ______________________________________________________________________
 ME2102  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 ME2102  VERT ORDER      -  THIRD
 ME2102
 ME2102.The horizontal coordinates were scaled from a map and have
 ME2102.an estimated accuracy of +/- 6 seconds.
 ME2102
 ME2102.The orthometric height was computed from unverified reset data.
 ME2102
 ME2102.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2102.GEOID18 height accuracy estimate available here.
 ME2102
 ME2102.Click photographs - Photos may exist for this station.
 ME2102
 ME2102;                    North         East    Units  Estimated Accuracy
 ME2102;SPC IN W     -   691,460.      878,930.      MT  (+/- 180 meters Scaled)
 ME2102
 ME2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719916(NAD 83)
 ME2102
 ME2102                          SUPERSEDED SURVEY CONTROL
 ME2102
 ME2102  NGVD 29 (08/22/16)  202.79   (m)          665.3    (f) RESET       3  
 ME2102
 ME2102.Superseded values are not recommended for survey control.
 ME2102
 ME2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2102.See file dsdata.pdf to determine how the superseded data were derived.
 ME2102
 ME2102_MARKER: DV = VERTICAL CONTROL DISK
 ME2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2102_STAMPING: L 138 RESET 1981
 ME2102_MARK LOGO: NGS
 ME2102_PROJECTION: FLUSH
 ME2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2102+STABILITY: SURFACE MOTION
 ME2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2102+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 ME2102
 ME2102  HISTORY     - Date     Condition        Report By
 ME2102  HISTORY     - 1981     MONUMENTED       INHD
 ME2102  HISTORY     - 20030521 GOOD             USPSQD
 ME2102
 ME2102                          STATION DESCRIPTION
 ME2102
 ME2102'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1981
 ME2102'0.4 MI NORTH FROM MERRILLVILLE.
 ME2102'0.4 MILE NORTH ALONG STATE HIGHWAY 53 (BROADWAY) FROM THE JUNCTION
 ME2102'OF U.S. HIGHWAY 30, AND 323.0 FEET SOUTH OF THE INTERSECTION OF
 ME2102'78TH AVENUE IN MERRILLVILLE, 48.7 FEET EAST OF THE CENTERLINE OF THE
 ME2102'HIGHWAY, AND 13.7 FEET EAST OF THE CURB.
 ME2102'THE MARK IS 4 FT ABOVE CURB.
 ME2102
 ME2102                          STATION RECOVERY (2003)
 ME2102
 ME2102'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME2102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1018 ***********************************************************************
 ME1018  DESIGNATION -  L 139
 ME1018  PID         -  ME1018
 ME1018  STATE/COUNTY-  IN/LAKE
 ME1018  COUNTRY     -  US
 ME1018  USGS QUAD   -  WHITING (2019)
 ME1018
 ME1018                         *CURRENT SURVEY CONTROL
 ME1018  ______________________________________________________________________
 ME1018* NAD 83(1986) POSITION- 41 37 58.     (N) 087 25 13.     (W)   SCALED
 ME1018* NAVD 88 ORTHO HEIGHT -   179.609 (meters)      589.27  (feet) ADJUSTED
 ME1018  ______________________________________________________________________
 ME1018  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 ME1018  DYNAMIC HEIGHT  -        179.544 (meters)      589.05  (feet) COMP
 ME1018  MODELED GRAVITY -    980,256.9   (mgal)                       NAVD 88
 ME1018
 ME1018  VERT ORDER      -  FIRST     CLASS I
 ME1018
 ME1018.The horizontal coordinates were scaled from a map and have
 ME1018.an estimated accuracy of +/- 6 seconds.
 ME1018
 ME1018.The orthometric height was determined by differential leveling and
 ME1018.adjusted by the NATIONAL GEODETIC SURVEY
 ME1018.in June 1991.
 ME1018
 ME1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1018.GEOID18 height accuracy estimate available here.
 ME1018
 ME1018.Click photographs - Photos may exist for this station.
 ME1018
 ME1018.The dynamic height is computed by dividing the NAVD 88
 ME1018.geopotential number by the normal gravity value computed on the
 ME1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1018.degrees latitude (g = 980.6199 gals.).
 ME1018
 ME1018.The modeled gravity was interpolated from observed gravity values.
 ME1018
 ME1018;                    North         East    Units  Estimated Accuracy
 ME1018;SPC IN W     -   708,890.      871,930.      MT  (+/- 180 meters Scaled)
 ME1018
 ME1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM649090(NAD 83)
 ME1018
 ME1018                          SUPERSEDED SURVEY CONTROL
 ME1018
 ME1018  NGVD 29 (??/??/92)  179.716  (m)          589.62   (f) ADJ UNCH    1 1
 ME1018
 ME1018.Superseded values are not recommended for survey control.
 ME1018
 ME1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1018.See file dsdata.pdf to determine how the superseded data were derived.
 ME1018
 ME1018_MARKER: DB = BENCH MARK DISK
 ME1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1018_SP_SET: BRIDGE
 ME1018_STAMPING: L 139 1946
 ME1018_MARK LOGO: CGS
 ME1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1018
 ME1018  HISTORY     - Date     Condition        Report By
 ME1018  HISTORY     - 1946     MONUMENTED       CGS
 ME1018  HISTORY     - 1968     GOOD             CGS
 ME1018  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1018
 ME1018                          STATION DESCRIPTION
 ME1018
 ME1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1018'1.9 MI SE FROM INDIANA HARBOR.
 ME1018'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1018'THE CROSSING OF MICHIGAN AVENUE AT INDIANA HARBOR, ABOUT 3.0 MILES
 ME1018'NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE STATION AT
 ME1018'GARY, ABOUT 4 RAILS SOUTHEAST OF MILEPOST 446, SET ON THE TOP OF
 ME1018'THE SOUTH CORNER OF A 4-INCH OFFSET ON THE CONCRETE BASE FOR THE
 ME1018'SOUTHEAST LEG AT THE NORTHEAST END OF A SIGNAL BRIDGE OVER THE
 ME1018'TRACKS, 19 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT NORTHWEST
 ME1018'OF THE SOUTH CORNER OF THE OFFSET ON THE BASE, 2 1/2 FEET BELOW
 ME1018'THE LEVEL OF THE TRACK AND 3 INCHES UNDERGROUND.  SEC 26, T 37 N,
 ME1018'R 9 W.
 ME1018
 ME1018                          STATION RECOVERY (1992)
 ME1018
 ME1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1018'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1975 ***********************************************************************
 LA1975  DESIGNATION -  L 14 RESET
 LA1975  PID         -  LA1975
 LA1975  STATE/COUNTY-  IN/HUNTINGTON
 LA1975  COUNTRY     -  US
 LA1975  USGS QUAD   -  HUNTINGTON (2019)
 LA1975
 LA1975                         *CURRENT SURVEY CONTROL
 LA1975  ______________________________________________________________________
 LA1975* NAD 83(1986) POSITION- 40 52 56.3    (N) 085 29 40.0    (W)   HD_HELD2
 LA1975* NAVD 88 ORTHO HEIGHT -   224.67  (+/-2cm)      737.1   (feet) VERTCON3
 LA1975  ______________________________________________________________________
 LA1975  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 LA1975  VERT ORDER      -  THIRD (See Below)
 LA1975
 LA1975.The horizontal coordinates were established by autonomous hand held GPS
 LA1975.observations and have an estimated accuracy of +/- 10 meters.
 LA1975
 LA1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1975
 LA1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1975.GEOID18 height accuracy estimate available here.
 LA1975
 LA1975.The vertical order pertains to the NGVD 29 superseded value.
 LA1975
 LA1975.Click photographs - Photos may exist for this station.
 LA1975
 LA1975;                    North         East    Units  Estimated Accuracy
 LA1975;SPC IN E     -   625,503.      114,515.      MT  (+/- 10 meters HH2 GPS)
 LA1975
 LA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2684626782(NAD 83)
 LA1975
 LA1975                          SUPERSEDED SURVEY CONTROL
 LA1975
 LA1975  NGVD 29 (08/22/16)  224.81   (m)          737.6    (f) RESET       3  
 LA1975
 LA1975.Superseded values are not recommended for survey control.
 LA1975
 LA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1975.See file dsdata.pdf to determine how the superseded data were derived.
 LA1975
 LA1975_MARKER: DV = VERTICAL CONTROL DISK
 LA1975_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1975+WITH SETTING: PAVEMENT
 LA1975_SP_SET: FLAGPOLE BASE
 LA1975_STAMPING: L 14 1930 RESET 1975
 LA1975_MARK LOGO: NGS
 LA1975_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1975+STABILITY: SURFACE MOTION
 LA1975
 LA1975  HISTORY     - Date     Condition        Report By
 LA1975  HISTORY     - 1975     MONUMENTED       NGS
 LA1975  HISTORY     - 20000926 GOOD             NGS
 LA1975
 LA1975                          STATION DESCRIPTION
 LA1975
 LA1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LA1975'IN HUNTINGTON.
 LA1975'IN HUNTINGTON AT THE WEST EDGE OF THE LAWN, IN THE NORTHEAST CORNER
 LA1975'OF THE BASE OF THE FLAG POLE OF THE OLD POST OFFICE BUILDING, AT
 LA1975'THE CORNER OF WARREN STREET AND MARKET STREET, 153 FEET WEST OF THE
 LA1975'CENTERLINE OF WARREN STREET, 37 FEET NORTH OF THE CENTERLINE OF
 LA1975'MARKET STREET AND 22 FEET EAST OF THE CENTERLINE OF AN ALLEY.
 LA1975
 LA1975                          STATION RECOVERY (2000)
 LA1975
 LA1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JDP)
 LA1975'DUE TO THE FACT THAT THIS MARK WAS RESET AND THERE ARE TWO OTHER NGS
 LA1975'BENCH MARKS WITHIN 1 TO 1 1/2 BLOCKS OF THIS BENCH.  THIS BENCH WAS
 LA1975'NOT RESET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1240 ***********************************************************************
 ME1240  DESIGNATION -  L 140
 ME1240  PID         -  ME1240
 ME1240  STATE/COUNTY-  IN/PORTER
 ME1240  COUNTRY     -  US
 ME1240  USGS QUAD   -  PALMER (2019)
 ME1240
 ME1240                         *CURRENT SURVEY CONTROL
 ME1240  ______________________________________________________________________
 ME1240* NAD 83(1986) POSITION- 41 23 01.11   (N) 087 11 51.07   (W)   HD_HELD1
 ME1240* NAVD 88 ORTHO HEIGHT -   235.342 (meters)      772.12  (feet) ADJUSTED
 ME1240  ______________________________________________________________________
 ME1240  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 ME1240  DYNAMIC HEIGHT  -        235.246 (meters)      771.80  (feet) COMP
 ME1240  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 ME1240
 ME1240  VERT ORDER      -  SECOND    CLASS 0
 ME1240
 ME1240.The horizontal coordinates were determined by differentially corrected
 ME1240.hand held GPS observations or other comparable positioning techniques
 ME1240.and have an estimated accuracy of +/- 3 meters.
 ME1240
 ME1240.The orthometric height was determined by differential leveling and
 ME1240.adjusted by the NATIONAL GEODETIC SURVEY
 ME1240.in June 1991.
 ME1240
 ME1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1240.GEOID18 height accuracy estimate available here.
 ME1240
 ME1240.Click photographs - Photos may exist for this station.
 ME1240
 ME1240.The dynamic height is computed by dividing the NAVD 88
 ME1240.geopotential number by the normal gravity value computed on the
 ME1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1240.degrees latitude (g = 980.6199 gals.).
 ME1240
 ME1240.The modeled gravity was interpolated from observed gravity values.
 ME1240
 ME1240;                    North         East    Units  Estimated Accuracy
 ME1240;SPC IN W     -   681,169.4     890,449.2     MT  (+/- 3 meters HH1 GPS) 
 ME1240
 ME1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8348581365(NAD 83)
 ME1240
 ME1240                          SUPERSEDED SURVEY CONTROL
 ME1240
 ME1240  NGVD 29 (??/??/92)  235.431  (m)          772.41   (f) ADJ UNCH    2 0
 ME1240
 ME1240.Superseded values are not recommended for survey control.
 ME1240
 ME1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1240.See file dsdata.pdf to determine how the superseded data were derived.
 ME1240
 ME1240_MARKER: DB = BENCH MARK DISK
 ME1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1240_STAMPING: L 140 1946
 ME1240_MARK LOGO: CGS
 ME1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1240+STABILITY: SURFACE MOTION
 ME1240
 ME1240  HISTORY     - Date     Condition        Report By
 ME1240  HISTORY     - 1946     MONUMENTED       CGS
 ME1240  HISTORY     - 1968     GOOD             CGS
 ME1240
 ME1240                          STATION DESCRIPTION
 ME1240
 ME1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1240'2.4 MI E FROM PALMER.
 ME1240'0.45 MILE SOUTH ALONG RANDOLPH STREET FROM ITS INTERSECTION
 ME1240'WITH 125TH STREET IN PALMER, THENCE EAST ALONG 129TH AVE. 1.0
 ME1240'MILE TO A T-ROAD INTERSECTION, THENCE NORTH AND EAST ON PAVED
 ME1240'ROAD FOR 1.15 MILE TO THE JUNCTION OF STATE HIGHWAY 2 AND THE
 ME1240'MARK.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 52
 ME1240'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2, 48 FEET SOUTHWEST
 ME1240'OF POWER POLE 416-737, 1 FOOT WEST OF A METAL WITNESS POST, SET
 ME1240'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0678 ***********************************************************************
 ME0678  DESIGNATION -  L 142
 ME0678  PID         -  ME0678
 ME0678  STATE/COUNTY-  IN/STARKE
 ME0678  COUNTRY     -  US
 ME0678  USGS QUAD   -  DENHAM (2019)
 ME0678
 ME0678                         *CURRENT SURVEY CONTROL
 ME0678  ______________________________________________________________________
 ME0678* NAD 83(1986) POSITION- 41 14 54.     (N) 086 43 05.     (W)   SCALED
 ME0678* NAVD 88 ORTHO HEIGHT -   210.698 (meters)      691.27  (feet) ADJUSTED
 ME0678  ______________________________________________________________________
 ME0678  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 ME0678  DYNAMIC HEIGHT  -        210.610 (meters)      690.98  (feet) COMP
 ME0678  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME0678
 ME0678  VERT ORDER      -  SECOND    CLASS 0
 ME0678
 ME0678.The horizontal coordinates were scaled from a map and have
 ME0678.an estimated accuracy of +/- 6 seconds.
 ME0678
 ME0678.The orthometric height was determined by differential leveling and
 ME0678.adjusted by the NATIONAL GEODETIC SURVEY
 ME0678.in June 1991.
 ME0678
 ME0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0678.GEOID18 height accuracy estimate available here.
 ME0678
 ME0678.Click photographs - Photos may exist for this station.
 ME0678
 ME0678.The dynamic height is computed by dividing the NAVD 88
 ME0678.geopotential number by the normal gravity value computed on the
 ME0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0678.degrees latitude (g = 980.6199 gals.).
 ME0678
 ME0678.The modeled gravity was interpolated from observed gravity values.
 ME0678
 ME0678;                    North         East    Units  Estimated Accuracy
 ME0678;SPC IN W     -   666,200.      930,620.      MT  (+/- 180 meters Scaled)
 ME0678
 ME0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236663(NAD 83)
 ME0678
 ME0678                          SUPERSEDED SURVEY CONTROL
 ME0678
 ME0678  NGVD 29 (??/??/92)  210.801  (m)          691.60   (f) ADJ UNCH    2 0
 ME0678
 ME0678.Superseded values are not recommended for survey control.
 ME0678
 ME0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0678.See file dsdata.pdf to determine how the superseded data were derived.
 ME0678
 ME0678_MARKER: DB = BENCH MARK DISK
 ME0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0678_STAMPING: L 142 1946
 ME0678_MARK LOGO: CGS
 ME0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0678+STABILITY: SURFACE MOTION
 ME0678
 ME0678  HISTORY     - Date     Condition        Report By
 ME0678  HISTORY     - 1946     MONUMENTED       CGS
 ME0678  HISTORY     - 1960     MARK NOT FOUND   CGS
 ME0678
 ME0678                          STATION DESCRIPTION
 ME0678
 ME0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0678'3.5 MI NE FROM NORTH JUDSON.
 ME0678'ABOUT 3.5 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0678'THE STATION AT NORTH JUDSON, AT A GRAVEL ROAD CROSSING, ABOUT
 ME0678'200 YARDS SOUTH OF A LARGE BARN AND CONCRETE SILO ON THE WEST
 ME0678'SIDE OF THE ROAD, 54 FEET SOUTHWEST OF THE THIRD POLE NORTHEAST OF
 ME0678'POLE 39/30, 43 FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET
 ME0678'EAST OF THE CENTER LINE OF THE ROAD, 5.5 FEET SOUTH OF A FENCE
 ME0678'CORNER POST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 ME0678'AND ABOUT 3 FEET BELOW THE CENTER OF THE CROSSING.  SET IN THE
 ME0678'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0678
 ME0678                          STATION RECOVERY (1960)
 ME0678
 ME0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0366 ***********************************************************************
 ME0366  DESIGNATION -  L 144
 ME0366  PID         -  ME0366
 ME0366  STATE/COUNTY-  IN/MARSHALL
 ME0366  COUNTRY     -  US
 ME0366  USGS QUAD   -  PLYMOUTH (2019)
 ME0366
 ME0366                         *CURRENT SURVEY CONTROL
 ME0366  ______________________________________________________________________
 ME0366* NAD 83(1986) POSITION- 41 20 06.     (N) 086 18 20.     (W)   SCALED
 ME0366* NAVD 88 ORTHO HEIGHT -   242.977 (meters)      797.17  (feet) ADJUSTED
 ME0366  ______________________________________________________________________
 ME0366  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0366  DYNAMIC HEIGHT  -        242.876 (meters)      796.84  (feet) COMP
 ME0366  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 ME0366
 ME0366  VERT ORDER      -  FIRST     CLASS I
 ME0366
 ME0366.The horizontal coordinates were scaled from a map and have
 ME0366.an estimated accuracy of +/- 6 seconds.
 ME0366
 ME0366.The orthometric height was determined by differential leveling and
 ME0366.adjusted by the NATIONAL GEODETIC SURVEY
 ME0366.in June 1991.
 ME0366
 ME0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0366.GEOID18 height accuracy estimate available here.
 ME0366
 ME0366.Click photographs - Photos may exist for this station.
 ME0366
 ME0366.The dynamic height is computed by dividing the NAVD 88
 ME0366.geopotential number by the normal gravity value computed on the
 ME0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0366.degrees latitude (g = 980.6199 gals.).
 ME0366
 ME0366.The modeled gravity was interpolated from observed gravity values.
 ME0366
 ME0366;                    North         East    Units  Estimated Accuracy
 ME0366;SPC IN E     -   675,960.       46,520.      MT  (+/- 180 meters Scaled)
 ME0366
 ME0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581761(NAD 83)
 ME0366
 ME0366                          SUPERSEDED SURVEY CONTROL
 ME0366
 ME0366  NGVD 29 (01/19/93)  243.097  (m)          797.56   (f) ADJUSTED    1 1
 ME0366  NGVD 29 (??/??/92)  243.097  (m)          797.56   (f) SUPERSEDED  1 1
 ME0366
 ME0366.Superseded values are not recommended for survey control.
 ME0366
 ME0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0366.See file dsdata.pdf to determine how the superseded data were derived.
 ME0366
 ME0366_MARKER: DB = BENCH MARK DISK
 ME0366_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME0366_SP_SET: BUILDING
 ME0366_STAMPING: L 144 1946
 ME0366_MARK LOGO: CGS
 ME0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME0366+STABILITY: POSITION/ELEVATION WELL
 ME0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0366+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0366
 ME0366  HISTORY     - Date     Condition        Report By
 ME0366  HISTORY     - 1946     MONUMENTED       CGS
 ME0366  HISTORY     - 1968     GOOD             CGS
 ME0366  HISTORY     - 1983     GOOD             USPSQD
 ME0366  HISTORY     - 1984     GOOD             USPSQD
 ME0366  HISTORY     - 1987     GOOD             USPSQD
 ME0366  HISTORY     - 1988     GOOD             USPSQD
 ME0366  HISTORY     - 19920907 GOOD             NGS
 ME0366
 ME0366                          STATION DESCRIPTION
 ME0366
 ME0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0366'AT PLYMOUTH.
 ME0366'AT PLYMOUTH, ABOUT 0.25 MILE SOUTH ALONG BUSINESS ROUTE 31
 ME0366'(SOUTH MICHIGAN STREET) FROM THE PENN CENTRAL RAILROAD OVERPASS,
 ME0366'AT THE SOUTHEAST CORNER OF SOUTH MICHIGAN STREET AND EAST
 ME0366'WEBSTER AVENUE, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 ME0366'CORNER OF THE CONCRETE FOUNDATION FOR THE WESLEYAN METHODIST
 ME0366'CHURCH, 2.8 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING
 ME0366'AND 1.1 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 13, T 33N,
 ME0366'R 2E.
 ME0366
 ME0366                          STATION RECOVERY (1983)
 ME0366
 ME0366'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0366'LOST OF DESTROYED. POINT WHERE BENCH MARK SHOULD IS BEING FARMED OVER
 ME0366'NOW. 3 MAN CREW WORKED 20 MIN. DIGGING AND PROBING FOR BM.
 ME0366
 ME0366                          STATION RECOVERY (1984)
 ME0366
 ME0366'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0366'IN PLYMOUTH, ABOUT 0.6 MILE SOUTH ALONG MICHIGAN STREET FROM THE
 ME0366'INTERSECTION OF MICHIGAN AND JEFFERSON STREETS, AT THE CORNER OF EAST
 ME0366'WEBSTER AVENUE AND MICHIGAN STREET, SET VERTICALLY IN THE WEST FACE
 ME0366'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE BAPTIST
 ME0366'BIBLE CHURCH, 2.8 FEET NORTH OF THE CORNER, 1 FOOT ABOVE THE GROUND.
 ME0366
 ME0366                          STATION RECOVERY (1987)
 ME0366
 ME0366'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0366'RECOVERED IN GOOD CONDITION.
 ME0366
 ME0366                          STATION RECOVERY (1988)
 ME0366
 ME0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0366'RECOVERED IN GOOD CONDITION.
 ME0366
 ME0366                          STATION RECOVERY (1992)
 ME0366
 ME0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0366'IN PLYMOUTH, AT THE INTERSECTION OF SOUTH MICHIGAN AND WEBSTER
 ME0366'STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE BIBLE BAPTIST
 ME0366'CHURCH, 22.6 M (74.1 FT) SOUTHEAST OF THE CENTER OF WEBSTER STREET,
 ME0366'18.9 M (62.0 FT) NORTHEAST OF THE CENTERLINE OF MICHIGAN STREET, 0.8
 ME0366'M (2.6 FT) NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, AND 0.3 M
 ME0366'(1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0957 ***********************************************************************
 LB0957  DESIGNATION -  L 146
 LB0957  PID         -  LB0957
 LB0957  STATE/COUNTY-  IN/CARROLL
 LB0957  COUNTRY     -  US
 LB0957  USGS QUAD   -  BURROWS (2019)
 LB0957
 LB0957                         *CURRENT SURVEY CONTROL
 LB0957  ______________________________________________________________________
 LB0957* NAD 83(1986) POSITION- 40 37 50.     (N) 086 32 20.     (W)   SCALED
 LB0957* NAVD 88 ORTHO HEIGHT -   209.537 (meters)      687.46  (feet) ADJUSTED
 LB0957  ______________________________________________________________________
 LB0957  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 LB0957  DYNAMIC HEIGHT  -        209.436 (meters)      687.12  (feet) COMP
 LB0957  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 LB0957
 LB0957  VERT ORDER      -  SECOND    CLASS 0
 LB0957
 LB0957.The horizontal coordinates were scaled from a map and have
 LB0957.an estimated accuracy of +/- 6 seconds.
 LB0957
 LB0957.The orthometric height was determined by differential leveling and
 LB0957.adjusted by the NATIONAL GEODETIC SURVEY
 LB0957.in June 1991.
 LB0957
 LB0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0957.GEOID18 height accuracy estimate available here.
 LB0957
 LB0957.Click photographs - Photos may exist for this station.
 LB0957
 LB0957.The dynamic height is computed by dividing the NAVD 88
 LB0957.geopotential number by the normal gravity value computed on the
 LB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0957.degrees latitude (g = 980.6199 gals.).
 LB0957
 LB0957.The modeled gravity was interpolated from observed gravity values.
 LB0957
 LB0957;                    North         East    Units  Estimated Accuracy
 LB0957;SPC IN W     -   597,680.      946,060.      MT  (+/- 180 meters Scaled)
 LB0957
 LB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389978(NAD 83)
 LB0957
 LB0957                          SUPERSEDED SURVEY CONTROL
 LB0957
 LB0957  NGVD 29 (??/??/92)  209.649  (m)          687.82   (f) ADJ UNCH    2 0
 LB0957
 LB0957.Superseded values are not recommended for survey control.
 LB0957
 LB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0957.See file dsdata.pdf to determine how the superseded data were derived.
 LB0957
 LB0957_MARKER: DB = BENCH MARK DISK
 LB0957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0957_SP_SET: CULVERT HEADWALL
 LB0957_STAMPING: L 146 1946
 LB0957_MARK LOGO: CGS
 LB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0957+STABILITY: SURFACE MOTION
 LB0957
 LB0957  HISTORY     - Date     Condition        Report By
 LB0957  HISTORY     - 1946     MONUMENTED       CGS
 LB0957  HISTORY     - 20020617 MARK NOT FOUND   GRWENG
 LB0957
 LB0957                          STATION DESCRIPTION
 LB0957
 LB0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0957'1.6 MI N FROM CAMDEN.
 LB0957'ABOUT 1.6 MILE NORTH ALONG THE CAMDEN-ROCKFIELD ROAD FROM THE
 LB0957'CAMDEN STATE BANK AT CAMDEN, 0.1 MILE NORTH OF A 2-STORY WHITE
 LB0957'FARM HOUSE THAT IS ON THE WEST SIDE OF THE ROAD, SET IN THE TOP
 LB0957'OF THE NORTH END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE
 LB0957'CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE ROAD AND A 2 FEET
 LB0957'ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED L 146 1946.
 LB0957
 LB0957                          STATION RECOVERY (2002)
 LB0957
 LB0957'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0957'EAST HEADWALL OF A 10-FOOT CONCRETE CULVERT HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1034 ***********************************************************************
 LB1034  DESIGNATION -  L 147
 LB1034  PID         -  LB1034
 LB1034  STATE/COUNTY-  IN/CARROLL
 LB1034  COUNTRY     -  US
 LB1034  USGS QUAD   -  YEOMAN (2019)
 LB1034
 LB1034                         *CURRENT SURVEY CONTROL
 LB1034  ______________________________________________________________________
 LB1034* NAD 83(1986) POSITION- 40 40 58.     (N) 086 44 16.     (W)   SCALED
 LB1034* NAVD 88 ORTHO HEIGHT -   202.382 (meters)      663.98  (feet) ADJUSTED
 LB1034  ______________________________________________________________________
 LB1034  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 LB1034  DYNAMIC HEIGHT  -        202.287 (meters)      663.67  (feet) COMP
 LB1034  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 LB1034
 LB1034  VERT ORDER      -  SECOND    CLASS 0
 LB1034
 LB1034.The horizontal coordinates were scaled from a map and have
 LB1034.an estimated accuracy of +/- 6 seconds.
 LB1034
 LB1034.The orthometric height was determined by differential leveling and
 LB1034.adjusted by the NATIONAL GEODETIC SURVEY
 LB1034.in June 1991.
 LB1034
 LB1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1034.GEOID18 height accuracy estimate available here.
 LB1034
 LB1034.Click photographs - Photos may exist for this station.
 LB1034
 LB1034.The dynamic height is computed by dividing the NAVD 88
 LB1034.geopotential number by the normal gravity value computed on the
 LB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1034.degrees latitude (g = 980.6199 gals.).
 LB1034
 LB1034.The modeled gravity was interpolated from observed gravity values.
 LB1034
 LB1034;                    North         East    Units  Estimated Accuracy
 LB1034;SPC IN W     -   603,390.      929,210.      MT  (+/- 180 meters Scaled)
 LB1034
 LB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL221035(NAD 83)
 LB1034
 LB1034                          SUPERSEDED SURVEY CONTROL
 LB1034
 LB1034  NGVD 29 (??/??/92)  202.490  (m)          664.34   (f) ADJ UNCH    2 0
 LB1034
 LB1034.Superseded values are not recommended for survey control.
 LB1034
 LB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1034.See file dsdata.pdf to determine how the superseded data were derived.
 LB1034
 LB1034_MARKER: DB = BENCH MARK DISK
 LB1034_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1034_SP_SET: BOX CULVERT HEADWALL
 LB1034_STAMPING: L 147 1946
 LB1034_MARK LOGO: CGS
 LB1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1034+STABILITY: SURFACE MOTION
 LB1034
 LB1034  HISTORY     - Date     Condition        Report By
 LB1034  HISTORY     - 1946     MONUMENTED       CGS
 LB1034
 LB1034                          STATION DESCRIPTION
 LB1034
 LB1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1034'4.6 MI S FROM MONTICELLO.
 LB1034'ABOUT 4.6 MIELS SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1034'COURT HOUSE AT MONTICELLO, SET IN THE TOP OF THE EAST CONCRETE
 LB1034'HEADWALL OF A 3-FOOT BOX CULVERT AND SWINE UNDERPASS, 22.5
 LB1034'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.8
 LB1034'FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED L 147 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0474 ***********************************************************************
 ME0474  DESIGNATION -  L 149
 ME0474  PID         -  ME0474
 ME0474  STATE/COUNTY-  IN/LA PORTE
 ME0474  COUNTRY     -  US
 ME0474  USGS QUAD   -  WANATAH (2019)
 ME0474
 ME0474                         *CURRENT SURVEY CONTROL
 ME0474  ______________________________________________________________________
 ME0474* NAD 83(1986) POSITION- 41 27 04.     (N) 086 53 30.     (W)   SCALED
 ME0474* NAVD 88 ORTHO HEIGHT -   225.157 (meters)      738.70  (feet) ADJUSTED
 ME0474  ______________________________________________________________________
 ME0474  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 ME0474  DYNAMIC HEIGHT  -        225.066 (meters)      738.40  (feet) COMP
 ME0474  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 ME0474
 ME0474  VERT ORDER      -  SECOND    CLASS 0
 ME0474
 ME0474.The horizontal coordinates were scaled from a map and have
 ME0474.an estimated accuracy of +/- 6 seconds.
 ME0474
 ME0474.The orthometric height was determined by differential leveling and
 ME0474.adjusted by the NATIONAL GEODETIC SURVEY
 ME0474.in June 1991.
 ME0474
 ME0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0474.GEOID18 height accuracy estimate available here.
 ME0474
 ME0474.Click photographs - Photos may exist for this station.
 ME0474
 ME0474.The dynamic height is computed by dividing the NAVD 88
 ME0474.geopotential number by the normal gravity value computed on the
 ME0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0474.degrees latitude (g = 980.6199 gals.).
 ME0474
 ME0474.The modeled gravity was interpolated from observed gravity values.
 ME0474
 ME0474;                    North         East    Units  Estimated Accuracy
 ME0474;SPC IN W     -   688,670.      916,020.      MT  (+/- 180 meters Scaled)
 ME0474
 ME0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090888(NAD 83)
 ME0474
 ME0474                          SUPERSEDED SURVEY CONTROL
 ME0474
 ME0474  NGVD 29 (??/??/92)  225.237  (m)          738.97   (f) ADJ UNCH    2 0
 ME0474
 ME0474.Superseded values are not recommended for survey control.
 ME0474
 ME0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0474.See file dsdata.pdf to determine how the superseded data were derived.
 ME0474
 ME0474_MARKER: DB = BENCH MARK DISK
 ME0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0474_SP_SET: BRIDGE
 ME0474_STAMPING: L 149 1946
 ME0474_MARK LOGO: CGS
 ME0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0474
 ME0474  HISTORY     - Date     Condition        Report By
 ME0474  HISTORY     - 1946     MONUMENTED       CGS
 ME0474
 ME0474                          STATION DESCRIPTION
 ME0474
 ME0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0474'1.2 MI N FROM WANATAH.
 ME0474'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0474'OF U.S. HIGHWAY 30 AT WANATAH, LA PORTE COUNTY, AT A 20-FOOT
 ME0474'CONCRETE BRIDGE OVER A DITCH, IN THE TOP OF THE NORTHWEST WING
 ME0474'WALL, 14.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 ME0474'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED L 149
 ME0474'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0475 ***********************************************************************
 ME0475  DESIGNATION -  L 149 RESET
 ME0475  PID         -  ME0475
 ME0475  STATE/COUNTY-  IN/LA PORTE
 ME0475  COUNTRY     -  US
 ME0475  USGS QUAD   -  WANATAH (2019)
 ME0475
 ME0475                         *CURRENT SURVEY CONTROL
 ME0475  ______________________________________________________________________
 ME0475* NAD 83(1986) POSITION- 41 27 04.     (N) 086 53 30.     (W)   SCALED
 ME0475* NAVD 88 ORTHO HEIGHT -   225.14  (meters)      738.6   (feet) RESET
 ME0475  ______________________________________________________________________
 ME0475  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 ME0475  VERT ORDER      -  THIRD
 ME0475
 ME0475.The horizontal coordinates were scaled from a map and have
 ME0475.an estimated accuracy of +/- 6 seconds.
 ME0475
 ME0475.The orthometric height was computed from unverified reset data.
 ME0475
 ME0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0475.GEOID18 height accuracy estimate available here.
 ME0475
 ME0475.Click photographs - Photos may exist for this station.
 ME0475
 ME0475;                    North         East    Units  Estimated Accuracy
 ME0475;SPC IN W     -   688,670.      916,020.      MT  (+/- 180 meters Scaled)
 ME0475
 ME0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090888(NAD 83)
 ME0475
 ME0475                          SUPERSEDED SURVEY CONTROL
 ME0475
 ME0475  NGVD 29 (08/22/16)  225.22   (m)          738.9    (f) RESET       3  
 ME0475
 ME0475.Superseded values are not recommended for survey control.
 ME0475
 ME0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0475.See file dsdata.pdf to determine how the superseded data were derived.
 ME0475
 ME0475_MARKER: DB = BENCH MARK DISK
 ME0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0475_SP_SET: BRIDGE
 ME0475_STAMPING: L 149 RESET 1956
 ME0475_MARK LOGO: CGS
 ME0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0475
 ME0475  HISTORY     - Date     Condition        Report By
 ME0475  HISTORY     - 1956     MONUMENTED       INHD
 ME0475  HISTORY     - 1988     GOOD             USPSQD
 ME0475
 ME0475                          STATION DESCRIPTION
 ME0475
 ME0475'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 ME0475'1.2 MI N FROM WANATAH.
 ME0475'1.2 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION OF
 ME0475'U.S. HIGHWAY 30 AT WANATAN, AT A 20-FOOT CONCRETE BRIDGE OVER
 ME0475'A DITCH, IN THE TOP OF THE CURB AT THE SOUTHWEST CORNER OF THE
 ME0475'STRUCTURE, 20.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 ME0475'ABOUT 5 INCHES HIGHER THAN THE HIGHWAY.
 ME0475
 ME0475                          STATION RECOVERY (1988)
 ME0475
 ME0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0255 ***********************************************************************
 MD0255  DESIGNATION -  L 15
 MD0255  PID         -  MD0255
 MD0255  STATE/COUNTY-  IN/ALLEN
 MD0255  COUNTRY     -  US
 MD0255  USGS QUAD   -  MAPLES (2019)
 MD0255
 MD0255                         *CURRENT SURVEY CONTROL
 MD0255  ______________________________________________________________________
 MD0255* NAD 83(1986) POSITION- 41 04 26.     (N) 084 53 41.     (W)   SCALED
 MD0255* NAVD 88 ORTHO HEIGHT -   233.739 (meters)      766.86  (feet) ADJUSTED
 MD0255  ______________________________________________________________________
 MD0255  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 MD0255  DYNAMIC HEIGHT  -        233.644 (meters)      766.55  (feet) COMP
 MD0255  MODELED GRAVITY -    980,210.8   (mgal)                       NAVD 88
 MD0255
 MD0255  VERT ORDER      -  FIRST     CLASS II
 MD0255
 MD0255.The horizontal coordinates were scaled from a map and have
 MD0255.an estimated accuracy of +/- 6 seconds.
 MD0255
 MD0255.The orthometric height was determined by differential leveling and
 MD0255.adjusted by the NATIONAL GEODETIC SURVEY
 MD0255.in April 1995.
 MD0255
 MD0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0255.GEOID18 height accuracy estimate available here.
 MD0255
 MD0255.Click photographs - Photos may exist for this station.
 MD0255
 MD0255.The dynamic height is computed by dividing the NAVD 88
 MD0255.geopotential number by the normal gravity value computed on the
 MD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0255.degrees latitude (g = 980.6199 gals.).
 MD0255
 MD0255.The modeled gravity was interpolated from observed gravity values.
 MD0255
 MD0255;                    North         East    Units  Estimated Accuracy
 MD0255;SPC IN E     -   647,050.      164,870.      MT  (+/- 180 meters Scaled)
 MD0255
 MD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL768490(NAD 83)
 MD0255
 MD0255                          SUPERSEDED SURVEY CONTROL
 MD0255
 MD0255  NAVD 88 (06/15/91)  233.732  (m)          766.84   (f) SUPERSEDED  1 2
 MD0255  NGVD 29 (01/19/93)  233.890  (m)          767.35   (f) ADJUSTED    1 2
 MD0255  NGVD 29 (??/??/92)  233.890  (m)          767.35   (f) SUPERSEDED  1 2
 MD0255
 MD0255.Superseded values are not recommended for survey control.
 MD0255
 MD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0255.See file dsdata.pdf to determine how the superseded data were derived.
 MD0255
 MD0255_MARKER: DB = BENCH MARK DISK
 MD0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0255_STAMPING: L 15 1930 767.354
 MD0255_MARK LOGO: CGS
 MD0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0255+STABILITY: SURFACE MOTION
 MD0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0255+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0255
 MD0255  HISTORY     - Date     Condition        Report By
 MD0255  HISTORY     - 1930     MONUMENTED       CGS
 MD0255  HISTORY     - 1968     GOOD             CGS
 MD0255  HISTORY     - 19921019 GOOD             NGS
 MD0255
 MD0255                          STATION DESCRIPTION
 MD0255
 MD0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0255'6.4 MI E FROM NEW HAVEN.
 MD0255'ABOUT 6.4 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0255'U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, ALONG THE NORFOLK
 MD0255'AND WESTERN RAILWAY, AT A PRIVATE ROAD CROSSING, 0.5 MILE WEST OF
 MD0255'THE CROSSING OF SAMPSON ROAD, 266 FEET NORTH OF THE CENTER LINE
 MD0255'OF THE HIGHWAY, 63 FEET EAST OF THE NORTHEAST CORNER OF THE
 MD0255'CONCRETE FOUNDATION OF A WOODEN FRAME SHED, 50 FEET EAST OF THE
 MD0255'CENTER LINE OF THE PRIVATE ROAD, 42.5 FEET SOUTH OF THE SOUTH
 MD0255'RAIL, 4 1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET WEST
 MD0255'OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK
 MD0255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 MD0255'THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 4.9
 MD0255'MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 MD0255'STATE LINE ROAD AT EDGERTON.
 MD0255
 MD0255                          STATION RECOVERY (1992)
 MD0255
 MD0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0255'9.5 KM (5.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0255'U.S. HIGHWAY 24 IN NEW HAVEN, THENCE 0.1 KM (0.05 MI) NORTH ALONG
 MD0255'ROUSEY ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG THE NORFOLK
 MD0255'SOUTHERN RAILROAD, 0.8 KM (0.50 MI) WEST OF THE INTERSECTION OF
 MD0255'SAMPSON ROAD, 19.6 M (64.3 FT) EAST OF THE NORTHEAST CORNER OF A
 MD0255'BARN, 15.3 M (50.2 FT) EAST OF THE CENTER OF A FIELD ROAD, 13.0 M
 MD0255'(42.7 FT) SOUTH OF THE NEAR RAIL, 1.4 M (4.6 FT) NORTH OF A FENCE AND
 MD0255'WOODEN SHED, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0
 MD0255'FT) WEST OF A WITNESS P0ST, AND THE MONUMENT PROJECTS 0.13 M (0.43
 MD0255'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0531 ***********************************************************************
 ME0531  DESIGNATION -  L 150
 ME0531  PID         -  ME0531
 ME0531  STATE/COUNTY-  IN/STARKE
 ME0531  COUNTRY     -  US
 ME0531  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0531
 ME0531                         *CURRENT SURVEY CONTROL
 ME0531  ______________________________________________________________________
 ME0531* NAD 83(1986) POSITION- 41 23 24.     (N) 086 38 05.     (W)   SCALED
 ME0531* NAVD 88 ORTHO HEIGHT -   207.662 (meters)      681.30  (feet) ADJUSTED
 ME0531  ______________________________________________________________________
 ME0531  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME0531  DYNAMIC HEIGHT  -        207.578 (meters)      681.03  (feet) COMP
 ME0531  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0531
 ME0531  VERT ORDER      -  FIRST     CLASS I
 ME0531
 ME0531.The horizontal coordinates were scaled from a map and have
 ME0531.an estimated accuracy of +/- 6 seconds.
 ME0531
 ME0531.The orthometric height was determined by differential leveling and
 ME0531.adjusted by the NATIONAL GEODETIC SURVEY
 ME0531.in April 1995.
 ME0531
 ME0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0531.GEOID18 height accuracy estimate available here.
 ME0531
 ME0531.Click photographs - Photos may exist for this station.
 ME0531
 ME0531.The dynamic height is computed by dividing the NAVD 88
 ME0531.geopotential number by the normal gravity value computed on the
 ME0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0531.degrees latitude (g = 980.6199 gals.).
 ME0531
 ME0531.The modeled gravity was interpolated from observed gravity values.
 ME0531
 ME0531;                    North         East    Units  Estimated Accuracy
 ME0531;SPC IN W     -   681,970.      937,520.      MT  (+/- 180 meters Scaled)
 ME0531
 ME0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL305821(NAD 83)
 ME0531
 ME0531                          SUPERSEDED SURVEY CONTROL
 ME0531
 ME0531  NAVD 88 (06/15/91)  207.660  (m)          681.30   (f) SUPERSEDED  1 1
 ME0531  NGVD 29 (01/19/93)  207.761  (m)          681.63   (f) ADJUSTED    1 1
 ME0531  NGVD 29 (??/??/92)  207.758  (m)          681.62   (f) SUPERSEDED  1 1
 ME0531
 ME0531.Superseded values are not recommended for survey control.
 ME0531
 ME0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0531.See file dsdata.pdf to determine how the superseded data were derived.
 ME0531
 ME0531_MARKER: DD = SURVEY DISK
 ME0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0531_SP_SET: RETAINING WALL
 ME0531_STAMPING: STRK L 150
 ME0531_MARK LOGO: INHD
 ME0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0531+STABILITY: SURFACE MOTION
 ME0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0531+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0531
 ME0531  HISTORY     - Date     Condition        Report By
 ME0531  HISTORY     - UNK      MONUMENTED       INHD
 ME0531  HISTORY     - 1968     GOOD             CGS
 ME0531  HISTORY     - 1988     GOOD             USPSQD
 ME0531  HISTORY     - 19920907 GOOD             NGS
 ME0531
 ME0531                          STATION DESCRIPTION
 ME0531
 ME0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0531'2.8 MI W FROM HAMLET.
 ME0531'ABOUT 2.8 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0531'CROSSING OF STARKE STREET AT HAMLET, IN SECTION 15, R 2 W, T 34 N,
 ME0531'ABOUT 0.1 MILE EAST OF MILEPOST 401, ABOUT 35 YARDS NORTH OF THE
 ME0531'TRACKS, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 ME0531'GUARD RAIL BASE FOR A 66-FOOT BRIDGE OVER OLD U.S. HIGHWAY 30
 ME0531'OVER ROBINS DITCH, 20 FEET NORTH OF THE CENTER LINE OF OLD U.S.
 ME0531'HIGHWAY 30 AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ME0531
 ME0531                          STATION RECOVERY (1988)
 ME0531
 ME0531'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0531'RECOVERED IN GOOD CONDITION.
 ME0531
 ME0531                          STATION RECOVERY (1992)
 ME0531
 ME0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0531'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0531'HAMLET, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0531'IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE NORTHWEST
 ME0531'CONCRETE RETAINING WALL OF OLD HIGHWAY 30 BRIDGE SPANNING ROBBINS
 ME0531'DITCH, 25.8 M (84.6 FT) NORTH OF THE NEAR RAIL, 6.6 M (21.7 FT) NORTH
 ME0531'OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 ME0531'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0552 ***********************************************************************
 ME0552  DESIGNATION -  L 150
 ME0552  PID         -  ME0552
 ME0552  STATE/COUNTY-  IN/LA PORTE
 ME0552  COUNTRY     -  US
 ME0552  USGS QUAD   -  HANNA (2019)
 ME0552
 ME0552                         *CURRENT SURVEY CONTROL
 ME0552  ______________________________________________________________________
 ME0552* NAD 83(1986) POSITION- 41 24 57.     (N) 086 48 25.     (W)   SCALED
 ME0552* NAVD 88 ORTHO HEIGHT -   215.075 (meters)      705.63  (feet) ADJUSTED
 ME0552  ______________________________________________________________________
 ME0552  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 ME0552  DYNAMIC HEIGHT  -        214.987 (meters)      705.34  (feet) COMP
 ME0552  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 ME0552
 ME0552  VERT ORDER      -  FIRST     CLASS I
 ME0552
 ME0552.The horizontal coordinates were scaled from a map and have
 ME0552.an estimated accuracy of +/- 6 seconds.
 ME0552
 ME0552.The orthometric height was determined by differential leveling and
 ME0552.adjusted by the NATIONAL GEODETIC SURVEY
 ME0552.in June 1991.
 ME0552
 ME0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0552.GEOID18 height accuracy estimate available here.
 ME0552
 ME0552.Click photographs - Photos may exist for this station.
 ME0552
 ME0552.The dynamic height is computed by dividing the NAVD 88
 ME0552.geopotential number by the normal gravity value computed on the
 ME0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0552.degrees latitude (g = 980.6199 gals.).
 ME0552
 ME0552.The modeled gravity was interpolated from observed gravity values.
 ME0552
 ME0552;                    North         East    Units  Estimated Accuracy
 ME0552;SPC IN W     -   684,780.      923,110.      MT  (+/- 180 meters Scaled)
 ME0552
 ME0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL161849(NAD 83)
 ME0552
 ME0552                          SUPERSEDED SURVEY CONTROL
 ME0552
 ME0552  NGVD 29 (01/19/93)  215.172  (m)          705.94   (f) ADJUSTED    1 1
 ME0552  NGVD 29 (??/??/92)  215.170  (m)          705.94   (f) SUPERSEDED  1 1
 ME0552
 ME0552.Superseded values are not recommended for survey control.
 ME0552
 ME0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0552.See file dsdata.pdf to determine how the superseded data were derived.
 ME0552
 ME0552_MARKER: DB = BENCH MARK DISK
 ME0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0552_STAMPING: L 150 1946
 ME0552_MARK LOGO: CGS
 ME0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0552+STABILITY: SURFACE MOTION
 ME0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0552+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0552
 ME0552  HISTORY     - Date     Condition        Report By
 ME0552  HISTORY     - 1946     MONUMENTED       CGS
 ME0552  HISTORY     - 1968     GOOD             CGS
 ME0552  HISTORY     - 19920907 GOOD             NGS
 ME0552  HISTORY     - 20071103 GOOD             GEOCAC
 ME0552
 ME0552                          STATION DESCRIPTION
 ME0552
 ME0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0552'1.4 MI W FROM HANNA.
 ME0552'ABOUT 1.4 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0552'CROSSING OF THOMPSON STREET AT HANNA, 42.2 FEET NORTH OF THE
 ME0552'NORTH RAIL OF THE WESTBOUND TRACK, 35 1/2 FEET SOUTH OF THE
 ME0552'CENTER LINE OF U.S. HIGHWAY 30 ALTERNATE, 18.4 FEET NORTH OF
 ME0552'MILEPOST 410, NEAR THE NORTH EDGE OF A DITCH BETWEEN THE TRACKS
 ME0552'AND THE HIGHWAY, 0.9 FOOT EAST OF A METAL WITNESS POST 7 FEET
 ME0552'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME0552'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 7,
 ME0552'T 34 N, R 3 W.
 ME0552
 ME0552                          STATION RECOVERY (1992)
 ME0552
 ME0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0552'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0552'IN HANNA, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG OLD HIGHWAY 30, 17.0
 ME0552'M (55.8 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 11.1 M
 ME0552'(36.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) NORTH OF
 ME0552'MILEPOST 410, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M
 ME0552'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ME0552'GROUND SURFACE.
 ME0552
 ME0552                          STATION RECOVERY (2007)
 ME0552
 ME0552'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3326 ***********************************************************************
 ME3326  DESIGNATION -  L 151 RESET
 ME3326  PID         -  ME3326
 ME3326  STATE/COUNTY-  IN/PORTER
 ME3326  COUNTRY     -  US
 ME3326  USGS QUAD   -  CHESTERTON (2019)
 ME3326
 ME3326                         *CURRENT SURVEY CONTROL
 ME3326  ______________________________________________________________________
 ME3326* NAD 83(1986) POSITION- 41 32 12.     (N) 087 02 13.     (W)   SCALED
 ME3326* NAVD 88 ORTHO HEIGHT -   257.55  (meters)      845.0   (feet) RESET
 ME3326  ______________________________________________________________________
 ME3326  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 ME3326  VERT ORDER      -  THIRD
 ME3326
 ME3326.The horizontal coordinates were scaled from a map and have
 ME3326.an estimated accuracy of +/- 6 seconds.
 ME3326
 ME3326.The orthometric height was computed from unverified reset data.
 ME3326
 ME3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3326.GEOID18 height accuracy estimate available here.
 ME3326
 ME3326.Click photographs - Photos may exist for this station.
 ME3326
 ME3326;                    North         East    Units  Estimated Accuracy
 ME3326;SPC IN W     -   698,160.      903,870.      MT  (+/- 180 meters Scaled)
 ME3326
 ME3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL969983(NAD 83)
 ME3326
 ME3326                          SUPERSEDED SURVEY CONTROL
 ME3326
 ME3326  NGVD 29 (08/22/16)  257.64   (m)          845.3    (f) RESET       3  
 ME3326
 ME3326.Superseded values are not recommended for survey control.
 ME3326
 ME3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3326.See file dsdata.pdf to determine how the superseded data were derived.
 ME3326
 ME3326_MARKER: DB = BENCH MARK DISK
 ME3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3326_STAMPING: L 151 RESET 1983
 ME3326_MARK LOGO: NGS
 ME3326_PROJECTION: FLUSH
 ME3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3326+STABILITY: SURFACE MOTION
 ME3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3326+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 ME3326
 ME3326  HISTORY     - Date     Condition        Report By
 ME3326  HISTORY     - 1983     MONUMENTED       INHD
 ME3326  HISTORY     - 20050202 GOOD             INDIV
 ME3326
 ME3326                          STATION DESCRIPTION
 ME3326
 ME3326'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1983
 ME3326'7.2 KM (4.50 MI) NORTH FROM VALPARAISO.
 ME3326'0.87 MILE SOUTH OF US 6, 196.2 FEET EAST OF THE CENTERLINE OF BUSINESS
 ME3326'STATE ROUTE 49, 9.3 FEET SOUTH-SOUTHWEST OF THE INDIANA RIGHT-OF-WAY
 ME3326'MARKER POST AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF
 ME3326'BUSINESS STATE ROUTE 49 AND THE SOUTH RIGHT-OF-WAY LINE OF NEW STATE
 ME3326'ROUTE 49.
 ME3326
 ME3326                          STATION RECOVERY (2005)
 ME3326
 ME3326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SST)
 ME3326'RECOVERED AS DESCRIBED, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0773 ***********************************************************************
 ME0773  DESIGNATION -  L 152
 ME0773  PID         -  ME0773
 ME0773  STATE/COUNTY-  IN/LA PORTE
 ME0773  COUNTRY     -  US
 ME0773  USGS QUAD   -  LAPORTE WEST (2019)
 ME0773
 ME0773                         *CURRENT SURVEY CONTROL
 ME0773  ______________________________________________________________________
 ME0773* NAD 83(1986) POSITION- 41 35 28.90   (N) 086 47 52.92   (W)   HD_HELD1
 ME0773* NAVD 88 ORTHO HEIGHT -   253.011 (meters)      830.09  (feet) ADJUSTED
 ME0773  ______________________________________________________________________
 ME0773  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0773  DYNAMIC HEIGHT  -        252.913 (meters)      829.77  (feet) COMP
 ME0773  MODELED GRAVITY -    980,227.8   (mgal)                       NAVD 88
 ME0773
 ME0773  VERT ORDER      -  SECOND    CLASS 0
 ME0773
 ME0773.The horizontal coordinates were determined by differentially corrected
 ME0773.hand held GPS observations or other comparable positioning techniques
 ME0773.and have an estimated accuracy of +/- 3 meters.
 ME0773
 ME0773.The orthometric height was determined by differential leveling and
 ME0773.adjusted by the NATIONAL GEODETIC SURVEY
 ME0773.in June 1991.
 ME0773
 ME0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0773.GEOID18 height accuracy estimate available here.
 ME0773
 ME0773.Click photographs - Photos may exist for this station.
 ME0773
 ME0773.The dynamic height is computed by dividing the NAVD 88
 ME0773.geopotential number by the normal gravity value computed on the
 ME0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0773.degrees latitude (g = 980.6199 gals.).
 ME0773
 ME0773.The modeled gravity was interpolated from observed gravity values.
 ME0773
 ME0773;                    North         East    Units  Estimated Accuracy
 ME0773;SPC IN W     -   704,271.7     923,787.2     MT  (+/- 3 meters HH1 GPS) 
 ME0773
 ME0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1683204426(NAD 83)
 ME0773
 ME0773                          SUPERSEDED SURVEY CONTROL
 ME0773
 ME0773  NGVD 29 (??/??/92)  253.109  (m)          830.41   (f) ADJ UNCH    2 0
 ME0773
 ME0773.Superseded values are not recommended for survey control.
 ME0773
 ME0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0773.See file dsdata.pdf to determine how the superseded data were derived.
 ME0773
 ME0773_MARKER: DB = BENCH MARK DISK
 ME0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0773_STAMPING: L 152 1946
 ME0773_MARK LOGO: CGS
 ME0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0773+STABILITY: SURFACE MOTION
 ME0773
 ME0773  HISTORY     - Date     Condition        Report By
 ME0773  HISTORY     - 1946     MONUMENTED       CGS
 ME0773
 ME0773                          STATION DESCRIPTION
 ME0773
 ME0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0773'3.8 MI NE FROM PIN HOOK.
 ME0773'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE OLD
 ME0773'SCHOOL BUILDING AT PIN HOOK, LA PORTE COUNTY, ABOUT 4.6 MILES
 ME0773'SOUTHWEST OF THE COUNTY COURTHOUSE AT LA PORTE, AT THE JUNCTION
 ME0773'OF THE ROAD LEADING NORTH TO PINOLA, 49 FEET SOUTH OF THE CENTER
 ME0773'LINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ME0773'5.5 FEET WEST OF POWER POLE 555/178, 7.0 FEET WEST OF A FENCE
 ME0773'CORNER, 1.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.3 FEET EAST
 ME0773'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 ME0773'A BRONZE DISK, STAMPED L 152 1946 AND SET IN THE TOP OF A CONCRETE
 ME0773'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0485 ***********************************************************************
 ME0485  DESIGNATION -  L 153
 ME0485  PID         -  ME0485
 ME0485  STATE/COUNTY-  IN/LA PORTE
 ME0485  COUNTRY     -  US
 ME0485  USGS QUAD   -  HANNA (2019)
 ME0485
 ME0485                         *CURRENT SURVEY CONTROL
 ME0485  ______________________________________________________________________
 ME0485* NAD 83(1986) POSITION- 41 29 28.     (N) 086 47 36.     (W)   SCALED
 ME0485* NAVD 88 ORTHO HEIGHT -   228.192 (meters)      748.66  (feet) ADJUSTED
 ME0485  ______________________________________________________________________
 ME0485  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME0485  DYNAMIC HEIGHT  -        228.100 (meters)      748.36  (feet) COMP
 ME0485  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 ME0485
 ME0485  VERT ORDER      -  SECOND    CLASS 0
 ME0485
 ME0485.The horizontal coordinates were scaled from a map and have
 ME0485.an estimated accuracy of +/- 6 seconds.
 ME0485
 ME0485.The orthometric height was determined by differential leveling and
 ME0485.adjusted by the NATIONAL GEODETIC SURVEY
 ME0485.in June 1991.
 ME0485
 ME0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0485.GEOID18 height accuracy estimate available here.
 ME0485
 ME0485.Click photographs - Photos may exist for this station.
 ME0485
 ME0485.The dynamic height is computed by dividing the NAVD 88
 ME0485.geopotential number by the normal gravity value computed on the
 ME0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0485.degrees latitude (g = 980.6199 gals.).
 ME0485
 ME0485.The modeled gravity was interpolated from observed gravity values.
 ME0485
 ME0485;                    North         East    Units  Estimated Accuracy
 ME0485;SPC IN W     -   693,140.      924,220.      MT  (+/- 180 meters Scaled)
 ME0485
 ME0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL172932(NAD 83)
 ME0485
 ME0485                          SUPERSEDED SURVEY CONTROL
 ME0485
 ME0485  NGVD 29 (??/??/92)  228.290  (m)          748.98   (f) ADJ UNCH    2 0
 ME0485
 ME0485.Superseded values are not recommended for survey control.
 ME0485
 ME0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0485.See file dsdata.pdf to determine how the superseded data were derived.
 ME0485
 ME0485_MARKER: DB = BENCH MARK DISK
 ME0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0485_STAMPING: L 153 1946
 ME0485_MARK LOGO: CGS
 ME0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0485+STABILITY: SURFACE MOTION
 ME0485
 ME0485  HISTORY     - Date     Condition        Report By
 ME0485  HISTORY     - 1946     MONUMENTED       CGS
 ME0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0485
 ME0485                          STATION DESCRIPTION
 ME0485
 ME0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0485'0.8 MI W FROM UNION MILLS.
 ME0485'ABOUT 0.85 MILE WEST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 ME0485'UNION MILLS, LA PORTE COUNTY, AT THE CROSSING OF THE GRAND TRUNK
 ME0485'WESTERN RAILROAD, 55 FEET WEST OF A CROSSING-WARNING SIGN, 40
 ME0485'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 18
 ME0485'FEET NORTH OF THE CENTER LINE OF THE ROAD, 52 FEET EAST OF A
 ME0485'TELEPHONE POLE, 7.5 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 ME0485'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 ME0485'A BRONZE DISK, STAMPED L 153 1946 AND SET IN THE TOP OF A
 ME0485'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0485
 ME0485                          STATION RECOVERY (1989)
 ME0485
 ME0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0808 ***********************************************************************
 ME0808  DESIGNATION -  L 154
 ME0808  PID         -  ME0808
 ME0808  STATE/COUNTY-  IN/LA PORTE
 ME0808  COUNTRY     -  US
 ME0808  USGS QUAD   -  STILLWELL (2019)
 ME0808
 ME0808                         *CURRENT SURVEY CONTROL
 ME0808  ______________________________________________________________________
 ME0808* NAD 83(1986) POSITION- 41 34 02.     (N) 086 36 48.     (W)   SCALED
 ME0808* NAVD 88 ORTHO HEIGHT -   228.081 (meters)      748.30  (feet) ADJUSTED
 ME0808  ______________________________________________________________________
 ME0808  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0808  DYNAMIC HEIGHT  -        227.991 (meters)      748.00  (feet) COMP
 ME0808  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 ME0808
 ME0808  VERT ORDER      -  SECOND    CLASS 0
 ME0808
 ME0808.The horizontal coordinates were scaled from a map and have
 ME0808.an estimated accuracy of +/- 6 seconds.
 ME0808
 ME0808.The orthometric height was determined by differential leveling and
 ME0808.adjusted by the NATIONAL GEODETIC SURVEY
 ME0808.in June 1991.
 ME0808
 ME0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0808.GEOID18 height accuracy estimate available here.
 ME0808
 ME0808.Click photographs - Photos may exist for this station.
 ME0808
 ME0808.The dynamic height is computed by dividing the NAVD 88
 ME0808.geopotential number by the normal gravity value computed on the
 ME0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0808.degrees latitude (g = 980.6199 gals.).
 ME0808
 ME0808.The modeled gravity was interpolated from observed gravity values.
 ME0808
 ME0808;                    North         East    Units  Estimated Accuracy
 ME0808;SPC IN W     -   701,660.      939,200.      MT  (+/- 180 meters Scaled)
 ME0808
 ME0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM322017(NAD 83)
 ME0808
 ME0808                          SUPERSEDED SURVEY CONTROL
 ME0808
 ME0808  NGVD 29 (??/??/92)  228.186  (m)          748.64   (f) ADJ UNCH    2 0
 ME0808
 ME0808.Superseded values are not recommended for survey control.
 ME0808
 ME0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0808.See file dsdata.pdf to determine how the superseded data were derived.
 ME0808
 ME0808_MARKER: DB = BENCH MARK DISK
 ME0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0808_STAMPING: L 154 1946
 ME0808_MARK LOGO: CGS
 ME0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0808+STABILITY: SURFACE MOTION
 ME0808
 ME0808  HISTORY     - Date     Condition        Report By
 ME0808  HISTORY     - 1946     MONUMENTED       CGS
 ME0808
 ME0808                          STATION DESCRIPTION
 ME0808
 ME0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0808'6.6 MI SE FROM LA PORTE.
 ME0808'ABOUT 6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0808'HOUSE AT LA PORTE, AT A RIGHT ANGLE TURN IN HIGHWAY 4 WITH
 ME0808'TANGENTS EXTENDING NORTHWEST AND NORTHEAST, AND THE JUNCTION OF
 ME0808'STATE HIGHWAY 104 LEADING SOUTHEAST TO STILLWELL, AND A PAVED
 ME0808'COUNTY ROAD LEADING SOUTHWEST, 36 FEET SOUTHWEST OF THE CENTER
 ME0808'LINE OF HIGHWAY 104, 54 FEET SOUTHEAST OF THE CENTER OF THE
 ME0808'INTERSECTION, 3 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET
 ME0808'NORTHEAST OF THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 ME0808'WITNESS POST, ABOUT 2 FEET ABOVE THE INTERSECTION, AND SET IN
 ME0808'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THIS MARK
 ME0808'IS ABOUT 0.25 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE GRAND
 ME0808'TRUNK WESTERN RAILROAD STATION, THENCE ABOUT 0.95 MILE NORTHWEST
 ME0808'ALONG STATE HIGHWAY 104 TO THE JUNCTION OF STATE HIGHWAY 4.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0051 ***********************************************************************
 ME0051  DESIGNATION -  L 155
 ME0051  PID         -  ME0051
 ME0051  STATE/COUNTY-  IN/ST JOSEPH
 ME0051  COUNTRY     -  US
 ME0051  USGS QUAD   -  LYDICK (2019)
 ME0051
 ME0051                         *CURRENT SURVEY CONTROL
 ME0051  ______________________________________________________________________
 ME0051* NAD 83(1986) POSITION- 41 41 24.64   (N) 086 27 09.98   (W)   HD_HELD1
 ME0051* NAVD 88 ORTHO HEIGHT -   224.517 (meters)      736.60  (feet) ADJUSTED
 ME0051  ______________________________________________________________________
 ME0051  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0051  DYNAMIC HEIGHT  -        224.431 (meters)      736.32  (feet) COMP
 ME0051  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 ME0051
 ME0051  VERT ORDER      -  SECOND    CLASS 0
 ME0051
 ME0051.The horizontal coordinates were determined by differentially corrected
 ME0051.hand held GPS observations or other comparable positioning techniques
 ME0051.and have an estimated accuracy of +/- 3 meters.
 ME0051
 ME0051.The orthometric height was determined by differential leveling and
 ME0051.adjusted by the NATIONAL GEODETIC SURVEY
 ME0051.in June 1991.
 ME0051
 ME0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0051.GEOID18 height accuracy estimate available here.
 ME0051
 ME0051.Click photographs - Photos may exist for this station.
 ME0051
 ME0051.The dynamic height is computed by dividing the NAVD 88
 ME0051.geopotential number by the normal gravity value computed on the
 ME0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0051.degrees latitude (g = 980.6199 gals.).
 ME0051
 ME0051.The modeled gravity was interpolated from observed gravity values.
 ME0051
 ME0051;                    North         East    Units  Estimated Accuracy
 ME0051;SPC IN E     -   715,505.8      34,557.5     MT  (+/- 3 meters HH1 GPS) 
 ME0051
 ME0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4553915522(NAD 83)
 ME0051
 ME0051                          SUPERSEDED SURVEY CONTROL
 ME0051
 ME0051  NGVD 29 (??/??/92)  224.622  (m)          736.95   (f) ADJ UNCH    2 0
 ME0051
 ME0051.Superseded values are not recommended for survey control.
 ME0051
 ME0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0051.See file dsdata.pdf to determine how the superseded data were derived.
 ME0051
 ME0051_MARKER: DB = BENCH MARK DISK
 ME0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0051_STAMPING: L 155 1946
 ME0051_MARK LOGO: CGS
 ME0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0051+STABILITY: SURFACE MOTION
 ME0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0051+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0051
 ME0051  HISTORY     - Date     Condition        Report By
 ME0051  HISTORY     - 1946     MONUMENTED       CGS
 ME0051  HISTORY     - 1983     GOOD             USPSQD
 ME0051  HISTORY     - 20171019 GOOD             LFA
 ME0051
 ME0051                          STATION DESCRIPTION
 ME0051
 ME0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0051'6.4 MI SE FROM NEW CARLISLE.
 ME0051'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH
 ME0051'U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 2.8 MILES EAST ALONG
 ME0051'STATE HIGHWAY 2, THENCE 1.2 MILE NORTH ALONG SNOWBERRY ROAD, AT
 ME0051'THE ENTRANCE TO GORDON AIRPORT, 11 FEET NORTH OF THE CENTER LINE
 ME0051'OF THE ENTRANCE ROAD, 22 FEET WEST OF THE CENTER LINE OF SNOWBERRY
 ME0051'ROAD, 2 FEET NORTH OF POWER POLE 5224-20, 1.5 FOOT EAST OF A
 ME0051'FENCE CORNER, 1 1/2 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 ME0051'ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0051'POST PROJECTING ABOUT 6 INCHES.
 ME0051
 ME0051                          STATION RECOVERY (1983)
 ME0051
 ME0051'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0051'DESCRIPTION----AS STATED---EXCEPT GORDON AIRPORT ABANDONED
 ME0051'NONE-EXISTENT.
 ME0051
 ME0051                          STATION RECOVERY (2017)
 ME0051
 ME0051'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0051'CONCRETE POST IS PROJECTING APPROX. 1.5 FT. ABOVE GROUND LEVEL //
 ME0051'AIRPORT, ENTRANCE ROAD, WHITE WOODEN WITNESS POST AND FENCE CORNER NO
 ME0051'LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1394 ***********************************************************************
 ME1394  DESIGNATION -  L 156
 ME1394  PID         -  ME1394
 ME1394  STATE/COUNTY-  IN/JASPER
 ME1394  COUNTRY     -  US
 ME1394  USGS QUAD   -  GIFFORD (2019)
 ME1394
 ME1394                         *CURRENT SURVEY CONTROL
 ME1394  ______________________________________________________________________
 ME1394* NAD 83(1986) POSITION- 41 05 34.     (N) 087 02 45.     (W)   SCALED
 ME1394* NAVD 88 ORTHO HEIGHT -   209.822 (meters)      688.39  (feet) ADJUSTED
 ME1394  ______________________________________________________________________
 ME1394  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME1394  DYNAMIC HEIGHT  -        209.732 (meters)      688.10  (feet) COMP
 ME1394  MODELED GRAVITY -    980,188.9   (mgal)                       NAVD 88
 ME1394
 ME1394  VERT ORDER      -  SECOND    CLASS 0
 ME1394
 ME1394.The horizontal coordinates were scaled from a map and have
 ME1394.an estimated accuracy of +/- 6 seconds.
 ME1394
 ME1394.The orthometric height was determined by differential leveling and
 ME1394.adjusted by the NATIONAL GEODETIC SURVEY
 ME1394.in June 1991.
 ME1394
 ME1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1394.GEOID18 height accuracy estimate available here.
 ME1394
 ME1394.Click photographs - Photos may exist for this station.
 ME1394
 ME1394.The dynamic height is computed by dividing the NAVD 88
 ME1394.geopotential number by the normal gravity value computed on the
 ME1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1394.degrees latitude (g = 980.6199 gals.).
 ME1394
 ME1394.The modeled gravity was interpolated from observed gravity values.
 ME1394
 ME1394;                    North         East    Units  Estimated Accuracy
 ME1394;SPC IN W     -   648,860.      903,150.      MT  (+/- 180 meters Scaled)
 ME1394
 ME1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961490(NAD 83)
 ME1394
 ME1394                          SUPERSEDED SURVEY CONTROL
 ME1394
 ME1394  NGVD 29 (??/??/92)  209.916  (m)          688.70   (f) ADJ UNCH    2 0
 ME1394
 ME1394.Superseded values are not recommended for survey control.
 ME1394
 ME1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1394.See file dsdata.pdf to determine how the superseded data were derived.
 ME1394
 ME1394_MARKER: DB = BENCH MARK DISK
 ME1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1394_STAMPING: L 156 1946
 ME1394_MARK LOGO: CGS
 ME1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1394+STABILITY: SURFACE MOTION
 ME1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1394+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1394
 ME1394  HISTORY     - Date     Condition        Report By
 ME1394  HISTORY     - 1946     MONUMENTED       CGS
 ME1394  HISTORY     - 1968     GOOD             CGS
 ME1394  HISTORY     - 20120327 GOOD             IN-073
 ME1394
 ME1394                          STATION DESCRIPTION
 ME1394
 ME1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1394'7.5 MI S FROM WHEATFIELD.
 ME1394'ABOUT 7.5 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1394'CENTRAL RAILROAD STATION, AT THE JUNCTION WITH A ROAD LEADING
 ME1394'EAST TO ASPHAULTUM, CO RD. 550 N, 26 FEET NORTH OF THE CENTER
 ME1394'LINE OF THE ASPHAULTUM ROAD, 57 FEET EAST OF THE CENTER LINE OF
 ME1394'THE HIGHWAY, 17 FEET EAST OF REA POWER POLE B 0-143, 1.6 FEET
 ME1394'NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT ABOVE THE
 ME1394'LEVEL OF THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 ME1394'PROJECTING 5 INCHES.  MARK IS ONE FOOT SW OF A WITNESS POST.
 ME1394
 ME1394                          STATION RECOVERY (1968)
 ME1394
 ME1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1394'RECOVERED IN GOOD CONDITION.
 ME1394
 ME1394                          STATION RECOVERY (2012)
 ME1394
 ME1394'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1395 ***********************************************************************
 ME1395  DESIGNATION -  L 157
 ME1395  PID         -  ME1395
 ME1395  STATE/COUNTY-  IN/JASPER
 ME1395  COUNTRY     -  US
 ME1395  USGS QUAD   -  GIFFORD (2019)
 ME1395
 ME1395                         *CURRENT SURVEY CONTROL
 ME1395  ______________________________________________________________________
 ME1395* NAD 83(1986) POSITION- 41 04 41.     (N) 087 02 46.     (W)   SCALED
 ME1395* NAVD 88 ORTHO HEIGHT -   207.976 (meters)      682.33  (feet) ADJUSTED
 ME1395  ______________________________________________________________________
 ME1395  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 ME1395  DYNAMIC HEIGHT  -        207.887 (meters)      682.04  (feet) COMP
 ME1395  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 ME1395
 ME1395  VERT ORDER      -  SECOND    CLASS 0
 ME1395
 ME1395.The horizontal coordinates were scaled from a map and have
 ME1395.an estimated accuracy of +/- 6 seconds.
 ME1395
 ME1395.The orthometric height was determined by differential leveling and
 ME1395.adjusted by the NATIONAL GEODETIC SURVEY
 ME1395.in June 1991.
 ME1395
 ME1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1395.GEOID18 height accuracy estimate available here.
 ME1395
 ME1395.Click photographs - Photos may exist for this station.
 ME1395
 ME1395.The dynamic height is computed by dividing the NAVD 88
 ME1395.geopotential number by the normal gravity value computed on the
 ME1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1395.degrees latitude (g = 980.6199 gals.).
 ME1395
 ME1395.The modeled gravity was interpolated from observed gravity values.
 ME1395
 ME1395;                    North         East    Units  Estimated Accuracy
 ME1395;SPC IN W     -   647,230.      903,130.      MT  (+/- 180 meters Scaled)
 ME1395
 ME1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961474(NAD 83)
 ME1395
 ME1395                          SUPERSEDED SURVEY CONTROL
 ME1395
 ME1395  NGVD 29 (??/??/92)  208.070  (m)          682.64   (f) ADJ UNCH    2 0
 ME1395
 ME1395.Superseded values are not recommended for survey control.
 ME1395
 ME1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1395.See file dsdata.pdf to determine how the superseded data were derived.
 ME1395
 ME1395_MARKER: DB = BENCH MARK DISK
 ME1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1395_STAMPING: L 157 1946
 ME1395_MARK LOGO: CGS
 ME1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1395+STABILITY: SURFACE MOTION
 ME1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1395+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1395
 ME1395  HISTORY     - Date     Condition        Report By
 ME1395  HISTORY     - 1946     MONUMENTED       CGS
 ME1395  HISTORY     - 1968     GOOD             CGS
 ME1395  HISTORY     - 20050830 GOOD             BFSINC
 ME1395  HISTORY     - 20120327 GOOD             IN-073
 ME1395
 ME1395                          STATION DESCRIPTION
 ME1395
 ME1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1395'3 MI NW FROM NEWLAND.
 ME1395'ABOUT 1.8 MILES NORTH ALONG A DIRT ROAD FROM THE CROSS ROADS
 ME1395'AT NEWLAND, THENCE 0.7 MILE WEST (CO RD. 450 N) ALONG A GRAVEL
 ME1395'ROAD, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 49, AT THE
 ME1395'JUNCTION WITH A GRAVEL ROAD LEADING WEST, 63 FEET WEST OF THE
 ME1395'CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE
 ME1395'OF THE SIDE ROAD, 2 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 ME1395'1 FOOT SOUTH OF A WIRE FENCE LINE, ABOUT LEVEL WITH THE JUNCTION,
 ME1395'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME1395'THIS MARK IS ABOUT 8.5 MILES SOUTH ALONG STATE HIGHWAY 49 FROM
 ME1395'THE NEW YORK CENTRAL RAILROAD STATION AT WHEATFIELD.  THIS MARK
 ME1395'MAY ALSO BE REACHED FROM THE VILLAGE OF GIFFORD BY GOING EAST
 ME1395'FROM THE T ROAD JUNCTION FOR 0.3 MILE ALONG A GRAVEL ROAD, THENCE
 ME1395'0.5 MILE NORTH ALONG HIGHWAY 49.  MARK IS 1 FOOT EAST OF A WITNESS
 ME1395'POST.
 ME1395
 ME1395                          STATION RECOVERY (1968)
 ME1395
 ME1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1395'RECOVERED IN GOOD CONDITION.
 ME1395
 ME1395                          STATION RECOVERY (2005)
 ME1395
 ME1395'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1395'RECOVERED IN GOOD CONDITION.
 ME1395
 ME1395                          STATION RECOVERY (2012)
 ME1395
 ME1395'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1224 ***********************************************************************
 MD1224  DESIGNATION -  L 158
 MD1224  PID         -  MD1224
 MD1224  STATE/COUNTY-  IN/KOSCIUSKO
 MD1224  COUNTRY     -  US
 MD1224  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1224
 MD1224                         *CURRENT SURVEY CONTROL
 MD1224  ______________________________________________________________________
 MD1224* NAD 83(1986) POSITION- 41 18 28.     (N) 085 44 06.     (W)   SCALED
 MD1224* NAVD 88 ORTHO HEIGHT -   257.023 (meters)      843.25  (feet) ADJUSTED
 MD1224  ______________________________________________________________________
 MD1224  GEOID HEIGHT    -        -33.461 (meters)                     GEOID18
 MD1224  DYNAMIC HEIGHT  -        256.916 (meters)      842.90  (feet) COMP
 MD1224  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 MD1224
 MD1224  VERT ORDER      -  SECOND    CLASS 0
 MD1224
 MD1224.The horizontal coordinates were scaled from a map and have
 MD1224.an estimated accuracy of +/- 6 seconds.
 MD1224
 MD1224.The orthometric height was determined by differential leveling and
 MD1224.adjusted by the NATIONAL GEODETIC SURVEY
 MD1224.in June 1991.
 MD1224
 MD1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1224.GEOID18 height accuracy estimate available here.
 MD1224
 MD1224.Click photographs - Photos may exist for this station.
 MD1224
 MD1224.The dynamic height is computed by dividing the NAVD 88
 MD1224.geopotential number by the normal gravity value computed on the
 MD1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1224.degrees latitude (g = 980.6199 gals.).
 MD1224
 MD1224.The modeled gravity was interpolated from observed gravity values.
 MD1224
 MD1224;                    North         East    Units  Estimated Accuracy
 MD1224;SPC IN E     -   672,740.       94,280.      MT  (+/- 180 meters Scaled)
 MD1224
 MD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058736(NAD 83)
 MD1224
 MD1224                          SUPERSEDED SURVEY CONTROL
 MD1224
 MD1224  NGVD 29 (??/??/92)  257.151  (m)          843.67   (f) ADJ UNCH    2 0
 MD1224
 MD1224.Superseded values are not recommended for survey control.
 MD1224
 MD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1224.See file dsdata.pdf to determine how the superseded data were derived.
 MD1224
 MD1224_MARKER: DB = BENCH MARK DISK
 MD1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1224_SP_SET: ABUTMENT WING WALL
 MD1224_STAMPING: L 158 1946
 MD1224_MARK LOGO: CGS
 MD1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1224
 MD1224  HISTORY     - Date     Condition        Report By
 MD1224  HISTORY     - 1946     MONUMENTED       CGS
 MD1224  HISTORY     - 1961     MARK NOT FOUND   CGS
 MD1224  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1224  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1224
 MD1224                          STATION DESCRIPTION
 MD1224
 MD1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1224'3.1 MI E FROM OSWEGO.
 MD1224'3.1 MILES EAST ALONG A PAVED ROAD FROM THE TIPPECANOE RIVER
 MD1224'BRIDGE AT OSWEGO, SET IN THE TOP OF THE WEST END OF THE SOUTHEAST
 MD1224'WING WALL AT THE SOUTH END OF THE EAST ABUTMENT OF A 60 FOOT
 MD1224'STEEL BRIDGE, 10 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 MD1224'LINE OF THE PAVED ROAD.
 MD1224
 MD1224                          STATION RECOVERY (1961)
 MD1224
 MD1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1224'MARK NOT FOUND.
 MD1224
 MD1224                          STATION RECOVERY (1990)
 MD1224
 MD1224'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 MD1224'MARK NOT FOUND.
 MD1224
 MD1224                          STATION RECOVERY (1997)
 MD1224
 MD1224'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1245 ***********************************************************************
 LB1245  DESIGNATION -  L 16
 LB1245  PID         -  LB1245
 LB1245  STATE/COUNTY-  IN/BENTON
 LB1245  COUNTRY     -  US
 LB1245  USGS QUAD   -  EARL PARK (2019)
 LB1245
 LB1245                         *CURRENT SURVEY CONTROL
 LB1245  ______________________________________________________________________
 LB1245* NAD 83(1986) POSITION- 40 42 16.     (N) 087 26 55.     (W)   SCALED
 LB1245* NAVD 88 ORTHO HEIGHT -   231.968 (meters)      761.05  (feet) ADJUSTED
 LB1245  ______________________________________________________________________
 LB1245  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1245  DYNAMIC HEIGHT  -        231.861 (meters)      760.70  (feet) COMP
 LB1245  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 LB1245
 LB1245  VERT ORDER      -  FIRST     CLASS II
 LB1245
 LB1245.The horizontal coordinates were scaled from a map and have
 LB1245.an estimated accuracy of +/- 6 seconds.
 LB1245
 LB1245.The orthometric height was determined by differential leveling and
 LB1245.adjusted by the NATIONAL GEODETIC SURVEY
 LB1245.in June 1991.
 LB1245
 LB1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1245.GEOID18 height accuracy estimate available here.
 LB1245
 LB1245.Click photographs - Photos may exist for this station.
 LB1245
 LB1245.The dynamic height is computed by dividing the NAVD 88
 LB1245.geopotential number by the normal gravity value computed on the
 LB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1245.degrees latitude (g = 980.6199 gals.).
 LB1245
 LB1245.The modeled gravity was interpolated from observed gravity values.
 LB1245
 LB1245;                    North         East    Units  Estimated Accuracy
 LB1245;SPC IN W     -   605,800.      869,130.      MT  (+/- 180 meters Scaled)
 LB1245
 LB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621060(NAD 83)
 LB1245
 LB1245                          SUPERSEDED SURVEY CONTROL
 LB1245
 LB1245  NGVD 29 (??/??/92)  232.020  (m)          761.22   (f) ADJ UNCH    1 2
 LB1245
 LB1245.Superseded values are not recommended for survey control.
 LB1245
 LB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1245.See file dsdata.pdf to determine how the superseded data were derived.
 LB1245
 LB1245_MARKER: DB = BENCH MARK DISK
 LB1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1245_STAMPING: L 16 1934
 LB1245_MARK LOGO: CGS
 LB1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1245+STABILITY: SURFACE MOTION
 LB1245
 LB1245  HISTORY     - Date     Condition        Report By
 LB1245  HISTORY     - 1934     MONUMENTED       CGS
 LB1245
 LB1245                          STATION DESCRIPTION
 LB1245
 LB1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1245'AT SHEFF.
 LB1245'AT SHEFF, BENTON COUNTY, 150 YARDS SOUTH OF THE NEW YORK CENTRAL
 LB1245'RAILROAD STATION, 115 YARDS SOUTHWEST OF A WATER TANK, 75 FEET
 LB1245'NORTH OF A SIGNAL TOWER, 21 FEET NORTH OF THE NORTH RAIL OF THE
 LB1245'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY TRACK,
 LB1245'27 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND N.Y.C.R.R. MAIN
 LB1245'TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 LB1245'L 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0324 ***********************************************************************
 LB0324  DESIGNATION -  L 16 CAR
 LB0324  PID         -  LB0324
 LB0324  STATE/COUNTY-  IN/CARROLL
 LB0324  COUNTRY     -  US
 LB0324  USGS QUAD   -  BURLINGTON (2019)
 LB0324
 LB0324                         *CURRENT SURVEY CONTROL
 LB0324  ______________________________________________________________________
 LB0324* NAD 83(1986) POSITION- 40 26 33.     (N) 086 23 33.     (W)   SCALED
 LB0324* NAVD 88 ORTHO HEIGHT -   240.443 (meters)      788.85  (feet) ADJUSTED
 LB0324  ______________________________________________________________________
 LB0324  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 LB0324  DYNAMIC HEIGHT  -        240.318 (meters)      788.44  (feet) COMP
 LB0324  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LB0324
 LB0324  VERT ORDER      -  SECOND    CLASS 0
 LB0324
 LB0324.The horizontal coordinates were scaled from a map and have
 LB0324.an estimated accuracy of +/- 6 seconds.
 LB0324
 LB0324.The orthometric height was determined by differential leveling and
 LB0324.adjusted by the NATIONAL GEODETIC SURVEY
 LB0324.in June 1991.
 LB0324
 LB0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0324.GEOID18 height accuracy estimate available here.
 LB0324
 LB0324.Click photographs - Photos may exist for this station.
 LB0324
 LB0324.The dynamic height is computed by dividing the NAVD 88
 LB0324.geopotential number by the normal gravity value computed on the
 LB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0324.degrees latitude (g = 980.6199 gals.).
 LB0324
 LB0324.The modeled gravity was interpolated from observed gravity values.
 LB0324
 LB0324;                    North         East    Units  Estimated Accuracy
 LB0324;SPC IN W     -   576,880.      958,610.      MT  (+/- 180 meters Scaled)
 LB0324
 LB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515770(NAD 83)
 LB0324
 LB0324                          SUPERSEDED SURVEY CONTROL
 LB0324
 LB0324  NGVD 29 (??/??/92)  240.551  (m)          789.21   (f) ADJ UNCH    2 0
 LB0324
 LB0324.Superseded values are not recommended for survey control.
 LB0324
 LB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0324.See file dsdata.pdf to determine how the superseded data were derived.
 LB0324
 LB0324_MARKER: DD = SURVEY DISK
 LB0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0324_SP_SET: BOX CULVERT HEADWALL
 LB0324_STAMPING: L 16 CAR
 LB0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0324
 LB0324  HISTORY     - Date     Condition        Report By
 LB0324  HISTORY     - UNK      MONUMENTED       INHD
 LB0324  HISTORY     - 1946     GOOD             CGS
 LB0324
 LB0324                          STATION DESCRIPTION
 LB0324
 LB0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0324'1.8 MI N FROM MIDDLE FORK.
 LB0324'ABOUT 1.75 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 LB0324'WITH STATE HIGHWAY 26 AT MIDDLE FORK, ABOUT 0.25 MILE SOUTH OF A
 LB0324'CROSS ROAD, SET IN THE TOP OF THE SOUTHEST WINGWALL OF A 12-FOOT
 LB0324'CONCRETE BOX CULVERT, 24 FEET EAST OF THE CENTER LINE OF THE
 LB0324'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  AN INDIANA STATE
 LB0324'HIGHWAY COMMISSION STANDARD DISK, STAMPED L 16 CAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1352 ***********************************************************************
 MD1352  DESIGNATION -  L 160
 MD1352  PID         -  MD1352
 MD1352  STATE/COUNTY-  IN/ELKHART
 MD1352  COUNTRY     -  US
 MD1352  USGS QUAD   -  GOSHEN (2019)
 MD1352
 MD1352                         *CURRENT SURVEY CONTROL
 MD1352  ______________________________________________________________________
 MD1352* NAD 83(1986) POSITION- 41 35 16.58   (N) 085 49 27.87   (W)   HD_HELD1
 MD1352* NAVD 88 ORTHO HEIGHT -   243.584 (meters)      799.16  (feet) ADJUSTED
 MD1352  ______________________________________________________________________
 MD1352  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 MD1352  DYNAMIC HEIGHT  -        243.489 (meters)      798.85  (feet) COMP
 MD1352  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD1352
 MD1352  VERT ORDER      -  SECOND    CLASS I
 MD1352
 MD1352.The horizontal coordinates were determined by differentially corrected
 MD1352.hand held GPS observations or other comparable positioning techniques
 MD1352.and have an estimated accuracy of +/- 3 meters.
 MD1352
 MD1352.The orthometric height was determined by differential leveling and
 MD1352.adjusted by the NATIONAL GEODETIC SURVEY
 MD1352.in March 2022.
 MD1352
 MD1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1352.GEOID18 height accuracy estimate available here.
 MD1352
 MD1352.Click photographs - Photos may exist for this station.
 MD1352
 MD1352.The dynamic height is computed by dividing the NAVD 88
 MD1352.geopotential number by the normal gravity value computed on the
 MD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1352.degrees latitude (g = 980.6199 gals.).
 MD1352
 MD1352.The modeled gravity was interpolated from observed gravity values.
 MD1352
 MD1352;                    North         East    Units  Estimated Accuracy
 MD1352;SPC IN E     -   703,864.3      86,847.4     MT  (+/- 3 meters HH1 GPS) 
 MD1352
 MD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9798604694(NAD 83)
 MD1352
 MD1352                          SUPERSEDED SURVEY CONTROL
 MD1352
 MD1352  NAVD 88 (06/15/91)  243.570  (m)          799.11   (f) SUPERSEDED  1 2
 MD1352  NGVD 29 (??/??/92)  243.691  (m)          799.51   (f) ADJ UNCH    1 2
 MD1352
 MD1352.Superseded values are not recommended for survey control.
 MD1352
 MD1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1352.See file dsdata.pdf to determine how the superseded data were derived.
 MD1352
 MD1352_MARKER: DD = SURVEY DISK
 MD1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1352_STAMPING: L 160
 MD1352_MARK LOGO: INHD
 MD1352_PROJECTION: PROJECTING 30 CENTIMETERS
 MD1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1352+STABILITY: SURFACE MOTION
 MD1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1352+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 MD1352
 MD1352  HISTORY     - Date     Condition        Report By
 MD1352  HISTORY     - 1946     MONUMENTED       INHD
 MD1352  HISTORY     - 1946     GOOD             CGS
 MD1352  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1352  HISTORY     - 20180214 GOOD             INDOT
 MD1352
 MD1352                          STATION DESCRIPTION
 MD1352
 MD1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1352'AT GOSHEN.
 MD1352'AT GOSHEN, ABOUT 0.4 MILE EAST OF THE POST OFFICE ALONG LINCOLN
 MD1352'AVENUE, ABOUT 0.2 MILE NORTHEAST OF THE NINTH STREET TOWER ON THE
 MD1352'NEW YORK CENTRAL RAILROAD, AT THE JUNCTION OF EAST LINCOLN AVENUE
 MD1352'AND OLIVE STREET, 60 FEET EAST OF THE CENTER LINE OF OLIVE STREET,
 MD1352'18 FEET NORTHWEST OF THE CENTER LINE OF EAST LINCOLN STREET, 36
 MD1352'FEET NORTHEAST OF THE STREET SIGN, 2 FEET NORTHEAST OF A WHITE
 MD1352'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE INTERSECTION AND
 MD1352'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MD1352
 MD1352                          STATION RECOVERY (1993)
 MD1352
 MD1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1352'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1352
 MD1352                          STATION RECOVERY (2018)
 MD1352
 MD1352'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1352'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1172 ***********************************************************************
 MD1172  DESIGNATION -  L 161
 MD1172  PID         -  MD1172
 MD1172  STATE/COUNTY-  IN/NOBLE
 MD1172  COUNTRY     -  US
 MD1172  USGS QUAD   -  LIGONIER (2019)
 MD1172
 MD1172                         *CURRENT SURVEY CONTROL
 MD1172  ______________________________________________________________________
 MD1172* NAD 83(1986) POSITION- 41 25 34.     (N) 085 35 04.     (W)   SCALED
 MD1172* NAVD 88 ORTHO HEIGHT -   272.406 (meters)      893.72  (feet) ADJUSTED
 MD1172  ______________________________________________________________________
 MD1172  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 MD1172  DYNAMIC HEIGHT  -        272.292 (meters)      893.34  (feet) COMP
 MD1172  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 MD1172
 MD1172  VERT ORDER      -  SECOND    CLASS 0
 MD1172
 MD1172.The horizontal coordinates were scaled from a map and have
 MD1172.an estimated accuracy of +/- 6 seconds.
 MD1172
 MD1172.The orthometric height was determined by differential leveling and
 MD1172.adjusted by the NATIONAL GEODETIC SURVEY
 MD1172.in June 1991.
 MD1172
 MD1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1172.GEOID18 height accuracy estimate available here.
 MD1172
 MD1172.Click photographs - Photos may exist for this station.
 MD1172
 MD1172.The dynamic height is computed by dividing the NAVD 88
 MD1172.geopotential number by the normal gravity value computed on the
 MD1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1172.degrees latitude (g = 980.6199 gals.).
 MD1172
 MD1172.The modeled gravity was interpolated from observed gravity values.
 MD1172
 MD1172;                    North         East    Units  Estimated Accuracy
 MD1172;SPC IN E     -   685,880.      106,870.      MT  (+/- 180 meters Scaled)
 MD1172
 MD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL182870(NAD 83)
 MD1172
 MD1172                          SUPERSEDED SURVEY CONTROL
 MD1172
 MD1172  NGVD 29 (??/??/92)  272.533  (m)          894.14   (f) ADJ UNCH    2 0
 MD1172
 MD1172.Superseded values are not recommended for survey control.
 MD1172
 MD1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1172.See file dsdata.pdf to determine how the superseded data were derived.
 MD1172
 MD1172_MARKER: DB = BENCH MARK DISK
 MD1172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1172_SP_SET: BOX CULVERT HEADWALL
 MD1172_STAMPING: L 161 1946
 MD1172_MARK LOGO: CGS
 MD1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1172+STABILITY: SURFACE MOTION
 MD1172
 MD1172  HISTORY     - Date     Condition        Report By
 MD1172  HISTORY     - 1946     MONUMENTED       CGS
 MD1172  HISTORY     - 1961     POOR             CGS
 MD1172
 MD1172                          STATION DESCRIPTION
 MD1172
 MD1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1172'2.8 MI S FROM LIGONIER.
 MD1172'ABOUT 2.85 MILES S ALONG NO. 33 U.S. HIGHWAY FROM THE HEART OF
 MD1172'LIGONIER, OR 1.8 MILES SOUTHERLY ALONG SAME FROM ITS INTERSECTION
 MD1172'WITH NO. 6 U.S. HIGHWAY NEAR THE STATE HWY. PATROL OFFICE, ABOUT
 MD1172'0.2 MILE SE OF JUNCTION WITH NO. 5 INDIANA HWY., 0.15 MILE NW OF
 MD1172'COUNTY ROAD LEADING EAST, 24 FEET NE (ORIGINAL DESCRIPTION GIVES
 MD1172'17.5 FEET NE) OF CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, ABOUT
 MD1172'A FOOT LOWER THAN SAME, APPARENTLY SET IN THE TOP OF CONCRETE
 MD1172'HEADWALL WHEN THE HEADWALL WAS POURED, NEAR THE NW END OF NE HEADWALL
 MD1172'OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  NOTE-- THE
 MD1172'CULVERT HAS VERY EVIDENTLY BEEN LENGTHENED ABOUT 12 FEET ON THE
 MD1172'NE END AND ABOUT 6 FEET ON THE SW END OBVIOUSLY RECENTLY AND
 MD1172'REPORTEDLY WITHIN THE PAST YEAR.  THE DISK IS EVIDENTLY THE ORIGINAL
 MD1172'ONE FOR L 161 WITHOUT ANY STAMPING TO INDICATE RESETTING.  THE
 MD1172'STAMPING L 161 1946 IS NOW INVERTED WITH REFERENCE TO THE HIGHWAY
 MD1172'WHICH IS NOT USUAL WITH THE MARKS AS REMEMBERED BY THIS WRITER.
 MD1172'AS THIS IS WRITTEN, A LETTER CONCERNING THE ABOVE WAS WRITTEN TO
 MD1172'THE OFFICE A FEW DAYS AGO BUT NO REPLY HAS YET BEEN RECEIVED.
 MD1172'MEMORANDUM 611 4/DBN/PM DATED 8TH SEPT. WAS RECEIVED ON THE 11TH
 MD1172'AND RESET WAS ADDED TO THE STAMPING ON THE 12TH.  NOTE, P.S.-- SEE
 MD1172'ALSO R NOTE DATED 12 SEPT. 1961 FOR L 161 RESET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0927 ***********************************************************************
 MD0927  DESIGNATION -  L 162
 MD0927  PID         -  MD0927
 MD0927  STATE/COUNTY-  IN/NOBLE
 MD0927  COUNTRY     -  US
 MD0927  USGS QUAD   -  ALBION (2019)
 MD0927
 MD0927                         *CURRENT SURVEY CONTROL
 MD0927  ______________________________________________________________________
 MD0927* NAD 83(1986) POSITION- 41 25 45.     (N) 085 25 24.     (W)   SCALED
 MD0927* NAVD 88 ORTHO HEIGHT -   285.307 (meters)      936.04  (feet) ADJUSTED
 MD0927  ______________________________________________________________________
 MD0927  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 MD0927  DYNAMIC HEIGHT  -        285.190 (meters)      935.66  (feet) COMP
 MD0927  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 MD0927
 MD0927  VERT ORDER      -  SECOND    CLASS 0
 MD0927
 MD0927.The horizontal coordinates were scaled from a map and have
 MD0927.an estimated accuracy of +/- 6 seconds.
 MD0927
 MD0927.The orthometric height was determined by differential leveling and
 MD0927.adjusted by the NATIONAL GEODETIC SURVEY
 MD0927.in June 1991.
 MD0927
 MD0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0927.GEOID18 height accuracy estimate available here.
 MD0927
 MD0927.Click photographs - Photos may exist for this station.
 MD0927
 MD0927.The dynamic height is computed by dividing the NAVD 88
 MD0927.geopotential number by the normal gravity value computed on the
 MD0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0927.degrees latitude (g = 980.6199 gals.).
 MD0927
 MD0927.The modeled gravity was interpolated from observed gravity values.
 MD0927
 MD0927;                    North         East    Units  Estimated Accuracy
 MD0927;SPC IN E     -   686,250.      120,340.      MT  (+/- 180 meters Scaled)
 MD0927
 MD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317875(NAD 83)
 MD0927
 MD0927                          SUPERSEDED SURVEY CONTROL
 MD0927
 MD0927  NGVD 29 (??/??/92)  285.444  (m)          936.49   (f) ADJ UNCH    2 0
 MD0927
 MD0927.Superseded values are not recommended for survey control.
 MD0927
 MD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0927.See file dsdata.pdf to determine how the superseded data were derived.
 MD0927
 MD0927_MARKER: DB = BENCH MARK DISK
 MD0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0927_SP_SET: ABUTMENT
 MD0927_STAMPING: L 162 1946
 MD0927_MARK LOGO: CGS
 MD0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0927
 MD0927  HISTORY     - Date     Condition        Report By
 MD0927  HISTORY     - 1946     MONUMENTED       CGS
 MD0927  HISTORY     - 1962     GOOD             CGS
 MD0927  HISTORY     - 1962     GOOD             CGS
 MD0927
 MD0927                          STATION DESCRIPTION
 MD0927
 MD0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0927'2.4 MI N FROM ALBION.
 MD0927'ABOUT 2.35 MILES N ALONG NO. 9 INDIANA HWY. FROM THE COURTHOUSE
 MD0927'IN ALBION, 0.35 MILE N OF A CROSSROADS, SET IN DRILL HOLE IN TOP
 MD0927'OF E END OF N ABUTMENT OF A 10-FOOT CONCRETE BRIDGE, 13-1/2 FEET
 MD0927'E OF CENTER LINE OF HWY., 0.5 FOOT LOWER THAN SAME, AND 0.5
 MD0927'FOOT E OF THE BRIDGE BANISTER.
 MD0927
 MD0927                          STATION RECOVERY (1962)
 MD0927
 MD0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0879 ***********************************************************************
 MD0879  DESIGNATION -  L 163
 MD0879  PID         -  MD0879
 MD0879  STATE/COUNTY-  IN/NOBLE
 MD0879  COUNTRY     -  US
 MD0879  USGS QUAD   -  EGE (2019)
 MD0879
 MD0879                         *CURRENT SURVEY CONTROL
 MD0879  ______________________________________________________________________
 MD0879* NAD 83(1986) POSITION- 41 21 58.37   (N) 085 19 43.91   (W)   HD_HELD1
 MD0879* NAVD 88 ORTHO HEIGHT -   301.629 (meters)      989.59  (feet) ADJUSTED
 MD0879  ______________________________________________________________________
 MD0879  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 MD0879  DYNAMIC HEIGHT  -        301.509 (meters)      989.20  (feet) COMP
 MD0879  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 MD0879
 MD0879  VERT ORDER      -  SECOND    CLASS 0
 MD0879
 MD0879.The horizontal coordinates were determined by differentially corrected
 MD0879.hand held GPS observations or other comparable positioning techniques
 MD0879.and have an estimated accuracy of +/- 3 meters.
 MD0879
 MD0879.The orthometric height was determined by differential leveling and
 MD0879.adjusted by the NATIONAL GEODETIC SURVEY
 MD0879.in June 1991.
 MD0879
 MD0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0879.GEOID18 height accuracy estimate available here.
 MD0879
 MD0879.Click photographs - Photos may exist for this station.
 MD0879
 MD0879.The dynamic height is computed by dividing the NAVD 88
 MD0879.geopotential number by the normal gravity value computed on the
 MD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0879.degrees latitude (g = 980.6199 gals.).
 MD0879
 MD0879.The modeled gravity was interpolated from observed gravity values.
 MD0879
 MD0879;                    North         East    Units  Estimated Accuracy
 MD0879;SPC IN E     -   679,282.7     128,262.3     MT  (+/- 3 meters HH1 GPS) 
 MD0879
 MD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3976680758(NAD 83)
 MD0879
 MD0879                          SUPERSEDED SURVEY CONTROL
 MD0879
 MD0879  NGVD 29 (??/??/92)  301.772  (m)          990.06   (f) ADJ UNCH    2 0
 MD0879
 MD0879.Superseded values are not recommended for survey control.
 MD0879
 MD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0879.See file dsdata.pdf to determine how the superseded data were derived.
 MD0879
 MD0879_MARKER: DB = BENCH MARK DISK
 MD0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0879_STAMPING: L 163 1946
 MD0879_MARK LOGO: CGS
 MD0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0879+STABILITY: SURFACE MOTION
 MD0879
 MD0879  HISTORY     - Date     Condition        Report By
 MD0879  HISTORY     - 1946     MONUMENTED       CGS
 MD0879  HISTORY     - 1962     GOOD             CGS
 MD0879
 MD0879                          STATION DESCRIPTION
 MD0879
 MD0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0879'4.8 MI W FROM AVILLA.
 MD0879'ABOUT 4.8 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE
 MD0879'CROSSROADS JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN
 MD0879'CORNER IN AVILLA, AT A CROSSROADS HAVING AN ABANDONED SCHOOLHOUSE
 MD0879'IN THE NE ANGLE, 65 FEET W OF CENTER LINE OF NO. 500 E COUNTY ROAD,
 MD0879'21 FEET S OF CENTER LINE OF ROAD, 0.5 FOOT LOWER THAN SAME, 8.5
 MD0879'FEET E OF STEEL I-BEAM CORNER FENCE POST, 1.6 FEET E OF STEEL
 MD0879'WITNESS POST, AND PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1232 ***********************************************************************
 MD1232  DESIGNATION -  L 164
 MD1232  PID         -  MD1232
 MD1232  STATE/COUNTY-  IN/NOBLE
 MD1232  COUNTRY     -  US
 MD1232  USGS QUAD   -  ORMAS (2019)
 MD1232
 MD1232                         *CURRENT SURVEY CONTROL
 MD1232  ______________________________________________________________________
 MD1232* NAD 83(1986) POSITION- 41 18 08.94   (N) 085 33 20.35   (W)   HD_HELD1
 MD1232* NAVD 88 ORTHO HEIGHT -   276.759 (meters)      908.00  (feet) ADJUSTED
 MD1232  ______________________________________________________________________
 MD1232  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 MD1232  DYNAMIC HEIGHT  -        276.646 (meters)      907.63  (feet) COMP
 MD1232  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 MD1232
 MD1232  VERT ORDER      -  SECOND    CLASS 0
 MD1232
 MD1232.The horizontal coordinates were determined by differentially corrected
 MD1232.hand held GPS observations or other comparable positioning techniques
 MD1232.and have an estimated accuracy of +/- 3 meters.
 MD1232
 MD1232.The orthometric height was determined by differential leveling and
 MD1232.adjusted by the NATIONAL GEODETIC SURVEY
 MD1232.in June 1991.
 MD1232
 MD1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1232.GEOID18 height accuracy estimate available here.
 MD1232
 MD1232.Click photographs - Photos may exist for this station.
 MD1232
 MD1232.The dynamic height is computed by dividing the NAVD 88
 MD1232.geopotential number by the normal gravity value computed on the
 MD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1232.degrees latitude (g = 980.6199 gals.).
 MD1232
 MD1232.The modeled gravity was interpolated from observed gravity values.
 MD1232
 MD1232;                    North         East    Units  Estimated Accuracy
 MD1232;SPC IN E     -   672,155.9     109,297.0     MT  (+/- 3 meters HH1 GPS) 
 MD1232
 MD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2091673342(NAD 83)
 MD1232
 MD1232                          SUPERSEDED SURVEY CONTROL
 MD1232
 MD1232  NGVD 29 (??/??/92)  276.896  (m)          908.45   (f) ADJ UNCH    2 0
 MD1232
 MD1232.Superseded values are not recommended for survey control.
 MD1232
 MD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1232.See file dsdata.pdf to determine how the superseded data were derived.
 MD1232
 MD1232_MARKER: DB = BENCH MARK DISK
 MD1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1232_STAMPING: L 164 1946
 MD1232_MARK LOGO: CGS
 MD1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1232+STABILITY: SURFACE MOTION
 MD1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1232+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2006
 MD1232
 MD1232  HISTORY     - Date     Condition        Report By
 MD1232  HISTORY     - 1946     MONUMENTED       CGS
 MD1232  HISTORY     - 1961     GOOD             CGS
 MD1232  HISTORY     - 20061125 GOOD             INDIV
 MD1232
 MD1232                          STATION DESCRIPTION
 MD1232
 MD1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1232'5.3 MI SW FROM WOLF LAKE.
 MD1232'ABOUT 2.3 MILES S ALONG NO. 109 INDIANA HIGHWAY (MAIN ROAD TO
 MD1232'COLUMBIA CITY) FROM ITS JUNCTION WITH NO. 33 U.S. HWY. IN THE
 MD1232'HEART OF WOLF LAKE, OR FROM THE DAM (THE HIGHWAY FILL) IN WILMOT,
 MD1232'GO 0.3 MILE S, THENCE ON COUNTY ROADS 0.55 MILE E, 0.4 MILE S,
 MD1232'AND 4.1 MILES E, AT INTERSECTION OF NOS. 350 S AND 700 W COUNTY
 MD1232'ROADS, 46 FEET W OF CENTER LINE ONE, 32 FEET S OF CENTER LINE
 MD1232'OF THE OTHER, 1.3 FEET LOWER THAN THE INTERSECTION, 43 FEET NW
 MD1232'OF POWER POLE NO. F 12-70, 33 FEET SE OF A CHANNEL IRON CORNER
 MD1232'FENCE POST, 1 FOOT NE OF THE FENCE, AND PROJECTING JUST SLIGHTLY
 MD1232'ABOVE THE GROUND.
 MD1232
 MD1232                          STATION RECOVERY (2006)
 MD1232
 MD1232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DCW)
 MD1232'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0861 ***********************************************************************
 MD0861  DESIGNATION -  L 165
 MD0861  PID         -  MD0861
 MD0861  STATE/COUNTY-  IN/ALLEN
 MD0861  COUNTRY     -  US
 MD0861  USGS QUAD   -  GARRETT (2019)
 MD0861
 MD0861                         *CURRENT SURVEY CONTROL
 MD0861  ______________________________________________________________________
 MD0861* NAD 83(1986) POSITION- 41 15 35.     (N) 085 10 58.     (W)   SCALED
 MD0861* NAVD 88 ORTHO HEIGHT -   261.023 (meters)      856.37  (feet) ADJUSTED
 MD0861  ______________________________________________________________________
 MD0861  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 MD0861  DYNAMIC HEIGHT  -        260.920 (meters)      856.04  (feet) COMP
 MD0861  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD0861
 MD0861  VERT ORDER      -  SECOND    CLASS 0
 MD0861
 MD0861.The horizontal coordinates were scaled from a map and have
 MD0861.an estimated accuracy of +/- 6 seconds.
 MD0861
 MD0861.The orthometric height was determined by differential leveling and
 MD0861.adjusted by the NATIONAL GEODETIC SURVEY
 MD0861.in June 1991.
 MD0861
 MD0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0861.GEOID18 height accuracy estimate available here.
 MD0861
 MD0861.Click photographs - Photos may exist for this station.
 MD0861
 MD0861.The dynamic height is computed by dividing the NAVD 88
 MD0861.geopotential number by the normal gravity value computed on the
 MD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0861.degrees latitude (g = 980.6199 gals.).
 MD0861
 MD0861.The modeled gravity was interpolated from observed gravity values.
 MD0861
 MD0861;                    North         East    Units  Estimated Accuracy
 MD0861;SPC IN E     -   667,510.      140,550.      MT  (+/- 180 meters Scaled)
 MD0861
 MD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL522691(NAD 83)
 MD0861
 MD0861                          SUPERSEDED SURVEY CONTROL
 MD0861
 MD0861  NGVD 29 (??/??/92)  261.172  (m)          856.86   (f) ADJ UNCH    2 0
 MD0861
 MD0861.Superseded values are not recommended for survey control.
 MD0861
 MD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0861.See file dsdata.pdf to determine how the superseded data were derived.
 MD0861
 MD0861_MARKER: DB = BENCH MARK DISK
 MD0861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0861_SP_SET: CULVERT HEADWALL
 MD0861_STAMPING: L 165 1946
 MD0861_MARK LOGO: CGS
 MD0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0861+STABILITY: SURFACE MOTION
 MD0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0861+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2012
 MD0861
 MD0861  HISTORY     - Date     Condition        Report By
 MD0861  HISTORY     - 1946     MONUMENTED       CGS
 MD0861  HISTORY     - 1962     GOOD             CGS
 MD0861  HISTORY     - 20081107 GOOD             FOXCON
 MD0861  HISTORY     - 20120601 GOOD             USI
 MD0861
 MD0861                          STATION DESCRIPTION
 MD0861
 MD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0861'2.3 MI S FROM LAOTTO.
 MD0861'ABOUT 2.05 MILES SOUTHERLY ALONG NO. 3 INDIANA HIGHWAY FROM ITS
 MD0861'INTERSECTION WITH NO. 205 INDIANA HWY. IN LAOTTO (IT IS POSSIBLE
 MD0861'THAT IN THE NEAR FUTURE THE HWY. WILL BE RELOCATED AND PASS TO
 MD0861'ONE SIDE OF LAOTTO), THENCE 0.25 MILE SOUTHERLY ALONG THE OLD
 MD0861'NO. 3 HWY. TO THE MARK, 0.1 MILE S OF A CONCRETE BRIDGE, SET IN
 MD0861'A DRILL HOLE IN THE TOP OF AND 1.3 FEET N OF S END OF THE 8-FOOT
 MD0861'CONCRETE HEADWALL OF 12-INCH IRON PIPE CULVERT, 15-1/2 FEET E
 MD0861'OF CENTER LINE OF THE OLD PAVEMENT, 0.6 FOOT LOWER THAN SAME.
 MD0861
 MD0861                          STATION RECOVERY (2008)
 MD0861
 MD0861'RECOVERY NOTE BY FOX CONTRACTORS 2008 (DGR)
 MD0861'RECOVERED IN GOOD CONDITION.
 MD0861
 MD0861                          STATION RECOVERY (2012)
 MD0861
 MD0861'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (CHS)
 MD0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0062 ***********************************************************************
 ME0062  DESIGNATION -  L 166
 ME0062  PID         -  ME0062
 ME0062  STATE/COUNTY-  IN/ST JOSEPH
 ME0062  COUNTRY     -  US
 ME0062  USGS QUAD   -  LAKEVILLE (2019)
 ME0062
 ME0062                         *CURRENT SURVEY CONTROL
 ME0062  ______________________________________________________________________
 ME0062* NAD 83(1986) POSITION- 41 32 05.     (N) 086 22 08.     (W)   SCALED
 ME0062* NAVD 88 ORTHO HEIGHT -   239.796 (meters)      786.73  (feet) ADJUSTED
 ME0062  ______________________________________________________________________
 ME0062  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME0062  DYNAMIC HEIGHT  -        239.700 (meters)      786.42  (feet) COMP
 ME0062  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 ME0062
 ME0062  VERT ORDER      -  SECOND    CLASS 0
 ME0062
 ME0062.The horizontal coordinates were scaled from a map and have
 ME0062.an estimated accuracy of +/- 6 seconds.
 ME0062
 ME0062.The orthometric height was determined by differential leveling and
 ME0062.adjusted by the NATIONAL GEODETIC SURVEY
 ME0062.in June 1991.
 ME0062
 ME0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0062.GEOID18 height accuracy estimate available here.
 ME0062
 ME0062.Click photographs - Photos may exist for this station.
 ME0062
 ME0062.The dynamic height is computed by dividing the NAVD 88
 ME0062.geopotential number by the normal gravity value computed on the
 ME0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0062.degrees latitude (g = 980.6199 gals.).
 ME0062
 ME0062.The modeled gravity was interpolated from observed gravity values.
 ME0062
 ME0062;                    North         East    Units  Estimated Accuracy
 ME0062;SPC IN E     -   698,180.       41,400.      MT  (+/- 180 meters Scaled)
 ME0062
 ME0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL526983(NAD 83)
 ME0062
 ME0062                          SUPERSEDED SURVEY CONTROL
 ME0062
 ME0062  NGVD 29 (??/??/92)  239.905  (m)          787.09   (f) ADJ UNCH    2 0
 ME0062
 ME0062.Superseded values are not recommended for survey control.
 ME0062
 ME0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0062.See file dsdata.pdf to determine how the superseded data were derived.
 ME0062
 ME0062_MARKER: DB = BENCH MARK DISK
 ME0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0062_STAMPING: L 166 1946
 ME0062_MARK LOGO: CGS
 ME0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0062+STABILITY: SURFACE MOTION
 ME0062
 ME0062  HISTORY     - Date     Condition        Report By
 ME0062  HISTORY     - 1946     MONUMENTED       CGS
 ME0062  HISTORY     - 1970     MARK NOT FOUND   NGS
 ME0062
 ME0062                          STATION DESCRIPTION
 ME0062
 ME0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0062'2.8 MI E FROM NORTH LIBERTY.
 ME0062'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 4 (PIERCE ROAD) FROM THE
 ME0062'NEW YORK CENTRAL RAILROAD STATION AT NORTH LIBERTY, IN THE
 ME0062'NORTHEAST QUARTER OF THE INTERSECTION OF PRIMROSE ROAD, NEAR THE
 ME0062'SOUTHWEST CORNER OF A CULTIVATED FIELD, 73 FEET NORTH OF THE
 ME0062'CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF
 ME0062'THE ROAD, ABOUT 1-1/2 FEET HIGHER THAN THE ROAD, AND IN THE TOP
 ME0062'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.  NOTE-- THE ROAD
 ME0062'CORNERS WERE ROUNDED OFF AFTER THE MARK WAS SET AND IT WAS
 ME0062'PROBABLY DESTROYED AT THAT TIME.
 ME0062
 ME0062                          STATION RECOVERY (1970)
 ME0062
 ME0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0879 ***********************************************************************
 ME0879  DESIGNATION -  L 167
 ME0879  PID         -  ME0879
 ME0879  STATE/COUNTY-  IN/ST JOSEPH
 ME0879  COUNTRY     -  US
 ME0879  USGS QUAD   -  NEW CARLISLE (2019)
 ME0879
 ME0879                         *CURRENT SURVEY CONTROL
 ME0879  ______________________________________________________________________
 ME0879* NAD 83(1986) POSITION- 41 41 12.     (N) 086 30 22.     (W)   SCALED
 ME0879* NAVD 88 ORTHO HEIGHT -   250.932 (meters)      823.27  (feet) ADJUSTED
 ME0879  ______________________________________________________________________
 ME0879  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME0879  DYNAMIC HEIGHT  -        250.835 (meters)      822.95  (feet) COMP
 ME0879  MODELED GRAVITY -    980,233.6   (mgal)                       NAVD 88
 ME0879
 ME0879  VERT ORDER      -  SECOND    CLASS 0
 ME0879
 ME0879.The horizontal coordinates were scaled from a map and have
 ME0879.an estimated accuracy of +/- 6 seconds.
 ME0879
 ME0879.The orthometric height was determined by differential leveling and
 ME0879.adjusted by the NATIONAL GEODETIC SURVEY
 ME0879.in June 1991.
 ME0879
 ME0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0879.GEOID18 height accuracy estimate available here.
 ME0879
 ME0879.Click photographs - Photos may exist for this station.
 ME0879
 ME0879.The dynamic height is computed by dividing the NAVD 88
 ME0879.geopotential number by the normal gravity value computed on the
 ME0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0879.degrees latitude (g = 980.6199 gals.).
 ME0879
 ME0879.The modeled gravity was interpolated from observed gravity values.
 ME0879
 ME0879;                    North         East    Units  Estimated Accuracy
 ME0879;SPC IN E     -   715,160.       30,110.      MT  (+/- 180 meters Scaled)
 ME0879
 ME0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM411151(NAD 83)
 ME0879
 ME0879                          SUPERSEDED SURVEY CONTROL
 ME0879
 ME0879  NGVD 29 (??/??/92)  251.034  (m)          823.60   (f) ADJ UNCH    2 0
 ME0879
 ME0879.Superseded values are not recommended for survey control.
 ME0879
 ME0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0879.See file dsdata.pdf to determine how the superseded data were derived.
 ME0879
 ME0879_MARKER: DB = BENCH MARK DISK
 ME0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0879_STAMPING: L 167 1946
 ME0879_MARK LOGO: CGS
 ME0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0879+STABILITY: SURFACE MOTION
 ME0879
 ME0879  HISTORY     - Date     Condition        Report By
 ME0879  HISTORY     - 1946     MONUMENTED       CGS
 ME0879  HISTORY     - 1967     POOR             CGS
 ME0879  HISTORY     - 20220711 MARK NOT FOUND   INDOT
 ME0879
 ME0879                          STATION DESCRIPTION
 ME0879
 ME0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0879'1.4 MI S FROM NEW CARLISLE.
 ME0879'ABOUT 1.35 MILE SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0879'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, AT THE EARLY CROSS ROAD,
 ME0879'SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION, 31 FEET SOUTH
 ME0879'OF THE CENTER LINE OF THE EARLY ROAD, 23 FEET WEST OF THE CENTER
 ME0879'LINE OF THE TIMOTHY ROAD, 12 FEET NORTH OF TELEPHONE POLE NO. 2,
 ME0879'9 FEET SOUTH OF A FENCE CORNER, ABOUT 1.5 FEET ABOVE THE LEVEL
 ME0879'OF THE TIMOTHY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ME0879'PROJECTING ABOUT 6 INCHES.
 ME0879
 ME0879                          STATION RECOVERY (1967)
 ME0879
 ME0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ME0879'MARK RECOVERED IN POOR CONDITION.
 ME0879
 ME0879                          STATION RECOVERY (2022)
 ME0879
 ME0879'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0879'AREA OF BENCH MARK HAS BEEN LANDSCAPED FOR YARD. GROUND IS ABOUT LEVEL
 ME0879'WITH TIMOTHY ROAD NOW. MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0173 ***********************************************************************
 ME0173  DESIGNATION -  L 169
 ME0173  PID         -  ME0173
 ME0173  STATE/COUNTY-  IN/MARSHALL
 ME0173  COUNTRY     -  US
 ME0173  USGS QUAD   -  LA PAZ (2019)
 ME0173
 ME0173                         *CURRENT SURVEY CONTROL
 ME0173  ______________________________________________________________________
 ME0173* NAD 83(1986) POSITION- 41 24 57.     (N) 086 17 06.     (W)   SCALED
 ME0173* NAVD 88 ORTHO HEIGHT -   252.258 (meters)      827.62  (feet) ADJUSTED
 ME0173  ______________________________________________________________________
 ME0173  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME0173  DYNAMIC HEIGHT  -        252.153 (meters)      827.27  (feet) COMP
 ME0173  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 ME0173
 ME0173  VERT ORDER      -  SECOND    CLASS 0
 ME0173
 ME0173.The horizontal coordinates were scaled from a map and have
 ME0173.an estimated accuracy of +/- 6 seconds.
 ME0173
 ME0173.The orthometric height was determined by differential leveling and
 ME0173.adjusted by the NATIONAL GEODETIC SURVEY
 ME0173.in June 1991.
 ME0173
 ME0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0173.GEOID18 height accuracy estimate available here.
 ME0173
 ME0173.Click photographs - Photos may exist for this station.
 ME0173
 ME0173.The dynamic height is computed by dividing the NAVD 88
 ME0173.geopotential number by the normal gravity value computed on the
 ME0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0173.degrees latitude (g = 980.6199 gals.).
 ME0173
 ME0173.The modeled gravity was interpolated from observed gravity values.
 ME0173
 ME0173;                    North         East    Units  Estimated Accuracy
 ME0173;SPC IN E     -   684,920.       48,310.      MT  (+/- 180 meters Scaled)
 ME0173
 ME0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL597851(NAD 83)
 ME0173
 ME0173                          SUPERSEDED SURVEY CONTROL
 ME0173
 ME0173  NGVD 29 (??/??/92)  252.371  (m)          827.99   (f) ADJ UNCH    2 0
 ME0173
 ME0173.Superseded values are not recommended for survey control.
 ME0173
 ME0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0173.See file dsdata.pdf to determine how the superseded data were derived.
 ME0173
 ME0173_MARKER: DB = BENCH MARK DISK
 ME0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0173_SP_SET: BRIDGE
 ME0173_STAMPING: L 169 1946
 ME0173_MARK LOGO: CGS
 ME0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0173
 ME0173  HISTORY     - Date     Condition        Report By
 ME0173  HISTORY     - 1946     MONUMENTED       CGS
 ME0173  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0173  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0173
 ME0173                          STATION DESCRIPTION
 ME0173
 ME0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0173'AT LINKVILLE.
 ME0173'AT LINKVILLE, ABOUT 125 YARDS EAST OF THE GENERAL STORE, AT A
 ME0173'30-FOOT CONCRETE BRIDGE OVER BAKER DITCH, IN THE TOP OF THE NORTH
 ME0173'END OF THE SOUTHEAST WING WALL, AND ABOUT 1 FOOT LOWER THAN THE
 ME0173'ROAD.
 ME0173
 ME0173                          STATION RECOVERY (1984)
 ME0173
 ME0173'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0173'MARK NOT FOUND.
 ME0173
 ME0173                          STATION RECOVERY (1987)
 ME0173
 ME0173'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0173'MARK NOT FOUND.
 ME0173
 ME0173                          STATION RECOVERY (1988)
 ME0173
 ME0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (LB)
 ME0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1151 ***********************************************************************
 ME1151  DESIGNATION -  L 17
 ME1151  PID         -  ME1151
 ME1151  STATE/COUNTY-  IN/LAKE
 ME1151  COUNTRY     -  US
 ME1151  USGS QUAD   -  LOWELL (2019)
 ME1151
 ME1151                         *CURRENT SURVEY CONTROL
 ME1151  ______________________________________________________________________
 ME1151* NAD 83(1986) POSITION- 41 17 24.     (N) 087 27 29.     (W)   SCALED
 ME1151* NAVD 88 ORTHO HEIGHT -   212.727 (meters)      697.92  (feet) ADJUSTED
 ME1151  ______________________________________________________________________
 ME1151  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 ME1151  DYNAMIC HEIGHT  -        212.639 (meters)      697.63  (feet) COMP
 ME1151  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 ME1151
 ME1151  VERT ORDER      -  FIRST     CLASS II
 ME1151
 ME1151.The horizontal coordinates were scaled from a map and have
 ME1151.an estimated accuracy of +/- 6 seconds.
 ME1151
 ME1151.The orthometric height was determined by differential leveling and
 ME1151.adjusted by the NATIONAL GEODETIC SURVEY
 ME1151.in June 1991.
 ME1151
 ME1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1151.GEOID18 height accuracy estimate available here.
 ME1151
 ME1151.Click photographs - Photos may exist for this station.
 ME1151
 ME1151.The dynamic height is computed by dividing the NAVD 88
 ME1151.geopotential number by the normal gravity value computed on the
 ME1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1151.degrees latitude (g = 980.6199 gals.).
 ME1151
 ME1151.The modeled gravity was interpolated from observed gravity values.
 ME1151
 ME1151;                    North         East    Units  Estimated Accuracy
 ME1151;SPC IN W     -   670,830.      868,610.      MT  (+/- 180 meters Scaled)
 ME1151
 ME1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616710(NAD 83)
 ME1151
 ME1151                          SUPERSEDED SURVEY CONTROL
 ME1151
 ME1151  NGVD 29 (??/??/92)  212.813  (m)          698.20   (f) ADJ UNCH    1 2
 ME1151
 ME1151.Superseded values are not recommended for survey control.
 ME1151
 ME1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1151.See file dsdata.pdf to determine how the superseded data were derived.
 ME1151
 ME1151_MARKER: DB = BENCH MARK DISK
 ME1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1151_SP_SET: BRIDGE
 ME1151_STAMPING: L 17 1934
 ME1151_MARK LOGO: CGS
 ME1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1151+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 ME1151
 ME1151  HISTORY     - Date     Condition        Report By
 ME1151  HISTORY     - 1934     MONUMENTED       CGS
 ME1151  HISTORY     - 1946     GOOD             CGS
 ME1151  HISTORY     - 20070501 GOOD             INDIV
 ME1151  HISTORY     - 20090604 GOOD             ACCU
 ME1151
 ME1151                          STATION DESCRIPTION
 ME1151
 ME1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1151'AT NORTH HAYDEN.
 ME1151'75 YARDS NORTHEAST OF THE NEW YORK CENTRAL RAILROAD STATION, 40
 ME1151'FEET SOUTH OF A SIGNAL TOWER, AT THE BRIDGE OVER STATE HIGHWAY
 ME1151'2, 16 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, AND
 ME1151'ABOUT 5 FEET LOWER THAN THE RAIL.  NOTE-- MARK IS SET IN THE
 ME1151'EAST END OF THE NORTH BRIDGE SEAT OF THE BRIDGE OVER STATE
 ME1151'HIGHWAY 2.
 ME1151
 ME1151                          STATION RECOVERY (2007)
 ME1151
 ME1151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SR)
 ME1151'RECOVERED IN GOOD CONDITION.
 ME1151
 ME1151                          STATION RECOVERY (2009)
 ME1151
 ME1151'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WC)
 ME1151'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0136 ***********************************************************************
 ME0136  DESIGNATION -  L 170
 ME0136  PID         -  ME0136
 ME0136  STATE/COUNTY-  IN/ELKHART
 ME0136  COUNTRY     -  US
 ME0136  USGS QUAD   -  WAKARUSA (2019)
 ME0136
 ME0136                         *CURRENT SURVEY CONTROL
 ME0136  ______________________________________________________________________
 ME0136* NAD 83(1986) POSITION- 41 34 51.     (N) 086 00 07.     (W)   SCALED
 ME0136* NAVD 88 ORTHO HEIGHT -   245.948 (meters)      806.91  (feet) ADJUSTED
 ME0136  ______________________________________________________________________
 ME0136  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 ME0136  DYNAMIC HEIGHT  -        245.849 (meters)      806.59  (feet) COMP
 ME0136  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 ME0136
 ME0136  VERT ORDER      -  SECOND    CLASS 0
 ME0136
 ME0136.The horizontal coordinates were scaled from a map and have
 ME0136.an estimated accuracy of +/- 6 seconds.
 ME0136
 ME0136.The orthometric height was determined by differential leveling and
 ME0136.adjusted by the NATIONAL GEODETIC SURVEY
 ME0136.in June 1991.
 ME0136
 ME0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0136.GEOID18 height accuracy estimate available here.
 ME0136
 ME0136.Click photographs - Photos may exist for this station.
 ME0136
 ME0136.The dynamic height is computed by dividing the NAVD 88
 ME0136.geopotential number by the normal gravity value computed on the
 ME0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0136.degrees latitude (g = 980.6199 gals.).
 ME0136
 ME0136.The modeled gravity was interpolated from observed gravity values.
 ME0136
 ME0136;                    North         East    Units  Estimated Accuracy
 ME0136;SPC IN E     -   703,120.       72,040.      MT  (+/- 180 meters Scaled)
 ME0136
 ME0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831037(NAD 83)
 ME0136
 ME0136                          SUPERSEDED SURVEY CONTROL
 ME0136
 ME0136  NGVD 29 (??/??/92)  246.070  (m)          807.31   (f) ADJ UNCH    2 0
 ME0136
 ME0136.Superseded values are not recommended for survey control.
 ME0136
 ME0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0136.See file dsdata.pdf to determine how the superseded data were derived.
 ME0136
 ME0136_MARKER: DB = BENCH MARK DISK
 ME0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0136_SP_SET: BOX CULVERT HEADWALL
 ME0136_STAMPING: L 170 1946
 ME0136_MARK LOGO: CGS
 ME0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0136+STABILITY: SURFACE MOTION
 ME0136
 ME0136  HISTORY     - Date     Condition        Report By
 ME0136  HISTORY     - 1946     MONUMENTED       CGS
 ME0136  HISTORY     - 1968     GOOD             CGS
 ME0136
 ME0136                          STATION DESCRIPTION
 ME0136
 ME0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0136'6 MI S FROM ELKHART.
 ME0136'ABOUT 6.05 MILES SOUTH ALONG S.R. 19 FROM ITS JUNC. WITH U.S.
 ME0136'33 AT ELKHART.  SET IN THE TOP OF THE NORTH END OF THE WEST
 ME0136'HEADWALL OF A 6 BY 3 FT. CONC. BOX CULVERT.  0.1 MILE NORTH
 ME0136'OF AN EAST-WEST BLACK TOP CROSS ROAD, 28 FT. WEST OF AND ABOUT
 ME0136'LEVEL WITH THE C/L OF THE HIGHWAY, 1 FT. WEST OF A STEEL
 ME0136'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0414 ***********************************************************************
 ME0414  DESIGNATION -  L 171
 ME0414  PID         -  ME0414
 ME0414  STATE/COUNTY-  IN/ELKHART
 ME0414  COUNTRY     -  US
 ME0414  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0414
 ME0414                         *CURRENT SURVEY CONTROL
 ME0414  ______________________________________________________________________
 ME0414* NAD 83(1986) POSITION- 41 26 46.     (N) 086 00 03.     (W)   SCALED
 ME0414* NAVD 88 ORTHO HEIGHT -   264.403 (meters)      867.46  (feet) ADJUSTED
 ME0414  ______________________________________________________________________
 ME0414  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0414  DYNAMIC HEIGHT  -        264.295 (meters)      867.11  (feet) COMP
 ME0414  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 ME0414
 ME0414  VERT ORDER      -  SECOND    CLASS 0
 ME0414
 ME0414.The horizontal coordinates were scaled from a map and have
 ME0414.an estimated accuracy of +/- 6 seconds.
 ME0414
 ME0414.The orthometric height was determined by differential leveling and
 ME0414.adjusted by the NATIONAL GEODETIC SURVEY
 ME0414.in June 1991.
 ME0414
 ME0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0414.GEOID18 height accuracy estimate available here.
 ME0414
 ME0414.Click photographs - Photos may exist for this station.
 ME0414
 ME0414.The dynamic height is computed by dividing the NAVD 88
 ME0414.geopotential number by the normal gravity value computed on the
 ME0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0414.degrees latitude (g = 980.6199 gals.).
 ME0414
 ME0414.The modeled gravity was interpolated from observed gravity values.
 ME0414
 ME0414;                    North         East    Units  Estimated Accuracy
 ME0414;SPC IN E     -   688,160.       72,080.      MT  (+/- 180 meters Scaled)
 ME0414
 ME0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834887(NAD 83)
 ME0414
 ME0414                          SUPERSEDED SURVEY CONTROL
 ME0414
 ME0414  NGVD 29 (??/??/92)  264.525  (m)          867.86   (f) ADJ UNCH    2 0
 ME0414
 ME0414.Superseded values are not recommended for survey control.
 ME0414
 ME0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0414.See file dsdata.pdf to determine how the superseded data were derived.
 ME0414
 ME0414_MARKER: DB = BENCH MARK DISK
 ME0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0414_SP_SET: FOUNDATION
 ME0414_STAMPING: L 171 1946
 ME0414_MARK LOGO: CGS
 ME0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0414
 ME0414  HISTORY     - Date     Condition        Report By
 ME0414  HISTORY     - 1946     MONUMENTED       CGS
 ME0414  HISTORY     - 1988     GOOD             USPSQD
 ME0414  HISTORY     - 19950914 GOOD             USPSQD
 ME0414
 ME0414                          STATION DESCRIPTION
 ME0414
 ME0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0414'AT NAPPANEE.
 ME0414'AT NAPPANEE, AT THE NAPPANEE PUBLIC SCHOOL, 4 BLOCKS NORTH OF THE
 ME0414'INTERSECTION OF STATE HIGHWAY 19 AND U.S. HIGHWAY 6, AT THE
 ME0414'SOUTHEAST QUARTER OF THE INTERSECTION OF STATE HIGHWAY 19 AND
 ME0414'MARION STREET, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 ME0414'FOUNDATION OF THE SCHOOL BUILDING, 6 FEET NORTH OF THE CENTER OF
 ME0414'THE ENTRANCE, 1.3 FOOT SOUTH OF THE NORTHWEST CORNER, 1.6 FOOT
 ME0414'ABOVE THE GROUND.
 ME0414
 ME0414                          STATION RECOVERY (1988)
 ME0414
 ME0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0414'RECOVERED IN GOOD CONDITION.
 ME0414
 ME0414                          STATION RECOVERY (1995)
 ME0414
 ME0414'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1194 ***********************************************************************
 MD1194  DESIGNATION -  L 172
 MD1194  PID         -  MD1194
 MD1194  STATE/COUNTY-  IN/ELKHART
 MD1194  COUNTRY     -  US
 MD1194  USGS QUAD   -  MILFORD (2019)
 MD1194
 MD1194                         *CURRENT SURVEY CONTROL
 MD1194  ______________________________________________________________________
 MD1194* NAD 83(1986) POSITION- 41 29 34.41   (N) 085 50 43.52   (W)   HD_HELD1
 MD1194* NAVD 88 ORTHO HEIGHT -   245.677 (meters)      806.03  (feet) ADJUSTED
 MD1194  ______________________________________________________________________
 MD1194  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 MD1194  DYNAMIC HEIGHT  -        245.580 (meters)      805.71  (feet) COMP
 MD1194  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD1194
 MD1194  VERT ORDER      -  SECOND    CLASS 0
 MD1194
 MD1194.The horizontal coordinates were determined by differentially corrected
 MD1194.hand held GPS observations or other comparable positioning techniques
 MD1194.and have an estimated accuracy of +/- 3 meters.
 MD1194
 MD1194.The orthometric height was determined by differential leveling and
 MD1194.adjusted by the NATIONAL GEODETIC SURVEY
 MD1194.in June 1991.
 MD1194
 MD1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1194.GEOID18 height accuracy estimate available here.
 MD1194
 MD1194.Click photographs - Photos may exist for this station.
 MD1194
 MD1194.The dynamic height is computed by dividing the NAVD 88
 MD1194.geopotential number by the normal gravity value computed on the
 MD1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1194.degrees latitude (g = 980.6199 gals.).
 MD1194
 MD1194.The modeled gravity was interpolated from observed gravity values.
 MD1194
 MD1194;                    North         East    Units  Estimated Accuracy
 MD1194;SPC IN E     -   693,311.7      85,073.5     MT  (+/- 3 meters HH1 GPS) 
 MD1194
 MD1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9637594118(NAD 83)
 MD1194
 MD1194                          SUPERSEDED SURVEY CONTROL
 MD1194
 MD1194  NGVD 29 (??/??/92)  245.804  (m)          806.44   (f) ADJ UNCH    2 0
 MD1194
 MD1194.Superseded values are not recommended for survey control.
 MD1194
 MD1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1194.See file dsdata.pdf to determine how the superseded data were derived.
 MD1194
 MD1194_MARKER: DB = BENCH MARK DISK
 MD1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1194_SP_SET: BRIDGE
 MD1194_STAMPING: L 172 1946
 MD1194_MARK LOGO: CGS
 MD1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1194
 MD1194  HISTORY     - Date     Condition        Report By
 MD1194  HISTORY     - 1946     MONUMENTED       CGS
 MD1194  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1194
 MD1194                          STATION DESCRIPTION
 MD1194
 MD1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1194'1 MI SW FROM NEW PARIS.
 MD1194'0.45 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT THE
 MD1194'WEST EDGE OF NEW PARIS, THENCE ABOUT 0.55 MILE WEST ALONG A
 MD1194'GRAVEL ROAD, ABOUT 0.6 MILE EAST OF A CHURCH AND CEMETERY, ABOUT
 MD1194'0.35 MILE EAST OF A CROSSROADS WITH CONCRETE ROADS LEADING NORTH
 MD1194'AND WEST AND GRAVEL ROADS LEADING SOUTH AND EAST, AT A 90-FOOT
 MD1194'WOODEN-DECK STEEL BRIDGE OVER TURKEY CREEK, IN THE TOP OF THE
 MD1194'EAST END OF THE NORTHEAST CONCRETE WING WALL, 13 FEET NORTH OF
 MD1194'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 MD1194'ROAD.
 MD1194
 MD1194                          STATION RECOVERY (1993)
 MD1194
 MD1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1194'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1849 ***********************************************************************
 LA1849  DESIGNATION -  L 173
 LA1849  PID         -  LA1849
 LA1849  STATE/COUNTY-  IN/GRANT
 LA1849  COUNTRY     -  US
 LA1849  USGS QUAD   -  SWEETSER (2019)
 LA1849
 LA1849                         *CURRENT SURVEY CONTROL
 LA1849  ______________________________________________________________________
 LA1849* NAD 83(1986) POSITION- 40 36 35.     (N) 085 49 32.     (W)   SCALED
 LA1849* NAVD 88 ORTHO HEIGHT -   249.679 (meters)      819.16  (feet) ADJUSTED
 LA1849  ______________________________________________________________________
 LA1849  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 LA1849  DYNAMIC HEIGHT  -        249.553 (meters)      818.74  (feet) COMP
 LA1849  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 LA1849
 LA1849  VERT ORDER      -  SECOND    CLASS 0
 LA1849
 LA1849.The horizontal coordinates were scaled from a map and have
 LA1849.an estimated accuracy of +/- 6 seconds.
 LA1849
 LA1849.The orthometric height was determined by differential leveling and
 LA1849.adjusted by the NATIONAL GEODETIC SURVEY
 LA1849.in June 1991.
 LA1849
 LA1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1849.GEOID18 height accuracy estimate available here.
 LA1849
 LA1849.Click photographs - Photos may exist for this station.
 LA1849
 LA1849.The dynamic height is computed by dividing the NAVD 88
 LA1849.geopotential number by the normal gravity value computed on the
 LA1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1849.degrees latitude (g = 980.6199 gals.).
 LA1849
 LA1849.The modeled gravity was interpolated from observed gravity values.
 LA1849
 LA1849;                    North         East    Units  Estimated Accuracy
 LA1849;SPC IN E     -   595,230.       86,550.      MT  (+/- 180 meters Scaled)
 LA1849
 LA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993960(NAD 83)
 LA1849
 LA1849                          SUPERSEDED SURVEY CONTROL
 LA1849
 LA1849  NGVD 29 (??/??/92)  249.804  (m)          819.57   (f) ADJ UNCH    2 0
 LA1849
 LA1849.Superseded values are not recommended for survey control.
 LA1849
 LA1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1849.See file dsdata.pdf to determine how the superseded data were derived.
 LA1849
 LA1849_MARKER: DB = BENCH MARK DISK
 LA1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1849_STAMPING: L 173 1946
 LA1849_MARK LOGO: CGS
 LA1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1849+STABILITY: SURFACE MOTION
 LA1849
 LA1849  HISTORY     - Date     Condition        Report By
 LA1849  HISTORY     - 1946     MONUMENTED       CGS
 LA1849
 LA1849                          STATION DESCRIPTION
 LA1849
 LA1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1849'2.6 MI N FROM MIER.
 LA1849'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1849'OF STATE HIGHWAYS 18 AND 21 AT MIER, SET IN THE NORTHEAST QUARTER
 LA1849'OF A GRAVEL CROSS ROAD, 39 FEET EAST OF THE CENTER LINE OF THE
 LA1849'HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1849'38 FEET SOUTH OF A TELEPHONE POLE, 7.5 FEET NORTH OF A FENCE
 LA1849'CORNER, 1 FOOT WEST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE
 LA1849'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1849'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1615 ***********************************************************************
 LA1615  DESIGNATION -  L 174
 LA1615  PID         -  LA1615
 LA1615  STATE/COUNTY-  IN/GRANT
 LA1615  COUNTRY     -  US
 LA1615  USGS QUAD   -  MARION (2019)
 LA1615
 LA1615                         *CURRENT SURVEY CONTROL
 LA1615  ______________________________________________________________________
 LA1615* NAD 83(1986) POSITION- 40 36 10.     (N) 085 39 59.     (W)   SCALED
 LA1615* NAVD 88 ORTHO HEIGHT -   260.696 (meters)      855.30  (feet) ADJUSTED
 LA1615  ______________________________________________________________________
 LA1615  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LA1615  DYNAMIC HEIGHT  -        260.565 (meters)      854.87  (feet) COMP
 LA1615  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 LA1615
 LA1615  VERT ORDER      -  FIRST     CLASS II
 LA1615
 LA1615.The horizontal coordinates were scaled from a map and have
 LA1615.an estimated accuracy of +/- 6 seconds.
 LA1615
 LA1615.The orthometric height was determined by differential leveling and
 LA1615.adjusted by the NATIONAL GEODETIC SURVEY
 LA1615.in June 1991.
 LA1615
 LA1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1615.GEOID18 height accuracy estimate available here.
 LA1615
 LA1615.Click photographs - Photos may exist for this station.
 LA1615
 LA1615.The dynamic height is computed by dividing the NAVD 88
 LA1615.geopotential number by the normal gravity value computed on the
 LA1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1615.degrees latitude (g = 980.6199 gals.).
 LA1615
 LA1615.The modeled gravity was interpolated from observed gravity values.
 LA1615
 LA1615;                    North         East    Units  Estimated Accuracy
 LA1615;SPC IN E     -   594,450.      100,020.      MT  (+/- 180 meters Scaled)
 LA1615
 LA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK128955(NAD 83)
 LA1615
 LA1615                          SUPERSEDED SURVEY CONTROL
 LA1615
 LA1615  NGVD 29 (??/??/92)  260.823  (m)          855.72   (f) ADJ UNCH    1 2
 LA1615
 LA1615.Superseded values are not recommended for survey control.
 LA1615
 LA1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1615.See file dsdata.pdf to determine how the superseded data were derived.
 LA1615
 LA1615_MARKER: DB = BENCH MARK DISK
 LA1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1615_STAMPING: L 174 1946
 LA1615_MARK LOGO: CGS
 LA1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1615+STABILITY: SURFACE MOTION
 LA1615
 LA1615  HISTORY     - Date     Condition        Report By
 LA1615  HISTORY     - 1946     MONUMENTED       CGS
 LA1615  HISTORY     - 1962     GOOD             CGS
 LA1615
 LA1615                          STATION DESCRIPTION
 LA1615
 LA1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1615'3.2 MI NW FROM MARION.
 LA1615'ABOUT 3.25 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1615'FROM THE STATION AT MARION, SET IN THE SOUTHEAST ANGLE OF A
 LA1615'GRAVEL ROAD CROSSING, 99 FEET NORTHEAST AND ACROSS THE TRACK FROM
 LA1615'POLE NO. 129/20, 46 FEET EAST OF THE EAST RAIL OF THE EAST
 LA1615'TRACK, 26 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 5.5
 LA1615'FEET SOUTH OF A CONCRETE FENCE CORNER POST, 1.5 FOOT WEST OF THE
 LA1615'FENCE LINE, ABOUT 1 FOOT BELOW THE TRACK, AND SET IN THE TOP OF
 LA1615'A CONCRETE POST PROJECTING 5 IN.
 LA1615
 LA1615                          STATION RECOVERY (1962)
 LA1615
 LA1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1804 ***********************************************************************
 LA1804  DESIGNATION -  L 175
 LA1804  PID         -  LA1804
 LA1804  STATE/COUNTY-  IN/WABASH
 LA1804  COUNTRY     -  US
 LA1804  USGS QUAD   -  SOMERSET (2019)
 LA1804
 LA1804                         *CURRENT SURVEY CONTROL
 LA1804  ______________________________________________________________________
 LA1804* NAD 83(1986) POSITION- 40 39 58.     (N) 085 50 06.     (W)   SCALED
 LA1804* NAVD 88 ORTHO HEIGHT -   245.814 (meters)      806.47  (feet) ADJUSTED
 LA1804  ______________________________________________________________________
 LA1804  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LA1804  DYNAMIC HEIGHT  -        245.692 (meters)      806.07  (feet) COMP
 LA1804  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LA1804
 LA1804  VERT ORDER      -  SECOND    CLASS 0
 LA1804
 LA1804.The horizontal coordinates were scaled from a map and have
 LA1804.an estimated accuracy of +/- 6 seconds.
 LA1804
 LA1804.The orthometric height was determined by differential leveling and
 LA1804.adjusted by the NATIONAL GEODETIC SURVEY
 LA1804.in June 1991.
 LA1804
 LA1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1804.GEOID18 height accuracy estimate available here.
 LA1804
 LA1804.Click photographs - Photos may exist for this station.
 LA1804
 LA1804.The dynamic height is computed by dividing the NAVD 88
 LA1804.geopotential number by the normal gravity value computed on the
 LA1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1804.degrees latitude (g = 980.6199 gals.).
 LA1804
 LA1804.The modeled gravity was interpolated from observed gravity values.
 LA1804
 LA1804;                    North         East    Units  Estimated Accuracy
 LA1804;SPC IN E     -   601,490.       85,770.      MT  (+/- 180 meters Scaled)
 LA1804
 LA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984023(NAD 83)
 LA1804
 LA1804                          SUPERSEDED SURVEY CONTROL
 LA1804
 LA1804  NGVD 29 (??/??/92)  245.940  (m)          806.89   (f) ADJ UNCH    2 0
 LA1804
 LA1804.Superseded values are not recommended for survey control.
 LA1804
 LA1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1804.See file dsdata.pdf to determine how the superseded data were derived.
 LA1804
 LA1804_MARKER: DB = BENCH MARK DISK
 LA1804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1804_SP_SET: CULVERT HEADWALL
 LA1804_STAMPING: L 175 1946
 LA1804_MARK LOGO: CGS
 LA1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1804+STABILITY: SURFACE MOTION
 LA1804
 LA1804  HISTORY     - Date     Condition        Report By
 LA1804  HISTORY     - 1946     MONUMENTED       CGS
 LA1804  HISTORY     - 1962     GOOD             CGS
 LA1804
 LA1804                          STATION DESCRIPTION
 LA1804
 LA1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1804'1 MI E FROM SOMERSET.
 LA1804'ABOUT 0.95 MILE EAST ALONG THE SLOCUM TRAIL FROM THE POST OFFICE
 LA1804'AT SOMERSET, ABOUT 0.45 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 LA1804'13, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 LA1804'OF A 30 INCH CONCRETE PIPE CULVERT, 17 FEET SOUTH OF AND ABOUT
 LA1804'LEVEL WITH THE CENTER LINE OF THE FRANCES SLOCUM TRAIL.
 LA1804
 LA1804                          STATION RECOVERY (1962)
 LA1804
 LA1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0359 ***********************************************************************
 ME0359  DESIGNATION -  L 176
 ME0359  PID         -  ME0359
 ME0359  STATE/COUNTY-  IN/FULTON
 ME0359  COUNTRY     -  US
 ME0359  USGS QUAD   -  RUTLAND (2019)
 ME0359
 ME0359                         *CURRENT SURVEY CONTROL
 ME0359  ______________________________________________________________________
 ME0359* NAD 83(1986) POSITION- 41 10 19.     (N) 086 19 50.     (W)   SCALED
 ME0359* NAVD 88 ORTHO HEIGHT -   247.188 (meters)      810.98  (feet) ADJUSTED
 ME0359  ______________________________________________________________________
 ME0359  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME0359  DYNAMIC HEIGHT  -        247.084 (meters)      810.64  (feet) COMP
 ME0359  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 ME0359
 ME0359  VERT ORDER      -  SECOND    CLASS 0
 ME0359
 ME0359.The horizontal coordinates were scaled from a map and have
 ME0359.an estimated accuracy of +/- 6 seconds.
 ME0359
 ME0359.The orthometric height was determined by differential leveling and
 ME0359.adjusted by the NATIONAL GEODETIC SURVEY
 ME0359.in June 1991.
 ME0359
 ME0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0359.GEOID18 height accuracy estimate available here.
 ME0359
 ME0359.Click photographs - Photos may exist for this station.
 ME0359
 ME0359.The dynamic height is computed by dividing the NAVD 88
 ME0359.geopotential number by the normal gravity value computed on the
 ME0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0359.degrees latitude (g = 980.6199 gals.).
 ME0359
 ME0359.The modeled gravity was interpolated from observed gravity values.
 ME0359
 ME0359;                    North         East    Units  Estimated Accuracy
 ME0359;SPC IN E     -   657,870.       44,290.      MT  (+/- 180 meters Scaled)
 ME0359
 ME0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL561580(NAD 83)
 ME0359
 ME0359                          SUPERSEDED SURVEY CONTROL
 ME0359
 ME0359  NGVD 29 (??/??/92)  247.307  (m)          811.37   (f) ADJ UNCH    2 0
 ME0359
 ME0359.Superseded values are not recommended for survey control.
 ME0359
 ME0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0359.See file dsdata.pdf to determine how the superseded data were derived.
 ME0359
 ME0359_MARKER: DB = BENCH MARK DISK
 ME0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0359_SP_SET: CULVERT HEADWALL
 ME0359_STAMPING: L 176 1946
 ME0359_MARK LOGO: CGS
 ME0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0359+STABILITY: SURFACE MOTION
 ME0359
 ME0359  HISTORY     - Date     Condition        Report By
 ME0359  HISTORY     - 1946     MONUMENTED       CGS
 ME0359  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0359
 ME0359                          STATION DESCRIPTION
 ME0359
 ME0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0359'7 MI NE FROM DELONG.
 ME0359'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0359'STATION AT DELONG, THENCE 4.45 MILES EAST ALONG STATE HIGHWAY 110,
 ME0359'ABOUT 0.1 MILE WEST OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 ME0359'SOUTH, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 ME0359'HEADWALL OF AN 18-INCH CORRUGATED STEEL PIPE CULVERT, 22 FEET
 ME0359'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST
 ME0359'END OF THE HEADWALL AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 ME0359
 ME0359                          STATION RECOVERY (1992)
 ME0359
 ME0359'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0359'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1680 ***********************************************************************
 LA1680  DESIGNATION -  L 178
 LA1680  PID         -  LA1680
 LA1680  STATE/COUNTY-  IN/WABASH
 LA1680  COUNTRY     -  US
 LA1680  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1680
 LA1680                         *CURRENT SURVEY CONTROL
 LA1680  ______________________________________________________________________
 LA1680* NAD 83(1986) POSITION- 40 54 47.     (N) 085 52 10.     (W)   SCALED
 LA1680* NAVD 88 ORTHO HEIGHT -   235.949 (meters)      774.11  (feet) ADJUSTED
 LA1680  ______________________________________________________________________
 LA1680  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 LA1680  DYNAMIC HEIGHT  -        235.839 (meters)      773.75  (feet) COMP
 LA1680  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 LA1680
 LA1680  VERT ORDER      -  SECOND    CLASS 0
 LA1680
 LA1680.The horizontal coordinates were scaled from a map and have
 LA1680.an estimated accuracy of +/- 6 seconds.
 LA1680
 LA1680.The orthometric height was determined by differential leveling and
 LA1680.adjusted by the NATIONAL GEODETIC SURVEY
 LA1680.in June 1991.
 LA1680
 LA1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1680.GEOID18 height accuracy estimate available here.
 LA1680
 LA1680.Click photographs - Photos may exist for this station.
 LA1680
 LA1680.The dynamic height is computed by dividing the NAVD 88
 LA1680.geopotential number by the normal gravity value computed on the
 LA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1680.degrees latitude (g = 980.6199 gals.).
 LA1680
 LA1680.The modeled gravity was interpolated from observed gravity values.
 LA1680
 LA1680;                    North         East    Units  Estimated Accuracy
 LA1680;SPC IN E     -   628,920.       82,920.      MT  (+/- 180 meters Scaled)
 LA1680
 LA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL952297(NAD 83)
 LA1680
 LA1680                          SUPERSEDED SURVEY CONTROL
 LA1680
 LA1680  NGVD 29 (??/??/92)  236.072  (m)          774.51   (f) ADJ UNCH    2 0
 LA1680
 LA1680.Superseded values are not recommended for survey control.
 LA1680
 LA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1680.See file dsdata.pdf to determine how the superseded data were derived.
 LA1680
 LA1680_MARKER: DB = BENCH MARK DISK
 LA1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1680_STAMPING: L 178 1946
 LA1680_MARK LOGO: CGS
 LA1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1680+STABILITY: SURFACE MOTION
 LA1680
 LA1680  HISTORY     - Date     Condition        Report By
 LA1680  HISTORY     - 1946     MONUMENTED       CGS
 LA1680
 LA1680                          STATION DESCRIPTION
 LA1680
 LA1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1680'3 MI E FROM ROANN.
 LA1680'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE CROSS
 LA1680'ROADS AT ROANN, ABOUT 80 YARDS NORTHEAST OF A LARGE BARN, AT THE
 LA1680'INTERSECTION WITH A 135-FOOT OFFSET NORTH-SOUTH SECTION LINE
 LA1680'ROAD, 157 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 LA1680'NORTH, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 LA1680'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 144 FEET SOUTHEAST
 LA1680'AND ACROSS THE HIGHWAY FROM A WINDMILL WELL PUMP, 25 FEET
 LA1680'NORTH-NORTHEAST OF A POWER LINE POLE, 0.5 FOOT BELOW THE LEVEL
 LA1680'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1680'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0254 ***********************************************************************
 LB0254  DESIGNATION -  L 179
 LB0254  PID         -  LB0254
 LB0254  STATE/COUNTY-  IN/MIAMI
 LB0254  COUNTRY     -  US
 LB0254  USGS QUAD   -  DEEDSVILLE (2019)
 LB0254
 LB0254                         *CURRENT SURVEY CONTROL
 LB0254  ______________________________________________________________________
 LB0254* NAD 83(1986) POSITION- 40 59 21.     (N) 086 01 07.     (W)   SCALED
 LB0254* NAVD 88 ORTHO HEIGHT -   254.824 (meters)      836.04  (feet) ADJUSTED
 LB0254  ______________________________________________________________________
 LB0254  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 LB0254  DYNAMIC HEIGHT  -        254.708 (meters)      835.65  (feet) COMP
 LB0254  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 LB0254
 LB0254  VERT ORDER      -  SECOND    CLASS 0
 LB0254
 LB0254.The horizontal coordinates were scaled from a map and have
 LB0254.an estimated accuracy of +/- 6 seconds.
 LB0254
 LB0254.The orthometric height was determined by differential leveling and
 LB0254.adjusted by the NATIONAL GEODETIC SURVEY
 LB0254.in June 1991.
 LB0254
 LB0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0254.GEOID18 height accuracy estimate available here.
 LB0254
 LB0254.Click photographs - Photos may exist for this station.
 LB0254
 LB0254.The dynamic height is computed by dividing the NAVD 88
 LB0254.geopotential number by the normal gravity value computed on the
 LB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0254.degrees latitude (g = 980.6199 gals.).
 LB0254
 LB0254.The modeled gravity was interpolated from observed gravity values.
 LB0254
 LB0254;                    North         East    Units  Estimated Accuracy
 LB0254;SPC IN E     -   637,420.       70,390.      MT  (+/- 180 meters Scaled)
 LB0254
 LB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL825380(NAD 83)
 LB0254
 LB0254                          SUPERSEDED SURVEY CONTROL
 LB0254
 LB0254  NGVD 29 (??/??/92)  254.946  (m)          836.44   (f) ADJ UNCH    2 0
 LB0254
 LB0254.Superseded values are not recommended for survey control.
 LB0254
 LB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0254.See file dsdata.pdf to determine how the superseded data were derived.
 LB0254
 LB0254_MARKER: DB = BENCH MARK DISK
 LB0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0254_SP_SET: BRIDGE WINGWALL
 LB0254_STAMPING: L 179 1946
 LB0254_MARK LOGO: CGS
 LB0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0254
 LB0254  HISTORY     - Date     Condition        Report By
 LB0254  HISTORY     - 1946     MONUMENTED       CGS
 LB0254  HISTORY     - 1989     GOOD             USPSQD
 LB0254
 LB0254                          STATION DESCRIPTION
 LB0254
 LB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0254'1.4 MI N FROM GILEAD.
 LB0254'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0254'TOWNSHIP SCHOOL AT GILEAD, ABOUT 0.1 MILE NORTH OF A TWO STORY
 LB0254'BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF
 LB0254'THE NORTHWEST CONCRETE WING WALL OF A 6 FOOT CONCRETE BRIDGE,
 LB0254'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LB0254'BELOW THE BRIDGE FLOOR.
 LB0254
 LB0254                          STATION RECOVERY (1989)
 LB0254
 LB0254'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0861 ***********************************************************************
 ME0861  DESIGNATION -  L 18
 ME0861  PID         -  ME0861
 ME0861  STATE/COUNTY-  IN/LA PORTE
 ME0861  COUNTRY     -  US
 ME0861  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0861
 ME0861                         *CURRENT SURVEY CONTROL
 ME0861  ______________________________________________________________________
 ME0861* NAD 83(1986) POSITION- 41 42 29.     (N) 086 51 29.     (W)   SCALED
 ME0861* NAVD 88 ORTHO HEIGHT -   192.368 (meters)      631.13  (feet) ADJUSTED
 ME0861  ______________________________________________________________________
 ME0861  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME0861  DYNAMIC HEIGHT  -        192.296 (meters)      630.89  (feet) COMP
 ME0861  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 ME0861
 ME0861  VERT ORDER      -  SECOND    CLASS 0
 ME0861
 ME0861.The horizontal coordinates were scaled from a map and have
 ME0861.an estimated accuracy of +/- 6 seconds.
 ME0861
 ME0861.The orthometric height was determined by differential leveling and
 ME0861.adjusted by the NATIONAL GEODETIC SURVEY
 ME0861.in June 1991.
 ME0861
 ME0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0861.GEOID18 height accuracy estimate available here.
 ME0861
 ME0861.Click photographs - Photos may exist for this station.
 ME0861
 ME0861.The dynamic height is computed by dividing the NAVD 88
 ME0861.geopotential number by the normal gravity value computed on the
 ME0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0861.degrees latitude (g = 980.6199 gals.).
 ME0861
 ME0861.The modeled gravity was interpolated from observed gravity values.
 ME0861
 ME0861;                    North         East    Units  Estimated Accuracy
 ME0861;SPC IN W     -   717,220.      918,750.      MT  (+/- 180 meters Scaled)
 ME0861
 ME0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM118173(NAD 83)
 ME0861
 ME0861                          SUPERSEDED SURVEY CONTROL
 ME0861
 ME0861  NGVD 29 (??/??/92)  192.481  (m)          631.50   (f) ADJ UNCH    2 0
 ME0861
 ME0861.Superseded values are not recommended for survey control.
 ME0861
 ME0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0861.See file dsdata.pdf to determine how the superseded data were derived.
 ME0861
 ME0861_MARKER: DB = BENCH MARK DISK
 ME0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0861_SP_SET: ABUTMENT
 ME0861_STAMPING: L 18 1934
 ME0861_MARK LOGO: CGS
 ME0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0861
 ME0861  HISTORY     - Date     Condition        Report By
 ME0861  HISTORY     - 1934     MONUMENTED       CGS
 ME0861  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0861
 ME0861                          STATION DESCRIPTION
 ME0861
 ME0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0861'2.1 MI NE FROM MICHIGAN CITY.
 ME0861'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0861'PERE MARQUETTE RAILWAY, 1 YARD NORTHWEST OF THE NORTHWEST RAIL,
 ME0861'ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF
 ME0861'THE PERE MARQUETTE RAILWAY BRIDGE OVER THE NICKEL PLATE RAILWAY,
 ME0861'AND A LARGE STREAM, 5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 ME0861'ABUTMENT, AND 2 INCHES BELOW THE BASE OF THE RAILS.  A STANDARD
 ME0861'DISK, STAMPED L 18 1934.
 ME0861
 ME0861                          STATION RECOVERY (1985)
 ME0861
 ME0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0861'THE ABUTMENT HAS BEEN COVERED WITH 2 FEET OF NEW CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0209 ***********************************************************************
 LB0209  DESIGNATION -  L 180
 LB0209  PID         -  LB0209
 LB0209  STATE/COUNTY-  IN/MIAMI
 LB0209  COUNTRY     -  US
 LB0209  USGS QUAD   -  DEEDSVILLE (2019)
 LB0209
 LB0209                         *CURRENT SURVEY CONTROL
 LB0209  ______________________________________________________________________
 LB0209* NAD 83(1986) POSITION- 40 58 06.     (N) 086 02 14.     (W)   SCALED
 LB0209* NAVD 88 ORTHO HEIGHT -   261.961 (meters)      859.45  (feet) ADJUSTED
 LB0209  ______________________________________________________________________
 LB0209  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 LB0209  DYNAMIC HEIGHT  -        261.841 (meters)      859.06  (feet) COMP
 LB0209  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 LB0209
 LB0209  VERT ORDER      -  SECOND    CLASS 0
 LB0209
 LB0209.The horizontal coordinates were scaled from a map and have
 LB0209.an estimated accuracy of +/- 6 seconds.
 LB0209
 LB0209.The orthometric height was determined by differential leveling and
 LB0209.adjusted by the NATIONAL GEODETIC SURVEY
 LB0209.in June 1991.
 LB0209
 LB0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0209.GEOID18 height accuracy estimate available here.
 LB0209
 LB0209.Click photographs - Photos may exist for this station.
 LB0209
 LB0209.The dynamic height is computed by dividing the NAVD 88
 LB0209.geopotential number by the normal gravity value computed on the
 LB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0209.degrees latitude (g = 980.6199 gals.).
 LB0209
 LB0209.The modeled gravity was interpolated from observed gravity values.
 LB0209
 LB0209;                    North         East    Units  Estimated Accuracy
 LB0209;SPC IN E     -   635,110.       68,810.      MT  (+/- 180 meters Scaled)
 LB0209
 LB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL810356(NAD 83)
 LB0209
 LB0209                          SUPERSEDED SURVEY CONTROL
 LB0209
 LB0209  NGVD 29 (??/??/92)  262.081  (m)          859.84   (f) ADJ UNCH    2 0
 LB0209
 LB0209.Superseded values are not recommended for survey control.
 LB0209
 LB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0209.See file dsdata.pdf to determine how the superseded data were derived.
 LB0209
 LB0209_MARKER: DB = BENCH MARK DISK
 LB0209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0209_SP_SET: FENCE POST
 LB0209_STAMPING: L 180 1946
 LB0209_MARK LOGO: CGS
 LB0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0209
 LB0209  HISTORY     - Date     Condition        Report By
 LB0209  HISTORY     - 1946     MONUMENTED       CGS
 LB0209  HISTORY     - 1989     GOOD             USPSQD
 LB0209
 LB0209                          STATION DESCRIPTION
 LB0209
 LB0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0209'1 MI W FROM GILEAD.
 LB0209'ABOUT 1.0 MILE WEST ALONG THE MACY-GILEAD ROAD FROM THE CROSS
 LB0209'ROAD AT GILEAD, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A GRAVEL
 LB0209'ROAD LEADING NORTH, ABOUT 80 YARDS WEST OF A TWO STORY STUCCO
 LB0209'HOUSE ON THE SOUTH SIDE OF THE ROAD, AT THE JUNCTION OF A GRAVEL
 LB0209'ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF A 14 BY
 LB0209'14 INCH CONCRETE FENCE CORNER FENCE POST, 20 FEET NORTH OF THE
 LB0209'CENTER LINE OF THE ROAD, 19 FEET WEST OF THE CENTER LINE OF THE
 LB0209'ROAD LEADING NORTH, ABOUT 2 FEET ABOVE THE GROUND.
 LB0209
 LB0209                          STATION RECOVERY (1989)
 LB0209
 LB0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0042 ***********************************************************************
 LB0042  DESIGNATION -  L 181
 LB0042  PID         -  LB0042
 LB0042  STATE/COUNTY-  IN/FULTON
 LB0042  COUNTRY     -  US
 LB0042  USGS QUAD   -  GRASS CREEK (2019)
 LB0042
 LB0042                         *CURRENT SURVEY CONTROL
 LB0042  ______________________________________________________________________
 LB0042* NAD 83(1986) POSITION- 40 55 52.     (N) 086 24 13.     (W)   SCALED
 LB0042* NAVD 88 ORTHO HEIGHT -   233.135 (meters)      764.88  (feet) ADJUSTED
 LB0042  ______________________________________________________________________
 LB0042  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 LB0042  DYNAMIC HEIGHT  -        233.033 (meters)      764.54  (feet) COMP
 LB0042  MODELED GRAVITY -    980,182.0   (mgal)                       NAVD 88
 LB0042
 LB0042  VERT ORDER      -  SECOND    CLASS 0
 LB0042
 LB0042.The horizontal coordinates were scaled from a map and have
 LB0042.an estimated accuracy of +/- 6 seconds.
 LB0042
 LB0042.The orthometric height was determined by differential leveling and
 LB0042.adjusted by the NATIONAL GEODETIC SURVEY
 LB0042.in June 1991.
 LB0042
 LB0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0042.GEOID18 height accuracy estimate available here.
 LB0042
 LB0042.Click photographs - Photos may exist for this station.
 LB0042
 LB0042.The dynamic height is computed by dividing the NAVD 88
 LB0042.geopotential number by the normal gravity value computed on the
 LB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0042.degrees latitude (g = 980.6199 gals.).
 LB0042
 LB0042.The modeled gravity was interpolated from observed gravity values.
 LB0042
 LB0042;                    North         East    Units  Estimated Accuracy
 LB0042;SPC IN E     -   631,170.       37,930.      MT  (+/- 180 meters Scaled)
 LB0042
 LB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502312(NAD 83)
 LB0042
 LB0042                          SUPERSEDED SURVEY CONTROL
 LB0042
 LB0042  NGVD 29 (??/??/92)  233.254  (m)          765.27   (f) ADJ UNCH    2 0
 LB0042
 LB0042.Superseded values are not recommended for survey control.
 LB0042
 LB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0042.See file dsdata.pdf to determine how the superseded data were derived.
 LB0042
 LB0042_MARKER: DB = BENCH MARK DISK
 LB0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0042_STAMPING: L 181 1946
 LB0042_MARK LOGO: CGS
 LB0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0042+STABILITY: SURFACE MOTION
 LB0042
 LB0042  HISTORY     - Date     Condition        Report By
 LB0042  HISTORY     - 1946     MONUMENTED       CGS
 LB0042  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0042
 LB0042                          STATION DESCRIPTION
 LB0042
 LB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0042'1.1 MI S FROM GRASSCREEK.
 LB0042'1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0042'AT GRASSCREEK, 0.1 MILE SOUTH OF MILE POST 129, SET IN THE SOUTHEAST
 LB0042'QUARTER OF A GRAVEL ROAD CROSSING, 35.5 FEET EAST OF THE EAST RAIL,
 LB0042'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF THE
 LB0042'RIGHT-OF-WAY FENCE, 5 FEET SOUTH OF A TELEPHONE POLE, AND IN LINE
 LB0042'WITH THE ROW OF POLES, 2 FEET BELOW THE TRACK, AND SET IN THE
 LB0042'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0042
 LB0042                          STATION RECOVERY (1992)
 LB0042
 LB0042'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1645 ***********************************************************************
 LA1645  DESIGNATION -  L 182
 LA1645  PID         -  LA1645
 LA1645  STATE/COUNTY-  IN/WABASH
 LA1645  COUNTRY     -  US
 LA1645  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1645
 LA1645                         *CURRENT SURVEY CONTROL
 LA1645  ______________________________________________________________________
 LA1645* NAD 83(1986) POSITION- 40 52 58.78   (N) 085 47 24.32   (W)   HD_HELD1
 LA1645* NAVD 88 ORTHO HEIGHT -   242.228 (meters)      794.71  (feet) ADJUSTED
 LA1645  ______________________________________________________________________
 LA1645  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 LA1645  DYNAMIC HEIGHT  -        242.115 (meters)      794.34  (feet) COMP
 LA1645  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 LA1645
 LA1645  VERT ORDER      -  FIRST     CLASS II
 LA1645
 LA1645.The horizontal coordinates were determined by differentially corrected
 LA1645.hand held GPS observations or other comparable positioning techniques
 LA1645.and have an estimated accuracy of +/- 3 meters.
 LA1645
 LA1645.The orthometric height was determined by differential leveling and
 LA1645.adjusted by the NATIONAL GEODETIC SURVEY
 LA1645.in June 1991.
 LA1645
 LA1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1645.GEOID18 height accuracy estimate available here.
 LA1645
 LA1645.Click photographs - Photos may exist for this station.
 LA1645
 LA1645.The dynamic height is computed by dividing the NAVD 88
 LA1645.geopotential number by the normal gravity value computed on the
 LA1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1645.degrees latitude (g = 980.6199 gals.).
 LA1645
 LA1645.The modeled gravity was interpolated from observed gravity values.
 LA1645
 LA1645;                    North         East    Units  Estimated Accuracy
 LA1645;SPC IN E     -   625,572.2      89,597.9     MT  (+/- 3 meters HH1 GPS) 
 LA1645
 LA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0193626472(NAD 83)
 LA1645
 LA1645                          SUPERSEDED SURVEY CONTROL
 LA1645
 LA1645  NGVD 29 (??/??/92)  242.351  (m)          795.11   (f) ADJ UNCH    1 2
 LA1645
 LA1645.Superseded values are not recommended for survey control.
 LA1645
 LA1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1645.See file dsdata.pdf to determine how the superseded data were derived.
 LA1645
 LA1645_MARKER: DB = BENCH MARK DISK
 LA1645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1645_SP_SET: CULVERT HEADWALL
 LA1645_STAMPING: L 182 1946
 LA1645_MARK LOGO: CGS
 LA1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1645+STABILITY: SURFACE MOTION
 LA1645
 LA1645  HISTORY     - Date     Condition        Report By
 LA1645  HISTORY     - 1946     MONUMENTED       CGS
 LA1645
 LA1645                          STATION DESCRIPTION
 LA1645
 LA1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1645'1 MI S FROM URBANA.
 LA1645'ABOUT 1.0 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1645'THE STATION AT URBANA, ABOUT 80 YARDS SOUTH OF A DIRT ROAD
 LA1645'CROSSING, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD
 LA1645'WALL OF A DOUBLE 6 FOOT CONCRETE PIPE CULVERT NO. 240, 13
 LA1645'FEET WEST OF THE WEST RAIL, 1 FOOT SOUTH OF THE NORTH END OF THE
 LA1645'HEADWALL, ABOUT 0.5 FOOT BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0158 ***********************************************************************
 LB0158  DESIGNATION -  L 183
 LB0158  PID         -  LB0158
 LB0158  STATE/COUNTY-  IN/MIAMI
 LB0158  COUNTRY     -  US
 LB0158  USGS QUAD   -  TWELVE MILE (2019)
 LB0158
 LB0158                         *CURRENT SURVEY CONTROL
 LB0158  ______________________________________________________________________
 LB0158* NAD 83(1986) POSITION- 40 51 57.     (N) 086 07 45.     (W)   SCALED
 LB0158* NAVD 88 ORTHO HEIGHT -   238.796 (meters)      783.45  (feet) ADJUSTED
 LB0158  ______________________________________________________________________
 LB0158  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0158  DYNAMIC HEIGHT  -        238.685 (meters)      783.09  (feet) COMP
 LB0158  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 LB0158
 LB0158  VERT ORDER      -  SECOND    CLASS 0
 LB0158
 LB0158.The horizontal coordinates were scaled from a map and have
 LB0158.an estimated accuracy of +/- 6 seconds.
 LB0158
 LB0158.The orthometric height was determined by differential leveling and
 LB0158.adjusted by the NATIONAL GEODETIC SURVEY
 LB0158.in June 1991.
 LB0158
 LB0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0158.GEOID18 height accuracy estimate available here.
 LB0158
 LB0158.Click photographs - Photos may exist for this station.
 LB0158
 LB0158.The dynamic height is computed by dividing the NAVD 88
 LB0158.geopotential number by the normal gravity value computed on the
 LB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0158.degrees latitude (g = 980.6199 gals.).
 LB0158
 LB0158.The modeled gravity was interpolated from observed gravity values.
 LB0158
 LB0158;                    North         East    Units  Estimated Accuracy
 LB0158;SPC IN E     -   623,760.       61,010.      MT  (+/- 180 meters Scaled)
 LB0158
 LB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL733242(NAD 83)
 LB0158
 LB0158                          SUPERSEDED SURVEY CONTROL
 LB0158
 LB0158  NGVD 29 (??/??/92)  238.915  (m)          783.84   (f) ADJ UNCH    2 0
 LB0158
 LB0158.Superseded values are not recommended for survey control.
 LB0158
 LB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0158.See file dsdata.pdf to determine how the superseded data were derived.
 LB0158
 LB0158_MARKER: DB = BENCH MARK DISK
 LB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0158_STAMPING: L 183 1946
 LB0158_MARK LOGO: CGS
 LB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0158+STABILITY: SURFACE MOTION
 LB0158
 LB0158  HISTORY     - Date     Condition        Report By
 LB0158  HISTORY     - 1946     MONUMENTED       CGS
 LB0158  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0158
 LB0158                          STATION DESCRIPTION
 LB0158
 LB0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0158'3 MI W FROM DENVER.
 LB0158'ABOUT 2.95 MILES WEST ALONG STATE HIGHWAY 16 FROM THE BANK
 LB0158'BUILDING AT DENVER, ABOUT 0.4 MILE EAST OF THE INTERSECTION
 LB0158'OF U.S. HIGHWAY 31, SET IN THE NORTHEAST QUARTER OF A
 LB0158'NORTH-SOUTH GRAVEL ROAD, 36 FEET EAST OF THE CENTER LINE OF THE
 LB0158'NORTH-SOUTH ROAD, 24 FEET EAST OF THE EAST END OF A 10 INCH
 LB0158'CORRUGATED PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 19 FEET
 LB0158'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 LB0158'FENCE LINE, ABOUT 0.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE
 LB0158'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0158
 LB0158                          STATION RECOVERY (1989)
 LB0158
 LB0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1251 ***********************************************************************
 MD1251  DESIGNATION -  L 184
 MD1251  PID         -  MD1251
 MD1251  STATE/COUNTY-  IN/KOSCIUSKO
 MD1251  COUNTRY     -  US
 MD1251  USGS QUAD   -  WARSAW (2019)
 MD1251
 MD1251                         *CURRENT SURVEY CONTROL
 MD1251  ______________________________________________________________________
 MD1251* NAD 83(1986) POSITION- 41 14 10.39   (N) 085 52 10.94   (W)   HD_HELD1
 MD1251* NAVD 88 ORTHO HEIGHT -   248.657 (meters)      815.80  (feet) ADJUSTED
 MD1251  ______________________________________________________________________
 MD1251  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 MD1251  DYNAMIC HEIGHT  -        248.552 (meters)      815.46  (feet) COMP
 MD1251  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 MD1251
 MD1251  VERT ORDER      -  FIRST     CLASS I
 MD1251
 MD1251.The horizontal coordinates were determined by differentially corrected
 MD1251.hand held GPS observations or other comparable positioning techniques
 MD1251.and have an estimated accuracy of +/- 3 meters.
 MD1251
 MD1251.The orthometric height was determined by differential leveling and
 MD1251.adjusted by the NATIONAL GEODETIC SURVEY
 MD1251.in April 1995.
 MD1251
 MD1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1251.GEOID18 height accuracy estimate available here.
 MD1251
 MD1251.Click photographs - Photos may exist for this station.
 MD1251
 MD1251.The dynamic height is computed by dividing the NAVD 88
 MD1251.geopotential number by the normal gravity value computed on the
 MD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1251.degrees latitude (g = 980.6199 gals.).
 MD1251
 MD1251.The modeled gravity was interpolated from observed gravity values.
 MD1251
 MD1251;                    North         East    Units  Estimated Accuracy
 MD1251;SPC IN E     -   664,810.8      82,979.0     MT  (+/- 3 meters HH1 GPS) 
 MD1251
 MD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9472065596(NAD 83)
 MD1251
 MD1251                          SUPERSEDED SURVEY CONTROL
 MD1251
 MD1251  NAVD 88 (06/15/91)  248.662  (m)          815.82   (f) SUPERSEDED  1 1
 MD1251  NGVD 29 (01/19/93)  248.791  (m)          816.24   (f) ADJUSTED    1 1
 MD1251  NGVD 29 (??/??/92)  248.794  (m)          816.25   (f) SUPERSEDED  1 1
 MD1251
 MD1251.Superseded values are not recommended for survey control.
 MD1251
 MD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1251.See file dsdata.pdf to determine how the superseded data were derived.
 MD1251
 MD1251_MARKER: DB = BENCH MARK DISK
 MD1251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1251_SP_SET: ABUTMENT
 MD1251_STAMPING: L 184 1946
 MD1251_MARK LOGO: CGS
 MD1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1251+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 MD1251
 MD1251  HISTORY     - Date     Condition        Report By
 MD1251  HISTORY     - 1946     MONUMENTED       CGS
 MD1251  HISTORY     - 1968     GOOD             CGS
 MD1251  HISTORY     - 1983     GOOD             USACE
 MD1251  HISTORY     - 1984     GOOD             USPSQD
 MD1251  HISTORY     - 19920910 GOOD             NGS
 MD1251
 MD1251                          STATION DESCRIPTION
 MD1251
 MD1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1251'AT WARSAW.
 MD1251'AT WARSAW, ABOUT 0.55 MILE WEST ALONG THE PENN CENTRAL RAILROAD
 MD1251'FROM THE STATION, ABOUT 0.35 MILE EAST OF MILEPOST 360, SET ON
 MD1251'THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE RAILROAD
 MD1251'OVERPASS OVER WEST CENTER STREET, 12.3 FEET NORTH OF THE NORTH
 MD1251'RAIL OF THE WESTBOUND TRACK AND 5 FEET BELOW THE LEVEL OF THE
 MD1251'TRACK.
 MD1251
 MD1251                          STATION RECOVERY (1983)
 MD1251
 MD1251'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1251'RECOVERED IN GOOD CONDITION.
 MD1251
 MD1251                          STATION RECOVERY (1984)
 MD1251
 MD1251'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1251'ADDITIONAL: MARK IS LOCATED 25.2 FEET NORTH OF THE NORTH RAIL OF THE
 MD1251'EAST BOUND TRACK. THE WEST BOUND TRACK IS TO BE REMOVED.
 MD1251
 MD1251                          STATION RECOVERY (1992)
 MD1251
 MD1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1251'IN WARSAW, AT THE INTERSECTION OF SOUTH HAND AVENUE AND THE CONRAIL
 MD1251'RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END
 MD1251'OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE AVENUE,
 MD1251'7.6 M (24.9 FT) NORTH OF THE NEAR RAIL, 3.5 M (11.5 FT) SOUTHEAST OF
 MD1251'THE AVENUE CENTER, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE TRACK, AND
 MD1251'0.9 M (3.0 FT) NORTH OF THE EAST END OF A RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1315 ***********************************************************************
 LA1315  DESIGNATION -  L 185
 LA1315  PID         -  LA1315
 LA1315  STATE/COUNTY-  IN/GRANT
 LA1315  COUNTRY     -  US
 LA1315  USGS QUAD   -  FAIRMOUNT (2019)
 LA1315
 LA1315                         *CURRENT SURVEY CONTROL
 LA1315  ______________________________________________________________________
 LA1315* NAD 83(1986) POSITION- 40 22 46.     (N) 085 38 43.     (W)   SCALED
 LA1315* NAVD 88 ORTHO HEIGHT -   270.885 (meters)      888.73  (feet) ADJUSTED
 LA1315  ______________________________________________________________________
 LA1315  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 LA1315  DYNAMIC HEIGHT  -        270.746 (meters)      888.27  (feet) COMP
 LA1315  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 LA1315
 LA1315  VERT ORDER      -  SECOND    CLASS II
 LA1315
 LA1315.The horizontal coordinates were scaled from a map and have
 LA1315.an estimated accuracy of +/- 6 seconds.
 LA1315
 LA1315.The orthometric height was determined by differential leveling and
 LA1315.adjusted by the NATIONAL GEODETIC SURVEY
 LA1315.in October 2018.
 LA1315
 LA1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1315.GEOID18 height accuracy estimate available here.
 LA1315
 LA1315.Click photographs - Photos may exist for this station.
 LA1315
 LA1315.The dynamic height is computed by dividing the NAVD 88
 LA1315.geopotential number by the normal gravity value computed on the
 LA1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1315.degrees latitude (g = 980.6199 gals.).
 LA1315
 LA1315.The modeled gravity was interpolated from observed gravity values.
 LA1315
 LA1315;                    North         East    Units  Estimated Accuracy
 LA1315;SPC IN E     -   569,650.      101,820.      MT  (+/- 180 meters Scaled)
 LA1315
 LA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK149707(NAD 83)
 LA1315
 LA1315                          SUPERSEDED SURVEY CONTROL
 LA1315
 LA1315  NAVD 88 (06/15/91)  270.899  (m)          888.77   (f) SUPERSEDED  1 2
 LA1315  NGVD 29 (??/??/92)  271.039  (m)          889.23   (f) ADJ UNCH    1 2
 LA1315
 LA1315.Superseded values are not recommended for survey control.
 LA1315
 LA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1315.See file dsdata.pdf to determine how the superseded data were derived.
 LA1315
 LA1315_MARKER: DB = BENCH MARK DISK
 LA1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1315_STAMPING: L 185 1946
 LA1315_MARK LOGO: CGS
 LA1315_PROJECTION: RECESSED 30 CENTIMETERS
 LA1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1315+STABILITY: SURFACE MOTION
 LA1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1315+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 LA1315
 LA1315  HISTORY     - Date     Condition        Report By
 LA1315  HISTORY     - 1946     MONUMENTED       CGS
 LA1315  HISTORY     - 20040828 GOOD             INDIV
 LA1315  HISTORY     - 20170615 GOOD             INDOT
 LA1315
 LA1315                          STATION DESCRIPTION
 LA1315
 LA1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1315'2.6 MI N FROM SUMMITVILLE.
 LA1315'ABOUT 2.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1315'THE STATION AT SUMMITVILLE, ABOUT 2.6 MILES SOUTH OF THE
 LA1315'STATION AT FAIRMOUNT, SET IN THE NORTHEAST QUARTER OF THE
 LA1315'MADISON-GRANT COUNTY LINE ROAD CROSSING, 43 FEET EAST OF THE
 LA1315'EAST RAIL, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 LA1315'NORTH OF TELEPHONE POLE 961, 3 FEET NORTH-NORTHWEST OF A 6 INCH
 LA1315'CONCRETE FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT
 LA1315'3 FEET BELOW THE CROSSING, AND SET IN THE TOP OF A CONCRETE
 LA1315'POST PROJECTING 6 INCHES.
 LA1315
 LA1315                          STATION RECOVERY (2004)
 LA1315
 LA1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DWW)
 LA1315'BETTER DESCRIBED LOCATION 23.5' NORTH OF CENTERLINE MADISON COUNTY
 LA1315'ROAD 1900 NORTH- GRANT COUNTY ROAD 1200 SOUTH, 43.8 FEET EAST OF EAST
 LA1315'RAIL CONRAIL, 22.5 FEET SOUTHEAST OF SOUTHEAST FACE POLE 145/2 AEP
 LA1315'FIBER OPTIC, 2.9 FEET NORTHWEST OF  NORTHWEST CORNER OF 6 INCH
 LA1315'CONCRETE POST, 5.6 FEET SOUTHWEST OF SOUTHWEST FACE 5 INCH ROUND
 LA1315'CONCRETE POST, 34.3' EAST OF RAILROAD CROSSING SIGN.
 LA1315
 LA1315                          STATION RECOVERY (2017)
 LA1315
 LA1315'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CHS)
 LA1315'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1084 ***********************************************************************
 MD1084  DESIGNATION -  L 186
 MD1084  PID         -  MD1084
 MD1084  STATE/COUNTY-  IN/WHITLEY
 MD1084  COUNTRY     -  US
 MD1084  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1084
 MD1084                         *CURRENT SURVEY CONTROL
 MD1084  ______________________________________________________________________
 MD1084* NAD 83(1986) POSITION- 41 06 15.     (N) 085 37 47.     (W)   SCALED
 MD1084* NAVD 88 ORTHO HEIGHT -   253.428 (meters)      831.46  (feet) ADJUSTED
 MD1084  ______________________________________________________________________
 MD1084  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1084  DYNAMIC HEIGHT  -        253.319 (meters)      831.10  (feet) COMP
 MD1084  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 MD1084
 MD1084  VERT ORDER      -  SECOND    CLASS 0
 MD1084
 MD1084.The horizontal coordinates were scaled from a map and have
 MD1084.an estimated accuracy of +/- 6 seconds.
 MD1084
 MD1084.The orthometric height was determined by differential leveling and
 MD1084.adjusted by the NATIONAL GEODETIC SURVEY
 MD1084.in June 1991.
 MD1084
 MD1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1084.GEOID18 height accuracy estimate available here.
 MD1084
 MD1084.Click photographs - Photos may exist for this station.
 MD1084
 MD1084.The dynamic height is computed by dividing the NAVD 88
 MD1084.geopotential number by the normal gravity value computed on the
 MD1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1084.degrees latitude (g = 980.6199 gals.).
 MD1084
 MD1084.The modeled gravity was interpolated from observed gravity values.
 MD1084
 MD1084;                    North         East    Units  Estimated Accuracy
 MD1084;SPC IN E     -   650,130.      103,100.      MT  (+/- 180 meters Scaled)
 MD1084
 MD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL150512(NAD 83)
 MD1084
 MD1084                          SUPERSEDED SURVEY CONTROL
 MD1084
 MD1084  NGVD 29 (??/??/92)  253.559  (m)          831.88   (f) ADJ UNCH    2 0
 MD1084
 MD1084.Superseded values are not recommended for survey control.
 MD1084
 MD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1084.See file dsdata.pdf to determine how the superseded data were derived.
 MD1084
 MD1084_MARKER: DB = BENCH MARK DISK
 MD1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1084_STAMPING: L 186 1946
 MD1084_MARK LOGO: CGS
 MD1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1084+STABILITY: SURFACE MOTION
 MD1084
 MD1084  HISTORY     - Date     Condition        Report By
 MD1084  HISTORY     - 1946     MONUMENTED       CGS
 MD1084  HISTORY     - 1961     GOOD             CGS
 MD1084
 MD1084                          STATION DESCRIPTION
 MD1084
 MD1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1084'1.4 MI N FROM SOUTH WHITLEY.
 MD1084'ABOUT 1.35 MILES N ALONG NO. 5 INDIANA HIGHWAY FROM THE POST OFFICE
 MD1084'(1.1 MILES FROM RAILROAD CROSSING) IN SOUTH WHITLEY, AT
 MD1084'T-INTERSECTION OF HIGHWAY AND NO. 400 S ASPHALT COUNTY ROAD THAT
 MD1084'EXTENDS W TO SIDNEY, ON PROJECTED CENTER LINE OF SAID ROAD, 28
 MD1084'FEET W OF MOST WESTERN OF A GROUP OF THREE WALNUT TREES, ON
 MD1084'INSIDE OF HIGHWAY CURVE, 26 FEET ENE OF CENTER LINE OF 20-FOOT
 MD1084'ASPHALT HWY. PAVEMENT, ABOUT LEVEL WITH THE CENTER OF THE
 MD1084'INTERSECTION, 3 FEET N OF IRON RAIL CORNER FENCE POST, 1.6 FEET
 MD1084'SSE OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1723 ***********************************************************************
 LA1723  DESIGNATION -  L 187
 LA1723  PID         -  LA1723
 LA1723  STATE/COUNTY-  IN/HUNTINGTON
 LA1723  COUNTRY     -  US
 LA1723  USGS QUAD   -  BIPPUS (2019)
 LA1723
 LA1723                         *CURRENT SURVEY CONTROL
 LA1723  ______________________________________________________________________
 LA1723* NAD 83(1986) POSITION- 40 53 09.     (N) 085 36 29.     (W)   SCALED
 LA1723* NAVD 88 ORTHO HEIGHT -   232.814 (meters)      763.82  (feet) ADJUSTED
 LA1723  ______________________________________________________________________
 LA1723  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LA1723  DYNAMIC HEIGHT  -        232.703 (meters)      763.46  (feet) COMP
 LA1723  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 LA1723
 LA1723  VERT ORDER      -  SECOND    CLASS 0
 LA1723
 LA1723.The horizontal coordinates were scaled from a map and have
 LA1723.an estimated accuracy of +/- 6 seconds.
 LA1723
 LA1723.The orthometric height was determined by differential leveling and
 LA1723.adjusted by the NATIONAL GEODETIC SURVEY
 LA1723.in June 1991.
 LA1723
 LA1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1723.GEOID18 height accuracy estimate available here.
 LA1723
 LA1723.Click photographs - Photos may exist for this station.
 LA1723
 LA1723.The dynamic height is computed by dividing the NAVD 88
 LA1723.geopotential number by the normal gravity value computed on the
 LA1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1723.degrees latitude (g = 980.6199 gals.).
 LA1723
 LA1723.The modeled gravity was interpolated from observed gravity values.
 LA1723
 LA1723;                    North         East    Units  Estimated Accuracy
 LA1723;SPC IN E     -   625,880.      104,940.      MT  (+/- 180 meters Scaled)
 LA1723
 LA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL172270(NAD 83)
 LA1723
 LA1723                          SUPERSEDED SURVEY CONTROL
 LA1723
 LA1723  NGVD 29 (??/??/92)  232.941  (m)          764.24   (f) ADJ UNCH    2 0
 LA1723
 LA1723.Superseded values are not recommended for survey control.
 LA1723
 LA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1723.See file dsdata.pdf to determine how the superseded data were derived.
 LA1723
 LA1723_MARKER: DB = BENCH MARK DISK
 LA1723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1723_SP_SET: CULVERT HEADWALL
 LA1723_STAMPING: L 187 1946
 LA1723_MARK LOGO: CGS
 LA1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1723+STABILITY: SURFACE MOTION
 LA1723
 LA1723  HISTORY     - Date     Condition        Report By
 LA1723  HISTORY     - 1946     MONUMENTED       CGS
 LA1723
 LA1723                          STATION DESCRIPTION
 LA1723
 LA1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1723'2 MI N FROM ANDREWS.
 LA1723'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1723'OFFICE AT ANDREWS, 1.0 MILE NORTH OF THE INTERSECTION WITH U.S.
 LA1723'HIGHWAY 24, AT THE JUNCTION WITH GRAVEL ROADS LEADING NORTH AND
 LA1723'EAST AND A RIGHT-ANGLE TURN IN THE HIGHWAY HAVING TANGENTS EXTENDING
 LA1723'SOUTH AND WEST, IN THE SOUTHWEST QUARTER OF THE INTERSECTION,
 LA1723'IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 3-FOOT
 LA1723'CORRUGATED STEEL PIPE CULVERT, 25 FEET WEST OF THE CENTER LINE
 LA1723'OF THE SOUTH TANGENT OF THE HIGHWAY, 2 FEET NORTH OF SOUTH END
 LA1723'OF THE HEADWALL, AND ABOUT 4 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0893 ***********************************************************************
 LA0893  DESIGNATION -  L 188
 LA0893  PID         -  LA0893
 LA0893  STATE/COUNTY-  IN/HUNTINGTON
 LA0893  COUNTRY     -  US
 LA0893  USGS QUAD   -  HUNTINGTON (2019)
 LA0893
 LA0893                         *CURRENT SURVEY CONTROL
 LA0893  ______________________________________________________________________
 LA0893* NAD 83(1986) POSITION- 40 54 14.     (N) 085 24 48.     (W)   SCALED
 LA0893* NAVD 88 ORTHO HEIGHT -   227.923 (meters)      747.78  (feet) ADJUSTED
 LA0893  ______________________________________________________________________
 LA0893  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 LA0893  DYNAMIC HEIGHT  -        227.818 (meters)      747.43  (feet) COMP
 LA0893  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 LA0893
 LA0893  VERT ORDER      -  SECOND    CLASS 0
 LA0893
 LA0893.The horizontal coordinates were scaled from a map and have
 LA0893.an estimated accuracy of +/- 6 seconds.
 LA0893
 LA0893.The orthometric height was determined by differential leveling and
 LA0893.adjusted by the NATIONAL GEODETIC SURVEY
 LA0893.in June 1991.
 LA0893
 LA0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0893.GEOID18 height accuracy estimate available here.
 LA0893
 LA0893.Click photographs - Photos may exist for this station.
 LA0893
 LA0893.The dynamic height is computed by dividing the NAVD 88
 LA0893.geopotential number by the normal gravity value computed on the
 LA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0893.degrees latitude (g = 980.6199 gals.).
 LA0893
 LA0893.The modeled gravity was interpolated from observed gravity values.
 LA0893
 LA0893;                    North         East    Units  Estimated Accuracy
 LA0893;SPC IN E     -   627,920.      121,340.      MT  (+/- 180 meters Scaled)
 LA0893
 LA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL336292(NAD 83)
 LA0893
 LA0893                          SUPERSEDED SURVEY CONTROL
 LA0893
 LA0893  NGVD 29 (??/??/92)  228.063  (m)          748.24   (f) ADJ UNCH    2 0
 LA0893
 LA0893.Superseded values are not recommended for survey control.
 LA0893
 LA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0893.See file dsdata.pdf to determine how the superseded data were derived.
 LA0893
 LA0893_MARKER: DB = BENCH MARK DISK
 LA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0893_STAMPING: L 188 1946
 LA0893_MARK LOGO: CGS
 LA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0893+STABILITY: SURFACE MOTION
 LA0893
 LA0893  HISTORY     - Date     Condition        Report By
 LA0893  HISTORY     - 1946     MONUMENTED       CGS
 LA0893  HISTORY     - 1965     GOOD             INHD
 LA0893  HISTORY     - 20140318 POOR             INDIV
 LA0893
 LA0893                          STATION DESCRIPTION
 LA0893
 LA0893'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0893'AT MARDENIS.
 LA0893'AT MARDENIS, AT THE WABASH RAILWAY CROSSING, 100 FEET NORTH
 LA0893'OF THE CENTER LINE OF AN EAST-WEST PAVED ROAD, 63.5 FEET SOUTH
 LA0893'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 1.0 FOOT EAST OF PWP.
 LA0893'1091, 20 FEET EAST OF CENTERLINE OF NORTH-SOUTH PAVED ROAD, 1.5
 LA0893'FEET BELOW PAVEMENT ELEVATION, 3 INCHES ABOVE GROUND.
 LA0893
 LA0893                          STATION RECOVERY (2014)
 LA0893
 LA0893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0893'T-E, INC. MARK FOUND AS DESCRIBED 1 FOOT EAST OF POWER POLE. NEW POLE
 LA0893'RECENTLY INSTALLED AND DAMAGED MARK. ELEVATION APPEARS TO STILL BE
 LA0893'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0879 ***********************************************************************
 LA0879  DESIGNATION -  L 189
 LA0879  PID         -  LA0879
 LA0879  STATE/COUNTY-  IN/ALLEN
 LA0879  COUNTRY     -  US
 LA0879  USGS QUAD   -  OSSIAN (2019)
 LA0879
 LA0879                         *CURRENT SURVEY CONTROL
 LA0879  ______________________________________________________________________
 LA0879* NAD 83(2011) POSITION- 40 58 28.64982(N) 085 11 20.04182(W)   NO CHECK
 LA0879* NAD 83(2011) ELLIP HT-   207.860 (meters)        (06/27/12)   NO CHECK
 LA0879* NAD 83(2011) EPOCH   -  2010.00
 LA0879* NAVD 88 ORTHO HEIGHT -   241.178 (meters)      791.26  (feet) ADJUSTED
 LA0879  ______________________________________________________________________
 LA0879  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 LA0879  NAD 83(2011) X  -    404,475.416 (meters)                     COMP
 LA0879  NAD 83(2011) Y  - -4,805,604.458 (meters)                     COMP
 LA0879  NAD 83(2011) Z  -  4,160,432.324 (meters)                     COMP
 LA0879  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 LA0879  DYNAMIC HEIGHT  -        241.075 (meters)      790.93  (feet) COMP
 LA0879  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 LA0879
 LA0879  VERT ORDER      -  SECOND    CLASS 0
 LA0879
 LA0879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0879  Standards:
 LA0879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0879  -------------------------------------------------------------------
 LA0879  NETWORK    0.74   1.47           0.34   0.25   0.75      0.13583468
 LA0879  -------------------------------------------------------------------
 LA0879  Click here for local accuracies and other accuracy information.
 LA0879
 LA0879.The horizontal coordinates were established by GPS observations
 LA0879.and adjusted by the National Geodetic Survey in June 2012.
 LA0879
 LA0879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0879.been affixed to the stable North American tectonic plate. See 
 LA0879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0879
 LA0879.The horizontal coordinates are valid at the epoch date displayed above
 LA0879.which is a decimal equivalence of Year/Month/Day.
 LA0879
 LA0879.No horizontal observational check was made to the station.
 LA0879
 LA0879.The orthometric height was determined by differential leveling and
 LA0879.adjusted by the NATIONAL GEODETIC SURVEY
 LA0879.in June 1991.
 LA0879
 LA0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0879.GEOID18 height accuracy estimate available here.
 LA0879
 LA0879.Click photographs - Photos may exist for this station.
 LA0879
 LA0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0879
 LA0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0879
 LA0879.The ellipsoidal height was determined by GPS observations
 LA0879.and is referenced to NAD 83.
 LA0879
 LA0879.The dynamic height is computed by dividing the NAVD 88
 LA0879.geopotential number by the normal gravity value computed on the
 LA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0879.degrees latitude (g = 980.6199 gals.).
 LA0879
 LA0879.The modeled gravity was interpolated from observed gravity values.
 LA0879
 LA0879. The following values were computed from the NAD 83(2011) position.
 LA0879
 LA0879;                    North         East     Units Scale Factor Converg.
 LA0879;SPC IN E     -   635,850.233   140,211.082   MT  0.99998656   +0 18 47.8
 LA0879;SPC IN E     - 2,086,118.64    460,009.19   sFT  0.99998656   +0 18 47.8
 LA0879;UTM  16      - 4,537,519.670   652,378.247   MT  0.99988578   +1 11 16.1
 LA0879
 LA0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0879!SPC IN E     -   0.99996740  x   0.99998656  =   0.99995396
 LA0879!UTM  16      -   0.99996740  x   0.99988578  =   0.99985318
 LA0879
 LA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5237837519(NAD 83)
 LA0879
 LA0879                          SUPERSEDED SURVEY CONTROL
 LA0879
 LA0879  NAD 83(2007)-  40 58 28.64989(N)    085 11 20.04286(W) AD(2002.00) 0
 LA0879  ELLIP H (02/10/07)  207.887  (m)                       GP(2002.00)    
 LA0879  NAD 83(1997)-  40 58 28.65001(N)    085 11 20.04268(W) AD(       ) 1
 LA0879  ELLIP H (11/27/02)  207.900  (m)                       GP(       ) 4 1
 LA0879  NAD 83(1997)-  40 58 28.64990(N)    085 11 20.04276(W) AD(       ) 1
 LA0879  ELLIP H (03/18/02)  207.901  (m)                       GP(       ) 4 1
 LA0879  NAVD 88             241.18   (m)          791.3    (f) LEVELING    3  
 LA0879  NGVD 29 (??/??/92)  241.330  (m)          791.76   (f) ADJ UNCH    2 0
 LA0879
 LA0879.Superseded values are not recommended for survey control.
 LA0879
 LA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0879.See file dsdata.pdf to determine how the superseded data were derived.
 LA0879
 LA0879_MARKER: DB = BENCH MARK DISK
 LA0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0879_STAMPING: L 189 1946
 LA0879_MARK LOGO: CGS
 LA0879_PROJECTION: PROJECTING 20 CENTIMETERS
 LA0879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0879+STABILITY: SURFACE MOTION
 LA0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0879+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 LA0879
 LA0879  HISTORY     - Date     Condition        Report By
 LA0879  HISTORY     - 1946     MONUMENTED       CGS
 LA0879  HISTORY     - 1951     GOOD             CGS
 LA0879  HISTORY     - 20010501 GOOD             WOOLPT
 LA0879
 LA0879                          STATION DESCRIPTION
 LA0879
 LA0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0879'4 MI SW FROM WAYNEDALE.
 LA0879'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA0879'WITH STATE HIGHWAY 3 AT WAYNEDALE, THENCE 1.05 MILE WEST ALONG
 LA0879'A GRAVEL ROAD, ALONG THE SOUTH BOUNDARY FENCE OF BAER FIELD
 LA0879'ARMY AIR BASE, 35 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 LA0879'OF A DRIVEWAY LEADING SOUTH TO A WHITE FARM HOUSE WITH RED
 LA0879'OUT-BUILDINGS, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9
 LA0879'FEET NORTHWEST OF POWER POLE NUMBER 40775, 1 FOOT SOUTH OF THE
 LA0879'FIELD BOUNDARY FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0879'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA0879
 LA0879                          STATION RECOVERY (1951)
 LA0879
 LA0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LA0879'RECOVERED IN GOOD CONDITION.
 LA0879
 LA0879                          STATION RECOVERY (2001)
 LA0879
 LA0879'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 LA0879'THE STATION IS LOCATED APPROXIMATELY 4 MI SOUTHWEST OF
 LA0879'WAYNEDALE, 2 MI EAST OF NINE MILE,  3 MI NORTH OF YODER, AND IS AT
 LA0879'THE FORT WAYNE INTERNATIONAL AIRPORT. OWNERSHIP-- FORT WAYNE
 LA0879'INTERNATIONAL AIRPORT, AIRPORT MANAGER CHARLES MILLER,
 LA0879'OPERATIONS MANAGER BILL PRASUHN, PHONE NUMBER (219) 747-4146. THIS
 LA0879'STATION IS NEXT TO THE AIRPORT PERIMETER FENCE, BUT IS OUTSIDE THE
 LA0879'AIRFIELD RESTRICTED AREA.
 LA0879'
 LA0879'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 469 (EXIT 6)
 LA0879'AND INDIANA ROUTE 1 SOUTH OF FORT WAYNE, PROCEED NORTH 1.3 MI TO
 LA0879'THE JUNCTION OF WINTERS ROAD. TURN RIGHT AND PROCEED WEST 1.05 MI
 LA0879'ALONG WINTERS ROAD TO THE STATION ON THE RIGHT.
 LA0879'
 LA0879'THE STATION IS LOCATED 6.05 M ON AN AZIMUTH OF 0 DEGREES FROM THE
 LA0879'CENTERLINE OF WINTERS ROAD, 3.24 M ON AN AZIMUTH OF 305 DEGREES
 LA0879'FROM A UTILITY POLE MARKED-- R-249 8 A 647-61, 0.31 M ON AN AZIMUTH OF
 LA0879'180 DEGREES FROM THE AIRPORT PERIMETER FENCE, AND 0.42 M ON AN
 LA0879'AZIMUTH OF 225 FROM A METAL WITNESS POST. THE STATION IS A CGS
 LA0879'BENCHMARK DISK STAMPED-- L 189 1946-- SET IN THE TOP OF A 0.3 M
 LA0879'DIAMETER SQUARE CONCRETE MONUMENT PROJECTING 0.2 M ABOVE THE
 LA0879'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0901 ***********************************************************************
 ME0901  DESIGNATION -  L 19
 ME0901  PID         -  ME0901
 ME0901  STATE/COUNTY-  IN/LA PORTE
 ME0901  COUNTRY     -  US
 ME0901  USGS QUAD   -  SPRINGVILLE (2019)
 ME0901
 ME0901                         *CURRENT SURVEY CONTROL
 ME0901  ______________________________________________________________________
 ME0901* NAD 83(1986) POSITION- 41 39 06.     (N) 086 44 41.     (W)   SCALED
 ME0901* NAVD 88 ORTHO HEIGHT -   263.524 (meters)      864.58  (feet) ADJUSTED
 ME0901  ______________________________________________________________________
 ME0901  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 ME0901  DYNAMIC HEIGHT  -        263.422 (meters)      864.24  (feet) COMP
 ME0901  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 ME0901
 ME0901  VERT ORDER      -  SECOND    CLASS 0
 ME0901
 ME0901.The horizontal coordinates were scaled from a map and have
 ME0901.an estimated accuracy of +/- 6 seconds.
 ME0901
 ME0901.The orthometric height was determined by differential leveling and
 ME0901.adjusted by the NATIONAL GEODETIC SURVEY
 ME0901.in June 1991.
 ME0901
 ME0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0901.GEOID18 height accuracy estimate available here.
 ME0901
 ME0901.Click photographs - Photos may exist for this station.
 ME0901
 ME0901.The dynamic height is computed by dividing the NAVD 88
 ME0901.geopotential number by the normal gravity value computed on the
 ME0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0901.degrees latitude (g = 980.6199 gals.).
 ME0901
 ME0901.The modeled gravity was interpolated from observed gravity values.
 ME0901
 ME0901;                    North         East    Units  Estimated Accuracy
 ME0901;SPC IN W     -   710,990.      928,210.      MT  (+/- 180 meters Scaled)
 ME0901
 ME0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM212111(NAD 83)
 ME0901
 ME0901                          SUPERSEDED SURVEY CONTROL
 ME0901
 ME0901  NGVD 29 (??/??/92)  263.620  (m)          864.89   (f) ADJ UNCH    2 0
 ME0901
 ME0901.Superseded values are not recommended for survey control.
 ME0901
 ME0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0901.See file dsdata.pdf to determine how the superseded data were derived.
 ME0901
 ME0901_MARKER: DB = BENCH MARK DISK
 ME0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0901_STAMPING: L 19 1934
 ME0901_MARK LOGO: CGS
 ME0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0901+STABILITY: SURFACE MOTION
 ME0901
 ME0901  HISTORY     - Date     Condition        Report By
 ME0901  HISTORY     - 1934     MONUMENTED       CGS
 ME0901
 ME0901                          STATION DESCRIPTION
 ME0901
 ME0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0901'2.8 MI NW FROM LA PORTE.
 ME0901'2.8 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 ME0901'RAILROAD FROM THE JUNCTION OF THE NEW YORK CENTRAL RAILROAD AT
 ME0901'LA PORTE LA PORTE COUNTY, AT BELFAST, IN THE NORTHEAST ANGLE OF
 ME0901'THE CROSSING OF THE PERE MARQUETTE RAILWAY, 45 YARDS SOUTHEAST
 ME0901'OF THE SOUTHEAST END OF THE STATION, 8 YARDS NORTHEAST OF THE
 ME0901'NORTHEAST RAIL OF THE MAIN TRACK OF THE N.Y.C. AND ST. L.R.R.
 ME0901'TRACK, 3 YARDS NORTH OF THE NORTH RAIL OF THE CONNECTING SPUR
 ME0901'TRACK, AND 1-1/2 YARDS NORTHWEST OF A POLE.  A STANDARD DISK,
 ME0901'STAMPED L 19 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0901'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1653 ***********************************************************************
 LA1653  DESIGNATION -  L 190
 LA1653  PID         -  LA1653
 LA1653  STATE/COUNTY-  IN/WABASH
 LA1653  COUNTRY     -  US
 LA1653  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1653
 LA1653                         *CURRENT SURVEY CONTROL
 LA1653  ______________________________________________________________________
 LA1653* NAD 83(1986) POSITION- 40 58 17.     (N) 085 47 09.     (W)   SCALED
 LA1653* NAVD 88 ORTHO HEIGHT -   232.703 (meters)      763.46  (feet) ADJUSTED
 LA1653  ______________________________________________________________________
 LA1653  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 LA1653  DYNAMIC HEIGHT  -        232.596 (meters)      763.11  (feet) COMP
 LA1653  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 LA1653
 LA1653  VERT ORDER      -  FIRST     CLASS II
 LA1653
 LA1653.The horizontal coordinates were scaled from a map and have
 LA1653.an estimated accuracy of +/- 6 seconds.
 LA1653
 LA1653.The orthometric height was determined by differential leveling and
 LA1653.adjusted by the NATIONAL GEODETIC SURVEY
 LA1653.in June 1991.
 LA1653
 LA1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1653.GEOID18 height accuracy estimate available here.
 LA1653
 LA1653.Click photographs - Photos may exist for this station.
 LA1653
 LA1653.The dynamic height is computed by dividing the NAVD 88
 LA1653.geopotential number by the normal gravity value computed on the
 LA1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1653.degrees latitude (g = 980.6199 gals.).
 LA1653
 LA1653.The modeled gravity was interpolated from observed gravity values.
 LA1653
 LA1653;                    North         East    Units  Estimated Accuracy
 LA1653;SPC IN E     -   635,390.       89,970.      MT  (+/- 180 meters Scaled)
 LA1653
 LA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL021362(NAD 83)
 LA1653
 LA1653                          SUPERSEDED SURVEY CONTROL
 LA1653
 LA1653  NGVD 29 (??/??/92)  232.828  (m)          763.87   (f) ADJ UNCH    1 2
 LA1653
 LA1653.Superseded values are not recommended for survey control.
 LA1653
 LA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1653.See file dsdata.pdf to determine how the superseded data were derived.
 LA1653
 LA1653_MARKER: DB = BENCH MARK DISK
 LA1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1653_STAMPING: L 190 1946
 LA1653_MARK LOGO: CGS
 LA1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1653+STABILITY: SURFACE MOTION
 LA1653
 LA1653  HISTORY     - Date     Condition        Report By
 LA1653  HISTORY     - 1946     MONUMENTED       CGS
 LA1653  HISTORY     - 1987     POOR             LOCSUR
 LA1653
 LA1653                          STATION DESCRIPTION
 LA1653
 LA1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1653'1.9 MI S FROM NORTH MANCHESTER.
 LA1653'ABOUT 1.9 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1653'THE STATION AT NORTH MANCHESTER, AT A GRAVEL ROAD CROSSING, ABOUT
 LA1653'13 RAILS SOUTH OF MILEPOST 101, 45 FEET WEST OF THE WEST RAIL
 LA1653'OF THE TRACK, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LA1653'12 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO
 LA1653'A 2-STORY BRICK HOUSE, 4 FEET SOUTHEAST OF A TELEGRAPH POLE,
 LA1653'ABOUT 3 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A
 LA1653'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA1653
 LA1653                          STATION RECOVERY (1987)
 LA1653
 LA1653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CM)
 LA1653'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1878 ***********************************************************************
 LA1878  DESIGNATION -  L 191
 LA1878  PID         -  LA1878
 LA1878  STATE/COUNTY-  IN/MIAMI
 LA1878  COUNTRY     -  US
 LA1878  USGS QUAD   -  AMBOY (2019)
 LA1878
 LA1878                         *CURRENT SURVEY CONTROL
 LA1878  ______________________________________________________________________
 LA1878* NAD 83(1986) POSITION- 40 34 45.     (N) 085 55 01.     (W)   SCALED
 LA1878* NAVD 88 ORTHO HEIGHT -   252.022 (meters)      826.84  (feet) ADJUSTED
 LA1878  ______________________________________________________________________
 LA1878  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 LA1878  DYNAMIC HEIGHT  -        251.895 (meters)      826.43  (feet) COMP
 LA1878  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 LA1878
 LA1878  VERT ORDER      -  SECOND    CLASS 0
 LA1878
 LA1878.The horizontal coordinates were scaled from a map and have
 LA1878.an estimated accuracy of +/- 6 seconds.
 LA1878
 LA1878.The orthometric height was determined by differential leveling and
 LA1878.adjusted by the NATIONAL GEODETIC SURVEY
 LA1878.in June 1991.
 LA1878
 LA1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1878.GEOID18 height accuracy estimate available here.
 LA1878
 LA1878.Click photographs - Photos may exist for this station.
 LA1878
 LA1878.The dynamic height is computed by dividing the NAVD 88
 LA1878.geopotential number by the normal gravity value computed on the
 LA1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1878.degrees latitude (g = 980.6199 gals.).
 LA1878
 LA1878.The modeled gravity was interpolated from observed gravity values.
 LA1878
 LA1878;                    North         East    Units  Estimated Accuracy
 LA1878;SPC IN E     -   591,860.       78,810.      MT  (+/- 180 meters Scaled)
 LA1878
 LA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK916926(NAD 83)
 LA1878
 LA1878                          SUPERSEDED SURVEY CONTROL
 LA1878
 LA1878  NGVD 29 (??/??/92)  252.146  (m)          827.25   (f) ADJ UNCH    2 0
 LA1878
 LA1878.Superseded values are not recommended for survey control.
 LA1878
 LA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1878.See file dsdata.pdf to determine how the superseded data were derived.
 LA1878
 LA1878_MARKER: DB = BENCH MARK DISK
 LA1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1878_SP_SET: BRIDGE
 LA1878_STAMPING: L 191 1946
 LA1878_MARK LOGO: CGS
 LA1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1878
 LA1878  HISTORY     - Date     Condition        Report By
 LA1878  HISTORY     - 1946     MONUMENTED       CGS
 LA1878  HISTORY     - 1972     GOOD             NGS
 LA1878
 LA1878                          STATION DESCRIPTION
 LA1878
 LA1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1878'2.3 MI W FROM CONVERSE.
 LA1878'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1878'LIBRARY AT CONVERSE, ABOUT 0.55 MILES EAST OF THE JUNCTION OF
 LA1878'STATE HIGHWAY 21 LEADING NORTH, SET IN THE TOP OF THE SOUTHEAST
 LA1878'WING WALL OF A 10 FOOT CONCRETE BRIDGE, 17.5 FEET SOUTH OF AND
 LA1878'ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 LA1878
 LA1878                          STATION RECOVERY (1972)
 LA1878
 LA1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LA1878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1808 ***********************************************************************
 LA1808  DESIGNATION -  L 192
 LA1808  PID         -  LA1808
 LA1808  STATE/COUNTY-  IN/MIAMI
 LA1808  COUNTRY     -  US
 LA1808  USGS QUAD   -  PEORIA (2019)
 LA1808
 LA1808                         *CURRENT SURVEY CONTROL
 LA1808  ______________________________________________________________________
 LA1808* NAD 83(1986) POSITION- 40 41 34.     (N) 085 59 15.     (W)   SCALED
 LA1808* NAVD 88 ORTHO HEIGHT -   245.164 (meters)      804.34  (feet) ADJUSTED
 LA1808  ______________________________________________________________________
 LA1808  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 LA1808  DYNAMIC HEIGHT  -        245.045 (meters)      803.95  (feet) COMP
 LA1808  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 LA1808
 LA1808  VERT ORDER      -  SECOND    CLASS 0
 LA1808
 LA1808.The horizontal coordinates were scaled from a map and have
 LA1808.an estimated accuracy of +/- 6 seconds.
 LA1808
 LA1808.The orthometric height was determined by differential leveling and
 LA1808.adjusted by the NATIONAL GEODETIC SURVEY
 LA1808.in June 1991.
 LA1808
 LA1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1808.GEOID18 height accuracy estimate available here.
 LA1808
 LA1808.Click photographs - Photos may exist for this station.
 LA1808
 LA1808.The dynamic height is computed by dividing the NAVD 88
 LA1808.geopotential number by the normal gravity value computed on the
 LA1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1808.degrees latitude (g = 980.6199 gals.).
 LA1808
 LA1808.The modeled gravity was interpolated from observed gravity values.
 LA1808
 LA1808;                    North         East    Units  Estimated Accuracy
 LA1808;SPC IN E     -   604,490.       72,880.      MT  (+/- 180 meters Scaled)
 LA1808
 LA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855051(NAD 83)
 LA1808
 LA1808                          SUPERSEDED SURVEY CONTROL
 LA1808
 LA1808  NGVD 29 (??/??/92)  245.290  (m)          804.76   (f) ADJ UNCH    2 0
 LA1808
 LA1808.Superseded values are not recommended for survey control.
 LA1808
 LA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1808.See file dsdata.pdf to determine how the superseded data were derived.
 LA1808
 LA1808_MARKER: DB = BENCH MARK DISK
 LA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1808_STAMPING: L 192 1946
 LA1808_MARK LOGO: CGS
 LA1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1808+STABILITY: SURFACE MOTION
 LA1808
 LA1808  HISTORY     - Date     Condition        Report By
 LA1808  HISTORY     - 1946     MONUMENTED       CGS
 LA1808
 LA1808                          STATION DESCRIPTION
 LA1808
 LA1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1808'1.4 MI N FROM NEW SANTA FE.
 LA1808'ABOUT 1.35 MILES NORTH ALONG A GRAVEL COUNTY ROAD FROM THE
 LA1808'CHESAPEAKE AND OHIO RAILWAY STATION AT NEW SANTA FE, AT A BLACK
 LA1808'TOP ROAD CROSSING, 26 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LA1808'ROAD, 17 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LA1808'16 FEET NORTH OF A 24 INCH ELM TREE, 6 FEET SOUTH OF A FENCE
 LA1808'CORNER POST, 0.8 FOOT WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1808'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1808'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1291 ***********************************************************************
 LA1291  DESIGNATION -  L 193
 LA1291  PID         -  LA1291
 LA1291  STATE/COUNTY-  IN/MADISON
 LA1291  COUNTRY     -  US
 LA1291  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1291
 LA1291                         *CURRENT SURVEY CONTROL
 LA1291  ______________________________________________________________________
 LA1291* NAD 83(1986) POSITION- 40 08 05.     (N) 085 40 52.     (W)   SCALED
 LA1291* NAVD 88 ORTHO HEIGHT -   269.551 (meters)      884.35  (feet) ADJUSTED
 LA1291  ______________________________________________________________________
 LA1291  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 LA1291  DYNAMIC HEIGHT  -        269.406 (meters)      883.88  (feet) COMP
 LA1291  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 LA1291
 LA1291  VERT ORDER      -  FIRST     CLASS II
 LA1291
 LA1291.The horizontal coordinates were scaled from a map and have
 LA1291.an estimated accuracy of +/- 6 seconds.
 LA1291
 LA1291.The orthometric height was determined by differential leveling and
 LA1291.adjusted by the NATIONAL GEODETIC SURVEY
 LA1291.in June 1991.
 LA1291
 LA1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1291.GEOID18 height accuracy estimate available here.
 LA1291
 LA1291.Click photographs - Photos may exist for this station.
 LA1291
 LA1291.The dynamic height is computed by dividing the NAVD 88
 LA1291.geopotential number by the normal gravity value computed on the
 LA1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1291.degrees latitude (g = 980.6199 gals.).
 LA1291
 LA1291.The modeled gravity was interpolated from observed gravity values.
 LA1291
 LA1291;                    North         East    Units  Estimated Accuracy
 LA1291;SPC IN E     -   542,480.       98,770.      MT  (+/- 180 meters Scaled)
 LA1291
 LA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK123435(NAD 83)
 LA1291
 LA1291                          SUPERSEDED SURVEY CONTROL
 LA1291
 LA1291  NGVD 29 (??/??/92)  269.690  (m)          884.81   (f) ADJ UNCH    1 2
 LA1291
 LA1291.Superseded values are not recommended for survey control.
 LA1291
 LA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1291.See file dsdata.pdf to determine how the superseded data were derived.
 LA1291
 LA1291_MARKER: DB = BENCH MARK DISK
 LA1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1291_STAMPING: L 193 1946
 LA1291_MARK LOGO: CGS
 LA1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1291+STABILITY: SURFACE MOTION
 LA1291
 LA1291  HISTORY     - Date     Condition        Report By
 LA1291  HISTORY     - 1946     MONUMENTED       CGS
 LA1291
 LA1291                          STATION DESCRIPTION
 LA1291
 LA1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1291'2.8 MI N FROM ANDERSON.
 LA1291'ABOUT 2.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1291'THE STATION AT ANDERSON, SET IN THE NORTHEAST ANGLE OF THE
 LA1291'INTERSECTION OF THE PENNSYLVANIA RAILROAD, 84 FEET NORTH OF THE
 LA1291'WEST CORNER OF A SWITCH TOWER DOW, 105 FEET SOUTH OF THE CENTER
 LA1291'LINE OF CROSS STREET, 53 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LA1291'THE PENNSYLVANIA RAILROAD, 56 FEET SOUTHEAST AND ACROSS THE
 LA1291'N.Y.C. TRACK FROM N.Y.C. POLE NO. 162/25, 22 FEET EAST OF THE
 LA1291'EAST RAIL OF THE N.Y.C. TRACK, 27 FEET WEST OF THE CENTER LINE
 LA1291'OF A CINDER DRIVE WAY LEADING TO THE TOWER, ABOUT 1 FOOT BELOW
 LA1291'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1291'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1333 ***********************************************************************
 LA1333  DESIGNATION -  L 194
 LA1333  PID         -  LA1333
 LA1333  STATE/COUNTY-  IN/HAMILTON
 LA1333  COUNTRY     -  US
 LA1333  USGS QUAD   -  FRANKTON (2019)
 LA1333
 LA1333                         *CURRENT SURVEY CONTROL
 LA1333  ______________________________________________________________________
 LA1333* NAD 83(1986) POSITION- 40 07 32.73   (N) 085 51 48.67   (W)   HD_HELD1
 LA1333* NAVD 88 ORTHO HEIGHT -   249.412 (meters)      818.28  (feet) ADJUSTED
 LA1333  ______________________________________________________________________
 LA1333  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 LA1333  DYNAMIC HEIGHT  -        249.277 (meters)      817.84  (feet) COMP
 LA1333  MODELED GRAVITY -    980,081.1   (mgal)                       NAVD 88
 LA1333
 LA1333  VERT ORDER      -  SECOND    CLASS 0
 LA1333
 LA1333.The horizontal coordinates were determined by differentially corrected
 LA1333.hand held GPS observations or other comparable positioning techniques
 LA1333.and have an estimated accuracy of +/- 3 meters.
 LA1333
 LA1333.The orthometric height was determined by differential leveling and
 LA1333.adjusted by the NATIONAL GEODETIC SURVEY
 LA1333.in June 1991.
 LA1333
 LA1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1333.GEOID18 height accuracy estimate available here.
 LA1333
 LA1333.Click photographs - Photos may exist for this station.
 LA1333
 LA1333.The dynamic height is computed by dividing the NAVD 88
 LA1333.geopotential number by the normal gravity value computed on the
 LA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1333.degrees latitude (g = 980.6199 gals.).
 LA1333
 LA1333.The modeled gravity was interpolated from observed gravity values.
 LA1333
 LA1333;                    North         East    Units  Estimated Accuracy
 LA1333;SPC IN E     -   541,499.4      83,221.4     MT  (+/- 3 meters HH1 GPS) 
 LA1333
 LA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9683242334(NAD 83)
 LA1333
 LA1333                          SUPERSEDED SURVEY CONTROL
 LA1333
 LA1333  NGVD 29 (??/??/92)  249.544  (m)          818.71   (f) ADJ UNCH    2 0
 LA1333
 LA1333.Superseded values are not recommended for survey control.
 LA1333
 LA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1333.See file dsdata.pdf to determine how the superseded data were derived.
 LA1333
 LA1333_MARKER: DB = BENCH MARK DISK
 LA1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1333_SP_SET: BRIDGE
 LA1333_STAMPING: L 194 1946
 LA1333_MARK LOGO: CGS
 LA1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1333
 LA1333  HISTORY     - Date     Condition        Report By
 LA1333  HISTORY     - 1946     MONUMENTED       CGS
 LA1333  HISTORY     - 1962     MARK NOT FOUND   USGS
 LA1333
 LA1333                          STATION DESCRIPTION
 LA1333
 LA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1333'1.2 MI S FROM PERKINSVILLE.
 LA1333'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE CONCRETE
 LA1333'BRIDGE OVER WEST FORK WHITE RIVER AT PERKINSVILLE, ABOUT 0.1 MILE
 LA1333'NORTH OF THE GODS ACRE FARM, SET IN THE TOP OF THE EAST END OF
 LA1333'THE NORTHWEST WING WALL OF A 20 FOOT CONCRETE BRIDGE OVER A
 LA1333'DITCH, 16.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 LA1333'THE HIGHWAY.
 LA1333
 LA1333                          STATION RECOVERY (1962)
 LA1333
 LA1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LA1333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0544 ***********************************************************************
 ME0544  DESIGNATION -  L 195
 ME0544  PID         -  ME0544
 ME0544  STATE/COUNTY-  IN/LA PORTE
 ME0544  COUNTRY     -  US
 ME0544  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0544
 ME0544                         *CURRENT SURVEY CONTROL
 ME0544  ______________________________________________________________________
 ME0544* NAD 83(1986) POSITION- 41 24 22.     (N) 086 44 19.     (W)   SCALED
 ME0544* NAVD 88 ORTHO HEIGHT -   207.538 (meters)      680.90  (feet) ADJUSTED
 ME0544  ______________________________________________________________________
 ME0544  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 ME0544  DYNAMIC HEIGHT  -        207.453 (meters)      680.62  (feet) COMP
 ME0544  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 ME0544
 ME0544  VERT ORDER      -  FIRST     CLASS I
 ME0544
 ME0544.The horizontal coordinates were scaled from a map and have
 ME0544.an estimated accuracy of +/- 6 seconds.
 ME0544
 ME0544.The orthometric height was determined by differential leveling and
 ME0544.adjusted by the NATIONAL GEODETIC SURVEY
 ME0544.in April 1995.
 ME0544
 ME0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0544.GEOID18 height accuracy estimate available here.
 ME0544
 ME0544.Click photographs - Photos may exist for this station.
 ME0544
 ME0544.The dynamic height is computed by dividing the NAVD 88
 ME0544.geopotential number by the normal gravity value computed on the
 ME0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0544.degrees latitude (g = 980.6199 gals.).
 ME0544
 ME0544.The modeled gravity was interpolated from observed gravity values.
 ME0544
 ME0544;                    North         East    Units  Estimated Accuracy
 ME0544;SPC IN W     -   683,720.      928,820.      MT  (+/- 180 meters Scaled)
 ME0544
 ME0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL218838(NAD 83)
 ME0544
 ME0544                          SUPERSEDED SURVEY CONTROL
 ME0544
 ME0544  NAVD 88 (06/15/91)  207.540  (m)          680.90   (f) SUPERSEDED  1 1
 ME0544  NGVD 29 (01/19/93)  207.640  (m)          681.23   (f) ADJUSTED    1 1
 ME0544  NGVD 29 (??/??/92)  207.640  (m)          681.23   (f) SUPERSEDED  1 1
 ME0544
 ME0544.Superseded values are not recommended for survey control.
 ME0544
 ME0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0544.See file dsdata.pdf to determine how the superseded data were derived.
 ME0544
 ME0544_MARKER: DD = SURVEY DISK
 ME0544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0544_SP_SET: HEADWALL
 ME0544_STAMPING: LAP L 195
 ME0544_MARK LOGO: INHD
 ME0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0544+STABILITY: SURFACE MOTION
 ME0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0544+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0544
 ME0544  HISTORY     - Date     Condition        Report By
 ME0544  HISTORY     - UNK      MONUMENTED       INHD
 ME0544  HISTORY     - 1968     GOOD             CGS
 ME0544  HISTORY     - 19920907 GOOD             NGS
 ME0544  HISTORY     - 20130131 MARK NOT FOUND   INDOT
 ME0544
 ME0544                          STATION DESCRIPTION
 ME0544
 ME0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0544'2.2 MI E FROM HANNA.
 ME0544'ABOUT 2.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0544'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 10, R 3 W, T
 ME0544'34 N, ABOUT 0.4 MILE WEST OF MILEPOST 406, ABOUT 75 YARDS NORTH
 ME0544'OF THE TRACKS, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD
 ME0544'WALL OF A 12-FOOT BOX CULVERT UNDER BOTH LANES OF U.S. HIGHWAY
 ME0544'30, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 ME0544'OF THE HIGHWAY, 0.8 FOOT EAST OF THE WEST END OF THE HEAD WALL,
 ME0544'ABOUT 0.1 MILE WEST OF THE CROSSING OF STATE HIGHWAY 39 AND 5
 ME0544'FEET BELOW THE LEVEL OF THE HIGHWAY.
 ME0544
 ME0544                          STATION RECOVERY (1992)
 ME0544
 ME0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0544'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0544'IN HANNA, THENCE 3.6 KM (2.25 MI) EASTERLY ALONG OLD HIGHWAY 30 AND
 ME0544'U.S. HIGHWAY 30, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF
 ME0544'THE NORTH CONCRETE HEADWALL OF A CULVERT, 10.7 M (35.1 FT) NORTH OF
 ME0544'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.3 M
 ME0544'(4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--PART OF THE DISK IS
 ME0544'MISSING AND ALL THAT REMAINS OF THE ORIGINAL STAMPING IS LAP.
 ME0544
 ME0544                          STATION RECOVERY (2013)
 ME0544
 ME0544'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0544'NEW STRUCTURE WAS BUILT HERE IN SUMMER OF 2012 AND BENCH MARK WAS
 ME0544'DESTROYED, BUT DISK WAS NEVER RETURNED TO SURVEY SECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1368 ***********************************************************************
 LA1368  DESIGNATION -  L 195
 LA1368  PID         -  LA1368
 LA1368  STATE/COUNTY-  IN/GRANT
 LA1368  COUNTRY     -  US
 LA1368  USGS QUAD   -  POINT ISABEL (2019)
 LA1368
 LA1368                         *CURRENT SURVEY CONTROL
 LA1368  ______________________________________________________________________
 LA1368* NAD 83(1986) POSITION- 40 25 17.     (N) 085 47 11.     (W)   SCALED
 LA1368* NAVD 88 ORTHO HEIGHT -   267.668 (meters)      878.17  (feet) ADJUSTED
 LA1368  ______________________________________________________________________
 LA1368  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 LA1368  DYNAMIC HEIGHT  -        267.529 (meters)      877.72  (feet) COMP
 LA1368  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 LA1368
 LA1368  VERT ORDER      -  SECOND    CLASS 0
 LA1368
 LA1368.The horizontal coordinates were scaled from a map and have
 LA1368.an estimated accuracy of +/- 6 seconds.
 LA1368
 LA1368.The orthometric height was determined by differential leveling and
 LA1368.adjusted by the NATIONAL GEODETIC SURVEY
 LA1368.in June 1991.
 LA1368
 LA1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1368.GEOID18 height accuracy estimate available here.
 LA1368
 LA1368.Click photographs - Photos may exist for this station.
 LA1368
 LA1368.The dynamic height is computed by dividing the NAVD 88
 LA1368.geopotential number by the normal gravity value computed on the
 LA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1368.degrees latitude (g = 980.6199 gals.).
 LA1368
 LA1368.The modeled gravity was interpolated from observed gravity values.
 LA1368
 LA1368;                    North         East    Units  Estimated Accuracy
 LA1368;SPC IN E     -   574,310.       89,840.      MT  (+/- 180 meters Scaled)
 LA1368
 LA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK029752(NAD 83)
 LA1368
 LA1368                          SUPERSEDED SURVEY CONTROL
 LA1368
 LA1368  NGVD 29 (??/??/92)  267.801  (m)          878.61   (f) ADJ UNCH    2 0
 LA1368
 LA1368.Superseded values are not recommended for survey control.
 LA1368
 LA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1368.See file dsdata.pdf to determine how the superseded data were derived.
 LA1368
 LA1368_MARKER: DB = BENCH MARK DISK
 LA1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1368_STAMPING: L 195 1946
 LA1368_MARK LOGO: CGS
 LA1368_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1368+STABILITY: SURFACE MOTION
 LA1368
 LA1368  HISTORY     - Date     Condition        Report By
 LA1368  HISTORY     - 1946     MONUMENTED       CGS
 LA1368  HISTORY     - 20100402 MARK NOT FOUND   INDIV
 LA1368
 LA1368                          STATION DESCRIPTION
 LA1368
 LA1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1368'3.1 MI N FROM RIGDON.
 LA1368'ABOUT 3.1 MILES NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 LA1368'CHURCH AT RIGDON, AT THE INTERSECTION OF STATE HIGHWAY 26,
 LA1368'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 26 FROM ITS INTERSECTION
 LA1368'WITH STATE HIGHWAY 13 AT POINT ISABEL, GRANT COUNTY, 60 FEET
 LA1368'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE
 LA1368'CENTER LINE OF THE BLACK TOP ROAD, 29 FEET SOUTHEAST OF A FENCE
 LA1368'CORNER, 29.5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST
 LA1368'OF THE FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION, AND SET
 LA1368'IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 LA1368
 LA1368                          STATION RECOVERY (2010)
 LA1368
 LA1368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFC)
 LA1368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0892 ***********************************************************************
 MD0892  DESIGNATION -  L 196
 MD0892  PID         -  MD0892
 MD0892  STATE/COUNTY-  IN/WHITLEY
 MD0892  COUNTRY     -  US
 MD0892  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0892
 MD0892                         *CURRENT SURVEY CONTROL
 MD0892  ______________________________________________________________________
 MD0892* NAD 83(1986) POSITION- 41 12 44.     (N) 085 27 46.     (W)   SCALED
 MD0892* NAVD 88 ORTHO HEIGHT -   258.561 (meters)      848.30  (feet) ADJUSTED
 MD0892  ______________________________________________________________________
 MD0892  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 MD0892  DYNAMIC HEIGHT  -        258.461 (meters)      847.97  (feet) COMP
 MD0892  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 MD0892
 MD0892  VERT ORDER      -  SECOND    CLASS 0
 MD0892
 MD0892.The horizontal coordinates were scaled from a map and have
 MD0892.an estimated accuracy of +/- 6 seconds.
 MD0892
 MD0892.The orthometric height was determined by differential leveling and
 MD0892.adjusted by the NATIONAL GEODETIC SURVEY
 MD0892.in June 1991.
 MD0892
 MD0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0892.GEOID18 height accuracy estimate available here.
 MD0892
 MD0892.Click photographs - Photos may exist for this station.
 MD0892
 MD0892.The dynamic height is computed by dividing the NAVD 88
 MD0892.geopotential number by the normal gravity value computed on the
 MD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0892.degrees latitude (g = 980.6199 gals.).
 MD0892
 MD0892.The modeled gravity was interpolated from observed gravity values.
 MD0892
 MD0892;                    North         East    Units  Estimated Accuracy
 MD0892;SPC IN E     -   662,150.      117,100.      MT  (+/- 180 meters Scaled)
 MD0892
 MD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288634(NAD 83)
 MD0892
 MD0892                          SUPERSEDED SURVEY CONTROL
 MD0892
 MD0892  NGVD 29 (??/??/92)  258.721  (m)          848.82   (f) ADJ UNCH    2 0
 MD0892
 MD0892.Superseded values are not recommended for survey control.
 MD0892
 MD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0892.See file dsdata.pdf to determine how the superseded data were derived.
 MD0892
 MD0892_MARKER: DB = BENCH MARK DISK
 MD0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0892_SP_SET: ABUTMENT
 MD0892_STAMPING: L 196 1946
 MD0892_MARK LOGO: CGS
 MD0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0892+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2003
 MD0892
 MD0892  HISTORY     - Date     Condition        Report By
 MD0892  HISTORY     - 1946     MONUMENTED       CGS
 MD0892  HISTORY     - 1962     GOOD             CGS
 MD0892  HISTORY     - 1969     GOOD             INHD
 MD0892  HISTORY     - 20030831 GOOD             GEOCAC
 MD0892
 MD0892                          STATION DESCRIPTION
 MD0892
 MD0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0892'4.5 MI N FROM COLUMBIA CITY.
 MD0892'ABOUT 4.6 MILES N ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0892'IN COLUMBIA CITY, SET IN A DRILL HOLE IN THE TOP OF W END OF S
 MD0892'ABUTMENT OF AN 18-FOOT CONCRETE BRIDGE, 23 FEET W OF CENTER LINE
 MD0892'OF HWY., 1.0 FEET LOWER THAN SAME, AND 0.6 FOOT W OF THE CONCRETE
 MD0892'BRIDGE BANISTER.  NOTE-- STEEL WITNESS POST INSTALLED.
 MD0892
 MD0892                          STATION RECOVERY (1969)
 MD0892
 MD0892'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0892'RECOVERED IN GOOD CONDITION.
 MD0892
 MD0892                          STATION RECOVERY (2003)
 MD0892
 MD0892'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0541 ***********************************************************************
 ME0541  DESIGNATION -  L 196
 ME0541  PID         -  ME0541
 ME0541  STATE/COUNTY-  IN/LA PORTE
 ME0541  COUNTRY     -  US
 ME0541  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0541
 ME0541                         *CURRENT SURVEY CONTROL
 ME0541  ______________________________________________________________________
 ME0541* NAD 83(1986) POSITION- 41 24 11.     (N) 086 43 04.     (W)   SCALED
 ME0541* NAVD 88 ORTHO HEIGHT -   206.590 (meters)      677.79  (feet) ADJUSTED
 ME0541  ______________________________________________________________________
 ME0541  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 ME0541  DYNAMIC HEIGHT  -        206.507 (meters)      677.52  (feet) COMP
 ME0541  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 ME0541
 ME0541  VERT ORDER      -  FIRST     CLASS I
 ME0541
 ME0541.The horizontal coordinates were scaled from a map and have
 ME0541.an estimated accuracy of +/- 6 seconds.
 ME0541
 ME0541.The orthometric height was determined by differential leveling and
 ME0541.adjusted by the NATIONAL GEODETIC SURVEY
 ME0541.in April 1995.
 ME0541
 ME0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0541.GEOID18 height accuracy estimate available here.
 ME0541
 ME0541.Click photographs - Photos may exist for this station.
 ME0541
 ME0541.The dynamic height is computed by dividing the NAVD 88
 ME0541.geopotential number by the normal gravity value computed on the
 ME0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0541.degrees latitude (g = 980.6199 gals.).
 ME0541
 ME0541.The modeled gravity was interpolated from observed gravity values.
 ME0541
 ME0541;                    North         East    Units  Estimated Accuracy
 ME0541;SPC IN W     -   683,380.      930,570.      MT  (+/- 180 meters Scaled)
 ME0541
 ME0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL235835(NAD 83)
 ME0541
 ME0541                          SUPERSEDED SURVEY CONTROL
 ME0541
 ME0541  NAVD 88 (06/15/91)  206.602  (m)          677.83   (f) SUPERSEDED  1 1
 ME0541  NGVD 29 (01/19/93)  206.693  (m)          678.13   (f) ADJUSTED    1 1
 ME0541  NGVD 29 (??/??/92)  206.702  (m)          678.15   (f) SUPERSEDED  1 1
 ME0541
 ME0541.Superseded values are not recommended for survey control.
 ME0541
 ME0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0541.See file dsdata.pdf to determine how the superseded data were derived.
 ME0541
 ME0541_MARKER: DD = SURVEY DISK
 ME0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0541_SP_SET: HEADWALL
 ME0541_STAMPING: LAP L 196
 ME0541_MARK LOGO: INHD
 ME0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0541+STABILITY: SURFACE MOTION
 ME0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0541+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 ME0541
 ME0541  HISTORY     - Date     Condition        Report By
 ME0541  HISTORY     - UNK      MONUMENTED       INHD
 ME0541  HISTORY     - 1968     GOOD             CGS
 ME0541  HISTORY     - 19920907 GOOD             NGS
 ME0541  HISTORY     - 20130131 GOOD             INDOT
 ME0541
 ME0541                          STATION DESCRIPTION
 ME0541
 ME0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0541'3.3 MI E FROM HANNA.
 ME0541'ABOUT 3.3 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0541'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 13, R 3 W, T
 ME0541'34 N, ABOUT 0.3 MILE WEST OF MILEPOST 405, ABOUT 100 YARDS NORTH
 ME0541'OF THE TRACKS, SET ON THE TOP OF THE WEST END OF THE NORTH HEAD
 ME0541'WALL FOR A 12-FOOT BOX CULVERT UNDER BOTH LANES OF U.S. HIGHWAY
 ME0541'30, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 ME0541'THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL AND
 ME0541'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 ME0541
 ME0541                          STATION RECOVERY (1992)
 ME0541
 ME0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0541'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0541'IN HANNA, THENCE 5.4 KM (3.35 MI) EASTERLY ALONG OLD HIGHWAY 30 AND
 ME0541'U.S. HIGWAY 30, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF
 ME0541'THE NORTH CONCRETE HEADWALL OF A CULVERT, 10.9 M (35.8 FT) NORTH OF
 ME0541'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.6 M
 ME0541'(5.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
 ME0541
 ME0541                          STATION RECOVERY (2013)
 ME0541
 ME0541'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0540 ***********************************************************************
 ME0540  DESIGNATION -  L 197
 ME0540  PID         -  ME0540
 ME0540  STATE/COUNTY-  IN/LA PORTE
 ME0540  COUNTRY     -  US
 ME0540  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0540
 ME0540                         *CURRENT SURVEY CONTROL
 ME0540  ______________________________________________________________________
 ME0540* NAD 83(1986) POSITION- 41 24 02.     (N) 086 42 06.     (W)   SCALED
 ME0540* NAVD 88 ORTHO HEIGHT -   208.235 (meters)      683.18  (feet) ADJUSTED
 ME0540  ______________________________________________________________________
 ME0540  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 ME0540  DYNAMIC HEIGHT  -        208.151 (meters)      682.91  (feet) COMP
 ME0540  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 ME0540
 ME0540  VERT ORDER      -  FIRST     CLASS I
 ME0540
 ME0540.The horizontal coordinates were scaled from a map and have
 ME0540.an estimated accuracy of +/- 6 seconds.
 ME0540
 ME0540.The orthometric height was determined by differential leveling and
 ME0540.adjusted by the NATIONAL GEODETIC SURVEY
 ME0540.in June 1991.
 ME0540
 ME0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0540.GEOID18 height accuracy estimate available here.
 ME0540
 ME0540.Click photographs - Photos may exist for this station.
 ME0540
 ME0540.The dynamic height is computed by dividing the NAVD 88
 ME0540.geopotential number by the normal gravity value computed on the
 ME0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0540.degrees latitude (g = 980.6199 gals.).
 ME0540
 ME0540.The modeled gravity was interpolated from observed gravity values.
 ME0540
 ME0540;                    North         East    Units  Estimated Accuracy
 ME0540;SPC IN W     -   683,110.      931,920.      MT  (+/- 180 meters Scaled)
 ME0540
 ME0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL249832(NAD 83)
 ME0540
 ME0540                          SUPERSEDED SURVEY CONTROL
 ME0540
 ME0540  NGVD 29 (??/??/92)  208.336  (m)          683.52   (f) ADJ UNCH    1 1
 ME0540
 ME0540.Superseded values are not recommended for survey control.
 ME0540
 ME0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0540.See file dsdata.pdf to determine how the superseded data were derived.
 ME0540
 ME0540_MARKER: DD = SURVEY DISK
 ME0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0540_SP_SET: BRIDGE RAIL
 ME0540_STAMPING: LAP L 19 7
 ME0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0540
 ME0540  HISTORY     - Date     Condition        Report By
 ME0540  HISTORY     - UNK      MONUMENTED       INHD
 ME0540  HISTORY     - 1968     GOOD             CGS
 ME0540  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0540
 ME0540                          STATION DESCRIPTION
 ME0540
 ME0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0540'4.2 MI E FROM HANNA.
 ME0540'ABOUT 4.15 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0540'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 13, R 3 W, T
 ME0540'34 N, ABOUT 0.45 MILE WEST OF MILEPOST 404, ABOUT 75 YARDS NORTH
 ME0540'OF THE TRACK, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 ME0540'GUARD RAIL BASE FOR A 185-FOOT CONCRETE BRIDGE OVER THE KANKAKEE
 ME0540'RIVER, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 ME0540'OF U.S. HWY 30, 0.8 FOOT EAST OF THE WEST END OF THE GUARD RAIL
 ME0540'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ME0540
 ME0540                          STATION RECOVERY (1992)
 ME0540
 ME0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0540'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0954 ***********************************************************************
 MD0954  DESIGNATION -  L 197
 MD0954  PID         -  MD0954
 MD0954  STATE/COUNTY-  IN/NOBLE
 MD0954  COUNTRY     -  US
 MD0954  USGS QUAD   -  GARRETT (2019)
 MD0954
 MD0954                         *CURRENT SURVEY CONTROL
 MD0954  ______________________________________________________________________
 MD0954* NAD 83(1986) POSITION- 41 16 24.     (N) 085 13 50.     (W)   SCALED
 MD0954* NAVD 88 ORTHO HEIGHT -   267.365 (meters)      877.18  (feet) ADJUSTED
 MD0954  ______________________________________________________________________
 MD0954  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 MD0954  DYNAMIC HEIGHT  -        267.261 (meters)      876.84  (feet) COMP
 MD0954  MODELED GRAVITY -    980,227.8   (mgal)                       NAVD 88
 MD0954
 MD0954  VERT ORDER      -  SECOND    CLASS 0
 MD0954
 MD0954.The horizontal coordinates were scaled from a map and have
 MD0954.an estimated accuracy of +/- 6 seconds.
 MD0954
 MD0954.The orthometric height was determined by differential leveling and
 MD0954.adjusted by the NATIONAL GEODETIC SURVEY
 MD0954.in June 1991.
 MD0954
 MD0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0954.GEOID18 height accuracy estimate available here.
 MD0954
 MD0954.Click photographs - Photos may exist for this station.
 MD0954
 MD0954.The dynamic height is computed by dividing the NAVD 88
 MD0954.geopotential number by the normal gravity value computed on the
 MD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0954.degrees latitude (g = 980.6199 gals.).
 MD0954
 MD0954.The modeled gravity was interpolated from observed gravity values.
 MD0954
 MD0954;                    North         East    Units  Estimated Accuracy
 MD0954;SPC IN E     -   669,000.      136,540.      MT  (+/- 180 meters Scaled)
 MD0954
 MD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL481706(NAD 83)
 MD0954
 MD0954                          SUPERSEDED SURVEY CONTROL
 MD0954
 MD0954  NGVD 29 (??/??/92)  267.516  (m)          877.68   (f) ADJ UNCH    2 0
 MD0954
 MD0954.Superseded values are not recommended for survey control.
 MD0954
 MD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0954.See file dsdata.pdf to determine how the superseded data were derived.
 MD0954
 MD0954_MARKER: DB = BENCH MARK DISK
 MD0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0954_STAMPING: L 197 1946
 MD0954_MARK LOGO: CGS
 MD0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0954+STABILITY: SURFACE MOTION
 MD0954
 MD0954  HISTORY     - Date     Condition        Report By
 MD0954  HISTORY     - 1946     MONUMENTED       CGS
 MD0954  HISTORY     - 1962     GOOD             CGS
 MD0954  HISTORY     - 1968     GOOD             CGS
 MD0954
 MD0954                          STATION DESCRIPTION
 MD0954
 MD0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0954'1.3 MI NE FROM ARI.
 MD0954'ABOUT 1.3 MILES NE ALONG VANDALIA RAILROAD AND NO. 205 INDIANA
 MD0954'HIGHWAY FROM THEIR CROSSING WITH THE NOBLE-ALLEN COUNTY LINE ROAD
 MD0954'AT AIR, AT THE CROSSING OF A N-S GRAVEL ROAD, 47 FEET SE OF SE
 MD0954'RAIL, ABOUT 5 FEET HIGHER THAN TOP OF SAME, 30 FEET W OF CENTER
 MD0954'LINE OF ROAD, 2.7 FEET HIGHER THAN SAME, 14 FEET SW OF FENCE
 MD0954'CORNER, ONE FOOT NW OF FENCE, 1.4 FEET NE OF STEEL WITNESS POST,
 MD0954'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0954
 MD0954                          STATION RECOVERY (1968)
 MD0954
 MD0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0533 ***********************************************************************
 ME0533  DESIGNATION -  L 198
 ME0533  PID         -  ME0533
 ME0533  STATE/COUNTY-  IN/STARKE
 ME0533  COUNTRY     -  US
 ME0533  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0533
 ME0533                         *CURRENT SURVEY CONTROL
 ME0533  ______________________________________________________________________
 ME0533* NAD 83(1986) POSITION- 41 23 43.     (N) 086 40 02.     (W)   SCALED
 ME0533* NAVD 88 ORTHO HEIGHT -   208.648 (meters)      684.54  (feet) ADJUSTED
 ME0533  ______________________________________________________________________
 ME0533  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 ME0533  DYNAMIC HEIGHT  -        208.564 (meters)      684.26  (feet) COMP
 ME0533  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 ME0533
 ME0533  VERT ORDER      -  FIRST     CLASS I
 ME0533
 ME0533.The horizontal coordinates were scaled from a map and have
 ME0533.an estimated accuracy of +/- 6 seconds.
 ME0533
 ME0533.The orthometric height was determined by differential leveling and
 ME0533.adjusted by the NATIONAL GEODETIC SURVEY
 ME0533.in June 1991.
 ME0533
 ME0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0533.GEOID18 height accuracy estimate available here.
 ME0533
 ME0533.Click photographs - Photos may exist for this station.
 ME0533
 ME0533.The dynamic height is computed by dividing the NAVD 88
 ME0533.geopotential number by the normal gravity value computed on the
 ME0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0533.degrees latitude (g = 980.6199 gals.).
 ME0533
 ME0533.The modeled gravity was interpolated from observed gravity values.
 ME0533
 ME0533;                    North         East    Units  Estimated Accuracy
 ME0533;SPC IN W     -   682,540.      934,800.      MT  (+/- 180 meters Scaled)
 ME0533
 ME0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL278826(NAD 83)
 ME0533
 ME0533                          SUPERSEDED SURVEY CONTROL
 ME0533
 ME0533  NGVD 29 (??/??/92)  208.748  (m)          684.87   (f) ADJ UNCH    1 1
 ME0533
 ME0533.Superseded values are not recommended for survey control.
 ME0533
 ME0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0533.See file dsdata.pdf to determine how the superseded data were derived.
 ME0533
 ME0533_MARKER: DD = SURVEY DISK
 ME0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0533_SP_SET: BRIDGE RAIL
 ME0533_STAMPING: STR L 198
 ME0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0533
 ME0533  HISTORY     - Date     Condition        Report By
 ME0533  HISTORY     - UNK      MONUMENTED       INHD
 ME0533  HISTORY     - 1968     GOOD             CGS
 ME0533  HISTORY     - 1988     GOOD             USPSQD
 ME0533  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0533
 ME0533                          STATION DESCRIPTION
 ME0533
 ME0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0533'4.5 MI W FROM HAMLET.
 ME0533'ABOUT 4.5 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0533'CROSSING OF STARKE STREET AT HAMLET, ABOUT 6.0 MILES EAST OF THE
 ME0533'CROSSING OF THOMPSON STREET AT HANNA, IN SECTION 17, R 2 W,
 ME0533'T 34 N, ABOUT 75 YARDS NORTH OF THE TRACK, SET ON THE TOP OF THE
 ME0533'WEST END OF THE SOUTH CONCRETE GUARD RAIL TO THE 80-FOOT BRIDGE
 ME0533'OVER SHEARIN DITCH AND UNDER THE WESTBOUND LANE OF U.S. HIGHWAY
 ME0533'30, 21 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 ME0533'THE HIGHWAY, 3 FEET EAST OF THE WEST END OF THE GUARD RAIL, ABOUT
 ME0533'LEVEL WITH THE TRACK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 ME0533'HIGHWAY.
 ME0533
 ME0533                          STATION RECOVERY (1988)
 ME0533
 ME0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0533'RECOVERED IN GOOD CONDITION.
 ME0533
 ME0533                          STATION RECOVERY (1992)
 ME0533
 ME0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0533'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0542 ***********************************************************************
 MD0542  DESIGNATION -  L 198
 MD0542  PID         -  MD0542
 MD0542  STATE/COUNTY-  IN/DE KALB
 MD0542  COUNTRY     -  US
 MD0542  USGS QUAD   -  SAINT JOE (2019)
 MD0542
 MD0542                         *CURRENT SURVEY CONTROL
 MD0542  ______________________________________________________________________
 MD0542* NAD 83(1986) POSITION- 41 19 58.     (N) 084 57 52.     (W)   SCALED
 MD0542* NAVD 88 ORTHO HEIGHT -   258.487 (meters)      848.05  (feet) ADJUSTED
 MD0542  ______________________________________________________________________
 MD0542  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 MD0542  DYNAMIC HEIGHT  -        258.383 (meters)      847.71  (feet) COMP
 MD0542  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 MD0542
 MD0542  VERT ORDER      -  SECOND    CLASS 0
 MD0542
 MD0542.The horizontal coordinates were scaled from a map and have
 MD0542.an estimated accuracy of +/- 6 seconds.
 MD0542
 MD0542.The orthometric height was determined by differential leveling and
 MD0542.adjusted by the NATIONAL GEODETIC SURVEY
 MD0542.in June 1991.
 MD0542
 MD0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0542.GEOID18 height accuracy estimate available here.
 MD0542
 MD0542.Click photographs - Photos may exist for this station.
 MD0542
 MD0542.The dynamic height is computed by dividing the NAVD 88
 MD0542.geopotential number by the normal gravity value computed on the
 MD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0542.degrees latitude (g = 980.6199 gals.).
 MD0542
 MD0542.The modeled gravity was interpolated from observed gravity values.
 MD0542
 MD0542;                    North         East    Units  Estimated Accuracy
 MD0542;SPC IN E     -   675,750.      158,780.      MT  (+/- 180 meters Scaled)
 MD0542
 MD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL703776(NAD 83)
 MD0542
 MD0542                          SUPERSEDED SURVEY CONTROL
 MD0542
 MD0542  NGVD 29 (??/??/92)  258.632  (m)          848.53   (f) ADJ UNCH    2 0
 MD0542
 MD0542.Superseded values are not recommended for survey control.
 MD0542
 MD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0542.See file dsdata.pdf to determine how the superseded data were derived.
 MD0542
 MD0542_MARKER: DB = BENCH MARK DISK
 MD0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0542_STAMPING: L 198 1946
 MD0542_MARK LOGO: CGS
 MD0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0542+STABILITY: SURFACE MOTION
 MD0542
 MD0542  HISTORY     - Date     Condition        Report By
 MD0542  HISTORY     - 1946     MONUMENTED       CGS
 MD0542  HISTORY     - 1968     GOOD             INHD
 MD0542
 MD0542                          STATION DESCRIPTION
 MD0542
 MD0542'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0542'1.4 MI WNW FROM CONCORD.
 MD0542'ABOUT 0.45 MILES N. ALONG NO. 51 COUNTY ROAD FROM THE RAILROAD
 MD0542'CROSSING AT CONCORD, THENCE 1.0 MILES W. ALONG ASPHALT NO. 46-A
 MD0542'COUNTY ROAD TO TURN IN THE ROAD AND THE MARK ON THE LEFT, ABOUT
 MD0542'50 FT. SW. OF CENTER OF THE CURVE, ABOUT LEVEL WITH SAME,
 MD0542'3 FT. E. OF PROJECTED CENTERLINE OF THE TANGENT FROM THE N., ON
 MD0542'THE PROJECTED CENTERLINE OF THE TANGENT FROM THE E. 1.7 FT. S.
 MD0542'OF STEEL WITNESS POST, AND PROJECTING 0.3 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0785 ***********************************************************************
 MD0785  DESIGNATION -  L 199
 MD0785  PID         -  MD0785
 MD0785  STATE/COUNTY-  IN/ALLEN
 MD0785  COUNTRY     -  US
 MD0785  USGS QUAD   -  CEDARVILLE (2019)
 MD0785
 MD0785                         *CURRENT SURVEY CONTROL
 MD0785  ______________________________________________________________________
 MD0785* NAD 83(1986) POSITION- 41 13 56.     (N) 085 00 10.     (W)   SCALED
 MD0785* NAVD 88 ORTHO HEIGHT -   242.304 (meters)      794.96  (feet) ADJUSTED
 MD0785  ______________________________________________________________________
 MD0785  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 MD0785  DYNAMIC HEIGHT  -        242.206 (meters)      794.64  (feet) COMP
 MD0785  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 MD0785
 MD0785  VERT ORDER      -  SECOND    CLASS 0
 MD0785
 MD0785.The horizontal coordinates were scaled from a map and have
 MD0785.an estimated accuracy of +/- 6 seconds.
 MD0785
 MD0785.The orthometric height was determined by differential leveling and
 MD0785.adjusted by the NATIONAL GEODETIC SURVEY
 MD0785.in June 1991.
 MD0785
 MD0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0785.GEOID18 height accuracy estimate available here.
 MD0785
 MD0785.Click photographs - Photos may exist for this station.
 MD0785
 MD0785.The dynamic height is computed by dividing the NAVD 88
 MD0785.geopotential number by the normal gravity value computed on the
 MD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0785.degrees latitude (g = 980.6199 gals.).
 MD0785
 MD0785.The modeled gravity was interpolated from observed gravity values.
 MD0785
 MD0785;                    North         East    Units  Estimated Accuracy
 MD0785;SPC IN E     -   664,560.      155,660.      MT  (+/- 180 meters Scaled)
 MD0785
 MD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL673664(NAD 83)
 MD0785
 MD0785                          SUPERSEDED SURVEY CONTROL
 MD0785
 MD0785  NGVD 29 (??/??/92)  242.452  (m)          795.44   (f) ADJ UNCH    2 0
 MD0785
 MD0785.Superseded values are not recommended for survey control.
 MD0785
 MD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0785.See file dsdata.pdf to determine how the superseded data were derived.
 MD0785
 MD0785_MARKER: DB = BENCH MARK DISK
 MD0785_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0785_SP_SET: BOX CULVERT HEADWALL
 MD0785_STAMPING: L 199 1946
 MD0785_MARK LOGO: CGS
 MD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0785+STABILITY: SURFACE MOTION
 MD0785
 MD0785  HISTORY     - Date     Condition        Report By
 MD0785  HISTORY     - 1946     MONUMENTED       CGS
 MD0785  HISTORY     - 1961     GOOD             CGS
 MD0785
 MD0785                          STATION DESCRIPTION
 MD0785
 MD0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0785'0.8 MI NE FROM LEO.
 MD0785'ABOUT 0.8 MILE NE ALONG NO. 1 INDIANA HIGHWAY FROM ITS INTERSECTION
 MD0785'WITH HOSLER ROAD AT THE WESTERLY END OF THE RIVER BRIDGE IN LEO,
 MD0785'ABOUT 0.1 MILE NE OF INTERSECTION OF HWY. AND LOCHNER ROAD,
 MD0785'24.7 FEET NW OF CENTER LINE OF 20-FOOT CONCRETE HWY. PAVEMENT,
 MD0785'IN THE TOP OF NE END OF 24-FOOT NW HEADWALL OF SKEWED 5-FOOT
 MD0785'BOX CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT A FOOT LOWER
 MD0785'THAN THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0116 ***********************************************************************
 ME0116  DESIGNATION -  L 20
 ME0116  PID         -  ME0116
 ME0116  STATE/COUNTY-  IN/ST JOSEPH
 ME0116  COUNTRY     -  US
 ME0116  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME0116
 ME0116                         *CURRENT SURVEY CONTROL
 ME0116  ______________________________________________________________________
 ME0116* NAD 83(1986) POSITION- 41 39 37.     (N) 086 08 18.     (W)   SCALED
 ME0116* NAVD 88 ORTHO HEIGHT -   221.227 (meters)      725.81  (feet) ADJUSTED
 ME0116  ______________________________________________________________________
 ME0116  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 ME0116  DYNAMIC HEIGHT  -        221.140 (meters)      725.52  (feet) COMP
 ME0116  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 ME0116
 ME0116  VERT ORDER      -  SECOND    CLASS 0
 ME0116
 ME0116.The horizontal coordinates were scaled from a map and have
 ME0116.an estimated accuracy of +/- 6 seconds.
 ME0116
 ME0116.The orthometric height was determined by differential leveling and
 ME0116.adjusted by the NATIONAL GEODETIC SURVEY
 ME0116.in June 1991.
 ME0116
 ME0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0116.GEOID18 height accuracy estimate available here.
 ME0116
 ME0116.Click photographs - Photos may exist for this station.
 ME0116
 ME0116.The dynamic height is computed by dividing the NAVD 88
 ME0116.geopotential number by the normal gravity value computed on the
 ME0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0116.degrees latitude (g = 980.6199 gals.).
 ME0116
 ME0116.The modeled gravity was interpolated from observed gravity values.
 ME0116
 ME0116;                    North         East    Units  Estimated Accuracy
 ME0116;SPC IN E     -   711,990.       60,720.      MT  (+/- 180 meters Scaled)
 ME0116
 ME0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM717124(NAD 83)
 ME0116
 ME0116                          SUPERSEDED SURVEY CONTROL
 ME0116
 ME0116  NGVD 29 (??/??/92)  221.348  (m)          726.21   (f) ADJ UNCH    2 0
 ME0116
 ME0116.Superseded values are not recommended for survey control.
 ME0116
 ME0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0116.See file dsdata.pdf to determine how the superseded data were derived.
 ME0116
 ME0116_MARKER: DB = BENCH MARK DISK
 ME0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0116_STAMPING: 726.199 L 20 1934
 ME0116_MARK LOGO: CGS
 ME0116_PROJECTION: PROJECTING
 ME0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0116+STABILITY: SURFACE MOTION
 ME0116
 ME0116  HISTORY     - Date     Condition        Report By
 ME0116  HISTORY     - 1934     MONUMENTED       CGS
 ME0116  HISTORY     - 1946     GOOD             CGS
 ME0116  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0116
 ME0116                          STATION DESCRIPTION
 ME0116
 ME0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0116'2.3 MI E FROM MISHAWAKA.
 ME0116'ABOUT 2.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0116'THE STATION AT MISHAWAKA, IN THE NORTHEAST ANGLE OF THE CROSSING
 ME0116'OF CAPITAL AVENUE, 49 FEET EAST OF THE CENTER LINE OF THE
 ME0116'AVENUE, 27.5 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 ME0116'TRACK, 32 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD PARALLELING
 ME0116'THE TRACK, 7.5 FEET SOUTH OF A TELEGRAPH POLE, ABOUT 2-1/2 FEET
 ME0116'LOWER THAN THE TRACK, AND IN THE TOP OF A CONCRETE POST
 ME0116'PROJECTING ABOUT 3 INCHES.
 ME0116
 ME0116                          STATION RECOVERY (2001)
 ME0116
 ME0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0254 ***********************************************************************
 MD0254  DESIGNATION -  L 200
 MD0254  PID         -  MD0254
 MD0254  STATE/COUNTY-  IN/ALLEN
 MD0254  COUNTRY     -  US
 MD0254  USGS QUAD   -  MAPLES (2019)
 MD0254
 MD0254                         *CURRENT SURVEY CONTROL
 MD0254  ______________________________________________________________________
 MD0254* NAD 83(1986) POSITION- 41 04 27.5    (N) 084 53 06.1    (W)   HD_HELD2
 MD0254* NAVD 88 ORTHO HEIGHT -   232.644 (meters)      763.27  (feet) ADJUSTED
 MD0254  ______________________________________________________________________
 MD0254  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 MD0254  DYNAMIC HEIGHT  -        232.549 (meters)      762.95  (feet) COMP
 MD0254  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 MD0254
 MD0254  VERT ORDER      -  FIRST     CLASS II
 MD0254
 MD0254.The horizontal coordinates were established by autonomous hand held GPS
 MD0254.observations and have an estimated accuracy of +/- 10 meters.
 MD0254
 MD0254.The orthometric height was determined by differential leveling and
 MD0254.adjusted by the NATIONAL GEODETIC SURVEY
 MD0254.in April 1995.
 MD0254
 MD0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0254.GEOID18 height accuracy estimate available here.
 MD0254
 MD0254.Click photographs - Photos may exist for this station.
 MD0254
 MD0254.The dynamic height is computed by dividing the NAVD 88
 MD0254.geopotential number by the normal gravity value computed on the
 MD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0254.degrees latitude (g = 980.6199 gals.).
 MD0254
 MD0254.The modeled gravity was interpolated from observed gravity values.
 MD0254
 MD0254;                    North         East    Units  Estimated Accuracy
 MD0254;SPC IN E     -   647,104.      165,688.      MT  (+/- 10 meters HH2 GPS)
 MD0254
 MD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7767849160(NAD 83)
 MD0254
 MD0254                          SUPERSEDED SURVEY CONTROL
 MD0254
 MD0254  NAVD 88 (06/15/91)  232.634  (m)          763.23   (f) SUPERSEDED  1 2
 MD0254  NGVD 29 (01/19/93)  232.797  (m)          763.77   (f) ADJUSTED    1 2
 MD0254  NGVD 29 (??/??/92)  232.792  (m)          763.75   (f) SUPERSEDED  1 2
 MD0254
 MD0254.Superseded values are not recommended for survey control.
 MD0254
 MD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0254.See file dsdata.pdf to determine how the superseded data were derived.
 MD0254
 MD0254_MARKER: DB = BENCH MARK DISK
 MD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0254_STAMPING: L 200 1946
 MD0254_MARK LOGO: CGS
 MD0254_PROJECTION: FLUSH
 MD0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0254+STABILITY: SURFACE MOTION
 MD0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0254+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0254
 MD0254  HISTORY     - Date     Condition        Report By
 MD0254  HISTORY     - 1946     MONUMENTED       CGS
 MD0254  HISTORY     - 1968     GOOD             CGS
 MD0254  HISTORY     - 19921019 GOOD             NGS
 MD0254
 MD0254                          STATION DESCRIPTION
 MD0254
 MD0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0254'4.4 MI W FROM EDGERTON.
 MD0254'ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0254'OF STATE LINE ROAD AT EDGERTON, ABOUT 1.0 MILE WEST OF THE
 MD0254'INTERSECTION OF STATE HIGHWAY 101, NEAR THE CROSSING OF SAMPSON
 MD0254'ROAD AND THE NORFOLK AND WESTERN RAILWAY, 367 FEET NORTH OF THE
 MD0254'CENTER LINE OF THE HIGHWAY, 66 FEET SOUTH OF THE SOUTH RAIL OF
 MD0254'THE SOUTH TRACK, 21 FEET EAST OF THE CENTER LINE OF SAMPSON
 MD0254'ROAD, ABOUT 80 YARDS EAST ALONG THE RAILWAY FROM MILEPOST CHI
 MD0254'165 - BUF 358, 2 FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW
 MD0254'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MD0254'WITH THE GROUND.
 MD0254
 MD0254                          STATION RECOVERY (1992)
 MD0254
 MD0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0254'11.1 KM (6.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0254'OF U.S. HIGHWAY 24 IN NEW HAVEN, THENCE 0.1 KM (0.05 MI) NORTH ALONG
 MD0254'SAMPSON ROAD, 19.8 M (65.0 FT) SOUTH OF THE NEAR RAIL OF THE NORFOLK
 MD0254'SOUTHERN RAILROAD, 8.9 M (29.2 FT) NORTH-NORTHWEST OF A 48-INCH OAK
 MD0254'TREE, 6.3 M (20.7 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0 FT) BELOW
 MD0254'THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 MD0254'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0341 ***********************************************************************
 MD0341  DESIGNATION -  L 201
 MD0341  PID         -  MD0341
 MD0341  STATE/COUNTY-  IN/DE KALB
 MD0341  COUNTRY     -  US
 MD0341  USGS QUAD   -  BUTLER EAST (2019)
 MD0341
 MD0341                         *CURRENT SURVEY CONTROL
 MD0341  ______________________________________________________________________
 MD0341* NAD 83(1986) POSITION- 41 26 13.     (N) 084 48 46.     (W)   SCALED
 MD0341* NAVD 88 ORTHO HEIGHT -   255.928 (meters)      839.66  (feet) ADJUSTED
 MD0341  ______________________________________________________________________
 MD0341  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 MD0341  DYNAMIC HEIGHT  -        255.828 (meters)      839.33  (feet) COMP
 MD0341  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 MD0341
 MD0341  VERT ORDER      -  SECOND    CLASS 0
 MD0341
 MD0341.The horizontal coordinates were scaled from a map and have
 MD0341.an estimated accuracy of +/- 6 seconds.
 MD0341
 MD0341.The orthometric height was determined by differential leveling and
 MD0341.adjusted by the NATIONAL GEODETIC SURVEY
 MD0341.in June 1991.
 MD0341
 MD0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0341.GEOID18 height accuracy estimate available here.
 MD0341
 MD0341.Click photographs - Photos may exist for this station.
 MD0341
 MD0341.The dynamic height is computed by dividing the NAVD 88
 MD0341.geopotential number by the normal gravity value computed on the
 MD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0341.degrees latitude (g = 980.6199 gals.).
 MD0341
 MD0341.The modeled gravity was interpolated from observed gravity values.
 MD0341
 MD0341;                    North         East    Units  Estimated Accuracy
 MD0341;SPC IN E     -   687,440.      171,360.      MT  (+/- 180 meters Scaled)
 MD0341
 MD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL827895(NAD 83)
 MD0341
 MD0341                          SUPERSEDED SURVEY CONTROL
 MD0341
 MD0341  NGVD 29 (??/??/92)  256.072  (m)          840.13   (f) ADJ UNCH    2 0
 MD0341
 MD0341.Superseded values are not recommended for survey control.
 MD0341
 MD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0341.See file dsdata.pdf to determine how the superseded data were derived.
 MD0341
 MD0341_MARKER: DB = BENCH MARK DISK
 MD0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0341_SP_SET: BRIDGE
 MD0341_STAMPING: L 201 1946
 MD0341_MARK LOGO: CGS
 MD0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0341+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2009
 MD0341
 MD0341  HISTORY     - Date     Condition        Report By
 MD0341  HISTORY     - 1946     MONUMENTED       CGS
 MD0341  HISTORY     - 1962     GOOD             CGS
 MD0341  HISTORY     - 20090523 GOOD             JCLS
 MD0341
 MD0341                          STATION DESCRIPTION
 MD0341
 MD0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0341'3.4 MI E FROM BUTLER.
 MD0341'ABOUT 3.3 MILES E ALONG NO. 6 U.S. HIGHWAY FROM THE INTERSECTION
 MD0341'OF THE SAID AND NO. 1 INDIANA HWY. IN BUTLER, 0.5 MILE W OF
 MD0341'INDIANA-OHIO STATE LINE, ABOUT 100 YARDS E OF NO. 79 COUNTY HWY.,
 MD0341'ABOUT 25 YARDS S OF CENTER LINE OF NO. 6 HWY., ABOUT LEVEL WITH
 MD0341'SAME, 22 FEET N OF N RAIL OF NEW YORK CENTRAL RAILROAD DOUBLE
 MD0341'TRACKS, 12 FEET LOWER THAN TOP OF SAME, IN TOP SURFACE OF BOTTOM
 MD0341'LEVEL OF STAIR-STEPPED LARGE-STONE MASONRY NE WINGWALL OF STONE
 MD0341'ARCH RAILROAD BRIDGE, ABOUT 5 FEET ABOVE GROUND, ABOUT 10 FT.
 MD0341'ABOVE THE BOTTOM OF THE STREAM, ONE FOOT SE OF NW FACE OF THE
 MD0341'WALL, AND ONE FOOT SW OF NE END OF SAME.
 MD0341
 MD0341                          STATION RECOVERY (2009)
 MD0341
 MD0341'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1756 ***********************************************************************
 LA1756  DESIGNATION -  L 202
 LA1756  PID         -  LA1756
 LA1756  STATE/COUNTY-  IN/HUNTINGTON
 LA1756  COUNTRY     -  US
 LA1756  USGS QUAD   -  ANDREWS (2019)
 LA1756
 LA1756                         *CURRENT SURVEY CONTROL
 LA1756  ______________________________________________________________________
 LA1756* NAD 83(1986) POSITION- 40 46 11.     (N) 085 30 26.     (W)   SCALED
 LA1756* NAVD 88 ORTHO HEIGHT -   244.116 (meters)      800.90  (feet) ADJUSTED
 LA1756  ______________________________________________________________________
 LA1756  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 LA1756  DYNAMIC HEIGHT  -        243.998 (meters)      800.52  (feet) COMP
 LA1756  MODELED GRAVITY -    980,134.7   (mgal)                       NAVD 88
 LA1756
 LA1756  VERT ORDER      -  SECOND    CLASS 0
 LA1756
 LA1756.The horizontal coordinates were scaled from a map and have
 LA1756.an estimated accuracy of +/- 6 seconds.
 LA1756
 LA1756.The orthometric height was determined by differential leveling and
 LA1756.adjusted by the NATIONAL GEODETIC SURVEY
 LA1756.in June 1991.
 LA1756
 LA1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1756.GEOID18 height accuracy estimate available here.
 LA1756
 LA1756.Click photographs - Photos may exist for this station.
 LA1756
 LA1756.The dynamic height is computed by dividing the NAVD 88
 LA1756.geopotential number by the normal gravity value computed on the
 LA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1756.degrees latitude (g = 980.6199 gals.).
 LA1756
 LA1756.The modeled gravity was interpolated from observed gravity values.
 LA1756
 LA1756;                    North         East    Units  Estimated Accuracy
 LA1756;SPC IN E     -   613,000.      113,460.      MT  (+/- 180 meters Scaled)
 LA1756
 LA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL259142(NAD 83)
 LA1756
 LA1756                          SUPERSEDED SURVEY CONTROL
 LA1756
 LA1756  NGVD 29 (??/??/92)  244.249  (m)          801.34   (f) ADJ UNCH    2 0
 LA1756
 LA1756.Superseded values are not recommended for survey control.
 LA1756
 LA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1756.See file dsdata.pdf to determine how the superseded data were derived.
 LA1756
 LA1756_MARKER: DB = BENCH MARK DISK
 LA1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1756_STAMPING: L 202 1946
 LA1756_MARK LOGO: CGS
 LA1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1756+STABILITY: SURFACE MOTION
 LA1756
 LA1756  HISTORY     - Date     Condition        Report By
 LA1756  HISTORY     - 1946     MONUMENTED       CGS
 LA1756  HISTORY     - 1962     GOOD             CGS
 LA1756
 LA1756                          STATION DESCRIPTION
 LA1756
 LA1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1756'1.5 MI N FROM LANCASTER.
 LA1756'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1756'AT LANCASTER, ABOUT 1.1 MILES SOUTH OF THE LANCASTER TOWNSHIP
 LA1756'SCHOOL, 0.1 MILE SOUTH OF A CROSSROAD, 113 FEET EAST OF AND ACROSS
 LA1756'THE HIGHWAY FROM A WELL AT THE NORTH END OF A FARM HOUSE, 37
 LA1756'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF A
 LA1756'POWER POLE, 1 FOOT WEST OF A FENCE LINE, 1 FOOT BELOW THE HIGHWAY,
 LA1756'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1756
 LA1756                          STATION RECOVERY (1962)
 LA1756
 LA1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1746 ***********************************************************************
 LA1746  DESIGNATION -  L 203
 LA1746  PID         -  LA1746
 LA1746  STATE/COUNTY-  IN/HUNTINGTON
 LA1746  COUNTRY     -  US
 LA1746  USGS QUAD   -  ANDREWS (2019)
 LA1746
 LA1746                         *CURRENT SURVEY CONTROL
 LA1746  ______________________________________________________________________
 LA1746* NAD 83(1986) POSITION- 40 51 23.     (N) 085 36 04.     (W)   SCALED
 LA1746* NAVD 88 ORTHO HEIGHT -   224.554 (meters)      736.72  (feet) ADJUSTED
 LA1746  ______________________________________________________________________
 LA1746  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LA1746  DYNAMIC HEIGHT  -        224.447 (meters)      736.37  (feet) COMP
 LA1746  MODELED GRAVITY -    980,143.6   (mgal)                       NAVD 88
 LA1746
 LA1746  VERT ORDER      -  SECOND    CLASS 0
 LA1746
 LA1746.The horizontal coordinates were scaled from a map and have
 LA1746.an estimated accuracy of +/- 6 seconds.
 LA1746
 LA1746.The orthometric height was determined by differential leveling and
 LA1746.adjusted by the NATIONAL GEODETIC SURVEY
 LA1746.in June 1991.
 LA1746
 LA1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1746.GEOID18 height accuracy estimate available here.
 LA1746
 LA1746.Click photographs - Photos may exist for this station.
 LA1746
 LA1746.The dynamic height is computed by dividing the NAVD 88
 LA1746.geopotential number by the normal gravity value computed on the
 LA1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1746.degrees latitude (g = 980.6199 gals.).
 LA1746
 LA1746.The modeled gravity was interpolated from observed gravity values.
 LA1746
 LA1746;                    North         East    Units  Estimated Accuracy
 LA1746;SPC IN E     -   622,610.      105,530.      MT  (+/- 180 meters Scaled)
 LA1746
 LA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179237(NAD 83)
 LA1746
 LA1746                          SUPERSEDED SURVEY CONTROL
 LA1746
 LA1746  NGVD 29 (??/??/92)  224.681  (m)          737.14   (f) ADJ UNCH    2 0
 LA1746
 LA1746.Superseded values are not recommended for survey control.
 LA1746
 LA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1746.See file dsdata.pdf to determine how the superseded data were derived.
 LA1746
 LA1746_MARKER: DB = BENCH MARK DISK
 LA1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1746_SP_SET: BUILDING
 LA1746_STAMPING: L 203 1946
 LA1746_MARK LOGO: CGS
 LA1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1746
 LA1746  HISTORY     - Date     Condition        Report By
 LA1746  HISTORY     - 1946     MONUMENTED       CGS
 LA1746
 LA1746                          STATION DESCRIPTION
 LA1746
 LA1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1746'AT ANDREWS.
 LA1746'AT ANDREWS, ABOUT 1 1/2 BLOCKS SOUTH ALONG STATE HIGHWAY 105 FROM
 LA1746'THE POST OFFICE, SET VERTICALLY IN THE WEST WALL AND 0.7 FOOT
 LA1746'SOUTH OF THE NORTH WEST CORNER OF THE ANDREWS PUBLIC LIBRARY, 0.1
 LA1746'MILE SOUTH OF A RAILROAD CROSSING AND 2.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1491 ***********************************************************************
 LA1491  DESIGNATION -  L 204
 LA1491  PID         -  LA1491
 LA1491  STATE/COUNTY-  IN/GRANT
 LA1491  COUNTRY     -  US
 LA1491  USGS QUAD   -  FAIRMOUNT (2019)
 LA1491
 LA1491                         *CURRENT SURVEY CONTROL
 LA1491  ______________________________________________________________________
 LA1491* NAD 83(1986) POSITION- 40 25 20.55   (N) 085 42 59.03   (W)   HD_HELD1
 LA1491* NAVD 88 ORTHO HEIGHT -   267.483 (meters)      877.57  (feet) ADJUSTED
 LA1491  ______________________________________________________________________
 LA1491  GEOID HEIGHT    -        -34.238 (meters)                     GEOID18
 LA1491  DYNAMIC HEIGHT  -        267.345 (meters)      877.11  (feet) COMP
 LA1491  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 LA1491
 LA1491  VERT ORDER      -  SECOND    CLASS 0
 LA1491
 LA1491.The horizontal coordinates were determined by differentially corrected
 LA1491.hand held GPS observations or other comparable positioning techniques
 LA1491.and have an estimated accuracy of +/- 3 meters.
 LA1491
 LA1491.The orthometric height was determined by differential leveling and
 LA1491.adjusted by the NATIONAL GEODETIC SURVEY
 LA1491.in June 1991.
 LA1491
 LA1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1491.GEOID18 height accuracy estimate available here.
 LA1491
 LA1491.Click photographs - Photos may exist for this station.
 LA1491
 LA1491.The dynamic height is computed by dividing the NAVD 88
 LA1491.geopotential number by the normal gravity value computed on the
 LA1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1491.degrees latitude (g = 980.6199 gals.).
 LA1491
 LA1491.The modeled gravity was interpolated from observed gravity values.
 LA1491
 LA1491;                    North         East    Units  Estimated Accuracy
 LA1491;SPC IN E     -   574,417.2      95,779.7     MT  (+/- 3 meters HH1 GPS) 
 LA1491
 LA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0889175429(NAD 83)
 LA1491
 LA1491                          SUPERSEDED SURVEY CONTROL
 LA1491
 LA1491  NGVD 29 (??/??/92)  267.620  (m)          878.02   (f) ADJ UNCH    2 0
 LA1491
 LA1491.Superseded values are not recommended for survey control.
 LA1491
 LA1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1491.See file dsdata.pdf to determine how the superseded data were derived.
 LA1491
 LA1491_MARKER: DB = BENCH MARK DISK
 LA1491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1491_SP_SET: CULVERT HEADWALL
 LA1491_STAMPING: L 204 1946
 LA1491_MARK LOGO: CGS
 LA1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1491+STABILITY: SURFACE MOTION
 LA1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1491+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2022
 LA1491
 LA1491  HISTORY     - Date     Condition        Report By
 LA1491  HISTORY     - 1946     MONUMENTED       CGS
 LA1491  HISTORY     - 20100421 GOOD             INDIV
 LA1491  HISTORY     - 20120902 GOOD             GEOCAC
 LA1491  HISTORY     - 20221114 GOOD             WSRR
 LA1491
 LA1491                          STATION DESCRIPTION
 LA1491
 LA1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1491'1.7 MI E FROM HACKLEMAN.
 LA1491'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 LA1491'AT HACKLEMAN, ABOUT 0.35 MILE WEST OF A CROSS ROAD, ABOUT 1.1
 LA1491'MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 37, 0.6 MILE
 LA1491'EAST OF THE LIBERTY SCHOOL AND A CROSS ROAD, SET IN THE TOP OF
 LA1491'THE WEST END OF THE 8.5 FOOT SOUTH CONCRETE HEAD WALL OF A
 LA1491'24 INCH PIPE CULVERT, 24 FEET SOUTH OF THE CENTER LINE OF
 LA1491'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1491
 LA1491                          STATION RECOVERY (2010)
 LA1491
 LA1491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRH)
 LA1491'RECOVERED IN GOOD CONDITION.
 LA1491
 LA1491                          STATION RECOVERY (2012)
 LA1491
 LA1491'RECOVERY NOTE BY GEOCACHING 2012
 LA1491'RECOVERED IN GOOD CONDITION.
 LA1491
 LA1491                          STATION RECOVERY (2022)
 LA1491
 LA1491'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 LA1491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1402 ***********************************************************************
 LA1402  DESIGNATION -  L 205
 LA1402  PID         -  LA1402
 LA1402  STATE/COUNTY-  IN/HAMILTON
 LA1402  COUNTRY     -  US
 LA1402  USGS QUAD   -  OMEGA (2019)
 LA1402
 LA1402                         *CURRENT SURVEY CONTROL
 LA1402  ______________________________________________________________________
 LA1402* NAD 83(1986) POSITION- 40 09 42.     (N) 085 58 36.     (W)   SCALED
 LA1402* NAVD 88 ORTHO HEIGHT -   255.461 (meters)      838.13  (feet) ADJUSTED
 LA1402  ______________________________________________________________________
 LA1402  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LA1402  DYNAMIC HEIGHT  -        255.324 (meters)      837.68  (feet) COMP
 LA1402  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LA1402
 LA1402  VERT ORDER      -  SECOND    CLASS 0
 LA1402
 LA1402.The horizontal coordinates were scaled from a map and have
 LA1402.an estimated accuracy of +/- 6 seconds.
 LA1402
 LA1402.The orthometric height was determined by differential leveling and
 LA1402.adjusted by the NATIONAL GEODETIC SURVEY
 LA1402.in June 1991.
 LA1402
 LA1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1402.GEOID18 height accuracy estimate available here.
 LA1402
 LA1402.Click photographs - Photos may exist for this station.
 LA1402
 LA1402.The dynamic height is computed by dividing the NAVD 88
 LA1402.geopotential number by the normal gravity value computed on the
 LA1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1402.degrees latitude (g = 980.6199 gals.).
 LA1402
 LA1402.The modeled gravity was interpolated from observed gravity values.
 LA1402
 LA1402;                    North         East    Units  Estimated Accuracy
 LA1402;SPC IN E     -   545,510.       73,590.      MT  (+/- 180 meters Scaled)
 LA1402
 LA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK871462(NAD 83)
 LA1402
 LA1402                          SUPERSEDED SURVEY CONTROL
 LA1402
 LA1402  NGVD 29 (??/??/92)  255.588  (m)          838.54   (f) ADJ UNCH    2 0
 LA1402
 LA1402.Superseded values are not recommended for survey control.
 LA1402
 LA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1402.See file dsdata.pdf to determine how the superseded data were derived.
 LA1402
 LA1402_MARKER: DB = BENCH MARK DISK
 LA1402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1402_SP_SET: CULVERT HEADWALL
 LA1402_STAMPING: L 205 1946
 LA1402_MARK LOGO: CGS
 LA1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1402+STABILITY: SURFACE MOTION
 LA1402
 LA1402  HISTORY     - Date     Condition        Report By
 LA1402  HISTORY     - 1946     MONUMENTED       CGS
 LA1402  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LA1402
 LA1402                          STATION DESCRIPTION
 LA1402
 LA1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1402'10 MI SW FROM HOBBS.
 LA1402'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1402'AT HOBBS, THENCE ABOUT 8.4 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 LA1402'CROSS ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LA1402'ROAD, 12 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LA1402'SET IN THE TOP OF THE SOUTH END OF THE 6 FOOT WEST HEAD WALL OF A
 LA1402'2 FOOT CONCRETE PIPE CULVERT UNDER THE NORTH-SOUTH ROAD.  NOTE--
 LA1402'MARK MAY BE REACHED FROM THE HAMILTON STATE BANK AT CICERO BY
 LA1402'GOING ABOUT 2.3 MILES WEST ALONG A BLACK TOP ROAD, THENCE ABOUT
 LA1402'2.3 MILES NORTH ALONG A GRAVEL ROAD.
 LA1402
 LA1402                          STATION RECOVERY (1983)
 LA1402
 LA1402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LA1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1451 ***********************************************************************
 LA1451  DESIGNATION -  L 206
 LA1451  PID         -  LA1451
 LA1451  STATE/COUNTY-  IN/MADISON
 LA1451  COUNTRY     -  US
 LA1451  USGS QUAD   -  ELWOOD (2019)
 LA1451
 LA1451                         *CURRENT SURVEY CONTROL
 LA1451  ______________________________________________________________________
 LA1451* NAD 83(1986) POSITION- 40 16 39.     (N) 085 47 09.     (W)   SCALED
 LA1451* NAVD 88 ORTHO HEIGHT -   264.113 (meters)      866.51  (feet) ADJUSTED
 LA1451  ______________________________________________________________________
 LA1451  GEOID HEIGHT    -        -34.211 (meters)                     GEOID18
 LA1451  DYNAMIC HEIGHT  -        263.973 (meters)      866.05  (feet) COMP
 LA1451  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 LA1451
 LA1451  VERT ORDER      -  SECOND    CLASS 0
 LA1451
 LA1451.The horizontal coordinates were scaled from a map and have
 LA1451.an estimated accuracy of +/- 6 seconds.
 LA1451
 LA1451.The orthometric height was determined by differential leveling and
 LA1451.adjusted by the NATIONAL GEODETIC SURVEY
 LA1451.in June 1991.
 LA1451
 LA1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1451.GEOID18 height accuracy estimate available here.
 LA1451
 LA1451.Click photographs - Photos may exist for this station.
 LA1451
 LA1451.The dynamic height is computed by dividing the NAVD 88
 LA1451.geopotential number by the normal gravity value computed on the
 LA1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1451.degrees latitude (g = 980.6199 gals.).
 LA1451
 LA1451.The modeled gravity was interpolated from observed gravity values.
 LA1451
 LA1451;                    North         East    Units  Estimated Accuracy
 LA1451;SPC IN E     -   558,340.       89,870.      MT  (+/- 180 meters Scaled)
 LA1451
 LA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK032592(NAD 83)
 LA1451
 LA1451                          SUPERSEDED SURVEY CONTROL
 LA1451
 LA1451  NGVD 29 (??/??/92)  264.248  (m)          866.95   (f) ADJ UNCH    2 0
 LA1451
 LA1451.Superseded values are not recommended for survey control.
 LA1451
 LA1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1451.See file dsdata.pdf to determine how the superseded data were derived.
 LA1451
 LA1451_MARKER: DB = BENCH MARK DISK
 LA1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1451_STAMPING: L 206 1946
 LA1451_MARK LOGO: CGS
 LA1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1451+STABILITY: SURFACE MOTION
 LA1451
 LA1451  HISTORY     - Date     Condition        Report By
 LA1451  HISTORY     - 1946     MONUMENTED       CGS
 LA1451  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 LA1451
 LA1451                          STATION DESCRIPTION
 LA1451
 LA1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1451'2.8 MI E FROM ELWOOD.
 LA1451'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS
 LA1451'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 1.25 MILES
 LA1451'EAST OF THE INTERSECTION OF STATE HIGHWAY 37, SET IN THE
 LA1451'SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL ROAD, 190 FEET
 LA1451'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A
 LA1451'BARN, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 LA1451'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET WEST OF
 LA1451'TELEPHONE POLE NO. 245, ABOUT 0.5 FOOT BELOW THE INTERSECTION,
 LA1451'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1451
 LA1451                          STATION RECOVERY (1971)
 LA1451
 LA1451'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LA1451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0470 ***********************************************************************
 LB0470  DESIGNATION -  L 208
 LB0470  PID         -  LB0470
 LB0470  STATE/COUNTY-  IN/TIPTON
 LB0470  COUNTRY     -  US
 LB0470  USGS QUAD   -  TIPTON (2019)
 LB0470
 LB0470                         *CURRENT SURVEY CONTROL
 LB0470  ______________________________________________________________________
 LB0470* NAD 83(1986) POSITION- 40 21 48.     (N) 086 04 09.     (W)   SCALED
 LB0470* NAVD 88 ORTHO HEIGHT -   268.298 (meters)      880.24  (feet) ADJUSTED
 LB0470  ______________________________________________________________________
 LB0470  GEOID HEIGHT    -        -34.405 (meters)                     GEOID18
 LB0470  DYNAMIC HEIGHT  -        268.155 (meters)      879.77  (feet) COMP
 LB0470  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LB0470
 LB0470  VERT ORDER      -  SECOND    CLASS 0
 LB0470
 LB0470.The horizontal coordinates were scaled from a map and have
 LB0470.an estimated accuracy of +/- 6 seconds.
 LB0470
 LB0470.The orthometric height was determined by differential leveling and
 LB0470.adjusted by the NATIONAL GEODETIC SURVEY
 LB0470.in June 1991.
 LB0470
 LB0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0470.GEOID18 height accuracy estimate available here.
 LB0470
 LB0470.Click photographs - Photos may exist for this station.
 LB0470
 LB0470.The dynamic height is computed by dividing the NAVD 88
 LB0470.geopotential number by the normal gravity value computed on the
 LB0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0470.degrees latitude (g = 980.6199 gals.).
 LB0470
 LB0470.The modeled gravity was interpolated from observed gravity values.
 LB0470
 LB0470;                    North         East    Units  Estimated Accuracy
 LB0470;SPC IN E     -   567,940.       65,810.      MT  (+/- 180 meters Scaled)
 LB0470
 LB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK790685(NAD 83)
 LB0470
 LB0470                          SUPERSEDED SURVEY CONTROL
 LB0470
 LB0470  NGVD 29 (??/??/92)  268.418  (m)          880.63   (f) ADJ UNCH    2 0
 LB0470
 LB0470.Superseded values are not recommended for survey control.
 LB0470
 LB0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0470.See file dsdata.pdf to determine how the superseded data were derived.
 LB0470
 LB0470_MARKER: DB = BENCH MARK DISK
 LB0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0470_STAMPING: L 208 1946
 LB0470_MARK LOGO: CGS
 LB0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0470+STABILITY: SURFACE MOTION
 LB0470
 LB0470  HISTORY     - Date     Condition        Report By
 LB0470  HISTORY     - 1946     MONUMENTED       CGS
 LB0470
 LB0470                          STATION DESCRIPTION
 LB0470
 LB0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0470'2.1 MI SE FROM SHARPSVILLE.
 LB0470'ABOUT 1.0 MILE EAST ALONG A COUNTY ROAD FROM THE METHODIST CHURCH
 LB0470'AT SHARPSVILLE, THENCE ABOUT 1.1 MILE SOUTH ALONG A COUNTY ROAD,
 LB0470'ABOUT 0.15 MILE NORTH OF AN EAST-WEST GRAVEL ROAD, SET AT A
 LB0470'T FENCE CORNER IN THE WEST RIGHT OF-WAY FENCE, 18 FEET WEST OF
 LB0470'THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A POWER POLE NO.
 LB0470'6-121/418, AND IN LINE WITH THE ROW OF POLES, 4.5 FEET NORTHEAST
 LB0470'OF THE T FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, ABOUT
 LB0470'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0470'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1475 ***********************************************************************
 LA1475  DESIGNATION -  L 209
 LA1475  PID         -  LA1475
 LA1475  STATE/COUNTY-  IN/HAMILTON
 LA1475  COUNTRY     -  US
 LA1475  USGS QUAD   -  OMEGA (2019)
 LA1475
 LA1475                         *CURRENT SURVEY CONTROL
 LA1475  ______________________________________________________________________
 LA1475* NAD 83(1986) POSITION- 40 08 05.73   (N) 085 52 55.20   (W)   HD_HELD1
 LA1475* NAVD 88 ORTHO HEIGHT -   245.736 (meters)      806.22  (feet) ADJUSTED
 LA1475  ______________________________________________________________________
 LA1475  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 LA1475  DYNAMIC HEIGHT  -        245.603 (meters)      805.78  (feet) COMP
 LA1475  MODELED GRAVITY -    980,082.1   (mgal)                       NAVD 88
 LA1475
 LA1475  VERT ORDER      -  SECOND    CLASS 0
 LA1475
 LA1475.The horizontal coordinates were determined by differentially corrected
 LA1475.hand held GPS observations or other comparable positioning techniques
 LA1475.and have an estimated accuracy of +/- 3 meters.
 LA1475
 LA1475.The orthometric height was determined by differential leveling and
 LA1475.adjusted by the NATIONAL GEODETIC SURVEY
 LA1475.in June 1991.
 LA1475
 LA1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1475.GEOID18 height accuracy estimate available here.
 LA1475
 LA1475.Click photographs - Photos may exist for this station.
 LA1475
 LA1475.The dynamic height is computed by dividing the NAVD 88
 LA1475.geopotential number by the normal gravity value computed on the
 LA1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1475.degrees latitude (g = 980.6199 gals.).
 LA1475
 LA1475.The modeled gravity was interpolated from observed gravity values.
 LA1475
 LA1475;                    North         East    Units  Estimated Accuracy
 LA1475;SPC IN E     -   542,520.9      81,648.7     MT  (+/- 3 meters HH1 GPS) 
 LA1475
 LA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9524543331(NAD 83)
 LA1475
 LA1475                          SUPERSEDED SURVEY CONTROL
 LA1475
 LA1475  NGVD 29 (??/??/92)  245.868  (m)          806.65   (f) ADJ UNCH    2 0
 LA1475
 LA1475.Superseded values are not recommended for survey control.
 LA1475
 LA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1475.See file dsdata.pdf to determine how the superseded data were derived.
 LA1475
 LA1475_MARKER: DB = BENCH MARK DISK
 LA1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1475_STAMPING: L 209 1946
 LA1475_MARK LOGO: CGS
 LA1475_PROJECTION: FLUSH
 LA1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1475+STABILITY: SURFACE MOTION
 LA1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1475+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2021
 LA1475
 LA1475  HISTORY     - Date     Condition        Report By
 LA1475  HISTORY     - 1946     MONUMENTED       CGS
 LA1475  HISTORY     - 20211112 GOOD             IN-057
 LA1475
 LA1475                          STATION DESCRIPTION
 LA1475
 LA1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1475'3.8 MI E FROM STRAWTOWN.
 LA1475'ABOUT 3.85 MILES EAST ALONG A GRAVEL COUNTY ROAD FROM ITS
 LA1475'INTERSECTION WITH STATE HIGHWAY 13, 146 FEET NORTHWEST AND ACROSS
 LA1475'THE ROAD FROM THE NORTHWEST CORNER OF A TWO STORY IMITATION BRICK
 LA1475'HOUSE, ABOUT 75 YARDS NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 LA1475'LEADING SOUTH, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LA1475'LARGE RED BARN, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LA1475'8.5 FEET WEST OF A 24 INCH CONCRETE FENCE CORNER POST, 2 FEET
 LA1475'SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LA1475'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK
 LA1475'MAY BE REACHED FROM THE CONCRETE BRIDGE OVER WEST FORK WHITE
 LA1475'RIVER BY GOING ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 13,
 LA1475'THENCE ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD LEADING TO
 LA1475'STRAWTOWN.
 LA1475
 LA1475                          STATION RECOVERY (2021)
 LA1475
 LA1475'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2021 (RRK)
 LA1475'BENCH MARK FOUND AT SURFACE IN GOOD CONDITION ABOUT 270 FT (82.3 M)
 LA1475'EAST OF THE INTERSECTION OF STRAWTOWN AVENUE AND CYNTHEANNE ROAD.  ON
 LA1475'THE NORTH SIDE OF STRAWTOWN AVENUE.  APPROXIMATELY 11 FT (3.4 M) NORTH
 LA1475'OF EDGE OF PAVEMENT AND 8 FT (2.4 M) WEST OF LARGE CONCRETE CORNER
 LA1475'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0492 ***********************************************************************
 LB0492  DESIGNATION -  L 210 RESET
 LB0492  PID         -  LB0492
 LB0492  STATE/COUNTY-  IN/TIPTON
 LB0492  COUNTRY     -  US
 LB0492  USGS QUAD   -  KEMPTON (2019)
 LB0492
 LB0492                         *CURRENT SURVEY CONTROL
 LB0492  ______________________________________________________________________
 LB0492* NAD 83(1986) POSITION- 40 15 10.     (N) 086 14 11.     (W)   SCALED
 LB0492* NAVD 88 ORTHO HEIGHT -   280.71  (meters)      921.0   (feet) RESET
 LB0492  ______________________________________________________________________
 LB0492  GEOID HEIGHT    -        -34.274 (meters)                     GEOID18
 LB0492  VERT ORDER      -  THIRD
 LB0492
 LB0492.The horizontal coordinates were scaled from a map and have
 LB0492.an estimated accuracy of +/- 6 seconds.
 LB0492
 LB0492.The orthometric height was computed from unverified reset data.
 LB0492
 LB0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0492.GEOID18 height accuracy estimate available here.
 LB0492
 LB0492.Click photographs - Photos may exist for this station.
 LB0492
 LB0492;                    North         East    Units  Estimated Accuracy
 LB0492;SPC IN E     -   555,740.       51,530.      MT  (+/- 180 meters Scaled)
 LB0492
 LB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK649560(NAD 83)
 LB0492
 LB0492                          SUPERSEDED SURVEY CONTROL
 LB0492
 LB0492  NGVD 29 (08/22/16)  280.82   (m)          921.3    (f) RESET       3  
 LB0492
 LB0492.Superseded values are not recommended for survey control.
 LB0492
 LB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0492.See file dsdata.pdf to determine how the superseded data were derived.
 LB0492
 LB0492_MARKER: DV = VERTICAL CONTROL DISK
 LB0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0492_STAMPING: L 210 RESET 1975
 LB0492_MARK LOGO: NGS
 LB0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0492+STABILITY: SURFACE MOTION
 LB0492
 LB0492  HISTORY     - Date     Condition        Report By
 LB0492  HISTORY     - 1975     MONUMENTED       NGS
 LB0492
 LB0492                          STATION DESCRIPTION
 LB0492
 LB0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LB0492'AT KEMPTON.
 LB0492'ABOUT 16 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 1175 WEST,
 LB0492'20.5 FEET SOUTH OF A ROUND WOOD CORNER POST, 42.5 FEET SOUTH
 LB0492'OF A POWER POLE, 129 FEET SOUTH OF THE CENTERLINE OF A.C.M. PIPE,
 LB0492'JUST WEST OF A FARM FENCE ABOUT 6 INCHES BELOW THE ROAD SURFACE,
 LB0492'ABOUT 8 INCHES ABOVE THE NATURAL GROUND.  (THE BM L 210 IS
 LB0492'EMBEDDED IN A LARGE PIECE OF CONCRETE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0484 ***********************************************************************
 LB0484  DESIGNATION -  L 211
 LB0484  PID         -  LB0484
 LB0484  STATE/COUNTY-  IN/HAMILTON
 LB0484  COUNTRY     -  US
 LB0484  USGS QUAD   -  SHERIDAN (2019)
 LB0484
 LB0484                         *CURRENT SURVEY CONTROL
 LB0484  ______________________________________________________________________
 LB0484* NAD 83(1986) POSITION- 40 10 36.     (N) 086 13 16.     (W)   SCALED
 LB0484* NAVD 88 ORTHO HEIGHT -   285.456 (meters)      936.53  (feet) ADJUSTED
 LB0484  ______________________________________________________________________
 LB0484  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 LB0484  DYNAMIC HEIGHT  -        285.298 (meters)      936.02  (feet) COMP
 LB0484  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LB0484
 LB0484  VERT ORDER      -  SECOND    CLASS 0
 LB0484
 LB0484.This mark is at Sheridan Airport (5I4)
 LB0484
 LB0484.The horizontal coordinates were scaled from a map and have
 LB0484.an estimated accuracy of +/- 6 seconds.
 LB0484
 LB0484.The orthometric height was determined by differential leveling and
 LB0484.adjusted by the NATIONAL GEODETIC SURVEY
 LB0484.in June 1991.
 LB0484
 LB0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0484.GEOID18 height accuracy estimate available here.
 LB0484
 LB0484.Click photographs - Photos may exist for this station.
 LB0484
 LB0484.The dynamic height is computed by dividing the NAVD 88
 LB0484.geopotential number by the normal gravity value computed on the
 LB0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0484.degrees latitude (g = 980.6199 gals.).
 LB0484
 LB0484.The modeled gravity was interpolated from observed gravity values.
 LB0484
 LB0484;                    North         East    Units  Estimated Accuracy
 LB0484;SPC IN E     -   547,280.       52,780.      MT  (+/- 180 meters Scaled)
 LB0484
 LB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663476(NAD 83)
 LB0484
 LB0484                          SUPERSEDED SURVEY CONTROL
 LB0484
 LB0484  NGVD 29 (??/??/92)  285.564  (m)          936.89   (f) ADJ UNCH    2 0
 LB0484
 LB0484.Superseded values are not recommended for survey control.
 LB0484
 LB0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0484.See file dsdata.pdf to determine how the superseded data were derived.
 LB0484
 LB0484_MARKER: DB = BENCH MARK DISK
 LB0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0484_STAMPING: L 211 1946
 LB0484_MARK LOGO: CGS
 LB0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0484+STABILITY: SURFACE MOTION
 LB0484
 LB0484  HISTORY     - Date     Condition        Report By
 LB0484  HISTORY     - 1946     MONUMENTED       CGS
 LB0484  HISTORY     - 1961     GOOD             CGS
 LB0484  HISTORY     - 20221006 MARK NOT FOUND   IN-001
 LB0484
 LB0484                          STATION DESCRIPTION
 LB0484
 LB0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0484'3 MI N FROM SHERIDAN.
 LB0484'ABOUT 1 BLOCK WEST OF THE POST OFFICE AT SHERIDAN, THENCE ABOUT
 LB0484'2.95 MILES NORTH ALONG A PAVED COUNTY ROAD, AT THE SHERIDAN
 LB0484'AIRPORT, 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHERN
 LB0484'MOST OF TWO METER HANGARS, 147 FEET SOUTH OF THE CENTER LINE
 LB0484'OF A CIRCULAR DRIVE AND SET IN THE TOP OF A CONCRETE POST
 LB0484'PROJECTING 6 INCHES.
 LB0484
 LB0484                          STATION RECOVERY (1961)
 LB0484
 LB0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0484'RECOVERED IN GOOD CONDITION.
 LB0484
 LB0484                          STATION RECOVERY (2022)
 LB0484
 LB0484'RECOVERY NOTE BY ADAMS COUNTY INDIANA 2022 (RRK)
 LB0484'MARK NOT FOUND.  BUILDING DESTROYED BETWEEN 1962 AND 1974.  AREA
 LB0484'CURRENTLY A BEAN FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0377 ***********************************************************************
 LB0377  DESIGNATION -  L 212
 LB0377  PID         -  LB0377
 LB0377  STATE/COUNTY-  IN/HAMILTON
 LB0377  COUNTRY     -  US
 LB0377  USGS QUAD   -  SHERIDAN (2019)
 LB0377
 LB0377                         *CURRENT SURVEY CONTROL
 LB0377  ______________________________________________________________________
 LB0377* NAD 83(1986) POSITION- 40 09 36.     (N) 086 07 42.     (W)   SCALED
 LB0377* NAVD 88 ORTHO HEIGHT -   276.088 (meters)      905.80  (feet) ADJUSTED
 LB0377  ______________________________________________________________________
 LB0377  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LB0377  DYNAMIC HEIGHT  -        275.936 (meters)      905.30  (feet) COMP
 LB0377  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 LB0377
 LB0377  VERT ORDER      -  SECOND    CLASS 0
 LB0377
 LB0377.The horizontal coordinates were scaled from a map and have
 LB0377.an estimated accuracy of +/- 6 seconds.
 LB0377
 LB0377.The orthometric height was determined by differential leveling and
 LB0377.adjusted by the NATIONAL GEODETIC SURVEY
 LB0377.in June 1991.
 LB0377
 LB0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0377.GEOID18 height accuracy estimate available here.
 LB0377
 LB0377.Click photographs - Photos may exist for this station.
 LB0377
 LB0377.The dynamic height is computed by dividing the NAVD 88
 LB0377.geopotential number by the normal gravity value computed on the
 LB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0377.degrees latitude (g = 980.6199 gals.).
 LB0377
 LB0377.The modeled gravity was interpolated from observed gravity values.
 LB0377
 LB0377;                    North         East    Units  Estimated Accuracy
 LB0377;SPC IN E     -   545,390.       60,670.      MT  (+/- 180 meters Scaled)
 LB0377
 LB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742458(NAD 83)
 LB0377
 LB0377                          SUPERSEDED SURVEY CONTROL
 LB0377
 LB0377  NGVD 29 (??/??/92)  276.20   (m)          906.2    (f) COMPUTED    2 0
 LB0377
 LB0377.Superseded values are not recommended for survey control.
 LB0377
 LB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0377.See file dsdata.pdf to determine how the superseded data were derived.
 LB0377
 LB0377_MARKER: DB = BENCH MARK DISK
 LB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0377_STAMPING: L 212 1946
 LB0377_MARK LOGO: CGS
 LB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0377+STABILITY: SURFACE MOTION
 LB0377
 LB0377  HISTORY     - Date     Condition        Report By
 LB0377  HISTORY     - 1946     MONUMENTED       CGS
 LB0377
 LB0377                          STATION DESCRIPTION
 LB0377
 LB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0377'3.9 MI S FROM EAST UNION.
 LB0377'ABOUT 3.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0377'CHRISTIAN CHURCH AT EAST UNION, ABOUT 75 YARDS SOUTH OF THE
 LB0377'JUNCTION OF A GRAVEL ROAD LEADING EAST, AND SET IN THE SOUTHWEST
 LB0377'ANGLE OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 74 FEET
 LB0377'SOUTH-SOUTHEAST OF THE SOUTH EAST CORNER OF A FARM HOUSE, 28 FEET
 LB0377'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 24 FEET WEST OF THE
 LB0377'CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF A POWER POLE,
 LB0377'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 LB0377'JUNCTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0377'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0980 ***********************************************************************
 LA0980  DESIGNATION -  L 213
 LA0980  PID         -  LA0980
 LA0980  STATE/COUNTY-  IN/HUNTINGTON
 LA0980  COUNTRY     -  US
 LA0980  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0980
 LA0980                         *CURRENT SURVEY CONTROL
 LA0980  ______________________________________________________________________
 LA0980* NAD 83(1986) POSITION- 40 44 30.85   (N) 085 21 14.46   (W)   HD_HELD1
 LA0980* NAVD 88 ORTHO HEIGHT -   260.252 (meters)      853.84  (feet) ADJUSTED
 LA0980  ______________________________________________________________________
 LA0980  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 LA0980  DYNAMIC HEIGHT  -        260.125 (meters)      853.43  (feet) COMP
 LA0980  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 LA0980
 LA0980  VERT ORDER      -  SECOND    CLASS 0
 LA0980
 LA0980.The horizontal coordinates were determined by differentially corrected
 LA0980.hand held GPS observations or other comparable positioning techniques
 LA0980.and have an estimated accuracy of +/- 3 meters.
 LA0980
 LA0980.The orthometric height was determined by differential leveling and
 LA0980.adjusted by the NATIONAL GEODETIC SURVEY
 LA0980.in June 1991.
 LA0980
 LA0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0980.GEOID18 height accuracy estimate available here.
 LA0980
 LA0980.Click photographs - Photos may exist for this station.
 LA0980
 LA0980.The dynamic height is computed by dividing the NAVD 88
 LA0980.geopotential number by the normal gravity value computed on the
 LA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0980.degrees latitude (g = 980.6199 gals.).
 LA0980
 LA0980.The modeled gravity was interpolated from observed gravity values.
 LA0980
 LA0980;                    North         East    Units  Estimated Accuracy
 LA0980;SPC IN E     -   609,944.1     126,406.3     MT  (+/- 3 meters HH1 GPS) 
 LA0980
 LA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3897111409(NAD 83)
 LA0980
 LA0980                          SUPERSEDED SURVEY CONTROL
 LA0980
 LA0980  NGVD 29 (??/??/92)  260.384  (m)          854.28   (f) ADJ UNCH    2 0
 LA0980
 LA0980.Superseded values are not recommended for survey control.
 LA0980
 LA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0980.See file dsdata.pdf to determine how the superseded data were derived.
 LA0980
 LA0980_MARKER: DB = BENCH MARK DISK
 LA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0980_STAMPING: L 213 1947
 LA0980_MARK LOGO: CGS
 LA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0980+STABILITY: SURFACE MOTION
 LA0980
 LA0980  HISTORY     - Date     Condition        Report By
 LA0980  HISTORY     - 1947     MONUMENTED       CGS
 LA0980
 LA0980                          STATION DESCRIPTION
 LA0980
 LA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0980'2 MI E FROM PLUM TREE.
 LA0980'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0980'CHURCH AT PLUM TREE, ABOUT 0.95 MILE WEST OF THE HUNTINGTON-WELLS
 LA0980'COUNTY LINE, AT THE INTERSECTION OF A BLACK TOP ROAD, 39 FEET SOUTH
 LA0980'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTER
 LA0980'LINE OF THE CROSS ROAD, 5 FEET EAST OF A FENCE CORNER POST, 1 FOOT
 LA0980'NORTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 LA0980'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0980'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0528 ***********************************************************************
 ME0528  DESIGNATION -  L 214
 ME0528  PID         -  ME0528
 ME0528  STATE/COUNTY-  IN/STARKE
 ME0528  COUNTRY     -  US
 ME0528  USGS QUAD   -  HAMLET (2019)
 ME0528
 ME0528                         *CURRENT SURVEY CONTROL
 ME0528  ______________________________________________________________________
 ME0528* NAD 83(1986) POSITION- 41 23 38.     (N) 086 37 16.     (W)   SCALED
 ME0528* NAVD 88 ORTHO HEIGHT -   214.339 (meters)      703.21  (feet) ADJUSTED
 ME0528  ______________________________________________________________________
 ME0528  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0528  DYNAMIC HEIGHT  -        214.253 (meters)      702.93  (feet) COMP
 ME0528  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 ME0528
 ME0528  VERT ORDER      -  FIRST     CLASS I
 ME0528
 ME0528.The horizontal coordinates were scaled from a map and have
 ME0528.an estimated accuracy of +/- 6 seconds.
 ME0528
 ME0528.The orthometric height was determined by differential leveling and
 ME0528.adjusted by the NATIONAL GEODETIC SURVEY
 ME0528.in June 1991.
 ME0528
 ME0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0528.GEOID18 height accuracy estimate available here.
 ME0528
 ME0528.Click photographs - Photos may exist for this station.
 ME0528
 ME0528.The dynamic height is computed by dividing the NAVD 88
 ME0528.geopotential number by the normal gravity value computed on the
 ME0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0528.degrees latitude (g = 980.6199 gals.).
 ME0528
 ME0528.The modeled gravity was interpolated from observed gravity values.
 ME0528
 ME0528;                    North         East    Units  Estimated Accuracy
 ME0528;SPC IN W     -   682,400.      938,660.      MT  (+/- 180 meters Scaled)
 ME0528
 ME0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL316825(NAD 83)
 ME0528
 ME0528                          SUPERSEDED SURVEY CONTROL
 ME0528
 ME0528  NGVD 29 (??/??/92)  214.438  (m)          703.54   (f) ADJ UNCH    1 1
 ME0528
 ME0528.Superseded values are not recommended for survey control.
 ME0528
 ME0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0528.See file dsdata.pdf to determine how the superseded data were derived.
 ME0528
 ME0528_MARKER: DD = SURVEY DISK
 ME0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0528_SP_SET: CONCRETE GUARD RAIL
 ME0528_STAMPING: STRK L 214
 ME0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0528
 ME0528  HISTORY     - Date     Condition        Report By
 ME0528  HISTORY     - UNK      MONUMENTED       INHD
 ME0528  HISTORY     - 1968     GOOD             CGS
 ME0528  HISTORY     - 1988     GOOD             USPSQD
 ME0528  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0528
 ME0528                          STATION DESCRIPTION
 ME0528
 ME0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0528'2.4 MI W FROM HAMLET.
 ME0528'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0528'CROSSING OF STARKE STREET AT HAMLET, THENCE 0.15 MILE NORTH
 ME0528'ALONG AND CONCRETE ROAD, THENCE 0.25 MILE NORTH ALONG U.S. HIGHWAY
 ME0528'35, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE GUARD
 ME0528'RAIL BASE FOR THE EASTBOUND LANE OF U.S. HIGHWAY 30 OVERPASS OVER
 ME0528'U.S. HIGHWAY 35, IN SECTION 15, R 2 W, T 34 N, 18 FEET NORTH OF
 ME0528'THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 4.2
 ME0528'FEET EAST OF THE WEST END OF THE GUARD RAIL AND 1 FOOT ABOVE THE
 ME0528'LEVEL OF THE HIGHWAY.
 ME0528
 ME0528                          STATION RECOVERY (1988)
 ME0528
 ME0528'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0528'RECOVERED IN GOOD CONDITION.
 ME0528
 ME0528                          STATION RECOVERY (1992)
 ME0528
 ME0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0528'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0912 ***********************************************************************
 LA0912  DESIGNATION -  L 214
 LA0912  PID         -  LA0912
 LA0912  STATE/COUNTY-  IN/WELLS
 LA0912  COUNTRY     -  US
 LA0912  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0912
 LA0912                         *CURRENT SURVEY CONTROL
 LA0912  ______________________________________________________________________
 LA0912* NAD 83(1997) POSITION- 40 39 15.49533(N) 085 22 18.89946(W)   ADJUSTED
 LA0912* NAVD 88 ORTHO HEIGHT -   261.030 (meters)      856.40  (feet) ADJUSTED
 LA0912  ______________________________________________________________________
 LA0912  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 LA0912  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LA0912  DYNAMIC HEIGHT  -        260.900 (meters)      855.97  (feet) COMP
 LA0912  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 LA0912
 LA0912  HORZ ORDER      -  SECOND
 LA0912  VERT ORDER      -  SECOND    CLASS 0
 LA0912
 LA0912.The horizontal coordinates were established by classical geodetic methods
 LA0912.and adjusted by the National Geodetic Survey in May 1999.
 LA0912
 LA0912.The orthometric height was determined by differential leveling and
 LA0912.adjusted by the NATIONAL GEODETIC SURVEY
 LA0912.in June 1991.
 LA0912
 LA0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0912.GEOID18 height accuracy estimate available here.
 LA0912
 LA0912.Click photographs - Photos may exist for this station.
 LA0912
 LA0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0912
 LA0912.The dynamic height is computed by dividing the NAVD 88
 LA0912.geopotential number by the normal gravity value computed on the
 LA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0912.degrees latitude (g = 980.6199 gals.).
 LA0912
 LA0912.The modeled gravity was interpolated from observed gravity values.
 LA0912
 LA0912. The following values were computed from the NAD 83(1997) position.
 LA0912
 LA0912;                    North         East     Units Scale Factor Converg.
 LA0912;SPC IN E     -   600,211.539   124,927.159   MT  0.99997431   +0 11 31.3
 LA0912;SPC IN E     - 1,969,194.02    409,865.19   sFT  0.99997431   +0 11 31.3
 LA0912;UTM  16      - 4,501,656.923   637,640.047   MT  0.99983319   +1 03 39.1
 LA0912
 LA0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0912!SPC IN E     -   0.99996441  x   0.99997431  =   0.99993872
 LA0912!UTM  16      -   0.99996441  x   0.99983319  =   0.99979760
 LA0912
 LA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3764001656(NAD 83)
 LA0912
 LA0912                          SUPERSEDED SURVEY CONTROL
 LA0912
 LA0912  NAD 83(1995)-  40 39 15.49575(N)    085 22 18.91075(W) AD(       ) 2
 LA0912  NAD 83(1986)-  40 39 15.49866(N)    085 22 18.91453(W) AD(       ) 2
 LA0912  NAD 27      -  40 39 15.32540(N)    085 22 19.02080(W) AD(       ) 2
 LA0912  NGVD 29 (??/??/92)  261.163  (m)          856.83   (f) ADJ UNCH    2 0
 LA0912  NGVD 29             261.16   (m)          856.8    (f) LEVELING    3  
 LA0912
 LA0912.Superseded values are not recommended for survey control.
 LA0912
 LA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0912.See file dsdata.pdf to determine how the superseded data were derived.
 LA0912
 LA0912_MARKER: DB = BENCH MARK DISK
 LA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0912_STAMPING: L 214 1947
 LA0912_MARK LOGO: CGS
 LA0912_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0912+STABILITY: SURFACE MOTION
 LA0912
 LA0912  HISTORY     - Date     Condition        Report By
 LA0912  HISTORY     - 1947     MONUMENTED       CGS
 LA0912  HISTORY     - 1948     GOOD             CGS
 LA0912
 LA0912                          STATION DESCRIPTION
 LA0912
 LA0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0912'12.4 MI S FROM MARKLE.
 LA0912'ABOUT 12.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE
 LA0912'INTERSECTION OF STATE HIGHWAY 116 AT MARKLE, ABOUT 13.8 MILES
 LA0912'NORTH ALONG HIGHWAY 3 FROM THE CITY SCHOOL AT HARTFORD CITY, AT
 LA0912'THE HUNTINGTON-WELLS COUNTY LINE AND THE INTERSECTION OF STATE
 LA0912'HIGHWAY 5 LEADING WEST AND HIGHWAY 118 LEADING EAST, 143 FEET
 LA0912'EAST OF THE CENTER LINE OF HIGHWAY 3, 47 FEET SOUTH OF THE
 LA0912'CENTER LINE OF HIGHWAY 118, 135 FEET SOUTHEAST AND ACROSS
 LA0912'HIGHWAY 118 FROM THE SOUTHEAST GAS PUMP OF A MOBILGAS STATION,
 LA0912'15 FEET EAST OF THE CENTER LINE OF A GRAVEL LANE, 1 FOOT WEST
 LA0912'OF A FENCE LINE, 5 FEET SOUTH OF THE FENCE CORNER POST, 1.5
 LA0912'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE
 LA0912'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 LA0912
 LA0912                          STATION RECOVERY (1948)
 LA0912
 LA0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA0912'THE STATION IS LOCATED 9 MILES NORTHWEST OF MONTPELIER AND 3 MILES
 LA0912'SOUTHEAST OF WARREN IN
 LA0912'THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 3, 5 AND 118.
 LA0912'IT IS 40 FEET SOUTH OF THE CENTER OF
 LA0912'HIGHWAY 118, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH
 LA0912'OF A WHITE WITNESS POST.  THE MARK IS A 8 IN BY 8
 LA0912'INCH CONCRETE POST PROJECTING 4 INCHES WITH
 LA0912'A STANDARD USC AND GS BENCH MARK DISK STAMPED L 214 1947.
 LA0912'
 LA0912'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MC NATTS
 LA0912'AND THE DISTANCE WAS FOUND TO BE
 LA0912'152.56 FEET (46.500 METERS).
 LA0912'
 LA0912'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0936 ***********************************************************************
 LA0936  DESIGNATION -  L 215
 LA0936  PID         -  LA0936
 LA0936  STATE/COUNTY-  IN/BLACKFORD
 LA0936  COUNTRY     -  US
 LA0936  USGS QUAD   -  MONTPELIER (2019)
 LA0936
 LA0936                         *CURRENT SURVEY CONTROL
 LA0936  ______________________________________________________________________
 LA0936* NAD 83(1986) POSITION- 40 33 17.     (N) 085 16 50.     (W)   SCALED
 LA0936* NAVD 88 ORTHO HEIGHT -   263.283 (meters)      863.79  (feet) ADJUSTED
 LA0936  ______________________________________________________________________
 LA0936  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 LA0936  DYNAMIC HEIGHT  -        263.150 (meters)      863.35  (feet) COMP
 LA0936  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 LA0936
 LA0936  VERT ORDER      -  SECOND    CLASS 0
 LA0936
 LA0936.The horizontal coordinates were scaled from a map and have
 LA0936.an estimated accuracy of +/- 6 seconds.
 LA0936
 LA0936.The orthometric height was determined by differential leveling and
 LA0936.adjusted by the NATIONAL GEODETIC SURVEY
 LA0936.in June 1991.
 LA0936
 LA0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0936.GEOID18 height accuracy estimate available here.
 LA0936
 LA0936.Click photographs - Photos may exist for this station.
 LA0936
 LA0936.The dynamic height is computed by dividing the NAVD 88
 LA0936.geopotential number by the normal gravity value computed on the
 LA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0936.degrees latitude (g = 980.6199 gals.).
 LA0936
 LA0936.The modeled gravity was interpolated from observed gravity values.
 LA0936
 LA0936;                    North         East    Units  Estimated Accuracy
 LA0936;SPC IN E     -   589,180.      132,700.      MT  (+/- 180 meters Scaled)
 LA0936
 LA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455907(NAD 83)
 LA0936
 LA0936                          SUPERSEDED SURVEY CONTROL
 LA0936
 LA0936  NGVD 29 (??/??/92)  263.418  (m)          864.23   (f) ADJ UNCH    2 0
 LA0936
 LA0936.Superseded values are not recommended for survey control.
 LA0936
 LA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0936.See file dsdata.pdf to determine how the superseded data were derived.
 LA0936
 LA0936_MARKER: DB = BENCH MARK DISK
 LA0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0936_STAMPING: L 215 1947
 LA0936_MARK LOGO: CGS
 LA0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0936+STABILITY: SURFACE MOTION
 LA0936
 LA0936  HISTORY     - Date     Condition        Report By
 LA0936  HISTORY     - 1947     MONUMENTED       CGS
 LA0936  HISTORY     - 1970     GOOD             NGS
 LA0936
 LA0936                          STATION DESCRIPTION
 LA0936
 LA0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0936'AT MONTPELIER.
 LA0936'AT MONTPELIER, ABOUT 0.1 MILE WEST OF THE POST OFFICE, AT THE
 LA0936'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 50
 LA0936'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17.5 FEET SOUTHEAST
 LA0936'OF THE SOUTHEAST RAIL, 12 FEET NORTHWEST OF THE CENTER LINE OF A
 LA0936'DRIVE PARALLELING THE TRACK, 33.5 FEET EAST AND ACROSS THE TRACK
 LA0936'FROM THE EAST PIER OF THE RAILROAD WATCHMANS TOWER, 4 FEET NORTH
 LA0936'OF A TELEGRAPH POLE, 1.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.5
 LA0936'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0936'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA0936'INCHES.
 LA0936
 LA0936                          STATION RECOVERY (1970)
 LA0936
 LA0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0955 ***********************************************************************
 LA0955  DESIGNATION -  L 216
 LA0955  PID         -  LA0955
 LA0955  STATE/COUNTY-  IN/WELLS
 LA0955  COUNTRY     -  US
 LA0955  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0955
 LA0955                         *CURRENT SURVEY CONTROL
 LA0955  ______________________________________________________________________
 LA0955* NAD 83(1986) POSITION- 40 39 15.     (N) 085 15 34.     (W)   SCALED
 LA0955* NAVD 88 ORTHO HEIGHT -   260.633 (meters)      855.09  (feet) ADJUSTED
 LA0955  ______________________________________________________________________
 LA0955  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 LA0955  DYNAMIC HEIGHT  -        260.505 (meters)      854.67  (feet) COMP
 LA0955  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 LA0955
 LA0955  VERT ORDER      -  SECOND    CLASS 0
 LA0955
 LA0955.The horizontal coordinates were scaled from a map and have
 LA0955.an estimated accuracy of +/- 6 seconds.
 LA0955
 LA0955.The orthometric height was determined by differential leveling and
 LA0955.adjusted by the NATIONAL GEODETIC SURVEY
 LA0955.in June 1991.
 LA0955
 LA0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0955.GEOID18 height accuracy estimate available here.
 LA0955
 LA0955.Click photographs - Photos may exist for this station.
 LA0955
 LA0955.The dynamic height is computed by dividing the NAVD 88
 LA0955.geopotential number by the normal gravity value computed on the
 LA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0955.degrees latitude (g = 980.6199 gals.).
 LA0955
 LA0955.The modeled gravity was interpolated from observed gravity values.
 LA0955
 LA0955;                    North         East    Units  Estimated Accuracy
 LA0955;SPC IN E     -   600,230.      134,440.      MT  (+/- 180 meters Scaled)
 LA0955
 LA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL471018(NAD 83)
 LA0955
 LA0955                          SUPERSEDED SURVEY CONTROL
 LA0955
 LA0955  NGVD 29 (??/??/92)  260.769  (m)          855.54   (f) ADJ UNCH    2 0
 LA0955
 LA0955.Superseded values are not recommended for survey control.
 LA0955
 LA0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0955.See file dsdata.pdf to determine how the superseded data were derived.
 LA0955
 LA0955_MARKER: DB = BENCH MARK DISK
 LA0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0955_STAMPING: L 216 1947
 LA0955_MARK LOGO: CGS
 LA0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0955+STABILITY: SURFACE MOTION
 LA0955
 LA0955  HISTORY     - Date     Condition        Report By
 LA0955  HISTORY     - 1947     MONUMENTED       CGS
 LA0955  HISTORY     - 1968     GOOD             CGS
 LA0955
 LA0955                          STATION DESCRIPTION
 LA0955
 LA0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0955'1.8 MI W FROM PONETO.
 LA0955'1.85 MILES WEST ALONG S.R. 218 (FORMERLY 118) FROM THE CROSSING
 LA0955'OF THE NEW YORK, CHI. AND ST. LOUIS RR AT PONETO, AT A GRAVEL
 LA0955'CROSSROAD, (200 WEST) ABOUT 0.15 MILE EAST OF A CHURCH ON THE
 LA0955'NORTH SIDE OF THE HIGHWAY, 28 FT. WEST OF THE C/L OF THE
 LA0955'CROSSROAD, 41 FT. SOUTH OF THE C/L OF THE HIGHWAY, 7.5 FT. WEST
 LA0955'OF PWP 3124, 6.0 FT. WEST OF A FENCE CORNER, 1.5 FT. NORTH OF
 LA0955'THE FENCE LINE, 1 FT. EAST OF A STEEL WITNESS POST, ABOUT LEVEL
 LA0955'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0955'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1234 ***********************************************************************
 LA1234  DESIGNATION -  L 217
 LA1234  PID         -  LA1234
 LA1234  STATE/COUNTY-  IN/DELAWARE
 LA1234  COUNTRY     -  US
 LA1234  USGS QUAD   -  WHEELING (2019)
 LA1234
 LA1234                         *CURRENT SURVEY CONTROL
 LA1234  ______________________________________________________________________
 LA1234* NAD 83(1986) POSITION- 40 21 50.     (N) 085 27 40.     (W)   SCALED
 LA1234* NAVD 88 ORTHO HEIGHT -   268.402 (meters)      880.58  (feet) ADJUSTED
 LA1234  ______________________________________________________________________
 LA1234  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 LA1234  DYNAMIC HEIGHT  -        268.264 (meters)      880.13  (feet) COMP
 LA1234  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 LA1234
 LA1234  VERT ORDER      -  SECOND    CLASS 0
 LA1234
 LA1234.The horizontal coordinates were scaled from a map and have
 LA1234.an estimated accuracy of +/- 6 seconds.
 LA1234
 LA1234.The orthometric height was determined by differential leveling and
 LA1234.adjusted by the NATIONAL GEODETIC SURVEY
 LA1234.in June 1991.
 LA1234
 LA1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1234.GEOID18 height accuracy estimate available here.
 LA1234
 LA1234.Click photographs - Photos may exist for this station.
 LA1234
 LA1234.The dynamic height is computed by dividing the NAVD 88
 LA1234.geopotential number by the normal gravity value computed on the
 LA1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1234.degrees latitude (g = 980.6199 gals.).
 LA1234
 LA1234.The modeled gravity was interpolated from observed gravity values.
 LA1234
 LA1234;                    North         East    Units  Estimated Accuracy
 LA1234;SPC IN E     -   567,940.      117,460.      MT  (+/- 180 meters Scaled)
 LA1234
 LA1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK306692(NAD 83)
 LA1234
 LA1234                          SUPERSEDED SURVEY CONTROL
 LA1234
 LA1234  NGVD 29 (??/??/92)  268.540  (m)          881.04   (f) ADJ UNCH    2 0
 LA1234
 LA1234.Superseded values are not recommended for survey control.
 LA1234
 LA1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1234.See file dsdata.pdf to determine how the superseded data were derived.
 LA1234
 LA1234_MARKER: DB = BENCH MARK DISK
 LA1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1234_STAMPING: L 217 1947
 LA1234_MARK LOGO: CGS
 LA1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1234+STABILITY: SURFACE MOTION
 LA1234
 LA1234  HISTORY     - Date     Condition        Report By
 LA1234  HISTORY     - 1947     MONUMENTED       CGS
 LA1234
 LA1234                          STATION DESCRIPTION
 LA1234
 LA1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1234'AT WHEELING.
 LA1234'AT WHEELING, ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD FROM
 LA1234'ITS JUNCTION WITH U.S. HIGHWAY 35, 125 FEET EAST-SOUTHEAST OF THE
 LA1234'SOUTHEAST CORNER OF AN OLD BRICK SCHOOL, 45.5 FEET EAST OF
 LA1234'TELEPHONE POLE NO. 9, 24 FEET NORTH OF THE CENTER LINE OF THE
 LA1234'BLACK TOP ROAD, 72 FEET WEST OF TELEPHONE POLE NO. 8, 1 FOOT
 LA1234'SOUTH OF A T FENCE CORNER POST AND IN LINE WITH THE FENCE NORTH,
 LA1234'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 LA1234'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1234'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1518 ***********************************************************************
 LA1518  DESIGNATION -  L 218
 LA1518  PID         -  LA1518
 LA1518  STATE/COUNTY-  IN/MADISON
 LA1518  COUNTRY     -  US
 LA1518  USGS QUAD   -  GILMAN (2019)
 LA1518
 LA1518                         *CURRENT SURVEY CONTROL
 LA1518  ______________________________________________________________________
 LA1518* NAD 83(1986) POSITION- 40 12 26.     (N) 085 34 32.     (W)   SCALED
 LA1518* NAVD 88 ORTHO HEIGHT -   264.794 (meters)      868.75  (feet) ADJUSTED
 LA1518  ______________________________________________________________________
 LA1518  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 LA1518  DYNAMIC HEIGHT  -        264.654 (meters)      868.29  (feet) COMP
 LA1518  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 LA1518
 LA1518  VERT ORDER      -  SECOND    CLASS 0
 LA1518
 LA1518.The horizontal coordinates were scaled from a map and have
 LA1518.an estimated accuracy of +/- 6 seconds.
 LA1518
 LA1518.The orthometric height was determined by differential leveling and
 LA1518.adjusted by the NATIONAL GEODETIC SURVEY
 LA1518.in June 1991.
 LA1518
 LA1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1518.GEOID18 height accuracy estimate available here.
 LA1518
 LA1518.Click photographs - Photos may exist for this station.
 LA1518
 LA1518.The dynamic height is computed by dividing the NAVD 88
 LA1518.geopotential number by the normal gravity value computed on the
 LA1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1518.degrees latitude (g = 980.6199 gals.).
 LA1518
 LA1518.The modeled gravity was interpolated from observed gravity values.
 LA1518
 LA1518;                    North         East    Units  Estimated Accuracy
 LA1518;SPC IN E     -   550,530.      107,760.      MT  (+/- 180 meters Scaled)
 LA1518
 LA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212517(NAD 83)
 LA1518
 LA1518                          SUPERSEDED SURVEY CONTROL
 LA1518
 LA1518  NGVD 29 (??/??/92)  264.936  (m)          869.21   (f) ADJ UNCH    2 0
 LA1518
 LA1518.Superseded values are not recommended for survey control.
 LA1518
 LA1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1518.See file dsdata.pdf to determine how the superseded data were derived.
 LA1518
 LA1518_MARKER: DB = BENCH MARK DISK
 LA1518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1518_SP_SET: CULVERT HEADWALL
 LA1518_STAMPING: L 218 1947
 LA1518_MARK LOGO: CGS
 LA1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1518+STABILITY: SURFACE MOTION
 LA1518
 LA1518  HISTORY     - Date     Condition        Report By
 LA1518  HISTORY     - 1947     MONUMENTED       CGS
 LA1518
 LA1518                          STATION DESCRIPTION
 LA1518
 LA1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1518'1.8 MI S FROM GILMAN.
 LA1518'ABOUT 1.8 MILES SOUTH ALONG THE DELAWARE-MADISON COUNTY LINE
 LA1518'ROAD FROM THE CROSSROADS AT GILMAN, SET IN THE TOP OF THE
 LA1518'NORTH END OF THE WEST CONCRETE HEAD WALL OF A 4-FOOT CONCRETE
 LA1518'ARCH CULVERT, 34.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LA1518'WOODEN DECK STEEL BRIDGE OVER BIG KILBUCK CREEK, 13.5 FEET
 LA1518'WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD AND IN LINE
 LA1518'WITH THE CENTER OF A ROAD LEADING EAST, AND ABOUT 1 FOOT BELOW
 LA1518'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1217 ***********************************************************************
 LA1217  DESIGNATION -  L 219
 LA1217  PID         -  LA1217
 LA1217  STATE/COUNTY-  IN/DELAWARE
 LA1217  COUNTRY     -  US
 LA1217  USGS QUAD   -  MUNCIE WEST (2019)
 LA1217
 LA1217                         *CURRENT SURVEY CONTROL
 LA1217  ______________________________________________________________________
 LA1217* NAD 83(1986) POSITION- 40 12 18.     (N) 085 23 40.     (W)   SCALED
 LA1217* NAVD 88 ORTHO HEIGHT -   288.139 (meters)      945.34  (feet) ADJUSTED
 LA1217  ______________________________________________________________________
 LA1217  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 LA1217  DYNAMIC HEIGHT  -        287.986 (meters)      944.83  (feet) COMP
 LA1217  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 LA1217
 LA1217  VERT ORDER      -  SECOND    CLASS 0
 LA1217
 LA1217.The horizontal coordinates were scaled from a map and have
 LA1217.an estimated accuracy of +/- 6 seconds.
 LA1217
 LA1217.The orthometric height was determined by differential leveling and
 LA1217.adjusted by the NATIONAL GEODETIC SURVEY
 LA1217.in June 1991.
 LA1217
 LA1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1217.GEOID18 height accuracy estimate available here.
 LA1217
 LA1217.Click photographs - Photos may exist for this station.
 LA1217
 LA1217.The dynamic height is computed by dividing the NAVD 88
 LA1217.geopotential number by the normal gravity value computed on the
 LA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1217.degrees latitude (g = 980.6199 gals.).
 LA1217
 LA1217.The modeled gravity was interpolated from observed gravity values.
 LA1217
 LA1217;                    North         East    Units  Estimated Accuracy
 LA1217;SPC IN E     -   550,320.      123,180.      MT  (+/- 180 meters Scaled)
 LA1217
 LA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK366517(NAD 83)
 LA1217
 LA1217                          SUPERSEDED SURVEY CONTROL
 LA1217
 LA1217  NGVD 29 (??/??/92)  288.275  (m)          945.78   (f) ADJ UNCH    2 0
 LA1217
 LA1217.Superseded values are not recommended for survey control.
 LA1217
 LA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1217.See file dsdata.pdf to determine how the superseded data were derived.
 LA1217
 LA1217_MARKER: DB = BENCH MARK DISK
 LA1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1217_STAMPING: L 219 1947
 LA1217_MARK LOGO: CGS
 LA1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1217+STABILITY: SURFACE MOTION
 LA1217
 LA1217  HISTORY     - Date     Condition        Report By
 LA1217  HISTORY     - 1947     MONUMENTED       CGS
 LA1217  HISTORY     - 1952     MARK NOT FOUND   CGS
 LA1217
 LA1217                          STATION DESCRIPTION
 LA1217
 LA1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1217'AT MUNCIE.
 LA1217'AT MUNCIE, ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM
 LA1217'THE COURT HOUSE, AT THE JUNCTION OF EAST HIGHLAND AVE., AT THE
 LA1217'SOUTH ENTRANCE TO THE FAIR GROUNDS, 32 FEET NORTH OF THE CENTER
 LA1217'LINE OF EAST HIGHLANDS AVE., 70 FEET EAST-NORTHEAST OF THE CENTER
 LA1217'LINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE
 LA1217'DRIVE TO THE FAIR GROUNDS, 12 FEET NORTH OF A FENCE CORNER, 8.5
 LA1217'FEET EAST OF A LIGHT POLE, 2.5 FEET WEST OF THE FENCE LINE, 8.0
 LA1217'FEET SOUTH OF THE SOUTHEAST CORNER OF THE TICKET OFFICE, 1 FOOT
 LA1217'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE STREET
 LA1217'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1217'NOTE-- IT IS BELIEVED TO BE UNDER A HARD-SURFACED ROAD, OR TO
 LA1217'HAVE BEEN DESTROYED WHEN THE ROAD WAS BUILT.
 LA1217
 LA1217                          STATION RECOVERY (1952)
 LA1217
 LA1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 LA1217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0691 ***********************************************************************
 MD0691  DESIGNATION -  L 22
 MD0691  PID         -  MD0691
 MD0691  STATE/COUNTY-  IN/DE KALB
 MD0691  COUNTRY     -  US
 MD0691  USGS QUAD   -  AUBURN (2019)
 MD0691
 MD0691                         *CURRENT SURVEY CONTROL
 MD0691  ______________________________________________________________________
 MD0691* NAD 83(1986) POSITION- 41 22 00.     (N) 085 03 49.     (W)   SCALED
 MD0691* NAVD 88 ORTHO HEIGHT -   264.733 (meters)      868.54  (feet) ADJUSTED
 MD0691  ______________________________________________________________________
 MD0691  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 MD0691  DYNAMIC HEIGHT  -        264.627 (meters)      868.20  (feet) COMP
 MD0691  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 MD0691
 MD0691  VERT ORDER      -  SECOND    CLASS 0
 MD0691
 MD0691.The horizontal coordinates were scaled from a map and have
 MD0691.an estimated accuracy of +/- 6 seconds.
 MD0691
 MD0691.The orthometric height was determined by differential leveling and
 MD0691.adjusted by the NATIONAL GEODETIC SURVEY
 MD0691.in June 1991.
 MD0691
 MD0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0691.GEOID18 height accuracy estimate available here.
 MD0691
 MD0691.Click photographs - Photos may exist for this station.
 MD0691
 MD0691.The dynamic height is computed by dividing the NAVD 88
 MD0691.geopotential number by the normal gravity value computed on the
 MD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0691.degrees latitude (g = 980.6199 gals.).
 MD0691
 MD0691.The modeled gravity was interpolated from observed gravity values.
 MD0691
 MD0691;                    North         East    Units  Estimated Accuracy
 MD0691;SPC IN E     -   679,450.      150,450.      MT  (+/- 180 meters Scaled)
 MD0691
 MD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL619812(NAD 83)
 MD0691
 MD0691                          SUPERSEDED SURVEY CONTROL
 MD0691
 MD0691  NGVD 29 (??/??/92)  264.881  (m)          869.03   (f) ADJ UNCH    2 0
 MD0691
 MD0691.Superseded values are not recommended for survey control.
 MD0691
 MD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0691.See file dsdata.pdf to determine how the superseded data were derived.
 MD0691
 MD0691_MARKER: DB = BENCH MARK DISK
 MD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0691_STAMPING: L 22 1934
 MD0691_MARK LOGO: CGS
 MD0691_PROJECTION: FLUSH
 MD0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0691+STABILITY: SURFACE MOTION
 MD0691
 MD0691  HISTORY     - Date     Condition        Report By
 MD0691  HISTORY     - 1934     MONUMENTED       CGS
 MD0691  HISTORY     - 1961     GOOD             CGS
 MD0691  HISTORY     - 20080128 MARK NOT FOUND   INDOT
 MD0691  HISTORY     - 20080924 MARK NOT FOUND   INDIV
 MD0691
 MD0691                          STATION DESCRIPTION
 MD0691
 MD0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0691'0.4 MI W FROM AUBURN.
 MD0691'ABOUT 0.4 MILE W ALONG W. SEVENTH STREET (NO. 8 INDIANA HWY.,)
 MD0691'FROM THE NW CORNER OF THE COURTHOUSE SQUARE IN AUBURN, AT THE
 MD0691'SITE OF THE OLD NOW-REMOVED RAILROAD STATION OF THE FORT
 MD0691'WAYNE-JACKSON (MICHIGAN) BRANCH OF THE NEW YORK CENTRAL RAILROAD,
 MD0691'36 FEET S OF CENTER LINE OR 18 FEET S OF THE LINE OF THE S CURB
 MD0691'OF SAID STREET, 23.7 FEET ESE OF ESE RAIL OF THE MAIN LINE, 0.2
 MD0691'FOOT HIGHER THAN TOP OF SAME, FLUSH WITH THE GROUND, 15.4 FEET
 MD0691'W OF NW CORNER OF WOVEN STEEL FENCE, 7.3 FEET SSW OF PROJECTED
 MD0691'LINE OF THE FENCE FROM ESE.
 MD0691
 MD0691                          STATION RECOVERY (2008)
 MD0691
 MD0691'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (JBS)
 MD0691'MARK NOT FOUND.  DESCRIPTION IS ADEQUATE.
 MD0691'SUSPECT ROAD CONSTRUCTION HAS CAUSED DESTRUCTION.
 MD0691
 MD0691                          STATION RECOVERY (2008)
 MD0691
 MD0691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DAB)
 MD0691'THIS BENCHMARK HAD BEEN RECOVERED AND USED PREVIOUSLY. APPARENTLY
 MD0691'DESTROYED DURING CONSTRUCTION OF CARWASH NOW AT THE SITE.  CONCRETE
 MD0691'REMNANTS FOUND 1.5FT BELOW GRADE, ALSO 1.5FT BELOW PREVIOUS LOCATION
 MD0691'OF DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1250 ***********************************************************************
 LA1250  DESIGNATION -  L 220
 LA1250  PID         -  LA1250
 LA1250  STATE/COUNTY-  IN/DELAWARE
 LA1250  COUNTRY     -  US
 LA1250  USGS QUAD   -  EATON (2019)
 LA1250
 LA1250                         *CURRENT SURVEY CONTROL
 LA1250  ______________________________________________________________________
 LA1250* NAD 83(1986) POSITION- 40 21 44.     (N) 085 16 37.     (W)   SCALED
 LA1250* NAVD 88 ORTHO HEIGHT -   279.516 (meters)      917.05  (feet) ADJUSTED
 LA1250  ______________________________________________________________________
 LA1250  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 LA1250  DYNAMIC HEIGHT  -        279.372 (meters)      916.57  (feet) COMP
 LA1250  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 LA1250
 LA1250  VERT ORDER      -  SECOND    CLASS 0
 LA1250
 LA1250.The horizontal coordinates were scaled from a map and have
 LA1250.an estimated accuracy of +/- 6 seconds.
 LA1250
 LA1250.The orthometric height was determined by differential leveling and
 LA1250.adjusted by the NATIONAL GEODETIC SURVEY
 LA1250.in June 1991.
 LA1250
 LA1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1250.GEOID18 height accuracy estimate available here.
 LA1250
 LA1250.Click photographs - Photos may exist for this station.
 LA1250
 LA1250.The dynamic height is computed by dividing the NAVD 88
 LA1250.geopotential number by the normal gravity value computed on the
 LA1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1250.degrees latitude (g = 980.6199 gals.).
 LA1250
 LA1250.The modeled gravity was interpolated from observed gravity values.
 LA1250
 LA1250;                    North         East    Units  Estimated Accuracy
 LA1250;SPC IN E     -   567,810.      133,100.      MT  (+/- 180 meters Scaled)
 LA1250
 LA1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK463693(NAD 83)
 LA1250
 LA1250                          SUPERSEDED SURVEY CONTROL
 LA1250
 LA1250  NGVD 29 (??/??/92)  279.651  (m)          917.49   (f) ADJ UNCH    2 0
 LA1250
 LA1250.Superseded values are not recommended for survey control.
 LA1250
 LA1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1250.See file dsdata.pdf to determine how the superseded data were derived.
 LA1250
 LA1250_MARKER: DB = BENCH MARK DISK
 LA1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1250_STAMPING: L 220 1947
 LA1250_MARK LOGO: CGS
 LA1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1250+STABILITY: SURFACE MOTION
 LA1250
 LA1250  HISTORY     - Date     Condition        Report By
 LA1250  HISTORY     - 1947     MONUMENTED       CGS
 LA1250
 LA1250                          STATION DESCRIPTION
 LA1250
 LA1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1250'2.8 MI S FROM MILGROVE.
 LA1250'ABOUT 2.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1250'MILGROVE, ABOUT 0.95 MILE SOUTH OF THE BLACKFORD-DELAWARE
 LA1250'COUNTY LINE, AT THE JUNCTION OF AN EAST-WEST BLACK TOP ROAD, 22
 LA1250'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 30 FEET
 LA1250'EAST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH, 12 FEET EAST
 LA1250'OF A 2-FOOT SQUARE BRICK FENCE CORNER POST, 1 FOOT SOUTH OF THE
 LA1250'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA1250'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1250'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0552 ***********************************************************************
 MD0552  DESIGNATION -  L 221
 MD0552  PID         -  MD0552
 MD0552  STATE/COUNTY-  IN/ALLEN
 MD0552  COUNTRY     -  US
 MD0552  USGS QUAD   -  MAPLES (2019)
 MD0552
 MD0552                         *CURRENT SURVEY CONTROL
 MD0552  ______________________________________________________________________
 MD0552* NAD 83(1986) POSITION- 41 02 06.4    (N) 084 58 12.7    (W)   HD_HELD2
 MD0552* NAVD 88 ORTHO HEIGHT -   241.035 (meters)      790.80  (feet) ADJUSTED
 MD0552  ______________________________________________________________________
 MD0552  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 MD0552  DYNAMIC HEIGHT  -        240.937 (meters)      790.47  (feet) COMP
 MD0552  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 MD0552
 MD0552  VERT ORDER      -  SECOND    CLASS 0
 MD0552
 MD0552.The horizontal coordinates were established by autonomous hand held GPS
 MD0552.observations and have an estimated accuracy of +/- 10 meters.
 MD0552
 MD0552.The orthometric height was determined by differential leveling and
 MD0552.adjusted by the NATIONAL GEODETIC SURVEY
 MD0552.in June 1991.
 MD0552
 MD0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0552.GEOID18 height accuracy estimate available here.
 MD0552
 MD0552.Click photographs - Photos may exist for this station.
 MD0552
 MD0552.The dynamic height is computed by dividing the NAVD 88
 MD0552.geopotential number by the normal gravity value computed on the
 MD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0552.degrees latitude (g = 980.6199 gals.).
 MD0552
 MD0552.The modeled gravity was interpolated from observed gravity values.
 MD0552
 MD0552;                    North         East    Units  Estimated Accuracy
 MD0552;SPC IN E     -   642,691.      158,565.      MT  (+/- 10 meters HH2 GPS)
 MD0552
 MD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7062444639(NAD 83)
 MD0552
 MD0552                          SUPERSEDED SURVEY CONTROL
 MD0552
 MD0552  NGVD 29 (??/??/92)  241.191  (m)          791.31   (f) ADJ UNCH    2 0
 MD0552
 MD0552.Superseded values are not recommended for survey control.
 MD0552
 MD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0552.See file dsdata.pdf to determine how the superseded data were derived.
 MD0552
 MD0552_MARKER: DB = BENCH MARK DISK
 MD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0552_STAMPING: L 221 1947
 MD0552_MARK LOGO: CGS
 MD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0552+STABILITY: SURFACE MOTION
 MD0552
 MD0552  HISTORY     - Date     Condition        Report By
 MD0552  HISTORY     - 1947     MONUMENTED       CGS
 MD0552  HISTORY     - 1968     GOOD             INHD
 MD0552
 MD0552                          STATION DESCRIPTION
 MD0552
 MD0552'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0552'1.6 MI N FROM MAPLES.
 MD0552'ABOUT 1.6 MILES N ALONG ASPHALT FRANKE ROAD FROM ITS CROSSING
 MD0552'OF THE PENN. RAILROAD AT MAPLES, 63 FT. E OF CENTERLINE OF ROAD,
 MD0552'43.5 FT. E OF NO. 64/904 PWP, 26 FT. E. OF E. END OF CONCRETE
 MD0552'HEADWALL OF 12-INCH PIPE CULVERT, 18 FT. N OF CENTERLINE OF
 MD0552'PAULDING ROAD, 0.4 FT. HIGHER THAN SAME, 1 FT. S OF FENCE, 1.6
 MD0552'FT. W OF STEEL WITNESS POST, AND PROJECTING 0.3 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0560 ***********************************************************************
 MD0560  DESIGNATION -  L 222
 MD0560  PID         -  MD0560
 MD0560  STATE/COUNTY-  IN/ALLEN
 MD0560  COUNTRY     -  US
 MD0560  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0560
 MD0560                         *CURRENT SURVEY CONTROL
 MD0560  ______________________________________________________________________
 MD0560* NAD 83(1986) POSITION- 41 00 52.5    (N) 084 51 08.1    (W)   HD_HELD2
 MD0560* NAVD 88 ORTHO HEIGHT -   235.364 (meters)      772.19  (feet) ADJUSTED
 MD0560  ______________________________________________________________________
 MD0560  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 MD0560  DYNAMIC HEIGHT  -        235.266 (meters)      771.87  (feet) COMP
 MD0560  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 MD0560
 MD0560  VERT ORDER      -  SECOND    CLASS 0
 MD0560
 MD0560.The horizontal coordinates were established by autonomous hand held GPS
 MD0560.observations and have an estimated accuracy of +/- 10 meters.
 MD0560
 MD0560.The orthometric height was determined by differential leveling and
 MD0560.adjusted by the NATIONAL GEODETIC SURVEY
 MD0560.in June 1991.
 MD0560
 MD0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0560.GEOID18 height accuracy estimate available here.
 MD0560
 MD0560.Click photographs - Photos may exist for this station.
 MD0560
 MD0560.The dynamic height is computed by dividing the NAVD 88
 MD0560.geopotential number by the normal gravity value computed on the
 MD0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0560.degrees latitude (g = 980.6199 gals.).
 MD0560
 MD0560.The modeled gravity was interpolated from observed gravity values.
 MD0560
 MD0560;                    North         East    Units  Estimated Accuracy
 MD0560;SPC IN E     -   640,497.      168,504.      MT  (+/- 10 meters HH2 GPS)
 MD0560
 MD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8059542597(NAD 83)
 MD0560
 MD0560                          SUPERSEDED SURVEY CONTROL
 MD0560
 MD0560  NGVD 29 (??/??/92)  235.521  (m)          772.71   (f) ADJ UNCH    2 0
 MD0560
 MD0560.Superseded values are not recommended for survey control.
 MD0560
 MD0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0560.See file dsdata.pdf to determine how the superseded data were derived.
 MD0560
 MD0560_MARKER: DB = BENCH MARK DISK
 MD0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0560_SP_SET: ABUTMENT
 MD0560_STAMPING: L 222 1947
 MD0560_MARK LOGO: CGS
 MD0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0560
 MD0560  HISTORY     - Date     Condition        Report By
 MD0560  HISTORY     - 1947     MONUMENTED       CGS
 MD0560  HISTORY     - 1962     GOOD             CGS
 MD0560
 MD0560                          STATION DESCRIPTION
 MD0560
 MD0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0560'0.6 MI SE FROM TOWNLEY.
 MD0560'ABOUT 0.65 MILE SE ALONG NO. 30 U.S. HWY. FROM ITS INTERSECTION
 MD0560'WITH NO. 101 INDIANA HWY. AT TOWNLEY, IN THE TOP OF THE NE END
 MD0560'OF NW ABUTMENT OF THE NW WIDER MORE RECENTLY BUILT 35-FOOT
 MD0560'(THE OTHER IS ABOUT 75 FEET LONG) ONE OF TWO CONCRETE BRIDGES
 MD0560'OVER FLAT ROCK CREEK, 21 FEET NE OF CENTER LINE OF HWY., 0.6
 MD0560'FOOT HIGHER THAN SAME, AND 1.0 FEET NE OF THE CONCRETE BANISTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0695 ***********************************************************************
 LA0695  DESIGNATION -  L 223
 LA0695  PID         -  LA0695
 LA0695  STATE/COUNTY-  IN/ADAMS
 LA0695  COUNTRY     -  US
 LA0695  USGS QUAD   -  DIXON (2019)
 LA0695
 LA0695                         *CURRENT SURVEY CONTROL
 LA0695  ______________________________________________________________________
 LA0695* NAD 83(1986) POSITION- 40 52 39.     (N) 084 50 33.     (W)   SCALED
 LA0695* NAVD 88 ORTHO HEIGHT -   251.691 (meters)      825.76  (feet) ADJUSTED
 LA0695  ______________________________________________________________________
 LA0695  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 LA0695  DYNAMIC HEIGHT  -        251.583 (meters)      825.40  (feet) COMP
 LA0695  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 LA0695
 LA0695  VERT ORDER      -  SECOND    CLASS 0
 LA0695
 LA0695.The horizontal coordinates were scaled from a map and have
 LA0695.an estimated accuracy of +/- 6 seconds.
 LA0695
 LA0695.The orthometric height was determined by differential leveling and
 LA0695.adjusted by the NATIONAL GEODETIC SURVEY
 LA0695.in June 1991.
 LA0695
 LA0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0695.GEOID18 height accuracy estimate available here.
 LA0695
 LA0695.Click photographs - Photos may exist for this station.
 LA0695
 LA0695.The dynamic height is computed by dividing the NAVD 88
 LA0695.geopotential number by the normal gravity value computed on the
 LA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0695.degrees latitude (g = 980.6199 gals.).
 LA0695
 LA0695.The modeled gravity was interpolated from observed gravity values.
 LA0695
 LA0695;                    North         East    Units  Estimated Accuracy
 LA0695;SPC IN E     -   625,280.      169,470.      MT  (+/- 180 meters Scaled)
 LA0695
 LA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL817273(NAD 83)
 LA0695
 LA0695                          SUPERSEDED SURVEY CONTROL
 LA0695
 LA0695  NGVD 29 (??/??/92)  251.846  (m)          826.26   (f) ADJ UNCH    2 0
 LA0695
 LA0695.Superseded values are not recommended for survey control.
 LA0695
 LA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0695.See file dsdata.pdf to determine how the superseded data were derived.
 LA0695
 LA0695_MARKER: DB = BENCH MARK DISK
 LA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0695_STAMPING: L 223 1947
 LA0695_MARK LOGO: CGS
 LA0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0695+STABILITY: SURFACE MOTION
 LA0695
 LA0695  HISTORY     - Date     Condition        Report By
 LA0695  HISTORY     - 1947     MONUMENTED       CGS
 LA0695
 LA0695                          STATION DESCRIPTION
 LA0695
 LA0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0695'9.7 MI NE FROM DECATUR.
 LA0695'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0695'OF THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 5.95 MILES EAST ALONG
 LA0695'A GRAVEL ROAD, ABOUT 2.15 MILES WEST OF THE OHIO-INDIANA STATE LINE,
 LA0695'AT A GRAVEL CROSS ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LA0695'45 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 26 FEET EAST
 LA0695'OF THE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2.9 FEET EAST
 LA0695'OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA0695'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0695'PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 0.5 MILE NORTH ALONG A
 LA0695'GRAVEL ROAD FROM THE BLEAKE LUTHERAN CHURCH AND SCHOOL.  NOTE--
 LA0695'MARK MAY BE REACHED FROM THE POST OFFICE AT MONROEVILLE, ALLEN
 LA0695'COUNTY BY GOING ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 101,
 LA0695'THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0845 ***********************************************************************
 LA0845  DESIGNATION -  L 224
 LA0845  PID         -  LA0845
 LA0845  STATE/COUNTY-  IN/ADAMS
 LA0845  COUNTRY     -  US
 LA0845  USGS QUAD   -  LINN GROVE (2019)
 LA0845
 LA0845                         *CURRENT SURVEY CONTROL
 LA0845  ______________________________________________________________________
 LA0845* NAD 83(1986) POSITION- 40 44 35.     (N) 085 04 13.     (W)   SCALED
 LA0845* NAVD 88 ORTHO HEIGHT -   262.346 (meters)      860.71  (feet) ADJUSTED
 LA0845  ______________________________________________________________________
 LA0845  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 LA0845  DYNAMIC HEIGHT  -        262.223 (meters)      860.31  (feet) COMP
 LA0845  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 LA0845
 LA0845  VERT ORDER      -  SECOND    CLASS 0
 LA0845
 LA0845.The horizontal coordinates were scaled from a map and have
 LA0845.an estimated accuracy of +/- 6 seconds.
 LA0845
 LA0845.The orthometric height was determined by differential leveling and
 LA0845.adjusted by the NATIONAL GEODETIC SURVEY
 LA0845.in June 1991.
 LA0845
 LA0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0845.GEOID18 height accuracy estimate available here.
 LA0845
 LA0845.Click photographs - Photos may exist for this station.
 LA0845
 LA0845.The dynamic height is computed by dividing the NAVD 88
 LA0845.geopotential number by the normal gravity value computed on the
 LA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0845.degrees latitude (g = 980.6199 gals.).
 LA0845
 LA0845.The modeled gravity was interpolated from observed gravity values.
 LA0845
 LA0845;                    North         East    Units  Estimated Accuracy
 LA0845;SPC IN E     -   610,200.      150,370.      MT  (+/- 180 meters Scaled)
 LA0845
 LA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL629120(NAD 83)
 LA0845
 LA0845                          SUPERSEDED SURVEY CONTROL
 LA0845
 LA0845  NGVD 29 (??/??/92)  262.490  (m)          861.19   (f) ADJ UNCH    2 0
 LA0845
 LA0845.Superseded values are not recommended for survey control.
 LA0845
 LA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0845.See file dsdata.pdf to determine how the superseded data were derived.
 LA0845
 LA0845_MARKER: DB = BENCH MARK DISK
 LA0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0845_SP_SET: BRIDGE
 LA0845_STAMPING: L 224 1947
 LA0845_MARK LOGO: CGS
 LA0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0845
 LA0845  HISTORY     - Date     Condition        Report By
 LA0845  HISTORY     - 1947     MONUMENTED       CGS
 LA0845
 LA0845                          STATION DESCRIPTION
 LA0845
 LA0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0845'5.4 MI E FROM BLUFFTON.
 LA0845'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0845'WITH STATE HIGHWAY 1 AT BLUFFTON, ABOUT 1.0 MILE EAST OF THE
 LA0845'INTERSECTION OF STATE HIGHWAY 301, AT THE ADAMS-WELLS COUNTY
 LA0845'LINE, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 LA0845'EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, SET IN
 LA0845'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF AN 18-FOOT
 LA0845'CONCRETE BRIDGE ACROSS A DITCH ON THE ROAD SOUTH AND ABOUT 1.5
 LA0845'FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0839 ***********************************************************************
 LA0839  DESIGNATION -  L 225
 LA0839  PID         -  LA0839
 LA0839  STATE/COUNTY-  IN/ADAMS
 LA0839  COUNTRY     -  US
 LA0839  USGS QUAD   -  LINN GROVE (2019)
 LA0839
 LA0839                         *CURRENT SURVEY CONTROL
 LA0839  ______________________________________________________________________
 LA0839* NAD 83(1986) POSITION- 40 39 22.     (N) 085 00 47.     (W)   SCALED
 LA0839* NAVD 88 ORTHO HEIGHT -   255.801 (meters)      839.24  (feet) ADJUSTED
 LA0839  ______________________________________________________________________
 LA0839  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 LA0839  DYNAMIC HEIGHT  -        255.679 (meters)      838.84  (feet) COMP
 LA0839  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LA0839
 LA0839  VERT ORDER      -  SECOND    CLASS 0
 LA0839
 LA0839.The horizontal coordinates were scaled from a map and have
 LA0839.an estimated accuracy of +/- 6 seconds.
 LA0839
 LA0839.The orthometric height was determined by differential leveling and
 LA0839.adjusted by the NATIONAL GEODETIC SURVEY
 LA0839.in June 1991.
 LA0839
 LA0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0839.GEOID18 height accuracy estimate available here.
 LA0839
 LA0839.Click photographs - Photos may exist for this station.
 LA0839
 LA0839.The dynamic height is computed by dividing the NAVD 88
 LA0839.geopotential number by the normal gravity value computed on the
 LA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0839.degrees latitude (g = 980.6199 gals.).
 LA0839
 LA0839.The modeled gravity was interpolated from observed gravity values.
 LA0839
 LA0839;                    North         East    Units  Estimated Accuracy
 LA0839;SPC IN E     -   600,580.      155,280.      MT  (+/- 180 meters Scaled)
 LA0839
 LA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL679024(NAD 83)
 LA0839
 LA0839                          SUPERSEDED SURVEY CONTROL
 LA0839
 LA0839  NGVD 29 (??/??/92)  255.947  (m)          839.72   (f) ADJ UNCH    2 0
 LA0839
 LA0839.Superseded values are not recommended for survey control.
 LA0839
 LA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0839.See file dsdata.pdf to determine how the superseded data were derived.
 LA0839
 LA0839_MARKER: DB = BENCH MARK DISK
 LA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0839_STAMPING: L 225 1947
 LA0839_MARK LOGO: CGS
 LA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0839+STABILITY: SURFACE MOTION
 LA0839
 LA0839  HISTORY     - Date     Condition        Report By
 LA0839  HISTORY     - 1947     MONUMENTED       CGS
 LA0839
 LA0839                          STATION DESCRIPTION
 LA0839
 LA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0839'3 MI W FROM BERNE.
 LA0839'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 118 FROM THE
 LA0839'INTERSECTION OF U.S. HIGHWAY 27 AT BERNE, ABOUT 1.0 MILE EAST OF
 LA0839'THE EAST END OF THE HIGHWAY BRIDGE OVER THE WABASH RIVER, ABOUT
 LA0839'0.3 MILE EAST OF WEST MISSIONARY CHURCH, AT A JOGGED CROSS ROAD,
 LA0839'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 LA0839'THE CENTER LINE OF THE BLACK TOP ROAD LEADING SOUTH, 21.5 FEET
 LA0839'EAST OF POWER POLE NO. 34043, 19.5 FEET EAST OF A FENCE CORNER
 LA0839'POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 LA0839'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0839'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0366 ***********************************************************************
 LA0366  DESIGNATION -  L 226
 LA0366  PID         -  LA0366
 LA0366  STATE/COUNTY-  IN/JAY
 LA0366  COUNTRY     -  US
 LA0366  USGS QUAD   -  PORTLAND (2019)
 LA0366
 LA0366                         *CURRENT SURVEY CONTROL
 LA0366  ______________________________________________________________________
 LA0366* NAD 83(1986) POSITION- 40 28 57.     (N) 084 58 48.     (W)   SCALED
 LA0366* NAVD 88 ORTHO HEIGHT -   282.916 (meters)      928.20  (feet) ADJUSTED
 LA0366  ______________________________________________________________________
 LA0366  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA0366  DYNAMIC HEIGHT  -        282.777 (meters)      927.74  (feet) COMP
 LA0366  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 LA0366
 LA0366  VERT ORDER      -  SECOND    CLASS 0
 LA0366
 LA0366.The horizontal coordinates were scaled from a map and have
 LA0366.an estimated accuracy of +/- 6 seconds.
 LA0366
 LA0366.The orthometric height was determined by differential leveling and
 LA0366.adjusted by the NATIONAL GEODETIC SURVEY
 LA0366.in June 1991.
 LA0366
 LA0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0366.GEOID18 height accuracy estimate available here.
 LA0366
 LA0366.Click photographs - Photos may exist for this station.
 LA0366
 LA0366.The dynamic height is computed by dividing the NAVD 88
 LA0366.geopotential number by the normal gravity value computed on the
 LA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0366.degrees latitude (g = 980.6199 gals.).
 LA0366
 LA0366.The modeled gravity was interpolated from observed gravity values.
 LA0366
 LA0366;                    North         East    Units  Estimated Accuracy
 LA0366;SPC IN E     -   581,320.      158,220.      MT  (+/- 180 meters Scaled)
 LA0366
 LA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712832(NAD 83)
 LA0366
 LA0366                          SUPERSEDED SURVEY CONTROL
 LA0366
 LA0366  NGVD 29 (??/??/92)  283.063  (m)          928.68   (f) ADJ UNCH    2 0
 LA0366
 LA0366.Superseded values are not recommended for survey control.
 LA0366
 LA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0366.See file dsdata.pdf to determine how the superseded data were derived.
 LA0366
 LA0366_MARKER: DB = BENCH MARK DISK
 LA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0366_STAMPING: L 226 1947
 LA0366_MARK LOGO: CGS
 LA0366_PROJECTION: PROJECTING 5 CENTIMETERS
 LA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0366+STABILITY: SURFACE MOTION
 LA0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0366+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2009
 LA0366
 LA0366  HISTORY     - Date     Condition        Report By
 LA0366  HISTORY     - 1947     MONUMENTED       CGS
 LA0366  HISTORY     - 20091221 GOOD             INDIV
 LA0366
 LA0366                          STATION DESCRIPTION
 LA0366
 LA0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0366'3.4 MI N FROM PORTLAND.
 LA0366'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0366'AT PORTLAND, AT THE INTERSECTION OF STATE HIGHWAY 22, AND IN THE
 LA0366'NORTHWEST CORNER OF THE CHURCH YARD OF THE PLEASANT RIDGE
 LA0366'METHODIST CHURCH, 150 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0366'27 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 22, 60 FEET NORTHWEST
 LA0366'OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 5 FEET SOUTHEAST
 LA0366'OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0366'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0366'POST PROJECTING 2 INCHES.
 LA0366
 LA0366                          STATION RECOVERY (2009)
 LA0366
 LA0366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LA0366'MONUMENT WAS LOCATED BY DUAL VECTOR RTK FROM THE JAYC BASE OF THE
 LA0366'MWRTK VRS NETWORK.  THE LAT AND LONG OF SAID MONUMENT IS 40
 LA0366'28'57.83106N, 84 58'47.82522W.  THESE VALUES ARE GIVEN ONLY TO HELP IN
 LA0366'THE FUTURE RECOVERY OF THIS MONUMENT AND IN NO WAY REPRESENTS
 LA0366'PUBLISHED HORIZONTAL VALUES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0533 ***********************************************************************
 LA0533  CBN         -  This is a Cooperative Base Network Control Station.
 LA0533  DESIGNATION -  L 227 RESET
 LA0533  PID         -  LA0533
 LA0533  STATE/COUNTY-  IN/JAY
 LA0533  COUNTRY     -  US
 LA0533  USGS QUAD   -  GENEVA (2019)
 LA0533
 LA0533                         *CURRENT SURVEY CONTROL
 LA0533  ______________________________________________________________________
 LA0533* NAD 83(2011) POSITION- 40 32 29.00171(N) 084 55 48.50179(W)   ADJUSTED
 LA0533* NAD 83(2011) ELLIP HT-   226.945 (meters)        (06/27/12)   ADJUSTED
 LA0533* NAD 83(2011) EPOCH   -  2010.00
 LA0533* NAVD 88 ORTHO HEIGHT -   260.53  (meters)      854.8   (feet) RESET
 LA0533  ______________________________________________________________________
 LA0533  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 LA0533  NAD 83(2011) X  -    428,951.499 (meters)                     COMP
 LA0533  NAD 83(2011) Y  - -4,835,030.941 (meters)                     COMP
 LA0533  NAD 83(2011) Z  -  4,124,001.202 (meters)                     COMP
 LA0533  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 LA0533  VERT ORDER      -  THIRD
 LA0533
 LA0533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0533  Standards:
 LA0533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0533  -------------------------------------------------------------------
 LA0533  NETWORK    0.76   1.88           0.35   0.25   0.96     -0.08564342
 LA0533  -------------------------------------------------------------------
 LA0533  Click here for local accuracies and other accuracy information.
 LA0533
 LA0533.The horizontal coordinates were established by GPS observations
 LA0533.and adjusted by the National Geodetic Survey in June 2012.
 LA0533
 LA0533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0533.been affixed to the stable North American tectonic plate. See 
 LA0533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0533
 LA0533.The horizontal coordinates are valid at the epoch date displayed above
 LA0533.which is a decimal equivalence of Year/Month/Day.
 LA0533
 LA0533.The orthometric height was computed from unverified reset data.
 LA0533
 LA0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0533.GEOID18 height accuracy estimate available here.
 LA0533
 LA0533.Click photographs - Photos may exist for this station.
 LA0533
 LA0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0533
 LA0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0533
 LA0533.The ellipsoidal height was determined by GPS observations
 LA0533.and is referenced to NAD 83.
 LA0533
 LA0533. The following values were computed from the NAD 83(2011) position.
 LA0533
 LA0533;                    North         East     Units Scale Factor Converg.
 LA0533;SPC IN E     -   587,892.097   162,393.574   MT  1.00001457   +0 28 43.5
 LA0533;SPC IN E     - 1,928,775.99    532,786.25   sFT  1.00001457   +0 28 43.5
 LA0533;UTM  16      - 4,489,907.449   675,285.426   MT  0.99997821   +1 20 44.7
 LA0533
 LA0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0533!SPC IN E     -   0.99996440  x   1.00001457  =   0.99997897
 LA0533!UTM  16      -   0.99996440  x   0.99997821  =   0.99994261
 LA0533
 LA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7528589907(NAD 83)
 LA0533
 LA0533                          SUPERSEDED SURVEY CONTROL
 LA0533
 LA0533  NAD 83(2007)-  40 32 29.00193(N)    084 55 48.50240(W) AD(2002.00) 0
 LA0533  ELLIP H (02/10/07)  226.962  (m)                       GP(2002.00)    
 LA0533  NAD 83(1997)-  40 32 29.00188(N)    084 55 48.50214(W) AD(       ) B
 LA0533  ELLIP H (04/10/98)  226.982  (m)                       GP(       ) 4 1
 LA0533  NAD 83(1995)-  40 32 29.00120(N)    084 55 48.50498(W) AD(       ) 3
 LA0533  NAD 83(1986)-  40 32 29.00289(N)    084 55 48.51862(W) AD(       ) 3
 LA0533  NAD 27      -  40 32 28.84200(N)    084 55 48.63670(W) AD(       ) 3
 LA0533  NAVD 88 (10/27/10)  260.5    (m)  GEOID09  model used  GPS OBS        
 LA0533  NAVD 88 (04/10/98)  260.5    (m)  UNKNOWN  model used  GPS OBS        
 LA0533  NGVD 29 (??/??/??)  260.68   (m)          855.2    (f) RESET       3  
 LA0533  NGVD 29             260.68   (m)          855.2    (f) LEVELING    3  
 LA0533
 LA0533.Superseded values are not recommended for survey control.
 LA0533
 LA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0533.See file dsdata.pdf to determine how the superseded data were derived.
 LA0533
 LA0533_MARKER: DB = BENCH MARK DISK
 LA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0533_STAMPING: L 227 1947 RESET 1962
 LA0533_MARK LOGO: CGS
 LA0533_PROJECTION: PROJECTING 8 CENTIMETERS
 LA0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0533+STABILITY: SURFACE MOTION
 LA0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0533+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 LA0533
 LA0533  HISTORY     - Date     Condition        Report By
 LA0533  HISTORY     - 1962     MONUMENTED       CGS
 LA0533  HISTORY     - 19970812 GOOD             SEC
 LA0533  HISTORY     - 20091120 GOOD             WOOLPT
 LA0533  HISTORY     - 20191212 GOOD             WOOLPT
 LA0533
 LA0533                          STATION DESCRIPTION
 LA0533
 LA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA0533'2.3 MI NE FROM BRYANT.
 LA0533'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0533'CHURCH AT BRYANT, THENCE ABOUT 1.75 MILES EAST ALONG STATE
 LA0533'HIGHWAY 67, ABOUT 0.6 MILE WEST OF THE BRIDGE OVER LIMBERLOST
 LA0533'CREEK, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING
 LA0533'NORTH, 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 47
 LA0533'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 67, 1 FOOT SOUTHEAST OF
 LA0533'A POWER POLE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0533'3 INCHES.
 LA0533
 LA0533                          STATION RECOVERY (1997)
 LA0533
 LA0533'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA0533'THE STATION IS LOCATED 2.3 MILES (3.7 KM) NORTHEAST OF BRYANT, 1.7
 LA0533'MILES (2.7 KM) EAST OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 LA0533'HIGHWAY 67 AND 0.6 MILES (1.0 KM) WEST OF LIMBERLOST BRIDGE.  TO REACH
 LA0533'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 LA0533'67, GO EAST FOR 1.7 MILES (2.7 KM) TO THE STATION ON RIGHT.
 LA0533'OWNERSHIP--HARLEY CAMPBELL, CARBONDALE CO 81623, PHONE 970-963-1880.
 LA0533'THE STATION IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH GROUND. IT
 LA0533'IS 74.68 METERS (245.01 FT) WEST OF THE CENTERLINE OF GRAVEL DRIVE,
 LA0533'25.60 METERS (83.99 FT) NORTHWEST OF THE NORTHWEST CORNER OF BARN,
 LA0533'14.32 METERS (46.98 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67
 LA0533'AND 0.3 METERS (1.0 FT) EAST OF A POWER POLE.
 LA0533
 LA0533                          STATION RECOVERY (2009)
 LA0533
 LA0533'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 LA0533'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LA0533'
 LA0533'NOTE--THE DESCRIBED BARN IS NO LONGER STANDING.
 LA0533
 LA0533                          STATION RECOVERY (2019)
 LA0533
 LA0533'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (GS)
 LA0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0449 ***********************************************************************
 LA0449  DESIGNATION -  L 228
 LA0449  PID         -  LA0449
 LA0449  STATE/COUNTY-  IN/RANDOLPH
 LA0449  COUNTRY     -  US
 LA0449  USGS QUAD   -  SPARTANBURG (2019)
 LA0449
 LA0449                         *CURRENT SURVEY CONTROL
 LA0449  ______________________________________________________________________
 LA0449* NAD 83(1986) POSITION- 40 01 12.     (N) 084 49 46.     (W)   SCALED
 LA0449* NAVD 88 ORTHO HEIGHT -   371.455 (meters)     1218.68  (feet) ADJUSTED
 LA0449  ______________________________________________________________________
 LA0449  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0449  DYNAMIC HEIGHT  -        371.246 (meters)     1218.00  (feet) COMP
 LA0449  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 LA0449
 LA0449  VERT ORDER      -  SECOND    CLASS 0
 LA0449
 LA0449.The horizontal coordinates were scaled from a map and have
 LA0449.an estimated accuracy of +/- 6 seconds.
 LA0449
 LA0449.The orthometric height was determined by differential leveling and
 LA0449.adjusted by the NATIONAL GEODETIC SURVEY
 LA0449.in June 1991.
 LA0449
 LA0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0449.GEOID18 height accuracy estimate available here.
 LA0449
 LA0449.Click photographs - Photos may exist for this station.
 LA0449
 LA0449.The dynamic height is computed by dividing the NAVD 88
 LA0449.geopotential number by the normal gravity value computed on the
 LA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0449.degrees latitude (g = 980.6199 gals.).
 LA0449
 LA0449.The modeled gravity was interpolated from observed gravity values.
 LA0449
 LA0449;                    North         East    Units  Estimated Accuracy
 LA0449;SPC IN E     -   530,070.      171,470.      MT  (+/- 180 meters Scaled)
 LA0449
 LA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK852322(NAD 83)
 LA0449
 LA0449                          SUPERSEDED SURVEY CONTROL
 LA0449
 LA0449  NGVD 29 (??/??/92)  371.592  (m)         1219.13   (f) ADJ UNCH    2 0
 LA0449
 LA0449.Superseded values are not recommended for survey control.
 LA0449
 LA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0449.See file dsdata.pdf to determine how the superseded data were derived.
 LA0449
 LA0449_MARKER: DB = BENCH MARK DISK
 LA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0449_STAMPING: L 228 1947
 LA0449_MARK LOGO: CGS
 LA0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0449+STABILITY: SURFACE MOTION
 LA0449
 LA0449  HISTORY     - Date     Condition        Report By
 LA0449  HISTORY     - 1947     MONUMENTED       CGS
 LA0449  HISTORY     - 20030522 GOOD             GEOCAC
 LA0449
 LA0449                          STATION DESCRIPTION
 LA0449
 LA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0449'2.3 MI N FROM BETHEL.
 LA0449'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0449'AT BETHEL, ABOUT 1.0 MILE NORTH OF THE RANDOLPH-WAYNE COUNTY
 LA0449'LINE, 2.0 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 36,
 LA0449'AT A CROSS ROAD WITH A CHURCH IN THE NORTHEAST QUARTER, 50 FEET
 LA0449'WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE
 LA0449'CENTER LINE OF THE CROSS ROAD, 27.5 FEET WEST OF A CONCRETE
 LA0449'FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE, 2.5 FEET WEST OF
 LA0449'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE
 LA0449'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0449
 LA0449                          STATION RECOVERY (2003)
 LA0449
 LA0449'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0449'THE CHURCH IS GONE.  THE CROSS ROAD IS COUNTY ROAD 1000 SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0420 ***********************************************************************
 LA0420  DESIGNATION -  L 229
 LA0420  PID         -  LA0420
 LA0420  STATE/COUNTY-  IN/RANDOLPH
 LA0420  COUNTRY     -  US
 LA0420  USGS QUAD   -  LYNN (2019)
 LA0420
 LA0420                         *CURRENT SURVEY CONTROL
 LA0420  ______________________________________________________________________
 LA0420* NAD 83(1986) POSITION- 40 01 12.     (N) 084 59 48.     (W)   SCALED
 LA0420* NAVD 88 ORTHO HEIGHT -   366.050 (meters)     1200.95  (feet) ADJUSTED
 LA0420  ______________________________________________________________________
 LA0420  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 LA0420  DYNAMIC HEIGHT  -        365.846 (meters)     1200.28  (feet) COMP
 LA0420  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 LA0420
 LA0420  VERT ORDER      -  SECOND    CLASS 0
 LA0420
 LA0420.The horizontal coordinates were scaled from a map and have
 LA0420.an estimated accuracy of +/- 6 seconds.
 LA0420
 LA0420.The orthometric height was determined by differential leveling and
 LA0420.adjusted by the NATIONAL GEODETIC SURVEY
 LA0420.in June 1991.
 LA0420
 LA0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0420.GEOID18 height accuracy estimate available here.
 LA0420
 LA0420.Click photographs - Photos may exist for this station.
 LA0420
 LA0420.The dynamic height is computed by dividing the NAVD 88
 LA0420.geopotential number by the normal gravity value computed on the
 LA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0420.degrees latitude (g = 980.6199 gals.).
 LA0420
 LA0420.The modeled gravity was interpolated from observed gravity values.
 LA0420
 LA0420;                    North         East    Units  Estimated Accuracy
 LA0420;SPC IN E     -   529,950.      157,200.      MT  (+/- 180 meters Scaled)
 LA0420
 LA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK709318(NAD 83)
 LA0420
 LA0420                          SUPERSEDED SURVEY CONTROL
 LA0420
 LA0420  NGVD 29 (??/??/92)  366.186  (m)         1201.40   (f) ADJ UNCH    2 0
 LA0420
 LA0420.Superseded values are not recommended for survey control.
 LA0420
 LA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0420.See file dsdata.pdf to determine how the superseded data were derived.
 LA0420
 LA0420_MARKER: DB = BENCH MARK DISK
 LA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0420_STAMPING: L 229 1947
 LA0420_MARK LOGO: CGS
 LA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0420+STABILITY: SURFACE MOTION
 LA0420
 LA0420  HISTORY     - Date     Condition        Report By
 LA0420  HISTORY     - 1947     MONUMENTED       CGS
 LA0420
 LA0420                          STATION DESCRIPTION
 LA0420
 LA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0420'0.5 MI S FROM BLOOMINGPORT.
 LA0420'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0420'AT BLOOMINGPORT, ABOUT 1.05 MILE NORTH OF THE WAYNE-RANDOLPH COUNTY
 LA0420'LINE, AT A CROSSROAD, 137 FEET NORTH OF THE CENTER LINE OF THE
 LA0420'GRAVEL ROAD, 20 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LA0420'118 FEET NORTH OF A FENCE CORNER, 93 FEET NORTH OF THE NORTH END OF
 LA0420'THE WEST CONCRETE HEAD WALL OF A 28-INCH PIPE CULVERT UNDER THE
 LA0420'BLACK TOP ROAD, 1.3 FEET EAST OF THE FENCE LINE, 2.5 FEET SOUTH OF
 LA0420'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LA0420'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0129 ***********************************************************************
 ME0129  DESIGNATION -  L 23
 ME0129  PID         -  ME0129
 ME0129  STATE/COUNTY-  IN/ST JOSEPH
 ME0129  COUNTRY     -  US
 ME0129  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0129
 ME0129                         *CURRENT SURVEY CONTROL
 ME0129  ______________________________________________________________________
 ME0129* NAD 83(1986) POSITION- 41 39 54.     (N) 086 17 00.     (W)   SCALED
 ME0129* NAVD 88 ORTHO HEIGHT -   219.325 (meters)      719.57  (feet) ADJUSTED
 ME0129  ______________________________________________________________________
 ME0129  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME0129  DYNAMIC HEIGHT  -        219.240 (meters)      719.29  (feet) COMP
 ME0129  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 ME0129
 ME0129  VERT ORDER      -  SECOND    CLASS 0
 ME0129
 ME0129.The horizontal coordinates were scaled from a map and have
 ME0129.an estimated accuracy of +/- 6 seconds.
 ME0129
 ME0129.The orthometric height was determined by differential leveling and
 ME0129.adjusted by the NATIONAL GEODETIC SURVEY
 ME0129.in June 1991.
 ME0129
 ME0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0129.GEOID18 height accuracy estimate available here.
 ME0129
 ME0129.Click photographs - Photos may exist for this station.
 ME0129
 ME0129.The dynamic height is computed by dividing the NAVD 88
 ME0129.geopotential number by the normal gravity value computed on the
 ME0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0129.degrees latitude (g = 980.6199 gals.).
 ME0129
 ME0129.The modeled gravity was interpolated from observed gravity values.
 ME0129
 ME0129;                    North         East    Units  Estimated Accuracy
 ME0129;SPC IN E     -   712,600.       48,640.      MT  (+/- 180 meters Scaled)
 ME0129
 ME0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM596128(NAD 83)
 ME0129
 ME0129                          SUPERSEDED SURVEY CONTROL
 ME0129
 ME0129  NGVD 29 (??/??/92)  219.442  (m)          719.95   (f) ADJ UNCH    2 0
 ME0129
 ME0129.Superseded values are not recommended for survey control.
 ME0129
 ME0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0129.See file dsdata.pdf to determine how the superseded data were derived.
 ME0129
 ME0129_MARKER: DB = BENCH MARK DISK
 ME0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0129_STAMPING: L 23 1934
 ME0129_MARK LOGO: CGS
 ME0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0129+STABILITY: SURFACE MOTION
 ME0129
 ME0129  HISTORY     - Date     Condition        Report By
 ME0129  HISTORY     - 1934     MONUMENTED       CGS
 ME0129  HISTORY     - 1957     MARK NOT FOUND   CGS
 ME0129
 ME0129                          STATION DESCRIPTION
 ME0129
 ME0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0129'AT SOUTH BEND.
 ME0129'AT SOUTH BEND, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 ME0129'RAILROAD, 60 YARDS EAST OF THE INDIANA STATE MILLING CO. PROPERTY,
 ME0129'39 YARDS NORTH OF THE CENTER OF THE INTERSECTION OF OLIVE
 ME0129'STREET, SAMPLE STREET AND THE RAILROAD, IN THE ANGLE FORMED BY THE
 ME0129'CROSSING OF OLIVE STREET, 35 YARDS NORTH OF THE CENTERLINE
 ME0129'OF OLIVE STREET, BETWEEN THE N.Y.C.R.R. AND THE GRAND TRUCK RAILWAY,
 ME0129'AND 25.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE N.Y.C.R.R.
 ME0129'TRACK.  A STANDARD DISK, STAMPED L 23 1934 AND SET IN THE TOP OF A
 ME0129'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT HAS
 ME0129'PROBABLY BEEN COVERED WITH DIRT FROM THE TRACK.
 ME0129
 ME0129                          STATION RECOVERY (1957)
 ME0129
 ME0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 ME0129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1158 ***********************************************************************
 JZ1158  DESIGNATION -  L 230
 JZ1158  PID         -  JZ1158
 JZ1158  STATE/COUNTY-  IN/WAYNE
 JZ1158  COUNTRY     -  US
 JZ1158  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1158
 JZ1158                         *CURRENT SURVEY CONTROL
 JZ1158  ______________________________________________________________________
 JZ1158* NAD 83(1986) POSITION- 39 57 15.5    (N) 084 56 23.0    (W)   HD_HELD2
 JZ1158* NAVD 88 ORTHO HEIGHT -   348.129 (meters)     1142.15  (feet) ADJUSTED
 JZ1158  ______________________________________________________________________
 JZ1158  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 JZ1158  DYNAMIC HEIGHT  -        347.931 (meters)     1141.50  (feet) COMP
 JZ1158  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 JZ1158
 JZ1158  VERT ORDER      -  SECOND    CLASS 0
 JZ1158
 JZ1158.The horizontal coordinates were established by autonomous hand held GPS
 JZ1158.observations and have an estimated accuracy of +/- 10 meters.
 JZ1158
 JZ1158.The orthometric height was determined by differential leveling and
 JZ1158.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1158.in June 1991.
 JZ1158
 JZ1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1158.GEOID18 height accuracy estimate available here.
 JZ1158
 JZ1158.Click photographs - Photos may exist for this station.
 JZ1158
 JZ1158.The dynamic height is computed by dividing the NAVD 88
 JZ1158.geopotential number by the normal gravity value computed on the
 JZ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1158.degrees latitude (g = 980.6199 gals.).
 JZ1158
 JZ1158.The modeled gravity was interpolated from observed gravity values.
 JZ1158
 JZ1158;                    North         East    Units  Estimated Accuracy
 JZ1158;SPC IN E     -   522,697.      162,116.      MT  (+/- 10 meters HH2 GPS)
 JZ1158
 JZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7598824718(NAD 83)
 JZ1158
 JZ1158                          SUPERSEDED SURVEY CONTROL
 JZ1158
 JZ1158  NGVD 29 (??/??/92)  348.268  (m)         1142.61   (f) ADJ UNCH    2 0
 JZ1158
 JZ1158.Superseded values are not recommended for survey control.
 JZ1158
 JZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1158.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1158
 JZ1158_MARKER: DB = BENCH MARK DISK
 JZ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1158_STAMPING: L 230 1947
 JZ1158_MARK LOGO: CGS
 JZ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1158+STABILITY: SURFACE MOTION
 JZ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1158+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1158
 JZ1158  HISTORY     - Date     Condition        Report By
 JZ1158  HISTORY     - 1947     MONUMENTED       CGS
 JZ1158  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1158
 JZ1158                          STATION DESCRIPTION
 JZ1158
 JZ1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1158'1.2 MI W FROM FOUNTAIN CITY.
 JZ1158'1.25 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 JZ1158'FOUNTAIN CITY, AT THE JUNCTION OF A ROAD LEADING NORTH, 22 FEET
 JZ1158'SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 7 FEET WEST OF THE
 JZ1158'PROLONGED CENTER LINE OF THE ROAD NORTH, 7 FEET WEST OF A PROPERTY
 JZ1158'FENCE LINE CORNER POST, 11 FEET WEST OF A POWER POLE, 1.2 FEET
 JZ1158'NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1158'POST ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ1158'POST PROJECTING 5 IN.
 JZ1158
 JZ1158                          STATION RECOVERY (2003)
 JZ1158
 JZ1158'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1158'ROAD LEADING NORTH IS BRAGG ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1062 ***********************************************************************
 LA1062  DESIGNATION -  L 231
 LA1062  PID         -  LA1062
 LA1062  STATE/COUNTY-  IN/JAY
 LA1062  COUNTRY     -  US
 LA1062  USGS QUAD   -  RIDGEVILLE (2019)
 LA1062
 LA1062                         *CURRENT SURVEY CONTROL
 LA1062  ______________________________________________________________________
 LA1062* NAD 83(1986) POSITION- 40 19 19.     (N) 085 06 44.     (W)   SCALED
 LA1062* NAVD 88 ORTHO HEIGHT -   299.015 (meters)      981.02  (feet) ADJUSTED
 LA1062  ______________________________________________________________________
 LA1062  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 LA1062  DYNAMIC HEIGHT  -        298.861 (meters)      980.51  (feet) COMP
 LA1062  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 LA1062
 LA1062  VERT ORDER      -  SECOND    CLASS 0
 LA1062
 LA1062.The horizontal coordinates were scaled from a map and have
 LA1062.an estimated accuracy of +/- 6 seconds.
 LA1062
 LA1062.The orthometric height was determined by differential leveling and
 LA1062.adjusted by the NATIONAL GEODETIC SURVEY
 LA1062.in June 1991.
 LA1062
 LA1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1062.GEOID18 height accuracy estimate available here.
 LA1062
 LA1062.Click photographs - Photos may exist for this station.
 LA1062
 LA1062.The dynamic height is computed by dividing the NAVD 88
 LA1062.geopotential number by the normal gravity value computed on the
 LA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1062.degrees latitude (g = 980.6199 gals.).
 LA1062
 LA1062.The modeled gravity was interpolated from observed gravity values.
 LA1062
 LA1062;                    North         East    Units  Estimated Accuracy
 LA1062;SPC IN E     -   563,410.      147,120.      MT  (+/- 180 meters Scaled)
 LA1062
 LA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK603652(NAD 83)
 LA1062
 LA1062                          SUPERSEDED SURVEY CONTROL
 LA1062
 LA1062  NGVD 29 (??/??/92)  299.157  (m)          981.48   (f) ADJ UNCH    2 0
 LA1062
 LA1062.Superseded values are not recommended for survey control.
 LA1062
 LA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1062.See file dsdata.pdf to determine how the superseded data were derived.
 LA1062
 LA1062_MARKER: DB = BENCH MARK DISK
 LA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1062_STAMPING: L 231 1947
 LA1062_MARK LOGO: CGS
 LA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1062+STABILITY: SURFACE MOTION
 LA1062
 LA1062  HISTORY     - Date     Condition        Report By
 LA1062  HISTORY     - 1947     MONUMENTED       CGS
 LA1062
 LA1062                          STATION DESCRIPTION
 LA1062
 LA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1062'1 MI W FROM POWERS.
 LA1062'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 LA1062'POWERS, ABOUT 0.85 MILE WEST OF THE CROSSING OF THE PENNSYLVANIA
 LA1062'RAILROAD, AT A GRAVEL CROSS ROAD, 120 FEET SOUTHEAST AND ACROSS
 LA1062'THE GRAVEL ROAD FROM THE SOUTHEAST CORNER OF AN ABANDONED BRICK
 LA1062'SCHOOL HOUSE, 41 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1062'19 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 61 FEET
 LA1062'WEST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 1 FOOT
 LA1062'SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA1062'POST, ABOUT LEVEL WITH THE INTERSECTION SET IN THE TOP OF A
 LA1062'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0407 ***********************************************************************
 LA0407  DESIGNATION -  L 232
 LA0407  PID         -  LA0407
 LA0407  STATE/COUNTY-  IN/RANDOLPH
 LA0407  COUNTRY     -  US
 LA0407  USGS QUAD   -  DEERFIELD (2019)
 LA0407
 LA0407                         *CURRENT SURVEY CONTROL
 LA0407  ______________________________________________________________________
 LA0407* NAD 83(1986) POSITION- 40 16 50.85   (N) 084 58 35.37   (W)   HD_HELD1
 LA0407* NAVD 88 ORTHO HEIGHT -   300.587 (meters)      986.18  (feet) ADJUSTED
 LA0407  ______________________________________________________________________
 LA0407  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 LA0407  DYNAMIC HEIGHT  -        300.432 (meters)      985.67  (feet) COMP
 LA0407  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 LA0407
 LA0407  VERT ORDER      -  SECOND    CLASS 0
 LA0407
 LA0407.The horizontal coordinates were determined by differentially corrected
 LA0407.hand held GPS observations or other comparable positioning techniques
 LA0407.and have an estimated accuracy of +/- 3 meters.
 LA0407
 LA0407.The orthometric height was determined by differential leveling and
 LA0407.adjusted by the NATIONAL GEODETIC SURVEY
 LA0407.in June 1991.
 LA0407
 LA0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0407.GEOID18 height accuracy estimate available here.
 LA0407
 LA0407.Click photographs - Photos may exist for this station.
 LA0407
 LA0407.The dynamic height is computed by dividing the NAVD 88
 LA0407.geopotential number by the normal gravity value computed on the
 LA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0407.degrees latitude (g = 980.6199 gals.).
 LA0407
 LA0407.The modeled gravity was interpolated from observed gravity values.
 LA0407
 LA0407;                    North         East    Units  Estimated Accuracy
 LA0407;SPC IN E     -   558,923.5     158,692.9     MT  (+/- 3 meters HH1 GPS) 
 LA0407
 LA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7202260887(NAD 83)
 LA0407
 LA0407                          SUPERSEDED SURVEY CONTROL
 LA0407
 LA0407  NGVD 29 (??/??/92)  300.737  (m)          986.67   (f) ADJ UNCH    2 0
 LA0407
 LA0407.Superseded values are not recommended for survey control.
 LA0407
 LA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0407.See file dsdata.pdf to determine how the superseded data were derived.
 LA0407
 LA0407_MARKER: DB = BENCH MARK DISK
 LA0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0407_SP_SET: BRIDGE
 LA0407_STAMPING: L 232 1947
 LA0407_MARK LOGO: CGS
 LA0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0407
 LA0407  HISTORY     - Date     Condition        Report By
 LA0407  HISTORY     - 1947     MONUMENTED       CGS
 LA0407  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0407
 LA0407                          STATION DESCRIPTION
 LA0407
 LA0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0407'AT DEERFIELD.
 LA0407'AT DEERFIELD, ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 27 FROM
 LA0407'ITS INTERSECTION WITH STATE HIGHWAY 28, SET IN THE TOP OF THE
 LA0407'SOUTHWEST CONCRETE WING WALL OF THE SOUTHERN ONE OF TWO 90-FOOT
 LA0407'STEEL TRUSS BRIDGES OVER MISSISSINEWA RIVER, 16 FEET WEST OF AND
 LA0407'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LA0407
 LA0407                          STATION RECOVERY (2009)
 LA0407
 LA0407'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0407'STEEL TRUSS BRIDGES HAVE BEEN REPLACED.  MARK PROBABLY DESTROYED
 LA0407'DURING US.27 BRIDGE CONSTRUCTION PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1184 ***********************************************************************
 LA1184  DESIGNATION -  L 234
 LA1184  PID         -  LA1184
 LA1184  STATE/COUNTY-  IN/BLACKFORD
 LA1184  COUNTRY     -  US
 LA1184  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1184
 LA1184                         *CURRENT SURVEY CONTROL
 LA1184  ______________________________________________________________________
 LA1184* NAD 83(1986) POSITION- 40 25 17.     (N) 085 22 12.     (W)   SCALED
 LA1184* NAVD 88 ORTHO HEIGHT -   273.972 (meters)      898.86  (feet) ADJUSTED
 LA1184  ______________________________________________________________________
 LA1184  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 LA1184  DYNAMIC HEIGHT  -        273.832 (meters)      898.40  (feet) COMP
 LA1184  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 LA1184
 LA1184  VERT ORDER      -  SECOND    CLASS 0
 LA1184
 LA1184.The horizontal coordinates were scaled from a map and have
 LA1184.an estimated accuracy of +/- 6 seconds.
 LA1184
 LA1184.The orthometric height was determined by differential leveling and
 LA1184.adjusted by the NATIONAL GEODETIC SURVEY
 LA1184.in June 1991.
 LA1184
 LA1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1184.GEOID18 height accuracy estimate available here.
 LA1184
 LA1184.Click photographs - Photos may exist for this station.
 LA1184
 LA1184.The dynamic height is computed by dividing the NAVD 88
 LA1184.geopotential number by the normal gravity value computed on the
 LA1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1184.degrees latitude (g = 980.6199 gals.).
 LA1184
 LA1184.The modeled gravity was interpolated from observed gravity values.
 LA1184
 LA1184;                    North         East    Units  Estimated Accuracy
 LA1184;SPC IN E     -   574,350.      125,180.      MT  (+/- 180 meters Scaled)
 LA1184
 LA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK382758(NAD 83)
 LA1184
 LA1184                          SUPERSEDED SURVEY CONTROL
 LA1184
 LA1184  NGVD 29 (??/??/92)  274.107  (m)          899.30   (f) ADJ UNCH    2 0
 LA1184
 LA1184.Superseded values are not recommended for survey control.
 LA1184
 LA1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1184.See file dsdata.pdf to determine how the superseded data were derived.
 LA1184
 LA1184_MARKER: DB = BENCH MARK DISK
 LA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1184_STAMPING: L 234 1947
 LA1184_MARK LOGO: CGS
 LA1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1184+STABILITY: SURFACE MOTION
 LA1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1184+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 LA1184
 LA1184  HISTORY     - Date     Condition        Report By
 LA1184  HISTORY     - 1947     MONUMENTED       CGS
 LA1184  HISTORY     - 20060131 GOOD             HANPRO
 LA1184  HISTORY     - 20090623 GOOD             JCLS
 LA1184
 LA1184                          STATION DESCRIPTION
 LA1184
 LA1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1184'2 MI S FROM HARTFORD CITY.
 LA1184'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1184'WITH STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, AT A GRAVEL CROSS
 LA1184'ROAD AND IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 42 FEET EAST
 LA1184'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH OF THE CENTER LINE
 LA1184'OF THE CROSS ROAD, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA1184'THE BRICK SCHOOL BUILDING, 38 FEET NORTHWEST OF THE WESTERN MOST
 LA1184'OF TWO 30-INCH OAK TREES, 7.5 FEET SOUTHEAST OF TELEPHONE POLE
 LA1184'656, 8 FEET SOUTHEAST OF A HIGHWAY R/W MARKER POST, 1.5 FEET
 LA1184'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 LA1184'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 LA1184
 LA1184                          STATION RECOVERY (2006)
 LA1184
 LA1184'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2006 (RLW)
 LA1184'BRICK SCHOOL BUILDING,30 INCH OAKS AND WITNESS POST ARE GONE
 LA1184
 LA1184                          STATION RECOVERY (2009)
 LA1184
 LA1184'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LA1184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2357 ***********************************************************************
 JZ2357  DESIGNATION -  L 235
 JZ2357  PID         -  JZ2357
 JZ2357  STATE/COUNTY-  IN/MARION
 JZ2357  COUNTRY     -  US
 JZ2357  USGS QUAD   -  CUMBERLAND (2019)
 JZ2357
 JZ2357                         *CURRENT SURVEY CONTROL
 JZ2357  ______________________________________________________________________
 JZ2357* NAD 83(1986) POSITION- 39 51 46.     (N) 085 59 05.     (W)   SCALED
 JZ2357* NAVD 88 ORTHO HEIGHT -   258.440 (meters)      847.90  (feet) ADJUSTED
 JZ2357  ______________________________________________________________________
 JZ2357  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 JZ2357  DYNAMIC HEIGHT  -        258.295 (meters)      847.42  (feet) COMP
 JZ2357  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 JZ2357
 JZ2357  VERT ORDER      -  FIRST     CLASS II
 JZ2357
 JZ2357.The horizontal coordinates were scaled from a map and have
 JZ2357.an estimated accuracy of +/- 6 seconds.
 JZ2357
 JZ2357.The orthometric height was determined by differential leveling and
 JZ2357.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2357.in June 1991.
 JZ2357
 JZ2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2357.GEOID18 height accuracy estimate available here.
 JZ2357
 JZ2357.Click photographs - Photos may exist for this station.
 JZ2357
 JZ2357.The dynamic height is computed by dividing the NAVD 88
 JZ2357.geopotential number by the normal gravity value computed on the
 JZ2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2357.degrees latitude (g = 980.6199 gals.).
 JZ2357
 JZ2357.The modeled gravity was interpolated from observed gravity values.
 JZ2357
 JZ2357;                    North         East    Units  Estimated Accuracy
 JZ2357;SPC IN E     -   512,330.       72,790.      MT  (+/- 180 meters Scaled)
 JZ2357
 JZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK868130(NAD 83)
 JZ2357
 JZ2357                          SUPERSEDED SURVEY CONTROL
 JZ2357
 JZ2357  NGVD 29 (??/??/92)  258.577  (m)          848.35   (f) ADJ UNCH    1 2
 JZ2357
 JZ2357.Superseded values are not recommended for survey control.
 JZ2357
 JZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2357.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2357
 JZ2357_MARKER: DB = BENCH MARK DISK
 JZ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2357_STAMPING: L 235 1947
 JZ2357_MARK LOGO: CGS
 JZ2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2357+STABILITY: SURFACE MOTION
 JZ2357
 JZ2357  HISTORY     - Date     Condition        Report By
 JZ2357  HISTORY     - 1947     MONUMENTED       CGS
 JZ2357  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 JZ2357
 JZ2357                          STATION DESCRIPTION
 JZ2357
 JZ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2357'1.8 MI SW FROM OAKLANDON.
 JZ2357'ABOUT 1.85 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2357'FROM THE OAKLANDON STATE BANK AT OAKLANDON, ABOUT 1.7 NORTHEAST
 JZ2357'OF THE STATION AT FORT BENJAMIN HARRISON, AT AN EAST-WEST
 JZ2357'GRAVEL ROAD CROSSING, 35 FEET NORTHEAST OF MILE POST 272, 25
 JZ2357'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET NORTHWEST
 JZ2357'OF THE NORTHWEST RAIL, 18.5 FEET SOUTH OF A FLASHER SIGNAL POLE, 1.5
 JZ2357'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW
 JZ2357'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ2357
 JZ2357                          STATION RECOVERY (1976)
 JZ2357
 JZ2357'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2316 ***********************************************************************
 JZ2316  DESIGNATION -  L 236
 JZ2316  PID         -  JZ2316
 JZ2316  STATE/COUNTY-  IN/HAMILTON
 JZ2316  COUNTRY     -  US
 JZ2316  USGS QUAD   -  INGALLS (2019)
 JZ2316
 JZ2316                         *CURRENT SURVEY CONTROL
 JZ2316  ______________________________________________________________________
 JZ2316* NAD 83(1986) POSITION- 39 58 23.12   (N) 085 51 44.03   (W)   HD_HELD1
 JZ2316* NAVD 88 ORTHO HEIGHT -   261.763 (meters)      858.80  (feet) ADJUSTED
 JZ2316  ______________________________________________________________________
 JZ2316  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ2316  DYNAMIC HEIGHT  -        261.618 (meters)      858.33  (feet) COMP
 JZ2316  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 JZ2316
 JZ2316  VERT ORDER      -  SECOND    CLASS 0
 JZ2316
 JZ2316.The horizontal coordinates were determined by differentially corrected
 JZ2316.hand held GPS observations or other comparable positioning techniques
 JZ2316.and have an estimated accuracy of +/- 3 meters.
 JZ2316
 JZ2316.The orthometric height was determined by differential leveling and
 JZ2316.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2316.in June 1991.
 JZ2316
 JZ2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2316.GEOID18 height accuracy estimate available here.
 JZ2316
 JZ2316.Click photographs - Photos may exist for this station.
 JZ2316
 JZ2316.The dynamic height is computed by dividing the NAVD 88
 JZ2316.geopotential number by the normal gravity value computed on the
 JZ2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2316.degrees latitude (g = 980.6199 gals.).
 JZ2316
 JZ2316.The modeled gravity was interpolated from observed gravity values.
 JZ2316
 JZ2316;                    North         East    Units  Estimated Accuracy
 JZ2316;SPC IN E     -   524,548.0      83,294.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2316
 JZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9715825390(NAD 83)
 JZ2316
 JZ2316                          SUPERSEDED SURVEY CONTROL
 JZ2316
 JZ2316  NGVD 29 (??/??/92)  261.895  (m)          859.23   (f) ADJ UNCH    2 0
 JZ2316
 JZ2316.Superseded values are not recommended for survey control.
 JZ2316
 JZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2316.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2316
 JZ2316_MARKER: DB = BENCH MARK DISK
 JZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2316_STAMPING: L 236 1947
 JZ2316_MARK LOGO: CGS
 JZ2316_PROJECTION: RECESSED 8 CENTIMETERS
 JZ2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2316+STABILITY: SURFACE MOTION
 JZ2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2316+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JZ2316
 JZ2316  HISTORY     - Date     Condition        Report By
 JZ2316  HISTORY     - 1947     MONUMENTED       CGS
 JZ2316  HISTORY     - 19880730 GOOD             LOCENG
 JZ2316  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2316  HISTORY     - 20110319 GOOD             INDIV
 JZ2316  HISTORY     - 20221011 GOOD             IN-057
 JZ2316
 JZ2316                          STATION DESCRIPTION
 JZ2316
 JZ2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2316'4 MI NW FROM FORTVILLE.
 JZ2316'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2316'WITH STATE HIGHWAY 238 AT FORTVILLE, THENCE ABOUT 1.0 MILE
 JZ2316'WEST ALONG A GRAVEL ROAD, AT THE MADISON-HAMILTON COUNTY LINE
 JZ2316'CROSS ROAD (NORTH-SOUTH), 28 FEET WEST OF THE CENTER LINE
 JZ2316'OF THE COUNTY LINE ROAD, 15.5 FEET NORTH OF THE CENTER LINE OF
 JZ2316'THE EAST-WEST ROAD, 9.5 FEET WEST OF A FENCE CORNER POST, 7 FEET
 JZ2316'WEST OF POWER POLE 40/6, 1 FOOT SOUTH OF THE FENCE LINE, 1.5
 JZ2316'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2316'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2316'5 INCHES.
 JZ2316
 JZ2316                          STATION RECOVERY (1988)
 JZ2316
 JZ2316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2316'RECOVERED IN GOOD CONDITION.
 JZ2316
 JZ2316                          STATION RECOVERY (1999)
 JZ2316
 JZ2316'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2316'MARK NOT FOUND.
 JZ2316
 JZ2316                          STATION RECOVERY (2011)
 JZ2316
 JZ2316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (NW)
 JZ2316'MONUMENT WAS GPS OBSERVED FOR NSPS SURVEYING AMERICA
 JZ2316'
 JZ2316
 JZ2316                          STATION RECOVERY (2022)
 JZ2316
 JZ2316'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 JZ2316'IN NORTHWEST CORNER OF THE INTERSECTION OF 126TH ST AND ATLANTIC ROAD.
 JZ2316'15.5 FT (4.7 M) NORTH OF THE CENTERLINE FOR 126TH STREET.  28 FT (8.5
 JZ2316'M) WEST OF THE CENTERLINE FOR ATLANTIC ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2314 ***********************************************************************
 JZ2314  DESIGNATION -  L 237
 JZ2314  PID         -  JZ2314
 JZ2314  STATE/COUNTY-  IN/HAMILTON
 JZ2314  COUNTRY     -  US
 JZ2314  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2314
 JZ2314                         *CURRENT SURVEY CONTROL
 JZ2314  ______________________________________________________________________
 JZ2314* NAD 83(1986) POSITION- 39 57 25.52   (N) 085 59 39.32   (W)   HD_HELD1
 JZ2314* NAVD 88 ORTHO HEIGHT -   251.009 (meters)      823.52  (feet) ADJUSTED
 JZ2314  ______________________________________________________________________
 JZ2314  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ2314  DYNAMIC HEIGHT  -        250.870 (meters)      823.06  (feet) COMP
 JZ2314  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 JZ2314
 JZ2314  VERT ORDER      -  SECOND    CLASS 0
 JZ2314
 JZ2314.The horizontal coordinates were determined by differentially corrected
 JZ2314.hand held GPS observations or other comparable positioning techniques
 JZ2314.and have an estimated accuracy of +/- 3 meters.
 JZ2314
 JZ2314.The orthometric height was determined by differential leveling and
 JZ2314.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2314.in June 1991.
 JZ2314
 JZ2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2314.GEOID18 height accuracy estimate available here.
 JZ2314
 JZ2314.Click photographs - Photos may exist for this station.
 JZ2314
 JZ2314.The dynamic height is computed by dividing the NAVD 88
 JZ2314.geopotential number by the normal gravity value computed on the
 JZ2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2314.degrees latitude (g = 980.6199 gals.).
 JZ2314
 JZ2314.The modeled gravity was interpolated from observed gravity values.
 JZ2314
 JZ2314;                    North         East    Units  Estimated Accuracy
 JZ2314;SPC IN E     -   522,804.6      72,009.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2314
 JZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8590423478(NAD 83)
 JZ2314
 JZ2314                          SUPERSEDED SURVEY CONTROL
 JZ2314
 JZ2314  NGVD 29 (??/??/92)  251.140  (m)          823.95   (f) ADJ UNCH    2 0
 JZ2314
 JZ2314.Superseded values are not recommended for survey control.
 JZ2314
 JZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2314.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2314
 JZ2314_MARKER: DB = BENCH MARK DISK
 JZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2314_STAMPING: L 237 1947
 JZ2314_MARK LOGO: CGS
 JZ2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2314+STABILITY: SURFACE MOTION
 JZ2314
 JZ2314  HISTORY     - Date     Condition        Report By
 JZ2314  HISTORY     - 1947     MONUMENTED       CGS
 JZ2314  HISTORY     - 1973     GOOD             NGS
 JZ2314  HISTORY     - 19880730 MARK NOT FOUND   LOCENG
 JZ2314
 JZ2314                          STATION DESCRIPTION
 JZ2314
 JZ2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2314'1.2 MI E FROM FISHERS.
 JZ2314'ABOUT 1.15 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST
 JZ2314'OFFICE AT FISHERS, AT THE T JUNCTION OF A BLACK TOP ROAD
 JZ2314'LEADING NORTH, 18.5 FEET NORTH OF THE CENTER LINE OF THE
 JZ2314'EAST-WEST ROAD, 45 FEET WEST OF THE CENTER LINE OF THE ROAD
 JZ2314'NORTH, 16 FEET WEST OF A FENCE CORNER, 4 FEET WEST OF A TELEPHONE
 JZ2314'POLE, 1.5 FEET SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF A
 JZ2314'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET
 JZ2314'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2314
 JZ2314                          STATION RECOVERY (1973)
 JZ2314
 JZ2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2314'RECOVERED IN GOOD CONDITION.
 JZ2314
 JZ2314                          STATION RECOVERY (1988)
 JZ2314
 JZ2314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2478 ***********************************************************************
 JZ2478  DESIGNATION -  L 238
 JZ2478  PID         -  JZ2478
 JZ2478  STATE/COUNTY-  IN/SHELBY
 JZ2478  COUNTRY     -  US
 JZ2478  USGS QUAD   -  ACTON (2019)
 JZ2478
 JZ2478                         *CURRENT SURVEY CONTROL
 JZ2478  ______________________________________________________________________
 JZ2478* NAD 83(1986) POSITION- 39 40 57.     (N) 085 57 06.     (W)   SCALED
 JZ2478* NAVD 88 ORTHO HEIGHT -   248.433 (meters)      815.07  (feet) ADJUSTED
 JZ2478  ______________________________________________________________________
 JZ2478  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 JZ2478  DYNAMIC HEIGHT  -        248.292 (meters)      814.60  (feet) COMP
 JZ2478  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 JZ2478
 JZ2478  VERT ORDER      -  SECOND    CLASS 0
 JZ2478
 JZ2478.The horizontal coordinates were scaled from a map and have
 JZ2478.an estimated accuracy of +/- 6 seconds.
 JZ2478
 JZ2478.The orthometric height was determined by differential leveling and
 JZ2478.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2478.in June 1991.
 JZ2478
 JZ2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2478.GEOID18 height accuracy estimate available here.
 JZ2478
 JZ2478.Click photographs - Photos may exist for this station.
 JZ2478
 JZ2478.The dynamic height is computed by dividing the NAVD 88
 JZ2478.geopotential number by the normal gravity value computed on the
 JZ2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2478.degrees latitude (g = 980.6199 gals.).
 JZ2478
 JZ2478.The modeled gravity was interpolated from observed gravity values.
 JZ2478
 JZ2478;                    North         East    Units  Estimated Accuracy
 JZ2478;SPC IN E     -   492,310.       75,550.      MT  (+/- 180 meters Scaled)
 JZ2478
 JZ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898930(NAD 83)
 JZ2478
 JZ2478                          SUPERSEDED SURVEY CONTROL
 JZ2478
 JZ2478  NGVD 29 (??/??/92)  248.545  (m)          815.43   (f) ADJ UNCH    2 0
 JZ2478
 JZ2478.Superseded values are not recommended for survey control.
 JZ2478
 JZ2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2478.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2478
 JZ2478_MARKER: DB = BENCH MARK DISK
 JZ2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2478_STAMPING: L 238 1947
 JZ2478_MARK LOGO: CGS
 JZ2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2478+STABILITY: SURFACE MOTION
 JZ2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2478+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2011
 JZ2478
 JZ2478  HISTORY     - Date     Condition        Report By
 JZ2478  HISTORY     - 1947     MONUMENTED       CGS
 JZ2478  HISTORY     - 1973     GOOD             NGS
 JZ2478  HISTORY     - 1986     GOOD             NGS
 JZ2478  HISTORY     - 20110103 GOOD             INDNR
 JZ2478
 JZ2478                          STATION DESCRIPTION
 JZ2478
 JZ2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2478'2.7 MI NE FROM ACTON.
 JZ2478'ABOUT 2.7 MILES NORTHEAST AND NORTH ALONG A ROAD FOLLOWING THE
 JZ2478'COUNTY LINE NORTH TO CUMBERLAND FROM THE POST OFFICE AT ACTON,
 JZ2478'AT A JUNCTION WITH A ROAD LEADING EAST, 39 FEET NORTH OF THE
 JZ2478'CENTER LINE OF THE ROAD LEADING EAST, 16.5 FEET EAST OF THE
 JZ2478'CENTER LINE OF THE COUNTY-LINE ROAD, 16 FEET NORTH OF A FENCE
 JZ2478'CORNER, 6 FEET NORTH OF A TELEPHONE POLE 1 FOOT WEST OF A
 JZ2478'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2478'1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2478'PROJECTING ABOUT 5 INCHES.
 JZ2478
 JZ2478                          STATION RECOVERY (1973)
 JZ2478
 JZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2478'RECOVERED IN GOOD CONDITION.
 JZ2478
 JZ2478                          STATION RECOVERY (1986)
 JZ2478
 JZ2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2478'RECOVERED IN GOOD CONDITION.
 JZ2478
 JZ2478                          STATION RECOVERY (2011)
 JZ2478
 JZ2478'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 JZ2478'NEAR EAST EDGE OF PAVEMENT OF COUNTY LINE ROAD.  ABOUT 1 FOOT WEST OF
 JZ2478'RUSTY STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0673 ***********************************************************************
 ME0673  DESIGNATION -  L 24
 ME0673  PID         -  ME0673
 ME0673  STATE/COUNTY-  IN/STARKE
 ME0673  COUNTRY     -  US
 ME0673  USGS QUAD   -  SAN PIERRE (2019)
 ME0673
 ME0673                         *CURRENT SURVEY CONTROL
 ME0673  ______________________________________________________________________
 ME0673* NAD 83(1986) POSITION- 41 11 48.     (N) 086 53 22.     (W)   SCALED
 ME0673* NAVD 88 ORTHO HEIGHT -   214.719 (meters)      704.46  (feet) ADJUSTED
 ME0673  ______________________________________________________________________
 ME0673  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0673  DYNAMIC HEIGHT  -        214.626 (meters)      704.15  (feet) COMP
 ME0673  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 ME0673
 ME0673  VERT ORDER      -  SECOND    CLASS 0
 ME0673
 ME0673.The horizontal coordinates were scaled from a map and have
 ME0673.an estimated accuracy of +/- 6 seconds.
 ME0673
 ME0673.The orthometric height was determined by differential leveling and
 ME0673.adjusted by the NATIONAL GEODETIC SURVEY
 ME0673.in June 1991.
 ME0673
 ME0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0673.GEOID18 height accuracy estimate available here.
 ME0673
 ME0673.Click photographs - Photos may exist for this station.
 ME0673
 ME0673.The dynamic height is computed by dividing the NAVD 88
 ME0673.geopotential number by the normal gravity value computed on the
 ME0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0673.degrees latitude (g = 980.6199 gals.).
 ME0673
 ME0673.The modeled gravity was interpolated from observed gravity values.
 ME0673
 ME0673;                    North         East    Units  Estimated Accuracy
 ME0673;SPC IN W     -   660,420.      916,260.      MT  (+/- 180 meters Scaled)
 ME0673
 ME0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL092605(NAD 83)
 ME0673
 ME0673                          SUPERSEDED SURVEY CONTROL
 ME0673
 ME0673  NGVD 29 (??/??/92)  214.808  (m)          704.75   (f) ADJ UNCH    2 0
 ME0673
 ME0673.Superseded values are not recommended for survey control.
 ME0673
 ME0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0673.See file dsdata.pdf to determine how the superseded data were derived.
 ME0673
 ME0673_MARKER: DB = BENCH MARK DISK
 ME0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0673_SP_SET: FOUNDATION
 ME0673_STAMPING: L 24 1934
 ME0673_MARK LOGO: CGS
 ME0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0673
 ME0673  HISTORY     - Date     Condition        Report By
 ME0673  HISTORY     - 1934     MONUMENTED       CGS
 ME0673  HISTORY     - 1946     GOOD             CGS
 ME0673  HISTORY     - 1973     MARK NOT FOUND   NGS
 ME0673
 ME0673                          STATION DESCRIPTION
 ME0673
 ME0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0673'IN SAN PIERRE.
 ME0673'AT SAN PIERRE, STARKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 ME0673'10-1/2 RAILS EAST OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS
 ME0673'AND LOUISVILLE RAILWAY, 9 RAILS EAST OF THE EAST END OF THE
 ME0673'STATION, AT A DIRT-ROAD CROSSING, 39 FEET WEST OF THE CENTERLINE
 ME0673'OF THE DIRT ROAD, 6 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ME0673'TRACK, 15 FEET NORTHEAST OF A SEMAPHORE, AT A LIGHT SIGNAL, AND
 ME0673'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION.
 ME0673'A STANDARD DISK, STAMPED L 24 1934.  NOTE-- RECOVERED AS DESCRIBED
 ME0673'EXCEPT THAT THE SIGNAL IS A LIGHT SIGNAL, NOT A SEMAPHORE.  THE
 ME0673'MARK IS 15 FEET NORTHEAST OF A SEMAPHORE SIGNAL.
 ME0673
 ME0673                          STATION RECOVERY (1973)
 ME0673
 ME0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0998 ***********************************************************************
 LB0998  DESIGNATION -  L 24 CAR
 LB0998  PID         -  LB0998
 LB0998  STATE/COUNTY-  IN/CARROLL
 LB0998  COUNTRY     -  US
 LB0998  USGS QUAD   -  FLORA (2019)
 LB0998
 LB0998                         *CURRENT SURVEY CONTROL
 LB0998  ______________________________________________________________________
 LB0998* NAD 83(1986) POSITION- 40 36 29.     (N) 086 31 38.     (W)   SCALED
 LB0998* NAVD 88 ORTHO HEIGHT -   196.944 (meters)      646.14  (feet) ADJUSTED
 LB0998  ______________________________________________________________________
 LB0998  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 LB0998  DYNAMIC HEIGHT  -        196.848 (meters)      645.83  (feet) COMP
 LB0998  MODELED GRAVITY -    980,133.6   (mgal)                       NAVD 88
 LB0998
 LB0998  VERT ORDER      -  SECOND    CLASS 0
 LB0998
 LB0998.The horizontal coordinates were scaled from a map and have
 LB0998.an estimated accuracy of +/- 6 seconds.
 LB0998
 LB0998.The orthometric height was determined by differential leveling and
 LB0998.adjusted by the NATIONAL GEODETIC SURVEY
 LB0998.in June 1991.
 LB0998
 LB0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0998.GEOID18 height accuracy estimate available here.
 LB0998
 LB0998.Click photographs - Photos may exist for this station.
 LB0998
 LB0998.The dynamic height is computed by dividing the NAVD 88
 LB0998.geopotential number by the normal gravity value computed on the
 LB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0998.degrees latitude (g = 980.6199 gals.).
 LB0998
 LB0998.The modeled gravity was interpolated from observed gravity values.
 LB0998
 LB0998;                    North         East    Units  Estimated Accuracy
 LB0998;SPC IN W     -   595,180.      947,060.      MT  (+/- 180 meters Scaled)
 LB0998
 LB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK399953(NAD 83)
 LB0998
 LB0998                          SUPERSEDED SURVEY CONTROL
 LB0998
 LB0998  NGVD 29 (??/??/92)  197.058  (m)          646.51   (f) ADJ UNCH    2 0
 LB0998
 LB0998.Superseded values are not recommended for survey control.
 LB0998
 LB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0998.See file dsdata.pdf to determine how the superseded data were derived.
 LB0998
 LB0998_MARKER: DD = SURVEY DISK
 LB0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0998_SP_SET: BRIDGE RAILING
 LB0998_STAMPING: L 24 CAR
 LB0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0998
 LB0998  HISTORY     - Date     Condition        Report By
 LB0998  HISTORY     - UNK      MONUMENTED       INHD
 LB0998  HISTORY     - 1946     GOOD             CGS
 LB0998
 LB0998                          STATION DESCRIPTION
 LB0998
 LB0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0998'0.6 MI E FROM CAMDEN.
 LB0998'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 218 FROM THE CAMDEN STATE
 LB0998'BANK AT CAMDEN, SET IN THE BASE OF THE NORTHEAST CONCRETE
 LB0998'RAILING OF A 60-FOOT CONCRETE ARCH BRIDGE, 18 FEET NORTHEAST
 LB0998'OF THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTHEAST OF THE
 LB0998'NORTHWEST END OF THE RAILING, AND ABOUT 1 1/2 FOOT ABOVE HIGHWAY
 LB0998'LEVEL.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED
 LB0998'L 24 CAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2440 ***********************************************************************
 JZ2440  DESIGNATION -  L 240
 JZ2440  PID         -  JZ2440
 JZ2440  STATE/COUNTY-  IN/MADISON
 JZ2440  COUNTRY     -  US
 JZ2440  USGS QUAD   -  PENDLETON (2019)
 JZ2440
 JZ2440                         *CURRENT SURVEY CONTROL
 JZ2440  ______________________________________________________________________
 JZ2440* NAD 83(1986) POSITION- 39 59 21.51   (N) 085 43 48.05   (W)   HD_HELD1
 JZ2440* NAVD 88 ORTHO HEIGHT -   269.726 (meters)      884.93  (feet) ADJUSTED
 JZ2440  ______________________________________________________________________
 JZ2440  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2440  DYNAMIC HEIGHT  -        269.577 (meters)      884.44  (feet) COMP
 JZ2440  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 JZ2440
 JZ2440  VERT ORDER      -  SECOND    CLASS 0
 JZ2440
 JZ2440.The horizontal coordinates were determined by differentially corrected
 JZ2440.hand held GPS observations or other comparable positioning techniques
 JZ2440.and have an estimated accuracy of +/- 3 meters.
 JZ2440
 JZ2440.The orthometric height was determined by differential leveling and
 JZ2440.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2440.in June 1991.
 JZ2440
 JZ2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2440.GEOID18 height accuracy estimate available here.
 JZ2440
 JZ2440.Click photographs - Photos may exist for this station.
 JZ2440
 JZ2440.The dynamic height is computed by dividing the NAVD 88
 JZ2440.geopotential number by the normal gravity value computed on the
 JZ2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2440.degrees latitude (g = 980.6199 gals.).
 JZ2440
 JZ2440.The modeled gravity was interpolated from observed gravity values.
 JZ2440
 JZ2440;                    North         East    Units  Estimated Accuracy
 JZ2440;SPC IN E     -   526,332.5      94,589.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2440
 JZ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0842427342(NAD 83)
 JZ2440
 JZ2440                          SUPERSEDED SURVEY CONTROL
 JZ2440
 JZ2440  NGVD 29 (??/??/92)  269.858  (m)          885.36   (f) ADJ UNCH    2 0
 JZ2440
 JZ2440.Superseded values are not recommended for survey control.
 JZ2440
 JZ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2440.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2440
 JZ2440_MARKER: DB = BENCH MARK DISK
 JZ2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2440_STAMPING: L 240 1947
 JZ2440_MARK LOGO: CGS
 JZ2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2440+STABILITY: SURFACE MOTION
 JZ2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2440+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2002
 JZ2440
 JZ2440  HISTORY     - Date     Condition        Report By
 JZ2440  HISTORY     - 1947     MONUMENTED       CGS
 JZ2440  HISTORY     - 20020908 GOOD             USPSQD
 JZ2440  HISTORY     - 20060912 GOOD             PICI
 JZ2440
 JZ2440                          STATION DESCRIPTION
 JZ2440
 JZ2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2440'1.2 MI SE FROM PENDLETON.
 JZ2440'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2440'LIBRARY AT PENDLETON, THENCE 0.65 MILE SOUTH ALONG A NORTH-SOUTH
 JZ2440'ROAD, AT THE JUNCTION WITH A PAVED ROAD LEADING NORTHWEST, IN
 JZ2440'THE FORKS OF THE JUNCTION, ABOUT 135 FEET NORTH OF THE CENTER
 JZ2440'OF THE JUNCTION OF THE TWO ROADS, 17 FEET WEST OF THE CENTER
 JZ2440'LINE OF THE NORTH-SOUTH ROAD, 48 FEET NORTHEAST OF THE CENTER
 JZ2440'LINE OF THE ROAD LEADING NORTHWEST, 20.5 FEET NORTH OF A 20-INCH
 JZ2440'WALNUT TREE, 1 1/2 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF
 JZ2440'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ2440'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2440
 JZ2440                          STATION RECOVERY (2002)
 JZ2440
 JZ2440'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2440'NS ROAD 300W NW ROAD NAMED ANGLE
 JZ2440'
 JZ2440
 JZ2440                          STATION RECOVERY (2006)
 JZ2440
 JZ2440'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2006 (DR)
 JZ2440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2502 ***********************************************************************
 JZ2502  DESIGNATION -  L 241
 JZ2502  PID         -  JZ2502
 JZ2502  STATE/COUNTY-  IN/HANCOCK
 JZ2502  COUNTRY     -  US
 JZ2502  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2502
 JZ2502                         *CURRENT SURVEY CONTROL
 JZ2502  ______________________________________________________________________
 JZ2502* NAD 83(1986) POSITION- 39 42 57.     (N) 085 50 18.     (W)   SCALED
 JZ2502* NAVD 88 ORTHO HEIGHT -   255.407 (meters)      837.95  (feet) ADJUSTED
 JZ2502  ______________________________________________________________________
 JZ2502  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 JZ2502  DYNAMIC HEIGHT  -        255.260 (meters)      837.47  (feet) COMP
 JZ2502  MODELED GRAVITY -    980,043.4   (mgal)                       NAVD 88
 JZ2502
 JZ2502  VERT ORDER      -  SECOND    CLASS 0
 JZ2502
 JZ2502.The horizontal coordinates were scaled from a map and have
 JZ2502.an estimated accuracy of +/- 6 seconds.
 JZ2502
 JZ2502.The orthometric height was determined by differential leveling and
 JZ2502.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2502.in June 1991.
 JZ2502
 JZ2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2502.GEOID18 height accuracy estimate available here.
 JZ2502
 JZ2502.Click photographs - Photos may exist for this station.
 JZ2502
 JZ2502.The dynamic height is computed by dividing the NAVD 88
 JZ2502.geopotential number by the normal gravity value computed on the
 JZ2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2502.degrees latitude (g = 980.6199 gals.).
 JZ2502
 JZ2502.The modeled gravity was interpolated from observed gravity values.
 JZ2502
 JZ2502;                    North         East    Units  Estimated Accuracy
 JZ2502;SPC IN E     -   495,980.       85,280.      MT  (+/- 180 meters Scaled)
 JZ2502
 JZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ995968(NAD 83)
 JZ2502
 JZ2502                          SUPERSEDED SURVEY CONTROL
 JZ2502
 JZ2502  NGVD 29 (??/??/92)  255.523  (m)          838.33   (f) ADJ UNCH    2 0
 JZ2502
 JZ2502.Superseded values are not recommended for survey control.
 JZ2502
 JZ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2502.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2502
 JZ2502_MARKER: DB = BENCH MARK DISK
 JZ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2502_STAMPING: L 241 1947
 JZ2502_MARK LOGO: CGS
 JZ2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2502+STABILITY: SURFACE MOTION
 JZ2502
 JZ2502  HISTORY     - Date     Condition        Report By
 JZ2502  HISTORY     - 1947     MONUMENTED       CGS
 JZ2502  HISTORY     - 1973     GOOD             NGS
 JZ2502  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2502
 JZ2502                          STATION DESCRIPTION
 JZ2502
 JZ2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2502'1.5 MI NW FROM CARROLLTON.
 JZ2502'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2502'METHODIST CHURCH AT CARROLLTON, THENCE 0.5 MILE NORTH ALONG A
 JZ2502'GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF THE JUNCTION WITH A
 JZ2502'ROAD LEADING EAST, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 JZ2502'LEADING EAST, 14.5 FEET EAST OF THE CENTER LINE OF THE
 JZ2502'NORTH-SOUTH ROAD, 9 FEET SOUTH OF A FENCE CORNER, 28 FEET NORTH
 JZ2502'OF A 20-INCH ASH TREE, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL
 JZ2502'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2502'ABOUT 6 INCHES.
 JZ2502
 JZ2502                          STATION RECOVERY (1973)
 JZ2502
 JZ2502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2502'RECOVERED IN GOOD CONDITION.
 JZ2502
 JZ2502                          STATION RECOVERY (2009)
 JZ2502
 JZ2502'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2502'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2541 ***********************************************************************
 JZ2541  DESIGNATION -  L 242
 JZ2541  PID         -  JZ2541
 JZ2541  STATE/COUNTY-  IN/HANCOCK
 JZ2541  COUNTRY     -  US
 JZ2541  USGS QUAD   -  CLEVELAND (2019)
 JZ2541
 JZ2541                         *CURRENT SURVEY CONTROL
 JZ2541  ______________________________________________________________________
 JZ2541* NAD 83(1986) POSITION- 39 45 25.     (N) 085 41 18.     (W)   SCALED
 JZ2541* NAVD 88 ORTHO HEIGHT -   274.617 (meters)      900.97  (feet) ADJUSTED
 JZ2541  ______________________________________________________________________
 JZ2541  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2541  DYNAMIC HEIGHT  -        274.459 (meters)      900.45  (feet) COMP
 JZ2541  MODELED GRAVITY -    980,043.5   (mgal)                       NAVD 88
 JZ2541
 JZ2541  VERT ORDER      -  SECOND    CLASS 0
 JZ2541
 JZ2541.The horizontal coordinates were scaled from a map and have
 JZ2541.an estimated accuracy of +/- 6 seconds.
 JZ2541
 JZ2541.The orthometric height was determined by differential leveling and
 JZ2541.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2541.in June 1991.
 JZ2541
 JZ2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2541.GEOID18 height accuracy estimate available here.
 JZ2541
 JZ2541.Click photographs - Photos may exist for this station.
 JZ2541
 JZ2541.The dynamic height is computed by dividing the NAVD 88
 JZ2541.geopotential number by the normal gravity value computed on the
 JZ2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2541.degrees latitude (g = 980.6199 gals.).
 JZ2541
 JZ2541.The modeled gravity was interpolated from observed gravity values.
 JZ2541
 JZ2541;                    North         East    Units  Estimated Accuracy
 JZ2541;SPC IN E     -   500,530.       98,140.      MT  (+/- 180 meters Scaled)
 JZ2541
 JZ2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK123016(NAD 83)
 JZ2541
 JZ2541                          SUPERSEDED SURVEY CONTROL
 JZ2541
 JZ2541  NGVD 29 (??/??/92)  274.740  (m)          901.38   (f) ADJ UNCH    2 0
 JZ2541
 JZ2541.Superseded values are not recommended for survey control.
 JZ2541
 JZ2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2541.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2541
 JZ2541_MARKER: DB = BENCH MARK DISK
 JZ2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2541_STAMPING: L 242 1947
 JZ2541_MARK LOGO: CGS
 JZ2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2541+STABILITY: SURFACE MOTION
 JZ2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2541+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2541
 JZ2541  HISTORY     - Date     Condition        Report By
 JZ2541  HISTORY     - 1947     MONUMENTED       CGS
 JZ2541  HISTORY     - 20090203 GOOD             IN-059
 JZ2541
 JZ2541                          STATION DESCRIPTION
 JZ2541
 JZ2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2541'0.5 MI N FROM WESTLAND.
 JZ2541'ABOUT 0.5 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2541'AND STORE AT WESTLAND, ABOUT 2.2 MILES SOUTH OF U.S. HIGHWAY 40,
 JZ2541'AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 38.5 FEET WEST
 JZ2541'OF THE CENTER LINE OF THE BLACK TOP ROAD, 17 FEET SOUTH OF THE
 JZ2541'CENTER LINE OF THE SIDE ROAD, 9 FEET SOUTHEAST OF A FENCE
 JZ2541'CORNER, 56 FEET SOUTH AND ACROSS THE SIDE ROAD FROM THE SOUTHEAST
 JZ2541'CORNER OF A 1-STORY FRAME HOUSE, 1 FOOT NORTHEAST OF THE FENCE
 JZ2541'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2541'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 JZ2541'PROJECTING 3 INCHES.
 JZ2541
 JZ2541                          STATION RECOVERY (2009)
 JZ2541
 JZ2541'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2589 ***********************************************************************
 JZ2589  DESIGNATION -  L 244
 JZ2589  PID         -  JZ2589
 JZ2589  STATE/COUNTY-  IN/SHELBY
 JZ2589  COUNTRY     -  US
 JZ2589  USGS QUAD   -  MORRISTOWN (2019)
 JZ2589
 JZ2589                         *CURRENT SURVEY CONTROL
 JZ2589  ______________________________________________________________________
 JZ2589* NAD 83(1986) POSITION- 39 41 53.     (N) 085 39 06.     (W)   SCALED
 JZ2589* NAVD 88 ORTHO HEIGHT -   280.423 (meters)      920.02  (feet) ADJUSTED
 JZ2589  ______________________________________________________________________
 JZ2589  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 JZ2589  DYNAMIC HEIGHT  -        280.260 (meters)      919.49  (feet) COMP
 JZ2589  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 JZ2589
 JZ2589  VERT ORDER      -  SECOND    CLASS 0
 JZ2589
 JZ2589.The horizontal coordinates were scaled from a map and have
 JZ2589.an estimated accuracy of +/- 6 seconds.
 JZ2589
 JZ2589.The orthometric height was determined by differential leveling and
 JZ2589.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2589.in June 1991.
 JZ2589
 JZ2589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2589.GEOID18 height accuracy estimate available here.
 JZ2589
 JZ2589.Click photographs - Photos may exist for this station.
 JZ2589
 JZ2589.The dynamic height is computed by dividing the NAVD 88
 JZ2589.geopotential number by the normal gravity value computed on the
 JZ2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2589.degrees latitude (g = 980.6199 gals.).
 JZ2589
 JZ2589.The modeled gravity was interpolated from observed gravity values.
 JZ2589
 JZ2589;                    North         East    Units  Estimated Accuracy
 JZ2589;SPC IN E     -   493,990.      101,290.      MT  (+/- 180 meters Scaled)
 JZ2589
 JZ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ156951(NAD 83)
 JZ2589
 JZ2589                          SUPERSEDED SURVEY CONTROL
 JZ2589
 JZ2589  NGVD 29 (??/??/92)  280.545  (m)          920.42   (f) ADJ UNCH    2 0
 JZ2589
 JZ2589.Superseded values are not recommended for survey control.
 JZ2589
 JZ2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2589.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2589
 JZ2589_MARKER: DB = BENCH MARK DISK
 JZ2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2589_STAMPING: L 244 1947
 JZ2589_MARK LOGO: CGS
 JZ2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2589+STABILITY: SURFACE MOTION
 JZ2589
 JZ2589  HISTORY     - Date     Condition        Report By
 JZ2589  HISTORY     - 1947     MONUMENTED       CGS
 JZ2589
 JZ2589                          STATION DESCRIPTION
 JZ2589
 JZ2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2589'4.3 MI NE FROM MORRISTOWN.
 JZ2589'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2589'BUILDING AT MORRISTOWN, THENCE 1.85 MILE NORTH AND NORTHEAST
 JZ2589'ALONG A WINDING COUNTY ROAD, THENCE 2.3 MILES EAST ALONG THE
 JZ2589'HANCOCK-SHELBY COUNTY LINE ROAD.  THE MARK IS IN THE SOUTHWEST
 JZ2589'ANGLE OF AN OFFSET CROSSROAD INTERSECTION, 33.5 FEET SOUTH OF THE
 JZ2589'CENTER LINE OF THE EAST-WEST ROAD, 13.5 FEET WEST OF THE CENTER
 JZ2589'LINE OF THE ROAD LEADING SOUTH, 14 FEET SOUTH OF A FENCE CORNER,
 JZ2589'2 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET EAST OF A FENCE LINE,
 JZ2589'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2589'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ2589'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8497 ***********************************************************************
 AE8497  CBN         -  This is a Cooperative Base Network Control Station.
 AE8497  DESIGNATION -  L 244 RESET
 AE8497  PID         -  AE8497
 AE8497  STATE/COUNTY-  IN/SHELBY
 AE8497  COUNTRY     -  US
 AE8497  USGS QUAD   -  MORRISTOWN (2019)
 AE8497
 AE8497                         *CURRENT SURVEY CONTROL
 AE8497  ______________________________________________________________________
 AE8497* NAD 83(2011) POSITION- 39 41 54.65525(N) 085 39 06.15721(W)   ADJUSTED
 AE8497* NAD 83(2011) ELLIP HT-   246.484 (meters)        (06/27/12)   ADJUSTED
 AE8497* NAD 83(2011) EPOCH   -  2010.00
 AE8497* NAVD 88 ORTHO HEIGHT -   280.5   (meters)      920.    (feet) GPS OBS
 AE8497  ______________________________________________________________________
 AE8497  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8497  GEOID HEIGHT    -        -33.893 (meters)                     GEOID96
 AE8497  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 AE8497  NAD 83(2011) X  -    372,601.539 (meters)                     COMP
 AE8497  NAD 83(2011) Y  - -4,900,201.070 (meters)                     COMP
 AE8497  NAD 83(2011) Z  -  4,052,443.671 (meters)                     COMP
 AE8497  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 AE8497
 AE8497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8497  Standards:
 AE8497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8497  -------------------------------------------------------------------
 AE8497  NETWORK    0.58   1.51           0.27   0.19   0.77     -0.05430867
 AE8497  -------------------------------------------------------------------
 AE8497  Click here for local accuracies and other accuracy information.
 AE8497
 AE8497.The horizontal coordinates were established by GPS observations
 AE8497.and adjusted by the National Geodetic Survey in June 2012.
 AE8497
 AE8497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8497.been affixed to the stable North American tectonic plate. See 
 AE8497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8497
 AE8497.The horizontal coordinates are valid at the epoch date displayed above
 AE8497.which is a decimal equivalence of Year/Month/Day.
 AE8497
 AE8497.The orthometric height was determined by GPS observations and a
 AE8497.high-resolution geoid model.
 AE8497
 AE8497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8497.GEOID18 height accuracy estimate available here.
 AE8497
 AE8497.Click photographs - Photos may exist for this station.
 AE8497
 AE8497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8497
 AE8497.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8497
 AE8497.The ellipsoidal height was determined by GPS observations
 AE8497.and is referenced to NAD 83.
 AE8497
 AE8497. The following values were computed from the NAD 83(2011) position.
 AE8497
 AE8497;                    North         East     Units Scale Factor Converg.
 AE8497;SPC IN E     -   494,044.495   101,282.735   MT  0.99996669   +0 00 34.4
 AE8497;SPC IN E     - 1,620,877.65    332,291.77   sFT  0.99996669   +0 00 34.4
 AE8497;UTM  16      - 4,395,165.099   615,596.134   MT  0.99976451   +0 51 40.7
 AE8497
 AE8497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8497!SPC IN E     -   0.99996133  x   0.99996669  =   0.99992802
 AE8497!UTM  16      -   0.99996133  x   0.99976451  =   0.99972585
 AE8497
 AE8497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1559695165(NAD 83)
 AE8497
 AE8497                          SUPERSEDED SURVEY CONTROL
 AE8497
 AE8497  NAD 83(2007)-  39 41 54.65533(N)    085 39 06.15809(W) AD(2002.00) 0
 AE8497  ELLIP H (02/10/07)  246.505  (m)                       GP(2002.00)    
 AE8497  NAD 83(1997)-  39 41 54.65556(N)    085 39 06.15782(W) AD(       ) B
 AE8497  ELLIP H (04/10/98)  246.535  (m)                       GP(       ) 4 1
 AE8497
 AE8497.Superseded values are not recommended for survey control.
 AE8497
 AE8497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8497.See file dsdata.pdf to determine how the superseded data were derived.
 AE8497
 AE8497_MARKER: DB = BENCH MARK DISK
 AE8497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8497_STAMPING: L 244 1947 RESET 1960
 AE8497_MARK LOGO: CGS
 AE8497_PROJECTION: FLUSH
 AE8497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8497+STABILITY: SURFACE MOTION
 AE8497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8497+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 AE8497
 AE8497  HISTORY     - Date     Condition        Report By
 AE8497  HISTORY     - 1960     MONUMENTED       CGS
 AE8497  HISTORY     - 19970820 GOOD             SEC
 AE8497  HISTORY     - 19980721 GOOD             WOOLPT
 AE8497  HISTORY     - 20220915 GOOD             INDOT
 AE8497
 AE8497                          STATION DESCRIPTION
 AE8497
 AE8497'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8497'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTHEAST OF MORRISTOWN.
 AE8497'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 9 AND U.S.
 AE8497'HIGHWAY 52, GO SOUTHEAST FOR 6.7 MILES (10.8 KM) TO A T ROAD, COUNTY
 AE8497'ROAD 700 EAST, THENCE GO NORTH 2.5 METERS (8.2 FT) TO THE MARK ON THE
 AE8497'LEFT, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF COUNTY ROAD 1200
 AE8497'NORTH AND 700 EAST, SHELBY COUNTY.  SHELBY COUNTY ROAD SUPERVISOR
 AE8497'DALLAS PHILLIPS, 407 SOUTH HARRISON STREET, COURTHOUSE ROOM 107,
 AE8497'SHELBYVILLE IN 46176, PHONE 317-392-6485.  THE STATION IS SET IN THE
 AE8497'TOP OF A ROUND CONCRETE MONUMENT.  LOCATED 10.1 METERS (33.1 FT) TO
 AE8497'SOUTHWEST FACE OF POWER POLE AT AZIMUTH 130 DEGREES, 17.2 METERS (56.4
 AE8497'FT) TO SOUTH FACE OF 28-INCH MAPLE TREE AT AZIMUTH 30 DEGREES, 4.0
 AE8497'METERS (13.1 FT) WEST OF CENTERLINE COUNTY ROAD 700 EAST AND 10.5
 AE8497'METERS (34.4 FT) SOUTH OF CENTERLINE COUNTY ROAD 1200 NORTH.
 AE8497
 AE8497                          STATION RECOVERY (1998)
 AE8497
 AE8497'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 AE8497'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 AE8497
 AE8497                          STATION RECOVERY (2022)
 AE8497
 AE8497'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 AE8497'MARK WAS FOUND FLUSH WITH THE GRAVEL SHOULDER AT THE SOUTHWEST RADIUS
 AE8497'OF THE ASPHALT AT THE INTERSECTION OF SHELBY COUNTY ROADS 700E AND
 AE8497'1200N.  MARK APPEARS STABLE BUT COULD BE SUBJECT TO SOME MOVEMENT DUE
 AE8497'TO VEHICLES RUNNING OVER IT WHEN THEY CUT THE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2415 ***********************************************************************
 JZ2415  DESIGNATION -  L 245
 JZ2415  PID         -  JZ2415
 JZ2415  STATE/COUNTY-  IN/SHELBY
 JZ2415  COUNTRY     -  US
 JZ2415  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2415
 JZ2415                         *CURRENT SURVEY CONTROL
 JZ2415  ______________________________________________________________________
 JZ2415* NAD 83(1986) POSITION- 39 32 03.     (N) 085 43 05.     (W)   SCALED
 JZ2415* NAVD 88 ORTHO HEIGHT -   245.973 (meters)      807.00  (feet) ADJUSTED
 JZ2415  ______________________________________________________________________
 JZ2415  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JZ2415  DYNAMIC HEIGHT  -        245.827 (meters)      806.52  (feet) COMP
 JZ2415  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ2415
 JZ2415  VERT ORDER      -  SECOND    CLASS 0
 JZ2415
 JZ2415.The horizontal coordinates were scaled from a map and have
 JZ2415.an estimated accuracy of +/- 6 seconds.
 JZ2415
 JZ2415.The orthometric height was determined by differential leveling and
 JZ2415.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2415.in June 1991.
 JZ2415
 JZ2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2415.GEOID18 height accuracy estimate available here.
 JZ2415
 JZ2415.Click photographs - Photos may exist for this station.
 JZ2415
 JZ2415.The dynamic height is computed by dividing the NAVD 88
 JZ2415.geopotential number by the normal gravity value computed on the
 JZ2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2415.degrees latitude (g = 980.6199 gals.).
 JZ2415
 JZ2415.The modeled gravity was interpolated from observed gravity values.
 JZ2415
 JZ2415;                    North         East    Units  Estimated Accuracy
 JZ2415;SPC IN E     -   475,800.       95,580.      MT  (+/- 180 meters Scaled)
 JZ2415
 JZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101768(NAD 83)
 JZ2415
 JZ2415                          SUPERSEDED SURVEY CONTROL
 JZ2415
 JZ2415  NGVD 29 (??/??/92)  246.100  (m)          807.41   (f) ADJ UNCH    2 0
 JZ2415
 JZ2415.Superseded values are not recommended for survey control.
 JZ2415
 JZ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2415.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2415
 JZ2415_MARKER: DB = BENCH MARK DISK
 JZ2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2415_STAMPING: L 245 1947
 JZ2415_MARK LOGO: CGS
 JZ2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2415+STABILITY: SURFACE MOTION
 JZ2415
 JZ2415  HISTORY     - Date     Condition        Report By
 JZ2415  HISTORY     - 1947     MONUMENTED       CGS
 JZ2415  HISTORY     - 20100514 MARK NOT FOUND   INDNR
 JZ2415
 JZ2415                          STATION DESCRIPTION
 JZ2415
 JZ2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2415'3 MI NE FROM SHELBYVILLE.
 JZ2415'ABOUT 3.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2415'STATION AT SHELBYVILLE, AT THE SOUTHEAST CORNER OF THE SHELBYVILLE
 JZ2415'AIRPORT, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST C 27, IN THE
 JZ2415'NORTHWEST ANGLE OF THE CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 48
 JZ2415'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 43 FEET WEST OF THE
 JZ2415'CENTER LINE OF THE ROAD, 5.0 FEET WEST OF A FENCE CORNER, 1 1/2
 JZ2415'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2415'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JZ2415'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2415
 JZ2415                          STATION RECOVERY (2010)
 JZ2415
 JZ2415'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2415'VERY BRIEF SEARCH.  DID NOT DIG FOR MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1104 ***********************************************************************
 LA1104  DESIGNATION -  L 246
 LA1104  PID         -  LA1104
 LA1104  STATE/COUNTY-  IN/RANDOLPH
 LA1104  COUNTRY     -  US
 LA1104  USGS QUAD   -  CARLOS (2019)
 LA1104
 LA1104                         *CURRENT SURVEY CONTROL
 LA1104  ______________________________________________________________________
 LA1104* NAD 83(1986) POSITION- 40 05 30.     (N) 085 05 25.     (W)   SCALED
 LA1104* NAVD 88 ORTHO HEIGHT -   335.137 (meters)     1099.53  (feet) ADJUSTED
 LA1104  ______________________________________________________________________
 LA1104  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 LA1104  DYNAMIC HEIGHT  -        334.955 (meters)     1098.93  (feet) COMP
 LA1104  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LA1104
 LA1104  VERT ORDER      -  SECOND    CLASS 0
 LA1104
 LA1104.The horizontal coordinates were scaled from a map and have
 LA1104.an estimated accuracy of +/- 6 seconds.
 LA1104
 LA1104.The orthometric height was determined by differential leveling and
 LA1104.adjusted by the NATIONAL GEODETIC SURVEY
 LA1104.in June 1991.
 LA1104
 LA1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1104.GEOID18 height accuracy estimate available here.
 LA1104
 LA1104.Click photographs - Photos may exist for this station.
 LA1104
 LA1104.The dynamic height is computed by dividing the NAVD 88
 LA1104.geopotential number by the normal gravity value computed on the
 LA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1104.degrees latitude (g = 980.6199 gals.).
 LA1104
 LA1104.The modeled gravity was interpolated from observed gravity values.
 LA1104
 LA1104;                    North         East    Units  Estimated Accuracy
 LA1104;SPC IN E     -   537,860.      149,150.      MT  (+/- 180 meters Scaled)
 LA1104
 LA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK628396(NAD 83)
 LA1104
 LA1104                          SUPERSEDED SURVEY CONTROL
 LA1104
 LA1104  NGVD 29 (??/??/92)  335.275  (m)         1099.98   (f) ADJ UNCH    2 0
 LA1104
 LA1104.Superseded values are not recommended for survey control.
 LA1104
 LA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1104.See file dsdata.pdf to determine how the superseded data were derived.
 LA1104
 LA1104_MARKER: DB = BENCH MARK DISK
 LA1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1104_SP_SET: BRIDGE
 LA1104_STAMPING: L 246 1947
 LA1104_MARK LOGO: CGS
 LA1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1104
 LA1104  HISTORY     - Date     Condition        Report By
 LA1104  HISTORY     - 1947     MONUMENTED       CGS
 LA1104
 LA1104                          STATION DESCRIPTION
 LA1104
 LA1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1104'5 MI NE FROM MODOC.
 LA1104'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1104'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 1.95 MILES EAST ALONG
 LA1104'A GRAVEL ROAD, IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST
 LA1104'CONCRETE HEAD WALL OF A 40-FOOT STEEL BRIDGE OVER CABIN CREEK,
 LA1104'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST
 LA1104'OF THE STEEL BEAM AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1126 ***********************************************************************
 LA1126  DESIGNATION -  L 247
 LA1126  PID         -  LA1126
 LA1126  STATE/COUNTY-  IN/HENRY
 LA1126  COUNTRY     -  US
 LA1126  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1126
 LA1126                         *CURRENT SURVEY CONTROL
 LA1126  ______________________________________________________________________
 LA1126* NAD 83(1986) POSITION- 40 02 50.     (N) 085 24 13.     (W)   SCALED
 LA1126* NAVD 88 ORTHO HEIGHT -   327.128 (meters)     1073.25  (feet) ADJUSTED
 LA1126  ______________________________________________________________________
 LA1126  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 LA1126  DYNAMIC HEIGHT  -        326.950 (meters)     1072.67  (feet) COMP
 LA1126  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 LA1126
 LA1126  VERT ORDER      -  SECOND    CLASS 0
 LA1126
 LA1126.The horizontal coordinates were scaled from a map and have
 LA1126.an estimated accuracy of +/- 6 seconds.
 LA1126
 LA1126.The orthometric height was determined by differential leveling and
 LA1126.adjusted by the NATIONAL GEODETIC SURVEY
 LA1126.in June 1991.
 LA1126
 LA1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1126.GEOID18 height accuracy estimate available here.
 LA1126
 LA1126.Click photographs - Photos may exist for this station.
 LA1126
 LA1126.The dynamic height is computed by dividing the NAVD 88
 LA1126.geopotential number by the normal gravity value computed on the
 LA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1126.degrees latitude (g = 980.6199 gals.).
 LA1126
 LA1126.The modeled gravity was interpolated from observed gravity values.
 LA1126
 LA1126;                    North         East    Units  Estimated Accuracy
 LA1126;SPC IN E     -   532,790.      122,450.      MT  (+/- 180 meters Scaled)
 LA1126
 LA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK361342(NAD 83)
 LA1126
 LA1126                          SUPERSEDED SURVEY CONTROL
 LA1126
 LA1126  NGVD 29 (??/??/92)  327.260  (m)         1073.69   (f) ADJ UNCH    2 0
 LA1126
 LA1126.Superseded values are not recommended for survey control.
 LA1126
 LA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1126.See file dsdata.pdf to determine how the superseded data were derived.
 LA1126
 LA1126_MARKER: DB = BENCH MARK DISK
 LA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1126_STAMPING: L 247 1947
 LA1126_MARK LOGO: CGS
 LA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1126+STABILITY: SURFACE MOTION
 LA1126
 LA1126  HISTORY     - Date     Condition        Report By
 LA1126  HISTORY     - 1947     MONUMENTED       CGS
 LA1126
 LA1126                          STATION DESCRIPTION
 LA1126
 LA1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1126'0.7 MI W FROM SPRINGPORT.
 LA1126'ABOUT 0.7 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1126'AT SPRINGPORT, ABOUT 0.3 MILE WEST OF A CEMETERY, AT A JOGGED
 LA1126'CROSS ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16
 LA1126'FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 15 FEET NORTH
 LA1126'OF A CONCRETE FENCE CORNER POST, 19.5 FEET SOUTH-SOUTHEAST OF
 LA1126'A 20-INCH LONE BLACK WALNUT TREE, 1 FOOT EAST OF A WIRE FENCE,
 LA1126'ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1126'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1687 ***********************************************************************
 JZ1687  DESIGNATION -  L 248
 JZ1687  PID         -  JZ1687
 JZ1687  STATE/COUNTY-  IN/HENRY
 JZ1687  COUNTRY     -  US
 JZ1687  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1687
 JZ1687                         *CURRENT SURVEY CONTROL
 JZ1687  ______________________________________________________________________
 JZ1687* NAD 83(1986) POSITION- 39 57 00.     (N) 085 29 02.     (W)   SCALED
 JZ1687* NAVD 88 ORTHO HEIGHT -   327.136 (meters)     1073.28  (feet) ADJUSTED
 JZ1687  ______________________________________________________________________
 JZ1687  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JZ1687  DYNAMIC HEIGHT  -        326.954 (meters)     1072.68  (feet) COMP
 JZ1687  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 JZ1687
 JZ1687  VERT ORDER      -  SECOND    CLASS 0
 JZ1687
 JZ1687.The horizontal coordinates were scaled from a map and have
 JZ1687.an estimated accuracy of +/- 6 seconds.
 JZ1687
 JZ1687.The orthometric height was determined by differential leveling and
 JZ1687.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1687.in June 1991.
 JZ1687
 JZ1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1687.GEOID18 height accuracy estimate available here.
 JZ1687
 JZ1687.Click photographs - Photos may exist for this station.
 JZ1687
 JZ1687.The dynamic height is computed by dividing the NAVD 88
 JZ1687.geopotential number by the normal gravity value computed on the
 JZ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1687.degrees latitude (g = 980.6199 gals.).
 JZ1687
 JZ1687.The modeled gravity was interpolated from observed gravity values.
 JZ1687
 JZ1687;                    North         East    Units  Estimated Accuracy
 JZ1687;SPC IN E     -   521,980.      115,620.      MT  (+/- 180 meters Scaled)
 JZ1687
 JZ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK295233(NAD 83)
 JZ1687
 JZ1687                          SUPERSEDED SURVEY CONTROL
 JZ1687
 JZ1687  NGVD 29 (??/??/92)  327.263  (m)         1073.70   (f) ADJ UNCH    2 0
 JZ1687
 JZ1687.Superseded values are not recommended for survey control.
 JZ1687
 JZ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1687.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1687
 JZ1687_MARKER: DB = BENCH MARK DISK
 JZ1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1687_SP_SET: BUILDING
 JZ1687_STAMPING: L 248 1947
 JZ1687_MARK LOGO: CGS
 JZ1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1687
 JZ1687  HISTORY     - Date     Condition        Report By
 JZ1687  HISTORY     - 1947     MONUMENTED       CGS
 JZ1687
 JZ1687                          STATION DESCRIPTION
 JZ1687
 JZ1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1687'AT CADIZ.
 JZ1687'AT CADIZ, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 38 FROM THE
 JZ1687'MAIN CROSSROADS, SET VERTICALLY IN THE WEST WALL AT THE NORTHWEST
 JZ1687'CORNER OF THE CADIZ PUBLIC SCHOOL BUILDING, 161 FEET SOUTH OF
 JZ1687'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTHWEST
 JZ1687'CORNER AND 4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1132 ***********************************************************************
 LA1132  DESIGNATION -  L 249
 LA1132  PID         -  LA1132
 LA1132  STATE/COUNTY-  IN/HENRY
 LA1132  COUNTRY     -  US
 LA1132  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1132
 LA1132                         *CURRENT SURVEY CONTROL
 LA1132  ______________________________________________________________________
 LA1132* NAD 83(1986) POSITION- 40 00 14.90   (N) 085 16 11.78   (W)   HD_HELD1
 LA1132* NAVD 88 ORTHO HEIGHT -   341.758 (meters)     1121.25  (feet) ADJUSTED
 LA1132  ______________________________________________________________________
 LA1132  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LA1132  DYNAMIC HEIGHT  -        341.568 (meters)     1120.63  (feet) COMP
 LA1132  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 LA1132
 LA1132  VERT ORDER      -  SECOND    CLASS 0
 LA1132
 LA1132.The horizontal coordinates were determined by differentially corrected
 LA1132.hand held GPS observations or other comparable positioning techniques
 LA1132.and have an estimated accuracy of +/- 3 meters.
 LA1132
 LA1132.The orthometric height was determined by differential leveling and
 LA1132.adjusted by the NATIONAL GEODETIC SURVEY
 LA1132.in June 1991.
 LA1132
 LA1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1132.GEOID18 height accuracy estimate available here.
 LA1132
 LA1132.Click photographs - Photos may exist for this station.
 LA1132
 LA1132.The dynamic height is computed by dividing the NAVD 88
 LA1132.geopotential number by the normal gravity value computed on the
 LA1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1132.degrees latitude (g = 980.6199 gals.).
 LA1132
 LA1132.The modeled gravity was interpolated from observed gravity values.
 LA1132
 LA1132;                    North         East    Units  Estimated Accuracy
 LA1132;SPC IN E     -   528,052.6     133,875.0     MT  (+/- 3 meters HH1 GPS) 
 LA1132
 LA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4767229650(NAD 83)
 LA1132
 LA1132                          SUPERSEDED SURVEY CONTROL
 LA1132
 LA1132  NGVD 29 (??/??/92)  341.892  (m)         1121.69   (f) ADJ UNCH    2 0
 LA1132
 LA1132.Superseded values are not recommended for survey control.
 LA1132
 LA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1132.See file dsdata.pdf to determine how the superseded data were derived.
 LA1132
 LA1132_MARKER: DB = BENCH MARK DISK
 LA1132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1132_SP_SET: CULVERT HEADWALL
 LA1132_STAMPING: L 249 1947
 LA1132_MARK LOGO: CGS
 LA1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1132+STABILITY: SURFACE MOTION
 LA1132
 LA1132  HISTORY     - Date     Condition        Report By
 LA1132  HISTORY     - 1947     MONUMENTED       CGS
 LA1132
 LA1132                          STATION DESCRIPTION
 LA1132
 LA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1132'1.7 MI NW FROM MOORELAND.
 LA1132'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 LA1132'BUILDING AT MOORELAND, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY
 LA1132'36, IN THE SOUTHEAST QUARTER OF A CROSS ROAD, 22 FEET SOUTH OF
 LA1132'THE CENTER LINE OF HIGHWAY 36, 50 FEET EAST OF THE CENTER LINE
 LA1132'OF THE NORTH-SOUTH ROAD, IN THE TOP OF THE EAST END OF THE
 LA1132'SOUTH CONCRETE HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT AND
 LA1132'ABOUT 1 FOOT BELOW THE LEVEL OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1434 ***********************************************************************
 LA1434  DESIGNATION -  L 250
 LA1434  PID         -  LA1434
 LA1434  STATE/COUNTY-  IN/MADISON
 LA1434  COUNTRY     -  US
 LA1434  USGS QUAD   -  LAPEL (2019)
 LA1434
 LA1434                         *CURRENT SURVEY CONTROL
 LA1434  ______________________________________________________________________
 LA1434* NAD 83(1986) POSITION- 40 04 35.     (N) 085 48 23.     (W)   SCALED
 LA1434* NAVD 88 ORTHO HEIGHT -   264.892 (meters)      869.07  (feet) ADJUSTED
 LA1434  ______________________________________________________________________
 LA1434  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 LA1434  DYNAMIC HEIGHT  -        264.748 (meters)      868.59  (feet) COMP
 LA1434  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 LA1434
 LA1434  VERT ORDER      -  SECOND    CLASS 0
 LA1434
 LA1434.The horizontal coordinates were scaled from a map and have
 LA1434.an estimated accuracy of +/- 6 seconds.
 LA1434
 LA1434.The orthometric height was determined by differential leveling and
 LA1434.adjusted by the NATIONAL GEODETIC SURVEY
 LA1434.in June 1991.
 LA1434
 LA1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1434.GEOID18 height accuracy estimate available here.
 LA1434
 LA1434.Click photographs - Photos may exist for this station.
 LA1434
 LA1434.The dynamic height is computed by dividing the NAVD 88
 LA1434.geopotential number by the normal gravity value computed on the
 LA1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1434.degrees latitude (g = 980.6199 gals.).
 LA1434
 LA1434.The modeled gravity was interpolated from observed gravity values.
 LA1434
 LA1434;                    North         East    Units  Estimated Accuracy
 LA1434;SPC IN E     -   536,010.       88,080.      MT  (+/- 180 meters Scaled)
 LA1434
 LA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017369(NAD 83)
 LA1434
 LA1434                          SUPERSEDED SURVEY CONTROL
 LA1434
 LA1434  NGVD 29 (??/??/92)  265.026  (m)          869.51   (f) ADJ UNCH    2 0
 LA1434
 LA1434.Superseded values are not recommended for survey control.
 LA1434
 LA1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1434.See file dsdata.pdf to determine how the superseded data were derived.
 LA1434
 LA1434_MARKER: DB = BENCH MARK DISK
 LA1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1434_STAMPING: L 250 1947
 LA1434_MARK LOGO: CGS
 LA1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1434+STABILITY: SURFACE MOTION
 LA1434
 LA1434  HISTORY     - Date     Condition        Report By
 LA1434  HISTORY     - 1947     MONUMENTED       CGS
 LA1434  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1434
 LA1434                          STATION DESCRIPTION
 LA1434
 LA1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1434'6.8 MI W FROM ANDERSON.
 LA1434'ABOUT 6.75 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM
 LA1434'THE MERIDIAN STREET STATION AT ANDERSON, ABOUT 0.3 MILE EAST OF A
 LA1434'GRAVEL ROAD CROSSING, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 15.5
 LA1434'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 27 FEET WEST OF THE
 LA1434'CENTER LINE OF THE GRAVEL ROAD, 11.5 FEET WEST OF POWER POLE NO.
 LA1434'65/771, 8.5 FEET WEST OF A FENCE CORNER POST, 2 FEET NORTH OF THE
 LA1434'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 LA1434'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1434'4 INCHES.  NOTE-- MARK IS ABOUT 2.3 MILES EAST OF THE STATION
 LA1434'AT LAPEL, MADISON COUNTY.
 LA1434
 LA1434                          STATION RECOVERY (2023)
 LA1434
 LA1434'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1491 ***********************************************************************
 JZ1491  DESIGNATION -  L 251
 JZ1491  PID         -  JZ1491
 JZ1491  STATE/COUNTY-  IN/HENRY
 JZ1491  COUNTRY     -  US
 JZ1491  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1491
 JZ1491                         *CURRENT SURVEY CONTROL
 JZ1491  ______________________________________________________________________
 JZ1491* NAD 83(1986) POSITION- 39 56 09.     (N) 085 20 31.     (W)   SCALED
 JZ1491* NAVD 88 ORTHO HEIGHT -   328.607 (meters)     1078.10  (feet) ADJUSTED
 JZ1491  ______________________________________________________________________
 JZ1491  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JZ1491  DYNAMIC HEIGHT  -        328.423 (meters)     1077.50  (feet) COMP
 JZ1491  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 JZ1491
 JZ1491  VERT ORDER      -  SECOND    CLASS 0
 JZ1491
 JZ1491.The horizontal coordinates were scaled from a map and have
 JZ1491.an estimated accuracy of +/- 6 seconds.
 JZ1491
 JZ1491.The orthometric height was determined by differential leveling and
 JZ1491.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1491.in June 1991.
 JZ1491
 JZ1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1491.GEOID18 height accuracy estimate available here.
 JZ1491
 JZ1491.Click photographs - Photos may exist for this station.
 JZ1491
 JZ1491.The dynamic height is computed by dividing the NAVD 88
 JZ1491.geopotential number by the normal gravity value computed on the
 JZ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1491.degrees latitude (g = 980.6199 gals.).
 JZ1491
 JZ1491.The modeled gravity was interpolated from observed gravity values.
 JZ1491
 JZ1491;                    North         East    Units  Estimated Accuracy
 JZ1491;SPC IN E     -   520,440.      127,750.      MT  (+/- 180 meters Scaled)
 JZ1491
 JZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK416219(NAD 83)
 JZ1491
 JZ1491                          SUPERSEDED SURVEY CONTROL
 JZ1491
 JZ1491  NGVD 29 (??/??/92)  328.737  (m)         1078.53   (f) ADJ UNCH    2 0
 JZ1491
 JZ1491.Superseded values are not recommended for survey control.
 JZ1491
 JZ1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1491.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1491
 JZ1491_MARKER: DB = BENCH MARK DISK
 JZ1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1491_STAMPING: L 251 1947
 JZ1491_MARK LOGO: CGS
 JZ1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1491+STABILITY: SURFACE MOTION
 JZ1491
 JZ1491  HISTORY     - Date     Condition        Report By
 JZ1491  HISTORY     - 1947     MONUMENTED       CGS
 JZ1491
 JZ1491                          STATION DESCRIPTION
 JZ1491
 JZ1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1491'2 MI E FROM NEW CASTLE.
 JZ1491'ABOUT 2.0 MILES EAST OF NEW CASTLE, AT THE NORTHWEST CORNER
 JZ1491'OF THE NEW CASTLE MUNICIPAL AIRPORT, ABOUT 0.15 MILE WEST OF THE
 JZ1491'MAIN OFFICE BUILDING, 97 FEET NORTHEAST OF THE NORTHEAST CORNER
 JZ1491'OF THE STEPHENSON-BRADWAY CONCRETE BLOCK SALES AND SERVICE
 JZ1491'BUILDING, 87 FEET SOUTH OF THE CENTER LINE OF A BLACK TOP ROAD
 JZ1491'RUNNING ALONG THE NORTH EDGE OF THE FIELD, 60.5 FEET EAST OF A
 JZ1491'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 6 FEET NORTHEAST
 JZ1491'OF THE NORTHEAST CORNER OF A 4 BY 4 FOOT CONCRETE BASE OF AN
 JZ1491'ABANDONED GASOLINE PUMP, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1491'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1632 ***********************************************************************
 JZ1632  DESIGNATION -  L 252
 JZ1632  PID         -  JZ1632
 JZ1632  STATE/COUNTY-  IN/HENRY
 JZ1632  COUNTRY     -  US
 JZ1632  USGS QUAD   -  DUNREITH (2019)
 JZ1632
 JZ1632                         *CURRENT SURVEY CONTROL
 JZ1632  ______________________________________________________________________
 JZ1632* NAD 83(1986) POSITION- 39 47 25.     (N) 085 26 51.     (W)   SCALED
 JZ1632* NAVD 88 ORTHO HEIGHT -   308.251 (meters)     1011.32  (feet) ADJUSTED
 JZ1632  ______________________________________________________________________
 JZ1632  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 JZ1632  DYNAMIC HEIGHT  -        308.074 (meters)     1010.74  (feet) COMP
 JZ1632  MODELED GRAVITY -    980,044.5   (mgal)                       NAVD 88
 JZ1632
 JZ1632  VERT ORDER      -  SECOND    CLASS 0
 JZ1632
 JZ1632.The horizontal coordinates were scaled from a map and have
 JZ1632.an estimated accuracy of +/- 6 seconds.
 JZ1632
 JZ1632.The orthometric height was determined by differential leveling and
 JZ1632.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1632.in June 1991.
 JZ1632
 JZ1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1632.GEOID18 height accuracy estimate available here.
 JZ1632
 JZ1632.Click photographs - Photos may exist for this station.
 JZ1632
 JZ1632.The dynamic height is computed by dividing the NAVD 88
 JZ1632.geopotential number by the normal gravity value computed on the
 JZ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1632.degrees latitude (g = 980.6199 gals.).
 JZ1632
 JZ1632.The modeled gravity was interpolated from observed gravity values.
 JZ1632
 JZ1632;                    North         East    Units  Estimated Accuracy
 JZ1632;SPC IN E     -   504,260.      118,770.      MT  (+/- 180 meters Scaled)
 JZ1632
 JZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK329056(NAD 83)
 JZ1632
 JZ1632                          SUPERSEDED SURVEY CONTROL
 JZ1632
 JZ1632  NGVD 29 (??/??/92)  308.380  (m)         1011.74   (f) ADJ UNCH    2 0
 JZ1632
 JZ1632.Superseded values are not recommended for survey control.
 JZ1632
 JZ1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1632.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1632
 JZ1632_MARKER: DB = BENCH MARK DISK
 JZ1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1632_SP_SET: ABUTMENT
 JZ1632_STAMPING: L 252 1947
 JZ1632_MARK LOGO: CGS
 JZ1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1632
 JZ1632  HISTORY     - Date     Condition        Report By
 JZ1632  HISTORY     - 1947     MONUMENTED       CGS
 JZ1632
 JZ1632                          STATION DESCRIPTION
 JZ1632
 JZ1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1632'0.8 MI S FROM DUNREITH.
 JZ1632'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1632'OVER U.S. HIGHWAY 40 AT DUNREITH, IN THE TOP OF THE EAST END
 JZ1632'OF THE NORTH ABUTMENT OF A 42-FOOT CONCRETE ARCH BRIDGE, 18
 JZ1632'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF
 JZ1632'THE EAST CONCRETE BANISTER, AND ABOUT 0.5 FOOT ABOVE THE LEVEL
 JZ1632'OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1540 ***********************************************************************
 JZ1540  DESIGNATION -  L 253
 JZ1540  PID         -  JZ1540
 JZ1540  STATE/COUNTY-  IN/HENRY
 JZ1540  COUNTRY     -  US
 JZ1540  USGS QUAD   -  LEWISVILLE (2019)
 JZ1540
 JZ1540                         *CURRENT SURVEY CONTROL
 JZ1540  ______________________________________________________________________
 JZ1540* NAD 83(1986) POSITION- 39 51 52.     (N) 085 15 45.     (W)   SCALED
 JZ1540* NAVD 88 ORTHO HEIGHT -   336.193 (meters)     1102.99  (feet) ADJUSTED
 JZ1540  ______________________________________________________________________
 JZ1540  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 JZ1540  DYNAMIC HEIGHT  -        335.998 (meters)     1102.35  (feet) COMP
 JZ1540  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 JZ1540
 JZ1540  VERT ORDER      -  SECOND    CLASS 0
 JZ1540
 JZ1540.The horizontal coordinates were scaled from a map and have
 JZ1540.an estimated accuracy of +/- 6 seconds.
 JZ1540
 JZ1540.The orthometric height was determined by differential leveling and
 JZ1540.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1540.in June 1991.
 JZ1540
 JZ1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1540.GEOID18 height accuracy estimate available here.
 JZ1540
 JZ1540.Click photographs - Photos may exist for this station.
 JZ1540
 JZ1540.The dynamic height is computed by dividing the NAVD 88
 JZ1540.geopotential number by the normal gravity value computed on the
 JZ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1540.degrees latitude (g = 980.6199 gals.).
 JZ1540
 JZ1540.The modeled gravity was interpolated from observed gravity values.
 JZ1540
 JZ1540;                    North         East    Units  Estimated Accuracy
 JZ1540;SPC IN E     -   512,550.      134,580.      MT  (+/- 180 meters Scaled)
 JZ1540
 JZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486141(NAD 83)
 JZ1540
 JZ1540                          SUPERSEDED SURVEY CONTROL
 JZ1540
 JZ1540  NGVD 29 (??/??/92)  336.322  (m)         1103.42   (f) ADJ UNCH    2 0
 JZ1540
 JZ1540.Superseded values are not recommended for survey control.
 JZ1540
 JZ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1540.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1540
 JZ1540_MARKER: DB = BENCH MARK DISK
 JZ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1540_STAMPING: L 253 1947
 JZ1540_MARK LOGO: CGS
 JZ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1540+STABILITY: SURFACE MOTION
 JZ1540
 JZ1540  HISTORY     - Date     Condition        Report By
 JZ1540  HISTORY     - 1947     MONUMENTED       CGS
 JZ1540
 JZ1540                          STATION DESCRIPTION
 JZ1540
 JZ1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1540'AT NEW LISBON.
 JZ1540'AT NEW LISBON, 12.8 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 JZ1540'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 9 FEET EAST OF
 JZ1540'A TELEGRAPH POLE, 84 FEET NORTHWEST OF THE CENTER OF A PAVED
 JZ1540'ROAD CROSSING, 20.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JZ1540'MAIN TRACK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ1540'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ1540'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1534 ***********************************************************************
 JZ1534  DESIGNATION -  L 254
 JZ1534  PID         -  JZ1534
 JZ1534  STATE/COUNTY-  IN/WAYNE
 JZ1534  COUNTRY     -  US
 JZ1534  USGS QUAD   -  JACKSONBURG (2019)
 JZ1534
 JZ1534                         *CURRENT SURVEY CONTROL
 JZ1534  ______________________________________________________________________
 JZ1534* NAD 83(1986) POSITION- 39 48 49.4    (N) 085 06 28.1    (W)   HD_HELD2
 JZ1534* NAVD 88 ORTHO HEIGHT -   301.992 (meters)      990.79  (feet) ADJUSTED
 JZ1534  ______________________________________________________________________
 JZ1534  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 JZ1534  DYNAMIC HEIGHT  -        301.818 (meters)      990.21  (feet) COMP
 JZ1534  MODELED GRAVITY -    980,041.1   (mgal)                       NAVD 88
 JZ1534
 JZ1534  VERT ORDER      -  SECOND    CLASS 0
 JZ1534
 JZ1534.The horizontal coordinates were established by autonomous hand held GPS
 JZ1534.observations and have an estimated accuracy of +/- 10 meters.
 JZ1534
 JZ1534.The orthometric height was determined by differential leveling and
 JZ1534.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1534.in June 1991.
 JZ1534
 JZ1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1534.GEOID18 height accuracy estimate available here.
 JZ1534
 JZ1534.Click photographs - Photos may exist for this station.
 JZ1534
 JZ1534.The dynamic height is computed by dividing the NAVD 88
 JZ1534.geopotential number by the normal gravity value computed on the
 JZ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1534.degrees latitude (g = 980.6199 gals.).
 JZ1534
 JZ1534.The modeled gravity was interpolated from observed gravity values.
 JZ1534
 JZ1534;                    North         East    Units  Estimated Accuracy
 JZ1534;SPC IN E     -   506,985.      147,851.      MT  (+/- 10 meters HH2 GPS)
 JZ1534
 JZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6196008795(NAD 83)
 JZ1534
 JZ1534                          SUPERSEDED SURVEY CONTROL
 JZ1534
 JZ1534  NGVD 29 (??/??/92)  302.133  (m)          991.25   (f) ADJ UNCH    2 0
 JZ1534
 JZ1534.Superseded values are not recommended for survey control.
 JZ1534
 JZ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1534.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1534
 JZ1534_MARKER: DB = BENCH MARK DISK
 JZ1534_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1534_SP_SET: BOX CULVERT HEADWALL
 JZ1534_STAMPING: L 254 1947
 JZ1534_MARK LOGO: CGS
 JZ1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1534+STABILITY: SURFACE MOTION
 JZ1534
 JZ1534  HISTORY     - Date     Condition        Report By
 JZ1534  HISTORY     - 1947     MONUMENTED       CGS
 JZ1534
 JZ1534                          STATION DESCRIPTION
 JZ1534
 JZ1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1534'AT PENNVILLE.
 JZ1534'AT PENNVILLE, AT THE EAST VILLAGE LIMITS, ABOUT 45 YARDS EAST
 JZ1534'OF THE CROSSROADS AND THE PAVED ROAD LEADING NORTH TO JACKSONBURG,
 JZ1534'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 5-FOOT
 JZ1534'CONCRETE BOX CULVERT NUMBER 99, 40 FEET SOUTH OF THE CENTER
 JZ1534'LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1572 ***********************************************************************
 JZ1572  DESIGNATION -  L 255
 JZ1572  PID         -  JZ1572
 JZ1572  STATE/COUNTY-  IN/WAYNE
 JZ1572  COUNTRY     -  US
 JZ1572  USGS QUAD   -  JACKSONBURG (2019)
 JZ1572
 JZ1572                         *CURRENT SURVEY CONTROL
 JZ1572  ______________________________________________________________________
 JZ1572* NAD 83(1986) POSITION- 39 46 57.     (N) 085 00 54.     (W)   SCALED
 JZ1572* NAVD 88 ORTHO HEIGHT -   306.102 (meters)     1004.27  (feet) ADJUSTED
 JZ1572  ______________________________________________________________________
 JZ1572  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 JZ1572  DYNAMIC HEIGHT  -        305.924 (meters)     1003.69  (feet) COMP
 JZ1572  MODELED GRAVITY -    980,034.8   (mgal)                       NAVD 88
 JZ1572
 JZ1572  VERT ORDER      -  SECOND    CLASS 0
 JZ1572
 JZ1572.The horizontal coordinates were scaled from a map and have
 JZ1572.an estimated accuracy of +/- 6 seconds.
 JZ1572
 JZ1572.The orthometric height was determined by differential leveling and
 JZ1572.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1572.in June 1991.
 JZ1572
 JZ1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1572.GEOID18 height accuracy estimate available here.
 JZ1572
 JZ1572.Click photographs - Photos may exist for this station.
 JZ1572
 JZ1572.The dynamic height is computed by dividing the NAVD 88
 JZ1572.geopotential number by the normal gravity value computed on the
 JZ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1572.degrees latitude (g = 980.6199 gals.).
 JZ1572
 JZ1572.The modeled gravity was interpolated from observed gravity values.
 JZ1572
 JZ1572;                    North         East    Units  Estimated Accuracy
 JZ1572;SPC IN E     -   503,570.      155,820.      MT  (+/- 180 meters Scaled)
 JZ1572
 JZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK699055(NAD 83)
 JZ1572
 JZ1572                          SUPERSEDED SURVEY CONTROL
 JZ1572
 JZ1572  NGVD 29 (??/??/92)  306.243  (m)         1004.73   (f) ADJ UNCH    2 0
 JZ1572
 JZ1572.Superseded values are not recommended for survey control.
 JZ1572
 JZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1572.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1572
 JZ1572_MARKER: DB = BENCH MARK DISK
 JZ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1572_STAMPING: L 255 1947
 JZ1572_MARK LOGO: CGS
 JZ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1572+STABILITY: SURFACE MOTION
 JZ1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1572+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1572
 JZ1572  HISTORY     - Date     Condition        Report By
 JZ1572  HISTORY     - 1947     MONUMENTED       CGS
 JZ1572  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1572
 JZ1572                          STATION DESCRIPTION
 JZ1572
 JZ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1572'3.5 MI SW FROM CENTERVILLE.
 JZ1572'ABOUT 2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION
 JZ1572'WITH U.S. HIGHWAY 40 AT CENTERVILLE, THENCE 1.0 MILE WEST AND
 JZ1572'NORTHWEST ALONG A GRAVEL ROAD, AT THE INTERSECTION WITH A
 JZ1572'NORTH-SOUTH GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF THE
 JZ1572'INTERSECTION, ABOUT 60 YARDS NORTH OF A SMALL CONCRETE BRIDGE
 JZ1572'UNDER THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE CENTER LINE
 JZ1572'OF THE EAST-WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE
 JZ1572'NORTH-SOUTH ROAD, 11.5 FEET WEST OF A FENCE CORNER, 14 FEET WEST
 JZ1572'OF A POWER LINE POLE, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET EAST
 JZ1572'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1572'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1572
 JZ1572                          STATION RECOVERY (2003)
 JZ1572
 JZ1572'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1572'39 46.957 85 0.908 (18 FT ACCURACY)
 JZ1572'ALL ROADS ARE NOW PAVED.  NORTH-SOUTH ROAD IS STEVENS ROAD.  EAST-WEST
 JZ1572'ROAD IS MCCONAHA ROAD.  POWER POLE IS LABELED REMC X1-14.6-20.9.  MARK
 JZ1572'IS NOW FLUSH WITH THE GROUND.
 JZ1572'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0931 ***********************************************************************
 ME0931  DESIGNATION -  L 256
 ME0931  PID         -  ME0931
 ME0931  STATE/COUNTY-  IN/LAKE
 ME0931  COUNTRY     -  US
 ME0931  USGS QUAD   -  HIGHLAND (2019)
 ME0931
 ME0931                         *CURRENT SURVEY CONTROL
 ME0931  ______________________________________________________________________
 ME0931* NAD 83(1986) POSITION- 41 31 03.     (N) 087 26 14.     (W)   SCALED
 ME0931* NAVD 88 ORTHO HEIGHT -   192.665 (meters)      632.10  (feet) ADJUSTED
 ME0931  ______________________________________________________________________
 ME0931  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 ME0931  DYNAMIC HEIGHT  -        192.591 (meters)      631.86  (feet) COMP
 ME0931  MODELED GRAVITY -    980,233.7   (mgal)                       NAVD 88
 ME0931
 ME0931  VERT ORDER      -  SECOND    CLASS 0
 ME0931
 ME0931.The horizontal coordinates were scaled from a map and have
 ME0931.an estimated accuracy of +/- 6 seconds.
 ME0931
 ME0931.The orthometric height was determined by differential leveling and
 ME0931.adjusted by the NATIONAL GEODETIC SURVEY
 ME0931.in June 1991.
 ME0931
 ME0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0931.GEOID18 height accuracy estimate available here.
 ME0931
 ME0931.Click photographs - Photos may exist for this station.
 ME0931
 ME0931.The dynamic height is computed by dividing the NAVD 88
 ME0931.geopotential number by the normal gravity value computed on the
 ME0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0931.degrees latitude (g = 980.6199 gals.).
 ME0931
 ME0931.The modeled gravity was interpolated from observed gravity values.
 ME0931
 ME0931;                    North         East    Units  Estimated Accuracy
 ME0931;SPC IN W     -   696,090.      870,460.      MT  (+/- 180 meters Scaled)
 ME0931
 ME0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL635962(NAD 83)
 ME0931
 ME0931                          SUPERSEDED SURVEY CONTROL
 ME0931
 ME0931  NGVD 29 (??/??/92)  192.760  (m)          632.41   (f) ADJ UNCH    2 0
 ME0931
 ME0931.Superseded values are not recommended for survey control.
 ME0931
 ME0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0931.See file dsdata.pdf to determine how the superseded data were derived.
 ME0931
 ME0931_MARKER: DB = BENCH MARK DISK
 ME0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0931_SP_SET: WATER TANK FOUNDATION
 ME0931_STAMPING: L 256 1947
 ME0931_MARK LOGO: CGS
 ME0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0931
 ME0931  HISTORY     - Date     Condition        Report By
 ME0931  HISTORY     - 1947     MONUMENTED       CGS
 ME0931  HISTORY     - 1950     GOOD             CGS
 ME0931  HISTORY     - 20100304 MARK NOT FOUND   LFA
 ME0931
 ME0931                          STATION DESCRIPTION
 ME0931
 ME0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0931'0.6 MI SW FROM GRIFFITH.
 ME0931'ABOUT 0.6 MILE SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD
 ME0931'FROM THE CONTROL TOWER AT GRIFFITH, SET IN THE TOP OF THE SOUTH
 ME0931'CORNER OF THE EAST LEG OF THE CONCRETE FOUNDATION OF A WATER
 ME0931'TANK BETWEEN THE MICHIGAN CENTRAL RAILROAD AND THE ELGIN,
 ME0931'JOLIET AND EASTERN RAILWAY, OPPOSITE THE MAIN PUMP HOUSE OF THE
 ME0931'BUCKEYE PIPE LINE COMPANY SUB STATION, AND ABOUT LEVEL WITH
 ME0931'THE TRACKS.  MARK MAY BE REACHED FROM HIGHLANDS, LAKE COUNTY
 ME0931'BY GOING ABOUT 3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 ME0931'FROM THE STATION, THENCE ABOUT 2.1 MILES NORTHEAST ALONG THE
 ME0931'MICHIGAN CENTRAL RAILROAD.  NOTE-- THE MARK IS SET IN THE
 ME0931'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE WATER TOWER.
 ME0931
 ME0931                          STATION RECOVERY (1950)
 ME0931
 ME0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ME0931'RECOVERED IN GOOD CONDITION.
 ME0931
 ME0931                          STATION RECOVERY (2010)
 ME0931
 ME0931'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0931'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1745 ***********************************************************************
 JZ1745  DESIGNATION -  L 257
 JZ1745  PID         -  JZ1745
 JZ1745  STATE/COUNTY-  IN/RUSH
 JZ1745  COUNTRY     -  US
 JZ1745  USGS QUAD   -  RUSHVILLE (2019)
 JZ1745
 JZ1745                         *CURRENT SURVEY CONTROL
 JZ1745  ______________________________________________________________________
 JZ1745* NAD 83(1986) POSITION- 39 31 53.     (N) 085 27 36.     (W)   SCALED
 JZ1745* NAVD 88 ORTHO HEIGHT -   302.391 (meters)      992.09  (feet) ADJUSTED
 JZ1745  ______________________________________________________________________
 JZ1745  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 JZ1745  DYNAMIC HEIGHT  -        302.208 (meters)      991.49  (feet) COMP
 JZ1745  MODELED GRAVITY -    980,012.6   (mgal)                       NAVD 88
 JZ1745
 JZ1745  VERT ORDER      -  SECOND    CLASS 0
 JZ1745
 JZ1745.The horizontal coordinates were scaled from a map and have
 JZ1745.an estimated accuracy of +/- 6 seconds.
 JZ1745
 JZ1745.The orthometric height was determined by differential leveling and
 JZ1745.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1745.in June 1991.
 JZ1745
 JZ1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1745.GEOID18 height accuracy estimate available here.
 JZ1745
 JZ1745.Click photographs - Photos may exist for this station.
 JZ1745
 JZ1745.The dynamic height is computed by dividing the NAVD 88
 JZ1745.geopotential number by the normal gravity value computed on the
 JZ1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1745.degrees latitude (g = 980.6199 gals.).
 JZ1745
 JZ1745.The modeled gravity was interpolated from observed gravity values.
 JZ1745
 JZ1745;                    North         East    Units  Estimated Accuracy
 JZ1745;SPC IN E     -   475,510.      117,770.      MT  (+/- 180 meters Scaled)
 JZ1745
 JZ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ323768(NAD 83)
 JZ1745
 JZ1745                          SUPERSEDED SURVEY CONTROL
 JZ1745
 JZ1745  NGVD 29 (??/??/92)  302.519  (m)          992.51   (f) ADJ UNCH    2 0
 JZ1745
 JZ1745.Superseded values are not recommended for survey control.
 JZ1745
 JZ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1745.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1745
 JZ1745_MARKER: DB = BENCH MARK DISK
 JZ1745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1745_SP_SET: CULVERT HEADWALL
 JZ1745_STAMPING: L 257 1947
 JZ1745_MARK LOGO: CGS
 JZ1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1745+STABILITY: SURFACE MOTION
 JZ1745
 JZ1745  HISTORY     - Date     Condition        Report By
 JZ1745  HISTORY     - 1947     MONUMENTED       CGS
 JZ1745
 JZ1745                          STATION DESCRIPTION
 JZ1745
 JZ1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1745'5.8 MI S FROM RUSHVILLE.
 JZ1745'ABOUT 5.75 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1745'AT RUSHVILLE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JZ1745'HEAD WALL OF A 24-INCH STEEL CORRUGATED PIPE CULVERT, 100 FEET
 JZ1745'SOUTHEAST AND ACROSS THE HIGHWAY FROM A T FENCE CORNER POST IN
 JZ1745'THE WEST RIGHT-OF-WAY FENCE, 21 FEET EAST OF THE CENTER LINE OF
 JZ1745'THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND
 JZ1745'ABOUT 1/2-FOOT ABOVE THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 JZ1745'FROM THE FIRST NATIONAL BANK AT MILROY, RUSH COUNTY BY GOING
 JZ1745'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244, THENCE ABOUT 2.7 MILES
 JZ1745'NORTH ALONG STATE HIGHWAY 3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1945 ***********************************************************************
 JZ1945  DESIGNATION -  L 258
 JZ1945  PID         -  JZ1945
 JZ1945  STATE/COUNTY-  IN/DECATUR
 JZ1945  COUNTRY     -  US
 JZ1945  USGS QUAD   -  CLARKSBURG (2019)
 JZ1945
 JZ1945                         *CURRENT SURVEY CONTROL
 JZ1945  ______________________________________________________________________
 JZ1945* NAD 83(1986) POSITION- 39 25 59.     (N) 085 22 02.     (W)   SCALED
 JZ1945* NAVD 88 ORTHO HEIGHT -   319.526 (meters)     1048.31  (feet) ADJUSTED
 JZ1945  ______________________________________________________________________
 JZ1945  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 JZ1945  DYNAMIC HEIGHT  -        319.328 (meters)     1047.66  (feet) COMP
 JZ1945  MODELED GRAVITY -    980,001.2   (mgal)                       NAVD 88
 JZ1945
 JZ1945  VERT ORDER      -  SECOND    CLASS 0
 JZ1945
 JZ1945.The horizontal coordinates were scaled from a map and have
 JZ1945.an estimated accuracy of +/- 6 seconds.
 JZ1945
 JZ1945.The orthometric height was determined by differential leveling and
 JZ1945.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1945.in June 1991.
 JZ1945
 JZ1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1945.GEOID18 height accuracy estimate available here.
 JZ1945
 JZ1945.Click photographs - Photos may exist for this station.
 JZ1945
 JZ1945.The dynamic height is computed by dividing the NAVD 88
 JZ1945.geopotential number by the normal gravity value computed on the
 JZ1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1945.degrees latitude (g = 980.6199 gals.).
 JZ1945
 JZ1945.The modeled gravity was interpolated from observed gravity values.
 JZ1945
 JZ1945;                    North         East    Units  Estimated Accuracy
 JZ1945;SPC IN E     -   464,620.      125,780.      MT  (+/- 180 meters Scaled)
 JZ1945
 JZ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ405661(NAD 83)
 JZ1945
 JZ1945                          SUPERSEDED SURVEY CONTROL
 JZ1945
 JZ1945  NGVD 29 (??/??/92)  319.658  (m)         1048.74   (f) ADJ UNCH    2 0
 JZ1945
 JZ1945.Superseded values are not recommended for survey control.
 JZ1945
 JZ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1945.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1945
 JZ1945_MARKER: DB = BENCH MARK DISK
 JZ1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1945_STAMPING: L 258 1947
 JZ1945_MARK LOGO: CGS
 JZ1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1945+STABILITY: SURFACE MOTION
 JZ1945
 JZ1945  HISTORY     - Date     Condition        Report By
 JZ1945  HISTORY     - 1947     MONUMENTED       CGS
 JZ1945
 JZ1945                          STATION DESCRIPTION
 JZ1945
 JZ1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1945'1 MI W FROM CLARKSBURG.
 JZ1945'ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1945'AT CLARKSBURG, ABOUT 0.5 MILE EAST OF THE JUNCTION OF A GRAVEL
 JZ1945'ROAD NORTH, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 226 FEET
 JZ1945'NORTHWEST AND ACROSS THE ROAD SOUTH FROM THE NORTHWEST CORNER
 JZ1945'OF A FARM HOUSE, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17
 JZ1945'FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 17.5 FEET SOUTH
 JZ1945'OF A POWER POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET NORTH
 JZ1945'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION
 JZ1945'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1979 ***********************************************************************
 JZ1979  DESIGNATION -  L 259
 JZ1979  PID         -  JZ1979
 JZ1979  STATE/COUNTY-  IN/DECATUR
 JZ1979  COUNTRY     -  US
 JZ1979  USGS QUAD   -  NEW POINT (2019)
 JZ1979
 JZ1979                         *CURRENT SURVEY CONTROL
 JZ1979  ______________________________________________________________________
 JZ1979* NAD 83(1986) POSITION- 39 21 11.     (N) 085 20 02.     (W)   SCALED
 JZ1979* NAVD 88 ORTHO HEIGHT -   288.966 (meters)      948.05  (feet) ADJUSTED
 JZ1979  ______________________________________________________________________
 JZ1979  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ1979  DYNAMIC HEIGHT  -        288.786 (meters)      947.46  (feet) COMP
 JZ1979  MODELED GRAVITY -    979,997.4   (mgal)                       NAVD 88
 JZ1979
 JZ1979  VERT ORDER      -  SECOND    CLASS 0
 JZ1979
 JZ1979.The horizontal coordinates were scaled from a map and have
 JZ1979.an estimated accuracy of +/- 6 seconds.
 JZ1979
 JZ1979.The orthometric height was determined by differential leveling and
 JZ1979.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1979.in June 1991.
 JZ1979
 JZ1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1979.GEOID18 height accuracy estimate available here.
 JZ1979
 JZ1979.Click photographs - Photos may exist for this station.
 JZ1979
 JZ1979.The dynamic height is computed by dividing the NAVD 88
 JZ1979.geopotential number by the normal gravity value computed on the
 JZ1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1979.degrees latitude (g = 980.6199 gals.).
 JZ1979
 JZ1979.The modeled gravity was interpolated from observed gravity values.
 JZ1979
 JZ1979;                    North         East    Units  Estimated Accuracy
 JZ1979;SPC IN E     -   455,740.      128,680.      MT  (+/- 180 meters Scaled)
 JZ1979
 JZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ435572(NAD 83)
 JZ1979
 JZ1979                          SUPERSEDED SURVEY CONTROL
 JZ1979
 JZ1979  NGVD 29 (??/??/92)  289.100  (m)          948.49   (f) ADJ UNCH    2 0
 JZ1979
 JZ1979.Superseded values are not recommended for survey control.
 JZ1979
 JZ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1979.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1979
 JZ1979_MARKER: DB = BENCH MARK DISK
 JZ1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1979_STAMPING: L 259 1947
 JZ1979_MARK LOGO: CGS
 JZ1979_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1979+STABILITY: SURFACE MOTION
 JZ1979
 JZ1979  HISTORY     - Date     Condition        Report By
 JZ1979  HISTORY     - 1947     MONUMENTED       CGS
 JZ1979
 JZ1979                          STATION DESCRIPTION
 JZ1979
 JZ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1979'1 MI S FROM ST MAURICE.
 JZ1979'ABOUT 1.0 MILE SOUTH ALONG THE ROSSBURG ROAD FROM THE GENERAL
 JZ1979'STORE AT ST. MAURICE, ABOUT 250 FEET NORTH OF A CURVE WITH
 JZ1979'TANGENTS NORTH AND EAST, ABOUT 110 YARDS NORTHWEST AND ACROSS THE
 JZ1979'NORTH TANGENT FROM A 36 FOOT STONE ARCH BRIDGE ON THE EAST
 JZ1979'TANGENT OF THE ROAD, 240 FEET SOUTH OF THE SOUTH END OF A
 JZ1979'SINGLE SPAN STEEL BRIDGE ON THE NORTH TANGENT OF THE ROAD, 94
 JZ1979'FEET NORTH OF AN 8-INCH WILD CHERRY TREE, 14 FEET WEST OF THE
 JZ1979'CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE FENCE LINE, 2 FEET
 JZ1979'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.3 FOOT ABOVE THE
 JZ1979'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0084 ***********************************************************************
 LB0084  DESIGNATION -  L 26
 LB0084  PID         -  LB0084
 LB0084  STATE/COUNTY-  IN/HOWARD
 LB0084  COUNTRY     -  US
 LB0084  USGS QUAD   -  GALVESTON (2019)
 LB0084
 LB0084                         *CURRENT SURVEY CONTROL
 LB0084  ______________________________________________________________________
 LB0084* NAD 83(1986) POSITION- 40 33 37.     (N) 086 10 26.     (W)   SCALED
 LB0084* NAVD 88 ORTHO HEIGHT -   248.895 (meters)      816.58  (feet) ADJUSTED
 LB0084  ______________________________________________________________________
 LB0084  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 LB0084  DYNAMIC HEIGHT  -        248.769 (meters)      816.17  (feet) COMP
 LB0084  MODELED GRAVITY -    980,113.0   (mgal)                       NAVD 88
 LB0084
 LB0084  VERT ORDER      -  SECOND    CLASS 0
 LB0084
 LB0084.The horizontal coordinates were scaled from a map and have
 LB0084.an estimated accuracy of +/- 6 seconds.
 LB0084
 LB0084.The orthometric height was determined by differential leveling and
 LB0084.adjusted by the NATIONAL GEODETIC SURVEY
 LB0084.in June 1991.
 LB0084
 LB0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0084.GEOID18 height accuracy estimate available here.
 LB0084
 LB0084.Click photographs - Photos may exist for this station.
 LB0084
 LB0084.The dynamic height is computed by dividing the NAVD 88
 LB0084.geopotential number by the normal gravity value computed on the
 LB0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0084.degrees latitude (g = 980.6199 gals.).
 LB0084
 LB0084.The modeled gravity was interpolated from observed gravity values.
 LB0084
 LB0084;                    North         East    Units  Estimated Accuracy
 LB0084;SPC IN E     -   589,850.       57,040.      MT  (+/- 180 meters Scaled)
 LB0084
 LB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK699902(NAD 83)
 LB0084
 LB0084                          SUPERSEDED SURVEY CONTROL
 LB0084
 LB0084  NGVD 29 (??/??/92)  249.016  (m)          816.98   (f) ADJ UNCH    2 0
 LB0084
 LB0084.Superseded values are not recommended for survey control.
 LB0084
 LB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0084.See file dsdata.pdf to determine how the superseded data were derived.
 LB0084
 LB0084_MARKER: DB = BENCH MARK DISK
 LB0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0084_STAMPING: L 26 1934
 LB0084_MARK LOGO: CGS
 LB0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0084+STABILITY: SURFACE MOTION
 LB0084
 LB0084  HISTORY     - Date     Condition        Report By
 LB0084  HISTORY     - 1934     MONUMENTED       CGS
 LB0084  HISTORY     - 1958     MARK NOT FOUND   CGS
 LB0084
 LB0084                          STATION DESCRIPTION
 LB0084
 LB0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LB0084'5.1 MI NW FROM KOKOMO.
 LB0084'5.1 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0084'PENNSYLVANIA RAILROAD FROM THE STATION AT KOKOMO, HOWARD COUNTY,
 LB0084'1.2 MILES SOUTHEAST OF GALVESTON, 200 YARDS NORTH OF THE HOME OF
 LB0084'T. MC COMAS, 35 YARDS EAST OF THE CENTERLINE OF A DIRT ROAD
 LB0084'LEADING TO THE HOME, IN THE SOUTH ANGLE OF A GRAVEL-ROAD
 LB0084'CROSSING, 6 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, 6 YARDS
 LB0084'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 4 YARDS EAST OF
 LB0084'POLE 2659.  A STANDARD DISK, STAMPED L 26 1934 AND SET IN THE
 LB0084'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1967 ***********************************************************************
 JZ1967  DESIGNATION -  L 260
 JZ1967  PID         -  JZ1967
 JZ1967  STATE/COUNTY-  IN/FRANKLIN
 JZ1967  COUNTRY     -  US
 JZ1967  USGS QUAD   -  METAMORA (2019)
 JZ1967
 JZ1967                         *CURRENT SURVEY CONTROL
 JZ1967  ______________________________________________________________________
 JZ1967* NAD 83(1986) POSITION- 39 22 54.     (N) 085 14 02.     (W)   SCALED
 JZ1967* NAVD 88 ORTHO HEIGHT -   255.242 (meters)      837.41  (feet) ADJUSTED
 JZ1967  ______________________________________________________________________
 JZ1967  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ1967  DYNAMIC HEIGHT  -        255.086 (meters)      836.89  (feet) COMP
 JZ1967  MODELED GRAVITY -    980,010.4   (mgal)                       NAVD 88
 JZ1967
 JZ1967  VERT ORDER      -  SECOND    CLASS 0
 JZ1967
 JZ1967.The horizontal coordinates were scaled from a map and have
 JZ1967.an estimated accuracy of +/- 6 seconds.
 JZ1967
 JZ1967.The orthometric height was determined by differential leveling and
 JZ1967.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1967.in June 1991.
 JZ1967
 JZ1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1967.GEOID18 height accuracy estimate available here.
 JZ1967
 JZ1967.Click photographs - Photos may exist for this station.
 JZ1967
 JZ1967.The dynamic height is computed by dividing the NAVD 88
 JZ1967.geopotential number by the normal gravity value computed on the
 JZ1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1967.degrees latitude (g = 980.6199 gals.).
 JZ1967
 JZ1967.The modeled gravity was interpolated from observed gravity values.
 JZ1967
 JZ1967;                    North         East    Units  Estimated Accuracy
 JZ1967;SPC IN E     -   458,960.      137,290.      MT  (+/- 180 meters Scaled)
 JZ1967
 JZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ521606(NAD 83)
 JZ1967
 JZ1967                          SUPERSEDED SURVEY CONTROL
 JZ1967
 JZ1967  NGVD 29 (??/??/92)  255.389  (m)          837.89   (f) ADJ UNCH    2 0
 JZ1967
 JZ1967.Superseded values are not recommended for survey control.
 JZ1967
 JZ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1967.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1967
 JZ1967_MARKER: DB = BENCH MARK DISK
 JZ1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1967_STAMPING: L 260 1947
 JZ1967_MARK LOGO: CGS
 JZ1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1967+STABILITY: SURFACE MOTION
 JZ1967
 JZ1967  HISTORY     - Date     Condition        Report By
 JZ1967  HISTORY     - 1947     MONUMENTED       CGS
 JZ1967
 JZ1967                          STATION DESCRIPTION
 JZ1967
 JZ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1967'1.1 MI E FROM HAMBURG.
 JZ1967'ABOUT 1.1 MILES EAST ALONG THE HAMBURG-PEPPERTOWN ROAD FROM THE
 JZ1967'CATHOLIC CHURCH AT HAMBURG, ABOUT 0.2 MILE EAST OF A FARM HOUSE
 JZ1967'ON THE SOUTH SIDE OF THE ROAD, AT THE TOP OF A SMALL KNOLL, AT A
 JZ1967'DIM ROAD LEADING NORTH INTO A PASTURE, 147 FEET EAST OF A 24-INCH
 JZ1967'PIPE CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16.5
 JZ1967'FEET EAST OF THE CENTER LINE OF THE DIM ROAD NORTH, 8.5 FEET
 JZ1967'EAST OF THE EAST GATE POST AT THE PASTURE ENTRANCE, 1.5 FEET
 JZ1967'NORTH OF THE FENCE LINE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1967'POST, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ1967'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2004 ***********************************************************************
 JZ2004  DESIGNATION -  L 261
 JZ2004  PID         -  JZ2004
 JZ2004  STATE/COUNTY-  IN/FRANKLIN
 JZ2004  COUNTRY     -  US
 JZ2004  USGS QUAD   -  METAMORA (2019)
 JZ2004
 JZ2004                         *CURRENT SURVEY CONTROL
 JZ2004  ______________________________________________________________________
 JZ2004* NAD 83(1986) POSITION- 39 27 18.     (N) 085 11 09.     (W)   SCALED
 JZ2004* NAVD 88 ORTHO HEIGHT -   216.143 (meters)      709.13  (feet) ADJUSTED
 JZ2004  ______________________________________________________________________
 JZ2004  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ2004  DYNAMIC HEIGHT  -        216.011 (meters)      708.70  (feet) COMP
 JZ2004  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 JZ2004
 JZ2004  VERT ORDER      -  SECOND    CLASS 0
 JZ2004
 JZ2004.The horizontal coordinates were scaled from a map and have
 JZ2004.an estimated accuracy of +/- 6 seconds.
 JZ2004
 JZ2004.The orthometric height was determined by differential leveling and
 JZ2004.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2004.in June 1991.
 JZ2004
 JZ2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2004.GEOID18 height accuracy estimate available here.
 JZ2004
 JZ2004.Click photographs - Photos may exist for this station.
 JZ2004
 JZ2004.The dynamic height is computed by dividing the NAVD 88
 JZ2004.geopotential number by the normal gravity value computed on the
 JZ2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2004.degrees latitude (g = 980.6199 gals.).
 JZ2004
 JZ2004.The modeled gravity was interpolated from observed gravity values.
 JZ2004
 JZ2004;                    North         East    Units  Estimated Accuracy
 JZ2004;SPC IN E     -   467,120.      141,380.      MT  (+/- 180 meters Scaled)
 JZ2004
 JZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560688(NAD 83)
 JZ2004
 JZ2004                          SUPERSEDED SURVEY CONTROL
 JZ2004
 JZ2004  NGVD 29 (??/??/92)  216.298  (m)          709.64   (f) ADJ UNCH    2 0
 JZ2004
 JZ2004.Superseded values are not recommended for survey control.
 JZ2004
 JZ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2004.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2004
 JZ2004_MARKER: DB = BENCH MARK DISK
 JZ2004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2004_SP_SET: BRIDGE DRILL HOLE
 JZ2004_STAMPING: L 261 1947
 JZ2004_MARK LOGO: CGS
 JZ2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2004
 JZ2004  HISTORY     - Date     Condition        Report By
 JZ2004  HISTORY     - 1947     MONUMENTED       CGS
 JZ2004
 JZ2004                          STATION DESCRIPTION
 JZ2004
 JZ2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2004'4.4 MI S FROM LAUREL.
 JZ2004'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ2004'CROSSROADS AT LAUREL, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 JZ2004'U.S. HIGHWAY 52, NEAR THE NORTH END OF AN S CURVE, SET IN THE
 JZ2004'TOP OF A CONCRETE RETAINING WALL AT THE SOUTHWEST CORNER OF A
 JZ2004'12-FOOT CONCRETE BRIDGE, 27 FEET SOUTHWEST OF THE SOUTHWEST
 JZ2004'CORNER OF THE BRIDGE, 32 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ2004'HIGHWAY, 28.5 FEET NORTH OF THE CENTER LINE OF THE DRIVE TO A RED
 JZ2004'BRICK FARM HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN A
 JZ2004'DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2050 ***********************************************************************
 JZ2050  DESIGNATION -  L 262
 JZ2050  PID         -  JZ2050
 JZ2050  STATE/COUNTY-  IN/FRANKLIN
 JZ2050  COUNTRY     -  US
 JZ2050  USGS QUAD   -  METAMORA (2019)
 JZ2050
 JZ2050                         *CURRENT SURVEY CONTROL
 JZ2050  ______________________________________________________________________
 JZ2050* NAD 83(1986) POSITION- 39 26 57.     (N) 085 08 59.     (W)   SCALED
 JZ2050* NAVD 88 ORTHO HEIGHT -   208.865 (meters)      685.25  (feet) ADJUSTED
 JZ2050  ______________________________________________________________________
 JZ2050  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 JZ2050  DYNAMIC HEIGHT  -        208.738 (meters)      684.83  (feet) COMP
 JZ2050  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 JZ2050
 JZ2050  VERT ORDER      -  SECOND    CLASS 0
 JZ2050
 JZ2050.The horizontal coordinates were scaled from a map and have
 JZ2050.an estimated accuracy of +/- 6 seconds.
 JZ2050
 JZ2050.The orthometric height was determined by differential leveling and
 JZ2050.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2050.in June 1991.
 JZ2050
 JZ2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2050.GEOID18 height accuracy estimate available here.
 JZ2050
 JZ2050.Click photographs - Photos may exist for this station.
 JZ2050
 JZ2050.The dynamic height is computed by dividing the NAVD 88
 JZ2050.geopotential number by the normal gravity value computed on the
 JZ2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2050.degrees latitude (g = 980.6199 gals.).
 JZ2050
 JZ2050.The modeled gravity was interpolated from observed gravity values.
 JZ2050
 JZ2050;                    North         East    Units  Estimated Accuracy
 JZ2050;SPC IN E     -   466,490.      144,500.      MT  (+/- 180 meters Scaled)
 JZ2050
 JZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ592682(NAD 83)
 JZ2050
 JZ2050                          SUPERSEDED SURVEY CONTROL
 JZ2050
 JZ2050  NGVD 29 (??/??/92)  209.026  (m)          685.78   (f) ADJ UNCH    2 0
 JZ2050
 JZ2050.Superseded values are not recommended for survey control.
 JZ2050
 JZ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2050.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2050
 JZ2050_MARKER: DB = BENCH MARK DISK
 JZ2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2050_SP_SET: BRIDGE
 JZ2050_STAMPING: L 262 1947
 JZ2050_MARK LOGO: CGS
 JZ2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2050
 JZ2050  HISTORY     - Date     Condition        Report By
 JZ2050  HISTORY     - 1947     MONUMENTED       CGS
 JZ2050  HISTORY     - 20180719 MARK NOT FOUND   MCA
 JZ2050
 JZ2050                          STATION DESCRIPTION
 JZ2050
 JZ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2050'0.6 MI NW FROM METAMORA.
 JZ2050'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2050'SCHOOL AT METAMORA, ABOUT 250 FEET EAST OF THE JUNCTION OF STATE
 JZ2050'HIGHWAY 229 LEADING SOUTH, SET IN THE TOP OF THE SOUTH END OF THE
 JZ2050'WEST CONCRETE PIER OF A 3-SPAN STEEL BRIDGE OVER WHITEWATER
 JZ2050'RIVER, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5
 JZ2050'FEET EAST OF THE WEST FACE OF THE PIER, 1 FOOT NORTH OF THE
 JZ2050'SOUTH FACE OF THE PIER AND ABOUT 4.5 FEET BELOW THE HIGHWAY.
 JZ2050
 JZ2050                          STATION RECOVERY (2018)
 JZ2050
 JZ2050'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ2050'A NEW BRIDGE HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1784 ***********************************************************************
 JZ1784  DESIGNATION -  L 263
 JZ1784  PID         -  JZ1784
 JZ1784  STATE/COUNTY-  IN/FAYETTE
 JZ1784  COUNTRY     -  US
 JZ1784  USGS QUAD   -  EVERTON (2019)
 JZ1784
 JZ1784                         *CURRENT SURVEY CONTROL
 JZ1784  ______________________________________________________________________
 JZ1784* NAD 83(1986) POSITION- 39 36 48.     (N) 085 03 20.     (W)   SCALED
 JZ1784* NAVD 88 ORTHO HEIGHT -   315.777 (meters)     1036.01  (feet) ADJUSTED
 JZ1784  ______________________________________________________________________
 JZ1784  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JZ1784  DYNAMIC HEIGHT  -        315.588 (meters)     1035.39  (feet) COMP
 JZ1784  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ1784
 JZ1784  VERT ORDER      -  SECOND    CLASS 0
 JZ1784
 JZ1784.The horizontal coordinates were scaled from a map and have
 JZ1784.an estimated accuracy of +/- 6 seconds.
 JZ1784
 JZ1784.The orthometric height was determined by differential leveling and
 JZ1784.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1784.in June 1991.
 JZ1784
 JZ1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1784.GEOID18 height accuracy estimate available here.
 JZ1784
 JZ1784.Click photographs - Photos may exist for this station.
 JZ1784
 JZ1784.The dynamic height is computed by dividing the NAVD 88
 JZ1784.geopotential number by the normal gravity value computed on the
 JZ1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1784.degrees latitude (g = 980.6199 gals.).
 JZ1784
 JZ1784.The modeled gravity was interpolated from observed gravity values.
 JZ1784
 JZ1784;                    North         East    Units  Estimated Accuracy
 JZ1784;SPC IN E     -   484,770.      152,480.      MT  (+/- 180 meters Scaled)
 JZ1784
 JZ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ669866(NAD 83)
 JZ1784
 JZ1784                          SUPERSEDED SURVEY CONTROL
 JZ1784
 JZ1784  NGVD 29 (??/??/92)  315.925  (m)         1036.50   (f) ADJ UNCH    2 0
 JZ1784
 JZ1784.Superseded values are not recommended for survey control.
 JZ1784
 JZ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1784.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1784
 JZ1784_MARKER: DB = BENCH MARK DISK
 JZ1784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1784_SP_SET: BUILDING
 JZ1784_STAMPING: L 263 1947
 JZ1784_MARK LOGO: CGS
 JZ1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1784
 JZ1784  HISTORY     - Date     Condition        Report By
 JZ1784  HISTORY     - 1947     MONUMENTED       CGS
 JZ1784
 JZ1784                          STATION DESCRIPTION
 JZ1784
 JZ1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1784'AT ALQUINA.
 JZ1784'AT ALQUINA, ABOUT 1 BLOCK WEST OF THE CROSSROADS, SET VERTICALLY
 JZ1784'IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE ALQUINA M. E.
 JZ1784'CHURCH, JUST WEST OF A BASEMENT ENTRANCE, 4.8 FEET WEST OF THE
 JZ1784'EXTREME NORTHEAST CORNER OF THE BUILDING AND 1.4 FEET ABOVE
 JZ1784'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2011 ***********************************************************************
 JZ2011  DESIGNATION -  L 264
 JZ2011  PID         -  JZ2011
 JZ2011  STATE/COUNTY-  IN/FRANKLIN
 JZ2011  COUNTRY     -  US
 JZ2011  USGS QUAD   -  BATESVILLE (2019)
 JZ2011
 JZ2011                         *CURRENT SURVEY CONTROL
 JZ2011  ______________________________________________________________________
 JZ2011* NAD 83(1986) POSITION- 39 20 19.     (N) 085 10 21.     (W)   SCALED
 JZ2011* NAVD 88 ORTHO HEIGHT -   272.751 (meters)      894.85  (feet) ADJUSTED
 JZ2011  ______________________________________________________________________
 JZ2011  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 JZ2011  DYNAMIC HEIGHT  -        272.582 (meters)      894.30  (feet) COMP
 JZ2011  MODELED GRAVITY -    979,998.3   (mgal)                       NAVD 88
 JZ2011
 JZ2011  VERT ORDER      -  SECOND    CLASS 0
 JZ2011
 JZ2011.The horizontal coordinates were scaled from a map and have
 JZ2011.an estimated accuracy of +/- 6 seconds.
 JZ2011
 JZ2011.The orthometric height was determined by differential leveling and
 JZ2011.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2011.in June 1991.
 JZ2011
 JZ2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2011.GEOID18 height accuracy estimate available here.
 JZ2011
 JZ2011.Click photographs - Photos may exist for this station.
 JZ2011
 JZ2011.The dynamic height is computed by dividing the NAVD 88
 JZ2011.geopotential number by the normal gravity value computed on the
 JZ2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2011.degrees latitude (g = 980.6199 gals.).
 JZ2011
 JZ2011.The modeled gravity was interpolated from observed gravity values.
 JZ2011
 JZ2011;                    North         East    Units  Estimated Accuracy
 JZ2011;SPC IN E     -   454,200.      142,600.      MT  (+/- 180 meters Scaled)
 JZ2011
 JZ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ574559(NAD 83)
 JZ2011
 JZ2011                          SUPERSEDED SURVEY CONTROL
 JZ2011
 JZ2011  NGVD 29 (??/??/92)  272.907  (m)          895.36   (f) ADJ UNCH    2 0
 JZ2011
 JZ2011.Superseded values are not recommended for survey control.
 JZ2011
 JZ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2011.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2011
 JZ2011_MARKER: DB = BENCH MARK DISK
 JZ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2011_STAMPING: L 264 1947
 JZ2011_MARK LOGO: CGS
 JZ2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2011+STABILITY: SURFACE MOTION
 JZ2011
 JZ2011  HISTORY     - Date     Condition        Report By
 JZ2011  HISTORY     - 1947     MONUMENTED       CGS
 JZ2011
 JZ2011                          STATION DESCRIPTION
 JZ2011
 JZ2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2011'1.9 MI E FROM OLDENBURG.
 JZ2011'ABOUT 1.9 MILES EAST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 JZ2011'WITH STATE HIGHWAY 229 AT OLDENBURG, ABOUT 385 FEET SOUTHWEST
 JZ2011'OF THE WEST END OF A COVERED BRIDGE OVER CLEAR FORK, SET BETWEEN
 JZ2011'THE BLACK TOP ROAD AND THE OLD ROAD BED, 24.5 FEET SOUTHEAST
 JZ2011'OF THE CENTER LINE OF THE ROAD, 164 FEET WEST OF A SIGN ONE
 JZ2011'LANE BRIDGE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2011'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2011'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2063 ***********************************************************************
 JZ2063  DESIGNATION -  L 265
 JZ2063  PID         -  JZ2063
 JZ2063  STATE/COUNTY-  IN/FRANKLIN
 JZ2063  COUNTRY     -  US
 JZ2063  USGS QUAD   -  BROOKVILLE (2019)
 JZ2063
 JZ2063                         *CURRENT SURVEY CONTROL
 JZ2063  ______________________________________________________________________
 JZ2063* NAD 83(1986) POSITION- 39 25 06.     (N) 085 00 15.     (W)   SCALED
 JZ2063* NAVD 88 ORTHO HEIGHT -   194.566 (meters)      638.34  (feet) ADJUSTED
 JZ2063  ______________________________________________________________________
 JZ2063  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JZ2063  DYNAMIC HEIGHT  -        194.449 (meters)      637.95  (feet) COMP
 JZ2063  MODELED GRAVITY -    980,020.3   (mgal)                       NAVD 88
 JZ2063
 JZ2063  VERT ORDER      -  SECOND    CLASS 0
 JZ2063
 JZ2063.The horizontal coordinates were scaled from a map and have
 JZ2063.an estimated accuracy of +/- 6 seconds.
 JZ2063
 JZ2063.The orthometric height was determined by differential leveling and
 JZ2063.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2063.in June 1991.
 JZ2063
 JZ2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2063.GEOID18 height accuracy estimate available here.
 JZ2063
 JZ2063.Click photographs - Photos may exist for this station.
 JZ2063
 JZ2063.The dynamic height is computed by dividing the NAVD 88
 JZ2063.geopotential number by the normal gravity value computed on the
 JZ2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2063.degrees latitude (g = 980.6199 gals.).
 JZ2063
 JZ2063.The modeled gravity was interpolated from observed gravity values.
 JZ2063
 JZ2063;                    North         East    Units  Estimated Accuracy
 JZ2063;SPC IN E     -   463,150.      157,050.      MT  (+/- 180 meters Scaled)
 JZ2063
 JZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ718651(NAD 83)
 JZ2063
 JZ2063                          SUPERSEDED SURVEY CONTROL
 JZ2063
 JZ2063  NGVD 29 (??/??/92)  194.745  (m)          638.93   (f) ADJ UNCH    2 0
 JZ2063
 JZ2063.Superseded values are not recommended for survey control.
 JZ2063
 JZ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2063.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2063
 JZ2063_MARKER: DB = BENCH MARK DISK
 JZ2063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2063_SP_SET: BRIDGE SEAT
 JZ2063_STAMPING: L 265 1947
 JZ2063_MARK LOGO: CGS
 JZ2063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2063
 JZ2063  HISTORY     - Date     Condition        Report By
 JZ2063  HISTORY     - 1947     MONUMENTED       CGS
 JZ2063
 JZ2063                          STATION DESCRIPTION
 JZ2063
 JZ2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2063'0.4 MI E FROM BROOKVILLE.
 JZ2063'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 252 FROM THE COURT
 JZ2063'HOUSE AT BROOKVILLE, SET IN THE TOP OF THE NORTH END OF THE EAST
 JZ2063'CONCRETE BRIDGE SEAT OF A 2-SPAN STEEL BRIDGE OVER THE EAST FORK
 JZ2063'OF WHITEWATER RIVER, 11.5 FEET NORTH OF THE CENTER LINE OF THE
 JZ2063'HIGHWAY, 1.5 FEET NORTH OF THE STEEL BEAM, AND ABOUT 5 FEET
 JZ2063'BELOW THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2140 ***********************************************************************
 JZ2140  DESIGNATION -  L 266
 JZ2140  PID         -  JZ2140
 JZ2140  STATE/COUNTY-  IN/SHELBY
 JZ2140  COUNTRY     -  US
 JZ2140  USGS QUAD   -  WALDRON (2019)
 JZ2140
 JZ2140                         *CURRENT SURVEY CONTROL
 JZ2140  ______________________________________________________________________
 JZ2140* NAD 83(1986) POSITION- 39 26 25.     (N) 085 38 51.     (W)   SCALED
 JZ2140* NAVD 88 ORTHO HEIGHT -   259.941 (meters)      852.82  (feet) ADJUSTED
 JZ2140  ______________________________________________________________________
 JZ2140  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 JZ2140  DYNAMIC HEIGHT  -        259.783 (meters)      852.30  (feet) COMP
 JZ2140  MODELED GRAVITY -    980,014.9   (mgal)                       NAVD 88
 JZ2140
 JZ2140  VERT ORDER      -  FIRST     CLASS II
 JZ2140
 JZ2140.The horizontal coordinates were scaled from a map and have
 JZ2140.an estimated accuracy of +/- 6 seconds.
 JZ2140
 JZ2140.The orthometric height was determined by differential leveling and
 JZ2140.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2140.in June 1991.
 JZ2140
 JZ2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2140.GEOID18 height accuracy estimate available here.
 JZ2140
 JZ2140.Click photographs - Photos may exist for this station.
 JZ2140
 JZ2140.The dynamic height is computed by dividing the NAVD 88
 JZ2140.geopotential number by the normal gravity value computed on the
 JZ2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2140.degrees latitude (g = 980.6199 gals.).
 JZ2140
 JZ2140.The modeled gravity was interpolated from observed gravity values.
 JZ2140
 JZ2140;                    North         East    Units  Estimated Accuracy
 JZ2140;SPC IN E     -   465,370.      101,650.      MT  (+/- 180 meters Scaled)
 JZ2140
 JZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ163665(NAD 83)
 JZ2140
 JZ2140                          SUPERSEDED SURVEY CONTROL
 JZ2140
 JZ2140  NGVD 29 (??/??/92)  260.056  (m)          853.20   (f) ADJ UNCH    1 2
 JZ2140
 JZ2140.Superseded values are not recommended for survey control.
 JZ2140
 JZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2140.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2140
 JZ2140_MARKER: DB = BENCH MARK DISK
 JZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2140_STAMPING: L 266 1947
 JZ2140_MARK LOGO: CGS
 JZ2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2140+STABILITY: SURFACE MOTION
 JZ2140
 JZ2140  HISTORY     - Date     Condition        Report By
 JZ2140  HISTORY     - 1947     MONUMENTED       CGS
 JZ2140  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2140
 JZ2140                          STATION DESCRIPTION
 JZ2140
 JZ2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2140'1.3 MI NW FROM ST PAUL.
 JZ2140'ABOUT 1.3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2140'FROM THE STATION AT ST. PAUL, ABOUT 7 RAILS SOUTHEAST OF MILE
 JZ2140'POST 74, 47 FEET EAST OF THE CENTER OF A NORTH-SOUTH FARM LANE
 JZ2140'CROSSING THE TRACK, 64.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JZ2140'6.5 FEET SOUTHEAST OF A POWER POLE, 10 FEET SOUTHWEST OF THE
 JZ2140'CENTER LINE OF A LANE PARALLELING THE TRACK, AT THE SOUTHEAST
 JZ2140'END OF A CUT, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ2140'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ2140'POST PROJECTING 6 INCHES.
 JZ2140
 JZ2140                          STATION RECOVERY (1986)
 JZ2140
 JZ2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2259 ***********************************************************************
 JZ2259  DESIGNATION -  L 267 RESET
 JZ2259  PID         -  JZ2259
 JZ2259  STATE/COUNTY-  IN/SHELBY
 JZ2259  COUNTRY     -  US
 JZ2259  USGS QUAD   -  LEWIS CREEK (2019)
 JZ2259
 JZ2259                         *CURRENT SURVEY CONTROL
 JZ2259  ______________________________________________________________________
 JZ2259* NAD 83(1986) POSITION- 39 22 46.     (N) 085 45 37.     (W)   SCALED
 JZ2259* NAVD 88 ORTHO HEIGHT -   233.12  (meters)      764.8   (feet) RESET
 JZ2259  ______________________________________________________________________
 JZ2259  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 JZ2259  VERT ORDER      -  THIRD
 JZ2259
 JZ2259.The horizontal coordinates were scaled from a map and have
 JZ2259.an estimated accuracy of +/- 6 seconds.
 JZ2259
 JZ2259.The orthometric height was computed from unverified reset data.
 JZ2259
 JZ2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2259.GEOID18 height accuracy estimate available here.
 JZ2259
 JZ2259.Click photographs - Photos may exist for this station.
 JZ2259
 JZ2259;                    North         East    Units  Estimated Accuracy
 JZ2259;SPC IN E     -   458,630.       91,940.      MT  (+/- 180 meters Scaled)
 JZ2259
 JZ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067596(NAD 83)
 JZ2259
 JZ2259                          SUPERSEDED SURVEY CONTROL
 JZ2259
 JZ2259  NGVD 29 (??/??/??)  233.23   (m)          765.2    (f) RESET       3  
 JZ2259
 JZ2259.Superseded values are not recommended for survey control.
 JZ2259
 JZ2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2259.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2259
 JZ2259_MARKER: DB = BENCH MARK DISK
 JZ2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2259_STAMPING: L 267 RESET 1968
 JZ2259_MARK LOGO: CGS
 JZ2259_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2259+STABILITY: SURFACE MOTION
 JZ2259
 JZ2259  HISTORY     - Date     Condition        Report By
 JZ2259  HISTORY     - 1968     MONUMENTED       INHD
 JZ2259  HISTORY     - 1969     GOOD             CGS
 JZ2259
 JZ2259                          STATION DESCRIPTION
 JZ2259
 JZ2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JZ2259'1.1 MI N FROM NORRISTOWN.
 JZ2259'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COMMUNITY
 JZ2259'CHURCH AT NORRISTOWN, AT THE JUNCTION OF SIDE ROAD 1000S EAST,
 JZ2259'IN THE SOUTHEAST ANGLE OF THE JUNCTION, 87 FEET EAST OF THE
 JZ2259'CENTER LINE OF STATE HIGHWAY 9, 56 FEET SOUTH OF THE CENTER LINE
 JZ2259'OF THE SIDE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE SIDE
 JZ2259'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2224 ***********************************************************************
 JZ2224  DESIGNATION -  L 268
 JZ2224  PID         -  JZ2224
 JZ2224  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2224  COUNTRY     -  US
 JZ2224  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2224
 JZ2224                         *CURRENT SURVEY CONTROL
 JZ2224  ______________________________________________________________________
 JZ2224* NAD 83(1986) POSITION- 39 13 25.     (N) 085 51 26.     (W)   SCALED
 JZ2224* NAVD 88 ORTHO HEIGHT -   194.528 (meters)      638.21  (feet) ADJUSTED
 JZ2224  ______________________________________________________________________
 JZ2224  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ2224  DYNAMIC HEIGHT  -        194.408 (meters)      637.82  (feet) COMP
 JZ2224  MODELED GRAVITY -    980,008.7   (mgal)                       NAVD 88
 JZ2224
 JZ2224  VERT ORDER      -  SECOND    CLASS 0
 JZ2224
 JZ2224.The horizontal coordinates were scaled from a map and have
 JZ2224.an estimated accuracy of +/- 6 seconds.
 JZ2224
 JZ2224.The orthometric height was determined by differential leveling and
 JZ2224.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2224.in June 1991.
 JZ2224
 JZ2224.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2224.GEOID18 height accuracy estimate available here.
 JZ2224
 JZ2224.Click photographs - Photos may exist for this station.
 JZ2224
 JZ2224.The dynamic height is computed by dividing the NAVD 88
 JZ2224.geopotential number by the normal gravity value computed on the
 JZ2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2224.degrees latitude (g = 980.6199 gals.).
 JZ2224
 JZ2224.The modeled gravity was interpolated from observed gravity values.
 JZ2224
 JZ2224;                    North         East    Units  Estimated Accuracy
 JZ2224;SPC IN E     -   441,340.       83,550.      MT  (+/- 180 meters Scaled)
 JZ2224
 JZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ986422(NAD 83)
 JZ2224
 JZ2224                          SUPERSEDED SURVEY CONTROL
 JZ2224
 JZ2224  NGVD 29 (??/??/92)  194.651  (m)          638.62   (f) ADJ UNCH    2 0
 JZ2224
 JZ2224.Superseded values are not recommended for survey control.
 JZ2224
 JZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2224.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2224
 JZ2224_MARKER: DB = BENCH MARK DISK
 JZ2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2224_STAMPING: L 268 1947
 JZ2224_MARK LOGO: CGS
 JZ2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2224+STABILITY: SURFACE MOTION
 JZ2224
 JZ2224  HISTORY     - Date     Condition        Report By
 JZ2224  HISTORY     - 1947     MONUMENTED       CGS
 JZ2224  HISTORY     - 20070109 MARK NOT FOUND   BEACON
 JZ2224
 JZ2224                          STATION DESCRIPTION
 JZ2224
 JZ2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2224'2 MI W FROM PETERSVILLE.
 JZ2224'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2224'AT PETERSVILLE, ABOUT 0.1 MILE WEST OF A CEMETERY ON THE SOUTH
 JZ2224'SIDE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF THE
 JZ2224'HIGHWAY, 30 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING
 JZ2224'NORTH, 9.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 JZ2224'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2224'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2224'PROJECTING ABOUT 4 INCHES.  THIS MARK IS ABOUT 2.6 MILES EAST
 JZ2224'ALONG HIGHWAY 46 FROM THE STATE HIGHWAY GARAGE AT COLUMBUS.
 JZ2224
 JZ2224                          STATION RECOVERY (2007)
 JZ2224
 JZ2224'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2332 ***********************************************************************
 JZ2332  DESIGNATION -  L 269
 JZ2332  PID         -  JZ2332
 JZ2332  STATE/COUNTY-  IN/SHELBY
 JZ2332  COUNTRY     -  US
 JZ2332  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2332
 JZ2332                         *CURRENT SURVEY CONTROL
 JZ2332  ______________________________________________________________________
 JZ2332* NAD 83(1986) POSITION- 39 30 43.     (N) 085 45 42.     (W)   SCALED
 JZ2332* NAVD 88 ORTHO HEIGHT -   241.138 (meters)      791.13  (feet) ADJUSTED
 JZ2332  ______________________________________________________________________
 JZ2332  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ2332  DYNAMIC HEIGHT  -        240.996 (meters)      790.67  (feet) COMP
 JZ2332  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 JZ2332
 JZ2332  VERT ORDER      -  FIRST     CLASS II
 JZ2332
 JZ2332.The horizontal coordinates were scaled from a map and have
 JZ2332.an estimated accuracy of +/- 6 seconds.
 JZ2332
 JZ2332.The orthometric height was determined by differential leveling and
 JZ2332.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2332.in June 1991.
 JZ2332
 JZ2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2332.GEOID18 height accuracy estimate available here.
 JZ2332
 JZ2332.Click photographs - Photos may exist for this station.
 JZ2332
 JZ2332.The dynamic height is computed by dividing the NAVD 88
 JZ2332.geopotential number by the normal gravity value computed on the
 JZ2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2332.degrees latitude (g = 980.6199 gals.).
 JZ2332
 JZ2332.The modeled gravity was interpolated from observed gravity values.
 JZ2332
 JZ2332;                    North         East    Units  Estimated Accuracy
 JZ2332;SPC IN E     -   473,340.       91,830.      MT  (+/- 180 meters Scaled)
 JZ2332
 JZ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064743(NAD 83)
 JZ2332
 JZ2332                          SUPERSEDED SURVEY CONTROL
 JZ2332
 JZ2332  NGVD 29 (??/??/92)  241.250  (m)          791.50   (f) ADJ UNCH    1 2
 JZ2332
 JZ2332.Superseded values are not recommended for survey control.
 JZ2332
 JZ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2332.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2332
 JZ2332_MARKER: DB = BENCH MARK DISK
 JZ2332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2332_SP_SET: BUILDING
 JZ2332_STAMPING: L 269 1947
 JZ2332_MARK LOGO: CGS
 JZ2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2332
 JZ2332  HISTORY     - Date     Condition        Report By
 JZ2332  HISTORY     - 1947     MONUMENTED       CGS
 JZ2332  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2332
 JZ2332                          STATION DESCRIPTION
 JZ2332
 JZ2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2332'2 MI SE FROM SHELBYVILLE.
 JZ2332'ABOUT 2.0 MILES SOUTHEAST OF SHELBYVILLE, AT THE SUCO AIRPORT,
 JZ2332'SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER OF THE
 JZ2332'CONCRETE BLOCK OFFICE BUILDING, 0.7 FOOT WEST OF THE SOUTHEAST
 JZ2332'CORNER AND 2.6 FEET ABOVE THE GROUND.
 JZ2332
 JZ2332                          STATION RECOVERY (1986)
 JZ2332
 JZ2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0441 ***********************************************************************
 LB0441  DESIGNATION -  L 27
 LB0441  PID         -  LB0441
 LB0441  STATE/COUNTY-  IN/CLINTON
 LB0441  COUNTRY     -  US
 LB0441  USGS QUAD   -  HILLISBURG (2019)
 LB0441
 LB0441                         *CURRENT SURVEY CONTROL
 LB0441  ______________________________________________________________________
 LB0441* NAD 83(1986) POSITION- 40 20 53.     (N) 086 22 03.     (W)   SCALED
 LB0441* NAVD 88 ORTHO HEIGHT -   264.805 (meters)      868.78  (feet) ADJUSTED
 LB0441  ______________________________________________________________________
 LB0441  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LB0441  DYNAMIC HEIGHT  -        264.664 (meters)      868.32  (feet) COMP
 LB0441  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 LB0441
 LB0441  VERT ORDER      -  SECOND    CLASS 0
 LB0441
 LB0441.The horizontal coordinates were scaled from a map and have
 LB0441.an estimated accuracy of +/- 6 seconds.
 LB0441
 LB0441.The orthometric height was determined by differential leveling and
 LB0441.adjusted by the NATIONAL GEODETIC SURVEY
 LB0441.in June 1991.
 LB0441
 LB0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0441.GEOID18 height accuracy estimate available here.
 LB0441
 LB0441.Click photographs - Photos may exist for this station.
 LB0441
 LB0441.The dynamic height is computed by dividing the NAVD 88
 LB0441.geopotential number by the normal gravity value computed on the
 LB0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0441.degrees latitude (g = 980.6199 gals.).
 LB0441
 LB0441.The modeled gravity was interpolated from observed gravity values.
 LB0441
 LB0441;                    North         East    Units  Estimated Accuracy
 LB0441;SPC IN W     -   566,410.      960,820.      MT  (+/- 180 meters Scaled)
 LB0441
 LB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK537665(NAD 83)
 LB0441
 LB0441                          SUPERSEDED SURVEY CONTROL
 LB0441
 LB0441  NGVD 29 (??/??/92)  264.912  (m)          869.13   (f) ADJ UNCH    2 0
 LB0441
 LB0441.Superseded values are not recommended for survey control.
 LB0441
 LB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0441.See file dsdata.pdf to determine how the superseded data were derived.
 LB0441
 LB0441_MARKER: DB = BENCH MARK DISK
 LB0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0441_STAMPING: L 27 1934
 LB0441_MARK LOGO: CGS
 LB0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0441+STABILITY: SURFACE MOTION
 LB0441
 LB0441  HISTORY     - Date     Condition        Report By
 LB0441  HISTORY     - 1934     MONUMENTED       CGS
 LB0441  HISTORY     - 1946     GOOD             CGS
 LB0441
 LB0441                          STATION DESCRIPTION
 LB0441
 LB0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0441'1.8 MI NE FROM MICHIGANTOWN.
 LB0441'1.8 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0441'RAILROAD FROM THE STATION AT MICHIGANTOWN, CLINTON COUNTY,
 LB0441'22 YARDS NORTHEAST OF POLE 197/10, AT THE SECOND ROAD-CROSSING
 LB0441'NORTHEAST OF THE CITY LIMITS, 25 FEET SOUTH OF THE CENTERLINE
 LB0441'OF THE ROAD, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LB0441'TRACK, AT A FENCE CORNER, 1.5 FEET NORTHEAST OF A WHITE WOODEN
 LB0441'WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LB0441'DISK, STAMPED L 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0441'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2161 ***********************************************************************
 JZ2161  DESIGNATION -  L 270
 JZ2161  PID         -  JZ2161
 JZ2161  STATE/COUNTY-  IN/JENNINGS
 JZ2161  COUNTRY     -  US
 JZ2161  USGS QUAD   -  NORTH VERNON (2019)
 JZ2161
 JZ2161                         *CURRENT SURVEY CONTROL
 JZ2161  ______________________________________________________________________
 JZ2161* NAD 83(1986) POSITION- 39 06 56.     (N) 085 43 27.     (W)   SCALED
 JZ2161* NAVD 88 ORTHO HEIGHT -   211.303 (meters)      693.25  (feet) ADJUSTED
 JZ2161  ______________________________________________________________________
 JZ2161  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 JZ2161  DYNAMIC HEIGHT  -        211.171 (meters)      692.82  (feet) COMP
 JZ2161  MODELED GRAVITY -    979,997.4   (mgal)                       NAVD 88
 JZ2161
 JZ2161  VERT ORDER      -  SECOND    CLASS 0
 JZ2161
 JZ2161.The horizontal coordinates were scaled from a map and have
 JZ2161.an estimated accuracy of +/- 6 seconds.
 JZ2161
 JZ2161.The orthometric height was determined by differential leveling and
 JZ2161.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2161.in June 1991.
 JZ2161
 JZ2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2161.GEOID18 height accuracy estimate available here.
 JZ2161
 JZ2161.Click photographs - Photos may exist for this station.
 JZ2161
 JZ2161.The dynamic height is computed by dividing the NAVD 88
 JZ2161.geopotential number by the normal gravity value computed on the
 JZ2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2161.degrees latitude (g = 980.6199 gals.).
 JZ2161
 JZ2161.The modeled gravity was interpolated from observed gravity values.
 JZ2161
 JZ2161;                    North         East    Units  Estimated Accuracy
 JZ2161;SPC IN E     -   429,330.       95,030.      MT  (+/- 180 meters Scaled)
 JZ2161
 JZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102303(NAD 83)
 JZ2161
 JZ2161                          SUPERSEDED SURVEY CONTROL
 JZ2161
 JZ2161  NGVD 29 (??/??/92)  211.425  (m)          693.65   (f) ADJ UNCH    2 0
 JZ2161
 JZ2161.Superseded values are not recommended for survey control.
 JZ2161
 JZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2161.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2161
 JZ2161_MARKER: DB = BENCH MARK DISK
 JZ2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2161_STAMPING: L 270 1947
 JZ2161_MARK LOGO: CGS
 JZ2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2161+STABILITY: SURFACE MOTION
 JZ2161
 JZ2161  HISTORY     - Date     Condition        Report By
 JZ2161  HISTORY     - 1947     MONUMENTED       CGS
 JZ2161  HISTORY     - 20220622 MARK NOT FOUND   INDOT
 JZ2161
 JZ2161                          STATION DESCRIPTION
 JZ2161
 JZ2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2161'2.8 MI NW FROM SCIPIO.
 JZ2161'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JZ2161'PRESBYTERIAN CHURCH AT SCIPIO, THENCE ABOUT 1.95 MILES NORTH
 JZ2161'ALONG A BLACK TOP ROAD, ABOUT 1.0 MILE SOUTH OF THE
 JZ2161'BARTHOLOMEW-JENNINGS COUNTY LINE, ABOUT 2.4 MILES SOUTH ALONG
 JZ2161'A COUNTY ROAD FROM THE SCHOOL AT GRAMMER, BARTHOLOMEW COUNTY,
 JZ2161'SET AT THE NORTH END OF AN S CURVE AT THE FOOT OF A HILL, 110.5
 JZ2161'FEET NORTHWEST OF THE NORTH CORNER OF A MASONERY STONE ARCH
 JZ2161'CULVERT, 31.5 FEET NORTH OF THE CENTER LINE OF A DRIVE WAY
 JZ2161'LEADING INTO A PASTURE, 40 FEET SOUTH OF A POWER POLE, 19 FEET
 JZ2161'WEST OF THE CENTER LINE OF THE ROAD, 28.5 FEET NORTH OF A GATE
 JZ2161'POST, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE
 JZ2161'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ2161'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2161
 JZ2161                          STATION RECOVERY (2022)
 JZ2161
 JZ2161'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2161'MARK WAS NOT RECOVERED.  IT APPEARS TO HAVE BEEN COVERED UP OR REMOVED
 JZ2161'BY DRIVEWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1831 ***********************************************************************
 JZ1831  DESIGNATION -  L 272
 JZ1831  PID         -  JZ1831
 JZ1831  STATE/COUNTY-  IN/FRANKLIN
 JZ1831  COUNTRY     -  US
 JZ1831  USGS QUAD   -  NEW POINT (2019)
 JZ1831
 JZ1831                         *CURRENT SURVEY CONTROL
 JZ1831  ______________________________________________________________________
 JZ1831* NAD 83(1986) POSITION- 39 18 22.     (N) 085 16 38.     (W)   SCALED
 JZ1831* NAVD 88 ORTHO HEIGHT -   299.460 (meters)      982.48  (feet) ADJUSTED
 JZ1831  ______________________________________________________________________
 JZ1831  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 JZ1831  DYNAMIC HEIGHT  -        299.273 (meters)      981.86  (feet) COMP
 JZ1831  MODELED GRAVITY -    979,995.1   (mgal)                       NAVD 88
 JZ1831
 JZ1831  VERT ORDER      -  FIRST     CLASS II
 JZ1831
 JZ1831.The horizontal coordinates were scaled from a map and have
 JZ1831.an estimated accuracy of +/- 6 seconds.
 JZ1831
 JZ1831.The orthometric height was determined by differential leveling and
 JZ1831.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1831.in June 1991.
 JZ1831
 JZ1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1831.GEOID18 height accuracy estimate available here.
 JZ1831
 JZ1831.Click photographs - Photos may exist for this station.
 JZ1831
 JZ1831.The dynamic height is computed by dividing the NAVD 88
 JZ1831.geopotential number by the normal gravity value computed on the
 JZ1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1831.degrees latitude (g = 980.6199 gals.).
 JZ1831
 JZ1831.The modeled gravity was interpolated from observed gravity values.
 JZ1831
 JZ1831;                    North         East    Units  Estimated Accuracy
 JZ1831;SPC IN E     -   450,550.      133,590.      MT  (+/- 180 meters Scaled)
 JZ1831
 JZ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485521(NAD 83)
 JZ1831
 JZ1831                          SUPERSEDED SURVEY CONTROL
 JZ1831
 JZ1831  NGVD 29 (??/??/92)  299.595  (m)          982.92   (f) ADJ UNCH    1 2
 JZ1831
 JZ1831.Superseded values are not recommended for survey control.
 JZ1831
 JZ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1831.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1831
 JZ1831_MARKER: DB = BENCH MARK DISK
 JZ1831_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ1831_SP_SET: BRIDGE HEADWALL
 JZ1831_STAMPING: L 272 1947
 JZ1831_MARK LOGO: CGS
 JZ1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1831
 JZ1831  HISTORY     - Date     Condition        Report By
 JZ1831  HISTORY     - 1947     MONUMENTED       CGS
 JZ1831  HISTORY     - 1986     GOOD             NGS
 JZ1831  HISTORY     - 19920329 GOOD             LOCENG
 JZ1831
 JZ1831                          STATION DESCRIPTION
 JZ1831
 JZ1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1831'3.2 MI NW FROM BATESVILLE.
 JZ1831'ABOUT 3.25 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1831'FROM THE STATION AT BATESVILLE, AT CONCRETE ARCH OVER PASS NO.
 JZ1831'317A OVER A NORTH-SOUTH GRAVE, ROAD, ABOUT 5 1/2 RAILS WEST OF
 JZ1831'MILE POST 51, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD
 JZ1831'WALL OF THE BRIDGE, 6.5 FEET NORTH OF THE NORTH RAIL AND ABOUT
 JZ1831'LEVEL WITH THE TRACK.  NOTE-- MARK IS ABOUT 2.95 MILES SOUTHEAST
 JZ1831'OF THE STATION AT NEW POINT DECATUR COUNTY.
 JZ1831
 JZ1831                          STATION RECOVERY (1986)
 JZ1831
 JZ1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1831'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 JZ1831'SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH
 JZ1831'INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 4.7 KM (2.9 MI)
 JZ1831'NORTHWESTERLY ALONG THE CONRAIL RAILROAD.  ADD--0.6 M (2.0 FT) WEST OF
 JZ1831'THE EAST END OF THE HEADWALL.
 JZ1831
 JZ1831                          STATION RECOVERY (1992)
 JZ1831
 JZ1831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ1831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0534 ***********************************************************************
 JZ0534  DESIGNATION -  L 273
 JZ0534  PID         -  JZ0534
 JZ0534  STATE/COUNTY-  IN/DEARBORN
 JZ0534  COUNTRY     -  US
 JZ0534  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0534
 JZ0534                         *CURRENT SURVEY CONTROL
 JZ0534  ______________________________________________________________________
 JZ0534* NAD 83(1986) POSITION- 39 06 29.     (N) 084 51 02.     (W)   SCALED
 JZ0534* NAVD 88 ORTHO HEIGHT -   142.915 (meters)      468.88  (feet) ADJUSTED
 JZ0534  ______________________________________________________________________
 JZ0534  GEOID HEIGHT    -        -34.152 (meters)                     GEOID18
 JZ0534  DYNAMIC HEIGHT  -        142.826 (meters)      468.59  (feet) COMP
 JZ0534  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JZ0534
 JZ0534  VERT ORDER      -  FIRST     CLASS II
 JZ0534
 JZ0534.The horizontal coordinates were scaled from a map and have
 JZ0534.an estimated accuracy of +/- 6 seconds.
 JZ0534
 JZ0534.The orthometric height was determined by differential leveling and
 JZ0534.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0534.in June 1991.
 JZ0534
 JZ0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0534.GEOID18 height accuracy estimate available here.
 JZ0534
 JZ0534.Click photographs - Photos may exist for this station.
 JZ0534
 JZ0534.The dynamic height is computed by dividing the NAVD 88
 JZ0534.geopotential number by the normal gravity value computed on the
 JZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0534.degrees latitude (g = 980.6199 gals.).
 JZ0534
 JZ0534.The modeled gravity was interpolated from observed gravity values.
 JZ0534
 JZ0534;                    North         East    Units  Estimated Accuracy
 JZ0534;SPC IN E     -   428,810.      170,590.      MT  (+/- 180 meters Scaled)
 JZ0534
 JZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ858309(NAD 83)
 JZ0534
 JZ0534                          SUPERSEDED SURVEY CONTROL
 JZ0534
 JZ0534  NGVD 29 (??/??/92)  143.124  (m)          469.57   (f) ADJ UNCH    1 2
 JZ0534
 JZ0534.Superseded values are not recommended for survey control.
 JZ0534
 JZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0534.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0534
 JZ0534_MARKER: DB = BENCH MARK DISK
 JZ0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0534_SP_SET: CULVERT HEADWALL
 JZ0534_STAMPING: L 273 1947
 JZ0534_MARK LOGO: CGS
 JZ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0534+STABILITY: SURFACE MOTION
 JZ0534
 JZ0534  HISTORY     - Date     Condition        Report By
 JZ0534  HISTORY     - 1947     MONUMENTED       CGS
 JZ0534  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0534  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0534
 JZ0534                          STATION DESCRIPTION
 JZ0534
 JZ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0534'0.8 MI NE FROM LAWRENCEBURG.
 JZ0534'0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JZ0534'WITH WALNUT STREET AT LAWRENCEBURG, ABOUT 0.15 MILE NORTH OF THE
 JZ0534'LAWRENCEBURG CITY LIMIT SIGN, SET IN THE TOP OF THE SOUTH END
 JZ0534'OF THE WEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 17
 JZ0534'FEET WEST OF THE WEST EDGE OF THE HIGHWAY, 26.2 FEET SOUTHEAST
 JZ0534'OF POWER POLE NO. 560/039, 1.9 FEET NORTH OF THE SOUTH END OF THE
 JZ0534'HEAD WALL AND ABOUT 5 FEET BELOW THE HIGHWAY.
 JZ0534
 JZ0534                          STATION RECOVERY (1977)
 JZ0534
 JZ0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0534'MARK NOT FOUND.
 JZ0534
 JZ0534                          STATION RECOVERY (1986)
 JZ0534
 JZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0933 ***********************************************************************
 JZ0933  DESIGNATION -  L 274
 JZ0933  PID         -  JZ0933
 JZ0933  STATE/COUNTY-  IN/FRANKLIN
 JZ0933  COUNTRY     -  US
 JZ0933  USGS QUAD   -  HARRISON (2016)
 JZ0933
 JZ0933                         *CURRENT SURVEY CONTROL
 JZ0933  ______________________________________________________________________
 JZ0933* NAD 83(1986) POSITION- 39 19 40.     (N) 084 50 20.     (W)   SCALED
 JZ0933* NAVD 88 ORTHO HEIGHT -   265.533 (meters)      871.17  (feet) ADJUSTED
 JZ0933  ______________________________________________________________________
 JZ0933  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 JZ0933  DYNAMIC HEIGHT  -        265.377 (meters)      870.66  (feet) COMP
 JZ0933  MODELED GRAVITY -    980,031.6   (mgal)                       NAVD 88
 JZ0933
 JZ0933  VERT ORDER      -  SECOND    CLASS 0
 JZ0933
 JZ0933.The horizontal coordinates were scaled from a map and have
 JZ0933.an estimated accuracy of +/- 6 seconds.
 JZ0933
 JZ0933.The orthometric height was determined by differential leveling and
 JZ0933.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0933.in June 1991.
 JZ0933
 JZ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0933.GEOID18 height accuracy estimate available here.
 JZ0933
 JZ0933.Click photographs - Photos may exist for this station.
 JZ0933
 JZ0933.The dynamic height is computed by dividing the NAVD 88
 JZ0933.geopotential number by the normal gravity value computed on the
 JZ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0933.degrees latitude (g = 980.6199 gals.).
 JZ0933
 JZ0933.The modeled gravity was interpolated from observed gravity values.
 JZ0933
 JZ0933;                    North         East    Units  Estimated Accuracy
 JZ0933;SPC IN E     -   453,210.      171,370.      MT  (+/- 180 meters Scaled)
 JZ0933
 JZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862553(NAD 83)
 JZ0933
 JZ0933                          SUPERSEDED SURVEY CONTROL
 JZ0933
 JZ0933  NGVD 29 (??/??/92)  265.720  (m)          871.78   (f) ADJ UNCH    2 0
 JZ0933
 JZ0933.Superseded values are not recommended for survey control.
 JZ0933
 JZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0933.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0933
 JZ0933_MARKER: DB = BENCH MARK DISK
 JZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0933_STAMPING: L 274 1947
 JZ0933_MARK LOGO: CGS
 JZ0933_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0933+STABILITY: SURFACE MOTION
 JZ0933
 JZ0933  HISTORY     - Date     Condition        Report By
 JZ0933  HISTORY     - 1947     MONUMENTED       CGS
 JZ0933
 JZ0933                          STATION DESCRIPTION
 JZ0933
 JZ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0933'1.2 MI NE FROM ROCKDALE.
 JZ0933'0.2 MILE NORTH ALONG A BLACK TOP STREET FROM THE UNITED BRETHREN
 JZ0933'CHURCH AT ROCKDALE, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A
 JZ0933'WINDING GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JZ0933'EAST AND AT THE NORTHWEST CORNER OF A CEMETERY, 33 FEET EAST
 JZ0933'OF THE CENTER LINE OF THE MAIN ROAD, 19 FEET SOUTH OF THE
 JZ0933'CENTER LINE OF THE ROAD EAST, 3.5 FEET EAST OF THE CEMETERY FENCE
 JZ0933'CORNER, 6.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE
 JZ0933'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0933'LEVEL WITH THE NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE
 JZ0933'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0091 ***********************************************************************
 HB0091  DESIGNATION -  L 275
 HB0091  PID         -  HB0091
 HB0091  STATE/COUNTY-  IN/POSEY
 HB0091  COUNTRY     -  US
 HB0091  USGS QUAD   -  EMMA (2018)
 HB0091
 HB0091                         *CURRENT SURVEY CONTROL
 HB0091  ______________________________________________________________________
 HB0091* NAD 83(1986) POSITION- 37 53 44.     (N) 088 00 06.     (W)   SCALED
 HB0091* NAVD 88 ORTHO HEIGHT -   109.578 (meters)      359.51  (feet) ADJUSTED
 HB0091  ______________________________________________________________________
 HB0091  GEOID HEIGHT    -        -30.400 (meters)                     GEOID18
 HB0091  DYNAMIC HEIGHT  -        109.503 (meters)      359.26  (feet) COMP
 HB0091  MODELED GRAVITY -    979,946.5   (mgal)                       NAVD 88
 HB0091
 HB0091  VERT ORDER      -  FIRST     CLASS II
 HB0091
 HB0091.The horizontal coordinates were scaled from a map and have
 HB0091.an estimated accuracy of +/- 6 seconds.
 HB0091
 HB0091.The orthometric height was determined by differential leveling and
 HB0091.adjusted by the NATIONAL GEODETIC SURVEY
 HB0091.in June 1991.
 HB0091
 HB0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0091.GEOID18 height accuracy estimate available here.
 HB0091
 HB0091.Click photographs - Photos may exist for this station.
 HB0091
 HB0091.The dynamic height is computed by dividing the NAVD 88
 HB0091.geopotential number by the normal gravity value computed on the
 HB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0091.degrees latitude (g = 980.6199 gals.).
 HB0091
 HB0091.The modeled gravity was interpolated from observed gravity values.
 HB0091
 HB0091;                    North         East    Units  Estimated Accuracy
 HB0091;SPC IN W     -   294,300.      819,230.      MT  (+/- 180 meters Scaled)
 HB0091
 HB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG119946(NAD 83)
 HB0091
 HB0091                          SUPERSEDED SURVEY CONTROL
 HB0091
 HB0091  NGVD 29 (11/26/84)  109.686  (m)          359.86   (f) ADJUSTED    1 2
 HB0091
 HB0091.Superseded values are not recommended for survey control.
 HB0091
 HB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0091.See file dsdata.pdf to determine how the superseded data were derived.
 HB0091
 HB0091_MARKER: DB = BENCH MARK DISK
 HB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0091_STAMPING: L 275 1954
 HB0091_MARK LOGO: CGS
 HB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0091+STABILITY: SURFACE MOTION
 HB0091
 HB0091  HISTORY     - Date     Condition        Report By
 HB0091  HISTORY     - 1954     MONUMENTED       CGS
 HB0091
 HB0091                          STATION DESCRIPTION
 HB0091
 HB0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0091'4.5 MI SW FROM PRAIRIE.
 HB0091'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0091'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG A GRAVEL
 HB0091'ROAD, THENCE ABOUT 0.9 MILE SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD,
 HB0091'ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A ROAD EAST, ABOUT 0.25
 HB0091'MILE SOUTH OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH
 HB0091'AND EAST, ABOUT 0.5 MILE NORTH OF THE T JUNCTION OF AN EAST-WEST
 HB0091'ROAD, 21 FEET WEST OF CENTER LINE OF ROAD, 45 FEET SOUTHWEST AND
 HB0091'ACROSS ROAD FROM POWER POLE NO. 3029, 15 FEET SOUTH OF CENTER LINE
 HB0091'OF A DRIVE WEST TO ELMER SCHELHORNS RESIDENCE, 5 FEET SOUTHWEST
 HB0091'OF SOUTH END OF A 12-INCH METAL PIPE CULVERT UNDER DRIVE, 1 FOOT
 HB0091'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 HB0091'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 HB0091'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1602 ***********************************************************************
 JZ1602  DESIGNATION -  L 276
 JZ1602  PID         -  JZ1602
 JZ1602  STATE/COUNTY-  IN/WAYNE
 JZ1602  COUNTRY     -  US
 JZ1602  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1602
 JZ1602                         *CURRENT SURVEY CONTROL
 JZ1602  ______________________________________________________________________
 JZ1602* NAD 83(1986) POSITION- 39 43 21.     (N) 085 10 31.     (W)   SCALED
 JZ1602* NAVD 88 ORTHO HEIGHT -   302.141 (meters)      991.27  (feet) ADJUSTED
 JZ1602  ______________________________________________________________________
 JZ1602  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ1602  DYNAMIC HEIGHT  -        301.965 (meters)      990.70  (feet) COMP
 JZ1602  MODELED GRAVITY -    980,035.2   (mgal)                       NAVD 88
 JZ1602
 JZ1602  VERT ORDER      -  SECOND    CLASS 0
 JZ1602
 JZ1602.The horizontal coordinates were scaled from a map and have
 JZ1602.an estimated accuracy of +/- 6 seconds.
 JZ1602
 JZ1602.The orthometric height was determined by differential leveling and
 JZ1602.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1602.in June 1991.
 JZ1602
 JZ1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1602.GEOID18 height accuracy estimate available here.
 JZ1602
 JZ1602.Click photographs - Photos may exist for this station.
 JZ1602
 JZ1602.The dynamic height is computed by dividing the NAVD 88
 JZ1602.geopotential number by the normal gravity value computed on the
 JZ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1602.degrees latitude (g = 980.6199 gals.).
 JZ1602
 JZ1602.The modeled gravity was interpolated from observed gravity values.
 JZ1602
 JZ1602;                    North         East    Units  Estimated Accuracy
 JZ1602;SPC IN E     -   496,820.      142,130.      MT  (+/- 180 meters Scaled)
 JZ1602
 JZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563985(NAD 83)
 JZ1602
 JZ1602                          SUPERSEDED SURVEY CONTROL
 JZ1602
 JZ1602  NGVD 29 (??/??/92)  302.281  (m)          991.73   (f) ADJ UNCH    2 0
 JZ1602
 JZ1602.Superseded values are not recommended for survey control.
 JZ1602
 JZ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1602.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1602
 JZ1602_MARKER: DB = BENCH MARK DISK
 JZ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1602_STAMPING: L 276 1947
 JZ1602_MARK LOGO: CGS
 JZ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1602+STABILITY: SURFACE MOTION
 JZ1602
 JZ1602  HISTORY     - Date     Condition        Report By
 JZ1602  HISTORY     - 1947     MONUMENTED       CGS
 JZ1602  HISTORY     - 1968     GOOD             CGS
 JZ1602
 JZ1602                          STATION DESCRIPTION
 JZ1602
 JZ1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1602'8 MI S FROM CAMBRIDGE CITY.
 JZ1602'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1602'AT CAMBRIDGE CITY, THENCE 3.65 MILES SOUTH, 1.0 MILE EAST AND
 JZ1602'1.0 MILE SOUTH ALONG GRAVEL ROADS, THENCE 0.5 MILE WEST ALONG A
 JZ1602'PAVED ROAD, THENCE 1.5 MILE SOUTH ALONG A GRAVEL ROAD LEADING
 JZ1602'EAST, 59 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ1602'19 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 38 FEET EAST
 JZ1602'OF A FENCE CORNER, 1 FOOT NORTH OF A WIRE FENCE LINE, 2 FEET
 JZ1602'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1602'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ1602'NOTE-- THIS MARK IS ABOUT 1.0 MILE NORTH, 0.2 MILE EAST AND 1.7
 JZ1602'MILE NORTH ALONG COUNTY ROADS FROM THE CROSSROADS AT HARRISBURGH,
 JZ1602'FAYETTE COUNTY.
 JZ1602
 JZ1602                          STATION RECOVERY (1968)
 JZ1602
 JZ1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JZ1602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1292 ***********************************************************************
 JZ1292  DESIGNATION -  L 277
 JZ1292  PID         -  JZ1292
 JZ1292  STATE/COUNTY-  IN/WAYNE
 JZ1292  COUNTRY     -  US
 JZ1292  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1292
 JZ1292                         *CURRENT SURVEY CONTROL
 JZ1292  ______________________________________________________________________
 JZ1292* NAD 83(1986) POSITION- 39 44 28.7    (N) 084 51 37.3    (W)   HD_HELD2
 JZ1292* NAVD 88 ORTHO HEIGHT -   338.036 (meters)     1109.04  (feet) ADJUSTED
 JZ1292  ______________________________________________________________________
 JZ1292  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 JZ1292  DYNAMIC HEIGHT  -        337.836 (meters)     1108.38  (feet) COMP
 JZ1292  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ1292
 JZ1292  VERT ORDER      -  SECOND    CLASS 0
 JZ1292
 JZ1292.The horizontal coordinates were established by autonomous hand held GPS
 JZ1292.observations and have an estimated accuracy of +/- 10 meters.
 JZ1292
 JZ1292.The orthometric height was determined by differential leveling and
 JZ1292.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1292.in June 1991.
 JZ1292
 JZ1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1292.GEOID18 height accuracy estimate available here.
 JZ1292
 JZ1292.Click photographs - Photos may exist for this station.
 JZ1292
 JZ1292.The dynamic height is computed by dividing the NAVD 88
 JZ1292.geopotential number by the normal gravity value computed on the
 JZ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1292.degrees latitude (g = 980.6199 gals.).
 JZ1292
 JZ1292.The modeled gravity was interpolated from observed gravity values.
 JZ1292
 JZ1292;                    North         East    Units  Estimated Accuracy
 JZ1292;SPC IN E     -   499,106.      169,111.      MT  (+/- 10 meters HH2 GPS)
 JZ1292
 JZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8333401234(NAD 83)
 JZ1292
 JZ1292                          SUPERSEDED SURVEY CONTROL
 JZ1292
 JZ1292  NGVD 29 (??/??/92)  338.182  (m)         1109.52   (f) ADJ UNCH    2 0
 JZ1292
 JZ1292.Superseded values are not recommended for survey control.
 JZ1292
 JZ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1292.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1292
 JZ1292_MARKER: DB = BENCH MARK DISK
 JZ1292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1292_SP_SET: CULVERT WINGWALL
 JZ1292_STAMPING: L 277 1947
 JZ1292_MARK LOGO: CGS
 JZ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1292+STABILITY: SURFACE MOTION
 JZ1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1292+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1292
 JZ1292  HISTORY     - Date     Condition        Report By
 JZ1292  HISTORY     - 1947     MONUMENTED       CGS
 JZ1292  HISTORY     - 20030506 GOOD             GEOCAC
 JZ1292  HISTORY     - 20180718 GOOD             MCA
 JZ1292
 JZ1292                          STATION DESCRIPTION
 JZ1292
 JZ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1292'0.4 MI W FROM BOSTON.
 JZ1292'0.45 MILE WEST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION
 JZ1292'OF STATE HIGHWAY 21 AT BOSTON, ABOUT 0.55 MILE EAST OF A CURVE
 JZ1292'IN THE HIGHWAY WITH TANGENTS EAST AND SOUTH, 110 YARDS EAST OF
 JZ1292'THE OVER PASS OF THE CHESAPEAKE AND OHIO RAILWAY, SET IN THE TOP
 JZ1292'OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF A 10-FOOT
 JZ1292'CONCRETE CULVERT, 18 FEET NORTH OF THE CENTER LINE OF THE
 JZ1292'HIGHWAY, 0.4 FOOT NORTH OF THE HEAD WALL AND ABOUT 1 FOOT BELOW
 JZ1292'THE HIGHWAY.
 JZ1292
 JZ1292                          STATION RECOVERY (2003)
 JZ1292
 JZ1292'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1292'RECOVERED IN GOOD CONDITION.
 JZ1292
 JZ1292                          STATION RECOVERY (2018)
 JZ1292
 JZ1292'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1313 ***********************************************************************
 HZ1313  DESIGNATION -  L 278
 HZ1313  PID         -  HZ1313
 HZ1313  STATE/COUNTY-  IN/CLARK
 HZ1313  COUNTRY     -  US
 HZ1313  USGS QUAD   -  SPEED (2019)
 HZ1313
 HZ1313                         *CURRENT SURVEY CONTROL
 HZ1313  ______________________________________________________________________
 HZ1313* NAD 83(1986) POSITION- 38 26 52.     (N) 085 50 28.     (W)   SCALED
 HZ1313* NAVD 88 ORTHO HEIGHT -   149.187 (meters)      489.46  (feet) ADJUSTED
 HZ1313  ______________________________________________________________________
 HZ1313  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 HZ1313  DYNAMIC HEIGHT  -        149.087 (meters)      489.13  (feet) COMP
 HZ1313  MODELED GRAVITY -    979,953.5   (mgal)                       NAVD 88
 HZ1313
 HZ1313  VERT ORDER      -  FIRST     CLASS II
 HZ1313
 HZ1313.The horizontal coordinates were scaled from a map and have
 HZ1313.an estimated accuracy of +/- 6 seconds.
 HZ1313
 HZ1313.The orthometric height was determined by differential leveling and
 HZ1313.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1313.in June 1991.
 HZ1313
 HZ1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1313.GEOID18 height accuracy estimate available here.
 HZ1313
 HZ1313.Click photographs - Photos may exist for this station.
 HZ1313
 HZ1313.The dynamic height is computed by dividing the NAVD 88
 HZ1313.geopotential number by the normal gravity value computed on the
 HZ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1313.degrees latitude (g = 980.6199 gals.).
 HZ1313
 HZ1313.The modeled gravity was interpolated from observed gravity values.
 HZ1313
 HZ1313;                    North         East    Units  Estimated Accuracy
 HZ1313;SPC IN E     -   355,210.       84,770.      MT  (+/- 180 meters Scaled)
 HZ1313
 HZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH011561(NAD 83)
 HZ1313
 HZ1313                          SUPERSEDED SURVEY CONTROL
 HZ1313
 HZ1313  NGVD 29 (??/??/92)  149.325  (m)          489.91   (f) ADJ UNCH    1 2
 HZ1313
 HZ1313.Superseded values are not recommended for survey control.
 HZ1313
 HZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1313.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1313
 HZ1313_MARKER: DB = BENCH MARK DISK
 HZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1313_STAMPING: L 278 1949
 HZ1313_MARK LOGO: CGS
 HZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1313+STABILITY: SURFACE MOTION
 HZ1313
 HZ1313  HISTORY     - Date     Condition        Report By
 HZ1313  HISTORY     - 1949     MONUMENTED       CGS
 HZ1313
 HZ1313                          STATION DESCRIPTION
 HZ1313
 HZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1313'5.8 MI SE FROM BORDEN.
 HZ1313'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1313'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A ROAD
 HZ1313'CROSSING, 286 FEET WEST OF MILE POST 305, 29 FEET NORTHEAST OF
 HZ1313'THE CENTER OF THE CROSSING, 18 FEET EAST OF THE CENTER LINE
 HZ1313'OF THE ROAD, 20.5 FEET NORTH OF THE NORTH RAIL, 8 FEET EAST OF
 HZ1313'THE STONE SHOULDER OF THE ROAD, 1.5 FEET SOUTH OF THE R/W FENCE
 HZ1313'LINE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1313'4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 HZ1313'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0191 ***********************************************************************
 JA0191  DESIGNATION -  L 279
 JA0191  PID         -  JA0191
 JA0191  STATE/COUNTY-  IN/WASHINGTON
 JA0191  COUNTRY     -  US
 JA0191  USGS QUAD   -  SMEDLEY (2019)
 JA0191
 JA0191                         *CURRENT SURVEY CONTROL
 JA0191  ______________________________________________________________________
 JA0191* NAD 83(1986) POSITION- 38 37 58.     (N) 086 12 56.     (W)   SCALED
 JA0191* NAVD 88 ORTHO HEIGHT -   267.665 (meters)      878.16  (feet) ADJUSTED
 JA0191  ______________________________________________________________________
 JA0191  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JA0191  DYNAMIC HEIGHT  -        267.488 (meters)      877.58  (feet) COMP
 JA0191  MODELED GRAVITY -    979,957.7   (mgal)                       NAVD 88
 JA0191
 JA0191  VERT ORDER      -  FIRST     CLASS II
 JA0191
 JA0191.The horizontal coordinates were scaled from a map and have
 JA0191.an estimated accuracy of +/- 6 seconds.
 JA0191
 JA0191.The orthometric height was determined by differential leveling and
 JA0191.adjusted by the NATIONAL GEODETIC SURVEY
 JA0191.in June 1991.
 JA0191
 JA0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0191.GEOID18 height accuracy estimate available here.
 JA0191
 JA0191.Click photographs - Photos may exist for this station.
 JA0191
 JA0191.The dynamic height is computed by dividing the NAVD 88
 JA0191.geopotential number by the normal gravity value computed on the
 JA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0191.degrees latitude (g = 980.6199 gals.).
 JA0191
 JA0191.The modeled gravity was interpolated from observed gravity values.
 JA0191
 JA0191;                    North         East    Units  Estimated Accuracy
 JA0191;SPC IN E     -   375,880.       52,210.      MT  (+/- 180 meters Scaled)
 JA0191
 JA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH682763(NAD 83)
 JA0191
 JA0191                          SUPERSEDED SURVEY CONTROL
 JA0191
 JA0191  NGVD 29 (??/??/92)  267.774  (m)          878.52   (f) ADJ UNCH    1 2
 JA0191
 JA0191.Superseded values are not recommended for survey control.
 JA0191
 JA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0191.See file dsdata.pdf to determine how the superseded data were derived.
 JA0191
 JA0191_MARKER: DB = BENCH MARK DISK
 JA0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0191_STAMPING: L 279 1949
 JA0191_MARK LOGO: CGS
 JA0191_PROJECTION: FLUSH
 JA0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0191+STABILITY: SURFACE MOTION
 JA0191
 JA0191  HISTORY     - Date     Condition        Report By
 JA0191  HISTORY     - 1949     MONUMENTED       CGS
 JA0191
 JA0191                          STATION DESCRIPTION
 JA0191
 JA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0191'2.7 MI SE FROM CAMPBELLSBURG.
 JA0191'ABOUT 2.7 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0191'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, AT SMEDLEY,
 JA0191'AT A ROAD CROSSING, 52 FEET SOUTHEAST OF THE CENTER OF THE
 JA0191'CROSSING, 57 FEET NORTH OF A WELL PUMP, 61 FEET NORTHWEST OF
 JA0191'THE NORTHWEST CORNER OF PORCH TO A TWO-STORY WHITE HOUSE, 32
 JA0191'FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 25.7 FEET SOUTH
 JA0191'OF THE SOUTH RAIL, 11 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 JA0191'OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JA0191'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JA0191'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1095 ***********************************************************************
 LB1095  DESIGNATION -  L 28
 LB1095  PID         -  LB1095
 LB1095  STATE/COUNTY-  IN/WHITE
 LB1095  COUNTRY     -  US
 LB1095  USGS QUAD   -  IDAVILLE (2019)
 LB1095
 LB1095                         *CURRENT SURVEY CONTROL
 LB1095  ______________________________________________________________________
 LB1095* NAD 83(1986) POSITION- 40 45 32.     (N) 086 37 46.     (W)   SCALED
 LB1095* NAVD 88 ORTHO HEIGHT -   215.498 (meters)      707.01  (feet) ADJUSTED
 LB1095  ______________________________________________________________________
 LB1095  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 LB1095  DYNAMIC HEIGHT  -        215.399 (meters)      706.69  (feet) COMP
 LB1095  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 LB1095
 LB1095  VERT ORDER      -  SECOND    CLASS 0
 LB1095
 LB1095.The horizontal coordinates were scaled from a map and have
 LB1095.an estimated accuracy of +/- 6 seconds.
 LB1095
 LB1095.The orthometric height was determined by differential leveling and
 LB1095.adjusted by the NATIONAL GEODETIC SURVEY
 LB1095.in June 1991.
 LB1095
 LB1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1095.GEOID18 height accuracy estimate available here.
 LB1095
 LB1095.Click photographs - Photos may exist for this station.
 LB1095
 LB1095.The dynamic height is computed by dividing the NAVD 88
 LB1095.geopotential number by the normal gravity value computed on the
 LB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1095.degrees latitude (g = 980.6199 gals.).
 LB1095
 LB1095.The modeled gravity was interpolated from observed gravity values.
 LB1095
 LB1095;                    North         East    Units  Estimated Accuracy
 LB1095;SPC IN W     -   611,880.      938,330.      MT  (+/- 180 meters Scaled)
 LB1095
 LB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL312120(NAD 83)
 LB1095
 LB1095                          SUPERSEDED SURVEY CONTROL
 LB1095
 LB1095  NGVD 29 (??/??/92)  215.607  (m)          707.37   (f) ADJ UNCH    2 0
 LB1095
 LB1095.Superseded values are not recommended for survey control.
 LB1095
 LB1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1095.See file dsdata.pdf to determine how the superseded data were derived.
 LB1095
 LB1095_MARKER: DB = BENCH MARK DISK
 LB1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1095_STAMPING: L 28 1934
 LB1095_MARK LOGO: CGS
 LB1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1095+STABILITY: SURFACE MOTION
 LB1095
 LB1095  HISTORY     - Date     Condition        Report By
 LB1095  HISTORY     - 1934     MONUMENTED       CGS
 LB1095  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1095
 LB1095                          STATION DESCRIPTION
 LB1095
 LB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1095'1.9 MI E FROM BURNETTSVILLE.
 LB1095'1.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1095'AT BURNETTSVILLE, WHITE COUNTY, 1.1 MILES EAST OF THE STATION AT
 LB1095'IDAVILLE, 0.3 MILE WEST OF MILEPOST 14, 35 YARDS SOUTH OF THE
 LB1095'CENTERLINE OF U.S. HIGHWAY 24, 18 YARDS NORTHEAST OF THE JUNCTION
 LB1095'OF TWO COUNTY ROADS, AT A GRAVEL-ROAD CROSSING, 10 YARDS EAST
 LB1095'OF THE CENTERLINE OF THE ROAD, AND 10 YARDS SOUTH OF THE SOUTH
 LB1095'RAIL.  A STANDARD DISK, STAMPED L 28 1934 AND SET IN THE TOP OF
 LB1095'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB1095
 LB1095                          STATION RECOVERY (1960)
 LB1095
 LB1095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0399 ***********************************************************************
 KA0399  DESIGNATION -  L 280
 KA0399  PID         -  KA0399
 KA0399  STATE/COUNTY-  IN/GREENE
 KA0399  COUNTRY     -  US
 KA0399  USGS QUAD   -  STANFORD (2019)
 KA0399
 KA0399                         *CURRENT SURVEY CONTROL
 KA0399  ______________________________________________________________________
 KA0399* NAD 83(1986) POSITION- 39 01 44.     (N) 086 44 44.     (W)   SCALED
 KA0399* NAVD 88 ORTHO HEIGHT -   240.749 (meters)      789.86  (feet) ADJUSTED
 KA0399  ______________________________________________________________________
 KA0399  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 KA0399  DYNAMIC HEIGHT  -        240.599 (meters)      789.37  (feet) COMP
 KA0399  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 KA0399
 KA0399  VERT ORDER      -  FIRST     CLASS II
 KA0399
 KA0399.The horizontal coordinates were scaled from a map and have
 KA0399.an estimated accuracy of +/- 6 seconds.
 KA0399
 KA0399.The orthometric height was determined by differential leveling and
 KA0399.adjusted by the NATIONAL GEODETIC SURVEY
 KA0399.in June 1991.
 KA0399
 KA0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0399.GEOID18 height accuracy estimate available here.
 KA0399
 KA0399.Click photographs - Photos may exist for this station.
 KA0399
 KA0399.The dynamic height is computed by dividing the NAVD 88
 KA0399.geopotential number by the normal gravity value computed on the
 KA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0399.degrees latitude (g = 980.6199 gals.).
 KA0399
 KA0399.The modeled gravity was interpolated from observed gravity values.
 KA0399
 KA0399;                    North         East    Units  Estimated Accuracy
 KA0399;SPC IN W     -   419,760.      929,250.      MT  (+/- 180 meters Scaled)
 KA0399
 KA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ220200(NAD 83)
 KA0399
 KA0399                          SUPERSEDED SURVEY CONTROL
 KA0399
 KA0399  NGVD 29 (??/??/92)  240.872  (m)          790.26   (f) ADJ UNCH    1 2
 KA0399
 KA0399.Superseded values are not recommended for survey control.
 KA0399
 KA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0399.See file dsdata.pdf to determine how the superseded data were derived.
 KA0399
 KA0399_MARKER: DB = BENCH MARK DISK
 KA0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0399_STAMPING: L 280 1949
 KA0399_MARK LOGO: CGS
 KA0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0399+STABILITY: SURFACE MOTION
 KA0399
 KA0399  HISTORY     - Date     Condition        Report By
 KA0399  HISTORY     - 1949     MONUMENTED       CGS
 KA0399
 KA0399                          STATION DESCRIPTION
 KA0399
 KA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0399'1.2 MI NW FROM CINCINNATI.
 KA0399'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE
 KA0399'CHRISTIAN CHURCH AT CINCINNATI, THENCE ABOUT 0.5 MILE WEST
 KA0399'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE NORTH TO SOME
 KA0399'FARM BUILDINGS, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KA0399'PORCH TO A WHITE HOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE
 KA0399'OF THE DRIVE, 22 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 KA0399'ROAD, 17 FEET SOUTH OF A MOCK ORANGE TREE, 3.5 FEET WEST OF A
 KA0399'TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE LINE, 2 FEET NORTH
 KA0399'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 KA0399'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0780 ***********************************************************************
 JA0780  DESIGNATION -  L 281
 JA0780  PID         -  JA0780
 JA0780  STATE/COUNTY-  IN/LAWRENCE
 JA0780  COUNTRY     -  US
 JA0780  USGS QUAD   -  BEDFORD WEST (2019)
 JA0780
 JA0780                         *CURRENT SURVEY CONTROL
 JA0780  ______________________________________________________________________
 JA0780* NAD 83(1986) POSITION- 38 50 11.     (N) 086 30 08.     (W)   SCALED
 JA0780* NAVD 88 ORTHO HEIGHT -   193.686 (meters)      635.45  (feet) ADJUSTED
 JA0780  ______________________________________________________________________
 JA0780  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 JA0780  DYNAMIC HEIGHT  -        193.565 (meters)      635.05  (feet) COMP
 JA0780  MODELED GRAVITY -    979,998.2   (mgal)                       NAVD 88
 JA0780
 JA0780  VERT ORDER      -  FIRST     CLASS II
 JA0780
 JA0780.The horizontal coordinates were scaled from a map and have
 JA0780.an estimated accuracy of +/- 6 seconds.
 JA0780
 JA0780.The orthometric height was determined by differential leveling and
 JA0780.adjusted by the NATIONAL GEODETIC SURVEY
 JA0780.in June 1991.
 JA0780
 JA0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0780.GEOID18 height accuracy estimate available here.
 JA0780
 JA0780.Click photographs - Photos may exist for this station.
 JA0780
 JA0780.The dynamic height is computed by dividing the NAVD 88
 JA0780.geopotential number by the normal gravity value computed on the
 JA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0780.degrees latitude (g = 980.6199 gals.).
 JA0780
 JA0780.The modeled gravity was interpolated from observed gravity values.
 JA0780
 JA0780;                    North         East    Units  Estimated Accuracy
 JA0780;SPC IN W     -   398,490.      950,450.      MT  (+/- 180 meters Scaled)
 JA0780
 JA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH432987(NAD 83)
 JA0780
 JA0780                          SUPERSEDED SURVEY CONTROL
 JA0780
 JA0780  NGVD 29 (??/??/92)  193.801  (m)          635.83   (f) ADJ UNCH    1 2
 JA0780
 JA0780.Superseded values are not recommended for survey control.
 JA0780
 JA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0780.See file dsdata.pdf to determine how the superseded data were derived.
 JA0780
 JA0780_MARKER: DB = BENCH MARK DISK
 JA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0780_STAMPING: L 281 1949
 JA0780_MARK LOGO: CGS
 JA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0780+STABILITY: SURFACE MOTION
 JA0780
 JA0780  HISTORY     - Date     Condition        Report By
 JA0780  HISTORY     - 1949     MONUMENTED       CGS
 JA0780
 JA0780                          STATION DESCRIPTION
 JA0780
 JA0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0780'1.9 MI SW FROM BEDFORD.
 JA0780'ABOUT 1.9 MILES SOUTHWEST ALONG OLD HIGHWAY 50 (O ST.) FROM THE
 JA0780'HIGH SCHOOL, AT THE SKYHAVEN AIRPORT, BETWEEN THE TWO WEST
 JA0780'HANGARS, 30 FEET EAST OF THE SOUTHEAST CORNER OF THE WEST HANGAR,
 JA0780'35 FEET WEST OF THE SOUTHWEST CORNER OF THE EASTERLY ONE OF THE
 JA0780'TWO WEST HANGARS, 2 FEET NORTH OF THE EAST-WEST FENCE LINE AND
 JA0780'ABOUT 1 FOOT SOUTH OF BEING IN LINE WITH THE SOUTH ENDS OF THE
 JA0780'TWO WESTERLY HANGARS, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JA0780'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF A CONCRETE
 JA0780'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0797 ***********************************************************************
 JA0797  DESIGNATION -  L 282
 JA0797  PID         -  JA0797
 JA0797  STATE/COUNTY-  IN/LAWRENCE
 JA0797  COUNTRY     -  US
 JA0797  USGS QUAD   -  OWENSBURG (2019)
 JA0797
 JA0797                         *CURRENT SURVEY CONTROL
 JA0797  ______________________________________________________________________
 JA0797* NAD 83(1986) POSITION- 38 54 41.     (N) 086 40 17.     (W)   SCALED
 JA0797* NAVD 88 ORTHO HEIGHT -   183.663 (meters)      602.57  (feet) ADJUSTED
 JA0797  ______________________________________________________________________
 JA0797  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 JA0797  DYNAMIC HEIGHT  -        183.548 (meters)      602.19  (feet) COMP
 JA0797  MODELED GRAVITY -    979,998.0   (mgal)                       NAVD 88
 JA0797
 JA0797  VERT ORDER      -  FIRST     CLASS II
 JA0797
 JA0797.The horizontal coordinates were scaled from a map and have
 JA0797.an estimated accuracy of +/- 6 seconds.
 JA0797
 JA0797.The orthometric height was determined by differential leveling and
 JA0797.adjusted by the NATIONAL GEODETIC SURVEY
 JA0797.in June 1991.
 JA0797
 JA0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0797.GEOID18 height accuracy estimate available here.
 JA0797
 JA0797.Click photographs - Photos may exist for this station.
 JA0797
 JA0797.The dynamic height is computed by dividing the NAVD 88
 JA0797.geopotential number by the normal gravity value computed on the
 JA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0797.degrees latitude (g = 980.6199 gals.).
 JA0797
 JA0797.The modeled gravity was interpolated from observed gravity values.
 JA0797
 JA0797;                    North         East    Units  Estimated Accuracy
 JA0797;SPC IN W     -   406,740.      935,730.      MT  (+/- 180 meters Scaled)
 JA0797
 JA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ284069(NAD 83)
 JA0797
 JA0797                          SUPERSEDED SURVEY CONTROL
 JA0797
 JA0797  NGVD 29 (??/??/92)  183.780  (m)          602.95   (f) ADJ UNCH    1 2
 JA0797
 JA0797.Superseded values are not recommended for survey control.
 JA0797
 JA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0797.See file dsdata.pdf to determine how the superseded data were derived.
 JA0797
 JA0797_MARKER: DB = BENCH MARK DISK
 JA0797_SETTING: 66 = SET IN ROCK OUTCROP
 JA0797_STAMPING: L 282 1949
 JA0797_MARK LOGO: CGS
 JA0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0797+STABILITY: POSITION/ELEVATION WELL
 JA0797
 JA0797  HISTORY     - Date     Condition        Report By
 JA0797  HISTORY     - 1949     MONUMENTED       CGS
 JA0797
 JA0797                          STATION DESCRIPTION
 JA0797
 JA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0797'2.9 MI SW FROM SPRINGVILLE.
 JA0797'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE
 JA0797'JUNCTION OF STATE HIGHWAYS 54 AND 58, ABOUT 0.25 MILE SOUTHEAST
 JA0797'ALONG BLACK TOP ROAD FROM THE POST OFFICE AT OWENSBURG THENCE
 JA0797'ABOUT 3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 58, ABOUT 150
 JA0797'YARDS EAST OF THE CENTER LINE OF A DRIVEWAY SOUTH TO A FARM
 JA0797'HOUSE, SET IN A ROCK OUTCROP IN A CUT OF THE HIGHWAY, 113 FEET
 JA0797'EAST OF THE WEST END OF THE ROCK CUT, 32 FEET WEST OF THE WEST
 JA0797'EDGE OF A CUT THROUGH ROCK TO AND OLD ABANDONED ROCK QUARRY, 25
 JA0797'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET
 JA0797'ABOVE THE LEVEL OF THE HIGHWAY.  ABOUT 0.6 MILE SOUTHEAST OF
 JA0797'THE LAWRENCE-GREENE COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0107 ***********************************************************************
 HB0107  DESIGNATION -  L 283
 HB0107  PID         -  HB0107
 HB0107  STATE/COUNTY-  IN/POSEY
 HB0107  COUNTRY     -  US
 HB0107  USGS QUAD   -  WABASH ISLAND (2019)
 HB0107
 HB0107                         *CURRENT SURVEY CONTROL
 HB0107  ______________________________________________________________________
 HB0107* NAD 83(1986) POSITION- 37 50 12.     (N) 088 00 11.     (W)   SCALED
 HB0107* NAVD 88 ORTHO HEIGHT -   110.566 (meters)      362.75  (feet) ADJUSTED
 HB0107  ______________________________________________________________________
 HB0107  GEOID HEIGHT    -        -30.288 (meters)                     GEOID18
 HB0107  DYNAMIC HEIGHT  -        110.490 (meters)      362.50  (feet) COMP
 HB0107  MODELED GRAVITY -    979,941.4   (mgal)                       NAVD 88
 HB0107
 HB0107  VERT ORDER      -  FIRST     CLASS II
 HB0107
 HB0107.The horizontal coordinates were scaled from a map and have
 HB0107.an estimated accuracy of +/- 6 seconds.
 HB0107
 HB0107.The orthometric height was determined by differential leveling and
 HB0107.adjusted by the NATIONAL GEODETIC SURVEY
 HB0107.in June 1991.
 HB0107
 HB0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0107.GEOID18 height accuracy estimate available here.
 HB0107
 HB0107.Click photographs - Photos may exist for this station.
 HB0107
 HB0107.The dynamic height is computed by dividing the NAVD 88
 HB0107.geopotential number by the normal gravity value computed on the
 HB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0107.degrees latitude (g = 980.6199 gals.).
 HB0107
 HB0107.The modeled gravity was interpolated from observed gravity values.
 HB0107
 HB0107;                    North         East    Units  Estimated Accuracy
 HB0107;SPC IN W     -   287,760.      819,040.      MT  (+/- 180 meters Scaled)
 HB0107
 HB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117881(NAD 83)
 HB0107
 HB0107                          SUPERSEDED SURVEY CONTROL
 HB0107
 HB0107  NGVD 29 (11/26/84)  110.670  (m)          363.09   (f) ADJUSTED    1 2
 HB0107
 HB0107.Superseded values are not recommended for survey control.
 HB0107
 HB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0107.See file dsdata.pdf to determine how the superseded data were derived.
 HB0107
 HB0107_MARKER: DB = BENCH MARK DISK
 HB0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0107_STAMPING: L 283 1954
 HB0107_MARK LOGO: CGS
 HB0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0107+STABILITY: SURFACE MOTION
 HB0107
 HB0107  HISTORY     - Date     Condition        Report By
 HB0107  HISTORY     - 1954     MONUMENTED       CGS
 HB0107
 HB0107                          STATION DESCRIPTION
 HB0107
 HB0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0107'12.2 MI S FROM PRAIRIE.
 HB0107'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0107'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST, ABOUT 1.4 MILES
 HB0107'SOUTH AND SOUTHWEST, ABOUT 1.5 MILES WEST AND SOUTH, ABOUT 0.95
 HB0107'MILE WEST, ABOUT 1.5 MILES SOUTH, ABOUT 0.95 MILE EAST, ABOUT 0.6
 HB0107'MILE SOUTH, ABOUT 0.7 MILE SOUTHWEST AND ABOUT 1.0 MILE EAST
 HB0107'ALONG GRAVEL ROADS, AT THE T JUNCTION OF A NORTH-SOUTH ROAD, 29
 HB0107'FEET NORTH OF CENTER LINE OF ROAD WEST, 37 FEET WEST OF CENTER
 HB0107'LINE OF NORTH-SOUTH ROAD, 52 FEET WEST AND ACROSS NORTH-SOUTH ROAD
 HB0107'FROM POWER POLE NO. 38351, 47 FEET NORTHWEST OF CENTER OF JUNCTION,
 HB0107'10 1/2 FEET NORTHEAST OF POWER LINE GUY POLE NO. 38351 S, 1 1/2 FEET
 HB0107'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD WEST AND
 HB0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1203 ***********************************************************************
 JA1203  DESIGNATION -  L 284
 JA1203  PID         -  JA1203
 JA1203  STATE/COUNTY-  IN/POSEY
 JA1203  COUNTRY     -  US
 JA1203  USGS QUAD   -  NEW HARMONY (2019)
 JA1203
 JA1203                         *CURRENT SURVEY CONTROL
 JA1203  ______________________________________________________________________
 JA1203* NAD 83(1986) POSITION- 38 12 21.     (N) 087 57 55.     (W)   SCALED
 JA1203* NAVD 88 ORTHO HEIGHT -   114.549 (meters)      375.82  (feet) ADJUSTED
 JA1203  ______________________________________________________________________
 JA1203  GEOID HEIGHT    -        -30.880 (meters)                     GEOID18
 JA1203  DYNAMIC HEIGHT  -        114.474 (meters)      375.57  (feet) COMP
 JA1203  MODELED GRAVITY -    979,967.3   (mgal)                       NAVD 88
 JA1203
 JA1203  VERT ORDER      -  FIRST     CLASS II
 JA1203
 JA1203.The horizontal coordinates were scaled from a map and have
 JA1203.an estimated accuracy of +/- 6 seconds.
 JA1203
 JA1203.The orthometric height was determined by differential leveling and
 JA1203.adjusted by the NATIONAL GEODETIC SURVEY
 JA1203.in June 1991.
 JA1203
 JA1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1203.GEOID18 height accuracy estimate available here.
 JA1203
 JA1203.Click photographs - Photos may exist for this station.
 JA1203
 JA1203.The dynamic height is computed by dividing the NAVD 88
 JA1203.geopotential number by the normal gravity value computed on the
 JA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1203.degrees latitude (g = 980.6199 gals.).
 JA1203
 JA1203.The modeled gravity was interpolated from observed gravity values.
 JA1203
 JA1203;                    North         East    Units  Estimated Accuracy
 JA1203;SPC IN W     -   328,710.      822,760.      MT  (+/- 180 meters Scaled)
 JA1203
 JA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH154290(NAD 83)
 JA1203
 JA1203                          SUPERSEDED SURVEY CONTROL
 JA1203
 JA1203  NGVD 29 (??/??/92)  114.677  (m)          376.24   (f) ADJ UNCH    1 2
 JA1203
 JA1203.Superseded values are not recommended for survey control.
 JA1203
 JA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1203.See file dsdata.pdf to determine how the superseded data were derived.
 JA1203
 JA1203_MARKER: DB = BENCH MARK DISK
 JA1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1203_SP_SET: BRIDGE
 JA1203_STAMPING: L 284 1954
 JA1203_MARK LOGO: CGS
 JA1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1203
 JA1203  HISTORY     - Date     Condition        Report By
 JA1203  HISTORY     - 1954     MONUMENTED       CGS
 JA1203
 JA1203                          STATION DESCRIPTION
 JA1203
 JA1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1203'9.4 MI N FROM NEW HARMONY.
 JA1203'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE NEW HARMONY
 JA1203'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1203'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1203'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1203'GRAVEL ROAD, THENCE ABOUT 1.85 MILE WEST AND NORTHWEST ALONG A
 JA1203'FARM ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD,
 JA1203'THENCE ABOUT 0.65 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JA1203'0.35 MILE NORTH ALONG A GRAVEL ROAD, IN THE TOP OF THE NORTHEAST
 JA1203'WING WALL OF THE NORTH CONCRETE ABUTMENT OF THE NORTH ONE OF
 JA1203'THREE BRIDGES, 11 1/2 FEET EAST OF CENTER LINE OF ROAD, 3.8 FEET
 JA1203'NORTHEAST OF NORTHEAST CORNER OF STEEL SPAN OF BRIDGE AND ABOUT
 JA1203'LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1330 ***********************************************************************
 JA1330  DESIGNATION -  L 285
 JA1330  PID         -  JA1330
 JA1330  STATE/COUNTY-  IN/KNOX
 JA1330  COUNTRY     -  US
 JA1330  USGS QUAD   -  VINCENNES (2019)
 JA1330
 JA1330                         *CURRENT SURVEY CONTROL
 JA1330  ______________________________________________________________________
 JA1330* NAD 83(1986) POSITION- 38 40 49.1    (N) 087 32 03.4    (W)   HD_HELD2
 JA1330* NAVD 88 ORTHO HEIGHT -   135.849 (meters)      445.70  (feet) ADJUSTED
 JA1330  ______________________________________________________________________
 JA1330  GEOID HEIGHT    -        -31.766 (meters)                     GEOID18
 JA1330  DYNAMIC HEIGHT  -        135.766 (meters)      445.43  (feet) COMP
 JA1330  MODELED GRAVITY -    980,010.8   (mgal)                       NAVD 88
 JA1330
 JA1330  VERT ORDER      -  FIRST     CLASS II
 JA1330
 JA1330.The horizontal coordinates were established by autonomous hand held GPS
 JA1330.observations and have an estimated accuracy of +/- 10 meters.
 JA1330
 JA1330.The orthometric height was determined by differential leveling and
 JA1330.adjusted by the NATIONAL GEODETIC SURVEY
 JA1330.in June 1991.
 JA1330
 JA1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1330.GEOID18 height accuracy estimate available here.
 JA1330
 JA1330.Click photographs - Photos may exist for this station.
 JA1330
 JA1330.The dynamic height is computed by dividing the NAVD 88
 JA1330.geopotential number by the normal gravity value computed on the
 JA1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1330.degrees latitude (g = 980.6199 gals.).
 JA1330
 JA1330.The modeled gravity was interpolated from observed gravity values.
 JA1330
 JA1330;                    North         East    Units  Estimated Accuracy
 JA1330;SPC IN W     -   381,104.      860,762.      MT  (+/- 10 meters HH2 GPS)
 JA1330
 JA1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5352881436(NAD 83)
 JA1330
 JA1330                          SUPERSEDED SURVEY CONTROL
 JA1330
 JA1330  NGVD 29 (??/??/92)  135.982  (m)          446.13   (f) ADJ UNCH    1 2
 JA1330
 JA1330.Superseded values are not recommended for survey control.
 JA1330
 JA1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1330.See file dsdata.pdf to determine how the superseded data were derived.
 JA1330
 JA1330_MARKER: DB = BENCH MARK DISK
 JA1330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1330_SP_SET: PIER
 JA1330_STAMPING: L 285 1954
 JA1330_MARK LOGO: CGS
 JA1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1330+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 JA1330
 JA1330  HISTORY     - Date     Condition        Report By
 JA1330  HISTORY     - 1954     MONUMENTED       CGS
 JA1330  HISTORY     - 1965     GOOD             CGS
 JA1330  HISTORY     - 1981     GOOD             USACE
 JA1330  HISTORY     - 1986     GOOD             NGS
 JA1330  HISTORY     - 20080930 GOOD             GEOCAC
 JA1330  HISTORY     - 20130712 GOOD             PATRIC
 JA1330
 JA1330                          STATION DESCRIPTION
 JA1330
 JA1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1330'AT VINCENNES.
 JA1330'AT VINCENNES, AT U.S. HIGHWAY 50 BRIDGE OVER WABASH RIVER, SET
 JA1330'VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHWEST ORNAMENTAL
 JA1330'GRANITE POST AT THE SOUTHEAST END OF BRIDGE, 19 FEET SOUTHWEST OF
 JA1330'CENTER LINE OF HIGHWAY, ABOUT 2 FEET ABOVE LEVEL OF SIDE WALK
 JA1330'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 JA1330
 JA1330                          STATION RECOVERY (1965)
 JA1330
 JA1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1330'RECOVERED IN GOOD CONDITION.
 JA1330
 JA1330                          STATION RECOVERY (1981)
 JA1330
 JA1330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1981
 JA1330'RECOVERED IN GOOD CONDITION.
 JA1330
 JA1330                          STATION RECOVERY (1986)
 JA1330
 JA1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1330'RECOVERED IN GOOD CONDITION.
 JA1330
 JA1330                          STATION RECOVERY (2008)
 JA1330
 JA1330'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1330'US HWY 50 HAS BEEN REROUTED, AND ST RT 441 NOW CROSSES THE BRIDGE.
 JA1330
 JA1330                          STATION RECOVERY (2013)
 JA1330
 JA1330'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2013 (SAL)
 JA1330'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1140 ***********************************************************************
 ME1140  DESIGNATION -  L 286
 ME1140  PID         -  ME1140
 ME1140  STATE/COUNTY-  IN/LAKE
 ME1140  COUNTRY     -  US
 ME1140  USGS QUAD   -  LOWELL (2019)
 ME1140
 ME1140                         *CURRENT SURVEY CONTROL
 ME1140  ______________________________________________________________________
 ME1140* NAD 83(1986) POSITION- 41 15 25.     (N) 087 27 11.     (W)   SCALED
 ME1140* NAVD 88 ORTHO HEIGHT -   205.442 (meters)      674.02  (feet) ADJUSTED
 ME1140  ______________________________________________________________________
 ME1140  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 ME1140  DYNAMIC HEIGHT  -        205.356 (meters)      673.74  (feet) COMP
 ME1140  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 ME1140
 ME1140  VERT ORDER      -  SECOND    CLASS 0
 ME1140
 ME1140.The horizontal coordinates were scaled from a map and have
 ME1140.an estimated accuracy of +/- 6 seconds.
 ME1140
 ME1140.The orthometric height was determined by differential leveling and
 ME1140.adjusted by the NATIONAL GEODETIC SURVEY
 ME1140.in June 1991.
 ME1140
 ME1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1140.GEOID18 height accuracy estimate available here.
 ME1140
 ME1140.Click photographs - Photos may exist for this station.
 ME1140
 ME1140.The dynamic height is computed by dividing the NAVD 88
 ME1140.geopotential number by the normal gravity value computed on the
 ME1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1140.degrees latitude (g = 980.6199 gals.).
 ME1140
 ME1140.The modeled gravity was interpolated from observed gravity values.
 ME1140
 ME1140;                    North         East    Units  Estimated Accuracy
 ME1140;SPC IN W     -   667,160.      869,020.      MT  (+/- 180 meters Scaled)
 ME1140
 ME1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620673(NAD 83)
 ME1140
 ME1140                          SUPERSEDED SURVEY CONTROL
 ME1140
 ME1140  NGVD 29 (??/??/92)  205.527  (m)          674.30   (f) ADJ UNCH    2 0
 ME1140
 ME1140.Superseded values are not recommended for survey control.
 ME1140
 ME1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1140.See file dsdata.pdf to determine how the superseded data were derived.
 ME1140
 ME1140_MARKER: DB = BENCH MARK DISK
 ME1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1140_STAMPING: L 286 1954
 ME1140_MARK LOGO: CGS
 ME1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1140+STABILITY: SURFACE MOTION
 ME1140
 ME1140  HISTORY     - Date     Condition        Report By
 ME1140  HISTORY     - 1954     MONUMENTED       CGS
 ME1140  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1140
 ME1140                          STATION DESCRIPTION
 ME1140
 ME1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1140'AT BELSHAW.
 ME1140'AT BELSHAW, ABOUT 102 YARDS NORTH ALONG THE NEW YORK CENTRAL
 ME1140'RAILROAD FROM THE CROSSING OF EAST-WEST BLACK TOP ROAD, 40 FEET
 ME1140'EAST OF EAST RAIL OF EAST MAIN TRACK, 45 FEET SOUTHEAST OF A
 ME1140'SWITCH STAND AT NORTH END OF A SIDE TRACK TO A LUMBER YARD,
 ME1140'152 1/2 FEET SOUTHEAST AND ACROSS TRACKS FROM STATION STAKE NO.
 ME1140'1475, ACROSS TRACKS FROM ELEVATOR AND IN LINE WITH EXTENDED SOUTH
 ME1140'FACE OF BUILDING, 1 FOOT WEST OF A FENCE LINE, 43 FEET NORTH OF
 ME1140'A FENCE CORNER, 39 FEET EAST OF EAST RAIL OF SIDE TRACK TO
 ME1140'LUMBER YARD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 ME1140'1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 ME1140'POST PROJECTING 3 INCHES.
 ME1140
 ME1140                          STATION RECOVERY (1990)
 ME1140
 ME1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1458 ***********************************************************************
 LB1458  DESIGNATION -  L 29
 LB1458  PID         -  LB1458
 LB1458  STATE/COUNTY-  IN/NEWTON
 LB1458  COUNTRY     -  US
 LB1458  USGS QUAD   -  KENTLAND (2019)
 LB1458
 LB1458                         *CURRENT SURVEY CONTROL
 LB1458  ______________________________________________________________________
 LB1458* NAD 83(1986) POSITION- 40 46 02.     (N) 087 25 16.     (W)   SCALED
 LB1458* NAVD 88 ORTHO HEIGHT -   209.442 (meters)      687.14  (feet) ADJUSTED
 LB1458  ______________________________________________________________________
 LB1458  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 LB1458  DYNAMIC HEIGHT  -        209.347 (meters)      686.83  (feet) COMP
 LB1458  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 LB1458
 LB1458  VERT ORDER      -  SECOND    CLASS 0
 LB1458
 LB1458.The horizontal coordinates were scaled from a map and have
 LB1458.an estimated accuracy of +/- 6 seconds.
 LB1458
 LB1458.The orthometric height was determined by differential leveling and
 LB1458.adjusted by the NATIONAL GEODETIC SURVEY
 LB1458.in June 1991.
 LB1458
 LB1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1458.GEOID18 height accuracy estimate available here.
 LB1458
 LB1458.Click photographs - Photos may exist for this station.
 LB1458
 LB1458.The dynamic height is computed by dividing the NAVD 88
 LB1458.geopotential number by the normal gravity value computed on the
 LB1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1458.degrees latitude (g = 980.6199 gals.).
 LB1458
 LB1458.The modeled gravity was interpolated from observed gravity values.
 LB1458
 LB1458;                    North         East    Units  Estimated Accuracy
 LB1458;SPC IN W     -   612,760.      871,480.      MT  (+/- 180 meters Scaled)
 LB1458
 LB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL644130(NAD 83)
 LB1458
 LB1458                          SUPERSEDED SURVEY CONTROL
 LB1458
 LB1458  NGVD 29 (??/??/92)  209.504  (m)          687.35   (f) ADJ UNCH    2 0
 LB1458
 LB1458.Superseded values are not recommended for survey control.
 LB1458
 LB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1458.See file dsdata.pdf to determine how the superseded data were derived.
 LB1458
 LB1458_MARKER: DB = BENCH MARK DISK
 LB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1458_STAMPING: L 29 1934
 LB1458_MARK LOGO: CGS
 LB1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1458+STABILITY: SURFACE MOTION
 LB1458
 LB1458  HISTORY     - Date     Condition        Report By
 LB1458  HISTORY     - 1934     MONUMENTED       CGS
 LB1458  HISTORY     - 1946     GOOD             CGS
 LB1458  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LB1458  HISTORY     - 20180318 MARK NOT FOUND   INDOT
 LB1458
 LB1458                          STATION DESCRIPTION
 LB1458
 LB1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1458'1.3 MI E FROM KENTLAND.
 LB1458'1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1458'AT KENTLAND, NEWTON COUNTY, 0.2 MILE EAST OF MILEPOST 56, 9
 LB1458'RAILS WEST OF A GRAVEL-ROAD CROSSING, 30.6 FEET SOUTH OF THE
 LB1458'SOUTH RAIL OF THE TRACK, 18.8 FEET NORTH OF A RIGHT-OF-WAY
 LB1458'MARKER, 8.4 FEET WEST OF A POLE, AND 3 FEET HIGHER THAN THE
 LB1458'TRACK.  A STANDARD DISK, STAMPED L 29 1934 AND SET IN THE TOP
 LB1458'OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 LB1458
 LB1458                          STATION RECOVERY (1984)
 LB1458
 LB1458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LB1458'MARK NOT FOUND.
 LB1458
 LB1458                          STATION RECOVERY (2018)
 LB1458
 LB1458'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1458'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1299 ***********************************************************************
 JA1299  DESIGNATION -  L 292
 JA1299  PID         -  JA1299
 JA1299  STATE/COUNTY-  IN/KNOX
 JA1299  COUNTRY     -  US
 JA1299  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1299
 JA1299                         *CURRENT SURVEY CONTROL
 JA1299  ______________________________________________________________________
 JA1299* NAD 83(1986) POSITION- 38 52 29.     (N) 087 30 59.     (W)   SCALED
 JA1299* NAVD 88 ORTHO HEIGHT -   128.734 (meters)      422.35  (feet) ADJUSTED
 JA1299  ______________________________________________________________________
 JA1299  GEOID HEIGHT    -        -31.946 (meters)                     GEOID18
 JA1299  DYNAMIC HEIGHT  -        128.656 (meters)      422.10  (feet) COMP
 JA1299  MODELED GRAVITY -    980,024.8   (mgal)                       NAVD 88
 JA1299
 JA1299  VERT ORDER      -  FIRST     CLASS II
 JA1299
 JA1299.The horizontal coordinates were scaled from a map and have
 JA1299.an estimated accuracy of +/- 6 seconds.
 JA1299
 JA1299.The orthometric height was determined by differential leveling and
 JA1299.adjusted by the NATIONAL GEODETIC SURVEY
 JA1299.in June 1991.
 JA1299
 JA1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1299.GEOID18 height accuracy estimate available here.
 JA1299
 JA1299.Click photographs - Photos may exist for this station.
 JA1299
 JA1299.The dynamic height is computed by dividing the NAVD 88
 JA1299.geopotential number by the normal gravity value computed on the
 JA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1299.degrees latitude (g = 980.6199 gals.).
 JA1299
 JA1299.The modeled gravity was interpolated from observed gravity values.
 JA1299
 JA1299;                    North         East    Units  Estimated Accuracy
 JA1299;SPC IN W     -   402,680.      862,420.      MT  (+/- 180 meters Scaled)
 JA1299
 JA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ552030(NAD 83)
 JA1299
 JA1299                          SUPERSEDED SURVEY CONTROL
 JA1299
 JA1299  NGVD 29 (??/??/92)  128.865  (m)          422.78   (f) ADJ UNCH    1 2
 JA1299
 JA1299.Superseded values are not recommended for survey control.
 JA1299
 JA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1299.See file dsdata.pdf to determine how the superseded data were derived.
 JA1299
 JA1299_MARKER: DB = BENCH MARK DISK
 JA1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1299_SP_SET: BRIDGE
 JA1299_STAMPING: L 292 1956
 JA1299_MARK LOGO: CGS
 JA1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1299
 JA1299  HISTORY     - Date     Condition        Report By
 JA1299  HISTORY     - 1956     MONUMENTED       CGS
 JA1299
 JA1299                          STATION DESCRIPTION
 JA1299
 JA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1299'6.2 MI W FROM OAKTOWN.
 JA1299'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1299'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1299'TOP ROAD, THENCE ABOUT 1.9 MILES WEST AND NORTH ALONG A GRAVEL
 JA1299'ROAD, THENCE ABOUT 0.4 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.4
 JA1299'MILE WEST OF A POINT WHERE THE ROAD CROSSES A LEVEE, IN SECTION
 JA1299'15, T.5 N., R.10 W., IN THE TOP OF THE SOUTH END OF THE EAST
 JA1299'CONCRETE ABUTMENT OF BRIDGE OVER BUSSERON CREEK, 10 1/4 FEET
 JA1299'SOUTH OF CENTER LINE OF ROAD, 1/2 FOOT SOUTH OF SOUTH FACE OF
 JA1299'EAST END OF EAST STEEL SPAN OF BRIDGE, 1 FOOT WEST OF WEST FACE
 JA1299'OF BACK WALL OF ABUTMENT, ABOUT 1 FOOT BELOW LEVEL OF BRIDGE
 JA1299'FLOOR.  NOTE-- MARK MAY BE COVERED WITH DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1129 ***********************************************************************
 KA1129  DESIGNATION -  L 293
 KA1129  PID         -  KA1129
 KA1129  STATE/COUNTY-  IN/VIGO
 KA1129  COUNTRY     -  US
 KA1129  USGS QUAD   -  PIMENTO (2019)
 KA1129
 KA1129                         *CURRENT SURVEY CONTROL
 KA1129  ______________________________________________________________________
 KA1129* NAD 83(1986) POSITION- 39 22 06.90   (N) 087 29 41.21   (W)   HD_HELD1
 KA1129* NAVD 88 ORTHO HEIGHT -   141.194 (meters)      463.23  (feet) ADJUSTED
 KA1129  ______________________________________________________________________
 KA1129  GEOID HEIGHT    -        -32.499 (meters)                     GEOID18
 KA1129  DYNAMIC HEIGHT  -        141.114 (meters)      462.97  (feet) COMP
 KA1129  MODELED GRAVITY -    980,054.7   (mgal)                       NAVD 88
 KA1129
 KA1129  VERT ORDER      -  FIRST     CLASS II
 KA1129
 KA1129.The horizontal coordinates were determined by differentially corrected
 KA1129.hand held GPS observations or other comparable positioning techniques
 KA1129.and have an estimated accuracy of +/- 3 meters.
 KA1129
 KA1129.The orthometric height was determined by differential leveling and
 KA1129.adjusted by the NATIONAL GEODETIC SURVEY
 KA1129.in June 1991.
 KA1129
 KA1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1129.GEOID18 height accuracy estimate available here.
 KA1129
 KA1129.Click photographs - Photos may exist for this station.
 KA1129
 KA1129.The dynamic height is computed by dividing the NAVD 88
 KA1129.geopotential number by the normal gravity value computed on the
 KA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1129.degrees latitude (g = 980.6199 gals.).
 KA1129
 KA1129.The modeled gravity was interpolated from observed gravity values.
 KA1129
 KA1129;                    North         East    Units  Estimated Accuracy
 KA1129;SPC IN W     -   457,495.4     864,544.6     MT  (+/- 3 meters HH1 GPS) 
 KA1129
 KA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5737957796(NAD 83)
 KA1129
 KA1129                          SUPERSEDED SURVEY CONTROL
 KA1129
 KA1129  NGVD 29 (??/??/92)  141.300  (m)          463.58   (f) ADJ UNCH    1 2
 KA1129
 KA1129.Superseded values are not recommended for survey control.
 KA1129
 KA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1129.See file dsdata.pdf to determine how the superseded data were derived.
 KA1129
 KA1129_MARKER: DB = BENCH MARK DISK
 KA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1129_STAMPING: L 293 1956
 KA1129_MARK LOGO: CGS
 KA1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1129+STABILITY: SURFACE MOTION
 KA1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1129+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 KA1129
 KA1129  HISTORY     - Date     Condition        Report By
 KA1129  HISTORY     - 1956     MONUMENTED       CGS
 KA1129  HISTORY     - 1969     GOOD             LOCENG
 KA1129  HISTORY     - 19900609 MARK NOT FOUND   USPSQD
 KA1129  HISTORY     - 20100929 GOOD             PB
 KA1129
 KA1129                          STATION DESCRIPTION
 KA1129
 KA1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1129'1 MI W FROM PRAIRIETON.
 KA1129'ABOUT 1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 KA1129'CHURCH AND JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, ABOUT
 KA1129'0.15 MILE EAST OF JUNCTION OF A ROAD NORTH, IN SECTION 26,
 KA1129'T.11 N., R.10 W., ON A GRADE DECENDING EAST, 18 FEET NORTH OF
 KA1129'CENTER LINE OF ROAD, 15 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 KA1129'SOUTHEAST OF A FENCE CORNER, 2 1/2 FEET EAST OF A WHITE WOODEN
 KA1129'WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 KA1129'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KA1129
 KA1129                          STATION RECOVERY (1969)
 KA1129
 KA1129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 KA1129'RECOVERED IN GOOD CONDITION.
 KA1129
 KA1129                          STATION RECOVERY (1990)
 KA1129
 KA1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1129'MARK NOT FOUND.
 KA1129
 KA1129                          STATION RECOVERY (2010)
 KA1129
 KA1129'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1129'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1260 ***********************************************************************
 KA1260  DESIGNATION -  L 294
 KA1260  PID         -  KA1260
 KA1260  STATE/COUNTY-  IN/VIGO
 KA1260  COUNTRY     -  US
 KA1260  USGS QUAD   -  DENNISON (2018)
 KA1260
 KA1260                         *CURRENT SURVEY CONTROL
 KA1260  ______________________________________________________________________
 KA1260* NAD 83(1986) POSITION- 39 28 10.     (N) 087 31 53.     (W)   SCALED
 KA1260* NAVD 88 ORTHO HEIGHT -   165.546 (meters)      543.13  (feet) ADJUSTED
 KA1260  ______________________________________________________________________
 KA1260  GEOID HEIGHT    -        -32.488 (meters)                     GEOID18
 KA1260  DYNAMIC HEIGHT  -        165.453 (meters)      542.82  (feet) COMP
 KA1260  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 KA1260
 KA1260  VERT ORDER      -  FIRST     CLASS II
 KA1260
 KA1260.The horizontal coordinates were scaled from a map and have
 KA1260.an estimated accuracy of +/- 6 seconds.
 KA1260
 KA1260.The orthometric height was determined by differential leveling and
 KA1260.adjusted by the NATIONAL GEODETIC SURVEY
 KA1260.in June 1991.
 KA1260
 KA1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1260.GEOID18 height accuracy estimate available here.
 KA1260
 KA1260.Click photographs - Photos may exist for this station.
 KA1260
 KA1260.The dynamic height is computed by dividing the NAVD 88
 KA1260.geopotential number by the normal gravity value computed on the
 KA1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1260.degrees latitude (g = 980.6199 gals.).
 KA1260
 KA1260.The modeled gravity was interpolated from observed gravity values.
 KA1260
 KA1260;                    North         East    Units  Estimated Accuracy
 KA1260;SPC IN W     -   468,710.      861,450.      MT  (+/- 180 meters Scaled)
 KA1260
 KA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ542690(NAD 83)
 KA1260
 KA1260                          SUPERSEDED SURVEY CONTROL
 KA1260
 KA1260  NGVD 29 (??/??/92)  165.647  (m)          543.46   (f) ADJ UNCH    1 2
 KA1260
 KA1260.Superseded values are not recommended for survey control.
 KA1260
 KA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1260.See file dsdata.pdf to determine how the superseded data were derived.
 KA1260
 KA1260_MARKER: DB = BENCH MARK DISK
 KA1260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1260_STAMPING: L 294 1956
 KA1260_MARK LOGO: CGS
 KA1260_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1260
 KA1260  HISTORY     - Date     Condition        Report By
 KA1260  HISTORY     - 1956     MONUMENTED       CGS
 KA1260  HISTORY     - 1959     GOOD             CGS
 KA1260
 KA1260                          STATION DESCRIPTION
 KA1260
 KA1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1260'4.8 MI W FROM WEST TERRE HAUTE.
 KA1260'4.85 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA1260'AT WEST TERRE HAUTE, AT THE CROSSING OF THE ILLINOIS-INDIANA
 KA1260'STATE LINE, IN SECTION 21, T. 12 N., R. 10 W., 93 FEET NORTH OF
 KA1260'THE NORTH RAIL, 113 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 KA1260'OF THE TRACK AND THE STATE LINE ROAD, 55 FEET EAST OF THE CENTER
 KA1260'LINE OF THE STATE LINE ROAD, 13 FEET EAST OF A 48 INCH OAK TREE,
 KA1260'8 FEET WEST OF A 12-INCH HICKORY TREE, 1 FOOT WEST OF A WHITE
 KA1260'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 KA1260'AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING 1 1/2
 KA1260'INCHES AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES,
 KA1260'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 17 FEET.  NOTE-- THE
 KA1260'MARK IS ABOUT 0.65 MILE EAST ALONG THE PENNSYLVANIA RAILROAD
 KA1260'FROM THE JUNCTION OF BRANCH LINE OF THE PENNSYLVANIA RAILROAD
 KA1260'WHICH LEADS NORTHWEST THRU PARIS AT FARRINGTON, CLARK COUNTY,
 KA1260'ILLINOIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0292 ***********************************************************************
 ME0292  DESIGNATION -  L 298
 ME0292  PID         -  ME0292
 ME0292  STATE/COUNTY-  IN/MARSHALL
 ME0292  COUNTRY     -  US
 ME0292  USGS QUAD   -  DONALDSON (2019)
 ME0292
 ME0292                         *CURRENT SURVEY CONTROL
 ME0292  ______________________________________________________________________
 ME0292* NAD 83(1986) POSITION- 41 21 49.     (N) 086 27 48.     (W)   SCALED
 ME0292* NAVD 88 ORTHO HEIGHT -   227.279 (meters)      745.66  (feet) ADJUSTED
 ME0292  ______________________________________________________________________
 ME0292  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME0292  DYNAMIC HEIGHT  -        227.186 (meters)      745.36  (feet) COMP
 ME0292  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 ME0292
 ME0292  VERT ORDER      -  FIRST     CLASS I
 ME0292
 ME0292.The horizontal coordinates were scaled from a map and have
 ME0292.an estimated accuracy of +/- 6 seconds.
 ME0292
 ME0292.The orthometric height was determined by differential leveling and
 ME0292.adjusted by the NATIONAL GEODETIC SURVEY
 ME0292.in April 1995.
 ME0292
 ME0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0292.GEOID18 height accuracy estimate available here.
 ME0292
 ME0292.Click photographs - Photos may exist for this station.
 ME0292
 ME0292.The dynamic height is computed by dividing the NAVD 88
 ME0292.geopotential number by the normal gravity value computed on the
 ME0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0292.degrees latitude (g = 980.6199 gals.).
 ME0292
 ME0292.The modeled gravity was interpolated from observed gravity values.
 ME0292
 ME0292;                    North         East    Units  Estimated Accuracy
 ME0292;SPC IN E     -   679,250.       33,340.      MT  (+/- 180 meters Scaled)
 ME0292
 ME0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL448792(NAD 83)
 ME0292
 ME0292                          SUPERSEDED SURVEY CONTROL
 ME0292
 ME0292  NAVD 88 (06/15/91)  227.274  (m)          745.65   (f) SUPERSEDED  1 1
 ME0292  NGVD 29 (01/19/93)  227.389  (m)          746.03   (f) ADJUSTED    1 1
 ME0292  NGVD 29 (??/??/92)  227.389  (m)          746.03   (f) SUPERSEDED  1 1
 ME0292
 ME0292.Superseded values are not recommended for survey control.
 ME0292
 ME0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0292.See file dsdata.pdf to determine how the superseded data were derived.
 ME0292
 ME0292_MARKER: DD = SURVEY DISK
 ME0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0292_STAMPING: L 298 MAR
 ME0292_MARK LOGO: INHD
 ME0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0292+STABILITY: SURFACE MOTION
 ME0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0292+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0292
 ME0292  HISTORY     - Date     Condition        Report By
 ME0292  HISTORY     - UNK      MONUMENTED       INHD
 ME0292  HISTORY     - 1968     GOOD             CGS
 ME0292  HISTORY     - 1984     GOOD             USPSQD
 ME0292  HISTORY     - 1988     GOOD             USPSQD
 ME0292  HISTORY     - 19920907 GOOD             NGS
 ME0292
 ME0292                          STATION DESCRIPTION
 ME0292
 ME0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0292'1 MI W FROM DONALDSON.
 ME0292'ABOUT 1.0 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0292'CROSSING OF UNION ROAD AT DONALDSON, IN SECTION 30, R 1 E,
 ME0292'T 34 N, ALONG THE NEW 4-LANED U.S. HIGHWAY 30, ABOUT 0.1 MILE
 ME0292'WEST OF THE JUNCTION OF THE NEW AND OLD HIGHWAY, ABOUT 0.1 MILE
 ME0292'EAST OF THE STARKE-MARSHALL COUNTY LINE, ABOUT 50 YARDS NORTH OF
 ME0292'THE TRACKS, 64 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 ME0292'LANE OF THE HIGHWAY, 14 1/2 FEET NORTH OF A 36-INCH OAK TREE
 ME0292'(THE WEST ONE OF 5 LARGE OAK TREES), ABOUT LEVEL WITH THE
 ME0292'HIGHWAY, 40 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 ME0292'TOP OF A CONCRETE POST PROJECTING 14 INCHES ABOVE THE LEVEL
 ME0292'OF THE GROUND.
 ME0292
 ME0292                          STATION RECOVERY (1984)
 ME0292
 ME0292'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0292'RECOVERED IN GOOD CONDITION.
 ME0292
 ME0292                          STATION RECOVERY (1988)
 ME0292
 ME0292'RECOVERY NOTE BY US POWER SQUADRON 1988 (WPC)
 ME0292'RECOVERED IN GOOD CONDITION.
 ME0292
 ME0292                          STATION RECOVERY (1992)
 ME0292
 ME0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0292'13.4 KM (8.30 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0292'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, 1.6 KM (1.00 MI) WEST OF
 ME0292'THE INTERSECTION OF NORTH UNION ROAD, 48.0 M (157.5 FT) NORTH OF THE
 ME0292'NEAR RAIL, 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 ME0292'LANES OF THE HIGHWAY, 4.4 M (14.4 FT) NORTH OF THE MOST WESTERLY OF 4
 ME0292'OAK TREES, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 ME0292'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0654 ***********************************************************************
 KA0654  DESIGNATION -  L 3 RESET
 KA0654  PID         -  KA0654
 KA0654  STATE/COUNTY-  IN/PUTNAM
 KA0654  COUNTRY     -  US
 KA0654  USGS QUAD   -  CLINTON FALLS (2019)
 KA0654
 KA0654                         *CURRENT SURVEY CONTROL
 KA0654  ______________________________________________________________________
 KA0654* NAD 83(1986) POSITION- 39 38 59.     (N) 086 52 58.     (W)   SCALED
 KA0654* NAVD 88 ORTHO HEIGHT -   220.690 (meters)      724.05  (feet) ADJUSTED
 KA0654  ______________________________________________________________________
 KA0654  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 KA0654  DYNAMIC HEIGHT  -        220.566 (meters)      723.64  (feet) COMP
 KA0654  MODELED GRAVITY -    980,057.3   (mgal)                       NAVD 88
 KA0654
 KA0654  VERT ORDER      -  FIRST     CLASS II
 KA0654
 KA0654.The horizontal coordinates were scaled from a map and have
 KA0654.an estimated accuracy of +/- 6 seconds.
 KA0654
 KA0654.The orthometric height was determined by differential leveling and
 KA0654.adjusted by the NATIONAL GEODETIC SURVEY
 KA0654.in June 1991.
 KA0654
 KA0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0654.GEOID18 height accuracy estimate available here.
 KA0654
 KA0654.Click photographs - Photos may exist for this station.
 KA0654
 KA0654.The dynamic height is computed by dividing the NAVD 88
 KA0654.geopotential number by the normal gravity value computed on the
 KA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0654.degrees latitude (g = 980.6199 gals.).
 KA0654
 KA0654.The modeled gravity was interpolated from observed gravity values.
 KA0654
 KA0654;                    North         East    Units  Estimated Accuracy
 KA0654;SPC IN W     -   488,650.      917,210.      MT  (+/- 180 meters Scaled)
 KA0654
 KA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ100888(NAD 83)
 KA0654
 KA0654                          SUPERSEDED SURVEY CONTROL
 KA0654
 KA0654  NGVD 29 (??/??/92)  220.805  (m)          724.42   (f) ADJ UNCH    1 2
 KA0654
 KA0654.Superseded values are not recommended for survey control.
 KA0654
 KA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0654.See file dsdata.pdf to determine how the superseded data were derived.
 KA0654
 KA0654_MARKER: DB = BENCH MARK DISK
 KA0654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0654_SP_SET: HEADWALL
 KA0654_STAMPING: L 3 RESET 1944
 KA0654_MARK LOGO: CGS
 KA0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0654+STABILITY: SURFACE MOTION
 KA0654
 KA0654  HISTORY     - Date     Condition        Report By
 KA0654  HISTORY     - 1944     MONUMENTED       NYCRR
 KA0654  HISTORY     - 1946     GOOD             CGS
 KA0654  HISTORY     - 1985     GOOD             NGS
 KA0654
 KA0654                          STATION DESCRIPTION
 KA0654
 KA0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0654'0.9 MI SW FROM GREENCASTLE.
 KA0654'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.9 MILE SOUTHWEST OF
 KA0654'THE STATION AT GREENCASTLE, AT THE EAST END OF A 3 SPAN CONCRETE
 KA0654'ARCH BRIDGE OVER BIG WALNUT CREEK, 12 FEET WEST OF THE EAST END OF
 KA0654'THE BRIDGE AND SET IN THE TOP OF THE EAST END OF THE SOUTH
 KA0654'PARAPET WALL ABOUT LEVEL WITH THE TRACK AND 10.5 FEET SOUTH OF
 KA0654'THE SOUTH RAIL OF THE EAST BOUND TRACK.  A STANDARD DISK, STAMPED
 KA0654'L 3 RESET 1944.
 KA0654
 KA0654                          STATION RECOVERY (1985)
 KA0654
 KA0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0712 ***********************************************************************
 MD0712  DESIGNATION -  L 305
 MD0712  PID         -  MD0712
 MD0712  STATE/COUNTY-  IN/ALLEN
 MD0712  COUNTRY     -  US
 MD0712  USGS QUAD   -  HUNTERTOWN (2019)
 MD0712
 MD0712                         *CURRENT SURVEY CONTROL
 MD0712  ______________________________________________________________________
 MD0712* NAD 83(1986) POSITION- 41 09 42.     (N) 085 08 49.     (W)   SCALED
 MD0712* NAVD 88 ORTHO HEIGHT -   251.602 (meters)      825.46  (feet) ADJUSTED
 MD0712  ______________________________________________________________________
 MD0712  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 MD0712  DYNAMIC HEIGHT  -        251.504 (meters)      825.14  (feet) COMP
 MD0712  MODELED GRAVITY -    980,227.6   (mgal)                       NAVD 88
 MD0712
 MD0712  VERT ORDER      -  SECOND    CLASS 0
 MD0712
 MD0712.The horizontal coordinates were scaled from a map and have
 MD0712.an estimated accuracy of +/- 6 seconds.
 MD0712
 MD0712.The orthometric height was determined by differential leveling and
 MD0712.adjusted by the NATIONAL GEODETIC SURVEY
 MD0712.in June 1991.
 MD0712
 MD0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0712.GEOID18 height accuracy estimate available here.
 MD0712
 MD0712.Click photographs - Photos may exist for this station.
 MD0712
 MD0712.The dynamic height is computed by dividing the NAVD 88
 MD0712.geopotential number by the normal gravity value computed on the
 MD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0712.degrees latitude (g = 980.6199 gals.).
 MD0712
 MD0712.The modeled gravity was interpolated from observed gravity values.
 MD0712
 MD0712;                    North         East    Units  Estimated Accuracy
 MD0712;SPC IN E     -   656,640.      143,620.      MT  (+/- 180 meters Scaled)
 MD0712
 MD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554583(NAD 83)
 MD0712
 MD0712                          SUPERSEDED SURVEY CONTROL
 MD0712
 MD0712  NGVD 29 (??/??/92)  251.735  (m)          825.90   (f) ADJ UNCH    2 0
 MD0712
 MD0712.Superseded values are not recommended for survey control.
 MD0712
 MD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0712.See file dsdata.pdf to determine how the superseded data were derived.
 MD0712
 MD0712_MARKER: DB = BENCH MARK DISK
 MD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0712_STAMPING: L 305 1963
 MD0712_MARK LOGO: CGS
 MD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0712+STABILITY: SURFACE MOTION
 MD0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0712+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 MD0712
 MD0712  HISTORY     - Date     Condition        Report By
 MD0712  HISTORY     - 1963     MONUMENTED       CGS
 MD0712  HISTORY     - 1968     GOOD             INHD
 MD0712  HISTORY     - 20030430 GOOD             USGS-R
 MD0712  HISTORY     - 20080212 GOOD             FOXCON
 MD0712
 MD0712                          STATION DESCRIPTION
 MD0712
 MD0712'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0712'5.5 MI N FROM FT WAYNE.
 MD0712'5.5 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION AT
 MD0712'FT. WAYNE ALONG THE RAILROAD AT THE CROSSING OF THE WALLEN
 MD0712'ROAD, THE MARK IS ABOUT 0.6 MILE WEST OF U.S. 27 AT WALLEN
 MD0712'ROAD, 100.1 FT. EAST-SOUTHEAST OF A PWP. NO 100/692 79.2 FT.
 MD0712'SOUTHWEST OF THE SOUTHWEST LEG OF POWER LINE TRANSMISSION TOWER,
 MD0712'44.0 FT. EAST OF THE EAST RAIL, 33.8 FT. SOUTH OF THE CENTERLINE
 MD0712'OF WALLEN ROAD, 16.5 FT. SOUTHWEST OF A PWP. NO R-4194, SET IN THE
 MD0712'TOP OF A CONC. POST PROJECTING 10 INCHES ABOVE THE GROUND, 2.4
 MD0712'FT. SOUTH OF A STEEL WITNESS POST.
 MD0712
 MD0712                          STATION RECOVERY (2003)
 MD0712
 MD0712'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 MD0712'THE MARK IS ABOUT 0.6 MI. WEST OF US 27 AT WALLEN ROAD, 100 FEET
 MD0712'EAST-SOUTHEAST OF POWERPOLE NO. 100-692, 79 FT SOUTHWEST OF THE
 MD0712'SOUTHWEST LEG OF A POWER LINE TOWER, 33.8 FT SOUTH OF THE CENTER OF
 MD0712'WALLEN ROAD, SET IN TOP OF CONCRETE POST 10 INCHES BELOW THE GROUND, 1
 MD0712'FOOT NORTH OF A STEEL WITNESS POST.
 MD0712
 MD0712                          STATION RECOVERY (2008)
 MD0712
 MD0712'RECOVERY NOTE BY FOX CONTRACTORS 2008 (DCW)
 MD0712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0476 ***********************************************************************
 JA0476  DESIGNATION -  L 306
 JA0476  PID         -  JA0476
 JA0476  STATE/COUNTY-  IN/HARRISON
 JA0476  COUNTRY     -  US
 JA0476  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0476
 JA0476                         *CURRENT SURVEY CONTROL
 JA0476  ______________________________________________________________________
 JA0476* NAD 83(1986) POSITION- 38 06 06.     (N) 086 16 28.     (W)   SCALED
 JA0476* NAVD 88 ORTHO HEIGHT -   130.945 (meters)      429.61  (feet) ADJUSTED
 JA0476  ______________________________________________________________________
 JA0476  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 JA0476  DYNAMIC HEIGHT  -        130.852 (meters)      429.30  (feet) COMP
 JA0476  MODELED GRAVITY -    979,920.7   (mgal)                       NAVD 88
 JA0476
 JA0476  VERT ORDER      -  FIRST     CLASS II
 JA0476
 JA0476.The horizontal coordinates were scaled from a map and have
 JA0476.an estimated accuracy of +/- 6 seconds.
 JA0476
 JA0476.The orthometric height was determined by differential leveling and
 JA0476.adjusted by the NATIONAL GEODETIC SURVEY
 JA0476.in June 1991.
 JA0476
 JA0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0476.GEOID18 height accuracy estimate available here.
 JA0476
 JA0476.Click photographs - Photos may exist for this station.
 JA0476
 JA0476.The dynamic height is computed by dividing the NAVD 88
 JA0476.geopotential number by the normal gravity value computed on the
 JA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0476.degrees latitude (g = 980.6199 gals.).
 JA0476
 JA0476.The modeled gravity was interpolated from observed gravity values.
 JA0476
 JA0476;                    North         East    Units  Estimated Accuracy
 JA0476;SPC IN E     -   316,950.       46,690.      MT  (+/- 180 meters Scaled)
 JA0476
 JA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH636173(NAD 83)
 JA0476
 JA0476                          SUPERSEDED SURVEY CONTROL
 JA0476
 JA0476  NGVD 29 (??/??/92)  131.051  (m)          429.96   (f) ADJ UNCH    1 2
 JA0476
 JA0476.Superseded values are not recommended for survey control.
 JA0476
 JA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0476.See file dsdata.pdf to determine how the superseded data were derived.
 JA0476
 JA0476_MARKER: DB = BENCH MARK DISK
 JA0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0476_STAMPING: L 306 1964
 JA0476_MARK LOGO: CGS
 JA0476_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0476
 JA0476  HISTORY     - Date     Condition        Report By
 JA0476  HISTORY     - 1964     MONUMENTED       CGS
 JA0476  HISTORY     - 1965     GOOD             CGS
 JA0476
 JA0476                          STATION DESCRIPTION
 JA0476
 JA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0476'AT NEW AMSTERDAM.
 JA0476'AT NEW AMSTERDAM, ABOUT 75 YARDS SOUTH ALONG A BLACK TOP STREET
 JA0476'FROM THE NEW AMSTERDAM EUB CHURCH, 23 FEET WEST OF THE CENTER
 JA0476'LINE OF THE STREET, 213 FEET NORTH OF THE CENTER OF THE JUNCTION
 JA0476'OF A GRAVEL STREET LEADING WEST TO THE RIVER, 1 1/2 FEET SOUTH
 JA0476'OF A TELEPHONE POLE WITH ONE GUY WIRE, 1.6 FEET NORTH OF A METAL
 JA0476'WITNESS POST, ABOUT LEVEL WITH THE STREET AND IS A DISK ON TOP
 JA0476'OF A COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED
 JA0476'BY A 4-INCH TILE PROJECTING 0.2 FOOT.  THE ROD WAS DRIVEN TO
 JA0476'REFUSAL AT A DEPTH OF 64 FEET.  SEC 11 T 5 S R 2 E.
 JA0476
 JA0476                          STATION RECOVERY (1965)
 JA0476
 JA0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0666 ***********************************************************************
 JA0666  DESIGNATION -  L 309
 JA0666  PID         -  JA0666
 JA0666  STATE/COUNTY-  IN/LAWRENCE
 JA0666  COUNTRY     -  US
 JA0666  USGS QUAD   -  HURON (2019)
 JA0666
 JA0666                         *CURRENT SURVEY CONTROL
 JA0666  ______________________________________________________________________
 JA0666* NAD 83(1986) POSITION- 38 43 17.     (N) 086 40 25.     (W)   SCALED
 JA0666* NAVD 88 ORTHO HEIGHT -   169.141 (meters)      554.92  (feet) ADJUSTED
 JA0666  ______________________________________________________________________
 JA0666  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JA0666  DYNAMIC HEIGHT  -        169.032 (meters)      554.57  (feet) COMP
 JA0666  MODELED GRAVITY -    979,979.7   (mgal)                       NAVD 88
 JA0666
 JA0666  VERT ORDER      -  FIRST     CLASS II
 JA0666
 JA0666.The horizontal coordinates were scaled from a map and have
 JA0666.an estimated accuracy of +/- 6 seconds.
 JA0666
 JA0666.The orthometric height was determined by differential leveling and
 JA0666.adjusted by the NATIONAL GEODETIC SURVEY
 JA0666.in June 1991.
 JA0666
 JA0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0666.GEOID18 height accuracy estimate available here.
 JA0666
 JA0666.Click photographs - Photos may exist for this station.
 JA0666
 JA0666.The dynamic height is computed by dividing the NAVD 88
 JA0666.geopotential number by the normal gravity value computed on the
 JA0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0666.degrees latitude (g = 980.6199 gals.).
 JA0666
 JA0666.The modeled gravity was interpolated from observed gravity values.
 JA0666
 JA0666;                    North         East    Units  Estimated Accuracy
 JA0666;SPC IN W     -   385,650.      935,630.      MT  (+/- 180 meters Scaled)
 JA0666
 JA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH283859(NAD 83)
 JA0666
 JA0666                          SUPERSEDED SURVEY CONTROL
 JA0666
 JA0666  NGVD 29 (??/??/92)  169.265  (m)          555.33   (f) ADJ UNCH    1 2
 JA0666
 JA0666.Superseded values are not recommended for survey control.
 JA0666
 JA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0666.See file dsdata.pdf to determine how the superseded data were derived.
 JA0666
 JA0666_MARKER: DB = BENCH MARK DISK
 JA0666_SETTING: 66 = SET IN ROCK OUTCROP
 JA0666_STAMPING: L 309 1965
 JA0666_MARK LOGO: CGS
 JA0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0666+STABILITY: POSITION/ELEVATION WELL
 JA0666
 JA0666  HISTORY     - Date     Condition        Report By
 JA0666  HISTORY     - 1965     MONUMENTED       CGS
 JA0666
 JA0666                          STATION DESCRIPTION
 JA0666
 JA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0666'0.1 MI W FROM HURON.
 JA0666'ABOUT 0.1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0666'THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 6, T 3 N,
 JA0666'R 2 W, 4 1/2 POLES WEST OF MILEPOST 138, 12 FEET SOUTH OF THE
 JA0666'SOUTH RAIL, ABOUT MIDWAY OF A CUT, SET IN THE TOP OF A ROCK
 JA0666'OUTCROP, 0.8 FOOT SOUTH OF THE NORTH EDGE OF THE OUTCROP, AND
 JA0666'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0728 ***********************************************************************
 LB0728  DESIGNATION -  L 31
 LB0728  PID         -  LB0728
 LB0728  STATE/COUNTY-  IN/TIPPECANOE
 LB0728  COUNTRY     -  US
 LB0728  USGS QUAD   -  STOCKWELL (2019)
 LB0728
 LB0728                         *CURRENT SURVEY CONTROL
 LB0728  ______________________________________________________________________
 LB0728* NAD 83(1986) POSITION- 40 22 22.     (N) 086 46 07.     (W)   SCALED
 LB0728* NAVD 88 ORTHO HEIGHT -   205.130 (meters)      673.00  (feet) ADJUSTED
 LB0728  ______________________________________________________________________
 LB0728  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 LB0728  DYNAMIC HEIGHT  -        205.027 (meters)      672.66  (feet) COMP
 LB0728  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 LB0728
 LB0728  VERT ORDER      -  SECOND    CLASS 0
 LB0728
 LB0728.The horizontal coordinates were scaled from a map and have
 LB0728.an estimated accuracy of +/- 6 seconds.
 LB0728
 LB0728.The orthometric height was determined by differential leveling and
 LB0728.adjusted by the NATIONAL GEODETIC SURVEY
 LB0728.in June 1991.
 LB0728
 LB0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0728.GEOID18 height accuracy estimate available here.
 LB0728
 LB0728.Click photographs - Photos may exist for this station.
 LB0728
 LB0728.The dynamic height is computed by dividing the NAVD 88
 LB0728.geopotential number by the normal gravity value computed on the
 LB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0728.degrees latitude (g = 980.6199 gals.).
 LB0728
 LB0728.The modeled gravity was interpolated from observed gravity values.
 LB0728
 LB0728;                    North         East    Units  Estimated Accuracy
 LB0728;SPC IN W     -   568,960.      926,730.      MT  (+/- 180 meters Scaled)
 LB0728
 LB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK196691(NAD 83)
 LB0728
 LB0728                          SUPERSEDED SURVEY CONTROL
 LB0728
 LB0728  NGVD 29 (??/??/92)  205.236  (m)          673.35   (f) ADJ UNCH    2 0
 LB0728
 LB0728.Superseded values are not recommended for survey control.
 LB0728
 LB0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0728.See file dsdata.pdf to determine how the superseded data were derived.
 LB0728
 LB0728_MARKER: DB = BENCH MARK DISK
 LB0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0728_STAMPING: L 31 1934
 LB0728_MARK LOGO: CGS
 LB0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0728+STABILITY: SURFACE MOTION
 LB0728
 LB0728  HISTORY     - Date     Condition        Report By
 LB0728  HISTORY     - 1934     MONUMENTED       CGS
 LB0728  HISTORY     - 1942     GOOD             CGS
 LB0728  HISTORY     - 1966     GOOD             CGS
 LB0728  HISTORY     - 20200226 MARK NOT FOUND   BFSINC
 LB0728
 LB0728                          STATION DESCRIPTION
 LB0728
 LB0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LB0728'AT DAYTON.
 LB0728'AT DAYTON, TIPPECANOE COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 LB0728'LOUIS RAILROAD, 109 YARDS EAST OF THE EAST END OF THE STATION,
 LB0728'40 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR,
 LB0728'AT THE CROSSING OF THE FIRST COUNTY ROAD EAST OF THE STATION,
 LB0728'49.9 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 33.1 FEET
 LB0728'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 LB0728'STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0728'8 INCHES ABOVE GROUND.
 LB0728
 LB0728                          STATION RECOVERY (1966)
 LB0728
 LB0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0728'RECOVERED IN GOOD CONDITION.
 LB0728
 LB0728                          STATION RECOVERY (2020)
 LB0728
 LB0728'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2020 (JS)
 LB0728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0371 ***********************************************************************
 JA0371  DESIGNATION -  L 310
 JA0371  PID         -  JA0371
 JA0371  STATE/COUNTY-  IN/ORANGE
 JA0371  COUNTRY     -  US
 JA0371  USGS QUAD   -  VALEENE (2019)
 JA0371
 JA0371                         *CURRENT SURVEY CONTROL
 JA0371  ______________________________________________________________________
 JA0371* NAD 83(1986) POSITION- 38 27 27.     (N) 086 27 02.     (W)   SCALED
 JA0371* NAVD 88 ORTHO HEIGHT -   180.029 (meters)      590.65  (feet) ADJUSTED
 JA0371  ______________________________________________________________________
 JA0371  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 JA0371  DYNAMIC HEIGHT  -        179.904 (meters)      590.24  (feet) COMP
 JA0371  MODELED GRAVITY -    979,933.0   (mgal)                       NAVD 88
 JA0371
 JA0371  VERT ORDER      -  FIRST     CLASS II
 JA0371
 JA0371.The horizontal coordinates were scaled from a map and have
 JA0371.an estimated accuracy of +/- 6 seconds.
 JA0371
 JA0371.The orthometric height was determined by differential leveling and
 JA0371.adjusted by the NATIONAL GEODETIC SURVEY
 JA0371.in June 1991.
 JA0371
 JA0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0371.GEOID18 height accuracy estimate available here.
 JA0371
 JA0371.Click photographs - Photos may exist for this station.
 JA0371
 JA0371.The dynamic height is computed by dividing the NAVD 88
 JA0371.geopotential number by the normal gravity value computed on the
 JA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0371.degrees latitude (g = 980.6199 gals.).
 JA0371
 JA0371.The modeled gravity was interpolated from observed gravity values.
 JA0371
 JA0371;                    North         East    Units  Estimated Accuracy
 JA0371;SPC IN W     -   356,470.      955,230.      MT  (+/- 180 meters Scaled)
 JA0371
 JA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479567(NAD 83)
 JA0371
 JA0371                          SUPERSEDED SURVEY CONTROL
 JA0371
 JA0371  NGVD 29 (??/??/92)  180.136  (m)          591.00   (f) ADJ UNCH    1 2
 JA0371
 JA0371.Superseded values are not recommended for survey control.
 JA0371
 JA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0371.See file dsdata.pdf to determine how the superseded data were derived.
 JA0371
 JA0371_MARKER: DB = BENCH MARK DISK
 JA0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0371_SP_SET: CULVERT HEADWALL
 JA0371_STAMPING: L 310 1965
 JA0371_MARK LOGO: CGS
 JA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0371+STABILITY: SURFACE MOTION
 JA0371
 JA0371  HISTORY     - Date     Condition        Report By
 JA0371  HISTORY     - 1965     MONUMENTED       CGS
 JA0371
 JA0371                          STATION DESCRIPTION
 JA0371
 JA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0371'8.2 MI S FROM PAOLI.
 JA0371'8.15 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0371'PAOLI, IN SECTION 6, T 1 S, R 1 E, 17 1/2 FEET NORTHWEST OF THE
 JA0371'CENTER LINE OF THE HIGHWAY, SET ON TOP IN THE NORTHEAST END OF
 JA0371'THE WEST CONCRETE HEADWALL OF A CULVERT, AND ABOUT 1/2 FOOT ABOVE
 JA0371'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0716 ***********************************************************************
 JA0716  DESIGNATION -  L 311
 JA0716  PID         -  JA0716
 JA0716  STATE/COUNTY-  IN/MARTIN
 JA0716  COUNTRY     -  US
 JA0716  USGS QUAD   -  LOOGOOTEE (2019)
 JA0716
 JA0716                         *CURRENT SURVEY CONTROL
 JA0716  ______________________________________________________________________
 JA0716* NAD 83(1986) POSITION- 38 41 05.     (N) 086 53 38.     (W)   SCALED
 JA0716* NAVD 88 ORTHO HEIGHT -   152.405 (meters)      500.02  (feet) ADJUSTED
 JA0716  ______________________________________________________________________
 JA0716  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 JA0716  DYNAMIC HEIGHT  -        152.307 (meters)      499.69  (feet) COMP
 JA0716  MODELED GRAVITY -    979,982.3   (mgal)                       NAVD 88
 JA0716
 JA0716  VERT ORDER      -  FIRST     CLASS II
 JA0716
 JA0716.The horizontal coordinates were scaled from a map and have
 JA0716.an estimated accuracy of +/- 6 seconds.
 JA0716
 JA0716.The orthometric height was determined by differential leveling and
 JA0716.adjusted by the NATIONAL GEODETIC SURVEY
 JA0716.in June 1991.
 JA0716
 JA0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0716.GEOID18 height accuracy estimate available here.
 JA0716
 JA0716.Click photographs - Photos may exist for this station.
 JA0716
 JA0716.The dynamic height is computed by dividing the NAVD 88
 JA0716.geopotential number by the normal gravity value computed on the
 JA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0716.degrees latitude (g = 980.6199 gals.).
 JA0716
 JA0716.The modeled gravity was interpolated from observed gravity values.
 JA0716
 JA0716;                    North         East    Units  Estimated Accuracy
 JA0716;SPC IN W     -   381,520.      916,480.      MT  (+/- 180 meters Scaled)
 JA0716
 JA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH092817(NAD 83)
 JA0716
 JA0716                          SUPERSEDED SURVEY CONTROL
 JA0716
 JA0716  NGVD 29 (??/??/92)  152.534  (m)          500.44   (f) ADJ UNCH    1 2
 JA0716
 JA0716.Superseded values are not recommended for survey control.
 JA0716
 JA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0716.See file dsdata.pdf to determine how the superseded data were derived.
 JA0716
 JA0716_MARKER: DB = BENCH MARK DISK
 JA0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0716_STAMPING: L 311 1965
 JA0716_MARK LOGO: CGS
 JA0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0716+STABILITY: SURFACE MOTION
 JA0716
 JA0716  HISTORY     - Date     Condition        Report By
 JA0716  HISTORY     - 1965     MONUMENTED       CGS
 JA0716
 JA0716                          STATION DESCRIPTION
 JA0716
 JA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0716'1.5 MI E FROM LOOGOOTEE.
 JA0716'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0716'THE STATION AT LOOGOOTEE, IN SECTION 19, T 3 N, R 4 W, 6 POLES
 JA0716'WEST OF MILEPOST 153-40, 8 FEET SOUTH OF THE SOUTH RAIL, SET IN
 JA0716'THE TOP OF AN ABANDONED CONCRETE FOUNDATION FOR A RAILROAD
 JA0716'SIGNAL, 320 1/2 FEET WEST OF A RAILROAD SIGNAL, 1.5 FEET NORTH
 JA0716'OF A METAL WITNESS POST, AND ABOUT 6 INCHES BELOW THE LEVEL OF
 JA0716'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0248 ***********************************************************************
 JA0248  DESIGNATION -  L 312
 JA0248  PID         -  JA0248
 JA0248  STATE/COUNTY-  IN/HARRISON
 JA0248  COUNTRY     -  US
 JA0248  USGS QUAD   -  DEPAUW (2019)
 JA0248
 JA0248                         *CURRENT SURVEY CONTROL
 JA0248  ______________________________________________________________________
 JA0248* NAD 83(1986) POSITION- 38 19 27.     (N) 086 11 00.     (W)   SCALED
 JA0248* NAVD 88 ORTHO HEIGHT -   215.088 (meters)      705.67  (feet) ADJUSTED
 JA0248  ______________________________________________________________________
 JA0248  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 JA0248  DYNAMIC HEIGHT  -        214.937 (meters)      705.17  (feet) COMP
 JA0248  MODELED GRAVITY -    979,921.9   (mgal)                       NAVD 88
 JA0248
 JA0248  VERT ORDER      -  FIRST     CLASS II
 JA0248
 JA0248.The horizontal coordinates were scaled from a map and have
 JA0248.an estimated accuracy of +/- 6 seconds.
 JA0248
 JA0248.The orthometric height was determined by differential leveling and
 JA0248.adjusted by the NATIONAL GEODETIC SURVEY
 JA0248.in June 1991.
 JA0248
 JA0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0248.GEOID18 height accuracy estimate available here.
 JA0248
 JA0248.Click photographs - Photos may exist for this station.
 JA0248
 JA0248.The dynamic height is computed by dividing the NAVD 88
 JA0248.geopotential number by the normal gravity value computed on the
 JA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0248.degrees latitude (g = 980.6199 gals.).
 JA0248
 JA0248.The modeled gravity was interpolated from observed gravity values.
 JA0248
 JA0248;                    North         East    Units  Estimated Accuracy
 JA0248;SPC IN E     -   341,600.       54,820.      MT  (+/- 180 meters Scaled)
 JA0248
 JA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH713420(NAD 83)
 JA0248
 JA0248                          SUPERSEDED SURVEY CONTROL
 JA0248
 JA0248  NGVD 29 (??/??/92)  215.208  (m)          706.06   (f) ADJ UNCH    1 2
 JA0248
 JA0248.Superseded values are not recommended for survey control.
 JA0248
 JA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0248.See file dsdata.pdf to determine how the superseded data were derived.
 JA0248
 JA0248_MARKER: DB = BENCH MARK DISK
 JA0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0248_STAMPING: L 312 1965
 JA0248_MARK LOGO: CGS
 JA0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0248+STABILITY: SURFACE MOTION
 JA0248
 JA0248  HISTORY     - Date     Condition        Report By
 JA0248  HISTORY     - 1965     MONUMENTED       CGS
 JA0248
 JA0248                          STATION DESCRIPTION
 JA0248
 JA0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0248'2.2 MI E FROM DE PAUW.
 JA0248'2.15 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 JA0248'OF THE RAILROAD AND STATE ROAD 337 AT DE PAUW, IN SECTION 21,
 JA0248'T 2 S, R 3 E, 6 1/4 RAILS WEST OF MILEPOST 246, 57 FEET NORTHEAST
 JA0248'OF SEMPHORE SIGNAL 245.9, 28 FEET NORTH OF THE NORTH RAIL, 29
 JA0248'FEET EAST OF A TELEGRAPH POLE, 5 FEET SOUTH OF A FENCE, 1.3 FEET
 JA0248'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 JA0248'THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1344 ***********************************************************************
 HZ1344  DESIGNATION -  L 313
 HZ1344  PID         -  HZ1344
 HZ1344  STATE/COUNTY-  IN/FLOYD
 HZ1344  COUNTRY     -  US
 HZ1344  USGS QUAD   -  GEORGETOWN (2019)
 HZ1344
 HZ1344                         *CURRENT SURVEY CONTROL
 HZ1344  ______________________________________________________________________
 HZ1344* NAD 83(1986) POSITION- 38 17 05.     (N) 085 52 30.     (W)   SCALED
 HZ1344* NAVD 88 ORTHO HEIGHT -   156.408 (meters)      513.15  (feet) ADJUSTED
 HZ1344  ______________________________________________________________________
 HZ1344  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 HZ1344  DYNAMIC HEIGHT  -        156.299 (meters)      512.79  (feet) COMP
 HZ1344  MODELED GRAVITY -    979,933.1   (mgal)                       NAVD 88
 HZ1344
 HZ1344  VERT ORDER      -  FIRST     CLASS II
 HZ1344
 HZ1344.The horizontal coordinates were scaled from a map and have
 HZ1344.an estimated accuracy of +/- 6 seconds.
 HZ1344
 HZ1344.The orthometric height was determined by differential leveling and
 HZ1344.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1344.in June 1991.
 HZ1344
 HZ1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1344.GEOID18 height accuracy estimate available here.
 HZ1344
 HZ1344.Click photographs - Photos may exist for this station.
 HZ1344
 HZ1344.The dynamic height is computed by dividing the NAVD 88
 HZ1344.geopotential number by the normal gravity value computed on the
 HZ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1344.degrees latitude (g = 980.6199 gals.).
 HZ1344
 HZ1344.The modeled gravity was interpolated from observed gravity values.
 HZ1344
 HZ1344;                    North         East    Units  Estimated Accuracy
 HZ1344;SPC IN E     -   337,120.       81,770.      MT  (+/- 180 meters Scaled)
 HZ1344
 HZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH983380(NAD 83)
 HZ1344
 HZ1344                          SUPERSEDED SURVEY CONTROL
 HZ1344
 HZ1344  NGVD 29 (??/??/92)  156.543  (m)          513.59   (f) ADJ UNCH    1 2
 HZ1344
 HZ1344.Superseded values are not recommended for survey control.
 HZ1344
 HZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1344.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1344
 HZ1344_MARKER: DB = BENCH MARK DISK
 HZ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1344_STAMPING: L 313 1965
 HZ1344_MARK LOGO: CGS
 HZ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1344+STABILITY: SURFACE MOTION
 HZ1344
 HZ1344  HISTORY     - Date     Condition        Report By
 HZ1344  HISTORY     - 1965     MONUMENTED       CGS
 HZ1344
 HZ1344                          STATION DESCRIPTION
 HZ1344
 HZ1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1344'3.2 MI W FROM NEW ALBANY.
 HZ1344'ABOUT 3.25 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 HZ1344'AT NEW ALBANY, IN SECTION 58 T 3 S, R 6 E, AT THE CROSSING OF
 HZ1344'U.S. HIGHWAY 460, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1344'HIGHWAY, 13 1/2 FEET NORTH OF THE NORTH RAIL, 3 FEET WEST OF
 HZ1344'POWER POLE NUMBER 32 B, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS,
 HZ1344'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0871 ***********************************************************************
 JA0871  DESIGNATION -  L 314
 JA0871  PID         -  JA0871
 JA0871  STATE/COUNTY-  IN/KNOX
 JA0871  COUNTRY     -  US
 JA0871  USGS QUAD   -  WHEATLAND (2019)
 JA0871
 JA0871                         *CURRENT SURVEY CONTROL
 JA0871  ______________________________________________________________________
 JA0871* NAD 83(1986) POSITION- 38 40 34.     (N) 087 22 19.     (W)   SCALED
 JA0871* NAVD 88 ORTHO HEIGHT -   138.400 (meters)      454.07  (feet) ADJUSTED
 JA0871  ______________________________________________________________________
 JA0871  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 JA0871  DYNAMIC HEIGHT  -        138.313 (meters)      453.78  (feet) COMP
 JA0871  MODELED GRAVITY -    979,998.7   (mgal)                       NAVD 88
 JA0871
 JA0871  VERT ORDER      -  FIRST     CLASS II
 JA0871
 JA0871.The horizontal coordinates were scaled from a map and have
 JA0871.an estimated accuracy of +/- 6 seconds.
 JA0871
 JA0871.The orthometric height was determined by differential leveling and
 JA0871.adjusted by the NATIONAL GEODETIC SURVEY
 JA0871.in June 1991.
 JA0871
 JA0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0871.GEOID18 height accuracy estimate available here.
 JA0871
 JA0871.Click photographs - Photos may exist for this station.
 JA0871
 JA0871.The dynamic height is computed by dividing the NAVD 88
 JA0871.geopotential number by the normal gravity value computed on the
 JA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0871.degrees latitude (g = 980.6199 gals.).
 JA0871
 JA0871.The modeled gravity was interpolated from observed gravity values.
 JA0871
 JA0871;                    North         East    Units  Estimated Accuracy
 JA0871;SPC IN W     -   380,580.      874,890.      MT  (+/- 180 meters Scaled)
 JA0871
 JA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH676809(NAD 83)
 JA0871
 JA0871                          SUPERSEDED SURVEY CONTROL
 JA0871
 JA0871  NGVD 29 (??/??/92)  138.528  (m)          454.49   (f) ADJ UNCH    1 2
 JA0871
 JA0871.Superseded values are not recommended for survey control.
 JA0871
 JA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0871.See file dsdata.pdf to determine how the superseded data were derived.
 JA0871
 JA0871_MARKER: DB = BENCH MARK DISK
 JA0871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0871_SP_SET: ABUTMENT
 JA0871_STAMPING: L 314 1965
 JA0871_MARK LOGO: CGS
 JA0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0871
 JA0871  HISTORY     - Date     Condition        Report By
 JA0871  HISTORY     - 1965     MONUMENTED       CGS
 JA0871  HISTORY     - 1986     GOOD             NGS
 JA0871
 JA0871                          STATION DESCRIPTION
 JA0871
 JA0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0871'3.8 MI W FROM WHEATLAND.
 JA0871'ABOUT 3.85 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0871'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0871'IN FRACTIONAL SECTION 66, T 3 N, R 9 W, 0.2 MILE WEST OF A
 JA0871'CROSSING OF THE RAILROAD AND A ROAD, 2 POLES EAST OF MILEPOST
 JA0871'180.20, 7 1/2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF
 JA0871'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE
 JA0871'RAILROAD BRIDGE WHICH IS DATED 1950, ABOUT 4 FEET BELOW THE LEVEL
 JA0871'OF THE TRACK.
 JA0871
 JA0871                          STATION RECOVERY (1986)
 JA0871
 JA0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0871'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0871'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0871'DELETE--2 POLES EAST OF MILEPOST 180-20.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0931 ***********************************************************************
 JA0931  DESIGNATION -  L 315
 JA0931  PID         -  JA0931
 JA0931  STATE/COUNTY-  IN/PIKE
 JA0931  COUNTRY     -  US
 JA0931  USGS QUAD   -  MONROE CITY (2019)
 JA0931
 JA0931                         *CURRENT SURVEY CONTROL
 JA0931  ______________________________________________________________________
 JA0931* NAD 83(1986) POSITION- 38 31 36.     (N) 087 15 06.     (W)   SCALED
 JA0931* NAVD 88 ORTHO HEIGHT -   131.869 (meters)      432.64  (feet) ADJUSTED
 JA0931  ______________________________________________________________________
 JA0931  GEOID HEIGHT    -        -32.089 (meters)                     GEOID18
 JA0931  DYNAMIC HEIGHT  -        131.783 (meters)      432.36  (feet) COMP
 JA0931  MODELED GRAVITY -    979,977.1   (mgal)                       NAVD 88
 JA0931
 JA0931  VERT ORDER      -  FIRST     CLASS II
 JA0931
 JA0931.The horizontal coordinates were scaled from a map and have
 JA0931.an estimated accuracy of +/- 6 seconds.
 JA0931
 JA0931.The orthometric height was determined by differential leveling and
 JA0931.adjusted by the NATIONAL GEODETIC SURVEY
 JA0931.in June 1991.
 JA0931
 JA0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0931.GEOID18 height accuracy estimate available here.
 JA0931
 JA0931.Click photographs - Photos may exist for this station.
 JA0931
 JA0931.The dynamic height is computed by dividing the NAVD 88
 JA0931.geopotential number by the normal gravity value computed on the
 JA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0931.degrees latitude (g = 980.6199 gals.).
 JA0931
 JA0931.The modeled gravity was interpolated from observed gravity values.
 JA0931
 JA0931;                    North         East    Units  Estimated Accuracy
 JA0931;SPC IN W     -   363,970.      885,320.      MT  (+/- 180 meters Scaled)
 JA0931
 JA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH780642(NAD 83)
 JA0931
 JA0931                          SUPERSEDED SURVEY CONTROL
 JA0931
 JA0931  NGVD 29 (??/??/92)  132.008  (m)          433.10   (f) ADJ UNCH    1 2
 JA0931
 JA0931.Superseded values are not recommended for survey control.
 JA0931
 JA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0931.See file dsdata.pdf to determine how the superseded data were derived.
 JA0931
 JA0931_MARKER: DB = BENCH MARK DISK
 JA0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0931_STAMPING: L 315 1965
 JA0931_MARK LOGO: CGS
 JA0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0931+STABILITY: SURFACE MOTION
 JA0931
 JA0931  HISTORY     - Date     Condition        Report By
 JA0931  HISTORY     - 1965     MONUMENTED       CGS
 JA0931  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0931
 JA0931                          STATION DESCRIPTION
 JA0931
 JA0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0931'3.4 MI NE FROM PETERSBURG.
 JA0931'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0931'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0931'STREET, THENCE 3.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0931'RAILROAD, 390 FEET NORTH OF THE NORTH RAIL, 26 FEET SOUTHEAST OF
 JA0931'THE SOUTHEAST CORNER OF A CONCRETE STRUCTURE HOUSING GENERATORS,
 JA0931'15 1/2 FEET WEST OF THE NORTH DOOR SILL AND ENTRANCE TO THE
 JA0931'STRUCTURE, 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 JA0931'CONCRETE COLUMN, AND SET IN THE TOP OF A CONCRETE PILE WHICH
 JA0931'EXTEND OVER 100 FEET IN THE GROUND TO BED ROCK ACCESS WILL BE
 JA0931'HAD THRU AN 8-INCH PIPE COVERED WITH A BRASS PLATE.
 JA0931
 JA0931                          STATION RECOVERY (1985)
 JA0931
 JA0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0931'THE POWER PLANT MANAGER STATED THAT THE MARK WAS DESTROYED BY
 JA0931'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1050 ***********************************************************************
 JA1050  DESIGNATION -  L 316
 JA1050  PID         -  JA1050
 JA1050  STATE/COUNTY-  IN/WARRICK
 JA1050  COUNTRY     -  US
 JA1050  USGS QUAD   -  ELBERFELD (2019)
 JA1050
 JA1050                         *CURRENT SURVEY CONTROL
 JA1050  ______________________________________________________________________
 JA1050* NAD 83(1986) POSITION- 38 11 12.     (N) 087 25 45.     (W)   SCALED
 JA1050* NAVD 88 ORTHO HEIGHT -   122.929 (meters)      403.31  (feet) ADJUSTED
 JA1050  ______________________________________________________________________
 JA1050  GEOID HEIGHT    -        -31.451 (meters)                     GEOID18
 JA1050  DYNAMIC HEIGHT  -        122.846 (meters)      403.04  (feet) COMP
 JA1050  MODELED GRAVITY -    979,953.2   (mgal)                       NAVD 88
 JA1050
 JA1050  VERT ORDER      -  FIRST     CLASS II
 JA1050
 JA1050.The horizontal coordinates were scaled from a map and have
 JA1050.an estimated accuracy of +/- 6 seconds.
 JA1050
 JA1050.The orthometric height was determined by differential leveling and
 JA1050.adjusted by the NATIONAL GEODETIC SURVEY
 JA1050.in June 1991.
 JA1050
 JA1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1050.GEOID18 height accuracy estimate available here.
 JA1050
 JA1050.Click photographs - Photos may exist for this station.
 JA1050
 JA1050.The dynamic height is computed by dividing the NAVD 88
 JA1050.geopotential number by the normal gravity value computed on the
 JA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1050.degrees latitude (g = 980.6199 gals.).
 JA1050
 JA1050.The modeled gravity was interpolated from observed gravity values.
 JA1050
 JA1050;                    North         East    Units  Estimated Accuracy
 JA1050;SPC IN W     -   326,270.      869,700.      MT  (+/- 180 meters Scaled)
 JA1050
 JA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH624266(NAD 83)
 JA1050
 JA1050                          SUPERSEDED SURVEY CONTROL
 JA1050
 JA1050  NGVD 29 (??/??/92)  123.048  (m)          403.70   (f) ADJ UNCH    1 2
 JA1050
 JA1050.Superseded values are not recommended for survey control.
 JA1050
 JA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1050.See file dsdata.pdf to determine how the superseded data were derived.
 JA1050
 JA1050_MARKER: DB = BENCH MARK DISK
 JA1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1050_STAMPING: L 316 1965
 JA1050_MARK LOGO: CGS
 JA1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1050+STABILITY: SURFACE MOTION
 JA1050
 JA1050  HISTORY     - Date     Condition        Report By
 JA1050  HISTORY     - 1965     MONUMENTED       CGS
 JA1050  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1050
 JA1050                          STATION DESCRIPTION
 JA1050
 JA1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1050'2.2 MI NE FROM ELBERFELD.
 JA1050'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 JA1050'AT ELBERFELD, THENCE 2.15 MILES NORTHEAST ALONG THE NEW YORK
 JA1050'CENTRAL RAILROAD, OR ABOUT 2.75 MILES SOUTHWEST OF THE NEW YORK
 JA1050'CENTRAL RAILROAD STATION AT BUCKSKIN, 10 TELEPHONE POLES
 JA1050'NORTHEAST OF MILEPOST 118, 0.25 MILE SOUTHWEST OF A RAILROAD
 JA1050'BRIDGE OVER PIGEON CREEK, 42 FEET SOUTH OF THE CENTER OF A
 JA1050'CROSSING OF THE RAILROAD AND A DIRT ROAD, 36 FEET SOUTHWEST OF
 JA1050'THE CENTER LINE OF THE DIRT ROAD, 23 FEET SOUTHEAST OF THE
 JA1050'SOUTHEAST RAIL, 20 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5
 JA1050'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JA1050'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA1050'PROJECTING 5 INCHES.
 JA1050
 JA1050                          STATION RECOVERY (1985)
 JA1050
 JA1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0606 ***********************************************************************
 JA0606  DESIGNATION -  L 317
 JA0606  PID         -  JA0606
 JA0606  STATE/COUNTY-  IN/SPENCER
 JA0606  COUNTRY     -  US
 JA0606  USGS QUAD   -  DALE (2019)
 JA0606
 JA0606                         *CURRENT SURVEY CONTROL
 JA0606  ______________________________________________________________________
 JA0606* NAD 83(1986) POSITION- 38 10 39.3    (N) 086 58 04.6    (W)   HD_HELD2
 JA0606* NAVD 88 ORTHO HEIGHT -   133.589 (meters)      438.28  (feet) ADJUSTED
 JA0606  ______________________________________________________________________
 JA0606  GEOID HEIGHT    -        -31.989 (meters)                     GEOID18
 JA0606  DYNAMIC HEIGHT  -        133.499 (meters)      437.99  (feet) COMP
 JA0606  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 JA0606
 JA0606  VERT ORDER      -  FIRST     CLASS II
 JA0606
 JA0606.The horizontal coordinates were established by autonomous hand held GPS
 JA0606.observations and have an estimated accuracy of +/- 10 meters.
 JA0606
 JA0606.The orthometric height was determined by differential leveling and
 JA0606.adjusted by the NATIONAL GEODETIC SURVEY
 JA0606.in June 1991.
 JA0606
 JA0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0606.GEOID18 height accuracy estimate available here.
 JA0606
 JA0606.Click photographs - Photos may exist for this station.
 JA0606
 JA0606.The dynamic height is computed by dividing the NAVD 88
 JA0606.geopotential number by the normal gravity value computed on the
 JA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0606.degrees latitude (g = 980.6199 gals.).
 JA0606
 JA0606.The modeled gravity was interpolated from observed gravity values.
 JA0606
 JA0606;                    North         East    Units  Estimated Accuracy
 JA0606;SPC IN W     -   325,211.      910,110.      MT  (+/- 10 meters HH2 GPS)
 JA0606
 JA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0280725519(NAD 83)
 JA0606
 JA0606                          SUPERSEDED SURVEY CONTROL
 JA0606
 JA0606  NGVD 29 (??/??/92)  133.692  (m)          438.62   (f) ADJ UNCH    1 2
 JA0606
 JA0606.Superseded values are not recommended for survey control.
 JA0606
 JA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0606.See file dsdata.pdf to determine how the superseded data were derived.
 JA0606
 JA0606_MARKER: DB = BENCH MARK DISK
 JA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0606_STAMPING: L 317 1965
 JA0606_MARK LOGO: CGS
 JA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0606+STABILITY: SURFACE MOTION
 JA0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0606+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 JA0606
 JA0606  HISTORY     - Date     Condition        Report By
 JA0606  HISTORY     - 1965     MONUMENTED       CGS
 JA0606  HISTORY     - 20030610 GOOD             INDIV
 JA0606  HISTORY     - 20110528 GOOD             GEOCAC
 JA0606
 JA0606                          STATION DESCRIPTION
 JA0606
 JA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0606'1.8 MI NE FROM DALE.
 JA0606'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0606'FROM THE POST OFFICE AT DALE, THENCE 0.85 MILE NORTH-NORTHEAST
 JA0606'ALONG THE SOUTHERN RAILROAD, IN SECTION 9, T 4 S, R 5 W, 75 1/2
 JA0606'FEET NORTH-NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JA0606'AND A GRAVELED ROAD, 28 FEET EAST OF THE EAST RAIL, 71 FEET NORTH
 JA0606'OF THE CENTER LINE OF THE GRAVELED ROAD, 1 1/2 FEET WEST OF A
 JA0606'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 JA0606'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA0606'POST PROJECTING 7 INCHES.
 JA0606
 JA0606                          STATION RECOVERY (2003)
 JA0606
 JA0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAF)
 JA0606'RECOVERED AS DESCRIBED
 JA0606
 JA0606                          STATION RECOVERY (2011)
 JA0606
 JA0606'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA0606'MARK FOUND IN GOOD CONDITION.  MONUMENT HAS SETTLED AND DISK IS NOW
 JA0606'ABOUT 2 INCHES BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1057 ***********************************************************************
 HA1057  DESIGNATION -  L 318
 HA1057  PID         -  HA1057
 HA1057  STATE/COUNTY-  IN/VANDERBURGH
 HA1057  COUNTRY     -  US
 HA1057  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1057
 HA1057                         *CURRENT SURVEY CONTROL
 HA1057  ______________________________________________________________________
 HA1057* NAD 83(1986) POSITION- 37 58 38.     (N) 087 33 44.     (W)   SCALED
 HA1057* NAVD 88 ORTHO HEIGHT -   115.889 (meters)      380.21  (feet) ADJUSTED
 HA1057  ______________________________________________________________________
 HA1057  GEOID HEIGHT    -        -31.029 (meters)                     GEOID18
 HA1057  DYNAMIC HEIGHT  -        115.809 (meters)      379.95  (feet) COMP
 HA1057  MODELED GRAVITY -    979,939.3   (mgal)                       NAVD 88
 HA1057
 HA1057  VERT ORDER      -  FIRST     CLASS II
 HA1057
 HA1057.The horizontal coordinates were scaled from a map and have
 HA1057.an estimated accuracy of +/- 6 seconds.
 HA1057
 HA1057.The orthometric height was determined by differential leveling and
 HA1057.adjusted by the NATIONAL GEODETIC SURVEY
 HA1057.in June 1991.
 HA1057
 HA1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1057.GEOID18 height accuracy estimate available here.
 HA1057
 HA1057.Click photographs - Photos may exist for this station.
 HA1057
 HA1057.The dynamic height is computed by dividing the NAVD 88
 HA1057.geopotential number by the normal gravity value computed on the
 HA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1057.degrees latitude (g = 980.6199 gals.).
 HA1057
 HA1057.The modeled gravity was interpolated from observed gravity values.
 HA1057
 HA1057;                    North         East    Units  Estimated Accuracy
 HA1057;SPC IN W     -   303,070.      857,930.      MT  (+/- 180 meters Scaled)
 HA1057
 HA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH506034(NAD 83)
 HA1057
 HA1057                          SUPERSEDED SURVEY CONTROL
 HA1057
 HA1057  NGVD 29 (??/??/92)  115.983  (m)          380.52   (f) ADJ UNCH    1 2
 HA1057
 HA1057.Superseded values are not recommended for survey control.
 HA1057
 HA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1057.See file dsdata.pdf to determine how the superseded data were derived.
 HA1057
 HA1057_MARKER: DB = BENCH MARK DISK
 HA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1057_STAMPING: L 318 1965
 HA1057_MARK LOGO: CGS
 HA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1057+STABILITY: SURFACE MOTION
 HA1057
 HA1057  HISTORY     - Date     Condition        Report By
 HA1057  HISTORY     - 1965     MONUMENTED       CGS
 HA1057  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HA1057
 HA1057                          STATION DESCRIPTION
 HA1057
 HA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1057'0.9 MI N FROM EVANSVILLE.
 HA1057'ABOUT 0.15 MILE SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE POST
 HA1057'OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG MAIN
 HA1057'STREET TO THE INTERSECTION OF MAIN STREET AND DIVISION STREET,
 HA1057'110 YARDS EAST OF THE CENTER OF THE INTERSECTION, SET IN THE TOP
 HA1057'OF THE WEST SIDE OF A CONCRETE FOUNDATION FOR A STEEL LEG
 HA1057'SUPPORTING A 15-INCH PIPE WHICH IS ABOUT 30 FEET ABOVE THE LEVEL
 HA1057'OF AND ACROSS DIVISION STREET, 116 FEET WEST OF THE CENTER LINE
 HA1057'OF ELSAS AVENUE, 27 FEET SOUTH OF THE CENTER LINE OF DIVISION
 HA1057'STREET, 8 INCHES WEST OF A STEEL BASEPLATE OF THE LEG, AND ABOUT
 HA1057'3 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 HA1057
 HA1057                          STATION RECOVERY (1987)
 HA1057
 HA1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0793 ***********************************************************************
 HZ0793  DESIGNATION -  L 319
 HZ0793  PID         -  HZ0793
 HZ0793  STATE/COUNTY-  IN/SWITZERLAND
 HZ0793  COUNTRY     -  US
 HZ0793  USGS QUAD   -  RISING SUN (2019)
 HZ0793
 HZ0793                         *CURRENT SURVEY CONTROL
 HZ0793  ______________________________________________________________________
 HZ0793* NAD 83(1986) POSITION- 38 53 38.     (N) 084 49 01.     (W)   SCALED
 HZ0793* NAVD 88 ORTHO HEIGHT -   142.642 (meters)      467.98  (feet) ADJUSTED
 HZ0793  ______________________________________________________________________
 HZ0793  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 HZ0793  DYNAMIC HEIGHT  -        142.552 (meters)      467.69  (feet) COMP
 HZ0793  MODELED GRAVITY -    979,997.0   (mgal)                       NAVD 88
 HZ0793
 HZ0793  VERT ORDER      -  FIRST     CLASS II
 HZ0793
 HZ0793.The horizontal coordinates were scaled from a map and have
 HZ0793.an estimated accuracy of +/- 6 seconds.
 HZ0793
 HZ0793.The orthometric height was determined by differential leveling and
 HZ0793.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0793.in June 1991.
 HZ0793
 HZ0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0793.GEOID18 height accuracy estimate available here.
 HZ0793
 HZ0793.Click photographs - Photos may exist for this station.
 HZ0793
 HZ0793.The dynamic height is computed by dividing the NAVD 88
 HZ0793.geopotential number by the normal gravity value computed on the
 HZ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0793.degrees latitude (g = 980.6199 gals.).
 HZ0793
 HZ0793.The modeled gravity was interpolated from observed gravity values.
 HZ0793
 HZ0793;                    North         East    Units  Estimated Accuracy
 HZ0793;SPC IN E     -   405,060.      173,720.      MT  (+/- 180 meters Scaled)
 HZ0793
 HZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ893072(NAD 83)
 HZ0793
 HZ0793                          SUPERSEDED SURVEY CONTROL
 HZ0793
 HZ0793  NGVD 29 (??/??/92)  142.843  (m)          468.64   (f) ADJ UNCH    1 2
 HZ0793
 HZ0793.Superseded values are not recommended for survey control.
 HZ0793
 HZ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0793.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0793
 HZ0793_MARKER: DB = BENCH MARK DISK
 HZ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0793_STAMPING: L 319 1965
 HZ0793_MARK LOGO: CGS
 HZ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0793+STABILITY: SURFACE MOTION
 HZ0793
 HZ0793  HISTORY     - Date     Condition        Report By
 HZ0793  HISTORY     - 1965     MONUMENTED       CGS
 HZ0793
 HZ0793                          STATION DESCRIPTION
 HZ0793
 HZ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0793'4.8 MI NE FROM PATRIOT.
 HZ0793'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0793'OFFICE AT PATROIT, OR 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM
 HZ0793'THE COURTHOUSE AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG
 HZ0793'STATE HIGHWAY 56, THENCE 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 HZ0793'156, IN SECTION 30, T 3 N, R 1 E, 62 FEET NORTH OF THE CENTER LINE
 HZ0793'OF THE HIGHWAY, ABOUT 0.2 MILE EAST OF A FARM HOUSE, 8 FEET SOUTH
 HZ0793'OF THE SOUTH BANK OF THE OHIO RIVER, 1.2 FEET NORTH OF A METAL
 HZ0793'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 HZ0793'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0749 ***********************************************************************
 LB0749  DESIGNATION -  L 32
 LB0749  PID         -  LB0749
 LB0749  STATE/COUNTY-  IN/CLINTON
 LB0749  COUNTRY     -  US
 LB0749  USGS QUAD   -  THORNTOWN (2019)
 LB0749
 LB0749                         *CURRENT SURVEY CONTROL
 LB0749  ______________________________________________________________________
 LB0749* NAD 83(1986) POSITION- 40 14 07.     (N) 086 35 44.     (W)   SCALED
 LB0749* NAVD 88 ORTHO HEIGHT -   263.889 (meters)      865.78  (feet) ADJUSTED
 LB0749  ______________________________________________________________________
 LB0749  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 LB0749  DYNAMIC HEIGHT  -        263.750 (meters)      865.32  (feet) COMP
 LB0749  MODELED GRAVITY -    980,091.6   (mgal)                       NAVD 88
 LB0749
 LB0749  VERT ORDER      -  SECOND    CLASS 0
 LB0749
 LB0749.The horizontal coordinates were scaled from a map and have
 LB0749.an estimated accuracy of +/- 6 seconds.
 LB0749
 LB0749.The orthometric height was determined by differential leveling and
 LB0749.adjusted by the NATIONAL GEODETIC SURVEY
 LB0749.in June 1991.
 LB0749
 LB0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0749.GEOID18 height accuracy estimate available here.
 LB0749
 LB0749.Click photographs - Photos may exist for this station.
 LB0749
 LB0749.The dynamic height is computed by dividing the NAVD 88
 LB0749.geopotential number by the normal gravity value computed on the
 LB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0749.degrees latitude (g = 980.6199 gals.).
 LB0749
 LB0749.The modeled gravity was interpolated from observed gravity values.
 LB0749
 LB0749;                    North         East    Units  Estimated Accuracy
 LB0749;SPC IN W     -   553,760.      941,510.      MT  (+/- 180 meters Scaled)
 LB0749
 LB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK344539(NAD 83)
 LB0749
 LB0749                          SUPERSEDED SURVEY CONTROL
 LB0749
 LB0749  NGVD 29 (??/??/92)  263.987  (m)          866.10   (f) ADJ UNCH    2 0
 LB0749
 LB0749.Superseded values are not recommended for survey control.
 LB0749
 LB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0749.See file dsdata.pdf to determine how the superseded data were derived.
 LB0749
 LB0749_MARKER: DB = BENCH MARK DISK
 LB0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0749_STAMPING: L 32 1934
 LB0749_MARK LOGO: CGS
 LB0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0749+STABILITY: SURFACE MOTION
 LB0749
 LB0749  HISTORY     - Date     Condition        Report By
 LB0749  HISTORY     - 1934     MONUMENTED       CGS
 LB0749  HISTORY     - 20221005 MARK NOT FOUND   INDOT
 LB0749
 LB0749                          STATION DESCRIPTION
 LB0749
 LB0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0749'4.6 MI NE FROM COLFAX.
 LB0749'4.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0749'STATION AT COLFAX, CLINTON COUNTY, 0.4 MILE SOUTHWEST OF A ROAD
 LB0749'CROSSING AT MANSON, 0.3 MILE NORTHEAST OF MILEPOST 73, AT THE
 LB0749'CROSSING OF A ROAD LEADING TO A SMALL FARMHOUSE, 10 YARDS EAST
 LB0749'OF THE CENTER OF THE CROSSING, IN A SMALL GROVE OF TREES, AND
 LB0749'6 YARDS SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 LB0749'L 32 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB0749'INCHES ABOVE GROUND.
 LB0749
 LB0749                          STATION RECOVERY (2022)
 LB0749
 LB0749'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0749'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1042 ***********************************************************************
 HZ1042  DESIGNATION -  L 320
 HZ1042  PID         -  HZ1042
 HZ1042  STATE/COUNTY-  IN/JEFFERSON
 HZ1042  COUNTRY     -  US
 HZ1042  USGS QUAD   -  CARROLLTON (2019)
 HZ1042
 HZ1042                         *CURRENT SURVEY CONTROL
 HZ1042  ______________________________________________________________________
 HZ1042* NAD 83(1986) POSITION- 38 42 24.     (N) 085 13 13.     (W)   SCALED
 HZ1042* NAVD 88 ORTHO HEIGHT -   146.254 (meters)      479.84  (feet) ADJUSTED
 HZ1042  ______________________________________________________________________
 HZ1042  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 HZ1042  DYNAMIC HEIGHT  -        146.158 (meters)      479.52  (feet) COMP
 HZ1042  MODELED GRAVITY -    979,969.7   (mgal)                       NAVD 88
 HZ1042
 HZ1042  VERT ORDER      -  FIRST     CLASS II
 HZ1042
 HZ1042.The horizontal coordinates were scaled from a map and have
 HZ1042.an estimated accuracy of +/- 6 seconds.
 HZ1042
 HZ1042.The orthometric height was determined by differential leveling and
 HZ1042.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1042.in June 1991.
 HZ1042
 HZ1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1042.GEOID18 height accuracy estimate available here.
 HZ1042
 HZ1042.Click photographs - Photos may exist for this station.
 HZ1042
 HZ1042.The dynamic height is computed by dividing the NAVD 88
 HZ1042.geopotential number by the normal gravity value computed on the
 HZ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1042.degrees latitude (g = 980.6199 gals.).
 HZ1042
 HZ1042.The modeled gravity was interpolated from observed gravity values.
 HZ1042
 HZ1042;                    North         East    Units  Estimated Accuracy
 HZ1042;SPC IN E     -   384,030.      138,830.      MT  (+/- 180 meters Scaled)
 HZ1042
 HZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH547857(NAD 83)
 HZ1042
 HZ1042                          SUPERSEDED SURVEY CONTROL
 HZ1042
 HZ1042  NGVD 29 (??/??/92)  146.428  (m)          480.41   (f) ADJ UNCH    1 2
 HZ1042
 HZ1042.Superseded values are not recommended for survey control.
 HZ1042
 HZ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1042.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1042
 HZ1042_MARKER: DB = BENCH MARK DISK
 HZ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1042_STAMPING: L 320 1965
 HZ1042_MARK LOGO: CGS
 HZ1042_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1042+STABILITY: SURFACE MOTION
 HZ1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1042+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 HZ1042
 HZ1042  HISTORY     - Date     Condition        Report By
 HZ1042  HISTORY     - 1965     MONUMENTED       CGS
 HZ1042  HISTORY     - 20180404 GOOD             MCA
 HZ1042
 HZ1042                          STATION DESCRIPTION
 HZ1042
 HZ1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1042'10 MI SE FROM MADISON.
 HZ1042'9.95 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1042'AT MADISON, OR ABOUT 10.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ1042'56 FROM THE COURTHOUSE AT VEVAY, IN SECTION 18, T 3 N, R 12 E,
 HZ1042'22 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET
 HZ1042'SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A SMALL
 HZ1042'HOUSE, 2 FEET SOUTH OF A CORNER FENCE POST, 0.9 FOOT SOUTHWEST
 HZ1042'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HZ1042'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1042'3 INCHES.
 HZ1042
 HZ1042                          STATION RECOVERY (2018)
 HZ1042
 HZ1042'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1703 ***********************************************************************
 HZ1703  DESIGNATION -  L 321
 HZ1703  PID         -  HZ1703
 HZ1703  STATE/COUNTY-  IN/JEFFERSON
 HZ1703  COUNTRY     -  US
 HZ1703  USGS QUAD   -  KENT (2019)
 HZ1703
 HZ1703                         *CURRENT SURVEY CONTROL
 HZ1703  ______________________________________________________________________
 HZ1703* NAD 83(1986) POSITION- 38 42 33.     (N) 085 31 34.     (W)   SCALED
 HZ1703* NAVD 88 ORTHO HEIGHT -   225.790 (meters)      740.78  (feet) ADJUSTED
 HZ1703  ______________________________________________________________________
 HZ1703  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 HZ1703  DYNAMIC HEIGHT  -        225.640 (meters)      740.29  (feet) COMP
 HZ1703  MODELED GRAVITY -    979,960.8   (mgal)                       NAVD 88
 HZ1703
 HZ1703  VERT ORDER      -  FIRST     CLASS II
 HZ1703
 HZ1703.The horizontal coordinates were scaled from a map and have
 HZ1703.an estimated accuracy of +/- 6 seconds.
 HZ1703
 HZ1703.The orthometric height was determined by differential leveling and
 HZ1703.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1703.in June 1991.
 HZ1703
 HZ1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1703.GEOID18 height accuracy estimate available here.
 HZ1703
 HZ1703.Click photographs - Photos may exist for this station.
 HZ1703
 HZ1703.The dynamic height is computed by dividing the NAVD 88
 HZ1703.geopotential number by the normal gravity value computed on the
 HZ1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1703.degrees latitude (g = 980.6199 gals.).
 HZ1703
 HZ1703.The modeled gravity was interpolated from observed gravity values.
 HZ1703
 HZ1703;                    North         East    Units  Estimated Accuracy
 HZ1703;SPC IN E     -   384,220.      112,230.      MT  (+/- 180 meters Scaled)
 HZ1703
 HZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH281855(NAD 83)
 HZ1703
 HZ1703                          SUPERSEDED SURVEY CONTROL
 HZ1703
 HZ1703  NGVD 29 (??/??/92)  225.951  (m)          741.31   (f) ADJ UNCH    1 2
 HZ1703
 HZ1703.Superseded values are not recommended for survey control.
 HZ1703
 HZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1703.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1703
 HZ1703_MARKER: DB = BENCH MARK DISK
 HZ1703_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1703_STAMPING: L 321 1965
 HZ1703_MARK LOGO: CGS
 HZ1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1703+STABILITY: POSITION/ELEVATION WELL
 HZ1703
 HZ1703  HISTORY     - Date     Condition        Report By
 HZ1703  HISTORY     - 1965     MONUMENTED       CGS
 HZ1703
 HZ1703                          STATION DESCRIPTION
 HZ1703
 HZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1703'3.2 MI W FROM HANOVER.
 HZ1703'3.2 MILES WEST ALONG STATE HIGHWAY 56 AND 62 FROM THE METHODIST
 HZ1703'CHURCH AT HANOVER, IN SECTION 9, T 3 N, R 9 E, 125 YARDS EAST
 HZ1703'OF THE JUNCTION OF STATE HIGHWAY 62 LEADING SOUTH AND 56 LEADING
 HZ1703'WEST, 75 YARDS WEST OF THE WEST END OF A BRIDGE OVER A CREEK,
 HZ1703'20 FEET NORTH OF THE CENTER LINE OF A HIGHWAY, 3 FEET SOUTHEAST
 HZ1703'OF A 12-INCH LOCUST TREE WITH WITNESS SHIELD ON THE SOUTH SIDE,
 HZ1703'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN A
 HZ1703'ROCK OUTCROPING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1623 ***********************************************************************
 HZ1623  DESIGNATION -  L 322
 HZ1623  PID         -  HZ1623
 HZ1623  STATE/COUNTY-  IN/CLARK
 HZ1623  COUNTRY     -  US
 HZ1623  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1623
 HZ1623                         *CURRENT SURVEY CONTROL
 HZ1623  ______________________________________________________________________
 HZ1623* NAD 83(1986) POSITION- 38 20 59.     (N) 085 38 39.     (W)   SCALED
 HZ1623* NAVD 88 ORTHO HEIGHT -   133.778 (meters)      438.90  (feet) ADJUSTED
 HZ1623  ______________________________________________________________________
 HZ1623  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 HZ1623  DYNAMIC HEIGHT  -        133.689 (meters)      438.61  (feet) COMP
 HZ1623  MODELED GRAVITY -    979,959.1   (mgal)                       NAVD 88
 HZ1623
 HZ1623  VERT ORDER      -  FIRST     CLASS II
 HZ1623
 HZ1623.The horizontal coordinates were scaled from a map and have
 HZ1623.an estimated accuracy of +/- 6 seconds.
 HZ1623
 HZ1623.The orthometric height was determined by differential leveling and
 HZ1623.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1623.in June 1991.
 HZ1623
 HZ1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1623.GEOID18 height accuracy estimate available here.
 HZ1623
 HZ1623.Click photographs - Photos may exist for this station.
 HZ1623
 HZ1623.The dynamic height is computed by dividing the NAVD 88
 HZ1623.geopotential number by the normal gravity value computed on the
 HZ1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1623.degrees latitude (g = 980.6199 gals.).
 HZ1623
 HZ1623.The modeled gravity was interpolated from observed gravity values.
 HZ1623
 HZ1623;                    North         East    Units  Estimated Accuracy
 HZ1623;SPC IN E     -   344,310.      101,970.      MT  (+/- 180 meters Scaled)
 HZ1623
 HZ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH184454(NAD 83)
 HZ1623
 HZ1623                          SUPERSEDED SURVEY CONTROL
 HZ1623
 HZ1623  NGVD 29 (??/??/92)  133.934  (m)          439.42   (f) ADJ UNCH    1 2
 HZ1623
 HZ1623.Superseded values are not recommended for survey control.
 HZ1623
 HZ1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1623.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1623
 HZ1623_MARKER: DB = BENCH MARK DISK
 HZ1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1623_SP_SET: FOUNDATION
 HZ1623_STAMPING: L 322 1965
 HZ1623_MARK LOGO: CGS
 HZ1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1623
 HZ1623  HISTORY     - Date     Condition        Report By
 HZ1623  HISTORY     - 1965     MONUMENTED       CGS
 HZ1623
 HZ1623                          STATION DESCRIPTION
 HZ1623
 HZ1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1623'1.3 MI NE FROM UTICA.
 HZ1623'ABOUT 0.3 MILE NORTHEAST ALONG THE UTICA PIKE ROAD FROM THE
 HZ1623'CHRISTIAN CHURCH AT UTICA, THENCE 1 MILE NORTHEAST ALONG RIVER
 HZ1623'ROAD, AT THE LOUISVILLE SAND AND GRAVEL COMPANY LOADING PIT, 42
 HZ1623'FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 HZ1623'WEST FOUNDATION OF A TRUCK LOADING BIN, 7 FEET SOUTH OF THE SOUTHWEST
 HZ1623'LEG OF THE BIN, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 HZ1623'FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1583 ***********************************************************************
 HZ1583  DESIGNATION -  L 323
 HZ1583  PID         -  HZ1583
 HZ1583  STATE/COUNTY-  IN/HARRISON
 HZ1583  COUNTRY     -  US
 HZ1583  USGS QUAD   -  LANESVILLE (2019)
 HZ1583
 HZ1583                         *CURRENT SURVEY CONTROL
 HZ1583  ______________________________________________________________________
 HZ1583* NAD 83(1986) POSITION- 38 08 12.     (N) 085 54 46.     (W)   SCALED
 HZ1583* NAVD 88 ORTHO HEIGHT -   137.636 (meters)      451.56  (feet) ADJUSTED
 HZ1583  ______________________________________________________________________
 HZ1583  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 HZ1583  DYNAMIC HEIGHT  -        137.542 (meters)      451.25  (feet) COMP
 HZ1583  MODELED GRAVITY -    979,940.5   (mgal)                       NAVD 88
 HZ1583
 HZ1583  VERT ORDER      -  FIRST     CLASS II
 HZ1583
 HZ1583.The horizontal coordinates were scaled from a map and have
 HZ1583.an estimated accuracy of +/- 6 seconds.
 HZ1583
 HZ1583.The orthometric height was determined by differential leveling and
 HZ1583.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1583.in June 1991.
 HZ1583
 HZ1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1583.GEOID18 height accuracy estimate available here.
 HZ1583
 HZ1583.Click photographs - Photos may exist for this station.
 HZ1583
 HZ1583.The dynamic height is computed by dividing the NAVD 88
 HZ1583.geopotential number by the normal gravity value computed on the
 HZ1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1583.degrees latitude (g = 980.6199 gals.).
 HZ1583
 HZ1583.The modeled gravity was interpolated from observed gravity values.
 HZ1583
 HZ1583;                    North         East    Units  Estimated Accuracy
 HZ1583;SPC IN E     -   320,690.       78,420.      MT  (+/- 180 meters Scaled)
 HZ1583
 HZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH952215(NAD 83)
 HZ1583
 HZ1583                          SUPERSEDED SURVEY CONTROL
 HZ1583
 HZ1583  NGVD 29 (??/??/92)  137.769  (m)          452.00   (f) ADJ UNCH    1 2
 HZ1583
 HZ1583.Superseded values are not recommended for survey control.
 HZ1583
 HZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1583.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1583
 HZ1583_MARKER: DB = BENCH MARK DISK
 HZ1583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1583_STAMPING: L 323 1965
 HZ1583_MARK LOGO: CGS
 HZ1583_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1583
 HZ1583  HISTORY     - Date     Condition        Report By
 HZ1583  HISTORY     - 1965     MONUMENTED       CGS
 HZ1583
 HZ1583                          STATION DESCRIPTION
 HZ1583
 HZ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1583'7.5 MI N FROM ROSEWOOD.
 HZ1583'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1583'METHODIST CHURCH AT ROSEWOOD, THENCE 7.2 MILES NORTH ALONG STATE
 HZ1583'HIGHWAY 111, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HZ1583'61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 72 FEET
 HZ1583'WEST AND ACROSS THE HIGHWAY FROM A POWER POLE BEARING A
 HZ1583'TRANSFORMER, 11 FEET SOUTHWEST OF A 36-INCH BOX ELDER TREE, 10
 HZ1583'FEET NORTHWEST OF A 10-INCH ASH TREE, 0.7 FOOT WEST OF A METAL
 HZ1583'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 HZ1583'IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH CAST
 HZ1583'IRON PIPE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0466 ***********************************************************************
 JA0466  DESIGNATION -  L 324
 JA0466  PID         -  JA0466
 JA0466  STATE/COUNTY-  IN/HARRISON
 JA0466  COUNTRY     -  US
 JA0466  USGS QUAD   -  MAUCKPORT (2019)
 JA0466
 JA0466                         *CURRENT SURVEY CONTROL
 JA0466  ______________________________________________________________________
 JA0466* NAD 83(1986) POSITION- 38 02 00.     (N) 086 12 54.     (W)   SCALED
 JA0466* NAVD 88 ORTHO HEIGHT -   136.802 (meters)      448.82  (feet) ADJUSTED
 JA0466  ______________________________________________________________________
 JA0466  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 JA0466  DYNAMIC HEIGHT  -        136.706 (meters)      448.51  (feet) COMP
 JA0466  MODELED GRAVITY -    979,923.2   (mgal)                       NAVD 88
 JA0466
 JA0466  VERT ORDER      -  FIRST     CLASS II
 JA0466
 JA0466.The horizontal coordinates were scaled from a map and have
 JA0466.an estimated accuracy of +/- 6 seconds.
 JA0466
 JA0466.The orthometric height was determined by differential leveling and
 JA0466.adjusted by the NATIONAL GEODETIC SURVEY
 JA0466.in June 1991.
 JA0466
 JA0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0466.GEOID18 height accuracy estimate available here.
 JA0466
 JA0466.Click photographs - Photos may exist for this station.
 JA0466
 JA0466.The dynamic height is computed by dividing the NAVD 88
 JA0466.geopotential number by the normal gravity value computed on the
 JA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0466.degrees latitude (g = 980.6199 gals.).
 JA0466
 JA0466.The modeled gravity was interpolated from observed gravity values.
 JA0466
 JA0466;                    North         East    Units  Estimated Accuracy
 JA0466;SPC IN E     -   309,340.       51,860.      MT  (+/- 180 meters Scaled)
 JA0466
 JA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH688098(NAD 83)
 JA0466
 JA0466                          SUPERSEDED SURVEY CONTROL
 JA0466
 JA0466  NGVD 29 (??/??/92)  136.915  (m)          449.20   (f) ADJ UNCH    1 2
 JA0466
 JA0466.Superseded values are not recommended for survey control.
 JA0466
 JA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0466.See file dsdata.pdf to determine how the superseded data were derived.
 JA0466
 JA0466_MARKER: DB = BENCH MARK DISK
 JA0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0466_SP_SET: CULVERT HEADWALL
 JA0466_STAMPING: L 324 1965
 JA0466_MARK LOGO: CGS
 JA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0466+STABILITY: SURFACE MOTION
 JA0466
 JA0466  HISTORY     - Date     Condition        Report By
 JA0466  HISTORY     - 1965     MONUMENTED       CGS
 JA0466
 JA0466                          STATION DESCRIPTION
 JA0466
 JA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0466'1.7 MI NW FROM MAUCKPORT.
 JA0466'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0466'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0466'ALONG OLD STATE HIGHWAY 135, THENCE 1.05 MILE NORTHWEST ALONG
 JA0466'THE RIVER ROAD BETWEEN MAUCKPORT AND NEW AMSTERDAM, IN SECTION
 JA0466'32, T 5 S, R 3 E, 146 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA0466'HOUSE BELONGING TO MR. TIMBERLAKE, 9 FEET SOUTH OF THE CENTER
 JA0466'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST
 JA0466'CONCRETE ABUTMENT OF A CONCRETE CULVERT, 1.4 FEET NORTH OF A
 JA0466'METAL WITNESS POST, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JA0466'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1100 ***********************************************************************
 HA1100  DESIGNATION -  L 325
 HA1100  PID         -  HA1100
 HA1100  STATE/COUNTY-  IN/VANDERBURGH
 HA1100  COUNTRY     -  US
 HA1100  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1100
 HA1100                         *CURRENT SURVEY CONTROL
 HA1100  ______________________________________________________________________
 HA1100* NAD 83(1986) POSITION- 37 55 45.     (N) 087 39 20.     (W)   SCALED
 HA1100* NAVD 88 ORTHO HEIGHT -   110.608 (meters)      362.89  (feet) ADJUSTED
 HA1100  ______________________________________________________________________
 HA1100  GEOID HEIGHT    -        -30.856 (meters)                     GEOID18
 HA1100  DYNAMIC HEIGHT  -        110.531 (meters)      362.63  (feet) COMP
 HA1100  MODELED GRAVITY -    979,933.9   (mgal)                       NAVD 88
 HA1100
 HA1100  VERT ORDER      -  FIRST     CLASS II
 HA1100
 HA1100.The horizontal coordinates were scaled from a map and have
 HA1100.an estimated accuracy of +/- 6 seconds.
 HA1100
 HA1100.The orthometric height was determined by differential leveling and
 HA1100.adjusted by the NATIONAL GEODETIC SURVEY
 HA1100.in June 1991.
 HA1100
 HA1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1100.GEOID18 height accuracy estimate available here.
 HA1100
 HA1100.Click photographs - Photos may exist for this station.
 HA1100
 HA1100.The dynamic height is computed by dividing the NAVD 88
 HA1100.geopotential number by the normal gravity value computed on the
 HA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1100.degrees latitude (g = 980.6199 gals.).
 HA1100
 HA1100.The modeled gravity was interpolated from observed gravity values.
 HA1100
 HA1100;                    North         East    Units  Estimated Accuracy
 HA1100;SPC IN W     -   297,790.      849,690.      MT  (+/- 180 meters Scaled)
 HA1100
 HA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG423981(NAD 83)
 HA1100
 HA1100                          SUPERSEDED SURVEY CONTROL
 HA1100
 HA1100  NGVD 29 (??/??/92)  110.704  (m)          363.20   (f) ADJ UNCH    1 2
 HA1100
 HA1100.Superseded values are not recommended for survey control.
 HA1100
 HA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1100.See file dsdata.pdf to determine how the superseded data were derived.
 HA1100
 HA1100_MARKER: DB = BENCH MARK DISK
 HA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1100_STAMPING: L 325 1965
 HA1100_MARK LOGO: CGS
 HA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1100+STABILITY: SURFACE MOTION
 HA1100
 HA1100  HISTORY     - Date     Condition        Report By
 HA1100  HISTORY     - 1965     MONUMENTED       CGS
 HA1100  HISTORY     - 1987     GOOD             USPSQD
 HA1100  HISTORY     - 19981107 GOOD             USPSQD
 HA1100
 HA1100                          STATION DESCRIPTION
 HA1100
 HA1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1100'8 MI SW FROM EVANSVILLE.
 HA1100'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1100'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1100'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1100'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES SOUTH
 HA1100'ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG
 HA1100'BROADWAY, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE, THENCE
 HA1100'2.2 MILES SOUTHWEST ALONG HENDERSON ROAD, THENCE 1.65 MILES
 HA1100'NORTHWEST ALONG BAYOU CREEK ROAD, IN SECTION 8, T 7 S, R 11 W,
 HA1100'0.1 MILE NORTHWEST OF THE JUNCTION WITH SEMINARY ROAD, 102 YARDS
 HA1100'NORTHWEST OF THE NORTHWEST CORNER OF A NARROW CONCRETE BRIDGE
 HA1100'OVER BAYOU CREEK, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HA1100'10 1/2 FEET SOUTH OF A 16-INCH OAK TREE, 2 FEET SOUTHWEST OF A
 HA1100'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 HA1100'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA1100
 HA1100                          STATION RECOVERY (1987)
 HA1100
 HA1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1100'RECOVERED IN GOOD CONDITION.
 HA1100
 HA1100                          STATION RECOVERY (1998)
 HA1100
 HA1100'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0718 ***********************************************************************
 HA0718  DESIGNATION -  L 326
 HA0718  PID         -  HA0718
 HA0718  STATE/COUNTY-  IN/WARRICK
 HA0718  COUNTRY     -  US
 HA0718  USGS QUAD   -  YANKEETOWN (2019)
 HA0718
 HA0718                         *CURRENT SURVEY CONTROL
 HA0718  ______________________________________________________________________
 HA0718* NAD 83(1986) POSITION- 37 55 55.     (N) 087 21 16.     (W)   SCALED
 HA0718* NAVD 88 ORTHO HEIGHT -   117.379 (meters)      385.10  (feet) ADJUSTED
 HA0718  ______________________________________________________________________
 HA0718  GEOID HEIGHT    -        -31.079 (meters)                     GEOID18
 HA0718  DYNAMIC HEIGHT  -        117.299 (meters)      384.84  (feet) COMP
 HA0718  MODELED GRAVITY -    979,940.1   (mgal)                       NAVD 88
 HA0718
 HA0718  VERT ORDER      -  FIRST     CLASS II
 HA0718
 HA0718.The horizontal coordinates were scaled from a map and have
 HA0718.an estimated accuracy of +/- 6 seconds.
 HA0718
 HA0718.The orthometric height was determined by differential leveling and
 HA0718.adjusted by the NATIONAL GEODETIC SURVEY
 HA0718.in June 1991.
 HA0718
 HA0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0718.GEOID18 height accuracy estimate available here.
 HA0718
 HA0718.Click photographs - Photos may exist for this station.
 HA0718
 HA0718.The dynamic height is computed by dividing the NAVD 88
 HA0718.geopotential number by the normal gravity value computed on the
 HA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0718.degrees latitude (g = 980.6199 gals.).
 HA0718
 HA0718.The modeled gravity was interpolated from observed gravity values.
 HA0718
 HA0718;                    North         East    Units  Estimated Accuracy
 HA0718;SPC IN W     -   297,980.      876,170.      MT  (+/- 180 meters Scaled)
 HA0718
 HA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG688983(NAD 83)
 HA0718
 HA0718                          SUPERSEDED SURVEY CONTROL
 HA0718
 HA0718  NGVD 29 (??/??/92)  117.468  (m)          385.39   (f) ADJ UNCH    1 2
 HA0718
 HA0718.Superseded values are not recommended for survey control.
 HA0718
 HA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0718.See file dsdata.pdf to determine how the superseded data were derived.
 HA0718
 HA0718_MARKER: DB = BENCH MARK DISK
 HA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0718_STAMPING: L 326 1965
 HA0718_MARK LOGO: CGS
 HA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0718+STABILITY: SURFACE MOTION
 HA0718
 HA0718  HISTORY     - Date     Condition        Report By
 HA0718  HISTORY     - 1965     MONUMENTED       CGS
 HA0718
 HA0718                          STATION DESCRIPTION
 HA0718
 HA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0718'2.7 MI E FROM NEWBURGH.
 HA0718'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 662 FROM THE LOCK AND
 HA0718'DAM NUMBER 47 AT NEWBURGH, THENCE 1.25 MILES EAST ALONG STATE
 HA0718'HIGHWAY 66, OR ABOUT 1.55 MILES WEST ALONG A PAVED ROAD FROM THE
 HA0718'JUNCTION OF STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.45
 HA0718'MILE NORTH ALONG A PAVED ROAD, THENCE 1.85 MILES WEST ALONG STATE
 HA0718'HIGHWAY 66, IN SECTION 7, T 7 S, R 8 W, 128 FEET NORTH OF THE
 HA0718'CENTER LINE OF A NEW PORTION OF STATE HIGHWAY 66, 74 FEET EAST
 HA0718'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 190 FEET EAST OF POWER
 HA0718'POLE NUMBER 65489 WHICH IS BRACED BY 2 GUY WIRES, 8 1/2 FEET
 HA0718'EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.5 FEET WEST
 HA0718'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 HA0718'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HA0718'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0513 ***********************************************************************
 JA0513  DESIGNATION -  L 327
 JA0513  PID         -  JA0513
 JA0513  STATE/COUNTY-  IN/PERRY
 JA0513  COUNTRY     -  US
 JA0513  USGS QUAD   -  ALTON (2019)
 JA0513
 JA0513                         *CURRENT SURVEY CONTROL
 JA0513  ______________________________________________________________________
 JA0513* NAD 83(1986) POSITION- 38 04 38.     (N) 086 29 23.     (W)   SCALED
 JA0513* NAVD 88 ORTHO HEIGHT -   128.807 (meters)      422.59  (feet) ADJUSTED
 JA0513  ______________________________________________________________________
 JA0513  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 JA0513  DYNAMIC HEIGHT  -        128.715 (meters)      422.29  (feet) COMP
 JA0513  MODELED GRAVITY -    979,916.6   (mgal)                       NAVD 88
 JA0513
 JA0513  VERT ORDER      -  FIRST     CLASS II
 JA0513
 JA0513.The horizontal coordinates were scaled from a map and have
 JA0513.an estimated accuracy of +/- 6 seconds.
 JA0513
 JA0513.The orthometric height was determined by differential leveling and
 JA0513.adjusted by the NATIONAL GEODETIC SURVEY
 JA0513.in June 1991.
 JA0513
 JA0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0513.GEOID18 height accuracy estimate available here.
 JA0513
 JA0513.Click photographs - Photos may exist for this station.
 JA0513
 JA0513.The dynamic height is computed by dividing the NAVD 88
 JA0513.geopotential number by the normal gravity value computed on the
 JA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0513.degrees latitude (g = 980.6199 gals.).
 JA0513
 JA0513.The modeled gravity was interpolated from observed gravity values.
 JA0513
 JA0513;                    North         East    Units  Estimated Accuracy
 JA0513;SPC IN W     -   314,230.      952,080.      MT  (+/- 180 meters Scaled)
 JA0513
 JA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447145(NAD 83)
 JA0513
 JA0513                          SUPERSEDED SURVEY CONTROL
 JA0513
 JA0513  NGVD 29 (??/??/92)  128.910  (m)          422.93   (f) ADJ UNCH    1 2
 JA0513
 JA0513.Superseded values are not recommended for survey control.
 JA0513
 JA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0513.See file dsdata.pdf to determine how the superseded data were derived.
 JA0513
 JA0513_MARKER: DB = BENCH MARK DISK
 JA0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0513_STAMPING: L 327 1965
 JA0513_MARK LOGO: CGS
 JA0513_PROJECTION: PROJECTING 20 CENTIMETERS
 JA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0513+STABILITY: SURFACE MOTION
 JA0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0513+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 JA0513
 JA0513  HISTORY     - Date     Condition        Report By
 JA0513  HISTORY     - 1965     MONUMENTED       CGS
 JA0513  HISTORY     - 20170218 GOOD             GEOCAC
 JA0513  HISTORY     - 20230801 POOR             INDOT
 JA0513
 JA0513                          STATION DESCRIPTION
 JA0513
 JA0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0513'5 MI NE FROM DERBY.
 JA0513'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0513'DERBY, THENCE 4.85 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0513'THE SECTION 14, T 5 S, R 1 W, 45 FEET NORTH OF THE CENTER LINE
 JA0513'OF THE HIGHWAY, 151 FEET EAST OF THE SOUTHEAST CORNER OF A
 JA0513'HOUSE, 15 FEET NORTHWEST OF A 24-INCH OAK TREE, 1.3 FEET NORTH
 JA0513'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN
 JA0513'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0513
 JA0513                          STATION RECOVERY (2017)
 JA0513
 JA0513'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0513'MARK RECOVERED IN GOOD CONDITION
 JA0513
 JA0513                          STATION RECOVERY (2023)
 JA0513
 JA0513'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0513'HAS BEEN DUG UP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0554 ***********************************************************************
 JA0554  DESIGNATION -  L 328
 JA0554  PID         -  JA0554
 JA0554  STATE/COUNTY-  IN/DUBOIS
 JA0554  COUNTRY     -  US
 JA0554  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0554
 JA0554                         *CURRENT SURVEY CONTROL
 JA0554  ______________________________________________________________________
 JA0554* NAD 83(1986) POSITION- 38 18 23.     (N) 086 46 08.     (W)   SCALED
 JA0554* NAVD 88 ORTHO HEIGHT -   158.265 (meters)      519.24  (feet) ADJUSTED
 JA0554  ______________________________________________________________________
 JA0554  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 JA0554  DYNAMIC HEIGHT  -        158.156 (meters)      518.88  (feet) COMP
 JA0554  MODELED GRAVITY -    979,940.5   (mgal)                       NAVD 88
 JA0554
 JA0554  VERT ORDER      -  FIRST     CLASS II
 JA0554
 JA0554.The horizontal coordinates were scaled from a map and have
 JA0554.an estimated accuracy of +/- 6 seconds.
 JA0554
 JA0554.The orthometric height was determined by differential leveling and
 JA0554.adjusted by the NATIONAL GEODETIC SURVEY
 JA0554.in June 1991.
 JA0554
 JA0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0554.GEOID18 height accuracy estimate available here.
 JA0554
 JA0554.Click photographs - Photos may exist for this station.
 JA0554
 JA0554.The dynamic height is computed by dividing the NAVD 88
 JA0554.geopotential number by the normal gravity value computed on the
 JA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0554.degrees latitude (g = 980.6199 gals.).
 JA0554
 JA0554.The modeled gravity was interpolated from observed gravity values.
 JA0554
 JA0554;                    North         East    Units  Estimated Accuracy
 JA0554;SPC IN W     -   339,550.      927,500.      MT  (+/- 180 meters Scaled)
 JA0554
 JA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH202398(NAD 83)
 JA0554
 JA0554                          SUPERSEDED SURVEY CONTROL
 JA0554
 JA0554  NGVD 29 (??/??/92)  158.375  (m)          519.60   (f) ADJ UNCH    1 2
 JA0554
 JA0554.Superseded values are not recommended for survey control.
 JA0554
 JA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0554.See file dsdata.pdf to determine how the superseded data were derived.
 JA0554
 JA0554_MARKER: DB = BENCH MARK DISK
 JA0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0554_SP_SET: CULVERT HEADWALL
 JA0554_STAMPING: L 328 1965
 JA0554_MARK LOGO: CGS
 JA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0554+STABILITY: SURFACE MOTION
 JA0554
 JA0554  HISTORY     - Date     Condition        Report By
 JA0554  HISTORY     - 1965     MONUMENTED       CGS
 JA0554
 JA0554                          STATION DESCRIPTION
 JA0554
 JA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0554'5 MI W FROM BIRDSEYE.
 JA0554'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0554'AT BIRDSEYE, THENCE 4.85 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0554'16 RAILS EAST OF MILEPOST 209, 23 FEET SOUTHEAST OF THE SOUTHEAST
 JA0554'RAIL, SET IN THE CENTER OF THE TOP OF THE HEADWALL OF A CONCRETE
 JA0554'CULVERT, 12 FEET NORTHWEST OF A 24-INCH BLACK WALNUT TREE, 75
 JA0554'FEET SOUTHEAST OF TELEPHONE POLE NUMBER 90 AA, 9 FEET NORTHWEST
 JA0554'OF A FENCE, ABOUT 7 FEET BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0638 ***********************************************************************
 JA0638  DESIGNATION -  L 329
 JA0638  PID         -  JA0638
 JA0638  STATE/COUNTY-  IN/SPENCER
 JA0638  COUNTRY     -  US
 JA0638  USGS QUAD   -  FULDA (2019)
 JA0638
 JA0638                         *CURRENT SURVEY CONTROL
 JA0638  ______________________________________________________________________
 JA0638* NAD 83(1986) POSITION- 38 00 05.4    (N) 086 50 59.8    (W)   HD_HELD2
 JA0638* NAVD 88 ORTHO HEIGHT -   123.602 (meters)      405.52  (feet) ADJUSTED
 JA0638  ______________________________________________________________________
 JA0638  GEOID HEIGHT    -        -31.823 (meters)                     GEOID18
 JA0638  DYNAMIC HEIGHT  -        123.518 (meters)      405.24  (feet) COMP
 JA0638  MODELED GRAVITY -    979,943.8   (mgal)                       NAVD 88
 JA0638
 JA0638  VERT ORDER      -  FIRST     CLASS II
 JA0638
 JA0638.The horizontal coordinates were established by autonomous hand held GPS
 JA0638.observations and have an estimated accuracy of +/- 10 meters.
 JA0638
 JA0638.The orthometric height was determined by differential leveling and
 JA0638.adjusted by the NATIONAL GEODETIC SURVEY
 JA0638.in June 1991.
 JA0638
 JA0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0638.GEOID18 height accuracy estimate available here.
 JA0638
 JA0638.Click photographs - Photos may exist for this station.
 JA0638
 JA0638.The dynamic height is computed by dividing the NAVD 88
 JA0638.geopotential number by the normal gravity value computed on the
 JA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0638.degrees latitude (g = 980.6199 gals.).
 JA0638
 JA0638.The modeled gravity was interpolated from observed gravity values.
 JA0638
 JA0638;                    North         East    Units  Estimated Accuracy
 JA0638;SPC IN W     -   305,686.      920,498.      MT  (+/- 10 meters HH2 GPS)
 JA0638
 JA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1317405992(NAD 83)
 JA0638
 JA0638                          SUPERSEDED SURVEY CONTROL
 JA0638
 JA0638  NGVD 29 (??/??/92)  123.711  (m)          405.88   (f) ADJ UNCH    1 2
 JA0638
 JA0638.Superseded values are not recommended for survey control.
 JA0638
 JA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0638.See file dsdata.pdf to determine how the superseded data were derived.
 JA0638
 JA0638_MARKER: DB = BENCH MARK DISK
 JA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0638_STAMPING: L 329 1965
 JA0638_MARK LOGO: CGS
 JA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0638+STABILITY: SURFACE MOTION
 JA0638
 JA0638  HISTORY     - Date     Condition        Report By
 JA0638  HISTORY     - 1965     MONUMENTED       CGS
 JA0638  HISTORY     - 20111130 GOOD             GEOCAC
 JA0638
 JA0638                          STATION DESCRIPTION
 JA0638
 JA0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0638'2.7 MI NW FROM TROY.
 JA0638'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 JA0638'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 16, T 6 S, R 4 W, 0.45
 JA0638'MILES EAST OF THE JUNCTION OF STATE HIGHWAY 66 AND STATE HIGHWAY
 JA0638'70, 154 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE, 60
 JA0638'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 68 FEET WEST OF
 JA0638'TELEPHONE POLE NUMBER 1939, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST
 JA0638'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JA0638'PROJECTING 6 INCHES.
 JA0638
 JA0638                          STATION RECOVERY (2011)
 JA0638
 JA0638'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA0638'COORDINATES  N  38  00.090     W  086   50.997
 JA0638'THE MONUMENT WAS FOUND IN GOOD CONDITION. THE UTILITY POLE MENTIONED
 JA0638'IN THE WRITTEN CONDITION HAS SINCE BEEN RELOCATED, BUT THE PRIVATE
 JA0638'DRIVE IS STILL IN EXISTENCE. THE WITNESS POST IS VISIBLE FROM THE
 JA0638'NEARBY HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0896 ***********************************************************************
 KA0896  DESIGNATION -  L 33
 KA0896  PID         -  KA0896
 KA0896  STATE/COUNTY-  IN/PARKE
 KA0896  COUNTRY     -  US
 KA0896  USGS QUAD   -  ROCKVILLE (2019)
 KA0896
 KA0896                         *CURRENT SURVEY CONTROL
 KA0896  ______________________________________________________________________
 KA0896* NAD 83(1986) POSITION- 39 46 25.     (N) 087 10 18.     (W)   SCALED
 KA0896* NAVD 88 ORTHO HEIGHT -   178.833 (meters)      586.72  (feet) ADJUSTED
 KA0896  ______________________________________________________________________
 KA0896  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 KA0896  DYNAMIC HEIGHT  -        178.732 (meters)      586.39  (feet) COMP
 KA0896  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 KA0896
 KA0896  VERT ORDER      -  SECOND    CLASS 0
 KA0896
 KA0896.The horizontal coordinates were scaled from a map and have
 KA0896.an estimated accuracy of +/- 6 seconds.
 KA0896
 KA0896.The orthometric height was determined by differential leveling and
 KA0896.adjusted by the NATIONAL GEODETIC SURVEY
 KA0896.in June 1991.
 KA0896
 KA0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0896.GEOID18 height accuracy estimate available here.
 KA0896
 KA0896.Click photographs - Photos may exist for this station.
 KA0896
 KA0896.The dynamic height is computed by dividing the NAVD 88
 KA0896.geopotential number by the normal gravity value computed on the
 KA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0896.degrees latitude (g = 980.6199 gals.).
 KA0896
 KA0896.The modeled gravity was interpolated from observed gravity values.
 KA0896
 KA0896;                    North         East    Units  Estimated Accuracy
 KA0896;SPC IN W     -   502,390.      892,430.      MT  (+/- 180 meters Scaled)
 KA0896
 KA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK852026(NAD 83)
 KA0896
 KA0896                          SUPERSEDED SURVEY CONTROL
 KA0896
 KA0896  NGVD 29 (??/??/92)  178.931  (m)          587.04   (f) ADJ UNCH    2 0
 KA0896
 KA0896.Superseded values are not recommended for survey control.
 KA0896
 KA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0896.See file dsdata.pdf to determine how the superseded data were derived.
 KA0896
 KA0896_MARKER: DB = BENCH MARK DISK
 KA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0896_STAMPING: L 33 1934
 KA0896_MARK LOGO: CGS
 KA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0896+STABILITY: SURFACE MOTION
 KA0896
 KA0896  HISTORY     - Date     Condition        Report By
 KA0896  HISTORY     - 1934     MONUMENTED       CGS
 KA0896  HISTORY     - 1935     GOOD             CGS
 KA0896
 KA0896                          STATION DESCRIPTION
 KA0896
 KA0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0896'3.4 MI N FROM ROCKVILLE.
 KA0896'3.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0896'AT ROCKVILLE, PARKE COUNTY, 0.3 MILE NORTH OF MILEPOST 26, 30
 KA0896'RAILS SOUTH OF SECTION POST 25-56, 11 RAILS NORTH OF THE CROSSING
 KA0896'OF A SMALL FARM ROAD, 9 YARDS WEST OF THE WEST RAIL, AND 1 YARD
 KA0896'EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED L 33 1934 AND
 KA0896'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2389 ***********************************************************************
 LB2389  DESIGNATION -  L 33 CASS INHC
 LB2389  PID         -  LB2389
 LB2389  STATE/COUNTY-  IN/CASS
 LB2389  COUNTRY     -  US
 LB2389  USGS QUAD   -  ONWARD (2019)
 LB2389
 LB2389                         *CURRENT SURVEY CONTROL
 LB2389  ______________________________________________________________________
 LB2389* NAD 83(1997) POSITION- 40 38 06.01670(N) 086 13 28.21404(W)   ADJUSTED
 LB2389* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LB2389  ______________________________________________________________________
 LB2389  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 LB2389  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 LB2389  HORZ ORDER      -  SECOND
 LB2389
 LB2389.The horizontal coordinates were established by classical geodetic methods
 LB2389.and adjusted by the National Geodetic Survey in May 1999.
 LB2389
 LB2389.The orthometric height was scaled from a topographic map.
 LB2389
 LB2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2389.GEOID18 height accuracy estimate available here.
 LB2389
 LB2389.Click photographs - Photos may exist for this station.
 LB2389
 LB2389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2389
 LB2389. The following values were computed from the NAD 83(1997) position.
 LB2389
 LB2389;                    North         East     Units Scale Factor Converg.
 LB2389;SPC IN E     -   598,176.281    52,809.768   MT  0.99999407   -0 21 47.8
 LB2389;SPC IN E     - 1,962,516.68    173,260.05   sFT  0.99999407   -0 21 47.8
 LB2389;UTM  16      - 4,498,529.433   565,579.174   MT  0.99965293   +0 30 18.2
 LB2389
 LB2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2389!SPC IN E     -   0.99996744  x   0.99999407  =   0.99996151
 LB2389!UTM  16      -   0.99996744  x   0.99965293  =   0.99962038
 LB2389
 LB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6557998529(NAD 83)
 LB2389
 LB2389                          SUPERSEDED SURVEY CONTROL
 LB2389
 LB2389  NAD 83(1986)-  40 38 06.02143(N)    086 13 28.22587(W) AD(       ) 2
 LB2389  NAD 27      -  40 38 05.88180(N)    086 13 28.23940(W) AD(       ) 2
 LB2389
 LB2389.Superseded values are not recommended for survey control.
 LB2389
 LB2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2389.See file dsdata.pdf to determine how the superseded data were derived.
 LB2389
 LB2389_MARKER: DB = BENCH MARK DISK
 LB2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2389
 LB2389  HISTORY     - Date     Condition        Report By
 LB2389  HISTORY     - 1954     MONUMENTED       INHD
 LB2389
 LB2389                          STATION DESCRIPTION
 LB2389
 LB2389'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1954 (ELJ)
 LB2389'L 33 CASS (STATE HIGHWAY) B. M. IS 77 FEET SOUTHWEST OF THE CENTER
 LB2389'OF THE HIGHWAY, 87 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 LB2389'2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS AN 8 X 8 INCH
 LB2389'CONCRETE POST PROJECTING ABOUT 8 INCHES WITH A BRONZE STATE
 LB2389'HIGHWAY COMMISSION OF INDIANA SURVEY BENCH MARK DISK IN THE TOP
 LB2389'STAMPED L 33 CASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0634 ***********************************************************************
 JA0634  DESIGNATION -  L 330
 JA0634  PID         -  JA0634
 JA0634  STATE/COUNTY-  IN/PERRY
 JA0634  COUNTRY     -  US
 JA0634  USGS QUAD   -  DERBY (2019)
 JA0634
 JA0634                         *CURRENT SURVEY CONTROL
 JA0634  ______________________________________________________________________
 JA0634* NAD 83(1986) POSITION- 38 00 02.     (N) 086 31 57.     (W)   SCALED
 JA0634* NAVD 88 ORTHO HEIGHT -   123.588 (meters)      405.47  (feet) ADJUSTED
 JA0634  ______________________________________________________________________
 JA0634  GEOID HEIGHT    -        -32.584 (meters)                     GEOID18
 JA0634  DYNAMIC HEIGHT  -        123.499 (meters)      405.18  (feet) COMP
 JA0634  MODELED GRAVITY -    979,907.9   (mgal)                       NAVD 88
 JA0634
 JA0634  VERT ORDER      -  FIRST     CLASS II
 JA0634
 JA0634.The horizontal coordinates were scaled from a map and have
 JA0634.an estimated accuracy of +/- 6 seconds.
 JA0634
 JA0634.The orthometric height was determined by differential leveling and
 JA0634.adjusted by the NATIONAL GEODETIC SURVEY
 JA0634.in June 1991.
 JA0634
 JA0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0634.GEOID18 height accuracy estimate available here.
 JA0634
 JA0634.Click photographs - Photos may exist for this station.
 JA0634
 JA0634.The dynamic height is computed by dividing the NAVD 88
 JA0634.geopotential number by the normal gravity value computed on the
 JA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0634.degrees latitude (g = 980.6199 gals.).
 JA0634
 JA0634.The modeled gravity was interpolated from observed gravity values.
 JA0634
 JA0634;                    North         East    Units  Estimated Accuracy
 JA0634;SPC IN W     -   305,700.      948,380.      MT  (+/- 180 meters Scaled)
 JA0634
 JA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410059(NAD 83)
 JA0634
 JA0634                          SUPERSEDED SURVEY CONTROL
 JA0634
 JA0634  NGVD 29 (??/??/92)  123.691  (m)          405.81   (f) ADJ UNCH    1 2
 JA0634
 JA0634.Superseded values are not recommended for survey control.
 JA0634
 JA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0634.See file dsdata.pdf to determine how the superseded data were derived.
 JA0634
 JA0634_MARKER: DB = BENCH MARK DISK
 JA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0634_STAMPING: L 330 1965
 JA0634_MARK LOGO: CGS
 JA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0634+STABILITY: SURFACE MOTION
 JA0634
 JA0634  HISTORY     - Date     Condition        Report By
 JA0634  HISTORY     - 1965     MONUMENTED       CGS
 JA0634  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 JA0634
 JA0634                          STATION DESCRIPTION
 JA0634
 JA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0634'2.3 MI S FROM DERBY.
 JA0634'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 JA0634'AT DERBY, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 66, IN
 JA0634'SECTION 8, T 6 S, R 1 W, 123 FEET NORTHEAST AND ACROSS THE
 JA0634'HIGHWAY FROM A WHITE FARMHOUSE, 24 FEET WEST OF THE CENTER LINE
 JA0634'OF THE HIGHWAY, 9 FEET SOUTHWEST OF A TRANSFORMER POLE, 7 FEET
 JA0634'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 5 1/2 FEET
 JA0634'WEST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.2 FEET
 JA0634'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 JA0634'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0634
 JA0634                          STATION RECOVERY (2023)
 JA0634
 JA0634'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0634'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0995 ***********************************************************************
 JA0995  DESIGNATION -  L 331
 JA0995  PID         -  JA0995
 JA0995  STATE/COUNTY-  IN/PIKE
 JA0995  COUNTRY     -  US
 JA0995  USGS QUAD   -  WINSLOW (2019)
 JA0995
 JA0995                         *CURRENT SURVEY CONTROL
 JA0995  ______________________________________________________________________
 JA0995* NAD 83(1986) POSITION- 38 22 43.     (N) 087 10 54.     (W)   SCALED
 JA0995* NAVD 88 ORTHO HEIGHT -   132.137 (meters)      433.52  (feet) ADJUSTED
 JA0995  ______________________________________________________________________
 JA0995  GEOID HEIGHT    -        -32.013 (meters)                     GEOID18
 JA0995  DYNAMIC HEIGHT  -        132.050 (meters)      433.23  (feet) COMP
 JA0995  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 JA0995
 JA0995  VERT ORDER      -  FIRST     CLASS II
 JA0995
 JA0995.The horizontal coordinates were scaled from a map and have
 JA0995.an estimated accuracy of +/- 6 seconds.
 JA0995
 JA0995.The orthometric height was determined by differential leveling and
 JA0995.adjusted by the NATIONAL GEODETIC SURVEY
 JA0995.in June 1991.
 JA0995
 JA0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0995.GEOID18 height accuracy estimate available here.
 JA0995
 JA0995.Click photographs - Photos may exist for this station.
 JA0995
 JA0995.The dynamic height is computed by dividing the NAVD 88
 JA0995.geopotential number by the normal gravity value computed on the
 JA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0995.degrees latitude (g = 980.6199 gals.).
 JA0995
 JA0995.The modeled gravity was interpolated from observed gravity values.
 JA0995
 JA0995;                    North         East    Units  Estimated Accuracy
 JA0995;SPC IN W     -   347,520.      891,410.      MT  (+/- 180 meters Scaled)
 JA0995
 JA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH841478(NAD 83)
 JA0995
 JA0995                          SUPERSEDED SURVEY CONTROL
 JA0995
 JA0995  NGVD 29 (??/??/92)  132.255  (m)          433.91   (f) ADJ UNCH    1 2
 JA0995
 JA0995.Superseded values are not recommended for survey control.
 JA0995
 JA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0995.See file dsdata.pdf to determine how the superseded data were derived.
 JA0995
 JA0995_MARKER: DB = BENCH MARK DISK
 JA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0995_STAMPING: L 331 1965
 JA0995_MARK LOGO: CGS
 JA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0995+STABILITY: SURFACE MOTION
 JA0995
 JA0995  HISTORY     - Date     Condition        Report By
 JA0995  HISTORY     - 1965     MONUMENTED       CGS
 JA0995
 JA0995                          STATION DESCRIPTION
 JA0995
 JA0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0995'2.6 MI E FROM WINSLOW.
 JA0995'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0995'OFFICE AT WINSLOW, THENCE 2.15 MILES EAST ALONG THE SOUTHERN
 JA0995'RAILWAY, IN SECTION 34, T 1 S, R 7 W, 4 POLES WEST OF MILE
 JA0995'POST 185, AT SEMAPHORE NUMBER 184.8, 9 FEET SOUTH OF THE SOUTH
 JA0995'RAIL, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 JA0995'FOUNDATION OF THE SEMAPHORE, ABOUT 1 FOOT BELOW THE RAILS, 4
 JA0995'RAILS EAST OF THE EAST END OF A TRESTLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0248 ***********************************************************************
 MD0248  DESIGNATION -  L 332
 MD0248  PID         -  MD0248
 MD0248  STATE/COUNTY-  IN/ALLEN
 MD0248  COUNTRY     -  US
 MD0248  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0248
 MD0248                         *CURRENT SURVEY CONTROL
 MD0248  ______________________________________________________________________
 MD0248* NAD 83(1986) POSITION- 41 04 28.9    (N) 084 49 37.3    (W)   HD_HELD2
 MD0248* NAVD 88 ORTHO HEIGHT -   230.689 (meters)      756.85  (feet) ADJUSTED
 MD0248  ______________________________________________________________________
 MD0248  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 MD0248  DYNAMIC HEIGHT  -        230.594 (meters)      756.54  (feet) COMP
 MD0248  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 MD0248
 MD0248  VERT ORDER      -  FIRST     CLASS I
 MD0248
 MD0248.The horizontal coordinates were established by autonomous hand held GPS
 MD0248.observations and have an estimated accuracy of +/- 10 meters.
 MD0248
 MD0248.The orthometric height was determined by differential leveling and
 MD0248.adjusted by the NATIONAL GEODETIC SURVEY
 MD0248.in June 1991.
 MD0248
 MD0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0248.GEOID18 height accuracy estimate available here.
 MD0248
 MD0248.Click photographs - Photos may exist for this station.
 MD0248
 MD0248.The dynamic height is computed by dividing the NAVD 88
 MD0248.geopotential number by the normal gravity value computed on the
 MD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0248.degrees latitude (g = 980.6199 gals.).
 MD0248
 MD0248.The modeled gravity was interpolated from observed gravity values.
 MD0248
 MD0248;                    North         East    Units  Estimated Accuracy
 MD0248;SPC IN E     -   647,193.      170,561.      MT  (+/- 10 meters HH2 GPS)
 MD0248
 MD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8254949323(NAD 83)
 MD0248
 MD0248                          SUPERSEDED SURVEY CONTROL
 MD0248
 MD0248  NGVD 29 (01/19/93)  230.847  (m)          757.37   (f) ADJUSTED    1 1
 MD0248  NGVD 29 (??/??/92)  230.847  (m)          757.37   (f) SUPERSEDED  1 1
 MD0248
 MD0248.Superseded values are not recommended for survey control.
 MD0248
 MD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0248.See file dsdata.pdf to determine how the superseded data were derived.
 MD0248
 MD0248_MARKER: DB = BENCH MARK DISK
 MD0248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0248_STAMPING: L 332 1968
 MD0248_MARK LOGO: CGS
 MD0248_PROJECTION: PROJECTING 2 CENTIMETERS
 MD0248_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0248+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0248_ROD/PIPE-DEPTH: 9.9 meters
 MD0248
 MD0248  HISTORY     - Date     Condition        Report By
 MD0248  HISTORY     - 1968     MONUMENTED       CGS
 MD0248  HISTORY     - 19921019 GOOD             NGS
 MD0248
 MD0248                          STATION DESCRIPTION
 MD0248
 MD0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0248'1.3 MI W FROM EDGERTON.
 MD0248'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0248'OF STATE LINE ROAD AT EDGERTON, NEAR THE INTERSECTION OF MORGAN
 MD0248'ROAD, 181 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 177
 MD0248'FEET WEST OF THE CENTER LINE OF MORGAN ROAD, 38 FEET NORTH OF THE
 MD0248'CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF POWER LINE POLE
 MD0248'A 4925, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 MD0248'LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 MD0248'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH STEEL
 MD0248'TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 MD0248'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 32.5 FEET.  IN SECTION 9,
 MD0248'R 15 E, T 30 N.
 MD0248
 MD0248                          STATION RECOVERY (1992)
 MD0248
 MD0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0248'9.0 KM (5.60 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0248'OFFICE IN PAYNE, OHIO, 54.0 M (177.2 FT) WEST OF THE CENTER OF MORGAN
 MD0248'ROAD, 12.1 M (39.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3
 MD0248'FT) EAST OF UTILITY POLE NUMBER A492 5, 0.6 M (2.0 FT) BELOW THE
 MD0248'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 MD0248'NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH
 MD0248'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0669 ***********************************************************************
 MD0669  DESIGNATION -  L 333
 MD0669  PID         -  MD0669
 MD0669  STATE/COUNTY-  IN/WHITLEY
 MD0669  COUNTRY     -  US
 MD0669  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0669
 MD0669                         *CURRENT SURVEY CONTROL
 MD0669  ______________________________________________________________________
 MD0669* NAD 83(1986) POSITION- 41 07 54.     (N) 085 24 54.     (W)   SCALED
 MD0669* NAVD 88 ORTHO HEIGHT -   250.161 (meters)      820.74  (feet) ADJUSTED
 MD0669  ______________________________________________________________________
 MD0669  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 MD0669  DYNAMIC HEIGHT  -        250.065 (meters)      820.42  (feet) COMP
 MD0669  MODELED GRAVITY -    980,232.6   (mgal)                       NAVD 88
 MD0669
 MD0669  VERT ORDER      -  FIRST     CLASS I
 MD0669
 MD0669.The horizontal coordinates were scaled from a map and have
 MD0669.an estimated accuracy of +/- 6 seconds.
 MD0669
 MD0669.The orthometric height was determined by differential leveling and
 MD0669.adjusted by the NATIONAL GEODETIC SURVEY
 MD0669.in April 1995.
 MD0669
 MD0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0669.GEOID18 height accuracy estimate available here.
 MD0669
 MD0669.Click photographs - Photos may exist for this station.
 MD0669
 MD0669.The dynamic height is computed by dividing the NAVD 88
 MD0669.geopotential number by the normal gravity value computed on the
 MD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0669.degrees latitude (g = 980.6199 gals.).
 MD0669
 MD0669.The modeled gravity was interpolated from observed gravity values.
 MD0669
 MD0669;                    North         East    Units  Estimated Accuracy
 MD0669;SPC IN E     -   653,210.      121,130.      MT  (+/- 180 meters Scaled)
 MD0669
 MD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL330545(NAD 83)
 MD0669
 MD0669                          SUPERSEDED SURVEY CONTROL
 MD0669
 MD0669  NAVD 88 (06/15/91)  250.167  (m)          820.76   (f) SUPERSEDED  1 1
 MD0669  NGVD 29 (01/19/93)  250.315  (m)          821.24   (f) ADJUSTED    1 1
 MD0669  NGVD 29 (??/??/92)  250.322  (m)          821.26   (f) SUPERSEDED  1 1
 MD0669
 MD0669.Superseded values are not recommended for survey control.
 MD0669
 MD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0669.See file dsdata.pdf to determine how the superseded data were derived.
 MD0669
 MD0669_MARKER: DB = BENCH MARK DISK
 MD0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0669_STAMPING: L 333 1968
 MD0669_MARK LOGO: CGS
 MD0669_PROJECTION: PROJECTING 3 CENTIMETERS
 MD0669_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0669+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0669_ROD/PIPE-DEPTH: 12.2 meters
 MD0669
 MD0669  HISTORY     - Date     Condition        Report By
 MD0669  HISTORY     - 1968     MONUMENTED       CGS
 MD0669  HISTORY     - 19921009 GOOD             NGS
 MD0669
 MD0669                          STATION DESCRIPTION
 MD0669
 MD0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0669'1 MI NW FROM COESSE.
 MD0669'ABOUT 1.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0669'THE SAMANSON STREET OVERPASS AT COESSE, IN SECTION 20, R 10 E,
 MD0669'T 31 N, ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 335, 131 FEET SOUTH
 MD0669'OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 400 E AND THE
 MD0669'EASTBOUND TRACK, 105 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD
 MD0669'FROM A METAL POST SUPPORTING A WARNING SIGN, 16 1/2 FEET WEST OF
 MD0669'THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A POWER LINE POLE,
 MD0669'1.2 FEET NORTH OF A METAL WITNESS POST, 20 FEET BELOW THE LEVEL
 MD0669'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 MD0669'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 MD0669'BY A 4 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL
 MD0669'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 MD0669
 MD0669                          STATION RECOVERY (1992)
 MD0669
 MD0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0669'6.5 KM (4.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0669'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 38.2 M (125.3 FT) SOUTH
 MD0669'OF THE NEAR RAIL, 5.3 M (17.4 FT) NORTHWEST OF THE SOUTH END OF A
 MD0669'STEEL GUARD RAIL, 4.8 M (15.7 FT) WEST OF THE CENTER OF COUNTY ROAD
 MD0669'400 E, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT)
 MD0669'SOUTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 MD0669'POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND PROJECTS
 MD0669'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0252 ***********************************************************************
 ME0252  DESIGNATION -  L 334
 ME0252  PID         -  ME0252
 ME0252  STATE/COUNTY-  IN/MARSHALL
 ME0252  COUNTRY     -  US
 ME0252  USGS QUAD   -  INWOOD (2019)
 ME0252
 ME0252                         *CURRENT SURVEY CONTROL
 ME0252  ______________________________________________________________________
 ME0252* NAD 83(1986) POSITION- 41 19 00.     (N) 086 12 28.     (W)   SCALED
 ME0252* NAVD 88 ORTHO HEIGHT -   255.970 (meters)      839.79  (feet) ADJUSTED
 ME0252  ______________________________________________________________________
 ME0252  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME0252  DYNAMIC HEIGHT  -        255.861 (meters)      839.44  (feet) COMP
 ME0252  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 ME0252
 ME0252  VERT ORDER      -  FIRST     CLASS I
 ME0252
 ME0252.The horizontal coordinates were scaled from a map and have
 ME0252.an estimated accuracy of +/- 6 seconds.
 ME0252
 ME0252.The orthometric height was determined by differential leveling and
 ME0252.adjusted by the NATIONAL GEODETIC SURVEY
 ME0252.in April 1995.
 ME0252
 ME0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0252.GEOID18 height accuracy estimate available here.
 ME0252
 ME0252.Click photographs - Photos may exist for this station.
 ME0252
 ME0252.The dynamic height is computed by dividing the NAVD 88
 ME0252.geopotential number by the normal gravity value computed on the
 ME0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0252.degrees latitude (g = 980.6199 gals.).
 ME0252
 ME0252.The modeled gravity was interpolated from observed gravity values.
 ME0252
 ME0252;                    North         East    Units  Estimated Accuracy
 ME0252;SPC IN E     -   673,870.       54,690.      MT  (+/- 180 meters Scaled)
 ME0252
 ME0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL663742(NAD 83)
 ME0252
 ME0252                          SUPERSEDED SURVEY CONTROL
 ME0252
 ME0252  NAVD 88 (06/15/91)  255.997  (m)          839.88   (f) SUPERSEDED  1 1
 ME0252  NGVD 29 (01/19/93)  256.093  (m)          840.20   (f) ADJUSTED    1 1
 ME0252  NGVD 29 (??/??/92)  256.118  (m)          840.28   (f) SUPERSEDED  1 1
 ME0252
 ME0252.Superseded values are not recommended for survey control.
 ME0252
 ME0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0252.See file dsdata.pdf to determine how the superseded data were derived.
 ME0252
 ME0252_MARKER: DB = BENCH MARK DISK
 ME0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0252_SP_SET: HEADWALL
 ME0252_STAMPING: L 334 1968
 ME0252_MARK LOGO: CGS
 ME0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0252+STABILITY: SURFACE MOTION
 ME0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0252+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0252
 ME0252  HISTORY     - Date     Condition        Report By
 ME0252  HISTORY     - 1968     MONUMENTED       CGS
 ME0252  HISTORY     - 1984     GOOD             USPSQD
 ME0252  HISTORY     - 1987     GOOD             USPSQD
 ME0252  HISTORY     - 1990     GOOD             USPSQD
 ME0252  HISTORY     - 19920909 GOOD             NGS
 ME0252
 ME0252                          STATION DESCRIPTION
 ME0252
 ME0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0252'AT INWOOD.
 ME0252'AT INWOOD, ABOUT 0.3 MILE WEST ALONG THE PENN CENTRAL RAILROAD
 ME0252'FROM THE CROSSING OF HAWTHORN ROAD, IN SECTION 17, R 3 E, T 33 N,
 ME0252'ABOUT 0.1 MILE WEST OF MILEPOST 378, SET ON THE TOP OF THE EAST
 ME0252'END OF THE SOUTH HEAD WALL OF AN 8 FOOT ARCHED CULVERT, 13.7
 ME0252'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.7 FEET
 ME0252'WEST OF THE EAST END OF THE HEAD WALL AND 5 FEET BELOW THE LEVEL
 ME0252'OF THE TRACK.
 ME0252
 ME0252                          STATION RECOVERY (1984)
 ME0252
 ME0252'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0252'ADDITIONAL INFORMATION: 429 FEET WEST OF MILE POST 378.
 ME0252
 ME0252                          STATION RECOVERY (1987)
 ME0252
 ME0252'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0252'RECOVERED IN GOOD CONDITION.
 ME0252
 ME0252                          STATION RECOVERY (1990)
 ME0252
 ME0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0252'RECOVERED IN GOOD CONDITION.
 ME0252
 ME0252                          STATION RECOVERY (1992)
 ME0252
 ME0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0252'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0252'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, IN TOP OF
 ME0252'AND 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 ME0252'STONE HEADWALL OF AN ARCH CULVERT, 0.1 KM (0.05 MI) NORTHWEST OF
 ME0252'MILEPOST 378, 4.1 M (13.5 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.7 M
 ME0252'(5.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0225 ***********************************************************************
 ME0225  DESIGNATION -  L 335
 ME0225  PID         -  ME0225
 ME0225  STATE/COUNTY-  IN/MARSHALL
 ME0225  COUNTRY     -  US
 ME0225  USGS QUAD   -  BOURBON (2019)
 ME0225
 ME0225                         *CURRENT SURVEY CONTROL
 ME0225  ______________________________________________________________________
 ME0225* NAD 83(1986) POSITION- 41 16 48.     (N) 086 03 27.     (W)   SCALED
 ME0225* NAVD 88 ORTHO HEIGHT -   248.621 (meters)      815.68  (feet) ADJUSTED
 ME0225  ______________________________________________________________________
 ME0225  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 ME0225  DYNAMIC HEIGHT  -        248.518 (meters)      815.35  (feet) COMP
 ME0225  MODELED GRAVITY -    980,202.6   (mgal)                       NAVD 88
 ME0225
 ME0225  VERT ORDER      -  FIRST     CLASS I
 ME0225
 ME0225.The horizontal coordinates were scaled from a map and have
 ME0225.an estimated accuracy of +/- 6 seconds.
 ME0225
 ME0225.The orthometric height was determined by differential leveling and
 ME0225.adjusted by the NATIONAL GEODETIC SURVEY
 ME0225.in June 1991.
 ME0225
 ME0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0225.GEOID18 height accuracy estimate available here.
 ME0225
 ME0225.Click photographs - Photos may exist for this station.
 ME0225
 ME0225.The dynamic height is computed by dividing the NAVD 88
 ME0225.geopotential number by the normal gravity value computed on the
 ME0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0225.degrees latitude (g = 980.6199 gals.).
 ME0225
 ME0225.The modeled gravity was interpolated from observed gravity values.
 ME0225
 ME0225;                    North         East    Units  Estimated Accuracy
 ME0225;SPC IN E     -   669,730.       67,260.      MT  (+/- 180 meters Scaled)
 ME0225
 ME0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL789702(NAD 83)
 ME0225
 ME0225                          SUPERSEDED SURVEY CONTROL
 ME0225
 ME0225  NGVD 29 (??/??/92)  248.752  (m)          816.11   (f) ADJ UNCH    1 1
 ME0225
 ME0225.Superseded values are not recommended for survey control.
 ME0225
 ME0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0225.See file dsdata.pdf to determine how the superseded data were derived.
 ME0225
 ME0225_MARKER: DB = BENCH MARK DISK
 ME0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0225_STAMPING: L 335 1968
 ME0225_MARK LOGO: CGS
 ME0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0225+STABILITY: SURFACE MOTION
 ME0225
 ME0225  HISTORY     - Date     Condition        Report By
 ME0225  HISTORY     - 1968     MONUMENTED       CGS
 ME0225  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0225
 ME0225                          STATION DESCRIPTION
 ME0225
 ME0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0225'0.6 MI NW FROM ETNA GREEN.
 ME0225'ABOUT 0.6 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0225'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, ABOUT 0.15 MILE
 ME0225'SOUTHEAST OF MILEPOST 371, 87.8 FEET WEST OF THE SOUTHWEST LEG
 ME0225'OF THE MARSHALL-KOSIUSKO COUNTY LINE SIGN, 46 FEET SOUTH OF THE
 ME0225'CENTER OF THE JUNCTION OF U.S. HIGHWAY 30 AND A DRIVEWAY LEADING
 ME0225'NORTH TO A ONE-STORY FRAME HOUSE, 33.5 FEET NORTHEAST OF THE
 ME0225'NORTHEAST RAIL OF THE WESTBOUND TRACK, 1.2 FEET SOUTHEAST OF A
 ME0225'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 10 FEET
 ME0225'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME0225'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  IN
 ME0225'SECTION 28, R 4 E, T 33 N.
 ME0225
 ME0225                          STATION RECOVERY (1992)
 ME0225
 ME0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0225'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 ME0225'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0966 ***********************************************************************
 ME0966  DESIGNATION -  L 336
 ME0966  PID         -  ME0966
 ME0966  STATE/COUNTY-  IN/PORTER
 ME0966  COUNTRY     -  US
 ME0966  USGS QUAD   -  PORTAGE (2019)
 ME0966
 ME0966                         *CURRENT SURVEY CONTROL
 ME0966  ______________________________________________________________________
 ME0966* NAD 83(1986) POSITION- 41 30 47.     (N) 087 11 06.     (W)   SCALED
 ME0966* NAVD 88 ORTHO HEIGHT -   199.866 (meters)      655.73  (feet) ADJUSTED
 ME0966  ______________________________________________________________________
 ME0966  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 ME0966  DYNAMIC HEIGHT  -        199.789 (meters)      655.47  (feet) COMP
 ME0966  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 ME0966
 ME0966  VERT ORDER      -  FIRST     CLASS I
 ME0966
 ME0966.The horizontal coordinates were scaled from a map and have
 ME0966.an estimated accuracy of +/- 6 seconds.
 ME0966
 ME0966.The orthometric height was determined by differential leveling and
 ME0966.adjusted by the NATIONAL GEODETIC SURVEY
 ME0966.in April 1995.
 ME0966
 ME0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0966.GEOID18 height accuracy estimate available here.
 ME0966
 ME0966.Click photographs - Photos may exist for this station.
 ME0966
 ME0966.The dynamic height is computed by dividing the NAVD 88
 ME0966.geopotential number by the normal gravity value computed on the
 ME0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0966.degrees latitude (g = 980.6199 gals.).
 ME0966
 ME0966.The modeled gravity was interpolated from observed gravity values.
 ME0966
 ME0966;                    North         East    Units  Estimated Accuracy
 ME0966;SPC IN W     -   695,540.      891,510.      MT  (+/- 180 meters Scaled)
 ME0966
 ME0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL845957(NAD 83)
 ME0966
 ME0966                          SUPERSEDED SURVEY CONTROL
 ME0966
 ME0966  NAVD 88 (06/15/91)  199.874  (m)          655.75   (f) SUPERSEDED  1 1
 ME0966  NGVD 29 (01/19/93)  199.964  (m)          656.05   (f) ADJUSTED    1 1
 ME0966  NGVD 29 (??/??/92)  199.964  (m)          656.05   (f) SUPERSEDED  1 1
 ME0966
 ME0966.Superseded values are not recommended for survey control.
 ME0966
 ME0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0966.See file dsdata.pdf to determine how the superseded data were derived.
 ME0966
 ME0966_MARKER: DB = BENCH MARK DISK
 ME0966_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0966_STAMPING: L 336 1968
 ME0966_MARK LOGO: CGS
 ME0966_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0966_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0966+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2020
 ME0966_ROD/PIPE-DEPTH: 14.6 meters
 ME0966
 ME0966  HISTORY     - Date     Condition        Report By
 ME0966  HISTORY     - 1968     MONUMENTED       CGS
 ME0966  HISTORY     - 19920906 GOOD             NGS
 ME0966  HISTORY     - 20200821 POOR             IN-089
 ME0966
 ME0966                          STATION DESCRIPTION
 ME0966
 ME0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0966'0.4 MI NW FROM WHEELER.
 ME0966'ABOUT 0.35 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0966'THE CROSSING OF PARK AVENUE AT WHEELER, IN SECTION 2, R 7 W,
 ME0966'T 35 N, NEAR MILE-POST 431, 154 FEET SOUTHEAST OF THE CENTER
 ME0966'LINE OF 7 TH STREET, 13 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ME0966'THE NORTHEAST TRACK, 1.8 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 ME0966'MILEPOST 431, 2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK
 ME0966'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 ME0966'AND PROTECTED BY A 6 INCH METAL PIPE WHICH IS FLUSH WITH THE
 ME0966'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 ME0966
 ME0966                          STATION RECOVERY (1992)
 ME0966
 ME0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0966'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0966'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0966'THENCE 6.3 KM (3.90 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME0966'45.8 M (150.3 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD, 12.7 M
 ME0966'(41.7 FT) NORTHEAST OF MILEPOST 431, 8.1 M (26.6 FT) NORTHEAST OF THE
 ME0966'NEAR RAIL, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 ME0966'(0.7 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 ME0966'5-INCH METAL PIPE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 ME0966'SURFACE.
 ME0966
 ME0966                          STATION RECOVERY (2020)
 ME0966
 ME0966'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME0966'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1632 ***********************************************************************
 LB1632  DESIGNATION -  L 34
 LB1632  PID         -  LB1632
 LB1632  STATE/COUNTY-  IN/FOUNTAIN
 LB1632  COUNTRY     -  US
 LB1632  USGS QUAD   -  VEEDERSBURG (2019)
 LB1632
 LB1632                         *CURRENT SURVEY CONTROL
 LB1632  ______________________________________________________________________
 LB1632* NAD 83(1986) POSITION- 40 06 43.     (N) 087 15 20.     (W)   SCALED
 LB1632* NAVD 88 ORTHO HEIGHT -   183.094 (meters)      600.70  (feet) ADJUSTED
 LB1632  ______________________________________________________________________
 LB1632  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 LB1632  DYNAMIC HEIGHT  -        182.998 (meters)      600.39  (feet) COMP
 LB1632  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 LB1632
 LB1632  VERT ORDER      -  SECOND    CLASS 0
 LB1632
 LB1632.The horizontal coordinates were scaled from a map and have
 LB1632.an estimated accuracy of +/- 6 seconds.
 LB1632
 LB1632.The orthometric height was determined by differential leveling and
 LB1632.adjusted by the NATIONAL GEODETIC SURVEY
 LB1632.in June 1991.
 LB1632
 LB1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1632.GEOID18 height accuracy estimate available here.
 LB1632
 LB1632.Click photographs - Photos may exist for this station.
 LB1632
 LB1632.The dynamic height is computed by dividing the NAVD 88
 LB1632.geopotential number by the normal gravity value computed on the
 LB1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1632.degrees latitude (g = 980.6199 gals.).
 LB1632
 LB1632.The modeled gravity was interpolated from observed gravity values.
 LB1632
 LB1632;                    North         East    Units  Estimated Accuracy
 LB1632;SPC IN W     -   539,960.      885,320.      MT  (+/- 180 meters Scaled)
 LB1632
 LB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK782402(NAD 83)
 LB1632
 LB1632                          SUPERSEDED SURVEY CONTROL
 LB1632
 LB1632  NGVD 29 (??/??/92)  183.168  (m)          600.94   (f) ADJ UNCH    2 0
 LB1632
 LB1632.Superseded values are not recommended for survey control.
 LB1632
 LB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1632.See file dsdata.pdf to determine how the superseded data were derived.
 LB1632
 LB1632_MARKER: DB = BENCH MARK DISK
 LB1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1632_SP_SET: BRIDGE
 LB1632_STAMPING: L 34 1934
 LB1632_MARK LOGO: CGS
 LB1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1632
 LB1632  HISTORY     - Date     Condition        Report By
 LB1632  HISTORY     - 1934     MONUMENTED       CGS
 LB1632  HISTORY     - 1946     GOOD             CGS
 LB1632
 LB1632                          STATION DESCRIPTION
 LB1632
 LB1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1632'0.3 MI E FROM VEEDERSBURG.
 LB1632'0.3 MILE EAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1632'STATION AT VEEDERSBURG, AT A LARGE ARCHED CONCRETE BRIDGE ACROSS
 LB1632'COAL CREEK, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL,
 LB1632'7.5 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2119 ***********************************************************************
 ME2119  DESIGNATION -  L 349
 ME2119  PID         -  ME2119
 ME2119  STATE/COUNTY-  IN/LAKE
 ME2119  COUNTRY     -  US
 ME2119  USGS QUAD   -  GARY (2019)
 ME2119
 ME2119                         *CURRENT SURVEY CONTROL
 ME2119  ______________________________________________________________________
 ME2119* NAD 83(1986) POSITION- 41 36 30.     (N) 087 20 11.     (W)   SCALED
 ME2119* NAVD 88 ORTHO HEIGHT -   182.504 (meters)      598.77  (feet) ADJUSTED
 ME2119  ______________________________________________________________________
 ME2119  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 ME2119  DYNAMIC HEIGHT  -        182.437 (meters)      598.55  (feet) COMP
 ME2119  MODELED GRAVITY -    980,252.2   (mgal)                       NAVD 88
 ME2119
 ME2119  VERT ORDER      -  FIRST     CLASS II
 ME2119
 ME2119.The horizontal coordinates were scaled from a map and have
 ME2119.an estimated accuracy of +/- 6 seconds.
 ME2119
 ME2119.The orthometric height was determined by differential leveling and
 ME2119.adjusted by the NATIONAL GEODETIC SURVEY
 ME2119.in June 1991.
 ME2119
 ME2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2119.GEOID18 height accuracy estimate available here.
 ME2119
 ME2119.Click photographs - Photos may exist for this station.
 ME2119
 ME2119.The dynamic height is computed by dividing the NAVD 88
 ME2119.geopotential number by the normal gravity value computed on the
 ME2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2119.degrees latitude (g = 980.6199 gals.).
 ME2119
 ME2119.The modeled gravity was interpolated from observed gravity values.
 ME2119
 ME2119;                    North         East    Units  Estimated Accuracy
 ME2119;SPC IN W     -   706,150.      878,910.      MT  (+/- 180 meters Scaled)
 ME2119
 ME2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719063(NAD 83)
 ME2119
 ME2119                          SUPERSEDED SURVEY CONTROL
 ME2119
 ME2119  NGVD 29 (01/19/93)  182.619  (m)          599.14   (f) ADJUSTED    1 2
 ME2119  NGVD 29 (??/??/92)  182.618  (m)          599.14   (f) SUPERSEDED  1 2
 ME2119
 ME2119.Superseded values are not recommended for survey control.
 ME2119
 ME2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2119.See file dsdata.pdf to determine how the superseded data were derived.
 ME2119
 ME2119_MARKER: I = METAL ROD
 ME2119_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ME2119+WITH SETTING: INFORMATION.
 ME2119_STAMPING: L 349 1985
 ME2119_MARK LOGO: NGS
 ME2119_PROJECTION: RECESSED 2 CENTIMETERS
 ME2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2119_ROD/PIPE-DEPTH: 2.1 meters
 ME2119
 ME2119  HISTORY     - Date     Condition        Report By
 ME2119  HISTORY     - 1985     MONUMENTED       NGS
 ME2119
 ME2119                          STATION DESCRIPTION
 ME2119
 ME2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2119'0.7 KM (0.45 MI) NORTH FROM GARY.
 ME2119'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM
 ME2119'ITS JUNCTION WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, 40.5 M (132.9
 ME2119'FT) EAST OF THE CENTER OF THE HIGHWEAY, 34.4 M (112.9 FT) NORTH OF THE
 ME2119'CENTER OF A PAVED STREET, 29.1 M (95.5 FT) EAST OF THE SOUTHEAST
 ME2119'CORNER OF THE U.S. STEEL CORPORATION SECURITY BUILDING, 18.3 M (60.8
 ME2119'FT) SOUTH OF A UTILITY POLE WITH A STREET LIGHT, AND 0.3 M (1.0 FT)
 ME2119'WEST OF THE WEST END OF A PARKING LOT AND FENCE.  NOTE--ACCESS TO
 ME2119'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2119'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0755 ***********************************************************************
 LA0755  DESIGNATION -  L 35
 LA0755  PID         -  LA0755
 LA0755  STATE/COUNTY-  IN/WELLS
 LA0755  COUNTRY     -  US
 LA0755  USGS QUAD   -  UNIONDALE (2019)
 LA0755
 LA0755                         *CURRENT SURVEY CONTROL
 LA0755  ______________________________________________________________________
 LA0755* NAD 83(1986) POSITION- 40 49 53.     (N) 085 07 51.     (W)   SCALED
 LA0755* NAVD 88 ORTHO HEIGHT -   253.872 (meters)      832.91  (feet) ADJUSTED
 LA0755  ______________________________________________________________________
 LA0755  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LA0755  DYNAMIC HEIGHT  -        253.755 (meters)      832.53  (feet) COMP
 LA0755  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 LA0755
 LA0755  VERT ORDER      -  SECOND    CLASS 0
 LA0755
 LA0755.The horizontal coordinates were scaled from a map and have
 LA0755.an estimated accuracy of +/- 6 seconds.
 LA0755
 LA0755.The orthometric height was determined by differential leveling and
 LA0755.adjusted by the NATIONAL GEODETIC SURVEY
 LA0755.in June 1991.
 LA0755
 LA0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0755.GEOID18 height accuracy estimate available here.
 LA0755
 LA0755.Click photographs - Photos may exist for this station.
 LA0755
 LA0755.The dynamic height is computed by dividing the NAVD 88
 LA0755.geopotential number by the normal gravity value computed on the
 LA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0755.degrees latitude (g = 980.6199 gals.).
 LA0755
 LA0755.The modeled gravity was interpolated from observed gravity values.
 LA0755
 LA0755;                    North         East    Units  Estimated Accuracy
 LA0755;SPC IN E     -   619,970.      145,200.      MT  (+/- 180 meters Scaled)
 LA0755
 LA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL576217(NAD 83)
 LA0755
 LA0755                          SUPERSEDED SURVEY CONTROL
 LA0755
 LA0755  NGVD 29 (??/??/92)  254.012  (m)          833.37   (f) ADJ UNCH    2 0
 LA0755
 LA0755.Superseded values are not recommended for survey control.
 LA0755
 LA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0755.See file dsdata.pdf to determine how the superseded data were derived.
 LA0755
 LA0755_MARKER: DB = BENCH MARK DISK
 LA0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0755_SP_SET: ABUTMENT
 LA0755_STAMPING: L 35 1934
 LA0755_MARK LOGO: CGS
 LA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0755
 LA0755  HISTORY     - Date     Condition        Report By
 LA0755  HISTORY     - 1934     MONUMENTED       CGS
 LA0755  HISTORY     - 1947     GOOD             CGS
 LA0755
 LA0755                          STATION DESCRIPTION
 LA0755
 LA0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0755'1 MI W FROM TOCSIN.
 LA0755'1.0 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0755'TOCSIN, WELLS COUNTY, 0.15 MILE EAST OF MILEPOST M 107, AT A
 LA0755'BRIDGE, IN A STONE BLOCK AT THE NORTHWEST CORNER OF THE NORTH
 LA0755'END OF THE EAST ABUTMENT, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 LA0755'A STANDARD DISK, STAMPED L 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1642 ***********************************************************************
 KA1642  DESIGNATION -  L 350
 KA1642  PID         -  KA1642
 KA1642  STATE/COUNTY-  IN/MARION
 KA1642  COUNTRY     -  US
 KA1642  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1642
 KA1642                         *CURRENT SURVEY CONTROL
 KA1642  ______________________________________________________________________
 KA1642* NAD 83(2011) POSITION- 39 45 51.93170(N) 086 10 18.81074(W)   NO CHECK
 KA1642* NAD 83(2011) ELLIP HT-   181.850 (meters)        (06/27/12)   NO CHECK
 KA1642* NAD 83(2011) EPOCH   -  2010.00
 KA1642* NAVD 88 ORTHO HEIGHT -   215.323 (meters)      706.44  (feet) ADJUSTED
 KA1642  ______________________________________________________________________
 KA1642  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 KA1642  NAD 83(2011) X  -    327,782.834 (meters)                     COMP
 KA1642  NAD 83(2011) Y  - -4,898,664.987 (meters)                     COMP
 KA1642  NAD 83(2011) Z  -  4,058,030.419 (meters)                     COMP
 KA1642  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 KA1642  DYNAMIC HEIGHT  -        215.205 (meters)      706.05  (feet) COMP
 KA1642  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA1642
 KA1642  VERT ORDER      -  FIRST     CLASS II
 KA1642
 KA1642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1642  Standards:
 KA1642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1642  -------------------------------------------------------------------
 KA1642  NETWORK    1.33   3.72           0.57   0.51   1.90     -0.10776336
 KA1642  -------------------------------------------------------------------
 KA1642  Click here for local accuracies and other accuracy information.
 KA1642
 KA1642.The horizontal coordinates were established by GPS observations
 KA1642.and adjusted by the National Geodetic Survey in June 2012.
 KA1642
 KA1642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1642.been affixed to the stable North American tectonic plate. See 
 KA1642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1642
 KA1642.The horizontal coordinates are valid at the epoch date displayed above
 KA1642.which is a decimal equivalence of Year/Month/Day.
 KA1642
 KA1642.No horizontal observational check was made to the station.
 KA1642
 KA1642.The orthometric height was determined by differential leveling and
 KA1642.adjusted by the NATIONAL GEODETIC SURVEY
 KA1642.in June 1991.
 KA1642
 KA1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1642.GEOID18 height accuracy estimate available here.
 KA1642
 KA1642.Click photographs - Photos may exist for this station.
 KA1642
 KA1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1642
 KA1642.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1642
 KA1642.The ellipsoidal height was determined by GPS observations
 KA1642.and is referenced to NAD 83.
 KA1642
 KA1642.The dynamic height is computed by dividing the NAVD 88
 KA1642.geopotential number by the normal gravity value computed on the
 KA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1642.degrees latitude (g = 980.6199 gals.).
 KA1642
 KA1642.The modeled gravity was interpolated from observed gravity values.
 KA1642
 KA1642. The following values were computed from the NAD 83(2011) position.
 KA1642
 KA1642;                    North         East     Units Scale Factor Converg.
 KA1642;SPC IN E     -   501,484.193    56,710.320   MT  0.99998973   -0 19 23.4
 KA1642;SPC IN E     - 1,645,286.06    186,057.11   sFT  0.99998973   -0 19 23.4
 KA1642;UTM  16      - 4,401,939.160   570,929.824   MT  0.99966194   +0 31 46.9
 KA1642
 KA1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1642!SPC IN E     -   0.99997147  x   0.99998973  =   0.99996120
 KA1642!UTM  16      -   0.99997147  x   0.99966194  =   0.99963342
 KA1642
 KA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7092901939(NAD 83)
 KA1642
 KA1642                          SUPERSEDED SURVEY CONTROL
 KA1642
 KA1642  NAD 83(2007)-  39 45 51.93181(N)    086 10 18.81159(W) AD(2002.00) 1
 KA1642  ELLIP H (10/27/10)  181.864  (m)                       GP(2002.00) 1 1
 KA1642  NAVD 88             215.32   (m)          706.4    (f) LEVELING    3  
 KA1642
 KA1642.Superseded values are not recommended for survey control.
 KA1642
 KA1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1642.See file dsdata.pdf to determine how the superseded data were derived.
 KA1642
 KA1642_MARKER: F = FLANGE-ENCASED ROD
 KA1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1642_STAMPING: L 350 1985
 KA1642_MARK LOGO: NGS
 KA1642_PROJECTION: RECESSED 2 CENTIMETERS
 KA1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1642+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 KA1642_ROD/PIPE-DEPTH: 23.2 meters
 KA1642
 KA1642  HISTORY     - Date     Condition        Report By
 KA1642  HISTORY     - 1985     MONUMENTED       NGS
 KA1642  HISTORY     - 20100131 GOOD             WOOLPT
 KA1642  HISTORY     - 20110331 GOOD             INDNR
 KA1642  HISTORY     - 20150324 GOOD             INDIV
 KA1642  HISTORY     - 20180426 GOOD             PICI
 KA1642  HISTORY     - 20250401 GOOD             ASMINC
 KA1642
 KA1642                          STATION DESCRIPTION
 KA1642
 KA1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1642'IN INDIANAPOLIS.
 KA1642'IN INDIANAPOLIS, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND THE WHITE
 KA1642'RIVER, 38.6 M (126.6 FT) EAST OF THE NORTHEAST CORNER OF THE HIGHWAY
 KA1642'BRIDGE SPANNING THE RIVER, 10.3 M (33.8 FT) NORTH OF THE CENTER OF THE
 KA1642'WEST BOUND LANES OF THE HIGHWAY, 7.0 M (23.0 FT) WEST OF THE EAST END
 KA1642'OF A GUARD RAIL, AND 0.3 M (1.0 FT) NORTH OF A GUARD RAIL.
 KA1642'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1642
 KA1642                          STATION RECOVERY (2010)
 KA1642
 KA1642'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BJM)
 KA1642'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KA1642'
 KA1642'NOTE-UPDATES TO THE DESCRIPTION ARE AS FOLLOWS, THE STATION IS 31.5 FT
 KA1642'(9.6 M) WEST-NORTHWEST OF A LIGHT POLE AND 48.5 FT (14.8 M)
 KA1642'SOUTH-SOUTHEAST OF A LIGHT POLE.
 KA1642
 KA1642                          STATION RECOVERY (2011)
 KA1642
 KA1642'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 KA1642'RECOVERED IN GOOD CONDITION.
 KA1642
 KA1642                          STATION RECOVERY (2015)
 KA1642
 KA1642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TAF)
 KA1642'RECOVERED IN GOOD CONDITION.
 KA1642
 KA1642                          STATION RECOVERY (2018)
 KA1642
 KA1642'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2018 (DER)
 KA1642'RECOVERED IN GOOD CONDITION.
 KA1642
 KA1642                          STATION RECOVERY (2025)
 KA1642
 KA1642'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2025 (RL)
 KA1642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1680 ***********************************************************************
 KA1680  DESIGNATION -  L 351
 KA1680  PID         -  KA1680
 KA1680  STATE/COUNTY-  IN/CLAY
 KA1680  COUNTRY     -  US
 KA1680  USGS QUAD   -  BRAZIL EAST (2019)
 KA1680
 KA1680                         *CURRENT SURVEY CONTROL
 KA1680  ______________________________________________________________________
 KA1680* NAD 83(1986) POSITION- 39 32 22.4    (N) 087 03 27.8    (W)   HD_HELD2
 KA1680* NAVD 88 ORTHO HEIGHT -   211.718 (meters)      694.61  (feet) ADJUSTED
 KA1680  ______________________________________________________________________
 KA1680  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 KA1680  DYNAMIC HEIGHT  -        211.597 (meters)      694.21  (feet) COMP
 KA1680  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 KA1680
 KA1680  VERT ORDER      -  FIRST     CLASS II
 KA1680
 KA1680.The horizontal coordinates were established by autonomous hand held GPS
 KA1680.observations and have an estimated accuracy of +/- 10 meters.
 KA1680
 KA1680.The orthometric height was determined by differential leveling and
 KA1680.adjusted by the NATIONAL GEODETIC SURVEY
 KA1680.in June 1991.
 KA1680
 KA1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1680.GEOID18 height accuracy estimate available here.
 KA1680
 KA1680.Click photographs - Photos may exist for this station.
 KA1680
 KA1680.The dynamic height is computed by dividing the NAVD 88
 KA1680.geopotential number by the normal gravity value computed on the
 KA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1680.degrees latitude (g = 980.6199 gals.).
 KA1680
 KA1680.The modeled gravity was interpolated from observed gravity values.
 KA1680
 KA1680;                    North         East    Units  Estimated Accuracy
 KA1680;SPC IN W     -   476,396.      902,202.      MT  (+/- 10 meters HH2 GPS)
 KA1680
 KA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9503976656(NAD 83)
 KA1680
 KA1680                          SUPERSEDED SURVEY CONTROL
 KA1680
 KA1680.No superseded survey control is available for this station.
 KA1680
 KA1680_MARKER: F = FLANGE-ENCASED ROD
 KA1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1680_STAMPING: L 351 1985
 KA1680_MARK LOGO: NGS
 KA1680_PROJECTION: FLUSH
 KA1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1680_ROD/PIPE-DEPTH: 5.8 meters
 KA1680
 KA1680  HISTORY     - Date     Condition        Report By
 KA1680  HISTORY     - 1985     MONUMENTED       NGS
 KA1680
 KA1680                          STATION DESCRIPTION
 KA1680
 KA1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1680'6.1 KM (3.8 MI) NE FROM BRAZIL.
 KA1680'6.1 KM (3.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1680'WITH STATE HIGHWAY 59 IN BRAZIL, 27.8 M (91.2 FT) EAST OF THE
 KA1680'CENTERLINE OF A ROAD LEADING TO THE GREAT DANE COMPANY, 12.2 M
 KA1680'(40.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 KA1680'HIGHWAY, AND 0.9 M (3.0  FT) EAST OF UTILITY POLE NUMBER 376-019.
 KA1680'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1680'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1680'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1689 ***********************************************************************
 KA1689  DESIGNATION -  L 352
 KA1689  PID         -  KA1689
 KA1689  STATE/COUNTY-  IN/VIGO
 KA1689  COUNTRY     -  US
 KA1689  USGS QUAD   -  SEELYVILLE (2019)
 KA1689
 KA1689                         *CURRENT SURVEY CONTROL
 KA1689  ______________________________________________________________________
 KA1689* NAD 83(1986) POSITION- 39 28 17.     (N) 087 22 28.     (W)   SCALED
 KA1689* NAVD 88 ORTHO HEIGHT -   152.968 (meters)      501.86  (feet) ADJUSTED
 KA1689  ______________________________________________________________________
 KA1689  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KA1689  DYNAMIC HEIGHT  -        152.881 (meters)      501.58  (feet) COMP
 KA1689  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 KA1689
 KA1689  VERT ORDER      -  FIRST     CLASS II
 KA1689
 KA1689.The horizontal coordinates were scaled from a map and have
 KA1689.an estimated accuracy of +/- 6 seconds.
 KA1689
 KA1689.The orthometric height was determined by differential leveling and
 KA1689.adjusted by the NATIONAL GEODETIC SURVEY
 KA1689.in June 1991.
 KA1689
 KA1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1689.GEOID18 height accuracy estimate available here.
 KA1689
 KA1689.Click photographs - Photos may exist for this station.
 KA1689
 KA1689.The dynamic height is computed by dividing the NAVD 88
 KA1689.geopotential number by the normal gravity value computed on the
 KA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1689.degrees latitude (g = 980.6199 gals.).
 KA1689
 KA1689.The modeled gravity was interpolated from observed gravity values.
 KA1689
 KA1689;                    North         East    Units  Estimated Accuracy
 KA1689;SPC IN W     -   468,870.      874,950.      MT  (+/- 180 meters Scaled)
 KA1689
 KA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ677691(NAD 83)
 KA1689
 KA1689                          SUPERSEDED SURVEY CONTROL
 KA1689
 KA1689.No superseded survey control is available for this station.
 KA1689
 KA1689_MARKER: I = METAL ROD
 KA1689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1689_STAMPING: L 352 1985
 KA1689_MARK LOGO: NGS
 KA1689_PROJECTION: RECESSED 1 CENTIMETERS
 KA1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1689_ROD/PIPE-DEPTH: 17.1 meters
 KA1689
 KA1689  HISTORY     - Date     Condition        Report By
 KA1689  HISTORY     - 1985     MONUMENTED       NGS
 KA1689
 KA1689                          STATION DESCRIPTION
 KA1689
 KA1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1689'IN TERRE HAUTE.
 KA1689'IN TERRE HAUTE, AT THE INTERSECTION OF WABASH AND HOME AVENUES, 10.9 M
 KA1689'(35.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 10.2 M
 KA1689'(33.5 FT) EAST OF THE CENTER OF HOME AVENUE, 7.2 M (23.6 FT) NORTH OF
 KA1689'THE CENTERLINE OF THE WEST BOUND LANES OF WABASH AVENUE, AND 2.8 M
 KA1689'(9.2 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH A STREET LIGHT.
 KA1689'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1689'THE MARK IS ABOVE LEVEL WITH WABASH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1705 ***********************************************************************
 KA1705  DESIGNATION -  L 353
 KA1705  PID         -  KA1705
 KA1705  STATE/COUNTY-  IN/CLAY
 KA1705  COUNTRY     -  US
 KA1705  USGS QUAD   -  CLAY CITY (2019)
 KA1705
 KA1705                         *CURRENT SURVEY CONTROL
 KA1705  ______________________________________________________________________
 KA1705* NAD 83(1986) POSITION- 39 20 17.     (N) 087 06 36.     (W)   SCALED
 KA1705* NAVD 88 ORTHO HEIGHT -   170.523 (meters)      559.46  (feet) ADJUSTED
 KA1705  ______________________________________________________________________
 KA1705  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 KA1705  DYNAMIC HEIGHT  -        170.424 (meters)      559.13  (feet) COMP
 KA1705  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 KA1705
 KA1705  VERT ORDER      -  FIRST     CLASS II
 KA1705
 KA1705.The horizontal coordinates were scaled from a map and have
 KA1705.an estimated accuracy of +/- 6 seconds.
 KA1705
 KA1705.The orthometric height was determined by differential leveling and
 KA1705.adjusted by the NATIONAL GEODETIC SURVEY
 KA1705.in June 1991.
 KA1705
 KA1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1705.GEOID18 height accuracy estimate available here.
 KA1705
 KA1705.Click photographs - Photos may exist for this station.
 KA1705
 KA1705.The dynamic height is computed by dividing the NAVD 88
 KA1705.geopotential number by the normal gravity value computed on the
 KA1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1705.degrees latitude (g = 980.6199 gals.).
 KA1705
 KA1705.The modeled gravity was interpolated from observed gravity values.
 KA1705
 KA1705;                    North         East    Units  Estimated Accuracy
 KA1705;SPC IN W     -   454,030.      897,700.      MT  (+/- 180 meters Scaled)
 KA1705
 KA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905542(NAD 83)
 KA1705
 KA1705                          SUPERSEDED SURVEY CONTROL
 KA1705
 KA1705.No superseded survey control is available for this station.
 KA1705
 KA1705_MARKER: I = METAL ROD
 KA1705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1705_STAMPING: L 353 1985
 KA1705_MARK LOGO: NGS
 KA1705_PROJECTION: FLUSH
 KA1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1705_ROD/PIPE-DEPTH: 23.2 meters
 KA1705
 KA1705  HISTORY     - Date     Condition        Report By
 KA1705  HISTORY     - 1985     MONUMENTED       NGS
 KA1705
 KA1705                          STATION DESCRIPTION
 KA1705
 KA1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1705'6.9 KM (4.3 MI) NORTH FROM CLAY CITY.
 KA1705'6.9 KM (4.3 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION
 KA1705'WITH STATE HIGHWAY 157 IN CLAY CITY, 37.6 M (123.4 FT) SOUTH OF THE
 KA1705'SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING THE EEL RIVER, 9.5 M
 KA1705'(31.2 FT) NORTH OF THE SOUTH END OF A GUARD RAIL, 7.5 M (24.6 FT) WEST
 KA1705'OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A GUARD
 KA1705'RAIL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1705'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1615 ***********************************************************************
 JA1615  DESIGNATION -  L 354
 JA1615  PID         -  JA1615
 JA1615  STATE/COUNTY-  IN/GREENE
 JA1615  COUNTRY     -  US
 JA1615  USGS QUAD   -  LYONS (2019)
 JA1615
 JA1615                         *CURRENT SURVEY CONTROL
 JA1615  ______________________________________________________________________
 JA1615* NAD 83(1986) POSITION- 38 54 11.     (N) 087 03 28.     (W)   SCALED
 JA1615* NAVD 88 ORTHO HEIGHT -   145.871 (meters)      478.58  (feet) ADJUSTED
 JA1615  ______________________________________________________________________
 JA1615  GEOID HEIGHT    -        -32.638 (meters)                     GEOID18
 JA1615  DYNAMIC HEIGHT  -        145.781 (meters)      478.28  (feet) COMP
 JA1615  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 JA1615
 JA1615  VERT ORDER      -  FIRST     CLASS II
 JA1615
 JA1615.The horizontal coordinates were scaled from a map and have
 JA1615.an estimated accuracy of +/- 6 seconds.
 JA1615
 JA1615.The orthometric height was determined by differential leveling and
 JA1615.adjusted by the NATIONAL GEODETIC SURVEY
 JA1615.in June 1991.
 JA1615
 JA1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1615.GEOID18 height accuracy estimate available here.
 JA1615
 JA1615.Click photographs - Photos may exist for this station.
 JA1615
 JA1615.The dynamic height is computed by dividing the NAVD 88
 JA1615.geopotential number by the normal gravity value computed on the
 JA1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1615.degrees latitude (g = 980.6199 gals.).
 JA1615
 JA1615.The modeled gravity was interpolated from observed gravity values.
 JA1615
 JA1615;                    North         East    Units  Estimated Accuracy
 JA1615;SPC IN W     -   405,740.      902,220.      MT  (+/- 180 meters Scaled)
 JA1615
 JA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ949060(NAD 83)
 JA1615
 JA1615                          SUPERSEDED SURVEY CONTROL
 JA1615
 JA1615.No superseded survey control is available for this station.
 JA1615
 JA1615_MARKER: I = METAL ROD
 JA1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1615_STAMPING: L 354 1985
 JA1615_MARK LOGO: NGS
 JA1615_PROJECTION: FLUSH
 JA1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1615_ROD/PIPE-DEPTH: 21.7 meters
 JA1615
 JA1615  HISTORY     - Date     Condition        Report By
 JA1615  HISTORY     - 1985     MONUMENTED       NGS
 JA1615  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1615
 JA1615                          STATION DESCRIPTION
 JA1615
 JA1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1615'27.3 KM (16.95 MI) SW FROM WORTHINGTON.
 JA1615'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1615'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 21.9 KM (13.6
 JA1615'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 23.7 M (77.8 FT) SOUTHEAST OF
 JA1615'THE CENTERLINE OF THE HIGHWAY, 19.9 M (65.3 FT) SOUTH-SOUTHEAST OF THE
 JA1615'SOUTHEAST CORNER OF A SMALL BOX CULVERT, AND 5.4 M (17.7 FT) NORTH OF
 JA1615'THE CENTER OF COUNTY ROAD 800 SOUTH AND THE DAVIESS-GREENE COUNTY
 JA1615'LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1615'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JA1615
 JA1615                          STATION RECOVERY (2022)
 JA1615
 JA1615'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1636 ***********************************************************************
 KA1636  DESIGNATION -  L 355
 KA1636  PID         -  KA1636
 KA1636  STATE/COUNTY-  IN/MARION
 KA1636  COUNTRY     -  US
 KA1636  USGS QUAD   -  BEECH GROVE (2019)
 KA1636
 KA1636                         *CURRENT SURVEY CONTROL
 KA1636  ______________________________________________________________________
 KA1636* NAD 83(1986) POSITION- 39 43 31.     (N) 086 02 49.     (W)   SCALED
 KA1636* NAVD 88 ORTHO HEIGHT -   265.290 (meters)      870.37  (feet) ADJUSTED
 KA1636  ______________________________________________________________________
 KA1636  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 KA1636  DYNAMIC HEIGHT  -        265.139 (meters)      869.88  (feet) COMP
 KA1636  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 KA1636
 KA1636  VERT ORDER      -  FIRST     CLASS II
 KA1636
 KA1636.The horizontal coordinates were scaled from a map and have
 KA1636.an estimated accuracy of +/- 6 seconds.
 KA1636
 KA1636.The orthometric height was determined by differential leveling and
 KA1636.adjusted by the NATIONAL GEODETIC SURVEY
 KA1636.in June 1991.
 KA1636
 KA1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1636.GEOID18 height accuracy estimate available here.
 KA1636
 KA1636.Click photographs - Photos may exist for this station.
 KA1636
 KA1636.The dynamic height is computed by dividing the NAVD 88
 KA1636.geopotential number by the normal gravity value computed on the
 KA1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1636.degrees latitude (g = 980.6199 gals.).
 KA1636
 KA1636.The modeled gravity was interpolated from observed gravity values.
 KA1636
 KA1636;                    North         East    Units  Estimated Accuracy
 KA1636;SPC IN E     -   497,090.       67,400.      MT  (+/- 180 meters Scaled)
 KA1636
 KA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ816977(NAD 83)
 KA1636
 KA1636                          SUPERSEDED SURVEY CONTROL
 KA1636
 KA1636.No superseded survey control is available for this station.
 KA1636
 KA1636_MARKER: DV = VERTICAL CONTROL DISK
 KA1636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1636_SP_SET: BRIDGE ABUTMENT
 KA1636_STAMPING: L 355 1986
 KA1636_MARK LOGO: NGS
 KA1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1636
 KA1636  HISTORY     - Date     Condition        Report By
 KA1636  HISTORY     - 1986     MONUMENTED       NGS
 KA1636
 KA1636                          STATION DESCRIPTION
 KA1636
 KA1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1636'IN INDIANAPOLIS.
 KA1636'IN INDIANAPOLIS, AT THE JUNCTION OF INTERSTATE HIGHWAY 465 AND
 KA1636'SOUTHEASTERN AVENUE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 KA1636'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE AVENUE
 KA1636'OVERPASS OF THE HIGHWAY, 22.0 M (72.2 FT) SOUTHEAST OF THE CENTER OF
 KA1636'THE NORTH BOUND LANES OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTHWEST OF
 KA1636'THE CENTERLINE OF THE AVENUE.
 KA1636'THE MARK IS 1.0 M BELOW THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1598 ***********************************************************************
 JA1598  CBN         -  This is a Cooperative Base Network Control Station.
 JA1598  DESIGNATION -  L 356
 JA1598  PID         -  JA1598
 JA1598  STATE/COUNTY-  IN/GIBSON
 JA1598  COUNTRY     -  US
 JA1598  USGS QUAD   -  ELBERFELD (2019)
 JA1598
 JA1598                         *CURRENT SURVEY CONTROL
 JA1598  ______________________________________________________________________
 JA1598* NAD 83(2011) POSITION- 38 10 20.88585(N) 087 28 08.49727(W)   ADJUSTED
 JA1598* NAD 83(2011) ELLIP HT-   107.931 (meters)        (06/27/12)   ADJUSTED
 JA1598* NAD 83(2011) EPOCH   -  2010.00
 JA1598* NAVD 88 ORTHO HEIGHT -   139.319 (meters)      457.08  (feet) ADJUSTED
 JA1598  ______________________________________________________________________
 JA1598  GEOID HEIGHT    -        -31.390 (meters)                     GEOID18
 JA1598  NAD 83(2011) X  -    221,711.577 (meters)                     COMP
 JA1598  NAD 83(2011) Y  - -5,015,807.755 (meters)                     COMP
 JA1598  NAD 83(2011) Z  -  3,920,578.317 (meters)                     COMP
 JA1598  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JA1598  DYNAMIC HEIGHT  -        139.225 (meters)      456.77  (feet) COMP
 JA1598  MODELED GRAVITY -    979,951.1   (mgal)                       NAVD 88
 JA1598
 JA1598  VERT ORDER      -  FIRST     CLASS II
 JA1598
 JA1598  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1598  Standards:
 JA1598         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1598            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1598  -------------------------------------------------------------------
 JA1598  NETWORK    0.64   1.45           0.30   0.20   0.74     -0.10919231
 JA1598  -------------------------------------------------------------------
 JA1598  Click here for local accuracies and other accuracy information.
 JA1598
 JA1598.The horizontal coordinates were established by GPS observations
 JA1598.and adjusted by the National Geodetic Survey in June 2012.
 JA1598
 JA1598.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1598.been affixed to the stable North American tectonic plate. See 
 JA1598.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1598
 JA1598.The horizontal coordinates are valid at the epoch date displayed above
 JA1598.which is a decimal equivalence of Year/Month/Day.
 JA1598
 JA1598.The orthometric height was determined by differential leveling and
 JA1598.adjusted by the NATIONAL GEODETIC SURVEY
 JA1598.in June 1991.
 JA1598
 JA1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1598.GEOID18 height accuracy estimate available here.
 JA1598
 JA1598.Click photographs - Photos may exist for this station.
 JA1598
 JA1598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1598
 JA1598.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1598
 JA1598.The ellipsoidal height was determined by GPS observations
 JA1598.and is referenced to NAD 83.
 JA1598
 JA1598.The dynamic height is computed by dividing the NAVD 88
 JA1598.geopotential number by the normal gravity value computed on the
 JA1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1598.degrees latitude (g = 980.6199 gals.).
 JA1598
 JA1598.The modeled gravity was interpolated from observed gravity values.
 JA1598
 JA1598. The following values were computed from the NAD 83(2011) position.
 JA1598
 JA1598;                    North         East     Units Scale Factor Converg.
 JA1598;SPC IN W     -   324,707.345   866,204.132   MT  0.99998073   -0 14 18.1
 JA1598;SPC IN W     - 1,065,310.68  2,841,871.39   sFT  0.99998073   -0 14 18.1
 JA1598;UTM  16      - 4,225,054.942   458,917.200   MT  0.99962079   -0 17 23.6
 JA1598
 JA1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1598!SPC IN W     -   0.99998306  x   0.99998073  =   0.99996380
 JA1598!UTM  16      -   0.99998306  x   0.99962079  =   0.99960386
 JA1598
 JA1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5891725054(NAD 83)
 JA1598
 JA1598                          SUPERSEDED SURVEY CONTROL
 JA1598
 JA1598  NAD 83(2007)-  38 10 20.88590(N)    087 28 08.49810(W) AD(2002.00) 0
 JA1598  ELLIP H (02/10/07)  107.962  (m)                       GP(2002.00)    
 JA1598  NAD 83(1997)-  38 10 20.88578(N)    087 28 08.49850(W) AD(       ) B
 JA1598  ELLIP H (04/10/98)  107.990  (m)                       GP(       ) 4 1
 JA1598  NAVD 88             139.32   (m)          457.1    (f) LEVELING    3  
 JA1598
 JA1598.Superseded values are not recommended for survey control.
 JA1598
 JA1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1598.See file dsdata.pdf to determine how the superseded data were derived.
 JA1598
 JA1598_MARKER: I = METAL ROD
 JA1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1598_STAMPING: L 356 1986
 JA1598_MARK LOGO: NGS
 JA1598_PROJECTION: FLUSH
 JA1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1598+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 JA1598_ROD/PIPE-DEPTH: 3.1 meters
 JA1598
 JA1598  HISTORY     - Date     Condition        Report By
 JA1598  HISTORY     - 1986     MONUMENTED       NGS
 JA1598  HISTORY     - 19970902 GOOD             SEC
 JA1598  HISTORY     - 20031203 GOOD             WOOLPT
 JA1598  HISTORY     - 20050721 GOOD             JCLS
 JA1598  HISTORY     - 20090828 GOOD             ACCU
 JA1598  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1598
 JA1598                          STATION DESCRIPTION
 JA1598
 JA1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1598'23.7 KM (14.7 MI) SOUTH FROM OAKLAND CITY.
 JA1598'23.7 KM (14.7 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1598'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 36.0 M (118.1 FT) WEST OF THE
 JA1598'SOUTH BOUND HIGHWAY CENTERLINE, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF
 JA1598'COUNTY ROAD 1250 SOUTH, AND 2.6 M (8.5 FT) SOUTH OF THE NORTH END OF A
 JA1598'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1598'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JA1598'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1598
 JA1598                          STATION RECOVERY (1997)
 JA1598
 JA1598'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA1598'STATION IS LOCATED 14 MILES (22.5 KM) SOUTH OF OAKLAND CITY AND 1 MILE
 JA1598'(1.6 KM) NORTHWEST OF ELBERFIELD.  TO REACH THE STATION FROM THE
 JA1598'INTERSECTION OF INTERSTATE HIGHWAYS 64, 167 AND STATE HIGHWAY 57, GO
 JA1598'NORTH 0.2 MILES (0.3 KM) ALONG STATE HIGHWAY 57 TO A CROSS ROAD. TURN
 JA1598'LEFT ON COUNTY ROAD 250 SOUTH, A GRAVEL ROAD, AND GO ABOUT 120 FEET
 JA1598'(36.6 M) TO STATION ON LEFT, IN THE RIGHT-OF-WAY OF STATE HIGHWAY 57.
 JA1598'OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVENUE,
 JA1598'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS IN 46204, HENRY
 JA1598'ALDRIDGE, PHONE 317-232-6764.  ACCESS TO ROD IS THROUGH A 5-INCH LOGO
 JA1598'CAP THAT IS LEVEL WITH GROUND AND BELOW LEVEL OF GRAVEL ROAD, ROD IS
 JA1598'0.06 METERS (0.20 FT) BELOW LOGO CAP.  IT IS 36.58 METERS (120.01 FT)
 JA1598'WEST OF THE WEST EDGE OF SOUTHBOUND LANE OF HIGHWAY 57, 9.75 METERS
 JA1598'(31.99 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 250 SOUTH, 2.59
 JA1598'METERS (8.50 FT) SOUTHEAST OF THE END OF RIGHT-OF-WAY FENCE AND 0.2
 JA1598'METERS (0.7 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 JA1598
 JA1598                          STATION RECOVERY (2003)
 JA1598
 JA1598'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 JA1598'RECOVERED IN GOOD CONDITION.
 JA1598
 JA1598                          STATION RECOVERY (2005)
 JA1598
 JA1598'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JA1598'RECOVERED IN GOOD CONDITION.
 JA1598
 JA1598                          STATION RECOVERY (2009)
 JA1598
 JA1598'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WJC)
 JA1598'RECOVERED IN GOOD CONDITION.
 JA1598
 JA1598                          STATION RECOVERY (2022)
 JA1598
 JA1598'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1598'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2842 ***********************************************************************
 JZ2842  DESIGNATION -  L 357
 JZ2842  PID         -  JZ2842
 JZ2842  STATE/COUNTY-  IN/SHELBY
 JZ2842  COUNTRY     -  US
 JZ2842  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2842
 JZ2842                         *CURRENT SURVEY CONTROL
 JZ2842  ______________________________________________________________________
 JZ2842* NAD 83(1986) POSITION- 39 30 31.     (N) 085 42 26.     (W)   SCALED
 JZ2842* NAVD 88 ORTHO HEIGHT -   250.409 (meters)      821.55  (feet) ADJUSTED
 JZ2842  ______________________________________________________________________
 JZ2842  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 JZ2842  DYNAMIC HEIGHT  -        250.259 (meters)      821.06  (feet) COMP
 JZ2842  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JZ2842
 JZ2842  VERT ORDER      -  FIRST     CLASS II
 JZ2842
 JZ2842.The horizontal coordinates were scaled from a map and have
 JZ2842.an estimated accuracy of +/- 6 seconds.
 JZ2842
 JZ2842.The orthometric height was determined by differential leveling and
 JZ2842.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2842.in June 1991.
 JZ2842
 JZ2842.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2842.GEOID18 height accuracy estimate available here.
 JZ2842
 JZ2842.Click photographs - Photos may exist for this station.
 JZ2842
 JZ2842.The dynamic height is computed by dividing the NAVD 88
 JZ2842.geopotential number by the normal gravity value computed on the
 JZ2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2842.degrees latitude (g = 980.6199 gals.).
 JZ2842
 JZ2842.The modeled gravity was interpolated from observed gravity values.
 JZ2842
 JZ2842;                    North         East    Units  Estimated Accuracy
 JZ2842;SPC IN E     -   472,960.       96,510.      MT  (+/- 180 meters Scaled)
 JZ2842
 JZ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ111740(NAD 83)
 JZ2842
 JZ2842                          SUPERSEDED SURVEY CONTROL
 JZ2842
 JZ2842.No superseded survey control is available for this station.
 JZ2842
 JZ2842_MARKER: I = METAL ROD
 JZ2842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2842_STAMPING: L 357 1986
 JZ2842_MARK LOGO: NGS
 JZ2842_PROJECTION: FLUSH
 JZ2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2842_ROD/PIPE-DEPTH: 3.7 meters
 JZ2842
 JZ2842  HISTORY     - Date     Condition        Report By
 JZ2842  HISTORY     - 1986     MONUMENTED       NGS
 JZ2842
 JZ2842                          STATION DESCRIPTION
 JZ2842
 JZ2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2842'3.2 KM (2.0 MI) SE FROM SHELBYVILLE.
 JZ2842'3.2 KM (2.0 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2842'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, 17.0 M (55.8 FT)
 JZ2842'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2842'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A T-FENCE CORNER.
 JZ2842'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2842'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JZ2842'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2816 ***********************************************************************
 JZ2816  DESIGNATION -  L 358
 JZ2816  PID         -  JZ2816
 JZ2816  STATE/COUNTY-  IN/RIPLEY
 JZ2816  COUNTRY     -  US
 JZ2816  USGS QUAD   -  BATESVILLE (2019)
 JZ2816
 JZ2816                         *CURRENT SURVEY CONTROL
 JZ2816  ______________________________________________________________________
 JZ2816* NAD 83(1986) POSITION- 39 17 32.     (N) 085 13 17.     (W)   SCALED
 JZ2816* NAVD 88 ORTHO HEIGHT -   297.288 (meters)      975.35  (feet) ADJUSTED
 JZ2816  ______________________________________________________________________
 JZ2816  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ2816  DYNAMIC HEIGHT  -        297.101 (meters)      974.74  (feet) COMP
 JZ2816  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 JZ2816
 JZ2816  VERT ORDER      -  FIRST     CLASS II
 JZ2816
 JZ2816.The horizontal coordinates were scaled from a map and have
 JZ2816.an estimated accuracy of +/- 6 seconds.
 JZ2816
 JZ2816.The orthometric height was determined by differential leveling and
 JZ2816.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2816.in June 1991.
 JZ2816
 JZ2816.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2816.GEOID18 height accuracy estimate available here.
 JZ2816
 JZ2816.Click photographs - Photos may exist for this station.
 JZ2816
 JZ2816.The dynamic height is computed by dividing the NAVD 88
 JZ2816.geopotential number by the normal gravity value computed on the
 JZ2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2816.degrees latitude (g = 980.6199 gals.).
 JZ2816
 JZ2816.The modeled gravity was interpolated from observed gravity values.
 JZ2816
 JZ2816;                    North         East    Units  Estimated Accuracy
 JZ2816;SPC IN E     -   449,030.      138,410.      MT  (+/- 180 meters Scaled)
 JZ2816
 JZ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ533507(NAD 83)
 JZ2816
 JZ2816                          SUPERSEDED SURVEY CONTROL
 JZ2816
 JZ2816.No superseded survey control is available for this station.
 JZ2816
 JZ2816_MARKER: I = METAL ROD
 JZ2816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2816_STAMPING: L 358 1986
 JZ2816_MARK LOGO: NGS
 JZ2816_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2816_ROD/PIPE-DEPTH: 4.6 meters
 JZ2816
 JZ2816  HISTORY     - Date     Condition        Report By
 JZ2816  HISTORY     - 1986     MONUMENTED       NGS
 JZ2816  HISTORY     - 20221220 MARK NOT FOUND   INDOT
 JZ2816
 JZ2816                          STATION DESCRIPTION
 JZ2816
 JZ2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2816'IN BATESVILLE.
 JZ2816'IN BATESVILLE, AT THE INTERSECTION OF PARK AVENUE AND THE CONRAIL
 JZ2816'RAILROAD, 12.7 M (41.7 FT) EAST OF THE CENTER OF PARK AVENUE, 7.4 M
 JZ2816'(24.3 FT) SOUTH OF THE CENTER OF CENTRAL AVENUE, 6.9 M (22.6 FT) NORTH
 JZ2816'OF THE NEAR RAIL, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.
 JZ2816'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2816'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 JZ2816
 JZ2816                          STATION RECOVERY (2022)
 JZ2816
 JZ2816'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2816'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2799 ***********************************************************************
 JZ2799  DESIGNATION -  L 359
 JZ2799  PID         -  JZ2799
 JZ2799  STATE/COUNTY-  IN/DEARBORN
 JZ2799  COUNTRY     -  US
 JZ2799  USGS QUAD   -  GUILFORD (2019)
 JZ2799
 JZ2799                         *CURRENT SURVEY CONTROL
 JZ2799  ______________________________________________________________________
 JZ2799* NAD 83(1986) POSITION- 39 12 28.     (N) 084 55 48.     (W)   SCALED
 JZ2799* NAVD 88 ORTHO HEIGHT -   212.433 (meters)      696.96  (feet) ADJUSTED
 JZ2799  ______________________________________________________________________
 JZ2799  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 JZ2799  DYNAMIC HEIGHT  -        212.300 (meters)      696.52  (feet) COMP
 JZ2799  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 JZ2799
 JZ2799  VERT ORDER      -  FIRST     CLASS II
 JZ2799
 JZ2799.The horizontal coordinates were scaled from a map and have
 JZ2799.an estimated accuracy of +/- 6 seconds.
 JZ2799
 JZ2799.The orthometric height was determined by differential leveling and
 JZ2799.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2799.in June 1991.
 JZ2799
 JZ2799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2799.GEOID18 height accuracy estimate available here.
 JZ2799
 JZ2799.Click photographs - Photos may exist for this station.
 JZ2799
 JZ2799.The dynamic height is computed by dividing the NAVD 88
 JZ2799.geopotential number by the normal gravity value computed on the
 JZ2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2799.degrees latitude (g = 980.6199 gals.).
 JZ2799
 JZ2799.The modeled gravity was interpolated from observed gravity values.
 JZ2799
 JZ2799;                    North         East    Units  Estimated Accuracy
 JZ2799;SPC IN E     -   439,820.      163,630.      MT  (+/- 180 meters Scaled)
 JZ2799
 JZ2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ787418(NAD 83)
 JZ2799
 JZ2799                          SUPERSEDED SURVEY CONTROL
 JZ2799
 JZ2799.No superseded survey control is available for this station.
 JZ2799
 JZ2799_MARKER: I = METAL ROD
 JZ2799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2799_STAMPING: L 359 1986
 JZ2799_MARK LOGO: NGS
 JZ2799_PROJECTION: FLUSH
 JZ2799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2799_ROD/PIPE-DEPTH: 9.8 meters
 JZ2799
 JZ2799  HISTORY     - Date     Condition        Report By
 JZ2799  HISTORY     - 1986     MONUMENTED       NGS
 JZ2799
 JZ2799                          STATION DESCRIPTION
 JZ2799
 JZ2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2799'17.8 KM (11.05 MI) NORTH FROM LAWRENCEBURG.
 JZ2799'17.8 KM (11.05 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2799'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 0.6 KM (0.35 MI) NORTHWEST OF A
 JZ2799'POWER LINE CROSSING, 16.6 M (54.5 FT) SOUTHEAST OF THE CENTER OF A
 JZ2799'DRIVEWAY, AND 12.7 M (41.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2799'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JZ2799'CAP.
 JZ2799'THE MARK IS 0.1 METERS  SW FROM  A WITNESS POST
 JZ2799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0738 ***********************************************************************
 MD0738  DESIGNATION -  L 36
 MD0738  PID         -  MD0738
 MD0738  STATE/COUNTY-  IN/WHITLEY
 MD0738  COUNTRY     -  US
 MD0738  USGS QUAD   -  LAUD (2019)
 MD0738
 MD0738                         *CURRENT SURVEY CONTROL
 MD0738  ______________________________________________________________________
 MD0738* NAD 83(1986) POSITION- 41 04 36.     (N) 085 28 13.     (W)   SCALED
 MD0738* NAVD 88 ORTHO HEIGHT -   258.518 (meters)      848.15  (feet) ADJUSTED
 MD0738  ______________________________________________________________________
 MD0738  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 MD0738  DYNAMIC HEIGHT  -        258.412 (meters)      847.81  (feet) COMP
 MD0738  MODELED GRAVITY -    980,208.5   (mgal)                       NAVD 88
 MD0738
 MD0738  VERT ORDER      -  SECOND    CLASS 0
 MD0738
 MD0738.The horizontal coordinates were scaled from a map and have
 MD0738.an estimated accuracy of +/- 6 seconds.
 MD0738
 MD0738.The orthometric height was determined by differential leveling and
 MD0738.adjusted by the NATIONAL GEODETIC SURVEY
 MD0738.in June 1991.
 MD0738
 MD0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0738.GEOID18 height accuracy estimate available here.
 MD0738
 MD0738.Click photographs - Photos may exist for this station.
 MD0738
 MD0738.The dynamic height is computed by dividing the NAVD 88
 MD0738.geopotential number by the normal gravity value computed on the
 MD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0738.degrees latitude (g = 980.6199 gals.).
 MD0738
 MD0738.The modeled gravity was interpolated from observed gravity values.
 MD0738
 MD0738;                    North         East    Units  Estimated Accuracy
 MD0738;SPC IN E     -   647,090.      116,500.      MT  (+/- 180 meters Scaled)
 MD0738
 MD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285483(NAD 83)
 MD0738
 MD0738                          SUPERSEDED SURVEY CONTROL
 MD0738
 MD0738  NGVD 29 (??/??/92)  258.670  (m)          848.65   (f) ADJ UNCH    2 0
 MD0738
 MD0738.Superseded values are not recommended for survey control.
 MD0738
 MD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0738.See file dsdata.pdf to determine how the superseded data were derived.
 MD0738
 MD0738_MARKER: DB = BENCH MARK DISK
 MD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0738_STAMPING: L 36 1934
 MD0738_MARK LOGO: CGS
 MD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0738+STABILITY: SURFACE MOTION
 MD0738
 MD0738  HISTORY     - Date     Condition        Report By
 MD0738  HISTORY     - 1934     MONUMENTED       CGS
 MD0738  HISTORY     - 1961     GOOD             CGS
 MD0738
 MD0738                          STATION DESCRIPTION
 MD0738
 MD0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0738'5.5 MI S FROM COLUMBIA CITY.
 MD0738'ABOUT 5.5 MILES S ALONG NO. 9 INDIANA HWY. FROM COURTHOUSE IN
 MD0738'COLUMBIA CITY, ABOUT 109 YARDS S OF CENTER LINE OF NO. 14 INDIANA
 MD0738'HWY., 38 FEET N OF NO. 42203 POWER POLE, 36 FEET W OF CENTER LINE
 MD0738'OF HWY., 2-1/2 FEET HIGHER THAN SAME, 8-1/2 FEET N OF PROJECTED
 MD0738'PLANE OF N WALL OF FRAME HOUSE ON W SIDE OF HWY., AND PROJECTING
 MD0738'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1731 ***********************************************************************
 KA1731  DESIGNATION -  L 360
 KA1731  PID         -  KA1731
 KA1731  STATE/COUNTY-  IN/VIGO
 KA1731  COUNTRY     -  US
 KA1731  USGS QUAD   -  NEW GOSHEN (2019)
 KA1731
 KA1731                         *CURRENT SURVEY CONTROL
 KA1731  ______________________________________________________________________
 KA1731* NAD 83(1986) POSITION- 39 34 07.     (N) 087 26 13.     (W)   SCALED
 KA1731* NAVD 88 ORTHO HEIGHT -   179.680 (meters)      589.50  (feet) ADJUSTED
 KA1731  ______________________________________________________________________
 KA1731  GEOID HEIGHT    -        -32.697 (meters)                     GEOID18
 KA1731  DYNAMIC HEIGHT  -        179.578 (meters)      589.17  (feet) COMP
 KA1731  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 KA1731
 KA1731  VERT ORDER      -  FIRST     CLASS II
 KA1731
 KA1731.The horizontal coordinates were scaled from a map and have
 KA1731.an estimated accuracy of +/- 6 seconds.
 KA1731
 KA1731.The orthometric height was determined by differential leveling and
 KA1731.adjusted by the NATIONAL GEODETIC SURVEY
 KA1731.in June 1991.
 KA1731
 KA1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1731.GEOID18 height accuracy estimate available here.
 KA1731
 KA1731.Click photographs - Photos may exist for this station.
 KA1731
 KA1731.The dynamic height is computed by dividing the NAVD 88
 KA1731.geopotential number by the normal gravity value computed on the
 KA1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1731.degrees latitude (g = 980.6199 gals.).
 KA1731
 KA1731.The modeled gravity was interpolated from observed gravity values.
 KA1731
 KA1731;                    North         East    Units  Estimated Accuracy
 KA1731;SPC IN W     -   479,680.      869,620.      MT  (+/- 180 meters Scaled)
 KA1731
 KA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624799(NAD 83)
 KA1731
 KA1731                          SUPERSEDED SURVEY CONTROL
 KA1731
 KA1731.No superseded survey control is available for this station.
 KA1731
 KA1731_MARKER: I = METAL ROD
 KA1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1731_STAMPING: L 360 1986
 KA1731_MARK LOGO: NGS
 KA1731_PROJECTION: FLUSH
 KA1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1731_ROD/PIPE-DEPTH: 7.3 meters
 KA1731
 KA1731  HISTORY     - Date     Condition        Report By
 KA1731  HISTORY     - 1986     MONUMENTED       NGS
 KA1731
 KA1731                          STATION DESCRIPTION
 KA1731
 KA1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1731'10.0 KM (6.2 MI) SOUTH FROM CLINTON.
 KA1731'10.0 KM (6.2 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1731'WITH STATE HIGHWAY 163 IN CLINTON, 0.6 KM (0.35 MI) NORTH OF THE
 KA1731'INTERSECTION OF A PAVED CROSSROAD LEADING NORTHWEST TO NEW GOSHEN AND
 KA1731'EAST TO TECUMSEH, 62.2 M (204.1 FT) SOUTH-SOUTHEAST OF THE SOUTH END
 KA1731'OF A METAL GUARDRAIL, AND 18.8 M (61.7 FT) EAST OF THE CENTERLINE OF
 KA1731'THE NORTH BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 KA1731'HAD THROUGH A 5-INCH LOGO CAP.
 KA1731'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1731'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1757 ***********************************************************************
 KA1757  DESIGNATION -  L 361
 KA1757  PID         -  KA1757
 KA1757  STATE/COUNTY-  IN/VERMILLION
 KA1757  COUNTRY     -  US
 KA1757  USGS QUAD   -  NEWPORT (2019)
 KA1757
 KA1757                         *CURRENT SURVEY CONTROL
 KA1757  ______________________________________________________________________
 KA1757* NAD 83(1986) POSITION- 39 55 56.     (N) 087 26 52.     (W)   SCALED
 KA1757* NAVD 88 ORTHO HEIGHT -   161.539 (meters)      529.98  (feet) ADJUSTED
 KA1757  ______________________________________________________________________
 KA1757  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 KA1757  DYNAMIC HEIGHT  -        161.454 (meters)      529.70  (feet) COMP
 KA1757  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 KA1757
 KA1757  VERT ORDER      -  FIRST     CLASS II
 KA1757
 KA1757.The horizontal coordinates were scaled from a map and have
 KA1757.an estimated accuracy of +/- 6 seconds.
 KA1757
 KA1757.The orthometric height was determined by differential leveling and
 KA1757.adjusted by the NATIONAL GEODETIC SURVEY
 KA1757.in June 1991.
 KA1757
 KA1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1757.GEOID18 height accuracy estimate available here.
 KA1757
 KA1757.Click photographs - Photos may exist for this station.
 KA1757
 KA1757.The dynamic height is computed by dividing the NAVD 88
 KA1757.geopotential number by the normal gravity value computed on the
 KA1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1757.degrees latitude (g = 980.6199 gals.).
 KA1757
 KA1757.The modeled gravity was interpolated from observed gravity values.
 KA1757
 KA1757;                    North         East    Units  Estimated Accuracy
 KA1757;SPC IN W     -   520,060.      868,850.      MT  (+/- 180 meters Scaled)
 KA1757
 KA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK617203(NAD 83)
 KA1757
 KA1757                          SUPERSEDED SURVEY CONTROL
 KA1757
 KA1757.No superseded survey control is available for this station.
 KA1757
 KA1757_MARKER: I = METAL ROD
 KA1757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1757_STAMPING: L 361 1986
 KA1757_MARK LOGO: NGS
 KA1757_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1757_ROD/PIPE-DEPTH: 11.0 meters
 KA1757
 KA1757  HISTORY     - Date     Condition        Report By
 KA1757  HISTORY     - 1986     MONUMENTED       NGS
 KA1757
 KA1757                          STATION DESCRIPTION
 KA1757
 KA1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1757'2.5 KM (1.55 MI) SOUTH FROM CAYUGA.
 KA1757'2.5 KM (1.55 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1757'WITH STATE HIGHWAY 234 IN CAYUGA, 0.4 KM (0.25 MI) SOUTHEAST OF THE
 KA1757'INTERSECTION OF COUNTY ROAD 350 N, 30.9 M (101.4 FT) NORTHEAST OF THE
 KA1757'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 7.9 M (25.9 FT)
 KA1757'NORTHWEST OF UTILITY POLE NUMBER 294-708, AND 5.8 M (19.0 FT)
 KA1757'NORTHWEST OF THE SOUTHEAST END OF A CHAIN LINK FENCE.  NOTE--ACCESS TO
 KA1757'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1757'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 KA1757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3377 ***********************************************************************
 ME3377  DESIGNATION -  L 367
 ME3377  PID         -  ME3377
 ME3377  STATE/COUNTY-  IN/LAKE
 ME3377  COUNTRY     -  US
 ME3377  USGS QUAD   -  GARY (2019)
 ME3377
 ME3377                         *CURRENT SURVEY CONTROL
 ME3377  ______________________________________________________________________
 ME3377* NAD 83(1986) POSITION- 41 34 17.     (N) 087 19 07.     (W)   SCALED
 ME3377* NAVD 88 ORTHO HEIGHT -   182.802 (meters)      599.74  (feet) ADJUSTED
 ME3377  ______________________________________________________________________
 ME3377  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 ME3377  DYNAMIC HEIGHT  -        182.733 (meters)      599.52  (feet) COMP
 ME3377  MODELED GRAVITY -    980,244.5   (mgal)                       NAVD 88
 ME3377
 ME3377  VERT ORDER      -  FIRST     CLASS II
 ME3377
 ME3377.The horizontal coordinates were scaled from a map and have
 ME3377.an estimated accuracy of +/- 6 seconds.
 ME3377
 ME3377.The orthometric height was determined by differential leveling and
 ME3377.adjusted by the NATIONAL GEODETIC SURVEY
 ME3377.in April 1995.
 ME3377
 ME3377.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3377.GEOID18 height accuracy estimate available here.
 ME3377
 ME3377.Click photographs - Photos may exist for this station.
 ME3377
 ME3377.The dynamic height is computed by dividing the NAVD 88
 ME3377.geopotential number by the normal gravity value computed on the
 ME3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3377.degrees latitude (g = 980.6199 gals.).
 ME3377
 ME3377.The modeled gravity was interpolated from observed gravity values.
 ME3377
 ME3377;                    North         East    Units  Estimated Accuracy
 ME3377;SPC IN W     -   702,040.      880,380.      MT  (+/- 180 meters Scaled)
 ME3377
 ME3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM734022(NAD 83)
 ME3377
 ME3377                          SUPERSEDED SURVEY CONTROL
 ME3377
 ME3377  NGVD 29 (01/19/93)  182.903  (m)          600.07   (f) ADJUSTED    1 2
 ME3377
 ME3377.Superseded values are not recommended for survey control.
 ME3377
 ME3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3377.See file dsdata.pdf to determine how the superseded data were derived.
 ME3377
 ME3377_MARKER: I = METAL ROD
 ME3377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3377_STAMPING: L 367 1992
 ME3377_MARK LOGO: NGS
 ME3377_PROJECTION: FLUSH
 ME3377_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3377+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3377_ROD/PIPE-DEPTH: 18.9 meters
 ME3377
 ME3377  HISTORY     - Date     Condition        Report By
 ME3377  HISTORY     - 1992     MONUMENTED       NGS
 ME3377  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME3377
 ME3377                          STATION DESCRIPTION
 ME3377
 ME3377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3377'IN GARY, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND MARTIN LUTHER
 ME3377'KING DRIVE, 17.8 M (58.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 ME3377'LANES OF THE DRIVE, 12.1 M (39.7 FT) NORTHEAST OF THE NEAR RAIL, 8.7
 ME3377'M (28.5 FT) NORTHEAST OF A SIGN, 0.7 M (2.3 FT) BELOW THE LEVEL OF
 ME3377'THE TRACK, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.
 ME3377'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ME3377
 ME3377                          STATION RECOVERY (2021)
 ME3377
 ME3377'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME3377'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1966 ***********************************************************************
 MD1966  DESIGNATION -  L 368
 MD1966  PID         -  MD1966
 MD1966  STATE/COUNTY-  IN/WHITLEY
 MD1966  COUNTRY     -  US
 MD1966  USGS QUAD   -  COLUMBIA CITY (2019)
 MD1966
 MD1966                         *CURRENT SURVEY CONTROL
 MD1966  ______________________________________________________________________
 MD1966* NAD 83(1986) POSITION- 41 08 07.     (N) 085 25 45.     (W)   SCALED
 MD1966* NAVD 88 ORTHO HEIGHT -   253.912 (meters)      833.04  (feet) ADJUSTED
 MD1966  ______________________________________________________________________
 MD1966  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 MD1966  DYNAMIC HEIGHT  -        253.814 (meters)      832.72  (feet) COMP
 MD1966  MODELED GRAVITY -    980,232.4   (mgal)                       NAVD 88
 MD1966
 MD1966  VERT ORDER      -  FIRST     CLASS II
 MD1966
 MD1966.The horizontal coordinates were scaled from a map and have
 MD1966.an estimated accuracy of +/- 6 seconds.
 MD1966
 MD1966.The orthometric height was determined by differential leveling and
 MD1966.adjusted by the NATIONAL GEODETIC SURVEY
 MD1966.in April 1995.
 MD1966
 MD1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1966.GEOID18 height accuracy estimate available here.
 MD1966
 MD1966.Click photographs - Photos may exist for this station.
 MD1966
 MD1966.The dynamic height is computed by dividing the NAVD 88
 MD1966.geopotential number by the normal gravity value computed on the
 MD1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1966.degrees latitude (g = 980.6199 gals.).
 MD1966
 MD1966.The modeled gravity was interpolated from observed gravity values.
 MD1966
 MD1966;                    North         East    Units  Estimated Accuracy
 MD1966;SPC IN E     -   653,610.      119,940.      MT  (+/- 180 meters Scaled)
 MD1966
 MD1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318549(NAD 83)
 MD1966
 MD1966                          SUPERSEDED SURVEY CONTROL
 MD1966
 MD1966  NGVD 29 (01/19/93)  254.066  (m)          833.55   (f) ADJUSTED    1 2
 MD1966
 MD1966.Superseded values are not recommended for survey control.
 MD1966
 MD1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1966.See file dsdata.pdf to determine how the superseded data were derived.
 MD1966
 MD1966_MARKER: DV = VERTICAL CONTROL DISK
 MD1966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1966_SP_SET: HEADWALL
 MD1966_STAMPING: L 368 1992
 MD1966_MARK LOGO: NGS
 MD1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1966+STABILITY: SURFACE MOTION
 MD1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1966+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1966
 MD1966  HISTORY     - Date     Condition        Report By
 MD1966  HISTORY     - 1992     MONUMENTED       NGS
 MD1966
 MD1966                          STATION DESCRIPTION
 MD1966
 MD1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1966'5.2 KM (3.25 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1966'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, IN TOP OF AND 0.5 M
 MD1966'(1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST STONE
 MD1966'HEADWALL OF A LARGE CULVERT, 3.0 M (9.8 FT) SOUTHWEST OF THE NEAR
 MD1966'RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1081 ***********************************************************************
 LA1081  DESIGNATION -  L 37
 LA1081  PID         -  LA1081
 LA1081  STATE/COUNTY-  IN/BLACKFORD
 LA1081  COUNTRY     -  US
 LA1081  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1081
 LA1081                         *CURRENT SURVEY CONTROL
 LA1081  ______________________________________________________________________
 LA1081* NAD 83(1986) POSITION- 40 26 58.     (N) 085 16 50.     (W)   SCALED
 LA1081* NAVD 88 ORTHO HEIGHT -   273.481 (meters)      897.25  (feet) ADJUSTED
 LA1081  ______________________________________________________________________
 LA1081  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA1081  DYNAMIC HEIGHT  -        273.341 (meters)      896.79  (feet) COMP
 LA1081  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 LA1081
 LA1081  VERT ORDER      -  SECOND    CLASS 0
 LA1081
 LA1081.The horizontal coordinates were scaled from a map and have
 LA1081.an estimated accuracy of +/- 6 seconds.
 LA1081
 LA1081.The orthometric height was determined by differential leveling and
 LA1081.adjusted by the NATIONAL GEODETIC SURVEY
 LA1081.in June 1991.
 LA1081
 LA1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1081.GEOID18 height accuracy estimate available here.
 LA1081
 LA1081.Click photographs - Photos may exist for this station.
 LA1081
 LA1081.The dynamic height is computed by dividing the NAVD 88
 LA1081.geopotential number by the normal gravity value computed on the
 LA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1081.degrees latitude (g = 980.6199 gals.).
 LA1081
 LA1081.The modeled gravity was interpolated from observed gravity values.
 LA1081
 LA1081;                    North         East    Units  Estimated Accuracy
 LA1081;SPC IN E     -   577,490.      132,750.      MT  (+/- 180 meters Scaled)
 LA1081
 LA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK458790(NAD 83)
 LA1081
 LA1081                          SUPERSEDED SURVEY CONTROL
 LA1081
 LA1081  NGVD 29 (??/??/92)  273.615  (m)          897.69   (f) ADJ UNCH    2 0
 LA1081
 LA1081.Superseded values are not recommended for survey control.
 LA1081
 LA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1081.See file dsdata.pdf to determine how the superseded data were derived.
 LA1081
 LA1081_MARKER: DB = BENCH MARK DISK
 LA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1081_STAMPING: L 37 1947
 LA1081_MARK LOGO: CGS
 LA1081_PROJECTION: FLUSH
 LA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1081+STABILITY: SURFACE MOTION
 LA1081
 LA1081  HISTORY     - Date     Condition        Report By
 LA1081  HISTORY     - 1934     MONUMENTED       CGS
 LA1081  HISTORY     - 1947     GOOD             CGS
 LA1081
 LA1081                          STATION DESCRIPTION
 LA1081
 LA1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1081'4.6 MI E FROM HARTFORD CITY.
 LA1081'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 26 FROM THE COURT
 LA1081'HOUSE AT HARTFORT CITY, ABOUT 0.2 MILE WEST OF THE JUNCTION
 LA1081'OF STATE HIGHWAY 303 LEADING NORTH AND A BLACK TOP ROAD LEADING
 LA1081'SOUTH TO MILGROVE, ABOUT 110 YARDS NORTHEAST AND ACROSS THE HIGHWAY
 LA1081'FROM THE CARL E. SANDOE FARM HOUSE, 36 FEET NORTH OF THE CENTER
 LA1081'LINE OF THE HIGHWAY, 102 FEET EAST OF A GATE POST AT A FIELD
 LA1081'ENTRANCE, 254 FEET WEST OF THE NORTHWEST CORNER OF A 20-FOOT
 LA1081'CONCRETE HIGHWAY BRIDGE, 36.5 FEET WEST OF A HIGHWAY R/W MARKER
 LA1081'POST, 3.8 FEET EAST OF POWER POLE NO. BL 2637, 2.5 FEET SOUTH
 LA1081'OF THE FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 LA1081'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1081'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7517 ***********************************************************************
 DR7517  DESIGNATION -  L 375
 DR7517  PID         -  DR7517
 DR7517  STATE/COUNTY-  IN/ELKHART
 DR7517  COUNTRY     -  US
 DR7517  USGS QUAD   -  MIDDLEBURY (2019)
 DR7517
 DR7517                         *CURRENT SURVEY CONTROL
 DR7517  ______________________________________________________________________
 DR7517* NAD 83(1986) POSITION- 41 38 22.03   (N) 085 42 18.33   (W)   HD_HELD1
 DR7517* NAVD 88 ORTHO HEIGHT -   276.652 (meters)      907.65  (feet) ADJUSTED
 DR7517  ______________________________________________________________________
 DR7517  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 DR7517  DYNAMIC HEIGHT  -        276.547 (meters)      907.30  (feet) COMP
 DR7517  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 DR7517
 DR7517  VERT ORDER      -  SECOND    CLASS I
 DR7517
 DR7517.The horizontal coordinates were determined by differentially corrected
 DR7517.hand held GPS observations or other comparable positioning techniques
 DR7517.and have an estimated accuracy of +/- 3 meters.
 DR7517
 DR7517.The orthometric height was determined by differential leveling and
 DR7517.adjusted by the NATIONAL GEODETIC SURVEY
 DR7517.in March 2022.
 DR7517
 DR7517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7517.GEOID18 height accuracy estimate available here.
 DR7517
 DR7517.Click photographs - Photos may exist for this station.
 DR7517
 DR7517.The dynamic height is computed by dividing the NAVD 88
 DR7517.geopotential number by the normal gravity value computed on the
 DR7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7517.degrees latitude (g = 980.6199 gals.).
 DR7517
 DR7517.The modeled gravity was interpolated from observed gravity values.
 DR7517
 DR7517;                    North         East    Units  Estimated Accuracy
 DR7517;SPC IN E     -   709,574.2      96,798.7     MT  (+/- 3 meters HH1 GPS) 
 DR7517
 DR7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0784510556(NAD 83)
 DR7517
 DR7517                          SUPERSEDED SURVEY CONTROL
 DR7517
 DR7517.No superseded survey control is available for this station.
 DR7517
 DR7517_MARKER: F = FLANGE-ENCASED ROD
 DR7517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7517_STAMPING: L 375 2018
 DR7517_MARK LOGO: NONE
 DR7517_PROJECTION: RECESSED 8 CENTIMETERS
 DR7517_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7517+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DR7517_ROD/PIPE-DEPTH: 35.1 meters
 DR7517_SLEEVE-DEPTH  : 0.9 meters
 DR7517
 DR7517  HISTORY     - Date     Condition        Report By
 DR7517  HISTORY     - 20180611 MONUMENTED       INDOT
 DR7517
 DR7517                          STATION DESCRIPTION
 DR7517
 DR7517'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7517'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF MILLERSBURG, 6.9
 DR7517'MI (11.1 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 2.5 MI (4.0 KM) SOUTH
 DR7517'OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7517'
 DR7517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND
 DR7517'STATE ROAD 13, TRAVEL SOUTH 1.02 MI (1.64 KM) ALONG STATE ROAD 13 TO
 DR7517'THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED IN THE
 DR7517'SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE ROAD 13 AND COUNTY
 DR7517'ROAD 20.
 DR7517'
 DR7517'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 25 FT (7.6 M) EAST
 DR7517'OF THE STATE ROAD 13 CENTERLINE AND APPROXIMATELY 35 FT (10.7 M) SOUTH
 DR7517'OF THE COUNTY ROAD 20 CENTERLINE.  IT IS LOCATED 106.2 FT (32.4 M)
 DR7517'SOUTH OF A MAG NAIL IN THE WEST FACE OF POWER POLE 688-054, 72.6 FT
 DR7517'(22.1 M) SOUTH-SOUTHWEST OF A MAG NAIL IN THE WEST SIDE OF A FENCE
 DR7517'POST IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 20.0 FT (6.1 M)
 DR7517'SOUTHWEST OF A MAG NAIL IN THE NORTHWEST SIDE OF POWER POLE 688-053
 DR7517'AND 73.5 FT (22.4 M) NORTHEAST OF THE NORTHWEST CORNER OF THE POST FOR
 DR7517'THE MAILBOX NUMBERED 59011 AND 20.00 FT (6.1 M) SOUTHWEST OF A MAG
 DR7517'NAIL IN THE NORTHWEST SIDE OF POWER POLE 688-053.
 DR7517'
 DR7517'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7517'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7543 ***********************************************************************
 DR7543  DESIGNATION -  L 376
 DR7543  PID         -  DR7543
 DR7543  STATE/COUNTY-  IN/LAGRANGE
 DR7543  COUNTRY     -  US
 DR7543  USGS QUAD   -  MONGO (2019)
 DR7543
 DR7543                         *CURRENT SURVEY CONTROL
 DR7543  ______________________________________________________________________
 DR7543* NAD 83(1986) POSITION- 41 38 30.69   (N) 085 18 47.50   (W)   HD_HELD1
 DR7543* NAVD 88 ORTHO HEIGHT -   287.540 (meters)      943.37  (feet) ADJUSTED
 DR7543  ______________________________________________________________________
 DR7543  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 DR7543  DYNAMIC HEIGHT  -        287.429 (meters)      943.01  (feet) COMP
 DR7543  MODELED GRAVITY -    980,230.2   (mgal)                       NAVD 88
 DR7543
 DR7543  VERT ORDER      -  SECOND    CLASS I
 DR7543
 DR7543.The horizontal coordinates were determined by differentially corrected
 DR7543.hand held GPS observations or other comparable positioning techniques
 DR7543.and have an estimated accuracy of +/- 3 meters.
 DR7543
 DR7543.The orthometric height was determined by differential leveling and
 DR7543.adjusted by the NATIONAL GEODETIC SURVEY
 DR7543.in March 2022.
 DR7543
 DR7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7543.GEOID18 height accuracy estimate available here.
 DR7543
 DR7543.Click photographs - Photos may exist for this station.
 DR7543
 DR7543.The dynamic height is computed by dividing the NAVD 88
 DR7543.geopotential number by the normal gravity value computed on the
 DR7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7543.degrees latitude (g = 980.6199 gals.).
 DR7543
 DR7543.The modeled gravity was interpolated from observed gravity values.
 DR7543
 DR7543;                    North         East    Units  Estimated Accuracy
 DR7543;SPC IN E     -   709,901.0     129,448.1     MT  (+/- 3 meters HH1 GPS) 
 DR7543
 DR7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4048011387(NAD 83)
 DR7543
 DR7543                          SUPERSEDED SURVEY CONTROL
 DR7543
 DR7543.No superseded survey control is available for this station.
 DR7543
 DR7543_MARKER: F = FLANGE-ENCASED ROD
 DR7543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7543_STAMPING: L 376 2018
 DR7543_MARK LOGO: NONE
 DR7543_PROJECTION: RECESSED 8 CENTIMETERS
 DR7543_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7543+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DR7543_ROD/PIPE-DEPTH: 13.0 meters
 DR7543_SLEEVE-DEPTH  : 0.9 meters
 DR7543
 DR7543  HISTORY     - Date     Condition        Report By
 DR7543  HISTORY     - 20180627 MONUMENTED       INDOT
 DR7543
 DR7543                          STATION DESCRIPTION
 DR7543
 DR7543'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7543'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF STROH, 5.4 MI
 DR7543'(8.7 KM) EAST OF LAGRANGE AND 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF
 DR7543'MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7543'
 DR7543'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7543'TRAVEL WEST 1.87 MI (3.01 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7543'THE LEFT (SOUTH) SIDE OF THE ROAD.
 DR7543'
 DR7543'THE STATION IS FLUSH WITH THE GROUND, 37 FT (11.3 M) SOUTH OF THE
 DR7543'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 235 FT (71.6 M) EAST OF
 DR7543'A FARM FIELD ENTRANCE.  IT IS LOCATED 35.43 FT (10.8 M) EAST-NORTHEAST
 DR7543'OF A MAG NAIL SET IN POWER POLE (NO NUMBER), 101.30 FT (30.9 M)
 DR7543'SOUTH-SOUTHWEST OF A MAG NAIL SET IN TELEPHONE POLE A28771960 AND
 DR7543'181.51 FT (55.3 M) WEST OF A MAG NAIL SET IN POWER POLE 1080-917.
 DR7543'
 DR7543'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7543'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7566 ***********************************************************************
 DR7566  DESIGNATION -  L 377
 DR7566  PID         -  DR7566
 DR7566  STATE/COUNTY-  IN/LAGRANGE
 DR7566  COUNTRY     -  US
 DR7566  USGS QUAD   -  MONGO (2019)
 DR7566
 DR7566                         *CURRENT SURVEY CONTROL
 DR7566  ______________________________________________________________________
 DR7566* NAD 83(1986) POSITION- 41 37 38.10   (N) 085 16 20.56   (W)   HD_HELD1
 DR7566* NAVD 88 ORTHO HEIGHT -   300.112 (meters)      984.62  (feet) ADJUSTED
 DR7566  ______________________________________________________________________
 DR7566  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 DR7566  DYNAMIC HEIGHT  -        299.996 (meters)      984.24  (feet) COMP
 DR7566  MODELED GRAVITY -    980,228.7   (mgal)                       NAVD 88
 DR7566
 DR7566  VERT ORDER      -  SECOND    CLASS I
 DR7566
 DR7566.The horizontal coordinates were determined by differentially corrected
 DR7566.hand held GPS observations or other comparable positioning techniques
 DR7566.and have an estimated accuracy of +/- 3 meters.
 DR7566
 DR7566.The orthometric height was determined by differential leveling and
 DR7566.adjusted by the NATIONAL GEODETIC SURVEY
 DR7566.in March 2022.
 DR7566
 DR7566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7566.GEOID18 height accuracy estimate available here.
 DR7566
 DR7566.Click photographs - Photos may exist for this station.
 DR7566
 DR7566.The dynamic height is computed by dividing the NAVD 88
 DR7566.geopotential number by the normal gravity value computed on the
 DR7566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7566.degrees latitude (g = 980.6199 gals.).
 DR7566
 DR7566.The modeled gravity was interpolated from observed gravity values.
 DR7566
 DR7566;                    North         East    Units  Estimated Accuracy
 DR7566;SPC IN E     -   708,293.3     132,856.0     MT  (+/- 3 meters HH1 GPS) 
 DR7566
 DR7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4391209833(NAD 83)
 DR7566
 DR7566                          SUPERSEDED SURVEY CONTROL
 DR7566
 DR7566.No superseded survey control is available for this station.
 DR7566
 DR7566_MARKER: F = FLANGE-ENCASED ROD
 DR7566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7566_STAMPING: L 377 2018
 DR7566_MARK LOGO: NONE
 DR7566_PROJECTION: RECESSED 8 CENTIMETERS
 DR7566_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7566+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 DR7566_ROD/PIPE-DEPTH: 22.4 meters
 DR7566_SLEEVE-DEPTH  : 0.9 meters
 DR7566
 DR7566  HISTORY     - Date     Condition        Report By
 DR7566  HISTORY     - 20180719 MONUMENTED       INDOT
 DR7566
 DR7566                          STATION DESCRIPTION
 DR7566
 DR7566'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7566'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF LAGRANGE, 4.9 MI
 DR7566'(7.9 KM) NORTHWEST OF STROH AND 4.0 MI (6.4 KM) SOUTH OF MONGO.
 DR7566'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7566'
 DR7566'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7566'TRAVEL SOUTH, SOUTHEAST AND SOUTH 1.10 MI (1.77 KM) ALONG STATE ROAD 3
 DR7566'TO THE MONUMENT ON THE RIGHT (WEST) SIDE OF THE ROAD, LOCATED NEAR THE
 DR7566'SOUTHWEST QUADRANT OF THE INTERSECTION OF STATE ROAD 3 AND COUNTY ROAD
 DR7566'EAST 100 SOUTH.
 DR7566'
 DR7566'THE STATION IS FLUSH WITH THE GROUND, 76.9 FT (23.4 M) WEST OF THE
 DR7566'APPROXIMATE CENTERLINE OF STATE ROAD 3 AND 18.6 FT (5.7 M) SOUTH OF
 DR7566'THE APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 100 SOUTH.  IT IS
 DR7566'LOCATED 138.90 FT (42.3 M) EAST-SOUTHEAST OF A MAG NAIL IN POWER POLE
 DR7566'1-080-245 AND 112.65 FT (34.3 M) WEST-SOUTHWEST OF A MAG NAIL SET IN
 DR7566'POWER POLE 1-080-246.
 DR7566'
 DR7566'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7566'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0805 ***********************************************************************
 LA0805  DESIGNATION -  L 38
 LA0805  PID         -  LA0805
 LA0805  STATE/COUNTY-  IN/WELLS
 LA0805  COUNTRY     -  US
 LA0805  USGS QUAD   -  BLUFFTON (2019)
 LA0805
 LA0805                         *CURRENT SURVEY CONTROL
 LA0805  ______________________________________________________________________
 LA0805* NAD 83(1986) POSITION- 40 44 33.     (N) 085 10 17.     (W)   SCALED
 LA0805* NAVD 88 ORTHO HEIGHT -   249.321 (meters)      817.98  (feet) ADJUSTED
 LA0805  ______________________________________________________________________
 LA0805  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 LA0805  DYNAMIC HEIGHT  -        249.202 (meters)      817.59  (feet) COMP
 LA0805  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 LA0805
 LA0805  VERT ORDER      -  SECOND    CLASS 0
 LA0805
 LA0805.The horizontal coordinates were scaled from a map and have
 LA0805.an estimated accuracy of +/- 6 seconds.
 LA0805
 LA0805.The orthometric height was determined by differential leveling and
 LA0805.adjusted by the NATIONAL GEODETIC SURVEY
 LA0805.in June 1991.
 LA0805
 LA0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0805.GEOID18 height accuracy estimate available here.
 LA0805
 LA0805.Click photographs - Photos may exist for this station.
 LA0805
 LA0805.The dynamic height is computed by dividing the NAVD 88
 LA0805.geopotential number by the normal gravity value computed on the
 LA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0805.degrees latitude (g = 980.6199 gals.).
 LA0805
 LA0805.The modeled gravity was interpolated from observed gravity values.
 LA0805
 LA0805;                    North         East    Units  Estimated Accuracy
 LA0805;SPC IN E     -   610,080.      141,830.      MT  (+/- 180 meters Scaled)
 LA0805
 LA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543117(NAD 83)
 LA0805
 LA0805                          SUPERSEDED SURVEY CONTROL
 LA0805
 LA0805  NGVD 29 (??/??/92)  249.462  (m)          818.44   (f) ADJ UNCH    2 0
 LA0805
 LA0805.Superseded values are not recommended for survey control.
 LA0805
 LA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0805.See file dsdata.pdf to determine how the superseded data were derived.
 LA0805
 LA0805_MARKER: DB = BENCH MARK DISK
 LA0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0805_SP_SET: BRIDGE RAILING
 LA0805_STAMPING: L 38 1934
 LA0805_MARK LOGO: CGS
 LA0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0805
 LA0805  HISTORY     - Date     Condition        Report By
 LA0805  HISTORY     - 1934     MONUMENTED       CGS
 LA0805  HISTORY     - 1968     GOOD             CGS
 LA0805
 LA0805                          STATION DESCRIPTION
 LA0805
 LA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0805'AT BLUFFTON.
 LA0805'AT BLUFFTON ALONG STATE HIGHWAY 1, SET VERTICALLY IN THE NORTH
 LA0805'FACE OF THE WEST CONCRETE RAILING OF THE CONCRETE BRIDGE OVER
 LA0805'WABASH RIVER, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LA0805'AND 1.4 FEET ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2364 ***********************************************************************
 JZ2364  DESIGNATION -  L 4
 JZ2364  PID         -  JZ2364
 JZ2364  STATE/COUNTY-  IN/HANCOCK
 JZ2364  COUNTRY     -  US
 JZ2364  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2364
 JZ2364                         *CURRENT SURVEY CONTROL
 JZ2364  ______________________________________________________________________
 JZ2364* NAD 83(1986) POSITION- 39 54 08.     (N) 085 54 28.     (W)   SCALED
 JZ2364* NAVD 88 ORTHO HEIGHT -   261.199 (meters)      856.95  (feet) ADJUSTED
 JZ2364  ______________________________________________________________________
 JZ2364  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ2364  DYNAMIC HEIGHT  -        261.052 (meters)      856.47  (feet) COMP
 JZ2364  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 JZ2364
 JZ2364  VERT ORDER      -  FIRST     CLASS II
 JZ2364
 JZ2364.The horizontal coordinates were scaled from a map and have
 JZ2364.an estimated accuracy of +/- 6 seconds.
 JZ2364
 JZ2364.The orthometric height was determined by differential leveling and
 JZ2364.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2364.in June 1991.
 JZ2364
 JZ2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2364.GEOID18 height accuracy estimate available here.
 JZ2364
 JZ2364.Click photographs - Photos may exist for this station.
 JZ2364
 JZ2364.The dynamic height is computed by dividing the NAVD 88
 JZ2364.geopotential number by the normal gravity value computed on the
 JZ2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2364.degrees latitude (g = 980.6199 gals.).
 JZ2364
 JZ2364.The modeled gravity was interpolated from observed gravity values.
 JZ2364
 JZ2364;                    North         East    Units  Estimated Accuracy
 JZ2364;SPC IN E     -   516,690.       79,380.      MT  (+/- 180 meters Scaled)
 JZ2364
 JZ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK933174(NAD 83)
 JZ2364
 JZ2364                          SUPERSEDED SURVEY CONTROL
 JZ2364
 JZ2364  NGVD 29 (??/??/92)  261.33   (m)          857.4    (f) COMPUTED    1 2
 JZ2364
 JZ2364.Superseded values are not recommended for survey control.
 JZ2364
 JZ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2364.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2364
 JZ2364_MARKER: DB = BENCH MARK DISK
 JZ2364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2364_SP_SET: CULVERT HEADWALL
 JZ2364_STAMPING: L 4 885.717
 JZ2364_MARK LOGO: CGS
 JZ2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2364+STABILITY: SURFACE MOTION
 JZ2364
 JZ2364  HISTORY     - Date     Condition        Report By
 JZ2364  HISTORY     - 1916     MONUMENTED       CGS
 JZ2364  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2364
 JZ2364                          STATION DESCRIPTION
 JZ2364
 JZ2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 JZ2364'0.8 MI E FROM MC CORDSVILLE.
 JZ2364'0.8 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JZ2364'STATION AT MC CORDSVILLE, 525 FEET WEST OF MILEPOST 267, AT
 JZ2364'CULVERT 438, AND SET IN THE TOP OF THE SOUTH HEAD WALL.
 JZ2364
 JZ2364                          STATION RECOVERY (2009)
 JZ2364
 JZ2364'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2364'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2365 ***********************************************************************
 JZ2365  DESIGNATION -  L 4 RESET
 JZ2365  PID         -  JZ2365
 JZ2365  STATE/COUNTY-  IN/HANCOCK
 JZ2365  COUNTRY     -  US
 JZ2365  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2365
 JZ2365                         *CURRENT SURVEY CONTROL
 JZ2365  ______________________________________________________________________
 JZ2365* NAD 83(1986) POSITION- 39 54 08.     (N) 085 54 29.     (W)   SCALED
 JZ2365* NAVD 88 ORTHO HEIGHT -   261.20  (+/-2cm)      857.0   (feet) VERTCON3
 JZ2365  ______________________________________________________________________
 JZ2365  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ2365  VERT ORDER      -  ? (See Below)
 JZ2365
 JZ2365.The horizontal coordinates were scaled from a map and have
 JZ2365.an estimated accuracy of +/- 6 seconds.
 JZ2365
 JZ2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2365
 JZ2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2365.GEOID18 height accuracy estimate available here.
 JZ2365
 JZ2365.The vertical order pertains to the NGVD 29 superseded value.
 JZ2365
 JZ2365.Click photographs - Photos may exist for this station.
 JZ2365
 JZ2365;                    North         East    Units  Estimated Accuracy
 JZ2365;SPC IN E     -   516,690.       79,360.      MT  (+/- 180 meters Scaled)
 JZ2365
 JZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK933174(NAD 83)
 JZ2365
 JZ2365                          SUPERSEDED SURVEY CONTROL
 JZ2365
 JZ2365  NGVD 29 (??/??/92)  261.332  (m)          857.39   (f) ADJ UNCH       
 JZ2365
 JZ2365.Superseded values are not recommended for survey control.
 JZ2365
 JZ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2365.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2365
 JZ2365_MARKER: DB = BENCH MARK DISK
 JZ2365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2365_SP_SET: CULVERT HEADWALL
 JZ2365_STAMPING: ELEV 855.717 FT L4 RESET 1943 L4 4 L 4 4
 JZ2365_MARK LOGO: CGS
 JZ2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2365+STABILITY: SURFACE MOTION
 JZ2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2365+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2365
 JZ2365  HISTORY     - Date     Condition        Report By
 JZ2365  HISTORY     - 1943     MONUMENTED       NYCRR
 JZ2365  HISTORY     - 1947     GOOD             CGS
 JZ2365  HISTORY     - 20090203 GOOD             IN-059
 JZ2365
 JZ2365                          STATION DESCRIPTION
 JZ2365
 JZ2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2365'4 MI SW FROM FORTVILLE.
 JZ2365'ABOUT 3.95 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2365'FROM THE STA., ABOUT 1.0 MILE NORTHEAST OF THE GRAIN ELEVATOR AT
 JZ2365'MC CORDSVILLE, ABOUT 3.05 MILES NORTHEAST OF THE OAKLANDON STATE
 JZ2365'BANK AT OAKLANDON, MARION COUNTY, ABOUT 0.1 MILE SOUTHWEST
 JZ2365'OF MILE POST 267, 161 FEET SOUTHWEST OF SEMAPHORE SIGNAL NO.
 JZ2365'267-2, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 JZ2365'WALL OF RAILROAD CULVERT NO. 438A, 40 FEET NORTH OF POLE 267/6,
 JZ2365'7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 0.5 FOOT
 JZ2365'BELOW THE TRACK.  NOTE-- THE STAMPING ON THE MARK IS AS FOLLOW -
 JZ2365'4L4/L 4, THERE IS AN L STAMPED AFTER THE 1943 AND TWO FIGURE
 JZ2365'FOURS BETWEEN MARK AND U.S. COAST OF THE CASTING ON THE MARK.
 JZ2365
 JZ2365                          STATION RECOVERY (2009)
 JZ2365
 JZ2365'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1057 ***********************************************************************
 LA1057  DESIGNATION -  L 40
 LA1057  PID         -  LA1057
 LA1057  STATE/COUNTY-  IN/RANDOLPH
 LA1057  COUNTRY     -  US
 LA1057  USGS QUAD   -  MODOC (2019)
 LA1057
 LA1057                         *CURRENT SURVEY CONTROL
 LA1057  ______________________________________________________________________
 LA1057* NAD 83(1986) POSITION- 40 02 37.     (N) 085 07 34.     (W)   SCALED
 LA1057* NAVD 88 ORTHO HEIGHT -   358.595 (meters)     1176.49  (feet) ADJUSTED
 LA1057  ______________________________________________________________________
 LA1057  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 LA1057  DYNAMIC HEIGHT  -        358.399 (meters)     1175.85  (feet) COMP
 LA1057  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 LA1057
 LA1057  VERT ORDER      -  SECOND    CLASS 0
 LA1057
 LA1057.The horizontal coordinates were scaled from a map and have
 LA1057.an estimated accuracy of +/- 6 seconds.
 LA1057
 LA1057.The orthometric height was determined by differential leveling and
 LA1057.adjusted by the NATIONAL GEODETIC SURVEY
 LA1057.in June 1991.
 LA1057
 LA1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1057.GEOID18 height accuracy estimate available here.
 LA1057
 LA1057.Click photographs - Photos may exist for this station.
 LA1057
 LA1057.The dynamic height is computed by dividing the NAVD 88
 LA1057.geopotential number by the normal gravity value computed on the
 LA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1057.degrees latitude (g = 980.6199 gals.).
 LA1057
 LA1057.The modeled gravity was interpolated from observed gravity values.
 LA1057
 LA1057;                    North         East    Units  Estimated Accuracy
 LA1057;SPC IN E     -   532,500.      146,130.      MT  (+/- 180 meters Scaled)
 LA1057
 LA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1057
 LA1057                          SUPERSEDED SURVEY CONTROL
 LA1057
 LA1057  NGVD 29 (??/??/92)  358.730  (m)         1176.93   (f) ADJ UNCH    2 0
 LA1057
 LA1057.Superseded values are not recommended for survey control.
 LA1057
 LA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1057.See file dsdata.pdf to determine how the superseded data were derived.
 LA1057
 LA1057_MARKER: DB = BENCH MARK DISK
 LA1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1057_SP_SET: BUILDING WALL
 LA1057_STAMPING: L 40 1934
 LA1057_MARK LOGO: CGS
 LA1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1057
 LA1057  HISTORY     - Date     Condition        Report By
 LA1057  HISTORY     - 1934     MONUMENTED       CGS
 LA1057  HISTORY     - 1934     GOOD             CGS
 LA1057  HISTORY     - 1967     GOOD             CGS
 LA1057
 LA1057                          STATION DESCRIPTION
 LA1057
 LA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1057'AT MODOC.
 LA1057'AT MODOC, RANDOLPH COUNTY, ON STATE HIGHWAY 1, IN THE SOUTH WALL
 LA1057'OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LA1057'2.1 FEET EAST OF THE SOUTHWEST CORNER, 27 YARDS EAST OF THE
 LA1057'CENTERLINE OF THE HIGHWAY, 20.9 FEET NORTH OF THE NORTH RAIL, AND
 LA1057'3.3 FEET ABOVE THE CONCRETE PLATFORM.  A STANDARD DISK, STAMPED
 LA1057'L 40 1934 AND SET VERTICALLY.
 LA1057
 LA1057                          STATION RECOVERY (1967)
 LA1057
 LA1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LA1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1058 ***********************************************************************
 LA1058  DESIGNATION -  L 40 RESET
 LA1058  PID         -  LA1058
 LA1058  STATE/COUNTY-  IN/RANDOLPH
 LA1058  COUNTRY     -  US
 LA1058  USGS QUAD   -  MODOC (2019)
 LA1058
 LA1058                         *CURRENT SURVEY CONTROL
 LA1058  ______________________________________________________________________
 LA1058* NAD 83(1986) POSITION- 40 02 36.     (N) 085 07 34.     (W)   SCALED
 LA1058* NAVD 88 ORTHO HEIGHT -   357.41  (meters)     1172.6   (feet) RESET
 LA1058  ______________________________________________________________________
 LA1058  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 LA1058  VERT ORDER      -  THIRD
 LA1058
 LA1058.The horizontal coordinates were scaled from a map and have
 LA1058.an estimated accuracy of +/- 6 seconds.
 LA1058
 LA1058.The orthometric height was computed from unverified reset data.
 LA1058
 LA1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1058.GEOID18 height accuracy estimate available here.
 LA1058
 LA1058.Click photographs - Photos may exist for this station.
 LA1058
 LA1058;                    North         East    Units  Estimated Accuracy
 LA1058;SPC IN E     -   532,470.      146,130.      MT  (+/- 180 meters Scaled)
 LA1058
 LA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1058
 LA1058                          SUPERSEDED SURVEY CONTROL
 LA1058
 LA1058  NGVD 29 (??/??/??)  357.54   (m)         1173.0    (f) RESET       3  
 LA1058
 LA1058.Superseded values are not recommended for survey control.
 LA1058
 LA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1058.See file dsdata.pdf to determine how the superseded data were derived.
 LA1058
 LA1058_MARKER: DB = BENCH MARK DISK
 LA1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1058_STAMPING: L 40 RESET 1967
 LA1058_MARK LOGO: CGS
 LA1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1058+STABILITY: SURFACE MOTION
 LA1058
 LA1058  HISTORY     - Date     Condition        Report By
 LA1058  HISTORY     - 1967     MONUMENTED       CGS
 LA1058
 LA1058                          STATION DESCRIPTION
 LA1058
 LA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LA1058'AT MODOC.
 LA1058'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LA1058'2 INCHES 1 BLOCK SOUTH OF THE BUSINESS DISTRICT OF MODOC AT THE
 LA1058'JUNCTION OF STATE HIGHWAY 1 AND A RAILROAD CROSSING.  IT IS 57
 LA1058'FEET NORTHWEST OF THE INTERSECTION OF THE RAILROAD AND THE HIGHWAY,
 LA1058'22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH
 LA1058'OF THE CENTERLINE OF A DRIVEWAY WEST, 2 FEET SOUTHEAST OF A POWER
 LA1058'POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1020 ***********************************************************************
 LA1020  DESIGNATION -  L 41
 LA1020  PID         -  LA1020
 LA1020  STATE/COUNTY-  IN/DELAWARE
 LA1020  COUNTRY     -  US
 LA1020  USGS QUAD   -  MUNCIE WEST (2019)
 LA1020
 LA1020                         *CURRENT SURVEY CONTROL
 LA1020  ______________________________________________________________________
 LA1020* NAD 83(1986) POSITION- 40 11 01.     (N) 085 24 41.     (W)   SCALED
 LA1020* NAVD 88 ORTHO HEIGHT -   289.402 (meters)      949.48  (feet) ADJUSTED
 LA1020  ______________________________________________________________________
 LA1020  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 LA1020  DYNAMIC HEIGHT  -        289.247 (meters)      948.97  (feet) COMP
 LA1020  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LA1020
 LA1020  VERT ORDER      -  SECOND    CLASS 0
 LA1020
 LA1020.The horizontal coordinates were scaled from a map and have
 LA1020.an estimated accuracy of +/- 6 seconds.
 LA1020
 LA1020.The orthometric height was determined by differential leveling and
 LA1020.adjusted by the NATIONAL GEODETIC SURVEY
 LA1020.in June 1991.
 LA1020
 LA1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1020.GEOID18 height accuracy estimate available here.
 LA1020
 LA1020.Click photographs - Photos may exist for this station.
 LA1020
 LA1020.The dynamic height is computed by dividing the NAVD 88
 LA1020.geopotential number by the normal gravity value computed on the
 LA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1020.degrees latitude (g = 980.6199 gals.).
 LA1020
 LA1020.The modeled gravity was interpolated from observed gravity values.
 LA1020
 LA1020;                    North         East    Units  Estimated Accuracy
 LA1020;SPC IN E     -   547,940.      121,740.      MT  (+/- 180 meters Scaled)
 LA1020
 LA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK352493(NAD 83)
 LA1020
 LA1020                          SUPERSEDED SURVEY CONTROL
 LA1020
 LA1020  NGVD 29 (??/??/92)  289.537  (m)          949.92   (f) ADJ UNCH    2 0
 LA1020
 LA1020.Superseded values are not recommended for survey control.
 LA1020
 LA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1020.See file dsdata.pdf to determine how the superseded data were derived.
 LA1020
 LA1020_MARKER: DB = BENCH MARK DISK
 LA1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1020_STAMPING: L 41 1934
 LA1020_MARK LOGO: CGS
 LA1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1020+STABILITY: SURFACE MOTION
 LA1020
 LA1020  HISTORY     - Date     Condition        Report By
 LA1020  HISTORY     - 1934     MONUMENTED       CGS
 LA1020
 LA1020                          STATION DESCRIPTION
 LA1020
 LA1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1020'1 MI W FROM MUNCIE.
 LA1020'1.0 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1020'ST. LOUIS RAILWAY FROM THE STATION AT MUNCIE, DELAWARE COUNTY,
 LA1020'ONE RAIL EAST OF MILEPOST 231, AT THE CROSSING OF BATAVIA AVENUE,
 LA1020'36 YARDS WEST OF THE CENTERLINE OF THE AVENUE, 26.2 FEET SOUTH
 LA1020'OF THE SOUTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 LA1020'A STANDARD DISK, STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE
 LA1020'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0360 ***********************************************************************
 ME0360  DESIGNATION -  L 41 MAR
 ME0360  PID         -  ME0360
 ME0360  STATE/COUNTY-  IN/MARSHALL
 ME0360  COUNTRY     -  US
 ME0360  USGS QUAD   -  RUTLAND (2019)
 ME0360
 ME0360                         *CURRENT SURVEY CONTROL
 ME0360  ______________________________________________________________________
 ME0360* NAD 83(1986) POSITION- 41 10 19.     (N) 086 20 45.     (W)   SCALED
 ME0360* NAVD 88 ORTHO HEIGHT -   236.632 (meters)      776.35  (feet) ADJUSTED
 ME0360  ______________________________________________________________________
 ME0360  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME0360  DYNAMIC HEIGHT  -        236.534 (meters)      776.03  (feet) COMP
 ME0360  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 ME0360
 ME0360  VERT ORDER      -  SECOND    CLASS 0
 ME0360
 ME0360.The horizontal coordinates were scaled from a map and have
 ME0360.an estimated accuracy of +/- 6 seconds.
 ME0360
 ME0360.The orthometric height was determined by differential leveling and
 ME0360.adjusted by the NATIONAL GEODETIC SURVEY
 ME0360.in June 1991.
 ME0360
 ME0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0360.GEOID18 height accuracy estimate available here.
 ME0360
 ME0360.Click photographs - Photos may exist for this station.
 ME0360
 ME0360.The dynamic height is computed by dividing the NAVD 88
 ME0360.geopotential number by the normal gravity value computed on the
 ME0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0360.degrees latitude (g = 980.6199 gals.).
 ME0360
 ME0360.The modeled gravity was interpolated from observed gravity values.
 ME0360
 ME0360;                    North         East    Units  Estimated Accuracy
 ME0360;SPC IN E     -   657,880.       43,010.      MT  (+/- 180 meters Scaled)
 ME0360
 ME0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL548580(NAD 83)
 ME0360
 ME0360                          SUPERSEDED SURVEY CONTROL
 ME0360
 ME0360  NGVD 29 (??/??/92)  236.753  (m)          776.75   (f) ADJ UNCH    2 0
 ME0360
 ME0360.Superseded values are not recommended for survey control.
 ME0360
 ME0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0360.See file dsdata.pdf to determine how the superseded data were derived.
 ME0360
 ME0360_MARKER: DD = SURVEY DISK
 ME0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0360_SP_SET: BRIDGE
 ME0360_STAMPING: L 41 MAR
 ME0360_MARK LOGO: INHD
 ME0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0360
 ME0360  HISTORY     - Date     Condition        Report By
 ME0360  HISTORY     - UNK      MONUMENTED       INHD
 ME0360  HISTORY     - 1946     GOOD             CGS
 ME0360  HISTORY     - 1984     GOOD             USPSQD
 ME0360  HISTORY     - 1988     GOOD             USPSQD
 ME0360  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0360
 ME0360                          STATION DESCRIPTION
 ME0360
 ME0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0360'6.2 MI NE FROM DELONG.
 ME0360'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0360'STATION AT DELONG, THENCE 3.65 MILES EAST ALONG STATE HIGHWAY
 ME0360'110, ABOUT 0.15 MILE WEST OF F.M. GIBBONS COUNTY LINE FARM, SET
 ME0360'IN THE TOP OF THE NORTHWEST WINGWALL OF A 30-FOOT CONCRETE
 ME0360'ARCH BRIDGE OVER THE NORTH FORK OF EDDIE CREEK, 28 FEET NORTH
 ME0360'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE
 ME0360'HIGHWAY LEVEL.
 ME0360
 ME0360                          STATION RECOVERY (1984)
 ME0360
 ME0360'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0360'REVISED INFORMATION: IN THE NORTHWEST WINGWALL OF BRIDGE NO. 3446
 ME0360'OVER COWAN DITCH.
 ME0360
 ME0360                          STATION RECOVERY (1988)
 ME0360
 ME0360'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHH)
 ME0360'RECOVERED IN GOOD CONDITION.
 ME0360
 ME0360                          STATION RECOVERY (2018)
 ME0360
 ME0360'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0360'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1658 ***********************************************************************
 JZ1658  DESIGNATION -  L 43
 JZ1658  PID         -  JZ1658
 JZ1658  STATE/COUNTY-  IN/RUSH
 JZ1658  COUNTRY     -  US
 JZ1658  USGS QUAD   -  RUSHVILLE (2019)
 JZ1658
 JZ1658                         *CURRENT SURVEY CONTROL
 JZ1658  ______________________________________________________________________
 JZ1658* NAD 83(1986) POSITION- 39 37 15.     (N) 085 27 22.     (W)   SCALED
 JZ1658* NAVD 88 ORTHO HEIGHT -   298.973 (meters)      980.88  (feet) ADJUSTED
 JZ1658  ______________________________________________________________________
 JZ1658  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ1658  DYNAMIC HEIGHT  -        298.794 (meters)      980.29  (feet) COMP
 JZ1658  MODELED GRAVITY -    980,022.9   (mgal)                       NAVD 88
 JZ1658
 JZ1658  VERT ORDER      -  SECOND    CLASS 0
 JZ1658
 JZ1658.The horizontal coordinates were scaled from a map and have
 JZ1658.an estimated accuracy of +/- 6 seconds.
 JZ1658
 JZ1658.The orthometric height was determined by differential leveling and
 JZ1658.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1658.in June 1991.
 JZ1658
 JZ1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1658.GEOID18 height accuracy estimate available here.
 JZ1658
 JZ1658.Click photographs - Photos may exist for this station.
 JZ1658
 JZ1658.The dynamic height is computed by dividing the NAVD 88
 JZ1658.geopotential number by the normal gravity value computed on the
 JZ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1658.degrees latitude (g = 980.6199 gals.).
 JZ1658
 JZ1658.The modeled gravity was interpolated from observed gravity values.
 JZ1658
 JZ1658;                    North         East    Units  Estimated Accuracy
 JZ1658;SPC IN E     -   485,440.      118,080.      MT  (+/- 180 meters Scaled)
 JZ1658
 JZ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ325868(NAD 83)
 JZ1658
 JZ1658                          SUPERSEDED SURVEY CONTROL
 JZ1658
 JZ1658  NGVD 29 (??/??/92)  299.100  (m)          981.30   (f) ADJ UNCH    2 0
 JZ1658
 JZ1658.Superseded values are not recommended for survey control.
 JZ1658
 JZ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1658.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1658
 JZ1658_MARKER: DB = BENCH MARK DISK
 JZ1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1658_SP_SET: SIGNAL BASE
 JZ1658_STAMPING: L 43 1934
 JZ1658_MARK LOGO: CGS
 JZ1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1658
 JZ1658  HISTORY     - Date     Condition        Report By
 JZ1658  HISTORY     - 1934     MONUMENTED       CGS
 JZ1658  HISTORY     - 20060606 MARK NOT FOUND   BFSINC
 JZ1658
 JZ1658                          STATION DESCRIPTION
 JZ1658
 JZ1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1658'0.7 MI NW FROM RUSHVILLE.
 JZ1658'0.7 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ1658'ST. LOUIS RAILWAY FROM THE STATION AT RUSHVILLE, RUSH COUNTY,
 JZ1658'11 RAILS SOUTH OF THE FLAGSTOP AT KERN, IN THE TOP OF THE
 JZ1658'SOUTHWEST CORNER OF A SIGNAL BASE, 6.9 FEET EAST OF THE EAST
 JZ1658'RAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 JZ1658'STAMPED L 43 1934.
 JZ1658
 JZ1658                          STATION RECOVERY (2006)
 JZ1658
 JZ1658'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ1658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1524 ***********************************************************************
 LA1524  DESIGNATION -  L 44
 LA1524  PID         -  LA1524
 LA1524  STATE/COUNTY-  IN/MADISON
 LA1524  COUNTRY     -  US
 LA1524  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1524
 LA1524                         *CURRENT SURVEY CONTROL
 LA1524  ______________________________________________________________________
 LA1524* NAD 83(1986) POSITION- 40 00 14.     (N) 085 38 03.     (W)   SCALED
 LA1524* NAVD 88 ORTHO HEIGHT -   280.781 (meters)      921.20  (feet) ADJUSTED
 LA1524  ______________________________________________________________________
 LA1524  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 LA1524  DYNAMIC HEIGHT  -        280.626 (meters)      920.69  (feet) COMP
 LA1524  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 LA1524
 LA1524  VERT ORDER      -  SECOND    CLASS 0
 LA1524
 LA1524.The horizontal coordinates were scaled from a map and have
 LA1524.an estimated accuracy of +/- 6 seconds.
 LA1524
 LA1524.The orthometric height was determined by differential leveling and
 LA1524.adjusted by the NATIONAL GEODETIC SURVEY
 LA1524.in June 1991.
 LA1524
 LA1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1524.GEOID18 height accuracy estimate available here.
 LA1524
 LA1524.Click photographs - Photos may exist for this station.
 LA1524
 LA1524.The dynamic height is computed by dividing the NAVD 88
 LA1524.geopotential number by the normal gravity value computed on the
 LA1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1524.degrees latitude (g = 980.6199 gals.).
 LA1524
 LA1524.The modeled gravity was interpolated from observed gravity values.
 LA1524
 LA1524;                    North         East    Units  Estimated Accuracy
 LA1524;SPC IN E     -   527,950.      102,780.      MT  (+/- 180 meters Scaled)
 LA1524
 LA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK165290(NAD 83)
 LA1524
 LA1524                          SUPERSEDED SURVEY CONTROL
 LA1524
 LA1524  NGVD 29 (??/??/92)  280.916  (m)          921.64   (f) ADJ UNCH    2 0
 LA1524
 LA1524.Superseded values are not recommended for survey control.
 LA1524
 LA1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1524.See file dsdata.pdf to determine how the superseded data were derived.
 LA1524
 LA1524_MARKER: DB = BENCH MARK DISK
 LA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1524_STAMPING: L 44 1934
 LA1524_MARK LOGO: CGS
 LA1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1524+STABILITY: SURFACE MOTION
 LA1524
 LA1524  HISTORY     - Date     Condition        Report By
 LA1524  HISTORY     - 1934     MONUMENTED       CGS
 LA1524  HISTORY     - 1947     GOOD             CGS
 LA1524  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1524
 LA1524                          STATION DESCRIPTION
 LA1524
 LA1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1524'AT EMPORIA.
 LA1524'AT EMPORIA, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1524'LOUIS RAILROAD, 32.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 LA1524'CONCRETE BLOCK STORAGE BUILDING OF THE EMPORIA ELEVATOR COMPANY,
 LA1524'38.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 25.2
 LA1524'FEET SOUTHWEST OF POLE 172/24, 36 FEET SOUTHWEST OF THE SOUTHWEST
 LA1524'RAIL OF THE MAIN TRACK, ABOUT 2 FEET BELOW THE TRACK AND SET IN
 LA1524'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK HAPPENED TO BE
 LA1524'UNCOVERED AT THE TIME OF RECOVERY BUT IS UNDER A COAL PILE AND IS
 LA1524'APT TO BE COVERED.
 LA1524
 LA1524                          STATION RECOVERY (1960)
 LA1524
 LA1524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1502 ***********************************************************************
 JZ1502  DESIGNATION -  L 45
 JZ1502  PID         -  JZ1502
 JZ1502  STATE/COUNTY-  IN/HENRY
 JZ1502  COUNTRY     -  US
 JZ1502  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1502
 JZ1502                         *CURRENT SURVEY CONTROL
 JZ1502  ______________________________________________________________________
 JZ1502* NAD 83(1986) POSITION- 39 54 57.     (N) 085 26 44.     (W)   SCALED
 JZ1502* NAVD 88 ORTHO HEIGHT -   320.063 (meters)     1050.07  (feet) ADJUSTED
 JZ1502  ______________________________________________________________________
 JZ1502  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 JZ1502  DYNAMIC HEIGHT  -        319.884 (meters)     1049.49  (feet) COMP
 JZ1502  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 JZ1502
 JZ1502  VERT ORDER      -  SECOND    CLASS 0
 JZ1502
 JZ1502.The horizontal coordinates were scaled from a map and have
 JZ1502.an estimated accuracy of +/- 6 seconds.
 JZ1502
 JZ1502.The orthometric height was determined by differential leveling and
 JZ1502.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1502.in June 1991.
 JZ1502
 JZ1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1502.GEOID18 height accuracy estimate available here.
 JZ1502
 JZ1502.Click photographs - Photos may exist for this station.
 JZ1502
 JZ1502.The dynamic height is computed by dividing the NAVD 88
 JZ1502.geopotential number by the normal gravity value computed on the
 JZ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1502.degrees latitude (g = 980.6199 gals.).
 JZ1502
 JZ1502.The modeled gravity was interpolated from observed gravity values.
 JZ1502
 JZ1502;                    North         East    Units  Estimated Accuracy
 JZ1502;SPC IN E     -   518,200.      118,900.      MT  (+/- 180 meters Scaled)
 JZ1502
 JZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK328195(NAD 83)
 JZ1502
 JZ1502                          SUPERSEDED SURVEY CONTROL
 JZ1502
 JZ1502  NGVD 29 (??/??/92)  320.190  (m)         1050.49   (f) ADJ UNCH    2 0
 JZ1502
 JZ1502.Superseded values are not recommended for survey control.
 JZ1502
 JZ1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1502.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1502
 JZ1502_MARKER: DB = BENCH MARK DISK
 JZ1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1502_STAMPING: L 45 1934
 JZ1502_MARK LOGO: CGS
 JZ1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1502+STABILITY: SURFACE MOTION
 JZ1502
 JZ1502  HISTORY     - Date     Condition        Report By
 JZ1502  HISTORY     - 1934     MONUMENTED       CGS
 JZ1502
 JZ1502                          STATION DESCRIPTION
 JZ1502
 JZ1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1502'4 MI W FROM NEW CASTLE.
 JZ1502'4.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ1502'LOUIS RAILWAY FROM THE STATION AT NEW CASTLE, HENRY COUNTY,
 JZ1502'5 RAILS WEST OF MILEPOST S 100-P 252, 15 YARDS NORTH OF THE NORTH
 JZ1502'RAIL OF THE INDIANA RAILROAD, IN THE SOUTHEAST ANGLE OF A
 JZ1502'PRIVATE DIRT-ROAD CROSSING, 26.4 FEET SOUTH OF THE SOUTH RAIL,
 JZ1502'22.1 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET
 JZ1502'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 45
 JZ1502'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1666 ***********************************************************************
 JZ1666  DESIGNATION -  L 46
 JZ1666  PID         -  JZ1666
 JZ1666  STATE/COUNTY-  IN/FAYETTE
 JZ1666  COUNTRY     -  US
 JZ1666  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1666
 JZ1666                         *CURRENT SURVEY CONTROL
 JZ1666  ______________________________________________________________________
 JZ1666* NAD 83(1986) POSITION- 39 39 10.     (N) 085 03 22.     (W)   SCALED
 JZ1666* NAVD 88 ORTHO HEIGHT -   268.785 (meters)      881.84  (feet) ADJUSTED
 JZ1666  ______________________________________________________________________
 JZ1666  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 JZ1666  DYNAMIC HEIGHT  -        268.625 (meters)      881.31  (feet) COMP
 JZ1666  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 JZ1666
 JZ1666  VERT ORDER      -  SECOND    CLASS 0
 JZ1666
 JZ1666.The horizontal coordinates were scaled from a map and have
 JZ1666.an estimated accuracy of +/- 6 seconds.
 JZ1666
 JZ1666.The orthometric height was determined by differential leveling and
 JZ1666.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1666.in June 1991.
 JZ1666
 JZ1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1666.GEOID18 height accuracy estimate available here.
 JZ1666
 JZ1666.Click photographs - Photos may exist for this station.
 JZ1666
 JZ1666.The dynamic height is computed by dividing the NAVD 88
 JZ1666.geopotential number by the normal gravity value computed on the
 JZ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1666.degrees latitude (g = 980.6199 gals.).
 JZ1666
 JZ1666.The modeled gravity was interpolated from observed gravity values.
 JZ1666
 JZ1666;                    North         East    Units  Estimated Accuracy
 JZ1666;SPC IN E     -   489,150.      152,400.      MT  (+/- 180 meters Scaled)
 JZ1666
 JZ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667910(NAD 83)
 JZ1666
 JZ1666                          SUPERSEDED SURVEY CONTROL
 JZ1666
 JZ1666  NGVD 29 (??/??/92)  268.930  (m)          882.31   (f) ADJ UNCH    2 0
 JZ1666
 JZ1666.Superseded values are not recommended for survey control.
 JZ1666
 JZ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1666.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1666
 JZ1666_MARKER: DB = BENCH MARK DISK
 JZ1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1666_STAMPING: L 46 1934
 JZ1666_MARK LOGO: CGS
 JZ1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1666+STABILITY: SURFACE MOTION
 JZ1666
 JZ1666  HISTORY     - Date     Condition        Report By
 JZ1666  HISTORY     - 1934     MONUMENTED       CGS
 JZ1666  HISTORY     - 1947     GOOD             CGS
 JZ1666  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1666
 JZ1666                          STATION DESCRIPTION
 JZ1666
 JZ1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1666'AT LYONSVILLE.
 JZ1666'AT LYONSVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 120
 JZ1666'YARDS WEST OF A ROAD CROSSING, 8 FEET SOUTHEAST OF MILEAGE
 JZ1666'POLE NO. 62/35, 25.5 FEET SOUTHWEST OF A SIGN LYONSVILLE, 26
 JZ1666'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET SOUTH
 JZ1666'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 JZ1666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1666
 JZ1666                          STATION RECOVERY (1986)
 JZ1666
 JZ1666'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1666'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2334 ***********************************************************************
 JZ2334  DESIGNATION -  L 47
 JZ2334  PID         -  JZ2334
 JZ2334  STATE/COUNTY-  IN/SHELBY
 JZ2334  COUNTRY     -  US
 JZ2334  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2334
 JZ2334                         *CURRENT SURVEY CONTROL
 JZ2334  ______________________________________________________________________
 JZ2334* NAD 83(1986) POSITION- 39 31 18.     (N) 085 46 10.     (W)   SCALED
 JZ2334* NAVD 88 ORTHO HEIGHT -   233.729 (meters)      766.83  (feet) ADJUSTED
 JZ2334  ______________________________________________________________________
 JZ2334  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 JZ2334  DYNAMIC HEIGHT  -        233.591 (meters)      766.37  (feet) COMP
 JZ2334  MODELED GRAVITY -    980,032.2   (mgal)                       NAVD 88
 JZ2334
 JZ2334  VERT ORDER      -  FIRST     CLASS II
 JZ2334
 JZ2334.The horizontal coordinates were scaled from a map and have
 JZ2334.an estimated accuracy of +/- 6 seconds.
 JZ2334
 JZ2334.The orthometric height was determined by differential leveling and
 JZ2334.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2334.in June 1991.
 JZ2334
 JZ2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2334.GEOID18 height accuracy estimate available here.
 JZ2334
 JZ2334.Click photographs - Photos may exist for this station.
 JZ2334
 JZ2334.The dynamic height is computed by dividing the NAVD 88
 JZ2334.geopotential number by the normal gravity value computed on the
 JZ2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2334.degrees latitude (g = 980.6199 gals.).
 JZ2334
 JZ2334.The modeled gravity was interpolated from observed gravity values.
 JZ2334
 JZ2334;                    North         East    Units  Estimated Accuracy
 JZ2334;SPC IN E     -   474,420.       91,160.      MT  (+/- 180 meters Scaled)
 JZ2334
 JZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ057753(NAD 83)
 JZ2334
 JZ2334                          SUPERSEDED SURVEY CONTROL
 JZ2334
 JZ2334  NGVD 29 (??/??/92)  233.839  (m)          767.19   (f) ADJ UNCH    1 2
 JZ2334
 JZ2334.Superseded values are not recommended for survey control.
 JZ2334
 JZ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2334.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2334
 JZ2334_MARKER: DB = BENCH MARK DISK
 JZ2334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2334_SP_SET: SWITCH BASE
 JZ2334_STAMPING: L 47 1934
 JZ2334_MARK LOGO: CGS
 JZ2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2334
 JZ2334  HISTORY     - Date     Condition        Report By
 JZ2334  HISTORY     - 1934     MONUMENTED       CGS
 JZ2334  HISTORY     - 1947     GOOD             CGS
 JZ2334  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2334
 JZ2334                          STATION DESCRIPTION
 JZ2334
 JZ2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2334'AT SHELBYVILLE.
 JZ2334'AT SHELBYVILLE, ABOUT 185 YARDS SOUTH OF THE INTERSECTION OF THE NEW
 JZ2334'YORK CENTRAL AND PENNSYLVANIA RAILROADS, ABOUT 7 RAILS SOUTH OF A
 JZ2334'STREET CROSSING, 79 FEET NORTH OF AN ELECTRIC SIGNAL TOWER, 9.9 FEET
 JZ2334'EAST OF THE EAST RAIL OF THE MAIN N.Y.C.R.R. TRACK, SET IN THE TOP OF
 JZ2334'THE SOUTHEAST CORNER OF AN OLD CONCRETE BASE OF A SWITCH (NOW
 JZ2334'ABANDONED), AND ABOUT 1 FOOT BELOW TRACK LEVEL.
 JZ2334
 JZ2334                          STATION RECOVERY (1986)
 JZ2334
 JZ2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2052 ***********************************************************************
 JZ2052  DESIGNATION -  L 48
 JZ2052  PID         -  JZ2052
 JZ2052  STATE/COUNTY-  IN/FRANKLIN
 JZ2052  COUNTRY     -  US
 JZ2052  USGS QUAD   -  BROOKVILLE (2019)
 JZ2052
 JZ2052                         *CURRENT SURVEY CONTROL
 JZ2052  ______________________________________________________________________
 JZ2052* NAD 83(1986) POSITION- 39 25 20.     (N) 085 00 48.     (W)   SCALED
 JZ2052* NAVD 88 ORTHO HEIGHT -   206.019 (meters)      675.91  (feet) ADJUSTED
 JZ2052  ______________________________________________________________________
 JZ2052  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 JZ2052  DYNAMIC HEIGHT  -        205.895 (meters)      675.51  (feet) COMP
 JZ2052  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ2052
 JZ2052  VERT ORDER      -  SECOND    CLASS 0
 JZ2052
 JZ2052.The horizontal coordinates were scaled from a map and have
 JZ2052.an estimated accuracy of +/- 6 seconds.
 JZ2052
 JZ2052.The orthometric height was determined by differential leveling and
 JZ2052.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2052.in June 1991.
 JZ2052
 JZ2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2052.GEOID18 height accuracy estimate available here.
 JZ2052
 JZ2052.Click photographs - Photos may exist for this station.
 JZ2052
 JZ2052.The dynamic height is computed by dividing the NAVD 88
 JZ2052.geopotential number by the normal gravity value computed on the
 JZ2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2052.degrees latitude (g = 980.6199 gals.).
 JZ2052
 JZ2052.The modeled gravity was interpolated from observed gravity values.
 JZ2052
 JZ2052;                    North         East    Units  Estimated Accuracy
 JZ2052;SPC IN E     -   463,570.      156,260.      MT  (+/- 180 meters Scaled)
 JZ2052
 JZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710655(NAD 83)
 JZ2052
 JZ2052                          SUPERSEDED SURVEY CONTROL
 JZ2052
 JZ2052  NGVD 29 (??/??/92)  206.198  (m)          676.50   (f) ADJ UNCH    2 0
 JZ2052
 JZ2052.Superseded values are not recommended for survey control.
 JZ2052
 JZ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2052.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2052
 JZ2052_MARKER: DB = BENCH MARK DISK
 JZ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2052_STAMPING: L 48 1934
 JZ2052_MARK LOGO: CGS
 JZ2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2052+STABILITY: SURFACE MOTION
 JZ2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2052+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 JZ2052
 JZ2052  HISTORY     - Date     Condition        Report By
 JZ2052  HISTORY     - 1934     MONUMENTED       CGS
 JZ2052  HISTORY     - 20040922 GOOD             SCHC
 JZ2052
 JZ2052                          STATION DESCRIPTION
 JZ2052
 JZ2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2052'AT BROOKVILLE.
 JZ2052'AT BROOKVILLE, FRANKLIN COUNTY, ON MAIN STREET, ACROSS THE
 JZ2052'STREET FROM THE VALLEY HOUSE HOTEL, ON THE LAWN OF THE COUNTY
 JZ2052'COURTHOUSE, 31.1 FEET SOUTH OF THE MAIN ENTRANCE TO THE BUILDING,
 JZ2052'27.1 FEET EAST OF THE EAST CURB, AND LEVEL WITH THE HIGHWAY.  A
 JZ2052'STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A CONCRETE
 JZ2052'POST.
 JZ2052
 JZ2052                          STATION RECOVERY (2004)
 JZ2052
 JZ2052'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2004 (JKN)
 JZ2052'RECOVERED AS DECRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1693 ***********************************************************************
 HZ1693  DESIGNATION -  L 49
 HZ1693  PID         -  HZ1693
 HZ1693  STATE/COUNTY-  IN/JENNINGS
 HZ1693  COUNTRY     -  US
 HZ1693  USGS QUAD   -  VERNON (2019)
 HZ1693
 HZ1693                         *CURRENT SURVEY CONTROL
 HZ1693  ______________________________________________________________________
 HZ1693* NAD 83(1986) POSITION- 38 57 10.     (N) 085 34 02.     (W)   SCALED
 HZ1693* NAVD 88 ORTHO HEIGHT -   236.973 (meters)      777.47  (feet) ADJUSTED
 HZ1693  ______________________________________________________________________
 HZ1693  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 HZ1693  DYNAMIC HEIGHT  -        236.821 (meters)      776.97  (feet) COMP
 HZ1693  MODELED GRAVITY -    979,982.0   (mgal)                       NAVD 88
 HZ1693
 HZ1693  VERT ORDER      -  SECOND    CLASS 0
 HZ1693
 HZ1693.The horizontal coordinates were scaled from a map and have
 HZ1693.an estimated accuracy of +/- 6 seconds.
 HZ1693
 HZ1693.The orthometric height was determined by differential leveling and
 HZ1693.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1693.in June 1991.
 HZ1693
 HZ1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1693.GEOID18 height accuracy estimate available here.
 HZ1693
 HZ1693.Click photographs - Photos may exist for this station.
 HZ1693
 HZ1693.The dynamic height is computed by dividing the NAVD 88
 HZ1693.geopotential number by the normal gravity value computed on the
 HZ1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1693.degrees latitude (g = 980.6199 gals.).
 HZ1693
 HZ1693.The modeled gravity was interpolated from observed gravity values.
 HZ1693
 HZ1693;                    North         East    Units  Estimated Accuracy
 HZ1693;SPC IN E     -   411,260.      108,620.      MT  (+/- 180 meters Scaled)
 HZ1693
 HZ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ241125(NAD 83)
 HZ1693
 HZ1693                          SUPERSEDED SURVEY CONTROL
 HZ1693
 HZ1693  NGVD 29 (??/??/92)  237.102  (m)          777.89   (f) ADJ UNCH    2 0
 HZ1693
 HZ1693.Superseded values are not recommended for survey control.
 HZ1693
 HZ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1693.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1693
 HZ1693_MARKER: DB = BENCH MARK DISK
 HZ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1693_STAMPING: L 49 1934
 HZ1693_MARK LOGO: CGS
 HZ1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1693+STABILITY: SURFACE MOTION
 HZ1693
 HZ1693  HISTORY     - Date     Condition        Report By
 HZ1693  HISTORY     - 1934     MONUMENTED       CGS
 HZ1693  HISTORY     - 20230711 MARK NOT FOUND   INDOT
 HZ1693
 HZ1693                          STATION DESCRIPTION
 HZ1693
 HZ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1693'3.8 MI SE FROM VERNON.
 HZ1693'3.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1693'STATION AT VERNON, JENNINGS COUNTY, 0.8 MILE SOUTHEAST OF THE
 HZ1693'STATION AT GRAYFORD, 0.6 MILE SOUTHEAST OF MILEPOST C 26, 3-1/2
 HZ1693'RAILS SOUTHEAST OF A GRAVEL-ROAD CROSSING, 2 RAILS SOUTHEAST
 HZ1693'OF CULVERT 26+20, 19 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 HZ1693'SOUTHEAST OF A POLE, ON A BANK, AND ABOUT ONE FOOT HIGHER THAN
 HZ1693'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 49 1934 AND
 HZ1693'SET IN THE TOP OF A CONCRETE POST.
 HZ1693
 HZ1693                          STATION RECOVERY (2023)
 HZ1693
 HZ1693'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0124 ***********************************************************************
 KA0124  DESIGNATION -  L 50
 KA0124  PID         -  KA0124
 KA0124  STATE/COUNTY-  IN/MARION
 KA0124  COUNTRY     -  US
 KA0124  USGS QUAD   -  CLERMONT (2019)
 KA0124
 KA0124                         *CURRENT SURVEY CONTROL
 KA0124  ______________________________________________________________________
 KA0124* NAD 83(1986) POSITION- 39 48 48.     (N) 086 19 20.     (W)   SCALED
 KA0124* NAVD 88 ORTHO HEIGHT -   253.821 (meters)      832.74  (feet) ADJUSTED
 KA0124  ______________________________________________________________________
 KA0124  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 KA0124  DYNAMIC HEIGHT  -        253.683 (meters)      832.29  (feet) COMP
 KA0124  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 KA0124
 KA0124  VERT ORDER      -  SECOND    CLASS 0
 KA0124
 KA0124.The horizontal coordinates were scaled from a map and have
 KA0124.an estimated accuracy of +/- 6 seconds.
 KA0124
 KA0124.The orthometric height was determined by differential leveling and
 KA0124.adjusted by the NATIONAL GEODETIC SURVEY
 KA0124.in June 1991.
 KA0124
 KA0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0124.GEOID18 height accuracy estimate available here.
 KA0124
 KA0124.Click photographs - Photos may exist for this station.
 KA0124
 KA0124.The dynamic height is computed by dividing the NAVD 88
 KA0124.geopotential number by the normal gravity value computed on the
 KA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0124.degrees latitude (g = 980.6199 gals.).
 KA0124
 KA0124.The modeled gravity was interpolated from observed gravity values.
 KA0124
 KA0124;                    North         East    Units  Estimated Accuracy
 KA0124;SPC IN E     -   507,000.       43,870.      MT  (+/- 180 meters Scaled)
 KA0124
 KA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK580072(NAD 83)
 KA0124
 KA0124                          SUPERSEDED SURVEY CONTROL
 KA0124
 KA0124  NGVD 29 (??/??/92)  253.939  (m)          833.13   (f) ADJ UNCH    2 0
 KA0124
 KA0124.Superseded values are not recommended for survey control.
 KA0124
 KA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0124.See file dsdata.pdf to determine how the superseded data were derived.
 KA0124
 KA0124_MARKER: DB = BENCH MARK DISK
 KA0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0124_STAMPING: L 50 1934
 KA0124_MARK LOGO: CGS
 KA0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0124+STABILITY: SURFACE MOTION
 KA0124
 KA0124  HISTORY     - Date     Condition        Report By
 KA0124  HISTORY     - 1934     MONUMENTED       CGS
 KA0124  HISTORY     - 1946     GOOD             CGS
 KA0124  HISTORY     - 1976     GOOD             LOCSUR
 KA0124  HISTORY     - 20210513 MARK NOT FOUND   MCSO
 KA0124
 KA0124                          STATION DESCRIPTION
 KA0124
 KA0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0124'AT CLERMONT.
 KA0124'AT CLERMONT, MARION COUNTY, ON THE PEORIA AND EASTERN RAILWAY, 130
 KA0124'YARDS SOUTHWEST OF THE LAGE RED-BRICK BUILDING OF SCHOOL DISTRICT
 KA0124'4, IN THE WEST ANGLE OF A TARVIA-ROAD CROSSING, 20 YARDS WEST OF
 KA0124'POLE 9/20, 12 YARDS NORTHWEST OF THE CENTERLINE OF THE ROAD, 6.5
 KA0124'YARDS SOUTHWEST OF THE SOUTHWEST RAIL, 2 YARDS NORTHEAST OF A
 KA0124'FENCE LINE, AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.
 KA0124'A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP OF A CONCRETE
 KA0124'POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0124
 KA0124                          STATION RECOVERY (1976)
 KA0124
 KA0124'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0124'RECOVERED IN GOOD CONDITION.
 KA0124
 KA0124                          STATION RECOVERY (2021)
 KA0124
 KA0124'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2021 (RP)
 KA0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0450 ***********************************************************************
 KA0450  DESIGNATION -  L 52
 KA0450  PID         -  KA0450
 KA0450  STATE/COUNTY-  IN/MONROE
 KA0450  COUNTRY     -  US
 KA0450  USGS QUAD   -  CLEAR CREEK (2019)
 KA0450
 KA0450                         *CURRENT SURVEY CONTROL
 KA0450  ______________________________________________________________________
 KA0450* NAD 83(1986) POSITION- 39 06 41.     (N) 086 32 22.     (W)   SCALED
 KA0450* NAVD 88 ORTHO HEIGHT -   200.237 (meters)      656.94  (feet) ADJUSTED
 KA0450  ______________________________________________________________________
 KA0450  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 KA0450  DYNAMIC HEIGHT  -        200.113 (meters)      656.54  (feet) COMP
 KA0450  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 KA0450
 KA0450  VERT ORDER      -  SECOND    CLASS 0
 KA0450
 KA0450.The horizontal coordinates were scaled from a map and have
 KA0450.an estimated accuracy of +/- 6 seconds.
 KA0450
 KA0450.The orthometric height was determined by differential leveling and
 KA0450.adjusted by the NATIONAL GEODETIC SURVEY
 KA0450.in June 1991.
 KA0450
 KA0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0450.GEOID18 height accuracy estimate available here.
 KA0450
 KA0450.Click photographs - Photos may exist for this station.
 KA0450
 KA0450.The dynamic height is computed by dividing the NAVD 88
 KA0450.geopotential number by the normal gravity value computed on the
 KA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0450.degrees latitude (g = 980.6199 gals.).
 KA0450
 KA0450.The modeled gravity was interpolated from observed gravity values.
 KA0450
 KA0450;                    North         East    Units  Estimated Accuracy
 KA0450;SPC IN W     -   429,000.      947,040.      MT  (+/- 180 meters Scaled)
 KA0450
 KA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ398292(NAD 83)
 KA0450
 KA0450                          SUPERSEDED SURVEY CONTROL
 KA0450
 KA0450  NGVD 29 (??/??/92)  200.352  (m)          657.32   (f) ADJ UNCH    2 0
 KA0450
 KA0450.Superseded values are not recommended for survey control.
 KA0450
 KA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0450.See file dsdata.pdf to determine how the superseded data were derived.
 KA0450
 KA0450_MARKER: DB = BENCH MARK DISK
 KA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0450_STAMPING: L 52 1934
 KA0450_MARK LOGO: CGS
 KA0450_PROJECTION: PROJECTING
 KA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0450+STABILITY: SURFACE MOTION
 KA0450
 KA0450  HISTORY     - Date     Condition        Report By
 KA0450  HISTORY     - 1934     MONUMENTED       CGS
 KA0450  HISTORY     - 20000921 MARK NOT FOUND   INDNR
 KA0450
 KA0450                          STATION DESCRIPTION
 KA0450
 KA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0450'AT CLEAR CREEK.
 KA0450'AT CLEAR CREEK, MONROE COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0450'AND LOUISVILLE RAILWAY, 6-1/2 RAILS SOUTH OF THE SEMAPHORE
 KA0450'TOWER IN FRONT OF THE STATION, IN THE SOUTHEAST ANGLE OF THE
 KA0450'CROSSING OF A PAVED ROAD, 26 YARDS SOUTHEAST OF THE CENTER OF
 KA0450'THE CROSSING, 21 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 KA0450'18 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET NORTHWEST
 KA0450'OF A POLE.  A STANDARD DISK, STAMPED L 52 1934 AND SET IN THE
 KA0450'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0450'NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW
 KA0450'THE MONON RAILROAD.
 KA0450
 KA0450                          STATION RECOVERY (2000)
 KA0450
 KA0450'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 KA0450'RAILROAD ABANDONED.  WAREHOUSE BUILDINGS BUILT ON OLD RR GRADE.
 KA0450'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0332 ***********************************************************************
 KA0332  DESIGNATION -  L 53
 KA0332  PID         -  KA0332
 KA0332  STATE/COUNTY-  IN/BROWN
 KA0332  COUNTRY     -  US
 KA0332  USGS QUAD   -  NASHVILLE (2019)
 KA0332
 KA0332                         *CURRENT SURVEY CONTROL
 KA0332  ______________________________________________________________________
 KA0332* NAD 83(1986) POSITION- 39 11 31.54   (N) 086 11 45.35   (W)   HD_HELD1
 KA0332* NAVD 88 ORTHO HEIGHT -   188.255 (meters)      617.63  (feet) ADJUSTED
 KA0332  ______________________________________________________________________
 KA0332  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 KA0332  DYNAMIC HEIGHT  -        188.141 (meters)      617.26  (feet) COMP
 KA0332  MODELED GRAVITY -    980,014.6   (mgal)                       NAVD 88
 KA0332
 KA0332  VERT ORDER      -  SECOND    CLASS 0
 KA0332
 KA0332.The horizontal coordinates were determined by differentially corrected
 KA0332.hand held GPS observations or other comparable positioning techniques
 KA0332.and have an estimated accuracy of +/- 3 meters.
 KA0332
 KA0332.The orthometric height was determined by differential leveling and
 KA0332.adjusted by the NATIONAL GEODETIC SURVEY
 KA0332.in June 1991.
 KA0332
 KA0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0332.GEOID18 height accuracy estimate available here.
 KA0332
 KA0332.Click photographs - Photos may exist for this station.
 KA0332
 KA0332.The dynamic height is computed by dividing the NAVD 88
 KA0332.geopotential number by the normal gravity value computed on the
 KA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0332.degrees latitude (g = 980.6199 gals.).
 KA0332
 KA0332.The modeled gravity was interpolated from observed gravity values.
 KA0332
 KA0332;                    North         East    Units  Estimated Accuracy
 KA0332;SPC IN E     -   437,954.8      54,277.4     MT  (+/- 3 meters HH1 GPS) 
 KA0332
 KA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6943738401(NAD 83)
 KA0332
 KA0332                          SUPERSEDED SURVEY CONTROL
 KA0332
 KA0332  NGVD 29 (??/??/92)  188.376  (m)          618.03   (f) ADJ UNCH    2 0
 KA0332
 KA0332.Superseded values are not recommended for survey control.
 KA0332
 KA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0332.See file dsdata.pdf to determine how the superseded data were derived.
 KA0332
 KA0332_MARKER: DB = BENCH MARK DISK
 KA0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0332_SP_SET: BRIDGE ABUTMENT
 KA0332_STAMPING: L 53 1934
 KA0332_MARK LOGO: CGS
 KA0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0332+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 KA0332
 KA0332  HISTORY     - Date     Condition        Report By
 KA0332  HISTORY     - 1934     MONUMENTED       CGS
 KA0332  HISTORY     - 1982     GOOD             USACE
 KA0332  HISTORY     - 20110706 GOOD             INDIV
 KA0332  HISTORY     - 20130216 GOOD             GEOCAC
 KA0332  HISTORY     - 20151207 GOOD             INDOT
 KA0332  HISTORY     - 20160525 GOOD             INDOT
 KA0332
 KA0332                          STATION DESCRIPTION
 KA0332
 KA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0332'3.3 MI E FROM NASHVILLE.
 KA0332'3.3 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0332'AT NASHVILLE, BROWN COUNTY, 0.2 MILE WEST OF THE JUNCTION OF
 KA0332'STATE HIGHWAY 135, AT A STEEL BRIDGE OVER A LARGE STREAM, IN THE
 KA0332'TOP OF THE SOUTH END OF THE EAST ABUTMENT, 4-1/2 YARDS SOUTH OF
 KA0332'THE CENTERLINE OF THE HIGHWAY, AND ONE-HALF FOOT ABOVE THE BRIDGE
 KA0332'LEVEL.  A STANDARD DISK, STAMPED L 53 1934.
 KA0332
 KA0332                          STATION RECOVERY (1982)
 KA0332
 KA0332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1982
 KA0332'RECOVERED IN GOOD CONDITION.
 KA0332
 KA0332                          STATION RECOVERY (2011)
 KA0332
 KA0332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0332'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0332
 KA0332                          STATION RECOVERY (2013)
 KA0332
 KA0332'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 KA0332'MARK FOUND IN GOOD CONDITION
 KA0332
 KA0332                          STATION RECOVERY (2015)
 KA0332
 KA0332'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 KA0332'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF STORY, 5.9 MI
 KA0332'(9.5 KM) SOUTH-SOUTHEAST OF BEANBLOSSOM, 5.7 MI (9.2 KM) NORTHWEST OF
 KA0332'NEW BELLSVILLE AND 3 MI (4.8 KM) SOUTHEAST OF NASHVILLE, IN.
 KA0332'
 KA0332'TO REACH FROM THE INTERSECTION OF STATE ROAD 46 AND STATE ROAD 135 IN
 KA0332'NASHVILLE, TRAVEL 2.93 MI (4.71 KM) SOUTHEAST ON STATE ROAD 135 (ALSO
 KA0332'BEING STATE ROAD 46) TO THE PRIVATE DRIVE FOR 2860 STATE ROAD 46.
 KA0332'TURN LEFT (NORTHEAST) AND TRAVEL 170 FT (51.8 M) NORTHEAST TO THE
 KA0332'MONUMENT LOCATED ON THE LEFT (NORTHWEST).
 KA0332
 KA0332                          STATION RECOVERY (2016)
 KA0332
 KA0332'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 KA0332'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ3054 ***********************************************************************
 DQ3054  DESIGNATION -  L 53 RESET
 DQ3054  PID         -  DQ3054
 DQ3054  STATE/COUNTY-  IN/BROWN
 DQ3054  COUNTRY     -  US
 DQ3054  USGS QUAD   -  NASHVILLE (2019)
 DQ3054
 DQ3054                         *CURRENT SURVEY CONTROL
 DQ3054  ______________________________________________________________________
 DQ3054* NAD 83(2011) POSITION- 39 11 34.72166(N) 086 11 56.43151(W)   ADJUSTED
 DQ3054* NAD 83(2011) ELLIP HT-   154.565 (meters)        (10/06/17)   ADJUSTED
 DQ3054* NAD 83(2011) EPOCH   -  2010.00
 DQ3054* NAVD 88 ORTHO HEIGHT -   187.93  (meters)      616.6   (feet) RESET
 DQ3054  ______________________________________________________________________
 DQ3054  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 DQ3054  NAD 83(2011) X  -    328,137.054 (meters)                     COMP
 DQ3054  NAD 83(2011) Y  - -4,939,048.333 (meters)                     COMP
 DQ3054  NAD 83(2011) Z  -  4,009,041.479 (meters)                     COMP
 DQ3054  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DQ3054  VERT ORDER      -  THIRD
 DQ3054
 DQ3054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ3054  Standards:
 DQ3054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ3054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ3054  -------------------------------------------------------------------
 DQ3054  NETWORK    0.51   1.22           0.22   0.20   0.62      0.03902336
 DQ3054  -------------------------------------------------------------------
 DQ3054  Click here for local accuracies and other accuracy information.
 DQ3054
 DQ3054.The horizontal coordinates were established by GPS observations
 DQ3054.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 DQ3054
 DQ3054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3054.been affixed to the stable North American tectonic plate. See 
 DQ3054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ3054
 DQ3054.The horizontal coordinates are valid at the epoch date displayed above
 DQ3054.which is a decimal equivalence of Year/Month/Day.
 DQ3054
 DQ3054.The orthometric height was computed from unverified reset data.
 DQ3054
 DQ3054.No vertical observational check was made to the station.
 DQ3054
 DQ3054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3054.GEOID18 height accuracy estimate available here.
 DQ3054
 DQ3054.Click photographs - Photos may exist for this station.
 DQ3054
 DQ3054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ3054
 DQ3054.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ3054
 DQ3054.The ellipsoidal height was determined by GPS observations
 DQ3054.and is referenced to NAD 83.
 DQ3054
 DQ3054. The following values were computed from the NAD 83(2011) position.
 DQ3054
 DQ3054;                    North         East     Units Scale Factor Converg.
 DQ3054;SPC IN E     -   438,054.514    54,012.046   MT  0.99999270   -0 20 11.1
 DQ3054;SPC IN E     - 1,437,183.85    177,204.52   sFT  0.99999270   -0 20 11.1
 DQ3054;UTM  16      - 4,338,497.494   569,170.895   MT  0.99965891   +0 30 22.3
 DQ3054
 DQ3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3054!SPC IN E     -   0.99997575  x   0.99999270  =   0.99996845
 DQ3054!UTM  16      -   0.99997575  x   0.99965891  =   0.99963467
 DQ3054
 DQ3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6917038497(NAD 83)
 DQ3054
 DQ3054                          SUPERSEDED SURVEY CONTROL
 DQ3054
 DQ3054.No superseded survey control is available for this station.
 DQ3054
 DQ3054_MARKER: F = FLANGE-ENCASED ROD
 DQ3054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ3054_STAMPING: L 53 RESET 2016
 DQ3054_MARK LOGO: NONE
 DQ3054_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3054_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ3054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3054+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 DQ3054_ROD/PIPE-DEPTH: 7.5 meters
 DQ3054_SLEEVE-DEPTH  : 0.9 meters
 DQ3054
 DQ3054  HISTORY     - Date     Condition        Report By
 DQ3054  HISTORY     - 20160302 MONUMENTED       INDOT
 DQ3054
 DQ3054                          STATION DESCRIPTION
 DQ3054
 DQ3054'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 DQ3054'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF STORY, 5.9 MI
 DQ3054'(9.5 KM) SOUTH-SOUTHEAST OF BEANBLOSSOM, 2.7 MI (4.3 KM)
 DQ3054'EAST-SOUTHEAST OF NASHVILLE AND 5.7 MI (9.2 KM) NORTHWEST OF NEW
 DQ3054'BELLSVILLE.
 DQ3054'
 DQ3054'TO REACH FROM THE INTERSECTION OF STATE ROAD 46 AND STATE ROAD 135 IN
 DQ3054'NASHVILLE, TRAVEL 2.71 MI (4.36 KM) SOUTHEAST ON STATE ROAD 135 (ALSO
 DQ3054'BEING STATE ROAD 46) TO EAST END DRIVE.  TURN LEFT (NORTHEAST) AND
 DQ3054'TRAVEL 65 FT (19.8 M) NORTHEAST TO THE MONUMENT LOCATED ON THE LEFT
 DQ3054'(NORTHWEST).
 DQ3054'
 DQ3054'A LOGO CAP IS FLUSH WITH THE GROUND AND APPROXIMATELY 3 FT (0.9 M)
 DQ3054'LOWER THAN THE LEVEL OF THE ROAD, 71.7 FT (21.9 M) SOUTH-SOUTHEAST
 DQ3054'FROM THE SOUTHEAST CORNER OF THE CREEKSIDE RETREAT SIGN, 110.5 FT
 DQ3054'(33.7 M) SOUTHWEST FROM A WOOD LIGHT POLE, 20.2 FT (6.2 M) SOUTHEAST
 DQ3054'FROM THE NORTHWEST END OF A CULVERT PIPE LOCATED UNDER SAID EAST END
 DQ3054'DRIVE AND 83.3 FT (25.4 M) NORTHWEST FROM THE SOUTHEAST END OF SAID
 DQ3054'CULVERT PIPE.
 DQ3054'
 DQ3054'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH THE 6-INCH (15 CM)
 DQ3054'LOGO CAP.  (2) L 53 IS NOT SCHEDULED TO BE REMOVED.  L 53 RESET WAS
 DQ3054'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ3054'INTERFERENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0393 ***********************************************************************
 JA0393  DESIGNATION -  L 55
 JA0393  PID         -  JA0393
 JA0393  STATE/COUNTY-  IN/CRAWFORD
 JA0393  COUNTRY     -  US
 JA0393  USGS QUAD   -  ENGLISH (2019)
 JA0393
 JA0393                         *CURRENT SURVEY CONTROL
 JA0393  ______________________________________________________________________
 JA0393* NAD 83(1986) POSITION- 38 19 15.     (N) 086 26 51.     (W)   SCALED
 JA0393* NAVD 88 ORTHO HEIGHT -   251.429 (meters)      824.90  (feet) ADJUSTED
 JA0393  ______________________________________________________________________
 JA0393  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 JA0393  DYNAMIC HEIGHT  -        251.254 (meters)      824.32  (feet) COMP
 JA0393  MODELED GRAVITY -    979,925.9   (mgal)                       NAVD 88
 JA0393
 JA0393  VERT ORDER      -  FIRST     CLASS II
 JA0393
 JA0393.The horizontal coordinates were scaled from a map and have
 JA0393.an estimated accuracy of +/- 6 seconds.
 JA0393
 JA0393.The orthometric height was determined by differential leveling and
 JA0393.adjusted by the NATIONAL GEODETIC SURVEY
 JA0393.in June 1991.
 JA0393
 JA0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0393.GEOID18 height accuracy estimate available here.
 JA0393
 JA0393.Click photographs - Photos may exist for this station.
 JA0393
 JA0393.The dynamic height is computed by dividing the NAVD 88
 JA0393.geopotential number by the normal gravity value computed on the
 JA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0393.degrees latitude (g = 980.6199 gals.).
 JA0393
 JA0393.The modeled gravity was interpolated from observed gravity values.
 JA0393
 JA0393;                    North         East    Units  Estimated Accuracy
 JA0393;SPC IN W     -   341,300.      955,600.      MT  (+/- 180 meters Scaled)
 JA0393
 JA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482415(NAD 83)
 JA0393
 JA0393                          SUPERSEDED SURVEY CONTROL
 JA0393
 JA0393  NGVD 29 (??/??/92)  251.539  (m)          825.26   (f) ADJ UNCH    1 2
 JA0393
 JA0393.Superseded values are not recommended for survey control.
 JA0393
 JA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0393.See file dsdata.pdf to determine how the superseded data were derived.
 JA0393
 JA0393_MARKER: DB = BENCH MARK DISK
 JA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0393_STAMPING: L 55 1934
 JA0393_MARK LOGO: CGS
 JA0393_PROJECTION: PROJECTING 36 CENTIMETERS
 JA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0393+STABILITY: SURFACE MOTION
 JA0393
 JA0393  HISTORY     - Date     Condition        Report By
 JA0393  HISTORY     - 1934     MONUMENTED       CGS
 JA0393  HISTORY     - 1965     GOOD             CGS
 JA0393
 JA0393                          STATION DESCRIPTION
 JA0393
 JA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0393'1.6 MI S FROM ENGLISH.
 JA0393'1.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0393'ENGLISH, IN SECTION 30, T 2 S, R 1 E, 36 FEET EAST OF THE CENTER
 JA0393'LINE OF THE HIGHWAY, 297 FEET SOUTH OF THE SOUTHWEST CORNER OF
 JA0393'THE ALBERT WILLIAMS RESIDENCE, 15 FEET NORTH OF A TELEPHONE POLE,
 JA0393'13 FEET NORTH OF THE SOUTHWEST CORNER OF A TOOL SHED, 1.5 FEET
 JA0393'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JA0393'POST PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0258 ***********************************************************************
 JA0258  DESIGNATION -  L 56
 JA0258  PID         -  JA0258
 JA0258  STATE/COUNTY-  IN/HARRISON
 JA0258  COUNTRY     -  US
 JA0258  USGS QUAD   -  DEPAUW (2019)
 JA0258
 JA0258                         *CURRENT SURVEY CONTROL
 JA0258  ______________________________________________________________________
 JA0258* NAD 83(1986) POSITION- 38 20 12.92   (N) 086 14 56.08   (W)   HD_HELD1
 JA0258* NAVD 88 ORTHO HEIGHT -   193.570 (meters)      635.07  (feet) POSTED
 JA0258  ______________________________________________________________________
 JA0258  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JA0258  DYNAMIC HEIGHT  -        193.43  (meters)      634.6   (feet) COMP
 JA0258  MODELED GRAVITY -    979,923.0   (mgal)                       NAVD 88
 JA0258
 JA0258  VERT ORDER      -  * POSTED, SEE BELOW
 JA0258
 JA0258.The horizontal coordinates were determined by differentially corrected
 JA0258.hand held GPS observations or other comparable positioning techniques
 JA0258.and have an estimated accuracy of +/- 3 meters.
 JA0258
 JA0258.The orthometric height was determined by differential leveling
 JA0258.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0258
 JA0258.* This is a POSTED BENCH MARK height.
 JA0258
 JA0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0258.GEOID18 height accuracy estimate available here.
 JA0258
 JA0258.Click photographs - Photos may exist for this station.
 JA0258
 JA0258.The dynamic height is computed by dividing the NAVD 88
 JA0258.geopotential number by the normal gravity value computed on the
 JA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0258.degrees latitude (g = 980.6199 gals.).
 JA0258
 JA0258.The modeled gravity was interpolated from observed gravity values.
 JA0258
 JA0258;                    North         East    Units  Estimated Accuracy
 JA0258;SPC IN E     -   343,051.5      49,096.4     MT  (+/- 3 meters HH1 GPS) 
 JA0258
 JA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6564143465(NAD 83)
 JA0258
 JA0258                          SUPERSEDED SURVEY CONTROL
 JA0258
 JA0258  NGVD 29 (??/??/92)  193.66   (m)          635.4    (f) COMPUTED    2 0
 JA0258
 JA0258.Superseded values are not recommended for survey control.
 JA0258
 JA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0258.See file dsdata.pdf to determine how the superseded data were derived.
 JA0258
 JA0258_MARKER: DB = BENCH MARK DISK
 JA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0258_STAMPING: L 56 1934
 JA0258_MARK LOGO: CGS
 JA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0258+STABILITY: SURFACE MOTION
 JA0258
 JA0258  HISTORY     - Date     Condition        Report By
 JA0258  HISTORY     - 1934     MONUMENTED       CGS
 JA0258  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0258
 JA0258                          STATION DESCRIPTION
 JA0258
 JA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0258'1.8 MI W FROM DE PAUW.
 JA0258'1.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0258'DE PAUW, HARRISON COUNTY, 290 FEET EAST OF MILEPOST 242, AT A
 JA0258'PRIVATE-ROAD CROSSING, 17 1/2 FEET SOUTH OF THE SOUTH RAIL, 16
 JA0258'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN
 JA0258'THE TRACK.  A STANDARD DISK, STAMPED L 56 1934 AND SET IN THE
 JA0258'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0979 ***********************************************************************
 JA0979  DESIGNATION -  L 57
 JA0979  PID         -  JA0979
 JA0979  STATE/COUNTY-  IN/DUBOIS
 JA0979  COUNTRY     -  US
 JA0979  USGS QUAD   -  VELPEN (2019)
 JA0979
 JA0979                         *CURRENT SURVEY CONTROL
 JA0979  ______________________________________________________________________
 JA0979* NAD 83(1986) POSITION- 38 19 39.79   (N) 087 01 41.31   (W)   HD_HELD1
 JA0979* NAVD 88 ORTHO HEIGHT -   145.263 (meters)      476.58  (feet) ADJUSTED
 JA0979  ______________________________________________________________________
 JA0979  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 JA0979  DYNAMIC HEIGHT  -        145.166 (meters)      476.27  (feet) COMP
 JA0979  MODELED GRAVITY -    979,959.2   (mgal)                       NAVD 88
 JA0979
 JA0979  VERT ORDER      -  FIRST     CLASS II
 JA0979
 JA0979.The horizontal coordinates were determined by differentially corrected
 JA0979.hand held GPS observations or other comparable positioning techniques
 JA0979.and have an estimated accuracy of +/- 3 meters.
 JA0979
 JA0979.The orthometric height was determined by differential leveling and
 JA0979.adjusted by the NATIONAL GEODETIC SURVEY
 JA0979.in June 1991.
 JA0979
 JA0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0979.GEOID18 height accuracy estimate available here.
 JA0979
 JA0979.Click photographs - Photos may exist for this station.
 JA0979
 JA0979.The dynamic height is computed by dividing the NAVD 88
 JA0979.geopotential number by the normal gravity value computed on the
 JA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0979.degrees latitude (g = 980.6199 gals.).
 JA0979
 JA0979.The modeled gravity was interpolated from observed gravity values.
 JA0979
 JA0979;                    North         East    Units  Estimated Accuracy
 JA0979;SPC IN W     -   341,871.0     904,825.8     MT  (+/- 3 meters HH1 GPS) 
 JA0979
 JA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9754042177(NAD 83)
 JA0979
 JA0979                          SUPERSEDED SURVEY CONTROL
 JA0979
 JA0979  NGVD 29 (??/??/92)  145.374  (m)          476.95   (f) ADJ UNCH    1 2
 JA0979
 JA0979.Superseded values are not recommended for survey control.
 JA0979
 JA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0979.See file dsdata.pdf to determine how the superseded data were derived.
 JA0979
 JA0979_MARKER: DB = BENCH MARK DISK
 JA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0979_STAMPING: L 57 1934
 JA0979_MARK LOGO: CGS
 JA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0979+STABILITY: SURFACE MOTION
 JA0979
 JA0979  HISTORY     - Date     Condition        Report By
 JA0979  HISTORY     - 1934     MONUMENTED       CGS
 JA0979  HISTORY     - 1965     GOOD             CGS
 JA0979
 JA0979                          STATION DESCRIPTION
 JA0979
 JA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0979'4.6 MI W FROM HUNTINGBURG.
 JA0979'ABOUT 4.65 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0979'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN
 JA0979'SECTION 24, T 2 S, R 6 W, ABOUT 0.2 MILE WEST OF THE WHITSITTS
 JA0979'GENERAL STORE IN THE SMALL COMMUNITY OF DUFF, 0.1 MILE WEST OF
 JA0979'THE CROSSING OF THE RAILROAD AND ROAD 650 W, 65 FEET EAST OF THE
 JA0979'CENTER LINE OF A PRIVATE ROAD, 15 1/2 FEET NORTH OF THE NORTH
 JA0979'RAIL, 78 YARDS NORTHEAST AND ACROSS THE TRACKS FROM THE NORTHEAST
 JA0979'CORNER OF A CONCRETE BLOCK BUILDING, 41 FEET NORTH AND ACROSS THE
 JA0979'TRACK FROM THE NORTH FACE OF AN OLD FRAME BUILDING, 72 FEET EAST
 JA0979'OF TELEPHONE POLE NUMBER 13B, 14 1/2 FEET SOUTH OF A FENCE,
 JA0979'ABOUT LEVEL WITH THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA0979'PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0604 ***********************************************************************
 JA0604  DESIGNATION -  L 58
 JA0604  PID         -  JA0604
 JA0604  STATE/COUNTY-  IN/SPENCER
 JA0604  COUNTRY     -  US
 JA0604  USGS QUAD   -  DALE (2019)
 JA0604
 JA0604                         *CURRENT SURVEY CONTROL
 JA0604  ______________________________________________________________________
 JA0604* NAD 83(1986) POSITION- 38 11 31.     (N) 086 58 10.     (W)   SCALED
 JA0604* NAVD 88 ORTHO HEIGHT -   151.310 (meters)      496.42  (feet) POSTED
 JA0604  ______________________________________________________________________
 JA0604  GEOID HEIGHT    -        -32.023 (meters)                     GEOID18
 JA0604  DYNAMIC HEIGHT  -        151.21  (meters)      496.1   (feet) COMP
 JA0604  MODELED GRAVITY -    979,953.6   (mgal)                       NAVD 88
 JA0604
 JA0604  VERT ORDER      -  * POSTED, SEE BELOW
 JA0604
 JA0604.The horizontal coordinates were scaled from a map and have
 JA0604.an estimated accuracy of +/- 6 seconds.
 JA0604
 JA0604.The orthometric height was determined by differential leveling
 JA0604.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0604
 JA0604.* This is a POSTED BENCH MARK height.
 JA0604
 JA0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0604.GEOID18 height accuracy estimate available here.
 JA0604
 JA0604.Click photographs - Photos may exist for this station.
 JA0604
 JA0604.The dynamic height is computed by dividing the NAVD 88
 JA0604.geopotential number by the normal gravity value computed on the
 JA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0604.degrees latitude (g = 980.6199 gals.).
 JA0604
 JA0604.The modeled gravity was interpolated from observed gravity values.
 JA0604
 JA0604;                    North         East    Units  Estimated Accuracy
 JA0604;SPC IN W     -   326,810.      909,980.      MT  (+/- 180 meters Scaled)
 JA0604
 JA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH026271(NAD 83)
 JA0604
 JA0604                          SUPERSEDED SURVEY CONTROL
 JA0604
 JA0604  NGVD 29 (??/??/92)  151.41   (m)          496.8    (f) COMPUTED    2 0
 JA0604
 JA0604.Superseded values are not recommended for survey control.
 JA0604
 JA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0604.See file dsdata.pdf to determine how the superseded data were derived.
 JA0604
 JA0604_MARKER: DB = BENCH MARK DISK
 JA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0604_STAMPING: L 58 1934
 JA0604_MARK LOGO: CGS
 JA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0604+STABILITY: SURFACE MOTION
 JA0604
 JA0604  HISTORY     - Date     Condition        Report By
 JA0604  HISTORY     - 1934     MONUMENTED       CGS
 JA0604  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0604
 JA0604                          STATION DESCRIPTION
 JA0604
 JA0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0604'2 MI S FROM JOHNSBURG.
 JA0604'IN SPENCER COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY
 JA0604'FROM THE STATION AT JOHNSBURG, DUBOIS COUNTY, ABOUT 500 YARDS
 JA0604'SOUTH OF THE HILL TOP STATION, 30 YARDS NORTHEAST OF A WHITE
 JA0604'OAK TREE, 18 FEET NORTHWEST OF THE NORTH END OF A PIPE CULVERT,
 JA0604'28 FEET NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, 20 FEET
 JA0604'WEST OF THE WEST RAIL, 24 FEET EAST OF THE FENCE LINE, AND ABOUT
 JA0604'4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 58 1934
 JA0604'AND SET IN THE TOP OF A CONCRETE POST.
 JA0604
 JA0604                          STATION RECOVERY (1965)
 JA0604
 JA0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1052 ***********************************************************************
 JA1052  DESIGNATION -  L 59
 JA1052  PID         -  JA1052
 JA1052  STATE/COUNTY-  IN/WARRICK
 JA1052  COUNTRY     -  US
 JA1052  USGS QUAD   -  ELBERFELD (2019)
 JA1052
 JA1052                         *CURRENT SURVEY CONTROL
 JA1052  ______________________________________________________________________
 JA1052* NAD 83(1986) POSITION- 38 11 42.     (N) 087 25 29.     (W)   SCALED
 JA1052* NAVD 88 ORTHO HEIGHT -   123.285 (meters)      404.48  (feet) ADJUSTED
 JA1052  ______________________________________________________________________
 JA1052  GEOID HEIGHT    -        -31.467 (meters)                     GEOID18
 JA1052  DYNAMIC HEIGHT  -        123.202 (meters)      404.21  (feet) COMP
 JA1052  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 JA1052
 JA1052  VERT ORDER      -  FIRST     CLASS II
 JA1052
 JA1052.The horizontal coordinates were scaled from a map and have
 JA1052.an estimated accuracy of +/- 6 seconds.
 JA1052
 JA1052.The orthometric height was determined by differential leveling and
 JA1052.adjusted by the NATIONAL GEODETIC SURVEY
 JA1052.in June 1991.
 JA1052
 JA1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1052.GEOID18 height accuracy estimate available here.
 JA1052
 JA1052.Click photographs - Photos may exist for this station.
 JA1052
 JA1052.The dynamic height is computed by dividing the NAVD 88
 JA1052.geopotential number by the normal gravity value computed on the
 JA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1052.degrees latitude (g = 980.6199 gals.).
 JA1052
 JA1052.The modeled gravity was interpolated from observed gravity values.
 JA1052
 JA1052;                    North         East    Units  Estimated Accuracy
 JA1052;SPC IN W     -   327,190.      870,100.      MT  (+/- 180 meters Scaled)
 JA1052
 JA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH628275(NAD 83)
 JA1052
 JA1052                          SUPERSEDED SURVEY CONTROL
 JA1052
 JA1052  NGVD 29 (??/??/92)  123.404  (m)          404.87   (f) ADJ UNCH    1 2
 JA1052
 JA1052.Superseded values are not recommended for survey control.
 JA1052
 JA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1052.See file dsdata.pdf to determine how the superseded data were derived.
 JA1052
 JA1052_MARKER: DB = BENCH MARK DISK
 JA1052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1052_SP_SET: ABUTMENT
 JA1052_STAMPING: L 59 1934
 JA1052_MARK LOGO: CGS
 JA1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1052
 JA1052  HISTORY     - Date     Condition        Report By
 JA1052  HISTORY     - 1934     MONUMENTED       CGS
 JA1052  HISTORY     - 1965     GOOD             CGS
 JA1052  HISTORY     - 1985     GOOD             NGS
 JA1052  HISTORY     - 1991     GOOD             USPSQD
 JA1052  HISTORY     - 20090828 GOOD             ACCU
 JA1052  HISTORY     - 20100817 GOOD             GEOCAC
 JA1052
 JA1052                          STATION DESCRIPTION
 JA1052
 JA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1052'2.2 MI SW FROM BUCKSKIN.
 JA1052'ABOUT 2.2 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1052'FROM THE STATION AT BUCKSKIN, OR ABOUT 0.1 MILE SOUTHEAST ALONG
 JA1052'MAIN STREET FROM THE POST OFFICE AT ELBERFELD, THENCE 2.7 MILES
 JA1052'NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, 5 TELEPHONE
 JA1052'POLES SOUTHWEST OF MILEPOST 177, 13 RAILS NORTHEAST OF THE CENTER
 JA1052'OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 68, SET IN THE
 JA1052'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 JA1052'A SMALL RAILROAD BRIDGE OVER THE WABASH AND ERIE CANAL, 5.7
 JA1052'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 5 INCHES BELOW
 JA1052'THE LEVEL OF THE TRACK.
 JA1052
 JA1052                          STATION RECOVERY (1985)
 JA1052
 JA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1052'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.9 KM (13.0
 JA1052'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1052'HIGHWAY 357 IN OAKLAND CITY, THENCE 2.8 KM (1.75MI) EAST ALONG STATE
 JA1052'HIGHWAY 68, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG THE CONRAIL
 JA1052'RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 JA1052
 JA1052                          STATION RECOVERY (1991)
 JA1052
 JA1052'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1052'RECOVERED IN GOOD CONDITION.
 JA1052
 JA1052                          STATION RECOVERY (2009)
 JA1052
 JA1052'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WJC)
 JA1052'RECOVERED IN GOOD CONDITION.
 JA1052
 JA1052                          STATION RECOVERY (2010)
 JA1052
 JA1052'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1685 ***********************************************************************
 HZ1685  DESIGNATION -  L 60
 HZ1685  PID         -  HZ1685
 HZ1685  STATE/COUNTY-  IN/JACKSON
 HZ1685  COUNTRY     -  US
 HZ1685  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ1685
 HZ1685                         *CURRENT SURVEY CONTROL
 HZ1685  ______________________________________________________________________
 HZ1685* NAD 83(1986) POSITION- 38 47 42.     (N) 085 50 28.     (W)   SCALED
 HZ1685* NAVD 88 ORTHO HEIGHT -   170.098 (meters)      558.06  (feet) ADJUSTED
 HZ1685  ______________________________________________________________________
 HZ1685  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 HZ1685  DYNAMIC HEIGHT  -        169.989 (meters)      557.71  (feet) COMP
 HZ1685  MODELED GRAVITY -    979,981.7   (mgal)                       NAVD 88
 HZ1685
 HZ1685  VERT ORDER      -  SECOND    CLASS 0
 HZ1685
 HZ1685.The horizontal coordinates were scaled from a map and have
 HZ1685.an estimated accuracy of +/- 6 seconds.
 HZ1685
 HZ1685.The orthometric height was determined by differential leveling and
 HZ1685.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1685.in June 1991.
 HZ1685
 HZ1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1685.GEOID18 height accuracy estimate available here.
 HZ1685
 HZ1685.Click photographs - Photos may exist for this station.
 HZ1685
 HZ1685.The dynamic height is computed by dividing the NAVD 88
 HZ1685.geopotential number by the normal gravity value computed on the
 HZ1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1685.degrees latitude (g = 980.6199 gals.).
 HZ1685
 HZ1685.The modeled gravity was interpolated from observed gravity values.
 HZ1685
 HZ1685;                    North         East    Units  Estimated Accuracy
 HZ1685;SPC IN E     -   393,750.       84,850.      MT  (+/- 180 meters Scaled)
 HZ1685
 HZ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH006946(NAD 83)
 HZ1685
 HZ1685                          SUPERSEDED SURVEY CONTROL
 HZ1685
 HZ1685  NGVD 29 (??/??/92)  170.224  (m)          558.48   (f) ADJ UNCH    2 0
 HZ1685
 HZ1685.Superseded values are not recommended for survey control.
 HZ1685
 HZ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1685.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1685
 HZ1685_MARKER: DB = BENCH MARK DISK
 HZ1685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1685_SP_SET: FOUNDATION
 HZ1685_STAMPING: L 60 1934
 HZ1685_MARK LOGO: CGS
 HZ1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1685
 HZ1685  HISTORY     - Date     Condition        Report By
 HZ1685  HISTORY     - 1934     MONUMENTED       CGS
 HZ1685  HISTORY     - 20061111 MARK NOT FOUND   INDIV
 HZ1685
 HZ1685                          STATION DESCRIPTION
 HZ1685
 HZ1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1685'AT CROTHERSVILLE.
 HZ1685'AT CROTHERSVILLE, JACKSON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 HZ1685'0.1 MILE SOUTH OF THE STATION, 36.2 FEET SOUTH OF THE SOUTH END
 HZ1685'OF A FIRE HOUSE, 28.1 FEET NORTHWEST OF THE CENTER OF A GATE
 HZ1685'TO AN ENCLOSURE, AT THE SOUTHEAST PEDESTAL OF WATER TOWER, AND IN
 HZ1685'THE TOP OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED
 HZ1685'L 60 1934.
 HZ1685
 HZ1685                          STATION RECOVERY (2006)
 HZ1685
 HZ1685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DGK)
 HZ1685'WATER TOWER WAS REMOVED AND MARK WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0040 ***********************************************************************
 KA0040  DESIGNATION -  L 61
 KA0040  PID         -  KA0040
 KA0040  STATE/COUNTY-  IN/HENDRICKS
 KA0040  COUNTRY     -  US
 KA0040  USGS QUAD   -  PLAINFIELD (2019)
 KA0040
 KA0040                         *CURRENT SURVEY CONTROL
 KA0040  ______________________________________________________________________
 KA0040* NAD 83(1986) POSITION- 39 41 22.70   (N) 086 23 24.75   (W)   HD_HELD1
 KA0040* NAVD 88 ORTHO HEIGHT -   218.056 (meters)      715.41  (feet) ADJUSTED
 KA0040  ______________________________________________________________________
 KA0040  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 KA0040  DYNAMIC HEIGHT  -        217.939 (meters)      715.02  (feet) COMP
 KA0040  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 KA0040
 KA0040  VERT ORDER      -  SECOND    CLASS 0
 KA0040
 KA0040.The horizontal coordinates were determined by differentially corrected
 KA0040.hand held GPS observations or other comparable positioning techniques
 KA0040.and have an estimated accuracy of +/- 3 meters.
 KA0040
 KA0040.The orthometric height was determined by differential leveling and
 KA0040.adjusted by the NATIONAL GEODETIC SURVEY
 KA0040.in June 1991.
 KA0040
 KA0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0040.GEOID18 height accuracy estimate available here.
 KA0040
 KA0040.Click photographs - Photos may exist for this station.
 KA0040
 KA0040.The dynamic height is computed by dividing the NAVD 88
 KA0040.geopotential number by the normal gravity value computed on the
 KA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0040.degrees latitude (g = 980.6199 gals.).
 KA0040
 KA0040.The modeled gravity was interpolated from observed gravity values.
 KA0040
 KA0040;                    North         East    Units  Estimated Accuracy
 KA0040;SPC IN W     -   493,288.5     959,454.0     MT  (+/- 3 meters HH1 GPS) 
 KA0040
 KA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5228693488(NAD 83)
 KA0040
 KA0040                          SUPERSEDED SURVEY CONTROL
 KA0040
 KA0040  NGVD 29 (??/??/92)  218.173  (m)          715.79   (f) ADJ UNCH    2 0
 KA0040
 KA0040.Superseded values are not recommended for survey control.
 KA0040
 KA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0040.See file dsdata.pdf to determine how the superseded data were derived.
 KA0040
 KA0040_MARKER: DB = BENCH MARK DISK
 KA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0040_STAMPING: L 61 1946
 KA0040_MARK LOGO: CGS
 KA0040_PROJECTION: PROJECTING 20 CENTIMETERS
 KA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0040+STABILITY: SURFACE MOTION
 KA0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0040+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2024
 KA0040
 KA0040  HISTORY     - Date     Condition        Report By
 KA0040  HISTORY     - 1946     MONUMENTED       CGS
 KA0040  HISTORY     - 1981     GOOD             INDNR
 KA0040  HISTORY     - 20050729 GOOD             BFSINC
 KA0040  HISTORY     - 20240922 GOOD             USPSQD
 KA0040
 KA0040                          STATION DESCRIPTION
 KA0040
 KA0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0040'1.2 MI SE FROM PLAINFIELD.
 KA0040'ABOUT 1.2 MILES ALONG STATE HIGHWAY 267 FROM ITS JUNCTION WITH
 KA0040'U.S. HIGHWAY 40 AT PLAINFIELD, AT A CROSS ROAD, 45 FEET WEST OF
 KA0040'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 26 FEET
 KA0040'NORTH OF THE CENTER LINE OF THE ENTRANCE TO THE EDWARD CUMMINGS
 KA0040'FARM, 14 FEET NORTHWEST OF THE NORTH END OF A 12 INCH CORRUGATED
 KA0040'PIPE CULVERT, 7 FEET WEST OF TELEPHONE POLE NO. 36-H 62,
 KA0040'4 FEET WEST OF A CONCRETE FENCE CORNER POST, AND 2 FEET EAST
 KA0040'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 61
 KA0040'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 KA0040'ABOVE GROUND.
 KA0040
 KA0040                          STATION RECOVERY (1981)
 KA0040
 KA0040'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 KA0040'RECOVERED IN GOOD CONDITION.
 KA0040
 KA0040                          STATION RECOVERY (2005)
 KA0040
 KA0040'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 KA0040'RECOVERED IN GOOD CONDITION.
 KA0040
 KA0040                          STATION RECOVERY (2024)
 KA0040
 KA0040'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 KA0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0625 ***********************************************************************
 KA0625  DESIGNATION -  L 62
 KA0625  PID         -  KA0625
 KA0625  STATE/COUNTY-  IN/PUTNAM
 KA0625  COUNTRY     -  US
 KA0625  USGS QUAD   -  EMINENCE (2019)
 KA0625
 KA0625                         *CURRENT SURVEY CONTROL
 KA0625  ______________________________________________________________________
 KA0625* NAD 83(1986) POSITION- 39 37 06.     (N) 086 42 04.     (W)   SCALED
 KA0625* NAVD 88 ORTHO HEIGHT -   255.877 (meters)      839.49  (feet) POSTED
 KA0625  ______________________________________________________________________
 KA0625  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 KA0625  DYNAMIC HEIGHT  -        255.73  (meters)      839.0   (feet) COMP
 KA0625  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 KA0625
 KA0625  VERT ORDER      -  * POSTED, SEE BELOW
 KA0625
 KA0625.The horizontal coordinates were scaled from a map and have
 KA0625.an estimated accuracy of +/- 6 seconds.
 KA0625
 KA0625.The orthometric height was determined by differential leveling
 KA0625.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0625
 KA0625.* This is a POSTED BENCH MARK height.
 KA0625
 KA0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0625.GEOID18 height accuracy estimate available here.
 KA0625
 KA0625.Click photographs - Photos may exist for this station.
 KA0625
 KA0625.The dynamic height is computed by dividing the NAVD 88
 KA0625.geopotential number by the normal gravity value computed on the
 KA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0625.degrees latitude (g = 980.6199 gals.).
 KA0625
 KA0625.The modeled gravity was interpolated from observed gravity values.
 KA0625
 KA0625;                    North         East    Units  Estimated Accuracy
 KA0625;SPC IN W     -   485,210.      932,820.      MT  (+/- 180 meters Scaled)
 KA0625
 KA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ256854(NAD 83)
 KA0625
 KA0625                          SUPERSEDED SURVEY CONTROL
 KA0625
 KA0625  NGVD 29 (??/??/92)  255.976  (m)          839.81   (f) ADJ UNCH    2 0
 KA0625
 KA0625.Superseded values are not recommended for survey control.
 KA0625
 KA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0625.See file dsdata.pdf to determine how the superseded data were derived.
 KA0625
 KA0625_MARKER: DB = BENCH MARK DISK
 KA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0625_STAMPING: L 62 1946
 KA0625_MARK LOGO: CGS
 KA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0625+STABILITY: SURFACE MOTION
 KA0625
 KA0625  HISTORY     - Date     Condition        Report By
 KA0625  HISTORY     - 1946     MONUMENTED       CGS
 KA0625  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0625
 KA0625                          STATION DESCRIPTION
 KA0625
 KA0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0625'3.2 MI E FROM MOUNT MERIDIAN.
 KA0625'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE L.J. CLARK
 KA0625'STORE AND SERVICE STATION AT MOUNT MERIDIAN, AT A SIDE ROAD
 KA0625'LEADING SOUTH, 54 FEET SOUTH OF THE CENTER LINE OF THE EAST
 KA0625'BOUND TRAFFICE LANE OF THE HIGHWAY, 54 FEET EAST OF THE CENTER
 KA0625'LINE OF THE ROAD LEADING SOUTH, 41 FEET NORTHEAST OF A FENCE
 KA0625'CORNER POST, 2 FEET NORTHWEST OF THE FENCE LINE, 1.5 FEET WEST
 KA0625'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 62
 KA0625'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0625'ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST
 KA0625'OFFICE AT STILESVILLE, HENDRICKS COUNTY, BY GOING ABOUT 3.9
 KA0625'MILES WEST ALONG U.S. HIGHWAY 40.
 KA0625
 KA0625                          STATION RECOVERY (1985)
 KA0625
 KA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0625'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0699 ***********************************************************************
 KA0699  DESIGNATION -  L 63
 KA0699  PID         -  KA0699
 KA0699  STATE/COUNTY-  IN/MORGAN
 KA0699  COUNTRY     -  US
 KA0699  USGS QUAD   -  EMINENCE (2019)
 KA0699
 KA0699                         *CURRENT SURVEY CONTROL
 KA0699  ______________________________________________________________________
 KA0699* NAD 83(1986) POSITION- 39 32 20.01   (N) 086 38 29.21   (W)   HD_HELD1
 KA0699* NAVD 88 ORTHO HEIGHT -   232.261 (meters)      762.01  (feet) ADJUSTED
 KA0699  ______________________________________________________________________
 KA0699  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 KA0699  DYNAMIC HEIGHT  -        232.130 (meters)      761.58  (feet) COMP
 KA0699  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 KA0699
 KA0699  VERT ORDER      -  SECOND    CLASS 0
 KA0699
 KA0699.The horizontal coordinates were determined by differentially corrected
 KA0699.hand held GPS observations or other comparable positioning techniques
 KA0699.and have an estimated accuracy of +/- 3 meters.
 KA0699
 KA0699.The orthometric height was determined by differential leveling and
 KA0699.adjusted by the NATIONAL GEODETIC SURVEY
 KA0699.in June 1991.
 KA0699
 KA0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0699.GEOID18 height accuracy estimate available here.
 KA0699
 KA0699.Click photographs - Photos may exist for this station.
 KA0699
 KA0699.The dynamic height is computed by dividing the NAVD 88
 KA0699.geopotential number by the normal gravity value computed on the
 KA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0699.degrees latitude (g = 980.6199 gals.).
 KA0699
 KA0699.The modeled gravity was interpolated from observed gravity values.
 KA0699
 KA0699;                    North         East    Units  Estimated Accuracy
 KA0699;SPC IN W     -   476,415.6     937,985.8     MT  (+/- 3 meters HH1 GPS) 
 KA0699
 KA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3081076642(NAD 83)
 KA0699
 KA0699                          SUPERSEDED SURVEY CONTROL
 KA0699
 KA0699  NGVD 29 (??/??/92)  232.379  (m)          762.40   (f) ADJ UNCH    2 0
 KA0699
 KA0699.Superseded values are not recommended for survey control.
 KA0699
 KA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0699.See file dsdata.pdf to determine how the superseded data were derived.
 KA0699
 KA0699_MARKER: DB = BENCH MARK DISK
 KA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0699_STAMPING: L 63 1946
 KA0699_MARK LOGO: CGS
 KA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0699+STABILITY: SURFACE MOTION
 KA0699
 KA0699  HISTORY     - Date     Condition        Report By
 KA0699  HISTORY     - 1946     MONUMENTED       CGS
 KA0699
 KA0699                          STATION DESCRIPTION
 KA0699
 KA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0699'1 MI N FROM EMINENCE.
 KA0699'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 42 FROM THE HIGH SCHOOL
 KA0699'AT EMINENCE, 0.2 MILE NORTH OF AN EAST-WEST CROSS ROAD, AT MR.
 KA0699'RUTH JOHNSONS FARM, 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KA0699'THE HOUSE, 64 FEET SOUTH OF THE SOUTHWEST CORNER OF A TURKEY
 KA0699'BROODER HOUSE, 23 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 KA0699'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF A DRIVE
 KA0699'WAY TO THE BARN YARD, 8 FEET NORTHEAST OF A CONCRETE GATE POST,
 KA0699'AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0699'DISK, STAMPED L 63 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0699'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0317 ***********************************************************************
 KA0317  DESIGNATION -  L 65
 KA0317  PID         -  KA0317
 KA0317  STATE/COUNTY-  IN/MORGAN
 KA0317  COUNTRY     -  US
 KA0317  USGS QUAD   -  PARAGON (2019)
 KA0317
 KA0317                         *CURRENT SURVEY CONTROL
 KA0317  ______________________________________________________________________
 KA0317* NAD 83(1986) POSITION- 39 26 21.79   (N) 086 29 59.61   (W)   HD_HELD1
 KA0317* NAVD 88 ORTHO HEIGHT -   231.605 (meters)      759.86  (feet) ADJUSTED
 KA0317  ______________________________________________________________________
 KA0317  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 KA0317  DYNAMIC HEIGHT  -        231.474 (meters)      759.43  (feet) COMP
 KA0317  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA0317
 KA0317  VERT ORDER      -  SECOND    CLASS 0
 KA0317
 KA0317.The horizontal coordinates were determined by differentially corrected
 KA0317.hand held GPS observations or other comparable positioning techniques
 KA0317.and have an estimated accuracy of +/- 3 meters.
 KA0317
 KA0317.The orthometric height was determined by differential leveling and
 KA0317.adjusted by the NATIONAL GEODETIC SURVEY
 KA0317.in June 1991.
 KA0317
 KA0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0317.GEOID18 height accuracy estimate available here.
 KA0317
 KA0317.Click photographs - Photos may exist for this station.
 KA0317
 KA0317.The dynamic height is computed by dividing the NAVD 88
 KA0317.geopotential number by the normal gravity value computed on the
 KA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0317.degrees latitude (g = 980.6199 gals.).
 KA0317
 KA0317.The modeled gravity was interpolated from observed gravity values.
 KA0317
 KA0317;                    North         East    Units  Estimated Accuracy
 KA0317;SPC IN W     -   465,437.6     950,225.9     MT  (+/- 3 meters HH1 GPS) 
 KA0317
 KA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4303665656(NAD 83)
 KA0317
 KA0317                          SUPERSEDED SURVEY CONTROL
 KA0317
 KA0317  NGVD 29 (??/??/92)  231.730  (m)          760.27   (f) ADJ UNCH    2 0
 KA0317
 KA0317.Superseded values are not recommended for survey control.
 KA0317
 KA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0317.See file dsdata.pdf to determine how the superseded data were derived.
 KA0317
 KA0317_MARKER: DB = BENCH MARK DISK
 KA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0317_STAMPING: L 65 1946
 KA0317_MARK LOGO: CGS
 KA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0317+STABILITY: SURFACE MOTION
 KA0317
 KA0317  HISTORY     - Date     Condition        Report By
 KA0317  HISTORY     - 1946     MONUMENTED       CGS
 KA0317  HISTORY     - 1966     GOOD             LOCENG
 KA0317
 KA0317                          STATION DESCRIPTION
 KA0317
 KA0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0317'5.2 MI NW FROM MARTINSVILLE.
 KA0317'ABOUT 3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0317'STATION AT MARTINSVILLE, THENCE 2.05 MILES NORTHWEST ALONG A
 KA0317'GRAVEL ROAD LEADING TO WAKELAND, 109 FEET NORTHWEST OF THE
 KA0317'NORTHWEST CORNER OF THE LINVILLE FARM HOUSE, 35 FEET SOUTHWEST
 KA0317'OF THE CENTER LINE OF THE ROAD, 69 FEET EAST OF THE SOUTHEAST
 KA0317'CORNER OF THE BARN, 63 FEET EAST OF A WELL PUMP, 1.8 FEET EAST
 KA0317'OF A WHITE WOODEN WITNESS POST AND ABOUT 2 1/2 FEET HIGHER THAN
 KA0317'ROAD LEVEL.  A STANDARD DISK, STAMPED L 65 1946 AND SET IN THE
 KA0317'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 KA0317'NOTE-- POST CHIPPED.
 KA0317
 KA0317                          STATION RECOVERY (1966)
 KA0317
 KA0317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KA0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1071 ***********************************************************************
 KA1071  DESIGNATION -  L 66
 KA1071  PID         -  KA1071
 KA1071  STATE/COUNTY-  IN/VIGO
 KA1071  COUNTRY     -  US
 KA1071  USGS QUAD   -  TERRE HAUTE (2019)
 KA1071
 KA1071                         *CURRENT SURVEY CONTROL
 KA1071  ______________________________________________________________________
 KA1071* NAD 83(1986) POSITION- 39 28 05.61   (N) 087 23 35.35   (W)   HD_HELD1
 KA1071* NAVD 88 ORTHO HEIGHT -   149.433 (meters)      490.26  (feet) ADJUSTED
 KA1071  ______________________________________________________________________
 KA1071  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 KA1071  DYNAMIC HEIGHT  -        149.349 (meters)      489.99  (feet) COMP
 KA1071  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 KA1071
 KA1071  VERT ORDER      -  FIRST     CLASS II
 KA1071
 KA1071.The horizontal coordinates were determined by differentially corrected
 KA1071.hand held GPS observations or other comparable positioning techniques
 KA1071.and have an estimated accuracy of +/- 3 meters.
 KA1071
 KA1071.The orthometric height was determined by differential leveling and
 KA1071.adjusted by the NATIONAL GEODETIC SURVEY
 KA1071.in June 1991.
 KA1071
 KA1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1071.GEOID18 height accuracy estimate available here.
 KA1071
 KA1071.Click photographs - Photos may exist for this station.
 KA1071
 KA1071.The dynamic height is computed by dividing the NAVD 88
 KA1071.geopotential number by the normal gravity value computed on the
 KA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1071.degrees latitude (g = 980.6199 gals.).
 KA1071
 KA1071.The modeled gravity was interpolated from observed gravity values.
 KA1071
 KA1071;                    North         East    Units  Estimated Accuracy
 KA1071;SPC IN W     -   468,522.7     873,340.1     MT  (+/- 3 meters HH1 GPS) 
 KA1071
 KA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6618168811(NAD 83)
 KA1071
 KA1071                          SUPERSEDED SURVEY CONTROL
 KA1071
 KA1071  NGVD 29 (??/??/92)  149.541  (m)          490.62   (f) ADJ UNCH    1 2
 KA1071
 KA1071.Superseded values are not recommended for survey control.
 KA1071
 KA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1071.See file dsdata.pdf to determine how the superseded data were derived.
 KA1071
 KA1071_MARKER: DB = BENCH MARK DISK
 KA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1071_STAMPING: L 66 1946
 KA1071_MARK LOGO: CGS
 KA1071_PROJECTION: PROJECTING 8 CENTIMETERS
 KA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1071+STABILITY: SURFACE MOTION
 KA1071
 KA1071  HISTORY     - Date     Condition        Report By
 KA1071  HISTORY     - 1946     MONUMENTED       CGS
 KA1071  HISTORY     - 1985     GOOD             NGS
 KA1071  HISTORY     - 19900428 GOOD             USPSQD
 KA1071  HISTORY     - 20230905 GOOD             USPS
 KA1071
 KA1071                          STATION DESCRIPTION
 KA1071
 KA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1071'AT TERRE HAUTE.
 KA1071'AT TERRE HAUTE, ABOUT 1.2 MILES EAST ALONG WABASH AVENUE, (U.S.
 KA1071'HIGHWAY 40) FROM THE COURT HOUSE, IN THE NORTHEAST CORNER OF THE
 KA1071'PUBLIC PARK DIRECTLY ACROSS FROM THE MILLER AND PARROT BAKING
 KA1071'COMPANY BUILDING, 91 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA1071'CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF 15TH STREET, 14.5
 KA1071'FEET NORTH OF A TWIN-TRUNK TREE, 2.5 FEET WEST OF THE WEST EDGE
 KA1071'OF THE SIDEWALK, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA1071'A STANDARD DISK, STAMPED L 66 1946 AND SET IN THE TOP OF A
 KA1071'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1071
 KA1071                          STATION RECOVERY (1985)
 KA1071
 KA1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1071'RECOVERED IN GOOD CONDITION.
 KA1071
 KA1071                          STATION RECOVERY (1990)
 KA1071
 KA1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1071'RECOVERED IN GOOD CONDITION.
 KA1071
 KA1071                          STATION RECOVERY (2023)
 KA1071
 KA1071'RECOVERY NOTE BY US POSTAL SERVICE 2023 (STH)
 KA1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1176 ***********************************************************************
 KA1176  DESIGNATION -  L 67
 KA1176  PID         -  KA1176
 KA1176  STATE/COUNTY-  IN/OWEN
 KA1176  COUNTRY     -  US
 KA1176  USGS QUAD   -  CLAY CITY (2019)
 KA1176
 KA1176                         *CURRENT SURVEY CONTROL
 KA1176  ______________________________________________________________________
 KA1176* NAD 83(1986) POSITION- 39 17 03.     (N) 087 01 04.     (W)   SCALED
 KA1176* NAVD 88 ORTHO HEIGHT -   188.881 (meters)      619.69  (feet) ADJUSTED
 KA1176  ______________________________________________________________________
 KA1176  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 KA1176  DYNAMIC HEIGHT  -        188.771 (meters)      619.33  (feet) COMP
 KA1176  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 KA1176
 KA1176  VERT ORDER      -  SECOND    CLASS 0
 KA1176
 KA1176.The horizontal coordinates were scaled from a map and have
 KA1176.an estimated accuracy of +/- 6 seconds.
 KA1176
 KA1176.The orthometric height was determined by differential leveling and
 KA1176.adjusted by the NATIONAL GEODETIC SURVEY
 KA1176.in June 1991.
 KA1176
 KA1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1176.GEOID18 height accuracy estimate available here.
 KA1176
 KA1176.Click photographs - Photos may exist for this station.
 KA1176
 KA1176.The dynamic height is computed by dividing the NAVD 88
 KA1176.geopotential number by the normal gravity value computed on the
 KA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1176.degrees latitude (g = 980.6199 gals.).
 KA1176
 KA1176.The modeled gravity was interpolated from observed gravity values.
 KA1176
 KA1176;                    North         East    Units  Estimated Accuracy
 KA1176;SPC IN W     -   448,050.      905,660.      MT  (+/- 180 meters Scaled)
 KA1176
 KA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ984483(NAD 83)
 KA1176
 KA1176                          SUPERSEDED SURVEY CONTROL
 KA1176
 KA1176  NGVD 29 (??/??/92)  188.997  (m)          620.07   (f) ADJ UNCH    2 0
 KA1176
 KA1176.Superseded values are not recommended for survey control.
 KA1176
 KA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1176.See file dsdata.pdf to determine how the superseded data were derived.
 KA1176
 KA1176_MARKER: DB = BENCH MARK DISK
 KA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1176_STAMPING: L 67 1946
 KA1176_MARK LOGO: CGS
 KA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1176+STABILITY: SURFACE MOTION
 KA1176
 KA1176  HISTORY     - Date     Condition        Report By
 KA1176  HISTORY     - 1946     MONUMENTED       CGS
 KA1176  HISTORY     - 20061018 GOOD             INDOT
 KA1176
 KA1176                          STATION DESCRIPTION
 KA1176
 KA1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1176'4.9 MI SW FROM PATRICKSBURG.
 KA1176'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE POST
 KA1176'OFFICE AT PATRICKSBURG, ABOUT 5.6 MILES NORTHEAST FROM THE POST
 KA1176'OFFICE AT CLAY CITY, CLAY COUNTY, 0.4 MILE EAST OF THE PLEASANT
 KA1176'VIEW MISSIONARY BAPTIST CHURCH, AT AN S TYPE CURVE IN THE
 KA1176'HIGHWAY AND A DIM ROAD LEADING NORTH, 94 FEET EAST OF THE NORTH
 KA1176'END OF A STONE CULVERT, 49 FEET NORTHEAST OF AND ABOUT 1 FOOT
 KA1176'ABOVE THE CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF AN 18
 KA1176'INCH ASH TREE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 KA1176'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1176'STAMPED L 67 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1176'4 INCHES ABOVE GROUND.
 KA1176
 KA1176                          STATION RECOVERY (2006)
 KA1176
 KA1176'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1137 ***********************************************************************
 KA1137  DESIGNATION -  L 68
 KA1137  PID         -  KA1137
 KA1137  STATE/COUNTY-  IN/CLAY
 KA1137  COUNTRY     -  US
 KA1137  USGS QUAD   -  CLAY CITY (2019)
 KA1137
 KA1137                         *CURRENT SURVEY CONTROL
 KA1137  ______________________________________________________________________
 KA1137* NAD 83(1986) POSITION- 39 22 06.     (N) 087 07 24.     (W)   SCALED
 KA1137* NAVD 88 ORTHO HEIGHT -   185.041 (meters)      607.09  (feet) ADJUSTED
 KA1137  ______________________________________________________________________
 KA1137  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 KA1137  DYNAMIC HEIGHT  -        184.934 (meters)      606.74  (feet) COMP
 KA1137  MODELED GRAVITY -    980,048.0   (mgal)                       NAVD 88
 KA1137
 KA1137  VERT ORDER      -  SECOND    CLASS 0
 KA1137
 KA1137.The horizontal coordinates were scaled from a map and have
 KA1137.an estimated accuracy of +/- 6 seconds.
 KA1137
 KA1137.The orthometric height was determined by differential leveling and
 KA1137.adjusted by the NATIONAL GEODETIC SURVEY
 KA1137.in June 1991.
 KA1137
 KA1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1137.GEOID18 height accuracy estimate available here.
 KA1137
 KA1137.Click photographs - Photos may exist for this station.
 KA1137
 KA1137.The dynamic height is computed by dividing the NAVD 88
 KA1137.geopotential number by the normal gravity value computed on the
 KA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1137.degrees latitude (g = 980.6199 gals.).
 KA1137
 KA1137.The modeled gravity was interpolated from observed gravity values.
 KA1137
 KA1137;                    North         East    Units  Estimated Accuracy
 KA1137;SPC IN W     -   457,390.      896,550.      MT  (+/- 180 meters Scaled)
 KA1137
 KA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893576(NAD 83)
 KA1137
 KA1137                          SUPERSEDED SURVEY CONTROL
 KA1137
 KA1137  NGVD 29 (??/??/92)  185.149  (m)          607.44   (f) ADJ UNCH    2 0
 KA1137
 KA1137.Superseded values are not recommended for survey control.
 KA1137
 KA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1137.See file dsdata.pdf to determine how the superseded data were derived.
 KA1137
 KA1137_MARKER: DB = BENCH MARK DISK
 KA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1137_STAMPING: L 68 1946
 KA1137_MARK LOGO: CGS
 KA1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1137+STABILITY: SURFACE MOTION
 KA1137
 KA1137  HISTORY     - Date     Condition        Report By
 KA1137  HISTORY     - 1946     MONUMENTED       CGS
 KA1137
 KA1137                          STATION DESCRIPTION
 KA1137
 KA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1137'0.6 MI E FROM SALINE CITY.
 KA1137'ABOUT 0.6 MILE EAST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 KA1137'59 FROM THE POST OFFICE AT SALINE CITY, 0.7 MILE WEST OF STATE
 KA1137'HIGHWAY 59, IN THE NORTHWEST CORNER OF A PASTURE, ABOUT 130 YARDS
 KA1137'EAST OF THE Y JUNCTION OF A DIM ROAD LEADING WEST, ABOUT 115 YARDS
 KA1137'EAST OF A ROCK CULVERT, 28 FEET SOUTH OF AND ABOUT LEVEL WITH
 KA1137'THE CENTER LINE OF THE ROAD, 12 FEET WEST OF THE CENTER OF A
 KA1137'GATE, 3.2 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF A
 KA1137'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 68 1946
 KA1137'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1137'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0504 ***********************************************************************
 KA0504  DESIGNATION -  L 69
 KA0504  PID         -  KA0504
 KA0504  STATE/COUNTY-  IN/CLAY
 KA0504  COUNTRY     -  US
 KA0504  USGS QUAD   -  POLAND (2019)
 KA0504
 KA0504                         *CURRENT SURVEY CONTROL
 KA0504  ______________________________________________________________________
 KA0504* NAD 83(1986) POSITION- 39 26 39.     (N) 086 57 36.     (W)   SCALED
 KA0504* NAVD 88 ORTHO HEIGHT -   199.024 (meters)      652.96  (feet) ADJUSTED
 KA0504  ______________________________________________________________________
 KA0504  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KA0504  DYNAMIC HEIGHT  -        198.910 (meters)      652.59  (feet) COMP
 KA0504  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA0504
 KA0504  VERT ORDER      -  SECOND    CLASS 0
 KA0504
 KA0504.The horizontal coordinates were scaled from a map and have
 KA0504.an estimated accuracy of +/- 6 seconds.
 KA0504
 KA0504.The orthometric height was determined by differential leveling and
 KA0504.adjusted by the NATIONAL GEODETIC SURVEY
 KA0504.in June 1991.
 KA0504
 KA0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0504.GEOID18 height accuracy estimate available here.
 KA0504
 KA0504.Click photographs - Photos may exist for this station.
 KA0504
 KA0504.The dynamic height is computed by dividing the NAVD 88
 KA0504.geopotential number by the normal gravity value computed on the
 KA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0504.degrees latitude (g = 980.6199 gals.).
 KA0504
 KA0504.The modeled gravity was interpolated from observed gravity values.
 KA0504
 KA0504;                    North         East    Units  Estimated Accuracy
 KA0504;SPC IN W     -   465,810.      910,620.      MT  (+/- 180 meters Scaled)
 KA0504
 KA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ034660(NAD 83)
 KA0504
 KA0504                          SUPERSEDED SURVEY CONTROL
 KA0504
 KA0504  NGVD 29 (??/??/92)  199.143  (m)          653.36   (f) ADJ UNCH    2 0
 KA0504
 KA0504.Superseded values are not recommended for survey control.
 KA0504
 KA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0504.See file dsdata.pdf to determine how the superseded data were derived.
 KA0504
 KA0504_MARKER: DB = BENCH MARK DISK
 KA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0504_STAMPING: L 69 1946
 KA0504_MARK LOGO: CGS
 KA0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0504+STABILITY: SURFACE MOTION
 KA0504
 KA0504  HISTORY     - Date     Condition        Report By
 KA0504  HISTORY     - 1946     MONUMENTED       CGS
 KA0504
 KA0504                          STATION DESCRIPTION
 KA0504
 KA0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0504'0.5 MI W FROM POLAND.
 KA0504'0.5 MILE WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0504'POLAND, AT THE TOP OF A GRADE, ABOUT 0.1 MILE EAST OF A BRIDGE,
 KA0504'AND IN THE SOUTHEAST CORNER OF A PASTURE, 20 FEET WEST OF THE
 KA0504'CENTER OF A GATE, 16.5 FEET NORTH OF AND ABOUT 2 FEET ABOVE THE
 KA0504'CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF A 14 INCH MAPLE
 KA0504'TREE, 4 FEET NORTHWEST OF POWER LINE POLE NO. 374-218, 2.2 FEET
 KA0504'NORTH OF A WIRE FENCE, AND 2 FEET FROM A WHITE WOODEN WITNESS
 KA0504'POST.  A STANDARD DISK, STAMPED L 69 1946 AND SET IN THE TOP
 KA0504'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0709 ***********************************************************************
 KA0709  DESIGNATION -  L 70
 KA0709  PID         -  KA0709
 KA0709  STATE/COUNTY-  IN/PUTNAM
 KA0709  COUNTRY     -  US
 KA0709  USGS QUAD   -  REELSVILLE (2019)
 KA0709
 KA0709                         *CURRENT SURVEY CONTROL
 KA0709  ______________________________________________________________________
 KA0709* NAD 83(1986) POSITION- 39 32 31.     (N) 086 55 53.     (W)   SCALED
 KA0709* NAVD 88 ORTHO HEIGHT -   196.561 (meters)      644.88  (feet) ADJUSTED
 KA0709  ______________________________________________________________________
 KA0709  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA0709  DYNAMIC HEIGHT  -        196.450 (meters)      644.52  (feet) COMP
 KA0709  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 KA0709
 KA0709  VERT ORDER      -  SECOND    CLASS 0
 KA0709
 KA0709.The horizontal coordinates were scaled from a map and have
 KA0709.an estimated accuracy of +/- 6 seconds.
 KA0709
 KA0709.The orthometric height was determined by differential leveling and
 KA0709.adjusted by the NATIONAL GEODETIC SURVEY
 KA0709.in June 1991.
 KA0709
 KA0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0709.GEOID18 height accuracy estimate available here.
 KA0709
 KA0709.Click photographs - Photos may exist for this station.
 KA0709
 KA0709.The dynamic height is computed by dividing the NAVD 88
 KA0709.geopotential number by the normal gravity value computed on the
 KA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0709.degrees latitude (g = 980.6199 gals.).
 KA0709
 KA0709.The modeled gravity was interpolated from observed gravity values.
 KA0709
 KA0709;                    North         East    Units  Estimated Accuracy
 KA0709;SPC IN W     -   476,670.      913,060.      MT  (+/- 180 meters Scaled)
 KA0709
 KA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ058769(NAD 83)
 KA0709
 KA0709                          SUPERSEDED SURVEY CONTROL
 KA0709
 KA0709  NGVD 29 (??/??/92)  196.681  (m)          645.28   (f) ADJ UNCH    2 0
 KA0709
 KA0709.Superseded values are not recommended for survey control.
 KA0709
 KA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0709.See file dsdata.pdf to determine how the superseded data were derived.
 KA0709
 KA0709_MARKER: DB = BENCH MARK DISK
 KA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0709_STAMPING: L 70 1946
 KA0709_MARK LOGO: CGS
 KA0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0709+STABILITY: SURFACE MOTION
 KA0709
 KA0709  HISTORY     - Date     Condition        Report By
 KA0709  HISTORY     - 1946     MONUMENTED       CGS
 KA0709
 KA0709                          STATION DESCRIPTION
 KA0709
 KA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0709'1 MI S FROM MANHATTAN.
 KA0709'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD TO BIG WALNUT CHURCH
 KA0709'FROM THE MANHATTAN GROCERY STORE AT THE CROSS ROAD AT MANHATTAN,
 KA0709'ABOUT 0.1 MILE SOUTH OF THE TOP OF A GRADE, 50 FEET NORTHEAST OF
 KA0709'AND ACROSS THE ROAD FROM THE NORTH END OF THE WEST CONCRETE
 KA0709'HEADWALL OF A 14 INCH CORRUGATED PIPE CULVERT, 22 FEET SOUTH OF
 KA0709'A 26 INCH MAPLE TREE, 20 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA0709'CENTER LINE OF THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS POST,
 KA0709'AND ON THE WEST EDGE OF A CULTIVATED FIELD.  A STANDARD DISK,
 KA0709'STAMPED L 70 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0709'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0838 ***********************************************************************
 KA0838  DESIGNATION -  L 71
 KA0838  PID         -  KA0838
 KA0838  STATE/COUNTY-  IN/PARKE
 KA0838  COUNTRY     -  US
 KA0838  USGS QUAD   -  MANSFIELD (2019)
 KA0838
 KA0838                         *CURRENT SURVEY CONTROL
 KA0838  ______________________________________________________________________
 KA0838* NAD 83(1986) POSITION- 39 44 17.     (N) 087 06 18.     (W)   SCALED
 KA0838* NAVD 88 ORTHO HEIGHT -   219.750 (meters)      720.96  (feet) ADJUSTED
 KA0838  ______________________________________________________________________
 KA0838  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 KA0838  DYNAMIC HEIGHT  -        219.625 (meters)      720.55  (feet) COMP
 KA0838  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 KA0838
 KA0838  VERT ORDER      -  SECOND    CLASS 0
 KA0838
 KA0838.The horizontal coordinates were scaled from a map and have
 KA0838.an estimated accuracy of +/- 6 seconds.
 KA0838
 KA0838.The orthometric height was determined by differential leveling and
 KA0838.adjusted by the NATIONAL GEODETIC SURVEY
 KA0838.in June 1991.
 KA0838
 KA0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0838.GEOID18 height accuracy estimate available here.
 KA0838
 KA0838.Click photographs - Photos may exist for this station.
 KA0838
 KA0838.The dynamic height is computed by dividing the NAVD 88
 KA0838.geopotential number by the normal gravity value computed on the
 KA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0838.degrees latitude (g = 980.6199 gals.).
 KA0838
 KA0838.The modeled gravity was interpolated from observed gravity values.
 KA0838
 KA0838;                    North         East    Units  Estimated Accuracy
 KA0838;SPC IN W     -   498,440.      898,140.      MT  (+/- 180 meters Scaled)
 KA0838
 KA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ910986(NAD 83)
 KA0838
 KA0838                          SUPERSEDED SURVEY CONTROL
 KA0838
 KA0838  NGVD 29 (??/??/92)  219.849  (m)          721.29   (f) ADJ UNCH    2 0
 KA0838
 KA0838.Superseded values are not recommended for survey control.
 KA0838
 KA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0838.See file dsdata.pdf to determine how the superseded data were derived.
 KA0838
 KA0838_MARKER: DB = BENCH MARK DISK
 KA0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0838_STAMPING: L 71 1946
 KA0838_MARK LOGO: CGS
 KA0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0838+STABILITY: SURFACE MOTION
 KA0838
 KA0838  HISTORY     - Date     Condition        Report By
 KA0838  HISTORY     - 1946     MONUMENTED       CGS
 KA0838
 KA0838                          STATION DESCRIPTION
 KA0838
 KA0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0838'1.4 MI S FROM BELLMORE.
 KA0838'ABOUT 1.45 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE COMMUNITY
 KA0838'HALL AT BELLMORE, ABOUT 100 YARDS NORTH OF THE INTERSECTION OF
 KA0838'AN EAST-WEST GRAVEL ROAD, 20 FEET EAST OF THE CENTER LINE OF
 KA0838'THE HIGHWAY, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 KA0838'FARM HOUSE, 93 FEET NORTH OF A 28-INCH MAPLE TREE, 19 FEET
 KA0838'SOUTH OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 4 FEET
 KA0838'SOUTHEAST OF A POWER LINE POLE, 3.5 FEET SOUTHEAST OF A CORNER
 KA0838'FENCE POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0839 ***********************************************************************
 KA0839  DESIGNATION -  L 71 RESET
 KA0839  PID         -  KA0839
 KA0839  STATE/COUNTY-  IN/PARKE
 KA0839  COUNTRY     -  US
 KA0839  USGS QUAD   -  MANSFIELD (2019)
 KA0839
 KA0839                         *CURRENT SURVEY CONTROL
 KA0839  ______________________________________________________________________
 KA0839* NAD 83(1986) POSITION- 39 44 17.     (N) 087 06 19.     (W)   SCALED
 KA0839* NAVD 88 ORTHO HEIGHT -   220.07  (meters)      722.0   (feet) RESET
 KA0839  ______________________________________________________________________
 KA0839  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 KA0839  VERT ORDER      -  THIRD
 KA0839
 KA0839.The horizontal coordinates were scaled from a map and have
 KA0839.an estimated accuracy of +/- 6 seconds.
 KA0839
 KA0839.The orthometric height was computed from unverified reset data.
 KA0839
 KA0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0839.GEOID18 height accuracy estimate available here.
 KA0839
 KA0839.Click photographs - Photos may exist for this station.
 KA0839
 KA0839;                    North         East    Units  Estimated Accuracy
 KA0839;SPC IN W     -   498,440.      898,120.      MT  (+/- 180 meters Scaled)
 KA0839
 KA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909986(NAD 83)
 KA0839
 KA0839                          SUPERSEDED SURVEY CONTROL
 KA0839
 KA0839  NGVD 29 (??/??/??)  220.17   (m)          722.3    (f) RESET       3  
 KA0839
 KA0839.Superseded values are not recommended for survey control.
 KA0839
 KA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0839.See file dsdata.pdf to determine how the superseded data were derived.
 KA0839
 KA0839_MARKER: DB = BENCH MARK DISK
 KA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0839_STAMPING: L 71 RESET 1956
 KA0839_MARK LOGO: CGS
 KA0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0839+STABILITY: SURFACE MOTION
 KA0839
 KA0839  HISTORY     - Date     Condition        Report By
 KA0839  HISTORY     - 1956     MONUMENTED       INHD
 KA0839  HISTORY     - 19870730 GOOD             NGS
 KA0839
 KA0839                          STATION DESCRIPTION
 KA0839
 KA0839'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 KA0839'1.4 MI S FROM BELLMORE.
 KA0839'1.45 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF U.S.
 KA0839'HIGHWAY 36 AT BELLMORE, 100 YARDS NORTH OF THE INTERSECTION OF
 KA0839'AN EAST-WEST ROAD, GRAVEL EAST, BLACKTOP WEST, 45 FEET EAST OF
 KA0839'THE CENTERLINE OF THE HIGHWAY, 52 FEET SOUTHWEST OF THE SOUTHWEST
 KA0839'CORNER OF A BRICK SIDED FARMHOUSE, 11 FEET SOUTH OF THE
 KA0839'CENTERLINE OF A DRIVEWAY TO THE HOUSE, 12 FEET SOUTHWEST OF A
 KA0839'POWER LINE POLE, 2.5 FEET SOUTHWEST OF A CORNER FENCE POST, 10
 KA0839'FEET EAST OF A CONCRETE HEADWALL, 49 FEET NORTH OF A CONCRETE
 KA0839'INDIANA RIGHT-OF-WAY MARKER AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0839
 KA0839                          STATION RECOVERY (1987)
 KA0839
 KA0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KA0839'FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE ROUTE 59 IN BELLMORE,
 KA0839'GO SOUTH ALONG STATE ROUTE 59 FOR 1.45 MILES (2.33 KM) TO A DRIVEWAY
 KA0839'LEFT LEADING TO SOME FARM BUILDINGS AND THE STATION, ABOUT 100 YARDS
 KA0839'NORTH OF COUNTY ROAD 200 S., 300.0 FEET (91.4 M) NORTH OF THE CENTER
 KA0839'OF COUNTY ROAD 200 S., 45.0 FEET (13.7 M) EAST OF THE CENTER OF STATE
 KA0839'ROUTE 59, 11.0 FEET (3.4 M) SOUTH OF THE CENTER OF THE DRIVEWAY, 2.5
 KA0839'FEET (0.8 M) SOUTHWEST OF A FENCE CORNER AND 1.0 FEET (0.3 M) WEST OF
 KA0839'A FENCE AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0566 ***********************************************************************
 KA0566  DESIGNATION -  L 72
 KA0566  PID         -  KA0566
 KA0566  STATE/COUNTY-  IN/PUTNAM
 KA0566  COUNTRY     -  US
 KA0566  USGS QUAD   -  ROACHDALE (2019)
 KA0566
 KA0566                         *CURRENT SURVEY CONTROL
 KA0566  ______________________________________________________________________
 KA0566* NAD 83(1986) POSITION- 39 45 42.68   (N) 086 48 40.70   (W)   HD_HELD1
 KA0566* NAVD 88 ORTHO HEIGHT -   283.036 (meters)      928.59  (feet) ADJUSTED
 KA0566  ______________________________________________________________________
 KA0566  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 KA0566  DYNAMIC HEIGHT  -        282.877 (meters)      928.07  (feet) COMP
 KA0566  MODELED GRAVITY -    980,058.4   (mgal)                       NAVD 88
 KA0566
 KA0566  VERT ORDER      -  SECOND    CLASS 0
 KA0566
 KA0566.The horizontal coordinates were determined by differentially corrected
 KA0566.hand held GPS observations or other comparable positioning techniques
 KA0566.and have an estimated accuracy of +/- 3 meters.
 KA0566
 KA0566.The orthometric height was determined by differential leveling and
 KA0566.adjusted by the NATIONAL GEODETIC SURVEY
 KA0566.in June 1991.
 KA0566
 KA0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0566.GEOID18 height accuracy estimate available here.
 KA0566
 KA0566.Click photographs - Photos may exist for this station.
 KA0566
 KA0566.The dynamic height is computed by dividing the NAVD 88
 KA0566.geopotential number by the normal gravity value computed on the
 KA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0566.degrees latitude (g = 980.6199 gals.).
 KA0566
 KA0566.The modeled gravity was interpolated from observed gravity values.
 KA0566
 KA0566;                    North         East    Units  Estimated Accuracy
 KA0566;SPC IN W     -   501,112.2     923,309.2     MT  (+/- 3 meters HH1 GPS) 
 KA0566
 KA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1616201343(NAD 83)
 KA0566
 KA0566                          SUPERSEDED SURVEY CONTROL
 KA0566
 KA0566  NGVD 29 (??/??/92)  283.142  (m)          928.94   (f) ADJ UNCH    2 0
 KA0566
 KA0566.Superseded values are not recommended for survey control.
 KA0566
 KA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0566.See file dsdata.pdf to determine how the superseded data were derived.
 KA0566
 KA0566_MARKER: DB = BENCH MARK DISK
 KA0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0566_STAMPING: L 72 1946
 KA0566_MARK LOGO: CGS
 KA0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0566+STABILITY: SURFACE MOTION
 KA0566
 KA0566  HISTORY     - Date     Condition        Report By
 KA0566  HISTORY     - 1946     MONUMENTED       CGS
 KA0566
 KA0566                          STATION DESCRIPTION
 KA0566
 KA0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0566'AT BAINBRIDGE.
 KA0566'AT BAINBRIDGE, ABOUT 0.25 MILE EAST OF THE CROSSING OF THE
 KA0566'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY AND U.S. HIGHWAY 36,
 KA0566'ABOUT 1 BLOCK NORTH OF THE POST OFFICE, 145 FEET EAST OF THE
 KA0566'INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH PAVED ROAD LEADING
 KA0566'NORTH TO ROACHDALE, AT THE REAR OF THE ESTAL MINNICK RESIDENCE,
 KA0566'IN LINE WITH THE EAST RIGHT-OF-WAY OF AN UNUSED ALLEY WAY, 14
 KA0566'FEET EAST OF THE SOUTHEAST CORNER OF A TILE BRICK DOUBLE GARAGE
 KA0566'AT THE MINNICK RESIDENCE, 28.5 FEET SOUTHEAST OF THE NORTHEAST
 KA0566'CORNER OF THE GARAGE, 24 FEET SOUTH-SOUTHEAST OF A SECONDARY
 KA0566'POWER LINE POLE, AT THE NORTH SIDE OF A T FENCE CORNER AND AT
 KA0566'THE SOUTHWEST CORNER OF A GARDEN AREA, 55 FEET SOUTH OF THE CENTER
 KA0566'LINE OF U.S. HIGHWAY 36, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 KA0566'A STANDARD DISK, STAMPED L 72 1946 AND SET IN THE TOP OF A CONCRETE
 KA0566'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0746 ***********************************************************************
 KA0746  DESIGNATION -  L 73
 KA0746  PID         -  KA0746
 KA0746  STATE/COUNTY-  IN/HENDRICKS
 KA0746  COUNTRY     -  US
 KA0746  USGS QUAD   -  COATESVILLE (2019)
 KA0746
 KA0746                         *CURRENT SURVEY CONTROL
 KA0746  ______________________________________________________________________
 KA0746* NAD 83(1986) POSITION- 39 40 09.     (N) 086 40 01.     (W)   SCALED
 KA0746* NAVD 88 ORTHO HEIGHT -   259.966 (meters)      852.91  (feet) POSTED
 KA0746  ______________________________________________________________________
 KA0746  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 KA0746  DYNAMIC HEIGHT  -        259.82  (meters)      852.4   (feet) COMP
 KA0746  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 KA0746
 KA0746  VERT ORDER      -  * POSTED, SEE BELOW
 KA0746
 KA0746.The horizontal coordinates were scaled from a map and have
 KA0746.an estimated accuracy of +/- 6 seconds.
 KA0746
 KA0746.The orthometric height was determined by differential leveling
 KA0746.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0746
 KA0746.* This is a POSTED BENCH MARK height.
 KA0746
 KA0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0746.GEOID18 height accuracy estimate available here.
 KA0746
 KA0746.Click photographs - Photos may exist for this station.
 KA0746
 KA0746.The dynamic height is computed by dividing the NAVD 88
 KA0746.geopotential number by the normal gravity value computed on the
 KA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0746.degrees latitude (g = 980.6199 gals.).
 KA0746
 KA0746.The modeled gravity was interpolated from observed gravity values.
 KA0746
 KA0746;                    North         East    Units  Estimated Accuracy
 KA0746;SPC IN W     -   490,870.      935,730.      MT  (+/- 180 meters Scaled)
 KA0746
 KA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ285910(NAD 83)
 KA0746
 KA0746                          SUPERSEDED SURVEY CONTROL
 KA0746
 KA0746  NGVD 29 (??/??/92)  260.062  (m)          853.22   (f) ADJ UNCH    2 0
 KA0746
 KA0746.Superseded values are not recommended for survey control.
 KA0746
 KA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0746.See file dsdata.pdf to determine how the superseded data were derived.
 KA0746
 KA0746_MARKER: DB = BENCH MARK DISK
 KA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0746_STAMPING: L 73 1946
 KA0746_MARK LOGO: CGS
 KA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0746+STABILITY: SURFACE MOTION
 KA0746
 KA0746  HISTORY     - Date     Condition        Report By
 KA0746  HISTORY     - 1946     MONUMENTED       CGS
 KA0746
 KA0746                          STATION DESCRIPTION
 KA0746
 KA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0746'1.3 MI S FROM COATESVILLE.
 KA0746'ABOUT 1.3 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE PENNSYLVANIA
 KA0746'RAILROAD STATION AT COATESVILLE, 74 FEET WEST AND ACROSS THE HIGHWAY
 KA0746'FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 29 FEET WEST OF THE CENTER
 KA0746'LINE OF THE HIGHWAY, 19.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KA0746'A DOUBLE GARAGE, 11 FEET NORTH OF THE CENTER LINE OF A FARM ENTRANCE
 KA0746'ROAD LEADING TO A RED BARN, 6 FEET EAST OF A TWIN-TRUNKED ELM
 KA0746'TREE, 1 FOOT SOUTH OF A BOARD FENCE, 2 FEET FROM A WHITE WOODEN
 KA0746'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0746'STAMPED L 73 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0746'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0762 ***********************************************************************
 KA0762  DESIGNATION -  L 74
 KA0762  PID         -  KA0762
 KA0762  STATE/COUNTY-  IN/MONTGOMERY
 KA0762  COUNTRY     -  US
 KA0762  USGS QUAD   -  NEW MARKET (2019)
 KA0762
 KA0762                         *CURRENT SURVEY CONTROL
 KA0762  ______________________________________________________________________
 KA0762* NAD 83(1986) POSITION- 39 55 25.     (N) 086 53 02.     (W)   SCALED
 KA0762* NAVD 88 ORTHO HEIGHT -   256.398 (meters)      841.20  (feet) ADJUSTED
 KA0762  ______________________________________________________________________
 KA0762  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 KA0762  DYNAMIC HEIGHT  -        256.257 (meters)      840.74  (feet) COMP
 KA0762  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA0762
 KA0762  VERT ORDER      -  SECOND    CLASS 0
 KA0762
 KA0762.The horizontal coordinates were scaled from a map and have
 KA0762.an estimated accuracy of +/- 6 seconds.
 KA0762
 KA0762.The orthometric height was determined by differential leveling and
 KA0762.adjusted by the NATIONAL GEODETIC SURVEY
 KA0762.in June 1991.
 KA0762
 KA0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0762.GEOID18 height accuracy estimate available here.
 KA0762
 KA0762.Click photographs - Photos may exist for this station.
 KA0762
 KA0762.The dynamic height is computed by dividing the NAVD 88
 KA0762.geopotential number by the normal gravity value computed on the
 KA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0762.degrees latitude (g = 980.6199 gals.).
 KA0762
 KA0762.The modeled gravity was interpolated from observed gravity values.
 KA0762
 KA0762;                    North         East    Units  Estimated Accuracy
 KA0762;SPC IN W     -   519,060.      917,050.      MT  (+/- 180 meters Scaled)
 KA0762
 KA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK099192(NAD 83)
 KA0762
 KA0762                          SUPERSEDED SURVEY CONTROL
 KA0762
 KA0762  NGVD 29 (??/??/92)  256.494  (m)          841.51   (f) ADJ UNCH    2 0
 KA0762
 KA0762.Superseded values are not recommended for survey control.
 KA0762
 KA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0762.See file dsdata.pdf to determine how the superseded data were derived.
 KA0762
 KA0762_MARKER: DB = BENCH MARK DISK
 KA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0762_STAMPING: L 74 1946
 KA0762_MARK LOGO: CGS
 KA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0762+STABILITY: SURFACE MOTION
 KA0762
 KA0762  HISTORY     - Date     Condition        Report By
 KA0762  HISTORY     - 1946     MONUMENTED       CGS
 KA0762
 KA0762                          STATION DESCRIPTION
 KA0762
 KA0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0762'4.8 MI W FROM LADOGA.
 KA0762'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0762'AT LADOGA, AT THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, ABOUT
 KA0762'89 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE
 KA0762'TWO ROADS, 28 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, 40 FEET SOUTH
 KA0762'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHWEST OF A 32-INCH
 KA0762'MAPLE TREE, 7 FEET WEST OF A TELEPHONE LINE POLE, 2 FEET WEST OF A
 KA0762'WHITE WOODEN WITNESS POST, 1.5 FEET NORTH OF A WIRE FENCE LINE
 KA0762'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 74
 KA0762'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA0762'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3387 ***********************************************************************
 ME3387  DESIGNATION -  L 745
 ME3387  PID         -  ME3387
 ME3387  STATE/COUNTY-  IN/LA PORTE
 ME3387  COUNTRY     -  US
 ME3387  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME3387
 ME3387                         *CURRENT SURVEY CONTROL
 ME3387  ______________________________________________________________________
 ME3387* NAD 83(1986) POSITION- 41 24 02.     (N) 086 42 06.     (W)   SCALED
 ME3387* NAVD 88 ORTHO HEIGHT -   208.046 (meters)      682.56  (feet) ADJUSTED
 ME3387  ______________________________________________________________________
 ME3387  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 ME3387  DYNAMIC HEIGHT  -        207.962 (meters)      682.29  (feet) COMP
 ME3387  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 ME3387
 ME3387  VERT ORDER      -  FIRST     CLASS II
 ME3387
 ME3387.The horizontal coordinates were scaled from a map and have
 ME3387.an estimated accuracy of +/- 6 seconds.
 ME3387
 ME3387.The orthometric height was determined by differential leveling and
 ME3387.adjusted by the NATIONAL GEODETIC SURVEY
 ME3387.in April 1995.
 ME3387
 ME3387.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3387.GEOID18 height accuracy estimate available here.
 ME3387
 ME3387.Click photographs - Photos may exist for this station.
 ME3387
 ME3387.The dynamic height is computed by dividing the NAVD 88
 ME3387.geopotential number by the normal gravity value computed on the
 ME3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3387.degrees latitude (g = 980.6199 gals.).
 ME3387
 ME3387.The modeled gravity was interpolated from observed gravity values.
 ME3387
 ME3387;                    North         East    Units  Estimated Accuracy
 ME3387;SPC IN W     -   683,110.      931,920.      MT  (+/- 180 meters Scaled)
 ME3387
 ME3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL249832(NAD 83)
 ME3387
 ME3387                          SUPERSEDED SURVEY CONTROL
 ME3387
 ME3387  NGVD 29 (01/19/93)  208.149  (m)          682.90   (f) ADJUSTED    1 2
 ME3387
 ME3387.Superseded values are not recommended for survey control.
 ME3387
 ME3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3387.See file dsdata.pdf to determine how the superseded data were derived.
 ME3387
 ME3387_MARKER: DD = SURVEY DISK
 ME3387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME3387_SP_SET: WINGWALL
 ME3387_STAMPING: LA PORTE L 745
 ME3387_MARK LOGO: INHD
 ME3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3387+STABILITY: SURFACE MOTION
 ME3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3387+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 ME3387
 ME3387  HISTORY     - Date     Condition        Report By
 ME3387  HISTORY     - UNK      MONUMENTED       INHD
 ME3387  HISTORY     - 19920907 GOOD             NGS
 ME3387  HISTORY     - 20130131 GOOD             INDOT
 ME3387
 ME3387                          STATION DESCRIPTION
 ME3387
 ME3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3387'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME3387'IN HANNA, THENCE 6.8 KM (4.20 MI) EASTERLY ALONG OLD HIGHWAY 30 AND
 ME3387'U.S. HIGWAY 30, IN TOP OF AND 1.6 M (5.2 FT) EAST OF THE WEST END OF
 ME3387'THE NORTH CONCRETE WINGWALL OF THE WESTBOUND HIGHWAY BRIDGE SPANNING
 ME3387'THE KANKAKEE RIVER, AND 7.5 M (24.6 FT) NORTH OF AND LEVEL WITH THE
 ME3387'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 ME3387
 ME3387                          STATION RECOVERY (2013)
 ME3387
 ME3387'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME3387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0590 ***********************************************************************
 KA0590  DESIGNATION -  L 75
 KA0590  PID         -  KA0590
 KA0590  STATE/COUNTY-  IN/PUTNAM
 KA0590  COUNTRY     -  US
 KA0590  USGS QUAD   -  ROACHDALE (2019)
 KA0590
 KA0590                         *CURRENT SURVEY CONTROL
 KA0590  ______________________________________________________________________
 KA0590* NAD 83(1986) POSITION- 39 50 57.     (N) 086 45 59.     (W)   SCALED
 KA0590* NAVD 88 ORTHO HEIGHT -   263.065 (meters)      863.07  (feet) ADJUSTED
 KA0590  ______________________________________________________________________
 KA0590  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KA0590  DYNAMIC HEIGHT  -        262.921 (meters)      862.60  (feet) COMP
 KA0590  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 KA0590
 KA0590  VERT ORDER      -  SECOND    CLASS 0
 KA0590
 KA0590.The horizontal coordinates were scaled from a map and have
 KA0590.an estimated accuracy of +/- 6 seconds.
 KA0590
 KA0590.The orthometric height was determined by differential leveling and
 KA0590.adjusted by the NATIONAL GEODETIC SURVEY
 KA0590.in June 1991.
 KA0590
 KA0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0590.GEOID18 height accuracy estimate available here.
 KA0590
 KA0590.Click photographs - Photos may exist for this station.
 KA0590
 KA0590.The dynamic height is computed by dividing the NAVD 88
 KA0590.geopotential number by the normal gravity value computed on the
 KA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0590.degrees latitude (g = 980.6199 gals.).
 KA0590
 KA0590.The modeled gravity was interpolated from observed gravity values.
 KA0590
 KA0590;                    North         East    Units  Estimated Accuracy
 KA0590;SPC IN W     -   510,820.      927,120.      MT  (+/- 180 meters Scaled)
 KA0590
 KA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK199110(NAD 83)
 KA0590
 KA0590                          SUPERSEDED SURVEY CONTROL
 KA0590
 KA0590  NGVD 29 (??/??/92)  263.172  (m)          863.42   (f) ADJ UNCH    2 0
 KA0590
 KA0590.Superseded values are not recommended for survey control.
 KA0590
 KA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0590.See file dsdata.pdf to determine how the superseded data were derived.
 KA0590
 KA0590_MARKER: DB = BENCH MARK DISK
 KA0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0590_SP_SET: BRIDGE
 KA0590_STAMPING: L 75 1946
 KA0590_MARK LOGO: CGS
 KA0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0590
 KA0590  HISTORY     - Date     Condition        Report By
 KA0590  HISTORY     - 1946     MONUMENTED       CGS
 KA0590  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0590
 KA0590                          STATION DESCRIPTION
 KA0590
 KA0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0590'1.8 MI E FROM ROACHDALE.
 KA0590'ABOUT 1.75 MILE EAST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0590'BUILDING AT ROACHDALE, 0.2 MILE EAST OF THE JUNCTION WITH A GRAVEL
 KA0590'ROAD LEADING SOUTH, IN THE SOUTHWEST WINGWALL AT THE WEST END
 KA0590'OF BRIDGE NUMBER 136-C-6.86, 18.5 FEET SOUTH OF THE CENTER LINE
 KA0590'OF THE HIGHWAY, 1 FOOT SOUTH OF THE WEST END OF THE SOUTH CONCRETE
 KA0590'GUARD RAIL OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 KA0590'STANDARD DISK, STAMPED L 75 1946.
 KA0590
 KA0590                          STATION RECOVERY (2017)
 KA0590
 KA0590'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0590'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0758 ***********************************************************************
 KA0758  DESIGNATION -  L 76
 KA0758  PID         -  KA0758
 KA0758  STATE/COUNTY-  IN/MORGAN
 KA0758  COUNTRY     -  US
 KA0758  USGS QUAD   -  HALL (2019)
 KA0758
 KA0758                         *CURRENT SURVEY CONTROL
 KA0758  ______________________________________________________________________
 KA0758* NAD 83(1986) POSITION- 39 35 15.14   (N) 086 31 17.98   (W)   HD_HELD1
 KA0758* NAVD 88 ORTHO HEIGHT -   230.991 (meters)      757.84  (feet) ADJUSTED
 KA0758  ______________________________________________________________________
 KA0758  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 KA0758  DYNAMIC HEIGHT  -        230.862 (meters)      757.42  (feet) COMP
 KA0758  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 KA0758
 KA0758  VERT ORDER      -  SECOND    CLASS 0
 KA0758
 KA0758.The horizontal coordinates were determined by differentially corrected
 KA0758.hand held GPS observations or other comparable positioning techniques
 KA0758.and have an estimated accuracy of +/- 3 meters.
 KA0758
 KA0758.The orthometric height was determined by differential leveling and
 KA0758.adjusted by the NATIONAL GEODETIC SURVEY
 KA0758.in June 1991.
 KA0758
 KA0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0758.GEOID18 height accuracy estimate available here.
 KA0758
 KA0758.Click photographs - Photos may exist for this station.
 KA0758
 KA0758.The dynamic height is computed by dividing the NAVD 88
 KA0758.geopotential number by the normal gravity value computed on the
 KA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0758.degrees latitude (g = 980.6199 gals.).
 KA0758
 KA0758.The modeled gravity was interpolated from observed gravity values.
 KA0758
 KA0758;                    North         East    Units  Estimated Accuracy
 KA0758;SPC IN W     -   481,874.0     948,249.2     MT  (+/- 3 meters HH1 GPS) 
 KA0758
 KA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4107582088(NAD 83)
 KA0758
 KA0758                          SUPERSEDED SURVEY CONTROL
 KA0758
 KA0758  NGVD 29 (??/??/92)  231.102  (m)          758.21   (f) ADJ UNCH    2 0
 KA0758
 KA0758.Superseded values are not recommended for survey control.
 KA0758
 KA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0758.See file dsdata.pdf to determine how the superseded data were derived.
 KA0758
 KA0758_MARKER: DB = BENCH MARK DISK
 KA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0758_STAMPING: L 76 1946
 KA0758_MARK LOGO: CGS
 KA0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0758+STABILITY: SURFACE MOTION
 KA0758
 KA0758  HISTORY     - Date     Condition        Report By
 KA0758  HISTORY     - 1946     MONUMENTED       CGS
 KA0758
 KA0758                          STATION DESCRIPTION
 KA0758
 KA0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0758'2.6 MI NW FROM MONROVIA.
 KA0758'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0758'AT MONROVIA, THENCE ABOUT 0.55 MILES NORTH ALONG A GRAVEL ROAD
 KA0758'LEADING TO HAZELWOOD, 134 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KA0758'OF A BARN, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE
 KA0758'STORY FRAME HOUSE, 20 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 KA0758'LINE OF THE ROAD, 10.5 FEET NORTHEAST OF A GATE POST, 5 FEET EAST
 KA0758'OF A FENCE LINE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA0758'A STANDARD DISK, STAMPED L 76 1946 AND SET IN THE TOP OF A CONCRETE
 KA0758'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0121 ***********************************************************************
 KA0121  DESIGNATION -  L 77
 KA0121  PID         -  KA0121
 KA0121  STATE/COUNTY-  IN/HENDRICKS
 KA0121  COUNTRY     -  US
 KA0121  USGS QUAD   -  BROWNSBURG (2019)
 KA0121
 KA0121                         *CURRENT SURVEY CONTROL
 KA0121  ______________________________________________________________________
 KA0121* NAD 83(1986) POSITION- 39 50 14.     (N) 086 22 36.     (W)   SCALED
 KA0121* NAVD 88 ORTHO HEIGHT -   269.010 (meters)      882.58  (feet) ADJUSTED
 KA0121  ______________________________________________________________________
 KA0121  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 KA0121  DYNAMIC HEIGHT  -        268.863 (meters)      882.09  (feet) COMP
 KA0121  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 KA0121
 KA0121  VERT ORDER      -  SECOND    CLASS 0
 KA0121
 KA0121.The horizontal coordinates were scaled from a map and have
 KA0121.an estimated accuracy of +/- 6 seconds.
 KA0121
 KA0121.The orthometric height was determined by differential leveling and
 KA0121.adjusted by the NATIONAL GEODETIC SURVEY
 KA0121.in June 1991.
 KA0121
 KA0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0121.GEOID18 height accuracy estimate available here.
 KA0121
 KA0121.Click photographs - Photos may exist for this station.
 KA0121
 KA0121.The dynamic height is computed by dividing the NAVD 88
 KA0121.geopotential number by the normal gravity value computed on the
 KA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0121.degrees latitude (g = 980.6199 gals.).
 KA0121
 KA0121.The modeled gravity was interpolated from observed gravity values.
 KA0121
 KA0121;                    North         East    Units  Estimated Accuracy
 KA0121;SPC IN W     -   509,680.      960,490.      MT  (+/- 180 meters Scaled)
 KA0121
 KA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK533098(NAD 83)
 KA0121
 KA0121                          SUPERSEDED SURVEY CONTROL
 KA0121
 KA0121  NGVD 29 (??/??/92)  269.121  (m)          882.94   (f) ADJ UNCH    2 0
 KA0121
 KA0121.Superseded values are not recommended for survey control.
 KA0121
 KA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0121.See file dsdata.pdf to determine how the superseded data were derived.
 KA0121
 KA0121_MARKER: DB = BENCH MARK DISK
 KA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0121_STAMPING: L 77 1946
 KA0121_MARK LOGO: CGS
 KA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0121+STABILITY: SURFACE MOTION
 KA0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0121+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 KA0121
 KA0121  HISTORY     - Date     Condition        Report By
 KA0121  HISTORY     - 1946     MONUMENTED       CGS
 KA0121  HISTORY     - 1978     GOOD             LOCSUR
 KA0121  HISTORY     - 20080522 GOOD             PICI
 KA0121  HISTORY     - 20150617 GOOD             PICI
 KA0121
 KA0121                          STATION DESCRIPTION
 KA0121
 KA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0121'1.2 MI SE FROM BROWNSBURG.
 KA0121'ABOUT 1.2 MILE SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY FROM
 KA0121'THE STATION AT BROWNSBURG, AT A FARM LANE CROSSING, 1 1/2 POLES
 KA0121'SOUTHEAST OF POLE NUMBER 12/35, 34 FEET NORTHEAST OF THE NORTHEAST
 KA0121'RAIL OF THE TRACK, 11 FEET NORTHWEST OF THE CENTER LINE OF THE
 KA0121'FARM LANE, 3.3 FEET EAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 KA0121'WHITE WOODEN WITNESS POST AND ABOUT 2.5 FEET BELOW TRACK LEVEL.
 KA0121'A STANDARD DISK, STAMPED L 77 1946 AND SET IN THE TOP OF A CONCRETE
 KA0121'POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0121
 KA0121                          STATION RECOVERY (1978)
 KA0121
 KA0121'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0121'RECOVERED IN GOOD CONDITION.
 KA0121
 KA0121                          STATION RECOVERY (2008)
 KA0121
 KA0121'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (JF)
 KA0121'RECOVERED IN GOOD CONDITION.
 KA0121
 KA0121                          STATION RECOVERY (2015)
 KA0121
 KA0121'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2015 (MMG)
 KA0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0587 ***********************************************************************
 LB0587  DESIGNATION -  L 78
 LB0587  PID         -  LB0587
 LB0587  STATE/COUNTY-  IN/BOONE
 LB0587  COUNTRY     -  US
 LB0587  USGS QUAD   -  ROSSTON (2019)
 LB0587
 LB0587                         *CURRENT SURVEY CONTROL
 LB0587  ______________________________________________________________________
 LB0587* NAD 83(1986) POSITION- 40 01 31.     (N) 086 16 40.     (W)   SCALED
 LB0587* NAVD 88 ORTHO HEIGHT -   269.229 (meters)      883.30  (feet) ADJUSTED
 LB0587  ______________________________________________________________________
 LB0587  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 LB0587  DYNAMIC HEIGHT  -        269.079 (meters)      882.80  (feet) COMP
 LB0587  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 LB0587
 LB0587  VERT ORDER      -  SECOND    CLASS 0
 LB0587
 LB0587.The horizontal coordinates were scaled from a map and have
 LB0587.an estimated accuracy of +/- 6 seconds.
 LB0587
 LB0587.The orthometric height was determined by differential leveling and
 LB0587.adjusted by the NATIONAL GEODETIC SURVEY
 LB0587.in June 1991.
 LB0587
 LB0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0587.GEOID18 height accuracy estimate available here.
 LB0587
 LB0587.Click photographs - Photos may exist for this station.
 LB0587
 LB0587.The dynamic height is computed by dividing the NAVD 88
 LB0587.geopotential number by the normal gravity value computed on the
 LB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0587.degrees latitude (g = 980.6199 gals.).
 LB0587
 LB0587.The modeled gravity was interpolated from observed gravity values.
 LB0587
 LB0587;                    North         East    Units  Estimated Accuracy
 LB0587;SPC IN W     -   530,640.      968,760.      MT  (+/- 180 meters Scaled)
 LB0587
 LB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK616308(NAD 83)
 LB0587
 LB0587                          SUPERSEDED SURVEY CONTROL
 LB0587
 LB0587  NGVD 29 (??/??/92)  269.338  (m)          883.65   (f) ADJ UNCH    2 0
 LB0587
 LB0587.Superseded values are not recommended for survey control.
 LB0587
 LB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0587.See file dsdata.pdf to determine how the superseded data were derived.
 LB0587
 LB0587_MARKER: DB = BENCH MARK DISK
 LB0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0587_SP_SET: BRIDGE WINGWALL
 LB0587_STAMPING: L 78 1946
 LB0587_MARK LOGO: CGS
 LB0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0587
 LB0587  HISTORY     - Date     Condition        Report By
 LB0587  HISTORY     - 1946     MONUMENTED       CGS
 LB0587
 LB0587                          STATION DESCRIPTION
 LB0587
 LB0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0587'1.7 MI SE FROM ROSSTON.
 LB0587'ABOUT 1.7 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE CROSSING
 LB0587'OF THE CENTRAL INDIANA RAILROAD AT ROSSTON, ABOUT 1.15 MILE
 LB0587'SOUTHEAST OF THE INTERSECTION WITH STATE HIGHWAY 32, SET IN THE
 LB0587'TOP OF THE WEST WINGWALL OF A 48-FOOT CONCRETE BRIDGE, 14.5
 LB0587'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 LB0587'ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED L 78 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0067 ***********************************************************************
 KA0067  DESIGNATION -  L 79
 KA0067  PID         -  KA0067
 KA0067  STATE/COUNTY-  IN/MARION
 KA0067  COUNTRY     -  US
 KA0067  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0067
 KA0067                         *CURRENT SURVEY CONTROL
 KA0067  ______________________________________________________________________
 KA0067* NAD 83(1986) POSITION- 39 47 57.     (N) 086 12 34.     (W)   SCALED
 KA0067* NAVD 88 ORTHO HEIGHT -   226.263 (meters)      742.33  (feet) ADJUSTED
 KA0067  ______________________________________________________________________
 KA0067  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 KA0067  DYNAMIC HEIGHT  -        226.139 (meters)      741.92  (feet) COMP
 KA0067  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 KA0067
 KA0067  VERT ORDER      -  SECOND    CLASS 0
 KA0067
 KA0067.The horizontal coordinates were scaled from a map and have
 KA0067.an estimated accuracy of +/- 6 seconds.
 KA0067
 KA0067.The orthometric height was determined by differential leveling and
 KA0067.adjusted by the NATIONAL GEODETIC SURVEY
 KA0067.in June 1991.
 KA0067
 KA0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0067.GEOID18 height accuracy estimate available here.
 KA0067
 KA0067.Click photographs - Photos may exist for this station.
 KA0067
 KA0067.The dynamic height is computed by dividing the NAVD 88
 KA0067.geopotential number by the normal gravity value computed on the
 KA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0067.degrees latitude (g = 980.6199 gals.).
 KA0067
 KA0067.The modeled gravity was interpolated from observed gravity values.
 KA0067
 KA0067;                    North         East    Units  Estimated Accuracy
 KA0067;SPC IN E     -   505,360.       53,520.      MT  (+/- 180 meters Scaled)
 KA0067
 KA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK676057(NAD 83)
 KA0067
 KA0067                          SUPERSEDED SURVEY CONTROL
 KA0067
 KA0067  NGVD 29 (??/??/92)  226.394  (m)          742.76   (f) ADJ UNCH    2 0
 KA0067
 KA0067.Superseded values are not recommended for survey control.
 KA0067
 KA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0067.See file dsdata.pdf to determine how the superseded data were derived.
 KA0067
 KA0067_MARKER: DB = BENCH MARK DISK
 KA0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0067_SP_SET: BUILDING
 KA0067_STAMPING: L 79 1946
 KA0067_MARK LOGO: CGS
 KA0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0067
 KA0067  HISTORY     - Date     Condition        Report By
 KA0067  HISTORY     - 1946     MONUMENTED       CGS
 KA0067  HISTORY     - 1962     MARK NOT FOUND   USGS
 KA0067  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0067
 KA0067                          STATION DESCRIPTION
 KA0067
 KA0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0067'AT INDIANAPOLIS.
 KA0067'AT INDIANAPOLIS, AT HOOSIER PARKS AIRPORT, SET VERTICALLY IN THE
 KA0067'SOUTH FACE OF THE CONCRETE BLOCK WALL OF THE ADMINISTRATION
 KA0067'BUILDING, 9 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING
 KA0067'AND CENTERED BELOW TWO WINDOWS.  2.9 FEET ABOVE THE GROUND.
 KA0067'IN THE SOUTH FACE OF A CONCRETE-BLOCK SUPER-MARKET BUILDING KNOWN
 KA0067'AS WALTS SUPER MARKET AND LOCATED AT 2440 LA FAYETTE AVENUE, 9 FEET
 KA0067'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, CENTERED BETWEEN
 KA0067'TWO WINDOWS, AND 2.8 FEET ABOVE THE GROUND.  A STANDARD DISK,
 KA0067'STAMPED L 79 1946 AND SET VERTICALLY.
 KA0067
 KA0067                          STATION RECOVERY (1962)
 KA0067
 KA0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KA0067'MARK NOT FOUND.
 KA0067
 KA0067                          STATION RECOVERY (1996)
 KA0067
 KA0067'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0720 ***********************************************************************
 KA0720  DESIGNATION -  L 80
 KA0720  PID         -  KA0720
 KA0720  STATE/COUNTY-  IN/HENDRICKS
 KA0720  COUNTRY     -  US
 KA0720  USGS QUAD   -  LIZTON (2019)
 KA0720
 KA0720                         *CURRENT SURVEY CONTROL
 KA0720  ______________________________________________________________________
 KA0720* NAD 83(1986) POSITION- 39 54 29.4    (N) 086 32 03.5    (W)   HD_HELD2
 KA0720* NAVD 88 ORTHO HEIGHT -   290.033 (meters)      951.55  (feet) ADJUSTED
 KA0720  ______________________________________________________________________
 KA0720  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 KA0720  DYNAMIC HEIGHT  -        289.874 (meters)      951.03  (feet) COMP
 KA0720  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0720
 KA0720  VERT ORDER      -  SECOND    CLASS 0
 KA0720
 KA0720.The horizontal coordinates were established by autonomous hand held GPS
 KA0720.observations and have an estimated accuracy of +/- 10 meters.
 KA0720
 KA0720.The orthometric height was determined by differential leveling and
 KA0720.adjusted by the NATIONAL GEODETIC SURVEY
 KA0720.in June 1991.
 KA0720
 KA0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0720.GEOID18 height accuracy estimate available here.
 KA0720
 KA0720.Click photographs - Photos may exist for this station.
 KA0720
 KA0720.The dynamic height is computed by dividing the NAVD 88
 KA0720.geopotential number by the normal gravity value computed on the
 KA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0720.degrees latitude (g = 980.6199 gals.).
 KA0720
 KA0720.The modeled gravity was interpolated from observed gravity values.
 KA0720
 KA0720;                    North         East    Units  Estimated Accuracy
 KA0720;SPC IN W     -   517,466.      946,945.      MT  (+/- 10 meters HH2 GPS)
 KA0720
 KA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3980417668(NAD 83)
 KA0720
 KA0720                          SUPERSEDED SURVEY CONTROL
 KA0720
 KA0720  NGVD 29 (??/??/92)  290.134  (m)          951.88   (f) ADJ UNCH    2 0
 KA0720
 KA0720.Superseded values are not recommended for survey control.
 KA0720
 KA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0720.See file dsdata.pdf to determine how the superseded data were derived.
 KA0720
 KA0720_MARKER: DB = BENCH MARK DISK
 KA0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0720_SP_SET: CULVERT HEADWALL
 KA0720_STAMPING: L 80 1946
 KA0720_MARK LOGO: CGS
 KA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0720+STABILITY: SURFACE MOTION
 KA0720
 KA0720  HISTORY     - Date     Condition        Report By
 KA0720  HISTORY     - 1946     MONUMENTED       CGS
 KA0720  HISTORY     - 20110713 GOOD             GEOCAC
 KA0720
 KA0720                          STATION DESCRIPTION
 KA0720
 KA0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0720'1.8 MI N FROM LIZTON.
 KA0720'ALONG STATE HIGHWAY 39 ABOUT 1.8 MILE NORTH OF THE INTERSECTION
 KA0720'WITH STATE HIGHWAY 36 AT LIZTON, ABOUT 0.95 MILE SOUTH OF THE
 KA0720'HENDRICKS-BOONE COUNTY LINE, 0.2 MILE SOUTH OF THE JUNCTION
 KA0720'WITH A ROAD LEADING WEST, SET IN THE CENTER OF THE TOP OF THE
 KA0720'SOUTHEAST HEADWALL OF A 9-FOOT CONCRETE CULVERT, 22 FEET
 KA0720'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 KA0720'THE HIGHWAY.  A STANDARD DISK, STAMPED L 80 1934.
 KA0720
 KA0720                          STATION RECOVERY (2011)
 KA0720
 KA0720'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0720'THE STATION IS 6 INCHES BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0531 ***********************************************************************
 KA0531  DESIGNATION -  L 81
 KA0531  PID         -  KA0531
 KA0531  STATE/COUNTY-  IN/OWEN
 KA0531  COUNTRY     -  US
 KA0531  USGS QUAD   -  CATARACT (2019)
 KA0531
 KA0531                         *CURRENT SURVEY CONTROL
 KA0531  ______________________________________________________________________
 KA0531* NAD 83(1986) POSITION- 39 25 59.     (N) 086 48 49.     (W)   SCALED
 KA0531* NAVD 88 ORTHO HEIGHT -   218.248 (meters)      716.04  (feet) ADJUSTED
 KA0531  ______________________________________________________________________
 KA0531  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KA0531  DYNAMIC HEIGHT  -        218.121 (meters)      715.62  (feet) COMP
 KA0531  MODELED GRAVITY -    980,041.3   (mgal)                       NAVD 88
 KA0531
 KA0531  VERT ORDER      -  SECOND    CLASS 0
 KA0531
 KA0531.The horizontal coordinates were scaled from a map and have
 KA0531.an estimated accuracy of +/- 6 seconds.
 KA0531
 KA0531.The orthometric height was determined by differential leveling and
 KA0531.adjusted by the NATIONAL GEODETIC SURVEY
 KA0531.in June 1991.
 KA0531
 KA0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0531.GEOID18 height accuracy estimate available here.
 KA0531
 KA0531.Click photographs - Photos may exist for this station.
 KA0531
 KA0531.The dynamic height is computed by dividing the NAVD 88
 KA0531.geopotential number by the normal gravity value computed on the
 KA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0531.degrees latitude (g = 980.6199 gals.).
 KA0531
 KA0531.The modeled gravity was interpolated from observed gravity values.
 KA0531
 KA0531;                    North         East    Units  Estimated Accuracy
 KA0531;SPC IN W     -   464,610.      923,220.      MT  (+/- 180 meters Scaled)
 KA0531
 KA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160648(NAD 83)
 KA0531
 KA0531                          SUPERSEDED SURVEY CONTROL
 KA0531
 KA0531  NGVD 29 (??/??/92)  218.368  (m)          716.43   (f) ADJ UNCH    2 0
 KA0531
 KA0531.Superseded values are not recommended for survey control.
 KA0531
 KA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0531.See file dsdata.pdf to determine how the superseded data were derived.
 KA0531
 KA0531_MARKER: DB = BENCH MARK DISK
 KA0531_SETTING: 66 = SET IN ROCK OUTCROP
 KA0531_STAMPING: L 81 1946
 KA0531_MARK LOGO: CGS
 KA0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0531+STABILITY: POSITION/ELEVATION WELL
 KA0531
 KA0531  HISTORY     - Date     Condition        Report By
 KA0531  HISTORY     - 1946     MONUMENTED       CGS
 KA0531
 KA0531                          STATION DESCRIPTION
 KA0531
 KA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0531'0.5 MI NE FROM CATARACT.
 KA0531'ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO DEVORE
 KA0531'AND QUINCY FROM THE E. B. SHORTRIDGE STORE AT CATARACT, AT THE
 KA0531'COVERED BRIDGE OVER MILL CREEK AT THE ENTRANCE TO THE CATARACT
 KA0531'FALLS, 78.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KA0531'COVERED BRIDGE, 48 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 KA0531'SOUTH, 25 FEET NORTHEAST OF A POWER LINE POLE, 23.5 FEET SOUTH
 KA0531'OF AND ABOUT 4 FEET LOWER THAN THE CENTER LINE OF THE MAIN ROAD,
 KA0531'AND SET IN THE TOP OF A FLAT ROCK OUTCROP.  A STANDARD DISK,
 KA0531'STAMPED L 81 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1207 ***********************************************************************
 KA1207  DESIGNATION -  L 82
 KA1207  PID         -  KA1207
 KA1207  STATE/COUNTY-  IN/CLAY
 KA1207  COUNTRY     -  US
 KA1207  USGS QUAD   -  CLAY CITY (2019)
 KA1207
 KA1207                         *CURRENT SURVEY CONTROL
 KA1207  ______________________________________________________________________
 KA1207* NAD 83(1986) POSITION- 39 17 06.     (N) 087 06 55.     (W)   SCALED
 KA1207* NAVD 88 ORTHO HEIGHT -   171.011 (meters)      561.06  (feet) ADJUSTED
 KA1207  ______________________________________________________________________
 KA1207  GEOID HEIGHT    -        -32.711 (meters)                     GEOID18
 KA1207  DYNAMIC HEIGHT  -        170.912 (meters)      560.73  (feet) COMP
 KA1207  MODELED GRAVITY -    980,042.4   (mgal)                       NAVD 88
 KA1207
 KA1207  VERT ORDER      -  FIRST     CLASS II
 KA1207
 KA1207.The horizontal coordinates were scaled from a map and have
 KA1207.an estimated accuracy of +/- 6 seconds.
 KA1207
 KA1207.The orthometric height was determined by differential leveling and
 KA1207.adjusted by the NATIONAL GEODETIC SURVEY
 KA1207.in June 1991.
 KA1207
 KA1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1207.GEOID18 height accuracy estimate available here.
 KA1207
 KA1207.Click photographs - Photos may exist for this station.
 KA1207
 KA1207.The dynamic height is computed by dividing the NAVD 88
 KA1207.geopotential number by the normal gravity value computed on the
 KA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1207.degrees latitude (g = 980.6199 gals.).
 KA1207
 KA1207.The modeled gravity was interpolated from observed gravity values.
 KA1207
 KA1207;                    North         East    Units  Estimated Accuracy
 KA1207;SPC IN W     -   448,140.      897,240.      MT  (+/- 180 meters Scaled)
 KA1207
 KA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ900484(NAD 83)
 KA1207
 KA1207                          SUPERSEDED SURVEY CONTROL
 KA1207
 KA1207  NGVD 29 (??/??/92)  171.124  (m)          561.43   (f) ADJ UNCH    1 2
 KA1207
 KA1207.Superseded values are not recommended for survey control.
 KA1207
 KA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1207.See file dsdata.pdf to determine how the superseded data were derived.
 KA1207
 KA1207_MARKER: DB = BENCH MARK DISK
 KA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1207_STAMPING: L 82 1946
 KA1207_MARK LOGO: CGS
 KA1207_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1207+STABILITY: SURFACE MOTION
 KA1207
 KA1207  HISTORY     - Date     Condition        Report By
 KA1207  HISTORY     - 1946     MONUMENTED       CGS
 KA1207  HISTORY     - 1985     GOOD             NGS
 KA1207
 KA1207                          STATION DESCRIPTION
 KA1207
 KA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1207'0.5 MI N FROM CLAY CITY.
 KA1207'ABOUT 0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1207'THE STATION AT CLAY CITY, AT A ROAD CROSSING, 70.5 FEET NORTHEAST
 KA1207'OF THE NORTHEAST CORNER OF THE STANDARD OIL COMPANY WAREHOUSE,
 KA1207'47 FEET WEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF
 KA1207'THE TRACK, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 KA1207'EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A WHITE
 KA1207'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 82 1946 AND SET IN
 KA1207'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1207
 KA1207                          STATION RECOVERY (1985)
 KA1207
 KA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1207'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6
 KA1207'MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION WITH STATE
 KA1207'HIGHWAY 157 IN CLAY CITY, THENCE 0.3 KM (0.2 MI) WESTERLY ALONG FIRST
 KA1207'STREET, 14.4 M (47.2 FT) WEST OF THE CENTER OF AN OLD RAILROAD BED,
 KA1207'6.4 M (21.0 FT) NORTH OF THE CENTER OF THE STREET, 5.0 M (16.4 FT)
 KA1207'EAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH, 3.7 M (12.1
 KA1207'FT) NORTH-NORTHEAST OF A FENCE CORNER, AND 0.6 M (2.0 FT) EAST OF A
 KA1207'FENCE.
 KA1207'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1207'THE MARK IS 0.9 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0917 ***********************************************************************
 KA0917  DESIGNATION -  L 83
 KA0917  PID         -  KA0917
 KA0917  STATE/COUNTY-  IN/VIGO
 KA0917  COUNTRY     -  US
 KA0917  USGS QUAD   -  ROSEDALE (2019)
 KA0917
 KA0917                         *CURRENT SURVEY CONTROL
 KA0917  ______________________________________________________________________
 KA0917* NAD 83(1986) POSITION- 39 32 30.     (N) 087 17 42.     (W)   SCALED
 KA0917* NAVD 88 ORTHO HEIGHT -   158.724 (meters)      520.75  (feet) ADJUSTED
 KA0917  ______________________________________________________________________
 KA0917  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KA0917  DYNAMIC HEIGHT  -        158.633 (meters)      520.45  (feet) COMP
 KA0917  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 KA0917
 KA0917  VERT ORDER      -  FIRST     CLASS II
 KA0917
 KA0917.The horizontal coordinates were scaled from a map and have
 KA0917.an estimated accuracy of +/- 6 seconds.
 KA0917
 KA0917.The orthometric height was determined by differential leveling and
 KA0917.adjusted by the NATIONAL GEODETIC SURVEY
 KA0917.in June 1991.
 KA0917
 KA0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0917.GEOID18 height accuracy estimate available here.
 KA0917
 KA0917.Click photographs - Photos may exist for this station.
 KA0917
 KA0917.The dynamic height is computed by dividing the NAVD 88
 KA0917.geopotential number by the normal gravity value computed on the
 KA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0917.degrees latitude (g = 980.6199 gals.).
 KA0917
 KA0917.The modeled gravity was interpolated from observed gravity values.
 KA0917
 KA0917;                    North         East    Units  Estimated Accuracy
 KA0917;SPC IN W     -   476,650.      881,810.      MT  (+/- 180 meters Scaled)
 KA0917
 KA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ746769(NAD 83)
 KA0917
 KA0917                          SUPERSEDED SURVEY CONTROL
 KA0917
 KA0917  NGVD 29 (??/??/92)  158.831  (m)          521.10   (f) ADJ UNCH    1 2
 KA0917
 KA0917.Superseded values are not recommended for survey control.
 KA0917
 KA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0917.See file dsdata.pdf to determine how the superseded data were derived.
 KA0917
 KA0917_MARKER: DB = BENCH MARK DISK
 KA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0917_STAMPING: L 83 1946
 KA0917_MARK LOGO: CGS
 KA0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0917+STABILITY: SURFACE MOTION
 KA0917
 KA0917  HISTORY     - Date     Condition        Report By
 KA0917  HISTORY     - 1946     MONUMENTED       CGS
 KA0917  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0917
 KA0917                          STATION DESCRIPTION
 KA0917
 KA0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0917'3.4 MI SW FROM FONTANET.
 KA0917'ABOUT 3.45 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0917'FROM THE STATION AT FONTANET, AT THE ROAD CROSSING AT BURNETT, 59 FEET
 KA0917'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH TRACK,
 KA0917'39 FEET EAST AND ACROSS THE ROAD FROM POWER LINE POLE NO.
 KA0917'309 - 492, 32 FEET NORTHWEST OF POLE NO. 63/39, 23 FEET EAST OF
 KA0917'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FEET EAST OF
 KA0917'A WIRE FENCE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 KA0917'A STANDARD DISK, STAMPED L 83 1946 AND SET IN THE TOP OF A
 KA0917'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0917
 KA0917                          STATION RECOVERY (1976)
 KA0917
 KA0917'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0917'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0469 ***********************************************************************
 KA0469  DESIGNATION -  L 84
 KA0469  PID         -  KA0469
 KA0469  STATE/COUNTY-  IN/OWEN
 KA0469  COUNTRY     -  US
 KA0469  USGS QUAD   -  PATRICKSBURG (2019)
 KA0469
 KA0469                         *CURRENT SURVEY CONTROL
 KA0469  ______________________________________________________________________
 KA0469* NAD 83(1986) POSITION- 39 18 37.7    (N) 086 57 03.5    (W)   HD_HELD2
 KA0469* NAVD 88 ORTHO HEIGHT -   235.928 (meters)      774.04  (feet) ADJUSTED
 KA0469  ______________________________________________________________________
 KA0469  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 KA0469  DYNAMIC HEIGHT  -        235.789 (meters)      773.58  (feet) COMP
 KA0469  MODELED GRAVITY -    980,034.0   (mgal)                       NAVD 88
 KA0469
 KA0469  VERT ORDER      -  SECOND    CLASS 0
 KA0469
 KA0469.The horizontal coordinates were established by autonomous hand held GPS
 KA0469.observations and have an estimated accuracy of +/- 10 meters.
 KA0469
 KA0469.The orthometric height was determined by differential leveling and
 KA0469.adjusted by the NATIONAL GEODETIC SURVEY
 KA0469.in June 1991.
 KA0469
 KA0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0469.GEOID18 height accuracy estimate available here.
 KA0469
 KA0469.Click photographs - Photos may exist for this station.
 KA0469
 KA0469.The dynamic height is computed by dividing the NAVD 88
 KA0469.geopotential number by the normal gravity value computed on the
 KA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0469.degrees latitude (g = 980.6199 gals.).
 KA0469
 KA0469.The modeled gravity was interpolated from observed gravity values.
 KA0469
 KA0469;                    North         East    Units  Estimated Accuracy
 KA0469;SPC IN W     -   450,972.      911,415.      MT  (+/- 10 meters HH2 GPS)
 KA0469
 KA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0422651232(NAD 83)
 KA0469
 KA0469                          SUPERSEDED SURVEY CONTROL
 KA0469
 KA0469  NGVD 29 (??/??/92)  236.045  (m)          774.42   (f) ADJ UNCH    2 0
 KA0469
 KA0469.Superseded values are not recommended for survey control.
 KA0469
 KA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0469.See file dsdata.pdf to determine how the superseded data were derived.
 KA0469
 KA0469_MARKER: DB = BENCH MARK DISK
 KA0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0469_STAMPING: L 84 1946
 KA0469_MARK LOGO: CGS
 KA0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0469+STABILITY: SURFACE MOTION
 KA0469
 KA0469  HISTORY     - Date     Condition        Report By
 KA0469  HISTORY     - 1946     MONUMENTED       CGS
 KA0469
 KA0469                          STATION DESCRIPTION
 KA0469
 KA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0469'AT PATRICKSBURG.
 KA0469'AT PATRICKSBURG, 0.2 MILE EAST ALONG STATE HIGHWAY 246 FROM
 KA0469'THE POST OFFICE, AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 KA0469'ARNEY, 58.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 KA0469'30 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0469'HIGHWAY, 14.5 FEET NORTH OF POWER LINE POLE NO. 247-109, 6 FEET
 KA0469'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 KA0469'WITNESS POST.  A STANDARD DISK, STAMPED L 84 1946 AND SET
 KA0469'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1028 ***********************************************************************
 KA1028  DESIGNATION -  L 85
 KA1028  PID         -  KA1028
 KA1028  STATE/COUNTY-  IN/PARKE
 KA1028  COUNTRY     -  US
 KA1028  USGS QUAD   -  MECCA (2019)
 KA1028
 KA1028                         *CURRENT SURVEY CONTROL
 KA1028  ______________________________________________________________________
 KA1028* NAD 83(1986) POSITION- 39 44 56.     (N) 087 15 10.     (W)   SCALED
 KA1028* NAVD 88 ORTHO HEIGHT -   202.918 (meters)      665.74  (feet) ADJUSTED
 KA1028  ______________________________________________________________________
 KA1028  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 KA1028  DYNAMIC HEIGHT  -        202.803 (meters)      665.36  (feet) COMP
 KA1028  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 KA1028
 KA1028  VERT ORDER      -  SECOND    CLASS 0
 KA1028
 KA1028.The horizontal coordinates were scaled from a map and have
 KA1028.an estimated accuracy of +/- 6 seconds.
 KA1028
 KA1028.The orthometric height was determined by differential leveling and
 KA1028.adjusted by the NATIONAL GEODETIC SURVEY
 KA1028.in June 1991.
 KA1028
 KA1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1028.GEOID18 height accuracy estimate available here.
 KA1028
 KA1028.Click photographs - Photos may exist for this station.
 KA1028
 KA1028.The dynamic height is computed by dividing the NAVD 88
 KA1028.geopotential number by the normal gravity value computed on the
 KA1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1028.degrees latitude (g = 980.6199 gals.).
 KA1028
 KA1028.The modeled gravity was interpolated from observed gravity values.
 KA1028
 KA1028;                    North         East    Units  Estimated Accuracy
 KA1028;SPC IN W     -   499,650.      885,480.      MT  (+/- 180 meters Scaled)
 KA1028
 KA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ783999(NAD 83)
 KA1028
 KA1028                          SUPERSEDED SURVEY CONTROL
 KA1028
 KA1028  NGVD 29 (??/??/92)  203.014  (m)          666.06   (f) ADJ UNCH    2 0
 KA1028
 KA1028.Superseded values are not recommended for survey control.
 KA1028
 KA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1028.See file dsdata.pdf to determine how the superseded data were derived.
 KA1028
 KA1028_MARKER: DB = BENCH MARK DISK
 KA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1028_STAMPING: L 85 1946
 KA1028_MARK LOGO: CGS
 KA1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1028+STABILITY: SURFACE MOTION
 KA1028
 KA1028  HISTORY     - Date     Condition        Report By
 KA1028  HISTORY     - 1946     MONUMENTED       CGS
 KA1028
 KA1028                          STATION DESCRIPTION
 KA1028
 KA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1028'1.6 MI SW FROM ROCKVILLE.
 KA1028'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1028'AT ROCKVILLE, THENCE ABOUT 1.3 MILE SOUTHWEST ALONG U.S. HIGHWAY
 KA1028'41, AT A CROSSING OF A POWER TRANSMISSION LINE WITH TWIN POLES,
 KA1028'IN A CULTIVATED FIELD, 44.9 FEET SOUTHEAST OF AND ABOUT 2 FEET
 KA1028'ABOVE THE CENTER LINE OF THE HIGHWAY, 20.4 FEET SOUTHEAST OF THE
 KA1028'FENCE LINE, 13.0 FEET NORTHWEST OF A POWER TRANSMISSION LINE
 KA1028'POLE, 1.4 FEET NORTH OF A POWER TRANSMISSION LINE POLE, AND 3
 KA1028'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1028'DISK, STAMPED L 85 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1028'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0242 ***********************************************************************
 KA0242  DESIGNATION -  L 86
 KA0242  PID         -  KA0242
 KA0242  STATE/COUNTY-  IN/HENDRICKS
 KA0242  COUNTRY     -  US
 KA0242  USGS QUAD   -  BROWNSBURG (2019)
 KA0242
 KA0242                         *CURRENT SURVEY CONTROL
 KA0242  ______________________________________________________________________
 KA0242* NAD 83(1986) POSITION- 39 49 52.     (N) 086 24 04.     (W)   SCALED
 KA0242* NAVD 88 ORTHO HEIGHT -   266.446 (meters)      874.16  (feet) ADJUSTED
 KA0242  ______________________________________________________________________
 KA0242  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KA0242  DYNAMIC HEIGHT  -        266.300 (meters)      873.69  (feet) COMP
 KA0242  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 KA0242
 KA0242  VERT ORDER      -  SECOND    CLASS 0
 KA0242
 KA0242.The horizontal coordinates were scaled from a map and have
 KA0242.an estimated accuracy of +/- 6 seconds.
 KA0242
 KA0242.The orthometric height was determined by differential leveling and
 KA0242.adjusted by the NATIONAL GEODETIC SURVEY
 KA0242.in June 1991.
 KA0242
 KA0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0242.GEOID18 height accuracy estimate available here.
 KA0242
 KA0242.Click photographs - Photos may exist for this station.
 KA0242
 KA0242.The dynamic height is computed by dividing the NAVD 88
 KA0242.geopotential number by the normal gravity value computed on the
 KA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0242.degrees latitude (g = 980.6199 gals.).
 KA0242
 KA0242.The modeled gravity was interpolated from observed gravity values.
 KA0242
 KA0242;                    North         East    Units  Estimated Accuracy
 KA0242;SPC IN W     -   508,990.      958,400.      MT  (+/- 180 meters Scaled)
 KA0242
 KA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK512091(NAD 83)
 KA0242
 KA0242                          SUPERSEDED SURVEY CONTROL
 KA0242
 KA0242  NGVD 29 (??/??/92)  266.557  (m)          874.53   (f) ADJ UNCH    2 0
 KA0242
 KA0242.Superseded values are not recommended for survey control.
 KA0242
 KA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0242.See file dsdata.pdf to determine how the superseded data were derived.
 KA0242
 KA0242_MARKER: DB = BENCH MARK DISK
 KA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0242_STAMPING: L 86 1946
 KA0242_MARK LOGO: CGS
 KA0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0242+STABILITY: SURFACE MOTION
 KA0242
 KA0242  HISTORY     - Date     Condition        Report By
 KA0242  HISTORY     - 1946     MONUMENTED       CGS
 KA0242  HISTORY     - 1978     GOOD             LOCSUR
 KA0242
 KA0242                          STATION DESCRIPTION
 KA0242
 KA0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0242'0.8 MI S FROM BROWNSBURG.
 KA0242'ABOUT 0.85 MILE SOUTH ALONG THE BROWNSBURG-AVON ROAD FROM THE
 KA0242'MAIN STREET INTERSECTION AT BROWNSBURG, AT THE JUNCTION WITH A
 KA0242'FARM ROAD LEADING WEST TO A FARM HOUSE, 23 FEET WEST OF THE
 KA0242'CENTER LINE OF THE MAIN ROAD, 16 FEET NORTH OF THE CENTER LINE OF
 KA0242'THE FARM ROAD, 27 FEET SOUTH OF POWER POLE NUMBER 65-210, 33 FEET
 KA0242'NORTHEAST OF POWER LINE POLE NUMBER 67-313, 55 FEET NORTHWEST AND
 KA0242'ACROSS THE MAIN ROAD FROM AN 18-INCH ELM TREE IN THE EAST
 KA0242'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0242'POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 KA0242'L 86 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0242'INCHES ABOVE GROUND.
 KA0242
 KA0242                          STATION RECOVERY (1978)
 KA0242
 KA0242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0754 ***********************************************************************
 LB0754  DESIGNATION -  L 87
 LB0754  PID         -  LB0754
 LB0754  STATE/COUNTY-  IN/MONTGOMERY
 LB0754  COUNTRY     -  US
 LB0754  USGS QUAD   -  COLFAX (2019)
 LB0754
 LB0754                         *CURRENT SURVEY CONTROL
 LB0754  ______________________________________________________________________
 LB0754* NAD 83(1986) POSITION- 40 09 46.     (N) 086 42 53.     (W)   SCALED
 LB0754* NAVD 88 ORTHO HEIGHT -   249.822 (meters)      819.62  (feet) ADJUSTED
 LB0754  ______________________________________________________________________
 LB0754  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 LB0754  DYNAMIC HEIGHT  -        249.690 (meters)      819.19  (feet) COMP
 LB0754  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 LB0754
 LB0754  VERT ORDER      -  SECOND    CLASS 0
 LB0754
 LB0754.The horizontal coordinates were scaled from a map and have
 LB0754.an estimated accuracy of +/- 6 seconds.
 LB0754
 LB0754.The orthometric height was determined by differential leveling and
 LB0754.adjusted by the NATIONAL GEODETIC SURVEY
 LB0754.in June 1991.
 LB0754
 LB0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0754.GEOID18 height accuracy estimate available here.
 LB0754
 LB0754.Click photographs - Photos may exist for this station.
 LB0754
 LB0754.The dynamic height is computed by dividing the NAVD 88
 LB0754.geopotential number by the normal gravity value computed on the
 LB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0754.degrees latitude (g = 980.6199 gals.).
 LB0754
 LB0754.The modeled gravity was interpolated from observed gravity values.
 LB0754
 LB0754;                    North         East    Units  Estimated Accuracy
 LB0754;SPC IN W     -   545,660.      931,400.      MT  (+/- 180 meters Scaled)
 LB0754
 LB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242458(NAD 83)
 LB0754
 LB0754                          SUPERSEDED SURVEY CONTROL
 LB0754
 LB0754  NGVD 29 (??/??/92)  249.916  (m)          819.93   (f) ADJ UNCH    2 0
 LB0754
 LB0754.Superseded values are not recommended for survey control.
 LB0754
 LB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0754.See file dsdata.pdf to determine how the superseded data were derived.
 LB0754
 LB0754_MARKER: DB = BENCH MARK DISK
 LB0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0754_STAMPING: L 87 1946
 LB0754_MARK LOGO: CGS
 LB0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0754+STABILITY: SURFACE MOTION
 LB0754
 LB0754  HISTORY     - Date     Condition        Report By
 LB0754  HISTORY     - 1946     MONUMENTED       CGS
 LB0754
 LB0754                          STATION DESCRIPTION
 LB0754
 LB0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0754'0.6 MI NE FROM BOWERS.
 LB0754'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0754'ROAD CROSSING AT BOWERS, AT A GRAVEL-ROAD CROSSING, 27.5 FEET
 LB0754'NORTHWEST OF THE NORTHWEST RAIL, 21 FEET WEST OF THE CENTERLINE
 LB0754'OF THE ROAD, 10 FEET SOUTHWEST OF A TELEPHONE POLE, 5 FEET
 LB0754'SOUTHWEST OF THE POST AT THE CORNER OF AN IRON FENCE, 2 FEET WEST
 LB0754'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 LB0754'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0796 ***********************************************************************
 LB0796  DESIGNATION -  L 88
 LB0796  PID         -  LB0796
 LB0796  STATE/COUNTY-  IN/TIPPECANOE
 LB0796  COUNTRY     -  US
 LB0796  USGS QUAD   -  STOCKWELL (2019)
 LB0796
 LB0796                         *CURRENT SURVEY CONTROL
 LB0796  ______________________________________________________________________
 LB0796* NAD 83(1986) POSITION- 40 15 30.     (N) 086 50 30.     (W)   SCALED
 LB0796* NAVD 88 ORTHO HEIGHT -   228.581 (meters)      749.94  (feet) ADJUSTED
 LB0796  ______________________________________________________________________
 LB0796  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 LB0796  DYNAMIC HEIGHT  -        228.463 (meters)      749.55  (feet) COMP
 LB0796  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 LB0796
 LB0796  VERT ORDER      -  SECOND    CLASS 0
 LB0796
 LB0796.The horizontal coordinates were scaled from a map and have
 LB0796.an estimated accuracy of +/- 6 seconds.
 LB0796
 LB0796.The orthometric height was determined by differential leveling and
 LB0796.adjusted by the NATIONAL GEODETIC SURVEY
 LB0796.in June 1991.
 LB0796
 LB0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0796.GEOID18 height accuracy estimate available here.
 LB0796
 LB0796.Click photographs - Photos may exist for this station.
 LB0796
 LB0796.The dynamic height is computed by dividing the NAVD 88
 LB0796.geopotential number by the normal gravity value computed on the
 LB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0796.degrees latitude (g = 980.6199 gals.).
 LB0796
 LB0796.The modeled gravity was interpolated from observed gravity values.
 LB0796
 LB0796;                    North         East    Units  Estimated Accuracy
 LB0796;SPC IN W     -   556,230.      920,560.      MT  (+/- 180 meters Scaled)
 LB0796
 LB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK134564(NAD 83)
 LB0796
 LB0796                          SUPERSEDED SURVEY CONTROL
 LB0796
 LB0796  NGVD 29 (??/??/92)  228.67   (m)          750.2    (f) COMPUTED    2 0
 LB0796
 LB0796.Superseded values are not recommended for survey control.
 LB0796
 LB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0796.See file dsdata.pdf to determine how the superseded data were derived.
 LB0796
 LB0796_MARKER: DB = BENCH MARK DISK
 LB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0796_STAMPING: L 88 1946
 LB0796_MARK LOGO: CGS
 LB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0796+STABILITY: SURFACE MOTION
 LB0796
 LB0796  HISTORY     - Date     Condition        Report By
 LB0796  HISTORY     - 1946     MONUMENTED       CGS
 LB0796  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 LB0796
 LB0796                          STATION DESCRIPTION
 LB0796
 LB0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0796'3.3 MI E FROM ROMNEY.
 LB0796'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0796'WITH STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.35 MILE WEST OF A POWER
 LB0796'TRANSMISSION LINE CROSSING THE HIGHWAY, 0.25 MILE EAST OF A
 LB0796'GRAVEL CROSS ROAD, 110 FEET EAST OF THE NORTHEAST CORNER OF A
 LB0796'WHITE HOUSE, 61 FEET NORTH OF THE NORTHEAST CORNER OF A BARN,
 LB0796'30.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LB0796'HIGHWAY, 12 FEET EAST OF THE CENTER LINE OF A DRIVE WAY TO A BARN
 LB0796'YARD, 1 FOOT NORTH OF A FENCE LINE, AND 2 FEET WEST OF A
 LB0796'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 88 1946
 LB0796'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0796'GROUND.
 LB0796
 LB0796                          STATION RECOVERY (1966)
 LB0796
 LB0796'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LB0796'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0718 ***********************************************************************
 LB0718  DESIGNATION -  L 89
 LB0718  PID         -  LB0718
 LB0718  STATE/COUNTY-  IN/CLINTON
 LB0718  COUNTRY     -  US
 LB0718  USGS QUAD   -  FRANKFORT (2019)
 LB0718
 LB0718                         *CURRENT SURVEY CONTROL
 LB0718  ______________________________________________________________________
 LB0718* NAD 83(1986) POSITION- 40 19 22.     (N) 086 37 24.     (W)   SCALED
 LB0718* NAVD 88 ORTHO HEIGHT -   229.347 (meters)      752.45  (feet) ADJUSTED
 LB0718  ______________________________________________________________________
 LB0718  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 LB0718  DYNAMIC HEIGHT  -        229.228 (meters)      752.06  (feet) COMP
 LB0718  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 LB0718
 LB0718  VERT ORDER      -  SECOND    CLASS 0
 LB0718
 LB0718.The horizontal coordinates were scaled from a map and have
 LB0718.an estimated accuracy of +/- 6 seconds.
 LB0718
 LB0718.The orthometric height was determined by differential leveling and
 LB0718.adjusted by the NATIONAL GEODETIC SURVEY
 LB0718.in June 1991.
 LB0718
 LB0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0718.GEOID18 height accuracy estimate available here.
 LB0718
 LB0718.Click photographs - Photos may exist for this station.
 LB0718
 LB0718.The dynamic height is computed by dividing the NAVD 88
 LB0718.geopotential number by the normal gravity value computed on the
 LB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0718.degrees latitude (g = 980.6199 gals.).
 LB0718
 LB0718.The modeled gravity was interpolated from observed gravity values.
 LB0718
 LB0718;                    North         East    Units  Estimated Accuracy
 LB0718;SPC IN W     -   563,460.      939,090.      MT  (+/- 180 meters Scaled)
 LB0718
 LB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK320636(NAD 83)
 LB0718
 LB0718                          SUPERSEDED SURVEY CONTROL
 LB0718
 LB0718  NGVD 29 (??/??/92)  229.45   (m)          752.8    (f) COMPUTED    2 0
 LB0718
 LB0718.Superseded values are not recommended for survey control.
 LB0718
 LB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0718.See file dsdata.pdf to determine how the superseded data were derived.
 LB0718
 LB0718_MARKER: DB = BENCH MARK DISK
 LB0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0718_SP_SET: ABUTMENT
 LB0718_STAMPING: L 89 1946
 LB0718_MARK LOGO: CGS
 LB0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0718
 LB0718  HISTORY     - Date     Condition        Report By
 LB0718  HISTORY     - 1946     MONUMENTED       CGS
 LB0718
 LB0718                          STATION DESCRIPTION
 LB0718
 LB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0718'2.6 MI SE FROM MULBERRY.
 LB0718'ABOUT 2.6 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LB0718'LOUIS RAILROAD FROM THE STATION AT MULBERRY, 12 1/2 RAILS NORTHWEST
 LB0718'OF MILE POST S 241, SET IN THE TOP OF THE NORTHEAST END OF THE
 LB0718'SOUTHEAST CONCRETE ABUTMENT OF A TRESTLE OVER A CREEK, 6.1 FEET
 LB0718'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT LOWER THAN THE
 LB0718'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0719 ***********************************************************************
 LB0719  DESIGNATION -  L 89 RESET
 LB0719  PID         -  LB0719
 LB0719  STATE/COUNTY-  IN/CLINTON
 LB0719  COUNTRY     -  US
 LB0719  USGS QUAD   -  FRANKFORT (2019)
 LB0719
 LB0719                         *CURRENT SURVEY CONTROL
 LB0719  ______________________________________________________________________
 LB0719* NAD 83(1986) POSITION- 40 19 22.     (N) 086 37 24.     (W)   SCALED
 LB0719* NAVD 88 ORTHO HEIGHT -   229.63  (meters)      753.4   (feet) RESET
 LB0719  ______________________________________________________________________
 LB0719  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 LB0719  VERT ORDER      -  THIRD
 LB0719
 LB0719.The horizontal coordinates were scaled from a map and have
 LB0719.an estimated accuracy of +/- 6 seconds.
 LB0719
 LB0719.The orthometric height was computed from unverified reset data.
 LB0719
 LB0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0719.GEOID18 height accuracy estimate available here.
 LB0719
 LB0719.Click photographs - Photos may exist for this station.
 LB0719
 LB0719;                    North         East    Units  Estimated Accuracy
 LB0719;SPC IN W     -   563,460.      939,090.      MT  (+/- 180 meters Scaled)
 LB0719
 LB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK320636(NAD 83)
 LB0719
 LB0719                          SUPERSEDED SURVEY CONTROL
 LB0719
 LB0719  NGVD 29 (??/??/??)  229.74   (m)          753.7    (f) RESET       3  
 LB0719
 LB0719.Superseded values are not recommended for survey control.
 LB0719
 LB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0719.See file dsdata.pdf to determine how the superseded data were derived.
 LB0719
 LB0719_MARKER: DB = BENCH MARK DISK
 LB0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0719_SP_SET: ABUTMENT
 LB0719_STAMPING: L 89 RESET 1955
 LB0719_MARK LOGO: CGS
 LB0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0719
 LB0719  HISTORY     - Date     Condition        Report By
 LB0719  HISTORY     - 1955     MONUMENTED       NYSLRR
 LB0719
 LB0719                          STATION DESCRIPTION
 LB0719
 LB0719'DESCRIBED BY NEW YORK ST LOUIS RR 1955
 LB0719'2.6 MI SE FROM MULBERRY.
 LB0719'2.6 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0719'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, 12 1/2 RAILS
 LB0719'NORTHWEST OF MILEPOST S 241, AT BRIDGE 605 OVER WILD CAT CREEK,
 LB0719'IN THE TOP OF THE NORTHEAST END OF THE BACK WALL OF THE SOUTHEAST
 LB0719'ABUTMENT, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT
 LB0719'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 89 RESET 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2080 ***********************************************************************
 JZ2080  DESIGNATION -  L 9
 JZ2080  PID         -  JZ2080
 JZ2080  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2080  COUNTRY     -  US
 JZ2080  USGS QUAD   -  HOPE (2019)
 JZ2080
 JZ2080                         *CURRENT SURVEY CONTROL
 JZ2080  ______________________________________________________________________
 JZ2080* NAD 83(1986) POSITION- 39 17 02.     (N) 085 52 10.     (W)   SCALED
 JZ2080* NAVD 88 ORTHO HEIGHT -   201.548 (meters)      661.25  (feet) ADJUSTED
 JZ2080  ______________________________________________________________________
 JZ2080  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 JZ2080  DYNAMIC HEIGHT  -        201.425 (meters)      660.84  (feet) COMP
 JZ2080  MODELED GRAVITY -    980,011.7   (mgal)                       NAVD 88
 JZ2080
 JZ2080  VERT ORDER      -  FIRST     CLASS II
 JZ2080
 JZ2080.The horizontal coordinates were scaled from a map and have
 JZ2080.an estimated accuracy of +/- 6 seconds.
 JZ2080
 JZ2080.The orthometric height was determined by differential leveling and
 JZ2080.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2080.in June 1991.
 JZ2080
 JZ2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2080.GEOID18 height accuracy estimate available here.
 JZ2080
 JZ2080.Click photographs - Photos may exist for this station.
 JZ2080
 JZ2080.The dynamic height is computed by dividing the NAVD 88
 JZ2080.geopotential number by the normal gravity value computed on the
 JZ2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2080.degrees latitude (g = 980.6199 gals.).
 JZ2080
 JZ2080.The modeled gravity was interpolated from observed gravity values.
 JZ2080
 JZ2080;                    North         East    Units  Estimated Accuracy
 JZ2080;SPC IN E     -   448,030.       82,510.      MT  (+/- 180 meters Scaled)
 JZ2080
 JZ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ975488(NAD 83)
 JZ2080
 JZ2080                          SUPERSEDED SURVEY CONTROL
 JZ2080
 JZ2080  NGVD 29 (??/??/92)  201.668  (m)          661.64   (f) ADJ UNCH    1 2
 JZ2080
 JZ2080.Superseded values are not recommended for survey control.
 JZ2080
 JZ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2080.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2080
 JZ2080_MARKER: DB = BENCH MARK DISK
 JZ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2080_STAMPING: 661.639 201.668 M L 9 1930
 JZ2080_MARK LOGO: CGS
 JZ2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2080+STABILITY: SURFACE MOTION
 JZ2080
 JZ2080  HISTORY     - Date     Condition        Report By
 JZ2080  HISTORY     - 1930     MONUMENTED       CGS
 JZ2080  HISTORY     - 1944     GOOD             CGS
 JZ2080
 JZ2080                          STATION DESCRIPTION
 JZ2080
 JZ2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JZ2080'AT CLIFFORD.
 JZ2080'AT CLIFFORD, BARTHOLOMEW COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JZ2080'ABOUT 200 YARDS NORTH OF A ROAD CROSSING, DIRECTLY WEST OF
 JZ2080'SECTION HOUSE 26, AND 21.7 FEET WEST OF THE WEST RAIL.  A STANDARD
 JZ2080'DISK, STAMPED 661.639 201.668 M L 9 1930 AND SET IN THE TOP
 JZ2080'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1939 ***********************************************************************
 LB1939  DESIGNATION -  L 90
 LB1939  PID         -  LB1939
 LB1939  STATE/COUNTY-  IN/NEWTON
 LB1939  COUNTRY     -  US
 LB1939  USGS QUAD   -  SHELDON (2018)
 LB1939
 LB1939                         *CURRENT SURVEY CONTROL
 LB1939  ______________________________________________________________________
 LB1939* NAD 83(1986) POSITION- 40 46 12.     (N) 087 31 10.     (W)   SCALED
 LB1939* NAVD 88 ORTHO HEIGHT -   205.988 (meters)      675.81  (feet) ADJUSTED
 LB1939  ______________________________________________________________________
 LB1939  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 LB1939  DYNAMIC HEIGHT  -        205.894 (meters)      675.50  (feet) COMP
 LB1939  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 LB1939
 LB1939  VERT ORDER      -  SECOND    CLASS 0
 LB1939
 LB1939.The horizontal coordinates were scaled from a map and have
 LB1939.an estimated accuracy of +/- 6 seconds.
 LB1939
 LB1939.The orthometric height was determined by differential leveling and
 LB1939.adjusted by the NATIONAL GEODETIC SURVEY
 LB1939.in June 1991.
 LB1939
 LB1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1939.GEOID18 height accuracy estimate available here.
 LB1939
 LB1939.Click photographs - Photos may exist for this station.
 LB1939
 LB1939.The dynamic height is computed by dividing the NAVD 88
 LB1939.geopotential number by the normal gravity value computed on the
 LB1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1939.degrees latitude (g = 980.6199 gals.).
 LB1939
 LB1939.The modeled gravity was interpolated from observed gravity values.
 LB1939
 LB1939;                    North         East    Units  Estimated Accuracy
 LB1939;SPC IN W     -   613,110.      863,180.      MT  (+/- 180 meters Scaled)
 LB1939
 LB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL561133(NAD 83)
 LB1939
 LB1939                          SUPERSEDED SURVEY CONTROL
 LB1939
 LB1939  NGVD 29 (??/??/92)  206.051  (m)          676.02   (f) ADJ UNCH    2 0
 LB1939
 LB1939.Superseded values are not recommended for survey control.
 LB1939
 LB1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1939.See file dsdata.pdf to determine how the superseded data were derived.
 LB1939
 LB1939_MARKER: DB = BENCH MARK DISK
 LB1939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1939_SP_SET: CULVERT GUARD WALL
 LB1939_STAMPING: L 90 1934
 LB1939_MARK LOGO: CGS
 LB1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1939+STABILITY: SURFACE MOTION
 LB1939
 LB1939  HISTORY     - Date     Condition        Report By
 LB1939  HISTORY     - 1934     MONUMENTED       CGS
 LB1939  HISTORY     - 20071013 MARK NOT FOUND   GEOCAC
 LB1939
 LB1939                          STATION DESCRIPTION
 LB1939
 LB1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1939'3.5 MI W FROM KENTLAND.
 LB1939'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1939'AT KENTLAND, NEWTON COUNTY, ONE POLE EAST OF MILEPOST 61, AT AN
 LB1939'18-FOOT CULVERT ON U.S. HIGHWAY 24, IN THE CENTER OF THE TOP OF
 LB1939'THE SOUTH GUARD WALL, 65 FEET NORTH OF THE CENTERLINE OF THE
 LB1939'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LB1939'STAMPED L 90 1934.
 LB1939
 LB1939                          STATION RECOVERY (2007)
 LB1939
 LB1939'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1939'CULVERT REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2721 ***********************************************************************
 LB2721  DESIGNATION -  L 90 RESET
 LB2721  PID         -  LB2721
 LB2721  STATE/COUNTY-  IN/NEWTON
 LB2721  COUNTRY     -  US
 LB2721  USGS QUAD   -  SHELDON (2018)
 LB2721
 LB2721                         *CURRENT SURVEY CONTROL
 LB2721  ______________________________________________________________________
 LB2721* NAD 83(1986) POSITION- 40 46 12.     (N) 087 31 10.     (W)   SCALED
 LB2721* NAVD 88 ORTHO HEIGHT -   206.12  (meters)      676.2   (feet) RESET
 LB2721  ______________________________________________________________________
 LB2721  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 LB2721  VERT ORDER      -  THIRD
 LB2721
 LB2721.The horizontal coordinates were scaled from a map and have
 LB2721.an estimated accuracy of +/- 6 seconds.
 LB2721
 LB2721.The orthometric height was computed from unverified reset data.
 LB2721
 LB2721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2721.GEOID18 height accuracy estimate available here.
 LB2721
 LB2721.Click photographs - Photos may exist for this station.
 LB2721
 LB2721;                    North         East    Units  Estimated Accuracy
 LB2721;SPC IN W     -   613,110.      863,180.      MT  (+/- 180 meters Scaled)
 LB2721
 LB2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL561133(NAD 83)
 LB2721
 LB2721                          SUPERSEDED SURVEY CONTROL
 LB2721
 LB2721  NGVD 29 (08/22/16)  206.19   (m)          676.5    (f) RESET       3  
 LB2721
 LB2721.Superseded values are not recommended for survey control.
 LB2721
 LB2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2721.See file dsdata.pdf to determine how the superseded data were derived.
 LB2721
 LB2721_MARKER: DV = VERTICAL CONTROL DISK
 LB2721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2721_SP_SET: HEADWALL
 LB2721_STAMPING: L 90 RESET 1984
 LB2721_MARK LOGO: NGS
 LB2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2721+STABILITY: SURFACE MOTION
 LB2721
 LB2721  HISTORY     - Date     Condition        Report By
 LB2721  HISTORY     - 1984     MONUMENTED       NGS
 LB2721  HISTORY     - 20071013 MARK NOT FOUND   GEOCAC
 LB2721
 LB2721                          STATION DESCRIPTION
 LB2721
 LB2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LB2721'IN KENTLAND.
 LB2721'5.47 KM (3.40 MI) WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB2721'STATION IN KENTLAND, AT A PRIVATE CROSSROAD OVER TRACKS TO ENTER
 LB2721'FIELD AND JUST 0.80 KM (0.50 MI) EAST FROM INDIANA - ILLINOIS STATE
 LB2721'LINE, 20.12 M (66.0 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 24,
 LB2721'3.05 M (10.0 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACKS, 11.89
 LB2721'M (39.0 FT) EAST FROM THE CENTERLINE OF FIELD ENTRANCE ROAD AND 0.61
 LB2721'M (2.0 FT) NORTH FROM A WITNESS POST, AND ABOUT LEVEL WITH THE
 LB2721'HIGHWAY.
 LB2721
 LB2721                          STATION RECOVERY (2007)
 LB2721
 LB2721'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2721'CULVERT REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0060 ***********************************************************************
 LB0060  DESIGNATION -  L 91
 LB0060  PID         -  LB0060
 LB0060  STATE/COUNTY-  IN/CASS
 LB0060  COUNTRY     -  US
 LB0060  USGS QUAD   -  ANOKA (2019)
 LB0060
 LB0060                         *CURRENT SURVEY CONTROL
 LB0060  ______________________________________________________________________
 LB0060* NAD 83(1986) POSITION- 40 44 41.     (N) 086 20 57.     (W)   SCALED
 LB0060* NAVD 88 ORTHO HEIGHT -   185.528 (meters)      608.69  (feet) ADJUSTED
 LB0060  ______________________________________________________________________
 LB0060  GEOID HEIGHT    -        -34.192 (meters)                     GEOID18
 LB0060  DYNAMIC HEIGHT  -        185.439 (meters)      608.39  (feet) COMP
 LB0060  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 LB0060
 LB0060  VERT ORDER      -  SECOND    CLASS 0
 LB0060
 LB0060.The horizontal coordinates were scaled from a map and have
 LB0060.an estimated accuracy of +/- 6 seconds.
 LB0060
 LB0060.The orthometric height was determined by differential leveling and
 LB0060.adjusted by the NATIONAL GEODETIC SURVEY
 LB0060.in June 1991.
 LB0060
 LB0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0060.GEOID18 height accuracy estimate available here.
 LB0060
 LB0060.Click photographs - Photos may exist for this station.
 LB0060
 LB0060.The dynamic height is computed by dividing the NAVD 88
 LB0060.geopotential number by the normal gravity value computed on the
 LB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0060.degrees latitude (g = 980.6199 gals.).
 LB0060
 LB0060.The modeled gravity was interpolated from observed gravity values.
 LB0060
 LB0060;                    North         East    Units  Estimated Accuracy
 LB0060;SPC IN E     -   610,430.       42,360.      MT  (+/- 180 meters Scaled)
 LB0060
 LB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL549106(NAD 83)
 LB0060
 LB0060                          SUPERSEDED SURVEY CONTROL
 LB0060
 LB0060  NGVD 29 (??/??/92)  185.648  (m)          609.08   (f) ADJ UNCH    2 0
 LB0060
 LB0060.Superseded values are not recommended for survey control.
 LB0060
 LB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0060.See file dsdata.pdf to determine how the superseded data were derived.
 LB0060
 LB0060_MARKER: DB = BENCH MARK DISK
 LB0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0060_SP_SET: BRIDGE ABUTMENT
 LB0060_STAMPING: L 91 1938
 LB0060_MARK LOGO: CGS
 LB0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0060
 LB0060  HISTORY     - Date     Condition        Report By
 LB0060  HISTORY     - 1938     MONUMENTED       CGS
 LB0060  HISTORY     - 1969     GOOD             BRADY
 LB0060  HISTORY     - 20101027 MARK NOT FOUND   INDOT
 LB0060
 LB0060                          STATION DESCRIPTION
 LB0060
 LB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0060'1.3 MI SE FROM LOGANSPORT.
 LB0060'1.3 MILES SOUTHEAST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0060'PENNSYLVANIA RAILROAD FROM THE STATION AT LOGANSPORT, CASS COUNTY,
 LB0060'0.3 MILE NORTHWEST OF RACE SWITCH TOWER, AT A BRIDGE OVER WABASH
 LB0060'RIVER, ON THE NORTHEAST END OF THE NORTHWEST ABUTMENT, 12 FEET
 LB0060'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND TRACK, AND 1 FOOT
 LB0060'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 91 1938.
 LB0060
 LB0060                          STATION RECOVERY (1969)
 LB0060
 LB0060'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0060'RECOVERED IN GOOD CONDITION.
 LB0060
 LB0060                          STATION RECOVERY (2010)
 LB0060
 LB0060'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLF)
 LB0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1672 ***********************************************************************
 HZ1672  DESIGNATION -  L 92
 HZ1672  PID         -  HZ1672
 HZ1672  STATE/COUNTY-  IN/JENNINGS
 HZ1672  COUNTRY     -  US
 HZ1672  USGS QUAD   -  HAYDEN (2019)
 HZ1672
 HZ1672                         *CURRENT SURVEY CONTROL
 HZ1672  ______________________________________________________________________
 HZ1672* NAD 83(1986) POSITION- 38 59 30.54   (N) 085 40 38.11   (W)   HD_HELD1
 HZ1672* NAVD 88 ORTHO HEIGHT -   214.868 (meters)      704.95  (feet) ADJUSTED
 HZ1672  ______________________________________________________________________
 HZ1672  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 HZ1672  DYNAMIC HEIGHT  -        214.732 (meters)      704.50  (feet) COMP
 HZ1672  MODELED GRAVITY -    979,989.5   (mgal)                       NAVD 88
 HZ1672
 HZ1672  VERT ORDER      -  FIRST     CLASS II
 HZ1672
 HZ1672.The horizontal coordinates were determined by differentially corrected
 HZ1672.hand held GPS observations or other comparable positioning techniques
 HZ1672.and have an estimated accuracy of +/- 3 meters.
 HZ1672
 HZ1672.The orthometric height was determined by differential leveling and
 HZ1672.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1672.in June 1991.
 HZ1672
 HZ1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1672.GEOID18 height accuracy estimate available here.
 HZ1672
 HZ1672.Click photographs - Photos may exist for this station.
 HZ1672
 HZ1672.The dynamic height is computed by dividing the NAVD 88
 HZ1672.geopotential number by the normal gravity value computed on the
 HZ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1672.degrees latitude (g = 980.6199 gals.).
 HZ1672
 HZ1672.The modeled gravity was interpolated from observed gravity values.
 HZ1672
 HZ1672;                    North         East    Units  Estimated Accuracy
 HZ1672;SPC IN E     -   415,587.9      99,082.9     MT  (+/- 3 meters HH1 GPS) 
 HZ1672
 HZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1455416700(NAD 83)
 HZ1672
 HZ1672                          SUPERSEDED SURVEY CONTROL
 HZ1672
 HZ1672  NGVD 29 (??/??/92)  214.988  (m)          705.34   (f) ADJ UNCH    1 2
 HZ1672
 HZ1672.Superseded values are not recommended for survey control.
 HZ1672
 HZ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1672.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1672
 HZ1672_MARKER: DB = BENCH MARK DISK
 HZ1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1672_SP_SET: SIGNAL TOWER BASE
 HZ1672_STAMPING: L 92 1938
 HZ1672_MARK LOGO: CGS
 HZ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1672+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2010
 HZ1672
 HZ1672  HISTORY     - Date     Condition        Report By
 HZ1672  HISTORY     - 1938     MONUMENTED       CGS
 HZ1672  HISTORY     - 20100111 GOOD             INDIV
 HZ1672  HISTORY     - 20230711 MARK NOT FOUND   INDOT
 HZ1672
 HZ1672                          STATION DESCRIPTION
 HZ1672
 HZ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HZ1672'3.4 MI W FROM NORTH VERNON.
 HZ1672'3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HZ1672'STATION AT NORTH VERNON, JENNINGS COUNTY, 3.4 MILES EAST OF THE
 HZ1672'FLAG STOP AT HAYDEN, 2.8 MILES WEST OF WHITCOMB, AT POLE 75/19, IN
 HZ1672'THE TOP OF THE BASE OF SIGNAL TOWER 75.5, AND 10 FEET NORTH OF
 HZ1672'THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED L 92 1938.
 HZ1672
 HZ1672                          STATION RECOVERY (2010)
 HZ1672
 HZ1672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1672'MONUMENT WAS ACCESSED THROUGH PRIVATE LAND.  MONUMENT WAS LOCATED WITH
 HZ1672'DUAL VECTOR RTK FROM THE INDIANA DEPARTMENT OF TRANSPORTATION INCORS.
 HZ1672'LAT. 38 59 30.53971 N LONG 85 40 38.10867 W.  THE LAT AND LONG
 HZ1672'PROVIDED IS INTENDED TO ASSIST IN THE RECOVERY OF THIS MONUMENT AND IN
 HZ1672'NO WAY REPRESENTS PUBLISHED HORIZONTAL VALUES.
 HZ1672
 HZ1672                          STATION RECOVERY (2023)
 HZ1672
 HZ1672'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1672'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1875 ***********************************************************************
 JZ1875  DESIGNATION -  L 93 RESET
 JZ1875  PID         -  JZ1875
 JZ1875  STATE/COUNTY-  IN/RIPLEY
 JZ1875  COUNTRY     -  US
 JZ1875  USGS QUAD   -  VERSAILLES (2019)
 JZ1875
 JZ1875                         *CURRENT SURVEY CONTROL
 JZ1875  ______________________________________________________________________
 JZ1875* NAD 83(1986) POSITION- 39 06 02.     (N) 085 19 13.     (W)   SCALED
 JZ1875* NAVD 88 ORTHO HEIGHT -   296.92  (+/-2cm)      974.1   (feet) VERTCON3
 JZ1875  ______________________________________________________________________
 JZ1875  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 JZ1875  VERT ORDER      -  THIRD (See Below)
 JZ1875
 JZ1875.The horizontal coordinates were scaled from a map and have
 JZ1875.an estimated accuracy of +/- 6 seconds.
 JZ1875
 JZ1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1875
 JZ1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1875.GEOID18 height accuracy estimate available here.
 JZ1875
 JZ1875.The vertical order pertains to the NGVD 29 superseded value.
 JZ1875
 JZ1875.Click photographs - Photos may exist for this station.
 JZ1875
 JZ1875;                    North         East    Units  Estimated Accuracy
 JZ1875;SPC IN E     -   427,720.      129,960.      MT  (+/- 180 meters Scaled)
 JZ1875
 JZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ452292(NAD 83)
 JZ1875
 JZ1875                          SUPERSEDED SURVEY CONTROL
 JZ1875
 JZ1875  NGVD 29 (08/22/16)  297.06   (m)          974.6    (f) RESET       3  
 JZ1875
 JZ1875.Superseded values are not recommended for survey control.
 JZ1875
 JZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1875.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1875
 JZ1875_MARKER: DB = BENCH MARK DISK
 JZ1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1875_STAMPING: L 93 RESET 1957
 JZ1875_MARK LOGO: CGS
 JZ1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1875+STABILITY: SURFACE MOTION
 JZ1875
 JZ1875  HISTORY     - Date     Condition        Report By
 JZ1875  HISTORY     - 1957     MONUMENTED       CGS
 JZ1875  HISTORY     - 1961     MARK NOT FOUND   CGS
 JZ1875
 JZ1875                          STATION DESCRIPTION
 JZ1875
 JZ1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1875'2.2 MI SW FROM OSGOOD.
 JZ1875'2.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1875'THE STATION AT OSGOOD, 1.6 MILES NORTHEAST OF DABNEY, 12 RAILS
 JZ1875'NORTHEAST OF MILE POST C 54, 0.2 MILE WEST OF A ROAD CROSSING,
 JZ1875'28.9 FEET SOUTHEAST OF SOUTHEAST RAIL, 4.7 FEET WEST OF TELEPHONE
 JZ1875'POLE NO. 53-49, ABOUT 3 FEET BELOW LEVEL OF TRACKS, SET IN
 JZ1875'THE TOP OF A PRE-CAST POST, PROJECTING 6 INCHES.  NOTE-- THESE
 JZ1875'POLES ARE NUMBERED EVERY TENTH POLE FROM MILE POST.  NOTE-- PROBABLY
 JZ1875'DESTROYED BY GRADING FOR NEW DITCH.
 JZ1875
 JZ1875                          STATION RECOVERY (1961)
 JZ1875
 JZ1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JZ1875'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1691 ***********************************************************************
 LB1691  DESIGNATION -  L 94
 LB1691  PID         -  LB1691
 LB1691  STATE/COUNTY-  IN/TIPPECANOE
 LB1691  COUNTRY     -  US
 LB1691  USGS QUAD   -  WINGATE (2019)
 LB1691
 LB1691                         *CURRENT SURVEY CONTROL
 LB1691  ______________________________________________________________________
 LB1691* NAD 83(1986) POSITION- 40 14 00.     (N) 087 04 23.     (W)   SCALED
 LB1691* NAVD 88 ORTHO HEIGHT -   221.877 (meters)      727.94  (feet) ADJUSTED
 LB1691  ______________________________________________________________________
 LB1691  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 LB1691  DYNAMIC HEIGHT  -        221.765 (meters)      727.57  (feet) COMP
 LB1691  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 LB1691
 LB1691  VERT ORDER      -  SECOND    CLASS 0
 LB1691
 LB1691.The horizontal coordinates were scaled from a map and have
 LB1691.an estimated accuracy of +/- 6 seconds.
 LB1691
 LB1691.The orthometric height was determined by differential leveling and
 LB1691.adjusted by the NATIONAL GEODETIC SURVEY
 LB1691.in June 1991.
 LB1691
 LB1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1691.GEOID18 height accuracy estimate available here.
 LB1691
 LB1691.Click photographs - Photos may exist for this station.
 LB1691
 LB1691.The dynamic height is computed by dividing the NAVD 88
 LB1691.geopotential number by the normal gravity value computed on the
 LB1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1691.degrees latitude (g = 980.6199 gals.).
 LB1691
 LB1691.The modeled gravity was interpolated from observed gravity values.
 LB1691
 LB1691;                    North         East    Units  Estimated Accuracy
 LB1691;SPC IN W     -   553,430.      900,880.      MT  (+/- 180 meters Scaled)
 LB1691
 LB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937536(NAD 83)
 LB1691
 LB1691                          SUPERSEDED SURVEY CONTROL
 LB1691
 LB1691  NGVD 29 (??/??/92)  221.959  (m)          728.21   (f) ADJ UNCH    2 0
 LB1691
 LB1691.Superseded values are not recommended for survey control.
 LB1691
 LB1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1691.See file dsdata.pdf to determine how the superseded data were derived.
 LB1691
 LB1691_MARKER: DB = BENCH MARK DISK
 LB1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1691_STAMPING: L 94 1946
 LB1691_MARK LOGO: CGS
 LB1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1691+STABILITY: SURFACE MOTION
 LB1691
 LB1691  HISTORY     - Date     Condition        Report By
 LB1691  HISTORY     - 1946     MONUMENTED       CGS
 LB1691
 LB1691                          STATION DESCRIPTION
 LB1691
 LB1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1691'3.8 MI S FROM ODELL.
 LB1691'ABOUT 3.85 MILES SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1691'WITH STATE HIGHWAY 28 AT ODELL, 37 FEET WEST OF THE CENTER LINE
 LB1691'OF THE HIGHWAY, 30 FEET SOUTHWEST OF A 10 INCH WALNUT TREE, 15
 LB1691'FEET SOUTH OF THE CENTER LINE OF A GRAVEL DRIVE WAY, 1 FOOT EAST
 LB1691'OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LB1691'AND ABOUT LEVEL WITH THE HIGHWAY.  THIS MARK MAY BE REACHED FROM
 LB1691'THE POST OFFICE AT WINGATE BY GOING ABOUT 4.3 MILES NORTH ALONG
 LB1691'STATE HIGHWAY 25.  A STANDARD DISK, STAMPED L 94 1946 AND SET IN
 LB1691'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1925 ***********************************************************************
 JZ1925  DESIGNATION -  L 94
 JZ1925  PID         -  JZ1925
 JZ1925  STATE/COUNTY-  IN/DEARBORN
 JZ1925  COUNTRY     -  US
 JZ1925  USGS QUAD   -  DILLSBORO (2019)
 JZ1925
 JZ1925                         *CURRENT SURVEY CONTROL
 JZ1925  ______________________________________________________________________
 JZ1925* NAD 83(1986) POSITION- 39 02 25.     (N) 085 00 53.     (W)   SCALED
 JZ1925* NAVD 88 ORTHO HEIGHT -   165.324 (meters)      542.40  (feet) POSTED
 JZ1925  ______________________________________________________________________
 JZ1925  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 JZ1925  DYNAMIC HEIGHT  -        165.22  (meters)      542.1   (feet) COMP
 JZ1925  MODELED GRAVITY -    979,986.0   (mgal)                       NAVD 88
 JZ1925
 JZ1925  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1925
 JZ1925.The horizontal coordinates were scaled from a map and have
 JZ1925.an estimated accuracy of +/- 6 seconds.
 JZ1925
 JZ1925.The orthometric height was determined by differential leveling
 JZ1925.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1925
 JZ1925.* This is a POSTED BENCH MARK height.
 JZ1925
 JZ1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1925.GEOID18 height accuracy estimate available here.
 JZ1925
 JZ1925.Click photographs - Photos may exist for this station.
 JZ1925
 JZ1925.The dynamic height is computed by dividing the NAVD 88
 JZ1925.geopotential number by the normal gravity value computed on the
 JZ1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1925.degrees latitude (g = 980.6199 gals.).
 JZ1925
 JZ1925.The modeled gravity was interpolated from observed gravity values.
 JZ1925
 JZ1925;                    North         East    Units  Estimated Accuracy
 JZ1925;SPC IN E     -   421,170.      156,440.      MT  (+/- 180 meters Scaled)
 JZ1925
 JZ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ718231(NAD 83)
 JZ1925
 JZ1925                          SUPERSEDED SURVEY CONTROL
 JZ1925
 JZ1925  NGVD 29 (??/??/92)  165.521  (m)          543.05   (f) ADJ UNCH    1 2
 JZ1925
 JZ1925.Superseded values are not recommended for survey control.
 JZ1925
 JZ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1925.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1925
 JZ1925_MARKER: DB = BENCH MARK DISK
 JZ1925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1925_SP_SET: STEP
 JZ1925_STAMPING: L 94 1938
 JZ1925_MARK LOGO: CGS
 JZ1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1925
 JZ1925  HISTORY     - Date     Condition        Report By
 JZ1925  HISTORY     - 1938     MONUMENTED       CGS
 JZ1925
 JZ1925                          STATION DESCRIPTION
 JZ1925
 JZ1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1925'1.7 MI E FROM DILLSBORO.
 JZ1925'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1925'STATION AT DILLSBORO, DEARBORN COUNTY, NEAR THE SOUTHEAST END
 JZ1925'OF A CURVE, 25 YARDS SOUTHEAST OF A BRIDGE, 18 YARDS WEST OF
 JZ1925'POLE 32/10, AT CULVERT NO. 32.25, IN THE TOP OF THE SECOND
 JZ1925'STEP BELOW THE TRACK, 5 YARDS SOUTH OF THE SOUTHEAST RAIL,
 JZ1925'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JZ1925'L 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1644 ***********************************************************************
 LB1644  DESIGNATION -  L 95
 LB1644  PID         -  LB1644
 LB1644  STATE/COUNTY-  IN/TIPPECANOE
 LB1644  COUNTRY     -  US
 LB1644  USGS QUAD   -  WESTPOINT (2019)
 LB1644
 LB1644                         *CURRENT SURVEY CONTROL
 LB1644  ______________________________________________________________________
 LB1644* NAD 83(1986) POSITION- 40 20 47.     (N) 087 05 30.     (W)   SCALED
 LB1644* NAVD 88 ORTHO HEIGHT -   176.153 (meters)      577.93  (feet) ADJUSTED
 LB1644  ______________________________________________________________________
 LB1644  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 LB1644  DYNAMIC HEIGHT  -        176.068 (meters)      577.65  (feet) COMP
 LB1644  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 LB1644
 LB1644  VERT ORDER      -  SECOND    CLASS 0
 LB1644
 LB1644.The horizontal coordinates were scaled from a map and have
 LB1644.an estimated accuracy of +/- 6 seconds.
 LB1644
 LB1644.The orthometric height was determined by differential leveling and
 LB1644.adjusted by the NATIONAL GEODETIC SURVEY
 LB1644.in June 1991.
 LB1644
 LB1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1644.GEOID18 height accuracy estimate available here.
 LB1644
 LB1644.Click photographs - Photos may exist for this station.
 LB1644
 LB1644.The dynamic height is computed by dividing the NAVD 88
 LB1644.geopotential number by the normal gravity value computed on the
 LB1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1644.degrees latitude (g = 980.6199 gals.).
 LB1644
 LB1644.The modeled gravity was interpolated from observed gravity values.
 LB1644
 LB1644;                    North         East    Units  Estimated Accuracy
 LB1644;SPC IN W     -   565,980.      899,290.      MT  (+/- 180 meters Scaled)
 LB1644
 LB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK922662(NAD 83)
 LB1644
 LB1644                          SUPERSEDED SURVEY CONTROL
 LB1644
 LB1644  NGVD 29 (??/??/92)  176.235  (m)          578.20   (f) ADJ UNCH    2 0
 LB1644
 LB1644.Superseded values are not recommended for survey control.
 LB1644
 LB1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1644.See file dsdata.pdf to determine how the superseded data were derived.
 LB1644
 LB1644_MARKER: DB = BENCH MARK DISK
 LB1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1644_STAMPING: L 95 1946
 LB1644_MARK LOGO: CGS
 LB1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1644+STABILITY: SURFACE MOTION
 LB1644
 LB1644  HISTORY     - Date     Condition        Report By
 LB1644  HISTORY     - 1946     MONUMENTED       CGS
 LB1644
 LB1644                          STATION DESCRIPTION
 LB1644
 LB1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1644'3 MI SW FROM WEST POINT.
 LB1644'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1644'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 2.6 MILES WEST ALONG
 LB1644'A GRAVEL ROAD LEADING TO RIVERSIDE AND ATTICA, AT THE JUNCTION OF
 LB1644'A NORTH-SOUTH GRAVEL ROAD, AT THE TIPPECANOE-FOUNTAIN COUNTY
 LB1644'LINE, 37 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LB1644'36 FEET NORTH OF THE CENTER OF THE NORTH FORK OF A Y FORMED BY
 LB1644'THE ROAD EAST, 30 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN, 34
 LB1644'FEET SOUTHEAST OF A FENCE CORNER POST, 2 FEET WEST OF A WHITE
 LB1644'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB1644'DISK, STAMPED L 95 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1644'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1682 ***********************************************************************
 LB1682  DESIGNATION -  L 96
 LB1682  PID         -  LB1682
 LB1682  STATE/COUNTY-  IN/MONTGOMERY
 LB1682  COUNTRY     -  US
 LB1682  USGS QUAD   -  WINGATE (2019)
 LB1682
 LB1682                         *CURRENT SURVEY CONTROL
 LB1682  ______________________________________________________________________
 LB1682* NAD 83(1986) POSITION- 40 08 05.47   (N) 087 03 43.16   (W)   HD_HELD1
 LB1682* NAVD 88 ORTHO HEIGHT -   248.109 (meters)      814.00  (feet) ADJUSTED
 LB1682  ______________________________________________________________________
 LB1682  GEOID HEIGHT    -        -33.340 (meters)                     GEOID18
 LB1682  DYNAMIC HEIGHT  -        247.978 (meters)      813.57  (feet) COMP
 LB1682  MODELED GRAVITY -    980,092.7   (mgal)                       NAVD 88
 LB1682
 LB1682  VERT ORDER      -  SECOND    CLASS 0
 LB1682
 LB1682.The horizontal coordinates were determined by differentially corrected
 LB1682.hand held GPS observations or other comparable positioning techniques
 LB1682.and have an estimated accuracy of +/- 3 meters.
 LB1682
 LB1682.The orthometric height was determined by differential leveling and
 LB1682.adjusted by the NATIONAL GEODETIC SURVEY
 LB1682.in June 1991.
 LB1682
 LB1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1682.GEOID18 height accuracy estimate available here.
 LB1682
 LB1682.Click photographs - Photos may exist for this station.
 LB1682
 LB1682.The dynamic height is computed by dividing the NAVD 88
 LB1682.geopotential number by the normal gravity value computed on the
 LB1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1682.degrees latitude (g = 980.6199 gals.).
 LB1682
 LB1682.The modeled gravity was interpolated from observed gravity values.
 LB1682
 LB1682;                    North         East    Units  Estimated Accuracy
 LB1682;SPC IN W     -   542,490.9     901,819.0     MT  (+/- 3 meters HH1 GPS) 
 LB1682
 LB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9471942726(NAD 83)
 LB1682
 LB1682                          SUPERSEDED SURVEY CONTROL
 LB1682
 LB1682  NGVD 29 (??/??/92)  248.188  (m)          814.26   (f) ADJ UNCH    2 0
 LB1682
 LB1682.Superseded values are not recommended for survey control.
 LB1682
 LB1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1682.See file dsdata.pdf to determine how the superseded data were derived.
 LB1682
 LB1682_MARKER: DB = BENCH MARK DISK
 LB1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1682_STAMPING: L 96 1946
 LB1682_MARK LOGO: CGS
 LB1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1682+STABILITY: SURFACE MOTION
 LB1682
 LB1682  HISTORY     - Date     Condition        Report By
 LB1682  HISTORY     - 1946     MONUMENTED       CGS
 LB1682
 LB1682                          STATION DESCRIPTION
 LB1682
 LB1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1682'2.5 MI W FROM ELMDALE.
 LB1682'ABOUT 2.5 MILES WEST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 LB1682'JUNCTION OF STATE HIGHWAY 55 AT ELMDALE, 0.35 MILE EAST OF THE
 LB1682'JUNCTION OF STATE HIGHWAY 25, 54 FEET SOUTH OF A 14 INCH MAPLE
 LB1682'TREE, 37 FEET SOUTH OF A 36 INCH DEAD TREE, 19 FEET NORTH OF THE
 LB1682'CENER LINE OF THE ROAD, 13 FEET EAST OF THE CENTER OF A GATE,
 LB1682'2 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 LB1682'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 LB1682'STAMPED L 96 1946 AND SET IN THE TOP OF A CONCRETE POST.  THIS
 LB1682'MARK MAY BE REACHED FROM THE POST OFFICE AT WINGATE BY GOING
 LB1682'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 25, THENCE ABOUT 0.35
 LB1682'MILE EAST ALONG A GRAVEL ROAD.  IT MAY BE REACHED FROM THE POST
 LB1682'OFFICE AT WAYNETOWN BY GOING ABOUT 2.95 MILES NORTH ALONG STATE
 LB1682'HIGHWAY 25, THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1519 ***********************************************************************
 LB1519  DESIGNATION -  L 98
 LB1519  PID         -  LB1519
 LB1519  STATE/COUNTY-  IN/WARREN
 LB1519  COUNTRY     -  US
 LB1519  USGS QUAD   -  CHATTERTON (2019)
 LB1519
 LB1519                         *CURRENT SURVEY CONTROL
 LB1519  ______________________________________________________________________
 LB1519* NAD 83(1986) POSITION- 40 22 45.     (N) 087 14 38.     (W)   SCALED
 LB1519* NAVD 88 ORTHO HEIGHT -   215.063 (meters)      705.59  (feet) ADJUSTED
 LB1519  ______________________________________________________________________
 LB1519  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 LB1519  DYNAMIC HEIGHT  -        214.955 (meters)      705.23  (feet) COMP
 LB1519  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 LB1519
 LB1519  VERT ORDER      -  SECOND    CLASS 0
 LB1519
 LB1519.The horizontal coordinates were scaled from a map and have
 LB1519.an estimated accuracy of +/- 6 seconds.
 LB1519
 LB1519.The orthometric height was determined by differential leveling and
 LB1519.adjusted by the NATIONAL GEODETIC SURVEY
 LB1519.in June 1991.
 LB1519
 LB1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1519.GEOID18 height accuracy estimate available here.
 LB1519
 LB1519.Click photographs - Photos may exist for this station.
 LB1519
 LB1519.The dynamic height is computed by dividing the NAVD 88
 LB1519.geopotential number by the normal gravity value computed on the
 LB1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1519.degrees latitude (g = 980.6199 gals.).
 LB1519
 LB1519.The modeled gravity was interpolated from observed gravity values.
 LB1519
 LB1519;                    North         East    Units  Estimated Accuracy
 LB1519;SPC IN W     -   569,630.      886,370.      MT  (+/- 180 meters Scaled)
 LB1519
 LB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792698(NAD 83)
 LB1519
 LB1519                          SUPERSEDED SURVEY CONTROL
 LB1519
 LB1519  NGVD 29 (??/??/92)  215.129  (m)          705.80   (f) ADJ UNCH    2 0
 LB1519
 LB1519.Superseded values are not recommended for survey control.
 LB1519
 LB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1519.See file dsdata.pdf to determine how the superseded data were derived.
 LB1519
 LB1519_MARKER: DB = BENCH MARK DISK
 LB1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1519_STAMPING: L 98 1946
 LB1519_MARK LOGO: CGS
 LB1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1519+STABILITY: SURFACE MOTION
 LB1519
 LB1519  HISTORY     - Date     Condition        Report By
 LB1519  HISTORY     - 1946     MONUMENTED       CGS
 LB1519
 LB1519                          STATION DESCRIPTION
 LB1519
 LB1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1519'5.4 MI SE FROM PINE VILLAGE.
 LB1519'ABOUT 3.45 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 LB1519'OFFICE AT PINE VILLAGE, THENCE 0.2 MILE WEST ALONG A GRAVEL
 LB1519'ROAD, THENCE ABOUT 1.75 MILES SOUTH AND EAST ALONG A WINDING
 LB1519'GRAVEL ROAD, 33 FEET NORTH OF A WILD CHERRY TREE, 24 FEET WEST
 LB1519'OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER LINE
 LB1519'OF A ROAD LEADING TO A RED BARN, 1 FOOT WEST OF A FENCE LINE, 2
 LB1519'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 LB1519'THE ROAD.  A STANDARD DISK, STAMPED L 98 1946 AND SET IN A CONCRETE
 LB1519'POST.  MARK IS ABOUT 0.55 MILE SOUTH OF THE J.N. RHODES AND
 LB1519'SONS FARM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2397 ***********************************************************************
 ME2397  DESIGNATION -  LA CROSSE
 ME2397  PID         -  ME2397
 ME2397  STATE/COUNTY-  IN/LA PORTE
 ME2397  COUNTRY     -  US
 ME2397  USGS QUAD   -  LA CROSSE (2019)
 ME2397
 ME2397                         *CURRENT SURVEY CONTROL
 ME2397  ______________________________________________________________________
 ME2397* NAD 83(1997) POSITION- 41 18 09.52107(N) 086 52 48.17806(W)   ADJUSTED
 ME2397* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 ME2397  ______________________________________________________________________
 ME2397  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME2397  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 ME2397  HORZ ORDER      -  FIRST
 ME2397
 ME2397.The horizontal coordinates were established by classical geodetic methods
 ME2397.and adjusted by the National Geodetic Survey in May 1999.
 ME2397
 ME2397.The orthometric height was scaled from a topographic map.
 ME2397
 ME2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2397.GEOID18 height accuracy estimate available here.
 ME2397
 ME2397.Click photographs - Photos may exist for this station.
 ME2397
 ME2397.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2397
 ME2397. The following values were computed from the NAD 83(1997) position.
 ME2397
 ME2397;                    North         East     Units Scale Factor Converg.
 ME2397;SPC IN W     -   672,187.776   917,024.291   MT  0.99997023   +0 08 03.0
 ME2397;SPC IN W     - 2,205,336.06  3,008,603.86   sFT  0.99997023   +0 08 03.0
 ME2397;UTM  16      - 4,572,361.322   510,041.740   MT  0.99960124   +0 04 45.0
 ME2397
 ME2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2397!SPC IN W     -   0.99997333  x   0.99997023  =   0.99994356
 ME2397!UTM  16      -   0.99997333  x   0.99960124  =   0.99957458
 ME2397
 ME2397:                Primary Azimuth Mark                     Grid Az
 ME2397:SPC IN W     -  LA CROSSE AZ MK                          089 06 34.3
 ME2397:UTM  16      -  LA CROSSE AZ MK                          089 09 52.3
 ME2397
 ME2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1004172361(NAD 83)
 ME2397
 ME2397|---------------------------------------------------------------------|
 ME2397| PID    Reference Object                     Distance      Geod. Az  |
 ME2397|                                                           dddmmss.s |
 ME2397| CM2983 LA CROSSE AZ MK                                    0891437.3 |
 ME2397| CM2984 LA CROSSE RM 1                       24.696 METERS 13321     |
 ME2397| CM2985 LA CROSSE RM 2                       39.834 METERS 20238     |
 ME2397| ME0591 A 143                                              2351034.4 |
 ME2397| CM2986 LA CROSSE RM 3                       13.512 METERS 29733     |
 ME2397| ME2398 LA CROSSE MUNICIPAL TANK            APPROX. 1.9 KM 3245128.3 |
 ME2397|---------------------------------------------------------------------|
 ME2397
 ME2397                          SUPERSEDED SURVEY CONTROL
 ME2397
 ME2397  NAD 83(1986)-  41 18 09.52613(N)    086 52 48.18426(W) AD(       ) 1
 ME2397  NAD 27      -  41 18 09.38220(N)    086 52 48.10460(W) AD(       ) 1
 ME2397
 ME2397.Superseded values are not recommended for survey control.
 ME2397
 ME2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2397.See file dsdata.pdf to determine how the superseded data were derived.
 ME2397
 ME2397_MARKER: DS = TRIANGULATION STATION DISK
 ME2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2397_STAMPING: LA CROSSE 1948
 ME2397_MARK LOGO: CGS
 ME2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2397+STABILITY: SURFACE MOTION
 ME2397
 ME2397  HISTORY     - Date     Condition        Report By
 ME2397  HISTORY     - 1948     MONUMENTED       CGS
 ME2397  HISTORY     - 1952     GOOD             CGS
 ME2397  HISTORY     - 1969     GOOD             CGS
 ME2397
 ME2397                          STATION DESCRIPTION
 ME2397
 ME2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2397'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF NORTH JUDSON, 7 MILES
 ME2397'SOUTH OF WANATAH AND 1 1/2 MILES SOUTHEAST OF LA CROSSE.  IT IS 92
 ME2397'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 45 FEET SOUTH OF
 ME2397'CENTER OF A GRAVEL ROAD AND 23 FEET SOUTH OF A WHITE WITNESS POST.
 ME2397'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LA CROSSE
 ME2397'1948.
 ME2397'
 ME2397'REFERENCE MARK NO. 1 IS 81.02 FEET SOUTHEAST OF STATION.  IT IS 100
 ME2397'FEET SOUTH OF CENTER OF GRAVEL ROAD AND 13 FEET WEST OF THE NORTHWEST
 ME2397'CORNER OF HOUSE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ME2397'STAMPED LA CROSSE NO 1 1948.
 ME2397'
 ME2397'REFERENCE MARK NO. 2 IS 130.69 FEET SOUTHWEST OF STATION.  IT IS 172
 ME2397'FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE
 ME2397'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LA CROSSE NO 2
 ME2397'1948.
 ME2397'
 ME2397'A 143 (USC AND GS) BM WAS USED AS THE AZIMUTH MARK.  IT IS 0.8 MILE
 ME2397'SOUTHWEST OF THE STATION, 30 FEET WEST OF CENTER OF STATE HIGHWAY 43,
 ME2397'12 FEET NORTH OF A TELEPHONE POLE AND 2 FEET WEST OF A WHITE WITNESS
 ME2397'POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 2
 ME2397'INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED A 143
 ME2397'1946.
 ME2397'
 ME2397'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 8 IN LA
 ME2397'CROSSE, GO SOUTH ON HIGHWAY 43 FOR 1.0 MILE TO A CROSS GRAVEL ROAD,
 ME2397'TURN LEFT AND GO EAST FOR 0.6 MILES TO STATION ON RIGHT AS DESCRIBED.
 ME2397'
 ME2397'TO REACH A 143 (USC AND GS) BM (AZIMUTH) FROM STATION, GO WEST ON
 ME2397'GRAVEL ROAD FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 43, TURN
 ME2397'LEFT AND GO SOUTH ON HIGHWAY 43 FOR 0.4 MILE TO MARK ON RIGHT OR WEST
 ME2397'OF HIGHWAY AS DESCRIBED.
 ME2397'
 ME2397'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2397
 ME2397                          STATION RECOVERY (1952)
 ME2397
 ME2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2397'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2397'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD
 ME2397'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.
 ME2397'
 ME2397'STATION IS ON PROPERTY OWNED BY MR. SAM FRANK AND STATE HIGHWAY 43 IS
 ME2397'NOW U.S. HIGHWAY 421.
 ME2397'
 ME2397'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2397
 ME2397                          STATION RECOVERY (1969)
 ME2397
 ME2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2397'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 ME2397'REFERENCE MARK 2 FOUND IN A CORNFIELD DISTURBED BY MACHINERY AND WAS
 ME2397'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.  THE BENCH MARK A 143
 ME2397'WAS SEARCHED FOR BUT NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED
 ME2397'BY DITCHING.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 ME2397'A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE SET.
 ME2397'
 ME2397'STATION IS, 92 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 45
 ME2397'FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 2100 S, 33 FEET NORTH OF A
 ME2397'10 INCH SYCAMORE TREE AND 72 FEET SOUTHWEST OF A 24 INCH PINE TREE.
 ME2397'THE MONUMENT IS FLUSH IN THE LAWN OF MR. ED  FRANK AND THE DISK IS
 ME2397'STAMPED LA CROSSE 1948.
 ME2397'
 ME2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 ME2397'HIGHWAY 8 IN LA CROSSE, GO SOUTH ON HIGHWAY 421 FOR 1.0 MILE TO A
 ME2397'PAVED CROSSROAD.  TURN LEFT AND GO EAST ON CO. RD. 2100 S FOR 0.6 MILE
 ME2397'TO THE STATION ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.7 MILE
 ME2397'TO A PAVED CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF
 ME2397'THE INTERSECTION.
 ME2397'
 ME2397'REFERENCE MARK 1 IS 100 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 ME2397'13 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 ME2397'PROJECTS 2 INCHES AND THE DISK IS STAMPED LA CROSSE NO 1 1948.
 ME2397'
 ME2397'REFERENCE MARK 3 IS SET IN THE NORTHWEST CORNER OF THE LAWN, 25 FEET
 ME2397'SOUTH OF THE CENTERLINE OF THE ROAD AND 62 FEET NORTHWEST OF THE
 ME2397'SYCAMORE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LA
 ME2397'CROSSE 1948 NO 3 1969.
 ME2397'
 ME2397'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LA CROSSE 1948 1969 SET IN
 ME2397'A DRILL HOLE IN THE TOP AND NORTHEAST END OF A CONCRETE HEADWALL ABOUT
 ME2397'LEVEL WITH THE ROAD, 17 FEET NORTH OF THE CENTERLINE OF CO. RD. 2100 S
 ME2397'AND 15 FEET EAST OF THE CENTERLINE OF CO. RD. 875 W.
 ME2397'
 ME2397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTHEAST OF
 ME2397'LA CROSSE
 ME2397'
 ME2397'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2398 ***********************************************************************
 ME2398  DESIGNATION -  LA CROSSE MUNICIPAL TANK
 ME2398  PID         -  ME2398
 ME2398  STATE/COUNTY-  IN/LA PORTE
 ME2398  COUNTRY     -  US
 ME2398  USGS QUAD   -  LA CROSSE (2019)
 ME2398
 ME2398                         *CURRENT SURVEY CONTROL
 ME2398  ______________________________________________________________________
 ME2398* NAD 83(1997) POSITION- 41 18 59.93867(N) 086 53 35.25333(W)   ADJUSTED
 ME2398  ______________________________________________________________________
 ME2398  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME2398  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 ME2398  HORZ ORDER      -  THIRD
 ME2398
 ME2398.The horizontal coordinates were established by classical geodetic methods
 ME2398.and adjusted by the National Geodetic Survey in May 1999.
 ME2398
 ME2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2398.GEOID18 height accuracy estimate available here.
 ME2398
 ME2398.Click photographs - Photos may exist for this station.
 ME2398
 ME2398.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2398
 ME2398. The following values were computed from the NAD 83(1997) position.
 ME2398
 ME2398;                    North         East     Units Scale Factor Converg.
 ME2398;SPC IN W     -   673,740.625   915,925.775   MT  0.99996979   +0 07 32.1
 ME2398;SPC IN W     - 2,210,430.70  3,004,999.81   sFT  0.99996979   +0 07 32.1
 ME2398;UTM  16      - 4,573,914.652   508,945.120   MT  0.99960098   +0 04 14.0
 ME2398
 ME2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0894573914(NAD 83)
 ME2398
 ME2398                          SUPERSEDED SURVEY CONTROL
 ME2398
 ME2398  NAD 83(1986)-  41 18 59.94362(N)    086 53 35.25921(W) AD(       ) 3
 ME2398  NAD 27      -  41 18 59.80100(N)    086 53 35.17800(W) AD(       ) 3
 ME2398
 ME2398.Superseded values are not recommended for survey control.
 ME2398
 ME2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2398.See file dsdata.pdf to determine how the superseded data were derived.
 ME2398
 ME2398_MARKER: 53 = ELEVATED TANK
 ME2398
 ME2398  HISTORY     - Date     Condition        Report By
 ME2398  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2398
 ME2398                          STATION DESCRIPTION
 ME2398
 ME2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2398'THE STATION IS THE BALL AT THE APEX OF THE LA CROSSE MUNI. WATER
 ME2398'TANK, LOCATED 0.3 MILE
 ME2398'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 421 AND STATE HIGHWAY 8
 ME2398'IN LA CROSSE.  THE TANK IS A FOUR
 ME2398'LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND IS PAINTED ORANGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1753 ***********************************************************************
 JA1753  DESIGNATION -  LACONIA
 JA1753  PID         -  JA1753
 JA1753  STATE/COUNTY-  IN/HARRISON
 JA1753  COUNTRY     -  US
 JA1753  USGS QUAD   -  MAUCKPORT (2019)
 JA1753
 JA1753                         *CURRENT SURVEY CONTROL
 JA1753  ______________________________________________________________________
 JA1753* NAD 83(1997) POSITION- 38 01 07.00589(N) 086 08 38.71410(W)   ADJUSTED
 JA1753* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 JA1753  ______________________________________________________________________
 JA1753  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 JA1753  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 JA1753  HORZ ORDER      -  SECOND
 JA1753
 JA1753.The horizontal coordinates were established by classical geodetic methods
 JA1753.and adjusted by the National Geodetic Survey in May 1999.
 JA1753
 JA1753.The orthometric height was scaled from a topographic map.
 JA1753
 JA1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1753.GEOID18 height accuracy estimate available here.
 JA1753
 JA1753.Click photographs - Photos may exist for this station.
 JA1753
 JA1753.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1753
 JA1753. The following values were computed from the NAD 83(1997) position.
 JA1753
 JA1753;                    North         East     Units Scale Factor Converg.
 JA1753;SPC IN E     -   307,667.485    58,078.855   MT  0.99998830   -0 17 38.6
 JA1753;SPC IN E     - 1,009,405.74    190,547.04   sFT  0.99998830   -0 17 38.6
 JA1753;SPC KY1Z     - 1,187,109.742 1,465,398.383   MT  0.99990801   -0 14 31.0
 JA1753;SPC KY1Z     - 3,894,709.21  4,807,727.86   sFT  0.99990801   -0 14 31.0
 JA1753;SPC KY S     -   687,103.308   465,394.621   MT  1.00001668   -0 14 20.4
 JA1753;SPC KY S     - 2,254,271.44  1,526,882.19   sFT  1.00001668   -0 14 20.4
 JA1753;UTM  16      - 4,208,225.785   575,128.537   MT  0.99966952   +0 31 37.9
 JA1753
 JA1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1753!SPC IN E     -   0.99997364  x   0.99998830  =   0.99996194
 JA1753!SPC KY1Z     -   0.99997364  x   0.99990801  =   0.99988165
 JA1753!SPC KY S     -   0.99997364  x   1.00001668  =   0.99999032
 JA1753!UTM  16      -   0.99997364  x   0.99966952  =   0.99964317
 JA1753
 JA1753:                Primary Azimuth Mark                     Grid Az
 JA1753:SPC IN E     -  LACONIA AZ MK                            027 08 10.2
 JA1753:SPC KY1Z     -  LACONIA AZ MK                            027 05 02.6
 JA1753:SPC KY S     -  LACONIA AZ MK                            027 04 52.0
 JA1753:UTM  16      -  LACONIA AZ MK                            026 18 53.7
 JA1753
 JA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7512808225(NAD 83)
 JA1753
 JA1753|---------------------------------------------------------------------|
 JA1753| PID    Reference Object                     Distance      Geod. Az  |
 JA1753|                                                           dddmmss.s |
 JA1753| CG8747 LACONIA RM 2                         23.601 METERS 00817     |
 JA1753| JA0456 LACONIA AZ MK                                      0265031.6 |
 JA1753| CG8746 LACONIA RM 1                         25.655 METERS 11741     |
 JA1753|---------------------------------------------------------------------|
 JA1753
 JA1753                          SUPERSEDED SURVEY CONTROL
 JA1753
 JA1753  NAD 83(1993)-  38 01 07.00595(N)    086 08 38.71424(W) AD(       ) 2
 JA1753  NAD 83(1986)-  38 01 07.01192(N)    086 08 38.71982(W) AD(       ) 2
 JA1753  NAD 27      -  38 01 06.75400(N)    086 08 38.83600(W) AD(       ) 2
 JA1753
 JA1753.Superseded values are not recommended for survey control.
 JA1753
 JA1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1753.See file dsdata.pdf to determine how the superseded data were derived.
 JA1753
 JA1753_MARKER: DS = TRIANGULATION STATION DISK
 JA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1753_STAMPING: LACONIA 1947
 JA1753_MARK LOGO: CGS
 JA1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1753+STABILITY: SURFACE MOTION
 JA1753
 JA1753  HISTORY     - Date     Condition        Report By
 JA1753  HISTORY     - 1947     MONUMENTED       CGS
 JA1753  HISTORY     - 1950     GOOD             CGS
 JA1753
 JA1753                          STATION DESCRIPTION
 JA1753
 JA1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1753'STATION IS ABOUT 3 MILES EAST-SOUTHEAST OF MAUCKPORT, IN A LARGE BARN
 JA1753'LOT OWNED BY EDWARD YEAGER, 181 FEET EAST OF THE SOUTHEAST CORNER OF
 JA1753'LARGE BARN, 17 FEET WEST OF THE SOUTHEAST FENCE CORNER OF THE BARN
 JA1753'LOT, AND 12 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 JA1753'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LACONIA 1947.
 JA1753'
 JA1753'REFERENCE MARK NO. 1 IS 84.17 FEET EAST-SOUTHEAST OF THE STATION AND
 JA1753'65 FEET EAST OF EAST BARN LOT FENCE.  THE MARK PROJECTS 6 INCHES,
 JA1753'AND THE DISK IS STAMPED LACONIA NO 1 1947.
 JA1753'
 JA1753'REFERENCE MARK NO. 2 IS 77.43 FEET NORTH OF THE STATION AND 1 FOOT
 JA1753'SOUTH OF NORTH BARN LOT FENCE.  THE MARK PROJECTS 6 INCHES, AND THE
 JA1753'DISK IS STAMPED LACONIA NO 2 1947.
 JA1753'
 JA1753'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF THE STATION, JUST SOUTH
 JA1753'OF A FARM ENTRANCE ROAD, 33 FEET EAST OF THE CENTERLINE OF STATE
 JA1753'HIGHWAY 11, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 JA1753'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LACONIA 1947.
 JA1753'
 JA1753'W 24 1937 (U.S.G.S.) IS 181.465 METERS NORTHWEST OF THE STATION, 57
 JA1753'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE LANE TO
 JA1753'THE YEAGER BARN, 36 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 JA1753'HIGHWAY 11, AND 8 FEET NORTHWEST OF A FENCE.  A TRAVERSE CONNECTION
 JA1753'WAS MEASURED TO STATION LACONIA.  THIS MARK IS A BRONZE DISK
 JA1753'SET IN A SQUARE CONCRETE BLOCK.  THE MARK PROJECTS 3 INCHES, AND
 JA1753'THE DISK IS STAMPED W 24 657 1937.
 JA1753'
 JA1753'TO REACH STATION LACONIA FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 JA1753'135 IN MAUCKPORT, GO EASTERLY ON HIGHWAY 11 FOR 3.6 MILES TO A BARN
 JA1753'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO STATION.
 JA1753'
 JA1753'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1753
 JA1753                          STATION RECOVERY (1950)
 JA1753
 JA1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1753'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JA1753'CONDITION.  THE DISTANCE TO W 24 (USGS) BM WAS NOT MEASURED BY THIS
 JA1753'PARTY.  ALL OTHER DISTANCES AND DIRECTIONS CHECKED.
 JA1753'THE OLD DESCRIPTION IS ADEQUATE.
 JA1753'
 JA1753'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0456 ***********************************************************************
 JA0456  DESIGNATION -  LACONIA AZ MK
 JA0456  PID         -  JA0456
 JA0456  STATE/COUNTY-  IN/HARRISON
 JA0456  COUNTRY     -  US
 JA0456  USGS QUAD   -  MAUCKPORT (2019)
 JA0456
 JA0456                         *CURRENT SURVEY CONTROL
 JA0456  ______________________________________________________________________
 JA0456* NAD 83(1986) POSITION- 38 01 14.     (N) 086 08 36.     (W)   SCALED
 JA0456* NAVD 88 ORTHO HEIGHT -   202.213 (meters)      663.43  (feet) ADJUSTED
 JA0456  ______________________________________________________________________
 JA0456  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JA0456  DYNAMIC HEIGHT  -        202.070 (meters)      662.96  (feet) COMP
 JA0456  MODELED GRAVITY -    979,919.2   (mgal)                       NAVD 88
 JA0456
 JA0456  VERT ORDER      -  FIRST     CLASS II
 JA0456
 JA0456.The horizontal coordinates were scaled from a map and have
 JA0456.an estimated accuracy of +/- 6 seconds.
 JA0456
 JA0456.The orthometric height was determined by differential leveling and
 JA0456.adjusted by the NATIONAL GEODETIC SURVEY
 JA0456.in June 1991.
 JA0456
 JA0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0456.GEOID18 height accuracy estimate available here.
 JA0456
 JA0456.Click photographs - Photos may exist for this station.
 JA0456
 JA0456.The dynamic height is computed by dividing the NAVD 88
 JA0456.geopotential number by the normal gravity value computed on the
 JA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0456.degrees latitude (g = 980.6199 gals.).
 JA0456
 JA0456.The modeled gravity was interpolated from observed gravity values.
 JA0456
 JA0456;                    North         East    Units  Estimated Accuracy
 JA0456;SPC IN E     -   307,880.       58,150.      MT  (+/- 180 meters Scaled)
 JA0456
 JA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH751084(NAD 83)
 JA0456
 JA0456                          SUPERSEDED SURVEY CONTROL
 JA0456
 JA0456  NGVD 29 (??/??/92)  202.331  (m)          663.81   (f) ADJ UNCH    1 2
 JA0456
 JA0456.Superseded values are not recommended for survey control.
 JA0456
 JA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0456.See file dsdata.pdf to determine how the superseded data were derived.
 JA0456
 JA0456_MARKER: DZ = AZIMUTH MARK DISK
 JA0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0456_STAMPING: LACONIA 1947
 JA0456_MARK LOGO: CGS
 JA0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0456+STABILITY: SURFACE MOTION
 JA0456
 JA0456  HISTORY     - Date     Condition        Report By
 JA0456  HISTORY     - 1947     MONUMENTED       CGS
 JA0456  HISTORY     - 1965     GOOD             CGS
 JA0456
 JA0456                          STATION DESCRIPTION
 JA0456
 JA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0456'3.4 MI W FROM LACONIA.
 JA0456'3.35 MILES WEST ALONG STATE HIGHWAY 11 FROM THE SCHOOL HOUSE AT
 JA0456'LACONIA, IN SECTION 1, T 6 S, R 3 E, 35 FEET SOUTHEAST OF THE
 JA0456'CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTHEAST,
 JA0456'AT THE SOUTHWEST END OF A CURVE AND 34 FEET SOUTHEAST OF THE
 JA0456'CENTER LINE OF THE HIGHWAY 20 FEET SOUTHWEST OF THE CENTER LINE
 JA0456'OF THE GRAVELED ROAD, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 JA0456'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JA0456'OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2380 ***********************************************************************
 LB2380  DESIGNATION -  LACY
 LB2380  PID         -  LB2380
 LB2380  STATE/COUNTY-  IN/HOWARD
 LB2380  COUNTRY     -  US
 LB2380  USGS QUAD   -  GALVESTON (2019)
 LB2380
 LB2380                         *CURRENT SURVEY CONTROL
 LB2380  ______________________________________________________________________
 LB2380* NAD 83(1997) POSITION- 40 30 30.40096(N) 086 08 21.44297(W)   ADJUSTED
 LB2380* NAVD 88 ORTHO HEIGHT -   254.25  (+/-2cm)      834.2   (feet) VERTCON3
 LB2380  ______________________________________________________________________
 LB2380  GEOID HEIGHT    -        -34.403 (meters)                     GEOID18
 LB2380  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 LB2380  HORZ ORDER      -  SECOND
 LB2380  VERT ORDER      -  THIRD ? (See Below)
 LB2380
 LB2380.The horizontal coordinates were established by classical geodetic methods
 LB2380.and adjusted by the National Geodetic Survey in May 1999.
 LB2380
 LB2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2380
 LB2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2380.GEOID18 height accuracy estimate available here.
 LB2380
 LB2380.The vertical order pertains to the NGVD 29 superseded value.
 LB2380
 LB2380.Click photographs - Photos may exist for this station.
 LB2380
 LB2380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2380
 LB2380. The following values were computed from the NAD 83(1997) position.
 LB2380
 LB2380;                    North         East     Units Scale Factor Converg.
 LB2380;SPC IN E     -   584,080.529    59,943.089   MT  0.99998641   -0 18 25.2
 LB2380;SPC IN E     - 1,916,270.87    196,663.28   sFT  0.99998641   -0 18 25.2
 LB2380;UTM  16      - 4,484,547.892   572,922.590   MT  0.99966546   +0 33 32.8
 LB2380
 LB2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2380!SPC IN E     -   0.99996551  x   0.99998641  =   0.99995192
 LB2380!UTM  16      -   0.99996551  x   0.99966546  =   0.99963099
 LB2380
 LB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7292284547(NAD 83)
 LB2380
 LB2380|---------------------------------------------------------------------|
 LB2380| PID    Reference Object                     Distance      Geod. Az  |
 LB2380|                                                           dddmmss.s |
 LB2380| CC9538 LACY RM                              11.590 METERS 15001     |
 LB2380|---------------------------------------------------------------------|
 LB2380
 LB2380                          SUPERSEDED SURVEY CONTROL
 LB2380
 LB2380  NAD 83(1986)-  40 30 30.40162(N)    086 08 21.45262(W) AD(       ) 2
 LB2380  NAD 27      -  40 30 30.26810(N)    086 08 21.47540(W) AD(       ) 2
 LB2380  USSD        -  40 30 30.29000(N)    086 08 21.34600(W) AD(       ) 3
 LB2380  NGVD 29             254.37   (m)          834.5    (f) LEVELING    3  
 LB2380
 LB2380.Superseded values are not recommended for survey control.
 LB2380
 LB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2380.See file dsdata.pdf to determine how the superseded data were derived.
 LB2380
 LB2380_MARKER: DS = TRIANGULATION STATION DISK
 LB2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2380_STAMPING: LACY 1920
 LB2380_MARK LOGO: CGS
 LB2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2380+STABILITY: SURFACE MOTION
 LB2380
 LB2380  HISTORY     - Date     Condition        Report By
 LB2380  HISTORY     - 1920     MONUMENTED       CGS
 LB2380  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB2380  HISTORY     - 1954     MARK NOT FOUND   CGS
 LB2380
 LB2380                          STATION DESCRIPTION
 LB2380
 LB2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2380'ONE MILE N OF KOKOMO, ON THE E SIDE OF THE PENNSYLVANIA RAILROAD,
 LB2380'ABOUT 100 YARDS S OF YARD TOWER, ABOUT 325 YARDS NW OF THE
 LB2380'HOOSIER IRON WORKS, 430 YARDS NE OF THE GREAT WESTERN POTTERY
 LB2380'COMPANY, 380 YARDS N OF MORGAN STREET CROSSING, 2.140 METERS (7.02
 LB2380'FEET) E OF E AND NEAREST RAIL.  THE STATION, UNDERGROUND, AND
 LB2380'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 LB2380'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 LB2380'11.590 METERS (38.02 FEET) FROM THE STATION S 29 DEG 59 MIN E.
 LB2380
 LB2380                          STATION RECOVERY (1946)
 LB2380
 LB2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB2380'A CAREFUL SEARCH FOR THIS STATION FAILED TO RECOVER STATION OR
 LB2380'REFERENCE MARKS.  ALL MARKS PROBABLY HAVE BEEN DESTROYED DURING
 LB2380'RAILROAD RECONSTRUCTION.
 LB2380
 LB2380                          STATION RECOVERY (1954)
 LB2380
 LB2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2380'THIS STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.
 LB2380'DUE TO THE LACK OF CLOSE REFERENCE TIES, THE STATION SITE COULD NOT
 LB2380'BE POSITIVELY IDENTIFIED.  THERE ARE NOW TWO SIDINGS ALONG THE MAIN
 LB2380'TRACK WHICH ARE NOT MENTIONED IN THE ORIGINAL DESCRIPTION, AND IT
 LB2380'IS POSSIBLE THAT THE STATION WAS DESTROYED DURING THEIR
 LB2380'CONSTRUCTION.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED LOST.
 LB2380'
 LB2380'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2020 ***********************************************************************
 KA2020  DESIGNATION -  LADOGA MUNICIPAL TANK
 KA2020  PID         -  KA2020
 KA2020  STATE/COUNTY-  IN/MONTGOMERY
 KA2020  COUNTRY     -  US
 KA2020  USGS QUAD   -  LADOGA (2019)
 KA2020
 KA2020                         *CURRENT SURVEY CONTROL
 KA2020  ______________________________________________________________________
 KA2020* NAD 83(1997) POSITION- 39 54 47.88066(N) 086 47 52.14640(W)   ADJUSTED
 KA2020  ______________________________________________________________________
 KA2020  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 KA2020  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 KA2020  HORZ ORDER      -  THIRD
 KA2020
 KA2020.The horizontal coordinates were established by classical geodetic methods
 KA2020.and adjusted by the National Geodetic Survey in May 1999.
 KA2020
 KA2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2020.GEOID18 height accuracy estimate available here.
 KA2020
 KA2020.Click photographs - Photos may exist for this station.
 KA2020
 KA2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2020
 KA2020. The following values were computed from the NAD 83(1997) position.
 KA2020
 KA2020;                    North         East     Units Scale Factor Converg.
 KA2020;SPC IN W     -   517,930.373   924,411.229   MT  0.99997400   +0 10 59.5
 KA2020;SPC IN W     - 1,699,243.23  3,032,839.17   sFT  0.99997400   +0 10 59.5
 KA2020;UTM  16      - 4,418,154.021   517,279.970   MT  0.99960368   +0 07 47.0
 KA2020
 KA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1727918154(NAD 83)
 KA2020
 KA2020                          SUPERSEDED SURVEY CONTROL
 KA2020
 KA2020  NAD 83(1986)-  39 54 47.88095(N)    086 47 52.15296(W) AD(       ) 3
 KA2020  NAD 27      -  39 54 47.72000(N)    086 47 52.13000(W) AD(       ) 3
 KA2020
 KA2020.Superseded values are not recommended for survey control.
 KA2020
 KA2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2020.See file dsdata.pdf to determine how the superseded data were derived.
 KA2020
 KA2020_MARKER: 53 = ELEVATED TANK
 KA2020
 KA2020  HISTORY     - Date     Condition        Report By
 KA2020  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2020
 KA2020                          STATION DESCRIPTION
 KA2020
 KA2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2020'THIS STATION IS A WATER TANK IN THE VILLAGE OF LADOGA. IT IS LOCATED
 KA2020'IN THE E EDGE OF THE VILLAGE, 100 FEET S OF THE CENTER LINE OF
 KA2020'INDIANA HIGHWAY 234, 200 FEET E OF THE E RAIL OF THE MONON RAILROAD
 KA2020'AT THE REAR OF THE LADOGA LUMBER AND COAL COMPANY BUILDING.
 KA2020'
 KA2020'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH. THE VERTICAL
 KA2020'SECTION IS ABOUT 25 FEET HIGH, PAINTED SILVER WITH THE LETTERS
 KA2020'LADOGA IN BLACK ON THE N AND S SIDES. THE OVAL SECTION EXTENDS DOWN
 KA2020'ABOUT 10 FEET. THE CONICAL ROOF HAS A SILVER BALL AT ITS APEX.
 KA2020'THE TOTAL HEIGHT IS ABOUT 130 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0861 ***********************************************************************
 LB0861  DESIGNATION -  LAFAYETTE
 LB0861  PID         -  LB0861
 LB0861  STATE/COUNTY-  IN/TIPPECANOE
 LB0861  COUNTRY     -  US
 LB0861  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0861
 LB0861                         *CURRENT SURVEY CONTROL
 LB0861  ______________________________________________________________________
 LB0861* NAD 83(1986) POSITION- 40 24 27.4    (N) 086 53 16.6    (W)   HD_HELD2
 LB0861* NAVD 88 ORTHO HEIGHT -   204.330 (meters)      670.37  (feet) ADJUSTED
 LB0861  ______________________________________________________________________
 LB0861  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB0861  DYNAMIC HEIGHT  -        204.230 (meters)      670.04  (feet) COMP
 LB0861  MODELED GRAVITY -    980,130.7   (mgal)                       NAVD 88
 LB0861
 LB0861  VERT ORDER      -  SECOND    CLASS 0
 LB0861
 LB0861.The horizontal coordinates were established by autonomous hand held GPS
 LB0861.observations and have an estimated accuracy of +/- 10 meters.
 LB0861
 LB0861.The orthometric height was determined by differential leveling and
 LB0861.adjusted by the NATIONAL GEODETIC SURVEY
 LB0861.in June 1991.
 LB0861
 LB0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0861.GEOID18 height accuracy estimate available here.
 LB0861
 LB0861.Click photographs - Photos may exist for this station.
 LB0861
 LB0861.The dynamic height is computed by dividing the NAVD 88
 LB0861.geopotential number by the normal gravity value computed on the
 LB0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0861.degrees latitude (g = 980.6199 gals.).
 LB0861
 LB0861.The modeled gravity was interpolated from observed gravity values.
 LB0861
 LB0861;                    North         East    Units  Estimated Accuracy
 LB0861;SPC IN W     -   572,795.      916,585.      MT  (+/- 10 meters HH2 GPS)
 LB0861
 LB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0950773005(NAD 83)
 LB0861
 LB0861                          SUPERSEDED SURVEY CONTROL
 LB0861
 LB0861  NGVD 29 (??/??/92)  204.426  (m)          670.69   (f) ADJ UNCH    2 0
 LB0861
 LB0861.Superseded values are not recommended for survey control.
 LB0861
 LB0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0861.See file dsdata.pdf to determine how the superseded data were derived.
 LB0861
 LB0861_MARKER: DS = TRIANGULATION STATION DISK
 LB0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0861_STAMPING: LA FAYETTE 1934
 LB0861_MARK LOGO: CGS
 LB0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0861+STABILITY: SURFACE MOTION
 LB0861
 LB0861  HISTORY     - Date     Condition        Report By
 LB0861  HISTORY     - 1934     MONUMENTED       CGS
 LB0861  HISTORY     - 1935     GOOD             CGS
 LB0861  HISTORY     - 1974     GOOD             NGS
 LB0861
 LB0861                          STATION DESCRIPTION
 LB0861
 LB0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0861'AT LA FAYETTE.
 LB0861'AT LA FAYETTE, TIPPECANOE COUNTY, AT HIGHLAND PARK, 55 YARDS
 LB0861'SOUTH OF THE INTERSECTION OF MIAMI AND PONTIAC AVENUES, 127.8
 LB0861'FEET NORTH OF THE NORTH CURB OF HIGHLAND AVENUE, 50.2 FEET EAST
 LB0861'OF THE EAST CURB OF MIAMI AVENUE, AND 43.7 FEET WEST OF THE WEST
 LB0861'CURB OF PONTIAC AVENUE.  A STANDARD TRIANGULATION-STATION DISK,
 LB0861'STAMPED LA FAYETTE 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0861'PROJECTING 6 INCHES ABOVE GROUND.
 LB0861
 LB0861                          STATION RECOVERY (1974)
 LB0861
 LB0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2581 ***********************************************************************
 LB2581  DESIGNATION -  LAFAYETTE
 LB2581  PID         -  LB2581
 LB2581  STATE/COUNTY-  IN/TIPPECANOE
 LB2581  COUNTRY     -  US
 LB2581  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2581
 LB2581                         *CURRENT SURVEY CONTROL
 LB2581  ______________________________________________________________________
 LB2581* NAD 83(1997) POSITION- 40 24 55.20747(N) 086 52 08.80862(W)   ADJUSTED
 LB2581* NAVD 88 ORTHO HEIGHT -   204.33  (+/-2cm)      670.4   (feet) VERTCON3
 LB2581  ______________________________________________________________________
 LB2581  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 LB2581  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LB2581  HORZ ORDER      -  SECOND
 LB2581  VERT ORDER      -  THIRD ? (See Below)
 LB2581
 LB2581.The horizontal coordinates were established by classical geodetic methods
 LB2581.and adjusted by the National Geodetic Survey in May 1999.
 LB2581
 LB2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2581
 LB2581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2581.GEOID18 height accuracy estimate available here.
 LB2581
 LB2581.The vertical order pertains to the NGVD 29 superseded value.
 LB2581
 LB2581.Click photographs - Photos may exist for this station.
 LB2581
 LB2581.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2581
 LB2581. The following values were computed from the NAD 83(1997) position.
 LB2581
 LB2581;                    North         East     Units Scale Factor Converg.
 LB2581;SPC IN W     -   573,656.408   918,181.145   MT  0.99997073   +0 08 20.0
 LB2581;SPC IN W     - 1,882,071.07  3,012,399.31   sFT  0.99997073   +0 08 20.0
 LB2581;UTM  16      - 4,473,865.268   511,104.449   MT  0.99960152   +0 05 05.5
 LB2581
 LB2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2581!SPC IN W     -   0.99997324  x   0.99997073  =   0.99994397
 LB2581!UTM  16      -   0.99997324  x   0.99960152  =   0.99957477
 LB2581
 LB2581:                Primary Azimuth Mark                     Grid Az
 LB2581:SPC IN W     -  LAFAYETTE AZ MK                          357 28 13.8
 LB2581:UTM  16      -  LAFAYETTE AZ MK                          357 31 28.3
 LB2581
 LB2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1110473865(NAD 83)
 LB2581
 LB2581|---------------------------------------------------------------------|
 LB2581| PID    Reference Object                     Distance      Geod. Az  |
 LB2581|                                                           dddmmss.s |
 LB2581| LB2583 LAFAYETTE WASK RADIO MAST           APPROX. 2.2 KM 1313221.9 |
 LB2581| LB2582 LAFAYETTE ALUMINUM CO AMER STK      APPROX. 1.5 KM 1643133.3 |
 LB2581| CC9541 LAFAYETTE RM 2                       39.760 METERS 26924     |
 LB2581| LB2614 LAFAYETTE ST MARYS CATH SPIRE       APPROX. 1.3 KM 2825344.1 |
 LB2581| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 4.0 KM 2892451.0 |
 LB2581| CC9539 LAFAYETTE AZ MK                                    3573633.8 |
 LB2581| CC9540 LAFAYETTE RM 1                       40.325 METERS 35914     |
 LB2581|---------------------------------------------------------------------|
 LB2581
 LB2581                          SUPERSEDED SURVEY CONTROL
 LB2581
 LB2581  NAD 83(1986)-  40 24 55.21433(N)    086 52 08.82033(W) AD(       ) 2
 LB2581  NAD 27      -  40 24 55.09980(N)    086 52 08.78150(W) AD(       ) 2
 LB2581  NGVD 29             204.43   (m)          670.7    (f) LEVELING    3  
 LB2581
 LB2581.Superseded values are not recommended for survey control.
 LB2581
 LB2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2581.See file dsdata.pdf to determine how the superseded data were derived.
 LB2581
 LB2581_MARKER: DS = TRIANGULATION STATION DISK
 LB2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2581_STAMPING: LAFAYETTE 1934
 LB2581_MARK LOGO: CGS
 LB2581_PROJECTION: FLUSH
 LB2581_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2581+STABILITY: SURFACE MOTION
 LB2581
 LB2581  HISTORY     - Date     Condition        Report By
 LB2581  HISTORY     - 1934     MONUMENTED       CGS
 LB2581  HISTORY     - 1948     GOOD             CGS
 LB2581  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB2581  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB2581  HISTORY     - 1986     GOOD             INDNR
 LB2581  HISTORY     - 19970101 GOOD             INDNR
 LB2581
 LB2581                          STATION DESCRIPTION
 LB2581
 LB2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2581'IN THE EAST SIDE OF COLUMBIA PARK IN THE CITY OF LAFAYETTE, ON LINE
 LB2581'WITH PROLONGATION OF THE EASTWALL OF THE SWIMMING POOL, 74 FEET WEST
 LB2581'OF THE CENTER LINE OF PARK AVENUE, 64-1/2 FEET NORTH OF THE
 LB2581'NORTHEAST CORNER OF THE SWIMMING POOL, ABOUT 25 FEET WEST OF THE
 LB2581'CENTER LINE OF AN OILED DRIVE ALONG THE EAST EDGE OF THE PARK, AND
 LB2581'PROJECTS 2 INCHES.
 LB2581'
 LB2581'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2581'DISKS SET IN CONCRETE.
 LB2581'
 LB2581'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 72 FEET WEST OF THE
 LB2581'CENTER LINE OF PARK AVE., 25 FEET WEST OF THE CENTER LINE OF THE
 LB2581'OILED DRIVEWAY, ABOUT 65 YARDS EAST OF THE GOAT PENS OF THE MUNICIPAL
 LB2581'ZOO, AND PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS WEST OF THE
 LB2581'STATION, 33 FEET EAST OF THE CENTER LINE OF A DRIVE, 95-1/2 FEET
 LB2581'NORTHWEST OF THE NORTHWEST CORNER OF THE SWIMMING POOL, ABOUT 30
 LB2581'YARDS EAST OF THE FOX PENS OF THE ZOO, AND IS FLUSH WITH THE GROUND.
 LB2581'DISTANCE BETWEEN REFERENCE MARKS IS 185.58 FEET.
 LB2581'
 LB2581'AZIMUTH MARK IS NORTH OF THE STATION, ON THE NORTH SIDE OF SOUTH
 LB2581'AVE. EAST, BETWEEN THE CURB AND THE SOUTH EDGE OF THE SIDEWALK, 24
 LB2581'PACES EAST OF THE ENTRANCE TO THE HOME HOSPITAL, AND IS FLUSH WITH
 LB2581'THE GROUND.
 LB2581'
 LB2581'A TRAVERSE TIE WAS MADE TO U. S. C. AND G. S. AND S. S. AND MARK
 LB2581'NO. 604.
 LB2581
 LB2581                          STATION RECOVERY (1948)
 LB2581
 LB2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2581'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 LB2581'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOR
 LB2581'THE AZIMUTH MARK FOLLOWS--
 LB2581'
 LB2581'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 29 FEET EAST OF
 LB2581'CENTER OF DRIVE TO THE HOME HOSPITAL, 20 FEET NORTH OF CENTER OF
 LB2581'SOUTH AVENUE EAST (STATE HIGHWAY 26) AND 1 FOOT NORTH OF THE CURB.
 LB2581'THE MARK IS SET FLUSH WITH THE PAVEMENT AND THE DISK IS STAMPED
 LB2581'LAFAYETTE 1934.
 LB2581'
 LB2581'U. S. C. AND G. S. AND S. S. MARK NO. 604 SHOULD BE CONSIDERED AS
 LB2581'LOST AS THIS PARTY MADE A THOROUGH SEARCH AND COULD NOT LOCATE THE
 LB2581'MARK.
 LB2581'
 LB2581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2581
 LB2581                          STATION RECOVERY (1959)
 LB2581
 LB2581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LB2581'STATION WAS SEARCHED FOR BUT NOT FOUND.
 LB2581'
 LB2581'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 LB2581
 LB2581                          STATION RECOVERY (1965)
 LB2581
 LB2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2581'STA--NOT RECOVERED.
 LB2581'RM-1--NOT RECOVERED.
 LB2581'RM-2--NOT RECOVERED.
 LB2581'LAFAYETTE 1934 AZIMUTH AZ MK--GOOD.
 LB2581'
 LB2581'ORIGINAL SITE NOW COMPLETELY COVERED BY LARGE TENNIS COURT.
 LB2581'
 LB2581'SEE ATTACHED CARD FOR REVISED DESCRIPTION OF AZIMUTH MARK.
 LB2581'
 LB2581'AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF SOUTH STREET (S. R.
 LB2581'26) AND PARK AVENUE IN LAFAYETTE, 64 FEET EAST OF THE CENTER OF A N-S
 LB2581'WALK TO THE OLD MAIN ENTRANCE OF HOME HOSPITAL (ON THE SOUTH
 LB2581'SIDE OF THE BUILDING), 20 FEET NORTH OF THE CENTERLINE OF SOUTH
 LB2581'STREET, 2 FEET NORTH OF THE NORTH CURB, AND SET FLUSH IN THE
 LB2581'SIDEWALK.  DISK IS A STANDARD REFERENCE MARK STAMPED
 LB2581'LAFAYETTE 1934 AZIMUTH.
 LB2581
 LB2581                          STATION RECOVERY (1986)
 LB2581
 LB2581'RECOVERY NOTE BY IN DEPT OF NAT RES 1986 (LC)
 LB2581'RECOVERED IN GOOD CONDITION.
 LB2581
 LB2581                          STATION RECOVERY (1997)
 LB2581
 LB2581'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2581'IT IN GOOD CONDITION, HOWEVER THE OLD DESCRIPTION CALLS FOR A
 LB2581'TRIANGULATION STATION DISK AND I FOUND A BENCH MARK TABLET INSTEAD.
 LB2581'ALSO THERE IS NO SIGN FOR HIGHLAND PARK AT THE INTERSECTION OF MIAMI
 LB2581'AND PONTIAC AVENUES.  ALSO MARK NOW PROJECTS 0.3 FT (9.1 CM) ABOVE THE
 LB2581'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2582 ***********************************************************************
 LB2582  DESIGNATION -  LAFAYETTE ALUMINUM CO AMER STK
 LB2582  PID         -  LB2582
 LB2582  STATE/COUNTY-  IN/TIPPECANOE
 LB2582  COUNTRY     -  US
 LB2582  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2582
 LB2582                         *CURRENT SURVEY CONTROL
 LB2582  ______________________________________________________________________
 LB2582* NAD 83(1997) POSITION- 40 24 06.85648(N) 086 51 51.29991(W)   ADJUSTED
 LB2582  ______________________________________________________________________
 LB2582  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 LB2582  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 LB2582  HORZ ORDER      -  THIRD
 LB2582
 LB2582.The horizontal coordinates were established by classical geodetic methods
 LB2582.and adjusted by the National Geodetic Survey in May 1999.
 LB2582
 LB2582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2582.GEOID18 height accuracy estimate available here.
 LB2582
 LB2582.Click photographs - Photos may exist for this station.
 LB2582
 LB2582.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2582
 LB2582. The following values were computed from the NAD 83(1997) position.
 LB2582
 LB2582;                    North         East     Units Scale Factor Converg.
 LB2582;SPC IN W     -   572,166.075   918,597.617   MT  0.99997092   +0 08 31.2
 LB2582;SPC IN W     - 1,877,181.53  3,013,765.68   sFT  0.99997092   +0 08 31.2
 LB2582;UTM  16      - 4,472,375.093   511,519.362   MT  0.99960163   +0 05 16.7
 LB2582
 LB2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1151972375(NAD 83)
 LB2582
 LB2582                          SUPERSEDED SURVEY CONTROL
 LB2582
 LB2582  NAD 83(1986)-  40 24 06.86341(N)    086 51 51.31149(W) AD(       ) 3
 LB2582  NAD 27      -  40 24 06.75000(N)    086 51 51.27500(W) AD(       ) 3
 LB2582
 LB2582.Superseded values are not recommended for survey control.
 LB2582
 LB2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2582.See file dsdata.pdf to determine how the superseded data were derived.
 LB2582
 LB2582_MARKER: 63 = STACK
 LB2582
 LB2582  HISTORY     - Date     Condition        Report By
 LB2582  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2582
 LB2582                          STATION DESCRIPTION
 LB2582
 LB2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2582'THIS IS AN INTERSECTION STATION.
 LB2582'
 LB2582'STATION IS LOCATED IN THE SOUTHEAST SECTION OF LA FAYETTE AT THE
 LB2582'ALUMINUM COMPANY OF AMERICA PLANT.  IT IS 200 FEET HIGH, OF BRICK
 LB2582'CONSTRUCTION AND HAS A FLARED TOP.  POINT OF INTERSECTION WAS THE
 LB2582'CENTER OF THE TOP OF THE STACK.
 LB2582'
 LB2582'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 52 AND
 LB2582'STATE HIGHWAY NO. 552, WHICH IS ABOUT 1-1/2 MILES SOUTHEAST OF
 LB2582'LA FAYETTE, GO WEST ON STATE HIGHWAY NO. 552 FOR 0.3 MILE TO THE
 LB2582'ENTRANCE INTO PLANT ON THE RIGHT, TURN RIGHT AND GO NORTH INTO
 LB2582'ENTRANCE OF THE PLANT FOR 0.2 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2610 ***********************************************************************
 LB2610  DESIGNATION -  LAFAYETTE CO CTHSE STATUE
 LB2610  PID         -  LB2610
 LB2610  STATE/COUNTY-  IN/TIPPECANOE
 LB2610  COUNTRY     -  US
 LB2610  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2610
 LB2610                         *CURRENT SURVEY CONTROL
 LB2610  ______________________________________________________________________
 LB2610* NAD 83(1997) POSITION- 40 25 07.23134(N) 086 53 37.16765(W)   ADJUSTED
 LB2610  ______________________________________________________________________
 LB2610  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 LB2610  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 LB2610  HORZ ORDER      -  THIRD
 LB2610
 LB2610.The horizontal coordinates were established by classical geodetic methods
 LB2610.and adjusted by the National Geodetic Survey in May 1999.
 LB2610
 LB2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2610.GEOID18 height accuracy estimate available here.
 LB2610
 LB2610.Click photographs - Photos may exist for this station.
 LB2610
 LB2610.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2610
 LB2610. The following values were computed from the NAD 83(1997) position.
 LB2610
 LB2610;                    North         East     Units Scale Factor Converg.
 LB2610;SPC IN W     -   574,022.515   916,097.248   MT  0.99996986   +0 07 22.7
 LB2610;SPC IN W     - 1,883,272.20  3,005,562.39   sFT  0.99996986   +0 07 22.7
 LB2610;UTM  16      - 4,474,233.203   509,021.668   MT  0.99960100   +0 04 08.2
 LB2610
 LB2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0902174233(NAD 83)
 LB2610
 LB2610                          SUPERSEDED SURVEY CONTROL
 LB2610
 LB2610  NAD 83(1986)-  40 25 07.23830(N)    086 53 37.17919(W) AD(       ) 3
 LB2610  NAD 27      -  40 25 07.12500(N)    086 53 37.14100(W) AD(       ) 3
 LB2610
 LB2610.Superseded values are not recommended for survey control.
 LB2610
 LB2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2610.See file dsdata.pdf to determine how the superseded data were derived.
 LB2610
 LB2610
 LB2610  HISTORY     - Date     Condition        Report By
 LB2610  HISTORY     - 1934     MONUMENTED       CGS
 LB2610  HISTORY     - 1958     GOOD             CGS
 LB2610
 LB2610                          STATION DESCRIPTION
 LB2610
 LB2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2610'INTERSECTION STATION (NO PREVIOUS DESCRIPTION.) RECOVERED WAS STATUE
 LB2610'ATOP CENTER OF TIPPECANOE COUNTY COURTHOUSE IN THE CENTER OF
 LB2610'LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2597 ***********************************************************************
 LB2597  DESIGNATION -  LAFAYETTE RAD STA WBAA MAST
 LB2597  PID         -  LB2597
 LB2597  STATE/COUNTY-  IN/TIPPECANOE
 LB2597  COUNTRY     -  US
 LB2597  USGS QUAD   -  ROMNEY (2019)
 LB2597
 LB2597                         *CURRENT SURVEY CONTROL
 LB2597  ______________________________________________________________________
 LB2597* NAD 83(1997) POSITION- 40 20 29.05789(N) 086 53 00.88393(W)   ADJUSTED
 LB2597  ______________________________________________________________________
 LB2597  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 LB2597  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LB2597  HORZ ORDER      -  THIRD
 LB2597
 LB2597.The horizontal coordinates were established by classical geodetic methods
 LB2597.and adjusted by the National Geodetic Survey in May 1999.
 LB2597
 LB2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2597.GEOID18 height accuracy estimate available here.
 LB2597
 LB2597.Click photographs - Photos may exist for this station.
 LB2597
 LB2597.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2597
 LB2597. The following values were computed from the NAD 83(1997) position.
 LB2597
 LB2597;                    North         East     Units Scale Factor Converg.
 LB2597;SPC IN W     -   565,444.421   916,971.989   MT  0.99997021   +0 07 45.5
 LB2597;SPC IN W     - 1,855,128.90  3,008,432.27   sFT  0.99997021   +0 07 45.5
 LB2597;UTM  16      - 4,465,657.454   509,888.005   MT  0.99960120   +0 04 31.3
 LB2597
 LB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0988865657(NAD 83)
 LB2597
 LB2597                          SUPERSEDED SURVEY CONTROL
 LB2597
 LB2597  NAD 83(1986)-  40 20 29.06501(N)    086 53 00.89587(W) AD(       ) 3
 LB2597  NAD 27      -  40 20 28.94574(N)    086 53 00.86245(W) AD(       ) 3
 LB2597
 LB2597.Superseded values are not recommended for survey control.
 LB2597
 LB2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2597.See file dsdata.pdf to determine how the superseded data were derived.
 LB2597
 LB2597_MARKER: 42 = RADIO/TV MAST
 LB2597
 LB2597  HISTORY     - Date     Condition        Report By
 LB2597  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2597
 LB2597                          STATION DESCRIPTION
 LB2597
 LB2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2597'LAFAYETTE RADIO STATION WBAA MAST IS LOCATED 4 MILES
 LB2597'SOUTH-SOUTHWEST OF LAFAYETTE AND OWNED BY PURDUE UNIVERSITY.
 LB2597'
 LB2597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND
 LB2597'STATE HIGHWAY 26 IN LAFAYETTE, GO SOUTH ON HIGHWAY 231 FOR 5.5
 LB2597'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON 500 S ROAD FOR
 LB2597'1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON 100 E
 LB2597'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LB2597'
 LB2597'STATION IS THE RED LIGHT ATOP THE CENTER ONE OF THREE MASTS.  IT
 LB2597'IS A 4-LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 LB2597'RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 257 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2614 ***********************************************************************
 LB2614  DESIGNATION -  LAFAYETTE ST MARYS CATH SPIRE
 LB2614  PID         -  LB2614
 LB2614  STATE/COUNTY-  IN/TIPPECANOE
 LB2614  COUNTRY     -  US
 LB2614  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2614
 LB2614                         *CURRENT SURVEY CONTROL
 LB2614  ______________________________________________________________________
 LB2614* NAD 83(1997) POSITION- 40 25 04.53286(N) 086 53 02.11960(W)   ADJUSTED
 LB2614  ______________________________________________________________________
 LB2614  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 LB2614  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 LB2614  HORZ ORDER      -  THIRD
 LB2614
 LB2614.The horizontal coordinates were established by classical geodetic methods
 LB2614.and adjusted by the National Geodetic Survey in May 1999.
 LB2614
 LB2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2614.GEOID18 height accuracy estimate available here.
 LB2614
 LB2614.Click photographs - Photos may exist for this station.
 LB2614
 LB2614.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2614
 LB2614. The following values were computed from the NAD 83(1997) position.
 LB2614
 LB2614;                    North         East     Units Scale Factor Converg.
 LB2614;SPC IN W     -   573,941.101   916,923.668   MT  0.99997019   +0 07 45.4
 LB2614;SPC IN W     - 1,883,005.10  3,008,273.73   sFT  0.99997019   +0 07 45.4
 LB2614;UTM  16      - 4,474,151.041   509,847.705   MT  0.99960119   +0 04 30.9
 LB2614
 LB2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0984774151(NAD 83)
 LB2614
 LB2614                          SUPERSEDED SURVEY CONTROL
 LB2614
 LB2614  NAD 83(1986)-  40 25 04.53978(N)    086 53 02.13115(W) AD(       ) 3
 LB2614  NAD 27      -  40 25 04.42500(N)    086 53 02.08500(W) AD(       ) 3
 LB2614
 LB2614.Superseded values are not recommended for survey control.
 LB2614
 LB2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2614.See file dsdata.pdf to determine how the superseded data were derived.
 LB2614
 LB2614_MARKER: 90 = CHURCH SPIRE
 LB2614
 LB2614  HISTORY     - Date     Condition        Report By
 LB2614  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2614  HISTORY     - 1948     GOOD             CGS
 LB2614  HISTORY     - 1974     GOOD             NGS
 LB2614
 LB2614                          STATION DESCRIPTION
 LB2614
 LB2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2614'THIS IS AN INTERSECTION STATION.
 LB2614'
 LB2614'STATION IS LOCATED IN THE CITY OF LA FAYETTE AT THE CORNER OF
 LB2614'COLUMBIA AND NORTH 12TH STREETS.  IT IS ABOUT 150 FEET HIGH, OF
 LB2614'CEMENT BLOCK CONSTRUCTION WITH A GOLD CROSS ON TOP.  POINT OF
 LB2614'INTERSECTION WAS THE CENTER OF CROSS.
 LB2614'
 LB2614'THIS STATION WAS INTERSECTED IN 1934 AND WAS THEN CALLED ST. MARYS
 LB2614'CATHOLIC CHURCH SPIRE.  SINCE THEN THE NAME HAS BEEN CHANGED TO ST.
 LB2614'MARYS CATHEDRAL SPIRE.
 LB2614
 LB2614                          STATION RECOVERY (1974)
 LB2614
 LB2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2614'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LB2614'DESCRIBED.
 LB2614'
 LB2614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2586 ***********************************************************************
 LB2586  DESIGNATION -  LAFAYETTE TV STA WLFI MAST
 LB2586  PID         -  LB2586
 LB2586  STATE/COUNTY-  IN/TIPPECANOE
 LB2586  COUNTRY     -  US
 LB2586  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2586
 LB2586                         *CURRENT SURVEY CONTROL
 LB2586  ______________________________________________________________________
 LB2586* NAD 83(1997) POSITION- 40 24 06.19598(N) 086 50 59.08624(W)   ADJUSTED
 LB2586  ______________________________________________________________________
 LB2586  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 LB2586  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LB2586  HORZ ORDER      -  THIRD
 LB2586
 LB2586.The horizontal coordinates were established by classical geodetic methods
 LB2586.and adjusted by the National Geodetic Survey in May 1999.
 LB2586
 LB2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2586.GEOID18 height accuracy estimate available here.
 LB2586
 LB2586.Click photographs - Photos may exist for this station.
 LB2586
 LB2586.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2586
 LB2586. The following values were computed from the NAD 83(1997) position.
 LB2586
 LB2586;                    North         East     Units Scale Factor Converg.
 LB2586;SPC IN W     -   572,148.855   919,828.875   MT  0.99997150   +0 09 05.0
 LB2586;SPC IN W     - 1,877,125.04  3,017,805.23   sFT  0.99997150   +0 09 05.0
 LB2586;UTM  16      - 4,472,356.719   512,750.149   MT  0.99960200   +0 05 50.6
 LB2586
 LB2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275072356(NAD 83)
 LB2586
 LB2586                          SUPERSEDED SURVEY CONTROL
 LB2586
 LB2586  NAD 83(1986)-  40 24 06.20288(N)    086 50 59.09805(W) AD(       ) 3
 LB2586  NAD 27      -  40 24 06.09103(N)    086 50 59.06883(W) AD(       ) 3
 LB2586
 LB2586.Superseded values are not recommended for survey control.
 LB2586
 LB2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2586.See file dsdata.pdf to determine how the superseded data were derived.
 LB2586
 LB2586_MARKER: 42 = RADIO/TV MAST
 LB2586
 LB2586  HISTORY     - Date     Condition        Report By
 LB2586  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2586
 LB2586                          STATION DESCRIPTION
 LB2586
 LB2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2586'THE LAFAYETTE TELEVISION STATION WLFI MAST IS LOCATED ABOUT 1
 LB2586'MILE SOUTHEAST OF LAFAYETTE AND IS OWNED BY PURDUE UNIVERSITY.
 LB2586'
 LB2586'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 LB2586'STATE HIGHWAY 26, AT THE EAST EDGE OF LAFAYETTE, GO SOUTHEAST
 LB2586'ON U.S. HIGHWAY 52 FOR 1.05 MILES TO A CROSSROAD, TURN LEFT
 LB2586'AND GO EAST ON 100 S ROAD FOR 0.4 MILE TO THE MAST ON THE RIGHT.
 LB2586'
 LB2586'THE STATION IS THE RED LIGHT ATOP THE 655 FEET HIGH, 4 LEGGED
 LB2586'STEEL STRUCTURE WHICH IS PAINTED ALTERNATELY RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2584 ***********************************************************************
 LB2584  DESIGNATION -  LAFAYETTE TV STATION WFAM MAST
 LB2584  PID         -  LB2584
 LB2584  STATE/COUNTY-  IN/TIPPECANOE
 LB2584  COUNTRY     -  US
 LB2584  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2584
 LB2584                         *CURRENT SURVEY CONTROL
 LB2584  ______________________________________________________________________
 LB2584* NAD 83(1997) POSITION- 40 24 06.19980(N) 086 50 59.08920(W)   ADJUSTED
 LB2584  ______________________________________________________________________
 LB2584  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 LB2584  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LB2584  HORZ ORDER      -  THIRD
 LB2584
 LB2584.The horizontal coordinates were established by classical geodetic methods
 LB2584.and adjusted by the National Geodetic Survey in May 1999.
 LB2584
 LB2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2584.GEOID18 height accuracy estimate available here.
 LB2584
 LB2584.Click photographs - Photos may exist for this station.
 LB2584
 LB2584.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2584
 LB2584. The following values were computed from the NAD 83(1997) position.
 LB2584
 LB2584;                    North         East     Units Scale Factor Converg.
 LB2584;SPC IN W     -   572,148.973   919,828.805   MT  0.99997150   +0 09 05.0
 LB2584;SPC IN W     - 1,877,125.42  3,017,805.00   sFT  0.99997150   +0 09 05.0
 LB2584;UTM  16      - 4,472,356.837   512,750.079   MT  0.99960200   +0 05 50.6
 LB2584
 LB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275072356(NAD 83)
 LB2584
 LB2584                          SUPERSEDED SURVEY CONTROL
 LB2584
 LB2584  NAD 83(1986)-  40 24 06.20652(N)    086 50 59.10082(W) AD(       ) 3
 LB2584  NAD 27      -  40 24 06.04600(N)    086 50 59.05200(W) AD(       ) 3
 LB2584
 LB2584.Superseded values are not recommended for survey control.
 LB2584
 LB2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2584.See file dsdata.pdf to determine how the superseded data were derived.
 LB2584
 LB2584_MARKER: 42 = RADIO/TV MAST
 LB2584
 LB2584  HISTORY     - Date     Condition        Report By
 LB2584  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2584  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LB2584
 LB2584                          STATION DESCRIPTION
 LB2584
 LB2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2584'STATION IS THE FLASHING RED LIGHT ATOP THE WFAM-TV MAST, LOCATED
 LB2584'ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER OF LAFAYETTE, 0.4 MILE
 LB2584'EAST OF U. S. HIGHWAY 52 BY-PASS AND 0.05 MILE SOUTH OF MC CARTY
 LB2584'LANE.  IT IS TRIANGULAR, STEEL, UNIFORM CROSS SECTIONED, GUYED,
 LB2584'STEEL MAST.  IT IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 LB2584'AND WHITE.  THE HEIGHT OF THE MAST AS OBTAINED FROM THE STATION
 LB2584'MANAGER IS 637 FEET.  THE HEIGHT AS DETERMINED BY USE OF HAND
 LB2584'LEVEL IS 635 FEET.
 LB2584'
 LB2584'A SMALLER MAST 367 FEET HIGH IS LOCATED ABOUT 150 FEET NORTHEAST OF
 LB2584'THE TALLER MAST.
 LB2584'
 LB2584'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 BY-PASS
 LB2584'AND STATE HIGHWAY 38 (EAST) GO NORTH ON HIGHWAY 52 FOR 0.15 MILE TO A
 LB2584'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD (MC CARTY
 LB2584'LANE) FOR 0.15 MILE TO THE TRANSMITTING STATION AND MAST ON THE
 LB2584'RIGHT, SOUTH SIDE OF ROAD.
 LB2584'
 LB2584'THE SMALLER MAST MENTIONED ABOVE IS LAFAYETTE, RADIO STATION WASK,
 LB2584'MAST (1948).
 LB2584
 LB2584                          STATION RECOVERY (1970)
 LB2584
 LB2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 LB2584'STATION WAS RECOVERED AS DESCRIBED.  THIS
 LB2584'TOWER IS TO BE DISMANTLED WITHIN THE NEXT YEAR.
 LB2584'
 LB2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SE OF
 LB2584'LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2583 ***********************************************************************
 LB2583  DESIGNATION -  LAFAYETTE WASK RADIO MAST
 LB2583  PID         -  LB2583
 LB2583  STATE/COUNTY-  IN/TIPPECANOE
 LB2583  COUNTRY     -  US
 LB2583  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2583
 LB2583                         *CURRENT SURVEY CONTROL
 LB2583  ______________________________________________________________________
 LB2583* NAD 83(1997) POSITION- 40 24 07.80496(N) 086 50 58.82995(W)   ADJUSTED
 LB2583  ______________________________________________________________________
 LB2583  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 LB2583  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LB2583  HORZ ORDER      -  THIRD
 LB2583
 LB2583.The horizontal coordinates were established by classical geodetic methods
 LB2583.and adjusted by the National Geodetic Survey in May 1999.
 LB2583
 LB2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2583.GEOID18 height accuracy estimate available here.
 LB2583
 LB2583.Click photographs - Photos may exist for this station.
 LB2583
 LB2583.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2583
 LB2583. The following values were computed from the NAD 83(1997) position.
 LB2583
 LB2583;                    North         East     Units Scale Factor Converg.
 LB2583;SPC IN W     -   572,198.499   919,834.787   MT  0.99997151   +0 09 05.2
 LB2583;SPC IN W     - 1,877,287.91  3,017,824.63   sFT  0.99997151   +0 09 05.2
 LB2583;UTM  16      - 4,472,406.339   512,756.105   MT  0.99960200   +0 05 50.8
 LB2583
 LB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275672406(NAD 83)
 LB2583
 LB2583                          SUPERSEDED SURVEY CONTROL
 LB2583
 LB2583  NAD 83(1986)-  40 24 07.81187(N)    086 50 58.84160(W) AD(       ) 3
 LB2583  NAD 27      -  40 24 07.69800(N)    086 50 58.80800(W) AD(       ) 3
 LB2583
 LB2583.Superseded values are not recommended for survey control.
 LB2583
 LB2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2583.See file dsdata.pdf to determine how the superseded data were derived.
 LB2583
 LB2583_MARKER: 42 = RADIO/TV MAST
 LB2583
 LB2583  HISTORY     - Date     Condition        Report By
 LB2583  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2583  HISTORY     - 1955     GOOD             CGS
 LB2583  HISTORY     - 1956     GOOD             CGS
 LB2583
 LB2583                          STATION DESCRIPTION
 LB2583
 LB2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2583'THIS IS AN INTERSECTION STATION.
 LB2583'
 LB2583'STATION IS LOCATED ON THE SOUTHEAST EDGE OF THE CITY OF LA FAYETTE
 LB2583'ABOUT 0.4 MILE EAST OF U. S. HIGHWAY 52 (BYPASS).  IT IS ABOUT 400
 LB2583'FEET HIGH, OF STEEL CONSTRUCTION AND IS PAINTED RED AND WHITE.
 LB2583'POINT OF INTERSECTION WAS THE CENTER OF TOP.
 LB2583'
 LB2583'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BYPASS) AND
 LB2583'U. S. HIGHWAY 52 (BUSINESS ROUTE) IN THE SOUTHEAST SECTION OF
 LB2583'LA FAYETTE, GO NORTH ON HIGHWAY 52 (BYPASS) FOR ABOUT 0.2 MILE TO A
 LB2583'PAVED ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.4 MILE TO STATION
 LB2583'ON RIGHT OR SOUTH OF ROAD AS DESCRIBED.
 LB2583
 LB2583                          STATION RECOVERY (1955)
 LB2583
 LB2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2583'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE HEIGHT OF
 LB2583'THE MAST WAS OBTAINED FROM THE STATION MANAGER AND WAS 367 FEET
 LB2583'INSTEAD OF THE APPROXIMATE 200 FEET AS PREVIOUSLY LISTED.
 LB2583'
 LB2583'NOTE--TELEVISION STATION WFAM-TV MAST HAS BEEN ERECTED ABOUT 150
 LB2583'FEET SOUTHWEST OF THIS MAST.
 LB2583
 LB2583                          STATION RECOVERY (1956)
 LB2583
 LB2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 LB2583'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1732 ***********************************************************************
 JA1732  DESIGNATION -  LAGLE
 JA1732  PID         -  JA1732
 JA1732  STATE/COUNTY-  IN/HARRISON
 JA1732  COUNTRY     -  US
 JA1732  USGS QUAD   -  DEPAUW (2019)
 JA1732
 JA1732                         *CURRENT SURVEY CONTROL
 JA1732  ______________________________________________________________________
 JA1732* NAD 83(1997) POSITION- 38 22 08.58379(N) 086 11 24.39674(W)   ADJUSTED
 JA1732* NAVD 88 ORTHO HEIGHT -   292.    (meters)      958.    (feet) SCALED
 JA1732  ______________________________________________________________________
 JA1732  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 JA1732  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 JA1732  HORZ ORDER      -  SECOND
 JA1732
 JA1732.The horizontal coordinates were established by classical geodetic methods
 JA1732.and adjusted by the National Geodetic Survey in May 1999.
 JA1732
 JA1732.The orthometric height was scaled from a topographic map.
 JA1732
 JA1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1732.GEOID18 height accuracy estimate available here.
 JA1732
 JA1732.Click photographs - Photos may exist for this station.
 JA1732
 JA1732.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1732
 JA1732. The following values were computed from the NAD 83(1997) position.
 JA1732
 JA1732;                    North         East     Units Scale Factor Converg.
 JA1732;SPC IN E     -   346,587.019    54,257.400   MT  0.99999242   -0 19 29.7
 JA1732;SPC IN E     - 1,137,094.24    178,009.49   sFT  0.99999242   -0 19 29.7
 JA1732;UTM  16      - 4,247,073.681   570,748.887   MT  0.99966164   +0 30 09.9
 JA1732
 JA1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1732!SPC IN E     -   0.99995945  x   0.99999242  =   0.99995187
 JA1732!UTM  16      -   0.99995945  x   0.99966164  =   0.99962110
 JA1732
 JA1732:                Primary Azimuth Mark                     Grid Az
 JA1732:SPC IN E     -  LAGLE AZ MK                              159 14 39.3
 JA1732:UTM  16      -  LAGLE AZ MK                              158 24 59.7
 JA1732
 JA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7074847073(NAD 83)
 JA1732
 JA1732|---------------------------------------------------------------------|
 JA1732| PID    Reference Object                     Distance      Geod. Az  |
 JA1732|                                                           dddmmss.s |
 JA1732| CG8749 LAGLE RM 1                           14.271 METERS 07152     |
 JA1732| CG8748 LAGLE AZ MK                                        1585509.6 |
 JA1732| CG8750 LAGLE RM 2                           26.460 METERS 19717     |
 JA1732|---------------------------------------------------------------------|
 JA1732
 JA1732                          SUPERSEDED SURVEY CONTROL
 JA1732
 JA1732  NAD 83(1993)-  38 22 08.58591(N)    086 11 24.39858(W) AD(       ) 2
 JA1732  NAD 83(1986)-  38 22 08.58865(N)    086 11 24.40222(W) AD(       ) 2
 JA1732  NAD 27      -  38 22 08.36400(N)    086 11 24.48400(W) AD(       ) 2
 JA1732
 JA1732.Superseded values are not recommended for survey control.
 JA1732
 JA1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1732.See file dsdata.pdf to determine how the superseded data were derived.
 JA1732
 JA1732_MARKER: DS = TRIANGULATION STATION DISK
 JA1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1732_STAMPING: LAGLE 1946
 JA1732_MARK LOGO: CGS
 JA1732_PROJECTION: RECESSED 25 CENTIMETERS
 JA1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1732+STABILITY: SURFACE MOTION
 JA1732
 JA1732  HISTORY     - Date     Condition        Report By
 JA1732  HISTORY     - 1946     MONUMENTED       CGS
 JA1732
 JA1732                          STATION DESCRIPTION
 JA1732
 JA1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1732'THE STATION IS 5 MILES SOUTHWEST OF THE VILLAGE OF PALMYRA, 3 MILES
 JA1732'NORTHEAST OF DEPAUW AND ON THE PROPERTY OF JOHN LAGLE.  IT IS ABOUT
 JA1732'75 YARDS SOUTH OF THE LAGLE FARM HOUSE, 38 FEET NORTHEAST OF THE
 JA1732'NORTHEAST CORNER OF THE BARN, AND 17 FEET SOUTHEAST OF THE
 JA1732'NORTHWEST FENCE CORNER POST OF AN ORCHARD.  THE STATION MARK IS SET
 JA1732'10-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JA1732'LAGLE 1946.
 JA1732'
 JA1732'REFERENCE MARK NO. 1 IS 46.82 FEET NORTHEAST OF THE STATION ON THE
 JA1732'NORTHERN EDGE OF AN ORCHARD AND IT IS ABOUT 3 FEET LOWER IN
 JA1732'ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 5 INCHES AND THE
 JA1732'DISK IS STAMPED LAGLE NO 1 1946.
 JA1732'
 JA1732'REFERENCE MARK NO. 2 IS 86.81 FEET SOUTH-SOUTHWEST OF THE STATION,
 JA1732'AND 1 FOOT EAST OF THE EAST EDGE OF A BARN.  THE MARK PROJECTS 5
 JA1732'INCHES AND THE DISK IS STAMPED LAGLE NO 2 1946.
 JA1732'
 JA1732'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION AND ON THE
 JA1732'EASTERN EDGE OF A YOUNG ORCHARD.  IT IS 0.1 MILE SOUTH OF A FARM
 JA1732'HOUSE, 6 FEET WEST OF A TRACK ROAD, AND 6 FEET NORTH OF A WITNESS
 JA1732'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LAGLE
 JA1732'1946.
 JA1732'
 JA1732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND THE
 JA1732'MAIN CROSSROAD IN THE VILLAGE OF RAMSEY, GO NORTH ON GRAVELED ROAD
 JA1732'FOR 2.55 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.9 MILE TO A
 JA1732'CEMETERY ON THE RIGHT, CONTINUE ON MAIN TRAVELED ROAD FOR 0.25
 JA1732'MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WIRE
 JA1732'GATE, PASS THROUGH GATE AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 JA1732'LEFT AND ANOTHER WIRE GATE ABOUT 60 FEET, PASS THROUGH GATE AND
 JA1732'PASS A FARM HOUSE ON THE LEFT.  CONTINUE ON IN A NORTHERLY
 JA1732'DIRECTION FOR 0.15 MILE TO A WOOD GATE, PASS THROUGH GATE AND FOLLOW
 JA1732'MAIN ROAD FOR 0.2 MILE TO THE JOHN LAGLE FARM YARD AND THE STATION
 JA1732'AS DESCRIBED.
 JA1732'
 JA1732'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0059 ***********************************************************************
 LB0059  DESIGNATION -  LAGRANGE
 LB0059  PID         -  LB0059
 LB0059  STATE/COUNTY-  IN/CASS
 LB0059  COUNTRY     -  US
 LB0059  USGS QUAD   -  LOGANSPORT (2019)
 LB0059
 LB0059                         *CURRENT SURVEY CONTROL
 LB0059  ______________________________________________________________________
 LB0059* NAD 83(1997) POSITION- 40 45 00.78304(N) 086 21 27.57433(W)   ADJUSTED
 LB0059* NAVD 88 ORTHO HEIGHT -   182.677 (meters)      599.33  (feet) ADJUSTED
 LB0059  ______________________________________________________________________
 LB0059  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 LB0059  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 LB0059  DYNAMIC HEIGHT  -        182.590 (meters)      599.05  (feet) COMP
 LB0059  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 LB0059
 LB0059  HORZ ORDER      -  SECOND
 LB0059  VERT ORDER      -  SECOND    CLASS 0
 LB0059
 LB0059.The horizontal coordinates were established by classical geodetic methods
 LB0059.and adjusted by the National Geodetic Survey in May 1999.
 LB0059
 LB0059.The orthometric height was determined by differential leveling and
 LB0059.adjusted by the NATIONAL GEODETIC SURVEY
 LB0059.in June 1991.
 LB0059
 LB0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0059.GEOID18 height accuracy estimate available here.
 LB0059
 LB0059.Click photographs - Photos may exist for this station.
 LB0059
 LB0059.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0059
 LB0059.The dynamic height is computed by dividing the NAVD 88
 LB0059.geopotential number by the normal gravity value computed on the
 LB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0059.degrees latitude (g = 980.6199 gals.).
 LB0059
 LB0059.The modeled gravity was interpolated from observed gravity values.
 LB0059
 LB0059. The following values were computed from the NAD 83(1997) position.
 LB0059
 LB0059;                    North         East     Units Scale Factor Converg.
 LB0059;SPC IN E     -   611,050.101    41,645.998   MT  1.00000856   -0 27 03.8
 LB0059;SPC IN E     - 2,004,753.54    136,633.58   sFT  1.00000856   -0 27 03.8
 LB0059;SPC IN W     -   611,073.737   961,282.811   MT  1.00001287   +0 28 25.3
 LB0059;SPC IN W     - 2,004,831.09  3,153,808.69   sFT  1.00001287   +0 28 25.3
 LB0059;UTM  16      - 4,511,227.856   554,225.413   MT  0.99963619   +0 25 09.5
 LB0059
 LB0059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0059!SPC IN E     -   0.99997671  x   1.00000856  =   0.99998527
 LB0059!SPC IN W     -   0.99997671  x   1.00001287  =   0.99998958
 LB0059!UTM  16      -   0.99997671  x   0.99963619  =   0.99961290
 LB0059
 LB0059:                Primary Azimuth Mark                     Grid Az
 LB0059:SPC IN E     -  RIVER                                    122 08 12.1
 LB0059:SPC IN W     -  RIVER                                    121 12 43.0
 LB0059:UTM  16      -  RIVER                                    121 15 58.8
 LB0059
 LB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5422511227(NAD 83)
 LB0059
 LB0059|---------------------------------------------------------------------|
 LB0059| PID    Reference Object                     Distance      Geod. Az  |
 LB0059|                                                           dddmmss.s |
 LB0059| LB2401 RIVER                               APPROX. 0.5 KM 1214108.3 |
 LB0059|---------------------------------------------------------------------|
 LB0059
 LB0059                          SUPERSEDED SURVEY CONTROL
 LB0059
 LB0059  NAD 83(1986)-  40 45 00.79054(N)    086 21 27.59299(W) AD(       ) 2
 LB0059  NAD 27      -  40 45 00.63040(N)    086 21 27.59730(W) AD(       ) 2
 LB0059  USSD        -  40 45 00.65700(N)    086 21 27.43600(W) AD(       ) 3
 LB0059  NGVD 29 (??/??/92)  182.798  (m)          599.73   (f) ADJ UNCH    2 0
 LB0059  NGVD 29             182.80   (m)          599.7    (f) LEVELING    3  
 LB0059
 LB0059.Superseded values are not recommended for survey control.
 LB0059
 LB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0059.See file dsdata.pdf to determine how the superseded data were derived.
 LB0059
 LB0059_MARKER: DS = TRIANGULATION STATION DISK
 LB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0059_STAMPING: LAGRANGE 1920
 LB0059_MARK LOGO: CGS
 LB0059_PROJECTION: FLUSH
 LB0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0059+STABILITY: SURFACE MOTION
 LB0059
 LB0059  HISTORY     - Date     Condition        Report By
 LB0059  HISTORY     - 1920     MONUMENTED       CGS
 LB0059  HISTORY     - 1929     MARK NOT FOUND   LOCENG
 LB0059  HISTORY     - 1938     GOOD             CGS
 LB0059  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB0059
 LB0059                          STATION DESCRIPTION
 LB0059
 LB0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB0059'ONE-HALF MILE FROM THE PENNSYLVANIA RAILROAD DEPOT AT LOGANSPORT, ON
 LB0059'THE E SIDE OF THE TRACK, 65 YARDS N OF THE PENNSYLVANIA RAILROAD
 LB0059'FREIGHT DEPOT, 165 YARDS SE OF MILEPOST C 197, 2.120 METERS (6.95
 LB0059'FEET) E OF THE E AND NEAREST RAIL OF THE INCOMING TRACK.  THE
 LB0059'STATION AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB0059'DESCRIBED.  THERE IS NO REFERENCE MARK.
 LB0059
 LB0059                          STATION RECOVERY (1929)
 LB0059
 LB0059'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 LB0059'STATION NOT RECOVERED, ALTHOUGH EXTENSIVE DIGGING WAS DONE.  RAILROAD
 LB0059'YARDS HAVE BEEN REBUILT AND STATION IS PROBABLY LOST.
 LB0059
 LB0059                          STATION RECOVERY (1938)
 LB0059
 LB0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LB0059'AT LOGANSPORT.
 LB0059'AT LOGANSPORT, CASS COUNTY, ON THE CHICAGO-CINCINNATI LINE OF
 LB0059'THE PENNSYLVANIA RAILROAD, 184 YARDS EAST OF MILEPOST C 197,
 LB0059'108 YARDS EAST AND 31 YARDS SOUTH OF THE ENTRANCE TO THE ENTRANCE
 LB0059'TO THE WABASH RAILROAD STATION, 90 YARDS NORTH OF THE WABASH
 LB0059'RAILROAD FREIGHT HOUSE, 8 YARDS EAST OF THE SECOND SWITCH TARGET
 LB0059'EAST OF MILEPOST C 197, AND 2 YARDS NORTH OF THE NORTH RAIL OF
 LB0059'THE WESTBOUND TRACK OF THE MAIN LINE.  A STANDARD
 LB0059'TRIANGULATION-STATION DISK, STAMPED LAGRANGE 1920 AND SET IN
 LB0059'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  NOTE-- THIS BENCH
 LB0059'MARK HAS BEEN HIT BY A HEAVY OBJECT, AND THE POST IS CRACKED AT
 LB0059'THE TOP.
 LB0059
 LB0059                          STATION RECOVERY (2017)
 LB0059
 LB0059'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0059'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1511 ***********************************************************************
 MD1511  DESIGNATION -  LAGRANGE
 MD1511  PID         -  MD1511
 MD1511  STATE/COUNTY-  IN/LAGRANGE
 MD1511  COUNTRY     -  US
 MD1511  USGS QUAD   -  LAGRANGE (2019)
 MD1511
 MD1511                         *CURRENT SURVEY CONTROL
 MD1511  ______________________________________________________________________
 MD1511* NAD 83(1997) POSITION- 41 37 55.88239(N) 085 24 57.81938(W)   ADJUSTED
 MD1511* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 MD1511  ______________________________________________________________________
 MD1511  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 MD1511  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 MD1511  HORZ ORDER      -  SECOND
 MD1511
 MD1511.The horizontal coordinates were established by classical geodetic methods
 MD1511.and adjusted by the National Geodetic Survey in May 1999.
 MD1511
 MD1511.The orthometric height was scaled from a topographic map.
 MD1511
 MD1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1511.GEOID18 height accuracy estimate available here.
 MD1511
 MD1511.Click photographs - Photos may exist for this station.
 MD1511
 MD1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1511
 MD1511. The following values were computed from the NAD 83(1997) position.
 MD1511
 MD1511;                    North         East     Units Scale Factor Converg.
 MD1511;SPC IN E     -   708,797.181   120,881.324   MT  0.99997203   +0 09 59.4
 MD1511;SPC IN E     - 2,325,445.42    396,591.48   sFT  0.99997203   +0 09 59.4
 MD1511;UTM  16      - 4,610,151.656   631,932.764   MT  0.99981420   +1 03 08.8
 MD1511
 MD1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1511!SPC IN E     -   0.99995771  x   0.99997203  =   0.99992974
 MD1511!UTM  16      -   0.99995771  x   0.99981420  =   0.99977192
 MD1511
 MD1511:                Primary Azimuth Mark                     Grid Az
 MD1511:SPC IN E     -  LAGRANGE AZ MK                           179 18 30.6
 MD1511:UTM  16      -  LAGRANGE AZ MK                           178 25 21.2
 MD1511
 MD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3193210151(NAD 83)
 MD1511
 MD1511|---------------------------------------------------------------------|
 MD1511| PID    Reference Object                     Distance      Geod. Az  |
 MD1511|                                                           dddmmss.s |
 MD1511| CC9543 LAGRANGE RM 1                        29.916 METERS 08821     |
 MD1511| CC9542 LAGRANGE AZ MK                                     1792830.0 |
 MD1511| CC9544 LAGRANGE RM 2                        28.895 METERS 19648     |
 MD1511| MD1506 LAGRANGE MUNICIPAL TANK             APPROX. 1.3 KM 3490514.4 |
 MD1511| MD1510 LAGRANGE CO COURTHOUSE DOME         APPROX. 1.4 KM 3510720.5 |
 MD1511| MD1514 STURGIS MUNICIPAL TANK              APPROX.18.5 KM 3573308.4 |
 MD1511|---------------------------------------------------------------------|
 MD1511
 MD1511                          SUPERSEDED SURVEY CONTROL
 MD1511
 MD1511  NAD 83(1995)-  41 37 55.88181(N)    085 24 57.82331(W) AD(       ) 2
 MD1511  NAD 83(1994)-  41 37 55.88269(N)    085 24 57.82702(W) AD(       ) 2
 MD1511  NAD 83(1986)-  41 37 55.88274(N)    085 24 57.82957(W) AD(       ) 2
 MD1511  NAD 27      -  41 37 55.70090(N)    085 24 57.90310(W) AD(       ) 2
 MD1511
 MD1511.Superseded values are not recommended for survey control.
 MD1511
 MD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1511.See file dsdata.pdf to determine how the superseded data were derived.
 MD1511
 MD1511_MARKER: DS = TRIANGULATION STATION DISK
 MD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1511_STAMPING: LAGRANGE 1946
 MD1511_MARK LOGO: CGS
 MD1511_PROJECTION: FLUSH
 MD1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1511+STABILITY: SURFACE MOTION
 MD1511
 MD1511  HISTORY     - Date     Condition        Report By
 MD1511  HISTORY     - 1946     MONUMENTED       CGS
 MD1511  HISTORY     - 1960     GOOD             CGS
 MD1511  HISTORY     - 1971     GOOD             NGS
 MD1511  HISTORY     - 19940520 GOOD             USPSQD
 MD1511  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1511
 MD1511                          STATION DESCRIPTION
 MD1511
 MD1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1511'STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 9 AND 0.65 MILE
 MD1511'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 9 IN
 MD1511'LAGRANGE.  IT IS IN AN EAST-WEST FENCE LINE 69 FEET EAST OF THE
 MD1511'APPROXIMATE CENTER OF HIGHWAY 9 AND 25 FEET EAST OF A FENCE.  THE MARK
 MD1511'IS FLUSH AND THE DISK IS STAMPED LAGRANGE 1946.
 MD1511'
 MD1511'REFERENCE MARK NO. 1 IS 98.15 FEET EAST OF THE STATION IN THE FENCE
 MD1511'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAGRANGE NO 1 1946.
 MD1511'
 MD1511'REFERENCE MARK NO. 2 IS 94.8 FEET SOUTH OF THE STATION.  IT IS 35 FEET
 MD1511'EAST OF THE APPROXIMATE CENTER OF HIGHWAY 9.  THE MARK PROJECTS ABOUT
 MD1511'2 INCHES AND THE DISK IS STAMPED LAGRANGE NO 2 1946.
 MD1511'
 MD1511'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION ON THE NORTHEAST CORNER
 MD1511'OF HIGHWAY 9 AND ON A GRAVEL CROSSROAD.  IT IS 44.5 FEET EAST OF THE
 MD1511'HIGHWAY, 32 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 2.5 FEET
 MD1511'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1511'THE DISK IS STAMPED LAGRANGE 1946.
 MD1511'
 MD1511'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1511
 MD1511                          STATION RECOVERY (1960)
 MD1511
 MD1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1511'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY AS
 MD1511'DESCRIBED.
 MD1511'
 MD1511'ABOUT 0.85 MILE S ALONG CENTRAL AVENUE (MAIN N-S STREET) AND NO. 9
 MD1511'INDIANA HWY. FROM THE COURTHOUSE OR 0.65 MILE FROM THE JUNCTION OF
 MD1511'SAID AND NO. 20 U. S. HWY., ON CREST OF RIDGE, ON OUTSIDE OF HWY.
 MD1511'CURVE, 182 FEET N OF PROJECTED LINE OF N FENCE OF GREENWOOD CEMETERY,
 MD1511'69 FEET E OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 7.3 FEET HIGHER
 MD1511'THAN SAME, 33 FEET E OF FENCE T-INTERSECTION, IN THE FENCE LINE, AND 2
 MD1511'FEET W OF STEEL WITNESS POST, STANDARD DISKS STAMPED LAGRANGE 1946,
 MD1511'NOTES 1A AND 7A, THE UPPER FLUSH WITH THE GROUND.
 MD1511'
 MD1511'REFERENCE STAMPED LAGRANGE NO 1 1946, NOTE 11A, FLUSH IS 98.10 FEET OR
 MD1511'29.901 METERS W IN AZIMUTH 268 DEG 21 MIN FROM STATION, 167 FEET W OF
 MD1511'CENTER LINE OF HWY., AND 2 FEET S OF THE FENCE.
 MD1511'
 MD1511'REFERENCE STAMPED LAGRANGE NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1511'94.71 FEET OR 28.868 MTERS SSW IN AZIMUTH 16 DEG 48 MIN FROM STATION,
 MD1511'51 FEET N OF HWY. RIGHT-OF-WAY MARKER, AND 35 FEET E OF CENTER LINE OF
 MD1511'THE HIGHWAY.
 MD1511'
 MD1511'AZIMUTH STAMPED LAGRANGE 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS 0.35
 MD1511'MILE S OF THE STATION, 44.5 FEET E OF CENTER LINE OF THE HIGHWAY, 30
 MD1511'FEET N OF CENTER LINE OF GRAVEL ROAD, AND 1.6 FEET NW OF STEEL WITNESS
 MD1511'POST.
 MD1511
 MD1511                          STATION RECOVERY (1971)
 MD1511
 MD1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DCS)
 MD1511'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 MD1511
 MD1511                          STATION RECOVERY (1994)
 MD1511
 MD1511'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1511'RECOVERED IN GOOD CONDITION.
 MD1511
 MD1511                          STATION RECOVERY (2018)
 MD1511
 MD1511'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1511'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1510 ***********************************************************************
 MD1510  DESIGNATION -  LAGRANGE CO COURTHOUSE DOME
 MD1510  PID         -  MD1510
 MD1510  STATE/COUNTY-  IN/LAGRANGE
 MD1510  COUNTRY     -  US
 MD1510  USGS QUAD   -  LAGRANGE (2019)
 MD1510
 MD1510                         *CURRENT SURVEY CONTROL
 MD1510  ______________________________________________________________________
 MD1510* NAD 83(1997) POSITION- 41 38 39.90895(N) 085 25 06.98724(W)   ADJUSTED
 MD1510  ______________________________________________________________________
 MD1510  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 MD1510  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 MD1510  HORZ ORDER      -  THIRD
 MD1510
 MD1510.The horizontal coordinates were established by classical geodetic methods
 MD1510.and adjusted by the National Geodetic Survey in May 1999.
 MD1510
 MD1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1510.GEOID18 height accuracy estimate available here.
 MD1510
 MD1510.Click photographs - Photos may exist for this station.
 MD1510
 MD1510.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1510
 MD1510. The following values were computed from the NAD 83(1997) position.
 MD1510
 MD1510;                    North         East     Units Scale Factor Converg.
 MD1510;SPC IN E     -   710,154.820   120,665.223   MT  0.99997192   +0 09 53.4
 MD1510;SPC IN E     - 2,329,899.61    395,882.49   sFT  0.99997192   +0 09 53.4
 MD1510;UTM  16      - 4,611,505.576   631,695.732   MT  0.99981343   +1 03 03.6
 MD1510
 MD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3169511505(NAD 83)
 MD1510
 MD1510                          SUPERSEDED SURVEY CONTROL
 MD1510
 MD1510  NAD 83(1995)-  41 38 39.90841(N)    085 25 06.99104(W) AD(       ) 3
 MD1510  NAD 83(1994)-  41 38 39.90931(N)    085 25 06.99465(W) AD(       ) 3
 MD1510  NAD 83(1986)-  41 38 39.90950(N)    085 25 06.99753(W) AD(       ) 3
 MD1510  NAD 27      -  41 38 39.72700(N)    085 25 07.07000(W) AD(       ) 3
 MD1510
 MD1510.Superseded values are not recommended for survey control.
 MD1510
 MD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1510.See file dsdata.pdf to determine how the superseded data were derived.
 MD1510
 MD1510_MARKER: 87 = DOME
 MD1510
 MD1510  HISTORY     - Date     Condition        Report By
 MD1510  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1510  HISTORY     - 1960     GOOD             CGS
 MD1510  HISTORY     - 1971     GOOD             NGS
 MD1510  HISTORY     - 19940420 GOOD             USPSQD
 MD1510
 MD1510                          STATION DESCRIPTION
 MD1510
 MD1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1510'THIS IS AN INTERSECTION STATION.
 MD1510'
 MD1510'STATION IS LOCATED IN THE CENTER OF THE PUBLIC SQUARE IN LAGRANGE.  IT
 MD1510'IS A SMALL DOME ON THE TOP OF A 4 SIDED CLOCK TOWER IN THE CENTER OF A
 MD1510'TWO STORY RED BRICK BUILDING ABOUT 150 FEET SQUARE.  THE POINT
 MD1510'INTERSECTED WAS THE SMALL FLAGPOLE IN THE CENTER OF THE DOME.
 MD1510
 MD1510                          STATION RECOVERY (1960)
 MD1510
 MD1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1510'RECOVERED REPORTEDLY AND EVIDENTLY UNCHANGED SINCE 1946, IT WAS PACED
 MD1510'AT THIS TIME AS 100 FEET BY 63 FEET E-W AND N-S RESPECTIVELY IN
 MD1510'OUTLINE DIMENSIONS THO IT IS STATED IN THE ORIGINAL DESCRIPTION THAT
 MD1510'IT IS ABOUT 150 FEET SQUARE.
 MD1510
 MD1510                          STATION RECOVERY (1971)
 MD1510
 MD1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DCS)
 MD1510'STATION WAS DISCOVERED AS DESCRIBED.
 MD1510'
 MD1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN LAGRANGE.
 MD1510
 MD1510                          STATION RECOVERY (1994)
 MD1510
 MD1510'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2182 ***********************************************************************
 LA2182  DESIGNATION -  LAGRO
 LA2182  PID         -  LA2182
 LA2182  STATE/COUNTY-  IN/WABASH
 LA2182  COUNTRY     -  US
 LA2182  USGS QUAD   -  LAGRO (2019)
 LA2182
 LA2182                         *CURRENT SURVEY CONTROL
 LA2182  ______________________________________________________________________
 LA2182* NAD 83(1997) POSITION- 40 52 06.26358(N) 085 43 08.32772(W)   ADJUSTED
 LA2182* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 LA2182  ______________________________________________________________________
 LA2182  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 LA2182  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 LA2182  HORZ ORDER      -  FIRST
 LA2182
 LA2182.The horizontal coordinates were established by classical geodetic methods
 LA2182.and adjusted by the National Geodetic Survey in May 1999.
 LA2182
 LA2182.The orthometric height was scaled from a topographic map.
 LA2182
 LA2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2182.GEOID18 height accuracy estimate available here.
 LA2182
 LA2182.Click photographs - Photos may exist for this station.
 LA2182
 LA2182.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2182
 LA2182. The following values were computed from the NAD 83(1997) position.
 LA2182
 LA2182;                    North         East     Units Scale Factor Converg.
 LA2182;SPC IN E     -   623,946.201    95,590.019   MT  0.99996691   -0 02 03.2
 LA2182;SPC IN E     - 2,047,063.49    313,614.92   sFT  0.99996691   -0 02 03.2
 LA2182;UTM  16      - 4,524,938.808   607,951.050   MT  0.99974343   +0 50 17.8
 LA2182
 LA2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2182!SPC IN E     -   0.99996349  x   0.99996691  =   0.99993040
 LA2182!UTM  16      -   0.99996349  x   0.99974343  =   0.99970693
 LA2182
 LA2182:                Primary Azimuth Mark                     Grid Az
 LA2182:SPC IN E     -  LAGRO AZ MK                              178 00 24.1
 LA2182:UTM  16      -  LAGRO AZ MK                              177 08 03.1
 LA2182
 LA2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0795124938(NAD 83)
 LA2182
 LA2182|---------------------------------------------------------------------|
 LA2182| PID    Reference Object                     Distance      Geod. Az  |
 LA2182|                                                           dddmmss.s |
 LA2182| CC9547 LAGRO RM 2                           42.462 METERS 00629     |
 LA2182| CC9545 LAGRO AZ MK                                        1775820.9 |
 LA2182| LA2230 WABASH CO CTHSE CLOCKTOWER          APPROX.11.6 KM 2280225.3 |
 LA2182| LA2227 WABASH MUNICIPAL STANDPIPE          APPROX.11.0 KM 2285006.6 |
 LA2182| LA2226 WABASH ASBESTOS MFG WATER TANK      APPROX. 9.8 KM 2313158.7 |
 LA2182| LA2228 WABASH GENERAL TIRE RUBBER TK       APPROX.12.6 KM 2331311.9 |
 LA2182| CC9546 LAGRO RM 1                           33.217 METERS 25542     |
 LA2182|---------------------------------------------------------------------|
 LA2182
 LA2182                          SUPERSEDED SURVEY CONTROL
 LA2182
 LA2182  NAD 83(1995)-  40 52 06.26678(N)    085 43 08.33967(W) AD(       ) 1
 LA2182  NAD 83(1986)-  40 52 06.26703(N)    085 43 08.34002(W) AD(       ) 1
 LA2182  NAD 27      -  40 52 06.10540(N)    085 43 08.40220(W) AD(       ) 1
 LA2182
 LA2182.Superseded values are not recommended for survey control.
 LA2182
 LA2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2182.See file dsdata.pdf to determine how the superseded data were derived.
 LA2182
 LA2182_MARKER: DS = TRIANGULATION STATION DISK
 LA2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2182_STAMPING: LAGRO 1948
 LA2182_MARK LOGO: CGS
 LA2182_PROJECTION: FLUSH
 LA2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2182+STABILITY: SURFACE MOTION
 LA2182
 LA2182  HISTORY     - Date     Condition        Report By
 LA2182  HISTORY     - 1948     MONUMENTED       CGS
 LA2182
 LA2182                          STATION DESCRIPTION
 LA2182
 LA2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2182'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF WABASH AND 2 MILES
 LA2182'NORTH OF LAGRO AND ON
 LA2182'LAND OWNED BY MR. CORN.  IT IS 114 FEET SOUTH OF THE SOUTHEAST CORNER
 LA2182'OF THE EAST WING OF THE BARN, 108 FEET
 LA2182'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE
 LA2182'BARN, 38 FEET WEST OF THE CENTER OF THE ROAD, 29
 LA2182'FEET NORTH OF A FENCELINE AND 19 FEET
 LA2182'WEST OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 LA2182'GROUND AND THE DISK IS STAMPED LAGRO
 LA2182'1948.
 LA2182'
 LA2182'REFERENCE MARK NO. 1 IS 108.98 FEET WEST OF THE STATION IN A FENCE
 LA2182'CORNER.  THE MARK PROJECTS ABOUT
 LA2182'4 INCHES AND THE DISK IS STAMPED LAGRO NO 1 1948.
 LA2182'
 LA2182'REFERENCE MARK NO. 2 IS 139.31 FEET NORTH OF THE STATION IN A FENCE
 LA2182'CORNER.  IT IS 31 FEET
 LA2182'NORTHEAST OF THE SOUTHEAST CORNER OF THE EAST WING OF THE BARN, 22
 LA2182'FEET WEST OF THE CENTER OF THE ROAD
 LA2182'AND 19 FEET EAST OF THE NORTHEAST CORNER OF THE EAST WING OF THE
 LA2182'BARN.  THE MARK IS FLUSH WITH THE GROUND
 LA2182'AND THE DISK IS STAMPED LAGRO NO 2 1948.
 LA2182'
 LA2182'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE WEST SIDE OF THE
 LA2182'ROAD.  IT IS 18 FEET WEST OF THE CENTER OF THE ROAD, ONE FOOT EAST OF
 LA2182'THE FENCE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LA2182'ABOUT 4 INCHES AND THE DISK IS STAMPED LAGRO 1948.
 LA2182'
 LA2182'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 24, STATE
 LA2182'HIGHWAY 524 (SOUTH) AND A BLACK TOP ROAD NORTH IN LAGRO, GO NORTH ON
 LA2182'BLACK TOP ROAD FOR 2.3 MILES TO A CROSS ROAD, TURN RIGHT AND GO EAST
 LA2182'FOR 1 MILE TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 LA2182'MR. CORNS FARM ON THE RIGHT AND STATION AS DESCRIBED.  CONTINUE SOUTH
 LA2182'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2182'
 LA2182'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1124 ***********************************************************************
 ME1124  DESIGNATION -  LAK 2
 ME1124  PID         -  ME1124
 ME1124  STATE/COUNTY-  IN/LAKE
 ME1124  COUNTRY     -  US
 ME1124  USGS QUAD   -  SCHNEIDER (2019)
 ME1124
 ME1124                         *CURRENT SURVEY CONTROL
 ME1124  ______________________________________________________________________
 ME1124* NAD 83(1986) POSITION- 41 10 27.     (N) 087 26 51.     (W)   SCALED
 ME1124* NAVD 88 ORTHO HEIGHT -   193.000 (meters)      633.20  (feet) ADJUSTED
 ME1124  ______________________________________________________________________
 ME1124  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 ME1124  DYNAMIC HEIGHT  -        192.918 (meters)      632.93  (feet) COMP
 ME1124  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 ME1124
 ME1124  VERT ORDER      -  SECOND    CLASS 0
 ME1124
 ME1124.The horizontal coordinates were scaled from a map and have
 ME1124.an estimated accuracy of +/- 6 seconds.
 ME1124
 ME1124.The orthometric height was determined by differential leveling and
 ME1124.adjusted by the NATIONAL GEODETIC SURVEY
 ME1124.in June 1991.
 ME1124
 ME1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1124.GEOID18 height accuracy estimate available here.
 ME1124
 ME1124.Click photographs - Photos may exist for this station.
 ME1124
 ME1124.The dynamic height is computed by dividing the NAVD 88
 ME1124.geopotential number by the normal gravity value computed on the
 ME1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1124.degrees latitude (g = 980.6199 gals.).
 ME1124
 ME1124.The modeled gravity was interpolated from observed gravity values.
 ME1124
 ME1124;                    North         East    Units  Estimated Accuracy
 ME1124;SPC IN W     -   657,960.      869,440.      MT  (+/- 180 meters Scaled)
 ME1124
 ME1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624581(NAD 83)
 ME1124
 ME1124                          SUPERSEDED SURVEY CONTROL
 ME1124
 ME1124  NGVD 29 (??/??/92)  193.088  (m)          633.49   (f) ADJ UNCH    2 0
 ME1124
 ME1124.Superseded values are not recommended for survey control.
 ME1124
 ME1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1124.See file dsdata.pdf to determine how the superseded data were derived.
 ME1124
 ME1124_MARKER: DB = BENCH MARK DISK
 ME1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1124_SP_SET: ABUTMENT
 ME1124_STAMPING: LAK 2 1950
 ME1124_MARK LOGO: INFCC
 ME1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1124
 ME1124  HISTORY     - Date     Condition        Report By
 ME1124  HISTORY     - 1950     MONUMENTED       INFCC
 ME1124  HISTORY     - 1954     GOOD             CGS
 ME1124
 ME1124                          STATION DESCRIPTION
 ME1124
 ME1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1124'1 MI S FROM SCHNEIDER.
 ME1124'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1124'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT BRIDGE OVER
 ME1124'KANKAKEE RIVER, IN THE TOP OF THE EAST END OF THE LOWER PART OF
 ME1124'THE NORTH CONCRETE ABUTMENT SUPPORTING STEEL SPAN OF THE NORTH
 ME1124'BOUND HIGHWAY BRIDGE OVER RIVER, ABOUT 73 YARDS SOUTH OF THE
 ME1124'NORTH END OF BRIDGE, 15 FEET EAST OF CENTER LINE OF BRIDGE FLOOR,
 ME1124'2 FEET SOUTHWEST OF NORTHEAST CORNER OF BRIDGE SEAT, 1 FOOT WEST
 ME1124'OF EAST EDGE OF BRIDGE SEAT AND ABOUT 5 FEET BELOW LEVEL OF
 ME1124'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0986 ***********************************************************************
 ME0986  DESIGNATION -  LAK L 292
 ME0986  PID         -  ME0986
 ME0986  STATE/COUNTY-  IN/LAKE
 ME0986  COUNTRY     -  US
 ME0986  USGS QUAD   -  GARY (2019)
 ME0986
 ME0986                         *CURRENT SURVEY CONTROL
 ME0986  ______________________________________________________________________
 ME0986* NAD 83(1986) POSITION- 41 33 03.     (N) 087 15 08.     (W)   SCALED
 ME0986* NAVD 88 ORTHO HEIGHT -   185.092 (meters)      607.26  (feet) ADJUSTED
 ME0986  ______________________________________________________________________
 ME0986  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 ME0986  DYNAMIC HEIGHT  -        185.022 (meters)      607.03  (feet) COMP
 ME0986  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 ME0986
 ME0986  VERT ORDER      -  FIRST     CLASS I
 ME0986
 ME0986.The horizontal coordinates were scaled from a map and have
 ME0986.an estimated accuracy of +/- 6 seconds.
 ME0986
 ME0986.The orthometric height was determined by differential leveling and
 ME0986.adjusted by the NATIONAL GEODETIC SURVEY
 ME0986.in June 1991.
 ME0986
 ME0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0986.GEOID18 height accuracy estimate available here.
 ME0986
 ME0986.Click photographs - Photos may exist for this station.
 ME0986
 ME0986.The dynamic height is computed by dividing the NAVD 88
 ME0986.geopotential number by the normal gravity value computed on the
 ME0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0986.degrees latitude (g = 980.6199 gals.).
 ME0986
 ME0986.The modeled gravity was interpolated from observed gravity values.
 ME0986
 ME0986;                    North         East    Units  Estimated Accuracy
 ME0986;SPC IN W     -   699,750.      885,910.      MT  (+/- 180 meters Scaled)
 ME0986
 ME0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL789999(NAD 83)
 ME0986
 ME0986                          SUPERSEDED SURVEY CONTROL
 ME0986
 ME0986  NGVD 29 (??/??/92)  185.188  (m)          607.57   (f) ADJ UNCH    1 1
 ME0986
 ME0986.Superseded values are not recommended for survey control.
 ME0986
 ME0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0986.See file dsdata.pdf to determine how the superseded data were derived.
 ME0986
 ME0986_MARKER: DD = SURVEY DISK
 ME0986_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0986_SP_SET: CURB
 ME0986_STAMPING: LAK L 292
 ME0986_MARK LOGO: INHD
 ME0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0986+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0986
 ME0986  HISTORY     - Date     Condition        Report By
 ME0986  HISTORY     - UNK      MONUMENTED       INHD
 ME0986  HISTORY     - 1968     GOOD             CGS
 ME0986  HISTORY     - 19920902 GOOD             NGS
 ME0986  HISTORY     - 20200227 MARK NOT FOUND   IN-089
 ME0986
 ME0986                          STATION DESCRIPTION
 ME0986
 ME0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0986'2.8 MI NW FROM HOBART.
 ME0986'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0986'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0986'STREET, THENCE 0.9 MILE EAST ALONG U.S. HIGHWAY 6, 0.6 MILE WEST
 ME0986'OF THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 51,
 ME0986'0.4 MILE EAST OF THE INTERSECTION OF NORTH LAKE PARK AVENUE, SET
 ME0986'ON THE TOP OF THE WEST END OF THE NORTH CONCRETE BASE FOR THE
 ME0986'NORTH CONCRETE AND STEEL BANISTER FOR THE 134 FOOT BRIDGE OVER
 ME0986'DEEP RIVER, IN SECTION 20, R 7 W, T 36 N, 19.5 FEET NORTH OF
 ME0986'THE CENTER LINE OF U.S. HIGHWAY 6 AND 0.8 FOOT ABOVE THE LEVEL
 ME0986'OF THE HIGHWAY.
 ME0986
 ME0986                          STATION RECOVERY (1992)
 ME0986
 ME0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0986'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0986'HOBART, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG RIDGE ROAD,
 ME0986'THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG WISCONSIN AVENUE, THENCE 1.5
 ME0986'KM (0.95 MI) EASTERLY ALONG 37TH AVENUE, IN TOP OF AND 0.1 M
 ME0986'(0.3 FT) EAST OF THE NORTH CONCRETE CURB OF THE AVENUE BRIDGE
 ME0986'SPANNING DEEP RIVER, 6.2 M (20.3 FT) NORTH OF THE AVENUE CENTERLINE,
 ME0986'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 ME0986
 ME0986                          STATION RECOVERY (2020)
 ME0986
 ME0986'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME0986'NEW BRIDGE.  MARK NOT FOUND, PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0996 ***********************************************************************
 ME0996  DESIGNATION -  LAK L 301
 ME0996  PID         -  ME0996
 ME0996  STATE/COUNTY-  IN/LAKE
 ME0996  COUNTRY     -  US
 ME0996  USGS QUAD   -  GARY (2019)
 ME0996
 ME0996                         *CURRENT SURVEY CONTROL
 ME0996  ______________________________________________________________________
 ME0996* NAD 83(1986) POSITION- 41 34 03.     (N) 087 18 44.     (W)   SCALED
 ME0996* NAVD 88 ORTHO HEIGHT -   191.869 (meters)      629.49  (feet) ADJUSTED
 ME0996  ______________________________________________________________________
 ME0996  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME0996  DYNAMIC HEIGHT  -        191.797 (meters)      629.25  (feet) COMP
 ME0996  MODELED GRAVITY -    980,243.7   (mgal)                       NAVD 88
 ME0996
 ME0996  VERT ORDER      -  FIRST     CLASS I
 ME0996
 ME0996.The horizontal coordinates were scaled from a map and have
 ME0996.an estimated accuracy of +/- 6 seconds.
 ME0996
 ME0996.The orthometric height was determined by differential leveling and
 ME0996.adjusted by the NATIONAL GEODETIC SURVEY
 ME0996.in June 1991.
 ME0996
 ME0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0996.GEOID18 height accuracy estimate available here.
 ME0996
 ME0996.Click photographs - Photos may exist for this station.
 ME0996
 ME0996.The dynamic height is computed by dividing the NAVD 88
 ME0996.geopotential number by the normal gravity value computed on the
 ME0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0996.degrees latitude (g = 980.6199 gals.).
 ME0996
 ME0996.The modeled gravity was interpolated from observed gravity values.
 ME0996
 ME0996;                    North         East    Units  Estimated Accuracy
 ME0996;SPC IN W     -   701,610.      880,910.      MT  (+/- 180 meters Scaled)
 ME0996
 ME0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM739018(NAD 83)
 ME0996
 ME0996                          SUPERSEDED SURVEY CONTROL
 ME0996
 ME0996  NGVD 29 (??/??/92)  191.970  (m)          629.82   (f) ADJ UNCH    1 1
 ME0996
 ME0996.Superseded values are not recommended for survey control.
 ME0996
 ME0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0996.See file dsdata.pdf to determine how the superseded data were derived.
 ME0996
 ME0996_MARKER: DB = BENCH MARK DISK
 ME0996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0996_SP_SET: OVERPASS
 ME0996_STAMPING: LAK L 301
 ME0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0996
 ME0996  HISTORY     - Date     Condition        Report By
 ME0996  HISTORY     - UNK      MONUMENTED       INHD
 ME0996  HISTORY     - 1968     GOOD             CGS
 ME0996  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0996
 ME0996                          STATION DESCRIPTION
 ME0996
 ME0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0996'1.2 MI NW FROM LIVERPOOL.
 ME0996'ABOUT 1.2 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0996'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, IN
 ME0996'SECTION 14, R 8 W, T 36 N, SET IN TOP AND NEAR THE WEST END OF
 ME0996'THE CONCRETE BASE FOR THE NORTH CONCRETE AND STEEL BANNISTER OF
 ME0996'THE NORTH ONE OF TWO OVERPASS FOR INTERSTATE HIGHWAY 80 AND 94
 ME0996'OVER THE TRACKS, 69 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME0996'SOUTHWEST TRACK, 22 FEET NORTH OF THE CENTER LINE OF THE
 ME0996'WESTBOUND LANE OF THE HIGHWAY, 21 FEET EAST OF THE WEST END OF
 ME0996'THE BANNISTER AND 35 FEET ABOVE THE LEVEL OF THE TRACK.
 ME0996
 ME0996                          STATION RECOVERY (1992)
 ME0996
 ME0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0996'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0995 ***********************************************************************
 ME0995  DESIGNATION -  LAK L 305
 ME0995  PID         -  ME0995
 ME0995  STATE/COUNTY-  IN/LAKE
 ME0995  COUNTRY     -  US
 ME0995  USGS QUAD   -  GARY (2019)
 ME0995
 ME0995                         *CURRENT SURVEY CONTROL
 ME0995  ______________________________________________________________________
 ME0995* NAD 83(1986) POSITION- 41 33 50.     (N) 087 18 20.     (W)   SCALED
 ME0995* NAVD 88 ORTHO HEIGHT -   193.110 (meters)      633.56  (feet) ADJUSTED
 ME0995  ______________________________________________________________________
 ME0995  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 ME0995  DYNAMIC HEIGHT  -        193.037 (meters)      633.32  (feet) COMP
 ME0995  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 ME0995
 ME0995  VERT ORDER      -  FIRST     CLASS I
 ME0995
 ME0995.The horizontal coordinates were scaled from a map and have
 ME0995.an estimated accuracy of +/- 6 seconds.
 ME0995
 ME0995.The orthometric height was determined by differential leveling and
 ME0995.adjusted by the NATIONAL GEODETIC SURVEY
 ME0995.in June 1991.
 ME0995
 ME0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0995.GEOID18 height accuracy estimate available here.
 ME0995
 ME0995.Click photographs - Photos may exist for this station.
 ME0995
 ME0995.The dynamic height is computed by dividing the NAVD 88
 ME0995.geopotential number by the normal gravity value computed on the
 ME0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0995.degrees latitude (g = 980.6199 gals.).
 ME0995
 ME0995.The modeled gravity was interpolated from observed gravity values.
 ME0995
 ME0995;                    North         East    Units  Estimated Accuracy
 ME0995;SPC IN W     -   701,210.      881,460.      MT  (+/- 180 meters Scaled)
 ME0995
 ME0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745014(NAD 83)
 ME0995
 ME0995                          SUPERSEDED SURVEY CONTROL
 ME0995
 ME0995  NGVD 29 (??/??/92)  193.210  (m)          633.89   (f) ADJ UNCH    1 1
 ME0995
 ME0995.Superseded values are not recommended for survey control.
 ME0995
 ME0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0995.See file dsdata.pdf to determine how the superseded data were derived.
 ME0995
 ME0995_MARKER: DB = BENCH MARK DISK
 ME0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0995_SP_SET: OVERPASS
 ME0995_STAMPING: LAK L 305
 ME0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0995
 ME0995  HISTORY     - Date     Condition        Report By
 ME0995  HISTORY     - UNK      MONUMENTED       INHD
 ME0995  HISTORY     - 1968     GOOD             CGS
 ME0995  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0995
 ME0995                          STATION DESCRIPTION
 ME0995
 ME0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0995'0.8 MI NW FROM LIVERPOOL.
 ME0995'ABOUT 0.8 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0995'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, IN
 ME0995'SECTION 23, R 8 W, T 36 N, SET ON THE TOP OF THE SOUTHWEST END
 ME0995'OF THE CONCRETE BASE FOR THE NORTHWEST CONCRETE AND STEEL
 ME0995'BANNISTER OF THE NORTHWEST ONE OF TWO OVERPASSES OF INTERSTATE
 ME0995'HIGHWAY 65 OVERPASS OVER THE TRACKS, 79 FEET SOUTHWEST OF THE
 ME0995'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 23 FEET NORTHWEST OF THE
 ME0995'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 36 FEET
 ME0995'ABOVE THE LEVEL OF THE TRACK.
 ME0995
 ME0995                          STATION RECOVERY (1992)
 ME0995
 ME0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0995'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1924 ***********************************************************************
 KA1924  DESIGNATION -  LAKE
 KA1924  PID         -  KA1924
 KA1924  STATE/COUNTY-  IN/MARION
 KA1924  COUNTRY     -  US
 KA1924  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1924
 KA1924                         *CURRENT SURVEY CONTROL
 KA1924  ______________________________________________________________________
 KA1924* NAD 83(1997) POSITION- 39 50 19.26621(N) 086 07 18.81539(W)   ADJUSTED
 KA1924* NAVD 88 ORTHO HEIGHT -   225.09  (+/-2cm)      738.5   (feet) VERTCON3
 KA1924  ______________________________________________________________________
 KA1924  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 KA1924  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 KA1924  HORZ ORDER      -  SECOND
 KA1924  VERT ORDER      -  THIRD ? (See Below)
 KA1924
 KA1924.The horizontal coordinates were established by classical geodetic methods
 KA1924.and adjusted by the National Geodetic Survey in May 1999.
 KA1924
 KA1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1924
 KA1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1924.GEOID18 height accuracy estimate available here.
 KA1924
 KA1924.The vertical order pertains to the NGVD 29 superseded value.
 KA1924
 KA1924.Click photographs - Photos may exist for this station.
 KA1924
 KA1924.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1924
 KA1924. The following values were computed from the NAD 83(1997) position.
 KA1924
 KA1924;                    North         East     Units Scale Factor Converg.
 KA1924;SPC IN E     -   509,706.101    61,036.357   MT  0.99998535   -0 17 29.9
 KA1924;SPC IN E     - 1,672,260.77    200,250.11   sFT  0.99998535   -0 17 29.9
 KA1924;UTM  16      - 4,410,221.931   575,131.552   MT  0.99966949   +0 33 45.2
 KA1924
 KA1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1924!SPC IN E     -   0.99996998  x   0.99998535  =   0.99995533
 KA1924!UTM  16      -   0.99996998  x   0.99966949  =   0.99963948
 KA1924
 KA1924:                Primary Azimuth Mark                     Grid Az
 KA1924:SPC IN E     -  ERIE                                     359 52 53.5
 KA1924:UTM  16      -  ERIE                                     359 01 38.4
 KA1924
 KA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7513110221(NAD 83)
 KA1924
 KA1924|---------------------------------------------------------------------|
 KA1924| PID    Reference Object                     Distance      Geod. Az  |
 KA1924|                                                           dddmmss.s |
 KA1924| CC9548 LAKE RM                              27.000 METERS 33254     |
 KA1924| KA1923 ERIE                                APPROX. 0.6 KM 3593523.6 |
 KA1924|---------------------------------------------------------------------|
 KA1924
 KA1924                          SUPERSEDED SURVEY CONTROL
 KA1924
 KA1924  NAD 83(1986)-  39 50 19.26783(N)    086 07 18.84473(W) AD(       ) 2
 KA1924  NAD 27      -  39 50 19.12200(N)    086 07 18.86500(W) AD(       ) 2
 KA1924  USSD        -  39 50 19.16800(N)    086 07 18.66500(W) AD(       ) 3
 KA1924  NGVD 29             225.22   (m)          738.9    (f) LEVELING    3  
 KA1924
 KA1924.Superseded values are not recommended for survey control.
 KA1924
 KA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1924.See file dsdata.pdf to determine how the superseded data were derived.
 KA1924
 KA1924_MARKER: DS = TRIANGULATION STATION DISK
 KA1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1924_STAMPING: LAKE 1920
 KA1924_MARK LOGO: CGS
 KA1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1924+STABILITY: SURFACE MOTION
 KA1924
 KA1924  HISTORY     - Date     Condition        Report By
 KA1924  HISTORY     - 1920     MONUMENTED       CGS
 KA1924  HISTORY     - 1955     GOOD             CGS
 KA1924  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1924  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1924
 KA1924                          STATION DESCRIPTION
 KA1924
 KA1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1924'ABOUT THREE-FOURTHS MILE N OF THIRTY-EIGHTH STREET ON THE E EDGE OF
 KA1924'KEYSTONE AVENUE, ABOUT 25 YARDS S OF THE S SIDE OF NEATHERFORDS
 KA1924'YARD, 1.3 METERS 4.3 FEET W OF THE FENCE ALONG THE ROAD, AND ABOUT
 KA1924'300 YARDS N OF THE COVERED BRIDGE OVER FALL CREEK. THE
 KA1924'INDIANAPOLIS CITY WATER SUPPLY PUMPING STATION IS JUST W OF THIS
 KA1924'BRIDGE. THE STATION, UNDERGROUND, AND REFERENCE MARKS
 KA1924'ARE BRONZE TABLETS SET IN CONCRETE.
 KA1924'THE REFERENCE MARK IS 27.00 METERS 88.58 FEET FROM
 KA1924'THE STATION N 27 DEG 06 MIN W.
 KA1924
 KA1924                          STATION RECOVERY (1955)
 KA1924
 KA1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1924'STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE MARK WAS NOT
 KA1924'FOUND AND WAS PROBABLY DESTROYED OR COVERED IN FILLING AND
 KA1924'GRADING THE SITE FOR A LAWN. FOR PRESENT DAY RECOVERY THE DESCRIPTION
 KA1924'SHOULD READ AS FOLLOWS-
 KA1924'
 KA1924'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF INDIANAPOLIS NEAR
 KA1924'THE JUNCTION OF KEYSTONE AVENUE AND EAST 45TH STREET. IT IS 4
 KA1924'FEET EAST OF THE EAST EDGE OF THE ASPHALT PAVEMENT OF KEYSTONE
 KA1924'AVENUE, 54 FEET NORTH OF THE PROJECTED CENTERLINE OF EAST 45TH
 KA1924'STREET, 85 FEET EAST OF AND ACROSS THE STREET FROM THE SOUTHEAST
 KA1924'CORNER OF THE RED BRICK BUILDING OF ROBERT L. MASON, GENERAL
 KA1924'CONTRACTOR, AND 122 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KA1924'BUILDING.
 KA1924'
 KA1924'MARKED BY A STANDARD DISK, STAMPED LAKE 1920, SET IN THE TOP OF A 12
 KA1924'INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 KA1924'GROUND.
 KA1924
 KA1924                          STATION RECOVERY (1975)
 KA1924
 KA1924'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1924'STATION NOT RECOVERED.
 KA1924'
 KA1924'DISTANCE AND DIRECTION FROM NEAREST TOWN--N.E. SIDE OF
 KA1924'INDIANAPOLIS.
 KA1924
 KA1924                          STATION RECOVERY (1995)
 KA1924
 KA1924'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2365 ***********************************************************************
 LB2365  DESIGNATION -  LAKE
 LB2365  PID         -  LB2365
 LB2365  STATE/COUNTY-  IN/FULTON
 LB2365  COUNTRY     -  US
 LB2365  USGS QUAD   -  MACY (2019)
 LB2365
 LB2365                         *CURRENT SURVEY CONTROL
 LB2365  ______________________________________________________________________
 LB2365* NAD 83(1997) POSITION- 40 58 51.65015(N) 086 14 40.24442(W)   ADJUSTED
 LB2365* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LB2365  ______________________________________________________________________
 LB2365  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 LB2365  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 LB2365  HORZ ORDER      -  SECOND
 LB2365
 LB2365.The horizontal coordinates were established by classical geodetic methods
 LB2365.and adjusted by the National Geodetic Survey in May 1999.
 LB2365
 LB2365.The orthometric height was scaled from a topographic map.
 LB2365
 LB2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2365.GEOID18 height accuracy estimate available here.
 LB2365
 LB2365.Click photographs - Photos may exist for this station.
 LB2365
 LB2365.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2365
 LB2365. The following values were computed from the NAD 83(1997) position.
 LB2365
 LB2365;                    North         East     Units Scale Factor Converg.
 LB2365;SPC IN E     -   636,610.615    51,370.403   MT  0.99999576   -0 22 44.3
 LB2365;SPC IN E     - 2,088,613.33    168,537.73   sFT  0.99999576   -0 22 44.3
 LB2365;UTM  16      - 4,536,924.236   563,556.159   MT  0.99964972   +0 29 43.7
 LB2365
 LB2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2365!SPC IN E     -   0.99996688  x   0.99999576  =   0.99996264
 LB2365!UTM  16      -   0.99996688  x   0.99964972  =   0.99961662
 LB2365
 LB2365:                Primary Azimuth Mark                     Grid Az
 LB2365:SPC IN E     -  LAKE AZ MK                               204 34 19.0
 LB2365:UTM  16      -  LAKE AZ MK                               203 41 51.0
 LB2365
 LB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6355636924(NAD 83)
 LB2365
 LB2365|---------------------------------------------------------------------|
 LB2365| PID    Reference Object                     Distance      Geod. Az  |
 LB2365|                                                           dddmmss.s |
 LB2365| CC9553 LAKE RM 1                            33.735 METERS 08601     |
 LB2365| CC9552 LAKE AZ MK                                         2041134.7 |
 LB2365|---------------------------------------------------------------------|
 LB2365
 LB2365                          SUPERSEDED SURVEY CONTROL
 LB2365
 LB2365  NAD 83(1986)-  40 58 51.66718(N)    086 14 40.25400(W) AD(       ) 2
 LB2365  NAD 27      -  40 58 51.51730(N)    086 14 40.25450(W) AD(       ) 2
 LB2365
 LB2365.Superseded values are not recommended for survey control.
 LB2365
 LB2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2365.See file dsdata.pdf to determine how the superseded data were derived.
 LB2365
 LB2365_MARKER: DS = TRIANGULATION STATION DISK
 LB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2365_STAMPING: LAKE 1947
 LB2365_MARK LOGO: CGS
 LB2365_PROJECTION: RECESSED 30 CENTIMETERS
 LB2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2365+STABILITY: SURFACE MOTION
 LB2365
 LB2365  HISTORY     - Date     Condition        Report By
 LB2365  HISTORY     - 1947     MONUMENTED       CGS
 LB2365
 LB2365                          STATION DESCRIPTION
 LB2365
 LB2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2365'STATION IS LOCATED ABOUT 6 MILES SOUTH OF ROCHESTER ON THE EAST SIDE
 LB2365'OF STATE HIGHWAY 25, ON LAND OWNED BY MR. PAUL HOENE.  IT IS 66 FEET
 LB2365'EAST OF THE CENTER OF THE HIGHWAY, 61 FEET SOUTHEAST OF A POWER
 LB2365'POLE NUMBERED N. I. P. CO. 3-154 93, 43 FEET NORTHEAST OF THE
 LB2365'NORTHEAST CORNER OF A BARN, 18 FEET EAST OF A NORTH-SOUTH FENCE
 LB2365'LINE, AND 18 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS 12
 LB2365'INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED LAKE 1947.
 LB2365'
 LB2365'REFERENCE MARK NO. 1 IS 110.68 FEET NORTHEAST OF THE STATION.  IT IS
 LB2365'31 FEET SOUTH OF A 2 FOOT WALNUT TREE, 16 FEET NORTH OF THE
 LB2365'NORTHWEST CORNER OF A WOODEN TOOL SHED, 15 FEET EAST OF THE CENTER
 LB2365'OF A GRAVEL DRIVEWAY, AND 1 FOOT WEST OF A CIRCULAR GALVANIZED IRON
 LB2365'CORN CRIB.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE NO 1
 LB2365'1947.
 LB2365'
 LB2365'106 (IND. GEOD. S) IS 84.52 FEET NORTH OF THE STATION, AND WAS USED
 LB2365'AS A REFERENCE MARK.  IT IS 55 FEET SOUTHWEST OF THE SOUTHWEST
 LB2365'CORNER OF THE BRICK PORCH ON THE WEST END OF A FRAME HOUSE, 49 FEET
 LB2365'EAST OF THE CENTER OF THE HIGHWAY, 27 FEET NORTHEAST OF A POWER
 LB2365'POLE, AND 5 FEET SOUTHWEST OF A 4 FOOT MAPLE TREE.  THE MARK IS A
 LB2365'4X4 INCH CONCRETE POST SET FLUSH WITH THE GROUND AND THE DISK
 LB2365'IS A STANDARD USC AND GS AND SS DISK STAMPED NO 106.
 LB2365'
 LB2365'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT IS 48 FEET WEST
 LB2365'OF THE CENTER OF STATE HIGHWAY 25, 31 FEET NORTH OF A TELEPHONE POLE,
 LB2365'15 FEET NORTHEAST OF A 2 FOOT APPLE TREE, AND 2 FEET NORTH OF A
 LB2365'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LB2365'STAMPED LAKE 1947.
 LB2365'
 LB2365'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON
 LB2365'STATE HIGHWAY 25 FOR 6.05 MILES TO THE STATION ON THE LEFT, CONTINUE
 LB2365'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LB2365'
 LB2365'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2370 ***********************************************************************
 LB2370  DESIGNATION -  LAKE
 LB2370  PID         -  LB2370
 LB2370  STATE/COUNTY-  IN/HOWARD
 LB2370  COUNTRY     -  US
 LB2370  USGS QUAD   -  MIAMI (2019)
 LB2370
 LB2370                         *CURRENT SURVEY CONTROL
 LB2370  ______________________________________________________________________
 LB2370* NAD 83(1997) POSITION- 40 32 04.78647(N) 086 03 31.09468(W)   ADJUSTED
 LB2370* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LB2370  ______________________________________________________________________
 LB2370  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 LB2370  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 LB2370  HORZ ORDER      -  THIRD
 LB2370
 LB2370.This mark is at Kokomo Airport (OKK)
 LB2370
 LB2370.The horizontal coordinates were established by classical geodetic methods
 LB2370.and adjusted by the National Geodetic Survey in May 1999.
 LB2370
 LB2370.The orthometric height was scaled from a topographic map.
 LB2370
 LB2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2370.GEOID18 height accuracy estimate available here.
 LB2370
 LB2370.Click photographs - Photos may exist for this station.
 LB2370
 LB2370.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2370
 LB2370. The following values were computed from the NAD 83(1997) position.
 LB2370
 LB2370;                    North         East     Units Scale Factor Converg.
 LB2370;SPC IN E     -   586,958.332    66,791.691   MT  0.99998024   -0 15 17.1
 LB2370;SPC IN E     - 1,925,712.46    219,132.41   sFT  0.99998024   -0 15 17.1
 LB2370;UTM  16      - 4,487,527.988   579,724.778   MT  0.99967824   +0 36 42.6
 LB2370
 LB2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2370!SPC IN E     -   0.99996636  x   0.99998024  =   0.99994660
 LB2370!UTM  16      -   0.99996636  x   0.99967824  =   0.99964461
 LB2370
 LB2370:                Primary Azimuth Mark                     Grid Az
 LB2370:SPC IN E     -  PLEVNA                                   092 47 54.9
 LB2370:UTM  16      -  PLEVNA                                   091 55 55.2
 LB2370
 LB2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7972487527(NAD 83)
 LB2370
 LB2370|---------------------------------------------------------------------|
 LB2370| PID    Reference Object                     Distance      Geod. Az  |
 LB2370|                                                           dddmmss.s |
 LB2370| CC8747 LAKE RM 1                            32.123 METERS 00218     |
 LB2370| LB0130 B 211                               163.105 METERS 07010     |
 LB2370| LA2213 PLEVNA                              APPROX. 5.4 KM 0923237.8 |
 LB2370| CC9554 LAKE AZ MK                                         1745305.2 |
 LB2370| LB0131 C 211                                78.567 METERS 18340     |
 LB2370| LB0132 D 211                               181.598 METERS 19132     |
 LB2370| LB2488 KOKOMO CITY POL KSA 935 MAST        APPROX. 8.9 KM 2300325.9 |
 LB2370| LB2369 KOKOMO MUNICIPAL AIRPORT BCN         22.980 METERS 26446     |
 LB2370| CC8748 LAKE RM 2                            22.903 METERS 26520     |
 LB2370|---------------------------------------------------------------------|
 LB2370
 LB2370                          SUPERSEDED SURVEY CONTROL
 LB2370
 LB2370  NAD 83(1986)-  40 32 04.79087(N)    086 03 31.10536(W) AD(       ) 3
 LB2370  NAD 27      -  40 32 04.65220(N)    086 03 31.14100(W) AD(       ) 3
 LB2370
 LB2370.Superseded values are not recommended for survey control.
 LB2370
 LB2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2370.See file dsdata.pdf to determine how the superseded data were derived.
 LB2370
 LB2370_MARKER: DS = TRIANGULATION STATION DISK
 LB2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2370_STAMPING: LAKE 1954
 LB2370_MARK LOGO: CGS
 LB2370_PROJECTION: FLUSH
 LB2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2370+STABILITY: SURFACE MOTION
 LB2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2370+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2017
 LB2370
 LB2370  HISTORY     - Date     Condition        Report By
 LB2370  HISTORY     - 1954     MONUMENTED       CGS
 LB2370  HISTORY     - 1957     GOOD             CGS
 LB2370  HISTORY     - 1964     GOOD             CGS
 LB2370  HISTORY     - 1975     GOOD             NGS
 LB2370  HISTORY     - 1982     GOOD             NGS
 LB2370  HISTORY     - 20120620 GOOD             WOOLPT
 LB2370  HISTORY     - 20170507 GOOD             GEOCAC
 LB2370
 LB2370                          STATION DESCRIPTION
 LB2370
 LB2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2370'STATION IS LOCATED ON THE KOKOMO MUNI. AIRPORT WHICH IS ABOUT 4 MILES
 LB2370'NORTHEAST OF KOKOMO AND IS NEAR THE AIRPORT BEACON.  IT IS 247 FEET
 LB2370'NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 LB2370'191 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 150 WEST OF THE CENTER
 LB2370'OF THE MAIN ENTRANCE TO THE AIRPORT AND 38 FEET SOUTHWEST OF A 48
 LB2370'INCH MAPLE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK
 LB2370'IS FLUSH AND THE DISK IS STAMPED LAKE 1954.
 LB2370'
 LB2370'REFERENCE MARK NO. 1 IS 86 FEET SOUTH OF THE CENTER OF A PAVED ROAD
 LB2370'AND 70 FEET NORTH OF THE 48 INCH MAPLE TREE WITH A TRIANGLE BLAZE ON
 LB2370'THE SOUTH SIDE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE NO
 LB2370'1 1954.
 LB2370'
 LB2370'REFERENCE MARK NO. 2 IS UNDER THE AIRPORT BEACON.  THE MARK IS FLUSH
 LB2370'AND THE DISK IS STAMPED LAKE NO 2 1954.
 LB2370'
 LB2370'AZIMUTH MARK IS 178 FEET NORTHWEST OF THE JUNCTION OF ALL RUNWAYS, 6
 LB2370'INCHES EAST OF THE WEST EDGE OF CONCRETE AND THE DISK IS FLUSH IN A
 LB2370'DRILL HOLE IN THE WEST EDGE OF A NORTH-SOUTH TAXI STRIP AND IS
 LB2370'STAMPED LAKE 1954.
 LB2370'
 LB2370'BENCH MARK B 211 IS 12 INCHES WEST OF THE EAST EDGE OF A CONCRETE
 LB2370'STANDARD U. S. COAST AND GEODETIC SURVEY BENCH MARK, FLUSH IN A
 LB2370'DRILL HOLE AND IS STAMPED B 211 1946.
 LB2370'
 LB2370'BENCH MARK D 211 IS FLUSH IN A DRILL HOLE IN THE EAST WALL OF THE
 LB2370'EAST HANGAR.  IT IS 3 FEET ABOVE THE GROUND AND 1 FOOT NORTH OF THE
 LB2370'SOUTHEAST CORNER.  THE DISK IS STAMPED D 211 1946.
 LB2370'
 LB2370'BENCH MARK C 211 IS FLUSH IN A DRILL HOLE IN THE EAST WALL OF A SMALL
 LB2370'CONCRETE BLOCK BUILDING.  IT IS 3 FEET ABOVE THE GROUND AND 1 FOOT
 LB2370'NORTH OF THE SOUTHEAST CORNER.  THE DISK IS STAMPED C 211 1946.
 LB2370'
 LB2370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DRIVEWAY FOR
 LB2370'0.15 MILE TO THE JUNCTION OF A NORTH-SOUTH, EAST-WEST TAXI STRIP,
 LB2370'CONTINUE SOUTH ON NORTH-SOUTH TAXI STRIP FOR 0.15 MILE TO THE
 LB2370'JUNCTION WITH AN EAST-WEST RUNWAY AND THE AZIMUTH MARK ON THE RIGHT
 LB2370'AS DESCRIBED.
 LB2370'
 LB2370'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2370
 LB2370                          STATION RECOVERY (1957)
 LB2370
 LB2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2370'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2370'
 LB2370'NOTE--THE AZIMUTH MARK IS NO LONGER VISIABLE FROM THE GROUND, A
 LB2370'HANGAR WAS ERECTED ABOUT A YEAR AGO ON LINE.
 LB2370'
 LB2370'FOR BENCH MARKS TIED IN AS TRAVERSE STATIONS SEE BENCH MARK RECOVERY
 LB2370'CARDS.
 LB2370
 LB2370                          STATION RECOVERY (1964)
 LB2370
 LB2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LB2370'THE STATION, REFERENCE MARKS, BENCH MARK C 211, AND BENCH MARK D 211
 LB2370'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH WAS NOT
 LB2370'SEARCHED FOR BECAUSE THE LINE BETWEEN THE STATION AND AZIMUTH WAS
 LB2370'REPORTED TO BE BLOCKED IN 1957.  BENCH MARK B211 WAS NOT FOUND.
 LB2370'THE BRIDGE HAS BEEN REBUILT, AND THE WING WALL HAS BEEN CAPED WITH
 LB2370'CEMENT.  THE AIRPORT BEACON FOR WHICH A POSITION WAS
 LB2370'ESTABLISHED IN 1954 HAS BEEN DESTROYED.  A NEW AIRPORT BEACON HAS
 LB2370'BEEN CONSTRUCTED ABOUT 700 FEET EAST.
 LB2370
 LB2370                          STATION RECOVERY (1975)
 LB2370
 LB2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DAH)
 LB2370'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 LB2370'EXCEPT THAT THE AIRPORT BEACON REFERRED TO IN THE DESCRIPTION HAS
 LB2370'BEEN DISMANTLED AND A NEW ONE ERECTED.
 LB2370'
 LB2370'BENCH MARK C 211 1946 WAS RECOVERED AS DESCRIBED.  BENCH MARK D 211
 LB2370'1946 WAS DESTROYED WHEN THE HANGAR WAS REMOVED.  BENCH MARK B 211
 LB2370'1946 WAS SEARCHED FOR BUT NOT RECOVERED AND IS BELIEVED TO HAVE BEEN
 LB2370'COVERED BY CONCRETE WORK ON THE BRIDGE.
 LB2370'
 LB2370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KOKOMO MUNICIPAL
 LB2370'AIRPORT.
 LB2370
 LB2370                          STATION RECOVERY (1982)
 LB2370
 LB2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 LB2370'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 LB2370'AZIMUTH MARK IS PROBABLY NO LONGER USABLE, AS THE TAXIWAY MENTIONED
 LB2370'IN THE DESCRIPTION HAS BEEN OVERLAYED AND WIDENED SINCE THE MARK
 LB2370'WAS SET.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 LB2370'
 LB2370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KOKOMO
 LB2370'MUNICIPAL AIRPORT.
 LB2370
 LB2370                          STATION RECOVERY (2012)
 LB2370
 LB2370'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 LB2370'RECOVERED IN GOOD CONDITION.
 LB2370
 LB2370                          STATION RECOVERY (2017)
 LB2370
 LB2370'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 LB2370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0973 ***********************************************************************
 MD0973  DESIGNATION -  LAKE 2
 MD0973  PID         -  MD0973
 MD0973  STATE/COUNTY-  IN/ALLEN
 MD0973  COUNTRY     -  US
 MD0973  USGS QUAD   -  CHURUBUSCO (2019)
 MD0973
 MD0973                         *CURRENT SURVEY CONTROL
 MD0973  ______________________________________________________________________
 MD0973* NAD 83(1997) POSITION- 41 10 09.13369(N) 085 15 52.15438(W)   ADJUSTED
 MD0973* NAVD 88 ORTHO HEIGHT -   258.422 (meters)      847.84  (feet) ADJUSTED
 MD0973  ______________________________________________________________________
 MD0973  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 MD0973  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 MD0973  DYNAMIC HEIGHT  -        258.325 (meters)      847.52  (feet) COMP
 MD0973  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 MD0973
 MD0973  HORZ ORDER      -  SECOND
 MD0973  VERT ORDER      -  SECOND    CLASS 0
 MD0973
 MD0973.The horizontal coordinates were established by classical geodetic methods
 MD0973.and adjusted by the National Geodetic Survey in May 1999.
 MD0973
 MD0973.The orthometric height was determined by differential leveling and
 MD0973.adjusted by the NATIONAL GEODETIC SURVEY
 MD0973.in June 1991.
 MD0973
 MD0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0973.GEOID18 height accuracy estimate available here.
 MD0973
 MD0973.Click photographs - Photos may exist for this station.
 MD0973
 MD0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0973
 MD0973.The dynamic height is computed by dividing the NAVD 88
 MD0973.geopotential number by the normal gravity value computed on the
 MD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0973.degrees latitude (g = 980.6199 gals.).
 MD0973
 MD0973.The modeled gravity was interpolated from observed gravity values.
 MD0973
 MD0973. The following values were computed from the NAD 83(1997) position.
 MD0973
 MD0973;                    North         East     Units Scale Factor Converg.
 MD0973;SPC IN E     -   657,426.565   133,749.664   MT  0.99998068   +0 15 53.1
 MD0973;SPC IN E     - 2,156,906.99    438,810.36   sFT  0.99998068   +0 15 53.1
 MD0973;UTM  16      - 4,558,992.300   645,588.382   MT  0.99986087   +1 08 33.6
 MD0973
 MD0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0973!SPC IN E     -   0.99996460  x   0.99998068  =   0.99994529
 MD0973!UTM  16      -   0.99996460  x   0.99986087  =   0.99982548
 MD0973
 MD0973:                Primary Azimuth Mark                     Grid Az
 MD0973:SPC IN E     -  LAKE 2 AZ MK                             139 17 55.7
 MD0973:UTM  16      -  LAKE 2 AZ MK                             138 25 15.2
 MD0973
 MD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4558858992(NAD 83)
 MD0973
 MD0973|---------------------------------------------------------------------|
 MD0973| PID    Reference Object                     Distance      Geod. Az  |
 MD0973|                                                           dddmmss.s |
 MD0973| MD0975 LAKE 2 RM 4                          31.684 METERS 07046     |
 MD0973| MD1568 WOWO RADIO ANTENNA                  APPROX. 6.5 KM 1271539.0 |
 MD0973| MD0976 LAKE 2 AZ MK                                       1393348.8 |
 MD0973| MD1597 LAKE                                 62.033 METERS 25427     |
 MD0973| MD0974 LAKE 2 RM 3                          29.172 METERS 34050     |
 MD0973|---------------------------------------------------------------------|
 MD0973
 MD0973                          SUPERSEDED SURVEY CONTROL
 MD0973
 MD0973  NAD 83(1995)-  41 10 09.13520(N)    085 15 52.15908(W) AD(       ) 2
 MD0973  NAD 83(1986)-  41 10 09.13514(N)    085 15 52.16735(W) AD(       ) 2
 MD0973  NAD 27      -  41 10 08.96250(N)    085 15 52.25720(W) AD(       ) 2
 MD0973  NGVD 29 (??/??/92)  258.579  (m)          848.35   (f) ADJ UNCH    2 0
 MD0973  NGVD 29             258.58   (m)          848.4    (f) LEVELING    3  
 MD0973
 MD0973.Superseded values are not recommended for survey control.
 MD0973
 MD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0973.See file dsdata.pdf to determine how the superseded data were derived.
 MD0973
 MD0973_MARKER: DS = TRIANGULATION STATION DISK
 MD0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0973_STAMPING: LAKE 2 1952
 MD0973_MARK LOGO: CGS
 MD0973_PROJECTION: FLUSH
 MD0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0973+STABILITY: SURFACE MOTION
 MD0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0973+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 MD0973
 MD0973  HISTORY     - Date     Condition        Report By
 MD0973  HISTORY     - 1952     MONUMENTED       CGS
 MD0973  HISTORY     - 1963     GOOD             CGS
 MD0973  HISTORY     - 1963     GOOD             CGS
 MD0973  HISTORY     - 1963     GOOD             CGS
 MD0973  HISTORY     - 1977     GOOD             NGS
 MD0973  HISTORY     - 20100629 GOOD             FOXCON
 MD0973
 MD0973                          STATION DESCRIPTION
 MD0973
 MD0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD0973'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FORT WAYNE AND 5 MILES
 MD0973'SOUTHEAST OF CHURUBUSCO ON HIGHWAY RIGHT-OF-WAY.  IT IS 58 FEET
 MD0973'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 33 AND A T ROAD WEST,
 MD0973'36 FEET NORTH OF A SMALL CONCRETE CULVERT HEADWALL, 2 FEET NORTH OF A
 MD0973'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND
 MD0973'THE DISK IS STAMPED LAKE 2 1952.
 MD0973'
 MD0973'REFERENCE MARK NO. 3 IS 49 FEET WEST OF THE CENTER OF HIGHWAY 33 AND 1
 MD0973'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 MD0973'IS STAMPED LAKE 2 NO 3 1952.
 MD0973'
 MD0973'REFERENCE MARK NO. 4 IS 49 FEET EAST OF THE CENTER OF HIGHWAY 33, 2
 MD0973'FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK
 MD0973'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LAKE 2 NO 4 1952.
 MD0973'
 MD0973'AZIMUTH MARK IS ABOUT 200 FEET NORTH OF THE NORTHEAST CORNER OF A
 MD0973'FRAME HOUSE, 49 FEET WEST OF THE CENTER OF HIGHWAY 33, 3 FEET WEST OF
 MD0973'A 10 INCH CATALPA TREE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1
 MD0973'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 MD0973'IS STAMPED LAKE 2 1952.
 MD0973'
 MD0973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 205 IN
 MD0973'CHURUBUSCO, GO SOUTHEAST ON HIGHWAY 33 FOR 5.4 MILES TO A T ROAD RIGHT
 MD0973'AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED, CONTINUE
 MD0973'SOUTHEAST ON HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 MD0973'DESCRIBED.
 MD0973'
 MD0973'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MD0973
 MD0973                          STATION RECOVERY (1963)
 MD0973
 MD0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0973'ABOUT 5.5 MILES SOUTHEASTERLY ALONG NO. 33 U. S. HWY. FROM ITS
 MD0973'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE MAIN CORNER IN
 MD0973'CHURUBUSCO TO GRISAMER ROAD AND THE STATION ON RIGHT, AN ESTIMATED 150
 MD0973'YARDS SSE OF N END OF LONG SHARP HWY. CURVE THAT IS CONCAVE ON THE N,
 MD0973'57 FEET NW OF CENTER LINE OF GRISAMER RD., 54 FEET SW OF CENTER LINE
 MD0973'OF 22-FOOT HWY. PAVEMENT, 0.2 FOOT LOWER THAN SAME, STANDARD DISKS ARE
 MD0973'STAMPED LAKE 2 1952 AND SET IN 1A AND 7A MARKS WITH THE UPPER MARK
 MD0973'FLUSH WITH THE GROUND.
 MD0973'
 MD0973'REFERENCE STAMPED LAKE 2 NO 3 1952, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD0973'95.65 FEET OR 29.154 METERS NNW IN AZIMUTH 160 DEG 49 MIN FROM
 MD0973'STATION, 48 FEET WSW OF CENTER LINE OF HWY., AND 1.5 FEET SE OF STEEL
 MD0973'WITNESS POST.
 MD0973'
 MD0973'REFERENCE STAMPED LAKE 2 NO 4 1952, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD0973'103.89 FEET OR 31.666 METERS ENE IN AZIMUTH 250 DEG 47 MIN FROM
 MD0973'STATION, 49 FEET NE OF CENTER LINE OF HWY., 4 FEET N OF NO. T-279
 MD0973'TELEPHONE POLE, AND 1-1/2 FEET NE OF FENCE.
 MD0973'
 MD0973'AZIMUTH MARK STAMPED LAKE 2 1952, NOTE 16A, PROJECTS 0.2 FOOT, IS
 MD0973'ABOUT 0.25 MILE SE IN AZIMUTH 319 DEG 33 MIN 42.7 FROM STATION, IN
 MD0973'CATALPA TREE HEDGEROW, 51 FEET SSW OF CENTER LINE OF HWY., ABOUT LEVEL
 MD0973'WITH SAME, AND 2.5 FEET NW OF WOODEN WITNESS POST.
 MD0973
 MD0973                          STATION RECOVERY (1963)
 MD0973
 MD0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0973'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK WERE
 MD0973'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MD0973'REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MD0973'WITH THE FOLLOWING CHANGES-
 MD0973'
 MD0973'THE WIRE FENCE BY THE STATION MARK IS GONE.  THE HIGHWAY MENTIONED IS
 MD0973'U.S. HIGHWAY 33.
 MD0973
 MD0973                          STATION RECOVERY (1963)
 MD0973
 MD0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0973'5.3 MI SE FROM CHURUBUSCO.
 MD0973'LOCATED 5.3 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA
 MD0973'STATE HIGHWAY 205 AND U.S. HIGHWAY 33 IN CHURUBUSCO ALONG
 MD0973'U.S. HIGHWAY 33 AT GRISAMER ROAD.  IT IS 58 FEET WEST OF THE
 MD0973'INTERSECTION OF GRISAMER ROAD AND U.S. HIGHWAY 33, 36 FEET
 MD0973'NORTH OF A SMALL CULVERT HEADWALL, AND 2.0 FEET NORTH OF A
 MD0973'WHITE WITNESS POST.  A STANDARD TRIANGULATION DISK STAMPED
 MD0973'LAKE 2 1952 SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MD0973'THAT IS FLUSH WITH THE GROUND.
 MD0973
 MD0973                          STATION RECOVERY (1977)
 MD0973
 MD0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MD0973'TRAFFIC TOO HEAVY TO MEASURE RM 3 TO RM 4.
 MD0973'
 MD0973'STATION MARK REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK RECOVERED IN
 MD0973'GOOD CONDITION.  REFERENCE MARK 3 WAS REPORTED NOT FOUND.  IT WAS
 MD0973'UNDER THE GROUND ABOUT 2 INCHES AT THIS TIME.  THE GROUND CLEARED AWAY
 MD0973'FROM THE MARK AND IT IS NOW FLUSH WITH THE SURFACE.  THE DIRECTION TO
 MD0973'THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO REFERENCE MARK 3.
 MD0973'THE DISTANCE TO REFERENCE MARK 4 WAS 0.04 FOOT LONGER.  THE T ROAD
 MD0973'MENTIONED 1952 IS NOW GRISAMER ROAD.  A METAL WITNESS POST WAS SET 1
 MD0973'FOOT NORTH OF REFERENCE MARK 3 AND 1 FOOT WEST OF REFERENCE MARK 4.
 MD0973'THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 MD0973'
 MD0973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST OF
 MD0973'CHURUBUSCO.
 MD0973'
 MD0973'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD0973
 MD0973                          STATION RECOVERY (2010)
 MD0973
 MD0973'RECOVERY NOTE BY FOX CONTRACTORS 2010 (DB)
 MD0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0976 ***********************************************************************
 MD0976  DESIGNATION -  LAKE 2 AZ MK
 MD0976  PID         -  MD0976
 MD0976  STATE/COUNTY-  IN/ALLEN
 MD0976  COUNTRY     -  US
 MD0976  USGS QUAD   -  CHURUBUSCO (2019)
 MD0976
 MD0976                         *CURRENT SURVEY CONTROL
 MD0976  ______________________________________________________________________
 MD0976* NAD 83(1986) POSITION- 41 09 59.     (N) 085 15 39.     (W)   SCALED
 MD0976* NAVD 88 ORTHO HEIGHT -   258.613 (meters)      848.47  (feet) ADJUSTED
 MD0976  ______________________________________________________________________
 MD0976  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 MD0976  DYNAMIC HEIGHT  -        258.516 (meters)      848.15  (feet) COMP
 MD0976  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 MD0976
 MD0976  VERT ORDER      -  SECOND    CLASS 0
 MD0976
 MD0976.The horizontal coordinates were scaled from a map and have
 MD0976.an estimated accuracy of +/- 6 seconds.
 MD0976
 MD0976.The orthometric height was determined by differential leveling and
 MD0976.adjusted by the NATIONAL GEODETIC SURVEY
 MD0976.in June 1991.
 MD0976
 MD0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0976.GEOID18 height accuracy estimate available here.
 MD0976
 MD0976.Click photographs - Photos may exist for this station.
 MD0976
 MD0976.The dynamic height is computed by dividing the NAVD 88
 MD0976.geopotential number by the normal gravity value computed on the
 MD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0976.degrees latitude (g = 980.6199 gals.).
 MD0976
 MD0976.The modeled gravity was interpolated from observed gravity values.
 MD0976
 MD0976;                    North         East    Units  Estimated Accuracy
 MD0976;SPC IN E     -   657,120.      134,060.      MT  (+/- 180 meters Scaled)
 MD0976
 MD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL459586(NAD 83)
 MD0976
 MD0976                          SUPERSEDED SURVEY CONTROL
 MD0976
 MD0976  NGVD 29 (??/??/92)  258.77   (m)          849.0    (f) COMPUTED    2 0
 MD0976
 MD0976.Superseded values are not recommended for survey control.
 MD0976
 MD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0976.See file dsdata.pdf to determine how the superseded data were derived.
 MD0976
 MD0976_MARKER: DZ = AZIMUTH MARK DISK
 MD0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0976_STAMPING: LAKE 2 1952
 MD0976_MARK LOGO: CGS
 MD0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0976+STABILITY: SURFACE MOTION
 MD0976
 MD0976  HISTORY     - Date     Condition        Report By
 MD0976  HISTORY     - 1952     MONUMENTED       CGS
 MD0976  HISTORY     - 1963     GOOD             CGS
 MD0976
 MD0976                          STATION DESCRIPTION
 MD0976
 MD0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0976'5.6 MI SSE FROM CHURUBUSCO.
 MD0976'LOCATED 5.6 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA
 MD0976'STATE HIGHWAY 205 AND U.S. HIGHWAY 33 IN CHURUBUSCO ALONG U.S.
 MD0976'HIGHWAY 33 ON THE RIGHT.  IT IS 0.3 MILES SOUTHEAST OF GRISMER
 MD0976'ROAD, 0.1 MILES NORTHWEST OF LAMER ROAD, ABOUT 200 FEET NORTH
 MD0976'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 49 FEET WEST OF
 MD0976'THE CENTERLINE OF U.S. HIGHWAY 33, 3 FEET WEST OF A 10 INCH
 MD0976'CATALPHA TREE, 2 FEET NORTHWEST OF A WHITE WITNESS POST, AND
 MD0976'1 FOOT EAST OF A WIRE FENCE.  MARK IS A STANDARD AZIMUTH MARK
 MD0976'DISK STAMPED LAKE 2 1952 SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MD0976'MONUMENT THAT PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0974 ***********************************************************************
 MD0974  DESIGNATION -  LAKE 2 RM 3
 MD0974  PID         -  MD0974
 MD0974  STATE/COUNTY-  IN/ALLEN
 MD0974  COUNTRY     -  US
 MD0974  USGS QUAD   -  CHURUBUSCO (2019)
 MD0974
 MD0974                         *CURRENT SURVEY CONTROL
 MD0974  ______________________________________________________________________
 MD0974* NAD 83(1986) POSITION- 41 10 10.03   (N) 085 15 52.57   (W)   HD_HELD1
 MD0974* NAVD 88 ORTHO HEIGHT -   258.781 (meters)      849.02  (feet) ADJUSTED
 MD0974  ______________________________________________________________________
 MD0974  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 MD0974  DYNAMIC HEIGHT  -        258.683 (meters)      848.70  (feet) COMP
 MD0974  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 MD0974
 MD0974  VERT ORDER      -  SECOND    CLASS 0
 MD0974
 MD0974.The horizontal coordinates were determined by differentially corrected
 MD0974.hand held GPS observations or other comparable positioning techniques
 MD0974.and have an estimated accuracy of +/- 3 meters.
 MD0974
 MD0974.The orthometric height was determined by differential leveling and
 MD0974.adjusted by the NATIONAL GEODETIC SURVEY
 MD0974.in June 1991.
 MD0974
 MD0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0974.GEOID18 height accuracy estimate available here.
 MD0974
 MD0974.Click photographs - Photos may exist for this station.
 MD0974
 MD0974.The dynamic height is computed by dividing the NAVD 88
 MD0974.geopotential number by the normal gravity value computed on the
 MD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0974.degrees latitude (g = 980.6199 gals.).
 MD0974
 MD0974.The modeled gravity was interpolated from observed gravity values.
 MD0974
 MD0974;                    North         East    Units  Estimated Accuracy
 MD0974;SPC IN E     -   657,454.2     133,739.8     MT  (+/- 3 meters HH1 GPS) 
 MD0974
 MD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4557859019(NAD 83)
 MD0974
 MD0974                          SUPERSEDED SURVEY CONTROL
 MD0974
 MD0974  NGVD 29 (??/??/92)  258.937  (m)          849.53   (f) ADJ UNCH    2 0
 MD0974
 MD0974.Superseded values are not recommended for survey control.
 MD0974
 MD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0974.See file dsdata.pdf to determine how the superseded data were derived.
 MD0974
 MD0974_MARKER: DR = REFERENCE MARK DISK
 MD0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0974_STAMPING: LAKE 2 NO 3 1952
 MD0974_MARK LOGO: CGS
 MD0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0974+STABILITY: SURFACE MOTION
 MD0974
 MD0974  HISTORY     - Date     Condition        Report By
 MD0974  HISTORY     - 1952     MONUMENTED       CGS
 MD0974  HISTORY     - 1963     GOOD             CGS
 MD0974
 MD0974                          STATION DESCRIPTION
 MD0974
 MD0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0974'5.3 MI SSE FROM CHURUBUSCO.
 MD0974'LOCATED 5.3 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA
 MD0974'STATE HIGHWAY 205 AND U.S. HIGHWAY 33 IN CHURUBUSCO ALONG
 MD0974'U.S. HIGHWAY 33 IN CHURUBUSCO ALONG U.S. HIGHWAY 33 AT GRISAMER
 MD0974'ROAD.  IT IS 95.71 FEET NORTH OF STATION LAKE 2 AND 49 FEET
 MD0974'WEST OF THE CENTERLINE OF U.S. HIGHWAY 33.  MARK IS A STANDARD
 MD0974'DISK STAMPED LAKE 2 NO 3 1952 SET IN TOP OF A 12 INCH SQUARE
 MD0974'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0975 ***********************************************************************
 MD0975  DESIGNATION -  LAKE 2 RM 4
 MD0975  PID         -  MD0975
 MD0975  STATE/COUNTY-  IN/ALLEN
 MD0975  COUNTRY     -  US
 MD0975  USGS QUAD   -  CHURUBUSCO (2019)
 MD0975
 MD0975                         *CURRENT SURVEY CONTROL
 MD0975  ______________________________________________________________________
 MD0975* NAD 83(1986) POSITION- 41 10 09.47   (N) 085 15 50.87   (W)   HD_HELD1
 MD0975* NAVD 88 ORTHO HEIGHT -   258.306 (meters)      847.46  (feet) ADJUSTED
 MD0975  ______________________________________________________________________
 MD0975  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 MD0975  DYNAMIC HEIGHT  -        258.208 (meters)      847.14  (feet) COMP
 MD0975  MODELED GRAVITY -    980,239.4   (mgal)                       NAVD 88
 MD0975
 MD0975  VERT ORDER      -  SECOND    CLASS 0
 MD0975
 MD0975.The horizontal coordinates were determined by differentially corrected
 MD0975.hand held GPS observations or other comparable positioning techniques
 MD0975.and have an estimated accuracy of +/- 3 meters.
 MD0975
 MD0975.The orthometric height was determined by differential leveling and
 MD0975.adjusted by the NATIONAL GEODETIC SURVEY
 MD0975.in June 1991.
 MD0975
 MD0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0975.GEOID18 height accuracy estimate available here.
 MD0975
 MD0975.Click photographs - Photos may exist for this station.
 MD0975
 MD0975.The dynamic height is computed by dividing the NAVD 88
 MD0975.geopotential number by the normal gravity value computed on the
 MD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0975.degrees latitude (g = 980.6199 gals.).
 MD0975
 MD0975.The modeled gravity was interpolated from observed gravity values.
 MD0975
 MD0975;                    North         East    Units  Estimated Accuracy
 MD0975;SPC IN E     -   657,437.1     133,779.6     MT  (+/- 3 meters HH1 GPS) 
 MD0975
 MD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4561859003(NAD 83)
 MD0975
 MD0975                          SUPERSEDED SURVEY CONTROL
 MD0975
 MD0975  NGVD 29 (??/??/92)  258.463  (m)          847.97   (f) ADJ UNCH    2 0
 MD0975
 MD0975.Superseded values are not recommended for survey control.
 MD0975
 MD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0975.See file dsdata.pdf to determine how the superseded data were derived.
 MD0975
 MD0975_MARKER: DR = REFERENCE MARK DISK
 MD0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0975_STAMPING: LAKE 2 NO 4 1952
 MD0975_MARK LOGO: CGS
 MD0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0975+STABILITY: SURFACE MOTION
 MD0975
 MD0975  HISTORY     - Date     Condition        Report By
 MD0975  HISTORY     - 1952     MONUMENTED       CGS
 MD0975  HISTORY     - 1963     GOOD             CGS
 MD0975
 MD0975                          STATION DESCRIPTION
 MD0975
 MD0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0975'5.3 MI SE FROM CHURUBUSCO.
 MD0975'LOCATED SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA STATE HIGHWAY
 MD0975'205 AND U.S. HIGHWAY 33 IN CHURUBUSCO ALONG U.S. HIGHWAY 33
 MD0975'AT GRISAMER ROAD.  IT IS 103.91 FEET EAST OF STATION LAKE 2,
 MD0975'49 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 33, 2 FEET NORTH
 MD0975'OF A TELEPHONE POLE, AND 1 FOOT WEST OF A WIRE FENCE.  A STANDARD
 MD0975'REFERENCE DISK STAMPED LAKE 2 NO 4 1952 SET IN TOP OF A 12 INCH
 MD0975'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2563 ***********************************************************************
 ME2563  DESIGNATION -  LAKE CO TB SANITARIUM STACK
 ME2563  PID         -  ME2563
 ME2563  STATE/COUNTY-  IN/LAKE
 ME2563  COUNTRY     -  US
 ME2563  USGS QUAD   -  CROWN POINT (2019)
 ME2563
 ME2563                         *CURRENT SURVEY CONTROL
 ME2563  ______________________________________________________________________
 ME2563* NAD 83(1997) POSITION- 41 27 05.63839(N) 087 22 02.96372(W)   ADJUSTED
 ME2563  ______________________________________________________________________
 ME2563  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME2563  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 ME2563  HORZ ORDER      -  THIRD
 ME2563
 ME2563.The horizontal coordinates were established by classical geodetic methods
 ME2563.and adjusted by the National Geodetic Survey in May 1999.
 ME2563
 ME2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2563.GEOID18 height accuracy estimate available here.
 ME2563
 ME2563.Click photographs - Photos may exist for this station.
 ME2563
 ME2563.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2563
 ME2563. The following values were computed from the NAD 83(1997) position.
 ME2563
 ME2563;                    North         East     Units Scale Factor Converg.
 ME2563;SPC IN W     -   688,745.665   876,257.124   MT  0.99997360   -0 11 17.2
 ME2563;SPC IN W     - 2,259,659.74  2,874,853.58   sFT  0.99997360   -0 11 17.2
 ME2563;UTM  16      - 4,588,952.331   469,305.405   MT  0.99961159   -0 14 35.8
 ME2563
 ME2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6930588952(NAD 83)
 ME2563
 ME2563                          SUPERSEDED SURVEY CONTROL
 ME2563
 ME2563  NAD 83(1986)-  41 27 05.64395(N)    087 22 02.96996(W) AD(       ) 3
 ME2563  NAD 27      -  41 27 05.51000(N)    087 22 02.83900(W) AD(       ) 3
 ME2563
 ME2563.Superseded values are not recommended for survey control.
 ME2563
 ME2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2563.See file dsdata.pdf to determine how the superseded data were derived.
 ME2563
 ME2563_MARKER: 63 = STACK
 ME2563
 ME2563  HISTORY     - Date     Condition        Report By
 ME2563  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2563  HISTORY     - 20210323 MARK NOT FOUND   IN-089
 ME2563
 ME2563                          STATION DESCRIPTION
 ME2563
 ME2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2563'STATION IS THE CENTER OF THE TOP OF A RED BRICK STACK, ABOUT
 ME2563'200 FEET HIGH
 ME2563'LOCATED NEAR THE POWERHOUSE OF THE LAKE COUNTY T.B. SANITARIUM, ABOUT
 ME2563'4 MILES NORTH OF CROWN POINT.
 ME2563
 ME2563                          STATION RECOVERY (2021)
 ME2563
 ME2563'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2563'STACK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1115 ***********************************************************************
 ME1115  CBN         -  This is a Cooperative Base Network Control Station.
 ME1115  DESIGNATION -  LAKE VILLAGE
 ME1115  PID         -  ME1115
 ME1115  STATE/COUNTY-  IN/NEWTON
 ME1115  COUNTRY     -  US
 ME1115  USGS QUAD   -  SCHNEIDER (2019)
 ME1115
 ME1115                         *CURRENT SURVEY CONTROL
 ME1115  ______________________________________________________________________
 ME1115* NAD 83(2011) POSITION- 41 08 42.54150(N) 087 26 56.45943(W)   ADJUSTED
 ME1115* NAD 83(2011) ELLIP HT-   163.185 (meters)        (06/27/12)   ADJUSTED
 ME1115* NAD 83(2011) EPOCH   -  2010.00
 ME1115* NAVD 88 ORTHO HEIGHT -   196.614 (meters)      645.06  (feet) ADJUSTED
 ME1115  ______________________________________________________________________
 ME1115  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 ME1115  NAD 83(2011) X  -    214,090.652 (meters)                     COMP
 ME1115  NAD 83(2011) Y  - -4,805,356.239 (meters)                     COMP
 ME1115  NAD 83(2011) Z  -  4,174,682.873 (meters)                     COMP
 ME1115  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 ME1115  DYNAMIC HEIGHT  -        196.531 (meters)      644.79  (feet) COMP
 ME1115  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 ME1115
 ME1115  VERT ORDER      -  SECOND    CLASS 0
 ME1115
 ME1115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME1115  Standards:
 ME1115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME1115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME1115  -------------------------------------------------------------------
 ME1115  NETWORK    0.32   1.25           0.14   0.12   0.64     -0.02143947
 ME1115  -------------------------------------------------------------------
 ME1115  Click here for local accuracies and other accuracy information.
 ME1115
 ME1115.The horizontal coordinates were established by GPS observations
 ME1115.and adjusted by the National Geodetic Survey in June 2012.
 ME1115
 ME1115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME1115.been affixed to the stable North American tectonic plate. See 
 ME1115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME1115
 ME1115.The horizontal coordinates are valid at the epoch date displayed above
 ME1115.which is a decimal equivalence of Year/Month/Day.
 ME1115
 ME1115.The orthometric height was determined by differential leveling and
 ME1115.adjusted by the NATIONAL GEODETIC SURVEY
 ME1115.in June 1991.
 ME1115
 ME1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1115.GEOID18 height accuracy estimate available here.
 ME1115
 ME1115.Click photographs - Photos may exist for this station.
 ME1115
 ME1115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1115
 ME1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1115
 ME1115.The ellipsoidal height was determined by GPS observations
 ME1115.and is referenced to NAD 83.
 ME1115
 ME1115.The dynamic height is computed by dividing the NAVD 88
 ME1115.geopotential number by the normal gravity value computed on the
 ME1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1115.degrees latitude (g = 980.6199 gals.).
 ME1115
 ME1115.The modeled gravity was interpolated from observed gravity values.
 ME1115
 ME1115. The following values were computed from the NAD 83(2011) position.
 ME1115
 ME1115;                    North         East     Units Scale Factor Converg.
 ME1115;SPC IN W     -   654,741.841   869,301.768   MT  0.99997826   -0 14 26.2
 ME1115;SPC IN W     - 2,148,098.86  2,852,034.22   sFT  0.99997826   -0 14 26.2
 ME1115;UTM  16      - 4,554,967.486   462,319.937   MT  0.99961747   -0 17 43.6
 ME1115
 ME1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1115!SPC IN W     -   0.99997440  x   0.99997826  =   0.99995266
 ME1115!UTM  16      -   0.99997440  x   0.99961747  =   0.99959188
 ME1115
 ME1115:                Primary Azimuth Mark                     Grid Az
 ME1115:SPC IN W     -  LAKE VILLAGE AZ MK                       002 23 53.4
 ME1115:UTM  16      -  LAKE VILLAGE AZ MK                       002 27 10.8
 ME1115
 ME1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6231954967(NAD 83)
 ME1115
 ME1115|---------------------------------------------------------------------|
 ME1115| PID    Reference Object                     Distance      Geod. Az  |
 ME1115|                                                           dddmmss.s |
 ME1115| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 5.8 KM 0005533.6 |
 ME1115| ME1122 LAKE VILLAGE AZ MK                                 0020927.2 |
 ME1115| ME1116 LAKE VILLAGE RM 3                    14.932 METERS 02040     |
 ME1115| ME1114 LAKE VILLAGE RM 1                    30.004 METERS 03336     |
 ME1115| ME1113 LAKE VILLAGE RM 2                    27.463 METERS 13716     |
 ME1115|---------------------------------------------------------------------|
 ME1115
 ME1115                          SUPERSEDED SURVEY CONTROL
 ME1115
 ME1115  NAD 83(2007)-  41 08 42.54161(N)    087 26 56.46044(W) AD(2002.00) 0
 ME1115  ELLIP H (02/10/07)  163.208  (m)                       GP(2002.00)    
 ME1115  NAD 83(1997)-  41 08 42.54155(N)    087 26 56.46036(W) AD(       ) B
 ME1115  ELLIP H (04/10/98)  163.216  (m)                       GP(       ) 4 1
 ME1115  NAD 83(1986)-  41 08 42.54428(N)    087 26 56.46315(W) AD(       ) 3
 ME1115  NAD 27      -  41 08 42.41630(N)    087 26 56.33900(W) AD(       ) 3
 ME1115  NAVD 88             196.61   (m)          645.0    (f) LEVELING    3  
 ME1115  NGVD 29 (??/??/92)  196.701  (m)          645.34   (f) ADJ UNCH    2 0
 ME1115  NGVD 29             196.70   (m)          645.3    (f) LEVELING    3  
 ME1115
 ME1115.Superseded values are not recommended for survey control.
 ME1115
 ME1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1115.See file dsdata.pdf to determine how the superseded data were derived.
 ME1115
 ME1115_MARKER: DS = TRIANGULATION STATION DISK
 ME1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1115_STAMPING: LAKE VILLAGE 1952
 ME1115_MARK LOGO: CGS
 ME1115_PROJECTION: FLUSH
 ME1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1115+STABILITY: SURFACE MOTION
 ME1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1115+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 ME1115
 ME1115  HISTORY     - Date     Condition        Report By
 ME1115  HISTORY     - 1952     MONUMENTED       CGS
 ME1115  HISTORY     - 1954     GOOD             CGS
 ME1115  HISTORY     - 1967     GOOD             CGS
 ME1115  HISTORY     - 19880720 GOOD             NGS
 ME1115  HISTORY     - 19891021 GOOD             USPSQD
 ME1115  HISTORY     - 19900828 GOOD
 ME1115  HISTORY     - 19970805 GOOD             SEC
 ME1115  HISTORY     - 20020218 GOOD             DUCKS
 ME1115  HISTORY     - 20090623 GOOD             JCLS
 ME1115  HISTORY     - 20200427 GOOD             ILDT
 ME1115  HISTORY     - 20210405 GOOD             INDOT
 ME1115
 ME1115                          STATION DESCRIPTION
 ME1115
 ME1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME1115'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF LAKE VILLAGE, IN THE
 ME1115'NORTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 ME1115'HIGHWAY 10, ON HIGHWAY RIGHT-OF-WAY.  IT IS 134 FEET NORTHWEST OF THE
 ME1115'INTERSECTION, 24 FEET SOUTHEAST OF A WHITE WITNESS POST AND 23 FEET
 ME1115'SOUTHEAST OF POWER LINE POLE 366/220.  THE MARK PROJECTS ABOUT 2
 ME1115'INCHES AND THE DISK IS STAMPED LAKE VILLAGE 1952.
 ME1115'
 ME1115'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF HIGHWAY 41, 18
 ME1115'FEET SOUTHWEST OF POWER LINE POLE 360/802 AND 1 FOOT SOUTHEAST OF A
 ME1115'FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED LAKE
 ME1115'VILLAGE NO 1 1952.
 ME1115'
 ME1115'REFERENCE MARK NO. 2 IS NEAR THE CENTER OF THE GRASS ISLAND IN THE
 ME1115'NORTHWEST ANGLE OF THE HIGHWAY INTERSECTION.  IT IS 44 FEET NORTHWEST
 ME1115'OF THE INTERSECTION.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME1115'STAMPED LAKE VILLAGE NO 2 1952.
 ME1115'
 ME1115'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF U.S. HIGHWAY 41, 20 FEET
 ME1115'SOUTH OF THE CENTER OF A SAND LANE AND 3 FEET SOUTH OF A POWER LINE
 ME1115'POLE AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 ME1115'DISK IS STAMPED LAKE VILLAGE 1952.
 ME1115'
 ME1115'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 ME1115'41 FOR 0.6 MILE TO THE MARK ON THE LEFT, WEST SIDE OF ROAD AS
 ME1115'DESCRIBED.
 ME1115'
 ME1115'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME1115
 ME1115                          STATION RECOVERY (1954)
 ME1115
 ME1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 ME1115'3.1 MI S FROM SCHNEIDER.
 ME1115'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1115'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT THE INTERSECTION
 ME1115'OF STATE HIGHWAY 10, 92 FEET WEST OF CENTER LINE OF HIGHWAY
 ME1115'41, 99 FEET NORTH OF CENTER LINE OF HIGHWAY 10, 22 1/2 FEET
 ME1115'EAST-SOUTHEAST OF POWER POLE NO. 366-220, 98 1/2 FEET
 ME1115'SOUTH-SOUTHWEST OF RM NO. 1, 90.2 FEET NORTHWEST OF RM NO. 2,
 ME1115'24 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND A FENCE
 ME1115'LINE, ABOUT LEVEL WITH HIGHWAYS AND SET IN THE TOP OF A CONCRETE
 ME1115'POST ABOUT FLUSH WITH GROUND.  NOTE-- THE MARK IS FLUSH, 0.25 MI
 ME1115'E ALONG STATE HWY 10 FROM ITS JUNCTION WITH U.S. HWY 41 AT THE
 ME1115'NW EDGE OF LAKE VILLAGE AND 1 FOOT SE OF A METAL WITNESS POST.
 ME1115
 ME1115                          STATION RECOVERY (1967)
 ME1115
 ME1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1115'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 ME1115'THE DISK AND TOP PORTION OF REFERENCE MARK 1 HAS BEEN SHEARED OFF WITH
 ME1115'A SMALL PIECE OF THE STEM REMAINING.  THE AZIMUTH MARK WAS NOT FOUND
 ME1115'AND IS ASSUMED LOST SINCE AN ENTRANCE ROAD TO NEW HIGHWAY 41 HAS BEEN
 ME1115'MADE IN THE AREA.  REFERENCE MARK 1 WAS LEFT AS FOUND AND REFERENCE
 ME1115'MARK 3 SET.  THE DESCRIPTION IS GOOD WITH BELOW ADDED.
 ME1115'
 ME1115'U.S. HIGHWAY 41 HAS BEEN MOVED WEST 0.25 MILE AND THE STATION IS 0.25
 ME1115'MILE EAST ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH HIGHWAY 41.
 ME1115'
 ME1115'THE STATION MARK IS FLUSH AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 ME1115'POST.
 ME1115'
 ME1115'REFERENCE MARK 1 NOW PROJECTS 3 INCHES.
 ME1115'
 ME1115'REFERENCE MARK 2 IS FLUSH.
 ME1115'
 ME1115'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 ME1115'MONUMENT PROJECTING 5 INCHES.  IT IS 76 WEST OF THE CENTERLINE OF THE
 ME1115'HIGHWAY (OLD U.S. 41)  49 FEET NORTH OF A METAL WITNESS POST, 46 FEET
 ME1115'NORTHEAST OF POWER POLE 366-220 AND 1 FOOT NORTHEAST OF A GUY LINE
 ME1115'DEAD MAN.  THE DISK IS STAMPED LAKE VILLAGE 1952 NO 3 1967.
 ME1115'
 ME1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1/2 MILE NORTH OF
 ME1115'LAKE VILLAGE.
 ME1115'
 ME1115'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME1115
 ME1115                          STATION RECOVERY (1988)
 ME1115
 ME1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME1115'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST FROM INTERSTATE
 ME1115'HIGHWAY 65, 8.0 KM (4.95 MI) EAST OF THE ILLINOIS-INDIANA STATE LINE,
 ME1115'0.8 KM (0.50 MI) EAST OF LAKE VILLAGE AND ON HIGHWAY RIGHT-OF-WAY.
 ME1115'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 ME1115'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 ME1115'317-232-5533.
 ME1115'
 ME1115'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 41 AND STATE
 ME1115'HIGHWAY 10 AT THE NORTHWEST EDGE OF LAKE VILLAGE, GO EAST ON STATE
 ME1115'HIGHWAY 10 FOR 0.48 KM (0.30 MI) TO A CROSSROAD, OLD HIGHWAY 41, AND
 ME1115'THE STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 ME1115'
 ME1115'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED
 ME1115'---LAKE VILLAGE 1952---, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 ME1115'IS FLUSH WITH THE GROUND.  LOCATED 30.48 M (100.0 FT) NORTH FROM
 ME1115'CENTER OF STATE HIGHWAY 10, 28.96 M (95.0 FT) WEST FROM CENTER OF OLD
 ME1115'HIGHWAY 41, 18.9 M (62.0 FT) NORTH FROM A STOP SIGN, 14.33 M (47.0 FT)
 ME1115'EAST-NORTHEAST FROM A UTILITY POLE, 12.95 M (42.5 FT) SOUTH-SOUTHWEST
 ME1115'FROM A UTILITY POLE, 1.0 M (3.3 FT) NORTHEAST FROM A WITNESS POST AND
 ME1115'0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS POST.  GPS SURVEY, FAA
 ME1115'AIRPORTS. INDIANA.  DESCRIBED BY D.L. ADAMS.
 ME1115
 ME1115                          STATION RECOVERY (1989)
 ME1115
 ME1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME1115'RECOVERED IN GOOD CONDITION.
 ME1115
 ME1115                          STATION RECOVERY (1990)
 ME1115
 ME1115'RECOVERED 1990
 ME1115'RECOVERED IN GOOD CONDITION.
 ME1115
 ME1115                          STATION RECOVERY (1997)
 ME1115
 ME1115'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME1115'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) WEST FROM INTERSTATE
 ME1115'HIGHWAY 65, 4.95 MILES (7.97 KM) EAST OF THE ILLINOIS-INDIANA STATE
 ME1115'LINE, 0.50 MILE (0.80 KM) EAST OF LAKE VILLAGE AND ON HIGHWAY
 ME1115'RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION, 100 N.
 ME1115'SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS IN
 ME1115'46204, HENRY ALDRIDGE, PHONE 317-232-6764.
 ME1115'
 ME1115'TO REACH THE STATION FROM INTERSTATE HIGHWAY 65 AND STATE ROAD 10, GO
 ME1115'EAST FOR 10.1 MILES (16.3 KM) ON STATE HIGHWAY 10 TO A CROSSROAD (OLD
 ME1115'HIGHWAY 41) AND THE STATION, IN THE NORTHWEST QUADRANT OF THE
 ME1115'INTERSECTION.
 ME1115'
 ME1115'THE STATION IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 ME1115'GROUND.  LOCATED 30.48 METERS (100.00 FT) NORTH FROM THE CENTER OF
 ME1115'STATE HIGHWAY 10, 28.96 METERS (95.01 FT) WEST FROM THE CENTER OF OLD
 ME1115'HIGHWAY 41, 14.33 METERS (47.01 FT) EAST-NORTHEAST FROM A UTILITY POLE
 ME1115'AND 12.95 SOUTH-SOUTHWEST FROM A UTILITY POLE.
 ME1115
 ME1115                          STATION RECOVERY (2002)
 ME1115
 ME1115'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 ME1115'RECOVERED IN GOOD CONDITION.
 ME1115
 ME1115                          STATION RECOVERY (2009)
 ME1115
 ME1115'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 ME1115'RECOVERED IN GOOD CONDITION.
 ME1115
 ME1115                          STATION RECOVERY (2020)
 ME1115
 ME1115'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2020 (RS)
 ME1115'RECOVERED IN GOOD CONDITION.
 ME1115
 ME1115                          STATION RECOVERY (2021)
 ME1115
 ME1115'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (CHS)
 ME1115'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1122 ***********************************************************************
 ME1122  DESIGNATION -  LAKE VILLAGE AZ MK
 ME1122  PID         -  ME1122
 ME1122  STATE/COUNTY-  IN/NEWTON
 ME1122  COUNTRY     -  US
 ME1122  USGS QUAD   -  SCHNEIDER (2019)
 ME1122
 ME1122                         *CURRENT SURVEY CONTROL
 ME1122  ______________________________________________________________________
 ME1122* NAD 83(1986) POSITION- 41 09 15.     (N) 087 26 54.     (W)   SCALED
 ME1122* NAVD 88 ORTHO HEIGHT -   195.312 (meters)      640.79  (feet) ADJUSTED
 ME1122  ______________________________________________________________________
 ME1122  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 ME1122  DYNAMIC HEIGHT  -        195.229 (meters)      640.51  (feet) COMP
 ME1122  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 ME1122
 ME1122  VERT ORDER      -  SECOND    CLASS 0
 ME1122
 ME1122.The horizontal coordinates were scaled from a map and have
 ME1122.an estimated accuracy of +/- 6 seconds.
 ME1122
 ME1122.The orthometric height was determined by differential leveling and
 ME1122.adjusted by the NATIONAL GEODETIC SURVEY
 ME1122.in June 1991.
 ME1122
 ME1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1122.GEOID18 height accuracy estimate available here.
 ME1122
 ME1122.Click photographs - Photos may exist for this station.
 ME1122
 ME1122.The dynamic height is computed by dividing the NAVD 88
 ME1122.geopotential number by the normal gravity value computed on the
 ME1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1122.degrees latitude (g = 980.6199 gals.).
 ME1122
 ME1122.The modeled gravity was interpolated from observed gravity values.
 ME1122
 ME1122;                    North         East    Units  Estimated Accuracy
 ME1122;SPC IN W     -   655,740.      869,360.      MT  (+/- 180 meters Scaled)
 ME1122
 ME1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623559(NAD 83)
 ME1122
 ME1122                          SUPERSEDED SURVEY CONTROL
 ME1122
 ME1122  NGVD 29 (??/??/92)  195.399  (m)          641.07   (f) ADJ UNCH    2 0
 ME1122
 ME1122.Superseded values are not recommended for survey control.
 ME1122
 ME1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1122.See file dsdata.pdf to determine how the superseded data were derived.
 ME1122
 ME1122_MARKER: DZ = AZIMUTH MARK DISK
 ME1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1122_STAMPING: LAKE VILLAGE 1952
 ME1122_MARK LOGO: CGS
 ME1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1122+STABILITY: SURFACE MOTION
 ME1122
 ME1122  HISTORY     - Date     Condition        Report By
 ME1122  HISTORY     - 1952     MONUMENTED       CGS
 ME1122  HISTORY     - 1954     GOOD             CGS
 ME1122  HISTORY     - 1967     MARK NOT FOUND   CGS
 ME1122
 ME1122                          STATION DESCRIPTION
 ME1122
 ME1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1122'2.4 MI S FROM SCHNEIDER.
 ME1122'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING OF
 ME1122'THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, ABOUT 0.7 MILE NORTH
 ME1122'OF THE INTERSECTION OF STATE HIGHWAY 10, AT THE JUNCTION OF A
 ME1122'DRIVE WEST-NORTHWEST TO A FARM, 25 FEET WEST OF CENTER LINE OF
 ME1122'HIGHWAY, 3 1/2 FEET SOUTH OF POWER POLE NO. 365-963, 17 1/2 FEET
 ME1122'SOUTH-SOUTHWEST OF CENTER LINE OF DRIVE TO FARM, 2 1/2 FEET
 ME1122'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 ME1122'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1122
 ME1122                          STATION RECOVERY (1967)
 ME1122
 ME1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ME1122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1113 ***********************************************************************
 ME1113  DESIGNATION -  LAKE VILLAGE RM 2
 ME1113  PID         -  ME1113
 ME1113  STATE/COUNTY-  IN/NEWTON
 ME1113  COUNTRY     -  US
 ME1113  USGS QUAD   -  SCHNEIDER (2019)
 ME1113
 ME1113                         *CURRENT SURVEY CONTROL
 ME1113  ______________________________________________________________________
 ME1113* NAD 83(1986) POSITION- 41 08 41.89   (N) 087 26 55.66   (W)   HD_HELD1
 ME1113* NAVD 88 ORTHO HEIGHT -   197.148 (meters)      646.81  (feet) ADJUSTED
 ME1113  ______________________________________________________________________
 ME1113  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 ME1113  DYNAMIC HEIGHT  -        197.065 (meters)      646.54  (feet) COMP
 ME1113  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 ME1113
 ME1113  VERT ORDER      -  SECOND    CLASS 0
 ME1113
 ME1113.The horizontal coordinates were determined by differentially corrected
 ME1113.hand held GPS observations or other comparable positioning techniques
 ME1113.and have an estimated accuracy of +/- 3 meters.
 ME1113
 ME1113.The orthometric height was determined by differential leveling and
 ME1113.adjusted by the NATIONAL GEODETIC SURVEY
 ME1113.in June 1991.
 ME1113
 ME1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1113.GEOID18 height accuracy estimate available here.
 ME1113
 ME1113.Click photographs - Photos may exist for this station.
 ME1113
 ME1113.The dynamic height is computed by dividing the NAVD 88
 ME1113.geopotential number by the normal gravity value computed on the
 ME1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1113.degrees latitude (g = 980.6199 gals.).
 ME1113
 ME1113.The modeled gravity was interpolated from observed gravity values.
 ME1113
 ME1113;                    North         East    Units  Estimated Accuracy
 ME1113;SPC IN W     -   654,721.7     869,320.3     MT  (+/- 3 meters HH1 GPS) 
 ME1113
 ME1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6233854947(NAD 83)
 ME1113
 ME1113                          SUPERSEDED SURVEY CONTROL
 ME1113
 ME1113  NGVD 29 (??/??/92)  197.235  (m)          647.10   (f) ADJ UNCH    2 0
 ME1113
 ME1113.Superseded values are not recommended for survey control.
 ME1113
 ME1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1113.See file dsdata.pdf to determine how the superseded data were derived.
 ME1113
 ME1113_MARKER: DR = REFERENCE MARK DISK
 ME1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1113_STAMPING: LAKE VILLAGE NO 2 1952
 ME1113_MARK LOGO: CGS
 ME1113_PROJECTION: FLUSH
 ME1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1113+STABILITY: SURFACE MOTION
 ME1113
 ME1113  HISTORY     - Date     Condition        Report By
 ME1113  HISTORY     - 1952     MONUMENTED       CGS
 ME1113  HISTORY     - 1954     GOOD             CGS
 ME1113  HISTORY     - 1967     GOOD             CGS
 ME1113  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME1113
 ME1113                          STATION DESCRIPTION
 ME1113
 ME1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1113'3.1 MI S FROM SCHNEIDER.
 ME1113'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING OF
 ME1113'THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT THE INTERSECTION
 ME1113'OF STATE HIGHWAY 10, IN SMALL TRIANGULAR PLOT FORMED BY INTERSECTION
 ME1113'OF HIGHWAYS AND A CUT-OFF ON NORTHWEST SIDE OF INTERSECTION,
 ME1113'30 FEET WEST OF CENTER LINE OF HIGHWAY 41, 32 1/2 FEET NORTH OF
 ME1113'CENTER LINE OF HIGHWAY 10, 33 FEET SOUTHEAST OF CENTER OF CUT-OFF
 ME1113'LEG OF INTERSECTION, 90.2 FEET SOUTHEAST OF STATION MARK, ABOUT
 ME1113'1 1/2 FEET ABOVE LEVEL OF HIGHWAY 41 AND SET IN THE TOP OF A
 ME1113'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE MARK IS NOW 0.25
 ME1113'MILE EAST ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH U.S.
 ME1113'HIGHWAY 41 AT THE NORTHWEST EDGE OF LAKE VILLAGE.  THE MARK IS
 ME1113'FLUSH.
 ME1113
 ME1113                          STATION RECOVERY (1967)
 ME1113
 ME1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ME1113'RECOVERED IN GOOD CONDITION.
 ME1113
 ME1113                          STATION RECOVERY (1989)
 ME1113
 ME1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME1113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1116 ***********************************************************************
 ME1116  DESIGNATION -  LAKE VILLAGE RM 3
 ME1116  PID         -  ME1116
 ME1116  STATE/COUNTY-  IN/NEWTON
 ME1116  COUNTRY     -  US
 ME1116  USGS QUAD   -  SCHNEIDER (2019)
 ME1116
 ME1116                         *CURRENT SURVEY CONTROL
 ME1116  ______________________________________________________________________
 ME1116* NAD 83(1986) POSITION- 41 08 42.99   (N) 087 26 56.23   (W)   HD_HELD1
 ME1116* NAVD 88 ORTHO HEIGHT -   196.72  (meters)      645.4   (feet) RESET
 ME1116  ______________________________________________________________________
 ME1116  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 ME1116  VERT ORDER      -  THIRD
 ME1116
 ME1116.The horizontal coordinates were determined by differentially corrected
 ME1116.hand held GPS observations or other comparable positioning techniques
 ME1116.and have an estimated accuracy of +/- 3 meters.
 ME1116
 ME1116.The orthometric height was computed from unverified reset data.
 ME1116
 ME1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1116.GEOID18 height accuracy estimate available here.
 ME1116
 ME1116.Click photographs - Photos may exist for this station.
 ME1116
 ME1116;                    North         East    Units  Estimated Accuracy
 ME1116;SPC IN W     -   654,755.7     869,307.2     MT  (+/- 3 meters HH1 GPS) 
 ME1116
 ME1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6232554981(NAD 83)
 ME1116
 ME1116                          SUPERSEDED SURVEY CONTROL
 ME1116
 ME1116.No superseded survey control is available for this station.
 ME1116
 ME1116_MARKER: DR = REFERENCE MARK DISK
 ME1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1116_STAMPING: LAKE VILLAGE 1952 NO 3 1967
 ME1116_MARK LOGO: CGS
 ME1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1116+STABILITY: SURFACE MOTION
 ME1116
 ME1116  HISTORY     - Date     Condition        Report By
 ME1116  HISTORY     - 1967     MONUMENTED       CGS
 ME1116  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME1116
 ME1116                          STATION DESCRIPTION
 ME1116
 ME1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1116'0.5 MI N FROM LAKE VILLAGE.
 ME1116'0.25 MILE EAST ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 ME1116'U.S. HIGHWAY 41 AT THE NORTHWEST EDGE OF LAKE VILLAGE, IN THE
 ME1116'NORTHWEST ANGLE OF AN INTERSECTION FORMED BY HIGHWAY 10 AND OLD
 ME1116'U.S. HIGHWAY 41, 76 FEET WEST OF THE CENTERLINE OF THE OLD
 ME1116'HIGHWAY 41, 49 FEET NORTH OF A METAL WITNESS POST, 46 FEET
 ME1116'NORTHEAST OF POWER POLE 366-220 AND 1 FOOT NORTHEAST OF A GUY
 ME1116'LINE DEAD MAN.  THE ROUND CONCRETE MONUMENT PROJECTS 5 INCHES.
 ME1116
 ME1116                          STATION RECOVERY (1989)
 ME1116
 ME1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME1116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2220 ***********************************************************************
 LA2220  DESIGNATION -  LAKETON
 LA2220  PID         -  LA2220
 LA2220  STATE/COUNTY-  IN/WABASH
 LA2220  COUNTRY     -  US
 LA2220  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA2220
 LA2220                         *CURRENT SURVEY CONTROL
 LA2220  ______________________________________________________________________
 LA2220* NAD 83(1997) POSITION- 40 59 59.51779(N) 085 48 54.42509(W)   ADJUSTED
 LA2220* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2220  ______________________________________________________________________
 LA2220  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 LA2220  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LA2220  HORZ ORDER      -  SECOND
 LA2220
 LA2220.The horizontal coordinates were established by classical geodetic methods
 LA2220.and adjusted by the National Geodetic Survey in May 1999.
 LA2220
 LA2220.The orthometric height was scaled from a topographic map.
 LA2220
 LA2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2220.GEOID18 height accuracy estimate available here.
 LA2220
 LA2220.Click photographs - Photos may exist for this station.
 LA2220
 LA2220.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2220
 LA2220. The following values were computed from the NAD 83(1997) position.
 LA2220
 LA2220;                    North         East     Units Scale Factor Converg.
 LA2220;SPC IN E     -   638,553.936    87,510.402   MT  0.99996859   -0 05 50.6
 LA2220;SPC IN E     - 2,094,989.04    287,107.04   sFT  0.99996859   -0 05 50.6
 LA2220;UTM  16      - 4,539,418.247   599,651.589   MT  0.99972222   +0 46 38.7
 LA2220
 LA2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2220!SPC IN E     -   0.99996393  x   0.99996859  =   0.99993252
 LA2220!UTM  16      -   0.99996393  x   0.99972222  =   0.99968616
 LA2220
 LA2220:                Primary Azimuth Mark                     Grid Az
 LA2220:SPC IN E     -  LAKETON AZ MK                            272 43 33.4
 LA2220:UTM  16      -  LAKETON AZ MK                            271 51 04.1
 LA2220
 LA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9965139418(NAD 83)
 LA2220
 LA2220|---------------------------------------------------------------------|
 LA2220| PID    Reference Object                     Distance      Geod. Az  |
 LA2220|                                                           dddmmss.s |
 LA2220| CC8751 LAKETON RM 1                         25.008 METERS 08033     |
 LA2220| CC8752 LAKETON RM 2                         29.486 METERS 18340     |
 LA2220| CC8750 LAKETON AZ MK                                      2723742.8 |
 LA2220|---------------------------------------------------------------------|
 LA2220
 LA2220                          SUPERSEDED SURVEY CONTROL
 LA2220
 LA2220  NAD 83(1986)-  40 59 59.52186(N)    085 48 54.43652(W) AD(       ) 2
 LA2220  NAD 27      -  40 59 59.36140(N)    085 48 54.48090(W) AD(       ) 2
 LA2220
 LA2220.Superseded values are not recommended for survey control.
 LA2220
 LA2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2220.See file dsdata.pdf to determine how the superseded data were derived.
 LA2220
 LA2220_MARKER: DS = TRIANGULATION STATION DISK
 LA2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2220_STAMPING: LAKETON 1947
 LA2220_MARK LOGO: CGS
 LA2220_PROJECTION: FLUSH
 LA2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2220+STABILITY: SURFACE MOTION
 LA2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2220+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 LA2220
 LA2220  HISTORY     - Date     Condition        Report By
 LA2220  HISTORY     - 1947     MONUMENTED       CGS
 LA2220  HISTORY     - 20050114 GOOD             INDIV
 LA2220
 LA2220                          STATION DESCRIPTION
 LA2220
 LA2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2220'STATION IS LOCATED ABOUT 2 MILES WEST OF NORTH MANCHESTER ON THE
 LA2220'SOUTH SIDE OF STATE
 LA2220'HIGHWAY 114.  IT IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 225
 LA2220'FEET NORTH WEST OF THE NORTHWEST
 LA2220'CORNER OF THE NORTH MANCHESTER CHURCH OF THE BRETHEREN, 12 FEET
 LA2220'SOUTHEAST OF A FENCE CORNER AND 9 FEET
 LA2220'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 LA2220'AND THE DISK IS STAMPED LAKETON 1947.
 LA2220'
 LA2220'REFERENCE MARK NO 1 IS 82.05 FEET EAST OF THE STATION.  IT IS 27 FEET
 LA2220'SOUTH OF THE CENTER OF HIGHWAY.
 LA2220'THE MARK IS FLUSH AND THE DISK IS STAMPED LAKETON NO 1 1947.
 LA2220'
 LA2220'REFERENCE MARK NO. 2 IS 96.74 FEET SOUTH OF THE STATION.  IT IS 1
 LA2220'FOOT EAST OF A FENCELINE.
 LA2220'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LAKETON NO 2
 LA2220'1947.
 LA2220'
 LA2220'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 35 FEET NORTH OF
 LA2220'THE CENTER OF STATE HIGHWAY 114,
 LA2220'11 FEET EAST OF A TELEPHONE POLE AND 5 FEET EAST OF A WHITE WITNESS
 LA2220'POST.  THE MARK PROJECTS ABOUT 6
 LA2220'INCHES AND THE DISK IS STAMPED LAKETON 1947.
 LA2220'
 LA2220'TO REACH STATION FROM THE JUNCTION OF MARKET AND WEST MAIN STREETS
 LA2220'(CITY HALL) IN NORTH
 LA2220'MANCHESTER GO WEST ON WEST MAIN STREET (STATE HIGHWAY NO. 114) FOR
 LA2220'2.4 MILE TO STATION ON THE LEFT,
 LA2220'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO AZIMUTH MARK ON THE
 LA2220'RIGHT.
 LA2220'
 LA2220'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LA2220
 LA2220                          STATION RECOVERY (2005)
 LA2220
 LA2220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 LA2220'BURIED 0.4 FEET.....UNDER PINE TREE CANOPY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0028 ***********************************************************************
 ME0028  DESIGNATION -  LAKEVILLE
 ME0028  PID         -  ME0028
 ME0028  STATE/COUNTY-  IN/ST JOSEPH
 ME0028  COUNTRY     -  US
 ME0028  USGS QUAD   -  LAKEVILLE (2019)
 ME0028
 ME0028                         *CURRENT SURVEY CONTROL
 ME0028  ______________________________________________________________________
 ME0028* NAD 83(1997) POSITION- 41 31 53.85963(N) 086 16 23.27556(W)   ADJUSTED
 ME0028* NAVD 88 ORTHO HEIGHT -   261.99  (meters)      859.5   (feet) RESET
 ME0028  ______________________________________________________________________
 ME0028  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0028  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 ME0028  HORZ ORDER      -  THIRD
 ME0028  VERT ORDER      -  THIRD
 ME0028
 ME0028.The horizontal coordinates were established by classical geodetic methods
 ME0028.and adjusted by the National Geodetic Survey in May 1999.
 ME0028
 ME0028.The orthometric height was computed from unverified reset data.
 ME0028
 ME0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0028.GEOID18 height accuracy estimate available here.
 ME0028
 ME0028.Click photographs - Photos may exist for this station.
 ME0028
 ME0028.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0028
 ME0028. The following values were computed from the NAD 83(1997) position.
 ME0028
 ME0028;                    North         East     Units Scale Factor Converg.
 ME0028;SPC IN E     -   697,775.894    49,388.676   MT  0.99999818   -0 24 07.6
 ME0028;SPC IN E     - 2,289,286.41    162,036.01   sFT  0.99999818   -0 24 07.6
 ME0028;UTM  16      - 4,598,030.538   560,637.083   MT  0.99964525   +0 28 55.0
 ME0028
 ME0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0028!SPC IN E     -   0.99996422  x   0.99999818  =   0.99996240
 ME0028!UTM  16      -   0.99996422  x   0.99964525  =   0.99960948
 ME0028
 ME0028:                Primary Azimuth Mark                     Grid Az
 ME0028:SPC IN E     -  RELIABLE                                 350 28 28.4
 ME0028:UTM  16      -  RELIABLE                                 349 35 25.8
 ME0028
 ME0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6063798030(NAD 83)
 ME0028
 ME0028|---------------------------------------------------------------------|
 ME0028| PID    Reference Object                     Distance      Geod. Az  |
 ME0028|                                                           dddmmss.s |
 ME0028| ME0029 LAKEVILLE RM 1                       35.906 METERS 21508     |
 ME0028| ME0030 LAKEVILLE RM 2                       31.172 METERS 30021     |
 ME0028| ME2255 RELIABLE                            APPROX. 6.2 KM 3500420.8 |
 ME0028|---------------------------------------------------------------------|
 ME0028
 ME0028                          SUPERSEDED SURVEY CONTROL
 ME0028
 ME0028  NAD 83(1994)-  41 31 53.86411(N)    086 16 23.27910(W) AD(       ) 3
 ME0028  NAD 83(1986)-  41 31 53.86415(N)    086 16 23.28001(W) AD(       ) 3
 ME0028  NAD 27      -  41 31 53.69240(N)    086 16 23.25090(W) AD(       ) 3
 ME0028  NGVD 29 (08/22/16)  262.10   (m)          859.9    (f) RESET       3  
 ME0028  NGVD 29             262.10   (m)          859.9    (f) LEVELING    3  
 ME0028
 ME0028.Superseded values are not recommended for survey control.
 ME0028
 ME0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0028.See file dsdata.pdf to determine how the superseded data were derived.
 ME0028
 ME0028_MARKER: DS = TRIANGULATION STATION DISK
 ME0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0028_STAMPING: LAKEVILLE 1952
 ME0028_MARK LOGO: CGS
 ME0028_PROJECTION: FLUSH
 ME0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0028+STABILITY: SURFACE MOTION
 ME0028
 ME0028  HISTORY     - Date     Condition        Report By
 ME0028  HISTORY     - 1952     MONUMENTED       CGS
 ME0028  HISTORY     - 1958     GOOD             CGS
 ME0028  HISTORY     - 1970     GOOD             BRADY
 ME0028  HISTORY     - 1973     GOOD             BRADY
 ME0028  HISTORY     - 1975     GOOD             NGS
 ME0028  HISTORY     - 1975     GOOD             NGS
 ME0028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0028  HISTORY     - 1990     GOOD             USPSQD
 ME0028
 ME0028                          STATION DESCRIPTION
 ME0028
 ME0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0028'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE LAKEVILLE HIGH
 ME0028'SCHOOL GROUNDS, IN LAKEVILLE.  IT IS 126 FEET NORTHEAST OF THE
 ME0028'NORTHEAST CORNER OF THE SCHOOL, 105 FEET WEST OF THE CENTER OF U.S.
 ME0028'HIGHWAY 31 AND 49 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE.  THE
 ME0028'MARK IS FLUSH AND THE DISK IS STAMPED LAKEVILLE 1952.
 ME0028'
 ME0028'REFERENCE MARK NO. 1 IS 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME0028'THE SCHOOL AND 4 FEET SOUTH OF THE CENTER OF A SIDEWALK.  THE MARK IS
 ME0028'FLUSH AND THE DISK IS STAMPED LAKEVILLE NO 1 1952.
 ME0028'
 ME0028'REFERENCE MARK NO. 2 IS 152 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ME0028'SCHOOL AND 15 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 ME0028'DISK IS STAMPED LAKEVILLE NO 2 1952.
 ME0028'
 ME0028'STATES 1920 WAS USED AS AN AZIMUTH MARK.  IT IS 32 FEET NORTH OF THE
 ME0028'CENTER OF STATE HIGHWAY 4, 27 FEET SOUTHWEST OF A FENCE CORNER, 24
 ME0028'FEET EAST OF THE EAST RAIL OF A RAILROAD AND 9 FEET NORTHEAST OF A
 ME0028'WHITE WITNESS POST.  THE MARK IS 1 BY 1 FOOT CONCRETE POST WHICH
 ME0028'PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION STATION MARK DISK SET
 ME0028'IN THE TOP STAMPED STATES 1920.
 ME0028'
 ME0028'TO REACH TRIANGULATION STATION STATES FROM THE STATION, GO NORTH ON
 ME0028'U.S. HIGHWAY 31 FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 4,
 ME0028'TURN LEFT AND GO WEST ON STATE HIGHWAY 4 FOR 0.3 MILE TO THE MARK ON
 ME0028'THE RIGHT AS DESCRIBED.
 ME0028'
 ME0028'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0028
 ME0028                          STATION RECOVERY (1958)
 ME0028
 ME0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0028'AT LAKEVILLE.
 ME0028'AT LAKEVILLE, ON THE GROUNDS OF THE HIGH SCHOOL, 126 FEET NORTHEAST
 ME0028'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 105 FEET WEST
 ME0028'OF THE CENTER LINE OF U.S. HIGHWAY 31, 49 FEET SOUTH OF THE CENTER
 ME0028'OF A GRAVEL DRIVE INTO SCHOOL GROUNDS, 118 FEET NORTHEAST OF
 ME0028'REFERENCE MARK NO. 1, 102.3 FEET SOUTHEAST OF R.M. NO. 2.
 ME0028
 ME0028                          STATION RECOVERY (1970)
 ME0028
 ME0028'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (HH)
 ME0028'LAKEVILLE 1952 GOOD.  STATION, REF. MARK NO 2 AND AZIMUTH MARK WERE
 ME0028'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK IS NOT VISABLE FROM THE
 ME0028'STATION.
 ME0028
 ME0028                          STATION RECOVERY (1973)
 ME0028
 ME0028'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 ME0028'LAND BETWEEN LAKEVILLE AND STATES (AZIM) HAS BEEN CLEARED FOR AN
 ME0028'INDUSTRIAL PARK.  THIS LINE OF SITE MAY BE BLOCKED BY CONSTRUCTION IN
 ME0028'THE NEAR FUTURE.
 ME0028'
 ME0028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LAKEVILLE
 ME0028
 ME0028                          STATION RECOVERY (1975)
 ME0028
 ME0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0028'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ME0028'CONDITION.  TRIANGULATION STATION STATES USED AS AN AZIMUTH MARK WAS
 ME0028'NOT RECOVERED AND SHOULD BE CONSIDERED DESTROYED.  THE DIRECTION TO
 ME0028'THE MARKS WAS LESS BY 3 MINUTES AND 18 SECONDS.  THE DISTANCE CHECKED
 ME0028'THE 1952 DISTANCE.
 ME0028'
 ME0028'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE LAKEVILLE
 ME0028'ELEMENTARY SCHOOL WHICH IS LOCATED AT THE NORTH EDGE OF LAKEVILLE AND
 ME0028'IN THE GRASSY AREA OF A CIRCULAR DRIVE.  IT IS 126 FEET NORTHEAST OF
 ME0028'THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 107 FEET WEST OF THE
 ME0028'CENTERLINE OF U.S. HIGHWAY 31, 85 FEET SOUTHEAST OF CORNER OF A METAL
 ME0028'BUILDING AND 48 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MARK
 ME0028'IS FLUSH AND THE DISK IS STAMPED LAKEVILLE 1952.
 ME0028'
 ME0028'REFERENCE MARK NO. 1 IS 44 FEET EAST OF THE NORTH ENTRANCE OF THE
 ME0028'SCHOOL, 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 8
 ME0028'FEET NORTHWEST OF A 10 INCH PINE TREE AND 2 FEET SOUTH OF A SIDEWALK.
 ME0028'THE MARK IS FLUSH AND THE DISK IS STAMPED LAKEVILLE NO 1 1952.
 ME0028'
 ME0028'REFERENCE MARK NO. 2 IS 61 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 ME0028'THE METAL BUILDING, 35 FEET EAST OF A POWER POLE, 26 FEET SOUTH OF THE
 ME0028'METAL BUILDING AND 4 FEET SOUTHEAST OF A 14 INCH TREE.  THE MARK IS
 ME0028'UNDERGROUND 3 INCHES AND THE DISK IS STAMPED LAKEVILLE NO 2 1952.
 ME0028'
 ME0028'NOTE-NO AZIMUTH MARK FOR THIS STATION.
 ME0028'
 ME0028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTH EDGE OF
 ME0028'LAKEVILLE.
 ME0028
 ME0028                          STATION RECOVERY (1975)
 ME0028
 ME0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ME0028'RECOVERED IN GOOD CONDITION.
 ME0028
 ME0028                          STATION RECOVERY (1990)
 ME0028
 ME0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLM)
 ME0028'MARK NOT FOUND.
 ME0028
 ME0028                          STATION RECOVERY (1990)
 ME0028
 ME0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1843 ***********************************************************************
 JA1843  DESIGNATION -  LAMAR
 JA1843  PID         -  JA1843
 JA1843  STATE/COUNTY-  IN/SPENCER
 JA1843  COUNTRY     -  US
 JA1843  USGS QUAD   -  SANTA CLAUS (2019)
 JA1843
 JA1843                         *CURRENT SURVEY CONTROL
 JA1843  ______________________________________________________________________
 JA1843* NAD 83(1997) POSITION- 38 05 15.18876(N) 086 54 15.29153(W)   ADJUSTED
 JA1843* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 JA1843  ______________________________________________________________________
 JA1843  GEOID HEIGHT    -        -31.885 (meters)                     GEOID18
 JA1843  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 JA1843  HORZ ORDER      -  SECOND
 JA1843
 JA1843.The horizontal coordinates were established by classical geodetic methods
 JA1843.and adjusted by the National Geodetic Survey in May 1999.
 JA1843
 JA1843.The orthometric height was scaled from a topographic map.
 JA1843
 JA1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1843.GEOID18 height accuracy estimate available here.
 JA1843
 JA1843.Click photographs - Photos may exist for this station.
 JA1843
 JA1843.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1843
 JA1843. The following values were computed from the NAD 83(1997) position.
 JA1843
 JA1843;                    North         East     Units Scale Factor Converg.
 JA1843;SPC IN W     -   315,226.932   915,710.300   MT  0.99996971   +0 06 37.7
 JA1843;SPC IN W     - 1,034,207.03  3,004,292.88   sFT  0.99996971   +0 06 37.7
 JA1843;UTM  16      - 4,215,533.545   508,396.797   MT  0.99960087   +0 03 32.6
 JA1843
 JA1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1843!SPC IN W     -   0.99998242  x   0.99996971  =   0.99995214
 JA1843!UTM  16      -   0.99998242  x   0.99960087  =   0.99958330
 JA1843
 JA1843:                Primary Azimuth Mark                     Grid Az
 JA1843:SPC IN W     -  LAMAR AZ MK RESET                        182 30 18.5
 JA1843:UTM  16      -  LAMAR AZ MK RESET                        182 33 23.6
 JA1843
 JA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0839615533(NAD 83)
 JA1843
 JA1843|---------------------------------------------------------------------|
 JA1843| PID    Reference Object                     Distance      Geod. Az  |
 JA1843|                                                           dddmmss.s |
 JA1843| CG8755 LAMAR AZ MK RESET                                  1823656.2 |
 JA1843| CG8754 LAMAR AZ MK                                        1823656.2 |
 JA1843| CG8756 LAMAR RM 1                           28.803 METERS 22644     |
 JA1843| CG8757 LAMAR RM 2                           26.162 METERS 31438     |
 JA1843|---------------------------------------------------------------------|
 JA1843
 JA1843                          SUPERSEDED SURVEY CONTROL
 JA1843
 JA1843  NAD 83(1993)-  38 05 15.19010(N)    086 54 15.29174(W) AD(       ) 2
 JA1843  NAD 83(1986)-  38 05 15.19612(N)    086 54 15.29446(W) AD(       ) 2
 JA1843  NAD 27      -  38 05 15.00300(N)    086 54 15.32100(W) AD(       ) 2
 JA1843
 JA1843.Superseded values are not recommended for survey control.
 JA1843
 JA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1843.See file dsdata.pdf to determine how the superseded data were derived.
 JA1843
 JA1843_MARKER: DS = TRIANGULATION STATION DISK
 JA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1843_STAMPING: LAMAR 1946
 JA1843_MARK LOGO: CGS
 JA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1843+STABILITY: SURFACE MOTION
 JA1843
 JA1843  HISTORY     - Date     Condition        Report By
 JA1843  HISTORY     - 1946     MONUMENTED       CGS
 JA1843  HISTORY     - 1960     GOOD             USGS
 JA1843
 JA1843                          STATION DESCRIPTION
 JA1843
 JA1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1843'THE STATION IS LOCATED 1.3 MILES NORTH ON INDIANA STATE ROUTE 285 FROM
 JA1843'THE POST OFFICE IN LAMAR AT THE TOP OF A GRADE, 42 FEET EAST OF THE
 JA1843'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A STANDARD REFERENCE POST,
 JA1843'23 FEET NORTHEAST OF A FENCE CORNER AND 24 FEET NORTH OF THE
 JA1843'CENTERLINE OF A GRAVEL ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK
 JA1843'IS STAMPED LAMAR 1946.
 JA1843'
 JA1843'REFERENCE MARK NO 1 IS 28.803 METERS (93.15 FEET) SOUTHWEST OF THE
 JA1843'STATION, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF
 JA1843'THE CENTERLINE OF A LANE TO A BARNYARD AND 1 FOOT NORTH OF THE
 JA1843'NORTHWEST FENCE CORNER OF THE BARNYARD.  THE MARK PROJECTS 3 INCHES
 JA1843'AND THE DISK IS STAMPED LAMAR NO 1 1946.
 JA1843'
 JA1843'REFERENCE MARK NO 2 IS 26.162 METERS (85.83 FEET) NORTHWEST OF THE
 JA1843'STATION, 1 FOOT EAST OF A FENCELINE, 1.5 FEET EAST OF A POWERLINE POLE
 JA1843'(NO 630)  23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 31 FEET
 JA1843'NORTH OF THE CENTERLINE OF A DRIVEWAY TO A HOUSE.  THE MARK PROJECTS 1
 JA1843'INCH AND THE DISK IS STAMPED LAMAR NO 2 1946.
 JA1843'
 JA1843'THE AZIMUTH MARK IS 0.8 MILE NORTH OF THE POST OFFICE IN LAMAR, 0.5
 JA1843'MILE SOUTH OF THE STATION, 26.5 FEET WEST OF THE CENTERLINE OF THE
 JA1843'HIGHWAY, 61 FEET NORTH OF A POWERLINE POLE, 2.5 FEET NORTH OF A
 JA1843'STANDARD REFERENCE, POST AND 2 FEET WEST OF THE EDGE OF A HIGHWAY CUT.
 JA1843'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LAMAR 1946.
 JA1843'
 JA1843'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1843
 JA1843                          STATION RECOVERY (1960)
 JA1843
 JA1843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JA1843'THE AZIMUTH MARK WAS MOVED ON LINE 57 FEET SOUTH OF THE OLD AZIMUTH
 JA1843'MARK.
 JA1843'
 JA1843'AZIMUTH MARK IS 0.8 MILE N OF THE POST OFFICE IN LAMAR, 0.5 MILE S OF
 JA1843'THE STATION, 27 FEET W OF CENTER LINE OF HIGHWAY, 22 FEET N OF A DRIVE
 JA1843'LEADING TO A POND, 4 FEET N OF A POWER POLE, SET FLUSH WITH THE GROUND
 JA1843'AND STAMPED LAMAR 1946 RESET 1960.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1040 ***********************************************************************
 HZ1040  DESIGNATION -  LAMB
 HZ1040  PID         -  HZ1040
 HZ1040  STATE/COUNTY-  IN/JEFFERSON
 HZ1040  COUNTRY     -  US
 HZ1040  USGS QUAD   -  CARROLLTON (2019)
 HZ1040
 HZ1040                         *CURRENT SURVEY CONTROL
 HZ1040  ______________________________________________________________________
 HZ1040* NAD 83(1997) POSITION- 38 41 49.29222(N) 085 12 22.64454(W)   ADJUSTED
 HZ1040* NAVD 88 ORTHO HEIGHT -   147.879 (meters)      485.17  (feet) ADJUSTED
 HZ1040  ______________________________________________________________________
 HZ1040  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ1040  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 HZ1040  DYNAMIC HEIGHT  -        147.782 (meters)      484.85  (feet) COMP
 HZ1040  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 HZ1040
 HZ1040  HORZ ORDER      -  THIRD
 HZ1040  VERT ORDER      -  FIRST     CLASS II
 HZ1040
 HZ1040.The horizontal coordinates were established by classical geodetic methods
 HZ1040.and adjusted by the National Geodetic Survey in May 1999.
 HZ1040
 HZ1040.The orthometric height was determined by differential leveling and
 HZ1040.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1040.in June 1991.
 HZ1040
 HZ1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1040.GEOID18 height accuracy estimate available here.
 HZ1040
 HZ1040.Click photographs - Photos may exist for this station.
 HZ1040
 HZ1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1040
 HZ1040.The dynamic height is computed by dividing the NAVD 88
 HZ1040.geopotential number by the normal gravity value computed on the
 HZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1040.degrees latitude (g = 980.6199 gals.).
 HZ1040
 HZ1040.The modeled gravity was interpolated from observed gravity values.
 HZ1040
 HZ1040. The following values were computed from the NAD 83(1997) position.
 HZ1040
 HZ1040;                    North         East     Units Scale Factor Converg.
 HZ1040;SPC IN E     -   382,964.037   140,049.041   MT  0.99998641   +0 17 16.2
 HZ1040;SPC IN E     - 1,256,441.18    459,477.56   sFT  0.99998641   +0 17 16.2
 HZ1040;SPC KY1Z     - 1,262,476.448 1,547,299.918   MT  1.00000746   +0 20 01.7
 HZ1040;SPC KY1Z     - 4,141,974.81  5,076,433.15   sFT  1.00000746   +0 20 01.7
 HZ1040;SPC KY N     -   133,299.818   416,811.882   MT  0.99997010   -0 35 41.6
 HZ1040;SPC KY N     -   437,334.49  1,367,490.32   sFT  0.99997010   -0 35 41.6
 HZ1040;UTM  16      - 4,284,682.878   655,986.314   MT  0.99989963   +1 07 18.0
 HZ1040
 HZ1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1040!SPC IN E     -   0.99998212  x   0.99998641  =   0.99996853
 HZ1040!SPC KY1Z     -   0.99998212  x   1.00000746  =   0.99998958
 HZ1040!SPC KY N     -   0.99998212  x   0.99997010  =   0.99995222
 HZ1040!UTM  16      -   0.99998212  x   0.99989963  =   0.99988175
 HZ1040
 HZ1040:                Primary Azimuth Mark                     Grid Az
 HZ1040:SPC IN E     -  OSBORN                                   073 05 15.8
 HZ1040:SPC KY1Z     -  OSBORN                                   073 02 30.3
 HZ1040:SPC KY N     -  OSBORN                                   073 58 13.6
 HZ1040:UTM  16      -  OSBORN                                   072 15 14.0
 HZ1040
 HZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5598684682(NAD 83)
 HZ1040
 HZ1040|---------------------------------------------------------------------|
 HZ1040| PID    Reference Object                     Distance      Geod. Az  |
 HZ1040|                                                           dddmmss.s |
 HZ1040| HZ2018 OSBORN                              APPROX. 1.5 KM 0732232.0 |
 HZ1040| HZ1037 OSBORN AZ MK                        APPROX. 0.8 KM 1083026.3 |
 HZ1040| HZ1039 LAMB RM 1                            14.830 METERS 11944     |
 HZ1040| HZ1041 LAMB RM 2                            12.670 METERS 29944     |
 HZ1040|---------------------------------------------------------------------|
 HZ1040
 HZ1040                          SUPERSEDED SURVEY CONTROL
 HZ1040
 HZ1040  NAD 83(1995)-  38 41 49.29233(N)    085 12 22.64448(W) AD(       ) 3
 HZ1040  NAD 83(1993)-  38 41 49.29274(N)    085 12 22.64553(W) AD(       ) 3
 HZ1040  NAD 83(1986)-  38 41 49.29433(N)    085 12 22.65240(W) AD(       ) 3
 HZ1040  NAD 27      -  38 41 49.06800(N)    085 12 22.82100(W) AD(       ) 3
 HZ1040  NGVD 29 (??/??/92)  148.054  (m)          485.74   (f) ADJ UNCH    1 2
 HZ1040  NGVD 29             148.05   (m)          485.7    (f) LEVELING    3  
 HZ1040
 HZ1040.Superseded values are not recommended for survey control.
 HZ1040
 HZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1040.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1040
 HZ1040_MARKER: DS = TRIANGULATION STATION DISK
 HZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1040_STAMPING: LAMB 1947
 HZ1040_MARK LOGO: CGS
 HZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1040+STABILITY: SURFACE MOTION
 HZ1040
 HZ1040  HISTORY     - Date     Condition        Report By
 HZ1040  HISTORY     - 1947     MONUMENTED       CGS
 HZ1040  HISTORY     - 1963     GOOD             AEROS
 HZ1040  HISTORY     - 1964     GOOD             CGS
 HZ1040  HISTORY     - 1965     GOOD             CGS
 HZ1040  HISTORY     - 1965     GOOD             CGS
 HZ1040  HISTORY     - 1979     GOOD             NGS
 HZ1040  HISTORY     - 1980     GOOD             NGS
 HZ1040
 HZ1040                          STATION DESCRIPTION
 HZ1040
 HZ1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1040'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BROOKSBURG ON THE
 HZ1040'RIGHT-OF-WAY OF STATE HIGHWAY 56 AND 0.3 MILE EAST OF THE
 HZ1040'SWITZERLAND-JEFFERSON COUNTY LINE. IT IS 43 FEET EAST OF A TELEPHONE
 HZ1040'POLE, 22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HZ1040'AND 10 FEET SOUTH OF A 3-FOOT BLACK WALNUT TREE. THE MARK PROJECTS 2
 HZ1040'INCHES, AND THE DISK IS STAMPED LAMB 1947.
 HZ1040'
 HZ1040'REFERENCE MARK NO. 1 IS 48.65 FEET SOUTHEAST OF THE STATION, 66 FEET
 HZ1040'SOUTH OF TELEPHONE POLE, AND 23 FEET NORTH OF THE CENTERLINE OF
 HZ1040'THE HIGHWAY. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ1040'STAMPED LAMB NO 1 1947.
 HZ1040'
 HZ1040'REFERENCE MARK NO.2 IS 41.57 FEET NORTHWEST OF THE STATION, 21 FEET
 HZ1040'NORTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTH OF A
 HZ1040'CULTIVATED FIELD, AND 1 FOOT EAST OF A TELEPHONE POLE. THE MARK IS
 HZ1040'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LAMB NO 2 1947.
 HZ1040'
 HZ1040'THE AZIMUTH MARK FOR TRIANGULATION STATION OSBORN WAS USED FOR AN
 HZ1040'AZIMUTH MARK FOR THIS STATION. IT IS 0.5 MILE EAST-SOUTHEAST
 HZ1040'OF THE STATION, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2
 HZ1040'FEET NORTHEAST OF A WITNESS POST, AND 2 FEET EAST OF A
 HZ1040'TELEPHONE POLE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ1040'OSBORN 1947.
 HZ1040'
 HZ1040'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE JEFFERSON
 HZ1040'COUNTY COURT HOUSE IN MADISON, GO EAST ON STATE HIGHWAY 56
 HZ1040'FOR 11.4 MILES TO THE STATION ON THE LEFT.
 HZ1040'
 HZ1040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY
 HZ1040'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ1040'
 HZ1040'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ1040
 HZ1040                          STATION RECOVERY (1963)
 HZ1040
 HZ1040'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ1040'STATION AND AZIMUTH MARK HAVE BEEN RECOVERED AS DESCRIBED.
 HZ1040
 HZ1040                          STATION RECOVERY (1964)
 HZ1040
 HZ1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ1040'THE STATION, TRIANGULATION STATION OSBORN AZIMUTH MARK (USED FOR AN
 HZ1040'AZIMUTH MARK FOR STATION LAMB) AND REFERENCE MARKS 1 AND 2 WERE
 HZ1040'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS
 HZ1040'CHECKED.  THE DIRECTION WERE NOT CHECKED.
 HZ1040'
 HZ1040'THE LARGE WALNUT TREE USED AS A REFERENCE POINT HAS BEEN CUT DOWN BUT
 HZ1040'THE TRUNK IS LYING NEARBY.
 HZ1040'
 HZ1040'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 HZ1040'FOLLOWS--
 HZ1040'
 HZ1040'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BROOKSBURG, 1.2
 HZ1040'MILES WEST OF THE SMALL SETTLEMENT OF LAMB AND 0.3 MILE WEST OF THE
 HZ1040'SWITZERLAND-JEFFERSON COUNTY LINE AND ON THE RIGHT-OF-WAY OF STATE
 HZ1040'HIGHWAY 56.  IT IS 106 FEET EAST OF A POWERLINE POLE, 43 FEET
 HZ1040'EAST-SOUTHEAST OF A TELEPHONE POLE, 22 FEET NORTH OF THE
 HZ1040'CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A STEEL WITNESS POST.
 HZ1040'THE MARK IS FLUSH AND THE DISK IS STAMPED LAMB 1947.
 HZ1040'
 HZ1040'REFERENCE MARK NO. 1 IS 48.65 FEET SOUTHEAST OF THE STATION, 67-1/2
 HZ1040'FEET WEST OF A TELEPHONE POLE AND 23 FEET NORTH OF THE CENTERLINE OF
 HZ1040'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAMB NO 1
 HZ1040'1947.
 HZ1040'
 HZ1040'REFERENCE MARK NO. 2 IS 41.57 FEET NORTHWEST OF THE STATION, 20-1/2
 HZ1040'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1-1/2 FEET EAST OF A
 HZ1040'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAMB
 HZ1040'1947.
 HZ1040'
 HZ1040'THE AZIMUTH MARK FOR TRIANGULATION STATION OSBORN 1947 WAS USED FOR
 HZ1040'AN AZIMUTH MARK FOR THIS STATION.  IT IS 0.5 MILE EAST-SOUTHEAST OF
 HZ1040'THE STATION, 29-1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10
 HZ1040'FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND 9-1/2 FEET NORTH OF
 HZ1040'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HZ1040'OSBORN 1947.
 HZ1040'
 HZ1040'TO REACH THE STATION FROM THE SWITZERLAND COUNTY COURTHOUSE IN VEVAY,
 HZ1040'GO SOUTHWEST ON STATE HIGHWAY 56 FOR ABOUT 8 MILES TO THE HALF-WAY
 HZ1040'HOUSE IN THE SMALL SETTLEMENT OF LAMB.  CONTINUE WEST ON HIGHWAY 56
 HZ1040'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT (JUST AFTER PASSING
 HZ1040'A SIDEROAD LEFT).  CONTINUE WEST ON HIGHWAY 56 FOR 0.2 MILE TO THE
 HZ1040'SWITZERLAND-JEFFERSON COUNTY LINE.  CONTINUE AHEAD FOR 0.3 MILE
 HZ1040'TO THE STATION ON THE RIGHT.
 HZ1040
 HZ1040                          STATION RECOVERY (1965)
 HZ1040
 HZ1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1040'THE STATION MARK, STAMPED LAMB 1947, IS ABOUT 9.2 MILES SOUTHWEST
 HZ1040'ALONG STATE HIGHWAY 56 FROM THE COUNTY COURTHOUSE AT VEVAY, IN
 HZ1040'SECTION 17, T 3 N, R 12 E, ABOUT 0.3 MILE NORTHWEST OF THE
 HZ1040'JEFFERSON AND SWITZERLAND COUNTY LINE, 104 YARDS SOUTHEAST OF AN
 HZ1040'INTERSECTION OF THE HIGHWAY AND A ROAD, 20 FEET NORTHEAST OF THE
 HZ1040'CENTER LINE OF THE HIGHWAY, 107 FEET SOUTHEAST OF POWER POLE 419, 44
 HZ1040'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL
 HZ1040'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 HZ1040'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HZ1040'
 HZ1040'R.M. 1, STAMPED LAMB NO 1 1947, IS 48.6 FEET SOUTHEAST OF THE STATION
 HZ1040'MARK, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1
 HZ1040'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1040'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HZ1040'
 HZ1040'R.M. 2, STAMPED LAMB NO 2 1947, IS 41.4 FEET NORTHWEST OF THE STATION
 HZ1040'MARK, 90 YARDS SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND THE
 HZ1040'ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 HZ1040'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1040'WHICH IS FLUSH WITH THE GROUND.
 HZ1040
 HZ1040                          STATION RECOVERY (1965)
 HZ1040
 HZ1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1040'9.2 MI SW FROM VEVAY.
 HZ1040'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COUNTY
 HZ1040'COURTHOUSE AT VEVAY, OR 10.95 MILES SOUTHEAST ALONG STATE
 HZ1040'HIGHWAY 56 FROM THE COURTHOUSE AT MADISON, IN SECTION 17, T 3 N,
 HZ1040'R 12 E, ABOUT 0.3 MILE NORTHWEST OF THE JEFFERSON AND SWITZERLAND
 HZ1040'COUNTY LINE, 104 YARDS SOUTHEAST OF AN INTERSECTION OF THE
 HZ1040'HIGHWAY AND A ROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 HZ1040'HIGHWAY, 107 FEET SOUTHEAST OF POWER POLE 419, 44 FEET SOUTHEAST
 HZ1040'OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 HZ1040'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 HZ1040'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HZ1040
 HZ1040                          STATION RECOVERY (1979)
 HZ1040
 HZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ1040'STATION MARK, RM 2 AND THE OSBORN AZIMUTH MARK WERE FOUND IN GOOD
 HZ1040'CONDITION.  RM 1 WAS FOUND WITH THE TOP 4 INCHES KNOCKED OFF.  THERE
 HZ1040'WAS NO PLACE TO SET AN AZIMUTH MARK AT THIS TIME THAT WOULD BE VISIBLE
 HZ1040'AT GROUND LEVEL.  TALL CORN BLOCKED LINE OF SIGHT TO THE OSBORN
 HZ1040'AZIMUTH MARK.  THE DISTANCE TO RM 2 CHECKED.  THE 1947 DESCRIPTION
 HZ1040'SHOULD HAVE READ THAT THE STATION IS 0.3 MILE WEST OF THE SWITZERLAND
 HZ1040'JEFFERSON COUNTY LINE, NOT E OF THE LINE.
 HZ1040'
 HZ1040'THE STATION IS LOCATED 11 MILES E OF MADISON, 0.3 MILE W OF THE
 HZ1040'SWITZERLAND JEFFERSON COUNTY LINE AND ALONG THE N SIDE OF STATE
 HZ1040'HIGHWAY 56.
 HZ1040'
 HZ1040'TO REACH FROM THE COURT HOUSE IN MADISON, GO E ON STATE HIGHWAY 56
 HZ1040'FOR 11.05 MILES TO THE STATION ON THE LEFT, NORTH SIDE OF HIGHWAY.
 HZ1040'
 HZ1040'STATION MARKS ARE STANDARD DISKS, STAMPED---LAMB 1947---.  IT IS 106
 HZ1040'FT SE OF POWER LINE POLE NUMBER 108 W2, 43.5 FT SE OF TELEPHONE POLE
 HZ1040'419, 22 FT NE OF CENTER LINE OF HIGHWAY AND 1 FT E OF A METAL WITNESS
 HZ1040'POST.  THE MARK IS FLUSH.
 HZ1040'
 HZ1040'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---LAMB NO 2 1947---.  IT
 HZ1040'IS 66 FT SE OF POWER LINE POLE 108, 20 FT NE OF CENTER LINE OF THE
 HZ1040'HIGHWAY AND 2 FT SE OF TELEPHONE POLE 419.  THE MARK PROJECTS 2
 HZ1040'INCHES.
 HZ1040'
 HZ1040'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---LAMB 1947 NO 3
 HZ1040'1979---.  IT IS 66 FT NW OF TELEPHONE POLE 420, 24 FT NE OF CENTER
 HZ1040'LINE OF THE HIGHWAY AND 1 FT W OF A METAL WITNESS POST.  THE MARK IS
 HZ1040'FLUSH.
 HZ1040'
 HZ1040'THE OSBORN AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK,
 HZ1040'STAMPED---OSBORN 1947---.  IT IS 29 FT N OF CENTER LINE OF HIGHWAY,
 HZ1040'11 FT NE OF A TELEPHONE POLE AND 1 FT E OF A METAL WITNESS POST.  THE
 HZ1040'MARK PROJECTS 4 INCHES.
 HZ1040'
 HZ1040'TO REACH THE OSBORN AZIMUTH MARK FROM THE STATION, GO E ON HIGHWAY
 HZ1040'56 FOR 0.5 MILE TO MARK ON LEFT, N SIDE OF HIGHWAY.
 HZ1040
 HZ1040                          STATION RECOVERY (1980)
 HZ1040
 HZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HZ1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2292 ***********************************************************************
 HZ2292  DESIGNATION -  LAMB
 HZ2292  PID         -  HZ2292
 HZ2292  STATE/COUNTY-  IN/FLOYD
 HZ2292  COUNTRY     -  US
 HZ2292  USGS QUAD   -  GEORGETOWN (2019)
 HZ2292
 HZ2292                         *CURRENT SURVEY CONTROL
 HZ2292  ______________________________________________________________________
 HZ2292* NAD 83(1997) POSITION- 38 20 52.50716(N) 085 55 33.92718(W)   ADJUSTED
 HZ2292* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 HZ2292  ______________________________________________________________________
 HZ2292  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 HZ2292  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 HZ2292  HORZ ORDER      -  SECOND
 HZ2292
 HZ2292.The horizontal coordinates were established by classical geodetic methods
 HZ2292.and adjusted by the National Geodetic Survey in May 1999.
 HZ2292
 HZ2292.The orthometric height was scaled from a topographic map.
 HZ2292
 HZ2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2292.GEOID18 height accuracy estimate available here.
 HZ2292
 HZ2292.Click photographs - Photos may exist for this station.
 HZ2292
 HZ2292.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2292
 HZ2292. The following values were computed from the NAD 83(1997) position.
 HZ2292
 HZ2292;                    North         East     Units Scale Factor Converg.
 HZ2292;SPC IN E     -   344,143.483    77,322.942   MT  0.99997300   -0 09 39.4
 HZ2292;SPC IN E     - 1,129,077.41    253,683.69   sFT  0.99997300   -0 09 39.4
 HZ2292;UTM  16      - 4,244,964.133   593,840.436   MT  0.99970845   +0 39 58.8
 HZ2292
 HZ2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2292!SPC IN E     -   0.99996508  x   0.99997300  =   0.99993809
 HZ2292!UTM  16      -   0.99996508  x   0.99970845  =   0.99967354
 HZ2292
 HZ2292:                Primary Azimuth Mark                     Grid Az
 HZ2292:SPC IN E     -  LAMB AZ MK                               297 06 06.1
 HZ2292:UTM  16      -  LAMB AZ MK                               296 16 27.9
 HZ2292
 HZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9384044964(NAD 83)
 HZ2292
 HZ2292|---------------------------------------------------------------------|
 HZ2292| PID    Reference Object                     Distance      Geod. Az  |
 HZ2292|                                                           dddmmss.s |
 HZ2292| HZ2297 LAMB RM 1                            33.067 METERS 01444     |
 HZ2292| HZ2304 STARLIGHT ST JOHNS CATH CH          APPROX. 8.0 KM 0220311.5 |
 HZ2292| CG8758 LAMB AZ MK                                         2965626.7 |
 HZ2292| DQ7074 LAMB RM 2                            29.145 METERS 29959     |
 HZ2292|---------------------------------------------------------------------|
 HZ2292
 HZ2292                          SUPERSEDED SURVEY CONTROL
 HZ2292
 HZ2292  NAD 83(1993)-  38 20 52.50798(N)    085 55 33.92864(W) AD(       ) 2
 HZ2292  NAD 83(1986)-  38 20 52.51128(N)    085 55 33.93475(W) AD(       ) 2
 HZ2292  NAD 27      -  38 20 52.27300(N)    085 55 34.05600(W) AD(       ) 2
 HZ2292
 HZ2292.Superseded values are not recommended for survey control.
 HZ2292
 HZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2292.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2292
 HZ2292_MARKER: DS = TRIANGULATION STATION DISK
 HZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2292_STAMPING: LAMB 1947
 HZ2292_MARK LOGO: CGS
 HZ2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2292+STABILITY: SURFACE MOTION
 HZ2292
 HZ2292  HISTORY     - Date     Condition        Report By
 HZ2292  HISTORY     - 1947     MONUMENTED       CGS
 HZ2292  HISTORY     - 1964     SEE DESCRIPTION  CGS
 HZ2292
 HZ2292                          STATION DESCRIPTION
 HZ2292
 HZ2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2292'THE STATION IS LOCATED 0.8 MILE SOUTHEAST OF THE SMALL VILLAGE OF
 HZ2292'GALENA, 64 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 HZ2292'U.S.HIGHWAY 150, 23 FEET WEST OF THE APPROXIMATE CENTERLINE OF FARM
 HZ2292'DRIVEWAY, AND ON THE PROPERTY OF K.G. LAMB.  THE MARK PROJECTS 2
 HZ2292'INCHES, AND THE DISK IS STAMPED LAMB 1947.
 HZ2292'
 HZ2292'REFERENCE MARK NO. 1 IS 108.51 FEET NORTH-NORTHEAST OF THE STATION,
 HZ2292'AND 41 FEET WEST OF THE WEST EDGE OF AN OLD FARM HOUSE. THE MARK
 HZ2292'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LAMB NO 1 1947.
 HZ2292'
 HZ2292'REFERENCE MARK NO. 2 IS 95.62 FEET NORTHWEST OF THE STATION, 61 FEET
 HZ2292'NORTH OF THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 150, AND
 HZ2292'3 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 3 INCHES, AND THE
 HZ2292'DISK IS STAMPED LAMB NO 2 1947.
 HZ2292'
 HZ2292'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 71 FEET
 HZ2292'NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY
 HZ2292'150, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF LAWRENCE BROWNS
 HZ2292'FARM HOUSE , AND 22 FEET SOUTHEAST OF THE APPROXIMATE
 HZ2292'CENTERLINE OF A GRAVELED ROAD. THE DISK IS SET IN A DRILLED HOLE IN
 HZ2292'THE TOP OF A CONCRETE ABUTMENT THAT PROJECTS 2 FEET. THE DISK
 HZ2292'IS STAMPED LAMB 1947.
 HZ2292'
 HZ2292'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE SMALL SETTLEMENT
 HZ2292'OF GALENA, GO SOUTHEAST ON U.S. HIGHWAY 150 FOR 0.4 MILE TO THE
 HZ2292'AZIMUTH MARK ON THE LEFT. CONTINUE ON SOUTHEAST FOR 0.4 MILE TO THE
 HZ2292'LAMB FARM DRIVEWAY ON THE LEFT, AND THE STATION AS DESCRIBED.
 HZ2292'
 HZ2292'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2292
 HZ2292                          STATION RECOVERY (1964)
 HZ2292
 HZ2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2292'THE STATION AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ2292'AND FOUND IN GOOD CONDITION. THE STATION AND REFERENCE MARK
 HZ2292'NO. 2 WERE DESTROYED THIS DATE AFTER LAMB 2 1964 AND REFERENCE MARK
 HZ2292'NO. 3 WERE ESTABLISHED.
 HZ2292'
 HZ2292'NOTE-SEE DESCRIPTION FOR LAMB 2 1964.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2293 ***********************************************************************
 HZ2293  DESIGNATION -  LAMB 2
 HZ2293  PID         -  HZ2293
 HZ2293  STATE/COUNTY-  IN/FLOYD
 HZ2293  COUNTRY     -  US
 HZ2293  USGS QUAD   -  GEORGETOWN (2019)
 HZ2293
 HZ2293                         *CURRENT SURVEY CONTROL
 HZ2293  ______________________________________________________________________
 HZ2293* NAD 83(1997) POSITION- 38 20 53.39260(N) 085 55 33.63160(W)   NO CHECK
 HZ2293* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 HZ2293  ______________________________________________________________________
 HZ2293  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 HZ2293  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 HZ2293  HORZ ORDER      -  THIRD
 HZ2293
 HZ2293.The horizontal coordinates were established by classical geodetic methods
 HZ2293.and adjusted by the National Geodetic Survey in May 1999.
 HZ2293
 HZ2293.No horizontal observational check was made to the station.
 HZ2293
 HZ2293.The orthometric height was scaled from a topographic map.
 HZ2293
 HZ2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2293.GEOID18 height accuracy estimate available here.
 HZ2293
 HZ2293.Click photographs - Photos may exist for this station.
 HZ2293
 HZ2293.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2293
 HZ2293. The following values were computed from the NAD 83(1997) position.
 HZ2293
 HZ2293;                    North         East     Units Scale Factor Converg.
 HZ2293;SPC IN E     -   344,170.764    77,330.196   MT  0.99997299   -0 09 39.3
 HZ2293;SPC IN E     - 1,129,166.91    253,707.48   sFT  0.99997299   -0 09 39.3
 HZ2293;UTM  16      - 4,244,991.509   593,847.294   MT  0.99970846   +0 39 59.0
 HZ2293
 HZ2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2293!SPC IN E     -   0.99996508  x   0.99997299  =   0.99993808
 HZ2293!UTM  16      -   0.99996508  x   0.99970846  =   0.99967355
 HZ2293
 HZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9384744991(NAD 83)
 HZ2293
 HZ2293|---------------------------------------------------------------------|
 HZ2293| PID    Reference Object                     Distance      Geod. Az  |
 HZ2293|                                                           dddmmss.s |
 HZ2293| CG8759 LAMB 2 RM 3                          10.952 METERS 01442     |
 HZ2293| HZ2297 LAMB RM 1                             4.837 METERS 01445     |
 HZ2293| HZ2292 LAMB                                 28.229 METERS 19444     |
 HZ2293|---------------------------------------------------------------------|
 HZ2293
 HZ2293                          SUPERSEDED SURVEY CONTROL
 HZ2293
 HZ2293  NAD 83(1993)-  38 20 53.39342(N)    085 55 33.63306(W) AD(       ) 3
 HZ2293  NAD 83(1986)-  38 20 53.39671(N)    085 55 33.63917(W) AD(       ) 3
 HZ2293  NAD 27      -  38 20 53.15822(N)    085 55 33.76050(W) AD(       ) 3
 HZ2293
 HZ2293.Superseded values are not recommended for survey control.
 HZ2293
 HZ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2293.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2293
 HZ2293_MARKER: DS = TRIANGULATION STATION DISK
 HZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2293_STAMPING: LAMB 2 1964
 HZ2293_MARK LOGO: CGS
 HZ2293_PROJECTION: FLUSH
 HZ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2293+STABILITY: SURFACE MOTION
 HZ2293
 HZ2293  HISTORY     - Date     Condition        Report By
 HZ2293  HISTORY     - 1964     MONUMENTED       CGS
 HZ2293  HISTORY     - 1974     GOOD             NGS
 HZ2293
 HZ2293                          STATION DESCRIPTION
 HZ2293
 HZ2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2293'THE STATION IS LOCATED ABOUT 0.8 MILE SOUTHEAST OF THE SMALL VILLAGE
 HZ2293'OF GALENA, 155 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 150,
 HZ2293'59.5 FEET EAST OF THE SE CORNER OF MR. JESS ATCHLEY JR.S NEW HOUSE,
 HZ2293'55 FEET ESE OF THE NE CORNER OF THE HOUSE, 28 FEET WEST OF THE
 HZ2293'APPROXIMATE CENTERLINE OF A FARM LANE AND 12 FEET SOUTHWEST OF A
 HZ2293'POWERLINE POLE WITH A TRANSFORMER.  THE MONUMENT IS FLUSH WITH
 HZ2293'THE GROUND AND THE DISK IS STAMPED LAMB 2 1964.
 HZ2293'
 HZ2293'REFERENCE MARK NO. 1 IS 15.89 FEET NNE OF THE STATION, 54.6 FEET ENE
 HZ2293'OF THE NE CORNER OF THE HOUSE, 31 FEET WEST OF THE APPROXIMATE
 HZ2293'CENTERLINE OF THE FARM LANE AND 9 FEET NW OF THE POWERLINE POLE.
 HZ2293'THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAMB
 HZ2293'NO 1 1947.
 HZ2293'
 HZ2293'REFERENCE MARK NO. 3 IS 36.00 FEET NNE OF THE STATION AND IS IN LINE
 HZ2293'WITH THE STATION AND REFERENCE MARK NO. 1, 60.6 FEET NE OF THE NE
 HZ2293'CORNER OF THE HOUSE, 35 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 HZ2293'THE FARM LANE AND 27 FEET NORTH OF THE POWERLINE POLE.  THE MONUMENT
 HZ2293'PROJECTS 1 INCH AND THE DISK IS STAMPED LAMB 2 NO 3 1964.
 HZ2293'
 HZ2293'TO REACH THE STATION FROM THE POST OFFICE IN FLOYDS KNOBS, GO
 HZ2293'NORTHWEST ON U. S. HIGHWAY 150 FOR 3.25 MILES TO MR. JESS ATCHLEYS
 HZ2293'HOME ON THE RIGHT AND THE STATION AS DESCRIBED.
 HZ2293'
 HZ2293'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HZ2293
 HZ2293                          STATION RECOVERY (1974)
 HZ2293
 HZ2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2293'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 HZ2293'CONDITION.  THE 1947 AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 HZ2293'OBSTRUCTED BY A HOUSE.  A SEARCH WAS MADE FOR THE UNDERGROUND
 HZ2293'STATION MARK OF THE 1947 STATION AND THE POST OF THE OLD SURFACE
 HZ2293'STATION MARK WAS FOUND UPROOTED AT THE ORIGINAL SITE WITH THE
 HZ2293'UNDERGROUND MARK BONDED TO IT.  THERE IS NO SUITABLE PLACE FOR
 HZ2293'AN AZIMUTH MARK AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1
 HZ2293'WAS FOUND TO BE IN ERROR BY .06 OF A FOOT AND TO REFERENCE MARK
 HZ2293'3 BY 0.07 OF A FOOT AND THE DIRECTION BETWEEN THEM 4 MINUTES
 HZ2293'AND 25 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 HZ2293'
 HZ2293'THE STATION IS 39 FEET NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 31
 HZ2293'FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 5 FEET EAST OF THE
 HZ2293'CENTERLINE OF A DRIVEWAY, 12 FEET SOUTHWEST OF A POWER POLE AND 152
 HZ2293'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 150.  THE MONUMENT
 HZ2293'PROJECTS 2 INCHES, STAMPED LAMB 2 1964 AND ON THE PROPERTY OF
 HZ2293'MR. JESS ATCHLEYS JR.
 HZ2293'
 HZ2293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 150 AND
 HZ2293'NAVILLETON RD. AND THE HIGHLANDER BRANCH AMERICAN BANK AT GALENA, GO
 HZ2293'SOUTHEAST ON HIGHWAY 150 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 HZ2293'
 HZ2293'REFERENCE MARK 1 IS 167 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HZ2293'32 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 9 FEET
 HZ2293'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY AND 9 FEET NORTH OF THE
 HZ2293'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HZ2293'LAMB NO 1 1947.
 HZ2293'
 HZ2293'REFERENCE MARK 3 IS 203 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HZ2293'43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 17 FEET
 HZ2293'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY AND 27 FEET NORTH OF
 HZ2293'THE POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HZ2293'LAMB 2 NO 3 1964.
 HZ2293'
 HZ2293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 HZ2293'SOUTHEAST OF GALENA.
 HZ2293'
 HZ2293'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1039 ***********************************************************************
 HZ1039  DESIGNATION -  LAMB RM 1
 HZ1039  PID         -  HZ1039
 HZ1039  STATE/COUNTY-  IN/JEFFERSON
 HZ1039  COUNTRY     -  US
 HZ1039  USGS QUAD   -  CARROLLTON (2019)
 HZ1039
 HZ1039                         *CURRENT SURVEY CONTROL
 HZ1039  ______________________________________________________________________
 HZ1039* NAD 83(1986) POSITION- 38 41 49.05   (N) 085 12 22.11   (W)   HD_HELD1
 HZ1039* NAVD 88 ORTHO HEIGHT -   147.887 (meters)      485.19  (feet) ADJUSTED
 HZ1039  ______________________________________________________________________
 HZ1039  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ1039  DYNAMIC HEIGHT  -        147.789 (meters)      484.87  (feet) COMP
 HZ1039  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 HZ1039
 HZ1039  VERT ORDER      -  FIRST     CLASS II
 HZ1039
 HZ1039.The horizontal coordinates were determined by differentially corrected
 HZ1039.hand held GPS observations or other comparable positioning techniques
 HZ1039.and have an estimated accuracy of +/- 3 meters.
 HZ1039
 HZ1039.The orthometric height was determined by differential leveling and
 HZ1039.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1039.in June 1991.
 HZ1039
 HZ1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1039.GEOID18 height accuracy estimate available here.
 HZ1039
 HZ1039.Click photographs - Photos may exist for this station.
 HZ1039
 HZ1039.The dynamic height is computed by dividing the NAVD 88
 HZ1039.geopotential number by the normal gravity value computed on the
 HZ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1039.degrees latitude (g = 980.6199 gals.).
 HZ1039
 HZ1039.The modeled gravity was interpolated from observed gravity values.
 HZ1039
 HZ1039;                    North         East    Units  Estimated Accuracy
 HZ1039;SPC IN E     -   382,956.6     140,062.0     MT  (+/- 3 meters HH1 GPS) 
 HZ1039
 HZ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5599984675(NAD 83)
 HZ1039
 HZ1039                          SUPERSEDED SURVEY CONTROL
 HZ1039
 HZ1039  NGVD 29 (??/??/92)  148.061  (m)          485.76   (f) ADJ UNCH    1 2
 HZ1039
 HZ1039.Superseded values are not recommended for survey control.
 HZ1039
 HZ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1039.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1039
 HZ1039_MARKER: DR = REFERENCE MARK DISK
 HZ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1039_STAMPING: LAMB NO 1 1947
 HZ1039_MARK LOGO: CGS
 HZ1039_PROJECTION: FLUSH
 HZ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1039+STABILITY: SURFACE MOTION
 HZ1039
 HZ1039  HISTORY     - Date     Condition        Report By
 HZ1039  HISTORY     - 1947     MONUMENTED       CGS
 HZ1039  HISTORY     - 1965     GOOD             CGS
 HZ1039
 HZ1039                          STATION DESCRIPTION
 HZ1039
 HZ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1039'9.2 MI SW FROM VEVAY.
 HZ1039'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COUNTY COURTHOUSE
 HZ1039'AT VEVAY, IN SECTION 17, T 3 N, R 12 E, ABOUT 0.3 MILE NORTHWEST
 HZ1039'OF THE JEFFERSON AND SWITZERLAND COUNTY LINE, 23 FEET NORTHEAST
 HZ1039'OF THE CENTER LINE OF THE HIGHWAY, 48.6 FEET SOUTHEAST OF LAMB 1947,
 HZ1039'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HZ1039'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1041 ***********************************************************************
 HZ1041  DESIGNATION -  LAMB RM 2
 HZ1041  PID         -  HZ1041
 HZ1041  STATE/COUNTY-  IN/JEFFERSON
 HZ1041  COUNTRY     -  US
 HZ1041  USGS QUAD   -  CARROLLTON (2019)
 HZ1041
 HZ1041                         *CURRENT SURVEY CONTROL
 HZ1041  ______________________________________________________________________
 HZ1041* NAD 83(1986) POSITION- 38 41 49.50   (N) 085 12 23.10   (W)   HD_HELD1
 HZ1041* NAVD 88 ORTHO HEIGHT -   147.956 (meters)      485.42  (feet) ADJUSTED
 HZ1041  ______________________________________________________________________
 HZ1041  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ1041  DYNAMIC HEIGHT  -        147.859 (meters)      485.10  (feet) COMP
 HZ1041  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 HZ1041
 HZ1041  VERT ORDER      -  FIRST     CLASS II
 HZ1041
 HZ1041.The horizontal coordinates were determined by differentially corrected
 HZ1041.hand held GPS observations or other comparable positioning techniques
 HZ1041.and have an estimated accuracy of +/- 3 meters.
 HZ1041
 HZ1041.The orthometric height was determined by differential leveling and
 HZ1041.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1041.in June 1991.
 HZ1041
 HZ1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1041.GEOID18 height accuracy estimate available here.
 HZ1041
 HZ1041.Click photographs - Photos may exist for this station.
 HZ1041
 HZ1041.The dynamic height is computed by dividing the NAVD 88
 HZ1041.geopotential number by the normal gravity value computed on the
 HZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1041.degrees latitude (g = 980.6199 gals.).
 HZ1041
 HZ1041.The modeled gravity was interpolated from observed gravity values.
 HZ1041
 HZ1041;                    North         East    Units  Estimated Accuracy
 HZ1041;SPC IN E     -   382,970.4     140,038.0     MT  (+/- 3 meters HH1 GPS) 
 HZ1041
 HZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5597584689(NAD 83)
 HZ1041
 HZ1041                          SUPERSEDED SURVEY CONTROL
 HZ1041
 HZ1041  NGVD 29 (??/??/92)  148.131  (m)          485.99   (f) ADJ UNCH    1 2
 HZ1041
 HZ1041.Superseded values are not recommended for survey control.
 HZ1041
 HZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1041.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1041
 HZ1041_MARKER: DR = REFERENCE MARK DISK
 HZ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1041_STAMPING: LAMB NO 2 1947
 HZ1041_MARK LOGO: CGS
 HZ1041_PROJECTION: FLUSH
 HZ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1041+STABILITY: SURFACE MOTION
 HZ1041
 HZ1041  HISTORY     - Date     Condition        Report By
 HZ1041  HISTORY     - 1947     MONUMENTED       CGS
 HZ1041  HISTORY     - 1965     GOOD             CGS
 HZ1041  HISTORY     - 1979     GOOD             NGS
 HZ1041
 HZ1041                          STATION DESCRIPTION
 HZ1041
 HZ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1041'9.2 MI SW FROM VEVAY.
 HZ1041'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1041'AT VEVAY, IN SECTION 17, T 3 N, R 12 E, ABOUT 0.3 MILE
 HZ1041'NORTHWEST OF THE JEFFERSON AND SWITZERLAND COUNTY LINE, 90 YARDS
 HZ1041'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND A ROAD, 21 FEET
 HZ1041'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41.4 FEET NORTHWEST
 HZ1041'OF LAMB 1947, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HZ1041'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HZ1041
 HZ1041                          STATION RECOVERY (1979)
 HZ1041
 HZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HZ1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1997 ***********************************************************************
 LA1997  DESIGNATION -  LANCASTER
 LA1997  PID         -  LA1997
 LA1997  STATE/COUNTY-  IN/WELLS
 LA1997  COUNTRY     -  US
 LA1997  USGS QUAD   -  UNIONDALE (2019)
 LA1997
 LA1997                         *CURRENT SURVEY CONTROL
 LA1997  ______________________________________________________________________
 LA1997* NAD 83(1997) POSITION- 40 47 09.49988(N) 085 09 38.68945(W)   ADJUSTED
 LA1997* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 LA1997  ______________________________________________________________________
 LA1997  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 LA1997  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 LA1997  HORZ ORDER      -  SECOND
 LA1997
 LA1997.The horizontal coordinates were established by classical geodetic methods
 LA1997.and adjusted by the National Geodetic Survey in May 1999.
 LA1997
 LA1997.The orthometric height was scaled from a topographic map.
 LA1997
 LA1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1997.GEOID18 height accuracy estimate available here.
 LA1997
 LA1997.Click photographs - Photos may exist for this station.
 LA1997
 LA1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1997
 LA1997. The following values were computed from the NAD 83(1997) position.
 LA1997
 LA1997;                    North         East     Units Scale Factor Converg.
 LA1997;SPC IN E     -   614,913.961   142,701.690   MT  0.99998910   +0 19 49.8
 LA1997;SPC IN E     - 2,017,430.22    468,180.46   sFT  0.99998910   +0 19 49.8
 LA1997;UTM  16      - 4,516,625.790   655,187.235   MT  0.99989643   +1 12 06.1
 LA1997
 LA1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1997!SPC IN E     -   0.99996375  x   0.99998910  =   0.99995285
 LA1997!UTM  16      -   0.99996375  x   0.99989643  =   0.99986018
 LA1997
 LA1997:                Primary Azimuth Mark                     Grid Az
 LA1997:SPC IN E     -  LANCASTER AZ MK                          289 39 05.2
 LA1997:UTM  16      -  LANCASTER AZ MK                          288 46 48.9
 LA1997
 LA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5518716625(NAD 83)
 LA1997
 LA1997|---------------------------------------------------------------------|
 LA1997| PID    Reference Object                     Distance      Geod. Az  |
 LA1997|                                                           dddmmss.s |
 LA1997| CC8756 LANCASTER RM 3                        9.922 METERS 02953     |
 LA1997| CC8757 LANCASTER RM 4                        6.005 METERS 12351     |
 LA1997| CC8754 LANCASTER RM 1                       24.305 METERS 18450     |
 LA1997| CC8755 LANCASTER RM 2                       22.891 METERS 26848     |
 LA1997| CC8753 LANCASTER AZ MK                                    2895855.0 |
 LA1997|---------------------------------------------------------------------|
 LA1997
 LA1997                          SUPERSEDED SURVEY CONTROL
 LA1997
 LA1997  NAD 83(1995)-  40 47 09.50104(N)    085 09 38.69395(W) AD(       ) 2
 LA1997  NAD 83(1986)-  40 47 09.50236(N)    085 09 38.70472(W) AD(       ) 2
 LA1997  NAD 27      -  40 47 09.34180(N)    085 09 38.80720(W) AD(       ) 2
 LA1997
 LA1997.Superseded values are not recommended for survey control.
 LA1997
 LA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1997.See file dsdata.pdf to determine how the superseded data were derived.
 LA1997
 LA1997_MARKER: DS = TRIANGULATION STATION DISK
 LA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1997_STAMPING: LANCASTER 1955
 LA1997_MARK LOGO: CGS
 LA1997_PROJECTION: FLUSH
 LA1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1997+STABILITY: SURFACE MOTION
 LA1997
 LA1997  HISTORY     - Date     Condition        Report By
 LA1997  HISTORY     - 1955     MONUMENTED       CGS
 LA1997  HISTORY     - 1961     GOOD             CGS
 LA1997  HISTORY     - 1964     GOOD             CGS
 LA1997
 LA1997                          STATION DESCRIPTION
 LA1997
 LA1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1997'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF MARKLE, 7 MILES
 LA1997'SOUTH OF OSSIAN AND 3.5 MILES NORTH OF BLUFFTON.
 LA1997'
 LA1997'IT IS 217 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA1997'LANCASTER HIGH SCHOOL, 57 FEET SOUTH OF THE CENTER OF A MACADAM ROAD,
 LA1997'33 FEET SOUTHWEST OF A FENCE CORNER, AND 18 FEET WEST OF A FENCE
 LA1997'CORNER AND A WITNESS POST.
 LA1997'
 LA1997'TO REACH THE STATION FROM THE COURTHOUSE IN BLUFFTON, GO NORTH ON
 LA1997'STATE HIGHWAY 1 FOR 3.25 MILES TO A CROSS ROAD, TURN RIGHT (EAST) AND
 LA1997'GO FOR 0.25 MILE TO THE SCHOOL AND THE STATION AS DESCRIBED.
 LA1997'
 LA1997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MACADAM
 LA1997'ROAD FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 1, TURN RIGHT
 LA1997'(NORTH) AND GO FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LA1997'DESCRIBED BELOW.
 LA1997'
 LA1997'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA1997'IS STAMPED LANCASTER 1955.
 LA1997'
 LA1997'REFERENCE MARK 1 IS 25 FEET WEST OF A WIRE FENCE.  THE MARK IS FLUSH
 LA1997'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED LANCASTER NO 1
 LA1997'1955.
 LA1997'
 LA1997'REFERENCE MARK 2 IS 51 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD,
 LA1997'AND 50 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK IS FLUSH WITH THE
 LA1997'SURFACE OF THE GROUND, AND THE DISK IS STAMPED LANCASTER NO 2 1955.
 LA1997'
 LA1997'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 2
 LA1997'FEET EAST OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE 4 IN BY 4 IN
 LA1997'WITNESS POST, AND 1.5 FEET NORTH-NORTHEAST OF A POWERLINE POLE.  THE
 LA1997'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED LANCASTER 1955.
 LA1997'
 LA1997'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA1997
 LA1997                          STATION RECOVERY (1961)
 LA1997
 LA1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (USE)
 LA1997'ALL MARKS RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION IS
 LA1997'ADEQUATE, EXCEPT A NEW WING HAS BEEN BUILT ON THE SCHOOL.  STATION IS
 LA1997'68.0 FEET NE OF NORTHEAST CORNER OF LANCASTER HIGH SCHOOL.
 LA1997
 LA1997                          STATION RECOVERY (1964)
 LA1997
 LA1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA1997'RECOVERED STATION AND AZIMUTH MARK IN GOOD CONDITION.  NO. 1 R.M.
 LA1997'FOUND DISPLACED A SMALL AMOUNT TOWARD SE. NO. 2 R.M. NOT FOUND.  TWO
 LA1997'NEW R.M.S NOS. 3 AND 4 WERE SET.
 LA1997'
 LA1997'ABOUT 3.4 MILES N ALONG NO. 1 INDIANA HWY. FROM THE COURTHOUSE IN
 LA1997'BLUFFTON, THENCE 0.25 MILE E ON NO. 300 N COUNTY ROAD TO E END OF
 LA1997'LANCASTER SCHOOL AND THE STATION ON THE RIGHT.
 LA1997'
 LA1997'IT IS 57.6 FEET NE OF NE CORNER OF THE MOST NLY WALL OF THE SCHOOL,
 LA1997'33.5 FEET E OF PROJECTED PLANES OF E ENDS OF MOST NORTHERLY AND
 LA1997'SOUTHERLY WALLS, 54 FEET S OF CENTER LINE OF 18-FOOT ASPHALT ROAD, 0.6
 LA1997'FOOT LOWER THAN SAME, STANDARD DISKS STAMPED LANCASTER 1955 ARE SET IN
 LA1997'1B AND 7A MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 LA1997'
 LA1997'R.M. STAMPED LANCASTER NO 1 1955, NOTE 11B, 0.2 FOOT UNDERGROUND, IS
 LA1997'79.74 FEET (24.305 METERS) S IN AZIMUTH 4 DEG 36 MIN FROM STATION,
 LA1997'42.1 FEET SE OF MOST NE CORNER OF THE BUILDING, AND 29.1 FEET E OF THE
 LA1997'LONG E WALL OF SAME.
 LA1997'
 LA1997'R.M. STAMPED LANCASTER NO. 3 1964, NOTE 11B, FLUSH, IS 9.922 METERS OR
 LA1997'32.56 FEET NNE IN AZIMUTH 209 DEG 53 MIN FROM STATION, 25 FEET S OF
 LA1997'CENTER LINE OF ROAD, AND 2.2 FEET W OF STEEL WITNESS POST.
 LA1997'
 LA1997'R.M. STAMPED LANCASTER NO. 4 1964, NOTE 11B, FLUSH, IS 6.005 METERS OR
 LA1997'19.70 FEET SE IN AZIMUTH 303 DEG 53 MIN FROM STATION, 6.4 FEET SE OF A
 LA1997'POWER POLE, AND 0.7 FOOT W OF A FENCE.
 LA1997'
 LA1997'AZIMUTH MARK STAMPED LANCASTER 1955, NOTE 16B, PROJECTS 0.2 FOOT, IS
 LA1997'ABOUT 0.3 MILE WNW IN AZIMUTH 109 DEG 58 MIN 55.2 SEC FROM STATION,
 LA1997'ABOUT 178 YARDS N OF CROSSROADS, 37 FEET W OF C/L OF HWY., 2.0 FEET
 LA1997'NNE OF POWER POLE, AND 2.3 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2250 ***********************************************************************
 HZ2250  DESIGNATION -  LANESVILLE
 HZ2250  PID         -  HZ2250
 HZ2250  STATE/COUNTY-  IN/HARRISON
 HZ2250  COUNTRY     -  US
 HZ2250  USGS QUAD   -  LANESVILLE (2019)
 HZ2250
 HZ2250                         *CURRENT SURVEY CONTROL
 HZ2250  ______________________________________________________________________
 HZ2250* NAD 83(1997) POSITION- 38 14 45.64720(N) 085 58 57.73087(W)   ADJUSTED
 HZ2250* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 HZ2250  ______________________________________________________________________
 HZ2250  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 HZ2250  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 HZ2250  HORZ ORDER      -  THIRD
 HZ2250
 HZ2250.The horizontal coordinates were established by classical geodetic methods
 HZ2250.and adjusted by the National Geodetic Survey in May 1999.
 HZ2250
 HZ2250.The orthometric height was scaled from a topographic map.
 HZ2250
 HZ2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2250.GEOID18 height accuracy estimate available here.
 HZ2250
 HZ2250.Click photographs - Photos may exist for this station.
 HZ2250
 HZ2250.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2250
 HZ2250. The following values were computed from the NAD 83(1997) position.
 HZ2250
 HZ2250;                    North         East     Units Scale Factor Converg.
 HZ2250;SPC IN E     -   332,847.509    72,335.626   MT  0.99997609   -0 11 44.3
 HZ2250;SPC IN E     - 1,092,017.20    237,321.13   sFT  0.99997609   -0 11 44.3
 HZ2250;UTM  16      - 4,233,600.492   589,017.862   MT  0.99969759   +0 37 47.2
 HZ2250
 HZ2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2250!SPC IN E     -   0.99996380  x   0.99997609  =   0.99993990
 HZ2250!UTM  16      -   0.99996380  x   0.99969759  =   0.99966141
 HZ2250
 HZ2250:                Primary Azimuth Mark                     Grid Az
 HZ2250:SPC IN E     -  FLOYD                                    096 41 20.7
 HZ2250:UTM  16      -  FLOYD                                    095 51 49.2
 HZ2250
 HZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8901733600(NAD 83)
 HZ2250
 HZ2250|---------------------------------------------------------------------|
 HZ2250| PID    Reference Object                     Distance      Geod. Az  |
 HZ2250|                                                           dddmmss.s |
 HZ2250| HZ2261 FLOYD                               APPROX. 4.6 KM 0962936.4 |
 HZ2250| CG8760 LANESVILLE RM 1                       7.497 METERS 10049     |
 HZ2250| HZ2256 LANESVILLE CATH CH SPIRE            APPROX. 1.0 KM 1762942.8 |
 HZ2250| CG8761 LANESVILLE RM 2                      21.092 METERS 22656     |
 HZ2250|---------------------------------------------------------------------|
 HZ2250
 HZ2250                          SUPERSEDED SURVEY CONTROL
 HZ2250
 HZ2250  NAD 83(1993)-  38 14 45.64798(N)    085 58 57.73218(W) AD(       ) 3
 HZ2250  NAD 83(1986)-  38 14 45.65191(N)    085 58 57.73845(W) AD(       ) 3
 HZ2250  NAD 27      -  38 14 45.40500(N)    085 58 57.85500(W) AD(       ) 3
 HZ2250
 HZ2250.Superseded values are not recommended for survey control.
 HZ2250
 HZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2250.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2250
 HZ2250_MARKER: DS = TRIANGULATION STATION DISK
 HZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2250_STAMPING: LANESVILLE 1947
 HZ2250_MARK LOGO: CGS
 HZ2250_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2250+STABILITY: SURFACE MOTION
 HZ2250
 HZ2250  HISTORY     - Date     Condition        Report By
 HZ2250  HISTORY     - 1947     MONUMENTED       CGS
 HZ2250
 HZ2250                          STATION DESCRIPTION
 HZ2250
 HZ2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2250'THE STATION IS LOCATED ON A HIGH CULTIVATED HILL ABOUT 1/4 MILE NORTH
 HZ2250'OF LANESVILLE AND STATE HIGHWAY 62, ON LAND OWNED BY MR.
 HZ2250'CHRISTIE GESWEIN. IT IS 18.7 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 HZ2250'CORNER OF A GRAPE ARBOR POST AND 16.5 FEET NORTHWEST OF A
 HZ2250'WIRE FENCE. THE MARK IS 12 INCHES UNDERGROUND, AND THE DISK IS
 HZ2250'STAMPED LANESVILLE 1947.
 HZ2250'
 HZ2250'REFERENCE MARK NO. 1 IS 24.60 FEET EAST OF THE STATION AND 2.4 FEET
 HZ2250'SOUTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2250'DISK IS STAMPED LANESVILLE NO 1 1947.
 HZ2250'
 HZ2250'REFERENCE MARK NO. 2 IS 69.20 FEET SOUTHWEST OF THE STATION AND 1
 HZ2250'FOOT NORTHWEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND
 HZ2250'THE DISK IS STAMPED LANESVILLE NO 2 1947.
 HZ2250'
 HZ2250'STATION JENNIE, FLOYD COUNTY STATE FOREST LOOKOUT TOWER, OR STATION
 HZ2250'GUESWINE MAY BE USED FOR THE AZIMUTH MARK WITH AS LITTLE
 HZ2250'CLEARING AS REQUIRED FOR ANY OTHER AZIMUTH THAT COULD HAVE BEEN
 HZ2250'ESTABLISHED.
 HZ2250'
 HZ2250'TO REACH THE STATION FROM THE POST OFFICE IN LANESVILLE, GO EAST ON
 HZ2250'STATE HIGHWAY 62 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT, NORTH,
 HZ2250'CROSS A SMALL STEEL BRIDGE AND GO ON THE GRAVEL ROAD FOR 0.3 MILE TO
 HZ2250'A GATE ON THE LEFT. TURN LEFT, WEST THROUGH THE GATE FOR 0.2 MILE
 HZ2250'TO THE HOME OF MR. CHRISTIE GESWEIN, TURN LEFT, THROUGH THE GATE ON
 HZ2250'THE EAST SIDE OF THE HOUSE AND GO SOUTH AND WEST AROUND THE HOUSE
 HZ2250'TO THE TOP OF THE HILL AND A GATE AT THE WEST END OF THE PASTURE.
 HZ2250'THE STATION IS ABOUT 50 YARDS WEST-SOUTHWEST OF THE GATE.
 HZ2250'
 HZ2250'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2256 ***********************************************************************
 HZ2256  DESIGNATION -  LANESVILLE CATH CH SPIRE
 HZ2256  PID         -  HZ2256
 HZ2256  STATE/COUNTY-  IN/HARRISON
 HZ2256  COUNTRY     -  US
 HZ2256  USGS QUAD   -  LANESVILLE (2019)
 HZ2256
 HZ2256                         *CURRENT SURVEY CONTROL
 HZ2256  ______________________________________________________________________
 HZ2256* NAD 83(1997) POSITION- 38 14 13.80130(N) 085 58 55.25795(W)   ADJUSTED
 HZ2256  ______________________________________________________________________
 HZ2256  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 HZ2256  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HZ2256  HORZ ORDER      -  THIRD
 HZ2256
 HZ2256.The horizontal coordinates were established by classical geodetic methods
 HZ2256.and adjusted by the National Geodetic Survey in May 1999.
 HZ2256
 HZ2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2256.GEOID18 height accuracy estimate available here.
 HZ2256
 HZ2256.Click photographs - Photos may exist for this station.
 HZ2256
 HZ2256.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2256
 HZ2256. The following values were computed from the NAD 83(1997) position.
 HZ2256
 HZ2256;                    North         East     Units Scale Factor Converg.
 HZ2256;SPC IN E     -   331,865.408    72,392.411   MT  0.99997605   -0 11 42.6
 HZ2256;SPC IN E     - 1,088,795.09    237,507.44   sFT  0.99997605   -0 11 42.6
 HZ2256;UTM  16      - 4,232,619.585   589,088.768   MT  0.99969775   +0 37 48.3
 HZ2256
 HZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8908832619(NAD 83)
 HZ2256
 HZ2256                          SUPERSEDED SURVEY CONTROL
 HZ2256
 HZ2256  NAD 83(1993)-  38 14 13.80207(N)    085 58 55.25924(W) AD(       ) 3
 HZ2256  NAD 83(1986)-  38 14 13.80610(N)    085 58 55.26553(W) AD(       ) 3
 HZ2256  NAD 27      -  38 14 13.56000(N)    085 58 55.38000(W) AD(       ) 3
 HZ2256
 HZ2256.Superseded values are not recommended for survey control.
 HZ2256
 HZ2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2256.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2256
 HZ2256_MARKER: 90 = CHURCH SPIRE
 HZ2256
 HZ2256  HISTORY     - Date     Condition        Report By
 HZ2256  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2256
 HZ2256                          STATION DESCRIPTION
 HZ2256
 HZ2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2256'THIS IS AN INTERSECTION STATION.
 HZ2256'
 HZ2256'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF THE SMALL
 HZ2256'SETTLEMENT OF LANESVILLE, AND TWO BLOCK SOUTH OF STATE HIGHWAY
 HZ2256'62. THE CHURCH IS A RED BRICK STRUCTURE WITH A SPIRE ABOUT 125 FEET
 HZ2256'HIGH OVER THE MAIN ENTRANCE OF THE CHURCH. THE POINT
 HZ2256'INTERSECTED WAS THE CROSS AT THE TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1695 ***********************************************************************
 MD1695  DESIGNATION -  LANO
 MD1695  PID         -  MD1695
 MD1695  STATE/COUNTY-  IN/LAGRANGE
 MD1695  COUNTRY     -  US
 MD1695  USGS QUAD   -  TOPEKA (2019)
 MD1695
 MD1695                         *CURRENT SURVEY CONTROL
 MD1695  ______________________________________________________________________
 MD1695* NAD 83(1997) POSITION- 41 31 29.58031(N) 085 34 39.34734(W)   ADJUSTED
 MD1695* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 MD1695  ______________________________________________________________________
 MD1695  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 MD1695  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 MD1695  HORZ ORDER      -  THIRD
 MD1695
 MD1695.The horizontal coordinates were established by classical geodetic methods
 MD1695.and adjusted by the National Geodetic Survey in May 1999.
 MD1695
 MD1695.The orthometric height was scaled from a topographic map.
 MD1695
 MD1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1695.GEOID18 height accuracy estimate available here.
 MD1695
 MD1695.Click photographs - Photos may exist for this station.
 MD1695
 MD1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1695
 MD1695. The following values were computed from the NAD 83(1997) position.
 MD1695
 MD1695;                    North         East     Units Scale Factor Converg.
 MD1695;SPC IN E     -   696,853.104   107,433.924   MT  0.99996735   +0 03 32.6
 MD1695;SPC IN E     - 2,286,258.89    352,472.80   sFT  0.99996735   +0 03 32.6
 MD1695;UTM  16      - 4,598,003.440   618,673.783   MT  0.99977331   +0 56 35.1
 MD1695
 MD1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1695!SPC IN E     -   0.99996102  x   0.99996735  =   0.99992837
 MD1695!UTM  16      -   0.99996102  x   0.99977331  =   0.99973434
 MD1695
 MD1695:                Primary Azimuth Mark                     Grid Az
 MD1695:SPC IN E     -  LANO AZ MK                               183 03 17.4
 MD1695:UTM  16      -  LANO AZ MK                               182 10 14.9
 MD1695
 MD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1867398003(NAD 83)
 MD1695
 MD1695|---------------------------------------------------------------------|
 MD1695| PID    Reference Object                     Distance      Geod. Az  |
 MD1695|                                                           dddmmss.s |
 MD1695| CC8759 LANO RM 1                            26.178 METERS 17303     |
 MD1695| CC8758 LANO AZ MK                                         1830650.0 |
 MD1695| CC8760 LANO RM 2                            31.107 METERS 26134     |
 MD1695|---------------------------------------------------------------------|
 MD1695
 MD1695                          SUPERSEDED SURVEY CONTROL
 MD1695
 MD1695  NAD 83(1995)-  41 31 29.58042(N)    085 34 39.35340(W) AD(       ) 3
 MD1695  NAD 83(1994)-  41 31 29.58159(N)    085 34 39.35696(W) AD(       ) 3
 MD1695  NAD 83(1986)-  41 31 29.58165(N)    085 34 39.35733(W) AD(       ) 3
 MD1695  NAD 27      -  41 31 29.39620(N)    085 34 39.41220(W) AD(       ) 3
 MD1695
 MD1695.Superseded values are not recommended for survey control.
 MD1695
 MD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1695.See file dsdata.pdf to determine how the superseded data were derived.
 MD1695
 MD1695_MARKER: DS = TRIANGULATION STATION DISK
 MD1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1695_STAMPING: LANO 1947
 MD1695_MARK LOGO: CGS
 MD1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1695+STABILITY: SURFACE MOTION
 MD1695
 MD1695  HISTORY     - Date     Condition        Report By
 MD1695  HISTORY     - 1947     MONUMENTED       CGS
 MD1695  HISTORY     - 1960     GOOD             CGS
 MD1695  HISTORY     - 19940520 GOOD             USPSQD
 MD1695
 MD1695                          STATION DESCRIPTION
 MD1695
 MD1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1695'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF LIGONIER IN THE
 MD1695'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 5 AND A
 MD1695'CROSSROAD.  IT IS 176 FEET NORTHEAST OF THE INTERSECTION, 61.5 FEET
 MD1695'EAST OF THE CENTER OF STATE HIGHWAY 5, 29 FEET SOUTHWEST OF A
 MD1695'TELEPHONE POLE, 10 FEET WEST OF A FENCE LINE AND 3 FEET WEST NORTHWEST
 MD1695'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MD1695'STAMPED LANO 1947.
 MD1695'
 MD1695'REFERENCE MARK NO. 1 IS 85.88 FEET SOUTH OF THE STATION, 83 FEET EAST
 MD1695'OF THE CENTER OF STATE HIGHWAY 5, 66 FEET NORTH OF THE CENTER OF A
 MD1695'COUNTY ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 6
 MD1695'INCHES AND THE DISK IS STAMPED LANO NO 1 1947.
 MD1695'
 MD1695'REFERENCE MARK NO, 2 IS 102.06 FEET WEST OF THE STATION, 38 FEET WEST
 MD1695'OF THE CENTER OF STATE HIGHWAY 5 AND 1 FOOT EAST OF A FENCE LINE.  THE
 MD1695'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LANO NO 2 1947.
 MD1695'
 MD1695'AZIMUTH MARK IS 0.5 MILES SOUTH OF THE STATION.  IT IS 38 FEET WEST OF
 MD1695'THE CENTER OF STATE HIGHWAY 5, 5 FEET NORTH OF A POWER POLE, 3 FEET
 MD1695'SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE.  THE
 MD1695'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LANO 1947.
 MD1695'
 MD1695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1695'HIGHWAY 5 IN LIGONIER GO NORTH ON STATE HIGHWAY 5 FOR 4.2 MILES TO THE
 MD1695'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.5 MILES TO THE STATION
 MD1695'ON THE RIGHT AS DESCRIBED.
 MD1695'
 MD1695'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1695
 MD1695                          STATION RECOVERY (1960)
 MD1695
 MD1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1695'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT R.M. NO. 2 FOR WHICH SEE
 MD1695'DETAILS BELOW.
 MD1695'
 MD1695'STATION IS 2.0 MILES W AND 1.0 MILES S ALONG ASPHALT ROAD AND NO. 5
 MD1695'INDIANA HIGHWAY FROM THE MAIN CORNER IN TOPEKA, AT ASYMMETRICAL OR
 MD1695'SMOOTHED-CURVES-JOGGED CROSSROADS OF THE HWY. AND THE NOBLE-LAGRANGE
 MD1695'COUNTY-LINE ROAD, 61-1/2 FEET E OF CENTER LINE ON CURVE OR 32 FEET E
 MD1695'OF PROJECTED CENTER LINE OF THE TANGENT FROM THE N OF HWY., 10 FEET W
 MD1695'OF A FENCE, 152 FEET N OF CENTER LINE OF E-W ROAD, STANDARD DISKS
 MD1695'STAMPED LANO 1947 ARE SET IN  CONCRETE.  THE UPPER MARK IS SET FLUSH
 MD1695'WITH THE GROUND.
 MD1695'
 MD1695'REFERENCE STAMPED LANO NO 1 1947, FOUND LEANING NORTH WAS SET ERECT
 MD1695'AND THEN ITS DISTANCE CHECKED EXACTLY THE ORIGINAL MEASUREMENT OF
 MD1695'85.88 FEET OR 26.176 METERS BUT THE AZIMUTH COMPUTING AS 353 DEG 03
 MD1695'MIN FROM ORIGINAL DIRECTION WAS NOT CHECKED THO WAS NOTED AS S OF
 MD1695'STATION, IT IS 66 FEET N OF CENTER LINE OF E-W ROAD, 42 FEET E OF
 MD1695'PROJECTED HWY.  CENTER LINE FROM N, ONE FOOT W OF FENCE, AND
 MD1695'PROJECTING 0.5 FOOT, 2 FEET N OF WITNESS POST.
 MD1695'
 MD1695'REFERENCE STAMPED LANO NO 2 1947, PROJECTS 0.5 FOOT, IS 102.06 FEET
 MD1695'(31.108 METERS) W IN AZIMUTH 81 DEG 34 MIN FROM STATION, 141 FEET N OF
 MD1695'CENTER LINE OF COUNTY-LINE ROAD, 36 FEET W OF CENTER LINE OF THE
 MD1695'HIGHWAY, AND ONE FOOT E OF THE RIGHT-OF-WAY FENCE.
 MD1695'
 MD1695'AZIMUTH STAMPED LANO 1947, PROJECTS 0.4 FOOT, AND IS 0.5 MILE SOUTH OF
 MD1695'STATION, 85 FEET N OF A QUARTER-SECTION LINE FENCE, 38 FEET W OF
 MD1695'CENTER LINE OF HWY., 1.0 FEET HIGHER THAN SAME, 5 FEET N OF CENTER OF
 MD1695'NO. 526/514 POWER POLE, 2 FEET E OF FENCE, AND 2 FEET NNW OF STEEL
 MD1695'WITNESS POST.
 MD1695
 MD1695                          STATION RECOVERY (1994)
 MD1695
 MD1695'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2329 ***********************************************************************
 ME2329  DESIGNATION -  LAP
 ME2329  PID         -  ME2329
 ME2329  STATE/COUNTY-  IN/ST JOSEPH
 ME2329  COUNTRY     -  US
 ME2329  USGS QUAD   -  LA PAZ (2019)
 ME2329
 ME2329                         *CURRENT SURVEY CONTROL
 ME2329  ______________________________________________________________________
 ME2329* NAD 83(1997) POSITION- 41 29 04.06638(N) 086 18 31.24788(W)   ADJUSTED
 ME2329* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 ME2329  ______________________________________________________________________
 ME2329  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME2329  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 ME2329  HORZ ORDER      -  SECOND
 ME2329
 ME2329.The horizontal coordinates were established by classical geodetic methods
 ME2329.and adjusted by the National Geodetic Survey in May 1999.
 ME2329
 ME2329.The orthometric height was scaled from a topographic map.
 ME2329
 ME2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2329.GEOID18 height accuracy estimate available here.
 ME2329
 ME2329.Click photographs - Photos may exist for this station.
 ME2329
 ME2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2329
 ME2329. The following values were computed from the NAD 83(1997) position.
 ME2329
 ME2329;                    North         East     Units Scale Factor Converg.
 ME2329;SPC IN E     -   692,559.160    46,383.186   MT  1.00000203   -0 25 31.0
 ME2329;SPC IN E     - 2,272,171.18    152,175.50   sFT  1.00000203   -0 25 31.0
 ME2329;UTM  16      - 4,592,769.953   557,713.448   MT  0.99964099   +0 27 28.6
 ME2329
 ME2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2329!SPC IN E     -   0.99996188  x   1.00000203  =   0.99996391
 ME2329!UTM  16      -   0.99996188  x   0.99964099  =   0.99960288
 ME2329
 ME2329:                Primary Azimuth Mark                     Grid Az
 ME2329:SPC IN E     -  WALKERTON                                263 55 59.0
 ME2329:UTM  16      -  WALKERTON                                263 02 59.4
 ME2329
 ME2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5771392769(NAD 83)
 ME2329
 ME2329|---------------------------------------------------------------------|
 ME2329| PID    Reference Object                     Distance      Geod. Az  |
 ME2329|                                                           dddmmss.s |
 ME2329| CM2996 LAP RM 1                             26.495 METERS 01054     |
 ME2329| CM2995 LAP AZ MK                                          0420300.1 |
 ME2329| CM2997 LAP RM 2                                           15715     |
 ME2329| ME2348 WALKERTON MUNICIPAL TANK            APPROX.14.6 KM 2624906.4 |
 ME2329| ME2346 WALKERTON                           APPROX.15.4 KM 2633028.0 |
 ME2329|---------------------------------------------------------------------|
 ME2329
 ME2329                          SUPERSEDED SURVEY CONTROL
 ME2329
 ME2329  NAD 83(1986)-  41 29 04.07033(N)    086 18 31.25416(W) AD(       ) 2
 ME2329  NAD 27      -  41 29 03.90270(N)    086 18 31.22440(W) AD(       ) 2
 ME2329
 ME2329.Superseded values are not recommended for survey control.
 ME2329
 ME2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2329.See file dsdata.pdf to determine how the superseded data were derived.
 ME2329
 ME2329_MARKER: DS = TRIANGULATION STATION DISK
 ME2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2329_STAMPING: LAP 1952
 ME2329_MARK LOGO: CGS
 ME2329_PROJECTION: RECESSED 30 CENTIMETERS
 ME2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2329+STABILITY: SURFACE MOTION
 ME2329
 ME2329  HISTORY     - Date     Condition        Report By
 ME2329  HISTORY     - 1952     MONUMENTED       CGS
 ME2329  HISTORY     - 1975     GOOD             NGS
 ME2329  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME2329
 ME2329                          STATION DESCRIPTION
 ME2329
 ME2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2329'STATION IS LOCATED 1.5 MILES NORTHWEST OF LAPAZ ON PROPERTY OWNED BY
 ME2329'EVERETT GILLIS.  IT IS 0.1 MILE SOUTH OF A FARM HOUSE, 53 FEET
 ME2329'SOUTHWEST OF A 6 INCH APPLE TREE, 25 FEET WEST OF THE CENTER OF A FARM
 ME2329'LANE, 13 FEET WEST OF A WHITE WITNESS POST AND 8 FEET WEST OF THE EAST
 ME2329'EDGE OF A CULTIVATED FIELD.  THE MARK IS 12 INCHES BELOW THE SURFACE
 ME2329'AND THE DISK IS STAMPED LAP 1952 (THE UNDERGROUND MARK IS STAMPED
 ME2329'LAPAZ 1952.)
 ME2329'
 ME2329'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE APPLE TREE, 10 FEET WEST
 ME2329'OF THE CENTER OF THE FARM LANE AND 5 FEET EAST OF THE EAST EDGE OF THE
 ME2329'FIELD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAP NO 1
 ME2329'1952.
 ME2329'
 ME2329'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE CENTER OF THE FARM LANE AND
 ME2329'1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2329'IS STAMPED LAP NO 2 1952.
 ME2329'
 ME2329'AZIMUTH MARK IS 33 FEET EAST OF A 36 INCH WILD CHERRY TREE, 21 FEET
 ME2329'SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS
 ME2329'POST, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT SOUTHWEST OF A TELEPHONE
 ME2329'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAP 1952.
 ME2329'
 ME2329'TO REACH THE STATION FROM THE OVER PASS OVER THE B AND O RAIL ROAD IN
 ME2329'LAPAZ, GO NORTH ON U. S.  HIGHWAY 31 FOR 1.9 MILES TO STANTON ROAD,
 ME2329'TURN LEFT AND GO WEST ON STANTON ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 ME2329'ON THE LEFT AS DESCRIBED, CONTINUE AHEAD FOR 0.25 MILE TO A FARM LANE
 ME2329'ON THE LEFT AT A FARM HOUSE, TURN LEFT AND GO SOUTH ON THE FARM LANE
 ME2329'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 ME2329'
 ME2329'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2329
 ME2329                          STATION RECOVERY (1975)
 ME2329
 ME2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2329'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 ME2329'AS DESCRIBED IN 1952.  THE AZIMUTH MARK WAS OBSTRUCTED BY SOME LARGE
 ME2329'TREES.  THERE IS NO OBJECTS VISIBLE TO SET ANOTHER AZIMUTH MARK.
 ME2329'REFERENCE MARKS WERE NOT MEASURED AT THIS TIME DUE TO THE OBSTRUCTION
 ME2329'OF HEAVY BRUSH AND BROKEN TREE LIMBS.  THE ABOVE MEASUREMENTS TO THE
 ME2329'MARKS ARE THE 1952 MEASUREMENTS.  THE ANGLE BETWEEN THE REFERENCE
 ME2329'MARKS CHECKED.  THE TO REACH AND DESCRIPTION IS ADEQUATE.
 ME2329'
 ME2329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 ME2329'NORTHWEST OF LAPAZ.
 ME2329
 ME2329                          STATION RECOVERY (1994)
 ME2329
 ME2329'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0617 ***********************************************************************
 ME0617  DESIGNATION -  LAP L 31
 ME0617  PID         -  ME0617
 ME0617  STATE/COUNTY-  IN/LA PORTE
 ME0617  COUNTRY     -  US
 ME0617  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0617
 ME0617                         *CURRENT SURVEY CONTROL
 ME0617  ______________________________________________________________________
 ME0617* NAD 83(1986) POSITION- 41 19 02.     (N) 086 50 55.     (W)   SCALED
 ME0617* NAVD 88 ORTHO HEIGHT -   204.317 (meters)      670.33  (feet) ADJUSTED
 ME0617  ______________________________________________________________________
 ME0617  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 ME0617  DYNAMIC HEIGHT  -        204.231 (meters)      670.05  (feet) COMP
 ME0617  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 ME0617
 ME0617  VERT ORDER      -  SECOND    CLASS 0
 ME0617
 ME0617.The horizontal coordinates were scaled from a map and have
 ME0617.an estimated accuracy of +/- 6 seconds.
 ME0617
 ME0617.The orthometric height was determined by differential leveling and
 ME0617.adjusted by the NATIONAL GEODETIC SURVEY
 ME0617.in June 1991.
 ME0617
 ME0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0617.GEOID18 height accuracy estimate available here.
 ME0617
 ME0617.Click photographs - Photos may exist for this station.
 ME0617
 ME0617.The dynamic height is computed by dividing the NAVD 88
 ME0617.geopotential number by the normal gravity value computed on the
 ME0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0617.degrees latitude (g = 980.6199 gals.).
 ME0617
 ME0617.The modeled gravity was interpolated from observed gravity values.
 ME0617
 ME0617;                    North         East    Units  Estimated Accuracy
 ME0617;SPC IN W     -   673,810.      919,650.      MT  (+/- 180 meters Scaled)
 ME0617
 ME0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL126739(NAD 83)
 ME0617
 ME0617                          SUPERSEDED SURVEY CONTROL
 ME0617
 ME0617  NGVD 29 (??/??/92)  204.415  (m)          670.65   (f) ADJ UNCH    2 0
 ME0617
 ME0617.Superseded values are not recommended for survey control.
 ME0617
 ME0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0617.See file dsdata.pdf to determine how the superseded data were derived.
 ME0617
 ME0617_MARKER: DD = SURVEY DISK
 ME0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0617_SP_SET: ABUTMENT
 ME0617_STAMPING: LAP L 31
 ME0617_MARK LOGO: INHD
 ME0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0617
 ME0617  HISTORY     - Date     Condition        Report By
 ME0617  HISTORY     - UNK      MONUMENTED       INHD
 ME0617  HISTORY     - 1946     GOOD             CGS
 ME0617
 ME0617                          STATION DESCRIPTION
 ME0617
 ME0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0617'2.2 MI E FROM LA CROSSE.
 ME0617'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0617'OF STATE HIGHWAY 43 AT LA CROSSE, AT 63-FOOT BRIDGE 8-D-42 (THE
 ME0617'EASTERN ONE OF TWO BRIDGES), IN THE TOP OF THE NORTH END OF THE
 ME0617'WEST ABUTMENT, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ME0617'AND 18 INCHES NORTH OF THE NORTH BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0620 ***********************************************************************
 ME0620  DESIGNATION -  LAP L 43
 ME0620  PID         -  ME0620
 ME0620  STATE/COUNTY-  IN/LA PORTE
 ME0620  COUNTRY     -  US
 ME0620  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0620
 ME0620                         *CURRENT SURVEY CONTROL
 ME0620  ______________________________________________________________________
 ME0620* NAD 83(1986) POSITION- 41 19 02.     (N) 086 48 17.     (W)   SCALED
 ME0620* NAVD 88 ORTHO HEIGHT -   204.425 (meters)      670.68  (feet) ADJUSTED
 ME0620  ______________________________________________________________________
 ME0620  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 ME0620  DYNAMIC HEIGHT  -        204.340 (meters)      670.41  (feet) COMP
 ME0620  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 ME0620
 ME0620  VERT ORDER      -  SECOND    CLASS 0
 ME0620
 ME0620.The horizontal coordinates were scaled from a map and have
 ME0620.an estimated accuracy of +/- 6 seconds.
 ME0620
 ME0620.The orthometric height was determined by differential leveling and
 ME0620.adjusted by the NATIONAL GEODETIC SURVEY
 ME0620.in June 1991.
 ME0620
 ME0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0620.GEOID18 height accuracy estimate available here.
 ME0620
 ME0620.Click photographs - Photos may exist for this station.
 ME0620
 ME0620.The dynamic height is computed by dividing the NAVD 88
 ME0620.geopotential number by the normal gravity value computed on the
 ME0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0620.degrees latitude (g = 980.6199 gals.).
 ME0620
 ME0620.The modeled gravity was interpolated from observed gravity values.
 ME0620
 ME0620;                    North         East    Units  Estimated Accuracy
 ME0620;SPC IN W     -   673,820.      923,330.      MT  (+/- 180 meters Scaled)
 ME0620
 ME0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL163739(NAD 83)
 ME0620
 ME0620                          SUPERSEDED SURVEY CONTROL
 ME0620
 ME0620  NGVD 29 (??/??/92)  204.522  (m)          671.00   (f) ADJ UNCH    2 0
 ME0620
 ME0620.Superseded values are not recommended for survey control.
 ME0620
 ME0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0620.See file dsdata.pdf to determine how the superseded data were derived.
 ME0620
 ME0620_MARKER: DD = SURVEY DISK
 ME0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0620_SP_SET: BRIDGE
 ME0620_STAMPING: LAP L 43
 ME0620_MARK LOGO: INHD
 ME0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0620
 ME0620  HISTORY     - Date     Condition        Report By
 ME0620  HISTORY     - UNK      MONUMENTED       INHD
 ME0620  HISTORY     - 1946     GOOD             CGS
 ME0620  HISTORY     - 20071103 GOOD             GEOCAC
 ME0620  HISTORY     - 20150225 MARK NOT FOUND   INDOT
 ME0620
 ME0620                          STATION DESCRIPTION
 ME0620
 ME0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0620'4.5 MI E FROM LA CROSSE.
 ME0620'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0620'OF STATE HIGHWAY 43 AT LA CROSSE, ABOUT 0.5 MILE EAST OF THE
 ME0620'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, AT A T ROAD LEADING
 ME0620'NORTH, SET IN THE TOP OF THE NORTHWEST CONCRETE WING WALL OF A
 ME0620'28 FOOT CONCRETE BRIDGE OVER A DITCH, 68 FEET WEST AND ACROSS
 ME0620'THE ROAD FROM THE CENTER LINE OF THE ROAD NORTH, 19 FEET NORTH
 ME0620'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER
 ME0620'LINE OF A CONCRETE DRIVE WAY LEADING TO A CULTIVATED FIELD, 3
 ME0620'FEET NORTH OF THE CONCRETE BANISTER, ABOUT LEVEL WITH THE
 ME0620'HIGHWAY, AND SET IN A DRILL HOLE.
 ME0620
 ME0620                          STATION RECOVERY (2007)
 ME0620
 ME0620'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0620'RECOVERED IN GOOD CONDITION.
 ME0620
 ME0620                          STATION RECOVERY (2015)
 ME0620
 ME0620'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0620'THERE IS A NEW BRIDGE AT THIS LOCATION AND BENCH MARK MOST LIKELY
 ME0620'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0622 ***********************************************************************
 ME0622  DESIGNATION -  LAP L 46
 ME0622  PID         -  ME0622
 ME0622  STATE/COUNTY-  IN/LA PORTE
 ME0622  COUNTRY     -  US
 ME0622  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0622
 ME0622                         *CURRENT SURVEY CONTROL
 ME0622  ______________________________________________________________________
 ME0622* NAD 83(1986) POSITION- 41 19 02.     (N) 086 46 33.     (W)   SCALED
 ME0622* NAVD 88 ORTHO HEIGHT -   204.691 (meters)      671.56  (feet) ADJUSTED
 ME0622  ______________________________________________________________________
 ME0622  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 ME0622  DYNAMIC HEIGHT  -        204.606 (meters)      671.28  (feet) COMP
 ME0622  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 ME0622
 ME0622  VERT ORDER      -  SECOND    CLASS 0
 ME0622
 ME0622.The horizontal coordinates were scaled from a map and have
 ME0622.an estimated accuracy of +/- 6 seconds.
 ME0622
 ME0622.The orthometric height was determined by differential leveling and
 ME0622.adjusted by the NATIONAL GEODETIC SURVEY
 ME0622.in June 1991.
 ME0622
 ME0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0622.GEOID18 height accuracy estimate available here.
 ME0622
 ME0622.Click photographs - Photos may exist for this station.
 ME0622
 ME0622.The dynamic height is computed by dividing the NAVD 88
 ME0622.geopotential number by the normal gravity value computed on the
 ME0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0622.degrees latitude (g = 980.6199 gals.).
 ME0622
 ME0622.The modeled gravity was interpolated from observed gravity values.
 ME0622
 ME0622;                    North         East    Units  Estimated Accuracy
 ME0622;SPC IN W     -   673,830.      925,750.      MT  (+/- 180 meters Scaled)
 ME0622
 ME0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187739(NAD 83)
 ME0622
 ME0622                          SUPERSEDED SURVEY CONTROL
 ME0622
 ME0622  NGVD 29 (??/??/92)  204.787  (m)          671.87   (f) ADJ UNCH    2 0
 ME0622
 ME0622.Superseded values are not recommended for survey control.
 ME0622
 ME0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0622.See file dsdata.pdf to determine how the superseded data were derived.
 ME0622
 ME0622_MARKER: DD = SURVEY DISK
 ME0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0622_SP_SET: BRIDGE
 ME0622_STAMPING: LAP 1 46
 ME0622_MARK LOGO: INHD
 ME0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0622
 ME0622  HISTORY     - Date     Condition        Report By
 ME0622  HISTORY     - UNK      MONUMENTED       INHD
 ME0622  HISTORY     - 1946     GOOD             CGS
 ME0622  HISTORY     - 20071103 GOOD             GEOCAC
 ME0622  HISTORY     - 20150225 MARK NOT FOUND   INDOT
 ME0622
 ME0622                          STATION DESCRIPTION
 ME0622
 ME0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0622'6 MI E FROM LA CROSSE.
 ME0622'ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0622'OF STATE HIGHWAY 43 AT LA CROSSE, AT THE JUNCTION OF A T ROAD
 ME0622'LEADING NORTH, SET IN THE TOP OF THE NORTHEAST WING WALL OF A
 ME0622'36 FOOT CONCRETE BRIDGE OVER A DITCH, 68 FEET EAST AND ACROSS
 ME0622'THE BRIDGE FROM THE CENTER LINE OF THE ROAD NORTH, 17 FEET NORTH
 ME0622'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE CONCRETE
 ME0622'BRIDGE BANISTER, ABOUT 0.5 FOOT ABOVE THE HIGHWAY, AND SET IN A
 ME0622'DRILL HOLE.
 ME0622
 ME0622                          STATION RECOVERY (2007)
 ME0622
 ME0622'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0622'RECOVERED IN GOOD CONDITION.
 ME0622
 ME0622                          STATION RECOVERY (2015)
 ME0622
 ME0622'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0622'THE CONCRETE ON THE WING WALL HAS GREATLY DETERIORATED AND THE BENCH
 ME0622'MARK COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0473 ***********************************************************************
 ME0473  DESIGNATION -  LAP L 68
 ME0473  PID         -  ME0473
 ME0473  STATE/COUNTY-  IN/LA PORTE
 ME0473  COUNTRY     -  US
 ME0473  USGS QUAD   -  WANATAH (2019)
 ME0473
 ME0473                         *CURRENT SURVEY CONTROL
 ME0473  ______________________________________________________________________
 ME0473* NAD 83(1997) POSITION- 41 26 01.00760(N) 086 53 29.90893(W)   ADJUSTED
 ME0473* NAVD 88 ORTHO HEIGHT -   222.787 (meters)      730.93  (feet) ADJUSTED
 ME0473  ______________________________________________________________________
 ME0473  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0473  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 ME0473  DYNAMIC HEIGHT  -        222.696 (meters)      730.63  (feet) COMP
 ME0473  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0473
 ME0473  HORZ ORDER      -  SECOND
 ME0473  VERT ORDER      -  SECOND    CLASS 0
 ME0473
 ME0473.The horizontal coordinates were established by classical geodetic methods
 ME0473.and adjusted by the National Geodetic Survey in May 1999.
 ME0473
 ME0473.The orthometric height was determined by differential leveling and
 ME0473.adjusted by the NATIONAL GEODETIC SURVEY
 ME0473.in June 1991.
 ME0473
 ME0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0473.GEOID18 height accuracy estimate available here.
 ME0473
 ME0473.Click photographs - Photos may exist for this station.
 ME0473
 ME0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0473
 ME0473.The dynamic height is computed by dividing the NAVD 88
 ME0473.geopotential number by the normal gravity value computed on the
 ME0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0473.degrees latitude (g = 980.6199 gals.).
 ME0473
 ME0473.The modeled gravity was interpolated from observed gravity values.
 ME0473
 ME0473. The following values were computed from the NAD 83(1997) position.
 ME0473
 ME0473;                    North         East     Units Scale Factor Converg.
 ME0473;SPC IN W     -   686,730.588   916,021.349   MT  0.99996982   +0 07 36.7
 ME0473;SPC IN W     - 2,253,048.60  3,005,313.38   sFT  0.99996982   +0 07 36.7
 ME0473;UTM  16      - 4,586,899.726   509,053.142   MT  0.99960101   +0 04 18.1
 ME0473
 ME0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0473!SPC IN W     -   0.99997037  x   0.99996982  =   0.99994019
 ME0473!UTM  16      -   0.99997037  x   0.99960101  =   0.99957139
 ME0473
 ME0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0905386899(NAD 83)
 ME0473
 ME0473                          SUPERSEDED SURVEY CONTROL
 ME0473
 ME0473  NAD 83(1986)-  41 26 01.01213(N)    086 53 29.91399(W) AD(       ) 2
 ME0473  NAD 27      -  41 26 00.86300(N)    086 53 29.82550(W) AD(       ) 2
 ME0473  NGVD 29 (??/??/92)  222.86   (m)          731.2    (f) COMPUTED    2 0
 ME0473  NGVD 29             222.86   (m)          731.2    (f) LEVELING    3  
 ME0473
 ME0473.Superseded values are not recommended for survey control.
 ME0473
 ME0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0473.See file dsdata.pdf to determine how the superseded data were derived.
 ME0473
 ME0473_MARKER: DD = SURVEY DISK
 ME0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0473_STAMPING: LAP L 68
 ME0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0473+STABILITY: SURFACE MOTION
 ME0473
 ME0473  HISTORY     - Date     Condition        Report By
 ME0473  HISTORY     - 1946     MONUMENTED       INHD
 ME0473  HISTORY     - 1948     GOOD             CGS
 ME0473  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0473
 ME0473                          STATION DESCRIPTION
 ME0473
 ME0473'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1946
 ME0473'AT WANATAH.
 ME0473'AT THE NORTHEAST CORNER OF WANATAH, LA PORTE COUNTY, ABOUT 0.3
 ME0473'MILE NORTH OF THE STATE HIGHWAY 43 BRIDGE OVER THE PENNSYLVANIA
 ME0473'RAILROAD, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 ME0473'HIGHWAY 43, 119 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 43,
 ME0473'93 FEET SOUTH OF THE SOUTH EDGE OF THE EAST-BOUND PAVEMENT OF
 ME0473'U.S. HIGHWAY 30, 43 FEET EAST OF A TWIN 5-INCH PINE TREE, 40
 ME0473'FEET WEST OF A 6-INCH PINE TREE, 1.0 FOOT NORTH OF A WHITE WOODEN
 ME0473'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  AN INDIANA
 ME0473'HIGHWAY COMMISSION DISK, STAMPED LAP L 68 AND SET IN THE TOP OF
 ME0473'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0473
 ME0473                          STATION RECOVERY (1948)
 ME0473
 ME0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME0473'STATION IS LOCATED ABOUT 8 MILES NORTH OF LA CROSSE, 5 MILES WEST OF
 ME0473'HANNA AND 1/2 MILE EAST
 ME0473'OF WANATAH AT THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 43 IN
 ME0473'THE SOUTHWEST ANGLE.  IT IS 119 FEET
 ME0473'WEST OF CENTER OF HIGHWAY 43, 115 FEET SOUTH OF THE
 ME0473'CENTER OF THE SOUTH LANE OF HIGHWAY 30 AND 1 FOOT NORTH
 ME0473'OF A WHITE WITNESS POST.  THE MARK
 ME0473'IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 ME0473'DISK IS A STANDARD STATE
 ME0473'HIGHWAY BM DISK STAMPED L 68 LAP.
 ME0473'
 ME0473'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WANATAH.
 ME0473'THE DISTANCE WAS 385.5 FEET,
 ME0473'(117.50 METERS.)
 ME0473'
 ME0473'THIS IS A TRAVERSE STATION.
 ME0473
 ME0473                          STATION RECOVERY (1968)
 ME0473
 ME0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0473'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0767 ***********************************************************************
 ME0767  DESIGNATION -  LAP L 74
 ME0767  PID         -  ME0767
 ME0767  STATE/COUNTY-  IN/LA PORTE
 ME0767  COUNTRY     -  US
 ME0767  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0767
 ME0767                         *CURRENT SURVEY CONTROL
 ME0767  ______________________________________________________________________
 ME0767* NAD 83(1986) POSITION- 41 38 16.75   (N) 086 53 38.74   (W)   HD_HELD1
 ME0767* NAVD 88 ORTHO HEIGHT -   203.080 (meters)      666.27  (feet) ADJUSTED
 ME0767  ______________________________________________________________________
 ME0767  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 ME0767  DYNAMIC HEIGHT  -        203.004 (meters)      666.02  (feet) COMP
 ME0767  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 ME0767
 ME0767  VERT ORDER      -  SECOND    CLASS 0
 ME0767
 ME0767.The horizontal coordinates were determined by differentially corrected
 ME0767.hand held GPS observations or other comparable positioning techniques
 ME0767.and have an estimated accuracy of +/- 3 meters.
 ME0767
 ME0767.The orthometric height was determined by differential leveling and
 ME0767.adjusted by the NATIONAL GEODETIC SURVEY
 ME0767.in June 1991.
 ME0767
 ME0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0767.GEOID18 height accuracy estimate available here.
 ME0767
 ME0767.Click photographs - Photos may exist for this station.
 ME0767
 ME0767.The dynamic height is computed by dividing the NAVD 88
 ME0767.geopotential number by the normal gravity value computed on the
 ME0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0767.degrees latitude (g = 980.6199 gals.).
 ME0767
 ME0767.The modeled gravity was interpolated from observed gravity values.
 ME0767
 ME0767;                    North         East    Units  Estimated Accuracy
 ME0767;SPC IN W     -   709,427.9     915,766.6     MT  (+/- 3 meters HH1 GPS) 
 ME0767
 ME0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0882009588(NAD 83)
 ME0767
 ME0767                          SUPERSEDED SURVEY CONTROL
 ME0767
 ME0767  NGVD 29 (??/??/92)  203.184  (m)          666.61   (f) ADJ UNCH    2 0
 ME0767
 ME0767.Superseded values are not recommended for survey control.
 ME0767
 ME0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0767.See file dsdata.pdf to determine how the superseded data were derived.
 ME0767
 ME0767_MARKER: DB = BENCH MARK DISK
 ME0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0767_SP_SET: BRIDGE
 ME0767_STAMPING: LAP L 74
 ME0767_MARK LOGO: INHD
 ME0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0767+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2025
 ME0767
 ME0767  HISTORY     - Date     Condition        Report By
 ME0767  HISTORY     - UNK      MONUMENTED       INHD
 ME0767  HISTORY     - 1946     GOOD             CGS
 ME0767  HISTORY     - 20160824 GOOD             INDOT
 ME0767  HISTORY     - 20211118 GOOD             IN-127
 ME0767  HISTORY     - 20250503 GOOD             INDIV
 ME0767
 ME0767                          STATION DESCRIPTION
 ME0767
 ME0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0767'4.2 MI S FROM MICHIGAN CITY.
 ME0767'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE PERE
 ME0767'MARQUETTE RAILWAY STATION AT MICHIGAN CITY, LA PORTE COUNTY, AT
 ME0767'A 15-FOOT CONCRETE BRIDGE, IN THE TOP OF THE SOUTHWEST WING WALL,
 ME0767'23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 ME0767'WITH THE HIGHWAY.  AN INDIANA HIGHWAY COMMISSION DISK, STAMPED
 ME0767'LAP L 74.
 ME0767
 ME0767                          STATION RECOVERY (2016)
 ME0767
 ME0767'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0767'THE MARK IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREE CANOPY AND
 ME0767'STEEP EMBANKMENT.
 ME0767
 ME0767                          STATION RECOVERY (2021)
 ME0767
 ME0767'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME0767'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND STATE HIGHWAY 421,
 ME0767'GO SOUTH ON STATE HIGHWAY 421 FOR 1.4 MI (2.3 KM) AND STATION IS ON
 ME0767'THE RIGHT, AT A 15 FT (4.6 M) CONCRETE BRIDGE, IN THE TOP OF THE
 ME0767'SOUTHWEST WING WALL, 23 FT (7.0 M) WEST OF THE CENTERLINE OF HIGHWAY.
 ME0767
 ME0767                          STATION RECOVERY (2025)
 ME0767
 ME0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (CKA)
 ME0767'METAL DISC SET IN THE SOUTHWESTERN CONCRETE SUPPORT OF A BRIDGE OVER A
 ME0767'STREAM ALONG STATE HIGHWAY 421, ABOUT 1.4 MI (2.3 KM) SOUTH OF I-94.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2428 ***********************************************************************
 ME2428  DESIGNATION -  LAPORTE
 ME2428  PID         -  ME2428
 ME2428  STATE/COUNTY-  IN/LA PORTE
 ME2428  COUNTRY     -  US
 ME2428  USGS QUAD   -  LAPORTE EAST (2019)
 ME2428
 ME2428                         *CURRENT SURVEY CONTROL
 ME2428  ______________________________________________________________________
 ME2428* NAD 83(1997) POSITION- 41 36 40.63753(N) 086 43 21.51659(W)   ADJUSTED
 ME2428* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 ME2428  ______________________________________________________________________
 ME2428  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 ME2428  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 ME2428  HORZ ORDER      -  FIRST
 ME2428
 ME2428.The horizontal coordinates were established by classical geodetic methods
 ME2428.and adjusted by the National Geodetic Survey in May 1999.
 ME2428
 ME2428.The orthometric height was scaled from a topographic map.
 ME2428
 ME2428.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2428.GEOID18 height accuracy estimate available here.
 ME2428
 ME2428.Click photographs - Photos may exist for this station.
 ME2428
 ME2428.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2428
 ME2428. The following values were computed from the NAD 83(1997) position.
 ME2428
 ME2428;                    North         East     Units Scale Factor Converg.
 ME2428;SPC IN W     -   706,508.333   930,063.626   MT  0.99997778   +0 14 22.3
 ME2428;SPC IN W     - 2,317,936.09  3,051,383.75   sFT  0.99997778   +0 14 22.3
 ME2428;UTM  16      - 4,606,656.609   523,109.279   MT  0.99960657   +0 11 03.1
 ME2428
 ME2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2428!SPC IN W     -   0.99996643  x   0.99997778  =   0.99994421
 ME2428!UTM  16      -   0.99996643  x   0.99960657  =   0.99957302
 ME2428
 ME2428:                Primary Azimuth Mark                     Grid Az
 ME2428:SPC IN W     -  LAPORTE AZ MK                            152 11 46.6
 ME2428:UTM  16      -  LAPORTE AZ MK                            152 15 05.8
 ME2428
 ME2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2310906656(NAD 83)
 ME2428
 ME2428|---------------------------------------------------------------------|
 ME2428| PID    Reference Object                     Distance      Geod. Az  |
 ME2428|                                                           dddmmss.s |
 ME2428| ME2425 LAPORTE N IND PUB SER STACK         236.381 METERS 01314     |
 ME2428| ME2420 LAPORTE N IND PUB SER RAD MAST      APPROX. 0.7 KM 0271550.7 |
 ME2428| CM3000 LAPORTE RM 1                         26.764 METERS 04103     |
 ME2428| ME2427 LAPORTE CO CTHSE CLOCK TOWER         34.103 METERS 08742     |
 ME2428| CM3001 LAPORTE RM 2                         24.698 METERS 13244     |
 ME2428| CM2999 LAPORTE AZ MK                                      1522608.9 |
 ME2428| ME2429 LAPORTE BACHMANN WOOL MILL STK      APPROX. 1.2 KM 1551900.8 |
 ME2428| ME2423 LAPORTE MUN AIRPORT BEACON          APPROX. 3.9 KM 1885145.8 |
 ME2428| ME2419 LAPORTE MAPLE TERRACE TANK          APPROX. 1.8 KM 1890518.5 |
 ME2428| CM3003 LAPORTE RM 4                          7.999 METERS 22849     |
 ME2428| CM3002 LAPORTE RM 3                          8.065 METERS 24526     |
 ME2428| ME2416 LAPORTE ALLIS CHALMERS MFG STK      APPROX. 0.7 KM 3273131.2 |
 ME2428|---------------------------------------------------------------------|
 ME2428
 ME2428                          SUPERSEDED SURVEY CONTROL
 ME2428
 ME2428  NAD 83(1994)-  41 36 40.64086(N)    086 43 21.52048(W) AD(       ) 1
 ME2428  NAD 83(1986)-  41 36 40.64035(N)    086 43 21.52099(W) AD(       ) 1
 ME2428  NAD 27      -  41 36 40.48460(N)    086 43 21.44040(W) AD(       ) 1
 ME2428
 ME2428.Superseded values are not recommended for survey control.
 ME2428
 ME2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2428.See file dsdata.pdf to determine how the superseded data were derived.
 ME2428
 ME2428_MARKER: DS = TRIANGULATION STATION DISK
 ME2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2428_STAMPING: LAPORTE 1948
 ME2428_MARK LOGO: CGS
 ME2428_PROJECTION: FLUSH
 ME2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2428+STABILITY: SURFACE MOTION
 ME2428
 ME2428  HISTORY     - Date     Condition        Report By
 ME2428  HISTORY     - 1948     MONUMENTED       CGS
 ME2428  HISTORY     - 1973     GOOD             NGS
 ME2428  HISTORY     - 1979     GOOD             NGS
 ME2428
 ME2428                          STATION DESCRIPTION
 ME2428
 ME2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2428'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LAPORTE COUNTY
 ME2428'COURTHOUSE SQUARE IN LAPORTE.  IT IS 50 FEET SOUTH OF THE SOUTH EDGE
 ME2428'OF SIDEWALK, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF COURTHOUSE
 ME2428'AND 26 FEET EAST OF THE EAST EDGE OF SIDEWALK.  THE MARK IS FLUSH AND
 ME2428'THE DISK IS STAMPED LAPORTE 1948.
 ME2428'
 ME2428'REFERENCE MARK NO. 1 IS 87.81 FEET NORTHEAST OF THE STATION.  IT IS 16
 ME2428'FEET NORTHWEST OF THE NORTH ENTRANCE OF THE COURTHOUSE AND 2 FEET
 ME2428'NORTH OF A CONCRETE WALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2428'LAPORTE NO 1 1948.
 ME2428'
 ME2428'REFERENCE MARK NO. 2 IS 81.03 FEET SOUTHEAST OF THE STATION.  IT IS 14
 ME2428'FEET SOUTH OF A CONCRETE WALK AND 12 FEET WEST OF A CONCRETE WALK.
 ME2428'THE MARK IS FLUSH AND THE DISK IS STAMPED LAPORTE NO 2 1948.
 ME2428'
 ME2428'AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 34 FEET WEST OF
 ME2428'THE CENTER OF INDIANA AVENUE, 26 FEET SOUTH OF THE CENTER OF MAPLE
 ME2428'STREET AND 8 FEET SOUTHWEST OF A POWERLINE POLE.  THE MARK IS FLUSH
 ME2428'AND THE DISK IS STAMPED LAPORTE 1948.
 ME2428'
 ME2428'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON INDIANA AVENUE
 ME2428'FOR 0.15 MILE TO THE INTERSECTION OF MAPLE STREET AND THE AZIMUTH MARK
 ME2428'IN THE SOUTHWEST ANGLE.
 ME2428'
 ME2428'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 ME2428
 ME2428                          STATION RECOVERY (1973)
 ME2428
 ME2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ME2428'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 ME2428'1 WAS IN THE WAY OF CONSTRUCTION AND WAS DESTROYED AFTER REFERENCE
 ME2428'MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE
 ME2428'MARK 2 COULD NOT BE MEASURED TO DUE TO CARS AND SHRUBS AND THE 1948
 ME2428'DISTANCE WAS USED.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.
 ME2428'THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A STREET SIGN
 ME2428'AND WAS NOT TAKEN.  A NEW DESCRIPTION FOLLOWS-
 ME2428'
 ME2428'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LAWN OF THE
 ME2428'LAPORTE COUNTY COURTHOUSE, 1 FOOT SOUTH OF A METAL WITNESS POST, 60
 ME2428'FEET NORTH OF THE CENTERLINE OF A SIDEWALK TO THE SOUTHWEST ENTRANCE
 ME2428'OF COURTHOUSE, 50 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK (STATE ST.)
 ME2428'26 FEET EAST OF THE EAST EDGE OF SIDEWALK (INDIANA AVE.) AND 45 FEET
 ME2428'NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE.  THE MONUMENT IS
 ME2428'FLUSH AND THE DISK IS STAMPED LAPORTE 1948.
 ME2428'
 ME2428'REFERENCE MARK 2 IS 29 FEET WEST OF THE SOUTHWEST ENTRANCE, 30 FEET
 ME2428'NORTHEAST OF A 40 INCH MAPLE TREE, 14 FEET SOUTH OF A CONCRETE
 ME2428'SIDEWALK AND 12 FEET WEST OF A CONCRETE SIDEWALK.  THE MONUMENT IS
 ME2428'FLUSH AND THE DISK IS STAMPED LAPORTE NO 2 1948.
 ME2428'
 ME2428'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAPORTE 1948 NO 3 1973,
 ME2428'SET IN A DRILL HOLE IN THE TOP OF SANDSTONE CURBING OF STREET (INDIANA
 ME2428'AVE.), 71 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 46
 ME2428'FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK (STATE ST.) AND 65 FEET NORTH
 ME2428'OF THE CENTERLINE OF THE SOUTHWEST ENTRANCE SIDEWALK.
 ME2428'
 ME2428'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 ME2428'LAPORTE PUBLIC LIBRARY, 3 FEET SOUTHEAST OF A METAL TRAFFIC LIGHT
 ME2428'POLE, 2 FEET WEST OF THE WEST CURBING OF INDIANA AVE., 34 FEET WEST OF
 ME2428'THE CENTERLINE OF INDIANA AVE., 26 FEET SOUTH OF THE CENTERLINE OF
 ME2428'MAPLE STREET AND SURROUNDED BY CONCRETE SIDEWALK.  THE MONUMENT IS
 ME2428'FLUSH AND THE DISK IS STAMPED LAPORTE 1948.
 ME2428'
 ME2428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LAPORTE.
 ME2428'
 ME2428'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2428
 ME2428                          STATION RECOVERY (1979)
 ME2428
 ME2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2428'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2428'CONDITION.  REFERENCE MARK 3 WAS FOUND WITH THE ARROW POINTED TO THE
 ME2428'WEST.  REFERENCE MARK 4 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 ME2428'OBSTRUCTED BY A LARGE VAN AT THIS TIME.  THE DISTANCE TO RM 2 CHECKED.
 ME2428'
 ME2428'THE 1948 DESCRIPTION IS ADEQUATE TO RECOVER STATION.  ADDITIONAL
 ME2428'REFERENCE POINTS AT STATION WAS MADE AS MARK MAY BE COVERED BY 6 TO 8
 ME2428'INCHES OF FILL.  THE STATION IS 45 FEET W OF THE NW CORNER OF THE
 ME2428'COURTHOUSE, 37 FEET N OF A 30 INCH MAPLE TREE, 49 FEET S OF THE N LAWN
 ME2428'RETAINING WALL, 26 FEET E OF THE WEST RETAINING WALL, 12 FEET W OF W
 ME2428'EDGE OF SIDEWALK, 55 FEET N OF THE N EDGE OF SIDEWALK TO W ENTRANCE TO
 ME2428'COURTHOUSE AND 1 FOOT S OF A METAL WITNESS POST.  THE MARK IS FLUSH
 ME2428'AND THE DISK STAMPED LAPORTE 1948.
 ME2428'
 ME2428'REFERENCE MARK 2 IS 13.5 FEET S OF S EDGE OF SIDEWALK, 12 FEET W OF N
 ME2428'EDGE OF SIDEWALK AND 11 FEET E OF A GROUND MOUNTED FLOODLIGHT.  THE
 ME2428'MARK IS UNDERGROUND 1 INCH AND THE DISK STAMPED LAPORTE NO 2 1948.
 ME2428'
 ME2428'REFERENCE MARK 4 IS A STANDARD RM DISK CEMENTED IN A DRILL HOLE IN THE
 ME2428'WEST RETAINING WALL OF COURTHOUSE.  THE DISK IS STAMPED LAPORTE 1948
 ME2428'NO 4 1979.
 ME2428'
 ME2428'THE AZIMUTH MARK IS 35 FEET W OF THE CENTERLINE OF INDIANA AVENUE, 26
 ME2428'FEET S OF CENTERLINE OF MAPLE AVENUE, 9 FEET N OF AN ALUMINUM LIGHT
 ME2428'STANDARD AT THE NE EDGE OF PUBLIC LIBRARY BUILDING.  THE MARK IS NOW
 ME2428'FLUSH AND SURROUNDED BY CONCRETE SIDEWALK.  IT IS STAMPED LAPORTE
 ME2428'1948.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2396 ***********************************************************************
 LB2396  DESIGNATION -  LAPORTE
 LB2396  PID         -  LB2396
 LB2396  STATE/COUNTY-  IN/CASS
 LB2396  COUNTRY     -  US
 LB2396  USGS QUAD   -  ANOKA (2019)
 LB2396
 LB2396                         *CURRENT SURVEY CONTROL
 LB2396  ______________________________________________________________________
 LB2396* NAD 83(1997) POSITION- 40 41 18.13489(N) 086 15 34.19243(W)   ADJUSTED
 LB2396* NAVD 88 ORTHO HEIGHT -   230.35  (+/-2cm)      755.7   (feet) VERTCON3
 LB2396  ______________________________________________________________________
 LB2396  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 LB2396  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB2396  HORZ ORDER      -  SECOND
 LB2396  VERT ORDER      -  THIRD ? (See Below)
 LB2396
 LB2396.The horizontal coordinates were established by classical geodetic methods
 LB2396.and adjusted by the National Geodetic Survey in May 1999.
 LB2396
 LB2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2396
 LB2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2396.GEOID18 height accuracy estimate available here.
 LB2396
 LB2396.The vertical order pertains to the NGVD 29 superseded value.
 LB2396
 LB2396.Click photographs - Photos may exist for this station.
 LB2396
 LB2396.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2396
 LB2396. The following values were computed from the NAD 83(1997) position.
 LB2396
 LB2396;                    North         East     Units Scale Factor Converg.
 LB2396;SPC IN E     -   604,121.663    49,889.390   MT  0.99999756   -0 23 11.4
 LB2396;SPC IN E     - 1,982,022.49    163,678.77   sFT  0.99999756   -0 23 11.4
 LB2396;UTM  16      - 4,504,427.813   562,570.021   MT  0.99964819   +0 28 58.0
 LB2396
 LB2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2396!SPC IN E     -   0.99996925  x   0.99999756  =   0.99996681
 LB2396!UTM  16      -   0.99996925  x   0.99964819  =   0.99961745
 LB2396
 LB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6257004427(NAD 83)
 LB2396
 LB2396|---------------------------------------------------------------------|
 LB2396| PID    Reference Object                     Distance      Geod. Az  |
 LB2396|                                                           dddmmss.s |
 LB2396| CC8761 LAPORTE RM                            7.660 METERS 00129     |
 LB2396|---------------------------------------------------------------------|
 LB2396
 LB2396                          SUPERSEDED SURVEY CONTROL
 LB2396
 LB2396  NAD 83(1986)-  40 41 18.13658(N)    086 15 34.20095(W) AD(       ) 2
 LB2396  NAD 27      -  40 41 17.99860(N)    086 15 34.21040(W) AD(       ) 2
 LB2396  USSD        -  40 41 18.01800(N)    086 15 34.06100(W) AD(       ) 3
 LB2396  NGVD 29             230.46   (m)          756.1    (f) LEVELING    3  
 LB2396
 LB2396.Superseded values are not recommended for survey control.
 LB2396
 LB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2396.See file dsdata.pdf to determine how the superseded data were derived.
 LB2396
 LB2396_MARKER: DS = TRIANGULATION STATION DISK
 LB2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2396_STAMPING: LAPORTE 1920
 LB2396_MARK LOGO: CGS
 LB2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2396+STABILITY: SURFACE MOTION
 LB2396
 LB2396  HISTORY     - Date     Condition        Report By
 LB2396  HISTORY     - 1920     MONUMENTED       CGS
 LB2396  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LB2396
 LB2396                          STATION DESCRIPTION
 LB2396
 LB2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2396'ABOUT 2 MILES N OF WALTON, ON THE E SIDE OF THE TRACK, 50 YARDS
 LB2396'N OF A ROAD CROSSING, 60 YARDS NE OF MR. SAYTONS RESIDENCE,
 LB2396'5.745 METERS (18.85 FEET) E OF THE E AND NEAREST RAIL, 700 YARDS
 LB2396'N OF MILEPOST C 174.  THE STATION, UNDERGROUND AND REFERENCE
 LB2396'MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.  THE
 LB2396'REFERENCE MARK IS ON THE SAME SIDE AS THE STATION, 7.660 METERS
 LB2396'(25.13 FEET) FROM N 01 DEG 29 MIN E.
 LB2396
 LB2396                          STATION RECOVERY (1976)
 LB2396
 LB2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LB2396'THE STATION SURFACE MARK WAS FOUND OUT OF THE GROUND.  THE REFERENCE
 LB2396'MARK WAS NOT FOUND AND ASSUMED DESTROYED.  THERE HAS BEEN QUITE A
 LB2396'LARGE PORTION OF THE RAILROAD BANK CUT AWAY IN PAST YEARS.  THE
 LB2396'SURFACE STATION MARK WAS RECOVERED APPROXIMATELY 50 FEET FROM
 LB2396'WHERE IT WAS DESCRIBED.  THE UNDERGROUND DISK WAS NOT RECOVERED AND
 LB2396'ASSUMED DESTROYED ALSO.
 LB2396'
 LB2396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 LB2396'WALTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2416 ***********************************************************************
 ME2416  DESIGNATION -  LAPORTE ALLIS CHALMERS MFG STK
 ME2416  PID         -  ME2416
 ME2416  STATE/COUNTY-  IN/LA PORTE
 ME2416  COUNTRY     -  US
 ME2416  USGS QUAD   -  LAPORTE EAST (2019)
 ME2416
 ME2416                         *CURRENT SURVEY CONTROL
 ME2416  ______________________________________________________________________
 ME2416* NAD 83(1997) POSITION- 41 36 58.73762(N) 086 43 36.86802(W)   ADJUSTED
 ME2416  ______________________________________________________________________
 ME2416  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 ME2416  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 ME2416  HORZ ORDER      -  THIRD
 ME2416
 ME2416.The horizontal coordinates were established by classical geodetic methods
 ME2416.and adjusted by the National Geodetic Survey in May 1999.
 ME2416
 ME2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2416.GEOID18 height accuracy estimate available here.
 ME2416
 ME2416.Click photographs - Photos may exist for this station.
 ME2416
 ME2416.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2416
 ME2416. The following values were computed from the NAD 83(1997) position.
 ME2416
 ME2416;                    North         East     Units Scale Factor Converg.
 ME2416;SPC IN W     -   707,065.255   929,705.889   MT  0.99997752   +0 14 12.2
 ME2416;SPC IN W     - 2,319,763.26  3,050,210.07   sFT  0.99997752   +0 14 12.2
 ME2416;UTM  16      - 4,607,213.670   522,752.212   MT  0.99960637   +0 10 52.9
 ME2416
 ME2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2275207213(NAD 83)
 ME2416
 ME2416                          SUPERSEDED SURVEY CONTROL
 ME2416
 ME2416  NAD 83(1994)-  41 36 58.74117(N)    086 43 36.87197(W) AD(       ) 3
 ME2416  NAD 83(1986)-  41 36 58.74074(N)    086 43 36.87248(W) AD(       ) 3
 ME2416  NAD 27      -  41 36 58.59000(N)    086 43 36.79400(W) AD(       ) 3
 ME2416
 ME2416.Superseded values are not recommended for survey control.
 ME2416
 ME2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2416.See file dsdata.pdf to determine how the superseded data were derived.
 ME2416
 ME2416_MARKER: 63 = STACK
 ME2416
 ME2416  HISTORY     - Date     Condition        Report By
 ME2416  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2416  HISTORY     - 1988     GOOD             USPSQD
 ME2416
 ME2416                          STATION DESCRIPTION
 ME2416
 ME2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2416'STATION IS LOCATED IN THE NORTHERN SECTION OF LAPORTE.  IT IS IN THE
 ME2416'CENTER OF THE ALLIS
 ME2416'CHALMERS MFG. CO. PLANT.  THE STATION IS A RED BRICK STACK 14 FEET IN
 ME2416'DIAMETER, 210 FEET HIGH.  THE
 ME2416'POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 ME2416'
 ME2416'THIS IS AN INTERSECTION STATION
 ME2416
 ME2416                          STATION RECOVERY (1988)
 ME2416
 ME2416'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2427 ***********************************************************************
 ME2427  DESIGNATION -  LAPORTE CO CTHSE CLOCK TOWER
 ME2427  PID         -  ME2427
 ME2427  STATE/COUNTY-  IN/LA PORTE
 ME2427  COUNTRY     -  US
 ME2427  USGS QUAD   -  LAPORTE EAST (2019)
 ME2427
 ME2427                         *CURRENT SURVEY CONTROL
 ME2427  ______________________________________________________________________
 ME2427* NAD 83(1997) POSITION- 41 36 40.68182(N) 086 43 20.04535(W)   ADJUSTED
 ME2427  ______________________________________________________________________
 ME2427  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 ME2427  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 ME2427  HORZ ORDER      -  THIRD
 ME2427
 ME2427.The horizontal coordinates were established by classical geodetic methods
 ME2427.and adjusted by the National Geodetic Survey in May 1999.
 ME2427
 ME2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2427.GEOID18 height accuracy estimate available here.
 ME2427
 ME2427.Click photographs - Photos may exist for this station.
 ME2427
 ME2427.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2427
 ME2427. The following values were computed from the NAD 83(1997) position.
 ME2427
 ME2427;                    North         East     Units Scale Factor Converg.
 ME2427;SPC IN W     -   706,509.842   930,097.684   MT  0.99997781   +0 14 23.3
 ME2427;SPC IN W     - 2,317,941.04  3,051,495.48   sFT  0.99997781   +0 14 23.3
 ME2427;UTM  16      - 4,606,658.084   523,143.325   MT  0.99960659   +0 11 04.0
 ME2427
 ME2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2314306658(NAD 83)
 ME2427
 ME2427                          SUPERSEDED SURVEY CONTROL
 ME2427
 ME2427  NAD 83(1994)-  41 36 40.68515(N)    086 43 20.04905(W) AD(       ) 3
 ME2427  NAD 83(1986)-  41 36 40.68461(N)    086 43 20.04927(W) AD(       ) 3
 ME2427  NAD 27      -  41 36 40.52900(N)    086 43 19.97000(W) AD(       ) 3
 ME2427
 ME2427.Superseded values are not recommended for survey control.
 ME2427
 ME2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2427.See file dsdata.pdf to determine how the superseded data were derived.
 ME2427
 ME2427_MARKER: 55 = TOWER
 ME2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2427+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 ME2427
 ME2427  HISTORY     - Date     Condition        Report By
 ME2427  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2427  HISTORY     - 1988     GOOD             USPSQD
 ME2427  HISTORY     - 20020710 GOOD             INDIV
 ME2427
 ME2427                          STATION DESCRIPTION
 ME2427
 ME2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RCB)
 ME2427'STATION IS LOCATED IN THE CENTER OF LAPORTE.  THE STATION IS A 3
 ME2427'STORY BROWN STONE
 ME2427'BUILDING WITH A BELFRY AND CLOCK TOWER ON TOP ABOUT 135 FEET HIGH.
 ME2427'THE POINT OBSERVED ON WAS THE
 ME2427'APEX OF THE ROOF OF THE CLOCK TOWER.
 ME2427'
 ME2427'THIS IS AN INTERSECTION STATION
 ME2427
 ME2427                          STATION RECOVERY (1988)
 ME2427
 ME2427'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2427'RECOVERED IN GOOD CONDITION.
 ME2427
 ME2427                          STATION RECOVERY (2002)
 ME2427
 ME2427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DT)
 ME2427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3501 ***********************************************************************
 DM3501  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3501  DESIGNATION -  LAPORTE CORS ARP
 DM3501  CORS_ID     -  INLP
 DM3501  PID         -  DM3501
 DM3501  STATE/COUNTY-  IN/LA PORTE
 DM3501  COUNTRY     -  US
 DM3501  USGS QUAD   -  LAPORTE EAST (2019)
 DM3501
 DM3501                         *CURRENT SURVEY CONTROL
 DM3501  ______________________________________________________________________
 DM3501* NAD 83(2011) POSITION- 41 35 06.73293(N) 086 41 33.07236(W)   ADJUSTED
 DM3501* NAD 83(2011) ELLIP HT-   217.374 (meters)        (09/??/25)   ADJUSTED
 DM3501* NAD 83(2011) EPOCH   -  2010.00
 DM3501  ______________________________________________________________________
 DM3501  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 DM3501  NAD 83(2011) X  -    275,655.856 (meters)                     COMP
 DM3501  NAD 83(2011) Y  - -4,769,906.438 (meters)                     COMP
 DM3501  NAD 83(2011) Z  -  4,211,399.304 (meters)                     COMP
 DM3501
 DM3501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3501  Standards:
 DM3501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3501  -------------------------------------------------------------------
 DM3501  NETWORK    0.22   0.24           0.07   0.10   0.12     -0.32097600
 DM3501  -------------------------------------------------------------------
 DM3501
 DM3501.The coordinates were established by GPS observations
 DM3501.and adjusted by the National Geodetic Survey in September 2025.
 DM3501
 DM3501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3501.been affixed to the stable North American Tectonic Plate. 
 DM3501
 DM3501.The coordinates are valid at the epoch date displayed above
 DM3501.which is a decimal equivalence of Year/Month/Day.
 DM3501
 DM3501.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3501.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3501.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3501.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3501.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3501.published epoch of 2010.00.
 DM3501
 DM3501.Additional information on MYCS is available at:
 DM3501.https://geodesy.noaa.gov/CORS/index.shtml
 DM3501
 DM3501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3501.GEOID18 height accuracy estimate available here.
 DM3501
 DM3501.The PID for the CORS L1 Phase Center is DR7773.
 DM3501
 DM3501.Click photographs - Photos may exist for this station.
 DM3501
 DM3501.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3501
 DM3501.The ellipsoidal height was determined by GPS observations
 DM3501.and is referenced to NAD 83.
 DM3501
 DM3501. The following values were computed from the NAD 83(2011) position.
 DM3501
 DM3501;                    North         East     Units Scale Factor Converg.
 DM3501;SPC IN W     -   703,622.256   932,587.546   MT  0.99997973   +0 15 33.8
 DM3501;SPC IN W     - 2,308,467.35  3,059,664.31   sFT  0.99997973   +0 15 33.8
 DM3501;UTM  16      - 4,603,769.169   525,629.474   MT  0.99960808   +0 12 14.7
 DM3501
 DM3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3501!SPC IN W     -   0.99996591  x   0.99997973  =   0.99994564
 DM3501!UTM  16      -   0.99996591  x   0.99960808  =   0.99957400
 DM3501
 DM3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2562903769(NAD 83)
 DM3501
 DM3501                          SUPERSEDED SURVEY CONTROL
 DM3501
 DM3501  NAD 83(2011)-  41 35 06.73317(N)    086 41 33.07244(W) AD(2010.00) c
 DM3501  ELLIP H (06/??/19)  217.376  (m)                       GP(2010.00) c c
 DM3501  NAD 83(2011)-  41 35 06.73320(N)    086 41 33.07242(W) AD(2010.00) c
 DM3501  ELLIP H (08/??/11)  217.367  (m)                       GP(2010.00) c c
 DM3501  NAD 83(CORS)-  41 35 06.73358(N)    086 41 33.07335(W) AD(2002.00) c
 DM3501  ELLIP H (09/??/10)  217.339  (m)                       GP(2002.00) c c
 DM3501
 DM3501.Superseded values are not recommended for survey control.
 DM3501
 DM3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3501.See file dsdata.pdf to determine how the superseded data were derived.
 DM3501
 DM3501_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3501
 DM3501                          STATION DESCRIPTION
 DM3501
 DM3501'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3501'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3501'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3501'AND LOG FILES ACCESSIBLE AT:
 DM3501'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2443 ***********************************************************************
 ME2443  DESIGNATION -  LAPORTE MAGNETIC
 ME2443  PID         -  ME2443
 ME2443  STATE/COUNTY-  IN/LA PORTE
 ME2443  COUNTRY     -  US
 ME2443  USGS QUAD   -  LAPORTE WEST (2019)
 ME2443
 ME2443                         *CURRENT SURVEY CONTROL
 ME2443  ______________________________________________________________________
 ME2443* NAD 83(1997) POSITION- 41 35 19.97985(N) 086 45 18.01395(W)   ADJUSTED
 ME2443* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 ME2443  ______________________________________________________________________
 ME2443  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME2443  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 ME2443  HORZ ORDER      -  SECOND
 ME2443
 ME2443.The horizontal coordinates were established by classical geodetic methods
 ME2443.and adjusted by the National Geodetic Survey in May 1999.
 ME2443
 ME2443.The orthometric height was scaled from a topographic map.
 ME2443
 ME2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2443.GEOID18 height accuracy estimate available here.
 ME2443
 ME2443.Click photographs - Photos may exist for this station.
 ME2443
 ME2443.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2443
 ME2443. The following values were computed from the NAD 83(1997) position.
 ME2443
 ME2443;                    North         East     Units Scale Factor Converg.
 ME2443;SPC IN W     -   704,009.228   927,375.840   MT  0.99997589   +0 13 04.6
 ME2443;SPC IN W     - 2,309,736.94  3,042,565.57   sFT  0.99997589   +0 13 04.6
 ME2443;UTM  16      - 4,604,161.026   520,420.079   MT  0.99960513   +0 09 45.4
 ME2443
 ME2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2443!SPC IN W     -   0.99996690  x   0.99997589  =   0.99994279
 ME2443!UTM  16      -   0.99996690  x   0.99960513  =   0.99957204
 ME2443
 ME2443:                Primary Azimuth Mark                     Grid Az
 ME2443:SPC IN W     -  LAPORTE MAGNETIC AZ MK                   152 58 56.0
 ME2443:UTM  16      -  LAPORTE MAGNETIC AZ MK                   153 02 15.2
 ME2443
 ME2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2042004161(NAD 83)
 ME2443
 ME2443|---------------------------------------------------------------------|
 ME2443| PID    Reference Object                     Distance      Geod. Az  |
 ME2443|                                                           dddmmss.s |
 ME2443| CM3005 LAPORTE MAGNETIC RM 1                26.676 METERS 13452     |
 ME2443| CM3004 LAPORTE MAGNETIC AZ MK                             1531200.6 |
 ME2443| CM3006 LAPORTE MAGNETIC RM 2                27.966 METERS 22227     |
 ME2443|---------------------------------------------------------------------|
 ME2443
 ME2443                          SUPERSEDED SURVEY CONTROL
 ME2443
 ME2443  NAD 83(1994)-  41 35 19.98340(N)    086 45 18.01815(W) AD(       ) 2
 ME2443  NAD 83(1986)-  41 35 19.98270(N)    086 45 18.01895(W) AD(       ) 2
 ME2443  NAD 27      -  41 35 19.82860(N)    086 45 17.93490(W) AD(       ) 2
 ME2443
 ME2443.Superseded values are not recommended for survey control.
 ME2443
 ME2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2443.See file dsdata.pdf to determine how the superseded data were derived.
 ME2443
 ME2443_MARKER: V = STONE MONUMENT
 ME2443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2443
 ME2443  HISTORY     - Date     Condition        Report By
 ME2443  HISTORY     - 1909     MONUMENTED       CGS
 ME2443
 ME2443                          STATION DESCRIPTION
 ME2443
 ME2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (FAM)
 ME2443'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 ME2443'COMPLETE NEW DESCRIPTION FOLLOWS.
 ME2443'
 ME2443'THE STATION IS LOCATED 2 MILES SOUTHWEST OF LAPORTE ON THE PROPERTY OF
 ME2443'THE LAPORTE COUNTY FARM.  IT IS 0.2 MILE SOUTHEAST OF STATE HIGHWAY 2,
 ME2443'87 FEET EAST OF A FENCE LINE AND 20 FEET EAST OF THE CENTER OF A FARM
 ME2443'LANE.  THE MARK IS A 6 BY 6 INCH CUT STONE POST PROJECTING 10 INCHES
 ME2443'WITH A 3/8 INCH DRILL HOLE AND THE LETTERS USC AND GS 1909 CHISELED IN
 ME2443'THE TOP.
 ME2443'
 ME2443'REFERENCE MARK NO. 1 IS 87.52 FEET SOUTHEAST OF THE STATION.  THE MARK
 ME2443'PROJECTS 2 INCHES AND THE DISK IS STAMPED MAG NO 1 1948.
 ME2443'
 ME2443'REFERENCE MARK NO. 2 IS 91.75 FEET SOUTHWEST OF THE STATION.  IT IS 1
 ME2443'FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ME2443'IS STAMPED MAG NO 2 1948.
 ME2443'
 ME2443'THE AZIMUTH MARK IS 1.0 MILE SOUTH OF THE STATION.  IT IS 29 FEET
 ME2443'SOUTHEAST OF THE CENTER OF PAVED ROAD, 3 FEET SOUTHWEST OF A WHITE
 ME2443'WITNESS POST 2 FEET NORTHEAST OF A POWER LINE POLE AND 1 FOOT EAST OF
 ME2443'A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MAG
 ME2443'1948.
 ME2443'
 ME2443'N 152 (USC AND GS) BM IS 0.2 MILE NORTH OF THE STATION.  IT IS 15 FEET
 ME2443'NORTH OF THE CENTER OF STATE HIGHWAY 2.  IT IS A STANDARD USC AND GS
 ME2443'BENCH MARK DISK SET FLUSH IN THE NORTH RAIL OF A CONCRETE CATTLE
 ME2443'UNDERPASS AND IS STAMPED N 152 1946.
 ME2443'
 ME2443'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN LAPORTE GO
 ME2443'SOUTHWEST ON STATE HIGHWAY 2 FOR 2.3 MILES TO THE MORE WESTERLY OF 2
 ME2443'DRIVES ENTERING THE COUNTY FARM.  TURN LEFT AND GO ABOUT 50 YARDS TO A
 ME2443'GATE, TURN RIGHT AND GO THROUGH THE GATE AND FOLLOW A FARM LANE WEST
 ME2443'AND SOUTH FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2443'
 ME2443'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE COUNTY FARM GO EAST
 ME2443'ON HIGHWAY 2 FOR 0.15 MILE TO A GRAVEL ROAD EAST.  GO EAST ON THE
 ME2443'GRAVEL ROAD FOR 0.65 MILE TO A PAVED ROAD SOUTH, TURN SOUTH ON THE
 ME2443'PAVED ROAD AD GO 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ME2443'DESCRIBED.
 ME2443'
 ME2443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2419 ***********************************************************************
 ME2419  DESIGNATION -  LAPORTE MAPLE TERRACE TANK
 ME2419  PID         -  ME2419
 ME2419  STATE/COUNTY-  IN/LA PORTE
 ME2419  COUNTRY     -  US
 ME2419  USGS QUAD   -  LAPORTE EAST (2019)
 ME2419
 ME2419                         *CURRENT SURVEY CONTROL
 ME2419  ______________________________________________________________________
 ME2419* NAD 83(1997) POSITION- 41 35 44.16615(N) 086 43 33.55045(W)   ADJUSTED
 ME2419  ______________________________________________________________________
 ME2419  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME2419  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 ME2419  HORZ ORDER      -  THIRD
 ME2419
 ME2419.The horizontal coordinates were established by classical geodetic methods
 ME2419.and adjusted by the National Geodetic Survey in May 1999.
 ME2419
 ME2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2419.GEOID18 height accuracy estimate available here.
 ME2419
 ME2419.Click photographs - Photos may exist for this station.
 ME2419
 ME2419.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2419
 ME2419. The following values were computed from the NAD 83(1997) position.
 ME2419
 ME2419;                    North         East     Units Scale Factor Converg.
 ME2419;SPC IN W     -   704,764.998   929,792.222   MT  0.99997758   +0 14 14.0
 ME2419;SPC IN W     - 2,312,216.50  3,050,493.32   sFT  0.99997758   +0 14 14.0
 ME2419;UTM  16      - 4,604,914.184   522,836.292   MT  0.99960642   +0 10 54.9
 ME2419
 ME2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2283604914(NAD 83)
 ME2419
 ME2419                          SUPERSEDED SURVEY CONTROL
 ME2419
 ME2419  NAD 83(1994)-  41 35 44.16955(N)    086 43 33.55454(W) AD(       ) 3
 ME2419  NAD 83(1986)-  41 35 44.16891(N)    086 43 33.55505(W) AD(       ) 3
 ME2419  NAD 27      -  41 35 44.01300(N)    086 43 33.47500(W) AD(       ) 3
 ME2419
 ME2419.Superseded values are not recommended for survey control.
 ME2419
 ME2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2419.See file dsdata.pdf to determine how the superseded data were derived.
 ME2419
 ME2419_MARKER: 53 = ELEVATED TANK
 ME2419
 ME2419  HISTORY     - Date     Condition        Report By
 ME2419  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2419
 ME2419                          STATION DESCRIPTION
 ME2419
 ME2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2419'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAPORTE.  IT IS 0.2
 ME2419'MILE SOUTH OF THE
 ME2419'INTERSECTION OF TENTH STREET AND F STREET AND 160 FEET WEST OF F
 ME2419'STREET.  THE STATION IS A 4 LEGGED
 ME2419'STEEL STRUCTURE 110 FEET HIGH WITH A WATER TANK ATOP PAINTED
 ME2419'IN BLOCKS RED AND WHITE.  THE POINT OBSERVED
 ME2419'ON WAS THE BALL AT THE APEX OF THE ROOF OF
 ME2419'THE WATER TANK.
 ME2419'
 ME2419'THIS IS AN INTERSECTION STATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2441 ***********************************************************************
 ME2441  DESIGNATION -  LAPORTE MICROWAVE KSA 44 LT
 ME2441  PID         -  ME2441
 ME2441  STATE/COUNTY-  IN/LA PORTE
 ME2441  COUNTRY     -  US
 ME2441  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2441
 ME2441                         *CURRENT SURVEY CONTROL
 ME2441  ______________________________________________________________________
 ME2441* NAD 83(1997) POSITION- 41 39 23.33086(N) 086 45 58.13396(W)   ADJUSTED
 ME2441  ______________________________________________________________________
 ME2441  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME2441  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2441  HORZ ORDER      -  THIRD
 ME2441
 ME2441.The horizontal coordinates were established by classical geodetic methods
 ME2441.and adjusted by the National Geodetic Survey in May 1999.
 ME2441
 ME2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2441.GEOID18 height accuracy estimate available here.
 ME2441
 ME2441.Click photographs - Photos may exist for this station.
 ME2441
 ME2441.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2441
 ME2441. The following values were computed from the NAD 83(1997) position.
 ME2441
 ME2441;                    North         East     Units Scale Factor Converg.
 ME2441;SPC IN W     -   711,513.298   926,419.018   MT  0.99997525   +0 12 39.0
 ME2441;SPC IN W     - 2,334,356.55  3,039,426.39   sFT  0.99997525   +0 12 39.0
 ME2441;UTM  16      - 4,611,663.236   519,470.859   MT  0.99960467   +0 09 19.6
 ME2441
 ME2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1947011663(NAD 83)
 ME2441
 ME2441                          SUPERSEDED SURVEY CONTROL
 ME2441
 ME2441  NAD 83(1994)-  41 39 23.33432(N)    086 45 58.13769(W) AD(       ) 3
 ME2441  NAD 83(1986)-  41 39 23.33368(N)    086 45 58.13831(W) AD(       ) 3
 ME2441  NAD 27      -  41 39 23.18000(N)    086 45 58.04800(W) AD(       ) 3
 ME2441
 ME2441.Superseded values are not recommended for survey control.
 ME2441
 ME2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2441.See file dsdata.pdf to determine how the superseded data were derived.
 ME2441
 ME2441_MARKER: 44 = MICROWAVE MAST
 ME2441
 ME2441  HISTORY     - Date     Condition        Report By
 ME2441  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2441
 ME2441                          STATION DESCRIPTION
 ME2441
 ME2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2441'THE STATION IS LIGHT ATOP THE LA PORTE MICROWAVE RELAY
 ME2441'STATION.  IT IS A
 ME2441'CONCRETE STRUCTURE ABOUT 175 FEET HIGH AND 27 FEET SQUARE LOCATED
 ME2441'ABOUT 4 MILES NORTHWEST OF LA PORTE.
 ME2441'TO REACH FROM THE NORTHWEST CORNER OF THE
 ME2441'COURT HOUSE SQUARE IN LA PORTE, GO NORTHWEST ON U.S.
 ME2441'HIGHWAY 35 FOR 4.05 MILES TO A
 ME2441'SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.05 MILE TO GRAVEL DRIVE
 ME2441'LEFT, TURN LEFT AND GO SOUTH
 ME2441'FOR 0.05 MILE TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2423 ***********************************************************************
 ME2423  DESIGNATION -  LAPORTE MUN AIRPORT BEACON
 ME2423  PID         -  ME2423
 ME2423  STATE/COUNTY-  IN/LA PORTE
 ME2423  COUNTRY     -  US
 ME2423  USGS QUAD   -  LAPORTE EAST (2019)
 ME2423
 ME2423                         *CURRENT SURVEY CONTROL
 ME2423  ______________________________________________________________________
 ME2423* NAD 83(1997) POSITION- 41 34 34.59126(N) 086 43 47.69055(W)   ADJUSTED
 ME2423  ______________________________________________________________________
 ME2423  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME2423  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2423  HORZ ORDER      -  THIRD
 ME2423
 ME2423.The horizontal coordinates were established by classical geodetic methods
 ME2423.and adjusted by the National Geodetic Survey in May 1999.
 ME2423
 ME2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2423.GEOID18 height accuracy estimate available here.
 ME2423
 ME2423.Click photographs - Photos may exist for this station.
 ME2423
 ME2423.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2423
 ME2423. The following values were computed from the NAD 83(1997) position.
 ME2423
 ME2423;                    North         East     Units Scale Factor Converg.
 ME2423;SPC IN W     -   702,617.229   929,473.546   MT  0.99997735   +0 14 04.3
 ME2423;SPC IN W     - 2,305,170.03  3,049,447.79   sFT  0.99997735   +0 14 04.3
 ME2423;UTM  16      - 4,602,767.521   522,515.662   MT  0.99960624   +0 10 45.2
 ME2423
 ME2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2251502767(NAD 83)
 ME2423
 ME2423                          SUPERSEDED SURVEY CONTROL
 ME2423
 ME2423  NAD 83(1994)-  41 34 34.59468(N)    086 43 47.69494(W) AD(       ) 3
 ME2423  NAD 83(1986)-  41 34 34.59375(N)    086 43 47.69554(W) AD(       ) 3
 ME2423  NAD 27      -  41 34 34.43700(N)    086 43 47.61800(W) AD(       ) 3
 ME2423
 ME2423.Superseded values are not recommended for survey control.
 ME2423
 ME2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2423.See file dsdata.pdf to determine how the superseded data were derived.
 ME2423
 ME2423_MARKER: 21 = AIRPORT BEACON
 ME2423
 ME2423  HISTORY     - Date     Condition        Report By
 ME2423  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2423
 ME2423                          STATION DESCRIPTION
 ME2423
 ME2423'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2420 ***********************************************************************
 ME2420  DESIGNATION -  LAPORTE N IND PUB SER RAD MAST
 ME2420  PID         -  ME2420
 ME2420  STATE/COUNTY-  IN/LA PORTE
 ME2420  COUNTRY     -  US
 ME2420  USGS QUAD   -  LAPORTE EAST (2019)
 ME2420
 ME2420                         *CURRENT SURVEY CONTROL
 ME2420  ______________________________________________________________________
 ME2420* NAD 83(1997) POSITION- 41 37 01.19296(N) 086 43 07.40020(W)   ADJUSTED
 ME2420  ______________________________________________________________________
 ME2420  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME2420  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2420  HORZ ORDER      -  THIRD
 ME2420
 ME2420.The horizontal coordinates were established by classical geodetic methods
 ME2420.and adjusted by the National Geodetic Survey in May 1999.
 ME2420
 ME2420.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2420.GEOID18 height accuracy estimate available here.
 ME2420
 ME2420.Click photographs - Photos may exist for this station.
 ME2420
 ME2420.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2420
 ME2420. The following values were computed from the NAD 83(1997) position.
 ME2420
 ME2420;                    North         East     Units Scale Factor Converg.
 ME2420;SPC IN W     -   707,143.855   930,387.781   MT  0.99997803   +0 14 31.8
 ME2420;SPC IN W     - 2,320,021.13  3,052,447.24   sFT  0.99997803   +0 14 31.8
 ME2420;UTM  16      - 4,607,291.582   523,433.927   MT  0.99960676   +0 11 12.5
 ME2420
 ME2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2343307291(NAD 83)
 ME2420
 ME2420                          SUPERSEDED SURVEY CONTROL
 ME2420
 ME2420  NAD 83(1994)-  41 37 01.19632(N)    086 43 07.40399(W) AD(       ) 3
 ME2420  NAD 83(1986)-  41 37 01.19578(N)    086 43 07.40450(W) AD(       ) 3
 ME2420  NAD 27      -  41 37 01.04000(N)    086 43 07.32500(W) AD(       ) 3
 ME2420
 ME2420.Superseded values are not recommended for survey control.
 ME2420
 ME2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2420.See file dsdata.pdf to determine how the superseded data were derived.
 ME2420
 ME2420_MARKER: 42 = RADIO/TV MAST
 ME2420
 ME2420  HISTORY     - Date     Condition        Report By
 ME2420  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2420  HISTORY     - 1988     GOOD             USPSQD
 ME2420
 ME2420                          STATION DESCRIPTION
 ME2420
 ME2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2420'STATION IS LOCATED IN THE NORTHEAST SECTION OF LAPORTE.  IT IS 400
 ME2420'FEET NORTH OF THE NEW YORK
 ME2420'CENTRAL RAILROAD AND 300 FEET EAST OF LINWOOD AVENUE.  THE STATION IS
 ME2420'A 4 LEGGED STEEL STRUCTURE 150 FEET
 ME2420'HIGH PAINTED IN ALTERNATE COLORS OF RED AND WHITE.  THE
 ME2420'POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE
 ME2420'MAST.
 ME2420'
 ME2420'THIS IS AN INTERSECTION STATION
 ME2420
 ME2420                          STATION RECOVERY (1988)
 ME2420
 ME2420'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3218 ***********************************************************************
 ME3218  SACS        -  This is a Secondary Airport Control Station.
 ME3218  DESIGNATION -  LAPPORT
 ME3218  PID         -  ME3218
 ME3218  STATE/COUNTY-  IN/LA PORTE
 ME3218  COUNTRY     -  US
 ME3218  USGS QUAD   -  LAPORTE EAST (2019)
 ME3218
 ME3218                         *CURRENT SURVEY CONTROL
 ME3218  ______________________________________________________________________
 ME3218* NAD 83(2011) POSITION- 41 34 31.72883(N) 086 43 56.58368(W)   ADJUSTED
 ME3218* NAD 83(2011) ELLIP HT-   211.291 (meters)        (06/27/12)   ADJUSTED
 ME3218* NAD 83(2011) EPOCH   -  2010.00
 ME3218* NAVD 88 ORTHO HEIGHT -   245.18  (meters)      804.4   (feet) GPS OBS
 ME3218  ______________________________________________________________________
 ME3218  NAVD 88 orthometric height was determined with geoid model    GEOID09
 ME3218  GEOID HEIGHT    -        -33.863 (meters)                     GEOID09
 ME3218  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME3218  NAD 83(2011) X  -    272,377.662 (meters)                     COMP
 ME3218  NAD 83(2011) Y  - -4,770,808.105 (meters)                     COMP
 ME3218  NAD 83(2011) Z  -  4,210,587.427 (meters)                     COMP
 ME3218  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 ME3218
 ME3218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3218  Standards:
 ME3218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3218  -------------------------------------------------------------------
 ME3218  NETWORK    0.68   1.02           0.29   0.26   0.52     -0.14932747
 ME3218  -------------------------------------------------------------------
 ME3218  Click here for local accuracies and other accuracy information.
 ME3218
 ME3218.This mark is at La Porte Airport (3LP)
 ME3218.This mark is at La Porte Municipal Airport  (PPO)
 ME3218
 ME3218.The horizontal coordinates were established by GPS observations
 ME3218.and adjusted by the National Geodetic Survey in June 2012.
 ME3218
 ME3218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3218.been affixed to the stable North American tectonic plate. See 
 ME3218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3218
 ME3218.The horizontal coordinates are valid at the epoch date displayed above
 ME3218.which is a decimal equivalence of Year/Month/Day.
 ME3218
 ME3218.The orthometric height was determined by GPS observations and a
 ME3218.high-resolution geoid model.
 ME3218
 ME3218.GPS derived orthometric heights for airport stations designated as
 ME3218.PACS or SACS are published to 2 decimal places.  This maintains
 ME3218.centimeter relative accuracy between the PACS and SACS.  It does
 ME3218.not indicate centimeter accuracy relative to other marks which are
 ME3218.part of the published vertical control network.
 ME3218
 ME3218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3218.GEOID18 height accuracy estimate available here.
 ME3218
 ME3218.Click photographs - Photos may exist for this station.
 ME3218
 ME3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3218
 ME3218.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3218
 ME3218.The ellipsoidal height was determined by GPS observations
 ME3218.and is referenced to NAD 83.
 ME3218
 ME3218. The following values were computed from the NAD 83(2011) position.
 ME3218
 ME3218;                    North         East     Units Scale Factor Converg.
 ME3218;SPC IN W     -   702,528.082   929,267.892   MT  0.99997720   +0 13 58.4
 ME3218;SPC IN W     - 2,304,877.55  3,048,773.08   sFT  0.99997720   +0 13 58.4
 ME3218;UTM  16      - 4,602,678.605   522,309.999   MT  0.99960613   +0 10 39.3
 ME3218
 ME3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3218!SPC IN W     -   0.99996686  x   0.99997720  =   0.99994406
 ME3218!UTM  16      -   0.99996686  x   0.99960613  =   0.99957300
 ME3218
 ME3218:                Primary Azimuth Mark                     Grid Az
 ME3218:SPC IN W     -  LAPPORT AZ MK                            201 20 16.7
 ME3218:UTM  16      -  LAPPORT AZ MK                            201 23 35.8
 ME3218
 ME3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2230902678(NAD 83)
 ME3218
 ME3218|---------------------------------------------------------------------|
 ME3218| PID    Reference Object                     Distance      Geod. Az  |
 ME3218|                                                           dddmmss.s |
 ME3218| ME3219 LAPPORT AZ MK                       APPROX. 0.8 KM 2013415.1 |
 ME3218|---------------------------------------------------------------------|
 ME3218
 ME3218                          SUPERSEDED SURVEY CONTROL
 ME3218
 ME3218  NAD 83(2007)-  41 34 31.72904(N)    086 43 56.58453(W) AD(2002.00) 1
 ME3218  ELLIP H (10/27/10)  211.301  (m)                       GP(2002.00) 4 2
 ME3218  NAD 83(1997)-  41 34 31.72827(N)    086 43 56.58414(W) AD(       ) 3
 ME3218  ELLIP H (05/25/99)  211.315  (m)                       GP(       ) 4 1
 ME3218  NAD 83(1994)-  41 34 31.73209(N)    086 43 56.59019(W) AD(       ) 3
 ME3218  NAD 83(1986)-  41 34 31.73386(N)    086 43 56.58989(W) AD(       ) 3
 ME3218  NAD 27      -  41 34 31.59129(N)    086 43 56.50979(W) AD(       ) 3
 ME3218  NGVD 29 (02/23/89)  245.24   (m)  RAPSU86  model used  GPS OBS        
 ME3218
 ME3218.Superseded values are not recommended for survey control.
 ME3218
 ME3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3218.See file dsdata.pdf to determine how the superseded data were derived.
 ME3218
 ME3218_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3218_STAMPING: LAPPORT 1986
 ME3218_MARK LOGO: NGS
 ME3218_PROJECTION: FLUSH
 ME3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3218+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 ME3218
 ME3218  HISTORY     - Date     Condition        Report By
 ME3218  HISTORY     - 1988     MONUMENTED       NGS
 ME3218  HISTORY     - 20091103 GOOD             WOOLPT
 ME3218
 ME3218                          STATION DESCRIPTION
 ME3218
 ME3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3218'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHEAST OF MICHIGAN
 ME3218'CITY, 3.2 KM (2.00 MI) SOUTH OF LA PORTE AND AT THE LA PORTE
 ME3218'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LA PORTE, 2341 SOUTH STATE
 ME3218'HIGHWAY 39, LA PORTE, IN 46350, PHONE 219-362-7018.  AIRPORT MANAGER
 ME3218'IS BILL BEACH.
 ME3218'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 39 IN
 ME3218'THE WEST SECTION OF LA PORTE, GO SOUTH ON STATE HIGHWAY 39 FOR 3.38
 ME3218'KM (2.10 MI) TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO EAST
 ME3218'FOR 0.16 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE SOUTHWEST CORNER
 ME3218'OF OFFICE, GO NORTHEAST ACROSS APRON FOR 0.7 KM (0.45 MI) TO A
 ME3218'TAXIWAY.  BEAR RIGHT ONTO TAXIWAY AND GO EASTERLY FOR 0.14 KM
 ME3218'(0.10 MI) TO RUNWAY.  TURN LEFT AND GO NORTH ON RUNWAY FOR 0.48 KM
 ME3218'(0.30 MI) TO STATION ON THE RIGHT.
 ME3218'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---LAPPORT
 ME3218'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3218'FLUSH WITH THE GROUND.  LOCATED 34.1 M (111.9 FT) EAST FROM THE
 ME3218'CENTER OF RUNWAY, 7.8 M (25.6 FT) SOUTH FROM CENTER OF TAXIWAY AND
 ME3218'0.79 M (2.6 FT) SOUTH FROM A BLUE TAXIWAY MARKER LIGHT AND A
 ME3218'FIBERGLASS WITNESS POST.
 ME3218'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3218'DESCRIBED BY D.L. ADAMS.
 ME3218
 ME3218                          STATION RECOVERY (2009)
 ME3218
 ME3218'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 ME3218'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ME3218'
 ME3218'NOTE-UPDATES TO THE DESCRIPTION ARE AS FOLLOWS. OWNERSHIP--LA PORT
 ME3218'AIRPORT AUTHORITY, 2341 STATE ROAD 39S, LA PORT, IN 46350. PHONE
 ME3218'219.324.3393. PLEASE CALL 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE
 ME3218'CONTROL MARK.
 ME3218'
 ME3218'THE STATION 45.6 FT (13.9 M) WEST-SOUTHWEST OF A 2 FT (0.6 M) BY 2 FT
 ME3218'(0.6 M) CONCRETE DUCTWORK ACCESS COVER, 29.4 FT (9.0 M)
 ME3218'SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY --A4--, 70.8 FT (21.6 M)
 ME3218'EAST-SOUTHEAST OF THE EASTERLY EDGE OF RUNWAY AND 3 FT (0.9 M) SOUTH
 ME3218'OF AN ORANGE FIBERGLASS WITNESS POST.
 ME3218'
 ME3218'NOTE2--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 ME3218'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2119 ***********************************************************************
 LA2119  DESIGNATION -  LARUE
 LA2119  PID         -  LA2119
 LA2119  STATE/COUNTY-  IN/GRANT
 LA2119  COUNTRY     -  US
 LA2119  USGS QUAD   -  FAIRMOUNT (2019)
 LA2119
 LA2119                         *CURRENT SURVEY CONTROL
 LA2119  ______________________________________________________________________
 LA2119* NAD 83(1997) POSITION- 40 26 14.91944(N) 085 38 32.96077(W)   ADJUSTED
 LA2119* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2119  ______________________________________________________________________
 LA2119  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LA2119  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LA2119  HORZ ORDER      -  FIRST
 LA2119
 LA2119.The horizontal coordinates were established by classical geodetic methods
 LA2119.and adjusted by the National Geodetic Survey in May 1999.
 LA2119
 LA2119.The orthometric height was scaled from a topographic map.
 LA2119
 LA2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2119.GEOID18 height accuracy estimate available here.
 LA2119
 LA2119.Click photographs - Photos may exist for this station.
 LA2119
 LA2119.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2119
 LA2119. The following values were computed from the NAD 83(1997) position.
 LA2119
 LA2119;                    North         East     Units Scale Factor Converg.
 LA2119;SPC IN E     -   576,093.306   102,051.311   MT  0.99996672   +0 00 56.5
 LA2119;SPC IN E     - 1,890,066.12    334,813.34   sFT  0.99996672   +0 00 56.5
 LA2119;UTM  16      - 4,477,199.572   615,135.585   MT  0.99976318   +0 52 50.2
 LA2119
 LA2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2119!SPC IN E     -   0.99996413  x   0.99996672  =   0.99993086
 LA2119!UTM  16      -   0.99996413  x   0.99976318  =   0.99972732
 LA2119
 LA2119:                Primary Azimuth Mark                     Grid Az
 LA2119:SPC IN E     -  LARUE AZ MK                              089 34 23.8
 LA2119:UTM  16      -  LARUE AZ MK                              088 42 30.1
 LA2119
 LA2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1513577199(NAD 83)
 LA2119
 LA2119|---------------------------------------------------------------------|
 LA2119| PID    Reference Object                     Distance      Geod. Az  |
 LA2119|                                                           dddmmss.s |
 LA2119| LA2197 MARION VETERANS HOSPITAL STACK      APPROX. 9.0 KM 0044447.3 |
 LA2119| LA2125 JONESBORO PARANITE WIRE CO TK       APPROX. 5.7 KM 0095124.4 |
 LA2119| LA2124 JONESBORO PARANITE WIRE AND STEEL S APPROX. 5.6 KM 0104527.4 |
 LA2119| LA2107 GAS CITY ILL GLASS CO STACK         APPROX. 5.4 KM 0240157.0 |
 LA2119| LA2103 UPLAND TAYLOR U ADMIN BLDG TWR      APPROX.12.7 KM 0792946.3 |
 LA2119| CC8762 LARUE AZ MK                                        0893520.3 |
 LA2119| CC8763 LARUE RM 1                           29.684 METERS 11329     |
 LA2119| LA2122 FAIRMOUNT MUNICIPAL TANK            APPROX. 2.6 KM 1995254.9 |
 LA2119| CC8764 LARUE RM 2                           44.065 METERS 24459     |
 LA2119| LA2196 MARION IND FIBRE PROD CO TANK       APPROX.10.6 KM 3502739.5 |
 LA2119| LA2193 MARION GRANT CO CTHSE DOME          APPROX.13.5 KM 3535942.3 |
 LA2119|---------------------------------------------------------------------|
 LA2119
 LA2119                          SUPERSEDED SURVEY CONTROL
 LA2119
 LA2119  NAD 83(1995)-  40 26 14.92264(N)    085 38 32.97361(W) AD(       ) 1
 LA2119  NAD 83(1986)-  40 26 14.92268(N)    085 38 32.97421(W) AD(       ) 1
 LA2119  NAD 27      -  40 26 14.78040(N)    085 38 33.06400(W) AD(       ) 1
 LA2119
 LA2119.Superseded values are not recommended for survey control.
 LA2119
 LA2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2119.See file dsdata.pdf to determine how the superseded data were derived.
 LA2119
 LA2119_MARKER: DS = TRIANGULATION STATION DISK
 LA2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2119_STAMPING: LARUE 1934
 LA2119_MARK LOGO: CGS
 LA2119_PROJECTION: RECESSED 30 CENTIMETERS
 LA2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2119+STABILITY: SURFACE MOTION
 LA2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2119+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 LA2119
 LA2119  HISTORY     - Date     Condition        Report By
 LA2119  HISTORY     - 1934     MONUMENTED       CGS
 LA2119  HISTORY     - 1948     GOOD             CGS
 LA2119  HISTORY     - 1955     GOOD             CGS
 LA2119  HISTORY     - 20040930 GOOD             BFSINC
 LA2119
 LA2119                          STATION DESCRIPTION
 LA2119
 LA2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2119'ABOUT 1.5 MILES NORTH OF THE TOWN OF FAIRMOUNT ON THE NORTH SIDE OF A
 LA2119'GRAVEL ROAD, ON LAND OWNED BY PAUL LARUE AND FARMED BY LEO SMITH (WHO
 LA2119'LIVES ABOUT 0.35 MILE NORTH OF THE STATION), IN THE SOUTHERN PART OF A
 LA2119'SMALL PASTURE.
 LA2119'
 LA2119'IT IS 31-1/2 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 91 FEET
 LA2119'EAST-NORTHEAST OF SOUTHWEST CORNER POST OF THE PASTURE, 16-1/2 FEET
 LA2119'NORTH OF FENCE LINE, 28-1/2 FEET EAST-NORTHEAST OF 20-INCH OAK TREE,
 LA2119'ABOUT 0.1 MILE EAST OF THE CROSSROADS, ABOUT 0.1 MILE SOUTHEAST OF A
 LA2119'BRICK HOUSE, ABOUT 0.2 MILE WEST OF THE BIG FOUR RAILROAD TRACKS, AND
 LA2119'IS 12 INCHES BELOW THE SURFACE.
 LA2119'
 LA2119'TO REACH FROM THE FAIRMOUNT POST OFFICE, GO NORTH ON EAST MAIN STREET
 LA2119'FOR 1.5 MILES TO A GRAVEL CROSS ROAD, THENCE EAST FOR 0.1 MILE TO THE
 LA2119'STATION SITE.
 LA2119'
 LA2119'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2119'DISKS SET IN CONCRETE.
 LA2119'
 LA2119'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 0.8 FOOT SOUTH
 LA2119'OF THE EAST-WEST FENCE LINE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LA2119'ROAD, AND PROJECTS 9 INCHES.
 LA2119'
 LA2119'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 0.5 FOOT SOUTH
 LA2119'OF FENCE LINE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 LA2119'WEST OF FENCE CORNER, AND PROJECTS 7 INCHES.
 LA2119'
 LA2119'AZIMUTH MARK IS EAST OF THE STATION, 43.5 FEET WEST OF THE WEST RAIL
 LA2119'OF THE BIG FOUR RAILROAD, 3 FEET WEST OF RAILROAD RIGHT-OF-WAY, 65
 LA2119'FEET SOUTH OF CENTER LINE OF ROAD, AND PROJECTS 4 INCHES.
 LA2119
 LA2119                          STATION RECOVERY (1948)
 LA2119
 LA2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2119'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LA2119'GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 LA2119'
 LA2119'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2119
 LA2119                          STATION RECOVERY (1955)
 LA2119
 LA2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2119'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 LA2119'CONDITION.  A DISCREPANCY WAS NOTED ON THE DIRECTION AND DISTANCE TO
 LA2119'THE AZIMUTH MARK.  THE LAND IS NOW OWNED BY MR. J. RUSSELL GADDIS.
 LA2119'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 LA2119'
 LA2119'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 LA2119
 LA2119                          STATION RECOVERY (2004)
 LA2119
 LA2119'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LA2119'THE GRAVEL ROAD IN THE DESCRIPTION IS NOW PAVED, IT IS COUNTY ROAD 800
 LA2119'SOUTH.  THE FENCE LINE AND OAK TREE CALLED NO LONGER EXIST.  THE MARK
 LA2119'IS 8-INCHES BELOW THE GROUND IN A CULTIVATED FIELD.  REFERENCE MARKS 1
 LA2119'AND 2 WERE FOUND.  THE AZIMUTH MARKER WAS ALSO FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0989 ***********************************************************************
 MD0989  DESIGNATION -  LARWELL AZ MK
 MD0989  PID         -  MD0989
 MD0989  STATE/COUNTY-  IN/WHITLEY
 MD0989  COUNTRY     -  US
 MD0989  USGS QUAD   -  PIERCETON (2019)
 MD0989
 MD0989                         *CURRENT SURVEY CONTROL
 MD0989  ______________________________________________________________________
 MD0989* NAD 83(1986) POSITION- 41 10 59.34   (N) 085 37 31.22   (W)   HD_HELD1
 MD0989* NAVD 88 ORTHO HEIGHT -   296.360 (meters)      972.31  (feet) ADJUSTED
 MD0989  ______________________________________________________________________
 MD0989  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 MD0989  DYNAMIC HEIGHT  -        296.238 (meters)      971.91  (feet) COMP
 MD0989  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 MD0989
 MD0989  VERT ORDER      -  FIRST     CLASS I
 MD0989
 MD0989.The horizontal coordinates were determined by differentially corrected
 MD0989.hand held GPS observations or other comparable positioning techniques
 MD0989.and have an estimated accuracy of +/- 3 meters.
 MD0989
 MD0989.The orthometric height was determined by differential leveling and
 MD0989.adjusted by the NATIONAL GEODETIC SURVEY
 MD0989.in June 1991.
 MD0989
 MD0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0989.GEOID18 height accuracy estimate available here.
 MD0989
 MD0989.Click photographs - Photos may exist for this station.
 MD0989
 MD0989.The dynamic height is computed by dividing the NAVD 88
 MD0989.geopotential number by the normal gravity value computed on the
 MD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0989.degrees latitude (g = 980.6199 gals.).
 MD0989
 MD0989.The modeled gravity was interpolated from observed gravity values.
 MD0989
 MD0989;                    North         East    Units  Estimated Accuracy
 MD0989;SPC IN E     -   658,898.2     103,467.4     MT  (+/- 3 meters HH1 GPS) 
 MD0989
 MD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1529159999(NAD 83)
 MD0989
 MD0989                          SUPERSEDED SURVEY CONTROL
 MD0989
 MD0989  NGVD 29 (??/??/92)  296.502  (m)          972.77   (f) ADJ UNCH    1 1
 MD0989
 MD0989.Superseded values are not recommended for survey control.
 MD0989
 MD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0989.See file dsdata.pdf to determine how the superseded data were derived.
 MD0989
 MD0989_MARKER: DZ = AZIMUTH MARK DISK
 MD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0989_STAMPING: LARWELL 1946
 MD0989_MARK LOGO: CGS
 MD0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0989+STABILITY: SURFACE MOTION
 MD0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0989+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD0989
 MD0989  HISTORY     - Date     Condition        Report By
 MD0989  HISTORY     - 1946     MONUMENTED       CGS
 MD0989  HISTORY     - 1968     GOOD             CGS
 MD0989  HISTORY     - 19921007 GOOD             NGS
 MD0989
 MD0989                          STATION DESCRIPTION
 MD0989
 MD0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0989'AT LARWILL.
 MD0989'AT LARWILL, IN SECTION 32, R 8 E, T 32 N, ABOUT 0.15 MILE
 MD0989'NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF U.S.
 MD0989'HIGHWAY 30, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A WHITE
 MD0989'FRAME HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MD0989'13 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET SOUTH
 MD0989'OF THE WEST ONE OF 4 ROUND CEDAR TREES, 1 FOOT ABOVE THE LEVEL
 MD0989'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0989'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0989
 MD0989                          STATION RECOVERY (1992)
 MD0989
 MD0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0989'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0989'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 7.3 KM (4.55 MI)
 MD0989'EASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.2 KM (0.10 MI) NORTHERLY
 MD0989'ALONG STATE HIGHWAY 5, 5.8 M (19.0 FT) EAST OF THE HIGHWAY
 MD0989'CENTERLINE, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A GRAVELED
 MD0989'DRIVEWAY, 0.6 M (2.0 FT) SOUTH OF A 6-INCH CEDAR TREE, 0.3 M (1.0 FT)
 MD0989'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 MD0989'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0991 ***********************************************************************
 MD0991  DESIGNATION -  LARWELL RESET
 MD0991  PID         -  MD0991
 MD0991  STATE/COUNTY-  IN/WHITLEY
 MD0991  COUNTRY     -  US
 MD0991  USGS QUAD   -  LORANE (2019)
 MD0991
 MD0991                         *CURRENT SURVEY CONTROL
 MD0991  ______________________________________________________________________
 MD0991* NAD 83(1997) POSITION- 41 11 07.20970(N) 085 37 26.33471(W)   ADJUSTED
 MD0991* NAVD 88 ORTHO HEIGHT -   299.187 (meters)      981.58  (feet) ADJUSTED
 MD0991  ______________________________________________________________________
 MD0991  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 MD0991  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 MD0991  DYNAMIC HEIGHT  -        299.064 (meters)      981.18  (feet) COMP
 MD0991  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 MD0991
 MD0991  HORZ ORDER      -  SECOND
 MD0991  VERT ORDER      -  FIRST     CLASS I
 MD0991
 MD0991.The horizontal coordinates were established by classical geodetic methods
 MD0991.and adjusted by the National Geodetic Survey in May 1999.
 MD0991
 MD0991.The orthometric height was determined by differential leveling and
 MD0991.adjusted by the NATIONAL GEODETIC SURVEY
 MD0991.in June 1991.
 MD0991
 MD0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0991.GEOID18 height accuracy estimate available here.
 MD0991
 MD0991.Click photographs - Photos may exist for this station.
 MD0991
 MD0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0991
 MD0991.The dynamic height is computed by dividing the NAVD 88
 MD0991.geopotential number by the normal gravity value computed on the
 MD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0991.degrees latitude (g = 980.6199 gals.).
 MD0991
 MD0991.The modeled gravity was interpolated from observed gravity values.
 MD0991
 MD0991. The following values were computed from the NAD 83(1997) position.
 MD0991
 MD0991;                    North         East     Units Scale Factor Converg.
 MD0991;SPC IN E     -   659,141.011   103,581.096   MT  0.99996682   +0 01 41.2
 MD0991;SPC IN E     - 2,162,531.80    339,832.31   sFT  0.99996682   +0 01 41.2
 MD0991;UTM  16      - 4,560,244.057   615,401.956   MT  0.99976390   +0 54 22.3
 MD0991
 MD0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0991!SPC IN E     -   0.99995829  x   0.99996682  =   0.99992511
 MD0991!UTM  16      -   0.99995829  x   0.99976390  =   0.99972220
 MD0991
 MD0991:                Primary Azimuth Mark                     Grid Az
 MD0991:SPC IN E     -  LARWELL AZ MK                            205 11 01.2
 MD0991:UTM  16      -  LARWELL AZ MK                            204 18 20.1
 MD0991
 MD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1540160244(NAD 83)
 MD0991
 MD0991|---------------------------------------------------------------------|
 MD0991| PID    Reference Object                     Distance      Geod. Az  |
 MD0991|                                                           dddmmss.s |
 MD0991| MD0992 LARWELL RM 3                         28.048 METERS 13910     |
 MD0991| MD1640 SOUTH WHITLEY MUNICIPAL TANK        APPROX.11.0 KM 1815824.1 |
 MD0991| MD0989 LARWELL AZ MK                                      2051242.4 |
 MD0991| MD0990 LARWELL RM 4                         30.028 METERS 22432     |
 MD0991| CC8766 LARWELL RM 2                         26.676 METERS 25951     |
 MD0991| CC8765 LARWELL RM 1                         23.037 METERS 33606     |
 MD0991|---------------------------------------------------------------------|
 MD0991
 MD0991                          SUPERSEDED SURVEY CONTROL
 MD0991
 MD0991  NAD 83(1995)-  41 11 07.21327(N)    085 37 26.34279(W) AD(       ) 2
 MD0991  NAD 83(1986)-  41 11 07.21292(N)    085 37 26.34541(W) AD(       ) 2
 MD0991  NAD 27      -  41 11 07.04980(N)    085 37 26.40030(W) AD(       ) 2
 MD0991  NGVD 29 (??/??/92)  299.330  (m)          982.05   (f) ADJ UNCH    1 1
 MD0991
 MD0991.Superseded values are not recommended for survey control.
 MD0991
 MD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0991.See file dsdata.pdf to determine how the superseded data were derived.
 MD0991
 MD0991_MARKER: DS = TRIANGULATION STATION DISK
 MD0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0991_STAMPING: LARWELL 1946 1961
 MD0991_MARK LOGO: CGS
 MD0991_PROJECTION: RECESSED 46 CENTIMETERS
 MD0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0991+STABILITY: SURFACE MOTION
 MD0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0991+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD0991
 MD0991  HISTORY     - Date     Condition        Report By
 MD0991  HISTORY     - 1946     MONUMENTED       CGS
 MD0991  HISTORY     - 1947     GOOD             CGS
 MD0991  HISTORY     - 1956     MARK NOT FOUND   USGS
 MD0991  HISTORY     - 1961     GOOD             CGS
 MD0991  HISTORY     - 1968     GOOD             CGS
 MD0991  HISTORY     - 1968     GOOD             CGS
 MD0991  HISTORY     - 19921007 GOOD             NGS
 MD0991
 MD0991                          STATION DESCRIPTION
 MD0991
 MD0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0991'THIS STATION IS LOCATED ABOUT 1 MILE NORTH OF LARWELL, ABOUT 250 FEET
 MD0991'EAST OF STATE HIGHWAY NO.  5.  IT IS ON THE TOP OF A BALD HILL WHICH
 MD0991'IS THE HIGHEST IN THE VICINITY.  THE MARK PROJECTS 6 INCHES AND THE
 MD0991'DISK IS STAMPED LARWELL 1946.
 MD0991'
 MD0991'REFERENCE MARK NO. 1 IS 75.58 FEET NORTHWEST OF THE STATION.  THE MARK
 MD0991'PROJECTS 6 INCHES AND THE DISK IS STAMPED LARWELL NO 1 1946.
 MD0991'
 MD0991'REFERENCE MARK NO. 2 IS 87.52 FEET SOUTHWEST OF THE STATION.  THE MARK
 MD0991'PROJECTS 6 INCHES AND THE DISK IS STAMPED LARWELL NO 2 19469
 MD0991'
 MD0991'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 32 FEET
 MD0991'EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 5 AND 2 FEET NORTHWEST OF
 MD0991'A FENCE CORNER.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 MD0991'LARWELL 1946.
 MD0991'
 MD0991'TO REACH THE STATION FROM LARWELL, GO NORTH ON STATE HIGHWAY 5 FOR 0.4
 MD0991'MILE TO HIGH HILL AND A WOODEN GATE ON THE RIGHT, LEADING TO A
 MD0991'PASTURE.  GO THROUGH GATE AND CONTINUE FOR 250 FEET TO TOP OF HILL AND
 MD0991'THE STATION AS DESCRIBED.
 MD0991'
 MD0991'TO REACH THE AZIMUTH FROM THE STATION, GO BACK TO GATE, TURN LEFT AND
 MD0991'GO SOUTH ON STATE HIGHWAY 5 FOR 0.2 MILE TO A FARM HOUSE AND THE
 MD0991'AZIMUTH ON LEFT AS DESCRIBED.
 MD0991'
 MD0991'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0991
 MD0991                          STATION RECOVERY (1947)
 MD0991
 MD0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0991'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1946 AND ALL MARKS
 MD0991'WERE FOUND IN GOOD CONDITION.
 MD0991
 MD0991                          STATION RECOVERY (1956)
 MD0991
 MD0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MD0991'STATION WAS NOT FOUND.
 MD0991'
 MD0991'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 MD0991
 MD0991                          STATION RECOVERY (1961)
 MD0991
 MD0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 MD0991'SUBSURFACE STATION, AZIMUTH, AND NO. 2 REF. MARKS RECOVERED IN GOOD
 MD0991'CONDITION.  THE NO.  1 R.M. FOUND UPROOTED.  NOS. 1 AND 2 WERE RESET
 MD0991'AS NOS. 3 AND 4 R.M.S.  SURFACE STATION MARK, PLOW SCARRED AND 0.013
 MD0991'METER OR 0.043 FEET SE OF SUBSURFACE, WAS PRESUMED DISTURBED.
 MD0991'SUBSURFACE MARK POSITION HELD FIXED AND BOTH MARKS WERE LOWERED.
 MD0991'
 MD0991'ABOUT ONE-HALF MILE N OF CENTER OF TOWN OF LARWILL, 0.3 MILE N OF NO.
 MD0991'30 U. S. HWY., ABOUT 125 YARDS E OF NO. 5 INDIANA HWY., 15 YARDS SW OF
 MD0991'HIGHEST POINT OF THE HILL, 16 FEET WNW OF 12-INCH MAPLE, 11 FEET N OF
 MD0991'THE LINE OF THREE MAPLES, BOTH DISKS ARE STAMPED LARWELL 1946 1961
 MD0991'WITH THE UPPER MARK SET 1.5 FEET BELOW THE GROUND SURFACE.
 MD0991'
 MD0991'REFERENCE STAMPED LARWELL NO. 3 1946 1961, NOTE 11A, PROJECTS 0.1
 MD0991'FOOT, IS 28.048 M.  OR 92.02 FEET SE IN AZIMUTH 319 DEG 10 MIN 16 SEC
 MD0991'FROM THE STATION, ON PROPERTY LINE, 80-1/2 FEET W OF PROPERTY CORNER,
 MD0991'129.27 FEET E OF NO. 4 R.M., AND 2.8 FEET W OF STEEL WITNESS POST.
 MD0991'
 MD0991'REFERENCE STAMPED LARWELL NO. 4 1946 1961, NOTE 11A, FLUSH, IS 30.028
 MD0991'METERS OR 98.52 FEET SW IN AZIMUTH 44 DEG 31 MIN 38 SEC FROM THE
 MD0991'STATION, ON E-W PROPERTY LINE, 308 FEET E OF CENTER LINE OF NO. 5
 MD0991'INDIANA HWY., AND 1.9 FEET E OF STEEL WITNESS POST.
 MD0991'
 MD0991'AZIMUTH MARK STAMPED LARWELL 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS
 MD0991'ABOUT 0.2 MILE SSW IN AZIMUTH 25 DEG 12 MIN 45 SEC FROM THE STATION,
 MD0991'AN ESTIMATED 150 YARDS N OF INTERSECTION OF NO.  30 U.S. AND NO. 5
 MD0991'INDIANA HIGHWAYS, 47 FEET S OF A TELEPHONE POLE, 20 FEET E OF CENTER
 MD0991'LINE OF NO. 5 HWY., AND 8-1/2 FEET S OF PROJECTED PLANE OF S WALL OF
 MD0991'ONE-STORY FRAME HOUSE ON E SIDE OF HIGHWAY.
 MD0991
 MD0991                          STATION RECOVERY (1968)
 MD0991
 MD0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD0991'THE STATION, REFERENCE MARKS NO. 3 AND 4 AND THE AZIMUTH MARK WERE ALL
 MD0991'RECOVERED AND IN GOOD CONDITION.
 MD0991'
 MD0991'THE STATION IS AT LARWILL, (ERRONEOUSLY CALLED LARWELL IN QUAD 410853
 MD0991'RCB 1946) ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE
 MD0991'INTERSECTION OF U.S. HIGHWAY 30, ABOUT 125 YARDS EAST OF THE CENTER
 MD0991'LINE OF THE HIGHWAY, ON TOP AND NEAR THE SOUTHWEST EDGE OF THE HIGHEST
 MD0991'POINT OF A KNOLL, ABOUT 50 YARDS WEST OF THE SOUTHWEST CORNER OF A
 MD0991'SMALL STAND OF TIMBER, 16 FEET NORTHWEST OF A 14-INCH MAPLE TREE (THE
 MD0991'THIRD MAPLE TREE WEST OF THE WEST END OF A ROW OF TREES), 11 FEET
 MD0991'NORTH OF A ROW OF TREES, 2 FEET BELOW THE TOP OF THE KNOLL AND SET IN
 MD0991'THE TOP OF A CONCRETE POST 1-1/2 FEET BELOW THE LEVEL OF THE GROUND.
 MD0991'THE DISK IS STAMPED LARWELL 1946 1961.
 MD0991'
 MD0991'RM NO. 3 IS 92.0 FEET SOUTHEAST OF THE STATION MARK, 129.3 FEET EAST
 MD0991'OF RM 4, 67 FEET SOUTHWEST OF A 14-INCH MAPLE TREE, 2.7 FEET WEST OF A
 MD0991'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST 2 INCHES
 MD0991'UNDERGROUND.  THE DISK IS STAMPED LARWELL NO 3 1946 1961.
 MD0991'
 MD0991'RM 4 IS 98.5 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 310 FEET
 MD0991'EAST OF THE CENTER LINE OF THE HIGHWAY, 60-1/2 FEET SOUTHEAST OF A 14-
 MD0991'INCH ELM TREE (THE WEST ONE OF A ROW OF MAPLE TREES)  24-1/2 FEET
 MD0991'NORTH OF THE EXTENDED LINE OF THE NORTH END OF A ONE STORY FRAME
 MD0991'HOUSE, 1.8 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 MD0991'CONCRETE POST 2 INCHES UNDERGROUND.  THE DISK IS STAMPED LARWELL NO 4
 MD0991'1946 1961.
 MD0991'
 MD0991'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 5 FROM
 MD0991'THE STATION, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A WHITE
 MD0991'FRAME HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 MD0991'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET SOUTH OF THE WEST ONE
 MD0991'OF 4 ROUND CEDAR TREES, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET
 MD0991'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 MD0991'THE GROUND.  THE DISK IS STAMPED LARWELL 1946.
 MD0991
 MD0991                          STATION RECOVERY (1968)
 MD0991
 MD0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0991'AT LARWILL.
 MD0991'AT LARWILL, IN SECTION 32, R 8 E, T 32 N, ABOUT 0.3 MILE NORTH
 MD0991'ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF U.S. HIGHWAY
 MD0991'30, ABOUT 125 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY,
 MD0991'ON TOP AND AT THE SOUTHWEST EDGE OF THE HIGHEST POINT OF A
 MD0991'KNOLL, ABOUT 50 YARDS WEST OF THE SOUTHWEST CORNER OF A SMALL
 MD0991'STAND OF TIMBER, 16 FEET NORTHWEST OF A 14-INCH MAPLE TREE,
 MD0991'(THE THIRD MAPLE TREE WEST OF THE WEST END OF A ROW OF TREES),
 MD0991'11 FEET NORTH OF THE ROW OF TREES, TWO FEET BELOW THE TOP OF
 MD0991'THE KNOLL AND SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET
 MD0991'BELOW THE LEVEL OF THE GROUND.
 MD0991
 MD0991                          STATION RECOVERY (1992)
 MD0991
 MD0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0991'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0991'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 7.3 KM (4.55 MI)
 MD0991'EASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.5 KM (0.30 MI) NORTHERLY
 MD0991'ALONG STATE HIGHWAY 5, NEAR THE CENTER OF A KNOLL, 111.3 M (365.2 FT)
 MD0991'EAST OF THE HIGHWAY CENTERLINE, 45.7 M (149.9 FT) WEST OF A TREE
 MD0991'LINE, 30.0 M (98.4 FT) NORTHEAST OF REFERENCE MARK 4, 28.0 M (91.9
 MD0991'FT) NORTHWEST OF LARWELL RM 3, 10.0 M (32.8 FT) ABOVE THE LEVEL OF
 MD0991'THE HIGHWAY, 4.9 M (16.1 FT) NORTHWEST OF A 16-INCH MAPLE TREE, 3.4 M
 MD0991'(11.2 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.4 M
 MD0991'(1.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0992 ***********************************************************************
 MD0992  DESIGNATION -  LARWELL RM 3
 MD0992  PID         -  MD0992
 MD0992  STATE/COUNTY-  IN/WHITLEY
 MD0992  COUNTRY     -  US
 MD0992  USGS QUAD   -  LORANE (2019)
 MD0992
 MD0992                         *CURRENT SURVEY CONTROL
 MD0992  ______________________________________________________________________
 MD0992* NAD 83(1986) POSITION- 41 11 06.52   (N) 085 37 25.55   (W)   HD_HELD1
 MD0992* NAVD 88 ORTHO HEIGHT -   298.760 (meters)      980.18  (feet) ADJUSTED
 MD0992  ______________________________________________________________________
 MD0992  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 MD0992  DYNAMIC HEIGHT  -        298.637 (meters)      979.78  (feet) COMP
 MD0992  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 MD0992
 MD0992  VERT ORDER      -  FIRST     CLASS I
 MD0992
 MD0992.The horizontal coordinates were determined by differentially corrected
 MD0992.hand held GPS observations or other comparable positioning techniques
 MD0992.and have an estimated accuracy of +/- 3 meters.
 MD0992
 MD0992.The orthometric height was determined by differential leveling and
 MD0992.adjusted by the NATIONAL GEODETIC SURVEY
 MD0992.in June 1991.
 MD0992
 MD0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0992.GEOID18 height accuracy estimate available here.
 MD0992
 MD0992.Click photographs - Photos may exist for this station.
 MD0992
 MD0992.The dynamic height is computed by dividing the NAVD 88
 MD0992.geopotential number by the normal gravity value computed on the
 MD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0992.degrees latitude (g = 980.6199 gals.).
 MD0992
 MD0992.The modeled gravity was interpolated from observed gravity values.
 MD0992
 MD0992;                    North         East    Units  Estimated Accuracy
 MD0992;SPC IN E     -   659,119.7     103,599.4     MT  (+/- 3 meters HH1 GPS) 
 MD0992
 MD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1542060223(NAD 83)
 MD0992
 MD0992                          SUPERSEDED SURVEY CONTROL
 MD0992
 MD0992  NGVD 29 (??/??/92)  298.902  (m)          980.65   (f) ADJ UNCH    1 1
 MD0992
 MD0992.Superseded values are not recommended for survey control.
 MD0992
 MD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0992.See file dsdata.pdf to determine how the superseded data were derived.
 MD0992
 MD0992_MARKER: DR = REFERENCE MARK DISK
 MD0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0992_STAMPING: LARWELL NO 3 1946 1961
 MD0992_MARK LOGO: CGS
 MD0992_PROJECTION: RECESSED 5 CENTIMETERS
 MD0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0992+STABILITY: SURFACE MOTION
 MD0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0992+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD0992
 MD0992  HISTORY     - Date     Condition        Report By
 MD0992  HISTORY     - 1961     MONUMENTED       CGS
 MD0992  HISTORY     - 1968     GOOD             CGS
 MD0992  HISTORY     - 1990     GOOD             USPSQD
 MD0992  HISTORY     - 19921007 GOOD             NGS
 MD0992
 MD0992                          STATION DESCRIPTION
 MD0992
 MD0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0992'AT LARWELL.
 MD0992'AT LARWILL, IN SECTION 32, R 8 E, T 32 N, ABOUT 0.3 MILE NORTH
 MD0992'ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF U.S. HIGHWAY
 MD0992'30, 129.3 FEET EAST OF RM 4, 92.0 FEET SOUTHEAST OF THE STATION
 MD0992'MARK DESCRIBED, 67 FEET SOUTHWEST OF A 14-INCH MAPLE TREE,
 MD0992'2.7 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 MD0992'CONCRETE POST 2 INCHES UNDERGROUND.
 MD0992
 MD0992                          STATION RECOVERY (1990)
 MD0992
 MD0992'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD0992'RECOVERED IN GOOD CONDITION.
 MD0992
 MD0992                          STATION RECOVERY (1992)
 MD0992
 MD0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0992'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0992'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 7.3 KM (4.55 MI)
 MD0992'EASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.5 KM (0.30 MI) NORTHERLY
 MD0992'ALONG STATE HIGHWAY 5, 133.3 M (437.3 FT) EAST OF THE HIGHWAY
 MD0992'CENTERLINE, 28.0 M (91.9 FT) EAST OF TRIANGULATION STATION LARWELL
 MD0992'RESET, 20.4 M (66.9 FT) SOUTHWEST OF A 16-INCH MAPLE TREE, 10.0 M
 MD0992'(32.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 MD0992'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0990 ***********************************************************************
 MD0990  DESIGNATION -  LARWELL RM 4
 MD0990  PID         -  MD0990
 MD0990  STATE/COUNTY-  IN/WHITLEY
 MD0990  COUNTRY     -  US
 MD0990  USGS QUAD   -  LORANE (2019)
 MD0990
 MD0990                         *CURRENT SURVEY CONTROL
 MD0990  ______________________________________________________________________
 MD0990* NAD 83(1986) POSITION- 41 11 06.52   (N) 085 37 27.24   (W)   HD_HELD1
 MD0990* NAVD 88 ORTHO HEIGHT -   298.806 (meters)      980.33  (feet) ADJUSTED
 MD0990  ______________________________________________________________________
 MD0990  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 MD0990  DYNAMIC HEIGHT  -        298.683 (meters)      979.93  (feet) COMP
 MD0990  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 MD0990
 MD0990  VERT ORDER      -  FIRST     CLASS I
 MD0990
 MD0990.The horizontal coordinates were determined by differentially corrected
 MD0990.hand held GPS observations or other comparable positioning techniques
 MD0990.and have an estimated accuracy of +/- 3 meters.
 MD0990
 MD0990.The orthometric height was determined by differential leveling and
 MD0990.adjusted by the NATIONAL GEODETIC SURVEY
 MD0990.in June 1991.
 MD0990
 MD0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0990.GEOID18 height accuracy estimate available here.
 MD0990
 MD0990.Click photographs - Photos may exist for this station.
 MD0990
 MD0990.The dynamic height is computed by dividing the NAVD 88
 MD0990.geopotential number by the normal gravity value computed on the
 MD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0990.degrees latitude (g = 980.6199 gals.).
 MD0990
 MD0990.The modeled gravity was interpolated from observed gravity values.
 MD0990
 MD0990;                    North         East    Units  Estimated Accuracy
 MD0990;SPC IN E     -   659,119.7     103,560.0     MT  (+/- 3 meters HH1 GPS) 
 MD0990
 MD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1538160222(NAD 83)
 MD0990
 MD0990                          SUPERSEDED SURVEY CONTROL
 MD0990
 MD0990  NGVD 29 (??/??/92)  298.948  (m)          980.80   (f) ADJ UNCH    1 1
 MD0990
 MD0990.Superseded values are not recommended for survey control.
 MD0990
 MD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0990.See file dsdata.pdf to determine how the superseded data were derived.
 MD0990
 MD0990_MARKER: DR = REFERENCE MARK DISK
 MD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0990_STAMPING: LARWELL NO 4 1946 1961
 MD0990_MARK LOGO: CGS
 MD0990_PROJECTION: RECESSED 5 CENTIMETERS
 MD0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0990+STABILITY: SURFACE MOTION
 MD0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0990+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD0990
 MD0990  HISTORY     - Date     Condition        Report By
 MD0990  HISTORY     - 1961     MONUMENTED       CGS
 MD0990  HISTORY     - 1968     GOOD             CGS
 MD0990  HISTORY     - 19921007 GOOD             NGS
 MD0990
 MD0990                          STATION DESCRIPTION
 MD0990
 MD0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0990'AT LARWILL.
 MD0990'AT LARWILL, IN SECTION 32, R 8 E, T 32 N, ABOUT 0.3 MILE NORTH
 MD0990'ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF U.S. HIGHWAY
 MD0990'30, 310 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 98.5 FEET
 MD0990'SOUTHWEST OF THE STATION MARK, 60 1/2 FEET SOUTHEAST OF A
 MD0990'14 INCH MAPLE TREE (THE WEST ONE OF A ROW OF MAPLE TREES), 24 1/2
 MD0990'FEET NORTH OF THE EXTENDED LINE OF THE NORTH END OF A ONE
 MD0990'STORY FRAME HOUSE, 1.8 FEET EAST OF A METAL WITNESS POST, SET
 MD0990'IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE
 MD0990'GROUND.
 MD0990
 MD0990                          STATION RECOVERY (1992)
 MD0990
 MD0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0990'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 MD0990'OF THE CONRAIL RAILROAD IN PIERCETON, THENCE 7.3 KM (4.55 MI)
 MD0990'EASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.5 KM (0.30 MI) NORTHERLY
 MD0990'ALONG STATE HIGHWAY 5, 94.5 M (310.0 FT) EAST OF THE HIGHWAY
 MD0990'CENTERLINE, 30.0 M (98.4 FT) SOUTHWEST OF TRIANGULATION STATION
 MD0990'LARWELL RESET, 18.4 M (60.4 FT) SOUTHEAST OF A 16-INCH MAPLE TREE,
 MD0990'5.0 M (16.4 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 MD0990'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1781 ***********************************************************************
 KA1781  DESIGNATION -  LATHAM
 KA1781  PID         -  KA1781
 KA1781  STATE/COUNTY-  IN/CLAY
 KA1781  COUNTRY     -  US
 KA1781  USGS QUAD   -  CENTER POINT (2019)
 KA1781
 KA1781                         *CURRENT SURVEY CONTROL
 KA1781  ______________________________________________________________________
 KA1781* NAD 83(1997) POSITION- 39 26 27.33203(N) 087 00 48.89697(W)   ADJUSTED
 KA1781* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 KA1781  ______________________________________________________________________
 KA1781  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 KA1781  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 KA1781  HORZ ORDER      -  THIRD
 KA1781
 KA1781.The horizontal coordinates were established by classical geodetic methods
 KA1781.and adjusted by the National Geodetic Survey in May 1999.
 KA1781
 KA1781.The orthometric height was scaled from a topographic map.
 KA1781
 KA1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1781.GEOID18 height accuracy estimate available here.
 KA1781
 KA1781.Click photographs - Photos may exist for this station.
 KA1781
 KA1781.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1781
 KA1781. The following values were computed from the NAD 83(1997) position.
 KA1781
 KA1781;                    North         East     Units Scale Factor Converg.
 KA1781;SPC IN W     -   465,448.403   906,004.384   MT  0.99996711   +0 02 39.5
 KA1781;SPC IN W     - 1,527,058.64  2,972,449.38   sFT  0.99996711   +0 02 39.5
 KA1781;UTM  16      - 4,365,708.511   498,831.203   MT  0.99960002   -0 00 31.1
 KA1781
 KA1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1781!SPC IN W     -   0.99997114  x   0.99996711  =   0.99993825
 KA1781!UTM  16      -   0.99997114  x   0.99960002  =   0.99957117
 KA1781
 KA1781:                Primary Azimuth Mark                     Grid Az
 KA1781:SPC IN W     -  POLAND RESET                             062 25 03.0
 KA1781:UTM  16      -  POLAND RESET                             062 28 13.6
 KA1781
 KA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9883165708(NAD 83)
 KA1781
 KA1781|---------------------------------------------------------------------|
 KA1781| PID    Reference Object                     Distance      Geod. Az  |
 KA1781|                                                           dddmmss.s |
 KA1781| KA1996 POLAND RESET                        APPROX. 8.2 KM 0622742.5 |
 KA1781| CM3012 LATHAM RM 1                          21.132 METERS 10535     |
 KA1781| CM3013 LATHAM RM 2                          21.946 METERS 21420     |
 KA1781| CM3011 LATHAM AZ MK                                       2773907.0 |
 KA1781|---------------------------------------------------------------------|
 KA1781
 KA1781                          SUPERSEDED SURVEY CONTROL
 KA1781
 KA1781  NAD 83(1986)-  39 26 27.33640(N)    087 00 48.89083(W) AD(       ) 3
 KA1781  NAD 27      -  39 26 27.18140(N)    087 00 48.83520(W) AD(       ) 3
 KA1781
 KA1781.Superseded values are not recommended for survey control.
 KA1781
 KA1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1781.See file dsdata.pdf to determine how the superseded data were derived.
 KA1781
 KA1781_MARKER: DS = TRIANGULATION STATION DISK
 KA1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1781_STAMPING: LATHAM 1947
 KA1781_MARK LOGO: CGS
 KA1781_PROJECTION: RECESSED 25 CENTIMETERS
 KA1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1781+STABILITY: SURFACE MOTION
 KA1781
 KA1781  HISTORY     - Date     Condition        Report By
 KA1781  HISTORY     - 1947     MONUMENTED       CGS
 KA1781  HISTORY     - 1982     GOOD             LOCENG
 KA1781
 KA1781                          STATION DESCRIPTION
 KA1781
 KA1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1781'STATION IS ABOUT 8 MILES SOUTH EAST OF BRAZIL, ON PROPERTY OF ROY C.
 KA1781'LATHAM, 88 FEET EAST-SOUTHEAST OF THE LATHAM FARM HOUSE, 42
 KA1781'FEET NORTH OF APPROXIMATE CENTERLINE OF STATE HIGHWAY 42, AND 32 FEET
 KA1781'EAST OF APPROXIMATE CENTERLINE OF FARM ENTRANCE. THE MARK IS 10
 KA1781'INCHES UNDERGROUND, AND THE DISK IS STAMPED LATHAM 1947.
 KA1781'
 KA1781'REFERENCE MARK NO. 1 IS 69.33 FEET EAST-SOUTHEAST OF THE STATION, 22
 KA1781'FEET NORTH OF APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 7
 KA1781'FEET WEST OF A FENCE CORNER. THE MARK PROJECTS 1 INCH, AND THE DISK
 KA1781'IS STAMPED LATHAM NO 1 1947.
 KA1781'
 KA1781'REFERENCE MARK NO. 2 IS 72.00 FEET SOUTHWEST OF THE STATION, 19 FEET
 KA1781'SOUTH OF APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH
 KA1781'OF A FENCE. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 KA1781'LATHAM NO 2 1947.
 KA1781'
 KA1781'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION VIA STATE HIGHWAY 42, 17
 KA1781'FEET NORTH OF APPROXIMATE CENTERLINE OF HIGHWAY, AND 2
 KA1781'FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 KA1781'THE DISK IS STAMPED LATHAM 1947.
 KA1781'
 KA1781'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 59
 KA1781'IN BRAZIL, GO SOUTH ON HIGHWAY 59 FOR 5.3 MILES TO JUNCTION WITH
 KA1781'STATE HIGHWAY 42, TURN LEFT AND FOLLOW HIGHWAY 42 FOR 6.2 MILES TO
 KA1781'STATION ON LEFT.
 KA1781'
 KA1781'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KA1781
 KA1781                          STATION RECOVERY (1982)
 KA1781
 KA1781'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1781'LATHAM 1947 RECOVERED IN GOOD CONDITION - 10 INCHES BELOW SURFACE -
 KA1781'16.0 FEET S 75 W TO 24 INCHES MAPLE 33.0 FEET S 40 W TO PWP 374 116
 KA1781'41.0 FEET S.
 KA1781'TO CENTERLINE HWY. 42.
 KA1781'
 KA1781'R.M. NO. 1 (FLUSH) 12.6 FEET N 45 E TO 3 INCHES NATURAL GAS PIPELINE
 KA1781'MARKER.  16.0 FEET N 45 W TO 10 INCHES WHITE PINE - 22 FEET S TO
 KA1781'APPROX CENTERLINE HWY. 42.
 KA1781'
 KA1781'R.M. NO. 2 (FLUSH) 18.5 FEET N TO APPROX. CENTERLINE HWY.
 KA1781'42 - 21.7 FEET N 85 E TO TFP DIRECTLY UNDER WIRE FENCE.
 KA1781'
 KA1781'LATHAM AZIMUTH (PROJECTS 6 INCHES) HAS BEEN HIT.  CAP IS BENT. - 2.0
 KA1781'FEET N TO COR. GATE POST 15.5 FEET S TO APPROX. CENTERLINE
 KA1781'HWY. 42 - 35.7 FEET W TO PWP 374 099.
 KA1781'
 KA1781'AZIMUTH IN SOUTHWEST CORNER OF HOFFMAN YARD AND CANNOT BE SEEN FROM
 KA1781'STATION DUE TO PINE TREES ON WEST SIDE OF LATHAM YARD.
 KA1781'
 KA1781'DISTANCE AND DIRECTION FROM NEAREST TOWN--BRAZIL 8 MILES
 KA1781'SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2537 ***********************************************************************
 ME2537  DESIGNATION -  LAURA
 ME2537  PID         -  ME2537
 ME2537  STATE/COUNTY-  IN/JASPER
 ME2537  COUNTRY     -  US
 ME2537  USGS QUAD   -  WHEATFIELD (2019)
 ME2537
 ME2537                         *CURRENT SURVEY CONTROL
 ME2537  ______________________________________________________________________
 ME2537* NAD 83(1997) POSITION- 41 08 30.95127(N) 087 02 46.54661(W)   ADJUSTED
 ME2537* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 ME2537  ______________________________________________________________________
 ME2537  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 ME2537  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 ME2537  HORZ ORDER      -  THIRD
 ME2537
 ME2537.The horizontal coordinates were established by classical geodetic methods
 ME2537.and adjusted by the National Geodetic Survey in May 1999.
 ME2537
 ME2537.The orthometric height was scaled from a topographic map.
 ME2537
 ME2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2537.GEOID18 height accuracy estimate available here.
 ME2537
 ME2537.Click photographs - Photos may exist for this station.
 ME2537
 ME2537.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2537
 ME2537. The following values were computed from the NAD 83(1997) position.
 ME2537
 ME2537;                    North         East     Units Scale Factor Converg.
 ME2537;SPC IN W     -   654,320.510   903,112.120   MT  0.99996679   +0 01 27.8
 ME2537;SPC IN W     - 2,146,716.54  2,962,960.35   sFT  0.99996679   +0 01 27.8
 ME2537;UTM  16      - 4,554,513.965   496,117.573   MT  0.99960019   -0 01 49.6
 ME2537
 ME2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2537!SPC IN W     -   0.99997048  x   0.99996679  =   0.99993727
 ME2537!UTM  16      -   0.99997048  x   0.99960019  =   0.99957069
 ME2537
 ME2537:                Primary Azimuth Mark                     Grid Az
 ME2537:SPC IN W     -  LAURA AZ MK                              007 05 13.8
 ME2537:UTM  16      -  LAURA AZ MK                              007 08 31.2
 ME2537
 ME2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9611754513(NAD 83)
 ME2537
 ME2537|---------------------------------------------------------------------|
 ME2537| PID    Reference Object                     Distance      Geod. Az  |
 ME2537|                                                           dddmmss.s |
 ME2537| CM3014 LAURA AZ MK                                        0070641.6 |
 ME2537| CM3015 LAURA RM 1                           23.768 METERS 16130     |
 ME2537| CM3016 LAURA RM 2                           24.796 METERS 28219     |
 ME2537|---------------------------------------------------------------------|
 ME2537
 ME2537                          SUPERSEDED SURVEY CONTROL
 ME2537
 ME2537  NAD 83(1986)-  41 08 30.95525(N)    087 02 46.55257(W) AD(       ) 3
 ME2537  NAD 27      -  41 08 30.81620(N)    087 02 46.46630(W) AD(       ) 3
 ME2537
 ME2537.Superseded values are not recommended for survey control.
 ME2537
 ME2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2537.See file dsdata.pdf to determine how the superseded data were derived.
 ME2537
 ME2537_MARKER: DS = TRIANGULATION STATION DISK
 ME2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2537_STAMPING: LAURA 1952
 ME2537_MARK LOGO: CGS
 ME2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2537+STABILITY: SURFACE MOTION
 ME2537
 ME2537  HISTORY     - Date     Condition        Report By
 ME2537  HISTORY     - 1952     MONUMENTED       CGS
 ME2537  HISTORY     - 1968     GOOD             CGS
 ME2537  HISTORY     - 19891021 GOOD             USPSQD
 ME2537  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME2537
 ME2537                          STATION DESCRIPTION
 ME2537
 ME2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2537'STATION IS LOCATED ON THE PROPERTY OF GEORGE CALLOWAY ALONG THE WEST
 ME2537'SIDE OF STATE HIGHWAY 49 ABOUT 4 MILES SOUTH OF WHEATFIELD.  IT IS
 ME2537'ABOUT 110 FEET WEST OF THE HIGHWAY, 70 FEET WEST OF A POWER POLE, 32
 ME2537'FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 ME2537'SIDE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2537'ABOUT 4 INCHES AND THE DISK IS STAMPED LAURA 1952.
 ME2537'
 ME2537'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE TRIANGLE-BLAZED OAK
 ME2537'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LAURA
 ME2537'NO 1 1952.
 ME2537'
 ME2537'REFERENCE MARK NO. 2 IS 32 FEET EAST OF A 16 INCH OAK TREE.  THE MARK
 ME2537'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED LAURA NO 2 1952.
 ME2537'
 ME2537'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF STATE HIGHWAY 49, 3 FEET
 ME2537'SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK
 ME2537'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LAURA 1952.
 ME2537'
 ME2537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 49,
 ME2537'WHICH IS ABOUT 1/2 MILE SOUTHEAST OF WHEATFIELD, GO SOUTH ON HIGHWAY
 ME2537'49 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2537'CONTINUE SOUTH ON HIGHWAY FOR 0.15 MILE TO A GRAVEL CROSSROAD,
 ME2537'CONTINUE SOUTH FOR 0.1 MILE TO THE TOP OF A SLIGHT GRADE AND THE
 ME2537'STATION ON THE LEFT OF THE HIGHWAY AS DESCRIBED.
 ME2537'
 ME2537'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2537
 ME2537                          STATION RECOVERY (1968)
 ME2537
 ME2537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2537'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 ME2537'TREES MENTIONED IN THE REFERENCE MEASUREMENTS HAVE BEEN CUT.  THE
 ME2537'AZIMUTH MARK COULD NOT BE FOUND AND IS ASSUMED DESTROYED.  THE
 ME2537'DESCRIPTION TO THE STATION IS GOOD WITH THE BELOW INFORMATION.
 ME2537'
 ME2537'THE STATION MARK IS 74 FEET WEST OF THE WEST EDGE OF THE HIGHWAY CUT,
 ME2537'66 FEET WEST OF A TELEPHONE POLE, 21 FEET NORTHWEST OF A 12 INCH OAK
 ME2537'TREE, 16 FEET NORTH OF A 12 INCH OAK TREE AND FLUSH WITH THE GROUND.
 ME2537'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 ME2537'
 ME2537'REFERENCE MARK 1 IS 19 FEET NORTH OF A 14 INCH OAK TREE, 5 FEET WEST
 ME2537'OF A 12 INCH OAK TREE AND PROJECTS 2 INCHES.
 ME2537'
 ME2537'REFERENCE MARK 2 IS 7 FEET NORTHEAST OF A 10 INCH OAK TREE.
 ME2537'
 ME2537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES SOUTH OF
 ME2537'WHEATFIELD.
 ME2537
 ME2537                          STATION RECOVERY (1989)
 ME2537
 ME2537'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2537'RECOVERED IN GOOD CONDITION.
 ME2537
 ME2537                          STATION RECOVERY (2012)
 ME2537
 ME2537'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2422 ***********************************************************************
 LB2422  DESIGNATION -  LAURENCE
 LB2422  PID         -  LB2422
 LB2422  STATE/COUNTY-  IN/CASS
 LB2422  COUNTRY     -  US
 LB2422  USGS QUAD   -  LOGANSPORT (2019)
 LB2422
 LB2422                         *CURRENT SURVEY CONTROL
 LB2422  ______________________________________________________________________
 LB2422* NAD 83(1997) POSITION- 40 46 07.21244(N) 086 21 27.60768(W)   ADJUSTED
 LB2422* NAVD 88 ORTHO HEIGHT -   195.68  (+/-2cm)      642.0   (feet) VERTCON3
 LB2422  ______________________________________________________________________
 LB2422  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 LB2422  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 LB2422  HORZ ORDER      -  SECOND
 LB2422  VERT ORDER      -  THIRD ? (See Below)
 LB2422
 LB2422.The horizontal coordinates were established by classical geodetic methods
 LB2422.and adjusted by the National Geodetic Survey in May 1999.
 LB2422
 LB2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2422
 LB2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2422.GEOID18 height accuracy estimate available here.
 LB2422
 LB2422.The vertical order pertains to the NGVD 29 superseded value.
 LB2422
 LB2422.Click photographs - Photos may exist for this station.
 LB2422
 LB2422.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2422
 LB2422. The following values were computed from the NAD 83(1997) position.
 LB2422
 LB2422;                    North         East     Units Scale Factor Converg.
 LB2422;SPC IN E     -   613,099.210    41,661.351   MT  1.00000854   -0 27 04.5
 LB2422;SPC IN E     - 2,011,476.32    136,683.95   sFT  1.00000854   -0 27 04.5
 LB2422;SPC IN W     -   613,122.836   961,265.084   MT  1.00001285   +0 28 26.0
 LB2422;SPC IN W     - 2,011,553.84  3,153,750.53   sFT  1.00001285   +0 28 26.0
 LB2422;UTM  16      - 4,513,276.199   554,209.638   MT  0.99963617   +0 25 10.0
 LB2422
 LB2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2422!SPC IN E     -   0.99997466  x   1.00000854  =   0.99998320
 LB2422!SPC IN W     -   0.99997466  x   1.00001285  =   0.99998751
 LB2422!UTM  16      -   0.99997466  x   0.99963617  =   0.99961084
 LB2422
 LB2422:                Primary Azimuth Mark                     Grid Az
 LB2422:SPC IN E     -  HORNEY                                   176 49 49.4
 LB2422:SPC IN W     -  HORNEY                                   175 54 18.9
 LB2422:UTM  16      -  HORNEY                                   175 57 34.9
 LB2422
 LB2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5420913276(NAD 83)
 LB2422
 LB2422|---------------------------------------------------------------------|
 LB2422| PID    Reference Object                     Distance      Geod. Az  |
 LB2422|                                                           dddmmss.s |
 LB2422| LB2421 HORNEY                              419.519 METERS 1762244.9 |
 LB2422| CC8767 LAURENCE RM                          11.460 METERS 24253     |
 LB2422|---------------------------------------------------------------------|
 LB2422
 LB2422                          SUPERSEDED SURVEY CONTROL
 LB2422
 LB2422  NAD 83(1986)-  40 46 07.21816(N)    086 21 27.62537(W) AD(       ) 2
 LB2422  NAD 27      -  40 46 07.05920(N)    086 21 27.63060(W) AD(       ) 2
 LB2422  USSD        -  40 46 07.08600(N)    086 21 27.47100(W) AD(       ) 3
 LB2422  NGVD 29             195.80   (m)          642.4    (f) LEVELING    3  
 LB2422
 LB2422.Superseded values are not recommended for survey control.
 LB2422
 LB2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2422.See file dsdata.pdf to determine how the superseded data were derived.
 LB2422
 LB2422_MARKER: DS = TRIANGULATION STATION DISK
 LB2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2422_STAMPING: LAURENCE 1920
 LB2422_MARK LOGO: CGS
 LB2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2422+STABILITY: SURFACE MOTION
 LB2422
 LB2422  HISTORY     - Date     Condition        Report By
 LB2422  HISTORY     - 1920     MONUMENTED       CGS
 LB2422
 LB2422                          STATION DESCRIPTION
 LB2422
 LB2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2422'TWO MILES N OF LOGANSPORT, ON THE W SIDE OF THE TRACK, 100
 LB2422'YARDS N OF MICHIGAN AVENUE, 2 YARDS N OF THE RAILROAD BRIDGE
 LB2422'NO. 116-28, 2.700 METERS (8.86 FEET) W OF THE W AND NEAREST RAIL.
 LB2422'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 LB2422'SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE
 LB2422'SAME (W) SIDE OF THE TRACK, 11.460 METERS (37.60 FEET)
 LB2422'FROM THE STATION S 62 DEG 53 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2399 ***********************************************************************
 LB2399  DESIGNATION -  LAURRA
 LB2399  PID         -  LB2399
 LB2399  STATE/COUNTY-  IN/CASS
 LB2399  COUNTRY     -  US
 LB2399  USGS QUAD   -  ANOKA (2019)
 LB2399
 LB2399                         *CURRENT SURVEY CONTROL
 LB2399  ______________________________________________________________________
 LB2399* NAD 83(1997) POSITION- 40 43 52.05816(N) 086 17 54.41032(W)   ADJUSTED
 LB2399* NAVD 88 ORTHO HEIGHT -   206.32  (+/-2cm)      676.9   (feet) VERTCON3
 LB2399  ______________________________________________________________________
 LB2399  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 LB2399  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LB2399  HORZ ORDER      -  SECOND
 LB2399  VERT ORDER      -  THIRD ? (See Below)
 LB2399
 LB2399.The horizontal coordinates were established by classical geodetic methods
 LB2399.and adjusted by the National Geodetic Survey in May 1999.
 LB2399
 LB2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2399
 LB2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2399.GEOID18 height accuracy estimate available here.
 LB2399
 LB2399.The vertical order pertains to the NGVD 29 superseded value.
 LB2399
 LB2399.Click photographs - Photos may exist for this station.
 LB2399
 LB2399.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2399
 LB2399. The following values were computed from the NAD 83(1997) position.
 LB2399
 LB2399;                    North         East     Units Scale Factor Converg.
 LB2399;SPC IN E     -   608,892.521    46,631.217   MT  1.00000171   -0 24 44.1
 LB2399;SPC IN E     - 1,997,674.88    152,989.25   sFT  1.00000171   -0 24 44.1
 LB2399;SPC IN W     -   608,996.858   966,302.255   MT  1.00002075   +0 30 43.8
 LB2399;SPC IN W     - 1,998,017.19  3,170,276.65   sFT  1.00002075   +0 30 43.8
 LB2399;UTM  16      - 4,509,146.998   559,240.991   MT  0.99964320   +0 27 28.0
 LB2399
 LB2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2399!SPC IN E     -   0.99997301  x   1.00000171  =   0.99997472
 LB2399!SPC IN W     -   0.99997301  x   1.00002075  =   0.99999375
 LB2399!UTM  16      -   0.99997301  x   0.99964320  =   0.99961622
 LB2399
 LB2399:                Primary Azimuth Mark                     Grid Az
 LB2399:SPC IN E     -  JUNCTION                                 106 58 38.4
 LB2399:SPC IN W     -  JUNCTION                                 106 03 10.5
 LB2399:UTM  16      -  JUNCTION                                 106 06 26.3
 LB2399
 LB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5924009146(NAD 83)
 LB2399
 LB2399|---------------------------------------------------------------------|
 LB2399| PID    Reference Object                     Distance      Geod. Az  |
 LB2399|                                                           dddmmss.s |
 LB2399| CC8768 LAURRA RM                             6.480 METERS 00526     |
 LB2399| LB2397 JUNCTION                            APPROX. 0.7 KM 1063354.3 |
 LB2399|---------------------------------------------------------------------|
 LB2399
 LB2399                          SUPERSEDED SURVEY CONTROL
 LB2399
 LB2399  NAD 83(1986)-  40 43 52.07631(N)    086 17 54.43657(W) AD(       ) 2
 LB2399  NAD 27      -  40 43 51.91450(N)    086 17 54.43660(W) AD(       ) 2
 LB2399  USSD        -  40 43 51.93800(N)    086 17 54.27500(W) AD(       ) 3
 LB2399  NGVD 29             206.44   (m)          677.3    (f) LEVELING    3  
 LB2399
 LB2399.Superseded values are not recommended for survey control.
 LB2399
 LB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2399.See file dsdata.pdf to determine how the superseded data were derived.
 LB2399
 LB2399_MARKER: DS = TRIANGULATION STATION DISK
 LB2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2399_STAMPING: LAURRA 1920
 LB2399_MARK LOGO: CGS
 LB2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2399+STABILITY: SURFACE MOTION
 LB2399
 LB2399  HISTORY     - Date     Condition        Report By
 LB2399  HISTORY     - 1920     MONUMENTED       CGS
 LB2399
 LB2399                          STATION DESCRIPTION
 LB2399
 LB2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2399'FOUR MILES S OF LOGANSPORT, ON THE E SIDE OF THE TRACK,
 LB2399'ONE-HALF MILE N OF ANOKA JUNCTION, 25 YARDS N OF THE ROAD
 LB2399'CROSSING THAT LEADS OFF TO THE E FROM WHAT IS KNOWN AS THE
 LB2399'SEVEN MILE PIKE, 325 YARDS NW OF P. K. SCHAFFERS RESIDENCE,
 LB2399'2.115 METERS (6.94 FEET) E OF THE E AND NEAREST RAIL.  THE
 LB2399'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2399'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME
 LB2399'SIDE OF THE TRACK, 6.480 METERS (21.26 FEET) FROM THE STATION
 LB2399'N 05 DEG 26 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2418 ***********************************************************************
 LB2418  DESIGNATION -  LAWN
 LB2418  PID         -  LB2418
 LB2418  STATE/COUNTY-  IN/CASS
 LB2418  COUNTRY     -  US
 LB2418  USGS QUAD   -  LOGANSPORT (2019)
 LB2418
 LB2418                         *CURRENT SURVEY CONTROL
 LB2418  ______________________________________________________________________
 LB2418* NAD 83(1997) POSITION- 40 47 16.48796(N) 086 21 08.47026(W)   ADJUSTED
 LB2418* NAVD 88 ORTHO HEIGHT -   212.48  (+/-2cm)      697.1   (feet) VERTCON3
 LB2418  ______________________________________________________________________
 LB2418  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 LB2418  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 LB2418  HORZ ORDER      -  SECOND
 LB2418  VERT ORDER      -  THIRD ? (See Below)
 LB2418
 LB2418.The horizontal coordinates were established by classical geodetic methods
 LB2418.and adjusted by the National Geodetic Survey in May 1999.
 LB2418
 LB2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2418
 LB2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2418.GEOID18 height accuracy estimate available here.
 LB2418
 LB2418.The vertical order pertains to the NGVD 29 superseded value.
 LB2418
 LB2418.Click photographs - Photos may exist for this station.
 LB2418
 LB2418.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2418
 LB2418. The following values were computed from the NAD 83(1997) position.
 LB2418
 LB2418;                    North         East     Units Scale Factor Converg.
 LB2418;SPC IN E     -   615,232.590    42,126.863   MT  1.00000788   -0 26 52.6
 LB2418;SPC IN E     - 2,018,475.59    138,211.22   sFT  1.00000788   -0 26 52.6
 LB2418;SPC IN W     -   615,263.466   961,696.086   MT  1.00001350   +0 28 39.1
 LB2418;SPC IN W     - 2,018,576.89  3,155,164.58   sFT  1.00001350   +0 28 39.1
 LB2418;UTM  16      - 4,515,415.613   554,642.510   MT  0.99963675   +0 25 23.1
 LB2418
 LB2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2418!SPC IN E     -   0.99997202  x   1.00000788  =   0.99997990
 LB2418!SPC IN W     -   0.99997202  x   1.00001350  =   0.99998552
 LB2418!UTM  16      -   0.99997202  x   0.99963675  =   0.99960878
 LB2418
 LB2418:                Primary Azimuth Mark                     Grid Az
 LB2418:SPC IN E     -  LAURENCE                                 192 18 33.5
 LB2418:SPC IN W     -  LAURENCE                                 191 23 01.8
 LB2418:UTM  16      -  LAURENCE                                 191 26 17.8
 LB2418
 LB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5464215415(NAD 83)
 LB2418
 LB2418|---------------------------------------------------------------------|
 LB2418| PID    Reference Object                     Distance      Geod. Az  |
 LB2418|                                                           dddmmss.s |
 LB2418| CC8769 LAWN RM                              13.760 METERS 00640     |
 LB2418| LB2422 LAURENCE                            APPROX. 2.2 KM 1915140.9 |
 LB2418| LB2420 MARTHA                              314.726 METERS 35106     |
 LB2418|---------------------------------------------------------------------|
 LB2418
 LB2418                          SUPERSEDED SURVEY CONTROL
 LB2418
 LB2418  NAD 83(1986)-  40 47 16.49310(N)    086 21 08.48494(W) AD(       ) 2
 LB2418  NAD 27      -  40 47 16.33470(N)    086 21 08.49060(W) AD(       ) 2
 LB2418  USSD        -  40 47 16.36200(N)    086 21 08.33400(W) AD(       ) 3
 LB2418  NGVD 29             212.59   (m)          697.5    (f) LEVELING    3  
 LB2418
 LB2418.Superseded values are not recommended for survey control.
 LB2418
 LB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2418.See file dsdata.pdf to determine how the superseded data were derived.
 LB2418
 LB2418_MARKER: DS = TRIANGULATION STATION DISK
 LB2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2418_STAMPING: LAWN 1920
 LB2418_MARK LOGO: CGS
 LB2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2418+STABILITY: SURFACE MOTION
 LB2418
 LB2418  HISTORY     - Date     Condition        Report By
 LB2418  HISTORY     - 1920     MONUMENTED       CGS
 LB2418
 LB2418                          STATION DESCRIPTION
 LB2418
 LB2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2418'ABOUT 3-1/4 MILES N OF LOGANSPORT, ON THE E SIDE OF THE TRACK,
 LB2418'150 YARDS N OF THIRD CURVE N OF LOGANSPORT, 180 YARDS N OF
 LB2418'MILEPOST T. H. 118, 50 YARDS N OF RAILROAD BRIDGE NO. 118-03,
 LB2418'11.5 METERS (37.73 FEET) E OF THE E AND NEAREST RAIL.  THE
 LB2418'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2418'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME
 LB2418'SIDE OF THE TRACK NEAR THE FENCE LINE, 13.760 METERS (45.14
 LB2418'FEET) FROM THE STATION N 06 DEG 40 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0585 ***********************************************************************
 JZ0585  DESIGNATION -  LAWRENCEBURG
 JZ0585  PID         -  JZ0585
 JZ0585  STATE/COUNTY-  IN/DEARBORN
 JZ0585  COUNTRY     -  US
 JZ0585  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0585
 JZ0585                         *CURRENT SURVEY CONTROL
 JZ0585  ______________________________________________________________________
 JZ0585* NAD 83(1986) POSITION- 39 05 38.58   (N) 084 50 50.82   (W)   HD_HELD1
 JZ0585* NAVD 88 ORTHO HEIGHT -   146.895 (meters)      481.94  (feet) ADJUSTED
 JZ0585  ______________________________________________________________________
 JZ0585  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 JZ0585  DYNAMIC HEIGHT  -        146.804 (meters)      481.64  (feet) COMP
 JZ0585  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 JZ0585
 JZ0585  VERT ORDER      -  FIRST     CLASS II
 JZ0585
 JZ0585.The horizontal coordinates were determined by differentially corrected
 JZ0585.hand held GPS observations or other comparable positioning techniques
 JZ0585.and have an estimated accuracy of +/- 3 meters.
 JZ0585
 JZ0585.The orthometric height was determined by differential leveling and
 JZ0585.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0585.in June 1991.
 JZ0585
 JZ0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0585.GEOID18 height accuracy estimate available here.
 JZ0585
 JZ0585.Click photographs - Photos may exist for this station.
 JZ0585
 JZ0585.The dynamic height is computed by dividing the NAVD 88
 JZ0585.geopotential number by the normal gravity value computed on the
 JZ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0585.degrees latitude (g = 980.6199 gals.).
 JZ0585
 JZ0585.The modeled gravity was interpolated from observed gravity values.
 JZ0585
 JZ0585;                    North         East    Units  Estimated Accuracy
 JZ0585;SPC IN E     -   427,256.5     170,869.9     MT  (+/- 3 meters HH1 GPS) 
 JZ0585
 JZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8615529419(NAD 83)
 JZ0585
 JZ0585                          SUPERSEDED SURVEY CONTROL
 JZ0585
 JZ0585  NGVD 29 (06/03/91)  147.104  (m)          482.62   (f) ADJUSTED    1 2
 JZ0585  NGVD 29 (??/??/87)  147.097  (m)          482.60   (f) SUPERSEDED  1 2
 JZ0585
 JZ0585.Superseded values are not recommended for survey control.
 JZ0585
 JZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0585.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0585
 JZ0585_MARKER: DB = BENCH MARK DISK
 JZ0585_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0585+WITH SETTING: PAVEMENT
 JZ0585_SP_SET: LANDING
 JZ0585_STAMPING: LAWRENCEBURG 1938
 JZ0585_MARK LOGO: CGS
 JZ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0585+STABILITY: SURFACE MOTION
 JZ0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0585+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 JZ0585
 JZ0585  HISTORY     - Date     Condition        Report By
 JZ0585  HISTORY     - 1938     MONUMENTED       CGS
 JZ0585  HISTORY     - 1947     GOOD             CGS
 JZ0585  HISTORY     - 1986     GOOD             NGS
 JZ0585  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0585  HISTORY     - 20190915 GOOD             USPSQD
 JZ0585
 JZ0585                          STATION DESCRIPTION
 JZ0585
 JZ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0585'AT LAWRENCEBURG.
 JZ0585'AT LAWRENCEBURG, DEARBORN COUNTY, 0.4 MILE NORTHEAST OF THE
 JZ0585'BALTIMORE AND OHIO RAILROAD STATION, 66 FEET SOUTHEAST OF THE
 JZ0585'TRACK, AT THE INTERSECTION OF SHORT AND WILLIAM STREETS, AT THE
 JZ0585'POST OFFICE, IN THE TOP STEP, 12 FEET NORTHWEST OF THE MAIN
 JZ0585'ENTRANCE, 42 FEET NORTHEAST OF THE CENTERLINE OF SHORT STREET, AND
 JZ0585'ABOUT 3 FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED
 JZ0585'LAWRENCEBURG 1938.
 JZ0585
 JZ0585                          STATION RECOVERY (1986)
 JZ0585
 JZ0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0585'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0585'LAWRENCEBURG, AT THE INTERSECTION OF SHORT AND WILLIAMS STREETS, IN
 JZ0585'THE NORTHWEST END OF THE LANDING OF THE SOUTHWEST ENTRANCE TO THE POST
 JZ0585'OFFICE, 18.5 M (60.7 FT) NORTHEAST OF THE CENTER OF SHORT STREET,
 JZ0585'15.3 M (50.2 FT) SOUTHEAST OF THE CENTER OF WILLIAMS STREET, 3.7 M
 JZ0585'(12.1 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE, AND 0.3 M (1.0 FT)
 JZ0585'SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 JZ0585'THE MARK IS 0.9 M ABOVE THE STREET.
 JZ0585
 JZ0585                          STATION RECOVERY (2006)
 JZ0585
 JZ0585'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0585'THE POST OFFICE HAS MOVED BUT THE MARK IS STILL PRESENT. THE DESCRIBED
 JZ0585'BUILDING IS VACANT AT THIS TIME.
 JZ0585
 JZ0585                          STATION RECOVERY (2019)
 JZ0585
 JZ0585'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2570 ***********************************************************************
 LB2570  DESIGNATION -  LAWSON
 LB2570  PID         -  LB2570
 LB2570  STATE/COUNTY-  IN/MONTGOMERY
 LB2570  COUNTRY     -  US
 LB2570  USGS QUAD   -  DARLINGTON (2019)
 LB2570
 LB2570                         *CURRENT SURVEY CONTROL
 LB2570  ______________________________________________________________________
 LB2570* NAD 83(1997) POSITION- 40 04 34.03110(N) 086 46 12.84373(W)   ADJUSTED
 LB2570* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LB2570  ______________________________________________________________________
 LB2570  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 LB2570  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LB2570  HORZ ORDER      -  FIRST
 LB2570
 LB2570.The horizontal coordinates were established by classical geodetic methods
 LB2570.and adjusted by the National Geodetic Survey in May 1999.
 LB2570
 LB2570.The orthometric height was scaled from a topographic map.
 LB2570
 LB2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2570.GEOID18 height accuracy estimate available here.
 LB2570
 LB2570.Click photographs - Photos may exist for this station.
 LB2570
 LB2570.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2570
 LB2570. The following values were computed from the NAD 83(1997) position.
 LB2570
 LB2570;                    North         East     Units Scale Factor Converg.
 LB2570;SPC IN W     -   536,016.317   926,706.149   MT  0.99997544   +0 12 05.7
 LB2570;SPC IN W     - 1,758,580.20  3,040,368.42   sFT  0.99997544   +0 12 05.7
 LB2570;UTM  16      - 4,436,231.112   519,590.939   MT  0.99960472   +0 08 52.5
 LB2570
 LB2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2570!SPC IN W     -   0.99996433  x   0.99997544  =   0.99993977
 LB2570!UTM  16      -   0.99996433  x   0.99960472  =   0.99956906
 LB2570
 LB2570:                Primary Azimuth Mark                     Grid Az
 LB2570:SPC IN W     -  LAWSON AZ MK                             302 40 19.0
 LB2570:UTM  16      -  LAWSON AZ MK                             302 43 32.2
 LB2570
 LB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1959036231(NAD 83)
 LB2570
 LB2570|---------------------------------------------------------------------|
 LB2570| PID    Reference Object                     Distance      Geod. Az  |
 LB2570|                                                           dddmmss.s |
 LB2570| LB2566 COLFAX MUNICIPAL TANK               APPROX.15.8 KM 0340811.4 |
 LB2570| LB2562 INDIANAPOLIS CHICAGO AWY BN 14      APPROX.17.2 KM 0483741.5 |
 LB2570| LB2572 CRAWFORDSVILLE WIRE BRICK STK       APPROX.10.8 KM 2461415.4 |
 LB2570| LB2574 CRAWFORDSVILLE MID ST WIRE TK       APPROX.10.9 KM 2461605.5 |
 LB2570| LB2573 CRAWFORDSVILLE WIRE CONC STK        APPROX.10.8 KM 2461854.7 |
 LB2570| CC8771 LAWSON RM 1                          20.158 METERS 25805     |
 LB2570| CC8770 LAWSON AZ MK                                       3025224.7 |
 LB2570| CC8772 LAWSON RM 2                          22.088 METERS 35628     |
 LB2570|---------------------------------------------------------------------|
 LB2570
 LB2570                          SUPERSEDED SURVEY CONTROL
 LB2570
 LB2570  NAD 83(1986)-  40 04 34.03568(N)    086 46 12.85432(W) AD(       ) 1
 LB2570  NAD 27      -  40 04 33.88700(N)    086 46 12.83100(W) AD(       ) 1
 LB2570
 LB2570.Superseded values are not recommended for survey control.
 LB2570
 LB2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2570.See file dsdata.pdf to determine how the superseded data were derived.
 LB2570
 LB2570_MARKER: DS = TRIANGULATION STATION DISK
 LB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2570_STAMPING: LAWSON 1939
 LB2570_MARK LOGO: CGS
 LB2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2570+STABILITY: SURFACE MOTION
 LB2570
 LB2570  HISTORY     - Date     Condition        Report By
 LB2570  HISTORY     - 1939     MONUMENTED       CGS
 LB2570
 LB2570                          STATION DESCRIPTION
 LB2570
 LB2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2570'THE STATION IS ABOUT 2.5 MILES S BY E OF DARLINGTON ON PROPERTY OWNED
 LB2570'BY MR. LAWSON BIDDLE.  THE MARK IS SET IN THE SMALL LOT W OF MR.
 LB2570'BIDDLES HOUSE, 80 FEET S OF LANE TO THE HOUSE, 90 FEET W BY S OF
 LB2570'THE SW CORNER OF THE HOUSE, 28 FEET W BY N OF A 22-INCH ASH TREE,
 LB2570'14 FEET N OF A GARDEN FENCE, AND ABOUT 125 FEET E OF THE CENTER LINE
 LB2570'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED LAWSON
 LB2570'1939.
 LB2570'
 LB2570'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LB2570'BRONZE DISKS SET IN CONCRETE.
 LB2570'
 LB2570'REFERENCE MARK NO. 1 IS W BY S OF THE STATION, 3 FEET N OF THE GARDEN
 LB2570'FENCE AND AT THE E END OF A GROUP OF SMALL BUSHY TREES.  THE MARK
 LB2570'PROJECTS 6 INCHES AND IS STAMPED LAWSON NO. 1 1939.  REFERENCE MARK
 LB2570'NO. 2 IS N OF THE STATION, 7 FEET S OF THE LANE, 125 FEET E OF THE
 LB2570'CENTER LINE OF THE ROAD.  THE MARK PROJECTS 8 INCHES AND IS
 LB2570'STAMPED LAWSON NO. 2 1939.
 LB2570'
 LB2570'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WNW OF THE STATION ON
 LB2570'PROPERTY OWNED BY MR. MCCLASKEY IN A WOODED PASTURE W OF HIS HOUSE.
 LB2570'THE MARK IS SET IN THE TOP OF A SMALL KNOLL, 85 FEET SE OF A LARGE
 LB2570'MAPLE TREE, 102 PACES NW OF THE MOST SOUTHERLY OF TWO BARNS.  TO
 LB2570'REACH THE AZIMUTH MARK FROM THE STATION GO W ON GRAVEL ROAD TO RIGHT
 LB2570'ANGLE TURN TO N, GO N 0.15 MILE ENTRANCE TO BARNYARD ON LEFT, TURN
 LB2570'LEFT AND GO THROUGH BARNYARD TO AZIMUTH ABOUT 0.1 MILE.
 LB2570'
 LB2570'TO REACH THE STATION FROM DARLING GO S ON INDIANA HIGHWAY 47, 1.9
 LB2570'MILES TO POINT WHERE THE HIGHWAY TURNS W, TURN LEFT, E, ON A GRAVEL
 LB2570'ROAD AND GO 0.3 MILE TO T-ROAD S, TURN RIGHT AND GO S 0.5 MILE TO
 LB2570'POINT WHERE ROAD JOGS TO THE E AND STATION DIRECTLY AHEAD AT E END
 LB2570'OF THE ROAD.
 LB2570'
 LB2570'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2227 ***********************************************************************
 LB2227  DESIGNATION -  LEAS
 LB2227  PID         -  LB2227
 LB2227  STATE/COUNTY-  IN/FOUNTAIN
 LB2227  COUNTRY     -  US
 LB2227  USGS QUAD   -  STONE BLUFF (2019)
 LB2227
 LB2227                         *CURRENT SURVEY CONTROL
 LB2227  ______________________________________________________________________
 LB2227* NAD 83(1997) POSITION- 40 09 22.60899(N) 087 17 26.16417(W)   ADJUSTED
 LB2227* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2227  ______________________________________________________________________
 LB2227  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 LB2227  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 LB2227  HORZ ORDER      -  FIRST
 LB2227
 LB2227.The horizontal coordinates were established by classical geodetic methods
 LB2227.and adjusted by the National Geodetic Survey in May 1999.
 LB2227
 LB2227.The orthometric height was scaled from a topographic map.
 LB2227
 LB2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2227.GEOID18 height accuracy estimate available here.
 LB2227
 LB2227.Click photographs - Photos may exist for this station.
 LB2227
 LB2227.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2227
 LB2227. The following values were computed from the NAD 83(1997) position.
 LB2227
 LB2227;                    North         East     Units Scale Factor Converg.
 LB2227;SPC IN W     -   544,890.413   882,341.599   MT  0.99997050   -0 08 01.2
 LB2227;SPC IN W     - 1,787,694.63  2,894,815.73   sFT  0.99997050   -0 08 01.2
 LB2227;UTM  16      - 4,445,143.510   475,250.997   MT  0.99960754   -0 11 14.6
 LB2227
 LB2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2227!SPC IN W     -   0.99997242  x   0.99997050  =   0.99994292
 LB2227!UTM  16      -   0.99997242  x   0.99960754  =   0.99957997
 LB2227
 LB2227:                Primary Azimuth Mark                     Grid Az
 LB2227:SPC IN W     -  LEAS AZ MK                               247 46 45.3
 LB2227:UTM  16      -  LEAS AZ MK                               247 49 58.7
 LB2227
 LB2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7525045143(NAD 83)
 LB2227
 LB2227|---------------------------------------------------------------------|
 LB2227| PID    Reference Object                     Distance      Geod. Az  |
 LB2227|                                                           dddmmss.s |
 LB2227| CM3019 LEAS RM 1                            29.782 METERS 07605     |
 LB2227| LB2228 VEEDERSBURG MUNICIPAL SPIPE         APPROX. 5.0 KM 1491743.5 |
 LB2227| CM3018 LEAS AZ MK                                         2473844.1 |
 LB2227| CM3020 LEAS RM 2                            31.181 METERS 33521     |
 LB2227|---------------------------------------------------------------------|
 LB2227
 LB2227                          SUPERSEDED SURVEY CONTROL
 LB2227
 LB2227  NAD 83(1986)-  40 09 22.61832(N)    087 17 26.17563(W) AD(       ) 1
 LB2227  NAD 27      -  40 09 22.47490(N)    087 17 26.14010(W) AD(       ) 1
 LB2227
 LB2227.Superseded values are not recommended for survey control.
 LB2227
 LB2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2227.See file dsdata.pdf to determine how the superseded data were derived.
 LB2227
 LB2227_MARKER: DS = TRIANGULATION STATION DISK
 LB2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2227_STAMPING: LEAS 1934
 LB2227_MARK LOGO: CGS
 LB2227_PROJECTION: RECESSED 30 CENTIMETERS
 LB2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2227+STABILITY: SURFACE MOTION
 LB2227
 LB2227  HISTORY     - Date     Condition        Report By
 LB2227  HISTORY     - 1934     MONUMENTED       CGS
 LB2227
 LB2227                          STATION DESCRIPTION
 LB2227
 LB2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2227'ABOUT 3 MILES NORTHWEST OF VEEDERSBURG, AND 2.5 MILES SOUTHWEST OF
 LB2227'STONE BLUFF, ON THE NORTH SIDE OF THE STONE BLUFF-COVINGTON GRAVEL
 LB2227'ROAD, ON LAND OWNED BY ELMORE LEAS, IN THE FRONT YARD OF A SMALL
 LB2227'HOUSE, 32 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 71
 LB2227'FEET NORTHEAST OF ITS INTERSECTION WITH A GRAVEL T-ROAD SOUTH, 14
 LB2227'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 28 FEET
 LB2227'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, AND IS SET 12
 LB2227'INCHES UNDERGROUND.
 LB2227'
 LB2227'TO REACH FROM STONE BLUFF, FOLLOW THE COVINGTON ROAD SOUTHWEST 2.5
 LB2227'MILES TO THE STATION ACROSS THE ROAD FROM THE T-ROAD (SOUTH)
 LB2227'0.1 MILE PAST A T-ROAD (NORTH).
 LB2227'
 LB2227'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2227'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2227'
 LB2227'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN THE NORTH
 LB2227'RIGHT-OF-WAY FENCE OF THE ROAD, 6 FEET WEST OF THE SOUTHWEST CORNER
 LB2227'OF A BARN, 154.05 FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 2,
 LB2227'AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS NORTHWEST OF THE
 LB2227'STATION, IN A FENCE LINE WHICH IS A PROJECTION OF THE CENTER LINE OF
 LB2227'THE T-ROAD (SOUTH), 40 FEET WEST OF A LARGE APPLE TREE, AND
 LB2227'PROJECTS 6 INCHES.
 LB2227'
 LB2227'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, IN THE NORTH
 LB2227'RIGHT-OF-WAY FENCE OF THE ROAD, IN THE SOUTHWEST CORNER OF A FIELD,
 LB2227'4 FEET EAST OF A LARGE CORNER POST, 20 FEET SOUTHWEST OF A WELL,
 LB2227'AND PROJECTS 8 INCHES.
 LB2227'
 LB2227'90-FOOT TOWER WILL CLEAR ALL LINES.
 LB2227'
 LB2227'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0502 ***********************************************************************
 JA0502  DESIGNATION -  LEAVENWORTH
 JA0502  PID         -  JA0502
 JA0502  STATE/COUNTY-  IN/CRAWFORD
 JA0502  COUNTRY     -  US
 JA0502  USGS QUAD   -  LEAVENWORTH (2019)
 JA0502
 JA0502                         *CURRENT SURVEY CONTROL
 JA0502  ______________________________________________________________________
 JA0502* NAD 83(1997) POSITION- 38 11 44.99327(N) 086 20 09.50337(W)   ADJUSTED
 JA0502* NAVD 88 ORTHO HEIGHT -   197.130 (meters)      646.75  (feet) ADJUSTED
 JA0502  ______________________________________________________________________
 JA0502  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 JA0502  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 JA0502  DYNAMIC HEIGHT  -        196.989 (meters)      646.29  (feet) COMP
 JA0502  MODELED GRAVITY -    979,912.7   (mgal)                       NAVD 88
 JA0502
 JA0502  HORZ ORDER      -  FIRST
 JA0502  VERT ORDER      -  FIRST     CLASS II
 JA0502
 JA0502.The horizontal coordinates were established by classical geodetic methods
 JA0502.and adjusted by the National Geodetic Survey in May 1999.
 JA0502
 JA0502.The orthometric height was determined by differential leveling and
 JA0502.adjusted by the NATIONAL GEODETIC SURVEY
 JA0502.in June 1991.
 JA0502
 JA0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0502.GEOID18 height accuracy estimate available here.
 JA0502
 JA0502.Click photographs - Photos may exist for this station.
 JA0502
 JA0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0502
 JA0502.The dynamic height is computed by dividing the NAVD 88
 JA0502.geopotential number by the normal gravity value computed on the
 JA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0502.degrees latitude (g = 980.6199 gals.).
 JA0502
 JA0502.The modeled gravity was interpolated from observed gravity values.
 JA0502
 JA0502. The following values were computed from the NAD 83(1997) position.
 JA0502
 JA0502;                    North         East     Units Scale Factor Converg.
 JA0502;SPC IN W     -   327,494.290   965,465.800   MT  1.00001943   +0 27 43.7
 JA0502;SPC IN W     - 1,074,454.18  3,167,532.38   sFT  1.00001943   +0 27 43.7
 JA0502;SPC KY1Z     - 1,206,867.132 1,448,674.122   MT  0.99992044   -0 21 35.2
 JA0502;SPC KY1Z     - 3,959,529.92  4,752,858.35   sFT  0.99992044   -0 21 35.2
 JA0502;SPC KY S     -   706,862.063   448,667.029   MT  1.00005846   -0 21 19.3
 JA0502;SPC KY S     - 2,319,096.62  1,472,001.74   sFT  1.00005846   -0 21 19.3
 JA0502;UTM  16      - 4,227,751.639   558,144.718   MT  0.99964164   +0 24 38.2
 JA0502
 JA0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0502!SPC IN W     -   0.99997428  x   1.00001943  =   0.99999371
 JA0502!SPC KY1Z     -   0.99997428  x   0.99992044  =   0.99989472
 JA0502!SPC KY S     -   0.99997428  x   1.00005846  =   1.00003274
 JA0502!UTM  16      -   0.99997428  x   0.99964164  =   0.99961593
 JA0502
 JA0502:                Primary Azimuth Mark                     Grid Az
 JA0502:SPC IN W     -  LEAVENWORTH AZ MK                        338 03 39.7
 JA0502:SPC KY1Z     -  LEAVENWORTH AZ MK                        338 52 58.6
 JA0502:SPC KY S     -  LEAVENWORTH AZ MK                        338 52 42.7
 JA0502:UTM  16      -  LEAVENWORTH AZ MK                        338 06 45.2
 JA0502
 JA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5814427751(NAD 83)
 JA0502
 JA0502|---------------------------------------------------------------------|
 JA0502| PID    Reference Object                     Distance      Geod. Az  |
 JA0502|                                                           dddmmss.s |
 JA0502| JA0503 LEAVENWORTH RM 1                     32.826 METERS 08040     |
 JA0502| JA0501 LEAVENWORTH RM 2                     31.013 METERS 16117     |
 JA0502| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX. 1.3 KM 3025451.0 |
 JA0502| CG8770 LEAVENWORTH AZ MK                                  3383123.4 |
 JA0502|---------------------------------------------------------------------|
 JA0502
 JA0502                          SUPERSEDED SURVEY CONTROL
 JA0502
 JA0502  NAD 83(1993)-  38 11 44.99505(N)    086 20 09.50475(W) AD(       ) 1
 JA0502  NAD 83(1986)-  38 11 44.99918(N)    086 20 09.50865(W) AD(       ) 1
 JA0502  NAD 27      -  38 11 44.76400(N)    086 20 09.59700(W) AD(       ) 1
 JA0502  NGVD 29 (??/??/92)  197.238  (m)          647.11   (f) ADJ UNCH    1 2
 JA0502  NGVD 29             197.24   (m)          647.1    (f) LEVELING    3  
 JA0502
 JA0502.Superseded values are not recommended for survey control.
 JA0502
 JA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0502.See file dsdata.pdf to determine how the superseded data were derived.
 JA0502
 JA0502_MARKER: DS = TRIANGULATION STATION DISK
 JA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0502_STAMPING: LEAVENWORTH 1947
 JA0502_MARK LOGO: NGS
 JA0502_PROJECTION: PROJECTING 3 CENTIMETERS
 JA0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0502+STABILITY: SURFACE MOTION
 JA0502
 JA0502  HISTORY     - Date     Condition        Report By
 JA0502  HISTORY     - 1947     MONUMENTED       CGS
 JA0502  HISTORY     - 1965     GOOD             CGS
 JA0502  HISTORY     - 1965     GOOD             CGS
 JA0502  HISTORY     - 20170916 GOOD             GEOCAC
 JA0502  HISTORY     - 20200717 GOOD             INDIV
 JA0502
 JA0502                          STATION DESCRIPTION
 JA0502
 JA0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA0502'THE STATION IS LOCATED ON A BLUFF, OVERLOOKING THE OHIO RIVER, ABOUT
 JA0502'1/2 MILE EAST OF THE NEW TOWN OF LEAVENWORTH.  IT IS 62 FEET
 JA0502'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE SHELTER HOUSE, AND 31
 JA0502'FEET NORTH OF A BIG WOODEN GUARD RAIL.  THE MARK PROJECTS 2
 JA0502'INCHES, AND THE DISK IS STAMPED LEAVENWORTH NO 1 1947.
 JA0502'
 JA0502'REFERENCE MARK NO. 1 IS 107.70 FEET EAST OF THE STATION AND 48 FEET
 JA0502'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 JA0502'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LEAVENWORTH NO 1
 JA0502'1947.
 JA0502'
 JA0502'REFERENCE MARK NO. 2 IS 101.75 FEET SOUTH-SOUTHEAST OF THE STATION
 JA0502'AND 2 FEET NORTH OF A BIG WOODEN GUARD RAIL.  THE MARK PROJECTS 4
 JA0502'INCHES, AND THE DISK IS STAMPED LEAVENWORTH NO 2 1947.
 JA0502'
 JA0502'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH-NORTHWEST OF THE
 JA0502'STATION AND 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0502'LEAVENWORTH HIGH SCHOOL.  THE DISK IS SET IN A DRILLED HOLE IN THE
 JA0502'SOUTHWEST CORNER OF THE SECOND CONCRETE STEP OF THE MAIN ENTRANCE
 JA0502'TO THE HIGH SCHOOL, AND IS STAMPED LEAVENWORTH 1947.
 JA0502'
 JA0502'TO REACH THE STATION FROM THE LEAVENWORTH HIGH SCHOOL, GO EAST ON
 JA0502'STATE HIGHWAY 62 FOR 0.2 MILE TO A STATE HIGHWAY ROADSIDE PARK ON
 JA0502'THE RIGHT AND THE STATION.
 JA0502'
 JA0502'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA0502
 JA0502                          STATION RECOVERY (1965)
 JA0502
 JA0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0502'THE STATION MARK, STAMPED LEAVENWORTH 1947, IS ABOUT 1/2 BLOCK SOUTH
 JA0502'ALONG A PAVED ROAD FROM THE POST OFFICE AT LEAVENWORTH, THENCE 0.05
 JA0502'MILE WEST ALONG A PAVED ROAD WHICH PARALLELS U. S. HIGHWAY 460,
 JA0502'THENCE 0.6 MILE SOUTHEAST ALONG U. S. HIGHWAY 460, IN SECTION 6, T 4
 JA0502'S, R 2 E, ON A BLUFF AT THE LEAVENWORTH ROADSIDE PARK, AT THE
 JA0502'SOUTHEAST END OF A GRAVELED TRAIL LEADING NORTHWEST, 62 FEET
 JA0502'SOUTHEAST OF THE SOUTH CORNER OF A STONE SHELTER HOUSE, 20
 JA0502'FEET NORTH OF THE NORTH PAVED PARKING LOT, AND SET IN THE TOP
 JA0502'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0502'
 JA0502'R.M. 1, STAMPED LEAVENWORTH NO 1 1947, IS 107 FEET EAST OF THE
 JA0502'STATION, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 JA0502'FEET EAST OF THE CENTER LINE OF A PAVED ROAD AT THE ROADSIDE PARK,
 JA0502'14-1/2 FEET SOUTH OF A 12-INCH OAK TREE, ABOUT 7 FEET ABOVE THE
 JA0502'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JA0502'LEVEL WITH THE GROUND.
 JA0502'
 JA0502'R.M. 2, STAMPED LEAVENWORTH NO 2 1947, IS 101 FEET SOUTHEAST OF THE
 JA0502'STATION, 150 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5-1/2 FEET
 JA0502'SOUTHWEST OF THE SOUTH EDGE OF A PAVED PARKING AREA, ABOUT 1 FOOT
 JA0502'BELOW THE LEVEL OF THE PARKING AREA, AND SET IN THE TOP OF A
 JA0502'CONCRETE POST PROJECTING 4 INCHES.
 JA0502
 JA0502                          STATION RECOVERY (1965)
 JA0502
 JA0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0502'0.6 MI SE FROM LEAVENWORTH.
 JA0502'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0502'LEAVENWORTH, THENCE 0.05 MILE WEST ALONG A PAVED ROAD WHICH
 JA0502'PARALLELS U.S. HIGHWAY 460, THENCE 0.6 MILE SOUTHEAST ALONG U.S.
 JA0502'HIGHWAY 460, IN SECTION 6, T 4 S, R 2 E, ON A BLUFF, AT THE
 JA0502'LEAVENWORTH ROADSIDE PARK, AT THE SOUTHEAST END OF A GRAVELED
 JA0502'TRAIL LEADING NORTHWEST, 62 FEET SOUTHEAST OF THE SOUTHEAST
 JA0502'CORNER OF A STONE SHELTER HOUSE, 20 FEET NORTH OF THE NORTH EDGE
 JA0502'OF A PAVED PARKING LOT, AND SET IN THE TOP OF A CONCRETE POST
 JA0502'FLUSH WITH THE GROUND.
 JA0502
 JA0502                          STATION RECOVERY (2017)
 JA0502
 JA0502'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0502'RECOVERED IN GOOD CONDITION.
 JA0502
 JA0502                          STATION RECOVERY (2020)
 JA0502
 JA0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (PK)
 JA0502'TRIANGULATION STATION AND REFERENCE MARK 1 BOTH FOUND IN GOOD
 JA0502'CONDITION.
 JA0502'
 JA0502'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF ALTON, 4.9 MI
 JA0502'(7.9 KM) EAST OF BEECHWOOD AND IN THE TOWN OF LEAVENWORTH, IN.
 JA0502'
 JA0502'TO REACH FROM THE INTERSECTION OF INTERSTATE 64 AND HIGHWAY 66, HEAD
 JA0502'SOUTH ON HIGHWAY 66 TOWARDS LEAVENWORTH.  BEAR LEFT (SOUTHEAST) ONTO
 JA0502'HIGHWAY 62.  CONTINUE THROUGH TO THE EAST SIDE OF TOWN TO THE
 JA0502'LEAVENWORTH ROADSIDE PARK ON THE RIGHT.  PARK IS LOCATED APPROXIMATELY
 JA0502'1 KM (0.6 MI) FROM LEAVENWORTH TOWN HALL AND ACROSS FROM RECYCLE
 JA0502'CENTER.  AFTER ENTERING PARK, FOLLOW ROADWAY AROUND TOWARDS THE
 JA0502'SHELTER HOUSE.
 JA0502'
 JA0502'THE STATION IS ON THE RIGHT, LOCATED IN MIDDLE OF GRAVEL DRIVEWAY THAT
 JA0502'LEADS FROM THE PARK ROADWAY PAST THE WEST SIDE OF SHELTER HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1765 ***********************************************************************
 JA1765  DESIGNATION -  LEAVENWORTH MUNICIPAL TANK
 JA1765  PID         -  JA1765
 JA1765  STATE/COUNTY-  IN/CRAWFORD
 JA1765  COUNTRY     -  US
 JA1765  USGS QUAD   -  LEAVENWORTH (2019)
 JA1765
 JA1765                         *CURRENT SURVEY CONTROL
 JA1765  ______________________________________________________________________
 JA1765* NAD 83(1997) POSITION- 38 12 08.24349(N) 086 20 55.02805(W)   ADJUSTED
 JA1765  ______________________________________________________________________
 JA1765  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 JA1765  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 JA1765  HORZ ORDER      -  THIRD
 JA1765
 JA1765.The horizontal coordinates were established by classical geodetic methods
 JA1765.and adjusted by the National Geodetic Survey in May 1999.
 JA1765
 JA1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1765.GEOID18 height accuracy estimate available here.
 JA1765
 JA1765.Click photographs - Photos may exist for this station.
 JA1765
 JA1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1765
 JA1765. The following values were computed from the NAD 83(1997) position.
 JA1765
 JA1765;                    North         East     Units Scale Factor Converg.
 JA1765;SPC IN W     -   328,202.304   964,352.383   MT  1.00001765   +0 27 15.8
 JA1765;SPC IN W     - 1,076,777.06  3,163,879.44   sFT  1.00001765   +0 27 15.8
 JA1765;UTM  16      - 4,228,460.386   557,032.359   MT  0.99964006   +0 24 10.3
 JA1765
 JA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5703228460(NAD 83)
 JA1765
 JA1765                          SUPERSEDED SURVEY CONTROL
 JA1765
 JA1765  NAD 83(1993)-  38 12 08.24548(N)    086 20 55.02976(W) AD(       ) 3
 JA1765  NAD 83(1986)-  38 12 08.24950(N)    086 20 55.03330(W) AD(       ) 3
 JA1765  NAD 27      -  38 12 08.01500(N)    086 20 55.11600(W) AD(       ) 3
 JA1765
 JA1765.Superseded values are not recommended for survey control.
 JA1765
 JA1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1765.See file dsdata.pdf to determine how the superseded data were derived.
 JA1765
 JA1765_MARKER: 53 = ELEVATED TANK
 JA1765_SETTING: 0 = UNSPECIFIED SETTING
 JA1765
 JA1765  HISTORY     - Date     Condition        Report By
 JA1765  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1765  HISTORY     - 20170916 GOOD             GEOCAC
 JA1765
 JA1765                          STATION DESCRIPTION
 JA1765
 JA1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1765'THIS IS AN INTERSECTION STATION.
 JA1765'
 JA1765'THE STATION IS THE SMALL BALL ON TOP OF THE WATER TANK, LOCATED ON
 JA1765'THE HIGH HILL IN THE NORTH EDGE OF LEAVENWORTH, 0.1 MILE EAST OF
 JA1765'STATE HIGHWAY 62.  THE TANK IS OF FOUR LEG STEEL TRUSS
 JA1765'CONSTRUCTION, SILVER IN COLOR, AND ABOUT 75 FEET HIGH.
 JA1765
 JA1765                          STATION RECOVERY (2017)
 JA1765
 JA1765'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0503 ***********************************************************************
 JA0503  DESIGNATION -  LEAVENWORTH RM 1
 JA0503  PID         -  JA0503
 JA0503  STATE/COUNTY-  IN/CRAWFORD
 JA0503  COUNTRY     -  US
 JA0503  USGS QUAD   -  LEAVENWORTH (2019)
 JA0503
 JA0503                         *CURRENT SURVEY CONTROL
 JA0503  ______________________________________________________________________
 JA0503* NAD 83(1986) POSITION- 38 11 45.16   (N) 086 20 08.17   (W)   HD_HELD1
 JA0503* NAVD 88 ORTHO HEIGHT -   197.732 (meters)      648.73  (feet) ADJUSTED
 JA0503  ______________________________________________________________________
 JA0503  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 JA0503  DYNAMIC HEIGHT  -        197.591 (meters)      648.26  (feet) COMP
 JA0503  MODELED GRAVITY -    979,912.7   (mgal)                       NAVD 88
 JA0503
 JA0503  VERT ORDER      -  FIRST     CLASS II
 JA0503
 JA0503.The horizontal coordinates were determined by differentially corrected
 JA0503.hand held GPS observations or other comparable positioning techniques
 JA0503.and have an estimated accuracy of +/- 3 meters.
 JA0503
 JA0503.The orthometric height was determined by differential leveling and
 JA0503.adjusted by the NATIONAL GEODETIC SURVEY
 JA0503.in June 1991.
 JA0503
 JA0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0503.GEOID18 height accuracy estimate available here.
 JA0503
 JA0503.Click photographs - Photos may exist for this station.
 JA0503
 JA0503.The dynamic height is computed by dividing the NAVD 88
 JA0503.geopotential number by the normal gravity value computed on the
 JA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0503.degrees latitude (g = 980.6199 gals.).
 JA0503
 JA0503.The modeled gravity was interpolated from observed gravity values.
 JA0503
 JA0503;                    North         East    Units  Estimated Accuracy
 JA0503;SPC IN W     -   327,499.7     965,498.2     MT  (+/- 3 meters HH1 GPS) 
 JA0503
 JA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5817727757(NAD 83)
 JA0503
 JA0503                          SUPERSEDED SURVEY CONTROL
 JA0503
 JA0503  NGVD 29 (??/??/92)  197.841  (m)          649.08   (f) ADJ UNCH    1 2
 JA0503
 JA0503.Superseded values are not recommended for survey control.
 JA0503
 JA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0503.See file dsdata.pdf to determine how the superseded data were derived.
 JA0503
 JA0503_MARKER: DR = REFERENCE MARK DISK
 JA0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0503_STAMPING: LEAVENWORTH NO 1 1947
 JA0503_MARK LOGO: NGS
 JA0503_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0503+STABILITY: SURFACE MOTION
 JA0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0503+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2020
 JA0503
 JA0503  HISTORY     - Date     Condition        Report By
 JA0503  HISTORY     - 1947     MONUMENTED       CGS
 JA0503  HISTORY     - 1965     GOOD             CGS
 JA0503  HISTORY     - 20091223 GOOD             GEOCAC
 JA0503  HISTORY     - 20170916 GOOD             GEOCAC
 JA0503  HISTORY     - 20200717 GOOD             INDIV
 JA0503
 JA0503                          STATION DESCRIPTION
 JA0503
 JA0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0503'0.6 MI SE FROM LEAVENWORTH.
 JA0503'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0503'LEAVENWORTH, THENCE 0.05 MILE WEST ALONG A PAVED ROAD WHICH
 JA0503'PARALLELS U.S. HIGHWAY 460, THENCE 0.6 MILE SOUTHEAST ALONG U.S.
 JA0503'HIGHWAY 460, IN SECTION 6, T 4 S, R 2 E, AT THE LEAVENWORTH
 JA0503'ROADSIDE PARK, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JA0503'HIGHWAY, 107 FEET EAST OF TRIANGULATION STATION LEAVENWORTH 1947,
 JA0503'24 FEET EAST OF THE CENTER LINE OF A PAVED ROAD AT THE ROADSIDE
 JA0503'PARK, 14 1/2 FEET SOUTH OF A 12-INCH OAK TREE, ABOUT 7 FEET
 JA0503'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0503'POST FLUSH WITH THE GROUND.
 JA0503
 JA0503                          STATION RECOVERY (2009)
 JA0503
 JA0503'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA0503'ON THE EAST SIDE OF LEAVENWORTH, SOUTH OF IN HWY 62, AT A ROADSIDE
 JA0503'PARK. THE CONCRETE POST PROJECTS 3 INCHES ABOVE THE GROUND.
 JA0503
 JA0503                          STATION RECOVERY (2017)
 JA0503
 JA0503'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0503'RECOVERED IN GOOD CONDITION.
 JA0503
 JA0503                          STATION RECOVERY (2020)
 JA0503
 JA0503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (PK)
 JA0503'THIS REFERENCE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF
 JA0503'ALTON, 4.9 MI (7.9 KM) EAST OF BEECHWOOD AND IN THE TOWN OF
 JA0503'LEAVENWORTH, IN.
 JA0503'
 JA0503'TO REACH FROM THE INTERSECTION OF INTERSTATE 64 AND HIGHWAY 66, HEAD
 JA0503'SOUTH ON HIGHWAY 66 TOWARDS LEAVENWORTH.  BEAR LEFT (SOUTHEAST) ONTO
 JA0503'HIGHWAY 62 AND CONTINUE THROUGH TO THE EAST SIDE OF TOWN TO THE
 JA0503'LEAVENWORTH ROADSIDE PARK ON THE RIGHT.  PARK IS LOCATED APPROXIMATELY
 JA0503'1 KM (0.6 MI) FROM LEAVENWORTH TOWN HALL AND ACROSS FROM RECYCLE
 JA0503'CENTER.
 JA0503'
 JA0503'TRIANGULATION STATION AND REFERENCE MARK 1 BOTH FOUND IN GOOD
 JA0503'CONDITION.  REFERENCE MARK 1 EASILY FOUND ON SMALL GRASSY HILL BETWEEN
 JA0503'THE PARK ROADWAY AND HIGHWAY 62, ON EAST-NORTHEAST SIDE OF PARK.
 JA0503'AFTER ENTERING PARK, FOLLOW ROADWAY AROUND TOWARDS THE SHELTER HOUSE.
 JA0503'BEFORE BEGINNING THE TURN TOWARDS ROCK WALL AND STEPS, MARK WILL BE ON
 JA0503'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0501 ***********************************************************************
 JA0501  DESIGNATION -  LEAVENWORTH RM 2
 JA0501  PID         -  JA0501
 JA0501  STATE/COUNTY-  IN/CRAWFORD
 JA0501  COUNTRY     -  US
 JA0501  USGS QUAD   -  LEAVENWORTH (2019)
 JA0501
 JA0501                         *CURRENT SURVEY CONTROL
 JA0501  ______________________________________________________________________
 JA0501* NAD 83(1986) POSITION- 38 11 44.04   (N) 086 20 09.09   (W)   HD_HELD1
 JA0501* NAVD 88 ORTHO HEIGHT -   195.404 (meters)      641.09  (feet) ADJUSTED
 JA0501  ______________________________________________________________________
 JA0501  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 JA0501  DYNAMIC HEIGHT  -        195.265 (meters)      640.63  (feet) COMP
 JA0501  MODELED GRAVITY -    979,912.7   (mgal)                       NAVD 88
 JA0501
 JA0501  VERT ORDER      -  FIRST     CLASS II
 JA0501
 JA0501.The horizontal coordinates were determined by differentially corrected
 JA0501.hand held GPS observations or other comparable positioning techniques
 JA0501.and have an estimated accuracy of +/- 3 meters.
 JA0501
 JA0501.The orthometric height was determined by differential leveling and
 JA0501.adjusted by the NATIONAL GEODETIC SURVEY
 JA0501.in June 1991.
 JA0501
 JA0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0501.GEOID18 height accuracy estimate available here.
 JA0501
 JA0501.Click photographs - Photos may exist for this station.
 JA0501
 JA0501.The dynamic height is computed by dividing the NAVD 88
 JA0501.geopotential number by the normal gravity value computed on the
 JA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0501.degrees latitude (g = 980.6199 gals.).
 JA0501
 JA0501.The modeled gravity was interpolated from observed gravity values.
 JA0501
 JA0501;                    North         East    Units  Estimated Accuracy
 JA0501;SPC IN W     -   327,465.0     965,476.1     MT  (+/- 3 meters HH1 GPS) 
 JA0501
 JA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5815427722(NAD 83)
 JA0501
 JA0501                          SUPERSEDED SURVEY CONTROL
 JA0501
 JA0501  NGVD 29 (??/??/92)  195.513  (m)          641.45   (f) ADJ UNCH    1 2
 JA0501
 JA0501.Superseded values are not recommended for survey control.
 JA0501
 JA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0501.See file dsdata.pdf to determine how the superseded data were derived.
 JA0501
 JA0501_MARKER: DR = REFERENCE MARK DISK
 JA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0501_STAMPING: LEAVENWORTH NO 2 1947
 JA0501_MARK LOGO: NGS
 JA0501_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0501+STABILITY: SURFACE MOTION
 JA0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0501+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2017
 JA0501
 JA0501  HISTORY     - Date     Condition        Report By
 JA0501  HISTORY     - 1947     MONUMENTED       CGS
 JA0501  HISTORY     - 1965     GOOD             CGS
 JA0501  HISTORY     - 20100817 GOOD             GEOCAC
 JA0501  HISTORY     - 20170916 GOOD             GEOCAC
 JA0501
 JA0501                          STATION DESCRIPTION
 JA0501
 JA0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0501'0.6 MI SE FROM LEAVENWORTH.
 JA0501'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0501'LEAVENWORTH, THENCE 0.05 MILE WEST ALONG A PAVED ROAD WHICH
 JA0501'PARALLELS U.S. HIGHWAY 460, THENCE 0.6 MILE SOUTHEAST ALONG U.S.
 JA0501'HIGHWAY 460, IN SECTION 6, T 4 S, R 2 E, AT THE LEAVENWORTH
 JA0501'ROADSIDE PARK, 150 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0501'101 FEET SOUTHEAST OF TRIANGULATION STATION LEAVENWORTH 1947,
 JA0501'5 1/2 FEET SOUTHWEST OF THE SOUTH EDGE OF A PAVED PARKING AREA,
 JA0501'ABOUT 1 FOOT BELOW THE LEVEL OF THE PARKING AREA, AND SET IN
 JA0501'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0501
 JA0501                          STATION RECOVERY (2010)
 JA0501
 JA0501'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0501'RECOVERED IN GOOD CONDITION.
 JA0501
 JA0501                          STATION RECOVERY (2017)
 JA0501
 JA0501'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0631 ***********************************************************************
 LB0631  DESIGNATION -  LEBANON
 LB0631  PID         -  LB0631
 LB0631  STATE/COUNTY-  IN/BOONE
 LB0631  COUNTRY     -  US
 LB0631  USGS QUAD   -  LEBANON (2019)
 LB0631
 LB0631                         *CURRENT SURVEY CONTROL
 LB0631  ______________________________________________________________________
 LB0631* NAD 83(1997) POSITION- 40 03 33.53264(N) 086 27 59.98112(W)   ADJUSTED
 LB0631* NAVD 88 ORTHO HEIGHT -   287.598 (meters)      943.56  (feet) ADJUSTED
 LB0631  ______________________________________________________________________
 LB0631  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 LB0631  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 LB0631  DYNAMIC HEIGHT  -        287.439 (meters)      943.04  (feet) COMP
 LB0631  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 LB0631
 LB0631  HORZ ORDER      -  FIRST
 LB0631  VERT ORDER      -  SECOND    CLASS 0
 LB0631
 LB0631.The horizontal coordinates were established by classical geodetic methods
 LB0631.and adjusted by the National Geodetic Survey in May 1999.
 LB0631
 LB0631.The orthometric height was determined by differential leveling and
 LB0631.adjusted by the NATIONAL GEODETIC SURVEY
 LB0631.in June 1991.
 LB0631
 LB0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0631.GEOID18 height accuracy estimate available here.
 LB0631
 LB0631.Click photographs - Photos may exist for this station.
 LB0631
 LB0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0631
 LB0631.The dynamic height is computed by dividing the NAVD 88
 LB0631.geopotential number by the normal gravity value computed on the
 LB0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0631.degrees latitude (g = 980.6199 gals.).
 LB0631
 LB0631.The modeled gravity was interpolated from observed gravity values.
 LB0631
 LB0631. The following values were computed from the NAD 83(1997) position.
 LB0631
 LB0631;                    North         East     Units Scale Factor Converg.
 LB0631;SPC IN W     -   534,285.652   952,612.824   MT  1.00000073   +0 23 48.8
 LB0631;SPC IN W     - 1,752,902.18  3,125,363.91   sFT  1.00000073   +0 23 48.8
 LB0631;UTM  16      - 4,434,476.847   545,486.320   MT  0.99962547   +0 20 35.7
 LB0631
 LB0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0631!SPC IN W     -   0.99996018  x   1.00000073  =   0.99996091
 LB0631!UTM  16      -   0.99996018  x   0.99962547  =   0.99958566
 LB0631
 LB0631:                Primary Azimuth Mark                     Grid Az
 LB0631:SPC IN W     -  WAUGH                                    322 02 44.0
 LB0631:UTM  16      -  WAUGH                                    322 05 57.1
 LB0631
 LB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4548634476(NAD 83)
 LB0631
 LB0631|---------------------------------------------------------------------|
 LB0631| PID    Reference Object                     Distance      Geod. Az  |
 LB0631|                                                           dddmmss.s |
 LB0631| LB0632 LEBANON RM 1                         52.423 METERS 08201     |
 LB0631| LB2527 LEBANON INTST PUB SERV CO TANK      APPROX. 1.9 KM 1701645.3 |
 LB0631| LB2528 LEBANON MUNICIPAL STANDPIPE         APPROX. 1.7 KM 1775808.8 |
 LB0631| LB0634 LEBANON AZ MK                                      3194837.7 |
 LB0631| LB2563 WAUGH                               APPROX.19.7 KM 3222632.8 |
 LB0631| LB0633 LEBANON RM 2                         64.846 METERS 35729     |
 LB0631|---------------------------------------------------------------------|
 LB0631
 LB0631                          SUPERSEDED SURVEY CONTROL
 LB0631
 LB0631  NAD 83(1986)-  40 03 33.54210(N)    086 27 59.99485(W) AD(       ) 1
 LB0631  NAD 27      -  40 03 33.39100(N)    086 27 59.98800(W) AD(       ) 1
 LB0631  NGVD 29 (??/??/92)  287.698  (m)          943.89   (f) ADJ UNCH    2 0
 LB0631  NGVD 29             287.70   (m)          943.9    (f) LEVELING    3  
 LB0631
 LB0631.Superseded values are not recommended for survey control.
 LB0631
 LB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0631.See file dsdata.pdf to determine how the superseded data were derived.
 LB0631
 LB0631_MARKER: DS = TRIANGULATION STATION DISK
 LB0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0631_STAMPING: LEBANON 1934
 LB0631_MARK LOGO: CGS
 LB0631_PROJECTION: FLUSH
 LB0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0631+STABILITY: SURFACE MOTION
 LB0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0631+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2015
 LB0631
 LB0631  HISTORY     - Date     Condition        Report By
 LB0631  HISTORY     - 1934     MONUMENTED       CGS
 LB0631  HISTORY     - 1946     GOOD             CGS
 LB0631  HISTORY     - 1978     GOOD             LOCENG
 LB0631  HISTORY     - 1980     GOOD             LOCENG
 LB0631  HISTORY     - 20151118 GOOD             USI
 LB0631
 LB0631                          STATION DESCRIPTION
 LB0631
 LB0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0631'ON THE EAST SIDE OF MEMORIAL PARK, IN THE NORTHERN PART OF THE TOWN
 LB0631'OF LEBANON, APPROXIMATELY IN THE CENTER OF A TRIANGULAR PLOT OF
 LB0631'GRASS WHICH IS ABOUT 60 FEET ON A SIDE, HAS SMALL EVERGREEN TREES IN
 LB0631'EACH CORNER, AND A GRAVEL DRIVE AROUND IT.  IT IS 47 FEET
 LB0631'SOUTHEAST OF THE NORTHWEST DRIVE, 50 FEET WEST OF THE EAST DRIVE, 43
 LB0631'FEET NORTHEAST OF THE SOUTHWEST DRIVE, 141 FEET WEST OF CENTER
 LB0631'LINE OF ULEN DRIVE AND ON LINE WITH NORTHEAST AVENUE, AND IS
 LB0631'FLUSH WITH SURFACE.
 LB0631'
 LB0631'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB0631'DISKS SET IN CONCRETE AS DESCRIBED.
 LB0631'
 LB0631'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 23 FEET WEST OF CENTER
 LB0631'LINE OF ULEN DRIVE, 3 FEET SOUTH OF 8-INCH ELM TREE, 15 FEET EAST OF
 LB0631'PARK SIDEWALK, ABOUT 300 FEET NORTH OF INTERSECTION OF ULEN DRIVE
 LB0631'AND NORTHEAST AVENUE, AND IS FLUSH WITH SURFACE.  REFERENCE MARK
 LB0631'NO. 2 IS NORTHWEST OF STATION, 166 FEET NORTHWEST OF DRIVE, AT
 LB0631'WEST EDGE OF A TRIANGULAR PLOT OF BARBERRY, 18 FEET EAST OF A
 LB0631'3-INCH MAPLE, AND IS FLUSH WITH SURFACE.
 LB0631'
 LB0631'AZIMUTH MARK IS ABOUT 0.15 MILE WEST-NORTHWEST OF STATION, 15 FEET
 LB0631'WEST OF CENTER LINE OF PARK DRIVE, 4 FEET SOUTH OF 8-INCH CATALPA
 LB0631'TREE, 8 FEET NORTH OF 10-INCH CATALPA TREE, AND IS FLUSH WITH
 LB0631'SURFACE.
 LB0631'
 LB0631'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LB0631
 LB0631                          STATION RECOVERY (1946)
 LB0631
 LB0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0631'AT LEBANON.
 LB0631'AT LEBANON, IN THE NORTHEAST PART OF TOWN, ON THE EAST SIDE OF
 LB0631'MEMORIAL PARK, 141 FEET NORTHWEST OF THE CENTER OF ULEN DRIVE,
 LB0631'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF NORTH EAST
 LB0631'AVENUE, IN THE APPROXIMATE CENTER OF A TRIANGULAR PLOT OF GRASS
 LB0631'FORMED BY PARK DRIVEWAYS AND HAVING EVERGREEN TREES AT EACH
 LB0631'CORNER OF THE PLOT, 47 FEET SOUTHEAST OF THE NORTHWEST DRIVEWAY,
 LB0631'50 FEET WEST OF THE CENTER LINE OF THE EAST DRIVEWAY AND 43 FEET
 LB0631'NORTHEAST OF THE SOUTHWEST DRIVEWAY.  A STANDARD
 LB0631'TRIANGULATION-STATION DISK, STAMPED LEBANON 1934 AND SET IN THE
 LB0631'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB0631
 LB0631                          STATION RECOVERY (1978)
 LB0631
 LB0631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (KM)
 LB0631'LEBANON 1934 RECOVERED IN GOOD CONDITION.
 LB0631'REF--S 50 DEG W 153.0 MIN TO NE COR. LOG CABIN.
 LB0631'LEBANON 1934 (AZIM) RECOVERED IN GOOD CONDITION.
 LB0631'REF--S 0 DEG E 15.4 MIN TO CENTERLINE ASPHALT DRIVE, N 80 DEG W
 LB0631'32.0 MIN TO SE COR FENCE, N 0 DEG E 85.3 MIN TO E-W FENCE.
 LB0631'LEBANON NO 1 1934 RECOVERED IN GOOD CONDITION.
 LB0631'REF--26.5 FEET TO CENTERLINE ROAD, S 45 DEG E 11.5 MIN TO
 LB0631'LIGHT POLE, S 70 DEG W 12.0 MIN TO 12 INCH MAPLE, 15 FEET TO S. EDGE
 LB0631'WALK.  LEBANON NO 2 1934 RECOVERED IN GOOD CONDITION.
 LB0631'REF--100.6 FEET TO SE END TENNIS COURT FENCE.
 LB0631'
 LB0631'CARETAKER SAID NOT TO PUT WITNESS SIGNS UP BECAUSE THE KIDS WILL
 LB0631'PULL THEM OUT WHEN YOU TURN YOUR BACK.
 LB0631'
 LB0631'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEBANON.
 LB0631
 LB0631                          STATION RECOVERY (1980)
 LB0631
 LB0631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 LB0631'LEBANON 1934 943-889 RECOVERED IN GOOD CONDITION.
 LB0631'RM NO. 1 (REF MK NO 1 LEBANON) RECOVERED IN GOOD CONDITION.
 LB0631'RM NO. 2 (REF MK NO 2 LEBANON) RECOVERED IN GOOD CONDITION.
 LB0631'
 LB0631'STATION RECOVERED AND IN GOOD CONDITION.
 LB0631'
 LB0631'AZ. MK. NOT SEARCHED FOR AT THIS TIME.
 LB0631'
 LB0631'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LEBANON AT PARK.
 LB0631
 LB0631                          STATION RECOVERY (2015)
 LB0631
 LB0631'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (CHS)
 LB0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0634 ***********************************************************************
 LB0634  DESIGNATION -  LEBANON AZ MK
 LB0634  PID         -  LB0634
 LB0634  STATE/COUNTY-  IN/BOONE
 LB0634  COUNTRY     -  US
 LB0634  USGS QUAD   -  LEBANON (2019)
 LB0634
 LB0634                         *CURRENT SURVEY CONTROL
 LB0634  ______________________________________________________________________
 LB0634* NAD 83(1986) POSITION- 40 03 39.1    (N) 086 28 05.3    (W)   HD_HELD2
 LB0634* NAVD 88 ORTHO HEIGHT -   286.102 (meters)      938.65  (feet) ADJUSTED
 LB0634  ______________________________________________________________________
 LB0634  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 LB0634  DYNAMIC HEIGHT  -        285.945 (meters)      938.14  (feet) COMP
 LB0634  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 LB0634
 LB0634  VERT ORDER      -  SECOND    CLASS 0
 LB0634
 LB0634.The horizontal coordinates were established by autonomous hand held GPS
 LB0634.observations and have an estimated accuracy of +/- 10 meters.
 LB0634
 LB0634.The orthometric height was determined by differential leveling and
 LB0634.adjusted by the NATIONAL GEODETIC SURVEY
 LB0634.in June 1991.
 LB0634
 LB0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0634.GEOID18 height accuracy estimate available here.
 LB0634
 LB0634.Click photographs - Photos may exist for this station.
 LB0634
 LB0634.The dynamic height is computed by dividing the NAVD 88
 LB0634.geopotential number by the normal gravity value computed on the
 LB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0634.degrees latitude (g = 980.6199 gals.).
 LB0634
 LB0634.The modeled gravity was interpolated from observed gravity values.
 LB0634
 LB0634;                    North         East    Units  Estimated Accuracy
 LB0634;SPC IN W     -   534,456.      952,486.      MT  (+/- 10 meters HH2 GPS)
 LB0634
 LB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4535934647(NAD 83)
 LB0634
 LB0634                          SUPERSEDED SURVEY CONTROL
 LB0634
 LB0634  NGVD 29 (??/??/92)  286.203  (m)          938.98   (f) ADJ UNCH    2 0
 LB0634
 LB0634.Superseded values are not recommended for survey control.
 LB0634
 LB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0634.See file dsdata.pdf to determine how the superseded data were derived.
 LB0634
 LB0634_MARKER: DR = REFERENCE MARK DISK
 LB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0634_STAMPING: LEBANON 1934 AZIMUTH
 LB0634_MARK LOGO: CGS
 LB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0634+STABILITY: SURFACE MOTION
 LB0634
 LB0634  HISTORY     - Date     Condition        Report By
 LB0634  HISTORY     - 1934     MONUMENTED       CGS
 LB0634  HISTORY     - 1946     GOOD             CGS
 LB0634
 LB0634                          STATION DESCRIPTION
 LB0634
 LB0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0634'AT LEBANON.
 LB0634'AT LEBANON, IN THE NORTHEAST PART OF TOWN, ON THE EAST SIDE OF
 LB0634'MEMORIAL PARK, ABOUT 0.15 MILE NORTH OF THE TRIANGULATION
 LB0634'STATION, AT THE SOUTHEAST CORNER OF THE BASEBALL FIELD, 15 FEET
 LB0634'NORTH OF THE CENTER LINE OF A PARK DRIVEWAY LEADING ALONG THE
 LB0634'SOUTH EDGE OF THE BASEBALL FIELD, 8 FEET NORTHWEST OF A 10-INCH
 LB0634'CATALPA TREE, 4 FEET SOUTHEAST OF AN 8-INCH CATALPA TREE, ABOUT
 LB0634'LEVEL WITH THE DRIVEWAY AND FLUSH WITH THE GROUND.  A STANDARD
 LB0634'AZIMUTH-MARK DISK, STAMPED LEBANON 1934 AND SET IN THE TOP OF A
 LB0634'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2526 ***********************************************************************
 LB2526  DESIGNATION -  LEBANON BOONE CO CTHSE DOME
 LB2526  PID         -  LB2526
 LB2526  STATE/COUNTY-  IN/BOONE
 LB2526  COUNTRY     -  US
 LB2526  USGS QUAD   -  LEBANON (2019)
 LB2526
 LB2526                         *CURRENT SURVEY CONTROL
 LB2526  ______________________________________________________________________
 LB2526* NAD 83(1997) POSITION- 40 02 52.88141(N) 086 28 06.99617(W)   ADJUSTED
 LB2526  ______________________________________________________________________
 LB2526  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 LB2526  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 LB2526  HORZ ORDER      -  THIRD
 LB2526
 LB2526.The horizontal coordinates were established by classical geodetic methods
 LB2526.and adjusted by the National Geodetic Survey in May 1999.
 LB2526
 LB2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2526.GEOID18 height accuracy estimate available here.
 LB2526
 LB2526.Click photographs - Photos may exist for this station.
 LB2526
 LB2526.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2526
 LB2526. The following values were computed from the NAD 83(1997) position.
 LB2526
 LB2526;                    North         East     Units Scale Factor Converg.
 LB2526;SPC IN W     -   533,030.716   952,455.228   MT  1.00000053   +0 23 43.9
 LB2526;SPC IN W     - 1,748,784.94  3,124,846.86   sFT  1.00000053   +0 23 43.9
 LB2526;UTM  16      - 4,433,222.529   545,327.609   MT  0.99962529   +0 20 30.9
 LB2526
 LB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4532733222(NAD 83)
 LB2526
 LB2526                          SUPERSEDED SURVEY CONTROL
 LB2526
 LB2526  NAD 83(1986)-  40 02 52.89009(N)    086 28 07.00300(W) AD(       ) 3
 LB2526  NAD 27      -  40 02 52.73600(N)    086 28 07.00100(W) AD(       ) 3
 LB2526
 LB2526.Superseded values are not recommended for survey control.
 LB2526
 LB2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2526.See file dsdata.pdf to determine how the superseded data were derived.
 LB2526
 LB2526_MARKER: 87 = DOME
 LB2526
 LB2526  HISTORY     - Date     Condition        Report By
 LB2526  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2526
 LB2526                          STATION DESCRIPTION
 LB2526
 LB2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2526'THIS STATION IS THE DOME ON THE BOONE COUNTY COURTHOUSE IN
 LB2526'LEBANON.  IT IS LOCATED IN THE APPROXIMATE CENTER OF THE CITY.
 LB2526'THE DOME IS QUITE PROMINENT.
 LB2526'
 LB2526'THE BUILDING IS OF CEMENT BLOCK CONSTRUCTION SURMOUNTED BY LARGE
 LB2526'DOME CONSTRUCTED OF GLASS BRICK, ON THIS THERE IS A 20-FOOT SQUARE
 LB2526'TOWER WHICH HAS A CLOCK DIAL ON ALL FOUR SIDES, ON THIS THERE IS A
 LB2526'SMALL DOME ABOUT 10 FEET HIGH WHICH HAS A 15-FOOT FLAGPOLE AT ITS
 LB2526'APEX.  THE TOTAL HEIGHT IS ABOUT 125 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2525 ***********************************************************************
 LB2525  DESIGNATION -  LEBANON IND CONDEN MILK CO STK
 LB2525  PID         -  LB2525
 LB2525  STATE/COUNTY-  IN/BOONE
 LB2525  COUNTRY     -  US
 LB2525  USGS QUAD   -  LEBANON (2019)
 LB2525
 LB2525                         *CURRENT SURVEY CONTROL
 LB2525  ______________________________________________________________________
 LB2525* NAD 83(1997) POSITION- 40 02 24.80838(N) 086 27 30.94479(W)   ADJUSTED
 LB2525  ______________________________________________________________________
 LB2525  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 LB2525  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 LB2525  HORZ ORDER      -  THIRD
 LB2525
 LB2525.The horizontal coordinates were established by classical geodetic methods
 LB2525.and adjusted by the National Geodetic Survey in May 1999.
 LB2525
 LB2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2525.GEOID18 height accuracy estimate available here.
 LB2525
 LB2525.Click photographs - Photos may exist for this station.
 LB2525
 LB2525.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2525
 LB2525. The following values were computed from the NAD 83(1997) position.
 LB2525
 LB2525;                    North         East     Units Scale Factor Converg.
 LB2525;SPC IN W     -   532,170.821   953,315.840   MT  1.00000165   +0 24 06.9
 LB2525;SPC IN W     - 1,745,963.77  3,127,670.39   sFT  1.00000165   +0 24 06.9
 LB2525;UTM  16      - 4,432,362.153   546,187.093   MT  0.99962626   +0 20 53.9
 LB2525
 LB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4618732362(NAD 83)
 LB2525
 LB2525                          SUPERSEDED SURVEY CONTROL
 LB2525
 LB2525  NAD 83(1986)-  40 02 24.81703(N)    086 27 30.95105(W) AD(       ) 3
 LB2525  NAD 27      -  40 02 24.66200(N)    086 27 30.94900(W) AD(       ) 3
 LB2525
 LB2525.Superseded values are not recommended for survey control.
 LB2525
 LB2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2525.See file dsdata.pdf to determine how the superseded data were derived.
 LB2525
 LB2525_MARKER: 63 = STACK
 LB2525
 LB2525  HISTORY     - Date     Condition        Report By
 LB2525  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2525  HISTORY     - 1948     GOOD             CGS
 LB2525
 LB2525                          STATION DESCRIPTION
 LB2525
 LB2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2525'THIS STATION IS A STACK OF THE INDIANA CONDENSED MILK COMPANY
 LB2525'IN LEBANON.  IT IS LOCATED AT THE SE SIDE OF THE CITY 100 FEET
 LB2525'W OF U. S. HIGHWAY 52, 300 FEET S OF THE INTERSECTION OF
 LB2525'STATE HIGHWAY 32 AND U. S. HIGHWAY 52 AND 60 FEET S OF THE S RAIL
 LB2525'OF THE NEW YORK CENTRAL RAILROAD.  THE STACK IS QUITE PROMINENT.
 LB2525'
 LB2525'IT IS CONSTRUCTED OF RED BRICK WITH THE LETTERS WILSONS MILK IN
 LB2525'WHITE BRICK ON THE N AND S SIDES.  IT IS 10 FEET IN DIAMETER AT
 LB2525'THE BASE, 8 FEET IN DIAMETER AT THE TOP AND ABOUT 140 FEET HIGH.
 LB2525
 LB2525                          STATION RECOVERY (1948)
 LB2525
 LB2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2527 ***********************************************************************
 LB2527  DESIGNATION -  LEBANON INTST PUB SERV CO TANK
 LB2527  PID         -  LB2527
 LB2527  STATE/COUNTY-  IN/BOONE
 LB2527  COUNTRY     -  US
 LB2527  USGS QUAD   -  LEBANON (2019)
 LB2527
 LB2527                         *CURRENT SURVEY CONTROL
 LB2527  ______________________________________________________________________
 LB2527* NAD 83(1997) POSITION- 40 02 33.91047(N) 086 27 46.69235(W)   ADJUSTED
 LB2527  ______________________________________________________________________
 LB2527  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB2527  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 LB2527  HORZ ORDER      -  THIRD
 LB2527
 LB2527.The horizontal coordinates were established by classical geodetic methods
 LB2527.and adjusted by the National Geodetic Survey in May 1999.
 LB2527
 LB2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2527.GEOID18 height accuracy estimate available here.
 LB2527
 LB2527.Click photographs - Photos may exist for this station.
 LB2527
 LB2527.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2527
 LB2527. The following values were computed from the NAD 83(1997) position.
 LB2527
 LB2527;                    North         East     Units Scale Factor Converg.
 LB2527;SPC IN W     -   532,448.943   952,940.572   MT  1.00000116   +0 23 56.9
 LB2527;SPC IN W     - 1,746,876.24  3,126,439.19   sFT  1.00000116   +0 23 56.9
 LB2527;UTM  16      - 4,432,640.521   545,812.227   MT  0.99962584   +0 20 43.8
 LB2527
 LB2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4581232640(NAD 83)
 LB2527
 LB2527                          SUPERSEDED SURVEY CONTROL
 LB2527
 LB2527  NAD 83(1986)-  40 02 33.92017(N)    086 27 46.70594(W) AD(       ) 3
 LB2527  NAD 27      -  40 02 33.77000(N)    086 27 46.70000(W) AD(       ) 3
 LB2527
 LB2527.Superseded values are not recommended for survey control.
 LB2527
 LB2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2527.See file dsdata.pdf to determine how the superseded data were derived.
 LB2527
 LB2527_MARKER: 51 = TANK
 LB2527
 LB2527  HISTORY     - Date     Condition        Report By
 LB2527  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2527
 LB2527                          STATION DESCRIPTION
 LB2527
 LB2527'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2528 ***********************************************************************
 LB2528  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 LB2528  PID         -  LB2528
 LB2528  STATE/COUNTY-  IN/BOONE
 LB2528  COUNTRY     -  US
 LB2528  USGS QUAD   -  LEBANON (2019)
 LB2528
 LB2528                         *CURRENT SURVEY CONTROL
 LB2528  ______________________________________________________________________
 LB2528* NAD 83(1997) POSITION- 40 02 39.19056(N) 086 27 57.47386(W)   ADJUSTED
 LB2528  ______________________________________________________________________
 LB2528  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB2528  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 LB2528  HORZ ORDER      -  THIRD
 LB2528
 LB2528.The horizontal coordinates were established by classical geodetic methods
 LB2528.and adjusted by the National Geodetic Survey in May 1999.
 LB2528
 LB2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2528.GEOID18 height accuracy estimate available here.
 LB2528
 LB2528.Click photographs - Photos may exist for this station.
 LB2528
 LB2528.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2528
 LB2528. The following values were computed from the NAD 83(1997) position.
 LB2528
 LB2528;                    North         East     Units Scale Factor Converg.
 LB2528;SPC IN W     -   532,610.018   952,683.866   MT  1.00000082   +0 23 50.0
 LB2528;SPC IN W     - 1,747,404.70  3,125,596.98   sFT  1.00000082   +0 23 50.0
 LB2528;UTM  16      - 4,432,801.775   545,555.767   MT  0.99962555   +0 20 36.9
 LB2528
 LB2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4555532801(NAD 83)
 LB2528
 LB2528                          SUPERSEDED SURVEY CONTROL
 LB2528
 LB2528  NAD 83(1986)-  40 02 39.19954(N)    086 27 57.48705(W) AD(       ) 3
 LB2528  NAD 27      -  40 02 39.04400(N)    086 27 57.48200(W) AD(       ) 3
 LB2528
 LB2528.Superseded values are not recommended for survey control.
 LB2528
 LB2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2528.See file dsdata.pdf to determine how the superseded data were derived.
 LB2528
 LB2528_MARKER: 52 = STANDPIPE TANK
 LB2528
 LB2528  HISTORY     - Date     Condition        Report By
 LB2528  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2528
 LB2528                          STATION DESCRIPTION
 LB2528
 LB2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2528'THIS STATION IS THE MUNICIPAL STANDPIPE IN LEBANON.  IT IS LOCATED
 LB2528'ON THE S SIDE OF THE CITY.  100 FEET N OF THE CENTER LINE OF E ELM
 LB2528'STREET AND ABOUT 400 FEET E OF THE NEW YORK CENTRAL RAILROAD TRACKS
 LB2528'WHERE IT CROSSES E ELM STREET.  IT IS QUITE PROMINENT.
 LB2528'IT HAS A CEMENT BLACK BASE ABOUT 40 FEET HIGH.  THE STEEL
 LB2528'STANDPIPE IS ABOUT 100 FEET HIGH PAINTED SILVER AND ABOUT 30 FEET
 LB2528'IN DIAMETER.  THE TOTAL HEIGHT IS ABOUT 140 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0632 ***********************************************************************
 LB0632  DESIGNATION -  LEBANON RM 1
 LB0632  PID         -  LB0632
 LB0632  STATE/COUNTY-  IN/BOONE
 LB0632  COUNTRY     -  US
 LB0632  USGS QUAD   -  LEBANON (2019)
 LB0632
 LB0632                         *CURRENT SURVEY CONTROL
 LB0632  ______________________________________________________________________
 LB0632* NAD 83(1986) POSITION- 40 03 33.77   (N) 086 27 57.79   (W)   HD_HELD1
 LB0632* NAVD 88 ORTHO HEIGHT -   287.414 (meters)      942.96  (feet) ADJUSTED
 LB0632  ______________________________________________________________________
 LB0632  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 LB0632  DYNAMIC HEIGHT  -        287.255 (meters)      942.44  (feet) COMP
 LB0632  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 LB0632
 LB0632  VERT ORDER      -  SECOND    CLASS 0
 LB0632
 LB0632.The horizontal coordinates were determined by differentially corrected
 LB0632.hand held GPS observations or other comparable positioning techniques
 LB0632.and have an estimated accuracy of +/- 3 meters.
 LB0632
 LB0632.The orthometric height was determined by differential leveling and
 LB0632.adjusted by the NATIONAL GEODETIC SURVEY
 LB0632.in June 1991.
 LB0632
 LB0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0632.GEOID18 height accuracy estimate available here.
 LB0632
 LB0632.Click photographs - Photos may exist for this station.
 LB0632
 LB0632.The dynamic height is computed by dividing the NAVD 88
 LB0632.geopotential number by the normal gravity value computed on the
 LB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0632.degrees latitude (g = 980.6199 gals.).
 LB0632
 LB0632.The modeled gravity was interpolated from observed gravity values.
 LB0632
 LB0632;                    North         East    Units  Estimated Accuracy
 LB0632;SPC IN W     -   534,293.3     952,664.7     MT  (+/- 3 meters HH1 GPS) 
 LB0632
 LB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4553834484(NAD 83)
 LB0632
 LB0632                          SUPERSEDED SURVEY CONTROL
 LB0632
 LB0632  NGVD 29 (??/??/92)  287.514  (m)          943.29   (f) ADJ UNCH    2 0
 LB0632
 LB0632.Superseded values are not recommended for survey control.
 LB0632
 LB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0632.See file dsdata.pdf to determine how the superseded data were derived.
 LB0632
 LB0632_MARKER: DR = REFERENCE MARK DISK
 LB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0632_STAMPING: LEBANON NO 1 1934 943.286
 LB0632_MARK LOGO: CGS
 LB0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0632+STABILITY: SURFACE MOTION
 LB0632
 LB0632  HISTORY     - Date     Condition        Report By
 LB0632  HISTORY     - 1934     MONUMENTED       CGS
 LB0632  HISTORY     - 1946     GOOD             CGS
 LB0632
 LB0632                          STATION DESCRIPTION
 LB0632
 LB0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0632'AT LEBANON.
 LB0632'AT LEBANON, IN THE NORTHEAST PART OF TOWN, ON THE EAST SIDE OF
 LB0632'MEMORIAL PARK, ABOUT 300 FEET NORTH OF THE INTERSECTION OF THE
 LB0632'CENTER LINES OF ULEN DRIVE AND NORTH EAST AVENUE, 23 FEET WEST
 LB0632'OF THE CENTER LINE OF ULEN DRIVE, 3 FEET SOUTH OF AN 8-INCH ELM
 LB0632'TREE, 15 FEET EAST OF A PARK SIDEWALK AND SET FLUSH WITH THE
 LB0632'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED LEBANON NO 1
 LB0632'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0633 ***********************************************************************
 LB0633  DESIGNATION -  LEBANON RM 2
 LB0633  PID         -  LB0633
 LB0633  STATE/COUNTY-  IN/BOONE
 LB0633  COUNTRY     -  US
 LB0633  USGS QUAD   -  LEBANON (2019)
 LB0633
 LB0633                         *CURRENT SURVEY CONTROL
 LB0633  ______________________________________________________________________
 LB0633* NAD 83(1986) POSITION- 40 03 35.63   (N) 086 28 00.10   (W)   HD_HELD1
 LB0633* NAVD 88 ORTHO HEIGHT -   287.408 (meters)      942.94  (feet) ADJUSTED
 LB0633  ______________________________________________________________________
 LB0633  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 LB0633  DYNAMIC HEIGHT  -        287.249 (meters)      942.42  (feet) COMP
 LB0633  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 LB0633
 LB0633  VERT ORDER      -  SECOND    CLASS 0
 LB0633
 LB0633.The horizontal coordinates were determined by differentially corrected
 LB0633.hand held GPS observations or other comparable positioning techniques
 LB0633.and have an estimated accuracy of +/- 3 meters.
 LB0633
 LB0633.The orthometric height was determined by differential leveling and
 LB0633.adjusted by the NATIONAL GEODETIC SURVEY
 LB0633.in June 1991.
 LB0633
 LB0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0633.GEOID18 height accuracy estimate available here.
 LB0633
 LB0633.Click photographs - Photos may exist for this station.
 LB0633
 LB0633.The dynamic height is computed by dividing the NAVD 88
 LB0633.geopotential number by the normal gravity value computed on the
 LB0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0633.degrees latitude (g = 980.6199 gals.).
 LB0633
 LB0633.The modeled gravity was interpolated from observed gravity values.
 LB0633
 LB0633;                    North         East    Units  Estimated Accuracy
 LB0633;SPC IN W     -   534,350.3     952,609.6     MT  (+/- 3 meters HH1 GPS) 
 LB0633
 LB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4548334541(NAD 83)
 LB0633
 LB0633                          SUPERSEDED SURVEY CONTROL
 LB0633
 LB0633  NGVD 29 (??/??/92)  287.509  (m)          943.27   (f) ADJ UNCH    2 0
 LB0633
 LB0633.Superseded values are not recommended for survey control.
 LB0633
 LB0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0633.See file dsdata.pdf to determine how the superseded data were derived.
 LB0633
 LB0633_MARKER: DR = REFERENCE MARK DISK
 LB0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0633_STAMPING: LEBANON NO 2 1934
 LB0633_MARK LOGO: CGS
 LB0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0633+STABILITY: SURFACE MOTION
 LB0633
 LB0633  HISTORY     - Date     Condition        Report By
 LB0633  HISTORY     - 1934     MONUMENTED       CGS
 LB0633  HISTORY     - 1946     GOOD             CGS
 LB0633
 LB0633                          STATION DESCRIPTION
 LB0633
 LB0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0633'AT LEBANON.
 LB0633'AT LEBANON, IN THE NORTHEAST PART OF TOWN, ON THE EAST SIDE OF
 LB0633'MEMORIAL PARK, 166 FEET NORTHWEST OF THE CENTER LINE OF ULEN
 LB0633'DRIVE, 18 FEET EAST OF A 3-INCH MAPLE TREE, SET IN THE WEST
 LB0633'EDGE OF A TRIANGULAR PLOT OF BARBERRY BUSHES, AND SET FLUSH WITH
 LB0633'THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED LEBANON NO.
 LB0633'2 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1715 ***********************************************************************
 JZ1715  DESIGNATION -  LEE
 JZ1715  PID         -  JZ1715
 JZ1715  STATE/COUNTY-  IN/HENRY
 JZ1715  COUNTRY     -  US
 JZ1715  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1715
 JZ1715                         *CURRENT SURVEY CONTROL
 JZ1715  ______________________________________________________________________
 JZ1715* NAD 83(1997) POSITION- 39 59 35.72097(N) 085 17 30.10067(W)   ADJUSTED
 JZ1715* NAD 83(1997) ELLIP HT-   309.871 (meters)        (05/25/99)   ADJUSTED
 JZ1715* NAVD 88 ORTHO HEIGHT -   343.057 (meters)     1125.51  (feet) ADJUSTED
 JZ1715  ______________________________________________________________________
 JZ1715  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 JZ1715  NAD 83(1997) X  -    401,666.996 (meters)                     COMP
 JZ1715  NAD 83(1997) Y  - -4,876,913.435 (meters)                     COMP
 JZ1715  NAD 83(1997) Z  -  4,077,611.055 (meters)                     COMP
 JZ1715  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 JZ1715  DYNAMIC HEIGHT  -        342.867 (meters)     1124.89  (feet) COMP
 JZ1715  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 JZ1715
 JZ1715  HORZ ORDER      -  FIRST
 JZ1715  VERT ORDER      -  SECOND    CLASS 0
 JZ1715  ELLP ORDER      -  FOURTH    CLASS I
 JZ1715
 JZ1715.The horizontal coordinates were established by classical geodetic methods
 JZ1715.and adjusted by the National Geodetic Survey in May 1999.
 JZ1715
 JZ1715.The orthometric height was determined by differential leveling and
 JZ1715.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1715.in June 1991.
 JZ1715
 JZ1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1715.GEOID18 height accuracy estimate available here.
 JZ1715
 JZ1715.Click photographs - Photos may exist for this station.
 JZ1715
 JZ1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1715
 JZ1715.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1715
 JZ1715.The ellipsoidal height was determined by GPS observations
 JZ1715.and is referenced to NAD 83.
 JZ1715
 JZ1715.The dynamic height is computed by dividing the NAVD 88
 JZ1715.geopotential number by the normal gravity value computed on the
 JZ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1715.degrees latitude (g = 980.6199 gals.).
 JZ1715
 JZ1715.The modeled gravity was interpolated from observed gravity values.
 JZ1715
 JZ1715. The following values were computed from the NAD 83(1997) position.
 JZ1715
 JZ1715;                    North         East     Units Scale Factor Converg.
 JZ1715;SPC IN E     -   526,836.171   132,022.431   MT  0.99997929   +0 14 27.6
 JZ1715;SPC IN E     - 1,728,461.67    433,143.59   sFT  0.99997929   +0 14 27.6
 JZ1715;UTM  16      - 4,428,406.216   645,838.582   MT  0.99986184   +1 05 53.2
 JZ1715
 JZ1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1715!SPC IN E     -   0.99995139  x   0.99997929  =   0.99993068
 JZ1715!UTM  16      -   0.99995139  x   0.99986184  =   0.99981324
 JZ1715
 JZ1715:                Primary Azimuth Mark                     Grid Az
 JZ1715:SPC IN E     -  BOYD                                     179 00 23.7
 JZ1715:UTM  16      -  BOYD                                     178 08 58.1
 JZ1715
 JZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4583828406(NAD 83)
 JZ1715
 JZ1715|---------------------------------------------------------------------|
 JZ1715| PID    Reference Object                     Distance      Geod. Az  |
 JZ1715|                                                           dddmmss.s |
 JZ1715| JZ1714 LEE RM 1                             30.699 METERS 06155     |
 JZ1715| JZ3313 BOYD                                APPROX.10.6 KM 1791451.3 |
 JZ1715| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX.10.4 KM 2140420.0 |
 JZ1715| JZ3312 NEWCASTLE CHRYSLER CORP TANK        APPROX.10.3 KM 2141116.4 |
 JZ1715| JZ3309 NEWCASTLE HOOSIER MFG CO TANK       APPROX.10.3 KM 2180218.1 |
 JZ1715| JZ3308 NEWCASTLE HOOSIER MFG CO STK        APPROX.10.5 KM 2183415.1 |
 JZ1715| JZ3307 NEWCASTLE HENRY CO CTHSE TOWER      APPROX. 9.7 KM 2241849.4 |
 JZ1715| JZ3320 NEWCASTLE INDIANA RR CO STACK       APPROX. 9.6 KM 2312657.5 |
 JZ1715| LA2080 MT SUMMIT SUMMIT PROD CO TANK       APPROX. 8.5 KM 2791900.5 |
 JZ1715| JZ1716 LEE 2                                31.726 METERS 28223     |
 JZ1715| LA1133 LEE AZ MK                                          3574550.9 |
 JZ1715|---------------------------------------------------------------------|
 JZ1715
 JZ1715                          SUPERSEDED SURVEY CONTROL
 JZ1715
 JZ1715  NAD 83(1995)-  39 59 35.72173(N)    085 17 30.10778(W) AD(       ) 1
 JZ1715  NAD 83(1986)-  39 59 35.72202(N)    085 17 30.11402(W) AD(       ) 1
 JZ1715  NAD 27      -  39 59 35.55200(N)    085 17 30.23900(W) AD(       ) 1
 JZ1715  NGVD 29 (??/??/92)  343.190  (m)         1125.95   (f) ADJ UNCH    2 0
 JZ1715  NGVD 29             343.19   (m)         1125.9    (f) LEVELING    3  
 JZ1715
 JZ1715.Superseded values are not recommended for survey control.
 JZ1715
 JZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1715.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1715
 JZ1715_MARKER: DS = TRIANGULATION STATION DISK
 JZ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1715_STAMPING: LEE 1939
 JZ1715_MARK LOGO: CGS
 JZ1715_PROJECTION: RECESSED 36 CENTIMETERS
 JZ1715_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1715+STABILITY: SURFACE MOTION
 JZ1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1715+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1988
 JZ1715
 JZ1715  HISTORY     - Date     Condition        Report By
 JZ1715  HISTORY     - 1939     MONUMENTED       CGS
 JZ1715  HISTORY     - 1947     GOOD             CGS
 JZ1715  HISTORY     - 1958     GOOD             CGS
 JZ1715  HISTORY     - 19880503 GOOD             NGS
 JZ1715
 JZ1715                          STATION DESCRIPTION
 JZ1715
 JZ1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1715'ABOUT 5 MILES EAST BY SOUTH OF MT. SUMMIT, ABOUT 6 MILES
 JZ1715'SOUTH-SOUTHWEST OF BLOUNTSVILLE, ON THE SOUTH SIDE OF A
 JZ1715'GRAVEL ROAD, IN THE NORTHEAST CORNER OF A SMALL ORCHARD OWNED BY
 JZ1715'HOWARD LEE, ABOUT 35 YARDS NORTHWEST OF THE LEE HOUSE, 34
 JZ1715'FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 21 FEET SOUTH OF THE
 JZ1715'FENCE LINE, 52 FEET WEST-SOUTHWEST OF THE NORTHEAST FENCE
 JZ1715'CORNER, AND 49 FEET WEST OF THE EAST FENCE LINE OF THE ORCHARD. THE
 JZ1715'MARK IS STAMPED LEE, 1939 AND IS 14 INCHES UNDERGROUND.
 JZ1715'
 JZ1715'TO REACH STATION AND AZIMUTH MARK FROM THE INTERSECTION OF STATE
 JZ1715'HIGHWAY 3 AND U.S. HIGHWAY 36 IN MT. SUMMIT, GO EAST ON U.S.
 JZ1715'HIGHWAY 36 MACADAM FOR 5.1 MILES TO AZIMUTH MARK ON THE RIGHT,
 JZ1715'OPPOSITE WHITE HOUSE OF C. JOHNSON, CONTINUE EAST FOR 0.15 MILE TO
 JZ1715'A GRAVEL ROAD RIGHT, TURN RIGHT SOUTH , AND GO 0.7 MILE TO A GRAVEL
 JZ1715'CROSS ROAD, TURN RIGHT AND GO W FOR 0.15 MILE TO THE LEE HOUSE AND
 JZ1715'STATION ON LEFT IN SMALL ORCHARD.
 JZ1715'
 JZ1715'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1715'DISKS SET IN CONCRETE.
 JZ1715'
 JZ1715'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE NORTH
 JZ1715'SIDE OF THE GRAVEL ROAD, 15 FEET NORTH OF THE CENTER LINE OF
 JZ1715'THE ROAD, 1 FOOT SOUTH OF THE FENCE ON SOUTH SIDE OF HOG LOT, 16
 JZ1715'FEET WEST OF THE SOUTHEAST CORNER OF HOG LOT. IT IS STAMPED LEE
 JZ1715'NO. 1, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ1715'
 JZ1715'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, ON THE SOUTH SIDE
 JZ1715'OF THE GRAVEL ROAD, 15 FEET SOUTH OF CENTER LINE OF THE ROAD,
 JZ1715'1 FOOT NORTH OF A WIRE FENCE, 10 FEET EAST OF AN 8-INCH BLACK WALNUT
 JZ1715'TREE. IT IS STAMPED LEE NO. 2, 1939 AND PROJECTS 8 INCHES ABOVE
 JZ1715'GROUND.
 JZ1715'
 JZ1715'AZIMUTH MARK IS NORTH OF THE STATION ON THE SOUTH RIGHT-OF-WAY OF
 JZ1715'U.S. HIGHWAY 36, ACROSS THE ROAD FROM THE JOHNSON HOME, ON A
 JZ1715'SLIGHT RISE, 39.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1
 JZ1715'FOOT NORTH OF WIRE FENCE, 4.5 FEET WEST OF A POWER-LINE POLE AND
 JZ1715'IS STAMPED GULF PORT 37-35-4.
 JZ1715'
 JZ1715'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 JZ1715
 JZ1715                          STATION RECOVERY (1947)
 JZ1715
 JZ1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1715'3.6 MI W FROM MOORELAND.
 JZ1715'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1715'AT MOORELAND, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 36,
 JZ1715'THENCE 0.75 MILE SOUTH AND 0.15 MILE WEST ALONG GRAVEL ROADS.
 JZ1715'THE MARK IS IN THE NORTHEAST CORNER OF AN ORCHARD, 104 FEET
 JZ1715'EAST-SOUTHEAST OF REFERENCE MARK NUMBER 2, 101 FEET SOUTHWEST
 JZ1715'AND ACROSS THE ROAD FROM REFERENCE MARK NUMBER 1, 81 FEET
 JZ1715'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MC CLERNEY FARM
 JZ1715'HOUSE, 35.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL
 JZ1715'ROAD, 20.5 FEET SOUTH OF A WIRE FENCE, ABOUT 1 FOOT ABOVE ROAD
 JZ1715'LEVEL, ABOUT 1 FOOT BELOW THE GROUND SURFACE AND SET IN THE TOP OF
 JZ1715'A CONCRETE POST.
 JZ1715
 JZ1715                          STATION RECOVERY (1958)
 JZ1715
 JZ1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JZ1715'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN THE
 JZ1715'ORIGINAL DESCRIPTION AND IN GOOD CONDITION. THE AZIMUTH MARK
 JZ1715'WAS IN THE WAY OF HIGHWAY WORK AND HAD TO BE MOVED, IT WAS OBSTRUCTED
 JZ1715'FROM STATION. IT WAS MOVED BUT NOT LOCATED.
 JZ1715'
 JZ1715'A NEW TO REACH IS AS FOLLOWS-
 JZ1715'
 JZ1715'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 36 IN
 JZ1715'MT. SUMMIT, GO EAST ON U.S. HIGHWAY 36 FOR 4.4 MILES TO A BLACK
 JZ1715'TOP CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO THE AZIMUTH
 JZ1715'MARK ON LEFT OR EAST SIDE OF ROAD , CONTINUE 0.15 MILE TO A GRAVEL
 JZ1715'CROSSROAD, TURN LEFT AND GO EAST FOR 0.6 MILE TO STATION AT RIGHT AS
 JZ1715'DESCRIBED AND WEST OF HOME OF J.A. CARNES.
 JZ1715'
 JZ1715'THE AZIMUTH MARK IS 10 INCHES WEST OF THE EAST RIGHT-OF-WAY FENCE, 9
 JZ1715'FEET N. OF A TELEPHONE POLE, 15 FEET SOUTHWEST OF THE SOUTHWEST
 JZ1715'CORNER OF AN OLD ORCHARD, 15 FEET EAST OF THE CENTER OF ROAD AND
 JZ1715'ABOUT FLUSH WITH GROUND, THE DISK IS STAMPED LEE 1939.
 JZ1715
 JZ1715                          STATION RECOVERY (1988)
 JZ1715
 JZ1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ1715'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTHEAST OF NEW CASTLE,
 JZ1715'8.0 KM (4.95 MI) SOUTHEAST OF MOUNT SUMMIT AND ON PRIVATE PROPERTY.
 JZ1715'OWNERSHIP--ROBERT RADER, ROUTE 1, BOX 184, MORELAND, IN 47360, PHONE
 JZ1715'317-766-5326.
 JZ1715'TO REACH THE STATION FROM THE CENTER OF THE STATE HIGHWAY 3 OVERPASS
 JZ1715'OVER U.S. HIGHWAY 36, GO EAST ON U.S. HIGHWAY 36 FOR 6.68 KM
 JZ1715'(4.15 MI)  TO A CROSSROAD, MESSICK ROAD.  TURN RIGHT AND GO SOUTH FOR
 JZ1715'1.29 KM (0.80 MI) TO COUNTY ROAD 425N.  TURN LEFT AND GO EAST FOR
 JZ1715'0.97 KM (0.60 MI) TO A BRICK HOUSE AND STATION ON THE RIGHT.
 JZ1715'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---LEE
 JZ1715'1939---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS RECESSED
 JZ1715'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  LOCATED 27.58 M (90.5 FT)
 JZ1715'NORTHWEST FROM THE NORTHWEST CORNER OF BRICK HOUSE, 17.86 M (58.6 FT)
 JZ1715'WEST-SOUTHWEST FROM A MAPLE TREE, 10.36 M (34.0 FT) SOUTH FROM CENTER
 JZ1715'OF COUNTY ROAD 425N, 6.10 M (20.0 FT) SOUTH FROM A WITNESS POST IN
 JZ1715'FENCELINE AND 2.56 M (8.4 FT) EAST FROM AN ELECTRIC WIRE FENCE.
 JZ1715'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ1715'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2142 ***********************************************************************
 LB2142  DESIGNATION -  LEE
 LB2142  PID         -  LB2142
 LB2142  STATE/COUNTY-  IN/JASPER
 LB2142  COUNTRY     -  US
 LB2142  USGS QUAD   -  WOLCOTT (2019)
 LB2142
 LB2142                         *CURRENT SURVEY CONTROL
 LB2142  ______________________________________________________________________
 LB2142* NAD 83(1997) POSITION- 40 52 01.32497(N) 087 01 41.68008(W)   ADJUSTED
 LB2142* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2142  ______________________________________________________________________
 LB2142  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LB2142  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 LB2142  HORZ ORDER      -  FIRST
 LB2142
 LB2142.The horizontal coordinates were established by classical geodetic methods
 LB2142.and adjusted by the National Geodetic Survey in May 1999.
 LB2142
 LB2142.The orthometric height was scaled from a topographic map.
 LB2142
 LB2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2142.GEOID18 height accuracy estimate available here.
 LB2142
 LB2142.Click photographs - Photos may exist for this station.
 LB2142
 LB2142.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2142
 LB2142. The following values were computed from the NAD 83(1997) position.
 LB2142
 LB2142;                    North         East     Units Scale Factor Converg.
 LB2142;SPC IN W     -   623,794.005   904,644.059   MT  0.99996693   +0 02 09.8
 LB2142;SPC IN W     - 2,046,564.16  2,967,986.38   sFT  0.99996693   +0 02 09.8
 LB2142;UTM  16      - 4,523,997.208   497,619.830   MT  0.99960007   -0 01 06.5
 LB2142
 LB2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2142!SPC IN W     -   0.99997156  x   0.99996693  =   0.99993849
 LB2142!UTM  16      -   0.99997156  x   0.99960007  =   0.99957164
 LB2142
 LB2142:                Primary Azimuth Mark                     Grid Az
 LB2142:SPC IN W     -  W 107                                    267 35 31.7
 LB2142:UTM  16      -  W 107                                    267 38 48.0
 LB2142
 LB2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9761923997(NAD 83)
 LB2142
 LB2142|---------------------------------------------------------------------|
 LB2142| PID    Reference Object                     Distance      Geod. Az  |
 LB2142|                                                           dddmmss.s |
 LB2142| CM3022 LEE RM 1                             29.157 METERS 17823     |
 LB2142| LB1427 W 107                                              2673741.5 |
 LB2142| CM3023 LEE RM 2                             21.840 METERS 26959     |
 LB2142|---------------------------------------------------------------------|
 LB2142
 LB2142                          SUPERSEDED SURVEY CONTROL
 LB2142
 LB2142  NAD 83(1986)-  40 52 01.33007(N)    087 01 41.69068(W) AD(       ) 1
 LB2142  NAD 27      -  40 52 01.18840(N)    087 01 41.62180(W) AD(       ) 1
 LB2142
 LB2142.Superseded values are not recommended for survey control.
 LB2142
 LB2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2142.See file dsdata.pdf to determine how the superseded data were derived.
 LB2142
 LB2142_MARKER: DS = TRIANGULATION STATION DISK
 LB2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2142_STAMPING: LEE 1947
 LB2142_MARK LOGO: CGS
 LB2142_PROJECTION: FLUSH
 LB2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2142+STABILITY: SURFACE MOTION
 LB2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB2142+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB2142
 LB2142  HISTORY     - Date     Condition        Report By
 LB2142  HISTORY     - 1947     MONUMENTED       CGS
 LB2142  HISTORY     - 1955     GOOD             CGS
 LB2142  HISTORY     - 20071110 GOOD             GEOCAC
 LB2142  HISTORY     - 20080808 GOOD             GEOCAC
 LB2142  HISTORY     - 20120327 GOOD             IN-073
 LB2142
 LB2142                          STATION DESCRIPTION
 LB2142
 LB2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2142'THE STATION IS LOCATED 8 MILES SOUTHEAST OF RENSSELAER, 8 MILES WEST
 LB2142'OF MONON AND 3 MILES SOUTH OF MCCOYSBURG, ON LAND OWNED BY AMOS
 LB2142'DAVIDSON.  IT IS 100 FEET SOUTHWEST OF THE HIGHEST POINT OF A
 LB2142'KNOLL, 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY 16, 32 FEET
 LB2142'WEST OF A 36-INCH OAK TREE, 4 FEET EAST OF A WHITE WITNESS POST
 LB2142'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 LB2142'DISK IS STAMPED LEE 1947.
 LB2142'
 LB2142'REFERENCE MARK NO. 1 IS 95.66 FEET SOUTH OF THE STATION.  IT IS 44
 LB2142'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 16 AND 1 FOOT SOUTH OF
 LB2142'A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEE NO 1
 LB2142'1947.
 LB2142'
 LB2142'REFERENCE MARK NO. 2 IS 71.65 FEET WEST OF THE STATION.  IT IS 52
 LB2142'FEET NORTH OF THE CENTER OF STATE HIGHWAY 16 AND 2 FEET NORTH OF A
 LB2142'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEE NO 2
 LB2142'1947.
 LB2142'
 LB2142'W 107 (USC AND GS) B. M. IS 0.3 MILE WEST OF THE STATION.  IT IS 150
 LB2142'FEET SOUTHEAST OF THE CENTER OF A CROSSROAD, 38 FEET SOUTH OF THE
 LB2142'CENTER OF HIGHWAY 16, 3 FEET WEST OF A WHITE WITNESS POST AND 1
 LB2142'FOOT NORTH OF A FENCELINE.  IT IS A STANDARD UNITED STATES COAST
 LB2142'AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN THE TOP OF A
 LB2142'6 X 6 INCH CONCRETE POST WHICH PROJECTS 3 INCHES.  THE DISK IS
 LB2142'STAMPED W 107 1946 AND IT IS TO BE USED AS AN AZIMUTH MARK FOR
 LB2142'THIS STATION.
 LB2142'
 LB2142'TO REACH THE STATION FROM THE COURTHOUSE IN RENSSELAER, GO SOUTH ON
 LB2142'STATE HIGHWAY 53 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY 16,
 LB2142'TURN LEFT AND GO EAST ON STATE HIGHWAY 16 FOR 6.7 MILES TO THE
 LB2142'STATION ON THE LEFT AS DESCRIBED.
 LB2142'
 LB2142'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2142
 LB2142                          STATION RECOVERY (1955)
 LB2142
 LB2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2142'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AS DESCRIBED
 LB2142'AND FOUND IN GOOD CONDITION, ALSO BENCH MARK W 107 RECOVERED AS
 LB2142'DESCRIBED AND FOUND IN GOOD CONDITION.  THE LAND IS NOW OWNED BY
 LB2142'EDWARD GRUNDY.
 LB2142'
 LB2142'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AND BENCH MARK
 LB2142'CHECKED WITH THE 1947 OBSERVATIONS.  THE ORIGINAL DESCRIPTION
 LB2142'SUBMITTED BY R. C. BOLSTAD IN 1947 ADEQUATE.
 LB2142'
 LB2142'HEIGHT OF LIGHT ABOVE GROUND, 34 METERS.
 LB2142
 LB2142                          STATION RECOVERY (2007)
 LB2142
 LB2142'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2142'FOUND STATION AND RM 2
 LB2142
 LB2142                          STATION RECOVERY (2008)
 LB2142
 LB2142'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2142'RECOVERED IN GOOD CONDITION.
 LB2142
 LB2142                          STATION RECOVERY (2012)
 LB2142
 LB2142'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB2142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1716 ***********************************************************************
 JZ1716  DESIGNATION -  LEE 2
 JZ1716  PID         -  JZ1716
 JZ1716  STATE/COUNTY-  IN/HENRY
 JZ1716  COUNTRY     -  US
 JZ1716  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1716
 JZ1716                         *CURRENT SURVEY CONTROL
 JZ1716  ______________________________________________________________________
 JZ1716* NAD 83(1986) POSITION- 39 59 35.94   (N) 085 17 31.41   (W)   HD_HELD1
 JZ1716* NAVD 88 ORTHO HEIGHT -   342.008 (meters)     1122.07  (feet) ADJUSTED
 JZ1716  ______________________________________________________________________
 JZ1716  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 JZ1716  DYNAMIC HEIGHT  -        341.818 (meters)     1121.45  (feet) COMP
 JZ1716  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 JZ1716
 JZ1716  VERT ORDER      -  SECOND    CLASS 0
 JZ1716
 JZ1716.The horizontal coordinates were determined by differentially corrected
 JZ1716.hand held GPS observations or other comparable positioning techniques
 JZ1716.and have an estimated accuracy of +/- 3 meters.
 JZ1716
 JZ1716.The orthometric height was determined by differential leveling and
 JZ1716.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1716.in June 1991.
 JZ1716
 JZ1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1716.GEOID18 height accuracy estimate available here.
 JZ1716
 JZ1716.Click photographs - Photos may exist for this station.
 JZ1716
 JZ1716.The dynamic height is computed by dividing the NAVD 88
 JZ1716.geopotential number by the normal gravity value computed on the
 JZ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1716.degrees latitude (g = 980.6199 gals.).
 JZ1716
 JZ1716.The modeled gravity was interpolated from observed gravity values.
 JZ1716
 JZ1716;                    North         East    Units  Estimated Accuracy
 JZ1716;SPC IN E     -   526,842.8     131,991.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1716
 JZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4580728412(NAD 83)
 JZ1716
 JZ1716                          SUPERSEDED SURVEY CONTROL
 JZ1716
 JZ1716  NGVD 29 (??/??/92)  342.14   (m)         1122.5    (f) COMPUTED    2 0
 JZ1716
 JZ1716.Superseded values are not recommended for survey control.
 JZ1716
 JZ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1716.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1716
 JZ1716_MARKER: DR = REFERENCE MARK DISK
 JZ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1716_STAMPING: LEE NO 2 1939
 JZ1716_MARK LOGO: CGS
 JZ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1716+STABILITY: SURFACE MOTION
 JZ1716
 JZ1716  HISTORY     - Date     Condition        Report By
 JZ1716  HISTORY     - 1939     MONUMENTED       CGS
 JZ1716  HISTORY     - 1947     GOOD             CGS
 JZ1716
 JZ1716                          STATION DESCRIPTION
 JZ1716
 JZ1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1716'3.6 MI W FROM MOORELAND.
 JZ1716'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1716'AT MOORELAND, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 36,
 JZ1716'THENCE 0.75 MILE SOUTH AND 0.15 MILE WEST ALONG GRAVEL ROADS.
 JZ1716'THE MARK IS ABOUT 61 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 JZ1716'THE MC CLERNEY FARM HOUSE, 104 FEET WEST-NORTHWEST OF THE
 JZ1716'STATION MARK, 193 FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM
 JZ1716'REFERENCE MARK NUMBER 1, 13.5 FEET SOUTH OF THE CENTER LINE OF
 JZ1716'THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, 10 FEET EAST OF AN 8-INCH
 JZ1716'BLACK WALNUT TREE, 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP
 JZ1716'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2736 ***********************************************************************
 LB2736  DESIGNATION -  LEE 9
 LB2736  PID         -  LB2736
 LB2736  STATE/COUNTY-  IN/HAMILTON
 LB2736  COUNTRY     -  US
 LB2736  USGS QUAD   -  WESTFIELD (2019)
 LB2736
 LB2736                         *CURRENT SURVEY CONTROL
 LB2736  ______________________________________________________________________
 LB2736* NAD 83(2011) POSITION- 40 01 39.71072(N) 086 13 16.94967(W)   ADJUSTED
 LB2736* NAD 83(2011) ELLIP HT-   243.653 (meters)        (06/27/12)   ADJUSTED
 LB2736* NAD 83(2011) EPOCH   -  2010.00
 LB2736* NAVD 88 ORTHO HEIGHT -   277.96  (meters)      911.9   (feet) LEVELING
 LB2736  ______________________________________________________________________
 LB2736  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 LB2736  NAD 83(2011) X  -    322,319.503 (meters)                     COMP
 LB2736  NAD 83(2011) Y  - -4,880,284.537 (meters)                     COMP
 LB2736  NAD 83(2011) Z  -  4,080,497.680 (meters)                     COMP
 LB2736  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 LB2736  VERT ORDER      -  THIRD ?
 LB2736
 LB2736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2736  Standards:
 LB2736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2736  -------------------------------------------------------------------
 LB2736  NETWORK    6.65   6.13           2.89   2.41   3.13      0.33859859
 LB2736  -------------------------------------------------------------------
 LB2736  Click here for local accuracies and other accuracy information.
 LB2736
 LB2736.The horizontal coordinates were established by GPS observations
 LB2736.and adjusted by the National Geodetic Survey in June 2012.
 LB2736
 LB2736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2736.been affixed to the stable North American tectonic plate. See 
 LB2736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2736
 LB2736.The horizontal coordinates are valid at the epoch date displayed above
 LB2736.which is a decimal equivalence of Year/Month/Day.
 LB2736
 LB2736.The orthometric height was determined by differential leveling.
 LB2736.The vertical network tie was performed by a horz. field party for horz.
 LB2736.obs reductions. Reset procedures were used to establish the elevation.
 LB2736
 LB2736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2736.GEOID18 height accuracy estimate available here.
 LB2736
 LB2736.Click photographs - Photos may exist for this station.
 LB2736
 LB2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2736
 LB2736.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2736
 LB2736.The ellipsoidal height was determined by GPS observations
 LB2736.and is referenced to NAD 83.
 LB2736
 LB2736. The following values were computed from the NAD 83(2011) position.
 LB2736
 LB2736;                    North         East     Units Scale Factor Converg.
 LB2736;SPC IN E     -   530,740.329    52,651.917   MT  0.99999425   -0 21 24.4
 LB2736;SPC IN E     - 1,741,270.56    172,742.16   sFT  0.99999425   -0 21 24.4
 LB2736;SPC IN W     -   530,948.870   973,574.240   MT  1.00003328   +0 33 15.8
 LB2736;SPC IN W     - 1,741,954.75  3,194,134.82   sFT  1.00003328   +0 33 15.8
 LB2736;UTM  16      - 4,431,121.715   566,436.701   MT  0.99965434   +0 30 02.9
 LB2736
 LB2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2736!SPC IN E     -   0.99996178  x   0.99999425  =   0.99995603
 LB2736!SPC IN W     -   0.99996178  x   1.00003328  =   0.99999506
 LB2736!UTM  16      -   0.99996178  x   0.99965434  =   0.99961613
 LB2736
 LB2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6643631121(NAD 83)
 LB2736
 LB2736                          SUPERSEDED SURVEY CONTROL
 LB2736
 LB2736  NAD 83(2007)-  40 01 39.71078(N)    086 13 16.95062(W) AD(2002.00) 0
 LB2736  ELLIP H (02/10/07)  243.673  (m)                       GP(2002.00)    
 LB2736  NAD 83(1997)-  40 01 39.71110(N)    086 13 16.95173(W) AD(       ) 2
 LB2736  ELLIP H (05/25/99)  243.686  (m)                       GP(       ) 4 1
 LB2736  NAD 83(1986)-  40 01 39.71603(N)    086 13 16.96567(W) AD(       ) 2
 LB2736
 LB2736.Superseded values are not recommended for survey control.
 LB2736
 LB2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2736.See file dsdata.pdf to determine how the superseded data were derived.
 LB2736
 LB2736_MARKER: DD = SURVEY DISK
 LB2736_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2736_STAMPING: LEE 9 1989
 LB2736_MARK LOGO: INDNR
 LB2736_PROJECTION: RECESSED 4 CENTIMETERS
 LB2736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2736+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 LB2736
 LB2736  HISTORY     - Date     Condition        Report By
 LB2736  HISTORY     - 1989     MONUMENTED       INDNR
 LB2736  HISTORY     - 19920804 GOOD
 LB2736  HISTORY     - 20040512 GOOD             PICI
 LB2736  HISTORY     - 20110714 GOOD             INDNR
 LB2736  HISTORY     - 20220915 GOOD             IN-057
 LB2736
 LB2736                          STATION DESCRIPTION
 LB2736
 LB2736'DESCRIBED BY IN DEPT OF NAT RES 1989
 LB2736'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH-SOUTHWEST OF JOLIETVILLE,
 LB2736'1.0 MILE EAST ALONG WEST 166TH STREET FROM ITS INTERSECTION WITH THE
 LB2736'BOONE-HAMILTON COUNTY LINE ROAD.  SET IN THE TOP OF A CONCRETE POST,
 LB2736'0.2 FOOT BELOW THE GROUND, A DEPARTMENT OF NATURAL RESOURCES BRASS
 LB2736'CONTROL STATION TABLET, STAMPED LEE 9 1989.
 LB2736
 LB2736                          STATION RECOVERY (1992)
 LB2736
 LB2736'RECOVERED 1992
 LB2736'RECOVERED IN GOOD CONDITION.
 LB2736
 LB2736                          STATION RECOVERY (2004)
 LB2736
 LB2736'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 LB2736'RECOVERED IN GOOD CONDITION.
 LB2736
 LB2736                          STATION RECOVERY (2011)
 LB2736
 LB2736'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 LB2736'19.0 FEET SOUTH OF CENTERLINE OF WEST 166TH STREET
 LB2736'9.7 FEET NORTH OF AN EAST-WEST FENCE
 LB2736'5.2 FEET EAST OF A FENCE CORNER POST
 LB2736'4.8 FEET EAST OF AN ORANGE DNR WITNESS POST
 LB2736'GROWTH OF TREES SINCE THE MARK WAS SET MAKE GPS MARGINAL AT BEST.
 LB2736
 LB2736                          STATION RECOVERY (2022)
 LB2736
 LB2736'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB2736'19.0 FT (5.8 M) SOUTH OF THE CENTERLINE OF WEST 166TH STREET, 9 FT
 LB2736'(2.7 M) NORTH OF AN EAST-WEST FENCE, 9 FT (2.7 M) EAST OF A FENCE
 LB2736'CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1133 ***********************************************************************
 LA1133  DESIGNATION -  LEE AZ MK
 LA1133  PID         -  LA1133
 LA1133  STATE/COUNTY-  IN/HENRY
 LA1133  COUNTRY     -  US
 LA1133  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1133
 LA1133                         *CURRENT SURVEY CONTROL
 LA1133  ______________________________________________________________________
 LA1133* NAD 83(1986) POSITION- 40 00 14.     (N) 085 17 32.     (W)   SCALED
 LA1133* NAVD 88 ORTHO HEIGHT -   340.453 (meters)     1116.97  (feet) ADJUSTED
 LA1133  ______________________________________________________________________
 LA1133  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 LA1133  DYNAMIC HEIGHT  -        340.265 (meters)     1116.35  (feet) COMP
 LA1133  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 LA1133
 LA1133  VERT ORDER      -  SECOND    CLASS 0
 LA1133
 LA1133.The horizontal coordinates were scaled from a map and have
 LA1133.an estimated accuracy of +/- 6 seconds.
 LA1133
 LA1133.The orthometric height was determined by differential leveling and
 LA1133.adjusted by the NATIONAL GEODETIC SURVEY
 LA1133.in June 1991.
 LA1133
 LA1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1133.GEOID18 height accuracy estimate available here.
 LA1133
 LA1133.Click photographs - Photos may exist for this station.
 LA1133
 LA1133.The dynamic height is computed by dividing the NAVD 88
 LA1133.geopotential number by the normal gravity value computed on the
 LA1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1133.degrees latitude (g = 980.6199 gals.).
 LA1133
 LA1133.The modeled gravity was interpolated from observed gravity values.
 LA1133
 LA1133;                    North         East    Units  Estimated Accuracy
 LA1133;SPC IN E     -   528,020.      131,970.      MT  (+/- 180 meters Scaled)
 LA1133
 LA1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK457295(NAD 83)
 LA1133
 LA1133                          SUPERSEDED SURVEY CONTROL
 LA1133
 LA1133  NGVD 29 (??/??/92)  340.588  (m)         1117.41   (f) ADJ UNCH    2 0
 LA1133
 LA1133.Superseded values are not recommended for survey control.
 LA1133
 LA1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1133.See file dsdata.pdf to determine how the superseded data were derived.
 LA1133
 LA1133_MARKER: DZ = AZIMUTH MARK DISK
 LA1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1133_STAMPING: LEE 1939
 LA1133_MARK LOGO: CGS
 LA1133_PROJECTION: FLUSH
 LA1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1133+STABILITY: SURFACE MOTION
 LA1133
 LA1133  HISTORY     - Date     Condition        Report By
 LA1133  HISTORY     - 1939     MONUMENTED       CGS
 LA1133
 LA1133                          STATION DESCRIPTION
 LA1133
 LA1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA1133'2.9 MI NW FROM MOORELAND.
 LA1133'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 LA1133'BUILDING AT MOORELAND, THENCE 2.2 MILES WEST ALONG U.S. HIGHWAY
 LA1133'36, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH CROSS ROAD, AT THE CREST
 LA1133'OF A LOW RIDGE ACROSS THE HIGHWAY FROM THE J. BOILES FARM HOUSE,
 LA1133'ABOUT 0.75 MILE NORTH OF THE STATION MARK, 40 FEET SOUTH OF THE
 LA1133'CENTER LINE OF THE HIGHWAY 5 FEET WEST OF REA POWER POLE NUMBER
 LA1133'4-194, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET
 LA1133'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE HIGHWAY
 LA1133'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1133'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1714 ***********************************************************************
 JZ1714  DESIGNATION -  LEE RM 1
 JZ1714  PID         -  JZ1714
 JZ1714  STATE/COUNTY-  IN/HENRY
 JZ1714  COUNTRY     -  US
 JZ1714  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1714
 JZ1714                         *CURRENT SURVEY CONTROL
 JZ1714  ______________________________________________________________________
 JZ1714* NAD 83(1986) POSITION- 39 59 36.19   (N) 085 17 28.96   (W)   HD_HELD1
 JZ1714* NAVD 88 ORTHO HEIGHT -   343.352 (meters)     1126.48  (feet) ADJUSTED
 JZ1714  ______________________________________________________________________
 JZ1714  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 JZ1714  DYNAMIC HEIGHT  -        343.161 (meters)     1125.85  (feet) COMP
 JZ1714  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 JZ1714
 JZ1714  VERT ORDER      -  SECOND    CLASS 0
 JZ1714
 JZ1714.The horizontal coordinates were determined by differentially corrected
 JZ1714.hand held GPS observations or other comparable positioning techniques
 JZ1714.and have an estimated accuracy of +/- 3 meters.
 JZ1714
 JZ1714.The orthometric height was determined by differential leveling and
 JZ1714.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1714.in June 1991.
 JZ1714
 JZ1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1714.GEOID18 height accuracy estimate available here.
 JZ1714
 JZ1714.Click photographs - Photos may exist for this station.
 JZ1714
 JZ1714.The dynamic height is computed by dividing the NAVD 88
 JZ1714.geopotential number by the normal gravity value computed on the
 JZ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1714.degrees latitude (g = 980.6199 gals.).
 JZ1714
 JZ1714.The modeled gravity was interpolated from observed gravity values.
 JZ1714
 JZ1714;                    North         East    Units  Estimated Accuracy
 JZ1714;SPC IN E     -   526,850.8     132,049.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1714
 JZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4586528421(NAD 83)
 JZ1714
 JZ1714                          SUPERSEDED SURVEY CONTROL
 JZ1714
 JZ1714  NGVD 29 (??/??/92)  343.48   (m)         1126.9    (f) COMPUTED    2 0
 JZ1714
 JZ1714.Superseded values are not recommended for survey control.
 JZ1714
 JZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1714.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1714
 JZ1714_MARKER: DR = REFERENCE MARK DISK
 JZ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1714_STAMPING: LEE NO 1 1939
 JZ1714_MARK LOGO: CGS
 JZ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1714+STABILITY: SURFACE MOTION
 JZ1714
 JZ1714  HISTORY     - Date     Condition        Report By
 JZ1714  HISTORY     - 1939     MONUMENTED       CGS
 JZ1714  HISTORY     - 1947     GOOD             CGS
 JZ1714
 JZ1714                          STATION DESCRIPTION
 JZ1714
 JZ1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1714'3.6 MI W FROM MOORELAND.
 JZ1714'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1714'AT MOORELAND, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 36,
 JZ1714'THENCE 0.75 MILE SOUTH AND 0.15 MILE WEST ALONG GRAVEL ROADS.
 JZ1714'THE MARK IS DIRECTLY ACROSS THE EAST-WEST GRAVEL ROAD FROM THE
 JZ1714'MC CLERNEY FARM HOUSE, ABOUT 6 FEET NORTH OF THE MAIL BOX, 15
 JZ1714'FEET NORTH OF THE CENTER LINE OF THE ROAD, 25.5 FEET SOUTHWEST
 JZ1714'OF THE SOUTHWEST CORNER OF A CONCRETE WATER TROUGH, 5 FEET WEST
 JZ1714'OF A CONCRETE GATE POST, 1.3 FEET SOUTH OF A FENCE, 193 FEET
 JZ1714'EAST-NORTHEAST AND ACROSS THE ROAD FROM REFERENCE MARK NUMBER
 JZ1714'2, 101 FEET NORTHEAST OF THE STATION MARK, 2 FEET EAST OF A WHITE
 JZ1714'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JZ1714'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1636 ***********************************************************************
 MD1636  DESIGNATION -  LEEDY
 MD1636  PID         -  MD1636
 MD1636  STATE/COUNTY-  IN/WHITLEY
 MD1636  COUNTRY     -  US
 MD1636  USGS QUAD   -  LORANE (2019)
 MD1636
 MD1636                         *CURRENT SURVEY CONTROL
 MD1636  ______________________________________________________________________
 MD1636* NAD 83(1997) POSITION- 41 12 46.94265(N) 085 34 29.35786(W)   ADJUSTED
 MD1636* NAVD 88 ORTHO HEIGHT -   292.    (meters)      958.    (feet) SCALED
 MD1636  ______________________________________________________________________
 MD1636  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 MD1636  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 MD1636  HORZ ORDER      -  SECOND
 MD1636
 MD1636.The horizontal coordinates were established by classical geodetic methods
 MD1636.and adjusted by the National Geodetic Survey in May 1999.
 MD1636
 MD1636.The orthometric height was scaled from a topographic map.
 MD1636
 MD1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1636.GEOID18 height accuracy estimate available here.
 MD1636
 MD1636.Click photographs - Photos may exist for this station.
 MD1636
 MD1636.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1636
 MD1636. The following values were computed from the NAD 83(1997) position.
 MD1636
 MD1636;                    North         East     Units Scale Factor Converg.
 MD1636;SPC IN E     -   662,220.797   107,702.208   MT  0.99996740   +0 03 37.8
 MD1636;SPC IN E     - 2,172,636.06    353,352.99   sFT  0.99996740   +0 03 37.8
 MD1636;UTM  16      - 4,563,386.035   619,474.570   MT  0.99977567   +0 56 20.8
 MD1636
 MD1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1636!SPC IN E     -   0.99995942  x   0.99996740  =   0.99992682
 MD1636!UTM  16      -   0.99995942  x   0.99977567  =   0.99973510
 MD1636
 MD1636:                Primary Azimuth Mark                     Grid Az
 MD1636:SPC IN E     -  LEEDY AZ MK                              125 00 52.3
 MD1636:UTM  16      -  LEEDY AZ MK                              124 08 09.3
 MD1636
 MD1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1947463386(NAD 83)
 MD1636
 MD1636|---------------------------------------------------------------------|
 MD1636| PID    Reference Object                     Distance      Geod. Az  |
 MD1636|                                                           dddmmss.s |
 MD1636| CC8776 LEEDY AZ MK                                        1250430.1 |
 MD1636| CC8777 LEEDY RM 1                           26.487 METERS 13959     |
 MD1636| CC8778 LEEDY RM 2                           31.928 METERS 28920     |
 MD1636|---------------------------------------------------------------------|
 MD1636
 MD1636                          SUPERSEDED SURVEY CONTROL
 MD1636
 MD1636  NAD 83(1995)-  41 12 46.94603(N)    085 34 29.36562(W) AD(       ) 2
 MD1636  NAD 83(1986)-  41 12 46.94544(N)    085 34 29.36871(W) AD(       ) 2
 MD1636  NAD 27      -  41 12 46.78020(N)    085 34 29.43320(W) AD(       ) 2
 MD1636
 MD1636.Superseded values are not recommended for survey control.
 MD1636
 MD1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1636.See file dsdata.pdf to determine how the superseded data were derived.
 MD1636
 MD1636_MARKER: DS = TRIANGULATION STATION DISK
 MD1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1636_STAMPING: LEEDY 1946
 MD1636_MARK LOGO: CGS
 MD1636_PROJECTION: RECESSED 38 CENTIMETERS
 MD1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1636+STABILITY: SURFACE MOTION
 MD1636
 MD1636  HISTORY     - Date     Condition        Report By
 MD1636  HISTORY     - 1946     MONUMENTED       CGS
 MD1636  HISTORY     - 1960     GOOD             CGS
 MD1636
 MD1636                          STATION DESCRIPTION
 MD1636
 MD1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1636'STATION IS LOCATED 6.4 MILES WEST OF COLUMBIA CITY ON THE NORTHSIDE OF
 MD1636'U.S.  HIGHWAY 30 AND ACROSS THE HIGHWAY FROM MR. R.K. LEEDYS
 MD1636'FARMHOUSE.
 MD1636'
 MD1636'IT IS 76 FEET NORTH OF THE CENTER OF THE HIGHWAY, 63 FEET NORTHWEST OF
 MD1636'A 12 INCH ELM TREE, 29 FEET NORTH OF A POWER POLE AND ABOUT 50 YARDS
 MD1636'NORTH OF MR. LEEDYS HOME.  THE MARK IS ABOUT 15 INCHES BELOW THE
 MD1636'SURFACE OF THE GROUND AND THE DISK IS STAMPED LEEDY 1946.
 MD1636'
 MD1636'REFERENCE MARK NO. 1 IS 86.90 FEET EAST OF THE STATION.  IT IS 49 FEET
 MD1636'NORTH OF THE CENTER OF THE HIGHWAY AND 32 FEET NORTHEAST OF A 12 INCH
 MD1636'ELM TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1636'LEEDY NO 1 1946.
 MD1636'
 MD1636'REFERENCE MARK NO. 2 IS 104.75 FEET WEST OF THE STATION.  IT IS 53
 MD1636'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH OF A FENCE.
 MD1636'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LEEDY NO 2 1946.
 MD1636'
 MD1636'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 47 FEET SOUTH OF
 MD1636'THE CENTER OF THE HIGHWAY AND 95 FEET NORTHEAST OF A RED BARN.  THE
 MD1636'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LEEDY 1946.
 MD1636'
 MD1636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1636
 MD1636                          STATION RECOVERY (1960)
 MD1636
 MD1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1636'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1636'DESCRIBED.
 MD1636'
 MD1636'ABOUT 0.65 MILE W ALONG NO. 30 U.S. HIGHWAY FROM THE COURTHOUSE IN
 MD1636'COLUMBIA CITY, THENCE 5.9
 MD1636'MILES NORTHWESTERLY ON LINCOLN WAY (WAS OLD NO. 30 OR LINCOLN HIGHWAY)
 MD1636'TO TOP OF HILL AND STATION ON LAND NOW OWNED
 MD1636'AND OCCUPIED BY C. J. H. FOSNAUGH, ABOUT 50 YARDS N OF HOUSE,
 MD1636'75 FEET NNE OF CENTER LINE OF ROAD, 72 FEET E OF
 MD1636'PROJECTED PLANE OF E WALL OF 2-STORY FRAME
 MD1636'HOUSE ON S SIDE OF ROAD, 26 FEET NNE OF CENTER OF NO. RC 80 POWER
 MD1636'POLE, 25 FEET NNE OF LINE BETWEEN
 MD1636'REFERENCE MARKS, STANDARD DISKS STAMPED LEEDY 1946, IN NOTES 1A AND
 MD1636'7A MARKS WITH THE UPPER MARK 1.3 FEET
 MD1636'UNDERGROUND.
 MD1636'
 MD1636'REFERENCE STAMPED LEEDY NO 1 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1636'86.90 FEET OR 26.487 METERS
 MD1636'SE IN AZIMUTH 319 DEG 59 MIN FROM STATION, AND 48 FEET NNE OF CENTER
 MD1636'LINE OF ROAD.
 MD1636'
 MD1636'REFERENCE STAMPED LEEDY NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1636'104.75 FEET OR 31.928 METERS
 MD1636'WNW IN AZIMUTH 109 DEG 20 MIN FROM STATION, 184.8 FEET WNW OF NO. 1
 MD1636'R.M. 51-1/2 FEET NNE OF CENTER LINE OF
 MD1636'ROAD, AND 8 FEET E OF PLANE OF W WALL OF SAID HOUSE.
 MD1636'
 MD1636'AZIMUTH MARK STAMPED LEEDY 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS 0.4
 MD1636'MILE ESE IN AZIMUTH 305 DEG 04 MIN
 MD1636'32.3 SEC FROM STATION, ABOUT 20 YARDS E OF CREST OF RIDGE, 95-1/2
 MD1636'FEET NNE OF NE CORNER OF BARN, 49 FEET E
 MD1636'OF PROJECTED PLANE OF E WALL OF BARN, 47 FEET S OF CENTER LINE
 MD1636'OF 18-FOOT ASPHALT ROAD, 7 FEET W OF PROJECTED
 MD1636'PLANE OF W WALL OF 2-STORY HOUSE, 2 FEET N
 MD1636'OF FENCE, AND 1.8 FEET W OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1674 ***********************************************************************
 MD1674  DESIGNATION -  LEESBURG
 MD1674  PID         -  MD1674
 MD1674  STATE/COUNTY-  IN/KOSCIUSKO
 MD1674  COUNTRY     -  US
 MD1674  USGS QUAD   -  LEESBURG (2019)
 MD1674
 MD1674                         *CURRENT SURVEY CONTROL
 MD1674  ______________________________________________________________________
 MD1674* NAD 83(1997) POSITION- 41 21 48.83621(N) 085 51 17.25592(W)   ADJUSTED
 MD1674* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 MD1674  ______________________________________________________________________
 MD1674  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 MD1674  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 MD1674  HORZ ORDER      -  SECOND
 MD1674
 MD1674.The horizontal coordinates were established by classical geodetic methods
 MD1674.and adjusted by the National Geodetic Survey in May 1999.
 MD1674
 MD1674.The orthometric height was scaled from a topographic map.
 MD1674
 MD1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1674.GEOID18 height accuracy estimate available here.
 MD1674
 MD1674.Click photographs - Photos may exist for this station.
 MD1674
 MD1674.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1674
 MD1674. The following values were computed from the NAD 83(1997) position.
 MD1674
 MD1674;                    North         East     Units Scale Factor Converg.
 MD1674;SPC IN E     -   678,950.587    84,259.744   MT  0.99996971   -0 07 27.6
 MD1674;SPC IN E     - 2,227,523.72    276,442.18   sFT  0.99996971   -0 07 27.6
 MD1674;UTM  16      - 4,579,750.194   595,783.279   MT  0.99971291   +0 45 24.7
 MD1674
 MD1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1674!SPC IN E     -   0.99996512  x   0.99996971  =   0.99993483
 MD1674!UTM  16      -   0.99996512  x   0.99971291  =   0.99967804
 MD1674
 MD1674:                Primary Azimuth Mark                     Grid Az
 MD1674:SPC IN E     -  LEESBURG AZ MK                           359 24 20.8
 MD1674:UTM  16      -  LEESBURG AZ MK                           358 31 28.5
 MD1674
 MD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9578379750(NAD 83)
 MD1674
 MD1674|---------------------------------------------------------------------|
 MD1674| PID    Reference Object                     Distance      Geod. Az  |
 MD1674|                                                           dddmmss.s |
 MD1674| AH8206 LEESBURG RM 2                        32.373 METERS 09134     |
 MD1674| AH8205 LEESBURG RM 1                        32.912 METERS 35913     |
 MD1674| AH8204 LEESBURG AZ MK                                     3591653.2 |
 MD1674|---------------------------------------------------------------------|
 MD1674
 MD1674                          SUPERSEDED SURVEY CONTROL
 MD1674
 MD1674  NAD 83(1986)-  41 21 48.83957(N)    085 51 17.26502(W) AD(       ) 2
 MD1674  NAD 27      -  41 21 48.67040(N)    085 51 17.29090(W) AD(       ) 2
 MD1674
 MD1674.Superseded values are not recommended for survey control.
 MD1674
 MD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1674.See file dsdata.pdf to determine how the superseded data were derived.
 MD1674
 MD1674_MARKER: DS = TRIANGULATION STATION DISK
 MD1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1674_STAMPING: LEESBURG 1947
 MD1674_MARK LOGO: CGS
 MD1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1674+STABILITY: SURFACE MOTION
 MD1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1674+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 MD1674
 MD1674  HISTORY     - Date     Condition        Report By
 MD1674  HISTORY     - 1947     MONUMENTED       CGS
 MD1674  HISTORY     - 19930111 GOOD             NGS
 MD1674
 MD1674                          STATION DESCRIPTION
 MD1674
 MD1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1674'STATION IS LOCATED ABOUT 9 MILES NORTH OF WARSAW ON THE WEST SIDE OF
 MD1674'STATE HIGHWAY 15.  IT IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY IN
 MD1674'THE WEST RIGHT-OF-WAY FENCE LINE, 40 FEET NORTH OF THE NOTHEAST CORNER
 MD1674'OF A SMALL RED BARN AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1674'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LEESBURG 1947.
 MD1674'
 MD1674'REFERENCE MARK NO. 1 IS 107.98 FEET NORTH OF THE STATION IN THE WEST
 MD1674'RIGHT-OF-WAY FENCE LINE.  IT IS 40 FEET WEST OF THE CENTER OF THE
 MD1674'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1674'LEESBURG NO 1 1947.
 MD1674'
 MD1674'REFERENCE MARK NO. 2 IS 106.21 FEET EAST OF THE STATION.  IT IS 67
 MD1674'FEET EAST OF THE CENTER OF THE HIGHWAY AND 17 FEET EAST OF THE EAST
 MD1674'RAIL OF THE NYC R.R. TRACKS.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MD1674'DISK IS STAMPED LEESBURG NO 2 1947.
 MD1674'
 MD1674'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 MD1674'STATE HIGHWAY 15.  IT IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY IN
 MD1674'THE WEST RIGHT-OF-WAY FENCE LINE, AND 5 FEET SOUTH OF A WHITE WITNESS
 MD1674'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1674'LEESBURG 1947.
 MD1674'
 MD1674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1674'HIGHWAY 15 IN WARSAW, GO NORTH ON STATE HIGHWAY 15 FOR 8.8 MILES TO A
 MD1674'CROSSROAD, CONTINUE ABOUT 75 YARDS TO THE STATION ON THE LEFT.
 MD1674'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MD1674'
 MD1674'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1674
 MD1674                          STATION RECOVERY (1993)
 MD1674
 MD1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1674'0.5 KM (0.30 MI) EASTERLY ALONG VAN BUREN STREET FROM THE POST OFFICE
 MD1674'IN LEESBURG, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG THE CONRAIL
 MD1674'RAILROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG 900 NORTH ROAD,
 MD1674'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 15, 32.9 M
 MD1674'(107.9 FT) SOUTH OF LEESBURG RM 1, 32.4 M (106.3 FT) WEST OF LEESBURG
 MD1674'RM 2, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.0 M
 MD1674'(29.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 7.0 SOUTH OF
 MD1674'THE CENTER OF A FIELD ROAD AND PIPE GATE, 1.9 M (6.2 FT) NORTH OF A
 MD1674'WITNESS POST, 0.6 M (2.0 FT) EAST OF A BOARD FENCE, 0.3 M (1.0 FT)
 MD1674'BELOW THE LEVEL OF THE HIGHWAY AND THE MONUMENT PROJECTS 0.1 M (0.3
 MD1674'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0173 ***********************************************************************
 JA0173  DESIGNATION -  LEIPSIC
 JA0173  PID         -  JA0173
 JA0173  STATE/COUNTY-  IN/ORANGE
 JA0173  COUNTRY     -  US
 JA0173  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0173
 JA0173                         *CURRENT SURVEY CONTROL
 JA0173  ______________________________________________________________________
 JA0173* NAD 83(1997) POSITION- 38 40 26.35630(N) 086 21 20.14310(W)   ADJUSTED
 JA0173* NAVD 88 ORTHO HEIGHT -   227.079 (meters)      745.01  (feet) ADJUSTED
 JA0173  ______________________________________________________________________
 JA0173  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 JA0173  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 JA0173  DYNAMIC HEIGHT  -        226.929 (meters)      744.52  (feet) COMP
 JA0173  MODELED GRAVITY -    979,961.9   (mgal)                       NAVD 88
 JA0173
 JA0173  HORZ ORDER      -  FIRST
 JA0173  VERT ORDER      -  FIRST     CLASS II
 JA0173
 JA0173.The horizontal coordinates were established by classical geodetic methods
 JA0173.and adjusted by the National Geodetic Survey in May 1999.
 JA0173
 JA0173.The orthometric height was determined by differential leveling and
 JA0173.adjusted by the NATIONAL GEODETIC SURVEY
 JA0173.in June 1991.
 JA0173
 JA0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0173.GEOID18 height accuracy estimate available here.
 JA0173
 JA0173.Click photographs - Photos may exist for this station.
 JA0173
 JA0173.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0173
 JA0173.The dynamic height is computed by dividing the NAVD 88
 JA0173.geopotential number by the normal gravity value computed on the
 JA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0173.degrees latitude (g = 980.6199 gals.).
 JA0173
 JA0173.The modeled gravity was interpolated from observed gravity values.
 JA0173
 JA0173. The following values were computed from the NAD 83(1997) position.
 JA0173
 JA0173;                    North         East     Units Scale Factor Converg.
 JA0173;SPC IN W     -   380,557.441   963,327.864   MT  1.00001603   +0 27 17.2
 JA0173;SPC IN W     - 1,248,545.54  3,160,518.17   sFT  1.00001603   +0 27 17.2
 JA0173;UTM  16      - 4,280,796.665   556,055.552   MT  0.99963869   +0 24 09.7
 JA0173
 JA0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0173!SPC IN W     -   0.99996960  x   1.00001603  =   0.99998563
 JA0173!UTM  16      -   0.99996960  x   0.99963869  =   0.99960830
 JA0173
 JA0173:                Primary Azimuth Mark                     Grid Az
 JA0173:SPC IN W     -  LEIPSIC AZ MK                            089 46 29.0
 JA0173:UTM  16      -  LEIPSIC AZ MK                            089 49 36.5
 JA0173
 JA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5605580796(NAD 83)
 JA0173
 JA0173|---------------------------------------------------------------------|
 JA0173| PID    Reference Object                     Distance      Geod. Az  |
 JA0173|                                                           dddmmss.s |
 JA0173| JA0174 LEIPSIC RM 1                         26.631 METERS 01158     |
 JA0173| JA0172 LEIPSIC AZ MK                                      0901346.2 |
 JA0173| JA0175 LEIPSIC RM 2                         35.820 METERS 25952     |
 JA0173| JA1702 MITCHELL L P CEMENT CO W STACK      APPROX.11.3 KM 3081656.8 |
 JA0173| JA1703 MITCHELL MUNICIPAL TANK             APPROX.11.2 KM 3102350.4 |
 JA0173|---------------------------------------------------------------------|
 JA0173
 JA0173                          SUPERSEDED SURVEY CONTROL
 JA0173
 JA0173  NAD 83(1986)-  38 40 26.36048(N)    086 21 20.14567(W) AD(       ) 1
 JA0173  NAD 27      -  38 40 26.16700(N)    086 21 20.19300(W) AD(       ) 1
 JA0173  NGVD 29 (??/??/92)  227.187  (m)          745.36   (f) ADJ UNCH    1 2
 JA0173  NGVD 29             227.19   (m)          745.4    (f) LEVELING    3  
 JA0173
 JA0173.Superseded values are not recommended for survey control.
 JA0173
 JA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0173.See file dsdata.pdf to determine how the superseded data were derived.
 JA0173
 JA0173_MARKER: DS = TRIANGULATION STATION DISK
 JA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0173_STAMPING: LEIPSIC 1946
 JA0173_MARK LOGO: CGS
 JA0173_PROJECTION: RECESSED 30 CENTIMETERS
 JA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0173+STABILITY: SURFACE MOTION
 JA0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0173+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0173
 JA0173  HISTORY     - Date     Condition        Report By
 JA0173  HISTORY     - 1946     MONUMENTED       CGS
 JA0173  HISTORY     - 1949     GOOD             CGS
 JA0173  HISTORY     - 1967     GOOD             CGS
 JA0173  HISTORY     - 20231002 GOOD             INDOT
 JA0173
 JA0173                          STATION DESCRIPTION
 JA0173
 JA0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0173'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF THE VILLAGE OF
 JA0173'SALTILLO, AND ON LAND OWNED BY C.O. PENDERCREST.  IT IS 36 FEET
 JA0173'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 60, 27 FEET NORTH OF A
 JA0173'FENCE CORNER, AND 19 FEET NORTHEAST OF A WITNESS POST. THE
 JA0173'SURFACE-STATION MARK IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA0173'AND THE DISK IS STAMPED LEIPSIC 1946.
 JA0173'
 JA0173'REFERENCE MARK NO. 1 IS 87.37 FEET NORTH OF THE STATION, 1 FOOT WEST
 JA0173'OF A FENCE AND ON THE EAST EDGE OF A CULTIVATED FIELD. THE MARK
 JA0173'PROJECTS 2 INCHES AND THE DISK IS STAMPED LEIPSIC NO 1 1946.
 JA0173'
 JA0173'REFERENCE MARK NO. 2 IS 117.52 FEET WEST-SOUTHWEST OF THE STATION, 16
 JA0173'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 60, 1 FOOT NORTH
 JA0173'OF A FENCE AND ON THE SOUTH EDGE OF A CULTIVATED FIELD. THE MARK
 JA0173'PROJECTS 1 INCH AND THE DISK IS STAMPED LEIPSIC NO 2 1946.
 JA0173'
 JA0173'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 33 FEET SOUTHWEST
 JA0173'OF THE INTERSECTION OF STATE HIGHWAY 60 AND A GRAVELED
 JA0173'CROSSROAD 23 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60, AND 3
 JA0173'FEET WEST OF A WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE
 JA0173'DISK IS STAMPED LEIPSIC 1946.
 JA0173'
 JA0173'TO REACH THE STATION FROM THE GAS SERVICE STATION AT THE JUNCTION OF
 JA0173'STATE HIGHWAY 60 AND A GRAVELED ROAD SOUTH TO THE VILLAGE OF
 JA0173'LEIPSIC, GO EAST ON STATE HIGHWAY 60 FOR 0.75 MILE TO THE STATION ON
 JA0173'THE LEFT IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD.
 JA0173'
 JA0173'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 JA0173'60 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK AS
 JA0173'DESCRIBED.
 JA0173'
 JA0173'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0173
 JA0173                          STATION RECOVERY (1949)
 JA0173
 JA0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0173'5.6 MI NW FROM CAMPBELLSBURG.
 JA0173'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0173'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0173'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 60, AT THE JUNCTION
 JA0173'OF A ROAD SOUTH TO A FARM HOUSE, IN THE SOUTHEAST CORNER OF A
 JA0173'CULTIVATED FIELD, ABOUT 0.15 MILE NORTH OF THE RAILWAY, 117 FEET
 JA0173'EAST-NORTHEAST OF RM NO 2, 87 FEET SOUTH-SOUTHEAST OF RM NO 1,
 JA0173'37 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION, 36.5
 JA0173'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26.4 FEET NORTHWEST
 JA0173'OF A 10 BY 10 INCH STONE FENCE POST, 19.5 FEET NORTH OF A FENCE
 JA0173'LINE, 6 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 JA0173'19 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 JA0173'ABOVE THE LEVEL OF THE CENTER OF THE ROAD JUNCTION AND SET IN THE
 JA0173'TOP OF A CONCRETE POST THAT IS 14 INCHES BELOW THE SURFACE OF
 JA0173'THE GROUND.
 JA0173
 JA0173                          STATION RECOVERY (1967)
 JA0173
 JA0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0173'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA0173'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 JA0173'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA0173'
 JA0173'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA0173'
 JA0173'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 JA0173'
 JA0173'THE TO REACH SHOULD READ AS SUCH.  TO REACH THE STATION FROM THE
 JA0173'RAILROAD CROSSING AND MAIN STREET IN LEIPSIC, GO NORTH ON THE PAVED
 JA0173'STREET FOR 0.2 MILE TO THE JUNCTION OF OLD STATE HIGHWAY 60.  TURN
 JA0173'RIGHT AND GO EAST ON OLD HIGHWAY 60 FOR 0.75 MILE TO THE STATION
 JA0173'ON THE LEFT.
 JA0173'
 JA0173'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST FOR 0.5
 JA0173'MILE TO A GRAVELED CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 JA0173'ANGLE.
 JA0173'
 JA0173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE EAST
 JA0173'OF LEIPSIC.
 JA0173
 JA0173                          STATION RECOVERY (2023)
 JA0173
 JA0173'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0174 ***********************************************************************
 JA0174  DESIGNATION -  LEIPSIC RM 1
 JA0174  PID         -  JA0174
 JA0174  STATE/COUNTY-  IN/ORANGE
 JA0174  COUNTRY     -  US
 JA0174  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0174
 JA0174                         *CURRENT SURVEY CONTROL
 JA0174  ______________________________________________________________________
 JA0174* NAD 83(1986) POSITION- 38 40 27.20   (N) 086 21 19.91   (W)   HD_HELD1
 JA0174* NAVD 88 ORTHO HEIGHT -   227.923 (meters)      747.78  (feet) ADJUSTED
 JA0174  ______________________________________________________________________
 JA0174  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 JA0174  DYNAMIC HEIGHT  -        227.772 (meters)      747.28  (feet) COMP
 JA0174  MODELED GRAVITY -    979,961.9   (mgal)                       NAVD 88
 JA0174
 JA0174  VERT ORDER      -  FIRST     CLASS II
 JA0174
 JA0174.The horizontal coordinates were determined by differentially corrected
 JA0174.hand held GPS observations or other comparable positioning techniques
 JA0174.and have an estimated accuracy of +/- 3 meters.
 JA0174
 JA0174.The orthometric height was determined by differential leveling and
 JA0174.adjusted by the NATIONAL GEODETIC SURVEY
 JA0174.in June 1991.
 JA0174
 JA0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0174.GEOID18 height accuracy estimate available here.
 JA0174
 JA0174.Click photographs - Photos may exist for this station.
 JA0174
 JA0174.The dynamic height is computed by dividing the NAVD 88
 JA0174.geopotential number by the normal gravity value computed on the
 JA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0174.degrees latitude (g = 980.6199 gals.).
 JA0174
 JA0174.The modeled gravity was interpolated from observed gravity values.
 JA0174
 JA0174;                    North         East    Units  Estimated Accuracy
 JA0174;SPC IN W     -   380,583.5     963,333.3     MT  (+/- 3 meters HH1 GPS) 
 JA0174
 JA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5606180822(NAD 83)
 JA0174
 JA0174                          SUPERSEDED SURVEY CONTROL
 JA0174
 JA0174  NGVD 29 (??/??/92)  228.030  (m)          748.13   (f) ADJ UNCH    1 2
 JA0174
 JA0174.Superseded values are not recommended for survey control.
 JA0174
 JA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0174.See file dsdata.pdf to determine how the superseded data were derived.
 JA0174
 JA0174_MARKER: DR = REFERENCE MARK DISK
 JA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0174_STAMPING: LEIPSIC NO 1 1946
 JA0174_MARK LOGO: CGS
 JA0174_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0174+STABILITY: SURFACE MOTION
 JA0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0174+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0174
 JA0174  HISTORY     - Date     Condition        Report By
 JA0174  HISTORY     - 1946     MONUMENTED       CGS
 JA0174  HISTORY     - 1949     GOOD             CGS
 JA0174  HISTORY     - 20231002 GOOD             INDOT
 JA0174
 JA0174                          STATION DESCRIPTION
 JA0174
 JA0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0174'5.6 MI NW FROM CAMPBELLSBURG.
 JA0174'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0174'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0174'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 60, AT THE JUNCTION
 JA0174'OF A ROAD SOUTH TO A FARM HOUSE, IN THE SOUTHEAST CORNER OF A
 JA0174'CULTIVATED FIELD, ABOUT 0.15 MILE NORTH OF THE RAILWAY, IN THE
 JA0174'FENCE LINE, 171 FEET NORTHEAST OF RM NO 2, 122 FEET NORTH OF THE
 JA0174'CENTER LINE OF THE HIGHWAY, 87 FEET NORTH-NORTHEAST OF LEIPSIC
 JA0174'STA, 10 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 JA0174'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 JA0174'THE LEVEL OF LEIPSIC STA AND SET IN THE TOP OF A CONCRETE POST
 JA0174'PROJECTING 4 INCHES.
 JA0174
 JA0174                          STATION RECOVERY (2023)
 JA0174
 JA0174'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0175 ***********************************************************************
 JA0175  DESIGNATION -  LEIPSIC RM 2
 JA0175  PID         -  JA0175
 JA0175  STATE/COUNTY-  IN/ORANGE
 JA0175  COUNTRY     -  US
 JA0175  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0175
 JA0175                         *CURRENT SURVEY CONTROL
 JA0175  ______________________________________________________________________
 JA0175* NAD 83(1986) POSITION- 38 40 26.15   (N) 086 21 21.60   (W)   HD_HELD1
 JA0175* NAVD 88 ORTHO HEIGHT -   226.749 (meters)      743.93  (feet) ADJUSTED
 JA0175  ______________________________________________________________________
 JA0175  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 JA0175  DYNAMIC HEIGHT  -        226.599 (meters)      743.43  (feet) COMP
 JA0175  MODELED GRAVITY -    979,961.9   (mgal)                       NAVD 88
 JA0175
 JA0175  VERT ORDER      -  FIRST     CLASS II
 JA0175
 JA0175.The horizontal coordinates were determined by differentially corrected
 JA0175.hand held GPS observations or other comparable positioning techniques
 JA0175.and have an estimated accuracy of +/- 3 meters.
 JA0175
 JA0175.The orthometric height was determined by differential leveling and
 JA0175.adjusted by the NATIONAL GEODETIC SURVEY
 JA0175.in June 1991.
 JA0175
 JA0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0175.GEOID18 height accuracy estimate available here.
 JA0175
 JA0175.Click photographs - Photos may exist for this station.
 JA0175
 JA0175.The dynamic height is computed by dividing the NAVD 88
 JA0175.geopotential number by the normal gravity value computed on the
 JA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0175.degrees latitude (g = 980.6199 gals.).
 JA0175
 JA0175.The modeled gravity was interpolated from observed gravity values.
 JA0175
 JA0175;                    North         East    Units  Estimated Accuracy
 JA0175;SPC IN W     -   380,550.8     963,292.7     MT  (+/- 3 meters HH1 GPS) 
 JA0175
 JA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5602080790(NAD 83)
 JA0175
 JA0175                          SUPERSEDED SURVEY CONTROL
 JA0175
 JA0175  NGVD 29 (??/??/92)  226.856  (m)          744.28   (f) ADJ UNCH    1 2
 JA0175
 JA0175.Superseded values are not recommended for survey control.
 JA0175
 JA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0175.See file dsdata.pdf to determine how the superseded data were derived.
 JA0175
 JA0175_MARKER: DR = REFERENCE MARK DISK
 JA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0175_STAMPING: LEIPSIC NO 2 1946
 JA0175_MARK LOGO: CGS
 JA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0175+STABILITY: SURFACE MOTION
 JA0175
 JA0175  HISTORY     - Date     Condition        Report By
 JA0175  HISTORY     - 1946     MONUMENTED       CGS
 JA0175  HISTORY     - 1949     GOOD             CGS
 JA0175
 JA0175                          STATION DESCRIPTION
 JA0175
 JA0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0175'5.6 MI NW FROM CAMPBELLSBURG.
 JA0175'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0175'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0175'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 60, AT THE JUNCTION
 JA0175'OF A ROAD SOUTH TO A FARMHOUSE, IN THE SOUTHEAST CORNER OF A
 JA0175'CULTIVATED FIELD, ABOUT 0.15 MILE NORTH OF THE RAILWAY, 171 FEET
 JA0175'SOUTHWEST OF RM NO 1, 117 FEET WEST-SOUTHWEST OF LEIPSIC STA,
 JA0175'17.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH
 JA0175'OF FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0175'4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JA0175'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1976 ***********************************************************************
 KA1976  DESIGNATION -  LEMEN
 KA1976  PID         -  KA1976
 KA1976  STATE/COUNTY-  IN/MONROE
 KA1976  COUNTRY     -  US
 KA1976  USGS QUAD   -  MODESTO (2019)
 KA1976
 KA1976                         *CURRENT SURVEY CONTROL
 KA1976  ______________________________________________________________________
 KA1976* NAD 83(1997) POSITION- 39 19 49.13649(N) 086 34 28.33948(W)   ADJUSTED
 KA1976* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 KA1976  ______________________________________________________________________
 KA1976  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KA1976  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 KA1976  HORZ ORDER      -  FIRST
 KA1976
 KA1976.The horizontal coordinates were established by classical geodetic methods
 KA1976.and adjusted by the National Geodetic Survey in May 1999.
 KA1976
 KA1976.The orthometric height was scaled from a topographic map.
 KA1976
 KA1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1976.GEOID18 height accuracy estimate available here.
 KA1976
 KA1976.Click photographs - Photos may exist for this station.
 KA1976
 KA1976.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1976
 KA1976. The following values were computed from the NAD 83(1997) position.
 KA1976
 KA1976;                    North         East     Units Scale Factor Converg.
 KA1976;SPC IN W     -   453,289.717   943,868.034   MT  0.99999035   +0 19 20.9
 KA1976;SPC IN W     - 1,487,168.01  3,096,673.71   sFT  0.99999035   +0 19 20.9
 KA1976;UTM  16      - 4,353,519.403   536,669.593   MT  0.99961656   +0 16 10.8
 KA1976
 KA1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1976!SPC IN W     -   0.99996739  x   0.99999035  =   0.99995774
 KA1976!UTM  16      -   0.99996739  x   0.99961656  =   0.99958396
 KA1976
 KA1976:                Primary Azimuth Mark                     Grid Az
 KA1976:SPC IN W     -  LEMEN AZ MK                              211 10 51.6
 KA1976:UTM  16      -  LEMEN AZ MK                              211 14 01.7
 KA1976
 KA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3666953519(NAD 83)
 KA1976
 KA1976|---------------------------------------------------------------------|
 KA1976| PID    Reference Object                     Distance      Geod. Az  |
 KA1976|                                                           dddmmss.s |
 KA1976| CC8780 LEMEN RM 1                           30.760 METERS 01606     |
 KA1976| CC8779 LEMEN AZ MK                                        2113012.5 |
 KA1976| CC8781 LEMEN RM 2                           36.618 METERS 26806     |
 KA1976|---------------------------------------------------------------------|
 KA1976
 KA1976                          SUPERSEDED SURVEY CONTROL
 KA1976
 KA1976  NAD 83(1986)-  39 19 49.13988(N)    086 34 28.33643(W) AD(       ) 1
 KA1976  NAD 27      -  39 19 48.97300(N)    086 34 28.34200(W) AD(       ) 1
 KA1976
 KA1976.Superseded values are not recommended for survey control.
 KA1976
 KA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1976.See file dsdata.pdf to determine how the superseded data were derived.
 KA1976
 KA1976_MARKER: DS = TRIANGULATION STATION DISK
 KA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1976_STAMPING: LEMEN 1939
 KA1976_MARK LOGO: CGS
 KA1976_PROJECTION: RECESSED 36 CENTIMETERS
 KA1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1976+STABILITY: SURFACE MOTION
 KA1976
 KA1976  HISTORY     - Date     Condition        Report By
 KA1976  HISTORY     - 1939     MONUMENTED       CGS
 KA1976
 KA1976                          STATION DESCRIPTION
 KA1976
 KA1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1976'THE STATION IS LOCATED ABOUT 6 MILES BY ROAD SSE OF GOSPORT, 6.4
 KA1976'MILES NE OF STINESVILLE, IN THE SE CORNER OF A CULTIVATED
 KA1976'FIELD, ACROSS THE ROAD AND ABOUT 300 FEET NW OF THE MT. PLEASANT
 KA1976'CHURCH, 29 FEET W OF THE E FENCE LINE OF THE PASTURE, 23 FEET N
 KA1976'OF THE S FENCE LINE, 38 FEET NW OF THE SE FENCE CORNER, 42 FEET N OF
 KA1976'THE CENTER LINE OF THE GRAVEL ROAD. THE MARK IS SET 14 INCHES
 KA1976'BELOW THE SURFACE.
 KA1976'
 KA1976'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1976'BRONZE DISKS SET IN CONCRETE.
 KA1976'
 KA1976'REFERENCE MARK NO. 1 IS N OF THE STATION, 4 FEET W OF THE E FENCE
 KA1976'LINE, 2 FEET W OF A DEAD 16-INCH OAK TREE, 122 FEET N OF THE SE
 KA1976'FENCE CORNER. THE MARK PROJECTS 8 INCHES. REFERENCE MARK NO. 2 IS WSW
 KA1976'OF THE STATION, SET IN THE S FENCE LINE OF THE PASTURE, 1 FOOT N
 KA1976'OF THE FENCE LINE, 19 FEET N OF THE CENTER LINE OF THE GRAVEL ROAD.
 KA1976'THE MARK PROJECTS 6 INCHES.
 KA1976'
 KA1976'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SW OF THE STATION SET ON
 KA1976'THE W SIDE OF A BARNYARD, E OF A WHITE HOUSE, 3 FEET E OF THE
 KA1976'FENCE LINE, 25 FEET S OF A WOODEN GATE AND THE NW FENCE CORNER. THE
 KA1976'MARK PROJECTS 10 INCHES.
 KA1976'
 KA1976'TO REACH THE STATION FROM THE E END OF THE COVERED WOODEN BRIDGE OVER
 KA1976'THE WHITE RIVER, WHICH IS E OF THE TOWN OF GOSPORT, GO E AND
 KA1976'S FOR 1.7 MILES ON THE MAIN-GRAVELED ROAD TO A T-ROAD LEFT. TURN LEFT
 KA1976'AND FOLLOW THE MAIN ROAD FOR 3.6 MILES TO A FORKS, TAKE THE RIGHT
 KA1976'FORK AND GO 0.3 MILE TO THE MT. PLEASANT CHURCH ON THE RIGHT AND THE
 KA1976'STATION ON THE LEFT.
 KA1976'
 KA1976'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1545 ***********************************************************************
 MD1545  DESIGNATION -  LEO
 MD1545  PID         -  MD1545
 MD1545  STATE/COUNTY-  IN/ALLEN
 MD1545  COUNTRY     -  US
 MD1545  USGS QUAD   -  CEDARVILLE (2019)
 MD1545
 MD1545                         *CURRENT SURVEY CONTROL
 MD1545  ______________________________________________________________________
 MD1545* NAD 83(1997) POSITION- 41 13 17.79786(N) 085 00 46.95674(W)   ADJUSTED
 MD1545* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 MD1545  ______________________________________________________________________
 MD1545  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 MD1545  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 MD1545  HORZ ORDER      -  THIRD
 MD1545
 MD1545.The horizontal coordinates were established by classical geodetic methods
 MD1545.and adjusted by the National Geodetic Survey in May 1999.
 MD1545
 MD1545.The orthometric height was scaled from a topographic map.
 MD1545
 MD1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1545.GEOID18 height accuracy estimate available here.
 MD1545
 MD1545.Click photographs - Photos may exist for this station.
 MD1545
 MD1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1545
 MD1545. The following values were computed from the NAD 83(1997) position.
 MD1545
 MD1545;                    North         East     Units Scale Factor Converg.
 MD1545;SPC IN E     -   663,374.573   154,806.429   MT  1.00000362   +0 25 50.6
 MD1545;SPC IN E     - 2,176,421.41    507,894.09   sFT  1.00000362   +0 25 50.6
 MD1545;UTM  16      - 4,565,261.852   666,549.578   MT  0.99994139   +1 18 34.7
 MD1545
 MD1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1545!SPC IN E     -   0.99996742  x   1.00000362  =   0.99997104
 MD1545!UTM  16      -   0.99996742  x   0.99994139  =   0.99990881
 MD1545
 MD1545:                Primary Azimuth Mark                     Grid Az
 MD1545:SPC IN E     -  DEKALB                                   311 45 49.3
 MD1545:UTM  16      -  DEKALB                                   310 53 05.2
 MD1545
 MD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6654965261(NAD 83)
 MD1545
 MD1545|---------------------------------------------------------------------|
 MD1545| PID    Reference Object                     Distance      Geod. Az  |
 MD1545|                                                           dddmmss.s |
 MD1545| CC8783 LEO RM 1                             26.450 METERS 01204     |
 MD1545| CC8784 LEO RM 2                             25.080 METERS 25521     |
 MD1545| CC8782 LEO AZ MK                                          2885059.0 |
 MD1545| MD1529 DEKALB                              APPROX. 7.3 KM 3121139.9 |
 MD1545|---------------------------------------------------------------------|
 MD1545
 MD1545                          SUPERSEDED SURVEY CONTROL
 MD1545
 MD1545  NAD 83(1995)-  41 13 17.79692(N)    085 00 46.95920(W) AD(       ) 3
 MD1545  NAD 83(1986)-  41 13 17.79973(N)    085 00 46.97134(W) AD(       ) 3
 MD1545  NAD 27      -  41 13 17.61610(N)    085 00 47.08750(W) AD(       ) 3
 MD1545
 MD1545.Superseded values are not recommended for survey control.
 MD1545
 MD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1545.See file dsdata.pdf to determine how the superseded data were derived.
 MD1545
 MD1545_MARKER: DS = TRIANGULATION STATION DISK
 MD1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1545_STAMPING: LEO 1947
 MD1545_MARK LOGO: CGS
 MD1545_PROJECTION: FLUSH
 MD1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1545+STABILITY: SURFACE MOTION
 MD1545
 MD1545  HISTORY     - Date     Condition        Report By
 MD1545  HISTORY     - 1947     MONUMENTED       CGS
 MD1545  HISTORY     - 1963     GOOD             CGS
 MD1545
 MD1545                          STATION DESCRIPTION
 MD1545
 MD1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1545'STATION IS LOCATED IN THE TOWN OF LEO, IN THE SOUTHWEST CORNER OF THE
 MD1545'LEO PUBLIC SCHOOL GROUNDS.  IT IS 182 FEET WEST OF THE CENTER OF A
 MD1545'PAVED COUNTY ROAD, 114 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 MD1545'CHURCH, 19 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 19 FEET NORTH OF
 MD1545'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEO
 MD1545'1947.
 MD1545'
 MD1545'REFERENCE MARK NO. 1 IS 86.78 FEET NORTH OF THE STATION.  IT IS 161
 MD1545'FEET WEST OF THE CENTER OF THE PAVED ROAD AND 36 FEET SOUTHWEST OF THE
 MD1545'SOUTHWEST CORNER OF THE BRICK CHURCH.  THE MARK IS FLUSH AND THE DISK
 MD1545'IS STAMPED LEO NO 1 1947.
 MD1545'
 MD1545'REFERENCE MARK NO. 2 IS 82.28 FEET WEST OF THE STATION AND 1 FOOT
 MD1545'NORTH OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 MD1545'STAMPED LEO NO 2 1947.
 MD1545'
 MD1545'AZIMUTH MARK IS ABOUT 0.3 MILES WEST OF THE STATION.  IT IS 32 FEET
 MD1545'EAST OF A TELEPHONE POLE, 26 FEET SOUTH OF THE CENTER OF A PAVED
 MD1545'COUNTY ROAD, 5 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 MD1545'FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LEO
 MD1545'1947.
 MD1545'
 MD1545'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH 0.05 MILE TO A PAVED
 MD1545'COUNTY ROAD, TURN LEFT AND GO WEST 0.3 MILE TO THE AZIMUTH MARK ON THE
 MD1545'LEFT AS DESCRIBED.
 MD1545'
 MD1545'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1545
 MD1545                          STATION RECOVERY (1963)
 MD1545
 MD1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1545'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 MD1545'THAT A HOUSE BUILT NEAR THE AZIMUTH MARK OBSTRUCTS THAT MARK.
 MD1545'
 MD1545'ABOUT 0.1 MILE OR 1 BLOCK W ALONG HOSLER ROAD FROM ITS INTERSECTION
 MD1545'WITH NO. 1 INDIANA HWY. ABOUT 100 YARDS W OF W END OF BRIDGE OVER ST.
 MD1545'JOE RIVER IN LEO, THENCE 1 BLOCK S ALONG WAYNE STREET TO MARK ON
 MD1545'RIGHT, IN SE CORNER OF HIGH SCHOOL PLAYGROUND, 182 FEET W OF CENTER
 MD1545'LINE OF WAYNE ST., 113.8 FEET SSW OF SW CORNER OF MOST WESTERLY WALL
 MD1545'OF LEO MENNONITE CHURCH, 52.7 FEET W OF PROJECTED PLANE OF SAID WALL,
 MD1545'STANDARD DISKS STAMPED LEO 1947 IN 1A AND 7A MARKS WITH THE UPPER MARK
 MD1545'FLUSH WITH THE GROUND.
 MD1545'
 MD1545'REFERENCE STAMPED LEO NO 1 1947, NOTE 11A, FLUSH, IS 86.78 FEET OR
 MD1545'26.450 METERS N IN AZIMUTH 192 DEG 04 MIN FROM STATION, SW OF SW
 MD1545'CORNER OF SAID CHURCH WALL A DISTANCE OF 36.5 FEET.
 MD1545'
 MD1545'REFERENCE STAMPED LEO NO 2 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS 82.32
 MD1545'FEET OR 25.091 METERS WSW IN AZIMUTH 7K DEG 20 MIN FROM STATION, AND 1
 MD1545'FOOT N OF FENCE BETWEEN PLAYGROUND AND LARGE CEMETERY.
 MD1545'
 MD1545'AZIMUTH MARK STAMPED LEO 1947, NOTE 16A, FLUSH, IS ABOUT 0.3 MILE NNE
 MD1545'OF AZIMUTH 108 DEG 51 MIN 00.0 SEC FROM STATION, ABOUT 52 YARDS E OF
 MD1545'CENTER LINE OF AMSTUTZ ROAD, 26 FEET S OF CENTER LINE OF HOSFORD ROAD,
 MD1545'0.7 FOOT LOWER THAN SAME, 35 FEET W OF PROJECTED PLANE OF W WALL OF
 MD1545'HOUSE-ATTACHED BRICK GARAGE, AND NOW TOTALLY OBSTRUCTED TO THE STATION
 MD1545'MARK BY THE SAID HOUSE AND GARAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1809 ***********************************************************************
 JA1809  DESIGNATION -  LEO
 JA1809  PID         -  JA1809
 JA1809  STATE/COUNTY-  IN/PERRY
 JA1809  COUNTRY     -  US
 JA1809  USGS QUAD   -  DERBY (2019)
 JA1809
 JA1809                         *CURRENT SURVEY CONTROL
 JA1809  ______________________________________________________________________
 JA1809* NAD 83(1997) POSITION- 38 07 27.25225(N) 086 36 16.28664(W)   ADJUSTED
 JA1809* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 JA1809  ______________________________________________________________________
 JA1809  GEOID HEIGHT    -        -32.697 (meters)                     GEOID18
 JA1809  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 JA1809  HORZ ORDER      -  FIRST
 JA1809
 JA1809.The horizontal coordinates were established by classical geodetic methods
 JA1809.and adjusted by the National Geodetic Survey in May 1999.
 JA1809
 JA1809.The orthometric height was scaled from a topographic map.
 JA1809
 JA1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1809.GEOID18 height accuracy estimate available here.
 JA1809
 JA1809.Click photographs - Photos may exist for this station.
 JA1809
 JA1809.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1809
 JA1809. The following values were computed from the NAD 83(1997) position.
 JA1809
 JA1809;                    North         East     Units Scale Factor Converg.
 JA1809;SPC IN W     -   319,391.854   941,982.667   MT  0.99998837   +0 17 44.2
 JA1809;SPC IN W     - 1,047,871.44  3,090,488.13   sFT  0.99998837   +0 17 44.2
 JA1809;UTM  16      - 4,219,673.346   534,663.138   MT  0.99961480   +0 14 39.0
 JA1809
 JA1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1809!SPC IN W     -   0.99996874  x   0.99998837  =   0.99995711
 JA1809!UTM  16      -   0.99996874  x   0.99961480  =   0.99958355
 JA1809
 JA1809:                Primary Azimuth Mark                     Grid Az
 JA1809:SPC IN W     -  LEO AZ MK                                170 52 44.2
 JA1809:UTM  16      -  LEO AZ MK                                170 55 49.4
 JA1809
 JA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3466319673(NAD 83)
 JA1809
 JA1809|---------------------------------------------------------------------|
 JA1809| PID    Reference Object                     Distance      Geod. Az  |
 JA1809|                                                           dddmmss.s |
 JA1809| CG8777 LEO AZ MK                                          1711028.4 |
 JA1809| CG8778 LEO RM 1                             30.434 METERS 18114     |
 JA1809| CG8779 LEO RM 2                             19.081 METERS 26708     |
 JA1809|---------------------------------------------------------------------|
 JA1809
 JA1809                          SUPERSEDED SURVEY CONTROL
 JA1809
 JA1809  NAD 83(1993)-  38 07 27.25393(N)    086 36 16.28781(W) AD(       ) 1
 JA1809  NAD 83(1986)-  38 07 27.25895(N)    086 36 16.29095(W) AD(       ) 1
 JA1809  NAD 27      -  38 07 27.03600(N)    086 36 16.35500(W) AD(       ) 1
 JA1809
 JA1809.Superseded values are not recommended for survey control.
 JA1809
 JA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1809.See file dsdata.pdf to determine how the superseded data were derived.
 JA1809
 JA1809_MARKER: DS = TRIANGULATION STATION DISK
 JA1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1809_STAMPING: LEO 1946
 JA1809_MARK LOGO: CGS
 JA1809_PROJECTION: RECESSED 36 CENTIMETERS
 JA1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1809+STABILITY: SURFACE MOTION
 JA1809
 JA1809  HISTORY     - Date     Condition        Report By
 JA1809  HISTORY     - 1946     MONUMENTED       CGS
 JA1809  HISTORY     - 19890713 MARK NOT FOUND   USGS
 JA1809
 JA1809                          STATION DESCRIPTION
 JA1809
 JA1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1809'THIS STATION IS 1.0 MILE SOUTH OF THE POST OFFICE IN BANDON, 108 FEET
 JA1809'EAST OF THE CENTERLINE OF STATE HIGHWAY 37, 110 FEET NORTH OF A FARM
 JA1809'ROAD AND 107 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A FIELD.  THE
 JA1809'MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA1809'STAMPED LEO 1946.
 JA1809'
 JA1809'REFERENCE MARK NO 1 IS 99.85 FEET SOUTH OF THE STATION, 107 FEET EAST
 JA1809'OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET NORTH OF THE FARM ROAD,
 JA1809'IN THE SOUTH EDGE OF THE FIELD.  THE MARK PROJECTS 2 INCHES AND THE
 JA1809'DISK IS STAMPED LEO NO 1 1946.
 JA1809'
 JA1809'REFERENCE MARK NO 2 IS 62.60 FEET WEST OF THE STATION, 110 FEET NORTH
 JA1809'OF THE FARM ROAD AND 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 JA1809'THE WEST EDGE OF THE FIELD.  THE MARK PROJECTS 3 INCHES AND THE DISK
 JA1809'IS STAMPED LEO NO 2 1946.
 JA1809'
 JA1809'THE AZIMUTH MARK IS SOUTH OF THE STATION, 35 FEET EAST OF THE
 JA1809'CENTERLINE OF STATE HIGHWAY 37 AND 3 FEET NORTH OF A WHITE POST.  THE
 JA1809'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LEO 1946.
 JA1809'
 JA1809'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 JA1809
 JA1809                          STATION RECOVERY (1989)
 JA1809
 JA1809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (VPT)
 JA1809'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1982 ***********************************************************************
 KA1982  DESIGNATION -  LEONARD RESET
 KA1982  PID         -  KA1982
 KA1982  STATE/COUNTY-  IN/MONROE
 KA1982  COUNTRY     -  US
 KA1982  USGS QUAD   -  CLEAR CREEK (2019)
 KA1982
 KA1982                         *CURRENT SURVEY CONTROL
 KA1982  ______________________________________________________________________
 KA1982* NAD 83(1997) POSITION- 39 06 28.25313(N) 086 36 17.27160(W)   ADJUSTED
 KA1982* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 KA1982  ______________________________________________________________________
 KA1982  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 KA1982  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 KA1982  HORZ ORDER      -  FIRST
 KA1982
 KA1982.The horizontal coordinates were established by classical geodetic methods
 KA1982.and adjusted by the National Geodetic Survey in May 1999.
 KA1982
 KA1982.The orthometric height was scaled from a topographic map.
 KA1982
 KA1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1982.GEOID18 height accuracy estimate available here.
 KA1982
 KA1982.Click photographs - Photos may exist for this station.
 KA1982
 KA1982.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1982
 KA1982. The following values were computed from the NAD 83(1997) position.
 KA1982
 KA1982;                    North         East     Units Scale Factor Converg.
 KA1982;SPC IN W     -   428,577.840   941,389.540   MT  0.99998775   +0 18 06.7
 KA1982;SPC IN W     - 1,406,092.46  3,088,542.18   sFT  0.99998775   +0 18 06.7
 KA1982;UTM  16      - 4,328,819.047   534,169.307   MT  0.99961438   +0 14 57.4
 KA1982
 KA1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1982!SPC IN W     -   0.99995782  x   0.99998775  =   0.99994557
 KA1982!UTM  16      -   0.99995782  x   0.99961438  =   0.99957222
 KA1982
 KA1982:                Primary Azimuth Mark                     Grid Az
 KA1982:SPC IN W     -  MCGUIRE                                  358 29 17.1
 KA1982:UTM  16      -  MCGUIRE                                  358 32 26.4
 KA1982
 KA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3416928819(NAD 83)
 KA1982
 KA1982|---------------------------------------------------------------------|
 KA1982| PID    Reference Object                     Distance      Geod. Az  |
 KA1982|                                                           dddmmss.s |
 KA1982| CC8786 LEONARD RM 1                         29.959 METERS 03708     |
 KA1982| CC8787 LEONARD RM 2                         20.982 METERS 28702     |
 KA1982| CC8785 LEONARD AZ MK                                      3025602.6 |
 KA1982| KA1980 MCGUIRE                             APPROX. 8.0 KM 3584723.8 |
 KA1982|---------------------------------------------------------------------|
 KA1982
 KA1982                          SUPERSEDED SURVEY CONTROL
 KA1982
 KA1982  NAD 83(1986)-  39 06 28.25747(N)    086 36 17.27022(W) AD(       ) 1
 KA1982  NAD 27      -  39 06 28.09000(N)    086 36 17.27300(W) AD(       ) 1
 KA1982  USSD        -  39 06 28.22500(N)    086 36 17.12200(W) AD(       ) 3
 KA1982
 KA1982.Superseded values are not recommended for survey control.
 KA1982
 KA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1982.See file dsdata.pdf to determine how the superseded data were derived.
 KA1982
 KA1982_MARKER: DS = TRIANGULATION STATION DISK
 KA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1982_STAMPING: LEONARD 1887 1939
 KA1982_MARK LOGO: CGS
 KA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1982+STABILITY: SURFACE MOTION
 KA1982
 KA1982  HISTORY     - Date     Condition        Report By
 KA1982  HISTORY     - 1887     MONUMENTED       CGS
 KA1982  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KA1982  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KA1982  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KA1982  HISTORY     - 1956     SEE DESCRIPTION  CGS
 KA1982  HISTORY     - 1964     GOOD             CGS
 KA1982
 KA1982                          STATION DESCRIPTION
 KA1982
 KA1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (GAF)
 KA1982'ABOUT 7 MILES SOUTHWEST OF BLOOMINGTON, ON THE CREST OF A HILL ON THE
 KA1982'SOUTH SIDE OF THE STAMFORD ROAD, IN THE NE 1/4 NW 1/4 SEC. 26, T.
 KA1982'8 N., R. 2 W. THE STATION IS ON THE NORTH EDGE OF A YOUNG ORCHARD
 KA1982'BELONGING TO THOMAS RAGAN JUST NORTH OF HIS HOUSE. IT IS MARKED
 KA1982'BY A CROSS IN THE TOP OF A STONE POST 6 INCHES SQUARE AND 30 INCHES
 KA1982'LONG INSCRIBED WITH THE LETTERS U.S.C. AND G.S. THE UNDERGROUND
 KA1982'MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6 INCHES LONG MARKED
 KA1982'WITH THE RAISED LETTERS U.S.C.S. THE THREE REFERENCE MARKS ARE
 KA1982'STONE POSTS 6 INCHES SQUARE AND 30 INCHES LONG. THE REFERENCE
 KA1982'MARKS ARE AT THE FOLLOWING DISTANCES AND MAGNETIC BEARINGS FROM THE
 KA1982'STATION- 21.43 METERS N. 83 DEG. 30 MIN. W., 17.10 METERS
 KA1982'NORTH, AND 33.18 METERS N. 78 DEG. 13 MIN E. THE FIRST AND THIRD
 KA1982'MARKS ARE IN THE FENCE LINE ON THE SOUTH SIDE OF THE STAMFORD
 KA1982'ROAD, AND THE SECOND MARK IS NEAR THE FENCE LINE ON THE NORTH SIDE OF
 KA1982'THE ROAD.  THERE IS A STUMP JUST SOUTH OF THE FIRST REFERENCE
 KA1982'MARK.
 KA1982
 KA1982                          STATION RECOVERY (1935)
 KA1982
 KA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 KA1982'REFERENCE TO STAMFORD ROAD DOES NOT APPLY, THIS ROAD IS CLOSED AND
 KA1982'ABANDONED, NOT PASSABLE, THOUGH IT IS STILL PUBLIC PROPERTY AND
 KA1982'DISCERNIBLE.
 KA1982'
 KA1982'REGAN ORCHARD AND HOUSE ARE GONE.
 KA1982'
 KA1982'FOUND TRACE OF LOCATION BY A HOLE FROM WHICH REFERENCE STONE 21.43
 KA1982'M. N.  83 DEGS 30 MINTS W. HAD BEEN REMOVED. FOUND OLD STONE AND
 KA1982'PLACED IT BACK IN HOLE. ALL OTHER SURFACE MARKERS DESTROYED. THE ONLY
 KA1982'DETAIL OF ORIGINAL DESCRIPTION THAT APPLIES IS THE LAND SECTION
 KA1982'DESCRIPTION.
 KA1982'
 KA1982'SPENT ENTIRE DAY LOCATING AND DIGGING OUT THE UNDERGROUND MARKER.
 KA1982'HAVE LEFT A LARGE FLAT BLACK STONE OVER THE MARK AND ABOUT 1
 KA1982'FOOT UNDERGROUND, ALSO PLACED THE FOLLOWING TEMPORARY MARKERS IN
 KA1982'ADDITION TO THAT MENTIONED ABOVE. A BLAZED 15-INCH-DIAMETER
 KA1982'POPLAR TREE BEARS N. 82 DEG. 30 MIN. W. 81.8 FEET DISTANT, A NARROW
 KA1982'STONE PLANTED FLUSH WITH THE GROUND N. 54.0 FEET. THE BLAZED
 KA1982'POPLAR TREE BEARS S. 62 DEG. 30 MIN. W. 91 FEET DISTANT FROM THE
 KA1982'PLANTED STONE REFERENCE. THE UNDERGROUND MARK IS 20 INCHES
 KA1982'BELOW THE SURFACE.
 KA1982'
 KA1982'TO REACH FROM BLOOMINGTON, START AT THE INTERSECTION OF THE STATE
 KA1982'HIGHWAYS 37 AND 45, SOUTHWEST ON STATE HIGHWAY 45 FOR 5.5. MILES
 KA1982'THEN EAST ON GRAVEL ROAD FOR 0.45 MILE, THEN SOUTH ON DIRT ROAD ABOUT
 KA1982'0.7 MILE TO THE POINT WHERE IT T TURNS TO THE SOUTHWEST, THEN
 KA1982'OVERLAND SOUTH ABOUT 0.3 MILE TO THE TRACE OF ABANDONED ROAD, THEN
 KA1982'EAST ABOUT 125 YARDS TO SUMMIT OF HILL, AND STATION, ABOUT 10
 KA1982'YARDS SOUTH OF THE ABANDONED ROAD IN CULTIVATED LAND.
 KA1982'
 KA1982'SEE MR. ISOM, WHO LIVES AT TOP OF HILL ABOUT 0.4 MILE NORTHWEST OF
 KA1982'THE STATION, FOR INFORMATION.
 KA1982'
 KA1982'RECOMMEND RE-MARKING SOON.
 KA1982
 KA1982                          STATION RECOVERY (1935)
 KA1982
 KA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1982'STATION MARK AND ONE REFERENCE MARK RECOVERED.
 KA1982'
 KA1982'THIS STATION IS LOCATED ABOUT 6.8 MILES BY ROAD SOUTHWEST OF
 KA1982'BLOOMINGTON, 1.6 MILES SOUTH OF STATE HIGHWAY 45, 0.5 MILE
 KA1982'SOUTH OF A PUBLIC DIRT ROAD, AT HIGHEST POINT OF A CULTIVATED FIELD
 KA1982'AT PRESENT IN CORN, OWNED BY A SHALE COMPANY OF BLOOMINGTON, AND
 KA1982'MANAGED BY MART WHITAKER.
 KA1982'
 KA1982'THE STATION UNDERGROUND MARK, WHICH CONSISTS OF AN EARTHENWARE
 KA1982'PYRAMID 2 FEET BELOW THE SURFACE, WAS RECOVERED. THE SURFACE
 KA1982'STATION MARK, WHICH CONSISTS OF A 6-BY-6-INCH STONE POST 2.6 FEET
 KA1982'LONG, LETTERED U.S.C. AND G.S. ON ITS TOP, WITH CROSSLINES MARKING
 KA1982'THE CENTER, WAS FOUND LYING ON THE SURFACE OF THE GROUND ABOUT 17
 KA1982'METERS NORTH OF THE STATION THIS STONE WAS RE-SET BY THE
 KA1982'RECONNAISSANCE PARTY, AND LEFT PROJECTING 6 INCHES ABOVE THE SURFACE,
 KA1982'WITH THE CROSSLINE DIRECTLY OVER THE POINT OF THE PYRAMID.
 KA1982'
 KA1982'RECOVERED. IT IS 21.39 METERS N 83 DEG 30 MIN W.  A TRIANGLE BLAZE
 KA1982'ON A 20-INCH HICKORY TREE IS 24.90 METERS N 83 DEG 31 MIN W,
 KA1982'DIRECTLY IN LINE WITH THE GRANITE POST REFERENCE MARK.
 KA1982'
 KA1982'THE STATION MARK IS 11 PACES SOUTH OF NORTH EDGE OF CULTIVATED GROUND
 KA1982'AND 16 PACES SOUTH FROM CENTER LINE OF AN OLD ABANDONED ROADWAY.
 KA1982'
 KA1982'TO REACH FROM THE COURT HOUSE IN BLOOMINGTON, GO SOUTH AND SOUTHWEST
 KA1982'ON STATE HIGHWAY 45 FOR 5.2 MILES TO A DIRT T-ROAD SOUTH. HERE
 KA1982'TURN SOUTH ON DIRT ROAD AND GO 1.1 MILES TO WHERE DIRT ROAD BENDS
 KA1982'RIGHT SOUTHWEST,HERE A GATE ENTERS ON THE NORTHEAST CORNER OF
 KA1982'PASTURE LAND, PASS THROUGH GATE AND CONTINUE SOUTHWARD ON FARM-ROAD
 KA1982'FOR 0.5 MILE TO TOP OF RIDGE AND STATION.
 KA1982
 KA1982                          STATION RECOVERY (1939)
 KA1982
 KA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1982'THIS STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF BLOOMINGTON, 1.6
 KA1982'MILES SOUTH OF STATE HIGHWAY 45, 0.5 MILE SOUTH OF A DIRT ROAD,
 KA1982'ON THE HIGHEST POINT OF A PROMINENT HILL, IN THE NORTHEAST CORNER OF
 KA1982'A FIELD, ON PROPERTY OWNED BY THE SHALE COMPANY OF BLOOMINGTON.
 KA1982'
 KA1982'THE UNDERGROUND MARK, AN EARTHENWARE PYRAMID SET 2 FEET BELOW THE
 KA1982'SURFACE, WAS RECOVERED AND A NEW MARK WAS SET DIRECTLY
 KA1982'OVER THIS MARK. IT IS 83 FEET SOUTHEAST OF A 24 INCH HICKORY TREE
 KA1982'WITH A TRIANGLE BLAZE ON THE S SIDE, 40 FEET WEST OF THE
 KA1982'EAST EDGE OF THE FIELD. THE MARK IS STAMPED LEONARD 1887, 1939, AND
 KA1982'PROJECTS 4 INCHES. THE HOUSE AND ORCHARD MENTIONED IN THE
 KA1982'ORIGINAL DESCRIPTION ARE DESTROYED. ONE OF THE OLD REFERENCE MARKS
 KA1982'WAS RECOVERED BUT IN VERY POOR CONDITION, THE TOP WAS FOUND
 KA1982'CHIPPED OFF AND THE MARK ITSELF IS LOOSE.
 KA1982'
 KA1982'TWO NEW REFERENCE MARKS WERE SET. NO. 1 IS EAST OF THE STATION, 50
 KA1982'FEET EAST OF THE EAST EDGE OF THE FIELD, 8 FEET SOUTH OF THE
 KA1982'CENTER LINE OF THE WOODS ROAD LEADING TO THE FIELD. THE MARK,
 KA1982'PROJECTS 6 INCHES AND IS STAMPED LEONARD 1939. REFERENCE MARK
 KA1982'NO. 2 IS NORTH-NORTHWEST OF THE STATION, 8.5 FEET EAST OF THE OLD
 KA1982'REFERENCE MARK, SET ON THE NORTH EDGE OF THE FIELD, IS STAMPED
 KA1982'LEONARD 1939 AND PROJECTS 6 INCHES.
 KA1982'
 KA1982'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NORTHWEST OF THE STATION.
 KA1982'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE WELL
 KA1982'PLATFORM, ON THE SOUTH SIDE OF A FARMHOUSE OWNED BY ORRIE DAY. THE
 KA1982'MARK IS SET FLUSH WITH THE SURFACE.
 KA1982'
 KA1982'TO REACH AZIMUTH MARK FROM THE STATION, GO BACK TO THE DIRT ROAD,
 KA1982'TURN LEFT AND GO 0.5 MILE TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND
 KA1982'GO 0.5 MILE TO ANOTHER T-ROAD RIGHT. TURN RIGHT AND GO 0.6 MILE TO
 KA1982'WHERE THE ROAD TURNS LEFT AND A DIRT ROAD GOES STRAIGHT AHEAD.
 KA1982'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE FARMHOUSE AND THE MARK.
 KA1982'
 KA1982'TO REACH THE STATION FROM THE COURTHOUSE IN BLOOMINGTON, GO SOUTH AND
 KA1982'SOUTHWEST ON STATE HIGHWAY 45 FOR 5.2 MILES TO A DIRT ROAD LEFT,
 KA1982'OPPOSITE THE RED BRICK HOUSE ON THE RIGHT. TURN LEFT AND GO 1.1 MILES
 KA1982'UP THE HILL TO WHERE THE ROAD TURNS RIGHT, PASS THROUGH THE GATE
 KA1982'AND FOLLOW WINDING ROAD UP THE HILL TO THE TOP AND THE STATION.
 KA1982
 KA1982                          STATION RECOVERY (1956)
 KA1982
 KA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RSH)
 KA1982'LOCATED ABOUT 7 MILES SW OF BLOOMINGTON, 1.6 MILES SOUTH OF STATE
 KA1982'ROAD 45, 0.5 MILE SOUTH OF GRAVEL ROAD, ON HIGH POINT OF
 KA1982'PROMINENT HILL, IN OVERGROWN FIELD. LANDOWNER NOT KNOWN. THE
 KA1982'UNDERGROUND MARK, AN EARTHENWARE PYRAMID, NOT SEEN, BUT ASSUMED
 KA1982'TO BE IN PLACE BELOW STATION SURFACE MARK, STAMPED LEONARD 1887-1939,
 KA1982'WHICH WAS IN PLACE. THE TRIANGULAR BLAZE ON POPLAR TREE,
 KA1982'DESCRIBED VARIOUSLY AS HICKORY OR POPLAR, WAS LOCATED ABOUT 3 FEET
 KA1982'ABOVE GROUND. A NEW TRIANGULAR BLAZE WAS CUT ABOVE OLD, ABOUT 5
 KA1982'FEET ABOVE GROUND. THE ORIGINAL REFERENCE MARK NO. 1, 21.39 METERS
 KA1982'N. 83 DEG. 30 MIN. W. IN A LINE WITH BLAZE, WAS RECOVERED- THE TOP
 KA1982'ENTIRELY CHIPPED OFF. R.M. NO. 2, 8.5 FEET NORTHEASTERLY
 KA1982'OF ORIGINAL R.M. NO. 1 WAS RECOVERED. R.M. NO. 1, ABOUT 90 FEET NNE
 KA1982'OF STATION SURFACE MARK, WAS RECOVERED. A GRANITE MARKER
 KA1982'WITH U.S.C. AND G.S. CUT IN TOP AND A BRONZE MARK INSERTED IN THE TOP,
 KA1982'MARKED LEONARD 1939 FOUND LYING ON SURFACE ABOUT 30 FEET
 KA1982'NORTH OF STATION SURFACE MARK, WAS LEFT STANDING AGAINST WEST SIDE OF
 KA1982'12 INCH HICKORY ABOUT 50 FEET NORTH OF STATION SURFACE MARK. A
 KA1982'20 FOOT UTILITY POLE, NOT IN USE, IS LOCATED 42 FEET WSW OF
 KA1982'STATION SURFACE MARK. A 2.5 FOOT SQUARE CONCRETE BASE WITH 4 FLAT
 KA1982'BARS, ONE IN EACH CORNER BENT INWARD, IS LOCATED 41 FEET SOUTH OF
 KA1982'STATION SURFACE MARK. THIS BASE WAS FOR TEMPORARY T.V. TOWER OF LOCAL
 KA1982'T.V. STATION. THE AZIMUTH MARK HAS BEEN DESTROYED. THE
 KA1982'FARMHOUSE OF ORRIE DAY, ALSO KNOWN AS HALL, WAS DESTROYED ABOUT 1953.
 KA1982'THE WELL IS GONE, AND THE AREA IS NOW UNDER CULTIVATION. MR.
 KA1982'WINFIELD JOLLIFF, R.R. 9, PHONE, STAMFORD 5-2646, IS THE PRESENT
 KA1982'OWNER.
 KA1982'
 KA1982'TO REACH THE STATION FROM MONROE CO. COURTHOUSE IN BLOOMINGTON, GO
 KA1982'SOUTH AND SOUTHWESTERLY ON STATE ROAD NO. 45 FOR 5.2 MILES TO A
 KA1982'GRAVEL ROAD TO THE LEFT, OPPOSITE A LARGE RED BRICK HOUSE ON THE
 KA1982'RIGHT. TURN LEFT AND GO 1.1 MILES SOUTHERLY, CROSSING A ROAD
 KA1982'0.4 MILES S OF S.R. NO. 45 AND PROCEED TO TOP OF THE HILL. THEN AS
 KA1982'THE ROAD TURNS TO THE RIGHT, PROCEED STRAIGHT SOUTH ON CINDER
 KA1982'ROAD FOR 0.1 MILES.THEN LEFT, E, 0.1 MI THROUGH WOODS TO OPEN
 KA1982'FIELD.  A 24 INCH OAK HAS BLAZE ON WEST SIDE. PROCEED ON FOOT
 KA1982'EASTERLY ALONG FENCE LINE 200 FEET TO 12 INCH WALNUT WITH
 KA1982'BLAZE. TURN TO RIGHT, SOUTH, AND PROCEED TO WOODS ACROSS FIELD TO 6
 KA1982'INCH SASAFRAS TREE WITH BLAZE AND A 12 INCH POPLAR WITH
 KA1982'BLAZE. FOLLOW WOODS ROAD SOUTH AND WESTERLY TO R.M. NO. 1 ON EASTERN
 KA1982'SIDE OF ROAD, 50 FEET INSIDE SOUTHERN EDGE OF WOODS. THE
 KA1982'STATION SURFACE MARK IS APPROXIMATELY 90 FEET SSW OF R.M. NO. 1.
 KA1982
 KA1982                          STATION RECOVERY (1964)
 KA1982
 KA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1982'THE STATION AND THE TWO REFERENCE MARKS ESTABLISHED IN 1939 WERE
 KA1982'RECOVERED IN GOOD CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH
 KA1982'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2431 ***********************************************************************
 LB2431  DESIGNATION -  LEONDA
 LB2431  PID         -  LB2431
 LB2431  STATE/COUNTY-  IN/CASS
 LB2431  COUNTRY     -  US
 LB2431  USGS QUAD   -  LOGANSPORT (2019)
 LB2431
 LB2431                         *CURRENT SURVEY CONTROL
 LB2431  ______________________________________________________________________
 LB2431* NAD 83(1997) POSITION- 40 45 36.64320(N) 086 21 45.83718(W)   ADJUSTED
 LB2431* NAVD 88 ORTHO HEIGHT -   185.18  (+/-2cm)      607.5   (feet) VERTCON3
 LB2431  ______________________________________________________________________
 LB2431  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LB2431  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LB2431  HORZ ORDER      -  SECOND
 LB2431  VERT ORDER      -  THIRD ? (See Below)
 LB2431
 LB2431.The horizontal coordinates were established by classical geodetic methods
 LB2431.and adjusted by the National Geodetic Survey in May 1999.
 LB2431
 LB2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2431
 LB2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2431.GEOID18 height accuracy estimate available here.
 LB2431
 LB2431.The vertical order pertains to the NGVD 29 superseded value.
 LB2431
 LB2431.Click photographs - Photos may exist for this station.
 LB2431
 LB2431.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2431
 LB2431. The following values were computed from the NAD 83(1997) position.
 LB2431
 LB2431;                    North         East     Units Scale Factor Converg.
 LB2431;SPC IN E     -   612,159.639    41,226.355   MT  1.00000917   -0 27 16.1
 LB2431;SPC IN E     - 2,008,393.75    135,256.80   sFT  1.00000917   -0 27 16.1
 LB2431;SPC IN W     -   612,176.362   960,845.312   MT  1.00001222   +0 28 13.8
 LB2431;SPC IN W     - 2,008,448.61  3,152,373.33   sFT  1.00001222   +0 28 13.8
 LB2431;UTM  16      - 4,512,330.480   553,789.125   MT  0.99963561   +0 24 57.9
 LB2431
 LB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2431!SPC IN E     -   0.99997631  x   1.00000917  =   0.99998548
 LB2431!SPC IN W     -   0.99997631  x   1.00001222  =   0.99998853
 LB2431!UTM  16      -   0.99997631  x   0.99963561  =   0.99961193
 LB2431
 LB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5378912330(NAD 83)
 LB2431
 LB2431                          SUPERSEDED SURVEY CONTROL
 LB2431
 LB2431  NAD 83(1986)-  40 45 36.64949(N)    086 21 45.85598(W) AD(       ) 2
 LB2431  NAD 27      -  40 45 36.48990(N)    086 21 45.86020(W) AD(       ) 2
 LB2431  USSD        -  40 45 36.51600(N)    086 21 45.69900(W) AD(       ) 3
 LB2431  NGVD 29             185.30   (m)          607.9    (f) LEVELING    3  
 LB2431
 LB2431.Superseded values are not recommended for survey control.
 LB2431
 LB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2431.See file dsdata.pdf to determine how the superseded data were derived.
 LB2431
 LB2431_MARKER: DS = TRIANGULATION STATION DISK
 LB2431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2431_SP_SET: SIDEWALK
 LB2431_STAMPING: LEONDA 1920
 LB2431_MARK LOGO: CGS
 LB2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2431
 LB2431  HISTORY     - Date     Condition        Report By
 LB2431  HISTORY     - 1920     MONUMENTED       CGS
 LB2431  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB2431
 LB2431                          STATION DESCRIPTION
 LB2431
 LB2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2431'THREE-FOURTHS MILE N OF THE VANDALIA RAILROAD DEPOT, ON THE
 LB2431'N SIDE OF THE MICHIGAN DIVISION TRACK, 6 YARDS W OF THE CENTER
 LB2431'OF MICHIGAN AVENUE, IN THE W END OF THE CONCRETE SIDEWALK,
 LB2431'3.525 METERS (11.56 FEET) N OF THE N AND NEAREST RAIL OF THE
 LB2431'MICHIGAN DIVISION TRACK OF THE VANDALIA RAILROAD.  THE
 LB2431'STATION IS MARKED BY A BRONZE TABLET, SET IN THE CONCRETE WALK.
 LB2431'THERE IS NO REFERENCE MARK.
 LB2431
 LB2431                          STATION RECOVERY (1946)
 LB2431
 LB2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB2431'A CAREFUL SEARCH FAILED TO RECOVER STATION.  A NEW SIDEWALK AND
 LB2431'STREET REPAIRS HAVE BEEN MADE AND IT IS THOUGHT THAT THE MARK WAS
 LB2431'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1807 ***********************************************************************
 JA1807  DESIGNATION -  LEOPOLD ST AUGUSTINUS CATH CH
 JA1807  PID         -  JA1807
 JA1807  STATE/COUNTY-  IN/PERRY
 JA1807  COUNTRY     -  US
 JA1807  USGS QUAD   -  DERBY (2019)
 JA1807
 JA1807                         *CURRENT SURVEY CONTROL
 JA1807  ______________________________________________________________________
 JA1807* NAD 83(1997) POSITION- 38 06 08.57158(N) 086 34 55.69699(W)   ADJUSTED
 JA1807  ______________________________________________________________________
 JA1807  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 JA1807  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 JA1807  HORZ ORDER      -  THIRD
 JA1807
 JA1807.The horizontal coordinates were established by classical geodetic methods
 JA1807.and adjusted by the National Geodetic Survey in May 1999.
 JA1807
 JA1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1807.GEOID18 height accuracy estimate available here.
 JA1807
 JA1807.Click photographs - Photos may exist for this station.
 JA1807
 JA1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1807
 JA1807. The following values were computed from the NAD 83(1997) position.
 JA1807
 JA1807;                    North         East     Units Scale Factor Converg.
 JA1807;SPC IN W     -   316,976.319   943,958.614   MT  0.99999046   +0 18 33.4
 JA1807;SPC IN W     - 1,039,946.47  3,096,970.89   sFT  0.99999046   +0 18 33.4
 JA1807;UTM  16      - 4,217,256.941   536,636.178   MT  0.99961653   +0 15 28.3
 JA1807
 JA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3663617256(NAD 83)
 JA1807
 JA1807                          SUPERSEDED SURVEY CONTROL
 JA1807
 JA1807  NAD 83(1993)-  38 06 08.57327(N)    086 34 55.69810(W) AD(       ) 3
 JA1807  NAD 83(1986)-  38 06 08.57843(N)    086 34 55.70142(W) AD(       ) 3
 JA1807  NAD 27      -  38 06 08.35000(N)    086 34 55.78000(W) AD(       ) 3
 JA1807
 JA1807.Superseded values are not recommended for survey control.
 JA1807
 JA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1807.See file dsdata.pdf to determine how the superseded data were derived.
 JA1807
 JA1807_MARKER: 90 = CHURCH SPIRE
 JA1807
 JA1807  HISTORY     - Date     Condition        Report By
 JA1807  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1807
 JA1807                          STATION DESCRIPTION
 JA1807
 JA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1807'THE STATION IS THE SPIRE OF THE CHURCH.  THE CHURCH IS LOCATED ON A
 JA1807'HILL IN THE SOUTH
 JA1807'EDGE OF LEOPOLD, 0.2 MILE SOUTH OF THE MAIN ROAD.
 JA1807'THE CHURCH IS OF BROWN STONE WITH A
 JA1807'DARK GRAY TIN COVERED SPIRE.  THE
 JA1807'SPIRE IS ABOUT 60 FEET HIGH AND THE CHURCH WAS BUILT IN 1868.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2334 ***********************************************************************
 HZ2334  DESIGNATION -  LEOTA
 HZ2334  PID         -  HZ2334
 HZ2334  STATE/COUNTY-  IN/SCOTT
 HZ2334  COUNTRY     -  US
 HZ2334  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2334
 HZ2334                         *CURRENT SURVEY CONTROL
 HZ2334  ______________________________________________________________________
 HZ2334* NAD 83(1997) POSITION- 38 40 53.08372(N) 085 51 03.81374(W)   ADJUSTED
 HZ2334* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 HZ2334  ______________________________________________________________________
 HZ2334  GEOID HEIGHT    -        -33.751 (meters)                     GEOID18
 HZ2334  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 HZ2334  HORZ ORDER      -  SECOND
 HZ2334
 HZ2334.The horizontal coordinates were established by classical geodetic methods
 HZ2334.and adjusted by the National Geodetic Survey in May 1999.
 HZ2334
 HZ2334.The orthometric height was scaled from a topographic map.
 HZ2334
 HZ2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2334.GEOID18 height accuracy estimate available here.
 HZ2334
 HZ2334.Click photographs - Photos may exist for this station.
 HZ2334
 HZ2334.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2334
 HZ2334. The following values were computed from the NAD 83(1997) position.
 HZ2334
 HZ2334;                    North         East     Units Scale Factor Converg.
 HZ2334;SPC IN E     -   381,146.390    83,955.868   MT  0.99996984   -0 06 54.9
 HZ2334;SPC IN E     - 1,250,477.78    275,445.21   sFT  0.99996984   -0 06 54.9
 HZ2334;UTM  16      - 4,282,049.792   599,934.874   MT  0.99972298   +0 43 05.3
 HZ2334
 HZ2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2334!SPC IN E     -   0.99997692  x   0.99996984  =   0.99994676
 HZ2334!UTM  16      -   0.99997692  x   0.99972298  =   0.99969990
 HZ2334
 HZ2334:                Primary Azimuth Mark                     Grid Az
 HZ2334:SPC IN E     -  LEOTA AZ MK                              087 35 19.2
 HZ2334:UTM  16      -  LEOTA AZ MK                              086 45 19.0
 HZ2334
 HZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9993482049(NAD 83)
 HZ2334
 HZ2334|---------------------------------------------------------------------|
 HZ2334| PID    Reference Object                     Distance      Geod. Az  |
 HZ2334|                                                           dddmmss.s |
 HZ2334| HZ2336 AUSTIN MORGAN PACKING SW STACK      APPROX. 8.1 KM 0244936.6 |
 HZ2334| HZ2337 AUSTIN MORGAN PACKING NE STACK      APPROX. 8.1 KM 0245832.2 |
 HZ2334| HZ2338 AUSTIN MORGAN PACKING WATER TK      APPROX. 8.2 KM 0250754.6 |
 HZ2334| HZ2335 TT 39 T                              46.125 METERS 02516     |
 HZ2334| HZ2339 AUSTIN MORGAN PACKING NW STACK      APPROX. 8.2 KM 0254111.6 |
 HZ2334| HZ2340 AUSTIN MORGAN PACKING SE STACK      APPROX. 8.2 KM 0255521.6 |
 HZ2334| HZ2341 AUSTIN AMER CAN CO TANK             APPROX. 8.2 KM 0270515.3 |
 HZ2334| CG8781 LEOTA RM 1                           24.936 METERS 04618     |
 HZ2334| HZ2332 SCOTTSBURG MUNICIPAL TANK           APPROX. 6.6 KM 0835723.3 |
 HZ2334| CG8780 LEOTA AZ MK                                        0872824.3 |
 HZ2334| CG8782 LEOTA RM 2                           32.254 METERS 14440     |
 HZ2334|---------------------------------------------------------------------|
 HZ2334
 HZ2334                          SUPERSEDED SURVEY CONTROL
 HZ2334
 HZ2334  NAD 83(1993)-  38 40 53.08568(N)    085 51 03.81285(W) AD(       ) 2
 HZ2334  NAD 83(1986)-  38 40 53.08694(N)    085 51 03.81736(W) AD(       ) 2
 HZ2334  NAD 27      -  38 40 52.88000(N)    085 51 03.92500(W) AD(       ) 2
 HZ2334
 HZ2334.Superseded values are not recommended for survey control.
 HZ2334
 HZ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2334.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2334
 HZ2334_MARKER: DS = TRIANGULATION STATION DISK
 HZ2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2334_STAMPING: LEOTA 1947
 HZ2334_MARK LOGO: CGS
 HZ2334_PROJECTION: RECESSED 25 CENTIMETERS
 HZ2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2334+STABILITY: SURFACE MOTION
 HZ2334
 HZ2334  HISTORY     - Date     Condition        Report By
 HZ2334  HISTORY     - 1947     MONUMENTED       CGS
 HZ2334
 HZ2334                          STATION DESCRIPTION
 HZ2334
 HZ2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2334'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SCOTTSBURG ALONG STATE
 HZ2334'ROUTE 56 ON PROPERTY OWNED BY MR. SILA MONRAL. IT IS 112 FEET
 HZ2334'SOUTH OF THE CENTER LINE OF ROUTE 56, 45 FEET WEST OF A GRAVEL ROAD,
 HZ2334'AND 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 HZ2334'AUTOMOBILE REPAIR SHOP. THE MARK IS 10-INCHES UNDERGROUND, AND THE
 HZ2334'DISK IS STAMPED LEOTA 1947.
 HZ2334'
 HZ2334'REFERENCE MARK NO. 1 IS 81.81 FEET NORTHEAST OF THE STATION, 2 FEET
 HZ2334'SOUTH OF A WITNESS POST, 16 FEET EAST OF A GRAVEL ROAD, AND 53
 HZ2334'FEET SOUTH OF THE CENTER LINE OF ROUTE 56. THE MARK PROJECTS 4
 HZ2334'INCHES, AND THE DISK IS STAMPED LEOTA NO 1 1947.
 HZ2334'
 HZ2334'REFERENCE MARK NO. 2 IS 105.82 FEET SOUTHEAST OF THE STATION, AND 17
 HZ2334'FEET EAST OF A GRAVEL ROAD. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2334'DISK IS STAMPED LEOTA NO 2 1947.
 HZ2334'
 HZ2334'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 28 FEET NORTH OF
 HZ2334'ROUTE 56, AND 2 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 7
 HZ2334'INCHES, AND THE DISK IS STAMPED LEOTA.
 HZ2334'
 HZ2334'TT 39T 1943 U.S.G.S. IS 151.33 FEET NORTHEAST OF THE STATION, 21 FEET
 HZ2334'NORTH OF THE CENTER LINE OF ROUTE 56, AND 15 FEET EAST OF A
 HZ2334'GRAVEL ROAD. THE MARK PROJECTS 2 INCHES, AND THE DISK IS A STANDARD
 HZ2334'U.S.G.S. BRONZE B.M., STAMPED TT 39T 593 1943.
 HZ2334'
 HZ2334'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND U.S.
 HZ2334'HIGHWAY 31 IN SCOTTSBURG, GO WEST ON ROUTE 56 FOR 3.6 MILE TO
 HZ2334'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY FOR 0.4 MILE TO A
 HZ2334'STANDARD OIL COMPANY SERVICE STATION ON THE RIGHT AND THE
 HZ2334'STATION ON THE LEFT.
 HZ2334'
 HZ2334'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1550 ***********************************************************************
 MD1550  DESIGNATION -  LEPPER
 MD1550  PID         -  MD1550
 MD1550  STATE/COUNTY-  IN/ALLEN
 MD1550  COUNTRY     -  US
 MD1550  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1550
 MD1550                         *CURRENT SURVEY CONTROL
 MD1550  ______________________________________________________________________
 MD1550* NAD 83(1997) POSITION- 41 01 10.19783(N) 085 00 29.49646(W)   ADJUSTED
 MD1550* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 MD1550  ______________________________________________________________________
 MD1550  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 MD1550  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 MD1550  HORZ ORDER      -  SECOND
 MD1550
 MD1550.The horizontal coordinates were established by classical geodetic methods
 MD1550.and adjusted by the National Geodetic Survey in May 1999.
 MD1550
 MD1550.The orthometric height was scaled from a topographic map.
 MD1550
 MD1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1550.GEOID18 height accuracy estimate available here.
 MD1550
 MD1550.Click photographs - Photos may exist for this station.
 MD1550
 MD1550.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1550
 MD1550. The following values were computed from the NAD 83(1997) position.
 MD1550
 MD1550;                    North         East     Units Scale Factor Converg.
 MD1550;SPC IN E     -   640,932.485   155,382.760   MT  1.00000440   +0 25 55.8
 MD1550;SPC IN E     - 2,102,792.66    509,784.94   sFT  1.00000440   +0 25 55.8
 MD1550;UTM  16      - 4,542,832.579   667,469.341   MT  0.99994519   +1 18 27.2
 MD1550
 MD1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1550!SPC IN E     -   0.99996680  x   1.00000440  =   0.99997120
 MD1550!UTM  16      -   0.99996680  x   0.99994519  =   0.99991199
 MD1550
 MD1550:                Primary Azimuth Mark                     Grid Az
 MD1550:SPC IN E     -  LEPPER AZ MK                             272 10 50.3
 MD1550:UTM  16      -  LEPPER AZ MK                             271 18 18.9
 MD1550
 MD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6746942832(NAD 83)
 MD1550
 MD1550|---------------------------------------------------------------------|
 MD1550| PID    Reference Object                     Distance      Geod. Az  |
 MD1550|                                                           dddmmss.s |
 MD1550| CC8790 LEPPER RM 2                          27.173 METERS 06501     |
 MD1550| CC8788 LEPPER AZ MK                                       2723646.1 |
 MD1550| MD1557 FORT WAYNE INTL HARVESTER TWR       APPROX. 8.1 KM 3045918.6 |
 MD1550| CC8789 LEPPER RM 1                          30.617 METERS 32437     |
 MD1550| MD1547 NEW HAVEN ST JOHNS CH SPIRE         APPROX. 6.3 KM 3530910.5 |
 MD1550|---------------------------------------------------------------------|
 MD1550
 MD1550                          SUPERSEDED SURVEY CONTROL
 MD1550
 MD1550  NAD 83(1995)-  41 01 10.19831(N)    085 00 29.49927(W) AD(       ) 2
 MD1550  NAD 83(1986)-  41 01 10.19958(N)    085 00 29.51146(W) AD(       ) 2
 MD1550  NAD 27      -  41 01 10.02590(N)    085 00 29.62760(W) AD(       ) 2
 MD1550
 MD1550.Superseded values are not recommended for survey control.
 MD1550
 MD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1550.See file dsdata.pdf to determine how the superseded data were derived.
 MD1550
 MD1550_MARKER: DS = TRIANGULATION STATION DISK
 MD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1550_STAMPING: LEPPER 1947
 MD1550_MARK LOGO: CGS
 MD1550_PROJECTION: FLUSH
 MD1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1550+STABILITY: SURFACE MOTION
 MD1550
 MD1550  HISTORY     - Date     Condition        Report By
 MD1550  HISTORY     - 1947     MONUMENTED       CGS
 MD1550  HISTORY     - 1960     GOOD             CGS
 MD1550  HISTORY     - 1963     GOOD             CGS
 MD1550
 MD1550                          STATION DESCRIPTION
 MD1550
 MD1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1550'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW HAVEN ON LAND OWNED BY
 MD1550'MR. LEPPER.  IT IS 58 FEET SOUTH OF THE CENTER OF PAVED ROAD, 35 FEET
 MD1550'SOUTH OF A WHITE WITNESS POST AND 34 FEET SOUTH OF A FENCELINE.  THE
 MD1550'MARK IS FLUSH AND THE DISK IS STAMPED LEPPER 1947.
 MD1550'
 MD1550'REFERENCE MARK NO. 1 IS 100.45 FEET NORTHWEST OF THE STATION.  IT IS
 MD1550'25 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 1 FOOT SOUTH OF A
 MD1550'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEPPER NO 1
 MD1550'1947.
 MD1550'
 MD1550'REFERENCE MARK NO. 2 IS 89.15 FEET NORTHEAST OF THE STATION.  IT IS 23
 MD1550'FEET SOUTH OF THE CENTER OF PAVED ROAD AND 5 FEET NORTH OF A
 MD1550'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEPPER NO 2
 MD1550'1947.
 MD1550'
 MD1550'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 26 FEET NORTH OF
 MD1550'THE CENTER OF A PAVED ROAD, 4 FEET EAST OF A TELEPHONE POLE, 2 FEET
 MD1550'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 MD1550'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LEPPER 1947.
 MD1550'
 MD1550'223 (IND. GEOD.S.) IS 35.21 FEET NORTH OF THE STATION.  IT IS 30 FEET
 MD1550'SOUTH OF THE CENTER OF A PAVED ROAD AND 1 FOOT NORTH OF A FENCELINE.
 MD1550'THE MARK IS A 4 BY 4 INCH CONCRETE POST SET FLUSH WITH THE GROUND AND
 MD1550'THE DISK IS A STANDARD USC AND GS AND SS DISK STAMPED NO 223.
 MD1550'
 MD1550'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 30 AND 24 AND
 MD1550'STATE HIGHWAY 14 IN NEW HAVEN GO EAST OF U. S. HIGHWAY NO. 30 FOR 2
 MD1550'MILES TO A PAVED T-ROAD RIGHT, TURN RIGHT AND GO 3.2 MILE TO A PAVED
 MD1550'CROSSROAD, TURN RIGHT AND GO 0.4 MILE TO STATION ON THE LEFT, CONTINUE
 MD1550'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MD1550'
 MD1550'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1550
 MD1550                          STATION RECOVERY (1960)
 MD1550
 MD1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OW)
 MD1550'STATION FOUND IN GOOD CONDITION.  IT IS 71.5 FEET EAST OF A PRIVATE
 MD1550'DRIVE TO THE SOUTH.  THE WHITE WITNESS POST HAS BEEN DESTROYED.
 MD1550
 MD1550                          STATION RECOVERY (1963)
 MD1550
 MD1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1550'ABOUT 2.0 MILES SOUTHEASTERLY ALONG NO. 30 U. S. HWY. FROM ITS
 MD1550'Y-JUNCTION WITH NO. 24 U. S.  HWY. IN W EDGE (ONE MILE W OF BROADWAY)
 MD1550'OF NEW HAVEN, THENCE 3.3 MILES S ON MINICH ROAD TO SLIGHTLY JOGGED
 MD1550'CROSSROADS, THENCE 0.4 MILE W ALONG TILLMAN ROAD TO THE STATION ON
 MD1550'LEFT, 70 FEET E OF CENTER LINE OF DRIVEWAY, 58.2 FEET S OF CENTER LINE
 MD1550'OF 18-FOOT CONCRETE PAVEMENT, 20.0 FEET E OF PROJECTED PLANE OF W WALL
 MD1550'OF THE LEPPER FRAME DWELLING WHICH IS ON THE HIGHEST POINT IN THE
 MD1550'VICINITY, STANDARD DISKS STAMPED LEPPER 1947 ARE SET IN NOTES 1A AND
 MD1550'7A MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1550'
 MD1550'REFERENCE STAMPED LEPPER NO 1 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1550'100.45 FEET OR 30.617 METERS NW OF THE STATION, 25 FEET N OF CENTER
 MD1550'LINE OF PAVEMENT, 0.1 FOOT HIGHER THAN SAME, 16 FEET E OF PROJECTED
 MD1550'CENTER LINE OF DRIVEWAY, AND 1.4 FEET W OF STEEL WITNESS POST.
 MD1550'
 MD1550'REFERENCE STAMPED LEPPER NO 2 1947, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1550'27.173 METERS OR 89.15 FEET ENE OF STATION, 23 FEET S OF CENTER LINE
 MD1550'OF ROAD, 0.3 FOOT LOWER THAN SAME, AND 5 FEET W OF CONCRETE POST AT
 MD1550'FENCE T-INTERSECTION.
 MD1550'
 MD1550'TRAVERSE STATION STAMPED 223 IS COAST SURVEY AND STATE SURVEY DISK SET
 MD1550'BY INDIANA GEODETIC SURVEY IN TOP OF FLUSH 6 BY 6 CONCRETE POST 35.21
 MD1550'FEET OR 10.732 METERS N OF STATION, 23 FEET S OF CENTER LINE OF ROAD,
 MD1550'AND 85 FEET W OF NO. 2 REFERENCE MARK.
 MD1550'
 MD1550'AZIMUTH MARK STAMPED LEPPER 1947, NOTE 16A, PROJECTS 0.2 FOOT, IS
 MD1550'ABOUT 0.2 MILE W OF STATION, 99 FEET W OF CENTER LINE OF DRIVEWAY,
 MD1550'25-1/2 FEET N OF CENTER LINE OF ROAD, 4 FEET E OF NO. R 6526 TELEPHONE
 MD1550'POLE, AND 1.4 FEET W OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2568 ***********************************************************************
 ME2568  DESIGNATION -  LEROY
 ME2568  PID         -  ME2568
 ME2568  STATE/COUNTY-  IN/LAKE
 ME2568  COUNTRY     -  US
 ME2568  USGS QUAD   -  LEROY (2019)
 ME2568
 ME2568                         *CURRENT SURVEY CONTROL
 ME2568  ______________________________________________________________________
 ME2568* NAD 83(1997) POSITION- 41 21 02.84008(N) 087 15 08.70819(W)   ADJUSTED
 ME2568* NAVD 88 ORTHO HEIGHT -   213.59  (+/-2cm)      700.8   (feet) VERTCON3
 ME2568  ______________________________________________________________________
 ME2568  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME2568  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 ME2568  HORZ ORDER      -  THIRD
 ME2568  VERT ORDER      -  THIRD ? (See Below)
 ME2568
 ME2568.The horizontal coordinates were established by classical geodetic methods
 ME2568.and adjusted by the National Geodetic Survey in May 1999.
 ME2568
 ME2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2568
 ME2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2568.GEOID18 height accuracy estimate available here.
 ME2568
 ME2568.The vertical order pertains to the NGVD 29 superseded value.
 ME2568
 ME2568.Click photographs - Photos may exist for this station.
 ME2568
 ME2568.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2568
 ME2568. The following values were computed from the NAD 83(1997) position.
 ME2568
 ME2568;                    North         East     Units Scale Factor Converg.
 ME2568;SPC IN W     -   677,528.361   885,850.111   MT  0.99996913   -0 06 42.2
 ME2568;SPC IN W     - 2,222,857.63  2,906,326.57   sFT  0.99996913   -0 06 42.2
 ME2568;UTM  16      - 4,577,729.878   478,884.122   MT  0.99960549   -0 10 00.4
 ME2568
 ME2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2568!SPC IN W     -   0.99997179  x   0.99996913  =   0.99994092
 ME2568!UTM  16      -   0.99997179  x   0.99960549  =   0.99957729
 ME2568
 ME2568:                Primary Azimuth Mark                     Grid Az
 ME2568:SPC IN W     -  LEROY AZ MK                              120 14 59.1
 ME2568:UTM  16      -  LEROY AZ MK                              120 18 17.3
 ME2568
 ME2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7888477729(NAD 83)
 ME2568
 ME2568|---------------------------------------------------------------------|
 ME2568| PID    Reference Object                     Distance      Geod. Az  |
 ME2568|                                                           dddmmss.s |
 ME2568| CM3028 LEROY RM 1                            9.495 METERS 11428     |
 ME2568| CM3027 LEROY AZ MK                                        1200816.9 |
 ME2568| CM3029 LEROY RM 2                            9.280 METERS 30818     |
 ME2568|---------------------------------------------------------------------|
 ME2568
 ME2568                          SUPERSEDED SURVEY CONTROL
 ME2568
 ME2568  NAD 83(1986)-  41 21 02.84644(N)    087 15 08.71595(W) AD(       ) 3
 ME2568  NAD 27      -  41 21 02.70990(N)    087 15 08.59260(W) AD(       ) 3
 ME2568  NGVD 29             213.68   (m)          701.0    (f) LEVELING    3  
 ME2568
 ME2568.Superseded values are not recommended for survey control.
 ME2568
 ME2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2568.See file dsdata.pdf to determine how the superseded data were derived.
 ME2568
 ME2568_MARKER: DS = TRIANGULATION STATION DISK
 ME2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2568_STAMPING: LEROY 1952
 ME2568_MARK LOGO: CGS
 ME2568_PROJECTION: FLUSH
 ME2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2568+STABILITY: SURFACE MOTION
 ME2568
 ME2568  HISTORY     - Date     Condition        Report By
 ME2568  HISTORY     - 1952     MONUMENTED       CGS
 ME2568  HISTORY     - 1979     GOOD             NGS
 ME2568
 ME2568                          STATION DESCRIPTION
 ME2568
 ME2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2568'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CROWN POINT AND 1 MILE
 ME2568'SOUTHEAST OF LEROY ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY NOS. 8
 ME2568'AND 53.  IT IS 55 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY, 3
 ME2568'FEET NORTHEAST OF A TELEPHONE POLE AND A WHITE WITNESS POST.  THE MARK
 ME2568'IS FLUSH AND THE DISK IS STAMPED LEROY 1952.
 ME2568'
 ME2568'REFERENCE MARK NO. 1 IS 50 FEET SOUTHWEST OF THE CENTER OF THE
 ME2568'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEROY NO 1 1952.
 ME2568'
 ME2568'REFERENCE MARK NO. 2 IS 54 FEET SOUTHWEST OF THE CENTER OF THE
 ME2568'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEROY NO 2 1952.
 ME2568'
 ME2568'AZIMUTH MARK IS 49 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY NOS.
 ME2568'8 AND 53, 1.6 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF
 ME2568'A WHITE WITNESS POST, 17 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 ME2568'ROAD, 24 FEET SOUTHWEST OF THE SOUTH RAIL OF THE PENNSYLVANIA
 ME2568'RAILROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED LEROY
 ME2568'1952.
 ME2568'
 ME2568'TO REACH THE STATION FROM THE PENNSYLVANIA RAILROAD DEPOT IN LEROY, GO
 ME2568'SOUTHEAST ON STATE HIGHWAY NOS. 8 AND 53 FOR 1.2 MILE TO STATION ON
 ME2568'THE RIGHT AS DESCRIBED, CONTINUE ON HIGHWAY FOR 0.25 MILE TO THE
 ME2568'AZIMUTH MARK ON THE LEFT.
 ME2568'
 ME2568'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2568
 ME2568                          STATION RECOVERY (1979)
 ME2568
 ME2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2568'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2568'CONDITION.  REFERENCE MARK 1 IS NOW 3 INCHES BELOW THE GROUND
 ME2568'SURFACE.  THE DISTANCE AND DIRECTION TO THE MARKS WAS VERIFIED.  THE
 ME2568'DESCRIPTION AND 1952 TOO REACH ARE ADEQUATE TO RECOVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1517 ***********************************************************************
 HA1517  DESIGNATION -  LEVEE
 HA1517  PID         -  HA1517
 HA1517  STATE/COUNTY-  IN/SPENCER
 HA1517  COUNTRY     -  US
 HA1517  USGS QUAD   -  OWENSBORO EAST (2019)
 HA1517
 HA1517                         *CURRENT SURVEY CONTROL
 HA1517  ______________________________________________________________________
 HA1517* NAD 83(1997) POSITION- 37 47 22.13527(N) 087 06 38.93791(W)   ADJUSTED
 HA1517* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 HA1517  ______________________________________________________________________
 HA1517  GEOID HEIGHT    -        -30.927 (meters)                     GEOID18
 HA1517  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 HA1517  HORZ ORDER      -  SECOND
 HA1517
 HA1517.The horizontal coordinates were established by classical geodetic methods
 HA1517.and adjusted by the National Geodetic Survey in May 1999.
 HA1517
 HA1517.The orthometric height was scaled from a topographic map.
 HA1517
 HA1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1517.GEOID18 height accuracy estimate available here.
 HA1517
 HA1517.Click photographs - Photos may exist for this station.
 HA1517
 HA1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1517
 HA1517. The following values were computed from the NAD 83(1997) position.
 HA1517
 HA1517;                    North         East     Units Scale Factor Converg.
 HA1517;SPC IN W     -   282,128.826   897,579.319   MT  0.99996674   -0 01 00.6
 HA1517;SPC IN W     -   925,617.66  2,944,808.15   sFT  0.99996674   -0 01 00.6
 HA1517;UTM  16      - 4,182,463.813   490,242.895   MT  0.99960117   -0 04 04.5
 HA1517
 HA1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1517!SPC IN W     -   0.99998651  x   0.99996674  =   0.99995325
 HA1517!UTM  16      -   0.99998651  x   0.99960117  =   0.99958769
 HA1517
 HA1517:                Primary Azimuth Mark                     Grid Az
 HA1517:SPC IN W     -  LEVEE AZ MK                              359 47 29.5
 HA1517:UTM  16      -  LEVEE AZ MK                              359 50 33.4
 HA1517
 HA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9024282463(NAD 83)
 HA1517
 HA1517|---------------------------------------------------------------------|
 HA1517| PID    Reference Object                     Distance      Geod. Az  |
 HA1517|                                                           dddmmss.s |
 HA1517| HA1518 OWENSBORO GLENMORE DISTILL STK      APPROX. 2.2 KM 1225827.2 |
 HA1517| HA1519 OWENSBORO ST JOSEPHS CATH CH        APPROX. 1.9 KM 1641505.5 |
 HA1517| CG8784 LEVEE RM 1                           34.113 METERS 20806     |
 HA1517| HA1525 OWENSBORO MUNICIPAL TANK            APPROX. 3.2 KM 2290637.5 |
 HA1517| CG8785 LEVEE RM 2                           32.013 METERS 33104     |
 HA1517| CG8783 LEVEE AZ MK                                        3594628.9 |
 HA1517|---------------------------------------------------------------------|
 HA1517
 HA1517                          SUPERSEDED SURVEY CONTROL
 HA1517
 HA1517  NAD 83(1993)-  37 47 22.13530(N)    087 06 38.93802(W) AD(       ) 2
 HA1517  NAD 83(1986)-  37 47 22.14376(N)    087 06 38.94143(W) AD(       ) 2
 HA1517  NAD 27      -  37 47 21.97000(N)    087 06 38.95700(W) AD(       ) 2
 HA1517
 HA1517.Superseded values are not recommended for survey control.
 HA1517
 HA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1517.See file dsdata.pdf to determine how the superseded data were derived.
 HA1517
 HA1517_MARKER: DS = TRIANGULATION STATION DISK
 HA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1517_STAMPING: LEVEE 1946
 HA1517_MARK LOGO: CGS
 HA1517_PROJECTION: FLUSH
 HA1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1517+STABILITY: SURFACE MOTION
 HA1517
 HA1517  HISTORY     - Date     Condition        Report By
 HA1517  HISTORY     - 1946     MONUMENTED       CGS
 HA1517  HISTORY     - 1965     GOOD             AIRSUR
 HA1517  HISTORY     - 20161201 GOOD             MCA
 HA1517
 HA1517                          STATION DESCRIPTION
 HA1517
 HA1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1517'THE STATION IS LOCATED ACROSS THE OHIO RIVER FROM OWENSBORO, KENTUCKY
 HA1517'AND IS REACHED FROM THE TOLL-HOUSE AT THE NORTH END OF THE
 HA1517'OWENSBORO BRIDGE BY GOING NORTH ON INDIANA STATE ROUTE 75 FOR 0.2
 HA1517'MILE TO THE STATION ON THE RIGHT.  IT IS 31 FEET EAST OF THE
 HA1517'CENTERLINE OF THE HIGHWAY, 3.5 FEET WEST OF A 5-INCH POST AND 21 FEET
 HA1517'NORTHEAST OF THE END GUARD RAIL AT A CONCRETE DRAIN OPENING.  THE
 HA1517'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED---LEVEE 1946---.
 HA1517'
 HA1517'REFERENCE MARK NO. 1 IS 34.113 METERS (111.92 FEET) SOUTHWEST OF THE
 HA1517'STATION, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.5
 HA1517'WEST OF THE GUARD RAIL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HA1517'STAMPED---LEVEE NO. 1 1946---.
 HA1517'
 HA1517'REFERENCE MARK NO. 2 IS 32.013 METERS (105.03 FEET) NORTHWEST OF THE
 HA1517'STATION, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 HA1517'WEST OF THE GUARD RAIL AND 3 FEET SOUTHWEST OF THE END POST OF GUARD
 HA1517'RAIL AT TRACK ROAD ENTRANCE.  THE MARK PROJECTS 2 INCHES AND THE
 HA1517'DISK IS STAMPED---LEVEE NO. 2 1946---.
 HA1517'
 HA1517'THE AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING NORTH ON
 HA1517'THE HIGHWAY FOR 0.4 MILE TO A CONCRETE BRIDGE AND THE MARK IN THE
 HA1517'TOP OF THE SOUTHWEST CORNER OF THE BRIDGE RAIL.  IT IS 12.5 FEET WEST
 HA1517'OF THE CENTERLINE OF THE HIGHWAY AND 9.5 FEET NORTH OF THE END
 HA1517'GUARD POST.  THE MARK IS FLUSH WITH THE RAIL AND THE DISK IS STAMPED
 HA1517'---LEVEE 1946---.
 HA1517'
 HA1517'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HA1517
 HA1517                          STATION RECOVERY (1965)
 HA1517
 HA1517'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1517'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HA1517
 HA1517                          STATION RECOVERY (2016)
 HA1517
 HA1517'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2016 (CCM)
 HA1517'UPDATED WITNESSES  13.2 FT (4.0 M) AT AZIMUTH 270 TO THE EASTERLY EDGE
 HA1517'OF PAVEMENT OF IN-161  40'6 FT (12.2 M) AT AZIMUTH 347 TO THE WESTERLY
 HA1517'LEG OF THE WELCOME TO INDIANA SIGN 111.0 FT (33.8 M) AT AZIMUTH 325 TO
 HA1517'A WOODEN UTILITY POLE 195.0 FT (59.4 M) AT AZIMUTH 193 TO A WOODEN
 HA1517'UTILITY POLE  THE MARK IS LOCATED AT A PAVED PULL OFF AREA ON THE EAST
 HA1517'SIDE OF IN-161  THE AZIMUTH MARK AND REFERENCE MARK NO.1 AND NO.2 WERE
 HA1517'NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2016 ***********************************************************************
 HZ2016  DESIGNATION -  LEWIS
 HZ2016  PID         -  HZ2016
 HZ2016  STATE/COUNTY-  IN/SWITZERLAND
 HZ2016  COUNTRY     -  US
 HZ2016  USGS QUAD   -  CARROLLTON (2019)
 HZ2016
 HZ2016                         *CURRENT SURVEY CONTROL
 HZ2016  ______________________________________________________________________
 HZ2016* NAD 83(1997) POSITION- 38 44 23.06161(N) 085 12 03.69011(W)   ADJUSTED
 HZ2016* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 HZ2016  ______________________________________________________________________
 HZ2016  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 HZ2016  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 HZ2016  HORZ ORDER      -  SECOND
 HZ2016
 HZ2016.The horizontal coordinates were established by classical geodetic methods
 HZ2016.and adjusted by the National Geodetic Survey in May 1999.
 HZ2016
 HZ2016.The orthometric height was scaled from a topographic map.
 HZ2016
 HZ2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2016.GEOID18 height accuracy estimate available here.
 HZ2016
 HZ2016.Click photographs - Photos may exist for this station.
 HZ2016
 HZ2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2016
 HZ2016. The following values were computed from the NAD 83(1997) position.
 HZ2016
 HZ2016;                    North         East     Units Scale Factor Converg.
 HZ2016;SPC IN E     -   387,707.882   140,482.963   MT  0.99998684   +0 17 29.0
 HZ2016;SPC IN E     - 1,272,004.94    460,901.19   sFT  0.99998684   +0 17 29.0
 HZ2016;SPC KY1Z     - 1,267,220.764 1,547,730.057   MT  1.00001843   +0 20 13.4
 HZ2016;SPC KY1Z     - 4,157,540.12  5,077,844.36   sFT  1.00001843   +0 20 13.4
 HZ2016;SPC KY N     -   138,036.344   417,318.838   MT  0.99997336   -0 35 29.8
 HZ2016;SPC KY N     -   452,874.24  1,369,153.55   sFT  0.99997336   -0 35 29.8
 HZ2016;UTM  16      - 4,289,432.128   656,351.092   MT  0.99990103   +1 07 33.6
 HZ2016
 HZ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2016!SPC IN E     -   0.99996392  x   0.99998684  =   0.99995076
 HZ2016!SPC KY1Z     -   0.99996392  x   1.00001843  =   0.99998235
 HZ2016!SPC KY N     -   0.99996392  x   0.99997336  =   0.99993728
 HZ2016!UTM  16      -   0.99996392  x   0.99990103  =   0.99986496
 HZ2016
 HZ2016:                Primary Azimuth Mark                     Grid Az
 HZ2016:SPC IN E     -  LEWIS AZ MK                              275 48 31.3
 HZ2016:SPC KY1Z     -  LEWIS AZ MK                              275 45 46.9
 HZ2016:SPC KY N     -  LEWIS AZ MK                              276 41 30.1
 HZ2016:UTM  16      -  LEWIS AZ MK                              274 58 26.7
 HZ2016
 HZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5635189432(NAD 83)
 HZ2016
 HZ2016|---------------------------------------------------------------------|
 HZ2016| PID    Reference Object                     Distance      Geod. Az  |
 HZ2016|                                                           dddmmss.s |
 HZ2016| CG8787 LEWIS RM 1                           24.832 METERS 15310     |
 HZ2016| CG8788 LEWIS RM 2                           22.982 METERS 27203     |
 HZ2016| CG8786 LEWIS AZ MK                                        2760600.3 |
 HZ2016|---------------------------------------------------------------------|
 HZ2016
 HZ2016                          SUPERSEDED SURVEY CONTROL
 HZ2016
 HZ2016  NAD 83(1995)-  38 44 23.06143(N)    085 12 03.68968(W) AD(       ) 2
 HZ2016  NAD 83(1993)-  38 44 23.06183(N)    085 12 03.69093(W) AD(       ) 2
 HZ2016  NAD 83(1986)-  38 44 23.06292(N)    085 12 03.69751(W) AD(       ) 2
 HZ2016  NAD 27      -  38 44 22.84200(N)    085 12 03.86400(W) AD(       ) 2
 HZ2016
 HZ2016.Superseded values are not recommended for survey control.
 HZ2016
 HZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2016.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2016
 HZ2016_MARKER: DS = TRIANGULATION STATION DISK
 HZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2016_STAMPING: LEWIS 1947
 HZ2016_MARK LOGO: CGS
 HZ2016_PROJECTION: FLUSH
 HZ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2016+STABILITY: SURFACE MOTION
 HZ2016
 HZ2016  HISTORY     - Date     Condition        Report By
 HZ2016  HISTORY     - 1947     MONUMENTED       CGS
 HZ2016  HISTORY     - 1963     GOOD             AEROS
 HZ2016  HISTORY     - 1964     GOOD             CGS
 HZ2016
 HZ2016                          STATION DESCRIPTION
 HZ2016
 HZ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2016'STATION IS ABOUT 2 MILES EAST-NORTHEAST OF BROOKSBURG, ABOUT 0.1 MILE
 HZ2016'EAST OF THE JEFFERSON-SWITZERLAND COUNTY LINE, IN THE SOUTHEAST
 HZ2016'CORNER OF A FIELD OWNED BY BRADLEY LEWIS, 160 FEET NORTHWEST OF THE
 HZ2016'NO. WEST CORNER OF THE LEWIS FARMHOUSE, 42 FEET NORTH OF THE
 HZ2016'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 28 FEET NORTH OF THE SOUTH
 HZ2016'FENCE OF THE FIELD, 11 FEET WEST OF THE EAST FENCE OF THE
 HZ2016'FIELD, AND 11 FEET WEST OF A WITNESS POST. THE MARK IS FLUSH WITH THE
 HZ2016'GROUND, AND THE DISK IS STAMPED LEWIS 1947.
 HZ2016'
 HZ2016'REFERENCE MARK NO. 1 IS 81.47 FEET SOUTH-SOUTHEAST OF THE STATION AND
 HZ2016'80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LEWIS
 HZ2016'FARMHOUSE. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED LEWIS
 HZ2016'NO 1 1947.
 HZ2016'
 HZ2016'REFERENCE MARK NO. 2 IS 75.40 FEET WEST OF THE STATION AND 1 FOOT
 HZ2016'NORTH OF THE SOUTH FENCE OF THE FIELD. THE MARK PROJECTS 6
 HZ2016'INCHES, AND THE DISK IS STAMPED LEWIS NO 2 1947.
 HZ2016'
 HZ2016'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, ABOUT 100 YARDS WEST OF
 HZ2016'A FARMHOUSE OWNED BY ERWIN LEWIS, 7 FEET NORTH OF THE APPROXIMATE
 HZ2016'CENTERLINE OF ROAD TO STATION, AND 2.5 FEET EAST OF A WITNESS POST.
 HZ2016'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEWIS 1947.
 HZ2016'
 HZ2016'TO REACH FROM THE POST OFFICE IN BROOKSBURG, GO SOUTHEAST ON STATE
 HZ2016'HIGHWAY 56 FOR 1.1 MILES TO A GRAVELED SIDE ROAD LEFT AT THE
 HZ2016'WEST SIDE OF THE MORRIS M.E. CHURCH, THEN TURN LEFT AND GO 2.7 MILES
 HZ2016'TO STATION ON LEFT.
 HZ2016'
 HZ2016'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2016
 HZ2016                          STATION RECOVERY (1963)
 HZ2016
 HZ2016'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2016'STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 HZ2016'DESCRIBED.
 HZ2016'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  MR. ERVIN LEWIS
 HZ2016'CLAIMS MARK WAS DESTROYED 5 YEARS AGO BY HIGHWAY DEPT. ROAD
 HZ2016'GRADERS.
 HZ2016
 HZ2016                          STATION RECOVERY (1964)
 HZ2016
 HZ2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ2016'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HZ2016'CONDITION.
 HZ2016'
 HZ2016'THE AZIMUTH MARK WAS RECOVERED IN FAIR CONDITION.  THE MONUMENT IS
 HZ2016'SOLIDLY IN PLACE BUT HAS BEEN CHIPPED BY MACHINERY.
 HZ2016'
 HZ2016'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED.  A DIFFERENCE OF 0.004
 HZ2016'METERS LONGER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1,
 HZ2016'HOWEVER THIS WAS PROBABLY CAUSE BY A HEAVY CROSSWIND AT THIS
 HZ2016'TIME.  THE DIRECTIONS WERE NOT CHECKED.
 HZ2016'
 HZ2016'THE DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION IS GIVEN
 HZ2016'BELOW--
 HZ2016'
 HZ2016'THE STATION IS LOCATED ON A HIGH HILL ABOUT 2 MILES EAST-NORTHEAST
 HZ2016'OF BROOKSBURG, 0.1 MILE EAST OF THE JEFFERSON-SWITZERLAND COUNTY
 HZ2016'LINE, IN THE SOUTHEAST CORNER OF A FIELD OWNED BY BRADLEY LEWIS.  IT
 HZ2016'IS 160 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LEWIS
 HZ2016'FARMHOUSE, 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 HZ2016'GRAVELED ROAD, 30 FEET NORTH-NORTHWEST OF A FENCE CORNER, 27 FEET
 HZ2016'NORTH OF A WIRE FENCE AND 11 FEET WEST OF A WIRE FENCE.  THE
 HZ2016'MARK IS FLUSH AND THE DISK IS STAMPED LEWIS 1947.
 HZ2016'
 HZ2016'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HZ2016'THE FARMHOUSE, 26 FEET WEST OF THE INTERSECTION OF A DRIVEWAY WITH
 HZ2016'THE GRAVELED ROAD AND 10 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 HZ2016'OF THE GRAVELED ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 HZ2016'DISK IS STAMPED LEWIS NO 1 1947.
 HZ2016'
 HZ2016'REFERENCE MARK NO. 2 IS 87 FEET WEST OF A FENCE CORNER, 12 FEET NORTH
 HZ2016'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD AND 1-1/2 FEET
 HZ2016'NORTH OF A WIRE FENCE.
 HZ2016'
 HZ2016'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 49 FEET NORTHEAST
 HZ2016'OF A POWERLINE POLE WITH GUY CABLES AND 6 FEET NORTH-NORTHWEST OF
 HZ2016'THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MONUMENT IS 2 INCHES
 HZ2016'UNDERGROUND AND THE DISK IS STAMPED LEWIS 1947.
 HZ2016'
 HZ2016'THE TO REACH IN THE ORIGINAL DESCRIPTION IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2322 ***********************************************************************
 HZ2322  DESIGNATION -  LEXINGTON
 HZ2322  PID         -  HZ2322
 HZ2322  STATE/COUNTY-  IN/SCOTT
 HZ2322  COUNTRY     -  US
 HZ2322  USGS QUAD   -  BLOCHER (2019)
 HZ2322
 HZ2322                         *CURRENT SURVEY CONTROL
 HZ2322  ______________________________________________________________________
 HZ2322* NAD 83(1997) POSITION- 38 38 51.98937(N) 085 37 36.10195(W)   ADJUSTED
 HZ2322* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 HZ2322  ______________________________________________________________________
 HZ2322  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 HZ2322  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 HZ2322  HORZ ORDER      -  SECOND
 HZ2322
 HZ2322.The horizontal coordinates were established by classical geodetic methods
 HZ2322.and adjusted by the National Geodetic Survey in May 1999.
 HZ2322
 HZ2322.The orthometric height was scaled from a topographic map.
 HZ2322
 HZ2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2322.GEOID18 height accuracy estimate available here.
 HZ2322
 HZ2322.Click photographs - Photos may exist for this station.
 HZ2322
 HZ2322.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2322
 HZ2322. The following values were computed from the NAD 83(1997) position.
 HZ2322
 HZ2322;                    North         East     Units Scale Factor Converg.
 HZ2322;SPC IN E     -   377,397.089   103,479.589   MT  0.99996682   +0 01 29.9
 HZ2322;SPC IN E     - 1,238,176.95    339,499.28   sFT  0.99996682   +0 01 29.9
 HZ2322;UTM  16      - 4,278,585.515   619,506.759   MT  0.99977587   +0 51 28.0
 HZ2322
 HZ2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2322!SPC IN E     -   0.99997269  x   0.99996682  =   0.99993951
 HZ2322!UTM  16      -   0.99997269  x   0.99977587  =   0.99974857
 HZ2322
 HZ2322:                Primary Azimuth Mark                     Grid Az
 HZ2322:SPC IN E     -  MARYSVILLE 1914                          195 45 57.9
 HZ2322:UTM  16      -  MARYSVILLE 1914                          194 55 59.8
 HZ2322
 HZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1950678585(NAD 83)
 HZ2322
 HZ2322|---------------------------------------------------------------------|
 HZ2322| PID    Reference Object                     Distance      Geod. Az  |
 HZ2322|                                                           dddmmss.s |
 HZ2322| HZ2319 MARYSVILLE 1914                     APPROX. 6.8 KM 1954727.8 |
 HZ2322| CG8792 LEXINGTON RM 3                       27.075 METERS 20631     |
 HZ2322| CG8790 LEXINGTON RM 1                       27.039 METERS 20634     |
 HZ2322| CG8789 LEXINGTON AZ MK                                    2805257.0 |
 HZ2322| CG8791 LEXINGTON RM 2                       22.500 METERS 33621     |
 HZ2322|---------------------------------------------------------------------|
 HZ2322
 HZ2322                          SUPERSEDED SURVEY CONTROL
 HZ2322
 HZ2322  NAD 83(1995)-  38 38 51.99049(N)    085 37 36.09925(W) AD(       ) 2
 HZ2322  NAD 83(1993)-  38 38 51.99039(N)    085 37 36.09934(W) AD(       ) 2
 HZ2322  NAD 83(1986)-  38 38 51.99218(N)    085 37 36.10520(W) AD(       ) 2
 HZ2322  NAD 27      -  38 38 51.77700(N)    085 37 36.23700(W) AD(       ) 2
 HZ2322
 HZ2322.Superseded values are not recommended for survey control.
 HZ2322
 HZ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2322.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2322
 HZ2322_MARKER: DS = TRIANGULATION STATION DISK
 HZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2322_STAMPING: LEXINGTON 1947
 HZ2322_MARK LOGO: CGS
 HZ2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2322+STABILITY: SURFACE MOTION
 HZ2322
 HZ2322  HISTORY     - Date     Condition        Report By
 HZ2322  HISTORY     - 1947     MONUMENTED       CGS
 HZ2322  HISTORY     - 1969     GOOD             CGS
 HZ2322
 HZ2322                          STATION DESCRIPTION
 HZ2322
 HZ2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2322'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTH OF THE SMALL VILLAGE OF
 HZ2322'LEXINGTON AND ON THE PROPERTY OF DALE RENCHLER.  IT IS 72 FEET
 HZ2322'WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 203, 51 FEET WEST
 HZ2322'OF A POWERLINE POLE WITH A TRANSFORMER, AND 19 FEET SOUTH
 HZ2322'OF A FENCE LINE. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 HZ2322'LEXINGTON 1947.
 HZ2322'
 HZ2322'REFERENCE MARK NO. 1 IS 88.71 FEET SOUTH-SOUTHWEST OF THE STATION,
 HZ2322'125 FEET NORTH OF THE NORTHEAST CORNER OF THE RENCHLER FARM
 HZ2322'HOUSE, AND ON THE WESTERN EDGE OF A FARM GARDEN. THE MARK PROJECTS 7
 HZ2322'INCHES, AND THE DISK IS STAMPED LEXINGTON NO 1 1947.
 HZ2322'
 HZ2322'REFERENCE MARK NO. 2 IS 73.90 FEET NORTHWEST OF THE STATION. IT IS
 HZ2322'LOCATED IN PASTURE LAND, AND 16 FEET EAST OF A 10-INCH PINE
 HZ2322'TREE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEXINGTON
 HZ2322'NO 2 1947.
 HZ2322'
 HZ2322'THE AZIMUTH MARK IS 0.7 MILE WEST-NORTHWEST OF THE STATION, 0.05 MILE
 HZ2322'EAST OF FRED G. FABERS FARM HOUSE, 30 FEET NORTH OF THE
 HZ2322'APPROXIMATE CENTERLINE OF STATE HIGHWAY 356, 9 FEET SOUTH OF A FENCE
 HZ2322'LINE AND 2 FEET EAST OF A WITNESS POST. THE MARK PROJECTS 7
 HZ2322'INCHES, AND THE DISK IS STAMPED LEXINGTON 1947.
 HZ2322'
 HZ2322'TO REACH THE STATION FROM THE LEXINGTON SCHOOL HOUSE IN THE VILLAGE
 HZ2322'OF LEXINGTON, GO WEST ON STATE HIGHWAY 356 FOR 0.1 MILE TO THE
 HZ2322'JUNCTION OF STATE HIGHWAY 203, TURN LEFT ON STATE HIGHWAY 203 AND GO
 HZ2322'0.25 MILE TO THE RENCHLER FARM HOUSE ON THE RIGHT, AND THE
 HZ2322'STATION AS DESCRIBED.
 HZ2322'
 HZ2322'TO REACH THE AZIMUTH MARK FROM THE LEXINGTON HIGH SCHOOL IN THE
 HZ2322'VILLAGE OF LEXINGTON, GO WEST ON STATE HIGHWAY 356 FOR 0.8 MILE
 HZ2322'TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2322'
 HZ2322'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2322
 HZ2322                          STATION RECOVERY (1969)
 HZ2322
 HZ2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HZ2322'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 HZ2322'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 HZ2322'FOUND BADLY TILTED, HAVING BEEN STRUCK BY HEAVY EQUIPMENT.  THE
 HZ2322'CONCRETE MONUMENT WAS RESET IN NEARLY ITS EXACT ORIGINAL POSITION
 HZ2322'AND CEMENTED IN.  THE ORIGINAL DISK WAS ALTERED TO READ LEXINGTON
 HZ2322'1947 NO 3 1969.  DUE TO DENSE WOODS IN FULL LEAF BETWEEN THE STATION
 HZ2322'AND THE AZIMUTH MARK THE AZIMUTH MARK COULD NOT BE MADE VISIBLE
 HZ2322'WITHOUT EXTENSIVE CLEARING.  THE STATION WAS OCCUPIED AND THE
 HZ2322'HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 2 AND
 HZ2322'REFERENCE MARK NO. 3, AND THE LEXINGTON MUNICIPAL STANDPIPE WAS CUT
 HZ2322'IN FOR A ROUGH CHECK ONLY.  IN CHECKING THE HORIZONTAL
 HZ2322'MEASUREMENT BETWEEN THE STATION AND REFERENCE MARK NO. 2 A
 HZ2322'DISCREPANCY OF - 0.08 OF A FOOT WAS NOTED.
 HZ2322'
 HZ2322'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ2322'
 HZ2322'THE STATION IS LOCATED ABOUT 0.25 OF A MILE SOUTH OF LEXINGTON,
 HZ2322'ALONG THE WEST SIDE OF STATE ROUTE 203 IN A WOODED AREA ON THE
 HZ2322'PROPERTY OF MR. DALE RENSCHLER.
 HZ2322'
 HZ2322'TO REACH THE STATION FROM THE LEXINGTON SCHOOL BUILDINGS IN THE SMALL
 HZ2322'VILLAGE OF LEXINGTON, GO WEST ON STATE ROUTE 356 FOR 0.1 OF A MILE
 HZ2322'TO THE JUNCTION OF STATE ROUTE 203.  HERE TURN LEFT AND GO
 HZ2322'SOUTHERLY ON STATE ROUTE 203 UP A STEEP HILL FOR 0.25 OF A MILE TO
 HZ2322'A SMALL STANDPIPE ON THE LEFT, A GASOLINE STORAGE COMPLEX ON
 HZ2322'THE RIGHT, AND THE STATION AS DESCRIBED.
 HZ2322'
 HZ2322'THE STATION IS IN THE EDGE OF A WOODS, 72 FEET WEST OF THE
 HZ2322'APPROXIMATE CENTER OF STATE ROUTE 203, 57 FEET NORTHEAST OF THE
 HZ2322'NORTHEAST CORNER OF A PUMPING STATION SHED, 51 FEET WEST OF A
 HZ2322'POWERLINE TRANSFORMER POLE, 48 FEET NORTH OF THE APPROXIMATE
 HZ2322'CENTER OF THE BULK STATION DRIVEWAY, AND 1.0 FOOT SOUTH OF A
 HZ2322'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 HZ2322'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HZ2322'STAMPED LEXINGTON 1947.
 HZ2322'
 HZ2322'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION IN DENSE WOODS, 112
 HZ2322'FEET NORTH OF THE NORTHEAST CORNER OF THE PUMPING STATION SHED, 14
 HZ2322'FEET EAST OF A 14-INCH VIRGINIA PINE TREE, AND 1.0 FOOT SOUTH OF A
 HZ2322'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 HZ2322'OF 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 HZ2322'THE DISK IS STAMPED LEXINGTON NO 2 1947.
 HZ2322'
 HZ2322'REFERENCE MARK NO. 3 IS 115 FEET WEST OF THE APPROXIMATE CENTER OF
 HZ2322'STATE ROUTE 303, 29 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HZ2322'PUMPING STATION SHED, 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HZ2322'GRAVELED DRIVE LEADING SOUTH, AND 1.0 FOOT NORTH OF A METAL
 HZ2322'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ2322'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 HZ2322'DISK IS STAMPED LEXINGTON 1947 NO 3 1969.
 HZ2322'
 HZ2322'DUE TO THE PUMPING STATION SHED BEING ON LINE, THE DISTANCE BETWEEN
 HZ2322'THE REFERENCE MARKS COULD NOT BE MEASURED.
 HZ2322'
 HZ2322'THE AZIMUTH MARK IS 105 FEET EAST OF A T FENCE CORNER POST, 86 FEET
 HZ2322'WEST OF A TELEPHONE POLE, 76 FEET EAST OF A TELEPHONE POLE, 29 FEET
 HZ2322'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 356, 9 FEET SOUTH OF
 HZ2322'A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT
 HZ2322'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HZ2322'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED LEXINGTON
 HZ2322'1947.
 HZ2322'
 HZ2322'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 356 AND
 HZ2322'STATE ROUTE 203 0.1 OF A MILE WEST OF THE LEXINGTON SCHOOL
 HZ2322'BUILDINGS, GO WESTERLY ON STATE ROUTE 356 FOR 0.7 OF A MILE TO THE
 HZ2322'MARK ON THE RIGHT AS DESCRIBED.
 HZ2322'
 HZ2322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.25 OF A
 HZ2322'MILE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2258 ***********************************************************************
 ME2258  DESIGNATION -  LIBERTY
 ME2258  PID         -  ME2258
 ME2258  STATE/COUNTY-  IN/ST JOSEPH
 ME2258  COUNTRY     -  US
 ME2258  USGS QUAD   -  NORTH LIBERTY (2019)
 ME2258
 ME2258                         *CURRENT SURVEY CONTROL
 ME2258  ______________________________________________________________________
 ME2258* NAD 83(1997) POSITION- 41 32 14.69339(N) 086 25 23.05831(W)   ADJUSTED
 ME2258* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 ME2258  ______________________________________________________________________
 ME2258  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME2258  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 ME2258  HORZ ORDER      -  THIRD
 ME2258
 ME2258.The horizontal coordinates were established by classical geodetic methods
 ME2258.and adjusted by the National Geodetic Survey in May 1999.
 ME2258
 ME2258.The orthometric height was scaled from a topographic map.
 ME2258
 ME2258.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2258.GEOID18 height accuracy estimate available here.
 ME2258
 ME2258.Click photographs - Photos may exist for this station.
 ME2258
 ME2258.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2258
 ME2258. The following values were computed from the NAD 83(1997) position.
 ME2258
 ME2258;                    North         East     Units Scale Factor Converg.
 ME2258;SPC IN E     -   698,517.303    36,881.317   MT  1.00001568   -0 30 05.7
 ME2258;SPC IN E     - 2,291,718.85    121,001.45   sFT  1.00001568   -0 30 05.7
 ME2258;SPC IN W     -   698,451.530   955,095.883   MT  1.00000401   +0 26 16.2
 ME2258;SPC IN W     - 2,291,503.06  3,133,510.41   sFT  1.00000401   +0 26 16.2
 ME2258;UTM  16      - 4,598,578.666   548,124.405   MT  0.99962850   +0 22 57.3
 ME2258
 ME2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2258!SPC IN E     -   0.99997035  x   1.00001568  =   0.99998603
 ME2258!SPC IN W     -   0.99997035  x   1.00000401  =   0.99997436
 ME2258!UTM  16      -   0.99997035  x   0.99962850  =   0.99959886
 ME2258
 ME2258:                Primary Azimuth Mark                     Grid Az
 ME2258:SPC IN E     -  WALKERTON                                217 24 31.7
 ME2258:SPC IN W     -  WALKERTON                                216 28 09.8
 ME2258:UTM  16      -  WALKERTON                                216 31 28.7
 ME2258
 ME2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4812498578(NAD 83)
 ME2258
 ME2258|---------------------------------------------------------------------|
 ME2258| PID    Reference Object                     Distance      Geod. Az  |
 ME2258|                                                           dddmmss.s |
 ME2258| CM3035 LIBERTY RM 1                         29.520 METERS 00401     |
 ME2258| CM3034 LIBERTY AZ MK                                      1775037.8 |
 ME2258| ME2346 WALKERTON                           APPROX. 9.5 KM 2165426.0 |
 ME2258| CM3036 LIBERTY RM 2                         29.929 METERS 27742     |
 ME2258|---------------------------------------------------------------------|
 ME2258
 ME2258                          SUPERSEDED SURVEY CONTROL
 ME2258
 ME2258  NAD 83(1994)-  41 32 14.69758(N)    086 25 23.06322(W) AD(       ) 3
 ME2258  NAD 83(1986)-  41 32 14.69735(N)    086 25 23.06379(W) AD(       ) 3
 ME2258  NAD 27      -  41 32 14.53260(N)    086 25 23.02730(W) AD(       ) 3
 ME2258
 ME2258.Superseded values are not recommended for survey control.
 ME2258
 ME2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2258.See file dsdata.pdf to determine how the superseded data were derived.
 ME2258
 ME2258_MARKER: DS = TRIANGULATION STATION DISK
 ME2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2258_STAMPING: LIBERTY 1952
 ME2258_MARK LOGO: CGS
 ME2258_PROJECTION: FLUSH
 ME2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2258+STABILITY: SURFACE MOTION
 ME2258
 ME2258  HISTORY     - Date     Condition        Report By
 ME2258  HISTORY     - 1952     MONUMENTED       CGS
 ME2258  HISTORY     - 1970     GOOD             BRADY
 ME2258  HISTORY     - 1975     GOOD             NGS
 ME2258  HISTORY     - 1988     GOOD             USPSQD
 ME2258  HISTORY     - 19941030 GOOD             USPSQD
 ME2258  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME2258
 ME2258                          STATION DESCRIPTION
 ME2258
 ME2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2258'STATION IS LOCATED IN NEW LIBERTY ON THE GROUNDS OF THE LIBERTY
 ME2258'TOWNSHIP SCHOOL.  IT IS 165 FEET
 ME2258'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 20 FEET
 ME2258'SOUTH OF THE SOUTHEAST CORNER OF A
 ME2258'TENNIS COURT AND 11 FEET EAST OF A WHITE WITNESS POST AND
 ME2258'FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 ME2258'IS STAMPED LIBERTY 1952.
 ME2258'
 ME2258'REFERENCE MARK NO. 1 IS 33 FEET NORTHEAST OF THE CENTER OF THE EAST
 ME2258'TENNIS COURT AND 1 FOOT WEST
 ME2258'OF THE WEST EDGE OF THE COURT.  THE MARK IS FLUSH AND THE DISK IS
 ME2258'STAMPED LIBERTY NO 1 1952.
 ME2258'
 ME2258'REFERENCE MARK NO. 2 IS 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ME2258'THE SCHOOL BUILDING, 10 FEET
 ME2258'EAST OF THE CENTER OF A SCHOOL DRIVEWAY AND 4 FEET SOUTH OF THE
 ME2258'SOUTHWEST CORNER OF THE TENNIS COURT.
 ME2258'THE MARK IS FLUSH AND THE DISK IS STAMPED LIBERTY NO 2
 ME2258'1952.
 ME2258'
 ME2258'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4, 16
 ME2258'FEET NORTH OF A FIRE HYDRANT,
 ME2258'16 FEET EAST OF THE EAST RAIL OF A RAIL ROAD SIDING AND 1 FOOT WEST
 ME2258'OF A WHITE WITNESS POST.  THE MARK
 ME2258'PROJECTS 4 INCHES AND THE DISK IS STAMPED LIBERTY 1952.
 ME2258'
 ME2258'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.1 MILE TO A
 ME2258'T-ROAD SOUTH, TURN LEFT AND GO
 ME2258'0.2 MILE TO THE INTERSECTION OF STATE HIGHWAY 4, TURN LEFT ON HIGHWAY
 ME2258'4 AND GO 0.1 MILE TO A RAIL ROAD
 ME2258'SIDING AND THE MARK AS DESCRIBED.
 ME2258'
 ME2258'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2258
 ME2258                          STATION RECOVERY (1970)
 ME2258
 ME2258'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (HH)
 ME2258'LIBERTY 1952
 ME2258'GOOD.
 ME2258'
 ME2258'STATION, RM NO 1, RM NO 2 AND AZIMUTH MARK WERE ALL RECOVERED
 ME2258'IN GOOD CONDITION.
 ME2258'AZIMUTH MARK HAS BEEN MOVED WHEN GAS LINE WAS INSTALLED IN THAT
 ME2258'AREA.  THIRD ORDER TRAVERSE TO STATION
 ME2258'LAKEVILLE INDICATES THAT THE GRID AZIMUTH
 ME2258'FROM LIBERTY TO AZIMUTH MARK SHOULD BE S 01 DEG 40 MIN E.
 ME2258
 ME2258                          STATION RECOVERY (1975)
 ME2258
 ME2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2258'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2258'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE TREES ARE ON LINE.  THE
 ME2258'DISTANCE TO THE REFERENCE MARKS CHECKED AND THE ANGLE BETWEEN THE
 ME2258'MARKS CHECKED.  THE 1952 DESCRIPTION AND TO REACH IS ADEQUATE WITH
 ME2258'THE EXCEPTION.  THE 1952 DESCRIPTION HAS NEW LIBERTY AS THE TOWN
 ME2258'AND IT SHOULD BE READ AS NORTH LIBERTY.
 ME2258'
 ME2258'THERE WAS NO OBJECT TO SET A NEW AZIMUTH MARK FROM.  THE REFERENCE
 ME2258'MARKS COULD NOT BE MEASURED BETWEEN DUE TO THE PLAYGROUND EQUIPMENT
 ME2258'ON LINE.
 ME2258'
 ME2258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTH EDGE
 ME2258'OF NORTH LIBERTY.
 ME2258
 ME2258                          STATION RECOVERY (1988)
 ME2258
 ME2258'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2258'RECOVERED IN GOOD CONDITION.
 ME2258
 ME2258                          STATION RECOVERY (1994)
 ME2258
 ME2258'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2258'RECOVERED IN GOOD CONDITION.
 ME2258
 ME2258                          STATION RECOVERY (2001)
 ME2258
 ME2258'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME2258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2025 ***********************************************************************
 LA2025  DESIGNATION -  LIBERTY
 LA2025  PID         -  LA2025
 LA2025  STATE/COUNTY-  IN/WELLS
 LA2025  COUNTRY     -  US
 LA2025  USGS QUAD   -  LIBERTY CENTER (2019)
 LA2025
 LA2025                         *CURRENT SURVEY CONTROL
 LA2025  ______________________________________________________________________
 LA2025* NAD 83(1997) POSITION- 40 41 58.83189(N) 085 16 37.18300(W)   ADJUSTED
 LA2025* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2025  ______________________________________________________________________
 LA2025  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 LA2025  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 LA2025  HORZ ORDER      -  THIRD
 LA2025
 LA2025.The horizontal coordinates were established by classical geodetic methods
 LA2025.and adjusted by the National Geodetic Survey in May 1999.
 LA2025
 LA2025.The orthometric height was scaled from a topographic map.
 LA2025
 LA2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2025.GEOID18 height accuracy estimate available here.
 LA2025
 LA2025.Click photographs - Photos may exist for this station.
 LA2025
 LA2025.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2025
 LA2025. The following values were computed from the NAD 83(1997) position.
 LA2025
 LA2025;                    North         East     Units Scale Factor Converg.
 LA2025;SPC IN E     -   605,280.999   132,932.376   MT  0.99998001   +0 15 14.8
 LA2025;SPC IN E     - 1,985,826.08    436,128.97   sFT  0.99998001   +0 15 14.8
 LA2025;UTM  16      - 4,506,846.567   645,566.404   MT  0.99986082   +1 07 25.5
 LA2025
 LA2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2025!SPC IN E     -   0.99996488  x   0.99998001  =   0.99994489
 LA2025!UTM  16      -   0.99996488  x   0.99986082  =   0.99982571
 LA2025
 LA2025:                Primary Azimuth Mark                     Grid Az
 LA2025:SPC IN E     -  LIBERTY AZ MK                            338 20 08.9
 LA2025:UTM  16      -  LIBERTY AZ MK                            337 27 58.2
 LA2025
 LA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4556606846(NAD 83)
 LA2025
 LA2025|---------------------------------------------------------------------|
 LA2025| PID    Reference Object                     Distance      Geod. Az  |
 LA2025|                                                           dddmmss.s |
 LA2025| CC8796 LIBERTY RM 1                         27.879 METERS 04227     |
 LA2025| CC8797 LIBERTY RM 2                         25.514 METERS 14536     |
 LA2025| CC8795 LIBERTY AZ MK                                      3383523.7 |
 LA2025|---------------------------------------------------------------------|
 LA2025
 LA2025                          SUPERSEDED SURVEY CONTROL
 LA2025
 LA2025  NAD 83(1995)-  40 41 58.83208(N)    085 16 37.19258(W) AD(       ) 3
 LA2025  NAD 83(1986)-  40 41 58.83473(N)    085 16 37.19766(W) AD(       ) 3
 LA2025  NAD 27      -  40 41 58.66650(N)    085 16 37.31270(W) AD(       ) 3
 LA2025
 LA2025.Superseded values are not recommended for survey control.
 LA2025
 LA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2025.See file dsdata.pdf to determine how the superseded data were derived.
 LA2025
 LA2025_MARKER: DS = TRIANGULATION STATION DISK
 LA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2025_STAMPING: LIBERTY 1955
 LA2025_MARK LOGO: CGS
 LA2025_PROJECTION: FLUSH
 LA2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2025+STABILITY: SURFACE MOTION
 LA2025
 LA2025  HISTORY     - Date     Condition        Report By
 LA2025  HISTORY     - 1955     MONUMENTED       CGS
 LA2025
 LA2025                          STATION DESCRIPTION
 LA2025
 LA2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2025'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF MONTPELIER, 7 MILES
 LA2025'SOUTHWEST OF BLUFFTON, AND IN THE NORTHEAST CORNER OF THE LIBERTY
 LA2025'CENTER HIGH SCHOOL BALL PARK.
 LA2025'
 LA2025'IT IS 75 FEET SOUTHEAST OF A POWERLINE POLE, 66 FEET SOUTH OF A WIRE
 LA2025'FENCE, AND 42 FEET NORTH OF A 14-INCH TRIANGULAR BLAZED WALNUT TREE.
 LA2025'
 LA2025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303 IN
 LA2025'MONTPELIER, GO NORTH ON STATE HIGHWAY 303 FOR 10 MILES TO THE LIBERTY
 LA2025'CENTER HIGH SCHOOL ON THE RIGHT, TURN RIGHT (EAST) ON THE NORTH SIDE
 LA2025'OF THE SCHOOL AND GO FOR 0.15 MILE TO THE NORTHEAST CORNER OF THE BALL
 LA2025'PARK AND THE STATION AS DESCRIBED.
 LA2025'
 LA2025'TO REACH THE AZIMUTH MARK FROM THE HIGH SCHOOL, GO NORTH ON STATE
 LA2025'HIGHWAY 303 FOR 0.25 MILE TO A GRAVEL ROAD ON THE RIGHT AND THE
 LA2025'AZIMUTH MARK IN THE NORTHEAST CORNER OF THE INTERSECTION AS DESCRIBED.
 LA2025'
 LA2025'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2025'IS STAMPED LIBERTY 1955.
 LA2025'
 LA2025'REFERENCE MARK 1 IS 1 FOOT WEST OF A WHITE 4 IN BY 4 IN POST AND 1
 LA2025'FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 LA2025'IS STAMPED LIBERTY NO 1 1955.
 LA2025'
 LA2025'REFERENCE MARK 2 IS 45 FEET SOUTHEAST OF THE WALNUT TREE.  THE MARK
 LA2025'PROJECTS 4 INCHES, AND THE DISK IS STAMPED LIBERTY NO 2 1955.
 LA2025'
 LA2025'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF STATE HIGHWAY 303,
 LA2025'15 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 5 FEET NORTHWEST OF A
 LA2025'TELEPHONE POLE AND 4 FEET NORTHWEST OF A WHITE 4 IN BY 4 IN WITNESS
 LA2025'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LIBERTY
 LA2025'1955.
 LA2025'
 LA2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1641 ***********************************************************************
 MD1641  DESIGNATION -  LIBERTY
 MD1641  PID         -  MD1641
 MD1641  STATE/COUNTY-  IN/WABASH
 MD1641  COUNTRY     -  US
 MD1641  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1641
 MD1641                         *CURRENT SURVEY CONTROL
 MD1641  ______________________________________________________________________
 MD1641* NAD 83(1997) POSITION- 41 02 22.31046(N) 085 44 33.92550(W)   ADJUSTED
 MD1641* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 MD1641  ______________________________________________________________________
 MD1641  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 MD1641  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 MD1641  HORZ ORDER      -  FIRST
 MD1641
 MD1641.The horizontal coordinates were established by classical geodetic methods
 MD1641.and adjusted by the National Geodetic Survey in May 1999.
 MD1641
 MD1641.The orthometric height was scaled from a topographic map.
 MD1641
 MD1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1641.GEOID18 height accuracy estimate available here.
 MD1641
 MD1641.Click photographs - Photos may exist for this station.
 MD1641
 MD1641.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1641
 MD1641. The following values were computed from the NAD 83(1997) position.
 MD1641
 MD1641;                    North         East     Units Scale Factor Converg.
 MD1641;SPC IN E     -   642,950.891    93,602.158   MT  0.99996717   -0 02 59.9
 MD1641;SPC IN E     - 2,109,414.71    307,093.08   sFT  0.99996717   -0 02 59.9
 MD1641;UTM  16      - 4,543,906.665   605,674.042   MT  0.99973744   +0 49 32.0
 MD1641
 MD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1641!SPC IN E     -   0.99996658  x   0.99996717  =   0.99993375
 MD1641!UTM  16      -   0.99996658  x   0.99973744  =   0.99970403
 MD1641
 MD1641:                Primary Azimuth Mark                     Grid Az
 MD1641:SPC IN E     -  LIBERTY AZ MK                            005 59 26.6
 MD1641:UTM  16      -  LIBERTY AZ MK                            005 06 54.7
 MD1641
 MD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0567443906(NAD 83)
 MD1641
 MD1641|---------------------------------------------------------------------|
 MD1641| PID    Reference Object                     Distance      Geod. Az  |
 MD1641|                                                           dddmmss.s |
 MD1641| CC8792 LIBERTY AZ MK                                      0055626.7 |
 MD1641| CC8793 LIBERTY RM 1                         28.874 METERS 06441     |
 MD1641| CC8794 LIBERTY RM 2                         30.702 METERS 11942     |
 MD1641| MD1655 N MANCHESTER MUN STANDPIPE          APPROX. 4.6 KM 2093556.5 |
 MD1641| MD1656 N MANCHESTER PEABODY MEM TWR        APPROX. 4.6 KM 2164659.1 |
 MD1641|---------------------------------------------------------------------|
 MD1641
 MD1641                          SUPERSEDED SURVEY CONTROL
 MD1641
 MD1641  NAD 83(1995)-  41 02 22.31407(N)    085 44 33.93607(W) AD(       ) 1
 MD1641  NAD 83(1986)-  41 02 22.31420(N)    085 44 33.93679(W) AD(       ) 1
 MD1641  NAD 27      -  41 02 22.15380(N)    085 44 33.98830(W) AD(       ) 1
 MD1641
 MD1641.Superseded values are not recommended for survey control.
 MD1641
 MD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1641.See file dsdata.pdf to determine how the superseded data were derived.
 MD1641
 MD1641_MARKER: DS = TRIANGULATION STATION DISK
 MD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1641_STAMPING: LIBERTY 1947
 MD1641_MARK LOGO: CGS
 MD1641_PROJECTION: FLUSH
 MD1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1641+STABILITY: SURFACE MOTION
 MD1641
 MD1641  HISTORY     - Date     Condition        Report By
 MD1641  HISTORY     - 1947     MONUMENTED       CGS
 MD1641  HISTORY     - 20050114 MARK NOT FOUND   INDIV
 MD1641
 MD1641                          STATION DESCRIPTION
 MD1641
 MD1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1641'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF NORTH MANCHESTER ON THE
 MD1641'WEST SIDE OF STATE HIGHWAY 13 AND ON LAND OWNED BY J.L. SPANN.
 MD1641'
 MD1641'IT IS IN A NORTH-SOUTH FENCE LINE, 117 FEET WEST OF THE NORTHWEST
 MD1641'CORNER OF THE HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 MD1641'IS STAMPED LIBERTY 1947.
 MD1641'
 MD1641'REFERENCE MARK NO. 1 IS 94.73 FEET NORTHEAST OF THE STATION.  IT IS
 MD1641'64.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 47.7 FEET
 MD1641'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN AND 19 FEET SOUTH OF A
 MD1641'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1641'LIBERTY NO 1 1947.
 MD1641'
 MD1641'REFERENCE MARK NO. 2 IS 100.73 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1641'30.5 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 21 FEET
 MD1641'NORTHEAST OF THE NORTHEAST CORNER OF A SHED.  THE MARK IS FLUSH WITH
 MD1641'THE GROUND AND THE DISK IS STAMPED LIBERTY NO 2 1947.
 MD1641'
 MD1641'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION ON THE EAST SIDE OF
 MD1641'HIGHWAY 13.
 MD1641'
 MD1641'IT IS 39 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF A
 MD1641'WHITE WITNESS POST AND ONE FOOT WEST OF THE FENCE.  THE MARK PROJECTS
 MD1641'ABOUT 4 INCHES AND THE DISK IS STAMPED LIBERTY 1947.
 MD1641'
 MD1641'TO REACH THE STATION FROM THE INTERSECTION OF E. MAIN AND N. MILL
 MD1641'STREETS IN NORTH MANCHESTER, GO NORTH ON N. MILL STREET FOR 0.45 MILE
 MD1641'TO E. SEVENTH STREET, TURN RIGHT AND GO 0.35 MILE TO EAST STREET, TURN
 MD1641'LEFT AND GO 0.95 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO 1.85 MILES TO
 MD1641'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR
 MD1641'0.35 MILE TO JUDY FAIRVIEW STOCK FARM ON THE LEFT AND THE AZIMUTH MARK
 MD1641'ON THE RIGHT.
 MD1641'
 MD1641'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1641
 MD1641                          STATION RECOVERY (2005)
 MD1641
 MD1641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1899 ***********************************************************************
 JA1899  DESIGNATION -  LIBERTY
 JA1899  PID         -  JA1899
 JA1899  STATE/COUNTY-  IN/LAWRENCE
 JA1899  COUNTRY     -  US
 JA1899  USGS QUAD   -  GEORGIA (2019)
 JA1899
 JA1899                         *CURRENT SURVEY CONTROL
 JA1899  ______________________________________________________________________
 JA1899* NAD 83(1997) POSITION- 38 41 35.00743(N) 086 32 32.42164(W)   ADJUSTED
 JA1899* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 JA1899  ______________________________________________________________________
 JA1899  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 JA1899  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 JA1899  HORZ ORDER      -  SECOND
 JA1899
 JA1899.The horizontal coordinates were established by classical geodetic methods
 JA1899.and adjusted by the National Geodetic Survey in May 1999.
 JA1899
 JA1899.The orthometric height was scaled from a topographic map.
 JA1899
 JA1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1899.GEOID18 height accuracy estimate available here.
 JA1899
 JA1899.Click photographs - Photos may exist for this station.
 JA1899
 JA1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1899
 JA1899. The following values were computed from the NAD 83(1997) position.
 JA1899
 JA1899;                    North         East     Units Scale Factor Converg.
 JA1899;SPC IN W     -   382,561.878   947,064.753   MT  0.99999393   +0 20 17.5
 JA1899;SPC IN W     - 1,255,121.76  3,107,161.61   sFT  0.99999393   +0 20 17.5
 JA1899;UTM  16      - 4,282,815.128   539,800.382   MT  0.99961951   +0 17 10.0
 JA1899
 JA1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1899!SPC IN W     -   0.99996238  x   0.99999393  =   0.99995631
 JA1899!UTM  16      -   0.99996238  x   0.99961951  =   0.99958190
 JA1899
 JA1899:                Primary Azimuth Mark                     Grid Az
 JA1899:SPC IN W     -  LIBERTY AZ MK                            338 23 20.0
 JA1899:UTM  16      -  LIBERTY AZ MK                            338 26 27.5
 JA1899
 JA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3980082815(NAD 83)
 JA1899
 JA1899|---------------------------------------------------------------------|
 JA1899| PID    Reference Object                     Distance      Geod. Az  |
 JA1899|                                                           dddmmss.s |
 JA1899| CG8794 LIBERTY RM 1                         17.526 METERS 10139     |
 JA1899| CG8795 LIBERTY RM 2                         19.910 METERS 25145     |
 JA1899| CG8793 LIBERTY AZ MK                                      3384337.5 |
 JA1899|---------------------------------------------------------------------|
 JA1899
 JA1899                          SUPERSEDED SURVEY CONTROL
 JA1899
 JA1899  NAD 83(1986)-  38 41 35.01302(N)    086 32 32.42407(W) AD(       ) 2
 JA1899  NAD 27      -  38 41 34.82400(N)    086 32 32.45000(W) AD(       ) 2
 JA1899
 JA1899.Superseded values are not recommended for survey control.
 JA1899
 JA1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1899.See file dsdata.pdf to determine how the superseded data were derived.
 JA1899
 JA1899_MARKER: DS = TRIANGULATION STATION DISK
 JA1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1899_STAMPING: LIBERTY 1946
 JA1899_MARK LOGO: CGS
 JA1899_PROJECTION: FLUSH
 JA1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1899+STABILITY: SURFACE MOTION
 JA1899
 JA1899  HISTORY     - Date     Condition        Report By
 JA1899  HISTORY     - 1946     MONUMENTED       CGS
 JA1899  HISTORY     - 19960101 GOOD             INDNR
 JA1899
 JA1899                          STATION DESCRIPTION
 JA1899
 JA1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1899'THIS STATION IS ON THE HIGHEST POINT OF A PROMINENT HILL, ABOUT 5
 JA1899'MILES SOUTHWEST FROM MITCHELL, ABOUT 4 MILES NORTH FROM ORANGEVILLE
 JA1899'AND 0.25 MILE NORTHEAST FROM THE LIBERTY CHURCH.  IT IS 0.1 MILE
 JA1899'NORTHEAST FROM THE FARMHOUSE OF MR JOSEPH HILLS, 31 FEET SOUTH OF A
 JA1899'36-INCH TULIP TREE AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 JA1899'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY 1946.
 JA1899'
 JA1899'REFERENCE MARK NO 1 IS 57.50 FEET EAST OF THE STATION.  THE MARK
 JA1899'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY NO 1 1946.
 JA1899'
 JA1899'REFERENCE MARK NO 2 IS 65.32 FEET WEST OF THE STATION.  THE MARK
 JA1899'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY NO 2 1946.
 JA1899'
 JA1899'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 16 FEET WEST OF
 JA1899'THE GRAVEL ROAD WHICH LEADS TO THE STATION, 15 FEET NORTH OF A GATE
 JA1899'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA1899'AND THE DISK IS STAMPED LIBERTY 1946.
 JA1899'
 JA1899'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60 IN SOUTHWEST
 JA1899'MITCHELL, GO WEST ON 60 FOR 3.8 MILES, THEN TURN LEFT ON A GRAVEL ROAD
 JA1899'AND GO SOUTH FOR 0.25 MILES, THEN TURN LEFT AT A LEFT TURN IN THE ROAD
 JA1899'AND GO ABOUT 50 FEET TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 JA1899'1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 JA1899'FOR 0.3 MILE TO A BOARD GATE ON THE LEFT WHICH IS JUST NORTH OF MR
 JA1899'HILLS BARN, GO THROUGH THE GATE AND FOLLOW A FIELD ROAD NORTHEAST FOR
 JA1899'0.1 TO TOP OF HILL AND STATION.
 JA1899'
 JA1899'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1899
 JA1899                          STATION RECOVERY (1996)
 JA1899
 JA1899'RECOVERY NOTE BY IN DEPT OF NAT RES 1996 (BW)
 JA1899'STATION MARK, RM 1, RM 2, AND AZIMUTH MARK ALL RECOVERED.  STATION
 JA1899'MARK IS SUITABLE FOR GPS.  THE NGS DATA SHEET GIVES THE ELEVATION OF
 JA1899'THIS MARK AS 407 FT (124.1 M) .  THIS IS WRONG.  THE SPOT ELEVATION ON
 JA1899'THE USGS QUAD IS 897 FT (273.4 M) .  ELEVATION BY DNR 3RD ORDER LEVELS
 JA1899'IS 895.15 FT (272.84 M) NGVB 1929.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3280 ***********************************************************************
 JZ3280  DESIGNATION -  LIBERTY COURTHOUSE FINIAL
 JZ3280  PID         -  JZ3280
 JZ3280  STATE/COUNTY-  IN/UNION
 JZ3280  COUNTRY     -  US
 JZ3280  USGS QUAD   -  LIBERTY (2019)
 JZ3280
 JZ3280                         *CURRENT SURVEY CONTROL
 JZ3280  ______________________________________________________________________
 JZ3280* NAD 83(1997) POSITION- 39 38 06.54524(N) 084 55 49.11018(W)   ADJUSTED
 JZ3280  ______________________________________________________________________
 JZ3280  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 JZ3280  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 JZ3280  HORZ ORDER      -  THIRD
 JZ3280
 JZ3280.The horizontal coordinates were established by classical geodetic methods
 JZ3280.and adjusted by the National Geodetic Survey in May 1999.
 JZ3280
 JZ3280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3280.GEOID18 height accuracy estimate available here.
 JZ3280
 JZ3280.Click photographs - Photos may exist for this station.
 JZ3280
 JZ3280.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3280
 JZ3280. The following values were computed from the NAD 83(1997) position.
 JZ3280
 JZ3280;                    North         East     Units Scale Factor Converg.
 JZ3280;SPC IN E     -   487,268.561   163,212.073   MT  1.00001584   +0 28 11.0
 JZ3280;SPC IN E     - 1,598,646.94    535,471.61   sFT  1.00001584   +0 28 11.0
 JZ3280;SPC OH S     -   184,332.035   391,402.862   MT  0.99994546   -1 32 31.5
 JZ3280;SPC OH S     -   604,762.68  1,284,127.56   sFT  0.99994546   -1 32 31.5
 JZ3280;UTM  16      - 4,389,310.698   677,612.187   MT  0.99998840   +1 19 14.1
 JZ3280
 JZ3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7761289310(NAD 83)
 JZ3280
 JZ3280                          SUPERSEDED SURVEY CONTROL
 JZ3280
 JZ3280  NAD 83(1995)-  39 38 06.54554(N)    084 55 49.11061(W) AD(       ) 3
 JZ3280  NAD 83(1986)-  39 38 06.55214(N)    084 55 49.12224(W) AD(       ) 3
 JZ3280  NAD 27      -  39 38 06.37000(N)    084 55 49.27000(W) AD(       ) 3
 JZ3280
 JZ3280.Superseded values are not recommended for survey control.
 JZ3280
 JZ3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3280.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3280
 JZ3280_MARKER: 82 = FINIAL
 JZ3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3280+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 JZ3280
 JZ3280  HISTORY     - Date     Condition        Report By
 JZ3280  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3280  HISTORY     - 1940     GOOD             SCS
 JZ3280  HISTORY     - 20050628 GOOD             NGS
 JZ3280  HISTORY     - 20180718 GOOD             MCA
 JZ3280
 JZ3280                          STATION DESCRIPTION
 JZ3280
 JZ3280'DESCRIBED BY SOIL CONSERVATION SERVICE 1940 (JA)
 JZ3280'RECOVERED.
 JZ3280'
 JZ3280'A LETTER FROM MR. JOSEPH ANDREWS, SOIL CONSERVATION SERVICE,
 JZ3280'DIVISION OF CARTOGRAPHY, WASHINGTON, D.C., DATED DEC. 5,
 JZ3280'1940.
 JZ3280
 JZ3280                          STATION RECOVERY (2005)
 JZ3280
 JZ3280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JZ3280'RECOVERED IN GOOD CONDITION.
 JZ3280
 JZ3280                          STATION RECOVERY (2018)
 JZ3280
 JZ3280'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ3280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3279 ***********************************************************************
 JZ3279  DESIGNATION -  LIBERTY MUNICIPAL TANK
 JZ3279  PID         -  JZ3279
 JZ3279  STATE/COUNTY-  IN/UNION
 JZ3279  COUNTRY     -  US
 JZ3279  USGS QUAD   -  LIBERTY (2019)
 JZ3279
 JZ3279                         *CURRENT SURVEY CONTROL
 JZ3279  ______________________________________________________________________
 JZ3279* NAD 83(1997) POSITION- 39 38 22.61718(N) 084 55 31.86455(W)   ADJUSTED
 JZ3279  ______________________________________________________________________
 JZ3279  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 JZ3279  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 JZ3279  HORZ ORDER      -  THIRD
 JZ3279
 JZ3279.The horizontal coordinates were established by classical geodetic methods
 JZ3279.and adjusted by the National Geodetic Survey in May 1999.
 JZ3279
 JZ3279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3279.GEOID18 height accuracy estimate available here.
 JZ3279
 JZ3279.Click photographs - Photos may exist for this station.
 JZ3279
 JZ3279.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3279
 JZ3279. The following values were computed from the NAD 83(1997) position.
 JZ3279
 JZ3279;                    North         East     Units Scale Factor Converg.
 JZ3279;SPC IN E     -   487,767.609   163,619.220   MT  1.00001648   +0 28 22.2
 JZ3279;SPC IN E     - 1,600,284.23    536,807.39   sFT  1.00001648   +0 28 22.2
 JZ3279;SPC OH S     -   184,816.449   391,827.247   MT  0.99994580   -1 32 20.5
 JZ3279;SPC OH S     -   606,351.97  1,285,519.89   sFT  0.99994580   -1 32 20.5
 JZ3279;UTM  16      - 4,389,815.725   678,011.866   MT  0.99999015   +1 19 25.6
 JZ3279
 JZ3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7801189815(NAD 83)
 JZ3279
 JZ3279                          SUPERSEDED SURVEY CONTROL
 JZ3279
 JZ3279  NAD 83(1995)-  39 38 22.61750(N)    084 55 31.86498(W) AD(       ) 3
 JZ3279  NAD 83(1986)-  39 38 22.62415(N)    084 55 31.87659(W) AD(       ) 3
 JZ3279  NAD 27      -  39 38 22.45000(N)    084 55 32.02000(W) AD(       ) 3
 JZ3279
 JZ3279.Superseded values are not recommended for survey control.
 JZ3279
 JZ3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3279.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3279
 JZ3279_MARKER: 51 = TANK
 JZ3279
 JZ3279  HISTORY     - Date     Condition        Report By
 JZ3279  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3279  HISTORY     - 1940     GOOD             SCS
 JZ3279
 JZ3279                          STATION DESCRIPTION
 JZ3279
 JZ3279'DESCRIBED BY SOIL CONSERVATION SERVICE 1940 (JA)
 JZ3279'RECEIVED A LETTER FROM MR. JOSEPH ANDREWS, S.C.S., WASHINGTION, D.C.,
 JZ3279'DATED DEC. 5, 1940.
 JZ3279'
 JZ3279'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2475 ***********************************************************************
 ME2475  DESIGNATION -  LIBERTY TWP MICROWAV KSA 45 LT
 ME2475  PID         -  ME2475
 ME2475  STATE/COUNTY-  IN/PORTER
 ME2475  COUNTRY     -  US
 ME2475  USGS QUAD   -  CHESTERTON (2019)
 ME2475
 ME2475                         *CURRENT SURVEY CONTROL
 ME2475  ______________________________________________________________________
 ME2475* NAD 83(1997) POSITION- 41 31 49.40746(N) 087 02 03.65228(W)   ADJUSTED
 ME2475  ______________________________________________________________________
 ME2475  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 ME2475  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 ME2475  HORZ ORDER      -  THIRD
 ME2475
 ME2475.The horizontal coordinates were established by classical geodetic methods
 ME2475.and adjusted by the National Geodetic Survey in May 1999.
 ME2475
 ME2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2475.GEOID18 height accuracy estimate available here.
 ME2475
 ME2475.Click photographs - Photos may exist for this station.
 ME2475
 ME2475.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2475
 ME2475. The following values were computed from the NAD 83(1997) position.
 ME2475
 ME2475;                    North         East     Units Scale Factor Converg.
 ME2475;SPC IN W     -   697,462.102   904,088.051   MT  0.99996687   +0 01 56.9
 ME2475;SPC IN W     - 2,288,256.91  2,966,162.21   sFT  0.99996687   +0 01 56.9
 ME2475;UTM  16      - 4,597,638.780   497,134.573   MT  0.99960010   -0 01 22.0
 ME2475
 ME2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9713497638(NAD 83)
 ME2475
 ME2475                          SUPERSEDED SURVEY CONTROL
 ME2475
 ME2475  NAD 83(1994)-  41 31 49.41266(N)    087 02 03.65510(W) AD(       ) 3
 ME2475  NAD 83(1986)-  41 31 49.41260(N)    087 02 03.65518(W) AD(       ) 3
 ME2475  NAD 27      -  41 31 49.27300(N)    087 02 03.54200(W) AD(       ) 3
 ME2475
 ME2475.Superseded values are not recommended for survey control.
 ME2475
 ME2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2475.See file dsdata.pdf to determine how the superseded data were derived.
 ME2475
 ME2475_MARKER: 45 = MICROWAVE TOWER
 ME2475
 ME2475  HISTORY     - Date     Condition        Report By
 ME2475  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2475  HISTORY     - 1958     GOOD             CGS
 ME2475  HISTORY     - 1963     GOOD             USGS
 ME2475
 ME2475                          STATION DESCRIPTION
 ME2475
 ME2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2475'STATION IS LOCATED ABOUT 5 MILES NORTH OF VALPARAISO, 5 MILES
 ME2475'SOUTH OF
 ME2475'CHESTERTON AND 100 FEET EAST OF STATE HIGHWAY 49.  IT IS A 30 FOOT
 ME2475'SQUARE CONCRETE BUILDING ABOUT 180 FEET
 ME2475'HIGH, OWNED BY THE AMERICAN TELEGRAPH AND TELEPHONE CORPORATION
 ME2475'AND USED FOR TELEVISION RELAY PURPOSES.
 ME2475'THERE ARE FOUR LARGE CONICAL SHAPED RELAYS LOCATED
 ME2475'ATOP THE BUILDING.  THE POINT OBSERVED ON WAS A FLASHING
 ME2475'RED LIGHT LOCATED ATOP A STAFF AT
 ME2475'THE CENTER OF THE TOP OF THE BUILDING.
 ME2475'
 ME2475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2475'HIGHWAY 49, 4 MILES SOUTH OF
 ME2475'CHESTERTON, GO SOUTH ON HIGHWAY 49 FOR 1.1 MILES TO THE STATION ON
 ME2475'THE LEFT AS DESCRIBED.
 ME2475
 ME2475                          STATION RECOVERY (1958)
 ME2475
 ME2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 ME2475'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ME2475'CONDITION.  IT WAS
 ME2475'USED AS AN INITIAL IN RE-ESTABLISHING THE AZIMUTH MARK FOR STATION
 ME2475'SUMAN 1948.
 ME2475
 ME2475                          STATION RECOVERY (1963)
 ME2475
 ME2475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME2475'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1719 ***********************************************************************
 JA1719  DESIGNATION -  LICKING
 JA1719  PID         -  JA1719
 JA1719  STATE/COUNTY-  IN/WASHINGTON
 JA1719  COUNTRY     -  US
 JA1719  USGS QUAD   -  PALMYRA (2019)
 JA1719
 JA1719                         *CURRENT SURVEY CONTROL
 JA1719  ______________________________________________________________________
 JA1719* NAD 83(1997) POSITION- 38 26 42.61473(N) 086 05 30.04403(W)   ADJUSTED
 JA1719* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 JA1719  ______________________________________________________________________
 JA1719  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 JA1719  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 JA1719  HORZ ORDER      -  SECOND
 JA1719
 JA1719.The horizontal coordinates were established by classical geodetic methods
 JA1719.and adjusted by the National Geodetic Survey in May 1999.
 JA1719
 JA1719.The orthometric height was scaled from a topographic map.
 JA1719
 JA1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1719.GEOID18 height accuracy estimate available here.
 JA1719
 JA1719.Click photographs - Photos may exist for this station.
 JA1719
 JA1719.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1719
 JA1719. The following values were computed from the NAD 83(1997) position.
 JA1719
 JA1719;                    North         East     Units Scale Factor Converg.
 JA1719;SPC IN E     -   354,992.204    62,898.078   MT  0.99998361   -0 15 51.3
 JA1719;SPC IN E     - 1,164,670.26    206,358.11   sFT  0.99998361   -0 15 51.3
 JA1719;UTM  16      - 4,255,600.189   579,264.435   MT  0.99967737   +0 33 53.3
 JA1719
 JA1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1719!SPC IN E     -   0.99996793  x   0.99998361  =   0.99995154
 JA1719!UTM  16      -   0.99996793  x   0.99967737  =   0.99964531
 JA1719
 JA1719:                Primary Azimuth Mark                     Grid Az
 JA1719:SPC IN E     -  LICKING AZ MK                            026 53 40.9
 JA1719:UTM  16      -  LICKING AZ MK                            026 03 56.3
 JA1719
 JA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7926455600(NAD 83)
 JA1719
 JA1719|---------------------------------------------------------------------|
 JA1719| PID    Reference Object                     Distance      Geod. Az  |
 JA1719|                                                           dddmmss.s |
 JA1719| CG8799 LICKING AZ MK                                      0263749.6 |
 JA1719| CG8800 LICKING RM 1                         29.931 METERS 03218     |
 JA1719| CG8801 LICKING RM 2                         29.565 METERS 28854     |
 JA1719|---------------------------------------------------------------------|
 JA1719
 JA1719                          SUPERSEDED SURVEY CONTROL
 JA1719
 JA1719  NAD 83(1993)-  38 26 42.61692(N)    086 05 30.04550(W) AD(       ) 2
 JA1719  NAD 83(1986)-  38 26 42.61904(N)    086 05 30.04948(W) AD(       ) 2
 JA1719  NAD 27      -  38 26 42.39400(N)    086 05 30.14000(W) AD(       ) 2
 JA1719
 JA1719.Superseded values are not recommended for survey control.
 JA1719
 JA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1719.See file dsdata.pdf to determine how the superseded data were derived.
 JA1719
 JA1719_MARKER: DS = TRIANGULATION STATION DISK
 JA1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1719_STAMPING: LICKING 1946
 JA1719_MARK LOGO: CGS
 JA1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1719+STABILITY: SURFACE MOTION
 JA1719
 JA1719  HISTORY     - Date     Condition        Report By
 JA1719  HISTORY     - 1946     MONUMENTED       CGS
 JA1719
 JA1719                          STATION DESCRIPTION
 JA1719
 JA1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1719'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST FROM PALMYRA AND
 JA1719'1 MILE NORTH FROM LICKING CREEK.  IT IS IN THE SOUTHEAST CORNER OF A
 JA1719'SMALL CHURCH YARD BESIDE STATE HIGHWAY 135, THE MARK IS 52 FEET
 JA1719'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTHWEST
 JA1719'OF A WIRE FENCE CORNER AND 13 FEET NORTH OF A WITNESS POST AND A
 JA1719'WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1719'LICKING 1946.
 JA1719'
 JA1719'REFERENCE MARK NO. 1 IS 98.20 FEET NORTH-NORTHEAST OF THE STATION.
 JA1719'THE MARK IS SET IN THE TOP OF THE SOUTH END CORNER OF A CONCRETE
 JA1719'CULVERT AND IS 18 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 JA1719'HIGHWAY.  THE MARK IS FLUSH WITH THE CONCRETE, THE DISK IS STAMPED
 JA1719'LICKING NO 1 1946.
 JA1719'
 JA1719'REFERENCE MARK NO. 2 IS 97.00 FEET WEST-NORTHWEST OF THE STATION, 47
 JA1719'FEET SOUTHWEST OF THE SOUTHWEST CHURCH CORNER AND 60 FEET SOUTH OF
 JA1719'THE NORTHWEST CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JA1719'IS STAMPED LICKING NO 2 1946.
 JA1719'
 JA1719'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION, 28 FEET
 JA1719'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF
 JA1719'POWERLINE POLE NO. 824-2362, AND 2.5 FEET NORTHEAST OF A WITNESS
 JA1719'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1719'LICKING 1946.
 JA1719'
 JA1719'TO REACH FROM PALMYRA, GO NORTH ON STATE HIGHWAY 135 FOR 2.9 MILES
 JA1719'TO THE CHURCH AND THE STATION SITE ON LEFT.
 JA1719'
 JA1719'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1191 ***********************************************************************
 MD1191  DESIGNATION -  LIGONIER
 MD1191  PID         -  MD1191
 MD1191  STATE/COUNTY-  IN/NOBLE
 MD1191  COUNTRY     -  US
 MD1191  USGS QUAD   -  LIGONIER (2019)
 MD1191
 MD1191                         *CURRENT SURVEY CONTROL
 MD1191  ______________________________________________________________________
 MD1191* NAD 83(1997) POSITION- 41 27 14.02233(N) 085 35 16.08144(W)   ADJUSTED
 MD1191* NAVD 88 ORTHO HEIGHT -   282.02  (meters)      925.3   (feet) RESET
 MD1191  ______________________________________________________________________
 MD1191  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 MD1191  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 MD1191  HORZ ORDER      -  SECOND
 MD1191  VERT ORDER      -  THIRD
 MD1191
 MD1191.The horizontal coordinates were established by classical geodetic methods
 MD1191.and adjusted by the National Geodetic Survey in May 1999.
 MD1191
 MD1191.The orthometric height was computed from unverified reset data.
 MD1191
 MD1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1191.GEOID18 height accuracy estimate available here.
 MD1191
 MD1191.Click photographs - Photos may exist for this station.
 MD1191
 MD1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1191
 MD1191. The following values were computed from the NAD 83(1997) position.
 MD1191
 MD1191;                    North         East     Units Scale Factor Converg.
 MD1191;SPC IN E     -   688,968.335   106,589.480   MT  0.99996720   +0 03 08.0
 MD1191;SPC IN E     - 2,260,390.28    349,702.32   sFT  0.99996720   +0 03 08.0
 MD1191;UTM  16      - 4,590,108.129   617,951.147   MT  0.99977121   +0 56 06.0
 MD1191
 MD1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1191!SPC IN E     -   0.99996100  x   0.99996720  =   0.99992820
 MD1191!UTM  16      -   0.99996100  x   0.99977121  =   0.99973222
 MD1191
 MD1191:                Primary Azimuth Mark                     Grid Az
 MD1191:SPC IN E     -  TOPEKA                                   355 28 45.0
 MD1191:UTM  16      -  TOPEKA                                   354 35 47.0
 MD1191
 MD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1795190108(NAD 83)
 MD1191
 MD1191|---------------------------------------------------------------------|
 MD1191| PID    Reference Object                     Distance      Geod. Az  |
 MD1191|                                                           dddmmss.s |
 MD1191| CC8798 LIGONIER AZ MK                                     0241805.8 |
 MD1191| MD1190 E 159                                72.253 METERS 11349     |
 MD1191| MD1629 IND ST POLICE 2 RAD MAST             51.008 METERS 15020     |
 MD1191| MD1193 LIGONIER RM 2                        48.481 METERS 15539     |
 MD1191| MD1192 LIGONIER RM 1                        42.648 METERS 20447     |
 MD1191| MD1698 TOPEKA                              APPROX.10.7 KM 3553153.0 |
 MD1191|---------------------------------------------------------------------|
 MD1191
 MD1191                          SUPERSEDED SURVEY CONTROL
 MD1191
 MD1191  NAD 83(1995)-  41 27 14.02447(N)    085 35 16.08895(W) AD(       ) 2
 MD1191  NAD 83(1986)-  41 27 14.02387(N)    085 35 16.09174(W) AD(       ) 2
 MD1191  NAD 27      -  41 27 13.84600(N)    085 35 16.15100(W) AD(       ) 2
 MD1191  NGVD 29 (08/22/16)  282.15   (m)          925.7    (f) RESET       3  
 MD1191  NGVD 29             282.15   (m)          925.7    (f) LEVELING    3  
 MD1191
 MD1191.Superseded values are not recommended for survey control.
 MD1191
 MD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1191.See file dsdata.pdf to determine how the superseded data were derived.
 MD1191
 MD1191_MARKER: DS = TRIANGULATION STATION DISK
 MD1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1191_STAMPING: LIGONIER 1947
 MD1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1191+STABILITY: SURFACE MOTION
 MD1191
 MD1191  HISTORY     - Date     Condition        Report By
 MD1191  HISTORY     - 1947     MONUMENTED       CGS
 MD1191  HISTORY     - 1960     GOOD             CGS
 MD1191  HISTORY     - 1973     SEE DESCRIPTION  BRADY
 MD1191  HISTORY     - 1974     GOOD             NGS
 MD1191  HISTORY     - 1974     GOOD             NGS
 MD1191
 MD1191                          STATION DESCRIPTION
 MD1191
 MD1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1191'STATION IS LOCATED 1 MILE SOUTH OF LIGONIER.  IT IS 237 FEET
 MD1191'NORTHWEST OF THE NORTHWEST
 MD1191'CORNER OF THE INDIANA STATE POLICE STATION POST NO. 2 AND 167 FEET
 MD1191'NORTHWEST OF THE RADIO MAST.  THE
 MD1191'MARK IS FLUSH AND THE DISK IS STAMPED LIGONIER 1947.
 MD1191'
 MD1191'REFERENCE MARK NO. 1 IS 140.00 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1191'140 FEET WEST OF THE RADIO MAST.
 MD1191'THE MARK IS FLUSH AND THE DISK IS STAMPED LIGONIER NO 1 1947.
 MD1191'
 MD1191'REFERENCE MARK NO. 2 IS 159.12 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1191'15 FEET WEST OF THE RADIO
 MD1191'MAST.  THE MARK IS A CONCRETE BLOCK 2 FEET X 2 FEET PROJECTING ABOUT
 MD1191'2 FEET AND THE DISK IS A
 MD1191'STANDARD USC AND GS REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN
 MD1191'THE CENTER OF THE TOP OF THE CONCRETE AND
 MD1191'IS STAMPED LIGONIER NO 2 1947.
 MD1191'
 MD1191'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 39 FEET
 MD1191'EAST OF THE CENTER OF U.S.
 MD1191'HIGHWAY 33, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 MD1191'FENCELINE.  THE MARK IS FLUSH AND THE
 MD1191'DISK IS STAMPED LIGONIER 1947.
 MD1191'
 MD1191'E-159 (USC AND GS) B.M. IS 237.05 FEET SOUTHEAST OF THE STATION.  IT
 MD1191'IS SET IN A DRILL HOLE IN THE WALL
 MD1191'OF THE POLICE STATION BUILDING 3 FEET ABOVE THE GROUND LEVEL AND 1
 MD1191'FOOT SOUTH OF THE NORTHWEST CORNER OF
 MD1191'BUILDING.  THE DISK IS A STANDARD USC AND GS B.M. DISK
 MD1191'STAMPED E 159 1946.
 MD1191'
 MD1191'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 0.1 MILE TO U.S.
 MD1191'HIGHWAY 33, TURN LEFT (NORTH) AND
 MD1191'GO 0.2 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1191'
 MD1191'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1191
 MD1191                          STATION RECOVERY (1960)
 MD1191
 MD1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1191'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1191'AS HEREINAFTER CORRECTED ALONG
 MD1191'WITH PERTINENT ADDENDA.  AZIMUTH MARK IS NOW OBSTRUCTED BY A
 MD1191'BUILDING.
 MD1191'
 MD1191'REFERENCE MARK NO. 1 IS 139.97 FEET (42.663 METERS) SSW OF STATION,
 MD1191'142.7 FEET W OF POLICE STATION
 MD1191'RADIO MAST, 62 FEET N OF PROJECTED PLANE OF S WALL OF POLICE STATION
 MD1191'BUILDING, AND 125.7 FEET W OF REFERENCE
 MD1191'MARK NO. 2.
 MD1191'
 MD1191'REFERENCE MARK NO. 2 IS 17 FEET W OF THE RADIO MAST, AND PROJECTS A
 MD1191'FOOT ABOVE GROUND.
 MD1191'
 MD1191'AZIMUTH MARK IS NOW OBSTRUCTED BY A LARGE METAL BUILDING, FENCE AND
 MD1191'WITNESS POST ARE GONE, AND IT IS
 MD1191'222 FEET N OF CENTER LINE OF LANE THAT IS ON N SIDE OF CEMETERY,
 MD1191'38-1/2 FEET E OF CENTER LINE OF
 MD1191'20-FOOT PAVEMENT OF NO. 33 U.S. HIGHWAY, 2-1/2 FEET HIGHER THAN
 MD1191'SAME, AND PROJECTS 0.3 FOOT ABOVE GROUND,
 MD1191'DESCRIBED BY NOTE 16A.
 MD1191
 MD1191                          STATION RECOVERY (1973)
 MD1191
 MD1191'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 MD1191'JUST DRIVING BY, I NOTICED THAT THE AZIMUTH MARK IS IN DANGER OF
 MD1191'BEING DESTROYED BY
 MD1191'EARTHMOVING EQUIPMENT.  IT IS GUARDED WITH LATHE
 MD1191'BUT SHOULD BE MOVED IMMEDIATELY DUE
 MD1191'TO BEING IN AN APPARENT
 MD1191'CUT STATION.  DID NOT SEARCH FOR TRIG. STA. OR R.MS -
 MD1191'I BELIEVE THERE IS
 MD1191'A METAL BUILDING BLOCKING THE LINE OF SIGHT FROM THE STATION
 MD1191'TO THE AZIMUTH MARK.
 MD1191'
 MD1191'DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LIGONIER
 MD1191
 MD1191                          STATION RECOVERY (1974)
 MD1191
 MD1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MD1191'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK E 159 WERE
 MD1191'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED BY
 MD1191'GRADING AND THE DISK WAS SALVAGED.  THE LINE OF SIGHT TO THE AZIMUTH
 MD1191'MARK WAS OBSTRUCTED BY A METAL BUILDING AND WOULD NOT HAVE BEEN ANY
 MD1191'USE TO THE STATION.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED
 MD1191'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY .08 OF A
 MD1191'FOOT AND TO REFERENCE MARK 2 BY .06 OF A FOOT.  THE LINE OF SIGHT TO
 MD1191'THE BENCH MARK WAS OBSTRUCTED BY PARKED VEHICLES.  A NEW DESCRIPTION
 MD1191'FOLLOWS--
 MD1191'
 MD1191'THE STATION IS 237 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MD1191'INDIANA STATE POLICE POST NO. 2, 43 FEET SOUTHEAST OF A T-FENCE CORNER
 MD1191'43 FEET SOUTHEAST OF THE CENTER OF A METAL SEWER COVER, 58 FEET NORTH
 MD1191'EAST OF A 6 INCH PINE TREE AND 167 FEET NORTHWEST OF RADIO MAST.  THE
 MD1191'MONUMENT IS FLUSH AND THE DISK IS STAMPED LIGONIER 1947.(1A7A)
 MD1191'
 MD1191'REFERENCE MARK 1 IS 38 FEET SOUTH OF A TWIN TRUNK WILD CHERRY TREE,
 MD1191'26 FEET NORTHWEST OF A 10 INCH PINE TREE AND 140 FEET WEST OF THE
 MD1191'RADIO MAST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LIGONIER
 MD1191'NO 1 1947.
 MD1191'
 MD1191'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIGONIER NO 2 1947 SET IN
 MD1191'A DRILL HOLE IN THE TOP OF A SQUARE CONCRETE 2X2 FOOT BASE OF AN OLD
 MD1191'ABANDONDED RADIO TOWER, 31 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 MD1191'RADIO TRANSMITTING BUILDING, 15 FEET WEST OF EXISTING RADIO MAST AND
 MD1191'28 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 MD1191'
 MD1191'E 159 (USC AND GS) B.M. IS A STANDARD BENCH MARK DISK SET VERTICALLY
 MD1191'IN A DRILL HOLE IN THE TOP OF THE BRICK POLICE POST, 3 FEET ABOVE
 MD1191'GROUND LEVEL AND 1 FOOT SOUTH OF THE NORTHWEST CORNER.   THE DISK IS
 MD1191'STAMPED E 159 1946.
 MD1191'
 MD1191'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD1191'
 MD1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE S OF LIGONIER.
 MD1191
 MD1191                          STATION RECOVERY (1974)
 MD1191
 MD1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MD1191'1 MI S FROM LIGONIER.
 MD1191'237 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE INDIANA STATE
 MD1191'POLICE POST 2, 43 FEET SOUTHEAST OF A T-FENCE CORNER, 43 FEET
 MD1191'SOUTHEAST OF THE CENTER OF A METAL SEWER COVER, 58 FEET NORTHEAST
 MD1191'OF A 6 INCH PINE TREE, 167 FEET NORTHWEST OF A RADIO MAST AND SET
 MD1191'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1073 ***********************************************************************
 MD1073  DESIGNATION -  LIGONIER
 MD1073  PID         -  MD1073
 MD1073  STATE/COUNTY-  IN/NOBLE
 MD1073  COUNTRY     -  US
 MD1073  USGS QUAD   -  LIGONIER (2019)
 MD1073
 MD1073                         *CURRENT SURVEY CONTROL
 MD1073  ______________________________________________________________________
 MD1073* NAD 83(1986) POSITION- 41 27 52.     (N) 085 35 19.     (W)   SCALED
 MD1073* NAVD 88 ORTHO HEIGHT -   269.933 (meters)      885.61  (feet) ADJUSTED
 MD1073  ______________________________________________________________________
 MD1073  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 MD1073  DYNAMIC HEIGHT  -        269.822 (meters)      885.24  (feet) COMP
 MD1073  MODELED GRAVITY -    980,204.9   (mgal)                       NAVD 88
 MD1073
 MD1073  VERT ORDER      -  SECOND    CLASS 0
 MD1073
 MD1073.The horizontal coordinates were scaled from a map and have
 MD1073.an estimated accuracy of +/- 6 seconds.
 MD1073
 MD1073.The orthometric height was determined by differential leveling and
 MD1073.adjusted by the NATIONAL GEODETIC SURVEY
 MD1073.in June 1991.
 MD1073
 MD1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1073.GEOID18 height accuracy estimate available here.
 MD1073
 MD1073.Click photographs - Photos may exist for this station.
 MD1073
 MD1073.The dynamic height is computed by dividing the NAVD 88
 MD1073.geopotential number by the normal gravity value computed on the
 MD1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1073.degrees latitude (g = 980.6199 gals.).
 MD1073
 MD1073.The modeled gravity was interpolated from observed gravity values.
 MD1073
 MD1073;                    North         East    Units  Estimated Accuracy
 MD1073;SPC IN E     -   690,140.      106,520.      MT  (+/- 180 meters Scaled)
 MD1073
 MD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178912(NAD 83)
 MD1073
 MD1073                          SUPERSEDED SURVEY CONTROL
 MD1073
 MD1073  NGVD 29 (??/??/92)  270.060  (m)          886.02   (f) ADJ UNCH    2 0
 MD1073
 MD1073.Superseded values are not recommended for survey control.
 MD1073
 MD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1073.See file dsdata.pdf to determine how the superseded data were derived.
 MD1073
 MD1073_MARKER: DB = BENCH MARK DISK
 MD1073_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1073_SP_SET: STEP
 MD1073_STAMPING: LIGONIER 1934
 MD1073_MARK LOGO: CGS
 MD1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1073
 MD1073  HISTORY     - Date     Condition        Report By
 MD1073  HISTORY     - 1934     MONUMENTED       CGS
 MD1073  HISTORY     - 1946     GOOD             CGS
 MD1073  HISTORY     - 1961     GOOD             CGS
 MD1073  HISTORY     - 20180718 MARK NOT FOUND   INDOT
 MD1073
 MD1073                          STATION DESCRIPTION
 MD1073
 MD1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1073'AT LIGONIER.
 MD1073'AT LIGONIER, AT THE NORTH ENTRANCE TO THE LIGONIER CITY BUILDING,
 MD1073'SET IN THE TOP OF THE EAST END OF THE STEP TO THE NORTH ENTRANCE,
 MD1073'33.5 FEET SOUTH OF THE SOUTH CURB OF 3RD STREET, 26.5 FEET
 MD1073'SOUTHWEST OF A FLAG POLE, 3 FEET EAST OF THE CENTER LINE OF THE
 MD1073'NORTH ENTRANCE, ABOUT 0.5 FOOT ABOVE THE CONCRETE WALK, AND SET
 MD1073'IN A DRILL HOLE.
 MD1073
 MD1073                          STATION RECOVERY (1961)
 MD1073
 MD1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1073'RECOVERED IN GOOD CONDITION.
 MD1073
 MD1073                          STATION RECOVERY (2018)
 MD1073
 MD1073'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1073'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1627 ***********************************************************************
 MD1627  DESIGNATION -  LIGONIER LYONS AND GRNLEAF STK
 MD1627  PID         -  MD1627
 MD1627  STATE/COUNTY-  IN/NOBLE
 MD1627  COUNTRY     -  US
 MD1627  USGS QUAD   -  LIGONIER (2019)
 MD1627
 MD1627                         *CURRENT SURVEY CONTROL
 MD1627  ______________________________________________________________________
 MD1627* NAD 83(1997) POSITION- 41 28 03.76368(N) 085 35 18.37912(W)   ADJUSTED
 MD1627  ______________________________________________________________________
 MD1627  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 MD1627  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 MD1627  HORZ ORDER      -  THIRD
 MD1627
 MD1627.The horizontal coordinates were established by classical geodetic methods
 MD1627.and adjusted by the National Geodetic Survey in May 1999.
 MD1627
 MD1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1627.GEOID18 height accuracy estimate available here.
 MD1627
 MD1627.Click photographs - Photos may exist for this station.
 MD1627
 MD1627.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1627
 MD1627. The following values were computed from the NAD 83(1997) position.
 MD1627
 MD1627;                    North         East     Units Scale Factor Converg.
 MD1627;SPC IN E     -   690,502.795   106,534.766   MT  0.99996719   +0 03 06.5
 MD1627;SPC IN E     - 2,265,424.59    349,522.81   sFT  0.99996719   +0 03 06.5
 MD1627;UTM  16      - 4,591,641.263   617,872.810   MT  0.99977099   +0 56 05.4
 MD1627
 MD1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1787291641(NAD 83)
 MD1627
 MD1627                          SUPERSEDED SURVEY CONTROL
 MD1627
 MD1627  NAD 83(1995)-  41 28 03.76547(N)    085 35 18.38667(W) AD(       ) 3
 MD1627  NAD 83(1986)-  41 28 03.76573(N)    085 35 18.38949(W) AD(       ) 3
 MD1627  NAD 27      -  41 28 03.58500(N)    085 35 18.44800(W) AD(       ) 3
 MD1627
 MD1627.Superseded values are not recommended for survey control.
 MD1627
 MD1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1627.See file dsdata.pdf to determine how the superseded data were derived.
 MD1627
 MD1627_MARKER: 63 = STACK
 MD1627
 MD1627  HISTORY     - Date     Condition        Report By
 MD1627  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1627  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1627
 MD1627                          STATION DESCRIPTION
 MD1627
 MD1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1627'THIS IS AN INTERSECTION STATION.
 MD1627'
 MD1627'STATION IS LOCATED IN THE NORTH END OF LIGONIER ON THE WEST SIDE OF
 MD1627'STATE HIGHWAY 5 AND
 MD1627'ONE BLOCK NORTH OF THE JUNCTION OF U.S. HIGHWAY 33 AND STATE HIGHWAY
 MD1627'5.  IT IS A LARGE BROWN TILE STACK
 MD1627'ABOUT 200 FEET HIGH WITH THE LEGEND LYONS AND GREENLEAF IN
 MD1627'LARGE BLACK LETTERS ON THE NORTH SIDE OF THE
 MD1627'STACK.  THE POINT OBSERVED ON WAS THE CENTER
 MD1627'OF THE TOP OF THE STACK.
 MD1627
 MD1627                          STATION RECOVERY (1960)
 MD1627
 MD1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1627'RECOVERED AS ORIGINALLY DESCRIBED EXCEPT THAT THE STACK HAS BEEN
 MD1627'SHORTENED UNTIL ONLY AN ESTIMATED
 MD1627'75 FEET OF IT REMAINS.  ONLY THE LETTERS EENLEAF READING DOWNWARD
 MD1627'REMAIN OF THE ORIGINALLY DESCRIBED
 MD1627'LEGEND.  THE BOTTOM OF THE REMAINING SECTION IS AN ESTIMATED 4
 MD1627'YARDS IN DIAMETER, ON THE COMPANY GROUNDS,
 MD1627'ABOUT 65 YARDS W OF N. CAVIN STREET (THE MAIN
 MD1627'N-S ONE OF CITY), AND ABOUT 60 YARDS SSW OF NEW YORK CENTRAL
 MD1627'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1192 ***********************************************************************
 MD1192  DESIGNATION -  LIGONIER RM 1
 MD1192  PID         -  MD1192
 MD1192  STATE/COUNTY-  IN/NOBLE
 MD1192  COUNTRY     -  US
 MD1192  USGS QUAD   -  LIGONIER (2019)
 MD1192
 MD1192                         *CURRENT SURVEY CONTROL
 MD1192  ______________________________________________________________________
 MD1192* NAD 83(1986) POSITION- 41 27 12.77   (N) 085 35 16.85   (W)   HD_HELD1
 MD1192* NAVD 88 ORTHO HEIGHT -   280.60  (meters)      920.6   (feet) RESET
 MD1192  ______________________________________________________________________
 MD1192  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 MD1192  VERT ORDER      -  THIRD
 MD1192
 MD1192.The horizontal coordinates were determined by differentially corrected
 MD1192.hand held GPS observations or other comparable positioning techniques
 MD1192.and have an estimated accuracy of +/- 3 meters.
 MD1192
 MD1192.The orthometric height was computed from unverified reset data.
 MD1192
 MD1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1192.GEOID18 height accuracy estimate available here.
 MD1192
 MD1192.Click photographs - Photos may exist for this station.
 MD1192
 MD1192;                    North         East    Units  Estimated Accuracy
 MD1192;SPC IN E     -   688,929.7     106,571.7     MT  (+/- 3 meters HH1 GPS) 
 MD1192
 MD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1793390069(NAD 83)
 MD1192
 MD1192                          SUPERSEDED SURVEY CONTROL
 MD1192
 MD1192  NGVD 29 (08/22/16)  280.72   (m)          921.0    (f) RESET       3  
 MD1192
 MD1192.Superseded values are not recommended for survey control.
 MD1192
 MD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1192.See file dsdata.pdf to determine how the superseded data were derived.
 MD1192
 MD1192_MARKER: DR = REFERENCE MARK DISK
 MD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1192_STAMPING: LIGONIER NO 1 1947
 MD1192_MARK LOGO: CGS
 MD1192_PROJECTION: FLUSH
 MD1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1192+STABILITY: SURFACE MOTION
 MD1192
 MD1192  HISTORY     - Date     Condition        Report By
 MD1192  HISTORY     - 1947     MONUMENTED       CGS
 MD1192  HISTORY     - 1974     GOOD             NGS
 MD1192
 MD1192                          STATION DESCRIPTION
 MD1192
 MD1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MD1192'1 MI S FROM LIGONIER.
 MD1192'AT THE REAR OF THE INDIANA STATE POLICE POST 2, 38 FEET SOUTH OF
 MD1192'A TWIN TRUNK WILD CHERRY TREE, 26 FEET NORTHWEST OF A 10 INCH
 MD1192'PINE TREE, 140 FEET WEST OF A RADIO MAST AND SET IN THE TOP OF
 MD1192'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1193 ***********************************************************************
 MD1193  DESIGNATION -  LIGONIER RM 2
 MD1193  PID         -  MD1193
 MD1193  STATE/COUNTY-  IN/NOBLE
 MD1193  COUNTRY     -  US
 MD1193  USGS QUAD   -  LIGONIER (2019)
 MD1193
 MD1193                         *CURRENT SURVEY CONTROL
 MD1193  ______________________________________________________________________
 MD1193* NAD 83(1986) POSITION- 41 27 12.59   (N) 085 35 15.22   (W)   HD_HELD1
 MD1193* NAVD 88 ORTHO HEIGHT -   282.43  (meters)      926.6   (feet) RESET
 MD1193  ______________________________________________________________________
 MD1193  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 MD1193  VERT ORDER      -  THIRD
 MD1193
 MD1193.The horizontal coordinates were determined by differentially corrected
 MD1193.hand held GPS observations or other comparable positioning techniques
 MD1193.and have an estimated accuracy of +/- 3 meters.
 MD1193
 MD1193.The orthometric height was computed from unverified reset data.
 MD1193
 MD1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1193.GEOID18 height accuracy estimate available here.
 MD1193
 MD1193.Click photographs - Photos may exist for this station.
 MD1193
 MD1193;                    North         East    Units  Estimated Accuracy
 MD1193;SPC IN E     -   688,924.2     106,609.5     MT  (+/- 3 meters HH1 GPS) 
 MD1193
 MD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1797190064(NAD 83)
 MD1193
 MD1193                          SUPERSEDED SURVEY CONTROL
 MD1193
 MD1193  NGVD 29 (08/22/16)  282.56   (m)          927.0    (f) RESET       3  
 MD1193
 MD1193.Superseded values are not recommended for survey control.
 MD1193
 MD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1193.See file dsdata.pdf to determine how the superseded data were derived.
 MD1193
 MD1193_MARKER: DR = REFERENCE MARK DISK
 MD1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1193_SP_SET: TOWER BASE
 MD1193_STAMPING: LIGONIER NO 2 1947
 MD1193_MARK LOGO: CGS
 MD1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1193
 MD1193  HISTORY     - Date     Condition        Report By
 MD1193  HISTORY     - 1947     MONUMENTED       CGS
 MD1193  HISTORY     - 1974     GOOD             NGS
 MD1193
 MD1193                          STATION DESCRIPTION
 MD1193
 MD1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MD1193'1 MI S FROM LIGONIER.
 MD1193'AT THE REAR OF THE INDIANA STATE POLICE POST 2, SET IN A DRILL
 MD1193'HOLE IN THE TOP OF A 2 X 2 FOOT SQUARE CONCRETE BASE OF AN OLD
 MD1193'RADIO TOWER, 31 FEET NORTHWEST OF THE SOUTHWEST CORNER OF RADIO
 MD1193'TRANSMITTING BUILDING, 15 FEET WEST OF EXISTING RADIO MAST AND 28
 MD1193'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1813 ***********************************************************************
 JA1813  DESIGNATION -  LILLY
 JA1813  PID         -  JA1813
 JA1813  STATE/COUNTY-  IN/PERRY
 JA1813  COUNTRY     -  US
 JA1813  USGS QUAD   -  GATCHEL (2019)
 JA1813
 JA1813                         *CURRENT SURVEY CONTROL
 JA1813  ______________________________________________________________________
 JA1813* NAD 83(1997) POSITION- 38 02 33.37486(N) 086 39 31.54044(W)   ADJUSTED
 JA1813* NAVD 88 ORTHO HEIGHT -   214.56  (+/-2cm)      703.9   (feet) VERTCON3
 JA1813  ______________________________________________________________________
 JA1813  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 JA1813  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 JA1813  HORZ ORDER      -  SECOND
 JA1813  VERT ORDER      -  THIRD ? (See Below)
 JA1813
 JA1813.The horizontal coordinates were established by classical geodetic methods
 JA1813.and adjusted by the National Geodetic Survey in May 1999.
 JA1813
 JA1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1813
 JA1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1813.GEOID18 height accuracy estimate available here.
 JA1813
 JA1813.The vertical order pertains to the NGVD 29 superseded value.
 JA1813
 JA1813.Click photographs - Photos may exist for this station.
 JA1813
 JA1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1813
 JA1813. The following values were computed from the NAD 83(1997) position.
 JA1813
 JA1813;                    North         East     Units Scale Factor Converg.
 JA1813;SPC IN W     -   310,307.888   937,268.469   MT  0.99998377   +0 15 41.9
 JA1813;SPC IN W     - 1,018,068.46  3,075,021.64   sFT  0.99998377   +0 15 41.9
 JA1813;UTM  16      - 4,210,597.002   529,942.554   MT  0.99961104   +0 12 37.0
 JA1813
 JA1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1813!SPC IN W     -   0.99997142  x   0.99998377  =   0.99995519
 JA1813!UTM  16      -   0.99997142  x   0.99961104  =   0.99958247
 JA1813
 JA1813:                Primary Azimuth Mark                     Grid Az
 JA1813:SPC IN W     -  LILLY AZ MK                              184 47 21.6
 JA1813:UTM  16      -  LILLY AZ MK                              184 50 26.5
 JA1813
 JA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2994210597(NAD 83)
 JA1813
 JA1813|---------------------------------------------------------------------|
 JA1813| PID    Reference Object                     Distance      Geod. Az  |
 JA1813|                                                           dddmmss.s |
 JA1813| CG8803 LILLY RM 1                           39.002 METERS 06056     |
 JA1813| CG8804 LILLY RM 2                           30.956 METERS 13736     |
 JA1813| CG8802 LILLY AZ MK                                        1850303.5 |
 JA1813|---------------------------------------------------------------------|
 JA1813
 JA1813                          SUPERSEDED SURVEY CONTROL
 JA1813
 JA1813  NAD 83(1993)-  38 02 33.37618(N)    086 39 31.54130(W) AD(       ) 2
 JA1813  NAD 83(1986)-  38 02 33.38191(N)    086 39 31.54453(W) AD(       ) 2
 JA1813  NAD 27      -  38 02 33.17200(N)    086 39 31.59500(W) AD(       ) 2
 JA1813  NGVD 29             214.60   (m)          704.1    (f) LEVELING    3  
 JA1813
 JA1813.Superseded values are not recommended for survey control.
 JA1813
 JA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1813.See file dsdata.pdf to determine how the superseded data were derived.
 JA1813
 JA1813_MARKER: DS = TRIANGULATION STATION DISK
 JA1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1813_STAMPING: LILLY 1946
 JA1813_MARK LOGO: CGS
 JA1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1813+STABILITY: SURFACE MOTION
 JA1813
 JA1813  HISTORY     - Date     Condition        Report By
 JA1813  HISTORY     - 1946     MONUMENTED       CGS
 JA1813
 JA1813                          STATION DESCRIPTION
 JA1813
 JA1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1813'THIS STATION IS ABOUT 9 MILES NORTHEAST OF TELL CITY, 52 FEET WEST OF
 JA1813'THE CENTERLINE OF STATE HIGHWAY 37, 45 FEET SOUTH OF A GRAVEL ROAD,
 JA1813'AND 2 FEET NORTH OF A WHITE POST.  THE MARK PROJECTS 4 INCHES AND THE
 JA1813'DISK IS STAMPED LILLY 1946.
 JA1813'
 JA1813'REFERENCE MARK NO 1 IS 127.96 FEET NORTHEAST OF THE STATION, 53 FEET
 JA1813'NORTH OF A TOOL SHED, AND 27 FEET EAST OF THE CENTERLINE OF THE
 JA1813'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LILLY NO
 JA1813'1 1946.
 JA1813'
 JA1813'REFERENCE MARK NO 2 IS 101.56 FEET SOUTHEAST OF THE STATION, 43 FEET
 JA1813'SOUTH OF THE TOOL SHED, AND 38 FEET EAST OF THE CENTERLINE OF THE
 JA1813'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LILLY NO
 JA1813'2 1946.
 JA1813'
 JA1813'THE AZIMUTH MARK IS SOUTH OF THE STATION, 34 FEET EAST OF THE
 JA1813'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A TELEPHONE POLE, AND 2
 JA1813'FEET NORTH OF A WHITE POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1813'IS STAMPED LILLY 1946.
 JA1813'
 JA1813'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 JA1813'HIGHWAY 37 IN THE NORTHWEST EDGE OF TELL CITY, GO NORTHEAST ON STATE
 JA1813'HIGHWAY 37 FOR 8.7 MILES TO THE STATION.
 JA1813'
 JA1813'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2233 ***********************************************************************
 ME2233  DESIGNATION -  LINCOLN
 ME2233  PID         -  ME2233
 ME2233  STATE/COUNTY-  IN/ST JOSEPH
 ME2233  COUNTRY     -  US
 ME2233  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2233
 ME2233                         *CURRENT SURVEY CONTROL
 ME2233  ______________________________________________________________________
 ME2233* NAD 83(1997) POSITION- 41 39 28.66225(N) 086 13 37.21020(W)   ADJUSTED
 ME2233* NAVD 88 ORTHO HEIGHT -   222.75  (+/-2cm)      730.8   (feet) VERTCON3
 ME2233  ______________________________________________________________________
 ME2233  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME2233  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2233  HORZ ORDER      -  SECOND
 ME2233  VERT ORDER      -  THIRD ? (See Below)
 ME2233
 ME2233.The horizontal coordinates were established by classical geodetic methods
 ME2233.and adjusted by the National Geodetic Survey in May 1999.
 ME2233
 ME2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2233
 ME2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2233.GEOID18 height accuracy estimate available here.
 ME2233
 ME2233.The vertical order pertains to the NGVD 29 superseded value.
 ME2233
 ME2233.Click photographs - Photos may exist for this station.
 ME2233
 ME2233.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2233
 ME2233. The following values were computed from the NAD 83(1997) position.
 ME2233
 ME2233;                    North         East     Units Scale Factor Converg.
 ME2233;SPC IN E     -   711,780.862    53,329.411   MT  0.99999346   -0 22 20.8
 ME2233;SPC IN E     - 2,335,234.38    174,964.91   sFT  0.99999346   -0 22 20.8
 ME2233;UTM  16      - 4,612,089.824   564,359.698   MT  0.99965097   +0 30 49.7
 ME2233
 ME2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2233!SPC IN E     -   0.99997036  x   0.99999346  =   0.99996382
 ME2233!UTM  16      -   0.99997036  x   0.99965097  =   0.99962134
 ME2233
 ME2233:                Primary Azimuth Mark                     Grid Az
 ME2233:SPC IN E     -  BUD                                      299 54 47.2
 ME2233:UTM  16      -  BUD                                      299 01 36.7
 ME2233
 ME2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6435912089(NAD 83)
 ME2233
 ME2233|---------------------------------------------------------------------|
 ME2233| PID    Reference Object                     Distance      Geod. Az  |
 ME2233|                                                           dddmmss.s |
 ME2233| CM3041 LINCOLN RM                           10.555 METERS 22635     |
 ME2233| ME2228 BUD                                 APPROX. 0.8 KM 2993226.4 |
 ME2233|---------------------------------------------------------------------|
 ME2233
 ME2233                          SUPERSEDED SURVEY CONTROL
 ME2233
 ME2233  NAD 83(1994)-  41 39 28.67042(N)    086 13 37.20885(W) AD(       ) 2
 ME2233  NAD 83(1986)-  41 39 28.67042(N)    086 13 37.21115(W) AD(       ) 2
 ME2233  NAD 27      -  41 39 28.48540(N)    086 13 37.19350(W) AD(       ) 2
 ME2233  USSD        -  41 39 28.54700(N)    086 13 37.04700(W) AD(       ) 3
 ME2233  NGVD 29             222.87   (m)          731.2    (f) LEVELING    3  
 ME2233
 ME2233.Superseded values are not recommended for survey control.
 ME2233
 ME2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2233.See file dsdata.pdf to determine how the superseded data were derived.
 ME2233
 ME2233_MARKER: DS = TRIANGULATION STATION DISK
 ME2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2233_STAMPING: LINCOLN 1920
 ME2233_MARK LOGO: CGS
 ME2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2233+STABILITY: SURFACE MOTION
 ME2233
 ME2233  HISTORY     - Date     Condition        Report By
 ME2233  HISTORY     - 1920     MONUMENTED       CGS
 ME2233  HISTORY     - 1957     SEE DESCRIPTION  USGS
 ME2233
 ME2233                          STATION DESCRIPTION
 ME2233
 ME2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2233'ABOUT 1-3/4 MILES E OF NEW YORK CENTRAL DEPOT AT SOUTH BEND, ON THE S
 ME2233'SIDE OF NEW YORK CENTRAL
 ME2233'TRACK, 15 YARDS SE OF THE WATCHMANS SHELTER,
 ME2233'25 YARDS E OF THE VERNON STREET
 ME2233'CROSSING, 380 YARDS W OF MILEPOST
 ME2233'B 425, AND 9.455 METERS (31.02 FEET) S OF THE S
 ME2233'AND NEAREST RAIL
 ME2233'OF THE EASTBOUND TRACK.  THE STATION AND UNDERGROUND MARKS ARE
 ME2233'BRONZE TABLETS
 ME2233'SET IN CONCRETE.
 ME2233'THE REFERENCE MARK IS A BRONZE
 ME2233'TABLET SET IN THE EDGE OF THE CONCRETE
 ME2233'SIDEWALK AND IS ON THE SAME SIDE OF THE TRACK,
 ME2233'10.555 METERS
 ME2233'(34.63 FEET) FROM THE STATION S 46 DEG 35 MIN W.
 ME2233
 ME2233                          STATION RECOVERY (1957)
 ME2233
 ME2233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 ME2233'STATION COULD BE BURIED AS DESCRIBED IN NOTES.  REFERENCE MARK OKAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2375 ***********************************************************************
 ME2375  DESIGNATION -  LINCOLN
 ME2375  PID         -  ME2375
 ME2375  STATE/COUNTY-  IN/PULASKI
 ME2375  COUNTRY     -  US
 ME2375  USGS QUAD   -  RIPLEY (2019)
 ME2375
 ME2375                         *CURRENT SURVEY CONTROL
 ME2375  ______________________________________________________________________
 ME2375* NAD 83(1997) POSITION- 41 03 18.84005(N) 086 41 36.19517(W)   ADJUSTED
 ME2375* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 ME2375  ______________________________________________________________________
 ME2375  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME2375  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 ME2375  HORZ ORDER      -  FIRST
 ME2375
 ME2375.The horizontal coordinates were established by classical geodetic methods
 ME2375.and adjusted by the National Geodetic Survey in May 1999.
 ME2375
 ME2375.The orthometric height was scaled from a topographic map.
 ME2375
 ME2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2375.GEOID18 height accuracy estimate available here.
 ME2375
 ME2375.Click photographs - Photos may exist for this station.
 ME2375
 ME2375.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2375
 ME2375. The following values were computed from the NAD 83(1997) position.
 ME2375
 ME2375;                    North         East     Units Scale Factor Converg.
 ME2375;SPC IN W     -   644,765.163   932,779.700   MT  0.99997989   +0 15 22.0
 ME2375;SPC IN W     - 2,115,367.04  3,060,294.73   sFT  0.99997989   +0 15 22.0
 ME2375;UTM  16      - 4,544,933.796   525,765.055   MT  0.99960817   +0 12 05.0
 ME2375
 ME2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2375!SPC IN W     -   0.99997126  x   0.99997989  =   0.99995116
 ME2375!UTM  16      -   0.99997126  x   0.99960817  =   0.99957945
 ME2375
 ME2375:                Primary Azimuth Mark                     Grid Az
 ME2375:SPC IN W     -  LINCOLN AZ MK                            272 02 41.8
 ME2375:UTM  16      -  LINCOLN AZ MK                            272 05 58.8
 ME2375
 ME2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2576544933(NAD 83)
 ME2375
 ME2375|---------------------------------------------------------------------|
 ME2375| PID    Reference Object                     Distance      Geod. Az  |
 ME2375|                                                           dddmmss.s |
 ME2375| ME2369 WINAMAC MUNICIPAL STANDPIPE         APPROX. 7.6 KM 0882722.4 |
 ME2375| ME2373 WINAMAC CO CTHSE CLOCKTOWER         APPROX. 7.6 KM 0933829.5 |
 ME2375| CM3048 LINCOLN RM 1                         27.651 METERS 17634     |
 ME2375| CM3049 LINCOLN RM 2                         27.691 METERS 25557     |
 ME2375| CM3047 LINCOLN AZ MK                                      2721803.8 |
 ME2375|---------------------------------------------------------------------|
 ME2375
 ME2375                          SUPERSEDED SURVEY CONTROL
 ME2375
 ME2375  NAD 83(1986)-  41 03 18.84572(N)    086 41 36.20419(W) AD(       ) 1
 ME2375  NAD 27      -  41 03 18.70290(N)    086 41 36.16360(W) AD(       ) 1
 ME2375
 ME2375.Superseded values are not recommended for survey control.
 ME2375
 ME2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2375.See file dsdata.pdf to determine how the superseded data were derived.
 ME2375
 ME2375_MARKER: DS = TRIANGULATION STATION DISK
 ME2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2375_STAMPING: LINCOLN 1947
 ME2375_MARK LOGO: CGS
 ME2375_PROJECTION: FLUSH
 ME2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2375+STABILITY: SURFACE MOTION
 ME2375
 ME2375  HISTORY     - Date     Condition        Report By
 ME2375  HISTORY     - 1947     MONUMENTED       CGS
 ME2375  HISTORY     - 1948     GOOD             CGS
 ME2375  HISTORY     - 1969     GOOD             CGS
 ME2375
 ME2375                          STATION DESCRIPTION
 ME2375
 ME2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2375'THE STATION IS LOCATED 11 MILES NORTHEAST OF FRANCESVILLE, 10 MILES
 ME2375'EAST-SOUTHEAST OF MEDARYVILLE AND 4 MILES WEST OF WINAMAC, ON PROPERTY
 ME2375'OWNED BY VALENTINE OCHS OF CROWN POINT.  IT IS 61 FEET EAST-NORTHEAST
 ME2375'OF THE NORTH CORNER OF THE HOUSE, 59 FEET SOUTH OF THE CENTER OF STATE
 ME2375'HIGHWAY 14, 33 FEET SOUTH OF A POWER LINE POLE AND 26.6 FEET SOUTH OF
 ME2375'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2375'LINCOLN 1947.
 ME2375'
 ME2375'REFERENCE MARK NO. 1 IS 90.72 FEET SOUTH OF THE STATION.  IT IS 36
 ME2375'FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE AND 30 FEET WEST OF A
 ME2375'20-INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN
 ME2375'NO 1 1947.
 ME2375'
 ME2375'REFERENCE MARK NO. 2 IS 90.85 FEET WEST OF THE STATION.  IT IS 81 FEET
 ME2375'SOUTH OF THE CENTER OF STATE HIGHWAY 14, 44 FEET NORTH OF THE NORTH
 ME2375'CORNER OF THE HOUSE AND 11 FEET WEST OF THE CENTER OF AN ENTRANCE
 ME2375'DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN NO 2 1947.
 ME2375'
 ME2375'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 150 FEET
 ME2375'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 14 AND A GRAVEL
 ME2375'CROSSROAD, 31 FEET NORTH OF HIGHWAY 14, 14 FEET EAST OF A POWER LINE
 ME2375'POLE, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT EAST OF A WHITE WITNESS
 ME2375'POST.
 ME2375'
 ME2375'TO REACH THE STATION FROM THE COURTHOUSE IN WINAMAC, GO NORTH ON U.S.
 ME2375'HIGHWAY 35 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 14.  TURN
 ME2375'LEFT AND GO WEST ON HIGHWAY 14 4.7 MILES TO THE STATION ON THE LEFT AS
 ME2375'DESCRIBED.
 ME2375'
 ME2375'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2375
 ME2375                          STATION RECOVERY (1948)
 ME2375
 ME2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2375'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2375'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 ME2375'THE DIRECTION TO REFERENCE MARK NO. 2 DID NOT CHECK.
 ME2375'
 ME2375'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 ME2375
 ME2375                          STATION RECOVERY (1969)
 ME2375
 ME2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2375'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HOUSE
 ME2375'MENTIONED IN THE DESCRIPTION HAS BEEN TORN DOWN.  A NEW DESCRIPTION
 ME2375'FOLLOWS.
 ME2375'
 ME2375'THE STATION IS LOCATED 11 MILES NORTHEAST OF FRANCISVILLE, ON THE
 ME2375'PROPERTY OF MR. VALENTINE OCHS, 1 FOOT WEST OF A METAL WITNESS POST,
 ME2375'59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF A
 ME2375'POWER POLE AND 88 FEET EAST OF THE CENTERLINE OF A DRIVE.  THE
 ME2375'MONUMENT IS FLUSH AND THE DISK IS STAMPED LINCOLN 1947.
 ME2375'
 ME2375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 ME2375'HIGHWAY 14 IN WINAMAC, GO WEST ON HIGHWAY 14 FOR 4.7 MILES TO THE
 ME2375'STATION ON THE LEFT. CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO THE
 ME2375'AZIMUTH MARK ON THE RIGHT.
 ME2375'
 ME2375'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST, 45 FEET
 ME2375'SOUTHWEST OF A 24 INCH OAK TREE, 37 FEET NORTHWEST OF A 20 INCH OAK
 ME2375'TREE AND 150 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 ME2375'MONUMENT IS FLUSH AND THE DISK IS STAMPED LINCOLN NO-1 1947.
 ME2375'
 ME2375'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST, 81 FEET SOUTH
 ME2375'OF THE CENTERLINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTERLINE OF
 ME2375'THE DRIVEWAY, 16 FEET NORTHEAST OF A 12 INCH WILD CHERRY TREE, AND 27
 ME2375'FEET SOUTHEAST OF A 30 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 ME2375'DISK IS STAMPED LINCOLN NO-2 1947.
 ME2375'
 ME2375'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14
 ME2375'FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 195
 ME2375'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 124 FEET EAST OF
 ME2375'THE CENTERLINE OF A DRIVEWAY NORTH.  THE MONUMENT PROJECTS 4 INCHES
 ME2375'AND THE DISK IS STAMPED LINCOLN 1947.
 ME2375'
 ME2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES WEST
 ME2375'OF WINAMAC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2374 ***********************************************************************
 LB2374  DESIGNATION -  LINCOLN
 LB2374  PID         -  LB2374
 LB2374  STATE/COUNTY-  IN/CASS
 LB2374  COUNTRY     -  US
 LB2374  USGS QUAD   -  GALVESTON (2019)
 LB2374
 LB2374                         *CURRENT SURVEY CONTROL
 LB2374  ______________________________________________________________________
 LB2374* NAD 83(1997) POSITION- 40 34 18.55344(N) 086 14 33.28633(W)   ADJUSTED
 LB2374* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LB2374  ______________________________________________________________________
 LB2374  GEOID HEIGHT    -        -34.345 (meters)                     GEOID18
 LB2374  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 LB2374  HORZ ORDER      -  THIRD
 LB2374
 LB2374.The horizontal coordinates were established by classical geodetic methods
 LB2374.and adjusted by the National Geodetic Survey in May 1999.
 LB2374
 LB2374.The orthometric height was scaled from a topographic map.
 LB2374
 LB2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2374.GEOID18 height accuracy estimate available here.
 LB2374
 LB2374.Click photographs - Photos may exist for this station.
 LB2374
 LB2374.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2374
 LB2374. The following values were computed from the NAD 83(1997) position.
 LB2374
 LB2374;                    North         East     Units Scale Factor Converg.
 LB2374;SPC IN E     -   591,169.939    51,234.752   MT  0.99999593   -0 22 28.5
 LB2374;SPC IN E     - 1,939,530.04    168,092.68   sFT  0.99999593   -0 22 28.5
 LB2374;UTM  16      - 4,491,502.455   564,110.955   MT  0.99965059   +0 29 33.5
 LB2374
 LB2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2374!SPC IN E     -   0.99996666  x   0.99999593  =   0.99996259
 LB2374!UTM  16      -   0.99996666  x   0.99965059  =   0.99961726
 LB2374
 LB2374:                Primary Azimuth Mark                     Grid Az
 LB2374:SPC IN E     -  LINCOLN AZ MK                            355 37 32.9
 LB2374:UTM  16      -  LINCOLN AZ MK                            354 45 30.9
 LB2374
 LB2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6411091502(NAD 83)
 LB2374
 LB2374|---------------------------------------------------------------------|
 LB2374| PID    Reference Object                     Distance      Geod. Az  |
 LB2374|                                                           dddmmss.s |
 LB2374| CC8800 LINCOLN RM 1                         36.948 METERS 10423     |
 LB2374| CC8801 LINCOLN RM 2                         29.268 METERS 17752     |
 LB2374| CC8799 LINCOLN AZ MK                                      3551504.4 |
 LB2374|---------------------------------------------------------------------|
 LB2374
 LB2374                          SUPERSEDED SURVEY CONTROL
 LB2374
 LB2374  NAD 83(1986)-  40 34 18.55845(N)    086 14 33.29847(W) AD(       ) 3
 LB2374  NAD 27      -  40 34 18.41890(N)    086 14 33.31640(W) AD(       ) 3
 LB2374
 LB2374.Superseded values are not recommended for survey control.
 LB2374
 LB2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2374.See file dsdata.pdf to determine how the superseded data were derived.
 LB2374
 LB2374_MARKER: DS = TRIANGULATION STATION DISK
 LB2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2374_STAMPING: LINCOLN 1954
 LB2374_MARK LOGO: CGS
 LB2374_PROJECTION: FLUSH
 LB2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2374+STABILITY: SURFACE MOTION
 LB2374
 LB2374  HISTORY     - Date     Condition        Report By
 LB2374  HISTORY     - 1954     MONUMENTED       CGS
 LB2374  HISTORY     - 1958     GOOD             USACE
 LB2374
 LB2374                          STATION DESCRIPTION
 LB2374
 LB2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2374'STATION IS LOCATED ON THE PROPERTY OF MRS. NELLIE SCOTT ABOUT 5-1/2
 LB2374'MILES SOUTH OF WALTON, ABOUT 2-1/2 MILES WEST OF GALVESTON AND 0.3
 LB2374'MILE SOUTH OF STATE HIGHWAY 18.  IT IS 139 FEET WEST OF THE CENTER
 LB2374'OF A GRAVEL ROAD, 97 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 LB2374'FRAME BUILDING AND 33 FEET WEST OF THE SOUTHWEST CORNER OF A BARN.
 LB2374'THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN 1954.
 LB2374'
 LB2374'REFERENCE MARK NO. 1 IS 56 FEET NORTH OF THE CENTER OF A GRAVEL
 LB2374'DRIVEWAY, 20 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 3 FEET
 LB2374'NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE.  THE
 LB2374'MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN NO 1 1954.
 LB2374'
 LB2374'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF THE
 LB2374'FRAME BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN
 LB2374'NO 2 1954.
 LB2374'
 LB2374'AZIMUTH MARK IS 0.05 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY
 LB2374'18 AND A CROSSROAD, 39 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1
 LB2374'FOOT SOUTH OF A T FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 LB2374'STAMPED LINCOLN 1954.
 LB2374'
 LB2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 LB2374'U. S. HIGHWAY 35 IN GALVESTON, GO WEST ON HIGHWAY 18 FOR 2.8 MILES
 LB2374'TO A CROSSROAD AND THE AZIMUTH MARK 0.05 MILE WEST ON THE NORTH SIDE
 LB2374'OF THE HIGHWAY AS DESCRIBED.  TURN LEFT AT THE CROSSROAD AND GO
 LB2374'SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO THE SCOTT FARM AND THE STATION
 LB2374'ON THE RIGHT AS DESCRIBED.
 LB2374'
 LB2374'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LB2374
 LB2374                          STATION RECOVERY (1958)
 LB2374
 LB2374'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1958
 LB2374'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
 LB2374'CONDITION.  THE DESCRIPTION IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1844 ***********************************************************************
 JA1844  DESIGNATION -  LINCOLN PARK LOOKOUT TOWER
 JA1844  PID         -  JA1844
 JA1844  STATE/COUNTY-  IN/SPENCER
 JA1844  COUNTRY     -  US
 JA1844  USGS QUAD   -  SANTA CLAUS (2019)
 JA1844
 JA1844                         *CURRENT SURVEY CONTROL
 JA1844  ______________________________________________________________________
 JA1844* NAD 83(1997) POSITION- 38 05 48.30166(N) 086 59 24.36412(W)   ADJUSTED
 JA1844  ______________________________________________________________________
 JA1844  GEOID HEIGHT    -        -31.707 (meters)                     GEOID18
 JA1844  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA1844  HORZ ORDER      -  THIRD
 JA1844
 JA1844.The horizontal coordinates were established by classical geodetic methods
 JA1844.and adjusted by the National Geodetic Survey in May 1999.
 JA1844
 JA1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1844.GEOID18 height accuracy estimate available here.
 JA1844
 JA1844.Click photographs - Photos may exist for this station.
 JA1844
 JA1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1844
 JA1844. The following values were computed from the NAD 83(1997) position.
 JA1844
 JA1844;                    North         East     Units Scale Factor Converg.
 JA1844;SPC IN W     -   316,236.823   908,177.771   MT  0.99996749   +0 03 27.1
 JA1844;SPC IN W     - 1,037,520.31  2,979,579.90   sFT  0.99996749   +0 03 27.1
 JA1844;UTM  16      - 4,216,549.819   500,867.950   MT  0.99960001   +0 00 22.0
 JA1844
 JA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0086716549(NAD 83)
 JA1844
 JA1844                          SUPERSEDED SURVEY CONTROL
 JA1844
 JA1844  NAD 83(1993)-  38 05 48.30395(N)    086 59 24.36492(W) AD(       ) 3
 JA1844  NAD 83(1986)-  38 05 48.30966(N)    086 59 24.36703(W) AD(       ) 3
 JA1844  NAD 27      -  38 05 48.12400(N)    086 59 24.37400(W) AD(       ) 3
 JA1844
 JA1844.Superseded values are not recommended for survey control.
 JA1844
 JA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1844.See file dsdata.pdf to determine how the superseded data were derived.
 JA1844
 JA1844_MARKER: 57 = LOOKOUT TOWER
 JA1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1844+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2010
 JA1844
 JA1844  HISTORY     - Date     Condition        Report By
 JA1844  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1844  HISTORY     - 20100903 GOOD             GEOCAC
 JA1844
 JA1844                          STATION DESCRIPTION
 JA1844
 JA1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1844'THE STATION IS THE CENTER OF THE FLOOR OF THE CABIN ATOP THE TOWER,
 JA1844'WHICH WAS TRAVERSED TO
 JA1844'FROM STATION FIRE, ALSO LOCATED IN THE CABIN OF THIS
 JA1844'LOOKOUT TOWER, THE DISTANCE
 JA1844'BEING 0.085 METER.  THIS TOWER LIES ABOUT
 JA1844'0.75 MILE SOUTHEAST OF THE LAKE IN NANCY HANKS
 JA1844'LINCOLN MEMORIAL PARK
 JA1844'ON THE HIGHEST POINT OF A WOODED HILL.  IT IS OF FOUR LEGS STEEL
 JA1844'CONSTRUCTION
 JA1844'AND IS APPROXIMATELY 108 FEET HIGH.
 JA1844
 JA1844                          STATION RECOVERY (2010)
 JA1844
 JA1844'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1844'TOWER OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1840 ***********************************************************************
 JA1840  DESIGNATION -  LINCOLN RESET
 JA1840  PID         -  JA1840
 JA1840  STATE/COUNTY-  IN/SPENCER
 JA1840  COUNTRY     -  US
 JA1840  USGS QUAD   -  SANTA CLAUS (2019)
 JA1840
 JA1840                         *CURRENT SURVEY CONTROL
 JA1840  ______________________________________________________________________
 JA1840* NAD 83(1997) POSITION- 38 06 49.17321(N) 086 59 57.53656(W)   ADJUSTED
 JA1840* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 JA1840  ______________________________________________________________________
 JA1840  GEOID HEIGHT    -        -31.739 (meters)                     GEOID18
 JA1840  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 JA1840  HORZ ORDER      -  THIRD
 JA1840
 JA1840.The horizontal coordinates were established by classical geodetic methods
 JA1840.and adjusted by the National Geodetic Survey in May 1999.
 JA1840
 JA1840.The orthometric height was scaled from a topographic map.
 JA1840
 JA1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1840.GEOID18 height accuracy estimate available here.
 JA1840
 JA1840.Click photographs - Photos may exist for this station.
 JA1840
 JA1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1840
 JA1840. The following values were computed from the NAD 83(1997) position.
 JA1840
 JA1840;                    North         East     Units Scale Factor Converg.
 JA1840;SPC IN W     -   318,112.836   907,367.826   MT  0.99996733   +0 03 06.7
 JA1840;SPC IN W     - 1,043,675.20  2,976,922.61   sFT  0.99996733   +0 03 06.7
 JA1840;UTM  16      - 4,218,425.870   500,059.986   MT  0.99960000   +0 00 01.5
 JA1840
 JA1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1840!SPC IN W     -   0.99998068  x   0.99996733  =   0.99994801
 JA1840!UTM  16      -   0.99998068  x   0.99960000  =   0.99958068
 JA1840
 JA1840:                Primary Azimuth Mark                     Grid Az
 JA1840:SPC IN W     -  LINCOLN AZ MK                            001 25 37.6
 JA1840:UTM  16      -  LINCOLN AZ MK                            001 28 42.8
 JA1840
 JA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0005918425(NAD 83)
 JA1840
 JA1840|---------------------------------------------------------------------|
 JA1840| PID    Reference Object                     Distance      Geod. Az  |
 JA1840|                                                           dddmmss.s |
 JA1840| CG8805 LINCOLN AZ MK                                      0012844.3 |
 JA1840| JA1853 DALE MUNICIPAL TANK                 APPROX. 6.0 KM 0083911.1 |
 JA1840| JA1852 DALE ST JOSEPHS CATH CH SPIRE       APPROX. 5.8 KM 0095543.2 |
 JA1840| CG8806 LINCOLN RM 1                         22.945 METERS 09532     |
 JA1840| CG8808 LINCOLN RM 3                         27.717 METERS 14042     |
 JA1840| CG8807 LINCOLN RM 2                         25.298 METERS 20949     |
 JA1840|---------------------------------------------------------------------|
 JA1840
 JA1840                          SUPERSEDED SURVEY CONTROL
 JA1840
 JA1840  NAD 83(1993)-  38 06 49.17518(N)    086 59 57.53806(W) AD(       ) 3
 JA1840  NAD 83(1986)-  38 06 49.18101(N)    086 59 57.53957(W) AD(       ) 3
 JA1840  NAD 27      -  38 06 48.99200(N)    086 59 57.54300(W) AD(       ) 3
 JA1840
 JA1840.Superseded values are not recommended for survey control.
 JA1840
 JA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1840.See file dsdata.pdf to determine how the superseded data were derived.
 JA1840
 JA1840_MARKER: DS = TRIANGULATION STATION DISK
 JA1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1840_STAMPING: LINCOLN 1946 1965
 JA1840_MARK LOGO: CGS
 JA1840_PROJECTION: FLUSH
 JA1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1840+STABILITY: SURFACE MOTION
 JA1840
 JA1840  HISTORY     - Date     Condition        Report By
 JA1840  HISTORY     - 1946     MONUMENTED       CGS
 JA1840  HISTORY     - 1965     GOOD             CGS
 JA1840  HISTORY     - 1966     GOOD             CGS
 JA1840  HISTORY     - 20100828 GOOD             GEOCAC
 JA1840
 JA1840                          STATION DESCRIPTION
 JA1840
 JA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1840'THIS STATION IS LOCATED ALONG STATE HIGHWAY 162, 0.5 MILE WEST OF THE
 JA1840'JUNCTION WITH STATE HIGHWAY 345, 0.2 MILE WEST OF THE LINCOLN
 JA1840'MEMORIAL, AND ABOUT 1.5 MILES SOUTH OF LINCOLN CITY.  IT IS 42.5 FEET
 JA1840'NORTH OF THE CENTERLINE OF HIGHWAY 162.  THE MARK PROJECTS 4 INCHES
 JA1840'AND THE DISK IS STAMPED LINCOLN 1946.
 JA1840'
 JA1840'REFERENCE MARK NO 1 IS 75.28 FEET EAST OF THE STATION, 39.5 FEET NORTH
 JA1840'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE
 JA1840'DISK IS STAMPED LINCOLN NO 1 1946.
 JA1840'
 JA1840'REFERENCE MARK NO 2 IS 83.00 FEET SOUTH OF THE STATION, 33.3 FEET
 JA1840'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4
 JA1840'INCHES AND THE DISK IS STAMPED LINCOLN NO 2 1946.
 JA1840'
 JA1840'THE AZIMUTH MARK IS 2.2 MILES NORTH OF THE STATION, BESIDE STATE
 JA1840'HIGHWAY 345.  IT IS 25.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 JA1840'HIGHWAY AND 25.5 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 JA1840'PROJECTS 4 INCHES AND THE DISK STAMPED LINCOLN 1946.
 JA1840
 JA1840                          STATION RECOVERY (1965)
 JA1840
 JA1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1840'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 JA1840'RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT CONDITION.  ALL
 JA1840'MEASURMENTS BETWEEN THE STATION AND THE REFERENCE MARKS WERE CHECKED
 JA1840'AND FOUND CORRECT.  THE DISK IN THE AZIMUTH MARK WAS BADLY MUTILATED
 JA1840'AND PART OF THE DISK WAS BROKEN OFF, BUT THE CONCRETE MONUMENT WAS
 JA1840'SOLID AND SHOWED NO EVIDENCE OF HAVING EVER BEEN DISTURBED.
 JA1840'
 JA1840'DUE TO CONSTRUCTION WORK IN A NEW UTILITY AREA OF THE LINCOLN MEMORIAL
 JA1840'NATIONAL HISTORICAL PARK, THE STATION MARK WAS ENDANGERED, THEREFORE,
 JA1840'THE STATION MARKS WERE LOWERED APPROXIMATELY FOUR FEET, IN THEIR
 JA1840'EXACT, ORIGINAL POSITION, AND THE DISK WERE STAMPED LINCOLN 1946 1965.
 JA1840'
 JA1840'A PLUMBING BENCH WAS BUILT OVER THE POINT AT THE AZIMUTH MARK, AFTER
 JA1840'WHICH THE OLD SHANK WAS REMOVED AND A BELL-SHAPED OPENING ABOUT FIVE
 JA1840'INCHES IN DIAMETER WAS CHISELED INTO THE TOP OF THE MONUMENT, INTO
 JA1840'WHICH A NEW DISK WAS FIRMLY CEMENTED.
 JA1840'
 JA1840'THIS WAS NOT OCCUPIED STATION, AS EXTENSIVE CLEARING WOULD BE REQUIRED
 JA1840'TO MAKE THE STATION AND THE AZIMUTH MARK INTERVISIBLE, AND SUCH
 JA1840'CLEARING WAS NOT DESIRED BY THE PARK OFFICIALS.  A STEEL SIGNAL AT
 JA1840'THIS STATION WILL BE REQUIRED FOR ANY FUTURE OBERVATIONS.
 JA1840'
 JA1840'UPON COMPLETION OF ALL CONSTRUCTION WORK, DISTANCE MEASUREMENTS SHOULD
 JA1840'BE MADE FOR ALL MARKS, HOWEVER, THE ORIGINAL TO REACH WILL LOCATE THE
 JA1840'STATION ACCURATELY.
 JA1840
 JA1840                          STATION RECOVERY (1966)
 JA1840
 JA1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA1840'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 JA1840'AS DESCRIBED IN THE 1965 RECOVERY NOTE AND FOUND IN GOOD CONDITION.
 JA1840'REFERENCE MARK NO 1 WHICH WAS REMOVED TO PERMIT GRADING OPERATIONS WAS
 JA1840'RESET AT THIS TIME IN A NEW LOCATION AND THE DISK WAS ALTERED
 JA1840'ACCORDINGLY.  DUE TO NUMEROUS TREES ON LINE BETWEEN THE STATION AND
 JA1840'THE AZIMUTH MARK, THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 JA1840'GROUND AND NONE OF THE INTERSECTION STATIONS OBSERVED UPON IN 1946 ARE
 JA1840'VG.  THE NEW REFERENCE MARK NO 3 WAS CUT IN OFF OF THE ORIGINAL
 JA1840'REFERENCE MARK NO 2 AND ALL DISTANCES MEASURED AND CHECKED.
 JA1840'
 JA1840'THE STATION IS NOW LOCATED IN THE NEWLY CONSTRUCTED UTILITIES AREA OF
 JA1840'THE LINCOLN BOYHOOD NATIONAL MEMORIAL ABOUT 0.5 MILE SOUTH OF THE POST
 JA1840'OFFICE IN LINCOLN CITY AND 0.2 MILE WEST OF THE MEMORIAL HEADQUARTERS
 JA1840'AND MUSEUM BUILDING.
 JA1840'
 JA1840'TO REACH THE STATION SITE FROM THE POST OFFICE IN LINCOLN CITY, GO
 JA1840'EAST ON A PAVED ROAD ABOUT 0.1 MILE TO STATE ROUTE 345, HERE TURN
 JA1840'RIGHT, SOUTH, ON STATE ROUTE 345 FOR 0.5 MILE TO THE ENTRANCE INTO THE
 JA1840'LINCOLN BOYHOOD NATIONAL MEMORIAL HEADQUARTERS ON THE LEFT AND THE
 JA1840'SERVICE DRIVE LEADING INTO THE UTILITIES AREA ON THE RIGHT.  HERE TURN
 JA1840'RIGHT, WEST ON THE SERVICE DRIVE AND GO 0.05 MILE TO THE STATION ON
 JA1840'THE RIGHT AS DESCRIBED.
 JA1840'
 JA1840'THE STATION IS 158 FEET EAST OF THE SOUTHEAST CORNER OF THE SERVICE
 JA1840'BUILDING, 43.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK
 JA1840'SUPERINTENDENTS GARAGE, 40 FEET WEST OF THE APPROXIMATE CENTER OF A
 JA1840'DRIVEWAY, 21 FEET NORTH OF THE APPROXIMATE CENTER OF THE SERVICE
 JA1840'DRIVE, AND 11 FEET EAST OF A YELLOW FIRE HYDRANT.  IT IS A STANDARD
 JA1840'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 JA1840'THE DISK IS STAMPED LINCOLN 1946 1965.
 JA1840'
 JA1840'REFERENCE MARK NO 2 IS ACROSS THE SERVICE DRIVE SOUTH OF THE STATION,
 JA1840'62 FEET SOUTH OF THE APPROXIMATE CENTER OF THE SERVICE DRIVE, 45 FEET
 JA1840'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 162, 29 FEET WEST OF
 JA1840'THE MOST SOUTHERLY ON OF TWO 12-INCH ASH TREES, AND NEAR THE EDGE OF
 JA1840'THE NORTH BANK OF A HIGHWAY CUT.  IT IS A STANDARD DISK SET IN THE TOP
 JA1840'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 JA1840'DISK IS STAMPED LINCOLN NO 2 1946.
 JA1840'
 JA1840'REFERENCE MARK NO 3 IS ACROSS THE SERVICE DRIVE SOUTHEAST OF THE
 JA1840'STATION, 45 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST, 28 FEET
 JA1840'SOUTH OF THE APPROXIMATE CENTER OF THE SERVICE DRIVE, 13.5 FEET WEST
 JA1840'OF AN 8-INCH MAPLE TREE, 4 FEET EAST-NORTHEAST OF A 12-INCH MAPLE
 JA1840'TREE, AND AT THE NORTH EDGE OF A WOODED AREA.  IT IS A STANDARD DISK
 JA1840'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 JA1840'INCHES AND THE DISK IS STAMPED LINCOLN NO 3 1946 1966.
 JA1840'
 JA1840'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 2 AND
 JA1840'REFERENCE MARK NO 3 IS 100.92 FEET - 30.760 METERS.
 JA1840'
 JA1840'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF STATE ROUTE 345
 JA1840'ABOUT 2.2 MILES NORTH OF THE STATION.  IT IS 89 FEET SOUTH OF
 JA1840'TELEPHONE POLE NO 3219, 69 FEET NORTH OF TELEPHONE POLE NO 3220, 25
 JA1840'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 345, 0.6 FOOT WEST
 JA1840'OF A METAL WITNESS POST AND SIGN, AND NEAR THE WEST EDGE OF A
 JA1840'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1840'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 JA1840'STAMPED LINCOLN 1946.
 JA1840'
 JA1840'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINCOLN CITY, GO
 JA1840'EAST ON A PAVED STREET FOR ABOUT 0.1 MILE TO STATE ROUTE 345, HERE
 JA1840'TURN LEFT AND GO NORTHERLY ON STATE ROUTE 345 FOR 1.9 MILES TO THE
 JA1840'MARK ON THE RIGHT AS DESCRIBED.
 JA1840
 JA1840                          STATION RECOVERY (2010)
 JA1840
 JA1840'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1840'STATION MARK WAS RECOVERED IN GOOD CONDITION. MARK LOCATED IN SW
 JA1840'CORNER OF ONE OF THE RESIDENCES AT LINCOLN BOYHOOD NATIONAL MEMORIAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1811 ***********************************************************************
 MD1811  DESIGNATION -  LINE
 MD1811  PID         -  MD1811
 MD1811  STATE/COUNTY-  IN/DE KALB
 MD1811  COUNTRY     -  US
 MD1811  USGS QUAD   -  BUTLER EAST (2019)
 MD1811
 MD1811                         *CURRENT SURVEY CONTROL
 MD1811  ______________________________________________________________________
 MD1811* NAD 83(1997) POSITION- 41 26 18.49894(N) 084 48 17.74783(W)   ADJUSTED
 MD1811* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 MD1811  ______________________________________________________________________
 MD1811  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 MD1811  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 MD1811  HORZ ORDER      -  THIRD
 MD1811
 MD1811.The horizontal coordinates were established by classical geodetic methods
 MD1811.and adjusted by the National Geodetic Survey in May 1999.
 MD1811
 MD1811.The orthometric height was scaled from a topographic map.
 MD1811
 MD1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1811.GEOID18 height accuracy estimate available here.
 MD1811
 MD1811.Click photographs - Photos may exist for this station.
 MD1811
 MD1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1811
 MD1811. The following values were computed from the NAD 83(1997) position.
 MD1811
 MD1811;                    North         East     Units Scale Factor Converg.
 MD1811;SPC IN E     -   687,610.893   172,017.716   MT  1.00003047   +0 34 13.2
 MD1811;SPC IN E     - 2,255,936.74    564,361.46   sFT  1.00003047   +0 34 13.2
 MD1811;SPC OH N     -   199,299.540   407,395.256   MT  0.99996004   -1 30 51.2
 MD1811;SPC OH N     -   653,868.57  1,336,595.94   sFT  0.99996004   -1 30 51.2
 MD1811;UTM  16      - 4,589,758.938   683,385.575   MT  1.00001389   +1 27 11.3
 MD1811
 MD1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1811!SPC IN E     -   0.99996466  x   1.00003047  =   0.99999512
 MD1811!SPC OH N     -   0.99996466  x   0.99996004  =   0.99992470
 MD1811!UTM  16      -   0.99996466  x   1.00001389  =   0.99997855
 MD1811
 MD1811:                Primary Azimuth Mark                     Grid Az
 MD1811:SPC IN E     -  LINE AZ MK                               075 27 35.6
 MD1811:SPC OH N     -  LINE AZ MK                               077 32 40.0
 MD1811:UTM  16      -  LINE AZ MK                               074 34 37.5
 MD1811
 MD1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8338589758(NAD 83)
 MD1811
 MD1811|---------------------------------------------------------------------|
 MD1811| PID    Reference Object                     Distance      Geod. Az  |
 MD1811|                                                           dddmmss.s |
 MD1811| CF3068 LINE RM 1                            37.307 METERS 04112     |
 MD1811| CF3067 LINE AZ MK                                         0760148.8 |
 MD1811| MD1779 EDGERTON MUNICIPAL TANK             APPROX. 5.1 KM 0771125.7 |
 MD1811| CF3071 LINE RM 4                            20.043 METERS 08838     |
 MD1811| CF3070 LINE RM 3                            21.997 METERS 24837     |
 MD1811| CF3069 LINE RM 2                            28.652 METERS 30406     |
 MD1811|---------------------------------------------------------------------|
 MD1811
 MD1811                          SUPERSEDED SURVEY CONTROL
 MD1811
 MD1811  NAD 83(1995)-  41 26 18.49911(N)    084 48 17.74841(W) AD(       ) 3
 MD1811  NAD 83(1986)-  41 26 18.49945(N)    084 48 17.76319(W) AD(       ) 3
 MD1811  NAD 27      -  41 26 18.31740(N)    084 48 17.91160(W) AD(       ) 3
 MD1811
 MD1811.Superseded values are not recommended for survey control.
 MD1811
 MD1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1811.See file dsdata.pdf to determine how the superseded data were derived.
 MD1811
 MD1811_MARKER: DS = TRIANGULATION STATION DISK
 MD1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1811_STAMPING: LINE 1947
 MD1811_MARK LOGO: CGS
 MD1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1811+STABILITY: SURFACE MOTION
 MD1811
 MD1811  HISTORY     - Date     Condition        Report By
 MD1811  HISTORY     - 1947     MONUMENTED       CGS
 MD1811  HISTORY     - 1960     GOOD             CGS
 MD1811  HISTORY     - 1962     GOOD             CGS
 MD1811
 MD1811                          STATION DESCRIPTION
 MD1811
 MD1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1811'THE STATION IS LOCATED 6-1/4 MILES NORTH-NORTHEAST OF NEWVILLE, AND 3
 MD1811'1/2 MILES EAST OF BUTLER.  IT IS 268 FEET SOUTHWEST OF THE
 MD1811'INTERSECTION OF U.S. HIGHWAY 6 AND A GRAVEL STATE LINE CROSSROAD, 51
 MD1811'FEET NORTH OF THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD TRACKS,
 MD1811'42 FEET SOUTH OF THE CENTER OF HIGHWAY 6 AND 4 FEET NORTHWEST OF A
 MD1811'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1811'STAMPED LINE 1947.
 MD1811'
 MD1811'REFERENCE MARK NO. 1 IS 122.40 FEET NORTHEAST OF THE STATION, 32 FEET
 MD1811'NORTH OF THE CENTER OF HIGHWAY 6 AND 2 FEET WEST OF A TELEPHONE POLE.
 MD1811'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LINE NO 1 1947.
 MD1811'
 MD1811'REFERENCE MARK NO. 2 IS 94.00 FEET NORTHWEST OF THE STATION, 27 FEET
 MD1811'NORTH OF THE CENTER OF HIGHWAY 6 AND 12 FEET WEST OF A TELEPHONE POLE.
 MD1811'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LINE NO 2 1947.
 MD1811'
 MD1811'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 37 FEET NORTH OF THE
 MD1811'CENTER OF HIGHWAY 6, 3 1/2 FEET WEST OF A WHITE WITNESS POST, 2 FEET
 MD1811'WEST OF A TELEPHONE POLE AND 1-FOOT SOUTH OF A FENCELINE.  THE MARK
 MD1811'PROJECTS 4 INCHES AND THE DISK IS STAMPED LINE 1947.
 MD1811'
 MD1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1811'HIGHWAY 1, GO EAST ON HIGHWAY 6 FOR 3.6 MILES TO THE STATION ON THE
 MD1811'RIGHT AS DESCRIBED.
 MD1811'
 MD1811'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1811
 MD1811                          STATION RECOVERY (1960)
 MD1811
 MD1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1811'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1811'DESCRIBED.
 MD1811'
 MD1811'ABOUT 3.6 MILES EASTERLY ALONG NO. 6 U.S. HIGHWAY FROM ITS
 MD1811'INTERSECTION WITH NO. 1 INDIANA HWY. OR INTERSECTION OF BROADWAY AND
 MD1811'MAIN STREETS AT MAIN CORNER IN BUTLER, 252 FEET W (MEASURED PARALLEL
 MD1811'TO HWY. AND RAILROAD) OF CENTER LINE OF STATE LINE ROAD, 243.0 FEET W
 MD1811'OF N VERTEX OF TRIANGULAR CONCRETE IND-OHIO BOUNDARY POST THAT IS ON S
 MD1811'SIDE OF R.R., 50- 1/2 FEET N OF N RAIL OF NEW YORK CENTRAL TRACKS, 42
 MD1811'FEET S OF CENTER LINE OF HWY., 1.5 FT.  HIGHER THAN SAME, ON CREST OF
 MD1811'RIDGE, DISKS ARE STAMPED LINE 1947 AND SET IN 1A AND 7A MARKS, THE
 MD1811'UPPER ONE PROJECTING 0.2 FOOT ABOVE GROUND.
 MD1811'
 MD1811'REFERENCE STAMPED LINE NO 1 1947, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1811'122.44 FEET OR 37.320 METERS NE IN AZIMUTH 221 DEG 12 MIN FROM
 MD1811'STATION, 169 FEET W OF CENTER LINE OF STATE LINE ROAD, 31 FEET N OF
 MD1811'CENTER LINE OF HWY., AND 3.3 FEET W OF A TELEPHONE POLE.
 MD1811'
 MD1811'REFERENCE STAMPED LINE NO 2 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1811'94.05 FEET OR 28.666 METERS NW IN AZIMUTH 124 DEG 06 MIN FROM STATION,
 MD1811'27 FEET N OF CENTER LINE OF HWY., 12 FEET W OF TELEPHONE POLE, AND 1.8
 MD1811'FEET W OF STEEL WITNESS POST.
 MD1811'
 MD1811'AZIMUTH STAMPED LINE 1947, NOTE 16A, (ACTUALLY NEITHER CHECKED BY
 MD1811'PRESENT WRITER- THE FORMER QUOTED- THE LATTER USUAL IN 1947), IS ABOUT
 MD1811'0.5 MILE E OF THE STATION, 39 FEET N OF CENTER LINE OF HWY., ABOUT 75
 MD1811'YARDS W OF CREST OF RIDGE, AND 1.3 FEET W OF STEEL WITNESS POST.
 MD1811
 MD1811                          STATION RECOVERY (1962)
 MD1811
 MD1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 MD1811'RECOVERED ALL MARKS AS DESCRIBED IN RECOVERY NOTE OF NOVEMBER 1960.
 MD1811'REFERENCE MKS.  NOS. 1 AND 2 WERE RESET AS NOS. 3 AND 4 TO AVOID THEIR
 MD1811'DESTRUCTION BY HWY. WIDENING.
 MD1811'
 MD1811'ABOUT 3.9 MILES E ALONG NO. 6 U.S. HIGHWAY FROM ITS INTERSECTION WITH
 MD1811'NO. 1 INDIANA HWY. IN HEART OF BUTLER, 252 FEET W (MEASURED PARALLEL
 MD1811'TO HWY.) OF CENTER LINE OF STATE LINE ROAD, 243.0 FEET W OF N VERTEX
 MD1811'EDGE OF TRIANGULAR CONCRETE IND-OHIO STATE LINE MONUMENT ON S SIDE OF
 MD1811'NEW YORK CENTRAL RAILROAD DOUBLE TRACKS, 50-1/2 FEET N OF N RAIL OF
 MD1811'THE TRACKS, ON CREST OF RIDGE, 42 FEET S OF CENTER LINE OF HWY., 1.5
 MD1811'FEET HIGHER THAN SAME, 11.7 FEET N OF LINE JOINING REFERENCE MARKS, 1A
 MD1811'AND 7A MARKS STAMPED LINE 1947, UPPER MARK PROJECTS 0.2 FOOT, AND IS 3
 MD1811'FEET W OF STEEL WITNESS POST.
 MD1811'
 MD1811'R.M. NO. 3, NOTE 11A, FLUSH, IS 39.5 FEET N OF N RAIL, 53 FEET S OF
 MD1811'CENTER LINE OF 24-FOOT HWY.  PAVEMENT, AND 1.4 FEET HIGHER THAN SAME.
 MD1811'
 MD1811'R.M. NO. 4, NOTE 11A, FLUSH, IS 54-1/2 FEET S OF CENTER LINE OF HWY.,
 MD1811'1.6 FEET HIGHER THAN SAME, AND 37.9 FEET N OF N RAIL OF DOUBLE TRACKS.
 MD1811'
 MD1811'AZIMUTH MARK PROJECTS 0.3 FOOT, IS ABOUT 75 YARDS W OF CREST OF RIDGE,
 MD1811'39 FEET N OF HWY.  CENTER LINE, 0.5 FOOT HIGHER THAN SAME, 3 FEET W OF
 MD1811'TLEPHONE POLE, AND 1.3 FEET W OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3339 ***********************************************************************
 JZ3339  DESIGNATION -  LINK RESET
 JZ3339  PID         -  JZ3339
 JZ3339  STATE/COUNTY-  IN/DECATUR
 JZ3339  COUNTRY     -  US
 JZ3339  USGS QUAD   -  MILLHOUSEN (2019)
 JZ3339
 JZ3339                         *CURRENT SURVEY CONTROL
 JZ3339  ______________________________________________________________________
 JZ3339* NAD 83(1997) POSITION- 39 11 24.71733(N) 085 28 48.92964(W)   ADJUSTED
 JZ3339* NAVD 88 ORTHO HEIGHT -   226.86  (+/-2cm)      744.3   (feet) VERTCON3
 JZ3339  ______________________________________________________________________
 JZ3339  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 JZ3339  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 JZ3339  HORZ ORDER      -  FIRST
 JZ3339  VERT ORDER      -  THIRD ? (See Below)
 JZ3339
 JZ3339.The horizontal coordinates were established by classical geodetic methods
 JZ3339.and adjusted by the National Geodetic Survey in May 1999.
 JZ3339
 JZ3339.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3339
 JZ3339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3339.GEOID18 height accuracy estimate available here.
 JZ3339
 JZ3339.The vertical order pertains to the NGVD 29 superseded value.
 JZ3339
 JZ3339.Click photographs - Photos may exist for this station.
 JZ3339
 JZ3339.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3339
 JZ3339. The following values were computed from the NAD 83(1997) position.
 JZ3339
 JZ3339;                    North         East     Units Scale Factor Converg.
 JZ3339;SPC IN E     -   437,627.549   116,104.040   MT  0.99996986   +0 07 04.0
 JZ3339;SPC IN E     - 1,435,783.05    380,918.00   sFT  0.99996986   +0 07 04.0
 JZ3339;UTM  16      - 4,338,983.588   631,247.192   MT  0.99981210   +0 57 37.6
 JZ3339
 JZ3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3339!SPC IN E     -   0.99996977  x   0.99996986  =   0.99993963
 JZ3339!UTM  16      -   0.99996977  x   0.99981210  =   0.99978188
 JZ3339
 JZ3339:                Primary Azimuth Mark                     Grid Az
 JZ3339:SPC IN E     -  LINK AZ MK                               270 26 49.9
 JZ3339:UTM  16      -  LINK AZ MK                               269 36 16.3
 JZ3339
 JZ3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3124738983(NAD 83)
 JZ3339
 JZ3339|---------------------------------------------------------------------|
 JZ3339| PID    Reference Object                     Distance      Geod. Az  |
 JZ3339|                                                           dddmmss.s |
 JZ3339| CC8803 LINK RM 1                            38.636 METERS 02546     |
 JZ3339| JZ3340 MILLHOUSEN ST MARYS CH CROSS        APPROX. 4.3 KM 0574535.3 |
 JZ3339| JZ3333 OSGOOD MUNICIPAL TANK               APPROX.17.4 KM 1132449.8 |
 JZ3339| CC8804 LINK RM 2                            38.313 METERS 26245     |
 JZ3339| CC8802 LINK AZ MK                                         2703353.9 |
 JZ3339|---------------------------------------------------------------------|
 JZ3339
 JZ3339                          SUPERSEDED SURVEY CONTROL
 JZ3339
 JZ3339  NAD 83(1995)-  39 11 24.71760(N)    085 28 48.92421(W) AD(       ) 1
 JZ3339  NAD 83(1993)-  39 11 24.71861(N)    085 28 48.92665(W) AD(       ) 1
 JZ3339  NAD 83(1986)-  39 11 24.71819(N)    085 28 48.92871(W) AD(       ) 1
 JZ3339  NAD 27      -  39 11 24.53800(N)    085 28 49.04500(W) AD(       ) 1
 JZ3339  NGVD 29             226.98   (m)          744.7    (f) LEVELING    3  
 JZ3339
 JZ3339.Superseded values are not recommended for survey control.
 JZ3339
 JZ3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3339.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3339
 JZ3339_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3339_STAMPING: LINK 1939 1986
 JZ3339_MARK LOGO: NGS
 JZ3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3339+STABILITY: SURFACE MOTION
 JZ3339
 JZ3339  HISTORY     - Date     Condition        Report By
 JZ3339  HISTORY     - 1986     MONUMENTED       INDNR
 JZ3339
 JZ3339                          STATION DESCRIPTION
 JZ3339
 JZ3339'DESCRIBED BY IN DEPT OF NAT RES 1986 (RWW)
 JZ3339'THE DIVISION OF WATER RECENTLY RECOVERED STATION.  THE STATION WAS
 JZ3339'FOUND MINUS THE TABLET AND LEANING SLIGHTLY.  REFERENCE MARK 1 WAS
 JZ3339'RECOVERED WITH ONLY ABOUT 1/4 OF THE DISK REMAINING.  REFERENCE MARK
 JZ3339'2 WAS FOUND TO HAVE BEEN PULLED FROM THE GROUND, THE CONCRETE POST WAS
 JZ3339'FOUND OF THE OPPOSITE SIDE OF THE ROAD.  THE UNDERGROUND WAS RECOVERED
 JZ3339'IN GOOD CONDITION.  THE AZIMUTH WAS RECOVERED AS DESCRIBED.
 JZ3339'
 JZ3339'TO REACH FROM THE GREENSBURG COURTHOUSE, GO SOUTHEAST FOR 1.0 MILE ON
 JZ3339'STATE HIGHWAY 29 TO A MACADAM FORK AT RIGHT, TURN RIGHT AND GO
 JZ3339'SOUTH FOR 9.7 MILES TO A CROSS ROAD, A DIRT ROAD TO THE SOUTH, AND
 JZ3339'GRAVEL ROAD TO THE WEST, NORTH AND EAST.  TURN RIGHT WEST AND
 JZ3339'GO 1.0 MILE TO RED-BRICK FARMHOUSE AND STATION IN BARN LOT.
 JZ3339'
 JZ3339'A NEW SURFACE MARK WAS ESTABLISHED FROM THE UNDERGROUND MARK.  TWO NEW
 JZ3339'REFERENCE MARKS WERE ESTABLISHED.
 JZ3339'
 JZ3339'REFERENCE MARK NO. 3 IS 18.66 FEET SOUTH OF THE STATION, 2.7 FEET
 JZ3339'NORTH OF A FENCELINE, 21.4 FEET NORTH OF THE CENTERLINE OF MILLHOUSEN
 JZ3339'RD. AND 21.6 FEET EAST OF A WOODEN FENCE.
 JZ3339'
 JZ3339'THE REFERENCE MARK NO. 4 IS 17.68 FEET WEST OF THE STATION, 2.6 FEET
 JZ3339'EAST OF A WOODEN FENCE, 10.3 FEET SOUTH OF AN 18 INCH MAPLE TREE, 32.1
 JZ3339'FEET NORTH OF THE CENTERLINE OF MILLHOUSEN ROAD.
 JZ3339'
 JZ3339'THE STATION MARK IS 78.0 FEET SOUTH OF THE SOUTH CORNER OF A BARN,
 JZ3339'18.0 FEET SOUTHEAST OF AN 18 INCH MAPLE TREE, 20.3 FEET EAST OF A
 JZ3339'WOODEN FENCE, 21.4 FEET NORTH OF A WOODEN FENCE AND 40.1 FEET NORTH OF
 JZ3339'THE CENTERLINE OF MILLHOUSEN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2009 ***********************************************************************
 LA2009  DESIGNATION -  LINNGROVE
 LA2009  PID         -  LA2009
 LA2009  STATE/COUNTY-  IN/ADAMS
 LA2009  COUNTRY     -  US
 LA2009  USGS QUAD   -  LINN GROVE (2019)
 LA2009
 LA2009                         *CURRENT SURVEY CONTROL
 LA2009  ______________________________________________________________________
 LA2009* NAD 83(1997) POSITION- 40 39 20.06999(N) 085 02 25.11687(W)   ADJUSTED
 LA2009* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LA2009  ______________________________________________________________________
 LA2009  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 LA2009  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 LA2009  HORZ ORDER      -  SECOND
 LA2009
 LA2009.The horizontal coordinates were established by classical geodetic methods
 LA2009.and adjusted by the National Geodetic Survey in May 1999.
 LA2009
 LA2009.The orthometric height was scaled from a topographic map.
 LA2009
 LA2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2009.GEOID18 height accuracy estimate available here.
 LA2009
 LA2009.Click photographs - Photos may exist for this station.
 LA2009
 LA2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2009
 LA2009. The following values were computed from the NAD 83(1997) position.
 LA2009
 LA2009;                    North         East     Units Scale Factor Converg.
 LA2009;SPC IN E     -   600,499.514   152,970.380   MT  1.00000119   +0 24 29.1
 LA2009;SPC IN E     - 1,970,138.82    501,870.32   sFT  1.00000119   +0 24 29.1
 LA2009;UTM  16      - 4,502,370.051   665,672.809   MT  0.99993785   +1 16 37.4
 LA2009
 LA2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2009!SPC IN E     -   0.99996562  x   1.00000119  =   0.99996681
 LA2009!UTM  16      -   0.99996562  x   0.99993785  =   0.99990348
 LA2009
 LA2009:                Primary Azimuth Mark                     Grid Az
 LA2009:SPC IN E     -  ALEX                                     298 03 56.0
 LA2009:UTM  16      -  ALEX                                     297 11 47.7
 LA2009
 LA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6567202370(NAD 83)
 LA2009
 LA2009|---------------------------------------------------------------------|
 LA2009| PID    Reference Object                     Distance      Geod. Az  |
 LA2009|                                                           dddmmss.s |
 LA2009| LA2393 BERNE MUNICIPAL TANK                APPROX. 7.7 KM 0894618.0 |
 LA2009| CC8805 LINNGROVE RM 1                       26.589 METERS 17836     |
 LA2009| CC8806 LINNGROVE RM 2                       25.024 METERS 28217     |
 LA2009| LA2018 ALEX                                APPROX.12.2 KM 2982825.1 |
 LA2009| LA2004 WELLS CO GAME FARM LOT              APPROX. 9.3 KM 3231123.4 |
 LA2009|---------------------------------------------------------------------|
 LA2009
 LA2009                          SUPERSEDED SURVEY CONTROL
 LA2009
 LA2009  NAD 83(1995)-  40 39 20.06998(N)    085 02 25.12019(W) AD(       ) 2
 LA2009  NAD 83(1986)-  40 39 20.07238(N)    085 02 25.13207(W) AD(       ) 2
 LA2009  NAD 27      -  40 39 19.90660(N)    085 02 25.24100(W) AD(       ) 2
 LA2009
 LA2009.Superseded values are not recommended for survey control.
 LA2009
 LA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2009.See file dsdata.pdf to determine how the superseded data were derived.
 LA2009
 LA2009_MARKER: DS = TRIANGULATION STATION DISK
 LA2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2009_STAMPING: LINNGROVE 1955
 LA2009_MARK LOGO: CGS
 LA2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2009+STABILITY: SURFACE MOTION
 LA2009
 LA2009  HISTORY     - Date     Condition        Report By
 LA2009  HISTORY     - 1955     MONUMENTED       CGS
 LA2009  HISTORY     - 1964     GOOD             CGS
 LA2009
 LA2009                          STATION DESCRIPTION
 LA2009
 LA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2009'THE STATION IS LOCATED ABOUT 1/2 MILE WEST AND 1-1/2 MILES NORTH OF
 LA2009'LINNGROVE AND 0.4 MILE NORTH
 LA2009'OF THE JUNCTION OF STATE HIGHWAYS 116 AND 118.  IT IS 50 YARDS SOUTH
 LA2009'OF THE O. K. ZERKEL FARMHOUSE, 77
 LA2009'FEET SOUTH OF THE CENTER OF HIGHWAY 118, 51.6 FEET
 LA2009'SOUTHEAST OF A TRANSFORMER POLE, 40 FEET SOUTH OF A
 LA2009'GATE, 15 FEET WEST OF A FENCE AND
 LA2009'15 FEET WEST OF A 4 IN BY 4 IN WHITE WITNESS POST.
 LA2009'
 LA2009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 118,
 LA2009'GO WEST ON HIGHWAY 118 FOR
 LA2009'0.4 MILE TO THE STATION ON THE RIGHT, CONTINUE WEST FOR 0.25 MILE TO
 LA2009'THE AZIMUTH MARK ON THE LEFT.
 LA2009'
 LA2009'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LINNGROVE
 LA2009'1955.
 LA2009'
 LA2009'REFERENCE MARK 1 IS 15 FEET WEST OF A FENCE.  THE MARK PROJECTS 4
 LA2009'INCHES, AND THE DISK IS
 LA2009'STAMPED LINNGROVE NO 1 1955.
 LA2009'
 LA2009'REFERENCE MARK 2 IS 59 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 52
 LA2009'FEET SOUTHWEST OF THE
 LA2009'TRANSFORMER POLE AND 21 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 4
 LA2009'INCHES, AND THE DISK IS STAMPED
 LA2009'LINNGROVE NO 2 1955.
 LA2009'
 LA2009'INDIANA BENCH MARK ADAMS F 2 IS 18 FEET NORTH OF THE CENTER OF THE
 LA2009'HIGHWAY.  THE MARK IS A
 LA2009'BRONZE DISK OF THE INDIANA STATE HIGHWAY COMMISSION SET IN THE WEST
 LA2009'RETAINING WALL OF A CONCRETE BRIDGE,
 LA2009'AND THE DISK IS STAMPED ADAMS F 2.
 LA2009'
 LA2009'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2009
 LA2009                          STATION RECOVERY (1964)
 LA2009
 LA2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2009'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED,
 LA2009'EXCEPT THAT THE STATION IS E INSTEAD OF W OF THE JUNCTION OF NOS. 116
 LA2009'AND 118 INDIANA HWYS., 0.4 MILE E.
 LA2009'
 LA2009'ABOUT 4.5 MILES W ALONG NO. 118 HWY. FROM ITS INTERSECTION WITH
 LA2009'NO. 27 U.S. HWY. IN WERN PART OF BERNE, ABOUT 0.4 MILE W OF THE
 LA2009'WABASH RIVER, ABOUT 0.35 MILE OF LARGE POWER TRANSFORMER SUBSTATION
 LA2009'WHICH IS IN SE ANGLE OF SAID INTERSECTION OF 116 AND 118, ABOUT
 LA2009'1.5 MILES N OF LINNGROVE, 10 YARDS W OF CREST OF RIDGE, 77 FEET S
 LA2009'OF C/L OF HWY., 0.3 FOOT LOWER THAN SAME, 40 FEET SSW OF
 LA2009'TRANSFORMER POWER POLE, 15 FEET W OF OLD FENCE LINE, STANDARD
 LA2009'DISKS STAMPED LINNGROVE 1955 IN MARKS PROJECTING 0.2 FOOT.
 LA2009'
 LA2009'R.M. STAMPED LINNGROVE NO 1 1955, PROJECTS 0.3 FOOT, IS 26.570 METERS
 LA2009'OR 87.17 FEET S 01 DEG 24 MIN E FROM THE STATION, AND 14 FEET
 LA2009'W OF A FENCE.
 LA2009'
 LA2009'R.M. STAMPED LINNGROVE NO 2 1955, PROJECTS 0.3 FOOT, IS 25.019 METERS
 LA2009'OR 82.08 FEET N 77 DEG 43 MIN W FROM THE STATION, 59 FEET S. OF THE
 LA2009'CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 15 FEET W OF
 LA2009'PROJECTED PLANE OF W WALL OF FRAME HOUSE ON N SIDE OF HWY., AND 2
 LA2009'FEET E OF STEEL WITNESS POST.
 LA2009'
 LA2009'AZIMUTH MARK STAMPED ADAMS F 2 IS STANDARD DOMED CAST BRONZE DISK
 LA2009'OF INDIANA HIGHWAY COMMISSION SURVEY SET IN TOP OF W WINGWALL OF
 LA2009'APPROX. 60-FOOT CONCRETE BRIDGE, 18 FEET N OF PAVEMENT CENTER LINE,
 LA2009'0.3 FOOT LOWER THAN SAME, AND 1.5 FEET SE OF THE TOP OF THE SLOPE
 LA2009'OF THE WINGWALL UP FROM THE NW.  THIS BRIDGE IS 0.1 MILE W OF THE
 LA2009'APPROX. 330-FOOT BRIDGE OVER THE WABASH RIVER.  MARK IS 0.25
 LA2009'MILE N 83 DEG 18 MIN E FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1798 ***********************************************************************
 KA1798  DESIGNATION -  LINTON
 KA1798  PID         -  KA1798
 KA1798  STATE/COUNTY-  IN/GREENE
 KA1798  COUNTRY     -  US
 KA1798  USGS QUAD   -  LINTON (2019)
 KA1798
 KA1798                         *CURRENT SURVEY CONTROL
 KA1798  ______________________________________________________________________
 KA1798* NAD 83(1997) POSITION- 39 02 22.08118(N) 087 10 02.77550(W)   ADJUSTED
 KA1798* NAVD 88 ORTHO HEIGHT -   163.    (meters)      535.    (feet) SCALED
 KA1798  ______________________________________________________________________
 KA1798  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 KA1798  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 KA1798  HORZ ORDER      -  FIRST
 KA1798
 KA1798.The horizontal coordinates were established by classical geodetic methods
 KA1798.and adjusted by the National Geodetic Survey in May 1999.
 KA1798
 KA1798.The orthometric height was scaled from a topographic map.
 KA1798
 KA1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1798.GEOID18 height accuracy estimate available here.
 KA1798
 KA1798.Click photographs - Photos may exist for this station.
 KA1798
 KA1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1798
 KA1798. The following values were computed from the NAD 83(1997) position.
 KA1798
 KA1798;                    North         East     Units Scale Factor Converg.
 KA1798;SPC IN W     -   420,880.974   892,718.638   MT  0.99996732   -0 03 10.7
 KA1798;SPC IN W     - 1,380,840.33  2,928,861.06   sFT  0.99996732   -0 03 10.7
 KA1798;UTM  16      - 4,321,169.629   485,509.335   MT  0.99960259   -0 06 19.7
 KA1798
 KA1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1798!SPC IN W     -   0.99997955  x   0.99996732  =   0.99994687
 KA1798!UTM  16      -   0.99997955  x   0.99960259  =   0.99958215
 KA1798
 KA1798:                Primary Azimuth Mark                     Grid Az
 KA1798:SPC IN W     -  JERICHO                                  269 53 03.1
 KA1798:UTM  16      -  JERICHO                                  269 56 12.1
 KA1798
 KA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8550921169(NAD 83)
 KA1798
 KA1798|---------------------------------------------------------------------|
 KA1798| PID    Reference Object                     Distance      Geod. Az  |
 KA1798|                                                           dddmmss.s |
 KA1798| CM3054 LINTON RM 4                          31.315 METERS 11344     |
 KA1798| CM3051 LINTON RM 1                          31.419 METERS 12954     |
 KA1798| CM3050 LINTON AZ MK                                       1761547.0 |
 KA1798| CM3052 LINTON RM 2                          37.353 METERS 22838     |
 KA1798| KA1805 JERICHO                             APPROX.13.8 KM 2694952.4 |
 KA1798| KA1804 DUGGER MUNICIPAL TANK               APPROX. 8.5 KM 2940216.6 |
 KA1798| CM3053 LINTON RM 3                          32.004 METERS 34551     |
 KA1798| KA1797 LINTON MUNICIPAL TANK                35.357 METERS 35842     |
 KA1798|---------------------------------------------------------------------|
 KA1798
 KA1798                          SUPERSEDED SURVEY CONTROL
 KA1798
 KA1798  NAD 83(1986)-  39 02 22.08777(N)    087 10 02.77151(W) AD(       ) 1
 KA1798  NAD 27      -  39 02 21.92780(N)    087 10 02.73320(W) AD(       ) 1
 KA1798
 KA1798.Superseded values are not recommended for survey control.
 KA1798
 KA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1798.See file dsdata.pdf to determine how the superseded data were derived.
 KA1798
 KA1798_MARKER: DS = TRIANGULATION STATION DISK
 KA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1798_STAMPING: LINTON 1934
 KA1798_MARK LOGO: CGS
 KA1798_PROJECTION: RECESSED 20 CENTIMETERS
 KA1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1798+STABILITY: SURFACE MOTION
 KA1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1798+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 KA1798
 KA1798  HISTORY     - Date     Condition        Report By
 KA1798  HISTORY     - 1934     MONUMENTED       CGS
 KA1798  HISTORY     - 1947     GOOD             CGS
 KA1798  HISTORY     - 1960     GOOD             PCC
 KA1798  HISTORY     - 1975     GOOD             NGS
 KA1798  HISTORY     - 20071025 GOOD             INDNR
 KA1798  HISTORY     - 20130214 GOOD             LNDMRK
 KA1798
 KA1798                          STATION DESCRIPTION
 KA1798
 KA1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 KA1798'STATION IS LOCATED ON PROPERTY BELONGINGTO THE CITY AT THE PROPOSED
 KA1798'SITE FOR THE NEW WATER TANK, ON F STREET N.W., OPPOSITE THE END
 KA1798'OF FIRST STREET NW.
 KA1798'
 KA1798'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYSIN BUSINESS
 KA1798'DISTRICT, GO NORTH-NORTHEAST ON MAIN STREET FOR 0.3 MILE, TURN
 KA1798'LEFT ON F STREET AND GO 1 BLOCK WEST-NORTHWEST. STATION IS 57 FEET
 KA1798'NORTH OF CENTER LINE OF F STREET.
 KA1798'
 KA1798'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISK SET IN
 KA1798'CONCRETE.
 KA1798'
 KA1798'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN A CONCRETE CURB,
 KA1798'11.0 FEET SOUTH OF CENTER LINE OF F STREET AND 43 FEET EAST OF
 KA1798'THE CENTER LINE OF FIRST STREET.
 KA1798'
 KA1798'REFERENCE MARK NO. 2 IS SOUTH -SOUTHWEST OF STATION, 171.62 FEET
 KA1798'WEST-SOUTHWEST OF REFERENCE MARK NO. 1, AND IS SET IN SIDEWALK
 KA1798'ON SOUTH SIDE OF F STREET.
 KA1798'
 KA1798'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 40 FEET SOUTH-SOUTHEAST
 KA1798'OF CORNER OF D STREET, AND IS SET IN CONCRETE CURB, 20 FEET
 KA1798'EAST OF CENTER LINE OF FIRST STREET.
 KA1798'
 KA1798'A 103-FOOT TOWER REQUIRED.
 KA1798'
 KA1798'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 KA1798
 KA1798                          STATION RECOVERY (1947)
 KA1798
 KA1798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1798'STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1934. THE STATION
 KA1798'MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 KA1798'HOWEVER REFERENCE MARK NO. 1 WAS OBSTRUCTED BY GROWTH OF TREES AND NO
 KA1798'MEASUREMENT OR DIRECTION COULD BE MADE. A NEW REFERENCE MARK
 KA1798'WAS SET BY THIS PARTY. NO ORIGINIAL DESCRIPTION WAS AVAILABLE AT THE
 KA1798'TIME THIS PARTY OCCUPIED THIS STATION AND THE AZIMUTH MARK
 KA1798'WAS NOT RECOVERED. NO AZIMUTH MARK WAS SET BY THIS PARTY AS NO
 KA1798'SUITABLE LOCATION COULD BE FOUND. SURFACE UNDERGROUND, AND
 KA1798'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KA1798'VARIATIONS SHOWN BELOW WERE FOUND
 KA1798'IN DISTANCES AND DIRECTIONS TO MARKS. OTHERWISE THE ORIGINAL
 KA1798'DESCRIPTION IS ADEQUATE. A COMPLETE DESCRIPTION FOLLOWS-
 KA1798'
 KA1798'STATION IS LOCATED IN THE NORTHERN PART OF LINTON ON THE SOUTHERN
 KA1798'EDGE OF THE CITY MUNICIPAL WATER COMPANY LOT. IT IS 56 FEET NORTH
 KA1798'OF THE CENTERLINE OF F STREET, 32 FEET EAST OF THE WESTERN EDGE OF
 KA1798'THE LOT, AND 21 FEET WEST OF THE EASTERN EDGE OF THE LOT. THE
 KA1798'MARK IS 8 INCHES UNDERGROUND, SET IN THE BOTTOM OF A CONCRETE
 KA1798'CYLINDER, AND THE DISK IS STAMPED LINTON 1934.
 KA1798'
 KA1798'REFERENCE MARK NO. 2 IS 122.55 FEET SOUTH-SOUTHWEST OF THE STATION,
 KA1798'24 FEET SOUTH OF THE CENTERLINE OF F STREET, AND 19 FEET NORTH OF
 KA1798'MRS. ETHYL SINDONS HOUSE. THE MARK IS FLUSH WITH THE SIDE WALK, AND
 KA1798'THE DISK IS STAMPED LINTON NO.  2 1934.
 KA1798'
 KA1798'REFERENCE MARK NO. 3 IS 105.00 FEET NORTH-NORTHWEST OF THE STATION,
 KA1798'SET IN THE BASE OF THE SOUTHWEST LEG OF THE LINTON MUNICIPAL
 KA1798'WATER TANK. THE MARK IS FLUSH WITH THE CONCRETE, AND THE DISK IS
 KA1798'STAMPED LINTON NO 3 1947.
 KA1798'
 KA1798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND 59 IN
 KA1798'LINTON, GO NORTH ON MAIN STREET FOR 0.35 MILE TO F. STREET HERE
 KA1798'TURN LEFT AND GO 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KA1798
 KA1798                          STATION RECOVERY (1960)
 KA1798
 KA1798'RECOVERY NOTE BY PEABODY COAL COMPANY 1960 (RES)
 KA1798'STATION AND REFERENCE MARKS FOUND AS DESCRIBED BY POPPER IN 1947. THE
 KA1798'AZIMUTH MARK FOUND AS DESCRIBED.
 KA1798
 KA1798                          STATION RECOVERY (1975)
 KA1798
 KA1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KA1798'THE STATION MARK, REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK WERE
 KA1798'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED WHEN A NEW
 KA1798'SIDE WALK WAS PUT IN.  HOWEVER REFERENCE MARK 1 IS NOT VISIBLE DUE
 KA1798'TO A VERY LARGE TREE ON LINE.  REFERENCE MARK 4 WAS SET AND
 KA1798'OBSERVED.  THE DISTANCE TO REFERENCE MARK 3 CHECKED THE 1947
 KA1798'MEASUREMENT.  THERE WAS NO WAY TO CHECK THE 1947 DIRECTION TO
 KA1798'REFERENCE MARK 3 AS NO DATA WAS AVAILABLE.
 KA1798'
 KA1798'STATION IS LOCATED AT THE NORTHERN PART OF LINTON ON THE SOUTHERN
 KA1798'EDGE OF THE LINTON CITY MUNICIPAL WATER COMPANY LOT AND JUST SOUTH
 KA1798'OF THE CITY WATER TANK.  IT IS 57 FEET NORTH OF THE CENTERLINE OF F
 KA1798'STREET, 34 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND
 KA1798'6 FEET NORTHWEST OF A 34 INCH TREE.  THE MONUMENT IS UNDERGROUND
 KA1798'6 INCHES AND THE DISK STAMPED LINTON 1934.
 KA1798'
 KA1798'REFERENCE MARK 1 IS 11 FEET SOUTH OF THE CENTERLINE OF F STREET AND
 KA1798'43 FEET EAST OF THE CENTERLINE OF FIRST STREET.  THE DISK IS
 KA1798'CEMENTED IN A DRILL HOLE IN THE SOUTH CURBING OF F STREET AND
 KA1798'STAMPED LINTON NO 1 1934.
 KA1798'
 KA1798'REFERENCE MARK 3 DISK IS CEMENTED IN A DRILL HOLE IN THE BASE OF THE
 KA1798'SOUTHWEST LEG OF THE WATER TANK.  IT IS STAMPED LINTON NO 3 1947.
 KA1798'
 KA1798'REFERENCE MARK 4 IS 61 FEET EAST OF THE CENTERLINE OF FIRST STREET,
 KA1798'36 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 16 FEET NORTH OF
 KA1798'THE CENTERLINE OF F STREET.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 KA1798'THE NORTH CURBING OF F STREET AND IS STAMPED LINTON 1934 NO 4 1975.
 KA1798'
 KA1798'AZIMUTH MARK IS 57 FEET SOUTH OF THE CENTERLINE OF D STREET AND 13
 KA1798'FEET EAST OF THE CENTERLINE OF FIRST STREET.  THE DISK IS CEMENTED
 KA1798'IN A DRILL HOLE IN THE EAST CURBING OF FIRST STREET AND STAMPED
 KA1798'LINTON AZI 1934.
 KA1798'
 KA1798'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FIRST STREET
 KA1798'FOR 0.15 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 KA1798'
 KA1798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINTON.
 KA1798
 KA1798                          STATION RECOVERY (2007)
 KA1798
 KA1798'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (BC)
 KA1798'RECOVERED IN GOOD CONDITION.
 KA1798
 KA1798                          STATION RECOVERY (2013)
 KA1798
 KA1798'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2013 (DLH)
 KA1798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4652 ***********************************************************************
 DM4652  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4652  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4652  DESIGNATION -  LINTON CORS ARP
 DM4652  CORS_ID     -  INLN
 DM4652  PID         -  DM4652
 DM4652  STATE/COUNTY-  IN/GREENE
 DM4652  COUNTRY     -  US
 DM4652  USGS QUAD   -  LINTON (2019)
 DM4652
 DM4652                         *CURRENT SURVEY CONTROL
 DM4652  ______________________________________________________________________
 DM4652* NAD 83(2011) POSITION- 39 01 46.98716(N) 087 09 12.11426(W)   ADJUSTED
 DM4652* NAD 83(2011) ELLIP HT-   129.439 (meters)        (04/??/25)   ADJUSTED
 DM4652* NAD 83(2011) EPOCH   -  2010.00
 DM4652* NAVD 88 ORTHO HEIGHT -   161.98  (meters)      531.4   (feet) GPS OBS
 DM4652  ______________________________________________________________________
 DM4652  GEOID HEIGHT    -        -32.538 (meters)                     GEOID18
 DM4652  NAD 83(2011) X  -    246,394.157 (meters)                     COMP
 DM4652  NAD 83(2011) Y  - -4,955,228.867 (meters)                     COMP
 DM4652  NAD 83(2011) Z  -  3,994,961.985 (meters)                     COMP
 DM4652
 DM4652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4652  Standards:
 DM4652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4652  -------------------------------------------------------------------
 DM4652  NETWORK    0.07   0.08           0.03   0.03   0.04     -0.33566600
 DM4652  -------------------------------------------------------------------
 DM4652
 DM4652.The coordinates were established by GPS observations
 DM4652.and adjusted by the National Geodetic Survey in April 2025.
 DM4652
 DM4652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4652.been affixed to the stable North American Tectonic Plate. 
 DM4652
 DM4652.The coordinates are valid at the epoch date displayed above
 DM4652.which is a decimal equivalence of Year/Month/Day.
 DM4652
 DM4652.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4652.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4652.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4652.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4652.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4652.published epoch of 2010.00.
 DM4652
 DM4652.Additional information on MYCS is available at:
 DM4652.https://geodesy.noaa.gov/CORS/index.shtml
 DM4652
 DM4652.The orthometric height was determined by GPS observations and a
 DM4652.high-resolution geoid model using precise GPS observation and
 DM4652.processing techniques.
 DM4652
 DM4652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4652.GEOID18 height accuracy estimate available here.
 DM4652
 DM4652.The PID for the CORS L1 Phase Center is DS2877.
 DM4652
 DM4652.Click photographs - Photos may exist for this station.
 DM4652
 DM4652.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4652
 DM4652.The ellipsoidal height was determined by GPS observations
 DM4652.and is referenced to NAD 83.
 DM4652
 DM4652. The following values were computed from the NAD 83(2011) position.
 DM4652
 DM4652;                    North         East     Units Scale Factor Converg.
 DM4652;SPC IN W     -   419,797.755   893,936.143   MT  0.99996712   -0 02 38.8
 DM4652;SPC IN W     - 1,377,286.47  2,932,855.50   sFT  0.99996712   -0 02 38.8
 DM4652;UTM  16      - 4,320,085.691   486,725.403   MT  0.99960217   -0 05 47.7
 DM4652
 DM4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4652!SPC IN W     -   0.99997969  x   0.99996712  =   0.99994681
 DM4652!UTM  16      -   0.99997969  x   0.99960217  =   0.99958187
 DM4652
 DM4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8672520085(NAD 83)
 DM4652
 DM4652                          SUPERSEDED SURVEY CONTROL
 DM4652
 DM4652  NAD 83(2011)-  39 01 46.98726(N)    087 09 12.11431(W) AD(2010.00) c
 DM4652  ELLIP H (06/??/19)  129.439  (m)                       GP(2010.00) c c
 DM4652  NAD 83(2011)-  39 01 46.98730(N)    087 09 12.11430(W) AD(2010.00) c
 DM4652  ELLIP H (08/??/11)  129.431  (m)                       GP(2010.00) c c
 DM4652  NAD 83(CORS)-  39 01 46.98771(N)    087 09 12.11518(W) AD(2002.00) c
 DM4652  ELLIP H (12/??/10)  129.413  (m)                       GP(2002.00) c c
 DM4652
 DM4652.Superseded values are not recommended for survey control.
 DM4652
 DM4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4652.See file dsdata.pdf to determine how the superseded data were derived.
 DM4652
 DM4652_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4652
 DM4652                          STATION DESCRIPTION
 DM4652
 DM4652'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4652'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4652'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4652'AND LOG FILES ACCESSIBLE AT:
 DM4652'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1797 ***********************************************************************
 KA1797  DESIGNATION -  LINTON MUNICIPAL TANK
 KA1797  PID         -  KA1797
 KA1797  STATE/COUNTY-  IN/GREENE
 KA1797  COUNTRY     -  US
 KA1797  USGS QUAD   -  LINTON (2019)
 KA1797
 KA1797                         *CURRENT SURVEY CONTROL
 KA1797  ______________________________________________________________________
 KA1797* NAD 83(1997) POSITION- 39 02 23.22744(N) 087 10 02.80892(W)   ADJUSTED
 KA1797  ______________________________________________________________________
 KA1797  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 KA1797  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 KA1797  HORZ ORDER      -  THIRD
 KA1797
 KA1797.The horizontal coordinates were established by classical geodetic methods
 KA1797.and adjusted by the National Geodetic Survey in May 1999.
 KA1797
 KA1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1797.GEOID18 height accuracy estimate available here.
 KA1797
 KA1797.Click photographs - Photos may exist for this station.
 KA1797
 KA1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1797
 KA1797. The following values were computed from the NAD 83(1997) position.
 KA1797
 KA1797;                    North         East     Units Scale Factor Converg.
 KA1797;SPC IN W     -   420,916.322   892,717.867   MT  0.99996732   -0 03 10.7
 KA1797;SPC IN W     - 1,380,956.30  2,928,858.54   sFT  0.99996732   -0 03 10.7
 KA1797;UTM  16      - 4,321,204.964   485,508.597   MT  0.99960259   -0 06 19.7
 KA1797
 KA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8550821204(NAD 83)
 KA1797
 KA1797                          SUPERSEDED SURVEY CONTROL
 KA1797
 KA1797  NAD 83(1986)-  39 02 23.23402(N)    087 10 02.80493(W) AD(       ) 3
 KA1797  NAD 27      -  39 02 23.07400(N)    087 10 02.76700(W) AD(       ) 3
 KA1797
 KA1797.Superseded values are not recommended for survey control.
 KA1797
 KA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1797.See file dsdata.pdf to determine how the superseded data were derived.
 KA1797
 KA1797_MARKER: 53 = ELEVATED TANK
 KA1797
 KA1797  HISTORY     - Date     Condition        Report By
 KA1797  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1797  HISTORY     - 1957     GOOD             CGS
 KA1797
 KA1797                          STATION DESCRIPTION
 KA1797
 KA1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1797'THIS IS AN INTERSECTION STATION.
 KA1797'
 KA1797'THE STATION IS LOCATED IN THE NORTHERN PART OF LINTON ON PROPERTY
 KA1797'OWNED BY THE CITY OF LINTON. IT IS A 6-LEGGED STEEL STRUCTURE,
 KA1797'ABOUT 130 FEET HIGH, AND PAINTED SILVER.
 KA1797'
 KA1797'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 KA1797
 KA1797                          STATION RECOVERY (1957)
 KA1797
 KA1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1797'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 KA1797'ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2557 ***********************************************************************
 JZ2557  DESIGNATION -  LINVILLE AZ MK
 JZ2557  PID         -  JZ2557
 JZ2557  STATE/COUNTY-  IN/SHELBY
 JZ2557  COUNTRY     -  US
 JZ2557  USGS QUAD   -  MORRISTOWN (2019)
 JZ2557
 JZ2557                         *CURRENT SURVEY CONTROL
 JZ2557  ______________________________________________________________________
 JZ2557* NAD 83(1986) POSITION- 39 38 08.     (N) 085 39 57.     (W)   SCALED
 JZ2557* NAVD 88 ORTHO HEIGHT -   273.939 (meters)      898.75  (feet) ADJUSTED
 JZ2557  ______________________________________________________________________
 JZ2557  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2557  DYNAMIC HEIGHT  -        273.779 (meters)      898.22  (feet) COMP
 JZ2557  MODELED GRAVITY -    980,033.3   (mgal)                       NAVD 88
 JZ2557
 JZ2557  VERT ORDER      -  SECOND    CLASS 0
 JZ2557
 JZ2557.The horizontal coordinates were scaled from a map and have
 JZ2557.an estimated accuracy of +/- 6 seconds.
 JZ2557
 JZ2557.The orthometric height was determined by differential leveling and
 JZ2557.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2557.in June 1991.
 JZ2557
 JZ2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2557.GEOID18 height accuracy estimate available here.
 JZ2557
 JZ2557.Click photographs - Photos may exist for this station.
 JZ2557
 JZ2557.The dynamic height is computed by dividing the NAVD 88
 JZ2557.geopotential number by the normal gravity value computed on the
 JZ2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2557.degrees latitude (g = 980.6199 gals.).
 JZ2557
 JZ2557.The modeled gravity was interpolated from observed gravity values.
 JZ2557
 JZ2557;                    North         East    Units  Estimated Accuracy
 JZ2557;SPC IN E     -   487,050.      100,070.      MT  (+/- 180 meters Scaled)
 JZ2557
 JZ2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ144881(NAD 83)
 JZ2557
 JZ2557                          SUPERSEDED SURVEY CONTROL
 JZ2557
 JZ2557  NGVD 29 (??/??/92)  274.059  (m)          899.14   (f) ADJ UNCH    2 0
 JZ2557
 JZ2557.Superseded values are not recommended for survey control.
 JZ2557
 JZ2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2557.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2557
 JZ2557_MARKER: DZ = AZIMUTH MARK DISK
 JZ2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2557_STAMPING: LINVILLE 1939
 JZ2557_MARK LOGO: CGS
 JZ2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2557+STABILITY: SURFACE MOTION
 JZ2557
 JZ2557  HISTORY     - Date     Condition        Report By
 JZ2557  HISTORY     - 1939     MONUMENTED       CGS
 JZ2557  HISTORY     - 1947     GOOD             CGS
 JZ2557  HISTORY     - 1969     GOOD             CGS
 JZ2557
 JZ2557                          STATION DESCRIPTION
 JZ2557
 JZ2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2557'5.8 MI SE FROM MORRISTOWN.
 JZ2557'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2557'BUILDING AT MORRISTOWN, THENCE 3.1 MILES SOUTH, 1.1 MILE EAST
 JZ2557'AND 0.75 MILE NORTH ALONG GRAVEL ROADS TO THE EDWARD EVANS
 JZ2557'FARM AND THE SITE OF THE MARK.  THE MARK IS ABOUT 0.75 MILE
 JZ2557'NORTH OF THE STATION, 71 FEET EAST OF THE NORTH-SOUTH ROAD, 45
 JZ2557'FEET SOUTH OF THE SOUTHEAST CORNER OF A RED BRICK MILK HOUSE,
 JZ2557'54 FEET EAST OF THE SOUTHWEST CORNER OF THE BARNYARD FENCE, 4
 JZ2557'FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 JZ2557'A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 JZ2557
 JZ2557                          STATION RECOVERY (1969)
 JZ2557
 JZ2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JZ2557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2556 ***********************************************************************
 JZ2556  DESIGNATION -  LINVILLE RESET
 JZ2556  PID         -  JZ2556
 JZ2556  STATE/COUNTY-  IN/SHELBY
 JZ2556  COUNTRY     -  US
 JZ2556  USGS QUAD   -  MORRISTOWN (2019)
 JZ2556
 JZ2556                         *CURRENT SURVEY CONTROL
 JZ2556  ______________________________________________________________________
 JZ2556* NAD 83(1997) POSITION- 39 37 32.34751(N) 085 39 58.47659(W)   ADJUSTED
 JZ2556* NAVD 88 ORTHO HEIGHT -   281.22  (meters)      922.6   (feet) RESET
 JZ2556  ______________________________________________________________________
 JZ2556  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ2556  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 JZ2556  HORZ ORDER      -  FIRST
 JZ2556  VERT ORDER      -  THIRD
 JZ2556
 JZ2556.The horizontal coordinates were established by classical geodetic methods
 JZ2556.and adjusted by the National Geodetic Survey in May 1999.
 JZ2556
 JZ2556.The orthometric height was computed from unverified reset data.
 JZ2556
 JZ2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2556.GEOID18 height accuracy estimate available here.
 JZ2556
 JZ2556.Click photographs - Photos may exist for this station.
 JZ2556
 JZ2556.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2556
 JZ2556. The following values were computed from the NAD 83(1997) position.
 JZ2556
 JZ2556;                    North         East     Units Scale Factor Converg.
 JZ2556;SPC IN E     -   485,954.785   100,036.331   MT  0.99996667   +0 00 01.0
 JZ2556;SPC IN E     - 1,594,336.66    328,202.53   sFT  0.99996667   +0 00 01.0
 JZ2556;UTM  16      - 4,387,059.419   614,470.262   MT  0.99976132   +0 51 02.6
 JZ2556
 JZ2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2556!SPC IN E     -   0.99996121  x   0.99996667  =   0.99992788
 JZ2556!UTM  16      -   0.99996121  x   0.99976132  =   0.99972254
 JZ2556
 JZ2556:                Primary Azimuth Mark                     Grid Az
 JZ2556:SPC IN E     -  LINVILLE AZ MK RESET                     001 38 19.8
 JZ2556:UTM  16      -  LINVILLE AZ MK RESET                     000 47 18.2
 JZ2556
 JZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1447087059(NAD 83)
 JZ2556
 JZ2556|---------------------------------------------------------------------|
 JZ2556| PID    Reference Object                     Distance      Geod. Az  |
 JZ2556|                                                           dddmmss.s |
 JZ2556| CC8808 LINVILLE AZ MK RESET                               0013820.8 |
 JZ2556| JZ2557 LINVILLE AZ MK                                     0015046.3 |
 JZ2556| JZ2724 LINVILLE RM 1                        30.145 METERS 14922     |
 JZ2556| JZ3388 SHELBYVILLE IND PUB SERV STK        APPROX.14.0 KM 2204541.9 |
 JZ2556| JZ2554 LINVILLE RM 2                        30.129 METERS 28346     |
 JZ2556| JZ3387 MORRISTOWN MUNICIPAL TANK           APPROX. 5.8 KM 3354823.8 |
 JZ2556|---------------------------------------------------------------------|
 JZ2556
 JZ2556                          SUPERSEDED SURVEY CONTROL
 JZ2556
 JZ2556  NAD 83(1995)-  39 37 32.34603(N)    085 39 58.48777(W) AD(       ) 1
 JZ2556  NAD 83(1986)-  39 37 32.34645(N)    085 39 58.49077(W) AD(       ) 1
 JZ2556  NAD 27      -  39 37 32.18000(N)    085 39 58.57700(W) AD(       ) 1
 JZ2556  NGVD 29 (??/??/??)  280.96   (m)          921.8    (f) RESET       3  
 JZ2556
 JZ2556.Superseded values are not recommended for survey control.
 JZ2556
 JZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2556.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2556
 JZ2556_MARKER: DS = TRIANGULATION STATION DISK
 JZ2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2556_STAMPING: LINVILLE 1939 1969
 JZ2556_MARK LOGO: CGS
 JZ2556_PROJECTION: FLUSH
 JZ2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2556+STABILITY: SURFACE MOTION
 JZ2556
 JZ2556  HISTORY     - Date     Condition        Report By
 JZ2556  HISTORY     - 1969     MONUMENTED       CGS
 JZ2556  HISTORY     - 1969     GOOD             CGS
 JZ2556
 JZ2556                          STATION DESCRIPTION
 JZ2556
 JZ2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JZ2556'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 JZ2556'WERE FOUND IN GOOD CONDITION. THE SURFACE STATION MARK WAS FOUND
 JZ2556'UPROOTED BY ROAD EQUIPMENT AND WAS RESET HOLDING THE UNDERGROUND
 JZ2556'POINT. THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND WAS LEFT INTACT. AN
 JZ2556'AZIMUTH MARK 2 WAS SET. THE DIRECTION TO THE REFERENCE MARKS CHECKED
 JZ2556'BUT THE DISTANCE WAS FOUND TO BE IN ERROR TO BOTH MARKS. A NEW
 JZ2556'DESCRIPTION FOLLOWS.
 JZ2556'
 JZ2556'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF GWYNVILLE, ON
 JZ2556'THE PROPERTY OF MR. J. ANDREW DOWNING, 42 FEET SOUTH OF THE CENTERLINE
 JZ2556'OF A PAVED ROAD, 50 FEET WEST OF A FENCE CORNER, 81 FEET NORTHWEST OF
 JZ2556'THE NORTHEAST CORNER OF A BARN, 75 FEET NORTH OF THE NORTHWEST CORNER
 JZ2556'OF THE BARN. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LINVILLE
 JZ2556'1939 1969.
 JZ2556'
 JZ2556'TO REACH FROM THE INTERSECTION OF N MORRISTOWN RD AND US 52  IN
 JZ2556'MORRISTOWN, GO EAST ON US 52 FOR 1.8 MI TO AN INTERSECTION.  TURN
 JZ2556'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR ABOUT 2.0 MILES TO THE
 JZ2556'1939 AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON THE ROAD FOR 0.3
 JZ2556'MILES TO THE NO. 2 AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH FOR 0.4
 JZ2556'MILES TO A T-ROAD INTERSECTION AND THE STATION.
 JZ2556'
 JZ2556'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 JZ2556'BARN, 39 FEET NORTHEAST OF THE SOUTHEAST CORNER, , 1 FOOT WEST OF THE
 JZ2556'FENCE AND 128 FEET SOUTH OF THE CENTERLINE OF THE ROAD. THE MONUMENT
 JZ2556'PROJECTS 3 INCHES AND THE DISK IS STAMPED LINVILLE NO 1 1939.
 JZ2556'
 JZ2556'REFERENCE MARK 2 IS 9 FEET SOUTHWEST OF A POWER POLE, 20 FEET EAST OF
 JZ2556'THE CENTERLINE OF A DRIVEWAY, 74 FEET NORTHEAST OF THE NORTHEAST
 JZ2556'CORNER OF A BRICK HOUSE AND 18 FEET SOUTH OF THE CENTERLINE OF THE
 JZ2556'ROAD. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED LINVILLE
 JZ2556'NO 2 1939.
 JZ2556'
 JZ2556'THE 1939 AZIMUTH MARK IS 65 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JZ2556'40 FEET SOUTH OF A RED TILE MILK HOUSE AND 2 FEET EAST OF A FENCE
 JZ2556'CORNER. THE MONUEMENT 6 INCHES AND THE DISK IS STAMPED LINVILLE 1939.
 JZ2556'
 JZ2556'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED LINVILLE NO 2 1939
 JZ2556'1969,SET IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE HEADWALL. 2
 JZ2556'FEET ABOVE THE ROAD, 10 FEET EAST OF CENTERLINE OF ROAD AND 7 FEET
 JZ2556'WEST OF A FENCE.
 JZ2556'
 JZ2556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES FROM
 JZ2556'MORRISTOWN.
 JZ2556'
 JZ2556'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JZ2556
 JZ2556                          STATION RECOVERY (1969)
 JZ2556
 JZ2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JZ2556'3 MI SE FROM MORRISTOWN.
 JZ2556'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2556'IN MORRISTOWN, THENCE 3.1 MILES SOUTH ALONG PAVED ROAD, THENCE
 JZ2556'1.1 MILES EAST ALONG PAVED ROAD TO THE J ANDREW DOWNING FARM ON
 JZ2556'THE RIGHT, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 50
 JZ2556'FEET WEST OF A FENCE CORNER, 81 FEET NORTHWEST OF THE NORTHEAST
 JZ2556'CORNER OF BARN AND 75 FEET NORTH OF THE NORTHWEST CORNER.  SET
 JZ2556'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2554 ***********************************************************************
 JZ2554  DESIGNATION -  LINVILLE RM 2
 JZ2554  PID         -  JZ2554
 JZ2554  STATE/COUNTY-  IN/SHELBY
 JZ2554  COUNTRY     -  US
 JZ2554  USGS QUAD   -  MORRISTOWN (2019)
 JZ2554
 JZ2554                         *CURRENT SURVEY CONTROL
 JZ2554  ______________________________________________________________________
 JZ2554* NAD 83(1986) POSITION- 39 37 32.58   (N) 085 39 59.70   (W)   HD_HELD1
 JZ2554* NAVD 88 ORTHO HEIGHT -   281.597 (meters)      923.87  (feet) ADJUSTED
 JZ2554  ______________________________________________________________________
 JZ2554  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ2554  DYNAMIC HEIGHT  -        281.431 (meters)      923.33  (feet) COMP
 JZ2554  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 JZ2554
 JZ2554  VERT ORDER      -  SECOND    CLASS 0
 JZ2554
 JZ2554.The horizontal coordinates were determined by differentially corrected
 JZ2554.hand held GPS observations or other comparable positioning techniques
 JZ2554.and have an estimated accuracy of +/- 3 meters.
 JZ2554
 JZ2554.The orthometric height was determined by differential leveling and
 JZ2554.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2554.in June 1991.
 JZ2554
 JZ2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2554.GEOID18 height accuracy estimate available here.
 JZ2554
 JZ2554.Click photographs - Photos may exist for this station.
 JZ2554
 JZ2554.The dynamic height is computed by dividing the NAVD 88
 JZ2554.geopotential number by the normal gravity value computed on the
 JZ2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2554.degrees latitude (g = 980.6199 gals.).
 JZ2554
 JZ2554.The modeled gravity was interpolated from observed gravity values.
 JZ2554
 JZ2554;                    North         East    Units  Estimated Accuracy
 JZ2554;SPC IN E     -   485,962.0     100,007.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2554
 JZ2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1444087066(NAD 83)
 JZ2554
 JZ2554                          SUPERSEDED SURVEY CONTROL
 JZ2554
 JZ2554  NGVD 29 (??/??/92)  281.716  (m)          924.26   (f) ADJ UNCH    2 0
 JZ2554
 JZ2554.Superseded values are not recommended for survey control.
 JZ2554
 JZ2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2554.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2554
 JZ2554_MARKER: DR = REFERENCE MARK DISK
 JZ2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2554_STAMPING: LINEVILLE NO 2 1939
 JZ2554_MARK LOGO: CGS
 JZ2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2554+STABILITY: SURFACE MOTION
 JZ2554
 JZ2554  HISTORY     - Date     Condition        Report By
 JZ2554  HISTORY     - 1939     MONUMENTED       CGS
 JZ2554  HISTORY     - 1947     GOOD             CGS
 JZ2554  HISTORY     - 1969     GOOD             CGS
 JZ2554
 JZ2554                          STATION DESCRIPTION
 JZ2554
 JZ2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2554'5 MI SE FROM MORRISTOWN.
 JZ2554'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2554'BUILDING AT MORRISTOWN, THENCE 3.1 MILES SOUTH ALONG A GRAVEL
 JZ2554'ROAD, THENCE 1.1 MILE EAST ALONG A GRAVEL ROAD TO THE CHARLES
 JZ2554'WOODYARD FARM AND THE SITE OF THE MARK.  THE MARK IS IN THE
 JZ2554'NORTHWEST CORNER OF THE BARNYARD, 19 FEET SOUTH OF THE CENTER
 JZ2554'LINE OF THE ROAD, 11.5 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 JZ2554'1 1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, 75 FEET NORTHEAST
 JZ2554'OF THE NORTHEAST CORNER OF THE BRICK FARM HOUSE, 20 FEET EAST
 JZ2554'OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 4 FEET WEST OF
 JZ2554'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE ROAD LEVEL AND SET IN
 JZ2554'THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 JZ2554
 JZ2554                          STATION RECOVERY (1969)
 JZ2554
 JZ2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JZ2554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2028 ***********************************************************************
 LA2028  DESIGNATION -  LION
 LA2028  PID         -  LA2028
 LA2028  STATE/COUNTY-  IN/WELLS
 LA2028  COUNTRY     -  US
 LA2028  USGS QUAD   -  LIBERTY CENTER (2019)
 LA2028
 LA2028                         *CURRENT SURVEY CONTROL
 LA2028  ______________________________________________________________________
 LA2028* NAD 83(1997) POSITION- 40 39 16.50842(N) 085 17 52.30256(W)   ADJUSTED
 LA2028* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2028  ______________________________________________________________________
 LA2028  GEOID HEIGHT    -        -34.041 (meters)                     GEOID18
 LA2028  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 LA2028  HORZ ORDER      -  SECOND
 LA2028
 LA2028.The horizontal coordinates were established by classical geodetic methods
 LA2028.and adjusted by the National Geodetic Survey in May 1999.
 LA2028
 LA2028.The orthometric height was scaled from a topographic map.
 LA2028
 LA2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2028.GEOID18 height accuracy estimate available here.
 LA2028
 LA2028.Click photographs - Photos may exist for this station.
 LA2028
 LA2028.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2028
 LA2028. The following values were computed from the NAD 83(1997) position.
 LA2028
 LA2028;                    North         East     Units Scale Factor Converg.
 LA2028;SPC IN E     -   600,266.416   131,189.881   MT  0.99997864   +0 14 25.0
 LA2028;SPC IN E     - 1,969,374.07    430,412.13   sFT  0.99997864   +0 14 25.0
 LA2028;UTM  16      - 4,501,806.738   643,900.387   MT  0.99985488   +1 06 32.9
 LA2028
 LA2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2028!SPC IN E     -   0.99996411  x   0.99997864  =   0.99994275
 LA2028!UTM  16      -   0.99996411  x   0.99985488  =   0.99981899
 LA2028
 LA2028:                Primary Azimuth Mark                     Grid Az
 LA2028:SPC IN E     -  LION AZ MK                               266 14 06.2
 LA2028:UTM  16      -  LION AZ MK                               265 21 58.3
 LA2028
 LA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4390001806(NAD 83)
 LA2028
 LA2028|---------------------------------------------------------------------|
 LA2028| PID    Reference Object                     Distance      Geod. Az  |
 LA2028|                                                           dddmmss.s |
 LA2028| LA0957 J 216                                28.357 METERS 08819     |
 LA2028| CC8811 LION RM 3                            23.988 METERS 19924     |
 LA2028| CC8810 LION RM 1                            24.089 METERS 20014     |
 LA2028| CC8809 LION AZ MK                                         2662831.2 |
 LA2028|---------------------------------------------------------------------|
 LA2028
 LA2028                          SUPERSEDED SURVEY CONTROL
 LA2028
 LA2028  NAD 83(1995)-  40 39 16.50796(N)    085 17 52.31320(W) AD(       ) 2
 LA2028  NAD 83(1986)-  40 39 16.51103(N)    085 17 52.31730(W) AD(       ) 2
 LA2028  NAD 27      -  40 39 16.33840(N)    085 17 52.43320(W) AD(       ) 2
 LA2028
 LA2028.Superseded values are not recommended for survey control.
 LA2028
 LA2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2028.See file dsdata.pdf to determine how the superseded data were derived.
 LA2028
 LA2028_MARKER: DS = TRIANGULATION STATION DISK
 LA2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2028_STAMPING: LION 1955
 LA2028_MARK LOGO: CGS
 LA2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2028+STABILITY: SURFACE MOTION
 LA2028
 LA2028  HISTORY     - Date     Condition        Report By
 LA2028  HISTORY     - 1955     MONUMENTED       CGS
 LA2028  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LA2028
 LA2028                          STATION DESCRIPTION
 LA2028
 LA2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2028'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 118, ABOUT
 LA2028'9 MILES SOUTHWEST OF BLUFFTON, 7 MILES NORTH OF MONTPELIER AND 7 MILES
 LA2028'EAST-SOUTHEAST OF WARREN.
 LA2028'
 LA2028'IT IS 51 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 37 FEET NORTH OF
 LA2028'THE CENTER OF STATE HIGHWAY 118, AND 2.5 FEET EAST OF A WHITE 4 IN BY
 LA2028'4 IN WITNESS POST.
 LA2028'
 LA2028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303 IN
 LA2028'MONTPELIER, GO NORTH ON STATE HIGHWAY 303 FOR 6.8 MILES TO THE
 LA2028'JUNCTION WITH STATE HIGHWAY 118, TURN LEFT (WEST) ON STATE HIGHWAY 118
 LA2028'FOR 1 MILE TO A SIDE ROAD ON THE RIGHT AND THE STATION AS DESCRIBED.
 LA2028'
 LA2028'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 LA2028'118 FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED BELOW.
 LA2028'
 LA2028'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LION 1955.
 LA2028'
 LA2028'REFERENCE MARK 1 IS 57 FEET EAST OF THE CENTER OF THE GRAVLED ROAD, 34
 LA2028'FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 1 FOOT NORTH OF A WIRE
 LA2028'FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LION NO 1
 LA2028'1955.
 LA2028'
 LA2028'BENCH MARK J 216 WAS USED AS REFERENCE MARK 2.  THE MARK IS 37 FEET
 LA2028'NORTH OF THE CENTER OF THE HIGHWAY, 16 FEET EAST OF A TELEPHONE POLE,
 LA2028'1 FOOT SOUTH OF A WIRE FENCE, AND 1 FOOT WEST OF A WHITE 4 IN BY 4 IN
 LA2028'WITNESS POST.  THE MARK IS A STANDARD USC AND GS BENCH MARK DISK
 LA2028'STAMPED J 216 1947 SET IN THE TOP OF A 10-INCH BY 10-INCH CONCRETE
 LA2028'POST THAT PROJECTS 3 INCHES.
 LA2028'
 LA2028'THE AZIMUTH MARK IS 54 FEET WEST OF A POWERLINE POLE, 36 FEET SOUTH OF
 LA2028'THE CENTER OF THE HIGHWAY, 2.5 FEET EAST-NORTHEAST OF A FENCE CORNER,
 LA2028'2 FEET EAST OF A WHITE 4 IN BY 4 IN WITNESS POST, AND 1 FOOT NORTH OF
 LA2028'A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 LA2028'LION 1955.
 LA2028'
 LA2028'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2028
 LA2028                          STATION RECOVERY (1977)
 LA2028
 LA2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2028'STATION MARK FOUND TILTED ABOUT 45 DEGREES TO THE EAST, REFERENCE MARK
 LA2028'1 FOUND LEANING TO THE SOUTH AND THE DISK MISSING.  BENCH MARK J 216
 LA2028'AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  THE STATION SURFACE
 LA2028'MARK WAS REMOVED AND THE UNDERGROUND MARK PLUMBED AND A NEW SURFACE
 LA2028'MARK SET.  REFERENCE MARK 3 SET ALSO.  THE DISTANCE TO BENCH MARK J
 LA2028'216 CHECKED, THE DIRECTION WAS LESS BY 1-MINUTE AND 45 SECONDS.  THE
 LA2028'DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL REFERENCE
 LA2028'POINTS ADDED.  STATE HIGHWAY 118 IS NOW STATE HIGHWAY 218.
 LA2028'
 LA2028'THE STATION IS 51 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 38
 LA2028'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 218 AND 1-FOOT WEST OF A
 LA2028'METAL WITNESS POST.  THE MARK PROJECTS 1-INCH AND THE DISK STAMPED
 LA2028'LION 1955 1977.
 LA2028'
 LA2028'REFERENCE MARK 3 IS 59 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 LA2028'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.5 FOOT EAST OF A
 LA2028'METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED LION 1955
 LA2028'NO 3 1977.
 LA2028'
 LA2028'BENCH MARK J 216 IS 43 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 LA2028'ROAD, 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1-FOOT SOUTH OF
 LA2028'A FENCELINE AND 1-FOOT EAST OF A METAL WITNESS POST.  THE MARK IS A
 LA2028'BENCH MARK DISK IN THE TOP OF A 10 X 10 INCH CONCRETE POST THAT
 LA2028'PROJECTS 3 INCHES AND STAMPED J 216 1947.
 LA2028'
 LA2028'THE AZIMUTH MARK IS 56 FEET WEST OF A POWER POLE, 36 FEET SOUTH OF THE
 LA2028'CENTERLINE OF THE HIGHWAY AND 3-FEET EAST OF A TELEPHONE POLE.  THE
 LA2028'MARK PROJECTS 8-INCHES AND THE DISK STAMPED LION 1955.
 LA2028'
 LA2028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHWEST OF
 LA2028'BLUFFTON.
 LA2028'
 LA2028'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1608 ***********************************************************************
 MD1608  DESIGNATION -  LISBON
 MD1608  PID         -  MD1608
 MD1608  STATE/COUNTY-  IN/NOBLE
 MD1608  COUNTRY     -  US
 MD1608  USGS QUAD   -  KENDALLVILLE (2019)
 MD1608
 MD1608                         *CURRENT SURVEY CONTROL
 MD1608  ______________________________________________________________________
 MD1608* NAD 83(1997) POSITION- 41 23 40.50115(N) 085 18 29.98383(W)   ADJUSTED
 MD1608* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 MD1608  ______________________________________________________________________
 MD1608  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 MD1608  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 MD1608  HORZ ORDER      -  THIRD
 MD1608
 MD1608.The horizontal coordinates were established by classical geodetic methods
 MD1608.and adjusted by the National Geodetic Survey in May 1999.
 MD1608
 MD1608.The orthometric height was scaled from a topographic map.
 MD1608
 MD1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1608.GEOID18 height accuracy estimate available here.
 MD1608
 MD1608.Click photographs - Photos may exist for this station.
 MD1608
 MD1608.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1608
 MD1608. The following values were computed from the NAD 83(1997) position.
 MD1608
 MD1608;                    North         East     Units Scale Factor Converg.
 MD1608;SPC IN E     -   682,440.263   129,967.330   MT  0.99997771   +0 14 13.0
 MD1608;SPC IN E     - 2,238,972.76    426,401.15   sFT  0.99997771   +0 14 13.0
 MD1608;UTM  16      - 4,583,941.831   641,422.904   MT  0.99984614   +1 07 07.6
 MD1608
 MD1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1608!SPC IN E     -   0.99995612  x   0.99997771  =   0.99993383
 MD1608!UTM  16      -   0.99995612  x   0.99984614  =   0.99980226
 MD1608
 MD1608:                Primary Azimuth Mark                     Grid Az
 MD1608:SPC IN E     -  LISBON AZ MK                             279 10 35.2
 MD1608:UTM  16      -  LISBON AZ MK                             278 17 40.6
 MD1608
 MD1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4142283941(NAD 83)
 MD1608
 MD1608|---------------------------------------------------------------------|
 MD1608| PID    Reference Object                     Distance      Geod. Az  |
 MD1608|                                                           dddmmss.s |
 MD1608| CC8813 LISBON RM 1                          15.691 METERS 04542     |
 MD1608| MD1615 DAYTON GRAND RAPIDS AWY BN 11       APPROX. 5.2 KM 1622015.2 |
 MD1608| CC8814 LISBON RM 2                          21.690 METERS 20842     |
 MD1608| CC8812 LISBON AZ MK                                       2792448.2 |
 MD1608|---------------------------------------------------------------------|
 MD1608
 MD1608                          SUPERSEDED SURVEY CONTROL
 MD1608
 MD1608  NAD 83(1995)-  41 23 40.50220(N)    085 18 29.98875(W) AD(       ) 3
 MD1608  NAD 83(1986)-  41 23 40.50200(N)    085 18 29.99605(W) AD(       ) 3
 MD1608  NAD 27      -  41 23 40.32690(N)    085 18 30.08030(W) AD(       ) 3
 MD1608
 MD1608.Superseded values are not recommended for survey control.
 MD1608
 MD1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1608.See file dsdata.pdf to determine how the superseded data were derived.
 MD1608
 MD1608_MARKER: DS = TRIANGULATION STATION DISK
 MD1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1608_STAMPING: LISBON 1946
 MD1608_MARK LOGO: CGS
 MD1608_PROJECTION: FLUSH
 MD1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1608+STABILITY: SURFACE MOTION
 MD1608
 MD1608  HISTORY     - Date     Condition        Report By
 MD1608  HISTORY     - 1946     MONUMENTED       CGS
 MD1608  HISTORY     - 1963     GOOD             CGS
 MD1608
 MD1608                          STATION DESCRIPTION
 MD1608
 MD1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1608'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE TOWN OF LISBON
 MD1608'AND ABOUT 4 MILES NORTHWEST OF THE TOWN OF AVILLA, ALONG STATE HIGHWAY
 MD1608'NO. 8.  IT IS 88 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 8,
 MD1608'139 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL ROAD AND HIGHWAY 8,
 MD1608'AND 103 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD.  THE MARK IS
 MD1608'FLUSH AND THE DISK IS STAMPED LISBON 1946.
 MD1608'
 MD1608'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ALONG HIGHWAY 8.  IT
 MD1608'IS 1 FOOT SOUTH OF SOUTH OF A FENCELINE, 2 FEET EAST OF A WITNESS POST
 MD1608'AND 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY 8.  THE MARK PROJECTS 3
 MD1608'INCHES AND THE DISK IS STAMPED LISBON 1946.
 MD1608'
 MD1608'REFERENCE MARK NO. 1 IS 51.48 FEET NORTHEAST OF THE STATION.  IT IS 51
 MD1608'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 8 AND 1 FOOT SOUTHWEST OF A
 MD1608'FENCE CORNER.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED LISBON
 MD1608'NO 1 1946
 MD1608'
 MD1608'REFERENCE MARK NO. 2 IS 71.16 FEET SOUTH OF THE STATION.  IT IS 1 FOOT
 MD1608'WEST OF A FENCELINE, AND 60 FEET EAST OF THE CENTERLINE OF A GRAVEL
 MD1608'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED LISBON NO 2 1946.
 MD1608'
 MD1608'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 3 AND 8 IN THE
 MD1608'TOWN OF AVILLA, GO NORTH ON THESE ROUTES FOR 2.0 MILES TO THE JUNCTION
 MD1608'WHERE ROUTE 8 TURNS WEST.  TURN LEFT AND CONTINUE FOR 3.1 MILES TO
 MD1608'CROSSROAD AND STATION ON LEFT AS DESCRIBED.
 MD1608'
 MD1608'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON HIGHWAY 8 FOR 0.2
 MD1608'MILE TO AZIMUTH ON RIGHT AS DESCRIBED.
 MD1608'
 MD1608'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1608
 MD1608                          STATION RECOVERY (1963)
 MD1608
 MD1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1608'ABOUT 1.4 MILES SOUTHEASTERLY ALONG NO. 3 INDIANA HWY. FROM THE
 MD1608'VILLAGE OF LISBON, THENCE 3.3 MILES W ALONG NO.8 IND HWY. TO
 MD1608'INTERSECTION WITH NO. 600 E COUNTY ROAD IN A CUT AND THE STATION ON
 MD1608'LEFT, ON APPARENTLY HIGHEST POINT IN CLOSE VICINITY, 88 FEET S OF
 MD1608'CENTER LINE OF HWY., 101 FEET E OF CENTER LINE OF COUNTY ROAD, AN
 MD1608'ESTIMATED 12 FEET HIGHER THAN THE INTERSECTION, STANDARD DISKS STAMPED
 MD1608'LISBON 1946, NOTES 1A AND 7A MARKS, THE SURFACE MARK PROJECTING 0.1
 MD1608'FOOT ABOVE GROUND.
 MD1608'
 MD1608'REFERENCE STAMPED LISBON NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1608'51.48 FEET OR 15.691 METERS NE IN AZIMUTH 225 DEG 42 MIN FROM STATION,
 MD1608'AND 3 FEET WSW OF STEEL POST AT FENCE CORNER, AND 1.6 FEET S OF STEEL
 MD1608'WITNESS POST.
 MD1608'
 MD1608'REFERENCE STAMPED LISBON NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1608'71.16 FEET OR 21.690 METERS SW IN AZIMUTH 28 DEG 42 MIN FROM STATION,
 MD1608'67 FEET E OF CENTER LINE OF THE COUNTY ROAD, AND ONE FOOT NW OF A
 MD1608'FENCE LINE.
 MD1608'
 MD1608'AZIMUTH MARK STAMPED LISBON 1946, NOTE 16A, IS ABOUT 0.2 MILE W IN
 MD1608'AZIMUTH 99 DEG 24 MIN 51.1 SEC FROM STATION, 58- 1/2 FEET E OF CENTER
 MD1608'LINE OF 15-INCH IRON-PIPE CULVERT, 39 FEET N OF CENTER LINE OF HWY.,
 MD1608'3.6 FEET LOWER THAN SAME, 2 FEET E OF CREOSOTED POWER POLE, 2.0 FEET W
 MD1608'OF STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1690 ***********************************************************************
 JA1690  DESIGNATION -  LIVONIA
 JA1690  PID         -  JA1690
 JA1690  STATE/COUNTY-  IN/WASHINGTON
 JA1690  COUNTRY     -  US
 JA1690  USGS QUAD   -  BECKS MILL (2019)
 JA1690
 JA1690                         *CURRENT SURVEY CONTROL
 JA1690  ______________________________________________________________________
 JA1690* NAD 83(1997) POSITION- 38 32 47.30942(N) 086 14 49.68699(W)   ADJUSTED
 JA1690* NAVD 88 ORTHO HEIGHT -   289.40  (+/-2cm)      949.5   (feet) VERTCON3
 JA1690  ______________________________________________________________________
 JA1690  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 JA1690  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JA1690  HORZ ORDER      -  FIRST
 JA1690  VERT ORDER      -  THIRD ? (See Below)
 JA1690
 JA1690.The horizontal coordinates were established by classical geodetic methods
 JA1690.and adjusted by the National Geodetic Survey in May 1999.
 JA1690
 JA1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1690
 JA1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1690.GEOID18 height accuracy estimate available here.
 JA1690
 JA1690.The vertical order pertains to the NGVD 29 superseded value.
 JA1690
 JA1690.Click photographs - Photos may exist for this station.
 JA1690
 JA1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1690
 JA1690. The following values were computed from the NAD 83(1997) position.
 JA1690
 JA1690;                    North         East     Units Scale Factor Converg.
 JA1690;SPC IN E     -   366,311.349    49,398.162   MT  0.99999819   -0 21 42.2
 JA1690;SPC IN E     - 1,201,806.48    162,067.14   sFT  0.99999819   -0 21 42.2
 JA1690;UTM  16      - 4,266,718.974   565,606.425   MT  0.99965300   +0 28 09.0
 JA1690
 JA1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1690!SPC IN E     -   0.99995984  x   0.99999819  =   0.99995803
 JA1690!UTM  16      -   0.99995984  x   0.99965300  =   0.99961286
 JA1690
 JA1690:                Primary Azimuth Mark                     Grid Az
 JA1690:SPC IN E     -  REGO                                     225 08 35.0
 JA1690:UTM  16      -  REGO                                     224 18 43.8
 JA1690
 JA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6560666718(NAD 83)
 JA1690
 JA1690|---------------------------------------------------------------------|
 JA1690| PID    Reference Object                     Distance      Geod. Az  |
 JA1690|                                                           dddmmss.s |
 JA1690| CG8817 LIVONIA RM 1                         31.080 METERS 08155     |
 JA1690| JA1775 REGO                                APPROX.11.9 KM 2244652.8 |
 JA1690| CG8818 LIVONIA RM 2                         39.989 METERS 32317     |
 JA1690| CG8816 LIVONIA AZ MK                                      3502503.1 |
 JA1690|---------------------------------------------------------------------|
 JA1690
 JA1690                          SUPERSEDED SURVEY CONTROL
 JA1690
 JA1690  NAD 83(1993)-  38 32 47.31268(N)    086 14 49.68963(W) AD(       ) 1
 JA1690  NAD 83(1986)-  38 32 47.31395(N)    086 14 49.69187(W) AD(       ) 1
 JA1690  NAD 27      -  38 32 47.10900(N)    086 14 49.75500(W) AD(       ) 1
 JA1690  NGVD 29             289.50   (m)          949.8    (f) LEVELING    3  
 JA1690
 JA1690.Superseded values are not recommended for survey control.
 JA1690
 JA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1690.See file dsdata.pdf to determine how the superseded data were derived.
 JA1690
 JA1690_MARKER: DS = TRIANGULATION STATION DISK
 JA1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1690_STAMPING: LIVONIA 1946
 JA1690_MARK LOGO: CGS
 JA1690_PROJECTION: RECESSED 25 CENTIMETERS
 JA1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1690+STABILITY: SURFACE MOTION
 JA1690
 JA1690  HISTORY     - Date     Condition        Report By
 JA1690  HISTORY     - 1946     MONUMENTED       CGS
 JA1690  HISTORY     - 1967     GOOD             CGS
 JA1690
 JA1690                          STATION DESCRIPTION
 JA1690
 JA1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1690'THIS STATION IS ABOUT 2 MILES EAST SOUTHEAST OF LIVONIA, 91 FEET
 JA1690'SOUTH OF THE FARMHOUSE OF EDWARD C. LLOYD, 35 FEET WEST OF A
 JA1690'GRAVEL ROAD AND 20 FEET WEST OF A WHITE WITNESS POST. THE MARK IS 10
 JA1690'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED LIVONIA 1946.
 JA1690'
 JA1690'REFERENCE MARK NO. 1 IS 101.97 FEET EAST OF THE STATION, 15 FEET EAST
 JA1690'OF THE GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 JA1690'6 INCHES AND THE DISK IS STAMPED LIVONIA 1946 1.
 JA1690'
 JA1690'REFERENCE MARK NO. 2 IS 131.20 FEET NORTH OF THE STATION, 14 FEET
 JA1690'EAST OF A CURVE IN THE GRAVEL ROAD AND 6 INCHES EAST OF A
 JA1690'FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LIVONIA
 JA1690'1946 2.
 JA1690'
 JA1690'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION ALONG THE GRAVEL ROAD
 JA1690'WHICH LEADS TO THE STATION, IN A FENCELINE, ABOUT 150 FEET
 JA1690'NORTHWEST OF A WHITE HOUSE AND 16 FEET WEST OF THE GRAVEL ROAD. THE
 JA1690'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LIVONIA 1946.
 JA1690'
 JA1690'TO REACH FROM THE WOODEN SCHOOLHOUSE IN EAST LIVONIA, GO EAST ON
 JA1690'STATE HIGHWAY 56 FOR 1.3 MILES TO A RED BARN ON THE LEFT AND A
 JA1690'GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO A FORK, TAKE
 JA1690'RIGHT FORK AND GO SOUTH FOR 0.35 MILE TO THE LLOYD FARMHOUSE AT
 JA1690'A SHARP LEFT TURN IN THE ROAD AND THE STATION AS DESCRIBED.
 JA1690'
 JA1690'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1690
 JA1690                          STATION RECOVERY (1967)
 JA1690
 JA1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1690'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 JA1690'AT THIS TIME.  THE AZIMUTH MARK WAS FOUND UPROOTED ABOUT 30 FEET
 JA1690'WEST OF ITS ORIGINAL POSITION AND THE DISK WAS REMOVED AT THIS
 JA1690'TIME.  THE PREVIOUS DESCRIPTION IS INADEQUATE AND A NEW ONE
 JA1690'FOLLOWS.
 JA1690'
 JA1690'STATION IS ABOUT 2 MILES SOUTHEAST OF LIVONIA, 43 FEET SOUTHEAST
 JA1690'OF A TWIN TRUNK 18 INCH CEDAR TREE, 24 FEET WEST OF A 24 INCH OAK
 JA1690'TREE, 22 FEET SOUTH OF A FENCE CORNER, 19 FEET SOUTHEAST OF A WIRE
 JA1690'FENCE, 8 INCHES BELOW THE SURFACE OF THE GROUND AND ON THE
 JA1690'PROPERTY OF MR. IRVINE LEE AMEY.
 JA1690'
 JA1690'REFERENCE MARK 1 IS 20 FEET SOUTHEAST OF A POWER POLE, 15 FEET
 JA1690'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 1 FOOT NORTH OF A METAL
 JA1690'WITNESS POST AND FLUSH WITH THE GROUND.
 JA1690'
 JA1690'REFERENCE MARK 2 IS 14 FEET EAST OF THE CENTER OF A CURVE IN THE
 JA1690'PAVED ROAD AND IN A FENCE LINE.  THE MONUMENT PROJECTS 4 INCHES.
 JA1690'
 JA1690'TO REACH THE STATION FROM THE FRAME CHURCH AT THE EAST EDGE OF
 JA1690'LIVONIA, GO EAST ON HIGHWAY 56 FOR 1.2 MILES TO A SIDE ROAD RIGHT.
 JA1690'TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.85 MILE TO THE
 JA1690'STATION.
 JA1690'
 JA1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 JA1690'OF LIVONIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2246 ***********************************************************************
 HZ2246  DESIGNATION -  LIZA
 HZ2246  PID         -  HZ2246
 HZ2246  STATE/COUNTY-  IN/HARRISON
 HZ2246  COUNTRY     -  US
 HZ2246  USGS QUAD   -  KOSMOSDALE (2019)
 HZ2246
 HZ2246                         *CURRENT SURVEY CONTROL
 HZ2246  ______________________________________________________________________
 HZ2246* NAD 83(1997) POSITION- 38 06 32.83318(N) 085 58 33.35027(W)   ADJUSTED
 HZ2246* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 HZ2246  ______________________________________________________________________
 HZ2246  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 HZ2246  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 HZ2246  HORZ ORDER      -  SECOND
 HZ2246
 HZ2246.The horizontal coordinates were established by classical geodetic methods
 HZ2246.and adjusted by the National Geodetic Survey in May 1999.
 HZ2246
 HZ2246.The orthometric height was scaled from a topographic map.
 HZ2246
 HZ2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2246.GEOID18 height accuracy estimate available here.
 HZ2246
 HZ2246.Click photographs - Photos may exist for this station.
 HZ2246
 HZ2246.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2246
 HZ2246. The following values were computed from the NAD 83(1997) position.
 HZ2246
 HZ2246;                    North         East     Units Scale Factor Converg.
 HZ2246;SPC IN E     -   317,650.883    72,877.757   MT  0.99997572   -0 11 27.1
 HZ2246;SPC IN E     - 1,042,159.61    239,099.77   sFT  0.99997572   -0 11 27.1
 HZ2246;UTM  16      - 4,218,417.451   589,778.315   MT  0.99969927   +0 37 55.4
 HZ2246
 HZ2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2246!SPC IN E     -   0.99996645  x   0.99997572  =   0.99994217
 HZ2246!UTM  16      -   0.99996645  x   0.99969927  =   0.99966573
 HZ2246
 HZ2246:                Primary Azimuth Mark                     Grid Az
 HZ2246:SPC IN E     -  LIZA AZ MK                               181 45 38.5
 HZ2246:UTM  16      -  LIZA AZ MK                               180 56 16.0
 HZ2246
 HZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8977818417(NAD 83)
 HZ2246
 HZ2246|---------------------------------------------------------------------|
 HZ2246| PID    Reference Object                     Distance      Geod. Az  |
 HZ2246|                                                           dddmmss.s |
 HZ2246| CG8820 LIZA RM 1                            27.859 METERS 04802     |
 HZ2246| CG8821 LIZA RM 2                            59.570 METERS 18049     |
 HZ2246| CG8819 LIZA AZ MK                                         1813411.4 |
 HZ2246|---------------------------------------------------------------------|
 HZ2246
 HZ2246                          SUPERSEDED SURVEY CONTROL
 HZ2246
 HZ2246  NAD 83(1993)-  38 06 32.83332(N)    085 58 33.35081(W) AD(       ) 2
 HZ2246  NAD 83(1986)-  38 06 32.83851(N)    085 58 33.35762(W) AD(       ) 2
 HZ2246  NAD 27      -  38 06 32.57700(N)    085 58 33.47400(W) AD(       ) 2
 HZ2246
 HZ2246.Superseded values are not recommended for survey control.
 HZ2246
 HZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2246.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2246
 HZ2246_MARKER: DS = TRIANGULATION STATION DISK
 HZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2246_STAMPING: LIZA 1947
 HZ2246_MARK LOGO: CGS
 HZ2246_PROJECTION: RECESSED 20 CENTIMETERS
 HZ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2246+STABILITY: SURFACE MOTION
 HZ2246
 HZ2246  HISTORY     - Date     Condition        Report By
 HZ2246  HISTORY     - 1947     MONUMENTED       CGS
 HZ2246
 HZ2246                          STATION DESCRIPTION
 HZ2246
 HZ2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2246'THE STATION IS LOCATED 0.8 MILE SOUTH OF THE SMALL VILLAGE OF
 HZ2246'ELIZABETH, 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE
 HZ2246'HIGHWAY 11, AND ON THE EASTERN EDGE OF A CULTIVATED FIELD. THE
 HZ2246'STATION MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND. THE
 HZ2246'DISK IS STAMPED LIZA 1947.
 HZ2246'
 HZ2246'REFERENCE MARK NO. 1 IS 91.40 FEET NORTHEAST OF THE STATION, 38 FEET
 HZ2246'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 11, 3
 HZ2246'FEET SOUTH OF A TELEPHONE POLE, AND ON THE WESTERN EDGE OF A
 HZ2246'CULTIVATED FIELD. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 HZ2246'STAMPED LIZA NO 1 1947.
 HZ2246'
 HZ2246'REFERENCE MARK NO. 2 IS 195.44 FEET SOUTH OF THE STATION, 35 FEET
 HZ2246'WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 11, 4
 HZ2246'FEET WEST OF THE NORTHEAST FENCE CORNER POST OF A CULTIVATED FIELD,
 HZ2246'AND 3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 HZ2246'AND THE DISK IS STAMPED LIZA N) 2 1947.
 HZ2246'
 HZ2246'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 37 FEET WEST OF
 HZ2246'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 11, ABOUT 15 FEET
 HZ2246'HIGHER IN ELEVATION THAN THE HIGHWAY, AND 3 FEET SOUTH OF A WITNESS
 HZ2246'POST. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED LIZA
 HZ2246'1947.
 HZ2246'
 HZ2246'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE SMALL VILLAGE OF
 HZ2246'ELIZABETH, GO SOUTH ON STATE HIGHWAY 11 FOR 0.8 MILE TO THE
 HZ2246'STATION ON THE RIGHT.
 HZ2246'
 HZ2246'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STE HIGHWAY
 HZ2246'11 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2246'
 HZ2246'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8498 ***********************************************************************
 AE8498  HT_MOD      -  This is a Height Modernization Survey Station.
 AE8498  CBN         -  This is a Cooperative Base Network Control Station.
 AE8498  DESIGNATION -  LIZTON
 AE8498  PID         -  AE8498
 AE8498  STATE/COUNTY-  IN/HENDRICKS
 AE8498  COUNTRY     -  US
 AE8498  USGS QUAD   -  LIZTON (2019)
 AE8498
 AE8498                         *CURRENT SURVEY CONTROL
 AE8498  ______________________________________________________________________
 AE8498* NAD 83(2011) POSITION- 39 53 36.25787(N) 086 32 13.56037(W)   ADJUSTED
 AE8498* NAD 83(2011) ELLIP HT-   261.011 (meters)        (06/27/12)   ADJUSTED
 AE8498* NAD 83(2011) EPOCH   -  2010.00
 AE8498* NAVD 88 ORTHO HEIGHT -   294.35  (meters)      965.7   (feet) GPS OBS
 AE8498  ______________________________________________________________________
 AE8498  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 AE8498  NAD 83(2011) X  -    296,001.493 (meters)                     COMP
 AE8498  NAD 83(2011) Y  - -4,891,559.475 (meters)                     COMP
 AE8498  NAD 83(2011) Z  -  4,069,079.283 (meters)                     COMP
 AE8498  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 AE8498
 AE8498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8498  Standards:
 AE8498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8498  -------------------------------------------------------------------
 AE8498  NETWORK    0.60   1.10           0.28   0.20   0.56      0.03968790
 AE8498  -------------------------------------------------------------------
 AE8498  Click here for local accuracies and other accuracy information.
 AE8498
 AE8498.The horizontal coordinates were established by GPS observations
 AE8498.and adjusted by the National Geodetic Survey in June 2012.
 AE8498
 AE8498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8498.been affixed to the stable North American tectonic plate. See 
 AE8498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8498
 AE8498.The horizontal coordinates are valid at the epoch date displayed above
 AE8498.which is a decimal equivalence of Year/Month/Day.
 AE8498
 AE8498.The orthometric height was determined by GPS observations and a
 AE8498.high-resolution geoid model using precise GPS observation and
 AE8498.processing techniques.
 AE8498
 AE8498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8498.GEOID18 height accuracy estimate available here.
 AE8498
 AE8498.Click photographs - Photos may exist for this station.
 AE8498
 AE8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8498
 AE8498.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8498
 AE8498.The ellipsoidal height was determined by GPS observations
 AE8498.and is referenced to NAD 83.
 AE8498
 AE8498. The following values were computed from the NAD 83(2011) position.
 AE8498
 AE8498;                    North         East     Units Scale Factor Converg.
 AE8498;SPC IN W     -   515,825.224   946,715.981   MT  0.99999352   +0 21 01.2
 AE8498;SPC IN W     - 1,692,336.59  3,106,017.35   sFT  0.99999352   +0 21 01.2
 AE8498;UTM  16      - 4,416,028.853   539,574.445   MT  0.99961928   +0 17 48.8
 AE8498
 AE8498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8498!SPC IN W     -   0.99995905  x   0.99999352  =   0.99995257
 AE8498!UTM  16      -   0.99995905  x   0.99961928  =   0.99957835
 AE8498
 AE8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3957416028(NAD 83)
 AE8498
 AE8498                          SUPERSEDED SURVEY CONTROL
 AE8498
 AE8498  NAD 83(2007)-  39 53 36.25793(N)    086 32 13.56131(W) AD(2002.00) 0
 AE8498  ELLIP H (02/10/07)  261.030  (m)                       GP(2002.00)    
 AE8498  NAD 83(1997)-  39 53 36.25794(N)    086 32 13.56146(W) AD(       ) B
 AE8498  ELLIP H (04/10/98)  261.022  (m)                       GP(       ) 4 1
 AE8498  NAVD 88 (04/10/98)  294.3    (m)  GEOID96  model used  GPS OBS        
 AE8498
 AE8498.Superseded values are not recommended for survey control.
 AE8498
 AE8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8498.See file dsdata.pdf to determine how the superseded data were derived.
 AE8498
 AE8498_MARKER: F = FLANGE-ENCASED ROD
 AE8498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8498_STAMPING: LIZTON 1997
 AE8498_MARK LOGO: SEC
 AE8498_PROJECTION: RECESSED 2 CENTIMETERS
 AE8498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8498+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 AE8498_ROD/PIPE-DEPTH: 11 meters
 AE8498_SLEEVE-DEPTH  : 0.91 meters
 AE8498
 AE8498  HISTORY     - Date     Condition        Report By
 AE8498  HISTORY     - 1997     MONUMENTED       SEC
 AE8498  HISTORY     - 19980722 GOOD             WOOLPT
 AE8498  HISTORY     - 20040602 GOOD             SURVFI
 AE8498  HISTORY     - 20070328 GOOD             GRWAS
 AE8498  HISTORY     - 20081118 GOOD             INDOT
 AE8498  HISTORY     - 20170217 GOOD             INDIV
 AE8498  HISTORY     - 20230206 GOOD             INDOT
 AE8498
 AE8498                          STATION DESCRIPTION
 AE8498
 AE8498'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8498'THE STATION IS LOCATED 0.8 MILE (1.3 KM) NORTHEAST OF LIZTON.  TO
 AE8498'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND STATE
 AE8498'HIGHWAY 39, GO NORTH FOR 0.2 KILOMETERS (0.10 MI) ON STATE HIGHWAY 39
 AE8498'TO COUNTY ROAD 900 NORTH.  THE STATION IS 18.70 METERS (61.35 FT)
 AE8498'SOUTHEAST OF THE CENTER OF HIGHWAY 39 AND 17.40 METERS (57.09 FT)
 AE8498'SOUTH OF THE CENTER OF COUNTY ROAD 900 NORTH ON THE GROUNDS OF INDIANA
 AE8498'DEPARTMENT OF TRANSPORTATION GARAGE NUMBER 12-04. CONTACT IS HENRY
 AE8498'ALDRIDGE AT INDOT, 100 N. SENATE AVENUE, INDIANAPOLIS IN 46204-2249,
 AE8498'PHONE 317-232-6764.  LOCATED AT AZIMUTH 232 DEGREES 9.88 METERS (32.41
 AE8498'FT) TO CORNER POST 6 FOOT (1.8 M) CHAIN LINK FENCE, AZIMUTH 40 DEGREES
 AE8498'15.90 METERS (52.17 FT) TO A POWER POLE, AZIMUTH 172 DEGREES 33.10
 AE8498'METERS (108.60 FT) TO THE NORTHWEST CORNER BRICK GARAGE OFFICE
 AE8498'BUILDING.
 AE8498
 AE8498                          STATION RECOVERY (1998)
 AE8498
 AE8498'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 AE8498'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (TEM).
 AE8498
 AE8498                          STATION RECOVERY (2004)
 AE8498
 AE8498'RECOVERY NOTE BY SURVEY FIRST LLC 2004 (RGC)
 AE8498'RECOVERED IN GOOD CONDITION.
 AE8498
 AE8498                          STATION RECOVERY (2007)
 AE8498
 AE8498'RECOVERY NOTE BY GRW AERIAL SURVEY 2007
 AE8498'RECOVERED IN GOOD CONDITION.
 AE8498
 AE8498                          STATION RECOVERY (2008)
 AE8498
 AE8498'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 AE8498'RECOVERED AS DESCRIBED (EXCELLENT CONDITION)
 AE8498
 AE8498                          STATION RECOVERY (2017)
 AE8498
 AE8498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 AE8498'RECOVERED IN EXCELLENT CONDITION. CLEANED OUT THE DIRT THAT HAD
 AE8498'GOTTEN PAST THE LID TO THE MARK. MADE SURE THE LID COULD CLOSE WHEN I
 AE8498'
 AE8498'LEFT.
 AE8498
 AE8498                          STATION RECOVERY (2023)
 AE8498
 AE8498'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 AE8498'THE MARK IS NEXT TO A TRIANGULAR SHAPED HENDRICKS COUNTY SURVEYOR GPS
 AE8498'MARKER SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0044 ***********************************************************************
 ME0044  DESIGNATION -  LLOYD
 ME0044  PID         -  ME0044
 ME0044  STATE/COUNTY-  IN/ST JOSEPH
 ME0044  COUNTRY     -  US
 ME0044  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0044
 ME0044                         *CURRENT SURVEY CONTROL
 ME0044  ______________________________________________________________________
 ME0044* NAD 83(1997) POSITION- 41 38 24.62634(N) 086 15 17.94815(W)   ADJUSTED
 ME0044* NAVD 88 ORTHO HEIGHT -   236.205 (meters)      774.95  (feet) ADJUSTED
 ME0044  ______________________________________________________________________
 ME0044  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0044  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 ME0044  DYNAMIC HEIGHT  -        236.113 (meters)      774.65  (feet) COMP
 ME0044  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 ME0044
 ME0044  HORZ ORDER      -  SECOND
 ME0044  VERT ORDER      -  SECOND    CLASS 0
 ME0044
 ME0044.The horizontal coordinates were established by classical geodetic methods
 ME0044.and adjusted by the National Geodetic Survey in May 1999.
 ME0044
 ME0044.The orthometric height was determined by differential leveling and
 ME0044.adjusted by the NATIONAL GEODETIC SURVEY
 ME0044.in June 1991.
 ME0044
 ME0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0044.GEOID18 height accuracy estimate available here.
 ME0044
 ME0044.Click photographs - Photos may exist for this station.
 ME0044
 ME0044.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0044
 ME0044.The dynamic height is computed by dividing the NAVD 88
 ME0044.geopotential number by the normal gravity value computed on the
 ME0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0044.degrees latitude (g = 980.6199 gals.).
 ME0044
 ME0044.The modeled gravity was interpolated from observed gravity values.
 ME0044
 ME0044. The following values were computed from the NAD 83(1997) position.
 ME0044
 ME0044;                    North         East     Units Scale Factor Converg.
 ME0044;SPC IN E     -   709,820.822    50,985.226   MT  0.99999622   -0 23 27.3
 ME0044;SPC IN E     - 2,328,803.81    167,274.03   sFT  0.99999622   -0 23 27.3
 ME0044;UTM  16      - 4,610,094.455   562,046.905   MT  0.99964737   +0 29 42.1
 ME0044
 ME0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0044!SPC IN E     -   0.99996826  x   0.99999622  =   0.99996448
 ME0044!UTM  16      -   0.99996826  x   0.99964737  =   0.99961564
 ME0044
 ME0044:                Primary Azimuth Mark                     Grid Az
 ME0044:SPC IN E     -  WEHR                                     208 48 18.8
 ME0044:UTM  16      -  WEHR                                     207 55 09.4
 ME0044
 ME0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6204610094(NAD 83)
 ME0044
 ME0044|---------------------------------------------------------------------|
 ME0044| PID    Reference Object                     Distance      Geod. Az  |
 ME0044|                                                           dddmmss.s |
 ME0044| ME2246 STUDEBAKER                          460.714 METERS 0235212.6 |
 ME0044| ME0043 LLOYD RM                              8.835 METERS 17726     |
 ME0044| ME2250 WEHR                                APPROX. 3.5 KM 2082451.5 |
 ME0044|---------------------------------------------------------------------|
 ME0044
 ME0044                          SUPERSEDED SURVEY CONTROL
 ME0044
 ME0044  NAD 83(1994)-  41 38 24.63288(N)    086 15 17.94584(W) AD(       ) 2
 ME0044  NAD 83(1986)-  41 38 24.63280(N)    086 15 17.94778(W) AD(       ) 2
 ME0044  NAD 27      -  41 38 24.45160(N)    086 15 17.92620(W) AD(       ) 2
 ME0044  USSD        -  41 38 24.50900(N)    086 15 17.78200(W) AD(       ) 3
 ME0044  NGVD 29 (??/??/92)  236.32   (m)          775.3    (f) COMPUTED    2 0
 ME0044  NGVD 29             236.32   (m)          775.3    (f) LEVELING    3  
 ME0044
 ME0044.Superseded values are not recommended for survey control.
 ME0044
 ME0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0044.See file dsdata.pdf to determine how the superseded data were derived.
 ME0044
 ME0044_MARKER: DS = TRIANGULATION STATION DISK
 ME0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0044_STAMPING: LLOYD 1920
 ME0044_MARK LOGO: CGS
 ME0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0044+STABILITY: SURFACE MOTION
 ME0044
 ME0044  HISTORY     - Date     Condition        Report By
 ME0044  HISTORY     - 1920     MONUMENTED       CGS
 ME0044  HISTORY     - 1920     GOOD             CGS
 ME0044  HISTORY     - 1934     GOOD             INGS
 ME0044  HISTORY     - 1946     GOOD             CGS
 ME0044  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0044
 ME0044                          STATION DESCRIPTION
 ME0044
 ME0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 ME0044'2 MI S FROM SOUTH BEND.
 ME0044'THIS STATION MAY BE REACHED FROM THE ST. JOSEPH BANK AND TRUST
 ME0044'CO. AT SOUTH BEND BY GOING ABOUT 2.6 MILES SOUTH ALONG S. MICHIGAN
 ME0044'AVE. (U.S. HIGHWAY 31), THENCE ABOUT 0.4 MILE WEST ALONG CHIPPEWA
 ME0044'AVE., AND THENCE ABOUT 0.3 MILE NORTHEAST ALONG THE PENNSYLVANIA
 ME0044'RAILROAD.  NOTE-- AT SOUTH BEND, ABOUT 2.0 MILES SOUTH ALONG
 ME0044'THE PENNSYLVANIA RAILROAD FROM THE STATION, ABOUT 55 RAILS
 ME0044'NORTHEAST OF THE CROSSING OF CHIPPEWA AVENUE, 125 FEET SOUTHWEST
 ME0044'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE CITY WATER
 ME0044'DEPARTMENT RESERVE, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 ME0044'THE SOUTHEAST TRACK, 20 FEET NORTHWEST OF THE FENCE, 9 FEET
 ME0044'WEST OF A TELEGRAPH POLE, ABOUT 6-1/2 FEET HIGHER THAN THE
 ME0044'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 ME0044
 ME0044                          STATION RECOVERY (1920)
 ME0044
 ME0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0044'ABOUT 1-1/2 MILES S OF SOUTH BEND, ON THE E SIDE OF THE TRACK, 550
 ME0044'YARDS N OF A ROAD CROSSING, NEAR THE MIDDLE OF THE FENCE
 ME0044'ENCLOSING LARGE FACTORY SITE, 9.60 METERS (31.50 FEET) E OF THE EAST
 ME0044'AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 ME0044'ARE BRONZE TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON THE
 ME0044'SAME SIDE OF THE TRACK NEAR THE FENCE LINE, 8.835 METERS (28.99 FEET)
 ME0044'FROM THE STATION.
 ME0044
 ME0044                          STATION RECOVERY (1934)
 ME0044
 ME0044'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME0044'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 ME0044
 ME0044                          STATION RECOVERY (1946)
 ME0044
 ME0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0044'RECOVERED IN GOOD CONDITION.
 ME0044
 ME0044                          STATION RECOVERY (1990)
 ME0044
 ME0044'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1734 ***********************************************************************
 JA1734  DESIGNATION -  LLOYD
 JA1734  PID         -  JA1734
 JA1734  STATE/COUNTY-  IN/WASHINGTON
 JA1734  COUNTRY     -  US
 JA1734  USGS QUAD   -  FREDERICKSBURG (2019)
 JA1734
 JA1734                         *CURRENT SURVEY CONTROL
 JA1734  ______________________________________________________________________
 JA1734* NAD 83(1997) POSITION- 38 26 41.85002(N) 086 14 01.90819(W)   ADJUSTED
 JA1734* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 JA1734  ______________________________________________________________________
 JA1734  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 JA1734  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 JA1734  HORZ ORDER      -  SECOND
 JA1734
 JA1734.The horizontal coordinates were established by classical geodetic methods
 JA1734.and adjusted by the National Geodetic Survey in May 1999.
 JA1734
 JA1734.The orthometric height was scaled from a topographic map.
 JA1734
 JA1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1734.GEOID18 height accuracy estimate available here.
 JA1734
 JA1734.Click photographs - Photos may exist for this station.
 JA1734
 JA1734.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1734
 JA1734. The following values were computed from the NAD 83(1997) position.
 JA1734
 JA1734;                    North         East     Units Scale Factor Converg.
 JA1734;SPC IN E     -   355,035.450    50,485.696   MT  0.99999685   -0 21 09.6
 JA1734;SPC IN E     - 1,164,812.14    165,635.15   sFT  0.99999685   -0 21 09.6
 JA1734;UTM  16      - 4,255,463.879   566,856.748   MT  0.99965504   +0 28 34.9
 JA1734
 JA1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1734!SPC IN E     -   0.99996668  x   0.99999685  =   0.99996353
 JA1734!UTM  16      -   0.99996668  x   0.99965504  =   0.99962173
 JA1734
 JA1734:                Primary Azimuth Mark                     Grid Az
 JA1734:SPC IN E     -  LLOYD AZ MK                              090 01 48.8
 JA1734:UTM  16      -  LLOYD AZ MK                              089 12 04.3
 JA1734
 JA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6685655463(NAD 83)
 JA1734
 JA1734|---------------------------------------------------------------------|
 JA1734| PID    Reference Object                     Distance      Geod. Az  |
 JA1734|                                                           dddmmss.s |
 JA1734| JA1736 LLOYD AZ MK                         APPROX. 0.8 KM 0894039.2 |
 JA1734| CG8823 LLOYD RM 2                           20.430 METERS 17731     |
 JA1734| CG8822 LLOYD RM 1                           19.336 METERS 27639     |
 JA1734|---------------------------------------------------------------------|
 JA1734
 JA1734                          SUPERSEDED SURVEY CONTROL
 JA1734
 JA1734  NAD 83(1993)-  38 26 41.85286(N)    086 14 01.91076(W) AD(       ) 2
 JA1734  NAD 83(1986)-  38 26 41.85482(N)    086 14 01.91344(W) AD(       ) 2
 JA1734  NAD 27      -  38 26 41.64000(N)    086 14 01.98500(W) AD(       ) 2
 JA1734
 JA1734.Superseded values are not recommended for survey control.
 JA1734
 JA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1734.See file dsdata.pdf to determine how the superseded data were derived.
 JA1734
 JA1734_MARKER: DS = TRIANGULATION STATION DISK
 JA1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1734_STAMPING: LLOYD 1946
 JA1734_MARK LOGO: CGS
 JA1734_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1734+STABILITY: SURFACE MOTION
 JA1734
 JA1734  HISTORY     - Date     Condition        Report By
 JA1734  HISTORY     - 1946     MONUMENTED       CGS
 JA1734
 JA1734                          STATION DESCRIPTION
 JA1734
 JA1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1734'STATION IS LOCATED ON A PROMINENT LONE HILL ABOUT 2 MILES WEST OF
 JA1734'FREDERICKSBURG AND 0.25 MILE SOUTH FROM THE TOP OF HILL IN HIGHWAY
 JA1734'150.  THE HILL IS OPEN TO THE NORTH AND EAST AND HAS TIMBER ON THE
 JA1734'WEST AND SOUTH OF IT.  STATION IS ON THE PROPERTY OF MR. ALVA
 JA1734'LLOYD, AND THE MARK IS 65 FEET EAST OF THE EAST EDGE OF THE TIMBER
 JA1734'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LLOYD
 JA1734'1946.
 JA1734'
 JA1734'REFERENCE MARK NO. 1 IS 63.44 FEET WEST OF THE STATION, 2 FEET EAST
 JA1734'OF THE EAST EDGE OF THE TIMBER LINE.  THE MARK PROJECTS 6 INCHES AND
 JA1734'THE DISK IS STAMPED LLOYD NO 1 1946.
 JA1734'
 JA1734'REFERENCE MARK NO. 2 IS 67.03 FEET SOUTH OF THE STATION.  THE MARK
 JA1734'PROJECTS 6 INCHES AND THE DISK IS STAMPED LLOYD NO 2 1946.
 JA1734'
 JA1734'THE AZIMUTH MARK IS 0.4 MILE EAST-NORTHEAST OF THE STATION, 42 FEET
 JA1734'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 52 FEET EAST OF A
 JA1734'DIRT ROAD LEADING NORTH.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1734'STAMPED LLOYD 1946.
 JA1734'
 JA1734'TO REACH FROM THE CONCRETE BRIDGE IN THE WEST PART OF FREDERICKSBURG,
 JA1734'GO WEST ON U. S. HIGHWAY 150 FOR 1.8 MILES TO A DIRT ROAD LEADING
 JA1734'NORTH AND THE AZIMUTH ON THE RIGHT, CONTINUE WEST FOR 0.4 MILE TO
 JA1734'THE TOP OF HILL IN HIGHWAY, TURN LEFT THROUGH A GATE AND A NARROW
 JA1734'ROAD UP THE SLOPE GOING SOUTH AND WEST FOR 0.25 MILE TO THE TOP
 JA1734'AND STATION SITE.
 JA1734'
 JA1734'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1736 ***********************************************************************
 JA1736  DESIGNATION -  LLOYD AZ MK
 JA1736  PID         -  JA1736
 JA1736  STATE/COUNTY-  IN/WASHINGTON
 JA1736  COUNTRY     -  US
 JA1736  USGS QUAD   -  FREDERICKSBURG (2019)
 JA1736
 JA1736                         *CURRENT SURVEY CONTROL
 JA1736  ______________________________________________________________________
 JA1736* NAD 83(1997) POSITION- 38 26 41.98703(N) 086 13 30.69194(W)   ADJUSTED
 JA1736* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 JA1736  ______________________________________________________________________
 JA1736  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 JA1736  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 JA1736  HORZ ORDER      -  THIRD
 JA1736
 JA1736.The horizontal coordinates were established by classical geodetic methods
 JA1736.and adjusted by the National Geodetic Survey in May 1999.
 JA1736
 JA1736.The orthometric height was scaled from a topographic map.
 JA1736
 JA1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1736.GEOID18 height accuracy estimate available here.
 JA1736
 JA1736.Click photographs - Photos may exist for this station.
 JA1736
 JA1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1736
 JA1736. The following values were computed from the NAD 83(1997) position.
 JA1736
 JA1736;                    North         East     Units Scale Factor Converg.
 JA1736;SPC IN E     -   355,035.050    51,242.691   MT  0.99999593   -0 20 50.2
 JA1736;SPC IN E     - 1,164,810.83    168,118.73   sFT  0.99999593   -0 20 50.2
 JA1736;UTM  16      - 4,255,474.429   567,613.412   MT  0.99965630   +0 28 54.4
 JA1736
 JA1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1736!SPC IN E     -   0.99997170  x   0.99999593  =   0.99996763
 JA1736!UTM  16      -   0.99997170  x   0.99965630  =   0.99962801
 JA1736
 JA1736:                Primary Azimuth Mark                     Grid Az
 JA1736:SPC IN E     -  LLOYD                                    270 01 48.8
 JA1736:UTM  16      -  LLOYD                                    269 12 04.2
 JA1736
 JA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6761355474(NAD 83)
 JA1736
 JA1736|---------------------------------------------------------------------|
 JA1736| PID    Reference Object                     Distance      Geod. Az  |
 JA1736|                                                           dddmmss.s |
 JA1736| JA1734 LLOYD                               APPROX. 0.8 KM 2694058.6 |
 JA1736| JA1735 TT 31 DWP                            25.493 METERS 28342     |
 JA1736|---------------------------------------------------------------------|
 JA1736
 JA1736                          SUPERSEDED SURVEY CONTROL
 JA1736
 JA1736  NAD 83(1993)-  38 26 41.98985(N)    086 13 30.69448(W) AD(       ) 3
 JA1736  NAD 83(1986)-  38 26 41.99181(N)    086 13 30.69721(W) AD(       ) 3
 JA1736  NAD 27      -  38 26 41.77600(N)    086 13 30.77100(W) AD(       ) 3
 JA1736
 JA1736.Superseded values are not recommended for survey control.
 JA1736
 JA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1736.See file dsdata.pdf to determine how the superseded data were derived.
 JA1736
 JA1736_MARKER: DZ = AZIMUTH MARK DISK
 JA1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1736_STAMPING: LLOYD 1946
 JA1736_MARK LOGO: CGS
 JA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1736+STABILITY: SURFACE MOTION
 JA1736
 JA1736  HISTORY     - Date     Condition        Report By
 JA1736  HISTORY     - 1946     MONUMENTED       CGS
 JA1736
 JA1736                          STATION DESCRIPTION
 JA1736
 JA1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1736'THIS MARK IS LOCATED BESIDE U.S. HIGHWAY 150, 2 MILES WEST OF
 JA1736'FREDERICKSBURG IN THE NORTHEAST ANGLE OF THE HIGHWAY AND A DIRT ROAD
 JA1736'LEADING NORTH.  IT IS 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 JA1736'HIGHWAY AND 52 FEET EAST OF THE DIRT ROAD.  THE MARK PROJECTS 6
 JA1736'INCHES AND THE DISK IS STAMPED LLOYD 1946.
 JA1736'
 JA1736'TT 31 DWP 1946 (USGS) MARK IS 83.64 FEET (25.493 METERS) NORTHWEST OF
 JA1736'THIS MARK, 35.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35
 JA1736'FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD AND 4.8 FEET WEST
 JA1736'OF A POWERLINE POLE WITH D B M PAINTED ON THE SIDE SOUTH OF IT.  THE
 JA1736'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TT 31 DWP 1946
 JA1736'(USGS).
 JA1736'
 JA1736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0043 ***********************************************************************
 ME0043  DESIGNATION -  LLOYD RM
 ME0043  PID         -  ME0043
 ME0043  STATE/COUNTY-  IN/ST JOSEPH
 ME0043  COUNTRY     -  US
 ME0043  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0043
 ME0043                         *CURRENT SURVEY CONTROL
 ME0043  ______________________________________________________________________
 ME0043* NAD 83(1986) POSITION- 41 38 24.34   (N) 086 15 17.93   (W)   HD_HELD1
 ME0043* NAVD 88 ORTHO HEIGHT -   234.606 (meters)      769.70  (feet) ADJUSTED
 ME0043  ______________________________________________________________________
 ME0043  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0043  DYNAMIC HEIGHT  -        234.514 (meters)      769.40  (feet) COMP
 ME0043  MODELED GRAVITY -    980,225.5   (mgal)                       NAVD 88
 ME0043
 ME0043  VERT ORDER      -  SECOND    CLASS 0
 ME0043
 ME0043.The horizontal coordinates were determined by differentially corrected
 ME0043.hand held GPS observations or other comparable positioning techniques
 ME0043.and have an estimated accuracy of +/- 3 meters.
 ME0043
 ME0043.The orthometric height was determined by differential leveling and
 ME0043.adjusted by the NATIONAL GEODETIC SURVEY
 ME0043.in June 1991.
 ME0043
 ME0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0043.GEOID18 height accuracy estimate available here.
 ME0043
 ME0043.Click photographs - Photos may exist for this station.
 ME0043
 ME0043.The dynamic height is computed by dividing the NAVD 88
 ME0043.geopotential number by the normal gravity value computed on the
 ME0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0043.degrees latitude (g = 980.6199 gals.).
 ME0043
 ME0043.The modeled gravity was interpolated from observed gravity values.
 ME0043
 ME0043;                    North         East    Units  Estimated Accuracy
 ME0043;SPC IN E     -   709,812.0      50,985.6     MT  (+/- 3 meters HH1 GPS) 
 ME0043
 ME0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6204710085(NAD 83)
 ME0043
 ME0043                          SUPERSEDED SURVEY CONTROL
 ME0043
 ME0043  NGVD 29 (??/??/92)  234.720  (m)          770.08   (f) ADJ UNCH    2 0
 ME0043
 ME0043.Superseded values are not recommended for survey control.
 ME0043
 ME0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0043.See file dsdata.pdf to determine how the superseded data were derived.
 ME0043
 ME0043_MARKER: DR = REFERENCE MARK DISK
 ME0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0043_STAMPING: LLOYD 1920
 ME0043_MARK LOGO: CGS
 ME0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0043+STABILITY: SURFACE MOTION
 ME0043
 ME0043  HISTORY     - Date     Condition        Report By
 ME0043  HISTORY     - 1920     MONUMENTED       CGS
 ME0043  HISTORY     - 1946     GOOD             CGS
 ME0043  HISTORY     - 20211021 GOOD             INDOT
 ME0043
 ME0043                          STATION DESCRIPTION
 ME0043
 ME0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0043'2 MI S FROM SOUTH BEND.
 ME0043'29.8 FEET SOUTH-SOUTHEAST OF TRAVERSE STATION LLOYD, 47 FEET
 ME0043'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 4.9 FEET
 ME0043'WEST OF THE FENCE, ABOUT 3 FEET HIGHER THAN THE TRACK, AND IN
 ME0043'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0043
 ME0043                          STATION RECOVERY (2021)
 ME0043
 ME0043'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DLF)
 ME0043'LOTS OF TREES SURROUNDING MONUMENT TO BLOCK SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1687 ***********************************************************************
 HA1687  DESIGNATION -  LOCK AND DAM 48 WATER TANK
 HA1687  PID         -  HA1687
 HA1687  STATE/COUNTY-  IN/VANDERBURGH
 HA1687  COUNTRY     -  US
 HA1687  USGS QUAD   -  WILSON (2019)
 HA1687
 HA1687                         *CURRENT SURVEY CONTROL
 HA1687  ______________________________________________________________________
 HA1687* NAD 83(1997) POSITION- 37 50 11.16887(N) 087 40 27.71479(W)   ADJUSTED
 HA1687  ______________________________________________________________________
 HA1687  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 HA1687  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 HA1687  HORZ ORDER      -  THIRD
 HA1687
 HA1687.The horizontal coordinates were established by classical geodetic methods
 HA1687.and adjusted by the National Geodetic Survey in May 1999.
 HA1687
 HA1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1687.GEOID18 height accuracy estimate available here.
 HA1687
 HA1687.Click photographs - Photos may exist for this station.
 HA1687
 HA1687.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1687
 HA1687. The following values were computed from the NAD 83(1997) position.
 HA1687
 HA1687;                    North         East     Units Scale Factor Converg.
 HA1687;SPC IN W     -   287,504.436   847,974.631   MT  0.99999999   -0 21 45.2
 HA1687;SPC IN W     -   943,254.14  2,782,063.44   sFT  0.99999999   -0 21 45.2
 HA1687;SPC KY1Z     - 1,168,564.155 1,330,631.615   MT  0.99990518   -1 10 53.3
 HA1687;SPC KY1Z     - 3,833,864.23  4,365,580.56   sFT  0.99990518   -1 10 53.3
 HA1687;SPC KY S     -   668,535.523   330,618.015   MT  0.99998375   -1 10 01.4
 HA1687;SPC KY S     - 2,193,353.63  1,084,702.60   sFT  0.99998375   -1 10 01.4
 HA1687;UTM  16      - 4,187,881.697   440,660.931   MT  0.99964337   -0 24 49.2
 HA1687
 HA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4066087881(NAD 83)
 HA1687
 HA1687                          SUPERSEDED SURVEY CONTROL
 HA1687
 HA1687  NAD 83(1993)-  37 50 11.16887(N)    087 40 27.71478(W) AD(       ) 3
 HA1687  NAD 83(1986)-  37 50 11.17485(N)    087 40 27.71796(W) AD(       ) 3
 HA1687  NAD 27      -  37 50 11.02450(N)    087 40 27.65415(W) AD(       ) 3
 HA1687
 HA1687.Superseded values are not recommended for survey control.
 HA1687
 HA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1687.See file dsdata.pdf to determine how the superseded data were derived.
 HA1687
 HA1687_MARKER: 53 = ELEVATED TANK
 HA1687
 HA1687  HISTORY     - Date     Condition        Report By
 HA1687  HISTORY     - 1962     FIRST OBSERVED   CGS
 HA1687  HISTORY     - 19950503 POOR             USPSQD
 HA1687
 HA1687                          STATION DESCRIPTION
 HA1687
 HA1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1687'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED ABOUT
 HA1687'9-1/2 MILES SOUTH AND 5-1/2 MILES WEST OF EVANSVILLE, ABOUT
 HA1687'4-1/2 MILES WEST OF HENDERSON, KENTUCKY AND IS OWNED BY THE
 HA1687'GOVERNMENT. IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER
 HA1687'AND THE OVERALL HEIGHT IS APPROXIMATELY 110 FEET.
 HA1687
 HA1687                          STATION RECOVERY (1995)
 HA1687
 HA1687'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1687'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2262 ***********************************************************************
 HZ2262  DESIGNATION -  LOCUST
 HZ2262  PID         -  HZ2262
 HZ2262  STATE/COUNTY-  IN/FLOYD
 HZ2262  COUNTRY     -  US
 HZ2262  USGS QUAD   -  LANESVILLE (2019)
 HZ2262
 HZ2262                         *CURRENT SURVEY CONTROL
 HZ2262  ______________________________________________________________________
 HZ2262* NAD 83(1997) POSITION- 38 12 34.89460(N) 085 55 40.73184(W)   ADJUSTED
 HZ2262* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 HZ2262  ______________________________________________________________________
 HZ2262  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 HZ2262  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 HZ2262  HORZ ORDER      -  THIRD
 HZ2262
 HZ2262.The horizontal coordinates were established by classical geodetic methods
 HZ2262.and adjusted by the National Geodetic Survey in May 1999.
 HZ2262
 HZ2262.The orthometric height was scaled from a topographic map.
 HZ2262
 HZ2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2262.GEOID18 height accuracy estimate available here.
 HZ2262
 HZ2262.Click photographs - Photos may exist for this station.
 HZ2262
 HZ2262.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2262
 HZ2262. The following values were computed from the NAD 83(1997) position.
 HZ2262
 HZ2262;                    North         East     Units Scale Factor Converg.
 HZ2262;SPC IN E     -   328,801.126    77,114.366   MT  0.99997311   -0 09 41.9
 HZ2262;SPC IN E     - 1,078,741.69    252,999.38   sFT  0.99997311   -0 09 41.9
 HZ2262;UTM  16      - 4,229,624.424   593,853.062   MT  0.99970848   +0 39 47.3
 HZ2262
 HZ2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2262!SPC IN E     -   0.99995847  x   0.99997311  =   0.99993158
 HZ2262!UTM  16      -   0.99995847  x   0.99970848  =   0.99966696
 HZ2262
 HZ2262:                Primary Azimuth Mark                     Grid Az
 HZ2262:SPC IN E     -  LOCUST AZ MK                             251 02 19.4
 HZ2262:UTM  16      -  LOCUST AZ MK                             250 12 50.2
 HZ2262
 HZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9385329624(NAD 83)
 HZ2262
 HZ2262|---------------------------------------------------------------------|
 HZ2262| PID    Reference Object                     Distance      Geod. Az  |
 HZ2262|                                                           dddmmss.s |
 HZ2262| CG8826 LOCUST RM 1                          21.830 METERS 15209     |
 HZ2262| CG8824 LOCUST AZ MK                                       2505237.5 |
 HZ2262| CG8827 LOCUST RM 2                          23.256 METERS 27809     |
 HZ2262|---------------------------------------------------------------------|
 HZ2262
 HZ2262                          SUPERSEDED SURVEY CONTROL
 HZ2262
 HZ2262  NAD 83(1993)-  38 12 34.89536(N)    085 55 40.73279(W) AD(       ) 3
 HZ2262  NAD 83(1986)-  38 12 34.89952(N)    085 55 40.73969(W) AD(       ) 3
 HZ2262  NAD 27      -  38 12 34.64600(N)    085 55 40.86300(W) AD(       ) 3
 HZ2262
 HZ2262.Superseded values are not recommended for survey control.
 HZ2262
 HZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2262.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2262
 HZ2262_MARKER: DS = TRIANGULATION STATION DISK
 HZ2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2262_STAMPING: LOCUST 1947
 HZ2262_MARK LOGO: CGS
 HZ2262_PROJECTION: RECESSED 20 CENTIMETERS
 HZ2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2262+STABILITY: SURFACE MOTION
 HZ2262
 HZ2262  HISTORY     - Date     Condition        Report By
 HZ2262  HISTORY     - 1947     MONUMENTED       CGS
 HZ2262  HISTORY     - 1968     GOOD             CGS
 HZ2262
 HZ2262                          STATION DESCRIPTION
 HZ2262
 HZ2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2262'STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF LANESVILLE, IN A FIELD
 HZ2262'OWNED BY JESSE PORTER, 85 FEET NORTH OF A 12-INCH LOCUST TREE,
 HZ2262'AND 33 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 11. THE MARK IS 8
 HZ2262'INCHES UNDERGROUND, AND THE DISK IS STAMPED LOCUST 1947.
 HZ2262'
 HZ2262'REFERENCE MARK NO. 1 IS 71.62 FEET SOUTH-SOUTHEAST OF THE STATION AND
 HZ2262'21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 HZ2262'6 INCHES, AND THE DISK IS STAMPED LOCUST NO 1 1947.
 HZ2262'
 HZ2262'REFERENCE MARK NO. 2 IS 76.30 FEET WEST OF THE STATION AND 21 FEET
 HZ2262'WEST OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 6
 HZ2262'INCHES, AND THE DISK IS STAMPED LOCUST NO 2 1947.
 HZ2262'
 HZ2262'AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION, ABOUT 200
 HZ2262'FEET NORTHEAST OF A WHITE HOUSE, AND 13 FEET SOUTH OF THE
 HZ2262'APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK PROJECTS 4
 HZ2262'INCHES, AND THE DISK IS STAMPED LOCUST 1947.
 HZ2262'
 HZ2262'TO REACH FROM THE LANESVILLE MILLING CO. BUILDING IN LANESVILLE, GO
 HZ2262'EAST ON STATE HIGHWAY 62 FOR 3.1 MILES TO THE JUNCTION WITH
 HZ2262'STATE HIGHWAY 11, TURN SHARP RIGHT ON HIGHWAY 11 AND GO SOUTH FOR 3.9
 HZ2262'MILES TO STATION ON LEFT.
 HZ2262'
 HZ2262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 HZ2262'FOR 0.05 MILE TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO
 HZ2262'0.35 MILE TO MARK ON LEFT.
 HZ2262'
 HZ2262'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2262
 HZ2262                          STATION RECOVERY (1968)
 HZ2262
 HZ2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HZ2262'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE
 HZ2262'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE BOTH FOUND BADLY TILTED
 HZ2262'BY ROAD GRADING EQUIPMENT. THE AZIMUTH MARK WAS FOUND COMPLETELY
 HZ2262'DESTROYED AND THE DISK PREVIOUSLY SUBMITTED TO OUR OFFICE. POLARIS
 HZ2262'OBSERVATIONS WERE OBSERVED ON A NEW AZIMUTH MARK AND THE ORIGINAL
 HZ2262'REFERENCE MARK MONUMENTS WERE RESET AND THE DISK ALTERED TO
 HZ2262'READ NO. 3 AND NO. 4. THE STATION WAS THEN OCCUPIED AND ALL
 HZ2262'OBSERVATIONS COMPLETED.
 HZ2262'
 HZ2262'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ2262'
 HZ2262'THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF LANESVILLE IN THE YARD
 HZ2262'OF PROPERTY OWNED BY MR. THOMAS JEFFERIES.
 HZ2262'
 HZ2262'TO REACH THE STATION FROM THE NEW POST OFFICE IN LANESVILLE, GO
 HZ2262'NORTHEASTERLY ON U.S. HIGHWAY 460 AND STATE ROUTE 62 FOR 3.2
 HZ2262'MILES TO THE JUNCTION OF STATE ROUTE 11 ON THE RIGHT. HERE TURN SHARP
 HZ2262'RIGHT AND GO SOUTHERLY ON STATE ROUTE 11 FOR 3.9 MILES TO THE
 HZ2262'HOME OF MR. THOMAS JEFFERIES ON THE LEFT AND THE STATION IN HIS FRONT
 HZ2262'YARD AS DESCRIBED.
 HZ2262'
 HZ2262'THE STATION IS 84.7 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 HZ2262'BRICK HOME, 52 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE
 HZ2262'PORCH DECK, 34 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 HZ2262'ROUTE 11, AND 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 HZ2262'GRAVELED DRIVEWAY. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HZ2262'SQUARE, CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF
 HZ2262'A LAWN AND THE DISK IS STAMPED LOCUST 1947.
 HZ2262'
 HZ2262'REFERENCE MARK NO. 3 IS IN THE LAWN AREA, 67 FEET SOUTH OF THE
 HZ2262'SOUTHWEST CORNER OF THE CONCRETE PORCH DECK, 58 FEET SOUTHWEST
 HZ2262'OF THE SOUTHWEST CORNER OF THE BRICK HOME, AND 27 FEET NORTHEAST OF
 HZ2262'THE APPROXIMATE CENTER OF STATE ROUTE 11. IT IS A STANDARD DISK
 HZ2262'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 HZ2262'DISK IS STAMPED LOCUST 1947 NO 3 1968.
 HZ2262'
 HZ2262'REFERENCE MARK NO. 4 IS ACROSS THE HIGHWAY FROM THE STATION, 21 FEET
 HZ2262'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 11, 1.1
 HZ2262'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND AT THE
 HZ2262'NORTHEAST EDGE OF A CULTIVATED FIELD. IT IS A STANDARD DISK SET
 HZ2262'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 HZ2262'INCHES AND THE DISK IS STAMPED LOCUST 1947 NO 4 1968.
 HZ2262'
 HZ2262'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 HZ2262'REFERENCE MARK NO. 4 IS 133.98 FEET - 40.836 METERS.
 HZ2262'
 HZ2262'DUE TO THE MARKS LOCATION IN A LAWN AREA, NO WITNESS POST WERE SET AT
 HZ2262'THE STATION MARK OR REFERENCE MARK NO. 3.
 HZ2262'
 HZ2262'THE AZIMUTH MARK IS LOCATED ON THE PROPERTY OF WILLIAM HALL ABOUT 0.5
 HZ2262'OF A MILE WEST-SOUTHWEST OF THE STATION, 76 FEET SOUTHEAST OF
 HZ2262'THE APPROXIMATE INTERSECTION OF GERSWEIN ROAD AND HOPEWELL ROAD, 65
 HZ2262'FEET SOUTH OF THE APPROXIMATE CENTER OF GERSWEIN ROAD, 60 FEET
 HZ2262'SOUTHWEST OF A NORTHEAST FENCE CORNER POST, 46 FEET EAST OF THE
 HZ2262'APPROXIMATE CENTER OF HOPEWELL ROAD, AND 1.0 FOOT NORTHWEST OF A
 HZ2262'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 HZ2262'AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HZ2262'STAMPED LOCUST 1947 1968.
 HZ2262'
 HZ2262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON STATE
 HZ2262'ROUTE 11 FOR 0.05 OF A MILE TO GERSWEIN ROAD ON THE RIGHT.
 HZ2262'HERE TURN RIGHT ON GERSWEIN ROAD AND GO WESTERLY FOR 0.5 OF A MILE TO
 HZ2262'THE T INTERSECTION WITH HOPEWELL ROAD ON THE LEFT, AND THE
 HZ2262'AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3255 ***********************************************************************
 JZ3255  DESIGNATION -  LOGAN
 JZ3255  PID         -  JZ3255
 JZ3255  STATE/COUNTY-  IN/DEARBORN
 JZ3255  COUNTRY     -  US
 JZ3255  USGS QUAD   -  HOOVEN (2016)
 JZ3255
 JZ3255                         *CURRENT SURVEY CONTROL
 JZ3255  ______________________________________________________________________
 JZ3255* NAD 83(1997) POSITION- 39 14 59.57768(N) 084 52 18.90741(W)   ADJUSTED
 JZ3255* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 JZ3255  ______________________________________________________________________
 JZ3255  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 JZ3255  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 JZ3255  HORZ ORDER      -  FIRST
 JZ3255
 JZ3255.The horizontal coordinates were established by classical geodetic methods
 JZ3255.and adjusted by the National Geodetic Survey in May 1999.
 JZ3255
 JZ3255.The orthometric height was scaled from a topographic map.
 JZ3255
 JZ3255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3255.GEOID18 height accuracy estimate available here.
 JZ3255
 JZ3255.Click photographs - Photos may exist for this station.
 JZ3255
 JZ3255.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3255
 JZ3255. The following values were computed from the NAD 83(1997) position.
 JZ3255
 JZ3255;                    North         East     Units Scale Factor Converg.
 JZ3255;SPC IN E     -   444,537.852   168,601.499   MT  1.00002459   +0 30 10.3
 JZ3255;SPC IN E     - 1,458,454.60    553,153.42   sFT  1.00002459   +0 30 10.3
 JZ3255;SPC OH S     -   141,442.107   395,289.992   MT  0.99993865   -1 30 18.1
 JZ3255;SPC OH S     -   464,047.98  1,296,880.58   sFT  0.99993865   -1 30 18.1
 JZ3255;UTM  16      - 4,346,665.157   683,632.883   MT  1.00001521   +1 20 48.6
 JZ3255
 JZ3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3255!SPC IN E     -   0.99996032  x   1.00002459  =   0.99998491
 JZ3255!SPC OH S     -   0.99996032  x   0.99993865  =   0.99989898
 JZ3255!UTM  16      -   0.99996032  x   1.00001521  =   0.99997553
 JZ3255
 JZ3255:                Primary Azimuth Mark                     Grid Az
 JZ3255:SPC IN E     -  LOGAN AZ MK                              093 28 29.7
 JZ3255:SPC OH S     -  LOGAN AZ MK                              095 28 58.1
 JZ3255:UTM  16      -  LOGAN AZ MK                              092 37 51.4
 JZ3255
 JZ3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8363246665(NAD 83)
 JZ3255
 JZ3255|---------------------------------------------------------------------|
 JZ3255| PID    Reference Object                     Distance      Geod. Az  |
 JZ3255|                                                           dddmmss.s |
 JZ3255| CC8819 LOGAN RM 3                           32.199 METERS 00803     |
 JZ3255| JZ3263 CINCINNATI INDIANAP AWY BN 1        APPROX. 8.5 KM 0861554.2 |
 JZ3255| CC8816 LOGAN AZ MK                                        0935840.0 |
 JZ3255| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.22.3 KM 1175305.2 |
 JZ3255| CC8817 LOGAN RM 1                          231.300 METERS 16734     |
 JZ3255| JZ3259 YORKVILLE CATHOLIC CH STEEPLE       APPROX. 9.6 KM 2392628.8 |
 JZ3255| JZ3261 NEW ALSACE CATH CHURCH SPIRE        APPROX.11.2 KM 2610938.6 |
 JZ3255| CC8818 LOGAN RM 2                           39.440 METERS 26353     |
 JZ3255| JZ3265 ST LEON CATH CH STEEPLE             APPROX. 8.7 KM 3023021.7 |
 JZ3255| JZ3266 BEACON 2 R                          APPROX. 7.5 KM 3252726.4 |
 JZ3255|---------------------------------------------------------------------|
 JZ3255
 JZ3255                          SUPERSEDED SURVEY CONTROL
 JZ3255
 JZ3255  NAD 83(1995)-  39 14 59.57753(N)    084 52 18.90726(W) AD(       ) 1
 JZ3255  NAD 83(1993)-  39 14 59.58244(N)    084 52 18.91466(W) AD(       ) 1
 JZ3255  NAD 83(1986)-  39 14 59.58115(N)    084 52 18.91758(W) AD(       ) 1
 JZ3255  NAD 27      -  39 14 59.38500(N)    084 52 19.08900(W) AD(       ) 1
 JZ3255
 JZ3255.Superseded values are not recommended for survey control.
 JZ3255
 JZ3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3255.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3255
 JZ3255_MARKER: DS = TRIANGULATION STATION DISK
 JZ3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3255_STAMPING: LOGAN 1932
 JZ3255_MARK LOGO: CGS
 JZ3255_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3255+STABILITY: SURFACE MOTION
 JZ3255
 JZ3255  HISTORY     - Date     Condition        Report By
 JZ3255  HISTORY     - 1932     MONUMENTED       CGS
 JZ3255  HISTORY     - 1947     GOOD             CGS
 JZ3255
 JZ3255                          STATION DESCRIPTION
 JZ3255
 JZ3255'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ3255'THE STATION IS ABOUT 1 MILE SOUTH AND 3 MILES WEST OF HARRISON, 1.25
 JZ3255'MILES EAST OF LOGAN, 0.5 MILE NORTH OF THE HARRISON-SUNMAN
 JZ3255'ROAD, IN THE SOUTHWEST QUARTER OF SECTION 22, T. 7 N., R. 1 W., ON
 JZ3255'LAND BELONGING TO FRANK KOCHER.  IT IS IN THE SOUTHEAST CORNER
 JZ3255'OF A SMALL PASTURE LOT EAST OF THE KOCHER HOUSE, 9 METERS WEST OF THE
 JZ3255'NORTH-SOUTH FENCE LINE, 4.4 METERS NORTH OF THE EAST-WEST
 JZ3255'FENCE LINE AND JUST WEST OF THE FARM ROAD INTO MR. KOCHERS HOUSE AND
 JZ3255'NORTH OF THE GATE INTO THE LOT. THE STATION IS ABOUT 1 FOOT
 JZ3255'UNDER THE SURFACE OF THE GROUND.
 JZ3255'
 JZ3255'REFERENCE MARK NO. 1 IS 231.3 METERS SOUTH OF THE STATION IN AN
 JZ3255'EAST-WEST FENCE LINE, 1 METER WEST OF A TELEGRAPH POLE, 3.3
 JZ3255'METERS EAST OF THE SOUTHEAST EDGE OF A LARGE STACK OF EVEN-SHAPED
 JZ3255'STONES, AND 5.5 METERS SOUTH OF THE CENTER LINE OF THE FARM
 JZ3255'ROAD INTO THE KOCHER HOUSE.
 JZ3255'
 JZ3255'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE, 4 METERS EAST OF
 JZ3255'THE SOUTHEAST CORNER OF MR. KOCHERS YARD AND 17 METERS SOUTHEAST
 JZ3255'OF THE SOUTHEAST CORNER OF HIS HOUSE.
 JZ3255'
 JZ3255'THE AZIMUTH MARK IS 8 METERS NORTHWEST OF THE NORTHWEST CORNER OF A
 JZ3255'MEDIUM-SIZED WOODEN BARN, ABOUT 0.5 OF A KILOMETER EAST
 JZ3255'OF THE KOCHER HOUSE AND 4 METERS WEST OF THE CENTER LINE OF A FARM
 JZ3255'ROAD NORTH-SOUTH.
 JZ3255'
 JZ3255'TO REACH THE STATION FROM LOGAN, GO EAST ON THE HARRISON-LOGAN ROAD
 JZ3255'FOR A DISTANCE OF 1.7 MILES ON A GRAVEL ROAD, TURN LEFT ON A
 JZ3255'GRAVEL ROAD AND GO 0.5 MILE, TURN LEFT AGAIN ON THE ROAD INTO THE
 JZ3255'KOCHER HOUSE AND GO 0.5 MILE TO THE STATION.
 JZ3255
 JZ3255                          STATION RECOVERY (1947)
 JZ3255
 JZ3255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3255'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN GOOD
 JZ3255'CONDITION. A NEW REFERENCE MARK NO. 3 WAS SET AS REFERENCE MARK
 JZ3255'IS TOO GREAT A DISTANCE FROM THE STATION. A COMPLETE NEW DESCRIPTION
 JZ3255'FOLLOWS.
 JZ3255'
 JZ3255'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HARRISON, OHIO, 1 AND
 JZ3255'1/4 MILES EAST OF LOGAN, INDIANA AND 1/2 MILE NORTH OF THE
 JZ3255'SUNMAN-HARRISON ROAD IN THE SOUTHWEST QUARTER OF SEC. 22, T 7 N, R 1
 JZ3255'W ON LAND BELONGING TO MR. FRANK KOCKER, 30 FEET WEST OF A
 JZ3255'NORTH-SOUTH FENCE, 15 FEET NORTH OF AN EAST-WEST FENCE AND 21 FEET
 JZ3255'WEST OF THE CENTERLINE OF FARM ROAD LEADING INTO MR. KOCKERS
 JZ3255'HOUSE AND NORTH OF GATE AT THE SOUTHEAST CORNER OF SMALL PASTURE LOT
 JZ3255'WHICH IS JUST EAST OF MR. KOCKERS HOUSE. THE MARK IS 12 INCHES
 JZ3255'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LOGAN
 JZ3255'1932.
 JZ3255'
 JZ3255'REFERENCE MARK NO. 1 IS 758.85 FEET SOUTH OF THE STATION, 16 FEET
 JZ3255'SOUTH OF THE CENTERLINE OF FARM ROAD, 4 FEET EAST OF TELEPHONE
 JZ3255'POLE AND 1 FOOT NORTH OF EAST-WEST FENCE. THE MARK PROJECTS 2 INCHES
 JZ3255'AND THE DISK IS STAMPED LOGAN NO 1 1932.
 JZ3255'
 JZ3255'REFERENCE MARK NO. 2 IS 129.40 FEET WEST OF THE STATION, 55 FEET
 JZ3255'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 13 FEET EAST OF THE
 JZ3255'SOUTHEAST CORNER OF YARD FENCE AROUND HOUSE AND 1 FOOT NORTH OF
 JZ3255'FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOGAN NO
 JZ3255'2 1932.
 JZ3255'
 JZ3255'REFERENCE MARK NO. 3 IS 105.64 FEET NORTH OF THE STATION, 6 FEET EAST
 JZ3255'OF THE CENTERLINE OF FARM ROAD AND 1 FOOT WEST OF FENCE. THE MARK
 JZ3255'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOGAN NO 3 1947.
 JZ3255'
 JZ3255'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 31 FEET NORTHWEST
 JZ3255'OF THE NORTHWEST CORNER OF BARN OWNED BY MR.  ALBERT C. WHITE
 JZ3255'AND 11 FEET EAST OF THE CENTERLINE OF TRACK ROAD. THE MARK PROJECTS 6
 JZ3255'INCHES AND THE DISK IS STAMPED LOGAN 1932.
 JZ3255'
 JZ3255'TO REACH THE STATION FROM LOGAN, INDIANA, GO EAST ON THE
 JZ3255'HARRISON-LOGAN ROAD FOR 1.7 MILES TO A GRAVEL ROAD LEFT.  TURN
 JZ3255'LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A TRACK ROAD LEFT.
 JZ3255'FROM THIS POINT, CONTINUE NORTH ON GRAVEL ROAD FOR 0.1 MILE TO
 JZ3255'MR. A.C. WHITES FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK AS
 JZ3255'DESCRIBED. TURN LEFT ON TRACK ROAD AND GO WEST AND NORTH ON
 JZ3255'FARM ROAD FOR 0.5 MILE TO MR. KOCKERS FARM DWELLINGS AND THE STATION
 JZ3255'AS DESCRIBED.
 JZ3255'
 JZ3255'OBSERVATIONS WERE TAKEN FROM A 103-FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0057 ***********************************************************************
 LB0057  DESIGNATION -  LOGANSPORT
 LB0057  PID         -  LB0057
 LB0057  STATE/COUNTY-  IN/CASS
 LB0057  COUNTRY     -  US
 LB0057  USGS QUAD   -  LOGANSPORT (2019)
 LB0057
 LB0057                         *CURRENT SURVEY CONTROL
 LB0057  ______________________________________________________________________
 LB0057* NAD 83(1997) POSITION- 40 45 04.88434(N) 086 21 59.90251(W)   ADJUSTED
 LB0057* NAVD 88 ORTHO HEIGHT -   181.793 (meters)      596.43  (feet) ADJUSTED
 LB0057  ______________________________________________________________________
 LB0057  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LB0057  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 LB0057  DYNAMIC HEIGHT  -        181.707 (meters)      596.15  (feet) COMP
 LB0057  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 LB0057
 LB0057  HORZ ORDER      -  SECOND
 LB0057  VERT ORDER      -  SECOND    CLASS 0
 LB0057
 LB0057.The horizontal coordinates were established by classical geodetic methods
 LB0057.and adjusted by the National Geodetic Survey in May 1999.
 LB0057
 LB0057.The orthometric height was determined by differential leveling and
 LB0057.adjusted by the NATIONAL GEODETIC SURVEY
 LB0057.in June 1991.
 LB0057
 LB0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0057.GEOID18 height accuracy estimate available here.
 LB0057
 LB0057.Click photographs - Photos may exist for this station.
 LB0057
 LB0057.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0057
 LB0057.The dynamic height is computed by dividing the NAVD 88
 LB0057.geopotential number by the normal gravity value computed on the
 LB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0057.degrees latitude (g = 980.6199 gals.).
 LB0057
 LB0057.The modeled gravity was interpolated from observed gravity values.
 LB0057
 LB0057. The following values were computed from the NAD 83(1997) position.
 LB0057
 LB0057;                    North         East     Units Scale Factor Converg.
 LB0057;SPC IN E     -   611,182.620    40,888.641   MT  1.00000966   -0 27 25.0
 LB0057;SPC IN E     - 2,005,188.31    134,148.82   sFT  1.00000966   -0 27 25.0
 LB0057;SPC IN W     -   611,194.016   960,523.411   MT  1.00001174   +0 28 04.3
 LB0057;SPC IN W     - 2,005,225.70  3,151,317.22   sFT  1.00001174   +0 28 04.3
 LB0057;UTM  16      - 4,511,348.810   553,466.413   MT  0.99963518   +0 24 48.4
 LB0057
 LB0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0057!SPC IN E     -   0.99997684  x   1.00000966  =   0.99998650
 LB0057!SPC IN W     -   0.99997684  x   1.00001174  =   0.99998858
 LB0057!UTM  16      -   0.99997684  x   0.99963518  =   0.99961203
 LB0057
 LB0057:                Primary Azimuth Mark                     Grid Az
 LB0057:SPC IN E     -  EEL                                      348 03 00.7
 LB0057:SPC IN W     -  EEL                                      347 07 31.4
 LB0057:UTM  16      -  EEL                                      347 10 47.3
 LB0057
 LB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5346611348(NAD 83)
 LB0057
 LB0057|---------------------------------------------------------------------|
 LB0057| PID    Reference Object                     Distance      Geod. Az  |
 LB0057|                                                           dddmmss.s |
 LB0057| LB2430 MULBORN                             279.669 METERS 07341     |
 LB0057| LB0109 EEL                                 APPROX. 0.5 KM 3473535.7 |
 LB0057|---------------------------------------------------------------------|
 LB0057
 LB0057                          SUPERSEDED SURVEY CONTROL
 LB0057
 LB0057  NAD 83(1986)-  40 45 04.89126(N)    086 21 59.92126(W) AD(       ) 2
 LB0057  NAD 27      -  40 45 04.73100(N)    086 21 59.92440(W) AD(       ) 2
 LB0057  USSD        -  40 45 04.75800(N)    086 21 59.76400(W) AD(       ) 3
 LB0057  NGVD 29 (??/??/92)  181.915  (m)          596.83   (f) ADJ UNCH    2 0
 LB0057  NGVD 29             181.92   (m)          596.8    (f) LEVELING    3  
 LB0057
 LB0057.Superseded values are not recommended for survey control.
 LB0057
 LB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0057.See file dsdata.pdf to determine how the superseded data were derived.
 LB0057
 LB0057_MARKER: DS = TRIANGULATION STATION DISK
 LB0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0057_SP_SET: BRIDGE CURBING
 LB0057_STAMPING: LOGANSPORT 1920
 LB0057_MARK LOGO: CGS
 LB0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0057
 LB0057  HISTORY     - Date     Condition        Report By
 LB0057  HISTORY     - 1920     MONUMENTED       CGS
 LB0057  HISTORY     - 1929     GOOD             LOCENG
 LB0057  HISTORY     - 1938     GOOD             CGS
 LB0057  HISTORY     - 20101027 MARK NOT FOUND   INDOT
 LB0057  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0057
 LB0057                          STATION DESCRIPTION
 LB0057
 LB0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB0057'ABOUT 165 YARDS W OF THE PENNSYLVANIA RAILROAD DEPOT AT
 LB0057'LOGANSPORT ON THE W SIDE OF THE TRACK, AT THE N END OF THE W
 LB0057'CURBING OF THE S THIRD STREET BRIDGE OVER THE WABASH RIVER,
 LB0057'11.740 METERS (38.52 FEET) W OF THE W AND NEAREST RAIL OF
 LB0057'THE EASTBOUND MAIN TRACK, 0.650 METER (2.13 FEET) FROM THE END OF
 LB0057'THE CURB.  THE STATION MARK IS A BRONZE TABLET SET IN THE
 LB0057'CONCRETE PAVEMENT.  THERE IS NO REFERENCE MARK.
 LB0057
 LB0057                          STATION RECOVERY (1929)
 LB0057
 LB0057'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 LB0057'STATION RECOVERED.  DESCRIPTION FITS CONDITIONS EXCEPT
 LB0057'THAT TABLET IS ON THE S INSTEAD OF W SIDE OF PENNSYLVANIA TRACKS.
 LB0057
 LB0057                          STATION RECOVERY (1938)
 LB0057
 LB0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LB0057'AT LOGANSPORT.
 LB0057'AT LOGANSPORT, CASS COUNTY, ON THE CHICAGO-CINCINNATI LINE OF
 LB0057'THE PENNSYLVANIA RAILROAD, 150 YARDS WEST OF THE STATION, ON
 LB0057'THE NORTH END OF THE THIRD STREET BRIDGE OVER WABASH RIVER, 3
 LB0057'YARDS SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND IN THE
 LB0057'NORTH END OF THE CONCRETE CURBING OF THE WEST SIDEWALK.  A
 LB0057'STANDARD TRIANGULATION-STATION DISK, STAMPED LOGANSPORT 1920.
 LB0057'NOTE-- THIS MARK IS APT TO BE AFFECTED BY BRIDGE MOVEMENT.
 LB0057
 LB0057                          STATION RECOVERY (2010)
 LB0057
 LB0057'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLF)
 LB0057'MARK IS DESTROYED BY NEW 3RD STREET BRIDGE OVER WABASH RIVER
 LB0057
 LB0057                          STATION RECOVERY (2017)
 LB0057
 LB0057'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0057'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2427 ***********************************************************************
 LB2427  DESIGNATION -  LOGANSPORT ST JOSEPH CH SPIRE
 LB2427  PID         -  LB2427
 LB2427  STATE/COUNTY-  IN/CASS
 LB2427  COUNTRY     -  US
 LB2427  USGS QUAD   -  LOGANSPORT (2019)
 LB2427
 LB2427                         *CURRENT SURVEY CONTROL
 LB2427  ______________________________________________________________________
 LB2427* NAD 83(1997) POSITION- 40 45 08.66145(N) 086 22 08.50818(W)   ADJUSTED
 LB2427  ______________________________________________________________________
 LB2427  GEOID HEIGHT    -        -34.165 (meters)                     GEOID18
 LB2427  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LB2427  HORZ ORDER      -  THIRD
 LB2427
 LB2427.The horizontal coordinates were established by classical geodetic methods
 LB2427.and adjusted by the National Geodetic Survey in May 1999.
 LB2427
 LB2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2427.GEOID18 height accuracy estimate available here.
 LB2427
 LB2427.Click photographs - Photos may exist for this station.
 LB2427
 LB2427.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2427
 LB2427. The following values were computed from the NAD 83(1997) position.
 LB2427
 LB2427;                    North         East     Units Scale Factor Converg.
 LB2427;SPC IN E     -   611,300.742    40,687.702   MT  1.00000995   -0 27 30.6
 LB2427;SPC IN E     - 2,005,575.85    133,489.57   sFT  1.00000995   -0 27 30.6
 LB2427;SPC IN W     -   611,308.880   960,320.592   MT  1.00001143   +0 27 58.7
 LB2427;SPC IN W     - 2,005,602.55  3,150,651.81   sFT  1.00001143   +0 27 58.7
 LB2427;UTM  16      - 4,511,463.824   553,263.779   MT  0.99963492   +0 24 42.8
 LB2427
 LB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5326311463(NAD 83)
 LB2427
 LB2427                          SUPERSEDED SURVEY CONTROL
 LB2427
 LB2427  NAD 83(1986)-  40 45 08.66570(N)    086 22 08.51835(W) AD(       ) 3
 LB2427  NAD 27      -  40 45 08.51600(N)    086 22 08.51500(W) AD(       ) 3
 LB2427
 LB2427.Superseded values are not recommended for survey control.
 LB2427
 LB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2427.See file dsdata.pdf to determine how the superseded data were derived.
 LB2427
 LB2427_MARKER: 91 = CHURCH CROSS
 LB2427
 LB2427  HISTORY     - Date     Condition        Report By
 LB2427  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2427  HISTORY     - 1989     GOOD             USPSQD
 LB2427
 LB2427                          STATION DESCRIPTION
 LB2427
 LB2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2427'THIS IS AN INTERSECTION STATION.
 LB2427'
 LB2427'STATION IS LOCATED ON THE NORTHWEST CORNER OF SECOND AND EAST MARKET
 LB2427'STREETS IN LOGANSPORT.  IT IS A TALL SPIRE LOCATED IN THE CENTER OF
 LB2427'THE FRONT OF A CEMENT BLOCK CHURCH AND HAS A CLOCK ON ALL FOUR
 LB2427'SIDES OF THE BASE OF THE SPIRE.  THE POINT OBSERVED ON WAS THE GOLD
 LB2427'CROSS ON THE POINT OF THE SPIRE.
 LB2427
 LB2427                          STATION RECOVERY (1989)
 LB2427
 LB2427'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0108 ***********************************************************************
 LB0108  DESIGNATION -  LOGANSPORT=PBM 242
 LB0108  PID         -  LB0108
 LB0108  STATE/COUNTY-  IN/CASS
 LB0108  COUNTRY     -  US
 LB0108  USGS QUAD   -  LOGANSPORT (2019)
 LB0108
 LB0108                         *CURRENT SURVEY CONTROL
 LB0108  ______________________________________________________________________
 LB0108* NAD 83(1986) POSITION- 40 45 04.     (N) 086 21 59.     (W)   SCALED
 LB0108* NAVD 88 ORTHO HEIGHT -   181.81  (+/-2cm)      596.5   (feet) VERTCON3
 LB0108  ______________________________________________________________________
 LB0108  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LB0108  VERT ORDER      -  THIRD (See Below)
 LB0108
 LB0108.The horizontal coordinates were scaled from a map and have
 LB0108.an estimated accuracy of +/- 6 seconds.
 LB0108
 LB0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB0108
 LB0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0108.GEOID18 height accuracy estimate available here.
 LB0108
 LB0108.The vertical order pertains to the NGVD 29 superseded value.
 LB0108
 LB0108.Click photographs - Photos may exist for this station.
 LB0108
 LB0108;                    North         East    Units  Estimated Accuracy
 LB0108;SPC IN E     -   611,160.       40,910.      MT  (+/- 180 meters Scaled)
 LB0108
 LB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL534113(NAD 83)
 LB0108
 LB0108                          SUPERSEDED SURVEY CONTROL
 LB0108
 LB0108  NGVD 29 (??/??/??)  181.93   (m)          596.9    (f) RESET       3  
 LB0108
 LB0108.Superseded values are not recommended for survey control.
 LB0108
 LB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0108.See file dsdata.pdf to determine how the superseded data were derived.
 LB0108
 LB0108_MARKER: DS = TRIANGULATION STATION DISK
 LB0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0108_SP_SET: BRIDGE CURB
 LB0108_STAMPING: LOGANSPORT 1920
 LB0108_MARK LOGO: CGS
 LB0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0108
 LB0108  HISTORY     - Date     Condition        Report By
 LB0108  HISTORY     - 1920     MONUMENTED       CGS
 LB0108  HISTORY     - 1969     MARK NOT FOUND   CGS
 LB0108
 LB0108                          STATION DESCRIPTION
 LB0108
 LB0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LB0108'AT LOGANSPORT.
 LB0108'ON THE PENNSYLVANIA RAILROAD, ABOUT 500 FEET WEST OF THE STATION,
 LB0108'AT THE NORTH END OF THE THIRD STREET BRIDGE OVER WABASH RIVER,
 LB0108'40 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND IN THE NORTH
 LB0108'END OF THE CURBING OF THE WEST SIDEWALK.  A STANDARD DISK,
 LB0108'STAMPED LOGANSPORT 1920.  NOTE-- THIS TRAVERSE STATION WAS USED
 LB0108'AS PBM 242.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2696 ***********************************************************************
 LB2696  DESIGNATION -  LOGPORT
 LB2696  PID         -  LB2696
 LB2696  STATE/COUNTY-  IN/CASS
 LB2696  COUNTRY     -  US
 LB2696  USGS QUAD   -  ANOKA (2019)
 LB2696
 LB2696                         *CURRENT SURVEY CONTROL
 LB2696  ______________________________________________________________________
 LB2696* NAD 83(1997) POSITION- 40 42 39.98022(N) 086 22 28.16284(W)   ADJUSTED
 LB2696* NAD 83(1997) ELLIP HT-   189.072 (meters)        (05/25/99)   ADJUSTED
 LB2696* NAVD 88 ORTHO HEIGHT -   223.2   (meters)      732.    (feet) VERTCON3
 LB2696  ______________________________________________________________________
 LB2696  GEOID HEIGHT    -        -34.210 (meters)                     GEOID18
 LB2696  NAD 83(1997) X  -    306,165.611 (meters)                     COMP
 LB2696  NAD 83(1997) Y  - -4,832,031.050 (meters)                     COMP
 LB2696  NAD 83(1997) Z  -  4,138,280.936 (meters)                     COMP
 LB2696  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LB2696  HORZ ORDER      -  THIRD
 LB2696  ELLP ORDER      -  FOURTH    CLASS I
 LB2696
 LB2696.This mark is at Logansport Airport (GGP)
 LB2696
 LB2696.The horizontal coordinates were established by GPS observations
 LB2696.and adjusted by the National Geodetic Survey in May 1999.
 LB2696
 LB2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2696
 LB2696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2696.GEOID18 height accuracy estimate available here.
 LB2696
 LB2696.Click photographs - Photos may exist for this station.
 LB2696
 LB2696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2696
 LB2696.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2696
 LB2696.The ellipsoidal height was determined by GPS observations
 LB2696.and is referenced to NAD 83.
 LB2696
 LB2696. The following values were computed from the NAD 83(1997) position.
 LB2696
 LB2696;                    North         East     Units Scale Factor Converg.
 LB2696;SPC IN E     -   606,718.196    40,189.678   MT  1.00001068   -0 27 42.1
 LB2696;SPC IN E     - 1,990,541.28    131,855.64   sFT  1.00001068   -0 27 42.1
 LB2696;SPC IN W     -   606,718.892   959,896.566   MT  1.00001081   +0 27 44.5
 LB2696;SPC IN W     - 1,990,543.56  3,149,260.65   sFT  1.00001081   +0 27 44.5
 LB2696;UTM  16      - 4,506,875.968   552,835.558   MT  0.99963436   +0 24 28.8
 LB2696
 LB2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2696!SPC IN E     -   0.99997034  x   1.00001068  =   0.99998102
 LB2696!SPC IN W     -   0.99997034  x   1.00001081  =   0.99998115
 LB2696!UTM  16      -   0.99997034  x   0.99963436  =   0.99960471
 LB2696
 LB2696:                Primary Azimuth Mark                     Grid Az
 LB2696:SPC IN E     -  LOGPORT AZ MK                            268 49 46.7
 LB2696:SPC IN W     -  LOGPORT AZ MK                            267 54 20.1
 LB2696:UTM  16      -  LOGPORT AZ MK                            267 57 35.8
 LB2696
 LB2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5283506875(NAD 83)
 LB2696
 LB2696|---------------------------------------------------------------------|
 LB2696| PID    Reference Object                     Distance      Geod. Az  |
 LB2696|                                                           dddmmss.s |
 LB2696| LB2697 LOGPORT AZ MK                       APPROX. 0.7 KM 2682204.6 |
 LB2696|---------------------------------------------------------------------|
 LB2696
 LB2696                          SUPERSEDED SURVEY CONTROL
 LB2696
 LB2696  NAD 83(1986)-  40 42 39.98584(N)    086 22 28.17550(W) AD(       ) 3
 LB2696  NAD 27      -  40 42 39.84073(N)    086 22 28.17511(W) AD(       ) 3
 LB2696  NGVD 29 (02/23/89)  223.4    (m)  RAPSU86  model used  GPS OBS        
 LB2696
 LB2696.Superseded values are not recommended for survey control.
 LB2696
 LB2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2696.See file dsdata.pdf to determine how the superseded data were derived.
 LB2696
 LB2696_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2696_STAMPING: LOGPORT 1986
 LB2696_MARK LOGO: NGS
 LB2696_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2696+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2696
 LB2696  HISTORY     - Date     Condition        Report By
 LB2696  HISTORY     - 1988     MONUMENTED       NGS
 LB2696  HISTORY     - 20051219 POOR             BFSINC
 LB2696
 LB2696                          STATION DESCRIPTION
 LB2696
 LB2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2696'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF KOKOMO,
 LB2696'19.3 KM (12.00 MI) WEST OF PERU, 6.4 KM (4.00 MI) SOUTH OF LOGANSPORT
 LB2696'AND AT THE LOGANSPORT MUNICIPAL AIRPORT.  OWNERSHIP--LOGANSPORT
 LB2696'FLYING SERVICE, RT 3, BOX 170-C, LOGANSPORT, IN 46947, PHONE
 LB2696'219-753-4300.  MR. SAM WILLIAMSON IS AIRPORT MANAGER.
 LB2696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 17
 LB2696'NORTH AND STATE HIGHWAYS 329 AND 435 SOUTH IN LOGANSPORT, GO SOUTH ON
 LB2696'STATE HIGHWAY 329 FOR 4.0 KM (2.50 MI) TO THE END OF 329 AND THE
 LB2696'JUNCTION OF STATE HIGHWAY 29.  CONTINUE SOUTH ON STATE HIGHWAY 29 FOR
 LB2696'2.1 KM (1.30 MI) TO JUNCTION OF COUNTY ROAD 400S.  TURN LEFT AND GO
 LB2696'EAST FOR 0.6 KM (0.35 MI) TO AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 LB2696'LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) TO AIRPORT OFFICE.  FROM THE
 LB2696'EAST END OF THE FENCE ON THE NORTH SIDE OF OFFICE, GO NORTHEAST
 LB2696'ACROSS AIRPORT APRON ONTO TAXIWAY FOR 0.16 KM (0.10 MI) TO EDGE OF
 LB2696'RUNWAY AND STATION ON THE RIGHT.
 LB2696'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---LOGPORT
 LB2696'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2696'FLUSH WITH THE GROUND.  LOCATED 22.8 M (74.8 FT) WEST FROM CENTER OF
 LB2696'TAXIWAY, 16.2 M (53.1 FT) SOUTH FROM CENTER OF THE RUNWAY, 7.95 M
 LB2696'(26.1 FT) SOUTHWEST FROM A WHITE RUNWAY MARKER LIGHT, 2.2 M (7.2 FT)
 LB2696'SOUTHEAST FROM THE SOUTH ONE OF TWO BLUE RUNWAY MARKER LIGHTS AND
 LB2696'1.5M (4.9 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LB2696'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2696'DESCRIBED BY D.L. ADAMS.
 LB2696
 LB2696                          STATION RECOVERY (2005)
 LB2696
 LB2696'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2696'A SEARCH AT PUBLISHED COORDINATE LOCATION FOUND THE MONUMENT ON ITS
 LB2696'SIDE, 6 INCHES BELOW THE SURFACE, APPARENTLY DAMAGED BY EXPANSION
 LB2696'CONSTRUCTION AT THE AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2697 ***********************************************************************
 LB2697  DESIGNATION -  LOGPORT AZ MK
 LB2697  PID         -  LB2697
 LB2697  STATE/COUNTY-  IN/CASS
 LB2697  COUNTRY     -  US
 LB2697  USGS QUAD   -  CLYMERS (2019)
 LB2697
 LB2697                         *CURRENT SURVEY CONTROL
 LB2697  ______________________________________________________________________
 LB2697* NAD 83(1997) POSITION- 40 42 39.37400(N) 086 22 56.08027(W)   ADJUSTED
 LB2697* NAD 83(1997) ELLIP HT-   189.586 (meters)        (05/25/99)   ADJUSTED
 LB2697* NAVD 88 ORTHO HEIGHT -   223.8   (meters)      734.    (feet) VERTCON3
 LB2697  ______________________________________________________________________
 LB2697  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 LB2697  NAD 83(1997) X  -    305,512.399 (meters)                     COMP
 LB2697  NAD 83(1997) Y  - -4,832,085.006 (meters)                     COMP
 LB2697  NAD 83(1997) Z  -  4,138,267.096 (meters)                     COMP
 LB2697  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 LB2697  HORZ ORDER      -  THIRD
 LB2697  ELLP ORDER      -  FOURTH    CLASS I
 LB2697
 LB2697.This mark is at Logansport Airport (GGP)
 LB2697
 LB2697.The horizontal coordinates were established by GPS observations
 LB2697.and adjusted by the National Geodetic Survey in May 1999.
 LB2697
 LB2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2697
 LB2697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2697.GEOID18 height accuracy estimate available here.
 LB2697
 LB2697.Click photographs - Photos may exist for this station.
 LB2697
 LB2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2697
 LB2697.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2697
 LB2697.The ellipsoidal height was determined by GPS observations
 LB2697.and is referenced to NAD 83.
 LB2697
 LB2697. The following values were computed from the NAD 83(1997) position.
 LB2697
 LB2697;                    North         East     Units Scale Factor Converg.
 LB2697;SPC IN E     -   606,704.806    39,534.245   MT  1.00001165   -0 28 00.3
 LB2697;SPC IN E     - 1,990,497.35    129,705.27   sFT  1.00001165   -0 28 00.3
 LB2697;SPC IN W     -   606,694.933   959,241.434   MT  1.00000985   +0 27 26.3
 LB2697;SPC IN W     - 1,990,464.96  3,147,111.27   sFT  1.00000985   +0 27 26.3
 LB2697;UTM  16      - 4,506,852.640   552,180.650   MT  0.99963351   +0 24 10.6
 LB2697
 LB2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2697!SPC IN E     -   0.99997026  x   1.00001165  =   0.99998191
 LB2697!SPC IN W     -   0.99997026  x   1.00000985  =   0.99998011
 LB2697!UTM  16      -   0.99997026  x   0.99963351  =   0.99960378
 LB2697
 LB2697:                Primary Azimuth Mark                     Grid Az
 LB2697:SPC IN E     -  LOGPORT                                  088 49 46.7
 LB2697:SPC IN W     -  LOGPORT                                  087 54 20.1
 LB2697:UTM  16      -  LOGPORT                                  087 57 35.8
 LB2697
 LB2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5218006852(NAD 83)
 LB2697
 LB2697|---------------------------------------------------------------------|
 LB2697| PID    Reference Object                     Distance      Geod. Az  |
 LB2697|                                                           dddmmss.s |
 LB2697| LB2696 LOGPORT                             APPROX. 0.7 KM 0882146.4 |
 LB2697|---------------------------------------------------------------------|
 LB2697
 LB2697                          SUPERSEDED SURVEY CONTROL
 LB2697
 LB2697  NAD 83(1986)-  40 42 39.37962(N)    086 22 56.09293(W) AD(       ) 3
 LB2697  NAD 27      -  40 42 39.23453(N)    086 22 56.09156(W) AD(       ) 3
 LB2697  NGVD 29 (02/23/89)  223.9    (m)  RAPSU86  model used  GPS OBS        
 LB2697
 LB2697.Superseded values are not recommended for survey control.
 LB2697
 LB2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2697.See file dsdata.pdf to determine how the superseded data were derived.
 LB2697
 LB2697_MARKER: DZ = AZIMUTH MARK DISK
 LB2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2697_STAMPING: LOGPORT 1986
 LB2697_MARK LOGO: NGS
 LB2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2697+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2697
 LB2697  HISTORY     - Date     Condition        Report By
 LB2697  HISTORY     - 1988     MONUMENTED       NGS
 LB2697  HISTORY     - 20051219 POOR             BFSINC
 LB2697
 LB2697                          STATION DESCRIPTION
 LB2697
 LB2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2697'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF KOKOMO,
 LB2697'19.3 KM (12.00 MI) WEST OF PERU, 6.4 KM (4.00 MI) SOUTH OF LOGANSPORT
 LB2697'AND AT THE LOGANSPORT MUNICIPAL AIRPORT.  OWNERSHIP--LOGANSPORT
 LB2697'FLYING SERVICE, RT 3, BOX 170-C, LOGANSPORT, IN 46947, PHONE
 LB2697'219-753-4300.  MR. SAM WILLIAMSON IS AIRPORT MANAGER.
 LB2697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND 17
 LB2697'NORTH AND STATE HIGHWAYS 329 AND 435 SOUTH IN LOGANSPORT, GO SOUTH ON
 LB2697'STATE HIGHWAY 329 FOR 4.0 KM (2.50 MI) TO THE END OF 329 AND THE
 LB2697'JUNCTION OF STATE HIGHWAY 29.  CONTINUE SOUTH ON STATE HIGHWAY 29 FOR
 LB2697'2.1 KM (1.30 MI) TO JUNCTION OF COUNTY ROAD 400S.  TURN LEFT AND GO
 LB2697'EAST FOR 0.6 KM (0.35 MI) TO AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 LB2697'LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) TO AIRPORT OFFICE.  FROM THE
 LB2697'EAST END OF THE FENCE ON THE NORTH SIDE OF OFFICE, GO NORTHEAST
 LB2697'ACROSS AIRPORT APRON ONTO TAXIWAY FOR 0.16 KM (0.10 MI) TO EDGE OF
 LB2697'RUNWAY.  TURN LEFT AND GO WEST ON RUNWAY FOR 0.67 KM (0.40 MI) TO END
 LB2697'OF RUNWAY AND THE MARK ON THE LEFT.
 LB2697'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---LOGPORT
 LB2697'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2697'FLUSH WITH THE GROUND.  LOCATED 28.1 M (92.2 FT) SOUTH-SOUTHWEST FROM
 LB2697'CENTER OF RUNWAY, 5.25 M (17.2 FT) WEST FROM THE SOUTHWEST CORNER OF
 LB2697'A PAVED TURNAROUND AND 2.8 M (9.2 FT) SOUTH-SOUTHWEST FROM AN
 LB2697'ELECTRIC JUNCTION BOX.
 LB2697'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2697'DESCRIBED BY D.L. ADAMS.
 LB2697
 LB2697                          STATION RECOVERY (2005)
 LB2697
 LB2697'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2697'A SEARCH AT PUBLISHED COORDINATE LOCATION FOUND THE MONUMENT ON ITS
 LB2697'SIDE, 6 INCHES BELOW THE SURFACE, APPARENTLY DAMAGED BY EXPANSION
 LB2697'CONSTRUCTION AT THE AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2379 ***********************************************************************
 ME2379  DESIGNATION -  LOMAX
 ME2379  PID         -  ME2379
 ME2379  STATE/COUNTY-  IN/STARKE
 ME2379  COUNTRY     -  US
 ME2379  USGS QUAD   -  NORTH JUDSON (2019)
 ME2379
 ME2379                         *CURRENT SURVEY CONTROL
 ME2379  ______________________________________________________________________
 ME2379* NAD 83(1997) POSITION- 41 14 37.26878(N) 086 52 18.43196(W)   ADJUSTED
 ME2379* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 ME2379  ______________________________________________________________________
 ME2379  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME2379  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 ME2379  HORZ ORDER      -  FIRST
 ME2379
 ME2379.The horizontal coordinates were established by classical geodetic methods
 ME2379.and adjusted by the National Geodetic Survey in May 1999.
 ME2379
 ME2379.The orthometric height was scaled from a topographic map.
 ME2379
 ME2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2379.GEOID18 height accuracy estimate available here.
 ME2379
 ME2379.Click photographs - Photos may exist for this station.
 ME2379
 ME2379.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2379
 ME2379. The following values were computed from the NAD 83(1997) position.
 ME2379
 ME2379;                    North         East     Units Scale Factor Converg.
 ME2379;SPC IN W     -   665,641.707   917,732.219   MT  0.99997053   +0 08 22.1
 ME2379;SPC IN W     - 2,183,859.50  3,010,926.46   sFT  0.99997053   +0 08 22.1
 ME2379;UTM  16      - 4,565,816.993   510,743.128   MT  0.99960142   +0 05 04.3
 ME2379
 ME2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2379!SPC IN W     -   0.99997333  x   0.99997053  =   0.99994386
 ME2379!UTM  16      -   0.99997333  x   0.99960142  =   0.99957476
 ME2379
 ME2379:                Primary Azimuth Mark                     Grid Az
 ME2379:SPC IN W     -  LOMAX AZ MK                              274 02 21.4
 ME2379:UTM  16      -  LOMAX AZ MK                              274 05 39.2
 ME2379
 ME2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1074365816(NAD 83)
 ME2379
 ME2379|---------------------------------------------------------------------|
 ME2379| PID    Reference Object                     Distance      Geod. Az  |
 ME2379|                                                           dddmmss.s |
 ME2379| CM3059 LOMAX RM 1                           28.224 METERS 15600     |
 ME2379| CM3058 LOMAX AZ MK                                        2741043.5 |
 ME2379| ME2378 TT 22 F                              27.030 METERS 35855     |
 ME2379|---------------------------------------------------------------------|
 ME2379
 ME2379                          SUPERSEDED SURVEY CONTROL
 ME2379
 ME2379  NAD 83(1986)-  41 14 37.27437(N)    086 52 18.43872(W) AD(       ) 1
 ME2379  NAD 27      -  41 14 37.13300(N)    086 52 18.36350(W) AD(       ) 1
 ME2379
 ME2379.Superseded values are not recommended for survey control.
 ME2379
 ME2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2379.See file dsdata.pdf to determine how the superseded data were derived.
 ME2379
 ME2379_MARKER: DS = TRIANGULATION STATION DISK
 ME2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2379_STAMPING: LOMAX 1948
 ME2379_MARK LOGO: CGS
 ME2379_PROJECTION: PROJECTING 5 CENTIMETERS
 ME2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2379+STABILITY: SURFACE MOTION
 ME2379
 ME2379  HISTORY     - Date     Condition        Report By
 ME2379  HISTORY     - 1948     MONUMENTED       CGS
 ME2379
 ME2379                          STATION DESCRIPTION
 ME2379
 ME2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2379'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF NORTH JUDSON AND 3 MILES
 ME2379'NORTHEAST OF SAN PIERRE.  IT IS 108 FEET SOUTH OF CENTER OF A PAVED
 ME2379'ROAD, 18 FEET WEST OF CENTER OF A DIRT ROAD, 5 FEET SOUTHWEST OF A
 ME2379'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 ME2379'ABOUT 2 INCHES AND THE DISK IS STAMPED LOMAX 1948.
 ME2379'
 ME2379'REFERENCE MARK NO. 1 IS 92.60 FEET SOUTHEAST OF THE STATION.  IT IS 20
 ME2379'FEET EAST OF CENTER OF DIRT ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK
 ME2379'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LOMAX NO 1 1948.
 ME2379'
 ME2379'TT STA 22 F (USGS AND SS) BM WAS USED AS A REFERENCE MARK.  IT IS
 ME2379'88.68 FEET NORTH OF THE STATION, 20 FEET SOUTH OF CENTER OF A PAVED
 ME2379'ROAD, 3 FEET WEST OF A POWER POLE AND 3 FEET NORTHWEST OF A FENCE
 ME2379'CORNER.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH IS FLUSH WITH
 ME2379'THE GROUND AND THE DISK IS A STANDARD USGS AND SS DISK STAMPED TT STA
 ME2379'NO 22 F 1928.
 ME2379'
 ME2379'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, 19 FEET SOUTH OF CENTER OF
 ME2379'PAVED ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET EAST OF A POWER
 ME2379'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 ME2379'4 INCHES AND THE DISK IS STAMPED LOMAX 1948.
 ME2379'
 ME2379'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 43 WHICH
 ME2379'IS 6 MILES WEST OF NORTH JUDSON, GO NORTH ON HIGHWAY 43 FOR 1.9 MILES
 ME2379'TO T ROAD RIGHT, TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.7 MILE TO
 ME2379'THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST ON PAVED ROAD
 ME2379'FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 ME2379'
 ME2379'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2273 ***********************************************************************
 ME2273  DESIGNATION -  LONG
 ME2273  PID         -  ME2273
 ME2273  STATE/COUNTY-  IN/ELKHART
 ME2273  COUNTRY     -  US
 ME2273  USGS QUAD   -  NAPPANEE WEST (2019)
 ME2273
 ME2273                         *CURRENT SURVEY CONTROL
 ME2273  ______________________________________________________________________
 ME2273* NAD 83(1997) POSITION- 41 29 27.17831(N) 086 00 11.50031(W)   ADJUSTED
 ME2273* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 ME2273  ______________________________________________________________________
 ME2273  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 ME2273  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 ME2273  HORZ ORDER      -  THIRD
 ME2273
 ME2273.The horizontal coordinates were established by classical geodetic methods
 ME2273.and adjusted by the National Geodetic Survey in May 1999.
 ME2273
 ME2273.The orthometric height was scaled from a topographic map.
 ME2273
 ME2273.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2273.GEOID18 height accuracy estimate available here.
 ME2273
 ME2273.Click photographs - Photos may exist for this station.
 ME2273
 ME2273.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2273
 ME2273. The following values were computed from the NAD 83(1997) position.
 ME2273
 ME2273;                    North         East     Units Scale Factor Converg.
 ME2273;SPC IN E     -   693,127.845    71,898.189   MT  0.99997638   -0 13 22.6
 ME2273;SPC IN E     - 2,274,036.94    235,885.98   sFT  0.99997638   -0 13 22.6
 ME2273;UTM  16      - 4,593,731.597   583,208.335   MT  0.99968520   +0 39 37.5
 ME2273
 ME2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2273!SPC IN E     -   0.99996359  x   0.99997638  =   0.99993997
 ME2273!UTM  16      -   0.99996359  x   0.99968520  =   0.99964880
 ME2273
 ME2273:                Primary Azimuth Mark                     Grid Az
 ME2273:SPC IN E     -  LONG AZ                                  022 21 02.8
 ME2273:UTM  16      -  LONG AZ                                  021 28 02.7
 ME2273
 ME2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8320893731(NAD 83)
 ME2273
 ME2273|---------------------------------------------------------------------|
 ME2273| PID    Reference Object                     Distance      Geod. Az  |
 ME2273|                                                           dddmmss.s |
 ME2273| ME0421 LONG AZ                                            0220740.2 |
 ME2273| CM3063 LONG RM 1                            24.003 METERS 09851     |
 ME2273| CM3065 LONG RM 3                             9.260 METERS 10206     |
 ME2273| MD1682 NAPPANEE EAST WATER TANK            APPROX. 5.5 KM 1751258.9 |
 ME2273| ME2272 NAPPANEE WEST TANK                  APPROX. 5.5 KM 1773919.9 |
 ME2273| CM3064 LONG RM 2                            28.218 METERS 18344     |
 ME2273|---------------------------------------------------------------------|
 ME2273
 ME2273                          SUPERSEDED SURVEY CONTROL
 ME2273
 ME2273  NAD 83(1986)-  41 29 27.18173(N)    086 00 11.50819(W) AD(       ) 3
 ME2273  NAD 27      -  41 29 27.01230(N)    086 00 11.51060(W) AD(       ) 3
 ME2273
 ME2273.Superseded values are not recommended for survey control.
 ME2273
 ME2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2273.See file dsdata.pdf to determine how the superseded data were derived.
 ME2273
 ME2273_MARKER: DS = TRIANGULATION STATION DISK
 ME2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2273_STAMPING: LONG 1952
 ME2273_MARK LOGO: CGS
 ME2273_PROJECTION: FLUSH
 ME2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2273+STABILITY: SURFACE MOTION
 ME2273
 ME2273  HISTORY     - Date     Condition        Report By
 ME2273  HISTORY     - 1952     MONUMENTED       CGS
 ME2273  HISTORY     - 1957     GOOD             CGS
 ME2273  HISTORY     - 1969     GOOD             CGS
 ME2273
 ME2273                          STATION DESCRIPTION
 ME2273
 ME2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2273'STATION IS LOCATED ABOUT 3 MILES NORTH OF NAPPANEE ON PROPERTY OWNED
 ME2273'BY G. MAURICE LONG.  IT IS 97 FEET NORTH OF THE NORTHWEST CORNER OF A
 ME2273'BARN, 21 FEET SOUTHEAST OF A FENCE CORNER AND 17 FEET EAST OF A WHITE
 ME2273'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LONG 1952.
 ME2273'
 ME2273'REFERENCE MARK NO. 1 IS 81 FEET NORTH OF THE NORTHEAST CORNER OF A
 ME2273'BARN AND 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF A SMALL BUILDING.
 ME2273'THE MARK IS FLUSH AND THE DISK IS STAMPED LONG NO 1 1952.
 ME2273'
 ME2273'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF A BARN
 ME2273'AND 1 FOOT NORTH OF THE NORTH SIDE OF BARN.  THE MARK IS FLUSH AND THE
 ME2273'DISK IS STAMPED LONG NO 2 1952.
 ME2273'
 ME2273'AZIMUTH MARK IS 84 FEET NORTH OF THE CENTER OF A PAVED ROAD, 40 FEET
 ME2273'EAST OF THE CENTER OF STATE HIGHWAY 19, 3 FEET SOUTH OF A TELEPHONE
 ME2273'POLE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 ME2273'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LONG
 ME2273'1952.
 ME2273'
 ME2273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2273'HIGHWAY 19 IN NAPPANEE, GO NORTH ON STATE HIGHWAY 19 FOR 3.25 MILES TO
 ME2273'DRIVEWAY ON THE LEFT8TURN LEFT ON DRIVEWAY AND GO WEST FOR .05 MILE TO
 ME2273'THE STATION AS DESCRIBED.
 ME2273'
 ME2273'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON STATE HIGHWAY
 ME2273'19 FOR 0.2 MILE TO PAVED CROSSROAD AND THE MARK AS DESCRIBED.
 ME2273'
 ME2273'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2273
 ME2273                          STATION RECOVERY (1957)
 ME2273
 ME2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2273'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2273'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 ME2273'COMPLETE.
 ME2273
 ME2273                          STATION RECOVERY (1969)
 ME2273
 ME2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2273'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 ME2273'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND A REFERENCE
 ME2273'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 ME2273'CHECKED.  BENCH MARK G 171 1946 WAS FOUND NEAR THE AZIMUTH MARK AND IT
 ME2273'WAS CUT IN AS AN ADDITIONAL AZIMUTH AND LEVELS WERE RAN FROM IT TO THE
 ME2273'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS-
 ME2273'
 ME2273'THE STATION IS 97 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 20
 ME2273'FEET SOUTHEAST OF A FENCE CORNER, 16 FEET SOUTH OF A 12 INCH CEDAR
 ME2273'TREE, 37 FEET NORTHEAST OF THE NORTH GATE POST OF GATE, 35 FEET NORTH
 ME2273'OF THE CENTERLINE OF A FARM DRIVE, 78 FEET WEST OF THE SOUTHWEST
 ME2273'CORNER OF IMPLEMENT SHED AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 ME2273'MONUMENT IS FLUSH AND THE DISK IS STAMPED LONG 1952. THE PROPERTY AT
 ME2273'THE STATION SITE IS NOW OWNED BY MR. GLEN MILLER.
 ME2273'
 ME2273'REFERENCE MARK 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF THE BARN
 ME2273'AND 1 FOOT NORTH OF THE NORTH SIDE OF THE BARN.  THE MONUMENT IS FLUSH
 ME2273'AND THE DISK IS STAMPED LONG NO 2 1952.
 ME2273'
 ME2273'REFERENCE MARK 3 IS 48 FEET WEST OF THE SOUTHWEST CORNER OF THE SHED,
 ME2273'30 FEET NORTH OF THE CENTERLINE OF THE DRIVE AND 91 FEET NORTHWEST OF
 ME2273'THE NORTHEAST CORNER OF A CONCRETE BLOCK MILK SHED.  THE MONUMENT IS
 ME2273'FLUSH AND THE DISK IS STAMPED LONG 1952 NO 3 1969.
 ME2273'
 ME2273'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 ME2273'METAL WITNESS POST, 3 FEET WEST OF A FENCE, 40 FEET EAST OF THE
 ME2273'CENTERLINE OF STATE HIGHWAY 19, 63 FEET NORTH OF A FENCE CORNER AND 84
 ME2273'FEET NORTH OF THE CENTERLINE OF CO. RD. 46.  THE MONUMENT PROJECTS 2
 ME2273'INCHES AND THE DISK IS STAMPED LONG 1962.
 ME2273'
 ME2273'B.M. G 171 1946 IS A STANDARD USC AND GS BENCH MARK DISK SET IN THE
 ME2273'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS
 ME2273'STAMPED G 171 1946.  IT IS 1 FOOT NORTH OF A CONCRETE RIGHT-OF-WAY
 ME2273'POST, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, 3
 ME2273'FEET NORTH OF A FENCE CORNER, 6 FEET NORTHEAST OF A TELEPHONE POLE, 39
 ME2273'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 24 FEET NORTH OF CO.
 ME2273'RD. 46.
 ME2273'
 ME2273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2273'HIGHWAY 19, IN NAPANEE, GO NORTH ON HIGHWAY 19 FOR 3.25 MILES TO A
 ME2273'DRIVEWAY ON THE LEFT AND THE STATION ABOUT 500 FEET WEST.  TO REACH
 ME2273'THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE NORTH ON HIGHWAY 19 FOR
 ME2273'0.2 MILE TO THE AZIMUTH MARK AND B.M. G 171 1946 ON THE RIGHT.
 ME2273'
 ME2273'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2273'
 ME2273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES NORTH
 ME2273'OF NAPPANEE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1543 ***********************************************************************
 MD1543  DESIGNATION -  LONG
 MD1543  PID         -  MD1543
 MD1543  STATE/COUNTY-  IN/NOBLE
 MD1543  COUNTRY     -  US
 MD1543  USGS QUAD   -  CORUNNA (2019)
 MD1543
 MD1543                         *CURRENT SURVEY CONTROL
 MD1543  ______________________________________________________________________
 MD1543* NAD 83(1997) POSITION- 41 29 47.31000(N) 085 14 23.94681(W)   ADJUSTED
 MD1543* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 MD1543  ______________________________________________________________________
 MD1543  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 MD1543  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 MD1543  HORZ ORDER      -  SECOND
 MD1543
 MD1543.The horizontal coordinates were established by classical geodetic methods
 MD1543.and adjusted by the National Geodetic Survey in May 1999.
 MD1543
 MD1543.The orthometric height was scaled from a topographic map.
 MD1543
 MD1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1543.GEOID18 height accuracy estimate available here.
 MD1543
 MD1543.Click photographs - Photos may exist for this station.
 MD1543
 MD1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1543
 MD1543. The following values were computed from the NAD 83(1997) position.
 MD1543
 MD1543;                    North         East     Units Scale Factor Converg.
 MD1543;SPC IN E     -   693,782.128   135,627.051   MT  0.99998228   +0 16 57.8
 MD1543;SPC IN E     - 2,276,183.53    444,969.75   sFT  0.99998228   +0 16 57.8
 MD1543;UTM  16      - 4,595,368.124   646,906.538   MT  0.99986559   +1 09 58.9
 MD1543
 MD1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1543!SPC IN E     -   0.99995550  x   0.99998228  =   0.99993778
 MD1543!UTM  16      -   0.99995550  x   0.99986559  =   0.99982109
 MD1543
 MD1543:                Primary Azimuth Mark                     Grid Az
 MD1543:SPC IN E     -  W 3                                      265 57 01.0
 MD1543:UTM  16      -  W 3                                      265 03 59.9
 MD1543
 MD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4690695368(NAD 83)
 MD1543
 MD1543|---------------------------------------------------------------------|
 MD1543| PID    Reference Object                     Distance      Geod. Az  |
 MD1543|                                                           dddmmss.s |
 MD1543| CC8820 LONG RM 1                            54.157 METERS 17257     |
 MD1543| MD1612 KENDALLVILLE MUN LT WATER STK       APPROX. 6.3 KM 1893055.8 |
 MD1543| MD1611 KENDALLVILLE FLINT WALLING STK      APPROX. 6.0 KM 1981207.6 |
 MD1543| CC8821 LONG RM 2                            24.577 METERS 24557     |
 MD1543| MD1541 W 3                                 APPROX. 0.7 KM 2661358.8 |
 MD1543|---------------------------------------------------------------------|
 MD1543
 MD1543                          SUPERSEDED SURVEY CONTROL
 MD1543
 MD1543  NAD 83(1995)-  41 29 47.31066(N)    085 14 23.95074(W) AD(       ) 2
 MD1543  NAD 83(1986)-  41 29 47.31066(N)    085 14 23.95911(W) AD(       ) 2
 MD1543  NAD 27      -  41 29 47.13050(N)    085 14 24.05060(W) AD(       ) 2
 MD1543
 MD1543.Superseded values are not recommended for survey control.
 MD1543
 MD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1543.See file dsdata.pdf to determine how the superseded data were derived.
 MD1543
 MD1543_MARKER: DS = TRIANGULATION STATION DISK
 MD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1543_STAMPING: LONG 1946
 MD1543_MARK LOGO: CGS
 MD1543_PROJECTION: FLUSH
 MD1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1543+STABILITY: SURFACE MOTION
 MD1543
 MD1543  HISTORY     - Date     Condition        Report By
 MD1543  HISTORY     - 1946     MONUMENTED       CGS
 MD1543  HISTORY     - 1963     GOOD             CGS
 MD1543  HISTORY     - 1979     GOOD             NGS
 MD1543
 MD1543                          STATION DESCRIPTION
 MD1543
 MD1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1543'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST FROM KENDALLVILLE
 MD1543'AND 6-3/4 MILES EAST FROM ROME CITY.  IT IS 28 FEET SOUTHEAST OF THE
 MD1543'SOUTHWEST CORNER OF AN UNPAINTED SHED, 13 FEET NORTHEAST OF A WHITE
 MD1543'WITNESS POST AND 12 FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH
 MD1543'WITH THE GROUND AND THE DISK IS STAMPED LONG 1946.
 MD1543'
 MD1543'REFERENCE MARK NO. 1 IS 177.12 FEET SOUTH OF THE STATION, 41 FEET
 MD1543'SOUTHWEST OF A 24 INCH WALNUT TREE, 18 FEET NORTH OF THE APPROXIMATE
 MD1543'CENTERLINE OF A GRAVEL ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 MD1543'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LONG
 MD1543'NO 1 1946.
 MD1543'
 MD1543'REFERENCE MARK NO. 2 IS 80.64 FEET SOUTHWEST OF THE STATION, 36 FEET
 MD1543'SOUTH OF A FENCE CORNER, 13 FEET NORTH OF A 10 INCH WALNUT TREE AND 1
 MD1543'FOOT EAST OF A NORTH-SOUTH FENCE LINE THE MARK IS FLUSH WITH THE
 MD1543'GROUND AND THE DISK IS STAMPED LONG NO 2 1946.
 MD1543'
 MD1543'W3 (USGS) B.M. IS 2146.54 FEET WEST OF THE STATION, 40 FEET SOUTH OF A
 MD1543'T-ROAD INTERSECTION, 15 FEET NORTHEAST OF A 36 INCH ASH TREE, 7 FOOT
 MD1543'EAST OF A POWER LINE POLE AND 4 FEET WEST OF A FENCE CORNER.  THE MARK
 MD1543'IS AN 8 BY 8 CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  THE DISK IS
 MD1543'A STANDARD USGS BENCH MARK STAMPED W3 1013 FT. ELEV.
 MD1543'
 MD1543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6 AND STATE
 MD1543'HIGHWAY NO. 3 ON THE NORTH SIDE OF KENDALLVILLE, GO NORTH ON STATE
 MD1543'HIGHWAY NO. 5 FOR 2.9 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST
 MD1543'FOR 1.15 MILES TO A T-ROAD RIGHT AND W3 (USGS) ON THE LEFT AS
 MD1543'DESCRIBED.  CONTINUE EAST, STRAIGHT AHEAD, FOR 0.35 MILE TO A GATE ON
 MD1543'THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO NORTH ON DRIVE FOR
 MD1543'200 FEET TO AN UNPAINTED SHED AND THE STATION ON THE LEFT.
 MD1543'
 MD1543'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1543
 MD1543                          STATION RECOVERY (1963)
 MD1543
 MD1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1543'ABOUT 3.1 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS W ONE OF TWO
 MD1543'0.15-MILE-APART JUNCTIONS WITH NO. 6 U. S. HWY. IN N PART OF
 MD1543'KENDALLVILLE TO A CROSSROADS AND TURN RIGHT, THENCE 1.2 MILES E ON
 MD1543'COUNTY ROAD TO ROAD T-INTERSECTION AND THE AZIMUTH MARK ON LEFT,
 MD1543'THENCE CONTINUE 0.40 MILE E AND TURN LEFT THRU GATE, THENCE ABOUT 60
 MD1543'YARDS TO TOP OF HILL AND THE STATION, 28 FEET SE OF SW CORNER OF
 MD1543'ABANDONED CORN BARN, 28 FEET SW OF SE CORNER OF SAME, STANDARD DISKS
 MD1543'STAMPED LONG 1946, SET IN 1A AND 7A MARKS, THE TOP MARK FLUSH.
 MD1543'
 MD1543'REFERENCE STAMPED LONG NO 1 1946, NOTE 11A, FLUSH, IS 177.12 FEET OR
 MD1543'53.986 METERS S IN AZIMUTH 352 DEG 58 MIN FROM STATION, 20 FEET N OF
 MD1543'CENTER LINE OF GRAVEL ROAD, 1.0 FEET HIGHER THAN SAME, 23 FEET E OF
 MD1543'CENTER LINE OF FARM ROAD, 16 FEET E OF CREOSOTED GATEPOST, AND 1.4
 MD1543'FEET W OF STEEL WITNESS POST.
 MD1543'
 MD1543'REFERENCE STAMPED LONG NO 2 1946, NOTE 11A, FLUSH IS 80.60 FEET OR
 MD1543'24.567 METERS WSW IN AZIMUTH 65 DEG 57 MIN FROM STATION, 32 FEET S OF
 MD1543'A SMALL POLE OF BOULDERS, 36 FEET S OF FENCE CORNER, ONE FOOT E OF
 MD1543'FENCE, AND 13 FEET N OF 14-INCH WALNUT TREE.
 MD1543'
 MD1543'AZIMUTH MARK IS A STANDARD U. S. GEOLOGICAL SURVEY DISK STAMPED W 3
 MD1543'1013 FEET 1938 SET IN TOP OF 8-INCH SQUARE CONCRETE POST, PROJECTING
 MD1543'0.3 FOOT ABOVE GROUND, IS 654.720 METERS OR 2148.03 FEET W IN AZIMUTH
 MD1543'86 DEG 13 MIN 57.9 SEC FROM STATION, 22 FEET N OF CENTER LINE OF NO.
 MD1543'1000 N COUNTY ROAD, 0.9 FOOT LOWER THAN SAME, 10 FEET W OF PROJECTED
 MD1543'C/L OF NO.  925 E COUNTY ROAD, AND 4 FEET W OF A FENCE.
 MD1543
 MD1543                          STATION RECOVERY (1979)
 MD1543
 MD1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MD1543'THE STATION UNDERGROUND MARK WAS FOUND IN GOOD CONDITION, REFERENCE
 MD1543'MARKS 1, 2 AND USGS BM W 3 WERE FOUND IN GOOD CONDITION.  A NEW
 MD1543'STATION SURFACE MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE
 MD1543'DIRECTION TO THE REFERENCE MARKS CHECKED.  REFERENCE MARK 1 WAS LONGER
 MD1543'BY 0.56 FOOT, NO 2 CHECKED.
 MD1543'
 MD1543'THE TOO REACH IS CORRECT, A NEW DESCRIPTION FOLLOWS.  IT IS 178 FEET N
 MD1543'OF A METAL WITNESS POST, 197 FEET N OF THE CENTER LINE OF THE ROAD, 70
 MD1543'FEET E OF A 10 INCH WALNUT TREE, 2 FEET W OF A METAL WITNESS POST AND
 MD1543'ON THE HIGHEST PART OF THE HILL.  THE MARK IS ABOUT 3 INCHES
 MD1543'UNDERGROUND AND THE DISK STAMPED LONG 1946 1979.
 MD1543'
 MD1543'REFERENCE MARK 1 IS 18 FEET N OF CENTER LINE OF ROAD, 15 FEET E OF A
 MD1543'GATE POST, 1 FOOT W OF A METAL WITNESS POST AND 1 FOOT N OF A WIDE
 MD1543'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK STAMPED LONG NO 1 1946.
 MD1543'
 MD1543'REFERENCE MARK 2 IS 83 FEET SW OF THE METAL WITNESS POST, 23 FEET S OF
 MD1543'A 10 INCH WALNUT TREE AND 12 FEET N OF A 18 INCH WALNUT TREE.  THE
 MD1543'MARK PROJECTS 1 INCH AND THE DISK STAMPED LONG NO 2 1946.
 MD1543'
 MD1543'W 3 A USGS BENCH MARK USED AS THE AZIMUTH MARK IS 22 FEET N OF THE
 MD1543'CENTER LINE OF THE ROAD, 6 FEET NE OF POWER POLE NUMBER H 90 AND 5
 MD1543'FEET NW OF A FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0421 ***********************************************************************
 ME0421  DESIGNATION -  LONG AZ
 ME0421  PID         -  ME0421
 ME0421  STATE/COUNTY-  IN/ELKHART
 ME0421  COUNTRY     -  US
 ME0421  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0421
 ME0421                         *CURRENT SURVEY CONTROL
 ME0421  ______________________________________________________________________
 ME0421* NAD 83(1986) POSITION- 41 29 36.     (N) 086 00 06.     (W)   SCALED
 ME0421* NAVD 88 ORTHO HEIGHT -   263.41  (meters)      864.2   (feet) RESET
 ME0421  ______________________________________________________________________
 ME0421  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 ME0421  VERT ORDER      -  THIRD
 ME0421
 ME0421.The horizontal coordinates were scaled from a map and have
 ME0421.an estimated accuracy of +/- 6 seconds.
 ME0421
 ME0421.The orthometric height was computed from unverified reset data.
 ME0421
 ME0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0421.GEOID18 height accuracy estimate available here.
 ME0421
 ME0421.Click photographs - Photos may exist for this station.
 ME0421
 ME0421;                    North         East    Units  Estimated Accuracy
 ME0421;SPC IN E     -   693,400.       72,030.      MT  (+/- 180 meters Scaled)
 ME0421
 ME0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833940(NAD 83)
 ME0421
 ME0421                          SUPERSEDED SURVEY CONTROL
 ME0421
 ME0421.No superseded survey control is available for this station.
 ME0421
 ME0421_MARKER: DZ = AZIMUTH MARK DISK
 ME0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0421_STAMPING: LONG 1952
 ME0421_MARK LOGO: CGS
 ME0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0421+STABILITY: SURFACE MOTION
 ME0421
 ME0421  HISTORY     - Date     Condition        Report By
 ME0421  HISTORY     - 1952     MONUMENTED       CGS
 ME0421  HISTORY     - 1969     GOOD             CGS
 ME0421
 ME0421                          STATION DESCRIPTION
 ME0421
 ME0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME0421'3.4 MI N FROM NAPPANEE.
 ME0421'3.45 MILES NORTH ALONG STATE HIGHWAY 19 FROM ITS JUNCTION WITH U.S.
 ME0421'HIGHWAY 6 IN NAPPANEE, 1 FOOT WEST OF A METAL WITNESS POST, 1
 ME0421'FOOT SOUTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE, 40 FEET
 ME0421'EAST OF THE CENTERLINE OF THE HIGHWAY, 63 FEET NORTH OF A FENCE
 ME0421'CORNER AND 84 FEET NORTH OF THE CENTERLINE OF CO. RD. 46.  DISK IS
 ME0421'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1995 ***********************************************************************
 HZ1995  DESIGNATION -  LONG RUN
 HZ1995  PID         -  HZ1995
 HZ1995  STATE/COUNTY-  IN/SWITZERLAND
 HZ1995  COUNTRY     -  US
 HZ1995  USGS QUAD   -  BENNINGTON (2019)
 HZ1995
 HZ1995                         *CURRENT SURVEY CONTROL
 HZ1995  ______________________________________________________________________
 HZ1995* NAD 83(1997) POSITION- 38 47 18.08386(N) 085 09 22.05420(W)   ADJUSTED
 HZ1995* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 HZ1995  ______________________________________________________________________
 HZ1995  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 HZ1995  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 HZ1995  HORZ ORDER      -  THIRD
 HZ1995
 HZ1995.The horizontal coordinates were established by classical geodetic methods
 HZ1995.and adjusted by the National Geodetic Survey in May 1999.
 HZ1995
 HZ1995.The orthometric height was scaled from a topographic map.
 HZ1995
 HZ1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1995.GEOID18 height accuracy estimate available here.
 HZ1995
 HZ1995.Click photographs - Photos may exist for this station.
 HZ1995
 HZ1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1995
 HZ1995. The following values were computed from the NAD 83(1997) position.
 HZ1995
 HZ1995;                    North         East     Units Scale Factor Converg.
 HZ1995;SPC IN E     -   393,125.612   144,356.389   MT  0.99999088   +0 19 11.4
 HZ1995;SPC IN E     - 1,289,779.61    473,609.25   sFT  0.99999088   +0 19 11.4
 HZ1995;SPC KY1Z     - 1,272,641.745 1,551,599.345   MT  1.00003161   +0 21 52.6
 HZ1995;SPC KY1Z     - 4,175,325.46  5,090,538.85   sFT  1.00003161   +0 21 52.6
 HZ1995;SPC KY N     -   143,393.650   421,275.265   MT  0.99997774   -0 33 49.2
 HZ1995;SPC KY N     -   470,450.67  1,382,133.93   sFT  0.99997774   -0 33 49.2
 HZ1995;UTM  16      - 4,294,905.293   660,144.844   MT  0.99991582   +1 09 19.2
 HZ1995
 HZ1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1995!SPC IN E     -   0.99996236  x   0.99999088  =   0.99995324
 HZ1995!SPC KY1Z     -   0.99996236  x   1.00003161  =   0.99999397
 HZ1995!SPC KY N     -   0.99996236  x   0.99997774  =   0.99994010
 HZ1995!UTM  16      -   0.99996236  x   0.99991582  =   0.99987818
 HZ1995
 HZ1995:                Primary Azimuth Mark                     Grid Az
 HZ1995:SPC IN E     -  VEVAY                                    109 25 25.0
 HZ1995:SPC KY1Z     -  VEVAY                                    109 22 43.8
 HZ1995:SPC KY N     -  VEVAY                                    110 18 25.6
 HZ1995:UTM  16      -  VEVAY                                    108 35 17.2
 HZ1995
 HZ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6014494905(NAD 83)
 HZ1995
 HZ1995|---------------------------------------------------------------------|
 HZ1995| PID    Reference Object                     Distance      Geod. Az  |
 HZ1995|                                                           dddmmss.s |
 HZ1995| CG8836 LONG RUN RM 3                        29.935 METERS 04058     |
 HZ1995| CG8834 LONG RUN RM 1                        25.603 METERS 04640     |
 HZ1995| HZ1993 VEVAY                               APPROX. 9.4 KM 1094436.4 |
 HZ1995| CG8833 LONG RUN AZ MK                                     2954546.6 |
 HZ1995| CG8835 LONG RUN RM 2                        27.401 METERS 33621     |
 HZ1995|---------------------------------------------------------------------|
 HZ1995
 HZ1995                          SUPERSEDED SURVEY CONTROL
 HZ1995
 HZ1995  NAD 83(1995)-  38 47 18.08371(N)    085 09 22.05364(W) AD(       ) 3
 HZ1995  NAD 83(1993)-  38 47 18.08421(N)    085 09 22.05510(W) AD(       ) 3
 HZ1995  NAD 83(1986)-  38 47 18.08463(N)    085 09 22.06164(W) AD(       ) 3
 HZ1995  NAD 27      -  38 47 17.86500(N)    085 09 22.23500(W) AD(       ) 3
 HZ1995
 HZ1995.Superseded values are not recommended for survey control.
 HZ1995
 HZ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1995.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1995
 HZ1995_MARKER: DS = TRIANGULATION STATION DISK
 HZ1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1995_STAMPING: LONG RUN 1947
 HZ1995_MARK LOGO: CGS
 HZ1995_PROJECTION: FLUSH
 HZ1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1995+STABILITY: SURFACE MOTION
 HZ1995
 HZ1995  HISTORY     - Date     Condition        Report By
 HZ1995  HISTORY     - 1947     MONUMENTED       CGS
 HZ1995  HISTORY     - 1964     GOOD             CGS
 HZ1995  HISTORY     - 1976     MARK NOT FOUND   USACE
 HZ1995  HISTORY     - 1976     GOOD             NGS
 HZ1995
 HZ1995                          STATION DESCRIPTION
 HZ1995
 HZ1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1995'THE STATION IS LOCATED BESIDE STATE HIGHWAY 129, IN THE SOUTHEAST
 HZ1995'CORNER OF THE LONG RUN BAPTIST CHURCH YARD, ABOUT 6 MILES
 HZ1995'NORTHWEST OF VEVAY, AND 1 MILE SOUTHEAST OF MOOREFIELD. IT IS 125
 HZ1995'FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 75.8 FEET
 HZ1995'NORTHWEST OF THE NORTHWEST CORNER OF THECHURCH CEMETERY, 43 FEET WEST
 HZ1995'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 21 FEET
 HZ1995'WEST OF A TELEPHONE POLE AND A WITNESS POST. THE MARK IS FLUSH WITH
 HZ1995'THE GROUND AND THE DISK IS STAMPED LONG RUN 1947.
 HZ1995'
 HZ1995'REFERENCE MARK NO. 1 IS 84.00 FEET NORTHEAST OF THE STATION, 88.3
 HZ1995'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 12
 HZ1995'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 HZ1995'WEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ1995'STAMPED LONG RUN NO 1 1947.
 HZ1995'
 HZ1995'REFERENCE MARK NO. 2 IS 89.90 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ1995'44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH. THE
 HZ1995'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LONG RUN NO 2 1947.
 HZ1995'
 HZ1995'THE AZIMUTH MARK IS 0.25 MILE WEST-NORTHWEST OF THE STATION, 19 FEET
 HZ1995'NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 11.2
 HZ1995'FEET NORTHEAST OF A 12-INCH APPLE TREE, AND 1.5 FEET EAST OF A
 HZ1995'WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ1995'STAMPED LONG RUN 1947.
 HZ1995'
 HZ1995'TO REACH THE STA.  FROM THE TRAFFIC LIGHT IN VEVAY, GO WEST ON STATE
 HZ1995'HIGHWAY 56 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY 129 ON THE
 HZ1995'RIGHT. TURN RIGHT, NORTHERLY, AND GO ON STATE HIGHWAY 129 FOR 6.3
 HZ1995'MILES TO THE LONG RUN BAPTIST CHURCH ON THE LEFT AND THE STATION.
 HZ1995'
 HZ1995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST ON
 HZ1995'STATE HIGHWAY 129 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ1995'
 HZ1995'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1995
 HZ1995                          STATION RECOVERY (1964)
 HZ1995
 HZ1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ1995'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ1995'IN GOOD CONDITION.
 HZ1995'
 HZ1995'THE ORIGINAL DESCRIPTION IS OBSOLETE.  A COMPLETE NEW DESCRIPTION
 HZ1995'FOLLOWS--
 HZ1995'
 HZ1995'THE STATION IS LOCATED ABOUT 6 MILES NW OF VEVAY AND 1 MILE SE OF THE
 HZ1995'VILLAGE OF MOOREFIELD, IN THE SE CORNER OF THE LONG RUN BAPTIST
 HZ1995'CHURCHYARD.  IT IS 125 FEET SSE OF THE SE CORNER OF THE CHURCH, 76
 HZ1995'FEET NW OF THE NW CORNER OF THE CEMETERY, 43 FEET W OF THE
 HZ1995'APPROXIMATE CENTERLINE OF STATE HWY. 129, 28 FEET NE OF A LARGE
 HZ1995'LOCUST TREE WITH A PROMINENT FORK AND 43 FEET NW OF A POWERLINE
 HZ1995'POLE.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HZ1995'LONG RUN 1947.
 HZ1995'
 HZ1995'REFERENCE MARK NO. 1 IS 84.00 FEET OF THE STATION, 19 FEET SOUTH OF
 HZ1995'A TELEPHONE POLE, 13-1/2 FEET EAST OF THE CENTERLINE OF THE ROAD
 HZ1995'AND 1 FOOT SW OF THE R-0-W FENCE LINE.  THE MONUMENT PROJECTS ABOUT
 HZ1995'14 INCHES AND THE DISK IS STAMPED LONG RUN NO 1 1947.
 HZ1995'
 HZ1995'REFERENCE MARK NO. 2 IS 89.90 FEET NNW OF THE STATION, 44 FEET SOUTH
 HZ1995'OF THE SW CORNER OF THE CHURCH, 14 FEET NE OF A WIRE FENCE, 13 FEET
 HZ1995'NNE OF A 24-INCH WALNUT TREE AND 6 FEET SOUTH OF A 36-INCH MAPLE
 HZ1995'TREE.  THE MONUMENT IS ABOUT 4 INCHES UNDERGROUND AND THE DISK IS
 HZ1995'STAMPED LONG RUN NO 2 1947.
 HZ1995'
 HZ1995'THE AZIMUTH MARK IS 0.25 MILE WNW OF THE STATION, 17 FEET SOUTH OF
 HZ1995'THE APPROXIMATE CENTERLINE OF THE ROAD AND 5 FEET SOUTH OF A
 HZ1995'POWERLINE POLE.  THE MONUMENT PROJECTS ABOUT 6 INCHES AND THE
 HZ1995'DISK IS STAMPED LONG RUN 1947.
 HZ1995'
 HZ1995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 129,
 HZ1995'ABOUT 1 MILE WEST OF VEVAY, GO NORTHERLY ON HIGHWAY 129 FOR 6.2
 HZ1995'MILES TO THE LONG RUN BAPTIST CHURCH ON THE LEFT AND THE STATION AS
 HZ1995'DESCRIBED.
 HZ1995'
 HZ1995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST ON
 HZ1995'HIGHWAY 129 FOR 0.25 MILE TO THE MARK ON THE LEFT (THIS IS JUST
 HZ1995'BEFORE REACHING A SHARP CURVE TO THE RIGHT).
 HZ1995
 HZ1995                          STATION RECOVERY (1976)
 HZ1995
 HZ1995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1976
 HZ1995'REFERENCE NO. 1 REMOVED FROM GROUND - DESTROYED.
 HZ1995'
 HZ1995'AZIMUTH MARK REMOVED FROM GROUND - DESTROYED.
 HZ1995'
 HZ1995'NOTE--THIS IS SECOND HAND INFORMATION, REMOVED MONUMENTS ARE
 HZ1995'AVAILABLE WITH THE MAN AT THE PHONE LISTED ABOVE.
 HZ1995'
 HZ1995'DISTANCE AND DIRECTION FROM NEAREST TOWN--SIX (6) MILES NORTHEAST
 HZ1995'OF VEVAY, INDIANA.
 HZ1995
 HZ1995                          STATION RECOVERY (1976)
 HZ1995
 HZ1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ1995'STATION MARK, REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 HZ1995'REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND AND THE DISK WAS
 HZ1995'SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED.
 HZ1995'NOT VISIBLE OBJECT VISIBLE TO SET ANOTHER AZIMUTH MARK.  REFERENCE
 HZ1995'MARK 3 WAS SET.
 HZ1995'
 HZ1995'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS--
 HZ1995'
 HZ1995'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF VEVAY IN THE
 HZ1995'SOUTHEAST CORNER OF THE LONG RUN BAPTIST CHURCH YARD, 125 FEET SOUTH
 HZ1995'OF THE SOUTHEAST CORNER OF THE CHURCH, 96.6 FEET NORTHWEST OF
 HZ1995'MATHEW WORSTEL HEADSTONE IN CEMETERY ACROSS ROAD, 43 FEET WEST OF
 HZ1995'THE CENTERLINE ROAD, 41.9 FEET NORTHWEST OF A POWER POLE WITH
 HZ1995'A TRANSFORMER AND 31 FEET EAST OF A 15-INCH TREE.  THE
 HZ1995'MARK IS NOW 5 INCHES BELOW THE SURFACE AND THE DISK STAMPED LONG
 HZ1995'RUN 1947.
 HZ1995'
 HZ1995'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE SOUTH OF THE SOUTHWEST
 HZ1995'CORNER OF THE CHURCH, 58.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 HZ1995'CHURCH, 49.7 FEET WEST OF A LIGHT POLE, 12.4 FEET NORTHEAST OF A
 HZ1995'24-INCH TREE AND 6-FEET SOUTH OF A 36-INCH TREE.  THE MARK
 HZ1995'IS UNDERGROUND 5-INCHES AND THE DISK STAMPED LONG RUN NO 2
 HZ1995'1947.
 HZ1995'
 HZ1995'REFERENCE MARK 3 IS 16 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HZ1995'2-FEET SOUTHEAST OF A TELEPHONE POLE AND 1-FOOT NORTH OF A METAL
 HZ1995'WITNESS POST.  THE MARK IS A STANDARD 3-FOOT ALUMINUM MARKER WITH
 HZ1995'3-MAGNETS ATTACHED.  THE DISK IS STAMPED LONG RUN 1947 NO 3 1976.
 HZ1995'
 HZ1995'TO REACH THE STATION FROM THE COURT HOUSE IN VEVAY, GO WEST ON STATE
 HZ1995'HIGHWAY 56 FOR 1.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 129.
 HZ1995'TURN RIGHT AND GO NORTH ON HIGHWAY 129 FOR 6.4 MILES TO THE LONG
 HZ1995'RUN BAPTIST CHURCH AT A CURVE AND THE STATION AS DESCRIBED.
 HZ1995'
 HZ1995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST
 HZ1995'OF VEVAY.
 HZ1995'
 HZ1995'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0722 ***********************************************************************
 JA0722  DESIGNATION -  LOOGOOTEE 2
 JA0722  PID         -  JA0722
 JA0722  STATE/COUNTY-  IN/MARTIN
 JA0722  COUNTRY     -  US
 JA0722  USGS QUAD   -  LOOGOOTEE (2019)
 JA0722
 JA0722                         *CURRENT SURVEY CONTROL
 JA0722  ______________________________________________________________________
 JA0722* NAD 83(1997) POSITION- 38 40 06.13575(N) 086 54 53.12004(W)   NO CHECK
 JA0722* NAVD 88 ORTHO HEIGHT -   162.16  (meters)      532.0   (feet) RESET
 JA0722  ______________________________________________________________________
 JA0722  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 JA0722  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 JA0722  HORZ ORDER      -  THIRD
 JA0722  VERT ORDER      -  THIRD
 JA0722
 JA0722.The horizontal coordinates were established by classical geodetic methods
 JA0722.and adjusted by the National Geodetic Survey in May 1999.
 JA0722
 JA0722.No horizontal observational check was made to the station.
 JA0722
 JA0722.The orthometric height was computed from unverified reset data.
 JA0722
 JA0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0722.GEOID18 height accuracy estimate available here.
 JA0722
 JA0722.Click photographs - Photos may exist for this station.
 JA0722
 JA0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0722
 JA0722. The following values were computed from the NAD 83(1997) position.
 JA0722
 JA0722;                    North         East     Units Scale Factor Converg.
 JA0722;SPC IN W     -   379,696.104   914,670.724   MT  0.99996932   +0 06 19.2
 JA0722;SPC IN W     - 1,245,719.63  3,000,882.20   sFT  0.99996932   +0 06 19.2
 JA0722;UTM  16      - 4,279,979.856   507,415.798   MT  0.99960068   +0 03 11.7
 JA0722
 JA0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0722!SPC IN W     -   0.99997969  x   0.99996932  =   0.99994901
 JA0722!UTM  16      -   0.99997969  x   0.99960068  =   0.99958037
 JA0722
 JA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0741579979(NAD 83)
 JA0722
 JA0722                          SUPERSEDED SURVEY CONTROL
 JA0722
 JA0722  NAD 83(1986)-  38 40 06.14345(N)    086 54 53.12081(W) AD(       ) 3
 JA0722  NAD 27      -  38 40 05.96201(N)    086 54 53.10428(W) AD(       ) 3
 JA0722  NGVD 29 (08/22/16)  162.29   (m)          532.4    (f) RESET       3  
 JA0722  NGVD 29             162.29   (m)          532.4    (f) LEVELING    3  
 JA0722
 JA0722.Superseded values are not recommended for survey control.
 JA0722
 JA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0722.See file dsdata.pdf to determine how the superseded data were derived.
 JA0722
 JA0722_MARKER: DS = TRIANGULATION STATION DISK
 JA0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0722_STAMPING: LOOGOOTEE 2 1966
 JA0722_MARK LOGO: CGS
 JA0722_PROJECTION: FLUSH
 JA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0722+STABILITY: SURFACE MOTION
 JA0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0722+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 JA0722
 JA0722  HISTORY     - Date     Condition        Report By
 JA0722  HISTORY     - 1966     MONUMENTED       CGS
 JA0722  HISTORY     - 1966     GOOD             CGS
 JA0722  HISTORY     - 20030321 GOOD             LNDMRK
 JA0722  HISTORY     - 20100820 GOOD             LNDMRK
 JA0722  HISTORY     - 20130214 GOOD             GEOCAC
 JA0722
 JA0722                          STATION DESCRIPTION
 JA0722
 JA0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0722'THE STATION IS LOCATED IN A GRASSY PARK AREA IN THE TRIANGLE FORMED BY
 JA0722'U S HIGHWAYS 50, 150, 231 AND STATE ROUTE 45 IN THE SECTION KNOWN AS
 JA0722'STAR CORNER AT THE SOUTH EDGE OF LOOGOOTEE.
 JA0722'
 JA0722'THE STATION IS 83 FEET SOUTH OF THE APPROXIMATE CENTER OF NEW U S
 JA0722'HIGHWAY NO 231 AND STATE ROUTE NO 45, 74 FEET EAST OF THE APPROXIMATE
 JA0722'CENTER OF NEW U S HIGHWAYS NO 50 AND NO 150, 28 FEET EAST-SOUTHEAST OF
 JA0722'A 10-INCH ELM TREE, 14 FEET SOUTHWEST OF A 14-INCH ELM TREE, 14 FEET
 JA0722'NORTHEAST OF A 12-INCH ELM TREE, 11 FEET NORTH OF AN 8-INCH FORKED
 JA0722'TRUNKED REDBUD TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 JA0722'AND 3.423 FEET BELOW THE ELEVATION OF THE OLD STATION.  IT IS A
 JA0722'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 JA0722'AND THE DISK IS STAMPED LOOGOOTEE 2 1966.
 JA0722'
 JA0722'REFERENCE MARK NO 3 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF NEW U
 JA0722'S HIGHWAYS NO 50 AND NO 150, 14 FEET SOUTH OF A 10-INCH ELM TREE, 13
 JA0722'FEET WEST OF A 14-INCH ELM TREE, AND 0.173 FEET ABOVE THE ELEVATION OF
 JA0722'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 JA0722'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LOOGOOTEE NO
 JA0722'3 1952.
 JA0722'
 JA0722'REFERENCE MARK NO 4 IS 48 FEET WEST OF THE APPROXIMATE CENTER OF NEW U
 JA0722'S HIGHWAY NO 231 AND STATE ROUTE NO 45, 1.6 FEET NORTH OF A METAL
 JA0722'WITNESS POST AND SIGN AND 4.333 FEET BELOW THE ELEVATION OF THE
 JA0722'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 JA0722'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA0722'LOOGOOTEE 2 NO 4 1966.
 JA0722'
 JA0722'REFERENCE MARK NO 5 IS 54 FEET NORTH-NORTHWEST OF A 20-INCH ELM TREE,
 JA0722'50 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAYS NO 50 AND NO
 JA0722'150, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN AND 3.270 FEET
 JA0722'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 JA0722'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 JA0722'THE DISK IS STAMPED LOOGOOTEE 2 NO 5 1966.
 JA0722'
 JA0722'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA0722'REFERENCE NO 4 IS 92.77 FEET.
 JA0722'
 JA0722'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA0722'REFERENCE MARK NO 5 IS 70.65 FEET.
 JA0722'
 JA0722'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE NO 4 AND REFERENCE
 JA0722'MARK NO 5 IS 101.64 FEET.
 JA0722'
 JA0722'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, IN A SMALL
 JA0722'GRASSY TRIANGULAR SHAPED AREA FORMED BY U S HIGHWAYS NO 50, NO 150 AND
 JA0722'NO 231, MILL STREET AND SOUTHWEST SECOND STREET.  IT IS 54 FEET WEST
 JA0722'OF THE APPROXIMATE CENTER OF U S HIGHWAYS NO 50, NO 150 AND NO 231, 24
 JA0722'FEET SOUTH OF THE APPROXIMATE CENTER OF SOUTHWEST SECOND STREET, 24
 JA0722'FEET EAST OF THE APPROXIMATE CENTER OF MILL STREET AND 10 FEET
 JA0722'SOUTHEAST OF A UTILITY POLE.  NO WITNESS POST WAS SET AS THIS AREA IS
 JA0722'KEPT MOWED.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 JA0722'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LOOGOOTEE
 JA0722'1946 RESET 1956.
 JA0722'
 JA0722'ELEVATIONS WERE TRANSFERRED FROM THE ORIGINAL STATION TO THE NEW
 JA0722'STATION AND ALL REFERENCE MARKS USING AN ASSUMED ELEVATION OF 500.000
 JA0722'FEET AT THE OLD STATION SITE.
 JA0722
 JA0722                          STATION RECOVERY (1966)
 JA0722
 JA0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA0722'AT LOOGOOTEE.
 JA0722'THE STATION IS LOCATED IN A GRASSY PARK LIKE AREA IN THE TRIANGLE
 JA0722'FORMED BY U.S. HIGHWAYS 50, 150 AND 21 AND STATE HIGHWAY 45 IN
 JA0722'THE SECTION KNOWN AS STAR CORNER AT THE SOUTH EDGE OF LOOGOOTEE.
 JA0722'THE MARK IS 83 FEET SOUTH OF THE CENTER OF NEW U.S. HIGHWAY 231
 JA0722'AND STATE HIGHWAY 45, 74 FEET EAST OF THE CENTER OF NEW U.S.
 JA0722'HIGHWAYS 50 AND 150, 28 FEET EAST-SOUTHEAST OF A 10-INCH ELM
 JA0722'TREE, 14 FEET SOUTHWEST OF A 14-INCH ELM TREE, 14 FEET NORTHEAST
 JA0722'OF A 12-INCH ELM TREE, 11 FEET NORTH OF AN 8-INCH FORKED TRUNKED
 JA0722'AND REDBUD TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN
 JA0722'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST.
 JA0722
 JA0722                          STATION RECOVERY (2003)
 JA0722
 JA0722'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2003 (DLH)
 JA0722'THIS MONUMENT IS IN GOOD CONDITION.
 JA0722
 JA0722                          STATION RECOVERY (2010)
 JA0722
 JA0722'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2010 (DLH)
 JA0722'RECOVERED IN GOOD CONDITION.
 JA0722
 JA0722                          STATION RECOVERY (2013)
 JA0722
 JA0722'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0722'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0724 ***********************************************************************
 JA0724  DESIGNATION -  LOOGOOTEE 2 RM 4
 JA0724  PID         -  JA0724
 JA0724  STATE/COUNTY-  IN/MARTIN
 JA0724  COUNTRY     -  US
 JA0724  USGS QUAD   -  LOOGOOTEE (2019)
 JA0724
 JA0724                         *CURRENT SURVEY CONTROL
 JA0724  ______________________________________________________________________
 JA0724* NAD 83(1986) POSITION- 38 40 05.     (N) 086 54 53.     (W)   SCALED
 JA0724* NAVD 88 ORTHO HEIGHT -   160.54  (meters)      526.7   (feet) RESET
 JA0724  ______________________________________________________________________
 JA0724  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 JA0724  VERT ORDER      -  THIRD
 JA0724
 JA0724.The horizontal coordinates were scaled from a map and have
 JA0724.an estimated accuracy of +/- 6 seconds.
 JA0724
 JA0724.The orthometric height was computed from unverified reset data.
 JA0724
 JA0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0724.GEOID18 height accuracy estimate available here.
 JA0724
 JA0724.Click photographs - Photos may exist for this station.
 JA0724
 JA0724;                    North         East    Units  Estimated Accuracy
 JA0724;SPC IN W     -   379,660.      914,670.      MT  (+/- 180 meters Scaled)
 JA0724
 JA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074799(NAD 83)
 JA0724
 JA0724                          SUPERSEDED SURVEY CONTROL
 JA0724
 JA0724  NGVD 29 (??/??/??)  160.67   (m)          527.1    (f) RESET       3  
 JA0724
 JA0724.Superseded values are not recommended for survey control.
 JA0724
 JA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0724.See file dsdata.pdf to determine how the superseded data were derived.
 JA0724
 JA0724_MARKER: DR = REFERENCE MARK DISK
 JA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0724_STAMPING: LOOGOOTEE 2 NO 4 1966
 JA0724_MARK LOGO: CGS
 JA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0724+STABILITY: SURFACE MOTION
 JA0724
 JA0724  HISTORY     - Date     Condition        Report By
 JA0724  HISTORY     - 1966     MONUMENTED       CGS
 JA0724
 JA0724                          STATION DESCRIPTION
 JA0724
 JA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0724'AT LOOGOOTEE.
 JA0724'THE MARK IS LOCATED IN A GRASSY PARK LIKE AREA IN THE TRIANGLE
 JA0724'FORMED BY U.S. HIGHWAY 50, 150 AND 231 AND STATE HIGHWAY 45 IN
 JA0724'THE SECTION KNOWN AS STAR CORNER AT THE SOUTH EDGE OF LOOGOOTEE,
 JA0724'78 FEET SOUTHEAST OF TRIANGULATION STATION LOOGOOTEE 2, 48 FEET
 JA0724'WEST OF THE CENTER OF NEW U.S. HIGHWAY 231 AND STATE HIGHWAY 45,
 JA0724'1.6 FEET NORTH OF A METAL WITNESS POST AND SIGN AND SET IN THE
 JA0724'TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0726 ***********************************************************************
 JA0726  DESIGNATION -  LOOGOOTEE 2 RM 5
 JA0726  PID         -  JA0726
 JA0726  STATE/COUNTY-  IN/MARTIN
 JA0726  COUNTRY     -  US
 JA0726  USGS QUAD   -  LOOGOOTEE (2019)
 JA0726
 JA0726                         *CURRENT SURVEY CONTROL
 JA0726  ______________________________________________________________________
 JA0726* NAD 83(1986) POSITION- 38 40 05.     (N) 086 54 53.     (W)   SCALED
 JA0726* NAVD 88 ORTHO HEIGHT -   161.17  (meters)      528.8   (feet) RESET
 JA0726  ______________________________________________________________________
 JA0726  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 JA0726  VERT ORDER      -  THIRD
 JA0726
 JA0726.The horizontal coordinates were scaled from a map and have
 JA0726.an estimated accuracy of +/- 6 seconds.
 JA0726
 JA0726.The orthometric height was computed from unverified reset data.
 JA0726
 JA0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0726.GEOID18 height accuracy estimate available here.
 JA0726
 JA0726.Click photographs - Photos may exist for this station.
 JA0726
 JA0726;                    North         East    Units  Estimated Accuracy
 JA0726;SPC IN W     -   379,660.      914,670.      MT  (+/- 180 meters Scaled)
 JA0726
 JA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074799(NAD 83)
 JA0726
 JA0726                          SUPERSEDED SURVEY CONTROL
 JA0726
 JA0726  NGVD 29 (??/??/??)  161.29   (m)          529.2    (f) RESET       3  
 JA0726
 JA0726.Superseded values are not recommended for survey control.
 JA0726
 JA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0726.See file dsdata.pdf to determine how the superseded data were derived.
 JA0726
 JA0726_MARKER: DR = REFERENCE MARK DISK
 JA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0726_STAMPING: LOOGOOTEE 2 NO 5 1966
 JA0726_MARK LOGO: CGS
 JA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0726+STABILITY: SURFACE MOTION
 JA0726
 JA0726  HISTORY     - Date     Condition        Report By
 JA0726  HISTORY     - 1966     MONUMENTED       CGS
 JA0726
 JA0726                          STATION DESCRIPTION
 JA0726
 JA0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA0726'AT LOOGOOTEE.
 JA0726'THE MARK IS LOCATED IN A GRASSY PARK LIKE AREA IN THE TRIANGLE
 JA0726'FORMED BY U.S. HIGHWAYS 50, 150 AND 231 AND STATE HIGHWAY 45 IN
 JA0726'THE SECTION KNOWN AS STAR CORNER AT THE SOUTH EDGE OF LOOGOOTEE,
 JA0726'87 FEET SOUTHWEST OF TRIANGULATION STATION LOOGOOTEE 2, 54 FEET
 JA0726'NORTH-NORTHWEST OF A 20-INCH ELM TREE, 50 FEET EAST OF THE
 JA0726'CENTER OF U.S. HIGHWAYS 50 AND 150, 1.4 FEET NORTH OF A METAL
 JA0726'WITNESS POST AND SIGN AND SET IN THE TOP OF A 10-INCH SQUARE
 JA0726'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0720 ***********************************************************************
 JA0720  DESIGNATION -  LOOGOOTEE AZ MK RESET
 JA0720  PID         -  JA0720
 JA0720  STATE/COUNTY-  IN/MARTIN
 JA0720  COUNTRY     -  US
 JA0720  USGS QUAD   -  LOOGOOTEE (2019)
 JA0720
 JA0720                         *CURRENT SURVEY CONTROL
 JA0720  ______________________________________________________________________
 JA0720* NAD 83(1986) POSITION- 38 40 26.33   (N) 086 54 52.63   (W)   HD_HELD1
 JA0720* NAVD 88 ORTHO HEIGHT -   159.940 (meters)      524.74  (feet) ADJUSTED
 JA0720  ______________________________________________________________________
 JA0720  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 JA0720  DYNAMIC HEIGHT  -        159.837 (meters)      524.40  (feet) COMP
 JA0720  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 JA0720
 JA0720  VERT ORDER      -  FIRST     CLASS II
 JA0720
 JA0720.The horizontal coordinates were determined by differentially corrected
 JA0720.hand held GPS observations or other comparable positioning techniques
 JA0720.and have an estimated accuracy of +/- 3 meters.
 JA0720
 JA0720.The orthometric height was determined by differential leveling and
 JA0720.adjusted by the NATIONAL GEODETIC SURVEY
 JA0720.in June 1991.
 JA0720
 JA0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0720.GEOID18 height accuracy estimate available here.
 JA0720
 JA0720.Click photographs - Photos may exist for this station.
 JA0720
 JA0720.The dynamic height is computed by dividing the NAVD 88
 JA0720.geopotential number by the normal gravity value computed on the
 JA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0720.degrees latitude (g = 980.6199 gals.).
 JA0720
 JA0720.The modeled gravity was interpolated from observed gravity values.
 JA0720
 JA0720;                    North         East    Units  Estimated Accuracy
 JA0720;SPC IN W     -   380,318.8     914,681.4     MT  (+/- 3 meters HH1 GPS) 
 JA0720
 JA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0742780602(NAD 83)
 JA0720
 JA0720                          SUPERSEDED SURVEY CONTROL
 JA0720
 JA0720  NGVD 29 (??/??/92)  160.070  (m)          525.16   (f) ADJ UNCH    1 2
 JA0720
 JA0720.Superseded values are not recommended for survey control.
 JA0720
 JA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0720.See file dsdata.pdf to determine how the superseded data were derived.
 JA0720
 JA0720_MARKER: DZ = AZIMUTH MARK DISK
 JA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0720_STAMPING: LOOGOOTEE 1946 RESET 1956
 JA0720_MARK LOGO: CGS
 JA0720_PROJECTION: FLUSH
 JA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0720+STABILITY: SURFACE MOTION
 JA0720
 JA0720  HISTORY     - Date     Condition        Report By
 JA0720  HISTORY     - 1956     MONUMENTED       CGS
 JA0720  HISTORY     - 1965     GOOD             CGS
 JA0720  HISTORY     - 1966     GOOD             CGS
 JA0720  HISTORY     - 20130214 GOOD             GEOCAC
 JA0720  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0720
 JA0720                          STATION DESCRIPTION
 JA0720
 JA0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0720'0.2 MI SE FROM LOOGOOTEE.
 JA0720'ABOUT 0.1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0720'THE STATION AT LOOGOOTEE, THENCE 0.15 MILE SOUTH ALONG MILL
 JA0720'STREET, IN SECTION 24, T 3 N, R 5 W, IN THE NORTHWEST CORNER OF
 JA0720'THE TRIANGULAR JUNCTION OF MILL STREET, S. WEST 2ND STREET AND
 JA0720'U.S. HIGHWAY 150, 23 1/2 FEET EAST OF THE CENTER LINE OF MILL
 JA0720'STREET, 24 FEET SOUTH OF THE CENTER LINE OF S. WEST 2ND STREET,
 JA0720'54 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 150, 10 FEET
 JA0720'SOUTHEAST OF A POWER POLE, ABOUT LEVEL WITH MILL STREET, AND
 JA0720'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0720
 JA0720                          STATION RECOVERY (1966)
 JA0720
 JA0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA0720'RECOVERED IN GOOD CONDITION.
 JA0720
 JA0720                          STATION RECOVERY (2013)
 JA0720
 JA0720'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0720'MARK FOUND IN GOOD CONDITION
 JA0720
 JA0720                          STATION RECOVERY (2022)
 JA0720
 JA0720'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0720'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1928 ***********************************************************************
 JA1928  DESIGNATION -  LOOGOOTEE MUNICIPAL TANK
 JA1928  PID         -  JA1928
 JA1928  STATE/COUNTY-  IN/MARTIN
 JA1928  COUNTRY     -  US
 JA1928  USGS QUAD   -  LOOGOOTEE (2019)
 JA1928
 JA1928                         *CURRENT SURVEY CONTROL
 JA1928  ______________________________________________________________________
 JA1928* NAD 83(1997) POSITION- 38 40 40.27637(N) 086 54 46.97746(W)   ADJUSTED
 JA1928  ______________________________________________________________________
 JA1928  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 JA1928  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 JA1928  HORZ ORDER      -  THIRD
 JA1928
 JA1928.The horizontal coordinates were established by classical geodetic methods
 JA1928.and adjusted by the National Geodetic Survey in May 1999.
 JA1928
 JA1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1928.GEOID18 height accuracy estimate available here.
 JA1928
 JA1928.Click photographs - Photos may exist for this station.
 JA1928
 JA1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1928
 JA1928. The following values were computed from the NAD 83(1997) position.
 JA1928
 JA1928;                    North         East     Units Scale Factor Converg.
 JA1928;SPC IN W     -   380,749.101   914,817.260   MT  0.99996937   +0 06 23.1
 JA1928;SPC IN W     - 1,249,174.34  3,001,362.96   sFT  0.99996937   +0 06 23.1
 JA1928;UTM  16      - 4,281,032.331   507,563.237   MT  0.99960070   +0 03 15.6
 JA1928
 JA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0756381032(NAD 83)
 JA1928
 JA1928                          SUPERSEDED SURVEY CONTROL
 JA1928
 JA1928  NAD 83(1986)-  38 40 40.28403(N)    086 54 46.97813(W) AD(       ) 3
 JA1928  NAD 27      -  38 40 40.09000(N)    086 54 46.96000(W) AD(       ) 3
 JA1928
 JA1928.Superseded values are not recommended for survey control.
 JA1928
 JA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1928.See file dsdata.pdf to determine how the superseded data were derived.
 JA1928
 JA1928_MARKER: 53 = ELEVATED TANK
 JA1928
 JA1928  HISTORY     - Date     Condition        Report By
 JA1928  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1928
 JA1928                          STATION DESCRIPTION
 JA1928
 JA1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1928'THE STATION IS THE SMALL AT THE TOP OF THE WATER TANK.  THE TANK IS
 JA1928'LOCATED 0.1 MILE
 JA1928'NORTHEAST OF THE LOOGOOTEE BUSINESS DISTRICT AND 0.2
 JA1928'MILE NORTHWEST OF U S ROUTES 50 AND
 JA1928'150.  IT IS OF FOUR LEG STEEL
 JA1928'CONSTRUCTION AND IS ABOUT 100 FEET HIGH THE TANK IS
 JA1928'SILVER IN COLOR
 JA1928'WITH THE LEGEND LOOGOOTEE IN BLACK LETTERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0725 ***********************************************************************
 JA0725  DESIGNATION -  LOOGOOTEE RM 3
 JA0725  PID         -  JA0725
 JA0725  STATE/COUNTY-  IN/MARTIN
 JA0725  COUNTRY     -  US
 JA0725  USGS QUAD   -  LOOGOOTEE (2019)
 JA0725
 JA0725                         *CURRENT SURVEY CONTROL
 JA0725  ______________________________________________________________________
 JA0725* NAD 83(1986) POSITION- 38 40 06.12   (N) 086 54 53.44   (W)   HD_HELD1
 JA0725* NAVD 88 ORTHO HEIGHT -   162.215 (meters)      532.20  (feet) ADJUSTED
 JA0725  ______________________________________________________________________
 JA0725  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 JA0725  DYNAMIC HEIGHT  -        162.110 (meters)      531.86  (feet) COMP
 JA0725  MODELED GRAVITY -    979,983.4   (mgal)                       NAVD 88
 JA0725
 JA0725  VERT ORDER      -  FIRST     CLASS II
 JA0725
 JA0725.The horizontal coordinates were determined by differentially corrected
 JA0725.hand held GPS observations or other comparable positioning techniques
 JA0725.and have an estimated accuracy of +/- 3 meters.
 JA0725
 JA0725.The orthometric height was determined by differential leveling and
 JA0725.adjusted by the NATIONAL GEODETIC SURVEY
 JA0725.in June 1991.
 JA0725
 JA0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0725.GEOID18 height accuracy estimate available here.
 JA0725
 JA0725.Click photographs - Photos may exist for this station.
 JA0725
 JA0725.The dynamic height is computed by dividing the NAVD 88
 JA0725.geopotential number by the normal gravity value computed on the
 JA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0725.degrees latitude (g = 980.6199 gals.).
 JA0725
 JA0725.The modeled gravity was interpolated from observed gravity values.
 JA0725
 JA0725;                    North         East    Units  Estimated Accuracy
 JA0725;SPC IN W     -   379,695.6     914,663.0     MT  (+/- 3 meters HH1 GPS) 
 JA0725
 JA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0740879979(NAD 83)
 JA0725
 JA0725                          SUPERSEDED SURVEY CONTROL
 JA0725
 JA0725  NGVD 29 (??/??/92)  162.344  (m)          532.62   (f) ADJ UNCH    1 2
 JA0725
 JA0725.Superseded values are not recommended for survey control.
 JA0725
 JA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0725.See file dsdata.pdf to determine how the superseded data were derived.
 JA0725
 JA0725_MARKER: DR = REFERENCE MARK DISK
 JA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0725_STAMPING: LOOGOOTEE NO 3 1946
 JA0725_MARK LOGO: CGS
 JA0725_PROJECTION: FLUSH
 JA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0725+STABILITY: SURFACE MOTION
 JA0725
 JA0725  HISTORY     - Date     Condition        Report By
 JA0725  HISTORY     - 1952     MONUMENTED       CGS
 JA0725  HISTORY     - 1965     GOOD             CGS
 JA0725  HISTORY     - 1966     GOOD             CGS
 JA0725
 JA0725                          STATION DESCRIPTION
 JA0725
 JA0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0725'0.6 MI SE FROM LOOGOOTEE.
 JA0725'ABOUT 0.1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0725'THE STATION AT LOOGOOTEE, THENCE 0.2 MILE SOUTH ALONG MILL
 JA0725'STREET, THENCE 0.35 MILE SOUTH ALONG U.S. HIGHWAY 150, IN
 JA0725'SECTION 25, T 3 N, R 5 W, 103.5 FEET SOUTHWEST OF LOOGOOTEE 1946,
 JA0725'51 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 150, 14 FEET
 JA0725'NORTHWEST OF A 6-INCH ASH TREE, ABOUT 1 FOOT BELOW THE LEVEL OF
 JA0725'U.S. HIGHWAY 150, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JA0725'LEVEL WITH THE GROUND.
 JA0725
 JA0725                          STATION RECOVERY (1966)
 JA0725
 JA0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0493 ***********************************************************************
 JA0493  DESIGNATION -  LOOKOUT
 JA0493  PID         -  JA0493
 JA0493  STATE/COUNTY-  IN/HARRISON
 JA0493  COUNTRY     -  US
 JA0493  USGS QUAD   -  LEAVENWORTH (2019)
 JA0493
 JA0493                         *CURRENT SURVEY CONTROL
 JA0493  ______________________________________________________________________
 JA0493* NAD 83(1997) POSITION- 38 11 58.99702(N) 086 16 05.52250(W)   ADJUSTED
 JA0493* NAVD 88 ORTHO HEIGHT -   266.783 (meters)      875.27  (feet) ADJUSTED
 JA0493  ______________________________________________________________________
 JA0493  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 JA0493  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JA0493  DYNAMIC HEIGHT  -        266.591 (meters)      874.64  (feet) COMP
 JA0493  MODELED GRAVITY -    979,901.4   (mgal)                       NAVD 88
 JA0493
 JA0493  HORZ ORDER      -  FIRST
 JA0493  VERT ORDER      -  SECOND    CLASS II
 JA0493
 JA0493.The horizontal coordinates were established by classical geodetic methods
 JA0493.and adjusted by the National Geodetic Survey in May 1999.
 JA0493
 JA0493.The orthometric height was determined by differential leveling and
 JA0493.adjusted by the NATIONAL GEODETIC SURVEY
 JA0493.in May 2017.
 JA0493
 JA0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0493.GEOID18 height accuracy estimate available here.
 JA0493
 JA0493.Click photographs - Photos may exist for this station.
 JA0493
 JA0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0493
 JA0493.The dynamic height is computed by dividing the NAVD 88
 JA0493.geopotential number by the normal gravity value computed on the
 JA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0493.degrees latitude (g = 980.6199 gals.).
 JA0493
 JA0493.The modeled gravity was interpolated from observed gravity values.
 JA0493
 JA0493. The following values were computed from the NAD 83(1997) position.
 JA0493
 JA0493;                    North         East     Units Scale Factor Converg.
 JA0493;SPC IN E     -   327,833.081    47,310.923   MT  1.00000084   -0 22 19.2
 JA0493;SPC IN E     - 1,075,565.70    155,219.25   sFT  1.00000084   -0 22 19.2
 JA0493;SPC IN W     -   327,976.127   971,398.692   MT  1.00002943   +0 30 14.8
 JA0493;SPC IN W     - 1,076,035.01  3,186,997.21   sFT  1.00002943   +0 30 14.8
 JA0493;SPC KY1Z     - 1,207,263.756 1,454,612.701   MT  0.99992082   -0 19 05.4
 JA0493;SPC KY1Z     - 3,960,831.17  4,772,341.84   sFT  0.99992082   -0 19 05.4
 JA0493;SPC KY S     -   707,259.171   454,606.401   MT  1.00005948   -0 18 51.4
 JA0493;SPC KY S     - 2,320,399.46  1,491,487.83   sFT  1.00005948   -0 18 51.4
 JA0493;UTM  16      - 4,228,227.959   564,075.797   MT  0.99965056   +0 27 09.2
 JA0493
 JA0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0493!SPC IN E     -   0.99996335  x   1.00000084  =   0.99996419
 JA0493!SPC IN W     -   0.99996335  x   1.00002943  =   0.99999278
 JA0493!SPC KY1Z     -   0.99996335  x   0.99992082  =   0.99988418
 JA0493!SPC KY S     -   0.99996335  x   1.00005948  =   1.00002283
 JA0493!UTM  16      -   0.99996335  x   0.99965056  =   0.99961393
 JA0493
 JA0493:                Primary Azimuth Mark                     Grid Az
 JA0493:SPC IN E     -  LOOKOUT AZ MK                            266 50 43.7
 JA0493:SPC IN W     -  LOOKOUT AZ MK                            265 58 09.7
 JA0493:SPC KY1Z     -  LOOKOUT AZ MK                            266 47 29.9
 JA0493:SPC KY S     -  LOOKOUT AZ MK                            266 47 15.9
 JA0493:UTM  16      -  LOOKOUT AZ MK                            266 01 15.3
 JA0493
 JA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6407528227(NAD 83)
 JA0493
 JA0493|---------------------------------------------------------------------|
 JA0493| PID    Reference Object                     Distance      Geod. Az  |
 JA0493|                                                           dddmmss.s |
 JA0493| JA0492 LOOKOUT RM 1                         28.453 METERS 07048     |
 JA0493| JA0495 LOOKOUT AZ MK                                      2662824.5 |
 JA0493| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX. 7.0 KM 2722033.4 |
 JA0493| JA1762 HARRISON CO ST FOREST LOT            33.801 METERS 32236     |
 JA0493|---------------------------------------------------------------------|
 JA0493
 JA0493                          SUPERSEDED SURVEY CONTROL
 JA0493
 JA0493  NAD 83(1993)-  38 11 58.99867(N)    086 16 05.52445(W) AD(       ) 1
 JA0493  NAD 83(1986)-  38 11 59.00276(N)    086 16 05.52822(W) AD(       ) 1
 JA0493  NAD 27      -  38 11 58.76300(N)    086 16 05.62100(W) AD(       ) 1
 JA0493  NAVD 88 (06/15/91)  266.825  (m)          875.41   (f) SUPERSEDED  1 2
 JA0493  NGVD 29 (??/??/92)  266.930  (m)          875.75   (f) ADJ UNCH    1 2
 JA0493  NGVD 29             266.93   (m)          875.8    (f) LEVELING    3  
 JA0493
 JA0493.Superseded values are not recommended for survey control.
 JA0493
 JA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0493.See file dsdata.pdf to determine how the superseded data were derived.
 JA0493
 JA0493_MARKER: DS = TRIANGULATION STATION DISK
 JA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0493_STAMPING: LOOKOUT 1946
 JA0493_MARK LOGO: CGS
 JA0493_PROJECTION: FLUSH
 JA0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0493+STABILITY: SURFACE MOTION
 JA0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0493+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2015
 JA0493
 JA0493  HISTORY     - Date     Condition        Report By
 JA0493  HISTORY     - 1947     MONUMENTED       CGS
 JA0493  HISTORY     - 1965     GOOD             CGS
 JA0493  HISTORY     - 1965     GOOD             CGS
 JA0493  HISTORY     - 20100817 GOOD             GEOCAC
 JA0493  HISTORY     - 20151123 GOOD             INDOT
 JA0493
 JA0493                          STATION DESCRIPTION
 JA0493
 JA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA0493'THE MARKS FOR THIS STATION WERE SET IN 1946, BUT THE STATION WAS NOT
 JA0493'OCCUPIED, SO NO PREVIOUS DESCRIPTION EXISTS.
 JA0493'
 JA0493'THE STATION IS ABOUT 4 MILES EAST OF LEAVENWORTH, 132 FEET SOUTH OF
 JA0493'THE APPROXIMATE CENTERLINE OF A GRAVELED DRIVEWAY, 95 FEET SOUTHEAST
 JA0493'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, AND 7 FEET SOUTH OF A
 JA0493'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA0493'STAMPED LOOKOUT 1946.
 JA0493'
 JA0493'REFERENCE MARK NO. 1 IS 93.35 FEET EAST-NORTHEAST OF THE STATION AND
 JA0493'52 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY.  THE
 JA0493'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LOOKOUT NO 1 1946.
 JA0493'
 JA0493'W 19 1937 (U.S.G.S.) IS 94.27 FEET NORTHWEST OF THE STATION, IN THE
 JA0493'CONCRETE BASE WHICH SUPPORTS THE LOOKOUT TOWERS SOUTHEAST LEG.  THE
 JA0493'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED W 19 876 1937.
 JA0493'
 JA0493'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 43 FEET EAST OF THE
 JA0493'APPROXIMATE CENTERLINE OF A GRAVELED SIDE ROAD, 20 FEET SOUTH OF THE
 JA0493'APPROXIMATE CENTERLINE OF ROAD TO LOOKOUT TOWER, AND 3 FEET
 JA0493'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND
 JA0493'THE DISK IS STAMPED LOOKOUT 1946.
 JA0493'
 JA0493'TO REACH FROM THE HIGH SCHOOL IN EAST LEAVENWORTH, GO EAST ON STATE
 JA0493'HIGHWAY 62 FOR 2.0 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT,
 JA0493'ACROSS STEEL BRIDGE, AND GO 2.6 MILES TO A CROSS ROAD, TURN LEFT
 JA0493'AND GO 0.15 MILE TO LOOKOUT TOWER AND STATION ON RIGHT.
 JA0493'
 JA0493'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0493
 JA0493                          STATION RECOVERY (1965)
 JA0493
 JA0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0493'THE STATION MARK, STAMPED LOOKOUT 1946, IS ABOUT 1/2 BLOCK SOUTH
 JA0493'ALONG A PAVED ROAD FROM THE POST OFFICE AT LEAVENWORTH, THENCE 0.05
 JA0493'MILE EAST ALONG A PAVED ROAD WHICH PARALLELS U. S. HIGHWAY 460,
 JA0493'THENCE 2.3 MILES EAST ALONG U. S. HIGHWAY 460, THENCE 2.85 MILES
 JA0493'EAST ALONG A PAVED AND GRAVELED ROAD, IN SECTION 2, T 4 S, R 2 E,
 JA0493'58 YARDS NORTH OF THE CENTER LINE OF THE MAIN GRAVELED ROAD, 132 FEET
 JA0493'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH CIRCLES A
 JA0493'LOOKOUT TOWER, 95 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER,
 JA0493'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0493'PROJECTING 4 INCHES.
 JA0493'
 JA0493'R.M. 1, STAMPED LOOKOUT NO 1 1946, IS 93.4 FEET EAST-NORTHEAST OF THE
 JA0493'STATION, 65 YARDS NORTH OF THE CENTER LINE OF THE MAIN ROAD, 52 FEET
 JA0493'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD WHICH CIRCLES A
 JA0493'LOOKOUT TOWER, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JA0493'CONCRETE POST PROJECTING 4 INCHES.
 JA0493'
 JA0493'B.M. W 19 (USGS), STAMPED W 19 1937 876, IS 94.3 FEET NORTHWEST OF
 JA0493'THE STATION, 81 YARDS NORTH OF THE CENTER LINE OF THE MAIN ROAD, SET
 JA0493'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE LOOKOUT
 JA0493'TOWER, 66 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH
 JA0493'CIRCLES THE TOWER, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST LEG OF THE
 JA0493'TOWER, AND ABOUT LEVEL WITH THE GRAVELED ROAD.
 JA0493'
 JA0493'THE AZIMUTH MARK, STAMPED LOOKOUT 1946 AZIMUTH, IS 0.6 MILE WEST
 JA0493'ALONG THE PAVED AND GRAVELED ROAD FROM THE STATION, 44-1/2 FEET
 JA0493'SOUTHEAST OF A JUNCTION OF THE PAVED AND GRAVELED ROAD AND A PAVED
 JA0493'ROAD LEADING SOUTH, 21 FEET SOUTH OF THE CENTER LINE OF THE
 JA0493'EAST-WEST ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 JA0493'SOUTH, 22 FEET NORTHEAST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A
 JA0493'SIGN WHICH READS BOAT DOCK - PICNIC AREA - SHELTER HOUSE, ABOUT 2
 JA0493'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0493'POST PROJECTING 6 INCHES.
 JA0493
 JA0493                          STATION RECOVERY (1965)
 JA0493
 JA0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0493'5.2 MI E FROM LEAVENWORTH.
 JA0493'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0493'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0493'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0493'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.85 MILES EAST ALONG A
 JA0493'PAVED AND GRAVELED ROAD, IN SECTION 2, T 4 S, R 2 E, 58 YARDS
 JA0493'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 132 FEET SOUTH OF THE
 JA0493'CENTER LINE OF A GRAVELED ROAD WHICH CIRCLES A LOOKOUT TOWER, 95
 JA0493'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER, 93.4 FEET
 JA0493'WEST-SOUTHWEST OF LOOKOUT R.M. 1, ABOUT LEVEL WITH THE ROAD, AND
 JA0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0493
 JA0493                          STATION RECOVERY (2010)
 JA0493
 JA0493'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0493'RECOVERED IN GOOD CONDITION.
 JA0493
 JA0493                          STATION RECOVERY (2015)
 JA0493
 JA0493'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0495 ***********************************************************************
 JA0495  DESIGNATION -  LOOKOUT AZ MK
 JA0495  PID         -  JA0495
 JA0495  STATE/COUNTY-  IN/HARRISON
 JA0495  COUNTRY     -  US
 JA0495  USGS QUAD   -  LEAVENWORTH (2019)
 JA0495
 JA0495                         *CURRENT SURVEY CONTROL
 JA0495  ______________________________________________________________________
 JA0495* NAD 83(1986) POSITION- 38 11 56.     (N) 086 16 40.     (W)   SCALED
 JA0495* NAVD 88 ORTHO HEIGHT -   256.008 (meters)      839.92  (feet) ADJUSTED
 JA0495  ______________________________________________________________________
 JA0495  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 JA0495  DYNAMIC HEIGHT  -        255.824 (meters)      839.32  (feet) COMP
 JA0495  MODELED GRAVITY -    979,904.7   (mgal)                       NAVD 88
 JA0495
 JA0495  VERT ORDER      -  FIRST     CLASS II
 JA0495
 JA0495.The horizontal coordinates were scaled from a map and have
 JA0495.an estimated accuracy of +/- 6 seconds.
 JA0495
 JA0495.The orthometric height was determined by differential leveling and
 JA0495.adjusted by the NATIONAL GEODETIC SURVEY
 JA0495.in June 1991.
 JA0495
 JA0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0495.GEOID18 height accuracy estimate available here.
 JA0495
 JA0495.Click photographs - Photos may exist for this station.
 JA0495
 JA0495.The dynamic height is computed by dividing the NAVD 88
 JA0495.geopotential number by the normal gravity value computed on the
 JA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0495.degrees latitude (g = 980.6199 gals.).
 JA0495
 JA0495.The modeled gravity was interpolated from observed gravity values.
 JA0495
 JA0495;                    North         East    Units  Estimated Accuracy
 JA0495;SPC IN E     -   327,750.       46,470.      MT  (+/- 180 meters Scaled)
 JA0495
 JA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH632281(NAD 83)
 JA0495
 JA0495                          SUPERSEDED SURVEY CONTROL
 JA0495
 JA0495  NGVD 29 (??/??/92)  256.114  (m)          840.27   (f) ADJ UNCH    1 2
 JA0495
 JA0495.Superseded values are not recommended for survey control.
 JA0495
 JA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0495.See file dsdata.pdf to determine how the superseded data were derived.
 JA0495
 JA0495_MARKER: DZ = AZIMUTH MARK DISK
 JA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0495_STAMPING: LOOKOUT 1946
 JA0495_MARK LOGO: CGS
 JA0495_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0495+STABILITY: SURFACE MOTION
 JA0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0495+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 JA0495
 JA0495  HISTORY     - Date     Condition        Report By
 JA0495  HISTORY     - 1946     MONUMENTED       CGS
 JA0495  HISTORY     - 1965     GOOD             CGS
 JA0495  HISTORY     - 20151109 GOOD             INDOT
 JA0495
 JA0495                          STATION DESCRIPTION
 JA0495
 JA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0495'4.6 MI E FROM LEAVENWORTH.
 JA0495'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0495'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0495'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0495'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.25 MILES EAST ALONG A
 JA0495'PAVED AND GRAVELED ROAD, IN SECTION 2, T 4 S, R 2 E, 44 1/2 FEET
 JA0495'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING
 JA0495'SOUTH, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 47 FEET
 JA0495'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 22 FEET
 JA0495'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A SIGN WHICH
 JA0495'READS BOAT DOCK - PICNIC AREA - SHELTER HOUSE, ABOUT 2 FEET
 JA0495'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0495'POST PROJECTING 6 INCHES.
 JA0495
 JA0495                          STATION RECOVERY (2015)
 JA0495
 JA0495'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0495'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0492 ***********************************************************************
 JA0492  DESIGNATION -  LOOKOUT RM 1
 JA0492  PID         -  JA0492
 JA0492  STATE/COUNTY-  IN/HARRISON
 JA0492  COUNTRY     -  US
 JA0492  USGS QUAD   -  LEAVENWORTH (2019)
 JA0492
 JA0492                         *CURRENT SURVEY CONTROL
 JA0492  ______________________________________________________________________
 JA0492* NAD 83(1986) POSITION- 38 11 59.30   (N) 086 16 04.42   (W)   HD_HELD1
 JA0492* NAVD 88 ORTHO HEIGHT -   267.583 (meters)      877.90  (feet) ADJUSTED
 JA0492  ______________________________________________________________________
 JA0492  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 JA0492  DYNAMIC HEIGHT  -        267.390 (meters)      877.26  (feet) COMP
 JA0492  MODELED GRAVITY -    979,901.4   (mgal)                       NAVD 88
 JA0492
 JA0492  VERT ORDER      -  FIRST     CLASS II
 JA0492
 JA0492.The horizontal coordinates were determined by differentially corrected
 JA0492.hand held GPS observations or other comparable positioning techniques
 JA0492.and have an estimated accuracy of +/- 3 meters.
 JA0492
 JA0492.The orthometric height was determined by differential leveling and
 JA0492.adjusted by the NATIONAL GEODETIC SURVEY
 JA0492.in June 1991.
 JA0492
 JA0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0492.GEOID18 height accuracy estimate available here.
 JA0492
 JA0492.Click photographs - Photos may exist for this station.
 JA0492
 JA0492.The dynamic height is computed by dividing the NAVD 88
 JA0492.geopotential number by the normal gravity value computed on the
 JA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0492.degrees latitude (g = 980.6199 gals.).
 JA0492
 JA0492.The modeled gravity was interpolated from observed gravity values.
 JA0492
 JA0492;                    North         East    Units  Estimated Accuracy
 JA0492;SPC IN E     -   327,842.2      47,337.8     MT  (+/- 3 meters HH1 GPS) 
 JA0492
 JA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6410228237(NAD 83)
 JA0492
 JA0492                          SUPERSEDED SURVEY CONTROL
 JA0492
 JA0492  NGVD 29 (??/??/92)  267.689  (m)          878.24   (f) ADJ UNCH    1 2
 JA0492
 JA0492.Superseded values are not recommended for survey control.
 JA0492
 JA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0492.See file dsdata.pdf to determine how the superseded data were derived.
 JA0492
 JA0492_MARKER: DR = REFERENCE MARK DISK
 JA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0492_STAMPING: LOOKOUT NO 1 1946
 JA0492_MARK LOGO: CGS
 JA0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0492+STABILITY: SURFACE MOTION
 JA0492
 JA0492  HISTORY     - Date     Condition        Report By
 JA0492  HISTORY     - 1946     MONUMENTED       CGS
 JA0492  HISTORY     - 1965     GOOD             CGS
 JA0492
 JA0492                          STATION DESCRIPTION
 JA0492
 JA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0492'5.2 MI E FROM LEAVENWORTH.
 JA0492'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0492'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0492'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0492'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.85 MILES EAST ALONG A
 JA0492'PAVED AND GRAVELED ROAD, IN SECTION 2, T 4 S, R 2 E, 65 YARDS
 JA0492'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 52 FEET SOUTH OF THE
 JA0492'CENTER LINE OF A GRAVELED ROAD WHICH CIRCLES THE LOOKOUT TOWER,
 JA0492'93.4 FEET EAST-NORTHEAST OF TRIANGULATION STATION LOOKOUT 1946,
 JA0492'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0492'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2180 ***********************************************************************
 LA2180  DESIGNATION -  LOON 2
 LA2180  PID         -  LA2180
 LA2180  STATE/COUNTY-  IN/HUNTINGTON
 LA2180  COUNTRY     -  US
 LA2180  USGS QUAD   -  ANDREWS (2019)
 LA2180
 LA2180                         *CURRENT SURVEY CONTROL
 LA2180  ______________________________________________________________________
 LA2180* NAD 83(1997) POSITION- 40 49 35.40318(N) 085 32 11.31111(W)   NO CHECK
 LA2180* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 LA2180  ______________________________________________________________________
 LA2180  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 LA2180  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 LA2180  HORZ ORDER      -  THIRD
 LA2180
 LA2180.The horizontal coordinates were established by classical geodetic methods
 LA2180.and adjusted by the National Geodetic Survey in May 1999.
 LA2180
 LA2180.No horizontal observational check was made to the station.
 LA2180
 LA2180.The orthometric height was scaled from a topographic map.
 LA2180
 LA2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2180.GEOID18 height accuracy estimate available here.
 LA2180
 LA2180.Click photographs - Photos may exist for this station.
 LA2180
 LA2180.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2180
 LA2180. The following values were computed from the NAD 83(1997) position.
 LA2180
 LA2180;                    North         East     Units Scale Factor Converg.
 LA2180;SPC IN E     -   619,299.531   110,981.982   MT  0.99996815   +0 05 06.4
 LA2180;SPC IN E     - 2,031,818.54    364,113.39   sFT  0.99996815   +0 05 06.4
 LA2180;UTM  16      - 4,520,527.857   623,408.835   MT  0.99978745   +0 57 24.9
 LA2180
 LA2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2180!SPC IN E     -   0.99996584  x   0.99996815  =   0.99993399
 LA2180!UTM  16      -   0.99996584  x   0.99978745  =   0.99975330
 LA2180
 LA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2340820527(NAD 83)
 LA2180
 LA2180|---------------------------------------------------------------------|
 LA2180| PID    Reference Object                     Distance      Geod. Az  |
 LA2180|                                                           dddmmss.s |
 LA2180| CC8827 LOON 2 RM 3                           6.975 METERS 02314     |
 LA2180| LA2179 LOON AZ MK                          284.570 METERS 03036     |
 LA2180| LA2174 LOON                                 18.871 METERS 03445     |
 LA2180| LA2178 LOON 2 AZ MK                        392.728 METERS 03448     |
 LA2180| CC8828 LOON 2 RM 4                          51.340 METERS 27414     |
 LA2180|---------------------------------------------------------------------|
 LA2180
 LA2180                          SUPERSEDED SURVEY CONTROL
 LA2180
 LA2180  NAD 83(1995)-  40 49 35.40530(N)    085 32 11.32259(W) AD(       ) 3
 LA2180  NAD 83(1986)-  40 49 35.40580(N)    085 32 11.32357(W) AD(       ) 3
 LA2180  NAD 27      -  40 49 35.24324(N)    085 32 11.42071(W) AD(       ) 3
 LA2180
 LA2180.Superseded values are not recommended for survey control.
 LA2180
 LA2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2180.See file dsdata.pdf to determine how the superseded data were derived.
 LA2180
 LA2180_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2180_STAMPING: LOON 2 1975
 LA2180_MARK LOGO: NGS
 LA2180_PROJECTION: FLUSH
 LA2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2180+STABILITY: SURFACE MOTION
 LA2180
 LA2180  HISTORY     - Date     Condition        Report By
 LA2180  HISTORY     - 1975     MONUMENTED       NGS
 LA2180
 LA2180                          STATION DESCRIPTION
 LA2180
 LA2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LA2180'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HUNTINGTON AND ON
 LA2180'THE WEST SIDE OF STATE HIGHWAY 37 AND ON HIGHWAY RIGHT OF WAY.
 LA2180'IT IS 161 FEET EAST OF A NORTH-SOUTH FENCE LINE, 20 FEET NORTHEAST
 LA2180'OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LA2180'MARK IS FLUSH AND THE DISK IS STAMPED LOON 1975.
 LA2180'
 LA2180'REFERENCE MARK 3 IS 45 FEET NORTHEAST OF THE POWER POLE, 24 FEET
 LA2180'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL
 LA2180'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LOON 2 NO 3
 LA2180'1975.
 LA2180'
 LA2180'REFERENCE MARK 4 IS 32 FEET NORTHWEST OF A 20 INCH WALNUT TREE, 16
 LA2180'FEET SOUTHWEST OF A 20 INCH WALNUT TREE, 1 FOOT NORTH OF A METAL
 LA2180'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE
 LA2180'DISK IS STAMPED LOON 2 NO 4 1975.
 LA2180'
 LA2180'THE AZIMUTH MARK IS 98 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 LA2180'BARN, 92 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, 114 FEET
 LA2180'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTH OF A METAL
 LA2180'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LOON 2
 LA2180'AZ MK 2 1975.
 LA2180'
 LA2180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND
 LA2180'37 AT THE SOUTHWEST EDGE OF HUNTINGTON, GO SOUTHERLY ON STATE
 LA2180'HIGHWAY 37 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LA2180'CONTINUE AHEAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 LA2180'DESCRIBED.
 LA2180'
 LA2180'NOTE--DISTANCE TO LOON 1948 AND LOON 2 AZ MK 2 ARE EDM SLOPE
 LA2180'DISTANCES.
 LA2180'
 LA2180'NEAREST TOWN--HUNTINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2178 ***********************************************************************
 LA2178  DESIGNATION -  LOON 2 AZ MK
 LA2178  PID         -  LA2178
 LA2178  STATE/COUNTY-  IN/HUNTINGTON
 LA2178  COUNTRY     -  US
 LA2178  USGS QUAD   -  ANDREWS (2019)
 LA2178
 LA2178                         *CURRENT SURVEY CONTROL
 LA2178  ______________________________________________________________________
 LA2178* NAD 83(1997) POSITION- 40 49 45.85722(N) 085 32 01.74503(W)   NO CHECK
 LA2178* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LA2178  ______________________________________________________________________
 LA2178  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 LA2178  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 LA2178  HORZ ORDER      -  THIRD
 LA2178
 LA2178.The horizontal coordinates were established by classical geodetic methods
 LA2178.and adjusted by the National Geodetic Survey in May 1999.
 LA2178
 LA2178.No horizontal observational check was made to the station.
 LA2178
 LA2178.The orthometric height was scaled from a topographic map.
 LA2178
 LA2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2178.GEOID18 height accuracy estimate available here.
 LA2178
 LA2178.Click photographs - Photos may exist for this station.
 LA2178
 LA2178.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2178
 LA2178. The following values were computed from the NAD 83(1997) position.
 LA2178
 LA2178;                    North         East     Units Scale Factor Converg.
 LA2178;SPC IN E     -   619,622.337   111,205.639   MT  0.99996821   +0 05 12.7
 LA2178;SPC IN E     - 2,032,877.62    364,847.17   sFT  0.99996821   +0 05 12.7
 LA2178;UTM  16      - 4,520,853.970   623,627.515   MT  0.99978812   +0 57 31.4
 LA2178
 LA2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2178!SPC IN E     -   0.99996600  x   0.99996821  =   0.99993421
 LA2178!UTM  16      -   0.99996600  x   0.99978812  =   0.99975412
 LA2178
 LA2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2362720853(NAD 83)
 LA2178
 LA2178|---------------------------------------------------------------------|
 LA2178| PID    Reference Object                     Distance      Geod. Az  |
 LA2178|                                                           dddmmss.s |
 LA2178| LA2174 LOON                                373.858 METERS 21448     |
 LA2178| LA2180 LOON 2                              392.728 METERS 21448     |
 LA2178| LA2179 LOON AZ MK                          110.895 METERS 22538     |
 LA2178|---------------------------------------------------------------------|
 LA2178
 LA2178                          SUPERSEDED SURVEY CONTROL
 LA2178
 LA2178  NAD 83(1995)-  40 49 45.85932(N)    085 32 01.75648(W) AD(       ) 3
 LA2178  NAD 83(1986)-  40 49 45.85981(N)    085 32 01.75749(W) AD(       ) 3
 LA2178  NAD 27      -  40 49 45.69730(N)    085 32 01.85474(W) AD(       ) 3
 LA2178
 LA2178.Superseded values are not recommended for survey control.
 LA2178
 LA2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2178.See file dsdata.pdf to determine how the superseded data were derived.
 LA2178
 LA2178_MARKER: DZ = AZIMUTH MARK DISK
 LA2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2178_STAMPING: LOON 2 AZI 2 1975
 LA2178_MARK LOGO: NGS
 LA2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2178+STABILITY: SURFACE MOTION
 LA2178
 LA2178  HISTORY     - Date     Condition        Report By
 LA2178  HISTORY     - 1975     MONUMENTED       NGS
 LA2178
 LA2178                          STATION DESCRIPTION
 LA2178
 LA2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LA2178'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HUNTINGTON.
 LA2178'
 LA2178'THE AZIMUTH MARK IS 98 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 LA2178'BARN, 92 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, 114 FEET
 LA2178'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTH OF A METAL
 LA2178'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LOON 2
 LA2178'AZI 2 1975.
 LA2178'
 LA2178'TO REACH LOON 2 AZ MK FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 37
 LA2178'AT THE SOUTHWEST EDGE OF HUNTINGTON, GO SOUTHERLY ON STATE HIGHWAY
 LA2178'37 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LA2178'
 LA2178'NEAREST TOWN--HUNTINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2179 ***********************************************************************
 LA2179  DESIGNATION -  LOON AZ MK
 LA2179  PID         -  LA2179
 LA2179  STATE/COUNTY-  IN/HUNTINGTON
 LA2179  COUNTRY     -  US
 LA2179  USGS QUAD   -  ANDREWS (2019)
 LA2179
 LA2179                         *CURRENT SURVEY CONTROL
 LA2179  ______________________________________________________________________
 LA2179* NAD 83(1997) POSITION- 40 49 43.34326(N) 085 32 05.12817(W)   ADJUSTED
 LA2179* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 LA2179  ______________________________________________________________________
 LA2179  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 LA2179  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 LA2179  HORZ ORDER      -  THIRD
 LA2179
 LA2179.The horizontal coordinates were established by classical geodetic methods
 LA2179.and adjusted by the National Geodetic Survey in May 1999.
 LA2179
 LA2179.The orthometric height was scaled from a topographic map.
 LA2179
 LA2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2179.GEOID18 height accuracy estimate available here.
 LA2179
 LA2179.Click photographs - Photos may exist for this station.
 LA2179
 LA2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2179
 LA2179. The following values were computed from the NAD 83(1997) position.
 LA2179
 LA2179;                    North         East     Units Scale Factor Converg.
 LA2179;SPC IN E     -   619,544.671   111,126.488   MT  0.99996819   +0 05 10.5
 LA2179;SPC IN E     - 2,032,622.81    364,587.49   sFT  0.99996819   +0 05 10.5
 LA2179;UTM  16      - 4,520,775.122   623,549.568   MT  0.99978788   +0 57 29.1
 LA2179
 LA2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2179!SPC IN E     -   0.99996584  x   0.99996819  =   0.99993403
 LA2179!UTM  16      -   0.99996584  x   0.99978788  =   0.99975373
 LA2179
 LA2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2354920775(NAD 83)
 LA2179
 LA2179|---------------------------------------------------------------------|
 LA2179| PID    Reference Object                     Distance      Geod. Az  |
 LA2179|                                                           dddmmss.s |
 LA2179| LA2178 LOON 2 AZ MK                        110.895 METERS 04538     |
 LA2179| LA2174 LOON                                265.753 METERS 21019     |
 LA2179| LA2180 LOON 2                              284.570 METERS 21036     |
 LA2179|---------------------------------------------------------------------|
 LA2179
 LA2179                          SUPERSEDED SURVEY CONTROL
 LA2179
 LA2179  NAD 83(1995)-  40 49 43.34537(N)    085 32 05.13963(W) AD(       ) 3
 LA2179  NAD 83(1986)-  40 49 43.34586(N)    085 32 05.14063(W) AD(       ) 3
 LA2179  NAD 27      -  40 49 43.18336(N)    085 32 05.23781(W) AD(       ) 3
 LA2179
 LA2179.Superseded values are not recommended for survey control.
 LA2179
 LA2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2179.See file dsdata.pdf to determine how the superseded data were derived.
 LA2179
 LA2179_MARKER: DZ = AZIMUTH MARK DISK
 LA2179_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA2179_SP_SET: CULVERT
 LA2179_STAMPING: LOON 1948
 LA2179_MARK LOGO: CGS
 LA2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2179+STABILITY: SURFACE MOTION
 LA2179
 LA2179  HISTORY     - Date     Condition        Report By
 LA2179  HISTORY     - 1948     MONUMENTED       CGS
 LA2179
 LA2179                          STATION DESCRIPTION
 LA2179
 LA2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2179'NEAREST TOWN--HUNTINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2366 ***********************************************************************
 LB2366  DESIGNATION -  LOREE
 LB2366  PID         -  LB2366
 LB2366  STATE/COUNTY-  IN/MIAMI
 LB2366  COUNTRY     -  US
 LB2366  USGS QUAD   -  BUNKER HILL (2019)
 LB2366
 LB2366                         *CURRENT SURVEY CONTROL
 LB2366  ______________________________________________________________________
 LB2366* NAD 83(1997) POSITION- 40 39 26.90034(N) 086 03 38.05589(W)   ADJUSTED
 LB2366* NAVD 88 ORTHO HEIGHT -   242.90  (+/-2cm)      796.9   (feet) VERTCON3
 LB2366  ______________________________________________________________________
 LB2366  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 LB2366  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB2366  HORZ ORDER      -  THIRD
 LB2366  VERT ORDER      -  THIRD ? (See Below)
 LB2366
 LB2366.The horizontal coordinates were established by classical geodetic methods
 LB2366.and adjusted by the National Geodetic Survey in May 1999.
 LB2366
 LB2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2366
 LB2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2366.GEOID18 height accuracy estimate available here.
 LB2366
 LB2366.The vertical order pertains to the NGVD 29 superseded value.
 LB2366
 LB2366.Click photographs - Photos may exist for this station.
 LB2366
 LB2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2366
 LB2366. The following values were computed from the NAD 83(1997) position.
 LB2366
 LB2366;                    North         East     Units Scale Factor Converg.
 LB2366;SPC IN E     -   600,596.165    66,688.876   MT  0.99998032   -0 15 23.9
 LB2366;SPC IN E     - 1,970,455.92    218,795.09   sFT  0.99998032   -0 15 23.9
 LB2366;UTM  16      - 4,501,158.578   579,415.550   MT  0.99967763   +0 36 43.6
 LB2366
 LB2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2366!SPC IN E     -   0.99996728  x   0.99998032  =   0.99994760
 LB2366!UTM  16      -   0.99996728  x   0.99967763  =   0.99964492
 LB2366
 LB2366:                Primary Azimuth Mark                     Grid Az
 LB2366:SPC IN E     -  LOREE AZ MK                              155 26 06.7
 LB2366:UTM  16      -  LOREE AZ MK                              154 33 59.2
 LB2366
 LB2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7941501158(NAD 83)
 LB2366
 LB2366|---------------------------------------------------------------------|
 LB2366| PID    Reference Object                     Distance      Geod. Az  |
 LB2366|                                                           dddmmss.s |
 LB2366| CC8829 LOREE AZ MK                                        1551042.8 |
 LB2366| CC8830 LOREE RM 1                           27.512 METERS 22436     |
 LB2366| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX. 3.5 KM 2721003.8 |
 LB2366| CC8831 LOREE RM 2                           24.972 METERS 31723     |
 LB2366|---------------------------------------------------------------------|
 LB2366
 LB2366                          SUPERSEDED SURVEY CONTROL
 LB2366
 LB2366  NAD 83(1986)-  40 39 26.90457(N)    086 03 38.06785(W) AD(       ) 3
 LB2366  NAD 27      -  40 39 26.75970(N)    086 03 38.09230(W) AD(       ) 3
 LB2366  NGVD 29             243.02   (m)          797.3    (f) LEVELING    3  
 LB2366
 LB2366.Superseded values are not recommended for survey control.
 LB2366
 LB2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2366.See file dsdata.pdf to determine how the superseded data were derived.
 LB2366
 LB2366_MARKER: DS = TRIANGULATION STATION DISK
 LB2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2366_STAMPING: LOREE 1948
 LB2366_MARK LOGO: CGS
 LB2366_PROJECTION: FLUSH
 LB2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2366+STABILITY: SURFACE MOTION
 LB2366
 LB2366  HISTORY     - Date     Condition        Report By
 LB2366  HISTORY     - 1948     MONUMENTED       CGS
 LB2366
 LB2366                          STATION DESCRIPTION
 LB2366
 LB2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2366'THE STATION IS LOCATED 6 MILES SOUTH OF PERU, 2 MILES EAST OF BUNKER
 LB2366'HILL AND 0.5 MILE NORTH OF LOREE ON THE NORTHEAST CORNER OF THE
 LB2366'PROPERTY OF THE CHURCH OF THE BRETHERN.  IT IS 75 FEET NORTHEAST OF
 LB2366'THE NORTHEAST CORNER OF THE CHURCH, 66 FEET SOUTHWEST OF THE
 LB2366'INTERSECTION OF STATE HIGHWAY 218 AND A PAVED CROSSROAD, 55 FEET
 LB2366'WEST OF THE CENTER OF THE PAVED ROAD AND 46 FEET SOUTH OF THE CENTER
 LB2366'OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED LOREE
 LB2366'1948.
 LB2366'
 LB2366'REFERENCE MARK NO. 1 IS 90.26 FEET SOUTHWEST OF THE STATION.  IT IS 1
 LB2366'FOOT NORTH OF THE CENTER OF THE NORTH SIDE OF THE CHURCH.  THE MARK
 LB2366'PROJECTS 4 INCHES AND THE DISK IS STAMPED LOREE NO 1 1948.
 LB2366'
 LB2366'REFERENCE MARK NO. 2 IS 81.93 FEET NORTHWEST OF THE STATION.  IT IS
 LB2366'15 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A
 LB2366'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2366'LOREE NO 2 1948.
 LB2366'
 LB2366'THE AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF THE STATION.  IT IS 15 FEET
 LB2366'SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET WEST OF A WHITE WITNESS
 LB2366'POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES
 LB2366'AND THE DISK IS STAMPED LOREE 1948.
 LB2366'
 LB2366'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 AND STATE
 LB2366'HIGHWAY 218, 6 MILES SOUTH OF PERU, GO EAST ON STATE HIGHWAY 218 FOR
 LB2366'3.8 MILES TO A PAVED CROSSROAD AND THE STATION ON THE RIGHT AS
 LB2366'DESCRIBED.
 LB2366'
 LB2366'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE PAVED ROAD
 LB2366'FOR 0.5 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO EAST FOR 0.15
 LB2366'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2366'
 LB2366'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0188 ***********************************************************************
 JA0188  CBN         -  This is a Cooperative Base Network Control Station.
 JA0188  DESIGNATION -  LOST
 JA0188  PID         -  JA0188
 JA0188  STATE/COUNTY-  IN/WASHINGTON
 JA0188  COUNTRY     -  US
 JA0188  USGS QUAD   -  BECKS MILL (2019)
 JA0188
 JA0188                         *CURRENT SURVEY CONTROL
 JA0188  ______________________________________________________________________
 JA0188* NAD 83(2011) POSITION- 38 37 27.01080(N) 086 13 57.81921(W)   ADJUSTED
 JA0188* NAD 83(2011) ELLIP HT-   223.049 (meters)        (06/27/12)   ADJUSTED
 JA0188* NAD 83(2011) EPOCH   -  2010.00
 JA0188* NAVD 88 ORTHO HEIGHT -   256.457 (meters)      841.39  (feet) ADJUSTED
 JA0188  ______________________________________________________________________
 JA0188  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0188  NAD 83(2011) X  -    327,839.762 (meters)                     COMP
 JA0188  NAD 83(2011) Y  - -4,978,869.516 (meters)                     COMP
 JA0188  NAD 83(2011) Z  -  3,959,946.569 (meters)                     COMP
 JA0188  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 JA0188  DYNAMIC HEIGHT  -        256.286 (meters)      840.83  (feet) COMP
 JA0188  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 JA0188
 JA0188  VERT ORDER      -  FIRST     CLASS II
 JA0188
 JA0188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0188  Standards:
 JA0188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0188  -------------------------------------------------------------------
 JA0188  NETWORK    0.85   1.45           0.40   0.27   0.74     -0.06934400
 JA0188  -------------------------------------------------------------------
 JA0188  Click here for local accuracies and other accuracy information.
 JA0188
 JA0188.The horizontal coordinates were established by GPS observations
 JA0188.and adjusted by the National Geodetic Survey in June 2012.
 JA0188
 JA0188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0188.been affixed to the stable North American tectonic plate. See 
 JA0188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0188
 JA0188.The horizontal coordinates are valid at the epoch date displayed above
 JA0188.which is a decimal equivalence of Year/Month/Day.
 JA0188
 JA0188.The orthometric height was determined by differential leveling and
 JA0188.adjusted by the NATIONAL GEODETIC SURVEY
 JA0188.in June 1991.
 JA0188
 JA0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0188.GEOID18 height accuracy estimate available here.
 JA0188
 JA0188.Click photographs - Photos may exist for this station.
 JA0188
 JA0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0188
 JA0188.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0188
 JA0188.The ellipsoidal height was determined by GPS observations
 JA0188.and is referenced to NAD 83.
 JA0188
 JA0188.The dynamic height is computed by dividing the NAVD 88
 JA0188.geopotential number by the normal gravity value computed on the
 JA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0188.degrees latitude (g = 980.6199 gals.).
 JA0188
 JA0188.The modeled gravity was interpolated from observed gravity values.
 JA0188
 JA0188. The following values were computed from the NAD 83(2011) position.
 JA0188
 JA0188;                    North         East     Units Scale Factor Converg.
 JA0188;SPC IN E     -   374,928.040    50,707.295   MT  0.99999658   -0 21 12.1
 JA0188;SPC IN E     - 1,230,076.41    166,362.18   sFT  0.99999658   -0 21 12.1
 JA0188;SPC IN W     -   375,119.265   974,071.273   MT  1.00003420   +0 31 51.5
 JA0188;SPC IN W     - 1,230,703.79  3,195,765.50   sFT  1.00003420   +0 31 51.5
 JA0188;UTM  16      - 4,275,350.793   566,789.954   MT  0.99965493   +0 28 44.2
 JA0188
 JA0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0188!SPC IN E     -   0.99996500  x   0.99999658  =   0.99996158
 JA0188!SPC IN W     -   0.99996500  x   1.00003420  =   0.99999920
 JA0188!UTM  16      -   0.99996500  x   0.99965493  =   0.99961995
 JA0188
 JA0188:                Primary Azimuth Mark                     Grid Az
 JA0188:SPC IN E     -  LOST AZ MK                               356 55 08.6
 JA0188:SPC IN W     -  LOST AZ MK                               356 02 05.0
 JA0188:UTM  16      -  LOST AZ MK                               356 05 12.3
 JA0188
 JA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6678975350(NAD 83)
 JA0188
 JA0188|---------------------------------------------------------------------|
 JA0188| PID    Reference Object                     Distance      Geod. Az  |
 JA0188|                                                           dddmmss.s |
 JA0188| JA0189 LOST RM 1                            31.881 METERS 21409     |
 JA0188| JA0190 LOST RM 2                            20.498 METERS 29835     |
 JA0188| JA0187 LOST AZ MK                                         3563356.5 |
 JA0188|---------------------------------------------------------------------|
 JA0188
 JA0188                          SUPERSEDED SURVEY CONTROL
 JA0188
 JA0188  NAD 83(2007)-  38 37 27.01086(N)    086 13 57.82009(W) AD(2002.00) 0
 JA0188  ELLIP H (02/10/07)  223.088  (m)                       GP(2002.00)    
 JA0188  NAD 83(1997)-  38 37 27.01105(N)    086 13 57.82027(W) AD(       ) B
 JA0188  ELLIP H (04/10/98)  223.100  (m)                       GP(       ) 4 1
 JA0188  NAD 83(1993)-  38 37 27.01405(N)    086 13 57.82411(W) AD(       ) 2
 JA0188  NAD 83(1986)-  38 37 27.01505(N)    086 13 57.82608(W) AD(       ) 2
 JA0188  NAD 27      -  38 37 26.81500(N)    086 13 57.88700(W) AD(       ) 2
 JA0188  NAVD 88             256.46   (m)          841.4    (f) LEVELING    3  
 JA0188  NGVD 29 (??/??/92)  256.566  (m)          841.75   (f) ADJ UNCH    1 2
 JA0188  NGVD 29             256.57   (m)          841.8    (f) LEVELING    3  
 JA0188
 JA0188.Superseded values are not recommended for survey control.
 JA0188
 JA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0188.See file dsdata.pdf to determine how the superseded data were derived.
 JA0188
 JA0188_MARKER: DS = TRIANGULATION STATION DISK
 JA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0188_STAMPING: LOST 1946
 JA0188_MARK LOGO: CGS
 JA0188_PROJECTION: FLUSH
 JA0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0188+STABILITY: SURFACE MOTION
 JA0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0188+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 JA0188
 JA0188  HISTORY     - Date     Condition        Report By
 JA0188  HISTORY     - 1946     MONUMENTED       CGS
 JA0188  HISTORY     - 1949     GOOD             CGS
 JA0188  HISTORY     - 1967     GOOD             CGS
 JA0188  HISTORY     - 19970603 GOOD             NGS
 JA0188  HISTORY     - 20061014 GOOD             LNDMRK
 JA0188  HISTORY     - 20110411 GOOD             INLAND
 JA0188  HISTORY     - 20110706 GOOD             INDIV
 JA0188  HISTORY     - 20140717 GOOD             WOOLPT
 JA0188
 JA0188                          STATION DESCRIPTION
 JA0188
 JA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0188'THIS STATION IS AT A CROSSROAD INTERSECTION ON STATE HIGHWAY 60,
 JA0188'ABOUT 7 MILES EAST-NORTHEAST FROM SALEM, AND ABOUT 2-1/2 MILES
 JA0188'SOUTHEAST FROM CAMPBELLSBURG. IT IS 113 FEET EAST-SOUTHEAST OF THE
 JA0188'CENTERLINE OF THE INTERSECTION AND 39.8 FEET NORTH OF THE
 JA0188'NORTHWEST CORNER OF THE RED BARN, 19.4 FEET SOUTH OF A WHITE WITNESS
 JA0188'POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA0188'LOST 1946.
 JA0188'
 JA0188'REFERENCE MARK NO. 1 IS 104.60 FEET SOUTHWEST OF THE STATION, 3 FEET
 JA0188'NORTH OF THE NORTHWEST CORNER OF A CATTLE SHED.  THE MARK IS FLUSH
 JA0188'WITH THE GROUND AND THE DISK IS STAMPED LOST NO 1 1946.
 JA0188'
 JA0188'REFERENCE MARK NO. 2 IS 67.25 FEET NORTHWEST OF THE STATION, 46 FEET
 JA0188'SOUTHEAST OF THE CENTERLINE OF THE CROSSROADS AND 2.5 FEET EAST
 JA0188'OF A 2-FOOT CONCRETE FENCE CORNER POST. THE MARK IS FLUSH WITH THE
 JA0188'GROUND AND THE DISK IS STAMPED LOST NO 2 1946.
 JA0188'
 JA0188'THE AZIMUTH IS 0.35 MILE NORTH OF THE STATION, 16 FEET WEST OF THE
 JA0188'CENTERLINE OF THE ROAD AND 2.4 FEET SOUTH OF A TELEPHONE POLE
 JA0188'NO 460-866, AND 1.8 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 JA0188'PROJECTS 6 INCHES AND THE DISK IS STAMPED LOST 1946.
 JA0188'
 JA0188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56, 60 AND
 JA0188'135 IN SALEM, GO WEST ON STATE HIGHWAY 56 FOR 1.45 MILE TO
 JA0188'JUNCTION WITH 60, TURN RIGHT ON HIGHWAY 60 AND GO 6.1 MILES TO A
 JA0188'CROSSROAD WITH A BIG RED BARN IN THE SOUTHEAST ANGLE AND THE
 JA0188'STATION IN THE BARN YARD.
 JA0188'
 JA0188'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0188
 JA0188                          STATION RECOVERY (1949)
 JA0188
 JA0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0188'2.7 MI S FROM CAMPBELLSBURG.
 JA0188'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0188'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0188'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 1.0 MILE WEST
 JA0188'OF SMEDLEY CHURCH OF CHRIST, 105 FEET NORTHEAST OF RM NO 1, 111
 JA0188'FEET SOUTHEAST OF THE CENTER LINES OF THE CROSS ROADS, 65 FEET
 JA0188'SOUTHEAST OF RM NO 2, 70 FEET EAST OF A WELL PUMP, 41 FEET
 JA0188'NORTHEAST OF THE NORTHWEST CORNER OF A RED BARN, 36 FEET SOUTH
 JA0188'OF THE CENTER LINE OF STATE HIGHWAY 60, 20 FEET SOUTH OF A FENCE
 JA0188'LINE, 19.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4
 JA0188'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JA0188'CONCRETE POST FLUSH WITH THE GROUND.
 JA0188
 JA0188                          STATION RECOVERY (1967)
 JA0188
 JA0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0188'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 JA0188'FOUND IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION
 JA0188'IS GOOD WITH THE BELOW CHANGES AND A NEW TO REACH.
 JA0188'
 JA0188'REFERENCE MARK 1 IS 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JA0188'THE BARN, 13 FEET EAST OF A WIRE FENCE AND THE MONUMENT NOW PROJECTS
 JA0188'4 INCHES.
 JA0188'
 JA0188'REFERENCE MARK 2 IS NOW 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 JA0188'
 JA0188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 60
 JA0188'AT THE WEST EDGE OF SALEM, GO WESTERLY ON STATE HIGHWAY 60 FOR 6.05
 JA0188'MILES TO A SIDE ROAD LEFT.  TURN LEFT ON THE PAVED ROAD (WEST
 JA0188'WASHINGTON SCHOOL ROAD) AND GO SOUTH FOR 0.65 MILE TO THE AZIMUTH
 JA0188'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.35
 JA0188'MILE TO A PAVED CROSSROAD INTERSECTION AND THE STATION IN THE
 JA0188'SOUTHEAST ANGLE.
 JA0188'
 JA0188'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 JA0188'
 JA0188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 JA0188'EAST-NORTHEAST OF SALEM.
 JA0188
 JA0188                          STATION RECOVERY (1997)
 JA0188
 JA0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA0188'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST-NORTHWEST OF SALEM,
 JA0188'IN WEEDS BETWEEN A SMALL WHITE BARN AND A PAVED ROAD, AND IN THE
 JA0188'SOUTHEAST QUADRANT OF THE JUNCTION OF TWO PAVED ROADS.
 JA0188'OWNERSHIP--BRIAN ROSENBAUM, 7883 WEST LOST RIVER ROAD, SALEM IN 47167,
 JA0188'PHONE 812-755-5023.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 56
 JA0188'AND 60 NEAR THE WEST EDGE OF SALEM, GO NORTHWEST ON HIGHWAY 60 FOR
 JA0188'10.3 KM (6.40 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH ON WEST
 JA0188'WASHINGTON SCHOOL ROAD FOR 1.61 KM (1.00 MI) TO THE PAVED JUNCTION OF
 JA0188'LOST RIVER ROAD AND THE STATION ON THE LEFT.  THE STATION IS SET IN
 JA0188'THE TOP OF A 35 CM SQUARE CONCRETE POST PROJECTING 3 CM ABOVE GROUND.
 JA0188'IT IS 28.0 M (91.9 FT) EAST OF THE CENTER OF WASHINGTON SCHOOL ROAD,
 JA0188'12.4 M (40.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 11.4 M
 JA0188'(37.4 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BARN, 10.5 M (34.4
 JA0188'FT) NORTH OF THE NORTH FACE OF THE BARN, 10.5 M (34.4 FT)
 JA0188'SOUTH-SOUTHWEST OF THE CENTER OF LOST RIVER ROAD, 9.6 M (31.5 FT)
 JA0188'SOUTHEAST OF THE WEST END OF A FENCE AND 5.5 M (18.0 FT) SOUTH OF A
 JA0188'FENCE AND A FIBERGLASS WITNESS POST.
 JA0188
 JA0188                          STATION RECOVERY (2006)
 JA0188
 JA0188'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2006 (DLH)
 JA0188'THE SITE IS SUITABLE FOR GPS OBSERVATIONS.
 JA0188
 JA0188                          STATION RECOVERY (2011)
 JA0188
 JA0188'RECOVERY NOTE BY INDEPENDENT LAND SURVEYING INC 2011 (JMI)
 JA0188'RECOVERED AS DESCRIBED.
 JA0188
 JA0188                          STATION RECOVERY (2011)
 JA0188
 JA0188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0188'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JA0188
 JA0188                          STATION RECOVERY (2014)
 JA0188
 JA0188'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA0188'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2260 ***********************************************************************
 ME2260  DESIGNATION -  LOST
 ME2260  PID         -  ME2260
 ME2260  STATE/COUNTY-  IN/ST JOSEPH
 ME2260  COUNTRY     -  US
 ME2260  USGS QUAD   -  LYDICK (2019)
 ME2260
 ME2260                         *CURRENT SURVEY CONTROL
 ME2260  ______________________________________________________________________
 ME2260* NAD 83(1997) POSITION- 41 38 34.36922(N) 086 22 48.97432(W)   ADJUSTED
 ME2260* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 ME2260  ______________________________________________________________________
 ME2260  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2260  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 ME2260  HORZ ORDER      -  SECOND
 ME2260
 ME2260.The horizontal coordinates were established by classical geodetic methods
 ME2260.and adjusted by the National Geodetic Survey in May 1999.
 ME2260
 ME2260.The orthometric height was scaled from a topographic map.
 ME2260
 ME2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2260.GEOID18 height accuracy estimate available here.
 ME2260
 ME2260.Click photographs - Photos may exist for this station.
 ME2260
 ME2260.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2260
 ME2260. The following values were computed from the NAD 83(1997) position.
 ME2260
 ME2260;                    North         East     Units Scale Factor Converg.
 ME2260;SPC IN E     -   710,200.201    40,549.748   MT  1.00001014   -0 28 27.1
 ME2260;SPC IN E     - 2,330,048.49    133,036.96   sFT  1.00001014   -0 28 27.1
 ME2260;SPC IN W     -   710,192.986   958,572.053   MT  1.00000887   +0 28 01.9
 ME2260;SPC IN W     - 2,330,024.82  3,144,915.14   sFT  1.00000887   +0 28 01.9
 ME2260;UTM  16      - 4,610,312.349   551,610.599   MT  0.99963278   +0 24 42.5
 ME2260
 ME2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2260!SPC IN E     -   0.99997035  x   1.00001014  =   0.99998049
 ME2260!SPC IN W     -   0.99997035  x   1.00000887  =   0.99997922
 ME2260!UTM  16      -   0.99997035  x   0.99963278  =   0.99960314
 ME2260
 ME2260:                Primary Azimuth Mark                     Grid Az
 ME2260:SPC IN E     -  LOST AZ MK                               270 23 00.9
 ME2260:SPC IN W     -  LOST AZ MK                               269 26 31.9
 ME2260:UTM  16      -  LOST AZ MK                               269 29 51.3
 ME2260
 ME2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5161010312(NAD 83)
 ME2260
 ME2260|---------------------------------------------------------------------|
 ME2260| PID    Reference Object                     Distance      Geod. Az  |
 ME2260|                                                           dddmmss.s |
 ME2260| CM3070 LOST RM 1                            34.171 METERS 06310     |
 ME2260| CM3069 LOST AZ MK                                         2695433.8 |
 ME2260| CM3071 LOST RM 2                            28.271 METERS 33235     |
 ME2260|---------------------------------------------------------------------|
 ME2260
 ME2260                          SUPERSEDED SURVEY CONTROL
 ME2260
 ME2260  NAD 83(1994)-  41 38 34.37226(N)    086 22 48.97731(W) AD(       ) 2
 ME2260  NAD 83(1986)-  41 38 34.37225(N)    086 22 48.97906(W) AD(       ) 2
 ME2260  NAD 27      -  41 38 34.20790(N)    086 22 48.93740(W) AD(       ) 2
 ME2260
 ME2260.Superseded values are not recommended for survey control.
 ME2260
 ME2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2260.See file dsdata.pdf to determine how the superseded data were derived.
 ME2260
 ME2260_MARKER: DS = TRIANGULATION STATION DISK
 ME2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2260_STAMPING: LOST 1952
 ME2260_MARK LOGO: CGS
 ME2260_PROJECTION: FLUSH
 ME2260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2260+STABILITY: SURFACE MOTION
 ME2260
 ME2260  HISTORY     - Date     Condition        Report By
 ME2260  HISTORY     - 1952     MONUMENTED       CGS
 ME2260  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 ME2260  HISTORY     - 19850524 GOOD             NGS
 ME2260  HISTORY     - 19941030 GOOD             USPSQD
 ME2260  HISTORY     - 20060912 MARK NOT FOUND   CMT
 ME2260
 ME2260                          STATION DESCRIPTION
 ME2260
 ME2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2260'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 ME2260'HIGHWAY 223 AND QUINCE ROAD ABOUT 6 MILES WEST OF SOUTH BEND AND ABOUT
 ME2260'2 MILES NORTHEAST OF CRUMSTOWN.  IT IS 65 FEET SOUTHEAST OF THE
 ME2260'INTERSECTION, 53 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 223, 30 FEET
 ME2260'NORTHEAST OF A 12 INCH WALNUT TREE AND 13 FEET NORTH OF A WHITE
 ME2260'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LOST 1952.
 ME2260'
 ME2260'REFERENCE MARK NO. 1 IS 28 FEET SOUTHEAST OF THE CENTER OF THE
 ME2260'HIGHWAY, 6 FEET WEST OF A POWER POLE AND 2 FEET NORTHWEST OF A FENCE.
 ME2260'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LOST NO 1
 ME2260'1952.
 ME2260'
 ME2260'REFERENCE MARK NO. 2 IS 38 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY
 ME2260'AND 8 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH
 ME2260'AND THE DISK IS STAMPED LOST NO 2 1952.
 ME2260'
 ME2260'AZIMUTH MARK IS 43 FEET EAST OF THE CENTER OF PEAR ROAD, 38 FEET NORTH
 ME2260'OF THE CENTER OF HIGHWAY 223, 2 FEET SOUTH OF A POWER POLE AND 2 FEET
 ME2260'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2260'STAMPED LOST 1952.
 ME2260'
 ME2260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 223,
 ME2260'WHICH IS ABOUT 3 MILES WEST OF THE CENTER OF SOUTH BEND, GO SOUTHWEST
 ME2260'ON HIGHWAY 223 FOR 3.55 MILES TO THE INTERSECTION OF QUINCE ROAD AND
 ME2260'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY
 ME2260'FOR 0.25 MILE TO THE INTERSECTION OF PEAR ROAD AND THE AZIMUTH MARK ON
 ME2260'THE RIGHT AS DESCRIBED.
 ME2260'
 ME2260'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2260
 ME2260                          STATION RECOVERY (1981)
 ME2260
 ME2260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DS)
 ME2260'LOST 1952 AZIMUTH MARK FOUND GOOD.  LOST NO 1 1952 FOUND POOR HAS BEEN
 ME2260'STRUCK BY VEHICLE CONCRETE IS BROKEN AND DISK IS SMASHED DOWN.  LOST
 ME2260'NO. 2 1952 FOUND GOOD.
 ME2260
 ME2260                          STATION RECOVERY (1985)
 ME2260
 ME2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 ME2260'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 ME2260'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN HIT BY MACHINERY, AS
 ME2260'PART OF THE CONCRETE IS BROKEN AWAY AND THE DISK IS TILTING TOWARD THE
 ME2260'WEST, AND THE MONUMENT IS LEANING TOWARD THE EAST, BUT STILL SOLID IN
 ME2260'THE GROUND.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 ME2260'THERE IS SOME LIMBS ON LINE, ABOUT HALF WAY BETWEEN STATION AND THE
 ME2260'AZIMUTH MARK IN A TREE IN A LAWN.  THIS WAS NOT CLEARED TO AT THIS
 ME2260'TIME, SO NO MEASUREMENT OR ANGLES WERE TURNED.  THE ANGLE BETWEEN
 ME2260'REFERENCE MARKS 1 AND 2 CHECKED THE 1952 DATA AS DID THE DISTANCE TO
 ME2260'REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 ME2260'LONGER BY 0.13 OF A FOOT.  THE STATION MARK IS NOW 10 INCHES BELOW
 ME2260'GROUND AND THE AZIMUTH MARK IS 14 INCHES BELOW GROUND. A NEW AND
 ME2260'COMPLETE DESCRIPTION FOLLOWS.
 ME2260'
 ME2260'THE STATION IS LOCATED ABOUT IN THE SOUTHEAST QUADRANT OF THE
 ME2260'INTERSECTION OF CRUMSTOWN HIGHWAY AND QUINCE ROAD, ABOUT 6.0 MILES,
 ME2260'(9.7 KM) 9.7 KM (6.00 MI) WEST OF SOUTH BEND, 2.0 MILES, (3.2 KM) 3.2
 ME2260'KM (2.00 MI) NORTHEAST OF CRUMSTOWN AND IN THE FRONT LAWN AT EAST EDGE
 ME2260'OF DRIVEWAY OF HOUSE NUMBER 58430.  OWNERSHIP--MR ED ZMUDY WHO LIVES
 ME2260'AT THE STATION SITE.
 ME2260'
 ME2260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 ME2260'MAYFLOWER ROAD, WHICH IS ABOUT 5.0 MILES (8.0 KM) SOUTHWEST OF SOUTH
 ME2260'BEND, GO WEST ON MAYFLOWER ROAD FOR 2.45 MILES, (3.94 KM) 3.94 KM
 ME2260'(2.45 MI) TO A CROSSROAD, CRUMSTOWN HIGHWAY.  TURN LEFT AND GO
 ME2260'SOUTHWESTERLY FOR 3.55 MILES, (5.71 KM) 5.72 KM (3.55 MI) TO A
 ME2260'SIDEROAD LEFT, QUINCE ROAD AND THE STATION AS DESCRIBED.
 ME2260'
 ME2260'THE STATION IS A STANDARD CGS DISK STAMPED,---LOST 1952---, SET INTO
 ME2260'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 ME2260'RECESSED, 10 INCHES, 30 CM BELOW THE GROUND.  THE STATION IS LOCATED
 ME2260'20.300 METERS (66.601 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 ME2260'GARAGE AND HOUSE NUMBER 58430, 16.429 METERS (53.901 FT) EAST FROM THE
 ME2260'CENTERLINE OF QUINCE ROAD, 16.032 METERS (52.598 FT) SOUTH FROM THE
 ME2260'CENTERLINE OF CRUMSTOWN HIGHWAY AND 9.022 METERS (29.600 FT) NORTHEAST
 ME2260'FROM A 22 INCH WALNUT TREE.
 ME2260'
 ME2260'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED,
 ME2260'---LOST NO 1 1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 ME2260'12 INCHES (30 CM) IN DIAMETER, PROJECTING, 1 INCH, 3 CM, ABOVE THE
 ME2260'GROUND.  THE STATION IS LOCATED 8.534 METERS (27.999 FT) SOUTHEAST
 ME2260'FROM THE CENTERLINE OF CRUMSTOWN HIGHWAY, 1.829 METERS (6.001 FT) WEST
 ME2260'FROM A UTILITY POLE, AND 1.219 METERS (3.999 FT) WEST FROM AN
 ME2260'UNDERGROUND TELEPHONE JUNCTION BOX, AND 0.3 METERS (1.0 FT) ABOVE THE
 ME2260'STATION.
 ME2260'
 ME2260'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED
 ME2260'---LOST NO 2 1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 ME2260'12 INCHES (30 CM IN) DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 ME2260'LOCATED 11.582 METERS (37.999 FT) NORTHWEST FROM THE CENTER OF
 ME2260'CRUMSTOWN HIGHWAY, 6.279 METERS (20.600 FT) NORTHEAST FROM A UTILITY
 ME2260'POLE, NUMBER J 298-20, AND 2.438 METERS (7.999 FT) NORTHEAST FROM THE
 ME2260'CENTER OF A DRIVEWAY NORTH, AND 0.8 METERS (2.6 FT) ABOVE THE STATION.
 ME2260'
 ME2260'REFERENCE MARK NO 3 IS A STANDARD NGS, DISK STAMPED,
 ME2260'---LOST 1952 NO 3 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2260'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2260'STATION IS LOCATED 14.630 METERS (47.999 FT) SOUTHEAST FROM THE CENTER
 ME2260'OF CRUMSTOWN HIGHWAY, 7.620 METERS (25.000 FT) NORTHWEST FROM THE 22
 ME2260'INCH WALNUT TREE, 4.694 METERS (15.400 FT) EAST FROM THE CENTER OF
 ME2260'QUINCE RAOD AND 0.305 METERS (1.001 FT) NORTH FROM A STOP SIGN, AND
 ME2260'LEVEL WITH THE STATION.
 ME2260'
 ME2260'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED,---LOST 1952---, SET
 ME2260'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME2260'DIAMETER, RECESSED, 4 INCHES, 12 CM BELOW THE GROUND.  THE STATION IS
 ME2260'LOCATED 13.106 METERS (42.999 FT) EAST FROM THE CENTER OF PEAR ROAD,
 ME2260'11.582 METERS (37.999 FT) NORTH FROM THE CENTER OF CRUMSTOWN HIGHWAY
 ME2260'AND 0.610 METERS (2.001 FT) SOUTH FROM A UTILITY POLE.
 ME2260'
 ME2260'TO REACH THE AZIMUTH MARK FROM THE SOUTHWESTERLY ON CRUMSTOWN HIGHWAY
 ME2260'FOR 0.25 MILE (0.40 KM) 0.4 KM (0.25 MI) TO THE JUNCTION OF PEAR ROAD
 ME2260'AND THE MARK ON RIGHT AS DESCRIBED.
 ME2260
 ME2260                          STATION RECOVERY (1994)
 ME2260
 ME2260'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2260'RECOVERED IN GOOD CONDITION.
 ME2260
 ME2260                          STATION RECOVERY (2006)
 ME2260
 ME2260'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME2260'FELL UNDER CONC. DRIVE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0187 ***********************************************************************
 JA0187  DESIGNATION -  LOST AZ MK
 JA0187  PID         -  JA0187
 JA0187  STATE/COUNTY-  IN/WASHINGTON
 JA0187  COUNTRY     -  US
 JA0187  USGS QUAD   -  SMEDLEY (2019)
 JA0187
 JA0187                         *CURRENT SURVEY CONTROL
 JA0187  ______________________________________________________________________
 JA0187* NAD 83(1986) POSITION- 38 37 46.     (N) 086 13 59.     (W)   SCALED
 JA0187* NAVD 88 ORTHO HEIGHT -   258.415 (meters)      847.82  (feet) ADJUSTED
 JA0187  ______________________________________________________________________
 JA0187  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 JA0187  DYNAMIC HEIGHT  -        258.243 (meters)      847.25  (feet) COMP
 JA0187  MODELED GRAVITY -    979,955.7   (mgal)                       NAVD 88
 JA0187
 JA0187  VERT ORDER      -  FIRST     CLASS II
 JA0187
 JA0187.The horizontal coordinates were scaled from a map and have
 JA0187.an estimated accuracy of +/- 6 seconds.
 JA0187
 JA0187.The orthometric height was determined by differential leveling and
 JA0187.adjusted by the NATIONAL GEODETIC SURVEY
 JA0187.in June 1991.
 JA0187
 JA0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0187.GEOID18 height accuracy estimate available here.
 JA0187
 JA0187.Click photographs - Photos may exist for this station.
 JA0187
 JA0187.The dynamic height is computed by dividing the NAVD 88
 JA0187.geopotential number by the normal gravity value computed on the
 JA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0187.degrees latitude (g = 980.6199 gals.).
 JA0187
 JA0187.The modeled gravity was interpolated from observed gravity values.
 JA0187
 JA0187;                    North         East    Units  Estimated Accuracy
 JA0187;SPC IN E     -   375,510.       50,680.      MT  (+/- 180 meters Scaled)
 JA0187
 JA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH667759(NAD 83)
 JA0187
 JA0187                          SUPERSEDED SURVEY CONTROL
 JA0187
 JA0187  NGVD 29 (??/??/92)  258.523  (m)          848.17   (f) ADJ UNCH    1 2
 JA0187
 JA0187.Superseded values are not recommended for survey control.
 JA0187
 JA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0187.See file dsdata.pdf to determine how the superseded data were derived.
 JA0187
 JA0187_MARKER: DZ = AZIMUTH MARK DISK
 JA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0187_STAMPING: LOST 1946
 JA0187_MARK LOGO: CGS
 JA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0187+STABILITY: SURFACE MOTION
 JA0187
 JA0187  HISTORY     - Date     Condition        Report By
 JA0187  HISTORY     - 1946     MONUMENTED       CGS
 JA0187  HISTORY     - 1949     GOOD             CGS
 JA0187
 JA0187                          STATION DESCRIPTION
 JA0187
 JA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0187'2.4 MI S FROM CAMPBELLSBURG.
 JA0187'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0187'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0187'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH
 JA0187'OF STATE HIGHWAY 60, ABOUT 0.1 MILE SOUTH OF A DRIVEWAY EAST TO
 JA0187'A FARM HOUSE, ABOUT 0.1 MILE SOUTH OF A SMALL CONCRETE BRIDGE, 20
 JA0187'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH OF A
 JA0187'POWER LINE POLE, 1.5 FEET SOUTH-SOUTHWEST OF A WHITE WOODEN
 JA0187'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET
 JA0187'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0189 ***********************************************************************
 JA0189  DESIGNATION -  LOST RM 1
 JA0189  PID         -  JA0189
 JA0189  STATE/COUNTY-  IN/WASHINGTON
 JA0189  COUNTRY     -  US
 JA0189  USGS QUAD   -  BECKS MILL (2019)
 JA0189
 JA0189                         *CURRENT SURVEY CONTROL
 JA0189  ______________________________________________________________________
 JA0189* NAD 83(1986) POSITION- 38 37 26.16   (N) 086 13 58.56   (W)   HD_HELD1
 JA0189* NAVD 88 ORTHO HEIGHT -   256.432 (meters)      841.31  (feet) ADJUSTED
 JA0189  ______________________________________________________________________
 JA0189  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0189  DYNAMIC HEIGHT  -        256.261 (meters)      840.75  (feet) COMP
 JA0189  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 JA0189
 JA0189  VERT ORDER      -  FIRST     CLASS II
 JA0189
 JA0189.The horizontal coordinates were determined by differentially corrected
 JA0189.hand held GPS observations or other comparable positioning techniques
 JA0189.and have an estimated accuracy of +/- 3 meters.
 JA0189
 JA0189.The orthometric height was determined by differential leveling and
 JA0189.adjusted by the NATIONAL GEODETIC SURVEY
 JA0189.in June 1991.
 JA0189
 JA0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0189.GEOID18 height accuracy estimate available here.
 JA0189
 JA0189.Click photographs - Photos may exist for this station.
 JA0189
 JA0189.The dynamic height is computed by dividing the NAVD 88
 JA0189.geopotential number by the normal gravity value computed on the
 JA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0189.degrees latitude (g = 980.6199 gals.).
 JA0189
 JA0189.The modeled gravity was interpolated from observed gravity values.
 JA0189
 JA0189;                    North         East    Units  Estimated Accuracy
 JA0189;SPC IN E     -   374,901.9      50,689.2     MT  (+/- 3 meters HH1 GPS) 
 JA0189
 JA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6677275324(NAD 83)
 JA0189
 JA0189                          SUPERSEDED SURVEY CONTROL
 JA0189
 JA0189  NGVD 29 (??/??/92)  256.540  (m)          841.67   (f) ADJ UNCH    1 2
 JA0189
 JA0189.Superseded values are not recommended for survey control.
 JA0189
 JA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0189.See file dsdata.pdf to determine how the superseded data were derived.
 JA0189
 JA0189_MARKER: DR = REFERENCE MARK DISK
 JA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0189_STAMPING: LOST NO 1 1946
 JA0189_MARK LOGO: CGS
 JA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0189+STABILITY: SURFACE MOTION
 JA0189
 JA0189  HISTORY     - Date     Condition        Report By
 JA0189  HISTORY     - 1946     MONUMENTED       CGS
 JA0189  HISTORY     - 1949     GOOD             CGS
 JA0189
 JA0189                          STATION DESCRIPTION
 JA0189
 JA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0189'2.7 MI S FROM CAMPBELLSBURG.
 JA0189'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0189'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0189'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD, 105 FEET SOUTHWEST
 JA0189'OF LOST STA, 117 FEET SOUTH OF RM NO 2, 97 FEET SOUTH-SOUTHEAST
 JA0189'OF A WELL PUMP, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA0189'RED BARN, 32.5 FEET EAST OF THE CENTER LINE OF A ROAD SOUTH, 13.2
 JA0189'FEET EAST OF A FENCE LINE, 1 FOOT ABOVE THE LEVEL OF LOST STA
 JA0189'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0190 ***********************************************************************
 JA0190  DESIGNATION -  LOST RM 2
 JA0190  PID         -  JA0190
 JA0190  STATE/COUNTY-  IN/WASHINGTON
 JA0190  COUNTRY     -  US
 JA0190  USGS QUAD   -  BECKS MILL (2019)
 JA0190
 JA0190                         *CURRENT SURVEY CONTROL
 JA0190  ______________________________________________________________________
 JA0190* NAD 83(1986) POSITION- 38 37 27.33   (N) 086 13 58.56   (W)   HD_HELD1
 JA0190* NAVD 88 ORTHO HEIGHT -   256.793 (meters)      842.50  (feet) ADJUSTED
 JA0190  ______________________________________________________________________
 JA0190  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 JA0190  DYNAMIC HEIGHT  -        256.621 (meters)      841.93  (feet) COMP
 JA0190  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 JA0190
 JA0190  VERT ORDER      -  FIRST     CLASS II
 JA0190
 JA0190.The horizontal coordinates were determined by differentially corrected
 JA0190.hand held GPS observations or other comparable positioning techniques
 JA0190.and have an estimated accuracy of +/- 3 meters.
 JA0190
 JA0190.The orthometric height was determined by differential leveling and
 JA0190.adjusted by the NATIONAL GEODETIC SURVEY
 JA0190.in June 1991.
 JA0190
 JA0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0190.GEOID18 height accuracy estimate available here.
 JA0190
 JA0190.Click photographs - Photos may exist for this station.
 JA0190
 JA0190.The dynamic height is computed by dividing the NAVD 88
 JA0190.geopotential number by the normal gravity value computed on the
 JA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0190.degrees latitude (g = 980.6199 gals.).
 JA0190
 JA0190.The modeled gravity was interpolated from observed gravity values.
 JA0190
 JA0190;                    North         East    Units  Estimated Accuracy
 JA0190;SPC IN E     -   374,938.0      50,689.4     MT  (+/- 3 meters HH1 GPS) 
 JA0190
 JA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6677175360(NAD 83)
 JA0190
 JA0190                          SUPERSEDED SURVEY CONTROL
 JA0190
 JA0190  NGVD 29 (??/??/92)  256.901  (m)          842.85   (f) ADJ UNCH    1 2
 JA0190
 JA0190.Superseded values are not recommended for survey control.
 JA0190
 JA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0190.See file dsdata.pdf to determine how the superseded data were derived.
 JA0190
 JA0190_MARKER: DR = REFERENCE MARK DISK
 JA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0190_STAMPING: LOST NO 2 1946
 JA0190_MARK LOGO: CGS
 JA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0190+STABILITY: SURFACE MOTION
 JA0190
 JA0190  HISTORY     - Date     Condition        Report By
 JA0190  HISTORY     - 1946     MONUMENTED       CGS
 JA0190  HISTORY     - 1949     GOOD             CGS
 JA0190
 JA0190                          STATION DESCRIPTION
 JA0190
 JA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0190'2.7 MI S FROM CAMPBELLSBURG.
 JA0190'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0190'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0190'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD, 117 FEET NORTH OF
 JA0190'RM NO 1, 76.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED
 JA0190'BARN, 65 FEET NORTHWEST OF LOST STA, 43 FEET SOUTHEAST OF THE
 JA0190'CENTER OF THE CROSS ROADS, 31.7 FEET EAST OF THE CENTER LINE OF
 JA0190'THE ROAD SOUTH, 21 FEET SOUTH OF THE CENTER LINE OF STATE
 JA0190'HIGHWAY 60, 2.5 FEET EAST OF A STONE GATE POST, 24.5 FEET
 JA0190'NORTHEAST OF A WELL PUMP, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JA0190'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 JA0190'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1889 ***********************************************************************
 JA1889  DESIGNATION -  LOTTES
 JA1889  PID         -  JA1889
 JA1889  STATE/COUNTY-  IN/DUBOIS
 JA1889  COUNTRY     -  US
 JA1889  USGS QUAD   -  JASPER (2019)
 JA1889
 JA1889                         *CURRENT SURVEY CONTROL
 JA1889  ______________________________________________________________________
 JA1889* NAD 83(1997) POSITION- 38 28 24.87564(N) 086 53 15.30935(W)   ADJUSTED
 JA1889* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 JA1889  ______________________________________________________________________
 JA1889  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 JA1889  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 JA1889  HORZ ORDER      -  THIRD
 JA1889
 JA1889.The horizontal coordinates were established by classical geodetic methods
 JA1889.and adjusted by the National Geodetic Survey in May 1999.
 JA1889
 JA1889.The orthometric height was scaled from a topographic map.
 JA1889
 JA1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1889.GEOID18 height accuracy estimate available here.
 JA1889
 JA1889.Click photographs - Photos may exist for this station.
 JA1889
 JA1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1889
 JA1889. The following values were computed from the NAD 83(1997) position.
 JA1889
 JA1889;                    North         East     Units Scale Factor Converg.
 JA1889;SPC IN W     -   358,077.883   917,081.262   MT  0.99997026   +0 07 18.4
 JA1889;SPC IN W     - 1,174,793.85  3,008,790.77   sFT  0.99997026   +0 07 18.4
 JA1889;UTM  16      - 4,258,367.433   509,805.849   MT  0.99960118   +0 04 11.8
 JA1889
 JA1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1889!SPC IN W     -   0.99997391  x   0.99997026  =   0.99994417
 JA1889!UTM  16      -   0.99997391  x   0.99960118  =   0.99957510
 JA1889
 JA1889:                Primary Azimuth Mark                     Grid Az
 JA1889:SPC IN W     -  LOTTES AZ MK                             005 40 17.1
 JA1889:UTM  16      -  LOTTES AZ MK                             005 43 23.7
 JA1889
 JA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0980558367(NAD 83)
 JA1889
 JA1889|---------------------------------------------------------------------|
 JA1889| PID    Reference Object                     Distance      Geod. Az  |
 JA1889|                                                           dddmmss.s |
 JA1889| JA1884 LOTTES AZ MK                        APPROX. 0.8 KM 0054735.5 |
 JA1889| CG8844 LOTTES RM 1                          22.235 METERS 16016     |
 JA1889| CG8845 LOTTES RM 2                          24.820 METERS 30608     |
 JA1889|---------------------------------------------------------------------|
 JA1889
 JA1889                          SUPERSEDED SURVEY CONTROL
 JA1889
 JA1889  NAD 83(1993)-  38 28 24.88116(N)    086 53 15.31165(W) AD(       ) 3
 JA1889  NAD 83(1986)-  38 28 24.88258(N)    086 53 15.31216(W) AD(       ) 3
 JA1889  NAD 27      -  38 28 24.69300(N)    086 53 15.31900(W) AD(       ) 3
 JA1889
 JA1889.Superseded values are not recommended for survey control.
 JA1889
 JA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1889.See file dsdata.pdf to determine how the superseded data were derived.
 JA1889
 JA1889_MARKER: DS = TRIANGULATION STATION DISK
 JA1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1889_STAMPING: LOTTES 1946
 JA1889_MARK LOGO: CGS
 JA1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1889+STABILITY: SURFACE MOTION
 JA1889
 JA1889  HISTORY     - Date     Condition        Report By
 JA1889  HISTORY     - 1946     MONUMENTED       CGS
 JA1889
 JA1889                          STATION DESCRIPTION
 JA1889
 JA1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1889'THE STATION IS ABOUT 1.5 MILES SOUTHEAST FROM HAYSVILLE AND 0.5 MILE
 JA1889'SOUTH OF STATE HIGHWAY 56, ON THE HIGHEST POINT OF A DENSLY TIMBERED
 JA1889'HILL, ON THE PROPERTY OF MR PETE LOTTES.  IT IS 32.2 FEET SOUTH OF A
 JA1889'12-INCH HICKORY TREE AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE
 JA1889'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOTTES 1946.
 JA1889'
 JA1889'REFERENCE MARK NO 1 IS 72.95 FEET SOUTH OF THE STATION, THE MARK
 JA1889'PROJECTS 6 INCHES AND THE DISK IS STAMPED LOTTES NO 1 1946.
 JA1889'
 JA1889'REFERENCE MARK NO 2 IS 81.43 FEET NORTHEAST OF THE STATION.  THE MARK
 JA1889'PROJECTS 6 INCHES AND THE DISK IS STAMPED LOTTES NO 2 1946.
 JA1889'
 JA1889'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, IN THE
 JA1889'SOUTHWEST CORNER OF A SCHOOL YARD.  IT IS 65.5 FEET SOUTH OF A 24-INCH
 JA1889'OAK WHICH IS MARKED TBM 602.4 ON THE NORTH SIDE OF IT, 51.9 FEET
 JA1889'WEST-SOUTHWEST OF THE SCHOOL HOUSE AND 27 FEET EAST OF A DIRT ROAD.
 JA1889'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LOTTES 1946.
 JA1889'
 JA1889'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 AND 56 IN
 JA1889'HAYSVILLE, GO EAST ON STATE HIGHWAY 56 FOR 1.6 MILES TO A SIDE ROAD
 JA1889'AND SCHOOL ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.8 MILE TO A GATE ON
 JA1889'THE RIGHT, TURN RIGHT THROUGH THE GATE AND FOLLOW A NARROW ROAD BACK
 JA1889'TO THE NORTHEAST THROUGH THE TIMBER ABOUT 0.1 MILE TO THE HIGHEST
 JA1889'POINT AND THE STATION.
 JA1889'
 JA1889'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1884 ***********************************************************************
 JA1884  DESIGNATION -  LOTTES AZ MK
 JA1884  PID         -  JA1884
 JA1884  STATE/COUNTY-  IN/DUBOIS
 JA1884  COUNTRY     -  US
 JA1884  USGS QUAD   -  JASPER (2019)
 JA1884
 JA1884                         *CURRENT SURVEY CONTROL
 JA1884  ______________________________________________________________________
 JA1884* NAD 83(1997) POSITION- 38 28 51.09935(N) 086 53 11.92462(W)   ADJUSTED
 JA1884* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 JA1884  ______________________________________________________________________
 JA1884  GEOID HEIGHT    -        -32.604 (meters)                     GEOID18
 JA1884  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 JA1884  HORZ ORDER      -  THIRD
 JA1884
 JA1884.The horizontal coordinates were established by classical geodetic methods
 JA1884.and adjusted by the National Geodetic Survey in May 1999.
 JA1884
 JA1884.The orthometric height was scaled from a topographic map.
 JA1884
 JA1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1884.GEOID18 height accuracy estimate available here.
 JA1884
 JA1884.Click photographs - Photos may exist for this station.
 JA1884
 JA1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1884
 JA1884. The following values were computed from the NAD 83(1997) position.
 JA1884
 JA1884;                    North         East     Units Scale Factor Converg.
 JA1884;SPC IN W     -   358,886.637   917,161.579   MT  0.99997029   +0 07 20.6
 JA1884;SPC IN W     - 1,177,447.24  3,009,054.28   sFT  0.99997029   +0 07 20.6
 JA1884;UTM  16      - 4,259,175.815   509,886.868   MT  0.99960120   +0 04 13.9
 JA1884
 JA1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1884!SPC IN W     -   0.99997642  x   0.99997029  =   0.99994671
 JA1884!UTM  16      -   0.99997642  x   0.99960120  =   0.99957763
 JA1884
 JA1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0988659175(NAD 83)
 JA1884
 JA1884                          SUPERSEDED SURVEY CONTROL
 JA1884
 JA1884  NAD 83(1993)-  38 28 51.10487(N)    086 53 11.92691(W) AD(       ) 3
 JA1884  NAD 83(1986)-  38 28 51.10615(N)    086 53 11.92743(W) AD(       ) 3
 JA1884  NAD 27      -  38 28 50.91700(N)    086 53 11.93400(W) AD(       ) 3
 JA1884
 JA1884.Superseded values are not recommended for survey control.
 JA1884
 JA1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1884.See file dsdata.pdf to determine how the superseded data were derived.
 JA1884
 JA1884_MARKER: DZ = AZIMUTH MARK DISK
 JA1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1884_STAMPING: LOTTES 1946
 JA1884_MARK LOGO: CGS
 JA1884_PROJECTION: FLUSH
 JA1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1884+STABILITY: SURFACE MOTION
 JA1884
 JA1884  HISTORY     - Date     Condition        Report By
 JA1884  HISTORY     - 1946     MONUMENTED       CGS
 JA1884
 JA1884                          STATION DESCRIPTION
 JA1884
 JA1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1884'THIS STATION IS LOCATED 1.6 MILES EAST OF THE JUNCTION OF STATE
 JA1884'HIGHWAYS 45 AND 56 IN
 JA1884'HAYSVILLE, BY WAY OF STATE HIGHWAY 56.  THE MARK IS IN
 JA1884'THE BACK YARD OF A SMALL WHITE
 JA1884'SCHOOLHOUSE, 66 FEET SOUTH OF A
 JA1884'24-INCH OAK TREE, 52 FEET WEST-SOUTHWEST OF THE
 JA1884'SCHOOLHOUSE, AND 27
 JA1884'FEET EAST OF A DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1884'THE DISK IS
 JA1884'STAMPED LOTTES 1946.
 JA1884'
 JA1884'STATION LOTTES IS THE AZIMUTH MARK FOR THIS STATION, AND IS LOCATED
 JA1884'ABOUT 0.5 MILE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2355 ***********************************************************************
 HZ2355  DESIGNATION -  LOUISVILLE INDIANAP AWY BN 3
 HZ2355  PID         -  HZ2355
 HZ2355  STATE/COUNTY-  IN/JACKSON
 HZ2355  COUNTRY     -  US
 HZ2355  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ2355
 HZ2355                         *CURRENT SURVEY CONTROL
 HZ2355  ______________________________________________________________________
 HZ2355* NAD 83(1997) POSITION- 38 45 51.42371(N) 085 52 09.96602(W)   ADJUSTED
 HZ2355  ______________________________________________________________________
 HZ2355  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 HZ2355  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 HZ2355  HORZ ORDER      -  THIRD
 HZ2355
 HZ2355.The horizontal coordinates were established by classical geodetic methods
 HZ2355.and adjusted by the National Geodetic Survey in May 1999.
 HZ2355
 HZ2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2355.GEOID18 height accuracy estimate available here.
 HZ2355
 HZ2355.Click photographs - Photos may exist for this station.
 HZ2355
 HZ2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2355
 HZ2355. The following values were computed from the NAD 83(1997) position.
 HZ2355
 HZ2355;                    North         East     Units Scale Factor Converg.
 HZ2355;SPC IN E     -   390,349.134    82,377.357   MT  0.99997049   -0 07 37.0
 HZ2355;SPC IN E     - 1,280,670.45    270,266.38   sFT  0.99997049   -0 07 37.0
 HZ2355;UTM  16      - 4,291,226.292   598,222.985   MT  0.99971880   +0 42 28.5
 HZ2355
 HZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9822291226(NAD 83)
 HZ2355
 HZ2355                          SUPERSEDED SURVEY CONTROL
 HZ2355
 HZ2355  NAD 83(1993)-  38 45 51.42655(N)    085 52 09.96463(W) AD(       ) 3
 HZ2355  NAD 83(1986)-  38 45 51.42695(N)    085 52 09.96910(W) AD(       ) 3
 HZ2355  NAD 27      -  38 45 51.22300(N)    085 52 10.06600(W) AD(       ) 3
 HZ2355
 HZ2355.Superseded values are not recommended for survey control.
 HZ2355
 HZ2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2355.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2355
 HZ2355_MARKER: 22 = AIRWAY BEACON
 HZ2355
 HZ2355  HISTORY     - Date     Condition        Report By
 HZ2355  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2355
 HZ2355                          STATION DESCRIPTION
 HZ2355
 HZ2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2355'THIS IS AN INTERSECTION STATION.
 HZ2355'
 HZ2355'THE POINT INTERSECTED WAS THE LIGHT ON THE BEACON, LOCATED ABOUT 3
 HZ2355'MI.  WEST-NORTHWEST OF AUSTIN ON PROPERTY OWNED BY MR. MAES
 HZ2355'DENSFORD. THE BEACON IS PAINTED ALTERNATELY RED AND WHITE, AND IS
 HZ2355'ABOUT 65 FEET HIGH.
 HZ2355'
 HZ2355'TO REACH THE BEACON FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 HZ2355'ROUTE 256 IN AUSTIN, TURN WEST ON ROUTE 256 AND GO 4.3 MILES TO
 HZ2355'A CROSS ROAD, TURN RIGHT HERE AND GO 2.3 MILES TO THE BEACON ON THE
 HZ2355'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1848 ***********************************************************************
 JA1848  DESIGNATION -  LOW
 JA1848  PID         -  JA1848
 JA1848  STATE/COUNTY-  IN/DUBOIS
 JA1848  COUNTRY     -  US
 JA1848  USGS QUAD   -  DALE (2019)
 JA1848
 JA1848                         *CURRENT SURVEY CONTROL
 JA1848  ______________________________________________________________________
 JA1848* NAD 83(1997) POSITION- 38 14 50.38274(N) 086 59 54.91314(W)   ADJUSTED
 JA1848* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 JA1848  ______________________________________________________________________
 JA1848  GEOID HEIGHT    -        -32.089 (meters)                     GEOID18
 JA1848  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 JA1848  HORZ ORDER      -  SECOND
 JA1848
 JA1848.The horizontal coordinates were established by classical geodetic methods
 JA1848.and adjusted by the National Geodetic Survey in May 1999.
 JA1848
 JA1848.The orthometric height was scaled from a topographic map.
 JA1848
 JA1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1848.GEOID18 height accuracy estimate available here.
 JA1848
 JA1848.Click photographs - Photos may exist for this station.
 JA1848
 JA1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1848
 JA1848. The following values were computed from the NAD 83(1997) position.
 JA1848
 JA1848;                    North         East     Units Scale Factor Converg.
 JA1848;SPC IN W     -   332,949.683   907,418.165   MT  0.99996734   +0 03 08.9
 JA1848;SPC IN W     - 1,092,352.42  2,977,087.76   sFT  0.99996734   +0 03 08.9
 JA1848;UTM  16      - 4,233,257.215   500,123.641   MT  0.99960000   +0 00 03.1
 JA1848
 JA1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1848!SPC IN W     -   0.99997963  x   0.99996734  =   0.99994697
 JA1848!UTM  16      -   0.99997963  x   0.99960000  =   0.99957964
 JA1848
 JA1848:                Primary Azimuth Mark                     Grid Az
 JA1848:SPC IN W     -  LOW AZ MK                                090 52 01.0
 JA1848:UTM  16      -  LOW AZ MK                                090 55 06.8
 JA1848
 JA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0012333257(NAD 83)
 JA1848
 JA1848|---------------------------------------------------------------------|
 JA1848| PID    Reference Object                     Distance      Geod. Az  |
 JA1848|                                                           dddmmss.s |
 JA1848| JA1846 97 CH                                29.686 METERS 07535     |
 JA1848| CG8851 LOW AZ MK                                          0905509.9 |
 JA1848| JA1853 DALE MUNICIPAL TANK                 APPROX. 9.0 KM 1744058.6 |
 JA1848| CG8852 LOW RM 2                             21.884 METERS 35538     |
 JA1848|---------------------------------------------------------------------|
 JA1848
 JA1848                          SUPERSEDED SURVEY CONTROL
 JA1848
 JA1848  NAD 83(1993)-  38 14 50.38633(N)    086 59 54.91542(W) AD(       ) 2
 JA1848  NAD 83(1986)-  38 14 50.39037(N)    086 59 54.91607(W) AD(       ) 2
 JA1848  NAD 27      -  38 14 50.19900(N)    086 59 54.92500(W) AD(       ) 2
 JA1848
 JA1848.Superseded values are not recommended for survey control.
 JA1848
 JA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1848.See file dsdata.pdf to determine how the superseded data were derived.
 JA1848
 JA1848_MARKER: DS = TRIANGULATION STATION DISK
 JA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1848_STAMPING: LOW 1946
 JA1848_MARK LOGO: CGS
 JA1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1848+STABILITY: SURFACE MOTION
 JA1848
 JA1848  HISTORY     - Date     Condition        Report By
 JA1848  HISTORY     - 1946     MONUMENTED       CGS
 JA1848
 JA1848                          STATION DESCRIPTION
 JA1848
 JA1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1848'THE STATION IS 5.5 MILES NORTH OF DALE, 4 MILES SOUTHWEST FROM
 JA1848'HUNTINGBURG, 131 FEET WEST OF A T-ROAD INTERSECTION, AND 36 FEET SOUTH
 JA1848'OF AN OLD WASHOUT ROAD, AND 7.8 FEET NORTHEAST OF A WHITE WITNESS
 JA1848'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LOW 1946.
 JA1848'
 JA1848'REFERENCE MARK NO 1 (USGS 97 CH BM 1941) IS 97.40 FEET EAST OF THE
 JA1848'STATION, 47 FEET NORTHWEST OF THE T-INTERSECTION, 16 FEET SOUTH OF A
 JA1848'TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1848'USGS BM 97 CH 1941.
 JA1848'
 JA1848'REFERENCE MARK NO 2 IS 70.18 FEET NORTHWEST OF THE STATION, 4 FEET
 JA1848'SOUTH OF A SOUTH EDGE OF A CLOVER FIELD.  THE MARK PROJECTS 6 INCHES
 JA1848'AND THE DISK IS STAMPED LOW NO 2 1946.
 JA1848'
 JA1848'THE AZIMUTH IS 1 MILE EAST OF THE STATION, 28.6 FEET SOUTH OF GRAVEL
 JA1848'ROAD, 1.5 FEET WEST OF A WHITE WITNESS POST, 2.9 FEET WEST-SOUTHWEST
 JA1848'OF A TELEPHONE POLE AND 13.2 FEET WEST OF AN 18-INCH COTTONWOOD TREE.
 JA1848'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOW 1946.
 JA1848'
 JA1848'TO REACH FROM THE JUNCTION OF THE MAIN STREET IN HUNTINGBURG AND STATE
 JA1848'HIGHWAY 45, GO SOUTH ON STATE HIGHWAY 45 FOR 3.5 MILES TO A CROSSROAD,
 JA1848'TURN RIGHT OFF STATE HIGHWAY 45, AND GO WEST FOR 1.8 MILES TO A
 JA1848'T-INTERSECTION AND THE STATION.
 JA1848'
 JA1848'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON THE GRAVEL ROAD FOR
 JA1848'1 MILE TO THE AZIMUTH ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5383 ***********************************************************************
 DM5383  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5383  DESIGNATION -  LOWELL CORS ARP
 DM5383  CORS_ID     -  INLW
 DM5383  PID         -  DM5383
 DM5383  STATE/COUNTY-  IN/LAKE
 DM5383  COUNTRY     -  US
 DM5383  USGS QUAD   -  LEROY (2019)
 DM5383
 DM5383                         *CURRENT SURVEY CONTROL
 DM5383  ______________________________________________________________________
 DM5383* NAD 83(2011) POSITION- 41 17 24.48389(N) 087 18 57.45891(W)   ADJUSTED
 DM5383* NAD 83(2011) ELLIP HT-   181.982 (meters)        (04/??/25)   ADJUSTED
 DM5383* NAD 83(2011) EPOCH   -  2010.00
 DM5383  ______________________________________________________________________
 DM5383  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 DM5383  NAD 83(2011) X  -    224,753.167 (meters)                     COMP
 DM5383  NAD 83(2011) Y  - -4,794,261.869 (meters)                     COMP
 DM5383  NAD 83(2011) Z  -  4,186,807.439 (meters)                     COMP
 DM5383
 DM5383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5383  Standards:
 DM5383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5383  -------------------------------------------------------------------
 DM5383  NETWORK    0.09   0.13           0.04   0.02   0.07     -0.31309600
 DM5383  -------------------------------------------------------------------
 DM5383
 DM5383.The coordinates were established by GPS observations
 DM5383.and adjusted by the National Geodetic Survey in April 2025.
 DM5383
 DM5383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5383.been affixed to the stable North American Tectonic Plate. 
 DM5383
 DM5383.The coordinates are valid at the epoch date displayed above
 DM5383.which is a decimal equivalence of Year/Month/Day.
 DM5383
 DM5383.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5383.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5383.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5383.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5383.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5383.published epoch of 2010.00.
 DM5383
 DM5383.Additional information on MYCS is available at:
 DM5383.https://geodesy.noaa.gov/CORS/index.shtml
 DM5383
 DM5383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5383.GEOID18 height accuracy estimate available here.
 DM5383
 DM5383.The PID for the CORS L1 Phase Center is DS2888.
 DM5383
 DM5383.Click photographs - Photos may exist for this station.
 DM5383
 DM5383.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5383
 DM5383.The ellipsoidal height was determined by GPS observations
 DM5383.and is referenced to NAD 83.
 DM5383
 DM5383. The following values were computed from the NAD 83(2011) position.
 DM5383
 DM5383;                    North         East     Units Scale Factor Converg.
 DM5383;SPC IN W     -   670,804.599   880,514.564   MT  0.99997134   -0 09 12.6
 DM5383;SPC IN W     - 2,200,798.09  2,888,821.53   sFT  0.99997134   -0 09 12.6
 DM5383;UTM  16      - 4,571,013.683   473,544.060   MT  0.99960861   -0 12 30.6
 DM5383
 DM5383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5383!SPC IN W     -   0.99997146  x   0.99997134  =   0.99994280
 DM5383!UTM  16      -   0.99997146  x   0.99960861  =   0.99958008
 DM5383
 DM5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7354471013(NAD 83)
 DM5383
 DM5383                          SUPERSEDED SURVEY CONTROL
 DM5383
 DM5383  NAD 83(2011)-  41 17 24.48402(N)    087 18 57.45893(W) AD(2010.00) c
 DM5383  ELLIP H (06/??/19)  181.982  (m)                       GP(2010.00) c c
 DM5383  NAD 83(2011)-  41 17 24.48405(N)    087 18 57.45890(W) AD(2010.00) c
 DM5383  ELLIP H (08/??/11)  181.973  (m)                       GP(2010.00) c c
 DM5383  NAD 83(CORS)-  41 17 24.48443(N)    087 18 57.45981(W) AD(2002.00) c
 DM5383  ELLIP H (02/??/11)  181.953  (m)                       GP(2002.00) c c
 DM5383
 DM5383.Superseded values are not recommended for survey control.
 DM5383
 DM5383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5383.See file dsdata.pdf to determine how the superseded data were derived.
 DM5383
 DM5383_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5383
 DM5383                          STATION DESCRIPTION
 DM5383
 DM5383'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5383'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5383'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5383'AND LOG FILES ACCESSIBLE AT:
 DM5383'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1270 ***********************************************************************
 ME1270  DESIGNATION -  LOWELL RM 1
 ME1270  PID         -  ME1270
 ME1270  STATE/COUNTY-  IN/LAKE
 ME1270  COUNTRY     -  US
 ME1270  USGS QUAD   -  LOWELL (2019)
 ME1270
 ME1270                         *CURRENT SURVEY CONTROL
 ME1270  ______________________________________________________________________
 ME1270* NAD 83(1986) POSITION- 41 17 22.93   (N) 087 23 17.35   (W)   HD_HELD1
 ME1270* NAVD 88 ORTHO HEIGHT -   210.84  (meters)      691.7   (feet) RESET
 ME1270  ______________________________________________________________________
 ME1270  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 ME1270  VERT ORDER      -  THIRD
 ME1270
 ME1270.The horizontal coordinates were determined by differentially corrected
 ME1270.hand held GPS observations or other comparable positioning techniques
 ME1270.and have an estimated accuracy of +/- 3 meters.
 ME1270
 ME1270.The orthometric height was computed from unverified reset data.
 ME1270
 ME1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1270.GEOID18 height accuracy estimate available here.
 ME1270
 ME1270.Click photographs - Photos may exist for this station.
 ME1270
 ME1270;                    North         East    Units  Estimated Accuracy
 ME1270;SPC IN W     -   670,775.4     874,467.4     MT  (+/- 3 meters HH1 GPS) 
 ME1270
 ME1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6749970990(NAD 83)
 ME1270
 ME1270                          SUPERSEDED SURVEY CONTROL
 ME1270
 ME1270  NGVD 29 (??/??/??)  210.92   (m)          692.0    (f) RESET       3  
 ME1270
 ME1270.Superseded values are not recommended for survey control.
 ME1270
 ME1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1270.See file dsdata.pdf to determine how the superseded data were derived.
 ME1270
 ME1270_MARKER: DR = REFERENCE MARK DISK
 ME1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1270_STAMPING: LOWELL NO 1 1952
 ME1270_MARK LOGO: CGS
 ME1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1270+STABILITY: SURFACE MOTION
 ME1270
 ME1270  HISTORY     - Date     Condition        Report By
 ME1270  HISTORY     - 1952     MONUMENTED       CGS
 ME1270  HISTORY     - 1972     GOOD             NGS
 ME1270  HISTORY     - 20210429 MARK NOT FOUND   IN-089
 ME1270
 ME1270                          STATION DESCRIPTION
 ME1270
 ME1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ME1270'1.5 MI E FROM LOWELL.
 ME1270'0.2 MILE EAST ALONG STATE HIGHWAY 2 FROM THE LOWELL HIGH SCHOOL
 ME1270'AT THE EAST EDGE OF LOWELL, 30 FEET SOUTH OF THE CENTERLINE OF
 ME1270'THE HIGHWAY, 48 FEET WEST OF A METAL WITNESS POST, 231 FEET
 ME1270'SOUTHEAST OF A CONCRETE HEADWALL, SET IN THE TOP OF A SQUARE
 ME1270'CONCRETE POST PROJECTING 4 INCHES.
 ME1270
 ME1270                          STATION RECOVERY (2021)
 ME1270
 ME1270'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1270'NO MARK FOUND AT CALCULATED COORDINATES FOR LOWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1268 ***********************************************************************
 ME1268  DESIGNATION -  LOWELL RM 2
 ME1268  PID         -  ME1268
 ME1268  STATE/COUNTY-  IN/LAKE
 ME1268  COUNTRY     -  US
 ME1268  USGS QUAD   -  LOWELL (2019)
 ME1268
 ME1268                         *CURRENT SURVEY CONTROL
 ME1268  ______________________________________________________________________
 ME1268* NAD 83(1986) POSITION- 41 17 23.50   (N) 087 23 16.69   (W)   HD_HELD1
 ME1268* NAVD 88 ORTHO HEIGHT -   211.22  (meters)      693.0   (feet) RESET
 ME1268  ______________________________________________________________________
 ME1268  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 ME1268  VERT ORDER      -  THIRD
 ME1268
 ME1268.The horizontal coordinates were determined by differentially corrected
 ME1268.hand held GPS observations or other comparable positioning techniques
 ME1268.and have an estimated accuracy of +/- 3 meters.
 ME1268
 ME1268.The orthometric height was computed from unverified reset data.
 ME1268
 ME1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1268.GEOID18 height accuracy estimate available here.
 ME1268
 ME1268.Click photographs - Photos may exist for this station.
 ME1268
 ME1268;                    North         East    Units  Estimated Accuracy
 ME1268;SPC IN W     -   670,792.9     874,482.8     MT  (+/- 3 meters HH1 GPS) 
 ME1268
 ME1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6751471007(NAD 83)
 ME1268
 ME1268                          SUPERSEDED SURVEY CONTROL
 ME1268
 ME1268  NGVD 29 (??/??/??)  211.31   (m)          693.3    (f) RESET       3  
 ME1268
 ME1268.Superseded values are not recommended for survey control.
 ME1268
 ME1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1268.See file dsdata.pdf to determine how the superseded data were derived.
 ME1268
 ME1268_MARKER: DR = REFERENCE MARK DISK
 ME1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1268_STAMPING: LOWELL NO 2 1952
 ME1268_MARK LOGO: CGS
 ME1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1268+STABILITY: SURFACE MOTION
 ME1268
 ME1268  HISTORY     - Date     Condition        Report By
 ME1268  HISTORY     - 1952     MONUMENTED       CGS
 ME1268  HISTORY     - 1972     GOOD             NGS
 ME1268  HISTORY     - 20210429 MARK NOT FOUND   IN-089
 ME1268
 ME1268                          STATION DESCRIPTION
 ME1268
 ME1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ME1268'1.5 MI E FROM LOWELL.
 ME1268'0.2 MILE EAST ALONG STATE HIGHWAY 2 FROM THE LOWELL HIGH SCHOOL
 ME1268'AT THE EAST EDGE OF LOWELL, 53 FEET EAST OF A POWER POLE, 30
 ME1268'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A
 ME1268'FENCE, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 ME1268'INCHES.
 ME1268
 ME1268                          STATION RECOVERY (2021)
 ME1268
 ME1268'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1268'NO MARK FOUND AT CALCULATED COORDINATES FOR REFERENCE MARK 2 AT
 ME1268'LOWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2448 ***********************************************************************
 LB2448  DESIGNATION -  LUCERNE
 LB2448  PID         -  LB2448
 LB2448  STATE/COUNTY-  IN/CASS
 LB2448  COUNTRY     -  US
 LB2448  USGS QUAD   -  GRASS CREEK (2019)
 LB2448
 LB2448                         *CURRENT SURVEY CONTROL
 LB2448  ______________________________________________________________________
 LB2448* NAD 83(1997) POSITION- 40 52 34.26862(N) 086 24 12.51773(W)   ADJUSTED
 LB2448* NAVD 88 ORTHO HEIGHT -   241.64  (+/-2cm)      792.8   (feet) VERTCON3
 LB2448  ______________________________________________________________________
 LB2448  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 LB2448  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 LB2448  HORZ ORDER      -  SECOND
 LB2448  VERT ORDER      -  THIRD ? (See Below)
 LB2448
 LB2448.The horizontal coordinates were established by classical geodetic methods
 LB2448.and adjusted by the National Geodetic Survey in May 1999.
 LB2448
 LB2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2448
 LB2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2448.GEOID18 height accuracy estimate available here.
 LB2448
 LB2448.The vertical order pertains to the NGVD 29 superseded value.
 LB2448
 LB2448.Click photographs - Photos may exist for this station.
 LB2448
 LB2448.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2448
 LB2448. The following values were computed from the NAD 83(1997) position.
 LB2448
 LB2448;                    North         East     Units Scale Factor Converg.
 LB2448;SPC IN E     -   625,070.086    37,894.274   MT  1.00001412   -0 28 55.9
 LB2448;SPC IN E     - 2,050,750.77    124,324.80   sFT  1.00001412   -0 28 55.9
 LB2448;SPC IN W     -   625,031.243   957,305.016   MT  1.00000707   +0 26 41.7
 LB2448;SPC IN W     - 2,050,623.34  3,140,758.21   sFT  1.00000707   +0 26 41.7
 LB2448;UTM  16      - 4,525,183.884   550,262.381   MT  0.99963109   +0 23 25.4
 LB2448
 LB2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2448!SPC IN E     -   0.99996740  x   1.00001412  =   0.99998152
 LB2448!SPC IN W     -   0.99996740  x   1.00000707  =   0.99997447
 LB2448!UTM  16      -   0.99996740  x   0.99963109  =   0.99959851
 LB2448
 LB2448:                Primary Azimuth Mark                     Grid Az
 LB2448:SPC IN E     -  MONROE                                   180 12 14.9
 LB2448:SPC IN W     -  MONROE                                   179 16 37.3
 LB2448:UTM  16      -  MONROE                                   179 19 53.6
 LB2448
 LB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5026225183(NAD 83)
 LB2448
 LB2448|---------------------------------------------------------------------|
 LB2448| PID    Reference Object                     Distance      Geod. Az  |
 LB2448|                                                           dddmmss.s |
 LB2448| CC8837 LUCERNE RM                           17.080 METERS 00823     |
 LB2448| LB2435 MONROE                              APPROX. 2.2 KM 1794319.0 |
 LB2448|---------------------------------------------------------------------|
 LB2448
 LB2448                          SUPERSEDED SURVEY CONTROL
 LB2448
 LB2448  NAD 83(1986)-  40 52 34.27464(N)    086 24 12.52762(W) AD(       ) 2
 LB2448  NAD 27      -  40 52 34.12190(N)    086 24 12.51770(W) AD(       ) 2
 LB2448  USSD        -  40 52 34.14400(N)    086 24 12.37800(W) AD(       ) 3
 LB2448  NGVD 29             241.75   (m)          793.1    (f) LEVELING    3  
 LB2448
 LB2448.Superseded values are not recommended for survey control.
 LB2448
 LB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2448.See file dsdata.pdf to determine how the superseded data were derived.
 LB2448
 LB2448_MARKER: DS = TRIANGULATION STATION DISK
 LB2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2448_STAMPING: LUCERNE 1920
 LB2448_MARK LOGO: CGS
 LB2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2448+STABILITY: SURFACE MOTION
 LB2448
 LB2448  HISTORY     - Date     Condition        Report By
 LB2448  HISTORY     - 1920     MONUMENTED       CGS
 LB2448
 LB2448                          STATION DESCRIPTION
 LB2448
 LB2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2448'ABOUT THREE-FOURTHS MILE N OF LUCERNE, ON THE E SIDE OF THE TRACK, 80
 LB2448'YARDS S OF MILEPOST T. H. 125, 50 YARDS N OF THE S END OF THE FIRST
 LB2448'CUT N OF LUCERNE, 6.235 METERS (20.46 FEET) E OF THE E AND NEAREST
 LB2448'RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 LB2448'TABLETS SET IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE
 LB2448'SAME SIDE OF THE TRACK, 17.08 METERS (56.04 FEET) FROM THE STATION
 LB2448'N 08 DEG 23 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2399 ***********************************************************************
 LA2399  DESIGNATION -  LUCKY
 LA2399  PID         -  LA2399
 LA2399  STATE/COUNTY-  IN/ADAMS
 LA2399  COUNTRY     -  US
 LA2399  USGS QUAD   -  WREN (2016)
 LA2399
 LA2399                         *CURRENT SURVEY CONTROL
 LA2399  ______________________________________________________________________
 LA2399* NAD 83(1997) POSITION- 40 50 51.87187(N) 084 51 43.17118(W)   ADJUSTED
 LA2399* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2399  ______________________________________________________________________
 LA2399  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 LA2399  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LA2399  HORZ ORDER      -  SECOND
 LA2399
 LA2399.The horizontal coordinates were established by classical geodetic methods
 LA2399.and adjusted by the National Geodetic Survey in May 1999.
 LA2399
 LA2399.The orthometric height was scaled from a topographic map.
 LA2399
 LA2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2399.GEOID18 height accuracy estimate available here.
 LA2399
 LA2399.Click photographs - Photos may exist for this station.
 LA2399
 LA2399.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2399
 LA2399. The following values were computed from the NAD 83(1997) position.
 LA2399
 LA2399;                    North         East     Units Scale Factor Converg.
 LA2399;SPC IN E     -   621,961.816   167,855.072   MT  1.00002332   +0 31 34.7
 LA2399;SPC IN E     - 2,040,553.06    550,704.52   sFT  1.00002332   +0 31 34.7
 LA2399;SPC OH N     -   133,850.336   400,851.769   MT  0.99994647   -1 33 06.2
 LA2399;SPC OH N     -   439,140.64  1,315,127.85   sFT  0.99994647   -1 33 06.2
 LA2399;UTM  16      - 4,524,055.119   680,229.014   MT  0.99999981   +1 23 55.5
 LA2399
 LA2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2399!SPC IN E     -   0.99996479  x   1.00002332  =   0.99998811
 LA2399!SPC OH N     -   0.99996479  x   0.99994647  =   0.99991126
 LA2399!UTM  16      -   0.99996479  x   0.99999981  =   0.99996460
 LA2399
 LA2399:                Primary Azimuth Mark                     Grid Az
 LA2399:SPC IN E     -  LUCKY AZ MK                              176 47 38.5
 LA2399:SPC OH N     -  LUCKY AZ MK                              178 52 19.4
 LA2399:UTM  16      -  LUCKY AZ MK                              175 55 17.7
 LA2399
 LA2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8022924055(NAD 83)
 LA2399
 LA2399|---------------------------------------------------------------------|
 LA2399| PID    Reference Object                     Distance      Geod. Az  |
 LA2399|                                                           dddmmss.s |
 LA2399| CF3087 LUCKY RM 1                           29.329 METERS 02018     |
 LA2399| CF3086 LUCKY AZ MK                                        1771913.2 |
 LA2399| LA2403 DECATUR CO COURTHOUSE CUPOLA        APPROX. 5.6 KM 2491328.2 |
 LA2399| LA2409 DECATUR GE CO WATER TANK            APPROX. 6.1 KM 2545200.1 |
 LA2399| LA2406 DECATUR MC MILLEN MILLS W ELEV      APPROX. 6.1 KM 2665122.6 |
 LA2399| CF3088 LUCKY RM 2                           29.767 METERS 29152     |
 LA2399|---------------------------------------------------------------------|
 LA2399
 LA2399                          SUPERSEDED SURVEY CONTROL
 LA2399
 LA2399  NAD 83(1995)-  40 50 51.87162(N)    084 51 43.17150(W) AD(       ) 2
 LA2399  NAD 83(1986)-  40 50 51.87410(N)    084 51 43.18689(W) AD(       ) 2
 LA2399  NAD 27      -  40 50 51.69920(N)    084 51 43.31350(W) AD(       ) 2
 LA2399
 LA2399.Superseded values are not recommended for survey control.
 LA2399
 LA2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2399.See file dsdata.pdf to determine how the superseded data were derived.
 LA2399
 LA2399_MARKER: DS = TRIANGULATION STATION DISK
 LA2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2399_STAMPING: LUCKY 1955
 LA2399_MARK LOGO: CGS
 LA2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2399+STABILITY: SURFACE MOTION
 LA2399
 LA2399  HISTORY     - Date     Condition        Report By
 LA2399  HISTORY     - 1955     MONUMENTED       CGS
 LA2399  HISTORY     - 1963     GOOD             CGS
 LA2399  HISTORY     - 1974     GOOD             BRADY
 LA2399
 LA2399                          STATION DESCRIPTION
 LA2399
 LA2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2399'THE STATION IS LOCATED 7 MILES EAST-NORTHEAST OF MONROEVILLE, 3 MILES
 LA2399'WEST OF THE OHIO-INDIANA STATE LINE, 3 MILES EAST-NORTHEAST OF
 LA2399'DECATUR, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LUCKY
 LA2399'SCHOOL, 72 FEET WEST OF THE CENTER OF STATE HIGHWAY 101, 45 FEET
 LA2399'SOUTHWEST OF A TELEPHONE POLE, 3.5 FEET WEST OF A WHITE 4 INCH X 4
 LA2399'INCH WITNESS POST, AND ON LAND OF THE LUCKY SCHOOL GROUND.
 LA2399'
 LA2399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 224 IN
 LA2399'DECATUR, GO EAST ON U.S.  HIGHWAY 224 FOR 3.6 MILES TO THE JUNCTION OF
 LA2399'STATE HIGHWAY 101 AND THE AZIMUTH MARK IN THE NORTHEAST CORNER OF THE
 LA2399'INTERSECTION AS DESCRIBED BELOW, TURN LEFT (NORTH) AND FOLLOW STATE
 LA2399'HIGHWAY 101 FOR 0.4 MILE TO THE SCHOOL ON THE LEFT AND THE STATION AS
 LA2399'DESCRIBED.
 LA2399'
 LA2399'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED LUCKY
 LA2399'1955.
 LA2399'
 LA2399'REFERENCE MARK 1 IS 44 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND
 LA2399'37 FEET WEST OF THE CENTER OF STATE HIGHWAY 101.  THE MARK IS FLUSH
 LA2399'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED LUCKY NO 1
 LA2399'1955.
 LA2399'
 LA2399'REFERENCE MARK 2 IS 25 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2399'THE SCHOOL.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2399'DISK IS STAMPED LUCKY NO 2 1955.
 LA2399'
 LA2399'THE AZIMUTH MARK IS 61 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 224,
 LA2399'37 FEET EAST OF THE CENTER OF STATE HIGHWAY 101, 2.5 FEET
 LA2399'EAST-NORTHEAST OF A WHITE 4 INCH X 4 INCH WITNESS POST AND 1 FOOT
 LA2399'NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 LA2399'IS STAMPED LUCKY 1955.
 LA2399'
 LA2399'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2399
 LA2399                          STATION RECOVERY (1963)
 LA2399
 LA2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2399'RECOVERED ALL MARKS IN GOOD CONDITION AND ESSENTIALLY AS ORIGINALLY
 LA2399'DESCRIBED EXCEPT THAT THE STATION IS ABOUT 9 MILES S OF MONROEVILLE
 LA2399'INSTEAD OF THE GIVEN DIRECTION.
 LA2399'
 LA2399'ABOUT 4.4 MILES E ALONG NO. 224 U. S. HWY. FROM ITS SLY ONE OF TWO
 LA2399'JUNCTIONS WITH NO. 27 U. S. HWY. IN THE WESTERN PART OF DECATUR TO A
 LA2399'CROSSROADS AND THE AZIMUTH MARK IN NE ANGLE THEREOF, THENCE 0.5 MILE N
 LA2399'ALONG NO. 101 INDIANA HWY. TO CROSSROADS AND THE STATION ON THE LEFT,
 LA2399'133 FEET S OF CENTER LINE OF GRAVEL ROAD, 72-1/2 FEET W OF CENTER LINE
 LA2399'OF 20-FOOT ASPHALT PAVEMENT OF NO. 101 HWY., 73-1/2 FEET SE OF SE
 LA2399'CORNER OF LUCKY SCHOOL OR UNION TOWNSHIP DISTRICT 8 BRICK SCHOOL
 LA2399'BUILDING, 48 FEET SW OF CREOSOTED POWER POLE, STANDARD DISKS STAMPED
 LA2399'LUCKY 1955 ARE SET IN MARKS WITH THE UPPER ONE PROJECTING 0.6 FOOT
 LA2399'ABOVE GROUND.
 LA2399'
 LA2399'REFERENCE STAMPED LUCKY NO 1 1955, FLUSH, IS 96.23 FEET OR 29.331
 LA2399'METERS WNW OF STATION, 43 FEET S OF CENTER OF ROAD, 39 FEET W OF
 LA2399'CENTER LINE OF HWY., LEVEL WITH SAME.
 LA2399'
 LA2399'REFERENCE STAMPED LUCKY NO 2 1955, FLUSH, IS 97.69 FEET OR 29.776
 LA2399'METERS NNE OF STATION, 27 FEET SSW OF SW CORNER OF THE SCHOOL
 LA2399'BUILDING, AND 13 FEET W OF PROJECTED PLANE OF W WALL OF SAME.
 LA2399'
 LA2399'AZIMUTH MARK STAMPED LUCKY 1955, FLUSH, IS ABOUT 0.5 MILE S OF
 LA2399'STATION, 60 FEET N OF CENTER LINE OF NO. 224 U. S. HWY., 39 FEET E OF
 LA2399'CENTER LINE OF NO. 101 HWY., 1.2 FEET HIGHER THAN SAME.
 LA2399
 LA2399                          STATION RECOVERY (1974)
 LA2399
 LA2399'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 LA2399'LUCKY 1955 RECOVERED GOOD.  NO WITNESS POST.  LUCKY 1955 (AZIM)
 LA2399'RECOVERED GOOD.  NO WITNESS POST.  LUCKY NO 1 1955 RECOVERED GOOD.  NO
 LA2399'WITNESS POST.  LUCKY NO 2 1955 RECOVERED GOOD.  NO WITNESS POST.  NOT
 LA2399'ON NGS LEVELS.
 LA2399'
 LA2399'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES ENE OF DECATUR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2192 ***********************************************************************
 LA2192  DESIGNATION -  LUGAR
 LA2192  PID         -  LA2192
 LA2192  STATE/COUNTY-  IN/GRANT
 LA2192  COUNTRY     -  US
 LA2192  USGS QUAD   -  VAN BUREN (2019)
 LA2192
 LA2192                         *CURRENT SURVEY CONTROL
 LA2192  ______________________________________________________________________
 LA2192* NAD 83(1997) POSITION- 40 33 12.30216(N) 085 31 26.13484(W)   ADJUSTED
 LA2192* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2192  ______________________________________________________________________
 LA2192  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA2192  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 LA2192  HORZ ORDER      -  THIRD
 LA2192
 LA2192.The horizontal coordinates were established by classical geodetic methods
 LA2192.and adjusted by the National Geodetic Survey in May 1999.
 LA2192
 LA2192.The orthometric height was scaled from a topographic map.
 LA2192
 LA2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2192.GEOID18 height accuracy estimate available here.
 LA2192
 LA2192.Click photographs - Photos may exist for this station.
 LA2192
 LA2192.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2192
 LA2192. The following values were computed from the NAD 83(1997) position.
 LA2192
 LA2192;                    North         East     Units Scale Factor Converg.
 LA2192;SPC IN E     -   588,976.809   112,089.774   MT  0.99996847   +0 05 34.1
 LA2192;SPC IN E     - 1,932,334.75    367,747.87   sFT  0.99996847   +0 05 34.1
 LA2192;UTM  16      - 4,490,230.842   624,976.321   MT  0.99979226   +0 57 35.3
 LA2192
 LA2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2192!SPC IN E     -   0.99996414  x   0.99996847  =   0.99993261
 LA2192!UTM  16      -   0.99996414  x   0.99979226  =   0.99975640
 LA2192
 LA2192:                Primary Azimuth Mark                     Grid Az
 LA2192:SPC IN E     -  LUGAR AZ MK                              264 58 34.0
 LA2192:UTM  16      -  LUGAR AZ MK                              264 06 32.8
 LA2192
 LA2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2497690230(NAD 83)
 LA2192
 LA2192|---------------------------------------------------------------------|
 LA2192| PID    Reference Object                     Distance      Geod. Az  |
 LA2192|                                                           dddmmss.s |
 LA2192| CC8839 LUGAR RM 1                           41.395 METERS 02526     |
 LA2192| CC8840 LUGAR RM 2                           28.121 METERS 11054     |
 LA2192| CC8838 LUGAR AZ MK                                        2650408.1 |
 LA2192|---------------------------------------------------------------------|
 LA2192
 LA2192                          SUPERSEDED SURVEY CONTROL
 LA2192
 LA2192  NAD 83(1995)-  40 33 12.30502(N)    085 31 26.14758(W) AD(       ) 3
 LA2192  NAD 83(1986)-  40 33 12.30533(N)    085 31 26.14914(W) AD(       ) 3
 LA2192  NAD 27      -  40 33 12.15420(N)    085 31 26.24830(W) AD(       ) 3
 LA2192
 LA2192.Superseded values are not recommended for survey control.
 LA2192
 LA2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2192.See file dsdata.pdf to determine how the superseded data were derived.
 LA2192
 LA2192_MARKER: DS = TRIANGULATION STATION DISK
 LA2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2192_STAMPING: LUGAR 1948
 LA2192_MARK LOGO: CGS
 LA2192_PROJECTION: FLUSH
 LA2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2192+STABILITY: SURFACE MOTION
 LA2192
 LA2192  HISTORY     - Date     Condition        Report By
 LA2192  HISTORY     - 1948     MONUMENTED       CGS
 LA2192  HISTORY     - 1955     GOOD             CGS
 LA2192
 LA2192                          STATION DESCRIPTION
 LA2192
 LA2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2192'STATION IS LOCATED ABOUT 7 MILES EAST OF MARION, ABOUT 4 MILES SOUTH
 LA2192'OF VAN BUREN, AND ABOUT 6 MILES NORTH OF UPLAND ON PROPERTY BELONGING
 LA2192'TO WILLIS HAINES.  IT IS 62 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LA2192'18, 46 FEET SOUTH OF THE SOUTH END OF A BARN, AND 33 FEET NORTH OF A
 LA2192'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LA2192'STAMPED LUGAR 1948.
 LA2192'
 LA2192'REFERENCE MARK NO 1 IS 135.81 FEET NORTHEAST OF THE STATION.  IT IS 55
 LA2192'FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN AND 1 FOOT SOUTH OF A
 LA2192'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LUGAR NO 1
 LA2192'1948.
 LA2192'
 LA2192'REFERENCE MARK NO 2 IS 92.26 FEET SOUTHEAST OF THE STATION.  IT IS 29
 LA2192'FEET NORTH OF CENTER OF HIGHWAY 18 AND 1 FOOT NORTH OF A FENCE.  THE
 LA2192'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LUGAR NO 2 1948.
 LA2192'
 LA2192'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 29 FEET SOUTH OF
 LA2192'CENTER OF HIGHWAY 18, 3 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT
 LA2192'NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LA2192'LUGAR 1948.
 LA2192'
 LA2192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21 AT
 LA2192'THE NORTHEAST CORNER OF THE GRANT COUNTY COURTHOUSE IN MARION, GO EAST
 LA2192'ON STATE HIGHWAY 18 FOR 7 MILES TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE
 LA2192'OF HIGHWAY AS DESCRIBED.  CONTINUE EAST ON HIGHWAY 18 FOR 0.2 MILE TO
 LA2192'STATION ON LEFT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 LA2192'
 LA2192'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LA2192
 LA2192                          STATION RECOVERY (1955)
 LA2192
 LA2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2192'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LA2192'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2237 ***********************************************************************
 LA2237  DESIGNATION -  LUKENS
 LA2237  PID         -  LA2237
 LA2237  STATE/COUNTY-  IN/WABASH
 LA2237  COUNTRY     -  US
 LA2237  USGS QUAD   -  ROANN (2019)
 LA2237
 LA2237                         *CURRENT SURVEY CONTROL
 LA2237  ______________________________________________________________________
 LA2237* NAD 83(1997) POSITION- 40 58 04.31200(N) 085 53 26.56194(W)   ADJUSTED
 LA2237* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LA2237  ______________________________________________________________________
 LA2237  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 LA2237  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LA2237  HORZ ORDER      -  SECOND
 LA2237
 LA2237.The horizontal coordinates were established by classical geodetic methods
 LA2237.and adjusted by the National Geodetic Survey in May 1999.
 LA2237
 LA2237.The orthometric height was scaled from a topographic map.
 LA2237
 LA2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2237.GEOID18 height accuracy estimate available here.
 LA2237
 LA2237.Click photographs - Photos may exist for this station.
 LA2237
 LA2237.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2237
 LA2237. The following values were computed from the NAD 83(1997) position.
 LA2237
 LA2237;                    North         East     Units Scale Factor Converg.
 LA2237;SPC IN E     -   635,013.721    81,141.403   MT  0.99997104   -0 08 48.8
 LA2237;SPC IN E     - 2,083,374.18    266,211.42   sFT  0.99997104   -0 08 48.8
 LA2237;UTM  16      - 4,535,782.163   593,338.976   MT  0.99970723   +0 43 38.4
 LA2237
 LA2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2237!SPC IN E     -   0.99996692  x   0.99997104  =   0.99993796
 LA2237!UTM  16      -   0.99996692  x   0.99970723  =   0.99967416
 LA2237
 LA2237:                Primary Azimuth Mark                     Grid Az
 LA2237:SPC IN E     -  LUKENS AZ MK                             089 16 50.3
 LA2237:UTM  16      -  LUKENS AZ MK                             088 24 23.1
 LA2237
 LA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9333835782(NAD 83)
 LA2237
 LA2237|---------------------------------------------------------------------|
 LA2237| PID    Reference Object                     Distance      Geod. Az  |
 LA2237|                                                           dddmmss.s |
 LA2237| CC8842 LUKENS RM 1                          30.632 METERS 00817     |
 LA2237| CC8841 LUKENS AZ MK                                       0890801.5 |
 LA2237| CC8843 LUKENS RM 2                          16.642 METERS 10440     |
 LA2237|---------------------------------------------------------------------|
 LA2237
 LA2237                          SUPERSEDED SURVEY CONTROL
 LA2237
 LA2237  NAD 83(1986)-  40 58 04.31634(N)    085 53 26.57324(W) AD(       ) 2
 LA2237  NAD 27      -  40 58 04.15890(N)    085 53 26.61200(W) AD(       ) 2
 LA2237
 LA2237.Superseded values are not recommended for survey control.
 LA2237
 LA2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2237.See file dsdata.pdf to determine how the superseded data were derived.
 LA2237
 LA2237_MARKER: DS = TRIANGULATION STATION DISK
 LA2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2237_STAMPING: LUKENS 1947
 LA2237_MARK LOGO: CGS
 LA2237_PROJECTION: FLUSH
 LA2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2237+STABILITY: SURFACE MOTION
 LA2237
 LA2237  HISTORY     - Date     Condition        Report By
 LA2237  HISTORY     - 1947     MONUMENTED       CGS
 LA2237  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2237
 LA2237                          STATION DESCRIPTION
 LA2237
 LA2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2237'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF NORTH MANCHESTER AND
 LA2237'ABOUT 9 MILES SOUTH OF SILVER LAKE.
 LA2237'
 LA2237'IT IS 225 FEET SOUTHEAST OF STATE HIGHWAY 15 AND PAVED CROSSROAD
 LA2237'INTERSECTION 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE AND 25
 LA2237'FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN.  THE MARK IS FLUSH AND
 LA2237'THE DISK IS STAMPED LUKENS 1947.
 LA2237'
 LA2237'REFERENCE MARK NO. 1 IS 100.50 FEET NORTH OF THE STATION.  IT IS 20
 LA2237'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD.  THE MARK IS FLUSH AND THE
 LA2237'DISK IS STAMPED LUKENS NO 1 1947.
 LA2237'
 LA2237'REFERENCE MARK NO. 2 IS 54.60 FEET SOUTHEAST OF THE STATION.  IT IS 3
 LA2237'FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN.  THE MARK IS FLUSH AND
 LA2237'THE DISK IS STAMPED LUKENS NO 2 1947.
 LA2237'
 LA2237'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 16 FEET SOUTH OF
 LA2237'THE CENTERLINE OF PAVED ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND
 LA2237'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LA2237'DISK IS STAMPED LUKENS 1947.
 LA2237'
 LA2237'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN AND MARKET STREETS
 LA2237'(CITY HALL) IN NORTH MANCHESTER GO WEST ON WEST MAIN (STATE HIGHWAY
 LA2237'NO. 114) FOR 5.85 MILES TO THE INTERSECTION OF STATE HIGHWAYS 114 AND
 LA2237'15, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 15 FOR 2.25 MILES TO PAVED
 LA2237'CROSSROADS AND STATION IN THE SOUTHEAST ANGLE, TURN LEFT AND GO EAST
 LA2237'ON PAVED ROAD FOR 0.3 MILE TO AZIMUTH MARK ON THE RIGHT.
 LA2237'
 LA2237'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 LA2237
 LA2237                          STATION RECOVERY (1960)
 LA2237
 LA2237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2237'STATION COULD NOT BE FOUND DUE TO A HOUSE TRAILER PERMANENTLY PARKED
 LA2237'OVER THE AREA OF THE STATION.  R.M. 1 WAS LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2041 ***********************************************************************
 JA2041  DESIGNATION -  LUTTERMAN
 JA2041  PID         -  JA2041
 JA2041  STATE/COUNTY-  IN/VANDERBURGH
 JA2041  COUNTRY     -  US
 JA2041  USGS QUAD   -  KASSON (2019)
 JA2041
 JA2041                         *CURRENT SURVEY CONTROL
 JA2041  ______________________________________________________________________
 JA2041* NAD 83(1997) POSITION- 38 00 55.00218(N) 087 38 39.87849(W)   ADJUSTED
 JA2041* NAVD 88 ORTHO HEIGHT -   179.8   (meters)      590.    (feet) VERTCON3
 JA2041  ______________________________________________________________________
 JA2041  GEOID HEIGHT    -        -31.000 (meters)                     GEOID18
 JA2041  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 JA2041  HORZ ORDER      -  FIRST
 JA2041
 JA2041.The horizontal coordinates were established by classical geodetic methods
 JA2041.and adjusted by the National Geodetic Survey in May 1999.
 JA2041
 JA2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2041
 JA2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2041.GEOID18 height accuracy estimate available here.
 JA2041
 JA2041.Click photographs - Photos may exist for this station.
 JA2041
 JA2041.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2041
 JA2041. The following values were computed from the NAD 83(1997) position.
 JA2041
 JA2041;                    North         East     Units Scale Factor Converg.
 JA2041;SPC IN W     -   307,338.393   850,730.871   MT  0.99999655   -0 20 44.0
 JA2041;SPC IN W     - 1,008,326.04  2,791,106.20   sFT  0.99999655   -0 20 44.0
 JA2041;UTM  16      - 4,207,706.105   443,433.912   MT  0.99963941   -0 23 48.8
 JA2041
 JA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2041!SPC IN W     -   0.99997665  x   0.99999655  =   0.99997320
 JA2041!UTM  16      -   0.99997665  x   0.99963941  =   0.99961607
 JA2041
 JA2041:                Primary Azimuth Mark                     Grid Az
 JA2041:SPC IN W     -  LUTTERMAN AZ MK 3                        066 58 12.2
 JA2041:UTM  16      -  LUTTERMAN AZ MK 3                        067 01 17.0
 JA2041
 JA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4343307706(NAD 83)
 JA2041
 JA2041|---------------------------------------------------------------------|
 JA2041| PID    Reference Object                     Distance      Geod. Az  |
 JA2041|                                                           dddmmss.s |
 JA2041| CG8860 LUTTERMAN AZ MK 3                                  0663728.2 |
 JA2041| CG8859 LUTTERMAN AZ MK RESET                              0680132.8 |
 JA2041| CG8858 LUTTERMAN AZ MK                                    0714035.9 |
 JA2041| JA2034 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 7.2 KM 0715404.9 |
 JA2041| JA2039 EVANSVILLE MUNICIPAL TANK           APPROX. 7.3 KM 0720859.6 |
 JA2041| CG8861 LUTTERMAN RM 1                       11.640 METERS 07324     |
 JA2041| HA1669 EVANSVILLE TV STA WFIE MAST         APPROX. 5.3 KM 1241001.9 |
 JA2041| HA1667 EVANSVILLE COURTHOUSE SPIRE         APPROX. 7.8 KM 1255257.2 |
 JA2041| HA1668 EVANSVILLE RADIO STA WIKY TWR       APPROX. 5.1 KM 1255348.8 |
 JA2041| JA2040 LUTTERMAN RM 2 RESET                 16.453 METERS 17941     |
 JA2041| CG8862 LUTTERMAN RM 3                       14.958 METERS 25016     |
 JA2041|---------------------------------------------------------------------|
 JA2041
 JA2041                          SUPERSEDED SURVEY CONTROL
 JA2041
 JA2041  NAD 83(1993)-  38 00 55.00728(N)    087 38 39.87772(W) AD(       ) 1
 JA2041  NAD 83(1986)-  38 00 55.01142(N)    087 38 39.88042(W) AD(       ) 1
 JA2041  NAD 27      -  38 00 54.86950(N)    087 38 39.80340(W) AD(       ) 1
 JA2041  NGVD 29 (07/19/86)  179.9    (m)          590.     (f) VERT ANG       
 JA2041
 JA2041.Superseded values are not recommended for survey control.
 JA2041
 JA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2041.See file dsdata.pdf to determine how the superseded data were derived.
 JA2041
 JA2041_MARKER: DS = TRIANGULATION STATION DISK
 JA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2041_STAMPING: LUTTERMAN 1934
 JA2041_MARK LOGO: CGS
 JA2041_PROJECTION: FLUSH
 JA2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2041+STABILITY: SURFACE MOTION
 JA2041
 JA2041  HISTORY     - Date     Condition        Report By
 JA2041  HISTORY     - 1934     MONUMENTED       CGS
 JA2041  HISTORY     - 1957     GOOD             CGS
 JA2041  HISTORY     - 1961     GOOD             CGS
 JA2041  HISTORY     - 1967     GOOD             CGS
 JA2041  HISTORY     - 1968     GOOD             CGS
 JA2041  HISTORY     - 19950430 GOOD             USPSQD
 JA2041
 JA2041                          STATION DESCRIPTION
 JA2041
 JA2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA2041'ON THE PROPERTY OWNED AND OCCUPIED BY MR WILLIAM H LUTTERMAN, ON THE
 JA2041'HIGEST GROUND IN THE VINCINITY, ABOUT 5 MILES NORTHWEST OF EVANSVILLE,
 JA2041'AND 0.5 MILE WEST-NORTHWEST OF KASSON.
 JA2041'
 JA2041'TO REACH FROM KASSON, A SMALL VILLAGE ON STATE HIGHWAYS 65 AND 66,
 JA2041'FROM THE JUNCTION OF THESE HIGHWAYS GO WEST ON HIGHWAY LEFT.  THE
 JA2041'STATION IS LOCATED IN THE BARNYARD, SLIGHTLY LOWER THAN HOUSE, 53 FEET
 JA2041'NORTH-NORTHWEST OF BARN, 29 FEET EAST OF NORTHEAST CORNER OF TOOL
 JA2041'SHED, 17 FEET SOUTHEAST OF END OF CONCRETE WALK, AND 43 FEET
 JA2041'SOUTH-SOUTHEAST OF THE REAR OF THE HOUSE.
 JA2041'
 JA2041'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA2041'DISKS SET IN CONCRETE.
 JA2041'
 JA2041'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF STATION AT EDGE OF BARNYARD,
 JA2041'1 FOOT WEST OF WIRE FENCE.
 JA2041'
 JA2041'REFERENCE MARK NO 2 IS SOUTH OF STATION IN BARNYARD, 1 FOOT WEST OF
 JA2041'NORTHWEST CORNER OF BARN.
 JA2041'
 JA2041'AZIMUTH MARK IS ABOUT 0.35 MILE EAST-NORTHEAST OF STATION ON THE
 JA2041'RIGHT-OF-WAY OF STATE HIGHWAY 66, 27 FEET NORTH OF CENTER LINE OF
 JA2041'HIGHWAY, 75 FEET NORTHWEST OF A WHITE ROSE FILLING STATION AND STORE,
 JA2041'AND 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 65 AND 66.
 JA2041'
 JA2041'A 50-FOOT TOWER IS NECESSARY TO CLEAR ALL LINES.
 JA2041'
 JA2041'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JA2041
 JA2041                          STATION RECOVERY (1957)
 JA2041
 JA2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA2041'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 JA2041'AS DESCRIBED.  REFERENCE MARK 1 HAS BEEN DESTROYED HOWEVER THE
 JA2041'CONCRETE BLOCK DOES NOT APPEAR TO HAVE BEEN DESTURBED.  THE REMAINING
 JA2041'DRILL HOLE SHOULD HOLD AN ADEQUATE DIRECTION.  THE OLD DESCRIPTION IS
 JA2041'ADEQUATE FOR RECOVERY.
 JA2041
 JA2041                          STATION RECOVERY (1961)
 JA2041
 JA2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2041'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 JA2041'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 HAD BEEN DESTROYED.
 JA2041'REFERENCE MARK NUMBER 2 WAS RECOVERED IN A TILTED POSITION, A
 JA2041'DIFFERENCE IN THE DISTANCE AND DIRECTION WAS FOUND ON THIS MARK.  A
 JA2041'NEW REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT THIS TIME.  THE
 JA2041'ORIGINAL AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND SO IT WAS
 JA2041'DESTROYED BY THIS PARTY AND A NEW AZIMUTH MARK ESTABLISHED.  DUE TO
 JA2041'SEVERAL CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA2041'REFERENCE MARK NUMBER 2 WAS LOWERED BY THIS PARTY AND IS NOW A FLUSH
 JA2041'MARK.
 JA2041'
 JA2041'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF EVANSVILLE, ABOUT
 JA2041'0.5 MILE WEST-NORTHWEST OF KASSON ON PROPERTY OWNED AND OCCUPIED BY MR
 JA2041'WILLIAM H LUTTERMAN.
 JA2041'
 JA2041'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JA2041'HIGHWAYS 65 AND 66 IN THE VILLAGE OF KASSON, GO WEST ON U S HIGHWAY
 JA2041'460 FOR 0.5 MILE TO THE LUTTERMAN FARM AND THE STATION ON THE LEFT.
 JA2041'
 JA2041'STATION MARK, A STANDARD DISK STAMPED LUTTERMAN 1934, IS SET IN A
 JA2041'ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JA2041'THE MARK IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 24
 JA2041'FEET WEST OF THE CENTER OF THE DRIVEWAY AND 23.8 FEET EAST-NORTHEAST
 JA2041'OF THE NORTHEAST CORNER OF THE GARAGE.
 JA2041'
 JA2041'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LUTTERMAN NO 2 1934,
 JA2041'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JA2041'SURFACE OF THE GROUND.  THE MARK IS 17.5 FEET SOUTHEAST OF THE
 JA2041'SOUTHEAST CORNER OF THE GARAGE.
 JA2041'
 JA2041'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED LUTTERMAN NO 3 1934,
 JA2041'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 JA2041'WITH THE SURFACE OF THE GROUND.  THE MARK IS 49 FEET EAST OF THE
 JA2041'CENTER OF COIN ROAD AND 4.2 FEET WEST OF THE NORTHWEST CORNER OF THE
 JA2041'GARAGE.  THE GARAGE.
 JA2041'
 JA2041'AZIMUTH MARK, A STANDARD DISK STAMPED LUTTERMAN 1934 RESET 1961, IS
 JA2041'SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JA2041'OF THE GROUND.  THE MARK IS 38 FEET EAST OF THE CENTER OF BOEBEL
 JA2041'DRIVE, 27 FEET NORTH OF THE CENTER LINE OF U S HIGHWAY 460, 3 FEET
 JA2041'WEST OF A WITNESS POST AND 2 FEET SOUTH OF A TELEPHONE POLE NO 11620.
 JA2041'
 JA2041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U S HIGHWAY 460
 JA2041'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JA2041
 JA2041                          STATION RECOVERY (1967)
 JA2041
 JA2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2041'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1961 RECOVERY
 JA2041'NOTE AND FOUND IN GOOD CONDTIION.  THE DISTANCE AND DIRECTION TO
 JA2041'REFERENCE MARK 3 CHECKED.  A SLIGHT DIFFERENCE WAS FOUND IN THE
 JA2041'DISTANCE AND DIRECTION TO REFERENCE MARK 2.  A TRAVERSE CONNECTION WAS
 JA2041'MADE TO REFERENCE MARK 2.
 JA2041
 JA2041                          STATION RECOVERY (1968)
 JA2041
 JA2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA2041'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA2041'HOWEVER, DUE TO CONSTRUCTION OF A NEW HIGHWAY, THE LUTTERMAN 1934
 JA2041'RESET 1961 AZIMUTH MARK WOULD BE DESTROYED.  A NEW AZIMUTH MARK
 JA2041'LUTTERMAN 1934 1968 WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED
 JA2041'AND THE HORIZONTAL ANGLES OBSERVED FOR THE REFERENCE MARKS AND THE NEW
 JA2041'AZIMUTH MARK.  THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE
 JA2041'STATION AND THE REFERENCE MARKS WERE CHECKED.  A DISCREPANCY OF 0.1 OF
 JA2041'A FOOT WAS NOTED IN THE MEASURED DISTANCE BETWEEN THE STATION AND
 JA2041'REFERENCE MARK NO 2 AND A DISCREPANCY OF 00 DEG 01 MIN 07.8 SEC WAS
 JA2041'NOTED IN THE OBSERVED ANGLE BETWEEN THE 1961 RESET AZIMUTH MARK AND
 JA2041'REFERENCE MARK NO 2.
 JA2041'
 JA2041'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JA2041'
 JA2041'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF EVANSVILLE AND ABOUT
 JA2041'0.5 OF A MILE WEST-NORTHWEST OF KASSON, AND IS IN THE BACK YARD OF
 JA2041'PROPERTY OCCUPIED AND OWNED BY MR WILL H LUTTERMAN.
 JA2041'
 JA2041'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JA2041'ROUTE 66 IN THE SMALL COMMUNITY OF KASSON, GO WESTERLY ON U S HIGHWAY
 JA2041'460 FOR 0.3 OF A MILE TO THE JUNCTION OF STATE ROUTE 65 (RE-LOCATED)
 JA2041'AND THE AZIMUTH MARK ABOUT 45 YARDS WEST AS DESCRIBED.  HERE CONTINUE
 JA2041'WESTERLY ON U S HIGHWAY 460 FOR 0.2 MILE TO A GRAVELED DRIVEWAY ON THE
 JA2041'LEFT LEADING INTO THE HOME OF MR WILLIAM H LUTTERMAN AND THE STATION
 JA2041'AT THE REAR OF THE HOUSE AS DESCRIBED.
 JA2041'
 JA2041'THE STATION IS IN A LAWN AREA, 53 FEET SOUTH OF THE SOUTHEAST CORNER
 JA2041'OF THE LUTTERMAN HOME, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JA2041'GRAVELED DRIVEWAY, AND 23.8 FEET EAST-NORTHEAST OF THE NORTHEAST
 JA2041'CORNER OF A TWO-CAR GARAGE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA2041'12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND
 JA2041'THE DISK IS STAMPED LUTTERMAN 1934.
 JA2041'
 JA2041'REFERENCE MARK NO 2 IS 17.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JA2041'THE TWO-CAR GARAGE, AT THE SOUTH EDGE OF THE LAWN AND AT THE NORTH
 JA2041'EDGE OF A GARDEN PLOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA2041'12-INCH, ROUND, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF
 JA2041'THE GROUND AND THE DISK IS STAMPED LUTTERMAN NO 2 1934.
 JA2041'
 JA2041'REFERENCE MARK NO 3 IS 49 FEET EAST OF THE APPROXIMATE CENTER OF COIN
 JA2041'ROAD, 4.2 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE AND AT THE
 JA2041'TOP OF A GENTLE SLOPE WHERE THE LAWN BREAKS DOWNWARD TO THE WEST.  IT
 JA2041'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA2041'MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE DISK IS STAMPED
 JA2041'LUTTERMAN NO 3 1934.
 JA2041'
 JA2041'DUE TO THE GARAGE BEING POSITIONED BETWEEN THE REFERENCE MARKS, THEY
 JA2041'COULD NOT BE MEASURED BETWEEN.
 JA2041'
 JA2041'THE NEW AZIMUTH IS ALONG THE RIGHT-OF-WAY OF U S HIGHWAY 460, 136 FEET
 JA2041'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 65 (RELOCATED)  29 FEET
 JA2041'NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 460, 2.5 FEET WEST OF
 JA2041'TELEPHONE POLE NO 11621, AND 1.1 FEET EAST OF A METAL WITNESS POST AND
 JA2041'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 JA2041'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA2041'LUTTERMAN 1934 1968.
 JA2041'
 JA2041'DUE TO THE STATIONS LOCATION IN A LAWN AREA, NO WITNESS POST WAS SET.
 JA2041'
 JA2041'NOTE- THE INDIANA DEPARTMENT OF HIGHWAY ENGINEERS HAD AN ELEVATION
 JA2041'ESTABLISHED ON THE RESET 1961 AZIMUTH MARK.  THEREFORE, THE ELEVATION
 JA2041'WAS TRANSFERRED FROM THIS MARK TO THE NEW 1934 1968 AZIMUTH MARK.
 JA2041'
 JA2041'LUTTERMAN 1934 RESET 1961 AZIMUTH MARK TO LUTTERMAN 1934
 JA2041'
 JA2041'1968 AZIMUTH MARK EQUAL AND PLUS 2.366 FEET.  (NOT A USC AND GS BENCH
 JA2041'MARK)
 JA2041
 JA2041                          STATION RECOVERY (1995)
 JA2041
 JA2041'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2040 ***********************************************************************
 JA2040  DESIGNATION -  LUTTERMAN RM 2 RESET
 JA2040  PID         -  JA2040
 JA2040  STATE/COUNTY-  IN/VANDERBURGH
 JA2040  COUNTRY     -  US
 JA2040  USGS QUAD   -  KASSON (2019)
 JA2040
 JA2040                         *CURRENT SURVEY CONTROL
 JA2040  ______________________________________________________________________
 JA2040* NAD 83(1997) POSITION- 38 00 54.46857(N) 087 38 39.87467(W)   ADJUSTED
 JA2040* NAVD 88 ORTHO HEIGHT -   179.4   (meters)      589.    (feet) VERTCON3
 JA2040  ______________________________________________________________________
 JA2040  GEOID HEIGHT    -        -31.000 (meters)                     GEOID18
 JA2040  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 JA2040  HORZ ORDER      -  SECOND
 JA2040
 JA2040.The horizontal coordinates were established by classical geodetic methods
 JA2040.and adjusted by the National Geodetic Survey in May 1999.
 JA2040
 JA2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2040
 JA2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2040.GEOID18 height accuracy estimate available here.
 JA2040
 JA2040.Click photographs - Photos may exist for this station.
 JA2040
 JA2040.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2040
 JA2040. The following values were computed from the NAD 83(1997) position.
 JA2040
 JA2040;                    North         East     Units Scale Factor Converg.
 JA2040;SPC IN W     -   307,321.940   850,730.865   MT  0.99999655   -0 20 44.0
 JA2040;SPC IN W     - 1,008,272.06  2,791,106.18   sFT  0.99999655   -0 20 44.0
 JA2040;UTM  16      - 4,207,689.658   443,433.891   MT  0.99963941   -0 23 48.8
 JA2040
 JA2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2040!SPC IN W     -   0.99997671  x   0.99999655  =   0.99997326
 JA2040!UTM  16      -   0.99997671  x   0.99963941  =   0.99961613
 JA2040
 JA2040:                Primary Azimuth Mark                     Grid Az
 JA2040:SPC IN W     -  WELBORN RESET                            200 53 15.8
 JA2040:UTM  16      -  WELBORN RESET                            200 56 20.6
 JA2040
 JA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4343307689(NAD 83)
 JA2040
 JA2040|---------------------------------------------------------------------|
 JA2040| PID    Reference Object                     Distance      Geod. Az  |
 JA2040|                                                           dddmmss.s |
 JA2040| CG8859 LUTTERMAN AZ MK RESET                              0652911.6 |
 JA2040| HA1689 WELBORN RESET                       APPROX.12.8 KM 2003231.8 |
 JA2040| JA2041 LUTTERMAN                            16.453 METERS 35941     |
 JA2040|---------------------------------------------------------------------|
 JA2040
 JA2040                          SUPERSEDED SURVEY CONTROL
 JA2040
 JA2040  NAD 83(1993)-  38 00 54.47369(N)    087 38 39.87390(W) AD(       ) 2
 JA2040  NAD 83(1986)-  38 00 54.47780(N)    087 38 39.87660(W) AD(       ) 2
 JA2040  NAD 27      -  38 00 54.33613(N)    087 38 39.79960(W) AD(       ) 2
 JA2040  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 JA2040
 JA2040.Superseded values are not recommended for survey control.
 JA2040
 JA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2040.See file dsdata.pdf to determine how the superseded data were derived.
 JA2040
 JA2040_MARKER: DR = REFERENCE MARK DISK
 JA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2040_STAMPING: LUTTERMAN NO 2 1934
 JA2040_MARK LOGO: CGS
 JA2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2040+STABILITY: SURFACE MOTION
 JA2040
 JA2040  HISTORY     - Date     Condition        Report By
 JA2040  HISTORY     - 1967     MONUMENTED       CGS
 JA2040  HISTORY     - 19950430 GOOD             USPSQD
 JA2040
 JA2040                          STATION DESCRIPTION
 JA2040
 JA2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2040'AZIMUTH MARK NOT VISIBLE FROM GROUND OR 90 FT TOWER.
 JA2040'
 JA2040'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF EVANSVILLE, 0.5 MILES
 JA2040'WEST-NORTHWEST OF KASSON AND ON PROPERTY OWNED BY MR JOHN LUTTERMAN.
 JA2040'
 JA2040'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460, STATE
 JA2040'HIGHWAYS 65 AND 66 IN THE SMALL VILLAGE OF KASSON, GO WEST ON U S
 JA2040'HIGHWAY 460 FOR 0.5 MILE TO THE LUTTERMAN HOME ON LEFT AND STATION AS
 JA2040'DESCRIBED.
 JA2040'
 JA2040'STATION MARK, A STANDARD REFERENCE DISK STAMPED LUTTERMAN NO 2 1934,
 JA2040'IS SET FLUSH WITH SURFACE OF GROUND.  IT IS 17.5 FEET SOUTHEAST OF THE
 JA2040'SOUTHEAST CORNER OF THE GARAGE.
 JA2040'
 JA2040'RM 3, STAMPED LUTTERMAN NO 3 1934, IS SET FLUSH WITH THE GROUND.  IT
 JA2040'IS 49 FEET EAST OF THE CENTER OF COIN ROAD AND 4.2 FEET WEST OF THE
 JA2040'NORTHWEST CORNER OF THE GARAGE.
 JA2040'
 JA2040'STATION LUTTERMAN, STAMPED LUTTERMAN 1934, IS SET FLUSH WITH THE
 JA2040'GROUND.  IT IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 24 FEET
 JA2040'WEST OF THE CENTER OF THE DRIVEWAY AND 23.8 FEET EAST-NORTH EAST OF
 JA2040'THE NORTHEAST CORNER OF THE GARAGE.
 JA2040'
 JA2040'AZIMUTH MARK, STAMPED LUTTERMAN 1934 RESET 1961, IS SET FLUSH.  IT IS
 JA2040'38 FEET EAST OF THE CENTER OF GOEBEL DRIVE, 27 FEET NORTH OF THE
 JA2040'CENTER OF U S HIGHWAY 460, 3 FEET WEST OF A WITNESS POST AND 2 FEET
 JA2040'SOUTH OF A TELEPHONE POLE NUMBER 11620.
 JA2040'
 JA2040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U S HIGHWAY 460
 JA2040'FOR 0.25 MILE TO THE MARK ON LEFT AS DESCRIBED.
 JA2040'
 JA2040'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2040'
 JA2040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA2040
 JA2040                          STATION RECOVERY (1995)
 JA2040
 JA2040'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2415 ***********************************************************************
 LB2415  DESIGNATION -  LUTZ
 LB2415  PID         -  LB2415
 LB2415  STATE/COUNTY-  IN/CASS
 LB2415  COUNTRY     -  US
 LB2415  USGS QUAD   -  FULTON (2019)
 LB2415
 LB2415                         *CURRENT SURVEY CONTROL
 LB2415  ______________________________________________________________________
 LB2415* NAD 83(1997) POSITION- 40 54 32.35856(N) 086 17 05.83045(W)   ADJUSTED
 LB2415* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LB2415  ______________________________________________________________________
 LB2415  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 LB2415  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 LB2415  HORZ ORDER      -  FIRST
 LB2415
 LB2415.The horizontal coordinates were established by classical geodetic methods
 LB2415.and adjusted by the National Geodetic Survey in May 1999.
 LB2415
 LB2415.The orthometric height was scaled from a topographic map.
 LB2415
 LB2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2415.GEOID18 height accuracy estimate available here.
 LB2415
 LB2415.Click photographs - Photos may exist for this station.
 LB2415
 LB2415.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2415
 LB2415. The following values were computed from the NAD 83(1997) position.
 LB2415
 LB2415;                    North         East     Units Scale Factor Converg.
 LB2415;SPC IN E     -   628,635.483    47,910.474   MT  1.00000005   -0 24 17.6
 LB2415;SPC IN E     - 2,062,448.25    157,186.28   sFT  1.00000005   -0 24 17.6
 LB2415;UTM  16      - 4,528,900.082   560,219.425   MT  0.99964463   +0 28 05.8
 LB2415
 LB2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2415!SPC IN E     -   0.99996689  x   1.00000005  =   0.99996694
 LB2415!UTM  16      -   0.99996689  x   0.99964463  =   0.99961154
 LB2415
 LB2415:                Primary Azimuth Mark                     Grid Az
 LB2415:SPC IN E     -  LUTZ AZ MK                               168 19 14.8
 LB2415:UTM  16      -  LUTZ AZ MK                               167 26 51.4
 LB2415
 LB2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6021928900(NAD 83)
 LB2415
 LB2415|---------------------------------------------------------------------|
 LB2415| PID    Reference Object                     Distance      Geod. Az  |
 LB2415|                                                           dddmmss.s |
 LB2415| CC8845 LUTZ RM 1                            37.932 METERS 00512     |
 LB2415| CC8846 LUTZ RM 2                            27.694 METERS 08038     |
 LB2415| CC8844 LUTZ AZ MK                                         1675457.2 |
 LB2415|---------------------------------------------------------------------|
 LB2415
 LB2415                          SUPERSEDED SURVEY CONTROL
 LB2415
 LB2415  NAD 83(1986)-  40 54 32.36454(N)    086 17 05.84098(W) AD(       ) 1
 LB2415  NAD 27      -  40 54 32.21100(N)    086 17 05.83920(W) AD(       ) 1
 LB2415
 LB2415.Superseded values are not recommended for survey control.
 LB2415
 LB2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2415.See file dsdata.pdf to determine how the superseded data were derived.
 LB2415
 LB2415_MARKER: DS = TRIANGULATION STATION DISK
 LB2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2415_STAMPING: LUTZ 1947
 LB2415_MARK LOGO: CGS
 LB2415_PROJECTION: FLUSH
 LB2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2415+STABILITY: SURFACE MOTION
 LB2415
 LB2415  HISTORY     - Date     Condition        Report By
 LB2415  HISTORY     - 1947     MONUMENTED       CGS
 LB2415  HISTORY     - 1948     GOOD             CGS
 LB2415
 LB2415                          STATION DESCRIPTION
 LB2415
 LB2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2415'STATION IS LOCATED ABOUT 13 MILE SOUTHWEST OF ROCHESTER ON LAND
 LB2415'OWNED BY MR. HENRY D. MORRIS.  IT IS 324 FEET SOUTHWEST OF THE
 LB2415'INTERSECTION OF STATE HIGHWAY NO. 25 AND GRAVEL CROSSROAD, 150 FEET
 LB2415'SOUTH OF THE CENTER OF GRAVEL ROAD, 37 FEET EAST OF A NORTH SOUTH
 LB2415'FENCELINE, 18 FEET NORTH OF A EAST-WEST FENCELINE AND 11 FEET
 LB2415'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2415'STAMPED LUTZ 1947.
 LB2415'
 LB2415'REFERENCE MARK NO. 1 IS 124.55 FEET NORTH OF THE STATION.  IT IS 33
 LB2415'FEET EAST OF A FENCELINE AND 25 FEET SOUTH OF THE CENTER OF GRAVEL
 LB2415'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED LUTZ NO 1 1947.
 LB2415'
 LB2415'REFERENCE MARK NO. 2 IS 90.90 FEET EAST OF THE STATION.  IT IS 34
 LB2415'FEET NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2415'LUTZ NO 2 1947.
 LB2415'
 LB2415'AZIMUTH MARK 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 60 FEET NORTH
 LB2415'OF A TELEPHONE POLE, 51 FEET EAST OF THE CENTER OF HIGHWAY, 3 FEET
 LB2415'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE
 LB2415'MARK IS FLUSH AND THE DISK IS STAMPED LUTZ 1947.
 LB2415'
 LB2415'TO REACH STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON STATE
 LB2415'HIGHWAY NO. 25 FOR 11.3 MILE TO STATION ON THE RIGHT, CONTINUE FOR
 LB2415'0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 LB2415'
 LB2415'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2415
 LB2415                          STATION RECOVERY (1948)
 LB2415
 LB2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2415'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LB2415'GOOD CONDITION.  DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARKS
 LB2415'NO. 1 AND NO. 2 WERE CHECKED.  DISTANCES TO REFERENCE MARKS NO. 1
 LB2415'AND NO. 2 WERE NOT CHECKED.  STATION, UNDERGROUND, AZIMUTH AND
 LB2415'REFERENCE MARKS ARE DESCRIBED.  OLD DESCRIPTION WAS CHECKED AND
 LB2415'FOUND TO BE ADEQUATE.
 LB2415'
 LB2415'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2171 ***********************************************************************
 HZ2171  DESIGNATION -  LUTZ 1884
 HZ2171  PID         -  HZ2171
 HZ2171  STATE/COUNTY-  IN/CLARK
 HZ2171  COUNTRY     -  US
 HZ2171  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2171
 HZ2171                         *CURRENT SURVEY CONTROL
 HZ2171  ______________________________________________________________________
 HZ2171* NAD 83(1997) POSITION- 38 24 34.39785(N) 085 40 07.10071(W)   ADJUSTED
 HZ2171* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 HZ2171  ______________________________________________________________________
 HZ2171  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 HZ2171  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 HZ2171  HORZ ORDER      -  FIRST
 HZ2171
 HZ2171.The horizontal coordinates were established by classical geodetic methods
 HZ2171.and adjusted by the National Geodetic Survey in May 1999.
 HZ2171
 HZ2171.The orthometric height was scaled from a topographic map.
 HZ2171
 HZ2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2171.GEOID18 height accuracy estimate available here.
 HZ2171
 HZ2171.Click photographs - Photos may exist for this station.
 HZ2171
 HZ2171.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2171
 HZ2171. The following values were computed from the NAD 83(1997) position.
 HZ2171
 HZ2171;                    North         East     Units Scale Factor Converg.
 HZ2171;SPC IN E     -   350,953.259    99,827.731   MT  0.99996667   -0 00 04.4
 HZ2171;SPC IN E     - 1,151,419.15    327,518.15   sFT  0.99996667   -0 00 04.4
 HZ2171;SPC KY1Z     - 1,230,431.284 1,507,105.834   MT  0.99994815   +0 02 59.8
 HZ2171;SPC KY1Z     - 4,036,839.97  4,944,563.06   sFT  0.99994815   +0 02 59.8
 HZ2171;SPC KY N     -   101,912.024   376,103.128   MT  0.99996258   -0 52 57.0
 HZ2171;SPC KY N     -   334,356.37  1,233,931.68   sFT  0.99996258   -0 52 57.0
 HZ2171;UTM  16      - 4,252,096.706   616,239.277   MT  0.99976640   +0 49 38.1
 HZ2171
 HZ2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2171!SPC IN E     -   0.99997657  x   0.99996667  =   0.99994324
 HZ2171!SPC KY1Z     -   0.99997657  x   0.99994815  =   0.99992472
 HZ2171!SPC KY N     -   0.99997657  x   0.99996258  =   0.99993915
 HZ2171!UTM  16      -   0.99997657  x   0.99976640  =   0.99974297
 HZ2171
 HZ2171:                Primary Azimuth Mark                     Grid Az
 HZ2171:SPC IN E     -  SIMS                                     175 38 46.9
 HZ2171:SPC KY1Z     -  SIMS                                     175 35 42.7
 HZ2171:SPC KY N     -  SIMS                                     176 31 39.5
 HZ2171:UTM  16      -  SIMS                                     174 49 04.4
 HZ2171
 HZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1623952096(NAD 83)
 HZ2171
 HZ2171|---------------------------------------------------------------------|
 HZ2171| PID    Reference Object                     Distance      Geod. Az  |
 HZ2171|                                                           dddmmss.s |
 HZ2171| HZ2152 SIMS                                APPROX. 7.4 KM 1753842.5 |
 HZ2171| HZ2149 LOUISVILLE WATER CO TANK            APPROX.17.3 KM 1840532.6 |
 HZ2171| CG8318 CLARK CO ASYLUM HIGH CHIMNEY                       3171415.8 |
 HZ2171|---------------------------------------------------------------------|
 HZ2171
 HZ2171                          SUPERSEDED SURVEY CONTROL
 HZ2171
 HZ2171  NAD 83(1993)-  38 24 34.39830(N)    085 40 07.10048(W) AD(       ) 1
 HZ2171  NAD 83(1986)-  38 24 34.40105(N)    085 40 07.10701(W) AD(       ) 1
 HZ2171  NAD 27      -  38 24 34.16800(N)    085 40 07.24400(W) AD(       ) 1
 HZ2171  USSD        -  38 24 34.31000(N)    085 40 07.06200(W) AD(       ) 3
 HZ2171
 HZ2171.Superseded values are not recommended for survey control.
 HZ2171
 HZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2171.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2171
 HZ2171_MARKER: X = CHISELED CROSS
 HZ2171_SETTING: 0 = UNSPECIFIED SETTING
 HZ2171
 HZ2171  HISTORY     - Date     Condition        Report By
 HZ2171  HISTORY     - 1884     MONUMENTED       CGS
 HZ2171  HISTORY     - 1914     GOOD             CGS
 HZ2171  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2171  HISTORY     - 1935     GOOD             CGS
 HZ2171
 HZ2171                          STATION DESCRIPTION
 HZ2171
 HZ2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JLC)
 HZ2171'ABOUT 2 MILES SOUTH-SOUTHWEST OF CHARLESTOWN AND 1/2 MILE EAST OF THE
 HZ2171'BALTIMORE AND OHIO SOUTHWESTERN RAILROAD AND THE LOUISVILLE AND
 HZ2171'NORTHERN ELECTRIC RAILWAY, 200 METERS SOUTHEAST OF THE CLARK COUNTY
 HZ2171'POORHOUSE, 200 METERS WEST OF THE FARMHOUSE ON THE OLD LUTZ FARM
 HZ2171'NOW OWNED BY JOHN E. LONG. THE STATION IS IN THE NORTHWEST CORNER OF
 HZ2171'A FIELD, 5.4 METERS EAST OF THE WEST FENCE AND 3.4 METERS
 HZ2171'SOUTH OF THE NORTH FENCE, 10 METERS EAST OF THE PIKE, AND 6 METERS
 HZ2171'SOUTH OF THE ROAD LEADING TO THE LONG HOUSE. IT IS MARKED BY A
 HZ2171'LIMESTONE POST 2 FEET IN LENGTH AND DRESSED TO 5 INCHES SQUARE
 HZ2171'AT THE TOP INSCRIBED WITH A CROSS AND THE LETTERS U.S.C. AND G.S.
 HZ2171'IT IS ALSO MARKED 2 FEET BELOW THE SURFACE OF THE GROUND BY A
 HZ2171'COPPER WIRE SET IN CEMENT IN THE MOUTH OF A BLACK BOTTLE
 HZ2171'WHICH IN TURN IS SET AT THE CENTER OF A 10-INCH TILE FILLED WITH
 HZ2171'CONCRETE.  THERE ARE THREE REFERENCE MARKS EACH CONSISTING OF A
 HZ2171'STONE SIMILAR TO THE ONE MARKING THE STATION, EXCEPT THAT THE
 HZ2171'TOP IS INSCRIBED WITH A DIAGONAL ARROW POINTING TOWARD THE
 HZ2171'STATION.  THE REFERENCE MARKS ARE AT THE FOLLOWING
 HZ2171'DISTANCES AND DIRECTIONS FROM THE STATION - 1.79 METERS NORTH, 1.81
 HZ2171'METERS EAST, AND 1.86 METERS SOUTH.
 HZ2171
 HZ2171                          STATION RECOVERY (1933)
 HZ2171
 HZ2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2171'STATION IS ABOUT 2 MILES SOUTH-SOUTHWEST OF CHARLESTOWN AND ABOUT 1/2
 HZ2171'MILE EAST OF THE BALTIMORE AND OHIO RAILROAD, 200 METERS
 HZ2171'SOUTHEAST OF THE CLARK COUNTY POORHOUSE AND ABOUT 200 METERS
 HZ2171'NORTHWEST BY NORTH OF THE OLD LUTZ PLACE.  THE STATION IS IN
 HZ2171'THE NORTHWEST CORNER OF A CULTIVATED FIELD, ABOUT 36 FEET EAST OF
 HZ2171'CENTER LINE OF ROAD, 17 FEET EAST OF NORTH-SOUTH FENCE LINE AND 14
 HZ2171'FEET SOUTH OF EAST-WEST FENCE LINE. THE STATION IS MARKED BY A
 HZ2171'SQUARED STONE POST WITH A SMALL CROSS IN ITS CENTER AND THE
 HZ2171'LETTERS C. AND G.S. ON ITS SURFACE. THE REFERENCE MARKS ARE STONE
 HZ2171'POSTS WITH DIAGONAL CROSSES AND ARROWS POINTING TO THE
 HZ2171'STATION. A NEW STATION MARKED WITH A STANDARD DISK IN A CONCRETE
 HZ2171'POST WAS ESTABLISHED OVER THE SOUTH REFERENCE 1.878 METERS AWAY
 HZ2171'FROM ORIGINAL STATION MARK. THERE ARE TWO REFERENCES, ONE BEING
 HZ2171'1.79 METERS NORTH AND THE OTHER 1.83 METERS EAST.
 HZ2171'
 HZ2171'TO REACH FROM JEFFERSONVILLE, GO TO THE JUNCTION OF U.S. HIGHWAY 31
 HZ2171'AND STATE HIGHWAY 62, WHICH IS 0.7 MILE NORTH OF THE NORTH END OF
 HZ2171'THE MUNICIPAL BRIDGE. HERE TURN EAST AND FOLLOW STATE HIGHWAY 62 FOR
 HZ2171'9.9 MILES TO A GRAVEL ROAD TO EAST AT A CHRISTIAN CHURCH. TURN
 HZ2171'RIGHT ON GRAVEL ROAD AND GO TO EASTWARD 0.45 MILE TO A PIPE AND WIRE
 HZ2171'GATE LEADING INTO A WOOD LOT. THE STATION IS IN THE CORNER OF
 HZ2171'THE FIELD JUST SOUTHWEST OF THIS GATE. ALL MARKS ARE FLUSH WITH THE
 HZ2171'GROUND. 77-FOOT TOWER REQUIRED TO SEE LINE TO SIMS. SEE DESCRIPTION
 HZ2171'OF LUTZ-2, 1933.
 HZ2171
 HZ2171                          STATION RECOVERY (1935)
 HZ2171
 HZ2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2171'ALL DETAILS OF THE ORIGINAL DESCRIPTION APPLY. ADDITIONAL REFERENCE
 HZ2171'MARKERS CONSISTING OF STANDARD DISKS SET IN CONCRETE POSTS
 HZ2171'WERE PLACED IN 1933.
 HZ2171'
 HZ2171'REACHED VIA STATE HIGHWAY 62 ABOUT 8 MILES NORTH-NORTHEAST OF
 HZ2171'JEFFERSONVILLE, IND., TO A Y-ROAD LEADING EASTERLY FROM STATE
 HZ2171'HIGHWAY 62 AT A POINT 0.45 MILE SOUTH OF THE INFIRMARY ENTRANCE LANE,
 HZ2171'THEN EASTERLY ALONG Y-ROAD 0.45 MILE TO THE LANE LEADING
 HZ2171'SOUTHEASTERLY ALONG THE EDGE OF A TRACT OF TIMBER TO THE PROMINENT
 HZ2171'HOUSE ABOUT 200 YARDS DISTANT. THE STATION IS IN CORNER OF THE
 HZ2171'FIELD OWNED BY JOHN E. LONG AND LOCATED AS DESCRIBED. THE ORIGINAL
 HZ2171'REFERENCE AND STATION MARKERS ARE IN GOOD CONDITION.
 HZ2171'
 HZ2171'ADDITIONAL MARKER 95.2 FEET WEST OF STATION NEAR FENCE, DISK.
 HZ2171'
 HZ2171'ADDITIONAL MARKER 110.2 FEET SOUTHEAST OF STATION NEAR FENCE, DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2170 ***********************************************************************
 HZ2170  DESIGNATION -  LUTZ 2
 HZ2170  PID         -  HZ2170
 HZ2170  STATE/COUNTY-  IN/CLARK
 HZ2170  COUNTRY     -  US
 HZ2170  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2170
 HZ2170                         *CURRENT SURVEY CONTROL
 HZ2170  ______________________________________________________________________
 HZ2170* NAD 83(1997) POSITION- 38 24 34.33696(N) 085 40 07.10206(W)   ADJUSTED
 HZ2170* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 HZ2170  ______________________________________________________________________
 HZ2170  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 HZ2170  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 HZ2170  HORZ ORDER      -  FIRST
 HZ2170
 HZ2170.The horizontal coordinates were established by classical geodetic methods
 HZ2170.and adjusted by the National Geodetic Survey in May 1999.
 HZ2170
 HZ2170.The orthometric height was scaled from a topographic map.
 HZ2170
 HZ2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2170.GEOID18 height accuracy estimate available here.
 HZ2170
 HZ2170.Click photographs - Photos may exist for this station.
 HZ2170
 HZ2170.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2170
 HZ2170. The following values were computed from the NAD 83(1997) position.
 HZ2170
 HZ2170;                    North         East     Units Scale Factor Converg.
 HZ2170;SPC IN E     -   350,951.382    99,827.698   MT  0.99996667   -0 00 04.4
 HZ2170;SPC IN E     - 1,151,412.99    327,518.04   sFT  0.99996667   -0 00 04.4
 HZ2170;SPC KY1Z     - 1,230,429.407 1,507,105.803   MT  0.99994815   +0 02 59.8
 HZ2170;SPC KY1Z     - 4,036,833.81  4,944,562.96   sFT  0.99994815   +0 02 59.8
 HZ2170;SPC KY N     -   101,910.148   376,103.067   MT  0.99996258   -0 52 57.0
 HZ2170;SPC KY N     -   334,350.21  1,233,931.48   sFT  0.99996258   -0 52 57.0
 HZ2170;UTM  16      - 4,252,094.829   616,239.271   MT  0.99976640   +0 49 38.1
 HZ2170
 HZ2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2170!SPC IN E     -   0.99997657  x   0.99996667  =   0.99994324
 HZ2170!SPC KY1Z     -   0.99997657  x   0.99994815  =   0.99992472
 HZ2170!SPC KY N     -   0.99997657  x   0.99996258  =   0.99993915
 HZ2170!UTM  16      -   0.99997657  x   0.99976640  =   0.99974297
 HZ2170
 HZ2170:                Primary Azimuth Mark                     Grid Az
 HZ2170:SPC IN E     -  LUTZ 2 AZ MK                             355 14 42.1
 HZ2170:SPC KY1Z     -  LUTZ 2 AZ MK                             355 11 37.9
 HZ2170:SPC KY N     -  LUTZ 2 AZ MK                             356 07 34.7
 HZ2170:UTM  16      -  LUTZ 2 AZ MK                             354 24 59.6
 HZ2170
 HZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1623952094(NAD 83)
 HZ2170
 HZ2170|---------------------------------------------------------------------|
 HZ2170| PID    Reference Object                     Distance      Geod. Az  |
 HZ2170|                                                           dddmmss.s |
 HZ2170| HZ2171 LUTZ 1884                             1.878 METERS 00100     |
 HZ2170| CG8866 LUTZ 2 RM 1                          32.059 METERS 13755     |
 HZ2170| CG8867 LUTZ 2 RM 2                          28.200 METERS 24804     |
 HZ2170| HZ2268 POPP                                APPROX.12.9 KM 2753256.2 |
 HZ2170| CG8865 LUTZ 2 AZ MK                                       3551437.7 |
 HZ2170|---------------------------------------------------------------------|
 HZ2170
 HZ2170                          SUPERSEDED SURVEY CONTROL
 HZ2170
 HZ2170  NAD 83(1993)-  38 24 34.33741(N)    085 40 07.10182(W) AD(       ) 1
 HZ2170  NAD 83(1986)-  38 24 34.34029(N)    085 40 07.10836(W) AD(       ) 1
 HZ2170  NAD 27      -  38 24 34.10700(N)    085 40 07.24500(W) AD(       ) 1
 HZ2170
 HZ2170.Superseded values are not recommended for survey control.
 HZ2170
 HZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2170.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2170
 HZ2170_MARKER: DS = TRIANGULATION STATION DISK
 HZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2170_STAMPING: LUTZ 2 1933
 HZ2170_MARK LOGO: CGS
 HZ2170_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2170+STABILITY: SURFACE MOTION
 HZ2170
 HZ2170  HISTORY     - Date     Condition        Report By
 HZ2170  HISTORY     - 1933     MONUMENTED       CGS
 HZ2170  HISTORY     - 1940     GOOD             CGS
 HZ2170  HISTORY     - 1945     SEE DESCRIPTION  CGS
 HZ2170
 HZ2170                          STATION DESCRIPTION
 HZ2170
 HZ2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2170'STATION IS ABOUT 2 MILES SOUTH-SOUTHWEST OF CHARLESTOWN AND ABOUT 210
 HZ2170'YARDS SOUTHEAST OF THE CLARK COUNTY POORHOUSE, IN THE NORTHWEST
 HZ2170'CORNER OF A CULTIVATED FIELD. IT IS 40 FEET EAST OF THE CENTER LINE
 HZ2170'OF THE ROAD, 23 FEET EAST OF WIRE FENCE AND 15 FEET SOUTH OF
 HZ2170'EAST-WEST FENCE LINE. MARK IS 12 INCHES UNDERGROUND.
 HZ2170'
 HZ2170'TO REACH FROM JEFFERSONVILLE, GO TO THE JUNCTION OF U.S. HIGHWAY 31
 HZ2170'AND STATE HIGHWAY 62, WHICH IS 0.7 MILE NORTH OF THE NORTH END OF
 HZ2170'THE MUNICIPAL BRIDGE AT A STANDARD OIL STATION. FOLLOW STATE HIGHWAY
 HZ2170'62 FOR 9.9 MILES TO A GRAVEL ROAD TO EAST AT A CHRISTIAN
 HZ2170'CHURCH. TURN RIGHT ON GRAVEL ROAD AND GO EAST 0.45 MILE TO A WIRE AND
 HZ2170'PIPE GATE. THE STATION IS IN THE CORNER OF THE FIELD JUST
 HZ2170'SOUTHWEST OF THIS GATE.
 HZ2170'
 HZ2170'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HZ2170'BRONZE DISKS SET IN CONCRETE.
 HZ2170'
 HZ2170'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT SOUTH OF WIRE
 HZ2170'FENCE, AND PROJECTS 8 INCHES. REFERENCE MARK NO. 2 IS
 HZ2170'SOUTH-SOUTHWEST OF THE STATION, 2 FEET EAST OF WIRE FENCE, 19 FEET
 HZ2170'EAST OF CENTER LINE OF ROAD, AND PROJECTS 8 INCHES.
 HZ2170'
 HZ2170'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE STATION, 1 FOOT
 HZ2170'WEST OF WIRE FENCE, 28 FEET EAST OF CENTER LINE OF STATE HIGHWAY
 HZ2170'62, 63 FEET NORTH-NORTHEAST OF SOUTHEAST CORNER OF CONCRETE CULVERT,
 HZ2170'AND PROJECTS 8 INCHES.
 HZ2170'
 HZ2170'77-FOOT TOWER REQUIRED TO SEE LINE TO SIMS. ALL OTHER STATIONS
 HZ2170'VISIBLE FROM THE GROUND.
 HZ2170'
 HZ2170'NOTE- THIS STATION MARK REPLACES THE SOUTH REFERENCE FOR LUTZ 1884.
 HZ2170'IT WAS DISCOVERED AFTER THE STATION WAS REMARKED THAT TOWER WAS
 HZ2170'BUILT OVER REFERENCE MARK. THEN ALL MARKS WERE STAMPED LUTZ 2, 1933.
 HZ2170
 HZ2170                          STATION RECOVERY (1940)
 HZ2170
 HZ2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KWW)
 HZ2170'LETTER OF MR. K.W. WYSONG, HANOVER, INDIANA, DATED NOV. 28, 1940.
 HZ2170'
 HZ2170'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE LUTZ 2 AZIMUTH
 HZ2170'MARK. IT WAS RELOCATED 81.5 FEET DIRECTLY TOWARDS STATION LUTZ 2,
 HZ2170'ON THE LINE OF THE AZIMUTH MARK TO THE STATION.
 HZ2170'
 HZ2170'THE PRESENT DESCRIPTION OF THIS AZIMUTH MARK SHOULD READ- IT IS ABOUT
 HZ2170'0.6 MILE NORTHWEST OF THE STATION, 2 FEET WEST OF THE GOVERNMENT
 HZ2170'FENCE, 58 FEET EAST OF THE CENTER LINE OF STATE ROUTE 62, 32.5 FEET
 HZ2170'SOUTHEAST OF THE NORTHEAST CORNER OF THE HEADWALL OF THE
 HZ2170'CONCRETE CULVERT AND PROJECTS ABOUT 6 INCHES.
 HZ2170'
 HZ2170'THE TRIANGULATION STATION IS INSIDE THE GOVERNMENT FENCE WHICH
 HZ2170'ENCLOSES THE POWDER PLANT BEING BUILT BY DUPONT NEAR C
 HZ2170'CHARLESTOWN, INDIANA.
 HZ2170
 HZ2170                          STATION RECOVERY (1945)
 HZ2170
 HZ2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 HZ2170'THIS MARK WAS IN THE HOOSIER ORDNANCE PLANT. THE STATION IS
 HZ2170'DESTROYED. THE MARK WAS FOUND WHERE IT HAD BEEN MOVED OUT TO THE
 HZ2170'CENTER OF THE FIELD. THE CONCRETE OF ONE REFERENCE MARK WAS ALSO
 HZ2170'FOUND WITH THE DISK MISSING. NO OTHER MARKS W WERE FOUND.
 HZ2170'
 HZ2170'A NEW STATION FARM 1947 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1040 ***********************************************************************
 LA1040  DESIGNATION -  LUZADDER
 LA1040  PID         -  LA1040
 LA1040  STATE/COUNTY-  IN/JAY
 LA1040  COUNTRY     -  US
 LA1040  USGS QUAD   -  REDKEY (2019)
 LA1040
 LA1040                         *CURRENT SURVEY CONTROL
 LA1040  ______________________________________________________________________
 LA1040* NAD 83(1997) POSITION- 40 19 28.47060(N) 085 08 58.28782(W)   ADJUSTED
 LA1040* NAVD 88 ORTHO HEIGHT -   301.747 (meters)      989.98  (feet) ADJUSTED
 LA1040  ______________________________________________________________________
 LA1040  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 LA1040  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 LA1040  DYNAMIC HEIGHT  -        301.591 (meters)      989.47  (feet) COMP
 LA1040  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LA1040
 LA1040  HORZ ORDER      -  FIRST
 LA1040  VERT ORDER      -  SECOND    CLASS 0
 LA1040
 LA1040.The horizontal coordinates were established by classical geodetic methods
 LA1040.and adjusted by the National Geodetic Survey in May 1999.
 LA1040
 LA1040.The orthometric height was determined by differential leveling and
 LA1040.adjusted by the NATIONAL GEODETIC SURVEY
 LA1040.in June 1991.
 LA1040
 LA1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1040.GEOID18 height accuracy estimate available here.
 LA1040
 LA1040.Click photographs - Photos may exist for this station.
 LA1040
 LA1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1040
 LA1040.The dynamic height is computed by dividing the NAVD 88
 LA1040.geopotential number by the normal gravity value computed on the
 LA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1040.degrees latitude (g = 980.6199 gals.).
 LA1040
 LA1040.The modeled gravity was interpolated from observed gravity values.
 LA1040
 LA1040. The following values were computed from the NAD 83(1997) position.
 LA1040
 LA1040;                    North         East     Units Scale Factor Converg.
 LA1040;SPC IN E     -   563,684.884   143,949.608   MT  0.99999043   +0 20 04.8
 LA1040;SPC IN E     - 1,849,356.16    472,274.67   sFT  0.99999043   +0 20 04.8
 LA1040;UTM  16      - 4,465,426.046   657,210.125   MT  0.99990424   +1 11 51.8
 LA1040
 LA1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1040!SPC IN E     -   0.99995797  x   0.99999043  =   0.99994840
 LA1040!UTM  16      -   0.99995797  x   0.99990424  =   0.99986221
 LA1040
 LA1040:                Primary Azimuth Mark                     Grid Az
 LA1040:SPC IN E     -  LUZADDER AZ MK                           166 56 11.6
 LA1040:UTM  16      -  LUZADDER AZ MK                           166 04 24.6
 LA1040
 LA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5721065426(NAD 83)
 LA1040
 LA1040|---------------------------------------------------------------------|
 LA1040| PID    Reference Object                     Distance      Geod. Az  |
 LA1040|                                                           dddmmss.s |
 LA1040| CC8848 LUZADDER RM 3                        28.394 METERS 01022     |
 LA1040| LA2340 WINCHESTER GEN GLASS CORP TANK      APPROX.22.6 KM 1372901.0 |
 LA1040| LA2339 WINCHESTER GEN GLASS CORP STK       APPROX.22.5 KM 1373851.3 |
 LA1040| LA2337 WINCHESTER RANDOLPH CO CTHSE        APPROX.22.1 KM 1395103.5 |
 LA1040| LA1043 LUZADDER AZ MK                                     1671616.4 |
 LA1040| LA2071 FARMLAND MUNICIPAL TANK             APPROX.15.4 KM 1720054.5 |
 LA1040| LA1041 LUZADDER RM 1                        55.474 METERS 17306     |
 LA1040| LA2072 PARKER MUNICIPAL TANK               APPROX.15.6 KM 1964846.8 |
 LA1040| LA2059 ALBANY UNUSED PAPER MILL TANK       APPROX. 8.8 KM 2492416.5 |
 LA1040| LA1042 LUZADDER RM 2                        64.359 METERS 27337     |
 LA1040| LA2095 HARTFORD CITY AMER WINDOW STK       APPROX.22.2 KM 3043912.1 |
 LA1040| LA2102 HARTFORD CITY SNEATH GLASS TK       APPROX.24.2 KM 3061001.9 |
 LA1040| LA2093 HARTFORD CITY CO CTHSE STEEPLE      APPROX.23.3 KM 3071843.5 |
 LA1040| LA2069 DUNKIRK MUNICIPAL TANK              APPROX. 7.9 KM 3183850.3 |
 LA1040| LA2060 DUNKIRK HART GLASS CO TANK          APPROX. 6.8 KM 3201410.5 |
 LA1040| LA2061 REDKEY MUNICIPAL TANK               APPROX. 2.8 KM 3543701.5 |
 LA1040|---------------------------------------------------------------------|
 LA1040
 LA1040                          SUPERSEDED SURVEY CONTROL
 LA1040
 LA1040  NAD 83(1995)-  40 19 28.47230(N)    085 08 58.29321(W) AD(       ) 1
 LA1040  NAD 83(1986)-  40 19 28.47285(N)    085 08 58.30010(W) AD(       ) 1
 LA1040  NAD 27      -  40 19 28.32100(N)    085 08 58.40800(W) AD(       ) 1
 LA1040  NGVD 29 (??/??/92)  301.886  (m)          990.44   (f) ADJ UNCH    2 0
 LA1040  NGVD 29             301.89   (m)          990.5    (f) LEVELING    3  
 LA1040
 LA1040.Superseded values are not recommended for survey control.
 LA1040
 LA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1040.See file dsdata.pdf to determine how the superseded data were derived.
 LA1040
 LA1040_MARKER: DS = TRIANGULATION STATION DISK
 LA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1040_STAMPING: LUZADDER 1934
 LA1040_MARK LOGO: CGS
 LA1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1040+STABILITY: SURFACE MOTION
 LA1040
 LA1040  HISTORY     - Date     Condition        Report By
 LA1040  HISTORY     - 1934     MONUMENTED       CGS
 LA1040  HISTORY     - 1947     GOOD             CGS
 LA1040  HISTORY     - 1955     GOOD             CGS
 LA1040
 LA1040                          STATION DESCRIPTION
 LA1040
 LA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1040'1.7 MILES SOUTH OF THE MAIN INTERSECTION IN REDKEY, ON THE WEST SIDE
 LA1040'OF STATE HIGHWAY 1, IN THE NORTHEAST CORNER OF AN OLD ORCHARD, JUST
 LA1040'NORTH OF K.L. LUZADDERS HOUSE, ON LAND OWNED BY MR. LUZADDER, DIRECTLY
 LA1040'ACROSS THE ROAD FROM EVERETT ELLIOTTS HOUSE, 19 FEET WEST OF THE WEST
 LA1040'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 1, 18 FEET SOUTH OF THE NORTH
 LA1040'ORCHARD FENCE, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1040'DISKS SET IN CONCRETE.
 LA1040'
 LA1040'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ACROSS THE ROAD FROM
 LA1040'ELLIOTTS BARN, IN THE WEST RIGHT-OF-WAY FENCE OF STATE HIGHWAY 1,
 LA1040'302.95 FEET SOUTHEAST OF REFERENCE MARK NO. 2, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE NORTH ORCHARD
 LA1040'FENCE, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, AT THE SOUTHEAST
 LA1040'CORNER OF A SMALL PASTURE LOT, IN THE NORTH RIGHT-OF-WAY FENCE OF AN
 LA1040'EAST-WEST GRAVEL CROSS ROAD, 160 FEET EAST OF THE CENTER LINE OF STATE
 LA1040'HIGHWAY 1, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 LA1040
 LA1040                          STATION RECOVERY (1947)
 LA1040
 LA1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1040'1.8 MI S FROM RED KEY.
 LA1040'1.75 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 LA1040'AT RED KEY, ABOUT 0.2 MILE NORTH OF THE INTERSECTION OF A
 LA1040'BLACK TOP ROAD, ACROSS THE HIGHWAY FROM A TWO STORY WHITE ASBESTOS
 LA1040'SHINGLE FARM HOUSE, 140 FEET WEST AND ACROSS THE HIGHWAY FROM
 LA1040'THE CENTER OF THE CONCRETE STEPS TO THE HOUSE, 47 FEET WEST
 LA1040'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTHWEST OF A
 LA1040'T FENCE CORNER POST, 19 FEET SOUTH OF THE FENCE LINE LEADING
 LA1040'WEST, 19 FEE WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 2 FEET
 LA1040'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE
 LA1040'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1040'3 INCHES.
 LA1040
 LA1040                          STATION RECOVERY (1955)
 LA1040
 LA1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1040'THE STATION, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 LA1040'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND A
 LA1040'DIFFERENCE IN DIRECTION WAS NOTED TO THE AZIMUTH MARK.  A NEW
 LA1040'REFERENCE MARK (REFERENCE MARK 3) WAS ESTABLISHED.  FOLLOWING IS A
 LA1040'COMPLETE NEW DESCRIPTION-
 LA1040'
 LA1040'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF RED KEY, ON LAND NOW
 LA1040'OWNED BY FLOYD STEPHENSON.  IT IS 48 FEET WEST OF THE CENTER OF STATE
 LA1040'HIGHWAY 1, 19 FEET WEST OF A FENCE, AND 3 FEET NORTH OF A 4 BY 4 INCH
 LA1040'WHITE WITNESS POST.
 LA1040'
 LA1040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 67 IN
 LA1040'RED KEY, GO SOUTH ON STATE HIGHWAY 1 FOR 1.7 MILES TO THE STATION ON
 LA1040'THE RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH
 LA1040'MARK ON THE LEFT.
 LA1040'
 LA1040'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LUZADDER
 LA1040'1934.
 LA1040'
 LA1040'REFERENCE MARK 1 IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1
 LA1040'FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LA1040'STAMPED LUZADDER NO 1 1934.
 LA1040'
 LA1040'REFERENCE MARK 3 IS 29 FEET WEST OF THE CENTER OF THE HIGHWAY AND 3
 LA1040'FEET WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA1040'STAMPED LUZADDER NO 3 1934.
 LA1040'
 LA1040'THE AZIMUTH MARK IS ABOUT 160 FEET EAST OF STATE HIGHWAY 1, 19 FEET
 LA1040'NORTH OF THE CENTER OF A PAVED ROAD, 2 FEET NORTH OF A 4 BY 4 INCH
 LA1040'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4
 LA1040'INCHES AND THE DISK IS STAMPED LUZADDER 1934.
 LA1040'
 LA1040'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1043 ***********************************************************************
 LA1043  DESIGNATION -  LUZADDER AZ MK
 LA1043  PID         -  LA1043
 LA1043  STATE/COUNTY-  IN/JAY
 LA1043  COUNTRY     -  US
 LA1043  USGS QUAD   -  REDKEY (2019)
 LA1043
 LA1043                         *CURRENT SURVEY CONTROL
 LA1043  ______________________________________________________________________
 LA1043* NAD 83(1986) POSITION- 40 19 19.     (N) 085 08 55.     (W)   SCALED
 LA1043* NAVD 88 ORTHO HEIGHT -   296.923 (meters)      974.15  (feet) ADJUSTED
 LA1043  ______________________________________________________________________
 LA1043  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 LA1043  DYNAMIC HEIGHT  -        296.769 (meters)      973.65  (feet) COMP
 LA1043  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 LA1043
 LA1043  VERT ORDER      -  SECOND    CLASS 0
 LA1043
 LA1043.The horizontal coordinates were scaled from a map and have
 LA1043.an estimated accuracy of +/- 6 seconds.
 LA1043
 LA1043.The orthometric height was determined by differential leveling and
 LA1043.adjusted by the NATIONAL GEODETIC SURVEY
 LA1043.in June 1991.
 LA1043
 LA1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1043.GEOID18 height accuracy estimate available here.
 LA1043
 LA1043.Click photographs - Photos may exist for this station.
 LA1043
 LA1043.The dynamic height is computed by dividing the NAVD 88
 LA1043.geopotential number by the normal gravity value computed on the
 LA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1043.degrees latitude (g = 980.6199 gals.).
 LA1043
 LA1043.The modeled gravity was interpolated from observed gravity values.
 LA1043
 LA1043;                    North         East    Units  Estimated Accuracy
 LA1043;SPC IN E     -   563,390.      144,030.      MT  (+/- 180 meters Scaled)
 LA1043
 LA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK572651(NAD 83)
 LA1043
 LA1043                          SUPERSEDED SURVEY CONTROL
 LA1043
 LA1043  NGVD 29 (??/??/92)  297.062  (m)          974.61   (f) ADJ UNCH    2 0
 LA1043
 LA1043.Superseded values are not recommended for survey control.
 LA1043
 LA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1043.See file dsdata.pdf to determine how the superseded data were derived.
 LA1043
 LA1043_MARKER: DZ = AZIMUTH MARK DISK
 LA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1043_STAMPING: LUZADDER 1934
 LA1043_MARK LOGO: CGS
 LA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1043+STABILITY: SURFACE MOTION
 LA1043
 LA1043  HISTORY     - Date     Condition        Report By
 LA1043  HISTORY     - 1934     MONUMENTED       CGS
 LA1043  HISTORY     - 1947     GOOD             CGS
 LA1043
 LA1043                          STATION DESCRIPTION
 LA1043
 LA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1043'2 MI S FROM RED KEY.
 LA1043'1.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1043'RED KEY, AT THE INTERSECTION OF A BLACK TOP ROAD, 163 FEET EAST
 LA1043'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER
 LA1043'LINE OF THE BLACK TOP ROAD, 118 FEET SOUTH OF A LONE 8-INCH TREE
 LA1043'IN A PASTURE, 1 FOOT SOUTH OF A FENCE LINE, IN LINE WITH A ROW
 LA1043'OF TELEPHONE POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1043'ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1043'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1041 ***********************************************************************
 LA1041  DESIGNATION -  LUZADDER RM 1
 LA1041  PID         -  LA1041
 LA1041  STATE/COUNTY-  IN/JAY
 LA1041  COUNTRY     -  US
 LA1041  USGS QUAD   -  REDKEY (2019)
 LA1041
 LA1041                         *CURRENT SURVEY CONTROL
 LA1041  ______________________________________________________________________
 LA1041* NAD 83(1986) POSITION- 40 19 26.68   (N) 085 08 58.01   (W)   HD_HELD1
 LA1041* NAVD 88 ORTHO HEIGHT -   300.677 (meters)      986.47  (feet) ADJUSTED
 LA1041  ______________________________________________________________________
 LA1041  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 LA1041  DYNAMIC HEIGHT  -        300.521 (meters)      985.96  (feet) COMP
 LA1041  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LA1041
 LA1041  VERT ORDER      -  SECOND    CLASS 0
 LA1041
 LA1041.The horizontal coordinates were determined by differentially corrected
 LA1041.hand held GPS observations or other comparable positioning techniques
 LA1041.and have an estimated accuracy of +/- 3 meters.
 LA1041
 LA1041.The orthometric height was determined by differential leveling and
 LA1041.adjusted by the NATIONAL GEODETIC SURVEY
 LA1041.in June 1991.
 LA1041
 LA1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1041.GEOID18 height accuracy estimate available here.
 LA1041
 LA1041.Click photographs - Photos may exist for this station.
 LA1041
 LA1041.The dynamic height is computed by dividing the NAVD 88
 LA1041.geopotential number by the normal gravity value computed on the
 LA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1041.degrees latitude (g = 980.6199 gals.).
 LA1041
 LA1041.The modeled gravity was interpolated from observed gravity values.
 LA1041
 LA1041;                    North         East    Units  Estimated Accuracy
 LA1041;SPC IN E     -   563,629.7     143,956.5     MT  (+/- 3 meters HH1 GPS) 
 LA1041
 LA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5721765370(NAD 83)
 LA1041
 LA1041                          SUPERSEDED SURVEY CONTROL
 LA1041
 LA1041  NGVD 29 (??/??/92)  300.816  (m)          986.93   (f) ADJ UNCH    2 0
 LA1041
 LA1041.Superseded values are not recommended for survey control.
 LA1041
 LA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1041.See file dsdata.pdf to determine how the superseded data were derived.
 LA1041
 LA1041_MARKER: DR = REFERENCE MARK DISK
 LA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1041_STAMPING: LUZADDER NO 1 1934
 LA1041_MARK LOGO: CGS
 LA1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1041+STABILITY: SURFACE MOTION
 LA1041
 LA1041  HISTORY     - Date     Condition        Report By
 LA1041  HISTORY     - 1934     MONUMENTED       CGS
 LA1041  HISTORY     - 1947     GOOD             CGS
 LA1041
 LA1041                          STATION DESCRIPTION
 LA1041
 LA1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1041'1.8 MI S FROM RED KEY.
 LA1041'1.75 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1041'RED KEY, 0.2 MILE NORTH OF THE INTERSECTION OF A BLACK TOP ROAD,
 LA1041'180 FEET SOUTH OF THE STATION MARK, ALONG THE WEST RIGHT-OF-WAY
 LA1041'FENCE, 68 FEET WEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 LA1041'CORNER OF A RED BARN, 199 FEET SOUTH OF A T FENCE CORNER POST,
 LA1041'28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTH OF
 LA1041'A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE, 2 FEET WEST OF A
 LA1041'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET
 LA1041'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1042 ***********************************************************************
 LA1042  DESIGNATION -  LUZADDER RM 2
 LA1042  PID         -  LA1042
 LA1042  STATE/COUNTY-  IN/JAY
 LA1042  COUNTRY     -  US
 LA1042  USGS QUAD   -  REDKEY (2019)
 LA1042
 LA1042                         *CURRENT SURVEY CONTROL
 LA1042  ______________________________________________________________________
 LA1042* NAD 83(1986) POSITION- 40 19 28.60   (N) 085 09 01.01   (W)   HD_HELD1
 LA1042* NAVD 88 ORTHO HEIGHT -   300.591 (meters)      986.19  (feet) ADJUSTED
 LA1042  ______________________________________________________________________
 LA1042  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 LA1042  DYNAMIC HEIGHT  -        300.435 (meters)      985.68  (feet) COMP
 LA1042  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 LA1042
 LA1042  VERT ORDER      -  SECOND    CLASS 0
 LA1042
 LA1042.The horizontal coordinates were determined by differentially corrected
 LA1042.hand held GPS observations or other comparable positioning techniques
 LA1042.and have an estimated accuracy of +/- 3 meters.
 LA1042
 LA1042.The orthometric height was determined by differential leveling and
 LA1042.adjusted by the NATIONAL GEODETIC SURVEY
 LA1042.in June 1991.
 LA1042
 LA1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1042.GEOID18 height accuracy estimate available here.
 LA1042
 LA1042.Click photographs - Photos may exist for this station.
 LA1042
 LA1042.The dynamic height is computed by dividing the NAVD 88
 LA1042.geopotential number by the normal gravity value computed on the
 LA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1042.degrees latitude (g = 980.6199 gals.).
 LA1042
 LA1042.The modeled gravity was interpolated from observed gravity values.
 LA1042
 LA1042;                    North         East    Units  Estimated Accuracy
 LA1042;SPC IN E     -   563,688.5     143,885.3     MT  (+/- 3 meters HH1 GPS) 
 LA1042
 LA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5714565428(NAD 83)
 LA1042
 LA1042                          SUPERSEDED SURVEY CONTROL
 LA1042
 LA1042  NGVD 29 (??/??/92)  300.730  (m)          986.65   (f) ADJ UNCH    2 0
 LA1042
 LA1042.Superseded values are not recommended for survey control.
 LA1042
 LA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1042.See file dsdata.pdf to determine how the superseded data were derived.
 LA1042
 LA1042_MARKER: DR = REFERENCE MARK DISK
 LA1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1042_STAMPING: LUZADDER NO 2 1934
 LA1042_MARK LOGO: CGS
 LA1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1042+STABILITY: SURFACE MOTION
 LA1042
 LA1042  HISTORY     - Date     Condition        Report By
 LA1042  HISTORY     - 1934     MONUMENTED       CGS
 LA1042  HISTORY     - 1947     GOOD             CGS
 LA1042
 LA1042                          STATION DESCRIPTION
 LA1042
 LA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1042'1.8 MI S FROM RED KEY.
 LA1042'1.75 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1042'RED KEY, 0.2 MILE NORTH OF THE INTERSECTION OF A BLACK TOP ROAD,
 LA1042'210 FEET WEST OF THE STATION MARK, 257 FEET WEST OF THE CENTER LINE
 LA1042'OF THE HIGHWAY, ALONG A FENCE BETWEEN A PASTURE AND A CULTIVATED
 LA1042'FIELD, 142 FEET NORTHWEST OF A 14-INCH TREE, 66 FEET EAST OF A
 LA1042'FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST
 LA1042'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 LA1042'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2245 ***********************************************************************
 ME2245  DESIGNATION -  LYDICK
 ME2245  PID         -  ME2245
 ME2245  STATE/COUNTY-  IN/ST JOSEPH
 ME2245  COUNTRY     -  US
 ME2245  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2245
 ME2245                         *CURRENT SURVEY CONTROL
 ME2245  ______________________________________________________________________
 ME2245* NAD 83(1997) POSITION- 41 42 07.78287(N) 086 21 21.49348(W)   ADJUSTED
 ME2245* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 ME2245  ______________________________________________________________________
 ME2245  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 ME2245  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 ME2245  HORZ ORDER      -  SECOND
 ME2245
 ME2245.The horizontal coordinates were established by classical geodetic methods
 ME2245.and adjusted by the National Geodetic Survey in May 1999.
 ME2245
 ME2245.The orthometric height was scaled from a topographic map.
 ME2245
 ME2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2245.GEOID18 height accuracy estimate available here.
 ME2245
 ME2245.Click photographs - Photos may exist for this station.
 ME2245
 ME2245.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2245
 ME2245. The following values were computed from the NAD 83(1997) position.
 ME2245
 ME2245;                    North         East     Units Scale Factor Converg.
 ME2245;SPC IN E     -   716,767.789    42,626.877   MT  1.00000716   -0 27 30.9
 ME2245;SPC IN E     - 2,351,595.65    139,851.68   sFT  1.00000716   -0 27 30.9
 ME2245;UTM  16      - 4,616,908.817   553,585.125   MT  0.99963533   +0 25 42.4
 ME2245
 ME2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2245!SPC IN E     -   0.99996485  x   1.00000716  =   0.99997201
 ME2245!UTM  16      -   0.99996485  x   0.99963533  =   0.99960019
 ME2245
 ME2245:                Primary Azimuth Mark                     Grid Az
 ME2245:SPC IN E     -  LYDICK AZ MK                             111 59 40.6
 ME2245:UTM  16      -  LYDICK AZ MK                             111 06 27.3
 ME2245
 ME2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5358516908(NAD 83)
 ME2245
 ME2245|---------------------------------------------------------------------|
 ME2245| PID    Reference Object                     Distance      Geod. Az  |
 ME2245|                                                           dddmmss.s |
 ME2245| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX. 9.7 KM 0892319.5 |
 ME2245| ME2238 BENDIX FLD ST JOSEPH APT BCN        APPROX. 3.6 KM 0920816.7 |
 ME2245| CM3074 LYDICK AZ MK                                       1113209.7 |
 ME2245| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX. 5.3 KM 1124224.7 |
 ME2245| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX.11.0 KM 1150210.9 |
 ME2245| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX.15.2 KM 1200638.8 |
 ME2245| ME2204 S BEND RADIO STA WSBT MAST 1        APPROX.15.0 KM 1291551.3 |
 ME2245| ME2205 S BEND RADIO STA WSBT MAST 2        APPROX.14.8 KM 1292336.8 |
 ME2245| ME2206 S BEND RADIO STA WSBT MAST 3        APPROX.14.9 KM 1293627.4 |
 ME2245| ME2207 S BEND RADIO STA WSBT MAST 4        APPROX.14.9 KM 1294907.8 |
 ME2245| ME2203 S BEND RADIO STA WSBT MAST 5        APPROX.15.0 KM 1300145.8 |
 ME2245| CM3076 LYDICK RM 2                                        19457     |
 ME2245| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX.13.1 KM 2723330.0 |
 ME2245| CM3075 LYDICK RM 1                          25.714 METERS 34616     |
 ME2245|---------------------------------------------------------------------|
 ME2245
 ME2245                          SUPERSEDED SURVEY CONTROL
 ME2245
 ME2245  NAD 83(1994)-  41 42 07.78445(N)    086 21 21.49606(W) AD(       ) 2
 ME2245  NAD 83(1986)-  41 42 07.78507(N)    086 21 21.49809(W) AD(       ) 2
 ME2245  NAD 27      -  41 42 07.61070(N)    086 21 21.45870(W) AD(       ) 2
 ME2245
 ME2245.Superseded values are not recommended for survey control.
 ME2245
 ME2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2245.See file dsdata.pdf to determine how the superseded data were derived.
 ME2245
 ME2245_MARKER: DS = TRIANGULATION STATION DISK
 ME2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2245_STAMPING: LYDICK 1952
 ME2245_MARK LOGO: CGS
 ME2245_PROJECTION: RECESSED 30 CENTIMETERS
 ME2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2245+STABILITY: SURFACE MOTION
 ME2245
 ME2245  HISTORY     - Date     Condition        Report By
 ME2245  HISTORY     - 1952     MONUMENTED       CGS
 ME2245  HISTORY     - 1958     GOOD             CGS
 ME2245
 ME2245                          STATION DESCRIPTION
 ME2245
 ME2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2245'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF SOUTH BEND AND ABOUT
 ME2245'1-1/2 MILE NORTHEAST OF LYDICK ON PROPERTY OWNED BY EDGAR O. SMITH.
 ME2245'
 ME2245'IT IS 26 FEET EAST OF A 24 INCH CHERRY TREE AND 21 FEET EAST OF A
 ME2245'NORTH-SOUTH FENCELINE AND A WHITE WITNESS POST.  THE MARK IS
 ME2245'UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED LYDICK 1952.
 ME2245'
 ME2245'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE 24 INCH CHERRY TREE AND 2
 ME2245'FEET EAST OF THE NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 6 INCHES
 ME2245'AND THE DISK IS STAMPED LYDICK NO 1 1952.
 ME2245'
 ME2245'REFERENCE MARK NO. 2 IS 80 FEET SOUTH OF THE 24 INCH CHERRY TREE AND 1
 ME2245'FOOT EAST OF THE NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 6 INCHES
 ME2245'AND THE DISK IS STAMPED LYDICK NO 2 1952.
 ME2245'
 ME2245'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 11 FEET
 ME2245'SOUTH OF THE CENTER OF A FARM ROAD, 2 FEET WEST OF A WHITE WITNESS
 ME2245'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE MARK PROJECTS 6
 ME2245'INCHES AND THE DISK IS STAMPED LYDICK 1952.
 ME2245'
 ME2245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 123 AT
 ME2245'THE WEST CITY LIMITS OF SOUTH BEND, GO NORTH ON STATE HIGHWAY 123 FOR
 ME2245'1.4 MILE TO EDISON ROAD, TURN LEFT AND GO WEST ON EDISON ROAD FOR 1.5
 ME2245'MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.5 MILES TO
 ME2245'A FARM ROAD LEFT AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN
 ME2245'LEFT ON FARM ROAD AND GO WEST FOR 0.25 MILE.  FROM THIS POINT GO NORTH
 ME2245'ALONG A NORTH-SOUTH FENCELINE, UP HILL, ACROSS AN OPEN FIELD FOR ABOUT
 ME2245'0.1 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 ME2245'
 ME2245'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 ME2245
 ME2245                          STATION RECOVERY (1958)
 ME2245
 ME2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2245'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH WERE
 ME2245'RECOVERED AS DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2023 ***********************************************************************
 JA2023  DESIGNATION -  LYLES
 JA2023  PID         -  JA2023
 JA2023  STATE/COUNTY-  IN/GIBSON
 JA2023  COUNTRY     -  US
 JA2023  USGS QUAD   -  OWENSVILLE (2019)
 JA2023
 JA2023                         *CURRENT SURVEY CONTROL
 JA2023  ______________________________________________________________________
 JA2023* NAD 83(1997) POSITION- 38 21 21.71212(N) 087 39 22.53902(W)   ADJUSTED
 JA2023* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 JA2023  ______________________________________________________________________
 JA2023  GEOID HEIGHT    -        -31.381 (meters)                     GEOID18
 JA2023  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 JA2023  HORZ ORDER      -  SECOND
 JA2023
 JA2023.The horizontal coordinates were established by classical geodetic methods
 JA2023.and adjusted by the National Geodetic Survey in May 1999.
 JA2023
 JA2023.The orthometric height was scaled from a topographic map.
 JA2023
 JA2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2023.GEOID18 height accuracy estimate available here.
 JA2023
 JA2023.Click photographs - Photos may exist for this station.
 JA2023
 JA2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2023
 JA2023. The following values were computed from the NAD 83(1997) position.
 JA2023
 JA2023;                    North         East     Units Scale Factor Converg.
 JA2023;SPC IN W     -   345,167.479   849,924.101   MT  0.99999754   -0 21 19.9
 JA2023;SPC IN W     - 1,132,436.97  2,788,459.32   sFT  0.99999754   -0 21 19.9
 JA2023;UTM  16      - 4,245,522.392   442,661.435   MT  0.99964049   -0 24 26.1
 JA2023
 JA2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2023!SPC IN W     -   0.99998345  x   0.99999754  =   0.99998099
 JA2023!UTM  16      -   0.99998345  x   0.99964049  =   0.99962395
 JA2023
 JA2023:                Primary Azimuth Mark                     Grid Az
 JA2023:SPC IN W     -  PRINCETON SOUTHERN RR SHOPS TK           100 36 46.7
 JA2023:UTM  16      -  PRINCETON SOUTHERN RR SHOPS TK           100 39 52.9
 JA2023
 JA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4266145522(NAD 83)
 JA2023
 JA2023|---------------------------------------------------------------------|
 JA2023| PID    Reference Object                     Distance      Geod. Az  |
 JA2023|                                                           dddmmss.s |
 JA2023| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX. 8.2 KM 1001526.8 |
 JA2023| JA2022 OWENSVILLE MUNICIPAL TANK           APPROX. 9.8 KM 1975329.3 |
 JA2023| JA2024 LYLES RM 1                           22.078 METERS 30448     |
 JA2023|---------------------------------------------------------------------|
 JA2023
 JA2023                          SUPERSEDED SURVEY CONTROL
 JA2023
 JA2023  NAD 83(1993)-  38 21 21.71924(N)    087 39 22.53906(W) AD(       ) 2
 JA2023  NAD 83(1986)-  38 21 21.72142(N)    087 39 22.53998(W) AD(       ) 2
 JA2023  NAD 27      -  38 21 21.56390(N)    087 39 22.44881(W) AD(       ) 2
 JA2023
 JA2023.Superseded values are not recommended for survey control.
 JA2023
 JA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2023.See file dsdata.pdf to determine how the superseded data were derived.
 JA2023
 JA2023_MARKER: DS = TRIANGULATION STATION DISK
 JA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2023_STAMPING: LYLES 1967
 JA2023_MARK LOGO: CGS
 JA2023_PROJECTION: PROJECTING 3 CENTIMETERS
 JA2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2023+STABILITY: SURFACE MOTION
 JA2023
 JA2023  HISTORY     - Date     Condition        Report By
 JA2023  HISTORY     - 1967     MONUMENTED       CGS
 JA2023  HISTORY     - 1974     GOOD             BRADY
 JA2023
 JA2023                          STATION DESCRIPTION
 JA2023
 JA2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2023'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MT CARMEL, ILLINOIS, 5
 JA2023'MILES SOUTHWEST OF PATOKA, 4.5 MILES WEST OF PRINCETON AND ON THE
 JA2023'NORTH SIDE OF STATE HIGHWAYS 64 AND 65 ON A HIGH EMBANKMENT.
 JA2023'
 JA2023'TO REACH FROM THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE IN
 JA2023'PRINCETON, GO WEST ON STATE HIGHWAYS 64 AND 65 FOR 1.55 MILES TO THE
 JA2023'JUNCTION OF U S HIGHWAY 41.  CONTINUE AHEAD WEST ON STATE HIGHWAYS 64
 JA2023'AND 65 FOR 3.15 MILES TO THE SOUTHERN INDIANA TRUCK SALES ON LEFT AND
 JA2023'STATION ON RIGHT AS DESCRIBED.
 JA2023'
 JA2023'STATION MARK, STAMPED LYLES 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 JA2023'WHICH PROJECTS ABOUT 1 INCH.  IT IS 246 FEET NORTH OF THE NORTHEAST
 JA2023'CORNER OF THE SOUTHERN INDIANA TRUCK SALES BUILDING, 88 FEET NORTH OF
 JA2023'CENTER OF STATE HIGHWAYS 64 AND 65, 66.2 FEET WEST OF POWER LINE POLE,
 JA2023'62.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE AND 16.8 FEET
 JA2023'NORTHWEST OF THE METAL WITNESS POST.
 JA2023'
 JA2023'RM 1, STAMPED LYLES NO 1 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 JA2023'WHICH PROJECTS ABOUT 8 INCHES.  IT IS 124 FEET NORTHEAST OF A POWER
 JA2023'LINE POLE WITH A TRANSFORMER, 42 FEET SOUTHWEST OF THE SOUTHWEST
 JA2023'CORNER OF HOUSE AND 2.9 FEET SOUTH OF A METAL WITNESS POST.
 JA2023'
 JA2023'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA2023
 JA2023                          STATION RECOVERY (1974)
 JA2023
 JA2023'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 JA2023'LYLRS 1967 RECOVERED GOOD.  LYLES 1967 (AZMK) RECOVERED GOOD.  LYLES
 JA2023'NO 1 1967 RECOVERED GOOD.  DISTANCE AND DIRECTION FROM NEAREST
 JA2023'TOWN--4-1/2 M. W. OF PRINCETON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1993 ***********************************************************************
 JA1993  DESIGNATION -  LYNN
 JA1993  PID         -  JA1993
 JA1993  STATE/COUNTY-  IN/WARRICK
 JA1993  COUNTRY     -  US
 JA1993  USGS QUAD   -  LYNNVILLE (2019)
 JA1993
 JA1993                         *CURRENT SURVEY CONTROL
 JA1993  ______________________________________________________________________
 JA1993* NAD 83(1997) POSITION- 38 12 01.03426(N) 087 16 01.82726(W)   ADJUSTED
 JA1993* NAVD 88 ORTHO HEIGHT -   170.    (meters)      558.    (feet) SCALED
 JA1993  ______________________________________________________________________
 JA1993  GEOID HEIGHT    -        -31.603 (meters)                     GEOID18
 JA1993  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 JA1993  HORZ ORDER      -  THIRD
 JA1993
 JA1993.The horizontal coordinates were established by classical geodetic methods
 JA1993.and adjusted by the National Geodetic Survey in May 1999.
 JA1993
 JA1993.The orthometric height was scaled from a topographic map.
 JA1993
 JA1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1993.GEOID18 height accuracy estimate available here.
 JA1993
 JA1993.Click photographs - Photos may exist for this station.
 JA1993
 JA1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1993
 JA1993. The following values were computed from the NAD 83(1997) position.
 JA1993
 JA1993;                    North         East     Units Scale Factor Converg.
 JA1993;SPC IN W     -   327,740.825   883,897.346   MT  0.99996986   -0 06 49.3
 JA1993;SPC IN W     - 1,075,263.02  2,899,919.88   sFT  0.99996986   -0 06 49.3
 JA1993;UTM  16      - 4,228,071.421   476,606.737   MT  0.99960674   -0 09 54.8
 JA1993
 JA1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1993!SPC IN W     -   0.99997830  x   0.99996986  =   0.99994816
 JA1993!UTM  16      -   0.99997830  x   0.99960674  =   0.99958505
 JA1993
 JA1993:                Primary Azimuth Mark                     Grid Az
 JA1993:SPC IN W     -  CHAPMAN                                  043 07 01.6
 JA1993:UTM  16      -  CHAPMAN                                  043 10 07.1
 JA1993
 JA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7660628071(NAD 83)
 JA1993
 JA1993|---------------------------------------------------------------------|
 JA1993| PID    Reference Object                     Distance      Geod. Az  |
 JA1993|                                                           dddmmss.s |
 JA1993| JA1992 CHAPMAN                             APPROX. 2.8 KM 0430012.3 |
 JA1993| CG8870 LYNN RM 3                            26.823 METERS 13958     |
 JA1993| CG8868 LYNN RM 1                            23.592 METERS 17923     |
 JA1993| CG8869 LYNN RM 2                            42.398 METERS 27158     |
 JA1993|---------------------------------------------------------------------|
 JA1993
 JA1993                          SUPERSEDED SURVEY CONTROL
 JA1993
 JA1993  NAD 83(1993)-  38 12 01.03821(N)    087 16 01.82735(W) AD(       ) 3
 JA1993  NAD 83(1986)-  38 12 01.04275(N)    087 16 01.82929(W) AD(       ) 3
 JA1993  NAD 27      -  38 12 00.86600(N)    087 16 01.80400(W) AD(       ) 3
 JA1993
 JA1993.Superseded values are not recommended for survey control.
 JA1993
 JA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1993.See file dsdata.pdf to determine how the superseded data were derived.
 JA1993
 JA1993_MARKER: DS = TRIANGULATION STATION DISK
 JA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1993_STAMPING: LYNN 1946
 JA1993_MARK LOGO: CGS
 JA1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1993+STABILITY: SURFACE MOTION
 JA1993
 JA1993  HISTORY     - Date     Condition        Report By
 JA1993  HISTORY     - 1946     MONUMENTED       CGS
 JA1993  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 JA1993  HISTORY     - 1978     SEE DESCRIPTION  NGS
 JA1993
 JA1993                          STATION DESCRIPTION
 JA1993
 JA1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1993'THE STATION IS LOCATED 1.65 MILES EAST ALONG STATE HIGHWAY 68 FROM THE
 JA1993'JUNCTION OF STATE HIGHWAYS 61 AND 68 IN LYNNVILLE, 42 FEET NORTH OR
 JA1993'THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF A TELEPHONE POLE AND IS
 JA1993'LOCATED ACROSS THE HIGHWAY DIRECTLY OPPOSITE POWER POLE NO 25010 AND
 JA1993'IS ON THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 1 INCH
 JA1993'AND THE DISK IS STAMPED LYNN 1946.
 JA1993'
 JA1993'REFERENCE MARK NO 1 IS 77.40 FEET SOUTH OF THE STATION, 36 FEET SOUTH
 JA1993'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A FENCELINE AND 3
 JA1993'FEET NORTHWEST OF A POWER POLE NO 25010.  THE MARK PROJECTS 3 INCHES
 JA1993'AND THE DISK IS STAMPED LYNN NO 1 1946.
 JA1993'
 JA1993'REFERENCE MARK NO 2 IS 139.11 FEET WEST OF THE STATION, 44 FEET NORTH
 JA1993'OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF A TELEPHONE POLE AND
 JA1993'3 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE
 JA1993'DISK IS STAMPED LYNN NO 2 1946.
 JA1993'
 JA1993'STATION SCAPMAN USED AS AZI.  HEIGHT OF LIGHT ABOVE STATION MARK 4
 JA1993'METERS.
 JA1993
 JA1993                          STATION RECOVERY (1977)
 JA1993
 JA1993'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (DWD)
 JA1993'LYNN 1946 MARK HAS BEEN DISPLACED AND IS NOT USEABLE.  REF. MARK NO. 2
 JA1993'IS IN GOOD CONDITION.  REF. MARK NO. 1 HAS BEEN DESTROYED BY
 JA1993'INTERSTATE HIGHWAY AND POWER LINE RELOCATION.  DISTANCE AND DIRECTION
 JA1993'FROM NEAREST TOWN--1.65 MILES EAST ALONG ST. HIGHWAY 68 FROM
 JA1993'LYNNVILLE, IN.
 JA1993
 JA1993                          STATION RECOVERY (1978)
 JA1993
 JA1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1993'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 JA1993'CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING AND WAS RESET
 JA1993'HOLDING THE UNDERGROUND POINT.  REFERENCE MARK 1 WAS NOT FOUND AND
 JA1993'ASSUMED DESTROYED AND REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 JA1993'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 JA1993'
 JA1993'THE STATION IS LOCATED ON THE PROPERTY OF MR. WILLIAM WEYERBACHER,
 JA1993'ROUTE NO. 1, BOX 135, LYNNVILLE, INDIANA, 80 FEET NORTH OF POWER POLE
 JA1993'NO. Y 64-13, 43 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 68, 125
 JA1993'FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS
 JA1993'24 INCHES UNDERGROUND AND THE DISK IS STAMPED LYNN 1946 1978.
 JA1993'
 JA1993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 68 AT
 JA1993'LYNNVILLE, GO EAST ON HIGHWAY 68 FOR 1.65 MILES TO THE STATION ON THE
 JA1993'LEFT.
 JA1993'
 JA1993'REFERENCE MARK 2 IS 10 FEET NORTHWEST OF UTILITY POLE NO. 73-139, 24
 JA1993'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 45 FEET NORTH OF THE
 JA1993'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JA1993'DISK IS STAMPED LYNN NO 2 1946.
 JA1993'
 JA1993'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 JA1993'MAGNETS, PROJECTING 3 INCHES, STAMPED LYNN 1946 NO 3 1978, 24 FEET
 JA1993'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET NORTHEAST OF POWER
 JA1993'POLE NO. Y 64-13, 1 FOOT WEST OF A METAL WITNESS POST, AND 56 FEET
 JA1993'NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 64.
 JA1993'
 JA1993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES EAST
 JA1993'OF LYNNVILLE.
 JA1993'
 JA1993'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2336 ***********************************************************************
 LA2336  DESIGNATION -  LYNN MUNICIPAL TANK
 LA2336  PID         -  LA2336
 LA2336  STATE/COUNTY-  IN/RANDOLPH
 LA2336  COUNTRY     -  US
 LA2336  USGS QUAD   -  LYNN (2019)
 LA2336
 LA2336                         *CURRENT SURVEY CONTROL
 LA2336  ______________________________________________________________________
 LA2336* NAD 83(1997) POSITION- 40 02 57.54971(N) 084 56 26.69532(W)   ADJUSTED
 LA2336  ______________________________________________________________________
 LA2336  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 LA2336  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 LA2336  HORZ ORDER      -  THIRD
 LA2336
 LA2336.The horizontal coordinates were established by classical geodetic methods
 LA2336.and adjusted by the National Geodetic Survey in May 1999.
 LA2336
 LA2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2336.GEOID18 height accuracy estimate available here.
 LA2336
 LA2336.Click photographs - Photos may exist for this station.
 LA2336
 LA2336.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2336
 LA2336. The following values were computed from the NAD 83(1997) position.
 LA2336
 LA2336;                    North         East     Units Scale Factor Converg.
 LA2336;SPC IN E     -   533,246.128   161,942.539   MT  1.00001388   +0 28 01.6
 LA2336;SPC IN E     - 1,749,491.67    531,306.48   sFT  1.00001388   +0 28 01.6
 LA2336;SPC OH S     -   230,323.753   391,749.775   MT  1.00000320   -1 32 55.3
 LA2336;SPC OH S     -   755,653.85  1,285,265.72   sFT  1.00000320   -1 32 55.3
 LA2336;UTM  16      - 4,435,262.805   675,657.130   MT  0.99997986   +1 19 31.3
 LA2336
 LA2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7565735262(NAD 83)
 LA2336
 LA2336                          SUPERSEDED SURVEY CONTROL
 LA2336
 LA2336  NAD 83(1995)-  40 02 57.54914(N)    084 56 26.69580(W) AD(       ) 3
 LA2336  NAD 83(1986)-  40 02 57.55483(N)    084 56 26.70088(W) AD(       ) 3
 LA2336  NAD 27      -  40 02 57.38000(N)    084 56 26.82000(W) AD(       ) 3
 LA2336
 LA2336.Superseded values are not recommended for survey control.
 LA2336
 LA2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2336.See file dsdata.pdf to determine how the superseded data were derived.
 LA2336
 LA2336_MARKER: 51 = TANK
 LA2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2336+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 LA2336
 LA2336  HISTORY     - Date     Condition        Report By
 LA2336  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2336  HISTORY     - 20060125 GOOD             GEOCAC
 LA2336
 LA2336                          STATION DESCRIPTION
 LA2336
 LA2336'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1805 ***********************************************************************
 JA1805  DESIGNATION -  LYONS
 JA1805  PID         -  JA1805
 JA1805  STATE/COUNTY-  IN/PERRY
 JA1805  COUNTRY     -  US
 JA1805  USGS QUAD   -  BRANCHVILLE (2019)
 JA1805
 JA1805                         *CURRENT SURVEY CONTROL
 JA1805  ______________________________________________________________________
 JA1805* NAD 83(1997) POSITION- 38 13 40.22881(N) 086 36 51.15689(W)   ADJUSTED
 JA1805* NAVD 88 ORTHO HEIGHT -   148.    (meters)      486.    (feet) SCALED
 JA1805  ______________________________________________________________________
 JA1805  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 JA1805  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 JA1805  HORZ ORDER      -  SECOND
 JA1805
 JA1805.The horizontal coordinates were established by classical geodetic methods
 JA1805.and adjusted by the National Geodetic Survey in May 1999.
 JA1805
 JA1805.The orthometric height was scaled from a topographic map.
 JA1805
 JA1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1805.GEOID18 height accuracy estimate available here.
 JA1805
 JA1805.Click photographs - Photos may exist for this station.
 JA1805
 JA1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1805
 JA1805. The following values were computed from the NAD 83(1997) position.
 JA1805
 JA1805;                    North         East     Units Scale Factor Converg.
 JA1805;SPC IN W     -   330,887.316   941,075.166   MT  0.99998744   +0 17 25.1
 JA1805;SPC IN W     - 1,085,586.14  3,087,510.77   sFT  0.99998744   +0 17 25.1
 JA1805;UTM  16      - 4,231,165.325   533,766.307   MT  0.99961404   +0 14 19.4
 JA1805
 JA1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1805!SPC IN W     -   0.99998195  x   0.99998744  =   0.99996939
 JA1805!UTM  16      -   0.99998195  x   0.99961404  =   0.99959600
 JA1805
 JA1805:                Primary Azimuth Mark                     Grid Az
 JA1805:SPC IN W     -  CROIX                                    099 47 48.8
 JA1805:UTM  16      -  CROIX                                    099 50 54.5
 JA1805
 JA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3376631165(NAD 83)
 JA1805
 JA1805|---------------------------------------------------------------------|
 JA1805| PID    Reference Object                     Distance      Geod. Az  |
 JA1805|                                                           dddmmss.s |
 JA1805| CG8872 LYONS RM 1                           13.325 METERS 00827     |
 JA1805| CG8871 LYONS AZ MK                                        0824954.9 |
 JA1805| JA1802 CROIX                               APPROX. 2.2 KM 1000513.9 |
 JA1805| CG8874 LYONS RM 3                           28.176 METERS 13453     |
 JA1805| CG8875 LYONS RM 4                           39.993 METERS 26515     |
 JA1805| CG8873 LYONS RM 2                           17.998 METERS 26543     |
 JA1805|---------------------------------------------------------------------|
 JA1805
 JA1805                          SUPERSEDED SURVEY CONTROL
 JA1805
 JA1805  NAD 83(1993)-  38 13 40.23068(N)    086 36 51.15846(W) AD(       ) 2
 JA1805  NAD 83(1986)-  38 13 40.23511(N)    086 36 51.16093(W) AD(       ) 2
 JA1805  NAD 27      -  38 13 40.01700(N)    086 36 51.21500(W) AD(       ) 2
 JA1805
 JA1805.Superseded values are not recommended for survey control.
 JA1805
 JA1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1805.See file dsdata.pdf to determine how the superseded data were derived.
 JA1805
 JA1805_MARKER: DS = TRIANGULATION STATION DISK
 JA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1805_STAMPING: LYONS 1946
 JA1805_MARK LOGO: CGS
 JA1805_PROJECTION: FLUSH
 JA1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1805+STABILITY: SURFACE MOTION
 JA1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1805+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2010
 JA1805
 JA1805  HISTORY     - Date     Condition        Report By
 JA1805  HISTORY     - 1946     MONUMENTED       CGS
 JA1805  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JA1805  HISTORY     - 20100917 GOOD             BERNAR
 JA1805
 JA1805                          STATION DESCRIPTION
 JA1805
 JA1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1805'THE STATION IS LOCATED 1.5 MILES WEST ON STATE HIGHWAY NO 62 FROM THE
 JA1805'JUNCTION OF STATE HIGHWAYS 62 AND 37 IN ST CROIX, ON THE NORTH SIDE
 JA1805'OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 JA1805'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 9 FEET NORTHWEST
 JA1805'OF THE SOUTHWEST FENCE CORNER OF THE BARNYARD.  THE MARK IS FLUSH
 JA1805'WITH THE GROUND AND THE DISK IS STAMPED L.YONS 1946.
 JA1805'
 JA1805'REFERENCE MARK NO 1 IS 43.72 FEET NORTH OF THE STATION, 11 FEET SOUTH
 JA1805'OF A GATE AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 1 INCH
 JA1805'AND THE DISK IS STAMPED LYONS NO 1 1946.
 JA1805'
 JA1805'REFERENCE MARK NO 2 IS 59.04 FEET WEST OF THE STATION, 29 FEET NORTH
 JA1805'OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET NORTH OF A POWERLINE
 JA1805'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1805'LYONS NO 2 1946.
 JA1805'
 JA1805'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 27 FEET EAST OF THE
 JA1805'CENTERLINE OF A GRAVEL ROAD AND 2.5 FEET NORTH OF A STANDARD
 JA1805'REFERENCE POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JA1805'LYONS 1946.
 JA1805'
 JA1805'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 62 FOR
 JA1805'0.4 MILE TO A SIDE ROAD LEFT, GO LEFT 0.05 MILE TO TOP OF GRADE AND
 JA1805'THE AZIMUTH ON THE RIGHT.
 JA1805'
 JA1805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1805
 JA1805                          STATION RECOVERY (1974)
 JA1805
 JA1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JA1805'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION AFTER A
 JA1805'LONG SEARCH.  REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION BUT IN
 JA1805'THE WAY OF CULTIVATION AND WAS DESTROYED.  REFERENCE MARK 1 WAS NOT
 JA1805'FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING ALONG WITH
 JA1805'THE SURFACE STATION MARK.  THE DISTANCE TO REFERNCE MARK 2
 JA1805'CHECKED.  THE AZIMUTH MARK WAS FOUND UPROOTED BY GRADING.
 JA1805'REFERENCE MARKS 3 AND 4 AND A NEW SURFACE STATION MARK WERE SET.  A
 JA1805'NEW DESCRIPTION FOLLOWS--
 JA1805'
 JA1805'THE STATION MARK IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD,
 JA1805'ON THE PROPERTY OF MR. HERSCHEL DUPONT, 7 FEET NORTH OF THE NORTH
 JA1805'EDGE OF A ROAD CUT-BANK, 35 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 JA1805'96 FEET NORTHWEST OF A POWER POLE AND 147 FEET EAST OF THE
 JA1805'CENTERLINE OF A FIELD ENTRANCE.  THE MONUMENT IS 18 INCHES
 JA1805'UNDERGROUND AND THE DISK IS STAMPED LYONS 1946 1974.
 JA1805'
 JA1805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 62
 JA1805'AT ST CROIX, GO WEST ON HIGHWAY 62 FOR 1.5 MILES TO THE STATION ON
 JA1805'THE RIGHT.
 JA1805'
 JA1805'REFERENCE MARK 3 IS 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JA1805'4 FEET NORTHWEST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 JA1805'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LYONS
 JA1805'1946 NO 3 1974.
 JA1805'
 JA1805'REFERENCE MARK 4 IS 16 FEET EAST OF THE CENTERLINE OF THE FIELD
 JA1805'ENTRANCE, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 JA1805'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 JA1805'THE DISK IS STAMPED LYONS 1946 NO 4 1974.
 JA1805'
 JA1805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 JA1805'WEST OF ST CROIX.
 JA1805'
 JA1805'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA1805
 JA1805                          STATION RECOVERY (2010)
 JA1805
 JA1805'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2010 (MGB)
 JA1805'THE PUBLISHED ORTHOMETRIC HEIGHT OF 486 IS CONSIDERABLY IN ERROR.  A
 JA1805'2-HR, 5-MIN OPUS SOLUTION OBSERVED ON 2010/09/17 COMPUTED AN
 JA1805'ORTHOMETRIC HEIGHT OF APPROXIMATELY 814.7
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0037 ***********************************************************************
 JA0037  DESIGNATION -  M 10
 JA0037  PID         -  JA0037
 JA0037  STATE/COUNTY-  IN/LAWRENCE
 JA0037  COUNTRY     -  US
 JA0037  USGS QUAD   -  TUNNELTON (2019)
 JA0037
 JA0037                         *CURRENT SURVEY CONTROL
 JA0037  ______________________________________________________________________
 JA0037* NAD 83(1986) POSITION- 38 46 19.     (N) 086 21 17.     (W)   SCALED
 JA0037* NAVD 88 ORTHO HEIGHT -   157.972 (meters)      518.28  (feet) ADJUSTED
 JA0037  ______________________________________________________________________
 JA0037  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 JA0037  DYNAMIC HEIGHT  -        157.871 (meters)      517.95  (feet) COMP
 JA0037  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 JA0037
 JA0037  VERT ORDER      -  FIRST     CLASS II
 JA0037
 JA0037.The horizontal coordinates were scaled from a map and have
 JA0037.an estimated accuracy of +/- 6 seconds.
 JA0037
 JA0037.The orthometric height was determined by differential leveling and
 JA0037.adjusted by the NATIONAL GEODETIC SURVEY
 JA0037.in June 1991.
 JA0037
 JA0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0037.GEOID18 height accuracy estimate available here.
 JA0037
 JA0037.Click photographs - Photos may exist for this station.
 JA0037
 JA0037.The dynamic height is computed by dividing the NAVD 88
 JA0037.geopotential number by the normal gravity value computed on the
 JA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0037.degrees latitude (g = 980.6199 gals.).
 JA0037
 JA0037.The modeled gravity was interpolated from observed gravity values.
 JA0037
 JA0037;                    North         East    Units  Estimated Accuracy
 JA0037;SPC IN W     -   391,430.      963,320.      MT  (+/- 180 meters Scaled)
 JA0037
 JA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH560916(NAD 83)
 JA0037
 JA0037                          SUPERSEDED SURVEY CONTROL
 JA0037
 JA0037  NGVD 29 (??/??/92)  158.096  (m)          518.69   (f) ADJ UNCH    1 2
 JA0037
 JA0037.Superseded values are not recommended for survey control.
 JA0037
 JA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0037.See file dsdata.pdf to determine how the superseded data were derived.
 JA0037
 JA0037_MARKER: DB = BENCH MARK DISK
 JA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0037_STAMPING: 518.687 M 10 1930
 JA0037_MARK LOGO: CGS
 JA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0037+STABILITY: SURFACE MOTION
 JA0037
 JA0037  HISTORY     - Date     Condition        Report By
 JA0037  HISTORY     - 1930     MONUMENTED       CGS
 JA0037  HISTORY     - 1934     MARK NOT FOUND   CGS
 JA0037  HISTORY     - 1956     MARK NOT FOUND   USGS
 JA0037
 JA0037                          STATION DESCRIPTION
 JA0037
 JA0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0037'0.6 MI W FROM TUNNELTON.
 JA0037'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0037'TUNNELTON, LAWRENCE COUNTY, 15 RAILS WEST OF THE WEST END OF A
 JA0037'SIDING SWITCH, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JA0037'VACANT HOUSE, AT POLE 118/14, AND 19.3 FEET SOUTH OF THE SOUTH
 JA0037'RAIL.  A STANDARD DISK, STAMPED 518.687 M 10 1930 AND SET IN
 JA0037'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JA0037
 JA0037                          STATION RECOVERY (1956)
 JA0037
 JA0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JA0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1744 ***********************************************************************
 LB1744  DESIGNATION -  M 100
 LB1744  PID         -  LB1744
 LB1744  STATE/COUNTY-  IN/WARREN
 LB1744  COUNTRY     -  US
 LB1744  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1744
 LB1744                         *CURRENT SURVEY CONTROL
 LB1744  ______________________________________________________________________
 LB1744* NAD 83(1986) POSITION- 40 21 37.     (N) 087 21 41.     (W)   SCALED
 LB1744* NAVD 88 ORTHO HEIGHT -   214.702 (meters)      704.40  (feet) ADJUSTED
 LB1744  ______________________________________________________________________
 LB1744  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 LB1744  DYNAMIC HEIGHT  -        214.595 (meters)      704.05  (feet) COMP
 LB1744  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 LB1744
 LB1744  VERT ORDER      -  SECOND    CLASS 0
 LB1744
 LB1744.The horizontal coordinates were scaled from a map and have
 LB1744.an estimated accuracy of +/- 6 seconds.
 LB1744
 LB1744.The orthometric height was determined by differential leveling and
 LB1744.adjusted by the NATIONAL GEODETIC SURVEY
 LB1744.in June 1991.
 LB1744
 LB1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1744.GEOID18 height accuracy estimate available here.
 LB1744
 LB1744.Click photographs - Photos may exist for this station.
 LB1744
 LB1744.The dynamic height is computed by dividing the NAVD 88
 LB1744.geopotential number by the normal gravity value computed on the
 LB1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1744.degrees latitude (g = 980.6199 gals.).
 LB1744
 LB1744.The modeled gravity was interpolated from observed gravity values.
 LB1744
 LB1744;                    North         East    Units  Estimated Accuracy
 LB1744;SPC IN W     -   567,560.      876,380.      MT  (+/- 180 meters Scaled)
 LB1744
 LB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK693678(NAD 83)
 LB1744
 LB1744                          SUPERSEDED SURVEY CONTROL
 LB1744
 LB1744  NGVD 29 (??/??/92)  214.750  (m)          704.56   (f) ADJ UNCH    2 0
 LB1744
 LB1744.Superseded values are not recommended for survey control.
 LB1744
 LB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1744.See file dsdata.pdf to determine how the superseded data were derived.
 LB1744
 LB1744_MARKER: DB = BENCH MARK DISK
 LB1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1744_STAMPING: M 100 1946
 LB1744_MARK LOGO: CGS
 LB1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1744+STABILITY: SURFACE MOTION
 LB1744
 LB1744  HISTORY     - Date     Condition        Report By
 LB1744  HISTORY     - 1946     MONUMENTED       CGS
 LB1744
 LB1744                          STATION DESCRIPTION
 LB1744
 LB1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1744'0.8 MI W FROM CARBONDALE.
 LB1744'ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 LB1744'WITH U.S. HIGHWAY 41 AT CARBONDALE, AT THE WALNUT ROW FARM, 32.5
 LB1744'FEET SOUTHEAST OF A BRICK GATE POST AT THE ENTRANCE TO THE FARM,
 LB1744'29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF A
 LB1744'T FENCE LEADING NORTH, 4 FEET NORTHWEST OF A TELEPHONE POLE, 1
 LB1744'FOOT NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT BELOW THE ROAD.
 LB1744'A STANDARD DISK, STAMPED M 100 1946 AND SET IN THE TOP OF A
 LB1744'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1046 ***********************************************************************
 KA1046  DESIGNATION -  M 101
 KA1046  PID         -  KA1046
 KA1046  STATE/COUNTY-  IN/MONTGOMERY
 KA1046  COUNTRY     -  US
 KA1046  USGS QUAD   -  ALAMO (2019)
 KA1046
 KA1046                         *CURRENT SURVEY CONTROL
 KA1046  ______________________________________________________________________
 KA1046* NAD 83(1986) POSITION- 39 52 54.49   (N) 087 05 14.76   (W)   HD_HELD1
 KA1046* NAVD 88 ORTHO HEIGHT -   209.572 (meters)      687.57  (feet) ADJUSTED
 KA1046  ______________________________________________________________________
 KA1046  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 KA1046  DYNAMIC HEIGHT  -        209.455 (meters)      687.19  (feet) COMP
 KA1046  MODELED GRAVITY -    980,063.6   (mgal)                       NAVD 88
 KA1046
 KA1046  VERT ORDER      -  SECOND    CLASS 0
 KA1046
 KA1046.The horizontal coordinates were determined by differentially corrected
 KA1046.hand held GPS observations or other comparable positioning techniques
 KA1046.and have an estimated accuracy of +/- 3 meters.
 KA1046
 KA1046.The orthometric height was determined by differential leveling and
 KA1046.adjusted by the NATIONAL GEODETIC SURVEY
 KA1046.in June 1991.
 KA1046
 KA1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1046.GEOID18 height accuracy estimate available here.
 KA1046
 KA1046.Click photographs - Photos may exist for this station.
 KA1046
 KA1046.The dynamic height is computed by dividing the NAVD 88
 KA1046.geopotential number by the normal gravity value computed on the
 KA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1046.degrees latitude (g = 980.6199 gals.).
 KA1046
 KA1046.The modeled gravity was interpolated from observed gravity values.
 KA1046
 KA1046;                    North         East    Units  Estimated Accuracy
 KA1046;SPC IN W     -   514,394.2     899,649.3     MT  (+/- 3 meters HH1 GPS) 
 KA1046
 KA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9252314642(NAD 83)
 KA1046
 KA1046                          SUPERSEDED SURVEY CONTROL
 KA1046
 KA1046  NGVD 29 (??/??/92)  209.662  (m)          687.87   (f) ADJ UNCH    2 0
 KA1046
 KA1046.Superseded values are not recommended for survey control.
 KA1046
 KA1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1046.See file dsdata.pdf to determine how the superseded data were derived.
 KA1046
 KA1046_MARKER: DB = BENCH MARK DISK
 KA1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1046_SP_SET: BRIDGE
 KA1046_STAMPING: M 101 1946
 KA1046_MARK LOGO: CGS
 KA1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1046
 KA1046  HISTORY     - Date     Condition        Report By
 KA1046  HISTORY     - 1946     MONUMENTED       CGS
 KA1046
 KA1046                          STATION DESCRIPTION
 KA1046
 KA1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1046'2.2 MI W FROM WAVELAND.
 KA1046'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1046'WITH STATE HIGHWAY 59 AT WAVELAND, 0.2 MILE EAST OF THE
 KA1046'PARKE-MONTGOMERY COUNTY LINE, SET IN THE TOP OF THE NORTH END
 KA1046'OF THE EAST ABUTMENT OF A 50 FOOT ARCHED CONCRETE BRIDGE, 18
 KA1046'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1046'HIGHWAY.  A STANDARD DISK, STAMPED M 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1766 ***********************************************************************
 LB1766  DESIGNATION -  M 102
 LB1766  PID         -  LB1766
 LB1766  STATE/COUNTY-  IN/FOUNTAIN
 LB1766  COUNTRY     -  US
 LB1766  USGS QUAD   -  HILLSBORO (2019)
 LB1766
 LB1766                         *CURRENT SURVEY CONTROL
 LB1766  ______________________________________________________________________
 LB1766* NAD 83(1986) POSITION- 40 01 34.     (N) 087 14 36.     (W)   SCALED
 LB1766* NAVD 88 ORTHO HEIGHT -   213.265 (meters)      699.69  (feet) ADJUSTED
 LB1766  ______________________________________________________________________
 LB1766  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 LB1766  DYNAMIC HEIGHT  -        213.151 (meters)      699.31  (feet) COMP
 LB1766  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 LB1766
 LB1766  VERT ORDER      -  SECOND    CLASS 0
 LB1766
 LB1766.The horizontal coordinates were scaled from a map and have
 LB1766.an estimated accuracy of +/- 6 seconds.
 LB1766
 LB1766.The orthometric height was determined by differential leveling and
 LB1766.adjusted by the NATIONAL GEODETIC SURVEY
 LB1766.in June 1991.
 LB1766
 LB1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1766.GEOID18 height accuracy estimate available here.
 LB1766
 LB1766.Click photographs - Photos may exist for this station.
 LB1766
 LB1766.The dynamic height is computed by dividing the NAVD 88
 LB1766.geopotential number by the normal gravity value computed on the
 LB1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1766.degrees latitude (g = 980.6199 gals.).
 LB1766
 LB1766.The modeled gravity was interpolated from observed gravity values.
 LB1766
 LB1766;                    North         East    Units  Estimated Accuracy
 LB1766;SPC IN W     -   530,430.      886,340.      MT  (+/- 180 meters Scaled)
 LB1766
 LB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792306(NAD 83)
 LB1766
 LB1766                          SUPERSEDED SURVEY CONTROL
 LB1766
 LB1766  NGVD 29 (??/??/92)  213.338  (m)          699.93   (f) ADJ UNCH    2 0
 LB1766
 LB1766.Superseded values are not recommended for survey control.
 LB1766
 LB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1766.See file dsdata.pdf to determine how the superseded data were derived.
 LB1766
 LB1766_MARKER: DB = BENCH MARK DISK
 LB1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1766_STAMPING: M 102 1946
 LB1766_MARK LOGO: CGS
 LB1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1766+STABILITY: SURFACE MOTION
 LB1766
 LB1766  HISTORY     - Date     Condition        Report By
 LB1766  HISTORY     - 1946     MONUMENTED       CGS
 LB1766
 LB1766                          STATION DESCRIPTION
 LB1766
 LB1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1766'1.2 MI S FROM STEAM CORNER.
 LB1766'ABOUT 1.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS
 LB1766'ROAD AT STEAM CORNER, AT A CROSS ROAD, 47.5 FEET WEST OF THE
 LB1766'CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF
 LB1766'THE ROAD LEADING WEST, 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE,
 LB1766'2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB1766'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 102 1946 AND SET
 LB1766'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1767 ***********************************************************************
 LB1767  DESIGNATION -  M 102 RESET
 LB1767  PID         -  LB1767
 LB1767  STATE/COUNTY-  IN/FOUNTAIN
 LB1767  COUNTRY     -  US
 LB1767  USGS QUAD   -  HILLSBORO (2019)
 LB1767
 LB1767                         *CURRENT SURVEY CONTROL
 LB1767  ______________________________________________________________________
 LB1767* NAD 83(1986) POSITION- 40 01 34.     (N) 087 14 37.     (W)   SCALED
 LB1767* NAVD 88 ORTHO HEIGHT -   213.18  (meters)      699.4   (feet) RESET
 LB1767  ______________________________________________________________________
 LB1767  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 LB1767  VERT ORDER      -  THIRD
 LB1767
 LB1767.The horizontal coordinates were scaled from a map and have
 LB1767.an estimated accuracy of +/- 6 seconds.
 LB1767
 LB1767.The orthometric height was computed from unverified reset data.
 LB1767
 LB1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1767.GEOID18 height accuracy estimate available here.
 LB1767
 LB1767.Click photographs - Photos may exist for this station.
 LB1767
 LB1767;                    North         East    Units  Estimated Accuracy
 LB1767;SPC IN W     -   530,430.      886,320.      MT  (+/- 180 meters Scaled)
 LB1767
 LB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792306(NAD 83)
 LB1767
 LB1767                          SUPERSEDED SURVEY CONTROL
 LB1767
 LB1767  NGVD 29 (??/??/??)  213.25   (m)          699.6    (f) RESET       3  
 LB1767
 LB1767.Superseded values are not recommended for survey control.
 LB1767
 LB1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1767.See file dsdata.pdf to determine how the superseded data were derived.
 LB1767
 LB1767_MARKER: DB = BENCH MARK DISK
 LB1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1767_STAMPING: M 102 1946 RESET 1962
 LB1767_MARK LOGO: CGS
 LB1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1767+STABILITY: SURFACE MOTION
 LB1767
 LB1767  HISTORY     - Date     Condition        Report By
 LB1767  HISTORY     - 1962     MONUMENTED       USGS
 LB1767
 LB1767                          STATION DESCRIPTION
 LB1767
 LB1767'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LB1767'1.2 MI S FROM STEAM CORNER.
 LB1767'1.25 MI. S OF CROSS ROAD, ALONG U.S. HIGHWAY 41, AT CROSS ROAD,
 LB1767'73 FEET W OF CENTERLINE OF HIGHWAY 41, 18 FT. N OF CENTERLINE
 LB1767'OF GRAVELED RD., 5 FT. W OF TELEPHONE POLE, 1 FT S. OF FENCE,
 LB1767'IN SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0991 ***********************************************************************
 KA0991  DESIGNATION -  M 103
 KA0991  PID         -  KA0991
 KA0991  STATE/COUNTY-  IN/FOUNTAIN
 KA0991  COUNTRY     -  US
 KA0991  USGS QUAD   -  KINGMAN (2019)
 KA0991
 KA0991                         *CURRENT SURVEY CONTROL
 KA0991  ______________________________________________________________________
 KA0991* NAD 83(1986) POSITION- 39 58 01.1    (N) 087 16 42.8    (W)   HD_HELD2
 KA0991* NAVD 88 ORTHO HEIGHT -   214.763 (meters)      704.60  (feet) ADJUSTED
 KA0991  ______________________________________________________________________
 KA0991  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 KA0991  DYNAMIC HEIGHT  -        214.648 (meters)      704.22  (feet) COMP
 KA0991  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 KA0991
 KA0991  VERT ORDER      -  SECOND    CLASS 0
 KA0991
 KA0991.The horizontal coordinates were established by autonomous hand held GPS
 KA0991.observations and have an estimated accuracy of +/- 10 meters.
 KA0991
 KA0991.The orthometric height was determined by differential leveling and
 KA0991.adjusted by the NATIONAL GEODETIC SURVEY
 KA0991.in June 1991.
 KA0991
 KA0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0991.GEOID18 height accuracy estimate available here.
 KA0991
 KA0991.Click photographs - Photos may exist for this station.
 KA0991
 KA0991.The dynamic height is computed by dividing the NAVD 88
 KA0991.geopotential number by the normal gravity value computed on the
 KA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0991.degrees latitude (g = 980.6199 gals.).
 KA0991
 KA0991.The modeled gravity was interpolated from observed gravity values.
 KA0991
 KA0991;                    North         East    Units  Estimated Accuracy
 KA0991;SPC IN W     -   523,869.      883,322.      MT  (+/- 10 meters HH2 GPS)
 KA0991
 KA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7621124128(NAD 83)
 KA0991
 KA0991                          SUPERSEDED SURVEY CONTROL
 KA0991
 KA0991  NGVD 29 (??/??/92)  214.835  (m)          704.84   (f) ADJ UNCH    2 0
 KA0991
 KA0991.Superseded values are not recommended for survey control.
 KA0991
 KA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0991.See file dsdata.pdf to determine how the superseded data were derived.
 KA0991
 KA0991_MARKER: DB = BENCH MARK DISK
 KA0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0991_SP_SET: WATER TOWER BASE
 KA0991_STAMPING: M 103 1946
 KA0991_MARK LOGO: CGS
 KA0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0991
 KA0991  HISTORY     - Date     Condition        Report By
 KA0991  HISTORY     - 1946     MONUMENTED       CGS
 KA0991
 KA0991                          STATION DESCRIPTION
 KA0991
 KA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0991'AT KINGMAN.
 KA0991'AT KINGMAN, 1 BLOCK SOUTH OF STATE HIGHWAY 234, SET IN THE TOP
 KA0991'OF THE NORTH CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG
 KA0991'OF THE WATER TOWER.  A STANDARD DISK, STAMPED M 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1764 ***********************************************************************
 LB1764  DESIGNATION -  M 104
 LB1764  PID         -  LB1764
 LB1764  STATE/COUNTY-  IN/FOUNTAIN
 LB1764  COUNTRY     -  US
 LB1764  USGS QUAD   -  PERRYSVILLE (2019)
 LB1764
 LB1764                         *CURRENT SURVEY CONTROL
 LB1764  ______________________________________________________________________
 LB1764* NAD 83(1986) POSITION- 40 01 21.     (N) 087 24 20.     (W)   SCALED
 LB1764* NAVD 88 ORTHO HEIGHT -   190.205 (meters)      624.03  (feet) ADJUSTED
 LB1764  ______________________________________________________________________
 LB1764  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 LB1764  DYNAMIC HEIGHT  -        190.105 (meters)      623.70  (feet) COMP
 LB1764  MODELED GRAVITY -    980,100.2   (mgal)                       NAVD 88
 LB1764
 LB1764  VERT ORDER      -  SECOND    CLASS 0
 LB1764
 LB1764.The horizontal coordinates were scaled from a map and have
 LB1764.an estimated accuracy of +/- 6 seconds.
 LB1764
 LB1764.The orthometric height was determined by differential leveling and
 LB1764.adjusted by the NATIONAL GEODETIC SURVEY
 LB1764.in June 1991.
 LB1764
 LB1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1764.GEOID18 height accuracy estimate available here.
 LB1764
 LB1764.Click photographs - Photos may exist for this station.
 LB1764
 LB1764.The dynamic height is computed by dividing the NAVD 88
 LB1764.geopotential number by the normal gravity value computed on the
 LB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1764.degrees latitude (g = 980.6199 gals.).
 LB1764
 LB1764.The modeled gravity was interpolated from observed gravity values.
 LB1764
 LB1764;                    North         East    Units  Estimated Accuracy
 LB1764;SPC IN W     -   530,070.      872,490.      MT  (+/- 180 meters Scaled)
 LB1764
 LB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK653303(NAD 83)
 LB1764
 LB1764                          SUPERSEDED SURVEY CONTROL
 LB1764
 LB1764  NGVD 29 (??/??/92)  190.262  (m)          624.22   (f) ADJ UNCH    2 0
 LB1764
 LB1764.Superseded values are not recommended for survey control.
 LB1764
 LB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1764.See file dsdata.pdf to determine how the superseded data were derived.
 LB1764
 LB1764_MARKER: DB = BENCH MARK DISK
 LB1764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1764_SP_SET: CULVERT HEADWALL
 LB1764_STAMPING: M 104 1946
 LB1764_MARK LOGO: CGS
 LB1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1764+STABILITY: SURFACE MOTION
 LB1764
 LB1764  HISTORY     - Date     Condition        Report By
 LB1764  HISTORY     - 1946     MONUMENTED       CGS
 LB1764
 LB1764                          STATION DESCRIPTION
 LB1764
 LB1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1764'4.8 MI N FROM SILVERWOOD.
 LB1764'ABOUT 4.8 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 LB1764'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 LB1764'SILVERWOOD, 0.2 MILE SOUTH OF THE WEST LIBERTY CHURCH OF CHRIST
 LB1764'AND A CROSS ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST
 LB1764'HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 22 FEET WEST OF AND
 LB1764'ABOUT 5 FEET BELOW THE CENTER LINE OF THE ROAD.  A STANDARD
 LB1764'DISK, STAMPED M 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1303 ***********************************************************************
 LB1303  DESIGNATION -  M 106
 LB1303  PID         -  LB1303
 LB1303  STATE/COUNTY-  IN/NEWTON
 LB1303  COUNTRY     -  US
 LB1303  USGS QUAD   -  GOODLAND (2019)
 LB1303
 LB1303                         *CURRENT SURVEY CONTROL
 LB1303  ______________________________________________________________________
 LB1303* NAD 83(1986) POSITION- 40 50 12.     (N) 087 18 21.     (W)   SCALED
 LB1303* NAVD 88 ORTHO HEIGHT -   199.711 (meters)      655.22  (feet) ADJUSTED
 LB1303  ______________________________________________________________________
 LB1303  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 LB1303  DYNAMIC HEIGHT  -        199.622 (meters)      654.93  (feet) COMP
 LB1303  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 LB1303
 LB1303  VERT ORDER      -  SECOND    CLASS 0
 LB1303
 LB1303.The horizontal coordinates were scaled from a map and have
 LB1303.an estimated accuracy of +/- 6 seconds.
 LB1303
 LB1303.The orthometric height was determined by differential leveling and
 LB1303.adjusted by the NATIONAL GEODETIC SURVEY
 LB1303.in June 1991.
 LB1303
 LB1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1303.GEOID18 height accuracy estimate available here.
 LB1303
 LB1303.Click photographs - Photos may exist for this station.
 LB1303
 LB1303.The dynamic height is computed by dividing the NAVD 88
 LB1303.geopotential number by the normal gravity value computed on the
 LB1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1303.degrees latitude (g = 980.6199 gals.).
 LB1303
 LB1303.The modeled gravity was interpolated from observed gravity values.
 LB1303
 LB1303;                    North         East    Units  Estimated Accuracy
 LB1303;SPC IN W     -   620,440.      881,230.      MT  (+/- 180 meters Scaled)
 LB1303
 LB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742206(NAD 83)
 LB1303
 LB1303                          SUPERSEDED SURVEY CONTROL
 LB1303
 LB1303  NGVD 29 (??/??/92)  199.787  (m)          655.47   (f) ADJ UNCH    2 0
 LB1303
 LB1303.Superseded values are not recommended for survey control.
 LB1303
 LB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1303.See file dsdata.pdf to determine how the superseded data were derived.
 LB1303
 LB1303_MARKER: DB = BENCH MARK DISK
 LB1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1303_STAMPING: M 106 1946
 LB1303_MARK LOGO: CGS
 LB1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1303+STABILITY: SURFACE MOTION
 LB1303
 LB1303  HISTORY     - Date     Condition        Report By
 LB1303  HISTORY     - 1946     MONUMENTED       CGS
 LB1303
 LB1303                          STATION DESCRIPTION
 LB1303
 LB1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1303'5.6 MI N FROM GOODLAND.
 LB1303'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1303'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A
 LB1303'PAVED ROAD, THENCE 4.4 MILES NORTH ALONG STATE HIGHWAY 55, AT AN
 LB1303'INTERSECTION WITH A GRAVEL ROAD LEADING WEST AND A DIM ROAD
 LB1303'LEADING EAST, 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1303'24 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 1 FOOT
 LB1303'SOUTH OF A WIRE FENCE LINE, 45 FEET WEST OF A FENCE CORNER,
 LB1303'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT
 LB1303'1 FOOT BELOW THE LEVEL OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1420 ***********************************************************************
 LB1420  DESIGNATION -  M 107
 LB1420  PID         -  LB1420
 LB1420  STATE/COUNTY-  IN/JASPER
 LB1420  COUNTRY     -  US
 LB1420  USGS QUAD   -  REMINGTON (2019)
 LB1420
 LB1420                         *CURRENT SURVEY CONTROL
 LB1420  ______________________________________________________________________
 LB1420* NAD 83(1986) POSITION- 40 51 59.50   (N) 087 09 19.22   (W)   HD_HELD1
 LB1420* NAVD 88 ORTHO HEIGHT -   204.949 (meters)      672.40  (feet) ADJUSTED
 LB1420  ______________________________________________________________________
 LB1420  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LB1420  DYNAMIC HEIGHT  -        204.859 (meters)      672.11  (feet) COMP
 LB1420  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 LB1420
 LB1420  VERT ORDER      -  SECOND    CLASS 0
 LB1420
 LB1420.The horizontal coordinates were determined by differentially corrected
 LB1420.hand held GPS observations or other comparable positioning techniques
 LB1420.and have an estimated accuracy of +/- 3 meters.
 LB1420
 LB1420.The orthometric height was determined by differential leveling and
 LB1420.adjusted by the NATIONAL GEODETIC SURVEY
 LB1420.in June 1991.
 LB1420
 LB1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1420.GEOID18 height accuracy estimate available here.
 LB1420
 LB1420.Click photographs - Photos may exist for this station.
 LB1420
 LB1420.The dynamic height is computed by dividing the NAVD 88
 LB1420.geopotential number by the normal gravity value computed on the
 LB1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1420.degrees latitude (g = 980.6199 gals.).
 LB1420
 LB1420.The modeled gravity was interpolated from observed gravity values.
 LB1420
 LB1420;                    North         East    Units  Estimated Accuracy
 LB1420;SPC IN W     -   623,738.7     893,929.8     MT  (+/- 3 meters HH1 GPS) 
 LB1420
 LB1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8690923952(NAD 83)
 LB1420
 LB1420                          SUPERSEDED SURVEY CONTROL
 LB1420
 LB1420  NGVD 29 (??/??/92)  205.032  (m)          672.68   (f) ADJ UNCH    2 0
 LB1420
 LB1420.Superseded values are not recommended for survey control.
 LB1420
 LB1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1420.See file dsdata.pdf to determine how the superseded data were derived.
 LB1420
 LB1420_MARKER: DB = BENCH MARK DISK
 LB1420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1420_SP_SET: CULVERT HEADWALL
 LB1420_STAMPING: M 107 1946
 LB1420_MARK LOGO: CGS
 LB1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1420+STABILITY: SURFACE MOTION
 LB1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1420+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1420
 LB1420  HISTORY     - Date     Condition        Report By
 LB1420  HISTORY     - 1946     MONUMENTED       CGS
 LB1420  HISTORY     - 20071110 GOOD             GEOCAC
 LB1420  HISTORY     - 20080808 GOOD             GEOCAC
 LB1420  HISTORY     - 20100310 GOOD             AEROME
 LB1420  HISTORY     - 20120327 GOOD             IN-073
 LB1420
 LB1420                          STATION DESCRIPTION
 LB1420
 LB1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1420'7.4 MI E FROM FORESMAN.
 LB1420'ABOUT 7.35 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT
 LB1420'FORESMAN, ABOUT 4.9 MILE SOUTH ALONG STATE HIGHWAY 53 FROM THE
 LB1420'COURT HOUSE AT RENSSELAER, ABOUT 7.0 MILES NORTH OF REMINGTON,
 LB1420'AT THE INTERSECTION OF STATE HIGHWAY 16 AND 53, 190 FEET WEST
 LB1420'OF THE CENTER OF THE INTERSECTION, 21 FEET NORTH OF THE CENTER
 LB1420'LINE OF HIGHWAY 16, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB1420'CONCRETE HEADWALL OF 16-INCH PIPE CULVERT NUMBER 58, AND ABOUT
 LB1420'LEVEL WITH THE HIGHWAY.
 LB1420
 LB1420                          STATION RECOVERY (2007)
 LB1420
 LB1420'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1420'RECOVERED IN GOOD CONDITION.
 LB1420
 LB1420                          STATION RECOVERY (2008)
 LB1420
 LB1420'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1420'RECOVERED IN GOOD CONDITION.
 LB1420
 LB1420                          STATION RECOVERY (2010)
 LB1420
 LB1420'RECOVERY NOTE BY AERO METRIC INC 2010
 LB1420'RECOVERED IN GOOD CONDITION.
 LB1420
 LB1420                          STATION RECOVERY (2012)
 LB1420
 LB1420'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0856 ***********************************************************************
 JA0856  DESIGNATION -  M 11
 JA0856  PID         -  JA0856
 JA0856  STATE/COUNTY-  IN/DAVIESS
 JA0856  COUNTRY     -  US
 JA0856  USGS QUAD   -  WHEATLAND (2019)
 JA0856
 JA0856                         *CURRENT SURVEY CONTROL
 JA0856  ______________________________________________________________________
 JA0856* NAD 83(1986) POSITION- 38 39 48.     (N) 087 15 26.     (W)   SCALED
 JA0856* NAVD 88 ORTHO HEIGHT -   136.896 (meters)      449.13  (feet) POSTED
 JA0856  ______________________________________________________________________
 JA0856  GEOID HEIGHT    -        -32.189 (meters)                     GEOID18
 JA0856  DYNAMIC HEIGHT  -        136.81  (meters)      448.9   (feet) COMP
 JA0856  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 JA0856
 JA0856  VERT ORDER      -  * POSTED, SEE BELOW
 JA0856
 JA0856.The horizontal coordinates were scaled from a map and have
 JA0856.an estimated accuracy of +/- 6 seconds.
 JA0856
 JA0856.The orthometric height was determined by differential leveling
 JA0856.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0856
 JA0856.* This is a POSTED BENCH MARK height.
 JA0856
 JA0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0856.GEOID18 height accuracy estimate available here.
 JA0856
 JA0856.Click photographs - Photos may exist for this station.
 JA0856
 JA0856.The dynamic height is computed by dividing the NAVD 88
 JA0856.geopotential number by the normal gravity value computed on the
 JA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0856.degrees latitude (g = 980.6199 gals.).
 JA0856
 JA0856.The modeled gravity was interpolated from observed gravity values.
 JA0856
 JA0856;                    North         East    Units  Estimated Accuracy
 JA0856;SPC IN W     -   379,140.      884,870.      MT  (+/- 180 meters Scaled)
 JA0856
 JA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH776794(NAD 83)
 JA0856
 JA0856                          SUPERSEDED SURVEY CONTROL
 JA0856
 JA0856  NGVD 29 (??/??/92)  137.018  (m)          449.53   (f) ADJ UNCH    1 2
 JA0856
 JA0856.Superseded values are not recommended for survey control.
 JA0856
 JA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0856.See file dsdata.pdf to determine how the superseded data were derived.
 JA0856
 JA0856_MARKER: DB = BENCH MARK DISK
 JA0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0856_SP_SET: BRIDGE
 JA0856_STAMPING: M 11 1930 449.645
 JA0856_MARK LOGO: CGS
 JA0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0856
 JA0856  HISTORY     - Date     Condition        Report By
 JA0856  HISTORY     - 1930     MONUMENTED       CGS
 JA0856  HISTORY     - 1965     GOOD             CGS
 JA0856  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0856
 JA0856                          STATION DESCRIPTION
 JA0856
 JA0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0856'2.6 MI E FROM WHEATLAND.
 JA0856'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0856'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0856'IN SECTION 25, T 3 N, R 7 W, SET IN THE TOP OF THE SOUTH END
 JA0856'OF THE EAST CONCRETE ABUTMENT OF A STEEL GIRDER RAILROAD BRIDGE
 JA0856'OVER THE WHITE RIVER, 3 1/2 FEET SOUTH OF THE SOUTH RAIL, AND
 JA0856'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 JA0856
 JA0856                          STATION RECOVERY (1986)
 JA0856
 JA0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0856'THERE HAS BEEN WORK DONE ON THE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1424 ***********************************************************************
 ME1424  DESIGNATION -  M 110
 ME1424  PID         -  ME1424
 ME1424  STATE/COUNTY-  IN/JASPER
 ME1424  COUNTRY     -  US
 ME1424  USGS QUAD   -  GIFFORD (2019)
 ME1424
 ME1424                         *CURRENT SURVEY CONTROL
 ME1424  ______________________________________________________________________
 ME1424* NAD 83(1986) POSITION- 41 01 37.     (N) 087 06 43.     (W)   SCALED
 ME1424* NAVD 88 ORTHO HEIGHT -   211.656 (meters)      694.41  (feet) ADJUSTED
 ME1424  ______________________________________________________________________
 ME1424  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 ME1424  DYNAMIC HEIGHT  -        211.565 (meters)      694.11  (feet) COMP
 ME1424  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 ME1424
 ME1424  VERT ORDER      -  SECOND    CLASS 0
 ME1424
 ME1424.The horizontal coordinates were scaled from a map and have
 ME1424.an estimated accuracy of +/- 6 seconds.
 ME1424
 ME1424.The orthometric height was determined by differential leveling and
 ME1424.adjusted by the NATIONAL GEODETIC SURVEY
 ME1424.in June 1991.
 ME1424
 ME1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1424.GEOID18 height accuracy estimate available here.
 ME1424
 ME1424.Click photographs - Photos may exist for this station.
 ME1424
 ME1424.The dynamic height is computed by dividing the NAVD 88
 ME1424.geopotential number by the normal gravity value computed on the
 ME1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1424.degrees latitude (g = 980.6199 gals.).
 ME1424
 ME1424.The modeled gravity was interpolated from observed gravity values.
 ME1424
 ME1424;                    North         East    Units  Estimated Accuracy
 ME1424;SPC IN W     -   641,550.      897,590.      MT  (+/- 180 meters Scaled)
 ME1424
 ME1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL905417(NAD 83)
 ME1424
 ME1424                          SUPERSEDED SURVEY CONTROL
 ME1424
 ME1424  NGVD 29 (??/??/92)  211.745  (m)          694.70   (f) ADJ UNCH    2 0
 ME1424
 ME1424.Superseded values are not recommended for survey control.
 ME1424
 ME1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1424.See file dsdata.pdf to determine how the superseded data were derived.
 ME1424
 ME1424_MARKER: DB = BENCH MARK DISK
 ME1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1424_STAMPING: M 110 1946
 ME1424_MARK LOGO: CGS
 ME1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1424+STABILITY: SURFACE MOTION
 ME1424
 ME1424  HISTORY     - Date     Condition        Report By
 ME1424  HISTORY     - 1946     MONUMENTED       CGS
 ME1424  HISTORY     - 20050830 POOR             BFSINC
 ME1424  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1424
 ME1424                          STATION DESCRIPTION
 ME1424
 ME1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1424'5.6 MI E FROM PARR.
 ME1424'ABOUT 5.6 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1424'AT PARR, 0.1 MILE EAST OF A CROSS ROAD, 34 FEET SOUTH OF THE
 ME1424'CENTER LINE OF THE HIGHWAY, ACROSS THE HIGHWAY AND ABOUT 4 FEET
 ME1424'WEST OF THE LINE OF THE WEST FACE OF A 2-STORY FARM HOUSE,
 ME1424'6 FEET WEST OF THE WEST GATE POST AT A FIELD ENTRANCE, 1 FOOT
 ME1424'NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL
 ME1424'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1424'4 INCHES.
 ME1424
 ME1424                          STATION RECOVERY (2005)
 ME1424
 ME1424'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1424'THE CONCRETE MONUMENT WAS FOUND MUTILATED, NO EVIDENCE OF DISK.
 ME1424
 ME1424                          STATION RECOVERY (2012)
 ME1424
 ME1424'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0878 ***********************************************************************
 LB0878  DESIGNATION -  M 111
 LB0878  PID         -  LB0878
 LB0878  STATE/COUNTY-  IN/BOONE
 LB0878  COUNTRY     -  US
 LB0878  USGS QUAD   -  HAZELRIGG (2019)
 LB0878
 LB0878                         *CURRENT SURVEY CONTROL
 LB0878  ______________________________________________________________________
 LB0878* NAD 83(1986) POSITION- 40 02 12.05   (N) 086 37 10.12   (W)   HD_HELD1
 LB0878* NAVD 88 ORTHO HEIGHT -   276.303 (meters)      906.50  (feet) ADJUSTED
 LB0878  ______________________________________________________________________
 LB0878  GEOID HEIGHT    -        -33.566 (meters)                     GEOID18
 LB0878  DYNAMIC HEIGHT  -        276.152 (meters)      906.01  (feet) COMP
 LB0878  MODELED GRAVITY -    980,072.8   (mgal)                       NAVD 88
 LB0878
 LB0878  VERT ORDER      -  SECOND    CLASS 0
 LB0878
 LB0878.The horizontal coordinates were determined by differentially corrected
 LB0878.hand held GPS observations or other comparable positioning techniques
 LB0878.and have an estimated accuracy of +/- 3 meters.
 LB0878
 LB0878.The orthometric height was determined by differential leveling and
 LB0878.adjusted by the NATIONAL GEODETIC SURVEY
 LB0878.in June 1991.
 LB0878
 LB0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0878.GEOID18 height accuracy estimate available here.
 LB0878
 LB0878.Click photographs - Photos may exist for this station.
 LB0878
 LB0878.The dynamic height is computed by dividing the NAVD 88
 LB0878.geopotential number by the normal gravity value computed on the
 LB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0878.degrees latitude (g = 980.6199 gals.).
 LB0878
 LB0878.The modeled gravity was interpolated from observed gravity values.
 LB0878
 LB0878;                    North         East    Units  Estimated Accuracy
 LB0878;SPC IN W     -   531,693.4     939,588.0     MT  (+/- 3 meters HH1 GPS) 
 LB0878
 LB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3246331897(NAD 83)
 LB0878
 LB0878                          SUPERSEDED SURVEY CONTROL
 LB0878
 LB0878  NGVD 29 (??/??/92)  276.395  (m)          906.81   (f) ADJ UNCH    2 0
 LB0878
 LB0878.Superseded values are not recommended for survey control.
 LB0878
 LB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0878.See file dsdata.pdf to determine how the superseded data were derived.
 LB0878
 LB0878_MARKER: DB = BENCH MARK DISK
 LB0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0878_SP_SET: CULVERT
 LB0878_STAMPING: M 111 1946
 LB0878_MARK LOGO: CGS
 LB0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0878+STABILITY: SURFACE MOTION
 LB0878
 LB0878  HISTORY     - Date     Condition        Report By
 LB0878  HISTORY     - 1946     MONUMENTED       CGS
 LB0878  HISTORY     - 1977     GOOD             LOCENG
 LB0878  HISTORY     - 20060831 MARK NOT FOUND   INDOT
 LB0878
 LB0878                          STATION DESCRIPTION
 LB0878
 LB0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0878'1.2 MI S FROM DOVER.
 LB0878'ALONG STATE HIGHWAY 75 ABOUT 1.2 MILE SOUTH OF JEFFERSON TOWNSHIP
 LB0878'SCHOOL AT DOVER, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 LB0878'12-FOOT CONCRETE ARCH CULVERT, 24.5 FEET EAST OF THE CENTER LINE
 LB0878'OF THE HIGHWAY AND ABOUT 4 FEET LOWER THAN HIGHWAY LEVEL.  A
 LB0878'STANDARD DISK, STAMPED M 111 1946.
 LB0878
 LB0878                          STATION RECOVERY (1977)
 LB0878
 LB0878'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0878'RECOVERED IN GOOD CONDITION.
 LB0878
 LB0878                          STATION RECOVERY (2006)
 LB0878
 LB0878'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 LB0878'THE 4.5 FT WIDE - 12 FT. HEIGHT BOX CULVERT HAS BEEN REPLACED ON
 LB0878'PROJECT NO. STP-3306(008) DES. NO. 9801770. THIS WAS LOCATED ON SR-75
 LB0878'APPROX. 1.2 MI. SOUTH OF SR-32 AT WALNUT FORK SUGAR CREEK. A INDOT BM
 LB0878'TABLET MARKED BOO C-94 WAS SET ON THE NORTH END OF THE EAST HEADWALL.
 LB0878'THE NEW STRUCTURE NO. 75-06-8562 IS A PRE-CAST 3-SIDED CULVERT 6100MM
 LB0878'SPAN X 3660MM RISE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0613 ***********************************************************************
 LB0613  DESIGNATION -  M 112
 LB0613  PID         -  LB0613
 LB0613  STATE/COUNTY-  IN/BOONE
 LB0613  COUNTRY     -  US
 LB0613  USGS QUAD   -  ROSSTON (2019)
 LB0613
 LB0613                         *CURRENT SURVEY CONTROL
 LB0613  ______________________________________________________________________
 LB0613* NAD 83(1986) POSITION- 40 02 23.01   (N) 086 22 02.70   (W)   HD_HELD1
 LB0613* NAVD 88 ORTHO HEIGHT -   290.508 (meters)      953.11  (feet) ADJUSTED
 LB0613  ______________________________________________________________________
 LB0613  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 LB0613  DYNAMIC HEIGHT  -        290.347 (meters)      952.58  (feet) COMP
 LB0613  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 LB0613
 LB0613  VERT ORDER      -  SECOND    CLASS 0
 LB0613
 LB0613.The horizontal coordinates were determined by differentially corrected
 LB0613.hand held GPS observations or other comparable positioning techniques
 LB0613.and have an estimated accuracy of +/- 3 meters.
 LB0613
 LB0613.The orthometric height was determined by differential leveling and
 LB0613.adjusted by the NATIONAL GEODETIC SURVEY
 LB0613.in June 1991.
 LB0613
 LB0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0613.GEOID18 height accuracy estimate available here.
 LB0613
 LB0613.Click photographs - Photos may exist for this station.
 LB0613
 LB0613.The dynamic height is computed by dividing the NAVD 88
 LB0613.geopotential number by the normal gravity value computed on the
 LB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0613.degrees latitude (g = 980.6199 gals.).
 LB0613
 LB0613.The modeled gravity was interpolated from observed gravity values.
 LB0613
 LB0613;                    North         East    Units  Estimated Accuracy
 LB0613;SPC IN W     -   532,173.9     961,097.7     MT  (+/- 3 meters HH1 GPS) 
 LB0613
 LB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5396632357(NAD 83)
 LB0613
 LB0613                          SUPERSEDED SURVEY CONTROL
 LB0613
 LB0613  NGVD 29 (??/??/92)  290.612  (m)          953.45   (f) ADJ UNCH    2 0
 LB0613
 LB0613.Superseded values are not recommended for survey control.
 LB0613
 LB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0613.See file dsdata.pdf to determine how the superseded data were derived.
 LB0613
 LB0613_MARKER: DB = BENCH MARK DISK
 LB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0613_STAMPING: M 112 1946
 LB0613_MARK LOGO: CGS
 LB0613_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0613+STABILITY: SURFACE MOTION
 LB0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0613+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2022
 LB0613
 LB0613  HISTORY     - Date     Condition        Report By
 LB0613  HISTORY     - 1946     MONUMENTED       CGS
 LB0613  HISTORY     - 1977     GOOD             LOCENG
 LB0613  HISTORY     - 20040610 GOOD             ACCU
 LB0613  HISTORY     - 20211221 GOOD             INDOT
 LB0613  HISTORY     - 20220609 GOOD             INDOT
 LB0613
 LB0613                          STATION DESCRIPTION
 LB0613
 LB0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0613'5.8 MI E FROM LEBANON.
 LB0613'ALONG STATE HIGHWAY 32 ABOUT 5.8 MILES EAST OF THE COUNTY COURT
 LB0613'HOUSE AT LEBANON, 152 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB0613'THE CARL BRATTON FARM HOUSE, 25 FEET NORTH OF THE CENTER LINE
 LB0613'OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY,
 LB0613'2.5 FEET SOUTHEAST OF A FENCE CORNER, 1.6 FEET WEST OF A WHITE
 LB0613'WOODEN WITNESS, 1.3 FEET SOUTH OF A FENCE LINE AND ABOUT LEVEL
 LB0613'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 112 1946 AND SET
 LB0613'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0613
 LB0613                          STATION RECOVERY (1977)
 LB0613
 LB0613'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0613'RECOVERED IN GOOD CONDITION.
 LB0613
 LB0613                          STATION RECOVERY (2004)
 LB0613
 LB0613'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2004 (JK)
 LB0613'RECOVERED IN GOOD CONDITION.
 LB0613
 LB0613                          STATION RECOVERY (2021)
 LB0613
 LB0613'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 LB0613'RECOVERED IN GOOD CONDITION.
 LB0613
 LB0613                          STATION RECOVERY (2022)
 LB0613
 LB0613'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0851 ***********************************************************************
 LB0851  DESIGNATION -  M 113
 LB0851  PID         -  LB0851
 LB0851  STATE/COUNTY-  IN/BOONE
 LB0851  COUNTRY     -  US
 LB0851  USGS QUAD   -  COLFAX (2019)
 LB0851
 LB0851                         *CURRENT SURVEY CONTROL
 LB0851  ______________________________________________________________________
 LB0851* NAD 83(2011) POSITION- 40 10 16.12186(N) 086 38 25.79960(W)   ADJUSTED
 LB0851* NAD 83(2011) ELLIP HT-   223.393 (meters)        (06/14/23)   ADJUSTED
 LB0851* NAD 83(2011) EPOCH   -  2010.00
 LB0851* NAVD 88 ORTHO HEIGHT -   257.099 (meters)      843.50  (feet) ADJUSTED
 LB0851  ______________________________________________________________________
 LB0851  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 LB0851  NAD 83(2011) X  -    286,009.235 (meters)                     COMP
 LB0851  NAD 83(2011) Y  - -4,872,254.106 (meters)                     COMP
 LB0851  NAD 83(2011) Z  -  4,092,668.784 (meters)                     COMP
 LB0851  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 LB0851  DYNAMIC HEIGHT  -        256.962 (meters)      843.05  (feet) COMP
 LB0851  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LB0851
 LB0851  VERT ORDER      -  SECOND    CLASS 0
 LB0851
 LB0851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0851  Standards:
 LB0851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0851  -------------------------------------------------------------------
 LB0851  NETWORK    0.93   1.71           0.39   0.37   0.87     -0.17549800
 LB0851  -------------------------------------------------------------------
 LB0851  Click here for local accuracies and other accuracy information.
 LB0851
 LB0851.The horizontal coordinates were established by GPS observations
 LB0851.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0851
 LB0851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0851.been affixed to the stable North American tectonic plate. See 
 LB0851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0851
 LB0851.The horizontal coordinates are valid at the epoch date displayed above
 LB0851.which is a decimal equivalence of Year/Month/Day.
 LB0851
 LB0851.The orthometric height was determined by differential leveling and
 LB0851.adjusted by the NATIONAL GEODETIC SURVEY
 LB0851.in June 1991.
 LB0851
 LB0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0851.GEOID18 height accuracy estimate available here.
 LB0851
 LB0851.Click photographs - Photos may exist for this station.
 LB0851
 LB0851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0851
 LB0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0851
 LB0851.The ellipsoidal height was determined by GPS observations
 LB0851.and is referenced to NAD 83.
 LB0851
 LB0851.The dynamic height is computed by dividing the NAVD 88
 LB0851.geopotential number by the normal gravity value computed on the
 LB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0851.degrees latitude (g = 980.6199 gals.).
 LB0851
 LB0851.The modeled gravity was interpolated from observed gravity values.
 LB0851
 LB0851. The following values were computed from the NAD 83(2011) position.
 LB0851
 LB0851;                    North         East     Units Scale Factor Converg.
 LB0851;SPC IN W     -   546,614.333   937,719.485   MT  0.99998417   +0 17 08.4
 LB0851;SPC IN W     - 1,793,350.52  3,076,501.34   sFT  0.99998417   +0 17 08.4
 LB0851;UTM  16      - 4,446,814.864   530,610.107   MT  0.99961153   +0 13 54.9
 LB0851
 LB0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0851!SPC IN W     -   0.99996496  x   0.99998417  =   0.99994913
 LB0851!UTM  16      -   0.99996496  x   0.99961153  =   0.99957650
 LB0851
 LB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3061046814(NAD 83)
 LB0851
 LB0851                          SUPERSEDED SURVEY CONTROL
 LB0851
 LB0851  NGVD 29 (??/??/92)  257.195  (m)          843.81   (f) ADJ UNCH    2 0
 LB0851
 LB0851.Superseded values are not recommended for survey control.
 LB0851
 LB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0851.See file dsdata.pdf to determine how the superseded data were derived.
 LB0851
 LB0851_MARKER: DB = BENCH MARK DISK
 LB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0851_STAMPING: M 113 1946
 LB0851_MARK LOGO: CGS
 LB0851_PROJECTION: PROJECTING 5 CENTIMETERS
 LB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0851+STABILITY: SURFACE MOTION
 LB0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0851+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2023
 LB0851
 LB0851  HISTORY     - Date     Condition        Report By
 LB0851  HISTORY     - 1946     MONUMENTED       CGS
 LB0851  HISTORY     - 1977     GOOD             LOCENG
 LB0851  HISTORY     - 20101221 GOOD             INDIV
 LB0851  HISTORY     - 20230426 GOOD             INDOT
 LB0851
 LB0851                          STATION DESCRIPTION
 LB0851
 LB0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0851'2 MI SE FROM COLFAX.
 LB0851'ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LB0851'ABOUT 2.0 MILES SOUTHEAST OF THE STATION AT COLFAX AND ABOUT 3.65
 LB0851'MILES NORTHWEST OF THE STATION AT THORNTOWN, AT THE GRADE
 LB0851'CROSSING OF A GRAVEL ROAD AND AT MILEAGE 151/10, 30 FEET
 LB0851'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 16 FEET SOUTH OF
 LB0851'THE CENTER LINE OF THE GRAVEL ROAD, 65 FEET WEST OF SEMAPHORE
 LB0851'SIGNAL NUMBER 1512, 4 FEET SOUTHEAST OF A POWER LINE POLE, 2
 LB0851'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 LB0851'BELOW TRACK LEVEL.  A STANDARD DISK, STAMPED M 113 1946 AND SET
 LB0851'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0851
 LB0851                          STATION RECOVERY (1977)
 LB0851
 LB0851'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0851'RECOVERED IN GOOD CONDITION.
 LB0851
 LB0851                          STATION RECOVERY (2010)
 LB0851
 LB0851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRH)
 LB0851'RECOVERED IN GOOD CONDITION.
 LB0851
 LB0851                          STATION RECOVERY (2023)
 LB0851
 LB0851'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0851'MARK WAS RECOVERED IN GOOD CONDITION AND IS 4.0 FT (1.2 M) SOUTH OF A
 LB0851'POWER POLE MARKED (BOONE REMC - AB7H5).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0912 ***********************************************************************
 LB0912  DESIGNATION -  M 114
 LB0912  PID         -  LB0912
 LB0912  STATE/COUNTY-  IN/CLINTON
 LB0912  COUNTRY     -  US
 LB0912  USGS QUAD   -  THORNTOWN (2019)
 LB0912
 LB0912                         *CURRENT SURVEY CONTROL
 LB0912  ______________________________________________________________________
 LB0912* NAD 83(1986) POSITION- 40 13 58.     (N) 086 30 21.     (W)   SCALED
 LB0912* NAVD 88 ORTHO HEIGHT -   267.512 (meters)      877.66  (feet) ADJUSTED
 LB0912  ______________________________________________________________________
 LB0912  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 LB0912  DYNAMIC HEIGHT  -        267.370 (meters)      877.20  (feet) COMP
 LB0912  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LB0912
 LB0912  VERT ORDER      -  SECOND    CLASS 0
 LB0912
 LB0912.The horizontal coordinates were scaled from a map and have
 LB0912.an estimated accuracy of +/- 6 seconds.
 LB0912
 LB0912.The orthometric height was determined by differential leveling and
 LB0912.adjusted by the NATIONAL GEODETIC SURVEY
 LB0912.in June 1991.
 LB0912
 LB0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0912.GEOID18 height accuracy estimate available here.
 LB0912
 LB0912.Click photographs - Photos may exist for this station.
 LB0912
 LB0912.The dynamic height is computed by dividing the NAVD 88
 LB0912.geopotential number by the normal gravity value computed on the
 LB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0912.degrees latitude (g = 980.6199 gals.).
 LB0912
 LB0912.The modeled gravity was interpolated from observed gravity values.
 LB0912
 LB0912;                    North         East    Units  Estimated Accuracy
 LB0912;SPC IN W     -   553,520.      949,150.      MT  (+/- 180 meters Scaled)
 LB0912
 LB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK420537(NAD 83)
 LB0912
 LB0912                          SUPERSEDED SURVEY CONTROL
 LB0912
 LB0912  NGVD 29 (??/??/92)  267.615  (m)          878.00   (f) ADJ UNCH    2 0
 LB0912
 LB0912.Superseded values are not recommended for survey control.
 LB0912
 LB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0912.See file dsdata.pdf to determine how the superseded data were derived.
 LB0912
 LB0912_MARKER: DB = BENCH MARK DISK
 LB0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0912_STAMPING: M 114 1946
 LB0912_MARK LOGO: CGS
 LB0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0912+STABILITY: SURFACE MOTION
 LB0912
 LB0912  HISTORY     - Date     Condition        Report By
 LB0912  HISTORY     - 1946     MONUMENTED       CGS
 LB0912
 LB0912                          STATION DESCRIPTION
 LB0912
 LB0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0912'3.3 MI S FROM FRANKFORT.
 LB0912'ALONG STATE HIGHWAY 39 ABOUT 3.3 MILES SOUTH OF THE COUNTY COURT
 LB0912'HOUSE AT FRANKFORT, ABOUT 0.4 MILE NORTH OF THE CHURCH AT ANTIOCH,
 LB0912'AT THE JUNCTION WITH A SIDE ROAD LEADING WEST, 25 FEET WEST OF THE
 LB0912'CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER LINE
 LB0912'OF THE SIDE ROAD, 9.5 FEET NORTH OF A FENCE CORNER, 2 FEET
 LB0912'SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 LB0912'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED M 114 1946 AND SET
 LB0912'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0096 ***********************************************************************
 LB0096  DESIGNATION -  M 115
 LB0096  PID         -  LB0096
 LB0096  STATE/COUNTY-  IN/CASS
 LB0096  COUNTRY     -  US
 LB0096  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0096
 LB0096                         *CURRENT SURVEY CONTROL
 LB0096  ______________________________________________________________________
 LB0096* NAD 83(1986) POSITION- 40 36 18.     (N) 086 20 09.     (W)   SCALED
 LB0096* NAVD 88 ORTHO HEIGHT -   221.483 (meters)      726.65  (feet) ADJUSTED
 LB0096  ______________________________________________________________________
 LB0096  GEOID HEIGHT    -        -34.306 (meters)                     GEOID18
 LB0096  DYNAMIC HEIGHT  -        221.372 (meters)      726.28  (feet) COMP
 LB0096  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 LB0096
 LB0096  VERT ORDER      -  SECOND    CLASS 0
 LB0096
 LB0096.The horizontal coordinates were scaled from a map and have
 LB0096.an estimated accuracy of +/- 6 seconds.
 LB0096
 LB0096.The orthometric height was determined by differential leveling and
 LB0096.adjusted by the NATIONAL GEODETIC SURVEY
 LB0096.in June 1991.
 LB0096
 LB0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0096.GEOID18 height accuracy estimate available here.
 LB0096
 LB0096.Click photographs - Photos may exist for this station.
 LB0096
 LB0096.The dynamic height is computed by dividing the NAVD 88
 LB0096.geopotential number by the normal gravity value computed on the
 LB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0096.degrees latitude (g = 980.6199 gals.).
 LB0096
 LB0096.The modeled gravity was interpolated from observed gravity values.
 LB0096
 LB0096;                    North         East    Units  Estimated Accuracy
 LB0096;SPC IN E     -   594,910.       43,370.      MT  (+/- 180 meters Scaled)
 LB0096
 LB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK561951(NAD 83)
 LB0096
 LB0096                          SUPERSEDED SURVEY CONTROL
 LB0096
 LB0096  NGVD 29 (??/??/92)  221.598  (m)          727.03   (f) ADJ UNCH    2 0
 LB0096
 LB0096.Superseded values are not recommended for survey control.
 LB0096
 LB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0096.See file dsdata.pdf to determine how the superseded data were derived.
 LB0096
 LB0096_MARKER: DB = BENCH MARK DISK
 LB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0096_STAMPING: M 115 1946
 LB0096_MARK LOGO: CGS
 LB0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0096+STABILITY: SURFACE MOTION
 LB0096
 LB0096  HISTORY     - Date     Condition        Report By
 LB0096  HISTORY     - 1946     MONUMENTED       CGS
 LB0096
 LB0096                          STATION DESCRIPTION
 LB0096
 LB0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0096'3.2 MI E FROM DEER CREEK.
 LB0096'ABOUT 3.25 MILES EAST ALONG A GRAVEL ROAD LEADING TO LINCOLN
 LB0096'FROM THE JUNCTION WITH STATE HIGHWAY 29 AT DEER CREEK, IN THE
 LB0096'NORTHEAST QUARTER OF A CROSS ROAD, 21 FEET NORTH OF THE CENTER
 LB0096'LINE OF THE EAST-WEST ROAD, 30 FEET EAST OF THE CENTER LINE
 LB0096'OF THE NORTH-SOUTH ROAD, 5.5 FEET NORTHWEST OF A FENCE CORNER,
 LB0096'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 LB0096'FOOT SOUTHWEST OF A FENCE LINE AND ABOUT 0.5 FOOT BELOW THE
 LB0096'CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED M 115 1946
 LB0096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0096'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0011 ***********************************************************************
 LB0011  DESIGNATION -  M 117
 LB0011  PID         -  LB0011
 LB0011  STATE/COUNTY-  IN/CARROLL
 LB0011  COUNTRY     -  US
 LB0011  USGS QUAD   -  DEER CREEK (2019)
 LB0011
 LB0011                         *CURRENT SURVEY CONTROL
 LB0011  ______________________________________________________________________
 LB0011* NAD 83(1986) POSITION- 40 37 21.     (N) 086 23 27.     (W)   SCALED
 LB0011* NAVD 88 ORTHO HEIGHT -   216.951 (meters)      711.78  (feet) ADJUSTED
 LB0011  ______________________________________________________________________
 LB0011  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 LB0011  DYNAMIC HEIGHT  -        216.844 (meters)      711.43  (feet) COMP
 LB0011  MODELED GRAVITY -    980,127.1   (mgal)                       NAVD 88
 LB0011
 LB0011  VERT ORDER      -  SECOND    CLASS 0
 LB0011
 LB0011.The horizontal coordinates were scaled from a map and have
 LB0011.an estimated accuracy of +/- 6 seconds.
 LB0011
 LB0011.The orthometric height was determined by differential leveling and
 LB0011.adjusted by the NATIONAL GEODETIC SURVEY
 LB0011.in June 1991.
 LB0011
 LB0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0011.GEOID18 height accuracy estimate available here.
 LB0011
 LB0011.Click photographs - Photos may exist for this station.
 LB0011
 LB0011.The dynamic height is computed by dividing the NAVD 88
 LB0011.geopotential number by the normal gravity value computed on the
 LB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0011.degrees latitude (g = 980.6199 gals.).
 LB0011
 LB0011.The modeled gravity was interpolated from observed gravity values.
 LB0011
 LB0011;                    North         East    Units  Estimated Accuracy
 LB0011;SPC IN W     -   596,870.      958,590.      MT  (+/- 180 meters Scaled)
 LB0011
 LB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515970(NAD 83)
 LB0011
 LB0011                          SUPERSEDED SURVEY CONTROL
 LB0011
 LB0011  NGVD 29 (??/??/92)  217.066  (m)          712.16   (f) ADJ UNCH    2 0
 LB0011
 LB0011.Superseded values are not recommended for survey control.
 LB0011
 LB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0011.See file dsdata.pdf to determine how the superseded data were derived.
 LB0011
 LB0011_MARKER: DB = BENCH MARK DISK
 LB0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0011_SP_SET: CULVERT WINGWALL
 LB0011_STAMPING: M 117 1946
 LB0011_MARK LOGO: CGS
 LB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0011+STABILITY: SURFACE MOTION
 LB0011
 LB0011  HISTORY     - Date     Condition        Report By
 LB0011  HISTORY     - 1946     MONUMENTED       CGS
 LB0011  HISTORY     - 20100630 MARK NOT FOUND   INDOT
 LB0011
 LB0011                          STATION DESCRIPTION
 LB0011
 LB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0011'0.8 MI N FROM DEER CREEK.
 LB0011'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0011'WITH STATE HIGHWAY 218 AT DEER CREEK, 0.35 MILE SOUTH OF THE
 LB0011'JUNCTION WITH A ROAD LEADING EAST, SET IN THE TOP OF THE NORTHEAST
 LB0011'WINGWALL OF A 10-FOOT CONCRETE CULVERT, 24 FEET EAST OF THE
 LB0011'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FOOT BELOW HIGHWAY
 LB0011'LEVEL.  A STANDARD DISK, STAMPED M 117 1946.
 LB0011
 LB0011                          STATION RECOVERY (2010)
 LB0011
 LB0011'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 LB0011'BENCH MARK MOST LIKELY DESTROYED BY NEW CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0963 ***********************************************************************
 LB0963  DESIGNATION -  M 118
 LB0963  PID         -  LB0963
 LB0963  STATE/COUNTY-  IN/CARROLL
 LB0963  COUNTRY     -  US
 LB0963  USGS QUAD   -  FLORA (2019)
 LB0963
 LB0963                         *CURRENT SURVEY CONTROL
 LB0963  ______________________________________________________________________
 LB0963* NAD 83(1986) POSITION- 40 33 16.     (N) 086 31 46.     (W)   SCALED
 LB0963* NAVD 88 ORTHO HEIGHT -   213.237 (meters)      699.60  (feet) ADJUSTED
 LB0963  ______________________________________________________________________
 LB0963  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 LB0963  DYNAMIC HEIGHT  -        213.131 (meters)      699.25  (feet) COMP
 LB0963  MODELED GRAVITY -    980,123.4   (mgal)                       NAVD 88
 LB0963
 LB0963  VERT ORDER      -  SECOND    CLASS 0
 LB0963
 LB0963.The horizontal coordinates were scaled from a map and have
 LB0963.an estimated accuracy of +/- 6 seconds.
 LB0963
 LB0963.The orthometric height was determined by differential leveling and
 LB0963.adjusted by the NATIONAL GEODETIC SURVEY
 LB0963.in June 1991.
 LB0963
 LB0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0963.GEOID18 height accuracy estimate available here.
 LB0963
 LB0963.Click photographs - Photos may exist for this station.
 LB0963
 LB0963.The dynamic height is computed by dividing the NAVD 88
 LB0963.geopotential number by the normal gravity value computed on the
 LB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0963.degrees latitude (g = 980.6199 gals.).
 LB0963
 LB0963.The modeled gravity was interpolated from observed gravity values.
 LB0963
 LB0963;                    North         East    Units  Estimated Accuracy
 LB0963;SPC IN W     -   589,230.      946,910.      MT  (+/- 180 meters Scaled)
 LB0963
 LB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398894(NAD 83)
 LB0963
 LB0963                          SUPERSEDED SURVEY CONTROL
 LB0963
 LB0963  NGVD 29 (??/??/92)  213.347  (m)          699.96   (f) ADJ UNCH    2 0
 LB0963
 LB0963.Superseded values are not recommended for survey control.
 LB0963
 LB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0963.See file dsdata.pdf to determine how the superseded data were derived.
 LB0963
 LB0963_MARKER: DB = BENCH MARK DISK
 LB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0963_STAMPING: M 118 1946
 LB0963_MARK LOGO: CGS
 LB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0963+STABILITY: SURFACE MOTION
 LB0963
 LB0963  HISTORY     - Date     Condition        Report By
 LB0963  HISTORY     - 1946     MONUMENTED       CGS
 LB0963  HISTORY     - 1972     GOOD             NGS
 LB0963  HISTORY     - 1981     GOOD             INDNR
 LB0963
 LB0963                          STATION DESCRIPTION
 LB0963
 LB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0963'0.8 MI N FROM FLORA.
 LB0963'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0963'RAILROAD STATION AT FLORA, THENCE 0.5 MILE NORTH ALONG A GRAVEL
 LB0963'ROAD LEADING TO CAMDEN, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0963'WEST, IN THE NORTHWEST QUARTER OF THE JUNCTION, 26 FEET WEST OF
 LB0963'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTER
 LB0963'LINE OF THE SIDE ROAD, 10 FEET NORTHEAST OF A CONCRETE CORNER
 LB0963'FENCE POST, 7 FEET NORTH OF A POWER LINE GUY POLE, 1 1/2 FEET
 LB0963'EAST OF A FENCE LINE AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB0963'DISK, STAMPED M 118 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0963'PROJECTING 4 INCHES ABOVE GROUND.
 LB0963
 LB0963                          STATION RECOVERY (1972)
 LB0963
 LB0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LB0963'RECOVERED IN GOOD CONDITION.
 LB0963
 LB0963                          STATION RECOVERY (1981)
 LB0963
 LB0963'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0972 ***********************************************************************
 LB0972  CBN         -  This is a Cooperative Base Network Control Station.
 LB0972  DESIGNATION -  M 119
 LB0972  PID         -  LB0972
 LB0972  STATE/COUNTY-  IN/CARROLL
 LB0972  COUNTRY     -  US
 LB0972  USGS QUAD   -  DELPHI (2019)
 LB0972
 LB0972                         *CURRENT SURVEY CONTROL
 LB0972  ______________________________________________________________________
 LB0972* NAD 83(2011) POSITION- 40 31 58.23235(N) 086 38 20.33181(W)   ADJUSTED
 LB0972* NAD 83(2011) ELLIP HT-   175.516 (meters)        (06/27/12)   ADJUSTED
 LB0972* NAD 83(2011) EPOCH   -  2010.00
 LB0972* NAVD 88 ORTHO HEIGHT -   209.564 (meters)      687.54  (feet) ADJUSTED
 LB0972  ______________________________________________________________________
 LB0972  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 LB0972  NAD 83(2011) X  -    284,611.604 (meters)                     COMP
 LB0972  NAD 83(2011) Y  - -4,846,249.006 (meters)                     COMP
 LB0972  NAD 83(2011) Z  -  4,123,246.446 (meters)                     COMP
 LB0972  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 LB0972  DYNAMIC HEIGHT  -        209.460 (meters)      687.20  (feet) COMP
 LB0972  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 LB0972
 LB0972  VERT ORDER      -  SECOND    CLASS 0
 LB0972
 LB0972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0972  Standards:
 LB0972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0972  -------------------------------------------------------------------
 LB0972  NETWORK    0.56   1.10           0.26   0.18   0.56     -0.01698373
 LB0972  -------------------------------------------------------------------
 LB0972  Click here for local accuracies and other accuracy information.
 LB0972
 LB0972.The horizontal coordinates were established by GPS observations
 LB0972.and adjusted by the National Geodetic Survey in June 2012.
 LB0972
 LB0972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0972.been affixed to the stable North American tectonic plate. See 
 LB0972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0972
 LB0972.The horizontal coordinates are valid at the epoch date displayed above
 LB0972.which is a decimal equivalence of Year/Month/Day.
 LB0972
 LB0972.The orthometric height was determined by differential leveling and
 LB0972.adjusted by the NATIONAL GEODETIC SURVEY
 LB0972.in June 1991.
 LB0972
 LB0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0972.GEOID18 height accuracy estimate available here.
 LB0972
 LB0972.Click photographs - Photos may exist for this station.
 LB0972
 LB0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0972
 LB0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0972
 LB0972.The ellipsoidal height was determined by GPS observations
 LB0972.and is referenced to NAD 83.
 LB0972
 LB0972.The dynamic height is computed by dividing the NAVD 88
 LB0972.geopotential number by the normal gravity value computed on the
 LB0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0972.degrees latitude (g = 980.6199 gals.).
 LB0972
 LB0972.The modeled gravity was interpolated from observed gravity values.
 LB0972
 LB0972. The following values were computed from the NAD 83(2011) position.
 LB0972
 LB0972;                    North         East     Units Scale Factor Converg.
 LB0972;SPC IN W     -   586,777.221   937,647.178   MT  0.99998411   +0 17 19.6
 LB0972;SPC IN W     - 1,925,118.27  3,076,264.12   sFT  0.99998411   +0 17 19.6
 LB0972;UTM  16      - 4,486,962.837   530,575.636   MT  0.99961151   +0 14 04.6
 LB0972
 LB0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0972!SPC IN W     -   0.99997247  x   0.99998411  =   0.99995658
 LB0972!UTM  16      -   0.99997247  x   0.99961151  =   0.99958399
 LB0972
 LB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3057586962(NAD 83)
 LB0972
 LB0972                          SUPERSEDED SURVEY CONTROL
 LB0972
 LB0972  NAD 83(2007)-  40 31 58.23252(N)    086 38 20.33283(W) AD(2002.00) 0
 LB0972  ELLIP H (02/10/07)  175.540  (m)                       GP(2002.00)    
 LB0972  NAD 83(1997)-  40 31 58.23229(N)    086 38 20.33259(W) AD(       ) B
 LB0972  ELLIP H (04/10/98)  175.536  (m)                       GP(       ) 4 1
 LB0972  NAVD 88             209.56   (m)          687.5    (f) LEVELING    3  
 LB0972  NGVD 29 (??/??/92)  209.671  (m)          687.90   (f) ADJ UNCH    2 0
 LB0972
 LB0972.Superseded values are not recommended for survey control.
 LB0972
 LB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0972.See file dsdata.pdf to determine how the superseded data were derived.
 LB0972
 LB0972_MARKER: DB = BENCH MARK DISK
 LB0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0972_STAMPING: M 119 1946
 LB0972_MARK LOGO: CGS
 LB0972_PROJECTION: RECESSED 10 CENTIMETERS
 LB0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0972+STABILITY: SURFACE MOTION
 LB0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0972+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 LB0972
 LB0972  HISTORY     - Date     Condition        Report By
 LB0972  HISTORY     - 1946     MONUMENTED       CGS
 LB0972  HISTORY     - 19970814 GOOD             SEC
 LB0972  HISTORY     - 19980724 GOOD             WOOLPT
 LB0972  HISTORY     - 20040929 GOOD             INDIV
 LB0972  HISTORY     - 20190805 GOOD             GEOPRO
 LB0972
 LB0972                          STATION DESCRIPTION
 LB0972
 LB0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0972'4.2 MI SE FROM DELPHI.
 LB0972'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE COURT
 LB0972'HOUSE AT DELPHI, IN THE NORTHEAST QUARTER OF AN EAST-WEST ROAD
 LB0972'INTERSECTION, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22
 LB0972'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 4 FEET NORTH OF
 LB0972'A CONCRETE CORNER FENCE POST, 1 1/2 FEET WEST OF THE EAST
 LB0972'RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL WITH THE HIGHWAY.  A
 LB0972'STANDARD DISK, STAMPED M 119 1946.
 LB0972
 LB0972                          STATION RECOVERY (1997)
 LB0972
 LB0972'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0972'4.2 MILES (6.8 KM) SOUTH OF THE EAST JUNCTION OF STATE ROAD 39 AND
 LB0972'STATE ROAD 25 IN DELPHI TO A CROSSROADS (COUNTY ROAD 100 SOUTH). THE
 LB0972'STATION IS SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH GROUND.
 LB0972'LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 9.10 METERS
 LB0972'(29.86 FT) EAST OF CENTERLINE OF STATE ROAD 39 (U.S. 421), 6.60 METERS
 LB0972'(21.65 FT) NORTH OF CENTERLINE OF THE COUNTY ROAD AND 1.10 METERS
 LB0972'(3.61 FT) NORTH OF A 0.35 METER (1.15 FT) DIAMETER CONCRETE POST.
 LB0972
 LB0972                          STATION RECOVERY (1998)
 LB0972
 LB0972'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 LB0972'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (EJR).
 LB0972
 LB0972                          STATION RECOVERY (2004)
 LB0972
 LB0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRC)
 LB0972'RECOVERED IN GOOD CONDITION.
 LB0972
 LB0972                          STATION RECOVERY (2019)
 LB0972
 LB0972'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 LB0972'THE STATION IS LOCATED 3.3 FT (1.0 M) NORTH FROM A CONCRETE PILLAR,
 LB0972'9.6 FT (2.9 M) NORTHWEST FROM A STOP SIGN, 26.9 FT (8.2 M) SOUTH) FROM
 LB0972'THE CENTER OF CATCH BASIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0921 ***********************************************************************
 JA0921  DESIGNATION -  M 12
 JA0921  PID         -  JA0921
 JA0921  STATE/COUNTY-  IN/GREENE
 JA0921  COUNTRY     -  US
 JA0921  USGS QUAD   -  LYONS (2019)
 JA0921
 JA0921                         *CURRENT SURVEY CONTROL
 JA0921  ______________________________________________________________________
 JA0921* NAD 83(1986) POSITION- 38 54 43.     (N) 087 02 54.     (W)   SCALED
 JA0921* NAVD 88 ORTHO HEIGHT -   147.629 (meters)      484.35  (feet) ADJUSTED
 JA0921  ______________________________________________________________________
 JA0921  GEOID HEIGHT    -        -32.653 (meters)                     GEOID18
 JA0921  DYNAMIC HEIGHT  -        147.538 (meters)      484.05  (feet) COMP
 JA0921  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 JA0921
 JA0921  VERT ORDER      -  FIRST     CLASS II
 JA0921
 JA0921.The horizontal coordinates were scaled from a map and have
 JA0921.an estimated accuracy of +/- 6 seconds.
 JA0921
 JA0921.The orthometric height was determined by differential leveling and
 JA0921.adjusted by the NATIONAL GEODETIC SURVEY
 JA0921.in June 1991.
 JA0921
 JA0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0921.GEOID18 height accuracy estimate available here.
 JA0921
 JA0921.Click photographs - Photos may exist for this station.
 JA0921
 JA0921.The dynamic height is computed by dividing the NAVD 88
 JA0921.geopotential number by the normal gravity value computed on the
 JA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0921.degrees latitude (g = 980.6199 gals.).
 JA0921
 JA0921.The modeled gravity was interpolated from observed gravity values.
 JA0921
 JA0921;                    North         East    Units  Estimated Accuracy
 JA0921;SPC IN W     -   406,720.      903,040.      MT  (+/- 180 meters Scaled)
 JA0921
 JA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ958070(NAD 83)
 JA0921
 JA0921                          SUPERSEDED SURVEY CONTROL
 JA0921
 JA0921  NGVD 29 (??/??/92)  147.764  (m)          484.79   (f) ADJ UNCH    1 2
 JA0921
 JA0921.Superseded values are not recommended for survey control.
 JA0921
 JA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0921.See file dsdata.pdf to determine how the superseded data were derived.
 JA0921
 JA0921_MARKER: DB = BENCH MARK DISK
 JA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0921_STAMPING: 487.789 M 12 1930
 JA0921_MARK LOGO: CGS
 JA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0921+STABILITY: SURFACE MOTION
 JA0921
 JA0921  HISTORY     - Date     Condition        Report By
 JA0921  HISTORY     - 1930     MONUMENTED       CGS
 JA0921  HISTORY     - 1934     GOOD             CGS
 JA0921  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0921
 JA0921                          STATION DESCRIPTION
 JA0921
 JA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0921'2.5 MI S FROM NEWBERRY.
 JA0921'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA0921'NEWBERRY, GREENE COUNTY, 6 POLES SOUTH OF MILEPOST 58, 44.5 FEET
 JA0921'SOUTH OF THE CENTERLINE OF THE VICTOR HASLET PRIVATE ROAD, 30.3
 JA0921'FEET EAST OF THE EAST RAIL, AND 3 FEET WEST OF THE EAST
 JA0921'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 484.789 M 12 1930
 JA0921'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1-1/2
 JA0921'INCHES ABOVE GROUND.
 JA0921
 JA0921                          STATION RECOVERY (1985)
 JA0921
 JA0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0704 ***********************************************************************
 LB0704  DESIGNATION -  M 120
 LB0704  PID         -  LB0704
 LB0704  STATE/COUNTY-  IN/CARROLL
 LB0704  COUNTRY     -  US
 LB0704  USGS QUAD   -  PYRMONT (2019)
 LB0704
 LB0704                         *CURRENT SURVEY CONTROL
 LB0704  ______________________________________________________________________
 LB0704* NAD 83(1986) POSITION- 40 28 02.     (N) 086 40 41.     (W)   SCALED
 LB0704* NAVD 88 ORTHO HEIGHT -   206.231 (meters)      676.61  (feet) ADJUSTED
 LB0704  ______________________________________________________________________
 LB0704  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 LB0704  DYNAMIC HEIGHT  -        206.128 (meters)      676.27  (feet) COMP
 LB0704  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 LB0704
 LB0704  VERT ORDER      -  SECOND    CLASS 0
 LB0704
 LB0704.The horizontal coordinates were scaled from a map and have
 LB0704.an estimated accuracy of +/- 6 seconds.
 LB0704
 LB0704.The orthometric height was determined by differential leveling and
 LB0704.adjusted by the NATIONAL GEODETIC SURVEY
 LB0704.in June 1991.
 LB0704
 LB0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0704.GEOID18 height accuracy estimate available here.
 LB0704
 LB0704.Click photographs - Photos may exist for this station.
 LB0704
 LB0704.The dynamic height is computed by dividing the NAVD 88
 LB0704.geopotential number by the normal gravity value computed on the
 LB0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0704.degrees latitude (g = 980.6199 gals.).
 LB0704
 LB0704.The modeled gravity was interpolated from observed gravity values.
 LB0704
 LB0704;                    North         East    Units  Estimated Accuracy
 LB0704;SPC IN W     -   579,480.      934,370.      MT  (+/- 180 meters Scaled)
 LB0704
 LB0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK272796(NAD 83)
 LB0704
 LB0704                          SUPERSEDED SURVEY CONTROL
 LB0704
 LB0704  NGVD 29 (??/??/92)  206.34   (m)          677.0    (f) COMPUTED    2 0
 LB0704
 LB0704.Superseded values are not recommended for survey control.
 LB0704
 LB0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0704.See file dsdata.pdf to determine how the superseded data were derived.
 LB0704
 LB0704_MARKER: DB = BENCH MARK DISK
 LB0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0704_SP_SET: BUILDING
 LB0704_STAMPING: M 120 1946
 LB0704_MARK LOGO: CGS
 LB0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0704
 LB0704  HISTORY     - Date     Condition        Report By
 LB0704  HISTORY     - 1946     MONUMENTED       CGS
 LB0704  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0704
 LB0704                          STATION DESCRIPTION
 LB0704
 LB0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0704'AT PRYMONT.
 LB0704'AT PRYMONT, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 LB0704'CORNER OF THE PRYMONT SCHOOL BUILDING, 1.7 FOOT EAST OF THE
 LB0704'CORNER AND 3.0 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LB0704'M 120 1946.
 LB0704
 LB0704                          STATION RECOVERY (2009)
 LB0704
 LB0704'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0704'MARK NOT FOUND (BUILDING IS GONE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0657 ***********************************************************************
 KA0657  DESIGNATION -  M 121
 KA0657  PID         -  KA0657
 KA0657  STATE/COUNTY-  IN/PUTNAM
 KA0657  COUNTRY     -  US
 KA0657  USGS QUAD   -  GREENCASTLE (2019)
 KA0657
 KA0657                         *CURRENT SURVEY CONTROL
 KA0657  ______________________________________________________________________
 KA0657* NAD 83(1986) POSITION- 39 39 28.     (N) 086 51 04.     (W)   SCALED
 KA0657* NAVD 88 ORTHO HEIGHT -   228.539 (meters)      749.80  (feet) POSTED
 KA0657  ______________________________________________________________________
 KA0657  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 KA0657  DYNAMIC HEIGHT  -        228.41  (meters)      749.4   (feet) COMP
 KA0657  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 KA0657
 KA0657  VERT ORDER      -  * POSTED, SEE BELOW
 KA0657
 KA0657.The horizontal coordinates were scaled from a map and have
 KA0657.an estimated accuracy of +/- 6 seconds.
 KA0657
 KA0657.The orthometric height was determined by differential leveling
 KA0657.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0657
 KA0657.* This is a POSTED BENCH MARK height.
 KA0657
 KA0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0657.GEOID18 height accuracy estimate available here.
 KA0657
 KA0657.Click photographs - Photos may exist for this station.
 KA0657
 KA0657.The dynamic height is computed by dividing the NAVD 88
 KA0657.geopotential number by the normal gravity value computed on the
 KA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0657.degrees latitude (g = 980.6199 gals.).
 KA0657
 KA0657.The modeled gravity was interpolated from observed gravity values.
 KA0657
 KA0657;                    North         East    Units  Estimated Accuracy
 KA0657;SPC IN W     -   489,550.      919,930.      MT  (+/- 180 meters Scaled)
 KA0657
 KA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ127897(NAD 83)
 KA0657
 KA0657                          SUPERSEDED SURVEY CONTROL
 KA0657
 KA0657  NGVD 29 (??/??/92)  228.654  (m)          750.18   (f) ADJ UNCH    1 2
 KA0657
 KA0657.Superseded values are not recommended for survey control.
 KA0657
 KA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0657.See file dsdata.pdf to determine how the superseded data were derived.
 KA0657
 KA0657_MARKER: DB = BENCH MARK DISK
 KA0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0657_SP_SET: BRIDGE ABUTMENT
 KA0657_STAMPING: M 121 1946
 KA0657_MARK LOGO: CGS
 KA0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0657
 KA0657  HISTORY     - Date     Condition        Report By
 KA0657  HISTORY     - 1946     MONUMENTED       CGS
 KA0657  HISTORY     - 1985     GOOD             NGS
 KA0657
 KA0657                          STATION DESCRIPTION
 KA0657
 KA0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0657'0.9 MI E FROM GREENCASTLE.
 KA0657'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.9 MILE EAST OF THE
 KA0657'STATION AT GREENCASTLE, AT THE OVERPASS OVER THE CHICAGO,
 KA0657'INDIANAPOLIS AND LOUISVILLE RAILWAY, AT POLE NUMBER 38/08, SET
 KA0657'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 KA0657'OF BRIDGE 96, 3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST
 KA0657'BOUND TRACK, 3 FEET SOUTHEAST OF THE NORTHWEST IRON RAILING OF
 KA0657'THE BRIDGE, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACK.
 KA0657'A STANDARD DISK, STAMPED M 121 1946.
 KA0657
 KA0657                          STATION RECOVERY (1985)
 KA0657
 KA0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0657'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0657'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1379 ***********************************************************************
 LB1379  DESIGNATION -  M 122
 LB1379  PID         -  LB1379
 LB1379  STATE/COUNTY-  IN/BENTON
 LB1379  COUNTRY     -  US
 LB1379  USGS QUAD   -  BOSWELL (2019)
 LB1379
 LB1379                         *CURRENT SURVEY CONTROL
 LB1379  ______________________________________________________________________
 LB1379* NAD 83(1986) POSITION- 40 37 21.     (N) 087 22 52.     (W)   SCALED
 LB1379* NAVD 88 ORTHO HEIGHT -   237.603 (meters)      779.54  (feet) ADJUSTED
 LB1379  ______________________________________________________________________
 LB1379  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 LB1379  DYNAMIC HEIGHT  -        237.489 (meters)      779.16  (feet) COMP
 LB1379  MODELED GRAVITY -    980,138.3   (mgal)                       NAVD 88
 LB1379
 LB1379  VERT ORDER      -  SECOND    CLASS 0
 LB1379
 LB1379.The horizontal coordinates were scaled from a map and have
 LB1379.an estimated accuracy of +/- 6 seconds.
 LB1379
 LB1379.The orthometric height was determined by differential leveling and
 LB1379.adjusted by the NATIONAL GEODETIC SURVEY
 LB1379.in June 1991.
 LB1379
 LB1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1379.GEOID18 height accuracy estimate available here.
 LB1379
 LB1379.Click photographs - Photos may exist for this station.
 LB1379
 LB1379.The dynamic height is computed by dividing the NAVD 88
 LB1379.geopotential number by the normal gravity value computed on the
 LB1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1379.degrees latitude (g = 980.6199 gals.).
 LB1379
 LB1379.The modeled gravity was interpolated from observed gravity values.
 LB1379
 LB1379;                    North         East    Units  Estimated Accuracy
 LB1379;SPC IN W     -   596,680.      874,810.      MT  (+/- 180 meters Scaled)
 LB1379
 LB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK677969(NAD 83)
 LB1379
 LB1379                          SUPERSEDED SURVEY CONTROL
 LB1379
 LB1379  NGVD 29 (??/??/92)  237.654  (m)          779.70   (f) ADJ UNCH    2 0
 LB1379
 LB1379.Superseded values are not recommended for survey control.
 LB1379
 LB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1379.See file dsdata.pdf to determine how the superseded data were derived.
 LB1379
 LB1379_MARKER: DB = BENCH MARK DISK
 LB1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1379_SP_SET: BRIDGE
 LB1379_STAMPING: M 122 1946
 LB1379_MARK LOGO: CGS
 LB1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1379
 LB1379  HISTORY     - Date     Condition        Report By
 LB1379  HISTORY     - 1946     MONUMENTED       CGS
 LB1379  HISTORY     - 1969     MARK NOT FOUND   CGS
 LB1379
 LB1379                          STATION DESCRIPTION
 LB1379
 LB1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1379'3.8 MI NW FROM FOWLER.
 LB1379'ABOUT 3.75 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 18 FROM
 LB1379'THE COUNTY COURT HOUSE AT FOWLER AND ABOUT 4.05 MILES EAST OF
 LB1379'THE NEW YORK CENTRAL RAILROAD STATION AT FREE, AT THE
 LB1379'INTERSECTION WITH U.S. HIGHWAY 41, ABOUT 90 YARDS NORTH OF THE
 LB1379'CENTER OF THE INTERSECTION SET IN THE TOP OF THE SOUTHWEST
 LB1379'WINGWALL AT THE SOUTH END OF A 28-FOOT CONCRETE BRIDGE OVER THE
 LB1379'EAST FORK OF MUD CREEK, 14 FEET WEST OF THE CENTER LINE OF
 LB1379'HIGHWAY 41, 1 FOOT WEST OF THE WEST CONCRETE BRIDGE RAILING,
 LB1379'ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 LB1379'M 122 1946.
 LB1379
 LB1379                          STATION RECOVERY (1969)
 LB1379
 LB1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LB1379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1109 ***********************************************************************
 LB1109  DESIGNATION -  M 123 RESET
 LB1109  PID         -  LB1109
 LB1109  STATE/COUNTY-  IN/WHITE
 LB1109  COUNTRY     -  US
 LB1109  USGS QUAD   -  BROOKSTON SW (2019)
 LB1109
 LB1109                         *CURRENT SURVEY CONTROL
 LB1109  ______________________________________________________________________
 LB1109* NAD 83(1986) POSITION- 40 36 19.     (N) 086 59 00.     (W)   SCALED
 LB1109* NAVD 88 ORTHO HEIGHT -   222.166 (meters)      728.89  (feet) ADJUSTED
 LB1109  ______________________________________________________________________
 LB1109  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 LB1109  DYNAMIC HEIGHT  -        222.059 (meters)      728.54  (feet) COMP
 LB1109  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LB1109
 LB1109  VERT ORDER      -  SECOND    CLASS 0
 LB1109
 LB1109.The horizontal coordinates were scaled from a map and have
 LB1109.an estimated accuracy of +/- 6 seconds.
 LB1109
 LB1109.The orthometric height was determined by differential leveling and
 LB1109.adjusted by the NATIONAL GEODETIC SURVEY
 LB1109.in June 1991.
 LB1109
 LB1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1109.GEOID18 height accuracy estimate available here.
 LB1109
 LB1109.Click photographs - Photos may exist for this station.
 LB1109
 LB1109.The dynamic height is computed by dividing the NAVD 88
 LB1109.geopotential number by the normal gravity value computed on the
 LB1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1109.degrees latitude (g = 980.6199 gals.).
 LB1109
 LB1109.The modeled gravity was interpolated from observed gravity values.
 LB1109
 LB1109;                    North         East    Units  Estimated Accuracy
 LB1109;SPC IN W     -   594,730.      908,460.      MT  (+/- 180 meters Scaled)
 LB1109
 LB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK014949(NAD 83)
 LB1109
 LB1109                          SUPERSEDED SURVEY CONTROL
 LB1109
 LB1109  NGVD 29 (??/??/92)  222.253  (m)          729.18   (f) ADJ UNCH    2 0
 LB1109
 LB1109.Superseded values are not recommended for survey control.
 LB1109
 LB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1109.See file dsdata.pdf to determine how the superseded data were derived.
 LB1109
 LB1109_MARKER: DB = BENCH MARK DISK
 LB1109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1109_SP_SET: CULVERT HEADWALL
 LB1109_STAMPING: M 123 RESET 1946
 LB1109_MARK LOGO: CGS
 LB1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1109+STABILITY: SURFACE MOTION
 LB1109
 LB1109  HISTORY     - Date     Condition        Report By
 LB1109  HISTORY     - 1946     MONUMENTED       CGS
 LB1109
 LB1109                          STATION DESCRIPTION
 LB1109
 LB1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1109'6.3 MI W FROM BROOKSTON.
 LB1109'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1109'INDIANAPOLIS AND LOUISVILLE RAILROAD STATION AT BROOKSTON, ABOUT
 LB1109'100 YARDS EAST OF A DRIVE LEADING NORTH TO A HOUSE ABOUT 0.2
 LB1109'MILE NORTH OF THE HIGHWAY, 22.5 FEET SOUTH OF THE CENTER LINE
 LB1109'OF THE HIGHWAY, 18 FEET NORTHWEST OF A FENCE CORNER, 12.5 FEET
 LB1109'NORTH OF A FENCE LINE, AND SET IN THE TOP OF THE SOUTH END OF THE
 LB1109'WEST CONCRETE HEAD WALL OF A 12 INCH CORRUGATED PIPE CULVERT
 LB1109'UNDER A DRIVE LEADING TO A CULTIVATED FIELD, 7.5 FEET WEST OF THE
 LB1109'CENTER LINE OF THE DRIVE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LB1109'IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1060 ***********************************************************************
 LB1060  DESIGNATION -  M 126
 LB1060  PID         -  LB1060
 LB1060  STATE/COUNTY-  IN/WHITE
 LB1060  COUNTRY     -  US
 LB1060  USGS QUAD   -  BUFFALO (2019)
 LB1060
 LB1060                         *CURRENT SURVEY CONTROL
 LB1060  ______________________________________________________________________
 LB1060* NAD 83(1986) POSITION- 40 53 02.     (N) 086 41 47.     (W)   SCALED
 LB1060* NAVD 88 ORTHO HEIGHT -   208.610 (meters)      684.41  (feet) ADJUSTED
 LB1060  ______________________________________________________________________
 LB1060  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 LB1060  DYNAMIC HEIGHT  -        208.517 (meters)      684.11  (feet) COMP
 LB1060  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 LB1060
 LB1060  VERT ORDER      -  SECOND    CLASS 0
 LB1060
 LB1060.The horizontal coordinates were scaled from a map and have
 LB1060.an estimated accuracy of +/- 6 seconds.
 LB1060
 LB1060.The orthometric height was determined by differential leveling and
 LB1060.adjusted by the NATIONAL GEODETIC SURVEY
 LB1060.in June 1991.
 LB1060
 LB1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1060.GEOID18 height accuracy estimate available here.
 LB1060
 LB1060.Click photographs - Photos may exist for this station.
 LB1060
 LB1060.The dynamic height is computed by dividing the NAVD 88
 LB1060.geopotential number by the normal gravity value computed on the
 LB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1060.degrees latitude (g = 980.6199 gals.).
 LB1060
 LB1060.The modeled gravity was interpolated from observed gravity values.
 LB1060
 LB1060;                    North         East    Units  Estimated Accuracy
 LB1060;SPC IN W     -   625,740.      932,610.      MT  (+/- 180 meters Scaled)
 LB1060
 LB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL255259(NAD 83)
 LB1060
 LB1060                          SUPERSEDED SURVEY CONTROL
 LB1060
 LB1060  NGVD 29 (??/??/92)  208.714  (m)          684.76   (f) ADJ UNCH    2 0
 LB1060
 LB1060.Superseded values are not recommended for survey control.
 LB1060
 LB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1060.See file dsdata.pdf to determine how the superseded data were derived.
 LB1060
 LB1060_MARKER: DB = BENCH MARK DISK
 LB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1060_STAMPING: M 126 1946
 LB1060_MARK LOGO: CGS
 LB1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1060+STABILITY: SURFACE MOTION
 LB1060
 LB1060  HISTORY     - Date     Condition        Report By
 LB1060  HISTORY     - 1946     MONUMENTED       CGS
 LB1060
 LB1060                          STATION DESCRIPTION
 LB1060
 LB1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1060'2.8 MI E FROM BUFFALO.
 LB1060'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1060'BUILDING AT BUFFALO, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1060'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF THE INTERSECTION,
 LB1060'74 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 39 FEET
 LB1060'SOUTHEAST OF A POWER LINE POLE, 37 FEET NORTH OF THE CENTER
 LB1060'LINE OF THE HIGHWAY, 11 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 LB1060'MARKER, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, ABOUT
 LB1060'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LB1060'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0657 ***********************************************************************
 ME0657  DESIGNATION -  M 128
 ME0657  PID         -  ME0657
 ME0657  STATE/COUNTY-  IN/PULASKI
 ME0657  COUNTRY     -  US
 ME0657  USGS QUAD   -  RIPLEY (2019)
 ME0657
 ME0657                         *CURRENT SURVEY CONTROL
 ME0657  ______________________________________________________________________
 ME0657* NAD 83(1986) POSITION- 41 03 18.     (N) 086 43 08.     (W)   SCALED
 ME0657* NAVD 88 ORTHO HEIGHT -   213.951 (meters)      701.94  (feet) ADJUSTED
 ME0657  ______________________________________________________________________
 ME0657  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME0657  DYNAMIC HEIGHT  -        213.860 (meters)      701.64  (feet) COMP
 ME0657  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 ME0657
 ME0657  VERT ORDER      -  SECOND    CLASS 0
 ME0657
 ME0657.The horizontal coordinates were scaled from a map and have
 ME0657.an estimated accuracy of +/- 6 seconds.
 ME0657
 ME0657.The orthometric height was determined by differential leveling and
 ME0657.adjusted by the NATIONAL GEODETIC SURVEY
 ME0657.in June 1991.
 ME0657
 ME0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0657.GEOID18 height accuracy estimate available here.
 ME0657
 ME0657.Click photographs - Photos may exist for this station.
 ME0657
 ME0657.The dynamic height is computed by dividing the NAVD 88
 ME0657.geopotential number by the normal gravity value computed on the
 ME0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0657.degrees latitude (g = 980.6199 gals.).
 ME0657
 ME0657.The modeled gravity was interpolated from observed gravity values.
 ME0657
 ME0657;                    North         East    Units  Estimated Accuracy
 ME0657;SPC IN W     -   644,730.      930,640.      MT  (+/- 180 meters Scaled)
 ME0657
 ME0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236449(NAD 83)
 ME0657
 ME0657                          SUPERSEDED SURVEY CONTROL
 ME0657
 ME0657  NGVD 29 (??/??/92)  214.068  (m)          702.32   (f) ADJ UNCH    2 0
 ME0657
 ME0657.Superseded values are not recommended for survey control.
 ME0657
 ME0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0657.See file dsdata.pdf to determine how the superseded data were derived.
 ME0657
 ME0657_MARKER: DB = BENCH MARK DISK
 ME0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0657_STAMPING: M 128 1946
 ME0657_MARK LOGO: CGS
 ME0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0657+STABILITY: SURFACE MOTION
 ME0657
 ME0657  HISTORY     - Date     Condition        Report By
 ME0657  HISTORY     - 1946     MONUMENTED       CGS
 ME0657
 ME0657                          STATION DESCRIPTION
 ME0657
 ME0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0657'7 MI S FROM DENHAM.
 ME0657'ABOUT 7.05 MILES SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0657'AT DENHAM, AT THE INTERSECTION WITH STATE HIGHWAY 14, IN THE
 ME0657'SOUTHEAST QUARTER OF THE INTERSECTION, 79 FEET SOUTH OF THE CENTER
 ME0657'LINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 ME0657'ROAD, 6 FEET SOUTHEAST OF A POWER LINE GUY POLE NUMBER 706-089, 1
 ME0657'FOOT WEST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 ME0657'PROJECTING ABOUT 6 INCHES AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1144 ***********************************************************************
 LB1144  DESIGNATION -  M 129
 LB1144  PID         -  LB1144
 LB1144  STATE/COUNTY-  IN/PULASKI
 LB1144  COUNTRY     -  US
 LB1144  USGS QUAD   -  MONON NE (2019)
 LB1144
 LB1144                         *CURRENT SURVEY CONTROL
 LB1144  ______________________________________________________________________
 LB1144* NAD 83(1986) POSITION- 40 58 39.     (N) 086 47 01.     (W)   SCALED
 LB1144* NAVD 88 ORTHO HEIGHT -   212.302 (meters)      696.53  (feet) ADJUSTED
 LB1144  ______________________________________________________________________
 LB1144  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 LB1144  DYNAMIC HEIGHT  -        212.209 (meters)      696.22  (feet) COMP
 LB1144  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 LB1144
 LB1144  VERT ORDER      -  SECOND    CLASS 0
 LB1144
 LB1144.The horizontal coordinates were scaled from a map and have
 LB1144.an estimated accuracy of +/- 6 seconds.
 LB1144
 LB1144.The orthometric height was determined by differential leveling and
 LB1144.adjusted by the NATIONAL GEODETIC SURVEY
 LB1144.in June 1991.
 LB1144
 LB1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1144.GEOID18 height accuracy estimate available here.
 LB1144
 LB1144.Click photographs - Photos may exist for this station.
 LB1144
 LB1144.The dynamic height is computed by dividing the NAVD 88
 LB1144.geopotential number by the normal gravity value computed on the
 LB1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1144.degrees latitude (g = 980.6199 gals.).
 LB1144
 LB1144.The modeled gravity was interpolated from observed gravity values.
 LB1144
 LB1144;                    North         East    Units  Estimated Accuracy
 LB1144;SPC IN W     -   636,100.      925,230.      MT  (+/- 180 meters Scaled)
 LB1144
 LB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL182362(NAD 83)
 LB1144
 LB1144                          SUPERSEDED SURVEY CONTROL
 LB1144
 LB1144  NGVD 29 (??/??/92)  212.402  (m)          696.86   (f) ADJ UNCH    2 0
 LB1144
 LB1144.Superseded values are not recommended for survey control.
 LB1144
 LB1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1144.See file dsdata.pdf to determine how the superseded data were derived.
 LB1144
 LB1144_MARKER: DB = BENCH MARK DISK
 LB1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1144_SP_SET: BRIDGE WINGWALL
 LB1144_STAMPING: M 129 1946
 LB1144_MARK LOGO: CGS
 LB1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1144
 LB1144  HISTORY     - Date     Condition        Report By
 LB1144  HISTORY     - 1946     MONUMENTED       CGS
 LB1144
 LB1144                          STATION DESCRIPTION
 LB1144
 LB1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1144'5.6 MI E FROM FRANCESVILLE.
 LB1144'ABOUT 5.55 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 LB1144'AT FRANCESVILLE, 0.4 MILE WEST OF A NORTH-SOUTH DIRT ROAD
 LB1144'INTERSECTION, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LB1144'20-FOOT CONCRETE BRIDGE OVER WILTZIN DITCH, 13 FEET NORTH OF THE
 LB1144'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE WEST END OF THE
 LB1144'NORTH GUARD RAIL, ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0392 ***********************************************************************
 KA0392  DESIGNATION -  M 13
 KA0392  PID         -  KA0392
 KA0392  STATE/COUNTY-  IN/MORGAN
 KA0392  COUNTRY     -  US
 KA0392  USGS QUAD   -  PARAGON (2019)
 KA0392
 KA0392                         *CURRENT SURVEY CONTROL
 KA0392  ______________________________________________________________________
 KA0392* NAD 83(1986) POSITION- 39 23 36.64   (N) 086 33 45.51   (W)   HD_HELD1
 KA0392* NAVD 88 ORTHO HEIGHT -   176.677 (meters)      579.65  (feet) ADJUSTED
 KA0392  ______________________________________________________________________
 KA0392  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 KA0392  DYNAMIC HEIGHT  -        176.574 (meters)      579.31  (feet) COMP
 KA0392  MODELED GRAVITY -    980,044.7   (mgal)                       NAVD 88
 KA0392
 KA0392  VERT ORDER      -  FIRST     CLASS II
 KA0392
 KA0392.The horizontal coordinates were determined by differentially corrected
 KA0392.hand held GPS observations or other comparable positioning techniques
 KA0392.and have an estimated accuracy of +/- 3 meters.
 KA0392
 KA0392.The orthometric height was determined by differential leveling and
 KA0392.adjusted by the NATIONAL GEODETIC SURVEY
 KA0392.in June 1991.
 KA0392
 KA0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0392.GEOID18 height accuracy estimate available here.
 KA0392
 KA0392.Click photographs - Photos may exist for this station.
 KA0392
 KA0392.The dynamic height is computed by dividing the NAVD 88
 KA0392.geopotential number by the normal gravity value computed on the
 KA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0392.degrees latitude (g = 980.6199 gals.).
 KA0392
 KA0392.The modeled gravity was interpolated from observed gravity values.
 KA0392
 KA0392;                    North         East    Units  Estimated Accuracy
 KA0392;SPC IN W     -   460,311.5     944,853.4     MT  (+/- 3 meters HH1 GPS) 
 KA0392
 KA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3766160537(NAD 83)
 KA0392
 KA0392                          SUPERSEDED SURVEY CONTROL
 KA0392
 KA0392  NGVD 29 (??/??/92)  176.804  (m)          580.06   (f) ADJ UNCH    1 2
 KA0392
 KA0392.Superseded values are not recommended for survey control.
 KA0392
 KA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0392.See file dsdata.pdf to determine how the superseded data were derived.
 KA0392
 KA0392_MARKER: DB = BENCH MARK DISK
 KA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0392_STAMPING: 580.064 M 13 1930
 KA0392_MARK LOGO: CGS
 KA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0392+STABILITY: SURFACE MOTION
 KA0392
 KA0392  HISTORY     - Date     Condition        Report By
 KA0392  HISTORY     - 1930     MONUMENTED       CGS
 KA0392  HISTORY     - 1944     GOOD             CGS
 KA0392
 KA0392                          STATION DESCRIPTION
 KA0392
 KA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0392'AT PARAGON.
 KA0392'AT PARAGON, MORGAN COUNTY, ON THE PENNSYLVANIA RAILROAD, 95.5
 KA0392'FEET WEST OF THE WEST END OF THE STATION, 3 FEET EAST OF POLE
 KA0392'38/25, AND 9.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.
 KA0392'A STANDARD DISK, STAMPED 580.064 M 13 1930 AND SET IN THE
 KA0392'TOP OF A CONCRETE POST PROJECTING ABOUT 2-1/2 INCHES ABOVE
 KA0392'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0719 ***********************************************************************
 ME0719  DESIGNATION -  M 130
 ME0719  PID         -  ME0719
 ME0719  STATE/COUNTY-  IN/PULASKI
 ME0719  COUNTRY     -  US
 ME0719  USGS QUAD   -  RIPLEY (2019)
 ME0719
 ME0719                         *CURRENT SURVEY CONTROL
 ME0719  ______________________________________________________________________
 ME0719* NAD 83(1986) POSITION- 41 05 04.     (N) 086 39 36.     (W)   SCALED
 ME0719* NAVD 88 ORTHO HEIGHT -   214.964 (meters)      705.26  (feet) ADJUSTED
 ME0719  ______________________________________________________________________
 ME0719  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 ME0719  DYNAMIC HEIGHT  -        214.872 (meters)      704.96  (feet) COMP
 ME0719  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 ME0719
 ME0719  VERT ORDER      -  SECOND    CLASS 0
 ME0719
 ME0719.The horizontal coordinates were scaled from a map and have
 ME0719.an estimated accuracy of +/- 6 seconds.
 ME0719
 ME0719.The orthometric height was determined by differential leveling and
 ME0719.adjusted by the NATIONAL GEODETIC SURVEY
 ME0719.in June 1991.
 ME0719
 ME0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0719.GEOID18 height accuracy estimate available here.
 ME0719
 ME0719.Click photographs - Photos may exist for this station.
 ME0719
 ME0719.The dynamic height is computed by dividing the NAVD 88
 ME0719.geopotential number by the normal gravity value computed on the
 ME0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0719.degrees latitude (g = 980.6199 gals.).
 ME0719
 ME0719.The modeled gravity was interpolated from observed gravity values.
 ME0719
 ME0719;                    North         East    Units  Estimated Accuracy
 ME0719;SPC IN W     -   648,020.      935,570.      MT  (+/- 180 meters Scaled)
 ME0719
 ME0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL285481(NAD 83)
 ME0719
 ME0719                          SUPERSEDED SURVEY CONTROL
 ME0719
 ME0719  NGVD 29 (??/??/92)  215.080  (m)          705.64   (f) ADJ UNCH    2 0
 ME0719
 ME0719.Superseded values are not recommended for survey control.
 ME0719
 ME0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0719.See file dsdata.pdf to determine how the superseded data were derived.
 ME0719
 ME0719_MARKER: DB = BENCH MARK DISK
 ME0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0719_STAMPING: M 130 1946
 ME0719_MARK LOGO: CGS
 ME0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0719+STABILITY: SURFACE MOTION
 ME0719
 ME0719  HISTORY     - Date     Condition        Report By
 ME0719  HISTORY     - 1946     MONUMENTED       CGS
 ME0719  HISTORY     - 1969     GOOD             CGS
 ME0719  HISTORY     - 19870730 GOOD             NGS
 ME0719  HISTORY     - 1989     GOOD             USPSQD
 ME0719
 ME0719                          STATION DESCRIPTION
 ME0719
 ME0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0719'5.4 MI NW FROM WINAMAC.
 ME0719'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0719'HOUSE AT WINAMAC, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD,
 ME0719'IN THE NORTHEAST QUARTER OF A GRAVEL ROAD INTERSECTION, 58 FEET
 ME0719'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET NORTH OF
 ME0719'THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET EAST OF AN 18-INCH
 ME0719'TREE, 13.5 FEET WEST OF A 12-INCH WALNUT TREE, 2 FEET EAST OF A
 ME0719'WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF A FENCE LINE, ABOUT
 ME0719'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME0719'PROJECTING 4 INCHES.  NOTE-- IT IS 1 FOOT WEST OF A METAL WITNESS
 ME0719'POST, 13 FEET WEST OF A 20 INCH WALNUT TREE, FLUSH WITH THE GROUND.
 ME0719
 ME0719                          STATION RECOVERY (1969)
 ME0719
 ME0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0719'RECOVERED IN GOOD CONDITION.
 ME0719
 ME0719                          STATION RECOVERY (1987)
 ME0719
 ME0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ME0719'FROM THE COURTHOUSE IN WINEMAC, GO NORTH ALONG U.S. HIGHWAY 35 FOR
 ME0719'2.4 MILES, THENCE GO WEST ALONG COUNTY ROAD 200 N. FOR 3.0 MILES
 ME0719'(4.8 KM) TO A CROSSROAD, COUNTY ROAD 300 W AND THE MARK SET IN THE
 ME0719'NORTHEAST QUADRANT OF THIS INTERSECTION, 58.0 FEET (17.7 M) EAST FROM
 ME0719'THE CENTER OF COUNTY ROAD 300 W., 23.0 FEET (7.0 M) NORTH FROM THE
 ME0719'CENTER OF COUNTY ROAD 200 N., 13.0 FEET (4.0 M) WEST FROM THE CENTER
 ME0719'OF A 22 INCH WALNUT TREE AND 1.0 FOOT (0.3 M) WEST FROM A METAL
 ME0719'WITNESS POST.
 ME0719
 ME0719                          STATION RECOVERY (1989)
 ME0719
 ME0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDF)
 ME0719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0048 ***********************************************************************
 LB0048  DESIGNATION -  M 131
 LB0048  PID         -  LB0048
 LB0048  STATE/COUNTY-  IN/CASS
 LB0048  COUNTRY     -  US
 LB0048  USGS QUAD   -  LUCERNE (2019)
 LB0048
 LB0048                         *CURRENT SURVEY CONTROL
 LB0048  ______________________________________________________________________
 LB0048* NAD 83(1986) POSITION- 40 50 14.     (N) 086 23 23.     (W)   SCALED
 LB0048* NAVD 88 ORTHO HEIGHT -   235.475 (meters)      772.55  (feet) ADJUSTED
 LB0048  ______________________________________________________________________
 LB0048  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 LB0048  DYNAMIC HEIGHT  -        235.366 (meters)      772.20  (feet) COMP
 LB0048  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 LB0048
 LB0048  VERT ORDER      -  SECOND    CLASS 0
 LB0048
 LB0048.The horizontal coordinates were scaled from a map and have
 LB0048.an estimated accuracy of +/- 6 seconds.
 LB0048
 LB0048.The orthometric height was determined by differential leveling and
 LB0048.adjusted by the NATIONAL GEODETIC SURVEY
 LB0048.in June 1991.
 LB0048
 LB0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0048.GEOID18 height accuracy estimate available here.
 LB0048
 LB0048.Click photographs - Photos may exist for this station.
 LB0048
 LB0048.The dynamic height is computed by dividing the NAVD 88
 LB0048.geopotential number by the normal gravity value computed on the
 LB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0048.degrees latitude (g = 980.6199 gals.).
 LB0048
 LB0048.The modeled gravity was interpolated from observed gravity values.
 LB0048
 LB0048;                    North         East    Units  Estimated Accuracy
 LB0048;SPC IN E     -   620,730.       39,020.      MT  (+/- 180 meters Scaled)
 LB0048
 LB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514208(NAD 83)
 LB0048
 LB0048                          SUPERSEDED SURVEY CONTROL
 LB0048
 LB0048  NGVD 29 (??/??/92)  235.584  (m)          772.91   (f) ADJ UNCH    2 0
 LB0048
 LB0048.Superseded values are not recommended for survey control.
 LB0048
 LB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0048.See file dsdata.pdf to determine how the superseded data were derived.
 LB0048
 LB0048_MARKER: DB = BENCH MARK DISK
 LB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0048_STAMPING: M 131 1946
 LB0048_MARK LOGO: CGS
 LB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0048+STABILITY: SURFACE MOTION
 LB0048
 LB0048  HISTORY     - Date     Condition        Report By
 LB0048  HISTORY     - 1946     MONUMENTED       CGS
 LB0048
 LB0048                          STATION DESCRIPTION
 LB0048
 LB0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0048'2.2 MI S FROM LUCERNE.
 LB0048'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0048'AT LUCERNE, AT AN EAST-WEST ROAD CROSSING, 45 FEET EAST OF THE
 LB0048'EAST RAIL, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26.5
 LB0048'FEET NORTH OF A TELEPHONE POLE, 9 FEET SOUTH OF A FENCE CORNER,
 LB0048'2 FEET WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 LB0048'WITNESS POST, LEVEL WITH THE CROSSING AND SET IN THE TOP OF A
 LB0048'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0638 ***********************************************************************
 ME0638  DESIGNATION -  M 132
 ME0638  PID         -  ME0638
 ME0638  STATE/COUNTY-  IN/STARKE
 ME0638  COUNTRY     -  US
 ME0638  USGS QUAD   -  NORTH JUDSON (2019)
 ME0638
 ME0638                         *CURRENT SURVEY CONTROL
 ME0638  ______________________________________________________________________
 ME0638* NAD 83(1986) POSITION- 41 12 53.     (N) 086 45 35.     (W)   SCALED
 ME0638* NAVD 88 ORTHO HEIGHT -   212.484 (meters)      697.12  (feet) ADJUSTED
 ME0638  ______________________________________________________________________
 ME0638  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0638  DYNAMIC HEIGHT  -        212.394 (meters)      696.83  (feet) COMP
 ME0638  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 ME0638
 ME0638  VERT ORDER      -  SECOND    CLASS 0
 ME0638
 ME0638.The horizontal coordinates were scaled from a map and have
 ME0638.an estimated accuracy of +/- 6 seconds.
 ME0638
 ME0638.The orthometric height was determined by differential leveling and
 ME0638.adjusted by the NATIONAL GEODETIC SURVEY
 ME0638.in June 1991.
 ME0638
 ME0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0638.GEOID18 height accuracy estimate available here.
 ME0638
 ME0638.Click photographs - Photos may exist for this station.
 ME0638
 ME0638.The dynamic height is computed by dividing the NAVD 88
 ME0638.geopotential number by the normal gravity value computed on the
 ME0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0638.degrees latitude (g = 980.6199 gals.).
 ME0638
 ME0638.The modeled gravity was interpolated from observed gravity values.
 ME0638
 ME0638;                    North         East    Units  Estimated Accuracy
 ME0638;SPC IN W     -   662,450.      927,140.      MT  (+/- 180 meters Scaled)
 ME0638
 ME0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201626(NAD 83)
 ME0638
 ME0638                          SUPERSEDED SURVEY CONTROL
 ME0638
 ME0638  NGVD 29 (??/??/92)  212.585  (m)          697.46   (f) ADJ UNCH    2 0
 ME0638
 ME0638.Superseded values are not recommended for survey control.
 ME0638
 ME0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0638.See file dsdata.pdf to determine how the superseded data were derived.
 ME0638
 ME0638_MARKER: DB = BENCH MARK DISK
 ME0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0638_STAMPING: M 132 1946
 ME0638_MARK LOGO: CGS
 ME0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0638+STABILITY: SURFACE MOTION
 ME0638
 ME0638  HISTORY     - Date     Condition        Report By
 ME0638  HISTORY     - 1946     MONUMENTED       CGS
 ME0638  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0638
 ME0638                          STATION DESCRIPTION
 ME0638
 ME0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0638'0.7 MI E FROM NORTH JUDSON.
 ME0638'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MASONIC
 ME0638'TEMPLE AT NORTH JUDSON, AT THE CROSSING OF THE CHESAPEAKE AND
 ME0638'OHIO RAILWAY, 135 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ME0638'CROSSING, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53
 ME0638'FEET WEST OF THE CENTER LINE OF A CINDER-ROAD LEADING SOUTHEAST,
 ME0638'60 FEET EAST OF POWER POLE 418-471, 39 FEET WEST OF A TELEPHONE
 ME0638'POLE, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY
 ME0638'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0638
 ME0638                          STATION RECOVERY (1969)
 ME0638
 ME0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0638'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0630 ***********************************************************************
 ME0630  DESIGNATION -  M 133
 ME0630  PID         -  ME0630
 ME0630  STATE/COUNTY-  IN/STARKE
 ME0630  COUNTRY     -  US
 ME0630  USGS QUAD   -  KNOX EAST (2019)
 ME0630
 ME0630                         *CURRENT SURVEY CONTROL
 ME0630  ______________________________________________________________________
 ME0630* NAD 83(1986) POSITION- 41 20 33.     (N) 086 31 26.     (W)   SCALED
 ME0630* NAVD 88 ORTHO HEIGHT -   218.323 (meters)      716.28  (feet) ADJUSTED
 ME0630  ______________________________________________________________________
 ME0630  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 ME0630  DYNAMIC HEIGHT  -        218.234 (meters)      715.99  (feet) COMP
 ME0630  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 ME0630
 ME0630  VERT ORDER      -  SECOND    CLASS 0
 ME0630
 ME0630.The horizontal coordinates were scaled from a map and have
 ME0630.an estimated accuracy of +/- 6 seconds.
 ME0630
 ME0630.The orthometric height was determined by differential leveling and
 ME0630.adjusted by the NATIONAL GEODETIC SURVEY
 ME0630.in June 1991.
 ME0630
 ME0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0630.GEOID18 height accuracy estimate available here.
 ME0630
 ME0630.Click photographs - Photos may exist for this station.
 ME0630
 ME0630.The dynamic height is computed by dividing the NAVD 88
 ME0630.geopotential number by the normal gravity value computed on the
 ME0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0630.degrees latitude (g = 980.6199 gals.).
 ME0630
 ME0630.The modeled gravity was interpolated from observed gravity values.
 ME0630
 ME0630;                    North         East    Units  Estimated Accuracy
 ME0630;SPC IN W     -   676,750.      946,820.      MT  (+/- 180 meters Scaled)
 ME0630
 ME0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398768(NAD 83)
 ME0630
 ME0630                          SUPERSEDED SURVEY CONTROL
 ME0630
 ME0630  NGVD 29 (??/??/92)  218.456  (m)          716.72   (f) ADJ UNCH    2 0
 ME0630
 ME0630.Superseded values are not recommended for survey control.
 ME0630
 ME0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0630.See file dsdata.pdf to determine how the superseded data were derived.
 ME0630
 ME0630_MARKER: DB = BENCH MARK DISK
 ME0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0630_STAMPING: M 133 1946
 ME0630_MARK LOGO: CGS
 ME0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0630+STABILITY: SURFACE MOTION
 ME0630
 ME0630  HISTORY     - Date     Condition        Report By
 ME0630  HISTORY     - 1946     MONUMENTED       CGS
 ME0630  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0630  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0630  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0630
 ME0630                          STATION DESCRIPTION
 ME0630
 ME0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0630'3 MI SW FROM GROVERTOWN.
 ME0630'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0630'GRADE CROSSING AT GROVERTOWN, THENCE 2.1 MILES SOUTH ALONG A
 ME0630'PAVED ROAD, ABOUT 0.2 MILE SOUTH OF AN EAST-WEST GRAVEL ROAD
 ME0630'INTERSECTION, 72 FEET SOUTHEAST AND ACROSS THE ROAD FROM A POWER
 ME0630'POLE WITH A TRANSFORMER, 28 FEET EAST OF THE CENTER LINE OF THE
 ME0630'ROAD, 21 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT
 ME0630'WEST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 ME0630'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS
 ME0630'MARK IS ABOUT 4.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 ME0630'AT OBER.
 ME0630
 ME0630                          STATION RECOVERY (1988)
 ME0630
 ME0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0630'MARK NOT FOUND.
 ME0630
 ME0630                          STATION RECOVERY (1992)
 ME0630
 ME0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0630'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0630
 ME0630                          STATION RECOVERY (2011)
 ME0630
 ME0630'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1116 ***********************************************************************
 MD1116  DESIGNATION -  M 135
 MD1116  PID         -  MD1116
 MD1116  STATE/COUNTY-  IN/WABASH
 MD1116  COUNTRY     -  US
 MD1116  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1116
 MD1116                         *CURRENT SURVEY CONTROL
 MD1116  ______________________________________________________________________
 MD1116* NAD 83(1986) POSITION- 41 01 31.     (N) 085 45 10.     (W)   SCALED
 MD1116* NAVD 88 ORTHO HEIGHT -   233.782 (meters)      767.00  (feet) ADJUSTED
 MD1116  ______________________________________________________________________
 MD1116  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 MD1116  DYNAMIC HEIGHT  -        233.676 (meters)      766.65  (feet) COMP
 MD1116  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 MD1116
 MD1116  VERT ORDER      -  SECOND    CLASS 0
 MD1116
 MD1116.The horizontal coordinates were scaled from a map and have
 MD1116.an estimated accuracy of +/- 6 seconds.
 MD1116
 MD1116.The orthometric height was determined by differential leveling and
 MD1116.adjusted by the NATIONAL GEODETIC SURVEY
 MD1116.in June 1991.
 MD1116
 MD1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1116.GEOID18 height accuracy estimate available here.
 MD1116
 MD1116.Click photographs - Photos may exist for this station.
 MD1116
 MD1116.The dynamic height is computed by dividing the NAVD 88
 MD1116.geopotential number by the normal gravity value computed on the
 MD1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1116.degrees latitude (g = 980.6199 gals.).
 MD1116
 MD1116.The modeled gravity was interpolated from observed gravity values.
 MD1116
 MD1116;                    North         East    Units  Estimated Accuracy
 MD1116;SPC IN E     -   641,370.       92,760.      MT  (+/- 180 meters Scaled)
 MD1116
 MD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL048423(NAD 83)
 MD1116
 MD1116                          SUPERSEDED SURVEY CONTROL
 MD1116
 MD1116  NGVD 29 (??/??/92)  233.907  (m)          767.41   (f) ADJ UNCH    2 0
 MD1116
 MD1116.Superseded values are not recommended for survey control.
 MD1116
 MD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1116.See file dsdata.pdf to determine how the superseded data were derived.
 MD1116
 MD1116_MARKER: DB = BENCH MARK DISK
 MD1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1116_SP_SET: BRIDGE
 MD1116_STAMPING: M 135 1946
 MD1116_MARK LOGO: CGS
 MD1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1116
 MD1116  HISTORY     - Date     Condition        Report By
 MD1116  HISTORY     - 1946     MONUMENTED       CGS
 MD1116  HISTORY     - 20050114 MARK NOT FOUND   INDIV
 MD1116
 MD1116                          STATION DESCRIPTION
 MD1116
 MD1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1116'2.4 MI N FROM NORTH MANCHESTER.
 MD1116'2.4 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 MD1116'AT NORTH MANCHESTER, SET IN THE TOP OF THE WEST WINGWALL AT
 MD1116'THE SOUTHWEST END OF A 30-FOOT CONCRETE ARCH BRIDGE, 19 FEET
 MD1116'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHWEST
 MD1116'OF THE CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 MD1116
 MD1116                          STATION RECOVERY (2005)
 MD1116
 MD1116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1116'BRIDGE HAS BEEN WIDENED AND RECONSTRUCTED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1608 ***********************************************************************
 LB1608  DESIGNATION -  M 136
 LB1608  PID         -  LB1608
 LB1608  STATE/COUNTY-  IN/TIPPECANOE
 LB1608  COUNTRY     -  US
 LB1608  USGS QUAD   -  OTTERBEIN (2019)
 LB1608
 LB1608                         *CURRENT SURVEY CONTROL
 LB1608  ______________________________________________________________________
 LB1608* NAD 83(1986) POSITION- 40 28 36.     (N) 087 02 26.     (W)   SCALED
 LB1608* NAVD 88 ORTHO HEIGHT -   211.919 (meters)      695.27  (feet) ADJUSTED
 LB1608  ______________________________________________________________________
 LB1608  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 LB1608  DYNAMIC HEIGHT  -        211.816 (meters)      694.93  (feet) COMP
 LB1608  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 LB1608
 LB1608  VERT ORDER      -  SECOND    CLASS 0
 LB1608
 LB1608.The horizontal coordinates were scaled from a map and have
 LB1608.an estimated accuracy of +/- 6 seconds.
 LB1608
 LB1608.The orthometric height was determined by differential leveling and
 LB1608.adjusted by the NATIONAL GEODETIC SURVEY
 LB1608.in June 1991.
 LB1608
 LB1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1608.GEOID18 height accuracy estimate available here.
 LB1608
 LB1608.Click photographs - Photos may exist for this station.
 LB1608
 LB1608.The dynamic height is computed by dividing the NAVD 88
 LB1608.geopotential number by the normal gravity value computed on the
 LB1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1608.degrees latitude (g = 980.6199 gals.).
 LB1608
 LB1608.The modeled gravity was interpolated from observed gravity values.
 LB1608
 LB1608;                    North         East    Units  Estimated Accuracy
 LB1608;SPC IN W     -   580,450.      903,630.      MT  (+/- 180 meters Scaled)
 LB1608
 LB1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK965806(NAD 83)
 LB1608
 LB1608                          SUPERSEDED SURVEY CONTROL
 LB1608
 LB1608  NGVD 29 (??/??/92)  211.995  (m)          695.52   (f) ADJ UNCH    2 0
 LB1608
 LB1608.Superseded values are not recommended for survey control.
 LB1608
 LB1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1608.See file dsdata.pdf to determine how the superseded data were derived.
 LB1608
 LB1608_MARKER: DB = BENCH MARK DISK
 LB1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1608_STAMPING: M 136 1946
 LB1608_MARK LOGO: CGS
 LB1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1608+STABILITY: SURFACE MOTION
 LB1608
 LB1608  HISTORY     - Date     Condition        Report By
 LB1608  HISTORY     - 1946     MONUMENTED       CGS
 LB1608  HISTORY     - 1955     GOOD             CGS
 LB1608
 LB1608                          STATION DESCRIPTION
 LB1608
 LB1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LB1608'0.6 MI W FROM MONTMORENCI.
 LB1608'0.6 MILE WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1608'FROM THE STATION AT MONTMORENCI, TIPPECANOE COUNTY, 0.4 MILE WEST
 LB1608'OF MILEPOST 268, IN THE NORTHEAST ANGLE OF A GRAVEL-ROAD CROSSING,
 LB1608'41.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 39 FEET EAST
 LB1608'OF THE CENTERLINE OF THE ROAD, 32 FEET EAST OF A FENCE CORNER,
 LB1608'9 FEET WEST OF A POLE, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LB1608'FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LB1608'DISK, STAMPED M 136 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1608'PROJECTING 6 INCHES ABOVE GROUND NOTE-- USED IN 1955 AS AN
 LB1608'ADDITIONAL AZIMUTH MARK FOR TRIANGULATION STATION MORENCI 1948.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1100 ***********************************************************************
 ME1100  DESIGNATION -  M 137
 ME1100  PID         -  ME1100
 ME1100  STATE/COUNTY-  IN/LAKE
 ME1100  COUNTRY     -  US
 ME1100  USGS QUAD   -  CROWN POINT (2019)
 ME1100
 ME1100                         *CURRENT SURVEY CONTROL
 ME1100  ______________________________________________________________________
 ME1100* NAD 83(2011) POSITION- 41 28 15.00806(N) 087 17 38.61206(W)   ADJUSTED
 ME1100* NAD 83(2011) ELLIP HT-   176.711 (meters)        (10/27/23)   ADJUSTED
 ME1100* NAD 83(2011) EPOCH   -  2010.00
 ME1100* NAVD 88 ORTHO HEIGHT -   210.337 (meters)      690.08  (feet) ADJUSTED
 ME1100  ______________________________________________________________________
 ME1100  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 ME1100  NAD 83(2011) X  -    225,959.282 (meters)                     COMP
 ME1100  NAD 83(2011) Y  - -4,780,919.405 (meters)                     COMP
 ME1100  NAD 83(2011) Z  -  4,201,862.796 (meters)                     COMP
 ME1100  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 ME1100  DYNAMIC HEIGHT  -        210.254 (meters)      689.81  (feet) COMP
 ME1100  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 ME1100
 ME1100  VERT ORDER      -  SECOND    CLASS 0
 ME1100
 ME1100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME1100  Standards:
 ME1100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME1100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME1100  -------------------------------------------------------------------
 ME1100  NETWORK    0.47   2.27           0.20   0.18   1.16     -0.01576473
 ME1100  -------------------------------------------------------------------
 ME1100  Click here for local accuracies and other accuracy information.
 ME1100
 ME1100.The horizontal coordinates were established by GPS observations
 ME1100.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME1100
 ME1100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME1100.been affixed to the stable North American tectonic plate. See 
 ME1100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME1100
 ME1100.The horizontal coordinates are valid at the epoch date displayed above
 ME1100.which is a decimal equivalence of Year/Month/Day.
 ME1100
 ME1100.The orthometric height was determined by differential leveling and
 ME1100.adjusted by the NATIONAL GEODETIC SURVEY
 ME1100.in June 1991.
 ME1100
 ME1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1100.GEOID18 height accuracy estimate available here.
 ME1100
 ME1100.Click photographs - Photos may exist for this station.
 ME1100
 ME1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1100
 ME1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1100
 ME1100.The ellipsoidal height was determined by GPS observations
 ME1100.and is referenced to NAD 83.
 ME1100
 ME1100.The dynamic height is computed by dividing the NAVD 88
 ME1100.geopotential number by the normal gravity value computed on the
 ME1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1100.degrees latitude (g = 980.6199 gals.).
 ME1100
 ME1100.The modeled gravity was interpolated from observed gravity values.
 ME1100
 ME1100. The following values were computed from the NAD 83(2011) position.
 ME1100
 ME1100;                    North         East     Units Scale Factor Converg.
 ME1100;SPC IN W     -   690,868.164   882,397.912   MT  0.99997048   -0 08 22.4
 ME1100;SPC IN W     - 2,266,623.30  2,895,000.48   sFT  0.99997048   -0 08 22.4
 ME1100;UTM  16      - 4,591,068.148   475,446.008   MT  0.99960742   -0 11 41.1
 ME1100
 ME1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1100!SPC IN W     -   0.99997228  x   0.99997048  =   0.99994276
 ME1100!UTM  16      -   0.99997228  x   0.99960742  =   0.99957971
 ME1100
 ME1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7544691068(NAD 83)
 ME1100
 ME1100                          SUPERSEDED SURVEY CONTROL
 ME1100
 ME1100  NGVD 29 (??/??/92)  210.428  (m)          690.38   (f) ADJ UNCH    2 0
 ME1100
 ME1100.Superseded values are not recommended for survey control.
 ME1100
 ME1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1100.See file dsdata.pdf to determine how the superseded data were derived.
 ME1100
 ME1100_MARKER: DB = BENCH MARK DISK
 ME1100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1100_SP_SET: BOX CULVERT HEADWALL
 ME1100_STAMPING: M 137 1946
 ME1100_MARK LOGO: CGS
 ME1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1100+STABILITY: SURFACE MOTION
 ME1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1100+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2021
 ME1100
 ME1100  HISTORY     - Date     Condition        Report By
 ME1100  HISTORY     - 1946     MONUMENTED       CGS
 ME1100  HISTORY     - 1968     GOOD             CGS
 ME1100  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME1100  HISTORY     - 20050523 GOOD             INDIV
 ME1100  HISTORY     - 20210312 GOOD             INDOT
 ME1100
 ME1100                          STATION DESCRIPTION
 ME1100
 ME1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1100'2.5 MI SW FROM AINSWORTH.
 ME1100'ABOUT 0.7 MILE SOUTH ALONG ST HWY 51 FROM THE CROSS ROAD AT
 ME1100'AINSWORTH, THENCE ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1100'ABOUT 0.55 MILE EAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 ME1100'RAILWAY, ABOUT 0.15 MILE EAST OF A CROSS ROAD, SET IN THE TOP OF
 ME1100'THE EAST END OF THE SOUTH HEAD WALL OF A 3 FOOT CONCRETE BOX
 ME1100'CULVERT NO. 55, 27 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF
 ME1100'THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL, 1 FOOT
 ME1100'BELOW THE HIGHWAY AND SET IN A DRILL HOLE.  NOTE-- A METAL WITNESS
 ME1100'POST WAS SET 1 FOOT NORTH OF THE MARK.
 ME1100
 ME1100                          STATION RECOVERY (1968)
 ME1100
 ME1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1100'RECOVERED IN GOOD CONDITION.
 ME1100
 ME1100                          STATION RECOVERY (2003)
 ME1100
 ME1100'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME1100'FOUND CONCRETE CULVERT BOX.  BELIEVE CULVERT BOX REPLACED SINCE LAST
 ME1100'RECOVERY (1968) AND MARK DESTROYED
 ME1100
 ME1100                          STATION RECOVERY (2005)
 ME1100
 ME1100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1100'KRULL AND SON INC. FOUND THIS MARK WHICH WAS REPORTED AS DESTROYED IN
 ME1100'2003. IT IS 4 FEET SOUTH OF THE SOUTH EDGE OF THE PAVED APRON OF THE
 ME1100'HIGHWAY. 1.5 FEET BELOW THE ROAD SURFACE. MARK IS 8 FEET NORTH AND 9
 ME1100'FEET EAST OF THE SOUTH END OF THE GALV. CULVERT EXTENSION.
 ME1100
 ME1100                          STATION RECOVERY (2021)
 ME1100
 ME1100'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MJP)
 ME1100'THE STATION IS LOCATED ABOUT 7.7 MI (12.5 KM) NORTH OF LEROY, 6.2 MI
 ME1100'(10.0 KM) NORTH-NORTHWEST OF PALMER AND 5.3 MI (8.5 KM) NORTHEAST OF
 ME1100'CROWN POINT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 ME1100'
 ME1100'TO REACH FROM THE INTERSECTION OF THE NORTHBOUND EXIT RAMP OF
 ME1100'INTERSTATE 65 AND U.S. 30, TRAVEL EAST ALONG U.S. 30 FOR 1.4 MILES TO
 ME1100'THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 ME1100'
 ME1100'THE MONUMENT IS A DISK SET IN A CONCRETE HEADWALL THAT IS BURIED
 ME1100'APPROXIMATELY 3 INCHES (8 CM) BELOW GRADE.  SEE THE 2005 RECOVERY
 ME1100'NOTES FOR ADDITIONAL INFORMATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1009 ***********************************************************************
 ME1009  DESIGNATION -  M 139
 ME1009  PID         -  ME1009
 ME1009  STATE/COUNTY-  IN/LAKE
 ME1009  COUNTRY     -  US
 ME1009  USGS QUAD   -  HIGHLAND (2019)
 ME1009
 ME1009                         *CURRENT SURVEY CONTROL
 ME1009  ______________________________________________________________________
 ME1009* NAD 83(1986) POSITION- 41 36 50.     (N) 087 23 38.     (W)   SCALED
 ME1009* NAVD 88 ORTHO HEIGHT -   179.693 (meters)      589.54  (feet) ADJUSTED
 ME1009  ______________________________________________________________________
 ME1009  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 ME1009  DYNAMIC HEIGHT  -        179.627 (meters)      589.33  (feet) COMP
 ME1009  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 ME1009
 ME1009  VERT ORDER      -  FIRST     CLASS I
 ME1009
 ME1009.The horizontal coordinates were scaled from a map and have
 ME1009.an estimated accuracy of +/- 6 seconds.
 ME1009
 ME1009.The orthometric height was determined by differential leveling and
 ME1009.adjusted by the NATIONAL GEODETIC SURVEY
 ME1009.in June 1991.
 ME1009
 ME1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1009.GEOID18 height accuracy estimate available here.
 ME1009
 ME1009.Click photographs - Photos may exist for this station.
 ME1009
 ME1009.The dynamic height is computed by dividing the NAVD 88
 ME1009.geopotential number by the normal gravity value computed on the
 ME1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1009.degrees latitude (g = 980.6199 gals.).
 ME1009
 ME1009.The modeled gravity was interpolated from observed gravity values.
 ME1009
 ME1009;                    North         East    Units  Estimated Accuracy
 ME1009;SPC IN W     -   706,780.      874,120.      MT  (+/- 180 meters Scaled)
 ME1009
 ME1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM671069(NAD 83)
 ME1009
 ME1009                          SUPERSEDED SURVEY CONTROL
 ME1009
 ME1009  NGVD 29 (??/??/92)  179.800  (m)          589.89   (f) ADJ UNCH    1 1
 ME1009
 ME1009.Superseded values are not recommended for survey control.
 ME1009
 ME1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1009.See file dsdata.pdf to determine how the superseded data were derived.
 ME1009
 ME1009_MARKER: DB = BENCH MARK DISK
 ME1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1009_STAMPING: M 139 1946
 ME1009_MARK LOGO: CGS
 ME1009_PROJECTION: RECESSED 46 CENTIMETERS
 ME1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1009+STABILITY: SURFACE MOTION
 ME1009
 ME1009  HISTORY     - Date     Condition        Report By
 ME1009  HISTORY     - 1946     MONUMENTED       CGS
 ME1009  HISTORY     - 1968     GOOD             CGS
 ME1009  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1009
 ME1009                          STATION DESCRIPTION
 ME1009
 ME1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1009'1.2 MI NW FROM GARY.
 ME1009'ABOUT 1.2 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1009'THE STATION AT GARY, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 444,
 ME1009'AT THE CROSSING OF CLARK ROAD, 31.7 FEET SOUTHWEST OF THE SOUTHWEST
 ME1009'RAIL OF THE EASTBOUND TRACK, 29 FEET WEST OF THE CENTER LINE
 ME1009'OF THE ROAD, 4 FEET NORTHWEST OF A TELEGRAPH POLE SUPPORTING
 ME1009'A TELEPHONE, IN LINE WITH THE ROW OF POLES, 5.1 FEET SOUTHEAST
 ME1009'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK
 ME1009'AND SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET UNDERGROUND.
 ME1009'SEC 36, T 37 N, R 9 W.  NOTE-- IT APPEARS THAT THE MARK HAS BEEN
 ME1009'MOVED ABOUT 4 CM.
 ME1009
 ME1009                          STATION RECOVERY (1992)
 ME1009
 ME1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1009'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0878 ***********************************************************************
 LA0878  DESIGNATION -  M 14
 LA0878  PID         -  LA0878
 LA0878  STATE/COUNTY-  IN/HUNTINGTON
 LA0878  COUNTRY     -  US
 LA0878  USGS QUAD   -  HUNTINGTON (2019)
 LA0878
 LA0878                         *CURRENT SURVEY CONTROL
 LA0878  ______________________________________________________________________
 LA0878* NAD 83(1986) POSITION- 40 52 53.     (N) 085 29 36.     (W)   SCALED
 LA0878* NAVD 88 ORTHO HEIGHT -   226.315 (meters)      742.50  (feet) ADJUSTED
 LA0878  ______________________________________________________________________
 LA0878  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 LA0878  DYNAMIC HEIGHT  -        226.209 (meters)      742.15  (feet) COMP
 LA0878  MODELED GRAVITY -    980,151.3   (mgal)                       NAVD 88
 LA0878
 LA0878  VERT ORDER      -  FIRST     CLASS II
 LA0878
 LA0878.The horizontal coordinates were scaled from a map and have
 LA0878.an estimated accuracy of +/- 6 seconds.
 LA0878
 LA0878.The orthometric height was determined by differential leveling and
 LA0878.adjusted by the NATIONAL GEODETIC SURVEY
 LA0878.in June 1991.
 LA0878
 LA0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0878.GEOID18 height accuracy estimate available here.
 LA0878
 LA0878.Click photographs - Photos may exist for this station.
 LA0878
 LA0878.The dynamic height is computed by dividing the NAVD 88
 LA0878.geopotential number by the normal gravity value computed on the
 LA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0878.degrees latitude (g = 980.6199 gals.).
 LA0878
 LA0878.The modeled gravity was interpolated from observed gravity values.
 LA0878
 LA0878;                    North         East    Units  Estimated Accuracy
 LA0878;SPC IN E     -   625,400.      114,610.      MT  (+/- 180 meters Scaled)
 LA0878
 LA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL269266(NAD 83)
 LA0878
 LA0878                          SUPERSEDED SURVEY CONTROL
 LA0878
 LA0878  NGVD 29 (??/??/92)  226.452  (m)          742.95   (f) ADJ UNCH    1 2
 LA0878
 LA0878.Superseded values are not recommended for survey control.
 LA0878
 LA0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0878.See file dsdata.pdf to determine how the superseded data were derived.
 LA0878
 LA0878_MARKER: DB = BENCH MARK DISK
 LA0878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0878_SP_SET: STEP
 LA0878_STAMPING: M 14 1930
 LA0878_MARK LOGO: CGS
 LA0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0878
 LA0878  HISTORY     - Date     Condition        Report By
 LA0878  HISTORY     - 1930     MONUMENTED       CGS
 LA0878  HISTORY     - 1946     GOOD             CGS
 LA0878
 LA0878                          STATION DESCRIPTION
 LA0878
 LA0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0878'AT HUNTINGTON.
 LA0878'AT HUNTINGTON, AT THE NORTH ENTRANCE TO THE HUNTINGTON COUNTY
 LA0878'COURT HOUSE, SET IN THE TOP OF THE TOP STEP, BETWEEN THE NORTH
 LA0878'EDGE OF THE STEP AND NORTH FACE OF THE FIRST COLUMN EAST OF THE
 LA0878'ENTRANCE, 7.7 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1241 ***********************************************************************
 ME1241  DESIGNATION -  M 140
 ME1241  PID         -  ME1241
 ME1241  STATE/COUNTY-  IN/PORTER
 ME1241  COUNTRY     -  US
 ME1241  USGS QUAD   -  PALMER (2019)
 ME1241
 ME1241                         *CURRENT SURVEY CONTROL
 ME1241  ______________________________________________________________________
 ME1241* NAD 83(1986) POSITION- 41 23 14.36   (N) 087 10 53.12   (W)   HD_HELD1
 ME1241* NAVD 88 ORTHO HEIGHT -   229.960 (meters)      754.46  (feet) ADJUSTED
 ME1241  ______________________________________________________________________
 ME1241  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME1241  DYNAMIC HEIGHT  -        229.867 (meters)      754.16  (feet) COMP
 ME1241  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 ME1241
 ME1241  VERT ORDER      -  SECOND    CLASS 0
 ME1241
 ME1241.The horizontal coordinates were determined by differentially corrected
 ME1241.hand held GPS observations or other comparable positioning techniques
 ME1241.and have an estimated accuracy of +/- 3 meters.
 ME1241
 ME1241.The orthometric height was determined by differential leveling and
 ME1241.adjusted by the NATIONAL GEODETIC SURVEY
 ME1241.in June 1991.
 ME1241
 ME1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1241.GEOID18 height accuracy estimate available here.
 ME1241
 ME1241.Click photographs - Photos may exist for this station.
 ME1241
 ME1241.The dynamic height is computed by dividing the NAVD 88
 ME1241.geopotential number by the normal gravity value computed on the
 ME1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1241.degrees latitude (g = 980.6199 gals.).
 ME1241
 ME1241.The modeled gravity was interpolated from observed gravity values.
 ME1241
 ME1241;                    North         East    Units  Estimated Accuracy
 ME1241;SPC IN W     -   681,576.5     891,796.0     MT  (+/- 3 meters HH1 GPS) 
 ME1241
 ME1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8483181770(NAD 83)
 ME1241
 ME1241                          SUPERSEDED SURVEY CONTROL
 ME1241
 ME1241  NGVD 29 (??/??/92)  230.050  (m)          754.76   (f) ADJ UNCH    2 0
 ME1241
 ME1241.Superseded values are not recommended for survey control.
 ME1241
 ME1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1241.See file dsdata.pdf to determine how the superseded data were derived.
 ME1241
 ME1241_MARKER: DB = BENCH MARK DISK
 ME1241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1241_SP_SET: CULVERT HEADWALL
 ME1241_STAMPING: M 140 1946
 ME1241_MARK LOGO: CGS
 ME1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1241+STABILITY: SURFACE MOTION
 ME1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1241+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 ME1241
 ME1241  HISTORY     - Date     Condition        Report By
 ME1241  HISTORY     - 1946     MONUMENTED       CGS
 ME1241  HISTORY     - 1968     GOOD             CGS
 ME1241  HISTORY     - 20211116 GOOD             IN-127
 ME1241
 ME1241                          STATION DESCRIPTION
 ME1241
 ME1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1241'3.4 MI NE FROM PALMER.
 ME1241'0.45 MILE SOUTH ALONG RANDOLPH STREET FROM ITS INTERSECTION
 ME1241'WITH 125TH AVE. AT PALMER, THENCE 1.0 MILE EAST ALONG 129TH
 ME1241'AVE, THENCE NORTH AND EAST ON PAVED ROAD FOR 1.15 MILES TO THE
 ME1241'JUNCTION WITH STATE HIGHWAY 2, THENCE NORTHEAST ON HIGHWAY 2
 ME1241'FOR 0.95 MILE TO CO. RD. 600W ON THE RIGHT AND TYE MARK ON THE
 ME1241'LEFT.  ABOUT LEVEL WITH THE HIGHWAY AND SET IN A DRILL HOLE.
 ME1241
 ME1241                          STATION RECOVERY (1968)
 ME1241
 ME1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1241'RECOVERED IN GOOD CONDITION.
 ME1241
 ME1241                          STATION RECOVERY (2021)
 ME1241
 ME1241'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1241'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 2 AND COUNTY ROAD 600
 ME1241'W, GO ABOUT 80 FT (24.4 M) SOUTHWEST ON STATE HIGHWAY 8 TO A GRAVEL
 ME1241'DRIVE ON THE RIGHT TO RESIDENCE AT 326 S. SR 2, HEBRON, IN.  STATION
 ME1241'IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, 24 FT (7.3 M)
 ME1241'NORTHWEST FROM THE CENTERLINE OF HIGHWAY, 20 FT (6.1 M) SOUTHWEST OF
 ME1241'CENTER OF GRAVEL DRIVE, 26.2 FT (8.0 M) SOUTHEAST FROM SOUTHEAST
 ME1241'CORNER OF BRICK GATE POST.  STATION IS SET IN NORTH END OF CONCRETE
 ME1241'HEADWALL AND ABOUT LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0680 ***********************************************************************
 ME0680  DESIGNATION -  M 142
 ME0680  PID         -  ME0680
 ME0680  STATE/COUNTY-  IN/STARKE
 ME0680  COUNTRY     -  US
 ME0680  USGS QUAD   -  KNOX WEST (2019)
 ME0680
 ME0680                         *CURRENT SURVEY CONTROL
 ME0680  ______________________________________________________________________
 ME0680* NAD 83(1986) POSITION- 41 15 32.     (N) 086 41 57.     (W)   SCALED
 ME0680* NAVD 88 ORTHO HEIGHT -   215.744 (meters)      707.82  (feet) ADJUSTED
 ME0680  ______________________________________________________________________
 ME0680  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0680  DYNAMIC HEIGHT  -        215.653 (meters)      707.52  (feet) COMP
 ME0680  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 ME0680
 ME0680  VERT ORDER      -  SECOND    CLASS 0
 ME0680
 ME0680.The horizontal coordinates were scaled from a map and have
 ME0680.an estimated accuracy of +/- 6 seconds.
 ME0680
 ME0680.The orthometric height was determined by differential leveling and
 ME0680.adjusted by the NATIONAL GEODETIC SURVEY
 ME0680.in June 1991.
 ME0680
 ME0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0680.GEOID18 height accuracy estimate available here.
 ME0680
 ME0680.Click photographs - Photos may exist for this station.
 ME0680
 ME0680.The dynamic height is computed by dividing the NAVD 88
 ME0680.geopotential number by the normal gravity value computed on the
 ME0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0680.degrees latitude (g = 980.6199 gals.).
 ME0680
 ME0680.The modeled gravity was interpolated from observed gravity values.
 ME0680
 ME0680;                    North         East    Units  Estimated Accuracy
 ME0680;SPC IN W     -   667,380.      932,190.      MT  (+/- 180 meters Scaled)
 ME0680
 ME0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252675(NAD 83)
 ME0680
 ME0680                          SUPERSEDED SURVEY CONTROL
 ME0680
 ME0680  NGVD 29 (??/??/92)  215.846  (m)          708.15   (f) ADJ UNCH    2 0
 ME0680
 ME0680.Superseded values are not recommended for survey control.
 ME0680
 ME0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0680.See file dsdata.pdf to determine how the superseded data were derived.
 ME0680
 ME0680_MARKER: DB = BENCH MARK DISK
 ME0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0680_STAMPING: M 142 1946
 ME0680_MARK LOGO: CGS
 ME0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0680+STABILITY: SURFACE MOTION
 ME0680
 ME0680  HISTORY     - Date     Condition        Report By
 ME0680  HISTORY     - 1946     MONUMENTED       CGS
 ME0680  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0680
 ME0680                          STATION DESCRIPTION
 ME0680
 ME0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0680'AT RYE.
 ME0680'AT RYE, ALONG THE NEW YORK CENTRAL RAILROAD, AT THE CROSS ROAD,
 ME0680'ABOUT 4.8 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 ME0680'FROM THE STATION AT NORTH JUDSON, ABOUT 75 YARDS SOUTHWEST OF THE
 ME0680'RAILROAD CROSSING, 220 FEET SOUTHWEST AND ACROSS THE PAVED ROAD
 ME0680'FROM THE SOUTHWEST CORNER OF A TEXACO SERVICE STATION, 40 FEET
 ME0680'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 8 FEET SOUTHEAST
 ME0680'OF A CORNER, 4.5 FEET SOUTHWEST OF POLE NO. 38/20 AND IN LINE
 ME0680'WITH THE ROW OF POLES, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 ME0680'POST, 2 FEET ABOVE THE TRACK, AND SET IN THE TOP OF A CONCRETE
 ME0680'POST PROJECTING 6 INCHES.  NOTE-- THE TOWN RYE IS ALSO SHOWN
 ME0680'ON SOME MAPS AS TOTO.
 ME0680
 ME0680                          STATION RECOVERY (2011)
 ME0680
 ME0680'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1330 ***********************************************************************
 ME1330  DESIGNATION -  M 143
 ME1330  PID         -  ME1330
 ME1330  STATE/COUNTY-  IN/JASPER
 ME1330  COUNTRY     -  US
 ME1330  USGS QUAD   -  WHEATFIELD (2019)
 ME1330
 ME1330                         *CURRENT SURVEY CONTROL
 ME1330  ______________________________________________________________________
 ME1330* NAD 83(1986) POSITION- 41 14 42.     (N) 087 02 40.     (W)   SCALED
 ME1330* NAVD 88 ORTHO HEIGHT -   201.284 (meters)      660.38  (feet) ADJUSTED
 ME1330  ______________________________________________________________________
 ME1330  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 ME1330  DYNAMIC HEIGHT  -        201.199 (meters)      660.10  (feet) COMP
 ME1330  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 ME1330
 ME1330  VERT ORDER      -  SECOND    CLASS 0
 ME1330
 ME1330.The horizontal coordinates were scaled from a map and have
 ME1330.an estimated accuracy of +/- 6 seconds.
 ME1330
 ME1330.The orthometric height was determined by differential leveling and
 ME1330.adjusted by the NATIONAL GEODETIC SURVEY
 ME1330.in June 1991.
 ME1330
 ME1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1330.GEOID18 height accuracy estimate available here.
 ME1330
 ME1330.Click photographs - Photos may exist for this station.
 ME1330
 ME1330.The dynamic height is computed by dividing the NAVD 88
 ME1330.geopotential number by the normal gravity value computed on the
 ME1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1330.degrees latitude (g = 980.6199 gals.).
 ME1330
 ME1330.The modeled gravity was interpolated from observed gravity values.
 ME1330
 ME1330;                    North         East    Units  Estimated Accuracy
 ME1330;SPC IN W     -   665,770.      903,260.      MT  (+/- 180 meters Scaled)
 ME1330
 ME1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962659(NAD 83)
 ME1330
 ME1330                          SUPERSEDED SURVEY CONTROL
 ME1330
 ME1330  NGVD 29 (??/??/92)  201.378  (m)          660.69   (f) ADJ UNCH    2 0
 ME1330
 ME1330.Superseded values are not recommended for survey control.
 ME1330
 ME1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1330.See file dsdata.pdf to determine how the superseded data were derived.
 ME1330
 ME1330_MARKER: DB = BENCH MARK DISK
 ME1330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1330_SP_SET: CULVERT HEADWALL
 ME1330_STAMPING: M 143 1946
 ME1330_MARK LOGO: CGS
 ME1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1330+STABILITY: SURFACE MOTION
 ME1330
 ME1330  HISTORY     - Date     Condition        Report By
 ME1330  HISTORY     - 1946     MONUMENTED       CGS
 ME1330  HISTORY     - 1971     GOOD             BRADY
 ME1330  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1330
 ME1330                          STATION DESCRIPTION
 ME1330
 ME1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1330'4 MI N FROM WHEATFIELD.
 ME1330'ABOUT 0.45 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1330'THE STATION AT WHEATFIELD, THENCE 3.5 MILES NORTH ALONG STATE
 ME1330'HIGHWAY 49, ABOUT 5.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM
 ME1330'ITS JUNCTION WITH STATE HIGHWAY 8 AT KOUTS, ABOUT 0.9 MILE SOUTH
 ME1330'OF THE NORTH END OF THE HIGHWAY BRIDGE OVER THE KANKAKEE RIVER,
 ME1330'AT THE JUNCTION WITH A SIDE ROAD WEST, SET IN THE TOP OF THE
 ME1330'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 24-INCH
 ME1330'PIPE CULVERT, 44 FEET NORTHEAST OF THE CENTER OF THE SIDE ROAD,
 ME1330'26 FEET NORTHWEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER OF
 ME1330'THE HIGHWAY.
 ME1330
 ME1330                          STATION RECOVERY (1971)
 ME1330
 ME1330'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 ME1330'RECOVERED IN GOOD CONDITION.
 ME1330
 ME1330                          STATION RECOVERY (2012)
 ME1330
 ME1330'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0367 ***********************************************************************
 ME0367  DESIGNATION -  M 144
 ME0367  PID         -  ME0367
 ME0367  STATE/COUNTY-  IN/MARSHALL
 ME0367  COUNTRY     -  US
 ME0367  USGS QUAD   -  PLYMOUTH (2019)
 ME0367
 ME0367                         *CURRENT SURVEY CONTROL
 ME0367  ______________________________________________________________________
 ME0367* NAD 83(1986) POSITION- 41 19 20.     (N) 086 17 50.     (W)   SCALED
 ME0367* NAVD 88 ORTHO HEIGHT -   245.636 (meters)      805.89  (feet) ADJUSTED
 ME0367  ______________________________________________________________________
 ME0367  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0367  DYNAMIC HEIGHT  -        245.533 (meters)      805.55  (feet) COMP
 ME0367  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 ME0367
 ME0367  VERT ORDER      -  SECOND    CLASS 0
 ME0367
 ME0367.The horizontal coordinates were scaled from a map and have
 ME0367.an estimated accuracy of +/- 6 seconds.
 ME0367
 ME0367.The orthometric height was determined by differential leveling and
 ME0367.adjusted by the NATIONAL GEODETIC SURVEY
 ME0367.in June 1991.
 ME0367
 ME0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0367.GEOID18 height accuracy estimate available here.
 ME0367
 ME0367.Click photographs - Photos may exist for this station.
 ME0367
 ME0367.The dynamic height is computed by dividing the NAVD 88
 ME0367.geopotential number by the normal gravity value computed on the
 ME0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0367.degrees latitude (g = 980.6199 gals.).
 ME0367
 ME0367.The modeled gravity was interpolated from observed gravity values.
 ME0367
 ME0367;                    North         East    Units  Estimated Accuracy
 ME0367;SPC IN E     -   674,530.       47,210.      MT  (+/- 180 meters Scaled)
 ME0367
 ME0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588747(NAD 83)
 ME0367
 ME0367                          SUPERSEDED SURVEY CONTROL
 ME0367
 ME0367  NGVD 29 (??/??/92)  245.756  (m)          806.28   (f) ADJ UNCH    2 0
 ME0367
 ME0367.Superseded values are not recommended for survey control.
 ME0367
 ME0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0367.See file dsdata.pdf to determine how the superseded data were derived.
 ME0367
 ME0367_MARKER: DB = BENCH MARK DISK
 ME0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0367_STAMPING: M 144 1946
 ME0367_MARK LOGO: CGS
 ME0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0367+STABILITY: SURFACE MOTION
 ME0367
 ME0367  HISTORY     - Date     Condition        Report By
 ME0367  HISTORY     - 1946     MONUMENTED       CGS
 ME0367  HISTORY     - 1977     GOOD             LOCSUR
 ME0367  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0367
 ME0367                          STATION DESCRIPTION
 ME0367
 ME0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0367'1.6 MI S FROM PLYMOUTH.
 ME0367'ABOUT 1.6 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0367'WITH U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 0.4 MILE SOUTH OF THE
 ME0367'MAIN ENTRANCE TO THE PLYMOUTH CEMETERY, AT A BROWN TWO-STORY FARM
 ME0367'HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY, 47 FEET NORTHEAST
 ME0367'OF THE CENTER LINE OF THE HIGHWAY, 79 FEET SOUTH OF THE SOUTH
 ME0367'CORNER OF THE HOUSE, 22 FEET NORTHWEST OF UNION TELEPHONE
 ME0367'COMPANY POLE NUMBER 9, 11 FEET SOUTHEAST OF A VERTICAL RAIL
 ME0367'CORNER FENCE POST, 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 ME0367'FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1
 ME0367'FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME0367'PROJECTING ABOUT 4 INCHES.
 ME0367
 ME0367                          STATION RECOVERY (1977)
 ME0367
 ME0367'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0367'RECOVERED IN GOOD CONDITION.
 ME0367
 ME0367                          STATION RECOVERY (1988)
 ME0367
 ME0367'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1238 ***********************************************************************
 MD1238  DESIGNATION -  M 145
 MD1238  PID         -  MD1238
 MD1238  STATE/COUNTY-  IN/KOSCIUSKO
 MD1238  COUNTRY     -  US
 MD1238  USGS QUAD   -  BURKET (2019)
 MD1238
 MD1238                         *CURRENT SURVEY CONTROL
 MD1238  ______________________________________________________________________
 MD1238* NAD 83(1986) POSITION- 41 09 06.     (N) 085 54 09.     (W)   SCALED
 MD1238* NAVD 88 ORTHO HEIGHT -   259.819 (meters)      852.42  (feet) ADJUSTED
 MD1238  ______________________________________________________________________
 MD1238  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 MD1238  DYNAMIC HEIGHT  -        259.706 (meters)      852.05  (feet) COMP
 MD1238  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 MD1238
 MD1238  VERT ORDER      -  SECOND    CLASS 0
 MD1238
 MD1238.The horizontal coordinates were scaled from a map and have
 MD1238.an estimated accuracy of +/- 6 seconds.
 MD1238
 MD1238.The orthometric height was determined by differential leveling and
 MD1238.adjusted by the NATIONAL GEODETIC SURVEY
 MD1238.in June 1991.
 MD1238
 MD1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1238.GEOID18 height accuracy estimate available here.
 MD1238
 MD1238.Click photographs - Photos may exist for this station.
 MD1238
 MD1238.The dynamic height is computed by dividing the NAVD 88
 MD1238.geopotential number by the normal gravity value computed on the
 MD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1238.degrees latitude (g = 980.6199 gals.).
 MD1238
 MD1238.The modeled gravity was interpolated from observed gravity values.
 MD1238
 MD1238;                    North         East    Units  Estimated Accuracy
 MD1238;SPC IN E     -   655,430.       80,200.      MT  (+/- 180 meters Scaled)
 MD1238
 MD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL920561(NAD 83)
 MD1238
 MD1238                          SUPERSEDED SURVEY CONTROL
 MD1238
 MD1238  NGVD 29 (??/??/92)  259.950  (m)          852.85   (f) ADJ UNCH    2 0
 MD1238
 MD1238.Superseded values are not recommended for survey control.
 MD1238
 MD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1238.See file dsdata.pdf to determine how the superseded data were derived.
 MD1238
 MD1238_MARKER: DB = BENCH MARK DISK
 MD1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1238_STAMPING: M 145 1946
 MD1238_MARK LOGO: CGS
 MD1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1238+STABILITY: SURFACE MOTION
 MD1238
 MD1238  HISTORY     - Date     Condition        Report By
 MD1238  HISTORY     - 1946     MONUMENTED       CGS
 MD1238
 MD1238                          STATION DESCRIPTION
 MD1238
 MD1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1238'2.6 MI NW FROM CLAYPOOL.
 MD1238'1.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1238'STATION AT CLAYPOOL, THENCE 1.1 MILE WEST ALONG A GRAVEL ROAD
 MD1238'LEADING TO BURKET, ABOUT 0.35 MILE EAST OF THE JUNCTION WITH
 MD1238'A NORTH-SOUTH GRAVEL ROAD, AT A TWO-STORY WHITE HOUSE ON THE
 MD1238'NORTH SIDE OF THE ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 MD1238'ROAD, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 MD1238'58 FEET WEST-SOUTHWEST OF A 24-INCH MAPLE TREE IN THE YARD, 2
 MD1238'FEET EAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 MD1238'POST, ABOUT 2 1/2 FEET ABOVE ROAD LEVEL AND SET IN THE TOP OF
 MD1238'A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS
 MD1238'ABOUT 3.9 MILES SOUTHEAST ALONG THE BURKET-CLAYPOOL ROAD FROM THE
 MD1238'SCHOOL BUILDING AT BURKET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0958 ***********************************************************************
 LB0958  DESIGNATION -  M 146
 LB0958  PID         -  LB0958
 LB0958  STATE/COUNTY-  IN/CARROLL
 LB0958  COUNTRY     -  US
 LB0958  USGS QUAD   -  FLORA (2019)
 LB0958
 LB0958                         *CURRENT SURVEY CONTROL
 LB0958  ______________________________________________________________________
 LB0958* NAD 83(1986) POSITION- 40 37 09.     (N) 086 32 20.     (W)   SCALED
 LB0958* NAVD 88 ORTHO HEIGHT -   208.771 (meters)      684.94  (feet) ADJUSTED
 LB0958  ______________________________________________________________________
 LB0958  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 LB0958  DYNAMIC HEIGHT  -        208.669 (meters)      684.61  (feet) COMP
 LB0958  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 LB0958
 LB0958  VERT ORDER      -  SECOND    CLASS 0
 LB0958
 LB0958.The horizontal coordinates were scaled from a map and have
 LB0958.an estimated accuracy of +/- 6 seconds.
 LB0958
 LB0958.The orthometric height was determined by differential leveling and
 LB0958.adjusted by the NATIONAL GEODETIC SURVEY
 LB0958.in June 1991.
 LB0958
 LB0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0958.GEOID18 height accuracy estimate available here.
 LB0958
 LB0958.Click photographs - Photos may exist for this station.
 LB0958
 LB0958.The dynamic height is computed by dividing the NAVD 88
 LB0958.geopotential number by the normal gravity value computed on the
 LB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0958.degrees latitude (g = 980.6199 gals.).
 LB0958
 LB0958.The modeled gravity was interpolated from observed gravity values.
 LB0958
 LB0958;                    North         East    Units  Estimated Accuracy
 LB0958;SPC IN W     -   596,410.      946,070.      MT  (+/- 180 meters Scaled)
 LB0958
 LB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390965(NAD 83)
 LB0958
 LB0958                          SUPERSEDED SURVEY CONTROL
 LB0958
 LB0958  NGVD 29 (??/??/92)  208.883  (m)          685.31   (f) ADJ UNCH    2 0
 LB0958
 LB0958.Superseded values are not recommended for survey control.
 LB0958
 LB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0958.See file dsdata.pdf to determine how the superseded data were derived.
 LB0958
 LB0958_MARKER: DB = BENCH MARK DISK
 LB0958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0958_SP_SET: PIPE CULVERT HEADWALL
 LB0958_STAMPING: M 146 1946
 LB0958_MARK LOGO: CGS
 LB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0958+STABILITY: SURFACE MOTION
 LB0958
 LB0958  HISTORY     - Date     Condition        Report By
 LB0958  HISTORY     - 1946     MONUMENTED       CGS
 LB0958
 LB0958                          STATION DESCRIPTION
 LB0958
 LB0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0958'0.8 MI N FROM CAMDEN.
 LB0958'ABOUT 0.85 MILE NORTH ALONG THE CAMDEN-ROCKFIELD ROAD FROM THE
 LB0958'CAMDEN STATE BANK AT CAMDEN, IN THE SOUTHWEST QUARTER OF A CROSS
 LB0958'ROAD, SET IN THE TOP OF THE SOUTH END OF AN L TYPE CONCRETE
 LB0958'HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE CROSS ROAD, 18 FEET
 LB0958'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND 22.5 FEET
 LB0958'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD AND ABOUT 1 1/2
 LB0958'FEET ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED M 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1035 ***********************************************************************
 LB1035  DESIGNATION -  M 147
 LB1035  PID         -  LB1035
 LB1035  STATE/COUNTY-  IN/CARROLL
 LB1035  COUNTRY     -  US
 LB1035  USGS QUAD   -  YEOMAN (2019)
 LB1035
 LB1035                         *CURRENT SURVEY CONTROL
 LB1035  ______________________________________________________________________
 LB1035* NAD 83(1986) POSITION- 40 40 02.     (N) 086 44 07.     (W)   SCALED
 LB1035* NAVD 88 ORTHO HEIGHT -   202.123 (meters)      663.13  (feet) ADJUSTED
 LB1035  ______________________________________________________________________
 LB1035  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 LB1035  DYNAMIC HEIGHT  -        202.028 (meters)      662.82  (feet) COMP
 LB1035  MODELED GRAVITY -    980,147.5   (mgal)                       NAVD 88
 LB1035
 LB1035  VERT ORDER      -  SECOND    CLASS 0
 LB1035
 LB1035.The horizontal coordinates were scaled from a map and have
 LB1035.an estimated accuracy of +/- 6 seconds.
 LB1035
 LB1035.The orthometric height was determined by differential leveling and
 LB1035.adjusted by the NATIONAL GEODETIC SURVEY
 LB1035.in June 1991.
 LB1035
 LB1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1035.GEOID18 height accuracy estimate available here.
 LB1035
 LB1035.Click photographs - Photos may exist for this station.
 LB1035
 LB1035.The dynamic height is computed by dividing the NAVD 88
 LB1035.geopotential number by the normal gravity value computed on the
 LB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1035.degrees latitude (g = 980.6199 gals.).
 LB1035
 LB1035.The modeled gravity was interpolated from observed gravity values.
 LB1035
 LB1035;                    North         East    Units  Estimated Accuracy
 LB1035;SPC IN W     -   601,660.      929,430.      MT  (+/- 180 meters Scaled)
 LB1035
 LB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL223018(NAD 83)
 LB1035
 LB1035                          SUPERSEDED SURVEY CONTROL
 LB1035
 LB1035  NGVD 29 (??/??/92)  202.230  (m)          663.48   (f) ADJ UNCH    2 0
 LB1035
 LB1035.Superseded values are not recommended for survey control.
 LB1035
 LB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1035.See file dsdata.pdf to determine how the superseded data were derived.
 LB1035
 LB1035_MARKER: DB = BENCH MARK DISK
 LB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1035_STAMPING: M 147 1946
 LB1035_MARK LOGO: CGS
 LB1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1035+STABILITY: SURFACE MOTION
 LB1035
 LB1035  HISTORY     - Date     Condition        Report By
 LB1035  HISTORY     - 1946     MONUMENTED       CGS
 LB1035
 LB1035                          STATION DESCRIPTION
 LB1035
 LB1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1035'5.6 MI S FROM MONTICELLO.
 LB1035'ABOUT 5.65 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1035'COURT HOUSE AT MONTICELLO, AT THE JUNCTION WITH A PAVED SIDE
 LB1035'ROAD LEADING EAST TO YEOMAN, 51 FEET EAST OF THE CENTER LINE
 LB1035'OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF THE SIDE
 LB1035'ROAD, 18 FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT NORTHWEST
 LB1035'OF A FENCE LINE AND ABOUT 1 1/2 FOOT BELOW HIGHWAY LEVEL.
 LB1035'A STANDARD DISK, STAMPED M 147 1946 AND SET IN THE TOP OF A
 LB1035'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1065 ***********************************************************************
 ME1065  DESIGNATION -  M 148
 ME1065  PID         -  ME1065
 ME1065  STATE/COUNTY-  IN/PORTER
 ME1065  COUNTRY     -  US
 ME1065  USGS QUAD   -  PORTAGE (2019)
 ME1065
 ME1065                         *CURRENT SURVEY CONTROL
 ME1065  ______________________________________________________________________
 ME1065* NAD 83(1986) POSITION- 41 33 07.     (N) 087 09 47.     (W)   SCALED
 ME1065* NAVD 88 ORTHO HEIGHT -   200.071 (meters)      656.40  (feet) ADJUSTED
 ME1065  ______________________________________________________________________
 ME1065  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 ME1065  DYNAMIC HEIGHT  -        199.995 (meters)      656.15  (feet) COMP
 ME1065  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 ME1065
 ME1065  VERT ORDER      -  SECOND    CLASS 0
 ME1065
 ME1065.The horizontal coordinates were scaled from a map and have
 ME1065.an estimated accuracy of +/- 6 seconds.
 ME1065
 ME1065.The orthometric height was determined by differential leveling and
 ME1065.adjusted by the NATIONAL GEODETIC SURVEY
 ME1065.in June 1991.
 ME1065
 ME1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1065.GEOID18 height accuracy estimate available here.
 ME1065
 ME1065.Click photographs - Photos may exist for this station.
 ME1065
 ME1065.The dynamic height is computed by dividing the NAVD 88
 ME1065.geopotential number by the normal gravity value computed on the
 ME1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1065.degrees latitude (g = 980.6199 gals.).
 ME1065
 ME1065.The modeled gravity was interpolated from observed gravity values.
 ME1065
 ME1065;                    North         East    Units  Estimated Accuracy
 ME1065;SPC IN W     -   699,860.      893,350.      MT  (+/- 180 meters Scaled)
 ME1065
 ME1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM864000(NAD 83)
 ME1065
 ME1065                          SUPERSEDED SURVEY CONTROL
 ME1065
 ME1065  NGVD 29 (??/??/92)  200.160  (m)          656.69   (f) ADJ UNCH    2 0
 ME1065
 ME1065.Superseded values are not recommended for survey control.
 ME1065
 ME1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1065.See file dsdata.pdf to determine how the superseded data were derived.
 ME1065
 ME1065_MARKER: DB = BENCH MARK DISK
 ME1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1065_SP_SET: TOWER BASE
 ME1065_STAMPING: M 148 1946
 ME1065_MARK LOGO: CGS
 ME1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1065
 ME1065  HISTORY     - Date     Condition        Report By
 ME1065  HISTORY     - 1946     MONUMENTED       CGS
 ME1065  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1065  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1065
 ME1065                          STATION DESCRIPTION
 ME1065
 ME1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1065'3.6 MI N FROM WHEELER.
 ME1065'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE POST
 ME1065'OFFICE AT WHEELER, PORTER COUNTY, THENCE ABOUT 0.85 MILE NORTHEAST,
 ME1065'0.5 MILE EAST, AND 1.95 MILES NORTH ALONG A COUNTY ROAD, ABOUT
 ME1065'0.1 MILE NORTH OF THE INTERSECTION WITH U.S. HIGHWAY 6, AT MC COOL
 ME1065'INTERMEDIATE FIELD 3, 25 FEET NORTHEAST OF THE NORTHEAST
 ME1065'CORNER OF THE WATCH HOUSE, AT THE 60-FOOT AERIAL BEACON TOWER,
 ME1065'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 ME1065'NORTHEAST LEG, AND ABOUT FLUSH WITH THE GROUND.  A BRONZE DISK,
 ME1065'STAMPED M 148 1946.
 ME1065
 ME1065                          STATION RECOVERY (1971)
 ME1065
 ME1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1065'MARK NOT FOUND.
 ME1065
 ME1065                          STATION RECOVERY (1978)
 ME1065
 ME1065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0970 ***********************************************************************
 ME0970  DESIGNATION -  M 149
 ME0970  PID         -  ME0970
 ME0970  STATE/COUNTY-  IN/LAKE
 ME0970  COUNTRY     -  US
 ME0970  USGS QUAD   -  PORTAGE (2019)
 ME0970
 ME0970                         *CURRENT SURVEY CONTROL
 ME0970  ______________________________________________________________________
 ME0970* NAD 83(1986) POSITION- 41 31 53.     (N) 087 14 16.     (W)   SCALED
 ME0970* NAVD 88 ORTHO HEIGHT -   190.706 (meters)      625.67  (feet) ADJUSTED
 ME0970  ______________________________________________________________________
 ME0970  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 ME0970  DYNAMIC HEIGHT  -        190.632 (meters)      625.43  (feet) COMP
 ME0970  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 ME0970
 ME0970  VERT ORDER      -  FIRST     CLASS II
 ME0970
 ME0970.The horizontal coordinates were scaled from a map and have
 ME0970.an estimated accuracy of +/- 6 seconds.
 ME0970
 ME0970.The orthometric height was determined by differential leveling and
 ME0970.adjusted by the NATIONAL GEODETIC SURVEY
 ME0970.in June 1991.
 ME0970
 ME0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0970.GEOID18 height accuracy estimate available here.
 ME0970
 ME0970.Click photographs - Photos may exist for this station.
 ME0970
 ME0970.The dynamic height is computed by dividing the NAVD 88
 ME0970.geopotential number by the normal gravity value computed on the
 ME0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0970.degrees latitude (g = 980.6199 gals.).
 ME0970
 ME0970.The modeled gravity was interpolated from observed gravity values.
 ME0970
 ME0970;                    North         East    Units  Estimated Accuracy
 ME0970;SPC IN W     -   697,580.      887,110.      MT  (+/- 180 meters Scaled)
 ME0970
 ME0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL801977(NAD 83)
 ME0970
 ME0970                          SUPERSEDED SURVEY CONTROL
 ME0970
 ME0970  NGVD 29 (??/??/92)  190.796  (m)          625.97   (f) ADJ UNCH    1 2
 ME0970
 ME0970.Superseded values are not recommended for survey control.
 ME0970
 ME0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0970.See file dsdata.pdf to determine how the superseded data were derived.
 ME0970
 ME0970_MARKER: DB = BENCH MARK DISK
 ME0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0970_STAMPING: M 149 1946
 ME0970_MARK LOGO: CGS
 ME0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0970+STABILITY: SURFACE MOTION
 ME0970
 ME0970  HISTORY     - Date     Condition        Report By
 ME0970  HISTORY     - 1946     MONUMENTED       CGS
 ME0970  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0970  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME0970
 ME0970                          STATION DESCRIPTION
 ME0970
 ME0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0970'0.5 MI SE FROM HOBART.
 ME0970'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME0970'THE STATION AT HOBART, LAKE COUNTY, ABOUT 45 YARDS NORTHWEST OF
 ME0970'MILEPOST 434, AT THE JUNCTION OF STATE HIGHWAY 130 AND A CINDER
 ME0970'ROAD PARALLELING THE TRACK, 19 FEET NORTH OF THE SWITCH ON A
 ME0970'SIDETRACK, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0970'48 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 18
 ME0970'FEET SOUTH OF THE CENTER LINE OF THE CINDER ROAD, AND ABOUT 3
 ME0970'FEET LOWER THAN THE TRACK.  A BRONZE DISK, STAMPED M 149 1946
 ME0970'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 ME0970'ABOVE GROUND.
 ME0970
 ME0970                          STATION RECOVERY (1968)
 ME0970
 ME0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0970'MARK NOT FOUND.
 ME0970
 ME0970                          STATION RECOVERY (2021)
 ME0970
 ME0970'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME0970'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0246 ***********************************************************************
 MD0246  DESIGNATION -  M 15
 MD0246  PID         -  MD0246
 MD0246  STATE/COUNTY-  IN/ALLEN
 MD0246  COUNTRY     -  US
 MD0246  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0246
 MD0246                         *CURRENT SURVEY CONTROL
 MD0246  ______________________________________________________________________
 MD0246* NAD 83(1986) POSITION- 41 04 39.     (N) 084 48 31.     (W)   SCALED
 MD0246* NAVD 88 ORTHO HEIGHT -   230.461 (meters)      756.10  (feet) ADJUSTED
 MD0246  ______________________________________________________________________
 MD0246  GEOID HEIGHT    -        -33.405 (meters)                     GEOID18
 MD0246  DYNAMIC HEIGHT  -        230.367 (meters)      755.80  (feet) COMP
 MD0246  MODELED GRAVITY -    980,207.2   (mgal)                       NAVD 88
 MD0246
 MD0246  VERT ORDER      -  FIRST     CLASS I
 MD0246
 MD0246.The horizontal coordinates were scaled from a map and have
 MD0246.an estimated accuracy of +/- 6 seconds.
 MD0246
 MD0246.The orthometric height was determined by differential leveling and
 MD0246.adjusted by the NATIONAL GEODETIC SURVEY
 MD0246.in April 1995.
 MD0246
 MD0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0246.GEOID18 height accuracy estimate available here.
 MD0246
 MD0246.Click photographs - Photos may exist for this station.
 MD0246
 MD0246.The dynamic height is computed by dividing the NAVD 88
 MD0246.geopotential number by the normal gravity value computed on the
 MD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0246.degrees latitude (g = 980.6199 gals.).
 MD0246
 MD0246.The modeled gravity was interpolated from observed gravity values.
 MD0246
 MD0246;                    North         East    Units  Estimated Accuracy
 MD0246;SPC IN E     -   647,520.      172,110.      MT  (+/- 180 meters Scaled)
 MD0246
 MD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL840496(NAD 83)
 MD0246
 MD0246                          SUPERSEDED SURVEY CONTROL
 MD0246
 MD0246  NAVD 88 (06/15/91)  230.466  (m)          756.12   (f) SUPERSEDED  1 1
 MD0246  NGVD 29 (01/19/93)  230.618  (m)          756.62   (f) ADJUSTED    1 1
 MD0246  NGVD 29 (??/??/92)  230.622  (m)          756.63   (f) SUPERSEDED  1 1
 MD0246
 MD0246.Superseded values are not recommended for survey control.
 MD0246
 MD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0246.See file dsdata.pdf to determine how the superseded data were derived.
 MD0246
 MD0246_MARKER: DB = BENCH MARK DISK
 MD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0246_STAMPING: M 15 1930 756.632
 MD0246_MARK LOGO: CGS
 MD0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0246+STABILITY: SURFACE MOTION
 MD0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0246+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0246
 MD0246  HISTORY     - Date     Condition        Report By
 MD0246  HISTORY     - 1930     MONUMENTED       CGS
 MD0246  HISTORY     - 1968     GOOD             CGS
 MD0246  HISTORY     - 19921019 GOOD             NGS
 MD0246
 MD0246                          STATION DESCRIPTION
 MD0246
 MD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0246'AT EDGERTON.
 MD0246'AT EDGERTON, ABOUT 0.25 MILE WEST ALONG THE NORFOLK AND WESTERN
 MD0246'RAILWAY FROM THE CROSSING OF THE STATE LINE ROAD, 241 YARDS
 MD0246'EAST OF MILEPOST CHI 169- BUF 354, 337 FEET WEST OF THE CENTER OF
 MD0246'THE CROSSING OF EVERSON ROAD, 81 FEET NORTHWEST OF THE NORTHWEST
 MD0246'CORNER OF A TWO-STORIED HOUSE, 32 FEET SOUTH OF THE SOUTH RAIL,
 MD0246'4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MD0246'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0246
 MD0246                          STATION RECOVERY (1992)
 MD0246
 MD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0246'IN EDGERTON, AT THE INTERSECTION OF EVERSON ROAD AND THE NORFOLK
 MD0246'SOUTHERN RAILROAD, 102.7 M (336.9 FT) WEST OF THE ROAD CENTER, 24.7 M
 MD0246'(81.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORY HOUSE, 16.6
 MD0246'M (54.5 FT) EAST OF A WOODEN WITNESS POST, 9.8 M (32.2 FT) SOUTH OF
 MD0246'THE NEAR RAIL, 9.6 M (31.5 FT) NORTH OF THE CENTER OF A DRIVEWAY, 5.3
 MD0246'M (17.4 FT) NORTH OF THE EXTENDED CENTER OF STATE HIGHWAY 14, 1.2 M
 MD0246'(3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF A
 MD0246'WITNESS POST, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE THE
 MD0246'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0550 ***********************************************************************
 ME0550  DESIGNATION -  M 150
 ME0550  PID         -  ME0550
 ME0550  STATE/COUNTY-  IN/LA PORTE
 ME0550  COUNTRY     -  US
 ME0550  USGS QUAD   -  HANNA (2019)
 ME0550
 ME0550                         *CURRENT SURVEY CONTROL
 ME0550  ______________________________________________________________________
 ME0550* NAD 83(1986) POSITION- 41 24 48.     (N) 086 47 27.     (W)   SCALED
 ME0550* NAVD 88 ORTHO HEIGHT -   213.962 (meters)      701.97  (feet) ADJUSTED
 ME0550  ______________________________________________________________________
 ME0550  GEOID HEIGHT    -        -33.901 (meters)                     GEOID18
 ME0550  DYNAMIC HEIGHT  -        213.875 (meters)      701.69  (feet) COMP
 ME0550  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 ME0550
 ME0550  VERT ORDER      -  FIRST     CLASS I
 ME0550
 ME0550.The horizontal coordinates were scaled from a map and have
 ME0550.an estimated accuracy of +/- 6 seconds.
 ME0550
 ME0550.The orthometric height was determined by differential leveling and
 ME0550.adjusted by the NATIONAL GEODETIC SURVEY
 ME0550.in April 1995.
 ME0550
 ME0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0550.GEOID18 height accuracy estimate available here.
 ME0550
 ME0550.Click photographs - Photos may exist for this station.
 ME0550
 ME0550.The dynamic height is computed by dividing the NAVD 88
 ME0550.geopotential number by the normal gravity value computed on the
 ME0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0550.degrees latitude (g = 980.6199 gals.).
 ME0550
 ME0550.The modeled gravity was interpolated from observed gravity values.
 ME0550
 ME0550;                    North         East    Units  Estimated Accuracy
 ME0550;SPC IN W     -   684,500.      924,450.      MT  (+/- 180 meters Scaled)
 ME0550
 ME0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL174846(NAD 83)
 ME0550
 ME0550                          SUPERSEDED SURVEY CONTROL
 ME0550
 ME0550  NAVD 88 (06/15/91)  213.960  (m)          701.97   (f) SUPERSEDED  1 1
 ME0550  NGVD 29 (01/19/93)  214.058  (m)          702.29   (f) ADJUSTED    1 1
 ME0550  NGVD 29 (??/??/92)  214.058  (m)          702.29   (f) SUPERSEDED  1 1
 ME0550
 ME0550.Superseded values are not recommended for survey control.
 ME0550
 ME0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0550.See file dsdata.pdf to determine how the superseded data were derived.
 ME0550
 ME0550_MARKER: DB = BENCH MARK DISK
 ME0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0550_SP_SET: ABUTMENT
 ME0550_STAMPING: M 150 1946
 ME0550_MARK LOGO: CGS
 ME0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0550+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0550
 ME0550  HISTORY     - Date     Condition        Report By
 ME0550  HISTORY     - 1946     MONUMENTED       CGS
 ME0550  HISTORY     - 1968     GOOD             CGS
 ME0550  HISTORY     - 19920907 GOOD             NGS
 ME0550  HISTORY     - 20071103 GOOD             GEOCAC
 ME0550
 ME0550                          STATION DESCRIPTION
 ME0550
 ME0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0550'0.6 MI W FROM HANNA.
 ME0550'ABOUT 0.6 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0550'CROSSING OF THOMPSON STREET AT HANNA, ABOUT 0.2 MILE WEST OF
 ME0550'MILEPOST 409, SET IN THE TOP OF THE NORTH END OF THE EAST STONE
 ME0550'ABUTMENT FOR RAILROAD BRIDGE NO. 409-16 OVER RICHMAN DITCH, 23.6
 ME0550'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND MAIN TRACK, 0.7
 ME0550'FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND 1 FOOT BELOW
 ME0550'THE LEVEL OF THE TRACK.  SEC 8, T 34 N, R 3 W.
 ME0550
 ME0550                          STATION RECOVERY (1992)
 ME0550
 ME0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0550'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0550'IN HANNA, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG OLD HIGHWAY 30, IN
 ME0550'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST STONE
 ME0550'ABUTMENT OF A CONRAIL RAILROAD BRIDGE SPANNING A DITCH, 17.4 M
 ME0550'(57.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) NORTH OF
 ME0550'THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 ME0550
 ME0550                          STATION RECOVERY (2007)
 ME0550
 ME0550'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0772 ***********************************************************************
 ME0772  DESIGNATION -  M 152
 ME0772  PID         -  ME0772
 ME0772  STATE/COUNTY-  IN/LA PORTE
 ME0772  COUNTRY     -  US
 ME0772  USGS QUAD   -  LAPORTE WEST (2019)
 ME0772
 ME0772                         *CURRENT SURVEY CONTROL
 ME0772  ______________________________________________________________________
 ME0772* NAD 83(1986) POSITION- 41 35 28.     (N) 086 46 42.     (W)   SCALED
 ME0772* NAVD 88 ORTHO HEIGHT -   251.629 (meters)      825.55  (feet) ADJUSTED
 ME0772  ______________________________________________________________________
 ME0772  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 ME0772  DYNAMIC HEIGHT  -        251.530 (meters)      825.23  (feet) COMP
 ME0772  MODELED GRAVITY -    980,227.0   (mgal)                       NAVD 88
 ME0772
 ME0772  VERT ORDER      -  SECOND    CLASS 0
 ME0772
 ME0772.The horizontal coordinates were scaled from a map and have
 ME0772.an estimated accuracy of +/- 6 seconds.
 ME0772
 ME0772.The orthometric height was determined by differential leveling and
 ME0772.adjusted by the NATIONAL GEODETIC SURVEY
 ME0772.in June 1991.
 ME0772
 ME0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0772.GEOID18 height accuracy estimate available here.
 ME0772
 ME0772.Click photographs - Photos may exist for this station.
 ME0772
 ME0772.The dynamic height is computed by dividing the NAVD 88
 ME0772.geopotential number by the normal gravity value computed on the
 ME0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0772.degrees latitude (g = 980.6199 gals.).
 ME0772
 ME0772.The modeled gravity was interpolated from observed gravity values.
 ME0772
 ME0772;                    North         East    Units  Estimated Accuracy
 ME0772;SPC IN W     -   704,250.      925,430.      MT  (+/- 180 meters Scaled)
 ME0772
 ME0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM184044(NAD 83)
 ME0772
 ME0772                          SUPERSEDED SURVEY CONTROL
 ME0772
 ME0772  NGVD 29 (??/??/92)  251.726  (m)          825.87   (f) ADJ UNCH    2 0
 ME0772
 ME0772.Superseded values are not recommended for survey control.
 ME0772
 ME0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0772.See file dsdata.pdf to determine how the superseded data were derived.
 ME0772
 ME0772_MARKER: DB = BENCH MARK DISK
 ME0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0772_STAMPING: M 152 1946
 ME0772_MARK LOGO: CGS
 ME0772_PROJECTION: PROJECTING 5 CENTIMETERS
 ME0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0772+STABILITY: SURFACE MOTION
 ME0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0772+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2024
 ME0772
 ME0772  HISTORY     - Date     Condition        Report By
 ME0772  HISTORY     - 1946     MONUMENTED       CGS
 ME0772  HISTORY     - 20220921 GOOD             INDOT
 ME0772  HISTORY     - 20240709 GOOD             LFA
 ME0772  HISTORY     - 20240709 GOOD             LFA
 ME0772
 ME0772                          STATION DESCRIPTION
 ME0772
 ME0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0772'3.6 MI SW FROM LA PORTE.
 ME0772'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0772'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, IN THE SOUTHWEST QUARTER
 ME0772'OF A ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTER LINE OF THE
 ME0772'HIGHWAY, 34.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.5
 ME0772'FEET EAST OF A 4-INCH APPLE TREE, 5.0 FEET WEST OF A FENCE
 ME0772'CORNER, 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST
 ME0772'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 ME0772'HIGHWAY.  A BRONZE DISK, STAMPED M 152 1946 AND SET IN THE TOP
 ME0772'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0772
 ME0772                          STATION RECOVERY (2022)
 ME0772
 ME0772'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0772'48 FEET SOUTH OF CENTER LINE OF STATE ROAD 2, 34.5 FEET WEST OF CENTER
 ME0772'LINE OF COUNTY ROAD 400 W, NO FENCES, NO WITNESS POST, LEVEL WITH
 ME0772'HIGHWAY, PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 ME0772
 ME0772                          STATION RECOVERY (2024)
 ME0772
 ME0772'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2024 (ST)
 ME0772'RECOVERED IN GOOD CONDITION.
 ME0772
 ME0772                          STATION RECOVERY (2024)
 ME0772
 ME0772'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2024 (ST)
 ME0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0486 ***********************************************************************
 ME0486  DESIGNATION -  M 153
 ME0486  PID         -  ME0486
 ME0486  STATE/COUNTY-  IN/LA PORTE
 ME0486  COUNTRY     -  US
 ME0486  USGS QUAD   -  HANNA (2019)
 ME0486
 ME0486                         *CURRENT SURVEY CONTROL
 ME0486  ______________________________________________________________________
 ME0486* NAD 83(1986) POSITION- 41 29 27.     (N) 086 46 41.     (W)   SCALED
 ME0486* NAVD 88 ORTHO HEIGHT -   219.494 (meters)      720.12  (feet) ADJUSTED
 ME0486  ______________________________________________________________________
 ME0486  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME0486  DYNAMIC HEIGHT  -        219.406 (meters)      719.83  (feet) COMP
 ME0486  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 ME0486
 ME0486  VERT ORDER      -  SECOND    CLASS 0
 ME0486
 ME0486.The horizontal coordinates were scaled from a map and have
 ME0486.an estimated accuracy of +/- 6 seconds.
 ME0486
 ME0486.The orthometric height was determined by differential leveling and
 ME0486.adjusted by the NATIONAL GEODETIC SURVEY
 ME0486.in June 1991.
 ME0486
 ME0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0486.GEOID18 height accuracy estimate available here.
 ME0486
 ME0486.Click photographs - Photos may exist for this station.
 ME0486
 ME0486.The dynamic height is computed by dividing the NAVD 88
 ME0486.geopotential number by the normal gravity value computed on the
 ME0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0486.degrees latitude (g = 980.6199 gals.).
 ME0486
 ME0486.The modeled gravity was interpolated from observed gravity values.
 ME0486
 ME0486;                    North         East    Units  Estimated Accuracy
 ME0486;SPC IN W     -   693,110.      925,490.      MT  (+/- 180 meters Scaled)
 ME0486
 ME0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL185932(NAD 83)
 ME0486
 ME0486                          SUPERSEDED SURVEY CONTROL
 ME0486
 ME0486  NGVD 29 (??/??/92)  219.594  (m)          720.45   (f) ADJ UNCH    2 0
 ME0486
 ME0486.Superseded values are not recommended for survey control.
 ME0486
 ME0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0486.See file dsdata.pdf to determine how the superseded data were derived.
 ME0486
 ME0486_MARKER: DB = BENCH MARK DISK
 ME0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0486_SP_SET: BRIDGE
 ME0486_STAMPING: M 153 1946
 ME0486_MARK LOGO: CGS
 ME0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0486
 ME0486  HISTORY     - Date     Condition        Report By
 ME0486  HISTORY     - 1946     MONUMENTED       CGS
 ME0486  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0486
 ME0486                          STATION DESCRIPTION
 ME0486
 ME0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0486'0.2 MI SW FROM UNION MILLS.
 ME0486'AT UNION MILLS, LA PORTE COUNTY, ABOUT 0.1 MILE SOUTH AND 0.05
 ME0486'MILE WEST OF THE POST OFFICE, ABOUT 105 YARDS WEST OF THE
 ME0486'CROSSROADS, AT THE 30-FOOT CONCRETE-DECK BRIDGE OVER MILL CREEK,
 ME0486'IN THE TOP OF THE SOUTHEAST WING WALL, 12 FEET SOUTH OF THE
 ME0486'CENTER LINE OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE
 ME0486'ROAD.  A BRONZE DISK, STAMPED M 153 1946.
 ME0486
 ME0486                          STATION RECOVERY (1989)
 ME0486
 ME0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0054 ***********************************************************************
 ME0054  DESIGNATION -  M 154
 ME0054  PID         -  ME0054
 ME0054  STATE/COUNTY-  IN/ST JOSEPH
 ME0054  COUNTRY     -  US
 ME0054  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0054
 ME0054                         *CURRENT SURVEY CONTROL
 ME0054  ______________________________________________________________________
 ME0054* NAD 83(1986) POSITION- 41 32 04.     (N) 086 26 25.     (W)   SCALED
 ME0054* NAVD 88 ORTHO HEIGHT -   222.364 (meters)      729.54  (feet) ADJUSTED
 ME0054  ______________________________________________________________________
 ME0054  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME0054  DYNAMIC HEIGHT  -        222.276 (meters)      729.25  (feet) COMP
 ME0054  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 ME0054
 ME0054  VERT ORDER      -  SECOND    CLASS 0
 ME0054
 ME0054.The horizontal coordinates were scaled from a map and have
 ME0054.an estimated accuracy of +/- 6 seconds.
 ME0054
 ME0054.The orthometric height was determined by differential leveling and
 ME0054.adjusted by the NATIONAL GEODETIC SURVEY
 ME0054.in June 1991.
 ME0054
 ME0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0054.GEOID18 height accuracy estimate available here.
 ME0054
 ME0054.Click photographs - Photos may exist for this station.
 ME0054
 ME0054.The dynamic height is computed by dividing the NAVD 88
 ME0054.geopotential number by the normal gravity value computed on the
 ME0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0054.degrees latitude (g = 980.6199 gals.).
 ME0054
 ME0054.The modeled gravity was interpolated from observed gravity values.
 ME0054
 ME0054;                    North         East    Units  Estimated Accuracy
 ME0054;SPC IN E     -   698,200.       35,440.      MT  (+/- 180 meters Scaled)
 ME0054
 ME0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL466982(NAD 83)
 ME0054
 ME0054                          SUPERSEDED SURVEY CONTROL
 ME0054
 ME0054  NGVD 29 (??/??/92)  222.474  (m)          729.90   (f) ADJ UNCH    2 0
 ME0054
 ME0054.Superseded values are not recommended for survey control.
 ME0054
 ME0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0054.See file dsdata.pdf to determine how the superseded data were derived.
 ME0054
 ME0054_MARKER: DB = BENCH MARK DISK
 ME0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0054_STAMPING: M 154 1946
 ME0054_MARK LOGO: CGS
 ME0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0054+STABILITY: SURFACE MOTION
 ME0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0054+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 ME0054
 ME0054  HISTORY     - Date     Condition        Report By
 ME0054  HISTORY     - 1946     MONUMENTED       CGS
 ME0054  HISTORY     - 1972     GOOD             NGS
 ME0054  HISTORY     - 1982     GOOD             INDNR
 ME0054  HISTORY     - 19941030 GOOD             USPSQD
 ME0054  HISTORY     - 20010930 GOOD             USPSQD
 ME0054  HISTORY     - 20220824 GOOD             INDOT
 ME0054
 ME0054                          STATION DESCRIPTION
 ME0054
 ME0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0054'0.7 MI W FROM NORTH LIBERTY.
 ME0054'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 4 FROM ITS JUNCTION WITH
 ME0054'STATE HIGHWAY 23 AT NORTH LIBERTY, AT THE WEST LAWN CEMETERY,
 ME0054'0.3 MILE EAST OF THE SMILAX CROSS ROAD, 28 FEET WEST OF THE
 ME0054'CENTER LINE OF THE ENTRANCE TO THE WEST LAWN CEMETERY, 41 FEET
 ME0054'SOUTHWEST OF A 2 INCH PIPE WELL, 19 FEET NORTH OF THE CENTER LINE
 ME0054'OF THE HIGHWAY, 21 FEET EAST OF A 15 INCH OAK TREE IN THE FENCE
 ME0054'LINE, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 ME0054'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 ME0054'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0054
 ME0054                          STATION RECOVERY (1972)
 ME0054
 ME0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0054'RECOVERED IN GOOD CONDITION.
 ME0054
 ME0054                          STATION RECOVERY (1982)
 ME0054
 ME0054'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0054'RECOVERED IN GOOD CONDITION.
 ME0054
 ME0054                          STATION RECOVERY (1994)
 ME0054
 ME0054'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0054'RECOVERED IN GOOD CONDITION.
 ME0054
 ME0054                          STATION RECOVERY (2001)
 ME0054
 ME0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0054'RECOVERED IN GOOD CONDITION.
 ME0054
 ME0054                          STATION RECOVERY (2022)
 ME0054
 ME0054'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0054'21 FT (6.4 M) EAST OF A 30 INCH (76 CM) OAK TREE NO FENCE LINE 1 FT
 ME0054'(0.3 M) SOUTH OF ORANGE WITNESS STAKE TREE FOLIAGE OVERHEAD PREVENTS
 ME0054'GOOD GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0053 ***********************************************************************
 ME0053  DESIGNATION -  M 155
 ME0053  PID         -  ME0053
 ME0053  STATE/COUNTY-  IN/ST JOSEPH
 ME0053  COUNTRY     -  US
 ME0053  USGS QUAD   -  LYDICK (2019)
 ME0053
 ME0053                         *CURRENT SURVEY CONTROL
 ME0053  ______________________________________________________________________
 ME0053* NAD 83(1986) POSITION- 41 41 23.56   (N) 086 27 12.20   (W)   HD_HELD1
 ME0053* NAVD 88 ORTHO HEIGHT -   224.994 (meters)      738.17  (feet) ADJUSTED
 ME0053  ______________________________________________________________________
 ME0053  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0053  DYNAMIC HEIGHT  -        224.908 (meters)      737.89  (feet) COMP
 ME0053  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 ME0053
 ME0053  VERT ORDER      -  SECOND    CLASS 0
 ME0053
 ME0053.The horizontal coordinates were determined by differentially corrected
 ME0053.hand held GPS observations or other comparable positioning techniques
 ME0053.and have an estimated accuracy of +/- 3 meters.
 ME0053
 ME0053.The orthometric height was determined by differential leveling and
 ME0053.adjusted by the NATIONAL GEODETIC SURVEY
 ME0053.in June 1991.
 ME0053
 ME0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0053.GEOID18 height accuracy estimate available here.
 ME0053
 ME0053.Click photographs - Photos may exist for this station.
 ME0053
 ME0053.The dynamic height is computed by dividing the NAVD 88
 ME0053.geopotential number by the normal gravity value computed on the
 ME0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0053.degrees latitude (g = 980.6199 gals.).
 ME0053
 ME0053.The modeled gravity was interpolated from observed gravity values.
 ME0053
 ME0053;                    North         East    Units  Estimated Accuracy
 ME0053;SPC IN E     -   715,472.9      34,505.9     MT  (+/- 3 meters HH1 GPS) 
 ME0053
 ME0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4548815488(NAD 83)
 ME0053
 ME0053                          SUPERSEDED SURVEY CONTROL
 ME0053
 ME0053  NGVD 29 (??/??/92)  225.099  (m)          738.51   (f) ADJ UNCH    2 0
 ME0053
 ME0053.Superseded values are not recommended for survey control.
 ME0053
 ME0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0053.See file dsdata.pdf to determine how the superseded data were derived.
 ME0053
 ME0053_MARKER: DB = BENCH MARK DISK
 ME0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0053_SP_SET: BUILDING
 ME0053_STAMPING: M 155 1946
 ME0053_MARK LOGO: CGS
 ME0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0053
 ME0053  HISTORY     - Date     Condition        Report By
 ME0053  HISTORY     - 1946     MONUMENTED       CGS
 ME0053  HISTORY     - 1983     GOOD             USPSQD
 ME0053  HISTORY     - 20171019 MARK NOT FOUND   LFA
 ME0053
 ME0053                          STATION DESCRIPTION
 ME0053
 ME0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0053'6.4 MI SE FROM NEW CARLISLE.
 ME0053'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH
 ME0053'U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 2.8 MILES EAST ALONG
 ME0053'STATE HIGHWAY 2, THENCE 1.2 MILE NORTH ALONG SNOWBERRY ROAD, AT
 ME0053'GORDON AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 ME0053'CORNER OF A CONCRETE BLOCK BUILDING (FORMERLY USED AS OFFICE
 ME0053'AND HANGER), 1.8 FEET NORTH OF THE CORNER AND 2.3 FEET ABOVE
 ME0053'THE GROUND.
 ME0053
 ME0053                          STATION RECOVERY (1983)
 ME0053
 ME0053'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0053'DESCRIPTION---AS STATED--EXCEPT--GORDON AIRPORT ABONDONED CONCRETE
 ME0053'BUILDING NOW USED AS GARAGE.
 ME0053
 ME0053                          STATION RECOVERY (2017)
 ME0053
 ME0053'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0053'PROPERTY OWNER STATES THAT THE MARK EXISTS HOWEVER THE OLD CONCRETE
 ME0053'BLOCK AIRPORT OFFICE BUILDING HAS BEEN WRAPPED IN METAL SIDING THEREBY
 ME0053'MAKING THE MARK INACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1403 ***********************************************************************
 ME1403  DESIGNATION -  M 156
 ME1403  PID         -  ME1403
 ME1403  STATE/COUNTY-  IN/JASPER
 ME1403  COUNTRY     -  US
 ME1403  USGS QUAD   -  GIFFORD (2019)
 ME1403
 ME1403                         *CURRENT SURVEY CONTROL
 ME1403  ______________________________________________________________________
 ME1403* NAD 83(1986) POSITION- 41 05 33.     (N) 087 02 08.     (W)   SCALED
 ME1403* NAVD 88 ORTHO HEIGHT -   209.543 (meters)      687.48  (feet) ADJUSTED
 ME1403  ______________________________________________________________________
 ME1403  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 ME1403  DYNAMIC HEIGHT  -        209.453 (meters)      687.18  (feet) COMP
 ME1403  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 ME1403
 ME1403  VERT ORDER      -  SECOND    CLASS 0
 ME1403
 ME1403.The horizontal coordinates were scaled from a map and have
 ME1403.an estimated accuracy of +/- 6 seconds.
 ME1403
 ME1403.The orthometric height was determined by differential leveling and
 ME1403.adjusted by the NATIONAL GEODETIC SURVEY
 ME1403.in June 1991.
 ME1403
 ME1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1403.GEOID18 height accuracy estimate available here.
 ME1403
 ME1403.Click photographs - Photos may exist for this station.
 ME1403
 ME1403.The dynamic height is computed by dividing the NAVD 88
 ME1403.geopotential number by the normal gravity value computed on the
 ME1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1403.degrees latitude (g = 980.6199 gals.).
 ME1403
 ME1403.The modeled gravity was interpolated from observed gravity values.
 ME1403
 ME1403;                    North         East    Units  Estimated Accuracy
 ME1403;SPC IN W     -   648,830.      904,010.      MT  (+/- 180 meters Scaled)
 ME1403
 ME1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL970490(NAD 83)
 ME1403
 ME1403                          SUPERSEDED SURVEY CONTROL
 ME1403
 ME1403  NGVD 29 (??/??/92)  209.637  (m)          687.78   (f) ADJ UNCH    2 0
 ME1403
 ME1403.Superseded values are not recommended for survey control.
 ME1403
 ME1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1403.See file dsdata.pdf to determine how the superseded data were derived.
 ME1403
 ME1403_MARKER: DB = BENCH MARK DISK
 ME1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1403_STAMPING: M 156 1946
 ME1403_MARK LOGO: CGS
 ME1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1403+STABILITY: SURFACE MOTION
 ME1403
 ME1403  HISTORY     - Date     Condition        Report By
 ME1403  HISTORY     - 1946     MONUMENTED       CGS
 ME1403  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1403
 ME1403                          STATION DESCRIPTION
 ME1403
 ME1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1403'9.4 MI NW FROM MEDARYVILLE.
 ME1403'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME1403'BUILDING AT MEDARYVILLE, THENCE 5.5 MILES WEST, 0.5 MILE SOUTH
 ME1403'AND 2.0 MILES WEST ALONG GRAVEL ROADS, 0.9 MILE WEST OF THE BRIDGE
 ME1403'OVER OLIVER DITCH, 0.5 MILE EAST OF THE JUNCTION WITH STATE
 ME1403'HIGHWAY 49, 17 FEET SOUTH OF THE CENTER LINE OF ROAD, 33 FEET
 ME1403'EAST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH TO AN
 ME1403'ABANDONED FARM HOUSE, 47 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 ME1403'A REA POWER POLE, 1 FOOT NORTH OF A FENCE CORNER AND IN LINE WITH
 ME1403'THE NORTH-SOUTH FENCE LINE, 1 FOOT ABOVE ROAD LEVEL AND SET IN
 ME1403'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.  THIS MARK
 ME1403'MAY BE REACHED FROM THE NEW YORK CENTRAL RAILROAD STATION AT
 ME1403'WHEATFIELD, JASPER COUNTY, BY GOING SOUTH ALONG STATE HIGHWAY
 ME1403'49 FOR 7.5 MILES, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD.
 ME1403
 ME1403                          STATION RECOVERY (2012)
 ME1403
 ME1403'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1421 ***********************************************************************
 ME1421  DESIGNATION -  M 157
 ME1421  PID         -  ME1421
 ME1421  STATE/COUNTY-  IN/JASPER
 ME1421  COUNTRY     -  US
 ME1421  USGS QUAD   -  PARR (2019)
 ME1421
 ME1421                         *CURRENT SURVEY CONTROL
 ME1421  ______________________________________________________________________
 ME1421* NAD 83(1986) POSITION- 41 01 36.     (N) 087 10 14.     (W)   SCALED
 ME1421* NAVD 88 ORTHO HEIGHT -   205.971 (meters)      675.76  (feet) ADJUSTED
 ME1421  ______________________________________________________________________
 ME1421  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 ME1421  DYNAMIC HEIGHT  -        205.882 (meters)      675.46  (feet) COMP
 ME1421  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME1421
 ME1421  VERT ORDER      -  SECOND    CLASS 0
 ME1421
 ME1421.The horizontal coordinates were scaled from a map and have
 ME1421.an estimated accuracy of +/- 6 seconds.
 ME1421
 ME1421.The orthometric height was determined by differential leveling and
 ME1421.adjusted by the NATIONAL GEODETIC SURVEY
 ME1421.in June 1991.
 ME1421
 ME1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1421.GEOID18 height accuracy estimate available here.
 ME1421
 ME1421.Click photographs - Photos may exist for this station.
 ME1421
 ME1421.The dynamic height is computed by dividing the NAVD 88
 ME1421.geopotential number by the normal gravity value computed on the
 ME1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1421.degrees latitude (g = 980.6199 gals.).
 ME1421
 ME1421.The modeled gravity was interpolated from observed gravity values.
 ME1421
 ME1421;                    North         East    Units  Estimated Accuracy
 ME1421;SPC IN W     -   641,520.      892,670.      MT  (+/- 180 meters Scaled)
 ME1421
 ME1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL856417(NAD 83)
 ME1421
 ME1421                          SUPERSEDED SURVEY CONTROL
 ME1421
 ME1421  NGVD 29 (??/??/92)  206.058  (m)          676.04   (f) ADJ UNCH    2 0
 ME1421
 ME1421.Superseded values are not recommended for survey control.
 ME1421
 ME1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1421.See file dsdata.pdf to determine how the superseded data were derived.
 ME1421
 ME1421_MARKER: DB = BENCH MARK DISK
 ME1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1421_STAMPING: M 157 1946
 ME1421_MARK LOGO: CGS
 ME1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1421+STABILITY: SURFACE MOTION
 ME1421
 ME1421  HISTORY     - Date     Condition        Report By
 ME1421  HISTORY     - 1946     MONUMENTED       CGS
 ME1421  HISTORY     - 20080921 POOR             GEOCAC
 ME1421
 ME1421                          STATION DESCRIPTION
 ME1421
 ME1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1421'2.5 MI E FROM PARR.
 ME1421'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1421'AT PARR, 1.0 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY
 ME1421'53, AT A CROSS ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE
 ME1421'HIGHWAY, 54 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 ME1421'SOUTH, 8 FEET EAST OF A CONCRETE CORNER POST, 1 FOOT NORTH OF
 ME1421'THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 ME1421'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1421
 ME1421                          STATION RECOVERY (2008)
 ME1421
 ME1421'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1421'DISK SHEARED OFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1225 ***********************************************************************
 MD1225  DESIGNATION -  M 158
 MD1225  PID         -  MD1225
 MD1225  STATE/COUNTY-  IN/KOSCIUSKO
 MD1225  COUNTRY     -  US
 MD1225  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1225
 MD1225                         *CURRENT SURVEY CONTROL
 MD1225  ______________________________________________________________________
 MD1225* NAD 83(1986) POSITION- 41 18 30.     (N) 085 42 45.     (W)   SCALED
 MD1225* NAVD 88 ORTHO HEIGHT -   265.322 (meters)      870.48  (feet) ADJUSTED
 MD1225  ______________________________________________________________________
 MD1225  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 MD1225  DYNAMIC HEIGHT  -        265.211 (meters)      870.11  (feet) COMP
 MD1225  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 MD1225
 MD1225  VERT ORDER      -  SECOND    CLASS 0
 MD1225
 MD1225.The horizontal coordinates were scaled from a map and have
 MD1225.an estimated accuracy of +/- 6 seconds.
 MD1225
 MD1225.The orthometric height was determined by differential leveling and
 MD1225.adjusted by the NATIONAL GEODETIC SURVEY
 MD1225.in June 1991.
 MD1225
 MD1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1225.GEOID18 height accuracy estimate available here.
 MD1225
 MD1225.Click photographs - Photos may exist for this station.
 MD1225
 MD1225.The dynamic height is computed by dividing the NAVD 88
 MD1225.geopotential number by the normal gravity value computed on the
 MD1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1225.degrees latitude (g = 980.6199 gals.).
 MD1225
 MD1225.The modeled gravity was interpolated from observed gravity values.
 MD1225
 MD1225;                    North         East    Units  Estimated Accuracy
 MD1225;SPC IN E     -   672,800.       96,160.      MT  (+/- 180 meters Scaled)
 MD1225
 MD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL077737(NAD 83)
 MD1225
 MD1225                          SUPERSEDED SURVEY CONTROL
 MD1225
 MD1225  NGVD 29 (??/??/92)  265.448  (m)          870.89   (f) ADJ UNCH    2 0
 MD1225
 MD1225.Superseded values are not recommended for survey control.
 MD1225
 MD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1225.See file dsdata.pdf to determine how the superseded data were derived.
 MD1225
 MD1225_MARKER: DB = BENCH MARK DISK
 MD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1225_STAMPING: M 158 1946
 MD1225_MARK LOGO: CGS
 MD1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1225+STABILITY: SURFACE MOTION
 MD1225
 MD1225  HISTORY     - Date     Condition        Report By
 MD1225  HISTORY     - 1946     MONUMENTED       CGS
 MD1225  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 MD1225
 MD1225                          STATION DESCRIPTION
 MD1225
 MD1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1225'4.3 MI E FROM OSWEGO.
 MD1225'4.3 MILES EAST ALONG A PAVED ROAD FROM THE TIPPECANOE RIVER
 MD1225'BRIDGE AT OSWEGO, ABOUT 1.15 MILE WEST OF THE JUNCTION OF STATE
 MD1225'HIGHWAY 13, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A ROAD
 MD1225'LEADING SOUTH, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A PAVED
 MD1225'ROAD LEADING NORTH, 0.1 MILE WEST OF AN OLD BRICK SCHOOL
 MD1225'BUILDING, 39 FEET WEST OF POWER POLE NO. 610/363, 20 FEET NORTH
 MD1225'OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF THE CENTER OF A
 MD1225'GATE, 1 FOOT SOUTH OF A FENCE POST AT A T FENCE LEADING NORTH,
 MD1225'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MD1225'POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 MD1225'POST OFFICE AT NORTH WEBSTER BY GOING ABOUT 1.2 MILES SOUTH ALONG
 MD1225'STATE HIGHWAY 13, THENCE ABOUT 1.15 MILE WEST ALONG A PAVED
 MD1225'ROAD LEADING TO OSWEGO.
 MD1225
 MD1225                          STATION RECOVERY (1997)
 MD1225
 MD1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1140 ***********************************************************************
 MD1140  DESIGNATION -  M 159
 MD1140  PID         -  MD1140
 MD1140  STATE/COUNTY-  IN/KOSCIUSKO
 MD1140  COUNTRY     -  US
 MD1140  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1140
 MD1140                         *CURRENT SURVEY CONTROL
 MD1140  ______________________________________________________________________
 MD1140* NAD 83(1986) POSITION- 41 25 12.     (N) 085 43 35.     (W)   SCALED
 MD1140* NAVD 88 ORTHO HEIGHT -   263.819 (meters)      865.55  (feet) ADJUSTED
 MD1140  ______________________________________________________________________
 MD1140  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 MD1140  DYNAMIC HEIGHT  -        263.710 (meters)      865.19  (feet) COMP
 MD1140  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 MD1140
 MD1140  VERT ORDER      -  SECOND    CLASS 0
 MD1140
 MD1140.The horizontal coordinates were scaled from a map and have
 MD1140.an estimated accuracy of +/- 6 seconds.
 MD1140
 MD1140.The orthometric height was determined by differential leveling and
 MD1140.adjusted by the NATIONAL GEODETIC SURVEY
 MD1140.in June 1991.
 MD1140
 MD1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1140.GEOID18 height accuracy estimate available here.
 MD1140
 MD1140.Click photographs - Photos may exist for this station.
 MD1140
 MD1140.The dynamic height is computed by dividing the NAVD 88
 MD1140.geopotential number by the normal gravity value computed on the
 MD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1140.degrees latitude (g = 980.6199 gals.).
 MD1140
 MD1140.The modeled gravity was interpolated from observed gravity values.
 MD1140
 MD1140;                    North         East    Units  Estimated Accuracy
 MD1140;SPC IN E     -   685,200.       95,010.      MT  (+/- 180 meters Scaled)
 MD1140
 MD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL064861(NAD 83)
 MD1140
 MD1140                          SUPERSEDED SURVEY CONTROL
 MD1140
 MD1140  NGVD 29 (??/??/92)  263.944  (m)          865.96   (f) ADJ UNCH    2 0
 MD1140
 MD1140.Superseded values are not recommended for survey control.
 MD1140
 MD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1140.See file dsdata.pdf to determine how the superseded data were derived.
 MD1140
 MD1140_MARKER: DB = BENCH MARK DISK
 MD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1140_STAMPING: M 159 1946
 MD1140_MARK LOGO: CGS
 MD1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1140+STABILITY: SURFACE MOTION
 MD1140
 MD1140  HISTORY     - Date     Condition        Report By
 MD1140  HISTORY     - 1946     MONUMENTED       CGS
 MD1140
 MD1140                          STATION DESCRIPTION
 MD1140
 MD1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1140'1 MI E FROM SYRACUSE.
 MD1140'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD1140'STATION AT SYRACUSE, ABOUT 265 YARDS EAST OF SEMAPHORE TOWER
 MD1140'NO. 159/37, 45 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MD1140'12 FEET EAST OF POLE NO. 159/31, 2 FEET WEST OF A WHITE WOODEN
 MD1140'WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, AND SET IN A CONCRETE
 MD1140'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1246 ***********************************************************************
 LB1246  DESIGNATION -  M 16
 LB1246  PID         -  LB1246
 LB1246  STATE/COUNTY-  IN/BENTON
 LB1246  COUNTRY     -  US
 LB1246  USGS QUAD   -  EARL PARK (2019)
 LB1246
 LB1246                         *CURRENT SURVEY CONTROL
 LB1246  ______________________________________________________________________
 LB1246* NAD 83(1986) POSITION- 40 42 17.     (N) 087 26 54.     (W)   SCALED
 LB1246* NAVD 88 ORTHO HEIGHT -   232.376 (meters)      762.39  (feet) ADJUSTED
 LB1246  ______________________________________________________________________
 LB1246  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 LB1246  DYNAMIC HEIGHT  -        232.268 (meters)      762.03  (feet) COMP
 LB1246  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 LB1246
 LB1246  VERT ORDER      -  FIRST     CLASS II
 LB1246
 LB1246.The horizontal coordinates were scaled from a map and have
 LB1246.an estimated accuracy of +/- 6 seconds.
 LB1246
 LB1246.The orthometric height was determined by differential leveling and
 LB1246.adjusted by the NATIONAL GEODETIC SURVEY
 LB1246.in June 1991.
 LB1246
 LB1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1246.GEOID18 height accuracy estimate available here.
 LB1246
 LB1246.Click photographs - Photos may exist for this station.
 LB1246
 LB1246.The dynamic height is computed by dividing the NAVD 88
 LB1246.geopotential number by the normal gravity value computed on the
 LB1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1246.degrees latitude (g = 980.6199 gals.).
 LB1246
 LB1246.The modeled gravity was interpolated from observed gravity values.
 LB1246
 LB1246;                    North         East    Units  Estimated Accuracy
 LB1246;SPC IN W     -   605,830.      869,160.      MT  (+/- 180 meters Scaled)
 LB1246
 LB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621060(NAD 83)
 LB1246
 LB1246                          SUPERSEDED SURVEY CONTROL
 LB1246
 LB1246  NGVD 29 (??/??/92)  232.427  (m)          762.55   (f) ADJ UNCH    1 2
 LB1246
 LB1246.Superseded values are not recommended for survey control.
 LB1246
 LB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1246.See file dsdata.pdf to determine how the superseded data were derived.
 LB1246
 LB1246_MARKER: DB = BENCH MARK DISK
 LB1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1246_STAMPING: M 16 1934
 LB1246_MARK LOGO: CGS
 LB1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1246+STABILITY: SURFACE MOTION
 LB1246
 LB1246  HISTORY     - Date     Condition        Report By
 LB1246  HISTORY     - 1934     MONUMENTED       CGS
 LB1246  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1246
 LB1246                          STATION DESCRIPTION
 LB1246
 LB1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1246'AT SHEFF.
 LB1246'AT SHEFF, BENTON COUNTY, 110 YARDS SOUTH OF THE NEW YORK CENTRAL
 LB1246'RAILROAD STATION, 75 YARDS WEST OF A WATER TANK, 75 YARDS
 LB1246'NORTHEAST OF A SIGNAL TOWER, 65 YARDS NORTH OF THE NORTH RAIL OF
 LB1246'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY TRACK,
 LB1246'48 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND N.Y.C.R.R. MAIN
 LB1246'TRACK, AND ABOUT ONE FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 LB1246'STAMPED M 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LB1246
 LB1246                          STATION RECOVERY (2018)
 LB1246
 LB1246'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1246'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1348 ***********************************************************************
 MD1348  DESIGNATION -  M 160
 MD1348  PID         -  MD1348
 MD1348  STATE/COUNTY-  IN/ELKHART
 MD1348  COUNTRY     -  US
 MD1348  USGS QUAD   -  GOSHEN (2019)
 MD1348
 MD1348                         *CURRENT SURVEY CONTROL
 MD1348  ______________________________________________________________________
 MD1348* NAD 83(1986) POSITION- 41 34 28.     (N) 085 49 30.     (W)   SCALED
 MD1348* NAVD 88 ORTHO HEIGHT -   244.316 (meters)      801.56  (feet) ADJUSTED
 MD1348  ______________________________________________________________________
 MD1348  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 MD1348  DYNAMIC HEIGHT  -        244.220 (meters)      801.25  (feet) COMP
 MD1348  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 MD1348
 MD1348  VERT ORDER      -  FIRST     CLASS II
 MD1348
 MD1348.The horizontal coordinates were scaled from a map and have
 MD1348.an estimated accuracy of +/- 6 seconds.
 MD1348
 MD1348.The orthometric height was determined by differential leveling and
 MD1348.adjusted by the NATIONAL GEODETIC SURVEY
 MD1348.in June 1991.
 MD1348
 MD1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1348.GEOID18 height accuracy estimate available here.
 MD1348
 MD1348.Click photographs - Photos may exist for this station.
 MD1348
 MD1348.The dynamic height is computed by dividing the NAVD 88
 MD1348.geopotential number by the normal gravity value computed on the
 MD1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1348.degrees latitude (g = 980.6199 gals.).
 MD1348
 MD1348.The modeled gravity was interpolated from observed gravity values.
 MD1348
 MD1348;                    North         East    Units  Estimated Accuracy
 MD1348;SPC IN E     -   702,370.       86,800.      MT  (+/- 180 meters Scaled)
 MD1348
 MD1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM979031(NAD 83)
 MD1348
 MD1348                          SUPERSEDED SURVEY CONTROL
 MD1348
 MD1348  NGVD 29 (??/??/92)  244.437  (m)          801.96   (f) ADJ UNCH    1 2
 MD1348
 MD1348.Superseded values are not recommended for survey control.
 MD1348
 MD1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1348.See file dsdata.pdf to determine how the superseded data were derived.
 MD1348
 MD1348_MARKER: DB = BENCH MARK DISK
 MD1348_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD1348+WITH SETTING: PAVEMENT
 MD1348_SP_SET: WATERTANK BASE
 MD1348_STAMPING: M 160 1946
 MD1348_MARK LOGO: CGS
 MD1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1348+STABILITY: SURFACE MOTION
 MD1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1348+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 MD1348
 MD1348  HISTORY     - Date     Condition        Report By
 MD1348  HISTORY     - 1946     MONUMENTED       CGS
 MD1348  HISTORY     - 19930108 GOOD             NGS
 MD1348  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1348
 MD1348                          STATION DESCRIPTION
 MD1348
 MD1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1348'AT GOSHEN.
 MD1348'AT GOSHEN, ABOUT 0.9 MILE SOUTH ALONG THE NEW YORK CENTRAL
 MD1348'RAILROAD FROM THE 9TH STREET TOWER, ACROSS THE TRACK FROM POLE
 MD1348'NO. 56/10, AND SET IN THE NORTH EAST CORNER OF THE CONCRETE BASE
 MD1348'OF THE EAST LEG OF THE CITY WATER TOWER, 116 FEET WEST OF THE
 MD1348'WEST RAIL, ABOUT LEVEL WITH THE TRACK, AND SET IN A DRILL HOLE.
 MD1348
 MD1348                          STATION RECOVERY (1993)
 MD1348
 MD1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1348'IN GOSHEN, AT THE INTERSECTION OF 9TH AND JACKSON STREETS NEAR THE
 MD1348'NORTHEAST CORNER OF THE CONCRETE BASE OF THE EAST LEG OF THE MUNICIPAL
 MD1348'WATERTANK, 28.3 M (92.8 FT) NORTH OF THE CENTER OF JACKSON STREET,
 MD1348'16.9 M (55.4 FT) WEST OF THE CENTERLINE OF 9TH STREET, 0.3 M (1.0 FT)
 MD1348'BELOW THE LEVEL OF THE STREET, 0.15 M (0.49 FT) SOUTH OF THE NORTH
 MD1348'EDGE OF THE BASE, AND 0.15 M (0.49 FT) WEST OF THE EAST EDGE OF THE
 MD1348'BASE.
 MD1348
 MD1348                          STATION RECOVERY (2018)
 MD1348
 MD1348'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1348'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0743 ***********************************************************************
 MD0743  DESIGNATION -  M 161
 MD0743  PID         -  MD0743
 MD0743  STATE/COUNTY-  IN/NOBLE
 MD0743  COUNTRY     -  US
 MD0743  USGS QUAD   -  ALBION (2019)
 MD0743
 MD0743                         *CURRENT SURVEY CONTROL
 MD0743  ______________________________________________________________________
 MD0743* NAD 83(1986) POSITION- 41 27 12.     (N) 085 25 40.     (W)   SCALED
 MD0743* NAVD 88 ORTHO HEIGHT -   289.030 (meters)      948.26  (feet) ADJUSTED
 MD0743  ______________________________________________________________________
 MD0743  GEOID HEIGHT    -        -33.247 (meters)                     GEOID18
 MD0743  DYNAMIC HEIGHT  -        288.912 (meters)      947.87  (feet) COMP
 MD0743  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 MD0743
 MD0743  VERT ORDER      -  SECOND    CLASS 0
 MD0743
 MD0743.The horizontal coordinates were scaled from a map and have
 MD0743.an estimated accuracy of +/- 6 seconds.
 MD0743
 MD0743.The orthometric height was determined by differential leveling and
 MD0743.adjusted by the NATIONAL GEODETIC SURVEY
 MD0743.in June 1991.
 MD0743
 MD0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0743.GEOID18 height accuracy estimate available here.
 MD0743
 MD0743.Click photographs - Photos may exist for this station.
 MD0743
 MD0743.The dynamic height is computed by dividing the NAVD 88
 MD0743.geopotential number by the normal gravity value computed on the
 MD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0743.degrees latitude (g = 980.6199 gals.).
 MD0743
 MD0743.The modeled gravity was interpolated from observed gravity values.
 MD0743
 MD0743;                    North         East    Units  Estimated Accuracy
 MD0743;SPC IN E     -   688,930.      119,960.      MT  (+/- 180 meters Scaled)
 MD0743
 MD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL313902(NAD 83)
 MD0743
 MD0743                          SUPERSEDED SURVEY CONTROL
 MD0743
 MD0743  NGVD 29 (??/??/92)  289.166  (m)          948.71   (f) ADJ UNCH    2 0
 MD0743
 MD0743.Superseded values are not recommended for survey control.
 MD0743
 MD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0743.See file dsdata.pdf to determine how the superseded data were derived.
 MD0743
 MD0743_MARKER: DB = BENCH MARK DISK
 MD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0743_STAMPING: M 161 1946
 MD0743_MARK LOGO: CGS
 MD0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0743+STABILITY: SURFACE MOTION
 MD0743
 MD0743  HISTORY     - Date     Condition        Report By
 MD0743  HISTORY     - 1946     MONUMENTED       CGS
 MD0743  HISTORY     - 1963     GOOD             CGS
 MD0743
 MD0743                          STATION DESCRIPTION
 MD0743
 MD0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0743'1.3 MI W FROM BRIMFIELD.
 MD0743'ABOUT 1.2 MILES W ALONG NO. 6 U.S. HWY. FROM THE BRIDGE OVER NEW
 MD0743'YORK CENTRAL RAILROAD AT BRIMFIELD, ABOUT 0.25 MILE W OF ITS
 MD0743'JUNCTION WITH NO. 9 INDIANA HWY., 167-1/2 FEET NW OF NW CORNER
 MD0743'OF CONCRETE FOUNDATION OF LARGE FARMHOUSE, 71.4 FEET NW OF CENTER
 MD0743'OF NO. 480/568 POWER POLE, 111 FEET W OF PROJECTED PLANE OF W
 MD0743'WALL OF SAID 2-STORY COLONIAL-FRONT HOUSE, 29 FEET N OF CENTER
 MD0743'LINE OF 24-FOOT HWY. PAVEMENT, 2.0 FEET LOWER THAN SAME, AND
 MD0743'PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0880 ***********************************************************************
 MD0880  DESIGNATION -  M 163
 MD0880  PID         -  MD0880
 MD0880  STATE/COUNTY-  IN/NOBLE
 MD0880  COUNTRY     -  US
 MD0880  USGS QUAD   -  EGE (2019)
 MD0880
 MD0880                         *CURRENT SURVEY CONTROL
 MD0880  ______________________________________________________________________
 MD0880* NAD 83(1986) POSITION- 41 21 59.23   (N) 085 21 01.55   (W)   HD_HELD1
 MD0880* NAVD 88 ORTHO HEIGHT -   297.686 (meters)      976.66  (feet) ADJUSTED
 MD0880  ______________________________________________________________________
 MD0880  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 MD0880  DYNAMIC HEIGHT  -        297.567 (meters)      976.27  (feet) COMP
 MD0880  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 MD0880
 MD0880  VERT ORDER      -  SECOND    CLASS 0
 MD0880
 MD0880.The horizontal coordinates were determined by differentially corrected
 MD0880.hand held GPS observations or other comparable positioning techniques
 MD0880.and have an estimated accuracy of +/- 3 meters.
 MD0880
 MD0880.The orthometric height was determined by differential leveling and
 MD0880.adjusted by the NATIONAL GEODETIC SURVEY
 MD0880.in June 1991.
 MD0880
 MD0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0880.GEOID18 height accuracy estimate available here.
 MD0880
 MD0880.Click photographs - Photos may exist for this station.
 MD0880
 MD0880.The dynamic height is computed by dividing the NAVD 88
 MD0880.geopotential number by the normal gravity value computed on the
 MD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0880.degrees latitude (g = 980.6199 gals.).
 MD0880
 MD0880.The modeled gravity was interpolated from observed gravity values.
 MD0880
 MD0880;                    North         East    Units  Estimated Accuracy
 MD0880;SPC IN E     -   679,302.4     126,457.8     MT  (+/- 3 meters HH1 GPS) 
 MD0880
 MD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3796280750(NAD 83)
 MD0880
 MD0880                          SUPERSEDED SURVEY CONTROL
 MD0880
 MD0880  NGVD 29 (??/??/92)  297.829  (m)          977.13   (f) ADJ UNCH    2 0
 MD0880
 MD0880.Superseded values are not recommended for survey control.
 MD0880
 MD0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0880.See file dsdata.pdf to determine how the superseded data were derived.
 MD0880
 MD0880_MARKER: DB = BENCH MARK DISK
 MD0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0880_STAMPING: M 163 1946
 MD0880_MARK LOGO: CGS
 MD0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0880+STABILITY: SURFACE MOTION
 MD0880
 MD0880  HISTORY     - Date     Condition        Report By
 MD0880  HISTORY     - 1946     MONUMENTED       CGS
 MD0880  HISTORY     - 1962     GOOD             CGS
 MD0880
 MD0880                          STATION DESCRIPTION
 MD0880
 MD0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0880'6 MI W FROM AVILLA.
 MD0880'ABOUT 6.0 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE CROSSROADS
 MD0880'JUNCTION OF NOS. 3 AND 8 INDIANA HWYS. AT THE MAIN CORNER IN
 MD0880'AVILLA, ABOUT 0.35 MILE E OF A T-ROAD S, ABOUT 0.2 MILE W OF A
 MD0880'T-ROAD N, 21 FEET E OF NE CORNER OF THE CONCRETE FOUNDATION OF
 MD0880'BARN, 18 FEET S OF CENTER LINE OF THE ROAD, ONE FOOT N OF FENCE,
 MD0880'1.7 FEET E OF STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE
 MD0880'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1233 ***********************************************************************
 MD1233  DESIGNATION -  M 164
 MD1233  PID         -  MD1233
 MD1233  STATE/COUNTY-  IN/NOBLE
 MD1233  COUNTRY     -  US
 MD1233  USGS QUAD   -  ORMAS (2019)
 MD1233
 MD1233                         *CURRENT SURVEY CONTROL
 MD1233  ______________________________________________________________________
 MD1233* NAD 83(1986) POSITION- 41 18 09.78   (N) 085 32 08.48   (W)   HD_HELD1
 MD1233* NAVD 88 ORTHO HEIGHT -   281.235 (meters)      922.69  (feet) ADJUSTED
 MD1233  ______________________________________________________________________
 MD1233  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 MD1233  DYNAMIC HEIGHT  -        281.120 (meters)      922.31  (feet) COMP
 MD1233  MODELED GRAVITY -    980,208.4   (mgal)                       NAVD 88
 MD1233
 MD1233  VERT ORDER      -  SECOND    CLASS 0
 MD1233
 MD1233.The horizontal coordinates were determined by differentially corrected
 MD1233.hand held GPS observations or other comparable positioning techniques
 MD1233.and have an estimated accuracy of +/- 3 meters.
 MD1233
 MD1233.The orthometric height was determined by differential leveling and
 MD1233.adjusted by the NATIONAL GEODETIC SURVEY
 MD1233.in June 1991.
 MD1233
 MD1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1233.GEOID18 height accuracy estimate available here.
 MD1233
 MD1233.Click photographs - Photos may exist for this station.
 MD1233
 MD1233.The dynamic height is computed by dividing the NAVD 88
 MD1233.geopotential number by the normal gravity value computed on the
 MD1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1233.degrees latitude (g = 980.6199 gals.).
 MD1233
 MD1233.The modeled gravity was interpolated from observed gravity values.
 MD1233
 MD1233;                    North         East    Units  Estimated Accuracy
 MD1233;SPC IN E     -   672,184.1     110,968.9     MT  (+/- 3 meters HH1 GPS) 
 MD1233
 MD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2258773396(NAD 83)
 MD1233
 MD1233                          SUPERSEDED SURVEY CONTROL
 MD1233
 MD1233  NGVD 29 (??/??/92)  281.372  (m)          923.13   (f) ADJ UNCH    2 0
 MD1233
 MD1233.Superseded values are not recommended for survey control.
 MD1233
 MD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1233.See file dsdata.pdf to determine how the superseded data were derived.
 MD1233
 MD1233_MARKER: DB = BENCH MARK DISK
 MD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1233_STAMPING: M 164 1946
 MD1233_MARK LOGO: CGS
 MD1233_PROJECTION: FLUSH
 MD1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1233+STABILITY: SURFACE MOTION
 MD1233
 MD1233  HISTORY     - Date     Condition        Report By
 MD1233  HISTORY     - 1946     MONUMENTED       CGS
 MD1233  HISTORY     - 1961     GOOD             CGS
 MD1233
 MD1233                          STATION DESCRIPTION
 MD1233
 MD1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1233'4.2 MI SW FROM WOLF LAKE.
 MD1233'ABOUT 2.3 MILES S ALONG NO. 109 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1233'WITH NO. 33 U.S. HWY. IN THE HEART OF WOLF LAKE, THENCE 1.9
 MD1233'MILES W ALONG NO. 350 S COUNTY ROAD TO E-W AND S ROAD T-INTERSECTION,
 MD1233'0.35 MILE E OF THORN CEMETERY, 121 FEET E OF PROJECTED CENTER
 MD1233'LINE OF ROAD FROM THE SOUTH, 119 FEET E OF CENTER OF 4-FOOT OAK
 MD1233'TREE (FENCE CORNER POST), 27 FEET N OF CENTER LINE OF 18-FOOT
 MD1233'ASPHALT ROAD, 1.6 FEET LOWER THAN SAME, 27 FEET W OF ONE TELEPHONE
 MD1233'POLE, 24-1/2 FEET W OF ANOTHER, 1.6 FEET W OF STEEL WITNESS
 MD1233'POST, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1159 ***********************************************************************
 MD1159  DESIGNATION -  M 165
 MD1159  PID         -  MD1159
 MD1159  STATE/COUNTY-  IN/WHITLEY
 MD1159  COUNTRY     -  US
 MD1159  USGS QUAD   -  ORMAS (2019)
 MD1159
 MD1159                         *CURRENT SURVEY CONTROL
 MD1159  ______________________________________________________________________
 MD1159* NAD 83(1986) POSITION- 41 17 21.     (N) 085 34 30.     (W)   SCALED
 MD1159* NAVD 88 ORTHO HEIGHT -   280.415 (meters)      919.99  (feet) ADJUSTED
 MD1159  ______________________________________________________________________
 MD1159  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 MD1159  DYNAMIC HEIGHT  -        280.300 (meters)      919.62  (feet) COMP
 MD1159  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 MD1159
 MD1159  VERT ORDER      -  SECOND    CLASS 0
 MD1159
 MD1159.The horizontal coordinates were scaled from a map and have
 MD1159.an estimated accuracy of +/- 6 seconds.
 MD1159
 MD1159.The orthometric height was determined by differential leveling and
 MD1159.adjusted by the NATIONAL GEODETIC SURVEY
 MD1159.in June 1991.
 MD1159
 MD1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1159.GEOID18 height accuracy estimate available here.
 MD1159
 MD1159.Click photographs - Photos may exist for this station.
 MD1159
 MD1159.The dynamic height is computed by dividing the NAVD 88
 MD1159.geopotential number by the normal gravity value computed on the
 MD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1159.degrees latitude (g = 980.6199 gals.).
 MD1159
 MD1159.The modeled gravity was interpolated from observed gravity values.
 MD1159
 MD1159;                    North         East    Units  Estimated Accuracy
 MD1159;SPC IN E     -   670,680.      107,680.      MT  (+/- 180 meters Scaled)
 MD1159
 MD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL193718(NAD 83)
 MD1159
 MD1159                          SUPERSEDED SURVEY CONTROL
 MD1159
 MD1159  NGVD 29 (??/??/92)  280.552  (m)          920.44   (f) ADJ UNCH    2 0
 MD1159
 MD1159.Superseded values are not recommended for survey control.
 MD1159
 MD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1159.See file dsdata.pdf to determine how the superseded data were derived.
 MD1159
 MD1159_MARKER: DB = BENCH MARK DISK
 MD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1159_STAMPING: M 165 1946
 MD1159_MARK LOGO: CGS
 MD1159_PROJECTION: FLUSH
 MD1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1159+STABILITY: SURFACE MOTION
 MD1159
 MD1159  HISTORY     - Date     Condition        Report By
 MD1159  HISTORY     - 1946     MONUMENTED       CGS
 MD1159  HISTORY     - 1961     GOOD             CGS
 MD1159
 MD1159                          STATION DESCRIPTION
 MD1159
 MD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1159'1.1 MI N FROM ETNA.
 MD1159'ABOUT 1.1 MILES N ALONG ETNA ROAD (NOW GRAVEL N OF THE VILLAGE)
 MD1159'FROM ETNA CROSSROADS, ON OUTSIDE OF LONG EASY ROAD CURVE, ABOUT
 MD1159'50 YARDS S OF POWER POLE WHICH IS ON E SIDE OF ROAD AND AT
 MD1159'BOTTOM OF GRADE DOWN FROM THE SOUTH, ABOUT 55 YARDS NW OF POWER
 MD1159'POLE ON SW SIDE OF ROAD, ABOUT 43 YARDS S OF E END OF A PIPE
 MD1159'CULVERT, 47.5 FEET SE OF R.R.-RAIL GATEPOST, 36 FEET S OF CENTER
 MD1159'LINE OF DIM ROAD WESTERLY, 24 FEET SW OF CENTER LINE OF THE MAIN
 MD1159'ROAD, ABOUT 1-1/2 FEET LOWER THAN SAME, 1.4 FEET SE OF STEEL
 MD1159'WITNESS POST, ONE FOOT NE OF FENCE, AND NOW FLUSH WITH THE
 MD1159'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0061 ***********************************************************************
 ME0061  DESIGNATION -  M 166
 ME0061  PID         -  ME0061
 ME0061  STATE/COUNTY-  IN/ST JOSEPH
 ME0061  COUNTRY     -  US
 ME0061  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0061
 ME0061                         *CURRENT SURVEY CONTROL
 ME0061  ______________________________________________________________________
 ME0061* NAD 83(1986) POSITION- 41 32 03.     (N) 086 23 21.     (W)   SCALED
 ME0061* NAVD 88 ORTHO HEIGHT -   232.266 (meters)      762.03  (feet) ADJUSTED
 ME0061  ______________________________________________________________________
 ME0061  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0061  DYNAMIC HEIGHT  -        232.173 (meters)      761.72  (feet) COMP
 ME0061  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 ME0061
 ME0061  VERT ORDER      -  SECOND    CLASS 0
 ME0061
 ME0061.The horizontal coordinates were scaled from a map and have
 ME0061.an estimated accuracy of +/- 6 seconds.
 ME0061
 ME0061.The orthometric height was determined by differential leveling and
 ME0061.adjusted by the NATIONAL GEODETIC SURVEY
 ME0061.in June 1991.
 ME0061
 ME0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0061.GEOID18 height accuracy estimate available here.
 ME0061
 ME0061.Click photographs - Photos may exist for this station.
 ME0061
 ME0061.The dynamic height is computed by dividing the NAVD 88
 ME0061.geopotential number by the normal gravity value computed on the
 ME0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0061.degrees latitude (g = 980.6199 gals.).
 ME0061
 ME0061.The modeled gravity was interpolated from observed gravity values.
 ME0061
 ME0061;                    North         East    Units  Estimated Accuracy
 ME0061;SPC IN E     -   698,130.       39,710.      MT  (+/- 180 meters Scaled)
 ME0061
 ME0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL509982(NAD 83)
 ME0061
 ME0061                          SUPERSEDED SURVEY CONTROL
 ME0061
 ME0061  NGVD 29 (??/??/92)  232.375  (m)          762.38   (f) ADJ UNCH    2 0
 ME0061
 ME0061.Superseded values are not recommended for survey control.
 ME0061
 ME0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0061.See file dsdata.pdf to determine how the superseded data were derived.
 ME0061
 ME0061_MARKER: DB = BENCH MARK DISK
 ME0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0061_SP_SET: BUILDING
 ME0061_STAMPING: M 166 1946
 ME0061_MARK LOGO: CGS
 ME0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0061
 ME0061  HISTORY     - Date     Condition        Report By
 ME0061  HISTORY     - 1946     MONUMENTED       CGS
 ME0061  HISTORY     - 1970     MARK NOT FOUND   NGS
 ME0061
 ME0061                          STATION DESCRIPTION
 ME0061
 ME0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0061'1.8 MI E FROM NORTH LIBERTY.
 ME0061'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 4 (PIERCE ROAD) FROM
 ME0061'THE NEW YORK CENTRAL RAILROAD STATION AT NORTH LIBERTY, IN THE
 ME0061'SOUTHWEST QUARTER OF THE INTERSECTION OF REDWOOD ROAD, AT THE
 ME0061'BEAVER CREEK WESLEYAN METHODIST CHURCH, IN THE NORTH CEMENT-BLOCK
 ME0061'WALL, 0.8 FOOT WEST OF THE NORTHEAST CORNER, AND ABOUT 1.6 FEET
 ME0061'ABOVE GROUND.
 ME0061
 ME0061                          STATION RECOVERY (1970)
 ME0061
 ME0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0882 ***********************************************************************
 ME0882  DESIGNATION -  M 167
 ME0882  PID         -  ME0882
 ME0882  STATE/COUNTY-  IN/LA PORTE
 ME0882  COUNTRY     -  US
 ME0882  USGS QUAD   -  NEW CARLISLE (2019)
 ME0882
 ME0882                         *CURRENT SURVEY CONTROL
 ME0882  ______________________________________________________________________
 ME0882* NAD 83(1986) POSITION- 41 38 52.     (N) 086 30 25.     (W)   SCALED
 ME0882* NAVD 88 ORTHO HEIGHT -   227.225 (meters)      745.49  (feet) ADJUSTED
 ME0882  ______________________________________________________________________
 ME0882  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 ME0882  DYNAMIC HEIGHT  -        227.137 (meters)      745.20  (feet) COMP
 ME0882  MODELED GRAVITY -    980,228.7   (mgal)                       NAVD 88
 ME0882
 ME0882  VERT ORDER      -  SECOND    CLASS 0
 ME0882
 ME0882.The horizontal coordinates were scaled from a map and have
 ME0882.an estimated accuracy of +/- 6 seconds.
 ME0882
 ME0882.The orthometric height was determined by differential leveling and
 ME0882.adjusted by the NATIONAL GEODETIC SURVEY
 ME0882.in June 1991.
 ME0882
 ME0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0882.GEOID18 height accuracy estimate available here.
 ME0882
 ME0882.Click photographs - Photos may exist for this station.
 ME0882
 ME0882.The dynamic height is computed by dividing the NAVD 88
 ME0882.geopotential number by the normal gravity value computed on the
 ME0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0882.degrees latitude (g = 980.6199 gals.).
 ME0882
 ME0882.The modeled gravity was interpolated from observed gravity values.
 ME0882
 ME0882;                    North         East    Units  Estimated Accuracy
 ME0882;SPC IN W     -   710,660.      948,020.      MT  (+/- 180 meters Scaled)
 ME0882
 ME0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410107(NAD 83)
 ME0882
 ME0882                          SUPERSEDED SURVEY CONTROL
 ME0882
 ME0882  NGVD 29 (??/??/92)  227.328  (m)          745.83   (f) ADJ UNCH    2 0
 ME0882
 ME0882.Superseded values are not recommended for survey control.
 ME0882
 ME0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0882.See file dsdata.pdf to determine how the superseded data were derived.
 ME0882
 ME0882_MARKER: DB = BENCH MARK DISK
 ME0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0882_STAMPING: M 167 1946
 ME0882_MARK LOGO: CGS
 ME0882_PROJECTION: PROJECTING 13 CENTIMETERS
 ME0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0882+STABILITY: SURFACE MOTION
 ME0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0882+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2022
 ME0882
 ME0882  HISTORY     - Date     Condition        Report By
 ME0882  HISTORY     - 1946     MONUMENTED       CGS
 ME0882  HISTORY     - 1988     GOOD             USPSQD
 ME0882  HISTORY     - 20220706 GOOD             INDOT
 ME0882
 ME0882                          STATION DESCRIPTION
 ME0882
 ME0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0882'4 MI S FROM NEW CARLISLE.
 ME0882'ABOUT 4.0 MILES SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0882'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, ABOUT 0.15 MILE SOUTH
 ME0882'OF THE LA PORTE-ST. JOSEPH COUNTY LINE, 111 FEET SOUTHWEST OF THE
 ME0882'SOUTHWEST CORNER OF THE HAROLD ROBINSON FARM HOUSE, 53 FEET SOUTH
 ME0882'OF THE CENTER LINE OF THE FARM DRIVEWAY, 19 FEET EAST OF THE
 ME0882'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE CORNER, ABOUT
 ME0882'LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 ME0882'5 INCHES.
 ME0882
 ME0882                          STATION RECOVERY (1988)
 ME0882
 ME0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0882'RECOVERED IN GOOD CONDITION.
 ME0882
 ME0882                          STATION RECOVERY (2022)
 ME0882
 ME0882'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0882'RECOVERED IN GOOD CONDITION. 38.5 FEET EAST OF A POWER POLE ON THE
 ME0882'WEST SIDE OF THE ROAD. 57.5 FEET EAST OF THE NORTHWEST CORNER OF A 30
 ME0882'FOOT BY 40 FOOT OUT BUILDING. 1 FT (0.3 M) LOWER THAN ROAD. METAL
 ME0882'WITNESS POST AT THE NORTHEAST CORNER OF THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0001 ***********************************************************************
 ME0001  DESIGNATION -  M 168
 ME0001  PID         -  ME0001
 ME0001  STATE/COUNTY-  IN/ST JOSEPH
 ME0001  COUNTRY     -  US
 ME0001  USGS QUAD   -  WYATT (2019)
 ME0001
 ME0001                         *CURRENT SURVEY CONTROL
 ME0001  ______________________________________________________________________
 ME0001* NAD 83(1986) POSITION- 41 32 07.     (N) 086 10 12.     (W)   SCALED
 ME0001* NAVD 88 ORTHO HEIGHT -   256.472 (meters)      841.44  (feet) ADJUSTED
 ME0001  ______________________________________________________________________
 ME0001  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0001  DYNAMIC HEIGHT  -        256.366 (meters)      841.09  (feet) COMP
 ME0001  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME0001
 ME0001  VERT ORDER      -  SECOND    CLASS 0
 ME0001
 ME0001.The horizontal coordinates were scaled from a map and have
 ME0001.an estimated accuracy of +/- 6 seconds.
 ME0001
 ME0001.The orthometric height was determined by differential leveling and
 ME0001.adjusted by the NATIONAL GEODETIC SURVEY
 ME0001.in June 1991.
 ME0001
 ME0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0001.GEOID18 height accuracy estimate available here.
 ME0001
 ME0001.Click photographs - Photos may exist for this station.
 ME0001
 ME0001.The dynamic height is computed by dividing the NAVD 88
 ME0001.geopotential number by the normal gravity value computed on the
 ME0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0001.degrees latitude (g = 980.6199 gals.).
 ME0001
 ME0001.The modeled gravity was interpolated from observed gravity values.
 ME0001
 ME0001;                    North         East    Units  Estimated Accuracy
 ME0001;SPC IN E     -   698,130.       58,000.      MT  (+/- 180 meters Scaled)
 ME0001
 ME0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL692985(NAD 83)
 ME0001
 ME0001                          SUPERSEDED SURVEY CONTROL
 ME0001
 ME0001  NGVD 29 (??/??/92)  256.586  (m)          841.82   (f) ADJ UNCH    2 0
 ME0001
 ME0001.Superseded values are not recommended for survey control.
 ME0001
 ME0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0001.See file dsdata.pdf to determine how the superseded data were derived.
 ME0001
 ME0001_MARKER: DB = BENCH MARK DISK
 ME0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0001_STAMPING: M 168 1946
 ME0001_MARK LOGO: CGS
 ME0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0001+STABILITY: SURFACE MOTION
 ME0001
 ME0001  HISTORY     - Date     Condition        Report By
 ME0001  HISTORY     - 1946     MONUMENTED       CGS
 ME0001  HISTORY     - 1983     GOOD             USPSQD
 ME0001  HISTORY     - 1984     GOOD             NGS
 ME0001  HISTORY     - 1987     GOOD             USPSQD
 ME0001  HISTORY     - 1988     GOOD             USPSQD
 ME0001
 ME0001                          STATION DESCRIPTION
 ME0001
 ME0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0001'0.7 MI N FROM WYATT.
 ME0001'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE POST
 ME0001'OFFICE AT WYATT, ABOUT 0.5 MILE NORTH OF THE CROSSING OF THE
 ME0001'WABASH RAILROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 ME0001'OF PIERCE ROAD, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ME0001'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH
 ME0001'OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE, ABOUT LEVEL WITH
 ME0001'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0001'6 INCHES.
 ME0001
 ME0001                          STATION RECOVERY (1983)
 ME0001
 ME0001'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0001'RECOVERED IN GOOD CONDITION.
 ME0001
 ME0001                          STATION RECOVERY (1984)
 ME0001
 ME0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0001'RECOVERED IN GOOD CONDITION.
 ME0001
 ME0001                          STATION RECOVERY (1987)
 ME0001
 ME0001'RECOVERY NOTE BY US POWER SQUADRON 1987 (AHH)
 ME0001'RECOVERED IN GOOD CONDITION.
 ME0001
 ME0001                          STATION RECOVERY (1988)
 ME0001
 ME0001'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLM)
 ME0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0174 ***********************************************************************
 ME0174  DESIGNATION -  M 169
 ME0174  PID         -  ME0174
 ME0174  STATE/COUNTY-  IN/MARSHALL
 ME0174  COUNTRY     -  US
 ME0174  USGS QUAD   -  LA PAZ (2019)
 ME0174
 ME0174                         *CURRENT SURVEY CONTROL
 ME0174  ______________________________________________________________________
 ME0174* NAD 83(1986) POSITION- 41 24 45.     (N) 086 16 17.     (W)   SCALED
 ME0174* NAVD 88 ORTHO HEIGHT -   256.900 (meters)      842.85  (feet) ADJUSTED
 ME0174  ______________________________________________________________________
 ME0174  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0174  DYNAMIC HEIGHT  -        256.793 (meters)      842.50  (feet) COMP
 ME0174  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 ME0174
 ME0174  VERT ORDER      -  SECOND    CLASS 0
 ME0174
 ME0174.The horizontal coordinates were scaled from a map and have
 ME0174.an estimated accuracy of +/- 6 seconds.
 ME0174
 ME0174.The orthometric height was determined by differential leveling and
 ME0174.adjusted by the NATIONAL GEODETIC SURVEY
 ME0174.in June 1991.
 ME0174
 ME0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0174.GEOID18 height accuracy estimate available here.
 ME0174
 ME0174.Click photographs - Photos may exist for this station.
 ME0174
 ME0174.The dynamic height is computed by dividing the NAVD 88
 ME0174.geopotential number by the normal gravity value computed on the
 ME0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0174.degrees latitude (g = 980.6199 gals.).
 ME0174
 ME0174.The modeled gravity was interpolated from observed gravity values.
 ME0174
 ME0174;                    North         East    Units  Estimated Accuracy
 ME0174;SPC IN E     -   684,550.       49,440.      MT  (+/- 180 meters Scaled)
 ME0174
 ME0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL608848(NAD 83)
 ME0174
 ME0174                          SUPERSEDED SURVEY CONTROL
 ME0174
 ME0174  NGVD 29 (??/??/92)  257.014  (m)          843.22   (f) ADJ UNCH    2 0
 ME0174
 ME0174.Superseded values are not recommended for survey control.
 ME0174
 ME0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0174.See file dsdata.pdf to determine how the superseded data were derived.
 ME0174
 ME0174_MARKER: DB = BENCH MARK DISK
 ME0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0174_STAMPING: M 169 1946
 ME0174_MARK LOGO: CGS
 ME0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0174+STABILITY: SURFACE MOTION
 ME0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0174+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2013
 ME0174
 ME0174  HISTORY     - Date     Condition        Report By
 ME0174  HISTORY     - 1946     MONUMENTED       CGS
 ME0174  HISTORY     - 1984     GOOD             USPSQD
 ME0174  HISTORY     - 1987     GOOD             USPSQD
 ME0174  HISTORY     - 1988     GOOD             USPSQD
 ME0174  HISTORY     - 20131202 GOOD             INDOT
 ME0174
 ME0174                          STATION DESCRIPTION
 ME0174
 ME0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0174'0.9 MI E FROM LINKVILLE.
 ME0174'ABOUT 0.9 MILE EAST ALONG BLACK-TOP AND GRAVEL ROADS FROM THE
 ME0174'GENERAL STORE AT LINKVILLE, ABOUT 0.7 MILE SOUTHEAST OF THE
 ME0174'JUNCTION OF THE BLACK-TOP AND GRAVEL ROADS, ABOUT 0.2 MILE SOUTH
 ME0174'OF A TURN WITH TANGENTS LEADING WEST AND SOUTH, ABOUT 0.5 MILE
 ME0174'WEST OF THE CROSSROADS AT SHILOH WESLEYAN CHURCH, AT A TURN
 ME0174'WITH TANGENTS LEADING NORTH AND EAST, AT THE JUNCTION OF A
 ME0174'DIM SIDE ROAD LEADING SOUTH, 21 FEET SOUTH OF THE CENTER LINE
 ME0174'OF THE ROAD LEADING EAST, 19 FEET EAST OF THE CENTER LINE OF THE
 ME0174'ROAD LEADING SOUTH, 6.0 FEET SOUTHEAST OF A POWER POLE, 7.5 FEET
 ME0174'EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF THE FENCE, ABOUT 1
 ME0174'FOOT LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 ME0174'PROJECTING ABOUT 5 INCHES.
 ME0174
 ME0174                          STATION RECOVERY (1984)
 ME0174
 ME0174'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0174'ADDITIONAL INFORMATION: ON EAST 4TH B ROAD ABOUT 0.5 MILE WEST OF
 ME0174'KING ROAD.
 ME0174
 ME0174                          STATION RECOVERY (1987)
 ME0174
 ME0174'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0174'RECOVERED IN GOOD CONDITION.
 ME0174
 ME0174                          STATION RECOVERY (1988)
 ME0174
 ME0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (LB)
 ME0174'RECOVERED IN GOOD CONDITION.
 ME0174
 ME0174                          STATION RECOVERY (2013)
 ME0174
 ME0174'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1154 ***********************************************************************
 ME1154  DESIGNATION -  M 17
 ME1154  PID         -  ME1154
 ME1154  STATE/COUNTY-  IN/LAKE
 ME1154  COUNTRY     -  US
 ME1154  USGS QUAD   -  LOWELL (2019)
 ME1154
 ME1154                         *CURRENT SURVEY CONTROL
 ME1154  ______________________________________________________________________
 ME1154* NAD 83(1986) POSITION- 41 20 02.     (N) 087 27 30.     (W)   SCALED
 ME1154* NAVD 88 ORTHO HEIGHT -   227.558 (meters)      746.58  (feet) ADJUSTED
 ME1154  ______________________________________________________________________
 ME1154  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 ME1154  DYNAMIC HEIGHT  -        227.465 (meters)      746.27  (feet) COMP
 ME1154  MODELED GRAVITY -    980,209.5   (mgal)                       NAVD 88
 ME1154
 ME1154  VERT ORDER      -  FIRST     CLASS II
 ME1154
 ME1154.The horizontal coordinates were scaled from a map and have
 ME1154.an estimated accuracy of +/- 6 seconds.
 ME1154
 ME1154.The orthometric height was determined by differential leveling and
 ME1154.adjusted by the NATIONAL GEODETIC SURVEY
 ME1154.in June 1991.
 ME1154
 ME1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1154.GEOID18 height accuracy estimate available here.
 ME1154
 ME1154.Click photographs - Photos may exist for this station.
 ME1154
 ME1154.The dynamic height is computed by dividing the NAVD 88
 ME1154.geopotential number by the normal gravity value computed on the
 ME1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1154.degrees latitude (g = 980.6199 gals.).
 ME1154
 ME1154.The modeled gravity was interpolated from observed gravity values.
 ME1154
 ME1154;                    North         East    Units  Estimated Accuracy
 ME1154;SPC IN W     -   675,710.      868,610.      MT  (+/- 180 meters Scaled)
 ME1154
 ME1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616759(NAD 83)
 ME1154
 ME1154                          SUPERSEDED SURVEY CONTROL
 ME1154
 ME1154  NGVD 29 (??/??/92)  227.64   (m)          746.8    (f) COMPUTED    1 2
 ME1154
 ME1154.Superseded values are not recommended for survey control.
 ME1154
 ME1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1154.See file dsdata.pdf to determine how the superseded data were derived.
 ME1154
 ME1154_MARKER: DB = BENCH MARK DISK
 ME1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1154_STAMPING: M 17 1934
 ME1154_MARK LOGO: CGS
 ME1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1154+STABILITY: SURFACE MOTION
 ME1154
 ME1154  HISTORY     - Date     Condition        Report By
 ME1154  HISTORY     - 1934     MONUMENTED       CGS
 ME1154
 ME1154                          STATION DESCRIPTION
 ME1154
 ME1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1154'3 MI S FROM COOK.
 ME1154'ON THE CHICAGO TO DANVILLE BRANCH OF THE NEW YORK CENTRAL
 ME1154'RAILROAD, 0.1 MILES NORTH OF MILEPOST 42, 24.6 FEET NORTH OF
 ME1154'CENTER LINE OF TARVIA ROAD CROSSING, 33.5 FEET EAST OF THE EAST
 ME1154'RAIL OF THE NORTH BOUND TRACK, 4 FEET ABOVE TOP OF RAIL, AND ON
 ME1154'TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1155 ***********************************************************************
 ME1155  DESIGNATION -  M 17 RESET
 ME1155  PID         -  ME1155
 ME1155  STATE/COUNTY-  IN/LAKE
 ME1155  COUNTRY     -  US
 ME1155  USGS QUAD   -  LOWELL (2019)
 ME1155
 ME1155                         *CURRENT SURVEY CONTROL
 ME1155  ______________________________________________________________________
 ME1155* NAD 83(1986) POSITION- 41 20 02.     (N) 087 27 29.     (W)   SCALED
 ME1155* NAVD 88 ORTHO HEIGHT -   227.815 (meters)      747.42  (feet) ADJUSTED
 ME1155  ______________________________________________________________________
 ME1155  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 ME1155  DYNAMIC HEIGHT  -        227.722 (meters)      747.12  (feet) COMP
 ME1155  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 ME1155
 ME1155  VERT ORDER      -  SECOND    CLASS 0
 ME1155
 ME1155.The horizontal coordinates were scaled from a map and have
 ME1155.an estimated accuracy of +/- 6 seconds.
 ME1155
 ME1155.The orthometric height was determined by differential leveling and
 ME1155.adjusted by the NATIONAL GEODETIC SURVEY
 ME1155.in June 1991.
 ME1155
 ME1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1155.GEOID18 height accuracy estimate available here.
 ME1155
 ME1155.Click photographs - Photos may exist for this station.
 ME1155
 ME1155.The dynamic height is computed by dividing the NAVD 88
 ME1155.geopotential number by the normal gravity value computed on the
 ME1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1155.degrees latitude (g = 980.6199 gals.).
 ME1155
 ME1155.The modeled gravity was interpolated from observed gravity values.
 ME1155
 ME1155;                    North         East    Units  Estimated Accuracy
 ME1155;SPC IN W     -   675,710.      868,630.      MT  (+/- 180 meters Scaled)
 ME1155
 ME1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616759(NAD 83)
 ME1155
 ME1155                          SUPERSEDED SURVEY CONTROL
 ME1155
 ME1155  NGVD 29 (??/??/??)  227.88   (m)          747.6    (f) RESET       3  
 ME1155
 ME1155.Superseded values are not recommended for survey control.
 ME1155
 ME1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1155.See file dsdata.pdf to determine how the superseded data were derived.
 ME1155
 ME1155_MARKER: DB = BENCH MARK DISK
 ME1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1155_STAMPING: M 17 RESET 1946
 ME1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1155+STABILITY: SURFACE MOTION
 ME1155
 ME1155  HISTORY     - Date     Condition        Report By
 ME1155  HISTORY     - 1946     MONUMENTED       NONE
 ME1155  HISTORY     - 1946     GOOD             CGS
 ME1155  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1155  HISTORY     - 20000118 MARK NOT FOUND   PATRIC
 ME1155
 ME1155                          STATION DESCRIPTION
 ME1155
 ME1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1155'3 MI S FROM COOK.
 ME1155'ABOUT 3.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1155'THE STATION AT COOK, ABOUT 2 1/2 POLES NORTH OF MILE POST 42,
 ME1155'SET IN THE NORTHWEST QUARTER OF A GRAVEL ROAD CROSSING, 37 FEET
 ME1155'WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK, 24 FEET NORTH
 ME1155'OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF POLE NO. 22/40,
 ME1155'4.5 FEET NORTH OF A FENCE CORNER POST, 3 FEET EAST OF A FENCE
 ME1155'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 ME1155'ABOVE THE GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1155'16 INCHES ABOVE THE GROUND.
 ME1155
 ME1155                          STATION RECOVERY (1990)
 ME1155
 ME1155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1155'MARK NOT FOUND.
 ME1155
 ME1155                          STATION RECOVERY (2000)
 ME1155
 ME1155'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0135 ***********************************************************************
 ME0135  DESIGNATION -  M 170
 ME0135  PID         -  ME0135
 ME0135  STATE/COUNTY-  IN/ELKHART
 ME0135  COUNTRY     -  US
 ME0135  USGS QUAD   -  WAKARUSA (2019)
 ME0135
 ME0135                         *CURRENT SURVEY CONTROL
 ME0135  ______________________________________________________________________
 ME0135* NAD 83(1986) POSITION- 41 34 00.     (N) 086 00 05.     (W)   SCALED
 ME0135* NAVD 88 ORTHO HEIGHT -   249.786 (meters)      819.51  (feet) ADJUSTED
 ME0135  ______________________________________________________________________
 ME0135  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 ME0135  DYNAMIC HEIGHT  -        249.684 (meters)      819.17  (feet) COMP
 ME0135  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 ME0135
 ME0135  VERT ORDER      -  SECOND    CLASS 0
 ME0135
 ME0135.The horizontal coordinates were scaled from a map and have
 ME0135.an estimated accuracy of +/- 6 seconds.
 ME0135
 ME0135.The orthometric height was determined by differential leveling and
 ME0135.adjusted by the NATIONAL GEODETIC SURVEY
 ME0135.in June 1991.
 ME0135
 ME0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0135.GEOID18 height accuracy estimate available here.
 ME0135
 ME0135.Click photographs - Photos may exist for this station.
 ME0135
 ME0135.The dynamic height is computed by dividing the NAVD 88
 ME0135.geopotential number by the normal gravity value computed on the
 ME0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0135.degrees latitude (g = 980.6199 gals.).
 ME0135
 ME0135.The modeled gravity was interpolated from observed gravity values.
 ME0135
 ME0135;                    North         East    Units  Estimated Accuracy
 ME0135;SPC IN E     -   701,540.       72,080.      MT  (+/- 180 meters Scaled)
 ME0135
 ME0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM832021(NAD 83)
 ME0135
 ME0135                          SUPERSEDED SURVEY CONTROL
 ME0135
 ME0135  NGVD 29 (??/??/92)  249.906  (m)          819.90   (f) ADJ UNCH    2 0
 ME0135
 ME0135.Superseded values are not recommended for survey control.
 ME0135
 ME0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0135.See file dsdata.pdf to determine how the superseded data were derived.
 ME0135
 ME0135_MARKER: DB = BENCH MARK DISK
 ME0135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0135_SP_SET: CULVERT HEADWALL
 ME0135_STAMPING: M 170 1946
 ME0135_MARK LOGO: CGS
 ME0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0135+STABILITY: SURFACE MOTION
 ME0135
 ME0135  HISTORY     - Date     Condition        Report By
 ME0135  HISTORY     - 1946     MONUMENTED       CGS
 ME0135  HISTORY     - 1968     GOOD             CGS
 ME0135  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0135
 ME0135                          STATION DESCRIPTION
 ME0135
 ME0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0135'8.3 MI N FROM NAPPANEE.
 ME0135'ABOUT 8.3 MILES NORTH ALONG S.R. 19 FROM THE PUBLIC LIBRARY
 ME0135'AT NAPPANEE, ABOUT 7.05 MILES SOUTH ALONG S.R. 19 FROM JUNC.
 ME0135'OF U.S. 33 AT ELKHART, ABOUT 0.1 MILE NORTH OF AN EAST-WEST
 ME0135'BLACK TOP CROSS ROAD, SET IN THE TOP OF THE NORTH END OF THE
 ME0135'EAST CONC. HEADWALL OF A 24 INCH PIPE CULVERT, 34 FT. EAST
 ME0135'OF THE C/L OF THE HIGHWAY, 44 FT. SOUTH OF A 22 INCH SYCAMORE
 ME0135'TREE, 1 FT. SOUTH OF A STEEL WITNESS POST.  ABOUT 1 FT. BELOW
 ME0135'THE HIGHWAY AND SET IN A DRILL HOLE.
 ME0135
 ME0135                          STATION RECOVERY (1978)
 ME0135
 ME0135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0413 ***********************************************************************
 ME0413  DESIGNATION -  M 171
 ME0413  PID         -  ME0413
 ME0413  STATE/COUNTY-  IN/ELKHART
 ME0413  COUNTRY     -  US
 ME0413  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0413
 ME0413                         *CURRENT SURVEY CONTROL
 ME0413  ______________________________________________________________________
 ME0413* NAD 83(1986) POSITION- 41 26 35.     (N) 086 00 02.     (W)   SCALED
 ME0413* NAVD 88 ORTHO HEIGHT -   266.415 (meters)      874.06  (feet) ADJUSTED
 ME0413  ______________________________________________________________________
 ME0413  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 ME0413  DYNAMIC HEIGHT  -        266.306 (meters)      873.71  (feet) COMP
 ME0413  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 ME0413
 ME0413  VERT ORDER      -  SECOND    CLASS 0
 ME0413
 ME0413.The horizontal coordinates were scaled from a map and have
 ME0413.an estimated accuracy of +/- 6 seconds.
 ME0413
 ME0413.The orthometric height was determined by differential leveling and
 ME0413.adjusted by the NATIONAL GEODETIC SURVEY
 ME0413.in June 1991.
 ME0413
 ME0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0413.GEOID18 height accuracy estimate available here.
 ME0413
 ME0413.Click photographs - Photos may exist for this station.
 ME0413
 ME0413.The dynamic height is computed by dividing the NAVD 88
 ME0413.geopotential number by the normal gravity value computed on the
 ME0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0413.degrees latitude (g = 980.6199 gals.).
 ME0413
 ME0413.The modeled gravity was interpolated from observed gravity values.
 ME0413
 ME0413;                    North         East    Units  Estimated Accuracy
 ME0413;SPC IN E     -   687,820.       72,100.      MT  (+/- 180 meters Scaled)
 ME0413
 ME0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834884(NAD 83)
 ME0413
 ME0413                          SUPERSEDED SURVEY CONTROL
 ME0413
 ME0413  NGVD 29 (??/??/92)  266.537  (m)          874.46   (f) ADJ UNCH    2 0
 ME0413
 ME0413.Superseded values are not recommended for survey control.
 ME0413
 ME0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0413.See file dsdata.pdf to determine how the superseded data were derived.
 ME0413
 ME0413_MARKER: DB = BENCH MARK DISK
 ME0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0413_SP_SET: BUILDING
 ME0413_STAMPING: M 171 1946
 ME0413_MARK LOGO: CGS
 ME0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0413
 ME0413  HISTORY     - Date     Condition        Report By
 ME0413  HISTORY     - 1946     MONUMENTED       CGS
 ME0413  HISTORY     - 1977     GOOD             LOCSUR
 ME0413  HISTORY     - 1984     GOOD             USPSQD
 ME0413  HISTORY     - 1984     GOOD             NGS
 ME0413  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0413  HISTORY     - 1990     GOOD             USPSQD
 ME0413
 ME0413                          STATION DESCRIPTION
 ME0413
 ME0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0413'AT NAPPANEE.
 ME0413'AT NAPPANEE, AT THE PUBLIC LIBRARY, 1 BLOCK NORTH OF THE INTERSECTION
 ME0413'OF STATE HIGHWAY 19 AND U.S. HIGHWAY 6, AT THE SOUTHEAST QUARTER
 ME0413'OF THE INTERSECTION OF NORTH MAIN STREET (HIGHWAY 19) AND WALNUT
 ME0413'STREET, SET VERTICALLY IN THE WEST WALL, 1.4 FEET NORTH OF THE
 ME0413'SOUTHWEST CORNER, ABOUT 1.8 FOOT ABOVE THE GROUND.
 ME0413
 ME0413                          STATION RECOVERY (1977)
 ME0413
 ME0413'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0413'RECOVERED IN GOOD CONDITION.
 ME0413
 ME0413                          STATION RECOVERY (1984)
 ME0413
 ME0413'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0413'BENCH MARK SHOULD BE MOVED BECAUSE LIBRARY BLDG IS BEING ENLARGED, SO
 ME0413'MARK MAY BE DESROYED
 ME0413
 ME0413                          STATION RECOVERY (1984)
 ME0413
 ME0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0413'A NEW BUILDING IS BEING BUILT AROUND THE OLD LIBRARY BUILDING A WHICH
 ME0413'THE MACK IS SET, THE OLD BUILDING IS BEING PRESERVED INTACT BUT
 ME0413'PLACING THE MARK INSIDE AND ABOUT 1.8 FEET ABOVE THE FLOOR OF THE NEW
 ME0413'BUILDING. THIS MARK WILL STILL BE EXCESSABLE THEN THE MAIN DOORS ON
 ME0413'WEST SIDE OF LIBRARY.
 ME0413
 ME0413                          STATION RECOVERY (1988)
 ME0413
 ME0413'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0413'MARK NOT FOUND.
 ME0413
 ME0413                          STATION RECOVERY (1990)
 ME0413
 ME0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1195 ***********************************************************************
 MD1195  DESIGNATION -  M 172
 MD1195  PID         -  MD1195
 MD1195  STATE/COUNTY-  IN/ELKHART
 MD1195  COUNTRY     -  US
 MD1195  USGS QUAD   -  MILFORD (2019)
 MD1195
 MD1195                         *CURRENT SURVEY CONTROL
 MD1195  ______________________________________________________________________
 MD1195* NAD 83(1986) POSITION- 41 29 36.04   (N) 085 51 57.69   (W)   HD_HELD1
 MD1195* NAVD 88 ORTHO HEIGHT -   253.115 (meters)      830.43  (feet) ADJUSTED
 MD1195  ______________________________________________________________________
 MD1195  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 MD1195  DYNAMIC HEIGHT  -        253.015 (meters)      830.10  (feet) COMP
 MD1195  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 MD1195
 MD1195  VERT ORDER      -  SECOND    CLASS 0
 MD1195
 MD1195.The horizontal coordinates were determined by differentially corrected
 MD1195.hand held GPS observations or other comparable positioning techniques
 MD1195.and have an estimated accuracy of +/- 3 meters.
 MD1195
 MD1195.The orthometric height was determined by differential leveling and
 MD1195.adjusted by the NATIONAL GEODETIC SURVEY
 MD1195.in June 1991.
 MD1195
 MD1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1195.GEOID18 height accuracy estimate available here.
 MD1195
 MD1195.Click photographs - Photos may exist for this station.
 MD1195
 MD1195.The dynamic height is computed by dividing the NAVD 88
 MD1195.geopotential number by the normal gravity value computed on the
 MD1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1195.degrees latitude (g = 980.6199 gals.).
 MD1195
 MD1195.The modeled gravity was interpolated from observed gravity values.
 MD1195
 MD1195;                    North         East    Units  Estimated Accuracy
 MD1195;SPC IN E     -   693,365.7      83,353.2     MT  (+/- 3 meters HH1 GPS) 
 MD1195
 MD1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9465594145(NAD 83)
 MD1195
 MD1195                          SUPERSEDED SURVEY CONTROL
 MD1195
 MD1195  NGVD 29 (??/??/92)  253.241  (m)          830.84   (f) ADJ UNCH    2 0
 MD1195
 MD1195.Superseded values are not recommended for survey control.
 MD1195
 MD1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1195.See file dsdata.pdf to determine how the superseded data were derived.
 MD1195
 MD1195_MARKER: DB = BENCH MARK DISK
 MD1195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1195_SP_SET: BOX CULVERT HEADWALL
 MD1195_STAMPING: M 172 1946
 MD1195_MARK LOGO: CGS
 MD1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1195+STABILITY: SURFACE MOTION
 MD1195
 MD1195  HISTORY     - Date     Condition        Report By
 MD1195  HISTORY     - 1946     MONUMENTED       CGS
 MD1195  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1195
 MD1195                          STATION DESCRIPTION
 MD1195
 MD1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1195'2 MI SW FROM NEW PARIS.
 MD1195'0.45 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT THE
 MD1195'WEST EDGE OF NEW PARIS, THENCE ABOUT 1.6 MILES WEST ALONG GRAVEL
 MD1195'AND CONCRETE ROADS, ABOUT 0.75 MILE WEST OF A CROSSROADS WITH
 MD1195'CONCRETE ROADS LEADING NORTH AND WEST AND GRAVEL ROADS LEADING
 MD1195'SOUTH AND EAST, ABOUT 0.5 MILE WEST OF A CHURCH AND CEMETERY,
 MD1195'ABOUT 170 FEET EAST OF THE CENTER OF THE INTERSECTION OF A
 MD1195'NORTH-AND-SOUTH GRAVEL ROAD, AT A 3- BY 2-FOOT CONCRETE BOX
 MD1195'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 MD1195'HEAD WALL, 15 FEET SOUTH OF THE CENTER LINE OF THE CONCRETE ROAD,
 MD1195'ABOUT 2 FEET HIGHER THAN THE ROAD.
 MD1195
 MD1195                          STATION RECOVERY (1993)
 MD1195
 MD1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1195'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1850 ***********************************************************************
 LA1850  DESIGNATION -  M 173
 LA1850  PID         -  LA1850
 LA1850  STATE/COUNTY-  IN/GRANT
 LA1850  COUNTRY     -  US
 LA1850  USGS QUAD   -  SWEETSER (2019)
 LA1850
 LA1850                         *CURRENT SURVEY CONTROL
 LA1850  ______________________________________________________________________
 LA1850* NAD 83(1986) POSITION- 40 35 41.     (N) 085 49 33.     (W)   SCALED
 LA1850* NAVD 88 ORTHO HEIGHT -   253.090 (meters)      830.35  (feet) ADJUSTED
 LA1850  ______________________________________________________________________
 LA1850  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 LA1850  DYNAMIC HEIGHT  -        252.962 (meters)      829.93  (feet) COMP
 LA1850  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 LA1850
 LA1850  VERT ORDER      -  SECOND    CLASS 0
 LA1850
 LA1850.The horizontal coordinates were scaled from a map and have
 LA1850.an estimated accuracy of +/- 6 seconds.
 LA1850
 LA1850.The orthometric height was determined by differential leveling and
 LA1850.adjusted by the NATIONAL GEODETIC SURVEY
 LA1850.in June 1991.
 LA1850
 LA1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1850.GEOID18 height accuracy estimate available here.
 LA1850
 LA1850.Click photographs - Photos may exist for this station.
 LA1850
 LA1850.The dynamic height is computed by dividing the NAVD 88
 LA1850.geopotential number by the normal gravity value computed on the
 LA1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1850.degrees latitude (g = 980.6199 gals.).
 LA1850
 LA1850.The modeled gravity was interpolated from observed gravity values.
 LA1850
 LA1850;                    North         East    Units  Estimated Accuracy
 LA1850;SPC IN E     -   593,570.       86,530.      MT  (+/- 180 meters Scaled)
 LA1850
 LA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993944(NAD 83)
 LA1850
 LA1850                          SUPERSEDED SURVEY CONTROL
 LA1850
 LA1850  NGVD 29 (??/??/92)  253.215  (m)          830.76   (f) ADJ UNCH    2 0
 LA1850
 LA1850.Superseded values are not recommended for survey control.
 LA1850
 LA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1850.See file dsdata.pdf to determine how the superseded data were derived.
 LA1850
 LA1850_MARKER: DB = BENCH MARK DISK
 LA1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1850_STAMPING: M 173 1946
 LA1850_MARK LOGO: CGS
 LA1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1850+STABILITY: SURFACE MOTION
 LA1850
 LA1850  HISTORY     - Date     Condition        Report By
 LA1850  HISTORY     - 1946     MONUMENTED       CGS
 LA1850
 LA1850                          STATION DESCRIPTION
 LA1850
 LA1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1850'1.6 MI N FROM MIER.
 LA1850'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1850'OF STATE HIGHWAYS 18 AND 21 AT MIER, SET AT A GRAVEL CROSS ROAD,
 LA1850'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF
 LA1850'THE CENTER LINE OF THE GRAVEL ROAD, 11 FEET SOUTH OF A VERTICAL
 LA1850'RAIL FENCE CORNER POST, 8 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT
 LA1850'EAST OF THE FENCE LINE, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND
 LA1850'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1612 ***********************************************************************
 LA1612  DESIGNATION -  M 174
 LA1612  PID         -  LA1612
 LA1612  STATE/COUNTY-  IN/GRANT
 LA1612  COUNTRY     -  US
 LA1612  USGS QUAD   -  MARION (2019)
 LA1612
 LA1612                         *CURRENT SURVEY CONTROL
 LA1612  ______________________________________________________________________
 LA1612* NAD 83(1986) POSITION- 40 35 05.     (N) 085 39 32.     (W)   SCALED
 LA1612* NAVD 88 ORTHO HEIGHT -   242.037 (meters)      794.08  (feet) ADJUSTED
 LA1612  ______________________________________________________________________
 LA1612  GEOID HEIGHT    -        -34.323 (meters)                     GEOID18
 LA1612  DYNAMIC HEIGHT  -        241.915 (meters)      793.68  (feet) COMP
 LA1612  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 LA1612
 LA1612  VERT ORDER      -  FIRST     CLASS II
 LA1612
 LA1612.The horizontal coordinates were scaled from a map and have
 LA1612.an estimated accuracy of +/- 6 seconds.
 LA1612
 LA1612.The orthometric height was determined by differential leveling and
 LA1612.adjusted by the NATIONAL GEODETIC SURVEY
 LA1612.in June 1991.
 LA1612
 LA1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1612.GEOID18 height accuracy estimate available here.
 LA1612
 LA1612.Click photographs - Photos may exist for this station.
 LA1612
 LA1612.The dynamic height is computed by dividing the NAVD 88
 LA1612.geopotential number by the normal gravity value computed on the
 LA1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1612.degrees latitude (g = 980.6199 gals.).
 LA1612
 LA1612.The modeled gravity was interpolated from observed gravity values.
 LA1612
 LA1612;                    North         East    Units  Estimated Accuracy
 LA1612;SPC IN E     -   592,440.      100,660.      MT  (+/- 180 meters Scaled)
 LA1612
 LA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK134935(NAD 83)
 LA1612
 LA1612                          SUPERSEDED SURVEY CONTROL
 LA1612
 LA1612  NGVD 29 (??/??/92)  242.166  (m)          794.51   (f) ADJ UNCH    1 2
 LA1612
 LA1612.Superseded values are not recommended for survey control.
 LA1612
 LA1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1612.See file dsdata.pdf to determine how the superseded data were derived.
 LA1612
 LA1612_MARKER: DB = BENCH MARK DISK
 LA1612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1612_SP_SET: CULVERT HEADWALL
 LA1612_STAMPING: M 174 1946
 LA1612_MARK LOGO: CGS
 LA1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1612+STABILITY: SURFACE MOTION
 LA1612
 LA1612  HISTORY     - Date     Condition        Report By
 LA1612  HISTORY     - 1946     MONUMENTED       CGS
 LA1612  HISTORY     - 1962     GOOD             CGS
 LA1612  HISTORY     - 20121016 GOOD             PICI
 LA1612
 LA1612                          STATION DESCRIPTION
 LA1612
 LA1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1612'1.9 MI NW FROM MARION.
 LA1612'ABOUT 1.9 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1612'FROM THE STATION AT MARION, ABOUT 7 1/2 RAILS SOUTHEAST OF THE
 LA1612'CROSSING OF STATE HIGHWAYS 9 AND 37, 57 FEET NORTHWEST OF POLE
 LA1612'130/35, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 LA1612'HEAD WALL OF A 40 INCH PIPE CULVERT, 9.5 FEET NORTHEAST OF THE
 LA1612'NORTHEAST RAIL OF THE TRACK, AND ABOUT 0.5 FOOT BELOW THE TRACK.
 LA1612
 LA1612                          STATION RECOVERY (1962)
 LA1612
 LA1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1612'RECOVERED IN GOOD CONDITION.
 LA1612
 LA1612                          STATION RECOVERY (2012)
 LA1612
 LA1612'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2012 (ER)
 LA1612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0220 ***********************************************************************
 LB0220  DESIGNATION -  M 175
 LB0220  PID         -  LB0220
 LB0220  STATE/COUNTY-  IN/MIAMI
 LB0220  COUNTRY     -  US
 LB0220  USGS QUAD   -  BUNKER HILL (2019)
 LB0220
 LB0220                         *CURRENT SURVEY CONTROL
 LB0220  ______________________________________________________________________
 LB0220* NAD 83(1986) POSITION- 40 44 55.     (N) 086 05 37.     (W)   SCALED
 LB0220* NAVD 88 ORTHO HEIGHT -   199.266 (meters)      653.76  (feet) ADJUSTED
 LB0220  ______________________________________________________________________
 LB0220  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 LB0220  DYNAMIC HEIGHT  -        199.170 (meters)      653.44  (feet) COMP
 LB0220  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 LB0220
 LB0220  VERT ORDER      -  SECOND    CLASS 0
 LB0220
 LB0220.The horizontal coordinates were scaled from a map and have
 LB0220.an estimated accuracy of +/- 6 seconds.
 LB0220
 LB0220.The orthometric height was determined by differential leveling and
 LB0220.adjusted by the NATIONAL GEODETIC SURVEY
 LB0220.in June 1991.
 LB0220
 LB0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0220.GEOID18 height accuracy estimate available here.
 LB0220
 LB0220.Click photographs - Photos may exist for this station.
 LB0220
 LB0220.The dynamic height is computed by dividing the NAVD 88
 LB0220.geopotential number by the normal gravity value computed on the
 LB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0220.degrees latitude (g = 980.6199 gals.).
 LB0220
 LB0220.The modeled gravity was interpolated from observed gravity values.
 LB0220
 LB0220;                    North         East    Units  Estimated Accuracy
 LB0220;SPC IN E     -   610,730.       63,940.      MT  (+/- 180 meters Scaled)
 LB0220
 LB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL765112(NAD 83)
 LB0220
 LB0220                          SUPERSEDED SURVEY CONTROL
 LB0220
 LB0220  NGVD 29 (??/??/92)  199.390  (m)          654.17   (f) ADJ UNCH    2 0
 LB0220
 LB0220.Superseded values are not recommended for survey control.
 LB0220
 LB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0220.See file dsdata.pdf to determine how the superseded data were derived.
 LB0220
 LB0220_MARKER: DB = BENCH MARK DISK
 LB0220_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0220+WITH SETTING: PAVEMENT
 LB0220_SP_SET: SEMAPHORE BASE
 LB0220_STAMPING: M 175 1946
 LB0220_MARK LOGO: CGS
 LB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0220+STABILITY: SURFACE MOTION
 LB0220
 LB0220  HISTORY     - Date     Condition        Report By
 LB0220  HISTORY     - 1946     MONUMENTED       CGS
 LB0220
 LB0220                          STATION DESCRIPTION
 LB0220
 LB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0220'1.2 MI W FROM PERU.
 LB0220'ABOUT 1.25 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0220'AT PERU, AT SEMAPHORE SIGNAL NO. 2040, SET VERTICALLY IN THE
 LB0220'CENTER OF THE SOUTH FACE OF THE CONCRETE BASE OF THE SEMAPHORE,
 LB0220'45 FEET NORTHWEST AND ACROSS THE TRACK FROM MILE POST D 204 - ST
 LB0220'L. 284, 7 FEET NORTH AND ABOUT 1.5 FOOT ABOVE THE NORTH RAIL OF
 LB0220'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0361 ***********************************************************************
 ME0361  DESIGNATION -  M 176
 ME0361  PID         -  ME0361
 ME0361  STATE/COUNTY-  IN/MARSHALL
 ME0361  COUNTRY     -  US
 ME0361  USGS QUAD   -  RUTLAND (2019)
 ME0361
 ME0361                         *CURRENT SURVEY CONTROL
 ME0361  ______________________________________________________________________
 ME0361* NAD 83(1986) POSITION- 41 10 19.     (N) 086 21 52.     (W)   SCALED
 ME0361* NAVD 88 ORTHO HEIGHT -   239.400 (meters)      785.43  (feet) ADJUSTED
 ME0361  ______________________________________________________________________
 ME0361  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME0361  DYNAMIC HEIGHT  -        239.300 (meters)      785.10  (feet) COMP
 ME0361  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 ME0361
 ME0361  VERT ORDER      -  SECOND    CLASS 0
 ME0361
 ME0361.The horizontal coordinates were scaled from a map and have
 ME0361.an estimated accuracy of +/- 6 seconds.
 ME0361
 ME0361.The orthometric height was determined by differential leveling and
 ME0361.adjusted by the NATIONAL GEODETIC SURVEY
 ME0361.in June 1991.
 ME0361
 ME0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0361.GEOID18 height accuracy estimate available here.
 ME0361
 ME0361.Click photographs - Photos may exist for this station.
 ME0361
 ME0361.The dynamic height is computed by dividing the NAVD 88
 ME0361.geopotential number by the normal gravity value computed on the
 ME0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0361.degrees latitude (g = 980.6199 gals.).
 ME0361
 ME0361.The modeled gravity was interpolated from observed gravity values.
 ME0361
 ME0361;                    North         East    Units  Estimated Accuracy
 ME0361;SPC IN E     -   657,890.       41,450.      MT  (+/- 180 meters Scaled)
 ME0361
 ME0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL533580(NAD 83)
 ME0361
 ME0361                          SUPERSEDED SURVEY CONTROL
 ME0361
 ME0361  NGVD 29 (??/??/92)  239.520  (m)          785.83   (f) ADJ UNCH    2 0
 ME0361
 ME0361.Superseded values are not recommended for survey control.
 ME0361
 ME0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0361.See file dsdata.pdf to determine how the superseded data were derived.
 ME0361
 ME0361_MARKER: DB = BENCH MARK DISK
 ME0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0361_SP_SET: CULVERT HEADWALL
 ME0361_STAMPING: M 176 1946
 ME0361_MARK LOGO: CGS
 ME0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0361+STABILITY: SURFACE MOTION
 ME0361
 ME0361  HISTORY     - Date     Condition        Report By
 ME0361  HISTORY     - 1946     MONUMENTED       CGS
 ME0361  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0361
 ME0361                          STATION DESCRIPTION
 ME0361
 ME0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0361'5.2 MI NE FROM DELONG.
 ME0361'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0361'STATION AT DELONG, THENCE 2.65 MILES EAST ALONG STATE HIGHWAY
 ME0361'110, ABOUT 0.35 MILE EAST OF THE JUNCTION WITH A GRAVEL ROAD
 ME0361'LEADING NORTH, ABOUT 192 FEET EAST OF THE CENTER LINE OF A
 ME0361'DRIVEWAY LEADING SOUTH TO A 2-STORY WHITE FARM HOUSE, SET IN
 ME0361'THE TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL OF A 14-INCH
 ME0361'CORRUGATED STEEL PIPE CULVERT, 27 FEET NORTH OF THE CENTER LINE
 ME0361'OF THE HIGHWAY, 2.5 FEET WEST OF THE EAST END OF THE HEADWALL
 ME0361'AND 1 FOOT BELOW THE HIGHWAY LEVEL.
 ME0361
 ME0361                          STATION RECOVERY (1984)
 ME0361
 ME0361'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0441 ***********************************************************************
 ME0441  DESIGNATION -  M 177
 ME0441  PID         -  ME0441
 ME0441  STATE/COUNTY-  IN/FULTON
 ME0441  COUNTRY     -  US
 ME0441  USGS QUAD   -  AKRON (2019)
 ME0441
 ME0441                         *CURRENT SURVEY CONTROL
 ME0441  ______________________________________________________________________
 ME0441* NAD 83(1986) POSITION- 41 02 22.     (N) 086 01 40.     (W)   SCALED
 ME0441* NAVD 88 ORTHO HEIGHT -   261.779 (meters)      858.85  (feet) ADJUSTED
 ME0441  ______________________________________________________________________
 ME0441  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME0441  DYNAMIC HEIGHT  -        261.662 (meters)      858.47  (feet) COMP
 ME0441  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 ME0441
 ME0441  VERT ORDER      -  SECOND    CLASS 0
 ME0441
 ME0441.The horizontal coordinates were scaled from a map and have
 ME0441.an estimated accuracy of +/- 6 seconds.
 ME0441
 ME0441.The orthometric height was determined by differential leveling and
 ME0441.adjusted by the NATIONAL GEODETIC SURVEY
 ME0441.in June 1991.
 ME0441
 ME0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0441.GEOID18 height accuracy estimate available here.
 ME0441
 ME0441.Click photographs - Photos may exist for this station.
 ME0441
 ME0441.The dynamic height is computed by dividing the NAVD 88
 ME0441.geopotential number by the normal gravity value computed on the
 ME0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0441.degrees latitude (g = 980.6199 gals.).
 ME0441
 ME0441.The modeled gravity was interpolated from observed gravity values.
 ME0441
 ME0441;                    North         East    Units  Estimated Accuracy
 ME0441;SPC IN E     -   643,000.       69,640.      MT  (+/- 180 meters Scaled)
 ME0441
 ME0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL817435(NAD 83)
 ME0441
 ME0441                          SUPERSEDED SURVEY CONTROL
 ME0441
 ME0441  NGVD 29 (??/??/92)  261.902  (m)          859.26   (f) ADJ UNCH    2 0
 ME0441
 ME0441.Superseded values are not recommended for survey control.
 ME0441
 ME0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0441.See file dsdata.pdf to determine how the superseded data were derived.
 ME0441
 ME0441_MARKER: DB = BENCH MARK DISK
 ME0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0441_SP_SET: BUILDING
 ME0441_STAMPING: M 177 1946
 ME0441_MARK LOGO: CGS
 ME0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0441
 ME0441  HISTORY     - Date     Condition        Report By
 ME0441  HISTORY     - 1946     MONUMENTED       CGS
 ME0441  HISTORY     - 1989     GOOD             USPSQD
 ME0441  HISTORY     - 1990     GOOD             USPSQD
 ME0441
 ME0441                          STATION DESCRIPTION
 ME0441
 ME0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0441'AT AKRON.
 ME0441'AT AKRON, ABOUT 1 BLOCK NORTH OF THE STATE BANK BUILDING, SET
 ME0441'VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF THE
 ME0441'METHODIST CHURCH BUILDING, 1.7 FOOT SOUTH OF THE CORNER AND 3.0
 ME0441'FEET ABOVE THE SIDEWALK.
 ME0441
 ME0441                          STATION RECOVERY (1989)
 ME0441
 ME0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0441'RECOVERED IN GOOD CONDITION.
 ME0441
 ME0441                          STATION RECOVERY (1990)
 ME0441
 ME0441'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1681 ***********************************************************************
 LA1681  CBN         -  This is a Cooperative Base Network Control Station.
 LA1681  DESIGNATION -  M 178
 LA1681  PID         -  LA1681
 LA1681  STATE/COUNTY-  IN/WABASH
 LA1681  COUNTRY     -  US
 LA1681  USGS QUAD   -  ROANN (2019)
 LA1681
 LA1681                         *CURRENT SURVEY CONTROL
 LA1681  ______________________________________________________________________
 LA1681* NAD 83(2011) POSITION- 40 54 47.45699(N) 085 53 22.87119(W)   ADJUSTED
 LA1681* NAD 83(2011) ELLIP HT-   199.890 (meters)        (06/27/12)   ADJUSTED
 LA1681* NAD 83(2011) EPOCH   -  2010.00
 LA1681* NAVD 88 ORTHO HEIGHT -   233.982 (meters)      767.66  (feet) ADJUSTED
 LA1681  ______________________________________________________________________
 LA1681  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 LA1681  NAD 83(2011) X  -    345,989.255 (meters)                     COMP
 LA1681  NAD 83(2011) Y  - -4,814,646.152 (meters)                     COMP
 LA1681  NAD 83(2011) Z  -  4,155,272.903 (meters)                     COMP
 LA1681  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 LA1681  DYNAMIC HEIGHT  -        233.873 (meters)      767.30  (feet) COMP
 LA1681  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LA1681
 LA1681  VERT ORDER      -  SECOND    CLASS 0
 LA1681
 LA1681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1681  Standards:
 LA1681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1681  -------------------------------------------------------------------
 LA1681  NETWORK    1.04   2.27           0.49   0.33   1.16     -0.04075780
 LA1681  -------------------------------------------------------------------
 LA1681  Click here for local accuracies and other accuracy information.
 LA1681
 LA1681.The horizontal coordinates were established by GPS observations
 LA1681.and adjusted by the National Geodetic Survey in June 2012.
 LA1681
 LA1681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1681.been affixed to the stable North American tectonic plate. See 
 LA1681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1681
 LA1681.The horizontal coordinates are valid at the epoch date displayed above
 LA1681.which is a decimal equivalence of Year/Month/Day.
 LA1681
 LA1681.The orthometric height was determined by differential leveling and
 LA1681.adjusted by the NATIONAL GEODETIC SURVEY
 LA1681.in June 1991.
 LA1681
 LA1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1681.GEOID18 height accuracy estimate available here.
 LA1681
 LA1681.Click photographs - Photos may exist for this station.
 LA1681
 LA1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1681
 LA1681.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1681
 LA1681.The ellipsoidal height was determined by GPS observations
 LA1681.and is referenced to NAD 83.
 LA1681
 LA1681.The dynamic height is computed by dividing the NAVD 88
 LA1681.geopotential number by the normal gravity value computed on the
 LA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1681.degrees latitude (g = 980.6199 gals.).
 LA1681
 LA1681.The modeled gravity was interpolated from observed gravity values.
 LA1681
 LA1681. The following values were computed from the NAD 83(2011) position.
 LA1681
 LA1681;                    North         East     Units Scale Factor Converg.
 LA1681;SPC IN E     -   628,941.115    81,212.210   MT  0.99997101   -0 08 45.8
 LA1681;SPC IN E     - 2,063,450.97    266,443.73   sFT  0.99997101   -0 08 45.8
 LA1681;UTM  16      - 4,529,712.944   593,502.334   MT  0.99970760   +0 43 38.0
 LA1681
 LA1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1681!SPC IN E     -   0.99996865  x   0.99997101  =   0.99993966
 LA1681!UTM  16      -   0.99996865  x   0.99970760  =   0.99967626
 LA1681
 LA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9350229712(NAD 83)
 LA1681
 LA1681                          SUPERSEDED SURVEY CONTROL
 LA1681
 LA1681  NAD 83(2007)-  40 54 47.45710(N)    085 53 22.87209(W) AD(2002.00) 0
 LA1681  ELLIP H (02/10/07)  199.912  (m)                       GP(2002.00)    
 LA1681  NAD 83(1997)-  40 54 47.45700(N)    085 53 22.87182(W) AD(       ) B
 LA1681  ELLIP H (04/10/98)  199.939  (m)                       GP(       ) 4 1
 LA1681  NAD 83(1986)-  40 54 47.46162(N)    085 53 22.88779(W) AD(       ) 3
 LA1681  NAD 27      -  40 54 47.30933(N)    085 53 22.93508(W) AD(       ) 3
 LA1681  NAVD 88             233.98   (m)          767.6    (f) LEVELING    3  
 LA1681  NGVD 29 (??/??/92)  234.105  (m)          768.06   (f) ADJ UNCH    2 0
 LA1681  NGVD 29 (02/23/89)  234.     (m)  RAPSU86  model used  GPS OBS        
 LA1681
 LA1681.Superseded values are not recommended for survey control.
 LA1681
 LA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1681.See file dsdata.pdf to determine how the superseded data were derived.
 LA1681
 LA1681_MARKER: DB = BENCH MARK DISK
 LA1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1681_SP_SET: CULVERT HEADWALL
 LA1681_STAMPING: M 178 1946
 LA1681_MARK LOGO: CGS
 LA1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1681+STABILITY: SURFACE MOTION
 LA1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1681+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LA1681
 LA1681  HISTORY     - Date     Condition        Report By
 LA1681  HISTORY     - 1946     MONUMENTED       CGS
 LA1681  HISTORY     - 19880705 GOOD             NGS
 LA1681  HISTORY     - 19970808 GOOD             SEC
 LA1681  HISTORY     - 20110706 GOOD             INDIV
 LA1681  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LA1681
 LA1681                          STATION DESCRIPTION
 LA1681
 LA1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1681'2 MI E FROM ROANN.
 LA1681'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE CROSS ROADS
 LA1681'AT ROANN, AT THE INTERSECTION WITH STATE HIGHWAY 15, IN THE
 LA1681'SOUTHWEST QUARTER OF THE INTERSECTION, SET IN THE TOP OF THE EAST
 LA1681'END OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH CONCRETE PIPE
 LA1681'CULVERT UNDER HIGHWAY 16, 99 FEET WEST OF THE CENTER LINE OF
 LA1681'HIGHWAY 15, 60 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 16, 1.0
 LA1681'FOOT WEST OF THE EAST END OF THE HEADWALL, ABOUT 1 FOOT BELOW
 LA1681'THE LEVEL OF THE CENTER OF THE INTERSECTION.
 LA1681
 LA1681                          STATION RECOVERY (1988)
 LA1681
 LA1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA1681'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) WEST OF HUNTINGTON,
 LA1681'14.5 KM (9.00 MI) NORTHWEST OF WABASH, 3.2 KM (2.00 MI) EAST OF ROANN
 LA1681'AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 LA1681'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 LA1681'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LA1681'TO REACH THE STATION FROM THE MAIN JUNCTION IN ROANN, GO EAST ON
 LA1681'STATE HIGHWAY 16 FOR 3.2 KM (2.00 MI) TO THE INTERSECTION OF STATE
 LA1681'HIGHWAY 15 AND THE MARK IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 LA1681'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 LA1681'24-INCH CONCRETE PIPE CULVERT UNDER STATE HIGHWAY 16.
 LA1681'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---M 178
 LA1681'1946---, SET IN A DRILL HOLE IN TOP OF CONCRETE HEADWALL OF CULVERT.
 LA1681'LOCATED 30.18 M (99.0 FT) WEST FROM CENTER OF STATE HIGHWAY 15, 18.29
 LA1681'M (60.0 FT) SOUTH FROM CENTER OF STATE HIGHWAY 16, 0.30 M (1.0 FT)
 LA1681'WEST FROM EAST END OF HEADWALL AND ABOUT 0.3 M (1.0 FT) BELOW LEVEL
 LA1681'OF HIGHWAY.  THE DISK HAS BEEN HIT BY MOWING EQUIPMENT.  THE M 178 IS
 LA1681'READABLE BUT 19 IS ALL THAT CAN BE READ OF THE YEAR.
 LA1681'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA1681'DESCRIBED BY D.L. ADAMS.
 LA1681
 LA1681                          STATION RECOVERY (1997)
 LA1681
 LA1681'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA1681'THE STATION IS 22 MILES (35.4 KM) WEST OF HUNTINGTON, 9 MILES (14.5
 LA1681'KM) NORTHWEST OF WABASH AND 2 MILES (3.2 KM) EAST OF ROANN.  TO REACH
 LA1681'THE STATION FROM THE INTERSECTION OF STATE ROAD 13 AND STATE ROAD 16,
 LA1681'GO WEST ON STATE ROAD 16 FOR 5.0 MILES (8.0 KM) TO THE INTERSECTION OF
 LA1681'STATE ROAD 15 AND THE STATION, IN THE SOUTHWEST QUADRANT OF THE
 LA1681'INTERSECTION, IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--INDIANA
 LA1681'DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVENUE, ROOM 1101, STATE
 LA1681'OFFICE BUILDING, INDIANAPOLIS IN 46204, HENRY ALDRIDGE, PHONE
 LA1681'317-232-6764.  THE STATION IS SET IN A CONCRETE HEADWALL.  DISK IS IN
 LA1681'FAIR CONDITION SHOWING EVIDENCE OF BEING HIT WITH MOWING EQUIPMENT.
 LA1681'DATUM POINT IS BARELY VISIBLE.  IT IS 30.1 METERS (98.8 FT) WEST OF
 LA1681'CENTERLINE OF STATE ROAD 15, 18.3 METERS (60.0 FT) SOUTH OF CENTERLINE
 LA1681'OF STATE ROAD 16, 0.3 METERS (1.0 FT) WEST OF EAST END OF 2.6 METER
 LA1681'(8.5 FT) LONG HEADWALL OF A 24-INCH CONCRETE PIPE RUNNING UNDER STATE
 LA1681'ROAD 16, ABOUT 0.5 METERS (1.6 FT) BELOW LEVEL OF HIGHWAYS.
 LA1681
 LA1681                          STATION RECOVERY (2011)
 LA1681
 LA1681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1681'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LA1681
 LA1681                          STATION RECOVERY (2017)
 LA1681
 LA1681'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LA1681'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0253 ***********************************************************************
 LB0253  DESIGNATION -  M 179
 LB0253  PID         -  LB0253
 LB0253  STATE/COUNTY-  IN/MIAMI
 LB0253  COUNTRY     -  US
 LB0253  USGS QUAD   -  DEEDSVILLE (2019)
 LB0253
 LB0253                         *CURRENT SURVEY CONTROL
 LB0253  ______________________________________________________________________
 LB0253* NAD 83(1986) POSITION- 40 58 24.     (N) 086 01 08.     (W)   SCALED
 LB0253* NAVD 88 ORTHO HEIGHT -   254.486 (meters)      834.93  (feet) ADJUSTED
 LB0253  ______________________________________________________________________
 LB0253  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 LB0253  DYNAMIC HEIGHT  -        254.369 (meters)      834.54  (feet) COMP
 LB0253  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 LB0253
 LB0253  VERT ORDER      -  SECOND    CLASS 0
 LB0253
 LB0253.The horizontal coordinates were scaled from a map and have
 LB0253.an estimated accuracy of +/- 6 seconds.
 LB0253
 LB0253.The orthometric height was determined by differential leveling and
 LB0253.adjusted by the NATIONAL GEODETIC SURVEY
 LB0253.in June 1991.
 LB0253
 LB0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0253.GEOID18 height accuracy estimate available here.
 LB0253
 LB0253.Click photographs - Photos may exist for this station.
 LB0253
 LB0253.The dynamic height is computed by dividing the NAVD 88
 LB0253.geopotential number by the normal gravity value computed on the
 LB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0253.degrees latitude (g = 980.6199 gals.).
 LB0253
 LB0253.The modeled gravity was interpolated from observed gravity values.
 LB0253
 LB0253;                    North         East    Units  Estimated Accuracy
 LB0253;SPC IN E     -   635,660.       70,360.      MT  (+/- 180 meters Scaled)
 LB0253
 LB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL825362(NAD 83)
 LB0253
 LB0253                          SUPERSEDED SURVEY CONTROL
 LB0253
 LB0253  NGVD 29 (??/??/92)  254.607  (m)          835.32   (f) ADJ UNCH    2 0
 LB0253
 LB0253.Superseded values are not recommended for survey control.
 LB0253
 LB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0253.See file dsdata.pdf to determine how the superseded data were derived.
 LB0253
 LB0253_MARKER: DB = BENCH MARK DISK
 LB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0253_STAMPING: M 179 1946
 LB0253_MARK LOGO: CGS
 LB0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0253+STABILITY: SURFACE MOTION
 LB0253
 LB0253  HISTORY     - Date     Condition        Report By
 LB0253  HISTORY     - 1946     MONUMENTED       CGS
 LB0253  HISTORY     - 1989     GOOD             USPSQD
 LB0253
 LB0253                          STATION DESCRIPTION
 LB0253
 LB0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0253'0.3 MI N FROM GILEAD.
 LB0253'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0253'TOWNSHIP SCHOOL AT GILEAD, ABOUT 0.1 MILE NORTH OF THE GILEAD CITY
 LB0253'LIMIT SIGN, 86 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 LB0253'SOTHWEST CORNER FENCE POST OF THE GILEAD CEMETERY, 45 FET WEST
 LB0253'OF THE CENTER LINE OF THE HIGHWAY, 9.5 FEET NORTH OF POWER POLE
 LB0253'NO. 3-176/71, IN LINE WITH THE ROW OF POLES, 16 FEET WEST OF
 LB0253'WEST RAIL OF THE WINONA RAILROAD, 10 FEET EAST OF THE
 LB0253'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW THE CENTER LINE OF THE
 LB0253'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0253'INCHES.
 LB0253
 LB0253                          STATION RECOVERY (1989)
 LB0253
 LB0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0862 ***********************************************************************
 ME0862  DESIGNATION -  M 18
 ME0862  PID         -  ME0862
 ME0862  STATE/COUNTY-  IN/LA PORTE
 ME0862  COUNTRY     -  US
 ME0862  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0862
 ME0862                         *CURRENT SURVEY CONTROL
 ME0862  ______________________________________________________________________
 ME0862* NAD 83(1986) POSITION- 41 42 23.     (N) 086 51 38.     (W)   SCALED
 ME0862* NAVD 88 ORTHO HEIGHT -   191.632 (meters)      628.71  (feet) ADJUSTED
 ME0862  ______________________________________________________________________
 ME0862  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0862  DYNAMIC HEIGHT  -        191.561 (meters)      628.48  (feet) COMP
 ME0862  MODELED GRAVITY -    980,248.0   (mgal)                       NAVD 88
 ME0862
 ME0862  VERT ORDER      -  SECOND    CLASS 0
 ME0862
 ME0862.The horizontal coordinates were scaled from a map and have
 ME0862.an estimated accuracy of +/- 6 seconds.
 ME0862
 ME0862.The orthometric height was determined by differential leveling and
 ME0862.adjusted by the NATIONAL GEODETIC SURVEY
 ME0862.in June 1991.
 ME0862
 ME0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0862.GEOID18 height accuracy estimate available here.
 ME0862
 ME0862.Click photographs - Photos may exist for this station.
 ME0862
 ME0862.The dynamic height is computed by dividing the NAVD 88
 ME0862.geopotential number by the normal gravity value computed on the
 ME0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0862.degrees latitude (g = 980.6199 gals.).
 ME0862
 ME0862.The modeled gravity was interpolated from observed gravity values.
 ME0862
 ME0862;                    North         East    Units  Estimated Accuracy
 ME0862;SPC IN W     -   717,030.      918,540.      MT  (+/- 180 meters Scaled)
 ME0862
 ME0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM116171(NAD 83)
 ME0862
 ME0862                          SUPERSEDED SURVEY CONTROL
 ME0862
 ME0862  NGVD 29 (??/??/92)  191.745  (m)          629.08   (f) ADJ UNCH    2 0
 ME0862
 ME0862.Superseded values are not recommended for survey control.
 ME0862
 ME0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0862.See file dsdata.pdf to determine how the superseded data were derived.
 ME0862
 ME0862_MARKER: DB = BENCH MARK DISK
 ME0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0862_SP_SET: BRIDGE SEAT
 ME0862_STAMPING: M 18 1934
 ME0862_MARK LOGO: CGS
 ME0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0862
 ME0862  HISTORY     - Date     Condition        Report By
 ME0862  HISTORY     - 1934     MONUMENTED       CGS
 ME0862  HISTORY     - 1961     GOOD             CGS
 ME0862  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0862
 ME0862                          STATION DESCRIPTION
 ME0862
 ME0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0862'1.9 MI NE FROM MICHIGAN CITY.
 ME0862'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0862'THE PERE MARQUETTE RAILWAY, 2 YARDS NORTHWEST OF THE NORTHWEST
 ME0862'RAIL, ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST BRIDGE
 ME0862'SEAT OF THE PERE MARQUETTE RAILWAY BRIDGE OVER THE INDIANA STATE
 ME0862'HIGHWAY 29, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE,
 ME0862'3 1/2 FEET BELOW THE RAILS.  A STANDARD DISK, STAMPED M 18 1934.
 ME0862
 ME0862                          STATION RECOVERY (1961)
 ME0862
 ME0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0862'RECOVERED IN GOOD CONDITION.
 ME0862
 ME0862                          STATION RECOVERY (1985)
 ME0862
 ME0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0862'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0208 ***********************************************************************
 LB0208  DESIGNATION -  M 180
 LB0208  PID         -  LB0208
 LB0208  STATE/COUNTY-  IN/MIAMI
 LB0208  COUNTRY     -  US
 LB0208  USGS QUAD   -  DEEDSVILLE (2019)
 LB0208
 LB0208                         *CURRENT SURVEY CONTROL
 LB0208  ______________________________________________________________________
 LB0208* NAD 83(1986) POSITION- 40 57 56.     (N) 086 03 21.     (W)   SCALED
 LB0208* NAVD 88 ORTHO HEIGHT -   266.127 (meters)      873.12  (feet) ADJUSTED
 LB0208  ______________________________________________________________________
 LB0208  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 LB0208  DYNAMIC HEIGHT  -        266.005 (meters)      872.72  (feet) COMP
 LB0208  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 LB0208
 LB0208  VERT ORDER      -  SECOND    CLASS 0
 LB0208
 LB0208.The horizontal coordinates were scaled from a map and have
 LB0208.an estimated accuracy of +/- 6 seconds.
 LB0208
 LB0208.The orthometric height was determined by differential leveling and
 LB0208.adjusted by the NATIONAL GEODETIC SURVEY
 LB0208.in June 1991.
 LB0208
 LB0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0208.GEOID18 height accuracy estimate available here.
 LB0208
 LB0208.Click photographs - Photos may exist for this station.
 LB0208
 LB0208.The dynamic height is computed by dividing the NAVD 88
 LB0208.geopotential number by the normal gravity value computed on the
 LB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0208.degrees latitude (g = 980.6199 gals.).
 LB0208
 LB0208.The modeled gravity was interpolated from observed gravity values.
 LB0208
 LB0208;                    North         East    Units  Estimated Accuracy
 LB0208;SPC IN E     -   634,810.       67,240.      MT  (+/- 180 meters Scaled)
 LB0208
 LB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL794353(NAD 83)
 LB0208
 LB0208                          SUPERSEDED SURVEY CONTROL
 LB0208
 LB0208  NGVD 29 (??/??/92)  266.247  (m)          873.51   (f) ADJ UNCH    2 0
 LB0208
 LB0208.Superseded values are not recommended for survey control.
 LB0208
 LB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0208.See file dsdata.pdf to determine how the superseded data were derived.
 LB0208
 LB0208_MARKER: DB = BENCH MARK DISK
 LB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0208_STAMPING: M 180 1946
 LB0208_MARK LOGO: CGS
 LB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0208+STABILITY: SURFACE MOTION
 LB0208
 LB0208  HISTORY     - Date     Condition        Report By
 LB0208  HISTORY     - 1946     MONUMENTED       CGS
 LB0208  HISTORY     - 1989     GOOD             USPSQD
 LB0208
 LB0208                          STATION DESCRIPTION
 LB0208
 LB0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0208'2 MI W FROM GILEAD.
 LB0208'ABOUT 2.05 MILES WEST ALONG THE MACY-GILEAD ROAD FROM THE
 LB0208'CROSSROADS AT GILEAD, AT A TURN IN THE ROAD WITH TANGENTS
 LB0208'EXTENDING SOUTH AND EAST AND A GRAVEL ROAD LEADING NORTH, 160
 LB0208'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 21 FEET
 LB0208'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 75 FEET NORTH OF THE
 LB0208'NORTHERN MOST OF A GROUP OF WALNUT TREES IN THE FENCE LINE, 6.5
 LB0208'FEET SOUTH OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, 1
 LB0208'FOOT WEST OF THE RIGHT-OF-WAY FENCE, ABOUT 1 FOOT ABOVE THE
 LB0208'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0208
 LB0208                          STATION RECOVERY (1989)
 LB0208
 LB0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0171 ***********************************************************************
 LB0171  DESIGNATION -  M 181
 LB0171  PID         -  LB0171
 LB0171  STATE/COUNTY-  IN/FULTON
 LB0171  COUNTRY     -  US
 LB0171  USGS QUAD   -  FULTON (2019)
 LB0171
 LB0171                         *CURRENT SURVEY CONTROL
 LB0171  ______________________________________________________________________
 LB0171* NAD 83(1986) POSITION- 40 55 53.     (N) 086 15 41.     (W)   SCALED
 LB0171* NAVD 88 ORTHO HEIGHT -   244.642 (meters)      802.63  (feet) ADJUSTED
 LB0171  ______________________________________________________________________
 LB0171  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 LB0171  DYNAMIC HEIGHT  -        244.533 (meters)      802.27  (feet) COMP
 LB0171  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 LB0171
 LB0171  VERT ORDER      -  SECOND    CLASS 0
 LB0171
 LB0171.The horizontal coordinates were scaled from a map and have
 LB0171.an estimated accuracy of +/- 6 seconds.
 LB0171
 LB0171.The orthometric height was determined by differential leveling and
 LB0171.adjusted by the NATIONAL GEODETIC SURVEY
 LB0171.in June 1991.
 LB0171
 LB0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0171.GEOID18 height accuracy estimate available here.
 LB0171
 LB0171.Click photographs - Photos may exist for this station.
 LB0171
 LB0171.The dynamic height is computed by dividing the NAVD 88
 LB0171.geopotential number by the normal gravity value computed on the
 LB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0171.degrees latitude (g = 980.6199 gals.).
 LB0171
 LB0171.The modeled gravity was interpolated from observed gravity values.
 LB0171
 LB0171;                    North         East    Units  Estimated Accuracy
 LB0171;SPC IN E     -   631,110.       49,910.      MT  (+/- 180 meters Scaled)
 LB0171
 LB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621314(NAD 83)
 LB0171
 LB0171                          SUPERSEDED SURVEY CONTROL
 LB0171
 LB0171  NGVD 29 (??/??/92)  244.761  (m)          803.02   (f) ADJ UNCH    2 0
 LB0171
 LB0171.Superseded values are not recommended for survey control.
 LB0171
 LB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0171.See file dsdata.pdf to determine how the superseded data were derived.
 LB0171
 LB0171_MARKER: DB = BENCH MARK DISK
 LB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0171_STAMPING: M 181 1946
 LB0171_MARK LOGO: CGS
 LB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0171+STABILITY: SURFACE MOTION
 LB0171
 LB0171  HISTORY     - Date     Condition        Report By
 LB0171  HISTORY     - 1946     MONUMENTED       CGS
 LB0171  HISTORY     - 1989     POOR             USPSQD
 LB0171  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 LB0171
 LB0171                          STATION DESCRIPTION
 LB0171
 LB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0171'1.2 MI SE FROM FULTON.
 LB0171'ABOUT 0.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0171'AT FULTON, THENCE ABOUT 1.0 MILE SOUTH AND EAST ALONG A BLACK TOP
 LB0171'ROAD, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION OF AN
 LB0171'EAST-WEST GRAVEL ROAD, 63 FEET NORTHWEST OF THE NORTHWEST CORNER
 LB0171'OF A TWO STORY FARM HOUSE, 106 FEET NORTH OF THE CENTER LINE OF THE
 LB0171'EAST-WEST ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LB0171'1.5 FEET SOUTH OF A 6 INCH CONCRETE CORNER FENCE POST, AND IN LINE
 LB0171'WITH THE FENCE LEADING NORTH, ABOUT LEVEL WITH THE INTERSECTION,
 LB0171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0171
 LB0171                          STATION RECOVERY (1989)
 LB0171
 LB0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0171'MARK RECOVERED IN POOR CONDITION.
 LB0171
 LB0171                          STATION RECOVERY (1992)
 LB0171
 LB0171'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 LB0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1644 ***********************************************************************
 LA1644  DESIGNATION -  M 182
 LA1644  PID         -  LA1644
 LA1644  STATE/COUNTY-  IN/WABASH
 LA1644  COUNTRY     -  US
 LA1644  USGS QUAD   -  WABASH (2019)
 LA1644
 LA1644                         *CURRENT SURVEY CONTROL
 LA1644  ______________________________________________________________________
 LA1644* NAD 83(1986) POSITION- 40 52 09.     (N) 085 47 22.     (W)   SCALED
 LA1644* NAVD 88 ORTHO HEIGHT -   242.956 (meters)      797.10  (feet) ADJUSTED
 LA1644  ______________________________________________________________________
 LA1644  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 LA1644  DYNAMIC HEIGHT  -        242.842 (meters)      796.72  (feet) COMP
 LA1644  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 LA1644
 LA1644  VERT ORDER      -  FIRST     CLASS II
 LA1644
 LA1644.The horizontal coordinates were scaled from a map and have
 LA1644.an estimated accuracy of +/- 6 seconds.
 LA1644
 LA1644.The orthometric height was determined by differential leveling and
 LA1644.adjusted by the NATIONAL GEODETIC SURVEY
 LA1644.in June 1991.
 LA1644
 LA1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1644.GEOID18 height accuracy estimate available here.
 LA1644
 LA1644.Click photographs - Photos may exist for this station.
 LA1644
 LA1644.The dynamic height is computed by dividing the NAVD 88
 LA1644.geopotential number by the normal gravity value computed on the
 LA1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1644.degrees latitude (g = 980.6199 gals.).
 LA1644
 LA1644.The modeled gravity was interpolated from observed gravity values.
 LA1644
 LA1644;                    North         East    Units  Estimated Accuracy
 LA1644;SPC IN E     -   624,040.       89,650.      MT  (+/- 180 meters Scaled)
 LA1644
 LA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020249(NAD 83)
 LA1644
 LA1644                          SUPERSEDED SURVEY CONTROL
 LA1644
 LA1644  NGVD 29 (??/??/92)  243.079  (m)          797.50   (f) ADJ UNCH    1 2
 LA1644
 LA1644.Superseded values are not recommended for survey control.
 LA1644
 LA1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1644.See file dsdata.pdf to determine how the superseded data were derived.
 LA1644
 LA1644_MARKER: DB = BENCH MARK DISK
 LA1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1644_STAMPING: M 182 1946
 LA1644_MARK LOGO: CGS
 LA1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1644+STABILITY: SURFACE MOTION
 LA1644
 LA1644  HISTORY     - Date     Condition        Report By
 LA1644  HISTORY     - 1946     MONUMENTED       CGS
 LA1644
 LA1644                          STATION DESCRIPTION
 LA1644
 LA1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1644'2 MI S FROM URBANA.
 LA1644'ABOUT 1.95 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1644'FROM THE STATION AT URBANA, ABOUT 1.0 MILE NORTH OF THE GRAIN
 LA1644'ELEVATOR AT SPEICHER, ABOUT 75 YARDS SOUTH OF CULVERT NO. 243,
 LA1644'SET IN THE NORTHEAST QUARTER OF A DIRT ROAD CROSSING, 54 FEET
 LA1644'NORTHEAST AND ACROSS THE ROAD FROM THE EAST END OF CULVERT NO.
 LA1644'244, 38 FEET EAST OF THE EAST RAIL, 28 FEET NORTH OF THE CENTERLINE
 LA1644'OF THE ROAD, 10 FEET NORTH OF POLE NO. 108/07, ABOUT 1 FOOT
 LA1644'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1644'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0159 ***********************************************************************
 LB0159  DESIGNATION -  M 183
 LB0159  PID         -  LB0159
 LB0159  STATE/COUNTY-  IN/MIAMI
 LB0159  COUNTRY     -  US
 LB0159  USGS QUAD   -  PERU (2019)
 LB0159
 LB0159                         *CURRENT SURVEY CONTROL
 LB0159  ______________________________________________________________________
 LB0159* NAD 83(1986) POSITION- 40 51 58.     (N) 086 06 30.     (W)   SCALED
 LB0159* NAVD 88 ORTHO HEIGHT -   238.905 (meters)      783.81  (feet) ADJUSTED
 LB0159  ______________________________________________________________________
 LB0159  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 LB0159  DYNAMIC HEIGHT  -        238.793 (meters)      783.44  (feet) COMP
 LB0159  MODELED GRAVITY -    980,152.1   (mgal)                       NAVD 88
 LB0159
 LB0159  VERT ORDER      -  SECOND    CLASS 0
 LB0159
 LB0159.The horizontal coordinates were scaled from a map and have
 LB0159.an estimated accuracy of +/- 6 seconds.
 LB0159
 LB0159.The orthometric height was determined by differential leveling and
 LB0159.adjusted by the NATIONAL GEODETIC SURVEY
 LB0159.in June 1991.
 LB0159
 LB0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0159.GEOID18 height accuracy estimate available here.
 LB0159
 LB0159.Click photographs - Photos may exist for this station.
 LB0159
 LB0159.The dynamic height is computed by dividing the NAVD 88
 LB0159.geopotential number by the normal gravity value computed on the
 LB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0159.degrees latitude (g = 980.6199 gals.).
 LB0159
 LB0159.The modeled gravity was interpolated from observed gravity values.
 LB0159
 LB0159;                    North         East    Units  Estimated Accuracy
 LB0159;SPC IN E     -   623,780.       62,770.      MT  (+/- 180 meters Scaled)
 LB0159
 LB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL751242(NAD 83)
 LB0159
 LB0159                          SUPERSEDED SURVEY CONTROL
 LB0159
 LB0159  NGVD 29 (??/??/92)  239.024  (m)          784.20   (f) ADJ UNCH    2 0
 LB0159
 LB0159.Superseded values are not recommended for survey control.
 LB0159
 LB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0159.See file dsdata.pdf to determine how the superseded data were derived.
 LB0159
 LB0159_MARKER: DB = BENCH MARK DISK
 LB0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0159_STAMPING: M 183 1946
 LB0159_MARK LOGO: CGS
 LB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0159+STABILITY: SURFACE MOTION
 LB0159
 LB0159  HISTORY     - Date     Condition        Report By
 LB0159  HISTORY     - 1946     MONUMENTED       CGS
 LB0159  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0159
 LB0159                          STATION DESCRIPTION
 LB0159
 LB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0159'1.8 MI W FROM DENVER.
 LB0159'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 16 FROM THE BANK
 LB0159'BUILDING AT DENVER, SET AT THE DRIVE WAY TO A FARM HOUSE ON
 LB0159'THE NORTH SIDE OF THE HIGHWAY, 45 FEET EAST OF THE CENTER LINE
 LB0159'OF THE DRIVE WAY, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0159'11 FEET NORTHWEST OF A 6 INCH CATALPA TREE, 80 FEET EAST-NORTHEAST
 LB0159'OF THE B.J. SOUTHARDS MAIL BOX, ABOUT 2 FEET ABOVE THE ROAD, AND
 LB0159'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0159
 LB0159                          STATION RECOVERY (1989)
 LB0159
 LB0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1255 ***********************************************************************
 MD1255  DESIGNATION -  M 184
 MD1255  PID         -  MD1255
 MD1255  STATE/COUNTY-  IN/KOSCIUSKO
 MD1255  COUNTRY     -  US
 MD1255  USGS QUAD   -  BURKET (2019)
 MD1255
 MD1255                         *CURRENT SURVEY CONTROL
 MD1255  ______________________________________________________________________
 MD1255* NAD 83(1986) POSITION- 41 14 22.     (N) 085 53 42.     (W)   SCALED
 MD1255* NAVD 88 ORTHO HEIGHT -   250.883 (meters)      823.11  (feet) ADJUSTED
 MD1255  ______________________________________________________________________
 MD1255  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 MD1255  DYNAMIC HEIGHT  -        250.776 (meters)      822.75  (feet) COMP
 MD1255  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 MD1255
 MD1255  VERT ORDER      -  FIRST     CLASS I
 MD1255
 MD1255.The horizontal coordinates were scaled from a map and have
 MD1255.an estimated accuracy of +/- 6 seconds.
 MD1255
 MD1255.The orthometric height was determined by differential leveling and
 MD1255.adjusted by the NATIONAL GEODETIC SURVEY
 MD1255.in June 1991.
 MD1255
 MD1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1255.GEOID18 height accuracy estimate available here.
 MD1255
 MD1255.Click photographs - Photos may exist for this station.
 MD1255
 MD1255.The dynamic height is computed by dividing the NAVD 88
 MD1255.geopotential number by the normal gravity value computed on the
 MD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1255.degrees latitude (g = 980.6199 gals.).
 MD1255
 MD1255.The modeled gravity was interpolated from observed gravity values.
 MD1255
 MD1255;                    North         East    Units  Estimated Accuracy
 MD1255;SPC IN E     -   665,170.       80,860.      MT  (+/- 180 meters Scaled)
 MD1255
 MD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL925659(NAD 83)
 MD1255
 MD1255                          SUPERSEDED SURVEY CONTROL
 MD1255
 MD1255  NGVD 29 (??/??/92)  251.014  (m)          823.54   (f) ADJ UNCH    1 1
 MD1255
 MD1255.Superseded values are not recommended for survey control.
 MD1255
 MD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1255.See file dsdata.pdf to determine how the superseded data were derived.
 MD1255
 MD1255_MARKER: DB = BENCH MARK DISK
 MD1255_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD1255+WITH SETTING: PAVEMENT
 MD1255_SP_SET: SIGNAL BASE
 MD1255_STAMPING: M 184 1946
 MD1255_MARK LOGO: CGS
 MD1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1255+STABILITY: SURFACE MOTION
 MD1255
 MD1255  HISTORY     - Date     Condition        Report By
 MD1255  HISTORY     - 1946     MONUMENTED       CGS
 MD1255  HISTORY     - 1968     GOOD             CGS
 MD1255  HISTORY     - 1969     GOOD             INHD
 MD1255  HISTORY     - 1984     GOOD             USPSQD
 MD1255  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1255
 MD1255                          STATION DESCRIPTION
 MD1255
 MD1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1255'1.9 MI NW FROM WARSAW.
 MD1255'ABOUT 1.9 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1255'THE STATION AT WARSAW, 63 FEET SOUTH OF AND ACROSS THE TRACK
 MD1255'FROM MILEPOST 361, SET VERTICALLY IN THE NORTHEAST FACE OF
 MD1255'A 3 1/2 FOOT SQUARE CONCRETE BASE (SIGNAL REMOVED), 7.5 FEET
 MD1255'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 0.8 FOOT
 MD1255'ABOVE THE LEVEL OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE
 MD1255'TRACK.  SEC 12, T 32N, R 5 E.
 MD1255
 MD1255                          STATION RECOVERY (1969)
 MD1255
 MD1255'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1255'RECOVERED IN GOOD CONDITION.
 MD1255
 MD1255                          STATION RECOVERY (1984)
 MD1255
 MD1255'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1255'RECOVERED IN GOOD CONDITION.
 MD1255
 MD1255                          STATION RECOVERY (1992)
 MD1255
 MD1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1255'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1101 ***********************************************************************
 MD1101  DESIGNATION -  M 186
 MD1101  PID         -  MD1101
 MD1101  STATE/COUNTY-  IN/WHITLEY
 MD1101  COUNTRY     -  US
 MD1101  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1101
 MD1101                         *CURRENT SURVEY CONTROL
 MD1101  ______________________________________________________________________
 MD1101* NAD 83(1986) POSITION- 41 06 14.     (N) 085 38 46.     (W)   SCALED
 MD1101* NAVD 88 ORTHO HEIGHT -   260.448 (meters)      854.49  (feet) ADJUSTED
 MD1101  ______________________________________________________________________
 MD1101  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 MD1101  DYNAMIC HEIGHT  -        260.336 (meters)      854.12  (feet) COMP
 MD1101  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 MD1101
 MD1101  VERT ORDER      -  SECOND    CLASS 0
 MD1101
 MD1101.The horizontal coordinates were scaled from a map and have
 MD1101.an estimated accuracy of +/- 6 seconds.
 MD1101
 MD1101.The orthometric height was determined by differential leveling and
 MD1101.adjusted by the NATIONAL GEODETIC SURVEY
 MD1101.in June 1991.
 MD1101
 MD1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1101.GEOID18 height accuracy estimate available here.
 MD1101
 MD1101.Click photographs - Photos may exist for this station.
 MD1101
 MD1101.The dynamic height is computed by dividing the NAVD 88
 MD1101.geopotential number by the normal gravity value computed on the
 MD1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1101.degrees latitude (g = 980.6199 gals.).
 MD1101
 MD1101.The modeled gravity was interpolated from observed gravity values.
 MD1101
 MD1101;                    North         East    Units  Estimated Accuracy
 MD1101;SPC IN E     -   650,100.      101,730.      MT  (+/- 180 meters Scaled)
 MD1101
 MD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL136511(NAD 83)
 MD1101
 MD1101                          SUPERSEDED SURVEY CONTROL
 MD1101
 MD1101  NGVD 29 (??/??/92)  260.578  (m)          854.91   (f) ADJ UNCH    2 0
 MD1101
 MD1101.Superseded values are not recommended for survey control.
 MD1101
 MD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1101.See file dsdata.pdf to determine how the superseded data were derived.
 MD1101
 MD1101_MARKER: DB = BENCH MARK DISK
 MD1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1101_STAMPING: M 186 1946
 MD1101_MARK LOGO: CGS
 MD1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1101+STABILITY: SURFACE MOTION
 MD1101
 MD1101  HISTORY     - Date     Condition        Report By
 MD1101  HISTORY     - 1946     MONUMENTED       CGS
 MD1101  HISTORY     - 1961     GOOD             CGS
 MD1101
 MD1101                          STATION DESCRIPTION
 MD1101
 MD1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1101'2.2 MI NW FROM SOUTH WHITLEY.
 MD1101'ABOUT 1.35 MILES N ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1101'OFFICE IN SOUTH WHITLEY, THENCE 0.9 MILE W ALONG NO. 400 S ASPHALT
 MD1101'COUNTY ROAD, ABOUT 0.1 MILE W OF JUNCTION WITH GRAVEL ROAD LEADING
 MD1101'S, 18 FEET E OF CENTER LINE OF PRIVATE ROAD LEADING N, 27 FEET
 MD1101'N OF CENTER LINE OF 16-FOOT ASPHALT ROAD, 0.7 FOOT LOWER THAN
 MD1101'SAME, 24 FEET SE OF A TELEPHONE POLE, 9.7 FEET NE OF CENTER OF
 MD1101'IRON-PIPE CORNER FENCE POST, AND PROJECTING 0.2 FOOT ABOVE
 MD1101'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1724 ***********************************************************************
 LA1724  DESIGNATION -  M 187
 LA1724  PID         -  LA1724
 LA1724  STATE/COUNTY-  IN/HUNTINGTON
 LA1724  COUNTRY     -  US
 LA1724  USGS QUAD   -  ANDREWS (2019)
 LA1724
 LA1724                         *CURRENT SURVEY CONTROL
 LA1724  ______________________________________________________________________
 LA1724* NAD 83(1986) POSITION- 40 52 22.     (N) 085 36 11.     (W)   SCALED
 LA1724* NAVD 88 ORTHO HEIGHT -   215.915 (meters)      708.38  (feet) ADJUSTED
 LA1724  ______________________________________________________________________
 LA1724  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 LA1724  DYNAMIC HEIGHT  -        215.812 (meters)      708.04  (feet) COMP
 LA1724  MODELED GRAVITY -    980,144.7   (mgal)                       NAVD 88
 LA1724
 LA1724  VERT ORDER      -  SECOND    CLASS 0
 LA1724
 LA1724.The horizontal coordinates were scaled from a map and have
 LA1724.an estimated accuracy of +/- 6 seconds.
 LA1724
 LA1724.The orthometric height was determined by differential leveling and
 LA1724.adjusted by the NATIONAL GEODETIC SURVEY
 LA1724.in June 1991.
 LA1724
 LA1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1724.GEOID18 height accuracy estimate available here.
 LA1724
 LA1724.Click photographs - Photos may exist for this station.
 LA1724
 LA1724.The dynamic height is computed by dividing the NAVD 88
 LA1724.geopotential number by the normal gravity value computed on the
 LA1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1724.degrees latitude (g = 980.6199 gals.).
 LA1724
 LA1724.The modeled gravity was interpolated from observed gravity values.
 LA1724
 LA1724;                    North         East    Units  Estimated Accuracy
 LA1724;SPC IN E     -   624,430.      105,360.      MT  (+/- 180 meters Scaled)
 LA1724
 LA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL177255(NAD 83)
 LA1724
 LA1724                          SUPERSEDED SURVEY CONTROL
 LA1724
 LA1724  NGVD 29 (??/??/92)  216.043  (m)          708.80   (f) ADJ UNCH    2 0
 LA1724
 LA1724.Superseded values are not recommended for survey control.
 LA1724
 LA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1724.See file dsdata.pdf to determine how the superseded data were derived.
 LA1724
 LA1724_MARKER: DB = BENCH MARK DISK
 LA1724_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA1724_SP_SET: BOX CULVERT WINGWALL
 LA1724_STAMPING: M 187 1946
 LA1724_MARK LOGO: CGS
 LA1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1724+STABILITY: SURFACE MOTION
 LA1724
 LA1724  HISTORY     - Date     Condition        Report By
 LA1724  HISTORY     - 1946     MONUMENTED       CGS
 LA1724
 LA1724                          STATION DESCRIPTION
 LA1724
 LA1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1724'1 MI N FROM ANDREWS.
 LA1724'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE
 LA1724'AT ANDREWS, IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH
 LA1724'U.S. HIGHWAY 24, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LA1724'6-FOOT CONCRETE BOX CULVERT UNDER THE INTERSECTION, 41 FEET NORTH
 LA1724'OF THE CENTER LINE OF HIGHWAY 24, 33 FEET WEST OF THE CENTER LINE
 LA1724'OF HIGHWAY 105, 1.5 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 LA1724'WINGWALL AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0894 ***********************************************************************
 LA0894  DESIGNATION -  M 188
 LA0894  PID         -  LA0894
 LA0894  STATE/COUNTY-  IN/HUNTINGTON
 LA0894  COUNTRY     -  US
 LA0894  USGS QUAD   -  HUNTINGTON (2019)
 LA0894
 LA0894                         *CURRENT SURVEY CONTROL
 LA0894  ______________________________________________________________________
 LA0894* NAD 83(1986) POSITION- 40 54 15.     (N) 085 23 24.     (W)   SCALED
 LA0894* NAVD 88 ORTHO HEIGHT -   227.563 (meters)      746.60  (feet) ADJUSTED
 LA0894  ______________________________________________________________________
 LA0894  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LA0894  DYNAMIC HEIGHT  -        227.458 (meters)      746.25  (feet) COMP
 LA0894  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 LA0894
 LA0894  VERT ORDER      -  SECOND    CLASS 0
 LA0894
 LA0894.The horizontal coordinates were scaled from a map and have
 LA0894.an estimated accuracy of +/- 6 seconds.
 LA0894
 LA0894.The orthometric height was determined by differential leveling and
 LA0894.adjusted by the NATIONAL GEODETIC SURVEY
 LA0894.in June 1991.
 LA0894
 LA0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0894.GEOID18 height accuracy estimate available here.
 LA0894
 LA0894.Click photographs - Photos may exist for this station.
 LA0894
 LA0894.The dynamic height is computed by dividing the NAVD 88
 LA0894.geopotential number by the normal gravity value computed on the
 LA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0894.degrees latitude (g = 980.6199 gals.).
 LA0894
 LA0894.The modeled gravity was interpolated from observed gravity values.
 LA0894
 LA0894;                    North         East    Units  Estimated Accuracy
 LA0894;SPC IN E     -   627,950.      123,310.      MT  (+/- 180 meters Scaled)
 LA0894
 LA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL356293(NAD 83)
 LA0894
 LA0894                          SUPERSEDED SURVEY CONTROL
 LA0894
 LA0894  NGVD 29 (??/??/92)  227.704  (m)          747.06   (f) ADJ UNCH    2 0
 LA0894
 LA0894.Superseded values are not recommended for survey control.
 LA0894
 LA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0894.See file dsdata.pdf to determine how the superseded data were derived.
 LA0894
 LA0894_MARKER: DB = BENCH MARK DISK
 LA0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0894_SP_SET: BRIDGE
 LA0894_STAMPING: M 188 1946
 LA0894_MARK LOGO: CGS
 LA0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0894
 LA0894  HISTORY     - Date     Condition        Report By
 LA0894  HISTORY     - 1946     MONUMENTED       CGS
 LA0894  HISTORY     - 1965     GOOD             CGS
 LA0894  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0894
 LA0894                          STATION DESCRIPTION
 LA0894
 LA0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0894'1.3 MI E FROM MARDENIS.
 LA0894'ABOUT 1.3 MILE EAST ALONG A PAVED ROAD FROM THE CROSS ROADS AT
 LA0894'MARDENIS, ABOUT 0.2 MILE EAST OF THE JUNCTION WITH A GRAVEL ROAD
 LA0894'LEADING SOUTH, 125 FEET EAST OF THE CENTER LINE OF A GRAVEL
 LA0894'DRIVEWAY TO A RED BRICK HOUSE, 15 FEET OF THE CENTER LINE OF THE
 LA0894'ROAD, IN TOP OF THE NORTHEAST WINGWALL OF A 12-FOOT CONCRETE
 LA0894'BRIDGE, 1.1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL
 LA0894'AND ABOUT 0.5 FOOT BELOW ROAD LEVEL.
 LA0894
 LA0894                          STATION RECOVERY (1965)
 LA0894
 LA0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0894'RECOVERED IN GOOD CONDITION.
 LA0894
 LA0894                          STATION RECOVERY (2014)
 LA0894
 LA0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0894'T-E, INC. MARK NOT FOUND.  BRIDGE REPLACE BY CULVERT PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0880 ***********************************************************************
 LA0880  DESIGNATION -  M 189
 LA0880  PID         -  LA0880
 LA0880  STATE/COUNTY-  IN/ALLEN
 LA0880  COUNTRY     -  US
 LA0880  USGS QUAD   -  OSSIAN (2019)
 LA0880
 LA0880                         *CURRENT SURVEY CONTROL
 LA0880  ______________________________________________________________________
 LA0880* NAD 83(1986) POSITION- 40 58 28.     (N) 085 12 23.     (W)   SCALED
 LA0880* NAVD 88 ORTHO HEIGHT -   240.619 (meters)      789.43  (feet) ADJUSTED
 LA0880  ______________________________________________________________________
 LA0880  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 LA0880  DYNAMIC HEIGHT  -        240.516 (meters)      789.09  (feet) COMP
 LA0880  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 LA0880
 LA0880  VERT ORDER      -  SECOND    CLASS 0
 LA0880
 LA0880.The horizontal coordinates were scaled from a map and have
 LA0880.an estimated accuracy of +/- 6 seconds.
 LA0880
 LA0880.The orthometric height was determined by differential leveling and
 LA0880.adjusted by the NATIONAL GEODETIC SURVEY
 LA0880.in June 1991.
 LA0880
 LA0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0880.GEOID18 height accuracy estimate available here.
 LA0880
 LA0880.Click photographs - Photos may exist for this station.
 LA0880
 LA0880.The dynamic height is computed by dividing the NAVD 88
 LA0880.geopotential number by the normal gravity value computed on the
 LA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0880.degrees latitude (g = 980.6199 gals.).
 LA0880
 LA0880.The modeled gravity was interpolated from observed gravity values.
 LA0880
 LA0880;                    North         East    Units  Estimated Accuracy
 LA0880;SPC IN E     -   635,820.      138,740.      MT  (+/- 180 meters Scaled)
 LA0880
 LA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL509374(NAD 83)
 LA0880
 LA0880                          SUPERSEDED SURVEY CONTROL
 LA0880
 LA0880  NGVD 29 (??/??/92)  240.770  (m)          789.93   (f) ADJ UNCH    2 0
 LA0880
 LA0880.Superseded values are not recommended for survey control.
 LA0880
 LA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0880.See file dsdata.pdf to determine how the superseded data were derived.
 LA0880
 LA0880_MARKER: DB = BENCH MARK DISK
 LA0880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0880_SP_SET: CULVERT HEADWALL
 LA0880_STAMPING: M 189 1946
 LA0880_MARK LOGO: CGS
 LA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0880+STABILITY: SURFACE MOTION
 LA0880
 LA0880  HISTORY     - Date     Condition        Report By
 LA0880  HISTORY     - 1946     MONUMENTED       CGS
 LA0880  HISTORY     - 1962     GOOD             CGS
 LA0880  HISTORY     - 1977     GOOD             NGS
 LA0880
 LA0880                          STATION DESCRIPTION
 LA0880
 LA0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LA0880'5 MI SW FROM WAYNEDALE.
 LA0880'ABOUT 4.7 MILES ALONG STATE HIGHWAY 3 FROM THE INTERSECTION WITH
 LA0880'STATE HIGHWAY 1 AT WAYNEDALE, THENCE 1 MILE EAST ALONG A GRAVEL
 LA0880'ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION WITH A
 LA0880'NORTH-SOUTH GRAVEL ROAD, IN THE EAST END OF THE SOUTH CONCRETE
 LA0880'HEADWALL OF A 12 INCH CORRUGATED PIPE CULVERT, 13 FEET SOUTH OF
 LA0880'THE CENTERLINE OF THE EAST-WEST ROAD, 48 FEET EAST OF THE
 LA0880'CENTERLINE OF THE NORTH-SOUTH ROAD, 1.2 FEET WEST OF THE EAST END
 LA0880'OF THE HEADWALL, AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
 LA0880
 LA0880                          STATION RECOVERY (1977)
 LA0880
 LA0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LA0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0902 ***********************************************************************
 ME0902  DESIGNATION -  M 19
 ME0902  PID         -  ME0902
 ME0902  STATE/COUNTY-  IN/LA PORTE
 ME0902  COUNTRY     -  US
 ME0902  USGS QUAD   -  LAPORTE EAST (2019)
 ME0902
 ME0902                         *CURRENT SURVEY CONTROL
 ME0902  ______________________________________________________________________
 ME0902* NAD 83(1986) POSITION- 41 37 21.     (N) 086 42 30.     (W)   SCALED
 ME0902* NAVD 88 ORTHO HEIGHT -   248.273 (meters)      814.54  (feet) ADJUSTED
 ME0902  ______________________________________________________________________
 ME0902  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME0902  DYNAMIC HEIGHT  -        248.176 (meters)      814.22  (feet) COMP
 ME0902  MODELED GRAVITY -    980,227.6   (mgal)                       NAVD 88
 ME0902
 ME0902  VERT ORDER      -  SECOND    CLASS 0
 ME0902
 ME0902.The horizontal coordinates were scaled from a map and have
 ME0902.an estimated accuracy of +/- 6 seconds.
 ME0902
 ME0902.The orthometric height was determined by differential leveling and
 ME0902.adjusted by the NATIONAL GEODETIC SURVEY
 ME0902.in June 1991.
 ME0902
 ME0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0902.GEOID18 height accuracy estimate available here.
 ME0902
 ME0902.Click photographs - Photos may exist for this station.
 ME0902
 ME0902.The dynamic height is computed by dividing the NAVD 88
 ME0902.geopotential number by the normal gravity value computed on the
 ME0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0902.degrees latitude (g = 980.6199 gals.).
 ME0902
 ME0902.The modeled gravity was interpolated from observed gravity values.
 ME0902
 ME0902;                    North         East    Units  Estimated Accuracy
 ME0902;SPC IN W     -   707,760.      931,250.      MT  (+/- 180 meters Scaled)
 ME0902
 ME0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM242079(NAD 83)
 ME0902
 ME0902                          SUPERSEDED SURVEY CONTROL
 ME0902
 ME0902  NGVD 29 (??/??/92)  248.374  (m)          814.87   (f) ADJ UNCH    2 0
 ME0902
 ME0902.Superseded values are not recommended for survey control.
 ME0902
 ME0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0902.See file dsdata.pdf to determine how the superseded data were derived.
 ME0902
 ME0902_MARKER: DB = BENCH MARK DISK
 ME0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0902_STAMPING: M 19 1934
 ME0902_MARK LOGO: CGS
 ME0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0902+STABILITY: SURFACE MOTION
 ME0902
 ME0902  HISTORY     - Date     Condition        Report By
 ME0902  HISTORY     - 1934     MONUMENTED       CGS
 ME0902  HISTORY     - 1946     GOOD             CGS
 ME0902  HISTORY     - 1962     GOOD             CGS
 ME0902  HISTORY     - 1974     POOR             USGS
 ME0902  HISTORY     - 20130322 MARK NOT FOUND   INDOT
 ME0902
 ME0902                          STATION DESCRIPTION
 ME0902
 ME0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0902'AT LA PORTE.
 ME0902'AT LA PORTE, LA PORTE COUNTY, ABOUT 19 RAILS NORTHWEST ALONG
 ME0902'THE NEW YORK, CHICAGO, AND ST. LOUIS RAILROAD FROM THE JUNCTION
 ME0902'WITH THE NEW YORK CENTRAL RAILROAD, AT THE LARSON STREET CROSSING,
 ME0902'113 FEET NORTHWEST OF THE WEST CORNER OF THE U.S. SLICING MACHINE
 ME0902'CO. BUILDING, 37 FEET SOUTHEAST OF THE CENTER LINE OF LARSON
 ME0902'STREET, 19.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE N.Y.,
 ME0902'C. AND ST.L. R.R. MAIN TRACK, 6.0 FEET SOUTH OF A BRICK GATEPOST,
 ME0902'2.5 FEET SOUTHWEST OF THE IRON FENCE ALONG THE DRIVEWAY LEADING
 ME0902'TO THE U.S. SLICING MACHINE CO., 1.5 FEET NORTHWEST OF A WHITE
 ME0902'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE MAIN TRACK.  A
 ME0902'BRONZE DISK, STAMPED M 19 1934 AND SET IN THE TOP OF A CONCRETE
 ME0902'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ME0902
 ME0902                          STATION RECOVERY (1962)
 ME0902
 ME0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 ME0902'RECOVERED IN GOOD CONDITION.
 ME0902
 ME0902                          STATION RECOVERY (1974)
 ME0902
 ME0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0902'MARK RECOVERED IN POOR CONDITION.
 ME0902
 ME0902                          STATION RECOVERY (2013)
 ME0902
 ME0902'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0902'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1651 ***********************************************************************
 LA1651  DESIGNATION -  M 190
 LA1651  PID         -  LA1651
 LA1651  STATE/COUNTY-  IN/WABASH
 LA1651  COUNTRY     -  US
 LA1651  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1651
 LA1651                         *CURRENT SURVEY CONTROL
 LA1651  ______________________________________________________________________
 LA1651* NAD 83(1986) POSITION- 40 57 30.     (N) 085 47 19.     (W)   SCALED
 LA1651* NAVD 88 ORTHO HEIGHT -   241.092 (meters)      790.98  (feet) ADJUSTED
 LA1651  ______________________________________________________________________
 LA1651  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 LA1651  DYNAMIC HEIGHT  -        240.981 (meters)      790.62  (feet) COMP
 LA1651  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 LA1651
 LA1651  VERT ORDER      -  FIRST     CLASS II
 LA1651
 LA1651.The horizontal coordinates were scaled from a map and have
 LA1651.an estimated accuracy of +/- 6 seconds.
 LA1651
 LA1651.The orthometric height was determined by differential leveling and
 LA1651.adjusted by the NATIONAL GEODETIC SURVEY
 LA1651.in June 1991.
 LA1651
 LA1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1651.GEOID18 height accuracy estimate available here.
 LA1651
 LA1651.Click photographs - Photos may exist for this station.
 LA1651
 LA1651.The dynamic height is computed by dividing the NAVD 88
 LA1651.geopotential number by the normal gravity value computed on the
 LA1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1651.degrees latitude (g = 980.6199 gals.).
 LA1651
 LA1651.The modeled gravity was interpolated from observed gravity values.
 LA1651
 LA1651;                    North         East    Units  Estimated Accuracy
 LA1651;SPC IN E     -   633,940.       89,730.      MT  (+/- 180 meters Scaled)
 LA1651
 LA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019348(NAD 83)
 LA1651
 LA1651                          SUPERSEDED SURVEY CONTROL
 LA1651
 LA1651  NGVD 29 (??/??/92)  241.216  (m)          791.39   (f) ADJ UNCH    1 2
 LA1651
 LA1651.Superseded values are not recommended for survey control.
 LA1651
 LA1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1651.See file dsdata.pdf to determine how the superseded data were derived.
 LA1651
 LA1651_MARKER: DB = BENCH MARK DISK
 LA1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1651_STAMPING: M 190 1946
 LA1651_MARK LOGO: CGS
 LA1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1651+STABILITY: SURFACE MOTION
 LA1651
 LA1651  HISTORY     - Date     Condition        Report By
 LA1651  HISTORY     - 1946     MONUMENTED       CGS
 LA1651
 LA1651                          STATION DESCRIPTION
 LA1651
 LA1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1651'2.9 MI S FROM NORTH MANCHESTER.
 LA1651'ABOUT 2.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1651'FROM THE STATION AT NORTH MANCHESTER, ABOUT 17 RAILS NORTH OF A
 LA1651'GRAVEL ROAD CROSSING, 102 FEET SOUTHEAST OF POLE 101/40, 37
 LA1651'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 29 FEET NORTHEAST
 LA1651'OF POLE 102/01, 8 FEET WEST OF A FENCE LINE, ABOUT 3 FEET
 LA1651'LOWER THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA1651'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1879 ***********************************************************************
 LA1879  DESIGNATION -  M 191
 LA1879  PID         -  LA1879
 LA1879  STATE/COUNTY-  IN/MIAMI
 LA1879  COUNTRY     -  US
 LA1879  USGS QUAD   -  AMBOY (2019)
 LA1879
 LA1879                         *CURRENT SURVEY CONTROL
 LA1879  ______________________________________________________________________
 LA1879* NAD 83(1986) POSITION- 40 34 46.     (N) 085 53 50.     (W)   SCALED
 LA1879* NAVD 88 ORTHO HEIGHT -   252.639 (meters)      828.87  (feet) ADJUSTED
 LA1879  ______________________________________________________________________
 LA1879  GEOID HEIGHT    -        -34.392 (meters)                     GEOID18
 LA1879  DYNAMIC HEIGHT  -        252.511 (meters)      828.45  (feet) COMP
 LA1879  MODELED GRAVITY -    980,112.9   (mgal)                       NAVD 88
 LA1879
 LA1879  VERT ORDER      -  SECOND    CLASS 0
 LA1879
 LA1879.The horizontal coordinates were scaled from a map and have
 LA1879.an estimated accuracy of +/- 6 seconds.
 LA1879
 LA1879.The orthometric height was determined by differential leveling and
 LA1879.adjusted by the NATIONAL GEODETIC SURVEY
 LA1879.in June 1991.
 LA1879
 LA1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1879.GEOID18 height accuracy estimate available here.
 LA1879
 LA1879.Click photographs - Photos may exist for this station.
 LA1879
 LA1879.The dynamic height is computed by dividing the NAVD 88
 LA1879.geopotential number by the normal gravity value computed on the
 LA1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1879.degrees latitude (g = 980.6199 gals.).
 LA1879
 LA1879.The modeled gravity was interpolated from observed gravity values.
 LA1879
 LA1879;                    North         East    Units  Estimated Accuracy
 LA1879;SPC IN E     -   591,880.       80,480.      MT  (+/- 180 meters Scaled)
 LA1879
 LA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933926(NAD 83)
 LA1879
 LA1879                          SUPERSEDED SURVEY CONTROL
 LA1879
 LA1879  NGVD 29 (??/??/92)  252.763  (m)          829.27   (f) ADJ UNCH    2 0
 LA1879
 LA1879.Superseded values are not recommended for survey control.
 LA1879
 LA1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1879.See file dsdata.pdf to determine how the superseded data were derived.
 LA1879
 LA1879_MARKER: DB = BENCH MARK DISK
 LA1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1879_STAMPING: M 191 1946
 LA1879_MARK LOGO: CGS
 LA1879_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1879+STABILITY: SURFACE MOTION
 LA1879
 LA1879  HISTORY     - Date     Condition        Report By
 LA1879  HISTORY     - 1946     MONUMENTED       CGS
 LA1879
 LA1879                          STATION DESCRIPTION
 LA1879
 LA1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1879'1.2 MI W FROM CONVERSE.
 LA1879'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1879'LIBRARY AT CONVERSE, AT THE ENTRANCE TO THE CONVERSE AIRPORT,
 LA1879'34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST
 LA1879'OF THE CENTER LINE OF THE ENTRANCE ROAD, 4 FEET EAST OF POWER
 LA1879'POLE NO. 18-899, 11.5 FEET WEST OF A GATE POST, 1 FOOT NORTH OF
 LA1879'THE FENCE LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE
 LA1879'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1807 ***********************************************************************
 LA1807  DESIGNATION -  M 192
 LA1807  PID         -  LA1807
 LA1807  STATE/COUNTY-  IN/MIAMI
 LA1807  COUNTRY     -  US
 LA1807  USGS QUAD   -  PEORIA (2019)
 LA1807
 LA1807                         *CURRENT SURVEY CONTROL
 LA1807  ______________________________________________________________________
 LA1807* NAD 83(1986) POSITION- 40 42 26.     (N) 085 59 18.     (W)   SCALED
 LA1807* NAVD 88 ORTHO HEIGHT -   244.526 (meters)      802.25  (feet) ADJUSTED
 LA1807  ______________________________________________________________________
 LA1807  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LA1807  DYNAMIC HEIGHT  -        244.407 (meters)      801.86  (feet) COMP
 LA1807  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LA1807
 LA1807  VERT ORDER      -  SECOND    CLASS 0
 LA1807
 LA1807.The horizontal coordinates were scaled from a map and have
 LA1807.an estimated accuracy of +/- 6 seconds.
 LA1807
 LA1807.The orthometric height was determined by differential leveling and
 LA1807.adjusted by the NATIONAL GEODETIC SURVEY
 LA1807.in June 1991.
 LA1807
 LA1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1807.GEOID18 height accuracy estimate available here.
 LA1807
 LA1807.Click photographs - Photos may exist for this station.
 LA1807
 LA1807.The dynamic height is computed by dividing the NAVD 88
 LA1807.geopotential number by the normal gravity value computed on the
 LA1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1807.degrees latitude (g = 980.6199 gals.).
 LA1807
 LA1807.The modeled gravity was interpolated from observed gravity values.
 LA1807
 LA1807;                    North         East    Units  Estimated Accuracy
 LA1807;SPC IN E     -   606,100.       72,820.      MT  (+/- 180 meters Scaled)
 LA1807
 LA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL854067(NAD 83)
 LA1807
 LA1807                          SUPERSEDED SURVEY CONTROL
 LA1807
 LA1807  NGVD 29 (??/??/92)  244.652  (m)          802.66   (f) ADJ UNCH    2 0
 LA1807
 LA1807.Superseded values are not recommended for survey control.
 LA1807
 LA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1807.See file dsdata.pdf to determine how the superseded data were derived.
 LA1807
 LA1807_MARKER: DR = REFERENCE MARK DISK
 LA1807_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1807_SP_SET: FENCE POST
 LA1807_STAMPING: M 192 1946
 LA1807_MARK LOGO: CGS
 LA1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1807
 LA1807  HISTORY     - Date     Condition        Report By
 LA1807  HISTORY     - 1946     MONUMENTED       CGS
 LA1807  HISTORY     - 1969     POOR             INHD
 LA1807
 LA1807                          STATION DESCRIPTION
 LA1807
 LA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1807'2.4 MI N FROM NEW SANTA FE.
 LA1807'ABOUT 2.35 MILES NORTH ALONG A GRAVEL COUNTY ROAD FROM THE
 LA1807'CHESAPEAKE AND OHIO RAILWAY STATION AT NEW SANTA FE, AT THE T JUNCTION
 LA1807'OF AN EAST-WEST GRAVEL ROAD, SET VERTICALLY IN THE EAST FACE
 LA1807'OF A CONCRETE FENCE CORNER POST, 36 FEET NORTH OF TELEPHONE POLE
 LA1807'NO. E/7/1, 22 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1807'17 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 5.5
 LA1807'FEET EAST OF TELEPHONE POLE NO. 57, ABOUT 2.5 FEET ABOVE THE
 LA1807'GROUND, AND SET VERTICALLY IN A DRILL HOLE.  NOTE-- THIS MARK
 LA1807'WAS SET VERTICALLY IN A CONCRETE CORNER POST AT THE S.W. CORNER
 LA1807'OF A T-ROAD.  THE CORNER POST HAS BEEN BROKEN OFF AT A GROUND LEVEL
 LA1807'BY SOME MEANS AND RENDERS THE BM UNUSABLE.
 LA1807
 LA1807                          STATION RECOVERY (1969)
 LA1807
 LA1807'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 LA1807'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1292 ***********************************************************************
 LA1292  DESIGNATION -  M 193
 LA1292  PID         -  LA1292
 LA1292  STATE/COUNTY-  IN/MADISON
 LA1292  COUNTRY     -  US
 LA1292  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1292
 LA1292                         *CURRENT SURVEY CONTROL
 LA1292  ______________________________________________________________________
 LA1292* NAD 83(1986) POSITION- 40 08 58.     (N) 085 40 54.     (W)   SCALED
 LA1292* NAVD 88 ORTHO HEIGHT -   269.801 (meters)      885.17  (feet) ADJUSTED
 LA1292  ______________________________________________________________________
 LA1292  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 LA1292  DYNAMIC HEIGHT  -        269.656 (meters)      884.70  (feet) COMP
 LA1292  MODELED GRAVITY -    980,082.1   (mgal)                       NAVD 88
 LA1292
 LA1292  VERT ORDER      -  FIRST     CLASS II
 LA1292
 LA1292.The horizontal coordinates were scaled from a map and have
 LA1292.an estimated accuracy of +/- 6 seconds.
 LA1292
 LA1292.The orthometric height was determined by differential leveling and
 LA1292.adjusted by the NATIONAL GEODETIC SURVEY
 LA1292.in June 1991.
 LA1292
 LA1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1292.GEOID18 height accuracy estimate available here.
 LA1292
 LA1292.Click photographs - Photos may exist for this station.
 LA1292
 LA1292.The dynamic height is computed by dividing the NAVD 88
 LA1292.geopotential number by the normal gravity value computed on the
 LA1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1292.degrees latitude (g = 980.6199 gals.).
 LA1292
 LA1292.The modeled gravity was interpolated from observed gravity values.
 LA1292
 LA1292;                    North         East    Units  Estimated Accuracy
 LA1292;SPC IN E     -   544,110.       98,720.      MT  (+/- 180 meters Scaled)
 LA1292
 LA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122451(NAD 83)
 LA1292
 LA1292                          SUPERSEDED SURVEY CONTROL
 LA1292
 LA1292  NGVD 29 (??/??/92)  269.941  (m)          885.63   (f) ADJ UNCH    1 2
 LA1292
 LA1292.Superseded values are not recommended for survey control.
 LA1292
 LA1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1292.See file dsdata.pdf to determine how the superseded data were derived.
 LA1292
 LA1292_MARKER: DB = BENCH MARK DISK
 LA1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1292_STAMPING: M 193 1946
 LA1292_MARK LOGO: CGS
 LA1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1292+STABILITY: SURFACE MOTION
 LA1292
 LA1292  HISTORY     - Date     Condition        Report By
 LA1292  HISTORY     - 1946     MONUMENTED       CGS
 LA1292
 LA1292                          STATION DESCRIPTION
 LA1292
 LA1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1292'3.8 MI N FROM ANDERSON.
 LA1292'ABOUT 3.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1292'THE STATION AT ANDERSON, AT AN EAST-WEST GRAVEL ROAD CROSSING, 39
 LA1292'FEET WEST OF THE WEST RAIL OF THE TRACK, 24 FEET SOUTH OF THE
 LA1292'CENTER LINE OF THE GRAVEL ROAD, 24 FEET NORTHWEST OF THE 2ND
 LA1292'POLE NORTH OF POLE 161/25, 8 FEET SOUTH OF A CONCRETE FENCE
 LA1292'CORNER POST, ABOUT 3 FEET BELOW THE TRACK, AND SET IN THE TOP
 LA1292'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1334 ***********************************************************************
 LA1334  DESIGNATION -  M 194
 LA1334  PID         -  LA1334
 LA1334  STATE/COUNTY-  IN/HAMILTON
 LA1334  COUNTRY     -  US
 LA1334  USGS QUAD   -  FRANKTON (2019)
 LA1334
 LA1334                         *CURRENT SURVEY CONTROL
 LA1334  ______________________________________________________________________
 LA1334* NAD 83(1986) POSITION- 40 08 19.37   (N) 085 51 46.59   (W)   HD_HELD1
 LA1334* NAVD 88 ORTHO HEIGHT -   249.287 (meters)      817.87  (feet) ADJUSTED
 LA1334  ______________________________________________________________________
 LA1334  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 LA1334  DYNAMIC HEIGHT  -        249.153 (meters)      817.43  (feet) COMP
 LA1334  MODELED GRAVITY -    980,081.8   (mgal)                       NAVD 88
 LA1334
 LA1334  VERT ORDER      -  SECOND    CLASS 0
 LA1334
 LA1334.The horizontal coordinates were determined by differentially corrected
 LA1334.hand held GPS observations or other comparable positioning techniques
 LA1334.and have an estimated accuracy of +/- 3 meters.
 LA1334
 LA1334.The orthometric height was determined by differential leveling and
 LA1334.adjusted by the NATIONAL GEODETIC SURVEY
 LA1334.in June 1991.
 LA1334
 LA1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1334.GEOID18 height accuracy estimate available here.
 LA1334
 LA1334.Click photographs - Photos may exist for this station.
 LA1334
 LA1334.The dynamic height is computed by dividing the NAVD 88
 LA1334.geopotential number by the normal gravity value computed on the
 LA1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1334.degrees latitude (g = 980.6199 gals.).
 LA1334
 LA1334.The modeled gravity was interpolated from observed gravity values.
 LA1334
 LA1334;                    North         East    Units  Estimated Accuracy
 LA1334;SPC IN E     -   542,937.8      83,273.8     MT  (+/- 3 meters HH1 GPS) 
 LA1334
 LA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9686343772(NAD 83)
 LA1334
 LA1334                          SUPERSEDED SURVEY CONTROL
 LA1334
 LA1334  NGVD 29 (??/??/92)  249.419  (m)          818.30   (f) ADJ UNCH    2 0
 LA1334
 LA1334.Superseded values are not recommended for survey control.
 LA1334
 LA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1334.See file dsdata.pdf to determine how the superseded data were derived.
 LA1334
 LA1334_MARKER: DB = BENCH MARK DISK
 LA1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1334_STAMPING: M 194 1946
 LA1334_MARK LOGO: CGS
 LA1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1334+STABILITY: SURFACE MOTION
 LA1334
 LA1334  HISTORY     - Date     Condition        Report By
 LA1334  HISTORY     - 1946     MONUMENTED       CGS
 LA1334  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LA1334
 LA1334                          STATION DESCRIPTION
 LA1334
 LA1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1334'0.3 MI S FROM PERKINSVILLE.
 LA1334'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE CONCRETE
 LA1334'BRIDGE OVER WEST FORK WHITE RIVER AT PERKINSVILLE, AT A CROSS
 LA1334'ROAD (BLACK TOP LEADING EAST, AND GRAVEL ROAD LEADING WEST), 27
 LA1334'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE
 LA1334'CENTER LINE OF THE GRAVEL ROAD, 58.5 FEET NORTH OF A TELEPHONE
 LA1334'POLE, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE
 LA1334'LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 LA1334'CONCRETE POST PROJECTING 6 INCHES.
 LA1334
 LA1334                          STATION RECOVERY (1983)
 LA1334
 LA1334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LA1334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1369 ***********************************************************************
 LA1369  DESIGNATION -  M 195
 LA1369  PID         -  LA1369
 LA1369  STATE/COUNTY-  IN/GRANT
 LA1369  COUNTRY     -  US
 LA1369  USGS QUAD   -  POINT ISABEL (2019)
 LA1369
 LA1369                         *CURRENT SURVEY CONTROL
 LA1369  ______________________________________________________________________
 LA1369* NAD 83(1986) POSITION- 40 25 17.     (N) 085 48 18.     (W)   SCALED
 LA1369* NAVD 88 ORTHO HEIGHT -   267.467 (meters)      877.51  (feet) ADJUSTED
 LA1369  ______________________________________________________________________
 LA1369  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA1369  DYNAMIC HEIGHT  -        267.329 (meters)      877.06  (feet) COMP
 LA1369  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 LA1369
 LA1369  VERT ORDER      -  SECOND    CLASS 0
 LA1369
 LA1369.The horizontal coordinates were scaled from a map and have
 LA1369.an estimated accuracy of +/- 6 seconds.
 LA1369
 LA1369.The orthometric height was determined by differential leveling and
 LA1369.adjusted by the NATIONAL GEODETIC SURVEY
 LA1369.in June 1991.
 LA1369
 LA1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1369.GEOID18 height accuracy estimate available here.
 LA1369
 LA1369.Click photographs - Photos may exist for this station.
 LA1369
 LA1369.The dynamic height is computed by dividing the NAVD 88
 LA1369.geopotential number by the normal gravity value computed on the
 LA1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1369.degrees latitude (g = 980.6199 gals.).
 LA1369
 LA1369.The modeled gravity was interpolated from observed gravity values.
 LA1369
 LA1369;                    North         East    Units  Estimated Accuracy
 LA1369;SPC IN E     -   574,320.       88,260.      MT  (+/- 180 meters Scaled)
 LA1369
 LA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK013752(NAD 83)
 LA1369
 LA1369                          SUPERSEDED SURVEY CONTROL
 LA1369
 LA1369  NGVD 29 (??/??/92)  267.599  (m)          877.95   (f) ADJ UNCH    2 0
 LA1369
 LA1369.Superseded values are not recommended for survey control.
 LA1369
 LA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1369.See file dsdata.pdf to determine how the superseded data were derived.
 LA1369
 LA1369_MARKER: DB = BENCH MARK DISK
 LA1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1369_STAMPING: M 195 1946
 LA1369_MARK LOGO: CGS
 LA1369_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1369+STABILITY: SURFACE MOTION
 LA1369
 LA1369  HISTORY     - Date     Condition        Report By
 LA1369  HISTORY     - 1946     MONUMENTED       CGS
 LA1369
 LA1369                          STATION DESCRIPTION
 LA1369
 LA1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1369'1 MI E FROM POINT ISABEL.
 LA1369'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 26 FROM ITS INTERSECTION
 LA1369'WITH STATE HIGHWAY 13 AT POINT ISABEL, AT A NORTH-SOUTH GRAVEL
 LA1369'CROSS ROAD, 81 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA1369'ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25
 LA1369'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE,
 LA1369'5 FEET WEST OF A TELEPHONE POLE, 1 FOOT ABOVE THE HIGHWAY,
 LA1369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0681 ***********************************************************************
 MD0681  DESIGNATION -  M 196
 MD0681  PID         -  MD0681
 MD0681  STATE/COUNTY-  IN/WHITLEY
 MD0681  COUNTRY     -  US
 MD0681  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0681
 MD0681                         *CURRENT SURVEY CONTROL
 MD0681  ______________________________________________________________________
 MD0681* NAD 83(1997) POSITION- 41 09 24.93069(N) 085 29 49.01793(W)   ADJUSTED
 MD0681* NAVD 88 ORTHO HEIGHT -   264.532 (meters)      867.89  (feet) ADJUSTED
 MD0681  ______________________________________________________________________
 MD0681  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 MD0681  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC18
 MD0681  DYNAMIC HEIGHT  -        264.430 (meters)      867.55  (feet) COMP
 MD0681  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 MD0681
 MD0681  HORZ ORDER      -  SECOND
 MD0681  VERT ORDER      -  FIRST     CLASS I
 MD0681
 MD0681.The horizontal coordinates were established by classical geodetic methods
 MD0681.and adjusted by the National Geodetic Survey in May 1999.
 MD0681
 MD0681.The orthometric height was determined by differential leveling and
 MD0681.adjusted by the NATIONAL GEODETIC SURVEY
 MD0681.in April 1995.
 MD0681
 MD0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0681.GEOID18 height accuracy estimate available here.
 MD0681
 MD0681.Click photographs - Photos may exist for this station.
 MD0681
 MD0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0681
 MD0681.The dynamic height is computed by dividing the NAVD 88
 MD0681.geopotential number by the normal gravity value computed on the
 MD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0681.degrees latitude (g = 980.6199 gals.).
 MD0681
 MD0681.The modeled gravity was interpolated from observed gravity values.
 MD0681
 MD0681. The following values were computed from the NAD 83(1997) position.
 MD0681
 MD0681;                    North         East     Units Scale Factor Converg.
 MD0681;SPC IN E     -   655,998.894   114,244.799   MT  0.99996916   +0 06 42.1
 MD0681;SPC IN E     - 2,152,223.04    374,818.14   sFT  0.99996916   +0 06 42.1
 MD0681;UTM  16      - 4,557,266.248   626,110.533   MT  0.99979573   +0 59 21.6
 MD0681
 MD0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0681!SPC IN E     -   0.99996369  x   0.99996916  =   0.99993285
 MD0681!UTM  16      -   0.99996369  x   0.99979573  =   0.99975942
 MD0681
 MD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2611057266(NAD 83)
 MD0681
 MD0681                          SUPERSEDED SURVEY CONTROL
 MD0681
 MD0681  NAD 83(1995)-  41 09 24.93390(N)    085 29 49.02462(W) AD(       ) 2
 MD0681  NAD 83(1986)-  41 09 24.93368(N)    085 29 49.02906(W) AD(       ) 2
 MD0681  NAD 27      -  41 09 24.76620(N)    085 29 49.10460(W) AD(       ) 2
 MD0681  NAVD 88 (06/15/91)  264.529  (m)          867.88   (f) SUPERSEDED  1 1
 MD0681  NGVD 29 (01/19/93)  264.682  (m)          868.38   (f) ADJUSTED    1 1
 MD0681  NGVD 29 (??/??/92)  264.682  (m)          868.38   (f) SUPERSEDED  1 1
 MD0681  NGVD 29             264.87   (m)          869.0    (f) LEVELING    3  
 MD0681
 MD0681.Superseded values are not recommended for survey control.
 MD0681
 MD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0681.See file dsdata.pdf to determine how the superseded data were derived.
 MD0681
 MD0681_MARKER: DB = BENCH MARK DISK
 MD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0681_STAMPING: M 196 1946
 MD0681_MARK LOGO: CGS
 MD0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0681+STABILITY: SURFACE MOTION
 MD0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0681+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 MD0681
 MD0681  HISTORY     - Date     Condition        Report By
 MD0681  HISTORY     - 1946     MONUMENTED       CGS
 MD0681  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0681  HISTORY     - 1968     GOOD             CGS
 MD0681  HISTORY     - 1969     GOOD             CGS
 MD0681  HISTORY     - 19921009 GOOD             NGS
 MD0681  HISTORY     - 20030221 GOOD             GEOCAC
 MD0681
 MD0681                          STATION DESCRIPTION
 MD0681
 MD0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0681'THIS IS A TRAVERSE STATION.
 MD0681'
 MD0681'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 30 AT THE WEST
 MD0681'SIDE OF COLUMBIA
 MD0681'CITY.  IT IS 41 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 30, AND 5
 MD0681'FEET EAST OF A FENCE CORNER.  IT IS A
 MD0681'STANDARD USC AND GS BENCH MARK, PROJECTING 2 INCHES AND THE DISK IS
 MD0681'STAMPED M 196 1946.  A TRAVERSE CONNECTION
 MD0681'WAS MADE FROM TRIANGULATION STATION COLUMBIA
 MD0681'AND THE DISTANCE WAS FOUND TO BE 30.062 METERS.
 MD0681'
 MD0681'TO REACH THE STATION FROM THE WHITLEY COUNTY COURTHOUSE IN COLUMBIA
 MD0681'CITY, GO WEST ON U.S.
 MD0681'HIGHWAY 30 FOR 0.4 MILE TO THE CITY PARK AND THE STATION SITE ON
 MD0681'LEFT.
 MD0681
 MD0681                          STATION RECOVERY (1963)
 MD0681
 MD0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0681'RECOVERED ESSENTIALLY AS ORIGINALLY DESCRIBED, BUT IT APPEARS THAT IT
 MD0681'MAY HAVE BEEN DISTURBED.  THE
 MD0681'MARK HAS BEEN CHIPPED ON TOP AND APPARENTLY IS TILTED SLIGHTLY TOWARD
 MD0681'THE SOUTHEAST.  THE DISTANCE FROM
 MD0681'TRIANGULATION STATION COLUMBIA WAS MEASURED BY THIS WRITER
 MD0681'AS 99.80 FEET OR 30.419 METERS INSTEAD OF 98.63
 MD0681'FEET OR 30.062 METERS OF THE ORIGINAL DESCRIPTION.
 MD0681'FROM THE APPARENT TILT ONE WOULD NOT JUDGE A CHANGE IN THIS
 MD0681'MEASUREMENT OF AS MUCH AS
 MD0681'0.3 FOOT.  OTHER MEASUREMENTS AT VARIANCE WITH ORIGINAL ONES HAVE
 MD0681'DIFFERENCES OR LACK OF PATTERN THAT
 MD0681'DO NOT WARRANT A SPECIFIC CONCLUSION.
 MD0681'
 MD0681'ABOUT 0.4 MILE W ALONG VAN BUREN STREET FROM NW CORNER OF THE
 MD0681'COURTHOUSE SQUARE IN COLUMBIA CITY, ABOUT 125 YARDS
 MD0681'W OF CENTER LINE OF OAK STREET, 35 FEET S OF CENTER LINE OF HERE
 MD0681'34-FOOT ASPHALT PAVEMENT, 16 FEET S OF PROJECTED
 MD0681'CENTER LINE OF VAN BUREN STREET FROM THE EAST, 16 FEET E OF PROJECTED
 MD0681'LINE OF E EDGE OF ASPHALT SURFACE OF DOUBLE TENNIS
 MD0681'COURTS, 10.3 FEET NNW OF NE CORNER OF CYCLONE FENCE AROUND TENNIS
 MD0681'COURTS, 4.5 FEET W OF PROJECTED LINE OF THE FENCE FROM THE
 MD0681'SOUTH, 2.5 FEET N OF N EDGE OF CONCRETE SIDEWALK, AND
 MD0681'FLUSH WITH THE GROUND.
 MD0681
 MD0681                          STATION RECOVERY (1968)
 MD0681
 MD0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0681'AT COLUMBIA CITY.
 MD0681'AT COLUMBIA CITY, ABOUT 0.4 MILE WEST ALONG VAN BUREN STREET
 MD0681'FROM THE COURTHOUSE, ABOUT 130 YARDS WEST OF THE INTERSECTION
 MD0681'OF OAK STREET, 32 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 MD0681'STREET, 10.3 FEET NORTHWEST OF THE NORTHEAST CORNER OF A FENCE
 MD0681'AROUND A TENNIS COURT, 2.6 FEET NORTH OF THE NORTH EDGE OF A
 MD0681'SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 MD0681'CONCRETE POST FLUSH WITH THE GROUND.  SEC 10, T 31NR 9E.
 MD0681'NOTE-- MARK LEANS A LITTLE TO THE SOUTHEAST AND THE POST HAS BEEN
 MD0681'CHIPPED ON THE SOUTHEAST SIDE BUT MARK IS SOLID.  NOTE-- JANUARY
 MD0681'1969 REPORT-WITNESS POST DIRECTLY BEHIND THE BENCH MARK BETWEEN
 MD0681'SIDEWALK AND FENCE, 7 FEET 2 INCHES IN DISTANCE.
 MD0681
 MD0681                          STATION RECOVERY (1969)
 MD0681
 MD0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0681'RECOVERED IN GOOD CONDITION.
 MD0681
 MD0681                          STATION RECOVERY (1992)
 MD0681
 MD0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0681'IN COLUMBIA CITY, AT THE INTERSECTION OF VAN BUREN AND OLD TRAIL
 MD0681'STREETS, IN THE NORTHEAST PART OF THE JOHN W. BAKER MEMORIAL PARK,
 MD0681'70.8 M (232.3 FT) WEST OF THE CENTER OF OLD TRAIL STREET, 52.2 M
 MD0681'(171.3 FT) NORTH-NORTHWEST OF A UTILITY LIGHT POLE WITH 4 GUY CABLES,
 MD0681'50.5 M (165.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRATERNAL
 MD0681'ORDER OF POLICE LODGE 131, 11.1 M (36.4 FT) SOUTH OF THE CENTER OF
 MD0681'VAN BUREN STREET, 3.0 M (9.8 FT) NORTHWEST OF A RIGHT-OF-WAY MARKER,
 MD0681'0.8 M (2.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE
 MD0681'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MD0681
 MD0681                          STATION RECOVERY (2003)
 MD0681
 MD0681'RECOVERY NOTE BY GEOCACHING 2003
 MD0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0978 ***********************************************************************
 MD0978  DESIGNATION -  M 197
 MD0978  PID         -  MD0978
 MD0978  STATE/COUNTY-  IN/NOBLE
 MD0978  COUNTRY     -  US
 MD0978  USGS QUAD   -  GARRETT (2019)
 MD0978
 MD0978                         *CURRENT SURVEY CONTROL
 MD0978  ______________________________________________________________________
 MD0978* NAD 83(1986) POSITION- 41 16 53.     (N) 085 12 54.     (W)   SCALED
 MD0978* NAVD 88 ORTHO HEIGHT -   268.250 (meters)      880.08  (feet) ADJUSTED
 MD0978  ______________________________________________________________________
 MD0978  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 MD0978  DYNAMIC HEIGHT  -        268.145 (meters)      879.74  (feet) COMP
 MD0978  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 MD0978
 MD0978  VERT ORDER      -  SECOND    CLASS 0
 MD0978
 MD0978.The horizontal coordinates were scaled from a map and have
 MD0978.an estimated accuracy of +/- 6 seconds.
 MD0978
 MD0978.The orthometric height was determined by differential leveling and
 MD0978.adjusted by the NATIONAL GEODETIC SURVEY
 MD0978.in June 1991.
 MD0978
 MD0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0978.GEOID18 height accuracy estimate available here.
 MD0978
 MD0978.Click photographs - Photos may exist for this station.
 MD0978
 MD0978.The dynamic height is computed by dividing the NAVD 88
 MD0978.geopotential number by the normal gravity value computed on the
 MD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0978.degrees latitude (g = 980.6199 gals.).
 MD0978
 MD0978.The modeled gravity was interpolated from observed gravity values.
 MD0978
 MD0978;                    North         East    Units  Estimated Accuracy
 MD0978;SPC IN E     -   669,910.      137,840.      MT  (+/- 180 meters Scaled)
 MD0978
 MD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL494715(NAD 83)
 MD0978
 MD0978                          SUPERSEDED SURVEY CONTROL
 MD0978
 MD0978  NGVD 29 (??/??/92)  268.399  (m)          880.57   (f) ADJ UNCH    2 0
 MD0978
 MD0978.Superseded values are not recommended for survey control.
 MD0978
 MD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0978.See file dsdata.pdf to determine how the superseded data were derived.
 MD0978
 MD0978_MARKER: DB = BENCH MARK DISK
 MD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0978_STAMPING: M 197 1946
 MD0978_MARK LOGO: CGS
 MD0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0978+STABILITY: SURFACE MOTION
 MD0978
 MD0978  HISTORY     - Date     Condition        Report By
 MD0978  HISTORY     - 1946     MONUMENTED       CGS
 MD0978  HISTORY     - 1962     GOOD             CGS
 MD0978  HISTORY     - 1965     GOOD             INHD
 MD0978
 MD0978                          STATION DESCRIPTION
 MD0978
 MD0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0978'1.3 MI SW FROM LAOTTO.
 MD0978'ABOUT 2.3 MILES NE ALONG THE VANDALIA RAILROAD AND NO. 205
 MD0978'INDIANA HWY. FROM THEIR CROSSING WITH NOBLE-ALLEN COUNTY LINE
 MD0978'ROAD, ABOUT 1.3 MILES SW ALONG SAME FROM CROSSING WITH NO. 3
 MD0978'INDIANA HWY. IN LAOTTO, 28 FEET SW OF CENTER LINE OF NW-SE GRAVEL
 MD0978'ROAD, 46.3 FEET SE OF SE RAIL, 2.2 FEET HIGHER THAN TOP OF
 MD0978'SAME, ABOUT 46 YARDS SE OF NO. 205 HWY., 1.5 FEET SW OF STEEL
 MD0978'WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0978
 MD0978                          STATION RECOVERY (1965)
 MD0978
 MD0978'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0544 ***********************************************************************
 MD0544  DESIGNATION -  M 198
 MD0544  PID         -  MD0544
 MD0544  STATE/COUNTY-  IN/DE KALB
 MD0544  COUNTRY     -  US
 MD0544  USGS QUAD   -  SAINT JOE (2019)
 MD0544
 MD0544                         *CURRENT SURVEY CONTROL
 MD0544  ______________________________________________________________________
 MD0544* NAD 83(1986) POSITION- 41 19 35.     (N) 084 55 56.     (W)   SCALED
 MD0544* NAVD 88 ORTHO HEIGHT -   252.608 (meters)      828.76  (feet) ADJUSTED
 MD0544  ______________________________________________________________________
 MD0544  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 MD0544  DYNAMIC HEIGHT  -        252.507 (meters)      828.43  (feet) COMP
 MD0544  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 MD0544
 MD0544  VERT ORDER      -  SECOND    CLASS 0
 MD0544
 MD0544.The horizontal coordinates were scaled from a map and have
 MD0544.an estimated accuracy of +/- 6 seconds.
 MD0544
 MD0544.The orthometric height was determined by differential leveling and
 MD0544.adjusted by the NATIONAL GEODETIC SURVEY
 MD0544.in June 1991.
 MD0544
 MD0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0544.GEOID18 height accuracy estimate available here.
 MD0544
 MD0544.Click photographs - Photos may exist for this station.
 MD0544
 MD0544.The dynamic height is computed by dividing the NAVD 88
 MD0544.geopotential number by the normal gravity value computed on the
 MD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0544.degrees latitude (g = 980.6199 gals.).
 MD0544
 MD0544.The modeled gravity was interpolated from observed gravity values.
 MD0544
 MD0544;                    North         East    Units  Estimated Accuracy
 MD0544;SPC IN E     -   675,070.      161,490.      MT  (+/- 180 meters Scaled)
 MD0544
 MD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL730770(NAD 83)
 MD0544
 MD0544                          SUPERSEDED SURVEY CONTROL
 MD0544
 MD0544  NGVD 29 (??/??/92)  252.754  (m)          829.24   (f) ADJ UNCH    2 0
 MD0544
 MD0544.Superseded values are not recommended for survey control.
 MD0544
 MD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0544.See file dsdata.pdf to determine how the superseded data were derived.
 MD0544
 MD0544_MARKER: DB = BENCH MARK DISK
 MD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0544_STAMPING: M 198 1946
 MD0544_MARK LOGO: CGS
 MD0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0544+STABILITY: SURFACE MOTION
 MD0544
 MD0544  HISTORY     - Date     Condition        Report By
 MD0544  HISTORY     - 1946     MONUMENTED       CGS
 MD0544  HISTORY     - 1968     GOOD             INHD
 MD0544
 MD0544                          STATION DESCRIPTION
 MD0544
 MD0544'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0544'0.7 MI E FROM CONCORD.
 MD0544'ABOUT 0.7 MILES EAST ALONG CO. RD. 56 FROM ITS SKEWED T INTERSECTION
 MD0544'WITH CO. RD. 51 AT CONCORD RAILROAD CROSSING, ABOUT 25 YDS. EAST
 MD0544'OF THE CREST OF A RIDGE 63 FT. EAST OF A PLACE DRIVEWAY, 53 FT.
 MD0544'EAST OF A FENCE CORNER, 20 FT. NORTH OF THE CENTERLINE OF THE
 MD0544'ROAD, 1 FT. ABOVE LEVEL OF SAME, 5.5 FT. WEST OF PWP. D-387-39,
 MD0544'1 FT. SOUTH OF FENCE, 1.5 FT. EAST OF STEEL WITNESS POST, AND
 MD0544'PROJECTING 0.1 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0368 ***********************************************************************
 MD0368  DESIGNATION -  M 199
 MD0368  PID         -  MD0368
 MD0368  STATE/COUNTY-  IN/DE KALB
 MD0368  COUNTRY     -  US
 MD0368  USGS QUAD   -  SAINT JOE (2019)
 MD0368
 MD0368                         *CURRENT SURVEY CONTROL
 MD0368  ______________________________________________________________________
 MD0368* NAD 83(1986) POSITION- 41 21 31.     (N) 084 53 59.     (W)   SCALED
 MD0368* NAVD 88 ORTHO HEIGHT -   252.869 (meters)      829.62  (feet) ADJUSTED
 MD0368  ______________________________________________________________________
 MD0368  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 MD0368  DYNAMIC HEIGHT  -        252.769 (meters)      829.29  (feet) COMP
 MD0368  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 MD0368
 MD0368  VERT ORDER      -  SECOND    CLASS 0
 MD0368
 MD0368.The horizontal coordinates were scaled from a map and have
 MD0368.an estimated accuracy of +/- 6 seconds.
 MD0368
 MD0368.The orthometric height was determined by differential leveling and
 MD0368.adjusted by the NATIONAL GEODETIC SURVEY
 MD0368.in June 1991.
 MD0368
 MD0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0368.GEOID18 height accuracy estimate available here.
 MD0368
 MD0368.Click photographs - Photos may exist for this station.
 MD0368
 MD0368.The dynamic height is computed by dividing the NAVD 88
 MD0368.geopotential number by the normal gravity value computed on the
 MD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0368.degrees latitude (g = 980.6199 gals.).
 MD0368
 MD0368.The modeled gravity was interpolated from observed gravity values.
 MD0368
 MD0368;                    North         East    Units  Estimated Accuracy
 MD0368;SPC IN E     -   678,670.      164,170.      MT  (+/- 180 meters Scaled)
 MD0368
 MD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL756806(NAD 83)
 MD0368
 MD0368                          SUPERSEDED SURVEY CONTROL
 MD0368
 MD0368  NGVD 29 (??/??/92)  253.015  (m)          830.10   (f) ADJ UNCH    2 0
 MD0368
 MD0368.Superseded values are not recommended for survey control.
 MD0368
 MD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0368.See file dsdata.pdf to determine how the superseded data were derived.
 MD0368
 MD0368_MARKER: DB = BENCH MARK DISK
 MD0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0368_SP_SET: BRIDGE
 MD0368_STAMPING: M 199 1946
 MD0368_MARK LOGO: CGS
 MD0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0368
 MD0368  HISTORY     - Date     Condition        Report By
 MD0368  HISTORY     - 1946     MONUMENTED       CGS
 MD0368  HISTORY     - 1968     GOOD             INHD
 MD0368
 MD0368                          STATION DESCRIPTION
 MD0368
 MD0368'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0368'4.3 MI N FROM ST JOE.
 MD0368'ABOUT 3.7 MILES NORTHEAST ALONG S.R. 1 FROM THE POST OFFICE AT
 MD0368'ST. JOE, 0.6 MILE WEST ALONG S.R. 8, 75 YDS. NORTH ALONG A GRAVEL
 MD0368'ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE
 MD0368'WINGWALL OF A 34 FT. STEEL BRIDGE ACROSS THE YOHE DITCH, 9 FT.
 MD0368'EAST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 0.6 FT. EAST OF
 MD0368'THE IRON BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0117 ***********************************************************************
 ME0117  DESIGNATION -  M 20
 ME0117  PID         -  ME0117
 ME0117  STATE/COUNTY-  IN/ST JOSEPH
 ME0117  COUNTRY     -  US
 ME0117  USGS QUAD   -  OSCEOLA (2019)
 ME0117
 ME0117                         *CURRENT SURVEY CONTROL
 ME0117  ______________________________________________________________________
 ME0117* NAD 83(1986) POSITION- 41 39 41.     (N) 086 05 52.     (W)   SCALED
 ME0117* NAVD 88 ORTHO HEIGHT -   223.085 (meters)      731.90  (feet) ADJUSTED
 ME0117  ______________________________________________________________________
 ME0117  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 ME0117  DYNAMIC HEIGHT  -        222.997 (meters)      731.62  (feet) COMP
 ME0117  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 ME0117
 ME0117  VERT ORDER      -  SECOND    CLASS 0
 ME0117
 ME0117.The horizontal coordinates were scaled from a map and have
 ME0117.an estimated accuracy of +/- 6 seconds.
 ME0117
 ME0117.The orthometric height was determined by differential leveling and
 ME0117.adjusted by the NATIONAL GEODETIC SURVEY
 ME0117.in June 1991.
 ME0117
 ME0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0117.GEOID18 height accuracy estimate available here.
 ME0117
 ME0117.Click photographs - Photos may exist for this station.
 ME0117
 ME0117.The dynamic height is computed by dividing the NAVD 88
 ME0117.geopotential number by the normal gravity value computed on the
 ME0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0117.degrees latitude (g = 980.6199 gals.).
 ME0117
 ME0117.The modeled gravity was interpolated from observed gravity values.
 ME0117
 ME0117;                    North         East    Units  Estimated Accuracy
 ME0117;SPC IN E     -   712,100.       64,100.      MT  (+/- 180 meters Scaled)
 ME0117
 ME0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM751125(NAD 83)
 ME0117
 ME0117                          SUPERSEDED SURVEY CONTROL
 ME0117
 ME0117  NGVD 29 (??/??/92)  223.206  (m)          732.30   (f) ADJ UNCH    2 0
 ME0117
 ME0117.Superseded values are not recommended for survey control.
 ME0117
 ME0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0117.See file dsdata.pdf to determine how the superseded data were derived.
 ME0117
 ME0117_MARKER: DB = BENCH MARK DISK
 ME0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0117_STAMPING: M 20 1934
 ME0117_MARK LOGO: CGS
 ME0117_PROJECTION: PROJECTING
 ME0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0117+STABILITY: SURFACE MOTION
 ME0117
 ME0117  HISTORY     - Date     Condition        Report By
 ME0117  HISTORY     - 1934     MONUMENTED       CGS
 ME0117  HISTORY     - 1946     GOOD             CGS
 ME0117  HISTORY     - 1982     MARK NOT FOUND   INDNR
 ME0117  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0117
 ME0117                          STATION DESCRIPTION
 ME0117
 ME0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0117'4.3 MI E FROM MISHAWAKA.
 ME0117'ABOUT 4.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0117'THE STATION AT MISHAWAKA, ABOUT 0.4 MILE EAST OF MILEPOST C 94,
 ME0117'ABOUT 14 RAILS EAST OF SEMAPHORE 446.1, IN THE SOUTHEAST ANGLE
 ME0117'OF A DIRT-ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0117'EAST-BOUND TRACK, 17 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ME0117'10.5 FEET SOUTHEAST OF A TELEGRAPH POLE MARKED WUT NYC, ABOUT
 ME0117'4-1/2 FEET LOWER THAN THE TRACK, AND IN THE TOP OF A CONCRETE
 ME0117'POST PROJECTING ABOUT 6 INCHES.
 ME0117
 ME0117                          STATION RECOVERY (1982)
 ME0117
 ME0117'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0117'MARK NOT FOUND.
 ME0117
 ME0117                          STATION RECOVERY (2001)
 ME0117
 ME0117'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0524 ***********************************************************************
 MD0524  DESIGNATION -  M 200
 MD0524  PID         -  MD0524
 MD0524  STATE/COUNTY-  IN/ALLEN
 MD0524  COUNTRY     -  US
 MD0524  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0524
 MD0524                         *CURRENT SURVEY CONTROL
 MD0524  ______________________________________________________________________
 MD0524* NAD 83(1986) POSITION- 41 04 51.7    (N) 084 51 54.7    (W)   HD_HELD2
 MD0524* NAVD 88 ORTHO HEIGHT -   231.680 (meters)      760.10  (feet) ADJUSTED
 MD0524  ______________________________________________________________________
 MD0524  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 MD0524  DYNAMIC HEIGHT  -        231.585 (meters)      759.79  (feet) COMP
 MD0524  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 MD0524
 MD0524  VERT ORDER      -  FIRST     CLASS I
 MD0524
 MD0524.The horizontal coordinates were established by autonomous hand held GPS
 MD0524.observations and have an estimated accuracy of +/- 10 meters.
 MD0524
 MD0524.The orthometric height was determined by differential leveling and
 MD0524.adjusted by the NATIONAL GEODETIC SURVEY
 MD0524.in June 1991.
 MD0524
 MD0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0524.GEOID18 height accuracy estimate available here.
 MD0524
 MD0524.Click photographs - Photos may exist for this station.
 MD0524
 MD0524.The dynamic height is computed by dividing the NAVD 88
 MD0524.geopotential number by the normal gravity value computed on the
 MD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0524.degrees latitude (g = 980.6199 gals.).
 MD0524
 MD0524.The modeled gravity was interpolated from observed gravity values.
 MD0524
 MD0524;                    North         East    Units  Estimated Accuracy
 MD0524;SPC IN E     -   647,866.      167,347.      MT  (+/- 10 meters HH2 GPS)
 MD0524
 MD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7932649947(NAD 83)
 MD0524
 MD0524                          SUPERSEDED SURVEY CONTROL
 MD0524
 MD0524  NGVD 29 (??/??/92)  231.837  (m)          760.62   (f) ADJ UNCH    1 1
 MD0524
 MD0524.Superseded values are not recommended for survey control.
 MD0524
 MD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0524.See file dsdata.pdf to determine how the superseded data were derived.
 MD0524
 MD0524_MARKER: DB = BENCH MARK DISK
 MD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0524_STAMPING: M 200 1946
 MD0524_MARK LOGO: CGS
 MD0524_PROJECTION: FLUSH
 MD0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0524+STABILITY: SURFACE MOTION
 MD0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0524+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2025
 MD0524
 MD0524  HISTORY     - Date     Condition        Report By
 MD0524  HISTORY     - 1946     MONUMENTED       CGS
 MD0524  HISTORY     - 1968     GOOD             CGS
 MD0524  HISTORY     - 19921008 GOOD             NGS
 MD0524  HISTORY     - 20251016 GOOD             LOCSUR
 MD0524
 MD0524                          STATION DESCRIPTION
 MD0524
 MD0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0524'3.9 MI W FROM EDGERTON.
 MD0524'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0524'OF STATE LINE ROAD AT EDGERTON, THENCE 0.5 MILE NORTH ALONG STATE
 MD0524'HIGHWAY 101, 0.4 MILE NORTH OF THE CROSSING OF THE NORFOLK AND
 MD0524'WESTERN RAILWAY, AT THE INTERSECTION OF THE HIGHWAY AND EDGERTON
 MD0524'ROAD, 42 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 39
 MD0524'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF
 MD0524'THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A POWER LINE POLE,
 MD0524'3.5 FEET WEST OF THE WEST END OF A HEAD WALL FOR A PIPE CULVERT
 MD0524'UNDER THE ROAD, 53 FEET NORTH OF AND ACROSS EDGERTON ROAD FROM
 MD0524'DAWKINS AZ MARK DESCRIBED, SET IN THE TOP OF A CONCRETE POST FLUSH
 MD0524'WITH THE GROUND.
 MD0524
 MD0524                          STATION RECOVERY (1992)
 MD0524
 MD0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0524'11.2 KM (6.95 MI) WESTERLY ALONG STATE HIGHWAYS 631 AND 14 FROM THE
 MD0524'POST OFFICE IN PAYNE, OHIO, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG
 MD0524'STATE HIGHWAY 100, 16.2 M (53.1 FT) NORTH OF DAWKINS AZIMUTH MARK,
 MD0524'11.9 M (39.0 FT) WEST OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT)
 MD0524'NORTH OF THE CENTER OF EDGERTON ROAD, 0.8 M (2.6 FT) NORTHEAST OF
 MD0524'UTILITY POLE NUMBER 1T40 13061, 0.5 M (1.6 FT) SOUTHEAST OF AN
 MD0524'UNDERGROUND CABLE JUNCTION BOX, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MD0524'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MD0524
 MD0524                          STATION RECOVERY (2025)
 MD0524
 MD0524'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (ZE)
 MD0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0687 ***********************************************************************
 MD0687  DESIGNATION -  M 201
 MD0687  PID         -  MD0687
 MD0687  STATE/COUNTY-  IN/DE KALB
 MD0687  COUNTRY     -  US
 MD0687  USGS QUAD   -  WATERLOO (2019)
 MD0687
 MD0687                         *CURRENT SURVEY CONTROL
 MD0687  ______________________________________________________________________
 MD0687* NAD 83(1986) POSITION- 41 25 35.     (N) 085 01 52.     (W)   SCALED
 MD0687* NAVD 88 ORTHO HEIGHT -   276.364 (meters)      906.70  (feet) ADJUSTED
 MD0687  ______________________________________________________________________
 MD0687  GEOID HEIGHT    -        -33.199 (meters)                     GEOID18
 MD0687  DYNAMIC HEIGHT  -        276.255 (meters)      906.35  (feet) COMP
 MD0687  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 MD0687
 MD0687  VERT ORDER      -  SECOND    CLASS 0
 MD0687
 MD0687.The horizontal coordinates were scaled from a map and have
 MD0687.an estimated accuracy of +/- 6 seconds.
 MD0687
 MD0687.The orthometric height was determined by differential leveling and
 MD0687.adjusted by the NATIONAL GEODETIC SURVEY
 MD0687.in June 1991.
 MD0687
 MD0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0687.GEOID18 height accuracy estimate available here.
 MD0687
 MD0687.Click photographs - Photos may exist for this station.
 MD0687
 MD0687.The dynamic height is computed by dividing the NAVD 88
 MD0687.geopotential number by the normal gravity value computed on the
 MD0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0687.degrees latitude (g = 980.6199 gals.).
 MD0687
 MD0687.The modeled gravity was interpolated from observed gravity values.
 MD0687
 MD0687;                    North         East    Units  Estimated Accuracy
 MD0687;SPC IN E     -   686,110.      153,130.      MT  (+/- 180 meters Scaled)
 MD0687
 MD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL645879(NAD 83)
 MD0687
 MD0687                          SUPERSEDED SURVEY CONTROL
 MD0687
 MD0687  NGVD 29 (??/??/92)  276.515  (m)          907.20   (f) ADJ UNCH    2 0
 MD0687
 MD0687.Superseded values are not recommended for survey control.
 MD0687
 MD0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0687.See file dsdata.pdf to determine how the superseded data were derived.
 MD0687
 MD0687_MARKER: DB = BENCH MARK DISK
 MD0687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0687_SP_SET: CULVERT HEADWALL
 MD0687_STAMPING: M 201 1946
 MD0687_MARK LOGO: CGS
 MD0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0687+STABILITY: SURFACE MOTION
 MD0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0687+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 MD0687
 MD0687  HISTORY     - Date     Condition        Report By
 MD0687  HISTORY     - 1946     MONUMENTED       CGS
 MD0687  HISTORY     - 1960     GOOD             CGS
 MD0687  HISTORY     - 20061116 GOOD             INDIV
 MD0687  HISTORY     - 20090623 GOOD             JCLS
 MD0687  HISTORY     - 20180718 GOOD             INDOT
 MD0687
 MD0687                          STATION DESCRIPTION
 MD0687
 MD0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0687'0.4 MI SW FROM WATERLOO.
 MD0687'ABOUT 0.4 MILE SOUTHWESTERLY ALONG THE FORT WAYNE BRANCH OF THE
 MD0687'NEW YORK CENTRAL RAILROAD FROM ITS JUNCTION WITH THE MAIN
 MD0687'LINE IN WATERLOO, 40 FEET N OF CENTER LINE OF WALNUT STREET,
 MD0687'26 FEET SE OF SE RAIL OF MAIN LINE, 13 FEET SE OF SE RAIL OF
 MD0687'SIDE TRACK, 4.0 FEET LOWER THAN TOP OF SAME, 1.0 FEET NE OF SW
 MD0687'END AND 0.8 FOOT NW OF SE EDGE OF SE HEADWALL OF 5-FOOT CONCRETE
 MD0687'CULVERT UNDER THE RAILROAD.
 MD0687
 MD0687                          STATION RECOVERY (2006)
 MD0687
 MD0687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0687'TRACKS ARE GONE.  MARK IS APP. 100 YDS SOUTHWEST OF CELL TOWER.
 MD0687
 MD0687                          STATION RECOVERY (2009)
 MD0687
 MD0687'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD0687'RECOVERED IN GOOD CONDITION.
 MD0687
 MD0687                          STATION RECOVERY (2018)
 MD0687
 MD0687'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0687'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF CORUNNA.
 MD0687'
 MD0687'TO REACH THE MARK GO 4.3 MI (6.9 KM) NORTH-NORTHEAST OF AUBURN AND 0.7
 MD0687'MI (1.1 KM) WEST-SOUTHWEST OF WATERLOO.
 MD0687'
 MD0687'THE MARK IS AT INTERSECTION OF STATE ROAD 427 (SOUTH WAYNE STREET) AND
 MD0687'U.S. HIGHWAY 6 IN WATERLOO, TRAVEL SOUTH 0.46 MI (0.74 KM) ON STATE
 MD0687'ROAD 427 TO COUNTY ROAD 28 (WEST WALNUT STREET).  TURN RIGHT (WEST)
 MD0687'AND TRAVEL 0.58 MI (0.93 KM) TO THE MONUMENT ON THE RIGHT (NORTH) SIDE
 MD0687'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1757 ***********************************************************************
 LA1757  DESIGNATION -  M 202
 LA1757  PID         -  LA1757
 LA1757  STATE/COUNTY-  IN/HUNTINGTON
 LA1757  COUNTRY     -  US
 LA1757  USGS QUAD   -  ANDREWS (2019)
 LA1757
 LA1757                         *CURRENT SURVEY CONTROL
 LA1757  ______________________________________________________________________
 LA1757* NAD 83(1986) POSITION- 40 45 14.     (N) 085 30 25.     (W)   SCALED
 LA1757* NAVD 88 ORTHO HEIGHT -   246.315 (meters)      808.12  (feet) ADJUSTED
 LA1757  ______________________________________________________________________
 LA1757  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 LA1757  DYNAMIC HEIGHT  -        246.195 (meters)      807.72  (feet) COMP
 LA1757  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LA1757
 LA1757  VERT ORDER      -  SECOND    CLASS 0
 LA1757
 LA1757.The horizontal coordinates were scaled from a map and have
 LA1757.an estimated accuracy of +/- 6 seconds.
 LA1757
 LA1757.The orthometric height was determined by differential leveling and
 LA1757.adjusted by the NATIONAL GEODETIC SURVEY
 LA1757.in June 1991.
 LA1757
 LA1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1757.GEOID18 height accuracy estimate available here.
 LA1757
 LA1757.Click photographs - Photos may exist for this station.
 LA1757
 LA1757.The dynamic height is computed by dividing the NAVD 88
 LA1757.geopotential number by the normal gravity value computed on the
 LA1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1757.degrees latitude (g = 980.6199 gals.).
 LA1757
 LA1757.The modeled gravity was interpolated from observed gravity values.
 LA1757
 LA1757;                    North         East    Units  Estimated Accuracy
 LA1757;SPC IN E     -   611,240.      113,490.      MT  (+/- 180 meters Scaled)
 LA1757
 LA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260125(NAD 83)
 LA1757
 LA1757                          SUPERSEDED SURVEY CONTROL
 LA1757
 LA1757  NGVD 29 (??/??/92)  246.447  (m)          808.55   (f) ADJ UNCH    2 0
 LA1757
 LA1757.Superseded values are not recommended for survey control.
 LA1757
 LA1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1757.See file dsdata.pdf to determine how the superseded data were derived.
 LA1757
 LA1757_MARKER: DB = BENCH MARK DISK
 LA1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1757_STAMPING: M 202 1946
 LA1757_MARK LOGO: CGS
 LA1757_PROJECTION: FLUSH
 LA1757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1757+STABILITY: SURFACE MOTION
 LA1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1757+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2018
 LA1757
 LA1757  HISTORY     - Date     Condition        Report By
 LA1757  HISTORY     - 1946     MONUMENTED       CGS
 LA1757  HISTORY     - 1960     GOOD             CGS
 LA1757  HISTORY     - 20180131 GOOD             INDOT
 LA1757
 LA1757                          STATION DESCRIPTION
 LA1757
 LA1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1757'0.4 MI N FROM LANCASTER.
 LA1757'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1757'AT LANCASTER, ABOUT 0.15 MILE NORTH OF THE CITY LIMIT SIGN, 0.1
 LA1757'MILE SOUTH OF A BRIDGE, AT THE TOP OF A GRADE, 39 FEET EAST OF
 LA1757'THE CENTER LINE OF THE HIGHWAY, 92 FEET EAST AND ACROSS THE
 LA1757'HIGHWAY FROM THE SOUTHEAST CORNER OF A FARM HOUSE, 67 FEET SOUTH
 LA1757'OF A TELEPHONE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, ABOUT
 LA1757'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1757'PROJECTING 3 INCHES.
 LA1757
 LA1757                          STATION RECOVERY (1960)
 LA1757
 LA1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LA1757'RECOVERED IN GOOD CONDITION.
 LA1757
 LA1757                          STATION RECOVERY (2018)
 LA1757
 LA1757'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA1757'RECOVERED AS DESCRIBED IN GOOD CONDITION.  MONUMENT CONTAINS UNKNOWN
 LA1757'MAGNETIC MATERIAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1744 ***********************************************************************
 LA1744  DESIGNATION -  M 203
 LA1744  PID         -  LA1744
 LA1744  STATE/COUNTY-  IN/HUNTINGTON
 LA1744  COUNTRY     -  US
 LA1744  USGS QUAD   -  ANDREWS (2019)
 LA1744
 LA1744                         *CURRENT SURVEY CONTROL
 LA1744  ______________________________________________________________________
 LA1744* NAD 83(1986) POSITION- 40 49 40.     (N) 085 36 09.     (W)   SCALED
 LA1744* NAVD 88 ORTHO HEIGHT -   247.484 (meters)      811.95  (feet) ADJUSTED
 LA1744  ______________________________________________________________________
 LA1744  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 LA1744  DYNAMIC HEIGHT  -        247.366 (meters)      811.57  (feet) COMP
 LA1744  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 LA1744
 LA1744  VERT ORDER      -  SECOND    CLASS 0
 LA1744
 LA1744.The horizontal coordinates were scaled from a map and have
 LA1744.an estimated accuracy of +/- 6 seconds.
 LA1744
 LA1744.The orthometric height was determined by differential leveling and
 LA1744.adjusted by the NATIONAL GEODETIC SURVEY
 LA1744.in June 1991.
 LA1744
 LA1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1744.GEOID18 height accuracy estimate available here.
 LA1744
 LA1744.Click photographs - Photos may exist for this station.
 LA1744
 LA1744.The dynamic height is computed by dividing the NAVD 88
 LA1744.geopotential number by the normal gravity value computed on the
 LA1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1744.degrees latitude (g = 980.6199 gals.).
 LA1744
 LA1744.The modeled gravity was interpolated from observed gravity values.
 LA1744
 LA1744;                    North         East    Units  Estimated Accuracy
 LA1744;SPC IN E     -   619,440.      105,410.      MT  (+/- 180 meters Scaled)
 LA1744
 LA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178205(NAD 83)
 LA1744
 LA1744                          SUPERSEDED SURVEY CONTROL
 LA1744
 LA1744  NGVD 29 (??/??/92)  247.610  (m)          812.37   (f) ADJ UNCH    2 0
 LA1744
 LA1744.Superseded values are not recommended for survey control.
 LA1744
 LA1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1744.See file dsdata.pdf to determine how the superseded data were derived.
 LA1744
 LA1744_MARKER: DB = BENCH MARK DISK
 LA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1744_STAMPING: M 203 1946
 LA1744_MARK LOGO: CGS
 LA1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1744+STABILITY: SURFACE MOTION
 LA1744
 LA1744  HISTORY     - Date     Condition        Report By
 LA1744  HISTORY     - 1946     MONUMENTED       CGS
 LA1744
 LA1744                          STATION DESCRIPTION
 LA1744
 LA1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1744'2.2 MI S FROM ANDREWS.
 LA1744'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1744'OFFICE AT ANDREWS, AT A PAVED CROSS ROAD, 88 FEET EAST OF THE
 LA1744'CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER LINE OF THE
 LA1744'PAVED ROAD, 64 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 LA1744'WIRE FENCE, ABOUT 1 FOOT BELOW THE PAVED ROAD, AND SET IN THE TOP
 LA1744'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1492 ***********************************************************************
 LA1492  DESIGNATION -  M 204
 LA1492  PID         -  LA1492
 LA1492  STATE/COUNTY-  IN/GRANT
 LA1492  COUNTRY     -  US
 LA1492  USGS QUAD   -  FAIRMOUNT (2019)
 LA1492
 LA1492                         *CURRENT SURVEY CONTROL
 LA1492  ______________________________________________________________________
 LA1492* NAD 83(1986) POSITION- 40 25 19.     (N) 085 44 08.     (W)   SCALED
 LA1492* NAVD 88 ORTHO HEIGHT -   267.702 (meters)      878.29  (feet) ADJUSTED
 LA1492  ______________________________________________________________________
 LA1492  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LA1492  DYNAMIC HEIGHT  -        267.564 (meters)      877.83  (feet) COMP
 LA1492  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 LA1492
 LA1492  VERT ORDER      -  SECOND    CLASS 0
 LA1492
 LA1492.The horizontal coordinates were scaled from a map and have
 LA1492.an estimated accuracy of +/- 6 seconds.
 LA1492
 LA1492.The orthometric height was determined by differential leveling and
 LA1492.adjusted by the NATIONAL GEODETIC SURVEY
 LA1492.in June 1991.
 LA1492
 LA1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1492.GEOID18 height accuracy estimate available here.
 LA1492
 LA1492.Click photographs - Photos may exist for this station.
 LA1492
 LA1492.The dynamic height is computed by dividing the NAVD 88
 LA1492.geopotential number by the normal gravity value computed on the
 LA1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1492.degrees latitude (g = 980.6199 gals.).
 LA1492
 LA1492.The modeled gravity was interpolated from observed gravity values.
 LA1492
 LA1492;                    North         East    Units  Estimated Accuracy
 LA1492;SPC IN E     -   574,370.       94,150.      MT  (+/- 180 meters Scaled)
 LA1492
 LA1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK072753(NAD 83)
 LA1492
 LA1492                          SUPERSEDED SURVEY CONTROL
 LA1492
 LA1492  NGVD 29 (??/??/92)  267.839  (m)          878.74   (f) ADJ UNCH    2 0
 LA1492
 LA1492.Superseded values are not recommended for survey control.
 LA1492
 LA1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1492.See file dsdata.pdf to determine how the superseded data were derived.
 LA1492
 LA1492_MARKER: DB = BENCH MARK DISK
 LA1492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1492_SP_SET: CULVERT HEADWALL
 LA1492_STAMPING: M 204 1946
 LA1492_MARK LOGO: CGS
 LA1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1492+STABILITY: SURFACE MOTION
 LA1492
 LA1492  HISTORY     - Date     Condition        Report By
 LA1492  HISTORY     - 1946     MONUMENTED       CGS
 LA1492
 LA1492                          STATION DESCRIPTION
 LA1492
 LA1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1492'0.6 MI E FROM HACKLEMAN.
 LA1492'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 LA1492'AT HACKLEMAN, AT THE INTERSECTION OF STATE HIGHWAY 37, SET
 LA1492'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL
 LA1492'OF A 5 FOOT CONCRETE CULVERT UNDER THE INTERSECTION, 36 FEET
 LA1492'NORTH OF THE CENTER LINE OF HIGHWAY 26, 43 FEET NORTHWEST OF THE
 LA1492'CENTER LINE OF THE INTERSECTION, AND ABOUT LEVEL WITH THE HIGHWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1403 ***********************************************************************
 LA1403  DESIGNATION -  M 205
 LA1403  PID         -  LA1403
 LA1403  STATE/COUNTY-  IN/HAMILTON
 LA1403  COUNTRY     -  US
 LA1403  USGS QUAD   -  OMEGA (2019)
 LA1403
 LA1403                         *CURRENT SURVEY CONTROL
 LA1403  ______________________________________________________________________
 LA1403* NAD 83(1986) POSITION- 40 08 48.     (N) 085 58 37.     (W)   SCALED
 LA1403* NAVD 88 ORTHO HEIGHT -   252.629 (meters)      828.83  (feet) ADJUSTED
 LA1403  ______________________________________________________________________
 LA1403  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 LA1403  DYNAMIC HEIGHT  -        252.493 (meters)      828.39  (feet) COMP
 LA1403  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 LA1403
 LA1403  VERT ORDER      -  SECOND    CLASS 0
 LA1403
 LA1403.The horizontal coordinates were scaled from a map and have
 LA1403.an estimated accuracy of +/- 6 seconds.
 LA1403
 LA1403.The orthometric height was determined by differential leveling and
 LA1403.adjusted by the NATIONAL GEODETIC SURVEY
 LA1403.in June 1991.
 LA1403
 LA1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1403.GEOID18 height accuracy estimate available here.
 LA1403
 LA1403.Click photographs - Photos may exist for this station.
 LA1403
 LA1403.The dynamic height is computed by dividing the NAVD 88
 LA1403.geopotential number by the normal gravity value computed on the
 LA1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1403.degrees latitude (g = 980.6199 gals.).
 LA1403
 LA1403.The modeled gravity was interpolated from observed gravity values.
 LA1403
 LA1403;                    North         East    Units  Estimated Accuracy
 LA1403;SPC IN E     -   543,850.       73,560.      MT  (+/- 180 meters Scaled)
 LA1403
 LA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK871445(NAD 83)
 LA1403
 LA1403                          SUPERSEDED SURVEY CONTROL
 LA1403
 LA1403  NGVD 29 (??/??/92)  252.756  (m)          829.25   (f) ADJ UNCH    2 0
 LA1403
 LA1403.Superseded values are not recommended for survey control.
 LA1403
 LA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1403.See file dsdata.pdf to determine how the superseded data were derived.
 LA1403
 LA1403_MARKER: DB = BENCH MARK DISK
 LA1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1403_STAMPING: M 205 1946
 LA1403_MARK LOGO: CGS
 LA1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1403+STABILITY: SURFACE MOTION
 LA1403
 LA1403  HISTORY     - Date     Condition        Report By
 LA1403  HISTORY     - 1946     MONUMENTED       CGS
 LA1403  HISTORY     - 20221011 MARK NOT FOUND   IN-057
 LA1403
 LA1403                          STATION DESCRIPTION
 LA1403
 LA1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1403'3.6 MI NE FROM CICERO.
 LA1403'ABOUT 2.3 MILES EAST ALONG A BLACK TOP ROAD LEADING TO STRAWTOWN
 LA1403'FROM THE HAMILTON STATE BANK AT CICERO, THENCE ABOUT 1.3 MILES
 LA1403'NORTH ALONG A GRAVEL ROAD, AT AN EAST-WEST GRAVEL CROSS ROAD, 58
 LA1403'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14 FEET WEST
 LA1403'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT EAST OF A WIRE
 LA1403'FENCE, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 LA1403'POST PROJECTING 3 INCHES.
 LA1403
 LA1403                          STATION RECOVERY (2022)
 LA1403
 LA1403'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1452 ***********************************************************************
 LA1452  DESIGNATION -  M 206
 LA1452  PID         -  LA1452
 LA1452  STATE/COUNTY-  IN/MADISON
 LA1452  COUNTRY     -  US
 LA1452  USGS QUAD   -  ELWOOD (2019)
 LA1452
 LA1452                         *CURRENT SURVEY CONTROL
 LA1452  ______________________________________________________________________
 LA1452* NAD 83(1986) POSITION- 40 16 38.     (N) 085 48 12.     (W)   SCALED
 LA1452* NAVD 88 ORTHO HEIGHT -   264.479 (meters)      867.71  (feet) ADJUSTED
 LA1452  ______________________________________________________________________
 LA1452  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LA1452  DYNAMIC HEIGHT  -        264.340 (meters)      867.26  (feet) COMP
 LA1452  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 LA1452
 LA1452  VERT ORDER      -  SECOND    CLASS 0
 LA1452
 LA1452.The horizontal coordinates were scaled from a map and have
 LA1452.an estimated accuracy of +/- 6 seconds.
 LA1452
 LA1452.The orthometric height was determined by differential leveling and
 LA1452.adjusted by the NATIONAL GEODETIC SURVEY
 LA1452.in June 1991.
 LA1452
 LA1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1452.GEOID18 height accuracy estimate available here.
 LA1452
 LA1452.Click photographs - Photos may exist for this station.
 LA1452
 LA1452.The dynamic height is computed by dividing the NAVD 88
 LA1452.geopotential number by the normal gravity value computed on the
 LA1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1452.degrees latitude (g = 980.6199 gals.).
 LA1452
 LA1452.The modeled gravity was interpolated from observed gravity values.
 LA1452
 LA1452;                    North         East    Units  Estimated Accuracy
 LA1452;SPC IN E     -   558,310.       88,380.      MT  (+/- 180 meters Scaled)
 LA1452
 LA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017592(NAD 83)
 LA1452
 LA1452                          SUPERSEDED SURVEY CONTROL
 LA1452
 LA1452  NGVD 29 (??/??/92)  264.613  (m)          868.15   (f) ADJ UNCH    2 0
 LA1452
 LA1452.Superseded values are not recommended for survey control.
 LA1452
 LA1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1452.See file dsdata.pdf to determine how the superseded data were derived.
 LA1452
 LA1452_MARKER: DB = BENCH MARK DISK
 LA1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1452_SP_SET: BUILDING
 LA1452_STAMPING: M 206 1946
 LA1452_MARK LOGO: CGS
 LA1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1452
 LA1452  HISTORY     - Date     Condition        Report By
 LA1452  HISTORY     - 1946     MONUMENTED       CGS
 LA1452  HISTORY     - 19910816 GOOD             USPSQD
 LA1452
 LA1452                          STATION DESCRIPTION
 LA1452
 LA1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1452'1.9 MI E FROM ELWOOD.
 LA1452'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1452'WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 0.3 MILE EAST OF THE
 LA1452'INTERSECTION OF STATE HIGHWAY 37, SET VERTICALLY IN THE WEST
 LA1452'FACE OF THE NORTHWEST CORNER OF THE RED CORNER SCHOOL BUILDING,
 LA1452'1 FOOT SOUTH OF THE NORTHWEST CORNER AND ABOUT 0.8 FOOT ABOVE
 LA1452'THE GROUND.
 LA1452
 LA1452                          STATION RECOVERY (1991)
 LA1452
 LA1452'RECOVERY NOTE BY US POWER SQUADRON 1991 (JRP)
 LA1452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0526 ***********************************************************************
 LB0526  DESIGNATION -  M 207
 LB0526  PID         -  LB0526
 LB0526  STATE/COUNTY-  IN/CLINTON
 LB0526  COUNTRY     -  US
 LB0526  USGS QUAD   -  KEMPTON (2019)
 LB0526
 LB0526                         *CURRENT SURVEY CONTROL
 LB0526  ______________________________________________________________________
 LB0526* NAD 83(1986) POSITION- 40 16 25.51   (N) 086 14 33.16   (W)   HD_HELD1
 LB0526* NAVD 88 ORTHO HEIGHT -   282.945 (meters)      928.30  (feet) ADJUSTED
 LB0526  ______________________________________________________________________
 LB0526  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 LB0526  DYNAMIC HEIGHT  -        282.791 (meters)      927.79  (feet) COMP
 LB0526  MODELED GRAVITY -    980,072.5   (mgal)                       NAVD 88
 LB0526
 LB0526  VERT ORDER      -  SECOND    CLASS 0
 LB0526
 LB0526.The horizontal coordinates were determined by differentially corrected
 LB0526.hand held GPS observations or other comparable positioning techniques
 LB0526.and have an estimated accuracy of +/- 3 meters.
 LB0526
 LB0526.The orthometric height was determined by differential leveling and
 LB0526.adjusted by the NATIONAL GEODETIC SURVEY
 LB0526.in June 1991.
 LB0526
 LB0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0526.GEOID18 height accuracy estimate available here.
 LB0526
 LB0526.Click photographs - Photos may exist for this station.
 LB0526
 LB0526.The dynamic height is computed by dividing the NAVD 88
 LB0526.geopotential number by the normal gravity value computed on the
 LB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0526.degrees latitude (g = 980.6199 gals.).
 LB0526
 LB0526.The modeled gravity was interpolated from observed gravity values.
 LB0526
 LB0526;                    North         East    Units  Estimated Accuracy
 LB0526;SPC IN W     -   558,252.6     971,508.7     MT  (+/- 3 meters HH1 GPS) 
 LB0526
 LB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6439758416(NAD 83)
 LB0526
 LB0526                          SUPERSEDED SURVEY CONTROL
 LB0526
 LB0526  NGVD 29 (??/??/92)  283.054  (m)          928.65   (f) ADJ UNCH    2 0
 LB0526
 LB0526.Superseded values are not recommended for survey control.
 LB0526
 LB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0526.See file dsdata.pdf to determine how the superseded data were derived.
 LB0526
 LB0526_MARKER: DB = BENCH MARK DISK
 LB0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0526_STAMPING: M 207 1946
 LB0526_MARK LOGO: CGS
 LB0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0526+STABILITY: SURFACE MOTION
 LB0526
 LB0526  HISTORY     - Date     Condition        Report By
 LB0526  HISTORY     - 1946     MONUMENTED       CGS
 LB0526
 LB0526                          STATION DESCRIPTION
 LB0526
 LB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0526'4.9 MI W FROM TETERSBURG.
 LB0526'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0526'AT TETERSBURG, ABOUT 0.25 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD,
 LB0526'AT A T FENCE CORNER IN THE NORTH RIGHT-OF-WAY FENCE, AND AT THE
 LB0526'TIPTON, CLINTON COUNTY LINE, 43 FEET NORTH-NORTHWEST AND ACROSS
 LB0526'THE HIGHWAY FROM THE COUNTY LINE SIGN, 28 FEET NORTH OF THE
 LB0526'CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A 10 INCH CHERRY
 LB0526'TREE, 12 FEET EAST OF THE T FENCE CORNER POST, ABOUT 0.5 FOOT
 LB0526'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0526'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0471 ***********************************************************************
 LB0471  DESIGNATION -  M 208
 LB0471  PID         -  LB0471
 LB0471  STATE/COUNTY-  IN/TIPTON
 LB0471  COUNTRY     -  US
 LB0471  USGS QUAD   -  TIPTON (2019)
 LB0471
 LB0471                         *CURRENT SURVEY CONTROL
 LB0471  ______________________________________________________________________
 LB0471* NAD 83(1986) POSITION- 40 21 43.     (N) 086 03 02.     (W)   SCALED
 LB0471* NAVD 88 ORTHO HEIGHT -   266.508 (meters)      874.37  (feet) ADJUSTED
 LB0471  ______________________________________________________________________
 LB0471  GEOID HEIGHT    -        -34.401 (meters)                     GEOID18
 LB0471  DYNAMIC HEIGHT  -        266.366 (meters)      873.90  (feet) COMP
 LB0471  MODELED GRAVITY -    980,087.2   (mgal)                       NAVD 88
 LB0471
 LB0471  VERT ORDER      -  SECOND    CLASS 0
 LB0471
 LB0471.The horizontal coordinates were scaled from a map and have
 LB0471.an estimated accuracy of +/- 6 seconds.
 LB0471
 LB0471.The orthometric height was determined by differential leveling and
 LB0471.adjusted by the NATIONAL GEODETIC SURVEY
 LB0471.in June 1991.
 LB0471
 LB0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0471.GEOID18 height accuracy estimate available here.
 LB0471
 LB0471.Click photographs - Photos may exist for this station.
 LB0471
 LB0471.The dynamic height is computed by dividing the NAVD 88
 LB0471.geopotential number by the normal gravity value computed on the
 LB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0471.degrees latitude (g = 980.6199 gals.).
 LB0471
 LB0471.The modeled gravity was interpolated from observed gravity values.
 LB0471
 LB0471;                    North         East    Units  Estimated Accuracy
 LB0471;SPC IN E     -   567,780.       67,390.      MT  (+/- 180 meters Scaled)
 LB0471
 LB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK806683(NAD 83)
 LB0471
 LB0471                          SUPERSEDED SURVEY CONTROL
 LB0471
 LB0471  NGVD 29 (??/??/92)  266.628  (m)          874.76   (f) ADJ UNCH    2 0
 LB0471
 LB0471.Superseded values are not recommended for survey control.
 LB0471
 LB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0471.See file dsdata.pdf to determine how the superseded data were derived.
 LB0471
 LB0471_MARKER: DB = BENCH MARK DISK
 LB0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0471_STAMPING: M 208 1946
 LB0471_MARK LOGO: CGS
 LB0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0471+STABILITY: SURFACE MOTION
 LB0471
 LB0471  HISTORY     - Date     Condition        Report By
 LB0471  HISTORY     - 1946     MONUMENTED       CGS
 LB0471
 LB0471                          STATION DESCRIPTION
 LB0471
 LB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0471'3.2 MI SE FROM SHARPSVILLE.
 LB0471'ABOUT 1.0 MILE EAST, THENCE ABOUT 1.25 MILE SOUTH, THENCE ABOUT
 LB0471'1.0 MILE EAST ALONG COUNTY ROADS FROM THE METHODIST CHURCH AT
 LB0471'SHARPSVILLE, ABOUT 1.0 MILE WEST OF THE INTERSECTION OF STATE
 LB0471'HIGHWAY 19, AT A NORTH-SOUTH GRAVEL CROSS ROAD, 39 FEET WEST
 LB0471'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET NORTH OF THE
 LB0471'CENTER LINE OF THE EAST-WEST ROAD, 16 FEET WEST OF A FENCE
 LB0471'CORNER POST, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LB0471'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0471'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0764 ***********************************************************************
 MD0764  DESIGNATION -  M 21
 MD0764  PID         -  MD0764
 MD0764  STATE/COUNTY-  IN/DE KALB
 MD0764  COUNTRY     -  US
 MD0764  USGS QUAD   -  WATERLOO (2019)
 MD0764
 MD0764                         *CURRENT SURVEY CONTROL
 MD0764  ______________________________________________________________________
 MD0764* NAD 83(1986) POSITION- 41 26 05.     (N) 085 06 50.     (W)   SCALED
 MD0764* NAVD 88 ORTHO HEIGHT -   285.395 (meters)      936.33  (feet) ADJUSTED
 MD0764  ______________________________________________________________________
 MD0764  GEOID HEIGHT    -        -33.124 (meters)                     GEOID18
 MD0764  DYNAMIC HEIGHT  -        285.282 (meters)      935.96  (feet) COMP
 MD0764  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 MD0764
 MD0764  VERT ORDER      -  SECOND    CLASS 0
 MD0764
 MD0764.The horizontal coordinates were scaled from a map and have
 MD0764.an estimated accuracy of +/- 6 seconds.
 MD0764
 MD0764.The orthometric height was determined by differential leveling and
 MD0764.adjusted by the NATIONAL GEODETIC SURVEY
 MD0764.in June 1991.
 MD0764
 MD0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0764.GEOID18 height accuracy estimate available here.
 MD0764
 MD0764.Click photographs - Photos may exist for this station.
 MD0764
 MD0764.The dynamic height is computed by dividing the NAVD 88
 MD0764.geopotential number by the normal gravity value computed on the
 MD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0764.degrees latitude (g = 980.6199 gals.).
 MD0764
 MD0764.The modeled gravity was interpolated from observed gravity values.
 MD0764
 MD0764;                    North         East    Units  Estimated Accuracy
 MD0764;SPC IN E     -   686,980.      146,200.      MT  (+/- 180 meters Scaled)
 MD0764
 MD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL575887(NAD 83)
 MD0764
 MD0764                          SUPERSEDED SURVEY CONTROL
 MD0764
 MD0764  NGVD 29 (??/??/92)  285.542  (m)          936.82   (f) ADJ UNCH    2 0
 MD0764
 MD0764.Superseded values are not recommended for survey control.
 MD0764
 MD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0764.See file dsdata.pdf to determine how the superseded data were derived.
 MD0764
 MD0764_MARKER: DB = BENCH MARK DISK
 MD0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0764_SP_SET: ABUTMENT
 MD0764_STAMPING: M 21 1934
 MD0764_MARK LOGO: CGS
 MD0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0764+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 MD0764
 MD0764  HISTORY     - Date     Condition        Report By
 MD0764  HISTORY     - 1934     MONUMENTED       CGS
 MD0764  HISTORY     - 1963     GOOD             CGS
 MD0764  HISTORY     - 20071110 GOOD             GEOCAC
 MD0764
 MD0764                          STATION DESCRIPTION
 MD0764
 MD0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0764'1.7 MI E FROM CORUNNA.
 MD0764'1.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE BRIDGE
 MD0764'OF NO. 327 INDIANA HWY. OR THE MAIN STREET IN CORUNNA OVER THE
 MD0764'RAILROAD, IN THE TOP OF COURSE OF STONE IN THE EAST
 MD0764'ABUTMENT-WINGWALL OF NO. 81-1/2 BRIDGE OVER NO. 17 COUNTY ROAD,
 MD0764'1.6 FEET SW OF NE END OF THE STONE COURSE, 1.2 FEET SE OF NW
 MD0764'FACE OF SAME, 12.0 FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS,
 MD0764'5.0 FEET LOWER THAN SAME.  THE BRIDGE IS ABOUT 24 FEET LONG AND
 MD0764'IS LOCATED ABOUT 0.3 MILE SOUTH OF NO. 6 U.S. HIGHWAY.
 MD0764
 MD0764                          STATION RECOVERY (2007)
 MD0764
 MD0764'RECOVERY NOTE BY GEOCACHING 2007 (KW)
 MD0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0351 ***********************************************************************
 LB0351  DESIGNATION -  M 211
 LB0351  PID         -  LB0351
 LB0351  STATE/COUNTY-  IN/TIPTON
 LB0351  COUNTRY     -  US
 LB0351  USGS QUAD   -  KEMPTON (2019)
 LB0351
 LB0351                         *CURRENT SURVEY CONTROL
 LB0351  ______________________________________________________________________
 LB0351* NAD 83(1986) POSITION- 40 22 05.     (N) 086 07 36.     (W)   SCALED
 LB0351* NAVD 88 ORTHO HEIGHT -   271.072 (meters)      889.34  (feet) ADJUSTED
 LB0351  ______________________________________________________________________
 LB0351  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 LB0351  DYNAMIC HEIGHT  -        270.928 (meters)      888.87  (feet) COMP
 LB0351  MODELED GRAVITY -    980,085.0   (mgal)                       NAVD 88
 LB0351
 LB0351  VERT ORDER      -  SECOND    CLASS 0
 LB0351
 LB0351.The horizontal coordinates were scaled from a map and have
 LB0351.an estimated accuracy of +/- 6 seconds.
 LB0351
 LB0351.The orthometric height was determined by differential leveling and
 LB0351.adjusted by the NATIONAL GEODETIC SURVEY
 LB0351.in June 1991.
 LB0351
 LB0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0351.GEOID18 height accuracy estimate available here.
 LB0351
 LB0351.Click photographs - Photos may exist for this station.
 LB0351
 LB0351.The dynamic height is computed by dividing the NAVD 88
 LB0351.geopotential number by the normal gravity value computed on the
 LB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0351.degrees latitude (g = 980.6199 gals.).
 LB0351
 LB0351.The modeled gravity was interpolated from observed gravity values.
 LB0351
 LB0351;                    North         East    Units  Estimated Accuracy
 LB0351;SPC IN E     -   568,490.       60,930.      MT  (+/- 180 meters Scaled)
 LB0351
 LB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741689(NAD 83)
 LB0351
 LB0351                          SUPERSEDED SURVEY CONTROL
 LB0351
 LB0351  NGVD 29 (??/??/92)  271.188  (m)          889.72   (f) ADJ UNCH    2 0
 LB0351
 LB0351.Superseded values are not recommended for survey control.
 LB0351
 LB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0351.See file dsdata.pdf to determine how the superseded data were derived.
 LB0351
 LB0351_MARKER: DB = BENCH MARK DISK
 LB0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0351_STAMPING: M 211 1946
 LB0351_MARK LOGO: CGS
 LB0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0351+STABILITY: SURFACE MOTION
 LB0351
 LB0351  HISTORY     - Date     Condition        Report By
 LB0351  HISTORY     - 1946     MONUMENTED       CGS
 LB0351
 LB0351                          STATION DESCRIPTION
 LB0351
 LB0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0351'8.3 MI S FROM KOKOMO.
 LB0351'ABOUT 8.3 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0351'AT KOKOMO, AT A CROSS ROAD, 39 FEET EAST OF THE CENTER LINE OF THE
 LB0351'HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL
 LB0351'ROAD, 18 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE
 LB0351'LINE, ABOUT 1 FOOT BELOW THE INTERSECTION AND SET IN THE TOP OF A
 LB0351'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0981 ***********************************************************************
 LA0981  DESIGNATION -  M 213
 LA0981  PID         -  LA0981
 LA0981  STATE/COUNTY-  IN/WELLS
 LA0981  COUNTRY     -  US
 LA0981  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0981
 LA0981                         *CURRENT SURVEY CONTROL
 LA0981  ______________________________________________________________________
 LA0981* NAD 83(1986) POSITION- 40 44 31.     (N) 085 19 58.     (W)   SCALED
 LA0981* NAVD 88 ORTHO HEIGHT -   256.043 (meters)      840.03  (feet) ADJUSTED
 LA0981  ______________________________________________________________________
 LA0981  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 LA0981  DYNAMIC HEIGHT  -        255.919 (meters)      839.63  (feet) COMP
 LA0981  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 LA0981
 LA0981  VERT ORDER      -  SECOND    CLASS 0
 LA0981
 LA0981.The horizontal coordinates were scaled from a map and have
 LA0981.an estimated accuracy of +/- 6 seconds.
 LA0981
 LA0981.The orthometric height was determined by differential leveling and
 LA0981.adjusted by the NATIONAL GEODETIC SURVEY
 LA0981.in June 1991.
 LA0981
 LA0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0981.GEOID18 height accuracy estimate available here.
 LA0981
 LA0981.Click photographs - Photos may exist for this station.
 LA0981
 LA0981.The dynamic height is computed by dividing the NAVD 88
 LA0981.geopotential number by the normal gravity value computed on the
 LA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0981.degrees latitude (g = 980.6199 gals.).
 LA0981
 LA0981.The modeled gravity was interpolated from observed gravity values.
 LA0981
 LA0981;                    North         East    Units  Estimated Accuracy
 LA0981;SPC IN E     -   609,960.      128,200.      MT  (+/- 180 meters Scaled)
 LA0981
 LA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL407114(NAD 83)
 LA0981
 LA0981                          SUPERSEDED SURVEY CONTROL
 LA0981
 LA0981  NGVD 29 (??/??/92)  256.178  (m)          840.48   (f) ADJ UNCH    2 0
 LA0981
 LA0981.Superseded values are not recommended for survey control.
 LA0981
 LA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0981.See file dsdata.pdf to determine how the superseded data were derived.
 LA0981
 LA0981_MARKER: DB = BENCH MARK DISK
 LA0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0981_SP_SET: BRIDGE
 LA0981_STAMPING: M 213 1947
 LA0981_MARK LOGO: CGS
 LA0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0981
 LA0981  HISTORY     - Date     Condition        Report By
 LA0981  HISTORY     - 1947     MONUMENTED       CGS
 LA0981  HISTORY     - 1965     GOOD             CGS
 LA0981
 LA0981                          STATION DESCRIPTION
 LA0981
 LA0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0981'3.1 MI E FROM PLUM TREE.
 LA0981'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN
 LA0981'CHURCH AT PLUM TREE, ABOUT 0.1 MILE EAST OF THE HUNTINGTON-WELLS
 LA0981'COUNTY LINE, SET IN THE TOP OF THE SOUTH END OF THE NORTHWEST
 LA0981'WING WALL OF A 16-FOOT CONCRETE HIGHWAY BRIDGE, 18 FEET NORTH
 LA0981'OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 LA0981
 LA0981                          STATION RECOVERY (1965)
 LA0981
 LA0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0913 ***********************************************************************
 LA0913  DESIGNATION -  M 214
 LA0913  PID         -  LA0913
 LA0913  STATE/COUNTY-  IN/WELLS
 LA0913  COUNTRY     -  US
 LA0913  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0913
 LA0913                         *CURRENT SURVEY CONTROL
 LA0913  ______________________________________________________________________
 LA0913* NAD 83(1986) POSITION- 40 38 21.19   (N) 085 22 18.95   (W)   HD_HELD1
 LA0913* NAVD 88 ORTHO HEIGHT -   252.586 (meters)      828.69  (feet) ADJUSTED
 LA0913  ______________________________________________________________________
 LA0913  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 LA0913  DYNAMIC HEIGHT  -        252.459 (meters)      828.28  (feet) COMP
 LA0913  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LA0913
 LA0913  VERT ORDER      -  SECOND    CLASS 0
 LA0913
 LA0913.The horizontal coordinates were determined by differentially corrected
 LA0913.hand held GPS observations or other comparable positioning techniques
 LA0913.and have an estimated accuracy of +/- 3 meters.
 LA0913
 LA0913.The orthometric height was determined by differential leveling and
 LA0913.adjusted by the NATIONAL GEODETIC SURVEY
 LA0913.in June 1991.
 LA0913
 LA0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0913.GEOID18 height accuracy estimate available here.
 LA0913
 LA0913.Click photographs - Photos may exist for this station.
 LA0913
 LA0913.The dynamic height is computed by dividing the NAVD 88
 LA0913.geopotential number by the normal gravity value computed on the
 LA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0913.degrees latitude (g = 980.6199 gals.).
 LA0913
 LA0913.The modeled gravity was interpolated from observed gravity values.
 LA0913
 LA0913;                    North         East    Units  Estimated Accuracy
 LA0913;SPC IN E     -   598,536.5     124,931.6     MT  (+/- 3 meters HH1 GPS) 
 LA0913
 LA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3766999982(NAD 83)
 LA0913
 LA0913                          SUPERSEDED SURVEY CONTROL
 LA0913
 LA0913  NGVD 29 (??/??/92)  252.720  (m)          829.13   (f) ADJ UNCH    2 0
 LA0913
 LA0913.Superseded values are not recommended for survey control.
 LA0913
 LA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0913.See file dsdata.pdf to determine how the superseded data were derived.
 LA0913
 LA0913_MARKER: DB = BENCH MARK DISK
 LA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0913_STAMPING: M 214 1947
 LA0913_MARK LOGO: CGS
 LA0913_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0913+STABILITY: SURFACE MOTION
 LA0913
 LA0913  HISTORY     - Date     Condition        Report By
 LA0913  HISTORY     - 1947     MONUMENTED       CGS
 LA0913
 LA0913                          STATION DESCRIPTION
 LA0913
 LA0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0913'12.8 MI N FROM HARTFORD CITY.
 LA0913'ABOUT 12.75 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY
 LA0913'SCHOOL AT HARTFORD CITY, ABOUT 1.05 MILES SOUTH OF THE
 LA0913'HUNTINGTON-WELLS COUNTY LINE AND THE JUNCTION OF STATE HIGHWAY
 LA0913'5 WEST AND 118 EAST, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA0913'EAST, 88 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 LA0913'CORNER OF JONES CEMETERY, 52.5 FEET SOUTH OF THE CENTER LINE
 LA0913'OF THE SIDE ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0913'20 FEET NORTHWEST OF THE NORTHWEST CORNER OF A MONUMENT TO THE
 LA0913'FIRST SCHOOL BUILT IN JACKSON TOWNSHIP, 4 FEET NORTH OF A FENCE
 LA0913'CORNER, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0913'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0913'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0935 ***********************************************************************
 LA0935  DESIGNATION -  M 215
 LA0935  PID         -  LA0935
 LA0935  STATE/COUNTY-  IN/BLACKFORD
 LA0935  COUNTRY     -  US
 LA0935  USGS QUAD   -  MONTPELIER (2019)
 LA0935
 LA0935                         *CURRENT SURVEY CONTROL
 LA0935  ______________________________________________________________________
 LA0935* NAD 83(1986) POSITION- 40 33 14.6    (N) 085 16 37.4    (W)   HD_HELD2
 LA0935* NAVD 88 ORTHO HEIGHT -   265.933 (meters)      872.48  (feet) ADJUSTED
 LA0935  ______________________________________________________________________
 LA0935  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LA0935  DYNAMIC HEIGHT  -        265.798 (meters)      872.04  (feet) COMP
 LA0935  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 LA0935
 LA0935  VERT ORDER      -  SECOND    CLASS 0
 LA0935
 LA0935.The horizontal coordinates were established by autonomous hand held GPS
 LA0935.observations and have an estimated accuracy of +/- 10 meters.
 LA0935
 LA0935.The orthometric height was determined by differential leveling and
 LA0935.adjusted by the NATIONAL GEODETIC SURVEY
 LA0935.in June 1991.
 LA0935
 LA0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0935.GEOID18 height accuracy estimate available here.
 LA0935
 LA0935.Click photographs - Photos may exist for this station.
 LA0935
 LA0935.The dynamic height is computed by dividing the NAVD 88
 LA0935.geopotential number by the normal gravity value computed on the
 LA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0935.degrees latitude (g = 980.6199 gals.).
 LA0935
 LA0935.The modeled gravity was interpolated from observed gravity values.
 LA0935
 LA0935;                    North         East    Units  Estimated Accuracy
 LA0935;SPC IN E     -   589,111.      132,999.      MT  (+/- 10 meters HH2 GPS)
 LA0935
 LA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4587790681(NAD 83)
 LA0935
 LA0935                          SUPERSEDED SURVEY CONTROL
 LA0935
 LA0935  NGVD 29 (??/??/92)  266.068  (m)          872.92   (f) ADJ UNCH    2 0
 LA0935
 LA0935.Superseded values are not recommended for survey control.
 LA0935
 LA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0935.See file dsdata.pdf to determine how the superseded data were derived.
 LA0935
 LA0935_MARKER: DB = BENCH MARK DISK
 LA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0935_SP_SET: WATER TABLE
 LA0935_STAMPING: M 215 1947
 LA0935_MARK LOGO: CGS
 LA0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0935+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2017
 LA0935
 LA0935  HISTORY     - Date     Condition        Report By
 LA0935  HISTORY     - 1947     MONUMENTED       CGS
 LA0935  HISTORY     - 1970     GOOD             NGS
 LA0935  HISTORY     - 20170507 GOOD             GEOCAC
 LA0935
 LA0935                          STATION DESCRIPTION
 LA0935
 LA0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0935'AT MONTPELIER.
 LA0935'AT MONTPELIER, ABOUT 100 YARDS NORTHEAST AND ACROSS THE
 LA0935'INTERSECTION OF STATE HIGHWAYS 18 AND 303 FROM THE POST OFFICE,
 LA0935'SET VERTICALLY IN THE SOUTH FACE OF THE STONE WATER TABLE OF THE
 LA0935'FIRST BAPTIST CHURCH, 1 FOOT WEST OF THE SOUTHEAST CORNER OF THE
 LA0935'CHURCH AND ABOUT 2 FEET ABOVE THE GROUND.
 LA0935
 LA0935                          STATION RECOVERY (1970)
 LA0935
 LA0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0935'RECOVERED IN GOOD CONDITION.
 LA0935
 LA0935                          STATION RECOVERY (2017)
 LA0935
 LA0935'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 LA0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0954 ***********************************************************************
 LA0954  DESIGNATION -  M 216
 LA0954  PID         -  LA0954
 LA0954  STATE/COUNTY-  IN/WELLS
 LA0954  COUNTRY     -  US
 LA0954  USGS QUAD   -  BLUFFTON (2019)
 LA0954
 LA0954                         *CURRENT SURVEY CONTROL
 LA0954  ______________________________________________________________________
 LA0954* NAD 83(1986) POSITION- 40 39 16.     (N) 085 14 25.     (W)   SCALED
 LA0954* NAVD 88 ORTHO HEIGHT -   259.842 (meters)      852.50  (feet) ADJUSTED
 LA0954  ______________________________________________________________________
 LA0954  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 LA0954  DYNAMIC HEIGHT  -        259.713 (meters)      852.08  (feet) COMP
 LA0954  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 LA0954
 LA0954  VERT ORDER      -  SECOND    CLASS 0
 LA0954
 LA0954.The horizontal coordinates were scaled from a map and have
 LA0954.an estimated accuracy of +/- 6 seconds.
 LA0954
 LA0954.The orthometric height was determined by differential leveling and
 LA0954.adjusted by the NATIONAL GEODETIC SURVEY
 LA0954.in June 1991.
 LA0954
 LA0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0954.GEOID18 height accuracy estimate available here.
 LA0954
 LA0954.Click photographs - Photos may exist for this station.
 LA0954
 LA0954.The dynamic height is computed by dividing the NAVD 88
 LA0954.geopotential number by the normal gravity value computed on the
 LA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0954.degrees latitude (g = 980.6199 gals.).
 LA0954
 LA0954.The modeled gravity was interpolated from observed gravity values.
 LA0954
 LA0954;                    North         East    Units  Estimated Accuracy
 LA0954;SPC IN E     -   600,270.      136,060.      MT  (+/- 180 meters Scaled)
 LA0954
 LA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL487018(NAD 83)
 LA0954
 LA0954                          SUPERSEDED SURVEY CONTROL
 LA0954
 LA0954  NGVD 29 (??/??/92)  259.978  (m)          852.94   (f) ADJ UNCH    2 0
 LA0954
 LA0954.Superseded values are not recommended for survey control.
 LA0954
 LA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0954.See file dsdata.pdf to determine how the superseded data were derived.
 LA0954
 LA0954_MARKER: DB = BENCH MARK DISK
 LA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0954_STAMPING: M 216 1947
 LA0954_MARK LOGO: CGS
 LA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0954+STABILITY: SURFACE MOTION
 LA0954
 LA0954  HISTORY     - Date     Condition        Report By
 LA0954  HISTORY     - 1947     MONUMENTED       CGS
 LA0954  HISTORY     - 1968     GOOD             CGS
 LA0954
 LA0954                          STATION DESCRIPTION
 LA0954
 LA0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0954'0.8 MI W FROM PONETO.
 LA0954'0.8 MILE WEST ALONG S.R. 218 FROM THE CROSSING OF THE NEW
 LA0954'YORK-CHI. AND ST. LOUIS RR AT PONETO, AT A GRAVEL CROSSROAD,
 LA0954'(100 WEST) 29 FT. EAST OF THE C/L OF THE CROSSROAD, 39 FT. NORTH
 LA0954'OF THE C/L OF THE HIGHWAY, 39 FT. WEST OF PWP 312980 10 FT.
 LA0954'EAST OF THE FENCE CORNER, 1 FT. SOUTH OF THE FENCE LINE, 1 FT.
 LA0954'WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0954'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1233 ***********************************************************************
 LA1233  DESIGNATION -  M 217
 LA1233  PID         -  LA1233
 LA1233  STATE/COUNTY-  IN/DELAWARE
 LA1233  COUNTRY     -  US
 LA1233  USGS QUAD   -  WHEELING (2019)
 LA1233
 LA1233                         *CURRENT SURVEY CONTROL
 LA1233  ______________________________________________________________________
 LA1233* NAD 83(1986) POSITION- 40 21 11.     (N) 085 27 53.     (W)   SCALED
 LA1233* NAVD 88 ORTHO HEIGHT -   270.723 (meters)      888.20  (feet) ADJUSTED
 LA1233  ______________________________________________________________________
 LA1233  GEOID HEIGHT    -        -34.047 (meters)                     GEOID18
 LA1233  DYNAMIC HEIGHT  -        270.584 (meters)      887.74  (feet) COMP
 LA1233  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 LA1233
 LA1233  VERT ORDER      -  SECOND    CLASS 0
 LA1233
 LA1233.The horizontal coordinates were scaled from a map and have
 LA1233.an estimated accuracy of +/- 6 seconds.
 LA1233
 LA1233.The orthometric height was determined by differential leveling and
 LA1233.adjusted by the NATIONAL GEODETIC SURVEY
 LA1233.in June 1991.
 LA1233
 LA1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1233.GEOID18 height accuracy estimate available here.
 LA1233
 LA1233.Click photographs - Photos may exist for this station.
 LA1233
 LA1233.The dynamic height is computed by dividing the NAVD 88
 LA1233.geopotential number by the normal gravity value computed on the
 LA1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1233.degrees latitude (g = 980.6199 gals.).
 LA1233
 LA1233.The modeled gravity was interpolated from observed gravity values.
 LA1233
 LA1233;                    North         East    Units  Estimated Accuracy
 LA1233;SPC IN E     -   566,740.      117,160.      MT  (+/- 180 meters Scaled)
 LA1233
 LA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK303680(NAD 83)
 LA1233
 LA1233                          SUPERSEDED SURVEY CONTROL
 LA1233
 LA1233  NGVD 29 (??/??/92)  270.860  (m)          888.65   (f) ADJ UNCH    2 0
 LA1233
 LA1233.Superseded values are not recommended for survey control.
 LA1233
 LA1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1233.See file dsdata.pdf to determine how the superseded data were derived.
 LA1233
 LA1233_MARKER: DB = BENCH MARK DISK
 LA1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1233_STAMPING: M 217 1947
 LA1233_MARK LOGO: CGS
 LA1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1233+STABILITY: SURFACE MOTION
 LA1233
 LA1233  HISTORY     - Date     Condition        Report By
 LA1233  HISTORY     - 1947     MONUMENTED       CGS
 LA1233
 LA1233                          STATION DESCRIPTION
 LA1233
 LA1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1233'0.8 MI SE FROM WHEELING.
 LA1233'ABOUT 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE ROAD
 LA1233'JUNCTION AT WHEELING, ABOUT 2.25 MILES NORTHWEST OF THE CROSSROADS
 LA1233'AT STOCKPORT, AT THE JUNCTION OF A FARM LANE LEADING EAST INTO
 LA1233'P.M. BAKERS FARM, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1233'19 FEET NORTH OF THE CENTER LINE OF THE FARM LANE, 13.5 FEET
 LA1233'SOUTHEAST OF TELEPHONE POLE NO. 496, 9.5 FEET NORTH OF A FENCE
 LA1233'CORNER, 1 FOOT WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 LA1233'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA1233'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1517 ***********************************************************************
 LA1517  DESIGNATION -  M 218
 LA1517  PID         -  LA1517
 LA1517  STATE/COUNTY-  IN/MADISON
 LA1517  COUNTRY     -  US
 LA1517  USGS QUAD   -  GILMAN (2019)
 LA1517
 LA1517                         *CURRENT SURVEY CONTROL
 LA1517  ______________________________________________________________________
 LA1517* NAD 83(1986) POSITION- 40 11 38.     (N) 085 34 32.     (W)   SCALED
 LA1517* NAVD 88 ORTHO HEIGHT -   274.364 (meters)      900.14  (feet) ADJUSTED
 LA1517  ______________________________________________________________________
 LA1517  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 LA1517  DYNAMIC HEIGHT  -        274.219 (meters)      899.67  (feet) COMP
 LA1517  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LA1517
 LA1517  VERT ORDER      -  SECOND    CLASS 0
 LA1517
 LA1517.The horizontal coordinates were scaled from a map and have
 LA1517.an estimated accuracy of +/- 6 seconds.
 LA1517
 LA1517.The orthometric height was determined by differential leveling and
 LA1517.adjusted by the NATIONAL GEODETIC SURVEY
 LA1517.in June 1991.
 LA1517
 LA1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1517.GEOID18 height accuracy estimate available here.
 LA1517
 LA1517.Click photographs - Photos may exist for this station.
 LA1517
 LA1517.The dynamic height is computed by dividing the NAVD 88
 LA1517.geopotential number by the normal gravity value computed on the
 LA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1517.degrees latitude (g = 980.6199 gals.).
 LA1517
 LA1517.The modeled gravity was interpolated from observed gravity values.
 LA1517
 LA1517;                    North         East    Units  Estimated Accuracy
 LA1517;SPC IN E     -   549,050.      107,760.      MT  (+/- 180 meters Scaled)
 LA1517
 LA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212502(NAD 83)
 LA1517
 LA1517                          SUPERSEDED SURVEY CONTROL
 LA1517
 LA1517  NGVD 29 (??/??/92)  274.504  (m)          900.60   (f) ADJ UNCH    2 0
 LA1517
 LA1517.Superseded values are not recommended for survey control.
 LA1517
 LA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1517.See file dsdata.pdf to determine how the superseded data were derived.
 LA1517
 LA1517_MARKER: DB = BENCH MARK DISK
 LA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1517_STAMPING: M 218 1947
 LA1517_MARK LOGO: CGS
 LA1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1517+STABILITY: SURFACE MOTION
 LA1517
 LA1517  HISTORY     - Date     Condition        Report By
 LA1517  HISTORY     - 1947     MONUMENTED       CGS
 LA1517
 LA1517                          STATION DESCRIPTION
 LA1517
 LA1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1517'2.7 MI S FROM GILMAN.
 LA1517'ABOUT 2.7 MILES SOUTH ALONG THE DELAWARE-MADISON COUNTY LINE
 LA1517'ROAD FROM THE CROSSROADS AT GILMAN, AT AN EAST-WEST GRAVEL CROSS
 LA1517'ROAD, 49.5 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16
 LA1517'FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 32 FEET
 LA1517'NORTH OF POWER POLE NO. MA 561, IN LINE WITH THE ROW OF POLES,
 LA1517'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1517'THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1517'5 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS
 LA1517'AT MOONVILLE, MADISON COUNTY BY GOING ABOUT 1.35 MILES EAST
 LA1517'ALONG A GRAVEL COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1213 ***********************************************************************
 LA1213  DESIGNATION -  M 219
 LA1213  PID         -  LA1213
 LA1213  STATE/COUNTY-  IN/DELAWARE
 LA1213  COUNTRY     -  US
 LA1213  USGS QUAD   -  MUNCIE WEST (2019)
 LA1213
 LA1213                         *CURRENT SURVEY CONTROL
 LA1213  ______________________________________________________________________
 LA1213* NAD 83(1986) POSITION- 40 11 50.     (N) 085 23 21.     (W)   SCALED
 LA1213* NAVD 88 ORTHO HEIGHT -   285.337 (meters)      936.14  (feet) ADJUSTED
 LA1213  ______________________________________________________________________
 LA1213  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 LA1213  DYNAMIC HEIGHT  -        285.185 (meters)      935.64  (feet) COMP
 LA1213  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LA1213
 LA1213  VERT ORDER      -  SECOND    CLASS 0
 LA1213
 LA1213.The horizontal coordinates were scaled from a map and have
 LA1213.an estimated accuracy of +/- 6 seconds.
 LA1213
 LA1213.The orthometric height was determined by differential leveling and
 LA1213.adjusted by the NATIONAL GEODETIC SURVEY
 LA1213.in June 1991.
 LA1213
 LA1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1213.GEOID18 height accuracy estimate available here.
 LA1213
 LA1213.Click photographs - Photos may exist for this station.
 LA1213
 LA1213.The dynamic height is computed by dividing the NAVD 88
 LA1213.geopotential number by the normal gravity value computed on the
 LA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1213.degrees latitude (g = 980.6199 gals.).
 LA1213
 LA1213.The modeled gravity was interpolated from observed gravity values.
 LA1213
 LA1213;                    North         East    Units  Estimated Accuracy
 LA1213;SPC IN E     -   549,450.      123,630.      MT  (+/- 180 meters Scaled)
 LA1213
 LA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK371508(NAD 83)
 LA1213
 LA1213                          SUPERSEDED SURVEY CONTROL
 LA1213
 LA1213  NGVD 29 (??/??/92)  285.473  (m)          936.59   (f) ADJ UNCH    2 0
 LA1213
 LA1213.Superseded values are not recommended for survey control.
 LA1213
 LA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1213.See file dsdata.pdf to determine how the superseded data were derived.
 LA1213
 LA1213_MARKER: DB = BENCH MARK DISK
 LA1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1213_SP_SET: BRIDGE
 LA1213_STAMPING: M 219 1947
 LA1213_MARK LOGO: CGS
 LA1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1213
 LA1213  HISTORY     - Date     Condition        Report By
 LA1213  HISTORY     - 1947     MONUMENTED       CGS
 LA1213
 LA1213                          STATION DESCRIPTION
 LA1213
 LA1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1213'AT MUNCIE.
 LA1213'AT MUNCIE, ABOUT 0.25 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM
 LA1213'THE COURT HOUSE, SET IN THE TOP OF THE EAST END OF THE WEST
 LA1213'WING WALL AT THE NORTHWEST END OF THE CONCRETE BRIDGE OVER THE
 LA1213'WEST FORK OF WHITE RIVER, 27.5 FEET SOUTHWEST OF THE CENTER LINE
 LA1213'OF THE HIGHWAY, 1.2 FEET SOUTHWEST OF THE CONCRETE RAILING AND
 LA1213'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0692 ***********************************************************************
 MD0692  DESIGNATION -  M 22
 MD0692  PID         -  MD0692
 MD0692  STATE/COUNTY-  IN/DE KALB
 MD0692  COUNTRY     -  US
 MD0692  USGS QUAD   -  AUBURN (2019)
 MD0692
 MD0692                         *CURRENT SURVEY CONTROL
 MD0692  ______________________________________________________________________
 MD0692* NAD 83(1986) POSITION- 41 21 10.9    (N) 085 04 25.8    (W)   HD_HELD2
 MD0692* NAVD 88 ORTHO HEIGHT -   264.420 (meters)      867.52  (feet) ADJUSTED
 MD0692  ______________________________________________________________________
 MD0692  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 MD0692  DYNAMIC HEIGHT  -        264.313 (meters)      867.17  (feet) COMP
 MD0692  MODELED GRAVITY -    980,212.6   (mgal)                       NAVD 88
 MD0692
 MD0692  VERT ORDER      -  SECOND    CLASS 0
 MD0692
 MD0692.The horizontal coordinates were established by autonomous hand held GPS
 MD0692.observations and have an estimated accuracy of +/- 10 meters.
 MD0692
 MD0692.The orthometric height was determined by differential leveling and
 MD0692.adjusted by the NATIONAL GEODETIC SURVEY
 MD0692.in June 1991.
 MD0692
 MD0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0692.GEOID18 height accuracy estimate available here.
 MD0692
 MD0692.Click photographs - Photos may exist for this station.
 MD0692
 MD0692.The dynamic height is computed by dividing the NAVD 88
 MD0692.geopotential number by the normal gravity value computed on the
 MD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0692.degrees latitude (g = 980.6199 gals.).
 MD0692
 MD0692.The modeled gravity was interpolated from observed gravity values.
 MD0692
 MD0692;                    North         East    Units  Estimated Accuracy
 MD0692;SPC IN E     -   677,933.      149,610.      MT  (+/- 10 meters HH2 GPS)
 MD0692
 MD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6113079737(NAD 83)
 MD0692
 MD0692                          SUPERSEDED SURVEY CONTROL
 MD0692
 MD0692  NGVD 29 (??/??/92)  264.567  (m)          868.00   (f) ADJ UNCH    2 0
 MD0692
 MD0692.Superseded values are not recommended for survey control.
 MD0692
 MD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0692.See file dsdata.pdf to determine how the superseded data were derived.
 MD0692
 MD0692_MARKER: DB = BENCH MARK DISK
 MD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0692_STAMPING: M 22 1934
 MD0692_MARK LOGO: CGS
 MD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0692+STABILITY: SURFACE MOTION
 MD0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0692+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2006
 MD0692
 MD0692  HISTORY     - Date     Condition        Report By
 MD0692  HISTORY     - 1934     MONUMENTED       CGS
 MD0692  HISTORY     - 1961     GOOD             CGS
 MD0692  HISTORY     - 20061211 GOOD             SCOENG
 MD0692  HISTORY     - 20080329 GOOD             GEOCAC
 MD0692
 MD0692                          STATION DESCRIPTION
 MD0692
 MD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0692'1.1 MI SW FROM AUBURN.
 MD0692'ABOUT 1.1 MILES SW ALONG THE FORT WAYNE BRANCH OF THE NEW YORK
 MD0692'CENTRAL RAILROAD FROM THE SITE OF NOW REMOVED STATION AT THE
 MD0692'W. SEVENTH STREET CROSSING IN AUBURN, 0.1 MILE N OF THE ENSLEY
 MD0692'TRAFFIC CONTROL TOWER AT THE INTERSECTION OF THE SAID AND THE
 MD0692'BALTIMORE AND OHIO RAILROADS, 0.1 MILE W OF THE COUNTY
 MD0692'ROAD-MAINTENANCE DEPOT, 47.4 FEET NW OF NW RAIL OF MAIN LINE
 MD0692'OR 19.0 FEET NW OF NW RAIL OF SIDE TRACK OF THE BRANCH LINE
 MD0692'R.R., 24 FEET S OF CENTER LINE OF 16-FOOT ASPHALT STREET, 0.6
 MD0692'FOOT HIGHER THAN SAME, 0.4 FOOT LOWER THAN TOP OF RAILS, 5 FEET
 MD0692'ENE OF TELEPHONE-CABLE POLE, 1.3 FEET SE OF STEEL WITNESS POST,
 MD0692'AND PROJECTING 0.6 FOOT ABOVE GROUND.
 MD0692
 MD0692                          STATION RECOVERY (2006)
 MD0692
 MD0692'RECOVERY NOTE BY SCO ENGINEERING 2006 (TPD)
 MD0692'RECOVERED IN GOOD CONDITION.
 MD0692
 MD0692                          STATION RECOVERY (2008)
 MD0692
 MD0692'RECOVERY NOTE BY GEOCACHING 2008 (KW)
 MD0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1251 ***********************************************************************
 LA1251  DESIGNATION -  M 220
 LA1251  PID         -  LA1251
 LA1251  STATE/COUNTY-  IN/DELAWARE
 LA1251  COUNTRY     -  US
 LA1251  USGS QUAD   -  EATON (2019)
 LA1251
 LA1251                         *CURRENT SURVEY CONTROL
 LA1251  ______________________________________________________________________
 LA1251* NAD 83(1986) POSITION- 40 21 22.     (N) 085 17 08.     (W)   SCALED
 LA1251* NAVD 88 ORTHO HEIGHT -   280.840 (meters)      921.39  (feet) ADJUSTED
 LA1251  ______________________________________________________________________
 LA1251  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 LA1251  DYNAMIC HEIGHT  -        280.695 (meters)      920.91  (feet) COMP
 LA1251  MODELED GRAVITY -    980,102.0   (mgal)                       NAVD 88
 LA1251
 LA1251  VERT ORDER      -  SECOND    CLASS 0
 LA1251
 LA1251.The horizontal coordinates were scaled from a map and have
 LA1251.an estimated accuracy of +/- 6 seconds.
 LA1251
 LA1251.The orthometric height was determined by differential leveling and
 LA1251.adjusted by the NATIONAL GEODETIC SURVEY
 LA1251.in June 1991.
 LA1251
 LA1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1251.GEOID18 height accuracy estimate available here.
 LA1251
 LA1251.Click photographs - Photos may exist for this station.
 LA1251
 LA1251.The dynamic height is computed by dividing the NAVD 88
 LA1251.geopotential number by the normal gravity value computed on the
 LA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1251.degrees latitude (g = 980.6199 gals.).
 LA1251
 LA1251.The modeled gravity was interpolated from observed gravity values.
 LA1251
 LA1251;                    North         East    Units  Estimated Accuracy
 LA1251;SPC IN E     -   567,130.      132,370.      MT  (+/- 180 meters Scaled)
 LA1251
 LA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455686(NAD 83)
 LA1251
 LA1251                          SUPERSEDED SURVEY CONTROL
 LA1251
 LA1251  NGVD 29 (??/??/92)  280.976  (m)          921.84   (f) ADJ UNCH    2 0
 LA1251
 LA1251.Superseded values are not recommended for survey control.
 LA1251
 LA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1251.See file dsdata.pdf to determine how the superseded data were derived.
 LA1251
 LA1251_MARKER: DB = BENCH MARK DISK
 LA1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1251_STAMPING: M 220 1947
 LA1251_MARK LOGO: CGS
 LA1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1251+STABILITY: SURFACE MOTION
 LA1251
 LA1251  HISTORY     - Date     Condition        Report By
 LA1251  HISTORY     - 1947     MONUMENTED       CGS
 LA1251
 LA1251                          STATION DESCRIPTION
 LA1251
 LA1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1251'3.8 MI SW FROM MILGROVE.
 LA1251'ABOUT 2.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1251'MILGROVE, THENCE ABOUT 0.5 MILE WEST, THENCE ABOUT 0.5 MILE
 LA1251'SOUTH ALONG A BLACK TOP ROAD, ABOUT 0.5 MILE NORTH OF THE
 LA1251'CROSSROADS AT UNION CHAPEL CHURCH, AT THE JUNCTION OF A ROAD
 LA1251'LEADING EAST, 62 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1251'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 41.5
 LA1251'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE,
 LA1251'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1251'THE SIDE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1251'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0553 ***********************************************************************
 MD0553  DESIGNATION -  M 221
 MD0553  PID         -  MD0553
 MD0553  STATE/COUNTY-  IN/ALLEN
 MD0553  COUNTRY     -  US
 MD0553  USGS QUAD   -  MAPLES (2019)
 MD0553
 MD0553                         *CURRENT SURVEY CONTROL
 MD0553  ______________________________________________________________________
 MD0553* NAD 83(1986) POSITION- 41 01 15.     (N) 084 58 10.     (W)   SCALED
 MD0553* NAVD 88 ORTHO HEIGHT -   243.153 (meters)      797.74  (feet) ADJUSTED
 MD0553  ______________________________________________________________________
 MD0553  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 MD0553  DYNAMIC HEIGHT  -        243.053 (meters)      797.42  (feet) COMP
 MD0553  MODELED GRAVITY -    980,205.8   (mgal)                       NAVD 88
 MD0553
 MD0553  VERT ORDER      -  SECOND    CLASS 0
 MD0553
 MD0553.The horizontal coordinates were scaled from a map and have
 MD0553.an estimated accuracy of +/- 6 seconds.
 MD0553
 MD0553.The orthometric height was determined by differential leveling and
 MD0553.adjusted by the NATIONAL GEODETIC SURVEY
 MD0553.in June 1991.
 MD0553
 MD0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0553.GEOID18 height accuracy estimate available here.
 MD0553
 MD0553.Click photographs - Photos may exist for this station.
 MD0553
 MD0553.The dynamic height is computed by dividing the NAVD 88
 MD0553.geopotential number by the normal gravity value computed on the
 MD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0553.degrees latitude (g = 980.6199 gals.).
 MD0553
 MD0553.The modeled gravity was interpolated from observed gravity values.
 MD0553
 MD0553;                    North         East    Units  Estimated Accuracy
 MD0553;SPC IN E     -   641,110.      158,640.      MT  (+/- 180 meters Scaled)
 MD0553
 MD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL707430(NAD 83)
 MD0553
 MD0553                          SUPERSEDED SURVEY CONTROL
 MD0553
 MD0553  NGVD 29 (??/??/92)  243.308  (m)          798.25   (f) ADJ UNCH    2 0
 MD0553
 MD0553.Superseded values are not recommended for survey control.
 MD0553
 MD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0553.See file dsdata.pdf to determine how the superseded data were derived.
 MD0553
 MD0553_MARKER: DB = BENCH MARK DISK
 MD0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0553_STAMPING: M 221 1947
 MD0553_MARK LOGO: CGS
 MD0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0553+STABILITY: SURFACE MOTION
 MD0553
 MD0553  HISTORY     - Date     Condition        Report By
 MD0553  HISTORY     - 1947     MONUMENTED       CGS
 MD0553  HISTORY     - 1968     GOOD             INHD
 MD0553
 MD0553                          STATION DESCRIPTION
 MD0553
 MD0553'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0553'0.6 MI N FROM MAPLES.
 MD0553'ABOUT 0.55 MILES NORTH ALONG A BLACKTOP ROAD FROM THE CROSSING OF
 MD0553'THE PENN. R.R. AT MAPLES, AT A BLACKTOP ROAD CROSSING, 32 FT.
 MD0553'EAST OF THE NORTH-SOUTH ROAD, 33 FT. NORTH OF THE EAST-WEST ROAD.
 MD0553'17.5 FT. SOUTHEAST OF A PWP. 20898, 1.5 FT. SOUTHWEST OF A WIRE
 MD0553'FENCE, 2 FT. SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 MD0553'THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0559 ***********************************************************************
 MD0559  DESIGNATION -  M 222
 MD0559  PID         -  MD0559
 MD0559  STATE/COUNTY-  IN/ALLEN
 MD0559  COUNTRY     -  US
 MD0559  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0559
 MD0559                         *CURRENT SURVEY CONTROL
 MD0559  ______________________________________________________________________
 MD0559* NAD 83(1986) POSITION- 41 01 03.     (N) 084 51 49.     (W)   SCALED
 MD0559* NAVD 88 ORTHO HEIGHT -   235.118 (meters)      771.38  (feet) ADJUSTED
 MD0559  ______________________________________________________________________
 MD0559  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 MD0559  DYNAMIC HEIGHT  -        235.020 (meters)      771.06  (feet) COMP
 MD0559  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 MD0559
 MD0559  VERT ORDER      -  SECOND    CLASS 0
 MD0559
 MD0559.The horizontal coordinates were scaled from a map and have
 MD0559.an estimated accuracy of +/- 6 seconds.
 MD0559
 MD0559.The orthometric height was determined by differential leveling and
 MD0559.adjusted by the NATIONAL GEODETIC SURVEY
 MD0559.in June 1991.
 MD0559
 MD0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0559.GEOID18 height accuracy estimate available here.
 MD0559
 MD0559.Click photographs - Photos may exist for this station.
 MD0559
 MD0559.The dynamic height is computed by dividing the NAVD 88
 MD0559.geopotential number by the normal gravity value computed on the
 MD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0559.degrees latitude (g = 980.6199 gals.).
 MD0559
 MD0559.The modeled gravity was interpolated from observed gravity values.
 MD0559
 MD0559;                    North         East    Units  Estimated Accuracy
 MD0559;SPC IN E     -   640,810.      167,550.      MT  (+/- 180 meters Scaled)
 MD0559
 MD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL796428(NAD 83)
 MD0559
 MD0559                          SUPERSEDED SURVEY CONTROL
 MD0559
 MD0559  NGVD 29 (??/??/92)  235.275  (m)          771.90   (f) ADJ UNCH    2 0
 MD0559
 MD0559.Superseded values are not recommended for survey control.
 MD0559
 MD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0559.See file dsdata.pdf to determine how the superseded data were derived.
 MD0559
 MD0559_MARKER: DB = BENCH MARK DISK
 MD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0559_STAMPING: M 222 1947
 MD0559_MARK LOGO: CGS
 MD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0559+STABILITY: SURFACE MOTION
 MD0559
 MD0559  HISTORY     - Date     Condition        Report By
 MD0559  HISTORY     - 1947     MONUMENTED       CGS
 MD0559  HISTORY     - 1962     GOOD             CGS
 MD0559
 MD0559                          STATION DESCRIPTION
 MD0559
 MD0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0559'AT TOWNLEY.
 MD0559'AT TOWNLEY, IN SE ANGLE OF THE INTERSECTION OF NO. 101 INDIANA
 MD0559'HWY. AND NO. 30 U.S. HWY., 134-1/2 FEET SW OF CENTER LINE OF THE
 MD0559'LATTER, 39 FEET E OF CENTER LINE OF THE FORMER, 1.7 FEET LOWER
 MD0559'THAN SAME, 2.2 FEET S OF CENTER OF CONCRETE HIGHWAY RIGHT-OF-WAY
 MD0559'MARKER, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0694 ***********************************************************************
 LA0694  DESIGNATION -  M 223
 LA0694  PID         -  LA0694
 LA0694  STATE/COUNTY-  IN/ADAMS
 LA0694  COUNTRY     -  US
 LA0694  USGS QUAD   -  DIXON (2019)
 LA0694
 LA0694                         *CURRENT SURVEY CONTROL
 LA0694  ______________________________________________________________________
 LA0694* NAD 83(1986) POSITION- 40 52 40.     (N) 084 49 26.     (W)   SCALED
 LA0694* NAVD 88 ORTHO HEIGHT -   251.274 (meters)      824.39  (feet) ADJUSTED
 LA0694  ______________________________________________________________________
 LA0694  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 LA0694  DYNAMIC HEIGHT  -        251.166 (meters)      824.03  (feet) COMP
 LA0694  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LA0694
 LA0694  VERT ORDER      -  SECOND    CLASS 0
 LA0694
 LA0694.The horizontal coordinates were scaled from a map and have
 LA0694.an estimated accuracy of +/- 6 seconds.
 LA0694
 LA0694.The orthometric height was determined by differential leveling and
 LA0694.adjusted by the NATIONAL GEODETIC SURVEY
 LA0694.in June 1991.
 LA0694
 LA0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0694.GEOID18 height accuracy estimate available here.
 LA0694
 LA0694.Click photographs - Photos may exist for this station.
 LA0694
 LA0694.The dynamic height is computed by dividing the NAVD 88
 LA0694.geopotential number by the normal gravity value computed on the
 LA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0694.degrees latitude (g = 980.6199 gals.).
 LA0694
 LA0694.The modeled gravity was interpolated from observed gravity values.
 LA0694
 LA0694;                    North         East    Units  Estimated Accuracy
 LA0694;SPC IN E     -   625,330.      171,040.      MT  (+/- 180 meters Scaled)
 LA0694
 LA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL833274(NAD 83)
 LA0694
 LA0694                          SUPERSEDED SURVEY CONTROL
 LA0694
 LA0694  NGVD 29 (??/??/92)  251.429  (m)          824.90   (f) ADJ UNCH    2 0
 LA0694
 LA0694.Superseded values are not recommended for survey control.
 LA0694
 LA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0694.See file dsdata.pdf to determine how the superseded data were derived.
 LA0694
 LA0694_MARKER: DB = BENCH MARK DISK
 LA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0694_STAMPING: M 223 1947
 LA0694_MARK LOGO: CGS
 LA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0694+STABILITY: SURFACE MOTION
 LA0694
 LA0694  HISTORY     - Date     Condition        Report By
 LA0694  HISTORY     - 1947     MONUMENTED       CGS
 LA0694
 LA0694                          STATION DESCRIPTION
 LA0694
 LA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0694'10.8 MI NE FROM DECATUR.
 LA0694'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0694'WITH THE ERIE RAILROAD AT DECATUR, THENCE ABOUT 7.0 MILES EAST
 LA0694'ALONG A GRAVEL ROAD, ABOUT 1.1 MILES WEST OF THE OHIO-INDIANA
 LA0694'STATE LINE, AT A CROSS ROAD WITH AN ABANDONED SCHOOL IN THE SOUTHWEST
 LA0694'CORNER OF THE INTERSECTION, 22 FEET SOUTH OF THE CENTER LINE OF THE
 LA0694'ROAD, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 46 FEET EAST
 LA0694'OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF
 LA0694'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LA0694'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0846 ***********************************************************************
 LA0846  DESIGNATION -  M 224
 LA0846  PID         -  LA0846
 LA0846  STATE/COUNTY-  IN/ADAMS
 LA0846  COUNTRY     -  US
 LA0846  USGS QUAD   -  LINN GROVE (2019)
 LA0846
 LA0846                         *CURRENT SURVEY CONTROL
 LA0846  ______________________________________________________________________
 LA0846* NAD 83(1986) POSITION- 40 44 36.     (N) 085 03 08.     (W)   SCALED
 LA0846* NAVD 88 ORTHO HEIGHT -   262.322 (meters)      860.63  (feet) ADJUSTED
 LA0846  ______________________________________________________________________
 LA0846  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 LA0846  DYNAMIC HEIGHT  -        262.199 (meters)      860.23  (feet) COMP
 LA0846  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 LA0846
 LA0846  VERT ORDER      -  SECOND    CLASS 0
 LA0846
 LA0846.The horizontal coordinates were scaled from a map and have
 LA0846.an estimated accuracy of +/- 6 seconds.
 LA0846
 LA0846.The orthometric height was determined by differential leveling and
 LA0846.adjusted by the NATIONAL GEODETIC SURVEY
 LA0846.in June 1991.
 LA0846
 LA0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0846.GEOID18 height accuracy estimate available here.
 LA0846
 LA0846.Click photographs - Photos may exist for this station.
 LA0846
 LA0846.The dynamic height is computed by dividing the NAVD 88
 LA0846.geopotential number by the normal gravity value computed on the
 LA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0846.degrees latitude (g = 980.6199 gals.).
 LA0846
 LA0846.The modeled gravity was interpolated from observed gravity values.
 LA0846
 LA0846;                    North         East    Units  Estimated Accuracy
 LA0846;SPC IN E     -   610,240.      151,900.      MT  (+/- 180 meters Scaled)
 LA0846
 LA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL644120(NAD 83)
 LA0846
 LA0846                          SUPERSEDED SURVEY CONTROL
 LA0846
 LA0846  NGVD 29 (??/??/92)  262.466  (m)          861.11   (f) ADJ UNCH    2 0
 LA0846
 LA0846.Superseded values are not recommended for survey control.
 LA0846
 LA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0846.See file dsdata.pdf to determine how the superseded data were derived.
 LA0846
 LA0846_MARKER: DB = BENCH MARK DISK
 LA0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0846_STAMPING: M 224 1947
 LA0846_MARK LOGO: CGS
 LA0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0846+STABILITY: SURFACE MOTION
 LA0846
 LA0846  HISTORY     - Date     Condition        Report By
 LA0846  HISTORY     - 1947     MONUMENTED       CGS
 LA0846
 LA0846                          STATION DESCRIPTION
 LA0846
 LA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0846'6.4 MI E FROM BLUFFTON.
 LA0846'ABOUT 6.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0846'WITH STATE HIGHWAY 1 AT BLUFFTON, ABOUT 1.0 MILE EAST OF THE
 LA0846'WELLS-ADAMS COUNTY LINE, AT THE JUNCTION OF A ROAD LEADING NORTH,
 LA0846'68 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF
 LA0846'THE CENTER LINE OF THE ROAD NORTH, 11.5 FEET SOUTHWEST OF A FENCE
 LA0846'CORNER, 50 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF
 LA0846'THE WIRE FENCE, 13.5 FEET WEST OF THE WEST END OF A 12-INCH
 LA0846'PIPE CULVERT UNDER THE ROAD NORTH, 2 FEET SOUTHWEST OF A WHITE
 LA0846'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA0846'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0565 ***********************************************************************
 LA0565  DESIGNATION -  M 225
 LA0565  PID         -  LA0565
 LA0565  STATE/COUNTY-  IN/ADAMS
 LA0565  COUNTRY     -  US
 LA0565  USGS QUAD   -  BERNE (2019)
 LA0565
 LA0565                         *CURRENT SURVEY CONTROL
 LA0565  ______________________________________________________________________
 LA0565* NAD 83(1986) POSITION- 40 39 23.     (N) 084 59 40.     (W)   SCALED
 LA0565* NAVD 88 ORTHO HEIGHT -   262.909 (meters)      862.56  (feet) ADJUSTED
 LA0565  ______________________________________________________________________
 LA0565  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 LA0565  DYNAMIC HEIGHT  -        262.785 (meters)      862.15  (feet) COMP
 LA0565  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 LA0565
 LA0565  VERT ORDER      -  SECOND    CLASS 0
 LA0565
 LA0565.The horizontal coordinates were scaled from a map and have
 LA0565.an estimated accuracy of +/- 6 seconds.
 LA0565
 LA0565.The orthometric height was determined by differential leveling and
 LA0565.adjusted by the NATIONAL GEODETIC SURVEY
 LA0565.in June 1991.
 LA0565
 LA0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0565.GEOID18 height accuracy estimate available here.
 LA0565
 LA0565.Click photographs - Photos may exist for this station.
 LA0565
 LA0565.The dynamic height is computed by dividing the NAVD 88
 LA0565.geopotential number by the normal gravity value computed on the
 LA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0565.degrees latitude (g = 980.6199 gals.).
 LA0565
 LA0565.The modeled gravity was interpolated from observed gravity values.
 LA0565
 LA0565;                    North         East    Units  Estimated Accuracy
 LA0565;SPC IN E     -   600,620.      156,850.      MT  (+/- 180 meters Scaled)
 LA0565
 LA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL695025(NAD 83)
 LA0565
 LA0565                          SUPERSEDED SURVEY CONTROL
 LA0565
 LA0565  NGVD 29 (??/??/92)  263.057  (m)          863.05   (f) ADJ UNCH    2 0
 LA0565
 LA0565.Superseded values are not recommended for survey control.
 LA0565
 LA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0565.See file dsdata.pdf to determine how the superseded data were derived.
 LA0565
 LA0565_MARKER: DB = BENCH MARK DISK
 LA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0565_STAMPING: M 255 1947
 LA0565_MARK LOGO: CGS
 LA0565_PROJECTION: PROJECTING 8 CENTIMETERS
 LA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0565+STABILITY: SURFACE MOTION
 LA0565
 LA0565  HISTORY     - Date     Condition        Report By
 LA0565  HISTORY     - 1947     MONUMENTED       CGS
 LA0565  HISTORY     - 1983     GOOD             NGS
 LA0565
 LA0565                          STATION DESCRIPTION
 LA0565
 LA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0565'2 MI W FROM BERNE.
 LA0565'ABOUT 2.05 MILES WEST ALONG STATE HIGHWAY 118 FROM THE
 LA0565'INTERSECTION OF U.S. HIGHWAY 27 AT BERNE, AT A CROSS ROAD WITH
 LA0565'A SMALL CEMETERY IN THE NORTHWEST QUARTER OF THE INTERSECTION,
 LA0565'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST
 LA0565'OF THE CENTER LINE OF THE ROAD SOUTH, 5.5 FEET WEST OF POWER
 LA0565'POLE NO. 42899, 13.5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 LA0565'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0565'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0565'POST PROJECTING 3 INCHES.
 LA0565
 LA0565                          STATION RECOVERY (1983)
 LA0565
 LA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0565'STATE HIGHWAY 118 IS STATE HIGHWAY 218 INSTEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0450 ***********************************************************************
 LA0450  DESIGNATION -  M 228
 LA0450  PID         -  LA0450
 LA0450  STATE/COUNTY-  IN/WAYNE
 LA0450  COUNTRY     -  US
 LA0450  USGS QUAD   -  SPARTANBURG (2019)
 LA0450
 LA0450                         *CURRENT SURVEY CONTROL
 LA0450  ______________________________________________________________________
 LA0450* NAD 83(1986) POSITION- 40 00 19.1    (N) 084 49 48.0    (W)   HD_HELD2
 LA0450* NAVD 88 ORTHO HEIGHT -   372.388 (meters)     1221.74  (feet) ADJUSTED
 LA0450  ______________________________________________________________________
 LA0450  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 LA0450  DYNAMIC HEIGHT  -        372.178 (meters)     1221.05  (feet) COMP
 LA0450  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 LA0450
 LA0450  VERT ORDER      -  SECOND    CLASS 0
 LA0450
 LA0450.The horizontal coordinates were established by autonomous hand held GPS
 LA0450.observations and have an estimated accuracy of +/- 10 meters.
 LA0450
 LA0450.The orthometric height was determined by differential leveling and
 LA0450.adjusted by the NATIONAL GEODETIC SURVEY
 LA0450.in June 1991.
 LA0450
 LA0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0450.GEOID18 height accuracy estimate available here.
 LA0450
 LA0450.Click photographs - Photos may exist for this station.
 LA0450
 LA0450.The dynamic height is computed by dividing the NAVD 88
 LA0450.geopotential number by the normal gravity value computed on the
 LA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0450.degrees latitude (g = 980.6199 gals.).
 LA0450
 LA0450.The modeled gravity was interpolated from observed gravity values.
 LA0450
 LA0450;                    North         East    Units  Estimated Accuracy
 LA0450;SPC IN E     -   528,442.      171,439.      MT  (+/- 10 meters HH2 GPS)
 LA0450
 LA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8522330601(NAD 83)
 LA0450
 LA0450                          SUPERSEDED SURVEY CONTROL
 LA0450
 LA0450  NGVD 29 (??/??/92)  372.525  (m)         1222.19   (f) ADJ UNCH    2 0
 LA0450
 LA0450.Superseded values are not recommended for survey control.
 LA0450
 LA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0450.See file dsdata.pdf to determine how the superseded data were derived.
 LA0450
 LA0450_MARKER: DB = BENCH MARK DISK
 LA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0450_STAMPING: M 228 1947
 LA0450_MARK LOGO: CGS
 LA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0450+STABILITY: SURFACE MOTION
 LA0450
 LA0450  HISTORY     - Date     Condition        Report By
 LA0450  HISTORY     - 1947     MONUMENTED       CGS
 LA0450  HISTORY     - 20030522 POOR             GEOCAC
 LA0450
 LA0450                          STATION DESCRIPTION
 LA0450
 LA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0450'1.3 MI N FROM BETHEL.
 LA0450'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS
 LA0450'AT BETHEL, AT THE CROSSING OF THE WAYNE-RANDOLPH COUNTY LINE
 LA0450'ROAD, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 LA0450'SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 34 FEET
 LA0450'SOUTH OF A FENCE CORNER, 7.5 FEET SOUTH OF A POWER POLE, 1.3
 LA0450'FEET EAST OF THE FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0450'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0450'CONCRETE POST PROJECTING 4 INCHES.
 LA0450
 LA0450                          STATION RECOVERY (2003)
 LA0450
 LA0450'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0450'FENCE AND WITNESS POST ARE GONE.  ABRASIONS MAKE THE DISK HARD TO
 LA0450'IDENTIFY.  BENCHMARK IS 10 FEET SOUTH OF POWER POLE 567-288.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1147 ***********************************************************************
 JZ1147  DESIGNATION -  M 229
 JZ1147  PID         -  JZ1147
 JZ1147  STATE/COUNTY-  IN/WAYNE
 JZ1147  COUNTRY     -  US
 JZ1147  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1147
 JZ1147                         *CURRENT SURVEY CONTROL
 JZ1147  ______________________________________________________________________
 JZ1147* NAD 83(1986) POSITION- 39 59 18.     (N) 084 59 48.     (W)   SCALED
 JZ1147* NAVD 88 ORTHO HEIGHT -   344.969 (meters)     1131.79  (feet) ADJUSTED
 JZ1147  ______________________________________________________________________
 JZ1147  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 JZ1147  DYNAMIC HEIGHT  -        344.775 (meters)     1131.15  (feet) COMP
 JZ1147  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 JZ1147
 JZ1147  VERT ORDER      -  SECOND    CLASS 0
 JZ1147
 JZ1147.The horizontal coordinates were scaled from a map and have
 JZ1147.an estimated accuracy of +/- 6 seconds.
 JZ1147
 JZ1147.The orthometric height was determined by differential leveling and
 JZ1147.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1147.in June 1991.
 JZ1147
 JZ1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1147.GEOID18 height accuracy estimate available here.
 JZ1147
 JZ1147.Click photographs - Photos may exist for this station.
 JZ1147
 JZ1147.The dynamic height is computed by dividing the NAVD 88
 JZ1147.geopotential number by the normal gravity value computed on the
 JZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1147.degrees latitude (g = 980.6199 gals.).
 JZ1147
 JZ1147.The modeled gravity was interpolated from observed gravity values.
 JZ1147
 JZ1147;                    North         East    Units  Estimated Accuracy
 JZ1147;SPC IN E     -   526,440.      157,220.      MT  (+/- 180 meters Scaled)
 JZ1147
 JZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK710283(NAD 83)
 JZ1147
 JZ1147                          SUPERSEDED SURVEY CONTROL
 JZ1147
 JZ1147  NGVD 29 (??/??/92)  345.107  (m)         1132.24   (f) ADJ UNCH    2 0
 JZ1147
 JZ1147.Superseded values are not recommended for survey control.
 JZ1147
 JZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1147.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1147
 JZ1147_MARKER: DB = BENCH MARK DISK
 JZ1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1147_SP_SET: ABUTMENT
 JZ1147_STAMPING: M 229 1947
 JZ1147_MARK LOGO: CGS
 JZ1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1147
 JZ1147  HISTORY     - Date     Condition        Report By
 JZ1147  HISTORY     - 1947     MONUMENTED       CGS
 JZ1147
 JZ1147                          STATION DESCRIPTION
 JZ1147
 JZ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1147'2.8 MI S FROM BLOOMINGPORT.
 JZ1147'2.75 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1147'BLOOMINGPORT, ABOUT 2.6 MILES NORTH OF THE CROSSROADS AT WILLIAMSBURG,
 JZ1147'ABOUT 1.2 MILES SOUTH OF THE WAYNE-RANDOLPH COUNTY LINE, ABOUT 0.2
 JZ1147'MILE SOUTH OF A CROSS ROAD, IN THE TOP OF THE EAST END OF THE SOUTH
 JZ1147'ABUTMENT OF A 35-FOOT CONCRETE BRIDGE, 13 FEET EAST OF THE
 JZ1147'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0126 ***********************************************************************
 ME0126  DESIGNATION -  M 23
 ME0126  PID         -  ME0126
 ME0126  STATE/COUNTY-  IN/ST JOSEPH
 ME0126  COUNTRY     -  US
 ME0126  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0126
 ME0126                         *CURRENT SURVEY CONTROL
 ME0126  ______________________________________________________________________
 ME0126* NAD 83(1986) POSITION- 41 38 49.     (N) 086 19 18.     (W)   SCALED
 ME0126* NAVD 88 ORTHO HEIGHT -   217.088 (meters)      712.23  (feet) ADJUSTED
 ME0126  ______________________________________________________________________
 ME0126  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME0126  DYNAMIC HEIGHT  -        217.004 (meters)      711.95  (feet) COMP
 ME0126  MODELED GRAVITY -    980,229.0   (mgal)                       NAVD 88
 ME0126
 ME0126  VERT ORDER      -  SECOND    CLASS 0
 ME0126
 ME0126.The horizontal coordinates were scaled from a map and have
 ME0126.an estimated accuracy of +/- 6 seconds.
 ME0126
 ME0126.The orthometric height was determined by differential leveling and
 ME0126.adjusted by the NATIONAL GEODETIC SURVEY
 ME0126.in June 1991.
 ME0126
 ME0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0126.GEOID18 height accuracy estimate available here.
 ME0126
 ME0126.Click photographs - Photos may exist for this station.
 ME0126
 ME0126.The dynamic height is computed by dividing the NAVD 88
 ME0126.geopotential number by the normal gravity value computed on the
 ME0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0126.degrees latitude (g = 980.6199 gals.).
 ME0126
 ME0126.The modeled gravity was interpolated from observed gravity values.
 ME0126
 ME0126;                    North         East    Units  Estimated Accuracy
 ME0126;SPC IN E     -   710,610.       45,440.      MT  (+/- 180 meters Scaled)
 ME0126
 ME0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM564108(NAD 83)
 ME0126
 ME0126                          SUPERSEDED SURVEY CONTROL
 ME0126
 ME0126  NGVD 29 (??/??/92)  217.20   (m)          712.6    (f) COMPUTED    2 0
 ME0126
 ME0126.Superseded values are not recommended for survey control.
 ME0126
 ME0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0126.See file dsdata.pdf to determine how the superseded data were derived.
 ME0126
 ME0126_MARKER: DB = BENCH MARK DISK
 ME0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0126_STAMPING: M 23 1934
 ME0126_MARK LOGO: CGS
 ME0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0126+STABILITY: SURFACE MOTION
 ME0126
 ME0126  HISTORY     - Date     Condition        Report By
 ME0126  HISTORY     - 1934     MONUMENTED       CGS
 ME0126
 ME0126                          STATION DESCRIPTION
 ME0126
 ME0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0126'4 MI SW FROM SOUTH BEND.
 ME0126'THE STATION BY RAIL ON THE SOUTH BEND, KANKAKEE AND STREATOR
 ME0126'BRANCH OF THE NEW YORK CENTRAL RAILWAY, IN THE WEST ANGLE
 ME0126'FORMED BY THE CROSSING OF A GRAVEL ROAD AND THE RAILWAY, 80
 ME0126'YARDS NORTHWEST OF THE HOME OF A. CODDENS, 60 YARDS SOUTHEAST
 ME0126'OF THE HOME OF CLYDE HAY, 17 YARDS NORTHWEST OF THE NORTHWEST
 ME0126'RAIL, 7 YARDS SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 ME0126'2 YARDS NORTH OF A FENCE LINE CORNER, A CONCRETE POST, 5 1/2
 ME0126'FEET BELOW THE RAILS, AND 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0128 ***********************************************************************
 ME0128  DESIGNATION -  M 23 RESET
 ME0128  PID         -  ME0128
 ME0128  STATE/COUNTY-  IN/ST JOSEPH
 ME0128  COUNTRY     -  US
 ME0128  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0128
 ME0128                         *CURRENT SURVEY CONTROL
 ME0128  ______________________________________________________________________
 ME0128* NAD 83(1986) POSITION- 41 38 49.     (N) 086 19 18.     (W)   SCALED
 ME0128* NAVD 88 ORTHO HEIGHT -   217.11  (meters)      712.3   (feet) RESET
 ME0128  ______________________________________________________________________
 ME0128  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME0128  VERT ORDER      -  THIRD
 ME0128
 ME0128.The horizontal coordinates were scaled from a map and have
 ME0128.an estimated accuracy of +/- 6 seconds.
 ME0128
 ME0128.The orthometric height was computed from unverified reset data.
 ME0128
 ME0128.No vertical observational check was made to the station.
 ME0128
 ME0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0128.GEOID18 height accuracy estimate available here.
 ME0128
 ME0128.Click photographs - Photos may exist for this station.
 ME0128
 ME0128;                    North         East    Units  Estimated Accuracy
 ME0128;SPC IN E     -   710,610.       45,440.      MT  (+/- 180 meters Scaled)
 ME0128
 ME0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM564108(NAD 83)
 ME0128
 ME0128                          SUPERSEDED SURVEY CONTROL
 ME0128
 ME0128  NGVD 29 (??/??/??)  217.25   (m)          712.8    (f) RESET       3  
 ME0128
 ME0128.Superseded values are not recommended for survey control.
 ME0128
 ME0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0128.See file dsdata.pdf to determine how the superseded data were derived.
 ME0128
 ME0128_MARKER: DB = BENCH MARK DISK
 ME0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0128_SP_SET: BRIDGE
 ME0128_STAMPING: M 23 RESET 1956
 ME0128_MARK LOGO: CGS
 ME0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0128+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 ME0128
 ME0128  HISTORY     - Date     Condition        Report By
 ME0128  HISTORY     - 1956     MONUMENTED       INHD
 ME0128  HISTORY     - 20060912 GOOD             CMT
 ME0128
 ME0128                          STATION DESCRIPTION
 ME0128
 ME0128'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 ME0128'4 MI SW FROM SOUTH BEND.
 ME0128'4 MILES SOUTHWEST ALONG THE N.Y.C. R.R. FROM THE STATION AT
 ME0128'SOUTH BEND, THENCE 0.1 MILE NORTH ALONG STATE ROAD 123, 1.2
 ME0128'MILES NORTH OF STATE HIGHWAY 23, AT A 27 FOOT CONCRETE BRIDGE
 ME0128'WIDENED WITH 30-FOOT PRECAST SLABS ON STATE ROAD 123, IN THE
 ME0128'CURB AT SOUTHWEST CORNER OF THE STRUCTURE AND 20 FEET WEST OF
 ME0128'THE CENTERLINE OF THE HIGHWAY.
 ME0128
 ME0128                          STATION RECOVERY (2006)
 ME0128
 ME0128'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1155 ***********************************************************************
 JZ1155  DESIGNATION -  M 230
 JZ1155  PID         -  JZ1155
 JZ1155  STATE/COUNTY-  IN/WAYNE
 JZ1155  COUNTRY     -  US
 JZ1155  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1155
 JZ1155                         *CURRENT SURVEY CONTROL
 JZ1155  ______________________________________________________________________
 JZ1155* NAD 83(1986) POSITION- 39 57 16.     (N) 084 57 31.     (W)   SCALED
 JZ1155* NAVD 88 ORTHO HEIGHT -   350.547 (meters)     1150.09  (feet) ADJUSTED
 JZ1155  ______________________________________________________________________
 JZ1155  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 JZ1155  DYNAMIC HEIGHT  -        350.348 (meters)     1149.43  (feet) COMP
 JZ1155  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 JZ1155
 JZ1155  VERT ORDER      -  SECOND    CLASS 0
 JZ1155
 JZ1155.The horizontal coordinates were scaled from a map and have
 JZ1155.an estimated accuracy of +/- 6 seconds.
 JZ1155
 JZ1155.The orthometric height was determined by differential leveling and
 JZ1155.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1155.in June 1991.
 JZ1155
 JZ1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1155.GEOID18 height accuracy estimate available here.
 JZ1155
 JZ1155.Click photographs - Photos may exist for this station.
 JZ1155
 JZ1155.The dynamic height is computed by dividing the NAVD 88
 JZ1155.geopotential number by the normal gravity value computed on the
 JZ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1155.degrees latitude (g = 980.6199 gals.).
 JZ1155
 JZ1155.The modeled gravity was interpolated from observed gravity values.
 JZ1155
 JZ1155;                    North         East    Units  Estimated Accuracy
 JZ1155;SPC IN E     -   522,700.      160,500.      MT  (+/- 180 meters Scaled)
 JZ1155
 JZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK743246(NAD 83)
 JZ1155
 JZ1155                          SUPERSEDED SURVEY CONTROL
 JZ1155
 JZ1155  NGVD 29 (??/??/92)  350.686  (m)         1150.54   (f) ADJ UNCH    2 0
 JZ1155
 JZ1155.Superseded values are not recommended for survey control.
 JZ1155
 JZ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1155.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1155
 JZ1155_MARKER: DB = BENCH MARK DISK
 JZ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1155_STAMPING: M 230 1947
 JZ1155_MARK LOGO: CGS
 JZ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1155+STABILITY: SURFACE MOTION
 JZ1155
 JZ1155  HISTORY     - Date     Condition        Report By
 JZ1155  HISTORY     - 1947     MONUMENTED       CGS
 JZ1155
 JZ1155                          STATION DESCRIPTION
 JZ1155
 JZ1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1155'2.2 MI E FROM WILLIAMSBURG.
 JZ1155'0.15 MILE NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ1155'WILLIAMSBURG, THENCE ABOUT 2.05 MILES EAST ALONG A BLACK TOP
 JZ1155'ROAD, ABOUT 2.3 MILES WEST OF THE POST OFFICE AT FOUNTAIN CITY,
 JZ1155'AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 25 FEET NORTH OF
 JZ1155'THE CENTER LINE OF THE BLACK TOP ROAD, 46 FEET EAST OF THE CENTER
 JZ1155'LINE OF THE CROSS ROAD, 29 FEET EAST OF A LARGE CONCRETE FENCE
 JZ1155'CORNER POST, 10 FEET WEST OF A TELEPHONE POLE, 1.3 FEET SOUTH OF
 JZ1155'THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1155'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 JZ1155'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1063 ***********************************************************************
 LA1063  DESIGNATION -  M 231
 LA1063  PID         -  LA1063
 LA1063  STATE/COUNTY-  IN/JAY
 LA1063  COUNTRY     -  US
 LA1063  USGS QUAD   -  RIDGEVILLE (2019)
 LA1063
 LA1063                         *CURRENT SURVEY CONTROL
 LA1063  ______________________________________________________________________
 LA1063* NAD 83(1986) POSITION- 40 19 19.     (N) 085 05 35.     (W)   SCALED
 LA1063* NAVD 88 ORTHO HEIGHT -   301.122 (meters)      987.93  (feet) ADJUSTED
 LA1063  ______________________________________________________________________
 LA1063  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 LA1063  DYNAMIC HEIGHT  -        300.967 (meters)      987.42  (feet) COMP
 LA1063  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 LA1063
 LA1063  VERT ORDER      -  SECOND    CLASS 0
 LA1063
 LA1063.The horizontal coordinates were scaled from a map and have
 LA1063.an estimated accuracy of +/- 6 seconds.
 LA1063
 LA1063.The orthometric height was determined by differential leveling and
 LA1063.adjusted by the NATIONAL GEODETIC SURVEY
 LA1063.in June 1991.
 LA1063
 LA1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1063.GEOID18 height accuracy estimate available here.
 LA1063
 LA1063.Click photographs - Photos may exist for this station.
 LA1063
 LA1063.The dynamic height is computed by dividing the NAVD 88
 LA1063.geopotential number by the normal gravity value computed on the
 LA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1063.degrees latitude (g = 980.6199 gals.).
 LA1063
 LA1063.The modeled gravity was interpolated from observed gravity values.
 LA1063
 LA1063;                    North         East    Units  Estimated Accuracy
 LA1063;SPC IN E     -   563,420.      148,750.      MT  (+/- 180 meters Scaled)
 LA1063
 LA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK620652(NAD 83)
 LA1063
 LA1063                          SUPERSEDED SURVEY CONTROL
 LA1063
 LA1063  NGVD 29 (??/??/92)  301.264  (m)          988.40   (f) ADJ UNCH    2 0
 LA1063
 LA1063.Superseded values are not recommended for survey control.
 LA1063
 LA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1063.See file dsdata.pdf to determine how the superseded data were derived.
 LA1063
 LA1063_MARKER: DB = BENCH MARK DISK
 LA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1063_STAMPING: M 231 1947
 LA1063_MARK LOGO: CGS
 LA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1063+STABILITY: SURFACE MOTION
 LA1063
 LA1063  HISTORY     - Date     Condition        Report By
 LA1063  HISTORY     - 1947     MONUMENTED       CGS
 LA1063
 LA1063                          STATION DESCRIPTION
 LA1063
 LA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1063'AT POWERS.
 LA1063'AT POWERS, AT THE CROSSROADS, 60 FEET NORTHEAST OF THE EAST CORNER
 LA1063'OF MILLERS GENERAL STORE AND SERVICE STATION, 117 FEET EAST OF
 LA1063'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE
 LA1063'CENTER LINE OF THE EAST-WEST ROAD, 13 FEET SOUTHEAST OF THE SOUTH
 LA1063'END OF A 12-INCH CORRUGATED PIPE CULVERT UNDER THE EAST-WEST
 LA1063'ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A
 LA1063'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE INTERSECTION AND SET
 LA1063'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0405 ***********************************************************************
 LA0405  DESIGNATION -  M 232
 LA0405  PID         -  LA0405
 LA0405  STATE/COUNTY-  IN/RANDOLPH
 LA0405  COUNTRY     -  US
 LA0405  USGS QUAD   -  DEERFIELD (2019)
 LA0405
 LA0405                         *CURRENT SURVEY CONTROL
 LA0405  ______________________________________________________________________
 LA0405* NAD 83(1986) POSITION- 40 15 53.     (N) 084 58 34.     (W)   SCALED
 LA0405* NAVD 88 ORTHO HEIGHT -   306.971 (meters)     1007.12  (feet) ADJUSTED
 LA0405  ______________________________________________________________________
 LA0405  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LA0405  DYNAMIC HEIGHT  -        306.811 (meters)     1006.60  (feet) COMP
 LA0405  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 LA0405
 LA0405  VERT ORDER      -  SECOND    CLASS 0
 LA0405
 LA0405.The horizontal coordinates were scaled from a map and have
 LA0405.an estimated accuracy of +/- 6 seconds.
 LA0405
 LA0405.The orthometric height was determined by differential leveling and
 LA0405.adjusted by the NATIONAL GEODETIC SURVEY
 LA0405.in June 1991.
 LA0405
 LA0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0405.GEOID18 height accuracy estimate available here.
 LA0405
 LA0405.Click photographs - Photos may exist for this station.
 LA0405
 LA0405.The dynamic height is computed by dividing the NAVD 88
 LA0405.geopotential number by the normal gravity value computed on the
 LA0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0405.degrees latitude (g = 980.6199 gals.).
 LA0405
 LA0405.The modeled gravity was interpolated from observed gravity values.
 LA0405
 LA0405;                    North         East    Units  Estimated Accuracy
 LA0405;SPC IN E     -   557,140.      158,740.      MT  (+/- 180 meters Scaled)
 LA0405
 LA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720591(NAD 83)
 LA0405
 LA0405                          SUPERSEDED SURVEY CONTROL
 LA0405
 LA0405  NGVD 29 (??/??/92)  307.119  (m)         1007.61   (f) ADJ UNCH    2 0
 LA0405
 LA0405.Superseded values are not recommended for survey control.
 LA0405
 LA0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0405.See file dsdata.pdf to determine how the superseded data were derived.
 LA0405
 LA0405_MARKER: DB = BENCH MARK DISK
 LA0405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0405_SP_SET: BOX CULVERT HEADWALL
 LA0405_STAMPING: M 232 1947
 LA0405_MARK LOGO: CGS
 LA0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0405+STABILITY: SURFACE MOTION
 LA0405
 LA0405  HISTORY     - Date     Condition        Report By
 LA0405  HISTORY     - 1947     MONUMENTED       CGS
 LA0405  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0405
 LA0405                          STATION DESCRIPTION
 LA0405
 LA0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0405'1 MI S FROM DEERFIELD.
 LA0405'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0405'OF STATE HIGHWAY 28 AT DEERFIELD, ABOUT 100 YARDS SOUTH OF THE
 LA0405'INTERSECTION OF THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE
 LA0405'SOUTH END OF THE WEST CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE BOX
 LA0405'CULVERT RUNNING DIAGONALLY SOUTHEAST-NORTHWEST UNDER THE HIGHWAY,
 LA0405'24 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LA0405
 LA0405                          STATION RECOVERY (2009)
 LA0405
 LA0405'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0405'MARK PROBABLY DESTROYED DURING US.27 DRAINAGE PROJECT. REPLACED WITH M
 LA0405'232 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0406 ***********************************************************************
 LA0406  DESIGNATION -  M 232 RESET
 LA0406  PID         -  LA0406
 LA0406  STATE/COUNTY-  IN/RANDOLPH
 LA0406  COUNTRY     -  US
 LA0406  USGS QUAD   -  DEERFIELD (2019)
 LA0406
 LA0406                         *CURRENT SURVEY CONTROL
 LA0406  ______________________________________________________________________
 LA0406* NAD 83(1986) POSITION- 40 15 53.     (N) 084 58 34.     (W)   SCALED
 LA0406* NAVD 88 ORTHO HEIGHT -   306.99  (meters)     1007.2   (feet) RESET
 LA0406  ______________________________________________________________________
 LA0406  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LA0406  VERT ORDER      -  THIRD
 LA0406
 LA0406.The horizontal coordinates were scaled from a map and have
 LA0406.an estimated accuracy of +/- 6 seconds.
 LA0406
 LA0406.The orthometric height was computed from unverified reset data.
 LA0406
 LA0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0406.GEOID18 height accuracy estimate available here.
 LA0406
 LA0406.Click photographs - Photos may exist for this station.
 LA0406
 LA0406;                    North         East    Units  Estimated Accuracy
 LA0406;SPC IN E     -   557,140.      158,740.      MT  (+/- 180 meters Scaled)
 LA0406
 LA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720591(NAD 83)
 LA0406
 LA0406                          SUPERSEDED SURVEY CONTROL
 LA0406
 LA0406  NGVD 29 (??/??/??)  307.14   (m)         1007.7    (f) RESET       3  
 LA0406
 LA0406.Superseded values are not recommended for survey control.
 LA0406
 LA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0406.See file dsdata.pdf to determine how the superseded data were derived.
 LA0406
 LA0406_MARKER: DB = BENCH MARK DISK
 LA0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0406_STAMPING: M 232 RESET 1965
 LA0406_MARK LOGO: CGS
 LA0406_PROJECTION: FLUSH
 LA0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0406+STABILITY: SURFACE MOTION
 LA0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0406+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2022
 LA0406
 LA0406  HISTORY     - Date     Condition        Report By
 LA0406  HISTORY     - 1965     MONUMENTED       INHD
 LA0406  HISTORY     - 20091028 GOOD             INDOT
 LA0406  HISTORY     - 20221114 GOOD             WSRR
 LA0406
 LA0406                          STATION DESCRIPTION
 LA0406
 LA0406'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0406'1 MI S FROM DEERFIELD.
 LA0406'THE NEW BENCH MARK IS 28 FEET SOUTH AND 47 FEET WEST OF THE OLD
 LA0406'MARK, 59 FEET WEST OF CENTER OF THE NEW ROAD AND 266 FEET SOUTH OF
 LA0406'WHERE CENTER OF NEW ROAD CROSSES CENTERLINE OF PENNSYLVANIA
 LA0406'RAILROAD.
 LA0406
 LA0406                          STATION RECOVERY (2009)
 LA0406
 LA0406'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0406'RECOVERED AS DESCRIBED.  AT FENCELINE 7 FEET NORTH OF CONCRETE R/W
 LA0406'MARKER AND 10 FEET NORTH OF UTILITY POLE RA18 77.
 LA0406
 LA0406                          STATION RECOVERY (2022)
 LA0406
 LA0406'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 LA0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1817 ***********************************************************************
 ME1817  DESIGNATION -  M 233
 ME1817  PID         -  ME1817
 ME1817  STATE/COUNTY-  IN/LAKE
 ME1817  COUNTRY     -  US
 ME1817  USGS QUAD   -  CALUMET CITY (2018)
 ME1817
 ME1817                         *CURRENT SURVEY CONTROL
 ME1817  ______________________________________________________________________
 ME1817* NAD 83(1986) POSITION- 41 37 09.0    (N) 087 30 30.0    (W)   HD_HELD2
 ME1817* NAVD 88 ORTHO HEIGHT -   180.038 (meters)      590.67  (feet) ADJUSTED
 ME1817  ______________________________________________________________________
 ME1817  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 ME1817  DYNAMIC HEIGHT  -        179.972 (meters)      590.46  (feet) COMP
 ME1817  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 ME1817
 ME1817  VERT ORDER      -  FIRST     CLASS II
 ME1817
 ME1817.The horizontal coordinates were established by autonomous hand held GPS
 ME1817.observations and have an estimated accuracy of +/- 10 meters.
 ME1817
 ME1817.The orthometric height was determined by differential leveling and
 ME1817.adjusted by the NATIONAL GEODETIC SURVEY
 ME1817.in June 1991.
 ME1817
 ME1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1817.GEOID18 height accuracy estimate available here.
 ME1817
 ME1817.Click photographs - Photos may exist for this station.
 ME1817
 ME1817.The dynamic height is computed by dividing the NAVD 88
 ME1817.geopotential number by the normal gravity value computed on the
 ME1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1817.degrees latitude (g = 980.6199 gals.).
 ME1817
 ME1817.The modeled gravity was interpolated from observed gravity values.
 ME1817
 ME1817;                    North         East    Units  Estimated Accuracy
 ME1817;SPC IN W     -   707,408.      864,580.      MT  (+/- 10 meters HH2 GPS)
 ME1817
 ME1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5765007618(NAD 83)
 ME1817
 ME1817                          SUPERSEDED SURVEY CONTROL
 ME1817
 ME1817  NGVD 29 (??/??/92)  180.143  (m)          591.02   (f) ADJ UNCH    1 2
 ME1817
 ME1817.Superseded values are not recommended for survey control.
 ME1817
 ME1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1817.See file dsdata.pdf to determine how the superseded data were derived.
 ME1817
 ME1817_MARKER: DB = BENCH MARK DISK
 ME1817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1817_SP_SET: BUILDING
 ME1817_STAMPING: M 233 1947
 ME1817_MARK LOGO: CGS
 ME1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1817+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2018
 ME1817
 ME1817  HISTORY     - Date     Condition        Report By
 ME1817  HISTORY     - 1947     MONUMENTED       CGS
 ME1817  HISTORY     - 20180312 GOOD             IN-089
 ME1817
 ME1817                          STATION DESCRIPTION
 ME1817
 ME1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1817'AT HAMMOND.
 ME1817'AT HAMMOND, AT THE NORTHEAST QUARTER OF THE INTERSECTION OF
 ME1817'MICHIGAN STREET AND U.S. HIGHWAY 41 (CALUMET AVENUE), SET
 ME1817'VERTICALLY IN THE NORTH FACE AT THE NORTHWEST CORNER OF THE
 ME1817'FIRST CHURCH OF THE NAZARENE AT 815 MICHIGAN STREET, 1.3 FEET
 ME1817'EAST OF THE NORTHWEST CORNER AND 2.8 FEET ABOVE THE GROUND.
 ME1817
 ME1817                          STATION RECOVERY (2018)
 ME1817
 ME1817'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 ME1817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1183 ***********************************************************************
 LA1183  DESIGNATION -  M 234
 LA1183  PID         -  LA1183
 LA1183  STATE/COUNTY-  IN/BLACKFORD
 LA1183  COUNTRY     -  US
 LA1183  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1183
 LA1183                         *CURRENT SURVEY CONTROL
 LA1183  ______________________________________________________________________
 LA1183* NAD 83(1986) POSITION- 40 26 09.     (N) 085 22 14.     (W)   SCALED
 LA1183* NAVD 88 ORTHO HEIGHT -   269.150 (meters)      883.04  (feet) ADJUSTED
 LA1183  ______________________________________________________________________
 LA1183  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 LA1183  DYNAMIC HEIGHT  -        269.013 (meters)      882.59  (feet) COMP
 LA1183  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 LA1183
 LA1183  VERT ORDER      -  SECOND    CLASS 0
 LA1183
 LA1183.The horizontal coordinates were scaled from a map and have
 LA1183.an estimated accuracy of +/- 6 seconds.
 LA1183
 LA1183.The orthometric height was determined by differential leveling and
 LA1183.adjusted by the NATIONAL GEODETIC SURVEY
 LA1183.in June 1991.
 LA1183
 LA1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1183.GEOID18 height accuracy estimate available here.
 LA1183
 LA1183.Click photographs - Photos may exist for this station.
 LA1183
 LA1183.The dynamic height is computed by dividing the NAVD 88
 LA1183.geopotential number by the normal gravity value computed on the
 LA1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1183.degrees latitude (g = 980.6199 gals.).
 LA1183
 LA1183.The modeled gravity was interpolated from observed gravity values.
 LA1183
 LA1183;                    North         East    Units  Estimated Accuracy
 LA1183;SPC IN E     -   575,950.      125,120.      MT  (+/- 180 meters Scaled)
 LA1183
 LA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK382774(NAD 83)
 LA1183
 LA1183                          SUPERSEDED SURVEY CONTROL
 LA1183
 LA1183  NGVD 29 (??/??/92)  269.284  (m)          883.48   (f) ADJ UNCH    2 0
 LA1183
 LA1183.Superseded values are not recommended for survey control.
 LA1183
 LA1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1183.See file dsdata.pdf to determine how the superseded data were derived.
 LA1183
 LA1183_MARKER: DB = BENCH MARK DISK
 LA1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1183_STAMPING: M 234 1947
 LA1183_MARK LOGO: CGS
 LA1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1183+STABILITY: SURFACE MOTION
 LA1183
 LA1183  HISTORY     - Date     Condition        Report By
 LA1183  HISTORY     - 1947     MONUMENTED       CGS
 LA1183
 LA1183                          STATION DESCRIPTION
 LA1183
 LA1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1183'1 MI S FROM HARTFORD CITY.
 LA1183'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1183'WITH STATE HIGHWAYS 26 AND 22 AT HARTFORD CITY, AT THE JUNCTION
 LA1183'OF A BLACK TOP ROAD LEADING EAST, 32 FEET WEST OF THE CENTER LINE
 LA1183'OF THE HIGHWAY, 26 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE
 LA1183'ROAD EAST, 13 FEET SOUTHWEST OF A 15-INCH ASH TREE, 12 FEET SOUTH
 LA1183'OF POWER POLE NO. BL 3047, 11 FEET SOUTH OF A FENCE CORNER POST,
 LA1183'1.5 FEET EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 LA1183'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 LA1183'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2356 ***********************************************************************
 JZ2356  DESIGNATION -  M 235
 JZ2356  PID         -  JZ2356
 JZ2356  STATE/COUNTY-  IN/MARION
 JZ2356  COUNTRY     -  US
 JZ2356  USGS QUAD   -  CUMBERLAND (2019)
 JZ2356
 JZ2356                         *CURRENT SURVEY CONTROL
 JZ2356  ______________________________________________________________________
 JZ2356* NAD 83(1986) POSITION- 39 51 19.     (N) 085 59 57.     (W)   SCALED
 JZ2356* NAVD 88 ORTHO HEIGHT -   262.431 (meters)      860.99  (feet) ADJUSTED
 JZ2356  ______________________________________________________________________
 JZ2356  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 JZ2356  DYNAMIC HEIGHT  -        262.284 (meters)      860.51  (feet) COMP
 JZ2356  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 JZ2356
 JZ2356  VERT ORDER      -  FIRST     CLASS II
 JZ2356
 JZ2356.The horizontal coordinates were scaled from a map and have
 JZ2356.an estimated accuracy of +/- 6 seconds.
 JZ2356
 JZ2356.The orthometric height was determined by differential leveling and
 JZ2356.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2356.in June 1991.
 JZ2356
 JZ2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2356.GEOID18 height accuracy estimate available here.
 JZ2356
 JZ2356.Click photographs - Photos may exist for this station.
 JZ2356
 JZ2356.The dynamic height is computed by dividing the NAVD 88
 JZ2356.geopotential number by the normal gravity value computed on the
 JZ2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2356.degrees latitude (g = 980.6199 gals.).
 JZ2356
 JZ2356.The modeled gravity was interpolated from observed gravity values.
 JZ2356
 JZ2356;                    North         East    Units  Estimated Accuracy
 JZ2356;SPC IN E     -   511,500.       71,550.      MT  (+/- 180 meters Scaled)
 JZ2356
 JZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK856121(NAD 83)
 JZ2356
 JZ2356                          SUPERSEDED SURVEY CONTROL
 JZ2356
 JZ2356  NGVD 29 (??/??/92)  262.567  (m)          861.44   (f) ADJ UNCH    1 2
 JZ2356
 JZ2356.Superseded values are not recommended for survey control.
 JZ2356
 JZ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2356.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2356
 JZ2356_MARKER: DB = BENCH MARK DISK
 JZ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2356_STAMPING: M 235 1947
 JZ2356_MARK LOGO: CGS
 JZ2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2356+STABILITY: SURFACE MOTION
 JZ2356
 JZ2356  HISTORY     - Date     Condition        Report By
 JZ2356  HISTORY     - 1947     MONUMENTED       CGS
 JZ2356  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 JZ2356
 JZ2356                          STATION DESCRIPTION
 JZ2356
 JZ2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2356'0.8 MI NE FROM FORT BENJAMIN HARRISON.
 JZ2356'ABOUT 0.75 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2356'FROM THE STATION AT FORT BENJAMIN HARRISON, ABOUT 16 RAILS
 JZ2356'SOUTHWEST OF SWITCH TOWER POST, ABOUT 9 RAILS NORTHEAST OF
 JZ2356'MILE POST 273, AT AN ABANDONED CROSS ROAD, DIRECTLY ACROSS THE
 JZ2356'TRACKS FROM POLE 272/50, ABOUT 100 FEET SOUTHEAST OF THE CENTER
 JZ2356'LINE OF A BLACK TOP ROAD IN THE FORT RESERVATION, 28 FEET
 JZ2356'SOUTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 48 FEET
 JZ2356'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND 2 FEET
 JZ2356'NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 JZ2356'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ2356'INCHES.
 JZ2356
 JZ2356                          STATION RECOVERY (1976)
 JZ2356
 JZ2356'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2317 ***********************************************************************
 JZ2317  DESIGNATION -  M 236
 JZ2317  PID         -  JZ2317
 JZ2317  STATE/COUNTY-  IN/HAMILTON
 JZ2317  COUNTRY     -  US
 JZ2317  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2317
 JZ2317                         *CURRENT SURVEY CONTROL
 JZ2317  ______________________________________________________________________
 JZ2317* NAD 83(1986) POSITION- 39 58 22.     (N) 085 52 50.     (W)   SCALED
 JZ2317* NAVD 88 ORTHO HEIGHT -   257.445 (meters)      844.63  (feet) ADJUSTED
 JZ2317  ______________________________________________________________________
 JZ2317  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ2317  DYNAMIC HEIGHT  -        257.303 (meters)      844.17  (feet) COMP
 JZ2317  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 JZ2317
 JZ2317  VERT ORDER      -  SECOND    CLASS 0
 JZ2317
 JZ2317.The horizontal coordinates were scaled from a map and have
 JZ2317.an estimated accuracy of +/- 6 seconds.
 JZ2317
 JZ2317.The orthometric height was determined by differential leveling and
 JZ2317.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2317.in June 1991.
 JZ2317
 JZ2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2317.GEOID18 height accuracy estimate available here.
 JZ2317
 JZ2317.Click photographs - Photos may exist for this station.
 JZ2317
 JZ2317.The dynamic height is computed by dividing the NAVD 88
 JZ2317.geopotential number by the normal gravity value computed on the
 JZ2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2317.degrees latitude (g = 980.6199 gals.).
 JZ2317
 JZ2317.The modeled gravity was interpolated from observed gravity values.
 JZ2317
 JZ2317;                    North         East    Units  Estimated Accuracy
 JZ2317;SPC IN E     -   524,520.       81,730.      MT  (+/- 180 meters Scaled)
 JZ2317
 JZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK955253(NAD 83)
 JZ2317
 JZ2317                          SUPERSEDED SURVEY CONTROL
 JZ2317
 JZ2317  NGVD 29 (??/??/92)  257.577  (m)          845.07   (f) ADJ UNCH    2 0
 JZ2317
 JZ2317.Superseded values are not recommended for survey control.
 JZ2317
 JZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2317.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2317
 JZ2317_MARKER: DB = BENCH MARK DISK
 JZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2317_STAMPING: M 236 1947
 JZ2317_MARK LOGO: CGS
 JZ2317_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2317+STABILITY: SURFACE MOTION
 JZ2317
 JZ2317  HISTORY     - Date     Condition        Report By
 JZ2317  HISTORY     - 1947     MONUMENTED       CGS
 JZ2317  HISTORY     - 19880730 GOOD             LOCENG
 JZ2317  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 JZ2317  HISTORY     - 20221014 MARK NOT FOUND   IN-057
 JZ2317
 JZ2317                          STATION DESCRIPTION
 JZ2317
 JZ2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2317'5 MI NW FROM FORTVILLE.
 JZ2317'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2317'WITH STATE HIGHWAY 238 AT FORTVILLE, THENCE ABOUT 2.0 MILES
 JZ2317'WEST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE WEST OF THE
 JZ2317'HAMILTON-MADISON COUNTY LINE, AT THE T JUNCTION OF A NORTH-SOUTH
 JZ2317'GRAVEL ROAD, 28 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2317'ROAD, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 JZ2317'EAST, 9.5 FEET EAST OF A FENCE CORNER, 2.8 FEET NORTHWEST OF
 JZ2317'POWER POLE NO. 70/480, 1 FOOT NORTH OF THE FENCE LINE, 1.5 FEET
 JZ2317'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 JZ2317'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2317
 JZ2317                          STATION RECOVERY (1988)
 JZ2317
 JZ2317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2317'RECOVERED IN GOOD CONDITION.
 JZ2317
 JZ2317                          STATION RECOVERY (1999)
 JZ2317
 JZ2317'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2317'MARK NOT FOUND.
 JZ2317
 JZ2317                          STATION RECOVERY (2022)
 JZ2317
 JZ2317'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 JZ2317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2479 ***********************************************************************
 JZ2479  DESIGNATION -  M 238
 JZ2479  PID         -  JZ2479
 JZ2479  STATE/COUNTY-  IN/MARION
 JZ2479  COUNTRY     -  US
 JZ2479  USGS QUAD   -  ACTON (2019)
 JZ2479
 JZ2479                         *CURRENT SURVEY CONTROL
 JZ2479  ______________________________________________________________________
 JZ2479* NAD 83(1986) POSITION- 39 40 10.27   (N) 085 57 07.55   (W)   HD_HELD1
 JZ2479* NAVD 88 ORTHO HEIGHT -   242.656 (meters)      796.11  (feet) ADJUSTED
 JZ2479  ______________________________________________________________________
 JZ2479  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 JZ2479  DYNAMIC HEIGHT  -        242.518 (meters)      795.66  (feet) COMP
 JZ2479  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 JZ2479
 JZ2479  VERT ORDER      -  FIRST     CLASS II
 JZ2479
 JZ2479.The horizontal coordinates were determined by differentially corrected
 JZ2479.hand held GPS observations or other comparable positioning techniques
 JZ2479.and have an estimated accuracy of +/- 3 meters.
 JZ2479
 JZ2479.The orthometric height was determined by differential leveling and
 JZ2479.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2479.in June 1991.
 JZ2479
 JZ2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2479.GEOID18 height accuracy estimate available here.
 JZ2479
 JZ2479.Click photographs - Photos may exist for this station.
 JZ2479
 JZ2479.The dynamic height is computed by dividing the NAVD 88
 JZ2479.geopotential number by the normal gravity value computed on the
 JZ2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2479.degrees latitude (g = 980.6199 gals.).
 JZ2479
 JZ2479.The modeled gravity was interpolated from observed gravity values.
 JZ2479
 JZ2479;                    North         East    Units  Estimated Accuracy
 JZ2479;SPC IN E     -   490,864.1      75,509.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2479
 JZ2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8987991602(NAD 83)
 JZ2479
 JZ2479                          SUPERSEDED SURVEY CONTROL
 JZ2479
 JZ2479  NGVD 29 (??/??/92)  242.768  (m)          796.48   (f) ADJ UNCH    1 2
 JZ2479
 JZ2479.Superseded values are not recommended for survey control.
 JZ2479
 JZ2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2479.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2479
 JZ2479_MARKER: DB = BENCH MARK DISK
 JZ2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2479_STAMPING: M 238 1947
 JZ2479_MARK LOGO: CGS
 JZ2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2479+STABILITY: SURFACE MOTION
 JZ2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2479+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JZ2479
 JZ2479  HISTORY     - Date     Condition        Report By
 JZ2479  HISTORY     - 1947     MONUMENTED       CGS
 JZ2479  HISTORY     - 1973     GOOD             NGS
 JZ2479  HISTORY     - 1986     GOOD             NGS
 JZ2479  HISTORY     - 20090610 GOOD             INDIV
 JZ2479  HISTORY     - 20110103 GOOD             INDNR
 JZ2479  HISTORY     - 20110706 GOOD             INDIV
 JZ2479
 JZ2479                          STATION DESCRIPTION
 JZ2479
 JZ2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2479'1.8 MI NE FROM ACTON.
 JZ2479'ABOUT 1.8 MILES NORTHEAST AND NORTH ALONG A ROAD FOLLOWING THE
 JZ2479'COUNTY LINE NORTH TO CUMBERLAND FROM THE POST OFFICE AT ACTON,
 JZ2479'IN THE SOUTHWEST QUARTER OF THE INTERSECTION WITH STATE HIGHWAY
 JZ2479'29, 34 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 29, 14.5
 JZ2479'FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 10 FEET
 JZ2479'SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 2 FEET
 JZ2479'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD
 JZ2479'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2479'5 INCHES.
 JZ2479
 JZ2479                          STATION RECOVERY (1973)
 JZ2479
 JZ2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2479'RECOVERED IN GOOD CONDITION.
 JZ2479
 JZ2479                          STATION RECOVERY (1986)
 JZ2479
 JZ2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2479'RECOVERED IN GOOD CONDITION.
 JZ2479
 JZ2479                          STATION RECOVERY (2009)
 JZ2479
 JZ2479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (ARE)
 JZ2479'MARK RECOVERED IN GOOD CONDITION. IN DANGER OF BEING DESTROYED DUE TO
 JZ2479'CLOSE PROXIMITY TO EXISTING EDGE OF PAVEMENT
 JZ2479
 JZ2479                          STATION RECOVERY (2011)
 JZ2479
 JZ2479'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 JZ2479'ABOUT 1 FOOT SOUTHEAST OF RUSTY STEEL WITNESS POST.
 JZ2479
 JZ2479                          STATION RECOVERY (2011)
 JZ2479
 JZ2479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2479'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2581 ***********************************************************************
 JZ2581  DESIGNATION -  M 239
 JZ2581  PID         -  JZ2581
 JZ2581  STATE/COUNTY-  IN/SHELBY
 JZ2581  COUNTRY     -  US
 JZ2581  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2581
 JZ2581                         *CURRENT SURVEY CONTROL
 JZ2581  ______________________________________________________________________
 JZ2581* NAD 83(1986) POSITION- 39 41 15.     (N) 085 45 15.     (W)   SCALED
 JZ2581* NAVD 88 ORTHO HEIGHT -   259.415 (meters)      851.10  (feet) ADJUSTED
 JZ2581  ______________________________________________________________________
 JZ2581  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 JZ2581  DYNAMIC HEIGHT  -        259.264 (meters)      850.60  (feet) COMP
 JZ2581  MODELED GRAVITY -    980,040.7   (mgal)                       NAVD 88
 JZ2581
 JZ2581  VERT ORDER      -  SECOND    CLASS 0
 JZ2581
 JZ2581.The horizontal coordinates were scaled from a map and have
 JZ2581.an estimated accuracy of +/- 6 seconds.
 JZ2581
 JZ2581.The orthometric height was determined by differential leveling and
 JZ2581.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2581.in June 1991.
 JZ2581
 JZ2581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2581.GEOID18 height accuracy estimate available here.
 JZ2581
 JZ2581.Click photographs - Photos may exist for this station.
 JZ2581
 JZ2581.The dynamic height is computed by dividing the NAVD 88
 JZ2581.geopotential number by the normal gravity value computed on the
 JZ2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2581.degrees latitude (g = 980.6199 gals.).
 JZ2581
 JZ2581.The modeled gravity was interpolated from observed gravity values.
 JZ2581
 JZ2581;                    North         East    Units  Estimated Accuracy
 JZ2581;SPC IN E     -   492,830.       92,490.      MT  (+/- 180 meters Scaled)
 JZ2581
 JZ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ068938(NAD 83)
 JZ2581
 JZ2581                          SUPERSEDED SURVEY CONTROL
 JZ2581
 JZ2581  NGVD 29 (??/??/92)  259.533  (m)          851.48   (f) ADJ UNCH    2 0
 JZ2581
 JZ2581.Superseded values are not recommended for survey control.
 JZ2581
 JZ2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2581.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2581
 JZ2581_MARKER: DB = BENCH MARK DISK
 JZ2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2581_STAMPING: M 239 1947
 JZ2581_MARK LOGO: CGS
 JZ2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2581+STABILITY: SURFACE MOTION
 JZ2581
 JZ2581  HISTORY     - Date     Condition        Report By
 JZ2581  HISTORY     - 1947     MONUMENTED       CGS
 JZ2581
 JZ2581                          STATION DESCRIPTION
 JZ2581
 JZ2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2581'1.6 MI SE FROM FOUNTAINTOWN.
 JZ2581'ABOUT 1.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE
 JZ2581'CROSSROADS AT FOUNTAINTOWN, AT THE JUNCTION WITH A GRAVEL ROAD
 JZ2581'LEADING SOUTH, 35.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JZ2581'HIGHWAY, 13.5 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 JZ2581'11 FEET SOUTH OF A FENCE CORNER, 10.5 FEET NORTH OF A TELEPHONE
 JZ2581'POLE, 1.0 FOOT EAST OF A FENCE LINE, 1.5 FEET NORTH OF A WHITE
 JZ2581'WOODEN WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN HIGHWAY LEVEL
 JZ2581'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2441 ***********************************************************************
 JZ2441  DESIGNATION -  M 240
 JZ2441  PID         -  JZ2441
 JZ2441  STATE/COUNTY-  IN/MADISON
 JZ2441  COUNTRY     -  US
 JZ2441  USGS QUAD   -  PENDLETON (2019)
 JZ2441
 JZ2441                         *CURRENT SURVEY CONTROL
 JZ2441  ______________________________________________________________________
 JZ2441* NAD 83(1986) POSITION- 39 58 28.23   (N) 085 43 47.29   (W)   HD_HELD1
 JZ2441* NAVD 88 ORTHO HEIGHT -   265.653 (meters)      871.56  (feet) ADJUSTED
 JZ2441  ______________________________________________________________________
 JZ2441  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ2441  DYNAMIC HEIGHT  -        265.506 (meters)      871.08  (feet) COMP
 JZ2441  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 JZ2441
 JZ2441  VERT ORDER      -  SECOND    CLASS 0
 JZ2441
 JZ2441.The horizontal coordinates were determined by differentially corrected
 JZ2441.hand held GPS observations or other comparable positioning techniques
 JZ2441.and have an estimated accuracy of +/- 3 meters.
 JZ2441
 JZ2441.The orthometric height was determined by differential leveling and
 JZ2441.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2441.in June 1991.
 JZ2441
 JZ2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2441.GEOID18 height accuracy estimate available here.
 JZ2441
 JZ2441.Click photographs - Photos may exist for this station.
 JZ2441
 JZ2441.The dynamic height is computed by dividing the NAVD 88
 JZ2441.geopotential number by the normal gravity value computed on the
 JZ2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2441.degrees latitude (g = 980.6199 gals.).
 JZ2441
 JZ2441.The modeled gravity was interpolated from observed gravity values.
 JZ2441
 JZ2441;                    North         East    Units  Estimated Accuracy
 JZ2441;SPC IN E     -   524,689.2      94,606.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2441
 JZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0846525700(NAD 83)
 JZ2441
 JZ2441                          SUPERSEDED SURVEY CONTROL
 JZ2441
 JZ2441  NGVD 29 (??/??/92)  265.785  (m)          872.00   (f) ADJ UNCH    2 0
 JZ2441
 JZ2441.Superseded values are not recommended for survey control.
 JZ2441
 JZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2441.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2441
 JZ2441_MARKER: DB = BENCH MARK DISK
 JZ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2441_STAMPING: M 240 1947
 JZ2441_MARK LOGO: CGS
 JZ2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2441+STABILITY: SURFACE MOTION
 JZ2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2441+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2002
 JZ2441
 JZ2441  HISTORY     - Date     Condition        Report By
 JZ2441  HISTORY     - 1947     MONUMENTED       CGS
 JZ2441  HISTORY     - 20020908 GOOD             USPSQD
 JZ2441
 JZ2441                          STATION DESCRIPTION
 JZ2441
 JZ2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2441'2.3 MI S FROM PENDLETON.
 JZ2441'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2441'LIBRARY AT PENDLETON, THENCE 1.7 MILE SOUTH ALONG A NORTH-SOUTH
 JZ2441'ROAD, IN THE NORTHEAST ANGLE OF THE INTERSECTION WITH AN EAST-WEST
 JZ2441'GRAVEL ROAD, 25 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2441'ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2441'16 FEET NORTHEAST OF A POWER POLE, 15.5 FEET NORTH OF A FENCE
 JZ2441'CORNER, 1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 JZ2441'WOODEN WITNESS POST, ABOUT 2 FEET BELOW ROAD LEVEL AND SET IN
 JZ2441'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2441
 JZ2441                          STATION RECOVERY (2002)
 JZ2441
 JZ2441'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2441'NS ROAD 300W EW 900S
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2447 ***********************************************************************
 JZ2447  DESIGNATION -  M 241
 JZ2447  PID         -  JZ2447
 JZ2447  STATE/COUNTY-  IN/HANCOCK
 JZ2447  COUNTRY     -  US
 JZ2447  USGS QUAD   -  INGALLS (2019)
 JZ2447
 JZ2447                         *CURRENT SURVEY CONTROL
 JZ2447  ______________________________________________________________________
 JZ2447* NAD 83(1986) POSITION- 39 54 00.     (N) 085 49 41.     (W)   SCALED
 JZ2447* NAVD 88 ORTHO HEIGHT -   265.336 (meters)      870.52  (feet) ADJUSTED
 JZ2447  ______________________________________________________________________
 JZ2447  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2447  DYNAMIC HEIGHT  -        265.187 (meters)      870.03  (feet) COMP
 JZ2447  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 JZ2447
 JZ2447  VERT ORDER      -  SECOND    CLASS 0
 JZ2447
 JZ2447.The horizontal coordinates were scaled from a map and have
 JZ2447.an estimated accuracy of +/- 6 seconds.
 JZ2447
 JZ2447.The orthometric height was determined by differential leveling and
 JZ2447.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2447.in June 1991.
 JZ2447
 JZ2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2447.GEOID18 height accuracy estimate available here.
 JZ2447
 JZ2447.Click photographs - Photos may exist for this station.
 JZ2447
 JZ2447.The dynamic height is computed by dividing the NAVD 88
 JZ2447.geopotential number by the normal gravity value computed on the
 JZ2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2447.degrees latitude (g = 980.6199 gals.).
 JZ2447
 JZ2447.The modeled gravity was interpolated from observed gravity values.
 JZ2447
 JZ2447;                    North         East    Units  Estimated Accuracy
 JZ2447;SPC IN E     -   516,430.       86,200.      MT  (+/- 180 meters Scaled)
 JZ2447
 JZ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK001173(NAD 83)
 JZ2447
 JZ2447                          SUPERSEDED SURVEY CONTROL
 JZ2447
 JZ2447  NGVD 29 (??/??/92)  265.464  (m)          870.94   (f) ADJ UNCH    2 0
 JZ2447
 JZ2447.Superseded values are not recommended for survey control.
 JZ2447
 JZ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2447.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2447
 JZ2447_MARKER: DB = BENCH MARK DISK
 JZ2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2447_STAMPING: M 241 1947
 JZ2447_MARK LOGO: CGS
 JZ2447_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2447+STABILITY: SURFACE MOTION
 JZ2447
 JZ2447  HISTORY     - Date     Condition        Report By
 JZ2447  HISTORY     - 1947     MONUMENTED       CGS
 JZ2447  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2447
 JZ2447                          STATION DESCRIPTION
 JZ2447
 JZ2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2447'2.4 MI SE FROM FORTVILLE.
 JZ2447'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE
 JZ2447'INTERSECTION WITH STATE HIGHWAY 67 AT FORTVILLE, IN THE SOUTHWEST
 JZ2447'ANGLE OF THE INTERSECTION WITH STATE HIGHWAY 234, 40 FEET SOUTH
 JZ2447'OF THE CENTER LINE OF HIGHWAY 234, 79 FEET SOUTHWEST OF THE
 JZ2447'CENTER LINE OF HIGHWAY 13, 3.5 FEET WEST OF A GATE POST AT A
 JZ2447'FIELD ENTRANCE, 1 1/2 FEET NORTH OF THE FENCE LINE, ABOUT LEVEL
 JZ2447'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2447'ABOUT 6 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM EDEN
 JZ2447'BY GOING 3.1 MILES WEST ALONG STATE HIGHWAY 234 FROM ITS
 JZ2447'INTERSECTION WITH STATE HIGHWAY 9.
 JZ2447
 JZ2447                          STATION RECOVERY (2009)
 JZ2447
 JZ2447'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2447'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2542 ***********************************************************************
 JZ2542  DESIGNATION -  M 242
 JZ2542  PID         -  JZ2542
 JZ2542  STATE/COUNTY-  IN/HANCOCK
 JZ2542  COUNTRY     -  US
 JZ2542  USGS QUAD   -  MORRISTOWN (2019)
 JZ2542
 JZ2542                         *CURRENT SURVEY CONTROL
 JZ2542  ______________________________________________________________________
 JZ2542* NAD 83(1986) POSITION- 39 44 33.83   (N) 085 41 16.90   (W)   HD_HELD1
 JZ2542* NAVD 88 ORTHO HEIGHT -   277.586 (meters)      910.71  (feet) ADJUSTED
 JZ2542  ______________________________________________________________________
 JZ2542  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 JZ2542  DYNAMIC HEIGHT  -        277.426 (meters)      910.19  (feet) COMP
 JZ2542  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 JZ2542
 JZ2542  VERT ORDER      -  SECOND    CLASS 0
 JZ2542
 JZ2542.The horizontal coordinates were determined by differentially corrected
 JZ2542.hand held GPS observations or other comparable positioning techniques
 JZ2542.and have an estimated accuracy of +/- 3 meters.
 JZ2542
 JZ2542.The orthometric height was determined by differential leveling and
 JZ2542.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2542.in June 1991.
 JZ2542
 JZ2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2542.GEOID18 height accuracy estimate available here.
 JZ2542
 JZ2542.Click photographs - Photos may exist for this station.
 JZ2542
 JZ2542.The dynamic height is computed by dividing the NAVD 88
 JZ2542.geopotential number by the normal gravity value computed on the
 JZ2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2542.degrees latitude (g = 980.6199 gals.).
 JZ2542
 JZ2542.The modeled gravity was interpolated from observed gravity values.
 JZ2542
 JZ2542;                    North         East    Units  Estimated Accuracy
 JZ2542;SPC IN E     -   498,953.6      98,169.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2542
 JZ2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1241000026(NAD 83)
 JZ2542
 JZ2542                          SUPERSEDED SURVEY CONTROL
 JZ2542
 JZ2542  NGVD 29 (??/??/92)  277.708  (m)          911.11   (f) ADJ UNCH    2 0
 JZ2542
 JZ2542.Superseded values are not recommended for survey control.
 JZ2542
 JZ2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2542.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2542
 JZ2542_MARKER: DB = BENCH MARK DISK
 JZ2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2542_STAMPING: M 242 1947
 JZ2542_MARK LOGO: CGS
 JZ2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2542+STABILITY: SURFACE MOTION
 JZ2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2542+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2542
 JZ2542  HISTORY     - Date     Condition        Report By
 JZ2542  HISTORY     - 1947     MONUMENTED       CGS
 JZ2542  HISTORY     - 20090203 GOOD             IN-059
 JZ2542
 JZ2542                          STATION DESCRIPTION
 JZ2542
 JZ2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2542'0.5 MI S FROM WESTLAND.
 JZ2542'ABOUT 0.5 MILE SOUTH ALONG A COUNTY ROAD FROM THE CROSSROADS
 JZ2542'AND STORE AT WESTLAND, SET IN THE SOUTHWEST CORNER OF THE YARD
 JZ2542'OF THE WESTLAND SCHOOL HOUSE (NOW BURNED OUT), AT A JOGGED CROSS
 JZ2542'ROAD, IN LINE WITH THE WEST TANGENT OF THE CROSS ROAD, 40 FEET
 JZ2542'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 44 FEET NORTH
 JZ2542'OF THE CENTER LINE OF THE EAST TANGENT OF THE CROSS ROAD, 21
 JZ2542'FEET EAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 JZ2542'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ2542'POST PROJECTING 6 INCHES.
 JZ2542
 JZ2542                          STATION RECOVERY (2009)
 JZ2542
 JZ2542'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2590 ***********************************************************************
 JZ2590  DESIGNATION -  M 244
 JZ2590  PID         -  JZ2590
 JZ2590  STATE/COUNTY-  IN/SHELBY
 JZ2590  COUNTRY     -  US
 JZ2590  USGS QUAD   -  MORRISTOWN (2019)
 JZ2590
 JZ2590                         *CURRENT SURVEY CONTROL
 JZ2590  ______________________________________________________________________
 JZ2590* NAD 83(1986) POSITION- 39 41 53.     (N) 085 40 15.     (W)   SCALED
 JZ2590* NAVD 88 ORTHO HEIGHT -   270.056 (meters)      886.01  (feet) ADJUSTED
 JZ2590  ______________________________________________________________________
 JZ2590  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 JZ2590  DYNAMIC HEIGHT  -        269.900 (meters)      885.50  (feet) COMP
 JZ2590  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 JZ2590
 JZ2590  VERT ORDER      -  SECOND    CLASS 0
 JZ2590
 JZ2590.The horizontal coordinates were scaled from a map and have
 JZ2590.an estimated accuracy of +/- 6 seconds.
 JZ2590
 JZ2590.The orthometric height was determined by differential leveling and
 JZ2590.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2590.in June 1991.
 JZ2590
 JZ2590.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2590.GEOID18 height accuracy estimate available here.
 JZ2590
 JZ2590.Click photographs - Photos may exist for this station.
 JZ2590
 JZ2590.The dynamic height is computed by dividing the NAVD 88
 JZ2590.geopotential number by the normal gravity value computed on the
 JZ2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2590.degrees latitude (g = 980.6199 gals.).
 JZ2590
 JZ2590.The modeled gravity was interpolated from observed gravity values.
 JZ2590
 JZ2590;                    North         East    Units  Estimated Accuracy
 JZ2590;SPC IN E     -   493,990.       99,640.      MT  (+/- 180 meters Scaled)
 JZ2590
 JZ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ139950(NAD 83)
 JZ2590
 JZ2590                          SUPERSEDED SURVEY CONTROL
 JZ2590
 JZ2590  NGVD 29 (??/??/92)  270.178  (m)          886.41   (f) ADJ UNCH    2 0
 JZ2590
 JZ2590.Superseded values are not recommended for survey control.
 JZ2590
 JZ2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2590.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2590
 JZ2590_MARKER: DB = BENCH MARK DISK
 JZ2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2590_STAMPING: M 244 1947
 JZ2590_MARK LOGO: CGS
 JZ2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2590+STABILITY: SURFACE MOTION
 JZ2590
 JZ2590  HISTORY     - Date     Condition        Report By
 JZ2590  HISTORY     - 1947     MONUMENTED       CGS
 JZ2590
 JZ2590                          STATION DESCRIPTION
 JZ2590
 JZ2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2590'3.3 MI NE FROM MORRISTOWN.
 JZ2590'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2590'BUILDING AT MORRISTOWN, THENCE 1.85 MILES NORTH AND NORTHEAST
 JZ2590'ALONG A WINDING COUNTY ROAD, THENCE 1.3 MILES EAST ALONG THE
 JZ2590'HANCOCK-SHELBY COUNTY LINE ROAD, IN THE SOUTHEAST ANGLE OF THE
 JZ2590'JUNCTION WITH A SIDE ROAD LEADING SOUTH, 18 FEET SOUTH OF THE
 JZ2590'CENTER LINE OF AN EAST-WEST ROAD, 39.5 FEET EAST OF THE CENTER
 JZ2590'LINE OF THE SIDE ROAD, 8 FEET WEST OF POWER POLE NUMBER 19/BA/43,
 JZ2590'AT THE NORTHWEST CORNER OF A HAY FIELD AND IN LINE WITH THE ROW
 JZ2590'OF POWER POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 1/2
 JZ2590'FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2590'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2416 ***********************************************************************
 JZ2416  DESIGNATION -  M 245
 JZ2416  PID         -  JZ2416
 JZ2416  STATE/COUNTY-  IN/SHELBY
 JZ2416  COUNTRY     -  US
 JZ2416  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2416
 JZ2416                         *CURRENT SURVEY CONTROL
 JZ2416  ______________________________________________________________________
 JZ2416* NAD 83(1986) POSITION- 39 32 23.     (N) 085 43 18.     (W)   SCALED
 JZ2416* NAVD 88 ORTHO HEIGHT -   248.357 (meters)      814.82  (feet) ADJUSTED
 JZ2416  ______________________________________________________________________
 JZ2416  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JZ2416  DYNAMIC HEIGHT  -        248.210 (meters)      814.34  (feet) COMP
 JZ2416  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ2416
 JZ2416  VERT ORDER      -  SECOND    CLASS 0
 JZ2416
 JZ2416.The horizontal coordinates were scaled from a map and have
 JZ2416.an estimated accuracy of +/- 6 seconds.
 JZ2416
 JZ2416.The orthometric height was determined by differential leveling and
 JZ2416.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2416.in June 1991.
 JZ2416
 JZ2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2416.GEOID18 height accuracy estimate available here.
 JZ2416
 JZ2416.Click photographs - Photos may exist for this station.
 JZ2416
 JZ2416.The dynamic height is computed by dividing the NAVD 88
 JZ2416.geopotential number by the normal gravity value computed on the
 JZ2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2416.degrees latitude (g = 980.6199 gals.).
 JZ2416
 JZ2416.The modeled gravity was interpolated from observed gravity values.
 JZ2416
 JZ2416;                    North         East    Units  Estimated Accuracy
 JZ2416;SPC IN E     -   476,420.       95,270.      MT  (+/- 180 meters Scaled)
 JZ2416
 JZ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ098774(NAD 83)
 JZ2416
 JZ2416                          SUPERSEDED SURVEY CONTROL
 JZ2416
 JZ2416  NGVD 29 (??/??/92)  248.484  (m)          815.23   (f) ADJ UNCH    2 0
 JZ2416
 JZ2416.Superseded values are not recommended for survey control.
 JZ2416
 JZ2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2416.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2416
 JZ2416_MARKER: DB = BENCH MARK DISK
 JZ2416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2416_SP_SET: BUILDING
 JZ2416_STAMPING: M 245 1947
 JZ2416_MARK LOGO: CGS
 JZ2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2416
 JZ2416  HISTORY     - Date     Condition        Report By
 JZ2416  HISTORY     - 1947     MONUMENTED       CGS
 JZ2416  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2416
 JZ2416                          STATION DESCRIPTION
 JZ2416
 JZ2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2416'3.6 MI NE FROM SHELBYVILLE.
 JZ2416'ABOUT 3.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2416'THE STATION AT SHELBYVILLE, THENCE 0.4 MILE NORTH AND 0.2 MILE
 JZ2416'WEST ALONG A GRAVEL ROAD, AT SHELBYVILLE AIRPORT, SET VERTICALLY
 JZ2416'IN THE EAST FACE OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK
 JZ2416'OFFICE BUILDING, 0.7 FOOT NORTH OF THE CORNER AND 2.5 FEET ABOVE
 JZ2416'THE GROUND.
 JZ2416
 JZ2416                          STATION RECOVERY (2013)
 JZ2416
 JZ2416'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2416'ENTIRE BUILDING IS GONE. AIRPORT HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1103 ***********************************************************************
 LA1103  DESIGNATION -  M 246
 LA1103  PID         -  LA1103
 LA1103  STATE/COUNTY-  IN/RANDOLPH
 LA1103  COUNTRY     -  US
 LA1103  USGS QUAD   -  CARLOS (2019)
 LA1103
 LA1103                         *CURRENT SURVEY CONTROL
 LA1103  ______________________________________________________________________
 LA1103* NAD 83(1986) POSITION- 40 05 31.     (N) 085 06 34.     (W)   SCALED
 LA1103* NAVD 88 ORTHO HEIGHT -   344.642 (meters)     1130.71  (feet) ADJUSTED
 LA1103  ______________________________________________________________________
 LA1103  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 LA1103  DYNAMIC HEIGHT  -        344.455 (meters)     1130.10  (feet) COMP
 LA1103  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 LA1103
 LA1103  VERT ORDER      -  SECOND    CLASS 0
 LA1103
 LA1103.The horizontal coordinates were scaled from a map and have
 LA1103.an estimated accuracy of +/- 6 seconds.
 LA1103
 LA1103.The orthometric height was determined by differential leveling and
 LA1103.adjusted by the NATIONAL GEODETIC SURVEY
 LA1103.in June 1991.
 LA1103
 LA1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1103.GEOID18 height accuracy estimate available here.
 LA1103
 LA1103.Click photographs - Photos may exist for this station.
 LA1103
 LA1103.The dynamic height is computed by dividing the NAVD 88
 LA1103.geopotential number by the normal gravity value computed on the
 LA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1103.degrees latitude (g = 980.6199 gals.).
 LA1103
 LA1103.The modeled gravity was interpolated from observed gravity values.
 LA1103
 LA1103;                    North         East    Units  Estimated Accuracy
 LA1103;SPC IN E     -   537,880.      147,520.      MT  (+/- 180 meters Scaled)
 LA1103
 LA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK611396(NAD 83)
 LA1103
 LA1103                          SUPERSEDED SURVEY CONTROL
 LA1103
 LA1103  NGVD 29 (??/??/92)  344.779  (m)         1131.16   (f) ADJ UNCH    2 0
 LA1103
 LA1103.Superseded values are not recommended for survey control.
 LA1103
 LA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1103.See file dsdata.pdf to determine how the superseded data were derived.
 LA1103
 LA1103_MARKER: DB = BENCH MARK DISK
 LA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1103_STAMPING: M 246 1947
 LA1103_MARK LOGO: CGS
 LA1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1103+STABILITY: SURFACE MOTION
 LA1103
 LA1103  HISTORY     - Date     Condition        Report By
 LA1103  HISTORY     - 1947     MONUMENTED       CGS
 LA1103
 LA1103                          STATION DESCRIPTION
 LA1103
 LA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1103'3.9 MI NE FROM MODOC.
 LA1103'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA1103'OF U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 0.9 MILE EAST ALONG
 LA1103'A GRAVEL ROAD, AT THE TOP OF A GRADE ABOUT 0.45 MILE WEST OF A
 LA1103'GRAVEL CROSS ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LA1103'36.5 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF THE WIRE FENCE,
 LA1103'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1103'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1127 ***********************************************************************
 LA1127  DESIGNATION -  M 247
 LA1127  PID         -  LA1127
 LA1127  STATE/COUNTY-  IN/HENRY
 LA1127  COUNTRY     -  US
 LA1127  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1127
 LA1127                         *CURRENT SURVEY CONTROL
 LA1127  ______________________________________________________________________
 LA1127* NAD 83(1986) POSITION- 40 02 50.     (N) 085 25 21.     (W)   SCALED
 LA1127* NAVD 88 ORTHO HEIGHT -   316.944 (meters)     1039.84  (feet) ADJUSTED
 LA1127  ______________________________________________________________________
 LA1127  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LA1127  DYNAMIC HEIGHT  -        316.772 (meters)     1039.28  (feet) COMP
 LA1127  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 LA1127
 LA1127  VERT ORDER      -  SECOND    CLASS 0
 LA1127
 LA1127.The horizontal coordinates were scaled from a map and have
 LA1127.an estimated accuracy of +/- 6 seconds.
 LA1127
 LA1127.The orthometric height was determined by differential leveling and
 LA1127.adjusted by the NATIONAL GEODETIC SURVEY
 LA1127.in June 1991.
 LA1127
 LA1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1127.GEOID18 height accuracy estimate available here.
 LA1127
 LA1127.Click photographs - Photos may exist for this station.
 LA1127
 LA1127.The dynamic height is computed by dividing the NAVD 88
 LA1127.geopotential number by the normal gravity value computed on the
 LA1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1127.degrees latitude (g = 980.6199 gals.).
 LA1127
 LA1127.The modeled gravity was interpolated from observed gravity values.
 LA1127
 LA1127;                    North         East    Units  Estimated Accuracy
 LA1127;SPC IN E     -   532,790.      120,840.      MT  (+/- 180 meters Scaled)
 LA1127
 LA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK345341(NAD 83)
 LA1127
 LA1127                          SUPERSEDED SURVEY CONTROL
 LA1127
 LA1127  NGVD 29 (??/??/92)  317.076  (m)         1040.27   (f) ADJ UNCH    2 0
 LA1127
 LA1127.Superseded values are not recommended for survey control.
 LA1127
 LA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1127.See file dsdata.pdf to determine how the superseded data were derived.
 LA1127
 LA1127_MARKER: DB = BENCH MARK DISK
 LA1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1127_STAMPING: M 247 1947
 LA1127_MARK LOGO: CGS
 LA1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1127+STABILITY: SURFACE MOTION
 LA1127
 LA1127  HISTORY     - Date     Condition        Report By
 LA1127  HISTORY     - 1947     MONUMENTED       CGS
 LA1127
 LA1127                          STATION DESCRIPTION
 LA1127
 LA1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1127'1.8 MI W FROM SPRINGPORT.
 LA1127'ABOUT 1.75 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1127'AT SPRINGPORT, AT A JOGGED CROSS ROAD, 37 FEET NORTH OF THE
 LA1127'CENTER LINE OF THE ROAD, 17.5 FEET WEST OF THE CENTER LINE OF
 LA1127'THE ROAD NORTH, 20.5 FEET NORTH OF A ROUND CONCRETE FENCE CORNER
 LA1127'POST, 6 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF THE
 LA1127'FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA1127'CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1688 ***********************************************************************
 JZ1688  DESIGNATION -  M 248
 JZ1688  PID         -  JZ1688
 JZ1688  STATE/COUNTY-  IN/HENRY
 JZ1688  COUNTRY     -  US
 JZ1688  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1688
 JZ1688                         *CURRENT SURVEY CONTROL
 JZ1688  ______________________________________________________________________
 JZ1688* NAD 83(1986) POSITION- 39 57 39.     (N) 085 28 54.     (W)   SCALED
 JZ1688* NAVD 88 ORTHO HEIGHT -   328.449 (meters)     1077.59  (feet) ADJUSTED
 JZ1688  ______________________________________________________________________
 JZ1688  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 JZ1688  DYNAMIC HEIGHT  -        328.267 (meters)     1076.99  (feet) COMP
 JZ1688  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 JZ1688
 JZ1688  VERT ORDER      -  SECOND    CLASS 0
 JZ1688
 JZ1688.The horizontal coordinates were scaled from a map and have
 JZ1688.an estimated accuracy of +/- 6 seconds.
 JZ1688
 JZ1688.The orthometric height was determined by differential leveling and
 JZ1688.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1688.in June 1991.
 JZ1688
 JZ1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1688.GEOID18 height accuracy estimate available here.
 JZ1688
 JZ1688.Click photographs - Photos may exist for this station.
 JZ1688
 JZ1688.The dynamic height is computed by dividing the NAVD 88
 JZ1688.geopotential number by the normal gravity value computed on the
 JZ1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1688.degrees latitude (g = 980.6199 gals.).
 JZ1688
 JZ1688.The modeled gravity was interpolated from observed gravity values.
 JZ1688
 JZ1688;                    North         East    Units  Estimated Accuracy
 JZ1688;SPC IN E     -   523,190.      115,810.      MT  (+/- 180 meters Scaled)
 JZ1688
 JZ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK296245(NAD 83)
 JZ1688
 JZ1688                          SUPERSEDED SURVEY CONTROL
 JZ1688
 JZ1688  NGVD 29 (??/??/92)  328.576  (m)         1078.00   (f) ADJ UNCH    2 0
 JZ1688
 JZ1688.Superseded values are not recommended for survey control.
 JZ1688
 JZ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1688.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1688
 JZ1688_MARKER: DB = BENCH MARK DISK
 JZ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1688_STAMPING: M 248 1947
 JZ1688_MARK LOGO: CGS
 JZ1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1688+STABILITY: SURFACE MOTION
 JZ1688
 JZ1688  HISTORY     - Date     Condition        Report By
 JZ1688  HISTORY     - 1947     MONUMENTED       CGS
 JZ1688
 JZ1688                          STATION DESCRIPTION
 JZ1688
 JZ1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1688'1 MI NE FROM CADIZ.
 JZ1688'ABOUT 0.7 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MAIN
 JZ1688'CROSSROADS AT CADIZ, THENCE ABOUT 0.25 MILE EAST ALONG A BLACK
 JZ1688'TOP ROAD, AT THE T JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 JZ1688'19 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 64 FEET
 JZ1688'WEST OF THE PROLONGED CENTER LINE OF THE ROAD NORTH, 14 FEET
 JZ1688'WEST OF POWER POLE NO. 812/1297, 1 FOOT NORTH OF A WIRE FENCE,
 JZ1688'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1688'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1138 ***********************************************************************
 LA1138  DESIGNATION -  M 249
 LA1138  PID         -  LA1138
 LA1138  STATE/COUNTY-  IN/DELAWARE
 LA1138  COUNTRY     -  US
 LA1138  USGS QUAD   -  MODOC (2019)
 LA1138
 LA1138                         *CURRENT SURVEY CONTROL
 LA1138  ______________________________________________________________________
 LA1138* NAD 83(1986) POSITION- 40 04 36.37   (N) 085 14 16.33   (W)   HD_HELD1
 LA1138* NAVD 88 ORTHO HEIGHT -   329.576 (meters)     1081.28  (feet) ADJUSTED
 LA1138  ______________________________________________________________________
 LA1138  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 LA1138  DYNAMIC HEIGHT  -        329.397 (meters)     1080.70  (feet) COMP
 LA1138  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 LA1138
 LA1138  VERT ORDER      -  SECOND    CLASS 0
 LA1138
 LA1138.The horizontal coordinates were determined by differentially corrected
 LA1138.hand held GPS observations or other comparable positioning techniques
 LA1138.and have an estimated accuracy of +/- 3 meters.
 LA1138
 LA1138.The orthometric height was determined by differential leveling and
 LA1138.adjusted by the NATIONAL GEODETIC SURVEY
 LA1138.in June 1991.
 LA1138
 LA1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1138.GEOID18 height accuracy estimate available here.
 LA1138
 LA1138.Click photographs - Photos may exist for this station.
 LA1138
 LA1138.The dynamic height is computed by dividing the NAVD 88
 LA1138.geopotential number by the normal gravity value computed on the
 LA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1138.degrees latitude (g = 980.6199 gals.).
 LA1138
 LA1138.The modeled gravity was interpolated from observed gravity values.
 LA1138
 LA1138;                    North         East    Units  Estimated Accuracy
 LA1138;SPC IN E     -   536,129.6     136,574.5     MT  (+/- 3 meters HH1 GPS) 
 LA1138
 LA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5025037765(NAD 83)
 LA1138
 LA1138                          SUPERSEDED SURVEY CONTROL
 LA1138
 LA1138  NGVD 29 (??/??/92)  329.712  (m)         1081.73   (f) ADJ UNCH    2 0
 LA1138
 LA1138.Superseded values are not recommended for survey control.
 LA1138
 LA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1138.See file dsdata.pdf to determine how the superseded data were derived.
 LA1138
 LA1138_MARKER: DB = BENCH MARK DISK
 LA1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1138_SP_SET: CULVERT HEADWALL
 LA1138_STAMPING: M 249 1947
 LA1138_MARK LOGO: CGS
 LA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1138+STABILITY: SURFACE MOTION
 LA1138
 LA1138  HISTORY     - Date     Condition        Report By
 LA1138  HISTORY     - 1947     MONUMENTED       CGS
 LA1138  HISTORY     - 20000830 GOOD             GOVE
 LA1138
 LA1138                          STATION DESCRIPTION
 LA1138
 LA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1138'1.2 MI N FROM BLOUNTSVILLE.
 LA1138'ABOUT 1.15 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL
 LA1138'BUILDING AT BLOUNTSVILLE, IN THE NORTHWEST QUARTER OF A CROSS
 LA1138'ROAD AT THE HENRY-DELAWARE COUNTY LINE, 13 FEET WEST OF THE
 LA1138'CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTER
 LA1138'LINE OF THE EAST-WEST COUNTY LINE ROAD, IN THE TOP OF THE
 LA1138'NORTH END OF AN L SHAPED CONCRETE HEADWALL OF A 14-INCH PIPE
 LA1138'CULVERT UNDER THE NORTH-SOUTH ROAD AND ABOUT 1.5 FEET ABOVE
 LA1138'ROAD LEVEL.
 LA1138
 LA1138                          STATION RECOVERY (2000)
 LA1138
 LA1138'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1138'ALL GRAVEL ROADS IN DESCRIPTION ARE NOW PAVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1432 ***********************************************************************
 LA1432  DESIGNATION -  M 250
 LA1432  PID         -  LA1432
 LA1432  STATE/COUNTY-  IN/MADISON
 LA1432  COUNTRY     -  US
 LA1432  USGS QUAD   -  LAPEL (2019)
 LA1432
 LA1432                         *CURRENT SURVEY CONTROL
 LA1432  ______________________________________________________________________
 LA1432* NAD 83(1986) POSITION- 40 05 03.     (N) 085 46 05.     (W)   SCALED
 LA1432* NAVD 88 ORTHO HEIGHT -   265.346 (meters)      870.56  (feet) ADJUSTED
 LA1432  ______________________________________________________________________
 LA1432  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 LA1432  DYNAMIC HEIGHT  -        265.201 (meters)      870.08  (feet) COMP
 LA1432  MODELED GRAVITY -    980,072.0   (mgal)                       NAVD 88
 LA1432
 LA1432  VERT ORDER      -  SECOND    CLASS 0
 LA1432
 LA1432.The horizontal coordinates were scaled from a map and have
 LA1432.an estimated accuracy of +/- 6 seconds.
 LA1432
 LA1432.The orthometric height was determined by differential leveling and
 LA1432.adjusted by the NATIONAL GEODETIC SURVEY
 LA1432.in June 1991.
 LA1432
 LA1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1432.GEOID18 height accuracy estimate available here.
 LA1432
 LA1432.Click photographs - Photos may exist for this station.
 LA1432
 LA1432.The dynamic height is computed by dividing the NAVD 88
 LA1432.geopotential number by the normal gravity value computed on the
 LA1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1432.degrees latitude (g = 980.6199 gals.).
 LA1432
 LA1432.The modeled gravity was interpolated from observed gravity values.
 LA1432
 LA1432;                    North         East    Units  Estimated Accuracy
 LA1432;SPC IN E     -   536,870.       91,350.      MT  (+/- 180 meters Scaled)
 LA1432
 LA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK050378(NAD 83)
 LA1432
 LA1432                          SUPERSEDED SURVEY CONTROL
 LA1432
 LA1432  NGVD 29 (??/??/92)  265.481  (m)          871.00   (f) ADJ UNCH    2 0
 LA1432
 LA1432.Superseded values are not recommended for survey control.
 LA1432
 LA1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1432.See file dsdata.pdf to determine how the superseded data were derived.
 LA1432
 LA1432_MARKER: DB = BENCH MARK DISK
 LA1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1432_STAMPING: M 250 1947
 LA1432_MARK LOGO: CGS
 LA1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1432+STABILITY: SURFACE MOTION
 LA1432
 LA1432  HISTORY     - Date     Condition        Report By
 LA1432  HISTORY     - 1947     MONUMENTED       CGS
 LA1432  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1432
 LA1432                          STATION DESCRIPTION
 LA1432
 LA1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1432'4.8 MI W FROM ANDERSON.
 LA1432'ABOUT 4.75 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM THE
 LA1432'MERIDIAN STREET STATION AT ANDERSON, AT A BLACK TOP ROAD CROSSING
 LA1432'WITH A CANNING PLANT IN THE NORTHWEST QUARTER OF THE INTERSECTION,
 LA1432'36 FEET EAST OF THE CENTER LINE OF THE ROAD, 68 FEET NORTH OF THE
 LA1432'NORTH RAIL OF THE MAIN TRACK, 14 FEET EAST OF THE WEST END POST
 LA1432'OF THE RAILROAD RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF THE FENCE
 LA1432'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 LA1432'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1432'3 INCHES.
 LA1432
 LA1432                          STATION RECOVERY (2023)
 LA1432
 LA1432'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1634 ***********************************************************************
 JZ1634  DESIGNATION -  M 251
 JZ1634  PID         -  JZ1634
 JZ1634  STATE/COUNTY-  IN/HENRY
 JZ1634  COUNTRY     -  US
 JZ1634  USGS QUAD   -  DUNREITH (2019)
 JZ1634
 JZ1634                         *CURRENT SURVEY CONTROL
 JZ1634  ______________________________________________________________________
 JZ1634* NAD 83(1986) POSITION- 39 48 15.     (N) 085 26 04.     (W)   SCALED
 JZ1634* NAVD 88 ORTHO HEIGHT -   315.735 (meters)     1035.87  (feet) ADJUSTED
 JZ1634  ______________________________________________________________________
 JZ1634  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JZ1634  DYNAMIC HEIGHT  -        315.555 (meters)     1035.28  (feet) COMP
 JZ1634  MODELED GRAVITY -    980,045.6   (mgal)                       NAVD 88
 JZ1634
 JZ1634  VERT ORDER      -  SECOND    CLASS 0
 JZ1634
 JZ1634.The horizontal coordinates were scaled from a map and have
 JZ1634.an estimated accuracy of +/- 6 seconds.
 JZ1634
 JZ1634.The orthometric height was determined by differential leveling and
 JZ1634.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1634.in June 1991.
 JZ1634
 JZ1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1634.GEOID18 height accuracy estimate available here.
 JZ1634
 JZ1634.Click photographs - Photos may exist for this station.
 JZ1634
 JZ1634.The dynamic height is computed by dividing the NAVD 88
 JZ1634.geopotential number by the normal gravity value computed on the
 JZ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1634.degrees latitude (g = 980.6199 gals.).
 JZ1634
 JZ1634.The modeled gravity was interpolated from observed gravity values.
 JZ1634
 JZ1634;                    North         East    Units  Estimated Accuracy
 JZ1634;SPC IN E     -   505,800.      119,890.      MT  (+/- 180 meters Scaled)
 JZ1634
 JZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340071(NAD 83)
 JZ1634
 JZ1634                          SUPERSEDED SURVEY CONTROL
 JZ1634
 JZ1634  NGVD 29 (??/??/92)  315.863  (m)         1036.29   (f) ADJ UNCH    2 0
 JZ1634
 JZ1634.Superseded values are not recommended for survey control.
 JZ1634
 JZ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1634.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1634
 JZ1634_MARKER: DB = BENCH MARK DISK
 JZ1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1634_STAMPING: M 251 1947
 JZ1634_MARK LOGO: CGS
 JZ1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1634+STABILITY: SURFACE MOTION
 JZ1634
 JZ1634  HISTORY     - Date     Condition        Report By
 JZ1634  HISTORY     - 1947     MONUMENTED       CGS
 JZ1634  HISTORY     - 20050901 MARK NOT FOUND   GEOCAC
 JZ1634
 JZ1634                          STATION DESCRIPTION
 JZ1634
 JZ1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1634'0.6 MI NE FROM DUREITH.
 JZ1634'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE OVERPASS
 JZ1634'OVER U.S. HIGHWAY 40 AT DUNREITH, AT A RIGHT ANGLE TURN IN THE
 JZ1634'HIGHWAY HAVING TANGENTS EXTENDING NORTH AND WEST, 40 FEET
 JZ1634'NORTH OF THE CENTER LINE OF THE WEST TANGENT, 154 FEET WEST OF
 JZ1634'THE CENTER LINE OF THE NORTH TANGENT, 31 FEET NORTHWEST OF THE
 JZ1634'WEST END OF THE NORTH CONCRETE HEADWALL OF A 14-INCH CONCRETE
 JZ1634'PIPE CULVERT, 2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 2
 JZ1634'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 JZ1634'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JZ1634'PROJECTING ABOUT 4 INCHES.
 JZ1634
 JZ1634                          STATION RECOVERY (2005)
 JZ1634
 JZ1634'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1634'THE DESCRIBED LOCATION IS NOW NEAR THE EDGE OF THE FLAMINGO RESTAURANT
 JZ1634'PARKING LOT.  THE CULVERT IS STILL THERE BUT THE OTHER MARKERS ARE
 JZ1634'GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1633 ***********************************************************************
 JZ1633  DESIGNATION -  M 252
 JZ1633  PID         -  JZ1633
 JZ1633  STATE/COUNTY-  IN/HENRY
 JZ1633  COUNTRY     -  US
 JZ1633  USGS QUAD   -  DUNREITH (2019)
 JZ1633
 JZ1633                         *CURRENT SURVEY CONTROL
 JZ1633  ______________________________________________________________________
 JZ1633* NAD 83(1986) POSITION- 39 48 04.     (N) 085 26 47.     (W)   SCALED
 JZ1633* NAVD 88 ORTHO HEIGHT -   323.449 (meters)     1061.18  (feet) ADJUSTED
 JZ1633  ______________________________________________________________________
 JZ1633  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JZ1633  DYNAMIC HEIGHT  -        323.265 (meters)     1060.58  (feet) COMP
 JZ1633  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 JZ1633
 JZ1633  VERT ORDER      -  SECOND    CLASS 0
 JZ1633
 JZ1633.The horizontal coordinates were scaled from a map and have
 JZ1633.an estimated accuracy of +/- 6 seconds.
 JZ1633
 JZ1633.The orthometric height was determined by differential leveling and
 JZ1633.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1633.in June 1991.
 JZ1633
 JZ1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1633.GEOID18 height accuracy estimate available here.
 JZ1633
 JZ1633.Click photographs - Photos may exist for this station.
 JZ1633
 JZ1633.The dynamic height is computed by dividing the NAVD 88
 JZ1633.geopotential number by the normal gravity value computed on the
 JZ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1633.degrees latitude (g = 980.6199 gals.).
 JZ1633
 JZ1633.The modeled gravity was interpolated from observed gravity values.
 JZ1633
 JZ1633;                    North         East    Units  Estimated Accuracy
 JZ1633;SPC IN E     -   505,460.      118,860.      MT  (+/- 180 meters Scaled)
 JZ1633
 JZ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK330068(NAD 83)
 JZ1633
 JZ1633                          SUPERSEDED SURVEY CONTROL
 JZ1633
 JZ1633  NGVD 29 (??/??/92)  323.578  (m)         1061.61   (f) ADJ UNCH    2 0
 JZ1633
 JZ1633.Superseded values are not recommended for survey control.
 JZ1633
 JZ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1633.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1633
 JZ1633_MARKER: DB = BENCH MARK DISK
 JZ1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1633_SP_SET: OVERPASS
 JZ1633_STAMPING: M 252 1947
 JZ1633_MARK LOGO: CGS
 JZ1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1633
 JZ1633  HISTORY     - Date     Condition        Report By
 JZ1633  HISTORY     - 1947     MONUMENTED       CGS
 JZ1633  HISTORY     - 20230301 MARK NOT FOUND   INDOT
 JZ1633
 JZ1633                          STATION DESCRIPTION
 JZ1633
 JZ1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1633'AT DUNREITH.
 JZ1633'AT DUNREITH, IN THE WEST EDGE OF TOWN, AT THE INTERSECTION OF
 JZ1633'U.S. HIGHWAY 40 AND STATE HIGHWAY 3, ABOUT 50 YARDS SOUTHWEST
 JZ1633'OF THE SOUTHWEST END OF THE OVERPASS OVER HIGHWAY 40 AND THE
 JZ1633'PENNSYLVANIA RAILROAD, IN THE TOP OF THE SOUTHWEST END OF THE
 JZ1633'NORTHWEST HEADWALL OF A CONCRETE OVERPASS OVER AN EAST-WEST
 JZ1633'ROAD (OLD ROUTE OF HIGHWAY 40), 24 FEET NORTHWEST OF THE CENTER
 JZ1633'LINE OF HIGHWAY 3, AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1633
 JZ1633                          STATION RECOVERY (2023)
 JZ1633
 JZ1633'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1633'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1541 ***********************************************************************
 JZ1541  DESIGNATION -  M 253
 JZ1541  PID         -  JZ1541
 JZ1541  STATE/COUNTY-  IN/HENRY
 JZ1541  COUNTRY     -  US
 JZ1541  USGS QUAD   -  LEWISVILLE (2019)
 JZ1541
 JZ1541                         *CURRENT SURVEY CONTROL
 JZ1541  ______________________________________________________________________
 JZ1541* NAD 83(1986) POSITION- 39 50 47.     (N) 085 15 45.     (W)   SCALED
 JZ1541* NAVD 88 ORTHO HEIGHT -   327.628 (meters)     1074.89  (feet) ADJUSTED
 JZ1541  ______________________________________________________________________
 JZ1541  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JZ1541  DYNAMIC HEIGHT  -        327.438 (meters)     1074.27  (feet) COMP
 JZ1541  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 JZ1541
 JZ1541  VERT ORDER      -  SECOND    CLASS 0
 JZ1541
 JZ1541.The horizontal coordinates were scaled from a map and have
 JZ1541.an estimated accuracy of +/- 6 seconds.
 JZ1541
 JZ1541.The orthometric height was determined by differential leveling and
 JZ1541.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1541.in June 1991.
 JZ1541
 JZ1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1541.GEOID18 height accuracy estimate available here.
 JZ1541
 JZ1541.Click photographs - Photos may exist for this station.
 JZ1541
 JZ1541.The dynamic height is computed by dividing the NAVD 88
 JZ1541.geopotential number by the normal gravity value computed on the
 JZ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1541.degrees latitude (g = 980.6199 gals.).
 JZ1541
 JZ1541.The modeled gravity was interpolated from observed gravity values.
 JZ1541
 JZ1541;                    North         East    Units  Estimated Accuracy
 JZ1541;SPC IN E     -   510,540.      134,590.      MT  (+/- 180 meters Scaled)
 JZ1541
 JZ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486121(NAD 83)
 JZ1541
 JZ1541                          SUPERSEDED SURVEY CONTROL
 JZ1541
 JZ1541  NGVD 29 (??/??/92)  327.759  (m)         1075.32   (f) ADJ UNCH    2 0
 JZ1541
 JZ1541.Superseded values are not recommended for survey control.
 JZ1541
 JZ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1541.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1541
 JZ1541_MARKER: DB = BENCH MARK DISK
 JZ1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1541_STAMPING: M 253 1947
 JZ1541_MARK LOGO: CGS
 JZ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1541+STABILITY: SURFACE MOTION
 JZ1541
 JZ1541  HISTORY     - Date     Condition        Report By
 JZ1541  HISTORY     - 1947     MONUMENTED       CGS
 JZ1541
 JZ1541                          STATION DESCRIPTION
 JZ1541
 JZ1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1541'1.2 MI S FROM NEW LISBON.
 JZ1541'ABOUT 1.2 MILE SOUTH ALONG A PAVED ROAD FROM THE NEW YORK,
 JZ1541'CHICAGO AND ST. LOUIS RAILROAD STATION AT NEW LISBON, IN THE
 JZ1541'NORTHEAST QUARTER OF AN EAST-WEST GRAVEL ROAD INTERSECTION, 49
 JZ1541'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET
 JZ1541'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF
 JZ1541'A WIRE FENCE, 31 FEET EAST OF A LARGE CONCRETE CORNER FENCE
 JZ1541'POST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT ONE-HALF
 JZ1541'FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1541'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1478 ***********************************************************************
 JZ1478  DESIGNATION -  M 254
 JZ1478  PID         -  JZ1478
 JZ1478  STATE/COUNTY-  IN/WAYNE
 JZ1478  COUNTRY     -  US
 JZ1478  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1478
 JZ1478                         *CURRENT SURVEY CONTROL
 JZ1478  ______________________________________________________________________
 JZ1478* NAD 83(1986) POSITION- 39 53 24.     (N) 085 07 52.     (W)   SCALED
 JZ1478* NAVD 88 ORTHO HEIGHT -   324.721 (meters)     1065.36  (feet) ADJUSTED
 JZ1478  ______________________________________________________________________
 JZ1478  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 JZ1478  DYNAMIC HEIGHT  -        324.537 (meters)     1064.75  (feet) COMP
 JZ1478  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 JZ1478
 JZ1478  VERT ORDER      -  SECOND    CLASS 0
 JZ1478
 JZ1478.The horizontal coordinates were scaled from a map and have
 JZ1478.an estimated accuracy of +/- 6 seconds.
 JZ1478
 JZ1478.The orthometric height was determined by differential leveling and
 JZ1478.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1478.in June 1991.
 JZ1478
 JZ1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1478.GEOID18 height accuracy estimate available here.
 JZ1478
 JZ1478.Click photographs - Photos may exist for this station.
 JZ1478
 JZ1478.The dynamic height is computed by dividing the NAVD 88
 JZ1478.geopotential number by the normal gravity value computed on the
 JZ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1478.degrees latitude (g = 980.6199 gals.).
 JZ1478
 JZ1478.The modeled gravity was interpolated from observed gravity values.
 JZ1478
 JZ1478;                    North         East    Units  Estimated Accuracy
 JZ1478;SPC IN E     -   515,440.      145,810.      MT  (+/- 180 meters Scaled)
 JZ1478
 JZ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK597172(NAD 83)
 JZ1478
 JZ1478                          SUPERSEDED SURVEY CONTROL
 JZ1478
 JZ1478  NGVD 29 (??/??/92)  324.859  (m)         1065.81   (f) ADJ UNCH    2 0
 JZ1478
 JZ1478.Superseded values are not recommended for survey control.
 JZ1478
 JZ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1478.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1478
 JZ1478_MARKER: DB = BENCH MARK DISK
 JZ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1478_STAMPING: M 254 1947
 JZ1478_MARK LOGO: CGS
 JZ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1478+STABILITY: SURFACE MOTION
 JZ1478
 JZ1478  HISTORY     - Date     Condition        Report By
 JZ1478  HISTORY     - 1947     MONUMENTED       CGS
 JZ1478
 JZ1478                          STATION DESCRIPTION
 JZ1478
 JZ1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1478'1.9 MI SE FROM HAGERSTOWN.
 JZ1478'ABOUT 1.9 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ1478'THE STATION AT HAGERSTOWN, ABOUT 0.2 MILE WEST OF MILEPOST 88,
 JZ1478'0.1 MILE EAST OF THE EAST END OF A CURVE, AT A FARM ROAD CROSSING,
 JZ1478'26 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.  13 FEET WEST OF
 JZ1478'THE CENTER LINE OF THE PRIVATE ROAD, 1 FOOT NORTH OF THE SOUTH
 JZ1478'RIGHT-OF-WAY FENCE LINE, 7 FEET WEST OF A FENCE CORNER, 2 FEET
 JZ1478'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW TRACK
 JZ1478'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ1478'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1202 ***********************************************************************
 JZ1202  DESIGNATION -  M 255
 JZ1202  PID         -  JZ1202
 JZ1202  STATE/COUNTY-  IN/WAYNE
 JZ1202  COUNTRY     -  US
 JZ1202  USGS QUAD   -  RICHMOND (2019)
 JZ1202
 JZ1202                         *CURRENT SURVEY CONTROL
 JZ1202  ______________________________________________________________________
 JZ1202* NAD 83(1986) POSITION- 39 46 47.     (N) 084 59 47.     (W)   SCALED
 JZ1202* NAVD 88 ORTHO HEIGHT -   332.562 (meters)     1091.08  (feet) ADJUSTED
 JZ1202  ______________________________________________________________________
 JZ1202  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 JZ1202  DYNAMIC HEIGHT  -        332.369 (meters)     1090.45  (feet) COMP
 JZ1202  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 JZ1202
 JZ1202  VERT ORDER      -  SECOND    CLASS 0
 JZ1202
 JZ1202.The horizontal coordinates were scaled from a map and have
 JZ1202.an estimated accuracy of +/- 6 seconds.
 JZ1202
 JZ1202.The orthometric height was determined by differential leveling and
 JZ1202.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1202.in June 1991.
 JZ1202
 JZ1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1202.GEOID18 height accuracy estimate available here.
 JZ1202
 JZ1202.Click photographs - Photos may exist for this station.
 JZ1202
 JZ1202.The dynamic height is computed by dividing the NAVD 88
 JZ1202.geopotential number by the normal gravity value computed on the
 JZ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1202.degrees latitude (g = 980.6199 gals.).
 JZ1202
 JZ1202.The modeled gravity was interpolated from observed gravity values.
 JZ1202
 JZ1202;                    North         East    Units  Estimated Accuracy
 JZ1202;SPC IN E     -   503,280.      157,420.      MT  (+/- 180 meters Scaled)
 JZ1202
 JZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK715052(NAD 83)
 JZ1202
 JZ1202                          SUPERSEDED SURVEY CONTROL
 JZ1202
 JZ1202  NGVD 29 (??/??/92)  332.703  (m)         1091.54   (f) ADJ UNCH    2 0
 JZ1202
 JZ1202.Superseded values are not recommended for survey control.
 JZ1202
 JZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1202.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1202
 JZ1202_MARKER: DB = BENCH MARK DISK
 JZ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1202_STAMPING: M 255 1947
 JZ1202_MARK LOGO: CGS
 JZ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1202+STABILITY: SURFACE MOTION
 JZ1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1202+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1202
 JZ1202  HISTORY     - Date     Condition        Report By
 JZ1202  HISTORY     - 1947     MONUMENTED       CGS
 JZ1202  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1202
 JZ1202                          STATION DESCRIPTION
 JZ1202
 JZ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1202'2.5 MI S FROM CENTERVILLE.
 JZ1202'2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION WITH
 JZ1202'U.S. HIGHWAY 40 AT CENTERVILLE, IN THE NORTHWEST QUARTER OF AN
 JZ1202'EAST-WEST GRAVEL ROAD INTERSECTION, 84 FEET WEST OF THE CENTER
 JZ1202'LINE OF THE PAVED ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 JZ1202'EAST-WEST ROAD, 57 FEET WEST OF A FENCE CORNER, 58 FEET WEST
 JZ1202'OF POWER POLE AG 50, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST
 JZ1202'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ1202'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1202
 JZ1202                          STATION RECOVERY (2003)
 JZ1202
 JZ1202'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1202'39 46.796 84 59.789 (51 FT ACCURACY)
 JZ1202'NORTH-SOUTH ROAD IS SOUTH CENTERVILLE ROAD.  EAST-WEST ROAD (NOW
 JZ1202'PAVED) IS MCCONAHA ROAD.  FENCE AND WITNESS POST ARE GONE.  MONUMENT
 JZ1202'IS IN MOWED LAWN OF RESIDENCE.
 JZ1202'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2301 ***********************************************************************
 JZ2301  DESIGNATION -  M 256
 JZ2301  PID         -  JZ2301
 JZ2301  STATE/COUNTY-  IN/DECATUR
 JZ2301  COUNTRY     -  US
 JZ2301  USGS QUAD   -  ADAMS (2019)
 JZ2301
 JZ2301                         *CURRENT SURVEY CONTROL
 JZ2301  ______________________________________________________________________
 JZ2301* NAD 83(1986) POSITION- 39 25 50.     (N) 085 37 16.     (W)   SCALED
 JZ2301* NAVD 88 ORTHO HEIGHT -   253.193 (meters)      830.68  (feet) ADJUSTED
 JZ2301  ______________________________________________________________________
 JZ2301  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ2301  DYNAMIC HEIGHT  -        253.038 (meters)      830.18  (feet) COMP
 JZ2301  MODELED GRAVITY -    980,011.9   (mgal)                       NAVD 88
 JZ2301
 JZ2301  VERT ORDER      -  FIRST     CLASS II
 JZ2301
 JZ2301.The horizontal coordinates were scaled from a map and have
 JZ2301.an estimated accuracy of +/- 6 seconds.
 JZ2301
 JZ2301.The orthometric height was determined by differential leveling and
 JZ2301.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2301.in June 1991.
 JZ2301
 JZ2301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2301.GEOID18 height accuracy estimate available here.
 JZ2301
 JZ2301.Click photographs - Photos may exist for this station.
 JZ2301
 JZ2301.The dynamic height is computed by dividing the NAVD 88
 JZ2301.geopotential number by the normal gravity value computed on the
 JZ2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2301.degrees latitude (g = 980.6199 gals.).
 JZ2301
 JZ2301.The modeled gravity was interpolated from observed gravity values.
 JZ2301
 JZ2301;                    North         East    Units  Estimated Accuracy
 JZ2301;SPC IN E     -   464,300.      103,920.      MT  (+/- 180 meters Scaled)
 JZ2301
 JZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ186654(NAD 83)
 JZ2301
 JZ2301                          SUPERSEDED SURVEY CONTROL
 JZ2301
 JZ2301  NGVD 29 (??/??/92)  253.305  (m)          831.05   (f) ADJ UNCH    1 2
 JZ2301
 JZ2301.Superseded values are not recommended for survey control.
 JZ2301
 JZ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2301.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2301
 JZ2301_MARKER: DB = BENCH MARK DISK
 JZ2301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2301_SP_SET: WINGWALL
 JZ2301_STAMPING: M 256 1947
 JZ2301_MARK LOGO: CGS
 JZ2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2301+STABILITY: SURFACE MOTION
 JZ2301
 JZ2301  HISTORY     - Date     Condition        Report By
 JZ2301  HISTORY     - 1947     MONUMENTED       CGS
 JZ2301  HISTORY     - 1986     GOOD             NGS
 JZ2301
 JZ2301                          STATION DESCRIPTION
 JZ2301
 JZ2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2301'0.3 MI E FROM ST PAUL.
 JZ2301'ABOUT 0.3 MILE EAST ALONG A BLACK TOP ROAD LEADING TO ST. OMER
 JZ2301'FROM THE SCHOOL AT ST. PAUL, SET IN THE TOP OF THE SOUTHWEST
 JZ2301'END OF THE SOUTHWEST CONCRETE WING WALL OF A 50-FOOT CONCRETE
 JZ2301'BRIDGE OVER A CREEK, 16 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2301'ROAD, 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL
 JZ2301'AND ABOUT LEVEL WITH THE ROAD.
 JZ2301
 JZ2301                          STATION RECOVERY (1986)
 JZ2301
 JZ2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1746 ***********************************************************************
 JZ1746  DESIGNATION -  M 257
 JZ1746  PID         -  JZ1746
 JZ1746  STATE/COUNTY-  IN/RUSH
 JZ1746  COUNTRY     -  US
 JZ1746  USGS QUAD   -  RUSHVILLE (2019)
 JZ1746
 JZ1746                         *CURRENT SURVEY CONTROL
 JZ1746  ______________________________________________________________________
 JZ1746* NAD 83(1986) POSITION- 39 31 01.9    (N) 085 27 39.4    (W)   HD_HELD2
 JZ1746* NAVD 88 ORTHO HEIGHT -   301.454 (meters)      989.02  (feet) ADJUSTED
 JZ1746  ______________________________________________________________________
 JZ1746  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ1746  DYNAMIC HEIGHT  -        301.271 (meters)      988.42  (feet) COMP
 JZ1746  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JZ1746
 JZ1746  VERT ORDER      -  SECOND    CLASS 0
 JZ1746
 JZ1746.The horizontal coordinates were established by autonomous hand held GPS
 JZ1746.observations and have an estimated accuracy of +/- 10 meters.
 JZ1746
 JZ1746.The orthometric height was determined by differential leveling and
 JZ1746.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1746.in June 1991.
 JZ1746
 JZ1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1746.GEOID18 height accuracy estimate available here.
 JZ1746
 JZ1746.Click photographs - Photos may exist for this station.
 JZ1746
 JZ1746.The dynamic height is computed by dividing the NAVD 88
 JZ1746.geopotential number by the normal gravity value computed on the
 JZ1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1746.degrees latitude (g = 980.6199 gals.).
 JZ1746
 JZ1746.The modeled gravity was interpolated from observed gravity values.
 JZ1746
 JZ1746;                    North         East    Units  Estimated Accuracy
 JZ1746;SPC IN E     -   473,934.      117,690.      MT  (+/- 10 meters HH2 GPS)
 JZ1746
 JZ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3229675303(NAD 83)
 JZ1746
 JZ1746                          SUPERSEDED SURVEY CONTROL
 JZ1746
 JZ1746  NGVD 29 (??/??/92)  301.581  (m)          989.44   (f) ADJ UNCH    2 0
 JZ1746
 JZ1746.Superseded values are not recommended for survey control.
 JZ1746
 JZ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1746.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1746
 JZ1746_MARKER: DB = BENCH MARK DISK
 JZ1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1746_STAMPING: M 257 1947
 JZ1746_MARK LOGO: CGS
 JZ1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1746+STABILITY: SURFACE MOTION
 JZ1746
 JZ1746  HISTORY     - Date     Condition        Report By
 JZ1746  HISTORY     - 1947     MONUMENTED       CGS
 JZ1746
 JZ1746                          STATION DESCRIPTION
 JZ1746
 JZ1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1746'2.1 MI NW FROM MILROY.
 JZ1746'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1746'NATIONAL BANK AT MILROY, THENCE ABOUT 1.7 MILES NORTH ALONG STATE
 JZ1746'HIGHWAY 3, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST ACROSS
 JZ1746'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY THEN
 JZ1746'LEADING SOUTH PARALELLING THE TRACK, ABOUT 0.3 MILE NORTH OF MILE
 JZ1746'POST 211, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 114
 JZ1746'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 36 FEET WEST
 JZ1746'OF THE WEST RAIL OF THE TRACK, 12 FEET SOUTH OF A POWER POLE,
 JZ1746'ABOUT IN LINE WITH THE ROW OF POLES, 2 FEET EAST OF A WHITE
 JZ1746'WOODEN WITNESS POST, 1 1/2-FOOT ABOVE THE HIGHWAY AND SET IN THE
 JZ1746'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1946 ***********************************************************************
 JZ1946  DESIGNATION -  M 258
 JZ1946  PID         -  JZ1946
 JZ1946  STATE/COUNTY-  IN/DECATUR
 JZ1946  COUNTRY     -  US
 JZ1946  USGS QUAD   -  CLARKSBURG (2019)
 JZ1946
 JZ1946                         *CURRENT SURVEY CONTROL
 JZ1946  ______________________________________________________________________
 JZ1946* NAD 83(1986) POSITION- 39 25 59.5    (N) 085 21 04.6    (W)   HD_HELD2
 JZ1946* NAVD 88 ORTHO HEIGHT -   324.543 (meters)     1064.77  (feet) ADJUSTED
 JZ1946  ______________________________________________________________________
 JZ1946  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JZ1946  DYNAMIC HEIGHT  -        324.342 (meters)     1064.11  (feet) COMP
 JZ1946  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 JZ1946
 JZ1946  VERT ORDER      -  SECOND    CLASS 0
 JZ1946
 JZ1946.The horizontal coordinates were established by autonomous hand held GPS
 JZ1946.observations and have an estimated accuracy of +/- 10 meters.
 JZ1946
 JZ1946.The orthometric height was determined by differential leveling and
 JZ1946.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1946.in June 1991.
 JZ1946
 JZ1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1946.GEOID18 height accuracy estimate available here.
 JZ1946
 JZ1946.Click photographs - Photos may exist for this station.
 JZ1946
 JZ1946.The dynamic height is computed by dividing the NAVD 88
 JZ1946.geopotential number by the normal gravity value computed on the
 JZ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1946.degrees latitude (g = 980.6199 gals.).
 JZ1946
 JZ1946.The modeled gravity was interpolated from observed gravity values.
 JZ1946
 JZ1946;                    North         East    Units  Estimated Accuracy
 JZ1946;SPC IN E     -   464,635.      127,153.      MT  (+/- 10 meters HH2 GPS)
 JZ1946
 JZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4189466147(NAD 83)
 JZ1946
 JZ1946                          SUPERSEDED SURVEY CONTROL
 JZ1946
 JZ1946  NGVD 29 (??/??/92)  324.676  (m)         1065.21   (f) ADJ UNCH    2 0
 JZ1946
 JZ1946.Superseded values are not recommended for survey control.
 JZ1946
 JZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1946.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1946
 JZ1946_MARKER: DB = BENCH MARK DISK
 JZ1946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1946_SP_SET: FOUNDATION
 JZ1946_STAMPING: M 258 1947
 JZ1946_MARK LOGO: CGS
 JZ1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1946
 JZ1946  HISTORY     - Date     Condition        Report By
 JZ1946  HISTORY     - 1947     MONUMENTED       CGS
 JZ1946
 JZ1946                          STATION DESCRIPTION
 JZ1946
 JZ1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1946'0.2 MI W FROM CLARKSBURG.
 JZ1946'AT CLARKSBURG, ABOUT 0.2 MILE WEST OF THE CROSSROADS, SET
 JZ1946'VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER OF THE
 JZ1946'CONCRETE BLOCK FOUNDATION OF A CHURCH, 2 FEET EAST OF THE
 JZ1946'SOUTHWEST CORNER, AND 3.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1980 ***********************************************************************
 JZ1980  DESIGNATION -  M 259
 JZ1980  PID         -  JZ1980
 JZ1980  STATE/COUNTY-  IN/DECATUR
 JZ1980  COUNTRY     -  US
 JZ1980  USGS QUAD   -  NEW POINT (2019)
 JZ1980
 JZ1980                         *CURRENT SURVEY CONTROL
 JZ1980  ______________________________________________________________________
 JZ1980* NAD 83(1986) POSITION- 39 20 29.     (N) 085 19 40.     (W)   SCALED
 JZ1980* NAVD 88 ORTHO HEIGHT -   311.130 (meters)     1020.77  (feet) ADJUSTED
 JZ1980  ______________________________________________________________________
 JZ1980  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 JZ1980  DYNAMIC HEIGHT  -        310.936 (meters)     1020.13  (feet) COMP
 JZ1980  MODELED GRAVITY -    979,996.6   (mgal)                       NAVD 88
 JZ1980
 JZ1980  VERT ORDER      -  SECOND    CLASS 0
 JZ1980
 JZ1980.The horizontal coordinates were scaled from a map and have
 JZ1980.an estimated accuracy of +/- 6 seconds.
 JZ1980
 JZ1980.The orthometric height was determined by differential leveling and
 JZ1980.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1980.in June 1991.
 JZ1980
 JZ1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1980.GEOID18 height accuracy estimate available here.
 JZ1980
 JZ1980.Click photographs - Photos may exist for this station.
 JZ1980
 JZ1980.The dynamic height is computed by dividing the NAVD 88
 JZ1980.geopotential number by the normal gravity value computed on the
 JZ1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1980.degrees latitude (g = 980.6199 gals.).
 JZ1980
 JZ1980.The modeled gravity was interpolated from observed gravity values.
 JZ1980
 JZ1980;                    North         East    Units  Estimated Accuracy
 JZ1980;SPC IN E     -   454,450.      129,210.      MT  (+/- 180 meters Scaled)
 JZ1980
 JZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ441559(NAD 83)
 JZ1980
 JZ1980                          SUPERSEDED SURVEY CONTROL
 JZ1980
 JZ1980  NGVD 29 (??/??/92)  311.263  (m)         1021.20   (f) ADJ UNCH    2 0
 JZ1980
 JZ1980.Superseded values are not recommended for survey control.
 JZ1980
 JZ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1980.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1980
 JZ1980_MARKER: DB = BENCH MARK DISK
 JZ1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1980_STAMPING: M 259 1947
 JZ1980_MARK LOGO: CGS
 JZ1980_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1980+STABILITY: SURFACE MOTION
 JZ1980
 JZ1980  HISTORY     - Date     Condition        Report By
 JZ1980  HISTORY     - 1947     MONUMENTED       CGS
 JZ1980
 JZ1980                          STATION DESCRIPTION
 JZ1980
 JZ1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1980'2 MI S FROM ST MAURICE.
 JZ1980'ABOUT 2.0 MILES SOUTH ALONG THE ROSSBURG ROAD FROM THE GENERAL
 JZ1980'STORE AT ST. MAURICE, ABOUT 1.25 MILES NORTH OF THE BAPTIST
 JZ1980'CHURCH AT ROSSBURG, AT THE SOUTHEAST END OF A CURVE IN THE ROAD
 JZ1980'WITH TANGENTS EXTENDING SOUTHEAST AND NORTH, 138 FEET SOUTHEAST
 JZ1980'AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A FARM HOUSE, 25
 JZ1980'FEET NORTHWEST OF A 20-INCH OAK TREE, 13 FEET NORTHEAST OF THE
 JZ1980'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE FENCE LINE, 2 FEET
 JZ1980'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1980'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0086 ***********************************************************************
 LB0086  DESIGNATION -  M 26
 LB0086  PID         -  LB0086
 LB0086  STATE/COUNTY-  IN/HOWARD
 LB0086  COUNTRY     -  US
 LB0086  USGS QUAD   -  GALVESTON (2019)
 LB0086
 LB0086                         *CURRENT SURVEY CONTROL
 LB0086  ______________________________________________________________________
 LB0086* NAD 83(1986) POSITION- 40 31 56.     (N) 086 09 18.     (W)   SCALED
 LB0086* NAVD 88 ORTHO HEIGHT -   252.501 (meters)      828.41  (feet) ADJUSTED
 LB0086  ______________________________________________________________________
 LB0086  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 LB0086  DYNAMIC HEIGHT  -        252.372 (meters)      827.99  (feet) COMP
 LB0086  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 LB0086
 LB0086  VERT ORDER      -  SECOND    CLASS 0
 LB0086
 LB0086.The horizontal coordinates were scaled from a map and have
 LB0086.an estimated accuracy of +/- 6 seconds.
 LB0086
 LB0086.The orthometric height was determined by differential leveling and
 LB0086.adjusted by the NATIONAL GEODETIC SURVEY
 LB0086.in June 1991.
 LB0086
 LB0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0086.GEOID18 height accuracy estimate available here.
 LB0086
 LB0086.Click photographs - Photos may exist for this station.
 LB0086
 LB0086.The dynamic height is computed by dividing the NAVD 88
 LB0086.geopotential number by the normal gravity value computed on the
 LB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0086.degrees latitude (g = 980.6199 gals.).
 LB0086
 LB0086.The modeled gravity was interpolated from observed gravity values.
 LB0086
 LB0086;                    North         East    Units  Estimated Accuracy
 LB0086;SPC IN E     -   586,730.       58,630.      MT  (+/- 180 meters Scaled)
 LB0086
 LB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK715871(NAD 83)
 LB0086
 LB0086                          SUPERSEDED SURVEY CONTROL
 LB0086
 LB0086  NGVD 29 (??/??/92)  252.623  (m)          828.81   (f) ADJ UNCH    2 0
 LB0086
 LB0086.Superseded values are not recommended for survey control.
 LB0086
 LB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0086.See file dsdata.pdf to determine how the superseded data were derived.
 LB0086
 LB0086_MARKER: DB = BENCH MARK DISK
 LB0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0086_STAMPING: M 26 1934
 LB0086_MARK LOGO: CGS
 LB0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0086+STABILITY: SURFACE MOTION
 LB0086
 LB0086  HISTORY     - Date     Condition        Report By
 LB0086  HISTORY     - 1934     MONUMENTED       CGS
 LB0086  HISTORY     - 1938     GOOD             CGS
 LB0086
 LB0086                          STATION DESCRIPTION
 LB0086
 LB0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0086'2.8 MI NW FROM KOKOMO.
 LB0086'2.8 MILES NORTHWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0086'PENNSYLVANIA RAILROAD FROM THE STATION AT KOKOMO, HOWARD COUNTY,
 LB0086'28 RAILS NORTHWEST OF MILEPOST C 162, 50 YARDS NORTHEAST OF THE
 LB0086'HOME OF EDGAR GRAYSON, IN THE NORTHEAST ANGLE OF A COUNTY
 LB0086'TAR-ROAD CROSSING, 6-1/2 YARDS NORTHEAST OF THE NORTHEAST RAIL
 LB0086'AT THE CENTER OF THE CROSSING, AND 2 YARDS SOUTHWEST O A FENCE
 LB0086'LINE.  A STANDARD DISK, STAMPED M 26 1934 AND SET IN THE TOP OF
 LB0086'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1969 ***********************************************************************
 JZ1969  DESIGNATION -  M 260
 JZ1969  PID         -  JZ1969
 JZ1969  STATE/COUNTY-  IN/FRANKLIN
 JZ1969  COUNTRY     -  US
 JZ1969  USGS QUAD   -  METAMORA (2019)
 JZ1969
 JZ1969                         *CURRENT SURVEY CONTROL
 JZ1969  ______________________________________________________________________
 JZ1969* NAD 83(1986) POSITION- 39 23 35.     (N) 085 12 31.     (W)   SCALED
 JZ1969* NAVD 88 ORTHO HEIGHT -   217.954 (meters)      715.07  (feet) ADJUSTED
 JZ1969  ______________________________________________________________________
 JZ1969  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 JZ1969  DYNAMIC HEIGHT  -        217.820 (meters)      714.63  (feet) COMP
 JZ1969  MODELED GRAVITY -    980,007.2   (mgal)                       NAVD 88
 JZ1969
 JZ1969  VERT ORDER      -  SECOND    CLASS 0
 JZ1969
 JZ1969.The horizontal coordinates were scaled from a map and have
 JZ1969.an estimated accuracy of +/- 6 seconds.
 JZ1969
 JZ1969.The orthometric height was determined by differential leveling and
 JZ1969.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1969.in June 1991.
 JZ1969
 JZ1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1969.GEOID18 height accuracy estimate available here.
 JZ1969
 JZ1969.Click photographs - Photos may exist for this station.
 JZ1969
 JZ1969.The dynamic height is computed by dividing the NAVD 88
 JZ1969.geopotential number by the normal gravity value computed on the
 JZ1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1969.degrees latitude (g = 980.6199 gals.).
 JZ1969
 JZ1969.The modeled gravity was interpolated from observed gravity values.
 JZ1969
 JZ1969;                    North         East    Units  Estimated Accuracy
 JZ1969;SPC IN E     -   460,230.      139,460.      MT  (+/- 180 meters Scaled)
 JZ1969
 JZ1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ542619(NAD 83)
 JZ1969
 JZ1969                          SUPERSEDED SURVEY CONTROL
 JZ1969
 JZ1969  NGVD 29 (??/??/92)  218.104  (m)          715.56   (f) ADJ UNCH    2 0
 JZ1969
 JZ1969.Superseded values are not recommended for survey control.
 JZ1969
 JZ1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1969.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1969
 JZ1969_MARKER: DB = BENCH MARK DISK
 JZ1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1969_STAMPING: M 260 1947
 JZ1969_MARK LOGO: CGS
 JZ1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1969+STABILITY: SURFACE MOTION
 JZ1969
 JZ1969  HISTORY     - Date     Condition        Report By
 JZ1969  HISTORY     - 1947     MONUMENTED       CGS
 JZ1969
 JZ1969                          STATION DESCRIPTION
 JZ1969
 JZ1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1969'2.6 MI SW FROM PEPPERTOWN.
 JZ1969'ABOUT 2.65 MILES SOUTHWEST ALONG THE HAMBURG ROAD FROM THE
 JZ1969'LUTHERAN CHURCH AT PEPPERTOWN, AT THE ANNA BEDEL FARM HOUSE ON
 JZ1969'THE EAST SIDE OF THE ROAD, 103 FEET NORTHWEST OF THE NORTHWEST
 JZ1969'CORNER OF THE HOUSE, 222 FEET NORTH OF THE NORTH BANK OF A FORK
 JZ1969'OF SALT CREEK AT A FORD, 33 FEET SOUTHEAST AND ACROSS THE ROAD
 JZ1969'FROM A TELEPHONE POLE, 19 FEET EAST OF THE CENTER LINE OF THE
 JZ1969'ROAD, 4 FEET EAST OF A FENCE CORNER, 25 FEET WEST OF A SMALL
 JZ1969'PEACH TREE, 1.5 FEET NORTH OF THE FENCE LINE, ABOUT LEVEL WITH
 JZ1969'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JZ1969'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2003 ***********************************************************************
 JZ2003  DESIGNATION -  M 261
 JZ2003  PID         -  JZ2003
 JZ2003  STATE/COUNTY-  IN/FRANKLIN
 JZ2003  COUNTRY     -  US
 JZ2003  USGS QUAD   -  METAMORA (2019)
 JZ2003
 JZ2003                         *CURRENT SURVEY CONTROL
 JZ2003  ______________________________________________________________________
 JZ2003* NAD 83(1986) POSITION- 39 26 55.     (N) 085 10 11.     (W)   SCALED
 JZ2003* NAVD 88 ORTHO HEIGHT -   210.116 (meters)      689.36  (feet) ADJUSTED
 JZ2003  ______________________________________________________________________
 JZ2003  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ2003  DYNAMIC HEIGHT  -        209.988 (meters)      688.94  (feet) COMP
 JZ2003  MODELED GRAVITY -    980,012.0   (mgal)                       NAVD 88
 JZ2003
 JZ2003  VERT ORDER      -  SECOND    CLASS 0
 JZ2003
 JZ2003.The horizontal coordinates were scaled from a map and have
 JZ2003.an estimated accuracy of +/- 6 seconds.
 JZ2003
 JZ2003.The orthometric height was determined by differential leveling and
 JZ2003.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2003.in June 1991.
 JZ2003
 JZ2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2003.GEOID18 height accuracy estimate available here.
 JZ2003
 JZ2003.Click photographs - Photos may exist for this station.
 JZ2003
 JZ2003.The dynamic height is computed by dividing the NAVD 88
 JZ2003.geopotential number by the normal gravity value computed on the
 JZ2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2003.degrees latitude (g = 980.6199 gals.).
 JZ2003
 JZ2003.The modeled gravity was interpolated from observed gravity values.
 JZ2003
 JZ2003;                    North         East    Units  Estimated Accuracy
 JZ2003;SPC IN E     -   466,420.      142,770.      MT  (+/- 180 meters Scaled)
 JZ2003
 JZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ574681(NAD 83)
 JZ2003
 JZ2003                          SUPERSEDED SURVEY CONTROL
 JZ2003
 JZ2003  NGVD 29 (??/??/92)  210.273  (m)          689.87   (f) ADJ UNCH    2 0
 JZ2003
 JZ2003.Superseded values are not recommended for survey control.
 JZ2003
 JZ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2003.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2003
 JZ2003_MARKER: DB = BENCH MARK DISK
 JZ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2003_STAMPING: M 261 1947
 JZ2003_MARK LOGO: CGS
 JZ2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2003+STABILITY: SURFACE MOTION
 JZ2003
 JZ2003  HISTORY     - Date     Condition        Report By
 JZ2003  HISTORY     - 1947     MONUMENTED       CGS
 JZ2003
 JZ2003                          STATION DESCRIPTION
 JZ2003
 JZ2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2003'5.8 MI N FROM PEPPERTOWN.
 JZ2003'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ2003'CHURCH AT PEPPERTOWN, THENCE ABOUT 1.05 MILES NORTHWEST ALONG
 JZ2003'U.S. HIGHWAY 52, ABOUT 0.65 MILE SOUTHEAST OF THE JUNCTION OF
 JZ2003'STATE HIGHWAY 121, 0.1 MILE EAST OF C.A. LEDFORDS FARM, 28.5 FEET
 JZ2003'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF POWER
 JZ2003'POLE NO. 550/095, 8 FEET EAST OF THE EAST GATE POST AT A PASTURE
 JZ2003'ENTRANCE, 1.5 FEET NORTH OF THE FENCE LINE, 2 FEET WEST OF A
 JZ2003'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 JZ2003'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2003'NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT LAUREL BY
 JZ2003'GOING ABOUT 4.75 MILES SOUTH ALONG STATE HIGHWAY 121, THENCE
 JZ2003'ABOUT 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 52.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1987 ***********************************************************************
 JZ1987  DESIGNATION -  M 262
 JZ1987  PID         -  JZ1987
 JZ1987  STATE/COUNTY-  IN/FRANKLIN
 JZ1987  COUNTRY     -  US
 JZ1987  USGS QUAD   -  CLARKSBURG (2019)
 JZ1987
 JZ1987                         *CURRENT SURVEY CONTROL
 JZ1987  ______________________________________________________________________
 JZ1987* NAD 83(1986) POSITION- 39 29 36.     (N) 085 16 11.     (W)   SCALED
 JZ1987* NAVD 88 ORTHO HEIGHT -   314.809 (meters)     1032.84  (feet) ADJUSTED
 JZ1987  ______________________________________________________________________
 JZ1987  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ1987  DYNAMIC HEIGHT  -        314.616 (meters)     1032.20  (feet) COMP
 JZ1987  MODELED GRAVITY -    980,003.3   (mgal)                       NAVD 88
 JZ1987
 JZ1987  VERT ORDER      -  SECOND    CLASS 0
 JZ1987
 JZ1987.The horizontal coordinates were scaled from a map and have
 JZ1987.an estimated accuracy of +/- 6 seconds.
 JZ1987
 JZ1987.The orthometric height was determined by differential leveling and
 JZ1987.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1987.in June 1991.
 JZ1987
 JZ1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1987.GEOID18 height accuracy estimate available here.
 JZ1987
 JZ1987.Click photographs - Photos may exist for this station.
 JZ1987
 JZ1987.The dynamic height is computed by dividing the NAVD 88
 JZ1987.geopotential number by the normal gravity value computed on the
 JZ1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1987.degrees latitude (g = 980.6199 gals.).
 JZ1987
 JZ1987.The modeled gravity was interpolated from observed gravity values.
 JZ1987
 JZ1987;                    North         East    Units  Estimated Accuracy
 JZ1987;SPC IN E     -   471,340.      134,150.      MT  (+/- 180 meters Scaled)
 JZ1987
 JZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ487729(NAD 83)
 JZ1987
 JZ1987                          SUPERSEDED SURVEY CONTROL
 JZ1987
 JZ1987  NGVD 29 (??/??/92)  314.946  (m)         1033.29   (f) ADJ UNCH    2 0
 JZ1987
 JZ1987.Superseded values are not recommended for survey control.
 JZ1987
 JZ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1987.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1987
 JZ1987_MARKER: DB = BENCH MARK DISK
 JZ1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1987_STAMPING: M 262 1947
 JZ1987_MARK LOGO: CGS
 JZ1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1987+STABILITY: SURFACE MOTION
 JZ1987
 JZ1987  HISTORY     - Date     Condition        Report By
 JZ1987  HISTORY     - 1947     MONUMENTED       CGS
 JZ1987
 JZ1987                          STATION DESCRIPTION
 JZ1987
 JZ1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1987'0.8 MI SE FROM ANDERSONVILLE.
 JZ1987'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 JZ1987'OF STATE HIGHWAY 244 AT ANDERSONVILLE, AT THE NORTHWEST END OF
 JZ1987'BEECH GROVE PARK, ABOUT 0.15 MILE NORTHWEST OF THE GULF STATION
 JZ1987'AND TRUCK STOP AT THE PARK, AT A T FENCE CORNER, 25 FEET SOUTH
 JZ1987'OF THE CENTER LINE OF THE HIGHWAY, 28.5 FEET NORTH OF A 16-INCH
 JZ1987'BEECH TREE, 2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTH
 JZ1987'OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JZ1987'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1785 ***********************************************************************
 JZ1785  DESIGNATION -  M 263
 JZ1785  PID         -  JZ1785
 JZ1785  STATE/COUNTY-  IN/FAYETTE
 JZ1785  COUNTRY     -  US
 JZ1785  USGS QUAD   -  EVERTON (2019)
 JZ1785
 JZ1785                         *CURRENT SURVEY CONTROL
 JZ1785  ______________________________________________________________________
 JZ1785* NAD 83(1986) POSITION- 39 36 13.     (N) 085 03 16.     (W)   SCALED
 JZ1785* NAVD 88 ORTHO HEIGHT -   287.221 (meters)      942.32  (feet) ADJUSTED
 JZ1785  ______________________________________________________________________
 JZ1785  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 JZ1785  DYNAMIC HEIGHT  -        287.049 (meters)      941.76  (feet) COMP
 JZ1785  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 JZ1785
 JZ1785  VERT ORDER      -  SECOND    CLASS 0
 JZ1785
 JZ1785.The horizontal coordinates were scaled from a map and have
 JZ1785.an estimated accuracy of +/- 6 seconds.
 JZ1785
 JZ1785.The orthometric height was determined by differential leveling and
 JZ1785.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1785.in June 1991.
 JZ1785
 JZ1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1785.GEOID18 height accuracy estimate available here.
 JZ1785
 JZ1785.Click photographs - Photos may exist for this station.
 JZ1785
 JZ1785.The dynamic height is computed by dividing the NAVD 88
 JZ1785.geopotential number by the normal gravity value computed on the
 JZ1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1785.degrees latitude (g = 980.6199 gals.).
 JZ1785
 JZ1785.The modeled gravity was interpolated from observed gravity values.
 JZ1785
 JZ1785;                    North         East    Units  Estimated Accuracy
 JZ1785;SPC IN E     -   483,690.      152,580.      MT  (+/- 180 meters Scaled)
 JZ1785
 JZ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670855(NAD 83)
 JZ1785
 JZ1785                          SUPERSEDED SURVEY CONTROL
 JZ1785
 JZ1785  NGVD 29 (??/??/92)  287.370  (m)          942.81   (f) ADJ UNCH    2 0
 JZ1785
 JZ1785.Superseded values are not recommended for survey control.
 JZ1785
 JZ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1785.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1785
 JZ1785_MARKER: DB = BENCH MARK DISK
 JZ1785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1785_SP_SET: CULVERT HEADWALL
 JZ1785_STAMPING: M 263 1947
 JZ1785_MARK LOGO: CGS
 JZ1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1785+STABILITY: SURFACE MOTION
 JZ1785
 JZ1785  HISTORY     - Date     Condition        Report By
 JZ1785  HISTORY     - 1947     MONUMENTED       CGS
 JZ1785
 JZ1785                          STATION DESCRIPTION
 JZ1785
 JZ1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1785'0.6 MI S FROM ALQUINA.
 JZ1785'ABOUT 0.6 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1785'AT ALQUINA, ABOUT 0.35 MILE NORTH OF AN EAST-WEST GRAVEL CROSS
 JZ1785'ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 JZ1785'OF A 15-FOOT CORRUGATED STEEL ARCH CULVERT OVER VILLAGE
 JZ1785'CREEK, 11 FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF
 JZ1785'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2012 ***********************************************************************
 JZ2012  DESIGNATION -  M 264
 JZ2012  PID         -  JZ2012
 JZ2012  STATE/COUNTY-  IN/FRANKLIN
 JZ2012  COUNTRY     -  US
 JZ2012  USGS QUAD   -  BATESVILLE (2019)
 JZ2012
 JZ2012                         *CURRENT SURVEY CONTROL
 JZ2012  ______________________________________________________________________
 JZ2012* NAD 83(1986) POSITION- 39 20 45.     (N) 085 09 27.     (W)   SCALED
 JZ2012* NAVD 88 ORTHO HEIGHT -   294.545 (meters)      966.35  (feet) ADJUSTED
 JZ2012  ______________________________________________________________________
 JZ2012  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 JZ2012  DYNAMIC HEIGHT  -        294.362 (meters)      965.75  (feet) COMP
 JZ2012  MODELED GRAVITY -    979,997.9   (mgal)                       NAVD 88
 JZ2012
 JZ2012  VERT ORDER      -  SECOND    CLASS 0
 JZ2012
 JZ2012.The horizontal coordinates were scaled from a map and have
 JZ2012.an estimated accuracy of +/- 6 seconds.
 JZ2012
 JZ2012.The orthometric height was determined by differential leveling and
 JZ2012.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2012.in June 1991.
 JZ2012
 JZ2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2012.GEOID18 height accuracy estimate available here.
 JZ2012
 JZ2012.Click photographs - Photos may exist for this station.
 JZ2012
 JZ2012.The dynamic height is computed by dividing the NAVD 88
 JZ2012.geopotential number by the normal gravity value computed on the
 JZ2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2012.degrees latitude (g = 980.6199 gals.).
 JZ2012
 JZ2012.The modeled gravity was interpolated from observed gravity values.
 JZ2012
 JZ2012;                    North         East    Units  Estimated Accuracy
 JZ2012;SPC IN E     -   455,010.      143,890.      MT  (+/- 180 meters Scaled)
 JZ2012
 JZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ587567(NAD 83)
 JZ2012
 JZ2012                          SUPERSEDED SURVEY CONTROL
 JZ2012
 JZ2012  NGVD 29 (??/??/92)  294.703  (m)          966.87   (f) ADJ UNCH    2 0
 JZ2012
 JZ2012.Superseded values are not recommended for survey control.
 JZ2012
 JZ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2012.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2012
 JZ2012_MARKER: DB = BENCH MARK DISK
 JZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2012_STAMPING: M 264 947
 JZ2012_MARK LOGO: CGS
 JZ2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2012+STABILITY: SURFACE MOTION
 JZ2012
 JZ2012  HISTORY     - Date     Condition        Report By
 JZ2012  HISTORY     - 1947     MONUMENTED       CGS
 JZ2012
 JZ2012                          STATION DESCRIPTION
 JZ2012
 JZ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2012'2.9 MI E FROM OLDENBURG.
 JZ2012'ABOUT 2.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 JZ2012'WITH STATE HIGHWAY 229 AT OLDENBURG, ABOUT 0.9 MILE EAST OF THE
 JZ2012'EAST END OF A COVERED BRIDGE OVER CLEAR FORK, AT THE WEST CORNER
 JZ2012'OF A WOODED AREA AND THE NORTH CORNER OF A CULTIVATED FIELD, 28
 JZ2012'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.5 FEET SOUTHEAST
 JZ2012'OF A TELEPHONE POLE, 8 FEET SOUTHWEST OF A TRIPPLE-TRUNK ASH
 JZ2012'TREE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2012'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2012'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0936 ***********************************************************************
 JZ0936  DESIGNATION -  M 265
 JZ0936  PID         -  JZ0936
 JZ0936  STATE/COUNTY-  IN/FRANKLIN
 JZ0936  COUNTRY     -  US
 JZ0936  USGS QUAD   -  WHITCOMB (2019)
 JZ0936
 JZ0936                         *CURRENT SURVEY CONTROL
 JZ0936  ______________________________________________________________________
 JZ0936* NAD 83(1986) POSITION- 39 24 59.     (N) 084 59 09.     (W)   SCALED
 JZ0936* NAVD 88 ORTHO HEIGHT -   237.278 (meters)      778.47  (feet) ADJUSTED
 JZ0936  ______________________________________________________________________
 JZ0936  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 JZ0936  DYNAMIC HEIGHT  -        237.136 (meters)      778.00  (feet) COMP
 JZ0936  MODELED GRAVITY -    980,021.8   (mgal)                       NAVD 88
 JZ0936
 JZ0936  VERT ORDER      -  SECOND    CLASS 0
 JZ0936
 JZ0936.The horizontal coordinates were scaled from a map and have
 JZ0936.an estimated accuracy of +/- 6 seconds.
 JZ0936
 JZ0936.The orthometric height was determined by differential leveling and
 JZ0936.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0936.in June 1991.
 JZ0936
 JZ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0936.GEOID18 height accuracy estimate available here.
 JZ0936
 JZ0936.Click photographs - Photos may exist for this station.
 JZ0936
 JZ0936.The dynamic height is computed by dividing the NAVD 88
 JZ0936.geopotential number by the normal gravity value computed on the
 JZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0936.degrees latitude (g = 980.6199 gals.).
 JZ0936
 JZ0936.The modeled gravity was interpolated from observed gravity values.
 JZ0936
 JZ0936;                    North         East    Units  Estimated Accuracy
 JZ0936;SPC IN E     -   462,940.      158,630.      MT  (+/- 180 meters Scaled)
 JZ0936
 JZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ733649(NAD 83)
 JZ0936
 JZ0936                          SUPERSEDED SURVEY CONTROL
 JZ0936
 JZ0936  NGVD 29 (??/??/92)  237.457  (m)          779.06   (f) ADJ UNCH    2 0
 JZ0936
 JZ0936.Superseded values are not recommended for survey control.
 JZ0936
 JZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0936.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0936
 JZ0936_MARKER: DB = BENCH MARK DISK
 JZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0936_STAMPING: M 265 1947
 JZ0936_MARK LOGO: CGS
 JZ0936_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0936+STABILITY: SURFACE MOTION
 JZ0936
 JZ0936  HISTORY     - Date     Condition        Report By
 JZ0936  HISTORY     - 1947     MONUMENTED       CGS
 JZ0936
 JZ0936                          STATION DESCRIPTION
 JZ0936
 JZ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0936'1.5 MI E FROM BROOKVILLE.
 JZ0936'1.5 MILES EAST ALONG STATE HIGHWAY 252 FROM THE COURT HOUSE AT
 JZ0936'BROOKVILLE, ABOUT 1.05 MILES EAST OF THE EAST END OF THE BRIDGE
 JZ0936'OVER THE EAST FORK OF WHITEWATER RIVER, ABOUT 0.3 MILE WEST OF
 JZ0936'THE JUNCTION OF A SIDE ROAD SOUTH AND A BRIDGE OVER A STREAM,
 JZ0936'ABOUT 100 YARDS WEST OF A CURVE WITH TANGENTS WEST AND SOUTHEAST,
 JZ0936'26.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 95 FEET
 JZ0936'WEST-SOUTHWEST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT, 45
 JZ0936'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO.
 JZ0936'888, 1.5 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 JZ0936'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JZ0936'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2141 ***********************************************************************
 JZ2141  DESIGNATION -  M 266
 JZ2141  PID         -  JZ2141
 JZ2141  STATE/COUNTY-  IN/SHELBY
 JZ2141  COUNTRY     -  US
 JZ2141  USGS QUAD   -  WALDRON (2019)
 JZ2141
 JZ2141                         *CURRENT SURVEY CONTROL
 JZ2141  ______________________________________________________________________
 JZ2141* NAD 83(1986) POSITION- 39 27 00.     (N) 085 39 45.     (W)   SCALED
 JZ2141* NAVD 88 ORTHO HEIGHT -   253.259 (meters)      830.90  (feet) ADJUSTED
 JZ2141  ______________________________________________________________________
 JZ2141  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JZ2141  DYNAMIC HEIGHT  -        253.106 (meters)      830.40  (feet) COMP
 JZ2141  MODELED GRAVITY -    980,017.1   (mgal)                       NAVD 88
 JZ2141
 JZ2141  VERT ORDER      -  FIRST     CLASS II
 JZ2141
 JZ2141.The horizontal coordinates were scaled from a map and have
 JZ2141.an estimated accuracy of +/- 6 seconds.
 JZ2141
 JZ2141.The orthometric height was determined by differential leveling and
 JZ2141.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2141.in June 1991.
 JZ2141
 JZ2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2141.GEOID18 height accuracy estimate available here.
 JZ2141
 JZ2141.Click photographs - Photos may exist for this station.
 JZ2141
 JZ2141.The dynamic height is computed by dividing the NAVD 88
 JZ2141.geopotential number by the normal gravity value computed on the
 JZ2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2141.degrees latitude (g = 980.6199 gals.).
 JZ2141
 JZ2141.The modeled gravity was interpolated from observed gravity values.
 JZ2141
 JZ2141;                    North         East    Units  Estimated Accuracy
 JZ2141;SPC IN E     -   466,450.      100,360.      MT  (+/- 180 meters Scaled)
 JZ2141
 JZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ150675(NAD 83)
 JZ2141
 JZ2141                          SUPERSEDED SURVEY CONTROL
 JZ2141
 JZ2141  NGVD 29 (??/??/92)  253.374  (m)          831.28   (f) ADJ UNCH    1 2
 JZ2141
 JZ2141.Superseded values are not recommended for survey control.
 JZ2141
 JZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2141.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2141
 JZ2141_MARKER: DB = BENCH MARK DISK
 JZ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2141_STAMPING: M 266 1947
 JZ2141_MARK LOGO: CGS
 JZ2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2141+STABILITY: SURFACE MOTION
 JZ2141
 JZ2141  HISTORY     - Date     Condition        Report By
 JZ2141  HISTORY     - 1947     MONUMENTED       CGS
 JZ2141  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2141
 JZ2141                          STATION DESCRIPTION
 JZ2141
 JZ2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2141'0.4 MI SE FROM WALDRON.
 JZ2141'ABOUT 0.35 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2141'FROM THE STATION AT WALDRON, ABOUT 2.65 MILES NORTHWEST OF THE
 JZ2141'STATION AT ST. PAUL, AT THE SOUTHEAST EDGE OF THE VILLAGE OF
 JZ2141'WALDRON, AT MILE POST 75, ACROSS THE TRACKS FROM THE NORTHEAST
 JZ2141'CORNER OF A CANNING FACTORY, 66 FEET NORTHEAST OF THE NORTHEAST
 JZ2141'RAIL, 7.5 FEET NORTHWEST OF A POWER POLE, 8 FEET SOUTHWEST OF A
 JZ2141'LANE PARALLELING THE TRACK, 2 FEET NORTHWEST OF A WHITE WOODEN
 JZ2141'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK AND SET IN THE TOP
 JZ2141'OF A CONCRETE POST PROJECTING 4 IN.
 JZ2141
 JZ2141                          STATION RECOVERY (1986)
 JZ2141
 JZ2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2260 ***********************************************************************
 JZ2260  DESIGNATION -  M 267
 JZ2260  PID         -  JZ2260
 JZ2260  STATE/COUNTY-  IN/SHELBY
 JZ2260  COUNTRY     -  US
 JZ2260  USGS QUAD   -  WALDRON (2019)
 JZ2260
 JZ2260                         *CURRENT SURVEY CONTROL
 JZ2260  ______________________________________________________________________
 JZ2260* NAD 83(1986) POSITION- 39 23 13.7    (N) 085 44 55.5    (W)   HD_HELD2
 JZ2260* NAVD 88 ORTHO HEIGHT -   232.399 (meters)      762.46  (feet) ADJUSTED
 JZ2260  ______________________________________________________________________
 JZ2260  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 JZ2260  DYNAMIC HEIGHT  -        232.258 (meters)      762.00  (feet) COMP
 JZ2260  MODELED GRAVITY -    980,016.6   (mgal)                       NAVD 88
 JZ2260
 JZ2260  VERT ORDER      -  SECOND    CLASS 0
 JZ2260
 JZ2260.The horizontal coordinates were established by autonomous hand held GPS
 JZ2260.observations and have an estimated accuracy of +/- 10 meters.
 JZ2260
 JZ2260.The orthometric height was determined by differential leveling and
 JZ2260.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2260.in June 1991.
 JZ2260
 JZ2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2260.GEOID18 height accuracy estimate available here.
 JZ2260
 JZ2260.Click photographs - Photos may exist for this station.
 JZ2260
 JZ2260.The dynamic height is computed by dividing the NAVD 88
 JZ2260.geopotential number by the normal gravity value computed on the
 JZ2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2260.degrees latitude (g = 980.6199 gals.).
 JZ2260
 JZ2260.The modeled gravity was interpolated from observed gravity values.
 JZ2260
 JZ2260;                    North         East    Units  Estimated Accuracy
 JZ2260;SPC IN E     -   459,478.       92,929.      MT  (+/- 10 meters HH2 GPS)
 JZ2260
 JZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0775660485(NAD 83)
 JZ2260
 JZ2260                          SUPERSEDED SURVEY CONTROL
 JZ2260
 JZ2260  NGVD 29 (??/??/92)  232.517  (m)          762.85   (f) ADJ UNCH    2 0
 JZ2260
 JZ2260.Superseded values are not recommended for survey control.
 JZ2260
 JZ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2260.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2260
 JZ2260_MARKER: DB = BENCH MARK DISK
 JZ2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2260_STAMPING: M 267 1947
 JZ2260_MARK LOGO: CGS
 JZ2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2260+STABILITY: SURFACE MOTION
 JZ2260
 JZ2260  HISTORY     - Date     Condition        Report By
 JZ2260  HISTORY     - 1947     MONUMENTED       CGS
 JZ2260
 JZ2260                          STATION DESCRIPTION
 JZ2260
 JZ2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2260'2.4 MI NE FROM NORRISTOWN.
 JZ2260'ABOUT 1.75 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE UNION
 JZ2260'CHURCH AT NORRISTOWN, THENCE 0.65 MILE EAST ALONG A GRAVEL
 JZ2260'ROAD, AT THE NORTHEAST CORNER OF THE YARD AT AN ABANDONED FARM
 JZ2260'HOUSE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 JZ2260'EAST OF THE CENTER LINE OF A FARM LANE SOUTH, 14 FEET NORTH OF A
 JZ2260'14-INCH WALNUT TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2260'POST, 2 FEET ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2260'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK IS ABOUT 2.05
 JZ2260'MILES SOUTHWEST AND WEST ALONG A WINDING COUNTY ROAD FROM THE
 JZ2260'METHODIST CHURCH AT GENEVA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2333 ***********************************************************************
 JZ2333  DESIGNATION -  M 269
 JZ2333  PID         -  JZ2333
 JZ2333  STATE/COUNTY-  IN/SHELBY
 JZ2333  COUNTRY     -  US
 JZ2333  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2333
 JZ2333                         *CURRENT SURVEY CONTROL
 JZ2333  ______________________________________________________________________
 JZ2333* NAD 83(1986) POSITION- 39 30 42.     (N) 085 45 42.     (W)   SCALED
 JZ2333* NAVD 88 ORTHO HEIGHT -   242.132 (meters)      794.39  (feet) ADJUSTED
 JZ2333  ______________________________________________________________________
 JZ2333  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ2333  DYNAMIC HEIGHT  -        241.989 (meters)      793.93  (feet) COMP
 JZ2333  MODELED GRAVITY -    980,030.5   (mgal)                       NAVD 88
 JZ2333
 JZ2333  VERT ORDER      -  FIRST     CLASS II
 JZ2333
 JZ2333.The horizontal coordinates were scaled from a map and have
 JZ2333.an estimated accuracy of +/- 6 seconds.
 JZ2333
 JZ2333.The orthometric height was determined by differential leveling and
 JZ2333.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2333.in June 1991.
 JZ2333
 JZ2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2333.GEOID18 height accuracy estimate available here.
 JZ2333
 JZ2333.Click photographs - Photos may exist for this station.
 JZ2333
 JZ2333.The dynamic height is computed by dividing the NAVD 88
 JZ2333.geopotential number by the normal gravity value computed on the
 JZ2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2333.degrees latitude (g = 980.6199 gals.).
 JZ2333
 JZ2333.The modeled gravity was interpolated from observed gravity values.
 JZ2333
 JZ2333;                    North         East    Units  Estimated Accuracy
 JZ2333;SPC IN E     -   473,300.       91,830.      MT  (+/- 180 meters Scaled)
 JZ2333
 JZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064742(NAD 83)
 JZ2333
 JZ2333                          SUPERSEDED SURVEY CONTROL
 JZ2333
 JZ2333  NGVD 29 (??/??/92)  242.243  (m)          794.76   (f) ADJ UNCH    1 2
 JZ2333
 JZ2333.Superseded values are not recommended for survey control.
 JZ2333
 JZ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2333.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2333
 JZ2333_MARKER: DB = BENCH MARK DISK
 JZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2333_STAMPING: M 269 1947
 JZ2333_MARK LOGO: CGS
 JZ2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2333+STABILITY: SURFACE MOTION
 JZ2333
 JZ2333  HISTORY     - Date     Condition        Report By
 JZ2333  HISTORY     - 1947     MONUMENTED       CGS
 JZ2333  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2333
 JZ2333                          STATION DESCRIPTION
 JZ2333
 JZ2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2333'2 MI SE FROM SHELBYVILLE.
 JZ2333'ABOUT 2.0 MILES SOUTHEAST OF SHELBYVILLE, AT THE SUCO AIRPORT,
 JZ2333'AT THE SOUTHEAST CORNER OF THE FIELD, 20.5 FEET WEST OF THE
 JZ2333'CENTER LINE OF AN NORTH-SOUTH BLACK TOP ROAD RUNNING ALONG THE
 JZ2333'EAST EDGE OF THE AIRPORT, 3.5 FEET WEST OF A FENCE CORNER AND
 JZ2333'GATE POST, 1.5 FEET NORTH OF THE FENCE LINE, 2 FEET EAST OF A
 JZ2333'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE
 JZ2333'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2333
 JZ2333                          STATION RECOVERY (1986)
 JZ2333
 JZ2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0442 ***********************************************************************
 LB0442  DESIGNATION -  M 27
 LB0442  PID         -  LB0442
 LB0442  STATE/COUNTY-  IN/CLINTON
 LB0442  COUNTRY     -  US
 LB0442  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0442
 LB0442                         *CURRENT SURVEY CONTROL
 LB0442  ______________________________________________________________________
 LB0442* NAD 83(1986) POSITION- 40 19 50.     (N) 086 23 33.     (W)   SCALED
 LB0442* NAVD 88 ORTHO HEIGHT -   265.228 (meters)      870.17  (feet) ADJUSTED
 LB0442  ______________________________________________________________________
 LB0442  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 LB0442  DYNAMIC HEIGHT  -        265.087 (meters)      869.71  (feet) COMP
 LB0442  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 LB0442
 LB0442  VERT ORDER      -  SECOND    CLASS 0
 LB0442
 LB0442.The horizontal coordinates were scaled from a map and have
 LB0442.an estimated accuracy of +/- 6 seconds.
 LB0442
 LB0442.The orthometric height was determined by differential leveling and
 LB0442.adjusted by the NATIONAL GEODETIC SURVEY
 LB0442.in June 1991.
 LB0442
 LB0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0442.GEOID18 height accuracy estimate available here.
 LB0442
 LB0442.Click photographs - Photos may exist for this station.
 LB0442
 LB0442.The dynamic height is computed by dividing the NAVD 88
 LB0442.geopotential number by the normal gravity value computed on the
 LB0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0442.degrees latitude (g = 980.6199 gals.).
 LB0442
 LB0442.The modeled gravity was interpolated from observed gravity values.
 LB0442
 LB0442;                    North         East    Units  Estimated Accuracy
 LB0442;SPC IN W     -   564,450.      958,710.      MT  (+/- 180 meters Scaled)
 LB0442
 LB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK516646(NAD 83)
 LB0442
 LB0442                          SUPERSEDED SURVEY CONTROL
 LB0442
 LB0442  NGVD 29 (??/??/92)  265.334  (m)          870.52   (f) ADJ UNCH    2 0
 LB0442
 LB0442.Superseded values are not recommended for survey control.
 LB0442
 LB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0442.See file dsdata.pdf to determine how the superseded data were derived.
 LB0442
 LB0442_MARKER: DB = BENCH MARK DISK
 LB0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0442_STAMPING: M 27 1934
 LB0442_MARK LOGO: CGS
 LB0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0442+STABILITY: SURFACE MOTION
 LB0442
 LB0442  HISTORY     - Date     Condition        Report By
 LB0442  HISTORY     - 1934     MONUMENTED       CGS
 LB0442  HISTORY     - 1946     GOOD             CGS
 LB0442  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0442
 LB0442                          STATION DESCRIPTION
 LB0442
 LB0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0442'AT MICHIGANTOWN.
 LB0442'AT MICHIGANTOWN, CLINTON COUNTY, 75 YARDS NORTHEAST OF THE
 LB0442'NORTHEAST END OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0442'STATION, 34 YARDS NORTHEAST OF MILEPOST T 199, 3 RAILS SOUTHWEST
 LB0442'OF A DIRT-ROAD CROSSING, 15 YARDS SOUTHEAST OF A GRAIN ELEVATOR,
 LB0442'6 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.5 FEET NORTHWEST
 LB0442'OF A WHITE WITNESS POST.  A STANDARD DISK, STAMPED M 27
 LB0442'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB0442'ABOVE GROUND.
 LB0442
 LB0442                          STATION RECOVERY (1961)
 LB0442
 LB0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2160 ***********************************************************************
 JZ2160  DESIGNATION -  M 270
 JZ2160  PID         -  JZ2160
 JZ2160  STATE/COUNTY-  IN/JENNINGS
 JZ2160  COUNTRY     -  US
 JZ2160  USGS QUAD   -  NORTH VERNON (2019)
 JZ2160
 JZ2160                         *CURRENT SURVEY CONTROL
 JZ2160  ______________________________________________________________________
 JZ2160* NAD 83(1986) POSITION- 39 06 04.     (N) 085 43 25.     (W)   SCALED
 JZ2160* NAVD 88 ORTHO HEIGHT -   203.993 (meters)      669.27  (feet) ADJUSTED
 JZ2160  ______________________________________________________________________
 JZ2160  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2160  DYNAMIC HEIGHT  -        203.865 (meters)      668.85  (feet) COMP
 JZ2160  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 JZ2160
 JZ2160  VERT ORDER      -  SECOND    CLASS 0
 JZ2160
 JZ2160.The horizontal coordinates were scaled from a map and have
 JZ2160.an estimated accuracy of +/- 6 seconds.
 JZ2160
 JZ2160.The orthometric height was determined by differential leveling and
 JZ2160.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2160.in June 1991.
 JZ2160
 JZ2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2160.GEOID18 height accuracy estimate available here.
 JZ2160
 JZ2160.Click photographs - Photos may exist for this station.
 JZ2160
 JZ2160.The dynamic height is computed by dividing the NAVD 88
 JZ2160.geopotential number by the normal gravity value computed on the
 JZ2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2160.degrees latitude (g = 980.6199 gals.).
 JZ2160
 JZ2160.The modeled gravity was interpolated from observed gravity values.
 JZ2160
 JZ2160;                    North         East    Units  Estimated Accuracy
 JZ2160;SPC IN E     -   427,720.       95,070.      MT  (+/- 180 meters Scaled)
 JZ2160
 JZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ103287(NAD 83)
 JZ2160
 JZ2160                          SUPERSEDED SURVEY CONTROL
 JZ2160
 JZ2160  NGVD 29 (??/??/92)  204.115  (m)          669.67   (f) ADJ UNCH    2 0
 JZ2160
 JZ2160.Superseded values are not recommended for survey control.
 JZ2160
 JZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2160.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2160
 JZ2160_MARKER: DB = BENCH MARK DISK
 JZ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2160_STAMPING: M 270 1947
 JZ2160_MARK LOGO: CGS
 JZ2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2160+STABILITY: SURFACE MOTION
 JZ2160
 JZ2160  HISTORY     - Date     Condition        Report By
 JZ2160  HISTORY     - 1947     MONUMENTED       CGS
 JZ2160
 JZ2160                          STATION DESCRIPTION
 JZ2160
 JZ2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2160'1.7 MI NW FROM SCIPIO.
 JZ2160'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JZ2160'PRESBYTERIAN CHURCH AT SCIPIO, THENCE ABOUT 0.9 MILE NORTH ALONG
 JZ2160'A COUNTY ROAD, SET IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 JZ2160'A GRAVEL ROAD LEADING EAST, AT THE NORTH END OF A CUT IN THE
 JZ2160'NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 JZ2160'SIDE ROAD, 36.5 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2160'ROAD, 4 FEET SOUTHWEST OF A 15-INCH OAK TREE, 5 FEET WEST OF A
 JZ2160'FENCE LINE, 7.5 FEET SOUTHWEST OF A 10-INCH ASH TREE IN THE
 JZ2160'FENCE CORNER, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST ABOUT
 JZ2160'LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 JZ2160'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1830 ***********************************************************************
 JZ1830  DESIGNATION -  M 272
 JZ1830  PID         -  JZ1830
 JZ1830  STATE/COUNTY-  IN/FRANKLIN
 JZ1830  COUNTRY     -  US
 JZ1830  USGS QUAD   -  NEW POINT (2019)
 JZ1830
 JZ1830                         *CURRENT SURVEY CONTROL
 JZ1830  ______________________________________________________________________
 JZ1830* NAD 83(1986) POSITION- 39 18 17.     (N) 085 15 26.     (W)   SCALED
 JZ1830* NAVD 88 ORTHO HEIGHT -   294.406 (meters)      965.90  (feet) ADJUSTED
 JZ1830  ______________________________________________________________________
 JZ1830  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 JZ1830  DYNAMIC HEIGHT  -        294.222 (meters)      965.29  (feet) COMP
 JZ1830  MODELED GRAVITY -    979,995.5   (mgal)                       NAVD 88
 JZ1830
 JZ1830  VERT ORDER      -  FIRST     CLASS II
 JZ1830
 JZ1830.The horizontal coordinates were scaled from a map and have
 JZ1830.an estimated accuracy of +/- 6 seconds.
 JZ1830
 JZ1830.The orthometric height was determined by differential leveling and
 JZ1830.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1830.in June 1991.
 JZ1830
 JZ1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1830.GEOID18 height accuracy estimate available here.
 JZ1830
 JZ1830.Click photographs - Photos may exist for this station.
 JZ1830
 JZ1830.The dynamic height is computed by dividing the NAVD 88
 JZ1830.geopotential number by the normal gravity value computed on the
 JZ1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1830.degrees latitude (g = 980.6199 gals.).
 JZ1830
 JZ1830.The modeled gravity was interpolated from observed gravity values.
 JZ1830
 JZ1830;                    North         East    Units  Estimated Accuracy
 JZ1830;SPC IN E     -   450,410.      135,320.      MT  (+/- 180 meters Scaled)
 JZ1830
 JZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ502520(NAD 83)
 JZ1830
 JZ1830                          SUPERSEDED SURVEY CONTROL
 JZ1830
 JZ1830  NGVD 29 (??/??/92)  294.542  (m)          966.34   (f) ADJ UNCH    1 2
 JZ1830
 JZ1830.Superseded values are not recommended for survey control.
 JZ1830
 JZ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1830.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1830
 JZ1830_MARKER: DB = BENCH MARK DISK
 JZ1830_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ1830_SP_SET: HEADWALL
 JZ1830_STAMPING: M 272 1947
 JZ1830_MARK LOGO: CGS
 JZ1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1830
 JZ1830  HISTORY     - Date     Condition        Report By
 JZ1830  HISTORY     - 1947     MONUMENTED       CGS
 JZ1830  HISTORY     - 1986     GOOD             NGS
 JZ1830
 JZ1830                          STATION DESCRIPTION
 JZ1830
 JZ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1830'2.2 MI NW FROM BATESVILLE.
 JZ1830'ABOUT 2.15 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1830'FROM THE STATION AT BATESVILLE, 2 RAILS SOUTHEAST OF MILE POST
 JZ1830'50, AT 15-FOOT CONCRETE RAILROAD BRIDGE NO. 315, SET IN THE TOP
 JZ1830'OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 9.5 FEET
 JZ1830'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
 JZ1830
 JZ1830                          STATION RECOVERY (1986)
 JZ1830
 JZ1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1830'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 JZ1830'SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH
 JZ1830'INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 2.9 KM (1.8 MI)
 JZ1830'NORTHWESTERLY ALONG THE CONRAIL RAILROAD.  ADD--107.1 M (351.4 FT)
 JZ1830'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0533 ***********************************************************************
 JZ0533  DESIGNATION -  M 273
 JZ0533  PID         -  JZ0533
 JZ0533  STATE/COUNTY-  IN/DEARBORN
 JZ0533  COUNTRY     -  US
 JZ0533  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0533
 JZ0533                         *CURRENT SURVEY CONTROL
 JZ0533  ______________________________________________________________________
 JZ0533* NAD 83(1986) POSITION- 39 05 48.12   (N) 084 51 09.24   (W)   HD_HELD1
 JZ0533* NAVD 88 ORTHO HEIGHT -   145.414 (meters)      477.08  (feet) ADJUSTED
 JZ0533  ______________________________________________________________________
 JZ0533  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 JZ0533  DYNAMIC HEIGHT  -        145.323 (meters)      476.78  (feet) COMP
 JZ0533  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ0533
 JZ0533  VERT ORDER      -  FIRST     CLASS II
 JZ0533
 JZ0533.The horizontal coordinates were determined by differentially corrected
 JZ0533.hand held GPS observations or other comparable positioning techniques
 JZ0533.and have an estimated accuracy of +/- 3 meters.
 JZ0533
 JZ0533.The orthometric height was determined by differential leveling and
 JZ0533.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0533.in June 1991.
 JZ0533
 JZ0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0533.GEOID18 height accuracy estimate available here.
 JZ0533
 JZ0533.Click photographs - Photos may exist for this station.
 JZ0533
 JZ0533.The dynamic height is computed by dividing the NAVD 88
 JZ0533.geopotential number by the normal gravity value computed on the
 JZ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0533.degrees latitude (g = 980.6199 gals.).
 JZ0533
 JZ0533.The modeled gravity was interpolated from observed gravity values.
 JZ0533
 JZ0533;                    North         East    Units  Estimated Accuracy
 JZ0533;SPC IN E     -   427,546.8     170,424.6     MT  (+/- 3 meters HH1 GPS) 
 JZ0533
 JZ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8570529702(NAD 83)
 JZ0533
 JZ0533                          SUPERSEDED SURVEY CONTROL
 JZ0533
 JZ0533  NGVD 29 (06/03/91)  145.622  (m)          477.76   (f) ADJUSTED    1 2
 JZ0533  NGVD 29 (??/??/87)  145.622  (m)          477.76   (f) SUPERSEDED  1 2
 JZ0533
 JZ0533.Superseded values are not recommended for survey control.
 JZ0533
 JZ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0533.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0533
 JZ0533_MARKER: DB = BENCH MARK DISK
 JZ0533_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0533_SP_SET: FOUNDATION WALL
 JZ0533_STAMPING: M 273 1947
 JZ0533_MARK LOGO: CGS
 JZ0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0533+STABILITY: POSITION/ELEVATION WELL
 JZ0533
 JZ0533  HISTORY     - Date     Condition        Report By
 JZ0533  HISTORY     - 1947     MONUMENTED       CGS
 JZ0533  HISTORY     - 1986     GOOD             NGS
 JZ0533  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0533  HISTORY     - 20190915 GOOD             USPSQD
 JZ0533
 JZ0533                          STATION DESCRIPTION
 JZ0533
 JZ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0533'AT LAWRENCEBURG.
 JZ0533'AT LAWRENCEBURG, ALONG WALNUT STREET, ABOUT 0.05 MILE SOUTHEAST
 JZ0533'OF THE JUNCTION OF WALNUT STREET AND U.S. HIGHWAY 50, AT THE
 JZ0533'ST. LAWRENCE CATHOLIC SCHOOL, SET VERTICALLY IN THE SOUTHWEST
 JZ0533'FACE OF THE CONCRETE FOUNDATION AT THE WEST CORNER OF THE SCHOOL,
 JZ0533'1.3 FEET SOUTHEAST OF THE WEST CORNER AND 1 FOOT ABOVE THE
 JZ0533'GROUND.
 JZ0533
 JZ0533                          STATION RECOVERY (1986)
 JZ0533
 JZ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0533'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN
 JZ0533'LAWRENCEBURG, AT 542 WALNUT STREET.
 JZ0533
 JZ0533                          STATION RECOVERY (2006)
 JZ0533
 JZ0533'RECOVERY NOTE BY GEOCACHING 2006
 JZ0533'MARK FOUND IN GOOD CONDITION BEHIND SHRUBS.
 JZ0533
 JZ0533                          STATION RECOVERY (2019)
 JZ0533
 JZ0533'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1268 ***********************************************************************
 JZ1268  DESIGNATION -  M 274
 JZ1268  PID         -  JZ1268
 JZ1268  STATE/COUNTY-  IN/UNION
 JZ1268  COUNTRY     -  US
 JZ1268  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1268
 JZ1268                         *CURRENT SURVEY CONTROL
 JZ1268  ______________________________________________________________________
 JZ1268* NAD 83(1986) POSITION- 39 34 00.     (N) 084 51 11.     (W)   SCALED
 JZ1268* NAVD 88 ORTHO HEIGHT -   307.786 (meters)     1009.79  (feet) ADJUSTED
 JZ1268  ______________________________________________________________________
 JZ1268  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 JZ1268  DYNAMIC HEIGHT  -        307.609 (meters)     1009.21  (feet) COMP
 JZ1268  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 JZ1268
 JZ1268  VERT ORDER      -  SECOND    CLASS 0
 JZ1268
 JZ1268.The horizontal coordinates were scaled from a map and have
 JZ1268.an estimated accuracy of +/- 6 seconds.
 JZ1268
 JZ1268.The orthometric height was determined by differential leveling and
 JZ1268.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1268.in June 1991.
 JZ1268
 JZ1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1268.GEOID18 height accuracy estimate available here.
 JZ1268
 JZ1268.Click photographs - Photos may exist for this station.
 JZ1268
 JZ1268.The dynamic height is computed by dividing the NAVD 88
 JZ1268.geopotential number by the normal gravity value computed on the
 JZ1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1268.degrees latitude (g = 980.6199 gals.).
 JZ1268
 JZ1268.The modeled gravity was interpolated from observed gravity values.
 JZ1268
 JZ1268;                    North         East    Units  Estimated Accuracy
 JZ1268;SPC IN E     -   479,720.      169,910.      MT  (+/- 180 meters Scaled)
 JZ1268
 JZ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844818(NAD 83)
 JZ1268
 JZ1268                          SUPERSEDED SURVEY CONTROL
 JZ1268
 JZ1268  NGVD 29 (??/??/92)  307.943  (m)         1010.31   (f) ADJ UNCH    2 0
 JZ1268
 JZ1268.Superseded values are not recommended for survey control.
 JZ1268
 JZ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1268.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1268
 JZ1268_MARKER: DB = BENCH MARK DISK
 JZ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1268_STAMPING: M 274 1947
 JZ1268_MARK LOGO: CGS
 JZ1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1268+STABILITY: SURFACE MOTION
 JZ1268
 JZ1268  HISTORY     - Date     Condition        Report By
 JZ1268  HISTORY     - 1947     MONUMENTED       CGS
 JZ1268
 JZ1268                          STATION DESCRIPTION
 JZ1268
 JZ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1268'2.2 MI SE FROM COTTAGE GROVE.
 JZ1268'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1268'AT COTTAGE GROVE, THENCE ABOUT 1.65 MILES SOUTH ALONG A BLACK
 JZ1268'TOP ROAD, ABOUT 0.6 MILE NORTH OF THE STEEL BRIDGE OVER LITTLE
 JZ1268'FOUR MILE CREEK, IN THE SOUTHWEST QUARTER OF AN EAST-WEST CROSS
 JZ1268'ROAD (BLACK TOP EAST AND GRAVEL WEST), 51 FEET SOUTH OF THE
 JZ1268'CENTER LINE OF THE EAST-WEST ROAD, 19.5 FEET WEST OF THE CENTER
 JZ1268'LINE OF THE NORTH-SOUTH ROAD, 33 FEET SOUTH OF A FENCE CORNER,
 JZ1268'1 FOOT EAST OF THE FENCE LINE, 2.5 FEET NORTH OF A WHITE WOODEN
 JZ1268'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JZ1268'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0923 ***********************************************************************
 HA0923  DESIGNATION -  M 275
 HA0923  PID         -  HA0923
 HA0923  STATE/COUNTY-  IN/POSEY
 HA0923  COUNTRY     -  US
 HA0923  USGS QUAD   -  MOUNT VERNON (2019)
 HA0923
 HA0923                         *CURRENT SURVEY CONTROL
 HA0923  ______________________________________________________________________
 HA0923* NAD 83(1986) POSITION- 37 54 24.     (N) 087 59 43.     (W)   SCALED
 HA0923* NAVD 88 ORTHO HEIGHT -   110.218 (meters)      361.61  (feet) ADJUSTED
 HA0923  ______________________________________________________________________
 HA0923  GEOID HEIGHT    -        -30.426 (meters)                     GEOID18
 HA0923  DYNAMIC HEIGHT  -        110.143 (meters)      361.36  (feet) COMP
 HA0923  MODELED GRAVITY -    979,948.1   (mgal)                       NAVD 88
 HA0923
 HA0923  VERT ORDER      -  FIRST     CLASS II
 HA0923
 HA0923.The horizontal coordinates were scaled from a map and have
 HA0923.an estimated accuracy of +/- 6 seconds.
 HA0923
 HA0923.The orthometric height was determined by differential leveling and
 HA0923.adjusted by the NATIONAL GEODETIC SURVEY
 HA0923.in June 1991.
 HA0923
 HA0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0923.GEOID18 height accuracy estimate available here.
 HA0923
 HA0923.Click photographs - Photos may exist for this station.
 HA0923
 HA0923.The dynamic height is computed by dividing the NAVD 88
 HA0923.geopotential number by the normal gravity value computed on the
 HA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0923.degrees latitude (g = 980.6199 gals.).
 HA0923
 HA0923.The modeled gravity was interpolated from observed gravity values.
 HA0923
 HA0923;                    North         East    Units  Estimated Accuracy
 HA0923;SPC IN W     -   295,530.      819,800.      MT  (+/- 180 meters Scaled)
 HA0923
 HA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG125959(NAD 83)
 HA0923
 HA0923                          SUPERSEDED SURVEY CONTROL
 HA0923
 HA0923  NGVD 29 (??/??/92)  110.327  (m)          361.96   (f) ADJ UNCH    1 2
 HA0923
 HA0923.Superseded values are not recommended for survey control.
 HA0923
 HA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0923.See file dsdata.pdf to determine how the superseded data were derived.
 HA0923
 HA0923_MARKER: DB = BENCH MARK DISK
 HA0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0923_SP_SET: BRIDGE
 HA0923_STAMPING: M 275 1954
 HA0923_MARK LOGO: CGS
 HA0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0923
 HA0923  HISTORY     - Date     Condition        Report By
 HA0923  HISTORY     - 1954     MONUMENTED       CGS
 HA0923
 HA0923                          STATION DESCRIPTION
 HA0923
 HA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0923'3.6 MI SW FROM PRAIRIE.
 HA0923'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HA0923'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST
 HA0923'ALONG A GRAVEL ROAD, ABOUT 0.8 EAST OF CURVE IN ROAD WITH
 HA0923'TANGENTS EXTENDING EAST AND NORTH-NORTHWEST, AT A CROSS ROAD,
 HA0923'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 HA0923'12-FOOT CONCRETE BRIDGE ON NORTH-SOUTH ROAD, 10 FEET EAST OF
 HA0923'CENTER LINE OF NORTH-SOUTH ROAD, 31 FEET SOUTH OF CENTER LINE OF
 HA0923'EAST-WEST ROAD AND ABOUT 2 FEET BELOW LEVEL OF ROAD SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1603 ***********************************************************************
 JZ1603  DESIGNATION -  M 276
 JZ1603  PID         -  JZ1603
 JZ1603  STATE/COUNTY-  IN/FAYETTE
 JZ1603  COUNTRY     -  US
 JZ1603  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1603
 JZ1603                         *CURRENT SURVEY CONTROL
 JZ1603  ______________________________________________________________________
 JZ1603* NAD 83(1986) POSITION- 39 42 32.     (N) 085 10 33.     (W)   SCALED
 JZ1603* NAVD 88 ORTHO HEIGHT -   307.677 (meters)     1009.44  (feet) ADJUSTED
 JZ1603  ______________________________________________________________________
 JZ1603  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 JZ1603  DYNAMIC HEIGHT  -        307.497 (meters)     1008.85  (feet) COMP
 JZ1603  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 JZ1603
 JZ1603  VERT ORDER      -  SECOND    CLASS 0
 JZ1603
 JZ1603.The horizontal coordinates were scaled from a map and have
 JZ1603.an estimated accuracy of +/- 6 seconds.
 JZ1603
 JZ1603.The orthometric height was determined by differential leveling and
 JZ1603.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1603.in June 1991.
 JZ1603
 JZ1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1603.GEOID18 height accuracy estimate available here.
 JZ1603
 JZ1603.Click photographs - Photos may exist for this station.
 JZ1603
 JZ1603.The dynamic height is computed by dividing the NAVD 88
 JZ1603.geopotential number by the normal gravity value computed on the
 JZ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1603.degrees latitude (g = 980.6199 gals.).
 JZ1603
 JZ1603.The modeled gravity was interpolated from observed gravity values.
 JZ1603
 JZ1603;                    North         East    Units  Estimated Accuracy
 JZ1603;SPC IN E     -   495,310.      142,090.      MT  (+/- 180 meters Scaled)
 JZ1603
 JZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563970(NAD 83)
 JZ1603
 JZ1603                          SUPERSEDED SURVEY CONTROL
 JZ1603
 JZ1603  NGVD 29 (??/??/92)  307.816  (m)         1009.89   (f) ADJ UNCH    2 0
 JZ1603
 JZ1603.Superseded values are not recommended for survey control.
 JZ1603
 JZ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1603.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1603
 JZ1603_MARKER: DB = BENCH MARK DISK
 JZ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1603_STAMPING: M 276 1947
 JZ1603_MARK LOGO: CGS
 JZ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1603+STABILITY: SURFACE MOTION
 JZ1603
 JZ1603  HISTORY     - Date     Condition        Report By
 JZ1603  HISTORY     - 1947     MONUMENTED       CGS
 JZ1603
 JZ1603                          STATION DESCRIPTION
 JZ1603
 JZ1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1603'1.9 MI N FROM HARRISBURGH.
 JZ1603'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD, THENCE 0.2 MILE EAST
 JZ1603'AND 0.7 MILE NORTH ALONG GRAVEL ROADS FROM THE SCHOOL BUILDING
 JZ1603'AT HARRISBURGH, ABOUT 0.45 MILE SOUTH OF THE JUNCTION WITH A
 JZ1603'GRAVEL ROAD AND THE FAYETTE-WAYNE COUNTY LINE, 0.1 MILE SOUTH
 JZ1603'OF A FARM HOUSE ON THE EAST SIDE OF THE ROAD, AT THE TOP OF A
 JZ1603'GRADE, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 120 FEET
 JZ1603'SOUTH OF THE WEST END OF AN 18-INCH PIPE CULVERT, 262 FEET NORTH
 JZ1603'OF A T FENCE CORNER, 1 FOOT EAST OF A FENCE CORNER, 2 FEET SOUTH
 JZ1603'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JZ1603'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1293 ***********************************************************************
 JZ1293  DESIGNATION -  M 277
 JZ1293  PID         -  JZ1293
 JZ1293  STATE/COUNTY-  IN/WAYNE
 JZ1293  COUNTRY     -  US
 JZ1293  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1293
 JZ1293                         *CURRENT SURVEY CONTROL
 JZ1293  ______________________________________________________________________
 JZ1293* NAD 83(1986) POSITION- 39 44 28.1    (N) 084 51 07.7    (W)   HD_HELD2
 JZ1293* NAVD 88 ORTHO HEIGHT -   346.061 (meters)     1135.37  (feet) ADJUSTED
 JZ1293  ______________________________________________________________________
 JZ1293  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 JZ1293  DYNAMIC HEIGHT  -        345.857 (meters)     1134.70  (feet) COMP
 JZ1293  MODELED GRAVITY -    980,027.3   (mgal)                       NAVD 88
 JZ1293
 JZ1293  VERT ORDER      -  SECOND    CLASS 0
 JZ1293
 JZ1293.The horizontal coordinates were established by autonomous hand held GPS
 JZ1293.observations and have an estimated accuracy of +/- 10 meters.
 JZ1293
 JZ1293.The orthometric height was determined by differential leveling and
 JZ1293.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1293.in June 1991.
 JZ1293
 JZ1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1293.GEOID18 height accuracy estimate available here.
 JZ1293
 JZ1293.Click photographs - Photos may exist for this station.
 JZ1293
 JZ1293.The dynamic height is computed by dividing the NAVD 88
 JZ1293.geopotential number by the normal gravity value computed on the
 JZ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1293.degrees latitude (g = 980.6199 gals.).
 JZ1293
 JZ1293.The modeled gravity was interpolated from observed gravity values.
 JZ1293
 JZ1293;                    North         East    Units  Estimated Accuracy
 JZ1293;SPC IN E     -   499,094.      169,816.      MT  (+/- 10 meters HH2 GPS)
 JZ1293
 JZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8403901232(NAD 83)
 JZ1293
 JZ1293                          SUPERSEDED SURVEY CONTROL
 JZ1293
 JZ1293  NGVD 29 (??/??/92)  346.207  (m)         1135.85   (f) ADJ UNCH    2 0
 JZ1293
 JZ1293.Superseded values are not recommended for survey control.
 JZ1293
 JZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1293.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1293
 JZ1293_MARKER: DB = BENCH MARK DISK
 JZ1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1293_SP_SET: BUILDING
 JZ1293_STAMPING: M 277 1947
 JZ1293_MARK LOGO: CGS
 JZ1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1293+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1293
 JZ1293  HISTORY     - Date     Condition        Report By
 JZ1293  HISTORY     - 1947     MONUMENTED       CGS
 JZ1293  HISTORY     - 20030506 GOOD             GEOCAC
 JZ1293  HISTORY     - 20180718 GOOD             MCA
 JZ1293
 JZ1293                          STATION DESCRIPTION
 JZ1293
 JZ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1293'AT BOSTON.
 JZ1293'AT BOSTON, AT THE INTERSECTION OF STATE HIGHWAYS 122 AND 21,
 JZ1293'28 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 122, 74 FEET WEST OF
 JZ1293'THE CENTER LINE OF HIGHWAY 21, SET VERTICALLY IN THE WEST WALL
 JZ1293'AT THE NORTHWEST CORNER OF A YELLOW BRICK BANK BUILDING, 1.1 FEET
 JZ1293'SOUTH OF THE NORTHWEST CORNER AND 4 FEET ABOVE THE GROUND.
 JZ1293
 JZ1293                          STATION RECOVERY (2003)
 JZ1293
 JZ1293'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1293'STATE HIGHWAY 21 IN 1947 DESCRIPTION IS NOW STATE HIGHWAY 227.  BANK
 JZ1293'BUILDING REMAINS, BUT IS NO LONGER IN USE.
 JZ1293
 JZ1293                          STATION RECOVERY (2018)
 JZ1293
 JZ1293'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1311 ***********************************************************************
 HZ1311  DESIGNATION -  M 278
 HZ1311  PID         -  HZ1311
 HZ1311  STATE/COUNTY-  IN/CLARK
 HZ1311  COUNTRY     -  US
 HZ1311  USGS QUAD   -  SPEED (2019)
 HZ1311
 HZ1311                         *CURRENT SURVEY CONTROL
 HZ1311  ______________________________________________________________________
 HZ1311* NAD 83(1986) POSITION- 38 26 54.     (N) 085 51 53.     (W)   SCALED
 HZ1311* NAVD 88 ORTHO HEIGHT -   152.641 (meters)      500.79  (feet) ADJUSTED
 HZ1311  ______________________________________________________________________
 HZ1311  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 HZ1311  DYNAMIC HEIGHT  -        152.539 (meters)      500.46  (feet) COMP
 HZ1311  MODELED GRAVITY -    979,959.3   (mgal)                       NAVD 88
 HZ1311
 HZ1311  VERT ORDER      -  FIRST     CLASS II
 HZ1311
 HZ1311.The horizontal coordinates were scaled from a map and have
 HZ1311.an estimated accuracy of +/- 6 seconds.
 HZ1311
 HZ1311.The orthometric height was determined by differential leveling and
 HZ1311.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1311.in June 1991.
 HZ1311
 HZ1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1311.GEOID18 height accuracy estimate available here.
 HZ1311
 HZ1311.Click photographs - Photos may exist for this station.
 HZ1311
 HZ1311.The dynamic height is computed by dividing the NAVD 88
 HZ1311.geopotential number by the normal gravity value computed on the
 HZ1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1311.degrees latitude (g = 980.6199 gals.).
 HZ1311
 HZ1311.The modeled gravity was interpolated from observed gravity values.
 HZ1311
 HZ1311;                    North         East    Units  Estimated Accuracy
 HZ1311;SPC IN E     -   355,280.       82,710.      MT  (+/- 180 meters Scaled)
 HZ1311
 HZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH990561(NAD 83)
 HZ1311
 HZ1311                          SUPERSEDED SURVEY CONTROL
 HZ1311
 HZ1311  NGVD 29 (??/??/92)  152.779  (m)          501.24   (f) ADJ UNCH    1 2
 HZ1311
 HZ1311.Superseded values are not recommended for survey control.
 HZ1311
 HZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1311.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1311
 HZ1311_MARKER: DB = BENCH MARK DISK
 HZ1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1311_SP_SET: ABUTMENT
 HZ1311_STAMPING: M 278 1949
 HZ1311_MARK LOGO: CGS
 HZ1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1311
 HZ1311  HISTORY     - Date     Condition        Report By
 HZ1311  HISTORY     - 1949     MONUMENTED       CGS
 HZ1311
 HZ1311                          STATION DESCRIPTION
 HZ1311
 HZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1311'4.6 MI SE FROM BORDEN.
 HZ1311'ABOUT 4.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1311'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, ABOUT 100
 HZ1311'YARDS WEST OF THE ROAD CROSSING AT CARWOOD, SET IN THE TOP OF
 HZ1311'THE SOUTH END OF THE EAST ABUTMENT OF RAILROAD BRIDGE 303.7
 HZ1311'OVER MUDDY FORK CREEK, 9.7 FEET SOUTH OF THE SOUTH RAIL AND
 HZ1311'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0186 ***********************************************************************
 JA0186  DESIGNATION -  M 279
 JA0186  PID         -  JA0186
 JA0186  STATE/COUNTY-  IN/WASHINGTON
 JA0186  COUNTRY     -  US
 JA0186  USGS QUAD   -  SMEDLEY (2019)
 JA0186
 JA0186                         *CURRENT SURVEY CONTROL
 JA0186  ______________________________________________________________________
 JA0186* NAD 83(1986) POSITION- 38 38 21.     (N) 086 13 58.     (W)   SCALED
 JA0186* NAVD 88 ORTHO HEIGHT -   260.854 (meters)      855.82  (feet) ADJUSTED
 JA0186  ______________________________________________________________________
 JA0186  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 JA0186  DYNAMIC HEIGHT  -        260.681 (meters)      855.25  (feet) COMP
 JA0186  MODELED GRAVITY -    979,958.6   (mgal)                       NAVD 88
 JA0186
 JA0186  VERT ORDER      -  FIRST     CLASS II
 JA0186
 JA0186.The horizontal coordinates were scaled from a map and have
 JA0186.an estimated accuracy of +/- 6 seconds.
 JA0186
 JA0186.The orthometric height was determined by differential leveling and
 JA0186.adjusted by the NATIONAL GEODETIC SURVEY
 JA0186.in June 1991.
 JA0186
 JA0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0186.GEOID18 height accuracy estimate available here.
 JA0186
 JA0186.Click photographs - Photos may exist for this station.
 JA0186
 JA0186.The dynamic height is computed by dividing the NAVD 88
 JA0186.geopotential number by the normal gravity value computed on the
 JA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0186.degrees latitude (g = 980.6199 gals.).
 JA0186
 JA0186.The modeled gravity was interpolated from observed gravity values.
 JA0186
 JA0186;                    North         East    Units  Estimated Accuracy
 JA0186;SPC IN E     -   376,590.       50,710.      MT  (+/- 180 meters Scaled)
 JA0186
 JA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH667770(NAD 83)
 JA0186
 JA0186                          SUPERSEDED SURVEY CONTROL
 JA0186
 JA0186  NGVD 29 (??/??/92)  260.963  (m)          856.18   (f) ADJ UNCH    1 2
 JA0186
 JA0186.Superseded values are not recommended for survey control.
 JA0186
 JA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0186.See file dsdata.pdf to determine how the superseded data were derived.
 JA0186
 JA0186_MARKER: DB = BENCH MARK DISK
 JA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0186_STAMPING: M 279 1949
 JA0186_MARK LOGO: CGS
 JA0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0186+STABILITY: SURFACE MOTION
 JA0186
 JA0186  HISTORY     - Date     Condition        Report By
 JA0186  HISTORY     - 1949     MONUMENTED       CGS
 JA0186
 JA0186                          STATION DESCRIPTION
 JA0186
 JA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0186'1.6 MI SE FROM CAMPBELLSBURG.
 JA0186'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0186'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, AT A
 JA0186'ROAD CROSSING, 33.5 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 JA0186'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTHEAST
 JA0186'OF THE NORTHEAST RAIL, 13 FEET NORTHEAST OF THE CROSSING SIGN,
 JA0186'7.5 FEET SOUTHEAST OF A STONE FENCE CORNER POST, 1.4 FEET
 JA0186'SOUTHWEST OF A FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN
 JA0186'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 JA0186'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0400 ***********************************************************************
 KA0400  DESIGNATION -  M 280
 KA0400  PID         -  KA0400
 KA0400  STATE/COUNTY-  IN/GREENE
 KA0400  COUNTRY     -  US
 KA0400  USGS QUAD   -  SOLSBERRY (2019)
 KA0400
 KA0400                         *CURRENT SURVEY CONTROL
 KA0400  ______________________________________________________________________
 KA0400* NAD 83(1986) POSITION- 39 01 28.     (N) 086 45 43.     (W)   SCALED
 KA0400* NAVD 88 ORTHO HEIGHT -   234.330 (meters)      768.80  (feet) ADJUSTED
 KA0400  ______________________________________________________________________
 KA0400  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 KA0400  DYNAMIC HEIGHT  -        234.183 (meters)      768.32  (feet) COMP
 KA0400  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 KA0400
 KA0400  VERT ORDER      -  FIRST     CLASS II
 KA0400
 KA0400.The horizontal coordinates were scaled from a map and have
 KA0400.an estimated accuracy of +/- 6 seconds.
 KA0400
 KA0400.The orthometric height was determined by differential leveling and
 KA0400.adjusted by the NATIONAL GEODETIC SURVEY
 KA0400.in June 1991.
 KA0400
 KA0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0400.GEOID18 height accuracy estimate available here.
 KA0400
 KA0400.Click photographs - Photos may exist for this station.
 KA0400
 KA0400.The dynamic height is computed by dividing the NAVD 88
 KA0400.geopotential number by the normal gravity value computed on the
 KA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0400.degrees latitude (g = 980.6199 gals.).
 KA0400
 KA0400.The modeled gravity was interpolated from observed gravity values.
 KA0400
 KA0400;                    North         East    Units  Estimated Accuracy
 KA0400;SPC IN W     -   419,260.      927,830.      MT  (+/- 180 meters Scaled)
 KA0400
 KA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ206195(NAD 83)
 KA0400
 KA0400                          SUPERSEDED SURVEY CONTROL
 KA0400
 KA0400  NGVD 29 (??/??/92)  234.453  (m)          769.20   (f) ADJ UNCH    1 2
 KA0400
 KA0400.Superseded values are not recommended for survey control.
 KA0400
 KA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0400.See file dsdata.pdf to determine how the superseded data were derived.
 KA0400
 KA0400_MARKER: DB = BENCH MARK DISK
 KA0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0400_STAMPING: M 280 1949
 KA0400_MARK LOGO: CGS
 KA0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0400+STABILITY: SURFACE MOTION
 KA0400
 KA0400  HISTORY     - Date     Condition        Report By
 KA0400  HISTORY     - 1949     MONUMENTED       CGS
 KA0400
 KA0400                          STATION DESCRIPTION
 KA0400
 KA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0400'2.2 MI W FROM CINCINNATI.
 KA0400'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE
 KA0400'CHRISTIAN CHURCH AT CINCINNATI, THENCE ABOUT 1.55 MILE WEST ALONG
 KA0400'A GRAVEL ROAD, SET AT THE SOUTHEAST CORNER OF THE YARD OF A
 KA0400'WHITE FARM HOUSE, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA0400'HOUSE, 72 FEET NORTHEAST AND ACROSS ROAD FROM A WELL WITH A
 KA0400'PUMP, 71 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 KA0400'18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF
 KA0400'TELEPHONE POLE 364, 2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 KA0400'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 KA0400'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0121 ***********************************************************************
 JA0121  DESIGNATION -  M 281
 JA0121  PID         -  JA0121
 JA0121  STATE/COUNTY-  IN/LAWRENCE
 JA0121  COUNTRY     -  US
 JA0121  USGS QUAD   -  BEDFORD WEST (2019)
 JA0121
 JA0121                         *CURRENT SURVEY CONTROL
 JA0121  ______________________________________________________________________
 JA0121* NAD 83(1986) POSITION- 38 50 18.     (N) 086 29 59.     (W)   SCALED
 JA0121* NAVD 88 ORTHO HEIGHT -   201.888 (meters)      662.36  (feet) ADJUSTED
 JA0121  ______________________________________________________________________
 JA0121  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JA0121  DYNAMIC HEIGHT  -        201.761 (meters)      661.94  (feet) COMP
 JA0121  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 JA0121
 JA0121  VERT ORDER      -  FIRST     CLASS II
 JA0121
 JA0121.The horizontal coordinates were scaled from a map and have
 JA0121.an estimated accuracy of +/- 6 seconds.
 JA0121
 JA0121.The orthometric height was determined by differential leveling and
 JA0121.adjusted by the NATIONAL GEODETIC SURVEY
 JA0121.in June 1991.
 JA0121
 JA0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0121.GEOID18 height accuracy estimate available here.
 JA0121
 JA0121.Click photographs - Photos may exist for this station.
 JA0121
 JA0121.The dynamic height is computed by dividing the NAVD 88
 JA0121.geopotential number by the normal gravity value computed on the
 JA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0121.degrees latitude (g = 980.6199 gals.).
 JA0121
 JA0121.The modeled gravity was interpolated from observed gravity values.
 JA0121
 JA0121;                    North         East    Units  Estimated Accuracy
 JA0121;SPC IN W     -   398,710.      950,670.      MT  (+/- 180 meters Scaled)
 JA0121
 JA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434989(NAD 83)
 JA0121
 JA0121                          SUPERSEDED SURVEY CONTROL
 JA0121
 JA0121  NGVD 29 (??/??/92)  202.002  (m)          662.73   (f) ADJ UNCH    1 2
 JA0121
 JA0121.Superseded values are not recommended for survey control.
 JA0121
 JA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0121.See file dsdata.pdf to determine how the superseded data were derived.
 JA0121
 JA0121_MARKER: DB = BENCH MARK DISK
 JA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0121_STAMPING: M 281 1949
 JA0121_MARK LOGO: CGS
 JA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0121+STABILITY: SURFACE MOTION
 JA0121
 JA0121  HISTORY     - Date     Condition        Report By
 JA0121  HISTORY     - 1949     MONUMENTED       CGS
 JA0121  HISTORY     - 1967     GOOD             CGS
 JA0121
 JA0121                          STATION DESCRIPTION
 JA0121
 JA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0121'1.8 MI SW FROM BEDFORD.
 JA0121'THE AIRPORT IS NO LONGER IN USE.  MARK IS 10 FEET SOUTH
 JA0121'OF THE CENTERLINE OF A DRIVEWAY AND 5 FEET WEST OF A METAL
 JA0121'WITNESS POST, AND ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION
 JA0121'OF 36TH STREET AND WASHINGTON AVE.  1.8 MILES SOUTHWEST
 JA0121'ALONG OLD HIGHWAY 50 (O ST.) FROM THE HIGH SCHOOL AT BEDFORD,
 JA0121'AT THE NORTHEAST CORNER OF THE SKYHAVEN AIRPORT, 34 FEET
 JA0121'WEST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET NORTH OF
 JA0121'THE CENTER LINE OF THE NORTH DRIVE INTO THE AIRPORT, 4
 JA0121'FEET SOUTHWEST OF THE FENCE CORNER, 3 FEET WEST OF THE
 JA0121'NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF THE EAST-WEST FENCE
 JA0121'LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA0121'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JA0121'POST PROJECTING 5 INCHES.  THIS BENCH MARK IS THE HIGH POINT AT
 JA0121'SKY HAVEN AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0196 ***********************************************************************
 JB0196  DESIGNATION -  M 282
 JB0196  PID         -  JB0196
 JB0196  STATE/COUNTY-  IN/POSEY
 JB0196  COUNTRY     -  US
 JB0196  USGS QUAD   -  SOLITUDE (2019)
 JB0196
 JB0196                         *CURRENT SURVEY CONTROL
 JB0196  ______________________________________________________________________
 JB0196* NAD 83(1986) POSITION- 38 00 38.78   (N) 087 59 51.25   (W)   HD_HELD1
 JB0196* NAVD 88 ORTHO HEIGHT -   110.748 (meters)      363.35  (feet) ADJUSTED
 JB0196  ______________________________________________________________________
 JB0196  GEOID HEIGHT    -        -30.585 (meters)                     GEOID18
 JB0196  DYNAMIC HEIGHT  -        110.673 (meters)      363.10  (feet) COMP
 JB0196  MODELED GRAVITY -    979,951.0   (mgal)                       NAVD 88
 JB0196
 JB0196  VERT ORDER      -  FIRST     CLASS II
 JB0196
 JB0196.The horizontal coordinates were determined by differentially corrected
 JB0196.hand held GPS observations or other comparable positioning techniques
 JB0196.and have an estimated accuracy of +/- 3 meters.
 JB0196
 JB0196.The orthometric height was determined by differential leveling and
 JB0196.adjusted by the NATIONAL GEODETIC SURVEY
 JB0196.in June 1991.
 JB0196
 JB0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0196.GEOID18 height accuracy estimate available here.
 JB0196
 JB0196.Click photographs - Photos may exist for this station.
 JB0196
 JB0196.The dynamic height is computed by dividing the NAVD 88
 JB0196.geopotential number by the normal gravity value computed on the
 JB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0196.degrees latitude (g = 980.6199 gals.).
 JB0196
 JB0196.The modeled gravity was interpolated from observed gravity values.
 JB0196
 JB0196;                    North         East    Units  Estimated Accuracy
 JB0196;SPC IN W     -   307,084.1     819,714.0     MT  (+/- 3 meters HH1 GPS) 
 JB0196
 JB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1242707479(NAD 83)
 JB0196
 JB0196                          SUPERSEDED SURVEY CONTROL
 JB0196
 JB0196  NGVD 29 (??/??/92)  110.862  (m)          363.72   (f) ADJ UNCH    1 2
 JB0196
 JB0196.Superseded values are not recommended for survey control.
 JB0196
 JB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0196.See file dsdata.pdf to determine how the superseded data were derived.
 JB0196
 JB0196_MARKER: DB = BENCH MARK DISK
 JB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0196_STAMPING: M 282 1954
 JB0196_MARK LOGO: CGS
 JB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0196+STABILITY: SURFACE MOTION
 JB0196
 JB0196  HISTORY     - Date     Condition        Report By
 JB0196  HISTORY     - 1954     MONUMENTED       CGS
 JB0196
 JB0196                          STATION DESCRIPTION
 JB0196
 JB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0196'7.8 MI NW FROM UPTON.
 JB0196'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE
 JB0196'SCHOOL AT UPTON, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.4 MILE
 JB0196'WEST AND ABOUT 1.05 MILES NORTH ALONG GRAVEL ROADS, THENCE ABOUT
 JB0196'1.45 MILES WEST, ABOUT 1.0 MILE NORTH AND ABOUT 1.0 MILE EAST
 JB0196'ALONG DIRT ROADS, ABOUT 0.45 MILE EAST OF THE OVERPASS OF THE
 JB0196'LOUISVILLE AND NASHVILLE RAILROAD, AT THE JUNCTION OF A ROAD
 JB0196'NORTH, 23 FEET NORTH OF CENTER LINE OF ROAD EAST, 15 FEET EAST
 JB0196'OF CENTER LINE OF ROAD NORTH, 28 FEET NORTHEAST OF CENTER OF
 JB0196'JUNCTION, 4 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A
 JB0196'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JB0196'ABOUT LEVEL WITH ROADS AND SET IN THE TOP OF A CONCRETE POST
 JB0196'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0108 ***********************************************************************
 HB0108  DESIGNATION -  M 283
 HB0108  PID         -  HB0108
 HB0108  STATE/COUNTY-  IN/POSEY
 HB0108  COUNTRY     -  US
 HB0108  USGS QUAD   -  WABASH ISLAND (2019)
 HB0108
 HB0108                         *CURRENT SURVEY CONTROL
 HB0108  ______________________________________________________________________
 HB0108* NAD 83(1986) POSITION- 37 49 32.     (N) 088 00 10.     (W)   SCALED
 HB0108* NAVD 88 ORTHO HEIGHT -   110.449 (meters)      362.36  (feet) ADJUSTED
 HB0108  ______________________________________________________________________
 HB0108  GEOID HEIGHT    -        -30.267 (meters)                     GEOID18
 HB0108  DYNAMIC HEIGHT  -        110.373 (meters)      362.12  (feet) COMP
 HB0108  MODELED GRAVITY -    979,940.1   (mgal)                       NAVD 88
 HB0108
 HB0108  VERT ORDER      -  FIRST     CLASS II
 HB0108
 HB0108.The horizontal coordinates were scaled from a map and have
 HB0108.an estimated accuracy of +/- 6 seconds.
 HB0108
 HB0108.The orthometric height was determined by differential leveling and
 HB0108.adjusted by the NATIONAL GEODETIC SURVEY
 HB0108.in June 1991.
 HB0108
 HB0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0108.GEOID18 height accuracy estimate available here.
 HB0108
 HB0108.Click photographs - Photos may exist for this station.
 HB0108
 HB0108.The dynamic height is computed by dividing the NAVD 88
 HB0108.geopotential number by the normal gravity value computed on the
 HB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0108.degrees latitude (g = 980.6199 gals.).
 HB0108
 HB0108.The modeled gravity was interpolated from observed gravity values.
 HB0108
 HB0108;                    North         East    Units  Estimated Accuracy
 HB0108;SPC IN W     -   286,530.      819,050.      MT  (+/- 180 meters Scaled)
 HB0108
 HB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117869(NAD 83)
 HB0108
 HB0108                          SUPERSEDED SURVEY CONTROL
 HB0108
 HB0108  NGVD 29 (11/26/84)  110.553  (m)          362.71   (f) ADJUSTED    1 2
 HB0108
 HB0108.Superseded values are not recommended for survey control.
 HB0108
 HB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0108.See file dsdata.pdf to determine how the superseded data were derived.
 HB0108
 HB0108_MARKER: DB = BENCH MARK DISK
 HB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0108_STAMPING: M 283 1954
 HB0108_MARK LOGO: CGS
 HB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0108+STABILITY: SURFACE MOTION
 HB0108
 HB0108  HISTORY     - Date     Condition        Report By
 HB0108  HISTORY     - 1954     MONUMENTED       CGS
 HB0108  HISTORY     - 1965     GOOD             CGS
 HB0108
 HB0108                          STATION DESCRIPTION
 HB0108
 HB0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0108'3.5 MI NW FROM HOVEY LAKE.
 HB0108'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND GAME
 HB0108'COMMISSION OFFICE BUILDING AT HOVEY LAKE, THENCE 3.1 MILES WEST
 HB0108'AND NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 17, T 14 S, R 8 W,
 HB0108'ABOUT 0.5 MILE SOUTH OF A FARMHOUSE, ABOUT 0.2 MILE NORTH OF A
 HB0108'NARROW BRIDGE WITH STEEL RAILINGS, 60 FEET WEST OF AND ACROSS THE
 HB0108'GRAVELED ROAD FROM A FIELD GATE, 32 FEET WEST OF THE CENTER LINE
 HB0108'OF THE ROAD, 3.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 HB0108'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HB0108'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1198 ***********************************************************************
 JA1198  DESIGNATION -  M 284
 JA1198  PID         -  JA1198
 JA1198  STATE/COUNTY-  IN/GIBSON
 JA1198  COUNTRY     -  US
 JA1198  USGS QUAD   -  NEW HARMONY (2019)
 JA1198
 JA1198                         *CURRENT SURVEY CONTROL
 JA1198  ______________________________________________________________________
 JA1198* NAD 83(1986) POSITION- 38 14 01.     (N) 087 58 28.     (W)   SCALED
 JA1198* NAVD 88 ORTHO HEIGHT -   112.010 (meters)      367.49  (feet) ADJUSTED
 JA1198  ______________________________________________________________________
 JA1198  GEOID HEIGHT    -        -30.889 (meters)                     GEOID18
 JA1198  DYNAMIC HEIGHT  -        111.936 (meters)      367.24  (feet) COMP
 JA1198  MODELED GRAVITY -    979,971.8   (mgal)                       NAVD 88
 JA1198
 JA1198  VERT ORDER      -  FIRST     CLASS II
 JA1198
 JA1198.The horizontal coordinates were scaled from a map and have
 JA1198.an estimated accuracy of +/- 6 seconds.
 JA1198
 JA1198.The orthometric height was determined by differential leveling and
 JA1198.adjusted by the NATIONAL GEODETIC SURVEY
 JA1198.in June 1991.
 JA1198
 JA1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1198.GEOID18 height accuracy estimate available here.
 JA1198
 JA1198.Click photographs - Photos may exist for this station.
 JA1198
 JA1198.The dynamic height is computed by dividing the NAVD 88
 JA1198.geopotential number by the normal gravity value computed on the
 JA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1198.degrees latitude (g = 980.6199 gals.).
 JA1198
 JA1198.The modeled gravity was interpolated from observed gravity values.
 JA1198
 JA1198;                    North         East    Units  Estimated Accuracy
 JA1198;SPC IN W     -   331,800.      821,980.      MT  (+/- 180 meters Scaled)
 JA1198
 JA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147321(NAD 83)
 JA1198
 JA1198                          SUPERSEDED SURVEY CONTROL
 JA1198
 JA1198  NGVD 29 (??/??/92)  112.140  (m)          367.91   (f) ADJ UNCH    1 2
 JA1198
 JA1198.Superseded values are not recommended for survey control.
 JA1198
 JA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1198.See file dsdata.pdf to determine how the superseded data were derived.
 JA1198
 JA1198_MARKER: DB = BENCH MARK DISK
 JA1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1198_SP_SET: BRIDGE
 JA1198_STAMPING: M 284 1954
 JA1198_MARK LOGO: CGS
 JA1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1198
 JA1198  HISTORY     - Date     Condition        Report By
 JA1198  HISTORY     - 1954     MONUMENTED       CGS
 JA1198  HISTORY     - 1961     GOOD             CGS
 JA1198
 JA1198                          STATION DESCRIPTION
 JA1198
 JA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JA1198'11.4 MI N FROM NEW HARMONY.
 JA1198'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1198'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1198'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1198'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1198'GRAVEL ROAD, THENCE ABOUT 1.85 MILES WEST AND NORTHWEST ALONG A
 JA1198'FARM ROAD, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.65 MILE WEST,
 JA1198'ABOUT 1.3 MILES NORTH, ABOUT 0.65 MILE NORTHWEST AND ABOUT 0.5
 JA1198'MILE NORTH ALONG GRAVEL ROADS, ABOUT 0.5 MILE NORTH OF CROSSING
 JA1198'OF THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.25 MILE NORTH OF THE
 JA1198'POSEY-GIBSON COUNTY LINE, IN THE TOP OF THE NORTHWEST CORNER OF
 JA1198'THE NORTHWEST CONCRETE PIER AT NORTH END OF A 90 FOOT STEEL SPAN
 JA1198'BRIDGE OVER A SMALL STREAM, 10 FEET WEST OF CENTER OF ROAD, AND
 JA1198'ABOUT 7 FEET BELOW LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1329 ***********************************************************************
 JA1329  DESIGNATION -  M 285
 JA1329  PID         -  JA1329
 JA1329  STATE/COUNTY-  IN/KNOX
 JA1329  COUNTRY     -  US
 JA1329  USGS QUAD   -  VINCENNES (2019)
 JA1329
 JA1329                         *CURRENT SURVEY CONTROL
 JA1329  ______________________________________________________________________
 JA1329* NAD 83(1986) POSITION- 38 41 11.     (N) 087 31 36.     (W)   SCALED
 JA1329* NAVD 88 ORTHO HEIGHT -   130.938 (meters)      429.59  (feet) ADJUSTED
 JA1329  ______________________________________________________________________
 JA1329  GEOID HEIGHT    -        -31.780 (meters)                     GEOID18
 JA1329  DYNAMIC HEIGHT  -        130.858 (meters)      429.32  (feet) COMP
 JA1329  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 JA1329
 JA1329  VERT ORDER      -  FIRST     CLASS II
 JA1329
 JA1329.The horizontal coordinates were scaled from a map and have
 JA1329.an estimated accuracy of +/- 6 seconds.
 JA1329
 JA1329.The orthometric height was determined by differential leveling and
 JA1329.adjusted by the NATIONAL GEODETIC SURVEY
 JA1329.in June 1991.
 JA1329
 JA1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1329.GEOID18 height accuracy estimate available here.
 JA1329
 JA1329.Click photographs - Photos may exist for this station.
 JA1329
 JA1329.The dynamic height is computed by dividing the NAVD 88
 JA1329.geopotential number by the normal gravity value computed on the
 JA1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1329.degrees latitude (g = 980.6199 gals.).
 JA1329
 JA1329.The modeled gravity was interpolated from observed gravity values.
 JA1329
 JA1329;                    North         East    Units  Estimated Accuracy
 JA1329;SPC IN W     -   381,780.      861,430.      MT  (+/- 180 meters Scaled)
 JA1329
 JA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH541821(NAD 83)
 JA1329
 JA1329                          SUPERSEDED SURVEY CONTROL
 JA1329
 JA1329  NGVD 29 (??/??/92)  131.109  (m)          430.15   (f) ADJ UNCH    1 2
 JA1329
 JA1329.Superseded values are not recommended for survey control.
 JA1329
 JA1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1329.See file dsdata.pdf to determine how the superseded data were derived.
 JA1329
 JA1329_MARKER: DB = BENCH MARK DISK
 JA1329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1329_SP_SET: FLOOD GATE WELL
 JA1329_STAMPING: M 285 1954
 JA1329_MARK LOGO: CGS
 JA1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1329+STABILITY: SURFACE MOTION
 JA1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1329+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 JA1329
 JA1329  HISTORY     - Date     Condition        Report By
 JA1329  HISTORY     - 1954     MONUMENTED       CGS
 JA1329  HISTORY     - 1965     GOOD             CGS
 JA1329  HISTORY     - 20080930 GOOD             GEOCAC
 JA1329
 JA1329                          STATION DESCRIPTION
 JA1329
 JA1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1329'0.9 MI NW FROM VINCENNES.
 JA1329'ABOUT 0.9 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA1329'FROM THE STATION AT VINCENNES, 262 FEET NORTHEAST OF THE
 JA1329'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE RAILROAD BRIDGE
 JA1329'OVER THE WABASH RIVER, SET IN THE TOP OF THE SOUTH CORNER OF A
 JA1329'CONCRETE FLOOD GATE WELL FOR A SEWER, 34 FEET NORTHWEST OF THE
 JA1329'CENTER LINE OF THE TOP OF A DIRT LEVEE, 30 FEET SOUTHWEST OF THE
 JA1329'EXTENDED CENTER LINE OF SCOTT STREET, ABOUT 10 FEET ABOVE THE
 JA1329'LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE DIRT LEVEE.
 JA1329
 JA1329                          STATION RECOVERY (2008)
 JA1329
 JA1329'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1138 ***********************************************************************
 ME1138  DESIGNATION -  M 286
 ME1138  PID         -  ME1138
 ME1138  STATE/COUNTY-  IN/LAKE
 ME1138  COUNTRY     -  US
 ME1138  USGS QUAD   -  SCHNEIDER (2019)
 ME1138
 ME1138                         *CURRENT SURVEY CONTROL
 ME1138  ______________________________________________________________________
 ME1138* NAD 83(1986) POSITION- 41 14 46.     (N) 087 27 07.     (W)   SCALED
 ME1138* NAVD 88 ORTHO HEIGHT -   199.368 (meters)      654.09  (feet) ADJUSTED
 ME1138  ______________________________________________________________________
 ME1138  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 ME1138  DYNAMIC HEIGHT  -        199.285 (meters)      653.82  (feet) COMP
 ME1138  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME1138
 ME1138  VERT ORDER      -  SECOND    CLASS 0
 ME1138
 ME1138.The horizontal coordinates were scaled from a map and have
 ME1138.an estimated accuracy of +/- 6 seconds.
 ME1138
 ME1138.The orthometric height was determined by differential leveling and
 ME1138.adjusted by the NATIONAL GEODETIC SURVEY
 ME1138.in June 1991.
 ME1138
 ME1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1138.GEOID18 height accuracy estimate available here.
 ME1138
 ME1138.Click photographs - Photos may exist for this station.
 ME1138
 ME1138.The dynamic height is computed by dividing the NAVD 88
 ME1138.geopotential number by the normal gravity value computed on the
 ME1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1138.degrees latitude (g = 980.6199 gals.).
 ME1138
 ME1138.The modeled gravity was interpolated from observed gravity values.
 ME1138
 ME1138;                    North         East    Units  Estimated Accuracy
 ME1138;SPC IN W     -   665,960.      869,100.      MT  (+/- 180 meters Scaled)
 ME1138
 ME1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621661(NAD 83)
 ME1138
 ME1138                          SUPERSEDED SURVEY CONTROL
 ME1138
 ME1138  NGVD 29 (??/??/92)  199.452  (m)          654.37   (f) ADJ UNCH    2 0
 ME1138
 ME1138.Superseded values are not recommended for survey control.
 ME1138
 ME1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1138.See file dsdata.pdf to determine how the superseded data were derived.
 ME1138
 ME1138_MARKER: DB = BENCH MARK DISK
 ME1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1138_STAMPING: M 286 1954
 ME1138_MARK LOGO: CGS
 ME1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1138+STABILITY: SURFACE MOTION
 ME1138
 ME1138  HISTORY     - Date     Condition        Report By
 ME1138  HISTORY     - 1954     MONUMENTED       CGS
 ME1138  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1138
 ME1138                          STATION DESCRIPTION
 ME1138
 ME1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1138'0.8 MI S FROM BELSHAW.
 ME1138'ABOUT 0.75 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1138'CROSSING OF BLACK TOP ROAD AT BELSHAW, AT AN EAST-WEST GRAVEL
 ME1138'ROAD CROSSING, ABOUT 0.25 MILE EAST OF A CEMETERY, 215 FEET WEST
 ME1138'OF CENTER OF CROSSING OF ROAD AND WEST TRACK, 18 FEET SOUTH OF
 ME1138'CENTER LINE OF ROAD, 1 FOOT NORTH OF A FENCE LINE, 148 FEET
 ME1138'WEST OF A FENCE CORNER, 215 FEET SOUTHWEST AND ACROSS ROAD FROM
 ME1138'RAILROAD STATION STAKE NO. 1515, 213 FEET WEST OF WEST RAIL OF
 ME1138'WEST TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME1138'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1138'3 INCHES.
 ME1138
 ME1138                          STATION RECOVERY (1989)
 ME1138
 ME1138'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0707 ***********************************************************************
 ME0707  DESIGNATION -  M 29
 ME0707  PID         -  ME0707
 ME0707  STATE/COUNTY-  IN/STARKE
 ME0707  COUNTRY     -  US
 ME0707  USGS QUAD   -  SAN PIERRE (2019)
 ME0707
 ME0707                         *CURRENT SURVEY CONTROL
 ME0707  ______________________________________________________________________
 ME0707* NAD 83(1986) POSITION- 41 11 28.     (N) 086 53 27.     (W)   SCALED
 ME0707* NAVD 88 ORTHO HEIGHT -   215.395 (meters)      706.68  (feet) ADJUSTED
 ME0707  ______________________________________________________________________
 ME0707  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0707  DYNAMIC HEIGHT  -        215.302 (meters)      706.37  (feet) COMP
 ME0707  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 ME0707
 ME0707  VERT ORDER      -  SECOND    CLASS 0
 ME0707
 ME0707.The horizontal coordinates were scaled from a map and have
 ME0707.an estimated accuracy of +/- 6 seconds.
 ME0707
 ME0707.The orthometric height was determined by differential leveling and
 ME0707.adjusted by the NATIONAL GEODETIC SURVEY
 ME0707.in June 1991.
 ME0707
 ME0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0707.GEOID18 height accuracy estimate available here.
 ME0707
 ME0707.Click photographs - Photos may exist for this station.
 ME0707
 ME0707.The dynamic height is computed by dividing the NAVD 88
 ME0707.geopotential number by the normal gravity value computed on the
 ME0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0707.degrees latitude (g = 980.6199 gals.).
 ME0707
 ME0707.The modeled gravity was interpolated from observed gravity values.
 ME0707
 ME0707;                    North         East    Units  Estimated Accuracy
 ME0707;SPC IN W     -   659,800.      916,150.      MT  (+/- 180 meters Scaled)
 ME0707
 ME0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091599(NAD 83)
 ME0707
 ME0707                          SUPERSEDED SURVEY CONTROL
 ME0707
 ME0707  NGVD 29 (??/??/92)  215.484  (m)          706.97   (f) ADJ UNCH    2 0
 ME0707
 ME0707.Superseded values are not recommended for survey control.
 ME0707
 ME0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0707.See file dsdata.pdf to determine how the superseded data were derived.
 ME0707
 ME0707_MARKER: DB = BENCH MARK DISK
 ME0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0707_STAMPING: M 29 1934
 ME0707_MARK LOGO: CGS
 ME0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0707+STABILITY: SURFACE MOTION
 ME0707
 ME0707  HISTORY     - Date     Condition        Report By
 ME0707  HISTORY     - 1934     MONUMENTED       CGS
 ME0707  HISTORY     - 1945     GOOD             CGS
 ME0707
 ME0707                          STATION DESCRIPTION
 ME0707
 ME0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ME0707'0.4 MI S FROM SAN PIERRE.
 ME0707'0.4 MILE SOUTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 ME0707'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT SAN
 ME0707'PIERRE, STARKE COUNTY, 464 FEET SOUTH OF MILEPOST A 23, 36 FEET
 ME0707'EAST OF THE CENTERLINE OF STATE HIGHWAY 43, 34.8 FEET WEST OF
 ME0707'THE WEST RAIL, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 ME0707'DISK, STAMPED M 29 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0707'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1298 ***********************************************************************
 JA1298  DESIGNATION -  M 292
 JA1298  PID         -  JA1298
 JA1298  STATE/COUNTY-  IN/KNOX
 JA1298  COUNTRY     -  US
 JA1298  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1298
 JA1298                         *CURRENT SURVEY CONTROL
 JA1298  ______________________________________________________________________
 JA1298* NAD 83(1986) POSITION- 38 52 29.     (N) 087 30 03.     (W)   SCALED
 JA1298* NAVD 88 ORTHO HEIGHT -   128.015 (meters)      420.00  (feet) ADJUSTED
 JA1298  ______________________________________________________________________
 JA1298  GEOID HEIGHT    -        -31.968 (meters)                     GEOID18
 JA1298  DYNAMIC HEIGHT  -        127.937 (meters)      419.74  (feet) COMP
 JA1298  MODELED GRAVITY -    980,023.9   (mgal)                       NAVD 88
 JA1298
 JA1298  VERT ORDER      -  FIRST     CLASS II
 JA1298
 JA1298.The horizontal coordinates were scaled from a map and have
 JA1298.an estimated accuracy of +/- 6 seconds.
 JA1298
 JA1298.The orthometric height was determined by differential leveling and
 JA1298.adjusted by the NATIONAL GEODETIC SURVEY
 JA1298.in June 1991.
 JA1298
 JA1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1298.GEOID18 height accuracy estimate available here.
 JA1298
 JA1298.Click photographs - Photos may exist for this station.
 JA1298
 JA1298.The dynamic height is computed by dividing the NAVD 88
 JA1298.geopotential number by the normal gravity value computed on the
 JA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1298.degrees latitude (g = 980.6199 gals.).
 JA1298
 JA1298.The modeled gravity was interpolated from observed gravity values.
 JA1298
 JA1298;                    North         East    Units  Estimated Accuracy
 JA1298;SPC IN W     -   402,670.      863,770.      MT  (+/- 180 meters Scaled)
 JA1298
 JA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ565029(NAD 83)
 JA1298
 JA1298                          SUPERSEDED SURVEY CONTROL
 JA1298
 JA1298  NGVD 29 (??/??/92)  128.146  (m)          420.43   (f) ADJ UNCH    1 2
 JA1298
 JA1298.Superseded values are not recommended for survey control.
 JA1298
 JA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1298.See file dsdata.pdf to determine how the superseded data were derived.
 JA1298
 JA1298_MARKER: DB = BENCH MARK DISK
 JA1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1298_STAMPING: M 292 1956
 JA1298_MARK LOGO: CGS
 JA1298_PROJECTION: FLUSH
 JA1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1298+STABILITY: SURFACE MOTION
 JA1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1298+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2013
 JA1298
 JA1298  HISTORY     - Date     Condition        Report By
 JA1298  HISTORY     - 1956     MONUMENTED       CGS
 JA1298  HISTORY     - 20100302 GOOD             LAMAC
 JA1298  HISTORY     - 20130626 GOOD             INDOT
 JA1298
 JA1298                          STATION DESCRIPTION
 JA1298
 JA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1298'7.2 MI W FROM OAKTOWN.
 JA1298'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1298'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1298'TOP ROAD, THENCE ABOUT 1.9 MILES WEST AND NORTH ALONG A GRAVEL
 JA1298'ROAD, THENCE ABOUT 1.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 JA1298'0.55 MILE EAST OF POINT ROAD CROSSES A LEVEE, ABOUT 0.95 MILE
 JA1298'EAST OF BRIDGE OVER BUSSERON CREEK, AT THE JUNCTION OF A GRAVEL
 JA1298'ROAD NORTH, IN SECTION 15, T.5 N., R.10 W., 25 FEET SOUTH OF
 JA1298'CENTER LINE OF EAST-WEST ROAD, 26 FEET SOUTH-SOUTHWEST OF CENTER
 JA1298'OF JUNCTION, ABOUT 4 FEET WEST OF EXTENDED CENTER LINE OF ROAD
 JA1298'NORTH, 9 FEET NORTH OF A 14-INCH OAK TREE, 6 FEET SOUTH OF A
 JA1298'FENCE CORNER, 86 FEET SOUTHWEST AND ACROSS EAST-WEST ROAD FROM
 JA1298'POWER POLE NO. 51 R/25 WITH A TRANSFORMER, 2 FEET WEST OF A
 JA1298'FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JA1298'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JA1298'POST PROJECTING 3 INCHES.
 JA1298
 JA1298                          STATION RECOVERY (2010)
 JA1298
 JA1298'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2010 (ANR)
 JA1298'GPS ABLE IN WINTER BIG OAK JUST SOUTH
 JA1298'38 DEGREES 52 MINUTES 29 14579 SECONDS
 JA1298'87 DEGREES 30 MINUTES 03 19421 SECONDS
 JA1298
 JA1298                          STATION RECOVERY (2013)
 JA1298
 JA1298'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1298'UPDATED STATION LOCATION AND TO REACH NARRATIVE (MONUMENT DESCRIPTION
 JA1298'AND MEASUREMENTS ARE ADEQUATE).
 JA1298'
 JA1298'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF PALESTINE,
 JA1298'3.3 MI (5.3 KM) WEST OF OAKTOWN, 4.1 MI (6.6 KM) NORTHEAST OF
 JA1298'RUSSELLVILLE.
 JA1298'
 JA1298'TO REACH THE STATION FROM THE UNITED STATES POST OFFICE AT 106 EAST
 JA1298'MAIN STREET IN OAKTOWN, TRAVEL WEST ON MAIN STREET 0.3 MI (0.5 KM),
 JA1298'CONTINUE ON CHASTEEN ROAD FOR 0.4 MI (0.6 KM), VEER RIGHT (NORTH) ONTO
 JA1298'ON GAUGER ROAD AND TRAVEL 0.3 MI (0.5 KM) TO COUNTY ROAD 1010 NORTH,
 JA1298'TURN LEFT (WEST) AND TRAVEL 1.0 MI (1.6 KM) TO COUNTY ROAD 50 WEST,
 JA1298'TURN RIGHT (NORTH) AND TRAVEL 0.3 MI (0.5 KM) TO COUNTY ROAD 1050
 JA1298'NORTH, TURN LEFT (WEST) AND TRAVEL 1.0 MI (1.6 KM) TO COUNTY ROAD 1000
 JA1298'NORTH, TURN RIGHT (WEST) AND TRAVEL 0.7 MI (1.1 KM) TO EAST CARDINAL
 JA1298'ROAD.  THE STATION IS ON THE SOUTH SIDE OF THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1024 ***********************************************************************
 DQ1024  DESIGNATION -  M 292 RESET
 DQ1024  PID         -  DQ1024
 DQ1024  STATE/COUNTY-  IN/KNOX
 DQ1024  COUNTRY     -  US
 DQ1024  USGS QUAD   -  RUSSELLVILLE (2018)
 DQ1024
 DQ1024                         *CURRENT SURVEY CONTROL
 DQ1024  ______________________________________________________________________
 DQ1024* NAD 83(2011) POSITION- 38 52 29.58247(N) 087 30 00.70689(W)   ADJUSTED
 DQ1024* NAD 83(2011) ELLIP HT-    96.413 (meters)        (05/29/16)   ADJUSTED
 DQ1024* NAD 83(2011) EPOCH   -  2010.00
 DQ1024* NAVD 88 ORTHO HEIGHT -   128.37  (meters)      421.2   (feet) RESET
 DQ1024  ______________________________________________________________________
 DQ1024  GEOID HEIGHT    -        -31.969 (meters)                     GEOID18
 DQ1024  NAD 83(2011) X  -    216,864.313 (meters)                     COMP
 DQ1024  NAD 83(2011) Y  - -4,967,400.028 (meters)                     COMP
 DQ1024  NAD 83(2011) Z  -  3,981,573.704 (meters)                     COMP
 DQ1024  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 DQ1024  VERT ORDER      -  THIRD
 DQ1024
 DQ1024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1024  Standards:
 DQ1024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1024  -------------------------------------------------------------------
 DQ1024  NETWORK    0.61   1.20           0.27   0.23   0.61      0.04022563
 DQ1024  -------------------------------------------------------------------
 DQ1024  Click here for local accuracies and other accuracy information.
 DQ1024
 DQ1024.The horizontal coordinates were established by GPS observations
 DQ1024.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1024
 DQ1024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1024.been affixed to the stable North American tectonic plate. See 
 DQ1024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1024
 DQ1024.The horizontal coordinates are valid at the epoch date displayed above
 DQ1024.which is a decimal equivalence of Year/Month/Day.
 DQ1024
 DQ1024.The orthometric height was computed from unverified reset data.
 DQ1024
 DQ1024.No vertical observational check was made to the station.
 DQ1024
 DQ1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1024.GEOID18 height accuracy estimate available here.
 DQ1024
 DQ1024.Click photographs - Photos may exist for this station.
 DQ1024
 DQ1024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1024
 DQ1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1024
 DQ1024.The ellipsoidal height was determined by GPS observations
 DQ1024.and is referenced to NAD 83.
 DQ1024
 DQ1024. The following values were computed from the NAD 83(2011) position.
 DQ1024
 DQ1024;                    North         East     Units Scale Factor Converg.
 DQ1024;SPC IN W     -   402,689.685   863,826.282   MT  0.99998277   -0 15 41.9
 DQ1024;SPC IN W     - 1,321,157.74  2,834,070.06   sFT  0.99998277   -0 15 41.9
 DQ1024;UTM  16      - 4,303,011.348   456,610.825   MT  0.99962318   -0 18 50.2
 DQ1024
 DQ1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1024!SPC IN W     -   0.99998487  x   0.99998277  =   0.99996764
 DQ1024!UTM  16      -   0.99998487  x   0.99962318  =   0.99960806
 DQ1024
 DQ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5661003011(NAD 83)
 DQ1024
 DQ1024                          SUPERSEDED SURVEY CONTROL
 DQ1024
 DQ1024.No superseded survey control is available for this station.
 DQ1024
 DQ1024_MARKER: F = FLANGE-ENCASED ROD
 DQ1024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1024_STAMPING: M 292 RESET 2014
 DQ1024_MARK LOGO: NONE
 DQ1024_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1024_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1024+STABILITY: POSITION/ELEVATION WELL
 DQ1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1024+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2015
 DQ1024_ROD/PIPE-DEPTH: 25.9 meters
 DQ1024_SLEEVE-DEPTH  : 0.9 meters
 DQ1024
 DQ1024  HISTORY     - Date     Condition        Report By
 DQ1024  HISTORY     - 20141002 MONUMENTED       BFSINC
 DQ1024  HISTORY     - 20150219 GOOD             INDOT
 DQ1024
 DQ1024                          STATION DESCRIPTION
 DQ1024
 DQ1024'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (RAN)
 DQ1024'THE STATION IS LOCATED 3.9 MI (6.3 KM) SOUTHEAST OF HEATHSVILLE, 4.2
 DQ1024'MI (6.8 KM) NORTHEAST OF RUSSELLVILLE, 3.2 MI (5.1 KM) WEST OF
 DQ1024'OAKTOWN.
 DQ1024'
 DQ1024'TO REACH THE STATION FROM THE UNITED STATES POST OFFICE AT 106 EAST
 DQ1024'MAIN STREET IN OAKTOWN, TRAVEL WEST ON MAIN STREET 0.3 MI (0.5 KM)
 DQ1024'CONTINUE ON CHASTEEN ROAD FOR 0.4 MI (0.6 KM) VEER RIGHT (NORTH) ONTO
 DQ1024'ON GAUGER ROAD AND TRAVEL 0.3 MI (0.5 KM) TO COUNTY ROAD 1010 NORTH.
 DQ1024'TURN LEFT (WEST) AND TRAVEL 1.0 MI (1.6 KM) TO COUNTY ROAD 50 WEST.
 DQ1024'TURN RIGHT (NORTH) AND TRAVEL 0.3 MI (0.5 KM) TO COUNTY ROAD 1050
 DQ1024'NORTH.  TURN LEFT (WEST) AND TRAVEL 1.0 MI (1.6 KM) TO COUNTY ROAD
 DQ1024'1000 NORTH.  TURN RIGHT (WEST) AND TRAVEL 0.7 MI (1.1 KM) TO THE
 DQ1024'STATION ON THE NORTH SIDE OF THE ROADWAY.
 DQ1024'
 DQ1024'THE STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY LEVEL WITH THE
 DQ1024'ROADWAY, 192 FT (58.5 M) WEST OF THE CENTERLINE OF EAST CARDINAL ROAD,
 DQ1024'17 FT (5.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 1000 NORTH, 35.0
 DQ1024'FT (10.7 M) EAST FROM THE SECOND POWER POLE EAST OF THE NORTHEAST
 DQ1024'CORNER OF COUNTY ROAD 1000 NORTH AND EAST CARDINAL ROAD, 82.0 FT (25.0
 DQ1024'M) WEST FROM THE THIRD POWER POLE EAST OF THE NORTHEAST CORNER OF
 DQ1024'COUNTY ROAD 1000 NORTH AND EAST CARDINAL ROAD, 110.5 FT (33.7 M)
 DQ1024'WEST-NORTHWEST FROM THE NORTHWEST FACE OF A GUARD POST ON THE SOUTH
 DQ1024'SIDE OF THE ROAD.
 DQ1024'
 DQ1024'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1024'CAP.  2) M (6.6 FT) 292 IS NOT SCHEDULED TO BE REMOVED.  M 292 RESET
 DQ1024'WAS ESTABLISHED TO FACILITATE CLEAR GPS OBSERVATIONS.
 DQ1024
 DQ1024                          STATION RECOVERY (2015)
 DQ1024
 DQ1024'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DM)
 DQ1024'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1271 ***********************************************************************
 KA1271  DESIGNATION -  M 293
 KA1271  PID         -  KA1271
 KA1271  STATE/COUNTY-  IN/VIGO
 KA1271  COUNTRY     -  US
 KA1271  USGS QUAD   -  HUTTON (2019)
 KA1271
 KA1271                         *CURRENT SURVEY CONTROL
 KA1271  ______________________________________________________________________
 KA1271* NAD 83(1986) POSITION- 39 22 06.     (N) 087 30 58.     (W)   SCALED
 KA1271* NAVD 88 ORTHO HEIGHT -   138.332 (meters)      453.84  (feet) ADJUSTED
 KA1271  ______________________________________________________________________
 KA1271  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 KA1271  DYNAMIC HEIGHT  -        138.253 (meters)      453.59  (feet) COMP
 KA1271  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 KA1271
 KA1271  VERT ORDER      -  FIRST     CLASS II
 KA1271
 KA1271.The horizontal coordinates were scaled from a map and have
 KA1271.an estimated accuracy of +/- 6 seconds.
 KA1271
 KA1271.The orthometric height was determined by differential leveling and
 KA1271.adjusted by the NATIONAL GEODETIC SURVEY
 KA1271.in June 1991.
 KA1271
 KA1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1271.GEOID18 height accuracy estimate available here.
 KA1271
 KA1271.Click photographs - Photos may exist for this station.
 KA1271
 KA1271.The dynamic height is computed by dividing the NAVD 88
 KA1271.geopotential number by the normal gravity value computed on the
 KA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1271.degrees latitude (g = 980.6199 gals.).
 KA1271
 KA1271.The modeled gravity was interpolated from observed gravity values.
 KA1271
 KA1271;                    North         East    Units  Estimated Accuracy
 KA1271;SPC IN W     -   457,480.      862,710.      MT  (+/- 180 meters Scaled)
 KA1271
 KA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ555577(NAD 83)
 KA1271
 KA1271                          SUPERSEDED SURVEY CONTROL
 KA1271
 KA1271  NGVD 29 (??/??/92)  138.438  (m)          454.19   (f) ADJ UNCH    1 2
 KA1271
 KA1271.Superseded values are not recommended for survey control.
 KA1271
 KA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1271.See file dsdata.pdf to determine how the superseded data were derived.
 KA1271
 KA1271_MARKER: DB = BENCH MARK DISK
 KA1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1271_STAMPING: M 293 1956
 KA1271_MARK LOGO: CGS
 KA1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1271+STABILITY: SURFACE MOTION
 KA1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1271+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 KA1271
 KA1271  HISTORY     - Date     Condition        Report By
 KA1271  HISTORY     - 1956     MONUMENTED       CGS
 KA1271  HISTORY     - 1969     GOOD             CGS
 KA1271  HISTORY     - 20100929 GOOD             PB
 KA1271
 KA1271                          STATION DESCRIPTION
 KA1271
 KA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1271'2.2 MI W FROM PRAIRIETON.
 KA1271'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1271'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, AT THE T JUNCTION OF A
 KA1271'NORTH-SOUTH GRAVEL ROAD, 17 FEET NORTH OF CENTER LINE OF ROAD EAST,
 KA1271'33 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 5 1/2 FEET WEST
 KA1271'OF POWER POLE NO. FW/286 WITH LINES EXTENDING NORTH-SOUTH AND EAST,
 KA1271'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 KA1271'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KA1271'INCHES.
 KA1271
 KA1271                          STATION RECOVERY (1969)
 KA1271
 KA1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1271'RECOVERED IN GOOD CONDITION.
 KA1271
 KA1271                          STATION RECOVERY (2010)
 KA1271
 KA1271'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1271'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0655 ***********************************************************************
 KA0655  DESIGNATION -  M 3
 KA0655  PID         -  KA0655
 KA0655  STATE/COUNTY-  IN/PUTNAM
 KA0655  COUNTRY     -  US
 KA0655  USGS QUAD   -  GREENCASTLE (2019)
 KA0655
 KA0655                         *CURRENT SURVEY CONTROL
 KA0655  ______________________________________________________________________
 KA0655* NAD 83(1986) POSITION- 39 39 14.     (N) 086 52 04.     (W)   SCALED
 KA0655* NAVD 88 ORTHO HEIGHT -   224.833 (meters)      737.64  (feet) ADJUSTED
 KA0655  ______________________________________________________________________
 KA0655  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 KA0655  DYNAMIC HEIGHT  -        224.706 (meters)      737.22  (feet) COMP
 KA0655  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 KA0655
 KA0655  VERT ORDER      -  FIRST     CLASS II
 KA0655
 KA0655.The horizontal coordinates were scaled from a map and have
 KA0655.an estimated accuracy of +/- 6 seconds.
 KA0655
 KA0655.The orthometric height was determined by differential leveling and
 KA0655.adjusted by the NATIONAL GEODETIC SURVEY
 KA0655.in June 1991.
 KA0655
 KA0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0655.GEOID18 height accuracy estimate available here.
 KA0655
 KA0655.Click photographs - Photos may exist for this station.
 KA0655
 KA0655.The dynamic height is computed by dividing the NAVD 88
 KA0655.geopotential number by the normal gravity value computed on the
 KA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0655.degrees latitude (g = 980.6199 gals.).
 KA0655
 KA0655.The modeled gravity was interpolated from observed gravity values.
 KA0655
 KA0655;                    North         East    Units  Estimated Accuracy
 KA0655;SPC IN W     -   489,110.      918,500.      MT  (+/- 180 meters Scaled)
 KA0655
 KA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113893(NAD 83)
 KA0655
 KA0655                          SUPERSEDED SURVEY CONTROL
 KA0655
 KA0655  NGVD 29 (??/??/92)  224.947  (m)          738.01   (f) ADJ UNCH    1 2
 KA0655
 KA0655.Superseded values are not recommended for survey control.
 KA0655
 KA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0655.See file dsdata.pdf to determine how the superseded data were derived.
 KA0655
 KA0655_MARKER: DB = BENCH MARK DISK
 KA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0655_STAMPING: ELEV 738.035 FT M 3
 KA0655_MARK LOGO: CGS
 KA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0655+STABILITY: SURFACE MOTION
 KA0655
 KA0655  HISTORY     - Date     Condition        Report By
 KA0655  HISTORY     - 1916     MONUMENTED       CGS
 KA0655  HISTORY     - 1946     GOOD             CGS
 KA0655  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0655
 KA0655                          STATION DESCRIPTION
 KA0655
 KA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0655'AT GREENCASTLE.
 KA0655'RECOVERED AS DESCRIBED-- THE FOLLOWING ADDITIONAL INFORMATION
 KA0655'SHOULD BE ADDED-- 130 FEET NORTHWEST ACROSS THE TRACKS FROM THE
 KA0655'NORTHEAST CORNER OF THE STATION, 11.5 FEET NORTHEAST OF POLE 39/05,
 KA0655'2 FEET SOUTHEAST OF A FENCE, AND PROJECTS 1 FOOT ABOVE THE GROUND.
 KA0655'AT GREENCASTLE, ON THE NEW YORK CENTRAL RAILROAD, ACROSS THE
 KA0655'TRACKS FROM THE WEST END OF THE STATION, ON A SMALL HUMMOCK,
 KA0655'AND AT A FENCE.
 KA0655
 KA0655                          STATION RECOVERY (1985)
 KA0655
 KA0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0875 ***********************************************************************
 LB0875  DESIGNATION -  M 30
 LB0875  PID         -  LB0875
 LB0875  STATE/COUNTY-  IN/TIPPECANOE
 LB0875  COUNTRY     -  US
 LB0875  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0875
 LB0875                         *CURRENT SURVEY CONTROL
 LB0875  ______________________________________________________________________
 LB0875* NAD 83(1986) POSITION- 40 28 56.82   (N) 086 51 53.00   (W)   HD_HELD1
 LB0875* NAVD 88 ORTHO HEIGHT -   165.825 (meters)      544.04  (feet) ADJUSTED
 LB0875  ______________________________________________________________________
 LB0875  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 LB0875  DYNAMIC HEIGHT  -        165.744 (meters)      543.78  (feet) COMP
 LB0875  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 LB0875
 LB0875  VERT ORDER      -  SECOND    CLASS 0
 LB0875
 LB0875.The horizontal coordinates were determined by differentially corrected
 LB0875.hand held GPS observations or other comparable positioning techniques
 LB0875.and have an estimated accuracy of +/- 3 meters.
 LB0875
 LB0875.The orthometric height was determined by differential leveling and
 LB0875.adjusted by the NATIONAL GEODETIC SURVEY
 LB0875.in June 1991.
 LB0875
 LB0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0875.GEOID18 height accuracy estimate available here.
 LB0875
 LB0875.Click photographs - Photos may exist for this station.
 LB0875
 LB0875.The dynamic height is computed by dividing the NAVD 88
 LB0875.geopotential number by the normal gravity value computed on the
 LB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0875.degrees latitude (g = 980.6199 gals.).
 LB0875
 LB0875.The modeled gravity was interpolated from observed gravity values.
 LB0875
 LB0875;                    North         East    Units  Estimated Accuracy
 LB0875;SPC IN W     -   581,109.7     918,535.4     MT  (+/- 3 meters HH1 GPS) 
 LB0875
 LB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1146581315(NAD 83)
 LB0875
 LB0875                          SUPERSEDED SURVEY CONTROL
 LB0875
 LB0875  NGVD 29 (??/??/92)  165.927  (m)          544.38   (f) ADJ UNCH    2 0
 LB0875
 LB0875.Superseded values are not recommended for survey control.
 LB0875
 LB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0875.See file dsdata.pdf to determine how the superseded data were derived.
 LB0875
 LB0875_MARKER: DB = BENCH MARK DISK
 LB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0875_STAMPING: M 30 1934
 LB0875_MARK LOGO: CGS
 LB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0875+STABILITY: SURFACE MOTION
 LB0875
 LB0875  HISTORY     - Date     Condition        Report By
 LB0875  HISTORY     - 1934     MONUMENTED       CGS
 LB0875  HISTORY     - 1935     GOOD             CGS
 LB0875
 LB0875                          STATION DESCRIPTION
 LB0875
 LB0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0875'4.6 MI N FROM LA FAYETTE.
 LB0875'4.6 MILES NORTH ALONG THE CHICAGO TO LOUISVILLE DIVISION OF THE
 LB0875'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION
 LB0875'AT LA FAYETTE, TIPPECANOE COUNTY, 0.4 MILE NORTH OF THE NORTH
 LB0875'END OF RAILROAD BRIDGE 115.7 OVER THE WABASH RIVER, 34.1 FEET
 LB0875'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD CROSSING, 22.3 FEET
 LB0875'EAST OF THE EAST RAIL, AND 2 FEET LOWER THAN THE TRACK.  A
 LB0875'STANDARD DISK, STAMPED M 30 1934 AND SET IN THE TOP OF A CONCRETE
 LB0875'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0705 ***********************************************************************
 MD0705  DESIGNATION -  M 305
 MD0705  PID         -  MD0705
 MD0705  STATE/COUNTY-  IN/ALLEN
 MD0705  COUNTRY     -  US
 MD0705  USGS QUAD   -  HUNTERTOWN (2019)
 MD0705
 MD0705                         *CURRENT SURVEY CONTROL
 MD0705  ______________________________________________________________________
 MD0705* NAD 83(1986) POSITION- 41 10 41.     (N) 085 07 53.     (W)   SCALED
 MD0705* NAVD 88 ORTHO HEIGHT -   257.275 (meters)      844.08  (feet) ADJUSTED
 MD0705  ______________________________________________________________________
 MD0705  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 MD0705  DYNAMIC HEIGHT  -        257.174 (meters)      843.75  (feet) COMP
 MD0705  MODELED GRAVITY -    980,225.2   (mgal)                       NAVD 88
 MD0705
 MD0705  VERT ORDER      -  SECOND    CLASS 0
 MD0705
 MD0705.The horizontal coordinates were scaled from a map and have
 MD0705.an estimated accuracy of +/- 6 seconds.
 MD0705
 MD0705.The orthometric height was determined by differential leveling and
 MD0705.adjusted by the NATIONAL GEODETIC SURVEY
 MD0705.in June 1991.
 MD0705
 MD0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0705.GEOID18 height accuracy estimate available here.
 MD0705
 MD0705.Click photographs - Photos may exist for this station.
 MD0705
 MD0705.The dynamic height is computed by dividing the NAVD 88
 MD0705.geopotential number by the normal gravity value computed on the
 MD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0705.degrees latitude (g = 980.6199 gals.).
 MD0705
 MD0705.The modeled gravity was interpolated from observed gravity values.
 MD0705
 MD0705;                    North         East    Units  Estimated Accuracy
 MD0705;SPC IN E     -   658,470.      144,910.      MT  (+/- 180 meters Scaled)
 MD0705
 MD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567602(NAD 83)
 MD0705
 MD0705                          SUPERSEDED SURVEY CONTROL
 MD0705
 MD0705  NGVD 29 (??/??/92)  257.402  (m)          844.49   (f) ADJ UNCH    2 0
 MD0705
 MD0705.Superseded values are not recommended for survey control.
 MD0705
 MD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0705.See file dsdata.pdf to determine how the superseded data were derived.
 MD0705
 MD0705_MARKER: DB = BENCH MARK DISK
 MD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0705_STAMPING: M 305 1963
 MD0705_MARK LOGO: CGS
 MD0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0705+STABILITY: SURFACE MOTION
 MD0705
 MD0705  HISTORY     - Date     Condition        Report By
 MD0705  HISTORY     - 1963     MONUMENTED       CGS
 MD0705
 MD0705                          STATION DESCRIPTION
 MD0705
 MD0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0705'6 MI WSW FROM CEDARVILLE.
 MD0705'LOCATED ABOUT 6.0 MILES WEST-SOUTHWEST OF THE JUNCTION OF MAIN
 MD0705'AND ST. JOE STREETS IN CEDARVILLE ALONG DUPONT ROAD AT U.S.
 MD0705'HIGHWAY 27.  TO REACH FROM CEDARVILLE, DRIVE SOUTHWEST ON
 MD0705'INDIANA STATE HIGHWAY 1 FOR 3.3 MILES TO INTERSECTIONS OF
 MD0705'DUPONT ROAD, INDIANA STATE HIGHWAY 1 AND INDIANA STATE HIGHWAY
 MD0705'427, THENCE WEST THROUGH INTERSECTION FOR 2.8 MILES TO INTERSECTION
 MD0705'OF U.S. HIGHWAY 27.  THE MARK IS ABOUT 0.5 MILE EAST OF BENCH
 MD0705'MARK C 199, 1946 IN LINE 102, 88.5 FEET SOUTH OF THE CENTERLINE
 MD0705'OF DUPONT ROAD, 32.2 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 MD0705'27 AND 4.0 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 728-R-27050.
 MD0705'A STANDARD DISK STAMPED M 305 1963, SET IN TOP OF A 12 INCH
 MD0705'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1456 ***********************************************************************
 MD1456  DESIGNATION -  M 305 RESET
 MD1456  PID         -  MD1456
 MD1456  STATE/COUNTY-  IN/ALLEN
 MD1456  COUNTRY     -  US
 MD1456  USGS QUAD   -  HUNTERTOWN (2019)
 MD1456
 MD1456                         *CURRENT SURVEY CONTROL
 MD1456  ______________________________________________________________________
 MD1456* NAD 83(1986) POSITION- 41 10 41.     (N) 085 07 53.     (W)   SCALED
 MD1456* NAVD 88 ORTHO HEIGHT -   257.08  (meters)      843.4   (feet) RESET
 MD1456  ______________________________________________________________________
 MD1456  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 MD1456  VERT ORDER      -  THIRD
 MD1456
 MD1456.The horizontal coordinates were scaled from a map and have
 MD1456.an estimated accuracy of +/- 6 seconds.
 MD1456
 MD1456.The orthometric height was computed from unverified reset data.
 MD1456
 MD1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1456.GEOID18 height accuracy estimate available here.
 MD1456
 MD1456.Click photographs - Photos may exist for this station.
 MD1456
 MD1456;                    North         East    Units  Estimated Accuracy
 MD1456;SPC IN E     -   658,470.      144,910.      MT  (+/- 180 meters Scaled)
 MD1456
 MD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567602(NAD 83)
 MD1456
 MD1456                          SUPERSEDED SURVEY CONTROL
 MD1456
 MD1456  NGVD 29 (08/22/16)  257.21   (m)          843.9    (f) RESET       3  
 MD1456
 MD1456.Superseded values are not recommended for survey control.
 MD1456
 MD1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1456.See file dsdata.pdf to determine how the superseded data were derived.
 MD1456
 MD1456_MARKER: DV = VERTICAL CONTROL DISK
 MD1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1456_STAMPING: M 305 RESET 1983
 MD1456_MARK LOGO: NGS
 MD1456_PROJECTION: RECESSED 5 CENTIMETERS
 MD1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1456+STABILITY: SURFACE MOTION
 MD1456
 MD1456  HISTORY     - Date     Condition        Report By
 MD1456  HISTORY     - 1983     MONUMENTED       NGS
 MD1456
 MD1456                          STATION DESCRIPTION
 MD1456
 MD1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MD1456'9.7 KM (6.0 MI) SW FROM CEDARVILLE.
 MD1456'9.7 KM (6.0 MI) WEST-SOUTHWEST OF CEDARVILLE ALONG DUPONT ROAD,
 MD1456'FROM THE JUNCTION OF INTERSTATE 69 AND DUPONT ROAD, WHICH IS ABOUT
 MD1456'4.5 MILES WEST-SOUTHWEST OF CEDARVILLE, GO WEST ALONG DUPONT ROAD FOR
 MD1456'2.4 KM (1.45 MI) TO A CROSSROAD, COLDWATER ROAD AND MARK IN THE
 MD1456'SOUTHEAST SECTION OF THE INTERSECTION, 27.7 METERS (91.0 FEET) SOUTH
 MD1456'OF THE APPROXIMATE CENTER OF DUPONT ROAD, 15.2 METERS (50.0 FEET)
 MD1456'EAST OF THE APPROXIMATE CENTER OF COLDWATER ROAD, 6.7 METERS
 MD1456'(22.0 FEET) WEST OF THE WEST CURB OF THE FORT WAYNE NATIONAL BANK
 MD1456'DRIVEWAY, AND 1.2 METERS (4.0 FEET) NORTH OF A UTILITY POLE.
 MD1456'THE MARK IS 3.0 FT  N FROM A WITNESS POST.
 MD1456'THE MARK IS 1.0 FT ABOVE COLDWATER RD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0667 ***********************************************************************
 JA0667  DESIGNATION -  M 309
 JA0667  PID         -  JA0667
 JA0667  STATE/COUNTY-  IN/MARTIN
 JA0667  COUNTRY     -  US
 JA0667  USGS QUAD   -  HURON (2019)
 JA0667
 JA0667                         *CURRENT SURVEY CONTROL
 JA0667  ______________________________________________________________________
 JA0667* NAD 83(1986) POSITION- 38 43 00.     (N) 086 41 11.     (W)   SCALED
 JA0667* NAVD 88 ORTHO HEIGHT -   162.969 (meters)      534.67  (feet) ADJUSTED
 JA0667  ______________________________________________________________________
 JA0667  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 JA0667  DYNAMIC HEIGHT  -        162.863 (meters)      534.33  (feet) COMP
 JA0667  MODELED GRAVITY -    979,979.0   (mgal)                       NAVD 88
 JA0667
 JA0667  VERT ORDER      -  FIRST     CLASS II
 JA0667
 JA0667.The horizontal coordinates were scaled from a map and have
 JA0667.an estimated accuracy of +/- 6 seconds.
 JA0667
 JA0667.The orthometric height was determined by differential leveling and
 JA0667.adjusted by the NATIONAL GEODETIC SURVEY
 JA0667.in June 1991.
 JA0667
 JA0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0667.GEOID18 height accuracy estimate available here.
 JA0667
 JA0667.Click photographs - Photos may exist for this station.
 JA0667
 JA0667.The dynamic height is computed by dividing the NAVD 88
 JA0667.geopotential number by the normal gravity value computed on the
 JA0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0667.degrees latitude (g = 980.6199 gals.).
 JA0667
 JA0667.The modeled gravity was interpolated from observed gravity values.
 JA0667
 JA0667;                    North         East    Units  Estimated Accuracy
 JA0667;SPC IN W     -   385,120.      934,520.      MT  (+/- 180 meters Scaled)
 JA0667
 JA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH272853(NAD 83)
 JA0667
 JA0667                          SUPERSEDED SURVEY CONTROL
 JA0667
 JA0667  NGVD 29 (??/??/92)  163.094  (m)          535.08   (f) ADJ UNCH    1 2
 JA0667
 JA0667.Superseded values are not recommended for survey control.
 JA0667
 JA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0667.See file dsdata.pdf to determine how the superseded data were derived.
 JA0667
 JA0667_MARKER: DB = BENCH MARK DISK
 JA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0667_STAMPING: M 309 1965
 JA0667_MARK LOGO: CGS
 JA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0667+STABILITY: SURFACE MOTION
 JA0667
 JA0667  HISTORY     - Date     Condition        Report By
 JA0667  HISTORY     - 1965     MONUMENTED       CGS
 JA0667
 JA0667                          STATION DESCRIPTION
 JA0667
 JA0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0667'0.9 MI W FROM HURON.
 JA0667'ABOUT 0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0667'THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 1, T 3 N,
 JA0667'R 3 W, 2 POLES EAST OF MILEPOST 138-40, 4 POLES WEST OF A PRIVATE
 JA0667'ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL, 13 FEET WEST OF
 JA0667'A TELEPHONE POLE, 15 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A
 JA0667'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 JA0667'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0726 ***********************************************************************
 LB0726  DESIGNATION -  M 31
 LB0726  PID         -  LB0726
 LB0726  STATE/COUNTY-  IN/TIPPECANOE
 LB0726  COUNTRY     -  US
 LB0726  USGS QUAD   -  MULBERRY (2019)
 LB0726
 LB0726                         *CURRENT SURVEY CONTROL
 LB0726  ______________________________________________________________________
 LB0726* NAD 83(1986) POSITION- 40 21 55.     (N) 086 43 58.     (W)   SCALED
 LB0726* NAVD 88 ORTHO HEIGHT -   208.502 (meters)      684.06  (feet) ADJUSTED
 LB0726  ______________________________________________________________________
 LB0726  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 LB0726  DYNAMIC HEIGHT  -        208.396 (meters)      683.71  (feet) COMP
 LB0726  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 LB0726
 LB0726  VERT ORDER      -  SECOND    CLASS 0
 LB0726
 LB0726.The horizontal coordinates were scaled from a map and have
 LB0726.an estimated accuracy of +/- 6 seconds.
 LB0726
 LB0726.The orthometric height was determined by differential leveling and
 LB0726.adjusted by the NATIONAL GEODETIC SURVEY
 LB0726.in June 1991.
 LB0726
 LB0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0726.GEOID18 height accuracy estimate available here.
 LB0726
 LB0726.Click photographs - Photos may exist for this station.
 LB0726
 LB0726.The dynamic height is computed by dividing the NAVD 88
 LB0726.geopotential number by the normal gravity value computed on the
 LB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0726.degrees latitude (g = 980.6199 gals.).
 LB0726
 LB0726.The modeled gravity was interpolated from observed gravity values.
 LB0726
 LB0726;                    North         East    Units  Estimated Accuracy
 LB0726;SPC IN W     -   568,140.      929,770.      MT  (+/- 180 meters Scaled)
 LB0726
 LB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226683(NAD 83)
 LB0726
 LB0726                          SUPERSEDED SURVEY CONTROL
 LB0726
 LB0726  NGVD 29 (??/??/92)  208.609  (m)          684.41   (f) ADJ UNCH    2 0
 LB0726
 LB0726.Superseded values are not recommended for survey control.
 LB0726
 LB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0726.See file dsdata.pdf to determine how the superseded data were derived.
 LB0726
 LB0726_MARKER: DB = BENCH MARK DISK
 LB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0726_STAMPING: M 31 1934
 LB0726_MARK LOGO: CGS
 LB0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0726+STABILITY: SURFACE MOTION
 LB0726
 LB0726  HISTORY     - Date     Condition        Report By
 LB0726  HISTORY     - 1934     MONUMENTED       CGS
 LB0726  HISTORY     - 1942     GOOD             CGS
 LB0726  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0726
 LB0726                          STATION DESCRIPTION
 LB0726
 LB0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LB0726'2 MI SE FROM DAYTON.
 LB0726'2.0 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0726'RAILROAD FROM THE STATION AT DAYTON, TIPPECANOE COUNTY, 0.4 MILE
 LB0726'SOUTHEAST OF MILEPOST S 248, 100 YARDS SOUTH OF A CEMETERY, AT
 LB0726'A GRAVEL-ROAD CROSSING, 30.4 FEET WEST OF THE CROSSING-WARNING
 LB0726'SIGN, 22.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 17.9 FEET
 LB0726'NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE
 LB0726'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LB0726'STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0726'6 INCHES ABOVE GROUND.
 LB0726
 LB0726                          STATION RECOVERY (2002)
 LB0726
 LB0726'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0726'MARK NOT FOUND, POSSIBLY DUE TO RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0372 ***********************************************************************
 JA0372  DESIGNATION -  M 310
 JA0372  PID         -  JA0372
 JA0372  STATE/COUNTY-  IN/ORANGE
 JA0372  COUNTRY     -  US
 JA0372  USGS QUAD   -  VALEENE (2019)
 JA0372
 JA0372                         *CURRENT SURVEY CONTROL
 JA0372  ______________________________________________________________________
 JA0372* NAD 83(1986) POSITION- 38 26 48.     (N) 086 27 24.     (W)   SCALED
 JA0372* NAVD 88 ORTHO HEIGHT -   179.618 (meters)      589.30  (feet) ADJUSTED
 JA0372  ______________________________________________________________________
 JA0372  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 JA0372  DYNAMIC HEIGHT  -        179.492 (meters)      588.88  (feet) COMP
 JA0372  MODELED GRAVITY -    979,927.5   (mgal)                       NAVD 88
 JA0372
 JA0372  VERT ORDER      -  FIRST     CLASS II
 JA0372
 JA0372.The horizontal coordinates were scaled from a map and have
 JA0372.an estimated accuracy of +/- 6 seconds.
 JA0372
 JA0372.The orthometric height was determined by differential leveling and
 JA0372.adjusted by the NATIONAL GEODETIC SURVEY
 JA0372.in June 1991.
 JA0372
 JA0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0372.GEOID18 height accuracy estimate available here.
 JA0372
 JA0372.Click photographs - Photos may exist for this station.
 JA0372
 JA0372.The dynamic height is computed by dividing the NAVD 88
 JA0372.geopotential number by the normal gravity value computed on the
 JA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0372.degrees latitude (g = 980.6199 gals.).
 JA0372
 JA0372.The modeled gravity was interpolated from observed gravity values.
 JA0372
 JA0372;                    North         East    Units  Estimated Accuracy
 JA0372;SPC IN W     -   355,260.      954,710.      MT  (+/- 180 meters Scaled)
 JA0372
 JA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474555(NAD 83)
 JA0372
 JA0372                          SUPERSEDED SURVEY CONTROL
 JA0372
 JA0372  NGVD 29 (??/??/92)  179.724  (m)          589.64   (f) ADJ UNCH    1 2
 JA0372
 JA0372.Superseded values are not recommended for survey control.
 JA0372
 JA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0372.See file dsdata.pdf to determine how the superseded data were derived.
 JA0372
 JA0372_MARKER: DB = BENCH MARK DISK
 JA0372_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0372_STAMPING: M 310 1965
 JA0372_MARK LOGO: CGS
 JA0372_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0372
 JA0372  HISTORY     - Date     Condition        Report By
 JA0372  HISTORY     - 1965     MONUMENTED       CGS
 JA0372
 JA0372                          STATION DESCRIPTION
 JA0372
 JA0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0372'9 MI S FROM PAOLI.
 JA0372'9.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JA0372'PAOLI, OR 8.8 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST
 JA0372'OFFICE AT ENGLISH, IN SECTION 12, T 1 S, R 1 W, 67 FEET EAST
 JA0372'OF THE CENTER LINE OF THE HIGHWAY, 80 FEET WEST OF THE NORTHWEST
 JA0372'CORNER OF A HOUSE NOW OWNED BY MR. D. E. WHITE, 11 FEET
 JA0372'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 1 FOOT WEST OF A FENCE
 JA0372'CORNER, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET ON
 JA0372'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 JA0372'DEPTH OF 12 FEET AND IS ENCASED IN A CAST IRON PIPE WHICH
 JA0372'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0718 ***********************************************************************
 JA0718  DESIGNATION -  M 311
 JA0718  PID         -  JA0718
 JA0718  STATE/COUNTY-  IN/MARTIN
 JA0718  COUNTRY     -  US
 JA0718  USGS QUAD   -  LOOGOOTEE (2019)
 JA0718
 JA0718                         *CURRENT SURVEY CONTROL
 JA0718  ______________________________________________________________________
 JA0718* NAD 83(1986) POSITION- 38 40 53.     (N) 086 54 14.     (W)   SCALED
 JA0718* NAVD 88 ORTHO HEIGHT -   155.070 (meters)      508.76  (feet) ADJUSTED
 JA0718  ______________________________________________________________________
 JA0718  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 JA0718  DYNAMIC HEIGHT  -        154.970 (meters)      508.43  (feet) COMP
 JA0718  MODELED GRAVITY -    979,983.1   (mgal)                       NAVD 88
 JA0718
 JA0718  VERT ORDER      -  FIRST     CLASS II
 JA0718
 JA0718.The horizontal coordinates were scaled from a map and have
 JA0718.an estimated accuracy of +/- 6 seconds.
 JA0718
 JA0718.The orthometric height was determined by differential leveling and
 JA0718.adjusted by the NATIONAL GEODETIC SURVEY
 JA0718.in June 1991.
 JA0718
 JA0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0718.GEOID18 height accuracy estimate available here.
 JA0718
 JA0718.Click photographs - Photos may exist for this station.
 JA0718
 JA0718.The dynamic height is computed by dividing the NAVD 88
 JA0718.geopotential number by the normal gravity value computed on the
 JA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0718.degrees latitude (g = 980.6199 gals.).
 JA0718
 JA0718.The modeled gravity was interpolated from observed gravity values.
 JA0718
 JA0718;                    North         East    Units  Estimated Accuracy
 JA0718;SPC IN W     -   381,140.      915,610.      MT  (+/- 180 meters Scaled)
 JA0718
 JA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH083814(NAD 83)
 JA0718
 JA0718                          SUPERSEDED SURVEY CONTROL
 JA0718
 JA0718  NGVD 29 (??/??/92)  155.199  (m)          509.18   (f) ADJ UNCH    1 2
 JA0718
 JA0718.Superseded values are not recommended for survey control.
 JA0718
 JA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0718.See file dsdata.pdf to determine how the superseded data were derived.
 JA0718
 JA0718_MARKER: DB = BENCH MARK DISK
 JA0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0718_SP_SET: OVERPASS
 JA0718_STAMPING: M 311 1965
 JA0718_MARK LOGO: CGS
 JA0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0718
 JA0718  HISTORY     - Date     Condition        Report By
 JA0718  HISTORY     - 1965     MONUMENTED       CGS
 JA0718
 JA0718                          STATION DESCRIPTION
 JA0718
 JA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0718'0.8 MI E FROM LOOGOOTEE.
 JA0718'ABOUT 0.85 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0718'THE STATION AT LOOGOOTEE, IN SECTION 19, T 3 N, R 4 W, 1 POLE
 JA0718'WEST OF MILEPOST 154-30, SET IN THE TOP OF THE EAST END OF THE
 JA0718'NORTH WINGWALL OF AN OVERPASS, 17 FEET NORTH OF THE NORTH RAIL,
 JA0718'3.5 FEET WEST OF A METAL WITNESS POST, AND ABOUT 6 FEET BELOW
 JA0718'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0253 ***********************************************************************
 JA0253  DESIGNATION -  M 312
 JA0253  PID         -  JA0253
 JA0253  STATE/COUNTY-  IN/HARRISON
 JA0253  COUNTRY     -  US
 JA0253  USGS QUAD   -  DEPAUW (2019)
 JA0253
 JA0253                         *CURRENT SURVEY CONTROL
 JA0253  ______________________________________________________________________
 JA0253* NAD 83(1986) POSITION- 38 19 48.     (N) 086 12 05.     (W)   SCALED
 JA0253* NAVD 88 ORTHO HEIGHT -   216.008 (meters)      708.69  (feet) ADJUSTED
 JA0253  ______________________________________________________________________
 JA0253  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 JA0253  DYNAMIC HEIGHT  -        215.856 (meters)      708.19  (feet) COMP
 JA0253  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0253
 JA0253  VERT ORDER      -  FIRST     CLASS II
 JA0253
 JA0253.The horizontal coordinates were scaled from a map and have
 JA0253.an estimated accuracy of +/- 6 seconds.
 JA0253
 JA0253.The orthometric height was determined by differential leveling and
 JA0253.adjusted by the NATIONAL GEODETIC SURVEY
 JA0253.in June 1991.
 JA0253
 JA0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0253.GEOID18 height accuracy estimate available here.
 JA0253
 JA0253.Click photographs - Photos may exist for this station.
 JA0253
 JA0253.The dynamic height is computed by dividing the NAVD 88
 JA0253.geopotential number by the normal gravity value computed on the
 JA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0253.degrees latitude (g = 980.6199 gals.).
 JA0253
 JA0253.The modeled gravity was interpolated from observed gravity values.
 JA0253
 JA0253;                    North         East    Units  Estimated Accuracy
 JA0253;SPC IN E     -   342,260.       53,250.      MT  (+/- 180 meters Scaled)
 JA0253
 JA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH698427(NAD 83)
 JA0253
 JA0253                          SUPERSEDED SURVEY CONTROL
 JA0253
 JA0253  NGVD 29 (??/??/92)  216.126  (m)          709.07   (f) ADJ UNCH    1 2
 JA0253
 JA0253.Superseded values are not recommended for survey control.
 JA0253
 JA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0253.See file dsdata.pdf to determine how the superseded data were derived.
 JA0253
 JA0253_MARKER: DB = BENCH MARK DISK
 JA0253_SETTING: 66 = SET IN ROCK OUTCROP
 JA0253_STAMPING: M 312 1965
 JA0253_MARK LOGO: CGS
 JA0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0253+STABILITY: POSITION/ELEVATION WELL
 JA0253
 JA0253  HISTORY     - Date     Condition        Report By
 JA0253  HISTORY     - 1965     MONUMENTED       CGS
 JA0253
 JA0253                          STATION DESCRIPTION
 JA0253
 JA0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0253'1 MI E FROM DE PAUW.
 JA0253'1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING OF
 JA0253'THE RAILROAD AND STATE ROAD 337 AT DE PAUW, IN SECTION 20, T 2 S,
 JA0253'R 3 E, 0.2 MILE WEST OF MILEPOST 245, 0.15 MILE WEST OF A
 JA0253'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, AT THE WEST END OF
 JA0253'A SMALL ROCK CUT, 7 1/2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE
 JA0253'TOP OF THE WEST SIDE OF A ROCK OUTCROP, ABOUT 1/2 FOOT BELOW
 JA0253'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1346 ***********************************************************************
 HZ1346  DESIGNATION -  M 313
 HZ1346  PID         -  HZ1346
 HZ1346  STATE/COUNTY-  IN/FLOYD
 HZ1346  COUNTRY     -  US
 HZ1346  USGS QUAD   -  GEORGETOWN (2019)
 HZ1346
 HZ1346                         *CURRENT SURVEY CONTROL
 HZ1346  ______________________________________________________________________
 HZ1346* NAD 83(1986) POSITION- 38 17 14.     (N) 085 53 09.     (W)   SCALED
 HZ1346* NAVD 88 ORTHO HEIGHT -   179.352 (meters)      588.42  (feet) ADJUSTED
 HZ1346  ______________________________________________________________________
 HZ1346  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 HZ1346  DYNAMIC HEIGHT  -        179.228 (meters)      588.02  (feet) COMP
 HZ1346  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 HZ1346
 HZ1346  VERT ORDER      -  FIRST     CLASS II
 HZ1346
 HZ1346.The horizontal coordinates were scaled from a map and have
 HZ1346.an estimated accuracy of +/- 6 seconds.
 HZ1346
 HZ1346.The orthometric height was determined by differential leveling and
 HZ1346.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1346.in June 1991.
 HZ1346
 HZ1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1346.GEOID18 height accuracy estimate available here.
 HZ1346
 HZ1346.Click photographs - Photos may exist for this station.
 HZ1346
 HZ1346.The dynamic height is computed by dividing the NAVD 88
 HZ1346.geopotential number by the normal gravity value computed on the
 HZ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1346.degrees latitude (g = 980.6199 gals.).
 HZ1346
 HZ1346.The modeled gravity was interpolated from observed gravity values.
 HZ1346
 HZ1346;                    North         East    Units  Estimated Accuracy
 HZ1346;SPC IN E     -   337,400.       80,830.      MT  (+/- 180 meters Scaled)
 HZ1346
 HZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH974382(NAD 83)
 HZ1346
 HZ1346                          SUPERSEDED SURVEY CONTROL
 HZ1346
 HZ1346  NGVD 29 (??/??/92)  179.487  (m)          588.87   (f) ADJ UNCH    1 2
 HZ1346
 HZ1346.Superseded values are not recommended for survey control.
 HZ1346
 HZ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1346.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1346
 HZ1346_MARKER: DB = BENCH MARK DISK
 HZ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1346_STAMPING: M 313 1965
 HZ1346_MARK LOGO: CGS
 HZ1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1346+STABILITY: SURFACE MOTION
 HZ1346
 HZ1346  HISTORY     - Date     Condition        Report By
 HZ1346  HISTORY     - 1965     MONUMENTED       CGS
 HZ1346
 HZ1346                          STATION DESCRIPTION
 HZ1346
 HZ1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1346'3.9 MI W FROM NEW ALBANY.
 HZ1346'ABOUT 3.9 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 HZ1346'AT NEW ALBANY, IN SECTION 6, T 3 S, R 6 E, 112 1/2 FEET NORTH OF
 HZ1346'THE CENTER LINE OF U.S. HIGHWAY 460, 17 FEET WEST OF THE CENTER
 HZ1346'LINE OF A GRAVELED ROAD, 26 1/2 FEET SOUTH OF THE SOUTH RAIL,
 HZ1346'58 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 HZ1346'ABOUT 6 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A
 HZ1346'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0874 ***********************************************************************
 JA0874  DESIGNATION -  M 314
 JA0874  PID         -  JA0874
 JA0874  STATE/COUNTY-  IN/KNOX
 JA0874  COUNTRY     -  US
 JA0874  USGS QUAD   -  FRITCHTON (2019)
 JA0874
 JA0874                         *CURRENT SURVEY CONTROL
 JA0874  ______________________________________________________________________
 JA0874* NAD 83(1986) POSITION- 38 40 41.     (N) 087 23 22.     (W)   SCALED
 JA0874* NAVD 88 ORTHO HEIGHT -   145.507 (meters)      477.38  (feet) ADJUSTED
 JA0874  ______________________________________________________________________
 JA0874  GEOID HEIGHT    -        -31.979 (meters)                     GEOID18
 JA0874  DYNAMIC HEIGHT  -        145.416 (meters)      477.09  (feet) COMP
 JA0874  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JA0874
 JA0874  VERT ORDER      -  FIRST     CLASS II
 JA0874
 JA0874.The horizontal coordinates were scaled from a map and have
 JA0874.an estimated accuracy of +/- 6 seconds.
 JA0874
 JA0874.The orthometric height was determined by differential leveling and
 JA0874.adjusted by the NATIONAL GEODETIC SURVEY
 JA0874.in June 1991.
 JA0874
 JA0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0874.GEOID18 height accuracy estimate available here.
 JA0874
 JA0874.Click photographs - Photos may exist for this station.
 JA0874
 JA0874.The dynamic height is computed by dividing the NAVD 88
 JA0874.geopotential number by the normal gravity value computed on the
 JA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0874.degrees latitude (g = 980.6199 gals.).
 JA0874
 JA0874.The modeled gravity was interpolated from observed gravity values.
 JA0874
 JA0874;                    North         East    Units  Estimated Accuracy
 JA0874;SPC IN W     -   380,800.      873,360.      MT  (+/- 180 meters Scaled)
 JA0874
 JA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH661811(NAD 83)
 JA0874
 JA0874                          SUPERSEDED SURVEY CONTROL
 JA0874
 JA0874  NGVD 29 (??/??/92)  145.634  (m)          477.80   (f) ADJ UNCH    1 2
 JA0874
 JA0874.Superseded values are not recommended for survey control.
 JA0874
 JA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0874.See file dsdata.pdf to determine how the superseded data were derived.
 JA0874
 JA0874_MARKER: DB = BENCH MARK DISK
 JA0874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0874_STAMPING: M 314 1965
 JA0874_MARK LOGO: CGS
 JA0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0874
 JA0874  HISTORY     - Date     Condition        Report By
 JA0874  HISTORY     - 1965     MONUMENTED       CGS
 JA0874  HISTORY     - 1986     GOOD             NGS
 JA0874
 JA0874                          STATION DESCRIPTION
 JA0874
 JA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0874'4.8 MI W FROM WHEATLAND.
 JA0874'ABOUT 4.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0874'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0874'IN FRACTIONAL SECTION 54, T 3 N, R 9 W, 8 RAILS WEST OF A
 JA0874'CROSSING OF THE RAILROAD AND A ROAD, 36 FEET SOUTH OF THE SOUTH
 JA0874'RAIL, AT THE EAST END OF A SHALLOW CUT, 98 FEET NORTHWEST AND
 JA0874'ACROSS U.S. HIGHWAY 50 FROM A 3-FORKED ELM TREE, 55 FEET NORTH
 JA0874'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF A TELEPHONE
 JA0874'POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 JA0874'BELOW THE LEVEL OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL
 JA0874'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0874'IS DRIVEN TO A DEPTH OF 32 FEET AND IN ENCASED IN A 5-INCH
 JA0874'CAST IRON PIPE WHICH PROJECTS 5 INCHES.
 JA0874
 JA0874                          STATION RECOVERY (1986)
 JA0874
 JA0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0874'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0874'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0874'DELETE--8 RAILS WEST OF A CROSSING OF THE RAILROAD AND A ROAD.
 JA0874'ADD--96.0 M (315.0 FT) WEST OF THE CENTER OF A PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1085 ***********************************************************************
 JA1085  DESIGNATION -  M 315
 JA1085  PID         -  JA1085
 JA1085  STATE/COUNTY-  IN/PIKE
 JA1085  COUNTRY     -  US
 JA1085  USGS QUAD   -  PETERSBURG (2019)
 JA1085
 JA1085                         *CURRENT SURVEY CONTROL
 JA1085  ______________________________________________________________________
 JA1085* NAD 83(1986) POSITION- 38 28 37.     (N) 087 17 05.     (W)   SCALED
 JA1085* NAVD 88 ORTHO HEIGHT -   131.373 (meters)      431.01  (feet) ADJUSTED
 JA1085  ______________________________________________________________________
 JA1085  GEOID HEIGHT    -        -31.990 (meters)                     GEOID18
 JA1085  DYNAMIC HEIGHT  -        131.288 (meters)      430.73  (feet) COMP
 JA1085  MODELED GRAVITY -    979,976.6   (mgal)                       NAVD 88
 JA1085
 JA1085  VERT ORDER      -  FIRST     CLASS II
 JA1085
 JA1085.The horizontal coordinates were scaled from a map and have
 JA1085.an estimated accuracy of +/- 6 seconds.
 JA1085
 JA1085.The orthometric height was determined by differential leveling and
 JA1085.adjusted by the NATIONAL GEODETIC SURVEY
 JA1085.in June 1991.
 JA1085
 JA1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1085.GEOID18 height accuracy estimate available here.
 JA1085
 JA1085.Click photographs - Photos may exist for this station.
 JA1085
 JA1085.The dynamic height is computed by dividing the NAVD 88
 JA1085.geopotential number by the normal gravity value computed on the
 JA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1085.degrees latitude (g = 980.6199 gals.).
 JA1085
 JA1085.The modeled gravity was interpolated from observed gravity values.
 JA1085
 JA1085;                    North         East    Units  Estimated Accuracy
 JA1085;SPC IN W     -   358,450.      882,430.      MT  (+/- 180 meters Scaled)
 JA1085
 JA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH751587(NAD 83)
 JA1085
 JA1085                          SUPERSEDED SURVEY CONTROL
 JA1085
 JA1085  NGVD 29 (??/??/92)  131.510  (m)          431.46   (f) ADJ UNCH    1 2
 JA1085
 JA1085.Superseded values are not recommended for survey control.
 JA1085
 JA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1085.See file dsdata.pdf to determine how the superseded data were derived.
 JA1085
 JA1085_MARKER: DB = BENCH MARK DISK
 JA1085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1085_STAMPING: M 315 1965
 JA1085_MARK LOGO: CGS
 JA1085_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1085
 JA1085  HISTORY     - Date     Condition        Report By
 JA1085  HISTORY     - 1965     MONUMENTED       CGS
 JA1085  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1085
 JA1085                          STATION DESCRIPTION
 JA1085
 JA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1085'1.3 MI SW FROM PETERSBURG.
 JA1085'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1085'COUNTY COURTHOUSE AT PETERSBURG, THENCE 0.7 MILE SOUTH ALONG THE
 JA1085'NEW YORK CENTRAL RAILROAD, ABOUT 0.15 MILE SOUTH OF A RAILROAD
 JA1085'YARD OFFICE BUILDING, ABOUT 0.35 MILE NORTH OF MILEPOST 96, 148
 JA1085'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 68 FEET SOUTH OF A
 JA1085'TELEPHONE POLE, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA1085'SMALL TOOL SHED, 13 FEET WEST OF THE WEST RAIL OF THE MOST
 JA1085'WESTERLY SIDE TRACK, 3.7 FEET NORTH OF AN ELM TREE, 1 FOOT EAST
 JA1085'OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 JA1085'LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JA1085'ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A
 JA1085'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA1085
 JA1085                          STATION RECOVERY (1985)
 JA1085
 JA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1049 ***********************************************************************
 JA1049  DESIGNATION -  M 316
 JA1049  PID         -  JA1049
 JA1049  STATE/COUNTY-  IN/WARRICK
 JA1049  COUNTRY     -  US
 JA1049  USGS QUAD   -  ELBERFELD (2019)
 JA1049
 JA1049                         *CURRENT SURVEY CONTROL
 JA1049  ______________________________________________________________________
 JA1049* NAD 83(1986) POSITION- 38 10 20.     (N) 087 26 14.     (W)   SCALED
 JA1049* NAVD 88 ORTHO HEIGHT -   131.995 (meters)      433.05  (feet) ADJUSTED
 JA1049  ______________________________________________________________________
 JA1049  GEOID HEIGHT    -        -31.421 (meters)                     GEOID18
 JA1049  DYNAMIC HEIGHT  -        131.906 (meters)      432.76  (feet) COMP
 JA1049  MODELED GRAVITY -    979,952.1   (mgal)                       NAVD 88
 JA1049
 JA1049  VERT ORDER      -  FIRST     CLASS II
 JA1049
 JA1049.The horizontal coordinates were scaled from a map and have
 JA1049.an estimated accuracy of +/- 6 seconds.
 JA1049
 JA1049.The orthometric height was determined by differential leveling and
 JA1049.adjusted by the NATIONAL GEODETIC SURVEY
 JA1049.in June 1991.
 JA1049
 JA1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1049.GEOID18 height accuracy estimate available here.
 JA1049
 JA1049.Click photographs - Photos may exist for this station.
 JA1049
 JA1049.The dynamic height is computed by dividing the NAVD 88
 JA1049.geopotential number by the normal gravity value computed on the
 JA1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1049.degrees latitude (g = 980.6199 gals.).
 JA1049
 JA1049.The modeled gravity was interpolated from observed gravity values.
 JA1049
 JA1049;                    North         East    Units  Estimated Accuracy
 JA1049;SPC IN W     -   324,670.      868,990.      MT  (+/- 180 meters Scaled)
 JA1049
 JA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH617250(NAD 83)
 JA1049
 JA1049                          SUPERSEDED SURVEY CONTROL
 JA1049
 JA1049  NGVD 29 (??/??/92)  132.113  (m)          433.44   (f) ADJ UNCH    1 2
 JA1049
 JA1049.Superseded values are not recommended for survey control.
 JA1049
 JA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1049.See file dsdata.pdf to determine how the superseded data were derived.
 JA1049
 JA1049_MARKER: DB = BENCH MARK DISK
 JA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1049_STAMPING: M 316 1965
 JA1049_MARK LOGO: CGS
 JA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1049+STABILITY: SURFACE MOTION
 JA1049
 JA1049  HISTORY     - Date     Condition        Report By
 JA1049  HISTORY     - 1965     MONUMENTED       CGS
 JA1049  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1049
 JA1049                          STATION DESCRIPTION
 JA1049
 JA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1049'1.1 MI NE FROM ELBERFELD.
 JA1049'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 JA1049'AT ELBERFELD, THENCE 1.0 MILE NORTHEAST ALONG THE NEW YORK
 JA1049'CENTRAL RAILROAD, IN SECTION 7, T 4 S, R 9 W, 4 TELEPHONE POLES
 JA1049'NORTHEAST OF MILEPOST 119, 151 FEET SOUTH OF THE CENTER LINE OF
 JA1049'A DIRT ROAD, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 JA1049'NORTHEAST OF TELEPHONE POLE L 18, 22 FEET NORTHEAST OF A 22-INCH
 JA1049'OAK TREE, 1 1/2 FEET NORTHWEST OF A FENCE, 2.2 FEET SOUTH OF A
 JA1049'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 JA1049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1049
 JA1049                          STATION RECOVERY (1985)
 JA1049
 JA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0607 ***********************************************************************
 JA0607  DESIGNATION -  M 317
 JA0607  PID         -  JA0607
 JA0607  STATE/COUNTY-  IN/SPENCER
 JA0607  COUNTRY     -  US
 JA0607  USGS QUAD   -  DALE (2019)
 JA0607
 JA0607                         *CURRENT SURVEY CONTROL
 JA0607  ______________________________________________________________________
 JA0607* NAD 83(1997) POSITION- 38 09 58.52123(N) 086 58 17.67578(W)   ADJUSTED
 JA0607* NAD 83(1997) ELLIP HT-    96.973 (meters)        (05/25/99)   ADJUSTED
 JA0607* NAVD 88 ORTHO HEIGHT -   128.879 (meters)      422.83  (feet) ADJUSTED
 JA0607  ______________________________________________________________________
 JA0607  GEOID HEIGHT    -        -31.952 (meters)                     GEOID18
 JA0607  NAD 83(1997) X  -    265,272.716 (meters)                     COMP
 JA0607  NAD 83(1997) Y  - -5,014,110.760 (meters)                     COMP
 JA0607  NAD 83(1997) Z  -  3,920,029.402 (meters)                     COMP
 JA0607  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 JA0607  DYNAMIC HEIGHT  -        128.792 (meters)      422.55  (feet) COMP
 JA0607  MODELED GRAVITY -    979,954.5   (mgal)                       NAVD 88
 JA0607
 JA0607  HORZ ORDER      -  THIRD
 JA0607  VERT ORDER      -  FIRST     CLASS II
 JA0607  ELLP ORDER      -  FOURTH    CLASS I
 JA0607
 JA0607.The horizontal coordinates were established by GPS observations
 JA0607.and adjusted by the National Geodetic Survey in May 1999.
 JA0607
 JA0607.The orthometric height was determined by differential leveling and
 JA0607.adjusted by the NATIONAL GEODETIC SURVEY
 JA0607.in June 1991.
 JA0607
 JA0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0607.GEOID18 height accuracy estimate available here.
 JA0607
 JA0607.Click photographs - Photos may exist for this station.
 JA0607
 JA0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0607
 JA0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0607
 JA0607.The ellipsoidal height was determined by GPS observations
 JA0607.and is referenced to NAD 83.
 JA0607
 JA0607.The dynamic height is computed by dividing the NAVD 88
 JA0607.geopotential number by the normal gravity value computed on the
 JA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0607.degrees latitude (g = 980.6199 gals.).
 JA0607
 JA0607.The modeled gravity was interpolated from observed gravity values.
 JA0607
 JA0607. The following values were computed from the NAD 83(1997) position.
 JA0607
 JA0607;                    North         East     Units Scale Factor Converg.
 JA0607;SPC IN W     -   323,953.394   909,793.342   MT  0.99996785   +0 04 08.6
 JA0607;SPC IN W     - 1,062,837.09  2,984,880.32   sFT  0.99996785   +0 04 08.6
 JA0607;UTM  16      - 4,224,262.100   502,489.854   MT  0.99960008   +0 01 03.2
 JA0607
 JA0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0607!SPC IN W     -   0.99998478  x   0.99996785  =   0.99995263
 JA0607!UTM  16      -   0.99998478  x   0.99960008  =   0.99958487
 JA0607
 JA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0248924262(NAD 83)
 JA0607
 JA0607                          SUPERSEDED SURVEY CONTROL
 JA0607
 JA0607  NAD 83(1993)-  38 09 58.52671(N)    086 58 17.67610(W) AD(       ) 3
 JA0607  NAD 83(1986)-  38 09 58.52923(N)    086 58 17.67577(W) AD(       ) 3
 JA0607  NAD 27      -  38 09 58.32975(N)    086 58 17.68857(W) AD(       ) 3
 JA0607  NGVD 29 (??/??/92)  128.983  (m)          423.17   (f) ADJ UNCH    1 2
 JA0607  NGVD 29 (02/23/89)  129.     (m)  RAPSU86  model used  GPS OBS        
 JA0607
 JA0607.Superseded values are not recommended for survey control.
 JA0607
 JA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0607.See file dsdata.pdf to determine how the superseded data were derived.
 JA0607
 JA0607_MARKER: DB = BENCH MARK DISK
 JA0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0607_STAMPING: M 317 1965
 JA0607_MARK LOGO: CGS
 JA0607_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0607+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 JA0607_ROD/PIPE-DEPTH: 6.2 meters
 JA0607
 JA0607  HISTORY     - Date     Condition        Report By
 JA0607  HISTORY     - 1965     MONUMENTED       CGS
 JA0607  HISTORY     - 19880510 GOOD             NGS
 JA0607  HISTORY     - 20030610 GOOD             INDIV
 JA0607  HISTORY     - 20100831 GOOD             GEOCAC
 JA0607
 JA0607                          STATION DESCRIPTION
 JA0607
 JA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0607'1 MI E FROM DALE.
 JA0607'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0607'FROM THE POST OFFICE AT DALE, IN SECTION 16, T 4 S, R 5 W, 196
 JA0607'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE HIGHWAYS AND
 JA0607'THE SOUTHERN RAILROAD, 215 FEET WEST OF THE SOUTHWEST CORNER OF
 JA0607'THE WILLIAMSON GAS COMPANY BUILDING, 107 FEET NORTH OF THE CENTER
 JA0607'LINE OF THE HIGHWAY, 88 FEET EAST OF THE EAST RAIL OF THE MAIN
 JA0607'TRACK, 1 1/2 FEET NORTH OF A PIPE FENCE CORNER, 1 FOOT WEST OF
 JA0607'A WIRE FENCE, ABOUT LEVEL WITH THE HIGHWAY, SET ON THE TOP OF A
 JA0607'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 1/2
 JA0607'FEET AND ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
 JA0607
 JA0607                          STATION RECOVERY (1988)
 JA0607
 JA0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JA0607'THE STATION IS LOCATED IN DALE AT THE LIN GAS PROPANE COMPANY.
 JA0607'OWNERSHIP--LIN GAS COMPANY, DALE, IN 00000, PHONE 812-937-2137.
 JA0607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 62 IN
 JA0607'DALE, GO EAST ON STATE HIGHWAY 62 FOR 1.6 KM (1.00 MI) TO THE PROPANE
 JA0607'GAS COMPANY ON THE LEFT AND THE STATION BY A CHAINLINK FENCE AND
 JA0607'AMONG SOME PROPANE GAS TANKS.
 JA0607'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---M 317
 JA0607'1965---, CRIMPED TO THE TOP OF A COPPER COATED ROD AND ENCASED IN A
 JA0607'5-INCH CAST IRON PIPE PROJECTING 5 CM ABOVE THE GROUND SURFACE.
 JA0607'LOCATED 65.5 M (214.9 FT) WEST FROM SOUTHWEST CORNER OF GAS COMPANY
 JA0607'BUILDING, 59.7 M (195.9 FT) NORTHEAST FROM CENTER OF JUNCTION OF
 JA0607'HIGHWAY AND RAILROAD TRACKS, 32.6 M (107.0 FT) NORTH FROM CENTER OF
 JA0607'STATE HIGHWAY 62, 26.8 M (87.9 FT) EAST FROM EAST RAIL OF TRACKS, 0.5
 JA0607'M (1.6 FT) NORTH OF FENCE CORNER AND 0.3 M (1.0 FT) WEST FROM THE
 JA0607'FENCE.  THIS STATION IS NOT VERY SUITABLE FOR GPS BECAUSE OF
 JA0607'CLOSENESS OF FENCE.  HARD TO SET UP TRIPOD AND ANTENNA.
 JA0607'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA0607'DESCRIBED BY D.A. BOWLING.
 JA0607
 JA0607                          STATION RECOVERY (2003)
 JA0607
 JA0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAF)
 JA0607'RECOVERED AS DESCRIBED, CAN BE SETUP ON WITH SMALL TRIPOD OR GPS ROD.
 JA0607'PROPANE TANKS POSE CONSIDERABLE MULTIPATH.
 JA0607
 JA0607                          STATION RECOVERY (2010)
 JA0607
 JA0607'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA0607'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0702 ***********************************************************************
 HA0702  DESIGNATION -  M 318
 HA0702  PID         -  HA0702
 HA0702  STATE/COUNTY-  IN/SPENCER
 HA0702  COUNTRY     -  US
 HA0702  USGS QUAD   -  ROCKPORT (2019)
 HA0702
 HA0702                         *CURRENT SURVEY CONTROL
 HA0702  ______________________________________________________________________
 HA0702* NAD 83(1986) POSITION- 37 55 20.     (N) 087 00 33.     (W)   SCALED
 HA0702* NAVD 88 ORTHO HEIGHT -   120.134 (meters)      394.14  (feet) ADJUSTED
 HA0702  ______________________________________________________________________
 HA0702  GEOID HEIGHT    -        -31.278 (meters)                     GEOID18
 HA0702  DYNAMIC HEIGHT  -        120.053 (meters)      393.87  (feet) COMP
 HA0702  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 HA0702
 HA0702  VERT ORDER      -  FIRST     CLASS II
 HA0702
 HA0702.The horizontal coordinates were scaled from a map and have
 HA0702.an estimated accuracy of +/- 6 seconds.
 HA0702
 HA0702.The orthometric height was determined by differential leveling and
 HA0702.adjusted by the NATIONAL GEODETIC SURVEY
 HA0702.in June 1991.
 HA0702
 HA0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0702.GEOID18 height accuracy estimate available here.
 HA0702
 HA0702.Click photographs - Photos may exist for this station.
 HA0702
 HA0702.The dynamic height is computed by dividing the NAVD 88
 HA0702.geopotential number by the normal gravity value computed on the
 HA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0702.degrees latitude (g = 980.6199 gals.).
 HA0702
 HA0702.The modeled gravity was interpolated from observed gravity values.
 HA0702
 HA0702;                    North         East    Units  Estimated Accuracy
 HA0702;SPC IN W     -   296,860.      906,520.      MT  (+/- 180 meters Scaled)
 HA0702
 HA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG991971(NAD 83)
 HA0702
 HA0702                          SUPERSEDED SURVEY CONTROL
 HA0702
 HA0702  NGVD 29 (??/??/92)  120.241  (m)          394.49   (f) ADJ UNCH    1 2
 HA0702
 HA0702.Superseded values are not recommended for survey control.
 HA0702
 HA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0702.See file dsdata.pdf to determine how the superseded data were derived.
 HA0702
 HA0702_MARKER: DB = BENCH MARK DISK
 HA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0702_STAMPING: M 318 1965
 HA0702_MARK LOGO: CGS
 HA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0702+STABILITY: SURFACE MOTION
 HA0702
 HA0702  HISTORY     - Date     Condition        Report By
 HA0702  HISTORY     - 1965     MONUMENTED       CGS
 HA0702  HISTORY     - 20221220 MARK NOT FOUND   INDOT
 HA0702
 HA0702                          STATION DESCRIPTION
 HA0702
 HA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0702'1.6 MI W FROM GRANDVIEW.
 HA0702'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0702'AT GRANDVIEW, IN SECTION 7, T 7 S, R 5 W, 0.1 MILE WEST OF THE
 HA0702'JUNCTION WITH AN ASPHALT ROAD LEADING NORTH, 42 FEET SOUTH OF THE
 HA0702'CENTER LINE OF THE HIGHWAY, 20 FEET EAST-SOUTHEAST OF A TELEPHONE
 HA0702'POLE, 2.3 FEET SOUTH OF A METAL WITNESS POST, 1 1/2 FEET ABOVE
 HA0702'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST.
 HA0702
 HA0702                          STATION RECOVERY (2022)
 HA0702
 HA0702'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0702'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0795 ***********************************************************************
 HZ0795  DESIGNATION -  M 319
 HZ0795  PID         -  HZ0795
 HZ0795  STATE/COUNTY-  IN/SWITZERLAND
 HZ0795  COUNTRY     -  US
 HZ0795  USGS QUAD   -  PATRIOT (2019)
 HZ0795
 HZ0795                         *CURRENT SURVEY CONTROL
 HZ0795  ______________________________________________________________________
 HZ0795* NAD 83(1986) POSITION- 38 52 22.     (N) 084 47 29.     (W)   SCALED
 HZ0795* NAVD 88 ORTHO HEIGHT -   156.491 (meters)      513.42  (feet) ADJUSTED
 HZ0795  ______________________________________________________________________
 HZ0795  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 HZ0795  DYNAMIC HEIGHT  -        156.392 (meters)      513.10  (feet) COMP
 HZ0795  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 HZ0795
 HZ0795  VERT ORDER      -  FIRST     CLASS II
 HZ0795
 HZ0795.The horizontal coordinates were scaled from a map and have
 HZ0795.an estimated accuracy of +/- 6 seconds.
 HZ0795
 HZ0795.The orthometric height was determined by differential leveling and
 HZ0795.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0795.in June 1991.
 HZ0795
 HZ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0795.GEOID18 height accuracy estimate available here.
 HZ0795
 HZ0795.Click photographs - Photos may exist for this station.
 HZ0795
 HZ0795.The dynamic height is computed by dividing the NAVD 88
 HZ0795.geopotential number by the normal gravity value computed on the
 HZ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0795.degrees latitude (g = 980.6199 gals.).
 HZ0795
 HZ0795.The modeled gravity was interpolated from observed gravity values.
 HZ0795
 HZ0795;                    North         East    Units  Estimated Accuracy
 HZ0795;SPC IN E     -   402,740.      175,960.      MT  (+/- 180 meters Scaled)
 HZ0795
 HZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ915049(NAD 83)
 HZ0795
 HZ0795                          SUPERSEDED SURVEY CONTROL
 HZ0795
 HZ0795  NGVD 29 (??/??/92)  156.689  (m)          514.07   (f) ADJ UNCH    1 2
 HZ0795
 HZ0795.Superseded values are not recommended for survey control.
 HZ0795
 HZ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0795.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0795
 HZ0795_MARKER: DB = BENCH MARK DISK
 HZ0795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ0795_STAMPING: M 319 1965
 HZ0795_MARK LOGO: CGS
 HZ0795_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0795
 HZ0795  HISTORY     - Date     Condition        Report By
 HZ0795  HISTORY     - 1965     MONUMENTED       CGS
 HZ0795
 HZ0795                          STATION DESCRIPTION
 HZ0795
 HZ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0795'2.9 MI NE FROM PATRIOT.
 HZ0795'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0795'OFFICE AT PATRIOT, IN SECTION 32, T 2 N, R 1 E, ON THE PROPERTY
 HZ0795'OF MR. WAREN JONES, 67 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HZ0795'20 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BARN,
 HZ0795'44 FEET EAST OF A NORTH-SOUTH FENCE, 1.0 FEET SOUTH OF AN EAST-WEST
 HZ0795'FENCE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 HZ0795'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 HZ0795'COATED ROD THAT IS DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED
 HZ0795'IN A 5-INCH CAST IRON PIPE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0750 ***********************************************************************
 LB0750  DESIGNATION -  M 32
 LB0750  PID         -  LB0750
 LB0750  STATE/COUNTY-  IN/CLINTON
 LB0750  COUNTRY     -  US
 LB0750  USGS QUAD   -  COLFAX (2019)
 LB0750
 LB0750                         *CURRENT SURVEY CONTROL
 LB0750  ______________________________________________________________________
 LB0750* NAD 83(1986) POSITION- 40 12 58.     (N) 086 37 41.     (W)   SCALED
 LB0750* NAVD 88 ORTHO HEIGHT -   260.068 (meters)      853.24  (feet) ADJUSTED
 LB0750  ______________________________________________________________________
 LB0750  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 LB0750  DYNAMIC HEIGHT  -        259.930 (meters)      852.79  (feet) COMP
 LB0750  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LB0750
 LB0750  VERT ORDER      -  SECOND    CLASS 0
 LB0750
 LB0750.The horizontal coordinates were scaled from a map and have
 LB0750.an estimated accuracy of +/- 6 seconds.
 LB0750
 LB0750.The orthometric height was determined by differential leveling and
 LB0750.adjusted by the NATIONAL GEODETIC SURVEY
 LB0750.in June 1991.
 LB0750
 LB0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0750.GEOID18 height accuracy estimate available here.
 LB0750
 LB0750.Click photographs - Photos may exist for this station.
 LB0750
 LB0750.The dynamic height is computed by dividing the NAVD 88
 LB0750.geopotential number by the normal gravity value computed on the
 LB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0750.degrees latitude (g = 980.6199 gals.).
 LB0750
 LB0750.The modeled gravity was interpolated from observed gravity values.
 LB0750
 LB0750;                    North         East    Units  Estimated Accuracy
 LB0750;SPC IN W     -   551,610.      938,750.      MT  (+/- 180 meters Scaled)
 LB0750
 LB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316518(NAD 83)
 LB0750
 LB0750                          SUPERSEDED SURVEY CONTROL
 LB0750
 LB0750  NGVD 29 (??/??/92)  260.165  (m)          853.56   (f) ADJ UNCH    2 0
 LB0750
 LB0750.Superseded values are not recommended for survey control.
 LB0750
 LB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0750.See file dsdata.pdf to determine how the superseded data were derived.
 LB0750
 LB0750_MARKER: DB = BENCH MARK DISK
 LB0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0750_STAMPING: M 32 1934
 LB0750_MARK LOGO: CGS
 LB0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0750+STABILITY: SURFACE MOTION
 LB0750
 LB0750  HISTORY     - Date     Condition        Report By
 LB0750  HISTORY     - 1934     MONUMENTED       CGS
 LB0750  HISTORY     - 20221005 MARK NOT FOUND   INDOT
 LB0750
 LB0750                          STATION DESCRIPTION
 LB0750
 LB0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0750'2.5 MI NE FROM COLFAX.
 LB0750'2.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0750'STATION AT COLFAX, CLINTON COUNTY, 0.1 MILE NORTHEAST OF MILEPOST
 LB0750'71, 0.1 MILE NORTH OF THE M.A. WILLIAMS HOME, 4 RAILS SOUTHWEST
 LB0750'OF CONCRETE CULVERT 71+13, 16 YARDS NORTHWEST OF A LONE 28-INCH OAK
 LB0750'TREE, IN THE EAST ANGLE OF A FARM-ROAD CROSSING, 8 YARDS SOUTHEAST
 LB0750'OF THE SOUTHEAST RAIL, 5 YARDS NORTHEAST OF THE CENTERLINE OF THE
 LB0750'ROAD, AND LEVEL WITH THE TRACKS.  A STANDARD DISK, STAMPED M 32
 LB0750'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LB0750
 LB0750                          STATION RECOVERY (2022)
 LB0750
 LB0750'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1043 ***********************************************************************
 HZ1043  DESIGNATION -  M 320
 HZ1043  PID         -  HZ1043
 HZ1043  STATE/COUNTY-  IN/JEFFERSON
 HZ1043  COUNTRY     -  US
 HZ1043  USGS QUAD   -  CARROLLTON (2019)
 HZ1043
 HZ1043                         *CURRENT SURVEY CONTROL
 HZ1043  ______________________________________________________________________
 HZ1043* NAD 83(1986) POSITION- 38 43 10.     (N) 085 13 27.     (W)   SCALED
 HZ1043* NAVD 88 ORTHO HEIGHT -   159.293 (meters)      522.61  (feet) ADJUSTED
 HZ1043  ______________________________________________________________________
 HZ1043  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 HZ1043  DYNAMIC HEIGHT  -        159.189 (meters)      522.27  (feet) COMP
 HZ1043  MODELED GRAVITY -    979,970.6   (mgal)                       NAVD 88
 HZ1043
 HZ1043  VERT ORDER      -  FIRST     CLASS II
 HZ1043
 HZ1043.The horizontal coordinates were scaled from a map and have
 HZ1043.an estimated accuracy of +/- 6 seconds.
 HZ1043
 HZ1043.The orthometric height was determined by differential leveling and
 HZ1043.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1043.in June 1991.
 HZ1043
 HZ1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1043.GEOID18 height accuracy estimate available here.
 HZ1043
 HZ1043.Click photographs - Photos may exist for this station.
 HZ1043
 HZ1043.The dynamic height is computed by dividing the NAVD 88
 HZ1043.geopotential number by the normal gravity value computed on the
 HZ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1043.degrees latitude (g = 980.6199 gals.).
 HZ1043
 HZ1043.The modeled gravity was interpolated from observed gravity values.
 HZ1043
 HZ1043;                    North         East    Units  Estimated Accuracy
 HZ1043;SPC IN E     -   385,450.      138,480.      MT  (+/- 180 meters Scaled)
 HZ1043
 HZ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH543871(NAD 83)
 HZ1043
 HZ1043                          SUPERSEDED SURVEY CONTROL
 HZ1043
 HZ1043  NGVD 29 (??/??/92)  159.467  (m)          523.18   (f) ADJ UNCH    1 2
 HZ1043
 HZ1043.Superseded values are not recommended for survey control.
 HZ1043
 HZ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1043.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1043
 HZ1043_MARKER: DB = BENCH MARK DISK
 HZ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1043_STAMPING: M 320 1965
 HZ1043_MARK LOGO: CGS
 HZ1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1043+STABILITY: SURFACE MOTION
 HZ1043
 HZ1043  HISTORY     - Date     Condition        Report By
 HZ1043  HISTORY     - 1965     MONUMENTED       CGS
 HZ1043
 HZ1043                          STATION DESCRIPTION
 HZ1043
 HZ1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1043'9 MI SE FROM MADISON.
 HZ1043'8.95 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1043'AT MADISON, IN SECTION 7, T 3 N, R 12 E, AT A SHARP CURVE
 HZ1043'IN THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HZ1043'29 FEET SOUTH OF THE CENTER OF A STEEL FRAME GATE, 31 FEET
 HZ1043'NORTHEAST OF TELEPHONE POLE 346, 3 FEET NORTHWEST OF A FENCE
 HZ1043'CORNER POST, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HZ1043'7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1043'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1584 ***********************************************************************
 HZ1584  DESIGNATION -  M 323
 HZ1584  PID         -  HZ1584
 HZ1584  STATE/COUNTY-  IN/HARRISON
 HZ1584  COUNTRY     -  US
 HZ1584  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1584
 HZ1584                         *CURRENT SURVEY CONTROL
 HZ1584  ______________________________________________________________________
 HZ1584* NAD 83(1986) POSITION- 38 07 25.     (N) 085 54 49.     (W)   SCALED
 HZ1584* NAVD 88 ORTHO HEIGHT -   131.175 (meters)      430.36  (feet) ADJUSTED
 HZ1584  ______________________________________________________________________
 HZ1584  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 HZ1584  DYNAMIC HEIGHT  -        131.085 (meters)      430.07  (feet) COMP
 HZ1584  MODELED GRAVITY -    979,943.8   (mgal)                       NAVD 88
 HZ1584
 HZ1584  VERT ORDER      -  FIRST     CLASS II
 HZ1584
 HZ1584.The horizontal coordinates were scaled from a map and have
 HZ1584.an estimated accuracy of +/- 6 seconds.
 HZ1584
 HZ1584.The orthometric height was determined by differential leveling and
 HZ1584.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1584.in June 1991.
 HZ1584
 HZ1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1584.GEOID18 height accuracy estimate available here.
 HZ1584
 HZ1584.Click photographs - Photos may exist for this station.
 HZ1584
 HZ1584.The dynamic height is computed by dividing the NAVD 88
 HZ1584.geopotential number by the normal gravity value computed on the
 HZ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1584.degrees latitude (g = 980.6199 gals.).
 HZ1584
 HZ1584.The modeled gravity was interpolated from observed gravity values.
 HZ1584
 HZ1584;                    North         East    Units  Estimated Accuracy
 HZ1584;SPC IN E     -   319,240.       78,350.      MT  (+/- 180 meters Scaled)
 HZ1584
 HZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH952200(NAD 83)
 HZ1584
 HZ1584                          SUPERSEDED SURVEY CONTROL
 HZ1584
 HZ1584  NGVD 29 (??/??/92)  131.308  (m)          430.80   (f) ADJ UNCH    1 2
 HZ1584
 HZ1584.Superseded values are not recommended for survey control.
 HZ1584
 HZ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1584.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1584
 HZ1584_MARKER: DB = BENCH MARK DISK
 HZ1584_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1584_STAMPING: M 323 1965
 HZ1584_MARK LOGO: CGS
 HZ1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1584+STABILITY: POSITION/ELEVATION WELL
 HZ1584
 HZ1584  HISTORY     - Date     Condition        Report By
 HZ1584  HISTORY     - 1965     MONUMENTED       CGS
 HZ1584
 HZ1584                          STATION DESCRIPTION
 HZ1584
 HZ1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1584'6.4 MI N FROM ROSEWOOD.
 HZ1584'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1584'METHODIST CHURCH AT ROSEWOOD, THENCE 6.05 MILES NORTH ALONG
 HZ1584'STATE HIGHWAY 111, IN SECTION 36, T 4 S, R 5 E, ABOUT 0.75 MILE
 HZ1584'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 111 AND 211, 42 FEET
 HZ1584'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 HZ1584'ROCK OUTCROP, 13 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED
 HZ1584'DRIVEWAY LEADING TO THE RESIDENCE OF MR. GLAZE, 48 FEET WEST
 HZ1584'OF A POWER POLE, 2.0 FEET SOUTHEAST OF A 16-INCH ELM TREE WHICH
 HZ1584'BEARS A WITNESS SHIELD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 HZ1584'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0469 ***********************************************************************
 JA0469  DESIGNATION -  M 324
 JA0469  PID         -  JA0469
 JA0469  STATE/COUNTY-  IN/HARRISON
 JA0469  COUNTRY     -  US
 JA0469  USGS QUAD   -  MAUCKPORT (2019)
 JA0469
 JA0469                         *CURRENT SURVEY CONTROL
 JA0469  ______________________________________________________________________
 JA0469* NAD 83(1986) POSITION- 38 02 34.     (N) 086 14 19.     (W)   SCALED
 JA0469* NAVD 88 ORTHO HEIGHT -   126.090 (meters)      413.68  (feet) ADJUSTED
 JA0469  ______________________________________________________________________
 JA0469  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 JA0469  DYNAMIC HEIGHT  -        126.001 (meters)      413.39  (feet) COMP
 JA0469  MODELED GRAVITY -    979,921.5   (mgal)                       NAVD 88
 JA0469
 JA0469  VERT ORDER      -  FIRST     CLASS II
 JA0469
 JA0469.The horizontal coordinates were scaled from a map and have
 JA0469.an estimated accuracy of +/- 6 seconds.
 JA0469
 JA0469.The orthometric height was determined by differential leveling and
 JA0469.adjusted by the NATIONAL GEODETIC SURVEY
 JA0469.in June 1991.
 JA0469
 JA0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0469.GEOID18 height accuracy estimate available here.
 JA0469
 JA0469.Click photographs - Photos may exist for this station.
 JA0469
 JA0469.The dynamic height is computed by dividing the NAVD 88
 JA0469.geopotential number by the normal gravity value computed on the
 JA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0469.degrees latitude (g = 980.6199 gals.).
 JA0469
 JA0469.The modeled gravity was interpolated from observed gravity values.
 JA0469
 JA0469;                    North         East    Units  Estimated Accuracy
 JA0469;SPC IN E     -   310,400.       49,800.      MT  (+/- 180 meters Scaled)
 JA0469
 JA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668108(NAD 83)
 JA0469
 JA0469                          SUPERSEDED SURVEY CONTROL
 JA0469
 JA0469  NGVD 29 (??/??/92)  126.202  (m)          414.05   (f) ADJ UNCH    1 2
 JA0469
 JA0469.Superseded values are not recommended for survey control.
 JA0469
 JA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0469.See file dsdata.pdf to determine how the superseded data were derived.
 JA0469
 JA0469_MARKER: DB = BENCH MARK DISK
 JA0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0469_SP_SET: BRIDGE
 JA0469_STAMPING: M 324 1965
 JA0469_MARK LOGO: CGS
 JA0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0469
 JA0469  HISTORY     - Date     Condition        Report By
 JA0469  HISTORY     - 1965     MONUMENTED       CGS
 JA0469
 JA0469                          STATION DESCRIPTION
 JA0469
 JA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0469'3.2 MI NW FROM MAUCKPORT.
 JA0469'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0469'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0469'ALONG OLD STATE HIGHWAY 135, THENCE 2.6 MILES NORTHWEST ALONG
 JA0469'THE RIVER ROAD WHICH IS GRAVELED, IN SECTION 30, T 5 S, R 3 E, 12
 JA0469'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 JA0469'OF THE NORTH END OF THE CONCRETE WING WALL AT THE NORTHEAST END
 JA0469'OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER HAUNTED HOLLOW, 6 FEET
 JA0469'NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST STEEL GUARDRAIL
 JA0469'OF THE BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1099 ***********************************************************************
 HA1099  DESIGNATION -  M 325
 HA1099  PID         -  HA1099
 HA1099  STATE/COUNTY-  IN/VANDERBURGH
 HA1099  COUNTRY     -  US
 HA1099  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1099
 HA1099                         *CURRENT SURVEY CONTROL
 HA1099  ______________________________________________________________________
 HA1099* NAD 83(1986) POSITION- 37 56 04.     (N) 087 40 05.     (W)   SCALED
 HA1099* NAVD 88 ORTHO HEIGHT -   148.520 (meters)      487.27  (feet) ADJUSTED
 HA1099  ______________________________________________________________________
 HA1099  GEOID HEIGHT    -        -30.850 (meters)                     GEOID18
 HA1099  DYNAMIC HEIGHT  -        148.417 (meters)      486.93  (feet) COMP
 HA1099  MODELED GRAVITY -    979,933.2   (mgal)                       NAVD 88
 HA1099
 HA1099  VERT ORDER      -  FIRST     CLASS II
 HA1099
 HA1099.The horizontal coordinates were scaled from a map and have
 HA1099.an estimated accuracy of +/- 6 seconds.
 HA1099
 HA1099.The orthometric height was determined by differential leveling and
 HA1099.adjusted by the NATIONAL GEODETIC SURVEY
 HA1099.in June 1991.
 HA1099
 HA1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1099.GEOID18 height accuracy estimate available here.
 HA1099
 HA1099.Click photographs - Photos may exist for this station.
 HA1099
 HA1099.The dynamic height is computed by dividing the NAVD 88
 HA1099.geopotential number by the normal gravity value computed on the
 HA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1099.degrees latitude (g = 980.6199 gals.).
 HA1099
 HA1099.The modeled gravity was interpolated from observed gravity values.
 HA1099
 HA1099;                    North         East    Units  Estimated Accuracy
 HA1099;SPC IN W     -   298,380.      848,600.      MT  (+/- 180 meters Scaled)
 HA1099
 HA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG412987(NAD 83)
 HA1099
 HA1099                          SUPERSEDED SURVEY CONTROL
 HA1099
 HA1099  NGVD 29 (??/??/92)  148.616  (m)          487.58   (f) ADJ UNCH    1 2
 HA1099
 HA1099.Superseded values are not recommended for survey control.
 HA1099
 HA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1099.See file dsdata.pdf to determine how the superseded data were derived.
 HA1099
 HA1099_MARKER: DB = BENCH MARK DISK
 HA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1099_STAMPING: M 325 1965
 HA1099_MARK LOGO: CGS
 HA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1099+STABILITY: SURFACE MOTION
 HA1099
 HA1099  HISTORY     - Date     Condition        Report By
 HA1099  HISTORY     - 1965     MONUMENTED       CGS
 HA1099
 HA1099                          STATION DESCRIPTION
 HA1099
 HA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1099'8.7 MI SW FROM EVANSVILLE.
 HA1099'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1099'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1099'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1099'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1099'SOUTH ALONG SOUTH BARKER AVENUE THENCE 0.3 MILE SOUTHWEST ALONG
 HA1099'BROADWAY, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE, THENCE
 HA1099'2.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD, THENCE 2.4 MILES
 HA1099'NORTHWEST ALONG BAYOU CREEK ROAD, IN SECTION 8, T 7 S, R 11 W,
 HA1099'32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET
 HA1099'SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 9 FEET SOUTH OF A
 HA1099'16-INCH OAK TREE, 11 FEET SOUTHWEST OF A METAL WITNESS POST,
 HA1099'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 HA1099'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0719 ***********************************************************************
 HA0719  DESIGNATION -  M 326
 HA0719  PID         -  HA0719
 HA0719  STATE/COUNTY-  IN/WARRICK
 HA0719  COUNTRY     -  US
 HA0719  USGS QUAD   -  YANKEETOWN (2019)
 HA0719
 HA0719                         *CURRENT SURVEY CONTROL
 HA0719  ______________________________________________________________________
 HA0719* NAD 83(1986) POSITION- 37 55 59.     (N) 087 20 24.     (W)   SCALED
 HA0719* NAVD 88 ORTHO HEIGHT -   120.574 (meters)      395.58  (feet) ADJUSTED
 HA0719  ______________________________________________________________________
 HA0719  GEOID HEIGHT    -        -31.089 (meters)                     GEOID18
 HA0719  DYNAMIC HEIGHT  -        120.491 (meters)      395.31  (feet) COMP
 HA0719  MODELED GRAVITY -    979,939.5   (mgal)                       NAVD 88
 HA0719
 HA0719  VERT ORDER      -  FIRST     CLASS II
 HA0719
 HA0719.The horizontal coordinates were scaled from a map and have
 HA0719.an estimated accuracy of +/- 6 seconds.
 HA0719
 HA0719.The orthometric height was determined by differential leveling and
 HA0719.adjusted by the NATIONAL GEODETIC SURVEY
 HA0719.in June 1991.
 HA0719
 HA0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0719.GEOID18 height accuracy estimate available here.
 HA0719
 HA0719.Click photographs - Photos may exist for this station.
 HA0719
 HA0719.The dynamic height is computed by dividing the NAVD 88
 HA0719.geopotential number by the normal gravity value computed on the
 HA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0719.degrees latitude (g = 980.6199 gals.).
 HA0719
 HA0719.The modeled gravity was interpolated from observed gravity values.
 HA0719
 HA0719;                    North         East    Units  Estimated Accuracy
 HA0719;SPC IN W     -   298,100.      877,440.      MT  (+/- 180 meters Scaled)
 HA0719
 HA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG701984(NAD 83)
 HA0719
 HA0719                          SUPERSEDED SURVEY CONTROL
 HA0719
 HA0719  NGVD 29 (??/??/92)  120.663  (m)          395.88   (f) ADJ UNCH    1 2
 HA0719
 HA0719.Superseded values are not recommended for survey control.
 HA0719
 HA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0719.See file dsdata.pdf to determine how the superseded data were derived.
 HA0719
 HA0719_MARKER: DB = BENCH MARK DISK
 HA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0719_STAMPING: M 326 1965
 HA0719_MARK LOGO: CGS
 HA0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0719+STABILITY: SURFACE MOTION
 HA0719
 HA0719  HISTORY     - Date     Condition        Report By
 HA0719  HISTORY     - 1965     MONUMENTED       CGS
 HA0719
 HA0719                          STATION DESCRIPTION
 HA0719
 HA0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0719'3 MI NW FROM YANKEETOWN.
 HA0719'ABOUT 1.55 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0719'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.45 MILE NORTH
 HA0719'ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG NEW STATE HIGHWAY
 HA0719'66, OR ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 662 FROM THE LOCK
 HA0719'AND DAM NUMBER 47 AT NEWBURGH, THENCE 2.1 MILES EAST ALONG STATE
 HA0719'HIGHWAY 66, IN SECTION 8, T 7 S, R 8 W, ABOUT 0.15 MILE EAST
 HA0719'OF A CURVE IN THE HIGHWAY, NEAR THE SOUTHEAST CORNER OF A WOODED
 HA0719'AREA, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 1/2
 HA0719'FEET SOUTHEAST OF A LARGE 28-INCH GUM TREE WITH A TRIANGULAR
 HA0719'SHAPED BLAZE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 HA0719'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HA0719'OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0514 ***********************************************************************
 JA0514  DESIGNATION -  M 327
 JA0514  PID         -  JA0514
 JA0514  STATE/COUNTY-  IN/PERRY
 JA0514  COUNTRY     -  US
 JA0514  USGS QUAD   -  ALTON (2019)
 JA0514
 JA0514                         *CURRENT SURVEY CONTROL
 JA0514  ______________________________________________________________________
 JA0514* NAD 83(1986) POSITION- 38 03 53.     (N) 086 29 15.     (W)   SCALED
 JA0514* NAVD 88 ORTHO HEIGHT -   132.741 (meters)      435.50  (feet) ADJUSTED
 JA0514  ______________________________________________________________________
 JA0514  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 JA0514  DYNAMIC HEIGHT  -        132.646 (meters)      435.19  (feet) COMP
 JA0514  MODELED GRAVITY -    979,912.5   (mgal)                       NAVD 88
 JA0514
 JA0514  VERT ORDER      -  FIRST     CLASS II
 JA0514
 JA0514.The horizontal coordinates were scaled from a map and have
 JA0514.an estimated accuracy of +/- 6 seconds.
 JA0514
 JA0514.The orthometric height was determined by differential leveling and
 JA0514.adjusted by the NATIONAL GEODETIC SURVEY
 JA0514.in June 1991.
 JA0514
 JA0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0514.GEOID18 height accuracy estimate available here.
 JA0514
 JA0514.Click photographs - Photos may exist for this station.
 JA0514
 JA0514.The dynamic height is computed by dividing the NAVD 88
 JA0514.geopotential number by the normal gravity value computed on the
 JA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0514.degrees latitude (g = 980.6199 gals.).
 JA0514
 JA0514.The modeled gravity was interpolated from observed gravity values.
 JA0514
 JA0514;                    North         East    Units  Estimated Accuracy
 JA0514;SPC IN W     -   312,850.      952,290.      MT  (+/- 180 meters Scaled)
 JA0514
 JA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449131(NAD 83)
 JA0514
 JA0514                          SUPERSEDED SURVEY CONTROL
 JA0514
 JA0514  NGVD 29 (??/??/92)  132.844  (m)          435.84   (f) ADJ UNCH    1 2
 JA0514
 JA0514.Superseded values are not recommended for survey control.
 JA0514
 JA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0514.See file dsdata.pdf to determine how the superseded data were derived.
 JA0514
 JA0514_MARKER: DB = BENCH MARK DISK
 JA0514_SETTING: 66 = SET IN ROCK OUTCROP
 JA0514_STAMPING: M 327 1965
 JA0514_MARK LOGO: CGS
 JA0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0514+STABILITY: POSITION/ELEVATION WELL
 JA0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0514+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 JA0514
 JA0514  HISTORY     - Date     Condition        Report By
 JA0514  HISTORY     - 1965     MONUMENTED       CGS
 JA0514  HISTORY     - 20170218 GOOD             GEOCAC
 JA0514  HISTORY     - 20230801 GOOD             INDOT
 JA0514
 JA0514                          STATION DESCRIPTION
 JA0514
 JA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0514'4 MI NE FROM DERBY.
 JA0514'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0514'DERBY, THENCE 3.85 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0514'SECTION 23, T 5 S, R 1 W, ABOUT 0.35 MILE NORTH OF THE JUNCTION
 JA0514'OF THE HIGHWAY AND A ROAD, 14 FEET EAST OF THE CENTER LINE OF
 JA0514'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP ON THE EAST BANK OF
 JA0514'THE HIGHWAY, 154 FEET SOUTHEAST OF A POWER POLE, 13 FEET WEST OF
 JA0514'A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0514
 JA0514                          STATION RECOVERY (2017)
 JA0514
 JA0514'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0514'MARK RECOVERED IN GOOD CONDITION
 JA0514
 JA0514                          STATION RECOVERY (2023)
 JA0514
 JA0514'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0560 ***********************************************************************
 JA0560  DESIGNATION -  M 328
 JA0560  PID         -  JA0560
 JA0560  STATE/COUNTY-  IN/DUBOIS
 JA0560  COUNTRY     -  US
 JA0560  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0560
 JA0560                         *CURRENT SURVEY CONTROL
 JA0560  ______________________________________________________________________
 JA0560* NAD 83(1986) POSITION- 38 18 08.     (N) 086 47 47.     (W)   SCALED
 JA0560* NAVD 88 ORTHO HEIGHT -   152.342 (meters)      499.81  (feet) ADJUSTED
 JA0560  ______________________________________________________________________
 JA0560  GEOID HEIGHT    -        -32.578 (meters)                     GEOID18
 JA0560  DYNAMIC HEIGHT  -        152.237 (meters)      499.46  (feet) COMP
 JA0560  MODELED GRAVITY -    979,942.4   (mgal)                       NAVD 88
 JA0560
 JA0560  VERT ORDER      -  FIRST     CLASS II
 JA0560
 JA0560.The horizontal coordinates were scaled from a map and have
 JA0560.an estimated accuracy of +/- 6 seconds.
 JA0560
 JA0560.The orthometric height was determined by differential leveling and
 JA0560.adjusted by the NATIONAL GEODETIC SURVEY
 JA0560.in June 1991.
 JA0560
 JA0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0560.GEOID18 height accuracy estimate available here.
 JA0560
 JA0560.Click photographs - Photos may exist for this station.
 JA0560
 JA0560.The dynamic height is computed by dividing the NAVD 88
 JA0560.geopotential number by the normal gravity value computed on the
 JA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0560.degrees latitude (g = 980.6199 gals.).
 JA0560
 JA0560.The modeled gravity was interpolated from observed gravity values.
 JA0560
 JA0560;                    North         East    Units  Estimated Accuracy
 JA0560;SPC IN W     -   339,080.      925,100.      MT  (+/- 180 meters Scaled)
 JA0560
 JA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH178393(NAD 83)
 JA0560
 JA0560                          SUPERSEDED SURVEY CONTROL
 JA0560
 JA0560  NGVD 29 (??/??/92)  152.451  (m)          500.17   (f) ADJ UNCH    1 2
 JA0560
 JA0560.Superseded values are not recommended for survey control.
 JA0560
 JA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0560.See file dsdata.pdf to determine how the superseded data were derived.
 JA0560
 JA0560_MARKER: DB = BENCH MARK DISK
 JA0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0560_SP_SET: BRIDGE
 JA0560_STAMPING: M 328 1965
 JA0560_MARK LOGO: CGS
 JA0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0560+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 JA0560
 JA0560  HISTORY     - Date     Condition        Report By
 JA0560  HISTORY     - 1965     MONUMENTED       CGS
 JA0560  HISTORY     - 20130813 GOOD             GEOCAC
 JA0560
 JA0560                          STATION DESCRIPTION
 JA0560
 JA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0560'6.4 MI W FROM BIRDSEYE.
 JA0560'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0560'AT BIRDSEYE, IN SECTION 36, T 2 S, R 4 W, 5 1/2 FEET SOUTH OF
 JA0560'THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JA0560'ABUTMENT OF A CONCRETE BRIDGE, 16 1/2 FEET EAST OF THE CENTER OF
 JA0560'A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, ABOUT 1 FOOT BELOW
 JA0560'THE LEVEL OF THE TRACK.
 JA0560
 JA0560                          STATION RECOVERY (2013)
 JA0560
 JA0560'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0560'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0544 ***********************************************************************
 HA0544  DESIGNATION -  M 329
 HA0544  PID         -  HA0544
 HA0544  STATE/COUNTY-  IN/SPENCER
 HA0544  COUNTRY     -  US
 HA0544  USGS QUAD   -  TELL CITY (2019)
 HA0544
 HA0544                         *CURRENT SURVEY CONTROL
 HA0544  ______________________________________________________________________
 HA0544* NAD 83(1986) POSITION- 37 59 33.8    (N) 086 52 06.5    (W)   HD_HELD2
 HA0544* NAVD 88 ORTHO HEIGHT -   121.505 (meters)      398.64  (feet) ADJUSTED
 HA0544  ______________________________________________________________________
 HA0544  GEOID HEIGHT    -        -31.750 (meters)                     GEOID18
 HA0544  DYNAMIC HEIGHT  -        121.421 (meters)      398.36  (feet) COMP
 HA0544  MODELED GRAVITY -    979,942.8   (mgal)                       NAVD 88
 HA0544
 HA0544  VERT ORDER      -  FIRST     CLASS II
 HA0544
 HA0544.The horizontal coordinates were established by autonomous hand held GPS
 HA0544.observations and have an estimated accuracy of +/- 10 meters.
 HA0544
 HA0544.The orthometric height was determined by differential leveling and
 HA0544.adjusted by the NATIONAL GEODETIC SURVEY
 HA0544.in June 1991.
 HA0544
 HA0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0544.GEOID18 height accuracy estimate available here.
 HA0544
 HA0544.Click photographs - Photos may exist for this station.
 HA0544
 HA0544.The dynamic height is computed by dividing the NAVD 88
 HA0544.geopotential number by the normal gravity value computed on the
 HA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0544.degrees latitude (g = 980.6199 gals.).
 HA0544
 HA0544.The modeled gravity was interpolated from observed gravity values.
 HA0544
 HA0544;                    North         East    Units  Estimated Accuracy
 HA0544;SPC IN W     -   304,708.      918,873.      MT  (+/- 10 meters HH2 GPS)
 HA0544
 HA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1154805015(NAD 83)
 HA0544
 HA0544                          SUPERSEDED SURVEY CONTROL
 HA0544
 HA0544  NGVD 29 (??/??/92)  121.614  (m)          399.00   (f) ADJ UNCH    1 2
 HA0544
 HA0544.Superseded values are not recommended for survey control.
 HA0544
 HA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0544.See file dsdata.pdf to determine how the superseded data were derived.
 HA0544
 HA0544_MARKER: DB = BENCH MARK DISK
 HA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0544_STAMPING: M 329 1965
 HA0544_MARK LOGO: CGS
 HA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0544+STABILITY: SURFACE MOTION
 HA0544
 HA0544  HISTORY     - Date     Condition        Report By
 HA0544  HISTORY     - 1965     MONUMENTED       CGS
 HA0544  HISTORY     - 20111201 GOOD             GEOCAC
 HA0544
 HA0544                          STATION DESCRIPTION
 HA0544
 HA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0544'4 MI NW FROM TROY.
 HA0544'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS
 HA0544'CATHOLIC CHURCH AT TROY, IN SECTION 17, T 6 S, R 4 W, 0.15 MILE
 HA0544'NORTHEAST OF A TILE AND BRICK FARMHOUSE, 240 FEET SOUTHWEST OF
 HA0544'THE CENTER LINE OF A PRIVATE DRIVEWAY, 40 FEET NORTHWEST OF THE
 HA0544'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.5
 HA0544'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HA0544'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0544
 HA0544                          STATION RECOVERY (2011)
 HA0544
 HA0544'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0544'COORDINATES     N  37  59.564    W  086  52.108
 HA0544'THE MARK WAS RECOVERED IN GOOD CONDITION USING THE WRITTEN
 HA0544'DESCRIPTION. THE WITNESS POST IS LAYING ON THE GROUND NEXT TO THE
 HA0544'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0897 ***********************************************************************
 KA0897  DESIGNATION -  M 33
 KA0897  PID         -  KA0897
 KA0897  STATE/COUNTY-  IN/PARKE
 KA0897  COUNTRY     -  US
 KA0897  USGS QUAD   -  ROCKVILLE (2019)
 KA0897
 KA0897                         *CURRENT SURVEY CONTROL
 KA0897  ______________________________________________________________________
 KA0897* NAD 83(1986) POSITION- 39 45 44.42   (N) 087 13 24.37   (W)   HD_HELD1
 KA0897* NAVD 88 ORTHO HEIGHT -   207.835 (meters)      681.87  (feet) ADJUSTED
 KA0897  ______________________________________________________________________
 KA0897  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 KA0897  DYNAMIC HEIGHT  -        207.717 (meters)      681.48  (feet) COMP
 KA0897  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 KA0897
 KA0897  VERT ORDER      -  SECOND    CLASS 0
 KA0897
 KA0897.The horizontal coordinates were determined by differentially corrected
 KA0897.hand held GPS observations or other comparable positioning techniques
 KA0897.and have an estimated accuracy of +/- 3 meters.
 KA0897
 KA0897.The orthometric height was determined by differential leveling and
 KA0897.adjusted by the NATIONAL GEODETIC SURVEY
 KA0897.in June 1991.
 KA0897
 KA0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0897.GEOID18 height accuracy estimate available here.
 KA0897
 KA0897.Click photographs - Photos may exist for this station.
 KA0897
 KA0897.The dynamic height is computed by dividing the NAVD 88
 KA0897.geopotential number by the normal gravity value computed on the
 KA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0897.degrees latitude (g = 980.6199 gals.).
 KA0897
 KA0897.The modeled gravity was interpolated from observed gravity values.
 KA0897
 KA0897;                    North         East    Units  Estimated Accuracy
 KA0897;SPC IN W     -   501,139.8     887,995.1     MT  (+/- 3 meters HH1 GPS) 
 KA0897
 KA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8086101403(NAD 83)
 KA0897
 KA0897                          SUPERSEDED SURVEY CONTROL
 KA0897
 KA0897  NGVD 29 (??/??/92)  207.930  (m)          682.18   (f) ADJ UNCH    2 0
 KA0897
 KA0897.Superseded values are not recommended for survey control.
 KA0897
 KA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0897.See file dsdata.pdf to determine how the superseded data were derived.
 KA0897
 KA0897_MARKER: DB = BENCH MARK DISK
 KA0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0897_STAMPING: M 33 1934
 KA0897_MARK LOGO: CGS
 KA0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0897+STABILITY: SURFACE MOTION
 KA0897
 KA0897  HISTORY     - Date     Condition        Report By
 KA0897  HISTORY     - 1934     MONUMENTED       CGS
 KA0897  HISTORY     - 1946     GOOD             CGS
 KA0897  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA0897
 KA0897                          STATION DESCRIPTION
 KA0897
 KA0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0897'AT ROCKVILLE.
 KA0897'AT ROCKVILLE, PARKE COUNTY, ON THE PENNSYLVANIA RAILROAD, 79
 KA0897'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE STATION, AT THE
 KA0897'CROSSING OF OHIO STREET, 72 FEET SOUTH OF THE CENTERLINE OF OHIO
 KA0897'STREET, 32 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 25 FEET
 KA0897'EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE STATION, AND
 KA0897'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED M 33 1934 AND SET
 KA0897'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 KA0897'GROUND.
 KA0897
 KA0897                          STATION RECOVERY (1975)
 KA0897
 KA0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KA0897'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0493 ***********************************************************************
 HA0493  DESIGNATION -  M 330
 HA0493  PID         -  HA0493
 HA0493  STATE/COUNTY-  IN/PERRY
 HA0493  COUNTRY     -  US
 HA0493  USGS QUAD   -  ROME (2019)
 HA0493
 HA0493                         *CURRENT SURVEY CONTROL
 HA0493  ______________________________________________________________________
 HA0493* NAD 83(1986) POSITION- 37 59 34.     (N) 086 31 55.     (W)   SCALED
 HA0493* NAVD 88 ORTHO HEIGHT -   122.407 (meters)      401.60  (feet) ADJUSTED
 HA0493  ______________________________________________________________________
 HA0493  GEOID HEIGHT    -        -32.564 (meters)                     GEOID18
 HA0493  DYNAMIC HEIGHT  -        122.319 (meters)      401.31  (feet) COMP
 HA0493  MODELED GRAVITY -    979,910.7   (mgal)                       NAVD 88
 HA0493
 HA0493  VERT ORDER      -  FIRST     CLASS II
 HA0493
 HA0493.The horizontal coordinates were scaled from a map and have
 HA0493.an estimated accuracy of +/- 6 seconds.
 HA0493
 HA0493.The orthometric height was determined by differential leveling and
 HA0493.adjusted by the NATIONAL GEODETIC SURVEY
 HA0493.in June 1991.
 HA0493
 HA0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0493.GEOID18 height accuracy estimate available here.
 HA0493
 HA0493.Click photographs - Photos may exist for this station.
 HA0493
 HA0493.The dynamic height is computed by dividing the NAVD 88
 HA0493.geopotential number by the normal gravity value computed on the
 HA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0493.degrees latitude (g = 980.6199 gals.).
 HA0493
 HA0493.The modeled gravity was interpolated from observed gravity values.
 HA0493
 HA0493;                    North         East    Units  Estimated Accuracy
 HA0493;SPC IN W     -   304,840.      948,430.      MT  (+/- 180 meters Scaled)
 HA0493
 HA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410051(NAD 83)
 HA0493
 HA0493                          SUPERSEDED SURVEY CONTROL
 HA0493
 HA0493  NGVD 29 (??/??/92)  122.510  (m)          401.93   (f) ADJ UNCH    1 2
 HA0493
 HA0493.Superseded values are not recommended for survey control.
 HA0493
 HA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0493.See file dsdata.pdf to determine how the superseded data were derived.
 HA0493
 HA0493_MARKER: DB = BENCH MARK DISK
 HA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0493_STAMPING: M 330 1965
 HA0493_MARK LOGO: CGS
 HA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0493+STABILITY: SURFACE MOTION
 HA0493
 HA0493  HISTORY     - Date     Condition        Report By
 HA0493  HISTORY     - 1965     MONUMENTED       CGS
 HA0493  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 HA0493
 HA0493                          STATION DESCRIPTION
 HA0493
 HA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0493'3 MI S FROM DERBY.
 HA0493'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 HA0493'AT DERBY, THENCE 2.95 MILES SOUTH ALONG STATE HIGHWAY 66, IN
 HA0493'SECTION 16, T 6 S, R 1 W, 22 FEET EAST OF THE CENTER LINE OF THE
 HA0493'HIGHWAY, 4 1/2 FEET EAST OF A BRACE POLE FOR A POWER POLE, 42
 HA0493'FEET EAST AND ACROSS THE HIGHWAY FROM A POWER POLE, 1.2 FEET
 HA0493'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HA0493'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0493
 HA0493                          STATION RECOVERY (2023)
 HA0493
 HA0493'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0997 ***********************************************************************
 JA0997  DESIGNATION -  M 331
 JA0997  PID         -  JA0997
 JA0997  STATE/COUNTY-  IN/PIKE
 JA0997  COUNTRY     -  US
 JA0997  USGS QUAD   -  WINSLOW (2019)
 JA0997
 JA0997                         *CURRENT SURVEY CONTROL
 JA0997  ______________________________________________________________________
 JA0997* NAD 83(1986) POSITION- 38 22 37.     (N) 087 13 12.     (W)   SCALED
 JA0997* NAVD 88 ORTHO HEIGHT -   131.887 (meters)      432.70  (feet) ADJUSTED
 JA0997  ______________________________________________________________________
 JA0997  GEOID HEIGHT    -        -31.963 (meters)                     GEOID18
 JA0997  DYNAMIC HEIGHT  -        131.800 (meters)      432.41  (feet) COMP
 JA0997  MODELED GRAVITY -    979,970.6   (mgal)                       NAVD 88
 JA0997
 JA0997  VERT ORDER      -  FIRST     CLASS II
 JA0997
 JA0997.The horizontal coordinates were scaled from a map and have
 JA0997.an estimated accuracy of +/- 6 seconds.
 JA0997
 JA0997.The orthometric height was determined by differential leveling and
 JA0997.adjusted by the NATIONAL GEODETIC SURVEY
 JA0997.in June 1991.
 JA0997
 JA0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0997.GEOID18 height accuracy estimate available here.
 JA0997
 JA0997.Click photographs - Photos may exist for this station.
 JA0997
 JA0997.The dynamic height is computed by dividing the NAVD 88
 JA0997.geopotential number by the normal gravity value computed on the
 JA0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0997.degrees latitude (g = 980.6199 gals.).
 JA0997
 JA0997.The modeled gravity was interpolated from observed gravity values.
 JA0997
 JA0997;                    North         East    Units  Estimated Accuracy
 JA0997;SPC IN W     -   347,340.      888,060.      MT  (+/- 180 meters Scaled)
 JA0997
 JA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH807476(NAD 83)
 JA0997
 JA0997                          SUPERSEDED SURVEY CONTROL
 JA0997
 JA0997  NGVD 29 (??/??/92)  132.006  (m)          433.09   (f) ADJ UNCH    1 2
 JA0997
 JA0997.Superseded values are not recommended for survey control.
 JA0997
 JA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0997.See file dsdata.pdf to determine how the superseded data were derived.
 JA0997
 JA0997_MARKER: DB = BENCH MARK DISK
 JA0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0997_SP_SET: BRIDGE
 JA0997_STAMPING: M 331 1965
 JA0997_MARK LOGO: CGS
 JA0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0997
 JA0997  HISTORY     - Date     Condition        Report By
 JA0997  HISTORY     - 1965     MONUMENTED       CGS
 JA0997  HISTORY     - 20080425 GOOD             ACCU
 JA0997  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0997
 JA0997                          STATION DESCRIPTION
 JA0997
 JA0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0997'0.5 MI SW FROM WINSLOW.
 JA0997'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0997'OFFICE AT WINSLOW, IN SECTION 5, T 2 S, R 7 W, 8 RAILS SOUTHEAST
 JA0997'OF THE CROSSING OF THE HIGHWAY AND THE SOUTHERN RAILROAD, 4 FEET
 JA0997'NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST
 JA0997'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A STEEL GIRDER RAILROAD
 JA0997'BRIDGE OVER THE PATOKA RIVER, 0.2 MILE NORTHWEST OF MILEPOST 183,
 JA0997'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE RAILS.
 JA0997
 JA0997                          STATION RECOVERY (2008)
 JA0997
 JA0997'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA0997'MARK NOT FOUND
 JA0997
 JA0997                          STATION RECOVERY (2022)
 JA0997
 JA0997'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0997'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0257 ***********************************************************************
 MD0257  DESIGNATION -  M 332
 MD0257  PID         -  MD0257
 MD0257  STATE/COUNTY-  IN/ALLEN
 MD0257  COUNTRY     -  US
 MD0257  USGS QUAD   -  MAPLES (2019)
 MD0257
 MD0257                         *CURRENT SURVEY CONTROL
 MD0257  ______________________________________________________________________
 MD0257* NAD 83(1986) POSITION- 41 04 21.8    (N) 084 55 21.4    (W)   HD_HELD2
 MD0257* NAVD 88 ORTHO HEIGHT -   232.835 (meters)      763.89  (feet) ADJUSTED
 MD0257  ______________________________________________________________________
 MD0257  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 MD0257  DYNAMIC HEIGHT  -        232.740 (meters)      763.58  (feet) COMP
 MD0257  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 MD0257
 MD0257  VERT ORDER      -  FIRST     CLASS I
 MD0257
 MD0257.The horizontal coordinates were established by autonomous hand held GPS
 MD0257.observations and have an estimated accuracy of +/- 10 meters.
 MD0257
 MD0257.The orthometric height was determined by differential leveling and
 MD0257.adjusted by the NATIONAL GEODETIC SURVEY
 MD0257.in June 1991.
 MD0257
 MD0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0257.GEOID18 height accuracy estimate available here.
 MD0257
 MD0257.Click photographs - Photos may exist for this station.
 MD0257
 MD0257.The dynamic height is computed by dividing the NAVD 88
 MD0257.geopotential number by the normal gravity value computed on the
 MD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0257.degrees latitude (g = 980.6199 gals.).
 MD0257
 MD0257.The modeled gravity was interpolated from observed gravity values.
 MD0257
 MD0257;                    North         East    Units  Estimated Accuracy
 MD0257;SPC IN E     -   646,901.      162,531.      MT  (+/- 10 meters HH2 GPS)
 MD0257
 MD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7452448909(NAD 83)
 MD0257
 MD0257                          SUPERSEDED SURVEY CONTROL
 MD0257
 MD0257  NGVD 29 (01/19/93)  232.991  (m)          764.40   (f) ADJUSTED    1 1
 MD0257  NGVD 29 (??/??/92)  232.991  (m)          764.40   (f) SUPERSEDED  1 1
 MD0257
 MD0257.Superseded values are not recommended for survey control.
 MD0257
 MD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0257.See file dsdata.pdf to determine how the superseded data were derived.
 MD0257
 MD0257_MARKER: DB = BENCH MARK DISK
 MD0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0257_STAMPING: M 332 1968
 MD0257_MARK LOGO: CGS
 MD0257_PROJECTION: PROJECTING 9 CENTIMETERS
 MD0257_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0257+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 MD0257_ROD/PIPE-DEPTH: 5.1 meters
 MD0257
 MD0257  HISTORY     - Date     Condition        Report By
 MD0257  HISTORY     - 1968     MONUMENTED       CGS
 MD0257  HISTORY     - 19921019 GOOD             NGS
 MD0257  HISTORY     - 20030510 GOOD             GEOCAC
 MD0257
 MD0257                          STATION DESCRIPTION
 MD0257
 MD0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0257'4.9 MI E FROM NEW HAVEN.
 MD0257'ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0257'U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, NEAR THE INTERSECTION
 MD0257'OF WEBSTER ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MD0257'239 FEET EAST OF THE CENTER LINE OF WEBSTER ROAD, 19 FEET SOUTHWEST
 MD0257'OF THE SOUTHEAST CORNER OF THE STEEL FENCE AROUND A POWER
 MD0257'TRANSFORMER, 5.5 FEET SOUTH OF THE SOUTH SIDE OF THE FENCE, 2 1/2
 MD0257'FEET EAST OF POWER LINE POLE 14 X, 2 FEET WEST OF A METAL WITNESS
 MD0257'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 MD0257'TOP OF A COPPER COATED STEEL ROD PROJECTING ONE INCH ABOVE THE
 MD0257'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH
 MD0257'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 MD0257'TO REFUSAL AT A DEPTH OF 16.5 FEET.  IN SECTION 11, R 14 E, T 30 N.
 MD0257
 MD0257                          STATION RECOVERY (1992)
 MD0257
 MD0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0257'7.9 KM (4.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0257'U.S. HIGHWAY 24 IN NEW HAVEN, 73.0 M (239.5 FT) EAST OF THE CENTER
 MD0257'OF WEBSTER ROAD, 14.9 M (48.9 FT) WEST-SOUTHWEST OF THE SOUTHEAST
 MD0257'CORNER OF A CHAIN-LINK FENCE ENCLOSING A SUB-STATION, 11.8 M (38.7
 MD0257'FT) NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) NORTHEAST OF THE
 MD0257'NORTHEAST END OF A PIPE CULVERT, 1.8 M (5.9 FT) SOUTH OF THE FENCE,
 MD0257'0.7 M (2.3 FT) EAST OF UTILITY POLE NUMBER 16, 0.6 M (2.0 FT) BELOW
 MD0257'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 MD0257'NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND PROJECTS 0.04 M
 MD0257'(0.13 FT) ABOVE THE GROUND SURFACE.
 MD0257
 MD0257                          STATION RECOVERY (2003)
 MD0257
 MD0257'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0257'RECOVERED MARK IN EXCELLENT CONDITION.  SAFE PARKING CAN BE FOUND AT
 MD0257'THE AEP SUBSTATION NEAR THE MARK.  MARK WILL LIKELY REMAIN IN GOOD
 MD0257'CONDITION DUE TO LACK OF DEVELOPMENT IN THE AREA.  MY CONSUMER GRADE
 MD0257'GPSR GAVE THE FOLLOWING COORDINATES FOR THE MARK. N41 4.363 W84 55.357
 MD0257'(HDD M.MMM)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0662 ***********************************************************************
 MD0662  DESIGNATION -  M 333
 MD0662  PID         -  MD0662
 MD0662  STATE/COUNTY-  IN/WHITLEY
 MD0662  COUNTRY     -  US
 MD0662  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0662
 MD0662                         *CURRENT SURVEY CONTROL
 MD0662  ______________________________________________________________________
 MD0662* NAD 83(1986) POSITION- 41 07 39.     (N) 085 23 45.     (W)   SCALED
 MD0662* NAVD 88 ORTHO HEIGHT -   262.049 (meters)      859.74  (feet) ADJUSTED
 MD0662  ______________________________________________________________________
 MD0662  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 MD0662  DYNAMIC HEIGHT  -        261.948 (meters)      859.41  (feet) COMP
 MD0662  MODELED GRAVITY -    980,232.4   (mgal)                       NAVD 88
 MD0662
 MD0662  VERT ORDER      -  FIRST     CLASS I
 MD0662
 MD0662.The horizontal coordinates were scaled from a map and have
 MD0662.an estimated accuracy of +/- 6 seconds.
 MD0662
 MD0662.The orthometric height was determined by differential leveling and
 MD0662.adjusted by the NATIONAL GEODETIC SURVEY
 MD0662.in June 1991.
 MD0662
 MD0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0662.GEOID18 height accuracy estimate available here.
 MD0662
 MD0662.Click photographs - Photos may exist for this station.
 MD0662
 MD0662.The dynamic height is computed by dividing the NAVD 88
 MD0662.geopotential number by the normal gravity value computed on the
 MD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0662.degrees latitude (g = 980.6199 gals.).
 MD0662
 MD0662.The modeled gravity was interpolated from observed gravity values.
 MD0662
 MD0662;                    North         East    Units  Estimated Accuracy
 MD0662;SPC IN E     -   652,750.      122,740.      MT  (+/- 180 meters Scaled)
 MD0662
 MD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346541(NAD 83)
 MD0662
 MD0662                          SUPERSEDED SURVEY CONTROL
 MD0662
 MD0662  NGVD 29 (01/19/93)  262.204  (m)          860.25   (f) ADJUSTED    1 1
 MD0662  NGVD 29 (??/??/92)  262.204  (m)          860.25   (f) SUPERSEDED  1 1
 MD0662
 MD0662.Superseded values are not recommended for survey control.
 MD0662
 MD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0662.See file dsdata.pdf to determine how the superseded data were derived.
 MD0662
 MD0662_MARKER: DB = BENCH MARK DISK
 MD0662_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0662_SP_SET: FOOTING
 MD0662_STAMPING: M 333 1968
 MD0662_MARK LOGO: CGS
 MD0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0662+STABILITY: SURFACE MOTION
 MD0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0662+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0662
 MD0662  HISTORY     - Date     Condition        Report By
 MD0662  HISTORY     - 1968     MONUMENTED       CGS
 MD0662  HISTORY     - 19921009 GOOD             NGS
 MD0662
 MD0662                          STATION DESCRIPTION
 MD0662
 MD0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0662'AT COESSE.
 MD0662'AT COESSE, ALONG THE PENN CENTRAL RAILROAD, ABOUT 0.3 MILE
 MD0662'SOUTHEAST OF MILEPOST 334, SET ON THE TOP OF THE SOUTH CORNER
 MD0662'OF THE CONCRETE BASE FOR THE SOUTH LEG OF THE FIRST PIER
 MD0662'NORTHEAST OF THE TRACK FOR THE SAMONSON STREET OVERPASS, 9.8
 MD0662'FEET NORTHEAST OF THE NORTHEAST RAIL OF AND 1 FOOT ABOVE THE
 MD0662'LEVEL OF THE TRACK.  (WESTBOUND).  IN SECTION 22, R 10 E, T 31 N.
 MD0662
 MD0662                          STATION RECOVERY (1992)
 MD0662
 MD0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0662'IN COESSE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND SIMONSON
 MD0662'STREET, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST
 MD0662'CORNER OF THE MOST EASTERLY OF 2 CONCRETE FOOTINGS OF THE STREET
 MD0662'OVERPASS OF THE TRACKS, 7.1 M (23.3 FT) NORTHEAST OF THE NEAR RAIL,
 MD0662'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0245 ***********************************************************************
 ME0245  DESIGNATION -  M 334
 ME0245  PID         -  ME0245
 ME0245  STATE/COUNTY-  IN/MARSHALL
 ME0245  COUNTRY     -  US
 ME0245  USGS QUAD   -  INWOOD (2019)
 ME0245
 ME0245                         *CURRENT SURVEY CONTROL
 ME0245  ______________________________________________________________________
 ME0245* NAD 83(1986) POSITION- 41 18 33.     (N) 086 10 31.     (W)   SCALED
 ME0245* NAVD 88 ORTHO HEIGHT -   254.056 (meters)      833.52  (feet) ADJUSTED
 ME0245  ______________________________________________________________________
 ME0245  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 ME0245  DYNAMIC HEIGHT  -        253.949 (meters)      833.16  (feet) COMP
 ME0245  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 ME0245
 ME0245  VERT ORDER      -  FIRST     CLASS I
 ME0245
 ME0245.The horizontal coordinates were scaled from a map and have
 ME0245.an estimated accuracy of +/- 6 seconds.
 ME0245
 ME0245.The orthometric height was determined by differential leveling and
 ME0245.adjusted by the NATIONAL GEODETIC SURVEY
 ME0245.in April 1995.
 ME0245
 ME0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0245.GEOID18 height accuracy estimate available here.
 ME0245
 ME0245.Click photographs - Photos may exist for this station.
 ME0245
 ME0245.The dynamic height is computed by dividing the NAVD 88
 ME0245.geopotential number by the normal gravity value computed on the
 ME0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0245.degrees latitude (g = 980.6199 gals.).
 ME0245
 ME0245.The modeled gravity was interpolated from observed gravity values.
 ME0245
 ME0245;                    North         East    Units  Estimated Accuracy
 ME0245;SPC IN E     -   673,020.       57,410.      MT  (+/- 180 meters Scaled)
 ME0245
 ME0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL690734(NAD 83)
 ME0245
 ME0245                          SUPERSEDED SURVEY CONTROL
 ME0245
 ME0245  NAVD 88 (06/15/91)  254.053  (m)          833.51   (f) SUPERSEDED  1 1
 ME0245  NGVD 29 (01/19/93)  254.180  (m)          833.92   (f) ADJUSTED    1 1
 ME0245  NGVD 29 (??/??/92)  254.175  (m)          833.91   (f) SUPERSEDED  1 1
 ME0245
 ME0245.Superseded values are not recommended for survey control.
 ME0245
 ME0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0245.See file dsdata.pdf to determine how the superseded data were derived.
 ME0245
 ME0245_MARKER: DB = BENCH MARK DISK
 ME0245_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0245_SP_SET: CULVERT WINGWALL
 ME0245_STAMPING: M 334 1968
 ME0245_MARK LOGO: CGS
 ME0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0245+STABILITY: SURFACE MOTION
 ME0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0245+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0245
 ME0245  HISTORY     - Date     Condition        Report By
 ME0245  HISTORY     - 1968     MONUMENTED       CGS
 ME0245  HISTORY     - 19920909 GOOD             NGS
 ME0245
 ME0245                          STATION DESCRIPTION
 ME0245
 ME0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0245'1.5 MI SE FROM INWOOD.
 ME0245'ABOUT 1.5 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0245'THE CROSSING OF HAWTHORN ROAD AT INWOOD, ABOUT 0.1 MILE NORTHWEST
 ME0245'OF THE CROSSING OF GUMWOOD ROAD, SET ON THE TOP OF THE NORTHEAST
 ME0245'END OF THE BOTTOM STEP OF THE WING WALL AT THE EAST CORNER OF AN
 ME0245'8 FOOT STONE ARCHED CULVERT OVER STONE DITCH AND UNDER THE
 ME0245'TRACKS, IN SECTION 16, R 3 E, T 33 N, 58 1/2 FEET SOUTHWEST OF
 ME0245'THE CENTER LINE OF U.S. HIGHWAY 30, 30 FEET NORTHEAST OF THE
 ME0245'NORTHEAST RAIL OF THE WESTBOUND TRACK, ABOUT LEVEL WITH THE
 ME0245'HIGHWAY AND 10 FEET BELOW THE LEVEL OF THE TRACK.
 ME0245
 ME0245                          STATION RECOVERY (1992)
 ME0245
 ME0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0245'11.4 KM (7.10 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0245'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, IN TOP OF
 ME0245'AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 ME0245'STONE WINGWALL OF AN ARCH CULVERT SPANNING STONE DITCH, 0.1 KM
 ME0245'(0.05 MI) NORTHWEST OF THE INTERSECTION OF NORTH GUMWOOD ROAD, 9.9 M
 ME0245'(32.5 FT) NORTHEAST OF THE NEAR RAIL, AND 2.6 M (8.5 FT) BELOW THE
 ME0245'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1253 ***********************************************************************
 MD1253  DESIGNATION -  M 335
 MD1253  PID         -  MD1253
 MD1253  STATE/COUNTY-  IN/KOSCIUSKO
 MD1253  COUNTRY     -  US
 MD1253  USGS QUAD   -  BURKET (2019)
 MD1253
 MD1253                         *CURRENT SURVEY CONTROL
 MD1253  ______________________________________________________________________
 MD1253* NAD 83(1986) POSITION- 41 14 16.     (N) 085 53 15.     (W)   SCALED
 MD1253* NAVD 88 ORTHO HEIGHT -   250.904 (meters)      823.17  (feet) ADJUSTED
 MD1253  ______________________________________________________________________
 MD1253  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 MD1253  DYNAMIC HEIGHT  -        250.797 (meters)      822.82  (feet) COMP
 MD1253  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 MD1253
 MD1253  VERT ORDER      -  FIRST     CLASS I
 MD1253
 MD1253.The horizontal coordinates were scaled from a map and have
 MD1253.an estimated accuracy of +/- 6 seconds.
 MD1253
 MD1253.The orthometric height was determined by differential leveling and
 MD1253.adjusted by the NATIONAL GEODETIC SURVEY
 MD1253.in June 1991.
 MD1253
 MD1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1253.GEOID18 height accuracy estimate available here.
 MD1253
 MD1253.Click photographs - Photos may exist for this station.
 MD1253
 MD1253.The dynamic height is computed by dividing the NAVD 88
 MD1253.geopotential number by the normal gravity value computed on the
 MD1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1253.degrees latitude (g = 980.6199 gals.).
 MD1253
 MD1253.The modeled gravity was interpolated from observed gravity values.
 MD1253
 MD1253;                    North         East    Units  Estimated Accuracy
 MD1253;SPC IN E     -   664,990.       81,490.      MT  (+/- 180 meters Scaled)
 MD1253
 MD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932657(NAD 83)
 MD1253
 MD1253                          SUPERSEDED SURVEY CONTROL
 MD1253
 MD1253  NGVD 29 (01/19/93)  251.036  (m)          823.61   (f) ADJUSTED    1 1
 MD1253  NGVD 29 (??/??/92)  251.036  (m)          823.61   (f) SUPERSEDED  1 1
 MD1253
 MD1253.Superseded values are not recommended for survey control.
 MD1253
 MD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1253.See file dsdata.pdf to determine how the superseded data were derived.
 MD1253
 MD1253_MARKER: DB = BENCH MARK DISK
 MD1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1253_STAMPING: M 335 1968
 MD1253_MARK LOGO: CGS
 MD1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1253+STABILITY: SURFACE MOTION
 MD1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1253+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 MD1253
 MD1253  HISTORY     - Date     Condition        Report By
 MD1253  HISTORY     - 1968     MONUMENTED       CGS
 MD1253  HISTORY     - 1969     GOOD             CGS
 MD1253  HISTORY     - 1969     GOOD             INHD
 MD1253  HISTORY     - 1984     GOOD             USPSQD
 MD1253  HISTORY     - 19920910 GOOD             NGS
 MD1253
 MD1253                          STATION DESCRIPTION
 MD1253
 MD1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1253'1.5 MI NW FROM WARSAW.
 MD1253'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1253'THE STATION AT WARSAW, IN SECTION 12, R 5 E, T 32 N, ABOUT 9 1/2
 MD1253'RAILS NORTHWEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD 225,
 MD1253'46.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND
 MD1253'TRACK, 14.6 FEET SOUTHEAST OF THE WEST CORNER OF A CHAIN LINK
 MD1253'FENCE AROUND A PIPE LINE PUMPING STATION, 1 FOOT SOUTHWEST OF
 MD1253'THE FENCE LINE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 MD1253'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD1253'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD1253
 MD1253                          STATION RECOVERY (1969)
 MD1253
 MD1253'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1253'RECOVERED IN GOOD CONDITION.
 MD1253
 MD1253                          STATION RECOVERY (1984)
 MD1253
 MD1253'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1253'RECOVERED IN GOOD CONDITION.
 MD1253
 MD1253                          STATION RECOVERY (1992)
 MD1253
 MD1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1253'2.6 KM (1.60 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1253'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, 104.0 M (341.2 FT)
 MD1253'WEST OF THE CENTER OF CHECOSE ROAD, 14.2 M (46.6 FT) NORTH OF THE NEAR
 MD1253'RAIL, 4.5 M (14.8 FT) SOUTHEAST OF THE OF THE SOUTHWEST CORNER OF A
 MD1253'CHAIN-LINK FENCE ENCLOSING A SUB-STATION, 0.4 M (1.3 FT) NORTHWEST OF
 MD1253'A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF THE FENCE, AND THE MONUMENT
 MD1253'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0977 ***********************************************************************
 ME0977  DESIGNATION -  M 336
 ME0977  PID         -  ME0977
 ME0977  STATE/COUNTY-  IN/LAKE
 ME0977  COUNTRY     -  US
 ME0977  USGS QUAD   -  GARY (2019)
 ME0977
 ME0977                         *CURRENT SURVEY CONTROL
 ME0977  ______________________________________________________________________
 ME0977* NAD 83(1986) POSITION- 41 32 19.93   (N) 087 15 36.89   (W)   HD_HELD1
 ME0977* NAVD 88 ORTHO HEIGHT -   189.679 (meters)      622.31  (feet) ADJUSTED
 ME0977  ______________________________________________________________________
 ME0977  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 ME0977  DYNAMIC HEIGHT  -        189.607 (meters)      622.07  (feet) COMP
 ME0977  MODELED GRAVITY -    980,237.8   (mgal)                       NAVD 88
 ME0977
 ME0977  VERT ORDER      -  FIRST     CLASS I
 ME0977
 ME0977.The horizontal coordinates were determined by differentially corrected
 ME0977.hand held GPS observations or other comparable positioning techniques
 ME0977.and have an estimated accuracy of +/- 3 meters.
 ME0977
 ME0977.The orthometric height was determined by differential leveling and
 ME0977.adjusted by the NATIONAL GEODETIC SURVEY
 ME0977.in April 1995.
 ME0977
 ME0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0977.GEOID18 height accuracy estimate available here.
 ME0977
 ME0977.Click photographs - Photos may exist for this station.
 ME0977
 ME0977.The dynamic height is computed by dividing the NAVD 88
 ME0977.geopotential number by the normal gravity value computed on the
 ME0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0977.degrees latitude (g = 980.6199 gals.).
 ME0977
 ME0977.The modeled gravity was interpolated from observed gravity values.
 ME0977
 ME0977;                    North         East    Units  Estimated Accuracy
 ME0977;SPC IN W     -   698,417.7     885,237.7     MT  (+/- 3 meters HH1 GPS) 
 ME0977
 ME0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7829298612(NAD 83)
 ME0977
 ME0977                          SUPERSEDED SURVEY CONTROL
 ME0977
 ME0977  NAVD 88 (06/15/91)  189.678  (m)          622.30   (f) SUPERSEDED  1 1
 ME0977  NGVD 29 (01/19/93)  189.775  (m)          622.62   (f) ADJUSTED    1 1
 ME0977  NGVD 29 (??/??/92)  189.771  (m)          622.61   (f) SUPERSEDED  1 1
 ME0977
 ME0977.Superseded values are not recommended for survey control.
 ME0977
 ME0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0977.See file dsdata.pdf to determine how the superseded data were derived.
 ME0977
 ME0977_MARKER: DB = BENCH MARK DISK
 ME0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0977_STAMPING: M 336 1968
 ME0977_MARK LOGO: CGS
 ME0977_PROJECTION: FLUSH
 ME0977_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0977+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2015
 ME0977_ROD/PIPE-DEPTH: 26.8 meters
 ME0977
 ME0977  HISTORY     - Date     Condition        Report By
 ME0977  HISTORY     - 1968     MONUMENTED       CGS
 ME0977  HISTORY     - 19920906 GOOD             NGS
 ME0977  HISTORY     - 20150320 GOOD             LFA
 ME0977
 ME0977                          STATION DESCRIPTION
 ME0977
 ME0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0977'0.8 MI NW FROM HOBART.
 ME0977'ABOUT 0.75 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0977'THE STATION AT HOBART, IN SECTION 30, R 7 W, T 36 N, AT THE
 ME0977'CROSSING OF LAKE PARK AVENUE, NEAR THE WEST CORNER OF A STEEL
 ME0977'FENCE AROUND THE NORTHERN INDIANA PUBLIC SERVICE CO. LAKE PARK
 ME0977'SUB-STATION, 155 FEET NORTHWEST OF THE CENTER LINE OF LAKE PARK
 ME0977'AVE, 48.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 ME0977'TRACK, 3.7 FEET SOUTHEAST OF THE WEST CORNER OF THE FENCE,
 ME0977'1 FOOT SOUTHWEST OF THE STEEL FENCE LINE, 1 FOOT BELOW THE LEVEL
 ME0977'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 ME0977'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE
 ME0977'WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 ME0977'AT A DEPTH OF 88.0 FEET.
 ME0977
 ME0977                          STATION RECOVERY (1992)
 ME0977
 ME0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0977'IN HOBART, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND LAKE PARK
 ME0977'AVENUE, 39.9 M (130.9 FT) WEST OF THE AVENUE CENTER, 18.8 M
 ME0977'(61.7 FT) NORTHEAST OF THE NEAR RAIL, 1.1 M (3.6 FT) SOUTHEAST OF THE
 ME0977'SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE LAKE PARK
 ME0977'STATION OF THE INDIANA PUBLIC SERVICE COMPANY, AND 0.6 M (2.0 FT)
 ME0977'BELOW THE LEVEL OF THE TRACK.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 ME0977'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 ME0977
 ME0977                          STATION RECOVERY (2015)
 ME0977
 ME0977'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (AWB)
 ME0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1633 ***********************************************************************
 LB1633  DESIGNATION -  M 34
 LB1633  PID         -  LB1633
 LB1633  STATE/COUNTY-  IN/FOUNTAIN
 LB1633  COUNTRY     -  US
 LB1633  USGS QUAD   -  HILLSBORO (2019)
 LB1633
 LB1633                         *CURRENT SURVEY CONTROL
 LB1633  ______________________________________________________________________
 LB1633* NAD 83(1986) POSITION- 40 06 43.     (N) 087 11 47.     (W)   SCALED
 LB1633* NAVD 88 ORTHO HEIGHT -   215.054 (meters)      705.56  (feet) ADJUSTED
 LB1633  ______________________________________________________________________
 LB1633  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 LB1633  DYNAMIC HEIGHT  -        214.942 (meters)      705.19  (feet) COMP
 LB1633  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LB1633
 LB1633  VERT ORDER      -  SECOND    CLASS 0
 LB1633
 LB1633.The horizontal coordinates were scaled from a map and have
 LB1633.an estimated accuracy of +/- 6 seconds.
 LB1633
 LB1633.The orthometric height was determined by differential leveling and
 LB1633.adjusted by the NATIONAL GEODETIC SURVEY
 LB1633.in June 1991.
 LB1633
 LB1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1633.GEOID18 height accuracy estimate available here.
 LB1633
 LB1633.Click photographs - Photos may exist for this station.
 LB1633
 LB1633.The dynamic height is computed by dividing the NAVD 88
 LB1633.geopotential number by the normal gravity value computed on the
 LB1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1633.degrees latitude (g = 980.6199 gals.).
 LB1633
 LB1633.The modeled gravity was interpolated from observed gravity values.
 LB1633
 LB1633;                    North         East    Units  Estimated Accuracy
 LB1633;SPC IN W     -   539,950.      890,360.      MT  (+/- 180 meters Scaled)
 LB1633
 LB1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832402(NAD 83)
 LB1633
 LB1633                          SUPERSEDED SURVEY CONTROL
 LB1633
 LB1633  NGVD 29 (??/??/92)  215.128  (m)          705.80   (f) ADJ UNCH    2 0
 LB1633
 LB1633.Superseded values are not recommended for survey control.
 LB1633
 LB1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1633.See file dsdata.pdf to determine how the superseded data were derived.
 LB1633
 LB1633_MARKER: DB = BENCH MARK DISK
 LB1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1633_STAMPING: M 34 1934
 LB1633_MARK LOGO: CGS
 LB1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1633+STABILITY: SURFACE MOTION
 LB1633
 LB1633  HISTORY     - Date     Condition        Report By
 LB1633  HISTORY     - 1934     MONUMENTED       CGS
 LB1633
 LB1633                          STATION DESCRIPTION
 LB1633
 LB1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1633'1.9 MI W FROM HILLSBOROUGH.
 LB1633'1.9 MILES WEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1633'STATION AT HILLSBOROUGH, FOUNTAIN COUNTY, 0.4 MILE WEST OF MILEPOST
 LB1633'61, 11-1/2 RAILS WEST OF CULVERT 134, 76 YARDS SOUTH OF THE CLEO
 LB1633'ANDERSON RESIDENCE, AT A DIRT-ROAD CROSSING, 15 YARDS NORTH OF
 LB1633'THE NORTH RAIL, 6 YARDS WEST OF THE WEST EDGE OF THE ROAD, AND
 LB1633'ABOUT 4 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1633'M 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2120 ***********************************************************************
 ME2120  DESIGNATION -  M 349
 ME2120  PID         -  ME2120
 ME2120  STATE/COUNTY-  IN/LAKE
 ME2120  COUNTRY     -  US
 ME2120  USGS QUAD   -  GARY (2019)
 ME2120
 ME2120                         *CURRENT SURVEY CONTROL
 ME2120  ______________________________________________________________________
 ME2120* NAD 83(1986) POSITION- 41 36 29.     (N) 087 19 25.     (W)   SCALED
 ME2120* NAVD 88 ORTHO HEIGHT -   182.619 (meters)      599.14  (feet) ADJUSTED
 ME2120  ______________________________________________________________________
 ME2120  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 ME2120  DYNAMIC HEIGHT  -        182.552 (meters)      598.92  (feet) COMP
 ME2120  MODELED GRAVITY -    980,252.1   (mgal)                       NAVD 88
 ME2120
 ME2120  VERT ORDER      -  FIRST     CLASS II
 ME2120
 ME2120.The horizontal coordinates were scaled from a map and have
 ME2120.an estimated accuracy of +/- 6 seconds.
 ME2120
 ME2120.The orthometric height was determined by differential leveling and
 ME2120.adjusted by the NATIONAL GEODETIC SURVEY
 ME2120.in June 1991.
 ME2120
 ME2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2120.GEOID18 height accuracy estimate available here.
 ME2120
 ME2120.Click photographs - Photos may exist for this station.
 ME2120
 ME2120.The dynamic height is computed by dividing the NAVD 88
 ME2120.geopotential number by the normal gravity value computed on the
 ME2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2120.degrees latitude (g = 980.6199 gals.).
 ME2120
 ME2120.The modeled gravity was interpolated from observed gravity values.
 ME2120
 ME2120;                    North         East    Units  Estimated Accuracy
 ME2120;SPC IN W     -   706,110.      879,970.      MT  (+/- 180 meters Scaled)
 ME2120
 ME2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM730063(NAD 83)
 ME2120
 ME2120                          SUPERSEDED SURVEY CONTROL
 ME2120
 ME2120  NGVD 29 (01/19/93)  182.734  (m)          599.52   (f) ADJUSTED    1 2
 ME2120  NGVD 29 (??/??/92)  182.733  (m)          599.52   (f) SUPERSEDED  1 2
 ME2120
 ME2120.Superseded values are not recommended for survey control.
 ME2120
 ME2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2120.See file dsdata.pdf to determine how the superseded data were derived.
 ME2120
 ME2120_MARKER: I = METAL ROD
 ME2120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2120_STAMPING: M 349 1985
 ME2120_MARK LOGO: NGS
 ME2120_PROJECTION: FLUSH
 ME2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2120_ROD/PIPE-DEPTH: 15.9 meters
 ME2120
 ME2120  HISTORY     - Date     Condition        Report By
 ME2120  HISTORY     - 1985     MONUMENTED       NGS
 ME2120
 ME2120                          STATION DESCRIPTION
 ME2120
 ME2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2120'1.8 KM (1.1 MI) NE FROM GARY.
 ME2120'O.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 53 (BROADWAY STREET) FROM
 ME2120'ITS JUNCTION WITH U.S. HIGHWAY 12 (5TH AVENUE) IN GARY, THENCE 1.1 KM
 ME2120'(0.7 MI) EASTERLY ALONG A PAVED ROAD, 65.8 M (215.9 FT) SOUTH OF BENCH
 ME2120'MARK 908 7040 SUPPORT, 18.6 M (61.0 FT) NORTH OF THE CENT OF THE ROAD,
 ME2120'13.4 M (44.0 FT) EAST OF A CHAIN LINK FENCE CORNER, 2.4 M (7.9 FT)
 ME2120'WEST OF THE NORTHWEST CORNER OF BUILDING NUMBER GM-25, AND 1.6 M
 ME2120'(5.2 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 ME2120'THROUGH A 5-INCH LOGO CAP.
 ME2120'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ME2120'THE MARK IS 0.2 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0757 ***********************************************************************
 LA0757  DESIGNATION -  M 35
 LA0757  PID         -  LA0757
 LA0757  STATE/COUNTY-  IN/WELLS
 LA0757  COUNTRY     -  US
 LA0757  USGS QUAD   -  UNIONDALE (2019)
 LA0757
 LA0757                         *CURRENT SURVEY CONTROL
 LA0757  ______________________________________________________________________
 LA0757* NAD 83(1986) POSITION- 40 49 52.     (N) 085 10 32.     (W)   SCALED
 LA0757* NAVD 88 ORTHO HEIGHT -   260.614 (meters)      855.03  (feet) ADJUSTED
 LA0757  ______________________________________________________________________
 LA0757  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 LA0757  DYNAMIC HEIGHT  -        260.494 (meters)      854.64  (feet) COMP
 LA0757  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 LA0757
 LA0757  VERT ORDER      -  SECOND    CLASS 0
 LA0757
 LA0757.The horizontal coordinates were scaled from a map and have
 LA0757.an estimated accuracy of +/- 6 seconds.
 LA0757
 LA0757.The orthometric height was determined by differential leveling and
 LA0757.adjusted by the NATIONAL GEODETIC SURVEY
 LA0757.in June 1991.
 LA0757
 LA0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0757.GEOID18 height accuracy estimate available here.
 LA0757
 LA0757.Click photographs - Photos may exist for this station.
 LA0757
 LA0757.The dynamic height is computed by dividing the NAVD 88
 LA0757.geopotential number by the normal gravity value computed on the
 LA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0757.degrees latitude (g = 980.6199 gals.).
 LA0757
 LA0757.The modeled gravity was interpolated from observed gravity values.
 LA0757
 LA0757;                    North         East    Units  Estimated Accuracy
 LA0757;SPC IN E     -   619,920.      141,420.      MT  (+/- 180 meters Scaled)
 LA0757
 LA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL538216(NAD 83)
 LA0757
 LA0757                          SUPERSEDED SURVEY CONTROL
 LA0757
 LA0757  NGVD 29 (??/??/92)  260.750  (m)          855.48   (f) ADJ UNCH    2 0
 LA0757
 LA0757.Superseded values are not recommended for survey control.
 LA0757
 LA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0757.See file dsdata.pdf to determine how the superseded data were derived.
 LA0757
 LA0757_MARKER: DB = BENCH MARK DISK
 LA0757_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0757_SP_SET: SWITCH BASE
 LA0757_STAMPING: M 35 1934
 LA0757_MARK LOGO: CGS
 LA0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0757
 LA0757  HISTORY     - Date     Condition        Report By
 LA0757  HISTORY     - 1934     MONUMENTED       CGS
 LA0757  HISTORY     - 1946     GOOD             CGS
 LA0757
 LA0757                          STATION DESCRIPTION
 LA0757
 LA0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0757'AT KINGSLAND.
 LA0757'AT KINGSLAND, WELLS COUNTY, ON THE ERIE RAILROAD, 10 RAILS
 LA0757'EAST OF THE JUNCTION OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0757'RAILROAD, IN THE TOP OF A CONCRETE SWITCH BASE, 4.7 FEET NORTH
 LA0757'OF THE NORTH RAIL, AND ABOUT 8 INCHES LOWER THAN THE TRACK.
 LA0757'A STANDARD DISK, STAMPED M 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1643 ***********************************************************************
 KA1643  DESIGNATION -  M 350
 KA1643  PID         -  KA1643
 KA1643  STATE/COUNTY-  IN/MARION
 KA1643  COUNTRY     -  US
 KA1643  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1643
 KA1643                         *CURRENT SURVEY CONTROL
 KA1643  ______________________________________________________________________
 KA1643* NAD 83(1986) POSITION- 39 45 52.     (N) 086 10 26.     (W)   SCALED
 KA1643* NAVD 88 ORTHO HEIGHT -   216.059 (meters)      708.85  (feet) ADJUSTED
 KA1643  ______________________________________________________________________
 KA1643  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 KA1643  DYNAMIC HEIGHT  -        215.941 (meters)      708.47  (feet) COMP
 KA1643  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 KA1643
 KA1643  VERT ORDER      -  FIRST     CLASS II
 KA1643
 KA1643.The horizontal coordinates were scaled from a map and have
 KA1643.an estimated accuracy of +/- 6 seconds.
 KA1643
 KA1643.The orthometric height was determined by differential leveling and
 KA1643.adjusted by the NATIONAL GEODETIC SURVEY
 KA1643.in June 1991.
 KA1643
 KA1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1643.GEOID18 height accuracy estimate available here.
 KA1643
 KA1643.Click photographs - Photos may exist for this station.
 KA1643
 KA1643.The dynamic height is computed by dividing the NAVD 88
 KA1643.geopotential number by the normal gravity value computed on the
 KA1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1643.degrees latitude (g = 980.6199 gals.).
 KA1643
 KA1643.The modeled gravity was interpolated from observed gravity values.
 KA1643
 KA1643;                    North         East    Units  Estimated Accuracy
 KA1643;SPC IN E     -   501,490.       56,540.      MT  (+/- 180 meters Scaled)
 KA1643
 KA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK707019(NAD 83)
 KA1643
 KA1643                          SUPERSEDED SURVEY CONTROL
 KA1643
 KA1643.No superseded survey control is available for this station.
 KA1643
 KA1643_MARKER: I = METAL ROD
 KA1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1643_STAMPING: M 350 1985
 KA1643_MARK LOGO: NGS
 KA1643_PROJECTION: RECESSED 2 CENTIMETERS
 KA1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1643_ROD/PIPE-DEPTH: 6.7 meters
 KA1643
 KA1643  HISTORY     - Date     Condition        Report By
 KA1643  HISTORY     - 1985     MONUMENTED       NGS
 KA1643  HISTORY     - 20150324 MARK NOT FOUND   INDIV
 KA1643
 KA1643                          STATION DESCRIPTION
 KA1643
 KA1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1643'IN INDIANAPOLIS.
 KA1643'IN INDIANAPOLIS, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND THE WHITE
 KA1643'RIVER, 9.5 M (31.2 FT) WEST OF THE WEST END OF THE HIGHWAY BRIDGE
 KA1643'SPANNING THE RIVER, 9.3 M (30.5 FT) NORTH OF THE CENTER OF THE WEST
 KA1643'BOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT) EAST OF THE WEST END OF A
 KA1643'GUARD RAIL, AND 0.4 M (1.3 FT) NORTH OF A GUARD RAIL.  NOTE--ACCESS TO
 KA1643'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1643'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KA1643
 KA1643                          STATION RECOVERY (2015)
 KA1643
 KA1643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TAF)
 KA1643'MARK NOT FOUND. SIDEWALK WEST OF BRIDGE HAS BEEN RECONSTRUCTED IN
 KA1643'RECENT YEARS. GUARDRAIL GONE, SIDEWALK APPEARS TO HAVE BEEN MOVED
 KA1643'NORTH WHICH MAY HAVE DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1711 ***********************************************************************
 KA1711  CBN         -  This is a Cooperative Base Network Control Station.
 KA1711  DESIGNATION -  M 351
 KA1711  PID         -  KA1711
 KA1711  STATE/COUNTY-  IN/OWEN
 KA1711  COUNTRY     -  US
 KA1711  USGS QUAD   -  COAL CITY (2019)
 KA1711
 KA1711                         *CURRENT SURVEY CONTROL
 KA1711  ______________________________________________________________________
 KA1711* NAD 83(2011) POSITION- 39 13 53.88803(N) 087 02 38.26569(W)   ADJUSTED
 KA1711* NAD 83(2011) ELLIP HT-   168.059 (meters)        (06/27/12)   ADJUSTED
 KA1711* NAD 83(2011) EPOCH   -  2010.00
 KA1711* NAVD 88 ORTHO HEIGHT -   200.772 (meters)      658.70  (feet) ADJUSTED
 KA1711  ______________________________________________________________________
 KA1711  GEOID HEIGHT    -        -32.720 (meters)                     GEOID18
 KA1711  NAD 83(2011) X  -    255,127.356 (meters)                     COMP
 KA1711  NAD 83(2011) Y  - -4,940,650.983 (meters)                     COMP
 KA1711  NAD 83(2011) Z  -  4,012,375.355 (meters)                     COMP
 KA1711  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 KA1711  DYNAMIC HEIGHT  -        200.655 (meters)      658.32  (feet) COMP
 KA1711  MODELED GRAVITY -    980,038.0   (mgal)                       NAVD 88
 KA1711
 KA1711  VERT ORDER      -  FIRST     CLASS II
 KA1711
 KA1711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1711  Standards:
 KA1711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1711  -------------------------------------------------------------------
 KA1711  NETWORK    0.31   0.71           0.14   0.11   0.36      0.02842502
 KA1711  -------------------------------------------------------------------
 KA1711  Click here for local accuracies and other accuracy information.
 KA1711
 KA1711.The horizontal coordinates were established by GPS observations
 KA1711.and adjusted by the National Geodetic Survey in June 2012.
 KA1711
 KA1711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1711.been affixed to the stable North American tectonic plate. See 
 KA1711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1711
 KA1711.The horizontal coordinates are valid at the epoch date displayed above
 KA1711.which is a decimal equivalence of Year/Month/Day.
 KA1711
 KA1711.The orthometric height was determined by differential leveling and
 KA1711.adjusted by the NATIONAL GEODETIC SURVEY
 KA1711.in June 1991.
 KA1711
 KA1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1711.GEOID18 height accuracy estimate available here.
 KA1711
 KA1711.Click photographs - Photos may exist for this station.
 KA1711
 KA1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1711
 KA1711.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1711
 KA1711.The ellipsoidal height was determined by GPS observations
 KA1711.and is referenced to NAD 83.
 KA1711
 KA1711.The dynamic height is computed by dividing the NAVD 88
 KA1711.geopotential number by the normal gravity value computed on the
 KA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1711.degrees latitude (g = 980.6199 gals.).
 KA1711
 KA1711.The modeled gravity was interpolated from observed gravity values.
 KA1711
 KA1711. The following values were computed from the NAD 83(2011) position.
 KA1711
 KA1711;                    North         East     Units Scale Factor Converg.
 KA1711;SPC IN W     -   442,211.819   903,399.276   MT  0.99996681   +0 01 29.6
 KA1711;SPC IN W     - 1,450,823.28  2,963,902.46   sFT  0.99996681   +0 01 29.6
 KA1711;UTM  16      - 4,342,482.863   496,205.637   MT  0.99960018   -0 01 40.1
 KA1711
 KA1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1711!SPC IN W     -   0.99997363  x   0.99996681  =   0.99994044
 KA1711!UTM  16      -   0.99997363  x   0.99960018  =   0.99957382
 KA1711
 KA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9620542482(NAD 83)
 KA1711
 KA1711                          SUPERSEDED SURVEY CONTROL
 KA1711
 KA1711  NAD 83(2007)-  39 13 53.88812(N)    087 02 38.26657(W) AD(2002.00) 0
 KA1711  ELLIP H (02/10/07)  168.080  (m)                       GP(2002.00)    
 KA1711  NAD 83(1997)-  39 13 53.88820(N)    087 02 38.26671(W) AD(       ) B
 KA1711  ELLIP H (04/10/98)  168.090  (m)                       GP(       ) 4 1
 KA1711  NAVD 88             200.77   (m)          658.7    (f) LEVELING    3  
 KA1711
 KA1711.Superseded values are not recommended for survey control.
 KA1711
 KA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1711.See file dsdata.pdf to determine how the superseded data were derived.
 KA1711
 KA1711_MARKER: F = FLANGE-ENCASED ROD
 KA1711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1711_STAMPING: M 351 1986
 KA1711_MARK LOGO: NGS
 KA1711_PROJECTION: FLUSH
 KA1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1711+STABILITY: POSITION/ELEVATION WELL
 KA1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1711+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2017
 KA1711_ROD/PIPE-DEPTH: 3.4 meters
 KA1711_SLEEVE-DEPTH  : 3.0 meters
 KA1711
 KA1711  HISTORY     - Date     Condition        Report By
 KA1711  HISTORY     - 1986     MONUMENTED       NGS
 KA1711  HISTORY     - 19970815 GOOD             SEC
 KA1711  HISTORY     - 20080527 GOOD             INDNR
 KA1711  HISTORY     - 20140113 GOOD             INDOT
 KA1711  HISTORY     - 20170313 GOOD             INDOT
 KA1711
 KA1711                          STATION DESCRIPTION
 KA1711
 KA1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1711'11.8 KM (7.35 MI) SE FROM CLAY CITY.
 KA1711'11.4 KM (7.1 FT) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1711'JUNCTION WITH STATE HIGHWAY 59 IN CLAY CITY, THENCE 0.4 KM (0.25 MI)
 KA1711'NORTH ALONG A PAVED STREET, 9.0 M (29.5 FT) EAST OF THE STREET CENTER,
 KA1711'6.5 M (21.3 FT) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER, 6.5 M
 KA1711'(21.3 FT) NORTHWEST OF THE CENTER OF THE WEST ENTRANCE INTO THE COAL
 KA1711'CITY COMMUNITY CHURCH, 4.0 M (13.1 FT) WEST OF THE NORTHWEST CORNER OF
 KA1711'THE CHURCH, AND 3.1 M (10.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 KA1711'LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1711'LOGO CAP.
 KA1711'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KA1711
 KA1711                          STATION RECOVERY (1997)
 KA1711
 KA1711'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1711'THE STATION IS LOCATED 11.8 KM (7.35 MI) SOUTHEAST OF CLAY CITY, IN
 KA1711'COAL CITY.  FROM THE INTERSECTION OF STATE HIGHWAY 157 AND STATE
 KA1711'HIGHWAY 59 IN CLAY CITY, GO 7.1 MILES (11.4 KM) SOUTHEASTERLY ALONG
 KA1711'STATE HIGHWAY 157, THEN TURN LEFT (NORTH) ON A PAVED STREET (COUNTY
 KA1711'ROAD 1495) AND GO 0.25 MILES (0.40 KM) TO THE STATION ON RIGHT.
 KA1711'OWNERSHIP--COAL CITY FITNESS CENTER, BILL MEGENHARDT, PHONE
 KA1711'765-859-4569.  THE STATION IS A STAINLESS STEEL ROD IN SLEEVE UNDER A
 KA1711'5 INCH LOGO CAP SET ABOUT THE SAME LEVEL AS THE STREET.  STATION IS
 KA1711'10.06 METERS (33.01 FT) NORTHWEST OF SOUTHWEST CORNER OF COAL CITY
 KA1711'FITNESS CENTER, 8.84 METERS (29.00 FT) EAST OF THE CENTERLINE OF
 KA1711'COUNTY ROAD 1495, 6.5 METERS (21.3 FT) SOUTHEAST OF A UTILITY POLE
 KA1711'WITH TRANSFORMER, 4.36 METERS (14.30 FT) WEST OF THE NORTHWEST CORNER
 KA1711'OF THE COAL CITY FITNESS CENTER AND 3.05 METERS (10.01 FT) SOUTH OF A
 KA1711'GRAVEL DRIVE LEADING EAST.
 KA1711
 KA1711                          STATION RECOVERY (2008)
 KA1711
 KA1711'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RDN)
 KA1711'14.5 FEET WEST OF THE NORTHWEST CORNER OF COAL FITNESS CENTER,
 KA1711'28.8 FEET EAST OF THE CENTERLINE OF POPLAR STREET,
 KA1711'22.0 FEET SOUTHEAST OF POWER POLE NUMBER 246/709 WITH GUY WIRE,
 KA1711'140 FEET NORTH OF THE CENTERLINE OF FOURTH STREET,
 KA1711'160 FEET SOUTH OF THE CENTERLINE OF THIRD STREET,
 KA1711'14.7 FEET NW OF THE NW CORNER OF THE BOTTOM CONCRETE STEO OF COAL CITY
 KA1711'FITNESS CENTER.
 KA1711
 KA1711                          STATION RECOVERY (2014)
 KA1711
 KA1711'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 KA1711'RECOVERED AS DESCRIBED.
 KA1711
 KA1711                          STATION RECOVERY (2017)
 KA1711
 KA1711'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BK)
 KA1711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1688 ***********************************************************************
 KA1688  DESIGNATION -  M 352
 KA1688  PID         -  KA1688
 KA1688  STATE/COUNTY-  IN/VIGO
 KA1688  COUNTRY     -  US
 KA1688  USGS QUAD   -  SEELYVILLE (2019)
 KA1688
 KA1688                         *CURRENT SURVEY CONTROL
 KA1688  ______________________________________________________________________
 KA1688* NAD 83(2011) POSITION- 39 28 44.60589(N) 087 19 56.42891(W)   NO CHECK
 KA1688* NAD 83(2011) ELLIP HT-   129.626 (meters)        (06/27/12)   NO CHECK
 KA1688* NAD 83(2011) EPOCH   -  2010.00
 KA1688* NAVD 88 ORTHO HEIGHT -   162.410 (meters)      532.84  (feet) ADJUSTED
 KA1688  ______________________________________________________________________
 KA1688  GEOID HEIGHT    -        -32.814 (meters)                     GEOID18
 KA1688  NAD 83(2011) X  -    229,445.026 (meters)                     COMP
 KA1688  NAD 83(2011) Y  - -4,924,442.230 (meters)                     COMP
 KA1688  NAD 83(2011) Z  -  4,033,591.505 (meters)                     COMP
 KA1688  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 KA1688  DYNAMIC HEIGHT  -        162.318 (meters)      532.54  (feet) COMP
 KA1688  MODELED GRAVITY -    980,054.2   (mgal)                       NAVD 88
 KA1688
 KA1688  VERT ORDER      -  FIRST     CLASS II
 KA1688
 KA1688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1688  Standards:
 KA1688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1688  -------------------------------------------------------------------
 KA1688  NETWORK    1.17   3.41           0.53   0.41   1.74      0.02454297
 KA1688  -------------------------------------------------------------------
 KA1688  Click here for local accuracies and other accuracy information.
 KA1688
 KA1688.The horizontal coordinates were established by GPS observations
 KA1688.and adjusted by the National Geodetic Survey in June 2012.
 KA1688
 KA1688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1688.been affixed to the stable North American tectonic plate. See 
 KA1688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1688
 KA1688.The horizontal coordinates are valid at the epoch date displayed above
 KA1688.which is a decimal equivalence of Year/Month/Day.
 KA1688
 KA1688.No horizontal observational check was made to the station.
 KA1688
 KA1688.The orthometric height was determined by differential leveling and
 KA1688.adjusted by the NATIONAL GEODETIC SURVEY
 KA1688.in June 1991.
 KA1688
 KA1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1688.GEOID18 height accuracy estimate available here.
 KA1688
 KA1688.Click photographs - Photos may exist for this station.
 KA1688
 KA1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1688
 KA1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1688
 KA1688.The ellipsoidal height was determined by GPS observations
 KA1688.and is referenced to NAD 83.
 KA1688
 KA1688.The dynamic height is computed by dividing the NAVD 88
 KA1688.geopotential number by the normal gravity value computed on the
 KA1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1688.degrees latitude (g = 980.6199 gals.).
 KA1688
 KA1688.The modeled gravity was interpolated from observed gravity values.
 KA1688
 KA1688. The following values were computed from the NAD 83(2011) position.
 KA1688
 KA1688;                    North         East     Units Scale Factor Converg.
 KA1688;SPC IN W     -   469,709.075   878,576.243   MT  0.99997232   -0 09 29.9
 KA1688;SPC IN W     - 1,541,037.19  2,882,462.22   sFT  0.99997232   -0 09 29.9
 KA1688;UTM  16      - 4,369,992.972   471,417.013   MT  0.99961006   -0 12 40.7
 KA1688
 KA1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1688!SPC IN W     -   0.99997966  x   0.99997232  =   0.99995198
 KA1688!UTM  16      -   0.99997966  x   0.99961006  =   0.99958973
 KA1688
 KA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7141769992(NAD 83)
 KA1688
 KA1688                          SUPERSEDED SURVEY CONTROL
 KA1688
 KA1688  NAD 83(2007)-  39 28 44.60597(N)    087 19 56.43001(W) AD(2002.00) 0
 KA1688  ELLIP H (02/10/07)  129.650  (m)                       GP(2002.00)    
 KA1688  NAD 83(1997)-  39 28 44.60601(N)    087 19 56.42992(W) AD(       ) 1
 KA1688  ELLIP H (11/27/02)  129.663  (m)                       GP(       ) 4 1
 KA1688  NAD 83(1997)-  39 28 44.60595(N)    087 19 56.42998(W) AD(       ) 1
 KA1688  ELLIP H (03/18/02)  129.669  (m)                       GP(       ) 4 1
 KA1688  NAVD 88             162.41   (m)          532.8    (f) LEVELING    3  
 KA1688
 KA1688.Superseded values are not recommended for survey control.
 KA1688
 KA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1688.See file dsdata.pdf to determine how the superseded data were derived.
 KA1688
 KA1688_MARKER: F = FLANGE-ENCASED ROD
 KA1688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1688_STAMPING: M 352 1985
 KA1688_MARK LOGO: NGS
 KA1688_PROJECTION: RECESSED 5 CENTIMETERS
 KA1688_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1688+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 KA1688_ROD/PIPE-DEPTH: 13.7 meters
 KA1688
 KA1688  HISTORY     - Date     Condition        Report By
 KA1688  HISTORY     - 1985     MONUMENTED       NGS
 KA1688  HISTORY     - 20010501 GOOD             WOOLPT
 KA1688  HISTORY     - 20100930 GOOD             PB
 KA1688  HISTORY     - 20161019 GOOD             PICI
 KA1688
 KA1688                          STATION DESCRIPTION
 KA1688
 KA1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1688'7.4 KM (4.6 MI) NE FROM TERRE HAUTE.
 KA1688'7.4 KM (4.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE
 KA1688'COURTHOUSE IN TERRE HAUTE, 37.8 M (124.0 FT) EAST OF THE EXTENDED
 KA1688'CENTER OF THE WEST BOUND LANES OF STATE HIGHWAY 46, 11.5 M (37.7 FT)
 KA1688'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND
 KA1688'1.4 M (4.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 KA1688'HAD THROUGH A 5-INCH LOGO CAP.
 KA1688'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KA1688
 KA1688                          STATION RECOVERY (2001)
 KA1688
 KA1688'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KA1688'RECOVERED AS DESCRIBED.
 KA1688
 KA1688                          STATION RECOVERY (2010)
 KA1688
 KA1688'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1688'RECOVERED IN GOOD CONDITION.
 KA1688
 KA1688                          STATION RECOVERY (2016)
 KA1688
 KA1688'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2016 (ER)
 KA1688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1706 ***********************************************************************
 KA1706  DESIGNATION -  M 353
 KA1706  PID         -  KA1706
 KA1706  STATE/COUNTY-  IN/CLAY
 KA1706  COUNTRY     -  US
 KA1706  USGS QUAD   -  CLAY CITY (2019)
 KA1706
 KA1706                         *CURRENT SURVEY CONTROL
 KA1706  ______________________________________________________________________
 KA1706* NAD 83(1986) POSITION- 39 18 42.     (N) 087 06 36.     (W)   SCALED
 KA1706* NAVD 88 ORTHO HEIGHT -   168.066 (meters)      551.40  (feet) ADJUSTED
 KA1706  ______________________________________________________________________
 KA1706  GEOID HEIGHT    -        -32.743 (meters)                     GEOID18
 KA1706  DYNAMIC HEIGHT  -        167.968 (meters)      551.08  (feet) COMP
 KA1706  MODELED GRAVITY -    980,044.1   (mgal)                       NAVD 88
 KA1706
 KA1706  VERT ORDER      -  FIRST     CLASS II
 KA1706
 KA1706.The horizontal coordinates were scaled from a map and have
 KA1706.an estimated accuracy of +/- 6 seconds.
 KA1706
 KA1706.The orthometric height was determined by differential leveling and
 KA1706.adjusted by the NATIONAL GEODETIC SURVEY
 KA1706.in June 1991.
 KA1706
 KA1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1706.GEOID18 height accuracy estimate available here.
 KA1706
 KA1706.Click photographs - Photos may exist for this station.
 KA1706
 KA1706.The dynamic height is computed by dividing the NAVD 88
 KA1706.geopotential number by the normal gravity value computed on the
 KA1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1706.degrees latitude (g = 980.6199 gals.).
 KA1706
 KA1706.The modeled gravity was interpolated from observed gravity values.
 KA1706
 KA1706;                    North         East    Units  Estimated Accuracy
 KA1706;SPC IN W     -   451,100.      897,700.      MT  (+/- 180 meters Scaled)
 KA1706
 KA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905513(NAD 83)
 KA1706
 KA1706                          SUPERSEDED SURVEY CONTROL
 KA1706
 KA1706.No superseded survey control is available for this station.
 KA1706
 KA1706_MARKER: DV = VERTICAL CONTROL DISK
 KA1706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1706_SP_SET: BRIDGE ABUTMENT
 KA1706_STAMPING: M 353 1985
 KA1706_MARK LOGO: NGS
 KA1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1706
 KA1706  HISTORY     - Date     Condition        Report By
 KA1706  HISTORY     - 1985     MONUMENTED       NGS
 KA1706
 KA1706                          STATION DESCRIPTION
 KA1706
 KA1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1706'3.9 KM (2.4 MI) NORTH FROM CLAY CITY.
 KA1706'3.9 KM (2.4 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION
 KA1706'WITH STATE HIGHWAY 157 IN CLAY CITY, IN TOP OF AND 0.06 M (0.2 FT)
 KA1706'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 KA1706'BRIDGE SPANNING CONNELEY DITCH, AND 5.2 M (17.1 FT) WEST OF THE
 KA1706'CENTERLINE OF THE HIGHWAY.
 KA1706'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1620 ***********************************************************************
 JA1620  DESIGNATION -  M 354
 JA1620  PID         -  JA1620
 JA1620  STATE/COUNTY-  IN/DAVIESS
 JA1620  COUNTRY     -  US
 JA1620  USGS QUAD   -  PLAINVILLE (2019)
 JA1620
 JA1620                         *CURRENT SURVEY CONTROL
 JA1620  ______________________________________________________________________
 JA1620* NAD 83(1986) POSITION- 38 49 05.6    (N) 087 08 25.4    (W)   HD_HELD2
 JA1620* NAVD 88 ORTHO HEIGHT -   143.334 (meters)      470.26  (feet) ADJUSTED
 JA1620  ______________________________________________________________________
 JA1620  GEOID HEIGHT    -        -32.480 (meters)                     GEOID18
 JA1620  DYNAMIC HEIGHT  -        143.245 (meters)      469.96  (feet) COMP
 JA1620  MODELED GRAVITY -    980,005.1   (mgal)                       NAVD 88
 JA1620
 JA1620  VERT ORDER      -  FIRST     CLASS II
 JA1620
 JA1620.The horizontal coordinates were established by autonomous hand held GPS
 JA1620.observations and have an estimated accuracy of +/- 10 meters.
 JA1620
 JA1620.The orthometric height was determined by differential leveling and
 JA1620.adjusted by the NATIONAL GEODETIC SURVEY
 JA1620.in June 1991.
 JA1620
 JA1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1620.GEOID18 height accuracy estimate available here.
 JA1620
 JA1620.Click photographs - Photos may exist for this station.
 JA1620
 JA1620.The dynamic height is computed by dividing the NAVD 88
 JA1620.geopotential number by the normal gravity value computed on the
 JA1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1620.degrees latitude (g = 980.6199 gals.).
 JA1620
 JA1620.The modeled gravity was interpolated from observed gravity values.
 JA1620
 JA1620;                    North         East    Units  Estimated Accuracy
 JA1620;SPC IN W     -   396,319.      895,045.      MT  (+/- 10 meters HH2 GPS)
 JA1620
 JA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8781296614(NAD 83)
 JA1620
 JA1620                          SUPERSEDED SURVEY CONTROL
 JA1620
 JA1620.No superseded survey control is available for this station.
 JA1620
 JA1620_MARKER: I = METAL ROD
 JA1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1620_STAMPING: M 354 1985
 JA1620_MARK LOGO: NGS
 JA1620_PROJECTION: FLUSH
 JA1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1620+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2010
 JA1620_ROD/PIPE-DEPTH: 10.4 meters
 JA1620
 JA1620  HISTORY     - Date     Condition        Report By
 JA1620  HISTORY     - 1985     MONUMENTED       NGS
 JA1620  HISTORY     - 20090506 GOOD             GEOCAC
 JA1620  HISTORY     - 20100919 GOOD             PB
 JA1620
 JA1620                          STATION DESCRIPTION
 JA1620
 JA1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1620'19.8 KM (12.3 MI) NE FROM WASHINGTON.
 JA1620'19.8 KM (12.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1620'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 80.5 M (264.1 FT) WEST OF
 JA1620'THE CENTERLINE OF THE HIGHWAY, 24.6 M (80.7 FT) SOUTHEAST OF THE
 JA1620'SOUTHEAST CORNER OF A TIN SHED, 23.9 M (78.4 FT) SOUTH OF THE
 JA1620'SOUTHWEST CORNER OF A BRICK HOUSE, 10.0 M (32.8 FT) SOUTH OF UTILITY
 JA1620'POLE NUMBER TZA-89, AND 5.0 M (16.4 FT) SOUTH OF THE CENTER OF A
 JA1620'GRAVELED ROAD LEADING WEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1620'THROUGH A 5-INCH LOGO CAP.
 JA1620'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1620'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1620
 JA1620                          STATION RECOVERY (2009)
 JA1620
 JA1620'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1620'RECOVERED IN GOOD CONDITION.
 JA1620
 JA1620                          STATION RECOVERY (2010)
 JA1620
 JA1620'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 JA1620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1635 ***********************************************************************
 KA1635  DESIGNATION -  M 355
 KA1635  PID         -  KA1635
 KA1635  STATE/COUNTY-  IN/MARION
 KA1635  COUNTRY     -  US
 KA1635  USGS QUAD   -  BEECH GROVE (2019)
 KA1635
 KA1635                         *CURRENT SURVEY CONTROL
 KA1635  ______________________________________________________________________
 KA1635* NAD 83(1986) POSITION- 39 43 55.     (N) 086 02 42.     (W)   SCALED
 KA1635* NAVD 88 ORTHO HEIGHT -   265.666 (meters)      871.61  (feet) ADJUSTED
 KA1635  ______________________________________________________________________
 KA1635  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 KA1635  DYNAMIC HEIGHT  -        265.515 (meters)      871.11  (feet) COMP
 KA1635  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 KA1635
 KA1635  VERT ORDER      -  FIRST     CLASS II
 KA1635
 KA1635.The horizontal coordinates were scaled from a map and have
 KA1635.an estimated accuracy of +/- 6 seconds.
 KA1635
 KA1635.The orthometric height was determined by differential leveling and
 KA1635.adjusted by the NATIONAL GEODETIC SURVEY
 KA1635.in June 1991.
 KA1635
 KA1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1635.GEOID18 height accuracy estimate available here.
 KA1635
 KA1635.Click photographs - Photos may exist for this station.
 KA1635
 KA1635.The dynamic height is computed by dividing the NAVD 88
 KA1635.geopotential number by the normal gravity value computed on the
 KA1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1635.degrees latitude (g = 980.6199 gals.).
 KA1635
 KA1635.The modeled gravity was interpolated from observed gravity values.
 KA1635
 KA1635;                    North         East    Units  Estimated Accuracy
 KA1635;SPC IN E     -   497,820.       67,570.      MT  (+/- 180 meters Scaled)
 KA1635
 KA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ818984(NAD 83)
 KA1635
 KA1635                          SUPERSEDED SURVEY CONTROL
 KA1635
 KA1635.No superseded survey control is available for this station.
 KA1635
 KA1635_MARKER: DV = VERTICAL CONTROL DISK
 KA1635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1635_SP_SET: BRIDGE ABUTMENT
 KA1635_STAMPING: M 355 1986
 KA1635_MARK LOGO: NGS
 KA1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1635
 KA1635  HISTORY     - Date     Condition        Report By
 KA1635  HISTORY     - 1986     MONUMENTED       NGS
 KA1635
 KA1635                          STATION DESCRIPTION
 KA1635
 KA1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1635'IN INDIANAPOLIS.
 KA1635'IN INDIANAPOLIS, AT THE JUNCTION OF INTERSTATE HIGHWAY 74 AND
 KA1635'INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, IN TOP OF AND 0.1 M
 KA1635'(0.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 KA1635'WEST BOUND INTERSTATE HIGHWAY 74 OVERPASS OF INTERSTATE HIGHWAY 465,
 KA1635'24.7 M (81.0 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 KA1635'INTERSTATE HIGHWAY 465, AND 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF
 KA1635'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 74.
 KA1635'THE MARK IS 1.0 M BELOW INTERSTATE HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1599 ***********************************************************************
 JA1599  DESIGNATION -  M 356
 JA1599  PID         -  JA1599
 JA1599  STATE/COUNTY-  IN/GIBSON
 JA1599  COUNTRY     -  US
 JA1599  USGS QUAD   -  ELBERFELD (2019)
 JA1599
 JA1599                         *CURRENT SURVEY CONTROL
 JA1599  ______________________________________________________________________
 JA1599* NAD 83(1986) POSITION- 38 09 56.     (N) 087 28 17.     (W)   SCALED
 JA1599* NAVD 88 ORTHO HEIGHT -   134.930 (meters)      442.68  (feet) ADJUSTED
 JA1599  ______________________________________________________________________
 JA1599  GEOID HEIGHT    -        -31.378 (meters)                     GEOID18
 JA1599  DYNAMIC HEIGHT  -        134.839 (meters)      442.38  (feet) COMP
 JA1599  MODELED GRAVITY -    979,950.6   (mgal)                       NAVD 88
 JA1599
 JA1599  VERT ORDER      -  FIRST     CLASS II
 JA1599
 JA1599.The horizontal coordinates were scaled from a map and have
 JA1599.an estimated accuracy of +/- 6 seconds.
 JA1599
 JA1599.The orthometric height was determined by differential leveling and
 JA1599.adjusted by the NATIONAL GEODETIC SURVEY
 JA1599.in June 1991.
 JA1599
 JA1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1599.GEOID18 height accuracy estimate available here.
 JA1599
 JA1599.Click photographs - Photos may exist for this station.
 JA1599
 JA1599.The dynamic height is computed by dividing the NAVD 88
 JA1599.geopotential number by the normal gravity value computed on the
 JA1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1599.degrees latitude (g = 980.6199 gals.).
 JA1599
 JA1599.The modeled gravity was interpolated from observed gravity values.
 JA1599
 JA1599;                    North         East    Units  Estimated Accuracy
 JA1599;SPC IN W     -   323,940.      865,990.      MT  (+/- 180 meters Scaled)
 JA1599
 JA1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH587242(NAD 83)
 JA1599
 JA1599                          SUPERSEDED SURVEY CONTROL
 JA1599
 JA1599.No superseded survey control is available for this station.
 JA1599
 JA1599_MARKER: I = METAL ROD
 JA1599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1599+WITH SETTING: INFORMATION.
 JA1599_STAMPING: M 356 1986
 JA1599_MARK LOGO: NGS
 JA1599_PROJECTION: FLUSH
 JA1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1599_ROD/PIPE-DEPTH: 2.1 meters
 JA1599
 JA1599  HISTORY     - Date     Condition        Report By
 JA1599  HISTORY     - 1986     MONUMENTED       NGS
 JA1599  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA1599
 JA1599                          STATION DESCRIPTION
 JA1599
 JA1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1599'24.5 KM (15.2 MI) SOUTH FROM OAKLAND CITY.
 JA1599'24.5 KM (15.85 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1599'WITH STATE HIGHWAY 357 IN OAKLAND CITY, OR 8.3 KM (5.15 MI) NORTHERLY
 JA1599'ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE HIGHWAY 66 IN
 JA1599'EVANSVILLE, THENCE 16.1 KM (10.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY
 JA1599'57, 70.1 M (230.0 FT) WEST OF THE HIGHWAY CENTER, 27.1 M (88.9 FT)
 JA1599'WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A HOUSE, 7.4 M
 JA1599'(24.3 FT) NORTH OF THE CENTER OF COUNTY ROAD 1300 SOUTH, AND 1.0 M
 JA1599'(3.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1599'THROUGH A 5-INCH LOGO CAP.
 JA1599'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1599'THE MARK IS 0.3 M BELOW THE ROAD.
 JA1599
 JA1599                          STATION RECOVERY (2022)
 JA1599
 JA1599'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1599'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2841 ***********************************************************************
 JZ2841  DESIGNATION -  M 357
 JZ2841  PID         -  JZ2841
 JZ2841  STATE/COUNTY-  IN/SHELBY
 JZ2841  COUNTRY     -  US
 JZ2841  USGS QUAD   -  WALDRON (2019)
 JZ2841
 JZ2841                         *CURRENT SURVEY CONTROL
 JZ2841  ______________________________________________________________________
 JZ2841* NAD 83(1986) POSITION- 39 29 49.     (N) 085 41 35.     (W)   SCALED
 JZ2841* NAVD 88 ORTHO HEIGHT -   260.007 (meters)      853.04  (feet) ADJUSTED
 JZ2841  ______________________________________________________________________
 JZ2841  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 JZ2841  DYNAMIC HEIGHT  -        259.852 (meters)      852.53  (feet) COMP
 JZ2841  MODELED GRAVITY -    980,024.1   (mgal)                       NAVD 88
 JZ2841
 JZ2841  VERT ORDER      -  FIRST     CLASS II
 JZ2841
 JZ2841.The horizontal coordinates were scaled from a map and have
 JZ2841.an estimated accuracy of +/- 6 seconds.
 JZ2841
 JZ2841.The orthometric height was determined by differential leveling and
 JZ2841.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2841.in June 1991.
 JZ2841
 JZ2841.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2841.GEOID18 height accuracy estimate available here.
 JZ2841
 JZ2841.Click photographs - Photos may exist for this station.
 JZ2841
 JZ2841.The dynamic height is computed by dividing the NAVD 88
 JZ2841.geopotential number by the normal gravity value computed on the
 JZ2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2841.degrees latitude (g = 980.6199 gals.).
 JZ2841
 JZ2841.The modeled gravity was interpolated from observed gravity values.
 JZ2841
 JZ2841;                    North         East    Units  Estimated Accuracy
 JZ2841;SPC IN E     -   471,670.       97,730.      MT  (+/- 180 meters Scaled)
 JZ2841
 JZ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ123727(NAD 83)
 JZ2841
 JZ2841                          SUPERSEDED SURVEY CONTROL
 JZ2841
 JZ2841.No superseded survey control is available for this station.
 JZ2841
 JZ2841_MARKER: DV = VERTICAL CONTROL DISK
 JZ2841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2841_SP_SET: BRIDGE ABUTMENT
 JZ2841_STAMPING: M 357 1986
 JZ2841_MARK LOGO: NGS
 JZ2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2841
 JZ2841  HISTORY     - Date     Condition        Report By
 JZ2841  HISTORY     - 1986     MONUMENTED       NGS
 JZ2841
 JZ2841                          STATION DESCRIPTION
 JZ2841
 JZ2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2841'4.9 KM (3.05 MI) SE FROM SHELBYVILLE.
 JZ2841'4.9 KM (3.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2841'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, IN TOP OF AND 0.5 M
 JZ2841'(1.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT
 JZ2841'OF STATE HIGHWAY 244 OVERPASS OF THE INTERSTATE HIGHWAY, AND 18.5 M
 JZ2841'(60.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 JZ2841'THE INTERSTATE HIGHWAY.
 JZ2841'THE MARK IS 1.1 M BELOW THE STATE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2815 ***********************************************************************
 JZ2815  DESIGNATION -  M 358
 JZ2815  PID         -  JZ2815
 JZ2815  STATE/COUNTY-  IN/RIPLEY
 JZ2815  COUNTRY     -  US
 JZ2815  USGS QUAD   -  BATESVILLE (2019)
 JZ2815
 JZ2815                         *CURRENT SURVEY CONTROL
 JZ2815  ______________________________________________________________________
 JZ2815* NAD 83(1986) POSITION- 39 18 28.     (N) 085 13 00.     (W)   SCALED
 JZ2815* NAVD 88 ORTHO HEIGHT -   287.889 (meters)      944.52  (feet) ADJUSTED
 JZ2815  ______________________________________________________________________
 JZ2815  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ2815  DYNAMIC HEIGHT  -        287.710 (meters)      943.93  (feet) COMP
 JZ2815  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 JZ2815
 JZ2815  VERT ORDER      -  FIRST     CLASS II
 JZ2815
 JZ2815.The horizontal coordinates were scaled from a map and have
 JZ2815.an estimated accuracy of +/- 6 seconds.
 JZ2815
 JZ2815.The orthometric height was determined by differential leveling and
 JZ2815.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2815.in June 1991.
 JZ2815
 JZ2815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2815.GEOID18 height accuracy estimate available here.
 JZ2815
 JZ2815.Click photographs - Photos may exist for this station.
 JZ2815
 JZ2815.The dynamic height is computed by dividing the NAVD 88
 JZ2815.geopotential number by the normal gravity value computed on the
 JZ2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2815.degrees latitude (g = 980.6199 gals.).
 JZ2815
 JZ2815.The modeled gravity was interpolated from observed gravity values.
 JZ2815
 JZ2815;                    North         East    Units  Estimated Accuracy
 JZ2815;SPC IN E     -   450,760.      138,810.      MT  (+/- 180 meters Scaled)
 JZ2815
 JZ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ537524(NAD 83)
 JZ2815
 JZ2815                          SUPERSEDED SURVEY CONTROL
 JZ2815
 JZ2815.No superseded survey control is available for this station.
 JZ2815
 JZ2815_MARKER: DV = VERTICAL CONTROL DISK
 JZ2815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2815_SP_SET: PIER
 JZ2815_STAMPING: M 358 1986
 JZ2815_MARK LOGO: NGS
 JZ2815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2815+STABILITY: POSITION/ELEVATION WELL
 JZ2815
 JZ2815  HISTORY     - Date     Condition        Report By
 JZ2815  HISTORY     - 1986     MONUMENTED       NGS
 JZ2815  HISTORY     - 20030720 GOOD             SURVFI
 JZ2815  HISTORY     - 20230307 MARK NOT FOUND   INDOT
 JZ2815
 JZ2815                          STATION DESCRIPTION
 JZ2815
 JZ2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2815'IN BATESVILLE.
 JZ2815'IN BATESVILLE, AT THE INTERSECTION OF STATE HIGHWAY 229 AND INTERSTATE
 JZ2815'HIGHWAY 74, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 JZ2815'SOUTHEASTERLY 1 OF 6 COLUMNS OF THE FIRST PIER NORTHEAST OF THE
 JZ2815'SOUTHWEST ABUTMENT OF THE STATE HIGHWAY OVERPASS OF THE INTERSTATE
 JZ2815'HIGHWAY, 9.8 M (32.2 FT) SOUTHEAST OF THE CENTER OF THE STATE HIGHWAY,
 JZ2815'AND 7.1 M (23.3 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 JZ2815'LANES OF THE INTERSTATE HIGHWAY.
 JZ2815'THE MARK IS 1.3 M ABOVE THE GROUND.
 JZ2815
 JZ2815                          STATION RECOVERY (2003)
 JZ2815
 JZ2815'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ2815'RECOVERED IN GOOD CONDITION.
 JZ2815
 JZ2815                          STATION RECOVERY (2023)
 JZ2815
 JZ2815'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2815'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2800 ***********************************************************************
 JZ2800  DESIGNATION -  M 359
 JZ2800  PID         -  JZ2800
 JZ2800  STATE/COUNTY-  IN/DEARBORN
 JZ2800  COUNTRY     -  US
 JZ2800  USGS QUAD   -  GUILFORD (2019)
 JZ2800
 JZ2800                         *CURRENT SURVEY CONTROL
 JZ2800  ______________________________________________________________________
 JZ2800* NAD 83(1986) POSITION- 39 12 59.     (N) 084 56 18.     (W)   SCALED
 JZ2800* NAVD 88 ORTHO HEIGHT -   261.947 (meters)      859.40  (feet) ADJUSTED
 JZ2800  ______________________________________________________________________
 JZ2800  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 JZ2800  DYNAMIC HEIGHT  -        261.784 (meters)      858.87  (feet) COMP
 JZ2800  MODELED GRAVITY -    979,996.6   (mgal)                       NAVD 88
 JZ2800
 JZ2800  VERT ORDER      -  FIRST     CLASS II
 JZ2800
 JZ2800.The horizontal coordinates were scaled from a map and have
 JZ2800.an estimated accuracy of +/- 6 seconds.
 JZ2800
 JZ2800.The orthometric height was determined by differential leveling and
 JZ2800.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2800.in June 1991.
 JZ2800
 JZ2800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2800.GEOID18 height accuracy estimate available here.
 JZ2800
 JZ2800.Click photographs - Photos may exist for this station.
 JZ2800
 JZ2800.The dynamic height is computed by dividing the NAVD 88
 JZ2800.geopotential number by the normal gravity value computed on the
 JZ2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2800.degrees latitude (g = 980.6199 gals.).
 JZ2800
 JZ2800.The modeled gravity was interpolated from observed gravity values.
 JZ2800
 JZ2800;                    North         East    Units  Estimated Accuracy
 JZ2800;SPC IN E     -   440,770.      162,900.      MT  (+/- 180 meters Scaled)
 JZ2800
 JZ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779428(NAD 83)
 JZ2800
 JZ2800                          SUPERSEDED SURVEY CONTROL
 JZ2800
 JZ2800.No superseded survey control is available for this station.
 JZ2800
 JZ2800_MARKER: I = METAL ROD
 JZ2800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2800_STAMPING: M 359 1986
 JZ2800_MARK LOGO: NGS
 JZ2800_PROJECTION: FLUSH
 JZ2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2800_ROD/PIPE-DEPTH: 4.0 meters
 JZ2800
 JZ2800  HISTORY     - Date     Condition        Report By
 JZ2800  HISTORY     - 1986     MONUMENTED       NGS
 JZ2800  HISTORY     - 20060604 GOOD             GEOCAC
 JZ2800
 JZ2800                          STATION DESCRIPTION
 JZ2800
 JZ2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2800'19.0 KM (11.8 MI) NORTH FROM LAWRENCEBURG.
 JZ2800'19.0 KM (11.8 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2800'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 8.7 M (28.5 FT) SOUTHWEST OF THE
 JZ2800'CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF A UTILITY
 JZ2800'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JZ2800'5-INCH LOGO CAP.
 JZ2800'THE MARK IS 1.5 METERS  NE FROM  A WITNESS POST AND FENCE
 JZ2800'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JZ2800
 JZ2800                          STATION RECOVERY (2006)
 JZ2800
 JZ2800'RECOVERY NOTE BY GEOCACHING 2006
 JZ2800'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1732 ***********************************************************************
 KA1732  DESIGNATION -  M 360
 KA1732  PID         -  KA1732
 KA1732  STATE/COUNTY-  IN/VIGO
 KA1732  COUNTRY     -  US
 KA1732  USGS QUAD   -  NEW GOSHEN (2019)
 KA1732
 KA1732                         *CURRENT SURVEY CONTROL
 KA1732  ______________________________________________________________________
 KA1732* NAD 83(1986) POSITION- 39 35 25.     (N) 087 26 14.     (W)   SCALED
 KA1732* NAVD 88 ORTHO HEIGHT -   179.778 (meters)      589.82  (feet) ADJUSTED
 KA1732  ______________________________________________________________________
 KA1732  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 KA1732  DYNAMIC HEIGHT  -        179.677 (meters)      589.49  (feet) COMP
 KA1732  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 KA1732
 KA1732  VERT ORDER      -  FIRST     CLASS II
 KA1732
 KA1732.The horizontal coordinates were scaled from a map and have
 KA1732.an estimated accuracy of +/- 6 seconds.
 KA1732
 KA1732.The orthometric height was determined by differential leveling and
 KA1732.adjusted by the NATIONAL GEODETIC SURVEY
 KA1732.in June 1991.
 KA1732
 KA1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1732.GEOID18 height accuracy estimate available here.
 KA1732
 KA1732.Click photographs - Photos may exist for this station.
 KA1732
 KA1732.The dynamic height is computed by dividing the NAVD 88
 KA1732.geopotential number by the normal gravity value computed on the
 KA1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1732.degrees latitude (g = 980.6199 gals.).
 KA1732
 KA1732.The modeled gravity was interpolated from observed gravity values.
 KA1732
 KA1732;                    North         East    Units  Estimated Accuracy
 KA1732;SPC IN W     -   482,090.      869,600.      MT  (+/- 180 meters Scaled)
 KA1732
 KA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624823(NAD 83)
 KA1732
 KA1732                          SUPERSEDED SURVEY CONTROL
 KA1732
 KA1732.No superseded survey control is available for this station.
 KA1732
 KA1732_MARKER: I = METAL ROD
 KA1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1732_STAMPING: M 360 1986
 KA1732_MARK LOGO: NGS
 KA1732_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1732+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 KA1732_ROD/PIPE-DEPTH: 13.1 meters
 KA1732
 KA1732  HISTORY     - Date     Condition        Report By
 KA1732  HISTORY     - 1986     MONUMENTED       NGS
 KA1732  HISTORY     - 20100513 GOOD             AEROME
 KA1732
 KA1732                          STATION DESCRIPTION
 KA1732
 KA1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1732'7.6 KM (4.7 MI) SOUTH FROM CLINTON.
 KA1732'7.6 KM (4.7 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1732'WITH STATE HIGHWAY 163 IN CLINTON, 1.2 KM (0.75 MI) SOUTH OF THE
 KA1732'INTERSECTION OF WEST ROAD LEADING EAST TO SHEPARDSVILLE, 74.1 M (243.1
 KA1732'FT) NORTH OF THE CENTER OF NORTH ROAD, 18.8 M (61.7 FT) EAST OF THE
 KA1732'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 14.2 M (46.6
 KA1732'FT) SOUTH OF A LONE COTTONWOOD TREE.  NOTE--ACCESS TO DATUM POINT IS
 KA1732'HAD THROUGH A 5-INCH LOGO CAP.
 KA1732'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 KA1732'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KA1732
 KA1732                          STATION RECOVERY (2010)
 KA1732
 KA1732'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 KA1732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1758 ***********************************************************************
 KA1758  DESIGNATION -  M 361
 KA1758  PID         -  KA1758
 KA1758  STATE/COUNTY-  IN/VERMILLION
 KA1758  COUNTRY     -  US
 KA1758  USGS QUAD   -  NEWPORT (2019)
 KA1758
 KA1758                         *CURRENT SURVEY CONTROL
 KA1758  ______________________________________________________________________
 KA1758* NAD 83(1986) POSITION- 39 56 22.     (N) 087 27 13.     (W)   SCALED
 KA1758* NAVD 88 ORTHO HEIGHT -   154.677 (meters)      507.47  (feet) ADJUSTED
 KA1758  ______________________________________________________________________
 KA1758  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 KA1758  DYNAMIC HEIGHT  -        154.595 (meters)      507.20  (feet) COMP
 KA1758  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 KA1758
 KA1758  VERT ORDER      -  FIRST     CLASS II
 KA1758
 KA1758.The horizontal coordinates were scaled from a map and have
 KA1758.an estimated accuracy of +/- 6 seconds.
 KA1758
 KA1758.The orthometric height was determined by differential leveling and
 KA1758.adjusted by the NATIONAL GEODETIC SURVEY
 KA1758.in June 1991.
 KA1758
 KA1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1758.GEOID18 height accuracy estimate available here.
 KA1758
 KA1758.Click photographs - Photos may exist for this station.
 KA1758
 KA1758.The dynamic height is computed by dividing the NAVD 88
 KA1758.geopotential number by the normal gravity value computed on the
 KA1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1758.degrees latitude (g = 980.6199 gals.).
 KA1758
 KA1758.The modeled gravity was interpolated from observed gravity values.
 KA1758
 KA1758;                    North         East    Units  Estimated Accuracy
 KA1758;SPC IN W     -   520,860.      868,350.      MT  (+/- 180 meters Scaled)
 KA1758
 KA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK612211(NAD 83)
 KA1758
 KA1758                          SUPERSEDED SURVEY CONTROL
 KA1758
 KA1758.No superseded survey control is available for this station.
 KA1758
 KA1758_MARKER: I = METAL ROD
 KA1758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1758_STAMPING: M 361 1986
 KA1758_MARK LOGO: NGS
 KA1758_PROJECTION: PROJECTING 2 CENTIMETERS
 KA1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1758_ROD/PIPE-DEPTH: 7.0 meters
 KA1758
 KA1758  HISTORY     - Date     Condition        Report By
 KA1758  HISTORY     - 1986     MONUMENTED       NGS
 KA1758  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1758
 KA1758                          STATION DESCRIPTION
 KA1758
 KA1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1758'1.5 KM (0.95 MI) SOUTH FROM CAYUGA.
 KA1758'1.5 KM (0.95 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1758'WITH STATE HIGHWAY 234 IN CAYUGA, 0.6 KM (0.35 MI) NORTHWEST OF THE
 KA1758'INTERSECTION OF COUNTY ROAD 350 N, 30.2 M (99.1 FT) EAST OF THE
 KA1758'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 15.7 M (51.5 FT)
 KA1758'SOUTH OF A FENCE BRACE POST, AND 1.2 M (3.9 FT) SOUTHWEST OF A STEEL
 KA1758'T-BAR FENCE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1758'LOGO CAP.
 KA1758'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KA1758'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KA1758
 KA1758                          STATION RECOVERY (2005)
 KA1758
 KA1758'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1758'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3378 ***********************************************************************
 ME3378  DESIGNATION -  M 367
 ME3378  PID         -  ME3378
 ME3378  STATE/COUNTY-  IN/LAKE
 ME3378  COUNTRY     -  US
 ME3378  USGS QUAD   -  GARY (2019)
 ME3378
 ME3378                         *CURRENT SURVEY CONTROL
 ME3378  ______________________________________________________________________
 ME3378* NAD 83(1986) POSITION- 41 34 03.     (N) 087 18 44.     (W)   SCALED
 ME3378* NAVD 88 ORTHO HEIGHT -   184.697 (meters)      605.96  (feet) ADJUSTED
 ME3378  ______________________________________________________________________
 ME3378  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME3378  DYNAMIC HEIGHT  -        184.627 (meters)      605.73  (feet) COMP
 ME3378  MODELED GRAVITY -    980,243.7   (mgal)                       NAVD 88
 ME3378
 ME3378  VERT ORDER      -  FIRST     CLASS II
 ME3378
 ME3378.The horizontal coordinates were scaled from a map and have
 ME3378.an estimated accuracy of +/- 6 seconds.
 ME3378
 ME3378.The orthometric height was determined by differential leveling and
 ME3378.adjusted by the NATIONAL GEODETIC SURVEY
 ME3378.in April 1995.
 ME3378
 ME3378.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3378.GEOID18 height accuracy estimate available here.
 ME3378
 ME3378.Click photographs - Photos may exist for this station.
 ME3378
 ME3378.The dynamic height is computed by dividing the NAVD 88
 ME3378.geopotential number by the normal gravity value computed on the
 ME3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3378.degrees latitude (g = 980.6199 gals.).
 ME3378
 ME3378.The modeled gravity was interpolated from observed gravity values.
 ME3378
 ME3378;                    North         East    Units  Estimated Accuracy
 ME3378;SPC IN W     -   701,610.      880,910.      MT  (+/- 180 meters Scaled)
 ME3378
 ME3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM739018(NAD 83)
 ME3378
 ME3378                          SUPERSEDED SURVEY CONTROL
 ME3378
 ME3378  NGVD 29 (01/19/93)  184.797  (m)          606.29   (f) ADJUSTED    1 2
 ME3378
 ME3378.Superseded values are not recommended for survey control.
 ME3378
 ME3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3378.See file dsdata.pdf to determine how the superseded data were derived.
 ME3378
 ME3378_MARKER: DV = VERTICAL CONTROL DISK
 ME3378_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3378_SP_SET: PIER
 ME3378_STAMPING: M 367 1992
 ME3378_MARK LOGO: NGS
 ME3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3378+STABILITY: POSITION/ELEVATION WELL
 ME3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3378+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3378
 ME3378  HISTORY     - Date     Condition        Report By
 ME3378  HISTORY     - 1992     MONUMENTED       NGS
 ME3378
 ME3378                          STATION DESCRIPTION
 ME3378
 ME3378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3378'IN GARY, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND INTERSTATE
 ME3378'HIGHWAYS 80 AND 94, SET VERTICALLY IN THE NORTHWEST FACE OF THE 1ST
 ME3378'CONCRETE PIER EAST OF THE WEST ABUTMENT OF THE HIGHWAY OVERPASS OF
 ME3378'THE TRACK, 32.0 M (105.0 FT) NORTHWEST OF THE HIGHWAY CENTER, 5.5 M
 ME3378'(18.0 FT) SOUTHWEST OF THE NEAR RAIL, 1.5 M (4.9 FT) ABOVE THE GROUND
 ME3378'SURFACE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1967 ***********************************************************************
 MD1967  DESIGNATION -  M 368
 MD1967  PID         -  MD1967
 MD1967  STATE/COUNTY-  IN/WHITLEY
 MD1967  COUNTRY     -  US
 MD1967  USGS QUAD   -  LAUD (2019)
 MD1967
 MD1967                         *CURRENT SURVEY CONTROL
 MD1967  ______________________________________________________________________
 MD1967* NAD 83(1986) POSITION- 41 07 22.     (N) 085 22 34.     (W)   SCALED
 MD1967* NAVD 88 ORTHO HEIGHT -   263.482 (meters)      864.44  (feet) ADJUSTED
 MD1967  ______________________________________________________________________
 MD1967  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 MD1967  DYNAMIC HEIGHT  -        263.381 (meters)      864.11  (feet) COMP
 MD1967  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 MD1967
 MD1967  VERT ORDER      -  FIRST     CLASS II
 MD1967
 MD1967.The horizontal coordinates were scaled from a map and have
 MD1967.an estimated accuracy of +/- 6 seconds.
 MD1967
 MD1967.The orthometric height was determined by differential leveling and
 MD1967.adjusted by the NATIONAL GEODETIC SURVEY
 MD1967.in April 1995.
 MD1967
 MD1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1967.GEOID18 height accuracy estimate available here.
 MD1967
 MD1967.Click photographs - Photos may exist for this station.
 MD1967
 MD1967.The dynamic height is computed by dividing the NAVD 88
 MD1967.geopotential number by the normal gravity value computed on the
 MD1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1967.degrees latitude (g = 980.6199 gals.).
 MD1967
 MD1967.The modeled gravity was interpolated from observed gravity values.
 MD1967
 MD1967;                    North         East    Units  Estimated Accuracy
 MD1967;SPC IN E     -   652,230.      124,400.      MT  (+/- 180 meters Scaled)
 MD1967
 MD1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL363536(NAD 83)
 MD1967
 MD1967                          SUPERSEDED SURVEY CONTROL
 MD1967
 MD1967  NGVD 29 (01/19/93)  263.634  (m)          864.94   (f) ADJUSTED    1 2
 MD1967
 MD1967.Superseded values are not recommended for survey control.
 MD1967
 MD1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1967.See file dsdata.pdf to determine how the superseded data were derived.
 MD1967
 MD1967_MARKER: F = FLANGE-ENCASED ROD
 MD1967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1967_STAMPING: M 368 1992
 MD1967_MARK LOGO: NGS
 MD1967_PROJECTION: FLUSH
 MD1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1967+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1967_ROD/PIPE-DEPTH: 5.2 meters
 MD1967
 MD1967  HISTORY     - Date     Condition        Report By
 MD1967  HISTORY     - 1992     MONUMENTED       NGS
 MD1967
 MD1967                          STATION DESCRIPTION
 MD1967
 MD1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1967'6.9 KM (4.30 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1967'JUNCTION OF ARCOLA ROAD IN ARCOLA, 13.4 M (44.0 FT) NORTH-NORTHEAST
 MD1967'OF THE NEAR RAIL, 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF COUNTY
 MD1967'ROAD 600 EAST, 7.1 M (23.3 FT) EAST-SOUTHEAST OF A CHAIN-LINK FENCE
 MD1967'CORNER AND GATE POST AT THE ENTRANCE TO THE UNITED TECHNOLOGIES
 MD1967'AUTOMOTIVE PLANT, 3.4 M (11.2 FT) WEST-NORTHWEST OF A UTILITY LIGHT
 MD1967'POLE, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND LEVEL
 MD1967'WITH THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MD1967'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1082 ***********************************************************************
 LA1082  DESIGNATION -  M 37
 LA1082  PID         -  LA1082
 LA1082  STATE/COUNTY-  IN/BLACKFORD
 LA1082  COUNTRY     -  US
 LA1082  USGS QUAD   -  PENNVILLE (2019)
 LA1082
 LA1082                         *CURRENT SURVEY CONTROL
 LA1082  ______________________________________________________________________
 LA1082* NAD 83(1986) POSITION- 40 26 59.     (N) 085 14 25.     (W)   SCALED
 LA1082* NAVD 88 ORTHO HEIGHT -   274.077 (meters)      899.20  (feet) ADJUSTED
 LA1082  ______________________________________________________________________
 LA1082  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 LA1082  DYNAMIC HEIGHT  -        273.937 (meters)      898.74  (feet) COMP
 LA1082  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 LA1082
 LA1082  VERT ORDER      -  SECOND    CLASS 0
 LA1082
 LA1082.The horizontal coordinates were scaled from a map and have
 LA1082.an estimated accuracy of +/- 6 seconds.
 LA1082
 LA1082.The orthometric height was determined by differential leveling and
 LA1082.adjusted by the NATIONAL GEODETIC SURVEY
 LA1082.in June 1991.
 LA1082
 LA1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1082.GEOID18 height accuracy estimate available here.
 LA1082
 LA1082.Click photographs - Photos may exist for this station.
 LA1082
 LA1082.The dynamic height is computed by dividing the NAVD 88
 LA1082.geopotential number by the normal gravity value computed on the
 LA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1082.degrees latitude (g = 980.6199 gals.).
 LA1082
 LA1082.The modeled gravity was interpolated from observed gravity values.
 LA1082
 LA1082;                    North         East    Units  Estimated Accuracy
 LA1082;SPC IN E     -   577,540.      136,170.      MT  (+/- 180 meters Scaled)
 LA1082
 LA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK492791(NAD 83)
 LA1082
 LA1082                          SUPERSEDED SURVEY CONTROL
 LA1082
 LA1082  NGVD 29 (??/??/92)  274.211  (m)          899.64   (f) ADJ UNCH    2 0
 LA1082
 LA1082.Superseded values are not recommended for survey control.
 LA1082
 LA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1082.See file dsdata.pdf to determine how the superseded data were derived.
 LA1082
 LA1082_MARKER: DB = BENCH MARK DISK
 LA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1082_STAMPING: M 37 1934
 LA1082_MARK LOGO: CGS
 LA1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1082+STABILITY: SURFACE MOTION
 LA1082
 LA1082  HISTORY     - Date     Condition        Report By
 LA1082  HISTORY     - 1934     MONUMENTED       CGS
 LA1082
 LA1082                          STATION DESCRIPTION
 LA1082
 LA1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1082'AT PRIAM.
 LA1082'AT PRIAM, BLACKFORD COUNTY, ON STATE HIGHWAY 26, 60 YARDS WEST
 LA1082'OF THE FRANK MAY FRAME HOUSE, 35.6 FEET SOUTH OF THE CENTERLINE
 LA1082'OF THE HIGHWAY, 16 FEET NORTHWEST OF POLE 230-1/2, 2.2 FEET
 LA1082'NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LA1082'A STANDARD DISK, STAMPED M 37 1934 AND SET IN THE TOP OF A
 LA1082'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7518 ***********************************************************************
 DR7518  DESIGNATION -  M 375
 DR7518  PID         -  DR7518
 DR7518  STATE/COUNTY-  IN/ELKHART
 DR7518  COUNTRY     -  US
 DR7518  USGS QUAD   -  MIDDLEBURY (2019)
 DR7518
 DR7518                         *CURRENT SURVEY CONTROL
 DR7518  ______________________________________________________________________
 DR7518* NAD 83(1986) POSITION- 41 38 49.12   (N) 085 42 20.21   (W)   HD_HELD1
 DR7518* NAVD 88 ORTHO HEIGHT -   271.781 (meters)      891.67  (feet) ADJUSTED
 DR7518  ______________________________________________________________________
 DR7518  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 DR7518  DYNAMIC HEIGHT  -        271.677 (meters)      891.33  (feet) COMP
 DR7518  MODELED GRAVITY -    980,236.0   (mgal)                       NAVD 88
 DR7518
 DR7518  VERT ORDER      -  SECOND    CLASS I
 DR7518
 DR7518.The horizontal coordinates were determined by differentially corrected
 DR7518.hand held GPS observations or other comparable positioning techniques
 DR7518.and have an estimated accuracy of +/- 3 meters.
 DR7518
 DR7518.The orthometric height was determined by differential leveling and
 DR7518.adjusted by the NATIONAL GEODETIC SURVEY
 DR7518.in March 2022.
 DR7518
 DR7518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7518.GEOID18 height accuracy estimate available here.
 DR7518
 DR7518.Click photographs - Photos may exist for this station.
 DR7518
 DR7518.The dynamic height is computed by dividing the NAVD 88
 DR7518.geopotential number by the normal gravity value computed on the
 DR7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7518.degrees latitude (g = 980.6199 gals.).
 DR7518
 DR7518.The modeled gravity was interpolated from observed gravity values.
 DR7518
 DR7518;                    North         East    Units  Estimated Accuracy
 DR7518;SPC IN E     -   710,410.0      96,755.5     MT  (+/- 3 meters HH1 GPS) 
 DR7518
 DR7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0778911390(NAD 83)
 DR7518
 DR7518                          SUPERSEDED SURVEY CONTROL
 DR7518
 DR7518.No superseded survey control is available for this station.
 DR7518
 DR7518_MARKER: DD = SURVEY DISK
 DR7518_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7518_SP_SET: LIFT STATION STRUCTURE
 DR7518_STAMPING: 2018 M 375
 DR7518_MARK LOGO: INDOT
 DR7518_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7518+STABILITY: SURFACE MOTION
 DR7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7518+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DR7518
 DR7518  HISTORY     - Date     Condition        Report By
 DR7518  HISTORY     - 20180611 MONUMENTED       INDOT
 DR7518
 DR7518                          STATION DESCRIPTION
 DR7518
 DR7518'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7518'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF BRISTOL, 6.7
 DR7518'MI (10.8 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 2.0 MI (3.2 KM) SOUTH
 DR7518'OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7518'
 DR7518'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7518'TRAVEL SOUTH 0.50 MI (0.80 KM) ALONG STATE ROAD 13 TO THE MONUMENT ON
 DR7518'THE RIGHT (WEST) SIDE OF THE ROAD.
 DR7518'
 DR7518'THE STATION IS NEAR THE NORTH EDGE OF A LIFT STATION STRUCTURE
 DR7518'APPROXIMATELY 52 FT (15.8 M) WEST OF THE ROAD CENTERLINE.  IT IS
 DR7518'LOCATED 100.83 FT (30.7 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DR7518'METAL WAREHOUSE, 93.73 FT (28.6 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DR7518'OF AN OFFICE BUILDING, 24.44 FT (7.4 M) SOUTH-SOUTHWEST OF A MAG NAIL
 DR7518'SET IN THE WEST FACE OF POWER POLE 545-634 AND 19.12 FT (5.8 M) NORTH
 DR7518'OF THE NORTHWEST CORNER OF A CONCRETE PAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7544 ***********************************************************************
 DR7544  DESIGNATION -  M 376
 DR7544  PID         -  DR7544
 DR7544  STATE/COUNTY-  IN/LAGRANGE
 DR7544  COUNTRY     -  US
 DR7544  USGS QUAD   -  MONGO (2019)
 DR7544
 DR7544                         *CURRENT SURVEY CONTROL
 DR7544  ______________________________________________________________________
 DR7544* NAD 83(1986) POSITION- 41 38 30.75   (N) 085 17 45.22   (W)   HD_HELD1
 DR7544* NAVD 88 ORTHO HEIGHT -   286.896 (meters)      941.26  (feet) ADJUSTED
 DR7544  ______________________________________________________________________
 DR7544  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 DR7544  DYNAMIC HEIGHT  -        286.786 (meters)      940.90  (feet) COMP
 DR7544  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 DR7544
 DR7544  VERT ORDER      -  SECOND    CLASS I
 DR7544
 DR7544.The horizontal coordinates were determined by differentially corrected
 DR7544.hand held GPS observations or other comparable positioning techniques
 DR7544.and have an estimated accuracy of +/- 3 meters.
 DR7544
 DR7544.The orthometric height was determined by differential leveling and
 DR7544.adjusted by the NATIONAL GEODETIC SURVEY
 DR7544.in March 2022.
 DR7544
 DR7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7544.GEOID18 height accuracy estimate available here.
 DR7544
 DR7544.Click photographs - Photos may exist for this station.
 DR7544
 DR7544.The dynamic height is computed by dividing the NAVD 88
 DR7544.geopotential number by the normal gravity value computed on the
 DR7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7544.degrees latitude (g = 980.6199 gals.).
 DR7544
 DR7544.The modeled gravity was interpolated from observed gravity values.
 DR7544
 DR7544;                    North         East    Units  Estimated Accuracy
 DR7544;SPC IN E     -   709,908.9     130,889.4     MT  (+/- 3 meters HH1 GPS) 
 DR7544
 DR7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4192111417(NAD 83)
 DR7544
 DR7544                          SUPERSEDED SURVEY CONTROL
 DR7544
 DR7544.No superseded survey control is available for this station.
 DR7544
 DR7544_MARKER: F = FLANGE-ENCASED ROD
 DR7544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7544_STAMPING: M 376 2018
 DR7544_MARK LOGO: NONE
 DR7544_PROJECTION: RECESSED 8 CENTIMETERS
 DR7544_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7544+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DR7544_ROD/PIPE-DEPTH: 19.1 meters
 DR7544_SLEEVE-DEPTH  : 0.9 meters
 DR7544
 DR7544  HISTORY     - Date     Condition        Report By
 DR7544  HISTORY     - 20180627 MONUMENTED       INDOT
 DR7544
 DR7544                          STATION DESCRIPTION
 DR7544
 DR7544'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7544'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF STROH, 6.3 MI
 DR7544'(10.1 KM) EAST OF LAGRANGE AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF
 DR7544'MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7544'
 DR7544'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7544'TRAVEL WEST 0.97 MI (1.56 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7544'THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED ON THE OPPOSITE SIDE OF
 DR7544'THE ROAD FROM 6750 U.S. HIGHWAY 20.
 DR7544'
 DR7544'THE STATION IS FLUSH WITH THE GROUND AND 37.6 FT (11.5 M) NORTH OF THE
 DR7544'APPROXIMATE ROAD CENTERLINE.  IT IS LOCATED 15.90 FT (4.8 M) SOUTH OF
 DR7544'A MAG NAIL SET IN POWER POLE 10927, 31.13 FT (9.5 M) SOUTHWEST OF THE
 DR7544'SOUTHWEST CORNER OF A CORNER FENCE POST AND 24.25 FT (7.4 M) SOUTHWEST
 DR7544'OF A MAG NAIL SET IN POWER POLE 1080-937.
 DR7544'
 DR7544'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7544'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0806 ***********************************************************************
 LA0806  DESIGNATION -  M 38
 LA0806  PID         -  LA0806
 LA0806  STATE/COUNTY-  IN/WELLS
 LA0806  COUNTRY     -  US
 LA0806  USGS QUAD   -  BLUFFTON (2019)
 LA0806
 LA0806                         *CURRENT SURVEY CONTROL
 LA0806  ______________________________________________________________________
 LA0806* NAD 83(1986) POSITION- 40 44 22.3    (N) 085 10 17.7    (W)   HD_HELD2
 LA0806* NAVD 88 ORTHO HEIGHT -   252.504 (meters)      828.42  (feet) ADJUSTED
 LA0806  ______________________________________________________________________
 LA0806  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LA0806  DYNAMIC HEIGHT  -        252.383 (meters)      828.03  (feet) COMP
 LA0806  MODELED GRAVITY -    980,141.4   (mgal)                       NAVD 88
 LA0806
 LA0806  VERT ORDER      -  SECOND    CLASS 0
 LA0806
 LA0806.The horizontal coordinates were established by autonomous hand held GPS
 LA0806.observations and have an estimated accuracy of +/- 10 meters.
 LA0806
 LA0806.The orthometric height was determined by differential leveling and
 LA0806.adjusted by the NATIONAL GEODETIC SURVEY
 LA0806.in June 1991.
 LA0806
 LA0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0806.GEOID18 height accuracy estimate available here.
 LA0806
 LA0806.Click photographs - Photos may exist for this station.
 LA0806
 LA0806.The dynamic height is computed by dividing the NAVD 88
 LA0806.geopotential number by the normal gravity value computed on the
 LA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0806.degrees latitude (g = 980.6199 gals.).
 LA0806
 LA0806.The modeled gravity was interpolated from observed gravity values.
 LA0806
 LA0806;                    North         East    Units  Estimated Accuracy
 LA0806;SPC IN E     -   609,751.      141,816.      MT  (+/- 10 meters HH2 GPS)
 LA0806
 LA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5438011450(NAD 83)
 LA0806
 LA0806                          SUPERSEDED SURVEY CONTROL
 LA0806
 LA0806  NGVD 29 (??/??/92)  252.645  (m)          828.89   (f) ADJ UNCH    2 0
 LA0806
 LA0806.Superseded values are not recommended for survey control.
 LA0806
 LA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0806.See file dsdata.pdf to determine how the superseded data were derived.
 LA0806
 LA0806_MARKER: DB = BENCH MARK DISK
 LA0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0806_SP_SET: BUILDING
 LA0806_STAMPING: M 38 1934
 LA0806_MARK LOGO: CGS
 LA0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0806
 LA0806  HISTORY     - Date     Condition        Report By
 LA0806  HISTORY     - 1934     MONUMENTED       CGS
 LA0806  HISTORY     - 1968     GOOD             CGS
 LA0806
 LA0806                          STATION DESCRIPTION
 LA0806
 LA0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0806'AT BLUFFTON.
 LA0806'AT BLUFFTON, SET VERTICALLY IN THE EAST FACE OF THE STONE WALL
 LA0806'OF THE COURT HOUSE, 1.3 FEET SOUTH OF THE NORTH EAST CORNER OF
 LA0806'THE BUILDING, 22 FEET WEST OF THE WEST CURB OF STATE HIGHWAY 1,
 LA0806'AND 1.5 FEET ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0994 ***********************************************************************
 LA0994  DESIGNATION -  M 39
 LA0994  PID         -  LA0994
 LA0994  STATE/COUNTY-  IN/RANDOLPH
 LA0994  COUNTRY     -  US
 LA0994  USGS QUAD   -  MAXVILLE (2019)
 LA0994
 LA0994                         *CURRENT SURVEY CONTROL
 LA0994  ______________________________________________________________________
 LA0994* NAD 83(1986) POSITION- 40 11 17.     (N) 085 05 39.     (W)   SCALED
 LA0994* NAVD 88 ORTHO HEIGHT -   325.081 (meters)     1066.54  (feet) ADJUSTED
 LA0994  ______________________________________________________________________
 LA0994  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 LA0994  DYNAMIC HEIGHT  -        324.907 (meters)     1065.97  (feet) COMP
 LA0994  MODELED GRAVITY -    980,082.4   (mgal)                       NAVD 88
 LA0994
 LA0994  VERT ORDER      -  SECOND    CLASS 0
 LA0994
 LA0994.The horizontal coordinates were scaled from a map and have
 LA0994.an estimated accuracy of +/- 6 seconds.
 LA0994
 LA0994.The orthometric height was determined by differential leveling and
 LA0994.adjusted by the NATIONAL GEODETIC SURVEY
 LA0994.in June 1991.
 LA0994
 LA0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0994.GEOID18 height accuracy estimate available here.
 LA0994
 LA0994.Click photographs - Photos may exist for this station.
 LA0994
 LA0994.The dynamic height is computed by dividing the NAVD 88
 LA0994.geopotential number by the normal gravity value computed on the
 LA0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0994.degrees latitude (g = 980.6199 gals.).
 LA0994
 LA0994.The modeled gravity was interpolated from observed gravity values.
 LA0994
 LA0994;                    North         East    Units  Estimated Accuracy
 LA0994;SPC IN E     -   548,560.      148,750.      MT  (+/- 180 meters Scaled)
 LA0994
 LA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK622503(NAD 83)
 LA0994
 LA0994                          SUPERSEDED SURVEY CONTROL
 LA0994
 LA0994  NGVD 29 (??/??/92)  325.218  (m)         1066.99   (f) ADJ UNCH    2 0
 LA0994
 LA0994.Superseded values are not recommended for survey control.
 LA0994
 LA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0994.See file dsdata.pdf to determine how the superseded data were derived.
 LA0994
 LA0994_MARKER: DB = BENCH MARK DISK
 LA0994_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0994+WITH SETTING: PAVEMENT
 LA0994_SP_SET: SIGNAL BASE
 LA0994_STAMPING: M 39 1934
 LA0994_MARK LOGO: CGS
 LA0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0994+STABILITY: SURFACE MOTION
 LA0994
 LA0994  HISTORY     - Date     Condition        Report By
 LA0994  HISTORY     - 1934     MONUMENTED       CGS
 LA0994
 LA0994                          STATION DESCRIPTION
 LA0994
 LA0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0994'1.6 MI E FROM FARMLAND.
 LA0994'1.6 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0994'LOUIS RAILWAY FROM THE STATION AT FARMLAND, RANDOLPH COUNTY,
 LA0994'AT POLE 214/09, AT SIGNAL 2141, IN THE TOP OF THE SOUTHWEST CORNER
 LA0994'OF THE CONCRETE BASE, 6.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LA0994'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 39 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2370 ***********************************************************************
 JZ2370  DESIGNATION -  M 4
 JZ2370  PID         -  JZ2370
 JZ2370  STATE/COUNTY-  IN/HANCOCK
 JZ2370  COUNTRY     -  US
 JZ2370  USGS QUAD   -  INGALLS (2019)
 JZ2370
 JZ2370                         *CURRENT SURVEY CONTROL
 JZ2370  ______________________________________________________________________
 JZ2370* NAD 83(1986) POSITION- 39 56 11.     (N) 085 50 31.     (W)   SCALED
 JZ2370* NAVD 88 ORTHO HEIGHT -   261.423 (meters)      857.69  (feet) ADJUSTED
 JZ2370  ______________________________________________________________________
 JZ2370  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 JZ2370  DYNAMIC HEIGHT  -        261.277 (meters)      857.21  (feet) COMP
 JZ2370  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 JZ2370
 JZ2370  VERT ORDER      -  FIRST     CLASS II
 JZ2370
 JZ2370.The horizontal coordinates were scaled from a map and have
 JZ2370.an estimated accuracy of +/- 6 seconds.
 JZ2370
 JZ2370.The orthometric height was determined by differential leveling and
 JZ2370.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2370.in June 1991.
 JZ2370
 JZ2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2370.GEOID18 height accuracy estimate available here.
 JZ2370
 JZ2370.Click photographs - Photos may exist for this station.
 JZ2370
 JZ2370.The dynamic height is computed by dividing the NAVD 88
 JZ2370.geopotential number by the normal gravity value computed on the
 JZ2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2370.degrees latitude (g = 980.6199 gals.).
 JZ2370
 JZ2370.The modeled gravity was interpolated from observed gravity values.
 JZ2370
 JZ2370;                    North         East    Units  Estimated Accuracy
 JZ2370;SPC IN E     -   520,470.       85,020.      MT  (+/- 180 meters Scaled)
 JZ2370
 JZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK989213(NAD 83)
 JZ2370
 JZ2370                          SUPERSEDED SURVEY CONTROL
 JZ2370
 JZ2370  NGVD 29 (??/??/92)  261.554  (m)          858.12   (f) ADJ UNCH    1 2
 JZ2370
 JZ2370.Superseded values are not recommended for survey control.
 JZ2370
 JZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2370.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2370
 JZ2370_MARKER: DB = BENCH MARK DISK
 JZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2370_STAMPING: M 4
 JZ2370_MARK LOGO: CGS
 JZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2370+STABILITY: SURFACE MOTION
 JZ2370
 JZ2370  HISTORY     - Date     Condition        Report By
 JZ2370  HISTORY     - 1916     MONUMENTED       CGS
 JZ2370  HISTORY     - 1947     GOOD             CGS
 JZ2370  HISTORY     - 20090901 MARK NOT FOUND   PICI
 JZ2370
 JZ2370                          STATION DESCRIPTION
 JZ2370
 JZ2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2370'0.3 MI NE FROM FORTVILLE.
 JZ2370'ABOUT 0.3 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2370'FROM THE STATION AT FORTVILLE, 44 FEET EAST OF POLE 262/48,
 JZ2370'61.5 FEET SOUTHWEST OF POLE 262/47, 27 FEET NORTH OF THE CENTER
 JZ2370'LINE OF A BLACK TOP STREET RUNNING ALONG THE SOUTHEAST SIDE OF THE
 JZ2370'TRACK, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 18
 JZ2370'FEET EAST OF POWER POLE NO. 47/304, 1.5 FEET WEST OF A WHITE WOODEN
 JZ2370'WITNESS POST, 2.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 JZ2370'CONCRETE POST PROJECTING 10 INCHES.  NOTE-- THE DISK IS BATTERED SO
 JZ2370'THAT THE ELEVATION IS NOT LEGIBLE.  M 4 IS STAMPED TWICE ON THE
 JZ2370'DISK.  NOTE-- MARK IS SOLID IN THE GROUND BUT IS LEANING SLIGHTLY
 JZ2370'TO THE SOUTHWEST.
 JZ2370
 JZ2370                          STATION RECOVERY (2009)
 JZ2370
 JZ2370'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1021 ***********************************************************************
 LA1021  DESIGNATION -  M 41
 LA1021  PID         -  LA1021
 LA1021  STATE/COUNTY-  IN/DELAWARE
 LA1021  COUNTRY     -  US
 LA1021  USGS QUAD   -  MUNCIE WEST (2019)
 LA1021
 LA1021                         *CURRENT SURVEY CONTROL
 LA1021  ______________________________________________________________________
 LA1021* NAD 83(1986) POSITION- 40 10 39.     (N) 085 26 55.     (W)   SCALED
 LA1021* NAVD 88 ORTHO HEIGHT -   286.977 (meters)      941.52  (feet) ADJUSTED
 LA1021  ______________________________________________________________________
 LA1021  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LA1021  DYNAMIC HEIGHT  -        286.824 (meters)      941.02  (feet) COMP
 LA1021  MODELED GRAVITY -    980,086.1   (mgal)                       NAVD 88
 LA1021
 LA1021  VERT ORDER      -  SECOND    CLASS 0
 LA1021
 LA1021.The horizontal coordinates were scaled from a map and have
 LA1021.an estimated accuracy of +/- 6 seconds.
 LA1021
 LA1021.The orthometric height was determined by differential leveling and
 LA1021.adjusted by the NATIONAL GEODETIC SURVEY
 LA1021.in June 1991.
 LA1021
 LA1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1021.GEOID18 height accuracy estimate available here.
 LA1021
 LA1021.Click photographs - Photos may exist for this station.
 LA1021
 LA1021.The dynamic height is computed by dividing the NAVD 88
 LA1021.geopotential number by the normal gravity value computed on the
 LA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1021.degrees latitude (g = 980.6199 gals.).
 LA1021
 LA1021.The modeled gravity was interpolated from observed gravity values.
 LA1021
 LA1021;                    North         East    Units  Estimated Accuracy
 LA1021;SPC IN E     -   547,250.      118,570.      MT  (+/- 180 meters Scaled)
 LA1021
 LA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK320486(NAD 83)
 LA1021
 LA1021                          SUPERSEDED SURVEY CONTROL
 LA1021
 LA1021  NGVD 29 (??/??/92)  287.113  (m)          941.97   (f) ADJ UNCH    2 0
 LA1021
 LA1021.Superseded values are not recommended for survey control.
 LA1021
 LA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1021.See file dsdata.pdf to determine how the superseded data were derived.
 LA1021
 LA1021_MARKER: DB = BENCH MARK DISK
 LA1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1021_STAMPING: M 41 1934
 LA1021_MARK LOGO: CGS
 LA1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1021+STABILITY: SURFACE MOTION
 LA1021
 LA1021  HISTORY     - Date     Condition        Report By
 LA1021  HISTORY     - 1934     MONUMENTED       CGS
 LA1021  HISTORY     - 1947     GOOD             CGS
 LA1021  HISTORY     - 1952     MARK NOT FOUND   CGS
 LA1021
 LA1021                          STATION DESCRIPTION
 LA1021
 LA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1021'2.5 MI E FROM YORKTOWN.
 LA1021'2.5 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1021'ST. LOUIS RAILWAY FRM THE STATION AT YORKTOWN, DELAWARE COUNTY,
 LA1021'30.5 FEET NORTH OF MILEPOST 233, 13.4 FEET NORTH OF THE NORTH
 LA1021'RAIL OF AN INTERURBAN TRACK, 3.3 FEET SOUTH OF A WIRE FENCE,
 LA1021'AND ABOUT 4 FEET LOWER THN THE MAIN TRACK.  A STANDARD DISK,
 LA1021'STAMPED M 41 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 LA1021'IS BELIEVED TO HAVE BEEN DESTROYED WHEN THE INTERURBAN TRACK
 LA1021'WAS REMOVED AND NEW SIDINGS WERE PUT IN.
 LA1021
 LA1021                          STATION RECOVERY (1952)
 LA1021
 LA1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 LA1021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1444 ***********************************************************************
 LA1444  DESIGNATION -  M 42
 LA1444  PID         -  LA1444
 LA1444  STATE/COUNTY-  IN/HAMILTON
 LA1444  COUNTRY     -  US
 LA1444  USGS QUAD   -  RIVERWOOD (2019)
 LA1444
 LA1444                         *CURRENT SURVEY CONTROL
 LA1444  ______________________________________________________________________
 LA1444* NAD 83(1986) POSITION- 40 03 07.     (N) 085 55 44.     (W)   SCALED
 LA1444* NAVD 88 ORTHO HEIGHT -   243.137 (meters)      797.69  (feet) ADJUSTED
 LA1444  ______________________________________________________________________
 LA1444  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 LA1444  DYNAMIC HEIGHT  -        243.005 (meters)      797.26  (feet) COMP
 LA1444  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LA1444
 LA1444  VERT ORDER      -  SECOND    CLASS 0
 LA1444
 LA1444.The horizontal coordinates were scaled from a map and have
 LA1444.an estimated accuracy of +/- 6 seconds.
 LA1444
 LA1444.The orthometric height was determined by differential leveling and
 LA1444.adjusted by the NATIONAL GEODETIC SURVEY
 LA1444.in June 1991.
 LA1444
 LA1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1444.GEOID18 height accuracy estimate available here.
 LA1444
 LA1444.Click photographs - Photos may exist for this station.
 LA1444
 LA1444.The dynamic height is computed by dividing the NAVD 88
 LA1444.geopotential number by the normal gravity value computed on the
 LA1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1444.degrees latitude (g = 980.6199 gals.).
 LA1444
 LA1444.The modeled gravity was interpolated from observed gravity values.
 LA1444
 LA1444;                    North         East    Units  Estimated Accuracy
 LA1444;SPC IN E     -   533,320.       77,630.      MT  (+/- 180 meters Scaled)
 LA1444
 LA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK913340(NAD 83)
 LA1444
 LA1444                          SUPERSEDED SURVEY CONTROL
 LA1444
 LA1444  NGVD 29 (??/??/92)  243.266  (m)          798.12   (f) ADJ UNCH    2 0
 LA1444
 LA1444.Superseded values are not recommended for survey control.
 LA1444
 LA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1444.See file dsdata.pdf to determine how the superseded data were derived.
 LA1444
 LA1444_MARKER: DB = BENCH MARK DISK
 LA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1444_STAMPING: M 42 1934
 LA1444_MARK LOGO: CGS
 LA1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1444+STABILITY: SURFACE MOTION
 LA1444
 LA1444  HISTORY     - Date     Condition        Report By
 LA1444  HISTORY     - 1934     MONUMENTED       CGS
 LA1444  HISTORY     - 1946     GOOD             CGS
 LA1444  HISTORY     - 1958     MARK NOT FOUND   CGS
 LA1444
 LA1444                          STATION DESCRIPTION
 LA1444
 LA1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1444'4.4 MI W FROM LAPEL.
 LA1444'ABOUT 4.4 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1444'STATION AT LAPEL, ABOUT 1.0 MILE WEST OF THE GRAIN ELEVATOR
 LA1444'AT DURBIN, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT 200 YARDS
 LA1444'NORTH OF AN IMITATION BRICK HOUSE ON THE EAST SIDE OF THE GRAVEL
 LA1444'ROAD, 143 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 38.5
 LA1444'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 32, 16.5 FEET
 LA1444'NORTH OF THE NORTH RAIL, 6.5 FEET WEST OF A TELEPHONE POLE AND
 LA1444'IN LINE WITH THE ROW OF POLES, ABOUT LEVEL WITH THE TRACK, AND
 LA1444'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1444
 LA1444                          STATION RECOVERY (1958)
 LA1444
 LA1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LA1444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1659 ***********************************************************************
 JZ1659  DESIGNATION -  M 43
 JZ1659  PID         -  JZ1659
 JZ1659  STATE/COUNTY-  IN/RUSH
 JZ1659  COUNTRY     -  US
 JZ1659  USGS QUAD   -  MAYS (2019)
 JZ1659
 JZ1659                         *CURRENT SURVEY CONTROL
 JZ1659  ______________________________________________________________________
 JZ1659* NAD 83(1986) POSITION- 39 38 19.     (N) 085 29 14.     (W)   SCALED
 JZ1659* NAVD 88 ORTHO HEIGHT -   299.361 (meters)      982.15  (feet) ADJUSTED
 JZ1659  ______________________________________________________________________
 JZ1659  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ1659  DYNAMIC HEIGHT  -        299.184 (meters)      981.57  (feet) COMP
 JZ1659  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 JZ1659
 JZ1659  VERT ORDER      -  SECOND    CLASS 0
 JZ1659
 JZ1659.The horizontal coordinates were scaled from a map and have
 JZ1659.an estimated accuracy of +/- 6 seconds.
 JZ1659
 JZ1659.The orthometric height was determined by differential leveling and
 JZ1659.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1659.in June 1991.
 JZ1659
 JZ1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1659.GEOID18 height accuracy estimate available here.
 JZ1659
 JZ1659.Click photographs - Photos may exist for this station.
 JZ1659
 JZ1659.The dynamic height is computed by dividing the NAVD 88
 JZ1659.geopotential number by the normal gravity value computed on the
 JZ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1659.degrees latitude (g = 980.6199 gals.).
 JZ1659
 JZ1659.The modeled gravity was interpolated from observed gravity values.
 JZ1659
 JZ1659;                    North         East    Units  Estimated Accuracy
 JZ1659;SPC IN E     -   487,410.      115,400.      MT  (+/- 180 meters Scaled)
 JZ1659
 JZ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ298887(NAD 83)
 JZ1659
 JZ1659                          SUPERSEDED SURVEY CONTROL
 JZ1659
 JZ1659  NGVD 29 (??/??/92)  299.487  (m)          982.57   (f) ADJ UNCH    2 0
 JZ1659
 JZ1659.Superseded values are not recommended for survey control.
 JZ1659
 JZ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1659.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1659
 JZ1659_MARKER: DB = BENCH MARK DISK
 JZ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1659_STAMPING: M 43 1934
 JZ1659_MARK LOGO: CGS
 JZ1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1659+STABILITY: SURFACE MOTION
 JZ1659
 JZ1659  HISTORY     - Date     Condition        Report By
 JZ1659  HISTORY     - 1934     MONUMENTED       CGS
 JZ1659
 JZ1659                          STATION DESCRIPTION
 JZ1659
 JZ1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1659'2.8 MI NW FROM RUSHVILLE.
 JZ1659'2.8 MILES NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ1659'AND ST. LOUIS RAILWAY FROM THE STATION AT RUSHVILLE, RUSH
 JZ1659'COUNTY, IN THE NORTHWEST ANGLE OF AN ASPHALT-ROAD CROSSING, 28.5
 JZ1659'FEET NORTH OF THE CENTERLINE OF THE ROAD, 27.5 FEET WEST OF THE
 JZ1659'WEST RAIL, 1.9 FEET EAST OF A WIRE FENCE, AND ABOUT 4-1/2 FEET
 JZ1659'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 43 1934 AND
 JZ1659'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1525 ***********************************************************************
 LA1525  DESIGNATION -  M 44
 LA1525  PID         -  LA1525
 LA1525  STATE/COUNTY-  IN/MADISON
 LA1525  COUNTRY     -  US
 LA1525  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1525
 LA1525                         *CURRENT SURVEY CONTROL
 LA1525  ______________________________________________________________________
 LA1525* NAD 83(1986) POSITION- 40 01 46.     (N) 085 38 55.     (W)   SCALED
 LA1525* NAVD 88 ORTHO HEIGHT -   279.808 (meters)      918.00  (feet) ADJUSTED
 LA1525  ______________________________________________________________________
 LA1525  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 LA1525  DYNAMIC HEIGHT  -        279.655 (meters)      917.50  (feet) COMP
 LA1525  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 LA1525
 LA1525  VERT ORDER      -  SECOND    CLASS 0
 LA1525
 LA1525.The horizontal coordinates were scaled from a map and have
 LA1525.an estimated accuracy of +/- 6 seconds.
 LA1525
 LA1525.The orthometric height was determined by differential leveling and
 LA1525.adjusted by the NATIONAL GEODETIC SURVEY
 LA1525.in June 1991.
 LA1525
 LA1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1525.GEOID18 height accuracy estimate available here.
 LA1525
 LA1525.Click photographs - Photos may exist for this station.
 LA1525
 LA1525.The dynamic height is computed by dividing the NAVD 88
 LA1525.geopotential number by the normal gravity value computed on the
 LA1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1525.degrees latitude (g = 980.6199 gals.).
 LA1525
 LA1525.The modeled gravity was interpolated from observed gravity values.
 LA1525
 LA1525;                    North         East    Units  Estimated Accuracy
 LA1525;SPC IN E     -   530,790.      101,540.      MT  (+/- 180 meters Scaled)
 LA1525
 LA1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK153318(NAD 83)
 LA1525
 LA1525                          SUPERSEDED SURVEY CONTROL
 LA1525
 LA1525  NGVD 29 (??/??/92)  279.944  (m)          918.45   (f) ADJ UNCH    2 0
 LA1525
 LA1525.Superseded values are not recommended for survey control.
 LA1525
 LA1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1525.See file dsdata.pdf to determine how the superseded data were derived.
 LA1525
 LA1525_MARKER: DB = BENCH MARK DISK
 LA1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1525_STAMPING: M 44 1934
 LA1525_MARK LOGO: CGS
 LA1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1525+STABILITY: SURFACE MOTION
 LA1525
 LA1525  HISTORY     - Date     Condition        Report By
 LA1525  HISTORY     - 1934     MONUMENTED       CGS
 LA1525  HISTORY     - 1947     GOOD             CGS
 LA1525  HISTORY     - 1971     GOOD             LOCSUR
 LA1525
 LA1525                          STATION DESCRIPTION
 LA1525
 LA1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1525'1.9 MI N FROM EMPORIA.
 LA1525'1.9 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1525'ST. LOUIS RAILWAY FROM THE STATION AT EMPORIA, MADISON COUNTY,
 LA1525'0.3 MILE SOUTH OF A DIRT-ROAD CROSSING, TWO RAILS SOUTH OF A
 LA1525'WHISTLE POST, ACROSS THE TRACK FROM POLE 170/32, 28.4 FEET EAST
 LA1525'OF THE EAST RAIL, 2.4 FEET WEST OF A WIRE FENCE, AND LEVEL WITH
 LA1525'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 44 1934 AND SET
 LA1525'IN THE TOP OF A CONCRETE POST.
 LA1525
 LA1525                          STATION RECOVERY (1971)
 LA1525
 LA1525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LA1525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1504 ***********************************************************************
 JZ1504  DESIGNATION -  M 45
 JZ1504  PID         -  JZ1504
 JZ1504  STATE/COUNTY-  IN/HENRY
 JZ1504  COUNTRY     -  US
 JZ1504  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1504
 JZ1504                         *CURRENT SURVEY CONTROL
 JZ1504  ______________________________________________________________________
 JZ1504* NAD 83(1986) POSITION- 39 54 34.     (N) 085 28 53.     (W)   SCALED
 JZ1504* NAVD 88 ORTHO HEIGHT -   320.700 (meters)     1052.16  (feet) ADJUSTED
 JZ1504  ______________________________________________________________________
 JZ1504  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JZ1504  DYNAMIC HEIGHT  -        320.520 (meters)     1051.57  (feet) COMP
 JZ1504  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 JZ1504
 JZ1504  VERT ORDER      -  SECOND    CLASS 0
 JZ1504
 JZ1504.The horizontal coordinates were scaled from a map and have
 JZ1504.an estimated accuracy of +/- 6 seconds.
 JZ1504
 JZ1504.The orthometric height was determined by differential leveling and
 JZ1504.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1504.in June 1991.
 JZ1504
 JZ1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1504.GEOID18 height accuracy estimate available here.
 JZ1504
 JZ1504.Click photographs - Photos may exist for this station.
 JZ1504
 JZ1504.The dynamic height is computed by dividing the NAVD 88
 JZ1504.geopotential number by the normal gravity value computed on the
 JZ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1504.degrees latitude (g = 980.6199 gals.).
 JZ1504
 JZ1504.The modeled gravity was interpolated from observed gravity values.
 JZ1504
 JZ1504;                    North         East    Units  Estimated Accuracy
 JZ1504;SPC IN E     -   517,480.      115,840.      MT  (+/- 180 meters Scaled)
 JZ1504
 JZ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK298188(NAD 83)
 JZ1504
 JZ1504                          SUPERSEDED SURVEY CONTROL
 JZ1504
 JZ1504  NGVD 29 (??/??/92)  320.827  (m)         1052.58   (f) ADJ UNCH    2 0
 JZ1504
 JZ1504.Superseded values are not recommended for survey control.
 JZ1504
 JZ1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1504.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1504
 JZ1504_MARKER: DB = BENCH MARK DISK
 JZ1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1504_STAMPING: M 45 1934
 JZ1504_MARK LOGO: CGS
 JZ1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1504+STABILITY: SURFACE MOTION
 JZ1504
 JZ1504  HISTORY     - Date     Condition        Report By
 JZ1504  HISTORY     - 1934     MONUMENTED       CGS
 JZ1504  HISTORY     - 1947     GOOD             CGS
 JZ1504
 JZ1504                          STATION DESCRIPTION
 JZ1504
 JZ1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1504'2.1 MI E FROM KENNARD.
 JZ1504'ABOUT 2.1 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ1504'AND ST. LOUIS RAILWAY FROM THE STATION AT KENNARD, AT A GRAVEL
 JZ1504'ROAD CROSSING, 29 FEET NORTHEAST OF POLE 101/40, 74 FEET NORTHEAST
 JZ1504'OF MILE POST SPG 102, 29.5 FEET WEST OF THE CENTER LINE OF THE
 JZ1504'ROAD, 45 FEET NORTH OF THE NORTH RAIL, 15.5 FEET WEST OF THE
 JZ1504'EAST END OF THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTH OF THE FENCE
 JZ1504'LINE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ1504'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1667 ***********************************************************************
 JZ1667  DESIGNATION -  M 46
 JZ1667  PID         -  JZ1667
 JZ1667  STATE/COUNTY-  IN/FAYETTE
 JZ1667  COUNTRY     -  US
 JZ1667  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1667
 JZ1667                         *CURRENT SURVEY CONTROL
 JZ1667  ______________________________________________________________________
 JZ1667* NAD 83(1986) POSITION- 39 38 20.     (N) 085 05 20.     (W)   SCALED
 JZ1667* NAVD 88 ORTHO HEIGHT -   279.739 (meters)      917.78  (feet) ADJUSTED
 JZ1667  ______________________________________________________________________
 JZ1667  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 JZ1667  DYNAMIC HEIGHT  -        279.572 (meters)      917.23  (feet) COMP
 JZ1667  MODELED GRAVITY -    980,022.0   (mgal)                       NAVD 88
 JZ1667
 JZ1667  VERT ORDER      -  SECOND    CLASS 0
 JZ1667
 JZ1667.The horizontal coordinates were scaled from a map and have
 JZ1667.an estimated accuracy of +/- 6 seconds.
 JZ1667
 JZ1667.The orthometric height was determined by differential leveling and
 JZ1667.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1667.in June 1991.
 JZ1667
 JZ1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1667.GEOID18 height accuracy estimate available here.
 JZ1667
 JZ1667.Click photographs - Photos may exist for this station.
 JZ1667
 JZ1667.The dynamic height is computed by dividing the NAVD 88
 JZ1667.geopotential number by the normal gravity value computed on the
 JZ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1667.degrees latitude (g = 980.6199 gals.).
 JZ1667
 JZ1667.The modeled gravity was interpolated from observed gravity values.
 JZ1667
 JZ1667;                    North         East    Units  Estimated Accuracy
 JZ1667;SPC IN E     -   487,580.      149,600.      MT  (+/- 180 meters Scaled)
 JZ1667
 JZ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ639894(NAD 83)
 JZ1667
 JZ1667                          SUPERSEDED SURVEY CONTROL
 JZ1667
 JZ1667  NGVD 29 (??/??/92)  279.880  (m)          918.24   (f) ADJ UNCH    2 0
 JZ1667
 JZ1667.Superseded values are not recommended for survey control.
 JZ1667
 JZ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1667.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1667
 JZ1667_MARKER: DB = BENCH MARK DISK
 JZ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1667_STAMPING: M 46 1934
 JZ1667_MARK LOGO: CGS
 JZ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1667+STABILITY: SURFACE MOTION
 JZ1667
 JZ1667  HISTORY     - Date     Condition        Report By
 JZ1667  HISTORY     - 1934     MONUMENTED       CGS
 JZ1667  HISTORY     - 1947     GOOD             CGS
 JZ1667
 JZ1667                          STATION DESCRIPTION
 JZ1667
 JZ1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1667'2 MI W FROM LYONSVILLE.
 JZ1667'2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1667'STATION AT LYONSVILLE, FAYETTE COUNTY, 15 RAILS EAST OF MILEPOST
 JZ1667'C 65, 2 RAILS EAST OF A PRIVATE-ROAD CROSSING, 26 YARDS NORTH OF
 JZ1667'THE NORTH EDGE OF STATE HIGHWAY 44, 15.6 FEET SOUTH OF THE
 JZ1667'SOUTH RAIL, 3.1 FEET NORTH OF A POLE, AND ABOUT 1 FOOT LOWER
 JZ1667'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 46 1934
 JZ1667'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2335 ***********************************************************************
 JZ2335  DESIGNATION -  M 47
 JZ2335  PID         -  JZ2335
 JZ2335  STATE/COUNTY-  IN/SHELBY
 JZ2335  COUNTRY     -  US
 JZ2335  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2335
 JZ2335                         *CURRENT SURVEY CONTROL
 JZ2335  ______________________________________________________________________
 JZ2335* NAD 83(1986) POSITION- 39 31 21.     (N) 085 46 13.     (W)   SCALED
 JZ2335* NAVD 88 ORTHO HEIGHT -   233.203 (meters)      765.10  (feet) ADJUSTED
 JZ2335  ______________________________________________________________________
 JZ2335  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JZ2335  DYNAMIC HEIGHT  -        233.066 (meters)      764.65  (feet) COMP
 JZ2335  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 JZ2335
 JZ2335  VERT ORDER      -  FIRST     CLASS II
 JZ2335
 JZ2335.The horizontal coordinates were scaled from a map and have
 JZ2335.an estimated accuracy of +/- 6 seconds.
 JZ2335
 JZ2335.The orthometric height was determined by differential leveling and
 JZ2335.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2335.in June 1991.
 JZ2335
 JZ2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2335.GEOID18 height accuracy estimate available here.
 JZ2335
 JZ2335.Click photographs - Photos may exist for this station.
 JZ2335
 JZ2335.The dynamic height is computed by dividing the NAVD 88
 JZ2335.geopotential number by the normal gravity value computed on the
 JZ2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2335.degrees latitude (g = 980.6199 gals.).
 JZ2335
 JZ2335.The modeled gravity was interpolated from observed gravity values.
 JZ2335
 JZ2335;                    North         East    Units  Estimated Accuracy
 JZ2335;SPC IN E     -   474,510.       91,090.      MT  (+/- 180 meters Scaled)
 JZ2335
 JZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ056754(NAD 83)
 JZ2335
 JZ2335                          SUPERSEDED SURVEY CONTROL
 JZ2335
 JZ2335  NGVD 29 (??/??/92)  233.334  (m)          765.53   (f) ADJ UNCH    1 2
 JZ2335
 JZ2335.Superseded values are not recommended for survey control.
 JZ2335
 JZ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2335.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2335
 JZ2335_MARKER: DB = BENCH MARK DISK
 JZ2335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2335_SP_SET: SWITCH BASE
 JZ2335_STAMPING: M 47 1934
 JZ2335_MARK LOGO: CGS
 JZ2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2335+STABILITY: SURFACE MOTION
 JZ2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2335+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 JZ2335
 JZ2335  HISTORY     - Date     Condition        Report By
 JZ2335  HISTORY     - 1934     MONUMENTED       CGS
 JZ2335  HISTORY     - 1947     GOOD             CGS
 JZ2335  HISTORY     - 1986     GOOD             NGS
 JZ2335  HISTORY     - 20060703 GOOD             BFSINC
 JZ2335  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2335
 JZ2335                          STATION DESCRIPTION
 JZ2335
 JZ2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2335'AT SHELBYVILLE.
 JZ2335'AT SHELBYVILLE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE NEW
 JZ2335'YORK CENTRAL AND THE PENNSYLVANIA RAILROADS, AT VINE TOWER, IN THE TOP
 JZ2335'OF THE NORTHEAST CORNER OF AN OLD CONCRETE SWITCH BASE IN FRONT OF THE
 JZ2335'CONTROL TOWER, 7.0 FEET EAST OF THE EAST RAIL OF THE N.Y.C.R.R.
 JZ2335'TRACK, 45.9 FEET NORTH OF THE NORTH RAIL OF THE P.R.R. TRACK,
 JZ2335'5.0 FEET WEST OF THE WEST EDGE OF THE CONTROL TOWER, 0.5 FEET
 JZ2335'BELOW TRACK LEVEL.
 JZ2335
 JZ2335                          STATION RECOVERY (1986)
 JZ2335
 JZ2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2335'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ2335'SHELBYVILLE, AT THE INTERSECTION OF BROADWAY STREET AND THE CONRAIL
 JZ2335'RAILROAD, IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF AN ABANDONED
 JZ2335'SWITCH, 36.9 M (121.1 FT) SOUTH OF THE CENTERLINE OF THE STREET, 14.0
 JZ2335'M (45.9 FT) NORTH OF THE NEAR RAIL, 9.2 M (30.2 FT) WEST-SOUTHWEST OF
 JZ2335'A UTILITY POLE WITH A METER BOX, 8.2 M (26.9 FT) SOUTHWEST OF THE
 JZ2335'SOUTHWEST CORNER OF A SMALL WHITE METAL BUILDING, AND 2.2 M (7.2 FT)
 JZ2335'EAST OF THE NEAR RAIL.
 JZ2335'THE MARK IS 0.1 M ABOVE THE GROUND.
 JZ2335
 JZ2335                          STATION RECOVERY (2006)
 JZ2335
 JZ2335'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 JZ2335'RECOVERED IN GOOD CONDITION.
 JZ2335
 JZ2335                          STATION RECOVERY (2013)
 JZ2335
 JZ2335'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2054 ***********************************************************************
 JZ2054  DESIGNATION -  M 48
 JZ2054  PID         -  JZ2054
 JZ2054  STATE/COUNTY-  IN/FRANKLIN
 JZ2054  COUNTRY     -  US
 JZ2054  USGS QUAD   -  BROOKVILLE (2019)
 JZ2054
 JZ2054                         *CURRENT SURVEY CONTROL
 JZ2054  ______________________________________________________________________
 JZ2054* NAD 83(1986) POSITION- 39 25 40.     (N) 085 00 47.     (W)   SCALED
 JZ2054* NAVD 88 ORTHO HEIGHT -   201.476 (meters)      661.01  (feet) ADJUSTED
 JZ2054  ______________________________________________________________________
 JZ2054  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 JZ2054  DYNAMIC HEIGHT  -        201.354 (meters)      660.61  (feet) COMP
 JZ2054  MODELED GRAVITY -    980,018.6   (mgal)                       NAVD 88
 JZ2054
 JZ2054  VERT ORDER      -  SECOND    CLASS 0
 JZ2054
 JZ2054.The horizontal coordinates were scaled from a map and have
 JZ2054.an estimated accuracy of +/- 6 seconds.
 JZ2054
 JZ2054.The orthometric height was determined by differential leveling and
 JZ2054.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2054.in June 1991.
 JZ2054
 JZ2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2054.GEOID18 height accuracy estimate available here.
 JZ2054
 JZ2054.Click photographs - Photos may exist for this station.
 JZ2054
 JZ2054.The dynamic height is computed by dividing the NAVD 88
 JZ2054.geopotential number by the normal gravity value computed on the
 JZ2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2054.degrees latitude (g = 980.6199 gals.).
 JZ2054
 JZ2054.The modeled gravity was interpolated from observed gravity values.
 JZ2054
 JZ2054;                    North         East    Units  Estimated Accuracy
 JZ2054;SPC IN E     -   464,190.      156,280.      MT  (+/- 180 meters Scaled)
 JZ2054
 JZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710661(NAD 83)
 JZ2054
 JZ2054                          SUPERSEDED SURVEY CONTROL
 JZ2054
 JZ2054  NGVD 29 (??/??/92)  201.654  (m)          661.59   (f) ADJ UNCH    2 0
 JZ2054
 JZ2054.Superseded values are not recommended for survey control.
 JZ2054
 JZ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2054.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2054
 JZ2054_MARKER: DB = BENCH MARK DISK
 JZ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2054_STAMPING: M 48 1934
 JZ2054_MARK LOGO: CGS
 JZ2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2054+STABILITY: SURFACE MOTION
 JZ2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2054+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 JZ2054
 JZ2054  HISTORY     - Date     Condition        Report By
 JZ2054  HISTORY     - 1934     MONUMENTED       CGS
 JZ2054  HISTORY     - 1947     GOOD             CGS
 JZ2054  HISTORY     - 20040922 GOOD             SCHC
 JZ2054
 JZ2054                          STATION DESCRIPTION
 JZ2054
 JZ2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2054'AT BROOKVILLE.
 JZ2054'AT BROOKVILLE, 0.35 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE
 JZ2054'POST OFFICE AT BROOKVILLE, AT THE JUNCTION OF STATE HIGHWAYS
 JZ2054'1 AND 101, 54 FEET WEST OF THE CENTER LINE OF STATE HIGHWAYS
 JZ2054'1 AND 101, 73 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 52,
 JZ2054'1.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A WHITE 2-STORY
 JZ2054'HOUSE, AND ABOUT 3 FEET BELOW HIGHWAY 52.  SET IN THE TOP OF A
 JZ2054'CONCRETE POST PROJECTING 2 INCHES.
 JZ2054
 JZ2054                          STATION RECOVERY (2004)
 JZ2054
 JZ2054'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2004 (JKN)
 JZ2054'RECOVERED AS DECRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1694 ***********************************************************************
 HZ1694  DESIGNATION -  M 49
 HZ1694  PID         -  HZ1694
 HZ1694  STATE/COUNTY-  IN/JENNINGS
 HZ1694  COUNTRY     -  US
 HZ1694  USGS QUAD   -  VERNON (2019)
 HZ1694
 HZ1694                         *CURRENT SURVEY CONTROL
 HZ1694  ______________________________________________________________________
 HZ1694* NAD 83(1986) POSITION- 38 55 58.     (N) 085 33 10.     (W)   SCALED
 HZ1694* NAVD 88 ORTHO HEIGHT -   232.816 (meters)      763.83  (feet) ADJUSTED
 HZ1694  ______________________________________________________________________
 HZ1694  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 HZ1694  DYNAMIC HEIGHT  -        232.667 (meters)      763.34  (feet) COMP
 HZ1694  MODELED GRAVITY -    979,981.1   (mgal)                       NAVD 88
 HZ1694
 HZ1694  VERT ORDER      -  SECOND    CLASS 0
 HZ1694
 HZ1694.The horizontal coordinates were scaled from a map and have
 HZ1694.an estimated accuracy of +/- 6 seconds.
 HZ1694
 HZ1694.The orthometric height was determined by differential leveling and
 HZ1694.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1694.in June 1991.
 HZ1694
 HZ1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1694.GEOID18 height accuracy estimate available here.
 HZ1694
 HZ1694.Click photographs - Photos may exist for this station.
 HZ1694
 HZ1694.The dynamic height is computed by dividing the NAVD 88
 HZ1694.geopotential number by the normal gravity value computed on the
 HZ1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1694.degrees latitude (g = 980.6199 gals.).
 HZ1694
 HZ1694.The modeled gravity was interpolated from observed gravity values.
 HZ1694
 HZ1694;                    North         East    Units  Estimated Accuracy
 HZ1694;SPC IN E     -   409,040.      109,880.      MT  (+/- 180 meters Scaled)
 HZ1694
 HZ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ254103(NAD 83)
 HZ1694
 HZ1694                          SUPERSEDED SURVEY CONTROL
 HZ1694
 HZ1694  NGVD 29 (??/??/92)  232.950  (m)          764.27   (f) ADJ UNCH    2 0
 HZ1694
 HZ1694.Superseded values are not recommended for survey control.
 HZ1694
 HZ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1694.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1694
 HZ1694_MARKER: DB = BENCH MARK DISK
 HZ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1694_STAMPING: M 49 1934
 HZ1694_MARK LOGO: CGS
 HZ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1694+STABILITY: SURFACE MOTION
 HZ1694
 HZ1694  HISTORY     - Date     Condition        Report By
 HZ1694  HISTORY     - 1934     MONUMENTED       CGS
 HZ1694
 HZ1694                          STATION DESCRIPTION
 HZ1694
 HZ1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1694'3.5 MI NW FROM DUPONT.
 HZ1694'IN JENNINGS COUNTY, 3.5 MILES NORTHWEST ALONG THE PENNSYLVANIA
 HZ1694'RAILROAD FROM THE STATION AT DUPONT, JEFFERSON COUNTY, 0.2 MILE
 HZ1694'SOUTHEAST OF MILEPOST C 28, 32.4 FEET SOUTHWEST OF THE
 HZ1694'SOUTHWEST RAIL, 4.1 FEET NORTHEAST OF A FENCE LINE, AND LEVEL
 HZ1694'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 49 1934
 HZ1694'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1628 ***********************************************************************
 LA1628  DESIGNATION -  M 5
 LA1628  PID         -  LA1628
 LA1628  STATE/COUNTY-  IN/WABASH
 LA1628  COUNTRY     -  US
 LA1628  USGS QUAD   -  SOMERSET (2019)
 LA1628
 LA1628                         *CURRENT SURVEY CONTROL
 LA1628  ______________________________________________________________________
 LA1628* NAD 83(1986) POSITION- 40 43 29.     (N) 085 46 52.     (W)   SCALED
 LA1628* NAVD 88 ORTHO HEIGHT -   245.963 (meters)      806.96  (feet) ADJUSTED
 LA1628  ______________________________________________________________________
 LA1628  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 LA1628  DYNAMIC HEIGHT  -        245.843 (meters)      806.57  (feet) COMP
 LA1628  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 LA1628
 LA1628  VERT ORDER      -  FIRST     CLASS II
 LA1628
 LA1628.The horizontal coordinates were scaled from a map and have
 LA1628.an estimated accuracy of +/- 6 seconds.
 LA1628
 LA1628.The orthometric height was determined by differential leveling and
 LA1628.adjusted by the NATIONAL GEODETIC SURVEY
 LA1628.in June 1991.
 LA1628
 LA1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1628.GEOID18 height accuracy estimate available here.
 LA1628
 LA1628.Click photographs - Photos may exist for this station.
 LA1628
 LA1628.The dynamic height is computed by dividing the NAVD 88
 LA1628.geopotential number by the normal gravity value computed on the
 LA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1628.degrees latitude (g = 980.6199 gals.).
 LA1628
 LA1628.The modeled gravity was interpolated from observed gravity values.
 LA1628
 LA1628;                    North         East    Units  Estimated Accuracy
 LA1628;SPC IN E     -   608,000.       90,330.      MT  (+/- 180 meters Scaled)
 LA1628
 LA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL029089(NAD 83)
 LA1628
 LA1628                          SUPERSEDED SURVEY CONTROL
 LA1628
 LA1628  NGVD 29 (??/??/92)  246.089  (m)          807.38   (f) ADJ UNCH    1 2
 LA1628
 LA1628.Superseded values are not recommended for survey control.
 LA1628
 LA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1628.See file dsdata.pdf to determine how the superseded data were derived.
 LA1628
 LA1628_MARKER: DB = BENCH MARK DISK
 LA1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1628_STAMPING: M 5 ELEV 807.282 FT
 LA1628_MARK LOGO: CGS
 LA1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1628+STABILITY: SURFACE MOTION
 LA1628
 LA1628  HISTORY     - Date     Condition        Report By
 LA1628  HISTORY     - 1916     MONUMENTED       CGS
 LA1628  HISTORY     - 1946     GOOD             CGS
 LA1628
 LA1628                          STATION DESCRIPTION
 LA1628
 LA1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1628'4.4 MI NW FROM LA FONTAINE.
 LA1628'ABOUT 4.45 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1628'FROM THE STATION AT LA FONTAINE, ABOUT 5.5 MILES SOUTHEAST OF
 LA1628'THE STATION AT WABASH, AT TREATY, 190 FEET NORTH OF THE CENTER
 LA1628'LINE OF THE SOUTH ONE OF TWO ROADS CROSSING THE RAILROAD, 78
 LA1628'FEET NORTHWEST OF THE EASTERN MOST OF TWO LARGE ELM TREES, 52
 LA1628'FEET NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF
 LA1628'A TIN BUILDING, 25 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LA1628'MAIN TRACK, 8 FEET SOUTHWEST OF A FENCE LINE, ABOUT LEVEL WITH
 LA1628'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1628'12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0125 ***********************************************************************
 KA0125  DESIGNATION -  M 50
 KA0125  PID         -  KA0125
 KA0125  STATE/COUNTY-  IN/MARION
 KA0125  COUNTRY     -  US
 KA0125  USGS QUAD   -  CLERMONT (2019)
 KA0125
 KA0125                         *CURRENT SURVEY CONTROL
 KA0125  ______________________________________________________________________
 KA0125* NAD 83(1986) POSITION- 39 47 48.     (N) 086 15 50.     (W)   SCALED
 KA0125* NAVD 88 ORTHO HEIGHT -   225.179 (meters)      738.77  (feet) ADJUSTED
 KA0125  ______________________________________________________________________
 KA0125  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 KA0125  DYNAMIC HEIGHT  -        225.057 (meters)      738.37  (feet) COMP
 KA0125  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 KA0125
 KA0125  VERT ORDER      -  SECOND    CLASS 0
 KA0125
 KA0125.The horizontal coordinates were scaled from a map and have
 KA0125.an estimated accuracy of +/- 6 seconds.
 KA0125
 KA0125.The orthometric height was determined by differential leveling and
 KA0125.adjusted by the NATIONAL GEODETIC SURVEY
 KA0125.in June 1991.
 KA0125
 KA0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0125.GEOID18 height accuracy estimate available here.
 KA0125
 KA0125.Click photographs - Photos may exist for this station.
 KA0125
 KA0125.The dynamic height is computed by dividing the NAVD 88
 KA0125.geopotential number by the normal gravity value computed on the
 KA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0125.degrees latitude (g = 980.6199 gals.).
 KA0125
 KA0125.The modeled gravity was interpolated from observed gravity values.
 KA0125
 KA0125;                    North         East    Units  Estimated Accuracy
 KA0125;SPC IN E     -   505,110.       48,850.      MT  (+/- 180 meters Scaled)
 KA0125
 KA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK630054(NAD 83)
 KA0125
 KA0125                          SUPERSEDED SURVEY CONTROL
 KA0125
 KA0125  NGVD 29 (??/??/92)  225.308  (m)          739.20   (f) ADJ UNCH    2 0
 KA0125
 KA0125.Superseded values are not recommended for survey control.
 KA0125
 KA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0125.See file dsdata.pdf to determine how the superseded data were derived.
 KA0125
 KA0125_MARKER: DB = BENCH MARK DISK
 KA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0125_STAMPING: M 50 1934
 KA0125_MARK LOGO: CGS
 KA0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0125+STABILITY: SURFACE MOTION
 KA0125
 KA0125  HISTORY     - Date     Condition        Report By
 KA0125  HISTORY     - 1934     MONUMENTED       CGS
 KA0125  HISTORY     - 1946     GOOD             CGS
 KA0125  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0125  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0125
 KA0125                          STATION DESCRIPTION
 KA0125
 KA0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0125'6.2 MI NW FROM INDIANAPOLIS.
 KA0125'6.2 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0125'STATION AT INDIANAPOLIS, MARION COUNTY, 3.4 MILES SOUTHEAST OF
 KA0125'CLERMONT, ABOUT 1/4 MILE NORTHWEST OF SPEEDWAY CITY, 2 YARDS SOUTH
 KA0125'OF POLE 6/07, 24 RAILS NORTHWEST OF A SWITCH TARGET AT A SIDING, AT
 KA0125'THE CROSSING OF CUNNINGHAM ROAD, 3 1/2 RAILS NORTHWEST OF THE CENTER
 KA0125'OF THE CROSSING, 35 FEET WEST OF THE CENTERLINE OF CUNNINGHAM ROAD,
 KA0125'19 FEET NORTH OF THE NORTH RAIL, 8 FEET SOUTH OF THE RIGHT-OF-WAY
 KA0125'FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0125'STAMPED M 50 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0125'4 INCHES ABOVE GROUND.
 KA0125
 KA0125                          STATION RECOVERY (1959)
 KA0125
 KA0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0125'MARK NOT FOUND.
 KA0125
 KA0125                          STATION RECOVERY (1976)
 KA0125
 KA0125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0606 ***********************************************************************
 KA0606  DESIGNATION -  M 51
 KA0606  PID         -  KA0606
 KA0606  STATE/COUNTY-  IN/PUTNAM
 KA0606  COUNTRY     -  US
 KA0606  USGS QUAD   -  REELSVILLE (2019)
 KA0606
 KA0606                         *CURRENT SURVEY CONTROL
 KA0606  ______________________________________________________________________
 KA0606* NAD 83(1986) POSITION- 39 37 11.     (N) 086 52 34.     (W)   SCALED
 KA0606* NAVD 88 ORTHO HEIGHT -   233.552 (meters)      766.25  (feet) ADJUSTED
 KA0606  ______________________________________________________________________
 KA0606  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 KA0606  DYNAMIC HEIGHT  -        233.420 (meters)      765.81  (feet) COMP
 KA0606  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 KA0606
 KA0606  VERT ORDER      -  SECOND    CLASS 0
 KA0606
 KA0606.The horizontal coordinates were scaled from a map and have
 KA0606.an estimated accuracy of +/- 6 seconds.
 KA0606
 KA0606.The orthometric height was determined by differential leveling and
 KA0606.adjusted by the NATIONAL GEODETIC SURVEY
 KA0606.in June 1991.
 KA0606
 KA0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0606.GEOID18 height accuracy estimate available here.
 KA0606
 KA0606.Click photographs - Photos may exist for this station.
 KA0606
 KA0606.The dynamic height is computed by dividing the NAVD 88
 KA0606.geopotential number by the normal gravity value computed on the
 KA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0606.degrees latitude (g = 980.6199 gals.).
 KA0606
 KA0606.The modeled gravity was interpolated from observed gravity values.
 KA0606
 KA0606;                    North         East    Units  Estimated Accuracy
 KA0606;SPC IN W     -   485,320.      917,790.      MT  (+/- 180 meters Scaled)
 KA0606
 KA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ106855(NAD 83)
 KA0606
 KA0606                          SUPERSEDED SURVEY CONTROL
 KA0606
 KA0606  NGVD 29 (??/??/92)  233.665  (m)          766.62   (f) ADJ UNCH    2 0
 KA0606
 KA0606.Superseded values are not recommended for survey control.
 KA0606
 KA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0606.See file dsdata.pdf to determine how the superseded data were derived.
 KA0606
 KA0606_MARKER: DB = BENCH MARK DISK
 KA0606_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0606+WITH SETTING: PAVEMENT
 KA0606_SP_SET: SEMAPHORE BASE
 KA0606_STAMPING: M 51 1934
 KA0606_MARK LOGO: CGS
 KA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0606+STABILITY: SURFACE MOTION
 KA0606
 KA0606  HISTORY     - Date     Condition        Report By
 KA0606  HISTORY     - 1934     MONUMENTED       CGS
 KA0606  HISTORY     - 1935     GOOD             CGS
 KA0606
 KA0606                          STATION DESCRIPTION
 KA0606
 KA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0606'2.2 MI S FROM GREENCASTLE.
 KA0606'2.2 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0606'RAILWAY FROM THE STATION AT GREENCASTLE, PUTNAM COUNTY, 30 YARDS
 KA0606'SOUTHEAST OF THE CROSSING OF THE NORTHBOUND TRACK OF THE
 KA0606'PENNSYLVANIA RAILROAD, 22 YARDS NORTHEAST OF THE NORTHEAST
 KA0606'CORNER OF THE SWITCH TOWER AT LIMEDALE, 21 FEET EAST OF THE
 KA0606'EAST RAIL, 6 FEET EAST OF THE EAST RAIL OF A CONNECTING SPUR
 KA0606'TRACK, AND IN THE TOP OF THE SOUTHWEST CORNER OF A SEMAPHORE
 KA0606'TOWER.  A STANDARD DISK, STAMPED M 51 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0451 ***********************************************************************
 KA0451  DESIGNATION -  M 52
 KA0451  PID         -  KA0451
 KA0451  STATE/COUNTY-  IN/MONROE
 KA0451  COUNTRY     -  US
 KA0451  USGS QUAD   -  CLEAR CREEK (2019)
 KA0451
 KA0451                         *CURRENT SURVEY CONTROL
 KA0451  ______________________________________________________________________
 KA0451* NAD 83(1986) POSITION- 39 05 30.     (N) 086 33 15.     (W)   SCALED
 KA0451* NAVD 88 ORTHO HEIGHT -   187.849 (meters)      616.30  (feet) ADJUSTED
 KA0451  ______________________________________________________________________
 KA0451  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KA0451  DYNAMIC HEIGHT  -        187.733 (meters)      615.92  (feet) COMP
 KA0451  MODELED GRAVITY -    980,008.5   (mgal)                       NAVD 88
 KA0451
 KA0451  VERT ORDER      -  SECOND    CLASS 0
 KA0451
 KA0451.The horizontal coordinates were scaled from a map and have
 KA0451.an estimated accuracy of +/- 6 seconds.
 KA0451
 KA0451.The orthometric height was determined by differential leveling and
 KA0451.adjusted by the NATIONAL GEODETIC SURVEY
 KA0451.in June 1991.
 KA0451
 KA0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0451.GEOID18 height accuracy estimate available here.
 KA0451
 KA0451.Click photographs - Photos may exist for this station.
 KA0451
 KA0451.The dynamic height is computed by dividing the NAVD 88
 KA0451.geopotential number by the normal gravity value computed on the
 KA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0451.degrees latitude (g = 980.6199 gals.).
 KA0451
 KA0451.The modeled gravity was interpolated from observed gravity values.
 KA0451
 KA0451;                    North         East    Units  Estimated Accuracy
 KA0451;SPC IN W     -   426,810.      945,780.      MT  (+/- 180 meters Scaled)
 KA0451
 KA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ385270(NAD 83)
 KA0451
 KA0451                          SUPERSEDED SURVEY CONTROL
 KA0451
 KA0451  NGVD 29 (??/??/92)  187.967  (m)          616.69   (f) ADJ UNCH    2 0
 KA0451
 KA0451.Superseded values are not recommended for survey control.
 KA0451
 KA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0451.See file dsdata.pdf to determine how the superseded data were derived.
 KA0451
 KA0451_MARKER: DB = BENCH MARK DISK
 KA0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0451_SP_SET: BRIDGE
 KA0451_STAMPING: M 52 1934
 KA0451_MARK LOGO: CGS
 KA0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0451+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 KA0451
 KA0451  HISTORY     - Date     Condition        Report By
 KA0451  HISTORY     - 1934     MONUMENTED       CGS
 KA0451  HISTORY     - 20000926 GOOD             INDNR
 KA0451  HISTORY     - 20031004 GOOD             GEOCAC
 KA0451
 KA0451                          STATION DESCRIPTION
 KA0451
 KA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0451'1.8 MI S FROM CLEAR CREEK.
 KA0451'1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0451'RAILWAY FROM THE STATION AT CLEAR CREEK, MONROE COUNTY, 33
 KA0451'RAILS SOUTH OF SIDING NATIONAL, AT STEEL BRIDGE E 1+7 OVER A
 KA0451'LARGE CREEK, IN THE TOP OF THE TOP LIMESTONE STEP AT THE
 KA0451'EAST END OF THE NORTH ABUTMENT, 7.5 FEET EAST OF THE EAST RAIL,
 KA0451'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KA0451'STAMPED M 52 1934.  NOTE-- THE CHICAGO, INDIANAPOLIS AND
 KA0451'LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
 KA0451
 KA0451                          STATION RECOVERY (2000)
 KA0451
 KA0451'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 KA0451'RAILROAD IS NOW ABANDONED.
 KA0451
 KA0451                          STATION RECOVERY (2003)
 KA0451
 KA0451'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0451'RECOVERED AS DESCRIBED, GOOD CONDITION. LAT/LONG COORDINATES NEED
 KA0451'UPDATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0333 ***********************************************************************
 KA0333  DESIGNATION -  M 53
 KA0333  PID         -  KA0333
 KA0333  STATE/COUNTY-  IN/BROWN
 KA0333  COUNTRY     -  US
 KA0333  USGS QUAD   -  NASHVILLE (2019)
 KA0333
 KA0333                         *CURRENT SURVEY CONTROL
 KA0333  ______________________________________________________________________
 KA0333* NAD 83(1986) POSITION- 39 11 20.86   (N) 086 09 34.94   (W)   HD_HELD1
 KA0333* NAVD 88 ORTHO HEIGHT -   193.758 (meters)      635.69  (feet) ADJUSTED
 KA0333  ______________________________________________________________________
 KA0333  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 KA0333  DYNAMIC HEIGHT  -        193.641 (meters)      635.30  (feet) COMP
 KA0333  MODELED GRAVITY -    980,020.3   (mgal)                       NAVD 88
 KA0333
 KA0333  VERT ORDER      -  SECOND    CLASS 0
 KA0333
 KA0333.The horizontal coordinates were determined by differentially corrected
 KA0333.hand held GPS observations or other comparable positioning techniques
 KA0333.and have an estimated accuracy of +/- 3 meters.
 KA0333
 KA0333.The orthometric height was determined by differential leveling and
 KA0333.adjusted by the NATIONAL GEODETIC SURVEY
 KA0333.in June 1991.
 KA0333
 KA0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0333.GEOID18 height accuracy estimate available here.
 KA0333
 KA0333.Click photographs - Photos may exist for this station.
 KA0333
 KA0333.The dynamic height is computed by dividing the NAVD 88
 KA0333.geopotential number by the normal gravity value computed on the
 KA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0333.degrees latitude (g = 980.6199 gals.).
 KA0333
 KA0333.The modeled gravity was interpolated from observed gravity values.
 KA0333
 KA0333;                    North         East    Units  Estimated Accuracy
 KA0333;SPC IN E     -   437,607.8      57,405.1     MT  (+/- 3 meters HH1 GPS) 
 KA0333
 KA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7256838100(NAD 83)
 KA0333
 KA0333                          SUPERSEDED SURVEY CONTROL
 KA0333
 KA0333  NGVD 29 (??/??/92)  193.879  (m)          636.08   (f) ADJ UNCH    2 0
 KA0333
 KA0333.Superseded values are not recommended for survey control.
 KA0333
 KA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0333.See file dsdata.pdf to determine how the superseded data were derived.
 KA0333
 KA0333_MARKER: DB = BENCH MARK DISK
 KA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0333_STAMPING: M 53 1934
 KA0333_MARK LOGO: CGS
 KA0333_PROJECTION: PROJECTING
 KA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0333+STABILITY: SURFACE MOTION
 KA0333
 KA0333  HISTORY     - Date     Condition        Report By
 KA0333  HISTORY     - 1934     MONUMENTED       CGS
 KA0333
 KA0333                          STATION DESCRIPTION
 KA0333
 KA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0333'5.3 MI E FROM NASHVILLE.
 KA0333'5.3 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0333'AT NASHVILLE, BROWN COUNTY, ABOUT 250 YARDS WEST OF THE GATES
 KA0333'GENERAL STORE AT GNAW BONE, ABOUT 100 YARDS EAST OF THE WEST
 KA0333'GNAW BONE SIGN, 7 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KA0333'AND 3 YARDS WEST OF A POLE AT A BARBED-WIRE FENCE CORNER.  A STANDARD
 KA0333'DISK, STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0333'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1190 ***********************************************************************
 KA1190  DESIGNATION -  M 54
 KA1190  PID         -  KA1190
 KA1190  STATE/COUNTY-  IN/SULLIVAN
 KA1190  COUNTRY     -  US
 KA1190  USGS QUAD   -  SULLIVAN (2019)
 KA1190
 KA1190                         *CURRENT SURVEY CONTROL
 KA1190  ______________________________________________________________________
 KA1190* NAD 83(1986) POSITION- 39 05 26.10   (N) 087 24 01.93   (W)   HD_HELD1
 KA1190* NAVD 88 ORTHO HEIGHT -   154.661 (meters)      507.42  (feet) ADJUSTED
 KA1190  ______________________________________________________________________
 KA1190  GEOID HEIGHT    -        -32.266 (meters)                     GEOID18
 KA1190  DYNAMIC HEIGHT  -        154.570 (meters)      507.12  (feet) COMP
 KA1190  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 KA1190
 KA1190  VERT ORDER      -  SECOND    CLASS 0
 KA1190
 KA1190.The horizontal coordinates were determined by differentially corrected
 KA1190.hand held GPS observations or other comparable positioning techniques
 KA1190.and have an estimated accuracy of +/- 3 meters.
 KA1190
 KA1190.The orthometric height was determined by differential leveling and
 KA1190.adjusted by the NATIONAL GEODETIC SURVEY
 KA1190.in June 1991.
 KA1190
 KA1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1190.GEOID18 height accuracy estimate available here.
 KA1190
 KA1190.Click photographs - Photos may exist for this station.
 KA1190
 KA1190.The dynamic height is computed by dividing the NAVD 88
 KA1190.geopotential number by the normal gravity value computed on the
 KA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1190.degrees latitude (g = 980.6199 gals.).
 KA1190
 KA1190.The modeled gravity was interpolated from observed gravity values.
 KA1190
 KA1190;                    North         East    Units  Estimated Accuracy
 KA1190;SPC IN W     -   426,600.1     872,557.8     MT  (+/- 3 meters HH1 GPS) 
 KA1190
 KA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6536126905(NAD 83)
 KA1190
 KA1190                          SUPERSEDED SURVEY CONTROL
 KA1190
 KA1190  NGVD 29 (??/??/92)  154.804  (m)          507.89   (f) ADJ UNCH    2 0
 KA1190
 KA1190.Superseded values are not recommended for survey control.
 KA1190
 KA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1190.See file dsdata.pdf to determine how the superseded data were derived.
 KA1190
 KA1190_MARKER: DB = BENCH MARK DISK
 KA1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1190_STAMPING: M 54 1934
 KA1190_MARK LOGO: CGS
 KA1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1190+STABILITY: SURFACE MOTION
 KA1190
 KA1190  HISTORY     - Date     Condition        Report By
 KA1190  HISTORY     - 1934     MONUMENTED       CGS
 KA1190  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA1190
 KA1190                          STATION DESCRIPTION
 KA1190
 KA1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1190'0.5 MI E FROM SULLIVAN.
 KA1190'0.5 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1190'STATION AT SULLIVAN, SULLIVAN COUNTY, ABOUT 200 YARDS WEST OF
 KA1190'A KRAFT PHOENIX CHEESE CORP. BUILDING, 30 YARDS WEST OF A SMALL
 KA1190'YELLOW HOUSE, 14-1/2 RAILS WEST OF A ROAD CROSSING, 3 RAILS WEST
 KA1190'OF THE FIRST SEMAPHORE SIGNAL WEST OF THE CROSSING, 7 YARDS
 KA1190'NORTH OF THE NORTH RAIL, 1 YARD SOUTH OF A POLE, AND ABOUT
 KA1190'ONE-HALF FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 54
 KA1190'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KA1190
 KA1190                          STATION RECOVERY (1976)
 KA1190
 KA1190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA1190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0398 ***********************************************************************
 JA0398  DESIGNATION -  M 55
 JA0398  PID         -  JA0398
 JA0398  STATE/COUNTY-  IN/CRAWFORD
 JA0398  COUNTRY     -  US
 JA0398  USGS QUAD   -  ENGLISH (2019)
 JA0398
 JA0398                         *CURRENT SURVEY CONTROL
 JA0398  ______________________________________________________________________
 JA0398* NAD 83(1986) POSITION- 38 18 07.     (N) 086 28 15.     (W)   SCALED
 JA0398* NAVD 88 ORTHO HEIGHT -   194.502 (meters)      638.13  (feet) ADJUSTED
 JA0398  ______________________________________________________________________
 JA0398  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 JA0398  DYNAMIC HEIGHT  -        194.366 (meters)      637.68  (feet) COMP
 JA0398  MODELED GRAVITY -    979,925.9   (mgal)                       NAVD 88
 JA0398
 JA0398  VERT ORDER      -  FIRST     CLASS II
 JA0398
 JA0398.The horizontal coordinates were scaled from a map and have
 JA0398.an estimated accuracy of +/- 6 seconds.
 JA0398
 JA0398.The orthometric height was determined by differential leveling and
 JA0398.adjusted by the NATIONAL GEODETIC SURVEY
 JA0398.in June 1991.
 JA0398
 JA0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0398.GEOID18 height accuracy estimate available here.
 JA0398
 JA0398.Click photographs - Photos may exist for this station.
 JA0398
 JA0398.The dynamic height is computed by dividing the NAVD 88
 JA0398.geopotential number by the normal gravity value computed on the
 JA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0398.degrees latitude (g = 980.6199 gals.).
 JA0398
 JA0398.The modeled gravity was interpolated from observed gravity values.
 JA0398
 JA0398;                    North         East    Units  Estimated Accuracy
 JA0398;SPC IN W     -   339,190.      953,580.      MT  (+/- 180 meters Scaled)
 JA0398
 JA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462394(NAD 83)
 JA0398
 JA0398                          SUPERSEDED SURVEY CONTROL
 JA0398
 JA0398  NGVD 29 (??/??/92)  194.610  (m)          638.48   (f) ADJ UNCH    1 2
 JA0398
 JA0398.Superseded values are not recommended for survey control.
 JA0398
 JA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0398.See file dsdata.pdf to determine how the superseded data were derived.
 JA0398
 JA0398_MARKER: DB = BENCH MARK DISK
 JA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0398_STAMPING: M 55 1934
 JA0398_MARK LOGO: CGS
 JA0398_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0398+STABILITY: SURFACE MOTION
 JA0398
 JA0398  HISTORY     - Date     Condition        Report By
 JA0398  HISTORY     - 1934     MONUMENTED       CGS
 JA0398  HISTORY     - 1965     GOOD             CGS
 JA0398
 JA0398                          STATION DESCRIPTION
 JA0398
 JA0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0398'1.1 MI N FROM GRANTSBURG.
 JA0398'1.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0398'GRANTSBURG, OR 3.6 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE
 JA0398'POST OFFICE AT ENGLISH, IN SECTION 36, T 2 S, R 1 W, 47 FEET
 JA0398'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 229 FEET SOUTHEAST
 JA0398'OF THE SOUTHEAST CORNER OF THE BOBBY WELCH HOUSE, 120 FEET
 JA0398'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT SOUTHEAST
 JA0398'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0398'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0398'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1548 ***********************************************************************
 JA1548  DESIGNATION -  M 55 RESET
 JA1548  PID         -  JA1548
 JA1548  STATE/COUNTY-  IN/CRAWFORD
 JA1548  COUNTRY     -  US
 JA1548  USGS QUAD   -  ENGLISH (2019)
 JA1548
 JA1548                         *CURRENT SURVEY CONTROL
 JA1548  ______________________________________________________________________
 JA1548* NAD 83(1986) POSITION- 38 18 07.     (N) 086 28 15.     (W)   SCALED
 JA1548* NAVD 88 ORTHO HEIGHT -   198.53  (meters)      651.3   (feet) RESET
 JA1548  ______________________________________________________________________
 JA1548  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 JA1548  VERT ORDER      -  THIRD
 JA1548
 JA1548.The horizontal coordinates were scaled from a map and have
 JA1548.an estimated accuracy of +/- 6 seconds.
 JA1548
 JA1548.The orthometric height was computed from unverified reset data.
 JA1548
 JA1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1548.GEOID18 height accuracy estimate available here.
 JA1548
 JA1548.Click photographs - Photos may exist for this station.
 JA1548
 JA1548;                    North         East    Units  Estimated Accuracy
 JA1548;SPC IN W     -   339,190.      953,580.      MT  (+/- 180 meters Scaled)
 JA1548
 JA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462394(NAD 83)
 JA1548
 JA1548                          SUPERSEDED SURVEY CONTROL
 JA1548
 JA1548  NGVD 29 (08/22/16)  198.63   (m)          651.7    (f) RESET       3  
 JA1548
 JA1548.Superseded values are not recommended for survey control.
 JA1548
 JA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1548.See file dsdata.pdf to determine how the superseded data were derived.
 JA1548
 JA1548_MARKER: DV = VERTICAL CONTROL DISK
 JA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1548_STAMPING: M 55 RESET 1981
 JA1548_MARK LOGO: NGS
 JA1548_PROJECTION: PROJECTING
 JA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1548+STABILITY: SURFACE MOTION
 JA1548
 JA1548  HISTORY     - Date     Condition        Report By
 JA1548  HISTORY     - 1981     MONUMENTED       INHD
 JA1548
 JA1548                          STATION DESCRIPTION
 JA1548
 JA1548'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1981
 JA1548'1.15 MI NORTH FROM GRANTSBURG.
 JA1548'1.15 MILES NORTH ALONG OLD STATE ROUTE 37 FROM THE POST OFFICE IN
 JA1548'GRANTSBURG, OR 3.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST
 JA1548'OFFICE IN ENGLISH, 75.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA1548'HIGHWAY, 148.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF CEDRIC
 JA1548'APPLE HOUSE, AND 5.0 FEET SOUTHWEST OF A CORNER FENCE POST.
 JA1548'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 JA1548'THE MARK IS 3.2 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0263 ***********************************************************************
 JA0263  DESIGNATION -  M 56
 JA0263  PID         -  JA0263
 JA0263  STATE/COUNTY-  IN/CRAWFORD
 JA0263  COUNTRY     -  US
 JA0263  USGS QUAD   -  MILLTOWN (2019)
 JA0263
 JA0263                         *CURRENT SURVEY CONTROL
 JA0263  ______________________________________________________________________
 JA0263* NAD 83(1986) POSITION- 38 20 53.     (N) 086 16 59.     (W)   SCALED
 JA0263* NAVD 88 ORTHO HEIGHT -   170.852 (meters)      560.54  (feet) POSTED
 JA0263  ______________________________________________________________________
 JA0263  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 JA0263  DYNAMIC HEIGHT  -        170.73  (meters)      560.1   (feet) COMP
 JA0263  MODELED GRAVITY -    979,927.6   (mgal)                       NAVD 88
 JA0263
 JA0263  VERT ORDER      -  * POSTED, SEE BELOW
 JA0263
 JA0263.The horizontal coordinates were scaled from a map and have
 JA0263.an estimated accuracy of +/- 6 seconds.
 JA0263
 JA0263.The orthometric height was determined by differential leveling
 JA0263.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0263
 JA0263.* This is a POSTED BENCH MARK height.
 JA0263
 JA0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0263.GEOID18 height accuracy estimate available here.
 JA0263
 JA0263.Click photographs - Photos may exist for this station.
 JA0263
 JA0263.The dynamic height is computed by dividing the NAVD 88
 JA0263.geopotential number by the normal gravity value computed on the
 JA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0263.degrees latitude (g = 980.6199 gals.).
 JA0263
 JA0263.The modeled gravity was interpolated from observed gravity values.
 JA0263
 JA0263;                    North         East    Units  Estimated Accuracy
 JA0263;SPC IN W     -   344,430.      969,960.      MT  (+/- 180 meters Scaled)
 JA0263
 JA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH626446(NAD 83)
 JA0263
 JA0263                          SUPERSEDED SURVEY CONTROL
 JA0263
 JA0263  NGVD 29 (??/??/92)  170.96   (m)          560.9    (f) COMPUTED    2 0
 JA0263
 JA0263.Superseded values are not recommended for survey control.
 JA0263
 JA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0263.See file dsdata.pdf to determine how the superseded data were derived.
 JA0263
 JA0263_MARKER: DB = BENCH MARK DISK
 JA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0263_STAMPING: M 56 1934
 JA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0263+STABILITY: SURFACE MOTION
 JA0263
 JA0263  HISTORY     - Date     Condition        Report By
 JA0263  HISTORY     - 1934     MONUMENTED       CGS
 JA0263  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0263
 JA0263                          STATION DESCRIPTION
 JA0263
 JA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0263'AT MILLTOWN.
 JA0263'AT MILLTOWN, CRAWFORD COUNTY, ON THE SOUTHERN RAILWAY, ABOUT
 JA0263'11 1/2 RAILS WEST OF THE STATION, AT THE A.J. DAVIS RESIDENCE,
 JA0263'86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH, 13 1/2
 JA0263'FEET NORTH OF THE NORTH RAIL OF THE WEST BRANCH OF THE MAIN
 JA0263'TRACK, 8 1/2 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND 1 1/2
 JA0263'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 56 1934
 JA0263'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD
 JA0263'STATION AND RAILROAD HAS BEEN CHANGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0983 ***********************************************************************
 JA0983  DESIGNATION -  M 57
 JA0983  PID         -  JA0983
 JA0983  STATE/COUNTY-  IN/PIKE
 JA0983  COUNTRY     -  US
 JA0983  USGS QUAD   -  VELPEN (2019)
 JA0983
 JA0983                         *CURRENT SURVEY CONTROL
 JA0983  ______________________________________________________________________
 JA0983* NAD 83(1986) POSITION- 38 20 48.     (N) 087 04 53.     (W)   SCALED
 JA0983* NAVD 88 ORTHO HEIGHT -   135.857 (meters)      445.72  (feet) ADJUSTED
 JA0983  ______________________________________________________________________
 JA0983  GEOID HEIGHT    -        -32.115 (meters)                     GEOID18
 JA0983  DYNAMIC HEIGHT  -        135.767 (meters)      445.43  (feet) COMP
 JA0983  MODELED GRAVITY -    979,962.8   (mgal)                       NAVD 88
 JA0983
 JA0983  VERT ORDER      -  FIRST     CLASS II
 JA0983
 JA0983.The horizontal coordinates were scaled from a map and have
 JA0983.an estimated accuracy of +/- 6 seconds.
 JA0983
 JA0983.The orthometric height was determined by differential leveling and
 JA0983.adjusted by the NATIONAL GEODETIC SURVEY
 JA0983.in June 1991.
 JA0983
 JA0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0983.GEOID18 height accuracy estimate available here.
 JA0983
 JA0983.Click photographs - Photos may exist for this station.
 JA0983
 JA0983.The dynamic height is computed by dividing the NAVD 88
 JA0983.geopotential number by the normal gravity value computed on the
 JA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0983.degrees latitude (g = 980.6199 gals.).
 JA0983
 JA0983.The modeled gravity was interpolated from observed gravity values.
 JA0983
 JA0983;                    North         East    Units  Estimated Accuracy
 JA0983;SPC IN W     -   343,970.      900,170.      MT  (+/- 180 meters Scaled)
 JA0983
 JA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH928442(NAD 83)
 JA0983
 JA0983                          SUPERSEDED SURVEY CONTROL
 JA0983
 JA0983  NGVD 29 (??/??/92)  135.970  (m)          446.09   (f) ADJ UNCH    1 2
 JA0983
 JA0983.Superseded values are not recommended for survey control.
 JA0983
 JA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0983.See file dsdata.pdf to determine how the superseded data were derived.
 JA0983
 JA0983_MARKER: DB = BENCH MARK DISK
 JA0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0983_SP_SET: BRIDGE
 JA0983_STAMPING: M 57 1934
 JA0983_MARK LOGO: CGS
 JA0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0983
 JA0983  HISTORY     - Date     Condition        Report By
 JA0983  HISTORY     - 1934     MONUMENTED       CGS
 JA0983  HISTORY     - 1965     GOOD             CGS
 JA0983  HISTORY     - 20130702 GOOD             INDOT
 JA0983
 JA0983                          STATION DESCRIPTION
 JA0983
 JA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0983'8.1 MI W FROM HUNTINGBURG.
 JA0983'ABOUT 8.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0983'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0983'16, T 2 S, R 6 W, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET
 JA0983'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 JA0983'CONCRETE BRIDGE OVER THE PATOKA RIVER, ABOUT 1/2 FOOT BELOW THE
 JA0983'LEVEL OF THE RAILS.
 JA0983
 JA0983                          STATION RECOVERY (2013)
 JA0983
 JA0983'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA0983'TO REACH FROM THE INTERSECTION OF STATE ROUTE 257 AND THIRD STREET IN
 JA0983'VELPEN, INDIANA, PROCEED SOUTH 0.13 MI (0.2 KM) ON THIRD STREET TO OAK
 JA0983'STREET / COUNTY ROAD 475 SOUTH, TURN LEFT (EAST) ON COUNTY ROAD 475
 JA0983'SOUTH, AND PROCEED 0.85 MI (1.4 KM) TO A RAIL ROAD CROSSING.
 JA0983'
 JA0983'TRAVERSE SOUTHEAST ALONG THE NORFOLK SOUTHERN RAIL ROAD FOR 0.38 MI
 JA0983'(0.6 KM) TO A RAIL ABUTMENT. STATION IS LOCATED IN THE TOP OF THE
 JA0983'SOUTHEAST ABUTMENT OF THE RAIL BRIDGE OVER THE PATOKA RIVER, 4.5 FT
 JA0983'(1.4 M) SOUTH OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1686 ***********************************************************************
 HZ1686  DESIGNATION -  M 60
 HZ1686  PID         -  HZ1686
 HZ1686  STATE/COUNTY-  IN/JACKSON
 HZ1686  COUNTRY     -  US
 HZ1686  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ1686
 HZ1686                         *CURRENT SURVEY CONTROL
 HZ1686  ______________________________________________________________________
 HZ1686* NAD 83(1986) POSITION- 38 49 22.     (N) 085 51 14.     (W)   SCALED
 HZ1686* NAVD 88 ORTHO HEIGHT -   162.673 (meters)      533.70  (feet) ADJUSTED
 HZ1686  ______________________________________________________________________
 HZ1686  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 HZ1686  DYNAMIC HEIGHT  -        162.568 (meters)      533.36  (feet) COMP
 HZ1686  MODELED GRAVITY -    979,983.6   (mgal)                       NAVD 88
 HZ1686
 HZ1686  VERT ORDER      -  SECOND    CLASS 0
 HZ1686
 HZ1686.The horizontal coordinates were scaled from a map and have
 HZ1686.an estimated accuracy of +/- 6 seconds.
 HZ1686
 HZ1686.The orthometric height was determined by differential leveling and
 HZ1686.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1686.in June 1991.
 HZ1686
 HZ1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1686.GEOID18 height accuracy estimate available here.
 HZ1686
 HZ1686.Click photographs - Photos may exist for this station.
 HZ1686
 HZ1686.The dynamic height is computed by dividing the NAVD 88
 HZ1686.geopotential number by the normal gravity value computed on the
 HZ1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1686.degrees latitude (g = 980.6199 gals.).
 HZ1686
 HZ1686.The modeled gravity was interpolated from observed gravity values.
 HZ1686
 HZ1686;                    North         East    Units  Estimated Accuracy
 HZ1686;SPC IN E     -   396,840.       83,740.      MT  (+/- 180 meters Scaled)
 HZ1686
 HZ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH994977(NAD 83)
 HZ1686
 HZ1686                          SUPERSEDED SURVEY CONTROL
 HZ1686
 HZ1686  NGVD 29 (??/??/92)  162.800  (m)          534.12   (f) ADJ UNCH    2 0
 HZ1686
 HZ1686.Superseded values are not recommended for survey control.
 HZ1686
 HZ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1686.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1686
 HZ1686_MARKER: DB = BENCH MARK DISK
 HZ1686_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1686_SP_SET: ABUTMENT
 HZ1686_STAMPING: M 60 1934
 HZ1686_MARK LOGO: CGS
 HZ1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1686+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 HZ1686
 HZ1686  HISTORY     - Date     Condition        Report By
 HZ1686  HISTORY     - 1934     MONUMENTED       CGS
 HZ1686  HISTORY     - 20061111 GOOD             INDIV
 HZ1686  HISTORY     - 20110706 GOOD             INDIV
 HZ1686  HISTORY     - 20160301 MARK NOT FOUND   INDOT
 HZ1686
 HZ1686                          STATION DESCRIPTION
 HZ1686
 HZ1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1686'1.9 MI N FROM CROTHERSVILLE.
 HZ1686'1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1686'STATION AT CROTHERSVILLE, JACKSON COUNTY, 0.4 MILE NORTH OF
 HZ1686'MILEPOST 69, 23 RAILS NORTH OF AN ELECTRIC CAR STATION RETREAT,
 HZ1686'AT BRIDGE NO. 68/60, IN THE TOP OF THE WEST END OF THE NORTH
 HZ1686'ABUTMENT, 5.4 FEET WEST OF THE WEST RAIL, 1.4 FEET SOUTH OF THE
 HZ1686'NORTH WING WALL, AND 4.2 FEET LOWER THAN THE TRACK.  A STANDARD
 HZ1686'DISK, STAMPED M 60 1934.
 HZ1686
 HZ1686                          STATION RECOVERY (2006)
 HZ1686
 HZ1686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DGK)
 HZ1686'FROM US 31, TAKE CR 400S (RETREAT ROAD) WEST APPROXIMATELY 0.9 MILES
 HZ1686'TO RAILROAD CROSSING.  MARK IS APPROXIMATELY 600 FEET NORTH OF
 HZ1686'CROSSING.
 HZ1686
 HZ1686                          STATION RECOVERY (2011)
 HZ1686
 HZ1686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 HZ1686'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 HZ1686
 HZ1686                          STATION RECOVERY (2016)
 HZ1686
 HZ1686'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CHS)
 HZ1686'MARK NOT FOUND, PRESUMED DESTROYED BY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0041 ***********************************************************************
 KA0041  DESIGNATION -  M 61
 KA0041  PID         -  KA0041
 KA0041  STATE/COUNTY-  IN/HENDRICKS
 KA0041  COUNTRY     -  US
 KA0041  USGS QUAD   -  PLAINFIELD (2019)
 KA0041
 KA0041                         *CURRENT SURVEY CONTROL
 KA0041  ______________________________________________________________________
 KA0041* NAD 83(1986) POSITION- 39 40 28.66   (N) 086 23 21.83   (W)   HD_HELD1
 KA0041* NAVD 88 ORTHO HEIGHT -   214.812 (meters)      704.76  (feet) ADJUSTED
 KA0041  ______________________________________________________________________
 KA0041  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0041  DYNAMIC HEIGHT  -        214.697 (meters)      704.39  (feet) COMP
 KA0041  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 KA0041
 KA0041  VERT ORDER      -  SECOND    CLASS 0
 KA0041
 KA0041.The horizontal coordinates were determined by differentially corrected
 KA0041.hand held GPS observations or other comparable positioning techniques
 KA0041.and have an estimated accuracy of +/- 3 meters.
 KA0041
 KA0041.The orthometric height was determined by differential leveling and
 KA0041.adjusted by the NATIONAL GEODETIC SURVEY
 KA0041.in June 1991.
 KA0041
 KA0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0041.GEOID18 height accuracy estimate available here.
 KA0041
 KA0041.Click photographs - Photos may exist for this station.
 KA0041
 KA0041.The dynamic height is computed by dividing the NAVD 88
 KA0041.geopotential number by the normal gravity value computed on the
 KA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0041.degrees latitude (g = 980.6199 gals.).
 KA0041
 KA0041.The modeled gravity was interpolated from observed gravity values.
 KA0041
 KA0041;                    North         East    Units  Estimated Accuracy
 KA0041;SPC IN W     -   491,622.5     959,536.5     MT  (+/- 3 meters HH1 GPS) 
 KA0041
 KA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5236791823(NAD 83)
 KA0041
 KA0041                          SUPERSEDED SURVEY CONTROL
 KA0041
 KA0041  NGVD 29 (??/??/92)  214.931  (m)          705.15   (f) ADJ UNCH    2 0
 KA0041
 KA0041.Superseded values are not recommended for survey control.
 KA0041
 KA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0041.See file dsdata.pdf to determine how the superseded data were derived.
 KA0041
 KA0041_MARKER: DB = BENCH MARK DISK
 KA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0041_STAMPING: M 61 1946
 KA0041_MARK LOGO: CGS
 KA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0041+STABILITY: SURFACE MOTION
 KA0041
 KA0041  HISTORY     - Date     Condition        Report By
 KA0041  HISTORY     - 1946     MONUMENTED       CGS
 KA0041  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 KA0041
 KA0041                          STATION DESCRIPTION
 KA0041
 KA0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0041'2.2 MI SE FROM PLAINFIELD.
 KA0041'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 267 FROM ITS
 KA0041'JUNCTION WITH U.S. HIGHWAY 40 AT PLAINFIELD, ABOUT 1.0 MILE
 KA0041'SOUTHEAST FROM THE CROSSING OF A POWER TRANSMISSION LINE AND
 KA0041'HIGHWAY 267, AT A CROSS ROAD, 38 FEET EAST OF AND ABOUT LEVEL
 KA0041'WITH THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER
 KA0041'LINE OF THE EAST-WEST ROAD, 16 FEET NORTH OF THE NORTH CONCRETE
 KA0041'HEADWALL OF A CULVERT UNDER THE SIDE ROAD, 13 FEET NORTH OF A
 KA0041'CONCRETE FENCE CORNER POST, 1.5 FEET WEST OF THE FENCE LINE, AND
 KA0041'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA0041'STAMPED M 61 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0041'7 INCHES ABOVE GROUND.
 KA0041
 KA0041                          STATION RECOVERY (1978)
 KA0041
 KA0041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0626 ***********************************************************************
 KA0626  DESIGNATION -  M 62
 KA0626  PID         -  KA0626
 KA0626  STATE/COUNTY-  IN/PUTNAM
 KA0626  COUNTRY     -  US
 KA0626  USGS QUAD   -  COATESVILLE (2019)
 KA0626
 KA0626                         *CURRENT SURVEY CONTROL
 KA0626  ______________________________________________________________________
 KA0626* NAD 83(1986) POSITION- 39 37 30.4    (N) 086 40 43.6    (W)   HD_HELD2
 KA0626* NAVD 88 ORTHO HEIGHT -   239.058 (meters)      784.31  (feet) ADJUSTED
 KA0626  ______________________________________________________________________
 KA0626  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 KA0626  DYNAMIC HEIGHT  -        238.924 (meters)      783.87  (feet) COMP
 KA0626  MODELED GRAVITY -    980,057.4   (mgal)                       NAVD 88
 KA0626
 KA0626  VERT ORDER      -  FIRST     CLASS II
 KA0626
 KA0626.The horizontal coordinates were established by autonomous hand held GPS
 KA0626.observations and have an estimated accuracy of +/- 10 meters.
 KA0626
 KA0626.The orthometric height was determined by differential leveling and
 KA0626.adjusted by the NATIONAL GEODETIC SURVEY
 KA0626.in June 1991.
 KA0626
 KA0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0626.GEOID18 height accuracy estimate available here.
 KA0626
 KA0626.Click photographs - Photos may exist for this station.
 KA0626
 KA0626.The dynamic height is computed by dividing the NAVD 88
 KA0626.geopotential number by the normal gravity value computed on the
 KA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0626.degrees latitude (g = 980.6199 gals.).
 KA0626
 KA0626.The modeled gravity was interpolated from observed gravity values.
 KA0626
 KA0626;                    North         East    Units  Estimated Accuracy
 KA0626;SPC IN W     -   485,973.      934,734.      MT  (+/- 10 meters HH2 GPS)
 KA0626
 KA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2756886198(NAD 83)
 KA0626
 KA0626                          SUPERSEDED SURVEY CONTROL
 KA0626
 KA0626  NGVD 29 (??/??/92)  239.154  (m)          784.62   (f) ADJ UNCH    1 2
 KA0626
 KA0626.Superseded values are not recommended for survey control.
 KA0626
 KA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0626.See file dsdata.pdf to determine how the superseded data were derived.
 KA0626
 KA0626_MARKER: DB = BENCH MARK DISK
 KA0626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0626_SP_SET: WINGWALL
 KA0626_STAMPING: M 62 1946
 KA0626_MARK LOGO: CGS
 KA0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0626+STABILITY: SURFACE MOTION
 KA0626
 KA0626  HISTORY     - Date     Condition        Report By
 KA0626  HISTORY     - 1946     MONUMENTED       CGS
 KA0626  HISTORY     - 1985     GOOD             NGS
 KA0626  HISTORY     - 20110714 GOOD             GEOCAC
 KA0626
 KA0626                          STATION DESCRIPTION
 KA0626
 KA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0626'2.5 MI W FROM STILESVILLE.
 KA0626'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0626'AT STILESVILLE, ABOUT 0.5 MILE WEST OF THE JUNCTION OF STATE
 KA0626'HIGHWAY 75, 0.5 MILE EAST OF THE WHITE OAK TOURIST COURT ON THE
 KA0626'NORTH SIDE OF THE HIGHWAY, 0.25 MILE EAST OF A ROAD LEADING
 KA0626'SOUTH, SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST WING WALL
 KA0626'OF A 35 FOOT CONCRETE BRIDGE, 19 FEET SOUTH OF AND ABOUT LEVEL
 KA0626'WITH THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE
 KA0626'HIGHWAY.  A STANDARD DISK, STAMPED M 62 1946.
 KA0626
 KA0626                          STATION RECOVERY (1985)
 KA0626
 KA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0626'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.4 KM (10.8
 KA0626'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0626'HIGHWAY 39 IN BELLEVILLE.
 KA0626
 KA0626                          STATION RECOVERY (2011)
 KA0626
 KA0626'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0543 ***********************************************************************
 KA0543  DESIGNATION -  M 65
 KA0543  PID         -  KA0543
 KA0543  STATE/COUNTY-  IN/MORGAN
 KA0543  COUNTRY     -  US
 KA0543  USGS QUAD   -  PARAGON (2019)
 KA0543
 KA0543                         *CURRENT SURVEY CONTROL
 KA0543  ______________________________________________________________________
 KA0543* NAD 83(1986) POSITION- 39 27 19.     (N) 086 30 09.     (W)   SCALED
 KA0543* NAVD 88 ORTHO HEIGHT -   188.559 (meters)      618.63  (feet) ADJUSTED
 KA0543  ______________________________________________________________________
 KA0543  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KA0543  DYNAMIC HEIGHT  -        188.452 (meters)      618.28  (feet) COMP
 KA0543  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0543
 KA0543  VERT ORDER      -  SECOND    CLASS 0
 KA0543
 KA0543.The horizontal coordinates were scaled from a map and have
 KA0543.an estimated accuracy of +/- 6 seconds.
 KA0543
 KA0543.The orthometric height was determined by differential leveling and
 KA0543.adjusted by the NATIONAL GEODETIC SURVEY
 KA0543.in June 1991.
 KA0543
 KA0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0543.GEOID18 height accuracy estimate available here.
 KA0543
 KA0543.Click photographs - Photos may exist for this station.
 KA0543
 KA0543.The dynamic height is computed by dividing the NAVD 88
 KA0543.geopotential number by the normal gravity value computed on the
 KA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0543.degrees latitude (g = 980.6199 gals.).
 KA0543
 KA0543.The modeled gravity was interpolated from observed gravity values.
 KA0543
 KA0543;                    North         East    Units  Estimated Accuracy
 KA0543;SPC IN W     -   467,200.      949,990.      MT  (+/- 180 meters Scaled)
 KA0543
 KA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ428674(NAD 83)
 KA0543
 KA0543                          SUPERSEDED SURVEY CONTROL
 KA0543
 KA0543  NGVD 29 (??/??/92)  188.68   (m)          619.0    (f) COMPUTED    2 0
 KA0543
 KA0543.Superseded values are not recommended for survey control.
 KA0543
 KA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0543.See file dsdata.pdf to determine how the superseded data were derived.
 KA0543
 KA0543_MARKER: DB = BENCH MARK DISK
 KA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0543_STAMPING: M 65 1946
 KA0543_MARK LOGO: CGS
 KA0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0543+STABILITY: SURFACE MOTION
 KA0543
 KA0543  HISTORY     - Date     Condition        Report By
 KA0543  HISTORY     - 1946     MONUMENTED       CGS
 KA0543
 KA0543                          STATION DESCRIPTION
 KA0543
 KA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0543'5 MI SE FROM WAKELAND.
 KA0543'ALONG THE GRAVEL ROAD ABOUT 4.95 MILES SOUTHEAST OF THE CROSS ROADS
 KA0543'AT WAKELAND, AT THE JUNCTION OF A ROAD LEADING EAST ACROSS A
 KA0543'STEEL BRIDGE OVER BURNETTS CREEK, 62 FEET SOUTHEAST OF THE SOUTHWEST
 KA0543'CORNER OF THE BRIDGE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 KA0543'ROAD LEADING SOUTH, 32 FEET WEST OF A 24-INCH SYCAMORE TREE, 45 FEET
 KA0543'SOUTH OF REA POWER POLE NUMBER A 1-89, 1 1/2 FEET SOUTHWEST OF A
 KA0543'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A
 KA0543'STANDARD DISK, STAMPED M 65 1946 AND SET IN THE TOP OF A CONCRETE
 KA0543'POST.  NOTE-- THIS MARK MAY BE REACHED FROM MARTINSVILLE BY
 KA0543'GOING 3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0543'STATION, THENCE 3.15 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING
 KA0543'TO WAKELAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1072 ***********************************************************************
 KA1072  DESIGNATION -  M 66
 KA1072  PID         -  KA1072
 KA1072  STATE/COUNTY-  IN/VIGO
 KA1072  COUNTRY     -  US
 KA1072  USGS QUAD   -  TERRE HAUTE (2019)
 KA1072
 KA1072                         *CURRENT SURVEY CONTROL
 KA1072  ______________________________________________________________________
 KA1072* NAD 83(1986) POSITION- 39 28 11.6    (N) 087 23 01.3    (W)   HD_HELD2
 KA1072* NAVD 88 ORTHO HEIGHT -   149.659 (meters)      491.01  (feet) ADJUSTED
 KA1072  ______________________________________________________________________
 KA1072  GEOID HEIGHT    -        -32.743 (meters)                     GEOID18
 KA1072  DYNAMIC HEIGHT  -        149.574 (meters)      490.73  (feet) COMP
 KA1072  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA1072
 KA1072  VERT ORDER      -  FIRST     CLASS II
 KA1072
 KA1072.The horizontal coordinates were established by autonomous hand held GPS
 KA1072.observations and have an estimated accuracy of +/- 10 meters.
 KA1072
 KA1072.The orthometric height was determined by differential leveling and
 KA1072.adjusted by the NATIONAL GEODETIC SURVEY
 KA1072.in June 1991.
 KA1072
 KA1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1072.GEOID18 height accuracy estimate available here.
 KA1072
 KA1072.Click photographs - Photos may exist for this station.
 KA1072
 KA1072.The dynamic height is computed by dividing the NAVD 88
 KA1072.geopotential number by the normal gravity value computed on the
 KA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1072.degrees latitude (g = 980.6199 gals.).
 KA1072
 KA1072.The modeled gravity was interpolated from observed gravity values.
 KA1072
 KA1072;                    North         East    Units  Estimated Accuracy
 KA1072;SPC IN W     -   468,705.      874,155.      MT  (+/- 10 meters HH2 GPS)
 KA1072
 KA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6699668993(NAD 83)
 KA1072
 KA1072                          SUPERSEDED SURVEY CONTROL
 KA1072
 KA1072  NGVD 29 (??/??/92)  149.824  (m)          491.55   (f) ADJ UNCH    1 2
 KA1072
 KA1072.Superseded values are not recommended for survey control.
 KA1072
 KA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1072.See file dsdata.pdf to determine how the superseded data were derived.
 KA1072
 KA1072_MARKER: DB = BENCH MARK DISK
 KA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1072_STAMPING: M 66 1946
 KA1072_MARK LOGO: CGS
 KA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1072+STABILITY: SURFACE MOTION
 KA1072
 KA1072  HISTORY     - Date     Condition        Report By
 KA1072  HISTORY     - 1946     MONUMENTED       CGS
 KA1072  HISTORY     - 1985     GOOD             NGS
 KA1072  HISTORY     - 19900428 GOOD             USPSQD
 KA1072  HISTORY     - 20230905 GOOD             USPSQD
 KA1072
 KA1072                          STATION DESCRIPTION
 KA1072
 KA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1072'AT TERRE HAUTE.
 KA1072'AT TERRE HAUTE, ABOUT 1.7 MILE EAST ALONG WABASH AVENUE, (U.S.
 KA1072'HIGHWAY 40) FROM THE COURT HOUSE AT TERRE HAUTE, AT 22ND STREET,
 KA1072'70 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1072'HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF 22ND STREET, 4
 KA1072'FEET WEST OF THE STREET CURBING, 3 FEET EAST OF THE EAST EDGE
 KA1072'OF THE SIDEWALK, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA1072'POST.  A STANDARD DISK, STAMPED M 66 1946 AND SET IN THE TOP OF
 KA1072'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA1072
 KA1072                          STATION RECOVERY (1985)
 KA1072
 KA1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1072'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--IN
 KA1072'THE NORTHEAST CORNER OF A PUBLIC PARK DIRECTLY ACROSS FROM MILLER
 KA1072'PARROT BAKING COMPANY.  ADD--NEAR THE NORTHEAST CORNER OF STEEG PARK.
 KA1072
 KA1072                          STATION RECOVERY (1990)
 KA1072
 KA1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1072'RECOVERED IN GOOD CONDITION.
 KA1072
 KA1072                          STATION RECOVERY (2023)
 KA1072
 KA1072'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1072'3 FT (0.9 M) WEST OF EDGE OF ROAD, 1 FT (0.3 M) NORTH OF DRIVEWAY, 2
 KA1072'FT (0.6 M) EAST OF EDGE OF SIDEWALK, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0507 ***********************************************************************
 KA0507  DESIGNATION -  M 67
 KA0507  PID         -  KA0507
 KA0507  STATE/COUNTY-  IN/OWEN
 KA0507  COUNTRY     -  US
 KA0507  USGS QUAD   -  PATRICKSBURG (2019)
 KA0507
 KA0507                         *CURRENT SURVEY CONTROL
 KA0507  ______________________________________________________________________
 KA0507* NAD 83(1986) POSITION- 39 17 25.     (N) 086 59 54.     (W)   SCALED
 KA0507* NAVD 88 ORTHO HEIGHT -   171.730 (meters)      563.42  (feet) ADJUSTED
 KA0507  ______________________________________________________________________
 KA0507  GEOID HEIGHT    -        -32.787 (meters)                     GEOID18
 KA0507  DYNAMIC HEIGHT  -        171.629 (meters)      563.09  (feet) COMP
 KA0507  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 KA0507
 KA0507  VERT ORDER      -  SECOND    CLASS 0
 KA0507
 KA0507.The horizontal coordinates were scaled from a map and have
 KA0507.an estimated accuracy of +/- 6 seconds.
 KA0507
 KA0507.The orthometric height was determined by differential leveling and
 KA0507.adjusted by the NATIONAL GEODETIC SURVEY
 KA0507.in June 1991.
 KA0507
 KA0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0507.GEOID18 height accuracy estimate available here.
 KA0507
 KA0507.Click photographs - Photos may exist for this station.
 KA0507
 KA0507.The dynamic height is computed by dividing the NAVD 88
 KA0507.geopotential number by the normal gravity value computed on the
 KA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0507.degrees latitude (g = 980.6199 gals.).
 KA0507
 KA0507.The modeled gravity was interpolated from observed gravity values.
 KA0507
 KA0507;                    North         East    Units  Estimated Accuracy
 KA0507;SPC IN W     -   448,730.      907,330.      MT  (+/- 180 meters Scaled)
 KA0507
 KA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ001489(NAD 83)
 KA0507
 KA0507                          SUPERSEDED SURVEY CONTROL
 KA0507
 KA0507  NGVD 29 (??/??/92)  171.848  (m)          563.80   (f) ADJ UNCH    2 0
 KA0507
 KA0507.Superseded values are not recommended for survey control.
 KA0507
 KA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0507.See file dsdata.pdf to determine how the superseded data were derived.
 KA0507
 KA0507_MARKER: DB = BENCH MARK DISK
 KA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0507_STAMPING: M 67 1946
 KA0507_MARK LOGO: CGS
 KA0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0507+STABILITY: SURFACE MOTION
 KA0507
 KA0507  HISTORY     - Date     Condition        Report By
 KA0507  HISTORY     - 1946     MONUMENTED       CGS
 KA0507  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA0507
 KA0507                          STATION DESCRIPTION
 KA0507
 KA0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0507'3.7 MI SW FROM PATRICKSBURG.
 KA0507'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 246 FROM THE POST
 KA0507'OFFICE AT PATRICKSBURG, ABOUT 0.1 MILE SOUTHWEST OF A CEMETERY
 KA0507'ON A HILL-TOP, AT A CROSS ROAD (DIM ROAD SOUTHEAST), 42 FEET
 KA0507'SOUTHWEST OF AND ACROSS A STREAM FROM THE CENTER LINE OF THE
 KA0507'DIM ROAD LEADING SOUTHEAST TO A STEEL BRIDGE, 27 FEET SOUTHWEST
 KA0507'OF THE SOUTHEAST END OF A 3 FOOT PIPE CULVERT UNDER THE HIGHWAY,
 KA0507'25 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0507'HIGHWAY, 7 FEET EAST OF THE CENTER OF AN OLD WELL, AND 2 FEET
 KA0507'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0507'M 67 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0507'INCHES ABOVE GROUND.
 KA0507
 KA0507                          STATION RECOVERY (2006)
 KA0507
 KA0507'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1138 ***********************************************************************
 KA1138  DESIGNATION -  M 68
 KA1138  PID         -  KA1138
 KA1138  STATE/COUNTY-  IN/CLAY
 KA1138  COUNTRY     -  US
 KA1138  USGS QUAD   -  CLAY CITY (2019)
 KA1138
 KA1138                         *CURRENT SURVEY CONTROL
 KA1138  ______________________________________________________________________
 KA1138* NAD 83(1986) POSITION- 39 22 11.     (N) 087 06 38.     (W)   SCALED
 KA1138* NAVD 88 ORTHO HEIGHT -   178.047 (meters)      584.14  (feet) ADJUSTED
 KA1138  ______________________________________________________________________
 KA1138  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 KA1138  DYNAMIC HEIGHT  -        177.945 (meters)      583.81  (feet) COMP
 KA1138  MODELED GRAVITY -    980,047.9   (mgal)                       NAVD 88
 KA1138
 KA1138  VERT ORDER      -  SECOND    CLASS 0
 KA1138
 KA1138.The horizontal coordinates were scaled from a map and have
 KA1138.an estimated accuracy of +/- 6 seconds.
 KA1138
 KA1138.The orthometric height was determined by differential leveling and
 KA1138.adjusted by the NATIONAL GEODETIC SURVEY
 KA1138.in June 1991.
 KA1138
 KA1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1138.GEOID18 height accuracy estimate available here.
 KA1138
 KA1138.Click photographs - Photos may exist for this station.
 KA1138
 KA1138.The dynamic height is computed by dividing the NAVD 88
 KA1138.geopotential number by the normal gravity value computed on the
 KA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1138.degrees latitude (g = 980.6199 gals.).
 KA1138
 KA1138.The modeled gravity was interpolated from observed gravity values.
 KA1138
 KA1138;                    North         East    Units  Estimated Accuracy
 KA1138;SPC IN W     -   457,540.      897,650.      MT  (+/- 180 meters Scaled)
 KA1138
 KA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904578(NAD 83)
 KA1138
 KA1138                          SUPERSEDED SURVEY CONTROL
 KA1138
 KA1138  NGVD 29 (??/??/92)  178.154  (m)          584.49   (f) ADJ UNCH    2 0
 KA1138
 KA1138.Superseded values are not recommended for survey control.
 KA1138
 KA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1138.See file dsdata.pdf to determine how the superseded data were derived.
 KA1138
 KA1138_MARKER: DB = BENCH MARK DISK
 KA1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1138_SP_SET: CULVERT HEADWALL
 KA1138_STAMPING: M 68 1946
 KA1138_MARK LOGO: CGS
 KA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1138+STABILITY: SURFACE MOTION
 KA1138
 KA1138  HISTORY     - Date     Condition        Report By
 KA1138  HISTORY     - 1946     MONUMENTED       CGS
 KA1138
 KA1138                          STATION DESCRIPTION
 KA1138
 KA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1138'1.4 MI E FROM SALINE CITY.
 KA1138'ABOUT 1.3 MILES EAST ALONG A GRAVEL ROAD, FROM THE POST OFFICE
 KA1138'AT SALINE CITY, THENCE ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY
 KA1138'59, 0.1 MILE SOUTH OF A JUNCTION OF A ROAD LEADING EAST, SET IN
 KA1138'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 KA1138'DOUBLE CONCRETE PIPE CULVERT, 18 FEET WEST OF AND ABOUT 0.5 FOOT
 KA1138'ABOVE THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA1138'M 68 1946.  THIS MARK MAY BE REACHED FROM THE METHODIST CHURCH
 KA1138'AT ASHBORO BY GOING 2.0 MILES SOUTH ALONG STATE HIGHWAY 59.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0502 ***********************************************************************
 KA0502  DESIGNATION -  M 69
 KA0502  PID         -  KA0502
 KA0502  STATE/COUNTY-  IN/OWEN
 KA0502  COUNTRY     -  US
 KA0502  USGS QUAD   -  POLAND (2019)
 KA0502
 KA0502                         *CURRENT SURVEY CONTROL
 KA0502  ______________________________________________________________________
 KA0502* NAD 83(1986) POSITION- 39 26 38.     (N) 086 56 09.     (W)   SCALED
 KA0502* NAVD 88 ORTHO HEIGHT -   196.803 (meters)      645.68  (feet) ADJUSTED
 KA0502  ______________________________________________________________________
 KA0502  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KA0502  DYNAMIC HEIGHT  -        196.690 (meters)      645.31  (feet) COMP
 KA0502  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 KA0502
 KA0502  VERT ORDER      -  SECOND    CLASS 0
 KA0502
 KA0502.The horizontal coordinates were scaled from a map and have
 KA0502.an estimated accuracy of +/- 6 seconds.
 KA0502
 KA0502.The orthometric height was determined by differential leveling and
 KA0502.adjusted by the NATIONAL GEODETIC SURVEY
 KA0502.in June 1991.
 KA0502
 KA0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0502.GEOID18 height accuracy estimate available here.
 KA0502
 KA0502.Click photographs - Photos may exist for this station.
 KA0502
 KA0502.The dynamic height is computed by dividing the NAVD 88
 KA0502.geopotential number by the normal gravity value computed on the
 KA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0502.degrees latitude (g = 980.6199 gals.).
 KA0502
 KA0502.The modeled gravity was interpolated from observed gravity values.
 KA0502
 KA0502;                    North         East    Units  Estimated Accuracy
 KA0502;SPC IN W     -   465,790.      912,700.      MT  (+/- 180 meters Scaled)
 KA0502
 KA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ055660(NAD 83)
 KA0502
 KA0502                          SUPERSEDED SURVEY CONTROL
 KA0502
 KA0502  NGVD 29 (??/??/92)  196.921  (m)          646.07   (f) ADJ UNCH    2 0
 KA0502
 KA0502.Superseded values are not recommended for survey control.
 KA0502
 KA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0502.See file dsdata.pdf to determine how the superseded data were derived.
 KA0502
 KA0502_MARKER: DB = BENCH MARK DISK
 KA0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0502_SP_SET: BRIDGE
 KA0502_STAMPING: M 69 1946
 KA0502_MARK LOGO: CGS
 KA0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0502
 KA0502  HISTORY     - Date     Condition        Report By
 KA0502  HISTORY     - 1946     MONUMENTED       CGS
 KA0502
 KA0502                          STATION DESCRIPTION
 KA0502
 KA0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0502'0.8 MI E FROM POLAND.
 KA0502'0.8 MILE EAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0502'AT POLAND, 0.3 MILE EAST OF THE CLAY-OWEN COUNTY LINE, SET IN
 KA0502'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 32 FOOT
 KA0502'CONCRETE BRIDGE, 17 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE
 KA0502'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 69
 KA0502'1946, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0710 ***********************************************************************
 KA0710  DESIGNATION -  M 70
 KA0710  PID         -  KA0710
 KA0710  STATE/COUNTY-  IN/PUTNAM
 KA0710  COUNTRY     -  US
 KA0710  USGS QUAD   -  REELSVILLE (2019)
 KA0710
 KA0710                         *CURRENT SURVEY CONTROL
 KA0710  ______________________________________________________________________
 KA0710* NAD 83(1986) POSITION- 39 31 57.     (N) 086 56 21.     (W)   SCALED
 KA0710* NAVD 88 ORTHO HEIGHT -   222.139 (meters)      728.80  (feet) ADJUSTED
 KA0710  ______________________________________________________________________
 KA0710  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 KA0710  DYNAMIC HEIGHT  -        222.013 (meters)      728.39  (feet) COMP
 KA0710  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0710
 KA0710  VERT ORDER      -  SECOND    CLASS 0
 KA0710
 KA0710.The horizontal coordinates were scaled from a map and have
 KA0710.an estimated accuracy of +/- 6 seconds.
 KA0710
 KA0710.The orthometric height was determined by differential leveling and
 KA0710.adjusted by the NATIONAL GEODETIC SURVEY
 KA0710.in June 1991.
 KA0710
 KA0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0710.GEOID18 height accuracy estimate available here.
 KA0710
 KA0710.Click photographs - Photos may exist for this station.
 KA0710
 KA0710.The dynamic height is computed by dividing the NAVD 88
 KA0710.geopotential number by the normal gravity value computed on the
 KA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0710.degrees latitude (g = 980.6199 gals.).
 KA0710
 KA0710.The modeled gravity was interpolated from observed gravity values.
 KA0710
 KA0710;                    North         East    Units  Estimated Accuracy
 KA0710;SPC IN W     -   475,620.      912,390.      MT  (+/- 180 meters Scaled)
 KA0710
 KA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ052758(NAD 83)
 KA0710
 KA0710                          SUPERSEDED SURVEY CONTROL
 KA0710
 KA0710  NGVD 29 (??/??/92)  222.258  (m)          729.19   (f) ADJ UNCH    2 0
 KA0710
 KA0710.Superseded values are not recommended for survey control.
 KA0710
 KA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0710.See file dsdata.pdf to determine how the superseded data were derived.
 KA0710
 KA0710_MARKER: DB = BENCH MARK DISK
 KA0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0710_STAMPING: M 70 1946
 KA0710_MARK LOGO: CGS
 KA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0710+STABILITY: SURFACE MOTION
 KA0710
 KA0710  HISTORY     - Date     Condition        Report By
 KA0710  HISTORY     - 1946     MONUMENTED       CGS
 KA0710
 KA0710                          STATION DESCRIPTION
 KA0710
 KA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0710'1.9 MI SW FROM MANHATTAN.
 KA0710'ABOUT 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BIG
 KA0710'WALNUT CHURCH FROM THE MANHATTAN GROCERY STORE AT CROSS ROAD AT
 KA0710'MANHATTAN, AT A FARM HOUSE BUILT OF YELLOW TILE, 77.5 FEET EAST
 KA0710'OF THE CENTER OF A WELL, 51 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KA0710'THE HOUSE, 39 FEET WEST OF A WELL, 51 FEET SOUTH OF THE SOUTHEAST
 KA0710'CORNER OF THE HOUSE, 39 FEET WEST OF AND ABOUT 2.5 FEET ABOVE THE
 KA0710'CENTER LINE OF THE ROAD, 20 FEET WEST OF A FENCE CORNER, 1.5 FEET
 KA0710'NORTH OF A WIRE FENCE, AND 2 FEET FROM A WHITE WOODEN WITNESS
 KA0710'POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE BIG WALNUT CHURCH
 KA0710'BY GOING 1.1 MILES NORTHEAST ALONG A ROAD LEADING TO MANHATTAN.
 KA0710'A STANDARD DISK, STAMPED M 70 1946 AND SET IN THE TOP OF A
 KA0710'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0840 ***********************************************************************
 KA0840  DESIGNATION -  M 71
 KA0840  PID         -  KA0840
 KA0840  STATE/COUNTY-  IN/PARKE
 KA0840  COUNTRY     -  US
 KA0840  USGS QUAD   -  BELLMORE (2019)
 KA0840
 KA0840                         *CURRENT SURVEY CONTROL
 KA0840  ______________________________________________________________________
 KA0840* NAD 83(1986) POSITION- 39 45 16.     (N) 087 06 18.     (W)   SCALED
 KA0840* NAVD 88 ORTHO HEIGHT -   225.703 (meters)      740.49  (feet) ADJUSTED
 KA0840  ______________________________________________________________________
 KA0840  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 KA0840  DYNAMIC HEIGHT  -        225.575 (meters)      740.07  (feet) COMP
 KA0840  MODELED GRAVITY -    980,052.7   (mgal)                       NAVD 88
 KA0840
 KA0840  VERT ORDER      -  SECOND    CLASS 0
 KA0840
 KA0840.The horizontal coordinates were scaled from a map and have
 KA0840.an estimated accuracy of +/- 6 seconds.
 KA0840
 KA0840.The orthometric height was determined by differential leveling and
 KA0840.adjusted by the NATIONAL GEODETIC SURVEY
 KA0840.in June 1991.
 KA0840
 KA0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0840.GEOID18 height accuracy estimate available here.
 KA0840
 KA0840.Click photographs - Photos may exist for this station.
 KA0840
 KA0840.The dynamic height is computed by dividing the NAVD 88
 KA0840.geopotential number by the normal gravity value computed on the
 KA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0840.degrees latitude (g = 980.6199 gals.).
 KA0840
 KA0840.The modeled gravity was interpolated from observed gravity values.
 KA0840
 KA0840;                    North         East    Units  Estimated Accuracy
 KA0840;SPC IN W     -   500,250.      898,140.      MT  (+/- 180 meters Scaled)
 KA0840
 KA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK910005(NAD 83)
 KA0840
 KA0840                          SUPERSEDED SURVEY CONTROL
 KA0840
 KA0840  NGVD 29 (??/??/92)  225.800  (m)          740.81   (f) ADJ UNCH    2 0
 KA0840
 KA0840.Superseded values are not recommended for survey control.
 KA0840
 KA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0840.See file dsdata.pdf to determine how the superseded data were derived.
 KA0840
 KA0840_MARKER: DB = BENCH MARK DISK
 KA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0840_STAMPING: M 71 1946
 KA0840_MARK LOGO: CGS
 KA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0840+STABILITY: SURFACE MOTION
 KA0840
 KA0840  HISTORY     - Date     Condition        Report By
 KA0840  HISTORY     - 1946     MONUMENTED       CGS
 KA0840
 KA0840                          STATION DESCRIPTION
 KA0840
 KA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0840'0.4 MI S FROM BELLMORE.
 KA0840'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE COMMUNITY
 KA0840'HALL AT BELLMORE, 240 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 KA0840'LEADING TO A 2-STORY WHITE FARM HOUSE ON THE EAST SIDE OF THE
 KA0840'HIGHWAY, 53 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE MOST
 KA0840'SOUTHERLY OF A ROW OF LARGE MAPLE TREES, 23 FEET EAST OF THE
 KA0840'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A CONCRETE
 KA0840'CORNER FENCE POST, ABOUT 2 FEET FROM A WHITE WOODEN WITNESS POST
 KA0840'AND 1 FOOT LOWER THAN HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0841 ***********************************************************************
 KA0841  DESIGNATION -  M 71 RESET
 KA0841  PID         -  KA0841
 KA0841  STATE/COUNTY-  IN/PARKE
 KA0841  COUNTRY     -  US
 KA0841  USGS QUAD   -  BELLMORE (2019)
 KA0841
 KA0841                         *CURRENT SURVEY CONTROL
 KA0841  ______________________________________________________________________
 KA0841* NAD 83(1986) POSITION- 39 45 16.     (N) 087 06 18.     (W)   SCALED
 KA0841* NAVD 88 ORTHO HEIGHT -   225.85  (meters)      741.0   (feet) RESET
 KA0841  ______________________________________________________________________
 KA0841  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 KA0841  VERT ORDER      -  THIRD
 KA0841
 KA0841.The horizontal coordinates were scaled from a map and have
 KA0841.an estimated accuracy of +/- 6 seconds.
 KA0841
 KA0841.The orthometric height was computed from unverified reset data.
 KA0841
 KA0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0841.GEOID18 height accuracy estimate available here.
 KA0841
 KA0841.Click photographs - Photos may exist for this station.
 KA0841
 KA0841;                    North         East    Units  Estimated Accuracy
 KA0841;SPC IN W     -   500,250.      898,140.      MT  (+/- 180 meters Scaled)
 KA0841
 KA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK910005(NAD 83)
 KA0841
 KA0841                          SUPERSEDED SURVEY CONTROL
 KA0841
 KA0841  NGVD 29 (??/??/??)  225.94   (m)          741.3    (f) RESET       3  
 KA0841
 KA0841.Superseded values are not recommended for survey control.
 KA0841
 KA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0841.See file dsdata.pdf to determine how the superseded data were derived.
 KA0841
 KA0841_MARKER: DB = BENCH MARK DISK
 KA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0841_STAMPING: M 71 RESET 1956
 KA0841_MARK LOGO: CGS
 KA0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0841+STABILITY: SURFACE MOTION
 KA0841
 KA0841  HISTORY     - Date     Condition        Report By
 KA0841  HISTORY     - 1956     MONUMENTED       INHD
 KA0841
 KA0841                          STATION DESCRIPTION
 KA0841
 KA0841'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 KA0841'0.4 MI S FROM BELLMORE.
 KA0841'0.35 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE COMMUNITY HALL
 KA0841'AT BELLMORE, 240 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 KA0841'LEADING TO A 2 STORY WHITE FARMHOUSE ON THE EAST SIDE OF THE
 KA0841'HIGHWAY, 1.5 FEET SOUTH OF A WIRE FENCE RUNNING EAST, 3 FEET
 KA0841'SOUTHEAST OF AN IRON CORNER FENCE POST, 42.5 FEET EAST OF THE
 KA0841'CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF A CONCRETE INDIANA
 KA0841'RIGHT-OF-WAY MARKER AND ABOUT 2.5 FEET LOWER THAN THE HIGHWAY
 KA0841'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0567 ***********************************************************************
 KA0567  DESIGNATION -  M 72
 KA0567  PID         -  KA0567
 KA0567  STATE/COUNTY-  IN/PUTNAM
 KA0567  COUNTRY     -  US
 KA0567  USGS QUAD   -  ROACHDALE (2019)
 KA0567
 KA0567                         *CURRENT SURVEY CONTROL
 KA0567  ______________________________________________________________________
 KA0567* NAD 83(1986) POSITION- 39 45 37.78   (N) 086 47 28.46   (W)   HD_HELD1
 KA0567* NAVD 88 ORTHO HEIGHT -   262.377 (meters)      860.82  (feet) ADJUSTED
 KA0567  ______________________________________________________________________
 KA0567  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 KA0567  DYNAMIC HEIGHT  -        262.230 (meters)      860.33  (feet) COMP
 KA0567  MODELED GRAVITY -    980,060.3   (mgal)                       NAVD 88
 KA0567
 KA0567  VERT ORDER      -  SECOND    CLASS 0
 KA0567
 KA0567.The horizontal coordinates were determined by differentially corrected
 KA0567.hand held GPS observations or other comparable positioning techniques
 KA0567.and have an estimated accuracy of +/- 3 meters.
 KA0567
 KA0567.The orthometric height was determined by differential leveling and
 KA0567.adjusted by the NATIONAL GEODETIC SURVEY
 KA0567.in June 1991.
 KA0567
 KA0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0567.GEOID18 height accuracy estimate available here.
 KA0567
 KA0567.Click photographs - Photos may exist for this station.
 KA0567
 KA0567.The dynamic height is computed by dividing the NAVD 88
 KA0567.geopotential number by the normal gravity value computed on the
 KA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0567.degrees latitude (g = 980.6199 gals.).
 KA0567
 KA0567.The modeled gravity was interpolated from observed gravity values.
 KA0567
 KA0567;                    North         East    Units  Estimated Accuracy
 KA0567;SPC IN W     -   500,966.5     925,029.2     MT  (+/- 3 meters HH1 GPS) 
 KA0567
 KA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1788101195(NAD 83)
 KA0567
 KA0567                          SUPERSEDED SURVEY CONTROL
 KA0567
 KA0567  NGVD 29 (??/??/92)  262.485  (m)          861.17   (f) ADJ UNCH    2 0
 KA0567
 KA0567.Superseded values are not recommended for survey control.
 KA0567
 KA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0567.See file dsdata.pdf to determine how the superseded data were derived.
 KA0567
 KA0567_MARKER: DB = BENCH MARK DISK
 KA0567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0567_SP_SET: BOX CULVERT HEADWALL
 KA0567_STAMPING: M 72 1946
 KA0567_MARK LOGO: CGS
 KA0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0567+STABILITY: SURFACE MOTION
 KA0567
 KA0567  HISTORY     - Date     Condition        Report By
 KA0567  HISTORY     - 1946     MONUMENTED       CGS
 KA0567
 KA0567                          STATION DESCRIPTION
 KA0567
 KA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0567'1.1 MI E FROM BAINBRIDGE.
 KA0567'ABOUT 1.1 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0567'AT BAINBRIDGE, 0.15 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD
 KA0567'LEADING SOUTH, 192 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A
 KA0567'MARATHON GASOLINE SIGN BOARD, IN THE TOP OF THE EAST END OF THE
 KA0567'NORTH HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT AT A FILL ACROSS
 KA0567'A DRAW, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT
 KA0567'WEST OF THE EAST END OF THE HEADWALL AND ABOUT 7 FEET LOWER THAN
 KA0567'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED M 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0800 ***********************************************************************
 KA0800  DESIGNATION -  M 73
 KA0800  PID         -  KA0800
 KA0800  STATE/COUNTY-  IN/PUTNAM
 KA0800  COUNTRY     -  US
 KA0800  USGS QUAD   -  GREENCASTLE (2019)
 KA0800
 KA0800                         *CURRENT SURVEY CONTROL
 KA0800  ______________________________________________________________________
 KA0800* NAD 83(1986) POSITION- 39 39 42.     (N) 086 52 05.     (W)   SCALED
 KA0800* NAVD 88 ORTHO HEIGHT -   209.255 (meters)      686.53  (feet) ADJUSTED
 KA0800  ______________________________________________________________________
 KA0800  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 KA0800  DYNAMIC HEIGHT  -        209.137 (meters)      686.14  (feet) COMP
 KA0800  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 KA0800
 KA0800  VERT ORDER      -  SECOND    CLASS 0
 KA0800
 KA0800.The horizontal coordinates were scaled from a map and have
 KA0800.an estimated accuracy of +/- 6 seconds.
 KA0800
 KA0800.The orthometric height was determined by differential leveling and
 KA0800.adjusted by the NATIONAL GEODETIC SURVEY
 KA0800.in June 1991.
 KA0800
 KA0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0800.GEOID18 height accuracy estimate available here.
 KA0800
 KA0800.Click photographs - Photos may exist for this station.
 KA0800
 KA0800.The dynamic height is computed by dividing the NAVD 88
 KA0800.geopotential number by the normal gravity value computed on the
 KA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0800.degrees latitude (g = 980.6199 gals.).
 KA0800
 KA0800.The modeled gravity was interpolated from observed gravity values.
 KA0800
 KA0800;                    North         East    Units  Estimated Accuracy
 KA0800;SPC IN W     -   489,980.      918,470.      MT  (+/- 180 meters Scaled)
 KA0800
 KA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113902(NAD 83)
 KA0800
 KA0800                          SUPERSEDED SURVEY CONTROL
 KA0800
 KA0800  NGVD 29 (??/??/92)  209.369  (m)          686.90   (f) ADJ UNCH    2 0
 KA0800
 KA0800.Superseded values are not recommended for survey control.
 KA0800
 KA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0800.See file dsdata.pdf to determine how the superseded data were derived.
 KA0800
 KA0800_MARKER: DB = BENCH MARK DISK
 KA0800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0800_SP_SET: CULVERT HEADWALL
 KA0800_STAMPING: M 73 1946
 KA0800_MARK LOGO: CGS
 KA0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0800+STABILITY: SURFACE MOTION
 KA0800
 KA0800  HISTORY     - Date     Condition        Report By
 KA0800  HISTORY     - 1946     MONUMENTED       CGS
 KA0800  HISTORY     - 20081203 GOOD             INDNR
 KA0800
 KA0800                          STATION DESCRIPTION
 KA0800
 KA0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0800'1.2 MI N FROM GREENCASTLE.
 KA0800'ABOUT 1.25 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE COUNTY
 KA0800'COURT HOUSE AT GREENCASTLE, ABOUT 0.55 MILE NORTH OF THE NEW
 KA0800'YORK CENTRAL RAILROAD OVERPASS, NEAR A SAW MILL ON THE WEST SIDE
 KA0800'OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST
 KA0800'HEADWALL OF A 3-FOOT CONCRETE CULVERT, 24.5 FEET WEST OF THE
 KA0800'CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A TWIN-TRUNKED
 KA0800'ELM TREE ON THE WEST RIGHT-OF-WAY, 0.4 FOOT SOUTH OF THE NORTH
 KA0800'END OF THE HEADWALL AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.
 KA0800'A STANDARD DISK, STAMPED M 73 1946.
 KA0800
 KA0800                          STATION RECOVERY (2008)
 KA0800
 KA0800'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RWW)
 KA0800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2084 ***********************************************************************
 KA2084  DESIGNATION -  M 74 RESET
 KA2084  PID         -  KA2084
 KA2084  STATE/COUNTY-  IN/MONTGOMERY
 KA2084  COUNTRY     -  US
 KA2084  USGS QUAD   -  LADOGA (2019)
 KA2084
 KA2084                         *CURRENT SURVEY CONTROL
 KA2084  ______________________________________________________________________
 KA2084* NAD 83(1986) POSITION- 39 55 22.     (N) 086 51 55.     (W)   SCALED
 KA2084* NAVD 88 ORTHO HEIGHT -   253.90  (meters)      833.0   (feet) RESET
 KA2084  ______________________________________________________________________
 KA2084  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 KA2084  VERT ORDER      -  THIRD
 KA2084
 KA2084.The horizontal coordinates were scaled from a map and have
 KA2084.an estimated accuracy of +/- 6 seconds.
 KA2084
 KA2084.The orthometric height was computed from unverified reset data.
 KA2084
 KA2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2084.GEOID18 height accuracy estimate available here.
 KA2084
 KA2084.Click photographs - Photos may exist for this station.
 KA2084
 KA2084;                    North         East    Units  Estimated Accuracy
 KA2084;SPC IN W     -   518,970.      918,640.      MT  (+/- 180 meters Scaled)
 KA2084
 KA2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK115191(NAD 83)
 KA2084
 KA2084                          SUPERSEDED SURVEY CONTROL
 KA2084
 KA2084  NGVD 29 (08/22/16)  254.00   (m)          833.3    (f) RESET       3  
 KA2084
 KA2084.Superseded values are not recommended for survey control.
 KA2084
 KA2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2084.See file dsdata.pdf to determine how the superseded data were derived.
 KA2084
 KA2084_MARKER: DV = VERTICAL CONTROL DISK
 KA2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2084_STAMPING: M 74 RESET 1988
 KA2084_MARK LOGO: NGS
 KA2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2084+STABILITY: SURFACE MOTION
 KA2084
 KA2084  HISTORY     - Date     Condition        Report By
 KA2084  HISTORY     - 1988     MONUMENTED       INHD
 KA2084
 KA2084                          STATION DESCRIPTION
 KA2084
 KA2084'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1988
 KA2084'LOCATED IN SEC 9 T17N R4W, 2.0 MILES (3.2 KM) EAST OF US 231 ON SR NO.
 KA2084'234, 12.5 FEET (3.8 M) EAST OF CENTERLINE OF SR AND 41.5 FEET
 KA2084'(12.6 M) NORTH OF SR 234.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0034 ***********************************************************************
 KA0034  DESIGNATION -  M 76
 KA0034  PID         -  KA0034
 KA0034  STATE/COUNTY-  IN/MORGAN
 KA0034  COUNTRY     -  US
 KA0034  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0034
 KA0034                         *CURRENT SURVEY CONTROL
 KA0034  ______________________________________________________________________
 KA0034* NAD 83(1986) POSITION- 39 34 07.     (N) 086 28 17.     (W)   SCALED
 KA0034* NAVD 88 ORTHO HEIGHT -   225.023 (meters)      738.26  (feet) ADJUSTED
 KA0034  ______________________________________________________________________
 KA0034  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 KA0034  DYNAMIC HEIGHT  -        224.898 (meters)      737.85  (feet) COMP
 KA0034  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 KA0034
 KA0034  VERT ORDER      -  SECOND    CLASS 0
 KA0034
 KA0034.The horizontal coordinates were scaled from a map and have
 KA0034.an estimated accuracy of +/- 6 seconds.
 KA0034
 KA0034.The orthometric height was determined by differential leveling and
 KA0034.adjusted by the NATIONAL GEODETIC SURVEY
 KA0034.in June 1991.
 KA0034
 KA0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0034.GEOID18 height accuracy estimate available here.
 KA0034
 KA0034.Click photographs - Photos may exist for this station.
 KA0034
 KA0034.The dynamic height is computed by dividing the NAVD 88
 KA0034.geopotential number by the normal gravity value computed on the
 KA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0034.degrees latitude (g = 980.6199 gals.).
 KA0034
 KA0034.The modeled gravity was interpolated from observed gravity values.
 KA0034
 KA0034;                    North         East    Units  Estimated Accuracy
 KA0034;SPC IN W     -   479,800.      952,580.      MT  (+/- 180 meters Scaled)
 KA0034
 KA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ454800(NAD 83)
 KA0034
 KA0034                          SUPERSEDED SURVEY CONTROL
 KA0034
 KA0034  NGVD 29 (??/??/92)  225.140  (m)          738.65   (f) ADJ UNCH    2 0
 KA0034
 KA0034.Superseded values are not recommended for survey control.
 KA0034
 KA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0034.See file dsdata.pdf to determine how the superseded data were derived.
 KA0034
 KA0034_MARKER: DB = BENCH MARK DISK
 KA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0034_STAMPING: M 76 1946
 KA0034_MARK LOGO: CGS
 KA0034_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0034+STABILITY: SURFACE MOTION
 KA0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0034+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 KA0034
 KA0034  HISTORY     - Date     Condition        Report By
 KA0034  HISTORY     - 1946     MONUMENTED       CGS
 KA0034  HISTORY     - 1973     GOOD             NGS
 KA0034  HISTORY     - 20230307 POOR             INDOT
 KA0034
 KA0034                          STATION DESCRIPTION
 KA0034
 KA0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0034'0.9 MI S FROM MONROVIA.
 KA0034'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE HIGH SCHOOL
 KA0034'BUILDING AT MONROVIA, AT A CURVE AND NEAR A FARM HOUSE, 23 FEET
 KA0034'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET NORTHWEST
 KA0034'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 4.0 FEET WEST OF THE
 KA0034'WEST GATE POST AT A FIELD ENTRANCE, 1.2 FOOT SOUTHWEST OF THE
 KA0034'RIGHT-OF-WAY FENCE LINE, AND 1 1/2 FEET SOUTHEAST OF A WHITE
 KA0034'WOODEN WITNESS POST AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0034'STAMPED M 76 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0034'PROJECTING 5 INCHES ABOVE GROUND.
 KA0034
 KA0034                          STATION RECOVERY (1973)
 KA0034
 KA0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0034'RECOVERED IN GOOD CONDITION.
 KA0034
 KA0034                          STATION RECOVERY (2023)
 KA0034
 KA0034'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0034'MARK WAS FOUND IN POOR CONDITION WITH BROKEN CONCRETE AND DISK ON THE
 KA0034'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0119 ***********************************************************************
 KA0119  DESIGNATION -  M 77
 KA0119  PID         -  KA0119
 KA0119  STATE/COUNTY-  IN/HENDRICKS
 KA0119  COUNTRY     -  US
 KA0119  USGS QUAD   -  BROWNSBURG (2019)
 KA0119
 KA0119                         *CURRENT SURVEY CONTROL
 KA0119  ______________________________________________________________________
 KA0119* NAD 83(1986) POSITION- 39 50 44.     (N) 086 23 47.     (W)   SCALED
 KA0119* NAVD 88 ORTHO HEIGHT -   268.664 (meters)      881.44  (feet) ADJUSTED
 KA0119  ______________________________________________________________________
 KA0119  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 KA0119  DYNAMIC HEIGHT  -        268.517 (meters)      880.96  (feet) COMP
 KA0119  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 KA0119
 KA0119  VERT ORDER      -  SECOND    CLASS 0
 KA0119
 KA0119.The horizontal coordinates were scaled from a map and have
 KA0119.an estimated accuracy of +/- 6 seconds.
 KA0119
 KA0119.The orthometric height was determined by differential leveling and
 KA0119.adjusted by the NATIONAL GEODETIC SURVEY
 KA0119.in June 1991.
 KA0119
 KA0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0119.GEOID18 height accuracy estimate available here.
 KA0119
 KA0119.Click photographs - Photos may exist for this station.
 KA0119
 KA0119.The dynamic height is computed by dividing the NAVD 88
 KA0119.geopotential number by the normal gravity value computed on the
 KA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0119.degrees latitude (g = 980.6199 gals.).
 KA0119
 KA0119.The modeled gravity was interpolated from observed gravity values.
 KA0119
 KA0119;                    North         East    Units  Estimated Accuracy
 KA0119;SPC IN W     -   510,600.      958,790.      MT  (+/- 180 meters Scaled)
 KA0119
 KA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK516107(NAD 83)
 KA0119
 KA0119                          SUPERSEDED SURVEY CONTROL
 KA0119
 KA0119  NGVD 29 (??/??/92)  268.773  (m)          881.80   (f) ADJ UNCH    2 0
 KA0119
 KA0119.Superseded values are not recommended for survey control.
 KA0119
 KA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0119.See file dsdata.pdf to determine how the superseded data were derived.
 KA0119
 KA0119_MARKER: DB = BENCH MARK DISK
 KA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0119_STAMPING: M 77 1946
 KA0119_MARK LOGO: CGS
 KA0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0119+STABILITY: SURFACE MOTION
 KA0119
 KA0119  HISTORY     - Date     Condition        Report By
 KA0119  HISTORY     - 1946     MONUMENTED       CGS
 KA0119  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 KA0119
 KA0119                          STATION DESCRIPTION
 KA0119
 KA0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0119'AT BROWNSBURG.
 KA0119'AT BROWNSBURG, ABOUT 4 1/2 RAILS SOUTHEAST OF THE SOUTH CORNER
 KA0119'OF THE PEORIA AND EASTERN RAILWAY STATION, 5 RAILS NORTHWEST
 KA0119'OF MILEPOST 14, ABOUT 52 FEET SOUTHEAST OF THE CENTER LINE OF
 KA0119'STATE HIGHWAY 267, 14 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KA0119'THE MAIN TRACK, 10 FEET EAST OF A MAIL CRANE, 2 FEET SOUTHWEST
 KA0119'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE TRACK.
 KA0119'A STANDARD DISK, STAMPED M 77 1946 AND SET IN THE TOP OF A
 KA0119'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0119
 KA0119                          STATION RECOVERY (1978)
 KA0119
 KA0119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0586 ***********************************************************************
 LB0586  DESIGNATION -  M 78
 LB0586  PID         -  LB0586
 LB0586  STATE/COUNTY-  IN/BOONE
 LB0586  COUNTRY     -  US
 LB0586  USGS QUAD   -  ROSSTON (2019)
 LB0586
 LB0586                         *CURRENT SURVEY CONTROL
 LB0586  ______________________________________________________________________
 LB0586* NAD 83(1986) POSITION- 40 00 45.     (N) 086 16 17.     (W)   SCALED
 LB0586* NAVD 88 ORTHO HEIGHT -   278.882 (meters)      914.97  (feet) ADJUSTED
 LB0586  ______________________________________________________________________
 LB0586  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 LB0586  DYNAMIC HEIGHT  -        278.726 (meters)      914.45  (feet) COMP
 LB0586  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 LB0586
 LB0586  VERT ORDER      -  SECOND    CLASS 0
 LB0586
 LB0586.The horizontal coordinates were scaled from a map and have
 LB0586.an estimated accuracy of +/- 6 seconds.
 LB0586
 LB0586.The orthometric height was determined by differential leveling and
 LB0586.adjusted by the NATIONAL GEODETIC SURVEY
 LB0586.in June 1991.
 LB0586
 LB0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0586.GEOID18 height accuracy estimate available here.
 LB0586
 LB0586.Click photographs - Photos may exist for this station.
 LB0586
 LB0586.The dynamic height is computed by dividing the NAVD 88
 LB0586.geopotential number by the normal gravity value computed on the
 LB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0586.degrees latitude (g = 980.6199 gals.).
 LB0586
 LB0586.The modeled gravity was interpolated from observed gravity values.
 LB0586
 LB0586;                    North         East    Units  Estimated Accuracy
 LB0586;SPC IN W     -   529,220.      969,320.      MT  (+/- 180 meters Scaled)
 LB0586
 LB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK621293(NAD 83)
 LB0586
 LB0586                          SUPERSEDED SURVEY CONTROL
 LB0586
 LB0586  NGVD 29 (??/??/92)  278.989  (m)          915.32   (f) ADJ UNCH    2 0
 LB0586
 LB0586.Superseded values are not recommended for survey control.
 LB0586
 LB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0586.See file dsdata.pdf to determine how the superseded data were derived.
 LB0586
 LB0586_MARKER: DB = BENCH MARK DISK
 LB0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0586_STAMPING: M 78 1946
 LB0586_MARK LOGO: CGS
 LB0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0586+STABILITY: SURFACE MOTION
 LB0586
 LB0586  HISTORY     - Date     Condition        Report By
 LB0586  HISTORY     - 1946     MONUMENTED       CGS
 LB0586
 LB0586                          STATION DESCRIPTION
 LB0586
 LB0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0586'2.6 MI SE FROM ROSSTON.
 LB0586'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE CROSSING
 LB0586'OF THE CENTRAL INDIANA RAILROAD AT ROSSTON, AT A GRAVELED CROSS
 LB0586'ROAD, 47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LB0586'29 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 5 FEET
 LB0586'SOUTHWEST OF A FENCE CORNER, 3 FEET WEST OF A FENCE LINE, 1.7
 LB0586'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 LB0586'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 78 1946 AND SET
 LB0586'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1059 ***********************************************************************
 MD1059  DESIGNATION -  M 8
 MD1059  PID         -  MD1059
 MD1059  STATE/COUNTY-  IN/KOSCIUSKO
 MD1059  COUNTRY     -  US
 MD1059  USGS QUAD   -  MILFORD (2019)
 MD1059
 MD1059                         *CURRENT SURVEY CONTROL
 MD1059  ______________________________________________________________________
 MD1059* NAD 83(1986) POSITION- 41 23 31.     (N) 085 50 42.     (W)   SCALED
 MD1059* NAVD 88 ORTHO HEIGHT -   254.562 (meters)      835.18  (feet) ADJUSTED
 MD1059  ______________________________________________________________________
 MD1059  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1059  DYNAMIC HEIGHT  -        254.462 (meters)      834.85  (feet) COMP
 MD1059  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 MD1059
 MD1059  VERT ORDER      -  FIRST     CLASS II
 MD1059
 MD1059.The horizontal coordinates were scaled from a map and have
 MD1059.an estimated accuracy of +/- 6 seconds.
 MD1059
 MD1059.The orthometric height was determined by differential leveling and
 MD1059.adjusted by the NATIONAL GEODETIC SURVEY
 MD1059.in June 1991.
 MD1059
 MD1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1059.GEOID18 height accuracy estimate available here.
 MD1059
 MD1059.Click photographs - Photos may exist for this station.
 MD1059
 MD1059.The dynamic height is computed by dividing the NAVD 88
 MD1059.geopotential number by the normal gravity value computed on the
 MD1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1059.degrees latitude (g = 980.6199 gals.).
 MD1059
 MD1059.The modeled gravity was interpolated from observed gravity values.
 MD1059
 MD1059;                    North         East    Units  Estimated Accuracy
 MD1059;SPC IN E     -   682,100.       85,090.      MT  (+/- 180 meters Scaled)
 MD1059
 MD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965829(NAD 83)
 MD1059
 MD1059                          SUPERSEDED SURVEY CONTROL
 MD1059
 MD1059  NGVD 29 (??/??/92)  254.696  (m)          835.62   (f) ADJ UNCH    1 2
 MD1059
 MD1059.Superseded values are not recommended for survey control.
 MD1059
 MD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1059.See file dsdata.pdf to determine how the superseded data were derived.
 MD1059
 MD1059_MARKER: DB = BENCH MARK DISK
 MD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1059_STAMPING: ELEV 835.615 FT M 8
 MD1059_MARK LOGO: CGS
 MD1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1059+STABILITY: SURFACE MOTION
 MD1059
 MD1059  HISTORY     - Date     Condition        Report By
 MD1059  HISTORY     - 1916     MONUMENTED       CGS
 MD1059  HISTORY     - 1946     GOOD             CGS
 MD1059  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1059
 MD1059                          STATION DESCRIPTION
 MD1059
 MD1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1059'1.4 MI S FROM MILFORD.
 MD1059'1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1059'STATION AT MILFORD, 372 FEET NORTH OF MILE POST 69, 112 FEET SOUTH
 MD1059'OF THE CENTER OF A PRIVATE ROAD CROSSING THE TRACK, 70 FEET
 MD1059'NORTHWEST OF AND ACROSS THE TRACK FROM POLE NO. 68/40, 34 FEET
 MD1059'EAST OF A PAVED ROAD PARALLELING THE TRACK, 31 FEET WEST OF THE
 MD1059'WEST RAIL, ABOUT 1/2 FOOT BELOW THE TRACK AND SET IN THE TOP OF
 MD1059'A CONCRETE POST PROJECTING 4 INCHES.
 MD1059
 MD1059                          STATION RECOVERY (1993)
 MD1059
 MD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1059'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0721 ***********************************************************************
 KA0721  DESIGNATION -  M 80
 KA0721  PID         -  KA0721
 KA0721  STATE/COUNTY-  IN/BOONE
 KA0721  COUNTRY     -  US
 KA0721  USGS QUAD   -  LIZTON (2019)
 KA0721
 KA0721                         *CURRENT SURVEY CONTROL
 KA0721  ______________________________________________________________________
 KA0721* NAD 83(1986) POSITION- 39 55 40.     (N) 086 32 03.     (W)   SCALED
 KA0721* NAVD 88 ORTHO HEIGHT -   290.842 (meters)      954.20  (feet) ADJUSTED
 KA0721  ______________________________________________________________________
 KA0721  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 KA0721  DYNAMIC HEIGHT  -        290.682 (meters)      953.68  (feet) COMP
 KA0721  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 KA0721
 KA0721  VERT ORDER      -  SECOND    CLASS 0
 KA0721
 KA0721.The horizontal coordinates were scaled from a map and have
 KA0721.an estimated accuracy of +/- 6 seconds.
 KA0721
 KA0721.The orthometric height was determined by differential leveling and
 KA0721.adjusted by the NATIONAL GEODETIC SURVEY
 KA0721.in June 1991.
 KA0721
 KA0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0721.GEOID18 height accuracy estimate available here.
 KA0721
 KA0721.Click photographs - Photos may exist for this station.
 KA0721
 KA0721.The dynamic height is computed by dividing the NAVD 88
 KA0721.geopotential number by the normal gravity value computed on the
 KA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0721.degrees latitude (g = 980.6199 gals.).
 KA0721
 KA0721.The modeled gravity was interpolated from observed gravity values.
 KA0721
 KA0721;                    North         East    Units  Estimated Accuracy
 KA0721;SPC IN W     -   519,640.      946,940.      MT  (+/- 180 meters Scaled)
 KA0721
 KA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK398198(NAD 83)
 KA0721
 KA0721                          SUPERSEDED SURVEY CONTROL
 KA0721
 KA0721  NGVD 29 (??/??/92)  290.943  (m)          954.54   (f) ADJ UNCH    2 0
 KA0721
 KA0721.Superseded values are not recommended for survey control.
 KA0721
 KA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0721.See file dsdata.pdf to determine how the superseded data were derived.
 KA0721
 KA0721_MARKER: DB = BENCH MARK DISK
 KA0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0721_STAMPING: M 80 1946
 KA0721_MARK LOGO: CGS
 KA0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0721+STABILITY: SURFACE MOTION
 KA0721
 KA0721  HISTORY     - Date     Condition        Report By
 KA0721  HISTORY     - 1946     MONUMENTED       CGS
 KA0721  HISTORY     - 20110713 MARK NOT FOUND   GEOCAC
 KA0721
 KA0721                          STATION DESCRIPTION
 KA0721
 KA0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0721'1.3 MI S FROM NEW BRUNSWICK.
 KA0721'ALONG STATE HIGHWAY 39 ABOUT 1.3 MILE SOUTH OF THE CROSS ROADS AT
 KA0721'NEW BRUNSWICK, ABOUT 0.35 MILE NORTH OF THE HENDRICKS-BOONE
 KA0721'COUNTY LINE, IN THE SOUTH TIP OF A WYE FORMED BY THE JUNCTION OF
 KA0721'A SIDE ROAD LEADING NORTH, 27 FEET NORTHWEST OF THE CENTER LINE OF
 KA0721'THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 11
 KA0721'FEET SOUTHEAST OF THE EAST HEADWALL OF A 15-INCH CORRUGATED STEEL
 KA0721'PIPE CULVERT UNDER THE SIDE ROAD, 1 1/2 FOOT NORTH OF A WHITE
 KA0721'WOODEN WTINESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0721'DISK, STAMPED M 80 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0721'PROJECTING 4 INCHES ABOVE GROUND.
 KA0721
 KA0721                          STATION RECOVERY (2011)
 KA0721
 KA0721'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0721'THE SIDE ROAD NORTH IS NO LONGER PAVED, AND HAS BEEN GROWN OVER BY
 KA0721'GRASS.  THE CULVERT IS BARELY DISCERNABLE, AND NO STATION WAS FOUND
 KA0721'AFER SEARCHING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0523 ***********************************************************************
 KA0523  DESIGNATION -  M 81
 KA0523  PID         -  KA0523
 KA0523  STATE/COUNTY-  IN/OWEN
 KA0523  COUNTRY     -  US
 KA0523  USGS QUAD   -  POLAND (2019)
 KA0523
 KA0523                         *CURRENT SURVEY CONTROL
 KA0523  ______________________________________________________________________
 KA0523* NAD 83(1986) POSITION- 39 24 10.     (N) 086 54 03.     (W)   SCALED
 KA0523* NAVD 88 ORTHO HEIGHT -   190.938 (meters)      626.44  (feet) ADJUSTED
 KA0523  ______________________________________________________________________
 KA0523  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KA0523  DYNAMIC HEIGHT  -        190.827 (meters)      626.07  (feet) COMP
 KA0523  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 KA0523
 KA0523  VERT ORDER      -  SECOND    CLASS 0
 KA0523
 KA0523.The horizontal coordinates were scaled from a map and have
 KA0523.an estimated accuracy of +/- 6 seconds.
 KA0523
 KA0523.The orthometric height was determined by differential leveling and
 KA0523.adjusted by the NATIONAL GEODETIC SURVEY
 KA0523.in June 1991.
 KA0523
 KA0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0523.GEOID18 height accuracy estimate available here.
 KA0523
 KA0523.Click photographs - Photos may exist for this station.
 KA0523
 KA0523.The dynamic height is computed by dividing the NAVD 88
 KA0523.geopotential number by the normal gravity value computed on the
 KA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0523.degrees latitude (g = 980.6199 gals.).
 KA0523
 KA0523.The modeled gravity was interpolated from observed gravity values.
 KA0523
 KA0523;                    North         East    Units  Estimated Accuracy
 KA0523;SPC IN W     -   461,230.      915,720.      MT  (+/- 180 meters Scaled)
 KA0523
 KA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085614(NAD 83)
 KA0523
 KA0523                          SUPERSEDED SURVEY CONTROL
 KA0523
 KA0523  NGVD 29 (??/??/92)  191.056  (m)          626.82   (f) ADJ UNCH    2 0
 KA0523
 KA0523.Superseded values are not recommended for survey control.
 KA0523
 KA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0523.See file dsdata.pdf to determine how the superseded data were derived.
 KA0523
 KA0523_MARKER: DB = BENCH MARK DISK
 KA0523_SETTING: 66 = SET IN ROCK OUTCROP
 KA0523_STAMPING: M 81 1946
 KA0523_MARK LOGO: CGS
 KA0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0523+STABILITY: POSITION/ELEVATION WELL
 KA0523
 KA0523  HISTORY     - Date     Condition        Report By
 KA0523  HISTORY     - 1946     MONUMENTED       CGS
 KA0523
 KA0523                          STATION DESCRIPTION
 KA0523
 KA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0523'1.2 MI NE FROM JORDAN.
 KA0523'ABOUT 1.25 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO CATARACT
 KA0523'VIA MOUNT PLEASANT (BUCKSKIN) M.E. CHURCH FROM THE CUMMUNITY
 KA0523'PRESBYTERIAN CHURCH AT JORDAN, AT A POINT WHERE THE ROAD PASSES
 KA0523'BETWEEN A HIGH ROCK CUT AND A CREEK, 128 FEET SOUTHWEST OF THE
 KA0523'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 18 INCH
 KA0523'PIPE CULVERT, ABOUT 125 FEET NORTHEAST OF THE EAST CORNER OF A
 KA0523'SMALL COTTAGE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 KA0523'AND SET VERTICALLY IN THE WALL OF THE ROCK CUT, 4 FEET ABOVE THE
 KA0523'GROUND.  A STANDARD DISK, STAMPED M 81 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1205 ***********************************************************************
 KA1205  DESIGNATION -  M 82
 KA1205  PID         -  KA1205
 KA1205  STATE/COUNTY-  IN/CLAY
 KA1205  COUNTRY     -  US
 KA1205  USGS QUAD   -  CLAY CITY (2019)
 KA1205
 KA1205                         *CURRENT SURVEY CONTROL
 KA1205  ______________________________________________________________________
 KA1205* NAD 83(1986) POSITION- 39 16 11.     (N) 087 06 23.     (W)   SCALED
 KA1205* NAVD 88 ORTHO HEIGHT -   185.540 (meters)      608.73  (feet) ADJUSTED
 KA1205  ______________________________________________________________________
 KA1205  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 KA1205  DYNAMIC HEIGHT  -        185.432 (meters)      608.37  (feet) COMP
 KA1205  MODELED GRAVITY -    980,041.3   (mgal)                       NAVD 88
 KA1205
 KA1205  VERT ORDER      -  FIRST     CLASS II
 KA1205
 KA1205.The horizontal coordinates were scaled from a map and have
 KA1205.an estimated accuracy of +/- 6 seconds.
 KA1205
 KA1205.The orthometric height was determined by differential leveling and
 KA1205.adjusted by the NATIONAL GEODETIC SURVEY
 KA1205.in June 1991.
 KA1205
 KA1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1205.GEOID18 height accuracy estimate available here.
 KA1205
 KA1205.Click photographs - Photos may exist for this station.
 KA1205
 KA1205.The dynamic height is computed by dividing the NAVD 88
 KA1205.geopotential number by the normal gravity value computed on the
 KA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1205.degrees latitude (g = 980.6199 gals.).
 KA1205
 KA1205.The modeled gravity was interpolated from observed gravity values.
 KA1205
 KA1205;                    North         East    Units  Estimated Accuracy
 KA1205;SPC IN W     -   446,440.      898,010.      MT  (+/- 180 meters Scaled)
 KA1205
 KA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908467(NAD 83)
 KA1205
 KA1205                          SUPERSEDED SURVEY CONTROL
 KA1205
 KA1205  NGVD 29 (??/??/92)  185.660  (m)          609.12   (f) ADJ UNCH    1 2
 KA1205
 KA1205.Superseded values are not recommended for survey control.
 KA1205
 KA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1205.See file dsdata.pdf to determine how the superseded data were derived.
 KA1205
 KA1205_MARKER: DB = BENCH MARK DISK
 KA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1205_STAMPING: M 82 1946
 KA1205_MARK LOGO: CGS
 KA1205_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1205+STABILITY: SURFACE MOTION
 KA1205
 KA1205  HISTORY     - Date     Condition        Report By
 KA1205  HISTORY     - 1946     MONUMENTED       CGS
 KA1205  HISTORY     - 1985     GOOD             NGS
 KA1205
 KA1205                          STATION DESCRIPTION
 KA1205
 KA1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1205'0.6 MI SE FROM CLAY CITY.
 KA1205'ABOUT 0.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1205'FROM THE STATION AT CLAY CITY, AT A DIRT ROAD CROSSING, 175
 KA1205'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 157, 38 FEET
 KA1205'SOUTHWEST OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE TRACK,
 KA1205'31 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 16 FEET
 KA1205'SOUTHEAST OF A CONCRETE POST IN THE RIGHT-OF-WAY FENCE, 1.5
 KA1205'FEET NORTHEAST OF THE FENCE LINE, AND 2 FEET NORTHWEST OF A
 KA1205'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 82 1946 AND
 KA1205'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1205'GROUND.
 KA1205
 KA1205                          STATION RECOVERY (1985)
 KA1205
 KA1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1205'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 KA1205'MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS JUNCTION WITH STATE
 KA1205'HIGHWAY 59 IN CLAY CITY, 52.1 M (170.9 FT) SOUTH OF THE CENTERLINE OF
 KA1205'THE HIGHWAY, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTER OF AN OLD
 KA1205'RAILROAD BED, 9.5 M (31.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 KA1205'LEADING SOUTH, 4.9 M (16.1 FT) SOUTHEAST OF A FENCE CORNER, AND 0.5 M
 KA1205'(1.6 FT) NORTHEAST OF A FENCE.
 KA1205'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KA1205'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0918 ***********************************************************************
 KA0918  DESIGNATION -  M 83
 KA0918  PID         -  KA0918
 KA0918  STATE/COUNTY-  IN/VIGO
 KA0918  COUNTRY     -  US
 KA0918  USGS QUAD   -  ROSEDALE (2019)
 KA0918
 KA0918                         *CURRENT SURVEY CONTROL
 KA0918  ______________________________________________________________________
 KA0918* NAD 83(1986) POSITION- 39 33 01.     (N) 087 17 00.     (W)   SCALED
 KA0918* NAVD 88 ORTHO HEIGHT -   158.392 (meters)      519.66  (feet) ADJUSTED
 KA0918  ______________________________________________________________________
 KA0918  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 KA0918  DYNAMIC HEIGHT  -        158.301 (meters)      519.36  (feet) COMP
 KA0918  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 KA0918
 KA0918  VERT ORDER      -  FIRST     CLASS II
 KA0918
 KA0918.The horizontal coordinates were scaled from a map and have
 KA0918.an estimated accuracy of +/- 6 seconds.
 KA0918
 KA0918.The orthometric height was determined by differential leveling and
 KA0918.adjusted by the NATIONAL GEODETIC SURVEY
 KA0918.in June 1991.
 KA0918
 KA0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0918.GEOID18 height accuracy estimate available here.
 KA0918
 KA0918.Click photographs - Photos may exist for this station.
 KA0918
 KA0918.The dynamic height is computed by dividing the NAVD 88
 KA0918.geopotential number by the normal gravity value computed on the
 KA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0918.degrees latitude (g = 980.6199 gals.).
 KA0918
 KA0918.The modeled gravity was interpolated from observed gravity values.
 KA0918
 KA0918;                    North         East    Units  Estimated Accuracy
 KA0918;SPC IN W     -   477,610.      882,810.      MT  (+/- 180 meters Scaled)
 KA0918
 KA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ756778(NAD 83)
 KA0918
 KA0918                          SUPERSEDED SURVEY CONTROL
 KA0918
 KA0918  NGVD 29 (??/??/92)  158.500  (m)          520.01   (f) ADJ UNCH    1 2
 KA0918
 KA0918.Superseded values are not recommended for survey control.
 KA0918
 KA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0918.See file dsdata.pdf to determine how the superseded data were derived.
 KA0918
 KA0918_MARKER: DB = BENCH MARK DISK
 KA0918_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0918_SP_SET: CULVERT HEADWALL
 KA0918_STAMPING: M 83 1946
 KA0918_MARK LOGO: CGS
 KA0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0918+STABILITY: SURFACE MOTION
 KA0918
 KA0918  HISTORY     - Date     Condition        Report By
 KA0918  HISTORY     - 1946     MONUMENTED       CGS
 KA0918  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0918
 KA0918                          STATION DESCRIPTION
 KA0918
 KA0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0918'2.6 MI SW FROM FONTANET.
 KA0918'ABOUT 2.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0918'FROM THE STATION AT FONTANET, 0.85 MILE NORTHEAST FROM THE ROAD
 KA0918'CROSSING AT BURNETT, AND SET IN THE TOP OF THE NORTHEAST END OF
 KA0918'THE SOUTHEAST HEAD WALL OF A 5 FOOT TILE PIPE DOUBLE CULVERT
 KA0918'(CULVERT NO. 181), 11 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER
 KA0918'THAN THE CENTER LINE OF THE SOUTHEAST TRACK.  A STANDARD DISK,
 KA0918'STAMPED M 83 1946.
 KA0918
 KA0918                          STATION RECOVERY (1985)
 KA0918
 KA0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0918'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0468 ***********************************************************************
 KA0468  DESIGNATION -  M 84
 KA0468  PID         -  KA0468
 KA0468  STATE/COUNTY-  IN/OWEN
 KA0468  COUNTRY     -  US
 KA0468  USGS QUAD   -  PATRICKSBURG (2019)
 KA0468
 KA0468                         *CURRENT SURVEY CONTROL
 KA0468  ______________________________________________________________________
 KA0468* NAD 83(1986) POSITION- 39 18 06.     (N) 086 56 50.     (W)   SCALED
 KA0468* NAVD 88 ORTHO HEIGHT -   221.226 (meters)      725.81  (feet) ADJUSTED
 KA0468  ______________________________________________________________________
 KA0468  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 KA0468  DYNAMIC HEIGHT  -        221.096 (meters)      725.38  (feet) COMP
 KA0468  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 KA0468
 KA0468  VERT ORDER      -  SECOND    CLASS 0
 KA0468
 KA0468.The horizontal coordinates were scaled from a map and have
 KA0468.an estimated accuracy of +/- 6 seconds.
 KA0468
 KA0468.The orthometric height was determined by differential leveling and
 KA0468.adjusted by the NATIONAL GEODETIC SURVEY
 KA0468.in June 1991.
 KA0468
 KA0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0468.GEOID18 height accuracy estimate available here.
 KA0468
 KA0468.Click photographs - Photos may exist for this station.
 KA0468
 KA0468.The dynamic height is computed by dividing the NAVD 88
 KA0468.geopotential number by the normal gravity value computed on the
 KA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0468.degrees latitude (g = 980.6199 gals.).
 KA0468
 KA0468.The modeled gravity was interpolated from observed gravity values.
 KA0468
 KA0468;                    North         East    Units  Estimated Accuracy
 KA0468;SPC IN W     -   450,000.      911,740.      MT  (+/- 180 meters Scaled)
 KA0468
 KA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ045502(NAD 83)
 KA0468
 KA0468                          SUPERSEDED SURVEY CONTROL
 KA0468
 KA0468  NGVD 29 (??/??/92)  221.344  (m)          726.19   (f) ADJ UNCH    2 0
 KA0468
 KA0468.Superseded values are not recommended for survey control.
 KA0468
 KA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0468.See file dsdata.pdf to determine how the superseded data were derived.
 KA0468
 KA0468_MARKER: DB = BENCH MARK DISK
 KA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0468_STAMPING: M 84 1946
 KA0468_MARK LOGO: CGS
 KA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0468+STABILITY: SURFACE MOTION
 KA0468
 KA0468  HISTORY     - Date     Condition        Report By
 KA0468  HISTORY     - 1946     MONUMENTED       CGS
 KA0468
 KA0468                          STATION DESCRIPTION
 KA0468
 KA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0468'1 MI S FROM PATRICKSBURG.
 KA0468'0.2 MILE EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA0468'AT PATRICKSBURG, THENCE ABOUT 0.75 MILE SOUTH ALONG A GRAVEL
 KA0468'ROAD LEADING TO ARNEY, 56.5 FEET SOUTHWEST OF THE SOUTHWEST
 KA0468'CORNER OF A CAR GARAGE, 26 FEET EAST OF AND ABOUT 1 FOOT
 KA0468'ABOVE THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER
 KA0468'LINE OF A DRIVEWAY, 8.4 FEET NORTHWEST OF AN 18 INCH HICKORY
 KA0468'TREE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KA0468'STANDARD DISK, STAMPED M 84 1946 AND SET IN THE TOP OF A
 KA0468'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1029 ***********************************************************************
 KA1029  DESIGNATION -  M 85
 KA1029  PID         -  KA1029
 KA1029  STATE/COUNTY-  IN/PARKE
 KA1029  COUNTRY     -  US
 KA1029  USGS QUAD   -  MECCA (2019)
 KA1029
 KA1029                         *CURRENT SURVEY CONTROL
 KA1029  ______________________________________________________________________
 KA1029* NAD 83(1986) POSITION- 39 44 25.     (N) 087 16 04.     (W)   SCALED
 KA1029* NAVD 88 ORTHO HEIGHT -   201.834 (meters)      662.18  (feet) ADJUSTED
 KA1029  ______________________________________________________________________
 KA1029  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 KA1029  DYNAMIC HEIGHT  -        201.720 (meters)      661.81  (feet) COMP
 KA1029  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 KA1029
 KA1029  VERT ORDER      -  SECOND    CLASS 0
 KA1029
 KA1029.The horizontal coordinates were scaled from a map and have
 KA1029.an estimated accuracy of +/- 6 seconds.
 KA1029
 KA1029.The orthometric height was determined by differential leveling and
 KA1029.adjusted by the NATIONAL GEODETIC SURVEY
 KA1029.in June 1991.
 KA1029
 KA1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1029.GEOID18 height accuracy estimate available here.
 KA1029
 KA1029.Click photographs - Photos may exist for this station.
 KA1029
 KA1029.The dynamic height is computed by dividing the NAVD 88
 KA1029.geopotential number by the normal gravity value computed on the
 KA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1029.degrees latitude (g = 980.6199 gals.).
 KA1029
 KA1029.The modeled gravity was interpolated from observed gravity values.
 KA1029
 KA1029;                    North         East    Units  Estimated Accuracy
 KA1029;SPC IN W     -   498,700.      884,190.      MT  (+/- 180 meters Scaled)
 KA1029
 KA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770989(NAD 83)
 KA1029
 KA1029                          SUPERSEDED SURVEY CONTROL
 KA1029
 KA1029  NGVD 29 (??/??/92)  201.931  (m)          662.50   (f) ADJ UNCH    2 0
 KA1029
 KA1029.Superseded values are not recommended for survey control.
 KA1029
 KA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1029.See file dsdata.pdf to determine how the superseded data were derived.
 KA1029
 KA1029_MARKER: DB = BENCH MARK DISK
 KA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1029_STAMPING: M 85 1946
 KA1029_MARK LOGO: CGS
 KA1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1029+STABILITY: SURFACE MOTION
 KA1029
 KA1029  HISTORY     - Date     Condition        Report By
 KA1029  HISTORY     - 1946     MONUMENTED       CGS
 KA1029
 KA1029                          STATION DESCRIPTION
 KA1029
 KA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1029'2.6 MI SW FROM ROCKVILLE.
 KA1029'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1029'AT ROCKVILLE, THENCE ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KA1029'41, ABOUT 0.5 MILE NORTHEAST OF A CHURCH ON THE SOUTHEAST SIDE OF
 KA1029'THE HIGHWAY, 69.8 FEET NORTHEAST OF R.E.A. CO-OP POWER POLE NO.
 KA1029'B2B -78, 29 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 KA1029'LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF A
 KA1029'GRAVEL ROAD LEADING SOUTH, 2.2 FEET SOUTHEAST OF A FENCE, AND 2
 KA1029'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1029'STAMPED M 85 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1029'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0755 ***********************************************************************
 LB0755  DESIGNATION -  M 87
 LB0755  PID         -  LB0755
 LB0755  STATE/COUNTY-  IN/MONTGOMERY
 LB0755  COUNTRY     -  US
 LB0755  USGS QUAD   -  COLFAX (2019)
 LB0755
 LB0755                         *CURRENT SURVEY CONTROL
 LB0755  ______________________________________________________________________
 LB0755* NAD 83(1986) POSITION- 40 09 25.     (N) 086 43 24.     (W)   SCALED
 LB0755* NAVD 88 ORTHO HEIGHT -   248.828 (meters)      816.36  (feet) ADJUSTED
 LB0755  ______________________________________________________________________
 LB0755  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LB0755  DYNAMIC HEIGHT  -        248.696 (meters)      815.93  (feet) COMP
 LB0755  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 LB0755
 LB0755  VERT ORDER      -  SECOND    CLASS 0
 LB0755
 LB0755.The horizontal coordinates were scaled from a map and have
 LB0755.an estimated accuracy of +/- 6 seconds.
 LB0755
 LB0755.The orthometric height was determined by differential leveling and
 LB0755.adjusted by the NATIONAL GEODETIC SURVEY
 LB0755.in June 1991.
 LB0755
 LB0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0755.GEOID18 height accuracy estimate available here.
 LB0755
 LB0755.Click photographs - Photos may exist for this station.
 LB0755
 LB0755.The dynamic height is computed by dividing the NAVD 88
 LB0755.geopotential number by the normal gravity value computed on the
 LB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0755.degrees latitude (g = 980.6199 gals.).
 LB0755
 LB0755.The modeled gravity was interpolated from observed gravity values.
 LB0755
 LB0755;                    North         East    Units  Estimated Accuracy
 LB0755;SPC IN W     -   545,010.      930,670.      MT  (+/- 180 meters Scaled)
 LB0755
 LB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK235452(NAD 83)
 LB0755
 LB0755                          SUPERSEDED SURVEY CONTROL
 LB0755
 LB0755  NGVD 29 (??/??/92)  248.921  (m)          816.67   (f) ADJ UNCH    2 0
 LB0755
 LB0755.Superseded values are not recommended for survey control.
 LB0755
 LB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0755.See file dsdata.pdf to determine how the superseded data were derived.
 LB0755
 LB0755_MARKER: DB = BENCH MARK DISK
 LB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0755_STAMPING: M 87 1946
 LB0755_MARK LOGO: CGS
 LB0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0755+STABILITY: SURFACE MOTION
 LB0755
 LB0755  HISTORY     - Date     Condition        Report By
 LB0755  HISTORY     - 1946     MONUMENTED       CGS
 LB0755
 LB0755                          STATION DESCRIPTION
 LB0755
 LB0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0755'AT BOWERS.
 LB0755'AT BOWERS, ON THE PENNSYLVANIA RAILROAD, 77.5 FEET NORTHEAST OF
 LB0755'THE NORTHEAST CORNER OF A GRAIN ELEVATOR, 77 FEET SOUTHEAST
 LB0755'ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF A STORE, AT A
 LB0755'GRAVEL-ROAD CROSSING, 27.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LB0755'OF THE MAIN TRACK, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 LB0755'6 FEET NORTHWEST OF A TELEPHONE POLE, 3.6 FEET NORTH OF A FENCE
 LB0755'CORNER, 2 FEET SOUTHWEST OF WHITE WOODEN WITNESS POST, AND ABOUT
 LB0755'1 FOOT ABOVE THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0797 ***********************************************************************
 LB0797  DESIGNATION -  M 88
 LB0797  PID         -  LB0797
 LB0797  STATE/COUNTY-  IN/TIPPECANOE
 LB0797  COUNTRY     -  US
 LB0797  USGS QUAD   -  STOCKWELL (2019)
 LB0797
 LB0797                         *CURRENT SURVEY CONTROL
 LB0797  ______________________________________________________________________
 LB0797* NAD 83(1986) POSITION- 40 15 31.     (N) 086 51 40.     (W)   SCALED
 LB0797* NAVD 88 ORTHO HEIGHT -   226.542 (meters)      743.25  (feet) ADJUSTED
 LB0797  ______________________________________________________________________
 LB0797  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 LB0797  DYNAMIC HEIGHT  -        226.426 (meters)      742.87  (feet) COMP
 LB0797  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 LB0797
 LB0797  VERT ORDER      -  SECOND    CLASS 0
 LB0797
 LB0797.The horizontal coordinates were scaled from a map and have
 LB0797.an estimated accuracy of +/- 6 seconds.
 LB0797
 LB0797.The orthometric height was determined by differential leveling and
 LB0797.adjusted by the NATIONAL GEODETIC SURVEY
 LB0797.in June 1991.
 LB0797
 LB0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0797.GEOID18 height accuracy estimate available here.
 LB0797
 LB0797.Click photographs - Photos may exist for this station.
 LB0797
 LB0797.The dynamic height is computed by dividing the NAVD 88
 LB0797.geopotential number by the normal gravity value computed on the
 LB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0797.degrees latitude (g = 980.6199 gals.).
 LB0797
 LB0797.The modeled gravity was interpolated from observed gravity values.
 LB0797
 LB0797;                    North         East    Units  Estimated Accuracy
 LB0797;SPC IN W     -   556,260.      918,900.      MT  (+/- 180 meters Scaled)
 LB0797
 LB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK118564(NAD 83)
 LB0797
 LB0797                          SUPERSEDED SURVEY CONTROL
 LB0797
 LB0797  NGVD 29 (??/??/92)  226.63   (m)          743.5    (f) COMPUTED    2 0
 LB0797
 LB0797.Superseded values are not recommended for survey control.
 LB0797
 LB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0797.See file dsdata.pdf to determine how the superseded data were derived.
 LB0797
 LB0797_MARKER: DB = BENCH MARK DISK
 LB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0797_STAMPING: M 88 1946
 LB0797_MARK LOGO: CGS
 LB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0797+STABILITY: SURFACE MOTION
 LB0797
 LB0797  HISTORY     - Date     Condition        Report By
 LB0797  HISTORY     - 1946     MONUMENTED       CGS
 LB0797  HISTORY     - 1966     GOOD             CGS
 LB0797
 LB0797                          STATION DESCRIPTION
 LB0797
 LB0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0797'2.3 MI E FROM ROMNEY.
 LB0797'ABOUT 2.3 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0797'WITH STATE HIGHWAY 43 AT ROMNEY, 0.25 MILE EAST OF THE JUNCTION
 LB0797'OF A GRAVEL ROAD NORTH, 0.1 MILE NORTHEAST OF A WIND MILL ON
 LB0797'THE SOUTH SIDE OF THE HIGHWAY, 61 FEET SOUTH OF AND ACROSS
 LB0797'THE HIGHWAY FROM A TELEPHONE POLE, 32 FEET SOUTH OF AND ABOUT
 LB0797'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF
 LB0797'A FENCE POST AT A T FENCE LEADING SOUTH, AND 2 FEET EAST OF A
 LB0797'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 88 1946
 LB0797'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0797'GROUND.
 LB0797
 LB0797                          STATION RECOVERY (1966)
 LB0797
 LB0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0829 ***********************************************************************
 LB0829  DESIGNATION -  M 89
 LB0829  PID         -  LB0829
 LB0829  STATE/COUNTY-  IN/TIPPECANOE
 LB0829  COUNTRY     -  US
 LB0829  USGS QUAD   -  LINDEN (2019)
 LB0829
 LB0829                         *CURRENT SURVEY CONTROL
 LB0829  ______________________________________________________________________
 LB0829* NAD 83(1986) POSITION- 40 14 12.     (N) 086 54 13.     (W)   SCALED
 LB0829* NAVD 88 ORTHO HEIGHT -   226.062 (meters)      741.67  (feet) ADJUSTED
 LB0829  ______________________________________________________________________
 LB0829  GEOID HEIGHT    -        -33.500 (meters)                     GEOID18
 LB0829  DYNAMIC HEIGHT  -        225.946 (meters)      741.29  (feet) COMP
 LB0829  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 LB0829
 LB0829  VERT ORDER      -  SECOND    CLASS 0
 LB0829
 LB0829.The horizontal coordinates were scaled from a map and have
 LB0829.an estimated accuracy of +/- 6 seconds.
 LB0829
 LB0829.The orthometric height was determined by differential leveling and
 LB0829.adjusted by the NATIONAL GEODETIC SURVEY
 LB0829.in June 1991.
 LB0829
 LB0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0829.GEOID18 height accuracy estimate available here.
 LB0829
 LB0829.Click photographs - Photos may exist for this station.
 LB0829
 LB0829.The dynamic height is computed by dividing the NAVD 88
 LB0829.geopotential number by the normal gravity value computed on the
 LB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0829.degrees latitude (g = 980.6199 gals.).
 LB0829
 LB0829.The modeled gravity was interpolated from observed gravity values.
 LB0829
 LB0829;                    North         East    Units  Estimated Accuracy
 LB0829;SPC IN W     -   553,810.      915,290.      MT  (+/- 180 meters Scaled)
 LB0829
 LB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081540(NAD 83)
 LB0829
 LB0829                          SUPERSEDED SURVEY CONTROL
 LB0829
 LB0829  NGVD 29 (??/??/92)  226.149  (m)          741.96   (f) ADJ UNCH    2 0
 LB0829
 LB0829.Superseded values are not recommended for survey control.
 LB0829
 LB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0829.See file dsdata.pdf to determine how the superseded data were derived.
 LB0829
 LB0829_MARKER: DB = BENCH MARK DISK
 LB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0829_STAMPING: M 89 1946
 LB0829_MARK LOGO: CGS
 LB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0829+STABILITY: SURFACE MOTION
 LB0829
 LB0829  HISTORY     - Date     Condition        Report By
 LB0829  HISTORY     - 1946     MONUMENTED       CGS
 LB0829  HISTORY     - 1966     GOOD             CGS
 LB0829
 LB0829                          STATION DESCRIPTION
 LB0829
 LB0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0829'1 MI S FROM ROMNEY.
 LB0829'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0829'OFFICE AT ROMNEY, AT THE JUNCTION OF A GRAVEL ROAD EAST, 33
 LB0829'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF
 LB0829'THE CENTER LINE OF THE GRAVEL ROAD, 12.5 FEET NORTHEAST OF
 LB0829'TELEPHONE POLE NO. 606, 2 FEET SOUTHEAST OF A FENCE CORNER POST,
 LB0829'1 FOOT SOUTHWEST OF A CHAMPION SPARK PLUG SIGN, 2 FEET NORTH OF
 LB0829'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 LB0829'A STANDARD DISK, STAMPED M 89 1946 AND SET IN THE TOP OF A
 LB0829'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0829
 LB0829                          STATION RECOVERY (1966)
 LB0829
 LB0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2083 ***********************************************************************
 JZ2083  DESIGNATION -  M 9
 JZ2083  PID         -  JZ2083
 JZ2083  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2083  COUNTRY     -  US
 JZ2083  USGS QUAD   -  COLUMBUS (2019)
 JZ2083
 JZ2083                         *CURRENT SURVEY CONTROL
 JZ2083  ______________________________________________________________________
 JZ2083* NAD 83(1986) POSITION- 39 14 16.05   (N) 085 53 42.04   (W)   HD_HELD1
 JZ2083* NAVD 88 ORTHO HEIGHT -   195.999 (meters)      643.04  (feet) ADJUSTED
 JZ2083  ______________________________________________________________________
 JZ2083  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 JZ2083  DYNAMIC HEIGHT  -        195.879 (meters)      642.65  (feet) COMP
 JZ2083  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 JZ2083
 JZ2083  VERT ORDER      -  FIRST     CLASS II
 JZ2083
 JZ2083.The horizontal coordinates were determined by differentially corrected
 JZ2083.hand held GPS observations or other comparable positioning techniques
 JZ2083.and have an estimated accuracy of +/- 3 meters.
 JZ2083
 JZ2083.The orthometric height was determined by differential leveling and
 JZ2083.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2083.in June 1991.
 JZ2083
 JZ2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2083.GEOID18 height accuracy estimate available here.
 JZ2083
 JZ2083.Click photographs - Photos may exist for this station.
 JZ2083
 JZ2083.The dynamic height is computed by dividing the NAVD 88
 JZ2083.geopotential number by the normal gravity value computed on the
 JZ2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2083.degrees latitude (g = 980.6199 gals.).
 JZ2083
 JZ2083.The modeled gravity was interpolated from observed gravity values.
 JZ2083
 JZ2083;                    North         East    Units  Estimated Accuracy
 JZ2083;SPC IN E     -   442,919.4      80,286.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2083
 JZ2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9536343746(NAD 83)
 JZ2083
 JZ2083                          SUPERSEDED SURVEY CONTROL
 JZ2083
 JZ2083  NGVD 29 (??/??/92)  196.120  (m)          643.44   (f) ADJ UNCH    1 2
 JZ2083
 JZ2083.Superseded values are not recommended for survey control.
 JZ2083
 JZ2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2083.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2083
 JZ2083_MARKER: DB = BENCH MARK DISK
 JZ2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2083_STAMPING: M 9 1930 643.437 196.120M
 JZ2083_MARK LOGO: CGS
 JZ2083_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2083+STABILITY: SURFACE MOTION
 JZ2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2083+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 JZ2083
 JZ2083  HISTORY     - Date     Condition        Report By
 JZ2083  HISTORY     - 1930     MONUMENTED       CGS
 JZ2083  HISTORY     - 1947     GOOD             CGS
 JZ2083  HISTORY     - 20070109 GOOD             BEACON
 JZ2083  HISTORY     - 20110706 GOOD             INDIV
 JZ2083  HISTORY     - 20130722 GOOD             INDOT
 JZ2083
 JZ2083                          STATION DESCRIPTION
 JZ2083
 JZ2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2083'3 MI N FROM COLUMBUS.
 JZ2083'ABOUT 3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2083'STATION AT COLUMBUS, IN THE NORTHEAST ANGLE OF THE CROSSING OF
 JZ2083'AN EAST-WEST BLACK TOP ROAD, 43.7 FEET NORTHEAST OF MILE POST C-3,
 JZ2083'64 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 45 FEET
 JZ2083'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF A BLACK TOP
 JZ2083'ROAD LEADING NORTH TO THE ATTERBURY AIRPORT, 20 FEET SOUTHEAST
 JZ2083'OF THE SOUTHEAST RAIL, ABOUT LEVEL WITH THE TRACKS AND SET IN
 JZ2083'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JZ2083
 JZ2083                          STATION RECOVERY (2007)
 JZ2083
 JZ2083'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2083'RECOVERED IN GOOD CONDITION.
 JZ2083
 JZ2083                          STATION RECOVERY (2011)
 JZ2083
 JZ2083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2083'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JZ2083
 JZ2083                          STATION RECOVERY (2013)
 JZ2083
 JZ2083'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JZ2083'THE STATION IS LOCATED IN COLUMBUS, ABOUT 8.3 MI (13.4 KM)
 JZ2083'NORTH-NORTHWEST OF ELIZABETHTOWN AND 8.0 MI (13.0 KM) SOUTHWEST OF
 JZ2083'HOPE.
 JZ2083'
 JZ2083'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 JZ2083'OF ROCKY FORD ROAD AND MIDDLE ROAD, 50 FT (15.2 M) EAST OF THE
 JZ2083'CENTERLINE OF MIDDLE ROAD AND 80 FT (24.4 M) NORTH OF THE CENTERLINE
 JZ2083'OF ROCKY FORD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0843 ***********************************************************************
 KA0843  DESIGNATION -  M 91
 KA0843  PID         -  KA0843
 KA0843  STATE/COUNTY-  IN/VIGO
 KA0843  COUNTRY     -  US
 KA0843  USGS QUAD   -  ROSEDALE (2019)
 KA0843
 KA0843                         *CURRENT SURVEY CONTROL
 KA0843  ______________________________________________________________________
 KA0843* NAD 83(1986) POSITION- 39 35 34.     (N) 087 21 40.     (W)   SCALED
 KA0843* NAVD 88 ORTHO HEIGHT -   154.037 (meters)      505.37  (feet) ADJUSTED
 KA0843  ______________________________________________________________________
 KA0843  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 KA0843  DYNAMIC HEIGHT  -        153.949 (meters)      505.08  (feet) COMP
 KA0843  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 KA0843
 KA0843  VERT ORDER      -  SECOND    CLASS 0
 KA0843
 KA0843.The horizontal coordinates were scaled from a map and have
 KA0843.an estimated accuracy of +/- 6 seconds.
 KA0843
 KA0843.The orthometric height was determined by differential leveling and
 KA0843.adjusted by the NATIONAL GEODETIC SURVEY
 KA0843.in June 1991.
 KA0843
 KA0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0843.GEOID18 height accuracy estimate available here.
 KA0843
 KA0843.Click photographs - Photos may exist for this station.
 KA0843
 KA0843.The dynamic height is computed by dividing the NAVD 88
 KA0843.geopotential number by the normal gravity value computed on the
 KA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0843.degrees latitude (g = 980.6199 gals.).
 KA0843
 KA0843.The modeled gravity was interpolated from observed gravity values.
 KA0843
 KA0843;                    North         East    Units  Estimated Accuracy
 KA0843;SPC IN W     -   482,340.      876,140.      MT  (+/- 180 meters Scaled)
 KA0843
 KA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ689826(NAD 83)
 KA0843
 KA0843                          SUPERSEDED SURVEY CONTROL
 KA0843
 KA0843  NGVD 29 (??/??/92)  154.139  (m)          505.70   (f) ADJ UNCH    2 0
 KA0843
 KA0843.Superseded values are not recommended for survey control.
 KA0843
 KA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0843.See file dsdata.pdf to determine how the superseded data were derived.
 KA0843
 KA0843_MARKER: DB = BENCH MARK DISK
 KA0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0843_SP_SET: BRIDGE
 KA0843_STAMPING: M 91 1938
 KA0843_MARK LOGO: CGS
 KA0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0843
 KA0843  HISTORY     - Date     Condition        Report By
 KA0843  HISTORY     - 1938     MONUMENTED       CGS
 KA0843  HISTORY     - 1985     GOOD             LOCSUR
 KA0843
 KA0843                          STATION DESCRIPTION
 KA0843
 KA0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA0843'1 MI S FROM ATHERTON.
 KA0843'ABOUT 1 MILE SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA0843'RAILROAD FROM THE STATION AT ATHERTON, VIGO COUNTY, 3.4 MILES
 KA0843'NORTH OF OTTER CREEK JUNCTION, AT BRIDGE 168.4, AND ON THE EAST
 KA0843'END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED M 91 1938.
 KA0843
 KA0843                          STATION RECOVERY (1985)
 KA0843
 KA0843'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KA0843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2108 ***********************************************************************
 JZ2108  DESIGNATION -  M 92
 JZ2108  PID         -  JZ2108
 JZ2108  STATE/COUNTY-  IN/JENNINGS
 JZ2108  COUNTRY     -  US
 JZ2108  USGS QUAD   -  NORTH VERNON (2019)
 JZ2108
 JZ2108                         *CURRENT SURVEY CONTROL
 JZ2108  ______________________________________________________________________
 JZ2108* NAD 83(1986) POSITION- 39 00 08.     (N) 085 39 52.     (W)   SCALED
 JZ2108* NAVD 88 ORTHO HEIGHT -   218.198 (meters)      715.87  (feet) ADJUSTED
 JZ2108  ______________________________________________________________________
 JZ2108  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ2108  DYNAMIC HEIGHT  -        218.060 (meters)      715.42  (feet) COMP
 JZ2108  MODELED GRAVITY -    979,990.5   (mgal)                       NAVD 88
 JZ2108
 JZ2108  VERT ORDER      -  FIRST     CLASS II
 JZ2108
 JZ2108.The horizontal coordinates were scaled from a map and have
 JZ2108.an estimated accuracy of +/- 6 seconds.
 JZ2108
 JZ2108.The orthometric height was determined by differential leveling and
 JZ2108.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2108.in June 1991.
 JZ2108
 JZ2108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2108.GEOID18 height accuracy estimate available here.
 JZ2108
 JZ2108.Click photographs - Photos may exist for this station.
 JZ2108
 JZ2108.The dynamic height is computed by dividing the NAVD 88
 JZ2108.geopotential number by the normal gravity value computed on the
 JZ2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2108.degrees latitude (g = 980.6199 gals.).
 JZ2108
 JZ2108.The modeled gravity was interpolated from observed gravity values.
 JZ2108
 JZ2108;                    North         East    Units  Estimated Accuracy
 JZ2108;SPC IN E     -   416,740.      100,190.      MT  (+/- 180 meters Scaled)
 JZ2108
 JZ2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ156178(NAD 83)
 JZ2108
 JZ2108                          SUPERSEDED SURVEY CONTROL
 JZ2108
 JZ2108  NGVD 29 (??/??/92)  218.318  (m)          716.27   (f) ADJ UNCH    1 2
 JZ2108
 JZ2108.Superseded values are not recommended for survey control.
 JZ2108
 JZ2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2108.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2108
 JZ2108_MARKER: DB = BENCH MARK DISK
 JZ2108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2108_SP_SET: CULVERT HEADWALL
 JZ2108_STAMPING: M 92 1938
 JZ2108_MARK LOGO: CGS
 JZ2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2108+STABILITY: SURFACE MOTION
 JZ2108
 JZ2108  HISTORY     - Date     Condition        Report By
 JZ2108  HISTORY     - 1938     MONUMENTED       CGS
 JZ2108
 JZ2108                          STATION DESCRIPTION
 JZ2108
 JZ2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2108'2.4 MI W FROM NORTH VERNON.
 JZ2108'2.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2108'STATION AT NORTH VERNON, JENNINGS COUNTY, 1.8 MILES WEST OF
 JZ2108'WHITCOMB, 10 RAILS EAST OF A TELEPHONE BOX, 75 FEET NORTHWEST OF
 JZ2108'POLE 74/19, AT A CULVERT, IN THE TOP OF THE NORTH END OF THE WEST
 JZ2108'HEADWALL, 30 FEET NORTH OF THE NORTH RAIL, AND ABOUT 10 FEET
 JZ2108'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 92 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1877 ***********************************************************************
 JZ1877  DESIGNATION -  M 93 RESET
 JZ1877  PID         -  JZ1877
 JZ1877  STATE/COUNTY-  IN/RIPLEY
 JZ1877  COUNTRY     -  US
 JZ1877  USGS QUAD   -  VERSAILLES (2019)
 JZ1877
 JZ1877                         *CURRENT SURVEY CONTROL
 JZ1877  ______________________________________________________________________
 JZ1877* NAD 83(1986) POSITION- 39 06 48.     (N) 085 18 27.     (W)   SCALED
 JZ1877* NAVD 88 ORTHO HEIGHT -   299.54  (+/-2cm)      982.7   (feet) VERTCON3
 JZ1877  ______________________________________________________________________
 JZ1877  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1877  VERT ORDER      -  THIRD (See Below)
 JZ1877
 JZ1877.The horizontal coordinates were scaled from a map and have
 JZ1877.an estimated accuracy of +/- 6 seconds.
 JZ1877
 JZ1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1877
 JZ1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1877.GEOID18 height accuracy estimate available here.
 JZ1877
 JZ1877.The vertical order pertains to the NGVD 29 superseded value.
 JZ1877
 JZ1877.Click photographs - Photos may exist for this station.
 JZ1877
 JZ1877;                    North         East    Units  Estimated Accuracy
 JZ1877;SPC IN E     -   429,140.      131,060.      MT  (+/- 180 meters Scaled)
 JZ1877
 JZ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ463307(NAD 83)
 JZ1877
 JZ1877                          SUPERSEDED SURVEY CONTROL
 JZ1877
 JZ1877  NGVD 29 (08/22/16)  299.68   (m)          983.2    (f) RESET       3  
 JZ1877
 JZ1877.Superseded values are not recommended for survey control.
 JZ1877
 JZ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1877.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1877
 JZ1877_MARKER: DB = BENCH MARK DISK
 JZ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1877_STAMPING: M 93 RESET 1957
 JZ1877_MARK LOGO: CGS
 JZ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1877+STABILITY: SURFACE MOTION
 JZ1877
 JZ1877  HISTORY     - Date     Condition        Report By
 JZ1877  HISTORY     - 1957     MONUMENTED       CGS
 JZ1877  HISTORY     - 1957     GOOD             CGS
 JZ1877
 JZ1877                          STATION DESCRIPTION
 JZ1877
 JZ1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1877'1.1 MI SW FROM OSGOOD.
 JZ1877'1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1877'THE STATION AT OSGOOD, 200 YARDS EAST OF MILE POST C 53, 61.6
 JZ1877'FEET WEST OF SWITCH STAND, 37.3 FEET WEST NORTHWEST OF SIGNAL
 JZ1877'NO. 528, 33 FEET SOUTHEAST OF CENTER OF BLACK TOP ROAD PARALLELING
 JZ1877'NORTH SIDE OF TRACK, 18 FEET NORTHWEST OF NORTHWEST RAIL, 2.5 FEET
 JZ1877'BELOW LEVEL OF TRACK, SET IN THE TOP OF CAST IN PLACE CONCRETE
 JZ1877'POST, PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1690 ***********************************************************************
 LB1690  DESIGNATION -  M 94
 LB1690  PID         -  LB1690
 LB1690  STATE/COUNTY-  IN/TIPPECANOE
 LB1690  COUNTRY     -  US
 LB1690  USGS QUAD   -  WINGATE (2019)
 LB1690
 LB1690                         *CURRENT SURVEY CONTROL
 LB1690  ______________________________________________________________________
 LB1690* NAD 83(2011) POSITION- 40 13 05.27112(N) 087 04 25.49815(W)   ADJUSTED
 LB1690* NAD 83(2011) ELLIP HT-   196.840 (meters)        (06/27/12)   ADJUSTED
 LB1690* NAD 83(2011) EPOCH   -  2010.00
 LB1690* NAVD 88 ORTHO HEIGHT -   230.206 (meters)      755.27  (feet) ADJUSTED
 LB1690  ______________________________________________________________________
 LB1690  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LB1690  NAD 83(2011) X  -    248,986.282 (meters)                     COMP
 LB1690  NAD 83(2011) Y  - -4,870,894.379 (meters)                     COMP
 LB1690  NAD 83(2011) Z  -  4,096,636.999 (meters)                     COMP
 LB1690  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LB1690  DYNAMIC HEIGHT  -        230.088 (meters)      754.88  (feet) COMP
 LB1690  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LB1690
 LB1690  VERT ORDER      -  SECOND    CLASS 0
 LB1690
 LB1690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1690  Standards:
 LB1690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1690  -------------------------------------------------------------------
 LB1690  NETWORK    0.91   2.02           0.42   0.30   1.03     -0.00001742
 LB1690  -------------------------------------------------------------------
 LB1690  Click here for local accuracies and other accuracy information.
 LB1690
 LB1690.The horizontal coordinates were established by GPS observations
 LB1690.and adjusted by the National Geodetic Survey in June 2012.
 LB1690
 LB1690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1690.been affixed to the stable North American tectonic plate. See 
 LB1690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1690
 LB1690.The horizontal coordinates are valid at the epoch date displayed above
 LB1690.which is a decimal equivalence of Year/Month/Day.
 LB1690
 LB1690.The orthometric height was determined by differential leveling and
 LB1690.adjusted by the NATIONAL GEODETIC SURVEY
 LB1690.in June 1991.
 LB1690
 LB1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1690.GEOID18 height accuracy estimate available here.
 LB1690
 LB1690.Click photographs - Photos may exist for this station.
 LB1690
 LB1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1690
 LB1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1690
 LB1690.The ellipsoidal height was determined by GPS observations
 LB1690.and is referenced to NAD 83.
 LB1690
 LB1690.The dynamic height is computed by dividing the NAVD 88
 LB1690.geopotential number by the normal gravity value computed on the
 LB1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1690.degrees latitude (g = 980.6199 gals.).
 LB1690
 LB1690.The modeled gravity was interpolated from observed gravity values.
 LB1690
 LB1690. The following values were computed from the NAD 83(2011) position.
 LB1690
 LB1690;                    North         East     Units Scale Factor Converg.
 LB1690;SPC IN W     -   551,737.412   900,815.764   MT  0.99996667   +0 00 22.3
 LB1690;SPC IN W     - 1,810,158.49  2,955,426.39   sFT  0.99996667   +0 00 22.3
 LB1690;UTM  16      - 4,451,970.676   493,724.843   MT  0.99960048   -0 02 51.4
 LB1690
 LB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1690!SPC IN W     -   0.99996912  x   0.99996667  =   0.99993579
 LB1690!UTM  16      -   0.99996912  x   0.99960048  =   0.99956961
 LB1690
 LB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9372451970(NAD 83)
 LB1690
 LB1690                          SUPERSEDED SURVEY CONTROL
 LB1690
 LB1690  NAD 83(2007)-  40 13 05.27124(N)    087 04 25.49911(W) AD(2002.00) 0
 LB1690  ELLIP H (02/10/07)  196.863  (m)                       GP(2002.00)    
 LB1690  NAD 83(1997)-  40 13 05.27122(N)    087 04 25.49911(W) AD(       ) B
 LB1690  ELLIP H (03/12/99)  196.866  (m)                       GP(       ) 2 1
 LB1690  NAD 83(1986)-  40 13 05.28048(N)    087 04 25.50620(W) AD(       ) 2
 LB1690  NAD 27      -  40 13 05.13840(N)    087 04 25.48200(W) AD(       ) 2
 LB1690  NAVD 88             230.21   (m)          755.3    (f) LEVELING    3  
 LB1690  NGVD 29 (??/??/92)  230.286  (m)          755.53   (f) ADJ UNCH    2 0
 LB1690  NGVD 29             230.29   (m)          755.5    (f) LEVELING    3  
 LB1690
 LB1690.Superseded values are not recommended for survey control.
 LB1690
 LB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1690.See file dsdata.pdf to determine how the superseded data were derived.
 LB1690
 LB1690_MARKER: DB = BENCH MARK DISK
 LB1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1690_STAMPING: M 94 1946
 LB1690_MARK LOGO: CGS
 LB1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1690+STABILITY: SURFACE MOTION
 LB1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1690+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1998
 LB1690
 LB1690  HISTORY     - Date     Condition        Report By
 LB1690  HISTORY     - 1946     MONUMENTED       CGS
 LB1690  HISTORY     - 1948     GOOD             CGS
 LB1690  HISTORY     - 19980723 GOOD             WOOLPT
 LB1690
 LB1690                          STATION DESCRIPTION
 LB1690
 LB1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1690'3.2 MI N FROM WINGATE.
 LB1690'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST
 LB1690'OFFICE AT WINGATE, 135 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 LB1690'A LARGE RED BARN, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB1690'TIN BARN, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19
 LB1690'FEET NORTH OF THE CENTER LINE OF A GRAVEL DRIVE WAY, 20 FEET
 LB1690'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 2 FEET SOUTH OF A
 LB1690'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 LB1690'NOTE-- MARK IS ABOUT 0.25 MILE NORTH OF THE TIPPECANOE-MONTGOMERY
 LB1690'COUNTY LINE.  A STANDARD DISK, STAMPED M 94 1946 AND SET IN THE
 LB1690'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1690
 LB1690                          STATION RECOVERY (1948)
 LB1690
 LB1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB1690'THIS IS A TRAVERSE STATION.
 LB1690'
 LB1690'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NEWTOWN AND 5 MILES
 LB1690'SOUTH OF ODELL ON PROPERTY OWNED BY MR. MCKORKLE.  IT IS 33 FEET
 LB1690'WEST OF THE CENTER OF STATE HIGHWAY NO. 25, 2 FEET SOUTH OF A WHITE
 LB1690'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS A 6X6 INCH
 LB1690'CONCRETE POST WHICH PROJECTS 6 INCHES WITH A STANDARD USC AND GS BM
 LB1690'BRONZE DISK STAMPED M 94 1939.  A TRAVERSE CONNECTION WAS MADE FROM
 LB1690'TRIANGULATION STATION BIG AND THE DISTANCE WAS FOUND TO BE 64.26
 LB1690'FEET (19.588 METERS).
 LB1690'
 LB1690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 25 AND
 LB1690'NO. 28 IN THE VILLAGE OF ODELL GO SOUTH ON STATE HIGHWAY NO. 25 FOR
 LB1690'4.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB1690
 LB1690                          STATION RECOVERY (1998)
 LB1690
 LB1690'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 LB1690'DESCRIBED BY WOOLPERT LLP 1998 (GTF).   THE STATION IS 14 MI (22.5 KM)
 LB1690'SOUTHWEST OF LAFAYETTE 7 MI (11.3 KM) NORTH OF WAYNETOWN, AND 5 MI
 LB1690'(8.0 KM) SOUTH OF ODELL.  TO REACH THE STATION FROM THE JUNCTION OF
 LB1690'STATE ROUTES 28 AND 25 IN ODELL, PROCEED 4.9 MI (7.9 KM) SOUTH ALONG
 LB1690'STATE ROUTE 25 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 LB1690'BENCHMARK DISK IN A CONCRETE MONUMENT STAMPED--M 94 1946--.  THE
 LB1690'STATION IS 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF STATE ROUTE 25,
 LB1690'5.8 M (19.0 FT) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY, AND 6.0
 LB1690'M (19.7 FT) SOUTHEAST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0558 ***********************************************************************
 JZ0558  DESIGNATION -  M 94 RESET
 JZ0558  PID         -  JZ0558
 JZ0558  STATE/COUNTY-  IN/DEARBORN
 JZ0558  COUNTRY     -  US
 JZ0558  USGS QUAD   -  AURORA (2019)
 JZ0558
 JZ0558                         *CURRENT SURVEY CONTROL
 JZ0558  ______________________________________________________________________
 JZ0558* NAD 83(1986) POSITION- 39 02 47.     (N) 084 59 39.     (W)   SCALED
 JZ0558* NAVD 88 ORTHO HEIGHT -   155.26  (+/-2cm)      509.4   (feet) VERTCON3
 JZ0558  ______________________________________________________________________
 JZ0558  GEOID HEIGHT    -        -34.184 (meters)                     GEOID18
 JZ0558  VERT ORDER      -  THIRD (See Below)
 JZ0558
 JZ0558.The horizontal coordinates were scaled from a map and have
 JZ0558.an estimated accuracy of +/- 6 seconds.
 JZ0558
 JZ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0558
 JZ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0558.GEOID18 height accuracy estimate available here.
 JZ0558
 JZ0558.The vertical order pertains to the NGVD 29 superseded value.
 JZ0558
 JZ0558.Click photographs - Photos may exist for this station.
 JZ0558
 JZ0558;                    North         East    Units  Estimated Accuracy
 JZ0558;SPC IN E     -   421,860.      158,220.      MT  (+/- 180 meters Scaled)
 JZ0558
 JZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ735238(NAD 83)
 JZ0558
 JZ0558                          SUPERSEDED SURVEY CONTROL
 JZ0558
 JZ0558  NGVD 29 (??/??/??)  155.47   (m)          510.1    (f) RESET       3  
 JZ0558
 JZ0558.Superseded values are not recommended for survey control.
 JZ0558
 JZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0558.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0558
 JZ0558_MARKER: DB = BENCH MARK DISK
 JZ0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0558_SP_SET: BRIDGE WALL
 JZ0558_STAMPING: M 94 RESET 1946
 JZ0558_MARK LOGO: CGS
 JZ0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0558
 JZ0558  HISTORY     - Date     Condition        Report By
 JZ0558  HISTORY     - 1946     MONUMENTED       BORR
 JZ0558
 JZ0558                          STATION DESCRIPTION
 JZ0558
 JZ0558'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1946
 JZ0558'5.2 MI W FROM AURORA.
 JZ0558'5.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0558'STATION AT AURORA, DEARBORN COUNTY, 2.9 MILES EAST OF THE
 JZ0558'STATION AT DILLSBORO, NEAR THE CENTER OF A LONG CURVE, 7 RAILS
 JZ0558'SOUTH WEST OF MILEPOST C 31, AT BRIDGE NO., 31.01, IN THE TOP
 JZ0558'OF THE BACKWALL, AND 12 FEET NORTH OF THE CENTERLINE OF THE
 JZ0558'TRACK.  A STANDARD DISK, STAMPED M 94 RESET 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1647 ***********************************************************************
 LB1647  DESIGNATION -  M 95
 LB1647  PID         -  LB1647
 LB1647  STATE/COUNTY-  IN/FOUNTAIN
 LB1647  COUNTRY     -  US
 LB1647  USGS QUAD   -  ATTICA (2019)
 LB1647
 LB1647                         *CURRENT SURVEY CONTROL
 LB1647  ______________________________________________________________________
 LB1647* NAD 83(1986) POSITION- 40 20 19.     (N) 087 07 34.     (W)   SCALED
 LB1647* NAVD 88 ORTHO HEIGHT -   161.412 (meters)      529.57  (feet) ADJUSTED
 LB1647  ______________________________________________________________________
 LB1647  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 LB1647  DYNAMIC HEIGHT  -        161.333 (meters)      529.31  (feet) COMP
 LB1647  MODELED GRAVITY -    980,129.0   (mgal)                       NAVD 88
 LB1647
 LB1647  VERT ORDER      -  SECOND    CLASS 0
 LB1647
 LB1647.The horizontal coordinates were scaled from a map and have
 LB1647.an estimated accuracy of +/- 6 seconds.
 LB1647
 LB1647.The orthometric height was determined by differential leveling and
 LB1647.adjusted by the NATIONAL GEODETIC SURVEY
 LB1647.in June 1991.
 LB1647
 LB1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1647.GEOID18 height accuracy estimate available here.
 LB1647
 LB1647.Click photographs - Photos may exist for this station.
 LB1647
 LB1647.The dynamic height is computed by dividing the NAVD 88
 LB1647.geopotential number by the normal gravity value computed on the
 LB1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1647.degrees latitude (g = 980.6199 gals.).
 LB1647
 LB1647.The modeled gravity was interpolated from observed gravity values.
 LB1647
 LB1647;                    North         East    Units  Estimated Accuracy
 LB1647;SPC IN W     -   565,120.      896,370.      MT  (+/- 180 meters Scaled)
 LB1647
 LB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK892653(NAD 83)
 LB1647
 LB1647                          SUPERSEDED SURVEY CONTROL
 LB1647
 LB1647  NGVD 29 (??/??/92)  161.492  (m)          529.83   (f) ADJ UNCH    2 0
 LB1647
 LB1647.Superseded values are not recommended for survey control.
 LB1647
 LB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1647.See file dsdata.pdf to determine how the superseded data were derived.
 LB1647
 LB1647_MARKER: DB = BENCH MARK DISK
 LB1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1647_STAMPING: M 95 1946
 LB1647_MARK LOGO: CGS
 LB1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1647+STABILITY: SURFACE MOTION
 LB1647
 LB1647  HISTORY     - Date     Condition        Report By
 LB1647  HISTORY     - 1946     MONUMENTED       CGS
 LB1647
 LB1647                          STATION DESCRIPTION
 LB1647
 LB1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1647'2.6 MI NE FROM RIVERSIDE.
 LB1647'ABOUT 2.55 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO WEST
 LB1647'POINT FROM THE CROSS ROAD AT RIVERSIDE, 60 FEET SOUTHEAST OF A
 LB1647'WHITE TWO STORY HOUSE, 22 FEET NORTH OF THE CENTER LINE OF THE
 LB1647'ROAD, 31 FEET SOUTHEAST OF A 40 INCH ELM TREE, 2 FEET EAST OF A
 LB1647'FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 LB1647'ABOUT 0.5 FOOT BELOW THE ROAD.  A STANDARD DISK, STAMPED M 95
 LB1647'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1647'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1699 ***********************************************************************
 LB1699  DESIGNATION -  M 96
 LB1699  PID         -  LB1699
 LB1699  STATE/COUNTY-  IN/MONTGOMERY
 LB1699  COUNTRY     -  US
 LB1699  USGS QUAD   -  WINGATE (2019)
 LB1699
 LB1699                         *CURRENT SURVEY CONTROL
 LB1699  ______________________________________________________________________
 LB1699* NAD 83(1986) POSITION- 40 11 04.     (N) 087 05 25.     (W)   SCALED
 LB1699* NAVD 88 ORTHO HEIGHT -   228.669 (meters)      750.22  (feet) ADJUSTED
 LB1699  ______________________________________________________________________
 LB1699  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 LB1699  DYNAMIC HEIGHT  -        228.551 (meters)      749.84  (feet) COMP
 LB1699  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 LB1699
 LB1699  VERT ORDER      -  SECOND    CLASS 0
 LB1699
 LB1699.The horizontal coordinates were scaled from a map and have
 LB1699.an estimated accuracy of +/- 6 seconds.
 LB1699
 LB1699.The orthometric height was determined by differential leveling and
 LB1699.adjusted by the NATIONAL GEODETIC SURVEY
 LB1699.in June 1991.
 LB1699
 LB1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1699.GEOID18 height accuracy estimate available here.
 LB1699
 LB1699.Click photographs - Photos may exist for this station.
 LB1699
 LB1699.The dynamic height is computed by dividing the NAVD 88
 LB1699.geopotential number by the normal gravity value computed on the
 LB1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1699.degrees latitude (g = 980.6199 gals.).
 LB1699
 LB1699.The modeled gravity was interpolated from observed gravity values.
 LB1699
 LB1699;                    North         East    Units  Estimated Accuracy
 LB1699;SPC IN W     -   548,000.      899,410.      MT  (+/- 180 meters Scaled)
 LB1699
 LB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK923482(NAD 83)
 LB1699
 LB1699                          SUPERSEDED SURVEY CONTROL
 LB1699
 LB1699  NGVD 29 (??/??/92)  228.748  (m)          750.48   (f) ADJ UNCH    2 0
 LB1699
 LB1699.Superseded values are not recommended for survey control.
 LB1699
 LB1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1699.See file dsdata.pdf to determine how the superseded data were derived.
 LB1699
 LB1699_MARKER: DB = BENCH MARK DISK
 LB1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1699_STAMPING: M 96 1946
 LB1699_MARK LOGO: CGS
 LB1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1699+STABILITY: SURFACE MOTION
 LB1699
 LB1699  HISTORY     - Date     Condition        Report By
 LB1699  HISTORY     - 1946     MONUMENTED       CGS
 LB1699  HISTORY     - 20041014 MARK NOT FOUND   INDOT
 LB1699
 LB1699                          STATION DESCRIPTION
 LB1699
 LB1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1699'1.4 MI NW FROM WINGATE.
 LB1699'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1699'OFFICE AT WINGATE, 0.65 MILE EAST OF THE COAL CREEK ROADSIDE
 LB1699'REST PARK, 0.1 MILE EAST OF THE FOUNTAIN-MONTGOMERY COUNTY LINE,
 LB1699'AT A POWER LINE SUB-STATION, 24 FEET NORTH OF THE CENTER LINE OF
 LB1699'THE HIGHWAY, 29 FEET SOUTHEAST OF THE EAST POLE OF THE SUB-STATION,
 LB1699'7.5 FEET SOUTHEAST OF THE SOUTH POST OF A MARATHON GAS SIGN, 2
 LB1699'FEET EAST OF A FENCE CORNER POST, 2 FEET WEST OF A WHITE WOODEN
 LB1699'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.  A STANDARD
 LB1699'DISK, STAMPED M 96 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1699'PROJECTING 6 INCHES ABOVE GROUND.
 LB1699
 LB1699                          STATION RECOVERY (2004)
 LB1699
 LB1699'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2004
 LB1699'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1637 ***********************************************************************
 LB1637  DESIGNATION -  M 97
 LB1637  PID         -  LB1637
 LB1637  STATE/COUNTY-  IN/MONTGOMERY
 LB1637  COUNTRY     -  US
 LB1637  USGS QUAD   -  WAYNETOWN (2019)
 LB1637
 LB1637                         *CURRENT SURVEY CONTROL
 LB1637  ______________________________________________________________________
 LB1637* NAD 83(1986) POSITION- 40 05 48.     (N) 087 04 27.     (W)   SCALED
 LB1637* NAVD 88 ORTHO HEIGHT -   236.264 (meters)      775.14  (feet) ADJUSTED
 LB1637  ______________________________________________________________________
 LB1637  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 LB1637  DYNAMIC HEIGHT  -        236.139 (meters)      774.73  (feet) COMP
 LB1637  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 LB1637
 LB1637  VERT ORDER      -  SECOND    CLASS 0
 LB1637
 LB1637.The horizontal coordinates were scaled from a map and have
 LB1637.an estimated accuracy of +/- 6 seconds.
 LB1637
 LB1637.The orthometric height was determined by differential leveling and
 LB1637.adjusted by the NATIONAL GEODETIC SURVEY
 LB1637.in June 1991.
 LB1637
 LB1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1637.GEOID18 height accuracy estimate available here.
 LB1637
 LB1637.Click photographs - Photos may exist for this station.
 LB1637
 LB1637.The dynamic height is computed by dividing the NAVD 88
 LB1637.geopotential number by the normal gravity value computed on the
 LB1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1637.degrees latitude (g = 980.6199 gals.).
 LB1637
 LB1637.The modeled gravity was interpolated from observed gravity values.
 LB1637
 LB1637;                    North         East    Units  Estimated Accuracy
 LB1637;SPC IN W     -   538,250.      900,780.      MT  (+/- 180 meters Scaled)
 LB1637
 LB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK936384(NAD 83)
 LB1637
 LB1637                          SUPERSEDED SURVEY CONTROL
 LB1637
 LB1637  NGVD 29 (??/??/92)  236.344  (m)          775.41   (f) ADJ UNCH    2 0
 LB1637
 LB1637.Superseded values are not recommended for survey control.
 LB1637
 LB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1637.See file dsdata.pdf to determine how the superseded data were derived.
 LB1637
 LB1637_MARKER: DB = BENCH MARK DISK
 LB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1637_STAMPING: M 97 1946
 LB1637_MARK LOGO: CGS
 LB1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1637+STABILITY: SURFACE MOTION
 LB1637
 LB1637  HISTORY     - Date     Condition        Report By
 LB1637  HISTORY     - 1946     MONUMENTED       CGS
 LB1637  HISTORY     - 1958     MARK NOT FOUND   CGS
 LB1637
 LB1637                          STATION DESCRIPTION
 LB1637
 LB1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1637'0.9 MI SW FROM WAYNETOWN.
 LB1637'0.9 MILE SOUTHWEST ALONG THE PEORIA AND EASTERN RAILWAY FROM
 LB1637'THE STATION AT WAYNETOWN, MONTGOMERY COUNTY, AT THE SOUTHWEST END
 LB1637'OF A SPUR TRACK, 43 FEET NORTHWEST ACROSS THE TRACK FROM A SWITCH,
 LB1637'31 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A
 LB1637'WIRE FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 LB1637'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1637'M 97 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1637'ABOVE GROUND.  NOTE-- THERE HAS BEEN CONSTRUCTION AND GRADING
 LB1637'IN THIS AREA AND THE OLD SIDING IS GONE.  A DITCH WAS CUT ON THE
 LB1637'NORTH SIDE OF THE TRACK AND THE MARK MAY BE COVERED WITH ABOUT
 LB1637'1/2 FOOT OF DIRT.
 LB1637
 LB1637                          STATION RECOVERY (1958)
 LB1637
 LB1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LB1637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1520 ***********************************************************************
 LB1520  DESIGNATION -  M 98
 LB1520  PID         -  LB1520
 LB1520  STATE/COUNTY-  IN/WARREN
 LB1520  COUNTRY     -  US
 LB1520  USGS QUAD   -  ATTICA (2019)
 LB1520
 LB1520                         *CURRENT SURVEY CONTROL
 LB1520  ______________________________________________________________________
 LB1520* NAD 83(1986) POSITION- 40 21 57.     (N) 087 14 32.     (W)   SCALED
 LB1520* NAVD 88 ORTHO HEIGHT -   201.680 (meters)      661.68  (feet) ADJUSTED
 LB1520  ______________________________________________________________________
 LB1520  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 LB1520  DYNAMIC HEIGHT  -        201.579 (meters)      661.35  (feet) COMP
 LB1520  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 LB1520
 LB1520  VERT ORDER      -  SECOND    CLASS 0
 LB1520
 LB1520.The horizontal coordinates were scaled from a map and have
 LB1520.an estimated accuracy of +/- 6 seconds.
 LB1520
 LB1520.The orthometric height was determined by differential leveling and
 LB1520.adjusted by the NATIONAL GEODETIC SURVEY
 LB1520.in June 1991.
 LB1520
 LB1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1520.GEOID18 height accuracy estimate available here.
 LB1520
 LB1520.Click photographs - Photos may exist for this station.
 LB1520
 LB1520.The dynamic height is computed by dividing the NAVD 88
 LB1520.geopotential number by the normal gravity value computed on the
 LB1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1520.degrees latitude (g = 980.6199 gals.).
 LB1520
 LB1520.The modeled gravity was interpolated from observed gravity values.
 LB1520
 LB1520;                    North         East    Units  Estimated Accuracy
 LB1520;SPC IN W     -   568,150.      886,510.      MT  (+/- 180 meters Scaled)
 LB1520
 LB1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK794683(NAD 83)
 LB1520
 LB1520                          SUPERSEDED SURVEY CONTROL
 LB1520
 LB1520  NGVD 29 (??/??/92)  201.748  (m)          661.90   (f) ADJ UNCH    2 0
 LB1520
 LB1520.Superseded values are not recommended for survey control.
 LB1520
 LB1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1520.See file dsdata.pdf to determine how the superseded data were derived.
 LB1520
 LB1520_MARKER: DB = BENCH MARK DISK
 LB1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1520_STAMPING: M 98 1946
 LB1520_MARK LOGO: CGS
 LB1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1520+STABILITY: SURFACE MOTION
 LB1520
 LB1520  HISTORY     - Date     Condition        Report By
 LB1520  HISTORY     - 1946     MONUMENTED       CGS
 LB1520
 LB1520                          STATION DESCRIPTION
 LB1520
 LB1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1520'6.4 MI N FROM ATTICA.
 LB1520'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1520'OFFICE AT ATTICA, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A BLACK
 LB1520'TOP ROAD, THENCE ABOUT 3.15 MILES NORTH ALONG A GRAVEL ROAD
 LB1520'LEADING TO PINE VILLAGE.  BENCH MARK IS AT A T ROAD SOUTH,
 LB1520'23 FEET SOUTH OF THE EAST-WEST ROAD, 78 FEET WEST OF THE CENTER
 LB1520'OF THE ROAD SOUTH, 40 FEET WEST OF A 40 INCH ELM TREE, 7 FEET
 LB1520'SOUTHEAST OF A TELEPHONE POLE, 1.5 FOOT NORTH OF A FENCE LINE,
 LB1520'2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 LB1520'THE ROAD.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE
 LB1520'AT PINE VILLAGE BY GOING 3.45 MILES SOUTHEAST ALONG A BLACK TOP
 LB1520'ROAD, THENCE 0.2 MILE WEST ALONG A GRAVEL ROAD. THENCE ABOUT
 LB1520'2.75 MILES SOUTH AND EAST ALONG A WINDING ROAD.  A STANDARD
 LB1520'DISK, STAMPED M 98 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1520'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1567 ***********************************************************************
 LB1567  DESIGNATION -  M 99
 LB1567  PID         -  LB1567
 LB1567  STATE/COUNTY-  IN/WARREN
 LB1567  COUNTRY     -  US
 LB1567  USGS QUAD   -  WEST LEBANON (2019)
 LB1567
 LB1567                         *CURRENT SURVEY CONTROL
 LB1567  ______________________________________________________________________
 LB1567* NAD 83(1986) POSITION- 40 18 17.     (N) 087 23 12.     (W)   SCALED
 LB1567* NAVD 88 ORTHO HEIGHT -   212.426 (meters)      696.93  (feet) ADJUSTED
 LB1567  ______________________________________________________________________
 LB1567  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 LB1567  DYNAMIC HEIGHT  -        212.319 (meters)      696.58  (feet) COMP
 LB1567  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LB1567
 LB1567  VERT ORDER      -  SECOND    CLASS 0
 LB1567
 LB1567.The horizontal coordinates were scaled from a map and have
 LB1567.an estimated accuracy of +/- 6 seconds.
 LB1567
 LB1567.The orthometric height was determined by differential leveling and
 LB1567.adjusted by the NATIONAL GEODETIC SURVEY
 LB1567.in June 1991.
 LB1567
 LB1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1567.GEOID18 height accuracy estimate available here.
 LB1567
 LB1567.Click photographs - Photos may exist for this station.
 LB1567
 LB1567.The dynamic height is computed by dividing the NAVD 88
 LB1567.geopotential number by the normal gravity value computed on the
 LB1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1567.degrees latitude (g = 980.6199 gals.).
 LB1567
 LB1567.The modeled gravity was interpolated from observed gravity values.
 LB1567
 LB1567;                    North         East    Units  Estimated Accuracy
 LB1567;SPC IN W     -   561,400.      874,210.      MT  (+/- 180 meters Scaled)
 LB1567
 LB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671616(NAD 83)
 LB1567
 LB1567                          SUPERSEDED SURVEY CONTROL
 LB1567
 LB1567  NGVD 29 (??/??/92)  212.477  (m)          697.10   (f) ADJ UNCH    2 0
 LB1567
 LB1567.Superseded values are not recommended for survey control.
 LB1567
 LB1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1567.See file dsdata.pdf to determine how the superseded data were derived.
 LB1567
 LB1567_MARKER: DB = BENCH MARK DISK
 LB1567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1567_SP_SET: CULVERT HEADWALL
 LB1567_STAMPING: M 99 1946
 LB1567_MARK LOGO: CGS
 LB1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1567+STABILITY: SURFACE MOTION
 LB1567
 LB1567  HISTORY     - Date     Condition        Report By
 LB1567  HISTORY     - 1946     MONUMENTED       CGS
 LB1567
 LB1567                          STATION DESCRIPTION
 LB1567
 LB1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1567'2.2 MI N FROM WEST LEBANON.
 LB1567'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE POST
 LB1567'OFFICE AT WEST LEBANON, ABOUT 0.25 MILE NORTH OF A T ROAD
 LB1567'LEADING WEST, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 LB1567'HEAD WALL OF A CONCRETE CULVERT, 20 FEET WEST OF THE CENTER
 LB1567'LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF THE NORTH END OF THE
 LB1567'HEAD WALL, AND ABOUT 0.5 FOOT BELOW THE HIGHWAY.  A STANDARD
 LB1567'DISK, STAMPED M 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1965 ***********************************************************************
 MD1965  DESIGNATION -  M RESET
 MD1965  PID         -  MD1965
 MD1965  STATE/COUNTY-  IN/WHITLEY
 MD1965  COUNTRY     -  US
 MD1965  USGS QUAD   -  COLUMBIA CITY (2019)
 MD1965
 MD1965                         *CURRENT SURVEY CONTROL
 MD1965  ______________________________________________________________________
 MD1965* NAD 83(1986) POSITION- 41 09 24.1    (N) 085 29 20.6    (W)   HD_HELD2
 MD1965* NAVD 88 ORTHO HEIGHT -   262.442 (meters)      861.03  (feet) ADJUSTED
 MD1965  ______________________________________________________________________
 MD1965  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 MD1965  DYNAMIC HEIGHT  -        262.341 (meters)      860.70  (feet) COMP
 MD1965  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 MD1965
 MD1965  VERT ORDER      -  FIRST     CLASS II
 MD1965
 MD1965.The horizontal coordinates were established by autonomous hand held GPS
 MD1965.observations and have an estimated accuracy of +/- 10 meters.
 MD1965
 MD1965.The orthometric height was determined by differential leveling and
 MD1965.adjusted by the NATIONAL GEODETIC SURVEY
 MD1965.in April 1995.
 MD1965
 MD1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1965.GEOID18 height accuracy estimate available here.
 MD1965
 MD1965.Click photographs - Photos may exist for this station.
 MD1965
 MD1965.The dynamic height is computed by dividing the NAVD 88
 MD1965.geopotential number by the normal gravity value computed on the
 MD1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1965.degrees latitude (g = 980.6199 gals.).
 MD1965
 MD1965.The modeled gravity was interpolated from observed gravity values.
 MD1965
 MD1965;                    North         East    Units  Estimated Accuracy
 MD1965;SPC IN E     -   655,975.      114,907.      MT  (+/- 10 meters HH2 GPS)
 MD1965
 MD1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2677357252(NAD 83)
 MD1965
 MD1965                          SUPERSEDED SURVEY CONTROL
 MD1965
 MD1965  NGVD 29 (01/19/93)  262.593  (m)          861.52   (f) ADJUSTED    1 2
 MD1965
 MD1965.Superseded values are not recommended for survey control.
 MD1965
 MD1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1965.See file dsdata.pdf to determine how the superseded data were derived.
 MD1965
 MD1965_MARKER: DB = BENCH MARK DISK
 MD1965_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1965_SP_SET: FOUNDATION
 MD1965_STAMPING: 861.127 M RESET 1985
 MD1965_MARK LOGO: USGS
 MD1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1965+STABILITY: POSITION/ELEVATION WELL
 MD1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1965+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2003
 MD1965
 MD1965  HISTORY     - Date     Condition        Report By
 MD1965  HISTORY     - 1985     MONUMENTED       USGS
 MD1965  HISTORY     - 19921009 GOOD             NGS
 MD1965  HISTORY     - 20030214 GOOD             GEOCAC
 MD1965
 MD1965                          STATION DESCRIPTION
 MD1965
 MD1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1965'IN COLUMBIA CITY, AT THE INTERSECTION OF VAN BUREN AND MAIN STREETS,
 MD1965'IN THE STONE FOUNDATION UNDER THE ARCHWAY AT THE NORTH ENTRANCE TO
 MD1965'THE COURTHOUSE, 56.5 M (185.4 FT) NORTH OF THE CENTER OF MAIN STREET,
 MD1965'37.8 M (124.0 FT) SOUTH OF THE CENTER OF VAN BUREN STREET, 8.9 M
 MD1965'(29.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WAR MEMORIAL,
 MD1965'2.7 M (8.9 FT) EAST OF THE CENTER OF THE ENTRANCE DOOR, AND 0.2 M
 MD1965'(0.7 FT) WEST OF A STONE WALL.
 MD1965
 MD1965                          STATION RECOVERY (2003)
 MD1965
 MD1965'RECOVERY NOTE BY GEOCACHING 2003
 MD1965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2350 ***********************************************************************
 LB2350  DESIGNATION -  MACY
 LB2350  PID         -  LB2350
 LB2350  STATE/COUNTY-  IN/MIAMI
 LB2350  COUNTRY     -  US
 LB2350  USGS QUAD   -  DEEDSVILLE (2019)
 LB2350
 LB2350                         *CURRENT SURVEY CONTROL
 LB2350  ______________________________________________________________________
 LB2350* NAD 83(1997) POSITION- 40 58 59.36947(N) 086 06 26.50389(W)   ADJUSTED
 LB2350* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LB2350  ______________________________________________________________________
 LB2350  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 LB2350  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 LB2350  HORZ ORDER      -  FIRST
 LB2350
 LB2350.The horizontal coordinates were established by classical geodetic methods
 LB2350.and adjusted by the National Geodetic Survey in May 1999.
 LB2350
 LB2350.The orthometric height was scaled from a topographic map.
 LB2350
 LB2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2350.GEOID18 height accuracy estimate available here.
 LB2350
 LB2350.Click photographs - Photos may exist for this station.
 LB2350
 LB2350.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2350
 LB2350. The following values were computed from the NAD 83(1997) position.
 LB2350
 LB2350;                    North         East     Units Scale Factor Converg.
 LB2350;SPC IN E     -   636,781.453    62,913.748   MT  0.99998359   -0 17 20.5
 LB2350;SPC IN E     - 2,089,173.82    206,409.52   sFT  0.99998359   -0 17 20.5
 LB2350;UTM  16      - 4,537,271.109   575,091.743   MT  0.99966940   +0 35 07.6
 LB2350
 LB2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2350!SPC IN E     -   0.99996471  x   0.99998359  =   0.99994830
 LB2350!UTM  16      -   0.99996471  x   0.99966940  =   0.99963412
 LB2350
 LB2350:                Primary Azimuth Mark                     Grid Az
 LB2350:SPC IN E     -  MACY AZ MK                               088 46 12.0
 LB2350:UTM  16      -  MACY AZ MK                               087 53 43.9
 LB2350
 LB2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7509137271(NAD 83)
 LB2350
 LB2350|---------------------------------------------------------------------|
 LB2350| PID    Reference Object                     Distance      Geod. Az  |
 LB2350|                                                           dddmmss.s |
 LB2350| CC8851 MACY RM 1                            29.194 METERS 04053     |
 LB2350| CC8850 MACY AZ MK                                         0882851.5 |
 LB2350| CC8852 MACY RM 2                            28.676 METERS 13616     |
 LB2350|---------------------------------------------------------------------|
 LB2350
 LB2350                          SUPERSEDED SURVEY CONTROL
 LB2350
 LB2350  NAD 83(1986)-  40 58 59.37485(N)    086 06 26.51412(W) AD(       ) 1
 LB2350  NAD 27      -  40 58 59.21950(N)    086 06 26.53130(W) AD(       ) 1
 LB2350
 LB2350.Superseded values are not recommended for survey control.
 LB2350
 LB2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2350.See file dsdata.pdf to determine how the superseded data were derived.
 LB2350
 LB2350_MARKER: DS = TRIANGULATION STATION DISK
 LB2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2350_STAMPING: MACY 1947
 LB2350_MARK LOGO: CGS
 LB2350_PROJECTION: FLUSH
 LB2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2350+STABILITY: SURFACE MOTION
 LB2350
 LB2350  HISTORY     - Date     Condition        Report By
 LB2350  HISTORY     - 1947     MONUMENTED       CGS
 LB2350
 LB2350                          STATION DESCRIPTION
 LB2350
 LB2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2350'THE STATION IS LOCATED 7-1/2 MILES SOUTHEAST OF ROCHESTER, 5-1/2
 LB2350'MILES SOUTHWEST OF AKRON AND 2 MILES NORTHEAST OF MACY ON PROPERTY
 LB2350'OWNED BY KENNETH YODER.  IT IS 68 FEET SOUTHWEST OF THE SOUTHWEST
 LB2350'CORNER OF THE FARM HOUSE, 49 FEET NORTH OF THE CENTER OF THE GRAVEL
 LB2350'ROAD, 46 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE, 22 FEET
 LB2350'NORTH OF A WHITE WITNESS POST AND 3 FEET WEST OF A FENCELINE.
 LB2350'THE MARK IS FLUSH AND THE DISK IS STAMPED MACY 1947.
 LB2350'
 LB2350'REFERENCE MARK NO. 1 IS 95.78 FEET NORTHEAST OF THE STATION.  IT IS
 LB2350'17 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 7 FEET EAST
 LB2350'OF THE CENTER OF THE ENTRANCE DRIVE AND 1 FOOT WEST OF A
 LB2350'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MACY
 LB2350'NO 1 1947.
 LB2350'
 LB2350'REFERENCE MARK NO. 2 IS 94.08 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2350'24 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET NORTH OF A
 LB2350'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2350'MACY NO 2 1947.
 LB2350'
 LB2350'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 29 FEET
 LB2350'NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 11 FEET NORTHEAST OF A
 LB2350'WHITE WITNESS POST AND 10 FEET NORTHEAST OF THE CENTER OF TWIN
 LB2350'GATES.
 LB2350'
 LB2350'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO SOUTH ON
 LB2350'U. S. HIGHWAY 31 FOR 6.3 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND
 LB2350'GO 3.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2350'
 LB2350'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2562 ***********************************************************************
 HZ2562  DESIGNATION -  MADISOM AZ MK
 HZ2562  PID         -  HZ2562
 HZ2562  STATE/COUNTY-  IN/JEFFERSON
 HZ2562  COUNTRY     -  US
 HZ2562  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2562
 HZ2562                         *CURRENT SURVEY CONTROL
 HZ2562  ______________________________________________________________________
 HZ2562* NAD 83(1997) POSITION- 38 45 22.78880(N) 085 28 00.79498(W)   ADJUSTED
 HZ2562* NAD 83(1997) ELLIP HT-   211.629 (meters)        (05/25/99)   ADJUSTED
 HZ2562* NAVD 88 ORTHO HEIGHT -   245.4   (meters)      805.    (feet) VERTCON3
 HZ2562  ______________________________________________________________________
 HZ2562  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 HZ2562  NAD 83(1997) X  -    393,632.644 (meters)                     COMP
 HZ2562  NAD 83(1997) Y  - -4,964,891.291 (meters)                     COMP
 HZ2562  NAD 83(1997) Z  -  3,971,391.142 (meters)                     COMP
 HZ2562  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 HZ2562  HORZ ORDER      -  THIRD
 HZ2562  ELLP ORDER      -  FOURTH    CLASS I
 HZ2562
 HZ2562.This mark is at Madison Airport (IMS)
 HZ2562
 HZ2562.The horizontal coordinates were established by GPS observations
 HZ2562.and adjusted by the National Geodetic Survey in May 1999.
 HZ2562
 HZ2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2562
 HZ2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2562.GEOID18 height accuracy estimate available here.
 HZ2562
 HZ2562.Click photographs - Photos may exist for this station.
 HZ2562
 HZ2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2562
 HZ2562.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2562
 HZ2562.The ellipsoidal height was determined by GPS observations
 HZ2562.and is referenced to NAD 83.
 HZ2562
 HZ2562. The following values were computed from the NAD 83(1997) position.
 HZ2562
 HZ2562;                    North         East     Units Scale Factor Converg.
 HZ2562;SPC IN E     -   389,465.594   117,364.782   MT  0.99997038   +0 07 30.2
 HZ2562;SPC IN E     - 1,277,771.70    385,054.29   sFT  0.99997038   +0 07 30.2
 HZ2562;UTM  16      - 4,290,852.701   633,212.508   MT  0.99981852   +0 57 35.6
 HZ2562
 HZ2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2562!SPC IN E     -   0.99996680  x   0.99997038  =   0.99993718
 HZ2562!UTM  16      -   0.99996680  x   0.99981852  =   0.99978532
 HZ2562
 HZ2562:                Primary Azimuth Mark                     Grid Az
 HZ2562:SPC IN E     -  MADISON                                  035 15 13.7
 HZ2562:UTM  16      -  MADISON                                  034 25 08.3
 HZ2562
 HZ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3321290852(NAD 83)
 HZ2562
 HZ2562|---------------------------------------------------------------------|
 HZ2562| PID    Reference Object                     Distance      Geod. Az  |
 HZ2562|                                                           dddmmss.s |
 HZ2562| HZ2559 MADISON                             APPROX. 0.6 KM 0352243.9 |
 HZ2562|---------------------------------------------------------------------|
 HZ2562
 HZ2562                          SUPERSEDED SURVEY CONTROL
 HZ2562
 HZ2562  NAD 83(1995)-  38 45 22.79103(N)    085 28 00.79460(W) AD(       ) 3
 HZ2562  NAD 83(1993)-  38 45 22.79169(N)    085 28 00.79488(W) AD(       ) 3
 HZ2562  NAD 83(1986)-  38 45 22.79327(N)    085 28 00.79933(W) AD(       ) 3
 HZ2562  NAD 27      -  38 45 22.59166(N)    085 28 00.94840(W) AD(       ) 3
 HZ2562  NGVD 29 (02/23/89)  245.6    (m)  RAPSU86  model used  GPS OBS        
 HZ2562
 HZ2562.Superseded values are not recommended for survey control.
 HZ2562
 HZ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2562.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2562
 HZ2562_MARKER: DZ = AZIMUTH MARK DISK
 HZ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2562_STAMPING: MADISON 1986
 HZ2562_MARK LOGO: NGS
 HZ2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2562+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1988
 HZ2562
 HZ2562  HISTORY     - Date     Condition        Report By
 HZ2562  HISTORY     - 1986     MONUMENTED       NGS
 HZ2562  HISTORY     - 1988     GOOD
 HZ2562  HISTORY     - 19880705 GOOD
 HZ2562
 HZ2562                          STATION DESCRIPTION
 HZ2562
 HZ2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2562'THE STATION IS LOCATED ABOUT 41.8 KM (25.95 MI) EAST FROM INTERSTATE
 HZ2562'HIGHWAY 65, 3.2 KM (2.00 MI) NORTHWEST OF MADISON AND AT THE MADISON
 HZ2562'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MADISON, CITY HALL, MADISON,
 HZ2562'IN 47250, PHONE 812-265-4599.  AIRPORT MANAGER IS RALPH RODGERS.
 HZ2562'TO REACH THE STATION FROM THE COURTHOUSE IN MADISON, GO WEST ON STATE
 HZ2562'HIGHWAY 56 FOR 6.8 KM (4.25 MI) TO STATE HIGHWAY 256.  TURN RIGHT FOR
 HZ2562'0.2 KM (0.10 MI) TO STATE HIGHWAY 62.  TURN RIGHT ON STATE HIGHWAY 62
 HZ2562'FOR 3.4 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT ON PAVED ROAD
 HZ2562'FOR 0.7 KM (0.45 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.8
 HZ2562'KM (0.50 MI) TO AIRPORT ENTRANCE.  TURN RIGHT AND GO WEST FOR 0.5 KM
 HZ2562'(0.30 MI) TO AIRPORT OFFICE.  FROM THE OFFICE, GO NORTHWEST ACROSS
 HZ2562'AIRPORT APRON AND TAXIWAY FOR 0.21 KM (0.15 MI) TO A TAXIWAY LEADING
 HZ2562'TO THE SOUTHWEST.  TURN LEFT AND GO SOUTHWESTERLY FOR 0.56 KM
 HZ2562'(0.35 MI) TO A CURVE IN THE TAXIWAY AND THE MARK ON THE LEFT.
 HZ2562'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---MADISON
 HZ2562'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 HZ2562'FLUSH WITH THE GROUND.  LOCATED 38.1 M (125.0 FT) SOUTHEAST FROM THE
 HZ2562'SOUTHEAST CORNER OF RUNWAY 3, 22.25 M (73.0 FT) SOUTHEAST FROM STROBE
 HZ2562'LIGHT AT END OF RUNWAY 3, 4.57 M (15.0 FT) EAST FROM THE SOUTHEAST
 HZ2562'END OF THE EAST ONE OF TWO CULVERTS UNDER TAXIWAY AND 0.88 M (2.9 FT)
 HZ2562'SOUTHWEST FROM EDGE OF TAXIWAY.
 HZ2562'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ2562'DESCRIBED BY D.A. BOWLING.
 HZ2562
 HZ2562                          STATION RECOVERY (1988)
 HZ2562
 HZ2562'RECOVERED 1988
 HZ2562'RECOVERED IN GOOD CONDITION.
 HZ2562
 HZ2562                          STATION RECOVERY (1988)
 HZ2562
 HZ2562'RECOVERED 1988
 HZ2562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2419 ***********************************************************************
 LB2419  DESIGNATION -  MADISON
 LB2419  PID         -  LB2419
 LB2419  STATE/COUNTY-  IN/CASS
 LB2419  COUNTRY     -  US
 LB2419  USGS QUAD   -  LOGANSPORT (2019)
 LB2419
 LB2419                         *CURRENT SURVEY CONTROL
 LB2419  ______________________________________________________________________
 LB2419* NAD 83(1997) POSITION- 40 47 43.81059(N) 086 21 20.88500(W)   ADJUSTED
 LB2419* NAVD 88 ORTHO HEIGHT -   217.63  (+/-2cm)      714.0   (feet) VERTCON3
 LB2419  ______________________________________________________________________
 LB2419  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 LB2419  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LB2419  HORZ ORDER      -  SECOND
 LB2419  VERT ORDER      -  THIRD ? (See Below)
 LB2419
 LB2419.The horizontal coordinates were established by classical geodetic methods
 LB2419.and adjusted by the National Geodetic Survey in May 1999.
 LB2419
 LB2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2419
 LB2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2419.GEOID18 height accuracy estimate available here.
 LB2419
 LB2419.The vertical order pertains to the NGVD 29 superseded value.
 LB2419
 LB2419.Click photographs - Photos may exist for this station.
 LB2419
 LB2419.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2419
 LB2419. The following values were computed from the NAD 83(1997) position.
 LB2419
 LB2419;                    North         East     Units Scale Factor Converg.
 LB2419;SPC IN E     -   616,077.679    41,842.422   MT  1.00000828   -0 27 01.0
 LB2419;SPC IN E     - 2,021,248.19    137,278.01   sFT  1.00000828   -0 27 01.0
 LB2419;SPC IN W     -   616,103.854   961,398.029   MT  1.00001305   +0 28 31.3
 LB2419;SPC IN W     - 2,021,334.06  3,154,186.70   sFT  1.00001305   +0 28 31.3
 LB2419;UTM  16      - 4,516,255.967   554,345.363   MT  0.99963635   +0 25 15.3
 LB2419
 LB2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2419!SPC IN E     -   0.99997121  x   1.00000828  =   0.99997949
 LB2419!SPC IN W     -   0.99997121  x   1.00001305  =   0.99998426
 LB2419!UTM  16      -   0.99997121  x   0.99963635  =   0.99960757
 LB2419
 LB2419:                Primary Azimuth Mark                     Grid Az
 LB2419:SPC IN E     -  MARTHA                                   155 57 23.2
 LB2419:SPC IN W     -  MARTHA                                   155 01 50.9
 LB2419:UTM  16      -  MARTHA                                   155 05 06.9
 LB2419
 LB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5434516255(NAD 83)
 LB2419
 LB2419|---------------------------------------------------------------------|
 LB2419| PID    Reference Object                     Distance      Geod. Az  |
 LB2419|                                                           dddmmss.s |
 LB2419| CC8853 MADISON RM                           19.955 METERS 11451     |
 LB2419| LB2420 MARTHA                              APPROX. 0.6 KM 1553022.2 |
 LB2419|---------------------------------------------------------------------|
 LB2419
 LB2419                          SUPERSEDED SURVEY CONTROL
 LB2419
 LB2419  NAD 83(1986)-  40 47 43.81584(N)    086 21 20.89882(W) AD(       ) 2
 LB2419  NAD 27      -  40 47 43.65780(N)    086 21 20.90360(W) AD(       ) 2
 LB2419  USSD        -  40 47 43.68500(N)    086 21 20.74800(W) AD(       ) 3
 LB2419  NGVD 29             217.74   (m)          714.4    (f) LEVELING    3  
 LB2419
 LB2419.Superseded values are not recommended for survey control.
 LB2419
 LB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2419.See file dsdata.pdf to determine how the superseded data were derived.
 LB2419
 LB2419_MARKER: DS = TRIANGULATION STATION DISK
 LB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2419_STAMPING: MADISON 1920
 LB2419_MARK LOGO: CGS
 LB2419_PROJECTION: RECESSED 36 CENTIMETERS
 LB2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2419+STABILITY: SURFACE MOTION
 LB2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB2419+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2023
 LB2419
 LB2419  HISTORY     - Date     Condition        Report By
 LB2419  HISTORY     - 1920     MONUMENTED       CGS
 LB2419  HISTORY     - 20230414 GOOD             MCA
 LB2419
 LB2419                          STATION DESCRIPTION
 LB2419
 LB2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2419'FOUR MILES N OF LOGANSPORT, ON THE W SIDE OF THE TRACK, ABOUT
 LB2419'200 YARDS N OF ROAD CROSSING.  40 YARDS S OF RAILROAD BRIDGE
 LB2419'NO. 118-24, 190 YARDS N OF ERNEST WOLFS RESIDENCE, 2.320
 LB2419'METERS (7.61 FEET) W OF THE W AND NEAREST RAIL.  THE STATION,
 LB2419'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 LB2419'CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE OPPOSITE
 LB2419'SIDE OF THE TRACK, 19.955 METERS (65.47 FEET) FROM THE STATION
 LB2419'S 65 DEG 09 MIN E.
 LB2419
 LB2419                          STATION RECOVERY (2023)
 LB2419
 LB2419'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 LB2419'14 INCHES (36 CM) BELOW GRADE IN A SHALLOW WATER FILLED DITCH ON THE
 LB2419'WESTERLY SIDE OF THE OLD RAIL BED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2559 ***********************************************************************
 HZ2559  DESIGNATION -  MADISON
 HZ2559  PID         -  HZ2559
 HZ2559  STATE/COUNTY-  IN/JEFFERSON
 HZ2559  COUNTRY     -  US
 HZ2559  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2559
 HZ2559                         *CURRENT SURVEY CONTROL
 HZ2559  ______________________________________________________________________
 HZ2559* NAD 83(1997) POSITION- 38 45 38.17304(N) 085 27 46.84206(W)   ADJUSTED
 HZ2559* NAD 83(1997) ELLIP HT-   213.270 (meters)        (05/25/99)   ADJUSTED
 HZ2559* NAVD 88 ORTHO HEIGHT -   247.03  (meters)      810.5   (feet) N HEIGHT
 HZ2559  ______________________________________________________________________
 HZ2559  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ2559  NAD 83(1997) X  -    393,945.104 (meters)                     COMP
 HZ2559  NAD 83(1997) Y  - -4,964,569.859 (meters)                     COMP
 HZ2559  NAD 83(1997) Z  -  3,971,762.110 (meters)                     COMP
 HZ2559  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 HZ2559  DYNAMIC HEIGHT  -        246.87  (meters)      809.9   (feet) COMP
 HZ2559  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 HZ2559
 HZ2559  HORZ ORDER      -  THIRD
 HZ2559  VERT ORDER      -  THIRD
 HZ2559  ELLP ORDER      -  FOURTH    CLASS I
 HZ2559
 HZ2559.This mark is at Madison Airport (IMS)
 HZ2559
 HZ2559.The horizontal coordinates were established by GPS observations
 HZ2559.and adjusted by the National Geodetic Survey in May 1999.
 HZ2559
 HZ2559.The orthometric height was determined by differential leveling
 HZ2559.and adjusted by the NATIONAL GEODETIC SURVEY in February 1996.
 HZ2559
 HZ2559.The height was determined by precise leveling from only one NSRS
 HZ2559.bench mark.  This was not adequate 'tie leveling' to NSRS and was
 HZ2559.allowed ONLY to validate the GPS-derived height.
 HZ2559
 HZ2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2559.GEOID18 height accuracy estimate available here.
 HZ2559
 HZ2559.Click photographs - Photos may exist for this station.
 HZ2559
 HZ2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2559
 HZ2559.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2559
 HZ2559.The ellipsoidal height was determined by GPS observations
 HZ2559.and is referenced to NAD 83.
 HZ2559
 HZ2559.The dynamic height is computed by dividing the NAVD 88
 HZ2559.geopotential number by the normal gravity value computed on the
 HZ2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ2559.degrees latitude (g = 980.6199 gals.).
 HZ2559
 HZ2559.The modeled gravity was interpolated from observed gravity values.
 HZ2559
 HZ2559. The following values were computed from the NAD 83(1997) position.
 HZ2559
 HZ2559;                    North         East     Units Scale Factor Converg.
 HZ2559;SPC IN E     -   389,940.715   117,700.611   MT  0.99997052   +0 07 39.0
 HZ2559;SPC IN E     - 1,279,330.50    386,156.09   sFT  0.99997052   +0 07 39.0
 HZ2559;UTM  16      - 4,291,332.592   633,541.329   MT  0.99981960   +0 57 44.6
 HZ2559
 HZ2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2559!SPC IN E     -   0.99996654  x   0.99997052  =   0.99993706
 HZ2559!UTM  16      -   0.99996654  x   0.99981960  =   0.99978614
 HZ2559
 HZ2559:                Primary Azimuth Mark                     Grid Az
 HZ2559:SPC IN E     -  MADISOM AZ MK                            215 15 13.7
 HZ2559:UTM  16      -  MADISOM AZ MK                            214 25 08.1
 HZ2559
 HZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3354191332(NAD 83)
 HZ2559
 HZ2559|---------------------------------------------------------------------|
 HZ2559| PID    Reference Object                     Distance      Geod. Az  |
 HZ2559|                                                           dddmmss.s |
 HZ2559| HZ2562 MADISOM AZ MK                       APPROX. 0.6 KM 2152252.7 |
 HZ2559|---------------------------------------------------------------------|
 HZ2559
 HZ2559                          SUPERSEDED SURVEY CONTROL
 HZ2559
 HZ2559  NAD 83(1995)-  38 45 38.17528(N)    085 27 46.84169(W) AD(       ) 3
 HZ2559  NAD 83(1993)-  38 45 38.17594(N)    085 27 46.84197(W) AD(       ) 3
 HZ2559  NAD 83(1986)-  38 45 38.17752(N)    085 27 46.84642(W) AD(       ) 3
 HZ2559  NAD 27      -  38 45 37.97610(N)    085 27 46.99591(W) AD(       ) 3
 HZ2559  NGVD 29 (02/23/89)  247.19   (m)          811.0    (f) N HEIGHT    3  
 HZ2559
 HZ2559.Superseded values are not recommended for survey control.
 HZ2559
 HZ2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2559.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2559
 HZ2559_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2559_STAMPING: MADISON 1986
 HZ2559_MARK LOGO: NGS
 HZ2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2559+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 HZ2559
 HZ2559  HISTORY     - Date     Condition        Report By
 HZ2559  HISTORY     - 1986     MONUMENTED       NGS
 HZ2559  HISTORY     - 1988     GOOD
 HZ2559  HISTORY     - 19880707 GOOD
 HZ2559
 HZ2559                          STATION DESCRIPTION
 HZ2559
 HZ2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HZ2559'THE STATION IS LOCATED ABOUT 41.8 KM (25.95 MI) EAST FROM INTERSTATE
 HZ2559'HIGHWAY 65, 3.2 KM (2.00 MI) NORTHWEST OF MADISON AND AT THE MADISON
 HZ2559'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MADISON, CITY HALL, MADISON,
 HZ2559'IN 47250, PHONE 812-265-4599.  AIRPORT MANAGER IS RALPH RODGERS.
 HZ2559'TO REACH THE STATION FROM THE COURTHOUSE IN MADISON, GO WEST ON STATE
 HZ2559'HIGHWAY 56 FOR 6.8 KM (4.25 MI) TO STATE HIGHWAY 256.  TURN RIGHT FOR
 HZ2559'0.2 KM (0.10 MI) TO STATE HIGHWAY 62.  TURN RIGHT ON STATE HIGHWAY 62
 HZ2559'FOR 3.4 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT ON PAVED ROAD
 HZ2559'FOR 0.7 KM (0.45 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.8
 HZ2559'KM (0.50 MI) TO AIRPORT ENTRANCE.  TURN RIGHT AND GO WEST FOR 0.5 KM
 HZ2559'(0.30 MI) TO AIRPORT OFFICE.  FROM THE OFFICE, GO NORTHWEST ACROSS
 HZ2559'AIRPORT APRON AND TAXIWAY FOR 0.21 KM (0.15 MI) TO A TAXIWAY LEADING
 HZ2559'TO THE SOUTHWEST AND THE STATION ON THE LEFT.
 HZ2559'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---MADISON
 HZ2559'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 HZ2559'FLUSH WITH THE GROUND.  LOCATED 15.24 M (50.0 FT) NORTH FROM THE
 HZ2559'SOUTH END OF A CULVERT UNDER TAXIWAY, 3.05 M (10.0 FT) SOUTHWEST FROM
 HZ2559'CENTER OF THE EAST-WEST TAXIWAY AND 2.74 M (9.0 FT) SOUTHEAST FROM
 HZ2559'CENTER OF NORTH-SOUTH TAXIWAY.
 HZ2559'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ2559'DESCRIBED BY D.A. BOWLING.
 HZ2559
 HZ2559                          STATION RECOVERY (1988)
 HZ2559
 HZ2559'RECOVERED 1988
 HZ2559'RECOVERED IN GOOD CONDITION.
 HZ2559
 HZ2559                          STATION RECOVERY (1988)
 HZ2559
 HZ2559'RECOVERED 1988
 HZ2559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM3503 ***********************************************************************
 DM3503  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM3503  DESIGNATION -  MADISON CORS ARP
 DM3503  CORS_ID     -  INMD
 DM3503  PID         -  DM3503
 DM3503  STATE/COUNTY-  IN/JEFFERSON
 DM3503  COUNTRY     -  US
 DM3503  USGS QUAD   -  CLIFTY FALLS (2019)
 DM3503
 DM3503                         *CURRENT SURVEY CONTROL
 DM3503  ______________________________________________________________________
 DM3503* NAD 83(2011) POSITION- 38 50 03.07892(N) 085 25 16.18823(W)   ADJUSTED
 DM3503* NAD 83(2011) ELLIP HT-   232.298 (meters)        (04/??/25)   ADJUSTED
 DM3503* NAD 83(2011) EPOCH   -  2010.00
 DM3503  ______________________________________________________________________
 DM3503  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 DM3503  NAD 83(2011) X  -    397,163.645 (meters)                     COMP
 DM3503  NAD 83(2011) Y  - -4,959,193.437 (meters)                     COMP
 DM3503  NAD 83(2011) Z  -  3,978,140.733 (meters)                     COMP
 DM3503
 DM3503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3503  Standards:
 DM3503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3503  -------------------------------------------------------------------
 DM3503  NETWORK    0.14   0.13           0.06   0.05   0.07     -0.16731400
 DM3503  -------------------------------------------------------------------
 DM3503
 DM3503.The coordinates were established by GPS observations
 DM3503.and adjusted by the National Geodetic Survey in April 2025.
 DM3503
 DM3503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3503.been affixed to the stable North American Tectonic Plate. 
 DM3503
 DM3503.The coordinates are valid at the epoch date displayed above
 DM3503.which is a decimal equivalence of Year/Month/Day.
 DM3503
 DM3503.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM3503.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM3503.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM3503.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM3503.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM3503.published epoch of 2010.00.
 DM3503
 DM3503.Additional information on MYCS is available at:
 DM3503.https://geodesy.noaa.gov/CORS/index.shtml
 DM3503
 DM3503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3503.GEOID18 height accuracy estimate available here.
 DM3503
 DM3503.The PID for the CORS L1 Phase Center is DS2852.
 DM3503
 DM3503.Click photographs - Photos may exist for this station.
 DM3503
 DM3503.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM3503
 DM3503.The ellipsoidal height was determined by GPS observations
 DM3503.and is referenced to NAD 83.
 DM3503
 DM3503. The following values were computed from the NAD 83(2011) position.
 DM3503
 DM3503;                    North         East     Units Scale Factor Converg.
 DM3503;SPC IN E     -   398,118.171   121,315.916   MT  0.99997226   +0 09 14.2
 DM3503;SPC IN E     - 1,306,159.37    398,017.30   sFT  0.99997226   +0 09 14.2
 DM3503;UTM  16      - 4,299,560.699   637,036.488   MT  0.99983124   +0 59 24.7
 DM3503
 DM3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3503!SPC IN E     -   0.99996355  x   0.99997226  =   0.99993581
 DM3503!UTM  16      -   0.99996355  x   0.99983124  =   0.99979480
 DM3503
 DM3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3703699560(NAD 83)
 DM3503
 DM3503                          SUPERSEDED SURVEY CONTROL
 DM3503
 DM3503  NAD 83(2011)-  38 50 03.07897(N)    085 25 16.18816(W) AD(2010.00) c
 DM3503  ELLIP H (06/??/19)  232.298  (m)                       GP(2010.00) c c
 DM3503  NAD 83(2011)-  38 50 03.07920(N)    085 25 16.18828(W) AD(2010.00) c
 DM3503  NAD 83(2011)-  38 50 03.07908(N)    085 25 16.18819(W) AD(2010.00) c
 DM3503  ELLIP H (08/??/11)  232.290  (m)                       GP(2010.00) c c
 DM3503  NAD 83(CORS)-  38 50 03.07955(N)    085 25 16.18897(W) AD(2002.00) c
 DM3503  ELLIP H (09/??/10)  232.274  (m)                       GP(2002.00) c c
 DM3503
 DM3503.Superseded values are not recommended for survey control.
 DM3503
 DM3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3503.See file dsdata.pdf to determine how the superseded data were derived.
 DM3503
 DM3503_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM3503
 DM3503                          STATION DESCRIPTION
 DM3503
 DM3503'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM3503'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM3503'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM3503'AND LOG FILES ACCESSIBLE AT:
 DM3503'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2044 ***********************************************************************
 HZ2044  DESIGNATION -  MADISON CRAGMONT ST HOSP SPIPE
 HZ2044  PID         -  HZ2044
 HZ2044  STATE/COUNTY-  IN/JEFFERSON
 HZ2044  COUNTRY     -  US
 HZ2044  USGS QUAD   -  MADISON WEST (2019)
 HZ2044
 HZ2044                         *CURRENT SURVEY CONTROL
 HZ2044  ______________________________________________________________________
 HZ2044* NAD 83(1997) POSITION- 38 44 53.26178(N) 085 24 15.05898(W)   ADJUSTED
 HZ2044  ______________________________________________________________________
 HZ2044  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ2044  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HZ2044  HORZ ORDER      -  THIRD
 HZ2044
 HZ2044.The horizontal coordinates were established by classical geodetic methods
 HZ2044.and adjusted by the National Geodetic Survey in May 1999.
 HZ2044
 HZ2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2044.GEOID18 height accuracy estimate available here.
 HZ2044
 HZ2044.Click photographs - Photos may exist for this station.
 HZ2044
 HZ2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2044
 HZ2044. The following values were computed from the NAD 83(1997) position.
 HZ2044
 HZ2044;                    North         East     Units Scale Factor Converg.
 HZ2044;SPC IN E     -   388,568.881   122,817.663   MT  0.99997308   +0 09 51.4
 HZ2044;SPC IN E     - 1,274,829.74    402,944.28   sFT  0.99997308   +0 09 51.4
 HZ2044;SPC KY1Z     - 1,268,067.356 1,530,063.348   MT  1.00002065   +0 12 44.3
 HZ2044;SPC KY1Z     - 4,160,317.65  5,019,882.83   sFT  1.00002065   +0 12 44.3
 HZ2044;SPC KY N     -   139,169.356   399,668.996   MT  0.99997406   -0 43 04.7
 HZ2044;SPC KY N     -   456,591.46  1,311,247.36   sFT  0.99997406   -0 43 04.7
 HZ2044;UTM  16      - 4,290,035.642   638,677.086   MT  0.99983682   +0 59 56.3
 HZ2044
 HZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3867790035(NAD 83)
 HZ2044
 HZ2044                          SUPERSEDED SURVEY CONTROL
 HZ2044
 HZ2044  NAD 83(1995)-  38 44 53.26169(N)    085 24 15.05740(W) AD(       ) 3
 HZ2044  NAD 83(1993)-  38 44 53.26189(N)    085 24 15.05790(W) AD(       ) 3
 HZ2044  NAD 83(1986)-  38 44 53.26321(N)    085 24 15.06430(W) AD(       ) 3
 HZ2044  NAD 27      -  38 44 53.04700(N)    085 24 15.21900(W) AD(       ) 3
 HZ2044
 HZ2044.Superseded values are not recommended for survey control.
 HZ2044
 HZ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2044.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2044
 HZ2044_MARKER: 52 = STANDPIPE TANK
 HZ2044
 HZ2044  HISTORY     - Date     Condition        Report By
 HZ2044  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2044  HISTORY     - 1963     GOOD             AEROS
 HZ2044
 HZ2044                          STATION DESCRIPTION
 HZ2044
 HZ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2044'THIS IS AN INTERSECTION STATION.
 HZ2044'
 HZ2044'THE STATION IS THE TOP CENTER OF THE BATTLEMENTED ROUND YELLOW BRICK
 HZ2044'TOWER THAT ENCASES THE INSTITUTIONAL WATER SUPPLY STANDPIPE.
 HZ2044'IT IS LOCATED ABOUT 200 YARDS WEST OF THE POWERHOUSE AND IS AN
 HZ2044'ESTIMATED 100 FEET HIGH. THE POWERHOUSE AND OTHER
 HZ2044'BUILDINGS ARE LOCATED ABOUT ONE-HALF MILE SOUTH-SOUTHWEST OF NORTH
 HZ2044'MADISON AND NEAR THE TOP OF THE BLUFFS OVER LOOKING MADISON. THE
 HZ2044'HOSPITAL IS ALSO KNOWN AS THE MADISON STATE HOSPITAL AND THE
 HZ2044'SOUTHEAST INDIANA HOSPITAL FOR THE INSANE.
 HZ2044
 HZ2044                          STATION RECOVERY (1963)
 HZ2044
 HZ2044'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2051 ***********************************************************************
 HZ2051  DESIGNATION -  MADISON CRAGMONT ST HOSP STK
 HZ2051  PID         -  HZ2051
 HZ2051  STATE/COUNTY-  IN/JEFFERSON
 HZ2051  COUNTRY     -  US
 HZ2051  USGS QUAD   -  MADISON WEST (2019)
 HZ2051
 HZ2051                         *CURRENT SURVEY CONTROL
 HZ2051  ______________________________________________________________________
 HZ2051* NAD 83(1997) POSITION- 38 44 53.03845(N) 085 24 06.99517(W)   ADJUSTED
 HZ2051  ______________________________________________________________________
 HZ2051  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ2051  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HZ2051  HORZ ORDER      -  THIRD
 HZ2051
 HZ2051.The horizontal coordinates were established by classical geodetic methods
 HZ2051.and adjusted by the National Geodetic Survey in May 1999.
 HZ2051
 HZ2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2051.GEOID18 height accuracy estimate available here.
 HZ2051
 HZ2051.Click photographs - Photos may exist for this station.
 HZ2051
 HZ2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2051
 HZ2051. The following values were computed from the NAD 83(1997) position.
 HZ2051
 HZ2051;                    North         East     Units Scale Factor Converg.
 HZ2051;SPC IN E     -   388,562.556   123,012.401   MT  0.99997319   +0 09 56.5
 HZ2051;SPC IN E     - 1,274,808.99    403,583.19   sFT  0.99997319   +0 09 56.5
 HZ2051;SPC KY1Z     - 1,268,061.193 1,530,258.101   MT  1.00002064   +0 12 49.3
 HZ2051;SPC KY1Z     - 4,160,297.43  5,020,521.79   sFT  1.00002064   +0 12 49.3
 HZ2051;SPC KY N     -   139,160.032   399,863.614   MT  0.99997406   -0 42 59.7
 HZ2051;SPC KY N     -   456,560.87  1,311,885.87   sFT  0.99997406   -0 42 59.7
 HZ2051;UTM  16      - 4,290,032.154   638,871.870   MT  0.99983749   +1 00 01.4
 HZ2051
 HZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3887190032(NAD 83)
 HZ2051
 HZ2051                          SUPERSEDED SURVEY CONTROL
 HZ2051
 HZ2051  NAD 83(1995)-  38 44 53.03836(N)    085 24 06.99361(W) AD(       ) 3
 HZ2051  NAD 83(1993)-  38 44 53.03857(N)    085 24 06.99410(W) AD(       ) 3
 HZ2051  NAD 83(1986)-  38 44 53.03982(N)    085 24 07.00058(W) AD(       ) 3
 HZ2051  NAD 27      -  38 44 52.82400(N)    085 24 07.15800(W) AD(       ) 3
 HZ2051
 HZ2051.Superseded values are not recommended for survey control.
 HZ2051
 HZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2051.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2051
 HZ2051_MARKER: 63 = STACK
 HZ2051
 HZ2051  HISTORY     - Date     Condition        Report By
 HZ2051  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2051  HISTORY     - 1963     GOOD             AEROS
 HZ2051
 HZ2051                          STATION DESCRIPTION
 HZ2051
 HZ2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2051'THIS IS AN INTERSECTION STATION.
 HZ2051'
 HZ2051'THE STATION IS THE TOP CENTER OF THE ROUND YELLOW BRICK SMOKESTACK,
 HZ2051'AND ESTIMATED 125 FEET HIGH, LOCATED AT THE NORTHERN END OF
 HZ2051'THE INSTITUTIONAL POWERHOUSE. THE POWERHOUSE AND OTHER BUILDINGS ARE
 HZ2051'LOCATED ABOUT ONE-HALF MILE SOUTH-SOUTHWEST OF NORTH MADISON
 HZ2051'AND NEAR THE TOP OF THE BLUFFS OVERLOOKING MADISON. THE HOSPITAL IS
 HZ2051'ALSO KNOWN AS THE MADISON STATE HOSPITAL AND THE SOUTHEAST
 HZ2051'INDIANA HOSPITAL FOR THE INSANE.
 HZ2051
 HZ2051                          STATION RECOVERY (1963)
 HZ2051
 HZ2051'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2057 ***********************************************************************
 HZ2057  DESIGNATION -  MADISON JEFFERSON CO CTHSE
 HZ2057  PID         -  HZ2057
 HZ2057  STATE/COUNTY-  IN/JEFFERSON
 HZ2057  COUNTRY     -  US
 HZ2057  USGS QUAD   -  MADISON WEST (2019)
 HZ2057
 HZ2057                         *CURRENT SURVEY CONTROL
 HZ2057  ______________________________________________________________________
 HZ2057* NAD 83(1997) POSITION- 38 44 09.44122(N) 085 22 36.31536(W)   ADJUSTED
 HZ2057  ______________________________________________________________________
 HZ2057  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 HZ2057  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HZ2057  HORZ ORDER      -  THIRD
 HZ2057
 HZ2057.The horizontal coordinates were established by classical geodetic methods
 HZ2057.and adjusted by the National Geodetic Survey in May 1999.
 HZ2057
 HZ2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2057.GEOID18 height accuracy estimate available here.
 HZ2057
 HZ2057.Click photographs - Photos may exist for this station.
 HZ2057
 HZ2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2057
 HZ2057. The following values were computed from the NAD 83(1997) position.
 HZ2057
 HZ2057;                    North         East     Units Scale Factor Converg.
 HZ2057;SPC IN E     -   387,224.854   125,206.326   MT  0.99997449   +0 10 53.1
 HZ2057;SPC IN E     - 1,270,420.21    410,781.09   sFT  0.99997449   +0 10 53.1
 HZ2057;SPC KY1Z     - 1,266,725.265 1,532,453.242   MT  1.00001744   +0 13 45.0
 HZ2057;SPC KY1Z     - 4,155,914.47  5,027,723.68   sFT  1.00001744   +0 13 45.0
 HZ2057;SPC KY N     -   137,788.707   402,036.680   MT  0.99997304   -0 42 03.3
 HZ2057;SPC KY N     -   452,061.78  1,319,015.34   sFT  0.99997304   -0 42 03.3
 HZ2057;UTM  16      - 4,288,726.724   641,084.753   MT  0.99984512   +1 00 57.2
 HZ2057
 HZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4108488726(NAD 83)
 HZ2057
 HZ2057                          SUPERSEDED SURVEY CONTROL
 HZ2057
 HZ2057  NAD 83(1995)-  38 44 09.44090(N)    085 22 36.31538(W) AD(       ) 3
 HZ2057  NAD 83(1993)-  38 44 09.44110(N)    085 22 36.31612(W) AD(       ) 3
 HZ2057  NAD 83(1986)-  38 44 09.44244(N)    085 22 36.32235(W) AD(       ) 3
 HZ2057  NAD 27      -  38 44 09.22700(N)    085 22 36.47900(W) AD(       ) 3
 HZ2057
 HZ2057.Superseded values are not recommended for survey control.
 HZ2057
 HZ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2057.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2057
 HZ2057_MARKER: 87 = DOME
 HZ2057
 HZ2057  HISTORY     - Date     Condition        Report By
 HZ2057  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2057  HISTORY     - 1963     GOOD             AEROS
 HZ2057
 HZ2057                          STATION DESCRIPTION
 HZ2057
 HZ2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2057'THIS IS AN INTERSECTION STATION.
 HZ2057'
 HZ2057'THE STATION IS THE TOP OF THE POINTED ROOF OF THE CUPOLA ON TOP OF
 HZ2057'THE DOMED ROOF OF THE COURTHOUSE LOCATED IN THE SOUTHEASTERN
 HZ2057'ANGLE OF THE INTERSECTION OF EAST MAIN STREET AND JEFFERSON STREET IN
 HZ2057'DOWNTOWN MADISON.
 HZ2057
 HZ2057                          STATION RECOVERY (1963)
 HZ2057
 HZ2057'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2057'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2052 ***********************************************************************
 HZ2052  DESIGNATION -  MADISON LIGHT AND POWER STK
 HZ2052  PID         -  HZ2052
 HZ2052  STATE/COUNTY-  IN/JEFFERSON
 HZ2052  COUNTRY     -  US
 HZ2052  USGS QUAD   -  MADISON WEST (2019)
 HZ2052
 HZ2052                         *CURRENT SURVEY CONTROL
 HZ2052  ______________________________________________________________________
 HZ2052* NAD 83(1997) POSITION- 38 44 14.35184(N) 085 23 18.33662(W)   ADJUSTED
 HZ2052  ______________________________________________________________________
 HZ2052  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 HZ2052  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 HZ2052  HORZ ORDER      -  THIRD
 HZ2052
 HZ2052.The horizontal coordinates were established by classical geodetic methods
 HZ2052.and adjusted by the National Geodetic Survey in May 1999.
 HZ2052
 HZ2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2052.GEOID18 height accuracy estimate available here.
 HZ2052
 HZ2052.Click photographs - Photos may exist for this station.
 HZ2052
 HZ2052.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2052
 HZ2052. The following values were computed from the NAD 83(1997) position.
 HZ2052
 HZ2052;                    North         East     Units Scale Factor Converg.
 HZ2052;SPC IN E     -   387,373.126   124,190.996   MT  0.99997387   +0 10 26.8
 HZ2052;SPC IN E     - 1,270,906.66    407,449.96   sFT  0.99997387   +0 10 26.8
 HZ2052;SPC KY1Z     - 1,266,872.696 1,531,437.745   MT  1.00001780   +0 13 19.2
 HZ2052;SPC KY1Z     - 4,156,398.17  5,024,392.00   sFT  1.00001780   +0 13 19.2
 HZ2052;SPC KY N     -   137,952.595   401,023.755   MT  0.99997316   -0 42 29.4
 HZ2052;SPC KY N     -   452,599.47  1,315,692.10   sFT  0.99997316   -0 42 29.4
 HZ2052;UTM  16      - 4,288,860.175   640,067.505   MT  0.99984159   +1 00 31.0
 HZ2052
 HZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4006788860(NAD 83)
 HZ2052
 HZ2052                          SUPERSEDED SURVEY CONTROL
 HZ2052
 HZ2052  NAD 83(1995)-  38 44 14.35151(N)    085 23 18.33635(W) AD(       ) 3
 HZ2052  NAD 83(1993)-  38 44 14.35167(N)    085 23 18.33705(W) AD(       ) 3
 HZ2052  NAD 83(1986)-  38 44 14.35305(N)    085 23 18.34325(W) AD(       ) 3
 HZ2052  NAD 27      -  38 44 14.14000(N)    085 23 18.49800(W) AD(       ) 3
 HZ2052
 HZ2052.Superseded values are not recommended for survey control.
 HZ2052
 HZ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2052.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2052
 HZ2052_MARKER: 63 = STACK
 HZ2052
 HZ2052  HISTORY     - Date     Condition        Report By
 HZ2052  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2052
 HZ2052                          STATION DESCRIPTION
 HZ2052
 HZ2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2052'THIS IS AN INTERSECTION STATION.
 HZ2052'
 HZ2052'THE STATION IS THE TOP CENTER OF THE CONCRETE STACK OF THE SAID POWER
 HZ2052'COMPANY. THE STACK IS ABOUT 50 YARDS SOUTH OF THE CENTER OF WEST
 HZ2052'MAIN STREET AND ABOUT MIDWAY BETWEEN PLUM STREET AND MILL STREET IN
 HZ2052'THE WESTERN PART OF MADISON.  IT IS AN ESTIMATED 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2055 ***********************************************************************
 HZ2055  DESIGNATION -  MADISON PEARL PACKING CO STK
 HZ2055  PID         -  HZ2055
 HZ2055  STATE/COUNTY-  IN/JEFFERSON
 HZ2055  COUNTRY     -  US
 HZ2055  USGS QUAD   -  MADISON WEST (2019)
 HZ2055
 HZ2055                         *CURRENT SURVEY CONTROL
 HZ2055  ______________________________________________________________________
 HZ2055* NAD 83(1997) POSITION- 38 44 25.34143(N) 085 22 48.36034(W)   ADJUSTED
 HZ2055  ______________________________________________________________________
 HZ2055  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 HZ2055  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HZ2055  HORZ ORDER      -  THIRD
 HZ2055
 HZ2055.The horizontal coordinates were established by classical geodetic methods
 HZ2055.and adjusted by the National Geodetic Survey in May 1999.
 HZ2055
 HZ2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2055.GEOID18 height accuracy estimate available here.
 HZ2055
 HZ2055.Click photographs - Photos may exist for this station.
 HZ2055
 HZ2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2055
 HZ2055. The following values were computed from the NAD 83(1997) position.
 HZ2055
 HZ2055;                    North         East     Units Scale Factor Converg.
 HZ2055;SPC IN E     -   387,714.226   124,913.889   MT  0.99997431   +0 10 45.6
 HZ2055;SPC IN E     - 1,272,025.76    409,821.65   sFT  0.99997431   +0 10 45.6
 HZ2055;SPC KY1Z     - 1,267,214.414 1,532,160.385   MT  1.00001860   +0 13 37.6
 HZ2055;SPC KY1Z     - 4,157,519.29  5,026,762.86   sFT  1.00001860   +0 13 37.6
 HZ2055;SPC KY N     -   138,282.523   401,751.814   MT  0.99997341   -0 42 10.8
 HZ2055;SPC KY N     -   453,681.91  1,318,080.74   sFT  0.99997341   -0 42 10.8
 HZ2055;UTM  16      - 4,289,211.722   640,785.259   MT  0.99984408   +1 00 50.0
 HZ2055
 HZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4078589211(NAD 83)
 HZ2055
 HZ2055                          SUPERSEDED SURVEY CONTROL
 HZ2055
 HZ2055  NAD 83(1995)-  38 44 25.34101(N)    085 22 48.36027(W) AD(       ) 3
 HZ2055  NAD 83(1993)-  38 44 25.34117(N)    085 22 48.36100(W) AD(       ) 3
 HZ2055  NAD 83(1986)-  38 44 25.34256(N)    085 22 48.36722(W) AD(       ) 3
 HZ2055  NAD 27      -  38 44 25.13000(N)    085 22 48.52000(W) AD(       ) 3
 HZ2055
 HZ2055.Superseded values are not recommended for survey control.
 HZ2055
 HZ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2055.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2055
 HZ2055_MARKER: 63 = STACK
 HZ2055
 HZ2055  HISTORY     - Date     Condition        Report By
 HZ2055  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2055  HISTORY     - 1963     GOOD             AEROS
 HZ2055
 HZ2055                          STATION DESCRIPTION
 HZ2055
 HZ2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2055'THIS IS AN INTERSECTION STATION.
 HZ2055'
 HZ2055'THE STATION IS THE TOP CENTER OF THE BRICK SMOKESTACK AT THE PACKING
 HZ2055'PLANT ON WEST STREET AT THE FOOT OF THE HIGH BLUFFS ON THE
 HZ2055'NORTHERN EDGE OF MADISON. THE STACK IS AN ESTIMATED 125 FEET HIGH.
 HZ2055'THIS HEIGHT CONSISTS OF TWO NEARLY EQUAL LENGTHS OF WHICH THE
 HZ2055'BOTTOM LENGTH IS OCTAGONAL IN TRANSVERSE SECTION, AND THE TOP LENGTH
 HZ2055'IS ROUND.
 HZ2055
 HZ2055                          STATION RECOVERY (1963)
 HZ2055
 HZ2055'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2055'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2021 ***********************************************************************
 HZ2021  DESIGNATION -  MADISON ST MARYS CATH CH SPIRE
 HZ2021  PID         -  HZ2021
 HZ2021  STATE/COUNTY-  IN/JEFFERSON
 HZ2021  COUNTRY     -  US
 HZ2021  USGS QUAD   -  MADISON WEST (2019)
 HZ2021
 HZ2021                         *CURRENT SURVEY CONTROL
 HZ2021  ______________________________________________________________________
 HZ2021* NAD 83(1997) POSITION- 38 44 06.83426(N) 085 22 29.62222(W)   ADJUSTED
 HZ2021  ______________________________________________________________________
 HZ2021  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 HZ2021  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HZ2021  HORZ ORDER      -  THIRD
 HZ2021
 HZ2021.The horizontal coordinates were established by classical geodetic methods
 HZ2021.and adjusted by the National Geodetic Survey in May 1999.
 HZ2021
 HZ2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2021.GEOID18 height accuracy estimate available here.
 HZ2021
 HZ2021.Click photographs - Photos may exist for this station.
 HZ2021
 HZ2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2021
 HZ2021. The following values were computed from the NAD 83(1997) position.
 HZ2021
 HZ2021;                    North         East     Units Scale Factor Converg.
 HZ2021;SPC IN E     -   387,144.981   125,368.230   MT  0.99997459   +0 10 57.2
 HZ2021;SPC IN E     - 1,270,158.16    411,312.27   sFT  0.99997459   +0 10 57.2
 HZ2021;SPC KY1Z     - 1,266,645.523 1,532,615.220   MT  1.00001725   +0 13 49.1
 HZ2021;SPC KY1Z     - 4,155,652.85  5,028,255.10   sFT  1.00001725   +0 13 49.1
 HZ2021;SPC KY N     -   137,706.350   402,197.335   MT  0.99997299   -0 41 59.1
 HZ2021;SPC KY N     -   451,791.58  1,319,542.42   sFT  0.99997299   -0 41 59.1
 HZ2021;UTM  16      - 4,288,649.228   641,247.783   MT  0.99984568   +1 01 01.3
 HZ2021
 HZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4124788649(NAD 83)
 HZ2021
 HZ2021                          SUPERSEDED SURVEY CONTROL
 HZ2021
 HZ2021  NAD 83(1995)-  38 44 06.83393(N)    085 22 29.62229(W) AD(       ) 3
 HZ2021  NAD 83(1993)-  38 44 06.83412(N)    085 22 29.62303(W) AD(       ) 3
 HZ2021  NAD 83(1986)-  38 44 06.83549(N)    085 22 29.62927(W) AD(       ) 3
 HZ2021  NAD 27      -  38 44 06.62000(N)    085 22 29.79000(W) AD(       ) 3
 HZ2021
 HZ2021.Superseded values are not recommended for survey control.
 HZ2021
 HZ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2021.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2021
 HZ2021_MARKER: 90 = CHURCH SPIRE
 HZ2021
 HZ2021  HISTORY     - Date     Condition        Report By
 HZ2021  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2021  HISTORY     - 1963     GOOD             AEROS
 HZ2021
 HZ2021                          STATION DESCRIPTION
 HZ2021
 HZ2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2021'THIS IS AN INTERSECTION STATION.
 HZ2021'
 HZ2021'THE STATION IS THE TOP CENTER OF THE CROSS ATOP THE OCTAGONAL SPIRE
 HZ2021'ON THE SOUTHERN END OF THE SAID CHURCH WHICH IS LOCATED ON THE
 HZ2021'NORTHERN SIDE OF EAST 2ND. STREET AND ABOUT MIDWAY BETWEEN WALNUT
 HZ2021'STREET AND EAST STREET IN MADISON.  IT IS AN ESTIMATED 75 FEET
 HZ2021'HIGH.
 HZ2021
 HZ2021                          STATION RECOVERY (1963)
 HZ2021
 HZ2021'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2022 ***********************************************************************
 HZ2022  DESIGNATION -  MADISON ST MICHAELS CATH CH
 HZ2022  PID         -  HZ2022
 HZ2022  STATE/COUNTY-  IN/JEFFERSON
 HZ2022  COUNTRY     -  US
 HZ2022  USGS QUAD   -  MADISON EAST (2019)
 HZ2022
 HZ2022                         *CURRENT SURVEY CONTROL
 HZ2022  ______________________________________________________________________
 HZ2022* NAD 83(1997) POSITION- 38 44 14.67407(N) 085 22 23.83646(W)   ADJUSTED
 HZ2022  ______________________________________________________________________
 HZ2022  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 HZ2022  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 HZ2022  HORZ ORDER      -  THIRD
 HZ2022
 HZ2022.The horizontal coordinates were established by classical geodetic methods
 HZ2022.and adjusted by the National Geodetic Survey in May 1999.
 HZ2022
 HZ2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2022.GEOID18 height accuracy estimate available here.
 HZ2022
 HZ2022.Click photographs - Photos may exist for this station.
 HZ2022
 HZ2022.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2022
 HZ2022. The following values were computed from the NAD 83(1997) position.
 HZ2022
 HZ2022;                    North         East     Units Scale Factor Converg.
 HZ2022;SPC IN E     -   387,387.171   125,507.191   MT  0.99997468   +0 11 00.9
 HZ2022;SPC IN E     - 1,270,952.74    411,768.18   sFT  0.99997468   +0 11 00.9
 HZ2022;SPC KY1Z     - 1,266,887.839 1,532,753.985   MT  1.00001782   +0 13 52.6
 HZ2022;SPC KY1Z     - 4,156,447.85  5,028,710.37   sFT  1.00001782   +0 13 52.6
 HZ2022;SPC KY N     -   137,946.371   402,340.008   MT  0.99997316   -0 41 55.5
 HZ2022;SPC KY N     -   452,579.05  1,320,010.51   sFT  0.99997316   -0 41 55.5
 HZ2022;UTM  16      - 4,288,893.384   641,383.184   MT  0.99984615   +1 01 05.1
 HZ2022
 HZ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4138388893(NAD 83)
 HZ2022
 HZ2022                          SUPERSEDED SURVEY CONTROL
 HZ2022
 HZ2022  NAD 83(1995)-  38 44 14.67371(N)    085 22 23.83656(W) AD(       ) 3
 HZ2022  NAD 83(1993)-  38 44 14.67388(N)    085 22 23.83731(W) AD(       ) 3
 HZ2022  NAD 83(1986)-  38 44 14.67527(N)    085 22 23.84354(W) AD(       ) 3
 HZ2022  NAD 27      -  38 44 14.46000(N)    085 22 24.00000(W) AD(       ) 3
 HZ2022
 HZ2022.Superseded values are not recommended for survey control.
 HZ2022
 HZ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2022.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2022
 HZ2022_MARKER: 91 = CHURCH CROSS
 HZ2022
 HZ2022  HISTORY     - Date     Condition        Report By
 HZ2022  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2022  HISTORY     - 1963     GOOD             AEROS
 HZ2022
 HZ2022                          STATION DESCRIPTION
 HZ2022
 HZ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2022'THIS IS AN INTERSECTION STATION.
 HZ2022'
 HZ2022'THE STATION IS THE TOP CENTER OF THE CROSS ATOP THE OCTAGONAL SPIRE
 HZ2022'ON THE NORTHWESTERN CORNER OF THE SAID CHURCH WHICH IS LOCATED
 HZ2022'AT THE INTERSECTION OF EAST THIRD STREET AND ST. MICHAEL STREET IN
 HZ2022'THE NORTHEASTERN PART OF MADISON.  IT IS AN ESTIMATED 100 FEET
 HZ2022'HIGH.
 HZ2022
 HZ2022                          STATION RECOVERY (1963)
 HZ2022
 HZ2022'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2054 ***********************************************************************
 HZ2054  DESIGNATION -  MADISON TRINITY ME CH SPIRE
 HZ2054  PID         -  HZ2054
 HZ2054  STATE/COUNTY-  IN/JEFFERSON
 HZ2054  COUNTRY     -  US
 HZ2054  USGS QUAD   -  MADISON WEST (2019)
 HZ2054
 HZ2054                         *CURRENT SURVEY CONTROL
 HZ2054  ______________________________________________________________________
 HZ2054* NAD 83(1997) POSITION- 38 44 14.36616(N) 085 22 59.84579(W)   ADJUSTED
 HZ2054  ______________________________________________________________________
 HZ2054  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 HZ2054  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 HZ2054  HORZ ORDER      -  THIRD
 HZ2054
 HZ2054.The horizontal coordinates were established by classical geodetic methods
 HZ2054.and adjusted by the National Geodetic Survey in May 1999.
 HZ2054
 HZ2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2054.GEOID18 height accuracy estimate available here.
 HZ2054
 HZ2054.Click photographs - Photos may exist for this station.
 HZ2054
 HZ2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2054
 HZ2054. The following values were computed from the NAD 83(1997) position.
 HZ2054
 HZ2054;                    North         East     Units Scale Factor Converg.
 HZ2054;SPC IN E     -   387,374.937   124,637.565   MT  0.99997414   +0 10 38.4
 HZ2054;SPC IN E     - 1,270,912.61    408,915.08   sFT  0.99997414   +0 10 38.4
 HZ2054;SPC KY1Z     - 1,266,874.880 1,531,884.331   MT  1.00001780   +0 13 30.5
 HZ2054;SPC KY1Z     - 4,156,405.34  5,025,857.18   sFT  1.00001780   +0 13 30.5
 HZ2054;SPC KY N     -   137,947.530   401,470.298   MT  0.99997316   -0 42 17.9
 HZ2054;SPC KY N     -   452,582.85  1,317,157.14   sFT  0.99997316   -0 42 17.9
 HZ2054;UTM  16      - 4,288,868.489   640,513.941   MT  0.99984314   +1 00 42.6
 HZ2054
 HZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4051388868(NAD 83)
 HZ2054
 HZ2054                          SUPERSEDED SURVEY CONTROL
 HZ2054
 HZ2054  NAD 83(1995)-  38 44 14.36580(N)    085 22 59.84563(W) AD(       ) 3
 HZ2054  NAD 83(1993)-  38 44 14.36597(N)    085 22 59.84636(W) AD(       ) 3
 HZ2054  NAD 83(1986)-  38 44 14.36735(N)    085 22 59.85256(W) AD(       ) 3
 HZ2054  NAD 27      -  38 44 14.15200(N)    085 23 00.00800(W) AD(       ) 3
 HZ2054
 HZ2054.Superseded values are not recommended for survey control.
 HZ2054
 HZ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2054.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2054
 HZ2054_MARKER: 90 = CHURCH SPIRE
 HZ2054
 HZ2054  HISTORY     - Date     Condition        Report By
 HZ2054  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2054
 HZ2054                          STATION DESCRIPTION
 HZ2054
 HZ2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2054'THIS IS AN INTERSECTION STATION.
 HZ2054'
 HZ2054'THE STATION IS THE CENTER OF THE TOPMOST POINT OF THE TALL OCTAGONAL
 HZ2054'SPIRE OF THE SAID CHURCH WHICH IS LOCATED ON THE WESTERN EDGE OF
 HZ2054'THE BUSINESS DISTRICT OF MADISON. IT IS ON THE WESTERN SIDE OF
 HZ2054'BROADWAY STREET AND ABOUT 50 YARDS NORTH OF THE CENTER OF WEST
 HZ2054'MAIN STREET. IT IS AN ESTIMATED 150 FEET HIGH. THE STONE OR CONCRETE
 HZ2054'NAMEPLATE OVER THE DOOR RECORDS THAT IT WAS ERECTED IN THE YEAR
 HZ2054'1873.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8505 ***********************************************************************
 AE8505  CBN         -  This is a Cooperative Base Network Control Station.
 AE8505  DESIGNATION -  MADP
 AE8505  PID         -  AE8505
 AE8505  STATE/COUNTY-  IN/JEFFERSON
 AE8505  COUNTRY     -  US
 AE8505  USGS QUAD   -  CLIFTY FALLS (2019)
 AE8505
 AE8505                         *CURRENT SURVEY CONTROL
 AE8505  ______________________________________________________________________
 AE8505* NAD 83(2011) POSITION- 38 45 36.74696(N) 085 27 47.14343(W)   ADJUSTED
 AE8505* NAD 83(2011) ELLIP HT-   212.668 (meters)        (06/27/12)   ADJUSTED
 AE8505* NAD 83(2011) EPOCH   -  2010.00
 AE8505* NAVD 88 ORTHO HEIGHT -   246.6   (meters)      809.    (feet) GPS OBS
 AE8505  ______________________________________________________________________
 AE8505  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8505  GEOID HEIGHT    -        -33.818 (meters)                     GEOID96
 AE8505  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 AE8505  NAD 83(2011) X  -    393,939.991 (meters)                     COMP
 AE8505  NAD 83(2011) Y  - -4,964,597.413 (meters)                     COMP
 AE8505  NAD 83(2011) Z  -  3,971,727.442 (meters)                     COMP
 AE8505  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AE8505
 AE8505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8505  Standards:
 AE8505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8505  -------------------------------------------------------------------
 AE8505  NETWORK    0.84   1.84           0.39   0.27   0.94     -0.08186496
 AE8505  -------------------------------------------------------------------
 AE8505  Click here for local accuracies and other accuracy information.
 AE8505
 AE8505.This mark is at Madison Airport (IMS)
 AE8505
 AE8505.The horizontal coordinates were established by GPS observations
 AE8505.and adjusted by the National Geodetic Survey in June 2012.
 AE8505
 AE8505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8505.been affixed to the stable North American tectonic plate. See 
 AE8505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8505
 AE8505.The horizontal coordinates are valid at the epoch date displayed above
 AE8505.which is a decimal equivalence of Year/Month/Day.
 AE8505
 AE8505.The orthometric height was determined by GPS observations and a
 AE8505.high-resolution geoid model.
 AE8505
 AE8505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8505.GEOID18 height accuracy estimate available here.
 AE8505
 AE8505.Click photographs - Photos may exist for this station.
 AE8505
 AE8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8505
 AE8505.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8505
 AE8505.The ellipsoidal height was determined by GPS observations
 AE8505.and is referenced to NAD 83.
 AE8505
 AE8505. The following values were computed from the NAD 83(2011) position.
 AE8505
 AE8505;                    North         East     Units Scale Factor Converg.
 AE8505;SPC IN E     -   389,896.725   117,693.433   MT  0.99997052   +0 07 38.8
 AE8505;SPC IN E     - 1,279,186.17    386,132.54   sFT  0.99997052   +0 07 38.8
 AE8505;UTM  16      - 4,291,288.509   633,534.794   MT  0.99981958   +0 57 44.4
 AE8505
 AE8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8505!SPC IN E     -   0.99996663  x   0.99997052  =   0.99993715
 AE8505!UTM  16      -   0.99996663  x   0.99981958  =   0.99978622
 AE8505
 AE8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3353491288(NAD 83)
 AE8505
 AE8505                          SUPERSEDED SURVEY CONTROL
 AE8505
 AE8505  NAD 83(2007)-  38 45 36.74703(N)    085 27 47.14425(W) AD(2002.00) 0
 AE8505  ELLIP H (02/10/07)  212.691  (m)                       GP(2002.00)    
 AE8505  NAD 83(1997)-  38 45 36.74728(N)    085 27 47.14430(W) AD(       ) B
 AE8505  ELLIP H (04/10/98)  212.731  (m)                       GP(       ) 4 1
 AE8505
 AE8505.Superseded values are not recommended for survey control.
 AE8505
 AE8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8505.See file dsdata.pdf to determine how the superseded data were derived.
 AE8505
 AE8505_MARKER: I = METAL ROD
 AE8505_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8505_STAMPING: MADP 1997
 AE8505_PROJECTION: FLUSH
 AE8505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8505+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2006
 AE8505_ROD/PIPE-DEPTH: 3.7 meters
 AE8505_SLEEVE-DEPTH  : .76 meters
 AE8505
 AE8505  HISTORY     - Date     Condition        Report By
 AE8505  HISTORY     - 1997     MONUMENTED       SEC
 AE8505  HISTORY     - 20061005 GOOD             AME
 AE8505  HISTORY     - 20061129 GOOD             NGS
 AE8505
 AE8505                          STATION DESCRIPTION
 AE8505
 AE8505'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8505'THE STATION IS LOCATED IN SECTION 25, T 4 N, R 9 E, AT THE MADISON
 AE8505'MUNICIPAL AIRPORT, TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE8505'ROADS 7 AND 62, GO WESTERLY ON STATE ROAD 62 FOR 2.1 MILES (3.4 KM) TO
 AE8505'CHICKEN RUN ROAD (200 NORTH).  TURN RIGHT, WEST AND GO 0.4 MILES (0.6
 AE8505'KM) TO THE INTERSECTION OF BERCHODING ROAD (375 WEST). GO SOUTH 0.5
 AE8505'MILES (0.8 KM) TO ENTRANCE OF AIRPORT.  GO WEST ON AIRPORT ACCESS ROAD
 AE8505'0.3 MILES (0.5 KM) TO A GATE BETWEEN MAINTENANCE HANGER AND TERMINAL.
 AE8505'STATION IS LOCATED APPROXIMATELY 350 FEET (106.7 M) WEST OF GATE, ON A
 AE8505'GRASS KNOLL BETWEEN TWO DITCHES BETWEEN TARMAC AND TAXIWAY.  THE MARK
 AE8505'IS A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 12 FEET (3.7 M) ENCASED
 AE8505'IN A GREASED 30 INCH SLEEVE AND PROTECTED BY A 6 INCH PVC PIPE WITH
 AE8505'ALUMINUM ACCESS COVER.  THE ROD IS 6 INCHES BELOW THE ACCESS COVER.
 AE8505'LOCATED 447.5 FEET (136.4 M) SOUTHWEST OF THE WINDSOCK, 338 FEET
 AE8505'(103.0 M) FROM THE WEST CORNER OF MAINTENANCE HANGAR BUILDING.  374
 AE8505'FEET (114.0 M) OFF OF THE WEST CORNER OF THE TERMINAL OFFICE BUILDING.
 AE8505
 AE8505                          STATION RECOVERY (2006)
 AE8505
 AE8505'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2006 (MB)
 AE8505'RECOVERED IN GOOD CONDITION.
 AE8505
 AE8505                          STATION RECOVERY (2006)
 AE8505
 AE8505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JLA)
 AE8505'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2557 ***********************************************************************
 LB2557  DESIGNATION -  MAGEE
 LB2557  PID         -  LB2557
 LB2557  STATE/COUNTY-  IN/TIPPECANOE
 LB2557  COUNTRY     -  US
 LB2557  USGS QUAD   -  MULBERRY (2019)
 LB2557
 LB2557                         *CURRENT SURVEY CONTROL
 LB2557  ______________________________________________________________________
 LB2557* NAD 83(1997) POSITION- 40 21 12.51094(N) 086 41 58.45569(W)   ADJUSTED
 LB2557* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 LB2557  ______________________________________________________________________
 LB2557  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 LB2557  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 LB2557  HORZ ORDER      -  SECOND
 LB2557
 LB2557.The horizontal coordinates were established by classical geodetic methods
 LB2557.and adjusted by the National Geodetic Survey in May 1999.
 LB2557
 LB2557.The orthometric height was scaled from a topographic map.
 LB2557
 LB2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2557.GEOID18 height accuracy estimate available here.
 LB2557
 LB2557.Click photographs - Photos may exist for this station.
 LB2557
 LB2557.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2557
 LB2557. The following values were computed from the NAD 83(1997) position.
 LB2557
 LB2557;                    North         East     Units Scale Factor Converg.
 LB2557;SPC IN W     -   566,836.219   932,600.296   MT  0.99997974   +0 14 54.6
 LB2557;SPC IN W     - 1,859,695.16  3,059,706.14   sFT  0.99997974   +0 14 54.6
 LB2557;UTM  16      - 4,467,034.025   525,511.827   MT  0.99960801   +0 11 40.3
 LB2557
 LB2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2557!SPC IN W     -   0.99996925  x   0.99997974  =   0.99994899
 LB2557!UTM  16      -   0.99996925  x   0.99960801  =   0.99957727
 LB2557
 LB2557:                Primary Azimuth Mark                     Grid Az
 LB2557:SPC IN W     -  MAGEE AZ MK                              307 34 10.5
 LB2557:UTM  16      -  MAGEE AZ MK                              307 37 24.8
 LB2557
 LB2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2551167034(NAD 83)
 LB2557
 LB2557|---------------------------------------------------------------------|
 LB2557| PID    Reference Object                     Distance      Geod. Az  |
 LB2557|                                                           dddmmss.s |
 LB2557| LB0724 N 31                                 43.662 METERS 18410     |
 LB2557| AI5668 MAGEE AZ MK                                        3074905.1 |
 LB2557| AI5669 MAGEE RM 1                           25.173 METERS 32026     |
 LB2557|---------------------------------------------------------------------|
 LB2557
 LB2557                          SUPERSEDED SURVEY CONTROL
 LB2557
 LB2557  NAD 83(1986)-  40 21 12.51760(N)    086 41 58.46790(W) AD(       ) 2
 LB2557  NAD 27      -  40 21 12.39570(N)    086 41 58.44330(W) AD(       ) 2
 LB2557
 LB2557.Superseded values are not recommended for survey control.
 LB2557
 LB2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2557.See file dsdata.pdf to determine how the superseded data were derived.
 LB2557
 LB2557_MARKER: DS = TRIANGULATION STATION DISK
 LB2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2557_STAMPING: MAGEE 1948
 LB2557_MARK LOGO: CGS
 LB2557_PROJECTION: RECESSED 30 CENTIMETERS
 LB2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2557+STABILITY: SURFACE MOTION
 LB2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2557+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LB2557
 LB2557  HISTORY     - Date     Condition        Report By
 LB2557  HISTORY     - 1948     MONUMENTED       CGS
 LB2557  HISTORY     - 19970101 GOOD             INDNR
 LB2557  HISTORY     - 20030520 GOOD             INDIV
 LB2557
 LB2557                          STATION DESCRIPTION
 LB2557
 LB2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2557'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF STOCKWELL, 6 MILES
 LB2557'SOUTHWEST OF ROSSVILLE AND 2 MILES NORTHWEST OF MULBERRY.  IT IS 167
 LB2557'FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 33 FEET EAST OF CENTER
 LB2557'OF A GRAVEL ROAD AND 15 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LB2557'IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LB2557'STAMPED MAGEE 1948.
 LB2557'
 LB2557'REFERENCE MARK NO. 1 IS 82.59 FEET NORTHWEST OF THE STATION.  IT IS
 LB2557'19 FEET WEST OF CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.
 LB2557'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MAGEE NO 1
 LB2557'1948.
 LB2557'
 LB2557'N 31 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 143.25 FEET
 LB2557'SOUTH OF THE STATION, 24 FEET NORTH OF THE NORTH RAIL OF RAILROAD, 7
 LB2557'FEET SOUTH OF A FENCE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 LB2557'THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 10
 LB2557'INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED N 31
 LB2557'1934.
 LB2557'
 LB2557'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHWEST OF THE STATION.  IT
 LB2557'IS 29 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 38, 2 FEET
 LB2557'SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A FENCE AND 1
 LB2557'FOOT WEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LB2557'THE DISK IS STAMPED MAGEE 1948.
 LB2557'
 LB2557'TO REACH STATION FROM THE POST OFFICE IN MULBERRY, GO NORTHWEST ON
 LB2557'HIGHWAY 38 FOR 1.9 MILES TO A GRAVEL T ROAD LEFT, TURN LEFT AND GO
 LB2557'SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 LB2557'DESCRIBED.
 LB2557'
 LB2557'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 LB2557'0.2 MILE TO THE JUNCTION OF HIGHWAY 38, TURN LEFT AND GO NORTHWEST
 LB2557'FOR 0.6 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LB2557'
 LB2557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2557
 LB2557                          STATION RECOVERY (1997)
 LB2557
 LB2557'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2557'RECOVERED AS GOOD.
 LB2557
 LB2557                          STATION RECOVERY (2003)
 LB2557
 LB2557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB2557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1771 ***********************************************************************
 JA1771  DESIGNATION -  MAGNET
 JA1771  PID         -  JA1771
 JA1771  STATE/COUNTY-  IN/PERRY
 JA1771  COUNTRY     -  US
 JA1771  USGS QUAD   -  ALTON (2019)
 JA1771
 JA1771                         *CURRENT SURVEY CONTROL
 JA1771  ______________________________________________________________________
 JA1771* NAD 83(1997) POSITION- 38 04 35.02315(N) 086 27 06.96001(W)   ADJUSTED
 JA1771* NAVD 88 ORTHO HEIGHT -   193.    (meters)      633.    (feet) SCALED
 JA1771  ______________________________________________________________________
 JA1771  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 JA1771  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JA1771  HORZ ORDER      -  SECOND
 JA1771
 JA1771.The horizontal coordinates were established by classical geodetic methods
 JA1771.and adjusted by the National Geodetic Survey in May 1999.
 JA1771
 JA1771.The orthometric height was scaled from a topographic map.
 JA1771
 JA1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1771.GEOID18 height accuracy estimate available here.
 JA1771
 JA1771.Click photographs - Photos may exist for this station.
 JA1771
 JA1771.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1771
 JA1771. The following values were computed from the NAD 83(1997) position.
 JA1771
 JA1771;                    North         East     Units Scale Factor Converg.
 JA1771;SPC IN W     -   314,161.663   955,398.260   MT  1.00000445   +0 23 21.8
 JA1771;SPC IN W     - 1,030,712.06  3,134,502.46   sFT  1.00000445   +0 23 21.8
 JA1771;SPC KY1Z     - 1,193,681.418 1,438,417.541   MT  0.99991101   -0 25 51.5
 JA1771;SPC KY1Z     - 3,916,269.79  4,719,208.22   sFT  0.99991101   -0 25 51.5
 JA1771;SPC KY S     -   693,673.795   438,410.246   MT  1.00002924   -0 25 32.5
 JA1771;SPC KY S     - 2,275,828.11  1,438,350.95   sFT  1.00002924   -0 25 32.5
 JA1771;UTM  16      - 4,214,433.081   548,069.005   MT  0.99962846   +0 20 16.8
 JA1771
 JA1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1771!SPC IN W     -   0.99997489  x   1.00000445  =   0.99997934
 JA1771!SPC KY1Z     -   0.99997489  x   0.99991101  =   0.99988591
 JA1771!SPC KY S     -   0.99997489  x   1.00002924  =   1.00000413
 JA1771!UTM  16      -   0.99997489  x   0.99962846  =   0.99960336
 JA1771
 JA1771:                Primary Azimuth Mark                     Grid Az
 JA1771:SPC IN W     -  MAGNET AZ MK                             274 45 55.2
 JA1771:SPC KY1Z     -  MAGNET AZ MK                             275 35 08.5
 JA1771:SPC KY S     -  MAGNET AZ MK                             275 34 49.5
 JA1771:UTM  16      -  MAGNET AZ MK                             274 49 00.2
 JA1771
 JA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4806914433(NAD 83)
 JA1771
 JA1771|---------------------------------------------------------------------|
 JA1771| PID    Reference Object                     Distance      Geod. Az  |
 JA1771|                                                           dddmmss.s |
 JA1771| CG8890 MAGNET RM 1                          15.295 METERS 09928     |
 JA1771| CG8889 MAGNET AZ MK                                       2750917.0 |
 JA1771| CG8891 MAGNET RM 2                          15.051 METERS 27927     |
 JA1771|---------------------------------------------------------------------|
 JA1771
 JA1771                          SUPERSEDED SURVEY CONTROL
 JA1771
 JA1771  NAD 83(1993)-  38 04 35.02508(N)    086 27 06.96138(W) AD(       ) 2
 JA1771  NAD 83(1986)-  38 04 35.02988(N)    086 27 06.96539(W) AD(       ) 2
 JA1771  NAD 27      -  38 04 34.80000(N)    086 27 07.05600(W) AD(       ) 2
 JA1771
 JA1771.Superseded values are not recommended for survey control.
 JA1771
 JA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1771.See file dsdata.pdf to determine how the superseded data were derived.
 JA1771
 JA1771_MARKER: DS = TRIANGULATION STATION DISK
 JA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1771_STAMPING: MAGNET 1947
 JA1771_MARK LOGO: CGS
 JA1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1771+STABILITY: SURFACE MOTION
 JA1771
 JA1771  HISTORY     - Date     Condition        Report By
 JA1771  HISTORY     - 1947     MONUMENTED       CGS
 JA1771
 JA1771                          STATION DESCRIPTION
 JA1771
 JA1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1771'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE SMALL VILLAGE
 JA1771'OF MAGNET, 1 MILE WEST OF THE OHIO RIVER, AND ON THE PROPERTY OF
 JA1771'MRS. ANNA J. MARTIN.  IT IS 0.2 MILE EAST-NORTHEAST OF THE MARTIN
 JA1771'FARM HOUSE, 3 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 JA1771'FENCE LINE THAT DIVIDES TWO CULTIVATED FIELDS.  THE MARK
 JA1771'PROJECTS 3 INCHES, AND THE DISK IS STAMPED MAGNET 1947.
 JA1771'
 JA1771'REFERENCE MARK NO. 1 IS 50.18 FEET EAST OF THE STATION AND 1 FOOT
 JA1771'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 JA1771'STAMPED MAGNET NO 1 1947.
 JA1771'
 JA1771'REFERENCE MARK NO. 2 IS 49.38 FEET WEST OF THE STATION AND IN THE
 JA1771'FENCE LINE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA1771'MAGNET NO 2 1947.
 JA1771'
 JA1771'THE AZIMUTH MARK IS 0.5 MILE WEST-SOUTHWEST OF THE STATION, 60 FEET
 JA1771'SOUTH OF A FENCE CORNER, 23 FEET WEST OF THE APPROXIMATE CENTERLINE
 JA1771'OF A GRAVELED ROAD, 3 FEET NORTH OF A WITNESS POST, 2 FEET WEST OF
 JA1771'A FENCE LINE, AND ON THE EASTERN EDGE OF A CULTIVATED FIELD.  THE
 JA1771'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED MAGNET 1947.
 JA1771'
 JA1771'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 66
 JA1771'IN THE VILLAGE OF SULPHUR, GO SOUTH ON STATE HIGHWAY 66 FOR 10.85
 JA1771'MILES TO A SIDE ROAD RIGHT AND A SCHOOL HOUSE ON THE LEFT.
 JA1771'CONTINUE STRAIGHT AHEAD FOR 1.25 MILES TO WHERE STATE HIGHWAY 66
 JA1771'TURNS SHARP RIGHT.  AT THIS POINT LEAVE STATE HIGHWAY 66 AND
 JA1771'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A Y-INTERSECTION, TURN
 JA1771'RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR 1.65 MILES TO A SIDE ROAD
 JA1771'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO EAST FOR
 JA1771'0.15 MILE TO A FARM DRIVEWAY STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 JA1771'FOR 0.15 MILE TO THE MARTIN FARM HOUSE, THENCE LEFT AND PASS TO
 JA1771'THE NORTH OF A CHICKEN HOUSE AND GO EAST FOR 0.2 MILE ALONG THE
 JA1771'SOUTH SIDE OF A FENCE LINE TO THE STATION.
 JA1771'
 JA1771'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1174 ***********************************************************************
 ME1174  DESIGNATION -  MAIN
 ME1174  PID         -  ME1174
 ME1174  STATE/COUNTY-  IN/LAKE
 ME1174  COUNTRY     -  US
 ME1174  USGS QUAD   -  LEROY (2019)
 ME1174
 ME1174                         *CURRENT SURVEY CONTROL
 ME1174  ______________________________________________________________________
 ME1174* NAD 83(1997) POSITION- 41 21 43.60920(N) 087 21 23.86014(W)   ADJUSTED
 ME1174* NAVD 88 ORTHO HEIGHT -   231.96  (meters)      761.0   (feet) RESET
 ME1174  ______________________________________________________________________
 ME1174  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME1174  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 ME1174  HORZ ORDER      -  SECOND
 ME1174  VERT ORDER      -  THIRD
 ME1174
 ME1174.The horizontal coordinates were established by classical geodetic methods
 ME1174.and adjusted by the National Geodetic Survey in May 1999.
 ME1174
 ME1174.The orthometric height was computed from unverified reset data.
 ME1174
 ME1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1174.GEOID18 height accuracy estimate available here.
 ME1174
 ME1174.Click photographs - Photos may exist for this station.
 ME1174
 ME1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1174
 ME1174. The following values were computed from the NAD 83(1997) position.
 ME1174
 ME1174;                    North         East     Units Scale Factor Converg.
 ME1174;SPC IN W     -   678,808.300   877,133.373   MT  0.99997310   -0 10 50.2
 ME1174;SPC IN W     - 2,227,056.90  2,877,728.41   sFT  0.99997310   -0 10 50.2
 ME1174;UTM  16      - 4,579,017.726   470,171.780   MT  0.99961095   -0 14 08.4
 ME1174
 ME1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1174!SPC IN W     -   0.99996889  x   0.99997310  =   0.99994199
 ME1174!UTM  16      -   0.99996889  x   0.99961095  =   0.99957985
 ME1174
 ME1174:                Primary Azimuth Mark                     Grid Az
 ME1174:SPC IN W     -  MAIN AZ MK                               012 26 37.8
 ME1174:UTM  16      -  MAIN AZ MK                               012 29 56.0
 ME1174
 ME1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7017179017(NAD 83)
 ME1174
 ME1174|---------------------------------------------------------------------|
 ME1174| PID    Reference Object                     Distance      Geod. Az  |
 ME1174|                                                           dddmmss.s |
 ME1174| ME2561 CROWN POINT RADIO KSA 228 MAST      APPROX. 6.1 KM 0024114.3 |
 ME1174| CM3080 MAIN RM 1                            28.217 METERS 00504     |
 ME1174| CM3079 MAIN AZ MK                                         0121547.6 |
 ME1174| ME1173 MAIN RM 2                            29.260 METERS 09149     |
 ME1174| CM2797 S 136 RESET                          13.667 METERS 18000     |
 ME1174| ME2560 CROWN POINT COURTHOUSE DOME         APPROX. 6.2 KM 3533319.1 |
 ME1174| ME2563 LAKE CO TB SANITARIUM STACK         APPROX.10.0 KM 3544648.3 |
 ME1174| ME2566 CROWN POINT MUNICIPAL TANK          APPROX. 5.9 KM 3551441.3 |
 ME1174| ME2565 CROWN POINT ST MARYS CATH CH        APPROX. 6.0 KM 3561832.2 |
 ME1174|---------------------------------------------------------------------|
 ME1174
 ME1174                          SUPERSEDED SURVEY CONTROL
 ME1174
 ME1174  NAD 83(1986)-  41 21 43.61504(N)    087 21 23.86653(W) AD(       ) 2
 ME1174  NAD 27      -  41 21 43.47810(N)    087 21 23.74370(W) AD(       ) 2
 ME1174
 ME1174.Superseded values are not recommended for survey control.
 ME1174
 ME1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1174.See file dsdata.pdf to determine how the superseded data were derived.
 ME1174
 ME1174_MARKER: DS = TRIANGULATION STATION DISK
 ME1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1174_STAMPING: MAIN 1952
 ME1174_MARK LOGO: CGS
 ME1174_PROJECTION: FLUSH
 ME1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1174+STABILITY: SURFACE MOTION
 ME1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1174+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 ME1174
 ME1174  HISTORY     - Date     Condition        Report By
 ME1174  HISTORY     - 1952     MONUMENTED       CGS
 ME1174  HISTORY     - 1969     GOOD             CGS
 ME1174  HISTORY     - 1969     GOOD             CGS
 ME1174  HISTORY     - 20050510 GOOD             INDIV
 ME1174  HISTORY     - 20070804 GOOD             GEOCAC
 ME1174
 ME1174                          STATION DESCRIPTION
 ME1174
 ME1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME1174'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF CROWN POINT ON THE
 ME1174'GROUNDS OF THE RILEY GRADE SCHOOL.  IT IS 25 FEET NORTH OF THE CENTER
 ME1174'OF A PAVED ROAD AND 17 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 ME1174'MARK IS FLUSH AND THE DISK IS STAMPED MAIN 1952.
 ME1174'
 ME1174'REFERENCE MARK NO. 1 IS 118 FEET NORTH OF THE CENTER OF THE PAVED
 ME1174'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MAIN NO 1 1952.
 ME1174'
 ME1174'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF THE PAVED ROAD.
 ME1174'THE MARK IS FLUSH AND THE DISK IS STAMPED MAIN NO 2 1952.
 ME1174'
 ME1174'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 55, 3 FEET
 ME1174'NORTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A TELEPHONE POLE.
 ME1174'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MAIN 1952.
 ME1174'
 ME1174'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 ME1174'SQUARE IN CROWN POINT, GO EAST ON STATE HIGHWAYS NOS. 55 AND 8 FOR 0.5
 ME1174'MILE TO WHERE STATE HIGHWAY 55 TURNS RIGHT, TURN RIGHT ON STATE
 ME1174'HIGHWAY 55 AND GO SOUTH FOR 3.2 MILES TO THE AZIMUTH MARK ON THE
 ME1174'RIGHT, CONTINUE FOR 0.4 MILE TO A PAVED SIDE ROAD RIGHT AND THE SCHOOL
 ME1174'BUILDING ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE STATION ON
 ME1174'THE RIGHT AS DESCRIBED.
 ME1174'
 ME1174'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME1174
 ME1174                          STATION RECOVERY (1969)
 ME1174
 ME1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME1174'ALL THE MARKS WERE FOUND IN GOOD CONDITION BUT THE SCHOOL HAS BEEN
 ME1174'TORN DOWN AND REFERENCE MARK 1 WAS FOUND IN A CULTIVATED FIELD AND WAS
 ME1174'DESTROYED AT THE REQUEST OF FARMER.  THE DISTANCE AND DIRECTION TO THE
 ME1174'REFERENCE MARKS CHECKED.  BENCH MARK S 136 RESET 1969 WAS TIED TO THE
 ME1174'STATION AND USED AS A REFERENCE MARK.  IT WAS TOO HAZY AT THIS TIME TO
 ME1174'SEE ANY OTHER OBJECTS.  A NEW DESCRIPTION FOLLOWS.
 ME1174'
 ME1174'ABOUT 4 MILES SOUTH OF CROWN POINT, 483 FEET WEST OF THE CENTERLINE OF
 ME1174'STATE HIGHWAY 55, 26 FEET NORTH OF THE CENTERLINE OF 141ST AVE., 111
 ME1174'FEET NORTHWEST OF A FENCE CORNER, 45 FEET NORTH OF A FENCE, AT THE
 ME1174'SOUTH EDGE OF A CULTIVATED FIELD AND ON THE PROPERTY OF MR. HARRY
 ME1174'CLAUSEN JR.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 ME1174'STAMPED MAIN 1952.
 ME1174'
 ME1174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231, STATE
 ME1174'HIGHWAYS 8 AND 55 AT THE SOUTHEAST EDGE OF CROWN POINT, GO SOUTH ON
 ME1174'HIGHWAY 55 FOR 3.2 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE SOUTH
 ME1174'ON THE HIGHWAY FOR 0.4 MILE TO A PAVED ROAD RIGHT (141ST AVE.) AND THE
 ME1174'STATION AS DESCRIBED.
 ME1174'
 ME1174'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTERLINE OF 141ST AVE., 43
 ME1174'FEET NORTH OF THE FENCE CORNER AND 387 FEET WEST OF THE CENTERLINE OF
 ME1174'HIGHWAY 55.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MAIN NO 2
 ME1174'1952.
 ME1174'
 ME1174'S 136 RESET 1969 IS A STANDARD BENCH MARK DISK STAMPED S 136 RESET
 ME1174'1969 SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES,
 ME1174'19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 ME1174'102 WEST OF THE FENCE CORNER AND 483 FEET WEST OF THE CENTERLINE OF
 ME1174'HIGHWAY 55.
 ME1174'
 ME1174'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 ME1174'FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 ME1174'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MAIN 1952.
 ME1174'
 ME1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES SOUTH
 ME1174'OF CROWN POINT.
 ME1174'
 ME1174'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME1174
 ME1174                          STATION RECOVERY (1969)
 ME1174
 ME1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME1174'4 MI S FROM CROWN POINT.
 ME1174'ABOUT 3.6 MILES ALONG STATE HIGHWAY 55 FROM ITS JUNCTION WITH
 ME1174'U.S. HIGHWAY 231 AND STATE HIGHWAY 8 AT THE SOUTHEAST EDGE OF
 ME1174'CROWN POINT TO A SIDE ROAD RIGHT (141 ST AVE.), 483 FEET WEST
 ME1174'OF THE CENTERLINE OF HIGHWAY 55, 26 FEET NORTH OF THE CENTERLINE
 ME1174'OF 141 ST AVE., 45 FEET NORTH OF A FENCE, 111 FEET NORTHWEST OF
 ME1174'A FENCE CORNER, AT THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 ME1174'PROPERTY OF MR. HARRY CLAUSEN JR., SET IN THE TOP OF A SQUARE
 ME1174'CONCRETE POST 2 INCHES UNDERGROUND.
 ME1174
 ME1174                          STATION RECOVERY (2005)
 ME1174
 ME1174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1174'RECOVERED IN GOOD CONDITION.
 ME1174
 ME1174                          STATION RECOVERY (2007)
 ME1174
 ME1174'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2486 ***********************************************************************
 LB2486  DESIGNATION -  MAIN
 LB2486  PID         -  LB2486
 LB2486  STATE/COUNTY-  IN/HOWARD
 LB2486  COUNTRY     -  US
 LB2486  USGS QUAD   -  KOKOMO WEST (2019)
 LB2486
 LB2486                         *CURRENT SURVEY CONTROL
 LB2486  ______________________________________________________________________
 LB2486* NAD 83(1997) POSITION- 40 28 35.64024(N) 086 07 52.60730(W)   ADJUSTED
 LB2486* NAVD 88 ORTHO HEIGHT -   248.01  (+/-2cm)      813.7   (feet) VERTCON3
 LB2486  ______________________________________________________________________
 LB2486  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 LB2486  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 LB2486  HORZ ORDER      -  SECOND
 LB2486  VERT ORDER      -  THIRD ? (See Below)
 LB2486
 LB2486.The horizontal coordinates were established by classical geodetic methods
 LB2486.and adjusted by the National Geodetic Survey in May 1999.
 LB2486
 LB2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2486
 LB2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2486.GEOID18 height accuracy estimate available here.
 LB2486
 LB2486.The vertical order pertains to the NGVD 29 superseded value.
 LB2486
 LB2486.Click photographs - Photos may exist for this station.
 LB2486
 LB2486.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2486
 LB2486. The following values were computed from the NAD 83(1997) position.
 LB2486
 LB2486;                    North         East     Units Scale Factor Converg.
 LB2486;SPC IN E     -   580,537.160    60,603.327   MT  0.99998576   -0 18 05.8
 LB2486;SPC IN E     - 1,904,645.67    198,829.42   sFT  0.99998576   -0 18 05.8
 LB2486;UTM  16      - 4,481,016.035   573,636.069   MT  0.99966674   +0 33 50.2
 LB2486
 LB2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2486!SPC IN E     -   0.99996650  x   0.99998576  =   0.99995226
 LB2486!UTM  16      -   0.99996650  x   0.99966674  =   0.99963325
 LB2486
 LB2486:                Primary Azimuth Mark                     Grid Az
 LB2486:SPC IN E     -  JENNINGS                                 152 54 24.0
 LB2486:UTM  16      -  JENNINGS                                 152 02 28.0
 LB2486
 LB2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7363681016(NAD 83)
 LB2486
 LB2486|---------------------------------------------------------------------|
 LB2486| PID    Reference Object                     Distance      Geod. Az  |
 LB2486|                                                           dddmmss.s |
 LB2486| LB2450 JENNINGS                            APPROX. 2.3 KM 1523618.2 |
 LB2486| LB2491 BUCKEYE                             430.916 METERS 3472142.4 |
 LB2486|---------------------------------------------------------------------|
 LB2486
 LB2486                          SUPERSEDED SURVEY CONTROL
 LB2486
 LB2486  NAD 83(1986)-  40 28 35.64105(N)    086 07 52.61966(W) AD(       ) 2
 LB2486  NAD 27      -  40 28 35.50770(N)    086 07 52.64430(W) AD(       ) 2
 LB2486  USSD        -  40 28 35.52800(N)    086 07 52.51500(W) AD(       ) 3
 LB2486  NGVD 29             248.13   (m)          814.1    (f) LEVELING    3  
 LB2486
 LB2486.Superseded values are not recommended for survey control.
 LB2486
 LB2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2486.See file dsdata.pdf to determine how the superseded data were derived.
 LB2486
 LB2486_MARKER: DS = TRIANGULATION STATION DISK
 LB2486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2486_SP_SET: DRIVEWAY
 LB2486_STAMPING: MAIN 1920
 LB2486_MARK LOGO: CGS
 LB2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2486
 LB2486  HISTORY     - Date     Condition        Report By
 LB2486  HISTORY     - 1920     MONUMENTED       CGS
 LB2486  HISTORY     - 1954     MARK NOT FOUND   CGS
 LB2486
 LB2486                          STATION DESCRIPTION
 LB2486
 LB2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2486'STATION IS ON SOUTH-EASTERN EDGE OF KOKOMO, NW OF INTERSECTION OF
 LB2486'MAIN AND MARYLAND STREETS, ON W SIDE OF THE TRACK, 3 FEET E OF A FISH
 LB2486'MARKET, 40 YARDS NW OF SOUTH KOKOMO BANK, 12.150 METERS (39.86
 LB2486'FEET) W OF W AND NEAREST RAIL, 9.655 METERS (31.68 FEET) N OF NEAREST
 LB2486'TRACTION RAIL.  THE STATION MARK IS A BRONZE TABLET SET IN THE
 LB2486'CONCRETE DRIVEWAY ALONGSIDE THE FISH MARKET.  THERE IS NO
 LB2486'REFERENCE MARK.
 LB2486
 LB2486                          STATION RECOVERY (1954)
 LB2486
 LB2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2486'THIS STATION WAS NOT RECOVERED SINCE THE CONCRETE DRIVEWAY, IN WHICH
 LB2486'THE STATION MARK IS SET, HAS BEEN COVERED WITH SEVERAL INCHES OF
 LB2486'ASPHALT.  THE STATION SITE WAS POSITIVELY IDENTIFIED, AND IT IS
 LB2486'BELIEVED THE STATION MARK IS STILL INTACT.  CHANGES IN THE 1920
 LB2486'DESCRIPTION ARE--THE FISH MARKET IS NOW THE MARKLAND GRILL.  THE
 LB2486'TRACTION RAIL MENTIONED HAS BEEN REMOVED.  THE SOUTH KOKOMO BANK
 LB2486'BUILDING IS NOW A STORE.  THE MARYLAND STREET MENTIONED IS A
 LB2486'TYPOGRAPHICAL ERROR AND SHOULD BE CHANGED TO MARKLAND STREET.
 LB2486'
 LB2486'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1173 ***********************************************************************
 ME1173  DESIGNATION -  MAIN RM 2
 ME1173  PID         -  ME1173
 ME1173  STATE/COUNTY-  IN/LAKE
 ME1173  COUNTRY     -  US
 ME1173  USGS QUAD   -  LEROY (2019)
 ME1173
 ME1173                         *CURRENT SURVEY CONTROL
 ME1173  ______________________________________________________________________
 ME1173* NAD 83(1986) POSITION- 41 21 43.58   (N) 087 21 22.60   (W)   HD_HELD1
 ME1173* NAVD 88 ORTHO HEIGHT -   231.72  (meters)      760.2   (feet) RESET
 ME1173  ______________________________________________________________________
 ME1173  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME1173  VERT ORDER      -  THIRD
 ME1173
 ME1173.The horizontal coordinates were determined by differentially corrected
 ME1173.hand held GPS observations or other comparable positioning techniques
 ME1173.and have an estimated accuracy of +/- 3 meters.
 ME1173
 ME1173.The orthometric height was computed from unverified reset data.
 ME1173
 ME1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1173.GEOID18 height accuracy estimate available here.
 ME1173
 ME1173.Click photographs - Photos may exist for this station.
 ME1173
 ME1173;                    North         East    Units  Estimated Accuracy
 ME1173;SPC IN W     -   678,807.3     877,162.7     MT  (+/- 3 meters HH1 GPS) 
 ME1173
 ME1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7020179016(NAD 83)
 ME1173
 ME1173                          SUPERSEDED SURVEY CONTROL
 ME1173
 ME1173.No superseded survey control is available for this station.
 ME1173
 ME1173_MARKER: DR = REFERENCE MARK DISK
 ME1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1173_STAMPING: MAIN NO 2 1952
 ME1173_MARK LOGO: CGS
 ME1173_PROJECTION: FLUSH
 ME1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1173+STABILITY: SURFACE MOTION
 ME1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1173+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2021
 ME1173
 ME1173  HISTORY     - Date     Condition        Report By
 ME1173  HISTORY     - 1952     MONUMENTED       CGS
 ME1173  HISTORY     - 1969     GOOD             CGS
 ME1173  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1173  HISTORY     - 20070804 MARK NOT FOUND   GEOCAC
 ME1173  HISTORY     - 20210414 GOOD             IN-089
 ME1173
 ME1173                          STATION DESCRIPTION
 ME1173
 ME1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1173'4 MI S FROM CROWN POINT.
 ME1173'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1173'WITH U.S. HIGHWAY 231 AND STATE HIGHWAY 8 AT THE SOUTHEAST EDGE
 ME1173'OF CROWN POINT TO A SIDE ROAD RIGHT (141 ST AVE.), 20 FEET NORTH
 ME1173'OF THE CENTERLINE OF 141 ST. AVE., 43 FEET NORTH OF A FENCE
 ME1173'CORNER, AND 387 FEET WEST OF THE CENTERLINE OF HIGHWAY 55.  THE
 ME1173'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 ME1173'WITH THE GROUND.
 ME1173
 ME1173                          STATION RECOVERY (1990)
 ME1173
 ME1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1173'MARK NOT FOUND.
 ME1173
 ME1173                          STATION RECOVERY (2007)
 ME1173
 ME1173'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1173'MARK NOT FOUND.
 ME1173
 ME1173                          STATION RECOVERY (2021)
 ME1173
 ME1173'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1173'IN ROADSIDE DITCH, COVERED BY WATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2045 ***********************************************************************
 LA2045  DESIGNATION -  MAJENCIA
 LA2045  PID         -  LA2045
 LA2045  STATE/COUNTY-  IN/HUNTINGTON
 LA2045  COUNTRY     -  US
 LA2045  USGS QUAD   -  MAJENICA (2019)
 LA2045
 LA2045                         *CURRENT SURVEY CONTROL
 LA2045  ______________________________________________________________________
 LA2045* NAD 83(1997) POSITION- 40 48 05.40823(N) 085 27 40.35842(W)   ADJUSTED
 LA2045* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 LA2045  ______________________________________________________________________
 LA2045  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 LA2045  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 LA2045  HORZ ORDER      -  SECOND
 LA2045
 LA2045.The horizontal coordinates were established by classical geodetic methods
 LA2045.and adjusted by the National Geodetic Survey in May 1999.
 LA2045
 LA2045.The orthometric height was scaled from a topographic map.
 LA2045
 LA2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2045.GEOID18 height accuracy estimate available here.
 LA2045
 LA2045.Click photographs - Photos may exist for this station.
 LA2045
 LA2045.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2045
 LA2045. The following values were computed from the NAD 83(1997) position.
 LA2045
 LA2045;                    North         East     Units Scale Factor Converg.
 LA2045;SPC IN E     -   616,535.677   117,337.261   MT  0.99997036   +0 08 03.3
 LA2045;SPC IN E     - 2,022,750.80    384,964.00   sFT  0.99997036   +0 08 03.3
 LA2045;UTM  16      - 4,517,861.456   629,804.322   MT  0.99980739   +1 00 20.3
 LA2045
 LA2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2045!SPC IN E     -   0.99996615  x   0.99997036  =   0.99993651
 LA2045!UTM  16      -   0.99996615  x   0.99980739  =   0.99977354
 LA2045
 LA2045:                Primary Azimuth Mark                     Grid Az
 LA2045:SPC IN E     -  MAJENCIA AZ MK                           167 22 42.7
 LA2045:UTM  16      -  MAJENCIA AZ MK                           166 30 25.7
 LA2045
 LA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2980417861(NAD 83)
 LA2045
 LA2045|---------------------------------------------------------------------|
 LA2045| PID    Reference Object                     Distance      Geod. Az  |
 LA2045|                                                           dddmmss.s |
 LA2045| CC8855 MAJENCIA RM 1                        25.758 METERS 07752     |
 LA2045| CC8856 MAJENCIA RM 2                        30.242 METERS 16123     |
 LA2045| CC8854 MAJENCIA AZ MK                                     1673046.0 |
 LA2045| LA2052 HUNTINGTON ST PETER CH SPIRE        APPROX. 9.7 KM 3405048.5 |
 LA2045| LA2047 HUNTINGTON PUB SER CO STACK         APPROX. 9.2 KM 3411324.7 |
 LA2045| LA2053 HUNTINGTON ST MARYS CATH DOME       APPROX. 9.9 KM 3413332.5 |
 LA2045|---------------------------------------------------------------------|
 LA2045
 LA2045                          SUPERSEDED SURVEY CONTROL
 LA2045
 LA2045  NAD 83(1995)-  40 48 05.40878(N)    085 27 40.36934(W) AD(       ) 2
 LA2045  NAD 83(1986)-  40 48 05.41009(N)    085 27 40.37266(W) AD(       ) 2
 LA2045  NAD 27      -  40 48 05.24540(N)    085 27 40.46690(W) AD(       ) 2
 LA2045
 LA2045.Superseded values are not recommended for survey control.
 LA2045
 LA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2045.See file dsdata.pdf to determine how the superseded data were derived.
 LA2045
 LA2045_MARKER: DS = TRIANGULATION STATION DISK
 LA2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2045_STAMPING: MAJENCIA 1948
 LA2045_MARK LOGO: CGS
 LA2045_PROJECTION: RECESSED 30 CENTIMETERS
 LA2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2045+STABILITY: SURFACE MOTION
 LA2045
 LA2045  HISTORY     - Date     Condition        Report By
 LA2045  HISTORY     - 1948     MONUMENTED       CGS
 LA2045
 LA2045                          STATION DESCRIPTION
 LA2045
 LA2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2045'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WARREN AND ABOUT 6 MILES
 LA2045'SOUTHEAST OF HUNTINGTON.
 LA2045'
 LA2045'IT IS 51 FEET WEST OF CENTER OF STATE HIGHWAY 5 AND 14 FEET WEST OF A
 LA2045'WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF
 LA2045'THE GROUND AND THE DISK IS STAMPED MAJENCIA 1948.
 LA2045'
 LA2045'REFERENCE MARK NO. 1 IS 84.50 FEET EAST OF STATION.  IT IS 35 FEET
 LA2045'EAST OF CENTER OF HIGHWAY 5 AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2045'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MAJENCIA NO 1 1948.
 LA2045'
 LA2045'REFERENCE MARK NO. 2 IS 99.22 FEET SOUTH OF STATION.  IT IS 37 FEET
 LA2045'WEST OF CENTER OF HIGHWAY 5 AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2045'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MAJENCIA NO 2 1948.
 LA2045'
 LA2045'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION.  IT IS 34 FEET EAST OF
 LA2045'CENTER OF HIGHWAY 5, 5 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LA2045'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2045'STAMPED MAJENCIA 1948.
 LA2045'
 LA2045'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 224, STATE HIGHWAY
 LA2045'5 AND U.S.  HIGHWAY 24 IN HUNTINGTON, GO SOUTHEAST ON HIGHWAYS 224 AND
 LA2045'5 FOR 1.7 MILES TO WHERE HIGHWAY 5 TURNS SOUTH, TURN RIGHT ON HIGHWAY
 LA2045'5 AND GO SOUTH FOR 4.5 MILES TO THE STATION MARK ON RIGHT AS
 LA2045'DESCRIBED.  CONTINUE SOUTH ON HIGHWAY FOR 0.3 MILE TO AZIMUTH MARK ON
 LA2045'LEFT AS DESCRIBED.
 LA2045'
 LA2045'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2000 ***********************************************************************
 KA2000  DESIGNATION -  MAJOR
 KA2000  PID         -  KA2000
 KA2000  STATE/COUNTY-  IN/PUTNAM
 KA2000  COUNTRY     -  US
 KA2000  USGS QUAD   -  NORTH SALEM (2019)
 KA2000
 KA2000                         *CURRENT SURVEY CONTROL
 KA2000  ______________________________________________________________________
 KA2000* NAD 83(1997) POSITION- 39 47 27.78797(N) 086 44 45.44122(W)   ADJUSTED
 KA2000* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 KA2000  ______________________________________________________________________
 KA2000  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 KA2000  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 KA2000  HORZ ORDER      -  FIRST
 KA2000
 KA2000.The horizontal coordinates were established by classical geodetic methods
 KA2000.and adjusted by the National Geodetic Survey in May 1999.
 KA2000
 KA2000.The orthometric height was scaled from a topographic map.
 KA2000
 KA2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2000.GEOID18 height accuracy estimate available here.
 KA2000
 KA2000.Click photographs - Photos may exist for this station.
 KA2000
 KA2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2000
 KA2000. The following values were computed from the NAD 83(1997) position.
 KA2000
 KA2000;                    North         East     Units Scale Factor Converg.
 KA2000;SPC IN W     -   504,372.837   928,896.648   MT  0.99997694   +0 12 57.3
 KA2000;SPC IN W     - 1,654,763.22  3,047,555.09   sFT  0.99997694   +0 12 57.3
 KA2000;UTM  16      - 4,404,597.338   521,751.093   MT  0.99960582   +0 09 45.3
 KA2000
 KA2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2000!SPC IN W     -   0.99996113  x   0.99997694  =   0.99993807
 KA2000!UTM  16      -   0.99996113  x   0.99960582  =   0.99956696
 KA2000
 KA2000:                Primary Azimuth Mark                     Grid Az
 KA2000:SPC IN W     -  MAJOR AZ MK                              270 09 13.5
 KA2000:UTM  16      -  MAJOR AZ MK                              270 12 25.5
 KA2000
 KA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2175104597(NAD 83)
 KA2000
 KA2000|---------------------------------------------------------------------|
 KA2000| PID    Reference Object                     Distance      Geod. Az  |
 KA2000|                                                           dddmmss.s |
 KA2000| KA2001 NORTH SALEM MUNICIPAL TANK          APPROX.11.7 KM 0492807.2 |
 KA2000| CC8858 MAJOR RM 1                           28.194 METERS 05224     |
 KA2000| CC8859 MAJOR RM 2                           27.417 METERS 11238     |
 KA2000| CC8857 MAJOR AZ MK                                        2702210.8 |
 KA2000| KA2022 ROACHDALE MUNICIPAL TANK            APPROX. 8.4 KM 3242625.2 |
 KA2000|---------------------------------------------------------------------|
 KA2000
 KA2000                          SUPERSEDED SURVEY CONTROL
 KA2000
 KA2000  NAD 83(1986)-  39 47 27.78599(N)    086 44 45.44309(W) AD(       ) 1
 KA2000  NAD 27      -  39 47 27.61900(N)    086 44 45.41900(W) AD(       ) 1
 KA2000
 KA2000.Superseded values are not recommended for survey control.
 KA2000
 KA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2000.See file dsdata.pdf to determine how the superseded data were derived.
 KA2000
 KA2000_MARKER: DS = TRIANGULATION STATION DISK
 KA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2000_STAMPING: MAJOR 1939
 KA2000_MARK LOGO: CGS
 KA2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2000+STABILITY: SURFACE MOTION
 KA2000
 KA2000  HISTORY     - Date     Condition        Report By
 KA2000  HISTORY     - 1939     MONUMENTED       CGS
 KA2000  HISTORY     - 1980     GOOD             LOCENG
 KA2000
 KA2000                          STATION DESCRIPTION
 KA2000
 KA2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2000'THE STATION IS LOCATED ABOUT 0.9 MILE W OF NEW MAYSVILLE ON PROPERTY
 KA2000'OWNED BY MR. RALPH MAJOR, AND ABOUT 150 PACES W OF HIS HOUSE. THE
 KA2000'MARK IS SET IN THE W END OF A SMALL BARNYARD, 122 FEET W OF THE SW
 KA2000'CORNER OF THE BARN, 50 FEET N OF THE CENTER LINE OF THE ROAD, 35
 KA2000'FEET N OF THE EW FENCE, 21 FEET E OF THE NS FENCE. THE MARK PROJECTS
 KA2000'6 INCHES AND IS STAMPED MAJOR 1939.
 KA2000'
 KA2000'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA2000'BRONZE DISKS SET IN CONCRETE.
 KA2000'
 KA2000'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF WIRE FENCE, 15
 KA2000'FEET W OF A WATER TROUGH. THE MARK PROJECTS 7 INCHES AND IS
 KA2000'STAMPED MAJOR NO. 1 1939. REFERENCE MARK NO. 2 IS SE OF THE STATION,
 KA2000'74 FEET WSW OF THE SW CORNER OF THE BARN, 16 FEET N OF THE
 KA2000'CENTER LINE OF ROAD, 1 FOOT N OF FENCE. THE MARK PROJECTS 5 INCHES
 KA2000'AND IS STAMPED MAJOR NO. 2 1939.
 KA2000'
 KA2000'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE W OF THE STATION, 45 FEET
 KA2000'N OF CENTER LINE OF ROAD, 18 FEET W OF CENTER LINE OF DRIVEWAY,
 KA2000'2 FEET E OF A PICKET FENCE, 15 FEET N OF A 20-INCH MAPLE TREE. TO
 KA2000'REACH AZIMUTH FROM STATION, GO W ON GRAVEL ROAD, 0.6 MILE TO
 KA2000'DRIVEWAY TO FARM BUILDINGS ON RIGHT AND MARK AS ABOVE.
 KA2000'
 KA2000'TO REACH THE STATION FROM INTERSECTION OF CROSS ROAD AND U.S. HIGHWAY
 KA2000'36 IN GROVELAND, GO N ON MACADAM ROAD 1.1 MILES TO T-INTERSECTION,
 KA2000'TURN LEFT AND GO 0.5 MILE W TO T-ROAD RIGHT, TURN RIGHT AND GO 1.0
 KA2000'MILE TO T-INTERSECTION IN NEW MAYSVILLE, TURN LEFT AND GO 0.8
 KA2000'MILE TO FARMHOUSE ON RIGHT, 0.1 MILE W OF T-ROAD RIGHT.
 KA2000'
 KA2000'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KA2000
 KA2000                          STATION RECOVERY (1980)
 KA2000
 KA2000'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA2000'MAJOR 1939 RECOVERED IN GOOD CONDITION.
 KA2000'
 KA2000'RM NO. 1 MAJOR NO. 1 1939 RECOVERED IN GOOD CONDITION.
 KA2000'
 KA2000'RM NO. 2 MAJOR NO. 2 1939 RECOVERED IN GOOD CONDITION.
 KA2000'
 KA2000'RM NO. 2 IN FENCELINE.
 KA2000'
 KA2000'NEW HOUSE ON PROPERTY.
 KA2000'
 KA2000'DISTANCE AND DIRECTION FROM NEAREST TOWN--.9 MI W OF NEWMAYSVILLE,
 KA2000'IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2516 ***********************************************************************
 ME2516  DESIGNATION -  MALDEN
 ME2516  PID         -  ME2516
 ME2516  STATE/COUNTY-  IN/PORTER
 ME2516  COUNTRY     -  US
 ME2516  USGS QUAD   -  VALPARAISO (2019)
 ME2516
 ME2516                         *CURRENT SURVEY CONTROL
 ME2516  ______________________________________________________________________
 ME2516* NAD 83(1997) POSITION- 41 23 31.28844(N) 087 01 36.77692(W)   ADJUSTED
 ME2516* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 ME2516  ______________________________________________________________________
 ME2516  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 ME2516  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 ME2516  HORZ ORDER      -  SECOND
 ME2516
 ME2516.The horizontal coordinates were established by classical geodetic methods
 ME2516.and adjusted by the National Geodetic Survey in May 1999.
 ME2516
 ME2516.The orthometric height was scaled from a topographic map.
 ME2516
 ME2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2516.GEOID18 height accuracy estimate available here.
 ME2516
 ME2516.Click photographs - Photos may exist for this station.
 ME2516
 ME2516.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2516
 ME2516. The following values were computed from the NAD 83(1997) position.
 ME2516
 ME2516;                    North         East     Units Scale Factor Converg.
 ME2516;SPC IN W     -   682,095.629   904,721.094   MT  0.99996694   +0 02 14.4
 ME2516;SPC IN W     - 2,237,842.08  2,968,239.12   sFT  0.99996694   +0 02 14.4
 ME2516;UTM  16      - 4,582,277.342   497,752.591   MT  0.99960006   -0 01 04.0
 ME2516
 ME2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2516!SPC IN W     -   0.99997081  x   0.99996694  =   0.99993775
 ME2516!UTM  16      -   0.99997081  x   0.99960006  =   0.99957089
 ME2516
 ME2516:                Primary Azimuth Mark                     Grid Az
 ME2516:SPC IN W     -  MALDEN AZ MK RESET                       355 48 53.4
 ME2516:UTM  16      -  MALDEN AZ MK RESET                       355 52 11.8
 ME2516
 ME2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9775282277(NAD 83)
 ME2516
 ME2516|---------------------------------------------------------------------|
 ME2516| PID    Reference Object                     Distance      Geod. Az  |
 ME2516|                                                           dddmmss.s |
 ME2516| CM3083 MALDEN RM 1                          33.522 METERS 08039     |
 ME2516| ME1313 X 143                                75.367 METERS 16351     |
 ME2516| ME2525 KOUTS MUNICIPAL TANK                APPROX. 8.3 KM 1785200.5 |
 ME2516| ME2522 HEINOLD ELEV CO GRAIN ELEVATOR      APPROX.11.0 KM 2211146.6 |
 ME2516| CM3082 MALDEN AZ MK RESET                                 3555107.8 |
 ME2516| CM3081 MALDEN AZ MK                                       3573545.7 |
 ME2516|---------------------------------------------------------------------|
 ME2516
 ME2516                          SUPERSEDED SURVEY CONTROL
 ME2516
 ME2516  NAD 83(1986)-  41 23 31.29340(N)    087 01 36.78058(W) AD(       ) 2
 ME2516  NAD 27      -  41 23 31.15200(N)    087 01 36.68140(W) AD(       ) 2
 ME2516
 ME2516.Superseded values are not recommended for survey control.
 ME2516
 ME2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2516.See file dsdata.pdf to determine how the superseded data were derived.
 ME2516
 ME2516_MARKER: DS = TRIANGULATION STATION DISK
 ME2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2516_STAMPING: MALDEN 1952
 ME2516_MARK LOGO: CGS
 ME2516_PROJECTION: FLUSH
 ME2516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2516+STABILITY: SURFACE MOTION
 ME2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2516+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2021
 ME2516
 ME2516  HISTORY     - Date     Condition        Report By
 ME2516  HISTORY     - 1952     MONUMENTED       CGS
 ME2516  HISTORY     - 1956     GOOD             CGS
 ME2516  HISTORY     - 19891021 GOOD             USPSQD
 ME2516  HISTORY     - 20210922 GOOD             IN-127
 ME2516
 ME2516                          STATION DESCRIPTION
 ME2516
 ME2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2516'STATION IS LOCATED ON THE GROUNDS OF THE MORGAN TOWNSHIP CONSOLIDATED
 ME2516'SCHOOL ALONG THE EAST SIDE OF STATE HIGHWAY 49 ABOUT 1 MILE NORTH OF
 ME2516'MALDEN.  IT IS 248 FEET NORTH OF THE NORTHWEST CORNER OF THE SCHOOL
 ME2516'BUILDING, 58 FEET EAST OF THE CENTER OF THE HIGHWAY AND 19 FEET SOUTH
 ME2516'OF A WHITE WITNESS POST AND FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2516'STAMPED MALDEN 1952.
 ME2516'
 ME2516'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 ME2516'AND THE DISK IS STAMPED MALDEN NO 1 1952.
 ME2516'
 ME2516'BENCH MARK X 143 WAS USED AS A REFERENCE MARK.  IT IS IN THE NORTH
 ME2516'WALL OF THE SCHOOL BUILDING, 1 FOOT EAST OF THE NORTHWEST CORNER AND
 ME2516'2.3 FEET ABOVE THE GROUND.  THE DISK IS A STANDARD U.S.C. AND G.S.
 ME2516'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE BRICK WALL OF THE
 ME2516'BUILDING AND STAMPED X 143 1946.
 ME2516'
 ME2516'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY 49, 5 FEET
 ME2516'SOUTH OF A POWER POLE AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE
 ME2516'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MALDEN 1952.
 ME2516'
 ME2516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 ME2516'49 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2516'
 ME2516'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2516
 ME2516                          STATION RECOVERY (1956)
 ME2516
 ME2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LFS)
 ME2516'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2516'CONDITION, EXCEPT THE AZIMUTH MARK WHICH WILL BE DESTROYED BY ROAD
 ME2516'CONSTRUCTION WORK ON STATE HIGHWAY 49.  IT WAS MOVED.  THE ORIGINAL
 ME2516'DESCRIPTION IS ADEQUATE.  FOLLOWING IS A DESCRIPTION OF THE RESET
 ME2516'AZIMUTH MARK.
 ME2516'
 ME2516'THE AZIMUTH MARK (RESET) IS 0.25 MILE NORTH OF THE STATION, ABOUT 150
 ME2516'FEET SOUTH OF A FARMHOUSE, 44 FEET WEST OF THE CENTER OF STATE HIGHWAY
 ME2516'49, 4 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WITNESS POST AND
 ME2516'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2516'STAMPED MALDEN 1952 RESET 1956.
 ME2516
 ME2516                          STATION RECOVERY (1989)
 ME2516
 ME2516'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2516'RECOVERED IN GOOD CONDITION.
 ME2516
 ME2516                          STATION RECOVERY (2021)
 ME2516
 ME2516'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2516'THE MARK IS LOCATED ON THE GROUNDS OF THE MORGAN TOWNSHIP CONSOLIDATED
 ME2516'SCHOOL ALONG THE EAST SIDE OF STATE HIGHWAY 49, ABOUT 1.1 MI (1.8 KM)
 ME2516'NORTH OF MALDEN, APPROXIMATELY 450 FT (137.2 M) NORTH OF THE
 ME2516'CENTERLINE OF CR 300 SOUTH.  IT IS 58 FT (17.7 M) EAST OF THE
 ME2516'CENTERLINE OF HIGHWAY, 66.0 FT (20.1 M) NORTH OF THE NORTHEAST CORNER
 ME2516'OF BRICK SIGN FOR MORGAN TOWNSHIP SCHOOL, 10.5 FT (3.2 M) OF 26 IN
 ME2516'MAPLE TREE, 12.5 FT (3.8 M) WEST OF WEST EDGE OF ASPHALT DRIVE, 43.3
 ME2516'FT (13.2 M) FROM SOUTHWEST CORNER OF BRICK UTILITY ENCLOSURE FOR
 ME2516'SCHOOL.  BERNTSEN MAGNET SET ON NORTH SIDE OF CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3329 ***********************************************************************
 JZ3329  DESIGNATION -  MANCHESTER
 JZ3329  PID         -  JZ3329
 JZ3329  STATE/COUNTY-  IN/DEARBORN
 JZ3329  COUNTRY     -  US
 JZ3329  USGS QUAD   -  SUNMAN (2019)
 JZ3329
 JZ3329                         *CURRENT SURVEY CONTROL
 JZ3329  ______________________________________________________________________
 JZ3329* NAD 83(1997) POSITION- 39 10 05.84528(N) 085 02 14.08865(W)   ADJUSTED
 JZ3329* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 JZ3329  ______________________________________________________________________
 JZ3329  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ3329  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 JZ3329  HORZ ORDER      -  FIRST
 JZ3329
 JZ3329.The horizontal coordinates were established by classical geodetic methods
 JZ3329.and adjusted by the National Geodetic Survey in May 1999.
 JZ3329
 JZ3329.The orthometric height was scaled from a topographic map.
 JZ3329
 JZ3329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3329.GEOID18 height accuracy estimate available here.
 JZ3329
 JZ3329.Click photographs - Photos may exist for this station.
 JZ3329
 JZ3329.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3329
 JZ3329. The following values were computed from the NAD 83(1997) position.
 JZ3329
 JZ3329;                    North         East     Units Scale Factor Converg.
 JZ3329;SPC IN E     -   435,367.481   154,393.389   MT  1.00000308   +0 23 51.2
 JZ3329;SPC IN E     - 1,428,368.14    506,538.98   sFT  1.00000308   +0 23 51.2
 JZ3329;SPC OH S     -   132,775.749   380,770.395   MT  0.99994298   -1 36 35.8
 JZ3329;SPC OH S     -   435,615.10  1,249,244.20   sFT  0.99994298   -1 36 35.8
 JZ3329;UTM  16      - 4,337,286.967   669,561.672   MT  0.99995402   +1 14 23.9
 JZ3329
 JZ3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3329!SPC IN E     -   0.99995737  x   1.00000308  =   0.99996045
 JZ3329!SPC OH S     -   0.99995737  x   0.99994298  =   0.99990035
 JZ3329!UTM  16      -   0.99995737  x   0.99995402  =   0.99991139
 JZ3329
 JZ3329:                Primary Azimuth Mark                     Grid Az
 JZ3329:SPC IN E     -  MANCHESTER RM 2 AZIMUTH                  282 26 02.8
 JZ3329:SPC OH S     -  MANCHESTER RM 2 AZIMUTH                  284 26 29.8
 JZ3329:UTM  16      -  MANCHESTER RM 2 AZIMUTH                  281 35 30.1
 JZ3329
 JZ3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6956137286(NAD 83)
 JZ3329
 JZ3329|---------------------------------------------------------------------|
 JZ3329| PID    Reference Object                     Distance      Geod. Az  |
 JZ3329|                                                           dddmmss.s |
 JZ3329| JZ3266 BEACON 2 R                          APPROX.18.2 KM 0331939.7 |
 JZ3329| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.34.0 KM 0921148.4 |
 JZ3329| HZ2515 BEACON NO 70                        APPROX.42.9 KM 1355421.3 |
 JZ3329| HZ2550 BEACON NO 60                        APPROX.46.3 KM 1644053.1 |
 JZ3329| CC8860 MANCHESTER RM 1                      41.090 METERS 17652     |
 JZ3329| JZ3331 MILAN MUNICIPAL TANK                APPROX. 9.8 KM 2394808.6 |
 JZ3329| CC8861 MANCHESTER RM 2 AZIMUTH                            2824954.0 |
 JZ3329| CC8862 MANCHESTER RM 3                      74.570 METERS 31057     |
 JZ3329|---------------------------------------------------------------------|
 JZ3329
 JZ3329                          SUPERSEDED SURVEY CONTROL
 JZ3329
 JZ3329  NAD 83(1995)-  39 10 05.84550(N)    085 02 14.08718(W) AD(       ) 1
 JZ3329  NAD 83(1993)-  39 10 05.84913(N)    085 02 14.09305(W) AD(       ) 1
 JZ3329  NAD 83(1986)-  39 10 05.84791(N)    085 02 14.09714(W) AD(       ) 1
 JZ3329  NAD 27      -  39 10 05.65600(N)    085 02 14.25400(W) AD(       ) 1
 JZ3329
 JZ3329.Superseded values are not recommended for survey control.
 JZ3329
 JZ3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3329.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3329
 JZ3329_MARKER: DS = TRIANGULATION STATION DISK
 JZ3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3329_STAMPING: MANCHESTER 1932
 JZ3329_MARK LOGO: CGS
 JZ3329_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3329+STABILITY: SURFACE MOTION
 JZ3329
 JZ3329  HISTORY     - Date     Condition        Report By
 JZ3329  HISTORY     - 1932     MONUMENTED       CGS
 JZ3329
 JZ3329                          STATION DESCRIPTION
 JZ3329
 JZ3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ3329'ABOUT 8 MILES NORTH AND ABOUT 8 MILES WEST OF AURORA, 1.7 MILES WEST
 JZ3329'OF MANCHESTER, ON THE NORTH SIDE OF STATE HIGHWAY 46, ON
 JZ3329'THE PROPERTY OF MR. REIDEL, IN THE NORTH SIDE OF AN OLD APPLE
 JZ3329'ORCHARD, 9.3 METERS SOUTH OF EAST-WEST FENCE LINE, 26.5 METERS
 JZ3329'WEST OF NORTH-SOUTH FENCE LINE, 85.6 METERS NORTH OF THE NORTHEAST
 JZ3329'CORNER OF REIDELS HOUSE AND IS 14 INCHES BELOW THE SURFACE OF
 JZ3329'THE GROUND.
 JZ3329'
 JZ3329'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION ON THE NORTH-SOUTH
 JZ3329'FENCE LINE, 0.3 METER WEST OF THE FENCE AND 70 METERS NORTHEAST
 JZ3329'OF REIDELS HOUSE AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ3329'
 JZ3329'REFERENCE MARK NO. 2 IS ABOUT 0.2 MILE WEST BY SOUTH OF THE STATION,
 JZ3329'7.7 METERS NORTH OF THE CENTER OF STATE HIGHWAY 46, 9.5 METERS
 JZ3329'EAST OF CENTER OF ROAD, 0.25 METER EAST OF FENCE LINE, AND PROJECTS 4
 JZ3329'INCHES ABOVE THE GROUND.
 JZ3329'
 JZ3329'REFERENCE MARK NO. 3 IS IN NORTHWEST CORNER OF THE ORCHARD, 5 METERS
 JZ3329'SOUTHEAST OF THE FENCE CORNER AND PROJECTS 3 INCHES ABOVE THE
 JZ3329'GROUND.
 JZ3329'
 JZ3329'TO REACH FROM MILAN GO NORTH ON STATE HIGHWAY 1 FOR 6.0 MILES, TAKING
 JZ3329'DISTANCE FROM THE RAILROAD CROSSING AT MILAN, TURN RIGHT ON
 JZ3329'STATE HIGHWAY 46 AND GO 3/4 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7570 ***********************************************************************
 DR7570  DESIGNATION -  MANG Q 377
 DR7570  PID         -  DR7570
 DR7570  STATE/COUNTY-  IN/LAGRANGE
 DR7570  COUNTRY     -  US
 DR7570  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7570
 DR7570                         *CURRENT SURVEY CONTROL
 DR7570  ______________________________________________________________________
 DR7570* NAD 83(1986) POSITION- 41 34 57.40   (N) 085 16 19.66   (W)   HD_HELD1
 DR7570* NAVD 88 ORTHO HEIGHT -   308.088 (meters)     1010.79  (feet) ADJUSTED
 DR7570  ______________________________________________________________________
 DR7570  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 DR7570  DYNAMIC HEIGHT  -        307.968 (meters)     1010.39  (feet) COMP
 DR7570  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 DR7570
 DR7570  VERT ORDER      -  SECOND    CLASS I
 DR7570
 DR7570.The horizontal coordinates were determined by differentially corrected
 DR7570.hand held GPS observations or other comparable positioning techniques
 DR7570.and have an estimated accuracy of +/- 3 meters.
 DR7570
 DR7570.The orthometric height was determined by differential leveling and
 DR7570.adjusted by the NATIONAL GEODETIC SURVEY
 DR7570.in March 2022.
 DR7570
 DR7570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7570.GEOID18 height accuracy estimate available here.
 DR7570
 DR7570.Click photographs - Photos may exist for this station.
 DR7570
 DR7570.The dynamic height is computed by dividing the NAVD 88
 DR7570.geopotential number by the normal gravity value computed on the
 DR7570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7570.degrees latitude (g = 980.6199 gals.).
 DR7570
 DR7570.The modeled gravity was interpolated from observed gravity values.
 DR7570
 DR7570;                    North         East    Units  Estimated Accuracy
 DR7570;SPC IN E     -   703,335.7     132,899.5     MT  (+/- 3 meters HH1 GPS) 
 DR7570
 DR7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4403204877(NAD 83)
 DR7570
 DR7570                          SUPERSEDED SURVEY CONTROL
 DR7570
 DR7570.No superseded survey control is available for this station.
 DR7570
 DR7570_MARKER: F = FLANGE-ENCASED ROD
 DR7570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7570_STAMPING: MANG Q 377 2018
 DR7570_MARK LOGO: NONE
 DR7570_PROJECTION: RECESSED 8 CENTIMETERS
 DR7570_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7570+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DR7570_ROD/PIPE-DEPTH: 4.6 meters
 DR7570_SLEEVE-DEPTH  : 0.9 meters
 DR7570
 DR7570  HISTORY     - Date     Condition        Report By
 DR7570  HISTORY     - 20180723 MONUMENTED       INDOT
 DR7570
 DR7570                          STATION DESCRIPTION
 DR7570
 DR7570'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7570'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF MONGO, 6.3 MI
 DR7570'(10.1 KM) NORTHEAST OF WOLCOTTVILLE AND 3.8 MI (6.1 KM) WEST OF STROH.
 DR7570'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7570'
 DR7570'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7570'TRAVEL SOUTH, SOUTHEAST AND SOUTH 4.18 MI (6.73 KM) ALONG STATE ROAD 3
 DR7570'TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED IN FRONT
 DR7570'OF TWO GRAIN BINS.
 DR7570'
 DR7570'THE STATION IS FLUSH WITH THE GROUND, 24.7 FT (7.5 M) EAST OF THE
 DR7570'APPROXIMATE ROAD CENTERLINE AND 37.4 FT (11.4 M) SOUTH OF THE
 DR7570'APPROXIMATE CENTERLINE OF THE SOUTHERNMOST GRAVEL DRIVEWAY FOR 4075
 DR7570'STATE ROAD 3.  IT IS LOCATED 65.06 FT (19.8 M) SOUTH OF A MAG NAIL SET
 DR7570'IN POWER POLE 21234 AND 98.42 FT (30.0 M) WEST OF A MAG NAIL SET IN A
 DR7570'POWER POLE (NO NUMBER).
 DR7570'
 DR7570'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7570'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1739 ***********************************************************************
 JA1739  DESIGNATION -  MANN
 JA1739  PID         -  JA1739
 JA1739  STATE/COUNTY-  IN/HARRISON
 JA1739  COUNTRY     -  US
 JA1739  USGS QUAD   -  CORYDON EAST (2019)
 JA1739
 JA1739                         *CURRENT SURVEY CONTROL
 JA1739  ______________________________________________________________________
 JA1739* NAD 83(1997) POSITION- 38 08 37.20178(N) 086 05 52.66466(W)   ADJUSTED
 JA1739* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 JA1739  ______________________________________________________________________
 JA1739  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JA1739  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 JA1739  HORZ ORDER      -  SECOND
 JA1739
 JA1739.The horizontal coordinates were established by classical geodetic methods
 JA1739.and adjusted by the National Geodetic Survey in May 1999.
 JA1739
 JA1739.The orthometric height was scaled from a topographic map.
 JA1739
 JA1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1739.GEOID18 height accuracy estimate available here.
 JA1739
 JA1739.Click photographs - Photos may exist for this station.
 JA1739
 JA1739.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1739
 JA1739. The following values were computed from the NAD 83(1997) position.
 JA1739
 JA1739;                    North         East     Units Scale Factor Converg.
 JA1739;SPC IN E     -   321,528.127    62,193.431   MT  0.99998426   -0 15 59.0
 JA1739;SPC IN E     - 1,054,880.20    204,046.28   sFT  0.99998426   -0 15 59.0
 JA1739;UTM  16      - 4,222,139.698   579,042.520   MT  0.99967694   +0 33 25.8
 JA1739
 JA1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1739!SPC IN E     -   0.99996834  x   0.99998426  =   0.99995260
 JA1739!UTM  16      -   0.99996834  x   0.99967694  =   0.99964529
 JA1739
 JA1739:                Primary Azimuth Mark                     Grid Az
 JA1739:SPC IN E     -  MANN AZ MK                               298 31 37.8
 JA1739:UTM  16      -  MANN AZ MK                               297 42 13.0
 JA1739
 JA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7904222139(NAD 83)
 JA1739
 JA1739|---------------------------------------------------------------------|
 JA1739| PID    Reference Object                     Distance      Geod. Az  |
 JA1739|                                                           dddmmss.s |
 JA1739| CG8900 MANN RM 2                            22.049 METERS 09203     |
 JA1739| CG8898 MANN AZ MK                                         2981538.8 |
 JA1739| CG8899 MANN RM 1                            22.386 METERS 33032     |
 JA1739|---------------------------------------------------------------------|
 JA1739
 JA1739                          SUPERSEDED SURVEY CONTROL
 JA1739
 JA1739  NAD 83(1993)-  38 08 37.20190(N)    086 05 52.66504(W) AD(       ) 2
 JA1739  NAD 83(1986)-  38 08 37.20695(N)    086 05 52.67080(W) AD(       ) 2
 JA1739  NAD 27      -  38 08 36.95400(N)    086 05 52.78400(W) AD(       ) 2
 JA1739
 JA1739.Superseded values are not recommended for survey control.
 JA1739
 JA1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1739.See file dsdata.pdf to determine how the superseded data were derived.
 JA1739
 JA1739_MARKER: DS = TRIANGULATION STATION DISK
 JA1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1739_STAMPING: MANN 1947
 JA1739_MARK LOGO: CGS
 JA1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1739+STABILITY: SURFACE MOTION
 JA1739
 JA1739  HISTORY     - Date     Condition        Report By
 JA1739  HISTORY     - 1947     MONUMENTED       CGS
 JA1739
 JA1739                          STATION DESCRIPTION
 JA1739
 JA1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1739'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CORYDON, AND ON
 JA1739'LAND OWNED BY LEON MANN.  IT IS ABOUT 150 YARDS NORTHEAST OF THE
 JA1739'MANN FARM HOUSE, ABOUT 45 YARDS NORTHEAST OF THE SUMMIT OF THE
 JA1739'HILL, AND 11 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 6
 JA1739'INCHES, AND THE DISK IS STAMPED MANN 1947.
 JA1739'
 JA1739'REFERENCE MARK NO. 1 IS 73.44 FEET NORTHWEST OF THE STATION, 1 FOOT
 JA1739'EAST OF A FENCE LINE, AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 JA1739'STATION MARK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1739'MANN NO 1 1947.
 JA1739'
 JA1739'REFERENCE MARK NO. 2 IS 72.34 FEET EAST OF THE STATION, AND 9 FEET
 JA1739'NORTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1739'STAMPED MANN NO 2 1947.
 JA1739'
 JA1739'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 18 FEET
 JA1739'WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 1-1/2 FEET
 JA1739'NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 JA1739'PROJECTS 6 INCHES, AND THE DISK IS STAMPED MANN 1947.
 JA1739'
 JA1739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 135
 JA1739'IN CORYDON, GO SOUTH ON STATE HIGHWAY 135 FOR 0.4 MILE TO A SIDE
 JA1739'ROAD LEFT, TURN LEFT AND FOLLOW MAIN TRAVELED ROAD EAST AND SOUTH
 JA1739'FOR 4.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON SOUTH
 JA1739'FOR 0.15 MILE TO WHERE THE MAIN ROAD TURNS LEFT, TURN LEFT AND GO
 JA1739'0.2 MILE TO THE LEON MANN FARM DRIVEWAY ON THE LEFT, TURN LEFT AND
 JA1739'GO 0.05 MILE TO A GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 JA1739'WEST AND NORTH INTO PASTURE LAND, THENCE GO EAST ALONG NORTH
 JA1739'SIDE OF FENCE LINE FOR 0.1 MILE TO THE STATION.
 JA1739'
 JA1739'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1984 ***********************************************************************
 KA1984  DESIGNATION -  MANNERS
 KA1984  PID         -  KA1984
 KA1984  STATE/COUNTY-  IN/OWEN
 KA1984  COUNTRY     -  US
 KA1984  USGS QUAD   -  WHITEHALL (2019)
 KA1984
 KA1984                         *CURRENT SURVEY CONTROL
 KA1984  ______________________________________________________________________
 KA1984* NAD 83(1997) POSITION- 39 14 55.05842(N) 086 43 27.21879(W)   ADJUSTED
 KA1984* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 KA1984  ______________________________________________________________________
 KA1984  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 KA1984  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 KA1984  HORZ ORDER      -  FIRST
 KA1984
 KA1984.The horizontal coordinates were established by classical geodetic methods
 KA1984.and adjusted by the National Geodetic Survey in May 1999.
 KA1984
 KA1984.The orthometric height was scaled from a topographic map.
 KA1984
 KA1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1984.GEOID18 height accuracy estimate available here.
 KA1984
 KA1984.Click photographs - Photos may exist for this station.
 KA1984
 KA1984.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1984
 KA1984. The following values were computed from the NAD 83(1997) position.
 KA1984
 KA1984;                    North         East     Units Scale Factor Converg.
 KA1984;SPC IN W     -   444,158.906   930,997.897   MT  0.99997849   +0 13 37.9
 KA1984;SPC IN W     - 1,457,211.34  3,054,448.93   sFT  0.99997849   +0 13 37.9
 KA1984;UTM  16      - 4,344,403.848   523,795.851   MT  0.99960697   +0 10 28.1
 KA1984
 KA1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1984!SPC IN W     -   0.99996628  x   0.99997849  =   0.99994477
 KA1984!UTM  16      -   0.99996628  x   0.99960697  =   0.99957327
 KA1984
 KA1984:                Primary Azimuth Mark                     Grid Az
 KA1984:SPC IN W     -  MANNERS AZ MK                            202 25 06.1
 KA1984:UTM  16      -  MANNERS AZ MK                            202 28 15.9
 KA1984
 KA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2379544403(NAD 83)
 KA1984
 KA1984|---------------------------------------------------------------------|
 KA1984| PID    Reference Object                     Distance      Geod. Az  |
 KA1984|                                                           dddmmss.s |
 KA1984| KA1978 MC CORMICKS CREEK ST PARK LOT       APPROX. 4.0 KM 0002428.2 |
 KA1984| CC8864 MANNERS RM 1                         40.422 METERS 00933     |
 KA1984| CC8863 MANNERS AZ MK                                      2023844.0 |
 KA1984| KA1983 PTS 5                               330.084 METERS 21139     |
 KA1984| CC8865 MANNERS RM 2                         39.460 METERS 26826     |
 KA1984|---------------------------------------------------------------------|
 KA1984
 KA1984                          SUPERSEDED SURVEY CONTROL
 KA1984
 KA1984  NAD 83(1986)-  39 14 55.06262(N)    086 43 27.21578(W) AD(       ) 1
 KA1984  NAD 27      -  39 14 54.90000(N)    086 43 27.19900(W) AD(       ) 1
 KA1984
 KA1984.Superseded values are not recommended for survey control.
 KA1984
 KA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1984.See file dsdata.pdf to determine how the superseded data were derived.
 KA1984
 KA1984_MARKER: DS = TRIANGULATION STATION DISK
 KA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1984_STAMPING: MANNERS 1939
 KA1984_MARK LOGO: CGS
 KA1984_PROJECTION: RECESSED 41 CENTIMETERS
 KA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1984+STABILITY: SURFACE MOTION
 KA1984
 KA1984  HISTORY     - Date     Condition        Report By
 KA1984  HISTORY     - 1939     MONUMENTED       CGS
 KA1984  HISTORY     - 1947     GOOD             CGS
 KA1984
 KA1984                          STATION DESCRIPTION
 KA1984
 KA1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1984'STATION MANNERS IS LOCATED ABOUT 3.6 MILES SE OF THE TOWN OF SPENCER
 KA1984'AND ABOUT 400 FEET E OF STATE HIGHWAY 43, IN THE NW CORNER OF A
 KA1984'HAY FIELD ON PROPERTY OWNED BY C. PORTER, WHO LIVES ABOUT 0.1 MILE W
 KA1984'OF THE STATION. MARK IS SET IN CONCRETE ABOUT 16 INCHES
 KA1984'UNDERGROUND, 133 FEET S OF A WIRE FENCE AND 130 FEET E OF THE NE
 KA1984'CORNER OF A SMALL CHICKEN HOUSE.
 KA1984'
 KA1984'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1984'BRONZE DISKS SET IN CONCRETE.
 KA1984'
 KA1984'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 10 INCHES, 1.5
 KA1984'FEET S OF WIRE FENCE LINE, 70 FEET E OF A 14- INCH SYCAMORE
 KA1984'TREE AND 120 FEET E OF A FENCE CORNER. REFERENCE MARK NO. 2 IS WSW OF
 KA1984'STATION AND PROJECTS 10 INCHES, 1 FOOT E OF THE E SIDE OF A
 KA1984'CHICKEN HOUSE AND 3 FEET S OF THE NW CORNER OF THE CHICKEN HOUSE.
 KA1984'
 KA1984'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE S OF STATION IN BARNYARD
 KA1984'ON PROPERTY OWNED BY BEN L. EVANS. MARK PROJECTS 10 INCHES. MARK
 KA1984'IS SET ON N SIDE OF FENCE BETWEEN HOUSE AND BARNYARD 1 FOOT N OF WIRE
 KA1984'FENCE LINE, 85 FEET W OF CENTER LINE OF STATE HIGHWAY 43, 50 FEET
 KA1984'NE OF THE NE CORNER OF MR. EVANS HOUSE AND 95 FEET SE OF A 20-INCH
 KA1984'WALNUT TREE.
 KA1984'
 KA1984'TO REACH AZIMUTH MARK FROM STATION GO TO STATE HIGHWAY 43 TURN LEFT
 KA1984'AND GO 0.5 MILE TO GATE LEADING INTO BARNYARD ON RIGHT.
 KA1984'
 KA1984'TO REACH STATION FROM THE COURTHOUSE IN SPENCER GO SE ON STATE
 KA1984'HIGHWAY 43 FOR 3.6 MILES TO MR. C. PORTERS HOUSE ON THE LEFT,
 KA1984'TURN INTO YARD ON S SIDE OF HOUSE PASSING THROUGH 2 GATES INTO HAY
 KA1984'FIELD AND STATION.
 KA1984'
 KA1984'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA1984
 KA1984                          STATION RECOVERY (1947)
 KA1984
 KA1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1984'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KA1984'NO ADDITIONAL MARKS WERE ESTABLISHED AND THE ORIGINAL
 KA1984'DESCRIPTION IS STILL ADEQUATE. SURFACE, UNDERGROUND, REFERENCE AND
 KA1984'AZIMUTHS MARKS ARE STANDARD BRONZE DISK SET IN CONCRETE.
 KA1984'A COMPLETE DESCRIPTION FOLLOWS.
 KA1984'
 KA1984'THE STATION IS ABOUT 3.6 MILES SOUTHEAST OF SPENCER, 400 FEET EAST OF
 KA1984'STATE HIGHWAY 43, IN THE NORTHWEST CORNER OF A HAY FIELD, AND ON
 KA1984'PROPERTY OF HARVEY SIMES, 140 FEET NORTHEAST OF THE ENTRANCE GATE TO
 KA1984'THE FIELD, 114 FEET SOUTH OF A WIRE FENCE, AND 111 FEET NORTH OF A
 KA1984'WIRE FENCE. THE MARK IS 16 INCHES UNDERGROUND, AND THE DISK IS
 KA1984'STAMPED MANNERS 1939.
 KA1984'
 KA1984'REFERENCE MARK NO. 1 IS 132.62 FEET NORTH-NORTHEAST OF STATION AND 18
 KA1984'FEET NORTH OF A WIRE FENCE. THE MARK PROJECTS 10 INCHES, AND THE
 KA1984'DISK IS STAMPED MANNERS NO 1 1939.
 KA1984'
 KA1984'REFERENCE MARK NO. 2 IS 129.46 FEET WEST OF STATION AND 8 FEET WEST
 KA1984'OF A WIRE FENCE. THE MARK PROJECTS 10 INCHES, AND THE DISK IS
 KA1984'STAMPED MANNERS NO 2 1939.
 KA1984'
 KA1984'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF STATION IN THE
 KA1984'BARNYARD ON LAND OWNED BY HEN L. EVANS, 85 FEET WEST OF
 KA1984'APPROXIMATE CENTERLINE OF STATE HIGHWAY 43, 50 FEET NORTHEAST OF
 KA1984'NORTHEAST CORNER OF MR. EVANSS HOUSE, AND 1 FOOT NORTH OF A WIRE
 KA1984'FENCE. THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED MANNERS
 KA1984'1939.
 KA1984'
 KA1984'PRIM. TRAV. STA. NO. 5 U.S.G.S. IS 1082.94 FEET SOUTHWEST OF STATION,
 KA1984'27 FEET WEST OF APPROXIMATE CENTERLINE OF HIGHWAY 43, 13
 KA1984'FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET NORTH OF A FENCE. THE
 KA1984'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED PRIM TRAV STA
 KA1984'NO 5.
 KA1984'
 KA1984'TO REACH STATION FROM THE COURTHOUSE IN SPENCER, GO SOUTHEAST ON
 KA1984'STATE HIGHWAY 43 FOR 3.6 MILES TO THE HARVEY SIMES FARM HOUSE ON
 KA1984'THE LEFT AT A RIGHT TURN IN THE HIGHWAY, TURN INTO DRIVEWAY ON THE
 KA1984'SOUTH SIDE OF HOUSE, AND PASS THROUGH 2 GATES INTO HAY FIELD
 KA1984'AND THE STATION.
 KA1984'
 KA1984'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO STATE HIGHWAY
 KA1984'43, THENCE TURN LEFT AND GO 0.4 MILE TO MR.  EVANS DRIVEWAY
 KA1984'AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2231 ***********************************************************************
 LB2231  DESIGNATION -  MAPLE
 LB2231  PID         -  LB2231
 LB2231  STATE/COUNTY-  IN/WARREN
 LB2231  COUNTRY     -  US
 LB2231  USGS QUAD   -  PINE VILLAGE (2019)
 LB2231
 LB2231                         *CURRENT SURVEY CONTROL
 LB2231  ______________________________________________________________________
 LB2231* NAD 83(1997) POSITION- 40 24 12.10645(N) 087 21 27.11632(W)   ADJUSTED
 LB2231* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 LB2231  ______________________________________________________________________
 LB2231  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 LB2231  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 LB2231  HORZ ORDER      -  THIRD
 LB2231
 LB2231.The horizontal coordinates were established by classical geodetic methods
 LB2231.and adjusted by the National Geodetic Survey in May 1999.
 LB2231
 LB2231.The orthometric height was scaled from a topographic map.
 LB2231
 LB2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2231.GEOID18 height accuracy estimate available here.
 LB2231
 LB2231.Click photographs - Photos may exist for this station.
 LB2231
 LB2231.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2231
 LB2231. The following values were computed from the NAD 83(1997) position.
 LB2231
 LB2231;                    North         East     Units Scale Factor Converg.
 LB2231;SPC IN W     -   572,341.060   876,724.208   MT  0.99997333   -0 10 39.8
 LB2231;SPC IN W     - 1,877,755.63  2,876,386.01   sFT  0.99997333   -0 10 39.8
 LB2231;UTM  16      - 4,472,589.474   469,661.449   MT  0.99961133   -0 13 54.3
 LB2231
 LB2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2231!SPC IN W     -   0.99997228  x   0.99997333  =   0.99994561
 LB2231!UTM  16      -   0.99997228  x   0.99961133  =   0.99958362
 LB2231
 LB2231:                Primary Azimuth Mark                     Grid Az
 LB2231:SPC IN W     -  MAPLE AZ MK                              347 34 45.9
 LB2231:UTM  16      -  MAPLE AZ MK                              347 38 00.4
 LB2231
 LB2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6966172589(NAD 83)
 LB2231
 LB2231|---------------------------------------------------------------------|
 LB2231| PID    Reference Object                     Distance      Geod. Az  |
 LB2231|                                                           dddmmss.s |
 LB2231| CM3086 MAPLE RM 1                           21.717 METERS 02422     |
 LB2231| CM3087 MAPLE RM 2                           27.042 METERS 10619     |
 LB2231| CM3085 MAPLE AZ MK                                        3472406.1 |
 LB2231|---------------------------------------------------------------------|
 LB2231
 LB2231                          SUPERSEDED SURVEY CONTROL
 LB2231
 LB2231  NAD 83(1986)-  40 24 12.11420(N)    087 21 27.12589(W) AD(       ) 3
 LB2231  NAD 27      -  40 24 11.99460(N)    087 21 27.08300(W) AD(       ) 3
 LB2231
 LB2231.Superseded values are not recommended for survey control.
 LB2231
 LB2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2231.See file dsdata.pdf to determine how the superseded data were derived.
 LB2231
 LB2231_MARKER: DS = TRIANGULATION STATION DISK
 LB2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2231_STAMPING: MAPLE 1955
 LB2231_MARK LOGO: CGS
 LB2231_PROJECTION: FLUSH
 LB2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2231+STABILITY: SURFACE MOTION
 LB2231
 LB2231  HISTORY     - Date     Condition        Report By
 LB2231  HISTORY     - 1955     MONUMENTED       CGS
 LB2231  HISTORY     - 1970     GOOD             NGS
 LB2231
 LB2231                          STATION DESCRIPTION
 LB2231
 LB2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2231'STATION IS LOCATED ABOUT 8 MILES SOUTH OF BOSWELL AND 3 MILES NORTH
 LB2231'OF CARBONDALE ON THE EAST SIDE OF U. S. HIGHWAY 41 AND ON LAND OWNED
 LB2231'BY MR. WILLIAM E. BRIER.  IT IS 68 FEET SOUTHEAST OF A LARGE
 LB2231'CONCRETE GATE POST INTO PASTURE, 44 FEET EAST OF THE CENTER OF U. S.
 LB2231'HIGHWAY 41, 19 FEET NORTH OF A BOARD FENCE AND 17 FEET EAST OF
 LB2231'FENCE LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2231'IS STAMPED MAPLE 1955.
 LB2231'
 LB2231'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE LINE AND ON
 LB2231'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  THE MARK IS
 LB2231'FLUSH AND THE DISK IS STAMPED MAPLE NO 1 1955.
 LB2231'
 LB2231'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF FENCE LINE AND ON
 LB2231'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  THE MARK IS
 LB2231'FLUSH AND THE DISK IS STAMPED MAPLE NO 2 1955.
 LB2231'
 LB2231'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF U. S. HIGHWAY 41, 2
 LB2231'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF FENCE LINE.
 LB2231'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MAPLE 1955.
 LB2231'
 LB2231'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2231'HIGHWAY 352 IN BOSWELL, GO SOUTH ON U. S. HIGHWAY 41 FOR 8.1 MILES
 LB2231'TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED.  CONTINUE SOUTH
 LB2231'ON HIGHWAY FOR 0.2 MILE TO RED BOARD GATE ON THE EAST SIDE INTO
 LB2231'PASTURE, TURN LEFT THROUGH GATE AND STATION JUST SOUTHEAST OF
 LB2231'CONCRETE GATE POST AS DESCRIBED.
 LB2231'
 LB2231'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2231
 LB2231                          STATION RECOVERY (1970)
 LB2231
 LB2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2231'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AFTER A LONG
 LB2231'SEARCH.  THE DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE
 LB2231'TO REFERENCE MARK 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LB2231'FOUND TO BE SHORTER IN DISTANCE BY 0.06 OF A FOOT.  A NEW
 LB2231'DESCRIPTION FOLLOWS--
 LB2231'
 LB2231'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CARBONDALE, ON THE
 LB2231'PROPERTY OF MR. JAMES J. BRIER, 25 FEET WEST OF THE CENTERLINE OF A
 LB2231'GRAVELED DRIVEWAY, 44 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY
 LB2231'41, 76 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BARN.  THE
 LB2231'MONUMENT IS FLUSH AND THE DISK IS STAMPED MAPLE 1955.
 LB2231'
 LB2231'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2231'HIGHWAY 352 AT BOSWELL, GO SOUTH ON HIGHWAY 41 FOR 8.1 MILES TO THE
 LB2231'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.2
 LB2231'MILE TO A DRIVEWAY AND THE STATION ON THE LEFT.
 LB2231'
 LB2231'REFERENCE MARK 1 IS 7 FEET NORTHEAST OF AN 8 INCH PINE TREE, 3 FEET
 LB2231'WEST OF A 7 INCH PINE TREE, 44 FEET NORTHEAST OF THE CENTERLINE OF
 LB2231'THE DRIVEWAY AND IN A PINE THICKET ON THE EAST SIDE OF THE DRIVEWAY.
 LB2231'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MAPLE NO 1 1955.
 LB2231'
 LB2231'REFERENCE MARK 2 IS 2 FEET SOUTH OF A 6 INCH PINE TREE, 17 FEET WEST
 LB2231'OF A FENCE, 22 FEET EAST OF THE CENTERLINE OF THE DRIVE, 62 FEET
 LB2231'NORTHEAST OF THE NORTHEAST CORNER OF THE BARN AND IN THE PINE
 LB2231'THICKET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MAPLE NO 2
 LB2231'1955.
 LB2231'
 LB2231'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 LB2231'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 LB2231'INCHES AND THE DISK IS STAMPED MAPLE 1955.
 LB2231'
 LB2231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES SOUTH
 LB2231'OF BOSWELL.
 LB2231'
 LB2231'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1999 ***********************************************************************
 JA1999  DESIGNATION -  MAPLE
 JA1999  PID         -  JA1999
 JA1999  STATE/COUNTY-  IN/WARRICK
 JA1999  COUNTRY     -  US
 JA1999  USGS QUAD   -  BOONVILLE (2019)
 JA1999
 JA1999                         *CURRENT SURVEY CONTROL
 JA1999  ______________________________________________________________________
 JA1999* NAD 83(1997) POSITION- 38 00 09.83713(N) 087 17 02.38463(W)   ADJUSTED
 JA1999* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 JA1999  ______________________________________________________________________
 JA1999  GEOID HEIGHT    -        -31.249 (meters)                     GEOID18
 JA1999  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JA1999  HORZ ORDER      -  THIRD
 JA1999
 JA1999.The horizontal coordinates were established by classical geodetic methods
 JA1999.and adjusted by the National Geodetic Survey in May 1999.
 JA1999
 JA1999.The orthometric height was scaled from a topographic map.
 JA1999
 JA1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1999.GEOID18 height accuracy estimate available here.
 JA1999
 JA1999.Click photographs - Photos may exist for this station.
 JA1999
 JA1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1999
 JA1999. The following values were computed from the NAD 83(1997) position.
 JA1999
 JA1999;                    North         East     Units Scale Factor Converg.
 JA1999;SPC IN W     -   305,816.319   882,376.560   MT  0.99997049   -0 07 24.8
 JA1999;SPC IN W     - 1,003,332.37  2,894,930.43   sFT  0.99997049   -0 07 24.8
 JA1999;UTM  16      - 4,206,156.246   475,066.834   MT  0.99960766   -0 10 29.5
 JA1999
 JA1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1999!SPC IN W     -   0.99998091  x   0.99997049  =   0.99995140
 JA1999!UTM  16      -   0.99998091  x   0.99960766  =   0.99958858
 JA1999
 JA1999:                Primary Azimuth Mark                     Grid Az
 JA1999:SPC IN W     -  MAPLE AZ MK                              355 32 57.6
 JA1999:UTM  16      -  MAPLE AZ MK                              355 36 02.3
 JA1999
 JA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7506606156(NAD 83)
 JA1999
 JA1999|---------------------------------------------------------------------|
 JA1999| PID    Reference Object                     Distance      Geod. Az  |
 JA1999|                                                           dddmmss.s |
 JA1999| JA2002 BOONVILLE WARRICK CO CTHSE          APPROX. 5.3 KM 0084237.1 |
 JA1999| JA1997 BOONVILLE CITY P AND L CO STK       APPROX. 4.9 KM 0120615.0 |
 JA1999| JA1998 BOONVILLE MUNICIPAL TANK            APPROX. 5.4 KM 0161948.5 |
 JA1999| CG8904 MAPLE RM 1                           17.510 METERS 06943     |
 JA1999| CG8905 MAPLE RM 2                           20.818 METERS 12435     |
 JA1999| CG8903 MAPLE AZ MK                                        3552532.8 |
 JA1999|---------------------------------------------------------------------|
 JA1999
 JA1999                          SUPERSEDED SURVEY CONTROL
 JA1999
 JA1999  NAD 83(1993)-  38 00 09.84017(N)    087 17 02.38479(W) AD(       ) 3
 JA1999  NAD 83(1986)-  38 00 09.84605(N)    087 17 02.38697(W) AD(       ) 3
 JA1999  NAD 27      -  38 00 09.68300(N)    087 17 02.37100(W) AD(       ) 3
 JA1999
 JA1999.Superseded values are not recommended for survey control.
 JA1999
 JA1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1999.See file dsdata.pdf to determine how the superseded data were derived.
 JA1999
 JA1999_MARKER: DS = TRIANGULATION STATION DISK
 JA1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1999_STAMPING: MAPLE 1945
 JA1999_MARK LOGO: CGS
 JA1999_PROJECTION: FLUSH
 JA1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1999+STABILITY: SURFACE MOTION
 JA1999
 JA1999  HISTORY     - Date     Condition        Report By
 JA1999  HISTORY     - 1945     MONUMENTED       CGS
 JA1999
 JA1999                          STATION DESCRIPTION
 JA1999
 JA1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1999'STATION IS LOCATED ABOUT 3.1 MILES S OF BOONVILLE, ON STATE HIGHWAY
 JA1999'61, ON THE PROPERTY OWNED AND OCCUPIED BY MR JAMES FAY.  THE MARK IS
 JA1999'SITUATED 56 FEET W OF THE W END OF BARN, 48 FEET N OF THE N FACE OF
 JA1999'HOUSE, AND 41.7 FEET E OF ELECTRIC POLE WITH TRANSFORMER.
 JA1999'
 JA1999'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED MAPLE 1945,
 JA1999'AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION
 JA1999'DISK IN CONCRETE.
 JA1999'
 JA1999'REFERENCE MARK 1 IS 57.45 FEET NE OF STATION, IN FENCE CORNER, AND 8
 JA1999'FEET NW OF NW CORNER OF CORRUGATED TIN SIDE OF BARN.  IT IS A BRONZE
 JA1999'REFERENCE DISK IN CONCRETE, STAMPED MAPLE NO 1 1945, AND PROJECTS 5
 JA1999'INCHES.
 JA1999'
 JA1999'REFERENCE MARK 2 IS 68.30 FEET SE OF STATION, IN FENCE CORNER, 15.5
 JA1999'FEET S OF SW CORNER OF BARN, AND 5.3 FEET E OF GARAGE.  IT IS A BRONZE
 JA1999'REFERENCE DISK IN CONCRETE, STAMPED MAPLE NO 2 1945, AND PROJECTS 5
 JA1999'INCHES.
 JA1999'
 JA1999'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE N OF STATION, IN FRONT OF SMALL
 JA1999'WHITE CEMENT-BLOCK HOUSE, ON STATE HIGHWAY 61, 105 FEET N OF DRIVEWAY,
 JA1999'60 FEET NW OF NW CORNER OF HOUSE, 40 FEET E OF THE APPROXIMATE CENTER
 JA1999'OF HIGHWAY 61, AND 2.6 FEET S OF WHITE WITNESS POST.  IT IS A BRONZE
 JA1999'AZIMUTH DISK IN CONCRETE, STAMPED MAPLE 1945, AND PROJECTS 4 INCHES.
 JA1999'
 JA1999'TO REACH STATION FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 JA1999'BOONVILLE, GO S ON STATE HIGHWAY 61 FOR 3.2 MILE TO THE AZIMUTH MARK
 JA1999'ON LEFT.  CONTINUE S 0.2 MILE TO DRIVEWAY LEFT LEADING TO MR FAYS
 JA1999'HOUSE.  TURN LEFT FOR 0.05 MILE TO STATION SITE ON LEFT.
 JA1999'
 JA1999'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0157 ***********************************************************************
 ME0157  DESIGNATION -  MAR 36
 ME0157  PID         -  ME0157
 ME0157  STATE/COUNTY-  IN/MARSHALL
 ME0157  COUNTRY     -  US
 ME0157  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0157
 ME0157                         *CURRENT SURVEY CONTROL
 ME0157  ______________________________________________________________________
 ME0157* NAD 83(1986) POSITION- 41 22 57.     (N) 086 07 01.     (W)   SCALED
 ME0157* NAVD 88 ORTHO HEIGHT -   245.585 (meters)      805.72  (feet) ADJUSTED
 ME0157  ______________________________________________________________________
 ME0157  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 ME0157  DYNAMIC HEIGHT  -        245.483 (meters)      805.39  (feet) COMP
 ME0157  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 ME0157
 ME0157  VERT ORDER      -  SECOND    CLASS 0
 ME0157
 ME0157.The horizontal coordinates were scaled from a map and have
 ME0157.an estimated accuracy of +/- 6 seconds.
 ME0157
 ME0157.The orthometric height was determined by differential leveling and
 ME0157.adjusted by the NATIONAL GEODETIC SURVEY
 ME0157.in June 1991.
 ME0157
 ME0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0157.GEOID18 height accuracy estimate available here.
 ME0157
 ME0157.Click photographs - Photos may exist for this station.
 ME0157
 ME0157.The dynamic height is computed by dividing the NAVD 88
 ME0157.geopotential number by the normal gravity value computed on the
 ME0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0157.degrees latitude (g = 980.6199 gals.).
 ME0157
 ME0157.The modeled gravity was interpolated from observed gravity values.
 ME0157
 ME0157;                    North         East    Units  Estimated Accuracy
 ME0157;SPC IN E     -   681,130.       62,340.      MT  (+/- 180 meters Scaled)
 ME0157
 ME0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738815(NAD 83)
 ME0157
 ME0157                          SUPERSEDED SURVEY CONTROL
 ME0157
 ME0157  NGVD 29 (??/??/92)  245.705  (m)          806.12   (f) ADJ UNCH    2 0
 ME0157
 ME0157.Superseded values are not recommended for survey control.
 ME0157
 ME0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0157.See file dsdata.pdf to determine how the superseded data were derived.
 ME0157
 ME0157_MARKER: DD = SURVEY DISK
 ME0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0157_SP_SET: PIER
 ME0157_STAMPING: MAR 36
 ME0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0157
 ME0157  HISTORY     - Date     Condition        Report By
 ME0157  HISTORY     - UNK      MONUMENTED       INHD
 ME0157  HISTORY     - 1946     GOOD             CGS
 ME0157  HISTORY     - 20110328 MARK NOT FOUND   INDOT
 ME0157
 ME0157                          STATION DESCRIPTION
 ME0157
 ME0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0157'5.9 MI N FROM BOURBON.
 ME0157'ABOUT 5.9 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE
 ME0157'INTERSECTION OF U.S. HIGHWAY 30 AT BOURBON, ABOUT 5.8 MILES
 ME0157'SOUTH OF THE BREMEN STATE BANK AT BREMEN, AT A 75-FOOT CONCRETE
 ME0157'BRIDGE OVER DOUSMAN DITCH, IN THE TOP OF THE NORTHWEST END OF
 ME0157'THE SOUTHWEST PIER, 27.5 FEET NORTH OF THE SOUTH END OF THE
 ME0157'BRIDGE, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 ME0157'ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.
 ME0157
 ME0157                          STATION RECOVERY (2011)
 ME0157
 ME0157'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0157'MARK NOT FOUND AND MOST LIKELY DESTROYED. A NEW STRUCTURE HAS BEEN PUT
 ME0157'IN AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0163 ***********************************************************************
 ME0163  DESIGNATION -  MAR 37
 ME0163  PID         -  ME0163
 ME0163  STATE/COUNTY-  IN/MARSHALL
 ME0163  COUNTRY     -  US
 ME0163  USGS QUAD   -  BREMEN (2019)
 ME0163
 ME0163                         *CURRENT SURVEY CONTROL
 ME0163  ______________________________________________________________________
 ME0163* NAD 83(1986) POSITION- 41 26 47.     (N) 086 08 10.     (W)   SCALED
 ME0163* NAVD 88 ORTHO HEIGHT -   245.720 (meters)      806.17  (feet) ADJUSTED
 ME0163  ______________________________________________________________________
 ME0163  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 ME0163  DYNAMIC HEIGHT  -        245.617 (meters)      805.83  (feet) COMP
 ME0163  MODELED GRAVITY -    980,201.1   (mgal)                       NAVD 88
 ME0163
 ME0163  VERT ORDER      -  SECOND    CLASS 0
 ME0163
 ME0163.The horizontal coordinates were scaled from a map and have
 ME0163.an estimated accuracy of +/- 6 seconds.
 ME0163
 ME0163.The orthometric height was determined by differential leveling and
 ME0163.adjusted by the NATIONAL GEODETIC SURVEY
 ME0163.in June 1991.
 ME0163
 ME0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0163.GEOID18 height accuracy estimate available here.
 ME0163
 ME0163.Click photographs - Photos may exist for this station.
 ME0163
 ME0163.The dynamic height is computed by dividing the NAVD 88
 ME0163.geopotential number by the normal gravity value computed on the
 ME0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0163.degrees latitude (g = 980.6199 gals.).
 ME0163
 ME0163.The modeled gravity was interpolated from observed gravity values.
 ME0163
 ME0163;                    North         East    Units  Estimated Accuracy
 ME0163;SPC IN E     -   688,240.       60,770.      MT  (+/- 180 meters Scaled)
 ME0163
 ME0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL721886(NAD 83)
 ME0163
 ME0163                          SUPERSEDED SURVEY CONTROL
 ME0163
 ME0163  NGVD 29 (??/??/92)  245.838  (m)          806.55   (f) ADJ UNCH    2 0
 ME0163
 ME0163.Superseded values are not recommended for survey control.
 ME0163
 ME0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0163.See file dsdata.pdf to determine how the superseded data were derived.
 ME0163
 ME0163_MARKER: DD = SURVEY DISK
 ME0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0163_SP_SET: PIER
 ME0163_STAMPING: MAR 37
 ME0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0163
 ME0163  HISTORY     - Date     Condition        Report By
 ME0163  HISTORY     - UNK      MONUMENTED       INHD
 ME0163  HISTORY     - 20110328 MARK NOT FOUND   INDOT
 ME0163
 ME0163                          STATION DESCRIPTION
 ME0163
 ME0163'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT UNK
 ME0163'0.5 MI E FROM BREMEN.
 ME0163'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0163'STATE BANK AT BREMEN, ABOUT 0.1 MILE EAST OF THE JUNCTION WITH
 ME0163'U.S. HIGHWAY 6, AT A 100-FOOT CONCRETE BRIDGE OVER MIDDLE FORK
 ME0163'OF YELLOW RIVER, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 ME0163'PIER, 32 FEET WEST OF THE EAST END OF THE BRIDGE, 18 FEET SOUTH
 ME0163'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER
 ME0163'THAN THE HIGHWAY.
 ME0163
 ME0163                          STATION RECOVERY (2011)
 ME0163
 ME0163'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0163'MARK NOT FOUND AND MOST LIKELY DESTROYED. A NEW STRUCTURE HAS BEEN PUT
 ME0163'IN AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0269 ***********************************************************************
 KA0269  DESIGNATION -  MAR G 10
 KA0269  PID         -  KA0269
 KA0269  STATE/COUNTY-  IN/MARION
 KA0269  COUNTRY     -  US
 KA0269  USGS QUAD   -  FISHERS (2019)
 KA0269
 KA0269                         *CURRENT SURVEY CONTROL
 KA0269  ______________________________________________________________________
 KA0269* NAD 83(1986) POSITION- 39 54 37.     (N) 086 06 20.     (W)   SCALED
 KA0269* NAVD 88 ORTHO HEIGHT -   223.380 (meters)      732.87  (feet) ADJUSTED
 KA0269  ______________________________________________________________________
 KA0269  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 KA0269  DYNAMIC HEIGHT  -        223.256 (meters)      732.47  (feet) COMP
 KA0269  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 KA0269
 KA0269  VERT ORDER      -  SECOND    CLASS 0
 KA0269
 KA0269.The horizontal coordinates were scaled from a map and have
 KA0269.an estimated accuracy of +/- 6 seconds.
 KA0269
 KA0269.The orthometric height was determined by differential leveling and
 KA0269.adjusted by the NATIONAL GEODETIC SURVEY
 KA0269.in June 1991.
 KA0269
 KA0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0269.GEOID18 height accuracy estimate available here.
 KA0269
 KA0269.Click photographs - Photos may exist for this station.
 KA0269
 KA0269.The dynamic height is computed by dividing the NAVD 88
 KA0269.geopotential number by the normal gravity value computed on the
 KA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0269.degrees latitude (g = 980.6199 gals.).
 KA0269
 KA0269.The modeled gravity was interpolated from observed gravity values.
 KA0269
 KA0269;                    North         East    Units  Estimated Accuracy
 KA0269;SPC IN E     -   517,650.       62,470.      MT  (+/- 180 meters Scaled)
 KA0269
 KA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK764181(NAD 83)
 KA0269
 KA0269                          SUPERSEDED SURVEY CONTROL
 KA0269
 KA0269  NGVD 29 (??/??/92)  223.507  (m)          733.29   (f) ADJ UNCH    2 0
 KA0269
 KA0269.Superseded values are not recommended for survey control.
 KA0269
 KA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0269.See file dsdata.pdf to determine how the superseded data were derived.
 KA0269
 KA0269_MARKER: DD = SURVEY DISK
 KA0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0269_SP_SET: BRIDGE
 KA0269_STAMPING: MAR G 10
 KA0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0269
 KA0269  HISTORY     - Date     Condition        Report By
 KA0269  HISTORY     - UNK      MONUMENTED       INHD
 KA0269  HISTORY     - 1947     GOOD             CGS
 KA0269  HISTORY     - 20050326 POOR             GEOCAC
 KA0269
 KA0269                          STATION DESCRIPTION
 KA0269
 KA0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0269'1.6 MI SE FROM NORA.
 KA0269'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 534 FROM ITS
 KA0269'INTERSECTION WITH STATE HIGHWAY 431 AT NORA, ABOUT 1.5 MILES
 KA0269'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 37 AT ALLISONVILLE,
 KA0269'SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST END OF THE
 KA0269'FIRST CONCRETE PIER SOUTHEAST OF THE NORTHWEST END OF THE STEEL
 KA0269'BRIDGE OVER THE WEST FORK OF WHITE RIVER, 19 FEET NORTHEAST OF
 KA0269'AND ABOUT 6 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 KA0269
 KA0269                          STATION RECOVERY (2005)
 KA0269
 KA0269'RECOVERY NOTE BY GEOCACHING 2005 (DEB)
 KA0269'MARK HAS FALLEN OUT OF CRUMBLING CONCRETE, FOUND LAYING ON THE GROUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0196 ***********************************************************************
 KA0196  DESIGNATION -  MAR G 18
 KA0196  PID         -  KA0196
 KA0196  STATE/COUNTY-  IN/MARION
 KA0196  COUNTRY     -  US
 KA0196  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0196
 KA0196                         *CURRENT SURVEY CONTROL
 KA0196  ______________________________________________________________________
 KA0196* NAD 83(1986) POSITION- 39 46 26.     (N) 086 00 33.     (W)   SCALED
 KA0196* NAVD 88 ORTHO HEIGHT -   260.075 (meters)      853.26  (feet) POSTED
 KA0196  ______________________________________________________________________
 KA0196  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 KA0196  DYNAMIC HEIGHT  -        259.93  (meters)      852.8   (feet) COMP
 KA0196  MODELED GRAVITY -    980,051.5   (mgal)                       NAVD 88
 KA0196
 KA0196  VERT ORDER      -  * POSTED, SEE BELOW
 KA0196
 KA0196.The horizontal coordinates were scaled from a map and have
 KA0196.an estimated accuracy of +/- 6 seconds.
 KA0196
 KA0196.The orthometric height was determined by differential leveling
 KA0196.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0196
 KA0196.* This is a POSTED BENCH MARK height.
 KA0196
 KA0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0196.GEOID18 height accuracy estimate available here.
 KA0196
 KA0196.Click photographs - Photos may exist for this station.
 KA0196
 KA0196.The dynamic height is computed by dividing the NAVD 88
 KA0196.geopotential number by the normal gravity value computed on the
 KA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0196.degrees latitude (g = 980.6199 gals.).
 KA0196
 KA0196.The modeled gravity was interpolated from observed gravity values.
 KA0196
 KA0196;                    North         East    Units  Estimated Accuracy
 KA0196;SPC IN E     -   502,470.       70,660.      MT  (+/- 180 meters Scaled)
 KA0196
 KA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848031(NAD 83)
 KA0196
 KA0196                          SUPERSEDED SURVEY CONTROL
 KA0196
 KA0196  NGVD 29 (??/??/92)  260.192  (m)          853.65   (f) ADJ UNCH    2 0
 KA0196
 KA0196.Superseded values are not recommended for survey control.
 KA0196
 KA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0196.See file dsdata.pdf to determine how the superseded data were derived.
 KA0196
 KA0196_MARKER: DD = SURVEY DISK
 KA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0196_STAMPING: MAR G 18
 KA0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0196+STABILITY: SURFACE MOTION
 KA0196
 KA0196  HISTORY     - Date     Condition        Report By
 KA0196  HISTORY     - UNK      MONUMENTED       INHD
 KA0196  HISTORY     - 1947     GOOD             CGS
 KA0196  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0196  HISTORY     - 19880730 MARK NOT FOUND   LOCENG
 KA0196
 KA0196                          STATION DESCRIPTION
 KA0196
 KA0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0196'2.8 MI W FROM CUMBERLAND.
 KA0196'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0196'AT CUMBERLAND, AT THE INTERSECTION WITH POST ROAD.  MARK IS 15
 KA0196'FEET NORTHWEST OF B.M. D 243 DESCRIBED ABOVE.  NO COMPLETE
 KA0196'DESCRIPTION OF THIS MARK IS AVAILABLE.  MARK IS SET IN THE TOP
 KA0196'OF A CONCRETE POST PROJECTING ABOUT 18 INCHES.
 KA0196
 KA0196                          STATION RECOVERY (1959)
 KA0196
 KA0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA0196'MARK NOT FOUND.
 KA0196
 KA0196                          STATION RECOVERY (1988)
 KA0196
 KA0196'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0080 ***********************************************************************
 KA0080  DESIGNATION -  MAR G 24
 KA0080  PID         -  KA0080
 KA0080  STATE/COUNTY-  IN/MARION
 KA0080  COUNTRY     -  US
 KA0080  USGS QUAD   -  CARMEL (2019)
 KA0080
 KA0080                         *CURRENT SURVEY CONTROL
 KA0080  ______________________________________________________________________
 KA0080* NAD 83(1986) POSITION- 39 54 41.35   (N) 086 13 22.76   (W)   HD_HELD1
 KA0080* NAVD 88 ORTHO HEIGHT -   261.867 (meters)      859.14  (feet) ADJUSTED
 KA0080  ______________________________________________________________________
 KA0080  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 KA0080  DYNAMIC HEIGHT  -        261.722 (meters)      858.67  (feet) COMP
 KA0080  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 KA0080
 KA0080  VERT ORDER      -  SECOND    CLASS 0
 KA0080
 KA0080.The horizontal coordinates were determined by differentially corrected
 KA0080.hand held GPS observations or other comparable positioning techniques
 KA0080.and have an estimated accuracy of +/- 3 meters.
 KA0080
 KA0080.The orthometric height was determined by differential leveling and
 KA0080.adjusted by the NATIONAL GEODETIC SURVEY
 KA0080.in June 1991.
 KA0080
 KA0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0080.GEOID18 height accuracy estimate available here.
 KA0080
 KA0080.Click photographs - Photos may exist for this station.
 KA0080
 KA0080.The dynamic height is computed by dividing the NAVD 88
 KA0080.geopotential number by the normal gravity value computed on the
 KA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0080.degrees latitude (g = 980.6199 gals.).
 KA0080
 KA0080.The modeled gravity was interpolated from observed gravity values.
 KA0080
 KA0080;                    North         East    Units  Estimated Accuracy
 KA0080;SPC IN E     -   517,838.1      52,433.7     MT  (+/- 3 meters HH1 GPS) 
 KA0080
 KA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6641118222(NAD 83)
 KA0080
 KA0080                          SUPERSEDED SURVEY CONTROL
 KA0080
 KA0080  NGVD 29 (??/??/??)  262.28   (m)          860.5    (f) RESET       3  
 KA0080
 KA0080.Superseded values are not recommended for survey control.
 KA0080
 KA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0080.See file dsdata.pdf to determine how the superseded data were derived.
 KA0080
 KA0080_MARKER: DB = BENCH MARK DISK
 KA0080_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA0080_STAMPING: MAR G 24
 KA0080_MARK LOGO: INHD
 KA0080_PROJECTION: FLUSH
 KA0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0080+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 KA0080
 KA0080  HISTORY     - Date     Condition        Report By
 KA0080  HISTORY     - UNK      MONUMENTED       INHD
 KA0080  HISTORY     - 1950     GOOD             CGS
 KA0080  HISTORY     - 1973     GOOD             NGS
 KA0080  HISTORY     - 1988     POOR             USPSQD
 KA0080  HISTORY     - 20040316 GOOD             SURVFI
 KA0080  HISTORY     - 20110505 GOOD             JCLS
 KA0080
 KA0080                          STATION DESCRIPTION
 KA0080
 KA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KA0080'2 MI NW FROM AUGUSTA.
 KA0080'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KA0080'OF 71ST STREET AT AUGUSTA, MARION COUNTY, AT THE INTERSECTION
 KA0080'OF 86TH STREET (STATE HIGHWAY 100), 93 FEET SOUTHWEST OF THE
 KA0080'CENTERLINE OF STATE HIGHWAY 29, AND 60 FEET SOUTH OF THE CENTERLINE
 KA0080'OF STATE HIGHWAY 100.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD
 KA0080'DISK, STAMPED MAR G 24 AND SET IN THE TOP OF A CONCRETE POST.
 KA0080
 KA0080                          STATION RECOVERY (1973)
 KA0080
 KA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0080'RECOVERED IN GOOD CONDITION.
 KA0080
 KA0080                          STATION RECOVERY (1988)
 KA0080
 KA0080'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJH)
 KA0080'MARK RECOVERED IN POOR CONDITION.
 KA0080
 KA0080                          STATION RECOVERY (2004)
 KA0080
 KA0080'RECOVERY NOTE BY SURVEY FIRST LLC 2004 (RGC)
 KA0080'RECOVERED IN GOOD CONDITION.
 KA0080
 KA0080                          STATION RECOVERY (2011)
 KA0080
 KA0080'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0065 ***********************************************************************
 KA0065  DESIGNATION -  MAR G 27
 KA0065  PID         -  KA0065
 KA0065  STATE/COUNTY-  IN/MARION
 KA0065  COUNTRY     -  US
 KA0065  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0065
 KA0065                         *CURRENT SURVEY CONTROL
 KA0065  ______________________________________________________________________
 KA0065* NAD 83(1986) POSITION- 39 47 19.     (N) 086 11 56.     (W)   SCALED
 KA0065* NAVD 88 ORTHO HEIGHT -   217.23  (+/-2cm)      712.7   (feet) VERTCON3
 KA0065  ______________________________________________________________________
 KA0065  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 KA0065  VERT ORDER      -  THIRD (See Below)
 KA0065
 KA0065.The horizontal coordinates were scaled from a map and have
 KA0065.an estimated accuracy of +/- 6 seconds.
 KA0065
 KA0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0065
 KA0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0065.GEOID18 height accuracy estimate available here.
 KA0065
 KA0065.The vertical order pertains to the NGVD 29 superseded value.
 KA0065
 KA0065.Click photographs - Photos may exist for this station.
 KA0065
 KA0065;                    North         East    Units  Estimated Accuracy
 KA0065;SPC IN E     -   504,180.       54,410.      MT  (+/- 180 meters Scaled)
 KA0065
 KA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK685046(NAD 83)
 KA0065
 KA0065                          SUPERSEDED SURVEY CONTROL
 KA0065
 KA0065  NGVD 29 (??/??/??)  217.36   (m)          713.1    (f) RESET       3  
 KA0065
 KA0065.Superseded values are not recommended for survey control.
 KA0065
 KA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0065.See file dsdata.pdf to determine how the superseded data were derived.
 KA0065
 KA0065_MARKER: DB = BENCH MARK DISK
 KA0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0065_SP_SET: BRIDGE
 KA0065_STAMPING: MAR G 27
 KA0065_MARK LOGO: INHD
 KA0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0065
 KA0065  HISTORY     - Date     Condition        Report By
 KA0065  HISTORY     - 1952     MONUMENTED       INHD
 KA0065  HISTORY     - 19960711 GOOD             USPSQD
 KA0065
 KA0065                          STATION DESCRIPTION
 KA0065
 KA0065'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1952
 KA0065'NEAR INDIANAPOLIS.
 KA0065'AT INDIANAPOLIS, MARION COUNTY, ON U.S. HIGHWAY 52, AT THE WEST
 KA0065'SIXTEENTH STREET BRIDGE OVER WHITE RIVER, AND IN THE WEST END OF
 KA0065'THE NORTH SIDEWALK.  AN INDIANA HIGHWAY COMMISSION STANDARD DISK,
 KA0065'STAMPED MAR G 27.
 KA0065
 KA0065                          STATION RECOVERY (1996)
 KA0065
 KA0065'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0129 ***********************************************************************
 KA0129  DESIGNATION -  MAR G 28
 KA0129  PID         -  KA0129
 KA0129  STATE/COUNTY-  IN/MARION
 KA0129  COUNTRY     -  US
 KA0129  USGS QUAD   -  MAYWOOD (2019)
 KA0129
 KA0129                         *CURRENT SURVEY CONTROL
 KA0129  ______________________________________________________________________
 KA0129* NAD 83(1986) POSITION- 39 44 51.     (N) 086 10 59.     (W)   SCALED
 KA0129* NAVD 88 ORTHO HEIGHT -   211.433 (meters)      693.68  (feet) ADJUSTED
 KA0129  ______________________________________________________________________
 KA0129  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 KA0129  DYNAMIC HEIGHT  -        211.317 (meters)      693.30  (feet) COMP
 KA0129  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 KA0129
 KA0129  VERT ORDER      -  SECOND    CLASS 0
 KA0129
 KA0129.The horizontal coordinates were scaled from a map and have
 KA0129.an estimated accuracy of +/- 6 seconds.
 KA0129
 KA0129.The orthometric height was determined by differential leveling and
 KA0129.adjusted by the NATIONAL GEODETIC SURVEY
 KA0129.in June 1991.
 KA0129
 KA0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0129.GEOID18 height accuracy estimate available here.
 KA0129
 KA0129.Click photographs - Photos may exist for this station.
 KA0129
 KA0129.The dynamic height is computed by dividing the NAVD 88
 KA0129.geopotential number by the normal gravity value computed on the
 KA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0129.degrees latitude (g = 980.6199 gals.).
 KA0129
 KA0129.The modeled gravity was interpolated from observed gravity values.
 KA0129
 KA0129;                    North         East    Units  Estimated Accuracy
 KA0129;SPC IN E     -   499,610.       55,740.      MT  (+/- 180 meters Scaled)
 KA0129
 KA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK699000(NAD 83)
 KA0129
 KA0129                          SUPERSEDED SURVEY CONTROL
 KA0129
 KA0129  NGVD 29 (??/??/92)  211.57   (m)          694.1    (f) COMPUTED    2 0
 KA0129
 KA0129.Superseded values are not recommended for survey control.
 KA0129
 KA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0129.See file dsdata.pdf to determine how the superseded data were derived.
 KA0129
 KA0129_MARKER: DD = SURVEY DISK
 KA0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0129_SP_SET: UNDERPASS
 KA0129_STAMPING: MAR G 28
 KA0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0129+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 KA0129
 KA0129  HISTORY     - Date     Condition        Report By
 KA0129  HISTORY     - UNK      MONUMENTED       INHD
 KA0129  HISTORY     - 1950     GOOD             CGS
 KA0129  HISTORY     - 20070508 GOOD             INDIV
 KA0129
 KA0129                          STATION DESCRIPTION
 KA0129
 KA0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KA0129'AT INDIANAPOLIS.
 KA0129'AT INDIANAPOLIS, MARION COUNTY, ON KENTUCKY AVENUE (STATE HIGHWAY
 KA0129'67), AT THE INDIANAPOLIS UNION RAILROAD UNDERPASS, AND IN THE TOP
 KA0129'OF THE WEST WING WALL.  AN INDIANA STATE HIGHWAY COMMISSION
 KA0129'STANDARD DISK, STAMPED MAR G 28.
 KA0129
 KA0129                          STATION RECOVERY (2007)
 KA0129
 KA0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJM)
 KA0129'DISK RECOVERED AT TOP OF WINGWALL APPROXIMATELY 25' ABOVE GROUND
 KA0129'LEVEL.
 KA0129'THE ORIGINAL S KENTUCKY AVE. NOW RUNS THROUGH THE PRIVATE PROPERTY OF
 KA0129'ELI LILLY.  PUBLIC ACCESS TO THE PROPERTY IS NOT AVAILABLE, THOUGH
 KA0129'ACCESS IS POSSIBLE THROUGH THE SOUTH ENTRANCE OFF OF RAYMOND ST., VIA
 KA0129'A GUARD SHACK.  CONTINUE NORTH ALONG MAIN ROAD UNTIL IT BENDS TO THE
 KA0129'WEST.  THERE IS A 'Y' IN THE RAILROAD TO THE NORTH, AND THE BENCHMARK
 KA0129'IS IN THE SOUTHERN PORTION OF THE 'Y', AT THE TOP OF THE WEST
 KA0129'WINGWALL.
 KA0129'BE AWARE THAT A CHAIN LINK FENCE HAS BEEN SET ALONG THE WINGWALL, AND
 KA0129'THE CLIMB UP TO THE MARK CAN BE A LITTLE HAZARDOUS.
 KA0129'DUE TO THE ELEVATION, AND THE TERRAIN, REFERENCES ARE NOT AVAILABLE AT
 KA0129'THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0143 ***********************************************************************
 KA0143  DESIGNATION -  MAR G 37
 KA0143  PID         -  KA0143
 KA0143  STATE/COUNTY-  IN/MARION
 KA0143  COUNTRY     -  US
 KA0143  USGS QUAD   -  BRIDGEPORT (2019)
 KA0143
 KA0143                         *CURRENT SURVEY CONTROL
 KA0143  ______________________________________________________________________
 KA0143* NAD 83(1986) POSITION- 39 41 50.     (N) 086 16 00.     (W)   SCALED
 KA0143* NAVD 88 ORTHO HEIGHT -   229.57  (+/-2cm)      753.2   (feet) VERTCON3
 KA0143  ______________________________________________________________________
 KA0143  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 KA0143  VERT ORDER      -  THIRD (See Below)
 KA0143
 KA0143.The horizontal coordinates were scaled from a map and have
 KA0143.an estimated accuracy of +/- 6 seconds.
 KA0143
 KA0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0143
 KA0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0143.GEOID18 height accuracy estimate available here.
 KA0143
 KA0143.The vertical order pertains to the NGVD 29 superseded value.
 KA0143
 KA0143.Click photographs - Photos may exist for this station.
 KA0143
 KA0143;                    North         East    Units  Estimated Accuracy
 KA0143;SPC IN E     -   494,070.       48,540.      MT  (+/- 180 meters Scaled)
 KA0143
 KA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ628944(NAD 83)
 KA0143
 KA0143                          SUPERSEDED SURVEY CONTROL
 KA0143
 KA0143  NGVD 29 (??/??/??)  229.70   (m)          753.6    (f) RESET       3  
 KA0143
 KA0143.Superseded values are not recommended for survey control.
 KA0143
 KA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0143.See file dsdata.pdf to determine how the superseded data were derived.
 KA0143
 KA0143_MARKER: DD = SURVEY DISK
 KA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0143_STAMPING: MAR G 37
 KA0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0143+STABILITY: SURFACE MOTION
 KA0143
 KA0143  HISTORY     - Date     Condition        Report By
 KA0143  HISTORY     - 1954     MONUMENTED       INHD
 KA0143
 KA0143                          STATION DESCRIPTION
 KA0143
 KA0143'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1954
 KA0143'AT VALLEY MILLS.
 KA0143'AT VALLEY MILLS, MARION COUNTY, 1,200 FEET NORTHEAST OF THE
 KA0143'INTERSECTION OF HIGH SCHOOL ROAD AND STATE HIGHWAY 67, 40 FEET
 KA0143'NORTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY, AND 10 FEET
 KA0143'NORTHWEST OF A RIGHT-OF-WAY MARKER.  AN INDIANA STATE HIGHWAY
 KA0143'COMMISSION STANDARD DISK, STAMPED MAR G 37 AND SET IN THE TOP OF A
 KA0143'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2035 ***********************************************************************
 HZ2035  DESIGNATION -  MARBLE
 HZ2035  PID         -  HZ2035
 HZ2035  STATE/COUNTY-  IN/JEFFERSON
 HZ2035  COUNTRY     -  US
 HZ2035  USGS QUAD   -  BETHLEHEM (2019)
 HZ2035
 HZ2035                         *CURRENT SURVEY CONTROL
 HZ2035  ______________________________________________________________________
 HZ2035* NAD 83(1997) POSITION- 38 35 29.07916(N) 085 26 40.78050(W)   ADJUSTED
 HZ2035* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 HZ2035  ______________________________________________________________________
 HZ2035  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 HZ2035  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 HZ2035  HORZ ORDER      -  SECOND
 HZ2035
 HZ2035.The horizontal coordinates were established by classical geodetic methods
 HZ2035.and adjusted by the National Geodetic Survey in May 1999.
 HZ2035
 HZ2035.The orthometric height was scaled from a topographic map.
 HZ2035
 HZ2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2035.GEOID18 height accuracy estimate available here.
 HZ2035
 HZ2035.Click photographs - Photos may exist for this station.
 HZ2035
 HZ2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2035
 HZ2035. The following values were computed from the NAD 83(1997) position.
 HZ2035
 HZ2035;                    North         East     Units Scale Factor Converg.
 HZ2035;SPC IN E     -   371,163.050   119,341.012   MT  0.99997127   +0 08 18.5
 HZ2035;SPC IN E     - 1,217,724.11    391,537.97   sFT  0.99997127   +0 08 18.5
 HZ2035;SPC KY1Z     - 1,250,658.083 1,526,601.340   MT  0.99998273   +0 11 14.9
 HZ2035;SPC KY1Z     - 4,103,200.73  5,008,524.56   sFT  0.99998273   +0 11 14.9
 HZ2035;SPC KY N     -   121,819.161   395,924.858   MT  0.99996442   -0 44 35.4
 HZ2035;SPC KY N     -   399,668.36  1,298,963.47   sFT  0.99996442   -0 44 35.4
 HZ2035;UTM  16      - 4,272,583.549   635,454.384   MT  0.99982595   +0 58 13.1
 HZ2035
 HZ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2035!SPC IN E     -   0.99996657  x   0.99997127  =   0.99993784
 HZ2035!SPC KY1Z     -   0.99996657  x   0.99998273  =   0.99994930
 HZ2035!SPC KY N     -   0.99996657  x   0.99996442  =   0.99993099
 HZ2035!UTM  16      -   0.99996657  x   0.99982595  =   0.99979253
 HZ2035
 HZ2035:                Primary Azimuth Mark                     Grid Az
 HZ2035:SPC IN E     -  MARBLE AZ MK 2                           326 00 26.5
 HZ2035:SPC KY1Z     -  MARBLE AZ MK 2                           325 57 30.1
 HZ2035:SPC KY N     -  MARBLE AZ MK 2                           326 53 20.4
 HZ2035:UTM  16      -  MARBLE AZ MK 2                           325 10 31.9
 HZ2035
 HZ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3545472583(NAD 83)
 HZ2035
 HZ2035|---------------------------------------------------------------------|
 HZ2035| PID    Reference Object                     Distance      Geod. Az  |
 HZ2035|                                                           dddmmss.s |
 HZ2035| CG8908 MARBLE RM 1                          39.411 METERS 09548     |
 HZ2035| CG8909 MARBLE RM 2                          34.537 METERS 15113     |
 HZ2035| CG8910 MARBLE RM 3                           4.621 METERS 20011     |
 HZ2035| CG8907 MARBLE AZ MK 2                                     3260845.0 |
 HZ2035| CG8906 MARBLE AZ MK                                       3274432.2 |
 HZ2035|---------------------------------------------------------------------|
 HZ2035
 HZ2035                          SUPERSEDED SURVEY CONTROL
 HZ2035
 HZ2035  NAD 83(1995)-  38 35 29.07919(N)    085 26 40.77986(W) AD(       ) 2
 HZ2035  NAD 83(1993)-  38 35 29.07922(N)    085 26 40.77999(W) AD(       ) 2
 HZ2035  NAD 83(1986)-  38 35 29.08160(N)    085 26 40.78687(W) AD(       ) 2
 HZ2035  NAD 27      -  38 35 28.86000(N)    085 26 40.93700(W) AD(       ) 2
 HZ2035
 HZ2035.Superseded values are not recommended for survey control.
 HZ2035
 HZ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2035.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2035
 HZ2035_MARKER: DS = TRIANGULATION STATION DISK
 HZ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2035_STAMPING: MARBLE 1947
 HZ2035_MARK LOGO: CGS
 HZ2035_PROJECTION: RECESSED 25 CENTIMETERS
 HZ2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2035+STABILITY: SURFACE MOTION
 HZ2035
 HZ2035  HISTORY     - Date     Condition        Report By
 HZ2035  HISTORY     - 1947     MONUMENTED       CGS
 HZ2035  HISTORY     - 1963     GOOD             AEROS
 HZ2035  HISTORY     - 1974     GOOD             BRADY
 HZ2035  HISTORY     - 1976     GOOD             NGS
 HZ2035
 HZ2035                          STATION DESCRIPTION
 HZ2035
 HZ2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2035'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF MARBLE HILL, WHICH
 HZ2035'IS ABOUT 8-1/3 MILES SOUTH-SOUTHEAST OF HANOVER, ON PROPERTY
 HZ2035'OWNED BY MR. STANLEY HUTTSEL. IT IS 64 FEET WEST NORTHWEST OF AN
 HZ2035'ABANDONED BRICK BUILDING, AND 15 FEET EAST OF A CULTIVATED
 HZ2035'FIELD. THE MARK IS 10 INCHES UNDERGROUND, AND THE DISK IS STAMPED
 HZ2035'MARBLE 1947.
 HZ2035'
 HZ2035'REFERENCE MARK NO. 1 IS 129.26 FEET EAST OF THE STATION, AND 1 FOOT
 HZ2035'NORTH OF THE NORTH EDGE OF THE ABANDONED BRICK BUILDING. THE
 HZ2035'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED MARBLE NO 1 1947.
 HZ2035'
 HZ2035'REFERENCE MARK NO. 2 IS 113.31 FEET SOUTHEAST OF THE STATION, 51 FEET
 HZ2035'SOUTH OF THE SOUTHWEST CORNER OF THE ABANDONED BRICK BUILDING, 30
 HZ2035'FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF A FENCE. THE MARK
 HZ2035'PROJECTS 4 INCHES, AND THE DISK IS STAMPED MARBLE NO 2 1947.
 HZ2035'
 HZ2035'THE AZIMUTH MARK IS 0.20 MILE NORTHWEST OF THE STATION, 14 FEET
 HZ2035'NORTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 10 FEET
 HZ2035'EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE. THE MARK
 HZ2035'PROJECTS 5 INCHES, AND THE DISK IS STAMPED MARBLE 1947.
 HZ2035'
 HZ2035'TO REACH THE STATION FROM THE POST OFFICE IN HANOVER, GO WEST ON MAIN
 HZ2035'STREET FOR 0.3 MILE TO A CROSSROAD, TURN LEFT HERE AND GO 5.2
 HZ2035'MILE TO A CROSSROAD IN SALUDA, CONTINUE STRAIGHT AHEAD FOR 2.2 MILES
 HZ2035'TO A T-ROAD IN PAYNESVILLE, TURN LEFT HERE AND GO 0.5 MILE TO
 HZ2035'A T-ROAD, TURN RIGHT ON THE BLACK TOP ROAD AND GO 0.8 MILE TO ANOTHER
 HZ2035'T-ROAD AND FARM HOUSE ON RIGHT, TURN LEFT AND GO 1 MILE TO
 HZ2035'ANOTHER T-ROAD, TURN RIGHT, FOLLOWING THE BLACK TOP ROAD, AND GO 1.5
 HZ2035'MILES TO A GROCERY STORE ON THE LEFT AND A CROSSROAD, TURN LEFT ON
 HZ2035'A GRAVEL ROAD AND GO 1.2 MILES TO THE AZIMUTH MARK ON THE
 HZ2035'LEFT, CONTINUE ON THE GRAVEL ROAD FOR 0.15 MILE TO A T-ROAD, TURN
 HZ2035'RIGHT HERE AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 HZ2035'
 HZ2035'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2035
 HZ2035                          STATION RECOVERY (1963)
 HZ2035
 HZ2035'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2035'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  STATION IS NOW
 HZ2035'15 INCHES BELOW SURFACE AND WILD CHERRY TREES HAVE GROWN UP AROUND
 HZ2035'IT.
 HZ2035
 HZ2035                          STATION RECOVERY (1974)
 HZ2035
 HZ2035'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 HZ2035'MARBLE 1947 RECOVERED GOOD.
 HZ2035'
 HZ2035'MARBLE 1947 (AZIM) RECOVERED GOOD.
 HZ2035'
 HZ2035'MARBLE NO 1 1947 RECOVERED GOOD.
 HZ2035'
 HZ2035'MARBLE NO 2 1947 RECOVERED GOOD.
 HZ2035'
 HZ2035'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MARBLE HILL.
 HZ2035
 HZ2035                          STATION RECOVERY (1976)
 HZ2035
 HZ2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2035'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND IN
 HZ2035'GOOD CONDITION.  THE AZIMUTH MARK WAS IN WAY OF ROAD CONSTRUCTION
 HZ2035'AND A NEW AZIMUTH MARK WAS SET.  THE 1947 AZIMUTH MARK WAS LEFT
 HZ2035'INTACT AFTER SETTING THE NEW MARK.  REFERENCE MARK 2 WAS
 HZ2035'OBSTRUCTED BY A TREE AND A NEW REFERENCE MARK 3 WAS SET.  DUE TO
 HZ2035'ROAD CHANGES A NEW DESCRIPTION.  THE STATION IS ABOUT 10 MILES
 HZ2035'SOUTH OF MADISON, 6 MILES SOUTHEAST OF CHELSEA AND ON PROPERTY OF
 HZ2035'MR. STANLEY HUTTSEL WHO IS THE OWNER OF THE MARBLE HILL FARMS AND
 HZ2035'RESIDES AT THE STATION SITE.  IT IS 64 FEET NORTHWEST OF THE
 HZ2035'NORTHWEST CORNER OF A LARGE BRICK BUILDING, 15 FEET NORTH OF A
 HZ2035'FENCE LINE, 9 FEET NORTH OF A 14-INCH TWIN TRUNK WILD CHERRY TREE
 HZ2035'WITH A SURVEY SIGN ATTACHED AND AT THE SOUTH EDGE OF A CULTIVATED
 HZ2035'FIELD.  THE MONUMENT IS 10-INCHES UNDERGROUND AND THE DISK
 HZ2035'STAMPED MARBLE 1947.
 HZ2035'
 HZ2035'REFERENCE MARK 1 IS 36 FEET SOUTH OF THE CENTERLINE OF A FARM ROAD,
 HZ2035'34 FEET WEST OF THE NORTHEAST CORNER OF THE BRICK BUILDING AND
 HZ2035'1-FOOT NORTH OF THE NORTH FACE OF THE BUILDING.  THE MONUMENT
 HZ2035'PROJECTS 6 INCHES AND THE DISK STAMPED MARBLE NO 1 1947.
 HZ2035'
 HZ2035'REFERENCE MARK 2 IS 42 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HZ2035'BRICK BUILDING, 21 FEET WEST OF NORTHWEST CORNER OF SMOKEHOUSE AND
 HZ2035'20 FEET EAST OF A 10-INCH TWIN TRUNK TREE.  THE MONUMENT PROJECTS 4
 HZ2035'INCHES AND THE DISK STAMPED MARBLE NO 2 1947.
 HZ2035'
 HZ2035'REFERENCE MARK 3 IS 68 FEET WEST OF THE NORTHWEST CORNER OF
 HZ2035'BUILDING, 11 FEET SOUTHWEST OF THE TWIN TRUNK CHERRY TREE AND 1 FOOT
 HZ2035'NORTH OF THE FENCE.  THE MARK IS A STANDARD ALUMINUM MARK WITH
 HZ2035'3-MAGNETS ATTACHED.  THE DISK IS STAMPED MARBLE 1947 NO 3 1976.
 HZ2035'
 HZ2035'TO REACH FROM THE CROSSROADS IN CHELSEA, GO SOUTH ON STATE HIGHWAY 62
 HZ2035'FOR 2 MILES TO A CROSSROAD, GO EAST ON JACKSON ROAD FOR 2.3 MILES TO
 HZ2035'WHERE MAIN ROAD GOES SOUTH, GO SOUTH AND EAST ON MAIN TRAVELED ROAD
 HZ2035'FOR 2.65 MILES TO A CROSSROADS AT THE ELIZABETH BAPTIST CHURCH.
 HZ2035'TURN LEFT GO EAST FOR 1.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2035'CONTINUE EAST AND SOUTH ON THE ROAD FOR 0.25 MILE TO A LARGE RED
 HZ2035'BRICK BUILDING AND THE STATION RIGHT AS DESCRIBED.
 HZ2035'
 HZ2035'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21
 HZ2035'FEET SOUTH OF A FENCELINE, 1 FOOT EAST OF A FENCELINE AND 1 FOOT
 HZ2035'NORTH OF A METAL WITNESS POST.  THE MONUMENT IS 1-INCH BELOW THE
 HZ2035'SURFACE AND THE DISK STAMPED MARBLE 1976.
 HZ2035'
 HZ2035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTH
 HZ2035'MADISON.
 HZ2035'
 HZ2035'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2434 ***********************************************************************
 LB2434  DESIGNATION -  MARCHAL
 LB2434  PID         -  LB2434
 LB2434  STATE/COUNTY-  IN/CASS
 LB2434  COUNTRY     -  US
 LB2434  USGS QUAD   -  LUCERNE (2019)
 LB2434
 LB2434                         *CURRENT SURVEY CONTROL
 LB2434  ______________________________________________________________________
 LB2434* NAD 83(1997) POSITION- 40 49 12.86445(N) 086 22 33.83401(W)   ADJUSTED
 LB2434* NAVD 88 ORTHO HEIGHT -   228.93  (+/-2cm)      751.1   (feet) VERTCON3
 LB2434  ______________________________________________________________________
 LB2434  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 LB2434  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LB2434  HORZ ORDER      -  SECOND
 LB2434  VERT ORDER      -  THIRD ? (See Below)
 LB2434
 LB2434.The horizontal coordinates were established by classical geodetic methods
 LB2434.and adjusted by the National Geodetic Survey in May 1999.
 LB2434
 LB2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2434
 LB2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2434.GEOID18 height accuracy estimate available here.
 LB2434
 LB2434.The vertical order pertains to the NGVD 29 superseded value.
 LB2434
 LB2434.Click photographs - Photos may exist for this station.
 LB2434
 LB2434.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2434
 LB2434. The following values were computed from the NAD 83(1997) position.
 LB2434
 LB2434;                    North         East     Units Scale Factor Converg.
 LB2434;SPC IN E     -   618,838.324    40,154.547   MT  1.00001073   -0 27 49.5
 LB2434;SPC IN E     - 2,030,305.40    131,740.38   sFT  1.00001073   -0 27 49.5
 LB2434;SPC IN W     -   618,836.872   959,665.763   MT  1.00001047   +0 27 44.4
 LB2434;SPC IN W     - 2,030,300.64  3,148,503.42   sFT  1.00001047   +0 27 44.4
 LB2434;UTM  16      - 4,518,989.601   552,616.347   MT  0.99963407   +0 24 28.3
 LB2434
 LB2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2434!SPC IN E     -   0.99996942  x   1.00001073  =   0.99998015
 LB2434!SPC IN W     -   0.99996942  x   1.00001047  =   0.99997989
 LB2434!UTM  16      -   0.99996942  x   0.99963407  =   0.99960350
 LB2434
 LB2434:                Primary Azimuth Mark                     Grid Az
 LB2434:SPC IN E     -  MARION                                   147 40 31.0
 LB2434:SPC IN W     -  MARION                                   146 44 57.1
 LB2434:UTM  16      -  MARION                                   146 48 13.2
 LB2434
 LB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5261618989(NAD 83)
 LB2434
 LB2434|---------------------------------------------------------------------|
 LB2434| PID    Reference Object                     Distance      Geod. Az  |
 LB2434|                                                           dddmmss.s |
 LB2434| LB2429 MARION                              APPROX. 2.6 KM 1471241.5 |
 LB2434| CC8866 MARCHAL RM                           12.140 METERS 31709     |
 LB2434|---------------------------------------------------------------------|
 LB2434
 LB2434                          SUPERSEDED SURVEY CONTROL
 LB2434
 LB2434  NAD 83(1986)-  40 49 12.87024(N)    086 22 33.84628(W) AD(       ) 2
 LB2434  NAD 27      -  40 49 12.71410(N)    086 22 33.84590(W) AD(       ) 2
 LB2434  USSD        -  40 49 12.73900(N)    086 22 33.69600(W) AD(       ) 3
 LB2434  NGVD 29             229.04   (m)          751.4    (f) LEVELING    3  
 LB2434
 LB2434.Superseded values are not recommended for survey control.
 LB2434
 LB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2434.See file dsdata.pdf to determine how the superseded data were derived.
 LB2434
 LB2434_MARKER: DS = TRIANGULATION STATION DISK
 LB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2434_STAMPING: MARCHAL 1920
 LB2434_MARK LOGO: CGS
 LB2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2434+STABILITY: SURFACE MOTION
 LB2434
 LB2434  HISTORY     - Date     Condition        Report By
 LB2434  HISTORY     - 1920     MONUMENTED       CGS
 LB2434  HISTORY     - 1944     GOOD             CGS
 LB2434
 LB2434                          STATION DESCRIPTION
 LB2434
 LB2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2434'SIX MILES N OF LOGANSPORT, ON THE W SIDE OF THE TRACK, ABOUT
 LB2434'275 YARDS N OF THE ROAD CROSSING, 500 YARDS S OF MILEPOST
 LB2434'T. H. 121, ALSO ON TOP OF A DEEP CUT, 7.905 METERS (25.94 FEET)
 LB2434'W OF THE W AND NEAREST RAIL.  THE STATION, UNDERGROUND, AND
 LB2434'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB2434'DESCRIBED.  THE REFERENCE MARK IS 12.140 METERS (39.83 FEET)
 LB2434'FROM THE STATION N 42 DEG 51 MIN W.
 LB2434
 LB2434                          STATION RECOVERY (1944)
 LB2434
 LB2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WB)
 LB2434'DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.  A NEW
 LB2434'DESCRIPTION FOLLOWS--THE STATION IS REACHED FROM LOGANSPORT VIA
 LB2434'STATE ROUTE NO. 17, NORTH FOR 5 MILES TO RAILROAD CROSSING.  THE
 LB2434'STATION IS 275 YARDS NW OF THIS INTERSECTION.  IT IS ON THE FIRST
 LB2434'DEEP CUT, 7.9 METERS SW OF W RAIL, AND 12.6 METERS N OF A FENCE
 LB2434'CORNER.  THE REFERENCE MARK IS 12.14 METERS FROM THE STATION
 LB2434'AND IS 4.0 METERS NE OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1808 ***********************************************************************
 JA1808  DESIGNATION -  MARCHAND
 JA1808  PID         -  JA1808
 JA1808  STATE/COUNTY-  IN/PERRY
 JA1808  COUNTRY     -  US
 JA1808  USGS QUAD   -  DERBY (2019)
 JA1808
 JA1808                         *CURRENT SURVEY CONTROL
 JA1808  ______________________________________________________________________
 JA1808* NAD 83(1997) POSITION- 38 04 16.36258(N) 086 36 25.69499(W)   ADJUSTED
 JA1808* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 JA1808  ______________________________________________________________________
 JA1808  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 JA1808  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 JA1808  HORZ ORDER      -  FIRST
 JA1808
 JA1808.The horizontal coordinates were established by classical geodetic methods
 JA1808.and adjusted by the National Geodetic Survey in May 1999.
 JA1808
 JA1808.The orthometric height was scaled from a topographic map.
 JA1808
 JA1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1808.GEOID18 height accuracy estimate available here.
 JA1808
 JA1808.Click photographs - Photos may exist for this station.
 JA1808
 JA1808.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1808
 JA1808. The following values were computed from the NAD 83(1997) position.
 JA1808
 JA1808;                    North         East     Units Scale Factor Converg.
 JA1808;SPC IN W     -   313,505.146   941,783.698   MT  0.99998816   +0 17 37.1
 JA1808;SPC IN W     - 1,028,558.13  3,089,835.35   sFT  0.99998816   +0 17 37.1
 JA1808;SPC KY1Z     - 1,193,219.878 1,424,796.136   MT  0.99991070   -0 31 34.5
 JA1808;SPC KY1Z     - 3,914,755.55  4,674,518.66   sFT  0.99991070   -0 31 34.5
 JA1808;SPC KY S     -   693,210.811   424,787.283   MT  1.00002807   -0 31 11.4
 JA1808;SPC KY S     - 2,274,309.14  1,393,656.28   sFT  1.00002807   -0 31 11.4
 JA1808;UTM  16      - 4,213,789.018   534,458.963   MT  0.99961462   +0 14 32.1
 JA1808
 JA1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1808!SPC IN W     -   0.99996511  x   0.99998816  =   0.99995327
 JA1808!SPC KY1Z     -   0.99996511  x   0.99991070  =   0.99987581
 JA1808!SPC KY S     -   0.99996511  x   1.00002807  =   0.99999318
 JA1808!UTM  16      -   0.99996511  x   0.99961462  =   0.99957974
 JA1808
 JA1808:                Primary Azimuth Mark                     Grid Az
 JA1808:SPC IN W     -  MARCHAND AZ MK                           263 26 41.9
 JA1808:SPC KY1Z     -  MARCHAND AZ MK                           264 15 53.5
 JA1808:SPC KY S     -  MARCHAND AZ MK                           264 15 30.4
 JA1808:UTM  16      -  MARCHAND AZ MK                           263 29 46.9
 JA1808
 JA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3445813789(NAD 83)
 JA1808
 JA1808|---------------------------------------------------------------------|
 JA1808| PID    Reference Object                     Distance      Geod. Az  |
 JA1808|                                                           dddmmss.s |
 JA1808| JA1807 LEOPOLD ST AUGUSTINUS CATH CH       APPROX. 4.1 KM 0322148.8 |
 JA1808| CG8912 MARCHAND RM 1                        27.629 METERS 23707     |
 JA1808| CG8911 MARCHAND AZ MK                                     2634419.0 |
 JA1808| JA1810 MARCHAND LOOKOUT TOWER               13.899 METERS 30114     |
 JA1808| CG8913 MARCHAND RM 2                        26.670 METERS 35229     |
 JA1808|---------------------------------------------------------------------|
 JA1808
 JA1808                          SUPERSEDED SURVEY CONTROL
 JA1808
 JA1808  NAD 83(1993)-  38 04 16.36426(N)    086 36 25.69581(W) AD(       ) 1
 JA1808  NAD 83(1986)-  38 04 16.36960(N)    086 36 25.69932(W) AD(       ) 1
 JA1808  NAD 27      -  38 04 16.15000(N)    086 36 25.76700(W) AD(       ) 1
 JA1808
 JA1808.Superseded values are not recommended for survey control.
 JA1808
 JA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1808.See file dsdata.pdf to determine how the superseded data were derived.
 JA1808
 JA1808_MARKER: DS = TRIANGULATION STATION DISK
 JA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1808_STAMPING: MARCHAND 1946
 JA1808_MARK LOGO: CGS
 JA1808_PROJECTION: FLUSH
 JA1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1808+STABILITY: SURFACE MOTION
 JA1808
 JA1808  HISTORY     - Date     Condition        Report By
 JA1808  HISTORY     - 1946     MONUMENTED       CGS
 JA1808
 JA1808                          STATION DESCRIPTION
 JA1808
 JA1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1808'STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF TELL CITY NEAR THE
 JA1808'MARCHAND LOOKOUT TOWER.  IT IS 139 FEET SOUTHEAST OF THE SOUTHEAST
 JA1808'CORNER OF THE RANGERS HOUSE, 45.6 FEET NORTHWEST OF THE CENTER OF THE
 JA1808'LOOKOUT TOWER AND 21.4 FEET SOUTH OF A 10 INCH OAK TREE.  THE MARK IS
 JA1808'FLUSH AND THE DISK IS STAMPED MARCHAND 1946.
 JA1808'
 JA1808'REFERENCE MARK NO 1 IS 90.65 FEET SOUTHWEST OF THE STATION.  IT IS
 JA1808'69.7 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 11.2
 JA1808'FEET EAST OF A 15 INCH ELM TREE.  THE MARK IS FLUSH AND THE DISK IS
 JA1808'STAMPED MARCHAND NO 1 1946.
 JA1808'
 JA1808'REFERENCE MARK NO 2 IS 87.50 FEET NORTH OF THE STATION.  IT IS 73 FEET
 JA1808'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 51.5 FEET NORTH OF
 JA1808'THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK IS FLUSH AND THE
 JA1808'DISK IS STAMPED MARCHAND NO 2 1946.
 JA1808'
 JA1808'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION ON THE WEST SIDE OF
 JA1808'STATE HIGHWAY 37.  IT IS ABOUT 60 YARDS NORTHEAST OF A SMALL BRICK
 JA1808'HOUSE, 41 FEET WEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 4 FEET
 JA1808'NORTH OF A WHITE WITNESS POST AND 1.8 FEET EAST OF THE FENCE.  THE
 JA1808'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MARCHAND 1946.
 JA1808'
 JA1808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 66 IN
 JA1808'THE NORTHERN PART OF TELL CITY, GO NORTHEAST ON HIGHWAY 37 FOR 12.65
 JA1808'MILES TO A SMALL BRICK HOUSE ON THE LEFT AND THE AZIMUTH MARK,
 JA1808'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 JA1808'GO 0.35 MILE TO MARCHAND LOOKOUT TOWER ON THE LEFT AND STATION.
 JA1808'
 JA1808'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2048 ***********************************************************************
 LA2048  DESIGNATION -  MARDENIS
 LA2048  PID         -  LA2048
 LA2048  STATE/COUNTY-  IN/HUNTINGTON
 LA2048  COUNTRY     -  US
 LA2048  USGS QUAD   -  HUNTINGTON (2019)
 LA2048
 LA2048                         *CURRENT SURVEY CONTROL
 LA2048  ______________________________________________________________________
 LA2048* NAD 83(1997) POSITION- 40 54 57.16118(N) 085 24 55.47122(W)   ADJUSTED
 LA2048* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LA2048  ______________________________________________________________________
 LA2048  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LA2048  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 LA2048  HORZ ORDER      -  THIRD
 LA2048
 LA2048.The horizontal coordinates were established by classical geodetic methods
 LA2048.and adjusted by the National Geodetic Survey in May 1999.
 LA2048
 LA2048.The orthometric height was scaled from a topographic map.
 LA2048
 LA2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2048.GEOID18 height accuracy estimate available here.
 LA2048
 LA2048.Click photographs - Photos may exist for this station.
 LA2048
 LA2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2048
 LA2048. The following values were computed from the NAD 83(1997) position.
 LA2048
 LA2048;                    North         East     Units Scale Factor Converg.
 LA2048;SPC IN E     -   629,246.907   121,165.796   MT  0.99997218   +0 09 52.4
 LA2048;SPC IN E     - 2,064,454.23    397,524.78   sFT  0.99997218   +0 09 52.4
 LA2048;UTM  16      - 4,530,627.487   633,438.301   MT  0.99981915   +1 02 16.7
 LA2048
 LA2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2048!SPC IN E     -   0.99996689  x   0.99997218  =   0.99993907
 LA2048!UTM  16      -   0.99996689  x   0.99981915  =   0.99978605
 LA2048
 LA2048:                Primary Azimuth Mark                     Grid Az
 LA2048:SPC IN E     -  SIMPSON                                  175 12 34.8
 LA2048:UTM  16      -  SIMPSON                                  174 20 10.5
 LA2048
 LA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3343830627(NAD 83)
 LA2048
 LA2048|---------------------------------------------------------------------|
 LA2048| PID    Reference Object                     Distance      Geod. Az  |
 LA2048|                                                           dddmmss.s |
 LA2048| CC8868 MARDENIS RM 1                        27.048 METERS 12020     |
 LA2048| LA2046 SIMPSON                             APPROX. 8.7 KM 1752227.2 |
 LA2048| CC8867 MARDENIS AZ MK                                     1813731.5 |
 LA2048| CC8869 MARDENIS RM 2                        24.812 METERS 23806     |
 LA2048|---------------------------------------------------------------------|
 LA2048
 LA2048                          SUPERSEDED SURVEY CONTROL
 LA2048
 LA2048  NAD 83(1995)-  40 54 57.16207(N)    085 24 55.47993(W) AD(       ) 3
 LA2048  NAD 83(1986)-  40 54 57.16312(N)    085 24 55.48424(W) AD(       ) 3
 LA2048  NAD 27      -  40 54 56.99600(N)    085 24 55.57720(W) AD(       ) 3
 LA2048
 LA2048.Superseded values are not recommended for survey control.
 LA2048
 LA2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2048.See file dsdata.pdf to determine how the superseded data were derived.
 LA2048
 LA2048_MARKER: DS = TRIANGULATION STATION DISK
 LA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2048_STAMPING: MARDENIS 1948
 LA2048_MARK LOGO: CGS
 LA2048_PROJECTION: FLUSH
 LA2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2048+STABILITY: SURFACE MOTION
 LA2048
 LA2048  HISTORY     - Date     Condition        Report By
 LA2048  HISTORY     - 1948     MONUMENTED       CGS
 LA2048
 LA2048                          STATION DESCRIPTION
 LA2048
 LA2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2048'THE STATION IS LOCATED 7 MILES NORTHWEST OF MARKLE, 5 MILES NORTHEAST
 LA2048'OF HUNTINGTON, AND 4 MILES SOUTHWEST OF ROANOKE ON PROPERTY OWNED BY
 LA2048'MR. PHILLIP BASH.
 LA2048'
 LA2048'IT IS 50 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 44 FEET NORTHEAST
 LA2048'OF THE CENTER OF THE NORTH BRICK GATE POST, 37 FEET NORTHEAST OF A
 LA2048'WHITE WITNESS POST, 35 FEET EAST OF A FENCE LINE AND 15 FEET SOUTH OF
 LA2048'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MARDENIS
 LA2048'1948.
 LA2048'
 LA2048'REFERENCE MARK NO. 1 IS 88.74 FEET SOUTHEAST OF THE STATION.  IT IS 50
 LA2048'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 7
 LA2048'FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE AND 1 FOOT NORTH OF A
 LA2048'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA2048'MARDENIS NO 1 1948.
 LA2048'
 LA2048'REFERENCE MARK NO. 2 IS 81.41 FEET SOUTHWEST OF THE STATION.  IT IS 52
 LA2048'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 19 FEET WEST
 LA2048'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE
 LA2048'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MARDENIS NO 2 1948.
 LA2048'
 LA2048'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 16 FEET
 LA2048'WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A POWER LINE
 LA2048'POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 LA2048'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MARDENIS
 LA2048'1948.
 LA2048'
 LA2048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2048'HIGHWAY 9, 1 MILE NORTHEAST OF HUNTINGTON, GO NORTHEAST ON U.S.
 LA2048'HIGHWAY 24 FOR 4.0 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 LA2048'NORTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2048'CONTINUE NORTH FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA2048'
 LA2048'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1788 ***********************************************************************
 JA1788  DESIGNATION -  MARENGO RESET
 JA1788  PID         -  JA1788
 JA1788  STATE/COUNTY-  IN/CRAWFORD
 JA1788  COUNTRY     -  US
 JA1788  USGS QUAD   -  ENGLISH (2019)
 JA1788
 JA1788                         *CURRENT SURVEY CONTROL
 JA1788  ______________________________________________________________________
 JA1788* NAD 83(1997) POSITION- 38 22 21.22633(N) 086 24 03.23743(W)   ADJUSTED
 JA1788* NAVD 88 ORTHO HEIGHT -   285.05  (+/-2cm)      935.2   (feet) VERTCON3
 JA1788  ______________________________________________________________________
 JA1788  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 JA1788  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 JA1788  HORZ ORDER      -  FIRST
 JA1788  VERT ORDER      -  THIRD ? (See Below)
 JA1788
 JA1788.The horizontal coordinates were established by classical geodetic methods
 JA1788.and adjusted by the National Geodetic Survey in May 1999.
 JA1788
 JA1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1788
 JA1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1788.GEOID18 height accuracy estimate available here.
 JA1788
 JA1788.The vertical order pertains to the NGVD 29 superseded value.
 JA1788
 JA1788.Click photographs - Photos may exist for this station.
 JA1788
 JA1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1788
 JA1788. The following values were computed from the NAD 83(1997) position.
 JA1788
 JA1788;                    North         East     Units Scale Factor Converg.
 JA1788;SPC IN W     -   347,067.596   959,633.690   MT  1.00001044   +0 25 25.1
 JA1788;SPC IN W     - 1,138,670.94  3,148,398.20   sFT  1.00001044   +0 25 25.1
 JA1788;UTM  16      - 4,247,322.806   552,332.443   MT  0.99963373   +0 22 18.9
 JA1788
 JA1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1788!SPC IN W     -   0.99996051  x   1.00001044  =   0.99997095
 JA1788!UTM  16      -   0.99996051  x   0.99963373  =   0.99959425
 JA1788
 JA1788:                Primary Azimuth Mark                     Grid Az
 JA1788:SPC IN W     -  RIDDLE                                   190 01 00.7
 JA1788:UTM  16      -  RIDDLE                                   190 04 06.9
 JA1788
 JA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5233247322(NAD 83)
 JA1788
 JA1788|---------------------------------------------------------------------|
 JA1788| PID    Reference Object                     Distance      Geod. Az  |
 JA1788|                                                           dddmmss.s |
 JA1788| CG8918 MARENGO RM 4                         16.403 METERS 07441     |
 JA1788| CG8914 MARENGO AZ MK                                      1085054.8 |
 JA1788| CG8915 MARENGO RM 1                         19.613 METERS 12743     |
 JA1788| JA1786 RIDDLE                              APPROX.12.5 KM 1902625.8 |
 JA1788| CG8916 MARENGO RM 2                         21.802 METERS 33940     |
 JA1788| CG8917 MARENGO RM 3                         35.323 METERS 35603     |
 JA1788|---------------------------------------------------------------------|
 JA1788
 JA1788                          SUPERSEDED SURVEY CONTROL
 JA1788
 JA1788  NAD 83(1993)-  38 22 21.22974(N)    086 24 03.23964(W) AD(       ) 1
 JA1788  NAD 83(1986)-  38 22 21.23198(N)    086 24 03.24200(W) AD(       ) 1
 JA1788  NAD 27      -  38 22 21.01300(N)    086 24 03.30500(W) AD(       ) 1
 JA1788  NGVD 29             285.16   (m)          935.6    (f) LEVELING    3  
 JA1788
 JA1788.Superseded values are not recommended for survey control.
 JA1788
 JA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1788.See file dsdata.pdf to determine how the superseded data were derived.
 JA1788
 JA1788_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1788_STAMPING: MARENGO 1946 1979
 JA1788_MARK LOGO: NGS
 JA1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1788+STABILITY: SURFACE MOTION
 JA1788
 JA1788  HISTORY     - Date     Condition        Report By
 JA1788  HISTORY     - 1946     MONUMENTED       CGS
 JA1788  HISTORY     - 1979     GOOD             NGS
 JA1788
 JA1788                          STATION DESCRIPTION
 JA1788
 JA1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1788'STATION IS LOCATED ON A WOODED HILL, ABOUT 2.5 MILES NORTHWEST FROM
 JA1788'MARENGO AND 5 MILES NORTHEAST FROM ENGLISH, THE STATION MARK IS 59.5
 JA1788'FEET SOUTHWEST OF A GRAVEL ROAD AND 5.8 FEET EAST OF A WHITE
 JA1788'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1788'MARENGO 1946.
 JA1788'
 JA1788'REFERENCE MARK NO. 1 IS 64.35 FEET SOUTHEAST OF THE STATION.  THE
 JA1788'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARENGO NO 1 1946.
 JA1788'
 JA1788'REFERENCE MARK NO. 2 IS 71.54 FEET NORTHWEST OF THE STATION, 28 FEET
 JA1788'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK PROJECTS 6
 JA1788'INCHES AND THE DISK IS STAMPED MARENGO NO 2 1946.
 JA1788'
 JA1788'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 20 FEET NORTHEAST
 JA1788'OF THE CENTERLINE OF THE GRAVEL ROAD AND 2.5 FEET NORTHWEST OF A
 JA1788'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1788'STAMPED MARENGO 1946.
 JA1788'
 JA1788'TO REACH FROM JUNCTION OF STATE HIGHWAYS 64 AND 66 ABOUT 0.5 MILES
 JA1788'SOUTHWEST OF MARENGO, GO WEST ON STATE HIGHWAY 64, FOR 0.7 MILE TO
 JA1788'A GRAVEL SIDE ROAD, TURN RIGHT AND GO 0.2 MILE TO A FORK, TAKE THE
 JA1788'LEFT FORK 1.2 MILES, THEN TURN LEFT AGAIN AND GO 1.0 MILE TO THE
 JA1788'STATION ON THE LEFT AFTER PASSING A SIDE ROAD ON THE LEFT.
 JA1788'
 JA1788'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1788
 JA1788                          STATION RECOVERY (1979)
 JA1788
 JA1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1788'STATION MARK RM 2 WERE FOUND IN GOOD CONDITION.  RM 1 WAS FOUND TO
 JA1788'HAVE BEEN PULLED OUT OF THE GROUND, THEN RESET AT A NEW SITE.  THE
 JA1788'AZIMUTH MARK WAS NOT FOUND.  IT COULD BE IN PLACE YET, BUT NOT ENOUGH
 JA1788'REFERENCE POINTS TO LOCATE IT.  A TOWER WOULD HAVE TO BE BUILT OVER
 JA1788'STATION TO ESTABLISH A NEW AZIMUTH MARK.  REFERENCE MARKS 3 AND 4 WERE
 JA1788'SET AND REFERENCE MARK 2 WAS REMOVED AT OWNERS REQUEST AFTER RM 3 AND
 JA1788'4 WAS SET.  A NEW TO REACH AND DESCRIPTION FOLLOWS.
 JA1788'
 JA1788'STATION IS ABOUT 4 MILES W OF MARENGO, AND ABOUT 0.5 MILE N OF STATE
 JA1788'HIGHWAY 64 ON PROPERTY OF A MR. SATTERFIELD WHOS ADDRESS IS RT 1 BOX
 JA1788'202 MARENGO, INDIANA 47140.  PHONE NO. 812 365 2822.
 JA1788'
 JA1788'IT IS 87 FT W OF CENTER LINE OF GRAVELED ROAD, 86.8 FT NW OF A POWER
 JA1788'LINE POLE WITH TRANSFORMER, 61 FT S OF CENTER LINE OF ROAD AND 52 FT
 JA1788'SW OF SW EDGE OF A CONCRETE CULVERT.  THE MARK IS UNDERGROUND 6 INCHES
 JA1788'AND THE DISK STAMPED MARENGO 1946 1979.  THE STATION MARK WAS LOWERED
 JA1788'HOLDING THE ORIGINAL POINT AT THE OWNERS REQUEST.
 JA1788'
 JA1788'RM 3 IS 19 FT NE OF CENTER LINE OF ROAD AND 1 FT E OF A METAL WITNESS
 JA1788'POST.  THE MARK IS AN ALUMINUM 3 FT MARKER THAT PROJECTS 2 INCHES AND
 JA1788'THE DISK STAMPED MARENGO 1946 NO 3 1979.
 JA1788'
 JA1788'RM 4 IS A DISK CEMENTED IN A DRILL HOLE IN THE TOP AND CENTER OF A
 JA1788'CONCRETE DRAIN CULVERT.  IT IS 14 FT SW OF CENTER LINE OF ROAD.  THE
 JA1788'DISK IS STAMPED MARENGO 1946 NO 4 1979.
 JA1788'
 JA1788'TO REACH FROM THE POST OFFICE IN MARENGO, GO NE ON PLEASANT AVENUE
 JA1788'FOR 0.4 MILE TO STATE HIGHWAYS 64 AND 66.  TURN LEFT ON THE HIGHWAYS
 JA1788'FOR 0.5 MILE TO A FLASHING CAUTION AND STOP LIGHT, HIGHWAY 66 GOES
 JA1788'SOUTH HERE.  CONTINUE WEST ON HIGHWAY 64 FOR 2.3 MILES TO A CROSS
 JA1788'ROADS.  TURN RIGHT, GO NORTH ABOUT 300 FT, THEN WEST FOR 1.1 MILE TO
 JA1788'A SIDE ROAD LEFT AND THE STATION IN THE SW ANGLE AND YARD AS
 JA1788'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1861 ***********************************************************************
 JA1861  DESIGNATION -  MARIAH 2
 JA1861  PID         -  JA1861
 JA1861  STATE/COUNTY-  IN/SPENCER
 JA1861  COUNTRY     -  US
 JA1861  USGS QUAD   -  DALE (2019)
 JA1861
 JA1861                         *CURRENT SURVEY CONTROL
 JA1861  ______________________________________________________________________
 JA1861* NAD 83(1997) POSITION- 38 09 59.21630(N) 086 55 35.83817(W)   NO CHECK
 JA1861* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA1861  ______________________________________________________________________
 JA1861  GEOID HEIGHT    -        -32.045 (meters)                     GEOID18
 JA1861  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 JA1861  HORZ ORDER      -  THIRD
 JA1861
 JA1861.The horizontal coordinates were established by classical geodetic methods
 JA1861.and adjusted by the National Geodetic Survey in May 1999.
 JA1861
 JA1861.No horizontal observational check was made to the station.
 JA1861
 JA1861.The orthometric height was scaled from a topographic map.
 JA1861
 JA1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1861.GEOID18 height accuracy estimate available here.
 JA1861
 JA1861.Click photographs - Photos may exist for this station.
 JA1861
 JA1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1861
 JA1861. The following values were computed from the NAD 83(1997) position.
 JA1861
 JA1861;                    North         East     Units Scale Factor Converg.
 JA1861;SPC IN W     -   323,980.528   913,732.745   MT  0.99996899   +0 05 48.6
 JA1861;SPC IN W     - 1,062,926.12  2,997,804.85   sFT  0.99996899   +0 05 48.6
 JA1861;UTM  16      - 4,224,285.685   506,427.829   MT  0.99960051   +0 02 43.2
 JA1861
 JA1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1861!SPC IN W     -   0.99997806  x   0.99996899  =   0.99994705
 JA1861!UTM  16      -   0.99997806  x   0.99960051  =   0.99957857
 JA1861
 JA1861:                Primary Azimuth Mark                     Grid Az
 JA1861:SPC IN W     -  MARIAH 2 AZ MK                           020 18 08.0
 JA1861:UTM  16      -  MARIAH 2 AZ MK                           020 21 13.4
 JA1861
 JA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0642724285(NAD 83)
 JA1861
 JA1861|---------------------------------------------------------------------|
 JA1861| PID    Reference Object                     Distance      Geod. Az  |
 JA1861|                                                           dddmmss.s |
 JA1861| JA1850 MARIAH 2 AZ MK                      APPROX. 0.9 KM 0202356.6 |
 JA1861| CG8922 MARIAH 2 RM 3                        21.826 METERS 12304     |
 JA1861| CG8923 MARIAH 2 RM 4                        10.188 METERS 20003     |
 JA1861| JA1849 MARIAH                              173.719 METERS 31011     |
 JA1861|---------------------------------------------------------------------|
 JA1861
 JA1861                          SUPERSEDED SURVEY CONTROL
 JA1861
 JA1861  NAD 83(1993)-  38 09 59.21887(N)    086 55 35.83940(W) AD(       ) 3
 JA1861  NAD 83(1986)-  38 09 59.22383(N)    086 55 35.84134(W) AD(       ) 3
 JA1861  NAD 27      -  38 09 59.02200(N)    086 55 35.86400(W) AD(       ) 3
 JA1861
 JA1861.Superseded values are not recommended for survey control.
 JA1861
 JA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1861.See file dsdata.pdf to determine how the superseded data were derived.
 JA1861
 JA1861_MARKER: DS = TRIANGULATION STATION DISK
 JA1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1861_STAMPING: MARIAH 2 1950
 JA1861_MARK LOGO: CGS
 JA1861_PROJECTION: RECESSED 15 CENTIMETERS
 JA1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1861+STABILITY: SURFACE MOTION
 JA1861
 JA1861  HISTORY     - Date     Condition        Report By
 JA1861  HISTORY     - 1950     MONUMENTED       CGS
 JA1861
 JA1861                          STATION DESCRIPTION
 JA1861
 JA1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1861'STATION IS LOCATED ON THE FRONT LAWN OF THE MARY HELP OF CHRISTANS
 JA1861'CHURCH IN MARIAH HILL.  IT IS 40 FEET EAST OF THE EAST EDGE OF THE
 JA1861'SIDEWALK LEADING TO THE FRONT ENTRANCE TO THE CHURCH, 26 FEET
 JA1861'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 18 FEET SOUTH OF THE
 JA1861'RETAINING WALL AND 15 FEET SOUTHEAST OF A 12 INCH MAPLE TREE.  THE
 JA1861'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA1861'STAMPED MARIAH 2 1950.
 JA1861'
 JA1861'REFERENCE MARK NO 3 IS IN THE TOP OF A CONCRETE STEP, 82 FEET EAST OF
 JA1861'THE NORTHEAST CORNER OF THE CHURCH.  THE DISK IS SET FLUSH IN THE TOP
 JA1861'STEP AND IS STAMPED MARIAH 2 NO 3 1950.
 JA1861'
 JA1861'REFERENCE MARK NO 4 IS IN THE SOUTH END OF THE BOTTOM STEP OF THE EAST
 JA1861'ENTRANCE TO THE CHURCH.  THE DISK IS SET FLUSH IN THE STEP AND IS
 JA1861'STAMPED MARIAH 2 NO 4 1950.
 JA1861'
 JA1861'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF THE ROAD, 4 FEET NORTH
 JA1861'OF A FENCE CORNER, 2.5 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET
 JA1861'SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 JA1861'DISK IS STAMPED MARIAH 2 1950.
 JA1861'
 JA1861'TO REACH THE AZIMUTH MARK FROM THE MAIN CROSSROAD IN MARIAH HILL, GO
 JA1861'NORTH ON GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH ON THE RIGHT AS
 JA1861'DESCRIBED.
 JA1861'
 JA1861'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1850 ***********************************************************************
 JA1850  DESIGNATION -  MARIAH 2 AZ MK
 JA1850  PID         -  JA1850
 JA1850  STATE/COUNTY-  IN/SPENCER
 JA1850  COUNTRY     -  US
 JA1850  USGS QUAD   -  DALE (2019)
 JA1850
 JA1850                         *CURRENT SURVEY CONTROL
 JA1850  ______________________________________________________________________
 JA1850* NAD 83(1997) POSITION- 38 10 25.27723(N) 086 55 23.56131(W)   NO CHECK
 JA1850* NAVD 88 ORTHO HEIGHT -   171.    (meters)      561.    (feet) SCALED
 JA1850  ______________________________________________________________________
 JA1850  GEOID HEIGHT    -        -32.072 (meters)                     GEOID18
 JA1850  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 JA1850  HORZ ORDER      -  THIRD
 JA1850
 JA1850.The horizontal coordinates were established by classical geodetic methods
 JA1850.and adjusted by the National Geodetic Survey in May 1999.
 JA1850
 JA1850.No horizontal observational check was made to the station.
 JA1850
 JA1850.The orthometric height was scaled from a topographic map.
 JA1850
 JA1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1850.GEOID18 height accuracy estimate available here.
 JA1850
 JA1850.Click photographs - Photos may exist for this station.
 JA1850
 JA1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1850
 JA1850. The following values were computed from the NAD 83(1997) position.
 JA1850
 JA1850;                    North         East     Units Scale Factor Converg.
 JA1850;SPC IN W     -   324,784.556   914,030.198   MT  0.99996909   +0 05 56.3
 JA1850;SPC IN W     - 1,065,564.00  2,998,780.74   sFT  0.99996909   +0 05 56.3
 JA1850;UTM  16      - 4,225,089.149   506,725.896   MT  0.99960056   +0 02 50.9
 JA1850
 JA1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1850!SPC IN W     -   0.99997822  x   0.99996909  =   0.99994731
 JA1850!UTM  16      -   0.99997822  x   0.99960056  =   0.99957879
 JA1850
 JA1850:                Primary Azimuth Mark                     Grid Az
 JA1850:SPC IN W     -  MARIAH 2                                 200 18 07.9
 JA1850:UTM  16      -  MARIAH 2                                 200 21 13.3
 JA1850
 JA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0672525089(NAD 83)
 JA1850
 JA1850|---------------------------------------------------------------------|
 JA1850| PID    Reference Object                     Distance      Geod. Az  |
 JA1850|                                                           dddmmss.s |
 JA1850| JA1861 MARIAH 2                            APPROX. 0.9 KM 2002404.2 |
 JA1850|---------------------------------------------------------------------|
 JA1850
 JA1850                          SUPERSEDED SURVEY CONTROL
 JA1850
 JA1850  NAD 83(1993)-  38 10 25.27981(N)    086 55 23.56257(W) AD(       ) 3
 JA1850  NAD 83(1986)-  38 10 25.28462(N)    086 55 23.56452(W) AD(       ) 3
 JA1850  NAD 27      -  38 10 25.08300(N)    086 55 23.58700(W) AD(       ) 3
 JA1850
 JA1850.Superseded values are not recommended for survey control.
 JA1850
 JA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1850.See file dsdata.pdf to determine how the superseded data were derived.
 JA1850
 JA1850_MARKER: DZ = AZIMUTH MARK DISK
 JA1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1850_STAMPING: MARIAH 2 1950
 JA1850_MARK LOGO: CGS
 JA1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1850+STABILITY: SURFACE MOTION
 JA1850
 JA1850  HISTORY     - Date     Condition        Report By
 JA1850  HISTORY     - 1950     MONUMENTED       CGS
 JA1850  HISTORY     - 20100831 GOOD             GEOCAC
 JA1850
 JA1850                          STATION DESCRIPTION
 JA1850
 JA1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1850'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF THE ROAD, 4 FEET NORTH
 JA1850'OF A FENCE CORNER, 2.5 FEET
 JA1850'SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 JA1850'TELEPHONE POLE.  THE MARK PROJECTS
 JA1850'ABOUT 4 INCHES AND THE DISK IS
 JA1850'STAMPED MARIAH 2 1950.
 JA1850'
 JA1850'TO REACH THE AZIMUTH MARK FROM THE MAIN CROSSROAD IN MARIAH HILL, GO
 JA1850'NORTH ON GRAVEL ROAD FOR
 JA1850'0.5 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 JA1850
 JA1850                          STATION RECOVERY (2010)
 JA1850
 JA1850'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1850'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1862 ***********************************************************************
 JA1862  DESIGNATION -  MARIAH HILL HELP OF CHRIST CH
 JA1862  PID         -  JA1862
 JA1862  STATE/COUNTY-  IN/SPENCER
 JA1862  COUNTRY     -  US
 JA1862  USGS QUAD   -  DALE (2019)
 JA1862
 JA1862                         *CURRENT SURVEY CONTROL
 JA1862  ______________________________________________________________________
 JA1862* NAD 83(1997) POSITION- 38 09 59.01895(N) 086 55 36.36625(W)   ADJUSTED
 JA1862  ______________________________________________________________________
 JA1862  GEOID HEIGHT    -        -32.044 (meters)                     GEOID18
 JA1862  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 JA1862  HORZ ORDER      -  THIRD
 JA1862
 JA1862.The horizontal coordinates were established by classical geodetic methods
 JA1862.and adjusted by the National Geodetic Survey in May 1999.
 JA1862
 JA1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1862.GEOID18 height accuracy estimate available here.
 JA1862
 JA1862.Click photographs - Photos may exist for this station.
 JA1862
 JA1862.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1862
 JA1862. The following values were computed from the NAD 83(1997) position.
 JA1862
 JA1862;                    North         East     Units Scale Factor Converg.
 JA1862;SPC IN W     -   323,974.421   913,719.900   MT  0.99996898   +0 05 48.3
 JA1862;SPC IN W     - 1,062,906.08  2,997,762.71   sFT  0.99996898   +0 05 48.3
 JA1862;UTM  16      - 4,224,279.592   506,414.984   MT  0.99960051   +0 02 42.9
 JA1862
 JA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0641424279(NAD 83)
 JA1862
 JA1862                          SUPERSEDED SURVEY CONTROL
 JA1862
 JA1862  NAD 83(1993)-  38 09 59.02151(N)    086 55 36.36746(W) AD(       ) 3
 JA1862  NAD 83(1986)-  38 09 59.02654(N)    086 55 36.36922(W) AD(       ) 3
 JA1862  NAD 27      -  38 09 58.82700(N)    086 55 36.39000(W) AD(       ) 3
 JA1862
 JA1862.Superseded values are not recommended for survey control.
 JA1862
 JA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1862.See file dsdata.pdf to determine how the superseded data were derived.
 JA1862
 JA1862_MARKER: 90 = CHURCH SPIRE
 JA1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1862+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 JA1862
 JA1862  HISTORY     - Date     Condition        Report By
 JA1862  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1862  HISTORY     - 20100831 GOOD             GEOCAC
 JA1862
 JA1862                          STATION DESCRIPTION
 JA1862
 JA1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1862'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ABOUT 0.25 MILE SOUTH
 JA1862'OF STATE HIGHWAY
 JA1862'62 AND 0.2 MILE WEST OF THE MARIAH HILL POST OFFICE,
 JA1862'IN THE SOUTHWEST EDGE OF TOWN.  THE
 JA1862'CHURCH IS MADE OF BROWN STONE AND
 JA1862'CONCRETE WITH A BROWN SPIRE ABOUT 75 FEET HIGH.
 JA1862
 JA1862                          STATION RECOVERY (2010)
 JA1862
 JA1862'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1862'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1584 ***********************************************************************
 LA1584  DESIGNATION -  MARION
 LA1584  PID         -  LA1584
 LA1584  STATE/COUNTY-  IN/GRANT
 LA1584  COUNTRY     -  US
 LA1584  USGS QUAD   -  MARION (2019)
 LA1584
 LA1584                         *CURRENT SURVEY CONTROL
 LA1584  ______________________________________________________________________
 LA1584* NAD 83(1997) POSITION- 40 31 21.89973(N) 085 38 25.13810(W)   ADJUSTED
 LA1584* NAVD 88 ORTHO HEIGHT -   258.110 (meters)      846.82  (feet) ADJUSTED
 LA1584  ______________________________________________________________________
 LA1584  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 LA1584  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 LA1584  DYNAMIC HEIGHT  -        257.978 (meters)      846.38  (feet) COMP
 LA1584  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LA1584
 LA1584  HORZ ORDER      -  FIRST
 LA1584  VERT ORDER      -  FIRST     CLASS II
 LA1584
 LA1584.The horizontal coordinates were established by classical geodetic methods
 LA1584.and adjusted by the National Geodetic Survey in May 1999.
 LA1584
 LA1584.The orthometric height was determined by differential leveling and
 LA1584.adjusted by the NATIONAL GEODETIC SURVEY
 LA1584.in June 1991.
 LA1584
 LA1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1584.GEOID18 height accuracy estimate available here.
 LA1584
 LA1584.Click photographs - Photos may exist for this station.
 LA1584
 LA1584.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1584
 LA1584.The dynamic height is computed by dividing the NAVD 88
 LA1584.geopotential number by the normal gravity value computed on the
 LA1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1584.degrees latitude (g = 980.6199 gals.).
 LA1584
 LA1584.The modeled gravity was interpolated from observed gravity values.
 LA1584
 LA1584. The following values were computed from the NAD 83(1997) position.
 LA1584
 LA1584;                    North         East     Units Scale Factor Converg.
 LA1584;SPC IN E     -   585,562.010   102,232.846   MT  0.99996673   +0 01 01.6
 LA1584;SPC IN E     - 1,921,131.36    335,408.93   sFT  0.99996673   +0 01 01.6
 LA1584;UTM  16      - 4,486,668.010   615,174.035   MT  0.99976328   +0 53 00.8
 LA1584
 LA1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1584!SPC IN E     -   0.99996489  x   0.99996673  =   0.99993162
 LA1584!UTM  16      -   0.99996489  x   0.99976328  =   0.99972818
 LA1584
 LA1584:                Primary Azimuth Mark                     Grid Az
 LA1584:SPC IN E     -  MARION AZ MK                             169 49 32.4
 LA1584:UTM  16      -  MARION AZ MK                             168 57 33.2
 LA1584
 LA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1517486668(NAD 83)
 LA1584
 LA1584|---------------------------------------------------------------------|
 LA1584| PID    Reference Object                     Distance      Geod. Az  |
 LA1584|                                                           dddmmss.s |
 LA1584| LA2101 UPLAND MUNICIPAL TANK               APPROX.13.3 KM 1131123.8 |
 LA1584| LA1585 MARION RM 1                          42.300 METERS 12155     |
 LA1584| LA2197 MARION VETERANS HOSPITAL STACK      APPROX. 0.8 KM 1332653.5 |
 LA1584| LA2107 GAS CITY ILL GLASS CO STACK         APPROX. 5.0 KM 1555558.3 |
 LA1584| LA2124 JONESBORO PARANITE WIRE AND STEEL S APPROX. 4.0 KM 1673252.5 |
 LA1584| LA2125 JONESBORO PARANITE WIRE CO TK       APPROX. 3.9 KM 1681810.5 |
 LA1584| LA1587 MARION AZ MK                                       1695034.0 |
 LA1584| LA1586 MARION RM 2                          52.753 METERS 17422     |
 LA1584| LA2196 MARION IND FIBRE PROD CO TANK       APPROX. 2.2 KM 2963746.3 |
 LA1584| LA2193 MARION GRANT CO CTHSE DOME          APPROX. 4.3 KM 3380046.7 |
 LA1584|---------------------------------------------------------------------|
 LA1584
 LA1584                          SUPERSEDED SURVEY CONTROL
 LA1584
 LA1584  NAD 83(1995)-  40 31 21.90299(N)    085 38 25.15078(W) AD(       ) 1
 LA1584  NAD 83(1986)-  40 31 21.90317(N)    085 38 25.15138(W) AD(       ) 1
 LA1584  NAD 27      -  40 31 21.75790(N)    085 38 25.23920(W) AD(       ) 1
 LA1584  NGVD 29 (??/??/92)  258.238  (m)          847.24   (f) ADJ UNCH    1 2
 LA1584  NGVD 29             258.24   (m)          847.2    (f) LEVELING    3  
 LA1584
 LA1584.Superseded values are not recommended for survey control.
 LA1584
 LA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1584.See file dsdata.pdf to determine how the superseded data were derived.
 LA1584
 LA1584_MARKER: DS = TRIANGULATION STATION DISK
 LA1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1584_STAMPING: MARION 1934
 LA1584_MARK LOGO: CGS
 LA1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1584+STABILITY: SURFACE MOTION
 LA1584
 LA1584  HISTORY     - Date     Condition        Report By
 LA1584  HISTORY     - 1934     MONUMENTED       CGS
 LA1584  HISTORY     - 1946     GOOD             CGS
 LA1584  HISTORY     - 1948     GOOD             CGS
 LA1584  HISTORY     - 1955     GOOD             CGS
 LA1584  HISTORY     - 1961     GOOD             THOMAS
 LA1584  HISTORY     - 1962     GOOD             CGS
 LA1584  HISTORY     - 1977     GOOD             DOD
 LA1584
 LA1584                          STATION DESCRIPTION
 LA1584
 LA1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1584'STATION IS IN THE SOUTHEASTERN PART OF MARION, ON THE GROUNDS OF THE
 LA1584'VETERANS HOSPITAL.  IT IS ABOUT 160 FEET SOUTH OF THE MAIN ENTRANCE TO
 LA1584'THE HOSPITAL GROUNDS, 17 FEET EAST OF HEDGE THAT ENCLOSES THE GROUNDS
 LA1584'ON THE WEST, 30 FEET EAST OF DEFUNCT INTERURBAN LINE, 44 EAST OF
 LA1584'CENTER-LINE OF IND. HWY. NO. 21, 18 FEET WEST OF WIRE FENCE, AND 51
 LA1584'FEET WEST OF WEST EDGE OF HOSPITAL DRIVE-WAY.  IT PROJECTS 8 INCHES.
 LA1584'
 LA1584'AZ. MK. IS APP. 0.3 MILE SOUTH OF STATION, 50 FEET EAST OF CENTER-LINE
 LA1584'OF HWY.  NO. 21, 24 FEET EAST OF HEDGE, 2 FEET NORTH OF HEDGE THAT
 LA1584'SURROUNDS THE T.B. BUILDINGS, 12 FEET SOUTH OF CENTER-LINE OF
 LA1584'DRIVE-WAY, 200 FEET NNW OF NW CORNER OF T.B. WARD.  IT PROJECTS 8
 LA1584'INCHES.
 LA1584'
 LA1584'R.M. NO. 1 IS 138.78 FEET SE OF STATION, 6 FEET NW OF LAMP POST, 28
 LA1584'FEET NE OF 18-INCH MAPLE, 25 FEET SE OF 24-INCH MAPLE, 35 FEET SSE OF
 LA1584'SIGN-HOSPITAL, 3 FEET WEST OF WEST EDGE OF THE MAIN DRIVE-WAY.  IT IS
 LA1584'FLUSH WITH THE SURFACE.
 LA1584'
 LA1584'RM NO. 2 IS 173.04 FEET SOUTH OF THE STATION, 2 FEET EAST OF HEDGE, 20
 LA1584'FEET EAST OF DEFUNCT INTERURBAN LINE, 35 FEET EAST OF THE CENTER LINE
 LA1584'OF HIGHWAY 21, 141.24 FEET SW OF RM NO. 1.  IT PROJECTS 7 INCHES.
 LA1584'
 LA1584'HEIGHT OF LIGHT ABOVE STATION MARK 113 FT.
 LA1584
 LA1584                          STATION RECOVERY (1946)
 LA1584
 LA1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LA1584'AT MARION.
 LA1584'AT MARION AT THE VETERANS HOSPITAL.  TO REACH FROM THE JUNCTION
 LA1584'OF STATE HIGHWAYS 9, 15 AND 21 GO ABOUT 3.5 MILES SOUTH AND EAST
 LA1584'ALONG HIGHWAY 21, THENCE ABOUT 0.9 MILE EAST ALONG 38TH STREET,
 LA1584'AT THE MAIN ENTRANCE TO THE HOSPITAL, 186 FEET SOUTHSOUTHWEST
 LA1584'OF THE SOUTHWEST CORNER OF THE GUARD HOUSE AT THE ENTRANCE, 79
 LA1584'FEET WEST OF THE CENTER LINE OF THE DRIVE WAY, 46 FEET EAST OF
 LA1584'THE CENTER LINE OF LINCOLN BLVD., 15 FEET EAST OF THE WEST FENCE
 LA1584'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1584
 LA1584                          STATION RECOVERY (1948)
 LA1584
 LA1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1584'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 LA1584'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1584'DISKS SET IN CONCRETE, NOTES 1B, 7A, AND 11B.  A NEW DESCRIPTION AS TO
 LA1584'LOCATION OF STATION FOLLOWS-
 LA1584'
 LA1584'STATION IS LOCATED IN THE SOUTHEAST PART OF MARION ON THE GROUNDS OF
 LA1584'THE VETERANS HSOPITAL.  IT IS 160 FEET SOUTH OF THE MAIN ENTRANCE TO
 LA1584'HOSPITAL, 51 FEET WEST OF WEST EDGE OF HOSPITAL DRIVE, AND 14 FEET
 LA1584'EAST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA1584'MARION 1934.
 LA1584'
 LA1584'REFERENCE MARK NO. 1 IS 138.78 FEET SOUTHEAST OF THE STATION.  IT IS
 LA1584'35 FEET SOUTH OF SIGN HOSPITAL, 6 FEET NORTHEAST OF A LAMP POST, AND 3
 LA1584'FEET WEST OF WEST EDGE OF HOSPITAL DRIVE.  THE MARK IS FLUSH AND THE
 LA1584'DISK IS STAMPED MARION 1 1934.
 LA1584'
 LA1584'REFERENCE MARK NO. 2 IS 173.04 FEET SOUTH OF THE STATION.  IT IS 35
 LA1584'FEET EAST OF CENTER OF A PAVED STREET AND 2 FEET EAST OF FENCE.  THE
 LA1584'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MARION 11 1934.
 LA1584'
 LA1584'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 23 FEET EAST OF
 LA1584'FENCE AND 2 FEET NORTH OF HEDGE.  THE MARK PROJECTS 2 INCHES AND THE
 LA1584'DISK IS STAMPED MARION 1934.  TO REACH THE AZIMUTH MARK FROM THE
 LA1584'STATION GO SOUTH ALONG INSIDE OF FENCE FOR 0.3 MILE TO A HEDGE RUNNING
 LA1584'EAST AND WEST AND AZIMUTH MARK AS DESCRIBED.
 LA1584'
 LA1584'*R.M. NO. 1 DIRECTION WAS NOT CHECKED AS GROWTH OF TREES OBSTRUCTED
 LA1584'LINE.
 LA1584'
 LA1584'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1584
 LA1584                          STATION RECOVERY (1955)
 LA1584
 LA1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WED)
 LA1584'STATION WAS RECOVERED AS THE RECOVERY NOTE DESCRIBED IN 1948 AND ALL
 LA1584'THE MARKS WERE FOUND TO BE IN GOOD CONDITION, THE DESCRIPTION IS
 LA1584'ADEQUATE.
 LA1584
 LA1584                          STATION RECOVERY (1961)
 LA1584
 LA1584'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA1584'ALL MARKS WERE FOUND UNDISTURBED.  THE HEDGE REFERRED TO IN THE
 LA1584'AZIMUTH MARK DESCRIPTION IS NO LONGER IN PLACE.  NO CLOSE IDENTIFIABLE
 LA1584'REFERENCE OBJECT IS IN THE VICINITY, HOWEVER, THE AZIMUTH MARK WAS
 LA1584'EASILY FOUND IN THE MOWED GRASS.
 LA1584
 LA1584                          STATION RECOVERY (1962)
 LA1584
 LA1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA1584'STATION WAS RECOVERED AS DESCRIBED IN RECOVERY NOTE OF 1948 BY R. C.
 LA1584'BOLSTAD, WITH THE EXCEPTION OF THE AZIMUTH MARK.  A COMPLETE NEW
 LA1584'DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 LA1584'
 LA1584'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 23 FEET EAST OF
 LA1584'FENCE AND ABOUT 5 FEET SOUTH OF THE SOUTH EDGE OF A CINDERED DRIVE.
 LA1584'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MARION 1934.  TO
 LA1584'REACH THE AZIMUTH MARK GO SOUTH ALONG INSIDE OF FENCE FOR 0.3 MILE TO
 LA1584'THE CINDERED DRIVE RUNNING EAST AND WEST AND AZIMUTH MARK AS
 LA1584'DESCRIBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION BECAUSE
 LA1584'OF THE GROWTH OF VEGETATION.
 LA1584
 LA1584                          STATION RECOVERY (1977)
 LA1584
 LA1584'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2429 ***********************************************************************
 LB2429  DESIGNATION -  MARION
 LB2429  PID         -  LB2429
 LB2429  STATE/COUNTY-  IN/CASS
 LB2429  COUNTRY     -  US
 LB2429  USGS QUAD   -  LOGANSPORT (2019)
 LB2429
 LB2429                         *CURRENT SURVEY CONTROL
 LB2429  ______________________________________________________________________
 LB2429* NAD 83(1997) POSITION- 40 48 02.79277(N) 086 21 34.43811(W)   ADJUSTED
 LB2429* NAVD 88 ORTHO HEIGHT -   226.60  (+/-2cm)      743.4   (feet) VERTCON3
 LB2429  ______________________________________________________________________
 LB2429  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LB2429  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LB2429  HORZ ORDER      -  SECOND
 LB2429  VERT ORDER      -  THIRD ? (See Below)
 LB2429
 LB2429.The horizontal coordinates were established by classical geodetic methods
 LB2429.and adjusted by the National Geodetic Survey in May 1999.
 LB2429
 LB2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2429
 LB2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2429.GEOID18 height accuracy estimate available here.
 LB2429
 LB2429.The vertical order pertains to the NGVD 29 superseded value.
 LB2429
 LB2429.Click photographs - Photos may exist for this station.
 LB2429
 LB2429.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2429
 LB2429. The following values were computed from the NAD 83(1997) position.
 LB2429
 LB2429;                    North         East     Units Scale Factor Converg.
 LB2429;SPC IN E     -   616,665.717    41,529.331   MT  1.00000873   -0 27 10.0
 LB2429;SPC IN E     - 2,023,177.44    136,250.81   sFT  1.00000873   -0 27 10.0
 LB2429;SPC IN W     -   616,686.760   961,075.477   MT  1.00001256   +0 28 22.6
 LB2429;SPC IN W     - 2,023,246.48  3,153,128.46   sFT  1.00001256   +0 28 22.6
 LB2429;UTM  16      - 4,516,838.960   554,023.487   MT  0.99963592   +0 25 06.6
 LB2429
 LB2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2429!SPC IN E     -   0.99996980  x   1.00000873  =   0.99997853
 LB2429!SPC IN W     -   0.99996980  x   1.00001256  =   0.99998236
 LB2429!UTM  16      -   0.99996980  x   0.99963592  =   0.99960573
 LB2429
 LB2429:                Primary Azimuth Mark                     Grid Az
 LB2429:SPC IN E     -  MADISON                                  151 58 03.8
 LB2429:SPC IN W     -  MADISON                                  151 02 31.2
 LB2429:UTM  16      -  MADISON                                  151 05 47.2
 LB2429
 LB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5402316838(NAD 83)
 LB2429
 LB2429|---------------------------------------------------------------------|
 LB2429| PID    Reference Object                     Distance      Geod. Az  |
 LB2429|                                                           dddmmss.s |
 LB2429| CC8870 MARION RM                            18.450 METERS 14653     |
 LB2429| LB2419 MADISON                             APPROX. 0.7 KM 1513053.8 |
 LB2429|---------------------------------------------------------------------|
 LB2429
 LB2429                          SUPERSEDED SURVEY CONTROL
 LB2429
 LB2429  NAD 83(1986)-  40 48 02.79815(N)    086 21 34.45152(W) AD(       ) 2
 LB2429  NAD 27      -  40 48 02.64040(N)    086 21 34.45540(W) AD(       ) 2
 LB2429  USSD        -  40 48 02.66700(N)    086 21 34.30100(W) AD(       ) 3
 LB2429  NGVD 29             226.71   (m)          743.8    (f) LEVELING    3  
 LB2429
 LB2429.Superseded values are not recommended for survey control.
 LB2429
 LB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2429.See file dsdata.pdf to determine how the superseded data were derived.
 LB2429
 LB2429_MARKER: DS = TRIANGULATION STATION DISK
 LB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2429_STAMPING: MARION 1920
 LB2429_MARK LOGO: CGS
 LB2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2429+STABILITY: SURFACE MOTION
 LB2429
 LB2429  HISTORY     - Date     Condition        Report By
 LB2429  HISTORY     - 1920     MONUMENTED       CGS
 LB2429
 LB2429                          STATION DESCRIPTION
 LB2429
 LB2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2429'ABOUT 4-1/2 MILES N OF LOGANSPORT, ON THE E SIDE OF THE TRACK, ABOUT
 LB2429'200 YARDS N OF MILEPOST T. H. 119, 80 YARDS SW OF MRS. STACKHOUSES
 LB2429'RESIDENCE, 8.339 METERS (27.36 FEET) E OF THE E AND NEAREST RAIL.
 LB2429'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2429'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE
 LB2429'OF THE TRACK, 18.450 METERS (60.53 FEET) FROM THE STATION
 LB2429'S 03 DEG 07 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1587 ***********************************************************************
 LA1587  DESIGNATION -  MARION AZ MK
 LA1587  PID         -  LA1587
 LA1587  STATE/COUNTY-  IN/GRANT
 LA1587  COUNTRY     -  US
 LA1587  USGS QUAD   -  MARION (2019)
 LA1587
 LA1587                         *CURRENT SURVEY CONTROL
 LA1587  ______________________________________________________________________
 LA1587* NAD 83(1986) POSITION- 40 31 06.     (N) 085 38 21.     (W)   SCALED
 LA1587* NAVD 88 ORTHO HEIGHT -   257.202 (meters)      843.84  (feet) ADJUSTED
 LA1587  ______________________________________________________________________
 LA1587  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 LA1587  DYNAMIC HEIGHT  -        257.071 (meters)      843.41  (feet) COMP
 LA1587  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LA1587
 LA1587  VERT ORDER      -  FIRST     CLASS II
 LA1587
 LA1587.The horizontal coordinates were scaled from a map and have
 LA1587.an estimated accuracy of +/- 6 seconds.
 LA1587
 LA1587.The orthometric height was determined by differential leveling and
 LA1587.adjusted by the NATIONAL GEODETIC SURVEY
 LA1587.in June 1991.
 LA1587
 LA1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1587.GEOID18 height accuracy estimate available here.
 LA1587
 LA1587.Click photographs - Photos may exist for this station.
 LA1587
 LA1587.The dynamic height is computed by dividing the NAVD 88
 LA1587.geopotential number by the normal gravity value computed on the
 LA1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1587.degrees latitude (g = 980.6199 gals.).
 LA1587
 LA1587.The modeled gravity was interpolated from observed gravity values.
 LA1587
 LA1587;                    North         East    Units  Estimated Accuracy
 LA1587;SPC IN E     -   585,070.      102,330.      MT  (+/- 180 meters Scaled)
 LA1587
 LA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK152861(NAD 83)
 LA1587
 LA1587                          SUPERSEDED SURVEY CONTROL
 LA1587
 LA1587  NGVD 29 (??/??/92)  257.330  (m)          844.26   (f) ADJ UNCH    1 2
 LA1587
 LA1587.Superseded values are not recommended for survey control.
 LA1587
 LA1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1587.See file dsdata.pdf to determine how the superseded data were derived.
 LA1587
 LA1587_MARKER: DZ = AZIMUTH MARK DISK
 LA1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1587_STAMPING: MARION 1934
 LA1587_MARK LOGO: CGS
 LA1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1587+STABILITY: SURFACE MOTION
 LA1587
 LA1587  HISTORY     - Date     Condition        Report By
 LA1587  HISTORY     - 1934     MONUMENTED       CGS
 LA1587  HISTORY     - 1946     GOOD             CGS
 LA1587  HISTORY     - 1977     GOOD             DOD
 LA1587
 LA1587                          STATION DESCRIPTION
 LA1587
 LA1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1587'AT MARION.
 LA1587'AT MARION, AT THE VETERANS HOSPITAL, TO REACH FROM THE JUNCTION
 LA1587'OF STATE HIGHWAYS 9, 15 AND 21 AT THE WEST PART OF MARION GO ABOUT
 LA1587'3.5 MILES SOUTH AND EAST ALONG STATE HIGHWAY 21, THENCE ABOUT 0.9
 LA1587'MILE EAST ALONG 38TH STREET, THENCE ABOUT 0.3 MILE SOUTH ALONG A
 LA1587'DRIVE IN THE VETERANS HOSPITAL AREA.  ABOUT 200 FEET NORTHWEST
 LA1587'OF THE NORTHWEST CORNER OF THE T.B. WARD, 50 FEET EAST OF THE
 LA1587'CENTER LINE OF LINCOLN BLVD., 22.5 FEET EAST OF THE WEST BOUNDARY
 LA1587'FENCE LINE, 2 FEET NORTH OF A HEDGE ROW, AND SET IN THE TOP OF A
 LA1587'CONCRETE POST PROJECTING 4 INCHES.
 LA1587
 LA1587                          STATION RECOVERY (1977)
 LA1587
 LA1587'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2193 ***********************************************************************
 LA2193  DESIGNATION -  MARION GRANT CO CTHSE DOME
 LA2193  PID         -  LA2193
 LA2193  STATE/COUNTY-  IN/GRANT
 LA2193  COUNTRY     -  US
 LA2193  USGS QUAD   -  MARION (2019)
 LA2193
 LA2193                         *CURRENT SURVEY CONTROL
 LA2193  ______________________________________________________________________
 LA2193* NAD 83(1997) POSITION- 40 33 30.02855(N) 085 39 32.97051(W)   ADJUSTED
 LA2193  ______________________________________________________________________
 LA2193  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 LA2193  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 LA2193  HORZ ORDER      -  THIRD
 LA2193
 LA2193.The horizontal coordinates were established by classical geodetic methods
 LA2193.and adjusted by the National Geodetic Survey in May 1999.
 LA2193
 LA2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2193.GEOID18 height accuracy estimate available here.
 LA2193
 LA2193.Click photographs - Photos may exist for this station.
 LA2193
 LA2193.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2193
 LA2193. The following values were computed from the NAD 83(1997) position.
 LA2193
 LA2193;                    North         East     Units Scale Factor Converg.
 LA2193;SPC IN E     -   589,513.813   100,635.880   MT  0.99996667   +0 00 17.6
 LA2193;SPC IN E     - 1,934,096.57    330,169.55   sFT  0.99996667   +0 00 17.6
 LA2193;UTM  16      - 4,490,594.396   613,517.813   MT  0.99975862   +0 52 19.0
 LA2193
 LA2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1351790594(NAD 83)
 LA2193
 LA2193                          SUPERSEDED SURVEY CONTROL
 LA2193
 LA2193  NAD 83(1995)-  40 33 30.03207(N)    085 39 32.98326(W) AD(       ) 3
 LA2193  NAD 83(1986)-  40 33 30.03222(N)    085 39 32.98386(W) AD(       ) 3
 LA2193  NAD 27      -  40 33 29.90000(N)    085 39 33.07400(W) AD(       ) 3
 LA2193
 LA2193.Superseded values are not recommended for survey control.
 LA2193
 LA2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2193.See file dsdata.pdf to determine how the superseded data were derived.
 LA2193
 LA2193_MARKER: 87 = DOME
 LA2193
 LA2193  HISTORY     - Date     Condition        Report By
 LA2193  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2193
 LA2193                          STATION DESCRIPTION
 LA2193
 LA2193'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1585 ***********************************************************************
 LA1585  DESIGNATION -  MARION RM 1
 LA1585  PID         -  LA1585
 LA1585  STATE/COUNTY-  IN/GRANT
 LA1585  COUNTRY     -  US
 LA1585  USGS QUAD   -  MARION (2019)
 LA1585
 LA1585                         *CURRENT SURVEY CONTROL
 LA1585  ______________________________________________________________________
 LA1585* NAD 83(1986) POSITION- 40 31 21.17   (N) 085 38 23.61   (W)   HD_HELD1
 LA1585* NAVD 88 ORTHO HEIGHT -   257.803 (meters)      845.81  (feet) ADJUSTED
 LA1585  ______________________________________________________________________
 LA1585  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LA1585  DYNAMIC HEIGHT  -        257.672 (meters)      845.38  (feet) COMP
 LA1585  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LA1585
 LA1585  VERT ORDER      -  FIRST     CLASS II
 LA1585
 LA1585.The horizontal coordinates were determined by differentially corrected
 LA1585.hand held GPS observations or other comparable positioning techniques
 LA1585.and have an estimated accuracy of +/- 3 meters.
 LA1585
 LA1585.The orthometric height was determined by differential leveling and
 LA1585.adjusted by the NATIONAL GEODETIC SURVEY
 LA1585.in June 1991.
 LA1585
 LA1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1585.GEOID18 height accuracy estimate available here.
 LA1585
 LA1585.Click photographs - Photos may exist for this station.
 LA1585
 LA1585.The dynamic height is computed by dividing the NAVD 88
 LA1585.geopotential number by the normal gravity value computed on the
 LA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1585.degrees latitude (g = 980.6199 gals.).
 LA1585
 LA1585.The modeled gravity was interpolated from observed gravity values.
 LA1585
 LA1585;                    North         East    Units  Estimated Accuracy
 LA1585;SPC IN E     -   585,539.5     102,268.8     MT  (+/- 3 meters HH1 GPS) 
 LA1585
 LA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1521086646(NAD 83)
 LA1585
 LA1585                          SUPERSEDED SURVEY CONTROL
 LA1585
 LA1585  NGVD 29 (??/??/92)  257.932  (m)          846.23   (f) ADJ UNCH    1 2
 LA1585
 LA1585.Superseded values are not recommended for survey control.
 LA1585
 LA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1585.See file dsdata.pdf to determine how the superseded data were derived.
 LA1585
 LA1585_MARKER: DR = REFERENCE MARK DISK
 LA1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1585_STAMPING: MARION NO 1 1934
 LA1585_MARK LOGO: CGS
 LA1585_PROJECTION: FLUSH
 LA1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1585+STABILITY: SURFACE MOTION
 LA1585
 LA1585  HISTORY     - Date     Condition        Report By
 LA1585  HISTORY     - 1934     MONUMENTED       CGS
 LA1585  HISTORY     - 1946     GOOD             CGS
 LA1585  HISTORY     - 1977     GOOD             DOD
 LA1585
 LA1585                          STATION DESCRIPTION
 LA1585
 LA1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1585'AT MARION.
 LA1585'AT MARION, AT THE VETERANS HOSPITAL, TO REACH FROM THE JUNCTION
 LA1585'OF STATE HIGHWAYS 9, 15 AND 21 AT THE WEST PART OF MARION GO SOUTH
 LA1585'AND EAST FOR 3.5 MILES THENCE ABOUT 0.9 MILE EAST ALONG 38TH
 LA1585'STREET, ABOUT 139 FEET SOUTHEAST OF MARION STATION, SET ALONG
 LA1585'THE WEST EDGE OF THE MAIN ENTRANCE DRIVE WAY TO THE HOSPITAL, 23
 LA1585'FEET SOUTHEAST OF A 24 INCH MAPLE TREE, 117 FEET EAST OF THE WEST
 LA1585'FENCE LINE, 3 FEET WEST OF THE WEST CURB OF THE DRIVE WAY,
 LA1585'6 FEET NORTHWEST OF A LIGHT POLE, AND SET IN THE TOP OF A CONCRETE
 LA1585'POST ABOUT FLUSH WITH THE GROUND.
 LA1585
 LA1585                          STATION RECOVERY (1977)
 LA1585
 LA1585'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1586 ***********************************************************************
 LA1586  DESIGNATION -  MARION RM 2
 LA1586  PID         -  LA1586
 LA1586  STATE/COUNTY-  IN/GRANT
 LA1586  COUNTRY     -  US
 LA1586  USGS QUAD   -  MARION (2019)
 LA1586
 LA1586                         *CURRENT SURVEY CONTROL
 LA1586  ______________________________________________________________________
 LA1586* NAD 83(1986) POSITION- 40 31 20.20   (N) 085 38 24.92   (W)   HD_HELD1
 LA1586* NAVD 88 ORTHO HEIGHT -   258.522 (meters)      848.17  (feet) ADJUSTED
 LA1586  ______________________________________________________________________
 LA1586  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LA1586  DYNAMIC HEIGHT  -        258.390 (meters)      847.73  (feet) COMP
 LA1586  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LA1586
 LA1586  VERT ORDER      -  FIRST     CLASS II
 LA1586
 LA1586.The horizontal coordinates were determined by differentially corrected
 LA1586.hand held GPS observations or other comparable positioning techniques
 LA1586.and have an estimated accuracy of +/- 3 meters.
 LA1586
 LA1586.The orthometric height was determined by differential leveling and
 LA1586.adjusted by the NATIONAL GEODETIC SURVEY
 LA1586.in June 1991.
 LA1586
 LA1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1586.GEOID18 height accuracy estimate available here.
 LA1586
 LA1586.Click photographs - Photos may exist for this station.
 LA1586
 LA1586.The dynamic height is computed by dividing the NAVD 88
 LA1586.geopotential number by the normal gravity value computed on the
 LA1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1586.degrees latitude (g = 980.6199 gals.).
 LA1586
 LA1586.The modeled gravity was interpolated from observed gravity values.
 LA1586
 LA1586;                    North         East    Units  Estimated Accuracy
 LA1586;SPC IN E     -   585,509.6     102,238.0     MT  (+/- 3 meters HH1 GPS) 
 LA1586
 LA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1517986615(NAD 83)
 LA1586
 LA1586                          SUPERSEDED SURVEY CONTROL
 LA1586
 LA1586  NGVD 29 (??/??/92)  258.65   (m)          848.6    (f) COMPUTED    1 2
 LA1586
 LA1586.Superseded values are not recommended for survey control.
 LA1586
 LA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1586.See file dsdata.pdf to determine how the superseded data were derived.
 LA1586
 LA1586_MARKER: DR = REFERENCE MARK DISK
 LA1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1586_STAMPING: MARION NO II 1934
 LA1586_MARK LOGO: CGS
 LA1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1586+STABILITY: SURFACE MOTION
 LA1586
 LA1586  HISTORY     - Date     Condition        Report By
 LA1586  HISTORY     - 1934     MONUMENTED       CGS
 LA1586  HISTORY     - 1946     GOOD             CGS
 LA1586  HISTORY     - 1977     GOOD             DOD
 LA1586
 LA1586                          STATION DESCRIPTION
 LA1586
 LA1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1586'AT MARION.
 LA1586'AT MARION, AT THE VETERANS HOSPITAL.  TO REACH FROM THE JUNCTION
 LA1586'OF HIGHWAYS 9, 15 AND 21 IN THE WEST PART OF MARION, GO SOUTH AND
 LA1586'EAST FOR 3.5 MILES THENCE ABOUT 0.9 MILE EAST ALONG 38TH STREET,
 LA1586'ABOUT 173 FEET SOUTH OF MARION STATION, 30 FEET EAST OF THE CENTER
 LA1586'LINE OF LINCOLN BLVD. 15 FEET SOUTHWEST OF A 6 INCH MAPLE TREE,
 LA1586'1 FOOT EAST OF THE WEST BOUNDARY FENCE, ABOUT LEVEL WITH THE
 LA1586'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1586
 LA1586                          STATION RECOVERY (1977)
 LA1586
 LA1586'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2194 ***********************************************************************
 LA2194  DESIGNATION -  MARION ST PAULS CATH CH SPIRE
 LA2194  PID         -  LA2194
 LA2194  STATE/COUNTY-  IN/GRANT
 LA2194  COUNTRY     -  US
 LA2194  USGS QUAD   -  MARION (2019)
 LA2194
 LA2194                         *CURRENT SURVEY CONTROL
 LA2194  ______________________________________________________________________
 LA2194* NAD 83(1997) POSITION- 40 33 10.52503(N) 085 39 25.75195(W)   ADJUSTED
 LA2194  ______________________________________________________________________
 LA2194  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LA2194  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 LA2194  HORZ ORDER      -  THIRD
 LA2194
 LA2194.The horizontal coordinates were established by classical geodetic methods
 LA2194.and adjusted by the National Geodetic Survey in May 1999.
 LA2194
 LA2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2194.GEOID18 height accuracy estimate available here.
 LA2194
 LA2194.Click photographs - Photos may exist for this station.
 LA2194
 LA2194.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2194
 LA2194. The following values were computed from the NAD 83(1997) position.
 LA2194
 LA2194;                    North         East     Units Scale Factor Converg.
 LA2194;SPC IN E     -   588,912.246   100,805.764   MT  0.99996667   +0 00 22.3
 LA2194;SPC IN E     - 1,932,122.93    330,726.91   sFT  0.99996667   +0 00 22.3
 LA2194;UTM  16      - 4,489,995.593   613,696.744   MT  0.99975912   +0 52 23.3
 LA2194
 LA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1369689995(NAD 83)
 LA2194
 LA2194                          SUPERSEDED SURVEY CONTROL
 LA2194
 LA2194  NAD 83(1995)-  40 33 10.52829(N)    085 39 25.76467(W) AD(       ) 3
 LA2194  NAD 83(1986)-  40 33 10.52842(N)    085 39 25.76538(W) AD(       ) 3
 LA2194  NAD 27      -  40 33 10.38400(N)    085 39 25.85000(W) AD(       ) 3
 LA2194
 LA2194.Superseded values are not recommended for survey control.
 LA2194
 LA2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2194.See file dsdata.pdf to determine how the superseded data were derived.
 LA2194
 LA2194_MARKER: 91 = CHURCH CROSS
 LA2194
 LA2194  HISTORY     - Date     Condition        Report By
 LA2194  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2194
 LA2194                          STATION DESCRIPTION
 LA2194
 LA2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2194'STATION IS LOCATED ON THE EAST SIDE OF SOUTH BRANSON STREET AND ABOUT
 LA2194'200 FEET SOUTH OF EAST
 LA2194'9TH.  STREET IN THE CITY OF MARION.  IT IS THE TALLEST OF TWO SPIRES
 LA2194'AND LOCATED ON THE NORTHWEST CORNER
 LA2194'OF A BROWN BRICK CHURCH.  THE SPIRE IS OF METAL
 LA2194'CONSTRUCTION AND PAINTED SILVER.  THE POINT OBSERVED
 LA2194'ON WAS THE CROSS ON TOP OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2197 ***********************************************************************
 LA2197  DESIGNATION -  MARION VETERANS HOSPITAL STACK
 LA2197  PID         -  LA2197
 LA2197  STATE/COUNTY-  IN/GRANT
 LA2197  COUNTRY     -  US
 LA2197  USGS QUAD   -  MARION (2019)
 LA2197
 LA2197                         *CURRENT SURVEY CONTROL
 LA2197  ______________________________________________________________________
 LA2197* NAD 83(1997) POSITION- 40 31 04.75791(N) 085 38 01.42659(W)   ADJUSTED
 LA2197  ______________________________________________________________________
 LA2197  GEOID HEIGHT    -        -34.291 (meters)                     GEOID18
 LA2197  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 LA2197  HORZ ORDER      -  THIRD
 LA2197
 LA2197.The horizontal coordinates were established by classical geodetic methods
 LA2197.and adjusted by the National Geodetic Survey in May 1999.
 LA2197
 LA2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2197.GEOID18 height accuracy estimate available here.
 LA2197
 LA2197.Click photographs - Photos may exist for this station.
 LA2197
 LA2197.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2197
 LA2197. The following values were computed from the NAD 83(1997) position.
 LA2197
 LA2197;                    North         East     Units Scale Factor Converg.
 LA2197;SPC IN E     -   585,033.463   102,791.162   MT  0.99996676   +0 01 17.0
 LA2197;SPC IN E     - 1,919,397.29    337,240.67   sFT  0.99996676   +0 01 17.0
 LA2197;UTM  16      - 4,486,148.072   615,740.164   MT  0.99976489   +0 53 15.9
 LA2197
 LA2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1574086148(NAD 83)
 LA2197
 LA2197                          SUPERSEDED SURVEY CONTROL
 LA2197
 LA2197  NAD 83(1995)-  40 31 04.76116(N)    085 38 01.43928(W) AD(       ) 3
 LA2197  NAD 83(1986)-  40 31 04.76137(N)    085 38 01.43995(W) AD(       ) 3
 LA2197  NAD 27      -  40 31 04.61700(N)    085 38 01.52800(W) AD(       ) 3
 LA2197
 LA2197.Superseded values are not recommended for survey control.
 LA2197
 LA2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2197.See file dsdata.pdf to determine how the superseded data were derived.
 LA2197
 LA2197_MARKER: 63 = STACK
 LA2197
 LA2197  HISTORY     - Date     Condition        Report By
 LA2197  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2197  HISTORY     - 1948     GOOD             CGS
 LA2197  HISTORY     - 1962     GOOD             CGS
 LA2197
 LA2197                          STATION DESCRIPTION
 LA2197
 LA2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2197'STATION IS LOCATED IN THE CITY OF MARION ABOUT IN THE CENTER OF THE
 LA2197'VETERANS HOSPITAL
 LA2197'GROUNDS.  IT IS A LIGHT RED BRICK STACK ABOUT 200 FEET HIGH.  THE
 LA2197'POINT OBSERVED ON WAS THE CENTER OF
 LA2197'THE TOP OF THE STACK.
 LA2197'
 LA2197'PROBABLY THE SAME STATION LOCATED IN 1934.
 LA2197
 LA2197                          STATION RECOVERY (1962)
 LA2197
 LA2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA2197'RECOVERED AS DESCRIBED IN RECOVERY NOTE OF 1948 BY R. C. BOLSTAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2021 ***********************************************************************
 KA2021  DESIGNATION -  MARKEY
 KA2021  PID         -  KA2021
 KA2021  STATE/COUNTY-  IN/MONTGOMERY
 KA2021  COUNTRY     -  US
 KA2021  USGS QUAD   -  LADOGA (2019)
 KA2021
 KA2021                         *CURRENT SURVEY CONTROL
 KA2021  ______________________________________________________________________
 KA2021* NAD 83(1997) POSITION- 39 57 07.59175(N) 086 46 24.82412(W)   ADJUSTED
 KA2021* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 KA2021  ______________________________________________________________________
 KA2021  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 KA2021  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 KA2021  HORZ ORDER      -  FIRST
 KA2021
 KA2021.The horizontal coordinates were established by classical geodetic methods
 KA2021.and adjusted by the National Geodetic Survey in May 1999.
 KA2021
 KA2021.The orthometric height was scaled from a topographic map.
 KA2021
 KA2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2021.GEOID18 height accuracy estimate available here.
 KA2021
 KA2021.Click photographs - Photos may exist for this station.
 KA2021
 KA2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2021
 KA2021. The following values were computed from the NAD 83(1997) position.
 KA2021
 KA2021;                    North         East     Units Scale Factor Converg.
 KA2021;SPC IN W     -   522,246.206   926,470.158   MT  0.99997529   +0 11 56.1
 KA2021;SPC IN W     - 1,713,402.76  3,039,594.18   sFT  0.99997529   +0 11 56.1
 KA2021;UTM  16      - 4,422,466.332   519,342.163   MT  0.99960461   +0 08 43.5
 KA2021
 KA2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2021!SPC IN W     -   0.99996383  x   0.99997529  =   0.99993912
 KA2021!UTM  16      -   0.99996383  x   0.99960461  =   0.99956845
 KA2021
 KA2021:                Primary Azimuth Mark                     Grid Az
 KA2021:SPC IN W     -  MARKEY AZ MK                             347 48 58.8
 KA2021:UTM  16      -  MARKEY AZ MK                             347 52 11.4
 KA2021
 KA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1934222466(NAD 83)
 KA2021
 KA2021|---------------------------------------------------------------------|
 KA2021| PID    Reference Object                     Distance      Geod. Az  |
 KA2021|                                                           dddmmss.s |
 KA2021| CC8873 MARKEY RM 1                          48.793 METERS 13220     |
 KA2021| KA2022 ROACHDALE MUNICIPAL TANK            APPROX.11.3 KM 1925131.7 |
 KA2021| KA2020 LADOGA MUNICIPAL TANK               APPROX. 4.8 KM 2054210.7 |
 KA2021| LB2574 CRAWFORDSVILLE MID ST WIRE TK       APPROX.13.5 KM 3141437.4 |
 KA2021| LB2572 CRAWFORDSVILLE WIRE BRICK STK       APPROX.13.5 KM 3142201.0 |
 KA2021| LB2573 CRAWFORDSVILLE WIRE CONC STK        APPROX.13.4 KM 3143704.5 |
 KA2021| CC8872 MARKEY AZ MK                                       3480054.9 |
 KA2021|---------------------------------------------------------------------|
 KA2021
 KA2021                          SUPERSEDED SURVEY CONTROL
 KA2021
 KA2021  NAD 83(1986)-  39 57 07.59285(N)    086 46 24.83144(W) AD(       ) 1
 KA2021  NAD 27      -  39 57 07.43400(N)    086 46 24.80700(W) AD(       ) 1
 KA2021
 KA2021.Superseded values are not recommended for survey control.
 KA2021
 KA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2021.See file dsdata.pdf to determine how the superseded data were derived.
 KA2021
 KA2021_MARKER: DS = TRIANGULATION STATION DISK
 KA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2021_STAMPING: MARKEY 1939
 KA2021_MARK LOGO: CGS
 KA2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2021+STABILITY: SURFACE MOTION
 KA2021
 KA2021  HISTORY     - Date     Condition        Report By
 KA2021  HISTORY     - 1939     MONUMENTED       CGS
 KA2021
 KA2021                          STATION DESCRIPTION
 KA2021
 KA2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2021'THE STATION IS LOCATED ABOUT 3 MILES W AND 1 MILE S OF NEW ROSS ON
 KA2021'PROPERTY OWNED BY MR. GEORGE MARKEY. THE MARK IS SET IN THE NW
 KA2021'CORNER OF A WOODED PASTURE, 0.1 MILE W OF A NS ROAD, 38 FEET S OF
 KA2021'CENTER LINE OF EW ROAD, 21 FEET S OF FENCE, 60 FEET E OF A LARGE
 KA2021'OAK TREE, AND JUST E OF THE BARN LOT. THE MARK PROJECTS 7 INCHES AND
 KA2021'IS STAMPED MARKEY 1939.
 KA2021'
 KA2021'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA2021'BRONZE DISKS SET IN CONCRETE.
 KA2021'
 KA2021'REFERENCE MARK NO. 1 IS SE OF THE STATION, 60 FEET E OF A HICKORY
 KA2021'TREE, 25 FEET N OF A WALNUT TREE, 209 FEET E OF THE BARNYARD
 KA2021'FENCE. THE MARK PROJECTS 8 INCHES AND IS STAMPED MARKEY NO. 1 1939.
 KA2021'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT E OF
 KA2021'BARNYARD FENCE ABOUT 40 FEET N OF A SMALL LOADING PEN. THE MARK
 KA2021'PROJECTS 6 INCHES AND IS STAMPED MARKEY NO. 2 1939.
 KA2021'
 KA2021'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE N AND W OF THE STATION ON
 KA2021'PROPERTY OCCUPIED BY LEO RADFORD, IN THE S SIDE OF THE BARNYARD,
 KA2021'34 FEET SSW OF THE SW CORNER OF THE BARN, 1 FOOT N OF THE FENCE, 7
 KA2021'FEET E OF A GATE.
 KA2021'
 KA2021'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN NEW ROSS GO W ON
 KA2021'STATE HIGHWAY NO. 34 FOR 0.7 MILE TO ROAD FORKS, TAKE LEFT
 KA2021'FORK AND GO 2.35 MILES TO CROSSROADS, TURN LEFT AND GO S 1.0 MILE TO
 KA2021'CROSS ROAD, TURN RIGHT AND GO 0.1 MILE TO STATION ON LEFT. TO
 KA2021'REACH THE AZIMUTH FROM INTERSECTION OF CROSSROADS ABOVE, CONTINUE W
 KA2021'0.3 MILE TO WHITE HOUSE ON LEFT, TURN LEFT IN DRIVEWAY TO
 KA2021'BARNYARD AND MARK.
 KA2021'
 KA2021'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2042 ***********************************************************************
 LA2042  DESIGNATION -  MARKLE 2
 LA2042  PID         -  LA2042
 LA2042  STATE/COUNTY-  IN/WELLS
 LA2042  COUNTRY     -  US
 LA2042  USGS QUAD   -  MARKLE (2019)
 LA2042
 LA2042                         *CURRENT SURVEY CONTROL
 LA2042  ______________________________________________________________________
 LA2042* NAD 83(1997) POSITION- 40 49 47.56121(N) 085 19 57.95479(W)   ADJUSTED
 LA2042* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LA2042  ______________________________________________________________________
 LA2042  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 LA2042  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 LA2042  HORZ ORDER      -  SECOND
 LA2042
 LA2042.The horizontal coordinates were established by classical geodetic methods
 LA2042.and adjusted by the National Geodetic Survey in May 1999.
 LA2042
 LA2042.The orthometric height was scaled from a topographic map.
 LA2042
 LA2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2042.GEOID18 height accuracy estimate available here.
 LA2042
 LA2042.Click photographs - Photos may exist for this station.
 LA2042
 LA2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2042
 LA2042. The following values were computed from the NAD 83(1997) position.
 LA2042
 LA2042;                    North         East     Units Scale Factor Converg.
 LA2042;SPC IN E     -   619,720.061   128,164.053   MT  0.99997643   +0 13 05.9
 LA2042;SPC IN E     - 2,033,198.23    420,484.90   sFT  0.99997643   +0 13 05.9
 LA2042;UTM  16      - 4,521,209.682   640,579.822   MT  0.99984325   +1 05 24.9
 LA2042
 LA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2042!SPC IN E     -   0.99996659  x   0.99997643  =   0.99994302
 LA2042!UTM  16      -   0.99996659  x   0.99984325  =   0.99980985
 LA2042
 LA2042:                Primary Azimuth Mark                     Grid Az
 LA2042:SPC IN E     -  MARKLE 2 AZ MK                           159 31 18.0
 LA2042:UTM  16      -  MARKLE 2 AZ MK                           158 38 59.0
 LA2042
 LA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4057921209(NAD 83)
 LA2042
 LA2042|---------------------------------------------------------------------|
 LA2042| PID    Reference Object                     Distance      Geod. Az  |
 LA2042|                                                           dddmmss.s |
 LA2042| LA2019 BLUFFTON CITY WATER WORKS STK       APPROX.17.4 KM 1254308.0 |
 LA2042| LA2023 BLUFFTON CO CTHSE CLOCK TOWER       APPROX.16.9 KM 1262244.8 |
 LA2042| LA2021 BLUFFTON MUNICIPAL TANK             APPROX.16.7 KM 1293457.5 |
 LA2042| CC8878 MARKLE 2 AZ MK                                     1594423.9 |
 LA2042| CC8879 MARKLE 2 RM 3                        36.567 METERS 21934     |
 LA2042| CC8880 MARKLE 2 RM 4                        27.033 METERS 34758     |
 LA2042|---------------------------------------------------------------------|
 LA2042
 LA2042                          SUPERSEDED SURVEY CONTROL
 LA2042
 LA2042  NAD 83(1995)-  40 49 47.56266(N)    085 19 57.96287(W) AD(       ) 2
 LA2042  NAD 83(1986)-  40 49 47.56341(N)    085 19 57.97041(W) AD(       ) 2
 LA2042  NAD 27      -  40 49 47.39590(N)    085 19 58.06430(W) AD(       ) 2
 LA2042
 LA2042.Superseded values are not recommended for survey control.
 LA2042
 LA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2042.See file dsdata.pdf to determine how the superseded data were derived.
 LA2042
 LA2042_MARKER: DS = TRIANGULATION STATION DISK
 LA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2042_STAMPING: MARKLE 2 1955
 LA2042_MARK LOGO: CGS
 LA2042_PROJECTION: FLUSH
 LA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2042+STABILITY: SURFACE MOTION
 LA2042
 LA2042  HISTORY     - Date     Condition        Report By
 LA2042  HISTORY     - 1955     MONUMENTED       CGS
 LA2042  HISTORY     - 1961     GOOD             FAS
 LA2042
 LA2042                          STATION DESCRIPTION
 LA2042
 LA2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2042'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HUNTINGTON, AND ON
 LA2042'THE EAST EDGE OF THE SMALL SETTLEMENT OF MARKLE.  THE MARK IS EAST OF
 LA2042'A STANDARD OIL COMPANY BULK PLANT, 135 FEET NORTH OF THE CENTER OF
 LA2042'U.S. HIGHWAY 224, 54 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF AN
 LA2042'ANHYDROUS AMMONIA LOADING PLANT BUILDING, 13 FEET SOUTHEAST OF A FENCE
 LA2042'CORNER, 9 FEET EAST OF A WHITE 4 IN BY 4 IN WITNESS POST AND WIRE
 LA2042'FENCE, AND ON LAND OWNED BY MR. KENNETH STOOKEY.
 LA2042'
 LA2042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 LA2042'HIGHWAY 224 IN MARKLE, GO EAST ON U.S. HIGHWAY 224 FOR 0.25 MILE TO
 LA2042'THE STATION ON THE LEFT AS DESCRIBED.
 LA2042'
 LA2042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY FOR
 LA2042'0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 3, TURN LEFT (SOUTH) AND
 LA2042'FOLLOW STATE HIGHWAY 3 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY
 LA2042'116, TURN LEFT (EAST) AND FOLLOW STATE HIGHWAY 116 FOR 0.45 MILE TO
 LA2042'THE MARK ON THE LEFT AS DESCRIBED BELOW.
 LA2042'
 LA2042'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2042'IS STAMPED MARKLE 2 1955.
 LA2042'
 LA2042'REFERENCE MARK 3 IS 60 FEET NORTH OF THE CENTER OF THE HIGHWAY, 46
 LA2042'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STANDARD OIL COMPANY
 LA2042'BUILDING AND 0.5 FEET NORTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH
 LA2042'THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED MARKLE 2 NO 3 1955.
 LA2042'
 LA2042'REFERENCE MARK 4 IS 60 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LA2042'TRACK AND 39 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF AN
 LA2042'OUT-HOUSE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED MARKLE
 LA2042'2 NO 4 1955.
 LA2042'
 LA2042'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF STATE HIGHWAY 116,
 LA2042'1.5 FEET EAST OF A WHITE 4 IN BY 4 IN WITNESS POST AND 0.5 FEET NORTH
 LA2042'OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA2042'MARKLE 2 1955.
 LA2042'
 LA2042'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2042
 LA2042                          STATION RECOVERY (1961)
 LA2042
 LA2042'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2042'STATION AND AZ. MK. RECOVERED - NO SEARCH MADE FOR REFERENCE MARKS.
 LA2042'
 LA2042'PRESENT DESCRIPTION IS ADEQUATE AS SHOWN IN HORIZONTAL CONTROL DATA
 LA2042'SHEET 400851 STATION 1030 STAMPED MARKLE 2 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2241 ***********************************************************************
 ME2241  DESIGNATION -  MARQUETTE
 ME2241  PID         -  ME2241
 ME2241  STATE/COUNTY-  IN/ST JOSEPH
 ME2241  COUNTRY     -  US
 ME2241  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2241
 ME2241                         *CURRENT SURVEY CONTROL
 ME2241  ______________________________________________________________________
 ME2241* NAD 83(1997) POSITION- 41 42 16.45018(N) 086 16 36.72211(W)   ADJUSTED
 ME2241* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 ME2241  ______________________________________________________________________
 ME2241  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME2241  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2241  HORZ ORDER      -  THIRD
 ME2241
 ME2241.The horizontal coordinates were established by classical geodetic methods
 ME2241.and adjusted by the National Geodetic Survey in May 1999.
 ME2241
 ME2241.The orthometric height was scaled from a topographic map.
 ME2241
 ME2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2241.GEOID18 height accuracy estimate available here.
 ME2241
 ME2241.Click photographs - Photos may exist for this station.
 ME2241
 ME2241.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2241
 ME2241. The following values were computed from the NAD 83(1997) position.
 ME2241
 ME2241;                    North         East     Units Scale Factor Converg.
 ME2241;SPC IN E     -   716,985.513    49,212.830   MT  0.99999839   -0 24 21.5
 ME2241;SPC IN E     - 2,352,309.97    161,459.09   sFT  0.99999839   -0 24 21.5
 ME2241;UTM  16      - 4,617,228.358   560,164.530   MT  0.99964454   +0 28 52.0
 ME2241
 ME2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2241!SPC IN E     -   0.99997175  x   0.99999839  =   0.99997014
 ME2241!UTM  16      -   0.99997175  x   0.99964454  =   0.99961630
 ME2241
 ME2241:                Primary Azimuth Mark                     Grid Az
 ME2241:SPC IN E     -  MARQUETTE AZ MK                          176 12 20.6
 ME2241:UTM  16      -  MARQUETTE AZ MK                          175 19 07.1
 ME2241
 ME2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6016417228(NAD 83)
 ME2241
 ME2241|---------------------------------------------------------------------|
 ME2241| PID    Reference Object                     Distance      Geod. Az  |
 ME2241|                                                           dddmmss.s |
 ME2241| CM3089 MARQUETTE RM 1                       25.353 METERS 16757     |
 ME2241| CM3088 MARQUETTE AZ MK                                    1754759.1 |
 ME2241| CM3090 MARQUETTE RM 2                       29.729 METERS 27657     |
 ME2241|---------------------------------------------------------------------|
 ME2241
 ME2241                          SUPERSEDED SURVEY CONTROL
 ME2241
 ME2241  NAD 83(1994)-  41 42 16.45131(N)    086 16 36.72532(W) AD(       ) 3
 ME2241  NAD 83(1986)-  41 42 16.45195(N)    086 16 36.72735(W) AD(       ) 3
 ME2241  NAD 27      -  41 42 16.27720(N)    086 16 36.69770(W) AD(       ) 3
 ME2241
 ME2241.Superseded values are not recommended for survey control.
 ME2241
 ME2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2241.See file dsdata.pdf to determine how the superseded data were derived.
 ME2241
 ME2241_MARKER: DS = TRIANGULATION STATION DISK
 ME2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2241_STAMPING: MARQUETTE 1952
 ME2241_MARK LOGO: CGS
 ME2241_PROJECTION: FLUSH
 ME2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2241+STABILITY: SURFACE MOTION
 ME2241
 ME2241  HISTORY     - Date     Condition        Report By
 ME2241  HISTORY     - 1952     MONUMENTED       CGS
 ME2241  HISTORY     - 1968     GOOD             BRADY
 ME2241  HISTORY     - 20010930 GOOD             USPSQD
 ME2241
 ME2241                          STATION DESCRIPTION
 ME2241
 ME2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2241'STATION IS LOCATED IN THE NORTHWEST SECTION OF SOUTH BEND, ON THE
 ME2241'NORTHEAST CORNER OF THE
 ME2241'MARQUETTE SCHOOL GROUNDS.  IT IS 54 FEET SOUTHWEST OF THE T
 ME2241'INTERSECTION OF COLLEGE AND
 ME2241'BERGAN STREETS, 40 FEET WEST OF THE CENTER OF COLLEGE STREET AND 35
 ME2241'FEET SOUTH OF THE CENTER OF
 ME2241'BERGAN STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2241'MARQUETTE 1952.
 ME2241'
 ME2241'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTER OF COLLEGE STREET
 ME2241'AND 3 FEET EAST OF THE
 ME2241'CENTER OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2241'MARQUETTE NO 1 1952.
 ME2241'
 ME2241'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF BERGAN STREET
 ME2241'AND 3 FEET SOUTH OF THE
 ME2241'CENTER OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2241'MARQUETTE NO 2 1952.
 ME2241'
 ME2241'AZIMUTH MARK IS 122 FEET NORTH OF THE CENTER OF HAMILTON STREET, 18
 ME2241'FEET EAST OF THE CENTER OF
 ME2241'COLLEGE STREET, 6 FEET WEST OF THE CENTER OF A SIDEWALK AND 1 FOOT
 ME2241'NORTH OF A POWER LINE POLE.  THE
 ME2241'MARK IS FLUSH AND THE DISK IS STAMPED MARQUETTE 1952.
 ME2241'
 ME2241'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COLLEGE
 ME2241'STREET FOR 0.2 MILE TO THE
 ME2241'MARK ON THE LEFT AS DESCRIBED.
 ME2241'
 ME2241'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2241
 ME2241                          STATION RECOVERY (1968)
 ME2241
 ME2241'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1968 (JJ)
 ME2241'MARQUETTE 1952 GOOD.
 ME2241'REFERENCE MARK DISTANCES ARE REVERSED.  SHOULD BE- REFERENCE MARK 1
 ME2241'97.53 FT REFERENCE MARK 2 83.18 FT NO SEARCH WAS MADE FOR THE AZIMUTH
 ME2241'MARK.
 ME2241
 ME2241                          STATION RECOVERY (2001)
 ME2241
 ME2241'RECOVERY NOTE BY US POWER SQUADRON 2001 (SR)
 ME2241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1722 ***********************************************************************
 HA1722  DESIGNATION -  MARRS
 HA1722  PID         -  HA1722
 HA1722  STATE/COUNTY-  IN/POSEY
 HA1722  COUNTRY     -  US
 HA1722  USGS QUAD   -  CABORN (2019)
 HA1722
 HA1722                         *CURRENT SURVEY CONTROL
 HA1722  ______________________________________________________________________
 HA1722* NAD 83(1997) POSITION- 37 55 25.76829(N) 087 45 44.20924(W)   ADJUSTED
 HA1722* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 HA1722  ______________________________________________________________________
 HA1722  GEOID HEIGHT    -        -30.719 (meters)                     GEOID18
 HA1722  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 HA1722  HORZ ORDER      -  THIRD
 HA1722
 HA1722.The horizontal coordinates were established by classical geodetic methods
 HA1722.and adjusted by the National Geodetic Survey in May 1999.
 HA1722
 HA1722.The orthometric height was scaled from a topographic map.
 HA1722
 HA1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1722.GEOID18 height accuracy estimate available here.
 HA1722
 HA1722.Click photographs - Photos may exist for this station.
 HA1722
 HA1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1722
 HA1722. The following values were computed from the NAD 83(1997) position.
 HA1722
 HA1722;                    North         East     Units Scale Factor Converg.
 HA1722;SPC IN W     -   297,256.536   840,306.426   MT  1.00001054   -0 25 02.3
 HA1722;SPC IN W     -   975,249.15  2,756,905.33   sFT  1.00001054   -0 25 02.3
 HA1722;SPC KY1Z     - 1,178,423.823 1,323,104.265   MT  0.99990528   -1 14 07.7
 HA1722;SPC KY1Z     - 3,866,212.16  4,340,884.58   sFT  0.99990528   -1 14 07.7
 HA1722;SPC KY S     -   678,394.097   323,087.480   MT  0.99999828   -1 13 13.3
 HA1722;SPC KY S     - 2,225,697.97  1,059,996.17   sFT  0.99999828   -1 13 13.3
 HA1722;UTM  16      - 4,197,637.169   433,004.165   MT  0.99965528   -0 28 06.7
 HA1722
 HA1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1722!SPC IN W     -   0.99998648  x   1.00001054  =   0.99999702
 HA1722!SPC KY1Z     -   0.99998648  x   0.99990528  =   0.99989176
 HA1722!SPC KY S     -   0.99998648  x   0.99999828  =   0.99998476
 HA1722!UTM  16      -   0.99998648  x   0.99965528  =   0.99964176
 HA1722
 HA1722:                Primary Azimuth Mark                     Grid Az
 HA1722:SPC IN W     -  MARRS AZ MK                              260 04 15.4
 HA1722:SPC KY1Z     -  MARRS AZ MK                              260 53 20.8
 HA1722:SPC KY S     -  MARRS AZ MK                              260 52 26.4
 HA1722:UTM  16      -  MARRS AZ MK                              260 07 19.8
 HA1722
 HA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3300497637(NAD 83)
 HA1722
 HA1722|---------------------------------------------------------------------|
 HA1722| PID    Reference Object                     Distance      Geod. Az  |
 HA1722|                                                           dddmmss.s |
 HA1722| CG8925 MARRS RM 1                           42.760 METERS 04910     |
 HA1722| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX.16.2 KM 1414508.2 |
 HA1722| CG8924 MARRS AZ MK                                        2593913.1 |
 HA1722| CG8926 MARRS RM 2                           31.257 METERS 34056     |
 HA1722|---------------------------------------------------------------------|
 HA1722
 HA1722                          SUPERSEDED SURVEY CONTROL
 HA1722
 HA1722  NAD 83(1986)-  37 55 25.77408(N)    087 45 44.21185(W) AD(       ) 3
 HA1722  NAD 27      -  37 55 25.62791(N)    087 45 44.13545(W) AD(       ) 3
 HA1722
 HA1722.Superseded values are not recommended for survey control.
 HA1722
 HA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1722.See file dsdata.pdf to determine how the superseded data were derived.
 HA1722
 HA1722_MARKER: DS = TRIANGULATION STATION DISK
 HA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1722_STAMPING: MARRS 1962
 HA1722_MARK LOGO: CGS
 HA1722_PROJECTION: RECESSED 5 CENTIMETERS
 HA1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1722+STABILITY: SURFACE MOTION
 HA1722
 HA1722  HISTORY     - Date     Condition        Report By
 HA1722  HISTORY     - 1962     MONUMENTED       CGS
 HA1722  HISTORY     - 1964     GOOD             FAS
 HA1722  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HA1722
 HA1722                          STATION DESCRIPTION
 HA1722
 HA1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HA1722'LOCATED ABOUT 9 MILES WEST OF EVANSVILLE, 1-1/2 MILES SOUTHWEST OF
 HA1722'THE SMALL SETTLEMENT OF MARRS CENTER AND ON THE PROPERTY OF MR.
 HA1722'J.E. BURRIS. IT IS 78 FEET SOUTHWEST OF A TELEPHONE POLE, 65 FEET
 HA1722'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 13 FEET
 HA1722'NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND 12 FEET NORTH OF A
 HA1722'WIRE FENCE. THE MONUMENT IS UNDERGROUND 2 INCHES AND IS STAMPED
 HA1722'MARRS 1962.
 HA1722'
 HA1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 HA1722'HIGHWAYS 62 AND 66 AT THE WEST EDGE OF EVANSVILLE, GO WEST ON STATE
 HA1722'HIGHWAY 62 FOR 8.85 MILES TO THE MARRS CENTER SCHOOL ON THE LEFT.
 HA1722'CONTINUE WEST ON HIGHWAY 62 FOR 0.15 MILE TO A PAVED CROSSROAD (FORD
 HA1722'ROAD). TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 1.2 MILE TO A
 HA1722'GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD
 HA1722'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 HA1722'
 HA1722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 HA1722'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HA1722'
 HA1722'REFERENCE MARK 1 IS 62 FEET SOUTHEAST OF A POWER POLE WITH A
 HA1722'TRANSFORMER, 61 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 15
 HA1722'FEET WEST OF A 30 INCH CATALPA TREE, AND 20 FEET NORTH OF THE
 HA1722'CENTERLINE OF THE ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 HA1722'STAMPED MARRS NO. 1 1962.
 HA1722'
 HA1722'REFERENCE MARK 2 IS 36 FEET NORTHWEST OF THE INTERSECTION OF THE
 HA1722'GRAVELED ROAD WEST AND A GRAVELED ROAD NORTH, 35 FEET WEST OF THE
 HA1722'SOUTHWEST CORNER OF A SMALL SHED, 2 FEET SOUTH OF POWER POLE 30986, 9
 HA1722'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 FEET NORTH
 HA1722'OF THE POWER POLE GUY POLE. THE MONUMENT PROJECTS 4 INCHES AND THE
 HA1722'DISK IS STAMPED MARRS NO. 2 1962.
 HA1722'
 HA1722'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HA1722'ROAD, 41 FEET SOUTH OF TELEPHONE POLE 449, 2 FEET SOUTHEAST OF A
 HA1722'WITNESS POST AND 1 FOOT WEST OF A GUY POLE. THE MONUMENT PROJECTS 4
 HA1722'INCHES AND THE DISK IS STAMPED MARRS 1962.
 HA1722'
 HA1722'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 HA1722
 HA1722                          STATION RECOVERY (1964)
 HA1722
 HA1722'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 HA1722'MARRS 1962 -GOOD.
 HA1722'
 HA1722'REC. AS DESC.
 HA1722
 HA1722                          STATION RECOVERY (1989)
 HA1722
 HA1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2333 ***********************************************************************
 ME2333  DESIGNATION -  MARSH
 ME2333  PID         -  ME2333
 ME2333  STATE/COUNTY-  IN/MARSHALL
 ME2333  COUNTRY     -  US
 ME2333  USGS QUAD   -  PLYMOUTH (2019)
 ME2333
 ME2333                         *CURRENT SURVEY CONTROL
 ME2333  ______________________________________________________________________
 ME2333* NAD 83(1997) POSITION- 41 18 18.52888(N) 086 21 27.75145(W)   ADJUSTED
 ME2333* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 ME2333  ______________________________________________________________________
 ME2333  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 ME2333  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 ME2333  HORZ ORDER      -  SECOND
 ME2333
 ME2333.The horizontal coordinates were established by classical geodetic methods
 ME2333.and adjusted by the National Geodetic Survey in May 1999.
 ME2333
 ME2333.The orthometric height was scaled from a topographic map.
 ME2333
 ME2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2333.GEOID18 height accuracy estimate available here.
 ME2333
 ME2333.Click photographs - Photos may exist for this station.
 ME2333
 ME2333.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2333
 ME2333. The following values were computed from the NAD 83(1997) position.
 ME2333
 ME2333;                    North         East     Units Scale Factor Converg.
 ME2333;SPC IN E     -   672,676.084    42,129.764   MT  1.00000787   -0 27 22.1
 ME2333;SPC IN E     - 2,206,938.12    138,220.73   sFT  1.00000787   -0 27 22.1
 ME2333;SPC IN W     -   672,699.718   960,766.315   MT  1.00001209   +0 28 44.3
 ME2333;SPC IN W     - 2,207,015.66  3,152,114.15   sFT  1.00001209   +0 28 44.3
 ME2333;UTM  16      - 4,572,831.094   553,767.930   MT  0.99963558   +0 25 26.3
 ME2333
 ME2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2333!SPC IN E     -   0.99996658  x   1.00000787  =   0.99997445
 ME2333!SPC IN W     -   0.99996658  x   1.00001209  =   0.99997867
 ME2333!UTM  16      -   0.99996658  x   0.99963558  =   0.99960217
 ME2333
 ME2333:                Primary Azimuth Mark                     Grid Az
 ME2333:SPC IN E     -  MARSH AZ MK                              191 37 50.9
 ME2333:SPC IN W     -  MARSH AZ MK                              190 41 44.5
 ME2333:UTM  16      -  MARSH AZ MK                              190 45 02.5
 ME2333
 ME2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5376772831(NAD 83)
 ME2333
 ME2333|---------------------------------------------------------------------|
 ME2333| PID    Reference Object                     Distance      Geod. Az  |
 ME2333|                                                           dddmmss.s |
 ME2333| ME2334 TWIN                                 27.085 METERS 08320     |
 ME2333| CM3094 MARSH RM 1                           26.004 METERS 15110     |
 ME2333| ME2300 ZANNER                              APPROX. 8.0 KM 1592409.3 |
 ME2333| CM3093 MARSH AZ MK                                        1911028.8 |
 ME2333|---------------------------------------------------------------------|
 ME2333
 ME2333                          SUPERSEDED SURVEY CONTROL
 ME2333
 ME2333  NAD 83(1986)-  41 18 18.53354(N)    086 21 27.75924(W) AD(       ) 2
 ME2333  NAD 27      -  41 18 18.38530(N)    086 21 27.73700(W) AD(       ) 2
 ME2333
 ME2333.Superseded values are not recommended for survey control.
 ME2333
 ME2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2333.See file dsdata.pdf to determine how the superseded data were derived.
 ME2333
 ME2333_MARKER: DS = TRIANGULATION STATION DISK
 ME2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2333_STAMPING: MARSH 1952
 ME2333_MARK LOGO: CGS
 ME2333_PROJECTION: RECESSED 36 CENTIMETERS
 ME2333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2333+STABILITY: SURFACE MOTION
 ME2333
 ME2333  HISTORY     - Date     Condition        Report By
 ME2333  HISTORY     - 1952     MONUMENTED       CGS
 ME2333  HISTORY     - 1975     GOOD             NGS
 ME2333  HISTORY     - 19850321 GOOD             NGS
 ME2333
 ME2333                          STATION DESCRIPTION
 ME2333
 ME2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2333'STATION IS LOCATED ON THE PROPERTY OF MRS. MARSH ON THE WEST SIDE OF
 ME2333'THE PENNSYLVANIA RAILROAD TRACKS ABOUT 4 MILES SOUTHWEST OF PLYMOUTH.
 ME2333'IT IS 128 FEET WEST OF THE CROSSING OF A GRAVEL ROAD AND THE RAILROAD
 ME2333'TRACKS, 69 FEET WEST OF A FENCE CORNER AND 7 FEET SOUTH OF A WHITE
 ME2333'WITNESS POST AND FENCE LINE.  THE MARK IS ABOUT 14 INCHES UNDERGROUND
 ME2333'AND THE DISK IS STAMPED MARSH 1952.
 ME2333'
 ME2333'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 ME2333'TRACKS AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 ME2333'AND THE DISK IS STAMPED MARSH NO 1 1952.
 ME2333'
 ME2333'TWIN 1920 1952 WAS USED AS A REFERENCE MARK.  IT IS 43 FEET WEST OF
 ME2333'THE WEST RAIL OF THE RAILROAD TRACKS AND 5 FEET EAST OF A FENCE.  THE
 ME2333'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED TWIN 1920 1952.
 ME2333'
 ME2333'AZIMUTH MARK IS 21 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 ME2333'21 FEET NORTH OF THE CENTER OF A PAVED ROAD, 2 FEET WEST OF A
 ME2333'TELEPHONE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 ME2333'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MARSH 1952.
 ME2333'
 ME2333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2333'HIGHWAY 17 IN PLYMOUTH, GO WEST AND SOUTH ON HIGHWAY 17 FOR 1.8 MILES
 ME2333'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 2.0
 ME2333'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.0
 ME2333'MILE TO A CROSSROAD*.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 ME2333'0.1 MILE TO WHERE THE GRAVEL ROAD CROSSES THE RAILROAD TRACKS AND THE
 ME2333'STATION ON THE LEFT AS DESCRIBED.
 ME2333'
 ME2333'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, GO SOUTH ON A PAVED
 ME2333'ROAD FOR 0.3 MILE TO THE RAILROAD TRACKS AND THE MARK ON THE RIGHT AS
 ME2333'DESCRIBED.
 ME2333'
 ME2333'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2333
 ME2333                          STATION RECOVERY (1975)
 ME2333
 ME2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2333'STATION MARK, TWIN 1920 1952 (USED AS AN REFERENCE MARK)  RM 1 AND THE
 ME2333'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 ME2333'MARK IS NOT VISIBLE GROUND TO GROUND.  DUE TO SOME ROAD CHANGES A NEW
 ME2333'DESCRIPTION FOLLOWS.
 ME2333'
 ME2333'THE STATION IS 122 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 95
 ME2333'FEET WEST OF A FENCELINE AND 90 FEET WEST OF A POWERLINE POLE.  THE
 ME2333'MONUMENT IS UNDERGROUND ABOUT 15 INCHES AND THE DISK IS STAMPED MARSH
 ME2333'1952.  THE ANGLE BETWEEN TWIN 1920 1952 AND RM 1 AND THE DISTANCE
 ME2333'VERIFIED THE 1952 DATA.
 ME2333'
 ME2333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND SOUTH
 ME2333'MICHIGAN STREET IN PLYMOUTH, GO WEST AND SOUTH ON STATE HIGHWAY 17 FOR
 ME2333'1.8 MILES TO A PAVED ROAD LEFT.  TURN LEFT ON PAVED ROAD AND GO SOUTH
 ME2333'FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT GO WEST ON A PAVED ROAD FOR
 ME2333'1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 ME2333'0.1 MILE TO WHERE ROAD CROSSES RAIL ROAD TRACK AND STATION AS
 ME2333'DESCRIBED.
 ME2333'
 ME2333'TWIN 1920 1952 IS 33 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 9
 ME2333'FEET SOUTHWEST OF A POWERLINE POLE AND 6 FEET EAST OF A FENCELINE.
 ME2333'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TWIN 1920 1952.
 ME2333'
 ME2333'REFERENCE MARK 1 IS 58 FEET NORTH OF A POWERLINE POLE 7 FEET WEST OF
 ME2333'THE EDGE OF A CUT IN THE RAIL ROAD BANK AND 1 FOOT WEST OF THE FENCE
 ME2333'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH NO
 ME2333'1 1952.
 ME2333'
 ME2333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED ROAD
 ME2333'FOR 0.4 MILE TO THE CROSSING OF THE RAIL ROAD TRACKS AND THE MARK AS
 ME2333'DESCRIBED.  IT IS 21 FEET EAST OF THE EASTRAIL OF THE RAIL ROAD TRACK,
 ME2333'21 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTHWEST OF A
 ME2333'2 INCH PIPE WITH A BEND AT THE TOP AND ABOUT 4 FEET HIGH.  THE
 ME2333'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MARSH 1952.
 ME2333'
 ME2333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST OF
 ME2333'PLYMOUTH.
 ME2333
 ME2333                          STATION RECOVERY (1985)
 ME2333
 ME2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 ME2333'THE STATION MARK, TWIN RESET, REFERENCE MARK 1 AND THE AZIMUTH MARK
 ME2333'WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL NO LONGER
 ME2333'SEE TO THE STATION DUE TO TREES ON LINE.  THE REFERENCE MARK AND TWIN
 ME2333'1920 1952 WAS TO BE DESTROYED BY LAND OWNER FILLING IN OLD ABANDONED
 ME2333'RAILROAD TRACK SO A NEW TWIN 2 1985 WAS ESTABLISHED AT THIS TIME.  THE
 ME2333'DISTANCES AND THE ANGLE BETWEEN THE TWO REFEERENCE MARKS CHECKED THE
 ME2333'1952 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 ME2333'
 ME2333'STATION IS LOCATED ON PROPERTY OF MR BUD BROWN WHO LIVES AT THE
 ME2333'STATION AND ABOUT 4 MILES (6.4 KM) SOUTH OF PLYMOUTH.
 ME2333'
 ME2333'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 31 AND STATE
 ME2333'HIGHWAY 17 IN PLYMOUTH, GO WEST AND SOUTH ON HIGHWAY 17 FOR 2.88 KM,
 ME2333'(1.80 MI) 1.8 MILES (2.9 KM) TO A PAVED ROAD LEFT, S OLIVE RD.  TURN
 ME2333'LEFT AND GO SOUTH ON S OLIVE RD FOR 3.2 KM, (2.00 MI) 2.0 MILES
 ME2333'(3.2 KM) TO A CROSSROAD, E 12TH RD.  TURN RIGHT AND GO WEST ON E 12TH
 ME2333'RD FOR 1.6 KM, (1.00 MI) 1 MILE (1.6 KM) TO A CROSSROAD, PEAR RD.
 ME2333'TURN RIGHT AND GO NORTH ON PEAR RD FOR 0.08 KM, (0.05 MI) 0.05 MILE
 ME2333'(0.08 KM) TO STATION ON LEFT OUT IN CULTIVATED FIELD.
 ME2333'
 ME2333'THE STATION IS A STANDARD NGS DISK STAMPED,---MARSH 1952---, SET INTO
 ME2333'THE TOP OF A SQUARE CONCRETE MONUMENT, RECESSED 14 INCHES (35 CM)
 ME2333'BELOW THE GROUND. LOCATED 64.922 METERS, (212.998 FT) 213.0 FT
 ME2333'(64.9 M) NORTHWEST FROM A WITNESS POST, 39.624 METERS, (130.000 FT)
 ME2333'130.0 FT (39.6 M) NORTH-NORTHWEST FROM A UTILITY POLE, 39.014 METERS,
 ME2333'(127.998 FT) 128.0 FT (39.0 M) WEST FROM THE CENTER OF PEAR ROAD AND
 ME2333'28.346 METERS, (92.999 FT) 93.0 FT (28.3 M) WEST-SOUTHWEST FROM A
 ME2333'UTILITY POLE, AND 1.2 METERS, (3.9 FT) 4.0 FT (1.2 M) ABOVE THE
 ME2333'STATION.
 ME2333'
 ME2333'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TWIN 2 1985
 ME2333'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0261 ***********************************************************************
 ME0261  FBN         -  This is a Federal Base Network Control Station.
 ME0261  DESIGNATION -  MARSHALL
 ME0261  PID         -  ME0261
 ME0261  STATE/COUNTY-  IN/MARSHALL
 ME0261  COUNTRY     -  US
 ME0261  USGS QUAD   -  PLYMOUTH (2019)
 ME0261
 ME0261                         *CURRENT SURVEY CONTROL
 ME0261  ______________________________________________________________________
 ME0261* NAD 83(2011) POSITION- 41 19 55.54862(N) 086 16 04.38465(W)   ADJUSTED
 ME0261* NAD 83(2011) ELLIP HT-   220.899 (meters)        (06/27/12)   ADJUSTED
 ME0261* NAD 83(2011) EPOCH   -  2010.00
 ME0261* NAVD 88 ORTHO HEIGHT -   254.698 (meters)      835.62  (feet) ADJUSTED
 ME0261  ______________________________________________________________________
 ME0261  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0261  NAD 83(2011) X  -    312,210.777 (meters)                     COMP
 ME0261  NAD 83(2011) Y  - -4,786,307.827 (meters)                     COMP
 ME0261  NAD 83(2011) Z  -  4,190,333.793 (meters)                     COMP
 ME0261  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 ME0261  DYNAMIC HEIGHT  -        254.591 (meters)      835.27  (feet) COMP
 ME0261  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 ME0261
 ME0261  VERT ORDER      -  FIRST     CLASS I
 ME0261
 ME0261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0261  Standards:
 ME0261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0261  -------------------------------------------------------------------
 ME0261  NETWORK    0.29   0.96           0.13   0.10   0.49     -0.00524648
 ME0261  -------------------------------------------------------------------
 ME0261  Click here for local accuracies and other accuracy information.
 ME0261
 ME0261.The horizontal coordinates were established by GPS observations
 ME0261.and adjusted by the National Geodetic Survey in June 2012.
 ME0261
 ME0261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0261.been affixed to the stable North American tectonic plate. See 
 ME0261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0261
 ME0261.The horizontal coordinates are valid at the epoch date displayed above
 ME0261.which is a decimal equivalence of Year/Month/Day.
 ME0261
 ME0261.The orthometric height was determined by differential leveling and
 ME0261.adjusted by the NATIONAL GEODETIC SURVEY
 ME0261.in June 1991.
 ME0261
 ME0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0261.GEOID18 height accuracy estimate available here.
 ME0261
 ME0261.Click photographs - Photos may exist for this station.
 ME0261
 ME0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0261
 ME0261.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0261
 ME0261.The ellipsoidal height was determined by GPS observations
 ME0261.and is referenced to NAD 83.
 ME0261
 ME0261.The dynamic height is computed by dividing the NAVD 88
 ME0261.geopotential number by the normal gravity value computed on the
 ME0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0261.degrees latitude (g = 980.6199 gals.).
 ME0261
 ME0261.The modeled gravity was interpolated from observed gravity values.
 ME0261
 ME0261. The following values were computed from the NAD 83(2011) position.
 ME0261
 ME0261;                    North         East     Units Scale Factor Converg.
 ME0261;SPC IN E     -   675,613.072    49,672.719   MT  0.99999783   -0 23 49.4
 ME0261;SPC IN E     - 2,216,573.89    162,967.91   sFT  0.99999783   -0 23 49.4
 ME0261;UTM  16      - 4,575,882.523   561,262.156   MT  0.99964619   +0 29 00.7
 ME0261
 ME0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0261!SPC IN E     -   0.99996535  x   0.99999783  =   0.99996318
 ME0261!UTM  16      -   0.99996535  x   0.99964619  =   0.99961155
 ME0261
 ME0261:                Primary Azimuth Mark                     Grid Az
 ME0261:SPC IN E     -  MARSHALL AZ MK                           080 12 47.0
 ME0261:UTM  16      -  MARSHALL AZ MK                           079 19 56.9
 ME0261
 ME0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6126275882(NAD 83)
 ME0261
 ME0261|---------------------------------------------------------------------|
 ME0261| PID    Reference Object                     Distance      Geod. Az  |
 ME0261|                                                           dddmmss.s |
 ME0261| ME0260 MARSHALL RM 1                        25.820 METERS 07553     |
 ME0261| ME0259 MARSHALL AZ MK                                     0794857.6 |
 ME0261| ME0262 MARSHALL RM 2                        24.345 METERS 16802     |
 ME0261| ME2296 ARGOS MUNICIPAL TANK                APPROX.10.8 KM 1703949.9 |
 ME0261| ME2336 PLYMOUTH N IND PUB SERVICE RAD      APPROX. 4.0 KM 2793942.0 |
 ME0261| ME2332 PLYMOUTH MUN WATER WORKS STK        APPROX. 3.5 KM 2815208.2 |
 ME0261| ME2335 PLYMOUTH CO CTHSE CLOCK TOWER       APPROX. 3.9 KM 2894329.7 |
 ME0261|---------------------------------------------------------------------|
 ME0261
 ME0261                          SUPERSEDED SURVEY CONTROL
 ME0261
 ME0261  NAD 83(2007)-  41 19 55.54867(N)    086 16 04.38610(W) AD(2002.00) 0
 ME0261  ELLIP H (02/10/07)  220.907  (m)                       GP(2002.00)    
 ME0261  NAD 83(1997)-  41 19 55.54845(N)    086 16 04.38600(W) AD(       ) B
 ME0261  ELLIP H (04/10/98)  220.894  (m)                       GP(       ) 4 1
 ME0261  NAD 83(1986)-  41 19 55.55332(N)    086 16 04.39384(W) AD(       ) 2
 ME0261  NAD 27      -  41 19 55.39690(N)    086 16 04.37490(W) AD(       ) 2
 ME0261  NAVD 88             254.70   (m)          835.6    (f) LEVELING    3  
 ME0261  NGVD 29 (01/19/93)  254.820  (m)          836.02   (f) ADJUSTED    1 1
 ME0261  NGVD 29 (??/??/92)  254.820  (m)          836.02   (f) SUPERSEDED  1 1
 ME0261  NGVD 29             254.82   (m)          836.0    (f) LEVELING    3  
 ME0261
 ME0261.Superseded values are not recommended for survey control.
 ME0261
 ME0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0261.See file dsdata.pdf to determine how the superseded data were derived.
 ME0261
 ME0261_MARKER: DS = TRIANGULATION STATION DISK
 ME0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0261_STAMPING: MARSHALL 1952
 ME0261_MARK LOGO: CGS
 ME0261_PROJECTION: FLUSH
 ME0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0261+STABILITY: SURFACE MOTION
 ME0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0261+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 ME0261
 ME0261  HISTORY     - Date     Condition        Report By
 ME0261  HISTORY     - 1952     MONUMENTED       CGS
 ME0261  HISTORY     - 1958     GOOD             CGS
 ME0261  HISTORY     - 1968     GOOD             CGS
 ME0261  HISTORY     - 1975     GOOD             NGS
 ME0261  HISTORY     - 1983     GOOD             LOCSUR
 ME0261  HISTORY     - 1984     GOOD             INDNR
 ME0261  HISTORY     - 1989     GOOD             USPSQD
 ME0261  HISTORY     - 1990     GOOD             USPSQD
 ME0261  HISTORY     - 19920909 GOOD             NGS
 ME0261  HISTORY     - 19970807 GOOD             SEC
 ME0261  HISTORY     - 19980725 GOOD             WOOLPT
 ME0261  HISTORY     - 20030616 GOOD             INDOT
 ME0261  HISTORY     - 20060217 GOOD             DAVEVN
 ME0261  HISTORY     - 20110706 GOOD             INDIV
 ME0261  HISTORY     - 20160615 GOOD             GRWAS
 ME0261  HISTORY     - 20200811 GOOD             INDOT
 ME0261
 ME0261                          STATION DESCRIPTION
 ME0261
 ME0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0261'STATION IS LOCATED ON THE GROUNDS OF THE MARSHALL COUNTY HOME ON THE
 ME0261'NORTH SIDE OF U.S. HIGHWAY 30 ABOUT 2 MILES EAST OF PLYMOUTH.  IT IS
 ME0261'148 FEET SOUTH OF THE SOUTHEAST CORNER OF THE COUNTY HOME BARN, 111
 ME0261'FEET NORTH OF THE CENTER OF THE HIGHWAY, 50 FEET NORTH OF A TELEPHONE
 ME0261'POLE AND 34 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY.  THE MARK IS
 ME0261'FLUSH AND THE DISK IS STAMPED MARSHALL 1952.
 ME0261'
 ME0261'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE CENTER OF THE DRIVEWAY AND
 ME0261'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 ME0261'DISK IS STAMPED MARSHALL NO 1 1952.
 ME0261'
 ME0261'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 ME0261'THE DISK IS SET FLUSH IN A DRILL HOLE IN THE WEST END OF A CONCRETE
 ME0261'ABUTMENT OF A CULVERT AND IT IS STAMPED MARSHALL NO 2 1952.
 ME0261'
 ME0261'AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME0261'SOUTH OF A WHITE WITNESS POST, 1 FOOT NORTH OF A POWER POLE AND 1 FOOT
 ME0261'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME0261'STAMPED MARSHALL 1952.
 ME0261'
 ME0261'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 30 FOR
 ME0261'0.4 MILE TO A GRAVEL CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND GO NORTH
 ME0261'FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME0261'
 ME0261'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 ME0261
 ME0261                          STATION RECOVERY (1958)
 ME0261
 ME0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RRG)
 ME0261'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 ME0261'AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 ME0261
 ME0261                          STATION RECOVERY (1968)
 ME0261
 ME0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0261'2.4 MI E FROM PLYMOUTH.
 ME0261'ABOUT 2.4 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0261'STATION AT PLYMOUTH, ABOUT 75 YARDS NORTH OF THE TRACK, ON THE
 ME0261'GROUNDS OF THE MARSHALL COUNTY HOME, 147 FEET SOUTH OF THE
 ME0261'SOUTHEAST CORNER OF A BARN, 108 FEET NORTH OF THE CENTER LINE OF
 ME0261'BUSINESS ROUTE U.S. HIGHWAY 30, 33 FEET SOUTHWEST OF THE CENTER
 ME0261'OF THE JUNCTION OF A DRIVE TO HOME AND BARN, ABOUT LEVEL WITH THE
 ME0261'HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE DRIVEWAY AND SET IN THE
 ME0261'TOP OF A CONCRETE POST 1 INCH UNDERGROUND.  IN SECTION 11, R 2 E,
 ME0261'T 33 N.
 ME0261
 ME0261                          STATION RECOVERY (1975)
 ME0261
 ME0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0261'STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED
 ME0261'AS DESCRIBED IN 1952.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 WERE
 ME0261'VERIFIED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED AND THE DIRECTION
 ME0261'TO REFERENCE MARK 2 WAS FOUND TO BE LESS BY 1 MINUTE 8 SECONDS.
 ME0261'
 ME0261'THE DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION.  THE U.S. HIGHWAY 30
 ME0261'IS NOW OLD HIGHWAY 30 AS THE NEW HIGHWAY IS A FOUR LANE HIGHWAY.
 ME0261'
 ME0261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE EAST EDGE OF
 ME0261'PLYMOUTH.
 ME0261
 ME0261                          STATION RECOVERY (1983)
 ME0261
 ME0261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ME0261'THE MARK IS SECURELY EMBEDDED IN THE STONE WALL BUILT TO SUPPORT THE
 ME0261'RAILROAD PSS OVER WILBUR BLVD. IT IS OF WHITE METAL ABOUT FIVE FEET
 ME0261'ABOVE STREET LEVEL SET IN THE VERTICAL WALL AT ABOUT TWENTY-THREE
 ME0261'METERS SOUTHEAST OF THE SOUTH EAST CORNER OF WILBUR AVE. AND GREENKIL
 ME0261'AVE. IN THE CITY OF KINGSTON, NY.
 ME0261
 ME0261                          STATION RECOVERY (1984)
 ME0261
 ME0261'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 ME0261'MARK IS ON OLD US 30, THE COUNTY HOME IS NOW THE SHADY REST HOME.
 ME0261
 ME0261                          STATION RECOVERY (1989)
 ME0261
 ME0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0261'RECOVERED IN GOOD CONDITION.
 ME0261
 ME0261                          STATION RECOVERY (1990)
 ME0261
 ME0261'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0261'RECOVERED IN GOOD CONDITION.
 ME0261
 ME0261                          STATION RECOVERY (1992)
 ME0261
 ME0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0261'3.2 KM (2.00 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0261'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 60.1 M
 ME0261'(197.2 FT) NORTH OF THE NEAR RAIL, 40.1 M (131.6 FT) SOUTH OF THE
 ME0261'SOUTHEAST CORNER OF THE SHADY REST COUNTY HOME, 33.0 M (108.3 FT)
 ME0261'NORTH OF THE CENTERLINE OF OLD HIGHWAY 30, 25.9 M (85.0 FT)
 ME0261'WEST-SOUTHWEST OF REFERENCE MARK 1, 14.8 M (48.6 FT) NORTH OF
 ME0261'REFERENCE MARK 3, 10.1 M (33.1 FT) WEST OF THE CENTER OF A DRIVEWAY
 ME0261'LEADING TO A BARN, 8.1 M (26.6 FT) NORTH OF A UTILITY LIGHT POLE, 0.8
 ME0261'M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 ME0261'RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 ME0261
 ME0261                          STATION RECOVERY (1997)
 ME0261
 ME0261'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME0261'THE STATION IS 2 MILES (3.2 KM) EAST OF PLYMOUTH.  TO REACH THE
 ME0261'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 31, GO SOUTH ON
 ME0261'U.S. HIGHWAY 31 FOR 0.5 MILES (0.8 KM) TO CROSSROAD, TURN LEFT AND GO
 ME0261'EAST 1.5 MILES (2.4 KM) TO THE INTERSECTION OF OLD HIGHWAY 30, TURN
 ME0261'RIGHT AND GO WEST 0.5 MILES (0.8 KM) TO THE SHADY REST HOME AND
 ME0261'STATION ON RIGHT, ON THE PROPERTY OF SHADY REST HOME, 10924 LINCOLN
 ME0261'WAY, RICH ULRICH, SUPERINTENDENT, PHONE 219-936-2635.  THE STATION IS
 ME0261'SET IN A ROUND CONCRETE MONUMENT.  IT IS 33.01 METERS (108.30 FT)
 ME0261'NORTH OF THE CENTERLINE OF OLD HIGHWAY 30, 25.90 METERS (84.97 FT)
 ME0261'WEST OF THE CENTERLINE OF DRIVEWAY LEADING TO BARN, 25.90 METERS
 ME0261'(84.97 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SHADY REST HOME AND
 ME0261'RECESSED 2 CM BELOW GROUND.
 ME0261
 ME0261                          STATION RECOVERY (1998)
 ME0261
 ME0261'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 ME0261'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 ME0261
 ME0261                          STATION RECOVERY (2003)
 ME0261
 ME0261'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (DLF)
 ME0261'THE STATION IS LOCATED IN CENTER TOWNSHIP, APPROXIMATELY 800 FT EAST
 ME0261'OF THE NORTHWEST  CORNER OF SECTION 11, T 33 N, R 2 E, ABOUT 23.2 MI
 ME0261'SOUTH OF SOUTH BEND, 22.3 MI  WEST-NORTHWEST OF WARSAW, 18.6 MI NORTH
 ME0261'OF ROCHESTER, 2.0 MI EAST OF PLYMOUTH AND ON  THE NORTH SIDE OF OLD US
 ME0261'HIGHWAY 30.  OWNERSHIP--SHADY REST HOME, 10924 LINCOLN WAY, PLYMOUTH,
 ME0261'IN, MR. LYNN REYNOLDS, ADMINISTRATOR, PHONE 574-936-2635.
 ME0261'
 ME0261'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 30 AND 31
 ME0261'NEAR PLYMOUTH, GO  SOUTH ON HIGHWAY 31 FOR 0.5 MI TO A CROSSROAD.
 ME0261'TURN LEFT AND GO EAST AND SOUTH FOR 1.5  MI TO THE INTERSECTION OF OLD
 ME0261'US HIGHWAY 30.  TURN RIGHT AND GO WEST FOR 0.3 MI TO THE  EAST
 ME0261'ENTRANCE TO THE SHADY REST HOME AND THE STATION ON THE RIGHT.
 ME0261'
 ME0261'THE STATION IS RECESSED 2 CM BELOW GROUND.  LOCATED 111.0 FT NORTH OF
 ME0261'THE CENTER OF OLD  HIGHWAY 30, 147.3 FT SOUTH OF THE SOUTHEAST CORNER
 ME0261'OF A BARN, 31.2 FT WEST OF THE CENTER  OF A PAVED DRIVEWAY LEADING TO
 ME0261'THE BARN AND REST HOME, 55.4 FT SOUTH-SOUTHEAST OF A  LIGHT POLE AND
 ME0261'SURROUNDED BY FOUR 4X4 INCH DECORATIVE WHITE POSTS.
 ME0261
 ME0261                          STATION RECOVERY (2006)
 ME0261
 ME0261'RECOVERY NOTE BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 ME0261'RECOVERED AS DESCRIBED
 ME0261
 ME0261                          STATION RECOVERY (2011)
 ME0261
 ME0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0261'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME0261
 ME0261                          STATION RECOVERY (2016)
 ME0261
 ME0261'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (BRN)
 ME0261'RECOVERED AS DESCRIBED.
 ME0261
 ME0261                          STATION RECOVERY (2020)
 ME0261
 ME0261'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2020 (CHS)
 ME0261'THE GENERAL AND MONUMENT DESCRIPTIONS ARE ADEQUATE.
 ME0261'
 ME0261'TO REACH FROM THE INTERSECTION OF U.S. 30 AND U.S. 31 NEAR PLYMOUTH,
 ME0261'TRAVEL SOUTHEAST ALONG U.S. 30 FOR 0.5 MI (0.8 KM) TO 9A ROAD.  TURN
 ME0261'RIGHT (SOUTHWEST) AND TRAVEL 0.02 MI (0.03 KM) TO KING ROAD.  TURN
 ME0261'LEFT (SOUTHEAST) ONTO KING ROAD AND TRAVEL SOUTHEAST AND SOUTH FOR 0.8
 ME0261'MI (1.3 KM) TO LINCOLN HIGHWAY.  TURN RIGHT (NORTHWEST) AND TRAVEL
 ME0261'0.35 MI (0.56 KM) TO THE FIRST PAVED DRIVEWAY FOR DAVID'S COURAGE
 ME0261'RECOVERY HOME, WITH THE MONUMENT LOCATED NORTH-NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1759 ***********************************************************************
 JZ1759  FBN         -  This is a Federal Base Network Control Station.
 JZ1759  DESIGNATION -  MARSHALL
 JZ1759  PID         -  JZ1759
 JZ1759  STATE/COUNTY-  IN/FAYETTE
 JZ1759  COUNTRY     -  US
 JZ1759  USGS QUAD   -  NEW SALEM (2019)
 JZ1759
 JZ1759                         *CURRENT SURVEY CONTROL
 JZ1759  ______________________________________________________________________
 JZ1759* NAD 83(2011) POSITION- 39 37 12.65400(N) 085 15 54.15168(W)   ADJUSTED
 JZ1759* NAD 83(2011) ELLIP HT-   322.943 (meters)        (06/27/12)   ADJUSTED
 JZ1759* NAD 83(2011) EPOCH   -  2010.00
 JZ1759* NAVD 88 ORTHO HEIGHT -   357.555 (meters)     1173.08  (feet) ADJUSTED
 JZ1759  ______________________________________________________________________
 JZ1759  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ1759  NAD 83(2011) X  -    406,125.539 (meters)                     COMP
 JZ1759  NAD 83(2011) Y  - -4,903,165.683 (meters)                     COMP
 JZ1759  NAD 83(2011) Z  -  4,045,796.578 (meters)                     COMP
 JZ1759  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 JZ1759  DYNAMIC HEIGHT  -        357.339 (meters)     1172.37  (feet) COMP
 JZ1759  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 JZ1759
 JZ1759  VERT ORDER      -  SECOND    CLASS 0
 JZ1759
 JZ1759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1759  Standards:
 JZ1759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1759  -------------------------------------------------------------------
 JZ1759  NETWORK    0.97   1.74           0.43   0.36   0.89      0.01921442
 JZ1759  -------------------------------------------------------------------
 JZ1759  Click here for local accuracies and other accuracy information.
 JZ1759
 JZ1759.The horizontal coordinates were established by GPS observations
 JZ1759.and adjusted by the National Geodetic Survey in June 2012.
 JZ1759
 JZ1759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1759.been affixed to the stable North American tectonic plate. See 
 JZ1759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1759
 JZ1759.The horizontal coordinates are valid at the epoch date displayed above
 JZ1759.which is a decimal equivalence of Year/Month/Day.
 JZ1759
 JZ1759.The orthometric height was determined by differential leveling and
 JZ1759.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1759.in June 1991.
 JZ1759
 JZ1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1759.GEOID18 height accuracy estimate available here.
 JZ1759
 JZ1759.Click photographs - Photos may exist for this station.
 JZ1759
 JZ1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1759
 JZ1759.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1759
 JZ1759.The ellipsoidal height was determined by GPS observations
 JZ1759.and is referenced to NAD 83.
 JZ1759
 JZ1759.The dynamic height is computed by dividing the NAVD 88
 JZ1759.geopotential number by the normal gravity value computed on the
 JZ1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1759.degrees latitude (g = 980.6199 gals.).
 JZ1759
 JZ1759.The modeled gravity was interpolated from observed gravity values.
 JZ1759
 JZ1759. The following values were computed from the NAD 83(2011) position.
 JZ1759
 JZ1759;                    North         East     Units Scale Factor Converg.
 JZ1759;SPC IN E     -   485,424.512   134,484.434   MT  0.99998130   +0 15 22.0
 JZ1759;SPC IN E     - 1,592,596.92    441,221.01   sFT  0.99998130   +0 15 22.0
 JZ1759;UTM  16      - 4,387,040.510   648,917.038   MT  0.99987303   +1 06 23.7
 JZ1759
 JZ1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1759!SPC IN E     -   0.99994934  x   0.99998130  =   0.99993064
 JZ1759!UTM  16      -   0.99994934  x   0.99987303  =   0.99982237
 JZ1759
 JZ1759:                Primary Azimuth Mark                     Grid Az
 JZ1759:SPC IN E     -  MARSHALL AZ MK                           054 44 02.7
 JZ1759:UTM  16      -  MARSHALL AZ MK                           053 53 01.0
 JZ1759
 JZ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4891787040(NAD 83)
 JZ1759
 JZ1759|---------------------------------------------------------------------|
 JZ1759| PID    Reference Object                     Distance      Geod. Az  |
 JZ1759|                                                           dddmmss.s |
 JZ1759| JZ1761 MARSHALL AZ MK                                     0545924.7 |
 JZ1759| JZ1760 MARSHALL RM 1                        38.132 METERS 07017     |
 JZ1759| JZ1758 MARSHALL RM 2                        20.062 METERS 29446     |
 JZ1759|---------------------------------------------------------------------|
 JZ1759
 JZ1759                          SUPERSEDED SURVEY CONTROL
 JZ1759
 JZ1759  NAD 83(2007)-  39 37 12.65412(N)    085 15 54.15247(W) AD(2002.00) 0
 JZ1759  ELLIP H (02/10/07)  322.962  (m)                       GP(2002.00)    
 JZ1759  NAD 83(1997)-  39 37 12.65419(N)    085 15 54.15241(W) AD(       ) A
 JZ1759  ELLIP H (01/19/05)  322.969  (m)                       GP(       ) 4 1
 JZ1759  NAD 83(1997)-  39 37 12.65327(N)    085 15 54.15045(W) AD(       ) 1
 JZ1759  NAD 83(1995)-  39 37 12.65465(N)    085 15 54.15733(W) AD(       ) 1
 JZ1759  NAD 83(1986)-  39 37 12.65697(N)    085 15 54.16255(W) AD(       ) 1
 JZ1759  NAD 27      -  39 37 12.48400(N)    085 15 54.28800(W) AD(       ) 1
 JZ1759  NAVD 88 (01/19/05)  356.9    (m)  GEOID03  model used  GPS OBS        
 JZ1759  NGVD 29 (??/??/92)  357.684  (m)         1173.50   (f) ADJ UNCH    2 0
 JZ1759  NGVD 29             357.68   (m)         1173.5    (f) LEVELING    3  
 JZ1759
 JZ1759.Superseded values are not recommended for survey control.
 JZ1759
 JZ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1759.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1759
 JZ1759_MARKER: DS = TRIANGULATION STATION DISK
 JZ1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1759_STAMPING: MARSHALL 1939
 JZ1759_MARK LOGO: CGS
 JZ1759_PROJECTION: RECESSED 30 CENTIMETERS
 JZ1759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1759+STABILITY: SURFACE MOTION
 JZ1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1759+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2014
 JZ1759
 JZ1759  HISTORY     - Date     Condition        Report By
 JZ1759  HISTORY     - 1939     MONUMENTED       CGS
 JZ1759  HISTORY     - 1940     GOOD             SCS
 JZ1759  HISTORY     - 1947     GOOD             CGS
 JZ1759  HISTORY     - 1948     GOOD             CGS
 JZ1759  HISTORY     - 1953     GOOD             USGS
 JZ1759  HISTORY     - 20030626 GOOD             LOCENG
 JZ1759  HISTORY     - 20040116 GOOD             INDIV
 JZ1759  HISTORY     - 20140719 GOOD             WOOLPT
 JZ1759
 JZ1759                          STATION DESCRIPTION
 JZ1759
 JZ1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1759'THE STATION IS ABOUT 2 MILES E OF GLENWOOD ON PROPERTY OWNED BY MR.
 JZ1759'MARSHALL AND ON HIS N PROPERTY LINE.  THE MARK IS 0.15 MILE W OF
 JZ1759'THE INTERSECTION OF GRAVEL CROSSROADS, 19 FEET S OF THE CENTER LINE
 JZ1759'OF THE ROAD, IN THE FENCE LINE, 4.2 FEET W OF A STANDARD
 JZ1759'REFERENCE POST, AND SET FLUSH WITH THE GROUND.  THE STATION IS ON A
 JZ1759'HILL WHICH OVERLOOKS THE COUNTY TO THE N AND E.
 JZ1759'
 JZ1759'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS ARE STANDARD BRONZE
 JZ1759'DISKS SET IN CONCRETE.
 JZ1759'
 JZ1759'REFERENCE MARK NO.1 IS ENE OF THE STATION, 21 FEET N OF THE CENTER
 JZ1759'LINE OF THE ROAD, 1 FOOT N OF THE FENCE, 79 FEET E OF A POWER
 JZ1759'LINE POLE.
 JZ1759'
 JZ1759'REFERENCE MARK NO.2 IS NW OF THE STATION, 20 FEET N OF THE CENTER LINE
 JZ1759'OF THE ROAD, 1 FOOT N OF THE FENCE.
 JZ1759'
 JZ1759'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NE OF THE STATION ON
 JZ1759'PROPERTY OWNED BY MR. C. J. MURPHY AND OCCUPIED BY MR. S. J.
 JZ1759'FIELDS. THE MARK IS 0.15 MILE N OF INTERSECTION OF CROSSROADS, 21
 JZ1759'FEET W OF THE CENTER LINE OF THE ROAD, 1 FOOT W OF FENCE, 1
 JZ1759'FOOT S OF A FENCE POST, AND ON THE CROWN OF THE RIDGE.
 JZ1759'
 JZ1759'TO REACH FROM THE STATION GO E TO CROSSROADS, TURN LEFT AND GO N TO
 JZ1759'TOP OF RIDGE AND MARK ON LEFT.
 JZ1759'
 JZ1759'THE BALL ON THE HIGHEST CUPOLA ON A BARN OWNED BY MR. C. J. MURPHY
 JZ1759'WAS CUT IN AS AN AZIMUTH. THE BARN IS APPROX.  0.5 MILE N OF
 JZ1759'THE STATION.
 JZ1759'
 JZ1759'TO REACH THE STATION FROM THE INTERSECTION OF CROSSROADS AT THE
 JZ1759'CHURCH OF CHRIST IN THE E EDGE OF GLENWOOD, GO E ON INDIANA
 JZ1759'STATE HIGHWAY 44 FOR 2.05 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 JZ1759'0.55 MI. TO FIRST CROSS ROAD, TURN RIGHT AND GO 0.15 MILE TO
 JZ1759'STATION ON LEFT.
 JZ1759'
 JZ1759'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ1759
 JZ1759                          STATION RECOVERY (1940)
 JZ1759
 JZ1759'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940 (JA)
 JZ1759'LETTER OF MR. JOSEPH ANDREWS, S.C.S., WASHINGTON, D.C., DATED DEC. 5,
 JZ1759'1940
 JZ1759'
 JZ1759'STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK
 JZ1759'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JZ1759
 JZ1759                          STATION RECOVERY (1947)
 JZ1759
 JZ1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1759'3 MI SE FROM GLENWOOD.
 JZ1759'ABOUT 0.8 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD
 JZ1759'FROM ITS INTERSECTION WITH STATE HIGHWAY 44 AT GLENWOOD, THENCE
 JZ1759'ABOUT 2.15 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE
 JZ1759'WEST OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 250 FEET
 JZ1759'WEST OF THE CENTER LINE OF A DRIVE WAY LEADING TO A FARM HOUSE
 JZ1759'ABOUT 100 YARDS SOUTH OF THE ROAD, 19 FEET SOUTH OF THE CENTER
 JZ1759'LINE OF THE ROAD, 86 FEET EAST OF A TELEPHONE POLE AND ABOUT
 JZ1759'IN LINE WITH THE ROW OF POLES, 55.5 FEET SOUTHWEST AND ACROSS THE
 JZ1759'ROAD FROM A POWER POLE, 5 FEET WEST OF A WHITE WOODEN WITNESS
 JZ1759'POST, IN THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 JZ1759'PROJECTING 1 INCH.
 JZ1759
 JZ1759                          STATION RECOVERY (1948)
 JZ1759
 JZ1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ1759'RECOVERED AS DESCRIBED
 JZ1759
 JZ1759                          STATION RECOVERY (1953)
 JZ1759
 JZ1759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JZ1759'STATION AND AZIMUTH MARK IN GOOD CONDITION.
 JZ1759
 JZ1759                          STATION RECOVERY (2003)
 JZ1759
 JZ1759'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BFS)
 JZ1759'THE STATION IS 3.1 MI NORTHEAST OF ORANGE, 2.8 MI WEST-SOUTHWEST OF
 JZ1759'BUNKER HILL, 2 MI  EAST-SOUTHEAST OF GLENWOOD AND 0.5 MI SOUTH OF
 JZ1759'STATE ROAD 44.  OWNERSHIP--COUNTY ROAD  RIGHT-OF-WAY.
 JZ1759'
 JZ1759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND STATE
 JZ1759'ROADS 3 AND 44 IN  RUSHVILLE, GO WEST ON ROAD 44 FOR 7.8 MI TO THE
 JZ1759'FAYETTE COUNTY LINE IN GLENWOOD.   CONTINUE AHEAD AND GO EAST ON ROAD
 JZ1759'44 FOR 2 MI TO COUNTY ROAD  650 W.  TURN RIGHT AND  GO SOUTH ON ROAD
 JZ1759'650 W FOR 0.5 MI TO COUNTY ROAD 150 S (FIELDING ROAD).  TURN RIGHT AND
 JZ1759'GO  WEST ON ROAD 150 S FOR 0.15 MI TO THE MONUMENT ON THE LEFT.
 JZ1759'
 JZ1759'THE STATION IS RECESSED ABOUT 2 FT BELOW GROUND.  LOCATED ABOUT 300 FT
 JZ1759'WEST OF A METAL  BARN, ABOUT 9 FT SOUTH OF THE SOUTH EDGE OF PAVEMENT
 JZ1759'AND ABOUT 1 FT NORTH OF A FENCE  LINE.
 JZ1759
 JZ1759                          STATION RECOVERY (2004)
 JZ1759
 JZ1759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JZ1759'ELEVATION MAY BE OFF BY 2 FEET WHEN COMPARED TO OTHER BENCHMARKS IN
 JZ1759'THE AREA.
 JZ1759
 JZ1759                          STATION RECOVERY (2014)
 JZ1759
 JZ1759'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JZ1759'RECOVERED AS DESCRIBED.  THE PUBLISHED ORTHOMETRIC HEIGHT IS 0.55 M
 JZ1759'(0.2 FT) HIGHER THAN HEIGHT DETERMINED BY GPS OBSERVATIONS FROM G 249
 JZ1759'(LA1134) AND Q 254 (JZ1576).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0259 ***********************************************************************
 ME0259  DESIGNATION -  MARSHALL AZ MK
 ME0259  PID         -  ME0259
 ME0259  STATE/COUNTY-  IN/MARSHALL
 ME0259  COUNTRY     -  US
 ME0259  USGS QUAD   -  PLYMOUTH (2019)
 ME0259
 ME0259                         *CURRENT SURVEY CONTROL
 ME0259  ______________________________________________________________________
 ME0259* NAD 83(1986) POSITION- 41 19 55.     (N) 086 15 40.     (W)   SCALED
 ME0259* NAVD 88 ORTHO HEIGHT -   254.001 (meters)      833.33  (feet) ADJUSTED
 ME0259  ______________________________________________________________________
 ME0259  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0259  DYNAMIC HEIGHT  -        253.894 (meters)      832.98  (feet) COMP
 ME0259  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 ME0259
 ME0259  VERT ORDER      -  FIRST     CLASS I
 ME0259
 ME0259.The horizontal coordinates were scaled from a map and have
 ME0259.an estimated accuracy of +/- 6 seconds.
 ME0259
 ME0259.The orthometric height was determined by differential leveling and
 ME0259.adjusted by the NATIONAL GEODETIC SURVEY
 ME0259.in June 1991.
 ME0259
 ME0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0259.GEOID18 height accuracy estimate available here.
 ME0259
 ME0259.Click photographs - Photos may exist for this station.
 ME0259
 ME0259.The dynamic height is computed by dividing the NAVD 88
 ME0259.geopotential number by the normal gravity value computed on the
 ME0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0259.degrees latitude (g = 980.6199 gals.).
 ME0259
 ME0259.The modeled gravity was interpolated from observed gravity values.
 ME0259
 ME0259;                    North         East    Units  Estimated Accuracy
 ME0259;SPC IN E     -   675,590.       50,240.      MT  (+/- 180 meters Scaled)
 ME0259
 ME0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL618758(NAD 83)
 ME0259
 ME0259                          SUPERSEDED SURVEY CONTROL
 ME0259
 ME0259  NGVD 29 (??/??/92)  254.124  (m)          833.74   (f) ADJ UNCH    1 1
 ME0259
 ME0259.Superseded values are not recommended for survey control.
 ME0259
 ME0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0259.See file dsdata.pdf to determine how the superseded data were derived.
 ME0259
 ME0259_MARKER: DZ = AZIMUTH MARK DISK
 ME0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0259_STAMPING: MARSHALL 1952
 ME0259_MARK LOGO: CGS
 ME0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0259+STABILITY: SURFACE MOTION
 ME0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0259+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0259
 ME0259  HISTORY     - Date     Condition        Report By
 ME0259  HISTORY     - 1952     MONUMENTED       CGS
 ME0259  HISTORY     - 1968     GOOD             CGS
 ME0259  HISTORY     - 1984     GOOD             INDNR
 ME0259  HISTORY     - 1990     GOOD             USPSQD
 ME0259  HISTORY     - 19920831 GOOD             NGS
 ME0259
 ME0259                          STATION DESCRIPTION
 ME0259
 ME0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0259'3 MI E FROM PLYMOUTH.
 ME0259'ABOUT 2.8 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0259'STATION AT PLYMOUTH, THENCE 0.2 MILE NORTH ALONG NORTH KING ROAD,
 ME0259'IN SECTION 11, R 2 E, T 33 N, ABOUT 0.15 MILE NORTH OF THE
 ME0259'CROSSING OF BUSINESS ROUTE U.S. HIGHWAY 30, 42 1/2 FEET SOUTHWEST
 ME0259'OF AND ACROSS THE ROAD FROM A 36-INCH MAPLE TREE, 18 FEET WEST
 ME0259'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A POWER LINE
 ME0259'POLE, 2 FEET EAST OF A FENCE LINE, 1.1 FEET SOUTH OF A METAL
 ME0259'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 ME0259'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0259
 ME0259                          STATION RECOVERY (1984)
 ME0259
 ME0259'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 ME0259'RECOVERED IN GOOD CONDITION.
 ME0259
 ME0259                          STATION RECOVERY (1990)
 ME0259
 ME0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0259'RECOVERED IN GOOD CONDITION.
 ME0259
 ME0259                          STATION RECOVERY (1992)
 ME0259
 ME0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0259'3.8 KM (2.35 MI) SOUTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0259'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, THENCE 0.3 KM (0.20 MI)
 ME0259'NORTHERLY ALONG NORTH KING ROAD, 5.3 M (17.4 FT) WEST OF AND LEVEL
 ME0259'WITH THE ROAD CENTER, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH A
 ME0259'TRANSFORMER AND 2 GUY CABLES, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 ME0259'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1761 ***********************************************************************
 JZ1761  DESIGNATION -  MARSHALL AZ MK
 JZ1761  PID         -  JZ1761
 JZ1761  STATE/COUNTY-  IN/FAYETTE
 JZ1761  COUNTRY     -  US
 JZ1761  USGS QUAD   -  NEW SALEM (2019)
 JZ1761
 JZ1761                         *CURRENT SURVEY CONTROL
 JZ1761  ______________________________________________________________________
 JZ1761* NAD 83(1986) POSITION- 39 37 18.     (N) 085 15 42.     (W)   SCALED
 JZ1761* NAVD 88 ORTHO HEIGHT -   355.659 (meters)     1166.86  (feet) ADJUSTED
 JZ1761  ______________________________________________________________________
 JZ1761  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ1761  DYNAMIC HEIGHT  -        355.444 (meters)     1166.15  (feet) COMP
 JZ1761  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 JZ1761
 JZ1761  VERT ORDER      -  SECOND    CLASS 0
 JZ1761
 JZ1761.The horizontal coordinates were scaled from a map and have
 JZ1761.an estimated accuracy of +/- 6 seconds.
 JZ1761
 JZ1761.The orthometric height was determined by differential leveling and
 JZ1761.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1761.in June 1991.
 JZ1761
 JZ1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1761.GEOID18 height accuracy estimate available here.
 JZ1761
 JZ1761.Click photographs - Photos may exist for this station.
 JZ1761
 JZ1761.The dynamic height is computed by dividing the NAVD 88
 JZ1761.geopotential number by the normal gravity value computed on the
 JZ1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1761.degrees latitude (g = 980.6199 gals.).
 JZ1761
 JZ1761.The modeled gravity was interpolated from observed gravity values.
 JZ1761
 JZ1761;                    North         East    Units  Estimated Accuracy
 JZ1761;SPC IN E     -   485,590.      134,770.      MT  (+/- 180 meters Scaled)
 JZ1761
 JZ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ492872(NAD 83)
 JZ1761
 JZ1761                          SUPERSEDED SURVEY CONTROL
 JZ1761
 JZ1761  NGVD 29 (??/??/92)  355.789  (m)         1167.28   (f) ADJ UNCH    2 0
 JZ1761
 JZ1761.Superseded values are not recommended for survey control.
 JZ1761
 JZ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1761.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1761
 JZ1761_MARKER: DR = REFERENCE MARK DISK
 JZ1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1761_STAMPING: MARSHALL AZI 1939
 JZ1761_MARK LOGO: CGS
 JZ1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1761+STABILITY: SURFACE MOTION
 JZ1761
 JZ1761  HISTORY     - Date     Condition        Report By
 JZ1761  HISTORY     - 1939     MONUMENTED       CGS
 JZ1761  HISTORY     - 1947     GOOD             CGS
 JZ1761
 JZ1761                          STATION DESCRIPTION
 JZ1761
 JZ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1761'3.2 MI SE FROM GLENWOOD.
 JZ1761'ABOUT 0.8 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1761'ITS INTERSECTION WITH STATE HIGHWAY 44 AT GLENWOOD, THENCE ABOUT
 JZ1761'2.3 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.15 MILE
 JZ1761'NORTH ALONG A GRAVEL ROAD, ALONG THE WEST RIGHT-OF-WAY FENCE,
 JZ1761'302 FEET SOUTH OF A T FENCE CORNER IN THE WEST RIGHT-OF-WAY FENCE
 JZ1761'LINE, 105 FEET SOUTHWEST AND ACROSS THE ROAD FROM A T FENCE CORNER
 JZ1761'IN THE EAST RIGHT-OF-WAY FENCE LINE, 22 FEET WEST OF THE CENTER
 JZ1761'LINE OF THE ROAD, 1 FOOT WEST OF THE FENCE LINE, 2 FEET WEST
 JZ1761'OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET
 JZ1761'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0260 ***********************************************************************
 ME0260  DESIGNATION -  MARSHALL RM 1
 ME0260  PID         -  ME0260
 ME0260  STATE/COUNTY-  IN/MARSHALL
 ME0260  COUNTRY     -  US
 ME0260  USGS QUAD   -  PLYMOUTH (2019)
 ME0260
 ME0260                         *CURRENT SURVEY CONTROL
 ME0260  ______________________________________________________________________
 ME0260* NAD 83(1986) POSITION- 41 19 55.75   (N) 086 16 03.31   (W)   HD_HELD1
 ME0260* NAVD 88 ORTHO HEIGHT -   255.047 (meters)      836.77  (feet) ADJUSTED
 ME0260  ______________________________________________________________________
 ME0260  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0260  DYNAMIC HEIGHT  -        254.939 (meters)      836.41  (feet) COMP
 ME0260  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 ME0260
 ME0260  VERT ORDER      -  FIRST     CLASS I
 ME0260
 ME0260.The horizontal coordinates were determined by differentially corrected
 ME0260.hand held GPS observations or other comparable positioning techniques
 ME0260.and have an estimated accuracy of +/- 3 meters.
 ME0260
 ME0260.The orthometric height was determined by differential leveling and
 ME0260.adjusted by the NATIONAL GEODETIC SURVEY
 ME0260.in April 1995.
 ME0260
 ME0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0260.GEOID18 height accuracy estimate available here.
 ME0260
 ME0260.Click photographs - Photos may exist for this station.
 ME0260
 ME0260.The dynamic height is computed by dividing the NAVD 88
 ME0260.geopotential number by the normal gravity value computed on the
 ME0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0260.degrees latitude (g = 980.6199 gals.).
 ME0260
 ME0260.The modeled gravity was interpolated from observed gravity values.
 ME0260
 ME0260;                    North         East    Units  Estimated Accuracy
 ME0260;SPC IN E     -   675,619.1      49,697.8     MT  (+/- 3 meters HH1 GPS) 
 ME0260
 ME0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6128775888(NAD 83)
 ME0260
 ME0260                          SUPERSEDED SURVEY CONTROL
 ME0260
 ME0260  NAVD 88 (06/15/91)  255.050  (m)          836.78   (f) SUPERSEDED  1 1
 ME0260  NGVD 29 (01/19/93)  255.172  (m)          837.18   (f) ADJUSTED    1 1
 ME0260  NGVD 29 (??/??/92)  255.172  (m)          837.18   (f) SUPERSEDED  1 1
 ME0260
 ME0260.Superseded values are not recommended for survey control.
 ME0260
 ME0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0260.See file dsdata.pdf to determine how the superseded data were derived.
 ME0260
 ME0260_MARKER: DR = REFERENCE MARK DISK
 ME0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0260_STAMPING: MARSHALL NO 1 1952
 ME0260_MARK LOGO: CGS
 ME0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0260+STABILITY: SURFACE MOTION
 ME0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0260+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0260
 ME0260  HISTORY     - Date     Condition        Report By
 ME0260  HISTORY     - 1952     MONUMENTED       CGS
 ME0260  HISTORY     - 1968     GOOD             CGS
 ME0260  HISTORY     - 1984     GOOD             INDNR
 ME0260  HISTORY     - 1990     GOOD             USPSQD
 ME0260  HISTORY     - 19920909 GOOD             NGS
 ME0260
 ME0260                          STATION DESCRIPTION
 ME0260
 ME0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0260'2.4 MI E FROM PLYMOUTH.
 ME0260'ABOUT 2.4 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0260'STATION AT PLYMOUTH, IN SECTION 11, R 2 E, T 33 N, 84.6 FEET
 ME0260'NORTHEAST OF AND ACROSS A DRIVEWAY FROM THE STATION MARK
 ME0260'DESCRIBED, 146 FEET NORTH OF THE CENTER LINE OF THE U.S. HIGHWAY
 ME0260'30, 30 FEET EAST OF A 4 1/2 FOOT HIGH VERTICAL RAIL SERVING AS A
 ME0260'CORNER FENCE POST, 1.3 FEET SOUTH OF A FENCE LINE, ABOUT LEVEL
 ME0260'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0260'6 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0260
 ME0260                          STATION RECOVERY (1984)
 ME0260
 ME0260'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 ME0260'RECOVERED IN GOOD CONDITION.
 ME0260
 ME0260                          STATION RECOVERY (1990)
 ME0260
 ME0260'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0260'RECOVERED IN GOOD CONDITION.
 ME0260
 ME0260                          STATION RECOVERY (1992)
 ME0260
 ME0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0260'3.2 KM (2.00 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0260'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 71.6 M
 ME0260'(234.9 FT) NORTH OF THE NEAR RAIL, 44.5 M (146.0 FT) NORTH OF THE
 ME0260'CENTERLINE OF OLD HIGHWAY 30, 25.9 M (85.0 FT) EAST OF TRIANGULATION
 ME0260'STATION MARSHALL, 16.6 M (54.5 FT) NORTHEAST OF THE CENTER OF A
 ME0260'DRIVEWAY LEADING TO A BARN, 9.0 M (29.5 FT) EAST OF A FENCE CORNER,
 ME0260'4.8 M (15.7 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GAZEBO,
 ME0260'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 ME0260'OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 ME0260'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1760 ***********************************************************************
 JZ1760  DESIGNATION -  MARSHALL RM 1
 JZ1760  PID         -  JZ1760
 JZ1760  STATE/COUNTY-  IN/FAYETTE
 JZ1760  COUNTRY     -  US
 JZ1760  USGS QUAD   -  NEW SALEM (2019)
 JZ1760
 JZ1760                         *CURRENT SURVEY CONTROL
 JZ1760  ______________________________________________________________________
 JZ1760* NAD 83(1986) POSITION- 39 37 13.07   (N) 085 15 52.65   (W)   HD_HELD1
 JZ1760* NAVD 88 ORTHO HEIGHT -   357.141 (meters)     1171.72  (feet) ADJUSTED
 JZ1760  ______________________________________________________________________
 JZ1760  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ1760  DYNAMIC HEIGHT  -        356.926 (meters)     1171.01  (feet) COMP
 JZ1760  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 JZ1760
 JZ1760  VERT ORDER      -  SECOND    CLASS 0
 JZ1760
 JZ1760.The horizontal coordinates were determined by differentially corrected
 JZ1760.hand held GPS observations or other comparable positioning techniques
 JZ1760.and have an estimated accuracy of +/- 3 meters.
 JZ1760
 JZ1760.The orthometric height was determined by differential leveling and
 JZ1760.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1760.in June 1991.
 JZ1760
 JZ1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1760.GEOID18 height accuracy estimate available here.
 JZ1760
 JZ1760.Click photographs - Photos may exist for this station.
 JZ1760
 JZ1760.The dynamic height is computed by dividing the NAVD 88
 JZ1760.geopotential number by the normal gravity value computed on the
 JZ1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1760.degrees latitude (g = 980.6199 gals.).
 JZ1760
 JZ1760.The modeled gravity was interpolated from observed gravity values.
 JZ1760
 JZ1760;                    North         East    Units  Estimated Accuracy
 JZ1760;SPC IN E     -   485,437.5     134,520.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1760
 JZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4895287054(NAD 83)
 JZ1760
 JZ1760                          SUPERSEDED SURVEY CONTROL
 JZ1760
 JZ1760  NGVD 29 (??/??/92)  357.271  (m)         1172.15   (f) ADJ UNCH    2 0
 JZ1760
 JZ1760.Superseded values are not recommended for survey control.
 JZ1760
 JZ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1760.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1760
 JZ1760_MARKER: DR = REFERENCE MARK DISK
 JZ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1760_STAMPING: MARSHALL NO 1 1939
 JZ1760_MARK LOGO: CGS
 JZ1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1760+STABILITY: SURFACE MOTION
 JZ1760
 JZ1760  HISTORY     - Date     Condition        Report By
 JZ1760  HISTORY     - 1939     MONUMENTED       CGS
 JZ1760  HISTORY     - 1947     GOOD             CGS
 JZ1760
 JZ1760                          STATION DESCRIPTION
 JZ1760
 JZ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1760'3 MI SE FROM GLENWOOD.
 JZ1760'ABOUT 0.8 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1760'ITS INTERSECTION WITH STATE HIGHWAY 44 AT GLENWOOD, THENCE ABOUT
 JZ1760'2.15 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE WEST OF
 JZ1760'THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 131 FEET WEST OF
 JZ1760'THE PROLONGED CENTER LINE OF A DRIVE WAY LEADING SOUTH TO A FARM
 JZ1760'HOUSE, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 79  FEET
 JZ1760'EAST OF A POWER POLE, 125 FEET NORTHEAST AND ACROSS THE ROAD FROM
 JZ1760'THE STATION MARK, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 JZ1760'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 JZ1760'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0262 ***********************************************************************
 ME0262  DESIGNATION -  MARSHALL RM 2
 ME0262  PID         -  ME0262
 ME0262  STATE/COUNTY-  IN/MARSHALL
 ME0262  COUNTRY     -  US
 ME0262  USGS QUAD   -  PLYMOUTH (2019)
 ME0262
 ME0262                         *CURRENT SURVEY CONTROL
 ME0262  ______________________________________________________________________
 ME0262* NAD 83(1986) POSITION- 41 19 54.78   (N) 086 16 04.17   (W)   HD_HELD1
 ME0262* NAVD 88 ORTHO HEIGHT -   254.802 (meters)      835.96  (feet) ADJUSTED
 ME0262  ______________________________________________________________________
 ME0262  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0262  DYNAMIC HEIGHT  -        254.694 (meters)      835.61  (feet) COMP
 ME0262  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 ME0262
 ME0262  VERT ORDER      -  FIRST     CLASS I
 ME0262
 ME0262.The horizontal coordinates were determined by differentially corrected
 ME0262.hand held GPS observations or other comparable positioning techniques
 ME0262.and have an estimated accuracy of +/- 3 meters.
 ME0262
 ME0262.The orthometric height was determined by differential leveling and
 ME0262.adjusted by the NATIONAL GEODETIC SURVEY
 ME0262.in June 1991.
 ME0262
 ME0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0262.GEOID18 height accuracy estimate available here.
 ME0262
 ME0262.Click photographs - Photos may exist for this station.
 ME0262
 ME0262.The dynamic height is computed by dividing the NAVD 88
 ME0262.geopotential number by the normal gravity value computed on the
 ME0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0262.degrees latitude (g = 980.6199 gals.).
 ME0262
 ME0262.The modeled gravity was interpolated from observed gravity values.
 ME0262
 ME0262;                    North         East    Units  Estimated Accuracy
 ME0262;SPC IN E     -   675,589.3      49,677.5     MT  (+/- 3 meters HH1 GPS) 
 ME0262
 ME0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6126775858(NAD 83)
 ME0262
 ME0262                          SUPERSEDED SURVEY CONTROL
 ME0262
 ME0262  NGVD 29 (??/??/92)  254.924  (m)          836.36   (f) ADJ UNCH    1 1
 ME0262
 ME0262.Superseded values are not recommended for survey control.
 ME0262
 ME0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0262.See file dsdata.pdf to determine how the superseded data were derived.
 ME0262
 ME0262_MARKER: DR = REFERENCE MARK DISK
 ME0262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0262_SP_SET: CULVERT HEADWALL
 ME0262_STAMPING: MARSHALL NO 2 1952
 ME0262_MARK LOGO: CGS
 ME0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0262+STABILITY: SURFACE MOTION
 ME0262
 ME0262  HISTORY     - Date     Condition        Report By
 ME0262  HISTORY     - 1952     MONUMENTED       CGS
 ME0262  HISTORY     - 1968     GOOD             CGS
 ME0262  HISTORY     - 1984     MARK NOT FOUND   INDNR
 ME0262  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0262  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0262
 ME0262                          STATION DESCRIPTION
 ME0262
 ME0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0262'2.4 MI E FROM PLYMOUTH.
 ME0262'ABOUT 2.4 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0262'STATION AT PLYMOUTH, AT THE JUNCTION OF BUSINESS ROUTE U.S.
 ME0262'HIGHWAY 30 AND A DRIVE TO THE MARSHALL COUNTY HOME, IN SECTION
 ME0262'11, R 2 E, T 33 N, SET ON THE TOP OF THE WEST END OF THE NORTH
 ME0262'HEAD WALL FOR AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 79.9
 ME0262'FEET SOUTH-SOUTHEAST OF THE STATION MARK DESCRIBED, 35 FEET
 ME0262'NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE
 ME0262'CENTER LINE OF DRIVE AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 ME0262
 ME0262                          STATION RECOVERY (1984)
 ME0262
 ME0262'RECOVERY NOTE BY IN DEPT OF NAT RES 1984
 ME0262'MARK NOT FOUND.
 ME0262
 ME0262                          STATION RECOVERY (1990)
 ME0262
 ME0262'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0262'MARK NOT FOUND.
 ME0262
 ME0262                          STATION RECOVERY (1992)
 ME0262
 ME0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1758 ***********************************************************************
 JZ1758  DESIGNATION -  MARSHALL RM 2
 JZ1758  PID         -  JZ1758
 JZ1758  STATE/COUNTY-  IN/FAYETTE
 JZ1758  COUNTRY     -  US
 JZ1758  USGS QUAD   -  NEW SALEM (2019)
 JZ1758
 JZ1758                         *CURRENT SURVEY CONTROL
 JZ1758  ______________________________________________________________________
 JZ1758* NAD 83(1986) POSITION- 39 37 12.93   (N) 085 15 54.92   (W)   HD_HELD1
 JZ1758* NAVD 88 ORTHO HEIGHT -   357.362 (meters)     1172.45  (feet) ADJUSTED
 JZ1758  ______________________________________________________________________
 JZ1758  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ1758  DYNAMIC HEIGHT  -        357.146 (meters)     1171.74  (feet) COMP
 JZ1758  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 JZ1758
 JZ1758  VERT ORDER      -  SECOND    CLASS 0
 JZ1758
 JZ1758.The horizontal coordinates were determined by differentially corrected
 JZ1758.hand held GPS observations or other comparable positioning techniques
 JZ1758.and have an estimated accuracy of +/- 3 meters.
 JZ1758
 JZ1758.The orthometric height was determined by differential leveling and
 JZ1758.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1758.in June 1991.
 JZ1758
 JZ1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1758.GEOID18 height accuracy estimate available here.
 JZ1758
 JZ1758.Click photographs - Photos may exist for this station.
 JZ1758
 JZ1758.The dynamic height is computed by dividing the NAVD 88
 JZ1758.geopotential number by the normal gravity value computed on the
 JZ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1758.degrees latitude (g = 980.6199 gals.).
 JZ1758
 JZ1758.The modeled gravity was interpolated from observed gravity values.
 JZ1758
 JZ1758;                    North         East    Units  Estimated Accuracy
 JZ1758;SPC IN E     -   485,432.9     134,466.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1758
 JZ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4889887048(NAD 83)
 JZ1758
 JZ1758                          SUPERSEDED SURVEY CONTROL
 JZ1758
 JZ1758  NGVD 29 (??/??/92)  357.492  (m)         1172.87   (f) ADJ UNCH    2 0
 JZ1758
 JZ1758.Superseded values are not recommended for survey control.
 JZ1758
 JZ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1758.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1758
 JZ1758_MARKER: DR = REFERENCE MARK DISK
 JZ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1758_STAMPING: MARSHALL NO 2 1939
 JZ1758_MARK LOGO: CGS
 JZ1758_PROJECTION: PROJECTING
 JZ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1758+STABILITY: SURFACE MOTION
 JZ1758
 JZ1758  HISTORY     - Date     Condition        Report By
 JZ1758  HISTORY     - 1939     MONUMENTED       CGS
 JZ1758  HISTORY     - 1947     GOOD             CGS
 JZ1758
 JZ1758                          STATION DESCRIPTION
 JZ1758
 JZ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1758'3 MI SE FROM GLENWOOD.
 JZ1758'ABOUT 0.8 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD
 JZ1758'FROM ITS INTERSECTION WITH STATE HIGHWAY 44 AT GLENWOOD, THENCE
 JZ1758'ABOUT 2.15 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE
 JZ1758'WEST OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 98.5 FEET
 JZ1758'NORTHWEST AND ACROSS THE ROAD FROM THE STATION MARK, 19 FEET NORTH
 JZ1758'OF THE CENTER LINE OF THE ROAD, 128.5 FEET WEST OF A POWER POLE,
 JZ1758'1 FOOT NORTH OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 JZ1758'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1758'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3394 ***********************************************************************
 ME3394  DESIGNATION -  MARSHALL RM 3
 ME3394  PID         -  ME3394
 ME3394  STATE/COUNTY-  IN/MARSHALL
 ME3394  COUNTRY     -  US
 ME3394  USGS QUAD   -  PLYMOUTH (2019)
 ME3394
 ME3394                         *CURRENT SURVEY CONTROL
 ME3394  ______________________________________________________________________
 ME3394* NAD 83(1986) POSITION- 41 19 54.     (N) 086 16 04.     (W)   SCALED
 ME3394* NAVD 88 ORTHO HEIGHT -   254.597 (meters)      835.29  (feet) ADJUSTED
 ME3394  ______________________________________________________________________
 ME3394  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME3394  DYNAMIC HEIGHT  -        254.490 (meters)      834.94  (feet) COMP
 ME3394  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 ME3394
 ME3394  VERT ORDER      -  FIRST     CLASS II
 ME3394
 ME3394.The horizontal coordinates were scaled from a map and have
 ME3394.an estimated accuracy of +/- 6 seconds.
 ME3394
 ME3394.The orthometric height was determined by differential leveling and
 ME3394.adjusted by the NATIONAL GEODETIC SURVEY
 ME3394.in April 1995.
 ME3394
 ME3394.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3394.GEOID18 height accuracy estimate available here.
 ME3394
 ME3394.Click photographs - Photos may exist for this station.
 ME3394
 ME3394.The dynamic height is computed by dividing the NAVD 88
 ME3394.geopotential number by the normal gravity value computed on the
 ME3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3394.degrees latitude (g = 980.6199 gals.).
 ME3394
 ME3394.The modeled gravity was interpolated from observed gravity values.
 ME3394
 ME3394;                    North         East    Units  Estimated Accuracy
 ME3394;SPC IN E     -   675,570.       49,680.      MT  (+/- 180 meters Scaled)
 ME3394
 ME3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612758(NAD 83)
 ME3394
 ME3394                          SUPERSEDED SURVEY CONTROL
 ME3394
 ME3394  NGVD 29 (01/19/93)  254.719  (m)          835.69   (f) ADJUSTED    1 2
 ME3394
 ME3394.Superseded values are not recommended for survey control.
 ME3394
 ME3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3394.See file dsdata.pdf to determine how the superseded data were derived.
 ME3394
 ME3394_MARKER: DR = REFERENCE MARK DISK
 ME3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3394_STAMPING: MARSHALL 1952 NO 3 1980
 ME3394_MARK LOGO: NGS
 ME3394_PROJECTION: FLUSH
 ME3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3394+STABILITY: SURFACE MOTION
 ME3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3394+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME3394
 ME3394  HISTORY     - Date     Condition        Report By
 ME3394  HISTORY     - 1980     MONUMENTED       NGS
 ME3394  HISTORY     - 19920909 GOOD             NGS
 ME3394
 ME3394                          STATION DESCRIPTION
 ME3394
 ME3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3394'3.2 KM (2.00 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME3394'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 45.3 M
 ME3394'(148.6 FT) NORTH OF THE NEAR RAIL, 18.2 M (59.7 FT) NORTH OF THE
 ME3394'CENTERLINE OF OLD HIGHWAY 30, 14.8 M (48.6 FT) NORTH OF TRIANGULATION
 ME3394'STATION MARSHALL, 14.6 M (47.9 FT) WEST OF THE CENTER OF A DRIVEWAY
 ME3394'LEADING TO A BARN, 6.9 M (22.6 FT) SOUTH OF A UTILITY LIGHT POLE, 0.8
 ME3394'M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 ME3394'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2420 ***********************************************************************
 LB2420  DESIGNATION -  MARTHA
 LB2420  PID         -  LB2420
 LB2420  STATE/COUNTY-  IN/CASS
 LB2420  COUNTRY     -  US
 LB2420  USGS QUAD   -  LOGANSPORT (2019)
 LB2420
 LB2420                         *CURRENT SURVEY CONTROL
 LB2420  ______________________________________________________________________
 LB2420* NAD 83(1997) POSITION- 40 47 26.56767(N) 086 21 10.54883(W)   ADJUSTED
 LB2420* NAVD 88 ORTHO HEIGHT -   216.30  (+/-2cm)      709.6   (feet) VERTCON3
 LB2420  ______________________________________________________________________
 LB2420  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LB2420  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 LB2420  HORZ ORDER      -  SECOND
 LB2420  VERT ORDER      -  THIRD ? (See Below)
 LB2420
 LB2420.The horizontal coordinates were established by classical geodetic methods
 LB2420.and adjusted by the National Geodetic Survey in May 1999.
 LB2420
 LB2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2420
 LB2420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2420.GEOID18 height accuracy estimate available here.
 LB2420
 LB2420.The vertical order pertains to the NGVD 29 superseded value.
 LB2420
 LB2420.Click photographs - Photos may exist for this station.
 LB2420
 LB2420.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2420
 LB2420. The following values were computed from the NAD 83(1997) position.
 LB2420
 LB2420;                    North         East     Units Scale Factor Converg.
 LB2420;SPC IN E     -   615,543.895    42,080.564   MT  1.00000794   -0 26 54.0
 LB2420;SPC IN E     - 2,019,496.93    138,059.32   sFT  1.00000794   -0 26 54.0
 LB2420;SPC IN W     -   615,573.984   961,644.764   MT  1.00001342   +0 28 37.9
 LB2420;SPC IN W     - 2,019,595.65  3,154,996.20   sFT  1.00001342   +0 28 37.9
 LB2420;UTM  16      - 4,515,726.062   554,591.502   MT  0.99963668   +0 25 21.9
 LB2420
 LB2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2420!SPC IN E     -   0.99997142  x   1.00000794  =   0.99997936
 LB2420!SPC IN W     -   0.99997142  x   1.00001342  =   0.99998484
 LB2420!UTM  16      -   0.99997142  x   0.99963668  =   0.99960811
 LB2420
 LB2420:                Primary Azimuth Mark                     Grid Az
 LB2420:SPC IN E     -  MADISON                                  335 57 23.0
 LB2420:SPC IN W     -  MADISON                                  335 01 51.1
 LB2420:UTM  16      -  MADISON                                  335 05 07.1
 LB2420
 LB2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5459115726(NAD 83)
 LB2420
 LB2420|---------------------------------------------------------------------|
 LB2420| PID    Reference Object                     Distance      Geod. Az  |
 LB2420|                                                           dddmmss.s |
 LB2420| CC8885 MARTHA RM                             5.290 METERS 00055     |
 LB2420| LB2418 LAWN                                314.726 METERS 17106     |
 LB2420| LB2419 MADISON                             APPROX. 0.6 KM 3353029.0 |
 LB2420|---------------------------------------------------------------------|
 LB2420
 LB2420                          SUPERSEDED SURVEY CONTROL
 LB2420
 LB2420  NAD 83(1986)-  40 47 26.57278(N)    086 21 10.56313(W) AD(       ) 2
 LB2420  NAD 27      -  40 47 26.41450(N)    086 21 10.56860(W) AD(       ) 2
 LB2420  USSD        -  40 47 26.44200(N)    086 21 10.41200(W) AD(       ) 3
 LB2420  NGVD 29             216.41   (m)          710.0    (f) LEVELING    3  
 LB2420
 LB2420.Superseded values are not recommended for survey control.
 LB2420
 LB2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2420.See file dsdata.pdf to determine how the superseded data were derived.
 LB2420
 LB2420_MARKER: DS = TRIANGULATION STATION DISK
 LB2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2420_STAMPING: MARTHA 1920
 LB2420_MARK LOGO: CGS
 LB2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2420+STABILITY: SURFACE MOTION
 LB2420
 LB2420  HISTORY     - Date     Condition        Report By
 LB2420  HISTORY     - 1920     MONUMENTED       CGS
 LB2420
 LB2420                          STATION DESCRIPTION
 LB2420
 LB2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2420'ABOUT 3-1/2 MILES N OF LOGANSPORT, ON THE E SIDE OF THE TRACK, 150
 LB2420'YARDS N OF RAILROAD BRIDGE NO. 118-08, ONE-HALF MILE N OF MILEPOST
 LB2420'T. H. 118, ONE-QUARTER MILE S OF ROAD CROSSING, 12.280 METERS
 LB2420'(40.29 FEET) E OF THE E AND NEAREST RAIL.  THE STATION,
 LB2420'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE
 LB2420'AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2420'THE TRACK, 5.290 METERS (17.36 FEET) FROM THE STATION N 00 55 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3343 ***********************************************************************
 JZ3343  DESIGNATION -  MARTIN
 JZ3343  PID         -  JZ3343
 JZ3343  STATE/COUNTY-  IN/RUSH
 JZ3343  COUNTRY     -  US
 JZ3343  USGS QUAD   -  CLARKSBURG (2019)
 JZ3343
 JZ3343                         *CURRENT SURVEY CONTROL
 JZ3343  ______________________________________________________________________
 JZ3343* NAD 83(1997) POSITION- 39 28 05.40234(N) 085 20 17.26836(W)   ADJUSTED
 JZ3343* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 JZ3343  ______________________________________________________________________
 JZ3343  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 JZ3343  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 JZ3343  HORZ ORDER      -  FIRST
 JZ3343
 JZ3343.The horizontal coordinates were established by classical geodetic methods
 JZ3343.and adjusted by the National Geodetic Survey in May 1999.
 JZ3343
 JZ3343.The orthometric height was scaled from a topographic map.
 JZ3343
 JZ3343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3343.GEOID18 height accuracy estimate available here.
 JZ3343
 JZ3343.Click photographs - Photos may exist for this station.
 JZ3343
 JZ3343.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3343
 JZ3343. The following values were computed from the NAD 83(1997) position.
 JZ3343
 JZ3343;                    North         East     Units Scale Factor Converg.
 JZ3343;SPC IN E     -   468,521.994   128,270.527   MT  0.99997650   +0 12 31.8
 JZ3343;SPC IN E     - 1,537,142.58    420,834.22   sFT  0.99997650   +0 12 31.8
 JZ3343;UTM  16      - 4,370,049.746   642,954.984   MT  0.99985161   +1 03 23.6
 JZ3343
 JZ3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3343!SPC IN E     -   0.99995470  x   0.99997650  =   0.99993120
 JZ3343!UTM  16      -   0.99995470  x   0.99985161  =   0.99980631
 JZ3343
 JZ3343:                Primary Azimuth Mark                     Grid Az
 JZ3343:SPC IN E     -  MARTIN AZ MK                             276 36 29.7
 JZ3343:UTM  16      -  MARTIN AZ MK                             275 45 37.9
 JZ3343
 JZ3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4295470049(NAD 83)
 JZ3343
 JZ3343|---------------------------------------------------------------------|
 JZ3343| PID    Reference Object                     Distance      Geod. Az  |
 JZ3343|                                                           dddmmss.s |
 JZ3343| CC8888 MARTIN RM 1                          33.744 METERS 02549     |
 JZ3343| CC8889 MARTIN RM 2                          34.107 METERS 24145     |
 JZ3343| CC8887 MARTIN AZ MK                                       2764901.5 |
 JZ3343|---------------------------------------------------------------------|
 JZ3343
 JZ3343                          SUPERSEDED SURVEY CONTROL
 JZ3343
 JZ3343  NAD 83(1995)-  39 28 05.40467(N)    085 20 17.27085(W) AD(       ) 1
 JZ3343  NAD 83(1993)-  39 28 05.40635(N)    085 20 17.27466(W) AD(       ) 1
 JZ3343  NAD 83(1986)-  39 28 05.40546(N)    085 20 17.27591(W) AD(       ) 1
 JZ3343  NAD 27      -  39 28 05.22800(N)    085 20 17.39900(W) AD(       ) 1
 JZ3343
 JZ3343.Superseded values are not recommended for survey control.
 JZ3343
 JZ3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3343.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3343
 JZ3343_MARKER: DS = TRIANGULATION STATION DISK
 JZ3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3343_STAMPING: MARTIN
 JZ3343_MARK LOGO: CGS
 JZ3343_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3343+STABILITY: SURFACE MOTION
 JZ3343
 JZ3343  HISTORY     - Date     Condition        Report By
 JZ3343  HISTORY     - 1939     MONUMENTED       CGS
 JZ3343  HISTORY     - 1940     GOOD             SCS
 JZ3343  HISTORY     - 19920101 GOOD             LOCENG
 JZ3343
 JZ3343                          STATION DESCRIPTION
 JZ3343
 JZ3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3343'ABOUT 9 MILES SOUTHEAST OF MILROY, 1.6 MILES EAST OF MILROY AIRPORT,
 JZ3343'ON PROPERTY OWNED BY DONALD MARTIN OF CLARKSBURG, IN
 JZ3343'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 39 FEET NORTH OF THE
 JZ3343'CENTER LINE OF AN EAST-WEST GRAVEL HIGHWAY, 54 FEET
 JZ3343'WEST-NORTHWEST OF THE SOUTHEAST FENCE CORNER, 24 FEET NORTH OF THE
 JZ3343'EAST-WEST FENCE LINE, AND 28 FEET NORTHWEST OF THE WESTERLY
 JZ3343'GATEPOST AT FARM ENTRANCE.  THE MARK IS 12 INCHES UNDERGROUND.
 JZ3343'
 JZ3343'TO REACH FROM MILROY, GO EAST ON STATE HIGHWAY 244 FOR 6.0 MILES TO A
 JZ3343'MACADAM CROSSROADS AND A SCHOOLHOUSE ON THE RIGHT, TURN RIGHT
 JZ3343'AND GO 2.0 MILES TO AN EAST-WEST CROSS ROAD, TURN LEFT ON THE
 JZ3343'PAVEMENT AND GO 0.5 MILE TO A CURVE ON THE RIGHT AND A GRAVEL
 JZ3343'ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MI. TO A WOODEN
 JZ3343'GATE AND FARM ENTRANCE AND STATION ON THE LEFT.
 JZ3343'
 JZ3343'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3343'DISKS SET IN CONCRETE.
 JZ3343'
 JZ3343'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT EAST
 JZ3343'OF THE NORTH-SOUTH FENCE LINE, 10 FEET EAST OF THE CENTER LINE
 JZ3343'OF THE FARM ROAD, 41 YARDS NORTH OF THE FENCE CORNER, AND PROJECTS 4
 JZ3343'INCHES ABOVE GROUND.
 JZ3343'
 JZ3343'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 12 FEET SOUTH OF
 JZ3343'THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF THE FENCE
 JZ3343'LINE, AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3343'
 JZ3343'AZIMUTH MARK IS 1 MILE WEST-NORTHWEST OF THE STATION, ON THE WEST
 JZ3343'SIDE OF THE NORTH-SOUTH MACADAM ROAD, 1 FOOT WEST OF THE FENCE
 JZ3343'LINE, 15 FEET NORTH OF THE NORTH GATEPOST OF THE FARM ENTRANCE, AND
 JZ3343'18 FEET WEST OF THE CENTER LINE OF THE MACADAM ROAD.
 JZ3343'
 JZ3343'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL AND
 JZ3343'CONCRETE ROAD FOR 1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO
 JZ3343'0.15 MILE TO THE FARM ENTRANCE AND THE MARK.
 JZ3343'
 JZ3343'NO OBJECTS VISIBLE FROM THE GROUND.
 JZ3343'
 JZ3343'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 JZ3343
 JZ3343                          STATION RECOVERY (1940)
 JZ3343
 JZ3343'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3343'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED AS
 JZ3343'DESCRIBED IN GOOD CONDITION.
 JZ3343
 JZ3343                          STATION RECOVERY (1992)
 JZ3343
 JZ3343'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 JZ3343'FOUND STATION AND BOTH REF.  MARKS IN GOOD CONDITION AS DESCRIBED.
 JZ3343'PLACED CARSONITE POSTS AND REF.  MON.S.  AND 53 SOUTH OF STATION (IN
 JZ3343'5.  R/W FENCE E AND W)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2436 ***********************************************************************
 LB2436  DESIGNATION -  MARTIN
 LB2436  PID         -  LB2436
 LB2436  STATE/COUNTY-  IN/CASS
 LB2436  COUNTRY     -  US
 LB2436  USGS QUAD   -  LUCERNE (2019)
 LB2436
 LB2436                         *CURRENT SURVEY CONTROL
 LB2436  ______________________________________________________________________
 LB2436* NAD 83(1997) POSITION- 40 51 07.27000(N) 086 24 08.73072(W)   ADJUSTED
 LB2436* NAVD 88 ORTHO HEIGHT -   242.42  (+/-2cm)      795.3   (feet) VERTCON3
 LB2436  ______________________________________________________________________
 LB2436  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 LB2436  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 LB2436  HORZ ORDER      -  SECOND
 LB2436  VERT ORDER      -  THIRD ? (See Below)
 LB2436
 LB2436.The horizontal coordinates were established by classical geodetic methods
 LB2436.and adjusted by the National Geodetic Survey in May 1999.
 LB2436
 LB2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2436
 LB2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2436.GEOID18 height accuracy estimate available here.
 LB2436
 LB2436.The vertical order pertains to the NGVD 29 superseded value.
 LB2436
 LB2436.Click photographs - Photos may exist for this station.
 LB2436
 LB2436.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2436
 LB2436. The following values were computed from the NAD 83(1997) position.
 LB2436
 LB2436;                    North         East     Units Scale Factor Converg.
 LB2436;SPC IN E     -   622,385.700    37,960.395   MT  1.00001402   -0 28 52.6
 LB2436;SPC IN E     - 2,041,943.75    124,541.73   sFT  1.00001402   -0 28 52.6
 LB2436;SPC IN W     -   622,348.298   957,414.553   MT  1.00000722   +0 26 43.4
 LB2436;SPC IN W     - 2,041,821.04  3,141,117.58   sFT  1.00000722   +0 26 43.4
 LB2436;UTM  16      - 4,522,501.844   550,369.324   MT  0.99963123   +0 23 27.2
 LB2436
 LB2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2436!SPC IN E     -   0.99996729  x   1.00001402  =   0.99998131
 LB2436!SPC IN W     -   0.99996729  x   1.00000722  =   0.99997451
 LB2436!UTM  16      -   0.99996729  x   0.99963123  =   0.99959853
 LB2436
 LB2436:                Primary Azimuth Mark                     Grid Az
 LB2436:SPC IN E     -  MARCHAL                                  148 15 43.9
 LB2436:SPC IN W     -  MARCHAL                                  147 20 07.9
 LB2436:UTM  16      -  MARCHAL                                  147 23 24.1
 LB2436
 LB2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5036922501(NAD 83)
 LB2436
 LB2436|---------------------------------------------------------------------|
 LB2436| PID    Reference Object                     Distance      Geod. Az  |
 LB2436|                                                           dddmmss.s |
 LB2436| LB2434 MARCHAL                             APPROX. 4.2 KM 1474651.3 |
 LB2436| CC8886 MARTIN RM                            11.970 METERS 32251     |
 LB2436| LB2435 MONROE                              489.742 METERS 3504959.9 |
 LB2436|---------------------------------------------------------------------|
 LB2436
 LB2436                          SUPERSEDED SURVEY CONTROL
 LB2436
 LB2436  NAD 83(1986)-  40 51 07.27622(N)    086 24 08.74147(W) AD(       ) 2
 LB2436  NAD 27      -  40 51 07.12270(N)    086 24 08.73380(W) AD(       ) 2
 LB2436  USSD        -  40 51 07.14400(N)    086 24 08.59100(W) AD(       ) 3
 LB2436  NGVD 29             242.53   (m)          795.7    (f) LEVELING    3  
 LB2436
 LB2436.Superseded values are not recommended for survey control.
 LB2436
 LB2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2436.See file dsdata.pdf to determine how the superseded data were derived.
 LB2436
 LB2436_MARKER: DS = TRIANGULATION STATION DISK
 LB2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2436_STAMPING: MARTIN 1920
 LB2436_MARK LOGO: CGS
 LB2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2436+STABILITY: SURFACE MOTION
 LB2436
 LB2436  HISTORY     - Date     Condition        Report By
 LB2436  HISTORY     - 1920     MONUMENTED       CGS
 LB2436
 LB2436                          STATION DESCRIPTION
 LB2436
 LB2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2436'ON THE W SIDE OF THE TRACK, 1 MILE S OF LUCERNE, 30 YARDS N OF THE
 LB2436'DIRT ROAD CROSSING, 500 YARDS N OF THE MILEPOST T. H. 123, 8.440
 LB2436'METERS (27.69 FEET) W OF THE W AND NEAREST RAIL.  THE STATION,
 LB2436'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE
 LB2436'AS DESCRIBED.
 LB2436'
 LB2436'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 11.97 METERS
 LB2436'(39.27 FEET) FROM THE STATION N 37 DEG 09 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1921 ***********************************************************************
 JA1921  DESIGNATION -  MARTIN
 JA1921  PID         -  JA1921
 JA1921  STATE/COUNTY-  IN/MARTIN
 JA1921  COUNTRY     -  US
 JA1921  USGS QUAD   -  RUSK (2019)
 JA1921
 JA1921                         *CURRENT SURVEY CONTROL
 JA1921  ______________________________________________________________________
 JA1921* NAD 83(1997) POSITION- 38 32 12.32431(N) 086 52 23.67511(W)   ADJUSTED
 JA1921* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 JA1921  ______________________________________________________________________
 JA1921  GEOID HEIGHT    -        -32.660 (meters)                     GEOID18
 JA1921  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 JA1921  HORZ ORDER      -  SECOND
 JA1921
 JA1921.The horizontal coordinates were established by classical geodetic methods
 JA1921.and adjusted by the National Geodetic Survey in May 1999.
 JA1921
 JA1921.The orthometric height was scaled from a topographic map.
 JA1921
 JA1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1921.GEOID18 height accuracy estimate available here.
 JA1921
 JA1921.Click photographs - Photos may exist for this station.
 JA1921
 JA1921.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1921
 JA1921. The following values were computed from the NAD 83(1997) position.
 JA1921
 JA1921;                    North         East     Units Scale Factor Converg.
 JA1921;SPC IN W     -   365,093.801   918,316.835   MT  0.99997080   +0 07 51.2
 JA1921;SPC IN W     - 1,197,811.91  3,012,844.48   sFT  0.99997080   +0 07 51.2
 JA1921;UTM  16      - 4,265,379.640   511,047.316   MT  0.99960150   +0 04 44.3
 JA1921
 JA1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1921!SPC IN W     -   0.99997251  x   0.99997080  =   0.99994331
 JA1921!UTM  16      -   0.99997251  x   0.99960150  =   0.99957402
 JA1921
 JA1921:                Primary Azimuth Mark                     Grid Az
 JA1921:SPC IN W     -  MARTIN AZ MK                             351 33 00.6
 JA1921:UTM  16      -  MARTIN AZ MK                             351 36 07.5
 JA1921
 JA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1104765379(NAD 83)
 JA1921
 JA1921|---------------------------------------------------------------------|
 JA1921| PID    Reference Object                     Distance      Geod. Az  |
 JA1921|                                                           dddmmss.s |
 JA1921| CG8928 MARTIN RM 1                          19.415 METERS 09909     |
 JA1921| CG8929 MARTIN RM 2                          26.639 METERS 22932     |
 JA1921| CG8927 MARTIN AZ MK                                       3514051.8 |
 JA1921|---------------------------------------------------------------------|
 JA1921
 JA1921                          SUPERSEDED SURVEY CONTROL
 JA1921
 JA1921  NAD 83(1986)-  38 32 12.33142(N)    086 52 23.67770(W) AD(       ) 2
 JA1921  NAD 27      -  38 32 12.14000(N)    086 52 23.68300(W) AD(       ) 2
 JA1921
 JA1921.Superseded values are not recommended for survey control.
 JA1921
 JA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1921.See file dsdata.pdf to determine how the superseded data were derived.
 JA1921
 JA1921_MARKER: DS = TRIANGULATION STATION DISK
 JA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1921_STAMPING: MARTIN 1946
 JA1921_MARK LOGO: CGS
 JA1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1921+STABILITY: SURFACE MOTION
 JA1921
 JA1921  HISTORY     - Date     Condition        Report By
 JA1921  HISTORY     - 1946     MONUMENTED       CGS
 JA1921
 JA1921                          STATION DESCRIPTION
 JA1921
 JA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1921'STATION IS ON THE HIGHEST POINT OF A PROMINENT WOODED HILL, LYING
 JA1921'ABOUT 0.5 MILE SOUTH FROM THE SOUTH MARTIN CROSSROAD STORE AND ABOUT 4
 JA1921'MILES NORTHEAST FROM HAYSVILLE, 25 FEET NORTHEAST FROM A 24-INCH OAK
 JA1921'WITH A TRIANGLE BLAZE ON IT.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1921'IS STAMPED MARTIN 1946.
 JA1921'
 JA1921'REFERENCE MARK NO 1 IS 63.70 FEET EAST OF THE STATION.  THE MARK
 JA1921'PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTIN NO 1 1946.
 JA1921'
 JA1921'REFERENCE MARK NO 2 IS 85.24 FEET SOUTHWEST OF THE STATION, 36 FEET
 JA1921'SOUTHWEST OF A 24-INCH OAK WITH A TRIANGLE BLAZE ON IT.  THE MARK
 JA1921'PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTIN NO 2 1946.
 JA1921'
 JA1921'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, 17.5
 JA1921'FEET SOUTH OF A 24-INCH HICKORY TREE, 19.5 FEET EAST OF THE CENTERLINE
 JA1921'OF THE GRAVEL ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 JA1921'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTIN 1946.
 JA1921'
 JA1921'TO REACH FROM THE HIGHWAY JUNCTION ON THE SOUTH SIDE OF HAYSVILLE, GO
 JA1921'NORTH ON STATE HWY 45 FOR 5.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 JA1921'AND GO EAST ON A NARROW ROAD 0.4 MILE TO A SIDE ROAD, TURN RIGHT AND
 JA1921'FOLLOW THE MAIN ROAD SOUTH AND EAST 1.9 MILES TO SOUTH MARTIN
 JA1921'CROSSROAD AND STORE, TURN RIGHT AND GO SOUTH 0.2 MILE TO THE AZIMUTH
 JA1921'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.2 MILE TO THE TOP OF THE GRADE
 JA1921'AT THE WEST SIDE OF THE HILLTOP, TURN LEFT OF THE ROAD ABOUT 500 YARDS
 JA1921'FROM THE TOP OF THE GRADE AND GO OVER THE CUT BANK ON AN OLD UNUSED
 JA1921'ROAD, GO NORTH AND NORTHEAST ABOUT 150 YARDS TO THE HIGHEST POINT AND
 JA1921'THE STATION IN THE TALL TIMBER.
 JA1921'
 JA1921'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1723 ***********************************************************************
 JA1723  DESIGNATION -  MARTINSBURG
 JA1723  PID         -  JA1723
 JA1723  STATE/COUNTY-  IN/WASHINGTON
 JA1723  COUNTRY     -  US
 JA1723  USGS QUAD   -  PALMYRA (2019)
 JA1723
 JA1723                         *CURRENT SURVEY CONTROL
 JA1723  ______________________________________________________________________
 JA1723* NAD 83(1997) POSITION- 38 26 26.42360(N) 086 01 37.06775(W)   ADJUSTED
 JA1723* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 JA1723  ______________________________________________________________________
 JA1723  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JA1723  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 JA1723  HORZ ORDER      -  THIRD
 JA1723
 JA1723.The horizontal coordinates were established by classical geodetic methods
 JA1723.and adjusted by the National Geodetic Survey in May 1999.
 JA1723
 JA1723.The orthometric height was scaled from a topographic map.
 JA1723
 JA1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1723.GEOID18 height accuracy estimate available here.
 JA1723
 JA1723.Click photographs - Photos may exist for this station.
 JA1723
 JA1723.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1723
 JA1723. The following values were computed from the NAD 83(1997) position.
 JA1723
 JA1723;                    North         East     Units Scale Factor Converg.
 JA1723;SPC IN E     -   354,468.897    68,545.569   MT  0.99997885   -0 13 26.4
 JA1723;SPC IN E     - 1,162,953.37    224,886.59   sFT  0.99997885   -0 13 26.4
 JA1723;UTM  16      - 4,255,158.780   584,917.220   MT  0.99968880   +0 36 17.9
 JA1723
 JA1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1723!SPC IN E     -   0.99996290  x   0.99997885  =   0.99994175
 JA1723!UTM  16      -   0.99996290  x   0.99968880  =   0.99965171
 JA1723
 JA1723:                Primary Azimuth Mark                     Grid Az
 JA1723:SPC IN E     -  DUTCH                                    356 31 24.9
 JA1723:UTM  16      -  DUTCH                                    355 41 40.6
 JA1723
 JA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8491755158(NAD 83)
 JA1723
 JA1723|---------------------------------------------------------------------|
 JA1723| PID    Reference Object                     Distance      Geod. Az  |
 JA1723|                                                           dddmmss.s |
 JA1723| CG8930 MARTINSBURG AZ MK                                  0600313.1 |
 JA1723| CG8931 MARTINSBURG RM 1                     27.487 METERS 08120     |
 JA1723| CG8932 MARTINSBURG RM 2                     27.164 METERS 17509     |
 JA1723| JA1722 DUTCH                               APPROX. 5.1 KM 3561758.5 |
 JA1723|---------------------------------------------------------------------|
 JA1723
 JA1723                          SUPERSEDED SURVEY CONTROL
 JA1723
 JA1723  NAD 83(1993)-  38 26 26.42517(N)    086 01 37.06874(W) AD(       ) 3
 JA1723  NAD 83(1986)-  38 26 26.42810(N)    086 01 37.07341(W) AD(       ) 3
 JA1723  NAD 27      -  38 26 26.20300(N)    086 01 37.17300(W) AD(       ) 3
 JA1723
 JA1723.Superseded values are not recommended for survey control.
 JA1723
 JA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1723.See file dsdata.pdf to determine how the superseded data were derived.
 JA1723
 JA1723_MARKER: DS = TRIANGULATION STATION DISK
 JA1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1723_STAMPING: MARTINSBURG 1947
 JA1723_MARK LOGO: CGS
 JA1723_PROJECTION: FLUSH
 JA1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1723+STABILITY: SURFACE MOTION
 JA1723
 JA1723  HISTORY     - Date     Condition        Report By
 JA1723  HISTORY     - 1947     MONUMENTED       CGS
 JA1723  HISTORY     - 1957     SEE DESCRIPTION  CGS
 JA1723
 JA1723                          STATION DESCRIPTION
 JA1723
 JA1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1723'THE STATION IS LOCATED IN THE SOUTH PART OF THE SMALL SETTLEMENT OF
 JA1723'MARTINSBURG.  THE MARK IS IN THE SOUTHWEST CORNER OF THE MARTINSBURG
 JA1723'GRADE SCHOOL YARD, ABOUT 100 YARDS WEST OF STATE HIGHWAY 335.  IT
 JA1723'IS 46 FEET NORTH OF A SYCAMORE TREE ( 2-1/2 FEET IN DIAMETER) AND
 JA1723'40 FEET NORTHWEST OF THE NORTHWEST SCHOOL CORNER.  THE MARK IS FLUSH
 JA1723'WITH THE GROUND, AND THE DISK IS STAMPED MARTINSBURG 1947.
 JA1723'
 JA1723'REFERENCE MARK NO. 1 IS 90.18 FEET EAST OF THE STATION AND 7 FEET
 JA1723'NORTH OF THE NORTH SIDE OF THE SCHOOL.  THE MARK IS FLUSH WITH THE
 JA1723'GROUND, AND THE DISK IS STAMPED MARTINSBURG NO 1 1947.
 JA1723'
 JA1723'REFERENCE MARK NO. 2 IS 89.12 FEET SOUTH OF THE STATION, 50 FEET
 JA1723'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, AND 38 NORTH OF THE
 JA1723'APPROXIMATE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES,
 JA1723'AND THE DISK IS STAMPED MARTINSBURG NO 2 1947.
 JA1723'
 JA1723'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-NORTHEAST OF THE
 JA1723'STATION, 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 JA1723'ROAD, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE
 JA1723'FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 JA1723'MARTINSBURG 1947.
 JA1723'
 JA1723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 JA1723'335 FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST, AND
 JA1723'GO ON THE MAIN DIRT ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.
 JA1723'TURN LEFT, NORTH, AND GO ABOUT 50 YARDS TO THE AZIMUTH MARK ON THE
 JA1723'LEFT.
 JA1723'
 JA1723'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1723
 JA1723                          STATION RECOVERY (1957)
 JA1723
 JA1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JA1723'THIS STATION MARK WAS FOUND TO HAVE BEEN DESTROYED, IT WAS BULLDOZED
 JA1723'OUT WHEN THE SCHOOL YARD WAS LEVELED OFF TO MAKE ROOM FOR A BALL
 JA1723'DIAMOND.
 JA1723'
 JA1723'REFERENCE MARK NO. 1 AND 2 ARE IN PLACE AND SEEM TO BE
 JA1723'UNDISTURBED.
 JA1723'
 JA1723'THE AZIMUTH MARK WAS FOUND TO BE OBSTRUCTED FROM STATION BY A NEW
 JA1723'HOUSE OWNED BY MR. RANDELL.  THE DISK WAS REMOVED AND THE POST BROKE
 JA1723'OFF DOWN TO THE LEVEL WITH GROUND.
 JA1723'
 JA1723'STATION MARK DISK STAMPED MARTINSBURG 1947 RECEIVED IN BUREAU.
 JA1723'
 JA1723'AZIMUTH MARK DISK STAMPED MARTINSBURG 1947 RECD 10/23/57 IN BUREAU.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2386 ***********************************************************************
 ME2386  DESIGNATION -  MARY
 ME2386  PID         -  ME2386
 ME2386  STATE/COUNTY-  IN/PULASKI
 ME2386  COUNTRY     -  US
 ME2386  USGS QUAD   -  MEDARYVILLE (2019)
 ME2386
 ME2386                         *CURRENT SURVEY CONTROL
 ME2386  ______________________________________________________________________
 ME2386* NAD 83(1997) POSITION- 41 07 07.58582(N) 086 53 28.04603(W)   ADJUSTED
 ME2386* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 ME2386  ______________________________________________________________________
 ME2386  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 ME2386  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 ME2386  HORZ ORDER      -  SECOND
 ME2386
 ME2386.The horizontal coordinates were established by classical geodetic methods
 ME2386.and adjusted by the National Geodetic Survey in May 1999.
 ME2386
 ME2386.The orthometric height was scaled from a topographic map.
 ME2386
 ME2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2386.GEOID18 height accuracy estimate available here.
 ME2386
 ME2386.Click photographs - Photos may exist for this station.
 ME2386
 ME2386.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2386
 ME2386. The following values were computed from the NAD 83(1997) position.
 ME2386
 ME2386;                    North         East     Units Scale Factor Converg.
 ME2386;SPC IN W     -   651,765.997   916,141.977   MT  0.99996987   +0 07 35.0
 ME2386;SPC IN W     - 2,138,335.61  3,005,709.14   sFT  0.99996987   +0 07 35.0
 ME2386;UTM  16      - 4,551,947.932   509,140.191   MT  0.99960103   +0 04 17.8
 ME2386
 ME2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2386!SPC IN W     -   0.99997159  x   0.99996987  =   0.99994146
 ME2386!UTM  16      -   0.99997159  x   0.99960103  =   0.99957263
 ME2386
 ME2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0914051947(NAD 83)
 ME2386
 ME2386|---------------------------------------------------------------------|
 ME2386| PID    Reference Object                     Distance      Geod. Az  |
 ME2386|                                                           dddmmss.s |
 ME2386| CM3107 MARY RM 1                            26.761 METERS 07039     |
 ME2386| CM3108 MARY RM 2                            26.983 METERS 12437     |
 ME2386| AE8465 MARY AZ MK                          340.871 METERS 35550     |
 ME2386|---------------------------------------------------------------------|
 ME2386
 ME2386                          SUPERSEDED SURVEY CONTROL
 ME2386
 ME2386  NAD 83(1986)-  41 07 07.59150(N)    086 53 28.05195(W) AD(       ) 2
 ME2386  NAD 27      -  41 07 07.45130(N)    086 53 27.98200(W) AD(       ) 2
 ME2386
 ME2386.Superseded values are not recommended for survey control.
 ME2386
 ME2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2386.See file dsdata.pdf to determine how the superseded data were derived.
 ME2386
 ME2386_MARKER: DS = TRIANGULATION STATION DISK
 ME2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2386_STAMPING: MARY 1948
 ME2386_MARK LOGO: CGS
 ME2386_PROJECTION: RECESSED 10 CENTIMETERS
 ME2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2386+STABILITY: SURFACE MOTION
 ME2386
 ME2386  HISTORY     - Date     Condition        Report By
 ME2386  HISTORY     - 1948     MONUMENTED       CGS
 ME2386  HISTORY     - 1969     GOOD             CGS
 ME2386
 ME2386                          STATION DESCRIPTION
 ME2386
 ME2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2386'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF MEDARYVILLE ON EAST SIDE
 ME2386'OF STATE HIGHWAY 43 ON PROPERTY BELONGING TO LEE STUMP.  IT IS 57 FEET
 ME2386'EAST OF CENTER OF HIGHWAY 43, 39 FEET NORTH OF CENTER OF A DIRT LANE
 ME2386'AND 25 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS 4 INCHES BELOW
 ME2386'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MARY 1948.
 ME2386'
 ME2386'REFERENCE MARK NO. 1 IS 87.80 FEET NORTHEAST OF STATION.  IT IS 59
 ME2386'FEET NORTH OF CENTER OF DIRT LANE AND 1 FOOT SOUTH OF FENCE.  THE MARK
 ME2386'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED MARY NO 1 1948.
 ME2386'
 ME2386'REFERENCE MARK NO. 2 IS 88.53 FEET SOUTHEAST OF STATION.  IT IS 132
 ME2386'FEET EAST OF CENTER OF HIGHWAY 43, 20 FEET SOUTH OF CENTER OF DIRT
 ME2386'LANE AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 12 INCHES AND
 ME2386'THE DISK IS STAMPED MARY NO 2 1948.
 ME2386'
 ME2386'AZIMUTH MARK IS 0.25 MILE NORTH OF STATION.  IT IS 32 FEET WEST OF
 ME2386'CENTER OF HIGHWAY 43, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 ME2386'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 ME2386'STAMPED MARY 1948.
 ME2386'
 ME2386'TO REACH THE STATION FROM THE HIGH SCHOOL IN MEDARYVILLE, GO NORTH ON
 ME2386'STATE HIGHWAY 43 FOR 2.6 MILES TO STATION ON RIGHT OR EAST OF HIGHWAY
 ME2386'AS DESCRIBED.
 ME2386'
 ME2386'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 43 FOR 0.25
 ME2386'MILE TO THE AZIMUTH MARK ON LEFT OR WEST OF HIGHWAY AS DESCRIBED.
 ME2386'
 ME2386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2386
 ME2386                          STATION RECOVERY (1969)
 ME2386
 ME2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2386'ALL MARKS WERE FOUND IN GOOD CONDITION BUT THE DESCRIPTION IS POOR AND
 ME2386'A NEW ONE FOLLOWS-
 ME2386'
 ME2386'THE STATION MARK IS 54 FEET SOUTHWEST OF A 24 INCH OAK TREE, 62 FEET
 ME2386'NORTHWEST OF A 10 INCH WALNUT TREE, 36 FEET NORTH OF THE CENTERLINE OF
 ME2386'A DIRT DRIVEWAY, 31 FEET NORTHEAST OF A POWER POLE AND 57 FEET EAST OF
 ME2386'THE CENTERLINE OF HIGHWAY 421.  THE MONUMENT IS 4 INCHES UNDERGROUND
 ME2386'AND THE DISK IS STAMPED MARY 1948.
 ME2386'
 ME2386'TO REACH THE STATION FROM THE HIGH SCHOOL IN MEDARYVILLE, GO NORTH ON
 ME2386'U.S. HIGHWAY 421 FOR 2.6 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 ME2386'NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2386'
 ME2386'REFERENCE MARK 1 IS 43 FEET EAST OF THE OAK TREE, 54 FEET NORTH OF THE
 ME2386'CENTERLINE OF THE DRIVEWAY AND 75 FEET NORTHWEST OF A UTILITY POLE.
 ME2386'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED MARY NO 1 1948.
 ME2386'
 ME2386'REFERENCE MARK 2 IS 25 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 ME2386'35 FEET EAST OF THE WALNUT TREE AND 31 FEET WEST OF THE UTILITY POLE.
 ME2386'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED MARY NO 2
 ME2386'1948.
 ME2386'
 ME2386'THE AZIMUTH MARK IS 101 FEET NORTH OF A FENCE CORNER, 121 FEET NORTH
 ME2386'OF THE CENTERLINE OF A GRAVELED ROAD, 73 FEET NORTH OF A TELEPHONE
 ME2386'POLE, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A
 ME2386'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 ME2386'10 INCHES AND THE DISK IS STAMPED MARY 1948.
 ME2386'
 ME2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH OF
 ME2386'MEDARYVILLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2319 ***********************************************************************
 HZ2319  DESIGNATION -  MARYSVILLE 1914
 HZ2319  PID         -  HZ2319
 HZ2319  STATE/COUNTY-  IN/CLARK
 HZ2319  COUNTRY     -  US
 HZ2319  USGS QUAD   -  OTISCO (2019)
 HZ2319
 HZ2319                         *CURRENT SURVEY CONTROL
 HZ2319  ______________________________________________________________________
 HZ2319* NAD 83(1997) POSITION- 38 35 21.00247(N) 085 38 52.12354(W)   ADJUSTED
 HZ2319* NAD 83(1997) ELLIP HT-   182.463 (meters)        (05/25/99)   ADJUSTED
 HZ2319* NAVD 88 ORTHO HEIGHT -   216.09  (+/-2cm)      709.0   (feet) VERTCON3
 HZ2319  ______________________________________________________________________
 HZ2319  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 HZ2319  NAD 83(1997) X  -    378,831.168 (meters)                     COMP
 HZ2319  NAD 83(1997) Y  - -4,977,649.237 (meters)                     COMP
 HZ2319  NAD 83(1997) Z  -  3,956,884.803 (meters)                     COMP
 HZ2319  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 HZ2319  HORZ ORDER      -  FIRST
 HZ2319  VERT ORDER      -  THIRD ? (See Below)
 HZ2319  ELLP ORDER      -  FOURTH    CLASS I
 HZ2319
 HZ2319.The horizontal coordinates were established by classical geodetic methods
 HZ2319.and adjusted by the National Geodetic Survey in May 1999.
 HZ2319
 HZ2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2319
 HZ2319.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2319.GEOID18 height accuracy estimate available here.
 HZ2319
 HZ2319.The vertical order pertains to the NGVD 29 superseded value.
 HZ2319
 HZ2319.Click photographs - Photos may exist for this station.
 HZ2319
 HZ2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2319
 HZ2319.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2319
 HZ2319.The ellipsoidal height was determined by GPS observations
 HZ2319.and is referenced to NAD 83.
 HZ2319
 HZ2319. The following values were computed from the NAD 83(1997) position.
 HZ2319
 HZ2319;                    North         East     Units Scale Factor Converg.
 HZ2319;SPC IN E     -   370,890.806   101,642.652   MT  0.99996670   +0 00 42.3
 HZ2319;SPC IN E     - 1,216,830.92    333,472.60   sFT  0.99996670   +0 00 42.3
 HZ2319;UTM  16      - 4,272,054.499   617,764.860   MT  0.99977079   +0 50 36.6
 HZ2319
 HZ2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2319!SPC IN E     -   0.99997137  x   0.99996670  =   0.99993807
 HZ2319!UTM  16      -   0.99997137  x   0.99977079  =   0.99974217
 HZ2319
 HZ2319:                Primary Azimuth Mark                     Grid Az
 HZ2319:SPC IN E     -  MARYSVILLE AZ MK                         322 33 51.7
 HZ2319:UTM  16      -  MARYSVILLE AZ MK                         321 43 57.4
 HZ2319
 HZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1776472054(NAD 83)
 HZ2319
 HZ2319|---------------------------------------------------------------------|
 HZ2319| PID    Reference Object                     Distance      Geod. Az  |
 HZ2319|                                                           dddmmss.s |
 HZ2319| CG8936 MARYSVILLE RM 3                      30.906 METERS 00018     |
 HZ2319| CG8937 MARYSVILLE RM 4                      26.435 METERS 09819     |
 HZ2319| CG8934 MARYSVILLE RM 1                      25.770 METERS 10053     |
 HZ2319| HZ2320 MARYSVILLE MUN TANK                 363.040 METERS 13245     |
 HZ2319| CG8938 MARYSVILLE RM 5                      42.276 METERS 13354     |
 HZ2319| HZ2317 CLARK S 23                          336.200 METERS 16958     |
 HZ2319| CG8940 MARYSVILLE RM 7                      13.488 METERS 25148     |
 HZ2319| CG8933 MARYSVILLE AZ MK                                   3223434.0 |
 HZ2319| CG8939 MARYSVILLE RM 6                      24.542 METERS 33258     |
 HZ2319| CG8935 MARYSVILLE RM 2                      33.130 METERS 35354     |
 HZ2319|---------------------------------------------------------------------|
 HZ2319
 HZ2319                          SUPERSEDED SURVEY CONTROL
 HZ2319
 HZ2319  NAD 83(1995)-  38 35 21.00353(N)    085 38 52.12189(W) AD(       ) 1
 HZ2319  NAD 83(1993)-  38 35 21.00348(N)    085 38 52.12182(W) AD(       ) 1
 HZ2319  NAD 83(1986)-  38 35 21.00514(N)    085 38 52.12786(W) AD(       ) 1
 HZ2319  NAD 27      -  38 35 20.78700(N)    085 38 52.26000(W) AD(       ) 1
 HZ2319  USSD        -  38 35 20.93200(N)    085 38 52.07500(W) AD(       ) 3
 HZ2319  NGVD 29             216.23   (m)          709.4    (f) LEVELING    3  
 HZ2319
 HZ2319.Superseded values are not recommended for survey control.
 HZ2319
 HZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2319.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2319
 HZ2319_MARKER: DS = TRIANGULATION STATION DISK
 HZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2319_STAMPING: MARYSVILLE 1914
 HZ2319_MARK LOGO: CGS
 HZ2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2319+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 HZ2319
 HZ2319  HISTORY     - Date     Condition        Report By
 HZ2319  HISTORY     - 1914     MONUMENTED       CGS
 HZ2319  HISTORY     - 1914     GOOD             CGS
 HZ2319  HISTORY     - 1935     GOOD             CGS
 HZ2319  HISTORY     - 1947     GOOD             CGS
 HZ2319  HISTORY     - 1957     GOOD             CGS
 HZ2319  HISTORY     - 1970     GOOD             NGS
 HZ2319  HISTORY     - 1974     GOOD             NGS
 HZ2319  HISTORY     - 1974     GOOD             BRADY
 HZ2319  HISTORY     - 1975     GOOD             NGS
 HZ2319  HISTORY     - 19880505 GOOD             NGS
 HZ2319
 HZ2319                          STATION DESCRIPTION
 HZ2319
 HZ2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 HZ2319'ABOUT ONE-HALF MILE NORTHWEST OF THE DEPOT AT MARYSVILLE, 300 METERS
 HZ2319'NORTHWEST OF THE SCHOOLHOUSE, AND 150 METERS EAST OF THE HOUSE
 HZ2319'OF GEORGE HARMON, ON LAND BELONGING TO SAMUEL W. TAFLINGER, OF
 HZ2319'JEFFERSON, IN AN OPEN FIELD 8.1 METERS FROM THE FENCE ON THE
 HZ2319'SOUTHWEST SIDE OF THE MARYSVILLE-LEXINGTON PIKE. THE STATION,
 HZ2319'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 HZ2319'CONCRETE. THE REFERENCE MARKS
 HZ2319'ARE IN THE FENCE LINE ON THE NORTHEAST SIDE OF THE PIKE, ONE
 HZ2319'25.77 METERS FROM THE STATION, S 79 DEG 07 MIN E, AND THE
 HZ2319'OTHER 33.13 METERS, N 06 DEG 06 MIN W.
 HZ2319
 HZ2319                          STATION RECOVERY (1914)
 HZ2319
 HZ2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914
 HZ2319'RECOVERED IN GOOD CONDITION.
 HZ2319
 HZ2319                          STATION RECOVERY (1935)
 HZ2319
 HZ2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2319'USE SAMUEL W. TAFLINGER OF MARYSVILLE, IND., INSTEAD OF JEFFERSON.
 HZ2319'USE INDIANA STATE HIGHWAY 3 INSTEAD OF
 HZ2319'MARYSVILLE-LEXINGTON PIKE. THE REFERENCE MARKERS HAVE BEEN DUG OUT,
 HZ2319'FOUND THEM LYING ALONG THE ROAD WHERE THEY HAVE BEEN FOR ABOUT 8
 HZ2319'YEARS.
 HZ2319'
 HZ2319'REPLACED THESE REFERENCE MARKERS, CONSISTING OF STANDARD DISKS IN
 HZ2319'CONCRETE BLOCKS, AS FOLLOWS, 101.6 FEET NORTH, AND 86.8 FEET S.
 HZ2319'84 DEG E., ON NORTHEAST SIDE OF STATE HIGHWAY 3, IN LINE WITH THE
 HZ2319'TELEPHONE POLES.
 HZ2319'
 HZ2319'OTHER DETAILS OF THE DESCRIPTION APPLY.
 HZ2319'
 HZ2319'STATION MARKER IN GOOD CONDITION.
 HZ2319
 HZ2319                          STATION RECOVERY (1947)
 HZ2319
 HZ2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2319'THE STATION WAS RECOVERED AS DESCRIBED BY R.P.H. IN 1935, AND ALL
 HZ2319'MARK WERE FOUND IN GOOD CONDITION.REFERENCE MARKS AS 3 AND 4
 HZ2319'WERE STAMPED ACCORDINGLY AS SHOWN BELOW. THE STATION MARK WAS STAMPED
 HZ2319'MARYSVILLE 1914 AS SHOWN BELOW. A NEW DESCRIPTION FOLLOWS.
 HZ2319'
 HZ2319'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 3 AND
 HZ2319'ABOUT 0.5 MILE NORTHWEST OF THE MARYSVILLE RAIL ROAD DEPOT. IT
 HZ2319'IS 83 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 3, 37
 HZ2319'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE STATE HIGHWAY
 HZ2319'3, 35.8 FEET NORTH OF THE NORTHWEST CORNER OF THE CLEGGS SERVICE
 HZ2319'STATION, AND 23.8 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST. THE
 HZ2319'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MARYSVILLE 1914.
 HZ2319'
 HZ2319'REFERENCE MARK NO. 3 IS 101.40 FEET NORTH OF THE STATION AND 3 FEET
 HZ2319'WEST OF A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES, AND THE
 HZ2319'DISK IS STAMPED MARYSVILLE NO 3 1914.
 HZ2319'
 HZ2319'REFERENCE MARK NO. 4 IS 86.73 FEET EAST OF THE STATION, 20 FEET NORTH
 HZ2319'OF THE APPROXIMATE CENTERLINE OF THE OLD STATE HIGHWAY 3, AND 1
 HZ2319'FOOT WEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ2319'IS STAMPED MARYSVILLE NO 4 1914.
 HZ2319'
 HZ2319'STATE HIGHWAY COMMISSION OF INDIANA B M CLARK S 23 WAS USED FOR THE
 HZ2319'AZIMUTH MARK. IT IS 1103.01 FEET SOUTH-SOUTHEAST OF TRIANGULATION
 HZ2319'STATION MARYSVILLE. THIS MARK IS LOCATED ACROSS THE HIGHWAY FROM THE
 HZ2319'G.W. DRAKES STORE IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 3
 HZ2319'AND A CROSS ROAD. IT IS 65.5 FEET WEST OF THE APPROXIMATE CENTERLINE
 HZ2319'OF THE HIGHWAY, 65.5 FEET SOUTH OF THE APPROXIMATE
 HZ2319'CENTERLINE OF THE MACADAM ROAD, AND 2.5 FEET NORTHEAST OF A WIRE
 HZ2319'FENCE.  THE MARK IS A STANDARD 8 BY 8 CONCRETE POST AND BRONZE
 HZ2319'DISK, PROJECTING 10 INCHES, AND THE DISK IS STAMPED CLARK S 23.
 HZ2319'
 HZ2319'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2319
 HZ2319                          STATION RECOVERY (1957)
 HZ2319
 HZ2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HZ2319'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARKS 3
 HZ2319'AND 4 WERE FOUND IN GOOD.CLARK S 23 S.H.C.I.  AZIMUTH MARK WAS
 HZ2319'FOUND DESTROYED, THE DISK HAVING BEEN BROKEN FROM THE MARK. THE
 HZ2319'FOLLOWING REFERENCE MEASUREMENTS SHOULD BE ADDED TO THE
 HZ2319'ORIGINAL DESCRIPTION - THE STATION MARK IS 84 FEET EAST OF THE
 HZ2319'CENTERLINE OF STATE HIGHWAY 3, 41 FEET SOUTH OF THE CENTERLINE OF
 HZ2319'A PAVED ROAD, 34 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 HZ2319'BUILDING AND 24 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 HZ2319'THE DISTANCES TO THE REFERENCE MARKS AND THE ANGLE BETWEEN THE TWO
 HZ2319'MARKS AGREED WITH PREVIOUS RECORDS.
 HZ2319
 HZ2319                          STATION RECOVERY (1970)
 HZ2319
 HZ2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2319'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALL OTHER
 HZ2319'MARKS HAVE BEEN DESTROYED.  REFERENCE MARKS 5 AND 6 AND AN
 HZ2319'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 HZ2319'DESCRIPTION FOLLOWS.
 HZ2319'
 HZ2319'THE STATION IS LOCATED AT THE NORTH EDGE OF MARYSVILLE ON THE
 HZ2319'RIGHT-OF-WAY OF STATE HIGHWAY 3.  IT IS ABOUT 4 MILES
 HZ2319'NORTH-NORTHWEST OF NEW MARKET AND 3.5 MILES NORTH-NORTHEAST OF
 HZ2319'OTISCO.
 HZ2319'
 HZ2319'TO REACH THE STATION FROM THE POST OFFICE IN MARYSVILLE, GO
 HZ2319'NORTH ON INDIANA STATE HIGHWAY 3 FOR 0.25 MILE TO A SIDE ROAD ON
 HZ2319'THE RIGHT AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 HZ2319'MARK FROM THE STATION, GO NORTH ON INDIANA STATE HIGHWAY 3 FOR
 HZ2319'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HZ2319'
 HZ2319'THE STATION MARK IS A STANDARD DISK STAMPED MARYSVILLE 1914,
 HZ2319'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 HZ2319'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 83.5
 HZ2319'FEET EAST OF THE CENTER OF INDIANA STATE HIGHWAY 3, 40 FEET
 HZ2319'SOUTHWEST OF THE CENTER OF A PAVED ROAD, AND 35.8 FEET NORTH
 HZ2319'OF THE NORTHWEST CORNER OF A SMALL BUILDING.
 HZ2319'
 HZ2319'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MARYSVILLE 1914 NO
 HZ2319'5 1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HZ2319'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.5 FEET
 HZ2319'WEST OF THE CENTER OF A PAVED ROAD AND 15.8 FEET NORTH-NORTHWEST
 HZ2319'OF A POWER POLE.
 HZ2319'
 HZ2319'REFERENCE MARK 6 IS A STANDARD DISK STAMPED MARYSVILLE NO 6
 HZ2319'1914 1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HZ2319'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 76 FEET
 HZ2319'EAST OF THE CENTER OF INDIANA STATE HIGHWAY 3 AND 32.5 FEET
 HZ2319'NORTH OF THE CENTER OF A PAVED ROAD.
 HZ2319'
 HZ2319'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARYSVILLE 1914
 HZ2319'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 HZ2319'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 46 FEET WEST OF
 HZ2319'THE CENTER OF INDIANA STATE HIGHWAY 3, 2.8 FEET SOUTHEAST OF A
 HZ2319'POWER POLE, AND 2.1 FEET NORTH OF A METAL WITNESS POST WITH A
 HZ2319'SIGN ATTACHED.
 HZ2319'
 HZ2319'HEIGHT OF LIGHT ABOVE STATION MARK 112.2 FEET.
 HZ2319'
 HZ2319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HZ2319'AT THE NORTH EDGE OF MARYSVILLE.
 HZ2319
 HZ2319                          STATION RECOVERY (1974)
 HZ2319
 HZ2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2319'THE STATION MARK AND THE 1970 AZIMUTH MARK WERE FOUND IN GOOD
 HZ2319'CONDITION.  REFERENCE MARKS 3 AND 4 WERE NOT FOUND AND ASSUMED
 HZ2319'DESTROYED.  REFERENCE MARKS 5 AND 6 WERE SET.  A NEW
 HZ2319'DESCRIPTION FOLLOWS.
 HZ2319'
 HZ2319'THE STATION IS 84 FEET NORTHEAST OF THE CENTERLINE OF STATE
 HZ2319'HIGHWAY 3, 73 FEET NORTHWEST OF A 14-INCH ELM TREE, 34 FEET
 HZ2319'SOUTH OF A PAVED ROAD, 23 FEET SOUTHWEST OF A CONCRETE RIGHT OF
 HZ2319'WAY MARKER AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE
 HZ2319'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MARYSVILLE
 HZ2319'1914.  (1A 7A).
 HZ2319'
 HZ2319'TO REACH THE STATION FROM THE RAIL ROAD CROSSING AND MARYSVILLE
 HZ2319'RD. IN MARYSVILLE, GO NORTHWESTERLY ON MARYSVILLE RD. FOR 0.35
 HZ2319'MILE TO STATE HIGHWAY 3 AND THE STATION AS DESCRIBED.  (TO
 HZ2319'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 HZ2319'ON HIGHWAY 3 FOR 0.35 MILE AND THE MARK ON THE LEFT.)
 HZ2319'
 HZ2319'REFERENCE MARK 5 IS 107 FEET NORTHEAST OF THE CENTERLINE OF
 HZ2319'HIGHWAY 3, 78 FEET NORTH OF THE ELM TREE, 14 FEET SOUTHWEST
 HZ2319'OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT WEST OF THE CONCRETE
 HZ2319'RIGHT OF WAY MARKER.  THE MONUMENT IS A PRE-CAST 3 FOOT
 HZ2319'ALUMINUM TYPE WITH A SCREW ON DISK.  THE DISK IS STAMPED
 HZ2319'MARYSVILLE 1914 NO 5 1974.
 HZ2319'
 HZ2319'REFERENCE MARK 6 IS 88 FEET NORTHWEST OF THE ELM TREE, 57 FEET
 HZ2319'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 40 FEET NORTHEAST
 HZ2319'OF THE CENTERLINE OF HIGHWAY 3, 7 FEET SOUTH OF THE CENTERLINE
 HZ2319'OF A DRIVEWAY, 1 FOOT WEST OF THE CONCRETE RIGHT OF WAY MARKER
 HZ2319'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS
 HZ2319'A PRE-CAST 3 FOOT ALUMINUM TYPE WITH A SCREW ON DISK.  THE DISK
 HZ2319'IS STAMPED MARYSVILLE 1914 NO 6 1974.
 HZ2319'
 HZ2319'THE AZIMUTH MARK IS 46 FEET SOUTHWEST OF THE CENTERLINE OF
 HZ2319'HIGHWAY 3, 3 FEET SOUTHEAST OF A POWER LINE POLE AND 2 FEET
 HZ2319'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HZ2319'AND THE DISK IS STAMPED MARYSVILLE 1914 1970.
 HZ2319'
 HZ2319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HZ2319'NORTH EDGE OF MARYSVILLE.
 HZ2319
 HZ2319                          STATION RECOVERY (1974)
 HZ2319
 HZ2319'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (KM)
 HZ2319'MARYSVILLE 1914 GOOD
 HZ2319'
 HZ2319'MARYSVILLE 1914 1970 (AZIM) GOOD HAS WITNESS POST
 HZ2319'
 HZ2319'MARYSVILLE NO 3 1914 DESTROYED - LYING ON ITS SIDE
 HZ2319'
 HZ2319'MARYSVILLE NO 4 1914 COULD NOT FIND
 HZ2319
 HZ2319                          STATION RECOVERY (1975)
 HZ2319
 HZ2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HZ2319'THE STATION MARK, REFERENCE MARKS 5, 6 AND THE AZIMUTH MARK
 HZ2319'WERE FOUND AS DESCRIBED IN 1970.  THE STATION WAS VISITED IN
 HZ2319'1974 AND THE 1970 DESCRIPTION WAS NOT AVAILABLE AT THE TIME, TWO
 HZ2319'REFERENCE MARKS WERE SET IN 1974 AND STAMPED NO 5 AND 6, HOWEVER
 HZ2319'IN 1970 THERE WAS REFERENCE MARKS 5 AND 6 SET ALSO.  AS OF THIS
 HZ2319'TIME THERE ARE 3 REFERENCE MARKS FOR THIS STATION.  THE STAMPING
 HZ2319'ON REFERENCE MARK 6 SET IN 1974 WAS CHANGED TO READ MARYVILLE
 HZ2319'1914 NO 7 1974.  IT IS 88 FEET NORTHWEST OF A 14 INCH ELM
 HZ2319'TREE, 40 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 3,
 HZ2319'57 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 7 FEET
 HZ2319'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTHEAST OF A
 HZ2319'METAL WITNESS POST.  THE MONUMENT IS A 3 FOOT PRE-CAST ALUMINUM
 HZ2319'TYPE AND THE DISK IS STAMPED MARYSVILLE 1914 NO 7 1974.
 HZ2319'
 HZ2319'THE MARYSVILLE WATER TANK OBSERVED IN 1974 WAS NOT VISIBLE AT
 HZ2319'THIS TIME AS THERE WERE HEAVY LEAVES ON A TREE IN LINE.
 HZ2319'
 HZ2319'THE 1970 DESCRIPTION AND TO REACH IS ADEQUATE WITH THE EXCEPTION
 HZ2319'OF THE ABOVE REFERENCE MARK.
 HZ2319'
 HZ2319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HZ2319'AT THE NORTH EDGE OF MARYSVILLE.
 HZ2319
 HZ2319                          STATION RECOVERY (1988)
 HZ2319
 HZ2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HZ2319'THE STATION IS LOCATED IN MARYSVILLE ON PRIVATE PROPERTY.
 HZ2319'OWNERSHIP--MR. RICHARD SMITH, 10306 MARYSVILLE ROAD, MARYSVILLE, IN
 HZ2319'47141, PHONE 812-293-3815.
 HZ2319'TO REACH THE STATION FROM THE POST OFFICE IN MARYSVILLE, GO NORTH ON
 HZ2319'STATE HIGHWAY 3 FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT AND THE
 HZ2319'STATION ON THE RIGHT IN GRASSY AREA.
 HZ2319'THE STATION IS A STANDARD TRIANGULATION STATION DISK
 HZ2319'STAMPED---MARYSVILLE 1914---, SET IN THE TOP OF 14-INCH SQUARE
 HZ2319'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 HZ2319'LOCATED 25.5 M (83.7 FT) EAST FROM CENTER OF STATE HIGHWAY 3, 12.2 M
 HZ2319'(40.0 FT) SOUTHWEST FROM CENTER OF PAVED ROAD AND 0.3 M (1.0 FT)
 HZ2319'NORTHWEST FROM A METAL WITNESS POST.
 HZ2319'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ2319'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2320 ***********************************************************************
 HZ2320  DESIGNATION -  MARYSVILLE MUN TANK
 HZ2320  PID         -  HZ2320
 HZ2320  STATE/COUNTY-  IN/CLARK
 HZ2320  COUNTRY     -  US
 HZ2320  USGS QUAD   -  OTISCO (2019)
 HZ2320
 HZ2320                         *CURRENT SURVEY CONTROL
 HZ2320  ______________________________________________________________________
 HZ2320* NAD 83(1997) POSITION- 38 35 13.01119(N) 085 38 41.10764(W)   ADJUSTED
 HZ2320  ______________________________________________________________________
 HZ2320  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 HZ2320  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 HZ2320  HORZ ORDER      -  THIRD
 HZ2320
 HZ2320.The horizontal coordinates were established by classical geodetic methods
 HZ2320.and adjusted by the National Geodetic Survey in May 1999.
 HZ2320
 HZ2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2320.GEOID18 height accuracy estimate available here.
 HZ2320
 HZ2320.Click photographs - Photos may exist for this station.
 HZ2320
 HZ2320.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2320
 HZ2320. The following values were computed from the NAD 83(1997) position.
 HZ2320
 HZ2320;                    North         East     Units Scale Factor Converg.
 HZ2320;SPC IN E     -   370,644.458   101,909.302   MT  0.99996671   +0 00 49.2
 HZ2320;SPC IN E     - 1,216,022.69    334,347.43   sFT  0.99996671   +0 00 49.2
 HZ2320;UTM  16      - 4,271,812.096   618,035.005   MT  0.99977157   +0 50 43.3
 HZ2320
 HZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1803571812(NAD 83)
 HZ2320
 HZ2320                          SUPERSEDED SURVEY CONTROL
 HZ2320
 HZ2320  NAD 83(1995)-  38 35 13.01255(N)    085 38 41.10649(W) AD(       ) 3
 HZ2320  NAD 83(1993)-  38 35 13.01238(N)    085 38 41.10625(W) AD(       ) 3
 HZ2320  NAD 83(1986)-  38 35 13.01424(N)    085 38 41.11249(W) AD(       ) 3
 HZ2320  NAD 27      -  38 35 12.79578(N)    085 38 41.24492(W) AD(       ) 3
 HZ2320
 HZ2320.Superseded values are not recommended for survey control.
 HZ2320
 HZ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2320.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2320
 HZ2320_MARKER: 53 = ELEVATED TANK
 HZ2320
 HZ2320  HISTORY     - Date     Condition        Report By
 HZ2320  HISTORY     - 1970     FIRST OBSERVED   NGS
 HZ2320
 HZ2320                          STATION DESCRIPTION
 HZ2320
 HZ2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2320'THE STATION IS THE FINIAL KNOB ATOP THE MARYSVILLE, MUNICIPAL
 HZ2320'WATER TANK THAT IS LOCATED ABOUT 0.1 MILE EAST OF STATE HIGHWAY
 HZ2320'3 IN THE SMALL VILLAGE OF MARYSVILLE.  THE TANK IS SPHERICAL IN
 HZ2320'SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED
 HZ2320'LIGHT BLUE IN COLOR.  IT IS 120 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2079 ***********************************************************************
 LA2079  DESIGNATION -  MATRE
 LA2079  PID         -  LA2079
 LA2079  STATE/COUNTY-  IN/DELAWARE
 LA2079  COUNTRY     -  US
 LA2079  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2079
 LA2079                         *CURRENT SURVEY CONTROL
 LA2079  ______________________________________________________________________
 LA2079* NAD 83(1997) POSITION- 40 05 28.59564(N) 085 27 41.66027(W)   ADJUSTED
 LA2079* NAVD 88 ORTHO HEIGHT -   301.1   (meters)      988.    (feet) VERTCON3
 LA2079  ______________________________________________________________________
 LA2079  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LA2079  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LA2079  HORZ ORDER      -  FIRST
 LA2079
 LA2079.The horizontal coordinates were established by classical geodetic methods
 LA2079.and adjusted by the National Geodetic Survey in May 1999.
 LA2079
 LA2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2079
 LA2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2079.GEOID18 height accuracy estimate available here.
 LA2079
 LA2079.Click photographs - Photos may exist for this station.
 LA2079
 LA2079.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2079
 LA2079. The following values were computed from the NAD 83(1997) position.
 LA2079
 LA2079;                    North         East     Units Scale Factor Converg.
 LA2079;SPC IN E     -   537,672.399   117,489.881   MT  0.99997043   +0 07 55.5
 LA2079;SPC IN E     - 1,764,013.53    385,464.72   sFT  0.99997043   +0 07 55.5
 LA2079;UTM  16      - 4,439,022.154   631,147.431   MT  0.99981173   +0 59 27.2
 LA2079
 LA2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2079!SPC IN E     -   0.99995808  x   0.99997043  =   0.99992852
 LA2079!UTM  16      -   0.99995808  x   0.99981173  =   0.99976982
 LA2079
 LA2079:                Primary Azimuth Mark                     Grid Az
 LA2079:SPC IN E     -  MATRE AZ MK                              183 02 18.4
 LA2079:UTM  16      -  MATRE AZ MK                              182 10 46.7
 LA2079
 LA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3114739022(NAD 83)
 LA2079
 LA2079|---------------------------------------------------------------------|
 LA2079| PID    Reference Object                     Distance      Geod. Az  |
 LA2079|                                                           dddmmss.s |
 LA2079| LA2081 MATRE 2                              26.889 METERS 02651     |
 LA2079| CC8891 MATRE RM 1                           28.907 METERS 17221     |
 LA2079| CC8890 MATRE AZ MK                                        1831013.9 |
 LA2079| CC8892 MATRE RM 2                           32.766 METERS 27817     |
 LA2079|---------------------------------------------------------------------|
 LA2079
 LA2079                          SUPERSEDED SURVEY CONTROL
 LA2079
 LA2079  NAD 83(1995)-  40 05 28.59709(N)    085 27 41.67087(W) AD(       ) 1
 LA2079  NAD 83(1986)-  40 05 28.59745(N)    085 27 41.67455(W) AD(       ) 1
 LA2079  NAD 27      -  40 05 28.42600(N)    085 27 41.77400(W) AD(       ) 1
 LA2079  NGVD 29 (07/19/86)  301.2    (m)          988.     (f) VERT ANG       
 LA2079
 LA2079.Superseded values are not recommended for survey control.
 LA2079
 LA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2079.See file dsdata.pdf to determine how the superseded data were derived.
 LA2079
 LA2079_MARKER: DS = TRIANGULATION STATION DISK
 LA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2079_STAMPING: MATRE 1939
 LA2079_MARK LOGO: CGS
 LA2079_PROJECTION: RECESSED 36 CENTIMETERS
 LA2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2079+STABILITY: SURFACE MOTION
 LA2079
 LA2079  HISTORY     - Date     Condition        Report By
 LA2079  HISTORY     - 1939     MONUMENTED       CGS
 LA2079  HISTORY     - 1948     GOOD             CGS
 LA2079  HISTORY     - 1970     GOOD             NGS
 LA2079
 LA2079                          STATION DESCRIPTION
 LA2079
 LA2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2079'ABOUT 12 MILES BY ROAD SOUTHWEST OF MUNCIE, 11.5 MILES NORTHWEST OF
 LA2079'MT. SUMMIT, ON PROPERTY OWNED AND OCCUPIED BY MR. VAN MATRE.
 LA2079'
 LA2079'IT IS IN THE NORTHEAST CORNER OF A PASTURE EAST OF THE HOUSE, IN THE
 LA2079'SOUTHWEST ANGLE OF THE INTERSECTION OF AN EAST-WEST ROAD AND A T-ROAD
 LA2079'SOUTH, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 31 FEET
 LA2079'WEST OF CENTER LINE OF T-ROAD SOUTH, 20 FEET SOUTHWEST OF IRON
 LA2079'CORNER-POST IN FENCE, AND ABOUT 125 FEET SOUTHWEST OF SOUTHWEST CORNER
 LA2079'OF OLD RED-BRICK SCHOOL BUILDING.  SURFACE MARK IS 10 INCHES
 LA2079'UNDERGROUND.
 LA2079'
 LA2079'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 3
 LA2079'IN MT.  SUMMIT, GO NORTH ON STATE HIGHWAY 3 FOR 6.2 MILES TO A GRAVEL
 LA2079'CROSS ROAD, TURN LEFT AND GO 4.9 MILES TO A GRAVEL T-ROAD LEFT, AND
 LA2079'STATION IN SOUTHWEST CORNER.
 LA2079'
 LA2079'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2079'DISKS SET IN CONCRETE.
 LA2079'
 LA2079'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1.5 FEET WEST OF PASTURE
 LA2079'FENCE, 15 FEET WEST OF CENTER LINE OF T-ROAD, SOUTH, AND PROJECTS 6
 LA2079'INCHES ABOVE GROUND.
 LA2079'
 LA2079'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF WIRE
 LA2079'FENCE, 15 FEET SOUTH OF CENTER LINE OF ROAD, AND PROJECTS 4 INCHES
 LA2079'ABOVE GROUND.
 LA2079'
 LA2079'AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION, 15 FEET NORTH OF THE
 LA2079'DRIVEWAY TO RESIDENCE OF EARL H. BYRD, 1 FOOT SOUTH OF A WIRE FENCE,
 LA2079'ABOUT 200 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 140 FEET EAST
 LA2079'OF THE MOST EASTERLY TREE IN FRONT OF THE HOUSE.
 LA2079'
 LA2079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL T-ROAD
 LA2079'FOR 0.7 MILE TO DRIVEWAY ON RIGHT AND MARK, AS ABOVE.
 LA2079'
 LA2079'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2079
 LA2079                          STATION RECOVERY (1948)
 LA2079
 LA2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2079'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE OLD RED BRICK SCHOOL
 LA2079'BUILDING IS NOW GONE.
 LA2079
 LA2079                          STATION RECOVERY (1970)
 LA2079
 LA2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2079'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LA2079'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE
 LA2079'TO REFERENCE MARK 1.  DUE TO A POWERLINE NEAR THE STATION MATRE 2 WAS
 LA2079'ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LA2079'
 LA2079'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MUNCIE AND 8 MILES
 LA2079'NORTHWEST OF MOUNT SUMMIT.  IT IS IN THE FRONT LAWN OF MR. VIRGIL B.
 LA2079'RAMMER WHO IS ALSO THE PROPERTY OWNER.
 LA2079'
 LA2079'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LA2079'HIGHWAYS 67 AND 3, AT THE SOUTH EDGE OF MUNCIE, GO SOUTH AND SOUTHWEST
 LA2079'ON STATE HIGHWAY 67 FOR 4.45 MILES TO A FORK, TAKE THE LEFT FORK AND
 LA2079'GO SOUTH ON 300 W ROAD FOR 2.95 MILES TO AN OFF-SET CROSSROAD, TURN
 LA2079'RIGHT AND GO WEST ON 700 S ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND
 LA2079'THE STATION IN THE SOUTHWEST ANGLE OF INTERSECTION.
 LA2079'
 LA2079'THE STATION MARK IS A STANDARD DISK STAMPED MATRE 1939, SET IN THE TOP
 LA2079'OF A SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES UNDERGROUND.  IT IS
 LA2079'96 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. RAMMERS HOUSE, 36.4
 LA2079'FEET NORTH-NORTHWEST OF POWERLINE POLE NUMBER E12-1, 29.8 FEET WEST OF
 LA2079'THE CENTER OF 400 W ROAD AND 29.8 FEET SOUTH OF THE CENTER OF 700 S
 LA2079'ROAD.
 LA2079'
 LA2079'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MATRE NO 1 1939, SET IN
 LA2079'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 LA2079'87 FEET EAST OF THE NORTHEAST CORNER OF HOUSE, 20 FEET SOUTH OF THE
 LA2079'CENTER OF DRIVEWAY LEADING TO GARAGE AND 17 FEET WEST OF THE CENTER OF
 LA2079'400 W ROAD.
 LA2079'
 LA2079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MATRE NO 2 1939, SET IN
 LA2079'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 LA2079'16 FEET SOUTH OF 700 S ROAD, 92.2 FEET NORTHEAST OF THE NORTHWEST
 LA2079'CORNER OF HOUSE AND 89.3 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 LA2079'HOUSE.
 LA2079'
 LA2079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MATRE AZI 1939, SET IN THE
 LA2079'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 56
 LA2079'FEET EAST OF POWERLINE POLE NUMBER TE 10465, 16 FEET NORTH OF THE
 LA2079'CENTER OF DRIVEWAY AND 0.6 FOOT SOUTH OF A WIRE FENCE.
 LA2079'
 LA2079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 400 W ROAD FOR
 LA2079'0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST ON THE
 LA2079'GRAVELED DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 LA2079'
 LA2079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST OF
 LA2079'MUNCIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2081 ***********************************************************************
 LA2081  DESIGNATION -  MATRE 2
 LA2081  PID         -  LA2081
 LA2081  STATE/COUNTY-  IN/DELAWARE
 LA2081  COUNTRY     -  US
 LA2081  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2081
 LA2081                         *CURRENT SURVEY CONTROL
 LA2081  ______________________________________________________________________
 LA2081* NAD 83(1997) POSITION- 40 05 29.37346(N) 085 27 41.14768(W)   ADJUSTED
 LA2081* NAVD 88 ORTHO HEIGHT -   300.9   (meters)      987.    (feet) VERTCON3
 LA2081  ______________________________________________________________________
 LA2081  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LA2081  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LA2081  HORZ ORDER      -  FIRST
 LA2081
 LA2081.The horizontal coordinates were established by classical geodetic methods
 LA2081.and adjusted by the National Geodetic Survey in May 1999.
 LA2081
 LA2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2081
 LA2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2081.GEOID18 height accuracy estimate available here.
 LA2081
 LA2081.Click photographs - Photos may exist for this station.
 LA2081
 LA2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2081
 LA2081. The following values were computed from the NAD 83(1997) position.
 LA2081
 LA2081;                    North         East     Units Scale Factor Converg.
 LA2081;SPC IN E     -   537,696.416   117,501.968   MT  0.99997044   +0 07 55.8
 LA2081;SPC IN E     - 1,764,092.32    385,504.37   sFT  0.99997044   +0 07 55.8
 LA2081;UTM  16      - 4,439,046.347   631,159.154   MT  0.99981177   +0 59 27.6
 LA2081
 LA2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2081!SPC IN E     -   0.99995812  x   0.99997044  =   0.99992856
 LA2081!UTM  16      -   0.99995812  x   0.99981177  =   0.99976989
 LA2081
 LA2081:                Primary Azimuth Mark                     Grid Az
 LA2081:SPC IN E     -  MATRE AZ MK                              183 36 11.0
 LA2081:UTM  16      -  MATRE AZ MK                              182 44 39.2
 LA2081
 LA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3115939046(NAD 83)
 LA2081
 LA2081|---------------------------------------------------------------------|
 LA2081| PID    Reference Object                     Distance      Geod. Az  |
 LA2081|                                                           dddmmss.s |
 LA2081| LA2083 MATRE 2 RM A                         29.023 METERS 10259     |
 LA2081| CC8890 MATRE AZ MK                                        1834406.8 |
 LA2081| LA2079 MATRE                                26.889 METERS 20651     |
 LA2081| CC8892 MATRE RM 2                           48.561 METERS 24636     |
 LA2081|---------------------------------------------------------------------|
 LA2081
 LA2081                          SUPERSEDED SURVEY CONTROL
 LA2081
 LA2081  NAD 83(1995)-  40 05 29.37491(N)    085 27 41.15828(W) AD(       ) 1
 LA2081  NAD 83(1986)-  40 05 29.37527(N)    085 27 41.16196(W) AD(       ) 1
 LA2081  NAD 27      -  40 05 29.20394(N)    085 27 41.26156(W) AD(       ) 1
 LA2081  NGVD 29 (07/19/86)  301.0    (m)          988.     (f) VERT ANG       
 LA2081
 LA2081.Superseded values are not recommended for survey control.
 LA2081
 LA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2081.See file dsdata.pdf to determine how the superseded data were derived.
 LA2081
 LA2081_MARKER: DS = TRIANGULATION STATION DISK
 LA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2081_STAMPING: MATRE 2 1970
 LA2081_MARK LOGO: CGS
 LA2081_PROJECTION: RECESSED 36 CENTIMETERS
 LA2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2081+STABILITY: SURFACE MOTION
 LA2081
 LA2081  HISTORY     - Date     Condition        Report By
 LA2081  HISTORY     - 1970     MONUMENTED       NGS
 LA2081
 LA2081                          STATION DESCRIPTION
 LA2081
 LA2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2081'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MUNCIE AND 8
 LA2081'MILES NORTHWEST OF MOUNT SUMMIT.  IT IS IN THE SOUTHWEST CORNER
 LA2081'OF A CULTIVATED FIELD.  THE PROPERTY IS OWNED BY MRS. ALFRED
 LA2081'KREGER WHO LIVES ABOUT 0.4 MILE EAST-NORTHEAST OF THE
 LA2081'STATION.  HER TELEPHONE NUMBER IS 759-5779.
 LA2081'
 LA2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35 AND
 LA2081'STATE HIGHWAYS 67 AND 3, AT THE SOUTH EDGE OF MUNCIE, GO SOUTH
 LA2081'AND SOUTHWEST ON STATE HIGHWAY 67 FOR 4.45 MILES TO A FORK,
 LA2081'TAKE THE LEFT FORK AND GO SOUTH ON 300 W ROAD FOR 2.95 MILES TO
 LA2081'AN OFF-SET CROSSROAD, TURN RIGHT AND GO WEST ON 700 S ROAD FOR
 LA2081'1.0 MILE TO A SIDE ROAD LEFT AND THE STATION ON THE RIGHT.
 LA2081'
 LA2081'THE STATION MARK IS A STANDARD DISK STAMPED MATRE 2 1970, SET
 LA2081'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LA2081'14 INCHES UNDERGROUND.  IT IS 51 FEET NORTH OF THE JUNCTION OF
 LA2081'ROADS 700 S AND 400 W, 42 FEET NORTHEAST OF TELEPHONE POLE
 LA2081'NUMBER 5 AND 11 FEET EAST OF A WIRE FENCE.
 LA2081'
 LA2081'MATRE 1939 IS A STANDARD DISK STAMPED MATRE 1939, SET IN THE
 LA2081'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES
 LA2081'UNDERGROUND.  IT IS 96 FEET NORTHEAST OF THE NORTHEAST CORNER
 LA2081'OF A BRICK HOUSE, 36.4 FEET NORTH-NORTHWEST OF POWERLINE POLE
 LA2081'NUMBER E12-1, 29.8 FEET WEST OF THE CENTER OF 400 W ROAD AND
 LA2081'29.8 FEET SOUTH OF THE CENTER OF 700 S ROAD.
 LA2081'
 LA2081'MATRE 2 RM A IS A STANDARD DISK STAMPED MATRE 2 RM A 1970, SET
 LA2081'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LA2081'14 INCHES UNDERGROUND.  IT IS 39 FEET EAST OF AN IRON POST
 LA2081'PROJECTING 5 FEET, 29 FEET NORTH OF THE CENTER OF 700 S ROAD
 LA2081'AND 24 FEET NORTHWEST OF A TELEPHONE POLE.
 LA2081'
 LA2081'MATRE 1939 REFERENCE MARK 2 IS A STANDARD DISK STAMPED MATRE
 LA2081'NO 2 1939, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 LA2081'PROJECTS 2 INCHES.  IT IS 92.2 FEET NORTHEAST OF THE NORTHWEST
 LA2081'CORNER OF THE BRICK HOUSE, 89.3 FEET NORTHWEST OF THE NORTHEAST
 LA2081'CORNER AND 16 FEET SOUTH OF THE CENTER OF 700 S ROAD.
 LA2081'
 LA2081'MATRE 1939 AZIMUTH MARK IS A STANDARD DISK STAMPED MATRE AZI
 LA2081'1939, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 LA2081'PROJECTS 5 INCHES.  IT IS 56 FEET EAST OF POWERLINE POLE NUMBER
 LA2081'TE 10465, 16 FEET NORTH OF THE CENTER OF GRAVELED DRIVEWAY AND
 LA2081'0.6 FOOT SOUTH OF A WIRE FENCE.
 LA2081'
 LA2081'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 400 W
 LA2081'ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 LA2081'WEST ON THE GRAVELED DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE
 LA2081'RIGHT.
 LA2081'
 LA2081'NOTE--MATRE 2 WAS ESTABLISHED DUE TO MATRE 1939 BEING TOO
 LA2081'CLOSE TO A POWERLINE.
 LA2081'
 LA2081'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2083 ***********************************************************************
 LA2083  DESIGNATION -  MATRE 2 RM A
 LA2083  PID         -  LA2083
 LA2083  STATE/COUNTY-  IN/DELAWARE
 LA2083  COUNTRY     -  US
 LA2083  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2083
 LA2083                         *CURRENT SURVEY CONTROL
 LA2083  ______________________________________________________________________
 LA2083* NAD 83(1997) POSITION- 40 05 29.16205(N) 085 27 39.95383(W)   ADJUSTED
 LA2083* NAVD 88 ORTHO HEIGHT -   301.0   (meters)      988.    (feet) VERTCON3
 LA2083  ______________________________________________________________________
 LA2083  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 LA2083  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LA2083  HORZ ORDER      -  FIRST
 LA2083
 LA2083.The horizontal coordinates were established by classical geodetic methods
 LA2083.and adjusted by the National Geodetic Survey in May 1999.
 LA2083
 LA2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2083
 LA2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2083.GEOID18 height accuracy estimate available here.
 LA2083
 LA2083.Click photographs - Photos may exist for this station.
 LA2083
 LA2083.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2083
 LA2083. The following values were computed from the NAD 83(1997) position.
 LA2083
 LA2083;                    North         East     Units Scale Factor Converg.
 LA2083;SPC IN E     -   537,689.961   117,530.263   MT  0.99997045   +0 07 56.6
 LA2083;SPC IN E     - 1,764,071.15    385,597.20   sFT  0.99997045   +0 07 56.6
 LA2083;UTM  16      - 4,439,040.317   631,187.539   MT  0.99981186   +0 59 28.3
 LA2083
 LA2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2083!SPC IN E     -   0.99995810  x   0.99997045  =   0.99992855
 LA2083!UTM  16      -   0.99995810  x   0.99981186  =   0.99976997
 LA2083
 LA2083:                Primary Azimuth Mark                     Grid Az
 LA2083:SPC IN E     -  MUNCIE TV STATION WLBC MAST              042 23 04.6
 LA2083:UTM  16      -  MUNCIE TV STATION WLBC MAST              041 31 32.9
 LA2083
 LA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3118739040(NAD 83)
 LA2083
 LA2083|---------------------------------------------------------------------|
 LA2083| PID    Reference Object                     Distance      Geod. Az  |
 LA2083|                                                           dddmmss.s |
 LA2083| LA2089 MUNCIE TV STATION WLBC MAST         APPROX.10.4 KM 0423101.2 |
 LA2083| LA2081 MATRE 2                              29.023 METERS 28259     |
 LA2083|---------------------------------------------------------------------|
 LA2083
 LA2083                          SUPERSEDED SURVEY CONTROL
 LA2083
 LA2083  NAD 83(1995)-  40 05 29.16350(N)    085 27 39.96443(W) AD(       ) 1
 LA2083  NAD 83(1986)-  40 05 29.16386(N)    085 27 39.96814(W) AD(       ) 1
 LA2083  NAD 27      -  40 05 28.99258(N)    085 27 40.06775(W) AD(       ) 1
 LA2083  NGVD 29 (07/19/86)  301.1    (m)          988.     (f) VERT ANG       
 LA2083
 LA2083.Superseded values are not recommended for survey control.
 LA2083
 LA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2083.See file dsdata.pdf to determine how the superseded data were derived.
 LA2083
 LA2083_MARKER: DS = TRIANGULATION STATION DISK
 LA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2083_STAMPING: MATRE 2 RM A 1970
 LA2083_MARK LOGO: CGS
 LA2083_PROJECTION: RECESSED 36 CENTIMETERS
 LA2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2083+STABILITY: SURFACE MOTION
 LA2083
 LA2083  HISTORY     - Date     Condition        Report By
 LA2083  HISTORY     - 1970     MONUMENTED       NGS
 LA2083
 LA2083                          STATION DESCRIPTION
 LA2083
 LA2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2083'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MUNCIE AND 8
 LA2083'MILES NORTHWEST OF MOUNT SUMMIT.  IT IS IN THE SOUTHWEST CORNER
 LA2083'OF A CULTIVATED FIELD.  THE PROPERTY IS OWNED BY MRS. ALFRED
 LA2083'KREGER WHO LIVES ABOUT 0.4 MILE EAST-NORTHEAST OF THE
 LA2083'STATION.  HER TELEPHONE NUMBER IS 759-5779.
 LA2083'
 LA2083'THE STATION MARK IS A STANDARD DISK STAMPED MATRE 2 RM A 1970,
 LA2083'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 LA2083'WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 39 FEET
 LA2083'EAST OF AN IRON POST PROJECTING 5 FEET, 29 FEET NORTH OF THE
 LA2083'CENTER OF 700 S ROAD AND 24 FEET NORTHWEST OF A TELEPHONE
 LA2083'POLE.
 LA2083'
 LA2083'NOTE--THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1523 ***********************************************************************
 MD1523  DESIGNATION -  MATSON
 MD1523  PID         -  MD1523
 MD1523  STATE/COUNTY-  IN/DE KALB
 MD1523  COUNTRY     -  US
 MD1523  USGS QUAD   -  WATERLOO (2019)
 MD1523
 MD1523                         *CURRENT SURVEY CONTROL
 MD1523  ______________________________________________________________________
 MD1523* NAD 83(1997) POSITION- 41 26 44.50462(N) 085 00 18.30457(W)   ADJUSTED
 MD1523* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 MD1523  ______________________________________________________________________
 MD1523  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 MD1523  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 MD1523  HORZ ORDER      -  SECOND
 MD1523
 MD1523.The horizontal coordinates were established by classical geodetic methods
 MD1523.and adjusted by the National Geodetic Survey in May 1999.
 MD1523
 MD1523.The orthometric height was scaled from a topographic map.
 MD1523
 MD1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1523.GEOID18 height accuracy estimate available here.
 MD1523
 MD1523.Click photographs - Photos may exist for this station.
 MD1523
 MD1523.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1523
 MD1523. The following values were computed from the NAD 83(1997) position.
 MD1523
 MD1523;                    North         East     Units Scale Factor Converg.
 MD1523;SPC IN E     -   688,265.991   155,284.000   MT  1.00000426   +0 26 16.5
 MD1523;SPC IN E     - 2,258,086.01    509,460.92   sFT  1.00000426   +0 26 16.5
 MD1523;UTM  16      - 4,590,156.118   666,644.414   MT  0.99994176   +1 19 14.7
 MD1523
 MD1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1523!SPC IN E     -   0.99996085  x   1.00000426  =   0.99996511
 MD1523!UTM  16      -   0.99996085  x   0.99994176  =   0.99990261
 MD1523
 MD1523:                Primary Azimuth Mark                     Grid Az
 MD1523:SPC IN E     -  MATSON AZ MK                             002 06 07.6
 MD1523:UTM  16      -  MATSON AZ MK                             001 13 09.4
 MD1523
 MD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6664490156(NAD 83)
 MD1523
 MD1523|---------------------------------------------------------------------|
 MD1523| PID    Reference Object                     Distance      Geod. Az  |
 MD1523|                                                           dddmmss.s |
 MD1523| CC8893 MATSON AZ MK                                       0023224.1 |
 MD1523| CC8894 MATSON RM 1                          58.884 METERS 02129     |
 MD1523| CC8896 MATSON RM 3                          20.111 METERS 10607     |
 MD1523| MD1531 AUBURN BORG WARNER MFG TANK         APPROX.10.7 KM 2031637.4 |
 MD1523| MD1530 AUBURN MUNICIPAL TANK               APPROX.10.3 KM 2092059.7 |
 MD1523| MD1520 WATERLOO MUNICIPAL STANDPIPE        APPROX. 1.9 KM 2161213.3 |
 MD1523| CC8895 MATSON RM 2                          68.190 METERS 21913     |
 MD1523| MD1537 GARRETT MUNICIPAL TANK              APPROX.14.9 KM 2254129.6 |
 MD1523|---------------------------------------------------------------------|
 MD1523
 MD1523                          SUPERSEDED SURVEY CONTROL
 MD1523
 MD1523  NAD 83(1995)-  41 26 44.50490(N)    085 00 18.30632(W) AD(       ) 2
 MD1523  NAD 83(1986)-  41 26 44.50534(N)    085 00 18.31832(W) AD(       ) 2
 MD1523  NAD 27      -  41 26 44.32460(N)    085 00 18.44190(W) AD(       ) 2
 MD1523
 MD1523.Superseded values are not recommended for survey control.
 MD1523
 MD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1523.See file dsdata.pdf to determine how the superseded data were derived.
 MD1523
 MD1523_MARKER: DS = TRIANGULATION STATION DISK
 MD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1523_STAMPING: MATSON 1946
 MD1523_MARK LOGO: CGS
 MD1523_PROJECTION: FLUSH
 MD1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1523+STABILITY: SURFACE MOTION
 MD1523
 MD1523  HISTORY     - Date     Condition        Report By
 MD1523  HISTORY     - 1946     MONUMENTED       CGS
 MD1523  HISTORY     - 1963     GOOD             CGS
 MD1523
 MD1523                          STATION DESCRIPTION
 MD1523
 MD1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1523'THE STATION IS LOCATED ALONG U.S. HIGHWAY NO. 27 AT THE JUNCTION WITH
 MD1523'INDIANA HIGHWAY NO. 427 ABOUT 1 MILE NORTHEAST FROM WATERLOO.  IT IS
 MD1523'98 FEET EAST OF THE INTERSECTION OF THE TWO HIGHWAYS, 38 FEET
 MD1523'FOUTHEAST OF INDIANA HIGHWAY NO. 427 AND 8 FEET SOUTHWEST OF A WHITE
 MD1523'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1523'STAMPED MATSON 1946.
 MD1523'
 MD1523'REFERENCE MARK NO. 1 IS 192.74 FEET NORTHEAST OF THE STATION, 78 FEET
 MD1523'EAST OF THE CENTERLINE OF U.S.  HIGHWAY NO. 27, 61 FEET NORTHWEST OF
 MD1523'THE CENTERLINE OF INDIANA HIGHWAY NO. 427 AND 2 FEET SOUTH OF POWER
 MD1523'LINE POST NO. 464731.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK
 MD1523'IS STAMPED MATSON NO 1 1946.
 MD1523'
 MD1523'REFERENCE MARK NO. 2 IS 223.72 FEET SOUTHWEST OF THE STATION AND 26
 MD1523'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 27.  THE MARK
 MD1523'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED MATSON NO 2 1946.
 MD1523'
 MD1523'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 37 FEET EAST OF THE
 MD1523'CENTERLINE OF U.S. HIGHWAY NO. 27, 5 FEET SOUTHWEST OF A CONCRETE
 MD1523'HIGHWAY RIGHT OF WAY POST, 3 FEET EAST OF A WHITE WITNESS POST AND 3
 MD1523'FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 8
 MD1523'INCHES AND THE DISK IS STAMPED MATSON 1946.
 MD1523'
 MD1523'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY NO. 6 AND US
 MD1523'HIGHWAY NO 27 IN WATERLOO, GO NORTH ON US HIGHWAY NO. 27 FOR 1.15
 MD1523'MILES TO THE JUNCTION OF INDIANA HIGHWAY NO. 427 AND THE STATION ON
 MD1523'THE RIGHT.  CONTINUE NORTH FOR 0.3 MI.  ON US HIGHWAY NO. 27 TO THE
 MD1523'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1523'
 MD1523'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 MD1523
 MD1523                          STATION RECOVERY (1963)
 MD1523
 MD1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1523'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1523'DESCRIBED, EXCEPT NO. 2 REFERENCE MARK WHICH IS BELIEVED DESTROYED.
 MD1523'R.M. NO. 3 WAS ESTABLISHED.
 MD1523'
 MD1523'ABOUT 1.3 MILES NORTHEASTERLY ALONG NOS. 27 U.S. AND 427 INDIANA HWYS.
 MD1523'FROM THEIR JUNCTION WITH NO. 6 U.  S. HWY. IN THE BUSINESS CENTER OF
 MD1523'WATERLOO TO MOST NORTHERLY JUNCTION OF 6 AND 427 AND THE STATION ON
 MD1523'RIGHT, 73 FEET SE OF CENTER LINE OF 22-FOOT ASPHALT PAVEMENT OF NO.
 MD1523'27 ON A CURVE, 38- 1/2 FEET ABOUT S OF CENTER LINE OF NO. 427, AND 34
 MD1523'FEET W OF CENTER LINE OF NO. 34 COUNTY ROAD FROM THE S, STANDARD DISKS
 MD1523'STAMPED MATSON 1946, NOTES 1A AND 7A, THE UPPER MARK FLUSH WITH THE
 MD1523'GROUND.
 MD1523'
 MD1523'REFERENCE STAMPED MATSON NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, US
 MD1523'193.19 FEET OR 58.884 METERS NNE IN AZIMUTH 201 DEG 29 MIN FROM
 MD1523'STATION, 66 FEET NNW OF CENTER LINE OF NO. 427 HWY., 16 FEET E OF
 MD1523'PROJECTED CENTER LINE OF NO 27 HWY TANGENT FROM THE NORTH, AND 2 FEET
 MD1523'E OF NO. 475/732 POWER POLE.
 MD1523'
 MD1523'REFERENCE STAMPED MATSON NO. 3 1963, NOTE 11B, PROJECTING 0.4 FOOT, IS
 MD1523'65.98 FEET OR 20.111 METERS ESE IN AZIMUTH 286 DEG 07 MIN FROM
 MD1523'STATION, 92 FEET SE OF CENTER LINE OF NO. 427 HWY., 29 FEET E OF
 MD1523'CENTER LINE OF COUNTY ROAD, 1.3 FEET LOWER THAN SAME, AND 1.8 FEET N
 MD1523'OF STEEL WITNESS POST.
 MD1523'
 MD1523'AZIMUTH MARK STAMPED MATSON 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS
 MD1523'ABOUT 0.3 MILE N OF STATION IN AZIMUTH 182 DEG 32 MIN 26.8 SEC ON
 MD1523'CREST OF RIDGE, 37- 1/2 FEET E OF C/L OF HWY., 5 FEET SSW OF CONCRETE
 MD1523'HWY. R. O.  W. MARKER, AND 2.1 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2110 ***********************************************************************
 LA2110  DESIGNATION -  MATTHEWS FARMERS COOP ELEVATOR
 LA2110  PID         -  LA2110
 LA2110  STATE/COUNTY-  IN/GRANT
 LA2110  COUNTRY     -  US
 LA2110  USGS QUAD   -  GAS CITY (2019)
 LA2110
 LA2110                         *CURRENT SURVEY CONTROL
 LA2110  ______________________________________________________________________
 LA2110* NAD 83(1997) POSITION- 40 23 09.37247(N) 085 30 01.88511(W)   ADJUSTED
 LA2110  ______________________________________________________________________
 LA2110  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 LA2110  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 LA2110  HORZ ORDER      -  THIRD
 LA2110
 LA2110.The horizontal coordinates were established by classical geodetic methods
 LA2110.and adjusted by the National Geodetic Survey in May 1999.
 LA2110
 LA2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2110.GEOID18 height accuracy estimate available here.
 LA2110
 LA2110.Click photographs - Photos may exist for this station.
 LA2110
 LA2110.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2110
 LA2110. The following values were computed from the NAD 83(1997) position.
 LA2110
 LA2110;                    North         East     Units Scale Factor Converg.
 LA2110;SPC IN E     -   570,383.244   114,106.931   MT  0.99996912   +0 06 27.5
 LA2110;SPC IN E     - 1,871,332.36    374,365.82   sFT  0.99996912   +0 06 27.5
 LA2110;UTM  16      - 4,471,673.079   627,273.716   MT  0.99979940   +0 58 18.1
 LA2110
 LA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2727371673(NAD 83)
 LA2110
 LA2110                          SUPERSEDED SURVEY CONTROL
 LA2110
 LA2110  NAD 83(1995)-  40 23 09.37557(N)    085 30 01.89720(W) AD(       ) 3
 LA2110  NAD 83(1986)-  40 23 09.37538(N)    085 30 01.89873(W) AD(       ) 3
 LA2110  NAD 27      -  40 23 09.23500(N)    085 30 02.00400(W) AD(       ) 3
 LA2110
 LA2110.Superseded values are not recommended for survey control.
 LA2110
 LA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2110.See file dsdata.pdf to determine how the superseded data were derived.
 LA2110
 LA2110_MARKER: 65 = GRAIN ELEVATOR
 LA2110
 LA2110  HISTORY     - Date     Condition        Report By
 LA2110  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2110
 LA2110                          STATION DESCRIPTION
 LA2110
 LA2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2110'THE STATION IS IN THE SOUTH EDGE OF MATTHEWS.  IT IS COVERED WITH
 LA2110'CORRUGATED METAL, GRAY IN
 LA2110'COLOR, AND ABOUT 100 FEET HIGH.  THE POINT INTERSECTED WAS THE
 LA2110'TOPCENTER OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2628 ***********************************************************************
 LB2628  DESIGNATION -  MATTIX
 LB2628  PID         -  LB2628
 LB2628  STATE/COUNTY-  IN/WHITE
 LB2628  COUNTRY     -  US
 LB2628  USGS QUAD   -  BUFFALO (2019)
 LB2628
 LB2628                         *CURRENT SURVEY CONTROL
 LB2628  ______________________________________________________________________
 LB2628* NAD 83(1997) POSITION- 40 54 43.57966(N) 086 41 36.47107(W)   ADJUSTED
 LB2628* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2628  ______________________________________________________________________
 LB2628  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 LB2628  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 LB2628  HORZ ORDER      -  FIRST
 LB2628
 LB2628.The horizontal coordinates were established by classical geodetic methods
 LB2628.and adjusted by the National Geodetic Survey in May 1999.
 LB2628
 LB2628.The orthometric height was scaled from a topographic map.
 LB2628
 LB2628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2628.GEOID18 height accuracy estimate available here.
 LB2628
 LB2628.Click photographs - Photos may exist for this station.
 LB2628
 LB2628.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2628
 LB2628. The following values were computed from the NAD 83(1997) position.
 LB2628
 LB2628;                    North         East     Units Scale Factor Converg.
 LB2628;SPC IN W     -   628,870.746   932,844.191   MT  0.99997994   +0 15 19.2
 LB2628;SPC IN W     - 2,063,220.11  3,060,506.32   sFT  0.99997994   +0 15 19.2
 LB2628;UTM  16      - 4,529,045.233   525,814.366   MT  0.99960820   +0 12 02.7
 LB2628
 LB2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2628!SPC IN W     -   0.99997252  x   0.99997994  =   0.99995246
 LB2628!UTM  16      -   0.99997252  x   0.99960820  =   0.99958073
 LB2628
 LB2628:                Primary Azimuth Mark                     Grid Az
 LB2628:SPC IN W     -  LINCOLN                                  359 46 04.4
 LB2628:UTM  16      -  LINCOLN                                  359 49 20.9
 LB2628
 LB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2581429045(NAD 83)
 LB2628
 LB2628|---------------------------------------------------------------------|
 LB2628| PID    Reference Object                     Distance      Geod. Az  |
 LB2628|                                                           dddmmss.s |
 LB2628| ME2375 LINCOLN                             APPROX.15.9 KM 0000123.6 |
 LB2628| CC8899 MATTIX RM 1                          29.388 METERS 06417     |
 LB2628| CC8898 MATTIX AZ MK                                       2684821.5 |
 LB2628| CC8900 MATTIX RM 2                          27.029 METERS 30003     |
 LB2628|---------------------------------------------------------------------|
 LB2628
 LB2628                          SUPERSEDED SURVEY CONTROL
 LB2628
 LB2628  NAD 83(1986)-  40 54 43.58514(N)    086 41 36.48049(W) AD(       ) 1
 LB2628  NAD 27      -  40 54 43.43750(N)    086 41 36.44300(W) AD(       ) 1
 LB2628
 LB2628.Superseded values are not recommended for survey control.
 LB2628
 LB2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2628.See file dsdata.pdf to determine how the superseded data were derived.
 LB2628
 LB2628_MARKER: DS = TRIANGULATION STATION DISK
 LB2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2628_STAMPING: MATTIX 1947
 LB2628_MARK LOGO: CGS
 LB2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2628+STABILITY: SURFACE MOTION
 LB2628
 LB2628  HISTORY     - Date     Condition        Report By
 LB2628  HISTORY     - 1947     MONUMENTED       CGS
 LB2628  HISTORY     - 1948     GOOD             CGS
 LB2628  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LB2628
 LB2628                          STATION DESCRIPTION
 LB2628
 LB2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2628'STATION IS LOCATED ABOUT 12 MILES WEST OF ROYAL CENTER AND ABOUT 5
 LB2628'MILES NORTHEAST OF BUFFALO AND ON LAND OWNED BY MRS. WILSON MATTIX.
 LB2628'IT IS ON THE HIGHEST POINT OF A SMALL SAND HILL 22 FEET SOUTH OF
 LB2628'THE CENTER OF THE ROAD, 83 FEET SOUTHWEST OF A 10 INCH TWIN OAK
 LB2628'TREE AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2628'ABOUT 2 INCHES AND THE DISK IS STAMPED MATTIX 1947.
 LB2628'
 LB2628'REFERENCE MARK NO. 1 IS 96.40 FEET NORTHEAST OF THE STATION.  IT IS
 LB2628'22 FEET NORTH OF THE CENTER OF THE ROAD, 16 FEET WEST OF A 10 INCH
 LB2628'TWIN OAK TREE AND 15 FEET EAST OF ANOTHER 10 INCH TWIN OAK TREE.
 LB2628'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MATTIX NO 1
 LB2628'1947.
 LB2628'
 LB2628'REFERENCE MARK NO. 2 IS 88.67 FEET NORTHWEST OF THE STATION.  IT IS
 LB2628'IN THE FENCELINE AND 20 FEET NORTH OF THE CENTER OF THE ROAD.  THE
 LB2628'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MATTIX NO 2
 LB2628'1947.
 LB2628'
 LB2628'AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION.  IT IS 63 FEET SOUTH
 LB2628'OF THE CENTER OF THE EAST-WEST ROAD, 22 FEET WEST OF THE NORTH-SOUTH
 LB2628'ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND ONE FOOT EAST OF A
 LB2628'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2628'MATTIX 1947.
 LB2628'
 LB2628'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2628'HIGHWAY 16 IN ROYAL CENTER, GO WEST ON HIGHWAY 16 FOR 9.3 MILES TO
 LB2628'THE JUNCTION OF STATE HIGHWAYS 16 AND 119, CONTINUE WEST ON HIGHWAY
 LB2628'16 FOR ONE MILE TO A CROSSROAD, TURN RIGHT AND GO 2 MILES TO A T-ROAD
 LB2628'INTERSECTION, TURN LEFT AND GO WEST FOR 0.8 MILE TO A SMALL
 LB2628'SAND HILL ON THE LEFT AND STATION AS DESCRIBED.  CONTINUE WEST 0.15
 LB2628'MILE TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.
 LB2628'
 LB2628'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2628
 LB2628                          STATION RECOVERY (1948)
 LB2628
 LB2628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2628'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2628'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 LB2628'THE DIRECTION TO REFERENCE MARK NO. 2 DID NOT CHECK.
 LB2628'
 LB2628'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2628
 LB2628                          STATION RECOVERY (1978)
 LB2628
 LB2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2628'STATION MARK FOUND OUT OF THE GROUND AT ABOUT A 45 DEGREES TO THE
 LB2628'EAST.  REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 LB2628'CONDITION.  THE AZIMUTH MARK WAS NOT VISIBLE AT GROUND LEVEL AS
 LB2628'CROPS IN FIELD.  THE STATION UNDERGROUND MARK WAS RECOVERED AND THE
 LB2628'POINT HELD, AND A NEW UNDERGROUND AND SURFACE MARK SET.  THE
 LB2628'DISTANCES TO REFERENCE MARKS 1 AND 2 WERE VERIFIED.  THE ANGLE
 LB2628'BETWEEN THE REFERENCE MARKS WAS GREATER BY 3-MINUTES AND 23
 LB2628'SECONDS.  THE TO REACH AND DESCRIPTION ARE ADEQUATE TO RECOVER
 LB2628'STATION.  NEW REFERENCE POINTS AT THE STATION ARE--22.6
 LB2628'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 82 FEET SOUTHWEST OF A TWIN
 LB2628'TRUNK 20-INCH OAK TREE, 1.5 FEET SOUTH OF FENCELINE AND 1.5 FOOT
 LB2628'SOUTH OF A METAL WITNESS POST.  THE MARK IS UNDERGROUND 10 INCHES
 LB2628'AND THE DISK STAMPED MATTIX 1947 1978.
 LB2628'
 LB2628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 LB2628'OF BUFFALO.
 LB2628'
 LB2628'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1751 ***********************************************************************
 JA1751  DESIGNATION -  MAUCK
 JA1751  PID         -  JA1751
 JA1751  STATE/COUNTY-  IN/HARRISON
 JA1751  COUNTRY     -  US
 JA1751  USGS QUAD   -  MAUCKPORT (2019)
 JA1751
 JA1751                         *CURRENT SURVEY CONTROL
 JA1751  ______________________________________________________________________
 JA1751* NAD 83(1997) POSITION- 38 02 30.22684(N) 086 11 27.38645(W)   ADJUSTED
 JA1751* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 JA1751  ______________________________________________________________________
 JA1751  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JA1751  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 JA1751  HORZ ORDER      -  SECOND
 JA1751
 JA1751.The horizontal coordinates were established by classical geodetic methods
 JA1751.and adjusted by the National Geodetic Survey in May 1999.
 JA1751
 JA1751.The orthometric height was scaled from a topographic map.
 JA1751
 JA1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1751.GEOID18 height accuracy estimate available here.
 JA1751
 JA1751.Click photographs - Photos may exist for this station.
 JA1751
 JA1751.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1751
 JA1751. The following values were computed from the NAD 83(1997) position.
 JA1751
 JA1751;                    North         East     Units Scale Factor Converg.
 JA1751;SPC IN E     -   310,255.488    53,979.207   MT  0.99999274   -0 19 23.1
 JA1751;SPC IN E     - 1,017,896.55    177,096.78   sFT  0.99999274   -0 19 23.1
 JA1751;UTM  16      - 4,210,753.925   570,993.550   MT  0.99966207   +0 29 54.9
 JA1751
 JA1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1751!SPC IN E     -   0.99997459  x   0.99999274  =   0.99996733
 JA1751!UTM  16      -   0.99997459  x   0.99966207  =   0.99963666
 JA1751
 JA1751:                Primary Azimuth Mark                     Grid Az
 JA1751:SPC IN E     -  MAUCK AZ MK                              308 08 01.2
 JA1751:UTM  16      -  MAUCK AZ MK                              307 18 43.2
 JA1751
 JA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7099310753(NAD 83)
 JA1751
 JA1751|---------------------------------------------------------------------|
 JA1751| PID    Reference Object                     Distance      Geod. Az  |
 JA1751|                                                           dddmmss.s |
 JA1751| CG8942 MAUCK RM 1                           38.557 METERS 23202     |
 JA1751| CG8941 MAUCK AZ MK                                        3074838.1 |
 JA1751| CG8943 MAUCK RM 2                           29.425 METERS 35438     |
 JA1751|---------------------------------------------------------------------|
 JA1751
 JA1751                          SUPERSEDED SURVEY CONTROL
 JA1751
 JA1751  NAD 83(1993)-  38 02 30.22692(N)    086 11 27.38689(W) AD(       ) 2
 JA1751  NAD 83(1986)-  38 02 30.23269(N)    086 11 27.39198(W) AD(       ) 2
 JA1751  NAD 27      -  38 02 29.97900(N)    086 11 27.50900(W) AD(       ) 2
 JA1751
 JA1751.Superseded values are not recommended for survey control.
 JA1751
 JA1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1751.See file dsdata.pdf to determine how the superseded data were derived.
 JA1751
 JA1751_MARKER: DS = TRIANGULATION STATION DISK
 JA1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1751_STAMPING: MAUCK 1947
 JA1751_MARK LOGO: CGS
 JA1751_PROJECTION: RECESSED 30 CENTIMETERS
 JA1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1751+STABILITY: SURFACE MOTION
 JA1751
 JA1751  HISTORY     - Date     Condition        Report By
 JA1751  HISTORY     - 1947     MONUMENTED       CGS
 JA1751  HISTORY     - 1955     MARK NOT FOUND   CGS
 JA1751
 JA1751                          STATION DESCRIPTION
 JA1751
 JA1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1751'THE STATION IS 1.1 MILES NORTH-NORTHEAST FROM THE POST OFFICE IN
 JA1751'MAUCKPORT VIA STATE HIGHWAY 135, AT THE TOP OF A HILL OWNED BY TED
 JA1751'BEANBLOSSOM, 76 FEET NORTHEAST OF A 36-INCH LOCUST TREE, AND 72
 JA1751'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS 12 INCHES
 JA1751'UNDERGROUND, AND THE DISK IS STAMPED MAUCK 1947.
 JA1751'
 JA1751'REFERENCE MARK NO. 1 IS 126.50 FEET SOUTHWEST OF THE STATION AND 1
 JA1751'FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1751'STAMPED MAUCK NO 1 1947.
 JA1751'
 JA1751'REFERENCE MARK NO. 2 IS 96.54 FEET NORTH OF THE STATION AND 3 FEET
 JA1751'EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 JA1751'STAMPED MAUCK NO 2 1947.
 JA1751'
 JA1751'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION, ABOUT 50 YARDS
 JA1751'EAST-NORTHEAST OF A RED FARMHOUSE, 17 FEET NORTH OF THE APPROXIMATE
 JA1751'CENTERLINE OF A GRAVELED ROAD, AND 2 FEET EAST OF A WHITE WITNESS
 JA1751'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MAUCK
 JA1751'1947.
 JA1751'
 JA1751'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY FOR 0.3
 JA1751'MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.55 MILE TO MARK ON RIGHT.
 JA1751'
 JA1751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1751
 JA1751                          STATION RECOVERY (1955)
 JA1751
 JA1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JA1751'REFERENCE MARK NO. 1 HAS BEEN REMOVED TO PERMIT EXCAVATION FOR A
 JA1751'DRIVEWAY AND LANDSCAPING AT THE HOME OF MR. ARLIE E. FRANEL.
 JA1751'
 JA1751'OFFICE NOTE--REFERENCE MARK DISK STAMPED MAUCK NO 1 1947 RECEIVED
 JA1751'AT THIS OFFICE 11/15/55.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1833 ***********************************************************************
 JA1833  DESIGNATION -  MAX
 JA1833  PID         -  JA1833
 JA1833  STATE/COUNTY-  IN/SPENCER
 JA1833  COUNTRY     -  US
 JA1833  USGS QUAD   -  FULDA (2019)
 JA1833
 JA1833                         *CURRENT SURVEY CONTROL
 JA1833  ______________________________________________________________________
 JA1833* NAD 83(1997) POSITION- 38 00 52.63773(N) 086 50 26.54211(W)   ADJUSTED
 JA1833* NAVD 88 ORTHO HEIGHT -   128.    (meters)      420.    (feet) SCALED
 JA1833  ______________________________________________________________________
 JA1833  GEOID HEIGHT    -        -31.877 (meters)                     GEOID18
 JA1833  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 JA1833  HORZ ORDER      -  SECOND
 JA1833
 JA1833.The horizontal coordinates were established by classical geodetic methods
 JA1833.and adjusted by the National Geodetic Survey in May 1999.
 JA1833
 JA1833.The orthometric height was scaled from a topographic map.
 JA1833
 JA1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1833.GEOID18 height accuracy estimate available here.
 JA1833
 JA1833.Click photographs - Photos may exist for this station.
 JA1833
 JA1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1833
 JA1833. The following values were computed from the NAD 83(1997) position.
 JA1833
 JA1833;                    North         East     Units Scale Factor Converg.
 JA1833;SPC IN W     -   307,144.702   921,305.617   MT  0.99997226   +0 08 57.9
 JA1833;SPC IN W     - 1,007,690.58  3,022,650.18   sFT  0.99997226   +0 08 57.9
 JA1833;UTM  16      - 4,207,449.289   513,982.802   MT  0.99960241   +0 05 53.2
 JA1833
 JA1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1833!SPC IN W     -   0.99998493  x   0.99997226  =   0.99995719
 JA1833!UTM  16      -   0.99998493  x   0.99960241  =   0.99958735
 JA1833
 JA1833:                Primary Azimuth Mark                     Grid Az
 JA1833:SPC IN W     -  FORK                                     157 40 02.9
 JA1833:UTM  16      -  FORK                                     157 43 07.6
 JA1833
 JA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1398207449(NAD 83)
 JA1833
 JA1833|---------------------------------------------------------------------|
 JA1833| PID    Reference Object                     Distance      Geod. Az  |
 JA1833|                                                           dddmmss.s |
 JA1833| JA1835 FORK                                APPROX. 1.4 KM 1574900.8 |
 JA1833| CG8945 MAX RM 2                             30.556 METERS 21255     |
 JA1833| CG8944 MAX RM 1                             29.934 METERS 33551     |
 JA1833|---------------------------------------------------------------------|
 JA1833
 JA1833                          SUPERSEDED SURVEY CONTROL
 JA1833
 JA1833  NAD 83(1993)-  38 00 52.63893(N)    086 50 26.54279(W) AD(       ) 2
 JA1833  NAD 83(1986)-  38 00 52.64508(N)    086 50 26.54555(W) AD(       ) 2
 JA1833  NAD 27      -  38 00 52.44600(N)    086 50 26.57900(W) AD(       ) 2
 JA1833
 JA1833.Superseded values are not recommended for survey control.
 JA1833
 JA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1833.See file dsdata.pdf to determine how the superseded data were derived.
 JA1833
 JA1833_MARKER: DS = TRIANGULATION STATION DISK
 JA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1833_STAMPING: MAX 1946
 JA1833_MARK LOGO: CGS
 JA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1833+STABILITY: SURFACE MOTION
 JA1833
 JA1833  HISTORY     - Date     Condition        Report By
 JA1833  HISTORY     - 1946     MONUMENTED       CGS
 JA1833
 JA1833                          STATION DESCRIPTION
 JA1833
 JA1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1833'THIS STATION IS ABOUT 3 MILES NORTHWEST OF TROY ON THE HIGHEST POINT
 JA1833'OF A WOODED HILL, 10
 JA1833'FEET EAST OF A TRAIL, AND 6 FEET NORTH OF A STANDARD
 JA1833'WHITE WITNESS POST.  THE MARK
 JA1833'PROJECTS 6 INCHES AND THE DISK IS
 JA1833'STAMPED MAX 1946.
 JA1833'
 JA1833'REFERENCE MARK NO 1 IS 98.21 FEET NORTHWEST OF THE STATION, 24 FEET
 JA1833'SOUTHEAST OF A 40-INCH OAK
 JA1833'TREE, ON THE NORTHWEST SLOPE OF THE HILL.  THE MARK
 JA1833'PROJECTS 6 INCHES AND THE DISK IS
 JA1833'STAMPED MAX NO 1 1946.
 JA1833'
 JA1833'REFERENCE MARK NO 2 IS 100.25 FEET SOUTHWEST OF THE STATION, 8 FEET
 JA1833'EAST OF THE TRAIL, AND 5
 JA1833'FEET NORTH OF A 20-INCH OAK TREE.  THE MARK PROJECTS 6
 JA1833'INCHES AND THE DISK IS STAMPED
 JA1833'MAX NO 2 1946.
 JA1833'
 JA1833'FORK IS THE AZIMUTH MARK AND IS SOUTH OF THE STATION.
 JA1833'
 JA1833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 245
 JA1833'ABOUT 2 MILES WEST OF
 JA1833'TROY, GO NORTH ON STATE HIGHWAY 245 FOR 0.95 MILE TO A
 JA1833'WOODS ROAD ON THE RIGHT, TURN
 JA1833'RIGHT AND FOLLOW WOODS ROAD FOR 0.15
 JA1833'MILE TO THE STATION.
 JA1833'
 JA1833'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2063 ***********************************************************************
 LA2063  DESIGNATION -  MC CORMICK TANK
 LA2063  PID         -  LA2063
 LA2063  STATE/COUNTY-  IN/DELAWARE
 LA2063  COUNTRY     -  US
 LA2063  USGS QUAD   -  REDKEY (2019)
 LA2063
 LA2063                         *CURRENT SURVEY CONTROL
 LA2063  ______________________________________________________________________
 LA2063* NAD 83(1997) POSITION- 40 17 56.75246(N) 085 13 55.54838(W)   ADJUSTED
 LA2063  ______________________________________________________________________
 LA2063  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 LA2063  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 LA2063  HORZ ORDER      -  THIRD
 LA2063
 LA2063.The horizontal coordinates were established by classical geodetic methods
 LA2063.and adjusted by the National Geodetic Survey in May 1999.
 LA2063
 LA2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2063.GEOID18 height accuracy estimate available here.
 LA2063
 LA2063.Click photographs - Photos may exist for this station.
 LA2063
 LA2063.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2063
 LA2063. The following values were computed from the NAD 83(1997) position.
 LA2063
 LA2063;                    North         East     Units Scale Factor Converg.
 LA2063;SPC IN E     -   560,818.238   136,946.008   MT  0.99998346   +0 16 51.9
 LA2063;SPC IN E     - 1,839,951.17    449,297.03   sFT  0.99998346   +0 16 51.9
 LA2063;UTM  16      - 4,462,454.546   650,251.154   MT  0.99987790   +1 08 37.2
 LA2063
 LA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5025162454(NAD 83)
 LA2063
 LA2063                          SUPERSEDED SURVEY CONTROL
 LA2063
 LA2063  NAD 83(1995)-  40 17 56.75407(N)    085 13 55.55574(W) AD(       ) 3
 LA2063  NAD 83(1986)-  40 17 56.75376(N)    085 13 55.56143(W) AD(       ) 3
 LA2063  NAD 27      -  40 17 56.60300(N)    085 13 55.66800(W) AD(       ) 3
 LA2063
 LA2063.Superseded values are not recommended for survey control.
 LA2063
 LA2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2063.See file dsdata.pdf to determine how the superseded data were derived.
 LA2063
 LA2063_MARKER: 51 = TANK
 LA2063
 LA2063  HISTORY     - Date     Condition        Report By
 LA2063  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2063
 LA2063                          STATION DESCRIPTION
 LA2063
 LA2063'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1978 ***********************************************************************
 KA1978  DESIGNATION -  MC CORMICKS CREEK ST PARK LOT
 KA1978  PID         -  KA1978
 KA1978  STATE/COUNTY-  IN/OWEN
 KA1978  COUNTRY     -  US
 KA1978  USGS QUAD   -  GOSPORT (2019)
 KA1978
 KA1978                         *CURRENT SURVEY CONTROL
 KA1978  ______________________________________________________________________
 KA1978* NAD 83(1997) POSITION- 39 17 04.76370(N) 086 43 26.03075(W)   ADJUSTED
 KA1978  ______________________________________________________________________
 KA1978  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 KA1978  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 KA1978  HORZ ORDER      -  THIRD
 KA1978
 KA1978.The horizontal coordinates were established by classical geodetic methods
 KA1978.and adjusted by the National Geodetic Survey in May 1999.
 KA1978
 KA1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1978.GEOID18 height accuracy estimate available here.
 KA1978
 KA1978.Click photographs - Photos may exist for this station.
 KA1978
 KA1978.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1978
 KA1978. The following values were computed from the NAD 83(1997) position.
 KA1978
 KA1978;                    North         East     Units Scale Factor Converg.
 KA1978;SPC IN W     -   448,158.889   931,010.502   MT  0.99997850   +0 13 39.3
 KA1978;SPC IN W     - 1,470,334.62  3,054,490.29   sFT  0.99997850   +0 13 39.3
 KA1978;UTM  16      - 4,348,402.331   523,812.132   MT  0.99960698   +0 10 29.4
 KA1978
 KA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2381248402(NAD 83)
 KA1978
 KA1978                          SUPERSEDED SURVEY CONTROL
 KA1978
 KA1978  NAD 83(1986)-  39 17 04.76767(N)    086 43 26.02744(W) AD(       ) 3
 KA1978  NAD 27      -  39 17 04.60500(N)    086 43 26.01300(W) AD(       ) 3
 KA1978
 KA1978.Superseded values are not recommended for survey control.
 KA1978
 KA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1978.See file dsdata.pdf to determine how the superseded data were derived.
 KA1978
 KA1978_MARKER: 57 = LOOKOUT TOWER
 KA1978
 KA1978  HISTORY     - Date     Condition        Report By
 KA1978  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1978
 KA1978                          STATION DESCRIPTION
 KA1978
 KA1978'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2058 ***********************************************************************
 HZ2058  DESIGNATION -  MCCLURE
 HZ2058  PID         -  HZ2058
 HZ2058  STATE/COUNTY-  IN/JEFFERSON
 HZ2058  COUNTRY     -  US
 HZ2058  USGS QUAD   -  CANAAN (2019)
 HZ2058
 HZ2058                         *CURRENT SURVEY CONTROL
 HZ2058  ______________________________________________________________________
 HZ2058* NAD 83(1997) POSITION- 38 45 32.72267(N) 085 20 53.66228(W)   ADJUSTED
 HZ2058* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 HZ2058  ______________________________________________________________________
 HZ2058  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 HZ2058  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 HZ2058  HORZ ORDER      -  SECOND
 HZ2058
 HZ2058.The horizontal coordinates were established by classical geodetic methods
 HZ2058.and adjusted by the National Geodetic Survey in May 1999.
 HZ2058
 HZ2058.The orthometric height was scaled from a topographic map.
 HZ2058
 HZ2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2058.GEOID18 height accuracy estimate available here.
 HZ2058
 HZ2058.Click photographs - Photos may exist for this station.
 HZ2058
 HZ2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2058
 HZ2058. The following values were computed from the NAD 83(1997) position.
 HZ2058
 HZ2058;                    North         East     Units Scale Factor Converg.
 HZ2058;SPC IN E     -   389,801.105   127,676.602   MT  0.99997610   +0 11 57.7
 HZ2058;SPC IN E     - 1,278,872.46    418,885.65   sFT  0.99997610   +0 11 57.7
 HZ2058;SPC KY1Z     - 1,269,303.680 1,534,921.492   MT  1.00002359   +0 14 48.0
 HZ2058;SPC KY1Z     - 4,164,373.82  5,035,821.60   sFT  1.00002359   +0 14 48.0
 HZ2058;SPC KY N     -   140,326.604   404,546.336   MT  0.99997502   -0 40 59.4
 HZ2058;SPC KY N     -   460,388.20  1,327,249.10   sFT  0.99997502   -0 40 59.4
 HZ2058;UTM  16      - 4,291,338.358   643,516.931   MT  0.99985364   +1 02 03.3
 HZ2058
 HZ2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2058!SPC IN E     -   0.99996204  x   0.99997610  =   0.99993814
 HZ2058!SPC KY1Z     -   0.99996204  x   1.00002359  =   0.99998563
 HZ2058!SPC KY N     -   0.99996204  x   0.99997502  =   0.99993706
 HZ2058!UTM  16      -   0.99996204  x   0.99985364  =   0.99981569
 HZ2058
 HZ2058:                Primary Azimuth Mark                     Grid Az
 HZ2058:SPC IN E     -  MCCLURE AZ MK                            035 47 53.9
 HZ2058:SPC KY1Z     -  MCCLURE AZ MK                            035 45 03.6
 HZ2058:SPC KY N     -  MCCLURE AZ MK                            036 40 51.0
 HZ2058:UTM  16      -  MCCLURE AZ MK                            034 57 48.3
 HZ2058
 HZ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4351691338(NAD 83)
 HZ2058
 HZ2058|---------------------------------------------------------------------|
 HZ2058| PID    Reference Object                     Distance      Geod. Az  |
 HZ2058|                                                           dddmmss.s |
 HZ2058| CG8946 MCCLURE AZ MK                                      0355951.6 |
 HZ2058| CG8947 MCCLURE RM 1                         27.186 METERS 19302     |
 HZ2058| HZ2051 MADISON CRAGMONT ST HOSP STK        APPROX. 4.8 KM 2551940.8 |
 HZ2058| HZ2044 MADISON CRAGMONT ST HOSP SPIPE      APPROX. 5.0 KM 2555809.0 |
 HZ2058| CG8948 MCCLURE RM 2                         84.369 METERS 26146     |
 HZ2058| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 3.4 KM 2661431.9 |
 HZ2058|---------------------------------------------------------------------|
 HZ2058
 HZ2058                          SUPERSEDED SURVEY CONTROL
 HZ2058
 HZ2058  NAD 83(1995)-  38 45 32.72240(N)    085 20 53.66195(W) AD(       ) 2
 HZ2058  NAD 83(1993)-  38 45 32.72265(N)    085 20 53.66274(W) AD(       ) 2
 HZ2058  NAD 83(1986)-  38 45 32.72379(N)    085 20 53.66908(W) AD(       ) 2
 HZ2058  NAD 27      -  38 45 32.50800(N)    085 20 53.82800(W) AD(       ) 2
 HZ2058
 HZ2058.Superseded values are not recommended for survey control.
 HZ2058
 HZ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2058.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2058
 HZ2058_MARKER: DS = TRIANGULATION STATION DISK
 HZ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2058_STAMPING: MC CLURE 1947
 HZ2058_MARK LOGO: CGS
 HZ2058_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2058+STABILITY: SURFACE MOTION
 HZ2058
 HZ2058  HISTORY     - Date     Condition        Report By
 HZ2058  HISTORY     - 1947     MONUMENTED       CGS
 HZ2058  HISTORY     - 1963     GOOD             CGS
 HZ2058
 HZ2058                          STATION DESCRIPTION
 HZ2058
 HZ2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2058'THE STATION IS LOCATED ON LAND OWNED BY MR. IVY MC CLURE, ABOUT 2
 HZ2058'MILES NORTHEAST OF MADISON, AND ABOUT 150 YARDS NORTHEAST OF
 HZ2058'THE MC CLURES HOUSE. THE MARK IS 130 FEET SOUTHWEST OF THE
 HZ2058'APPROXIMATE CENTER OF A T-ROAD INTERSECTION, 63 FEET
 HZ2058'SOUTHWEST OF A WATER PUMP, 60 FEET SOUTH OF THE APPROXIMATE
 HZ2058'CENTERLINE OF A PAVED ROAD, AND 44 FEET WEST OF THE APPROXIMATE
 HZ2058'CENTERLINE OF A DIRT ROAD. THE MARK IS 12 INCHES UNDERGROUND, AND THE
 HZ2058'DISK IS STAMPED MC CLURE 1947.
 HZ2058'
 HZ2058'REFERENCE MARK NO. 1 IS 89.19 FEET SOUTH-SOUTHWEST OF THE STATION, 14
 HZ2058'FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 2 FEET
 HZ2058'NORTH OF A POWERLINE POLE, AND 1 FOOT EAST OF A WITNESS POST. THE
 HZ2058'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MC CLURE NO 1 1947.
 HZ2058'
 HZ2058'REFERENCE MARK NO. 2 IS 276.80 FEET WEST OF THE STATION, 33 FEET
 HZ2058'SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD, 17 FEET
 HZ2058'EAST OF THE APPROXIMATE CENTERLINE OF THE MC CLURES DRIVEWAY, AND 2
 HZ2058'FEET NORTH OF AN APPLE TREE. THE MARK PROJECTS 12 INCHES, AND
 HZ2058'THE DISK IS STAMPED MC CLURE NO 2 1947.
 HZ2058'
 HZ2058'THE AZIMUTH MARK IS 0.7 MILE NORTHEAST OF THE STATION VIA THE PAVED
 HZ2058'ROAD, 21 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 3.5
 HZ2058'FEET SOUTH OF A POWERLINE POLE, AND 2 FEET SOUTH OF A WITNESS POST.
 HZ2058'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MC CLURE 1947.
 HZ2058'
 HZ2058'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 HZ2058'MADISON, GO NORTH ON STATE HIGHWAY 62 FOR 0.6 MILE TO A SIDE
 HZ2058'ROAD ON THE RIGHT. TURN RIGHT, EAST, AND GO ON THE MAIN PAVED ROAD
 HZ2058'FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, AND THE STATION IN THE
 HZ2058'SOUTHWEST ANGLE OF THE INTERSECTION.
 HZ2058'
 HZ2058'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 HZ2058
 HZ2058                          STATION RECOVERY (1963)
 HZ2058
 HZ2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2058'STATION MARK MC CLURE 1947.
 HZ2058'STATION UNDERGROUND LOCATED BOTH R.M. BY MEASURMENTS AND VISUAL
 HZ2058'OBSERVATIONS PINPOINTED STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1979 ***********************************************************************
 KA1979  DESIGNATION -  MCCORMICK
 KA1979  PID         -  KA1979
 KA1979  STATE/COUNTY-  IN/OWEN
 KA1979  COUNTRY     -  US
 KA1979  USGS QUAD   -  GOSPORT (2019)
 KA1979
 KA1979                         *CURRENT SURVEY CONTROL
 KA1979  ______________________________________________________________________
 KA1979* NAD 83(1997) POSITION- 39 16 53.72011(N) 086 41 40.97174(W)   ADJUSTED
 KA1979* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 KA1979  ______________________________________________________________________
 KA1979  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 KA1979  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 KA1979  HORZ ORDER      -  SECOND
 KA1979
 KA1979.The horizontal coordinates were established by classical geodetic methods
 KA1979.and adjusted by the National Geodetic Survey in May 1999.
 KA1979
 KA1979.The orthometric height was scaled from a topographic map.
 KA1979
 KA1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1979.GEOID18 height accuracy estimate available here.
 KA1979
 KA1979.Click photographs - Photos may exist for this station.
 KA1979
 KA1979.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1979
 KA1979. The following values were computed from the NAD 83(1997) position.
 KA1979
 KA1979;                    North         East     Units Scale Factor Converg.
 KA1979;SPC IN W     -   447,828.731   933,529.754   MT  0.99998050   +0 14 45.8
 KA1979;SPC IN W     - 1,469,251.43  3,062,755.53   sFT  0.99998050   +0 14 45.8
 KA1979;UTM  16      - 4,348,069.977   526,330.142   MT  0.99960854   +0 11 35.8
 KA1979
 KA1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1979!SPC IN W     -   0.99996503  x   0.99998050  =   0.99994553
 KA1979!UTM  16      -   0.99996503  x   0.99960854  =   0.99957358
 KA1979
 KA1979:                Primary Azimuth Mark                     Grid Az
 KA1979:SPC IN W     -  MCCORMICK AZ MK                          103 16 08.5
 KA1979:UTM  16      -  MCCORMICK AZ MK                          103 19 18.5
 KA1979
 KA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2633048069(NAD 83)
 KA1979
 KA1979|---------------------------------------------------------------------|
 KA1979| PID    Reference Object                     Distance      Geod. Az  |
 KA1979|                                                           dddmmss.s |
 KA1979| CC8908 MCCORMICK RM 1                       42.294 METERS 09938     |
 KA1979| CC8907 MCCORMICK AZ MK                                    1033054.3 |
 KA1979| KA1978 MC CORMICKS CREEK ST PARK LOT       APPROX. 2.5 KM 2774244.4 |
 KA1979| CC8909 MCCORMICK RM 2                       38.353 METERS 27937     |
 KA1979|---------------------------------------------------------------------|
 KA1979
 KA1979                          SUPERSEDED SURVEY CONTROL
 KA1979
 KA1979  NAD 83(1986)-  39 16 53.72397(N)    086 41 40.96868(W) AD(       ) 2
 KA1979  NAD 27      -  39 16 53.55980(N)    086 41 40.95760(W) AD(       ) 2
 KA1979
 KA1979.Superseded values are not recommended for survey control.
 KA1979
 KA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1979.See file dsdata.pdf to determine how the superseded data were derived.
 KA1979
 KA1979_MARKER: DS = TRIANGULATION STATION DISK
 KA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1979_STAMPING: MC CORMICK 1947
 KA1979_MARK LOGO: CGS
 KA1979_PROJECTION: RECESSED 30 CENTIMETERS
 KA1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1979+STABILITY: SURFACE MOTION
 KA1979
 KA1979  HISTORY     - Date     Condition        Report By
 KA1979  HISTORY     - 1947     MONUMENTED       CGS
 KA1979
 KA1979                          STATION DESCRIPTION
 KA1979
 KA1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1979'STATION IS 4.5 MILES EAST OF SPENCER VIA STATE HIGHWAY 46, ON
 KA1979'PROPERTY OF MRS. KATHERINE HIGHET, 1.7 MILES EAST OF THE MAIN
 KA1979'ENTRANCE TO MCCORMICKS CREEK STATE PARK, 0.5 MILE WEST OF THE
 KA1979'OWEN-MONROE COUNTY LINE, 72 FEET SOUTH OF THE CENTERLINE OF STATE
 KA1979'HIGHWAY 46,AND 16 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST. THE
 KA1979'MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED MC CORMICK
 KA1979'1947.
 KA1979'
 KA1979'REFERENCE MARK NO. 1 IS 138.76 FEET EAST-SOUTHEAST OF STATION AND 1
 KA1979'FOOT WEST OF A LINE OF WALNUT TREES. THE MARK PROJECTS 4
 KA1979'INCHES, AND THE DISK IS STAMPED MC CORMICK NO 1 1947.
 KA1979'
 KA1979'REFERENCE MARK NO. 2 IS 125.83 FEET WEST-NORTHWEST OF STATION AND 6
 KA1979'INCHES NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 KA1979'DISK IS STAMPED MC CORMICK NO 2 1947.
 KA1979'
 KA1979'AZIMUTH MARK IS 1.0 MILE EAST-SOUTHEAST OF STATION VIA STATE HIGHWAY
 KA1979'46, 32 FEET EAST OF CENTERLINE OF HIGHWAY 46, AND 3 FEET NORTH
 KA1979'OF A WHITE WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 KA1979'STAMPED MC CORMICK 1947.
 KA1979'
 KA1979'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2062 ***********************************************************************
 LA2062  DESIGNATION -  MCCORMICK
 LA2062  PID         -  LA2062
 LA2062  STATE/COUNTY-  IN/DELAWARE
 LA2062  COUNTRY     -  US
 LA2062  USGS QUAD   -  REDKEY (2019)
 LA2062
 LA2062                         *CURRENT SURVEY CONTROL
 LA2062  ______________________________________________________________________
 LA2062* NAD 83(1997) POSITION- 40 17 56.69528(N) 085 13 55.43520(W)   ADJUSTED
 LA2062* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 LA2062  ______________________________________________________________________
 LA2062  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 LA2062  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 LA2062  HORZ ORDER      -  SECOND
 LA2062
 LA2062.The horizontal coordinates were established by classical geodetic methods
 LA2062.and adjusted by the National Geodetic Survey in May 1999.
 LA2062
 LA2062.The orthometric height was scaled from a topographic map.
 LA2062
 LA2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2062.GEOID18 height accuracy estimate available here.
 LA2062
 LA2062.Click photographs - Photos may exist for this station.
 LA2062
 LA2062.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2062
 LA2062. The following values were computed from the NAD 83(1997) position.
 LA2062
 LA2062;                    North         East     Units Scale Factor Converg.
 LA2062;SPC IN E     -   560,816.488   136,948.690   MT  0.99998347   +0 16 51.9
 LA2062;SPC IN E     - 1,839,945.43    449,305.83   sFT  0.99998347   +0 16 51.9
 LA2062;UTM  16      - 4,462,452.836   650,253.862   MT  0.99987791   +1 08 37.2
 LA2062
 LA2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2062!SPC IN E     -   0.99996047  x   0.99998347  =   0.99994394
 LA2062!UTM  16      -   0.99996047  x   0.99987791  =   0.99983838
 LA2062
 LA2062:                Primary Azimuth Mark                     Grid Az
 LA2062:SPC IN E     -  MCCORMICK AZ MK                          186 07 00.7
 LA2062:UTM  16      -  MCCORMICK AZ MK                          185 15 15.4
 LA2062
 LA2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5025362452(NAD 83)
 LA2062
 LA2062|---------------------------------------------------------------------|
 LA2062| PID    Reference Object                     Distance      Geod. Az  |
 LA2062|                                                           dddmmss.s |
 LA2062| CC8901 MCCORMICK AZ MK                                    1862352.6 |
 LA2062| LA2063 MC CORMICK TANK                       3.202 METERS 30325     |
 LA2062|---------------------------------------------------------------------|
 LA2062
 LA2062                          SUPERSEDED SURVEY CONTROL
 LA2062
 LA2062  NAD 83(1995)-  40 17 56.69689(N)    085 13 55.44256(W) AD(       ) 2
 LA2062  NAD 83(1986)-  40 17 56.69738(N)    085 13 55.44753(W) AD(       ) 2
 LA2062  NAD 27      -  40 17 56.54600(N)    085 13 55.55500(W) AD(       ) 2
 LA2062
 LA2062.Superseded values are not recommended for survey control.
 LA2062
 LA2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2062.See file dsdata.pdf to determine how the superseded data were derived.
 LA2062
 LA2062_MARKER: DS = TRIANGULATION STATION DISK
 LA2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2062_STAMPING: MCCORMICK 1934
 LA2062_MARK LOGO: CGS
 LA2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2062+STABILITY: SURFACE MOTION
 LA2062
 LA2062  HISTORY     - Date     Condition        Report By
 LA2062  HISTORY     - 1934     MONUMENTED       CGS
 LA2062
 LA2062                          STATION DESCRIPTION
 LA2062
 LA2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2062'UNDER THE SOUTHWEST SIDE OF THE MC CORMICK BROS. TANK, IN THE EASTERN
 LA2062'PART OF THE CITY OF ALBANY, INDIANA.
 LA2062'
 LA2062'THERE IS A SMALL CROSS ON THE PLATFORM AROUND THE TANK,
 LA2062'DIRECTLY ABOVE THE
 LA2062'STATION MARK.  THE STATION MARK IS 18.3 FEET
 LA2062'WEST OF THE SOUTHEAST LEG, AND 10.0
 LA2062'FEET NORTHEAST OF THE SOUTHWEST
 LA2062'LEG, AND PROJECTS 3 INCHES.
 LA2062'
 LA2062'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2062'DISKS SET IN CONCRETE.
 LA2062'
 LA2062'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION IN AN
 LA2062'EAST-WEST FENCE
 LA2062'LINE CROSSING A CULTIVATED FIELD, 15 YARDS WEST
 LA2062'OF THE PROLONGATION OF THE CENTER
 LA2062'LINE OF THE NORTH-SOUTH STREET
 LA2062'WHICH PASSES WEST OF THE TANK, 10.3 METERS NORTHEAST
 LA2062'OF A LONE
 LA2062'12-INCH ASH TREE, AND PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2138 ***********************************************************************
 LB2138  DESIGNATION -  MCCOY
 LB2138  PID         -  LB2138
 LB2138  STATE/COUNTY-  IN/JASPER
 LB2138  COUNTRY     -  US
 LB2138  USGS QUAD   -  MCCOYSBURG (2019)
 LB2138
 LB2138                         *CURRENT SURVEY CONTROL
 LB2138  ______________________________________________________________________
 LB2138* NAD 83(1997) POSITION- 40 56 02.01337(N) 087 01 18.89940(W)   ADJUSTED
 LB2138* NAVD 88 ORTHO HEIGHT -   211.27  (+/-2cm)      693.1   (feet) VERTCON3
 LB2138  ______________________________________________________________________
 LB2138  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 LB2138  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LB2138  HORZ ORDER      -  SECOND
 LB2138  VERT ORDER      -  THIRD ? (See Below)
 LB2138
 LB2138.The horizontal coordinates were established by classical geodetic methods
 LB2138.and adjusted by the National Geodetic Survey in May 1999.
 LB2138
 LB2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2138
 LB2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2138.GEOID18 height accuracy estimate available here.
 LB2138
 LB2138.The vertical order pertains to the NGVD 29 superseded value.
 LB2138
 LB2138.Click photographs - Photos may exist for this station.
 LB2138
 LB2138.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2138
 LB2138. The following values were computed from the NAD 83(1997) position.
 LB2138
 LB2138;                    North         East     Units Scale Factor Converg.
 LB2138;SPC IN W     -   631,218.815   905,172.304   MT  0.99996700   +0 02 24.9
 LB2138;SPC IN W     - 2,070,923.73  2,969,719.47   sFT  0.99996700   +0 02 24.9
 LB2138;UTM  16      - 4,531,418.787   498,154.948   MT  0.99960004   -0 00 51.7
 LB2138
 LB2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2138!SPC IN W     -   0.99997213  x   0.99996700  =   0.99993913
 LB2138!UTM  16      -   0.99997213  x   0.99960004  =   0.99957218
 LB2138
 LB2138:                Primary Azimuth Mark                     Grid Az
 LB2138:SPC IN W     -  LEE                                      184 04 10.1
 LB2138:UTM  16      -  LEE                                      184 07 26.7
 LB2138
 LB2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9815431418(NAD 83)
 LB2138
 LB2138|---------------------------------------------------------------------|
 LB2138| PID    Reference Object                     Distance      Geod. Az  |
 LB2138|                                                           dddmmss.s |
 LB2138| CM3115 MCCOY RM 1                           32.339 METERS 04706     |
 LB2138| LB2142 LEE                                 APPROX. 7.4 KM 1840635.0 |
 LB2138| CM3114 MCCOY AZ MK                                        2743603.8 |
 LB2138| CM3116 MCCOY RM 2                           31.708 METERS 31330     |
 LB2138|---------------------------------------------------------------------|
 LB2138
 LB2138                          SUPERSEDED SURVEY CONTROL
 LB2138
 LB2138  NAD 83(1986)-  40 56 02.01791(N)    087 01 18.91007(W) AD(       ) 2
 LB2138  NAD 27      -  40 56 01.87440(N)    087 01 18.83730(W) AD(       ) 2
 LB2138  NGVD 29             211.36   (m)          693.4    (f) LEVELING    3  
 LB2138
 LB2138.Superseded values are not recommended for survey control.
 LB2138
 LB2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2138.See file dsdata.pdf to determine how the superseded data were derived.
 LB2138
 LB2138_MARKER: DS = TRIANGULATION STATION DISK
 LB2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2138_STAMPING: MCCOY 1947
 LB2138_MARK LOGO: CGS
 LB2138_PROJECTION: FLUSH
 LB2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2138+STABILITY: SURFACE MOTION
 LB2138
 LB2138  HISTORY     - Date     Condition        Report By
 LB2138  HISTORY     - 1947     MONUMENTED       CGS
 LB2138  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB2138
 LB2138                          STATION DESCRIPTION
 LB2138
 LB2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2138'STATION IS LOCATED ABOUT 7 MILES EAST OF RENSSELAER ON THE SOUTH SIDE
 LB2138'OF STATE HIGHWAY 114.  IT IS 38 FEET SOUTH OF THE CENTER OF THE
 LB2138'HIGHWAY, 33 FEET EAST OF A FENCE, 31 FEET WEST OF A DRIVEWAY
 LB2138'LEADING SOUTH AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LB2138'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MCCOY
 LB2138'1947.
 LB2138'
 LB2138'REFERENCE MARK NO. 1 IS 106.10 FEET NORTHEAST OF THE STATION.  IT IS
 LB2138'33 FEET NORTH OF THE CENTER OF THE HIGHWAY, 11 FEET EAST OF A FENCE
 LB2138'CORNER AND IN THE NORTH RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 LB2138'ABOUT 4 INCHES AND THE DISK IS STAMPED MCCOY NO 1 1947.
 LB2138'
 LB2138'REFERENCE MARK NO. 2 IS 104.03 FEET NORTHWEST OF THE STATION.  IT IS
 LB2138'31 FEET NORTH OF THE CENTER OF THE ROAD, 20 FEET WEST OF A TELEPHONE
 LB2138'POLE AND ONE FOOT SOUTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT
 LB2138'2 INCHES AND THE DISK IS STAMPED MCCOY NO 2 1947.
 LB2138'
 LB2138'AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 LB2138'HIGHWAY 114.  IT IS 34 FEET NORTH OF THE CENTER OF THE ROAD, 4.5
 LB2138'FEET EAST OF A WHITE WITNESS POST AND ONE FOOT SOUTH OF A FENCE.
 LB2138'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MCCOY 1947.
 LB2138'
 LB2138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 114
 LB2138'AND THE COURTHOUSE IN RENSSELAER, GO SOUTH AND EAST ON STATE HIGHWAY
 LB2138'114 FOR 4.2 MILES TO THE RAILROAD CROSSING IN PLEASANT RIDGE,
 LB2138'CONTINUE EAST ON HIGHWAY 114 FOR 2.5 MILES TO THE AZIMUTH MARK ON
 LB2138'THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.15 MILE
 LB2138'TO A DRIVEWAY ON THE RIGHT AND STATION AS DESCRIBED.
 LB2138'
 LB2138'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2138
 LB2138                          STATION RECOVERY (2012)
 LB2138
 LB2138'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB2138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0291 ***********************************************************************
 MD0291  DESIGNATION -  MCCURDY AZ MK
 MD0291  PID         -  MD0291
 MD0291  STATE/COUNTY-  IN/ALLEN
 MD0291  COUNTRY     -  US
 MD0291  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0291
 MD0291                         *CURRENT SURVEY CONTROL
 MD0291  ______________________________________________________________________
 MD0291* NAD 83(1986) POSITION- 41 09 37.8    (N) 084 48 31.1    (W)   HD_HELD2
 MD0291* NAVD 88 ORTHO HEIGHT -   225.505 (meters)      739.84  (feet) ADJUSTED
 MD0291  ______________________________________________________________________
 MD0291  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 MD0291  DYNAMIC HEIGHT  -        225.413 (meters)      739.54  (feet) COMP
 MD0291  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 MD0291
 MD0291  VERT ORDER      -  SECOND    CLASS 0
 MD0291
 MD0291.The horizontal coordinates were established by autonomous hand held GPS
 MD0291.observations and have an estimated accuracy of +/- 10 meters.
 MD0291
 MD0291.The orthometric height was determined by differential leveling and
 MD0291.adjusted by the NATIONAL GEODETIC SURVEY
 MD0291.in June 1991.
 MD0291
 MD0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0291.GEOID18 height accuracy estimate available here.
 MD0291
 MD0291.Click photographs - Photos may exist for this station.
 MD0291
 MD0291.The dynamic height is computed by dividing the NAVD 88
 MD0291.geopotential number by the normal gravity value computed on the
 MD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0291.degrees latitude (g = 980.6199 gals.).
 MD0291
 MD0291.The modeled gravity was interpolated from observed gravity values.
 MD0291
 MD0291;                    North         East    Units  Estimated Accuracy
 MD0291;SPC IN E     -   656,737.      172,013.      MT  (+/- 10 meters HH2 GPS)
 MD0291
 MD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8385558889(NAD 83)
 MD0291
 MD0291                          SUPERSEDED SURVEY CONTROL
 MD0291
 MD0291  NGVD 29 (??/??/92)  225.646  (m)          740.31   (f) ADJ UNCH    2 0
 MD0291
 MD0291.Superseded values are not recommended for survey control.
 MD0291
 MD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0291.See file dsdata.pdf to determine how the superseded data were derived.
 MD0291
 MD0291_MARKER: DZ = AZIMUTH MARK DISK
 MD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0291_STAMPING: MCCURDY 1947
 MD0291_MARK LOGO: CGS
 MD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0291+STABILITY: SURFACE MOTION
 MD0291
 MD0291  HISTORY     - Date     Condition        Report By
 MD0291  HISTORY     - 1947     MONUMENTED       CGS
 MD0291  HISTORY     - 1968     GOOD             CGS
 MD0291  HISTORY     - 1969     GOOD             CGS
 MD0291  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0291
 MD0291                          STATION DESCRIPTION
 MD0291
 MD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0291'3.9 MI WSW FROM ANTWERP.
 MD0291'MARK IS LOCATED 3.9 MILES WEST-SOUTHWEST OF THE ANTWERP POST
 MD0291'OFFICE ALONG U.S. HIGHWAY 24.  IT IS 30.4 FT. NORTH-NORTHWEST
 MD0291'OF U.S. HIGHWAY 24, 6.6 FT. NORTHWEST OF A SIGN SAYING WELCOME
 MD0291'TO INDIANA, 2.5 FT. EAST OF A WITNESS POST AND 1.6 FT. SOUTH
 MD0291'OF A WIRE FENCE.  A STANDARD DISK STAMPED MC CURDY 1947, SET IN
 MD0291'A 10 INCH SQUARE MONUMENT WHICH PROJECTS 1.0 INCH.
 MD0291
 MD0291                          STATION RECOVERY (1969)
 MD0291
 MD0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0291'RECOVERED IN GOOD CONDITION.
 MD0291
 MD0291                          STATION RECOVERY (2018)
 MD0291
 MD0291'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0291'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0288 ***********************************************************************
 MD0288  DESIGNATION -  MCCURDY RM 4
 MD0288  PID         -  MD0288
 MD0288  STATE/COUNTY-  IN/ALLEN
 MD0288  COUNTRY     -  US
 MD0288  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0288
 MD0288                         *CURRENT SURVEY CONTROL
 MD0288  ______________________________________________________________________
 MD0288* NAD 83(1986) POSITION- 41 09 41.94   (N) 084 48 13.34   (W)   HD_HELD1
 MD0288* NAVD 88 ORTHO HEIGHT -   226.300 (meters)      742.45  (feet) ADJUSTED
 MD0288  ______________________________________________________________________
 MD0288  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 MD0288  DYNAMIC HEIGHT  -        226.208 (meters)      742.15  (feet) COMP
 MD0288  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 MD0288
 MD0288  VERT ORDER      -  SECOND    CLASS 0
 MD0288
 MD0288.The horizontal coordinates were determined by differentially corrected
 MD0288.hand held GPS observations or other comparable positioning techniques
 MD0288.and have an estimated accuracy of +/- 3 meters.
 MD0288
 MD0288.The orthometric height was determined by differential leveling and
 MD0288.adjusted by the NATIONAL GEODETIC SURVEY
 MD0288.in June 1991.
 MD0288
 MD0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0288.GEOID18 height accuracy estimate available here.
 MD0288
 MD0288.Click photographs - Photos may exist for this station.
 MD0288
 MD0288.The dynamic height is computed by dividing the NAVD 88
 MD0288.geopotential number by the normal gravity value computed on the
 MD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0288.degrees latitude (g = 980.6199 gals.).
 MD0288
 MD0288.The modeled gravity was interpolated from observed gravity values.
 MD0288
 MD0288;                    North         East    Units  Estimated Accuracy
 MD0288;SPC IN E     -   656,868.7     172,425.7     MT  (+/- 3 meters HH1 GPS) 
 MD0288
 MD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8426559027(NAD 83)
 MD0288
 MD0288                          SUPERSEDED SURVEY CONTROL
 MD0288
 MD0288  NGVD 29 (??/??/92)  226.441  (m)          742.92   (f) ADJ UNCH    2 0
 MD0288
 MD0288.Superseded values are not recommended for survey control.
 MD0288
 MD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0288.See file dsdata.pdf to determine how the superseded data were derived.
 MD0288
 MD0288_MARKER: DR = REFERENCE MARK DISK
 MD0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0288_STAMPING: MCCURDY NO 4 1947
 MD0288_MARK LOGO: CGS
 MD0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0288+STABILITY: SURFACE MOTION
 MD0288
 MD0288  HISTORY     - Date     Condition        Report By
 MD0288  HISTORY     - 1959     MONUMENTED       CGS
 MD0288  HISTORY     - 1963     GOOD             CGS
 MD0288
 MD0288                          STATION DESCRIPTION
 MD0288
 MD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0288'3.6 MI WSW FROM ANTWERP.
 MD0288'LOCATED 3.65 MILES WEST-SOUTHWEST OF THE POST OFFICE IN ANTWERP
 MD0288'ALONG U.S. HIGHWAY 24 AT THE OHIO-INDIANA STATE-LINE.  IT IS
 MD0288'119.95 FEET NORTHWEST OF TRIANGULATION STATION MC CURDY, 56.4
 MD0288'FEET WEST OF THE CENTERLINE OF THE STATELINE ROAD (PAULDING COUNTY
 MD0288'ROAD 250), 30.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 MD0288'24, 27.2 FEET WEST OF SIGN (INDIANA STATE LINE).  A STANDARD
 MD0288'R. M. DISK STAMPED MC CURDY NO 4 1947, SET IN TOP OF A 10 INCH
 MD0288'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND HAS A BIG
 MD0288'CHIP IN THE NORTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0289 ***********************************************************************
 MD0289  DESIGNATION -  MCCURDY RM 5
 MD0289  PID         -  MD0289
 MD0289  STATE/COUNTY-  IN/ALLEN
 MD0289  COUNTRY     -  US
 MD0289  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0289
 MD0289                         *CURRENT SURVEY CONTROL
 MD0289  ______________________________________________________________________
 MD0289* NAD 83(1986) POSITION- 41 09 41.96   (N) 084 48 12.87   (W)   HD_HELD1
 MD0289* NAVD 88 ORTHO HEIGHT -   225.92  (+/-2cm)      741.2   (feet) VERTCON3
 MD0289  ______________________________________________________________________
 MD0289  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 MD0289  VERT ORDER      -  THIRD (See Below)
 MD0289
 MD0289.The horizontal coordinates were determined by differentially corrected
 MD0289.hand held GPS observations or other comparable positioning techniques
 MD0289.and have an estimated accuracy of +/- 3 meters.
 MD0289
 MD0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0289
 MD0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0289.GEOID18 height accuracy estimate available here.
 MD0289
 MD0289.The vertical order pertains to the NGVD 29 superseded value.
 MD0289
 MD0289.Click photographs - Photos may exist for this station.
 MD0289
 MD0289;                    North         East    Units  Estimated Accuracy
 MD0289;SPC IN E     -   656,869.4     172,436.6     MT  (+/- 3 meters HH1 GPS) 
 MD0289
 MD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8427659028(NAD 83)
 MD0289
 MD0289                          SUPERSEDED SURVEY CONTROL
 MD0289
 MD0289  NGVD 29 (04/22/14)  226.06   (m)          741.7    (f) RESET       3  
 MD0289
 MD0289.Superseded values are not recommended for survey control.
 MD0289
 MD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0289.See file dsdata.pdf to determine how the superseded data were derived.
 MD0289
 MD0289_MARKER: DR = REFERENCE MARK DISK
 MD0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0289_SP_SET: CULVERT HEADWALL
 MD0289_STAMPING: MCCURDY 1947 NO 5 1969
 MD0289_MARK LOGO: CGS
 MD0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0289+STABILITY: SURFACE MOTION
 MD0289
 MD0289  HISTORY     - Date     Condition        Report By
 MD0289  HISTORY     - 1969     MONUMENTED       CGS
 MD0289
 MD0289                          STATION DESCRIPTION
 MD0289
 MD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MD0289'3.6 MI WSW FROM ANTWERP.
 MD0289'MARK IS LOCATED AT THE INDIANA-OHIO STATE LINE, A STANDARD
 MD0289'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP OF A CONCRETE
 MD0289'HEADWALL, 21 FEET WEST OF THE CENTERLINE OF STATE LINE ROAD
 MD0289'AND 21 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2218 ***********************************************************************
 LA2218  DESIGNATION -  MCGRAW
 LA2218  PID         -  LA2218
 LA2218  STATE/COUNTY-  IN/MIAMI
 LA2218  COUNTRY     -  US
 LA2218  USGS QUAD   -  PEORIA (2019)
 LA2218
 LA2218                         *CURRENT SURVEY CONTROL
 LA2218  ______________________________________________________________________
 LA2218* NAD 83(1997) POSITION- 40 38 11.33372(N) 085 58 01.06940(W)   ADJUSTED
 LA2218* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 LA2218  ______________________________________________________________________
 LA2218  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LA2218  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 LA2218  HORZ ORDER      -  SECOND
 LA2218
 LA2218.The horizontal coordinates were established by classical geodetic methods
 LA2218.and adjusted by the National Geodetic Survey in May 1999.
 LA2218
 LA2218.The orthometric height was scaled from a topographic map.
 LA2218
 LA2218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2218.GEOID18 height accuracy estimate available here.
 LA2218
 LA2218.Click photographs - Photos may exist for this station.
 LA2218
 LA2218.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2218
 LA2218. The following values were computed from the NAD 83(1997) position.
 LA2218
 LA2218;                    North         East     Units Scale Factor Converg.
 LA2218;SPC IN E     -   598,234.033    74,596.979   MT  0.99997461   -0 11 44.1
 LA2218;SPC IN E     - 1,962,706.16    244,740.26   sFT  0.99997461   -0 11 44.1
 LA2218;UTM  16      - 4,498,917.248   587,356.235   MT  0.99969393   +0 40 22.1
 LA2218
 LA2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2218!SPC IN E     -   0.99996682  x   0.99997461  =   0.99994143
 LA2218!UTM  16      -   0.99996682  x   0.99969393  =   0.99966076
 LA2218
 LA2218:                Primary Azimuth Mark                     Grid Az
 LA2218:SPC IN E     -  MCGRAW AZ MK                             168 42 51.8
 LA2218:UTM  16      -  MCGRAW AZ MK                             167 50 45.6
 LA2218
 LA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8735698917(NAD 83)
 LA2218
 LA2218|---------------------------------------------------------------------|
 LA2218| PID    Reference Object                     Distance      Geod. Az  |
 LA2218|                                                           dddmmss.s |
 LA2218| CC8911 MCGRAW RM 1                          29.941 METERS 00405     |
 LA2218| LA2214 CONVERSE GS SUPPIGER CO STACK       APPROX. 9.6 KM 1275604.2 |
 LA2218| LA2210 CONVERSE MUNICIPAL TANK             APPROX.10.2 KM 1294252.7 |
 LA2218| CC8910 MCGRAW AZ MK                                       1683107.7 |
 LA2218| CC8912 MCGRAW RM 2                          34.067 METERS 27832     |
 LA2218| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX.11.7 KM 2821323.2 |
 LA2218|---------------------------------------------------------------------|
 LA2218
 LA2218                          SUPERSEDED SURVEY CONTROL
 LA2218
 LA2218  NAD 83(1986)-  40 38 11.33776(N)    085 58 01.08154(W) AD(       ) 2
 LA2218  NAD 27      -  40 38 11.18950(N)    085 58 01.12460(W) AD(       ) 2
 LA2218
 LA2218.Superseded values are not recommended for survey control.
 LA2218
 LA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2218.See file dsdata.pdf to determine how the superseded data were derived.
 LA2218
 LA2218_MARKER: DS = TRIANGULATION STATION DISK
 LA2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2218_STAMPING: MCGRAW 1948
 LA2218_MARK LOGO: CGS
 LA2218_PROJECTION: RECESSED 20 CENTIMETERS
 LA2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2218+STABILITY: SURFACE MOTION
 LA2218
 LA2218  HISTORY     - Date     Condition        Report By
 LA2218  HISTORY     - 1948     MONUMENTED       CGS
 LA2218  HISTORY     - 1954     GOOD             CGS
 LA2218
 LA2218                          STATION DESCRIPTION
 LA2218
 LA2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2218'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF PERU, 4 MILES NORTHWEST
 LA2218'OF AMBOY AND 2 MILES SOUTHEAST OF SANTA FE.
 LA2218'
 LA2218'IT IS 54 FEET WEST OF CENTER OF STATE HIGHWAY 21, 31 FEET SOUTH OF A
 LA2218'PRIVATE DRIVEWAY AND 18 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 LA2218'IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LA2218'STAMPED MCGRAW 1948.
 LA2218'
 LA2218'REFERENCE MARK NO. 1 IS 98.23 FEET NORTH OF THE STATION.  IT IS 36
 LA2218'FEET WEST OF THE CENTER OF HIGHWAY 21 AND 1 FOOT SOUTHWEST OF A FENCE
 LA2218'CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2218'MCGRAW NO 1 1948.
 LA2218'
 LA2218'REFERENCE MARK NO. 2 IS 111.77 FEET WEST OF THE STATION.  IT IS 15
 LA2218'FEET NORTH OF THE NORTHWEST CORNER OF A BARN AND 1 FOOT EAST OF A
 LA2218'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2218'MCGRAW NO 2 1948.
 LA2218'
 LA2218'AZIMUTH MARK IS 0.2 MILE SOUTH OF STATION.  IT IS 35 FEET EAST OF
 LA2218'CENTER OF STATE HIGHWAY 21, 4 FEET NORTH OF A WHITE WITNESS POST AND 2
 LA2218'FEET WEST OF A CONCRETE CORNER POST.  THE MARK PROJECTS ABOUT 8 INCHES
 LA2218'AND THE DISK IS STAMPED MCGRAW 1948.
 LA2218'
 LA2218'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2218'HIGHWAY 21 IN PERU, GO SOUTH AND EAST ON HIGHWAY 21 FOR 8.9 MILES TO
 LA2218'THE JUNCTION OF STATE HIGHWAY 218, CONTINUE SOUTH AND EAST ON HIGHWAY
 LA2218'21 FOR 1.5 MILES TO STATION ON RIGHT OR WEST OF HIGHWAY AS DESCRIBED.
 LA2218'
 LA2218'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON HIGHWAY 21 FOR 0.2
 LA2218'MILE TO AZIMUTH MARK ON LEFT OR EAST OF HIGHWAY AS DESCRIBED.
 LA2218'
 LA2218'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2218
 LA2218                          STATION RECOVERY (1954)
 LA2218
 LA2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2218'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LA2218'CONDITION.  THE DISTANCE TO ALL MARKS CHECKED.  THE DIRECTIONS TO
 LA2218'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK CHECKED BUT DID NOT CHECK TO
 LA2218'REFERENCE MARK NO. 2.  THE 1948 DESCRIPTION IS ADEQUATE.
 LA2218'
 LA2218'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1980 ***********************************************************************
 KA1980  DESIGNATION -  MCGUIRE
 KA1980  PID         -  KA1980
 KA1980  STATE/COUNTY-  IN/MONROE
 KA1980  COUNTRY     -  US
 KA1980  USGS QUAD   -  BLOOMINGTON (2019)
 KA1980
 KA1980                         *CURRENT SURVEY CONTROL
 KA1980  ______________________________________________________________________
 KA1980* NAD 83(1997) POSITION- 39 10 48.74149(N) 086 36 24.34106(W)   ADJUSTED
 KA1980* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 KA1980  ______________________________________________________________________
 KA1980  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 KA1980  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 KA1980  HORZ ORDER      -  FIRST
 KA1980
 KA1980.The horizontal coordinates were established by classical geodetic methods
 KA1980.and adjusted by the National Geodetic Survey in May 1999.
 KA1980
 KA1980.The orthometric height was scaled from a topographic map.
 KA1980
 KA1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1980.GEOID18 height accuracy estimate available here.
 KA1980
 KA1980.Click photographs - Photos may exist for this station.
 KA1980
 KA1980.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1980
 KA1980. The following values were computed from the NAD 83(1997) position.
 KA1980
 KA1980;                    North         East     Units Scale Factor Converg.
 KA1980;SPC IN W     -   436,609.779   941,177.512   MT  0.99998754   +0 18 03.9
 KA1980;SPC IN W     - 1,432,443.92  3,087,846.55   sFT  0.99998754   +0 18 03.9
 KA1980;UTM  16      - 4,336,848.179   533,964.731   MT  0.99961420   +0 14 54.4
 KA1980
 KA1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1980!SPC IN W     -   0.99995766  x   0.99998754  =   0.99994520
 KA1980!UTM  16      -   0.99995766  x   0.99961420  =   0.99957188
 KA1980
 KA1980:                Primary Azimuth Mark                     Grid Az
 KA1980:SPC IN W     -  LEONARD RESET                            178 29 15.4
 KA1980:UTM  16      -  LEONARD RESET                            178 32 24.9
 KA1980
 KA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3396436848(NAD 83)
 KA1980
 KA1980|---------------------------------------------------------------------|
 KA1980| PID    Reference Object                     Distance      Geod. Az  |
 KA1980|                                                           dddmmss.s |
 KA1980| KA1982 LEONARD RESET                       APPROX. 8.0 KM 1784719.3 |
 KA1980| CC8902 MCGUIRE AZ MK                                      2102932.4 |
 KA1980| CC8904 MCGUIRE RM 2                         16.053 METERS 27101     |
 KA1980| CC8903 MCGUIRE RM 1                         20.606 METERS 34729     |
 KA1980|---------------------------------------------------------------------|
 KA1980
 KA1980                          SUPERSEDED SURVEY CONTROL
 KA1980
 KA1980  NAD 83(1986)-  39 10 48.74545(N)    086 36 24.33907(W) AD(       ) 1
 KA1980  NAD 27      -  39 10 48.58000(N)    086 36 24.34000(W) AD(       ) 1
 KA1980
 KA1980.Superseded values are not recommended for survey control.
 KA1980
 KA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1980.See file dsdata.pdf to determine how the superseded data were derived.
 KA1980
 KA1980_MARKER: DS = TRIANGULATION STATION DISK
 KA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1980_STAMPING: MCGUIRE 1939
 KA1980_MARK LOGO: CGS
 KA1980_PROJECTION: PROJECTING 15 CENTIMETERS
 KA1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1980+STABILITY: SURFACE MOTION
 KA1980
 KA1980  HISTORY     - Date     Condition        Report By
 KA1980  HISTORY     - 1939     MONUMENTED       CGS
 KA1980  HISTORY     - 1940     GOOD             CGS
 KA1980  HISTORY     - 1952     GOOD             CGS
 KA1980  HISTORY     - 1982     MARK NOT FOUND   NGS
 KA1980
 KA1980                          STATION DESCRIPTION
 KA1980
 KA1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1980'THIS STATION IS LOCATED ABOUT 5.6 MILES BY ROAD E OF WHITEHALL, 5.75
 KA1980'MILES BY ROAD W BY N OF BLOOMINGTON, 1.1 MILES N OF THE
 KA1980'WHITEHALL-BLOOMINGTON HIGHWAY, 0.25 MILE E OF A NS GRAVEL ROAD, ON
 KA1980'THE HIGHEST POINT OF A PROMINENT HILL USED AS PASTURE LAND ON THE
 KA1980'PROPERTY BELONGING TO MR. RALPH MCGUIRE, WHO LIVES ABOUT 0.25 MILE W
 KA1980'OF THE STATION. THE MARK IS SET IN A SMALL CLEARED SPACE
 KA1980'SURROUNDED BY SECOND GROWTH BRUSH AT THE VERY TOP OF THE HILL. THE
 KA1980'MARK PROJECTS 6 INCHES.
 KA1980'
 KA1980'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KA1980'BRONZE DISK SET IN CONCRETE.
 KA1980'
 KA1980'REFERENCE MARK NO. 1 IS N OF THE STATION, SET 3 FEET S OF A 6-INCH
 KA1980'MAPLE TREE. THE MARK PROJECTS 6 INCHES. REFERENCE MARK NO. 2 IS W
 KA1980'OF THE STATION, SET ON THE EDGE OF THE CLEARING. THE MARK PROJECTS 6
 KA1980'INCHES.
 KA1980'
 KA1980'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SW OF THE STATION, SET ON
 KA1980'THE W SIDE OF A GRAVEL ROAD, 16 FEET W OF THE CENTER LINE, 57
 KA1980'FEET NE OF THE NE CORNER OF MR. W.O. BEANS HOUSE. THE MARK PROJECTS
 KA1980'10 INCHES.
 KA1980'
 KA1980'TO REACH THE STATION FROM WHITEHALL, GO E ON THE BLOOMINGTON HIGHWAY
 KA1980'FOR 4.5 MILES TO A JOGGED CROSSROADS, AND A WHITE CHURCH IN
 KA1980'THE NW ANGLE, TURN N AND GO 1.1 MILES TO MR. MCGUIRES HOUSE ON THE E
 KA1980'SIDE OF THE ROAD. TURN IN THE LANE, PASS AROUND THE BARN AND
 KA1980'FOLLOW DIM TRAIL UP THE HILL TO THE TOP AND THE STATION.
 KA1980'
 KA1980'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA1980
 KA1980                          STATION RECOVERY (1940)
 KA1980
 KA1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WOB)
 KA1980'CONCRETE BASE OF THE AZIMUTH MARK REACHES TO THE SURFACE OF WHERE
 KA1980'DIRT IS AT PRESENT BEING TAKEN OFF. THEREFORE, THE MARK DOES NOT
 KA1980'HAVE TO BE MOVED OR DISFIGURED.
 KA1980
 KA1980                          STATION RECOVERY (1952)
 KA1980
 KA1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 KA1980'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE AZIMUTH
 KA1980'MARK FOUND IN GOOD CONDITION. DISTANCES TO THE REFERENCE MARKS
 KA1980'WERE CHECKED AND FOUND TO BE CORRECT. THE AZIMUTH MARK HAD BEEN MOVED
 KA1980'BY ROAD MACHINERY AND WAS FOUND STANDING ON END ABOUT 20 FEET FROM
 KA1980'ITS ORIGINAL POSITION, THIS MARK WAS DESTROYED AT THIS TIME. NO
 KA1980'OBSERVATIONS WERE MADE AT THE STATION. DUE TO CHANGES OF PROPERTY
 KA1980'OWNERS, ROADS, ETC., A NEW DESCRIPTION FOLLOWS-
 KA1980'
 KA1980'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF WHITEHALL, 5 MILES
 KA1980'NORTHWEST OF BLOOMINGTON, 0.2 MILE EAST OF HARDSTRAIT ROAD, ON THE
 KA1980'HIGHEST POINT OF A PROMINENT WOODED HILL ON PROPERTY OF MR. O.M.
 KA1980'SHULER. IT IS 78 FEET SOUTHEAST OF A PROPERTY LINE FENCE
 KA1980'CORNER, 63 FEET SOUTH OF A LINE FENCE AND 52 FEET EAST OF A LINE
 KA1980'FENCE. THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 KA1980'MCGUIRE 1939.
 KA1980'
 KA1980'REFERENCE MARK NO. 1 IS 67.61 FEET, 20.606 METERS, NORTH OF THE
 KA1980'STATION, 15 FEET NORTH OF THE MASON WILBER-O.M.  SHULER
 KA1980'PROPERTY LINE FENCE AND 4 FEET SOUTH OF A 10 INCH MAPLE TREE WITH A
 KA1980'TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK PROJECTS ABOUT 10
 KA1980'INCHES AND THE DISK IS STAMPED MCGUIRE NO 1 1939. NOTE 11A.
 KA1980'
 KA1980'REFERENCE MARK NO. 2 IS NEAR THE SOUTH EDGE OF THE FAINT TRACK ROAD
 KA1980'TO STATION. IT IS 52.67 FEET, 16.053 METERS, SOUTH OF THE
 KA1980'STATION. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 KA1980'MCGUIRE NO 2 1939. NOTE 11A.
 KA1980'
 KA1980'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 48
 KA1980'WHICH IS ABOUT 0.3 MILE SOUTH OF WHITEHALL, GO EAST ON STATE
 KA1980'HIGHWAY 48 FOR 4.0 MILES TO A JOGGED CROSSROAD AND THE CROSSROADS
 KA1980'METHODIST CHURCH IN THE NORTHWEST ANGLE OF INTERSECTION, TURN
 KA1980'LEFT AND GO NORTH ON PAVED ROAD, HARDSTRAIT ROAD, FOR 1.1 MILES TO A
 KA1980'DRIVEWAY ON THE RIGHT TO HOME OF MR. O.M. SHULER, TURN RIGHT
 KA1980'PASSING ON NORTH SIDE OF HOUSE AND GO EAST THROUGH BARNYARD AND UP
 KA1980'HILL THROUGH WOODS FOR 0.2 MILE TO HIGHEST POINT OF HILL AND
 KA1980'STATION AS DESCRIBED.
 KA1980
 KA1980                          STATION RECOVERY (1982)
 KA1980
 KA1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 KA1980'STATION, RMS AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND DUE TO
 KA1980'EXTENSIVE UNDERGROWTH OF BUSHES AND AN OUTDATED DESCRIPTION.
 KA1980'
 KA1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 KA1980'OF WHITEHALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1030 ***********************************************************************
 HZ1030  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1030  DESIGNATION -  MCKAY
 HZ1030  PID         -  HZ1030
 HZ1030  STATE/COUNTY-  IN/SWITZERLAND
 HZ1030  COUNTRY     -  US
 HZ1030  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1030
 HZ1030                         *CURRENT SURVEY CONTROL
 HZ1030  ______________________________________________________________________
 HZ1030* NAD 83(2011) POSITION- 38 43 37.22626(N) 085 06 14.42702(W)   ADJUSTED
 HZ1030* NAD 83(2011) ELLIP HT-   109.622 (meters)        (06/27/12)   ADJUSTED
 HZ1030* NAD 83(2011) EPOCH   -  2010.00
 HZ1030* NAVD 88 ORTHO HEIGHT -   143.525 (meters)      470.88  (feet) ADJUSTED
 HZ1030  ______________________________________________________________________
 HZ1030  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 HZ1030  NAD 83(2011) X  -    425,236.508 (meters)                     COMP
 HZ1030  NAD 83(2011) Y  - -4,964,249.132 (meters)                     COMP
 HZ1030  NAD 83(2011) Z  -  3,968,788.300 (meters)                     COMP
 HZ1030  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 HZ1030  DYNAMIC HEIGHT  -        143.433 (meters)      470.58  (feet) COMP
 HZ1030  MODELED GRAVITY -    979,985.4   (mgal)                       NAVD 88
 HZ1030
 HZ1030  VERT ORDER      -  FIRST     CLASS II
 HZ1030
 HZ1030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1030  Standards:
 HZ1030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1030  -------------------------------------------------------------------
 HZ1030  NETWORK    0.61   1.51           0.28   0.21   0.77     -0.08744781
 HZ1030  -------------------------------------------------------------------
 HZ1030  Click here for local accuracies and other accuracy information.
 HZ1030
 HZ1030.The horizontal coordinates were established by GPS observations
 HZ1030.and adjusted by the National Geodetic Survey in June 2012.
 HZ1030
 HZ1030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1030.been affixed to the stable North American tectonic plate. See 
 HZ1030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1030
 HZ1030.The horizontal coordinates are valid at the epoch date displayed above
 HZ1030.which is a decimal equivalence of Year/Month/Day.
 HZ1030
 HZ1030.The orthometric height was determined by differential leveling and
 HZ1030.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1030.in June 1991.
 HZ1030
 HZ1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1030.GEOID18 height accuracy estimate available here.
 HZ1030
 HZ1030.Click photographs - Photos may exist for this station.
 HZ1030
 HZ1030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1030
 HZ1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1030
 HZ1030.The ellipsoidal height was determined by GPS observations
 HZ1030.and is referenced to NAD 83.
 HZ1030
 HZ1030.The dynamic height is computed by dividing the NAVD 88
 HZ1030.geopotential number by the normal gravity value computed on the
 HZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1030.degrees latitude (g = 980.6199 gals.).
 HZ1030
 HZ1030.The modeled gravity was interpolated from observed gravity values.
 HZ1030
 HZ1030. The following values were computed from the NAD 83(2011) position.
 HZ1030
 HZ1030;                    North         East     Units Scale Factor Converg.
 HZ1030;SPC IN E     -   386,341.892   148,926.422   MT  0.99999613   +0 21 07.2
 HZ1030;SPC IN E     - 1,267,523.36    488,602.77   sFT  0.99999613   +0 21 07.2
 HZ1030;SPC KY1Z     - 1,265,861.390 1,556,174.804   MT  1.00001510   +0 23 47.8
 HZ1030;SPC KY1Z     - 4,153,080.24  5,105,550.17   sFT  1.00001510   +0 23 47.8
 HZ1030;SPC KY N     -   136,540.405   425,740.085   MT  0.99997233   -0 31 52.5
 HZ1030;SPC KY N     -   447,966.31  1,396,782.26   sFT  0.99997233   -0 31 52.5
 HZ1030;UTM  16      - 4,288,189.348   664,812.926   MT  0.99993450   +1 11 11.1
 HZ1030
 HZ1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1030!SPC IN E     -   0.99998280  x   0.99999613  =   0.99997893
 HZ1030!SPC KY1Z     -   0.99998280  x   1.00001510  =   0.99999790
 HZ1030!SPC KY N     -   0.99998280  x   0.99997233  =   0.99995513
 HZ1030!UTM  16      -   0.99998280  x   0.99993450  =   0.99991730
 HZ1030
 HZ1030:                Primary Azimuth Mark                     Grid Az
 HZ1030:SPC IN E     -  MCKAY AZ MK                              221 19 13.0
 HZ1030:SPC KY1Z     -  MCKAY AZ MK                              221 16 32.4
 HZ1030:SPC KY N     -  MCKAY AZ MK                              222 12 12.7
 HZ1030:UTM  16      -  MCKAY AZ MK                              220 29 09.1
 HZ1030
 HZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6481288189(NAD 83)
 HZ1030
 HZ1030|---------------------------------------------------------------------|
 HZ1030| PID    Reference Object                     Distance      Geod. Az  |
 HZ1030|                                                           dddmmss.s |
 HZ1030| HZ1997 BM                                   47.265 METERS 06357     |
 HZ1030| HZ1029 MCKAY RM 1                           23.398 METERS 09954     |
 HZ1030| CG8968 MCKAY RM 2                           28.200 METERS 20748     |
 HZ1030| HZ1031 MCKAY AZ MK                                        2214020.2 |
 HZ1030|---------------------------------------------------------------------|
 HZ1030
 HZ1030                          SUPERSEDED SURVEY CONTROL
 HZ1030
 HZ1030  NAD 83(2007)-  38 43 37.22636(N)    085 06 14.42784(W) AD(2002.00) 0
 HZ1030  ELLIP H (02/10/07)  109.646  (m)                       GP(2002.00)    
 HZ1030  NAD 83(1997)-  38 43 37.22663(N)    085 06 14.42780(W) AD(       ) B
 HZ1030  ELLIP H (04/10/98)  109.692  (m)                       GP(       ) 4 1
 HZ1030  NAD 83(1995)-  38 43 37.22721(N)    085 06 14.42606(W) AD(       ) 3
 HZ1030  NAD 83(1993)-  38 43 37.22788(N)    085 06 14.42731(W) AD(       ) 3
 HZ1030  NAD 83(1986)-  38 43 37.22867(N)    085 06 14.43492(W) AD(       ) 3
 HZ1030  NAD 27      -  38 43 37.00300(N)    085 06 14.60600(W) AD(       ) 3
 HZ1030  NAVD 88             143.53   (m)          470.9    (f) LEVELING    3  
 HZ1030  NGVD 29 (??/??/92)  143.709  (m)          471.49   (f) ADJ UNCH    1 2
 HZ1030  NGVD 29             143.71   (m)          471.5    (f) LEVELING    3  
 HZ1030
 HZ1030.Superseded values are not recommended for survey control.
 HZ1030
 HZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1030.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1030
 HZ1030_MARKER: DS = TRIANGULATION STATION DISK
 HZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1030_STAMPING: MC KAY 1947
 HZ1030_MARK LOGO: CGS
 HZ1030_PROJECTION: FLUSH
 HZ1030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1030+STABILITY: SURFACE MOTION
 HZ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1030+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1998
 HZ1030
 HZ1030  HISTORY     - Date     Condition        Report By
 HZ1030  HISTORY     - 1947     MONUMENTED       CGS
 HZ1030  HISTORY     - 1963     GOOD             AEROS
 HZ1030  HISTORY     - 1963     GOOD             CGS
 HZ1030  HISTORY     - 1964     GOOD             CGS
 HZ1030  HISTORY     - 1965     GOOD             CGS
 HZ1030  HISTORY     - 1965     GOOD             CGS
 HZ1030  HISTORY     - 19910727 POOR             USPSQD
 HZ1030  HISTORY     - 19970822 GOOD             SEC
 HZ1030  HISTORY     - 19980720 GOOD             WOOLPT
 HZ1030
 HZ1030                          STATION DESCRIPTION
 HZ1030
 HZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1030'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF VEVAY ON PROPERTY
 HZ1030'OWNED BY MR. ROLLIE MCKAY. IT IS 125 FEET WEST OF A LANE LEADING
 HZ1030'TO MR. MCKAYS RESIDENCE, 32 FEET NORTH OF THE CENTERLINE OF STATE
 HZ1030'HIGHWAY 56, AND 6 FEET SOUTH OF A CULTIVATED FIELD. THE MARK
 HZ1030'PROJECTS 6 INCHES, AND THE DISK IS STAMPED MC KAY 1947.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 1 IS 76.76 FEET EAST-SOUTHEAST OF THE STATION, 74
 HZ1030'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF MR. MCKAYS LANE,
 HZ1030'AND 17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS
 HZ1030'3 INCHES, AND THE DISK IS STAMPED MC KAY NO 1 1947.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 2 IS 92.52 FEET SOUTH-SOUTHWEST OF THE STATION, 53
 HZ1030'FEET SOUTHWEST OF A TELEPHONE POLE, AND 17 FEET SOUTH OF THE
 HZ1030'CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ1030'IS STAMPED MC KAY NO 2 1947.
 HZ1030'
 HZ1030'A TRAVERSE WAS MADE TO U.S.B.M. U.S.E. NOT STAMPED. IT IS 155.07 FEET
 HZ1030'EAST-NORTHEAST OF TRIANGULATION STATION MC KAY.
 HZ1030'
 HZ1030'THE AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF THE STATION, 67 FEET
 HZ1030'SOUTHWEST OF A POWER POLE, 29 FEET NORTHWEST OF THE CENTERLINE
 HZ1030'OF STATE HIGHWAY 56, AND 3 FEET NORTH OF A WITNESS POST. THE MARK
 HZ1030'PROJECTS 4 INCHES, AND THE DISK IS STAMPED MC KAY 1947.
 HZ1030'
 HZ1030'TO REACH THE STATION FROM THE SWITZERLAND COUNTY COURT HOUSE IN
 HZ1030'VEVAY, GO SOUTHWEST ON STATE HIGHWAY 56 FOR 2.4 MILES TO THE
 HZ1030'STATION ON THE RIGHT.
 HZ1030'
 HZ1030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 HZ1030'HIGHWAY 56 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ1030'
 HZ1030'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1030
 HZ1030                          STATION RECOVERY (1963)
 HZ1030
 HZ1030'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ1030'STATION WAS RECOVERED AS DESCRIBED.  IT IS STILL IN ORIGINAL
 HZ1030'POSITION, BUT THE CORNERS OF THE CONCRETE POST HAVE BEEN BROKEN
 HZ1030'OFF.  DISK IS STILL IN.
 HZ1030'
 HZ1030'RM 1 IS OK AND RM 2 IS TILTED OVER.
 HZ1030
 HZ1030                          STATION RECOVERY (1963)
 HZ1030
 HZ1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ1030'STATION MARK MC KAY 1947 LOCATION STATION.
 HZ1030
 HZ1030                          STATION RECOVERY (1964)
 HZ1030
 HZ1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ1030'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  HOWEVER THE
 HZ1030'MONUMENT HAS BEEN CHIPPED BY FARM MACHINERY.
 HZ1030'
 HZ1030'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AND THE
 HZ1030'DISTANCE TO THIS MARK CHECKED.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  IT APPEARS TO
 HZ1030'BE LEANING SLIGHTLY AND THE DISTANCE FROM THE STATION WAS 0.04 FOOT
 HZ1030'SHORTER.
 HZ1030'
 HZ1030'THE U. S. B. M. (USE) WAS SEARCHED FOR BUT NOT FOUND.
 HZ1030'
 HZ1030'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 HZ1030'IS GIVEN BELOW--
 HZ1030'
 HZ1030'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF VEVAY, ON THE
 HZ1030'NORTHWEST SIDE OF STATE HIGHWAY 56.  IT IS 138 FEET WEST-SOUTHWEST
 HZ1030'OF THE INTERSECTION OF A DRIVEWAY WITH HIGHWAY 56, 80 FEET EAST OF A
 HZ1030'10-INCH BOX ALDER TREE AND 32 FEET NORTH-NORTHWEST OF THE
 HZ1030'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND
 HZ1030'THE DISK IS STAMPED MC KAY 1947.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 1 IS 76.76 FEET EAST-SOUTHEAST OF THE STATION, 76
 HZ1030'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY, 63 FEET
 HZ1030'WEST OF A FENCE CORNER AND TELEPHONE POLE AND 17-1/2 FEET SOUTH OF
 HZ1030'THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES
 HZ1030'AND THE DISK IS STAMPED MC KAY NO 1 1947.
 HZ1030'
 HZ1030'REFERENCE MARK NO. 2 IS 92.48 FEET SOUTH-SOUTHWEST OF THE STATION, 93
 HZ1030'FEET EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY, 82-1/2 FEET
 HZ1030'EAST OF A FENCE CORNER, 16 FEET SOUTH OF THE CENTERLINE OF THE
 HZ1030'HIGHWAY AND 3-1/2 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 HZ1030'ABOUT 8 INCHES AND THE DISK IS STAMPED MC KAY NO 2 1947.
 HZ1030'
 HZ1030'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION, 0.05 MILE
 HZ1030'SOUTHWEST OF A STEEL BRIDGE OVER A SMALL CREEK, 29 FEET SOUTHWEST OF
 HZ1030'A POWERLINE POLE WITH TRANSFORMER AND 29 FEET NORTHWEST OF THE
 HZ1030'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HZ1030'DISK IS STAMPED MC KAY 1947.
 HZ1030'
 HZ1030'TO REACH THE STATION FROM THE SWITZERLAND COUNTY COURTHOUSE IN VEVAY,
 HZ1030'GO SOUTHWEST ON STATE HIGHWAYS 56 AND 129 FOR 1.15 MILES TO THEIR
 HZ1030'JUNCTION.  KEEP STRAIGHT AHEAD ON HIGHWAY 56 FOR 1.0 MILE TO THE
 HZ1030'WEST END OF A STEEL BRIDGE.  CONTINUE AHEAD ON HIGHWAY 56 FOR 0.15
 HZ1030'MILE TO A DRIVEWAY LEFT AND THE STATION ON THE RIGHT.
 HZ1030
 HZ1030                          STATION RECOVERY (1965)
 HZ1030
 HZ1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ1030'THE STATION MARK, STAMPED MC KAY 1947, IS ABOUT 2.45 MILES SOUTHWEST
 HZ1030'ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT VEVAY, IN SECTION 28,
 HZ1030'T 2 N, R 3 W, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHWEST END OF A
 HZ1030'BRIDGE OVER INDIAN CREEK, 32 FEET NORTHWEST OF THE CENTER LINE OF
 HZ1030'THE HIGHWAY, 133 FEET SOUTHWEST OF THE PROJECTED CENTER LINE
 HZ1030'OF A PRIVATE DRIVEWAY, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 HZ1030'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1030'POST PROJECTING 3 INCHES.
 HZ1030'
 HZ1030'R.M. 1, STAMPED MC KAY NO 1 1947, IS 76.8 FEET EAST AND ACROSS THE
 HZ1030'HIGHWAY OF THE STATION MARK, 18 FEET SOUTHEAST OF THE CENTER LINE OF
 HZ1030'THE HIGHWAY, 75 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 HZ1030'DRIVEWAY, 3 FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A
 HZ1030'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HZ1030'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ1030
 HZ1030                          STATION RECOVERY (1965)
 HZ1030
 HZ1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1030'2.4 MI SW FROM VEVAY.
 HZ1030'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1030'AT VEVAY, IN SECTION 28, T 2 N, R 3 W, ABOUT 0.2 MILE SOUTHWEST
 HZ1030'OF THE SOUTHWEST END OF A BRIDGE OVER INDIAN CREEK, 32 FEET
 HZ1030'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 133 FEET SOUTHWEST
 HZ1030'OF THE PROJECTED CENTER LINE OF A PRIVATE DRIVEWAY, 76.8 FEET
 HZ1030'WEST AND ACROSS THE HIGHWAY FROM MCKAY R.M. 1, 1.5 FEET NORTHWEST
 HZ1030'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 HZ1030'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HZ1030
 HZ1030                          STATION RECOVERY (1991)
 HZ1030
 HZ1030'RECOVERY NOTE BY US POWER SQUADRON 1991 (WH)
 HZ1030'MARK RECOVERED IN POOR CONDITION.
 HZ1030
 HZ1030                          STATION RECOVERY (1997)
 HZ1030
 HZ1030'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1030'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) WEST OF VEVAY, ON STATE
 HZ1030'ROAD 56.  TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 56 AND
 HZ1030'STATE ROAD 129, GO WEST ON STATE ROAD 56, AT 1.0 MILE (1.61 KM) CROSS
 HZ1030'NARROW BRIDGE OVER INDIAN CREEK, CONTINUE 0.15 MILES (0.24 KM) TO
 HZ1030'STATION ON RIGHT (NORTH).  THE STATION IS SET IN A SQUARE CONCRETE
 HZ1030'MONUMENT.  MONUMENT HAS BEEN HIT, ALL CORNERS KNOCKED OFF, BUT DISC IS
 HZ1030'INTACT.  THE STATION PROJECTS 12 CM ABOVE GROUND AND IS NEAR THE
 HZ1030'SOUTHEAST CORNER OF GRASS STRIP FORMED BY STATE ROAD 56, DETOUR ROAD,
 HZ1030'DIRT ROAD AND GRAVEL ROAD LEADING TO CONCRETE BLOCK BUILDING.  MCKAY
 HZ1030'RM 1 BEARS MAG AZIMUTH 103 DEGREES AT 23.6 METERS (77.4 FT), REFERENCE
 HZ1030'MARK 2 DESTROYED, TELEPHONE POLE AT END OF WOODEN FENCE END BEARS MAG
 HZ1030'AZIMUTH 85 DEGREES AT 40.05 METERS (131.40 FT), WITNESS SIGN ON T POST
 HZ1030'BEARS MAG AZIMUTH 149 DEGREES 0.50 METERS (1.64 FT), TELEPHONE POLE
 HZ1030'BEARS MAG AZIMUTH 180 DEGREES AT 18.10 METERS (59.38 FT), POWER POLE
 HZ1030'WITH 3 GUYS BEARS MAG AZ 263 DEGREES AT 50.58 METERS (165.94 FT),
 HZ1030'CENTERLINE OF HIGHWAY 56 IS 9.90 METERS (32.48 FT) SOUTH, GRAVEL ROAD
 HZ1030'CENTERLINE (TO BLOCK BUILDING) 16.3 METERS (53.5 FT) TO EAST,
 HZ1030'CENTERLINE DIRT ROAD 19.5 METERS (64.0 FT) NORTH.
 HZ1030
 HZ1030                          STATION RECOVERY (1998)
 HZ1030
 HZ1030'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 HZ1030'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (TEM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1031 ***********************************************************************
 HZ1031  DESIGNATION -  MCKAY AZ MK
 HZ1031  PID         -  HZ1031
 HZ1031  STATE/COUNTY-  IN/SWITZERLAND
 HZ1031  COUNTRY     -  US
 HZ1031  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1031
 HZ1031                         *CURRENT SURVEY CONTROL
 HZ1031  ______________________________________________________________________
 HZ1031* NAD 83(1986) POSITION- 38 43 24.     (N) 085 06 30.     (W)   SCALED
 HZ1031* NAVD 88 ORTHO HEIGHT -   144.560 (meters)      474.28  (feet) ADJUSTED
 HZ1031  ______________________________________________________________________
 HZ1031  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 HZ1031  DYNAMIC HEIGHT  -        144.467 (meters)      473.97  (feet) COMP
 HZ1031  MODELED GRAVITY -    979,984.0   (mgal)                       NAVD 88
 HZ1031
 HZ1031  VERT ORDER      -  FIRST     CLASS II
 HZ1031
 HZ1031.The horizontal coordinates were scaled from a map and have
 HZ1031.an estimated accuracy of +/- 6 seconds.
 HZ1031
 HZ1031.The orthometric height was determined by differential leveling and
 HZ1031.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1031.in June 1991.
 HZ1031
 HZ1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1031.GEOID18 height accuracy estimate available here.
 HZ1031
 HZ1031.Click photographs - Photos may exist for this station.
 HZ1031
 HZ1031.The dynamic height is computed by dividing the NAVD 88
 HZ1031.geopotential number by the normal gravity value computed on the
 HZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1031.degrees latitude (g = 980.6199 gals.).
 HZ1031
 HZ1031.The modeled gravity was interpolated from observed gravity values.
 HZ1031
 HZ1031;                    North         East    Units  Estimated Accuracy
 HZ1031;SPC IN E     -   385,930.      148,550.      MT  (+/- 180 meters Scaled)
 HZ1031
 HZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH644877(NAD 83)
 HZ1031
 HZ1031                          SUPERSEDED SURVEY CONTROL
 HZ1031
 HZ1031  NGVD 29 (??/??/92)  144.743  (m)          474.88   (f) ADJ UNCH    1 2
 HZ1031
 HZ1031.Superseded values are not recommended for survey control.
 HZ1031
 HZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1031.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1031
 HZ1031_MARKER: DZ = AZIMUTH MARK DISK
 HZ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1031_STAMPING: MC KAY 1947
 HZ1031_MARK LOGO: CGS
 HZ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1031+STABILITY: SURFACE MOTION
 HZ1031
 HZ1031  HISTORY     - Date     Condition        Report By
 HZ1031  HISTORY     - 1947     MONUMENTED       CGS
 HZ1031  HISTORY     - 1965     GOOD             CGS
 HZ1031  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ1031
 HZ1031                          STATION DESCRIPTION
 HZ1031
 HZ1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1031'3 MI SW FROM VEVAY.
 HZ1031'2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1031'AT VEVAY, ABOUT 0.1 MILE EAST OF A BRIDGE OVER MENNETS RUN CREEK
 HZ1031'IN SECTION 33, T 2 N, R 3 W, 29 FEET NORTHWEST OF THE CENTER LINE
 HZ1031'OF THE HIGHWAY, 67 1/2 FEET SOUTHWEST OF A POWER POLE BEARING A
 HZ1031'TRANSFORMER, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 HZ1031'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1031'CONCRETE POST PROJECTING 6 INCHES.
 HZ1031
 HZ1031                          STATION RECOVERY (1991)
 HZ1031
 HZ1031'RECOVERY NOTE BY US POWER SQUADRON 1991 (WH)
 HZ1031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1029 ***********************************************************************
 HZ1029  DESIGNATION -  MCKAY RM 1
 HZ1029  PID         -  HZ1029
 HZ1029  STATE/COUNTY-  IN/SWITZERLAND
 HZ1029  COUNTRY     -  US
 HZ1029  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1029
 HZ1029                         *CURRENT SURVEY CONTROL
 HZ1029  ______________________________________________________________________
 HZ1029* NAD 83(1986) POSITION- 38 43 37.10   (N) 085 06 13.47   (W)   HD_HELD1
 HZ1029* NAVD 88 ORTHO HEIGHT -   143.410 (meters)      470.50  (feet) ADJUSTED
 HZ1029  ______________________________________________________________________
 HZ1029  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 HZ1029  DYNAMIC HEIGHT  -        143.318 (meters)      470.20  (feet) COMP
 HZ1029  MODELED GRAVITY -    979,985.4   (mgal)                       NAVD 88
 HZ1029
 HZ1029  VERT ORDER      -  FIRST     CLASS II
 HZ1029
 HZ1029.The horizontal coordinates were determined by differentially corrected
 HZ1029.hand held GPS observations or other comparable positioning techniques
 HZ1029.and have an estimated accuracy of +/- 3 meters.
 HZ1029
 HZ1029.The orthometric height was determined by differential leveling and
 HZ1029.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1029.in June 1991.
 HZ1029
 HZ1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1029.GEOID18 height accuracy estimate available here.
 HZ1029
 HZ1029.Click photographs - Photos may exist for this station.
 HZ1029
 HZ1029.The dynamic height is computed by dividing the NAVD 88
 HZ1029.geopotential number by the normal gravity value computed on the
 HZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1029.degrees latitude (g = 980.6199 gals.).
 HZ1029
 HZ1029.The modeled gravity was interpolated from observed gravity values.
 HZ1029
 HZ1029;                    North         East    Units  Estimated Accuracy
 HZ1029;SPC IN E     -   386,338.1     148,949.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1029
 HZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6483688185(NAD 83)
 HZ1029
 HZ1029                          SUPERSEDED SURVEY CONTROL
 HZ1029
 HZ1029  NGVD 29 (??/??/92)  143.593  (m)          471.10   (f) ADJ UNCH    1 2
 HZ1029
 HZ1029.Superseded values are not recommended for survey control.
 HZ1029
 HZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1029.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1029
 HZ1029_MARKER: DR = REFERENCE MARK DISK
 HZ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1029_STAMPING: MC KAY NO 1 1947
 HZ1029_MARK LOGO: CGS
 HZ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1029+STABILITY: SURFACE MOTION
 HZ1029
 HZ1029  HISTORY     - Date     Condition        Report By
 HZ1029  HISTORY     - 1947     MONUMENTED       CGS
 HZ1029  HISTORY     - 1965     GOOD             CGS
 HZ1029  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ1029
 HZ1029                          STATION DESCRIPTION
 HZ1029
 HZ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1029'2.4 MI SW FROM VEVAY.
 HZ1029'2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1029'AT VEVAY, IN SECTION 28, T 2 N, R 3 W, ABOUT 0.2 MILE SOUTHWEST
 HZ1029'OF THE SOUTHWEST END OF A BRIDGE OVER INDIAN CREEK, 18 FEET
 HZ1029'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET SOUTHWEST
 HZ1029'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET NORTHWEST OF A
 HZ1029'FENCE, 76.8 FEET EAST AND ACROSS THE HIGHWAY FROM MCKAY 1947, 2.5
 HZ1029'FEET NORTHWEST OF A METAL WITNESS POST PROJECTING 3 INCHES.
 HZ1029
 HZ1029                          STATION RECOVERY (1991)
 HZ1029
 HZ1029'RECOVERY NOTE BY US POWER SQUADRON 1991 (WH)
 HZ1029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2223 ***********************************************************************
 ME2223  DESIGNATION -  MCKINLEY
 ME2223  PID         -  ME2223
 ME2223  STATE/COUNTY-  IN/ST JOSEPH
 ME2223  COUNTRY     -  US
 ME2223  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2223
 ME2223                         *CURRENT SURVEY CONTROL
 ME2223  ______________________________________________________________________
 ME2223* NAD 83(1997) POSITION- 41 40 41.28097(N) 086 13 07.56635(W)   ADJUSTED
 ME2223* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 ME2223  ______________________________________________________________________
 ME2223  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 ME2223  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 ME2223  HORZ ORDER      -  THIRD
 ME2223
 ME2223.The horizontal coordinates were established by classical geodetic methods
 ME2223.and adjusted by the National Geodetic Survey in May 1999.
 ME2223
 ME2223.The orthometric height was scaled from a topographic map.
 ME2223
 ME2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2223.GEOID18 height accuracy estimate available here.
 ME2223
 ME2223.Click photographs - Photos may exist for this station.
 ME2223
 ME2223.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2223
 ME2223. The following values were computed from the NAD 83(1997) position.
 ME2223
 ME2223;                    North         East     Units Scale Factor Converg.
 ME2223;SPC IN E     -   714,016.800    54,029.612   MT  0.99999266   -0 22 01.6
 ME2223;SPC IN E     - 2,342,570.12    177,262.15   sFT  0.99999266   -0 22 01.6
 ME2223;UTM  16      - 4,614,335.559   565,024.996   MT  0.99965203   +0 31 10.2
 ME2223
 ME2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2223!SPC IN E     -   0.99996971  x   0.99999266  =   0.99996237
 ME2223!UTM  16      -   0.99996971  x   0.99965203  =   0.99962175
 ME2223
 ME2223:                Primary Azimuth Mark                     Grid Az
 ME2223:SPC IN E     -  PENN RESET                               164 19 06.6
 ME2223:UTM  16      -  PENN RESET                               163 25 54.8
 ME2223
 ME2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6502414335(NAD 83)
 ME2223
 ME2223|---------------------------------------------------------------------|
 ME2223| PID    Reference Object                     Distance      Geod. Az  |
 ME2223|                                                           dddmmss.s |
 ME2223| CM3118 MCKINLEY RM 1                        30.175 METERS 01037     |
 ME2223| CM3117 MCKINLEY AZ MK                                     0961256.0 |
 ME2223| CM3119 MCKINLEY RM 2                        27.868 METERS 09906     |
 ME2223| ME2217 MISHAWAKA ST JOSEPH CH SPIRE        APPROX. 3.7 KM 1234615.4 |
 ME2223| ME2224 PENN RESET                          APPROX. 3.5 KM 1635705.0 |
 ME2223|---------------------------------------------------------------------|
 ME2223
 ME2223                          SUPERSEDED SURVEY CONTROL
 ME2223
 ME2223  NAD 83(1994)-  41 40 41.28074(N)    086 13 07.57012(W) AD(       ) 3
 ME2223  NAD 83(1986)-  41 40 41.28161(N)    086 13 07.57204(W) AD(       ) 3
 ME2223  NAD 27      -  41 40 41.10170(N)    086 13 07.54900(W) AD(       ) 3
 ME2223
 ME2223.Superseded values are not recommended for survey control.
 ME2223
 ME2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2223.See file dsdata.pdf to determine how the superseded data were derived.
 ME2223
 ME2223_MARKER: DS = TRIANGULATION STATION DISK
 ME2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2223_STAMPING: MCKINLEY 1952
 ME2223_MARK LOGO: CGS
 ME2223_PROJECTION: FLUSH
 ME2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2223+STABILITY: SURFACE MOTION
 ME2223
 ME2223  HISTORY     - Date     Condition        Report By
 ME2223  HISTORY     - 1952     MONUMENTED       CGS
 ME2223  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 ME2223
 ME2223                          STATION DESCRIPTION
 ME2223
 ME2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2223'STATION IS LOCATED IN THE EAST SECTION OF SOUTH BEND IN THE SOUTHEAST
 ME2223'CORNER OF THE MCKINLEY SCHOOL GROUNDS.  IT IS 0.2 MILE SOUTHEAST OF
 ME2223'THE SCHOOL BUILDING, 76 FEET NORTHWEST OF THE INTERSECTION OF E.
 ME2223'COLFAX AVENUE AND N. COQUILLARD DRIVE, 60 FEET WEST OF THE CENTER OF
 ME2223'N. COQUILLARD DRIVE, 50 FEET NORTH OF THE CENTER OF E. COLFAX AVENUE
 ME2223'AND 20 FEET WEST OF THE WEST EDGE OF A SIDEWALK.  THE MARK IS FLUSH
 ME2223'AND THE DISK IS STAMPED MCKINLEY 1952.
 ME2223'
 ME2223'REFERENCE MARK NO. 1 IS 41 FEET WEST OF THE CENTER OF N. COQUILLARD
 ME2223'DRIVE, 17 FEET SOUTH OF A 6 INCH ELM TREE AND 2 FEET WEST OF THE WEST
 ME2223'EDGE OF THE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2223'MCKINLEY NO 1 1952.
 ME2223'
 ME2223'REFERENCE MARK NO. 2 IS 31 FEET EAST OF THE CENTER OF N. COQUILLARD
 ME2223'DRIVE, 28 FEET NORTH OF THE CENTER OF E. COLFAX AVENUE AND 1 FOOT WEST
 ME2223'OF THE WEST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 ME2223'STAMPED MCKINLEY NO 2 1952.
 ME2223'
 ME2223'AZIMUTH MARK IS 54 FEET SOUTHEAST OF THE INTERSECTION OF E. COLFAX
 ME2223'AVENUE AND N.  IRONWOOD DRIVE, 46 FEET SOUTH OF THE CENTER OF A
 ME2223'DRIVEWAY, 33 FEET EAST OF THE CENTER OF N. IRONWOOD DRIVE, 12 FEET
 ME2223'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT WEST OF WEST EDGE OF A
 ME2223'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED MCKINLEY 1952.
 ME2223'
 ME2223'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2223
 ME2223                          STATION RECOVERY (2002)
 ME2223
 ME2223'RECOVERY NOTE BY US POWER SQUADRON 2002 (AHM)
 ME2223'STATION NOT FOUND, REFERENCE MARK 2 NOT FOUND, REFERENCE MARK 1 FOUND
 ME2223'AS DESCRIBED.  CONTIDTION GOOD AZIMUTH MARK FOUND AS DESCRIBED, ADD
 ME2223'13.5 SE OF UTILITY POLE J261-92 CONDITION GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1693 ***********************************************************************
 JA1693  DESIGNATION -  MCKINLEY
 JA1693  PID         -  JA1693
 JA1693  STATE/COUNTY-  IN/WASHINGTON
 JA1693  COUNTRY     -  US
 JA1693  USGS QUAD   -  SMEDLEY (2019)
 JA1693
 JA1693                         *CURRENT SURVEY CONTROL
 JA1693  ______________________________________________________________________
 JA1693* NAD 83(1997) POSITION- 38 43 48.53149(N) 086 11 15.17965(W)   ADJUSTED
 JA1693* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 JA1693  ______________________________________________________________________
 JA1693  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JA1693  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 JA1693  HORZ ORDER      -  FIRST
 JA1693
 JA1693.The horizontal coordinates were established by classical geodetic methods
 JA1693.and adjusted by the National Geodetic Survey in May 1999.
 JA1693
 JA1693.The orthometric height was scaled from a topographic map.
 JA1693
 JA1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1693.GEOID18 height accuracy estimate available here.
 JA1693
 JA1693.Click photographs - Photos may exist for this station.
 JA1693
 JA1693.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1693
 JA1693. The following values were computed from the NAD 83(1997) position.
 JA1693
 JA1693;                    North         East     Units Scale Factor Converg.
 JA1693;SPC IN E     -   386,669.004    54,708.239   MT  0.99999192   -0 19 33.2
 JA1693;SPC IN E     - 1,268,596.56    179,488.61   sFT  0.99999192   -0 19 33.2
 JA1693;SPC IN W     -   386,921.163   977,890.488   MT  1.00004135   +0 33 37.7
 JA1693;SPC IN W     - 1,269,423.85  3,208,295.71   sFT  1.00004135   +0 33 37.7
 JA1693;UTM  16      - 4,287,144.735   570,618.442   MT  0.99966141   +0 30 30.0
 JA1693
 JA1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1693!SPC IN E     -   0.99996588  x   0.99999192  =   0.99995780
 JA1693!SPC IN W     -   0.99996588  x   1.00004135  =   1.00000723
 JA1693!UTM  16      -   0.99996588  x   0.99966141  =   0.99962730
 JA1693
 JA1693:                Primary Azimuth Mark                     Grid Az
 JA1693:SPC IN E     -  MCKINLEY AZ MK                           090 57 22.2
 JA1693:SPC IN W     -  MCKINLEY AZ MK                           090 04 11.3
 JA1693:UTM  16      -  MCKINLEY AZ MK                           090 07 19.0
 JA1693
 JA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7061887144(NAD 83)
 JA1693
 JA1693|---------------------------------------------------------------------|
 JA1693| PID    Reference Object                     Distance      Geod. Az  |
 JA1693|                                                           dddmmss.s |
 JA1693| CG8957 MCKINLEY AZ MK                                     0903749.0 |
 JA1693| CG8958 MCKINLEY RM 1                        32.156 METERS 11536     |
 JA1693| CG8960 MCKINLEY RM 3                        17.815 METERS 26541     |
 JA1693| CG8959 MCKINLEY RM 2                        38.368 METERS 32014     |
 JA1693|---------------------------------------------------------------------|
 JA1693
 JA1693                          SUPERSEDED SURVEY CONTROL
 JA1693
 JA1693  NAD 83(1993)-  38 43 48.53535(N)    086 11 15.18062(W) AD(       ) 1
 JA1693  NAD 83(1986)-  38 43 48.53574(N)    086 11 15.18280(W) AD(       ) 1
 JA1693  NAD 27      -  38 43 48.33900(N)    086 11 15.24800(W) AD(       ) 1
 JA1693
 JA1693.Superseded values are not recommended for survey control.
 JA1693
 JA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1693.See file dsdata.pdf to determine how the superseded data were derived.
 JA1693
 JA1693_MARKER: DS = TRIANGULATION STATION DISK
 JA1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1693_STAMPING: MCKINLEY 1946
 JA1693_MARK LOGO: CGS
 JA1693_PROJECTION: FLUSH
 JA1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1693+STABILITY: SURFACE MOTION
 JA1693
 JA1693  HISTORY     - Date     Condition        Report By
 JA1693  HISTORY     - 1946     MONUMENTED       CGS
 JA1693  HISTORY     - 1967     GOOD             CGS
 JA1693
 JA1693                          STATION DESCRIPTION
 JA1693
 JA1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1693'THIS STATION IS IN THE SOUTHWEST CORNER OF A LARGE BRICK SCHOOLYARD,
 JA1693'ABOUT 9-1/2 MILES NORTH-NORTHWEST OF SALEM, AND 1-1/4 MILES
 JA1693'SOUTHEAST FROM MCKINLEY. IT IS 49 FEET NORTH OF A WIRE FENCE, 150
 JA1693'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE AND 156
 JA1693'FEET SOUTH OF THE SOUTHWEST CORNER. THE MARK IS FLUSH WITH THE GROUND
 JA1693'AND THE DISK IS STAMPED MCKINLEY 1946.
 JA1693'
 JA1693'REFERENCE MARK NO. 1 IS 105.50 FEET EAST-SOUTHEAST OF THE STATION, 5
 JA1693'FEET NORTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES AND THE
 JA1693'DISK IS STAMPED MCKINLEY NO 1 1946.
 JA1693'
 JA1693'REFERENCE MARK NO. 2 IS 125.88 FEET NORTHWEST OF THE STATION, 1 FOOT
 JA1693'EAST OF A WIRE FENCE, AND 56 FEET WEST OF THE SOUTHWEST CORNER
 JA1693'OF SCHOOL. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1693'MCKINLEY NO 2 1946.
 JA1693'
 JA1693'REFERENCE MARK NO. 3 IS 58.45 FEET WEST OF THE STATION, THE DISK IS
 JA1693'SET ON THE EAST EDGE OF A LARGE CONCRETE BLOCK WHICH PROJECTS
 JA1693'ABOUT 1 FOOT. IT IS 16 FEET EAST OF A WIRE FENCE. THE MARK IS FLUSH
 JA1693'WITH THE CONCRETE AND THE DISK IS STAMPED MCKINLEY NO 3 1946.
 JA1693'
 JA1693'THE AZIMUTH MARK IS 0.55 MILE EAST OF THE STATION, 20 FEET NORTH OF
 JA1693'THE CENTERLINE OF THE DIRT ROAD, 8 FEET SOUTHEAST OF A LARGE FENCE
 JA1693'CORNER POST, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK
 JA1693'PROJECTS 4 INCHES AND THE DISK IS STAMPED MCKINLEY 1946.
 JA1693'
 JA1693'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56, 60 AND
 JA1693'135 IN SALEM, GO NORTH ON THE LATTER FOR 7.1 MILES TO THE
 JA1693'SETTLEMENT OF KOSSUTH AT A DOUBLE CURVE IN THE HIGHWAY AND ANGLING
 JA1693'CROSSROAD, TURN LEFT AND WEST ON A GRAVEL ROAD FOR 5.45 MILES
 JA1693'TO THE BRICK SCHOOL ON THE LEFT AND THE STATION.
 JA1693'
 JA1693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1693
 JA1693                          STATION RECOVERY (1967)
 JA1693
 JA1693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1693'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA1693'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 JA1693'OBSTRUCTED FROM THE STATION BY TREES AT THIS TIME.  THE PREVIOUS
 JA1693'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1693'
 JA1693'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA1693'
 JA1693'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WIRE FENCE AND 1 FOOT WEST OF
 JA1693'A METAL WITNESS POST.
 JA1693'
 JA1693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 JA1693'NORTHWEST OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2027 ***********************************************************************
 LA2027  DESIGNATION -  MCNATTS
 LA2027  PID         -  LA2027
 LA2027  STATE/COUNTY-  IN/WELLS
 LA2027  COUNTRY     -  US
 LA2027  USGS QUAD   -  LIBERTY CENTER (2019)
 LA2027
 LA2027                         *CURRENT SURVEY CONTROL
 LA2027  ______________________________________________________________________
 LA2027* NAD 83(1997) POSITION- 40 39 14.09326(N) 085 22 19.62660(W)   ADJUSTED
 LA2027* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LA2027  ______________________________________________________________________
 LA2027  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 LA2027  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LA2027  HORZ ORDER      -  THIRD
 LA2027
 LA2027.The horizontal coordinates were established by classical geodetic methods
 LA2027.and adjusted by the National Geodetic Survey in May 1999.
 LA2027
 LA2027.The orthometric height was scaled from a topographic map.
 LA2027
 LA2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2027.GEOID18 height accuracy estimate available here.
 LA2027
 LA2027.Click photographs - Photos may exist for this station.
 LA2027
 LA2027.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2027
 LA2027. The following values were computed from the NAD 83(1997) position.
 LA2027
 LA2027;                    North         East     Units Scale Factor Converg.
 LA2027;SPC IN E     -   600,168.234   124,910.222   MT  0.99997430   +0 11 30.8
 LA2027;SPC IN E     - 1,969,051.95    409,809.62   sFT  0.99997430   +0 11 30.8
 LA2027;UTM  16      - 4,501,613.372   637,623.771   MT  0.99983313   +1 03 38.6
 LA2027
 LA2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2027!SPC IN E     -   0.99996443  x   0.99997430  =   0.99993873
 LA2027!UTM  16      -   0.99996443  x   0.99983313  =   0.99979757
 LA2027
 LA2027:                Primary Azimuth Mark                     Grid Az
 LA2027:SPC IN E     -  MCNATTS AZ MK                            080 33 24.9
 LA2027:UTM  16      -  MCNATTS AZ MK                            079 41 17.1
 LA2027
 LA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3762301613(NAD 83)
 LA2027
 LA2027|---------------------------------------------------------------------|
 LA2027| PID    Reference Object                     Distance      Geod. Az  |
 LA2027|                                                           dddmmss.s |
 LA2027| LA0912 L 214                                46.500 METERS 02133     |
 LA2027| CC8905 MCNATTS AZ MK                                      0804455.7 |
 LA2027| CC8906 MCNATTS RM 1                         55.547 METERS 29251     |
 LA2027|---------------------------------------------------------------------|
 LA2027
 LA2027                          SUPERSEDED SURVEY CONTROL
 LA2027
 LA2027  NAD 83(1995)-  40 39 14.09368(N)    085 22 19.63789(W) AD(       ) 3
 LA2027  NAD 83(1986)-  40 39 14.09660(N)    085 22 19.64166(W) AD(       ) 3
 LA2027  NAD 27      -  40 39 13.92330(N)    085 22 19.74800(W) AD(       ) 3
 LA2027
 LA2027.Superseded values are not recommended for survey control.
 LA2027
 LA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2027.See file dsdata.pdf to determine how the superseded data were derived.
 LA2027
 LA2027_MARKER: DS = TRIANGULATION STATION DISK
 LA2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2027_STAMPING: MC NATTS 1948
 LA2027_MARK LOGO: CGS
 LA2027_PROJECTION: RECESSED 15 CENTIMETERS
 LA2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2027+STABILITY: SURFACE MOTION
 LA2027
 LA2027  HISTORY     - Date     Condition        Report By
 LA2027  HISTORY     - 1948     MONUMENTED       CGS
 LA2027  HISTORY     - 1955     GOOD             CGS
 LA2027
 LA2027                          STATION DESCRIPTION
 LA2027
 LA2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2027'THE STATION IS LOCATED 9 MILES NORTHWEST OF MONTPELIER AND 3 MILES
 LA2027'SOUTHEAST OF WARREN IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 LA2027'HIGHWAYS 3, 5 AND 118.
 LA2027'
 LA2027'IT IS 210 FEET SOUTHEAST OF THE INTERSECTION OF THE HIGHWAYS, 180 FEET
 LA2027'SOUTH OF THE CENTER OF HIGHWAY 118, 67 FEET EAST OF THE CENTER OF
 LA2027'HIGHWAY 3 AND 55 FEET WEST OF A FENCE LINE AND A POWER LINE POLE.  THE
 LA2027'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LA2027'STAMPED MC NATTS 1948.
 LA2027'
 LA2027'REFERENCE MARK NO. 1 IS 182.24 FEET NORTHWEST OF THE STATION.  IT IS
 LA2027'66 FEET SOUTH OF THE CENTER OF HIGHWAY 5 AND 40 FEET WEST OF THE
 LA2027'CENTER OF HIGHWAY 3.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE
 LA2027'CENTER OF A CONCRETE CULVERT AND IS STAMPED MC NATTS NO 1 1948.
 LA2027'
 LA2027'L 214 (USC AND GS) B.M. IS 152.56 FEET NORTH OF THE STATION AND WAS
 LA2027'USED AS A REFERENCE MARK.  IT IS 40 FEET SOUTH OF THE CENTER OF
 LA2027'HIGHWAY 118 AND 1 FOOT WEST OF A FENCE LINE AND A WHITE WITNESS POST.
 LA2027'THE MARK IS A 8 IN BY 8 INCH CONCRETE POST PROJECTING 4 INCHES WITH A
 LA2027'STANDARD USC AND GS BENCH MARK DISK STAMPED L 214 1947.
 LA2027'
 LA2027'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 39 FEET SOUTH
 LA2027'OF THE CENTER OF HIGHWAY 118, 31 FEET WEST OF A POWER LINE POLE, 2
 LA2027'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 LA2027'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MC NATTS 1948.
 LA2027'
 LA2027'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 118 FOR
 LA2027'0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2027'
 LA2027'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2027
 LA2027                          STATION RECOVERY (1955)
 LA2027
 LA2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2027'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LA2027'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2326 ***********************************************************************
 HZ2326  DESIGNATION -  MCNEELY
 HZ2326  PID         -  HZ2326
 HZ2326  STATE/COUNTY-  IN/SCOTT
 HZ2326  COUNTRY     -  US
 HZ2326  USGS QUAD   -  BLOCHER (2019)
 HZ2326
 HZ2326                         *CURRENT SURVEY CONTROL
 HZ2326  ______________________________________________________________________
 HZ2326* NAD 83(1997) POSITION- 38 41 10.85726(N) 085 41 13.29691(W)   ADJUSTED
 HZ2326* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 HZ2326  ______________________________________________________________________
 HZ2326  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 HZ2326  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 HZ2326  HORZ ORDER      -  SECOND
 HZ2326
 HZ2326.The horizontal coordinates were established by classical geodetic methods
 HZ2326.and adjusted by the National Geodetic Survey in May 1999.
 HZ2326
 HZ2326.The orthometric height was scaled from a topographic map.
 HZ2326
 HZ2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2326.GEOID18 height accuracy estimate available here.
 HZ2326
 HZ2326.Click photographs - Photos may exist for this station.
 HZ2326
 HZ2326.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2326
 HZ2326. The following values were computed from the NAD 83(1997) position.
 HZ2326
 HZ2326;                    North         East     Units Scale Factor Converg.
 HZ2326;SPC IN E     -   381,678.497    98,228.563   MT  0.99996671   -0 00 45.8
 HZ2326;SPC IN E     - 1,252,223.54    322,271.54   sFT  0.99996671   -0 00 45.8
 HZ2326;UTM  16      - 4,282,789.282   614,195.089   MT  0.99976058   +0 49 14.8
 HZ2326
 HZ2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2326!SPC IN E     -   0.99997615  x   0.99996671  =   0.99994286
 HZ2326!UTM  16      -   0.99997615  x   0.99976058  =   0.99973673
 HZ2326
 HZ2326:                Primary Azimuth Mark                     Grid Az
 HZ2326:SPC IN E     -  SCOTTSBURG                               271 25 34.8
 HZ2326:UTM  16      -  SCOTTSBURG                               270 35 34.2
 HZ2326
 HZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1419582789(NAD 83)
 HZ2326
 HZ2326|---------------------------------------------------------------------|
 HZ2326| PID    Reference Object                     Distance      Geod. Az  |
 HZ2326|                                                           dddmmss.s |
 HZ2326| CG8961 MCNEELY AZ MK                                      2014216.4 |
 HZ2326| CG8962 MCNEELY RM 1                         40.642 METERS 26849     |
 HZ2326| HZ2332 SCOTTSBURG MUNICIPAL TANK           APPROX. 7.7 KM 2710647.4 |
 HZ2326| HZ2333 SCOTTSBURG                          APPROX. 7.7 KM 2712449.0 |
 HZ2326| CG8963 MCNEELY RM 2                         24.461 METERS 35901     |
 HZ2326|---------------------------------------------------------------------|
 HZ2326
 HZ2326                          SUPERSEDED SURVEY CONTROL
 HZ2326
 HZ2326  NAD 83(1995)-  38 41 10.85823(N)    085 41 13.29302(W) AD(       ) 2
 HZ2326  NAD 83(1993)-  38 41 10.85789(N)    085 41 13.29355(W) AD(       ) 2
 HZ2326  NAD 83(1986)-  38 41 10.85919(N)    085 41 13.29922(W) AD(       ) 2
 HZ2326  NAD 27      -  38 41 10.64700(N)    085 41 13.42400(W) AD(       ) 2
 HZ2326
 HZ2326.Superseded values are not recommended for survey control.
 HZ2326
 HZ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2326.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2326
 HZ2326_MARKER: DS = TRIANGULATION STATION DISK
 HZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2326_STAMPING: MCNEELY 1947
 HZ2326_MARK LOGO: CGS
 HZ2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2326+STABILITY: SURFACE MOTION
 HZ2326
 HZ2326  HISTORY     - Date     Condition        Report By
 HZ2326  HISTORY     - 1947     MONUMENTED       CGS
 HZ2326  HISTORY     - 1977     GOOD             NGS
 HZ2326
 HZ2326                          STATION DESCRIPTION
 HZ2326
 HZ2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2326'THE STATION IS LOCATED BESIDE STATE HIGHWAY 56, ABOUT 4-1/2 MILES
 HZ2326'EAST OF SCOTTSBURG, 4-1/2 MILES NORTHWEST OF LEXINGTON, ON
 HZ2326'LAND OWNED BY MR. J. MCNEELY. IT IS 84 FEET WEST OF THE CENTERLINE OF
 HZ2326'THE HIGHWAY, 45 FEET NORTH OF A FENCE CORNER, 5 FEET NORTH OF A
 HZ2326'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE MARK PROJECTS 4
 HZ2326'INCHES, AND THE DISK IS STAMPED MCNEELY 1947.
 HZ2326'
 HZ2326'REFERENCE MARK NO. 1 IS 133.35 FEET WEST OF THE STATION, 85 FEET
 HZ2326'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 32 FEET EAST OF THE
 HZ2326'NORTHEAST CORNER OF MR. MCNEELYS HOUSE. THE MARK PROJECTS 4 INCHES,
 HZ2326'AND THE DISK IS STAMPED MCNEELY NO 1 1947.
 HZ2326'
 HZ2326'REFERENCE MARK NO. 2 IS 80.25 FEET NORTH OF THE STATION AND 1 FOOT
 HZ2326'WEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2326'STAMPED MCNEELY NO 2 1947.
 HZ2326'
 HZ2326'AZIMUTH MARK IS APPROXIMATELY 0.65 MILE SOUTHWEST OF THE STATION, 39
 HZ2326'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 5 FEET
 HZ2326'NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE MARK
 HZ2326'PROJECTS 4 INCHES, AND THE DISK IS STAMPED MCNEELY 1947.
 HZ2326'
 HZ2326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 HZ2326'HIGHWAY 56 IN SCOTTSBURG, GO EAST ON THE LATTER FOR 4.5 MILE TO
 HZ2326'THE JUNCTION OF STATE HIGHWAY 3 ON THE RIGHT. CONTINUE EAST ON STATE
 HZ2326'HIGHWAY 56 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HZ2326'
 HZ2326'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 56 AND
 HZ2326'STATE HIGHWAY 3 0.15 MILE WEST OF THE STATION, GO SOUTH ON THE
 HZ2326'LATTER FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2326'
 HZ2326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2326
 HZ2326                          STATION RECOVERY (1977)
 HZ2326
 HZ2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ2326'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND IN
 HZ2326'GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK OBSTRUCTED
 HZ2326'BY TREES ON LINE.  THERE WAS NO OBJECTS TO SET ANOTHER AZIMUTH
 HZ2326'MARK.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED.  THE ANGLE
 HZ2326'BETWEEN REFERENCE MARKS 1 AND 2 WAS LESS BY 1-MINUTE AND
 HZ2326'4-SECONDS.
 HZ2326'
 HZ2326'THE 1947 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION.
 HZ2326'COULD NOT MEASURE REFERENCE MARK 1 TO REFERENCE MARK 2 A GRAPE
 HZ2326'ARBOR ON LINE.  THE STATION IS STILL ON PROPERTY OWNED BY J.
 HZ2326'MCNEELY.
 HZ2326'
 HZ2326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 HZ2326'OF SCOTTSBURG.
 HZ2326'
 HZ2326'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4008 ***********************************************************************
 DM4008  PACS        -  This is a Primary Airport Control Station.
 DM4008  DESIGNATION -  MCX A
 DM4008  PID         -  DM4008
 DM4008  STATE/COUNTY-  IN/WHITE
 DM4008  COUNTRY     -  US
 DM4008  USGS QUAD   -  MONTICELLO SOUTH (2019)
 DM4008
 DM4008                         *CURRENT SURVEY CONTROL
 DM4008  ______________________________________________________________________
 DM4008* NAD 83(2011) POSITION- 40 42 37.44353(N) 086 46 04.38171(W)   ADJUSTED
 DM4008* NAD 83(2011) ELLIP HT-   171.659 (meters)        (06/27/12)   ADJUSTED
 DM4008* NAD 83(2011) EPOCH   -  2010.00
 DM4008* NAVD 88 ORTHO HEIGHT -   205.49  (meters)      674.2   (feet) GPS OBS
 DM4008  ______________________________________________________________________
 DM4008  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4008  GEOID HEIGHT    -        -33.814 (meters)                     GEOID09
 DM4008  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 DM4008  NAD 83(2011) X  -    272,983.953 (meters)                     COMP
 DM4008  NAD 83(2011) Y  - -4,834,057.056 (meters)                     COMP
 DM4008  NAD 83(2011) Z  -  4,138,210.264 (meters)                     COMP
 DM4008  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DM4008
 DM4008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4008  Standards:
 DM4008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4008  -------------------------------------------------------------------
 DM4008  NETWORK    0.42   1.04           0.18   0.16   0.53     -0.14355266
 DM4008  -------------------------------------------------------------------
 DM4008  Click here for local accuracies and other accuracy information.
 DM4008
 DM4008.This mark is at White County Airport (MCX)
 DM4008
 DM4008.The horizontal coordinates were established by GPS observations
 DM4008.and adjusted by the National Geodetic Survey in June 2012.
 DM4008
 DM4008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4008.been affixed to the stable North American tectonic plate. See 
 DM4008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4008
 DM4008.The horizontal coordinates are valid at the epoch date displayed above
 DM4008.which is a decimal equivalence of Year/Month/Day.
 DM4008
 DM4008.The orthometric height was determined by GPS observations and a
 DM4008.high-resolution geoid model.
 DM4008
 DM4008.GPS derived orthometric heights for airport stations designated as
 DM4008.PACS or SACS are published to 2 decimal places.  This maintains
 DM4008.centimeter relative accuracy between the PACS and SACS.  It does
 DM4008.not indicate centimeter accuracy relative to other marks which are
 DM4008.part of the published vertical control network.
 DM4008
 DM4008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4008.GEOID18 height accuracy estimate available here.
 DM4008
 DM4008.Click photographs - Photos may exist for this station.
 DM4008
 DM4008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4008
 DM4008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4008
 DM4008.The ellipsoidal height was determined by GPS observations
 DM4008.and is referenced to NAD 83.
 DM4008
 DM4008. The following values were computed from the NAD 83(2011) position.
 DM4008
 DM4008;                    North         East     Units Scale Factor Converg.
 DM4008;SPC IN W     -   606,446.835   926,655.361   MT  0.99997541   +0 12 20.7
 DM4008;SPC IN W     - 1,989,650.99  3,040,201.80   sFT  0.99997541   +0 12 20.7
 DM4008;UTM  16      - 4,506,635.537   519,606.529   MT  0.99960473   +0 09 05.0
 DM4008
 DM4008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4008!SPC IN W     -   0.99997307  x   0.99997541  =   0.99994848
 DM4008!UTM  16      -   0.99997307  x   0.99960473  =   0.99957781
 DM4008
 DM4008:                Primary Azimuth Mark                     Grid Az
 DM4008:SPC IN W     -  MCX B                                    001 23 46.4
 DM4008:UTM  16      -  MCX B                                    001 27 02.1
 DM4008
 DM4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1960606635(NAD 83)
 DM4008
 DM4008|---------------------------------------------------------------------|
 DM4008| PID    Reference Object                     Distance      Geod. Az  |
 DM4008|                                                           dddmmss.s |
 DM4008| DM4041 MCX B                               433.129 METERS 0013607.1 |
 DM4008|---------------------------------------------------------------------|
 DM4008
 DM4008                          SUPERSEDED SURVEY CONTROL
 DM4008
 DM4008  NAD 83(2007)-  40 42 37.44372(N)    086 46 04.38254(W) AD(2002.00) B
 DM4008  ELLIP H (10/27/10)  171.674  (m)                       GP(2002.00) 1 1
 DM4008
 DM4008.Superseded values are not recommended for survey control.
 DM4008
 DM4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4008.See file dsdata.pdf to determine how the superseded data were derived.
 DM4008
 DM4008_MARKER: F = FLANGE-ENCASED ROD
 DM4008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4008_STAMPING: MCX A 2009
 DM4008_MARK LOGO: WOOLPT
 DM4008_PROJECTION: FLUSH
 DM4008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4008+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM4008_ROD/PIPE-DEPTH: 8.97 meters
 DM4008_SLEEVE-DEPTH  : 1 meters
 DM4008
 DM4008  HISTORY     - Date     Condition        Report By
 DM4008  HISTORY     - 20090916 MONUMENTED       WOOLPT
 DM4008
 DM4008                          STATION DESCRIPTION
 DM4008
 DM4008'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4008'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DM4008'DANVILLE, 3.7 MI (6.0 KM) NORTHWEST OF YEOMAN AND 2.4 MI (3.9 KM)
 DM4008'SOUTH OF MONTICELLO.  LOCATED ABOUT MIDFIELD OF THE WHITE COUNTY
 DM4008'AIRPORT.  OWNERSHIP--WHITE COUNTY BOARD OF AVIATION, 2222 AIRPORT
 DM4008'ROAD, MONTICELLO, IN 47960.  PHONE 574.583.9900.  PLEASE CALL 24 HOURS
 DM4008'IN ADVANCE TO GAIN ACCESS TO THE CONTROL MARK.
 DM4008'
 DM4008'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (BROADWAY
 DM4008'STREET) WITH US HIGHWAY 421 (MAIN STREET), IN THE CITY OF MONTICELLO,
 DM4008'GO SOUTH 1.0 MI (1.6 KM) ON HIGHWAY 421 TO WHERE HIGHWAY 421 VEERS
 DM4008'LEFT AND AIRPORT ROAD CONTINUES SOUTH.  CONTINUE SOUTH 1.4 MI (2.3 KM)
 DM4008'ON AIRPORT ROAD TO THE MAIN ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 DM4008'WEST 0.1 MI (0.2 KM) ON ACCESS DRIVE TO THE MAIN TERMINAL.  FROM THE
 DM4008'MAIN TERMINAL PROCEED WEST 0.05 MI (0.1 KM) CROSSING TARMAC TO
 DM4008'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH 0.05 MI (0.1 KM) ON TAXIWAY
 DM4008'TO CONNECTOR TAXIWAY ON THE LEFT.  TURN LEFT AND GO 0.05 MI (0.1 KM)
 DM4008'TO RUNWAY AND THE STATION AHEAD IN THE GRASS AREA.  THE STATION IS THE
 DM4008'PUNCH-MARK ON TOP OF A 9/16-INCH (1.4 CM) STAINLESS STEEL ROD DRIVEN
 DM4008'TO THE REFUSAL DEPTH OF 8.97 M (29.4 FT) ENCASED BY A 1 M (3.3 FT)
 DM4008'LONG GREASED-FILLED FINNED PLASTIC SLEEVE AND SURROUNDED BY A 30 CM
 DM4008'(12 INCH) CONCRETE COLLAR WITH A STANDARD NATIONAL GEODETIC SURVEY
 DM4008'ALUMINUM ACCESS COVER STAMPED --MCX A-- SET FLUSH WITH THE GROUND AND
 DM4008'ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4008'
 DM4008'THE STATION IS 273.2 FT (83.3 M) WEST OF THE WEST EDGE OF RUNWAY,
 DM4008'267.4 FT (81.5 M) WEST-NORTHWEST OF A RUNWAY EDGE LIGHT AND
 DM4008'APPROXIMATELY 7.2 FT (2.2 M) EAST OF THE TOP OF EARTHEN BANK.
 DM4008'
 DM4008'NOTE-THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DM4008'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4041 ***********************************************************************
 DM4041  SACS        -  This is a Secondary Airport Control Station.
 DM4041  DESIGNATION -  MCX B
 DM4041  PID         -  DM4041
 DM4041  STATE/COUNTY-  IN/WHITE
 DM4041  COUNTRY     -  US
 DM4041  USGS QUAD   -  MONTICELLO SOUTH (2019)
 DM4041
 DM4041                         *CURRENT SURVEY CONTROL
 DM4041  ______________________________________________________________________
 DM4041* NAD 83(2011) POSITION- 40 42 51.47935(N) 086 46 03.86583(W)   ADJUSTED
 DM4041* NAD 83(2011) ELLIP HT-   171.634 (meters)        (06/27/12)   ADJUSTED
 DM4041* NAD 83(2011) EPOCH   -  2010.00
 DM4041* NAVD 88 ORTHO HEIGHT -   205.46  (meters)      674.1   (feet) GPS OBS
 DM4041  ______________________________________________________________________
 DM4041  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4041  GEOID HEIGHT    -        -33.810 (meters)                     GEOID09
 DM4041  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 DM4041  NAD 83(2011) X  -    272,980.119 (meters)                     COMP
 DM4041  NAD 83(2011) Y  - -4,833,774.393 (meters)                     COMP
 DM4041  NAD 83(2011) Z  -  4,138,538.437 (meters)                     COMP
 DM4041  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DM4041
 DM4041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4041  Standards:
 DM4041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4041  -------------------------------------------------------------------
 DM4041  NETWORK    0.57   1.04           0.25   0.21   0.53     -0.14457343
 DM4041  -------------------------------------------------------------------
 DM4041  Click here for local accuracies and other accuracy information.
 DM4041
 DM4041.This mark is at White County Airport (MCX)
 DM4041
 DM4041.The horizontal coordinates were established by GPS observations
 DM4041.and adjusted by the National Geodetic Survey in June 2012.
 DM4041
 DM4041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4041.been affixed to the stable North American tectonic plate. See 
 DM4041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4041
 DM4041.The horizontal coordinates are valid at the epoch date displayed above
 DM4041.which is a decimal equivalence of Year/Month/Day.
 DM4041
 DM4041.The orthometric height was determined by GPS observations and a
 DM4041.high-resolution geoid model.
 DM4041
 DM4041.GPS derived orthometric heights for airport stations designated as
 DM4041.PACS or SACS are published to 2 decimal places.  This maintains
 DM4041.centimeter relative accuracy between the PACS and SACS.  It does
 DM4041.not indicate centimeter accuracy relative to other marks which are
 DM4041.part of the published vertical control network.
 DM4041
 DM4041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4041.GEOID18 height accuracy estimate available here.
 DM4041
 DM4041.Click photographs - Photos may exist for this station.
 DM4041
 DM4041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4041
 DM4041.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4041
 DM4041.The ellipsoidal height was determined by GPS observations
 DM4041.and is referenced to NAD 83.
 DM4041
 DM4041. The following values were computed from the NAD 83(2011) position.
 DM4041
 DM4041;                    North         East     Units Scale Factor Converg.
 DM4041;SPC IN W     -   606,879.825   926,665.915   MT  0.99997542   +0 12 21.1
 DM4041;SPC IN W     - 1,991,071.56  3,040,236.42   sFT  0.99997542   +0 12 21.1
 DM4041;UTM  16      - 4,507,068.356   519,617.489   MT  0.99960474   +0 09 05.4
 DM4041
 DM4041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4041!SPC IN W     -   0.99997308  x   0.99997542  =   0.99994850
 DM4041!UTM  16      -   0.99997308  x   0.99960474  =   0.99957783
 DM4041
 DM4041:                Primary Azimuth Mark                     Grid Az
 DM4041:SPC IN W     -  MCX A                                    181 23 46.3
 DM4041:UTM  16      -  MCX A                                    181 27 02.0
 DM4041
 DM4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1961707068(NAD 83)
 DM4041
 DM4041|---------------------------------------------------------------------|
 DM4041| PID    Reference Object                     Distance      Geod. Az  |
 DM4041|                                                           dddmmss.s |
 DM4041| DM4008 MCX A                               433.129 METERS 1813607.4 |
 DM4041|---------------------------------------------------------------------|
 DM4041
 DM4041                          SUPERSEDED SURVEY CONTROL
 DM4041
 DM4041  NAD 83(2007)-  40 42 51.47954(N)    086 46 03.86666(W) AD(2002.00) 1
 DM4041  ELLIP H (10/27/10)  171.649  (m)                       GP(2002.00) 4 2
 DM4041
 DM4041.Superseded values are not recommended for survey control.
 DM4041
 DM4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4041.See file dsdata.pdf to determine how the superseded data were derived.
 DM4041
 DM4041_MARKER: DD = SURVEY DISK
 DM4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4041_STAMPING: MCX B 2009
 DM4041_MARK LOGO: WOOLPT
 DM4041_PROJECTION: FLUSH
 DM4041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4041+STABILITY: SURFACE MOTION
 DM4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4041+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM4041
 DM4041  HISTORY     - Date     Condition        Report By
 DM4041  HISTORY     - 20090616 MONUMENTED       WOOLPT
 DM4041
 DM4041                          STATION DESCRIPTION
 DM4041
 DM4041'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4041'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 DM4041'DANVILLE, 3.9 MI (6.3 KM) NORTHWEST OF YEOMAN AND 2.1 MI (3.4 KM)
 DM4041'SOUTH OF MONTICELLO.  LOCATED ON THE NORTH END OF THE WHITE COUNTY
 DM4041'AIRPORT.  OWNERSHIP--WHITE COUNTY BOARD OF AVIATION, 2222 AIRPORT
 DM4041'ROAD, MONTICELLO, IN 47960.  PHONE 574.583.9900.  PLEASE CALL 24 HOURS
 DM4041'IN ADVANCE TO GAIN PERMISSION TO THE CONTROL MARK.
 DM4041'
 DM4041'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (BROADWAY
 DM4041'STREET) WITH US HIGHWAY 421 (MAIN STREET), IN THE CITY OF MONTICELLO,
 DM4041'GO SOUTH 1.0 MI (1.6 KM) ON HIGHWAY 421 TO WHERE HIGHWAY 421 VEERS
 DM4041'LEFT AND AIRPORT ROAD CONTINUES SOUTH.  CONTINUE SOUTH 1.4 MI (2.3 KM)
 DM4041'ON AIRPORT ROAD TO THE MAIN ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 DM4041'WEST 0.1 MI (0.2 KM) ON ACCESS DRIVE TO THE MAIN TERMINAL.  FROM THE
 DM4041'TERMINAL PROCEED WEST, 0.05 MI (0.1 KM) CROSSING THE TARMAC TO
 DM4041'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH 0.35 MI (0.6 KM) ON TAXIWAY
 DM4041'TO THE APPROACH END OF RUNWAY 18.  TURN LEFT AND GO WEST CROSSING END
 DM4041'OF RUNWAY TO THE STATION AHEAD.  THE STATION IS A STANDARD WOOLPERT
 DM4041'AIRPORT GEODETIC CONTROL SURVEY DISK MARKER STAMPED --MCX B 2009-- SET
 DM4041'INTO THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT (1.5 M) DEEP CONCRETE
 DM4041'POST, SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY
 DM4041'PAVEMENT.
 DM4041'
 DM4041'THE STATION IS 199.5 FT (60.8 M) WEST OF THE WEST EDGE OF RUNWAY,
 DM4041'121.8 FT (37.1 M) EAST OF A FENCE LINE AND 126.9 FT (38.7 M) WEST OF
 DM4041'THE WEST RUNWAY END INDICATOR LIGHT (REIL).
 DM4041'
 DM4041'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4041'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4042 ***********************************************************************
 DM4042  SACS        -  This is a Secondary Airport Control Station.
 DM4042  DESIGNATION -  MCX C
 DM4042  PID         -  DM4042
 DM4042  STATE/COUNTY-  IN/WHITE
 DM4042  COUNTRY     -  US
 DM4042  USGS QUAD   -  MONTICELLO SOUTH (2019)
 DM4042
 DM4042                         *CURRENT SURVEY CONTROL
 DM4042  ______________________________________________________________________
 DM4042* NAD 83(2011) POSITION- 40 42 14.86123(N) 086 45 56.85021(W)   ADJUSTED
 DM4042* NAD 83(2011) ELLIP HT-   170.480 (meters)        (06/27/12)   ADJUSTED
 DM4042* NAD 83(2011) EPOCH   -  2010.00
 DM4042* NAVD 88 ORTHO HEIGHT -   204.32  (meters)      670.3   (feet) GPS OBS
 DM4042  ______________________________________________________________________
 DM4042  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4042  GEOID HEIGHT    -        -33.821 (meters)                     GEOID09
 DM4042  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DM4042  NAD 83(2011) X  -    273,186.044 (meters)                     COMP
 DM4042  NAD 83(2011) Y  - -4,834,499.794 (meters)                     COMP
 DM4042  NAD 83(2011) Z  -  4,137,681.429 (meters)                     COMP
 DM4042  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DM4042
 DM4042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4042  Standards:
 DM4042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4042  -------------------------------------------------------------------
 DM4042  NETWORK    0.57   1.04           0.25   0.21   0.53     -0.14739954
 DM4042  -------------------------------------------------------------------
 DM4042  Click here for local accuracies and other accuracy information.
 DM4042
 DM4042.This mark is at White County Airport (MCX)
 DM4042
 DM4042.The horizontal coordinates were established by GPS observations
 DM4042.and adjusted by the National Geodetic Survey in June 2012.
 DM4042
 DM4042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4042.been affixed to the stable North American tectonic plate. See 
 DM4042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4042
 DM4042.The horizontal coordinates are valid at the epoch date displayed above
 DM4042.which is a decimal equivalence of Year/Month/Day.
 DM4042
 DM4042.The orthometric height was determined by GPS observations and a
 DM4042.high-resolution geoid model.
 DM4042
 DM4042.GPS derived orthometric heights for airport stations designated as
 DM4042.PACS or SACS are published to 2 decimal places.  This maintains
 DM4042.centimeter relative accuracy between the PACS and SACS.  It does
 DM4042.not indicate centimeter accuracy relative to other marks which are
 DM4042.part of the published vertical control network.
 DM4042
 DM4042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4042.GEOID18 height accuracy estimate available here.
 DM4042
 DM4042.Click photographs - Photos may exist for this station.
 DM4042
 DM4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4042
 DM4042.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4042
 DM4042.The ellipsoidal height was determined by GPS observations
 DM4042.and is referenced to NAD 83.
 DM4042
 DM4042. The following values were computed from the NAD 83(2011) position.
 DM4042
 DM4042;                    North         East     Units Scale Factor Converg.
 DM4042;SPC IN W     -   605,750.903   926,834.660   MT  0.99997553   +0 12 25.5
 DM4042;SPC IN W     - 1,987,367.75  3,040,790.05   sFT  0.99997553   +0 12 25.5
 DM4042;UTM  16      - 4,505,939.693   519,785.100   MT  0.99960482   +0 09 09.9
 DM4042
 DM4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4042!SPC IN W     -   0.99997326  x   0.99997553  =   0.99994879
 DM4042!UTM  16      -   0.99997326  x   0.99960482  =   0.99957809
 DM4042
 DM4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1978505939(NAD 83)
 DM4042
 DM4042                          SUPERSEDED SURVEY CONTROL
 DM4042
 DM4042  NAD 83(2007)-  40 42 14.86143(N)    086 45 56.85104(W) AD(2002.00) 1
 DM4042  ELLIP H (10/27/10)  170.496  (m)                       GP(2002.00) 4 2
 DM4042
 DM4042.Superseded values are not recommended for survey control.
 DM4042
 DM4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4042.See file dsdata.pdf to determine how the superseded data were derived.
 DM4042
 DM4042_MARKER: DD = SURVEY DISK
 DM4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4042_STAMPING: MCX C 2009
 DM4042_MARK LOGO: WOOLPT
 DM4042_PROJECTION: FLUSH
 DM4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4042+STABILITY: SURFACE MOTION
 DM4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4042+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 DM4042
 DM4042  HISTORY     - Date     Condition        Report By
 DM4042  HISTORY     - 20090616 MONUMENTED       WOOLPT
 DM4042  HISTORY     - 20110505 GOOD             JCLS
 DM4042
 DM4042                          STATION DESCRIPTION
 DM4042
 DM4042'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4042'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF
 DM4042'DANVILLE, 3.3 MI (5.3 KM) NORTHWEST OF YEOMAN AND 2.8 MI (4.5 KM)
 DM4042'SOUTH OF MONTICELLO.  LOCATED NEAR THE SOUTH END OF WHITE COUNTY
 DM4042'AIRPORT.  OWNERSHIP--WHITE COUNTY BOARD OF AVIATION, 2222 AIRPORT
 DM4042'ROAD, MONTICELLO, IN 47960.  PHONE 574.583.9900.  PLEASE CALL 24 HOURS
 DM4042'IN ADVANCE TO GAIN ACCESS TO THE CONTROL MARK.
 DM4042'
 DM4042'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 (BROADWAY
 DM4042'STREET) WITH US HIGHWAY 421 (MAIN STREET), IN THE CITY OF MONTICELLO,
 DM4042'GO SOUTH 1.0 MI (1.6 KM) ON HIGHWAY 421 TO WHERE HIGHWAY 421 VEERS
 DM4042'LEFT AND AIRPORT ROAD CONTINUES SOUTH.  CONTINUE SOUTH 1.4 MI (2.3 KM)
 DM4042'ON AIRPORT ROAD TO THE MAIN ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 DM4042'WEST 0.1 MI (0.2 KM) ON ACCESS DRIVE TO THE MAIN TERMINAL.  FROM THE
 DM4042'TERMINAL PROCEED WEST 0.05 MI (0.1 KM) CROSSING THE TARMAC TO THE
 DM4042'PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH 0.35 MI (0.6 KM) ON TAXIWAY
 DM4042'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD WOOLPERT
 DM4042'AIRPORT GEODETIC CONTROL SURVEY DISK MARKER STAMPED --MCX C 2009-- SET
 DM4042'INTO THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT (1.5 M) DEEP CONCRETE
 DM4042'POST, SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY
 DM4042'PAVEMENT.
 DM4042'
 DM4042'THE STATION IS 77.2 FT (23.5 M) EAST OF THE CENTERLINE OF TAXIWAY,
 DM4042'56.3 FT (17.2 M) NORTHEAST OF A TAXIWAY EDGE REFLECTOR AND 200.2 FT
 DM4042'(61.0 M) EAST OF THE EAST EDGE OF RUNWAY.
 DM4042'
 DM4042'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4042'STATION.
 DM4042
 DM4042                          STATION RECOVERY (2011)
 DM4042
 DM4042'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 DM4042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2301 ***********************************************************************
 ME2301  DESIGNATION -  MEADER
 ME2301  PID         -  ME2301
 ME2301  STATE/COUNTY-  IN/FULTON
 ME2301  COUNTRY     -  US
 ME2301  USGS QUAD   -  PERSHING (2019)
 ME2301
 ME2301                         *CURRENT SURVEY CONTROL
 ME2301  ______________________________________________________________________
 ME2301* NAD 83(1997) POSITION- 41 03 13.52257(N) 086 17 04.44340(W)   ADJUSTED
 ME2301* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 ME2301  ______________________________________________________________________
 ME2301  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 ME2301  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 ME2301  HORZ ORDER      -  FIRST
 ME2301
 ME2301.The horizontal coordinates were established by classical geodetic methods
 ME2301.and adjusted by the National Geodetic Survey in May 1999.
 ME2301
 ME2301.The orthometric height was scaled from a topographic map.
 ME2301
 ME2301.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2301.GEOID18 height accuracy estimate available here.
 ME2301
 ME2301.Click photographs - Photos may exist for this station.
 ME2301
 ME2301.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2301
 ME2301. The following values were computed from the NAD 83(1997) position.
 ME2301
 ME2301;                    North         East     Units Scale Factor Converg.
 ME2301;SPC IN E     -   644,711.826    48,056.642   MT  0.99999986   -0 24 21.0
 ME2301;SPC IN E     - 2,115,192.05    157,665.83   sFT  0.99999986   -0 24 21.0
 ME2301;UTM  16      - 4,544,971.070   560,120.265   MT  0.99964448   +0 28 11.6
 ME2301
 ME2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2301!SPC IN E     -   0.99996828  x   0.99999986  =   0.99996814
 ME2301!UTM  16      -   0.99996828  x   0.99964448  =   0.99961277
 ME2301
 ME2301:                Primary Azimuth Mark                     Grid Az
 ME2301:SPC IN E     -  MEADER AZ MK                             077 01 32.4
 ME2301:UTM  16      -  MEADER AZ MK                             076 08 59.8
 ME2301
 ME2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6012044971(NAD 83)
 ME2301
 ME2301|---------------------------------------------------------------------|
 ME2301| PID    Reference Object                     Distance      Geod. Az  |
 ME2301|                                                           dddmmss.s |
 ME2301| CM3122 MEADER RM 2                          28.186 METERS 07045     |
 ME2301| ME2290 ROCHESTER MUNICIPAL TANK            APPROX. 6.0 KM 0760815.1 |
 ME2301| CM3120 MEADER AZ MK                                       0763711.4 |
 ME2301| ME2289 ROCHESTER CO CTHSE CLOCKTOWER       APPROX. 6.0 KM 0772344.1 |
 ME2301| CM3121 MEADER RM 1                          35.052 METERS 34211     |
 ME2301|---------------------------------------------------------------------|
 ME2301
 ME2301                          SUPERSEDED SURVEY CONTROL
 ME2301
 ME2301  NAD 83(1986)-  41 03 13.52862(N)    086 17 04.45248(W) AD(       ) 1
 ME2301  NAD 27      -  41 03 13.37940(N)    086 17 04.44500(W) AD(       ) 1
 ME2301
 ME2301.Superseded values are not recommended for survey control.
 ME2301
 ME2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2301.See file dsdata.pdf to determine how the superseded data were derived.
 ME2301
 ME2301_MARKER: DS = TRIANGULATION STATION DISK
 ME2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2301_STAMPING: MEADER 1947
 ME2301_MARK LOGO: CGS
 ME2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2301+STABILITY: SURFACE MOTION
 ME2301
 ME2301  HISTORY     - Date     Condition        Report By
 ME2301  HISTORY     - 1947     MONUMENTED       CGS
 ME2301  HISTORY     - 1952     GOOD             CGS
 ME2301
 ME2301                          STATION DESCRIPTION
 ME2301
 ME2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2301'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF ROCHESTER ON THE
 ME2301'SOUTH SIDE OF STATE HIGHWAY 14 AND ON LAND OWNED BY MR. JOHN W.
 ME2301'MEADER.  IT IS ON THE HIGHEST POINT OF A SMALL SAND RIDGE ABOUT 100
 ME2301'YARDS SOUTH OF HIGHWAY 14, 28 FEET WEST OF THE SOUTH WEST LEG OF THE
 ME2301'WIND MILL AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2301'ABOUT 3 INCHES AND THE DISK IS STAMPED MEADER 1947.
 ME2301'
 ME2301'REFERENCE MARK NO. 1 IS 115.00 FEET NORTH OF THE STATION ON THE NORTH
 ME2301'SLOPE OF THE HILL 125 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE
 ME2301'AND 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.  THE MARK
 ME2301'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEADER NO 1 1947.
 ME2301'
 ME2301'REFERENCE MARK NO. 2 IS 92.47 FEET NORTHEAST OF THE STATION ON THE
 ME2301'EAST SLOPE OF THE HILL ABOUT 100 YARDS SOUTH OF HIGHWAY 14.  THE MARK
 ME2301'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEADER NO 2 1947.
 ME2301'
 ME2301'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION IN THE SOUTHEAST ANGLE OF
 ME2301'HIGHWAY 14 AND A GRAVEL CROSSROAD.  IT IS 41 FEET EAST OF THE CENTER
 ME2301'OF THE NORTH-SOUTH ROAD, 29 FEET SOUTH OF THE CENTER OF HIGHWAY 14,
 ME2301'2.5 FEET WEST OF A WHITE WITNESS POST AND ONE FOOT NORTH OF THE FENCE.
 ME2301'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEADER 1947.
 ME2301'
 ME2301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2301'HIGHWAYS 14 AND 25 IN THE SOUTH SECTION OF ROCHESTER, GO WEST ON STATE
 ME2301'HIGHWAY 14 FOR 3.3 MILES TO A CROSS ROAD AND THE AZIMUTH MARK AS
 ME2301'DESCRIBED, CONTINUE WEST ON HIGHWAY 14 FOR 0.2 MILE TO TWO BARNS ON
 ME2301'THE LEFT, TURN LEFT BETWEEN THE BARNS AND GO ABOUT 100 YARDS TO THE
 ME2301'TOP OF THE HILL AND STATION AS DESCRIBED.
 ME2301'
 ME2301'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2301
 ME2301                          STATION RECOVERY (1952)
 ME2301
 ME2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2301'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 ME2301'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  THE
 ME2301'OLD DESCRIPTION IS ADEQUATE.
 ME2301'
 ME2301'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2387 ***********************************************************************
 ME2387  DESIGNATION -  MEDARYVILLE MUNICIPAL TANK
 ME2387  PID         -  ME2387
 ME2387  STATE/COUNTY-  IN/PULASKI
 ME2387  COUNTRY     -  US
 ME2387  USGS QUAD   -  MEDARYVILLE (2019)
 ME2387
 ME2387                         *CURRENT SURVEY CONTROL
 ME2387  ______________________________________________________________________
 ME2387* NAD 83(1997) POSITION- 41 04 49.09817(N) 086 53 18.32428(W)   ADJUSTED
 ME2387  ______________________________________________________________________
 ME2387  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME2387  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 ME2387  HORZ ORDER      -  THIRD
 ME2387
 ME2387.The horizontal coordinates were established by classical geodetic methods
 ME2387.and adjusted by the National Geodetic Survey in May 1999.
 ME2387
 ME2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2387.GEOID18 height accuracy estimate available here.
 ME2387
 ME2387.Click photographs - Photos may exist for this station.
 ME2387
 ME2387.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2387
 ME2387. The following values were computed from the NAD 83(1997) position.
 ME2387
 ME2387;                    North         East     Units Scale Factor Converg.
 ME2387;SPC IN W     -   647,494.457   916,378.321   MT  0.99996997   +0 07 41.1
 ME2387;SPC IN W     - 2,124,321.40  3,006,484.54   sFT  0.99996997   +0 07 41.1
 ME2387;UTM  16      - 4,547,677.743   509,372.364   MT  0.99960108   +0 04 23.9
 ME2387
 ME2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0937247677(NAD 83)
 ME2387
 ME2387                          SUPERSEDED SURVEY CONTROL
 ME2387
 ME2387  NAD 83(1986)-  41 04 49.10376(N)    086 53 18.33258(W) AD(       ) 3
 ME2387  NAD 27      -  41 04 48.96000(N)    086 53 18.26400(W) AD(       ) 3
 ME2387
 ME2387.Superseded values are not recommended for survey control.
 ME2387
 ME2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2387.See file dsdata.pdf to determine how the superseded data were derived.
 ME2387
 ME2387_MARKER: 53 = ELEVATED TANK
 ME2387
 ME2387  HISTORY     - Date     Condition        Report By
 ME2387  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2387
 ME2387                          STATION DESCRIPTION
 ME2387
 ME2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2387'THE STATION IS THE BALL AT THE APEX OF THE MEDARYVILLE MUNI. WATER
 ME2387'TANK, LOCATED IN THE CENTRAL
 ME2387'PART OF MEDARYVILLE.  THE TANK IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 ME2387'100 FEET HIGH, PAINTED SILVER
 ME2387'WITH THE LEGEND MEDARYVILLE ON THE EAST AND WEST SIDES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2221 ***********************************************************************
 LB2221  DESIGNATION -  MEDINA
 LB2221  PID         -  LB2221
 LB2221  STATE/COUNTY-  IN/WARREN
 LB2221  COUNTRY     -  US
 LB2221  USGS QUAD   -  CHATTERTON (2019)
 LB2221
 LB2221                         *CURRENT SURVEY CONTROL
 LB2221  ______________________________________________________________________
 LB2221* NAD 83(1997) POSITION- 40 26 47.49965(N) 087 07 51.91518(W)   ADJUSTED
 LB2221* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2221  ______________________________________________________________________
 LB2221  GEOID HEIGHT    -        -33.499 (meters)                     GEOID18
 LB2221  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 LB2221  HORZ ORDER      -  THIRD
 LB2221
 LB2221.The horizontal coordinates were established by classical geodetic methods
 LB2221.and adjusted by the National Geodetic Survey in May 1999.
 LB2221
 LB2221.The orthometric height was scaled from a topographic map.
 LB2221
 LB2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2221.GEOID18 height accuracy estimate available here.
 LB2221
 LB2221.Click photographs - Photos may exist for this station.
 LB2221
 LB2221.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2221
 LB2221. The following values were computed from the NAD 83(1997) position.
 LB2221
 LB2221;                    North         East     Units Scale Factor Converg.
 LB2221;SPC IN W     -   577,099.034   895,948.904   MT  0.99996687   -0 01 51.5
 LB2221;SPC IN W     - 1,893,365.75  2,939,459.03   sFT  0.99996687   -0 01 51.5
 LB2221;UTM  16      - 4,477,327.590   488,883.630   MT  0.99960152   -0 05 06.1
 LB2221
 LB2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2221!SPC IN W     -   0.99997201  x   0.99996687  =   0.99993888
 LB2221!UTM  16      -   0.99997201  x   0.99960152  =   0.99957354
 LB2221
 LB2221:                Primary Azimuth Mark                     Grid Az
 LB2221:SPC IN W     -  MEDINA AZ MK                             268 45 07.2
 LB2221:UTM  16      -  MEDINA AZ MK                             268 48 21.8
 LB2221
 LB2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8888377327(NAD 83)
 LB2221
 LB2221|---------------------------------------------------------------------|
 LB2221| PID    Reference Object                     Distance      Geod. Az  |
 LB2221|                                                           dddmmss.s |
 LB2221| LB2220 22 T                                 20.498 METERS 16352     |
 LB2221| CM3124 MEDINA RM 1                          28.471 METERS 23048     |
 LB2221| CM3123 MEDINA AZ MK                                       2684315.7 |
 LB2221|---------------------------------------------------------------------|
 LB2221
 LB2221                          SUPERSEDED SURVEY CONTROL
 LB2221
 LB2221  NAD 83(1986)-  40 26 47.50740(N)    087 07 51.92596(W) AD(       ) 3
 LB2221  NAD 27      -  40 26 47.37590(N)    087 07 51.88600(W) AD(       ) 3
 LB2221
 LB2221.Superseded values are not recommended for survey control.
 LB2221
 LB2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2221.See file dsdata.pdf to determine how the superseded data were derived.
 LB2221
 LB2221_MARKER: DS = TRIANGULATION STATION DISK
 LB2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2221_STAMPING: MEDINA 1948
 LB2221_MARK LOGO: CGS
 LB2221_PROJECTION: RECESSED 30 CENTIMETERS
 LB2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2221+STABILITY: SURFACE MOTION
 LB2221
 LB2221  HISTORY     - Date     Condition        Report By
 LB2221  HISTORY     - 1948     MONUMENTED       CGS
 LB2221
 LB2221                          STATION DESCRIPTION
 LB2221
 LB2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2221'STATION IS LOCATED 7 MILES EAST OF PINE VILLAGE, 6 MILES SOUTHWEST OF
 LB2221'MONTMORENCI AND 2 MILES NORTHWEST OF GREEN HILL ON PROPERTY OWNED BY
 LB2221'MR. CHARLIE ICE.  IT IS ABOUT 200 FEET SOUTHEAST OF THE SOUTHEAST
 LB2221'CORNER OF A FRAME HOUSE, 40 FEET NORTH OF THE CENTER OF STATE
 LB2221'HIGHWAY 26, 36 FEET SOUTHWEST OF A 12 INCH APPLE TREE, 16 FEET NORTH
 LB2221'OF A FENCE LINE AND WHITE WITNESS POST AND 12 FEET WEST OF A
 LB2221'FENCE LINE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 LB2221'AND THE DISK IS STAMPED MEDINA 1948.
 LB2221'
 LB2221'REFERENCE MARK NO. 1 IS 93.41 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2221'18 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A
 LB2221'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2221'MEDINA NO 1 1948.
 LB2221'
 LB2221'22 T (USGS) BM IS 67.25 FEET SOUTH OF THE STATION AND WAS USED AS A
 LB2221'REFERENCE MARK.  IT IS 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2221'AND 6 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS A 6 X 6 INCH
 LB2221'CONCRETE POST SET FLUSH WITH THE GROUND WITH A STANDARD USGS BENCH
 LB2221'MARK DISK STAMPED 22 T 1939.
 LB2221'
 LB2221'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 27 FEET EAST
 LB2221'OF A TELEPHONE POLE, 20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3
 LB2221'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 LB2221'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MEDINA 1948.
 LB2221'
 LB2221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND 26 IN
 LB2221'PINE VILLAGE, GO EAST ON HIGHWAY 26 FOR 6.5 MILE TO THE AZIMUTH MARK
 LB2221'ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE STATION ON
 LB2221'THE LEFT AS DESCRIBED.
 LB2221'
 LB2221'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1673 ***********************************************************************
 JA1673  DESIGNATION -  MEDORA
 JA1673  PID         -  JA1673
 JA1673  STATE/COUNTY-  IN/JACKSON
 JA1673  COUNTRY     -  US
 JA1673  USGS QUAD   -  MEDORA (2019)
 JA1673
 JA1673                         *CURRENT SURVEY CONTROL
 JA1673  ______________________________________________________________________
 JA1673* NAD 83(1997) POSITION- 38 49 05.63952(N) 086 11 54.88526(W)   ADJUSTED
 JA1673* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 JA1673  ______________________________________________________________________
 JA1673  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 JA1673  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 JA1673  HORZ ORDER      -  FIRST
 JA1673
 JA1673.The horizontal coordinates were established by classical geodetic methods
 JA1673.and adjusted by the National Geodetic Survey in May 1999.
 JA1673
 JA1673.The orthometric height was scaled from a topographic map.
 JA1673
 JA1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1673.GEOID18 height accuracy estimate available here.
 JA1673
 JA1673.Click photographs - Photos may exist for this station.
 JA1673
 JA1673.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1673
 JA1673. The following values were computed from the NAD 83(1997) position.
 JA1673
 JA1673;                    North         East     Units Scale Factor Converg.
 JA1673;SPC IN E     -   396,452.765    53,806.063   MT  0.99999293   -0 20 00.4
 JA1673;SPC IN E     - 1,300,695.45    176,528.73   sFT  0.99999293   -0 20 00.4
 JA1673;SPC IN W     -   396,690.249   976,836.875   MT  1.00003934   +0 33 16.7
 JA1673;SPC IN W     - 1,301,474.59  3,204,838.98   sFT  1.00003934   +0 33 16.7
 JA1673;UTM  16      - 4,296,911.067   569,574.125   MT  0.99965961   +0 30 08.6
 JA1673
 JA1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1673!SPC IN E     -   0.99996588  x   0.99999293  =   0.99995881
 JA1673!SPC IN W     -   0.99996588  x   1.00003934  =   1.00000522
 JA1673!UTM  16      -   0.99996588  x   0.99965961  =   0.99962550
 JA1673
 JA1673:                Primary Azimuth Mark                     Grid Az
 JA1673:SPC IN E     -  MEDORA AZ MK                             084 58 52.0
 JA1673:SPC IN W     -  MEDORA AZ MK                             084 05 34.9
 JA1673:UTM  16      -  MEDORA AZ MK                             084 08 43.0
 JA1673
 JA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6957496911(NAD 83)
 JA1673
 JA1673|---------------------------------------------------------------------|
 JA1673| PID    Reference Object                     Distance      Geod. Az  |
 JA1673|                                                           dddmmss.s |
 JA1673| JA1674 MEDORA MUNICIPAL TANK               APPROX. 2.9 KM 0724143.4 |
 JA1673| CG8972 MEDORA AZ MK                                       0843851.6 |
 JA1673| CG8973 MEDORA RM 1                          28.040 METERS 20115     |
 JA1673| CG8974 MEDORA RM 2                          50.969 METERS 32332     |
 JA1673|---------------------------------------------------------------------|
 JA1673
 JA1673                          SUPERSEDED SURVEY CONTROL
 JA1673
 JA1673  NAD 83(1993)-  38 49 05.64368(N)    086 11 54.88596(W) AD(       ) 1
 JA1673  NAD 83(1986)-  38 49 05.64376(N)    086 11 54.88752(W) AD(       ) 1
 JA1673  NAD 27      -  38 49 05.45000(N)    086 11 54.94900(W) AD(       ) 1
 JA1673
 JA1673.Superseded values are not recommended for survey control.
 JA1673
 JA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1673.See file dsdata.pdf to determine how the superseded data were derived.
 JA1673
 JA1673_MARKER: DS = TRIANGULATION STATION DISK
 JA1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1673_STAMPING: MEDORA 1946
 JA1673_MARK LOGO: CGS
 JA1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1673+STABILITY: SURFACE MOTION
 JA1673
 JA1673  HISTORY     - Date     Condition        Report By
 JA1673  HISTORY     - 1946     MONUMENTED       CGS
 JA1673  HISTORY     - 1967     GOOD             CGS
 JA1673
 JA1673                          STATION DESCRIPTION
 JA1673
 JA1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1673'THE STATION SITE IS AT THE SOUTH END OF A RIDGE OVERLOOKING THE WHITE
 JA1673'RIVER VALLEY, ABOUT 1 MILE WEST OF MEDORA, ABOUT 200 FEET
 JA1673'SOUTHWEST OF A FARM HOUSE, 4.5 FEET NORTH OF A WITNESS POST AND IS
 JA1673'LOCATED IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD. THE MARK
 JA1673'PROJECTS 6 INCHES AND THE DISK IS STAMPED MEDORA 1946.
 JA1673'
 JA1673'REFERENCE MARK NO. 1 IS 91.99 FEET SOUTHWEST OF THE STATION IN A
 JA1673'CLUMP OF OAK TREES ON THE SOUTHWEST SLOPE OF THE HILL. THE
 JA1673'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED MEDORA NO 1 1946.
 JA1673'
 JA1673'REFERENCE MARK NO. 2 IS 167.22 FEET NORTH OF THE STATION, 67 FEET
 JA1673'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 13 FEET NORTHWEST
 JA1673'OF THE CENTERLINE OF A TRACK ROAD AND 5 FEET SOUTHWEST OF A BLACK OAK
 JA1673'TREE 11 INCHES IN DIAMETER. THE MARK PROJECTS 1 INCH AND THE DISK
 JA1673'IS STAMPED MEDORA NO 2 1946.
 JA1673'
 JA1673'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTHEAST OF THE STATION, 30 FEET
 JA1673'SOUTH OF THE CENTERLINE OF HIGHWAY 235, 18 FEET WEST OF A
 JA1673'TELEPHONE POLE AND 14 FEET SOUTH OF A SIGN MEDORA, AND AT THE EASTERN
 JA1673'EDGE OF TOWN. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1673'STAMPED MEDORA 1946.
 JA1673'
 JA1673'TO REACH STATION FROM RAILROAD CROSSING ON THE MAIN STREET OF MEDORA,
 JA1673'GO SOUTH ON STATE ROUTE 235 FOR 0.15 MILE TO A POINT WHERE ROUTE
 JA1673'235 TURNS LEFT, HERE TURN RIGHT ON A BLACK TOP ROAD AND GO 0.05 MILE,
 JA1673'THENCE LEFT AND FOLLOW BLACK TOP ROAD FOR 1.05 MILES TO A BRICK
 JA1673'YARD ENTRANCE, THIS IS JUST AFTER CROSSING THE RAILROAD TRACKS, ENTER
 JA1673'BRICK YARD AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK UP THE HILL
 JA1673'AND GO 0.8 MILE TO A REVERSE Y, GO SHARP LEFT AND FOLLOW
 JA1673'TRACK ROAD FOR 0.2 MILE TO A HOUSE AND STATION SITE ON LEFT.
 JA1673'
 JA1673'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1673
 JA1673                          STATION RECOVERY (1967)
 JA1673
 JA1673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1673'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 JA1673'DESCRIBED AND FOUND IN GOOD CONDITION. THE PREVIOUS
 JA1673'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1673'
 JA1673'REFERENCE MARK 2 IS 16 FEET SOUTHWEST OF A 20 INCH OAK TREE.
 JA1673'
 JA1673'THE AZIMUTH MARK IS 21 FEET EAST OF A FENCE LINE AND 1 FOOT WEST OF A
 JA1673'METAL WITNESS POST.
 JA1673'
 JA1673'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE STATE HIGHWAY TURNS
 JA1673'LEFT, GO EAST ON HIGHWAY 235 FOR 0.25 MILE TO A SHARP CURVE
 JA1673'LEFT AND THE AZIMUTH MARK SOUTH OF THIS CURVE.
 JA1673'
 JA1673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE WEST OF
 JA1673'MEDORA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1832 ***********************************************************************
 JA1832  DESIGNATION -  MEINRAD
 JA1832  PID         -  JA1832
 JA1832  STATE/COUNTY-  IN/SPENCER
 JA1832  COUNTRY     -  US
 JA1832  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1832
 JA1832                         *CURRENT SURVEY CONTROL
 JA1832  ______________________________________________________________________
 JA1832* NAD 83(1997) POSITION- 38 10 14.89408(N) 086 50 35.31337(W)   ADJUSTED
 JA1832* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 JA1832  ______________________________________________________________________
 JA1832  GEOID HEIGHT    -        -32.240 (meters)                     GEOID18
 JA1832  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 JA1832  HORZ ORDER      -  SECOND
 JA1832
 JA1832.The horizontal coordinates were established by classical geodetic methods
 JA1832.and adjusted by the National Geodetic Survey in May 1999.
 JA1832
 JA1832.The orthometric height was scaled from a topographic map.
 JA1832
 JA1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1832.GEOID18 height accuracy estimate available here.
 JA1832
 JA1832.Click photographs - Photos may exist for this station.
 JA1832
 JA1832.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1832
 JA1832. The following values were computed from the NAD 83(1997) position.
 JA1832
 JA1832;                    North         East     Units Scale Factor Converg.
 JA1832;SPC IN W     -   324,479.567   921,046.831   MT  0.99997212   +0 08 54.4
 JA1832;SPC IN W     - 1,064,563.38  3,021,801.14   sFT  0.99997212   +0 08 54.4
 JA1832;UTM  16      - 4,224,777.968   513,739.661   MT  0.99960232   +0 05 49.0
 JA1832
 JA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1832!SPC IN W     -   0.99997620  x   0.99997212  =   0.99994832
 JA1832!UTM  16      -   0.99997620  x   0.99960232  =   0.99957853
 JA1832
 JA1832:                Primary Azimuth Mark                     Grid Az
 JA1832:SPC IN W     -  MEINRAD AZ MK                            095 32 57.8
 JA1832:UTM  16      -  MEINRAD AZ MK                            095 36 03.2
 JA1832
 JA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1373924777(NAD 83)
 JA1832
 JA1832|---------------------------------------------------------------------|
 JA1832| PID    Reference Object                     Distance      Geod. Az  |
 JA1832|                                                           dddmmss.s |
 JA1832| CG8976 MEINRAD RM 1                         32.757 METERS 07246     |
 JA1832| CG8975 MEINRAD AZ MK                                      0954152.2 |
 JA1832| JA1827 ST MEINRAD ABBEY NORTH SPIRE        APPROX. 2.9 KM 0995442.6 |
 JA1832| JA1829 ST MEINRAD ABBEY SOUTH SPIRE        APPROX. 2.9 KM 1001043.6 |
 JA1832| JA1826 ST MEINRAD ABBEY PWRHSE STACK       APPROX. 3.0 KM 1021216.8 |
 JA1832| CG8977 MEINRAD RM 2                         29.438 METERS 17029     |
 JA1832|---------------------------------------------------------------------|
 JA1832
 JA1832                          SUPERSEDED SURVEY CONTROL
 JA1832
 JA1832  NAD 83(1993)-  38 10 14.89680(N)    086 50 35.31530(W) AD(       ) 2
 JA1832  NAD 83(1986)-  38 10 14.90144(N)    086 50 35.31690(W) AD(       ) 2
 JA1832  NAD 27      -  38 10 14.70100(N)    086 50 35.34800(W) AD(       ) 2
 JA1832
 JA1832.Superseded values are not recommended for survey control.
 JA1832
 JA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1832.See file dsdata.pdf to determine how the superseded data were derived.
 JA1832
 JA1832_MARKER: DS = TRIANGULATION STATION DISK
 JA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1832_STAMPING: MEINRAD 1946
 JA1832_MARK LOGO: CGS
 JA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1832+STABILITY: SURFACE MOTION
 JA1832
 JA1832  HISTORY     - Date     Condition        Report By
 JA1832  HISTORY     - 1946     MONUMENTED       CGS
 JA1832  HISTORY     - 20110324 POOR             GEOCAC
 JA1832
 JA1832                          STATION DESCRIPTION
 JA1832
 JA1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1832'THE STATION IS LOCATED 1.9 MILES WEST ON STATE HIGHWAY 62 FROM THE
 JA1832'JUNCTION OF STATE HIGHWAYS 545 AND 62 IN ST MEINRAD.  IT IS AT THE
 JA1832'SITE OF A ROAD SIDE TABLE, 37 FEET WEST OF THE CENTERLINE OF THE
 JA1832'HIGHWAY AND 5.5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 3
 JA1832'INCHES AND THE DISK IS STAMPED MEINRAD 1946.
 JA1832'
 JA1832'REFERENCE MARK NO 1 IS 107.47 FEET NORTHEAST OF THE STATION, 34 FEET
 JA1832'EAST OF THE CENTERLINE OF THE HIGHWAY AND IS ON THE NORTHWEST EDGE OF
 JA1832'A CULTIVATED FIELD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JA1832'STAMPED MEINRAD NO 1 1946.
 JA1832'
 JA1832'REFERENCE MARK NO 2 IS 96.58 FEET SOUTHEAST OF THE STATION, 29 FEET
 JA1832'EAST OF THE CENTERLINE OF THE HIGHWAY AND 4.5 FEET NORTH OF A
 JA1832'POWERLINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MEINRAD
 JA1832'NO 2 1946.
 JA1832'
 JA1832'THE AZIMUTH MARK IS 0.9 MILE WEST ON HIGHWAY 62 FROM THE JUNCTION OF
 JA1832'HIGHWAYS 545 AND 62 IN ST MEINRAD, APPROXIMATELY 0.9 MILE EAST OF THE
 JA1832'STATION, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH
 JA1832'OF A FENCELINE, 4 FEET NORTHWEST OF A WITNESS POST, AND 2 FEET WEST OF
 JA1832'A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1832'MEINRAD 1946.
 JA1832'
 JA1832'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA1832
 JA1832                          STATION RECOVERY (2011)
 JA1832
 JA1832'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1832'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION. WHAT I THINK IS THE
 JA1832'STATION MARK WAS FOUND PUSHED OVER AND PARTIALLY BURIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2225 ***********************************************************************
 LB2225  DESIGNATION -  MELLOTT
 LB2225  PID         -  LB2225
 LB2225  STATE/COUNTY-  IN/FOUNTAIN
 LB2225  COUNTRY     -  US
 LB2225  USGS QUAD   -  MELLOTT (2019)
 LB2225
 LB2225                         *CURRENT SURVEY CONTROL
 LB2225  ______________________________________________________________________
 LB2225* NAD 83(1997) POSITION- 40 09 34.97533(N) 087 08 57.70217(W)   ADJUSTED
 LB2225* NAVD 88 ORTHO HEIGHT -   217.14  (+/-2cm)      712.4   (feet) VERTCON3
 LB2225  ______________________________________________________________________
 LB2225  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 LB2225  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 LB2225  HORZ ORDER      -  FIRST
 LB2225  VERT ORDER      -  THIRD ? (See Below)
 LB2225
 LB2225.The horizontal coordinates were established by classical geodetic methods
 LB2225.and adjusted by the National Geodetic Survey in May 1999.
 LB2225
 LB2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2225
 LB2225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2225.GEOID18 height accuracy estimate available here.
 LB2225
 LB2225.The vertical order pertains to the NGVD 29 superseded value.
 LB2225
 LB2225.Click photographs - Photos may exist for this station.
 LB2225
 LB2225.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2225
 LB2225. The following values were computed from the NAD 83(1997) position.
 LB2225
 LB2225;                    North         East     Units Scale Factor Converg.
 LB2225;SPC IN W     -   545,253.319   894,374.928   MT  0.99996706   -0 02 33.3
 LB2225;SPC IN W     - 1,788,885.26  2,934,295.08   sFT  0.99996706   -0 02 33.3
 LB2225;UTM  16      - 4,445,495.000   487,280.280   MT  0.99960199   -0 05 46.8
 LB2225
 LB2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2225!SPC IN W     -   0.99997116  x   0.99996706  =   0.99993822
 LB2225!UTM  16      -   0.99997116  x   0.99960199  =   0.99957316
 LB2225
 LB2225:                Primary Azimuth Mark                     Grid Az
 LB2225:SPC IN W     -  MELLOTT AZ MK                            278 29 21.1
 LB2225:UTM  16      -  MELLOTT AZ MK                            278 32 34.6
 LB2225
 LB2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8728045494(NAD 83)
 LB2225
 LB2225|---------------------------------------------------------------------|
 LB2225| PID    Reference Object                     Distance      Geod. Az  |
 LB2225|                                                           dddmmss.s |
 LB2225| CM3126 MELLOTT RM 1                         43.117 METERS 10113     |
 LB2225| LB2228 VEEDERSBURG MUNICIPAL SPIPE         APPROX.10.6 KM 2435301.0 |
 LB2225| CM3125 MELLOTT AZ MK                                      2782647.8 |
 LB2225| CM3127 MELLOTT RM 2                         25.103 METERS 35028     |
 LB2225|---------------------------------------------------------------------|
 LB2225
 LB2225                          SUPERSEDED SURVEY CONTROL
 LB2225
 LB2225  NAD 83(1986)-  40 09 34.98377(N)    087 08 57.71448(W) AD(       ) 1
 LB2225  NAD 27      -  40 09 34.84120(N)    087 08 57.68800(W) AD(       ) 1
 LB2225  NGVD 29             217.22   (m)          712.7    (f) LEVELING    3  
 LB2225
 LB2225.Superseded values are not recommended for survey control.
 LB2225
 LB2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2225.See file dsdata.pdf to determine how the superseded data were derived.
 LB2225
 LB2225_MARKER: DS = TRIANGULATION STATION DISK
 LB2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2225_STAMPING: MELLOTT 1934
 LB2225_MARK LOGO: CGS
 LB2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2225+STABILITY: SURFACE MOTION
 LB2225
 LB2225  HISTORY     - Date     Condition        Report By
 LB2225  HISTORY     - 1934     MONUMENTED       CGS
 LB2225  HISTORY     - 1948     GOOD             CGS
 LB2225
 LB2225                          STATION DESCRIPTION
 LB2225
 LB2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2225'IN THE SOUTHWEST CORNER OF THE SCHOOLHOUSE LOT, WHICH IS IN THE
 LB2225'SOUTHERN PART OF THE TOWN OF MELLOTT, 15 FEET EAST OF FENCE LINE, 27
 LB2225'FEET NORTH OF FENCE LINE, 84 PACES SOUTH-SOUTHWEST OF THE SOUTHWEST
 LB2225'CORNER OF THE SCHOOLHOUSE, AND PROJECTS 1 INCH.
 LB2225'
 LB2225'MELLOTT CAN BE REACHED BY GOOD GRAVEL ROADS AND THE SCHOOLHOUSE IS
 LB2225'0.2 MILE SOUTH OF THE MAIN PART OF TOWN.
 LB2225'
 LB2225'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2225'DISKS SET IN CONCRETE, AS DESCRIBED.
 LB2225'
 LB2225'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 75 FEET WEST OF CENTER
 LB2225'LINE OF ROAD, 6 INCHES NORTH OF FENCE LINE, AND PROJECTS 2 INCHES.
 LB2225'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 1 FOOT EAST OF FENCE
 LB2225'LINE, 6 FEET SOUTH OF A WALNUT TREE, AND PROJECTS 2 INCHES.
 LB2225'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 187.17 FEET.
 LB2225'
 LB2225'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 0.4 MILE WEST OF THE
 LB2225'SCHOOLHOUSE, 1 FOOT EAST OF FENCE LINE, 10 FEET SOUTH OF FENCE
 LB2225'CORNER, 30 FEET SOUTH OF CENTER LINE OF ROAD, 30 FEET NORTHEAST OF
 LB2225'WHITE BARN, AND PROJECTS 8 INCHES.
 LB2225
 LB2225                          STATION RECOVERY (1948)
 LB2225
 LB2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2225'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2283 ***********************************************************************
 ME2283  DESIGNATION -  MENTONE
 ME2283  PID         -  ME2283
 ME2283  STATE/COUNTY-  IN/KOSCIUSKO
 ME2283  COUNTRY     -  US
 ME2283  USGS QUAD   -  MENTONE (2019)
 ME2283
 ME2283                         *CURRENT SURVEY CONTROL
 ME2283  ______________________________________________________________________
 ME2283* NAD 83(1997) POSITION- 41 10 23.69789(N) 086 00 27.71359(W)   ADJUSTED
 ME2283* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 ME2283  ______________________________________________________________________
 ME2283  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME2283  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 ME2283  HORZ ORDER      -  SECOND
 ME2283
 ME2283.The horizontal coordinates were established by classical geodetic methods
 ME2283.and adjusted by the National Geodetic Survey in May 1999.
 ME2283
 ME2283.The orthometric height was scaled from a topographic map.
 ME2283
 ME2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2283.GEOID18 height accuracy estimate available here.
 ME2283
 ME2283.Click photographs - Photos may exist for this station.
 ME2283
 ME2283.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2283
 ME2283. The following values were computed from the NAD 83(1997) position.
 ME2283
 ME2283;                    North         East     Units Scale Factor Converg.
 ME2283;SPC IN E     -   657,853.937    71,383.441   MT  0.99997674   -0 13 28.3
 ME2283;SPC IN E     - 2,158,309.12    234,197.17   sFT  0.99997674   -0 13 28.3
 ME2283;UTM  16      - 4,558,464.221   583,235.757   MT  0.99968527   +0 39 11.9
 ME2283
 ME2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2283!SPC IN E     -   0.99996296  x   0.99997674  =   0.99993970
 ME2283!UTM  16      -   0.99996296  x   0.99968527  =   0.99964824
 ME2283
 ME2283:                Primary Azimuth Mark                     Grid Az
 ME2283:SPC IN E     -  ARGOS                                    281 17 07.0
 ME2283:UTM  16      -  ARGOS                                    280 24 26.8
 ME2283
 ME2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8323558464(NAD 83)
 ME2283
 ME2283|---------------------------------------------------------------------|
 ME2283| PID    Reference Object                     Distance      Geod. Az  |
 ME2283|                                                           dddmmss.s |
 ME2283| CM3132 MENTONE RM 1                         42.733 METERS 00726     |
 ME2283| CM3133 MENTONE RM 2                         35.006 METERS 24751     |
 ME2283| ME2297 ARGOS                               APPROX.18.6 KM 2810338.7 |
 ME2283| ME2276 BOURBON MUNICIPAL STANDPIPE         APPROX.16.5 KM 3264029.3 |
 ME2283|---------------------------------------------------------------------|
 ME2283
 ME2283                          SUPERSEDED SURVEY CONTROL
 ME2283
 ME2283  NAD 83(1986)-  41 10 23.70222(N)    086 00 27.72331(W) AD(       ) 2
 ME2283  NAD 27      -  41 10 23.54570(N)    086 00 27.73720(W) AD(       ) 2
 ME2283
 ME2283.Superseded values are not recommended for survey control.
 ME2283
 ME2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2283.See file dsdata.pdf to determine how the superseded data were derived.
 ME2283
 ME2283_MARKER: DS = TRIANGULATION STATION DISK
 ME2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2283_STAMPING: MENTONE 1952
 ME2283_MARK LOGO: CGS
 ME2283_PROJECTION: FLUSH
 ME2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2283+STABILITY: SURFACE MOTION
 ME2283
 ME2283  HISTORY     - Date     Condition        Report By
 ME2283  HISTORY     - 1952     MONUMENTED       CGS
 ME2283  HISTORY     - 19960711 GOOD             USPSQD
 ME2283
 ME2283                          STATION DESCRIPTION
 ME2283
 ME2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2283'STATION IS LOCATED ON THE PROPERTY OF KEITH GOODMAN, WHICH IS ON THE
 ME2283'SOUTH SIDE OF STATE HIGHWAY 25 ABOUT 1-1/2 MILES EAST OF MENTONE.  IT
 ME2283'IS 160 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 45 FEET NORTH OF THE
 ME2283'NORTHEAST CORNER OF MR. GOODMANS BARN AND 1 FOOT WEST OF A FENCE.  THE
 ME2283'MARK IS FLUSH AND THE DISK IS STAMPED MENTONE 1952.
 ME2283'
 ME2283'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 20
 ME2283'FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS
 ME2283'FLUSH AND THE DISK IS STAMPED MENTONE NO 1 1952.
 ME2283'
 ME2283'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE NORTHWEST CORNER OF THE
 ME2283'BARN AND 3 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2283'STAMPED MENTONE NO 2 1952.
 ME2283'
 ME2283'BENCH MARK U 145 WAS USED AS AN AZIMUTH MARK.  IT IS 39 FEET NORTHWEST
 ME2283'OF THE NORTHWEST CORNER OF A HOUSE, 24 FEET SOUTH OF THE CENTER OF
 ME2283'HIGHWAY 25 AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A
 ME2283'CONCRETE MONUMENT, 10 INCHES SQUARE, SET FLUSH WITH THE GROUND AND THE
 ME2283'DISK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED U 145
 ME2283'1946.
 ME2283'
 ME2283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 25 IN
 ME2283'MENTONE, GO EAST ON HIGHWAY 25 FOR 1.35 MILES TO THE BENCH MARK ON THE
 ME2283'RIGHT AS DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO MR.
 ME2283'GOODMANS FARM BUILDINGS ON THE RIGHT AND THE STATION AS DESCRIBED.
 ME2283'
 ME2283'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2283
 ME2283                          STATION RECOVERY (1996)
 ME2283
 ME2283'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0549 ***********************************************************************
 JA0549  DESIGNATION -  MENTOR
 JA0549  PID         -  JA0549
 JA0549  STATE/COUNTY-  IN/DUBOIS
 JA0549  COUNTRY     -  US
 JA0549  USGS QUAD   -  BIRDSEYE (2019)
 JA0549
 JA0549                         *CURRENT SURVEY CONTROL
 JA0549  ______________________________________________________________________
 JA0549* NAD 83(1997) POSITION- 38 19 11.93230(N) 086 42 59.13768(W)   ADJUSTED
 JA0549* NAVD 88 ORTHO HEIGHT -   232.175 (meters)      761.73  (feet) ADJUSTED
 JA0549  ______________________________________________________________________
 JA0549  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 JA0549  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 JA0549  DYNAMIC HEIGHT  -        232.017 (meters)      761.21  (feet) COMP
 JA0549  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 JA0549
 JA0549  HORZ ORDER      -  FIRST
 JA0549  VERT ORDER      -  FIRST     CLASS II
 JA0549
 JA0549.The horizontal coordinates were established by classical geodetic methods
 JA0549.and adjusted by the National Geodetic Survey in May 1999.
 JA0549
 JA0549.The orthometric height was determined by differential leveling and
 JA0549.adjusted by the NATIONAL GEODETIC SURVEY
 JA0549.in June 1991.
 JA0549
 JA0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0549.GEOID18 height accuracy estimate available here.
 JA0549
 JA0549.Click photographs - Photos may exist for this station.
 JA0549
 JA0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0549
 JA0549.The dynamic height is computed by dividing the NAVD 88
 JA0549.geopotential number by the normal gravity value computed on the
 JA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0549.degrees latitude (g = 980.6199 gals.).
 JA0549
 JA0549.The modeled gravity was interpolated from observed gravity values.
 JA0549
 JA0549. The following values were computed from the NAD 83(1997) position.
 JA0549
 JA0549;                    North         East     Units Scale Factor Converg.
 JA0549;SPC IN W     -   341,074.297   932,084.727   MT  0.99997934   +0 13 39.0
 JA0549;SPC IN W     - 1,119,007.92  3,058,014.64   sFT  0.99997934   +0 13 39.0
 JA0549;UTM  16      - 4,241,356.603   524,788.395   MT  0.99960757   +0 10 33.0
 JA0549
 JA0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0549!SPC IN W     -   0.99996871  x   0.99997934  =   0.99994805
 JA0549!UTM  16      -   0.99996871  x   0.99960757  =   0.99957629
 JA0549
 JA0549:                Primary Azimuth Mark                     Grid Az
 JA0549:SPC IN W     -  MIFFLIN                                  108 02 07.8
 JA0549:UTM  16      -  MIFFLIN                                  108 05 13.8
 JA0549
 JA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2478841356(NAD 83)
 JA0549
 JA0549|---------------------------------------------------------------------|
 JA0549| PID    Reference Object                     Distance      Geod. Az  |
 JA0549|                                                           dddmmss.s |
 JA0549| JA1794 MIFFLIN                             APPROX.14.1 KM 1081546.8 |
 JA0549| JA0548 MENTOR RM 1                          24.201 METERS 18240     |
 JA0549| CG8979 MENTOR AZ MK                                       2184857.4 |
 JA0549| JA0550 MENTOR RM 2                          26.386 METERS 31328     |
 JA0549|---------------------------------------------------------------------|
 JA0549
 JA0549                          SUPERSEDED SURVEY CONTROL
 JA0549
 JA0549  NAD 83(1993)-  38 19 11.93562(N)    086 42 59.13950(W) AD(       ) 1
 JA0549  NAD 83(1986)-  38 19 11.93888(N)    086 42 59.14122(W) AD(       ) 1
 JA0549  NAD 27      -  38 19 11.73400(N)    086 42 59.17600(W) AD(       ) 1
 JA0549  NGVD 29 (??/??/92)  232.285  (m)          762.09   (f) ADJ UNCH    1 2
 JA0549  NGVD 29             232.28   (m)          762.1    (f) LEVELING    3  
 JA0549
 JA0549.Superseded values are not recommended for survey control.
 JA0549
 JA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0549.See file dsdata.pdf to determine how the superseded data were derived.
 JA0549
 JA0549_MARKER: DS = TRIANGULATION STATION DISK
 JA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0549_STAMPING: MENTOR 1946
 JA0549_MARK LOGO: CGS
 JA0549_PROJECTION: RECESSED 15 CENTIMETERS
 JA0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0549+STABILITY: SURFACE MOTION
 JA0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0549+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 JA0549
 JA0549  HISTORY     - Date     Condition        Report By
 JA0549  HISTORY     - 1946     MONUMENTED       CGS
 JA0549  HISTORY     - 1965     GOOD             CGS
 JA0549  HISTORY     - 1965     GOOD             CGS
 JA0549  HISTORY     - 1965     GOOD             CGS
 JA0549  HISTORY     - 19970101 GOOD             INDNR
 JA0549  HISTORY     - 20060728 GOOD             LNDMRK
 JA0549  HISTORY     - 20150325 GOOD             BFSINC
 JA0549
 JA0549                          STATION DESCRIPTION
 JA0549
 JA0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0549'THIS STATION IS ABOUT 1 MILE WEST OF BIRDSEYE AND ABOUT 0.1 MILE
 JA0549'NORTHEAST OF MENTOR, ON LAND OWNED AND OCCUPIED BY JAMES F SANDERS.
 JA0549'THE STATION MARK IS IN THE NORTHEAST CORNER OF THE LARGE FIELD WHICH
 JA0549'LIES NORTH OF THE SANDERS BARN, 34 FEET SOUTHWEST OF A FENCE CORNER,
 JA0549'39 FEET WEST OF AN OLD ROAD CUT AND 17 FEET WEST OF A WHITE WITNESS
 JA0549'POST.  THE MARK IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED MENTOR
 JA0549'1946.
 JA0549'
 JA0549'REFERENCE MARK NO 1 IS 77.24 FEET SOUTH OF THE STATION, 105 FEET SOUTH
 JA0549'OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE, NEAR THE BANK OF THE OLD
 JA0549'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MENTOR NO 1
 JA0549'1946.
 JA0549'
 JA0549'REFERENCE MARK NO 2 IS 86.57 FEET NORTHWEST OF THE STATION, 90 FEET
 JA0549'WEST OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE, NEAR THE BANK OF
 JA0549'THE OLD ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0549'MENTOR NO 2 1946.
 JA0549'
 JA0549'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION ALONG STATE HIGHWAY 64,
 JA0549'32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A
 JA0549'WHITE WITNESS POST, AT THE TOP OF A HILL.  THE MARK PROJECTS 4 INCHES
 JA0549'AND THE DISK IS STAMPED MENTOR 1946.
 JA0549'
 JA0549'TO REACH FROM MENTOR, GO TO THE EAST PART OF THE VILLAGE TO THE HOUSE
 JA0549'AND FARM OF JAMES F SANDERS WITH THE HOUSE ON THE SOUTH SIDE OF STATE
 JA0549'HIGHWAY 64 AND HIS BARN ON THE NORTH.  GO NORTH ALONG AN OLD ROAD CUT
 JA0549'WHICH IS EAST OF THE BARN FOR ABOUT 0.1 MILE TO THE STATION ON THE
 JA0549'LEFT AT THE TOP OF A RISE.
 JA0549'
 JA0549'FROM THE OLD ROAD CUT, GO SOUTHWEST ON STATE HIGHWAY 64 FOR 0.7 MILE
 JA0549'TO THE AZIMUTH MARK ON THE LEFT.
 JA0549'
 JA0549'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0549
 JA0549                          STATION RECOVERY (1965)
 JA0549
 JA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0549'THE STATION MARK, STAMPED MENTOR 1946, IS ABOUT 0.1 MILE NORTH ALONG
 JA0549'STATE HIGHWAY 145 FROM THE POST OFFICE AT BIRDSEYE, THENCE 1.1 MILES
 JA0549'WEST ALONG THE SOUTHERN RAILWAY, THENCE 0.2 MILE SOUTHWEST ALONG STATE
 JA0549'HIGHWAY 64, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD, IN SECTION 26,
 JA0549'T 2 S, R 3 W, 40 FEET NORTH OF A LARGE FORKED OAK TREE, 1.5 FEET WEST
 JA0549'OF A METAL WITNESS POST, ABOUT 14 FEET ABOVE THE LEVEL OF THE PRIVATE
 JA0549'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 12-INCHES BELOW
 JA0549'THE SURFACE OF THE GROUND.
 JA0549'
 JA0549'R.M. 1, STAMPED MENTOR NO 1 1946, IS 77.2 FEET SOUTH OF THE STATION
 JA0549'MARK, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST
 JA0549'OF A LARGE OAK TREE, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JA0549'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0549'
 JA0549'R.M. 2, STAMPED MENDOR NO 2 1946, IS 86.5 FEET NORTHWEST OF THE
 JA0549'STATION MARK, 90 FEET WEST OF A 16-INCH HICKORY TREE, 1 FOOT SOUTH OF
 JA0549'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0549
 JA0549                          STATION RECOVERY (1965)
 JA0549
 JA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA0549'RECOVERED AND FOUND IN EXCELLENT CONDITION.  THE AZIMUTH MARK WAS
 JA0549'FOUND DISTURBED BY GRADING EQUIPMENT AND THE CONCRETE MONUMENT
 JA0549'BROKEN OFF ABOUT 14 INCHES BELOW THE SURFACE.  THE DISK WAS REMOVED
 JA0549'DURING THIS VISITATION.  NO NEW AZIMUTH MARK WAS ESTABLISHED AS
 JA0549'NOTHING WAS NOW VISIBLE FROM THE GROUND FOR USE IN ESTABLISHING
 JA0549'A NEW MARK.
 JA0549'
 JA0549'THE STATION DESCRIPTION AND TO-REACH IS COMPLETELY ADEQUATE WITH
 JA0549'THE FOLLOWING ADDED NOTATIONS.  A METAL WITNESS POST AND SIGN WAS
 JA0549'SET 1.0 FOOT EAST OF THE STATION AND THE HORIZONTAL DISTANCE
 JA0549'BETWEEN THE REFERENCE MARKS WAS MEASURED, THE DISTANCE BEING 148.97
 JA0549'FEET.
 JA0549
 JA0549                          STATION RECOVERY (1965)
 JA0549
 JA0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0549'1.6 MI NW FROM BIRDSEYE.
 JA0549'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0549'AT BIRDSEYE, THENCE 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0549'THENCE 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 64, THENCE 0.2
 JA0549'MILE NORTH ALONG A PRIVATE ROAD, IN SECTION 26, T 2 S, R 3 W,
 JA0549'86.5 FEET SOUTHEAST OF MENTOR R.M. 2, 77.2 FEET NORTH OF MENTOR
 JA0549'R.M. 1, 40 FEET NORTH OF A LARGE FORKED OAK TREE, 1.5 FEET WEST
 JA0549'OF A METAL WITNESS POST, ABOUT 14 FEET ABOVE THE LEVEL OF THE
 JA0549'PRIVATE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 JA0549'12-INCHES BELOW THE SURFACE OF THE GROUND.
 JA0549
 JA0549                          STATION RECOVERY (1997)
 JA0549
 JA0549'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA0549'IN GOOD CONDITION.  SUCCESSFUL GPS OBSERVATION AT THIS STATION.
 JA0549
 JA0549                          STATION RECOVERY (2006)
 JA0549
 JA0549'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2006 (AJB)
 JA0549'THE STATION IS MARGINALLY SUITABLE FOR GPS OBSERVATIONS.
 JA0549
 JA0549                          STATION RECOVERY (2015)
 JA0549
 JA0549'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2015 (MAS)
 JA0549'UPDATED OWNER INFORMATION - RICKY A. AND PATRICIA M. MORGAN - 10189
 JA0549'EAST STATE ROAD 64, BIRDSEYE, IN 47513.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1017 ***********************************************************************
 DQ1017  DESIGNATION -  MENTOR RESET
 DQ1017  PID         -  DQ1017
 DQ1017  STATE/COUNTY-  IN/DUBOIS
 DQ1017  COUNTRY     -  US
 DQ1017  USGS QUAD   -  BIRDSEYE (2019)
 DQ1017
 DQ1017                         *CURRENT SURVEY CONTROL
 DQ1017  ______________________________________________________________________
 DQ1017* NAD 83(2011) POSITION- 38 19 11.03791(N) 086 42 50.27631(W)   ADJUSTED
 DQ1017* NAD 83(2011) ELLIP HT-   188.775 (meters)        (05/29/16)   ADJUSTED
 DQ1017* NAD 83(2011) EPOCH   -  2010.00
 DQ1017* NAVD 88 ORTHO HEIGHT -   221.53  (meters)      726.8   (feet) RESET
 DQ1017  ______________________________________________________________________
 DQ1017  GEOID HEIGHT    -        -32.753 (meters)                     GEOID18
 DQ1017  NAD 83(2011) X  -    287,213.856 (meters)                     COMP
 DQ1017  NAD 83(2011) Y  - -5,002,411.153 (meters)                     COMP
 DQ1017  NAD 83(2011) Z  -  3,933,466.548 (meters)                     COMP
 DQ1017  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 DQ1017  VERT ORDER      -  THIRD
 DQ1017
 DQ1017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1017  Standards:
 DQ1017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1017  -------------------------------------------------------------------
 DQ1017  NETWORK    0.87   2.06           0.40   0.29   1.05      0.23355814
 DQ1017  -------------------------------------------------------------------
 DQ1017  Click here for local accuracies and other accuracy information.
 DQ1017
 DQ1017.The horizontal coordinates were established by GPS observations
 DQ1017.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1017
 DQ1017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1017.been affixed to the stable North American tectonic plate. See 
 DQ1017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1017
 DQ1017.The horizontal coordinates are valid at the epoch date displayed above
 DQ1017.which is a decimal equivalence of Year/Month/Day.
 DQ1017
 DQ1017.The orthometric height was computed from unverified reset data.
 DQ1017
 DQ1017.No vertical observational check was made to the station.
 DQ1017
 DQ1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1017.GEOID18 height accuracy estimate available here.
 DQ1017
 DQ1017.Click photographs - Photos may exist for this station.
 DQ1017
 DQ1017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1017
 DQ1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1017
 DQ1017.The ellipsoidal height was determined by GPS observations
 DQ1017.and is referenced to NAD 83.
 DQ1017
 DQ1017. The following values were computed from the NAD 83(2011) position.
 DQ1017
 DQ1017;                    North         East     Units Scale Factor Converg.
 DQ1017;SPC IN W     -   341,047.577   932,300.087   MT  0.99997951   +0 13 44.5
 DQ1017;SPC IN W     - 1,118,920.26  3,058,721.20   sFT  0.99997951   +0 13 44.5
 DQ1017;UTM  16      - 4,241,329.700   525,003.651   MT  0.99960770   +0 10 38.5
 DQ1017
 DQ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1017!SPC IN W     -   0.99997038  x   0.99997951  =   0.99994989
 DQ1017!UTM  16      -   0.99997038  x   0.99960770  =   0.99957809
 DQ1017
 DQ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2500341329(NAD 83)
 DQ1017
 DQ1017                          SUPERSEDED SURVEY CONTROL
 DQ1017
 DQ1017.No superseded survey control is available for this station.
 DQ1017
 DQ1017_MARKER: DB = BENCH MARK DISK
 DQ1017_SETTING: 66 = SET IN ROCK OUTCROP
 DQ1017_STAMPING: MENTOR RESET 2014
 DQ1017_MARK LOGO: INDOT
 DQ1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1017+STABILITY: POSITION/ELEVATION WELL
 DQ1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1017+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 DQ1017
 DQ1017  HISTORY     - Date     Condition        Report By
 DQ1017  HISTORY     - 20140924 MONUMENTED       BFSINC
 DQ1017  HISTORY     - 20150217 GOOD             INDOT
 DQ1017
 DQ1017                          STATION DESCRIPTION
 DQ1017
 DQ1017'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1017'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF TASWELL, 6.1 MI
 DQ1017'(9.8 KM) EAST OF SAINT ANTHONY, 1.0 MI (1.6 KM) WEST-NORTHWEST OF
 DQ1017'BIRDSEYE AND 0.4 MI (0.6 KM) NORTHEAST OF MENTOR.  SET ON STATE
 DQ1017'RIGHT-OF-WAY.
 DQ1017'
 DQ1017'TO REACH FROM THE INTERSECTION OF STATE ROUTE 64 AND STATE ROUTE 145
 DQ1017'IN BIRDSEYE, GO WEST ON STATE ROUTE 64 FOR 1.1 MI (1.8 KM) TO A
 DQ1017'PRIVATE GRAVEL DRIVE TO HOUSE NUMBER 10284 ON SOUTH SIDE OF STATE
 DQ1017'ROUTE 64.  TURN LEFT (SOUTH) INTO DRIVE.  STATION IS ON THE RIGHT
 DQ1017'(NORTH) BETWEEN THE PRIVATE DRIVE AND STATE ROUTE 64.
 DQ1017'
 DQ1017'THE STATION IS LOCATED NEAR THE APPARENT SOUTH R/W OF STATE ROUTE 64
 DQ1017'IN A SANDSTONE OUTCROP 2 FT (0.6 M) SOUTHEAST OF THE TOP OF BANK, 26.5
 DQ1017'FT (8.1 M) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 64, 29.0 FT (8.8
 DQ1017'M) SOUTHWEST OF THE CENTER OF SAID PRIVATE GRAVEL DRIVE WHERE IT
 DQ1017'INTERSECTS SAID STATE ROUTE 64 AND 13.8 FT (4.2 M) NORTHWEST OF THE
 DQ1017'CENTER OF THE PORTION OF SAID DRIVE THAT RUNS NEARLY PARALLEL WITH
 DQ1017'STATE ROUTE 64.
 DQ1017'
 DQ1017'NOTE-(1) MENTOR IS NOT SCHEDULED TO BE REMOVED.  MENTOR RESET WAS
 DQ1017'ESTABLISHED TO FACILITATE GPS OBSERVATIONS.
 DQ1017
 DQ1017                          STATION RECOVERY (2015)
 DQ1017
 DQ1017'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (RCH)
 DQ1017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0548 ***********************************************************************
 JA0548  DESIGNATION -  MENTOR RM 1
 JA0548  PID         -  JA0548
 JA0548  STATE/COUNTY-  IN/DUBOIS
 JA0548  COUNTRY     -  US
 JA0548  USGS QUAD   -  BIRDSEYE (2019)
 JA0548
 JA0548                         *CURRENT SURVEY CONTROL
 JA0548  ______________________________________________________________________
 JA0548* NAD 83(1986) POSITION- 38 19 11.15   (N) 086 42 59.18   (W)   HD_HELD1
 JA0548* NAVD 88 ORTHO HEIGHT -   231.407 (meters)      759.21  (feet) ADJUSTED
 JA0548  ______________________________________________________________________
 JA0548  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 JA0548  DYNAMIC HEIGHT  -        231.249 (meters)      758.69  (feet) COMP
 JA0548  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 JA0548
 JA0548  VERT ORDER      -  FIRST     CLASS II
 JA0548
 JA0548.The horizontal coordinates were determined by differentially corrected
 JA0548.hand held GPS observations or other comparable positioning techniques
 JA0548.and have an estimated accuracy of +/- 3 meters.
 JA0548
 JA0548.The orthometric height was determined by differential leveling and
 JA0548.adjusted by the NATIONAL GEODETIC SURVEY
 JA0548.in June 1991.
 JA0548
 JA0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0548.GEOID18 height accuracy estimate available here.
 JA0548
 JA0548.Click photographs - Photos may exist for this station.
 JA0548
 JA0548.The dynamic height is computed by dividing the NAVD 88
 JA0548.geopotential number by the normal gravity value computed on the
 JA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0548.degrees latitude (g = 980.6199 gals.).
 JA0548
 JA0548.The modeled gravity was interpolated from observed gravity values.
 JA0548
 JA0548;                    North         East    Units  Estimated Accuracy
 JA0548;SPC IN W     -   341,050.2     932,083.8     MT  (+/- 3 meters HH1 GPS) 
 JA0548
 JA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2478741332(NAD 83)
 JA0548
 JA0548                          SUPERSEDED SURVEY CONTROL
 JA0548
 JA0548  NGVD 29 (??/??/92)  231.516  (m)          759.57   (f) ADJ UNCH    1 2
 JA0548
 JA0548.Superseded values are not recommended for survey control.
 JA0548
 JA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0548.See file dsdata.pdf to determine how the superseded data were derived.
 JA0548
 JA0548_MARKER: DR = REFERENCE MARK DISK
 JA0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0548_STAMPING: MENTOR NO 1 1946
 JA0548_MARK LOGO: CGS
 JA0548_PROJECTION: FLUSH
 JA0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0548+STABILITY: SURFACE MOTION
 JA0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0548+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2013
 JA0548
 JA0548  HISTORY     - Date     Condition        Report By
 JA0548  HISTORY     - 1946     MONUMENTED       CGS
 JA0548  HISTORY     - 1965     GOOD             CGS
 JA0548  HISTORY     - 19970101 GOOD             INDNR
 JA0548  HISTORY     - 20130820 GOOD             GEOCAC
 JA0548
 JA0548                          STATION DESCRIPTION
 JA0548
 JA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0548'1.6 MI NW FROM BIRDSEYE.
 JA0548'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0548'AT BIRDSEYE, THENCE 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0548'THENCE 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 64, THENCE 0.2
 JA0548'MILE NORTH ALONG A PRIVATE ROAD, IN SECTION 26, T 2 S, R 3 W,
 JA0548'77.2 FEET SOUTH OF MENTOR 1946, 26 FEET WEST OF THE CENTER LINE
 JA0548'OF A ROAD, 11 FEET SOUTHWEST OF A LARGE OAK TREE, ABOUT 15 FEET
 JA0548'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0548'POST PROJECTING 5 INCHES.
 JA0548
 JA0548                          STATION RECOVERY (1997)
 JA0548
 JA0548'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA0548'RECOVERED AS GOOD.
 JA0548
 JA0548                          STATION RECOVERY (2013)
 JA0548
 JA0548'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0548'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0550 ***********************************************************************
 JA0550  DESIGNATION -  MENTOR RM 2
 JA0550  PID         -  JA0550
 JA0550  STATE/COUNTY-  IN/DUBOIS
 JA0550  COUNTRY     -  US
 JA0550  USGS QUAD   -  BIRDSEYE (2019)
 JA0550
 JA0550                         *CURRENT SURVEY CONTROL
 JA0550  ______________________________________________________________________
 JA0550* NAD 83(1986) POSITION- 38 19 12.52   (N) 086 42 59.93   (W)   HD_HELD1
 JA0550* NAVD 88 ORTHO HEIGHT -   231.332 (meters)      758.96  (feet) ADJUSTED
 JA0550  ______________________________________________________________________
 JA0550  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 JA0550  DYNAMIC HEIGHT  -        231.174 (meters)      758.44  (feet) COMP
 JA0550  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 JA0550
 JA0550  VERT ORDER      -  FIRST     CLASS II
 JA0550
 JA0550.The horizontal coordinates were determined by differentially corrected
 JA0550.hand held GPS observations or other comparable positioning techniques
 JA0550.and have an estimated accuracy of +/- 3 meters.
 JA0550
 JA0550.The orthometric height was determined by differential leveling and
 JA0550.adjusted by the NATIONAL GEODETIC SURVEY
 JA0550.in June 1991.
 JA0550
 JA0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0550.GEOID18 height accuracy estimate available here.
 JA0550
 JA0550.Click photographs - Photos may exist for this station.
 JA0550
 JA0550.The dynamic height is computed by dividing the NAVD 88
 JA0550.geopotential number by the normal gravity value computed on the
 JA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0550.degrees latitude (g = 980.6199 gals.).
 JA0550
 JA0550.The modeled gravity was interpolated from observed gravity values.
 JA0550
 JA0550;                    North         East    Units  Estimated Accuracy
 JA0550;SPC IN W     -   341,092.3     932,065.4     MT  (+/- 3 meters HH1 GPS) 
 JA0550
 JA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2476941374(NAD 83)
 JA0550
 JA0550                          SUPERSEDED SURVEY CONTROL
 JA0550
 JA0550  NGVD 29 (??/??/92)  231.441  (m)          759.32   (f) ADJ UNCH    1 2
 JA0550
 JA0550.Superseded values are not recommended for survey control.
 JA0550
 JA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0550.See file dsdata.pdf to determine how the superseded data were derived.
 JA0550
 JA0550_MARKER: DR = REFERENCE MARK DISK
 JA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0550_STAMPING: MENTOR NO 2 1946
 JA0550_MARK LOGO: CGS
 JA0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0550+STABILITY: SURFACE MOTION
 JA0550
 JA0550  HISTORY     - Date     Condition        Report By
 JA0550  HISTORY     - 1946     MONUMENTED       CGS
 JA0550  HISTORY     - 1965     GOOD             CGS
 JA0550  HISTORY     - 19970101 GOOD             INDNR
 JA0550
 JA0550                          STATION DESCRIPTION
 JA0550
 JA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0550'1.6 MI NW FROM BIRDSEYE.
 JA0550'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0550'AT BIRDSEYE, THENCE 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA0550'THENCE 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 64, THENCE 0.2
 JA0550'MILE NORTH ALONG A PRIVATE ROAD, IN SECTION 26, T 2 S, R 3 W,
 JA0550'86.5 FEET NORTHWEST OF MENTOR 1946, 90 FEET WEST OF A 16-INCH
 JA0550'HICKORY TREE, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF
 JA0550'A CONCRETE POST PROJECTING 3 INCHES.
 JA0550
 JA0550                          STATION RECOVERY (1997)
 JA0550
 JA0550'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (RN)
 JA0550'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2146 ***********************************************************************
 LB2146  DESIGNATION -  MEODEL
 LB2146  PID         -  LB2146
 LB2146  STATE/COUNTY-  IN/JASPER
 LB2146  COUNTRY     -  US
 LB2146  USGS QUAD   -  REMINGTON (2019)
 LB2146
 LB2146                         *CURRENT SURVEY CONTROL
 LB2146  ______________________________________________________________________
 LB2146* NAD 83(2011) POSITION- 40 45 56.30406(N) 087 12 59.68886(W)   ADJUSTED
 LB2146* NAD 83(2011) ELLIP HT-   192.626 (meters)        (06/27/12)   ADJUSTED
 LB2146* NAD 83(2011) EPOCH   -  2010.00
 LB2146* NAVD 88 ORTHO HEIGHT -   226.0   (meters)      741.    (feet) GPS OBS
 LB2146  ______________________________________________________________________
 LB2146  NAVD 88 orthometric height was determined with geoid model    GEOID96
 LB2146  GEOID HEIGHT    -        -33.328 (meters)                     GEOID96
 LB2146  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 LB2146  NAD 83(2011) X  -    234,925.724 (meters)                     COMP
 LB2146  NAD 83(2011) Y  - -4,832,063.872 (meters)                     COMP
 LB2146  NAD 83(2011) Z  -  4,142,871.995 (meters)                     COMP
 LB2146  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 LB2146
 LB2146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2146  Standards:
 LB2146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2146  -------------------------------------------------------------------
 LB2146  NETWORK    0.77   1.63           0.36   0.25   0.83     -0.10778388
 LB2146  -------------------------------------------------------------------
 LB2146  Click here for local accuracies and other accuracy information.
 LB2146
 LB2146.The horizontal coordinates were established by GPS observations
 LB2146.and adjusted by the National Geodetic Survey in June 2012.
 LB2146
 LB2146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2146.been affixed to the stable North American tectonic plate. See 
 LB2146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2146
 LB2146.The horizontal coordinates are valid at the epoch date displayed above
 LB2146.which is a decimal equivalence of Year/Month/Day.
 LB2146
 LB2146.The orthometric height was determined by GPS observations and a
 LB2146.high-resolution geoid model.
 LB2146
 LB2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2146.GEOID18 height accuracy estimate available here.
 LB2146
 LB2146.Click photographs - Photos may exist for this station.
 LB2146
 LB2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2146
 LB2146.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2146
 LB2146.The ellipsoidal height was determined by GPS observations
 LB2146.and is referenced to NAD 83.
 LB2146
 LB2146. The following values were computed from the NAD 83(2011) position.
 LB2146
 LB2146;                    North         East     Units Scale Factor Converg.
 LB2146;SPC IN W     -   612,541.544   888,750.005   MT  0.99996822   -0 05 13.2
 LB2146;SPC IN W     - 2,009,646.72  2,915,840.64   sFT  0.99996822   -0 05 13.2
 LB2146;UTM  16      - 4,512,763.970   481,720.899   MT  0.99960411   -0 08 29.1
 LB2146
 LB2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2146!SPC IN W     -   0.99996978  x   0.99996822  =   0.99993801
 LB2146!UTM  16      -   0.99996978  x   0.99960411  =   0.99957391
 LB2146
 LB2146:                Primary Azimuth Mark                     Grid Az
 LB2146:SPC IN W     -  MEODEL AZ MK                             270 29 22.4
 LB2146:UTM  16      -  MEODEL AZ MK                             270 32 38.3
 LB2146
 LB2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8172012763(NAD 83)
 LB2146
 LB2146|---------------------------------------------------------------------|
 LB2146| PID    Reference Object                     Distance      Geod. Az  |
 LB2146|                                                           dddmmss.s |
 LB2146| CM3135 MEODEL RM 1                          24.314 METERS 18843     |
 LB2146| CM3134 MEODEL AZ MK                                       2702409.2 |
 LB2146| CM3136 MEODEL RM 2                          33.796 METERS 27623     |
 LB2146|---------------------------------------------------------------------|
 LB2146
 LB2146                          SUPERSEDED SURVEY CONTROL
 LB2146
 LB2146  NAD 83(2007)-  40 45 56.30423(N)    087 12 59.68991(W) AD(2002.00) 0
 LB2146  ELLIP H (02/10/07)  192.653  (m)                       GP(2002.00)    
 LB2146  NAD 83(1997)-  40 45 56.30410(N)    087 12 59.68974(W) AD(       ) B
 LB2146  ELLIP H (03/12/99)  192.655  (m)                       GP(       ) 2 1
 LB2146  NAD 83(1986)-  40 45 56.30827(N)    087 12 59.70144(W) AD(       ) 2
 LB2146  NAD 27      -  40 45 56.16090(N)    087 12 59.62910(W) AD(       ) 2
 LB2146
 LB2146.Superseded values are not recommended for survey control.
 LB2146
 LB2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2146.See file dsdata.pdf to determine how the superseded data were derived.
 LB2146
 LB2146_MARKER: DS = TRIANGULATION STATION DISK
 LB2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2146_STAMPING: MEODEL 1947
 LB2146_MARK LOGO: CGS
 LB2146_PROJECTION: FLUSH
 LB2146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2146+STABILITY: SURFACE MOTION
 LB2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2146+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB2146
 LB2146  HISTORY     - Date     Condition        Report By
 LB2146  HISTORY     - 1947     MONUMENTED       CGS
 LB2146  HISTORY     - 19980724 GOOD             WOOLPT
 LB2146  HISTORY     - 20030425 GOOD             INDIV
 LB2146  HISTORY     - 20070302 GOOD             INDIV
 LB2146  HISTORY     - 20071110 GOOD             GEOCAC
 LB2146  HISTORY     - 20080421 GOOD             FARNGP
 LB2146  HISTORY     - 20080808 GOOD             GEOCAC
 LB2146  HISTORY     - 20101022 GOOD             FARNGP
 LB2146  HISTORY     - 20120327 GOOD             IN-073
 LB2146
 LB2146                          STATION DESCRIPTION
 LB2146
 LB2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2146'THE STATION IS LOCATED 4 MILES EAST OF GOODLAND AND 3-1/2 MILES WEST
 LB2146'OF REMINGTON, ON PROPERTY OWNED BY GEORGE WOODS.  IT IS 43 FEET
 LB2146'SOUTH OF THE CENTER OF U. S. HIGHWAY 24, 25 FEET NORTHEAST OF THE
 LB2146'NORTHEAST CORNER OF A BARN, 20 FEET SOUTHWEST OF A FENCE CORNER AND
 LB2146'12 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LB2146'THE DISK IS STAMPED MEODEL 1947.
 LB2146'
 LB2146'REFERENCE MARK NO. 1 IS 79.77 FEET SOUTH OF THE STATION.  IT IS 2
 LB2146'FEET NORTHEAST OF THE NORTHWEST CORNER OF A GRANARY.  THE MARK IS
 LB2146'FLUSH AND THE DISK IS STAMPED MEODEL NO 1 1947.
 LB2146'
 LB2146'REFERENCE MARK NO. 2 IS 110.88 FEET WEST OF THE STATION.  IT IS 31
 LB2146'FEET SOUTH OF THE CENTER OF HIGHWAY 24, 7 FEET WEST OF A TELEPHONE
 LB2146'POLE AND 1 FOOT SOUTH OF A BOARD FENCE.  THE MARK PROJECTS 2 INCHES
 LB2146'AND THE DISK IS STAMPED MEODEL NO 2 1947.
 LB2146'
 LB2146'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 33 FEET
 LB2146'SOUTH OF THE CENTER OF HIGHWAY 24, 3 FEET SOUTH OF A WHITE WITNESS
 LB2146'POST AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 2
 LB2146'INCHES AND THE DISK IS STAMPED MEODEL 1947.
 LB2146'
 LB2146'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2146'HIGHWAY 53 IN REMINGTON, GO WEST ON HIGHWAY 24 FOR 3.3 MILES TO THE
 LB2146'STATION ON THE LEFT AS DESCRIBED.
 LB2146'
 LB2146'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2146
 LB2146                          STATION RECOVERY (1998)
 LB2146
 LB2146'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 LB2146'DESCRIBED BY JASPER COUNTY SURVEYORS OFFICE 1998 (KRK).   THE STATION
 LB2146'IS 3.5 MI (5.6 KM) WEST OF THE INTERSECTION OF STATE ROUTE 231 AND
 LB2146'STATE ROUTE 24 IN REMINGTON, 5.2 MI (8.4 KM) EAST OF THE INTERSECTION
 LB2146'OF IROQUOIS STREET AND STATE ROUTE 24 IN GOODLAND, ON PROPERTY OF
 LB2146'JERRY AND LINDA MARTIN, 9067 WEST HIGHWAY 24, GOODLAND 47948.  TO
 LB2146'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND STATE ROUTE
 LB2146'24 IN REMINGTON, PROCEED 3.5 MI (5.6 KM) WEST ON STATE ROUTE 24 TO THE
 LB2146'STATION ON THE LEFT, WEST OF A GRAVEL DRIVE.  THE STATION IS A
 LB2146'STANDARD DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 LB2146'STATION IS 2.5 FT (0.8 M) NORTH OF A CARSONITE SURVEY MARKER, 43 FT
 LB2146'(13.1 M) SOUTHEAST OF A UTILITY POLE, 39 FT (11.9 M) WEST OF THE
 LB2146'CENTERLINE OF A GRAVEL DRIVE, 42.5 FT (13.0 M) SOUTH OF THE CENTERLINE
 LB2146'OF STATE ROUTE 24.  REFERENCE MARK NO.  1 WAS NOT FOUND. REFERENCE
 LB2146'MARK NO.  2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 LB2146'IN GOOD CONDITION.
 LB2146
 LB2146                          STATION RECOVERY (2003)
 LB2146
 LB2146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LB2146'RECOVERED AS DESCRIBED
 LB2146
 LB2146                          STATION RECOVERY (2007)
 LB2146
 LB2146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JAB)
 LB2146'RECOVERED BY M.D. WESSLER AND ASSOCIATES
 LB2146
 LB2146                          STATION RECOVERY (2007)
 LB2146
 LB2146'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2146'FOUND STATION AND RM 2
 LB2146
 LB2146                          STATION RECOVERY (2008)
 LB2146
 LB2146'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB2146'SATELLITE OBERVATION ON MAY 2 2008
 LB2146
 LB2146                          STATION RECOVERY (2008)
 LB2146
 LB2146'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2146'FOUND STATION AND RM 2
 LB2146'
 LB2146
 LB2146                          STATION RECOVERY (2010)
 LB2146
 LB2146'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (KDV)
 LB2146'RECOVERED IN GOOD CONDITION.
 LB2146
 LB2146                          STATION RECOVERY (2012)
 LB2146
 LB2146'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB2146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1874 ***********************************************************************
 KA1874  DESIGNATION -  MEROM COLLEGE
 KA1874  PID         -  KA1874
 KA1874  STATE/COUNTY-  IN/SULLIVAN
 KA1874  COUNTRY     -  US
 KA1874  USGS QUAD   -  MEROM (2019)
 KA1874
 KA1874                         *CURRENT SURVEY CONTROL
 KA1874  ______________________________________________________________________
 KA1874* NAD 83(1997) POSITION- 39 03 02.73615(N) 087 33 53.25033(W)   ADJUSTED
 KA1874* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 KA1874  ______________________________________________________________________
 KA1874  GEOID HEIGHT    -        -32.042 (meters)                     GEOID18
 KA1874  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 KA1874  HORZ ORDER      -  FIRST
 KA1874
 KA1874.The horizontal coordinates were established by classical geodetic methods
 KA1874.and adjusted by the National Geodetic Survey in May 1999.
 KA1874
 KA1874.The orthometric height was scaled from a topographic map.
 KA1874
 KA1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1874.GEOID18 height accuracy estimate available here.
 KA1874
 KA1874.Click photographs - Photos may exist for this station.
 KA1874
 KA1874.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1874
 KA1874. The following values were computed from the NAD 83(1997) position.
 KA1874
 KA1874;                    North         East     Units Scale Factor Converg.
 KA1874;SPC IN W     -   422,241.597   858,324.091   MT  0.99998805   -0 18 12.0
 KA1874;SPC IN W     - 1,385,304.31  2,816,018.29   sFT  0.99998805   -0 18 12.0
 KA1874;UTM  16      - 4,322,561.260   451,128.489   MT  0.99962941   -0 21 21.0
 KA1874
 KA1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1874!SPC IN W     -   0.99997728  x   0.99998805  =   0.99996533
 KA1874!UTM  16      -   0.99997728  x   0.99962941  =   0.99960670
 KA1874
 KA1874:                Primary Azimuth Mark                     Grid Az
 KA1874:SPC IN W     -  HONEY CREEK RESET                        222 21 12.1
 KA1874:UTM  16      -  HONEY CREEK RESET                        222 24 21.1
 KA1874
 KA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5112822561(NAD 83)
 KA1874
 KA1874|---------------------------------------------------------------------|
 KA1874| PID    Reference Object                     Distance      Geod. Az  |
 KA1874|                                                           dddmmss.s |
 KA1874| JA2079 HONEY CREEK RESET                   APPROX.18.8 KM 2220300.1 |
 KA1874|---------------------------------------------------------------------|
 KA1874
 KA1874                          SUPERSEDED SURVEY CONTROL
 KA1874
 KA1874  NAD 83(1986)-  39 03 02.74366(N)    087 33 53.24519(W) AD(       ) 1
 KA1874  NAD 27      -  39 03 02.59300(N)    087 33 53.15800(W) AD(       ) 1
 KA1874  USSD        -  39 03 02.71400(N)    087 33 53.01700(W) AD(       ) 3
 KA1874
 KA1874.Superseded values are not recommended for survey control.
 KA1874
 KA1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1874.See file dsdata.pdf to determine how the superseded data were derived.
 KA1874
 KA1874_MARKER: 86 = CUPOLA
 KA1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1874
 KA1874  HISTORY     - Date     Condition        Report By
 KA1874  HISTORY     - 1885     FIRST OBSERVED   CGS
 KA1874  HISTORY     - 1935     GOOD             CGS
 KA1874  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KA1874  HISTORY     - 1980     GOOD             NGS
 KA1874
 KA1874                          STATION DESCRIPTION
 KA1874
 KA1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (GAF)
 KA1874'THE CENTER OF THE SPIRE ON THE CUPOLA MEROM COLLEGE. THE STATION WAS
 KA1874'MARKED ON THE INSIDE OF THE CUPOLA BY A CROSS AND A COPPER TACK
 KA1874'IN THE TOP OF THE CENTER POST OF THE SPIRAL STAIRWAY LEADING FROM THE
 KA1874'ATTIC TO THE CUPOLA.
 KA1874
 KA1874                          STATION RECOVERY (1935)
 KA1874
 KA1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 KA1874'THIS IS IN GOOD CONDITION AT THIS TIME. ALL DETAILS OF THE
 KA1874'DESCRIPTION APPLY.
 KA1874'
 KA1874'TO REACH FROM U.S. HIGHWAY 41, TAKE STATE HIGHWAY 54 AT A POINT 2.5
 KA1874'MILES SOUTH OF SULLIVAN AND GO WEST 8.75 MILES TO THE TOWN OF
 KA1874'MEROM. COLLEGE PROPERTY IS AT PRESENT IN HANDS OF RECEIVERS AND NOT
 KA1874'IN USE.
 KA1874
 KA1874                          STATION RECOVERY (1947)
 KA1874
 KA1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1874'THE COPPER TACK MARKING THE OLD STATION WAS NOT RECOVERED BECAUSE THE
 KA1874'POST IN WHICH IT HAD BEEN DRIVEN WAS BROKEN OFF AT THE TOP OF
 KA1874'THE STAIRWAY. A NEW POINT WAS TEMPORARILY ESTABLISHED ON THE TOP OF
 KA1874'THE BROKEN POST BY PLUMBING DOWN ABOUT TEN FEET FROM THE
 KA1874'CENTER OF THE SPIRE. THIS MARK WAS ONLY TEMPORARILY ESTABLISHED
 KA1874'BECAUSE THE SPIRE AND THE THIRD FLOOR OF THE COLLEGE BUILDING
 KA1874'HAVE BEEN CONDEMMED AND WILL BE TORN FROM THE REMAINDER OF THE
 KA1874'BUILDING SOON.
 KA1874'
 KA1874'MEROM COLLEGE 2 HAS BEEN ESTABLISHED WITH ALL NEW MARKS. IT IS
 KA1874'18.6124 METERS 61.064 FT NORTHEAST OF STATION MEROM COLLEGE BY
 KA1874'A TRAVERSE CONNECTION.
 KA1874
 KA1874                          STATION RECOVERY (1980)
 KA1874
 KA1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (TM)
 KA1874'MEROM COLLEGE 1947 RECOVERED IN GOOD CONDITION - 10 FEET + OR -
 KA1874'NE OF NE COR OF MEROM INST.
 KA1874'
 KA1874'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MEROM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1875 ***********************************************************************
 KA1875  DESIGNATION -  MEROM COLLEGE 2
 KA1875  PID         -  KA1875
 KA1875  STATE/COUNTY-  IN/SULLIVAN
 KA1875  COUNTRY     -  US
 KA1875  USGS QUAD   -  MEROM (2019)
 KA1875
 KA1875                         *CURRENT SURVEY CONTROL
 KA1875  ______________________________________________________________________
 KA1875* NAD 83(1997) POSITION- 39 03 03.15461(N) 087 33 52.69255(W)   ADJUSTED
 KA1875* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 KA1875  ______________________________________________________________________
 KA1875  GEOID HEIGHT    -        -32.042 (meters)                     GEOID18
 KA1875  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 KA1875  HORZ ORDER      -  FIRST
 KA1875
 KA1875.The horizontal coordinates were established by classical geodetic methods
 KA1875.and adjusted by the National Geodetic Survey in May 1999.
 KA1875
 KA1875.The orthometric height was scaled from a topographic map.
 KA1875
 KA1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1875.GEOID18 height accuracy estimate available here.
 KA1875
 KA1875.Click photographs - Photos may exist for this station.
 KA1875
 KA1875.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1875
 KA1875. The following values were computed from the NAD 83(1997) position.
 KA1875
 KA1875;                    North         East     Units Scale Factor Converg.
 KA1875;SPC IN W     -   422,254.430   858,337.571   MT  0.99998803   -0 18 11.6
 KA1875;SPC IN W     - 1,385,346.41  2,816,062.51   sFT  0.99998803   -0 18 11.6
 KA1875;UTM  16      - 4,322,574.076   451,141.976   MT  0.99962939   -0 21 20.6
 KA1875
 KA1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1875!SPC IN W     -   0.99997728  x   0.99998803  =   0.99996531
 KA1875!UTM  16      -   0.99997728  x   0.99962939  =   0.99960668
 KA1875
 KA1875:                Primary Azimuth Mark                     Grid Az
 KA1875:SPC IN W     -  MEROM COLLEGE 2 AZ MK                    041 03 14.1
 KA1875:UTM  16      -  MEROM COLLEGE 2 AZ MK                    041 06 23.1
 KA1875
 KA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5114122574(NAD 83)
 KA1875
 KA1875|---------------------------------------------------------------------|
 KA1875| PID    Reference Object                     Distance      Geod. Az  |
 KA1875|                                                           dddmmss.s |
 KA1875| CM3137 MEROM COLLEGE 2 AZ MK                              0404502.5 |
 KA1875| CM3138 MEROM COLLEGE 2 RM 1                 60.869 METERS 04426     |
 KA1875| KA1874 MEROM COLLEGE                        18.609 METERS 22606     |
 KA1875| CM3139 MEROM COLLEGE 2 RM 2                 48.098 METERS 33635     |
 KA1875|---------------------------------------------------------------------|
 KA1875
 KA1875                          SUPERSEDED SURVEY CONTROL
 KA1875
 KA1875  NAD 83(1986)-  39 03 03.16204(N)    087 33 52.68751(W) AD(       ) 1
 KA1875  NAD 27      -  39 03 03.01200(N)    087 33 52.60000(W) AD(       ) 1
 KA1875
 KA1875.Superseded values are not recommended for survey control.
 KA1875
 KA1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1875.See file dsdata.pdf to determine how the superseded data were derived.
 KA1875
 KA1875_MARKER: DS = TRIANGULATION STATION DISK
 KA1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1875_STAMPING: MEROM COLLEGE 2 1947
 KA1875_MARK LOGO: CGS
 KA1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1875+STABILITY: SURFACE MOTION
 KA1875
 KA1875  HISTORY     - Date     Condition        Report By
 KA1875  HISTORY     - 1947     MONUMENTED       CGS
 KA1875
 KA1875                          STATION DESCRIPTION
 KA1875
 KA1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1875'STATION IS IN THE SOUTH EDGE OF MEROM ON THE COLLEGE CAMPUS, 0.35
 KA1875'MILE SOUTH OF THE PUBLIC LIBRARY, 46 FEET EAST OF THE FRONT
 KA1875'STEPS OF THE COLLEGE, 21 FEET WEST OF APPROXIMATE CENTERLINE OF
 KA1875'DRIVEWAY ON EAST SIDE OF COLLEGE, 18 FEET NORTHWEST OF THE
 KA1875'NORTHEAST CORNER OF THE COLLEGE, AND 18.6124 METERS 61.064 FEET
 KA1875'NORTHEAST OF TRIANGULATION STATION MEROM COLLEGE BY A TRAVERSE
 KA1875'CONNECTION. THE UNDERGROUND MARK IS ERRONEOUSLY STAMPED MEROM COLLEGE
 KA1875'NO 2 1947. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED MEROM
 KA1875'COLLEGE 2 1947.
 KA1875'REFERENCE MARK NO. 1 IS 199.70 FEET NORTHEAST OF STATION AND 14
 KA1875'FEET NORTHWEST OF A WILLOW TREE. THE MARK PROJECTS 1 INCH, AND
 KA1875'THE DISK IS STAMPED MEROM COLLEGE 2 NO 1 1947.
 KA1875'
 KA1875'REFERENCE MARK NO. 2 IS 157.80 FEET NORTH-NORTHWEST OF STATION AND 24
 KA1875'FEET WEST OF APPROXIMATE CENTERLINE OF DRIVEWAY TO COLLEGE. THE
 KA1875'MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED MEROM COLLEGE 2 NO 2
 KA1875'1947.
 KA1875'
 KA1875'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF STATION, 29 FEET WEST OF
 KA1875'THE WEST SIDE OF MR. ST. CLAIRS BARN, AND 2 FEET EAST OF
 KA1875'WHITE WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 KA1875'STAMPED MEROM COLLEGE 2 1947.
 KA1875'
 KA1875'TO REACH AZIMUTH MARK FROM THE PUBLIC LIBRARY IN MEROM, GO EAST FOR
 KA1875'0.25 MILE TO MR. ST. CLAIRS DRIVEWAY, TURN RIGHT AND FOLLOW
 KA1875'DRIVEWAY TO WEST SIDE OF BARN, TURN RIGHT THROUGH GATE AND AZIMUTH IS
 KA1875'BESIDE FENCE.
 KA1875'
 KA1875'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2469 ***********************************************************************
 ME2469  DESIGNATION -  MERRICK
 ME2469  PID         -  ME2469
 ME2469  STATE/COUNTY-  IN/LA PORTE
 ME2469  COUNTRY     -  US
 ME2469  USGS QUAD   -  NEW BUFFALO WEST (2017)
 ME2469
 ME2469                         *CURRENT SURVEY CONTROL
 ME2469  ______________________________________________________________________
 ME2469* NAD 83(1997) POSITION- 41 45 06.87570(N) 086 46 08.93515(W)   ADJUSTED
 ME2469* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 ME2469  ______________________________________________________________________
 ME2469  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 ME2469  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 ME2469  HORZ ORDER      -  SECOND
 ME2469
 ME2469.The horizontal coordinates were established by classical geodetic methods
 ME2469.and adjusted by the National Geodetic Survey in May 1999.
 ME2469
 ME2469.The orthometric height was scaled from a topographic map.
 ME2469
 ME2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2469.GEOID18 height accuracy estimate available here.
 ME2469
 ME2469.Click photographs - Photos may exist for this station.
 ME2469
 ME2469.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2469
 ME2469. The following values were computed from the NAD 83(1997) position.
 ME2469
 ME2469;                    North         East     Units Scale Factor Converg.
 ME2469;SPC IN W     -   722,111.127   926,130.448   MT  0.99997507   +0 12 33.2
 ME2469;SPC IN W     - 2,369,126.26  3,038,479.64   sFT  0.99997507   +0 12 33.2
 ME2469;UTM  16      - 4,622,257.411   519,192.647   MT  0.99960453   +0 09 13.4
 ME2469
 ME2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2469!SPC IN W     -   0.99997287  x   0.99997507  =   0.99994794
 ME2469!UTM  16      -   0.99997287  x   0.99960453  =   0.99957741
 ME2469
 ME2469:                Primary Azimuth Mark                     Grid Az
 ME2469:SPC IN W     -  MERRICK AZ MK                            245 39 23.8
 ME2469:UTM  16      -  MERRICK AZ MK                            245 42 43.6
 ME2469
 ME2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1919222257(NAD 83)
 ME2469
 ME2469|---------------------------------------------------------------------|
 ME2469| PID    Reference Object                     Distance      Geod. Az  |
 ME2469|                                                           dddmmss.s |
 ME2469| CM3141 MERRICK RM 1                         25.778 METERS 13455     |
 ME2469| ME2441 LAPORTE MICROWAVE KSA 44 LT         APPROX.10.6 KM 1783857.5 |
 ME2469| CM3142 MERRICK RM 2                         25.175 METERS 22830     |
 ME2469| CM3140 MERRICK AZ MK                                      2455157.0 |
 ME2469|---------------------------------------------------------------------|
 ME2469
 ME2469                          SUPERSEDED SURVEY CONTROL
 ME2469
 ME2469  NAD 83(1994)-  41 45 06.88016(N)    086 46 08.93744(W) AD(       ) 2
 ME2469  NAD 83(1986)-  41 45 06.87931(N)    086 46 08.93827(W) AD(       ) 2
 ME2469  NAD 27      -  41 45 06.73070(N)    086 46 08.84150(W) AD(       ) 2
 ME2469
 ME2469.Superseded values are not recommended for survey control.
 ME2469
 ME2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2469.See file dsdata.pdf to determine how the superseded data were derived.
 ME2469
 ME2469_MARKER: DS = TRIANGULATION STATION DISK
 ME2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2469_STAMPING: MERRICK 1952
 ME2469_MARK LOGO: CGS
 ME2469_PROJECTION: FLUSH
 ME2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2469+STABILITY: SURFACE MOTION
 ME2469
 ME2469  HISTORY     - Date     Condition        Report By
 ME2469  HISTORY     - 1952     MONUMENTED       CGS
 ME2469  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2469
 ME2469                          STATION DESCRIPTION
 ME2469
 ME2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2469'STATION IS LOCATED ABOUT 8 MILES EAST OF MICHIGAN CITY, ABOUT 5 MILES
 ME2469'NORTHWEST OF SPRINGVILLE AND ABOUT 1 MILE SOUTH OF THE
 ME2469'INDIANA-MICHIGAN STATE LINE.  IT IS 38 FEET NORTH OF THE CENTER OF A
 ME2469'GRAVEL ROAD, 27 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY AND 12
 ME2469'FEET NORTH OF A WHITE WITNESS POST IN A FENCE LINE.  THE MARK IS FLUSH
 ME2469'AND THE DISK IS STAMPED MERRICK 1952.
 ME2469'
 ME2469'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2469'ROAD, 8 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 ME2469'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MERRICK NO 1
 ME2469'1952.
 ME2469'
 ME2469'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 ME2469'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME2469'DISK IS STAMPED MERRICK NO 2 1952.
 ME2469'
 ME2469'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME2469'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE
 ME2469'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MERRICK 1952.
 ME2469'
 ME2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 ME2469'HIGHWAY 212, GO NORTHEAST OF HIGHWAY 12 FOR 0.8 MILE TO GRAVEL SIDE
 ME2469'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 2.1 MILES TO THE STATION ON THE
 ME2469'LEFT AS DESCRIBED.  TO REACH AZIMUTH FROM THE STATION, GO WEST ON
 ME2469'GRAVEL ROAD FOR 0.2 MILE TO T ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO
 ME2469'AZIMUTH MARK ON THE RIGHT.
 ME2469'
 ME2469'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2469
 ME2469                          STATION RECOVERY (1989)
 ME2469
 ME2469'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME2469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2417 ***********************************************************************
 LB2417  DESIGNATION -  METEA
 LB2417  PID         -  LB2417
 LB2417  STATE/COUNTY-  IN/CASS
 LB2417  COUNTRY     -  US
 LB2417  USGS QUAD   -  LOGANSPORT (2019)
 LB2417
 LB2417                         *CURRENT SURVEY CONTROL
 LB2417  ______________________________________________________________________
 LB2417* NAD 83(1997) POSITION- 40 51 07.01344(N) 086 19 25.52909(W)   ADJUSTED
 LB2417* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 LB2417  ______________________________________________________________________
 LB2417  GEOID HEIGHT    -        -33.934 (meters)                     GEOID18
 LB2417  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 LB2417  HORZ ORDER      -  THIRD
 LB2417
 LB2417.The horizontal coordinates were established by classical geodetic methods
 LB2417.and adjusted by the National Geodetic Survey in May 1999.
 LB2417
 LB2417.The orthometric height was scaled from a topographic map.
 LB2417
 LB2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2417.GEOID18 height accuracy estimate available here.
 LB2417
 LB2417.Click photographs - Photos may exist for this station.
 LB2417
 LB2417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2417
 LB2417. The following values were computed from the NAD 83(1997) position.
 LB2417
 LB2417;                    North         East     Units Scale Factor Converg.
 LB2417;SPC IN E     -   622,325.045    44,593.640   MT  1.00000444   -0 25 47.3
 LB2417;SPC IN E     - 2,041,744.75    146,304.30   sFT  1.00000444   -0 25 47.3
 LB2417;UTM  16      - 4,522,542.149   557,000.245   MT  0.99963999   +0 26 32.4
 LB2417
 LB2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2417!SPC IN E     -   0.99996785  x   1.00000444  =   0.99997229
 LB2417!UTM  16      -   0.99996785  x   0.99963999  =   0.99960785
 LB2417
 LB2417:                Primary Azimuth Mark                     Grid Az
 LB2417:SPC IN E     -  METEA AZ MK                              194 42 03.6
 LB2417:UTM  16      -  METEA AZ MK                              193 49 43.9
 LB2417
 LB2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5700022542(NAD 83)
 LB2417
 LB2417|---------------------------------------------------------------------|
 LB2417| PID    Reference Object                     Distance      Geod. Az  |
 LB2417|                                                           dddmmss.s |
 LB2417| CC8917 METEA RM 1                           22.272 METERS 00733     |
 LB2417| CC8916 METEA AZ MK                                        1941616.3 |
 LB2417| CC8918 METEA RM 2                           23.790 METERS 28018     |
 LB2417|---------------------------------------------------------------------|
 LB2417
 LB2417                          SUPERSEDED SURVEY CONTROL
 LB2417
 LB2417  NAD 83(1986)-  40 51 07.01705(N)    086 19 25.53950(W) AD(       ) 3
 LB2417  NAD 27      -  40 51 06.87320(N)    086 19 25.53850(W) AD(       ) 3
 LB2417
 LB2417.Superseded values are not recommended for survey control.
 LB2417
 LB2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2417.See file dsdata.pdf to determine how the superseded data were derived.
 LB2417
 LB2417_MARKER: DS = TRIANGULATION STATION DISK
 LB2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2417_STAMPING: METEA 1948
 LB2417_MARK LOGO: CGS
 LB2417_PROJECTION: RECESSED 36 CENTIMETERS
 LB2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2417+STABILITY: SURFACE MOTION
 LB2417
 LB2417  HISTORY     - Date     Condition        Report By
 LB2417  HISTORY     - 1948     MONUMENTED       CGS
 LB2417  HISTORY     - 1989     GOOD             USPSQD
 LB2417
 LB2417                          STATION DESCRIPTION
 LB2417
 LB2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2417'THE STATION IS LOCATED 7 MILES NORTH OF LOGANSPORT AND 2 MILES SOUTH
 LB2417'OF METEA ON PROPERTY OWNED BY MR. JOSEPH OLIVE.  IT IS 95 FEET
 LB2417'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 25 AND A GRAVEL
 LB2417'T-ROAD WEST, 79 FEET WEST OF THE CENTER OF THE HIGHWAY, 34 FEET
 LB2417'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 13 FEET SOUTH OF A FENCE
 LB2417'LINE AND A WHITE WITNESS POST.  THE MARK IS 14 INCHES BELOW THE
 LB2417'SURFACE OF THE GROUND AND THE DISK IS STAMPED METEA 1948.
 LB2417'
 LB2417'REFERENCE MARK NO. 1 IS 73.07 FEET NORTH OF THE STATION.  IT IS 93
 LB2417'FEET WEST OF THE CENTER OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER
 LB2417'OF THE GRAVEL ROAD AND 6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 LB2417'A FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED METEA NO
 LB2417'1 1948.
 LB2417'
 LB2417'REFERENCE MARK NO. 2 IS 78.05 FEET WEST OF THE STATION.  IT IS 18
 LB2417'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF A
 LB2417'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2417'METEA NO 2 1948.
 LB2417'
 LB2417'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 125 FEET
 LB2417'NORTHWEST OF THE NORTHWEST CORNER OF THE BETHELEHEM PRESBYTERIAN
 LB2417'CHURCH, 49 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET NORTH OF
 LB2417'A POWER LINE POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2417'WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2417'STAMPED METEA 1948.
 LB2417'
 LB2417'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE EEL
 LB2417'RIVER ON STATE HIGHWAY 25 (MICHIGAN AVENUE) IN LOGANSPORT, GO NORTH
 LB2417'ON HIGHWAY 25 FOR 6.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 LB2417'DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO A GRAVEL T-ROAD WEST
 LB2417'AND THE STATION ON THE LEFT AS DESCRIBED.
 LB2417'
 LB2417'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2417
 LB2417                          STATION RECOVERY (1989)
 LB2417
 LB2417'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1518 ***********************************************************************
 JZ1518  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1518  DESIGNATION -  METRO
 JZ1518  PID         -  JZ1518
 JZ1518  STATE/COUNTY-  IN/HENRY
 JZ1518  COUNTRY     -  US
 JZ1518  USGS QUAD   -  LEWISVILLE (2019)
 JZ1518
 JZ1518                         *CURRENT SURVEY CONTROL
 JZ1518  ______________________________________________________________________
 JZ1518* NAD 83(2011) POSITION- 39 48 17.97259(N) 085 19 11.12190(W)   ADJUSTED
 JZ1518* NAD 83(2011) ELLIP HT-   297.859 (meters)        (06/27/12)   ADJUSTED
 JZ1518* NAD 83(2011) EPOCH   -  2010.00
 JZ1518* NAVD 88 ORTHO HEIGHT -   331.796 (meters)     1088.57  (feet) ADJUSTED
 JZ1518  ______________________________________________________________________
 JZ1518  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 JZ1518  NAD 83(2011) X  -    400,371.750 (meters)                     COMP
 JZ1518  NAD 83(2011) Y  - -4,890,464.543 (meters)                     COMP
 JZ1518  NAD 83(2011) Z  -  4,061,566.029 (meters)                     COMP
 JZ1518  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 JZ1518  DYNAMIC HEIGHT  -        331.604 (meters)     1087.94  (feet) COMP
 JZ1518  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 JZ1518
 JZ1518  VERT ORDER      -  SECOND    CLASS 0
 JZ1518
 JZ1518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1518  Standards:
 JZ1518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1518  -------------------------------------------------------------------
 JZ1518  NETWORK    0.55   1.39           0.26   0.17   0.71     -0.03366212
 JZ1518  -------------------------------------------------------------------
 JZ1518  Click here for local accuracies and other accuracy information.
 JZ1518
 JZ1518.The horizontal coordinates were established by GPS observations
 JZ1518.and adjusted by the National Geodetic Survey in June 2012.
 JZ1518
 JZ1518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1518.been affixed to the stable North American tectonic plate. See 
 JZ1518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1518
 JZ1518.The horizontal coordinates are valid at the epoch date displayed above
 JZ1518.which is a decimal equivalence of Year/Month/Day.
 JZ1518
 JZ1518.The orthometric height was determined by differential leveling and
 JZ1518.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1518.in June 1991.
 JZ1518
 JZ1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1518.GEOID18 height accuracy estimate available here.
 JZ1518
 JZ1518.Click photographs - Photos may exist for this station.
 JZ1518
 JZ1518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1518
 JZ1518.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1518
 JZ1518.The ellipsoidal height was determined by GPS observations
 JZ1518.and is referenced to NAD 83.
 JZ1518
 JZ1518.The dynamic height is computed by dividing the NAVD 88
 JZ1518.geopotential number by the normal gravity value computed on the
 JZ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1518.degrees latitude (g = 980.6199 gals.).
 JZ1518
 JZ1518.The modeled gravity was interpolated from observed gravity values.
 JZ1518
 JZ1518. The following values were computed from the NAD 83(2011) position.
 JZ1518
 JZ1518;                    North         East     Units Scale Factor Converg.
 JZ1518;SPC IN E     -   505,923.699   129,707.173   MT  0.99997753   +0 13 19.5
 JZ1518;SPC IN E     - 1,659,851.34    425,547.62   sFT  0.99997753   +0 13 19.5
 JZ1518;UTM  16      - 4,407,464.025   643,836.039   MT  0.99985471   +1 04 33.0
 JZ1518
 JZ1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1518!SPC IN E     -   0.99995327  x   0.99997753  =   0.99993080
 JZ1518!UTM  16      -   0.99995327  x   0.99985471  =   0.99980799
 JZ1518
 JZ1518:                Primary Azimuth Mark                     Grid Az
 JZ1518:SPC IN E     -  METRO AZ MK                              056 21 26.2
 JZ1518:UTM  16      -  METRO AZ MK                              055 30 12.7
 JZ1518
 JZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4383607464(NAD 83)
 JZ1518
 JZ1518|---------------------------------------------------------------------|
 JZ1518| PID    Reference Object                     Distance      Geod. Az  |
 JZ1518|                                                           dddmmss.s |
 JZ1518| CC8919 METRO AZ MK                                        0563445.7 |
 JZ1518|---------------------------------------------------------------------|
 JZ1518
 JZ1518                          SUPERSEDED SURVEY CONTROL
 JZ1518
 JZ1518  NAD 83(2007)-  39 48 17.97268(N)    085 19 11.12275(W) AD(2002.00) 0
 JZ1518  ELLIP H (02/10/07)  297.879  (m)                       GP(2002.00)    
 JZ1518  NAD 83(1997)-  39 48 17.97289(N)    085 19 11.12214(W) AD(       ) B
 JZ1518  ELLIP H (04/10/98)  297.934  (m)                       GP(       ) 4 1
 JZ1518  NAD 83(1995)-  39 48 17.97459(N)    085 19 11.13154(W) AD(       ) 1
 JZ1518  NAD 83(1986)-  39 48 17.97517(N)    085 19 11.13736(W) AD(       ) 1
 JZ1518  NAD 27      -  39 48 17.81000(N)    085 19 11.26100(W) AD(       ) 1
 JZ1518  NAVD 88             331.80   (m)         1088.6    (f) LEVELING    3  
 JZ1518  NGVD 29 (??/??/92)  331.925  (m)         1088.99   (f) ADJ UNCH    2 0
 JZ1518  NGVD 29             331.93   (m)         1089.0    (f) LEVELING    3  
 JZ1518
 JZ1518.Superseded values are not recommended for survey control.
 JZ1518
 JZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1518.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1518
 JZ1518_MARKER: DS = TRIANGULATION STATION DISK
 JZ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1518_STAMPING: METRO 1939
 JZ1518_MARK LOGO: CGS
 JZ1518_PROJECTION: RECESSED 30 CENTIMETERS
 JZ1518_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1518+STABILITY: SURFACE MOTION
 JZ1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1518+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 JZ1518
 JZ1518  HISTORY     - Date     Condition        Report By
 JZ1518  HISTORY     - 1939     MONUMENTED       CGS
 JZ1518  HISTORY     - 1947     GOOD             CGS
 JZ1518  HISTORY     - 19970820 GOOD             SEC
 JZ1518  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1518  HISTORY     - 20180807 GOOD             MCA
 JZ1518  HISTORY     - 20230301 GOOD             INDOT
 JZ1518
 JZ1518                          STATION DESCRIPTION
 JZ1518
 JZ1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1518'ABOUT 2 MILES EAST BY SOUTH OF LEWISVILLE, AND 0.2 MILE SOUTH OF U.S.
 JZ1518'HIGHWAY 40, ON THE WEST SIDE OF A NORTH-SOUTH GRAVEL ROAD, IN A
 JZ1518'CULTIVATED FIELD OWNED BY THE METROPOLITAN LIFE INSURANCE CO. AND
 JZ1518'FARMED BY BERNARD LAUGHLIN, WHO LIVES ABOUT 0.25 MILE NW OF
 JZ1518'STATION. MARK IS 39 FT. W OF THE CENTER LINE OF GRAVEL ROAD, 56 FT. W
 JZ1518'OF THE FENCE LINE ON EAST SIDE OF THE ROAD, 336 FT. S OF THE S
 JZ1518'RAIL OF THE RAILROAD TRACKS. IT IS STAMPED METRO, 1939 AND IS 12
 JZ1518'INCHES UNDERGROUND.
 JZ1518'
 JZ1518'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 JZ1518'103 IN LEWISVILLE, GO 1.8 MILES EAST TO A GRAVEL T-ROAD SOUTH,
 JZ1518'TURN SOUTH AND GO 0.2 MILE TO STATION IN FIELD ON THE RIGHT.
 JZ1518'
 JZ1518'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1518'DISK SET IN CONCRETE.
 JZ1518'
 JZ1518'REFERENCE MARK NO.1 IS NORTH-NORTHEAST OF STATION ON THE EAST SIDE OF
 JZ1518'GRAVEL ROAD, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JZ1518'1 FOOT EAST OF FENCE LINE, 57 FEET NORTH OF RAILROAD WARNING SIGN,
 JZ1518'243 FEET SOUTH OF THE SOUTH RAIL OF R.R. TRACKS.  IT IS
 JZ1518'STAMPED METRO NO.1, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ1518'
 JZ1518'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, ON THE EAST SIDE
 JZ1518'OF GRAVEL ROAD, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 JZ1518'FOOT EAST OF WIRE FENCE, 124 FEET SOUTH OF RAILROAD WARNING SIGN. IT
 JZ1518'IS STAMPED METRO NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ1518'
 JZ1518'AZIMUTH MARK IS NORTHEAST OF STATION ON THE N. SIDE OF U.S. HIGHWAY
 JZ1518'40, EAST OF ENTRANCE TO C.S. DUDLEYS HOUSE, 2.5 FT. E OF A
 JZ1518'CONCRETE-FENCE CORNER POST, 40 FT. N.  OF THE CENTER LINE OF U.S.
 JZ1518'HIGHWAY 40, AND 19 FEET WEST OF POWER-LINE POLE 537-729. IT
 JZ1518'IS STAMPED METRO, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ1518'
 JZ1518'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 JZ1518
 JZ1518                          STATION RECOVERY (1947)
 JZ1518
 JZ1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1518'1.8 MI SW FROM STRAUGHN.
 JZ1518'ABOUT 1.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD AT
 JZ1518'STRAUGHN, THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, 336 FEET
 JZ1518'SOUTH OF THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD TRACK, 39 FEET
 JZ1518'WEST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 105.5 FEET
 JZ1518'SOUTHWEST AND ACROSS THE ROAD FROM REFERENCE MARK NUMBER 1, 107.5
 JZ1518'FEET NORTHWEST AND ACROSS THE ROAD FROM REFERENCE MARK NUMBER 2,
 JZ1518'ABOUT 25 FEET WEST OF A FENCE LINE, SET IN THE TOP OF CONCRETE
 JZ1518'POST ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JZ1518
 JZ1518                          STATION RECOVERY (1997)
 JZ1518
 JZ1518'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1518'ABOUT 2 MILES (3.2 KM) EAST OF LEWISVILLE, ABOUT 0.2 MILES (0.3 KM)
 JZ1518'SOUTH OF U.S. HIGHWAY 40.  TO REACH THE STATION FROM LEWISVILLE, GO
 JZ1518'EAST ON U.S. HIGHWAY 40 FOR 1.7 MILES (2.7 KM) FROM THE INTERSECTION
 JZ1518'WITH STATE ROAD 103 TO COUNTY ROAD 350 WEST.  THEN GO SOUTH ON COUNTY
 JZ1518'ROAD 350 WEST FOR 0.2 MILE (0.3 KM) TO THE STATION ON RIGHT, WEST SIDE
 JZ1518'OF ROAD.  THE STATION MARK IS SET IN A CONCRETE MONUMENT RECESSED 0.25
 JZ1518'METERS (0.82 FT) BELOW GROUND IN A CULTIVATED FIELD. THE STATION IS
 JZ1518'12.50 METERS (41.01 FT) WEST OF THE CENTERLINE OF GRAVEL COUNTY ROAD
 JZ1518'350 WEST, 104 METERS (341.2 FT) SOUTH OF THE CENTERLINE OF ABANDONED
 JZ1518'RAILROAD BED, REFERENCE MARK 1 CONCRETE BASE (DISC DESTROYED) BEARS
 JZ1518'AZIMUTH PLUS OR MINUS 36 DEGREES 32.12 METERS (105.38 FT), REFERENCE
 JZ1518'MARK 2 DESTROYED COMPLETELY.  A 36 INCH LONG 5/8-INCH REBAR WITH CAP
 JZ1518'MARKED SCHNEIDER ENG RANDOM POINT SET THIS DATE BEARS AZIMUTH 114
 JZ1518'DEGREES 8.00 METERS (26.25 FT) A SIMILAR 5/8 INCH REBAR SET THIS DATE
 JZ1518'BEARS AZIMUTH 43 DEGREES 12.05 METERS (39.53 FT).  ALSO SEARCHED FOR
 JZ1518'AZIMUTH MARK, APPEARS TO HAVE BEEN DESTROYED BY HIGHWAY 40 WIDENING.
 JZ1518'THE STATION IS IN CULTIVATED FIELD.  ALL FENCES AND RAILROAD RAILS ARE
 JZ1518'GONE.  THE FIELD IS OWNED BY THE PFAFF ESTATE AND FARMED BY HAROLD
 JZ1518'PFAFF WHO RESIDES AT COUNTY ROAD 325 EAST AND U.S HIGHWAY 40, PHONE
 JZ1518'765-332-2496.
 JZ1518
 JZ1518                          STATION RECOVERY (1998)
 JZ1518
 JZ1518'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 JZ1518'RECOVERED AS DESCRIBED.  WOOLLPERT LLP 1998 (ARL).
 JZ1518
 JZ1518                          STATION RECOVERY (2018)
 JZ1518
 JZ1518'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1518'THE STATION MARK IS LOCATED 40 FT (12.2 M) INTO AN AGRICULTURAL FIELD,
 JZ1518'27 FT (8.2 M) WEST OF A CARSONITE WITNESS POST AND 333.3 FT (101.6 M)
 JZ1518'SOUTH-SOUTHWEST OF A MAGNAIL SET IN THE TOP OF A 6 INCH (15 CM) X 6
 JZ1518'INCH (15 CM) WOODEN GATE POST.
 JZ1518'
 JZ1518'THE CONCRETE POST FOR REFERENCE MARK 1 (JZ1517) WAS FOUND WITH THE
 JZ1518'DISK MISSING.
 JZ1518
 JZ1518                          STATION RECOVERY (2023)
 JZ1518
 JZ1518'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2040 ***********************************************************************
 KA2040  DESIGNATION -  METRO
 KA2040  PID         -  KA2040
 KA2040  STATE/COUNTY-  IN/HAMILTON
 KA2040  COUNTRY     -  US
 KA2040  USGS QUAD   -  FISHERS (2019)
 KA2040
 KA2040                         *CURRENT SURVEY CONTROL
 KA2040  ______________________________________________________________________
 KA2040* NAD 83(1997) POSITION- 39 56 19.01887(N) 086 02 52.02642(W)   ADJUSTED
 KA2040* NAD 83(1997) ELLIP HT-   206.061 (meters)        (05/25/99)   ADJUSTED
 KA2040* NAVD 88 ORTHO HEIGHT -   239.8   (meters)      787.    (feet) VERTCON3
 KA2040  ______________________________________________________________________
 KA2040  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 KA2040  NAD 83(1997) X  -    337,539.953 (meters)                     COMP
 KA2040  NAD 83(1997) Y  - -4,885,597.597 (meters)                     COMP
 KA2040  NAD 83(1997) Z  -  4,072,894.401 (meters)                     COMP
 KA2040  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 KA2040  HORZ ORDER      -  THIRD
 KA2040  ELLP ORDER      -  FOURTH    CLASS I
 KA2040
 KA2040.This mark is at Indianapolis Metro Airport (UMP)
 KA2040
 KA2040.The horizontal coordinates were established by GPS observations
 KA2040.and adjusted by the National Geodetic Survey in May 1999.
 KA2040
 KA2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2040
 KA2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2040.GEOID18 height accuracy estimate available here.
 KA2040
 KA2040.Click photographs - Photos may exist for this station.
 KA2040
 KA2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2040
 KA2040.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2040
 KA2040.The ellipsoidal height was determined by GPS observations
 KA2040.and is referenced to NAD 83.
 KA2040
 KA2040. The following values were computed from the NAD 83(1997) position.
 KA2040
 KA2040;                    North         East     Units Scale Factor Converg.
 KA2040;SPC IN E     -   520,771.737    67,426.746   MT  0.99997972   -0 14 40.8
 KA2040;SPC IN E     - 1,708,565.27    221,215.92   sFT  0.99997972   -0 14 40.8
 KA2040;UTM  16      - 4,421,378.277   581,354.177   MT  0.99968148   +0 36 40.8
 KA2040
 KA2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2040!SPC IN E     -   0.99996767  x   0.99997972  =   0.99994739
 KA2040!UTM  16      -   0.99996767  x   0.99968148  =   0.99964916
 KA2040
 KA2040:                Primary Azimuth Mark                     Grid Az
 KA2040:SPC IN E     -  METRO AZ MK                              156 55 05.8
 KA2040:UTM  16      -  METRO AZ MK                              156 03 44.2
 KA2040
 KA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8135421378(NAD 83)
 KA2040
 KA2040|---------------------------------------------------------------------|
 KA2040| PID    Reference Object                     Distance      Geod. Az  |
 KA2040|                                                           dddmmss.s |
 KA2040| KA2041 METRO AZ MK                         APPROX. 0.7 KM 1564025.0 |
 KA2040|---------------------------------------------------------------------|
 KA2040
 KA2040                          SUPERSEDED SURVEY CONTROL
 KA2040
 KA2040  NAD 83(1986)-  39 56 19.01723(N)    086 02 52.03844(W) AD(       ) 3
 KA2040  NAD 27      -  39 56 18.86368(N)    086 02 52.09470(W) AD(       ) 3
 KA2040  NGVD 29 (02/23/89)  239.9    (m)  RAPSU86  model used  GPS OBS        
 KA2040
 KA2040.Superseded values are not recommended for survey control.
 KA2040
 KA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2040.See file dsdata.pdf to determine how the superseded data were derived.
 KA2040
 KA2040_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2040_STAMPING: METRO 1986
 KA2040_MARK LOGO: NGS
 KA2040_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2040+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KA2040
 KA2040  HISTORY     - Date     Condition        Report By
 KA2040  HISTORY     - 1988     MONUMENTED       NGS
 KA2040
 KA2040                          STATION DESCRIPTION
 KA2040
 KA2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2040'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF INDIANAPOLIS AT THE
 KA2040'INDIANAPOLIS METROPOLITAN AIRPORT.  OWNERSHIP--INDIANAPOLIS AVIATION,
 KA2040'INC., 10565 ALLISONVILLE ROAD, NOBLESVILLE, IN 46060, PHONE
 KA2040'317-849-0840.  AIRPORT MANAGER IS MR. DAVE COOK WHO IS MANAGER OF
 KA2040'VARIOUS AIPORTS IN INDIANAPOLIS AND CAN BE REACHED AT THE MT. COMFORT
 KA2040'AIRPORT, PHONE 317-248-9594 OR 317-335-2130.
 KA2040'TO REACH THE STATION FROM EXIT 5 ON INTERSTATE HIGHWAY 69, GO WEST ON
 KA2040'116TH STREET FOR 2.9 KM (1.80 MI) TO A STOP LIGHT.  TURN LEFT AND GO
 KA2040'SOUTH ON ALLISONVILLE ROAD FOR 2.3 KM (1.45 MI) TO AIRPORT ENTRANCE
 KA2040'ON THE LEFT.  TURN LEFT TO AIRPORT OFFICE.  DUE TO CONSTRUCTION TO BE
 KA2040'DONE AT THIS AIRPORT THE PERSON WHO VISITS THIS AIRPORT NEXT SHOULD
 KA2040'STOP AT OFFICE FOR DIRECTION TO GET OUT TO RUNWAY 14.  THE STATION IS
 KA2040'ABOUT 600 FEET SOUTH OF THE EXISTING END OF RUNWAY 14.
 KA2040'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---METRO
 KA2040'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2040'FLUSH WITH THE GROUND.  LOCATED 183.27 M (601.3 FT) SOUTH FROM THE
 KA2040'NORTHEAST CORNER OF RUNWAY 14, 25.6 M (84.0 FT) WEST FROM WEST EDGE
 KA2040'OF A CULTIVATED FIELD, 3.35 M (11.0 FT) EAST FROM EAST EDGE OF RUNWAY
 KA2040'AND 0.88 M (2.9 FT) EAST FROM A WHITE RUNWAY MARKER LIGHT.
 KA2040'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2040'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2041 ***********************************************************************
 KA2041  DESIGNATION -  METRO AZ MK
 KA2041  PID         -  KA2041
 KA2041  STATE/COUNTY-  IN/HAMILTON
 KA2041  COUNTRY     -  US
 KA2041  USGS QUAD   -  FISHERS (2019)
 KA2041
 KA2041                         *CURRENT SURVEY CONTROL
 KA2041  ______________________________________________________________________
 KA2041* NAD 83(1997) POSITION- 39 55 58.06697(N) 086 02 40.29056(W)   ADJUSTED
 KA2041* NAD 83(1997) ELLIP HT-   209.907 (meters)        (05/25/99)   ADJUSTED
 KA2041* NAVD 88 ORTHO HEIGHT -   243.6   (meters)      799.    (feet) VERTCON3
 KA2041  ______________________________________________________________________
 KA2041  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 KA2041  NAD 83(1997) X  -    337,846.747 (meters)                     COMP
 KA2041  NAD 83(1997) Y  - -4,885,995.173 (meters)                     COMP
 KA2041  NAD 83(1997) Z  -  4,072,401.361 (meters)                     COMP
 KA2041  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 KA2041  HORZ ORDER      -  THIRD
 KA2041  ELLP ORDER      -  FOURTH    CLASS I
 KA2041
 KA2041.This mark is at Indianapolis Metro Airport (UMP)
 KA2041
 KA2041.The horizontal coordinates were established by GPS observations
 KA2041.and adjusted by the National Geodetic Survey in May 1999.
 KA2041
 KA2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2041
 KA2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2041.GEOID18 height accuracy estimate available here.
 KA2041
 KA2041.Click photographs - Photos may exist for this station.
 KA2041
 KA2041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2041
 KA2041.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2041
 KA2041.The ellipsoidal height was determined by GPS observations
 KA2041.and is referenced to NAD 83.
 KA2041
 KA2041. The following values were computed from the NAD 83(1997) position.
 KA2041
 KA2041;                    North         East     Units Scale Factor Converg.
 KA2041;SPC IN E     -   520,124.360    67,702.632   MT  0.99997950   -0 14 33.2
 KA2041;SPC IN E     - 1,706,441.34    222,121.05   sFT  0.99997950   -0 14 33.2
 KA2041;UTM  16      - 4,420,735.285   581,639.618   MT  0.99968205   +0 36 48.0
 KA2041
 KA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2041!SPC IN E     -   0.99996707  x   0.99997950  =   0.99994657
 KA2041!UTM  16      -   0.99996707  x   0.99968205  =   0.99964913
 KA2041
 KA2041:                Primary Azimuth Mark                     Grid Az
 KA2041:SPC IN E     -  METRO                                    336 55 05.7
 KA2041:UTM  16      -  METRO                                    336 03 44.5
 KA2041
 KA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8163920735(NAD 83)
 KA2041
 KA2041|---------------------------------------------------------------------|
 KA2041| PID    Reference Object                     Distance      Geod. Az  |
 KA2041|                                                           dddmmss.s |
 KA2041| KA2040 METRO                               APPROX. 0.7 KM 3364032.5 |
 KA2041|---------------------------------------------------------------------|
 KA2041
 KA2041                          SUPERSEDED SURVEY CONTROL
 KA2041
 KA2041  NAD 83(1986)-  39 55 58.06533(N)    086 02 40.30257(W) AD(       ) 3
 KA2041  NAD 27      -  39 55 57.91154(N)    086 02 40.35925(W) AD(       ) 3
 KA2041  NGVD 29 (02/23/89)  243.8    (m)  RAPSU86  model used  GPS OBS        
 KA2041
 KA2041.Superseded values are not recommended for survey control.
 KA2041
 KA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2041.See file dsdata.pdf to determine how the superseded data were derived.
 KA2041
 KA2041_MARKER: DZ = AZIMUTH MARK DISK
 KA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2041_STAMPING: METRO 1986
 KA2041_MARK LOGO: NGS
 KA2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2041+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2009
 KA2041
 KA2041  HISTORY     - Date     Condition        Report By
 KA2041  HISTORY     - 1988     MONUMENTED       NGS
 KA2041  HISTORY     - 20091218 GOOD             HANPRO
 KA2041
 KA2041                          STATION DESCRIPTION
 KA2041
 KA2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2041'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF INDIANAPOLIS AT THE
 KA2041'INDIANAPOLIS METROPOLITAN AIRPORT.  OWNERSHIP--INDIANAPOLIS AVIATION,
 KA2041'INC., 10565 ALLISONVILLE ROAD, NOBLESVILLE, IN 46060, PHONE
 KA2041'317-849-0840.  AIRPORT MANAGER IS MR. DAVE COOK WHO IS MANAGER OF
 KA2041'VARIOUS AIPORTS IN INDIANAPOLIS AND CAN BE REACHED AT THE MT. COMFORT
 KA2041'AIRPORT, PHONE 317-248-9594 OR 317-335-2130.
 KA2041'TO REACH THE STATION FROM EXIT 5 ON INTERSTATE HIGHWAY 69, GO WEST ON
 KA2041'116TH STREET FOR 2.9 KM (1.80 MI) TO A STOP LIGHT.  TURN LEFT AND GO
 KA2041'SOUTH ON ALLISONVILLE ROAD FOR 2.3 KM (1.45 MI) TO AIRPORT ENTRANCE
 KA2041'ON THE LEFT.  TURN LEFT TO AIRPORT OFFICE.  DUE TO CONSTRUCTION TO BE
 KA2041'DONE AT THIS AIRPORT THE PERSON WHO VISITS THIS AIRPORT NEXT SHOULD
 KA2041'STOP AT OFFICE FOR DIRECTION TO GET OUT TO RUNWAY 14.  FROM THE
 KA2041'EXISTING END OF RUNWAY 14, GO SOUTH ALONG THE TAXIWAY FOR 0.89 KM
 KA2041'(0.55 MI) TO A TAXIWAY WEST AND THE MARK ON THE RIGHT AT THE SOUTHEAST
 KA2041'CORNER OF A CONCRETE AREA USED FOR AIRPLANE PARKING.
 KA2041'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---METRO
 KA2041'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2041'FLUSH WITH THE GROUND.  LOCATED 32.0 M (105.0 FT) NORTHWEST FROM THE
 KA2041'CENTER OF EAST-WEST TAXIWAY, 22.07 M (72.4 FT) WEST-SOUTHWEST FROM
 KA2041'CENTER OF NORTH-SOUTH TAXIWAY, 9.21 M (30.2 FT) NORTHWEST FROM THE
 KA2041'SOUTHWEST CORNER OF A CONCRETE AIRPLANE PARKING AREA, 2.38 M (7.8 FT)
 KA2041'WEST-SOUTHWEST OF THE SOUTH ONE OF NINE STREET LIGHTS LIGHTING UP
 KA2041'PARKING AREA AND 0.79 M (2.6 FT) EAST-NORTHEAST FROM THE EAST EDGE OF
 KA2041'PARKING AREA.
 KA2041'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2041'DESCRIBED BY D.A. BOWLING.
 KA2041
 KA2041                          STATION RECOVERY (2009)
 KA2041
 KA2041'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2009 (RLW)
 KA2041'AIRPORT CONTACT NAME IS KEVAN MILLER
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1517 ***********************************************************************
 JZ1517  DESIGNATION -  METRO RM 1
 JZ1517  PID         -  JZ1517
 JZ1517  STATE/COUNTY-  IN/HENRY
 JZ1517  COUNTRY     -  US
 JZ1517  USGS QUAD   -  LEWISVILLE (2019)
 JZ1517
 JZ1517                         *CURRENT SURVEY CONTROL
 JZ1517  ______________________________________________________________________
 JZ1517* NAD 83(1986) POSITION- 39 48 17.     (N) 085 19 11.     (W)   SCALED
 JZ1517* NAVD 88 ORTHO HEIGHT -   332.469 (meters)     1090.78  (feet) ADJUSTED
 JZ1517  ______________________________________________________________________
 JZ1517  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 JZ1517  DYNAMIC HEIGHT  -        332.277 (meters)     1090.15  (feet) COMP
 JZ1517  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 JZ1517
 JZ1517  VERT ORDER      -  SECOND    CLASS 0
 JZ1517
 JZ1517.The horizontal coordinates were scaled from a map and have
 JZ1517.an estimated accuracy of +/- 6 seconds.
 JZ1517
 JZ1517.The orthometric height was determined by differential leveling and
 JZ1517.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1517.in June 1991.
 JZ1517
 JZ1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1517.GEOID18 height accuracy estimate available here.
 JZ1517
 JZ1517.Click photographs - Photos may exist for this station.
 JZ1517
 JZ1517.The dynamic height is computed by dividing the NAVD 88
 JZ1517.geopotential number by the normal gravity value computed on the
 JZ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1517.degrees latitude (g = 980.6199 gals.).
 JZ1517
 JZ1517.The modeled gravity was interpolated from observed gravity values.
 JZ1517
 JZ1517;                    North         East    Units  Estimated Accuracy
 JZ1517;SPC IN E     -   505,890.      129,710.      MT  (+/- 180 meters Scaled)
 JZ1517
 JZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK438074(NAD 83)
 JZ1517
 JZ1517                          SUPERSEDED SURVEY CONTROL
 JZ1517
 JZ1517  NGVD 29 (??/??/92)  332.598  (m)         1091.20   (f) ADJ UNCH    2 0
 JZ1517
 JZ1517.Superseded values are not recommended for survey control.
 JZ1517
 JZ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1517.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1517
 JZ1517_MARKER: DR = REFERENCE MARK DISK
 JZ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1517_STAMPING: METRO NO 1 1939
 JZ1517_MARK LOGO: CGS
 JZ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1517+STABILITY: SURFACE MOTION
 JZ1517
 JZ1517  HISTORY     - Date     Condition        Report By
 JZ1517  HISTORY     - 1939     MONUMENTED       CGS
 JZ1517  HISTORY     - 1947     GOOD             CGS
 JZ1517  HISTORY     - 20180807 MARK NOT FOUND   MCA
 JZ1517
 JZ1517                          STATION DESCRIPTION
 JZ1517
 JZ1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1517'1.8 MI SW FROM STRAUGHN.
 JZ1517'ABOUT 1.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD AT
 JZ1517'STRAUGHN, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD, 243
 JZ1517'FEET SOUTH OF THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD TRACK,
 JZ1517'180.0 FEET NORTH OF REFERENCE MARK NUMBER 2, 15.5 FEET EAST OF
 JZ1517'THE CENTER LINE OF THE ROAD, 105.5 FEET NORTHEAST AND ACROSS THE
 JZ1517'ROAD FROM THE STATION MARK, 1 FOOT EAST OF A WIRE FENCE, 1 1/2
 JZ1517'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE ROAD
 JZ1517'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1517'6 INCHES.
 JZ1517
 JZ1517                          STATION RECOVERY (2018)
 JZ1517
 JZ1517'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1517'THE CONCRETE REMAINS BUT THE DISK IS MISSING.  THE DISTANCE TO JZ1518
 JZ1517'(METRO) CHECKS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1519 ***********************************************************************
 JZ1519  DESIGNATION -  METRO RM 2
 JZ1519  PID         -  JZ1519
 JZ1519  STATE/COUNTY-  IN/HENRY
 JZ1519  COUNTRY     -  US
 JZ1519  USGS QUAD   -  LEWISVILLE (2019)
 JZ1519
 JZ1519                         *CURRENT SURVEY CONTROL
 JZ1519  ______________________________________________________________________
 JZ1519* NAD 83(1986) POSITION- 39 48 17.     (N) 085 19 11.     (W)   SCALED
 JZ1519* NAVD 88 ORTHO HEIGHT -   332.175 (meters)     1089.81  (feet) ADJUSTED
 JZ1519  ______________________________________________________________________
 JZ1519  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 JZ1519  DYNAMIC HEIGHT  -        331.983 (meters)     1089.18  (feet) COMP
 JZ1519  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 JZ1519
 JZ1519  VERT ORDER      -  SECOND    CLASS 0
 JZ1519
 JZ1519.The horizontal coordinates were scaled from a map and have
 JZ1519.an estimated accuracy of +/- 6 seconds.
 JZ1519
 JZ1519.The orthometric height was determined by differential leveling and
 JZ1519.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1519.in June 1991.
 JZ1519
 JZ1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1519.GEOID18 height accuracy estimate available here.
 JZ1519
 JZ1519.Click photographs - Photos may exist for this station.
 JZ1519
 JZ1519.The dynamic height is computed by dividing the NAVD 88
 JZ1519.geopotential number by the normal gravity value computed on the
 JZ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1519.degrees latitude (g = 980.6199 gals.).
 JZ1519
 JZ1519.The modeled gravity was interpolated from observed gravity values.
 JZ1519
 JZ1519;                    North         East    Units  Estimated Accuracy
 JZ1519;SPC IN E     -   505,890.      129,710.      MT  (+/- 180 meters Scaled)
 JZ1519
 JZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK438074(NAD 83)
 JZ1519
 JZ1519                          SUPERSEDED SURVEY CONTROL
 JZ1519
 JZ1519  NGVD 29 (??/??/92)  332.304  (m)         1090.23   (f) ADJ UNCH    2 0
 JZ1519
 JZ1519.Superseded values are not recommended for survey control.
 JZ1519
 JZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1519.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1519
 JZ1519_MARKER: DR = REFERENCE MARK DISK
 JZ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1519_STAMPING: METRO NO 2 1939
 JZ1519_MARK LOGO: CGS
 JZ1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1519+STABILITY: SURFACE MOTION
 JZ1519
 JZ1519  HISTORY     - Date     Condition        Report By
 JZ1519  HISTORY     - 1939     MONUMENTED       CGS
 JZ1519  HISTORY     - 1947     GOOD             CGS
 JZ1519
 JZ1519                          STATION DESCRIPTION
 JZ1519
 JZ1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1519'1.8 MI SW FROM STRAUGHN.
 JZ1519'ABOUT 1.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD AT
 JZ1519'STRAUGHN, THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, 424 FEET
 JZ1519'SOUTH OF THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD TRACK,
 JZ1519'15 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 107.5 FEET
 JZ1519'SOUTHEAST AND ACROSS THE ROAD FROM THE STATION MARK, 124 FEET
 JZ1519'SOUTH OF A CROSSING WARNING SIGN, 1 FOOT EAST OF A WIRE FENCE,
 JZ1519'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JZ1519'ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1519'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2354 ***********************************************************************
 LB2354  DESIGNATION -  MEXICO
 LB2354  PID         -  LB2354
 LB2354  STATE/COUNTY-  IN/MIAMI
 LB2354  COUNTRY     -  US
 LB2354  USGS QUAD   -  PERU (2019)
 LB2354
 LB2354                         *CURRENT SURVEY CONTROL
 LB2354  ______________________________________________________________________
 LB2354* NAD 83(1997) POSITION- 40 47 35.48486(N) 086 05 36.76150(W)   ADJUSTED
 LB2354* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 LB2354  ______________________________________________________________________
 LB2354  GEOID HEIGHT    -        -34.165 (meters)                     GEOID18
 LB2354  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 LB2354  HORZ ORDER      -  SECOND
 LB2354
 LB2354.The horizontal coordinates were established by classical geodetic methods
 LB2354.and adjusted by the National Geodetic Survey in May 1999.
 LB2354
 LB2354.The orthometric height was scaled from a topographic map.
 LB2354
 LB2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2354.GEOID18 height accuracy estimate available here.
 LB2354
 LB2354.Click photographs - Photos may exist for this station.
 LB2354
 LB2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2354
 LB2354. The following values were computed from the NAD 83(1997) position.
 LB2354
 LB2354;                    North         East     Units Scale Factor Converg.
 LB2354;SPC IN E     -   615,680.025    63,973.650   MT  0.99998264   -0 16 44.0
 LB2354;SPC IN E     - 2,019,943.55    209,886.88   sFT  0.99998264   -0 16 44.0
 LB2354;UTM  16      - 4,516,194.861   576,472.525   MT  0.99967198   +0 35 32.1
 LB2354
 LB2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2354!SPC IN E     -   0.99996773  x   0.99998264  =   0.99995037
 LB2354!UTM  16      -   0.99996773  x   0.99967198  =   0.99963972
 LB2354
 LB2354:                Primary Azimuth Mark                     Grid Az
 LB2354:SPC IN E     -  MEXICO AZ MK                             153 00 58.1
 LB2354:UTM  16      -  MEXICO AZ MK                             152 08 42.0
 LB2354
 LB2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7647216194(NAD 83)
 LB2354
 LB2354|---------------------------------------------------------------------|
 LB2354| PID    Reference Object                     Distance      Geod. Az  |
 LB2354|                                                           dddmmss.s |
 LB2354| CC8921 MEXICO RM 1                          34.607 METERS 02331     |
 LB2354| CC8922 MEXICO RM 2                          29.934 METERS 09829     |
 LB2354| LB2357 PERU MUNICIPAL POWER PLANT STK      APPROX. 5.2 KM 1441021.4 |
 LB2354| LB2356 PERU SQUARE D CO WATER TANK         APPROX. 4.3 KM 1474316.3 |
 LB2354| CC8920 MEXICO AZ MK                                       1524414.1 |
 LB2354| LB2355 PERU ST CHARLES CATH CH SPIRE       APPROX. 4.7 KM 1565841.9 |
 LB2354|---------------------------------------------------------------------|
 LB2354
 LB2354                          SUPERSEDED SURVEY CONTROL
 LB2354
 LB2354  NAD 83(1986)-  40 47 35.48907(N)    086 05 36.77315(W) AD(       ) 2
 LB2354  NAD 27      -  40 47 35.33720(N)    086 05 36.79170(W) AD(       ) 2
 LB2354
 LB2354.Superseded values are not recommended for survey control.
 LB2354
 LB2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2354.See file dsdata.pdf to determine how the superseded data were derived.
 LB2354
 LB2354_MARKER: DS = TRIANGULATION STATION DISK
 LB2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2354_STAMPING: MEXICO 1948
 LB2354_MARK LOGO: CGS
 LB2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2354+STABILITY: SURFACE MOTION
 LB2354
 LB2354  HISTORY     - Date     Condition        Report By
 LB2354  HISTORY     - 1948     MONUMENTED       CGS
 LB2354  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2354
 LB2354                          STATION DESCRIPTION
 LB2354
 LB2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2354'STATION IS LOCATED ABOUT 2 MILES SOUTH OF MEXICO AND 3 MILES NORTH
 LB2354'OF PERU.  IT IS 101 FEET NORTHWEST OF THE INTERSECTION OF U. S.
 LB2354'HIGHWAY NO. 31 AND GRAVEL CROSSROAD, 34 FEET WEST OF THE CENTER OF
 LB2354'HIGHWAY AND 16 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LB2354'PROJECTS 6 INCHES AND THE DISK IS STAMPED MEXICO 1948.
 LB2354'
 LB2354'REFERENCE MARK NO. 1 IS 113.54 FEET NORTHEAST OF THE STATION.  IT IS
 LB2354'49 FEET EAST OF THE CENTER OF HIGHWAY AND 1 FOOT SOUTH OF A
 LB2354'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2354'MEXICO NO 1 1948.
 LB2354'
 LB2354'REFERENCE MARK NO. 2 IS 98.21 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2354'49 FEET EAST OF THE CENTER OF HIGHWAY AND 1 FOOT NORTH OF A
 LB2354'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2354'MEXICO NO 2 1948.
 LB2354'
 LB2354'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 51 FEET
 LB2354'EAST OF THE CENTER OF HIGHWAY, 4 FEET WEST OF A WHITE WITNESS POST
 LB2354'AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 LB2354'THE DISK IS STAMPED MEXICO 1948.
 LB2354'
 LB2354'TO REACH THE STATION FROM THE MIAMI COUNTY COURT HOUSE IN PERU GO
 LB2354'NORTH ON U. S. HIGHWAY NO. 31 FOR 2.7 MILES TO THE AZIMUTH MARK ON
 LB2354'THE RIGHT, CONTINUE FOR 0.3 MILE TO A GRAVEL CROSSROAD AND STATION
 LB2354'IN THE NORTHWEST ANGLE.
 LB2354'
 LB2354'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2354
 LB2354                          STATION RECOVERY (1989)
 LB2354
 LB2354'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1281 ***********************************************************************
 JA1281  DESIGNATION -  MGP
 JA1281  PID         -  JA1281
 JA1281  STATE/COUNTY-  IN/SULLIVAN
 JA1281  COUNTRY     -  US
 JA1281  USGS QUAD   -  HEATHSVILLE (2018)
 JA1281
 JA1281                         *CURRENT SURVEY CONTROL
 JA1281  ______________________________________________________________________
 JA1281* NAD 83(1986) POSITION- 38 59 41.61   (N) 087 33 37.96   (W)   HD_HELD1
 JA1281* NAVD 88 ORTHO HEIGHT -   135.671 (meters)      445.11  (feet) ADJUSTED
 JA1281  ______________________________________________________________________
 JA1281  GEOID HEIGHT    -        -31.997 (meters)                     GEOID18
 JA1281  DYNAMIC HEIGHT  -        135.591 (meters)      444.85  (feet) COMP
 JA1281  MODELED GRAVITY -    980,035.7   (mgal)                       NAVD 88
 JA1281
 JA1281  VERT ORDER      -  FIRST     CLASS II
 JA1281
 JA1281.The horizontal coordinates were determined by differentially corrected
 JA1281.hand held GPS observations or other comparable positioning techniques
 JA1281.and have an estimated accuracy of +/- 3 meters.
 JA1281
 JA1281.The orthometric height was determined by differential leveling and
 JA1281.adjusted by the NATIONAL GEODETIC SURVEY
 JA1281.in June 1991.
 JA1281
 JA1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1281.GEOID18 height accuracy estimate available here.
 JA1281
 JA1281.Click photographs - Photos may exist for this station.
 JA1281
 JA1281.The dynamic height is computed by dividing the NAVD 88
 JA1281.geopotential number by the normal gravity value computed on the
 JA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1281.degrees latitude (g = 980.6199 gals.).
 JA1281
 JA1281.The modeled gravity was interpolated from observed gravity values.
 JA1281
 JA1281;                    North         East    Units  Estimated Accuracy
 JA1281;SPC IN W     -   416,037.5     858,659.2     MT  (+/- 3 meters HH1 GPS) 
 JA1281
 JA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5145716359(NAD 83)
 JA1281
 JA1281                          SUPERSEDED SURVEY CONTROL
 JA1281
 JA1281  NGVD 29 (??/??/92)  135.80   (m)          445.5    (f) COMPUTED    1 2
 JA1281
 JA1281.Superseded values are not recommended for survey control.
 JA1281
 JA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1281.See file dsdata.pdf to determine how the superseded data were derived.
 JA1281
 JA1281_MARKER: DD = SURVEY DISK
 JA1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1281_MARK LOGO: USACE
 JA1281_PROJECTION: FLUSH
 JA1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1281+STABILITY: SURFACE MOTION
 JA1281
 JA1281  HISTORY     - Date     Condition        Report By
 JA1281  HISTORY     - UNK      MONUMENTED       USACE
 JA1281  HISTORY     - 1956     GOOD             CGS
 JA1281
 JA1281                          STATION DESCRIPTION
 JA1281
 JA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1281'2.1 MI S FROM RIVERTON.
 JA1281'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JA1281'EAST END OF RR BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE
 JA1281'ABOUT 0.6 MILE SOUTHEAST ALONG A SPUR TRACK TO MEROM GRAVEL PITS
 JA1281'AND END OF SPUR TRACK, THENCE ABOUT 1.3 MILES SOUTH ALONG A
 JA1281'GRAVEL ROAD, IN SECTION 6, T.6 N., R.10 W., AT A CURVE IN THE
 JA1281'GRAVEL ROAD WITH TANGENTS EXTENDING NORTH AND EAST, AT JUNCTION
 JA1281'OF A FARM ROAD WEST, 14 FEET SOUTH OF CENTER LINE OF FARM ROAD
 JA1281'WEST, 104 FEET NORTH OF NORTHWEST CORNER OF ROBERT L. JONES
 JA1281'RESIDENCE, 62 FEET WEST OF CENTER LINE OF DRIVE TO HOUSE, 64
 JA1281'FEET EAST OF EXTENDED CENTER LINE OF NORTH TANGENT OF ROAD, 44
 JA1281'FEET SOUTHWEST AND ACROSS ROAD FROM A POWER POLE WITH A TRANSFORMER,
 JA1281'11 FEET WEST-NORTHWEST OF THE CENTER ONE OF THREE 24-INCH ELM
 JA1281'TREES, ABOUT 2 FEET ABOVE LEVEL OF FARM ROAD AND SET IN THE TOP
 JA1281'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- PREVIOUSLY
 JA1281'DESIGNATED B.M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2426 ***********************************************************************
 LB2426  DESIGNATION -  MIAMI
 LB2426  PID         -  LB2426
 LB2426  STATE/COUNTY-  IN/CASS
 LB2426  COUNTRY     -  US
 LB2426  USGS QUAD   -  LOGANSPORT (2019)
 LB2426
 LB2426                         *CURRENT SURVEY CONTROL
 LB2426  ______________________________________________________________________
 LB2426* NAD 83(1997) POSITION- 40 45 28.86570(N) 086 22 11.08957(W)   ADJUSTED
 LB2426* NAVD 88 ORTHO HEIGHT -   181.98  (+/-2cm)      597.0   (feet) VERTCON3
 LB2426  ______________________________________________________________________
 LB2426  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 LB2426  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LB2426  HORZ ORDER      -  SECOND
 LB2426  VERT ORDER      -  THIRD ? (See Below)
 LB2426
 LB2426.The horizontal coordinates were established by classical geodetic methods
 LB2426.and adjusted by the National Geodetic Survey in May 1999.
 LB2426
 LB2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2426
 LB2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2426.GEOID18 height accuracy estimate available here.
 LB2426
 LB2426.The vertical order pertains to the NGVD 29 superseded value.
 LB2426
 LB2426.Click photographs - Photos may exist for this station.
 LB2426
 LB2426.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2426
 LB2426. The following values were computed from the NAD 83(1997) position.
 LB2426
 LB2426;                    North         East     Units Scale Factor Converg.
 LB2426;SPC IN E     -   611,924.454    40,632.142   MT  1.00001003   -0 27 32.5
 LB2426;SPC IN E     - 2,007,622.15    133,307.29   sFT  1.00001003   -0 27 32.5
 LB2426;SPC IN W     -   611,931.614   960,254.971   MT  1.00001134   +0 27 57.2
 LB2426;SPC IN W     - 2,007,645.64  3,150,436.52   sFT  1.00001134   +0 27 57.2
 LB2426;UTM  16      - 4,512,086.386   553,198.774   MT  0.99963483   +0 24 41.3
 LB2426
 LB2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2426!SPC IN E     -   0.99997681  x   1.00001003  =   0.99998684
 LB2426!SPC IN W     -   0.99997681  x   1.00001134  =   0.99998815
 LB2426!UTM  16      -   0.99997681  x   0.99963483  =   0.99961165
 LB2426
 LB2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5319812086(NAD 83)
 LB2426
 LB2426                          SUPERSEDED SURVEY CONTROL
 LB2426
 LB2426  NAD 83(1986)-  40 45 28.87249(N)    086 22 11.10856(W) AD(       ) 2
 LB2426  NAD 27      -  40 45 28.71230(N)    086 22 11.11170(W) AD(       ) 2
 LB2426  USSD        -  40 45 28.73900(N)    086 22 10.95100(W) AD(       ) 3
 LB2426  NGVD 29             182.10   (m)          597.4    (f) LEVELING    3  
 LB2426
 LB2426.Superseded values are not recommended for survey control.
 LB2426
 LB2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2426.See file dsdata.pdf to determine how the superseded data were derived.
 LB2426
 LB2426_MARKER: DS = TRIANGULATION STATION DISK
 LB2426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2426_SP_SET: WALKWAY
 LB2426_STAMPING: MIAMI 1920
 LB2426_MARK LOGO: CGS
 LB2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2426
 LB2426  HISTORY     - Date     Condition        Report By
 LB2426  HISTORY     - 1920     MONUMENTED       CGS
 LB2426  HISTORY     - 1929     GOOD             LOCENG
 LB2426  HISTORY     - 1946     GOOD             CGS
 LB2426
 LB2426                          STATION DESCRIPTION
 LB2426
 LB2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2426'ABOUT 330 YARDS S OF THE VANDALIA RAILROAD STATION AT LOGANSPORT, 65
 LB2426'YARDS N OF MIAMI AVENUE ON THE W SIDE OF THIRD STREET, IN THE E END
 LB2426'OF THE SIDEWALK, OPPOSITE GEORGE PETRIES GARAGE, 1.605 METERS
 LB2426'(5.27 FEET) W OF THE W CURBSTONE OF THIRD STREET.  THE STATION IS
 LB2426'MARKED BY A BRONZE TABLET SET IN THE CONCRETE WALK.  THERE IS NO
 LB2426'REFERENCE MARK.
 LB2426
 LB2426                          STATION RECOVERY (1929)
 LB2426
 LB2426'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 LB2426'STATION RECOVERED.  DESCRIPTION CORRECT.
 LB2426
 LB2426                          STATION RECOVERY (1946)
 LB2426
 LB2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB2426'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION OF
 LB2426'J. S. B. IN 1920 IS CORRECT, EXCEPT THE VANDALIA RAILROAD STATION
 LB2426'HAS BEEN TORN DOWN AND THE DISTANCE SHOULD BE MEASURED FROM THE
 LB2426'RAILROAD CROSSING.
 LB2426'
 LB2426'NO SPACE WAS AVAILABLE TO ESTABLISH TRIANGULATION STATION FROM WHICH
 LB2426'TO MAKE CONNECTION TO TRAVERSE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2410 ***********************************************************************
 ME2410  DESIGNATION -  MIANA
 ME2410  PID         -  ME2410
 ME2410  STATE/COUNTY-  IN/ST JOSEPH
 ME2410  COUNTRY     -  US
 ME2410  USGS QUAD   -  NEW CARLISLE (2019)
 ME2410
 ME2410                         *CURRENT SURVEY CONTROL
 ME2410  ______________________________________________________________________
 ME2410* NAD 83(1997) POSITION- 41 44 38.50162(N) 086 30 18.48954(W)   ADJUSTED
 ME2410* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 ME2410  ______________________________________________________________________
 ME2410  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME2410  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 ME2410  HORZ ORDER      -  SECOND
 ME2410
 ME2410.The horizontal coordinates were established by classical geodetic methods
 ME2410.and adjusted by the National Geodetic Survey in May 1999.
 ME2410
 ME2410.The orthometric height was scaled from a topographic map.
 ME2410
 ME2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2410.GEOID18 height accuracy estimate available here.
 ME2410
 ME2410.Click photographs - Photos may exist for this station.
 ME2410
 ME2410.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2410
 ME2410. The following values were computed from the NAD 83(1997) position.
 ME2410
 ME2410;                    North         East     Units Scale Factor Converg.
 ME2410;SPC IN E     -   721,527.823    30,256.509   MT  1.00002650   -0 33 29.8
 ME2410;SPC IN E     - 2,367,212.53     99,266.56   sFT  1.00002650   -0 33 29.8
 ME2410;SPC IN W     -   721,349.614   948,094.085   MT  0.99999512   +0 23 05.9
 ME2410;SPC IN W     - 2,366,627.86  3,110,538.68   sFT  0.99999512   +0 23 05.9
 ME2410;UTM  16      - 4,621,474.919   541,147.357   MT  0.99962083   +0 19 46.2
 ME2410
 ME2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2410!SPC IN E     -   0.99996643  x   1.00002650  =   0.99999293
 ME2410!SPC IN W     -   0.99996643  x   0.99999512  =   0.99996155
 ME2410!UTM  16      -   0.99996643  x   0.99962083  =   0.99958727
 ME2410
 ME2410:                Primary Azimuth Mark                     Grid Az
 ME2410:SPC IN E     -  MIANA AZ MK                              075 23 10.2
 ME2410:SPC IN W     -  MIANA AZ MK                              074 26 34.5
 ME2410:UTM  16      -  MIANA AZ MK                              074 29 54.2
 ME2410
 ME2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4114721474(NAD 83)
 ME2410
 ME2410|---------------------------------------------------------------------|
 ME2410| PID    Reference Object                     Distance      Geod. Az  |
 ME2410|                                                           dddmmss.s |
 ME2410| CM3148 MIANA RM 1                           35.735 METERS 04712     |
 ME2410| CM3147 MIANA AZ MK                                        0744940.4 |
 ME2410| CM3150 MIANA RM 3                           29.593 METERS 13848     |
 ME2410| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX. 4.1 KM 1894328.7 |
 ME2410| ME2407 THREE OAKS FEATHERBONE CO TANK      APPROX.11.0 KM 3063641.4 |
 ME2410| CM3149 MIANA RM 2                           25.783 METERS 31848     |
 ME2410|---------------------------------------------------------------------|
 ME2410
 ME2410                          SUPERSEDED SURVEY CONTROL
 ME2410
 ME2410  NAD 83(1994)-  41 44 38.50364(N)    086 30 18.49062(W) AD(       ) 2
 ME2410  NAD 83(1986)-  41 44 38.50372(N)    086 30 18.49359(W) AD(       ) 2
 ME2410  NAD 27      -  41 44 38.33970(N)    086 30 18.42730(W) AD(       ) 2
 ME2410
 ME2410.Superseded values are not recommended for survey control.
 ME2410
 ME2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2410.See file dsdata.pdf to determine how the superseded data were derived.
 ME2410
 ME2410_MARKER: DS = TRIANGULATION STATION DISK
 ME2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2410_STAMPING: MIANA 1952
 ME2410_MARK LOGO: CGS
 ME2410_PROJECTION: FLUSH
 ME2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2410+STABILITY: SURFACE MOTION
 ME2410
 ME2410  HISTORY     - Date     Condition        Report By
 ME2410  HISTORY     - 1952     MONUMENTED       CGS
 ME2410  HISTORY     - 1955     GOOD             CGS
 ME2410  HISTORY     - 1957     GOOD             CGS
 ME2410  HISTORY     - 19941030 GOOD             USPSQD
 ME2410
 ME2410                          STATION DESCRIPTION
 ME2410
 ME2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2410'STATION IS LOCATED ABOUT 13-1/2 MILES NORTHWEST OF SOUTH BEND, 3 MILES
 ME2410'NORTH OF NEW CARLISLE AND ABOUT 1 MILE SOUTH OF THE MICHIGAN-INDIANA
 ME2410'STATE LINE ON PROPERTY OWNED BY GEORGE UHL.  IT IS 119 FEET SOUTH OF
 ME2410'THE CENTER OF A DRIVEWAY, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ME2410'OF A FRAME BUILDING, 65 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 ME2410'BARN, 38 FEET EAST OF THE CENTER OF A PAVED ROAD (TIMOTHY ROAD) AND 30
 ME2410'FEET SOUTHEAST OF A 12 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE
 ME2410'DISK IS STAMPED MIANA 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 1 IS 75 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 ME2410'THE BARN AND 2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRAME
 ME2410'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED MIANA NO 1 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 2 IS 64 FEET SOUTHWEST OF THE INTERSECTION OF THE
 ME2410'DRIVEWAY AND TIMOTHY ROAD, 21 FEET WEST OF THE CENTER OF TIMOTHY ROAD
 ME2410'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 ME2410'AND THE DISK IS STAMPED MIANA NO 2 1952.
 ME2410'
 ME2410'AZIMUTH MARK IS 79 FEET EAST OF A 12 INCH PECAN TREE, 3 FEET SOUTHWEST
 ME2410'OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 ME2410'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MIANA 1952.
 ME2410'
 ME2410'TO REACH THE STATION FROM THE INTERSECTION OF FILBERT AND MICHIGAN
 ME2410'STREETS IN NEW CARLISLE, GO EAST ON MICHIGAN STREET (U.S. HIGHWAY 20)
 ME2410'FOR 0.45 MILE TO WHERE ROAD FORKS, TURN LEFT ON LINCOLN TRAIL AND GO
 ME2410'0.25 MILE TO A REVERSE Y FORK, KEEP RIGHT AND GO NORTH ON TIMOTHY ROAD
 ME2410'FOR 2.35 MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT AS
 ME2410'DESCRIBED.
 ME2410'
 ME2410'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS AN OPEN
 ME2410'FIELD FOR 0.25 MILE TO AN EAST-WEST AND A NORTH-SOUTH FENCELINE
 ME2410'INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED.
 ME2410'
 ME2410'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2410
 ME2410                          STATION RECOVERY (1955)
 ME2410
 ME2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 ME2410'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 ME2410'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED, AS THE FORMER
 ME2410'SITE HAS BEEN GRADED AND FILLED.  IN THE ORIGINAL DESCRIPTION THE
 ME2410'AZIMUTH MARK WAS LOCATED WITH REFERENCE TO A 12 INCH PECAN TREE AND A
 ME2410'FENCE CORNER.  THE PECAN TREE AND SIGNS OF A FENCE CORNER WERE
 ME2410'LOCATED, HOWEVER THE MONUMENT AND MARK HAVE BEEN REMOVED.  A NEW
 ME2410'AZIMUTH MARK WAS NOT ESTABLISHED, AS THERE WERE NO OBJECTS VISIBLE
 ME2410'FROM THE GROUND AT THE STATION.  REFERENCE MARK NO. 2 WAS REMOVED, AS
 ME2410'IT WAS IN AN AREA BEING FILLED FOR A NEW TOLLROAD APPROACH.  THIS MARK
 ME2410'WAS RE-ESTABLISHED AND RE-MARKED AS REFERENCE MARK NO. 3.  THE AREA IN
 ME2410'THE VICINITY OF THE STATION MARK IS UNDER CONSTRUCTION, AND IT IS
 ME2410'BELIEVED THAT THE STATION MARK MAY BE IN DANGER OF BEING COVERED BY
 ME2410'FILL MATERIAL FROM THE ADJACENT HIGHWAY APPROACH, ALTHOUGH THE
 ME2410'RESIDENT ENGINEER STATED THAT THE MARK WOULD NOT BE REMOVED OR
 ME2410'DAMAGED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 ME2410'
 ME2410'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHWEST OF SOUTH BEND, 3
 ME2410'MILES NORTH OF NEW CARLISLE AND ABOUT 1 MILE SOUTH OF THE
 ME2410'MICHIGAN-INDIANA STATE LINE ON PROPERTY OWNED BY MR. GEORGE UHL.  THE
 ME2410'STATION IS 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL SHED,
 ME2410'65 FEET WEST OF THE NORTHWEST CORNER OF A LARGE BARN, 36 FEET EAST OF
 ME2410'THE CENTERLINE OF TIMOTHY ROAD (NOW UNDER CONSTRUCTION)  AND 30 FEET
 ME2410'SOUTHEAST OF A 12 INCH MAPLE TREE.  THE MARK IS FLUSH WITH THE GROUND,
 ME2410'AND THE DISK IS STAMPED MIANA 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 1 IS 74 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 ME2410'SMALL BARN, AND 2 FEET SOUTHEAST OF A SMALL SHED.  THE MARK IS FLUSH
 ME2410'WITH THE GROUND, AND THE DISK IS STAMPED MIANA NO 1 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 3 IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ME2410'LARGE BARN.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MIANA
 ME2410'NO 2 1952.
 ME2410'
 ME2410'TO REACH THE STATION FROM THE INTERSECTION OF FILBERT AND MICHIGAN
 ME2410'STREETS IN NEW CARLISLE, GO EAST ON MICHIGAN STREET (U.S. HIGHWAY 20)
 ME2410'FOR 0.45 MILE TO WHERE THE ROAD FORKS, TURN LEFT (NORTH) ON LINCOLN
 ME2410'TRAIL AND GO 0.25 MILE TO A REVERSE Y INTERSECTION, KEEP RIGHT AND GO
 ME2410'NORTH ON TIMOTHY ROAD FOR 2.35 MILES TO THE TOP OF THE HILL AND THE
 ME2410'STATION ON THE RIGHT AS DESCRIBED.
 ME2410
 ME2410                          STATION RECOVERY (1957)
 ME2410
 ME2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2410'THE DESCRIPTION OF THE STATION IS ADEQUATE AND COMPLETE WITH THE
 ME2410'CHANGES NOTED.
 ME2410'
 ME2410'THE STATION, REFERENCE MARK 1, AND A NEW REFERENCE MARK (NOT MENTIONED
 ME2410'IN THE 1952 DESCRIPTION) NUMBER 3 WERE RECOVERED.  THE AZIMUTH MARK
 ME2410'COULD NOT BE FOUND DUE TO THE LOCATION OF THE INDIANA TURNPIKE.
 ME2410'PROBABLY REFERENCE MARK 2 WAS DESTROYED OR COVERED DURING THE
 ME2410'CONSTRUCTION OF AN OVERPASS.
 ME2410'
 ME2410'REFERENCE MARK 3 IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN,
 ME2410'AND 58 FEET EAST OF THE BARNYARD FENCE.
 ME2410
 ME2410                          STATION RECOVERY (1994)
 ME2410
 ME2410'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2198 ***********************************************************************
 LA2198  DESIGNATION -  MICHAELS
 LA2198  PID         -  LA2198
 LA2198  STATE/COUNTY-  IN/GRANT
 LA2198  COUNTRY     -  US
 LA2198  USGS QUAD   -  MARION (2019)
 LA2198
 LA2198                         *CURRENT SURVEY CONTROL
 LA2198  ______________________________________________________________________
 LA2198* NAD 83(1997) POSITION- 40 30 45.04680(N) 085 40 22.59319(W)   ADJUSTED
 LA2198* NAVD 88 ORTHO HEIGHT -   260.29  (+/-2cm)      854.0   (feet) VERTCON3
 LA2198  ______________________________________________________________________
 LA2198  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 LA2198  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 LA2198  HORZ ORDER      -  FIRST
 LA2198  VERT ORDER      -  THIRD ? (See Below)
 LA2198
 LA2198.The horizontal coordinates were established by classical geodetic methods
 LA2198.and adjusted by the National Geodetic Survey in May 1999.
 LA2198
 LA2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2198
 LA2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2198.GEOID18 height accuracy estimate available here.
 LA2198
 LA2198.The vertical order pertains to the NGVD 29 superseded value.
 LA2198
 LA2198.Click photographs - Photos may exist for this station.
 LA2198
 LA2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2198
 LA2198. The following values were computed from the NAD 83(1997) position.
 LA2198
 LA2198;                    North         East     Units Scale Factor Converg.
 LA2198;SPC IN E     -   584,424.978    99,468.124   MT  0.99996667   -0 00 14.7
 LA2198;SPC IN E     - 1,917,400.95    326,338.34   sFT  0.99996667   -0 00 14.7
 LA2198;UTM  16      - 4,485,489.550   612,427.390   MT  0.99975559   +0 51 43.8
 LA2198
 LA2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2198!SPC IN E     -   0.99996455  x   0.99996667  =   0.99993122
 LA2198!UTM  16      -   0.99996455  x   0.99975559  =   0.99972015
 LA2198
 LA2198:                Primary Azimuth Mark                     Grid Az
 LA2198:SPC IN E     -  MICHAELS AZ MK                           354 05 22.8
 LA2198:UTM  16      -  MICHAELS AZ MK                           353 13 24.3
 LA2198
 LA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1242785489(NAD 83)
 LA2198
 LA2198|---------------------------------------------------------------------|
 LA2198| PID    Reference Object                     Distance      Geod. Az  |
 LA2198|                                                           dddmmss.s |
 LA2198| CC8930 MICHAELS RM 1                        58.995 METERS 05816     |
 LA2198| LA1591 GRA G 5                              35.808 METERS 11245     |
 LA2198| CC8931 MICHAELS RM 2                        48.101 METERS 16446     |
 LA2198| CC8932 MICHAELS RM 3                        32.659 METERS 19103     |
 LA2198| CC8929 MICHAELS AZ MK                                     3540508.1 |
 LA2198|---------------------------------------------------------------------|
 LA2198
 LA2198                          SUPERSEDED SURVEY CONTROL
 LA2198
 LA2198  NAD 83(1995)-  40 30 45.05007(N)    085 40 22.60593(W) AD(       ) 1
 LA2198  NAD 83(1986)-  40 30 45.05023(N)    085 40 22.60659(W) AD(       ) 1
 LA2198  NAD 27      -  40 30 44.90530(N)    085 40 22.69010(W) AD(       ) 1
 LA2198  NGVD 29             260.42   (m)          854.4    (f) LEVELING    3  
 LA2198
 LA2198.Superseded values are not recommended for survey control.
 LA2198
 LA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2198.See file dsdata.pdf to determine how the superseded data were derived.
 LA2198
 LA2198_MARKER: DS = TRIANGULATION STATION DISK
 LA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2198_STAMPING: MICHAELS 1948
 LA2198_MARK LOGO: CGS
 LA2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2198+STABILITY: SURFACE MOTION
 LA2198
 LA2198  HISTORY     - Date     Condition        Report By
 LA2198  HISTORY     - 1948     MONUMENTED       CGS
 LA2198  HISTORY     - 1955     GOOD             CGS
 LA2198  HISTORY     - 1962     GOOD             CGS
 LA2198  HISTORY     - 1964     GOOD             CGS
 LA2198  HISTORY     - 1982     GOOD             NGS
 LA2198
 LA2198                          STATION DESCRIPTION
 LA2198
 LA2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2198'THE STATION IS LOCATED 1 MILE SOUTH OF MARION IN THE NORTHEAST ANGLE
 LA2198'OF STATE HIGHWAY NO.  9 AND 37.  IT IS 130 FEET NORTH OF THE
 LA2198'INTERSECTION OF THE TWO HIGHWAYS, 68 FEET WEST OF THE CENTER OF PAVED
 LA2198'ROAD, 51 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 9 AND 8 FEET
 LA2198'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LA2198'DISK IS STAMPED MICHAELS 1948.
 LA2198'
 LA2198'REFERENCE MARK NO. 1 IS 193.55 FEET NORTHEAST OF THE STATION.  IT IS
 LA2198'34 FEET EAST OF THE CENTER OF PAVED ROAD AND 20 INCHES EAST OF THE
 LA2198'WEST END OF ABUTMENT.  THE DISK IS SET FLUSH IN A DRILL HOLE IN A
 LA2198'CONCRETE ABUTMENT AND IS STAMPED MICHAELS NO 1 1948.
 LA2198'
 LA2198'REFERENCE MARK NO. 2 IS 157.81 FEET SOUTH OF THE STATION.  IT IS 37
 LA2198'FEET EAST OF THE CENTER OF PAVED ROAD AND 3 FEET EAST OF THE WEST END
 LA2198'OF ABUTMENT.  THE DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE
 LA2198'ABUTMENT AND IS STAMPED MICHAELS NO 2 1948.
 LA2198'
 LA2198'GRA-G5 (STATE HIGHWAY) BM IS 117.47 FEET SOUTHEAST OF THE STATION.  IT
 LA2198'IS 200 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 9 AND 37,
 LA2198'52 FEET EAST OF THE CENTER OF PAVED ROAD AND 4 FEET WEST OF A
 LA2198'FENCELINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS 8
 LA2198'INCHES WITH A STANDARD STATE HIGHWAY BM DISK STAMPED GRA-G5.
 LA2198'
 LA2198'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 49 FEET
 LA2198'WEST OF THE CENTER OF STATE HIGHWAY NO. 9, 1 FOOT EAST OF A FENCELINE
 LA2198'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 7 INCHES
 LA2198'AND THE DISK IS STAMPED MICHAELS 1948.
 LA2198'
 LA2198'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2198
 LA2198                          STATION RECOVERY (1955)
 LA2198
 LA2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2198'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 LA2198'AND 2 WERE PRESUMABLY DESTROYED BY ROAD GRADERS.  REFERENCE MARK 3 WAS
 LA2198'ESTABLISHED AND GRA-G5 A INDIANA STATE HIGHWAY BENCH MARK WILL BE USED
 LA2198'AS A REFERENCE MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA2198'
 LA2198'THE STATION IS LOCATED IN THE CITY OF MARION, 110 YARDS NORTHEAST OF
 LA2198'THE JUNCTION OF STATE HIGHWAYS 9 AND 37, 125 FEET NORTH OF THE
 LA2198'INTERSECTION OF WESTERN AVENUE AND WASHINGTON STREET, 71 FEET WEST OF
 LA2198'THE CENTER OF HIGHWAY 37, 55 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2198'9 AND 8 FEET SOUTHEAST OF A 4 IN BY 4 IN WHITE WITNESS POST.
 LA2198'
 LA2198'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 9 FOR
 LA2198'0.25 MILE TO THE MARK ON THE LEFT.
 LA2198'
 LA2198'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MICHAELS
 LA2198'1948.  (NOTES 1B AND 7A)
 LA2198'
 LA2198'REFERENCE MARK 3 IS 41 FEET WEST OF THE CENTER OF HIGHWAY 37 AND 33
 LA2198'FEET EAST OF THE CENTER OF HIGHWAY 9.  THE MARK PROJECTS 2 INCHES, AND
 LA2198'THE DISK IS STAMPED MICHAELS NO 3 1948.  (NOTE 11B)
 LA2198'
 LA2198'GRA-G5 (STATE HIGHWAY) BM IS 49 FEET EAST OF THE CENTER OF HIGHWAY 37
 LA2198'AND 3 FEET WEST OF A FENCE.  THE MARK IS A BRONZE DISK OF THE INDIANA
 LA2198'STATE HIGHWAY DEPARTMENT SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LA2198'POST THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED GRA-G5.
 LA2198'
 LA2198'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF HIGHWAY 9, 1 FOOT
 LA2198'EAST OF A FENCE AND 1 FOOT SOUTHEAST OF A 4 IN BY 4 IN WHITE WITNESS
 LA2198'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED MICHAELS
 LA2198'1948.  CONSIDERABLE CLEARING WILL BE NECESSARY ON LINE TO THE AZIMUTH
 LA2198'MARK.  (NOTE 16 B)
 LA2198'
 LA2198'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2198
 LA2198                          STATION RECOVERY (1962)
 LA2198
 LA2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA2198'RECOVERED AS DESCRIBED IN RECOVERY NOTE OF 1955 BY W. F. D., WITH THE
 LA2198'EXCEPTION OF THE AZIMUTH MARK.
 LA2198'
 LA2198'A NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--THE AZIMUTH MARK IS
 LA2198'0.25 MILE NORTH OF THE STATION, 49 FEET WEST OF THE CENTER OF
 LA2198'HIGHWAY 9, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTHEAST OF A
 LA2198'4 INCH X 4 INCH WHITE WITNESS POST LETTERED USBM.  THE MARK
 LA2198'PROJECTS 6 INCHES, AND THE DISK IS STAMPED MICHAELS 1948.  THE
 LA2198'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 LA2198
 LA2198                          STATION RECOVERY (1964)
 LA2198
 LA2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA2198'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 LA2198'CONDITION.  THE TOP, INCLUDING THE DISK, HAS BEEN REMOVED FROM BENCH
 LA2198'MARK GRA-G5.
 LA2198'
 LA2198'THE FENCE AND POLE HAVE BEEN REMOVED FROM THE VICINITY OF THE AZIMUTH
 LA2198'MARK.  THE MARK IS NOW ON THE LAWN OF STONE, RANCH STYLE HOUSE.  10
 LA2198'FEET SOUTH OF THE SOUTH EDGE OF A DRIVEWAY.
 LA2198
 LA2198                          STATION RECOVERY (1982)
 LA2198
 LA2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 LA2198'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 LA2198'EXCEPTION THAT THE WITNESS POST IS NO LONGER THERE.  REFERENCE MARKS
 LA2198'1,2 AND 3 AND INDIANA HIGHWAY BM GRA-G5 WERE SEARCHED FOR BUT NOT
 LA2198'FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LA2198'
 LA2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MARION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1921 ***********************************************************************
 KA1921  DESIGNATION -  MICHIGAN
 KA1921  PID         -  KA1921
 KA1921  STATE/COUNTY-  IN/MARION
 KA1921  COUNTRY     -  US
 KA1921  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1921
 KA1921                         *CURRENT SURVEY CONTROL
 KA1921  ______________________________________________________________________
 KA1921* NAD 83(1997) POSITION- 39 45 09.35619(N) 086 05 51.57496(W)   ADJUSTED
 KA1921* NAVD 88 ORTHO HEIGHT -   240.90  (+/-2cm)      790.4   (feet) VERTCON3
 KA1921  ______________________________________________________________________
 KA1921  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 KA1921  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 KA1921  HORZ ORDER      -  SECOND
 KA1921  VERT ORDER      -  THIRD ? (See Below)
 KA1921
 KA1921.The horizontal coordinates were established by classical geodetic methods
 KA1921.and adjusted by the National Geodetic Survey in May 1999.
 KA1921
 KA1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1921
 KA1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1921.GEOID18 height accuracy estimate available here.
 KA1921
 KA1921.The vertical order pertains to the NGVD 29 superseded value.
 KA1921
 KA1921.Click photographs - Photos may exist for this station.
 KA1921
 KA1921.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1921
 KA1921. The following values were computed from the NAD 83(1997) position.
 KA1921
 KA1921;                    North         East     Units Scale Factor Converg.
 KA1921;SPC IN E     -   500,137.891    63,064.530   MT  0.99998346   -0 16 32.2
 KA1921;SPC IN E     - 1,640,869.06    206,904.21   sFT  0.99998346   -0 16 32.2
 KA1921;UTM  16      - 4,400,687.975   577,301.336   MT  0.99967356   +0 34 37.4
 KA1921
 KA1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1921!SPC IN E     -   0.99996748  x   0.99998346  =   0.99995094
 KA1921!UTM  16      -   0.99996748  x   0.99967356  =   0.99964105
 KA1921
 KA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7730100687(NAD 83)
 KA1921
 KA1921|---------------------------------------------------------------------|
 KA1921| PID    Reference Object                     Distance      Geod. Az  |
 KA1921|                                                           dddmmss.s |
 KA1921| CC8933 MICHIGAN RM                          14.805 METERS 12930     |
 KA1921| KA1919 PROSPECT                            365.429 METERS 26837     |
 KA1921|---------------------------------------------------------------------|
 KA1921
 KA1921                          SUPERSEDED SURVEY CONTROL
 KA1921
 KA1921  NAD 83(1986)-  39 45 09.35846(N)    086 05 51.59979(W) AD(       ) 2
 KA1921  NAD 27      -  39 45 09.20100(N)    086 05 51.65200(W) AD(       ) 2
 KA1921  USSD        -  39 45 09.25900(N)    086 05 51.41600(W) AD(       ) 3
 KA1921  NGVD 29             241.03   (m)          790.8    (f) LEVELING    3  
 KA1921
 KA1921.Superseded values are not recommended for survey control.
 KA1921
 KA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1921.See file dsdata.pdf to determine how the superseded data were derived.
 KA1921
 KA1921_MARKER: DS = TRIANGULATION STATION DISK
 KA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1921_STAMPING: MICHIGAN 1920
 KA1921_MARK LOGO: CGS
 KA1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1921+STABILITY: SURFACE MOTION
 KA1921
 KA1921  HISTORY     - Date     Condition        Report By
 KA1921  HISTORY     - 1920     MONUMENTED       CGS
 KA1921  HISTORY     - 1935     GOOD             CGS
 KA1921  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1921  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1921  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1921
 KA1921                          STATION DESCRIPTION
 KA1921
 KA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1921'IN THE CITY OF INDIANAPOLIS, ON THE S SIDE OF PROSPECT STREET, ON THE
 KA1921'CONCRETE CURB AT THE S EDGE OF THE ASPHALT PAVING, 14.705
 KA1921'METERS 48.24 FEET S OF THE S AND NEAREST RAIL OF THE ELECTRIC LINE
 KA1921'WHICH PARALLELS THE STREET ON THE N, AND 6.67 METERS 21.88 FEET
 KA1921'FROM THE INNER CORNER OF A CONCRETE CULVERT AT THE INTERSECTION OF
 KA1921'MICHIGAN AVENUE AND PROSPECT STREET. THE STATION IS MARKED BY A
 KA1921'STANDARD DISK STATION MARK SET IN THE CONCRETE CURB ABOVE MENTIONED.
 KA1921'THE REFERENCE MARK IS A BRONZE TABLET SET IN CONCRETE,
 KA1921'AND IS LOCATED IN THE TRIANGULAR LOT
 KA1921'BETWEEN MICHIGAN AVENUE AND PROSPECT STREET, 14.805 METERS 48.57 FEET
 KA1921'FROM THE STATION S 50 DEG 30 MIN E.
 KA1921
 KA1921                          STATION RECOVERY (1935)
 KA1921
 KA1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1921'STATION MARK RECOVERED IN GOOD CONDITION, REFERENCE MARK DESTROYED.
 KA1921'THE ELECTRIC RAILWAY TRACK HAS BEEN TAKEN UP. THE MARK WAS EASILY
 KA1921'RECOVERED BY MEASUREMENT FROM THE INNER CORNER 21.88 FEET OF A
 KA1921'CONCRETE CULVERT AS MENTIONED IN THE ORIGINAL DESCRIPTION.
 KA1921
 KA1921                          STATION RECOVERY (1959)
 KA1921
 KA1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1921'STATION WAS NOT FOUND DUE TO CONSTRUCTION IN AREA.  NO CURBING
 KA1921'FOUND.
 KA1921
 KA1921                          STATION RECOVERY (1975)
 KA1921
 KA1921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1921'STATION IN CURB REMOVED WHEN STREET WAS WIDENED.
 KA1921'
 KA1921'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE SIDE OF INDIANAPOLIS.
 KA1921
 KA1921                          STATION RECOVERY (1995)
 KA1921
 KA1921'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2440 ***********************************************************************
 ME2440  DESIGNATION -  MICHIGAN CITY
 ME2440  PID         -  ME2440
 ME2440  STATE/COUNTY-  IN/LA PORTE
 ME2440  COUNTRY     -  US
 ME2440  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2440
 ME2440                         *CURRENT SURVEY CONTROL
 ME2440  ______________________________________________________________________
 ME2440* NAD 83(1997) POSITION- 41 44 07.80177(N) 086 52 20.25911(W)   ADJUSTED
 ME2440* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 ME2440  ______________________________________________________________________
 ME2440  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME2440  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 ME2440  HORZ ORDER      -  FIRST
 ME2440
 ME2440.The horizontal coordinates were established by classical geodetic methods
 ME2440.and adjusted by the National Geodetic Survey in May 1999.
 ME2440
 ME2440.The orthometric height was scaled from a topographic map.
 ME2440
 ME2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2440.GEOID18 height accuracy estimate available here.
 ME2440
 ME2440.Click photographs - Photos may exist for this station.
 ME2440
 ME2440.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2440
 ME2440. The following values were computed from the NAD 83(1997) position.
 ME2440
 ME2440;                    North         East     Units Scale Factor Converg.
 ME2440;SPC IN W     -   720,262.436   917,556.393   MT  0.99997046   +0 08 25.8
 ME2440;SPC IN W     - 2,363,061.01  3,010,349.60   sFT  0.99997046   +0 08 25.8
 ME2440;UTM  16      - 4,620,417.705   510,619.977   MT  0.99960139   +0 05 06.0
 ME2440
 ME2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2440!SPC IN W     -   0.99997600  x   0.99997046  =   0.99994646
 ME2440!UTM  16      -   0.99997600  x   0.99960139  =   0.99957740
 ME2440
 ME2440:                Primary Azimuth Mark                     Grid Az
 ME2440:SPC IN W     -  BALD TOM USLS 1874                       049 58 17.6
 ME2440:UTM  16      -  BALD TOM USLS 1874                       050 01 37.4
 ME2440
 ME2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1061920417(NAD 83)
 ME2440
 ME2440|---------------------------------------------------------------------|
 ME2440| PID    Reference Object                     Distance      Geod. Az  |
 ME2440|                                                           dddmmss.s |
 ME2440| ME2404 BALD TOM USLS 1874                  APPROX.29.5 KM 0500643.4 |
 ME2440|---------------------------------------------------------------------|
 ME2440
 ME2440                          SUPERSEDED SURVEY CONTROL
 ME2440
 ME2440  NAD 83(1994)-  41 44 07.80580(N)    086 52 20.26106(W) AD(       ) 1
 ME2440  NAD 83(1986)-  41 44 07.80442(N)    086 52 20.26109(W) AD(       ) 1
 ME2440  NAD 27      -  41 44 07.65700(N)    086 52 20.14990(W) AD(       ) 1
 ME2440  USSD        -  41 44 07.73800(N)    086 52 20.02800(W) AD(       ) 3
 ME2440
 ME2440.Superseded values are not recommended for survey control.
 ME2440
 ME2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2440.See file dsdata.pdf to determine how the superseded data were derived.
 ME2440
 ME2440_MARKER: V = STONE MONUMENT
 ME2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2440
 ME2440  HISTORY     - Date     Condition        Report By
 ME2440  HISTORY     - 1874     MONUMENTED       USLS
 ME2440  HISTORY     - 1877     SEE DESCRIPTION  USLS
 ME2440
 ME2440                          STATION DESCRIPTION
 ME2440
 ME2440'DESCRIBED BY US LAKE SURVEY 1877
 ME2440'ABOUT 2 MILES NORTHEAST OF MICHIGAN CITY, ON LAST OF RANGE OF HIGH
 ME2440'HILLS IN THAT
 ME2440'DIRECTION, ABOUT 1/2 MILE NORTHWEST OF TRACK OF MICHIGAN
 ME2440'CENTRAL RAILROAD, AND IN SEC.
 ME2440'22, T. 38 N., R. 4 W., MICHIGAN TOWNSHIP.
 ME2440'MARKED BY STONE POST ABOUT 4 FEET BELOW SURFACE,
 ME2440'WITH WOODEN WITNESS
 ME2440'POST SET DIRECTLY ABOVE AS SURFACE MARK.  REFERENCE MARKS ARE STONE
 ME2440'POSTS AT
 ME2440'FOLLOWING DISTANCES AND BEARINGS FROM STATION- 3.36 METERS
 ME2440'(11.0 FEET), S. 81 DEG 43
 ME2440'MIN E., 13.19 METERS (43.3 FEET), S. 13 DEG 51 MIN W., AND
 ME2440'13.78 METERS (45.2 FEET), N. 53 DEG 43 MIN
 ME2440'W.  MILEPOST ON MICHIGAN-INDIANA
 ME2440'BOUNDARY LINE, MARKED BY OAK POST 4-1/2 INCHES SQUARE AND
 ME2440'ABOUT 3 FEET HIGH,
 ME2440'STANDING IN MARSH, IS 6,935.6 METERS (22,755 FEET) FROM STATION
 ME2440'ON BEARING N. 66 DEG 46
 ME2440'MIN 17 SEC E. AZIMUTH FROM STATION TO LIGHTHOUSE AT
 ME2440'MICHIGAN CITY, DISTANT 3,145 METERS
 ME2440'(10,318 FEET), IS S. 62 DEG 46 MIN W.
 ME2440'IN 1935 THIS STATION WAS REPORTED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2455 ***********************************************************************
 ME2455  DESIGNATION -  MICHIGAN CITY
 ME2455  PID         -  ME2455
 ME2455  STATE/COUNTY-  IN/LA PORTE
 ME2455  COUNTRY     -  US
 ME2455  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2455
 ME2455                         *CURRENT SURVEY CONTROL
 ME2455  ______________________________________________________________________
 ME2455* NAD 83(1997) POSITION- 41 43 30.99608(N) 086 53 54.81219(W)   ADJUSTED
 ME2455* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 ME2455  ______________________________________________________________________
 ME2455  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME2455  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 ME2455  HORZ ORDER      -  FIRST
 ME2455
 ME2455.The horizontal coordinates were established by classical geodetic methods
 ME2455.and adjusted by the National Geodetic Survey in May 1999.
 ME2455
 ME2455.The orthometric height was scaled from a topographic map.
 ME2455
 ME2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2455.GEOID18 height accuracy estimate available here.
 ME2455
 ME2455.Click photographs - Photos may exist for this station.
 ME2455
 ME2455.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2455
 ME2455. The following values were computed from the NAD 83(1997) position.
 ME2455
 ME2455;                    North         East     Units Scale Factor Converg.
 ME2455;SPC IN W     -   719,121.911   915,373.859   MT  0.99996957   +0 07 22.7
 ME2455;SPC IN W     - 2,359,319.14  3,003,189.07   sFT  0.99996957   +0 07 22.7
 ME2455;UTM  16      - 4,619,279.713   508,437.146   MT  0.99960088   +0 04 03.1
 ME2455
 ME2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2455!SPC IN W     -   0.99997317  x   0.99996957  =   0.99994274
 ME2455!UTM  16      -   0.99997317  x   0.99960088  =   0.99957406
 ME2455
 ME2455:                Primary Azimuth Mark                     Grid Az
 ME2455:SPC IN W     -  MICHIGAN CITY MUNICIPAL TANK             125 51 23.1
 ME2455:UTM  16      -  MICHIGAN CITY MUNICIPAL TANK             125 54 42.7
 ME2455
 ME2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0843719279(NAD 83)
 ME2455
 ME2455|---------------------------------------------------------------------|
 ME2455| PID    Reference Object                     Distance      Geod. Az  |
 ME2455|                                                           dddmmss.s |
 ME2455| CM3152 MICHIGAN CITY RM 2                    3.392 METERS 01139     |
 ME2455| ME2441 LAPORTE MICROWAVE KSA 44 LT         APPROX.13.4 KM 1244104.0 |
 ME2455| ME2439 MICHIGAN CITY MUNICIPAL TANK        APPROX. 3.0 KM 1255845.8 |
 ME2455| ME2463 MICHIGAN CITY ST MARYS CATH CH      APPROX. 1.4 KM 1831450.5 |
 ME2455| ME2465 RADIO STATION WIMS SOUTH MAST       APPROX. 6.2 KM 2102932.0 |
 ME2455| ME2466 RADIO STATION WIMS MIDDLE MAST      APPROX. 6.1 KM 2103611.0 |
 ME2455| ME2467 RADIO STATION WIMS NORTH MAST       APPROX. 6.1 KM 2104247.2 |
 ME2455| CM3151 MICHIGAN CITY RM 1                    3.576 METERS 30154     |
 ME2455| ME2456 MICHIGAN CITY PARK LOT                1.160 METERS 33441     |
 ME2455|---------------------------------------------------------------------|
 ME2455
 ME2455                          SUPERSEDED SURVEY CONTROL
 ME2455
 ME2455  NAD 83(1994)-  41 43 31.00090(N)    086 53 54.81682(W) AD(       ) 1
 ME2455  NAD 83(1986)-  41 43 31.00041(N)    086 53 54.81737(W) AD(       ) 1
 ME2455  NAD 27      -  41 43 30.86070(N)    086 53 54.71100(W) AD(       ) 1
 ME2455
 ME2455.Superseded values are not recommended for survey control.
 ME2455
 ME2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2455.See file dsdata.pdf to determine how the superseded data were derived.
 ME2455
 ME2455_MARKER: DS = TRIANGULATION STATION DISK
 ME2455_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME2455_SP_SET: LOOKOUT TOWER ROOF
 ME2455_STAMPING: MICHIGAN CITY 1952
 ME2455_MARK LOGO: CGS
 ME2455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2455+STABILITY: POSITION/ELEVATION WELL
 ME2455
 ME2455  HISTORY     - Date     Condition        Report By
 ME2455  HISTORY     - 1952     MONUMENTED       CGS
 ME2455
 ME2455                          STATION DESCRIPTION
 ME2455
 ME2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2455'STATION IS LOCATED ATOP THE LOOKOUT TOWER IN WASHINGTON PARK IN
 ME2455'MICHIGAN CITY.  IT IS 4 FEET SOUTH OF THE CENTER OF THE HATCH OPENINGS
 ME2455'ON TO THE ROOF.  THE DISK IS SET FLUSH IN A DRILLED HOLE AND IS
 ME2455'STAMPED MICHIGAN CITY 1952.
 ME2455'
 ME2455'REFERENCE MARK NO. 1 IS ON THE NORTHWEST CORNER OF THE ROOF OF THE
 ME2455'TOWER.  THE DISK IS SET FLUSH IN A DRILLED HOLE AND IS STAMPED
 ME2455'MICHIGAN CITY NO 1 1952.
 ME2455'
 ME2455'REFERENCE MARK NO. 2 IS ON THE NORTHEAST CORNER OF THE ROOF.  THE DISK
 ME2455'IS SET FLUSH IN A DRILLED HOLE AND IS STAMPED MICHIGAN CITY NO 2 1952.
 ME2455'
 ME2455'NO AZIMUTH MARK SET.
 ME2455'
 ME2455'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 12 AND 421 IN MICHIGAN
 ME2455'CITY, GO NORTH ON HIGHWAY 421 FOR 0.25 MILE TO ENTRANCE OF WASHINGTON
 ME2455'PARK, TURN RIGHT ON PAVED ROAD THROUGH PARK AND GO EAST FOR 0.15 MILE
 ME2455'TO PARK ZOO, PACK UP HILL THROUGH ZOO TO TOWER AND STATION AS
 ME2455'DESCRIBED.
 ME2455'
 ME2455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2439 ***********************************************************************
 ME2439  DESIGNATION -  MICHIGAN CITY MUNICIPAL TANK
 ME2439  PID         -  ME2439
 ME2439  STATE/COUNTY-  IN/LA PORTE
 ME2439  COUNTRY     -  US
 ME2439  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2439
 ME2439                         *CURRENT SURVEY CONTROL
 ME2439  ______________________________________________________________________
 ME2439* NAD 83(1997) POSITION- 41 42 33.48191(N) 086 52 09.11447(W)   ADJUSTED
 ME2439  ______________________________________________________________________
 ME2439  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 ME2439  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 ME2439  HORZ ORDER      -  THIRD
 ME2439
 ME2439.The horizontal coordinates were established by classical geodetic methods
 ME2439.and adjusted by the National Geodetic Survey in May 1999.
 ME2439
 ME2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2439.GEOID18 height accuracy estimate available here.
 ME2439
 ME2439.Click photographs - Photos may exist for this station.
 ME2439
 ME2439.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2439
 ME2439. The following values were computed from the NAD 83(1997) position.
 ME2439
 ME2439;                    North         East     Units Scale Factor Converg.
 ME2439;SPC IN W     -   717,353.192   917,821.165   MT  0.99997057   +0 08 32.9
 ME2439;SPC IN W     - 2,353,516.26  3,011,218.27   sFT  0.99997057   +0 08 32.9
 ME2439;UTM  16      - 4,617,509.280   510,881.837   MT  0.99960146   +0 05 13.3
 ME2439
 ME2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1088117509(NAD 83)
 ME2439
 ME2439                          SUPERSEDED SURVEY CONTROL
 ME2439
 ME2439  NAD 83(1994)-  41 42 33.48636(N)    086 52 09.11852(W) AD(       ) 3
 ME2439  NAD 83(1986)-  41 42 33.48574(N)    086 52 09.11872(W) AD(       ) 3
 ME2439  NAD 27      -  41 42 33.33600(N)    086 52 09.01000(W) AD(       ) 3
 ME2439
 ME2439.Superseded values are not recommended for survey control.
 ME2439
 ME2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2439.See file dsdata.pdf to determine how the superseded data were derived.
 ME2439
 ME2439_MARKER: 53 = ELEVATED TANK
 ME2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2439+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 ME2439
 ME2439  HISTORY     - Date     Condition        Report By
 ME2439  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2439  HISTORY     - 1988     GOOD             USPSQD
 ME2439  HISTORY     - 20060811 GOOD             GEOCAC
 ME2439
 ME2439                          STATION DESCRIPTION
 ME2439
 ME2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2439'THE STATION IS THE LIGHT ATOP THE MICHIGAN CITY
 ME2439'MUNI.  WATER TANK,
 ME2439'A SILVER COLORED STEEL STRUCTURE WITH 12 LEGS, 150
 ME2439'FEET TALL AND THE LETTERS MICHIGAN
 ME2439'CITY ON THE NORTHWEST AND SOUTHEAST
 ME2439'SIDES OF THE TANK.  IT IS NEAR THE MICHIGAN
 ME2439'CITY-TRAIL CREEK CITY LIMITS
 ME2439'LINE AND NORTH EAST OF THE INTERSECTION OF U.S. HIGHWAY 35 AND
 ME2439'CARROLL STREET.
 ME2439
 ME2439                          STATION RECOVERY (1988)
 ME2439
 ME2439'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2439'RECOVERED IN GOOD CONDITION.
 ME2439
 ME2439                          STATION RECOVERY (2006)
 ME2439
 ME2439'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME2439'THE TANK IS PAINTED WHITE WITH THE LETTERING MICHIGAN CITY INDIANA ON
 ME2439'THE WEST SIDE OF THE TANK OVER A PAINTED BLUE SKY WITH CLOUDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2457 ***********************************************************************
 ME2457  DESIGNATION -  MICHIGAN CITY N IND P S CO STK
 ME2457  PID         -  ME2457
 ME2457  STATE/COUNTY-  IN/LA PORTE
 ME2457  COUNTRY     -  US
 ME2457  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2457
 ME2457                         *CURRENT SURVEY CONTROL
 ME2457  ______________________________________________________________________
 ME2457* NAD 83(1997) POSITION- 41 43 16.43730(N) 086 54 32.36084(W)   ADJUSTED
 ME2457  ______________________________________________________________________
 ME2457  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 ME2457  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 ME2457  HORZ ORDER      -  THIRD
 ME2457
 ME2457.The horizontal coordinates were established by classical geodetic methods
 ME2457.and adjusted by the National Geodetic Survey in May 1999.
 ME2457
 ME2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2457.GEOID18 height accuracy estimate available here.
 ME2457
 ME2457.Click photographs - Photos may exist for this station.
 ME2457
 ME2457.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2457
 ME2457. The following values were computed from the NAD 83(1997) position.
 ME2457
 ME2457;                    North         East     Units Scale Factor Converg.
 ME2457;SPC IN W     -   718,670.945   914,506.942   MT  0.99996926   +0 06 57.7
 ME2457;SPC IN W     - 2,357,839.59  3,000,344.86   sFT  0.99996926   +0 06 57.7
 ME2457;UTM  16      - 4,618,829.753   507,570.112   MT  0.99960071   +0 03 38.0
 ME2457
 ME2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0757018829(NAD 83)
 ME2457
 ME2457                          SUPERSEDED SURVEY CONTROL
 ME2457
 ME2457  NAD 83(1994)-  41 43 16.44213(N)    086 54 32.36585(W) AD(       ) 3
 ME2457  NAD 83(1986)-  41 43 16.44148(N)    086 54 32.36608(W) AD(       ) 3
 ME2457  NAD 27      -  41 43 16.30400(N)    086 54 32.24800(W) AD(       ) 3
 ME2457
 ME2457.Superseded values are not recommended for survey control.
 ME2457
 ME2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2457.See file dsdata.pdf to determine how the superseded data were derived.
 ME2457
 ME2457_MARKER: 63 = STACK
 ME2457
 ME2457  HISTORY     - Date     Condition        Report By
 ME2457  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2457
 ME2457                          STATION DESCRIPTION
 ME2457
 ME2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2457'THE STATION IS THE CENTER OF THE TOP OF THE LARGEST OF FOUR
 ME2457'STEEL STACKS ON
 ME2457'THE NORTHERN INDIANA PUBLIC SERVICE CO. GENERATING STATION IN
 ME2457'MICHIGAN CITY.  IT IS 277 FEET
 ME2457'HIGH.  THE GENERATING STATION IS NORTHWEST OF THE CENTER OF MICHIGAN
 ME2457'CITY, ON THE SHORE OF LAKE MICHIGAN.  IT
 ME2457'IS AT THE NORTH END OF WABASH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2456 ***********************************************************************
 ME2456  DESIGNATION -  MICHIGAN CITY PARK LOT
 ME2456  PID         -  ME2456
 ME2456  STATE/COUNTY-  IN/LA PORTE
 ME2456  COUNTRY     -  US
 ME2456  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2456
 ME2456                         *CURRENT SURVEY CONTROL
 ME2456  ______________________________________________________________________
 ME2456* NAD 83(1997) POSITION- 41 43 31.03006(N) 086 53 54.83364(W)   ADJUSTED
 ME2456  ______________________________________________________________________
 ME2456  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME2456  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 ME2456  HORZ ORDER      -  THIRD
 ME2456
 ME2456.The horizontal coordinates were established by classical geodetic methods
 ME2456.and adjusted by the National Geodetic Survey in May 1999.
 ME2456
 ME2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2456.GEOID18 height accuracy estimate available here.
 ME2456
 ME2456.Click photographs - Photos may exist for this station.
 ME2456
 ME2456.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2456
 ME2456. The following values were computed from the NAD 83(1997) position.
 ME2456
 ME2456;                    North         East     Units Scale Factor Converg.
 ME2456;SPC IN W     -   719,122.958   915,373.361   MT  0.99996957   +0 07 22.7
 ME2456;SPC IN W     - 2,359,322.57  3,003,187.44   sFT  0.99996957   +0 07 22.7
 ME2456;UTM  16      - 4,619,280.761   508,436.649   MT  0.99960088   +0 04 03.0
 ME2456
 ME2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0843619280(NAD 83)
 ME2456
 ME2456                          SUPERSEDED SURVEY CONTROL
 ME2456
 ME2456  NAD 83(1994)-  41 43 31.03489(N)    086 53 54.83828(W) AD(       ) 3
 ME2456  NAD 83(1986)-  41 43 31.03440(N)    086 53 54.83883(W) AD(       ) 3
 ME2456  NAD 27      -  41 43 30.89470(N)    086 53 54.73250(W) AD(       ) 3
 ME2456
 ME2456.Superseded values are not recommended for survey control.
 ME2456
 ME2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2456.See file dsdata.pdf to determine how the superseded data were derived.
 ME2456
 ME2456_MARKER: 57 = LOOKOUT TOWER
 ME2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2456+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 ME2456
 ME2456  HISTORY     - Date     Condition        Report By
 ME2456  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2456  HISTORY     - 20060811 GOOD             GEOCAC
 ME2456
 ME2456                          STATION DESCRIPTION
 ME2456
 ME2456'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2458 ***********************************************************************
 ME2458  DESIGNATION -  MICHIGAN CITY PULLMAN CAR TK
 ME2458  PID         -  ME2458
 ME2458  STATE/COUNTY-  IN/LA PORTE
 ME2458  COUNTRY     -  US
 ME2458  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2458
 ME2458                         *CURRENT SURVEY CONTROL
 ME2458  ______________________________________________________________________
 ME2458* NAD 83(1997) POSITION- 41 42 13.75504(N) 086 54 28.52277(W)   ADJUSTED
 ME2458  ______________________________________________________________________
 ME2458  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 ME2458  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 ME2458  HORZ ORDER      -  THIRD
 ME2458
 ME2458.The horizontal coordinates were established by classical geodetic methods
 ME2458.and adjusted by the National Geodetic Survey in May 1999.
 ME2458
 ME2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2458.GEOID18 height accuracy estimate available here.
 ME2458
 ME2458.Click photographs - Photos may exist for this station.
 ME2458
 ME2458.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2458
 ME2458. The following values were computed from the NAD 83(1997) position.
 ME2458
 ME2458;                    North         East     Units Scale Factor Converg.
 ME2458;SPC IN W     -   716,737.307   914,599.593   MT  0.99996929   +0 07 00.1
 ME2458;SPC IN W     - 2,351,495.65  3,000,648.83   sFT  0.99996929   +0 07 00.1
 ME2458;UTM  16      - 4,616,896.739   507,660.858   MT  0.99960072   +0 03 40.5
 ME2458
 ME2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0766016896(NAD 83)
 ME2458
 ME2458                          SUPERSEDED SURVEY CONTROL
 ME2458
 ME2458  NAD 83(1994)-  41 42 13.76102(N)    086 54 28.52652(W) AD(       ) 3
 ME2458  NAD 83(1986)-  41 42 13.76106(N)    086 54 28.52660(W) AD(       ) 3
 ME2458  NAD 27      -  41 42 13.62200(N)    086 54 28.42100(W) AD(       ) 3
 ME2458
 ME2458.Superseded values are not recommended for survey control.
 ME2458
 ME2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2458.See file dsdata.pdf to determine how the superseded data were derived.
 ME2458
 ME2458_MARKER: 53 = ELEVATED TANK
 ME2458
 ME2458  HISTORY     - Date     Condition        Report By
 ME2458  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2458  HISTORY     - 1988     GOOD             USPSQD
 ME2458
 ME2458                          STATION DESCRIPTION
 ME2458
 ME2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2458'THE STATION IS THE CAP ATOP THE PULLMAN STANDARD CAR MGG. CO. WATER
 ME2458'TANK, LOCATED IN
 ME2458'THE SOUTHWESTERN PART OF MICHIGAN CITY.  IT IS A FOUR
 ME2458'LEGGED SILVER COLORED STURCTURE 130
 ME2458'FEET HIGH WITH THE LETTERS PULLMAN
 ME2458'ON THE TANK.  TO REACH FROM THE INTERSECTION OF
 ME2458'CHICAGO AND GREEN STREETS
 ME2458'GO SOUTHEAST ON PRIVATE DIRT ROAD THROUGH COMPANY GROUNDS TO TANK
 ME2458'ON LEFT.
 ME2458
 ME2458                          STATION RECOVERY (1988)
 ME2458
 ME2458'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2463 ***********************************************************************
 ME2463  DESIGNATION -  MICHIGAN CITY ST MARYS CATH CH
 ME2463  PID         -  ME2463
 ME2463  STATE/COUNTY-  IN/LA PORTE
 ME2463  COUNTRY     -  US
 ME2463  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2463
 ME2463                         *CURRENT SURVEY CONTROL
 ME2463  ______________________________________________________________________
 ME2463* NAD 83(1997) POSITION- 41 42 47.12234(N) 086 53 58.13442(W)   ADJUSTED
 ME2463  ______________________________________________________________________
 ME2463  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME2463  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 ME2463  HORZ ORDER      -  THIRD
 ME2463
 ME2463.The horizontal coordinates were established by classical geodetic methods
 ME2463.and adjusted by the National Geodetic Survey in May 1999.
 ME2463
 ME2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2463.GEOID18 height accuracy estimate available here.
 ME2463
 ME2463.Click photographs - Photos may exist for this station.
 ME2463
 ME2463.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2463
 ME2463. The following values were computed from the NAD 83(1997) position.
 ME2463
 ME2463;                    North         East     Units Scale Factor Converg.
 ME2463;SPC IN W     -   717,768.190   915,299.966   MT  0.99996955   +0 07 20.4
 ME2463;SPC IN W     - 2,354,877.80  3,002,946.64   sFT  0.99996955   +0 07 20.4
 ME2463;UTM  16      - 4,617,926.564   508,361.970   MT  0.99960086   +0 04 00.8
 ME2463
 ME2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0836117926(NAD 83)
 ME2463
 ME2463                          SUPERSEDED SURVEY CONTROL
 ME2463
 ME2463  NAD 83(1994)-  41 42 47.12717(N)    086 53 58.13906(W) AD(       ) 3
 ME2463  NAD 83(1986)-  41 42 47.12655(N)    086 53 58.13952(W) AD(       ) 3
 ME2463  NAD 27      -  41 42 46.98800(N)    086 53 58.03400(W) AD(       ) 3
 ME2463
 ME2463.Superseded values are not recommended for survey control.
 ME2463
 ME2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2463.See file dsdata.pdf to determine how the superseded data were derived.
 ME2463
 ME2463_MARKER: 90 = CHURCH SPIRE
 ME2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2463+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 ME2463
 ME2463  HISTORY     - Date     Condition        Report By
 ME2463  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2463  HISTORY     - 1988     GOOD             USPSQD
 ME2463  HISTORY     - 20060811 GOOD             GEOCAC
 ME2463
 ME2463                          STATION DESCRIPTION
 ME2463
 ME2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2463'THE STATION IS THE BRONZE COLORED CROSS ATOP THE ST. MARYS CATHOLIC
 ME2463'CHURCH SPIRE,
 ME2463'LOCATED ON THE SOUTHWEST CORNER OF BUFFALO AND WEST TENTH
 ME2463'STREETS IN THE SOUTHWESTERN PART
 ME2463'OF MICHIGAN CITY.  THE SPIRE IS ON THE
 ME2463'NORTH END OF THE BUILDING AND IS 150 FEET HIGH.
 ME2463
 ME2463                          STATION RECOVERY (1988)
 ME2463
 ME2463'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2463'RECOVERED IN GOOD CONDITION.
 ME2463
 ME2463                          STATION RECOVERY (2006)
 ME2463
 ME2463'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME2463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2534 ***********************************************************************
 LB2534  DESIGNATION -  MICHIGANTOWN
 LB2534  PID         -  LB2534
 LB2534  STATE/COUNTY-  IN/CLINTON
 LB2534  COUNTRY     -  US
 LB2534  USGS QUAD   -  MICHIGANTOWN (2019)
 LB2534
 LB2534                         *CURRENT SURVEY CONTROL
 LB2534  ______________________________________________________________________
 LB2534* NAD 83(1997) POSITION- 40 19 43.77544(N) 086 23 25.97004(W)   ADJUSTED
 LB2534* NAVD 88 ORTHO HEIGHT -   266.04  (+/-2cm)      872.8   (feet) VERTCON3
 LB2534  ______________________________________________________________________
 LB2534  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LB2534  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 LB2534  HORZ ORDER      -  THIRD
 LB2534  VERT ORDER      -  THIRD ? (See Below)
 LB2534
 LB2534.The horizontal coordinates were established by classical geodetic methods
 LB2534.and adjusted by the National Geodetic Survey in May 1999.
 LB2534
 LB2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2534
 LB2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2534.GEOID18 height accuracy estimate available here.
 LB2534
 LB2534.The vertical order pertains to the NGVD 29 superseded value.
 LB2534
 LB2534.Click photographs - Photos may exist for this station.
 LB2534
 LB2534.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2534
 LB2534. The following values were computed from the NAD 83(1997) position.
 LB2534
 LB2534;                    North         East     Units Scale Factor Converg.
 LB2534;SPC IN W     -   564,258.945   958,873.202   MT  1.00000932   +0 26 54.1
 LB2534;SPC IN W     - 1,851,239.56  3,145,903.16   sFT  1.00000932   +0 26 54.1
 LB2534;UTM  16      - 4,464,432.988   551,772.469   MT  0.99963299   +0 23 39.9
 LB2534
 LB2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2534!SPC IN W     -   0.99996363  x   1.00000932  =   0.99997295
 LB2534!UTM  16      -   0.99996363  x   0.99963299  =   0.99959663
 LB2534
 LB2534:                Primary Azimuth Mark                     Grid Az
 LB2534:SPC IN W     -  MICHIGANTOWN AZ MK                       019 23 09.7
 LB2534:UTM  16      -  MICHIGANTOWN AZ MK                       019 26 23.9
 LB2534
 LB2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5177264432(NAD 83)
 LB2534
 LB2534|---------------------------------------------------------------------|
 LB2534| PID    Reference Object                     Distance      Geod. Az  |
 LB2534|                                                           dddmmss.s |
 LB2534| CC8934 MICHIGANTOWN AZ MK                                 0195003.8 |
 LB2534| CC8935 MICHIGANTOWN RM 1                    17.209 METERS 11841     |
 LB2534| CC8936 MICHIGANTOWN RM 2                    26.188 METERS 17209     |
 LB2534|---------------------------------------------------------------------|
 LB2534
 LB2534                          SUPERSEDED SURVEY CONTROL
 LB2534
 LB2534  NAD 83(1986)-  40 19 43.78165(N)    086 23 25.98328(W) AD(       ) 3
 LB2534  NAD 27      -  40 19 43.65180(N)    086 23 25.97740(W) AD(       ) 3
 LB2534  NGVD 29             266.15   (m)          873.2    (f) LEVELING    3  
 LB2534
 LB2534.Superseded values are not recommended for survey control.
 LB2534
 LB2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2534.See file dsdata.pdf to determine how the superseded data were derived.
 LB2534
 LB2534_MARKER: DS = TRIANGULATION STATION DISK
 LB2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2534_STAMPING: MICHIGANTOWN 1954
 LB2534_MARK LOGO: CGS
 LB2534_PROJECTION: FLUSH
 LB2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2534+STABILITY: SURFACE MOTION
 LB2534
 LB2534  HISTORY     - Date     Condition        Report By
 LB2534  HISTORY     - 1954     MONUMENTED       CGS
 LB2534
 LB2534                          STATION DESCRIPTION
 LB2534
 LB2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2534'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE GROUNDS OF THE
 LB2534'MICHIGANTOWN PUBLIC SCHOOL IN THE EAST SECTION OF MICHIGANTOWN.  IT
 LB2534'IS 134 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 LB2534'BUILDING, 53 FEET EAST OF A 36 INCH LOCUST TREE, 30 FEET SOUTH OF
 LB2534'THE CENTER OF A GRAVEL STREET AND 29 FEET WEST OF THE CENTER OF A
 LB2534'PAVED STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2534'MICHIGANTOWN 1954.
 LB2534'
 LB2534'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF THE PAVED
 LB2534'STREET AND 2 FEET NORTH OF A POWER LINE POLE.  THE MARK IS FLUSH AND
 LB2534'THE DISK IS STAMPED MICHIGANTOWN NO 1 1954.
 LB2534'
 LB2534'REFERENCE MARK NO. 2 IS 106 FEET EAST OF THE NORTHEAST CORNER OF THE
 LB2534'SCHOOL BUILDING, 52 FEET NORTH OF 30 INCH MAPLE TREE AND 17 FEET
 LB2534'WEST OF THE CENTER OF THE PAVED STREET.  THE MARK IS FLUSH AND THE
 LB2534'DISK IS STAMPED MICHIGANTOWN NO 2 1954.
 LB2534'
 LB2534'AZIMUTH MARK IS 63 FEET EAST OF A POWER POLE, 10 FEET SOUTH OF THE
 LB2534'CENTER OF A GRAVEL DRIVEWAY AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LB2534'IS FLUSH AND THE DISK IS STAMPED MICHIGANTOWN 1954.
 LB2534'
 LB2534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED STREET
 LB2534'FOR 0.2 MILE TO A GRAVEL DRIVEWAY RIGHT.  TURN RIGHT AND GO EAST ON
 LB2534'DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2534'
 LB2534'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3222 ***********************************************************************
 ME3222  CBN         -  This is a Cooperative Base Network Control Station.
 ME3222  PACS        -  This is a Primary Airport Control Station.
 ME3222  DESIGNATION -  MICPORT
 ME3222  PID         -  ME3222
 ME3222  STATE/COUNTY-  IN/LA PORTE
 ME3222  COUNTRY     -  US
 ME3222  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME3222
 ME3222                         *CURRENT SURVEY CONTROL
 ME3222  ______________________________________________________________________
 ME3222* NAD 83(2011) POSITION- 41 41 57.97068(N) 086 49 22.59213(W)   ADJUSTED
 ME3222* NAD 83(2011) ELLIP HT-   165.103 (meters)        (06/27/12)   ADJUSTED
 ME3222* NAD 83(2011) EPOCH   -  2010.00
 ME3222* NAVD 88 ORTHO HEIGHT -   198.96  (meters)      652.8   (feet) GPS OBS
 ME3222  ______________________________________________________________________
 ME3222  NAVD 88 orthometric height was determined with geoid model    GEOID96
 ME3222  GEOID HEIGHT    -        -33.772 (meters)                     GEOID96
 ME3222  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 ME3222  NAD 83(2011) X  -    264,328.020 (meters)                     COMP
 ME3222  NAD 83(2011) Y  - -4,762,064.749 (meters)                     COMP
 ME3222  NAD 83(2011) Z  -  4,220,846.251 (meters)                     COMP
 ME3222  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 ME3222
 ME3222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3222  Standards:
 ME3222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3222  -------------------------------------------------------------------
 ME3222  NETWORK    0.81   1.78           0.38   0.25   0.91     -0.06949575
 ME3222  -------------------------------------------------------------------
 ME3222  Click here for local accuracies and other accuracy information.
 ME3222
 ME3222.This mark is at Michigan City Airport (MGC)
 ME3222
 ME3222.The horizontal coordinates were established by GPS observations
 ME3222.and adjusted by the National Geodetic Survey in June 2012.
 ME3222
 ME3222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3222.been affixed to the stable North American tectonic plate. See 
 ME3222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3222
 ME3222.The horizontal coordinates are valid at the epoch date displayed above
 ME3222.which is a decimal equivalence of Year/Month/Day.
 ME3222
 ME3222.The orthometric height was determined by GPS observations and a
 ME3222.high-resolution geoid model.
 ME3222
 ME3222.GPS derived orthometric heights for airport stations designated as
 ME3222.PACS or SACS are published to 2 decimal places.  This maintains
 ME3222.centimeter relative accuracy between the PACS and SACS.  It does
 ME3222.not indicate centimeter accuracy relative to other marks which are
 ME3222.part of the published vertical control network.
 ME3222
 ME3222.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3222.GEOID18 height accuracy estimate available here.
 ME3222
 ME3222.Click photographs - Photos may exist for this station.
 ME3222
 ME3222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3222
 ME3222.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3222
 ME3222.The ellipsoidal height was determined by GPS observations
 ME3222.and is referenced to NAD 83.
 ME3222
 ME3222. The following values were computed from the NAD 83(2011) position.
 ME3222
 ME3222;                    North         East     Units Scale Factor Converg.
 ME3222;SPC IN W     -   716,268.238   921,674.108   MT  0.99997245   +0 10 23.6
 ME3222;SPC IN W     - 2,349,956.71  3,023,859.14   sFT  0.99997245   +0 10 23.6
 ME3222;UTM  16      - 4,616,421.000   514,732.305   MT  0.99960267   +0 07 04.0
 ME3222
 ME3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3222!SPC IN W     -   0.99997410  x   0.99997245  =   0.99994656
 ME3222!UTM  16      -   0.99997410  x   0.99960267  =   0.99957679
 ME3222
 ME3222:                Primary Azimuth Mark                     Grid Az
 ME3222:SPC IN W     -  MICPORT AZ MK                            020 12 00.3
 ME3222:UTM  16      -  MICPORT AZ MK                            020 15 19.9
 ME3222
 ME3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1473216421(NAD 83)
 ME3222
 ME3222|---------------------------------------------------------------------|
 ME3222| PID    Reference Object                     Distance      Geod. Az  |
 ME3222|                                                           dddmmss.s |
 ME3222| ME3223 MICPORT AZ MK                       APPROX. 0.8 KM 0202223.9 |
 ME3222|---------------------------------------------------------------------|
 ME3222
 ME3222                          SUPERSEDED SURVEY CONTROL
 ME3222
 ME3222  NAD 83(2007)-  41 41 57.97078(N)    086 49 22.59308(W) AD(2002.00) 0
 ME3222  ELLIP H (02/10/07)  165.123  (m)                       GP(2002.00)    
 ME3222  NAD 83(1997)-  41 41 57.97064(N)    086 49 22.59312(W) AD(       ) B
 ME3222  ELLIP H (04/10/98)  165.159  (m)                       GP(       ) 4 1
 ME3222  NAD 83(1994)-  41 41 57.97405(N)    086 49 22.59914(W) AD(       ) 3
 ME3222  NAD 83(1986)-  41 41 57.97582(N)    086 49 22.59867(W) AD(       ) 3
 ME3222  NAD 27      -  41 41 57.83714(N)    086 49 22.50592(W) AD(       ) 3
 ME3222  NAVD 88 (09/30/91)  198.53   (m)  UNKNOWN  model used  GPS OBS        
 ME3222  NGVD 29 (02/23/89)  199.09   (m)  RAPSU86  model used  GPS OBS        
 ME3222
 ME3222.Superseded values are not recommended for survey control.
 ME3222
 ME3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3222.See file dsdata.pdf to determine how the superseded data were derived.
 ME3222
 ME3222_MARKER: F = FLANGE-ENCASED ROD
 ME3222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3222_STAMPING: MICPORT 1988
 ME3222_MARK LOGO: NGS
 ME3222_PROJECTION: RECESSED 10 CENTIMETERS
 ME3222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3222+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2022
 ME3222_ROD/PIPE-DEPTH: 3.7 meters
 ME3222_SLEEVE-DEPTH  : 0.3 meters
 ME3222
 ME3222  HISTORY     - Date     Condition        Report By
 ME3222  HISTORY     - 1988     MONUMENTED       NGS
 ME3222  HISTORY     - 19891130 GOOD             NGS
 ME3222  HISTORY     - 19970513 GOOD             NGS
 ME3222  HISTORY     - 20150825 GOOD             LFA
 ME3222  HISTORY     - 20210803 GOOD             LFA
 ME3222  HISTORY     - 20220608 GOOD             IN-127
 ME3222
 ME3222                          STATION DESCRIPTION
 ME3222
 ME3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3222'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF MICHIGAN
 ME3222'CITY, 1.3 KM (0.80 MI) NORTHWEST OF INTERSTATE HIGHWAY 94 AND AT THE
 ME3222'MICHIGAN CITY AIRPORT.  OWNERSHIP--CITY OF MICHIGAN CITY, 5814 EAST
 ME3222'MICHIGAN BLVD, MICHIGAN CITY, IN 46360, PHONE 219-872-0121.  AIRPORT
 ME3222'MANAGER IS JERRY BEACH.
 ME3222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 35 AND
 ME3222'STATE HIGHWAY 212 AT THE SOUTHEAST EDGE OF MICHIGAN CITY, GO SOUTH ON
 ME3222'U.S. HIGHWAY 35 FOR 0.48 KM (0.30 MI) TO AIRPORT ENTRANCE AND OFFICE
 ME3222'ON THE LEFT.  FROM THE GATE AT THE NORTHWEST CORNER OF OFFICE, PASS
 ME3222'THRU GATE AND GO NORTHWESTERLY ACROSS AIRPORT APRON FOR 0.05 KM
 ME3222'(0.05 MI) TO THE END OF RUNWAY 2.  TURN RIGHT AND GO NORTHERLY ALONG
 ME3222'THE RUNWAY FOR 0.14 KM (0.10 MI) TO A TAXIWAY LEADING UP TO HANGARS
 ME3222'AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 ME3222'INTERSECTION.
 ME3222'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 ME3222'DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 ME3222'ENCASED IN CONCRETE WITH A LOGO CAP STAMPED---MICPORT 1988---, THE
 ME3222'ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 51.6 M
 ME3222'(169.3 FT) NORTH FROM CENTER OF TAXIWAY, 16.8 M (55.1 FT) EAST FROM
 ME3222'CENTER OF RUNWAY AND 2.5 M (8.2 FT) EAST FROM AN ORANGE AND WHITE
 ME3222'RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS POST.
 ME3222'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3222'DESCRIBED BY D.L. ADAMS.
 ME3222
 ME3222                          STATION RECOVERY (1989)
 ME3222
 ME3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ME3222'RECOVERED IN GOOD CONDITION.
 ME3222
 ME3222                          STATION RECOVERY (1997)
 ME3222
 ME3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3222'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF MICHIGAN
 ME3222'CITY, 1.3 KM (0.80 MI) NORTHWEST OF INTERSTATE HIGHWAY 94, AT THE
 ME3222'MICHIGAN CITY AIRPORT, EAST-NORTHEAST OF RUNWAY END 2, JUST
 ME3222'EAST-SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH-NORTHEAST OF THE
 ME3222'TAXI/RAMP AT RUNWAY END 2.  OWNERSHIP--CITY OF MICHIGAN CITY, 1300
 ME3222'NORTH HIGHWAY 212, MICHIGAN CITY IN 46360.  AIRPORT MANAGER IS GUY J.
 ME3222'CAMPOLATTARA, PHONE 219-872-0121.  ALTERNATE CONTACT IS AL KINTZELE.
 ME3222'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 ME3222'U.S. HIGHWAYS 20 AND 35 (EXIT 40), NEAR THE SOUTHEAST EDGE OF MICHIGAN
 ME3222'CITY, GO WEST-NORTHWEST FOR 1.44 KM (0.90 MI) ON HIGHWAYS 20 AND 35 TO
 ME3222'THE JUNCTION OF U.S. HIGHWAY 212.  BEAR RIGHT, NORTHERLY FOR 0.88 KM
 ME3222'(0.55 MI) ON HIGHWAY 212 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 ME3222'TURN RIGHT, EASTERLY, 0.28 KM (0.15 MI) ON THE WINDING ENTRANCE ROAD
 ME3222'TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH THE GATE,
 ME3222'SOUTH-SOUTHEAST FOR 0.16 KM (0.10 MI) ACROSS APRON AND ALONG TAXI/RAMP
 ME3222'TO THE MAIN TAXI.  TURN RIGHT, SOUTH-SOUTHWEST FOR 0.48 KM (0.30 MI)
 ME3222'ALONG THE MAIN TAXI TO THE HOLD BARS AT RUNWAY END 2.  BEAR LEFT,
 ME3222'EAST-NORTHEAST FOR 0.08 KM (0.05 MI) CROSSING RUNWAY TO THE
 ME3222'EAST-SOUTHEAST SIDE AND THE STATION.  STATION IS 51.7 M (169.6 FT)
 ME3222'NORTH-NORTHEAST OF A TAXI/RAMP CENTER, 16.8 M (55.1 FT) EAST-SOUTHEAST
 ME3222'OF THE RUNWAY CENTER, 9.7 M (31.8 FT) WEST-NORTHWEST OF A DRAINAGE
 ME3222'DITCH CENTER, 2.4 M (7.9 FT) EAST-SOUTHEAST OF A RUNWAY LIGHT, 2.2 M
 ME3222'(7.2 FT) EAST-SOUTHEAST OF A SHORT WITNESS POST, ABOUT 0.1 M (0.3 FT)
 ME3222'BELOW THE RUNWAY LEVEL AND PROJECTING 3 CM ABOVE GROUND.  NOTE--THE
 ME3222'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 ME3222'RECESSED ABOUT 0.1 M (0.3 FT) BELOW GROUND AND DRIVEN TO A DEPTH OF
 ME3222'3.7 M, (12.1 FT) IN A GREASE FILLED SLEEVE 0.3 M (1.0 FT) LONG,
 ME3222'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.
 ME3222'ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.  NOTE--THIS
 ME3222'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 ME3222
 ME3222                          STATION RECOVERY (2015)
 ME3222
 ME3222'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME3222'RECOVERED IN GOOD CONDITION.
 ME3222
 ME3222                          STATION RECOVERY (2021)
 ME3222
 ME3222'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME3222'RECOVERED IN GOOD CONDITION.
 ME3222
 ME3222                          STATION RECOVERY (2022)
 ME3222
 ME3222'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME3222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3223 ***********************************************************************
 ME3223  DESIGNATION -  MICPORT AZ MK
 ME3223  PID         -  ME3223
 ME3223  STATE/COUNTY-  IN/LA PORTE
 ME3223  COUNTRY     -  US
 ME3223  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME3223
 ME3223                         *CURRENT SURVEY CONTROL
 ME3223  ______________________________________________________________________
 ME3223* NAD 83(1997) POSITION- 41 42 23.55763(N) 086 49 09.91279(W)   ADJUSTED
 ME3223* NAD 83(1997) ELLIP HT-   162.015 (meters)        (05/25/99)   ADJUSTED
 ME3223* NAVD 88 ORTHO HEIGHT -   195.8   (meters)      642.    (feet) VERTCON3
 ME3223  ______________________________________________________________________
 ME3223  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 ME3223  NAD 83(1997) X  -    264,591.482 (meters)                     COMP
 ME3223  NAD 83(1997) Y  - -4,761,521.814 (meters)                     COMP
 ME3223  NAD 83(1997) Z  -  4,221,433.589 (meters)                     COMP
 ME3223  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 ME3223  HORZ ORDER      -  THIRD
 ME3223  ELLP ORDER      -  FOURTH    CLASS I
 ME3223
 ME3223.This mark is at Michigan City Airport (MGC)
 ME3223
 ME3223.The horizontal coordinates were established by GPS observations
 ME3223.and adjusted by the National Geodetic Survey in May 1999.
 ME3223
 ME3223.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3223
 ME3223.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3223.GEOID18 height accuracy estimate available here.
 ME3223
 ME3223.Click photographs - Photos may exist for this station.
 ME3223
 ME3223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3223
 ME3223.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3223
 ME3223.The ellipsoidal height was determined by GPS observations
 ME3223.and is referenced to NAD 83.
 ME3223
 ME3223. The following values were computed from the NAD 83(1997) position.
 ME3223
 ME3223;                    North         East     Units Scale Factor Converg.
 ME3223;SPC IN W     -   717,058.516   921,964.853   MT  0.99997260   +0 10 32.1
 ME3223;SPC IN W     - 2,352,549.48  3,024,813.02   sFT  0.99997260   +0 10 32.1
 ME3223;UTM  16      - 4,617,210.704   515,023.706   MT  0.99960278   +0 07 12.5
 ME3223
 ME3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3223!SPC IN W     -   0.99997459  x   0.99997260  =   0.99994719
 ME3223!UTM  16      -   0.99997459  x   0.99960278  =   0.99957738
 ME3223
 ME3223:                Primary Azimuth Mark                     Grid Az
 ME3223:SPC IN W     -  MICPORT                                  200 12 00.3
 ME3223:UTM  16      -  MICPORT                                  200 15 19.9
 ME3223
 ME3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1502317210(NAD 83)
 ME3223
 ME3223|---------------------------------------------------------------------|
 ME3223| PID    Reference Object                     Distance      Geod. Az  |
 ME3223|                                                           dddmmss.s |
 ME3223| ME3222 MICPORT                             APPROX. 0.8 KM 2002232.4 |
 ME3223|---------------------------------------------------------------------|
 ME3223
 ME3223                          SUPERSEDED SURVEY CONTROL
 ME3223
 ME3223  NAD 83(1994)-  41 42 23.56105(N)    086 49 09.91881(W) AD(       ) 3
 ME3223  NAD 83(1986)-  41 42 23.56282(N)    086 49 09.91833(W) AD(       ) 3
 ME3223  NAD 27      -  41 42 23.42431(N)    086 49 09.82596(W) AD(       ) 3
 ME3223  NGVD 29 (02/23/89)  195.9    (m)  RAPSU86  model used  GPS OBS        
 ME3223
 ME3223.Superseded values are not recommended for survey control.
 ME3223
 ME3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3223.See file dsdata.pdf to determine how the superseded data were derived.
 ME3223
 ME3223_MARKER: F = FLANGE-ENCASED ROD
 ME3223_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3223_STAMPING: MICPORT AZ MK 1988
 ME3223_MARK LOGO: NGS
 ME3223_PROJECTION: FLUSH
 ME3223_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3223+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2022
 ME3223_ROD/PIPE-DEPTH: 3.7 meters
 ME3223_SLEEVE-DEPTH  : 0.3 meters
 ME3223
 ME3223  HISTORY     - Date     Condition        Report By
 ME3223  HISTORY     - 1988     MONUMENTED       NGS
 ME3223  HISTORY     - 20220608 GOOD             IN-127
 ME3223
 ME3223                          STATION DESCRIPTION
 ME3223
 ME3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3223'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHEAST OF MICHIGAN
 ME3223'CITY, 1.3 KM (0.80 MI) NORTHWEST OF INTERSTATE HIGHWAY 94 AND AT THE
 ME3223'MICHIGAN CITY AIRPORT.  OWNERSHIP--CITY OF MICHIGAN CITY, 5814 EAST
 ME3223'MICHIGAN BLVD, MICHIGAN CITY, IN 46360, PHONE 219-872-0121.  AIRPORT
 ME3223'MANAGER IS JERRY BEACH.
 ME3223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 35 AND
 ME3223'STATE HIGHWAY 212 AT THE SOUTHEAST EDGE OF MICHIGAN CITY, GO SOUTH ON
 ME3223'U.S. HIGHWAY 35 FOR 0.48 KM (0.30 MI) TO AIRPORT ENTRANCE AND OFFICE
 ME3223'ON THE LEFT.  FROM THE GATE AT THE NORTHWEST CORNER OF OFFICE, PASS
 ME3223'THRU GATE AND GO NORTHWESTERLY ACROSS AIRPORT APRON FOR 0.05 KM
 ME3223'(0.05 MI) TO THE END OF RUNWAY 2.  TURN RIGHT AND GO NORTHERLY ALONG
 ME3223'THE RUNWAY FOR 0.82 KM (0.50 MI) TO MARK ON THE RIGHT.
 ME3223'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 ME3223'DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 ME3223'ENCASED IN CONCRETE WITH A LOGO CAP STAMPED---MICPORT AZ MK 1988---,
 ME3223'THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.5 M
 ME3223'(57.4 FT) EAST FROM CENTER OF RUNWAY, 4.0 M (13.1 FT) NORTHWEST FROM A
 ME3223'BLUE AND GREEN RUNWAY LIGHT, 3.3 M (10.8 FT) EAST FROM AN ORANGE AND
 ME3223'WHITE RUNWAY LIGHT AND 2.9 M (9.5 FT) NORTH FROM A BLUE AND GREEN
 ME3223'RUNWAY LIGHT AND FIBERGLASS WITNESS POST.
 ME3223'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3223'DESCRIBED BY D.L. ADAMS.
 ME3223
 ME3223                          STATION RECOVERY (2022)
 ME3223
 ME3223'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME3223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1990 ***********************************************************************
 LA1990  DESIGNATION -  MIDDLE 2
 LA1990  PID         -  LA1990
 LA1990  STATE/COUNTY-  IN/ALLEN
 LA1990  COUNTRY     -  US
 LA1990  USGS QUAD   -  POE (2019)
 LA1990
 LA1990                         *CURRENT SURVEY CONTROL
 LA1990  ______________________________________________________________________
 LA1990* NAD 83(1997) POSITION- 40 56 14.24680(N) 085 02 27.44029(W)   NO CHECK
 LA1990* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LA1990  ______________________________________________________________________
 LA1990  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 LA1990  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 LA1990  HORZ ORDER      -  THIRD
 LA1990
 LA1990.The horizontal coordinates were established by classical geodetic methods
 LA1990.and adjusted by the National Geodetic Survey in May 1999.
 LA1990
 LA1990.No horizontal observational check was made to the station.
 LA1990
 LA1990.The orthometric height was scaled from a topographic map.
 LA1990
 LA1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1990.GEOID18 height accuracy estimate available here.
 LA1990
 LA1990.Click photographs - Photos may exist for this station.
 LA1990
 LA1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1990
 LA1990. The following values were computed from the NAD 83(1997) position.
 LA1990
 LA1990;                    North         East     Units Scale Factor Converg.
 LA1990;SPC IN E     -   631,782.890   152,692.571   MT  1.00000083   +0 24 36.0
 LA1990;SPC IN E     - 2,072,774.36    500,958.88   sFT  1.00000083   +0 24 36.0
 LA1990;UTM  16      - 4,533,643.560   664,919.294   MT  0.99993476   +1 17 02.1
 LA1990
 LA1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1990!SPC IN E     -   0.99996697  x   1.00000083  =   0.99996780
 LA1990!UTM  16      -   0.99996697  x   0.99993476  =   0.99990173
 LA1990
 LA1990:                Primary Azimuth Mark                     Grid Az
 LA1990:SPC IN E     -  MIDDLE 2 AZ MK                           305 03 10.3
 LA1990:UTM  16      -  MIDDLE 2 AZ MK                           304 10 44.2
 LA1990
 LA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6491933643(NAD 83)
 LA1990
 LA1990|---------------------------------------------------------------------|
 LA1990| PID    Reference Object                     Distance      Geod. Az  |
 LA1990|                                                           dddmmss.s |
 LA1990| CC8943 MIDDLE 2 RM 4                        13.753 METERS 13308     |
 LA1990| LA1993 MIDDLE                               22.105 METERS 21836     |
 LA1990| CC8941 MIDDLE 2 AZ MK                                     3052746.3 |
 LA1990| CC8938 MIDDLE AZ MK                                       3062054.2 |
 LA1990| CC8942 MIDDLE 2 RM 3                        11.308 METERS 34320     |
 LA1990|---------------------------------------------------------------------|
 LA1990
 LA1990                          SUPERSEDED SURVEY CONTROL
 LA1990
 LA1990  NAD 83(1995)-  40 56 14.24700(N)    085 02 27.44410(W) AD(       ) 3
 LA1990  NAD 83(1986)-  40 56 14.24895(N)    085 02 27.45515(W) AD(       ) 3
 LA1990  NAD 27      -  40 56 14.07420(N)    085 02 27.57320(W) AD(       ) 3
 LA1990
 LA1990.Superseded values are not recommended for survey control.
 LA1990
 LA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1990.See file dsdata.pdf to determine how the superseded data were derived.
 LA1990
 LA1990_MARKER: DS = TRIANGULATION STATION DISK
 LA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1990_STAMPING: MIDDLE 2 1955
 LA1990_MARK LOGO: CGS
 LA1990_PROJECTION: FLUSH
 LA1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1990+STABILITY: SURFACE MOTION
 LA1990
 LA1990  HISTORY     - Date     Condition        Report By
 LA1990  HISTORY     - 1955     MONUMENTED       CGS
 LA1990  HISTORY     - 1963     GOOD             CGS
 LA1990
 LA1990                          STATION DESCRIPTION
 LA1990
 LA1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1990'THE STATION IS LOCATED ALONG THE NORTHEAST RIGHT-OF-WAY LINE FOR U.S.
 LA1990'HIGHWAYS 27 AND 33 ABOUT 11 MILES SOUTHEAST OF FORT WAYNE AND 10 MILES
 LA1990'NORTHWEST OF DECATUR.
 LA1990'
 LA1990'IT IS 90 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 27 AND 33,
 LA1990'21 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTHWEST OF A 4 IN BY 4
 LA1990'IN WITNESS POST AND 1 FOOT SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY LINE.
 LA1990'
 LA1990'TO REACH THE STATION FROM THE FIRE STATION HOUSE IN POE, GO EASTERLY
 LA1990'ON THE COUNTY PAVED ROAD FOR 1.7 MILES TO THE INTERSECTION OF THIS
 LA1990'ROAD AND U.S. HIGHWAYS 27 AND 33 (UNDER CONSTRUCTION)  TURN RIGHT,
 LA1990'SOUTHEAST, ON U.S. HIGHWAY 27 AND 33 AND GO 0.7 MILES TO THE AZIMUTH
 LA1990'MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY FOR 0.3 MILES TO THE
 LA1990'STATION ON THE LEFT.
 LA1990'
 LA1990'THE STATION MARK IS A STANDARD DISK STAMPED MIDDLE 2 1955, AND IS SET
 LA1990'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 LA1990'
 LA1990'REFERENCE MARK 3, A STANDARD DISK STAMPED MIDDLE 2 NO 3 1955, IS SET
 LA1990'IN A CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS 100 FEET NORTHEAST
 LA1990'OF THE CENTERLINE OF U.S.  HIGHWAY 27 AND 33.
 LA1990'
 LA1990'REFERENCE MARK 4, A STANDARD DISK STAMPED MIDDLE 2 NO 4 1955, IS SET
 LA1990'IN A CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS 0.3 MILES NORTHWEST
 LA1990'OF THE STATION, 100 FEET NORTHWEST OF A LARGE CONCRETE CULVERT, 90
 LA1990'FEET SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAYS 27 AND 33, 26 FEET
 LA1990'SOUTHWEST OF A POWER LINE POLE AND 3 FEET SOUTHEAST OF A 4 IN BY 4 IN
 LA1990'WITNESS POST.
 LA1990'
 LA1990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MIDDLE 2 1955 AND IS SET
 LA1990'IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 2.6 FEET
 LA1990'SOUTHEAST OF A WHITE WITNESS POST 26 FEET SOUTHWEST OF A POWER POLE,
 LA1990'90 FEET SOUTHWEST OF HIGHWAY 33 AND 27, AND 100 FEET NORTHWEST OF A
 LA1990'CONCRETE CULVERT.
 LA1990
 LA1990                          STATION RECOVERY (1963)
 LA1990
 LA1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1990'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THAT THE OLD 1947 AZ. MK.
 LA1990'WAS FOUND DESTROYED (DECAPPED BY ROAD MACHINERY) AND ESSENTIALLY AS
 LA1990'ORIGINALLY DESCRIBED EXCEPT THAT THAT DESCRIPTION OMITTED LOCATION OF
 LA1990'NO. 4 R.M. AND THEREFOR SUBSTITUTED THE DESCRIPTION OF THE LOCATION OF
 LA1990'THE OLD ORIGINAL AZIMUTH MARK SET IN 1947.
 LA1990'
 LA1990'ABOUT 3.5 MILES E OF R.R. CROSSING IN HOAGLAND OR 2.0 MILES NELY ALONG
 LA1990'PAVED ROAD FROM THE MAIN CROSSROADS IN POE TO NOS. 27 AND 33 U.S.
 LA1990'HWYS., THENCE 0.7 MILE SELY THEREON TO STATION ON LEFT, AN ESTIMATED
 LA1990'175 YARDS NW OF CREST OF HWY. GRADES.
 LA1990'
 LA1990'IT IS 49-1/2 FEET NE OF CENTER LINE OF PRESENT ONLY 24-FOOT CONCRETE
 LA1990'HWY. PAVEMENT, 2.3 FEET LOWER THAN SAME, 17.3 FEET SE OF R/W MARKER AT
 LA1990'FENCE CORNER ON PROJECTED FROM S CENTER LINE OF FRANK ROAD, STANDARD
 LA1990'DISKS STAMPED MIDDLE 2 1955 ARE SET IN MARKS, FLUSH WITH THE GROUND.
 LA1990'
 LA1990'REFERENCE STAMPED MIDDLE 2 NO 3 1955, PROJECTS 0.1 FOOT, IS 37.06 FEET
 LA1990'OR 11.296 METERS NNW OF STATION, 24.5 FEET N OF FENCE CORNER, 1-1/2
 LA1990'FEET E OF FENCE.
 LA1990'
 LA1990'REFERENCE STAMPED MIDDLE 2 NO 4 1955, FLUSH, IS 45.11 FEET OR 13.750
 LA1990'METERS SE OF STATION, 48 FEET NE OF CENTER LINE OF PAVEMENT, AND 1-1/2
 LA1990'FEET N OF STEEL WIT. POST.
 LA1990'
 LA1990'AZIMUTH MARK STAMPED MIDDLE 2 1955, FLUSH, IS ABOUT 0.35 MILE NW OF
 LA1990'STATION, 196 FEET NW OF CENTERLINE OF AND AT SW END OF 6-FOOT-SPAN
 LA1990'CONCRETE BOX CULVERT, 124 FEET SW OF CENTER LINE OF 24-FOOT PRESENT
 LA1990'PAVEMENT WHICH WILL BE NE PAIR OF PROPOSED DUAL HWY. LANES, 2.2 FEET
 LA1990'LOWER THAN SAME, 90 FEET SW OF CENTER LINE OF 180-FOOT RIGHT-OF-WAY OF
 LA1990'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CC8944 ***********************************************************************
 CC8944  DESIGNATION -  MIDDLEBURY AZ MK
 CC8944  PID         -  CC8944
 CC8944  STATE/COUNTY-  IN/ELKHART
 CC8944  COUNTRY     -  US
 CC8944  USGS QUAD   -  MIDDLEBURY (2019)
 CC8944
 CC8944                         *CURRENT SURVEY CONTROL
 CC8944  ______________________________________________________________________
 CC8944* NAD 83(1986) POSITION- 41 39 15.48   (N) 085 41 23.79   (W)   HD_HELD1
 CC8944* NAVD 88 ORTHO HEIGHT -   254.503 (meters)      834.98  (feet) ADJUSTED
 CC8944  ______________________________________________________________________
 CC8944  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 CC8944  DYNAMIC HEIGHT  -        254.407 (meters)      834.67  (feet) COMP
 CC8944  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 CC8944
 CC8944  VERT ORDER      -  SECOND    CLASS I
 CC8944
 CC8944.The horizontal coordinates were determined by differentially corrected
 CC8944.hand held GPS observations or other comparable positioning techniques
 CC8944.and have an estimated accuracy of +/- 3 meters.
 CC8944
 CC8944.The orthometric height was determined by differential leveling and
 CC8944.adjusted by the NATIONAL GEODETIC SURVEY
 CC8944.in March 2022.
 CC8944
 CC8944.Significant digits in the geoid height do not necessarily reflect accuracy.
 CC8944.GEOID18 height accuracy estimate available here.
 CC8944
 CC8944.Click photographs - Photos may exist for this station.
 CC8944
 CC8944.The dynamic height is computed by dividing the NAVD 88
 CC8944.geopotential number by the normal gravity value computed on the
 CC8944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC8944.degrees latitude (g = 980.6199 gals.).
 CC8944
 CC8944.The modeled gravity was interpolated from observed gravity values.
 CC8944
 CC8944;                    North         East    Units  Estimated Accuracy
 CC8944;SPC IN E     -   711,222.8      98,061.3     MT  (+/- 3 meters HH1 GPS) 
 CC8944
 CC8944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0908212223(NAD 83)
 CC8944
 CC8944                          SUPERSEDED SURVEY CONTROL
 CC8944
 CC8944.No superseded survey control is available for this station.
 CC8944
 CC8944_MARKER: DZ = AZIMUTH MARK DISK
 CC8944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC8944_STAMPING: MIDDLEBURY 1947
 CC8944_MARK LOGO: CGS
 CC8944_PROJECTION: PROJECTING 10 CENTIMETERS
 CC8944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC8944+STABILITY: SURFACE MOTION
 CC8944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC8944+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2018
 CC8944
 CC8944  HISTORY     - Date     Condition        Report By
 CC8944  HISTORY     - 1947     MONUMENTED       CGS
 CC8944  HISTORY     - 20180608 GOOD             INDOT
 CC8944
 CC8944                          STATION DESCRIPTION
 CC8944
 CC8944'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 CC8944'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF BRISTOL, 5.8
 CC8944'MI (9.3 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 1.7 MI (2.7 KM)
 CC8944'SOUTH-SOUTHEAST OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 CC8944'
 CC8944'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 CC8944'TRAVEL EAST 0.81 MI (1.30 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 CC8944'THE LEFT (NORTH) SIDE OF THE ROAD.
 CC8944'
 CC8944'THE MARK IS LOCATED 49.2 FT (15.0 M) NORTH OF THE APPROXIMATE ROAD
 CC8944'CENTERLINE AND APPROXIMATELY 335 FT (102.1 M) WEST OF THE CENTERLINE
 CC8944'OF THE PRIVATE DRIVE FOR 11625 U.S. HIGHWAY 20, 318.1 FT (97.0 M) EAST
 CC8944'OF THE SOUTHEAST CORNER OF THE SOUTH POST OF THE WELCOME TO MIDDLEBURY
 CC8944'SIGN AND 144.9 FT (44.2 M) WEST-SOUTHWEST OF A 5-INCH (13 CM) GROUP OF
 CC8944'HONEY LOCUST TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2495 ***********************************************************************
 LB2495  DESIGNATION -  MIDDLETON
 LB2495  PID         -  LB2495
 LB2495  STATE/COUNTY-  IN/HOWARD
 LB2495  COUNTRY     -  US
 LB2495  USGS QUAD   -  KOKOMO WEST (2019)
 LB2495
 LB2495                         *CURRENT SURVEY CONTROL
 LB2495  ______________________________________________________________________
 LB2495* NAD 83(1997) POSITION- 40 25 03.50211(N) 086 13 58.47272(W)   ADJUSTED
 LB2495* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LB2495  ______________________________________________________________________
 LB2495  GEOID HEIGHT    -        -34.381 (meters)                     GEOID18
 LB2495  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LB2495  HORZ ORDER      -  THIRD
 LB2495
 LB2495.The horizontal coordinates were established by classical geodetic methods
 LB2495.and adjusted by the National Geodetic Survey in May 1999.
 LB2495
 LB2495.The orthometric height was scaled from a topographic map.
 LB2495
 LB2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2495.GEOID18 height accuracy estimate available here.
 LB2495
 LB2495.Click photographs - Photos may exist for this station.
 LB2495
 LB2495.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2495
 LB2495. The following values were computed from the NAD 83(1997) position.
 LB2495
 LB2495;                    North         East     Units Scale Factor Converg.
 LB2495;SPC IN E     -   574,044.178    51,943.721   MT  0.99999508   -0 22 01.7
 LB2495;SPC IN E     - 1,883,343.27    170,418.69   sFT  0.99999508   -0 22 01.7
 LB2495;SPC IN W     -   574,237.508   972,174.669   MT  1.00003076   +0 33 05.0
 LB2495;SPC IN W     - 1,883,977.56  3,189,543.06   sFT  1.00003076   +0 33 05.0
 LB2495;UTM  16      - 4,474,395.252   565,078.307   MT  0.99965213   +0 29 50.5
 LB2495
 LB2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2495!SPC IN E     -   0.99996447  x   0.99999508  =   0.99995955
 LB2495!SPC IN W     -   0.99996447  x   1.00003076  =   0.99999523
 LB2495!UTM  16      -   0.99996447  x   0.99965213  =   0.99961661
 LB2495
 LB2495:                Primary Azimuth Mark                     Grid Az
 LB2495:SPC IN E     -  MIDDLETON AZ MK                          266 22 48.5
 LB2495:SPC IN W     -  MIDDLETON AZ MK                          265 27 41.8
 LB2495:UTM  16      -  MIDDLETON AZ MK                          265 30 56.3
 LB2495
 LB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6507874395(NAD 83)
 LB2495
 LB2495|---------------------------------------------------------------------|
 LB2495| PID    Reference Object                     Distance      Geod. Az  |
 LB2495|                                                           dddmmss.s |
 LB2495| CC8948 MIDDLETON RM 1                       26.580 METERS 17451     |
 LB2495| CC8949 MIDDLETON RM 2                       28.298 METERS 25750     |
 LB2495| CC8947 MIDDLETON AZ MK                                    2660046.8 |
 LB2495|---------------------------------------------------------------------|
 LB2495
 LB2495                          SUPERSEDED SURVEY CONTROL
 LB2495
 LB2495  NAD 83(1986)-  40 25 03.50668(N)    086 13 58.48564(W) AD(       ) 3
 LB2495  NAD 27      -  40 25 03.36650(N)    086 13 58.50170(W) AD(       ) 3
 LB2495
 LB2495.Superseded values are not recommended for survey control.
 LB2495
 LB2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2495.See file dsdata.pdf to determine how the superseded data were derived.
 LB2495
 LB2495_MARKER: DS = TRIANGULATION STATION DISK
 LB2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2495_STAMPING: MIDDLETON 1954
 LB2495_MARK LOGO: CGS
 LB2495_PROJECTION: RECESSED 36 CENTIMETERS
 LB2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2495+STABILITY: SURFACE MOTION
 LB2495
 LB2495  HISTORY     - Date     Condition        Report By
 LB2495  HISTORY     - 1954     MONUMENTED       CGS
 LB2495
 LB2495                          STATION DESCRIPTION
 LB2495
 LB2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2495'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KOKOMO AND 2-1/2 MILES
 LB2495'EAST OF RUSSIAVILLE ON PROPERTY OF MR. ROY G. LYBROOK.  IT IS 47
 LB2495'FEET NORTH OF THE CENTER OF STATE HIGHWAY 26, 19 FEET NORTH OF A
 LB2495'TELEPHONE POLE, 18 FEET NORTHWEST OF A WHITE WITNESS POST AND 15
 LB2495'FEET WEST OF A FENCE.  THE MARK IS ABOUT 14 INCHES BELOW GROUND AND
 LB2495'THE DISK IS STAMPED MIDDLETON 1954.
 LB2495'
 LB2495'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2495'AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4
 LB2495'INCHES AND THE DISK IS STAMPED MIDDLETON NO 1 1954.
 LB2495'
 LB2495'REFERENCE MARK NO. 2 IS 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB2495'A 2 STORY FRAME HOUSE, 29 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 LB2495'29 FEET EAST OF A TELEPHONE POLE AND 15 FEET WEST OF THE CENTER OF
 LB2495'A GRAVEL DRIVE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2495'STAMPED MIDDLETON NO 2 1954.
 LB2495'
 LB2495'AZIMUTH MARK IS ACROSS STATE HIGHWAY 26 FROM THE HOME OF E. G.
 LB2495'MERRILL, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6 FEET EAST OF
 LB2495'A TELEPHONE POLE, 2 FEET WEST OF A WHITE WITNESS POST AND 0.5 FOOT
 LB2495'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LB2495'STAMPED MIDDLETON 1954.
 LB2495'
 LB2495'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 26 AND
 LB2495'U. S. HIGHWAY 31 ABOUT 4 MILES SOUTH OF KOKOMO, GO WEST ON HIGHWAY
 LB2495'26 FOR 5.55 MILES TO THE STATION ON THE RIGHT, NORTH SIDE OF HIGHWAY
 LB2495'AS DESCRIBED.  CONTINUE WEST ON HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 LB2495'MARK ON THE LEFT, SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 LB2495'
 LB2495'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1795 ***********************************************************************
 KA1795  DESIGNATION -  MIDLAND
 KA1795  PID         -  KA1795
 KA1795  STATE/COUNTY-  IN/GREENE
 KA1795  COUNTRY     -  US
 KA1795  USGS QUAD   -  LINTON (2019)
 KA1795
 KA1795                         *CURRENT SURVEY CONTROL
 KA1795  ______________________________________________________________________
 KA1795* NAD 83(1997) POSITION- 39 04 02.55441(N) 087 11 09.22179(W)   ADJUSTED
 KA1795* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 KA1795  ______________________________________________________________________
 KA1795  GEOID HEIGHT    -        -32.495 (meters)                     GEOID18
 KA1795  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 KA1795  HORZ ORDER      -  THIRD
 KA1795
 KA1795.The horizontal coordinates were established by classical geodetic methods
 KA1795.and adjusted by the National Geodetic Survey in May 1999.
 KA1795
 KA1795.The orthometric height was scaled from a topographic map.
 KA1795
 KA1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1795.GEOID18 height accuracy estimate available here.
 KA1795
 KA1795.Click photographs - Photos may exist for this station.
 KA1795
 KA1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1795
 KA1795. The following values were computed from the NAD 83(1997) position.
 KA1795
 KA1795;                    North         East     Units Scale Factor Converg.
 KA1795;SPC IN W     -   423,980.897   891,124.184   MT  0.99996764   -0 03 52.7
 KA1795;SPC IN W     - 1,391,010.66  2,923,629.93   sFT  0.99996764   -0 03 52.7
 KA1795;UTM  16      - 4,324,269.880   483,918.303   MT  0.99960318   -0 07 01.8
 KA1795
 KA1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1795!SPC IN W     -   0.99997515  x   0.99996764  =   0.99994279
 KA1795!UTM  16      -   0.99997515  x   0.99960318  =   0.99957834
 KA1795
 KA1795:                Primary Azimuth Mark                     Grid Az
 KA1795:SPC IN W     -  MIDLAND AZ MK                            008 33 33.6
 KA1795:UTM  16      -  MIDLAND AZ MK                            008 36 42.7
 KA1795
 KA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8391824269(NAD 83)
 KA1795
 KA1795|---------------------------------------------------------------------|
 KA1795| PID    Reference Object                     Distance      Geod. Az  |
 KA1795|                                                           dddmmss.s |
 KA1795| CM3153 MIDLAND AZ MK                                      0082940.9 |
 KA1795| KA1796 TT 84 D                              43.843 METERS 16750     |
 KA1795| CM3154 MIDLAND RM 1                         23.988 METERS 28609     |
 KA1795|---------------------------------------------------------------------|
 KA1795
 KA1795                          SUPERSEDED SURVEY CONTROL
 KA1795
 KA1795  NAD 83(1986)-  39 04 02.56093(N)    087 11 09.21760(W) AD(       ) 3
 KA1795  NAD 27      -  39 04 02.40480(N)    087 11 09.17750(W) AD(       ) 3
 KA1795
 KA1795.Superseded values are not recommended for survey control.
 KA1795
 KA1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1795.See file dsdata.pdf to determine how the superseded data were derived.
 KA1795
 KA1795_MARKER: DS = TRIANGULATION STATION DISK
 KA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1795_STAMPING: MIDLAND 1947
 KA1795_MARK LOGO: CGS
 KA1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1795+STABILITY: SURFACE MOTION
 KA1795
 KA1795  HISTORY     - Date     Condition        Report By
 KA1795  HISTORY     - 1947     MONUMENTED       CGS
 KA1795  HISTORY     - 1957     GOOD             CGS
 KA1795
 KA1795                          STATION DESCRIPTION
 KA1795
 KA1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1795'STATION IS ON THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD
 KA1795'RIGHT-OF-WAY, 3.0 MILES NORTH-NORTHWEST OF LINTON VIA STATE
 KA1795'HIGHWAY 59, 2.75 MILES EAST OF THE SULLIVAN-GREENE COUNTY LINE, 140
 KA1795'FEET WEST OF CENTERLINE OF STATE HIGHWAY 59, 114 FEET NORTH OF
 KA1795'APPROZIMATE CENTERLINE OF GRAVELED ROAD, AND 35 FT. E OF THE E RAIL
 KA1795'OF TRACK. THE MARK PROJECTS 1 INCH , AND THE DISK IS STAMPED
 KA1795'MIDLAND 1947.
 KA1795'
 KA1795'REFERENCE MARK NO. 1 IS 78.70 FEET WEST-NORTHWEST OF STATION AND 26
 KA1795'FEET WEST OF THE WEST RAIL OF TRACK. THE MARK PROJECTS 4
 KA1795'INCHES, AND THE DISK IS STAMPED MIDLAND NO 1 1947.
 KA1795'
 KA1795'TT 84D 1937 U.S.G.S., USED AS A SECOND REFERENCE MARK IS 143.84 FEET
 KA1795'SOUTH-SOUTHEAST OF STATION, 110 FEET WEST OF CENTERLINE OF
 KA1795'STATE HIGHWAY 59, 30 FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED
 KA1795'ROAD, AND 25 FEET EAST OF THE EAST RAIL OF TRACK.  THE MARK
 KA1795'PROJECTS 1 INCH, AND THE DISK IS STAMPED TT 84D 1937 626.
 KA1795'
 KA1795'AZIMUTH MARK IS 0.2 MILE NORTH OF STATION VIA STATE HIGHWAY 59, 29
 KA1795'FEET EAST OF CENTERLINE OF HIGHWAY 59, AND 2 FEET SOUTH OF A
 KA1795'WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 KA1795'STAMPED MIDLAND 1947.
 KA1795'
 KA1795'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KA1795
 KA1795                          STATION RECOVERY (1957)
 KA1795
 KA1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1795'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KA1795'
 KA1795'THE AZIMUTH MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2466 ***********************************************************************
 LB2466  DESIGNATION -  MIDWAY
 LB2466  PID         -  LB2466
 LB2466  STATE/COUNTY-  IN/TIPTON
 LB2466  COUNTRY     -  US
 LB2466  USGS QUAD   -  TIPTON (2019)
 LB2466
 LB2466                         *CURRENT SURVEY CONTROL
 LB2466  ______________________________________________________________________
 LB2466* NAD 83(1997) POSITION- 40 21 56.15155(N) 086 04 43.33090(W)   ADJUSTED
 LB2466* NAVD 88 ORTHO HEIGHT -   269.73  (+/-2cm)      884.9   (feet) VERTCON3
 LB2466  ______________________________________________________________________
 LB2466  GEOID HEIGHT    -        -34.406 (meters)                     GEOID18
 LB2466  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 LB2466  HORZ ORDER      -  SECOND
 LB2466  VERT ORDER      -  THIRD ? (See Below)
 LB2466
 LB2466.The horizontal coordinates were established by classical geodetic methods
 LB2466.and adjusted by the National Geodetic Survey in May 1999.
 LB2466
 LB2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2466
 LB2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2466.GEOID18 height accuracy estimate available here.
 LB2466
 LB2466.The vertical order pertains to the NGVD 29 superseded value.
 LB2466
 LB2466.Click photographs - Photos may exist for this station.
 LB2466
 LB2466.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2466
 LB2466. The following values were computed from the NAD 83(1997) position.
 LB2466
 LB2466;                    North         East     Units Scale Factor Converg.
 LB2466;SPC IN E     -   568,193.069    65,004.109   MT  0.99998174   -0 16 00.7
 LB2466;SPC IN E     - 1,864,146.76    213,267.65   sFT  0.99998174   -0 16 00.7
 LB2466;UTM  16      - 4,468,743.591   578,221.174   MT  0.99967532   +0 35 48.2
 LB2466
 LB2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2466!SPC IN E     -   0.99996309  x   0.99998174  =   0.99994483
 LB2466!UTM  16      -   0.99996309  x   0.99967532  =   0.99963842
 LB2466
 LB2466:                Primary Azimuth Mark                     Grid Az
 LB2466:SPC IN E     -  SHARP                                    339 36 34.5
 LB2466:UTM  16      -  SHARP                                    338 44 45.6
 LB2466
 LB2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7822168743(NAD 83)
 LB2466
 LB2466|---------------------------------------------------------------------|
 LB2466| PID    Reference Object                     Distance      Geod. Az  |
 LB2466|                                                           dddmmss.s |
 LB2466| LB2455 SHARP                               APPROX. 2.4 KM 3392033.8 |
 LB2466|---------------------------------------------------------------------|
 LB2466
 LB2466                          SUPERSEDED SURVEY CONTROL
 LB2466
 LB2466  NAD 83(1986)-  40 21 56.15458(N)    086 04 43.34749(W) AD(       ) 2
 LB2466  NAD 27      -  40 21 56.02100(N)    086 04 43.38480(W) AD(       ) 2
 LB2466  USSD        -  40 21 56.04000(N)    086 04 43.25500(W) AD(       ) 3
 LB2466  NGVD 29             269.85   (m)          885.3    (f) LEVELING    3  
 LB2466
 LB2466.Superseded values are not recommended for survey control.
 LB2466
 LB2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2466.See file dsdata.pdf to determine how the superseded data were derived.
 LB2466
 LB2466_MARKER: N = NAIL
 LB2466_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2466_SP_SET: WOODEN STAKE
 LB2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2466
 LB2466  HISTORY     - Date     Condition        Report By
 LB2466  HISTORY     - 1920     MONUMENTED       CGS
 LB2466
 LB2466                          STATION DESCRIPTION
 LB2466
 LB2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2466'THE STATION IS ABOUT 1 MILE S OF SHARPSVILLE, ON THE W SIDE OF THE
 LB2466'TRACK, ABOUT 325 YARDS N OF ROAD CROSSING THE ELECTRIC AND RAILROAD
 LB2466'LINES, ABOUT 100 YARDS S OF JOHN LINDERS RESIDENCE, 220 YARDS N OF
 LB2466'MILEPOSTS I 45 AND M 114.
 LB2466'
 LB2466'THE STATION IS MARKED BY A 2- BY 4-INCH STAKE WITH NAIL IN TOP AND IS
 LB2466'4.340 METERS (14.24 FEET) W OF THE W AND NEAREST RAIL.  THERE IS NO
 LB2466'REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2173 ***********************************************************************
 LB2173  DESIGNATION -  MIDWOOD
 LB2173  PID         -  LB2173
 LB2173  STATE/COUNTY-  IN/BENTON
 LB2173  COUNTRY     -  US
 LB2173  USGS QUAD   -  BOSWELL (2019)
 LB2173
 LB2173                         *CURRENT SURVEY CONTROL
 LB2173  ______________________________________________________________________
 LB2173* NAD 83(1997) POSITION- 40 34 24.86737(N) 087 23 57.12403(W)   ADJUSTED
 LB2173* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 LB2173  ______________________________________________________________________
 LB2173  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 LB2173  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 LB2173  HORZ ORDER      -  SECOND
 LB2173
 LB2173.The horizontal coordinates were established by classical geodetic methods
 LB2173.and adjusted by the National Geodetic Survey in May 1999.
 LB2173
 LB2173.The orthometric height was scaled from a topographic map.
 LB2173
 LB2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2173.GEOID18 height accuracy estimate available here.
 LB2173
 LB2173.Click photographs - Photos may exist for this station.
 LB2173
 LB2173.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2173
 LB2173. The following values were computed from the NAD 83(1997) position.
 LB2173
 LB2173;                    North         East     Units Scale Factor Converg.
 LB2173;SPC IN W     -   591,253.238   873,254.738   MT  0.99997547   -0 12 19.6
 LB2173;SPC IN W     - 1,939,803.33  2,865,003.25   sFT  0.99997547   -0 12 19.6
 LB2173;UTM  16      - 4,491,498.078   466,211.089   MT  0.99961405   -0 15 34.7
 LB2173
 LB2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2173!SPC IN W     -   0.99996193  x   0.99997547  =   0.99993740
 LB2173!UTM  16      -   0.99996193  x   0.99961405  =   0.99957599
 LB2173
 LB2173:                Primary Azimuth Mark                     Grid Az
 LB2173:SPC IN W     -  MIDWOOD AZ MK                            008 30 37.5
 LB2173:UTM  16      -  MIDWOOD AZ MK                            008 33 52.6
 LB2173
 LB2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6621191498(NAD 83)
 LB2173
 LB2173|---------------------------------------------------------------------|
 LB2173| PID    Reference Object                     Distance      Geod. Az  |
 LB2173|                                                           dddmmss.s |
 LB2173| CM3157 MIDWOOD AZ MK                                      0081817.9 |
 LB2173| LB2169 FOWLER MUNICIPAL STANDPIPE          APPROX. 8.1 KM 0552632.4 |
 LB2173| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX. 8.1 KM 0570450.8 |
 LB2173| CM3158 MIDWOOD RM 1                         24.843 METERS 08321     |
 LB2173| LB2242 AMBIA MUNICIPAL TANK                APPROX.13.8 KM 2275108.9 |
 LB2173| LB2174 DUNNINGTON ST MARYS CATH CH         APPROX. 7.8 KM 2623149.2 |
 LB2173| CM3159 MIDWOOD RM 2                         24.080 METERS 33644     |
 LB2173|---------------------------------------------------------------------|
 LB2173
 LB2173                          SUPERSEDED SURVEY CONTROL
 LB2173
 LB2173  NAD 83(1986)-  40 34 24.87544(N)    087 23 57.13317(W) AD(       ) 2
 LB2173  NAD 27      -  40 34 24.74270(N)    087 23 57.06350(W) AD(       ) 2
 LB2173
 LB2173.Superseded values are not recommended for survey control.
 LB2173
 LB2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2173.See file dsdata.pdf to determine how the superseded data were derived.
 LB2173
 LB2173_MARKER: DS = TRIANGULATION STATION DISK
 LB2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2173_STAMPING: MIDWOOD 1955
 LB2173_MARK LOGO: CGS
 LB2173_PROJECTION: FLUSH
 LB2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2173+STABILITY: SURFACE MOTION
 LB2173
 LB2173  HISTORY     - Date     Condition        Report By
 LB2173  HISTORY     - 1955     MONUMENTED       CGS
 LB2173
 LB2173                          STATION DESCRIPTION
 LB2173
 LB2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2173'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FOWLER AND 4 MILES
 LB2173'NORTH-NORTHWEST OF BOSWELL ON A HIGH TIMBERED RIDGE NEAR THE
 LB2173'ENTRANCE TO MIDWOOD FARMS ON PROPERTY OWNED BY MR. E. S. REUTER.  IT
 LB2173'IS 191 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 27
 LB2173'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY AND 36 FEET NORTHWEST
 LB2173'OF A 24 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS
 LB2173'STAMPED MIDWOOD 1955.
 LB2173'
 LB2173'REFERENCE MARK NO. 1 IS 66 FEET WEST OF A LARGE ROCK GATE POST AND
 LB2173'22 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND
 LB2173'THE DISK IS STAMPED MIDWOOD NO 1 1955.
 LB2173'
 LB2173'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 LB2173'AND 13 FEET EAST OF AN 8 INCH WALNUT TREE.  THE MARK IS FLUSH AND
 LB2173'THE DISK IS STAMPED MIDWOOD NO 2 1955.
 LB2173'
 LB2173'AZIMUTH MARK IS 75 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL
 LB2173'CROSSROAD, 18 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD,
 LB2173'4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 LB2173'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MIDWOOD
 LB2173'1955.
 LB2173'
 LB2173'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 LB2173'U. S. HIGHWAY 41, ABOUT 3 MILES WEST OF FOWLER, GO SOUTH ON HIGHWAY
 LB2173'41 FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON GRAVEL
 LB2173'ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 LB2173'NORTHEAST ANGLE OF THE CROSSROAD INTERSECTION.  TURN LEFT AND GO
 LB2173'SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO THE ENTRANCE TO MIDWOOD
 LB2173'FARMS ON THE RIGHT AT THE TOP OF HILL, TURN RIGHT AND GO WEST ON
 LB2173'GRAVEL DRIVE FOR ABOUT 200 FEET TO THE STATION ON THE LEFT, SOUTH
 LB2173'SIDE OF DRIVEWAY.
 LB2173'
 LB2173'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2450 ***********************************************************************
 LA2450  SACS        -  This is a Secondary Airport Control Station.
 LA2450  DESIGNATION -  MIE ARP
 LA2450  PID         -  LA2450
 LA2450  STATE/COUNTY-  IN/DELAWARE
 LA2450  COUNTRY     -  US
 LA2450  USGS QUAD   -  MUNCIE WEST (2019)
 LA2450
 LA2450                         *CURRENT SURVEY CONTROL
 LA2450  ______________________________________________________________________
 LA2450* NAD 83(2011) POSITION- 40 14 26.41783(N) 085 23 43.04207(W)   ADJUSTED
 LA2450* NAD 83(2011) ELLIP HT-   250.594 (meters)        (06/27/12)   ADJUSTED
 LA2450* NAD 83(2011) EPOCH   -  2010.00
 LA2450* NAVD 88 ORTHO HEIGHT -   284.53  (meters)      933.5   (feet) GPS OBS
 LA2450  ______________________________________________________________________
 LA2450  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LA2450  GEOID HEIGHT    -        -33.867 (meters)                     GEOID99
 LA2450  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 LA2450  NAD 83(2011) X  -    391,423.725 (meters)                     COMP
 LA2450  NAD 83(2011) Y  - -4,859,941.129 (meters)                     COMP
 LA2450  NAD 83(2011) Z  -  4,098,582.662 (meters)                     COMP
 LA2450  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 LA2450
 LA2450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA2450  Standards:
 LA2450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA2450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA2450  -------------------------------------------------------------------
 LA2450  NETWORK    0.61   1.41           0.29   0.19   0.72     -0.05277814
 LA2450  -------------------------------------------------------------------
 LA2450  Click here for local accuracies and other accuracy information.
 LA2450
 LA2450.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 LA2450
 LA2450.The horizontal coordinates were established by GPS observations
 LA2450.and adjusted by the National Geodetic Survey in June 2012.
 LA2450
 LA2450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA2450.been affixed to the stable North American tectonic plate. See 
 LA2450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA2450
 LA2450.The horizontal coordinates are valid at the epoch date displayed above
 LA2450.which is a decimal equivalence of Year/Month/Day.
 LA2450
 LA2450.The orthometric height was determined by GPS observations and a
 LA2450.high-resolution geoid model.
 LA2450
 LA2450.GPS derived orthometric heights for airport stations designated as
 LA2450.PACS or SACS are published to 2 decimal places.  This maintains
 LA2450.centimeter relative accuracy between the PACS and SACS.  It does
 LA2450.not indicate centimeter accuracy relative to other marks which are
 LA2450.part of the published vertical control network.
 LA2450
 LA2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2450.GEOID18 height accuracy estimate available here.
 LA2450
 LA2450.Click photographs - Photos may exist for this station.
 LA2450
 LA2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2450
 LA2450.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2450
 LA2450.The ellipsoidal height was determined by GPS observations
 LA2450.and is referenced to NAD 83.
 LA2450
 LA2450. The following values were computed from the NAD 83(2011) position.
 LA2450
 LA2450;                    North         East     Units Scale Factor Converg.
 LA2450;SPC IN E     -   554,275.515   123,091.627   MT  0.99997323   +0 10 31.1
 LA2450;SPC IN E     - 1,818,485.59    403,843.11   sFT  0.99997323   +0 10 31.1
 LA2450;UTM  16      - 4,455,704.969   636,498.491   MT  0.99982936   +1 02 12.5
 LA2450
 LA2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2450!SPC IN E     -   0.99996069  x   0.99997323  =   0.99993392
 LA2450!UTM  16      -   0.99996069  x   0.99982936  =   0.99979006
 LA2450
 LA2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3649855704(NAD 83)
 LA2450
 LA2450                          SUPERSEDED SURVEY CONTROL
 LA2450
 LA2450  NAD 83(2007)-  40 14 26.41791(N)    085 23 43.04296(W) AD(2002.00) 0
 LA2450  ELLIP H (02/10/07)  250.614  (m)                       GP(2002.00)    
 LA2450  NAD 83(1997)-  40 14 26.41805(N)    085 23 43.04250(W) AD(       ) 1
 LA2450  ELLIP H (08/16/00)  250.656  (m)                       GP(       ) 4 1
 LA2450  NAD 83(1997)-  40 14 26.42137(N)    085 23 43.05213(W) AD(       ) 3
 LA2450  ELLIP H (05/25/99)  251.061  (m)                       GP(       ) 4 1
 LA2450  NAD 83(1995)-  40 14 26.42239(N)    085 23 43.06156(W) AD(       ) 3
 LA2450  NAD 83(1986)-  40 14 26.42254(N)    085 23 43.06560(W) AD(       ) 3
 LA2450  NAD 27      -  40 14 26.26663(N)    085 23 43.18184(W) AD(       ) 3
 LA2450  NGVD 29 (02/23/89)  284.74   (m)  RAPSU86  model used  GPS OBS        
 LA2450
 LA2450.Superseded values are not recommended for survey control.
 LA2450
 LA2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2450.See file dsdata.pdf to determine how the superseded data were derived.
 LA2450
 LA2450_MARKER: DT = TOPOGRAPHIC STATION DISK
 LA2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2450_STAMPING: ARP 1959
 LA2450_MARK LOGO: CGS
 LA2450_PROJECTION: RECESSED 9 CENTIMETERS
 LA2450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2450+STABILITY: SURFACE MOTION
 LA2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2450+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 LA2450
 LA2450  HISTORY     - Date     Condition        Report By
 LA2450  HISTORY     - 1959     MONUMENTED       CGS
 LA2450  HISTORY     - 19880701 GOOD             NGS
 LA2450  HISTORY     - 19901026 GOOD             NGS
 LA2450  HISTORY     - 19961115 GOOD             NGS
 LA2450  HISTORY     - 20000710 GOOD             NGS
 LA2450  HISTORY     - 20080306 GOOD             BFSINC
 LA2450
 LA2450                          STATION DESCRIPTION
 LA2450
 LA2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2450'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF MUNCIE AND AT THE
 LA2450'DELAWARE COUNTY-JOHNSON FIELD AIRPORT.  OWNERSHIP--MUNCIE AVIATION
 LA2450'COMPANY, DIVISION OF MINNETRISTA CORPORATION, PO BOX 1169, MUNCIE, IN
 LA2450'47308-1169, PHONE 317-289-7141.  AIRPORT MANAGER IS MR. GENE SHIVELY.
 LA2450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35 AND
 LA2450'BUSINESS HIGHWAY 3 IN NORTHEAST MUNCIE, GO SOUTHWEST ON BUSINESS
 LA2450'HIGHWAY 3 FOR 1.3 KM (0.80 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 LA2450'WEST ON RIGGIN ROAD FOR 1.6 KM (1.00 MI) TO A STOP SIGN.  TURN RIGHT
 LA2450'AND GO NORTH FOR 0.6 KM (0.35 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 LA2450'TURN LEFT ON ENTRANCE ROAD FOR 0.1 KM (0.05 MI) TO TERMINAL BUILDING.
 LA2450'CONTACT AIRPORT MANAGER AT TERMINAL AS TO LOCATION OF MARK ON
 LA2450'AIRPORT AS THIS IS A BUSY AIRPORT AND YOU WILL HAVE TO BE ESCORTED TO
 LA2450'STATION.
 LA2450'THE STATION MARK IS A CGS TOPO DISK STAMPED---ARP 1959---, SET IN THE
 LA2450'TOP OF A CONCRETE POST THAT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 LA2450'GROUND SURFACE.  THE MONUMENT IS PROTECTED BY A 5-INCH PVC PIPE THAT
 LA2450'IS SURROUNDED BY A PATCH OF WHITE GRAVEL.  LOCATED 70.8 M (232.3 FT)
 LA2450'NORTHWEST FROM THE FIRST RUNWAY LIGHT NORTHEAST OF THE INTERSECTION
 LA2450'AND ALONG THE NORTHWEST SIDE OF RUNWAY 20, 47.2 M (154.9 FT)
 LA2450'NORTHWEST FROM THE FIRST RUNWAY LIGHT NORTHWEST OF THE INTERSECTION
 LA2450'AND ALONG THE NORTHEAST SIDE OF RUNWAY 14 AND 7.5 M (24.6 FT)
 LA2450'NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14.
 LA2450'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2450'DESCRIBED BY D.A. BOWLING.
 LA2450
 LA2450                          STATION RECOVERY (1990)
 LA2450
 LA2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LA2450'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT ABOUT 350 FT.
 LA2450'(106.7 M) NORTHWEST OF THE MIDFIELD RUNWAY INTERSECTION.  IT IS 232.2
 LA2450'FT. (70.8 M) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 LA2450'INTERSECTION ALONG THE NORTHWEST SIDE OF RWY 20, 154.7 FT.  (47.2 M)
 LA2450'NORTHWEST OF THE FIRST RUNWAY LIGHT NORTHWEST OF THE INTERSECTION
 LA2450'ALONG THE NORTHEAST SIDE OF RWY 14, 48.9 FT.  (14.9 M) SOUTHEAST OF
 LA2450'THE SECOND RUNWAY LIGHT FROM THE INTERSECTION, AND 24.5 FT.  (7.5 M)
 LA2450'NORTHEAST OF THE NORTHEAST EDGE OF RWY 14.  IT IS A CGS TOPO DISK
 LA2450'STAMPED ARP 1959, AND SET IN THE TOP OF A CONCRETE POST 0.3 FT. (9.1
 LA2450'CM) BELOW THE GROUND.  THE MONUMENT IS PROTECTED BY A 5 INCH PVC PIPE
 LA2450'AND IS SURROUNDED BY A PATCH OF WHITE GRAVEL.
 LA2450
 LA2450                          STATION RECOVERY (1996)
 LA2450
 LA2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 LA2450'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT ABOUT 350 FT.
 LA2450'(106.7 M) NORTHWEST OF THE MIDFIELD RUNWAY INTERSECTION.  IT IS 232.2
 LA2450'FT.  (70.8 M) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 LA2450'INTERSECTION ALONG THE NORTHWEST SIDE OF RWY 20, 154.7 FT.  (47.2 M)
 LA2450'NORTHWEST OF THE FIRST RUNWAY LIGHT NORTHWEST OF THE INTERSECTION
 LA2450'ALONG THE NORTHEAST SIDE OF RWY 14, 48.9 FT.  (14.9 M) SOUTHEAST OF
 LA2450'THE SECOND RUNWAY LIGHT FROM THE INTERSECTION, AND 24.5 FT.  (7.5 M)
 LA2450'NORTHEAST OF THE NORTHEAST EDGE OF RWY 14.  IT IS A CGS TOPO DISK
 LA2450'STAMPED ARP 1959, AND SET IN THE TOP OF A CONCRETE POST 0.3 FT. (9.1
 LA2450'CM) BELOW THE GROUND.  THE MONUMENT IS PROTECTED BY A 5 INCH PVC PIPE
 LA2450'AND IS SURROUNDED BY A PATCH OF WHITE GRAVEL.
 LA2450
 LA2450                          STATION RECOVERY (2000)
 LA2450
 LA2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 LA2450'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES-- NOTE--THIS STATION
 LA2450'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
 LA2450
 LA2450                          STATION RECOVERY (2008)
 LA2450
 LA2450'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 LA2450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2205 ***********************************************************************
 LA2205  DESIGNATION -  MIER
 LA2205  PID         -  LA2205
 LA2205  STATE/COUNTY-  IN/GRANT
 LA2205  COUNTRY     -  US
 LA2205  USGS QUAD   -  SOMERSET (2019)
 LA2205
 LA2205                         *CURRENT SURVEY CONTROL
 LA2205  ______________________________________________________________________
 LA2205* NAD 83(1997) POSITION- 40 37 38.59006(N) 085 49 33.71825(W)   ADJUSTED
 LA2205* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LA2205  ______________________________________________________________________
 LA2205  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 LA2205  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 LA2205  HORZ ORDER      -  FIRST
 LA2205
 LA2205.The horizontal coordinates were established by classical geodetic methods
 LA2205.and adjusted by the National Geodetic Survey in May 1999.
 LA2205
 LA2205.The orthometric height was scaled from a topographic map.
 LA2205
 LA2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2205.GEOID18 height accuracy estimate available here.
 LA2205
 LA2205.Click photographs - Photos may exist for this station.
 LA2205
 LA2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2205
 LA2205. The following values were computed from the NAD 83(1997) position.
 LA2205
 LA2205;                    North         East     Units Scale Factor Converg.
 LA2205;SPC IN E     -   597,192.900    86,516.918   MT  0.99996890   -0 06 13.6
 LA2205;SPC IN E     - 1,959,290.37    283,847.59   sFT  0.99996890   -0 06 13.6
 LA2205;UTM  16      - 4,498,057.101   599,287.431   MT  0.99972134   +0 45 52.1
 LA2205
 LA2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2205!SPC IN E     -   0.99996604  x   0.99996890  =   0.99993494
 LA2205!UTM  16      -   0.99996604  x   0.99972134  =   0.99968739
 LA2205
 LA2205:                Primary Azimuth Mark                     Grid Az
 LA2205:SPC IN E     -  K 173                                    184 22 12.5
 LA2205:UTM  16      -  K 173                                    183 30 06.8
 LA2205
 LA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9928798057(NAD 83)
 LA2205
 LA2205|---------------------------------------------------------------------|
 LA2205| PID    Reference Object                     Distance      Geod. Az  |
 LA2205|                                                           dddmmss.s |
 LA2205| CC8950 MIER RM 1                            35.116 METERS 09810     |
 LA2205| LA2199 ROSEBURG RADIO STA WBAT MAST        APPROX.15.1 KM 1464959.3 |
 LA2205| LA2209 SWAYZEE MUNICIPAL TANK              APPROX.13.3 KM 1781948.7 |
 LA2205| LA1848 K 173                                              1841558.9 |
 LA2205| LA2210 CONVERSE MUNICIPAL TANK             APPROX. 6.9 KM 2165430.0 |
 LA2205| LA2214 CONVERSE GS SUPPIGER CO STACK       APPROX. 6.6 KM 2214400.9 |
 LA2205| CC8951 MIER RM 2                            52.404 METERS 35839     |
 LA2205|---------------------------------------------------------------------|
 LA2205
 LA2205                          SUPERSEDED SURVEY CONTROL
 LA2205
 LA2205  NAD 83(1986)-  40 37 38.59380(N)    085 49 33.73115(W) AD(       ) 1
 LA2205  NAD 27      -  40 37 38.44600(N)    085 49 33.78740(W) AD(       ) 1
 LA2205
 LA2205.Superseded values are not recommended for survey control.
 LA2205
 LA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2205.See file dsdata.pdf to determine how the superseded data were derived.
 LA2205
 LA2205_MARKER: DS = TRIANGULATION STATION DISK
 LA2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2205_STAMPING: MIER 1948
 LA2205_MARK LOGO: CGS
 LA2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2205+STABILITY: SURFACE MOTION
 LA2205
 LA2205  HISTORY     - Date     Condition        Report By
 LA2205  HISTORY     - 1948     MONUMENTED       CGS
 LA2205  HISTORY     - 1954     GOOD             CGS
 LA2205  HISTORY     - 1961     GOOD             THOMAS
 LA2205
 LA2205                          STATION DESCRIPTION
 LA2205
 LA2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2205'THE STATION IS LOCATED 12-1/2 MILES SOUTH OF WABASH AND 3-1/4 MILES
 LA2205'NORTH OF MIER ON LAND OWNED BY PHILLIP RENBARGER.  IT IS 52 FEET EAST
 LA2205'OF THE CENTER OF STATE HIGHWAY NO.  13, 14 FEET NORTH OF A FENCELINE
 LA2205'AND 13 FEET EAST OF A FENCELINE AND WHITE WITNESS POST.  THE MARK
 LA2205'PROJECTS 2 INCHES AND THE DISK IS STAMPED MIER 1948.
 LA2205'
 LA2205'REFERENCE MARK NO. 1 IS 115.21 FEET EAST OF THE STATION.  IT IS 167
 LA2205'FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A
 LA2205'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MIER NO
 LA2205'1 1948.
 LA2205'
 LA2205'REFERENCE MARK NO. 2 IS 171.93 FEET NORTH OF THE STATION.  IT IS 50
 LA2205'FEET EAST OF THE CENTER OF THE HIGHWAY, 10 FEET EAST OF A FENCELINE
 LA2205'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 LA2205'DISK IS STAMPED MIER NO 2 1948.
 LA2205'
 LA2205'K 173 (USC AND GS) BM IS 0.3 MILE SOUTH OF THE STATION AND WAS USED AS
 LA2205'THE AZIMUTH MARK.  IT IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY, 32
 LA2205'FEET NORTH OF THE CENTER OF A GRAVEL CROSSROAD, 3 FEET NORTH OF A
 LA2205'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS A 6 BY
 LA2205'6 INCH CONCRETE POST WHICH PROJECTS 6 INCHES WITH A STANDARD USC AND
 LA2205'GS BENCH MARK DISK STAMPED K 173 1946.
 LA2205'
 LA2205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 18, AND
 LA2205'21 IN MIER, GO NORTH ON HIGHWAY 13 FOR 3.3 MILES TO THE AZIMUTH MARK
 LA2205'ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON THE RIGHT
 LA2205'AS DESCRIBED.
 LA2205'
 LA2205'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2205
 LA2205                          STATION RECOVERY (1954)
 LA2205
 LA2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2205'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LA2205'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 LA2205'THE DISTANCE TO THE AZIMUTH SHOULD BE 0.2 MILE FROM THE STATION.
 LA2205'
 LA2205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 18 AND
 LA2205'21, AT THE EAST EDGE OF MIER, GO NORTH ON HIGHWAY 13 FOR 3.3 MILES TO
 LA2205'BENCH MARK K 173, USED AS AZIMUTH MARK, ON THE LEFT.  CONTINUE AHEAD
 LA2205'FOR 0.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA2205
 LA2205                          STATION RECOVERY (1961)
 LA2205
 LA2205'RECOVERY NOTE BY THOMAS ENG AND SURV 1961
 LA2205'ALL MARKS WERE FOUND UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1794 ***********************************************************************
 JA1794  DESIGNATION -  MIFFLIN
 JA1794  PID         -  JA1794
 JA1794  STATE/COUNTY-  IN/CRAWFORD
 JA1794  COUNTRY     -  US
 JA1794  USGS QUAD   -  TASWELL (2019)
 JA1794
 JA1794                         *CURRENT SURVEY CONTROL
 JA1794  ______________________________________________________________________
 JA1794* NAD 83(1997) POSITION- 38 16 47.97587(N) 086 33 47.11105(W)   ADJUSTED
 JA1794* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 JA1794  ______________________________________________________________________
 JA1794  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 JA1794  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 JA1794  HORZ ORDER      -  FIRST
 JA1794
 JA1794.The horizontal coordinates were established by classical geodetic methods
 JA1794.and adjusted by the National Geodetic Survey in May 1999.
 JA1794
 JA1794.The orthometric height was scaled from a topographic map.
 JA1794
 JA1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1794.GEOID18 height accuracy estimate available here.
 JA1794
 JA1794.Click photographs - Photos may exist for this station.
 JA1794
 JA1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1794
 JA1794. The following values were computed from the NAD 83(1997) position.
 JA1794
 JA1794;                    North         East     Units Scale Factor Converg.
 JA1794;SPC IN W     -   336,700.029   945,518.917   MT  0.99999217   +0 19 20.3
 JA1794;SPC IN W     - 1,104,656.68  3,102,089.98   sFT  0.99999217   +0 19 20.3
 JA1794;UTM  16      - 4,236,971.863   538,213.627   MT  0.99961798   +0 16 14.4
 JA1794
 JA1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1794!SPC IN W     -   0.99996378  x   0.99999217  =   0.99995595
 JA1794!UTM  16      -   0.99996378  x   0.99961798  =   0.99958177
 JA1794
 JA1794:                Primary Azimuth Mark                     Grid Az
 JA1794:SPC IN W     -  MIFFLIN AZ MK                            108 04 39.1
 JA1794:UTM  16      -  MIFFLIN AZ MK                            108 07 45.0
 JA1794
 JA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3821336971(NAD 83)
 JA1794
 JA1794|---------------------------------------------------------------------|
 JA1794| PID    Reference Object                     Distance      Geod. Az  |
 JA1794|                                                           dddmmss.s |
 JA1794| CG8987 MIFFLIN RM 1                         13.199 METERS 01027     |
 JA1794| CG8988 MIFFLIN RM 2                         22.648 METERS 09848     |
 JA1794| CG8986 MIFFLIN AZ MK                                      1082359.4 |
 JA1794| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 6.4 KM 1291017.2 |
 JA1794|---------------------------------------------------------------------|
 JA1794
 JA1794                          SUPERSEDED SURVEY CONTROL
 JA1794
 JA1794  NAD 83(1993)-  38 16 47.97857(N)    086 33 47.11312(W) AD(       ) 1
 JA1794  NAD 83(1986)-  38 16 47.98210(N)    086 33 47.11526(W) AD(       ) 1
 JA1794  NAD 27      -  38 16 47.76600(N)    086 33 47.17300(W) AD(       ) 1
 JA1794
 JA1794.Superseded values are not recommended for survey control.
 JA1794
 JA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1794.See file dsdata.pdf to determine how the superseded data were derived.
 JA1794
 JA1794_MARKER: DS = TRIANGULATION STATION DISK
 JA1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1794_STAMPING: MIFFLIN 1946
 JA1794_MARK LOGO: CGS
 JA1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1794+STABILITY: SURFACE MOTION
 JA1794
 JA1794  HISTORY     - Date     Condition        Report By
 JA1794  HISTORY     - 1946     MONUMENTED       CGS
 JA1794
 JA1794                          STATION DESCRIPTION
 JA1794
 JA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1794'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES SOUTH OF TASWELL, 2
 JA1794'MILES SOUTHWEST OF MIFFLIN STORE, 48 FEET EAST OF A FENCE CORNER, 19
 JA1794'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLEASANT RIDGE UNITED
 JA1794'BRETHERN CHURCH AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4
 JA1794'INCHES AND THE DISK IS STAMPED MIFFLIN 1946.
 JA1794'
 JA1794'REFERENCE MARK NO 1 IS 43.30 FEET NORTH OF THE STATION, 3.5 FEET WEST
 JA1794'OF THE NORTHWEST CORNER OF THE CHURCH AND 1 FOOT SOUTH OF A GRAVEYARD
 JA1794'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MIFFLIN
 JA1794'NO 1 1946.
 JA1794'
 JA1794'REFERENCE MARK NO 2 IS 74.30 FEET EAST OF THE STATION, 35 FEET
 JA1794'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 5.5 FEET WEST OF A
 JA1794'STANDARD REFERENCE POST AND 1.5 FEET SOUTH OF A FENCELINE.  THE DISK
 JA1794'IS STAMPED MIFFLIN NO 2 1946.
 JA1794'
 JA1794'THE AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF THE STATION, 17 FEET NORTH
 JA1794'OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET WEST OF A STANDARD
 JA1794'REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1794'MIFFLIN 1946.
 JA1794'
 JA1794'TO REACH THE STATION FROM THE DEPOT IN TASWELL GO EAST ON HIGHWAY 64
 JA1794'FOR 0.15 MILE TO A MACADAM ROAD RIGHT, GO RIGHT FOR 0.5 MILE TO A
 JA1794'GRAVEL ROAD RIGHT, HERE GO SHARP RIGHT ON GRAVEL ROAD FOR 2.0 MILES TO
 JA1794'A T ROAD INTERSECTION AT MIFFLIN STORE, THENCE RIGHT CROSSING CONCRETE
 JA1794'BRIDGE AND GO WESTERLY FOR 1.1 MILES TO A SIDE ROAD LEFT, THENCE LEFT
 JA1794'AND GO SOUTHERLY FOR 1.8 MILES TO PLEASANT RIDGE UNITED BRETHERN
 JA1794'CHURCH AND STATION.
 JA1794'
 JA1794'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD IN
 JA1794'SOUTHEASTERLY DIRECTION FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1794'
 JA1794'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3331 ***********************************************************************
 JZ3331  DESIGNATION -  MILAN MUNICIPAL TANK
 JZ3331  PID         -  JZ3331
 JZ3331  STATE/COUNTY-  IN/RIPLEY
 JZ3331  COUNTRY     -  US
 JZ3331  USGS QUAD   -  MILAN (2019)
 JZ3331
 JZ3331                         *CURRENT SURVEY CONTROL
 JZ3331  ______________________________________________________________________
 JZ3331* NAD 83(1997) POSITION- 39 07 25.35761(N) 085 08 07.80144(W)   ADJUSTED
 JZ3331  ______________________________________________________________________
 JZ3331  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ3331  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 JZ3331  HORZ ORDER      -  THIRD
 JZ3331
 JZ3331.The horizontal coordinates were established by classical geodetic methods
 JZ3331.and adjusted by the National Geodetic Survey in May 1999.
 JZ3331
 JZ3331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3331.GEOID18 height accuracy estimate available here.
 JZ3331
 JZ3331.Click photographs - Photos may exist for this station.
 JZ3331
 JZ3331.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3331
 JZ3331. The following values were computed from the NAD 83(1997) position.
 JZ3331
 JZ3331;                    North         East     Units Scale Factor Converg.
 JZ3331;SPC IN E     -   430,364.100   145,931.395   MT  0.99999263   +0 20 06.6
 JZ3331;SPC IN E     - 1,411,952.88    478,776.59   sFT  0.99999263   +0 20 06.6
 JZ3331;UTM  16      - 4,332,160.089   661,174.628   MT  0.99991987   +1 10 36.3
 JZ3331
 JZ3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6117432160(NAD 83)
 JZ3331
 JZ3331                          SUPERSEDED SURVEY CONTROL
 JZ3331
 JZ3331  NAD 83(1995)-  39 07 25.35794(N)    085 08 07.79985(W) AD(       ) 3
 JZ3331  NAD 83(1993)-  39 07 25.36065(N)    085 08 07.80499(W) AD(       ) 3
 JZ3331  NAD 83(1986)-  39 07 25.35977(N)    085 08 07.80917(W) AD(       ) 3
 JZ3331  NAD 27      -  39 07 25.16700(N)    085 08 07.96300(W) AD(       ) 3
 JZ3331
 JZ3331.Superseded values are not recommended for survey control.
 JZ3331
 JZ3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3331.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3331
 JZ3331_MARKER: 51 = TANK
 JZ3331
 JZ3331  HISTORY     - Date     Condition        Report By
 JZ3331  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3331
 JZ3331                          STATION DESCRIPTION
 JZ3331
 JZ3331'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2362 ***********************************************************************
 ME2362  DESIGNATION -  MILL
 ME2362  PID         -  ME2362
 ME2362  STATE/COUNTY-  IN/LA PORTE
 ME2362  COUNTRY     -  US
 ME2362  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME2362
 ME2362                         *CURRENT SURVEY CONTROL
 ME2362  ______________________________________________________________________
 ME2362* NAD 83(1997) POSITION- 41 26 24.31689(N) 086 43 11.75068(W)   ADJUSTED
 ME2362* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 ME2362  ______________________________________________________________________
 ME2362  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 ME2362  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 ME2362  HORZ ORDER      -  FIRST
 ME2362
 ME2362.The horizontal coordinates were established by classical geodetic methods
 ME2362.and adjusted by the National Geodetic Survey in May 1999.
 ME2362
 ME2362.The orthometric height was scaled from a topographic map.
 ME2362
 ME2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2362.GEOID18 height accuracy estimate available here.
 ME2362
 ME2362.Click photographs - Photos may exist for this station.
 ME2362
 ME2362.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2362
 ME2362. The following values were computed from the NAD 83(1997) position.
 ME2362
 ME2362;                    North         East     Units Scale Factor Converg.
 ME2362;SPC IN W     -   687,495.678   930,369.686   MT  0.99997801   +0 14 25.9
 ME2362;SPC IN W     - 2,255,558.74  3,052,387.88   sFT  0.99997801   +0 14 25.9
 ME2362;UTM  16      - 4,587,650.726   523,396.898   MT  0.99960674   +0 11 07.3
 ME2362
 ME2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2362!SPC IN W     -   0.99997130  x   0.99997801  =   0.99994931
 ME2362!UTM  16      -   0.99997130  x   0.99960674  =   0.99957805
 ME2362
 ME2362:                Primary Azimuth Mark                     Grid Az
 ME2362:SPC IN W     -  MILL AZ MK                               017 27 04.8
 ME2362:UTM  16      -  MILL AZ MK                               017 30 23.4
 ME2362
 ME2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2339687650(NAD 83)
 ME2362
 ME2362|---------------------------------------------------------------------|
 ME2362| PID    Reference Object                     Distance      Geod. Az  |
 ME2362|                                                           dddmmss.s |
 ME2362| CM3166 MILL AZ MK                                         0174130.7 |
 ME2362| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 8.1 KM 0295957.4 |
 ME2362| ME2430 KINGSBURY ORDNANCE PLANT TK 2       APPROX.10.5 KM 0354458.0 |
 ME2362| CM3167 MILL RM 1                            26.214 METERS 04052     |
 ME2362| CM3168 MILL RM 2                            30.004 METERS 31220     |
 ME2362|---------------------------------------------------------------------|
 ME2362
 ME2362                          SUPERSEDED SURVEY CONTROL
 ME2362
 ME2362  NAD 83(1986)-  41 26 24.32033(N)    086 43 11.75638(W) AD(       ) 1
 ME2362  NAD 27      -  41 26 24.16510(N)    086 43 11.69110(W) AD(       ) 1
 ME2362
 ME2362.Superseded values are not recommended for survey control.
 ME2362
 ME2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2362.See file dsdata.pdf to determine how the superseded data were derived.
 ME2362
 ME2362_MARKER: DS = TRIANGULATION STATION DISK
 ME2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2362_STAMPING: MILL 1948
 ME2362_MARK LOGO: CGS
 ME2362_PROJECTION: RECESSED 30 CENTIMETERS
 ME2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2362+STABILITY: SURFACE MOTION
 ME2362
 ME2362  HISTORY     - Date     Condition        Report By
 ME2362  HISTORY     - 1948     MONUMENTED       CGS
 ME2362  HISTORY     - 1952     GOOD             CGS
 ME2362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2362
 ME2362                          STATION DESCRIPTION
 ME2362
 ME2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2362'STATION IS LOCATED 4 MILES SOUTHWEST OF TRACY AND 3-1/2 MILES
 ME2362'NORTHEAST OF HANNA ON PROPERTY OWNED BY MRS. MARTHA A HOOKNEY.  IT IS
 ME2362'45 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND 44 FEET SOUTHEAST OF A
 ME2362'10 INCH WALNUT TREE.  THE MARK IS UNDERGROUND 12 INCHES AND THE DISK
 ME2362'IS STAMPED MILL 1948.
 ME2362'
 ME2362'REFERENCE MARK NO. 1 IS 98.00 FEET NORTHEAST OF THE STATION.  IT IS 20
 ME2362'FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A
 ME2362'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MILL NO
 ME2362'1 1948.
 ME2362'
 ME2362'REFERENCE MARK NO. 2 IS 99.43 FEET NORTHWEST OF THE STATION.  IT IS 20
 ME2362'FEET NORTH OF THE CENTER OF GRAVEL ROAD, 2 FEET WEST OF A WHITE
 ME2362'WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND
 ME2362'THE DISK IS STAMPED MILL NO 2 1948.
 ME2362'
 ME2362'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION.  IT IS 57 FEET
 ME2362'SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE, 4 FEET WEST OF A WHITE
 ME2362'WITNESS POST AND 23 FEET WEST OF THE CENTER OF GRAVEL ROAD.  THE MARK
 ME2362'PROJECTS 8 INCHES AND THE DISK IS STAMPED MILL 1948.
 ME2362'
 ME2362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 30 AND
 ME2362'MAIN STREET IN HANNA GO EAST ON U.S. HIGHWAY NO. 30 FOR 2.3 MILES TO A
 ME2362'CROSSROAD, TURN LEFT AND GO NORTH FOR 2.3 TO A CROSSROAD, TURN RIGHT
 ME2362'AND GO EAST FOR 0.95 MILE TO THE STATION ON THE RIGHT AS DESCRIBED,
 ME2362'CONTINUE FOR 0.1 MILE TO A T-ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.3
 ME2362'MILE TO A BRIDGE AND THE AZIMUTH MARK AS DESCRIBED.
 ME2362'
 ME2362'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2362
 ME2362                          STATION RECOVERY (1952)
 ME2362
 ME2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LSW)
 ME2362'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2362'CONDITION.  DIRECTIONS TO ALL MARKS CEHCKED.  DISTANCES TO THE
 ME2362'REFERENCE MARKS FAILED TO CHECK.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2362'
 ME2362'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2362
 ME2362                          STATION RECOVERY (1987)
 ME2362
 ME2362'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1882 ***********************************************************************
 JA1882  DESIGNATION -  MILL
 JA1882  PID         -  JA1882
 JA1882  STATE/COUNTY-  IN/DUBOIS
 JA1882  COUNTRY     -  US
 JA1882  USGS QUAD   -  JASPER (2019)
 JA1882
 JA1882                         *CURRENT SURVEY CONTROL
 JA1882  ______________________________________________________________________
 JA1882* NAD 83(1997) POSITION- 38 27 31.74787(N) 086 55 40.89714(W)   ADJUSTED
 JA1882* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 JA1882  ______________________________________________________________________
 JA1882  GEOID HEIGHT    -        -32.525 (meters)                     GEOID18
 JA1882  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JA1882  HORZ ORDER      -  THIRD
 JA1882
 JA1882.The horizontal coordinates were established by classical geodetic methods
 JA1882.and adjusted by the National Geodetic Survey in May 1999.
 JA1882
 JA1882.The orthometric height was scaled from a topographic map.
 JA1882
 JA1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1882.GEOID18 height accuracy estimate available here.
 JA1882
 JA1882.Click photographs - Photos may exist for this station.
 JA1882
 JA1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1882
 JA1882. The following values were computed from the NAD 83(1997) position.
 JA1882
 JA1882;                    North         East     Units Scale Factor Converg.
 JA1882;SPC IN W     -   356,433.026   913,555.065   MT  0.99996893   +0 05 47.7
 JA1882;SPC IN W     - 1,169,397.35  2,997,221.91   sFT  0.99996893   +0 05 47.7
 JA1882;UTM  16      - 4,256,726.372   506,279.466   MT  0.99960049   +0 02 41.1
 JA1882
 JA1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1882!SPC IN W     -   0.99997908  x   0.99996893  =   0.99994801
 JA1882!UTM  16      -   0.99997908  x   0.99960049  =   0.99957958
 JA1882
 JA1882:                Primary Azimuth Mark                     Grid Az
 JA1882:SPC IN W     -  MILL AZ MK                               198 50 05.3
 JA1882:UTM  16      -  MILL AZ MK                               198 53 11.9
 JA1882
 JA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0627956726(NAD 83)
 JA1882
 JA1882|---------------------------------------------------------------------|
 JA1882| PID    Reference Object                     Distance      Geod. Az  |
 JA1882|                                                           dddmmss.s |
 JA1882| CG8990 MILL RM 1                            38.941 METERS 07900     |
 JA1882| CG8991 MILL RM 2                            46.654 METERS 18347     |
 JA1882| CG8989 MILL AZ MK                                         1985553.0 |
 JA1882|---------------------------------------------------------------------|
 JA1882
 JA1882                          SUPERSEDED SURVEY CONTROL
 JA1882
 JA1882  NAD 83(1993)-  38 27 31.75315(N)    086 55 40.90007(W) AD(       ) 3
 JA1882  NAD 83(1986)-  38 27 31.75492(N)    086 55 40.89994(W) AD(       ) 3
 JA1882  NAD 27      -  38 27 31.56800(N)    086 55 40.90100(W) AD(       ) 3
 JA1882
 JA1882.Superseded values are not recommended for survey control.
 JA1882
 JA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1882.See file dsdata.pdf to determine how the superseded data were derived.
 JA1882
 JA1882_MARKER: DS = TRIANGULATION STATION DISK
 JA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1882_STAMPING: MILL 1946
 JA1882_MARK LOGO: CGS
 JA1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1882+STABILITY: SURFACE MOTION
 JA1882
 JA1882  HISTORY     - Date     Condition        Report By
 JA1882  HISTORY     - 1946     MONUMENTED       CGS
 JA1882
 JA1882                          STATION DESCRIPTION
 JA1882
 JA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1882'THIS STATION IS 4.7 MILES NORTH FROM ST JOSEPHS CATHOLIC CHURCH IN
 JA1882'JASPER, 42 FEET WEST OF
 JA1882'THE CENTERLINE OF STATE HIGHWAY 56 AND 19 FEET SOUTH OF
 JA1882'A CONCRETE HIGHWAY POST, AT THE
 JA1882'TOP OF A GRADE.  THE MARK PROJECTS 6
 JA1882'INCHES AND THE DISK IS STAMPED MILL 1946.
 JA1882'
 JA1882'REFERENCE MARK NO 1 IS 127.76 FEET NORTHEAST OF THE STATION AND 40
 JA1882'FEET EAST OF THE CENTERLINE
 JA1882'OF THE HIGHWAY, IN A FENCELINE.  THE MARK PROJECTS 8
 JA1882'INCHES AND THE DISK IS STAMPED
 JA1882'MILL NO 1 1946.
 JA1882'
 JA1882'REFERENCE MARK NO 2 IS 153.05 FEET SOUTHEAST OF THE STATION AND 39
 JA1882'FEET EAST OF THE CENTERLINE
 JA1882'OF THE HIGHWAY, IN A FENCELINE.  THE MARK PROJECTS 8
 JA1882'INCHES AND THE DISK IS STAMPED
 JA1882'MILL NO 2 1946.
 JA1882'
 JA1882'AZIMUTH MARK IS SOUTH OF STATION, 37 FEET WEST OF THE CENTERLINE OF
 JA1882'STATE HIGHWAY 56, 27
 JA1882'FEET SOUTH OF A FENCE CORNER AND 1 FOOT NORTH OF A
 JA1882'WHITE WITNESS POST.  THE MARK
 JA1882'PROJECTS 6 INCHES AND THE DISK IS
 JA1882'STAMPED MILL 1946.
 JA1882'
 JA1882'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1737 ***********************************************************************
 JA1737  DESIGNATION -  MILLER
 JA1737  PID         -  JA1737
 JA1737  STATE/COUNTY-  IN/HARRISON
 JA1737  COUNTRY     -  US
 JA1737  USGS QUAD   -  CORYDON EAST (2019)
 JA1737
 JA1737                         *CURRENT SURVEY CONTROL
 JA1737  ______________________________________________________________________
 JA1737* NAD 83(1997) POSITION- 38 12 14.19970(N) 086 03 52.60167(W)   ADJUSTED
 JA1737* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 JA1737  ______________________________________________________________________
 JA1737  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 JA1737  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 JA1737  HORZ ORDER      -  SECOND
 JA1737
 JA1737.The horizontal coordinates were established by classical geodetic methods
 JA1737.and adjusted by the National Geodetic Survey in May 1999.
 JA1737
 JA1737.The orthometric height was scaled from a topographic map.
 JA1737
 JA1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1737.GEOID18 height accuracy estimate available here.
 JA1737
 JA1737.Click photographs - Photos may exist for this station.
 JA1737
 JA1737.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1737
 JA1737. The following values were computed from the NAD 83(1997) position.
 JA1737
 JA1737;                    North         East     Units Scale Factor Converg.
 JA1737;SPC IN E     -   328,205.630    65,145.634   MT  0.99998162   -0 14 46.0
 JA1737;SPC IN E     - 1,076,787.97    213,731.97   sFT  0.99998162   -0 14 46.0
 JA1737;UTM  16      - 4,228,856.935   581,897.511   MT  0.99968260   +0 34 42.7
 JA1737
 JA1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1737!SPC IN E     -   0.99997055  x   0.99998162  =   0.99995217
 JA1737!UTM  16      -   0.99997055  x   0.99968260  =   0.99965316
 JA1737
 JA1737:                Primary Azimuth Mark                     Grid Az
 JA1737:SPC IN E     -  MILLER AZ MK 2                           263 20 26.6
 JA1737:UTM  16      -  MILLER AZ MK 2                           262 30 57.9
 JA1737
 JA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8189728856(NAD 83)
 JA1737
 JA1737|---------------------------------------------------------------------|
 JA1737| PID    Reference Object                     Distance      Geod. Az  |
 JA1737|                                                           dddmmss.s |
 JA1737| CG8997 MILLER AZ MK                                       0844357.5 |
 JA1737| CG8999 MILLER RM 1                          23.000 METERS 09230     |
 JA1737| CG9000 MILLER RM 2                          20.132 METERS 16244     |
 JA1737| CG9001 MILLER RM 3                          23.976 METERS 21902     |
 JA1737| CG8998 MILLER AZ MK 2                                     2630540.6 |
 JA1737|---------------------------------------------------------------------|
 JA1737
 JA1737                          SUPERSEDED SURVEY CONTROL
 JA1737
 JA1737  NAD 83(1993)-  38 12 14.20112(N)    086 03 52.60209(W) AD(       ) 2
 JA1737  NAD 83(1986)-  38 12 14.20502(N)    086 03 52.60800(W) AD(       ) 2
 JA1737  NAD 27      -  38 12 13.95500(N)    086 03 52.71900(W) AD(       ) 2
 JA1737
 JA1737.Superseded values are not recommended for survey control.
 JA1737
 JA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1737.See file dsdata.pdf to determine how the superseded data were derived.
 JA1737
 JA1737_MARKER: DS = TRIANGULATION STATION DISK
 JA1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1737_STAMPING: MILLER 1947
 JA1737_MARK LOGO: CGS
 JA1737_PROJECTION: FLUSH
 JA1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1737+STABILITY: SURFACE MOTION
 JA1737
 JA1737  HISTORY     - Date     Condition        Report By
 JA1737  HISTORY     - 1947     MONUMENTED       CGS
 JA1737  HISTORY     - 1967     GOOD             CGS
 JA1737
 JA1737                          STATION DESCRIPTION
 JA1737
 JA1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1737'THE STATION IS LOCATED ABOUT 3.6 MILES EAST OF THE POST OFFICE OF
 JA1737'CORYDON ON THE LEFT OF STATE HIGHWAY 62, 35 FEET NORTH OF THE
 JA1737'APPROXIMATE CENTERLINE OF STATE HIGHWAY 62 AND 10 FEET NORTH OF A
 JA1737'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 JA1737'STAMPED MILLER 1947.
 JA1737'
 JA1737'REFERENCE MARK NO. 1 IS 75.46 FEET EAST OF THE STATION, 24 FEET NORTH
 JA1737'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 62, AND 1 FOOT NORTH
 JA1737'OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA1737'MILLER NO 1 1947.
 JA1737'
 JA1737'REFERENCE MARK NO. 2 IS 66.20 FEET SOUTH OF THE STATION, 68.3 FEET
 JA1737'NORTHEAST OF THE NORTHEAST CORNER OF THE EDMOND MILLER FARM HOUSE,
 JA1737'AND 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 62.
 JA1737'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 JA1737'MILLER NO 2 1947.
 JA1737'
 JA1737'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 118 FEET NORTHEAST
 JA1737'OF THE NORTHEAST CORNER OF KING CAVE WELDING SHOP, 30 FEET NORTHWEST
 JA1737'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 62, AND 2 FEET
 JA1737'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 JA1737'DISK IS STAMPED MILLER 1947.
 JA1737'
 JA1737'TO REACH THE STATION FROM THE POST OFFICE IN CORYDON, GO EAST ON
 JA1737'STATE HIGHWAY 62 FOR 3.6 MILES TO THE MILLER FARM HOUSE ON THE
 JA1737'RIGHT, AND THE STATION ON THE LEFT.
 JA1737'
 JA1737'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 JA1737'62 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1737'
 JA1737'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1737
 JA1737                          STATION RECOVERY (1967)
 JA1737
 JA1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JA1737'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 JA1737'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS
 JA1737'KNOWN TO HAVE BEEN DESTROYED BY A BULLDOZER WHILE CLEARING OUT AN
 JA1737'OLD FENCE LINE.  MR. C. W. ATWOOD, ON WHOSE PROPERTY THE ORIGINAL
 JA1737'AZIMUTH MARK WAS ESTABLISHED, REQUESTED THAT THE MARK BE MOVED SO
 JA1737'THAT HE MIGHT WIDEN HIS DRIVEWAY.  THE STATION WAS OCCUPIED AND A
 JA1737'NEW AZIMUTH MARK 2 AND A NEW REFERENCE MARK NO. 3 WERE ESTABLISHED.
 JA1737'AFTER ALL HORIZONTAL OBSERVATIONS HAD BEEN COMPLETED THE
 JA1737'ORIGINAL AZIMUTH MARK WAS COMPLETELY DESTROYED AND THE DISK
 JA1737'REMOVED.
 JA1737'
 JA1737'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JA1737'
 JA1737'THE STATION IS LOCATED ON THE PROPERTY OF MR. EDMOND MILLER ABOUT
 JA1737'3.6 MILES EAST OF CORYDON AND ACROSS STATE ROUTE 62 NORTH OF THE
 JA1737'MILLER HOME.
 JA1737'
 JA1737'TO REACH FROM THE INTERSECTION OF STATE ROUTE 62 AND ELM STREET
 JA1737'ABOUT ONE BLOCK SOUTH OF THE POST OFFICE IN CORYDON, GO EASTERLY ON
 JA1737'STATE ROUTE 62 FOR 3.4 MILES TO A GRAVELED T ROAD ON THE LEFT AND
 JA1737'THE AZIMUTH MARK IN THE NORTHEAST ANGLE AS DESCRIBED.  CONTINUE EAST
 JA1737'ON STATE ROUTE 62 FOR 0.2 MILE TO THE MILLER FARM BUILDINGS ON THE
 JA1737'RIGHT AND THE STATION ON THE LEFT NEAR THE SOUTH EDGE OF AN OPEN
 JA1737'FIELD.
 JA1737'
 JA1737'THE STATION IS 48 FEET EAST OF A POWERLINE POLE, 35 FEET NORTH OF THE
 JA1737'APPROXIMATE CENTER OF STATE ROUTE 62 AND 1.5 FEET SOUTH OF A METAL
 JA1737'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA1737'14 INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 JA1737'DISK IS STAMPED MILLER 1947.
 JA1737'
 JA1737'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY SOUTH OF THE STATION,
 JA1737'68.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MILLER FARM
 JA1737'HOUSE, 30 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 62, 16
 JA1737'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 4
 JA1737'FEET EAST OF A NORTHWEST FENCE CORNER POST, AND 0.7 OF A FOOT NORTH
 JA1737'OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA1737'12-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW
 JA1737'THE SURFACE AND THE DISK IS STAMPED MILLER NO 2 1947.  A
 JA1737'DISCREPANCY OF 0.15 OF A FOOT WAS NOTED IN THE HORIZONTAL
 JA1737'MEASUREMENT BETWEEN THE STATION AND THIS REFERENCE MARK.  THE
 JA1737'ORIGINAL MEASUREMENT WAS 66.20 FEET - 20.178 METERS AS OPPOSED
 JA1737'TO THE PRESENT MEASUREMENT OF 66.05 FEET - 20.132 METERS.
 JA1737'
 JA1737'REFERENCE MARK NO. 3 IS ACROSS THE HIGHWAY SOUTHWEST OF THE STATION
 JA1737'IN THE SECOND STEP FROM THE BOTTOM OF THE CONCRETE STEPS WHICH LEAD
 JA1737'TO THE MILLER FARM HOME, 50 FEET WEST OF THE APPROXIMATE CENTER OF
 JA1737'A GRAVELED DRIVEWAY, 33 FEET NORTH OF THE NORTH EDGE OF THE FRONT
 JA1737'PORCH OF THE MILLER HOME, 20 FEET SOUTH OF THE APPROXIMATE CENTER
 JA1737'OF STATE ROUTE 62, 13 FEET WEST-NORTHWEST OF A 30-INCH BOXELDER
 JA1737'TREE, 5.3 FEET SOUTHEAST OF A MAILBOX, 0.5 OF A FOOT SOUTH OF THE
 JA1737'NORTH EDGE OF THE STEP, AND 0.4 FEET WEST OF THE EAST EDGE OF THE
 JA1737'STEP.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JA1737'CONCRETE STEP AND THE DISK IS STAMPED MILLER 1947 NO 3 1967.
 JA1737'
 JA1737'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ALONG THE NORTH SIDE
 JA1737'OF STATE ROUTE 62 AND IN THE NORTHEAST ANGLE OF A T ROAD
 JA1737'INTERSECTION.  IT IS 42 FEET EAST OF THE APPROXIMATE CENTER OF THE
 JA1737'GRAVELED ROAD, 36 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 JA1737'ROUTE 62, 4.8 FEET NORTH-NORTHEAST OF A GUYED POWERLINE POLE WHERE
 JA1737'THE LINE CROSSES THE HIGHWAY, 1.2 FEET EAST OF A METAL WITNESS
 JA1737'POST AND SIGN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROADS.  IT
 JA1737'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JA1737'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED MILLER
 JA1737'1947 AZ 2 1967.
 JA1737'
 JA1737'DUE TO A LARGE TREE ON LINE THE HORIZONTAL DISTANCE BETWEEN THE
 JA1737'REFERENCE MARKS COULD NOT BE MEASURED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1669 ***********************************************************************
 JA1669  DESIGNATION -  MILLER RESET
 JA1669  PID         -  JA1669
 JA1669  STATE/COUNTY-  IN/JACKSON
 JA1669  COUNTRY     -  US
 JA1669  USGS QUAD   -  VALLONIA (2019)
 JA1669
 JA1669                         *CURRENT SURVEY CONTROL
 JA1669  ______________________________________________________________________
 JA1669* NAD 83(1997) POSITION- 38 50 36.52057(N) 086 02 08.93681(W)   ADJUSTED
 JA1669* NAVD 88 ORTHO HEIGHT -   281.8   (meters)      925.    (feet) VERTCON3
 JA1669  ______________________________________________________________________
 JA1669  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 JA1669  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 JA1669  HORZ ORDER      -  FIRST
 JA1669
 JA1669.The horizontal coordinates were established by classical geodetic methods
 JA1669.and adjusted by the National Geodetic Survey in May 1999.
 JA1669
 JA1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1669
 JA1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1669.GEOID18 height accuracy estimate available here.
 JA1669
 JA1669.Click photographs - Photos may exist for this station.
 JA1669
 JA1669.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1669
 JA1669. The following values were computed from the NAD 83(1997) position.
 JA1669
 JA1669;                    North         East     Units Scale Factor Converg.
 JA1669;SPC IN E     -   399,185.484    67,952.625   MT  0.99997931   -0 13 53.5
 JA1669;SPC IN E     - 1,309,661.04    222,941.24   sFT  0.99997931   -0 13 53.5
 JA1669;UTM  16      - 4,299,848.994   583,674.889   MT  0.99968621   +0 36 17.2
 JA1669
 JA1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1669!SPC IN E     -   0.99996107  x   0.99997931  =   0.99994038
 JA1669!UTM  16      -   0.99996107  x   0.99968621  =   0.99964730
 JA1669
 JA1669:                Primary Azimuth Mark                     Grid Az
 JA1669:SPC IN E     -  MILLER AZ MK                             266 50 36.1
 JA1669:UTM  16      -  MILLER AZ MK                             266 00 25.4
 JA1669
 JA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8367499848(NAD 83)
 JA1669
 JA1669|---------------------------------------------------------------------|
 JA1669| PID    Reference Object                     Distance      Geod. Az  |
 JA1669|                                                           dddmmss.s |
 JA1669| CG8994 MILLER RM 5                          30.068 METERS 07014     |
 JA1669| JA1670 SKYLINE LOOKOUT TOWER                15.512 METERS 09002     |
 JA1669| CG8993 MILLER RM 4                          29.292 METERS 16300     |
 JA1669| CG8996 MILLER RM C                          11.700 METERS 17252     |
 JA1669| CG8992 MILLER AZ MK                                       2663642.6 |
 JA1669| JA1666 BROWNSTOWN MUNICIPAL SPIPE          APPROX. 4.3 KM 3481214.6 |
 JA1669| CG8995 MILLER RM A                          11.780 METERS 35009     |
 JA1669| JA1668 BROWNSTOWN JACKSON CO CTHSE         APPROX. 3.9 KM 3524426.1 |
 JA1669|---------------------------------------------------------------------|
 JA1669
 JA1669                          SUPERSEDED SURVEY CONTROL
 JA1669
 JA1669  NAD 83(1993)-  38 50 36.52418(N)    086 02 08.93608(W) AD(       ) 1
 JA1669  NAD 83(1986)-  38 50 36.52393(N)    086 02 08.93897(W) AD(       ) 1
 JA1669  NAD 27      -  38 50 36.32900(N)    086 02 09.02000(W) AD(       ) 1
 JA1669  USSD        -  38 50 36.47300(N)    086 02 08.84800(W) AD(       ) 3
 JA1669  NGVD 29 (07/19/86)  281.9    (m)          925.     (f) VERT ANG       
 JA1669
 JA1669.Superseded values are not recommended for survey control.
 JA1669
 JA1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1669.See file dsdata.pdf to determine how the superseded data were derived.
 JA1669
 JA1669_MARKER: DS = TRIANGULATION STATION DISK
 JA1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1669_STAMPING: MILLER 1889 1946
 JA1669_MARK LOGO: CGS
 JA1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1669+STABILITY: SURFACE MOTION
 JA1669
 JA1669  HISTORY     - Date     Condition        Report By
 JA1669  HISTORY     - 1889     MONUMENTED       CGS
 JA1669  HISTORY     - 1914     GOOD             CGS
 JA1669  HISTORY     - 1931     GOOD             CGS
 JA1669  HISTORY     - 1935     GOOD             CGS
 JA1669  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JA1669  HISTORY     - 1947     GOOD             CGS
 JA1669  HISTORY     - 1967     GOOD             CGS
 JA1669
 JA1669                          STATION DESCRIPTION
 JA1669
 JA1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 JA1669'ABOUT 2-1/2 MILES SOUTH OF BROWNSTOWN, IN A SMALL CLEARING KNOWN
 JA1669'ASTHE OLD IKE MILLER PEACH ORCHARD, ON TOP OF A RIDGE ABOUT 1
 JA1669'MILE EAST OF THE MAIN ROAD FROM BROWNSTOWN, ON LAND BELONGING TO MISS
 JA1669'CAROLINE SANDERS. THE STATION IS IN THE SW 1/4 SW 1/4 NW 1/4 SEC.
 JA1669'25, T.5 N, R.4 E, ABOUT 100 METERS NORTHWEST OF A SMALL CABIN ON THE
 JA1669'SANDERS PLACE.  THE STATION IS MARKED BY A CROSS IN THE TOP OF A
 JA1669'STONE POST 6 INCHES SQUARE AND 30 INCHES LONG INSCRIBED WITH THE
 JA1669'LETTERS U.S.C. AND G.S. THE UNDERGROUND MARK IS AN EARTHENWARE
 JA1669'PYRAMID WITH EDGES ABOUT 6 INCHES LONG MARKED WITH THE RAISED
 JA1669'LETTERS U.S.C.S. THE THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES
 JA1669'SQUARE AND 30 INCHES LONG. WHEN VISITED IN 1914 ONE REFERENCE MARK
 JA1669'WAS FOUND IN GOOD CONDITION AND ANOTHER WAS FOUND WITH THE TOP BROKEN
 JA1669'OFF 6 INCHES BELOW THE SURFACE OF THE GROUND, BUT THE THIRD ONE
 JA1669'COULD NOT BE FOUND. THE BROKEN MARK IS 11.67 METERS S. 10 DEG 52 MIN
 JA1669'E.  MAG. FROM THE STATION, AND THE OTHER IS 11.73 METERS N. 16
 JA1669'DEG 20 MIN W. FROM THE STATION.
 JA1669
 JA1669                          STATION RECOVERY (1931)
 JA1669
 JA1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 JA1669'THE SURFACE MARK, AND REFERENCE MARK DESCRIBED AS BEING 11.73 METERS
 JA1669'N. 16 DEG 20 MIN W. FROM THE STATION, WERE RECOVERED
 JA1669'APPARENTLY AS ESTABLISHED. THE MARK IS BETWEEN THE 3RD AND 4TH ROW OF
 JA1669'PEACH TREES COUNTING FROM THE NORTH SIDE OF THE ORCHARD AND AT
 JA1669'THE WEST END OF THE OLD PART OF THE ORCHARD. THE ORCHARD IS NOW OWNED
 JA1669'BY EMIL V. HELLER WHO LIVES IN BROWNSTOWN.
 JA1669'
 JA1669'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSTOWN, GO WEST ON
 JA1669'U.S. HIGHWAY 50 FOR 0.5 MILE TO A GRADED ROAD TO LEFT AT CITY
 JA1669'LIMITS, TURN LEFT ON THIS ROAD AND FOLLOW MAIN ROAD STRAIGHT AHEAD
 JA1669'FOR 1.7 MILES TO A ROAD FORK THAT IS ABOUT 75 YARDS BEYOND A
 JA1669'STEEP TRAIL UP HILL TO RIGHT. TAKE THE RIGHT FORK AND FOLLOW WINDING
 JA1669'ROAD UP HILL FOR 0.45 MILE TO A FORK AT TOP OF HILL. TAKE
 JA1669'LEFT FORK AND FOLLOW ALONG HOGBACK, KEEPING LEFT AT ALL FORKS, FOR
 JA1669'0.8 MILE TO THE ORCHARD.
 JA1669
 JA1669                          STATION RECOVERY (1935)
 JA1669
 JA1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1669'THIS IS IN JACKSON COUNTY INSTEAD OF JENNINGS.
 JA1669'
 JA1669'THAT PART OF DESCRIPTION BEGINNING WITH IN A SMALL
 JA1669'CLEARING-----ETC----AND ENDING WITH-----MISS CAROLINE SANDERS
 JA1669'DOES NOT NOW APPLY.
 JA1669'
 JA1669'THAT PART OF DESCRIPTION- ABOUT 100 METERS NORTHWEST OF A SMALL CABIN
 JA1669'ON THE SANDERS PLACE, DOES NOT APPLY. THESE OLD LANDMARKS ARE
 JA1669'GONE AND ARE UNKNOWN.
 JA1669'
 JA1669'DID NOT FIND THE STONE 11.67 METERS S. 10 DEG 52 MIN E.
 JA1669'
 JA1669'THE STONE 11.73 METERS N. 16 DEG 20 MIN W. IS IN POSITION AND IN
 JA1669'GOOD CONDITION.
 JA1669'
 JA1669'THE SURFACE MARKER FOR THE STATION IS IN POSITION, IN GOOD CONDITION.
 JA1669'
 JA1669'OTHER DETAILS OK.
 JA1669'
 JA1669'DO NOT THINK IT NECESSARY TO REMARK THE STATION.
 JA1669'
 JA1669'ABOUT 2-1/2 MILES FROM BROWNSTOWN. REACHED FROM U.S. HIGHWAY NO. 50
 JA1669'AT BROWNSTOWN VIA RECENTLY CONSTRUCTED ROAD LEADING DIRECT
 JA1669'TO THE FOREST RESERVE OBSERVATION TOWER. THE REMAINING REFERENCE
 JA1669'STONE IS 11.73 METERS N. 16 DEG 30 MIN W. THE ANCHOR BOLT ON
 JA1669'OUTER SIDE OF NORTHWEST CORNER COLUMN OF THE OBSERVATION TOWER IS
 JA1669'42.3 FEET N. 76 DEG E, TH THE ANCHOR BOLT ON OUTER SIDE OF
 JA1669'SOUTHWEST CORNER COLUMN OF THE OBSERVATION TOWER IS 42.8 FEET S. 77
 JA1669'DEG E.  THE TOWER AND STATION IS SURROUNDED ON THREE SIDES BY
 JA1669'A PEACH ORCHARD, THE FOURTH OR NORTH SIDE IS SCRUB TIMBER.
 JA1669
 JA1669                          STATION RECOVERY (1946)
 JA1669
 JA1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1669'THE STATION MARKS AND ONE STONE REFERENCE POST WERE RECOVERED IN GOOD
 JA1669'CONDITION. A NEW SURFACE-STATION MARK, TWO NEW REFERENCE MARKS,
 JA1669'AND A NEW AZIMUTH MARK WERE SET FOR THIS STATION. THEY ARE STANDARD
 JA1669'BRONZE DISKS SET IN CONCRETE. A
 JA1669'COMPLETE DESCRIPTION FOLLOWS-
 JA1669'
 JA1669'THIS STATION IS ABOUT 2-1/2 MILES SOUTH OF BROWNSTOWN, ON THE HIGHEST
 JA1669'HILL IN VICINITY ABOUT 200 FEET WEST OF AN APPLE ORCHARD,
 JA1669'50.88 FEET WEST OF THE CENTER OF THE SKYLINE LOOKOUT TOWER, AND 33
 JA1669'FEET NORTH OF THE LANE WHICH LEADS TO THE LOOKOUT TOWER. THE
 JA1669'UNDERGROUND-STATION MARK IS AN EARTHENWARE PYRAMID ABOUT 6 INCHES
 JA1669'SQUARE. IT IS ABOUT 3 FEET UNDERGROUND AND BEARS THE RAISED
 JA1669'LETTERS U.S.C.S. THE SURFACE-STATION MARK PROJECTS 3 INCHES AND THE
 JA1669'DISK IS STAMPED MILLER 1889 1946.
 JA1669'
 JA1669'THE ONE REMAINING STONE REFERENCE POST IS 38.48 FEET NORTH OF THE
 JA1669'STATION. IT IS 4 INCHES SQUARE AT THE TOP AND ABOUT 30 INCHES
 JA1669'LONG. THE MARK PROJECTS 2 INCHES AND THE TOP OF THE MARK BEARS A
 JA1669'CHISELED ARROW WHICH POINTS TOWARD THE STATION.
 JA1669'
 JA1669'REFERENCE MARK NO. 4 IS 96.10 FEET SOUTH OF THE STATION AND 84 FEET
 JA1669'SOUTH-SOUTHEAST OF THE LOOKOUT TOWER. THE MARK PROJECTS 4
 JA1669'INCHES AND THE DISK IS STAMPED MILLER NO 4 1946.
 JA1669'
 JA1669'REFERENCE MARK NO. 5 IS 98.65 FEET EAST OF THE STATION AND 41 FEET
 JA1669'NORTHEAST OF THE LOOKOUT TOWER. THE MARK PROJECTS 6 INCHES AND
 JA1669'THE DISK IS STAMPED MILLER NO 5 1946.
 JA1669'
 JA1669'AZIMUTH MARK IS 0.4 MILE WEST FROM THE STATION, 19 FEET SOUTHWEST OF
 JA1669'THE ROAD WHICH LEADS TO THE STATION, AND 3 FEET SOUTHEAST OF A
 JA1669'WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1669'STAMPED MILLER 1946.
 JA1669'
 JA1669'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 250
 JA1669'IN SOUTH BROWNSTOWN, GO WEST ON HIGHWAY 50 FOR ONE BLOCK, THEN
 JA1669'TURN LEFT ON A GRAVEL SIDE ROAD AND GO SOUTHERLY FOR 3.5 MILES TO
 JA1669'SKYLINE LOOKOUT TOWER AND STATION ON LEFT.
 JA1669
 JA1669                          STATION RECOVERY (1947)
 JA1669
 JA1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1669'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.E. IN 1946. ALL MARKS
 JA1669'WERE FOUND IN GOOD CONDITION, EXCEPT THE OLD STONE REFERENCE
 JA1669'POST WHICH WAS FOUND UPROOTED. SURFACE, REFERENCE, AND AZIMUTH MARKS
 JA1669'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JA1669'THE UNDERGROUND STATION MARK IS AN EARTHENWARE
 JA1669'PYRAMID ABOUT 6 INCHES SQUARE. IT IS ABOUT 3 FEET UNDERGROUND AND
 JA1669'BEARS THE RAISED LETTERS U.S.C.S. THE 1946 DESCRIPTION IS STILL
 JA1669'ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 JA1669'
 JA1669'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF BROWNSTOWN, ON THE
 JA1669'HIGHEST HILL IN THE VICINITY, ABOUT 200 FEET W. OF AN APPLE
 JA1669'ORCHARD, 50.88 FEET WEST OF THE CENTER OF THE SKYLINE LOOKOUT TOWER,
 JA1669'AND 33 FEET NORTH OF THE LANE WHICH LEADS TO THE TOWER. THE
 JA1669'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED MILLER 1889 1946.
 JA1669'
 JA1669'REFERENCE MARK NO. 4 IS 96.10 FEET SOUTH OF THE STATION AND 84 FEET
 JA1669'SOUTH-SOUTHEAST OF THE LOOKOUT TOWER. THE MARK PROJECTS 4
 JA1669'INCHES, AND THE DISK IS STAMPED MILLER NO 4 1946.
 JA1669'
 JA1669'REFERENCE MARK NO. 5 IS 98.65 FEET EAST OF THE STATION AND 41 FEET
 JA1669'NORTHEAST OF THE LOOKOUT TOWER. THE MARK PROJECTS 4 IMCHES, AND
 JA1669'THE DISK IS STAMPED MILLER NO 5 1946.
 JA1669'
 JA1669'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION VIA THE ROAD, 19
 JA1669'FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 3
 JA1669'FEET SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 JA1669'DISK IS STAMPED MILLER 1946.
 JA1669'
 JA1669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JA1669'HIGHWAY 250 IN SOUTH BROWNSTOWN, GO WEST ON U.S.  50 FOR 0.1 MILE
 JA1669'TO A SIDE ROAD ON THE LEFT. TURN LEFT, SOUTHERLY, AND GO ON THE MAIN
 JA1669'GRAVEL ROAD FOR 3.5 MILES TO THE SKYLINE LOOKOUT TOWER AND
 JA1669'STATION ON THE LEFT.
 JA1669'
 JA1669'HEIGHT OF INSTRUMENT ABOVE STATION MARK 34 METERS.
 JA1669
 JA1669                          STATION RECOVERY (1967)
 JA1669
 JA1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1669'THE STATION MARK, REFERENCE MARKS 4 AND 5 ALONG WITH THE AZIMUTH
 JA1669'MARK WERE RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION AND FOUND
 JA1669'IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION IS GOOD
 JA1669'WITH THE BELOW CHANGES.
 JA1669'
 JA1669'THE AZIMUTH MARK IS 69 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JA1669'ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 JA1669'
 JA1669'IN THE TO REACH THE ROAD MENTIONED LEADING TO THE STATION IS S
 JA1669'POPLAR STREET AND IS PAVED AT THIS TIME.
 JA1669'
 JA1669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 JA1669'SOUTH OF BROWNSTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2480 ***********************************************************************
 ME2480  DESIGNATION -  MILLERS USLS 1874
 ME2480  PID         -  ME2480
 ME2480  STATE/COUNTY-  IN/LAKE
 ME2480  COUNTRY     -  US
 ME2480  USGS QUAD   -  PORTAGE (2019)
 ME2480
 ME2480                         *CURRENT SURVEY CONTROL
 ME2480  ______________________________________________________________________
 ME2480* NAD 83(1997) POSITION- 41 36 55.41536(N) 087 14 18.15616(W)   ADJUSTED
 ME2480* NAVD 88 ORTHO HEIGHT -   216.0   (meters)      709.    (feet) VERTCON3
 ME2480  ______________________________________________________________________
 ME2480  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 ME2480  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 ME2480  HORZ ORDER      -  FIRST
 ME2480
 ME2480.The horizontal coordinates were established by classical geodetic methods
 ME2480.and adjusted by the National Geodetic Survey in May 1999.
 ME2480
 ME2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2480
 ME2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2480.GEOID18 height accuracy estimate available here.
 ME2480
 ME2480.Click photographs - Photos may exist for this station.
 ME2480
 ME2480.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2480
 ME2480. The following values were computed from the NAD 83(1997) position.
 ME2480
 ME2480;                    North         East     Units Scale Factor Converg.
 ME2480;SPC IN W     -   706,913.008   887,077.907   MT  0.99996872   -0 06 10.7
 ME2480;SPC IN W     - 2,319,263.76  2,910,354.77   sFT  0.99996872   -0 06 10.7
 ME2480;UTM  16      - 4,607,102.640   480,139.770   MT  0.99960485   -0 09 29.9
 ME2480
 ME2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2480!SPC IN W     -   0.99997140  x   0.99996872  =   0.99994012
 ME2480!UTM  16      -   0.99997140  x   0.99960485  =   0.99957626
 ME2480
 ME2480:                Primary Azimuth Mark                     Grid Az
 ME2480:SPC IN W     -  MILITARY ACAD USLS 1874                  282 57 43.8
 ME2480:UTM  16      -  MILITARY ACAD USLS 1874                  283 01 03.0
 ME2480
 ME2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8013907102(NAD 83)
 ME2480
 ME2480|---------------------------------------------------------------------|
 ME2480| PID    Reference Object                     Distance      Geod. Az  |
 ME2480|                                                           dddmmss.s |
 ME2480| ME2954 MILITARY ACAD USLS 1874             APPROX.37.3 KM 2825133.1 |
 ME2480|---------------------------------------------------------------------|
 ME2480
 ME2480                          SUPERSEDED SURVEY CONTROL
 ME2480
 ME2480  NAD 83(1994)-  41 36 55.42017(N)    087 14 18.16140(W) AD(       ) 1
 ME2480  NAD 83(1986)-  41 36 55.41962(N)    087 14 18.15852(W) AD(       ) 1
 ME2480  NAD 27      -  41 36 55.28100(N)    087 14 18.04400(W) AD(       ) 1
 ME2480  USSD        -  41 36 55.38000(N)    087 14 17.88300(W) AD(       ) 3
 ME2480  NGVD 29 (07/19/86)  216.1    (m)          709.     (f) VERT ANG       
 ME2480
 ME2480.Superseded values are not recommended for survey control.
 ME2480
 ME2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2480.See file dsdata.pdf to determine how the superseded data were derived.
 ME2480
 ME2480_MARKER: V = STONE MONUMENT
 ME2480_SETTING: 0 = UNSPECIFIED SETTING
 ME2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2480
 ME2480  HISTORY     - Date     Condition        Report By
 ME2480  HISTORY     - 1874     MONUMENTED       USLS
 ME2480  HISTORY     - 1946     MARK NOT FOUND   CGS
 ME2480
 ME2480                          STATION DESCRIPTION
 ME2480
 ME2480'DESCRIBED BY US LAKE SURVEY 1874
 ME2480'THIS STATION IS SITUATED
 ME2480'ON A SAND DUNE IN
 ME2480'SECTION 33, TOWNSHIP 37 NORTH, RANGE 7 WEST, LAKE COUNTY.
 ME2480'INDIANA, ABOUT 2 MILES NORTHEAST OF
 ME2480'MILLERS STATION ON THE LAKE SHORE AND
 ME2480'MICHIGAN SOUTHERN RAILWAY.  THE HEIGHT OF STATION USED
 ME2480'WAS 73 FEET.  THE
 ME2480'GEODETIC POINT IS MARKED BY A STONE POST OF THE USUAL FROM, SET SO
 ME2480'THAT ITS UPPER END
 ME2480'IS ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.  THREE
 ME2480'STONE REFERENCE POSTS ARE SET AS
 ME2480'FOLLOWS- ONE NORTH 3.77 METERS, ONE SOUTH
 ME2480'3.74 METERS, AND ONE WEST 4.9 METERS FROM THE
 ME2480'GEODETIC POINT, THE BEARINGS
 ME2480'BEING MAGNETIC.  THE HEIGHT OF GROUND AT THE STATION ABOVE LAKE
 ME2480'MICHIGAN IS 128 FEET.
 ME2480
 ME2480                          STATION RECOVERY (1946)
 ME2480
 ME2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 ME2480'THIS STATION WAS SEARCH FOR BUT WAS UNABLE TO RECOVER SAME, DUE TO
 ME2480'THE SHIFTING OF THESE DUNES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2094 ***********************************************************************
 LA2094  DESIGNATION -  MILLGROVE
 LA2094  PID         -  LA2094
 LA2094  STATE/COUNTY-  IN/BLACKFORD
 LA2094  COUNTRY     -  US
 LA2094  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA2094
 LA2094                         *CURRENT SURVEY CONTROL
 LA2094  ______________________________________________________________________
 LA2094* NAD 83(1997) POSITION- 40 24 14.52304(N) 085 16 34.93067(W)   ADJUSTED
 LA2094* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 LA2094  ______________________________________________________________________
 LA2094  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA2094  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 LA2094  HORZ ORDER      -  THIRD
 LA2094
 LA2094.The horizontal coordinates were established by classical geodetic methods
 LA2094.and adjusted by the National Geodetic Survey in May 1999.
 LA2094
 LA2094.The orthometric height was scaled from a topographic map.
 LA2094
 LA2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2094.GEOID18 height accuracy estimate available here.
 LA2094
 LA2094.Click photographs - Photos may exist for this station.
 LA2094
 LA2094.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2094
 LA2094. The following values were computed from the NAD 83(1997) position.
 LA2094
 LA2094;                    North         East     Units Scale Factor Converg.
 LA2094;SPC IN E     -   572,452.640   133,130.642   MT  0.99998017   +0 15 10.7
 LA2094;SPC IN E     - 1,878,121.70    436,779.45   sFT  0.99998017   +0 15 10.7
 LA2094;UTM  16      - 4,474,028.840   646,261.329   MT  0.99986333   +1 07 02.7
 LA2094
 LA2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2094!SPC IN E     -   0.99996033  x   0.99998017  =   0.99994050
 LA2094!UTM  16      -   0.99996033  x   0.99986333  =   0.99982366
 LA2094
 LA2094:                Primary Azimuth Mark                     Grid Az
 LA2094:SPC IN E     -  MILLGROVE AZ MK                          182 02 16.0
 LA2094:UTM  16      -  MILLGROVE AZ MK                          181 10 24.0
 LA2094
 LA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4626174028(NAD 83)
 LA2094
 LA2094|---------------------------------------------------------------------|
 LA2094| PID    Reference Object                     Distance      Geod. Az  |
 LA2094|                                                           dddmmss.s |
 LA2094| CC8957 MILLGROVE RM 1                       23.543 METERS 11138     |
 LA2094| CC8956 MILLGROVE AZ MK                                    1821726.7 |
 LA2094| CC8958 MILLGROVE RM 2                       25.149 METERS 33950     |
 LA2094|---------------------------------------------------------------------|
 LA2094
 LA2094                          SUPERSEDED SURVEY CONTROL
 LA2094
 LA2094  NAD 83(1995)-  40 24 14.52594(N)    085 16 34.94046(W) AD(       ) 3
 LA2094  NAD 83(1986)-  40 24 14.52561(N)    085 16 34.94423(W) AD(       ) 3
 LA2094  NAD 27      -  40 24 14.38460(N)    085 16 35.07880(W) AD(       ) 3
 LA2094
 LA2094.Superseded values are not recommended for survey control.
 LA2094
 LA2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2094.See file dsdata.pdf to determine how the superseded data were derived.
 LA2094
 LA2094_MARKER: DS = TRIANGULATION STATION DISK
 LA2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2094_STAMPING: MILLGROVE 1955
 LA2094_MARK LOGO: CGS
 LA2094_PROJECTION: FLUSH
 LA2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2094+STABILITY: SURFACE MOTION
 LA2094
 LA2094  HISTORY     - Date     Condition        Report By
 LA2094  HISTORY     - 1955     MONUMENTED       CGS
 LA2094
 LA2094                          STATION DESCRIPTION
 LA2094
 LA2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2094'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE MILLGROVE GRADE
 LA2094'SCHOOL GROUND, ABOUT 6 MILES SOUTHEAST OF HARTFORD CITY, 4 MILES
 LA2094'NORTHWEST OF DUNKIRK, 48 FEET EAST OF THE CENTER OF A BLACKTOP ROAD
 LA2094'AND 30 FEET NORTH OF A FENCE.
 LA2094'
 LA2094'TO REACH THE STATION FROM THE COURTHOUSE IN HARTFORD CITY, GO EAST ON
 LA2094'STATE HIGHWAY 26 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY 303,
 LA2094'TURN RIGHT AND FOLLOW PAVED ROAD SOUTH FOR 3 MILES TO THE STATION ON
 LA2094'THE LEFT IN THE SMALL TOWN OF MILLGROVE.
 LA2094'
 LA2094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED ROAD
 LA2094'FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2094'
 LA2094'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2094'MILLGROVE 1955.
 LA2094'
 LA2094'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF A 4 BY 4 INCH WHITE WITNESS
 LA2094'POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 LA2094'AND THE DISK IS STAMPED MILLGROVE NO 1 1955.
 LA2094'
 LA2094'REFERENCE MARK 2 IS 106 FEET NORTH OF THE FENCE AND 19 FEET EAST OF
 LA2094'THE CENTER OF THE PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND
 LA2094'THE DISK IS STAMPED MILLGROVE NO 2 1955.
 LA2094'
 LA2094'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE PAVED ROAD, 6
 LA2094'FEET NORTH OF A TELEPHONE POLE, 4 FEET NORTH OF A 4 BY 4 INCH WHITE
 LA2094'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES,
 LA2094'AND THE DISK IS STAMPED MILLGROVE 1955.
 LA2094'
 LA2094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3340 ***********************************************************************
 JZ3340  DESIGNATION -  MILLHOUSEN ST MARYS CH CROSS
 JZ3340  PID         -  JZ3340
 JZ3340  STATE/COUNTY-  IN/DECATUR
 JZ3340  COUNTRY     -  US
 JZ3340  USGS QUAD   -  MILLHOUSEN (2019)
 JZ3340
 JZ3340                         *CURRENT SURVEY CONTROL
 JZ3340  ______________________________________________________________________
 JZ3340* NAD 83(1997) POSITION- 39 12 39.24688(N) 085 26 16.98030(W)   ADJUSTED
 JZ3340  ______________________________________________________________________
 JZ3340  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 JZ3340  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 JZ3340  HORZ ORDER      -  THIRD
 JZ3340
 JZ3340.The horizontal coordinates were established by classical geodetic methods
 JZ3340.and adjusted by the National Geodetic Survey in May 1999.
 JZ3340
 JZ3340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3340.GEOID18 height accuracy estimate available here.
 JZ3340
 JZ3340.Click photographs - Photos may exist for this station.
 JZ3340
 JZ3340.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3340
 JZ3340. The following values were computed from the NAD 83(1997) position.
 JZ3340
 JZ3340;                    North         East     Units Scale Factor Converg.
 JZ3340;SPC IN E     -   439,934.216   119,744.658   MT  0.99997146   +0 08 40.3
 JZ3340;SPC IN E     - 1,443,350.84    392,862.27   sFT  0.99997146   +0 08 40.3
 JZ3340;UTM  16      - 4,341,343.198   634,852.935   MT  0.99982391   +0 59 15.3
 JZ3340
 JZ3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3485241343(NAD 83)
 JZ3340
 JZ3340                          SUPERSEDED SURVEY CONTROL
 JZ3340
 JZ3340  NAD 83(1995)-  39 12 39.24804(N)    085 26 16.97569(W) AD(       ) 3
 JZ3340  NAD 83(1993)-  39 12 39.24921(N)    085 26 16.97827(W) AD(       ) 3
 JZ3340  NAD 83(1986)-  39 12 39.24875(N)    085 26 16.97976(W) AD(       ) 3
 JZ3340  NAD 27      -  39 12 39.06800(N)    085 26 17.09600(W) AD(       ) 3
 JZ3340
 JZ3340.Superseded values are not recommended for survey control.
 JZ3340
 JZ3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3340.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3340
 JZ3340_MARKER: 91 = CHURCH CROSS
 JZ3340
 JZ3340  HISTORY     - Date     Condition        Report By
 JZ3340  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3340  HISTORY     - 1948     GOOD             CGS
 JZ3340
 JZ3340                          STATION DESCRIPTION
 JZ3340
 JZ3340'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3340'SPIRE ON ST. MARYS CHURCH, LOCATED NEAR THE SOUTHWEST EDGE OF THE
 JZ3340'VILLAGE OF MILLHOUSEN. THE CHURCH WAS ERECTED IN 1867 AND THE
 JZ3340'SPIRE IS FAIRLY PROMINENT. ITS TOWER OF RED BRICK IS ABOUT 100 FEET
 JZ3340'HIGH AND HAS A CLOCK DIAL ON EACH OF ITS SIDES. ON THIS THERE IS A
 JZ3340'TALL SPIRE COVERED WITH GRAY-SLATE SHINGLES AND HAS A LARGE CROSS AT
 JZ3340'ITS APEX. THE SPIRE IS ABOUT 35 FEET HIGH, THE TOTAL HEIGHT
 JZ3340'IS ABOUT 135 FEET.
 JZ3340
 JZ3340                          STATION RECOVERY (1948)
 JZ3340
 JZ3340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3340'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2160 ***********************************************************************
 LB2160  DESIGNATION -  MILLS
 LB2160  PID         -  LB2160
 LB2160  STATE/COUNTY-  IN/WHITE
 LB2160  COUNTRY     -  US
 LB2160  USGS QUAD   -  ROUND GROVE (2019)
 LB2160
 LB2160                         *CURRENT SURVEY CONTROL
 LB2160  ______________________________________________________________________
 LB2160* NAD 83(1997) POSITION- 40 34 38.45547(N) 087 02 58.62465(W)   ADJUSTED
 LB2160* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 LB2160  ______________________________________________________________________
 LB2160  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 LB2160  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 LB2160  HORZ ORDER      -  SECOND
 LB2160
 LB2160.The horizontal coordinates were established by classical geodetic methods
 LB2160.and adjusted by the National Geodetic Survey in May 1999.
 LB2160
 LB2160.The orthometric height was scaled from a topographic map.
 LB2160
 LB2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2160.GEOID18 height accuracy estimate available here.
 LB2160
 LB2160.Click photographs - Photos may exist for this station.
 LB2160
 LB2160.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2160
 LB2160. The following values were computed from the NAD 83(1997) position.
 LB2160
 LB2160;                    North         East     Units Scale Factor Converg.
 LB2160;SPC IN W     -   591,624.958   902,854.597   MT  0.99996677   +0 01 19.0
 LB2160;SPC IN W     - 1,941,022.88  2,962,115.46   sFT  0.99996677   +0 01 19.0
 LB2160;UTM  16      - 4,491,841.670   495,800.512   MT  0.99960022   -0 01 56.2
 LB2160
 LB2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2160!SPC IN W     -   0.99996905  x   0.99996677  =   0.99993582
 LB2160!UTM  16      -   0.99996905  x   0.99960022  =   0.99956928
 LB2160
 LB2160:                Primary Azimuth Mark                     Grid Az
 LB2160:SPC IN W     -  MILLS AZ MK                              270 05 48.5
 LB2160:UTM  16      -  MILLS AZ MK                              270 09 03.7
 LB2160
 LB2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9580091841(NAD 83)
 LB2160
 LB2160|---------------------------------------------------------------------|
 LB2160| PID    Reference Object                     Distance      Geod. Az  |
 LB2160|                                                           dddmmss.s |
 LB2160| CM3170 MILLS RM 1                           22.383 METERS 05839     |
 LB2160| CM3169 MILLS AZ MK                                        2700707.5 |
 LB2160| CM3171 MILLS RM 2                           32.723 METERS 28817     |
 LB2160|---------------------------------------------------------------------|
 LB2160
 LB2160                          SUPERSEDED SURVEY CONTROL
 LB2160
 LB2160  NAD 83(1986)-  40 34 38.46246(N)    087 02 58.63527(W) AD(       ) 2
 LB2160  NAD 27      -  40 34 38.33380(N)    087 02 58.58000(W) AD(       ) 2
 LB2160
 LB2160.Superseded values are not recommended for survey control.
 LB2160
 LB2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2160.See file dsdata.pdf to determine how the superseded data were derived.
 LB2160
 LB2160_MARKER: DS = TRIANGULATION STATION DISK
 LB2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2160_STAMPING: MILLS 1955
 LB2160_MARK LOGO: CGS
 LB2160_PROJECTION: FLUSH
 LB2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2160+STABILITY: SURFACE MOTION
 LB2160
 LB2160  HISTORY     - Date     Condition        Report By
 LB2160  HISTORY     - 1955     MONUMENTED       CGS
 LB2160  HISTORY     - 1958     GOOD             CGS
 LB2160
 LB2160                          STATION DESCRIPTION
 LB2160
 LB2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2160'STATION IS LOCATED ON THE PROPERTY OF ELDA E. MILLS ALONG THE SOUTH
 LB2160'SIDE OF A GRAVEL ROAD ABOUT 14-1/2 MILES EAST OF FOWLER AND ABOUT
 LB2160'12 MILES SOUTH OF WOLCOTT.  IT IS 20 FEET SOUTH OF THE CENTER OF
 LB2160'THE GRAVEL ROAD, 13 FEET EAST OF A BLACK WALNUT TREE, 6 FEET WEST
 LB2160'OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE AND WHITE WITNESS
 LB2160'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MILLS 1955.
 LB2160'
 LB2160'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 LB2160'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LB2160'DISK IS STAMPED MILLS NO 1 1955.
 LB2160'
 LB2160'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF THE CENTER OF THE ROAD AND
 LB2160'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LB2160'DISK IS STAMPED MILLS NO 2 1955.
 LB2160'
 LB2160'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 2
 LB2160'FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET EAST OF A WHITE WITNESS
 LB2160'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4
 LB2160'INCHES AND THE DISK IS STAMPED MILLS 1955.
 LB2160'
 LB2160'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 231 AND STATE
 LB2160'HIGHWAY 18 ABOUT 10 MILES SOUTH OF WOLCOTT, GO SOUTH ON HIGHWAY 231
 LB2160'FOR 2.0 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON
 LB2160'GRAVEL ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2160'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 LB2160'ON THE RIGHT AS DESCRIBED.
 LB2160'
 LB2160'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2160
 LB2160                          STATION RECOVERY (1958)
 LB2160
 LB2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2160'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LB2160'DESCRIPTION ADEQUATE AND CORRECT.  STATION NOT OCCUPIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2408 ***********************************************************************
 LB2408  DESIGNATION -  MILLS
 LB2408  PID         -  LB2408
 LB2408  STATE/COUNTY-  IN/CARROLL
 LB2408  COUNTRY     -  US
 LB2408  USGS QUAD   -  DEER CREEK (2019)
 LB2408
 LB2408                         *CURRENT SURVEY CONTROL
 LB2408  ______________________________________________________________________
 LB2408* NAD 83(1997) POSITION- 40 32 15.49159(N) 086 28 05.40358(W)   ADJUSTED
 LB2408* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 LB2408  ______________________________________________________________________
 LB2408  GEOID HEIGHT    -        -34.224 (meters)                     GEOID18
 LB2408  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 LB2408  HORZ ORDER      -  SECOND
 LB2408
 LB2408.The horizontal coordinates were established by classical geodetic methods
 LB2408.and adjusted by the National Geodetic Survey in May 1999.
 LB2408
 LB2408.The orthometric height was scaled from a topographic map.
 LB2408
 LB2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2408.GEOID18 height accuracy estimate available here.
 LB2408
 LB2408.Click photographs - Photos may exist for this station.
 LB2408
 LB2408.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2408
 LB2408. The following values were computed from the NAD 83(1997) position.
 LB2408
 LB2408;                    North         East     Units Scale Factor Converg.
 LB2408;SPC IN W     -   587,396.546   952,115.485   MT  1.00000009   +0 23 59.4
 LB2408;SPC IN W     - 1,927,150.17  3,123,732.22   sFT  1.00000009   +0 23 59.4
 LB2408;UTM  16      - 4,487,568.258   545,039.113   MT  0.99962497   +0 20 44.4
 LB2408
 LB2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2408!SPC IN W     -   0.99997041  x   1.00000009  =   0.99997050
 LB2408!UTM  16      -   0.99997041  x   0.99962497  =   0.99959539
 LB2408
 LB2408:                Primary Azimuth Mark                     Grid Az
 LB2408:SPC IN W     -  MILLS AZ MK                              359 07 10.8
 LB2408:UTM  16      -  MILLS AZ MK                              359 10 25.8
 LB2408
 LB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4503987568(NAD 83)
 LB2408
 LB2408|---------------------------------------------------------------------|
 LB2408| PID    Reference Object                     Distance      Geod. Az  |
 LB2408|                                                           dddmmss.s |
 LB2408| CC8961 MILLS RM 1                           26.343 METERS 01148     |
 LB2408| CC8962 MILLS RM 2                           25.899 METERS 24624     |
 LB2408| CC8960 MILLS AZ MK                                        3593110.2 |
 LB2408|---------------------------------------------------------------------|
 LB2408
 LB2408                          SUPERSEDED SURVEY CONTROL
 LB2408
 LB2408  NAD 83(1986)-  40 32 15.49689(N)    086 28 05.41531(W) AD(       ) 2
 LB2408  NAD 27      -  40 32 15.36080(N)    086 28 05.40990(W) AD(       ) 2
 LB2408
 LB2408.Superseded values are not recommended for survey control.
 LB2408
 LB2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2408.See file dsdata.pdf to determine how the superseded data were derived.
 LB2408
 LB2408_MARKER: DS = TRIANGULATION STATION DISK
 LB2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2408_STAMPING: MILLS 1954
 LB2408_MARK LOGO: CGS
 LB2408_PROJECTION: FLUSH
 LB2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2408+STABILITY: SURFACE MOTION
 LB2408
 LB2408  HISTORY     - Date     Condition        Report By
 LB2408  HISTORY     - 1954     MONUMENTED       CGS
 LB2408
 LB2408                          STATION DESCRIPTION
 LB2408
 LB2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2408'STATION IS LOCATED ABOUT 3 MILES EAST OF FLORA AND IS ON PROPERTY
 LB2408'OWNED BY DR. MILLS.  IT IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER
 LB2408'OF A FRAME HOUSE, 47 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB2408'SMALL CONCRETE BLOCK BUILDING, 45 FEET WEST OF THE CENTER OF A GRAVEL
 LB2408'ROAD AND 17 FEET WEST OF A WHITE WITNESS POST AND A BOARD FENCE.
 LB2408'THE MARK IS FLUSH AND THE DISK IS STAMPED MILLS 1954.
 LB2408'
 LB2408'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF A BARN YARD
 LB2408'DRIVEWAY, 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 LB2408'WEST OF A BOARD FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2408'MILLS NO 1 1954.
 LB2408'
 LB2408'REFERENCE MARK NO. 2 IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB2408'A FRAME HOUSE AND 1 FOOT NORTH OF A BOARD FENCE.  THE MARK IS FLUSH
 LB2408'AND THE DISK IS STAMPED MILLS NO 2 1954.
 LB2408'
 LB2408'AZIMUTH MARK IS 88 FEET NORTHWEST OF THE INTERSECTION OF STATE
 LB2408'HIGHWAY 18 AND A GRAVEL CROSSROAD, 32 FEET NORTH OF THE CENTER OF
 LB2408'HIGHWAY 18, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 LB2408'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2408'MILLS 1954.
 LB2408'
 LB2408'TO REACH THE STATION FROM THE RAILROAD DEPOT AND STATE HIGHWAY 18 IN
 LB2408'FLORA, GO EAST ON HIGHWAY 18 FOR 2.9 MILES TO A GRAVEL CROSSROAD AND
 LB2408'THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT ON GRAVEL ROAD AND GO
 LB2408'SOUTH FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2408'
 LB2408'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0139 ***********************************************************************
 KA0139  DESIGNATION -  MILLS AZ
 KA0139  PID         -  KA0139
 KA0139  STATE/COUNTY-  IN/MARION
 KA0139  COUNTRY     -  US
 KA0139  USGS QUAD   -  BRIDGEPORT (2019)
 KA0139
 KA0139                         *CURRENT SURVEY CONTROL
 KA0139  ______________________________________________________________________
 KA0139* NAD 83(1986) POSITION- 39 42 31.70   (N) 086 15 01.68   (W)   HD_HELD1
 KA0139* NAVD 88 ORTHO HEIGHT -   224.889 (meters)      737.82  (feet) ADJUSTED
 KA0139  ______________________________________________________________________
 KA0139  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 KA0139  DYNAMIC HEIGHT  -        224.768 (meters)      737.43  (feet) COMP
 KA0139  MODELED GRAVITY -    980,082.1   (mgal)                       NAVD 88
 KA0139
 KA0139  VERT ORDER      -  SECOND    CLASS 0
 KA0139
 KA0139.The horizontal coordinates were determined by differentially corrected
 KA0139.hand held GPS observations or other comparable positioning techniques
 KA0139.and have an estimated accuracy of +/- 3 meters.
 KA0139
 KA0139.The orthometric height was determined by differential leveling and
 KA0139.adjusted by the NATIONAL GEODETIC SURVEY
 KA0139.in June 1991.
 KA0139
 KA0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0139.GEOID18 height accuracy estimate available here.
 KA0139
 KA0139.Click photographs - Photos may exist for this station.
 KA0139
 KA0139.The dynamic height is computed by dividing the NAVD 88
 KA0139.geopotential number by the normal gravity value computed on the
 KA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0139.degrees latitude (g = 980.6199 gals.).
 KA0139
 KA0139.The modeled gravity was interpolated from observed gravity values.
 KA0139
 KA0139;                    North         East    Units  Estimated Accuracy
 KA0139;SPC IN E     -   495,349.8      49,937.5     MT  (+/- 3 meters HH1 GPS) 
 KA0139
 KA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6425195706(NAD 83)
 KA0139
 KA0139                          SUPERSEDED SURVEY CONTROL
 KA0139
 KA0139  NGVD 29 (??/??/92)  225.023  (m)          738.26   (f) ADJ UNCH    2 0
 KA0139
 KA0139.Superseded values are not recommended for survey control.
 KA0139
 KA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0139.See file dsdata.pdf to determine how the superseded data were derived.
 KA0139
 KA0139_MARKER: DZ = AZIMUTH MARK DISK
 KA0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0139_STAMPING: MILLS 1939
 KA0139_MARK LOGO: CGS
 KA0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0139+STABILITY: SURFACE MOTION
 KA0139
 KA0139  HISTORY     - Date     Condition        Report By
 KA0139  HISTORY     - 1939     MONUMENTED       CGS
 KA0139  HISTORY     - 1946     GOOD             CGS
 KA0139  HISTORY     - 1954     GOOD             CGS
 KA0139
 KA0139                          STATION DESCRIPTION
 KA0139
 KA0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0139'1.5 MI NE FROM VALLEY MILLS.
 KA0139'ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 67 FROM THE CROSS
 KA0139'ROADS AT VALLEY MILLS, AND ABOUT 1.55 MILE SOUTHWEST OF THE CROSS
 KA0139'ROADS AT MARS HILL, AT THE INTERSECTION OF THE HIGHWAY AND LYNHURST
 KA0139'DRIVE, 39 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18
 KA0139'FEET SOUTHWEST OF THE CENTER LINE OF LYNHURST DRIVE, 28 FEET SOUTH
 KA0139'OF THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD TRACK, 7 FEET
 KA0139'SOUTHWEST OF A POWER LINE POLE, 1 FOOT SOUTH OF A WHITE WOODEN
 KA0139'WITNESS POST AND ABOUT LEVEL WTIH THE HIGHWAY.  A STANDARD
 KA0139'AZIMUTH-MARK DISK, STAMPED MILLS 1939 AND SET IN THE TOP OF A
 KA0139'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KA0139
 KA0139                          STATION RECOVERY (1954)
 KA0139
 KA0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KA0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0142 ***********************************************************************
 KA0142  DESIGNATION -  MILLS RM 3
 KA0142  PID         -  KA0142
 KA0142  STATE/COUNTY-  IN/MARION
 KA0142  COUNTRY     -  US
 KA0142  USGS QUAD   -  BRIDGEPORT (2019)
 KA0142
 KA0142                         *CURRENT SURVEY CONTROL
 KA0142  ______________________________________________________________________
 KA0142* NAD 83(1986) POSITION- 39 42 16.     (N) 086 15 29.     (W)   SCALED
 KA0142* NAVD 88 ORTHO HEIGHT -   231.02  (+/-2cm)      757.9   (feet) VERTCON3
 KA0142  ______________________________________________________________________
 KA0142  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 KA0142  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 KA0142
 KA0142  VERT ORDER      -  ? (See Below)
 KA0142
 KA0142.The horizontal coordinates were scaled from a map and have
 KA0142.an estimated accuracy of +/- 6 seconds.
 KA0142
 KA0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0142
 KA0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0142.GEOID18 height accuracy estimate available here.
 KA0142
 KA0142.The vertical order pertains to the NGVD 29 superseded value.
 KA0142
 KA0142.Click photographs - Photos may exist for this station.
 KA0142
 KA0142.The modeled gravity was interpolated from observed gravity values.
 KA0142
 KA0142;                    North         East    Units  Estimated Accuracy
 KA0142;SPC IN E     -   494,870.       49,280.      MT  (+/- 180 meters Scaled)
 KA0142
 KA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ636952(NAD 83)
 KA0142
 KA0142                          SUPERSEDED SURVEY CONTROL
 KA0142
 KA0142  NGVD 29 (??/??/92)  231.146  (m)          758.35   (f) ADJ UNCH       
 KA0142
 KA0142.Superseded values are not recommended for survey control.
 KA0142
 KA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0142.See file dsdata.pdf to determine how the superseded data were derived.
 KA0142
 KA0142_MARKER: DR = REFERENCE MARK DISK
 KA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0142_STAMPING: MILLS NO 3 1939
 KA0142_MARK LOGO: CGS
 KA0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0142+STABILITY: SURFACE MOTION
 KA0142
 KA0142  HISTORY     - Date     Condition        Report By
 KA0142  HISTORY     - 1952     MONUMENTED       CGS
 KA0142  HISTORY     - 1965     GOOD             CGS
 KA0142  HISTORY     - 1983     SEE DESCRIPTION  NGS
 KA0142
 KA0142                          STATION DESCRIPTION
 KA0142
 KA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 KA0142'1 MI NE FROM VALLEY MILLS.
 KA0142'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 67 FROM THE CROSSROADS
 KA0142'AT VALLEY MILLS, MARION COUNTY, 0.15 MILE SOUTHWEST OF THE
 KA0142'INTERSECTION OF HANNA AVENUE, 80 FEET NORTHWEST OF THE CENTER LINE
 KA0142'OF THE HIGHWAY, 16 FEET NORTHWEST OF THE NORTH RAIL OF THE
 KA0142'PENNSYLVANIA RAILROAD, 4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 KA0142'POST, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD REFERENCE-MARK DISK,
 KA0142'STAMPED MILLS NO 3 1939 AND SET IN THE TOP OF A CONCRETE POST
 KA0142'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 KA0142
 KA0142                          STATION RECOVERY (1965)
 KA0142
 KA0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KA0142'RECOVERED IN GOOD CONDITION.
 KA0142
 KA0142                          STATION RECOVERY (1983)
 KA0142
 KA0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KA0142'THIS MARK IS SLOWLY BEING DISTRUBED BY A TREE RIGHT NEXT TO MARK. IT
 KA0142'PRESENTLY LEANING TOWARD THE NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0141 ***********************************************************************
 KA0141  DESIGNATION -  MILLS RM 4
 KA0141  PID         -  KA0141
 KA0141  STATE/COUNTY-  IN/MARION
 KA0141  COUNTRY     -  US
 KA0141  USGS QUAD   -  BRIDGEPORT (2019)
 KA0141
 KA0141                         *CURRENT SURVEY CONTROL
 KA0141  ______________________________________________________________________
 KA0141* NAD 83(1986) POSITION- 39 42 16.     (N) 086 15 29.     (W)   SCALED
 KA0141* NAVD 88 ORTHO HEIGHT -   230.71  (+/-2cm)      756.9   (feet) VERTCON3
 KA0141  ______________________________________________________________________
 KA0141  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 KA0141  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 KA0141
 KA0141  VERT ORDER      -  ? (See Below)
 KA0141
 KA0141.The horizontal coordinates were scaled from a map and have
 KA0141.an estimated accuracy of +/- 6 seconds.
 KA0141
 KA0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0141
 KA0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0141.GEOID18 height accuracy estimate available here.
 KA0141
 KA0141.The vertical order pertains to the NGVD 29 superseded value.
 KA0141
 KA0141.Click photographs - Photos may exist for this station.
 KA0141
 KA0141.The modeled gravity was interpolated from observed gravity values.
 KA0141
 KA0141;                    North         East    Units  Estimated Accuracy
 KA0141;SPC IN E     -   494,870.       49,280.      MT  (+/- 180 meters Scaled)
 KA0141
 KA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ636952(NAD 83)
 KA0141
 KA0141                          SUPERSEDED SURVEY CONTROL
 KA0141
 KA0141  NGVD 29 (??/??/92)  230.839  (m)          757.34   (f) ADJ UNCH       
 KA0141
 KA0141.Superseded values are not recommended for survey control.
 KA0141
 KA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0141.See file dsdata.pdf to determine how the superseded data were derived.
 KA0141
 KA0141_MARKER: DR = REFERENCE MARK DISK
 KA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0141_STAMPING: MILLS NO 4 1939
 KA0141_MARK LOGO: CGS
 KA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0141+STABILITY: SURFACE MOTION
 KA0141
 KA0141  HISTORY     - Date     Condition        Report By
 KA0141  HISTORY     - 1952     MONUMENTED       CGS
 KA0141  HISTORY     - 1965     GOOD             CGS
 KA0141
 KA0141                          STATION DESCRIPTION
 KA0141
 KA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 KA0141'1 MI NE FROM VALLEY MILLS.
 KA0141'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 67 FROM THE CROSSROADS
 KA0141'AT VALLEY MILLS, MARION COUNTY, 0.15 MILE SOUTHWEST OF THE
 KA0141'INTERSECTION OF HANNA AVENUE, 47 FEET NORTHWEST OF THE CENTER LINE
 KA0141'OF THE HIGHWAY, 11 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 KA0141'PENNSYLVANIA RAILROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 KA0141'MILLS NO. 4 1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0141'ABOUT 4 INCHES ABOVE GROUND.
 KA0141
 KA0141                          STATION RECOVERY (1965)
 KA0141
 KA0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KA0141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1783 ***********************************************************************
 JA1783  DESIGNATION -  MILLTOWN
 JA1783  PID         -  JA1783
 JA1783  STATE/COUNTY-  IN/HARRISON
 JA1783  COUNTRY     -  US
 JA1783  USGS QUAD   -  MILLTOWN (2019)
 JA1783
 JA1783                         *CURRENT SURVEY CONTROL
 JA1783  ______________________________________________________________________
 JA1783* NAD 83(1997) POSITION- 38 21 07.30591(N) 086 16 29.41065(W)   ADJUSTED
 JA1783* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 JA1783  ______________________________________________________________________
 JA1783  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 JA1783  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JA1783  HORZ ORDER      -  SECOND
 JA1783
 JA1783.The horizontal coordinates were established by classical geodetic methods
 JA1783.and adjusted by the National Geodetic Survey in May 1999.
 JA1783
 JA1783.The orthometric height was scaled from a topographic map.
 JA1783
 JA1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1783.GEOID18 height accuracy estimate available here.
 JA1783
 JA1783.Click photographs - Photos may exist for this station.
 JA1783
 JA1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1783
 JA1783. The following values were computed from the NAD 83(1997) position.
 JA1783
 JA1783;                    North         East     Units Scale Factor Converg.
 JA1783;SPC IN E     -   344,742.986    46,840.863   MT  1.00000145   -0 22 38.5
 JA1783;SPC IN E     - 1,131,044.28    153,677.06   sFT  1.00000145   -0 22 38.5
 JA1783;UTM  16      - 4,245,123.396   563,362.278   MT  0.99964944   +0 26 59.9
 JA1783
 JA1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1783!SPC IN E     -   0.99996823  x   1.00000145  =   0.99996968
 JA1783!UTM  16      -   0.99996823  x   0.99964944  =   0.99961769
 JA1783
 JA1783:                Primary Azimuth Mark                     Grid Az
 JA1783:SPC IN E     -  MILLTOWN AZ MK                           306 57 00.6
 JA1783:UTM  16      -  MILLTOWN AZ MK                           306 07 22.2
 JA1783
 JA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6336245123(NAD 83)
 JA1783
 JA1783|---------------------------------------------------------------------|
 JA1783| PID    Reference Object                     Distance      Geod. Az  |
 JA1783|                                                           dddmmss.s |
 JA1783| CG9003 MILLTOWN RM 2                        29.230 METERS 04936     |
 JA1783| CG9002 MILLTOWN RM 1                        26.073 METERS 18017     |
 JA1783| JA1780 MILLTOWN AZ MK                      APPROX. 0.8 KM 3063422.1 |
 JA1783|---------------------------------------------------------------------|
 JA1783
 JA1783                          SUPERSEDED SURVEY CONTROL
 JA1783
 JA1783  NAD 83(1993)-  38 21 07.30836(N)    086 16 29.41299(W) AD(       ) 2
 JA1783  NAD 83(1986)-  38 21 07.31111(N)    086 16 29.41597(W) AD(       ) 2
 JA1783  NAD 27      -  38 21 07.08800(N)    086 16 29.49300(W) AD(       ) 2
 JA1783
 JA1783.Superseded values are not recommended for survey control.
 JA1783
 JA1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1783.See file dsdata.pdf to determine how the superseded data were derived.
 JA1783
 JA1783_MARKER: DS = TRIANGULATION STATION DISK
 JA1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1783_STAMPING: MILLTOWN 1946
 JA1783_MARK LOGO: CGS
 JA1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1783+STABILITY: SURFACE MOTION
 JA1783
 JA1783  HISTORY     - Date     Condition        Report By
 JA1783  HISTORY     - 1946     MONUMENTED       CGS
 JA1783
 JA1783                          STATION DESCRIPTION
 JA1783
 JA1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1783'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF THE VILLAGE, 0.5 MILE
 JA1783'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 64 AND 66.  IT IS
 JA1783'LOCATED ON THE SUMMIT OF A PROMINENT TIMBERED HILL THAT HAS LARGE
 JA1783'ROCK QUARRIES AT THE SOUTH AND WEST SIDES.  THE MARK PROJECTS
 JA1783'5 INCHES AND THE DISK IS STAMPED MILLTOWN 1946.
 JA1783'
 JA1783'REFERENCE MARK NO. 1 IS 85.54 FEET SOUTH OF STATION.  IT IS ABOUT 2
 JA1783'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 4
 JA1783'INCHES AND THE DISK IS STAMPED MILLTOWN NO 1 1946.
 JA1783'
 JA1783'REFERENCE MARK NO. 2 IS 95.90 FEET NORTHEAST OF THE STATION, AND
 JA1783'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 JA1783'PROJECTS 5 INCHES AND THE DISK IS STAMPED MILLTOWN NO 2 1946.
 JA1783'
 JA1783'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 158.6 FEET NORTH OF THE
 JA1783'INTERSECTION OF STATE HIGHWAYS 64 AND 66, 76 FEET WEST OF THE
 JA1783'CENTERLINE OF STATE HIGHWAY 66, 48.6 FEET EAST OF THE CENTERLINE OF
 JA1783'STATE HIGHWAY 66, 6 FEET NORTH OF A WITNESS POST, AND 33 FEET
 JA1783'NORTH OF A LONE 10-INCH CEDAR TREE.  THE MARK PROJECTS 8 INCHES
 JA1783'AND THE DISK IS STAMPED MILLTOWN 1946.
 JA1783'
 JA1783'TO REACH THE STATION FROM THE MILLTOWN POST OFFICE, GO SOUTH FOR 0.3
 JA1783'MILE AND CROSS RAILROAD TRACKS, THENCE TURN LEFT AND KEEP ALL LEFT
 JA1783'FORKS FOR 0.6 MILE TO THE ENTRANCE GATE TO A ROCK QUARRY.  HERE
 JA1783'TURN SHARP RIGHT ON A WOODS ROAD AND GO NORTHEAST UP HILL FOR 0.15
 JA1783'MILE TO WHERE THE MAIN ROAD STARTS DOWN HILL, THENCE TURN LEFT ON
 JA1783'TRACK ROAD AND GO 0.15 MILE TO THE SUMMIT OF THE HILL AND STATION
 JA1783'AS DESCRIBED.
 JA1783'
 JA1783'TO REACH THE AZIMUTH MARK FROM THE MILLTOWN POST OFFICE, GO NORTH
 JA1783'AND WEST ON STATE HIGHWAY 66 FOR 1.2 MILES TO THE JUNCTION OF STATE
 JA1783'HIGHWAY 64 AND THE MARK AS DESCRIBED.
 JA1783'
 JA1783'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1780 ***********************************************************************
 JA1780  DESIGNATION -  MILLTOWN AZ MK
 JA1780  PID         -  JA1780
 JA1780  STATE/COUNTY-  IN/CRAWFORD
 JA1780  COUNTRY     -  US
 JA1780  USGS QUAD   -  MILLTOWN (2019)
 JA1780
 JA1780                         *CURRENT SURVEY CONTROL
 JA1780  ______________________________________________________________________
 JA1780* NAD 83(1997) POSITION- 38 21 23.38319(N) 086 16 56.93205(W)   ADJUSTED
 JA1780* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 JA1780  ______________________________________________________________________
 JA1780  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 JA1780  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 JA1780  HORZ ORDER      -  THIRD
 JA1780
 JA1780.The horizontal coordinates were established by classical geodetic methods
 JA1780.and adjusted by the National Geodetic Survey in May 1999.
 JA1780
 JA1780.The orthometric height was scaled from a topographic map.
 JA1780
 JA1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1780.GEOID18 height accuracy estimate available here.
 JA1780
 JA1780.Click photographs - Photos may exist for this station.
 JA1780
 JA1780.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1780
 JA1780. The following values were computed from the NAD 83(1997) position.
 JA1780
 JA1780;                    North         East     Units Scale Factor Converg.
 JA1780;SPC IN W     -   345,367.218   969,997.139   MT  1.00002698   +0 29 49.2
 JA1780;SPC IN W     - 1,133,092.28  3,182,398.95   sFT  1.00002698   +0 29 49.2
 JA1780;UTM  16      - 4,245,613.719   562,690.440   MT  0.99964840   +0 26 43.0
 JA1780
 JA1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1780!SPC IN W     -   0.99997530  x   1.00002698  =   1.00000228
 JA1780!UTM  16      -   0.99997530  x   0.99964840  =   0.99962370
 JA1780
 JA1780:                Primary Azimuth Mark                     Grid Az
 JA1780:SPC IN W     -  MILLTOWN                                 126 04 15.8
 JA1780:UTM  16      -  MILLTOWN                                 126 07 22.0
 JA1780
 JA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6269045613(NAD 83)
 JA1780
 JA1780|---------------------------------------------------------------------|
 JA1780| PID    Reference Object                     Distance      Geod. Az  |
 JA1780|                                                           dddmmss.s |
 JA1780| JA1784 MILLTOWN 1946 AZ MK TEMP            400.625 METERS 0133627.2 |
 JA1780| JA1783 MILLTOWN                            APPROX. 0.8 KM 1263405.0 |
 JA1780|---------------------------------------------------------------------|
 JA1780
 JA1780                          SUPERSEDED SURVEY CONTROL
 JA1780
 JA1780  NAD 83(1993)-  38 21 23.38570(N)    086 16 56.93434(W) AD(       ) 3
 JA1780  NAD 83(1986)-  38 21 23.38833(N)    086 16 56.93719(W) AD(       ) 3
 JA1780  NAD 27      -  38 21 23.16600(N)    086 16 57.01300(W) AD(       ) 3
 JA1780
 JA1780.Superseded values are not recommended for survey control.
 JA1780
 JA1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1780.See file dsdata.pdf to determine how the superseded data were derived.
 JA1780
 JA1780_MARKER: DZ = AZIMUTH MARK DISK
 JA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1780
 JA1780  HISTORY     - Date     Condition        Report By
 JA1780  HISTORY     - 1946     MONUMENTED       CGS
 JA1780
 JA1780                          STATION DESCRIPTION
 JA1780
 JA1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1780'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE VILLAGE OF
 JA1780'MILLTOWN, 48.341 METERS (158.6 FEET) NORTH OF THE INTERSECTION OF
 JA1780'STATE HIGHWAY 64 AND 66, 76 FEET WEST OF THE CENTERLINE OF STATE
 JA1780'HIGHWAY 66, 48.6 FEET EAST OF THE CENTERLINE OF THE CENTERLINE OF
 JA1780'STATE HIGHWAY 64, 6 FEET NORTH OF A WITNESS POST, AND 33 FEET
 JA1780'NORTH OF A LONE 10-INCH CEDAR TREE.  THE MARK PROJECTS 8 INCHES
 JA1780'AND THE DISK IS STAMPED MILLTOWN 1946.
 JA1780'
 JA1780'TO REACH THE STATION FROM THE MILLTOWN POST OFFICE, GO NORTH AND WEST
 JA1780'ON STATE HIGHWAY 66 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 JA1780'64 AND THE STATION AS DESCRIBED.
 JA1780'
 JA1780'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1782 ***********************************************************************
 JA1782  DESIGNATION -  MILLTOWN MUNICIPAL TANK
 JA1782  PID         -  JA1782
 JA1782  STATE/COUNTY-  IN/HARRISON
 JA1782  COUNTRY     -  US
 JA1782  USGS QUAD   -  MILLTOWN (2019)
 JA1782
 JA1782                         *CURRENT SURVEY CONTROL
 JA1782  ______________________________________________________________________
 JA1782* NAD 83(1997) POSITION- 38 20 35.00335(N) 086 16 36.65837(W)   ADJUSTED
 JA1782  ______________________________________________________________________
 JA1782  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 JA1782  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 JA1782  HORZ ORDER      -  THIRD
 JA1782
 JA1782.The horizontal coordinates were established by classical geodetic methods
 JA1782.and adjusted by the National Geodetic Survey in May 1999.
 JA1782
 JA1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1782.GEOID18 height accuracy estimate available here.
 JA1782
 JA1782.Click photographs - Photos may exist for this station.
 JA1782
 JA1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1782
 JA1782. The following values were computed from the NAD 83(1997) position.
 JA1782
 JA1782;                    North         East     Units Scale Factor Converg.
 JA1782;SPC IN E     -   343,748.144    46,658.305   MT  1.00000169   -0 22 42.8
 JA1782;SPC IN E     - 1,127,780.37    153,078.12   sFT  1.00000169   -0 22 42.8
 JA1782;UTM  16      - 4,244,126.373   563,194.161   MT  0.99964918   +0 26 55.1
 JA1782
 JA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6319444126(NAD 83)
 JA1782
 JA1782                          SUPERSEDED SURVEY CONTROL
 JA1782
 JA1782  NAD 83(1993)-  38 20 35.00581(N)    086 16 36.66083(W) AD(       ) 3
 JA1782  NAD 83(1986)-  38 20 35.00884(N)    086 16 36.66370(W) AD(       ) 3
 JA1782  NAD 27      -  38 20 34.79000(N)    086 16 36.74000(W) AD(       ) 3
 JA1782
 JA1782.Superseded values are not recommended for survey control.
 JA1782
 JA1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1782.See file dsdata.pdf to determine how the superseded data were derived.
 JA1782
 JA1782_MARKER: 53 = ELEVATED TANK
 JA1782
 JA1782  HISTORY     - Date     Condition        Report By
 JA1782  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1782
 JA1782                          STATION DESCRIPTION
 JA1782
 JA1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1782'THIS IS AN INTERSECTION STATION.
 JA1782'
 JA1782'THE STATION IS THE BALL ON THE TOP OF THE WATER TANK LOCATED ON A
 JA1782'HIGH HILL IN THE NORTHEASTERN EDGE OF TOWN, 25 FEET NORTH OF A
 JA1782'RESERVOIR AND 30 FEET SOUTHEAST OF A GRAVEL ROAD INTERSECTION.  THE
 JA1782'TANK IS BUILT OF STEEL AND IS ABOUT 65 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3342 ***********************************************************************
 JZ3342  DESIGNATION -  MILROY AIRPORT AWY BCN S 5
 JZ3342  PID         -  JZ3342
 JZ3342  STATE/COUNTY-  IN/RUSH
 JZ3342  COUNTRY     -  US
 JZ3342  USGS QUAD   -  CLARKSBURG (2019)
 JZ3342
 JZ3342                         *CURRENT SURVEY CONTROL
 JZ3342  ______________________________________________________________________
 JZ3342* NAD 83(1997) POSITION- 39 28 04.79171(N) 085 22 01.28117(W)   ADJUSTED
 JZ3342  ______________________________________________________________________
 JZ3342  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ3342  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 JZ3342  HORZ ORDER      -  THIRD
 JZ3342
 JZ3342.The horizontal coordinates were established by classical geodetic methods
 JZ3342.and adjusted by the National Geodetic Survey in May 1999.
 JZ3342
 JZ3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3342.GEOID18 height accuracy estimate available here.
 JZ3342
 JZ3342.Click photographs - Photos may exist for this station.
 JZ3342
 JZ3342.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3342
 JZ3342. The following values were computed from the NAD 83(1997) position.
 JZ3342
 JZ3342;                    North         East     Units Scale Factor Converg.
 JZ3342;SPC IN E     -   468,494.499   125,784.394   MT  0.99997485   +0 11 25.7
 JZ3342;SPC IN E     - 1,537,052.37    412,677.63   sFT  0.99997485   +0 11 25.7
 JZ3342;UTM  16      - 4,369,985.481   640,469.849   MT  0.99984294   +1 02 17.4
 JZ3342
 JZ3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4046969985(NAD 83)
 JZ3342
 JZ3342                          SUPERSEDED SURVEY CONTROL
 JZ3342
 JZ3342  NAD 83(1995)-  39 28 04.79373(N)    085 22 01.28393(W) AD(       ) 3
 JZ3342  NAD 83(1993)-  39 28 04.79573(N)    085 22 01.28838(W) AD(       ) 3
 JZ3342  NAD 83(1986)-  39 28 04.79380(N)    085 22 01.28891(W) AD(       ) 3
 JZ3342  NAD 27      -  39 28 04.61400(N)    085 22 01.40800(W) AD(       ) 3
 JZ3342
 JZ3342.Superseded values are not recommended for survey control.
 JZ3342
 JZ3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3342.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3342
 JZ3342_MARKER: 22 = AIRWAY BEACON
 JZ3342
 JZ3342  HISTORY     - Date     Condition        Report By
 JZ3342  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3342  HISTORY     - 1940     GOOD             SCS
 JZ3342  HISTORY     - 1957     SEE DESCRIPTION  USGS
 JZ3342
 JZ3342                          STATION DESCRIPTION
 JZ3342
 JZ3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3342'AN AIRWAY BEACON LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF THE TOWN OF
 JZ3342'MILROY, ON THE SOUTHEAST CORNER OF THE MILROY AIRPORT AND ABOUT
 JZ3342'50 FEET NORTH OF A GRAVEL ROAD. THE BEACON IS A STANDARD ORANGE AND
 JZ3342'WHITE, 50-FOOT REVOLVING AIRWAY BEACON.
 JZ3342
 JZ3342                          STATION RECOVERY (1940)
 JZ3342
 JZ3342'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3342'RECOVERED AS DESCRIBED.
 JZ3342
 JZ3342                          STATION RECOVERY (1957)
 JZ3342
 JZ3342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JZ3342'THE BEACON HAS BEEN DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1837 ***********************************************************************
 JA1837  DESIGNATION -  MINE
 JA1837  PID         -  JA1837
 JA1837  STATE/COUNTY-  IN/SPENCER
 JA1837  COUNTRY     -  US
 JA1837  USGS QUAD   -  SANTA CLAUS (2019)
 JA1837
 JA1837                         *CURRENT SURVEY CONTROL
 JA1837  ______________________________________________________________________
 JA1837* NAD 83(1997) POSITION- 38 01 32.12496(N) 086 57 32.40186(W)   ADJUSTED
 JA1837* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 JA1837  ______________________________________________________________________
 JA1837  GEOID HEIGHT    -        -31.590 (meters)                     GEOID18
 JA1837  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 JA1837  HORZ ORDER      -  SECOND
 JA1837
 JA1837.The horizontal coordinates were established by classical geodetic methods
 JA1837.and adjusted by the National Geodetic Survey in May 1999.
 JA1837
 JA1837.The orthometric height was scaled from a topographic map.
 JA1837
 JA1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1837.GEOID18 height accuracy estimate available here.
 JA1837
 JA1837.Click photographs - Photos may exist for this station.
 JA1837
 JA1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1837
 JA1837. The following values were computed from the NAD 83(1997) position.
 JA1837
 JA1837;                    North         East     Units Scale Factor Converg.
 JA1837;SPC IN W     -   308,341.664   910,916.300   MT  0.99996813   +0 04 35.7
 JA1837;SPC IN W     - 1,011,617.61  2,988,564.56   sFT  0.99996813   +0 04 35.7
 JA1837;SPC KY1Z     - 1,188,498.636 1,393,860.122   MT  0.99990832   -0 44 32.2
 JA1837;SPC KY1Z     - 3,899,265.94  4,573,022.75   sFT  0.99990832   -0 44 32.2
 JA1837;SPC KY S     -   688,484.849   393,848.392   MT  1.00001814   -0 43 59.6
 JA1837;SPC KY S     - 2,258,804.04  1,292,150.93   sFT  1.00001814   -0 43 59.6
 JA1837;UTM  16      - 4,208,655.112   503,598.394   MT  0.99960016   +0 01 30.9
 JA1837
 JA1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1837!SPC IN W     -   0.99997987  x   0.99996813  =   0.99994800
 JA1837!SPC KY1Z     -   0.99997987  x   0.99990832  =   0.99988819
 JA1837!SPC KY S     -   0.99997987  x   1.00001814  =   0.99999801
 JA1837!UTM  16      -   0.99997987  x   0.99960016  =   0.99958004
 JA1837
 JA1837:                Primary Azimuth Mark                     Grid Az
 JA1837:SPC IN W     -  MINE AZ MK                               163 45 27.8
 JA1837:SPC KY1Z     -  MINE AZ MK                               164 34 35.7
 JA1837:SPC KY S     -  MINE AZ MK                               164 34 03.1
 JA1837:UTM  16      -  MINE AZ MK                               163 48 32.6
 JA1837
 JA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0359808655(NAD 83)
 JA1837
 JA1837|---------------------------------------------------------------------|
 JA1837| PID    Reference Object                     Distance      Geod. Az  |
 JA1837|                                                           dddmmss.s |
 JA1837| CG9007 MINE RM 1                            35.650 METERS 14443     |
 JA1837| CG9006 MINE AZ MK                                         1635003.5 |
 JA1837| JA1981 CHRISNEY ST MARTIN CH SPIRE         APPROX. 6.7 KM 2580224.8 |
 JA1837| CG9008 MINE RM 2                            37.877 METERS 26322     |
 JA1837|---------------------------------------------------------------------|
 JA1837
 JA1837                          SUPERSEDED SURVEY CONTROL
 JA1837
 JA1837  NAD 83(1993)-  38 01 32.12636(N)    086 57 32.40214(W) AD(       ) 2
 JA1837  NAD 83(1986)-  38 01 32.13265(N)    086 57 32.40497(W) AD(       ) 2
 JA1837  NAD 27      -  38 01 31.94400(N)    086 57 32.42400(W) AD(       ) 2
 JA1837
 JA1837.Superseded values are not recommended for survey control.
 JA1837
 JA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1837.See file dsdata.pdf to determine how the superseded data were derived.
 JA1837
 JA1837_MARKER: DS = TRIANGULATION STATION DISK
 JA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1837_STAMPING: MINE 1946
 JA1837_MARK LOGO: CGS
 JA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1837+STABILITY: SURFACE MOTION
 JA1837
 JA1837  HISTORY     - Date     Condition        Report By
 JA1837  HISTORY     - 1946     MONUMENTED       CGS
 JA1837
 JA1837                          STATION DESCRIPTION
 JA1837
 JA1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1837'STATION IS LOCATED ON A HIGH RIDGE ABOUT 1.5 MILES NORTH-NORTHWEST OF
 JA1837'NEWTONVILLE AND 6 MILES EAST OF CHRISNEY ON LAND OWNED BY WILLIAM
 JA1837'BOLEN.  IT IS 5 FEET SOUTH OF A STANDARD WHITE WITNESS POST AND 50
 JA1837'FEET WEST OF A 30-INCH OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 JA1837'THE DISK IS STAMPED MINE 1946.
 JA1837'
 JA1837'REFERENCE MARK NO 1 IS 116.96 FEET SOUTHEAST OF THE STATION.  IT IS 50
 JA1837'FEET SOUTHWEST OF A 14-INCH WALNUT TREE.  THE MARK IS FLUSH WITH THE
 JA1837'GROUND AND THE DISK IS STAMPED MINE NO 1 1946.
 JA1837'
 JA1837'REFERENCE MARK NO 2 IS 124.27 FEET WEST OF THE STATION.  IT IS 30 FEET
 JA1837'SOUTH OF A 15-INCH WILD CHERRY TREE.  THE MARK IS FLUSH WITH THE
 JA1837'GROUND AND THE DISK IS STAMPED MINE NO 2 1946.
 JA1837'
 JA1837'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE STATION NEAR A
 JA1837'WHITE HOUSE.  IT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JA1837'HOUSE, 23 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 3 FEET EAST
 JA1837'OF A STANDARD WITNESS POST, 2 FEET NORTH OF AN EAST-WEST FENCE.  THE
 JA1837'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MINE 1946.
 JA1837'
 JA1837'TO REACH THE STATION FROM THE POST OFFICE IN CHRISNEY GO SOUTH ON
 JA1837'STATE HIGHWAY 45 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 70,
 JA1837'TURN LEFT AND GO EAST ON HIGHWAY 70 FOR 4.6 MILES TO A CROSS ROAD,
 JA1837'TURN LEFT AND GO NORTH ONE MILE TO A T-ROAD, TURN LEFT AND GO 0.2 MILE
 JA1837'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WHITE HOUSE ON THE
 JA1837'RIGHT AND THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A
 JA1837'FORK, TAKE LEFT FORK (STRAIGHT AHEAD) FOR 0.1 MILE TO MR BOLENS GARAGE
 JA1837'AND A ROAD RIGHT LEADING TO A COAL MINE, TURN RIGHT AND GO 0.1 MILE TO
 JA1837'THE SCALES, CROSS SCALES, TURN SHARP LEFT AND KEEP TO THE SOUTH OF A
 JA1837'COAL SHUTE AND FOLLOW DIM ROAD UP STEEP HILL ABOUT 0.15 MILE TO THE
 JA1837'HIGHEST POINT AND STATION.
 JA1837'
 JA1837'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0115 ***********************************************************************
 ME0115  DESIGNATION -  MISHAWAKA
 ME0115  PID         -  ME0115
 ME0115  STATE/COUNTY-  IN/ST JOSEPH
 ME0115  COUNTRY     -  US
 ME0115  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME0115
 ME0115                         *CURRENT SURVEY CONTROL
 ME0115  ______________________________________________________________________
 ME0115* NAD 83(1986) POSITION- 41 39 37.08   (N) 086 11 37.80   (W)   HD_HELD1
 ME0115* NAVD 88 ORTHO HEIGHT -   218.066 (meters)      715.44  (feet) ADJUSTED
 ME0115  ______________________________________________________________________
 ME0115  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 ME0115  DYNAMIC HEIGHT  -        217.980 (meters)      715.16  (feet) COMP
 ME0115  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 ME0115
 ME0115  VERT ORDER      -  SECOND    CLASS 0
 ME0115
 ME0115.The horizontal coordinates were determined by differentially corrected
 ME0115.hand held GPS observations or other comparable positioning techniques
 ME0115.and have an estimated accuracy of +/- 3 meters.
 ME0115
 ME0115.The orthometric height was determined by differential leveling and
 ME0115.adjusted by the NATIONAL GEODETIC SURVEY
 ME0115.in June 1991.
 ME0115
 ME0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0115.GEOID18 height accuracy estimate available here.
 ME0115
 ME0115.Click photographs - Photos may exist for this station.
 ME0115
 ME0115.The dynamic height is computed by dividing the NAVD 88
 ME0115.geopotential number by the normal gravity value computed on the
 ME0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0115.degrees latitude (g = 980.6199 gals.).
 ME0115
 ME0115.The modeled gravity was interpolated from observed gravity values.
 ME0115
 ME0115;                    North         East    Units  Estimated Accuracy
 ME0115;SPC IN E     -   712,023.1      56,093.7     MT  (+/- 3 meters HH1 GPS) 
 ME0115
 ME0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6711812374(NAD 83)
 ME0115
 ME0115                          SUPERSEDED SURVEY CONTROL
 ME0115
 ME0115  NGVD 29 (??/??/92)  218.185  (m)          715.83   (f) ADJ UNCH    2 0
 ME0115
 ME0115.Superseded values are not recommended for survey control.
 ME0115
 ME0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0115.See file dsdata.pdf to determine how the superseded data were derived.
 ME0115
 ME0115_MARKER: DB = BENCH MARK DISK
 ME0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0115_STAMPING: 715.802 MISHAWAKA 1934
 ME0115_MARK LOGO: CGS
 ME0115_PROJECTION: FLUSH
 ME0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0115+STABILITY: SURFACE MOTION
 ME0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0115+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2022
 ME0115
 ME0115  HISTORY     - Date     Condition        Report By
 ME0115  HISTORY     - 1934     MONUMENTED       CGS
 ME0115  HISTORY     - 1946     GOOD             CGS
 ME0115  HISTORY     - 20011128 POOR             NGS
 ME0115  HISTORY     - 20060222 POOR             INDIV
 ME0115  HISTORY     - 20130103 POOR             LFA
 ME0115  HISTORY     - 20130501 GOOD             INDOT
 ME0115  HISTORY     - 20220505 GOOD             INDOT
 ME0115
 ME0115                          STATION DESCRIPTION
 ME0115
 ME0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0115'AT MISHAWAKA.
 ME0115'AT MISHAWAKA, ABOUT 1/2 MILE WEST OF THE NEW YORK CENTRAL
 ME0115'RAILROAD STATION, ON LINCOLN HIGHWAY (U.S. HIGHWAY 33), IN
 ME0115'LINCOLN PARK, 95 FEET SOUTHWEST OF THE FLAGPOLE, 47 FEET WEST
 ME0115'OF THE CENTER LINE OF THE CENTER ENTRANCE TO THE PARK, 37 FEET
 ME0115'WEST OF THE PROLONGATION OF THE CENTER LINE OF CLEVELAND STREET,
 ME0115'11.5 FEET NORTH OF THE NORTH EDGE OF THE NORTH SIDEWALK ALONG
 ME0115'LINCOLN HIGHWAY, AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 ME0115'WITH THE GROUND.
 ME0115
 ME0115                          STATION RECOVERY (2001)
 ME0115
 ME0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME0115'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME0115
 ME0115                          STATION RECOVERY (2006)
 ME0115
 ME0115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0115'POOR CONDITION OF MONUMENT IS DUE TO MUTILATION OF DISC (715.802
 ME0115'MISHAWAKA 1934 IS ILLEGIBLE).  CONCRETE OF MONUMENT PROJECTS 0.2FT
 ME0115'ABOVE GROUND SURFACE.
 ME0115
 ME0115                          STATION RECOVERY (2013)
 ME0115
 ME0115'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 ME0115'DISC STAMPING IS NON DISCERNIBLE
 ME0115
 ME0115                          STATION RECOVERY (2013)
 ME0115
 ME0115'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0115'STAMPING NUMBERS ARE ILLEGIBLE
 ME0115
 ME0115                          STATION RECOVERY (2022)
 ME0115
 ME0115'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0115'FLAGPOLE IS GONE, ENTRANCE TO LINCOLN PARK REMOVED, 10 FT (3.0 M)
 ME0115'NORTH OF THE NORTH EDGE OF THE NORTH SIDEWALK, STAMPING NUMBERS ARE
 ME0115'ILLEGIBLE.  COULD NOT HIT 70 PER CENT OF OBSERVATIONS USED IN STATIC
 ME0115'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2218 ***********************************************************************
 ME2218  DESIGNATION -  MISHAWAKA BALL BAND CO PWR STK
 ME2218  PID         -  ME2218
 ME2218  STATE/COUNTY-  IN/ST JOSEPH
 ME2218  COUNTRY     -  US
 ME2218  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2218
 ME2218                         *CURRENT SURVEY CONTROL
 ME2218  ______________________________________________________________________
 ME2218* NAD 83(1997) POSITION- 41 39 52.17738(N) 086 10 49.76835(W)   ADJUSTED
 ME2218  ______________________________________________________________________
 ME2218  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 ME2218  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 ME2218  HORZ ORDER      -  THIRD
 ME2218
 ME2218.The horizontal coordinates were established by classical geodetic methods
 ME2218.and adjusted by the National Geodetic Survey in May 1999.
 ME2218
 ME2218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2218.GEOID18 height accuracy estimate available here.
 ME2218
 ME2218.Click photographs - Photos may exist for this station.
 ME2218
 ME2218.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2218
 ME2218. The following values were computed from the NAD 83(1997) position.
 ME2218
 ME2218;                    North         East     Units Scale Factor Converg.
 ME2218;SPC IN E     -   712,482.189    57,207.718   MT  0.99998919   -0 20 29.7
 ME2218;SPC IN E     - 2,337,535.32    187,688.99   sFT  0.99998919   -0 20 29.7
 ME2218;UTM  16      - 4,612,850.802   568,225.388   MT  0.99965728   +0 32 41.3
 ME2218
 ME2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6822512850(NAD 83)
 ME2218
 ME2218                          SUPERSEDED SURVEY CONTROL
 ME2218
 ME2218  NAD 83(1994)-  41 39 52.17741(N)    086 10 49.77352(W) AD(       ) 3
 ME2218  NAD 83(1986)-  41 39 52.17815(N)    086 10 49.77512(W) AD(       ) 3
 ME2218  NAD 27      -  41 39 51.99800(N)    086 10 49.76400(W) AD(       ) 3
 ME2218
 ME2218.Superseded values are not recommended for survey control.
 ME2218
 ME2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2218.See file dsdata.pdf to determine how the superseded data were derived.
 ME2218
 ME2218_MARKER: 63 = STACK
 ME2218
 ME2218  HISTORY     - Date     Condition        Report By
 ME2218  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2218  HISTORY     - 1957     GOOD             CGS
 ME2218  HISTORY     - 1984     GOOD             USPSQD
 ME2218  HISTORY     - 20011128 POOR             NGS
 ME2218
 ME2218                          STATION DESCRIPTION
 ME2218
 ME2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2218'THE CENTER OF THE TOP OF THE BALL BAND CO. POWER PLANT STACK, LOCATED
 ME2218'0.25 MILE NORTH OF THE
 ME2218'INTERSECTION OF STATE HIGHWAY 331 AND U.S. HIGHWAY 33 IN MISHAWAKA.
 ME2218'IT IS A BRICK STRUCTURE ABOUT 150
 ME2218'FEET HIGH SET IN THE REAR OF THE BALL BAND CO. POWER PLANT.
 ME2218
 ME2218                          STATION RECOVERY (1957)
 ME2218
 ME2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2218'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 ME2218'DESCRIPTION IS ADEQUATE
 ME2218'AND COMPLETE.
 ME2218
 ME2218                          STATION RECOVERY (1984)
 ME2218
 ME2218'RECOVERY NOTE BY US POWER SQUADRON 1984 (AHH)
 ME2218'STATION FOUND GOOD.
 ME2218'
 ME2218'DESCRIPTION AS STATED EXCEPT THE NAME OF THE PLANT IS NOW KNOWN AS
 ME2218'UNIROYAL.
 ME2218
 ME2218                          STATION RECOVERY (2001)
 ME2218
 ME2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2218'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2215 ***********************************************************************
 ME2215  DESIGNATION -  MISHAWAKA MICROWAVE KSA 43 LT
 ME2215  PID         -  ME2215
 ME2215  STATE/COUNTY-  IN/ST JOSEPH
 ME2215  COUNTRY     -  US
 ME2215  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2215
 ME2215                         *CURRENT SURVEY CONTROL
 ME2215  ______________________________________________________________________
 ME2215* NAD 83(1997) POSITION- 41 37 59.82143(N) 086 11 52.46782(W)   ADJUSTED
 ME2215  ______________________________________________________________________
 ME2215  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME2215  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 ME2215  HORZ ORDER      -  THIRD
 ME2215
 ME2215.The horizontal coordinates were established by classical geodetic methods
 ME2215.and adjusted by the National Geodetic Survey in May 1999.
 ME2215
 ME2215.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2215.GEOID18 height accuracy estimate available here.
 ME2215
 ME2215.Click photographs - Photos may exist for this station.
 ME2215
 ME2215.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2215
 ME2215. The following values were computed from the NAD 83(1997) position.
 ME2215
 ME2215;                    North         East     Units Scale Factor Converg.
 ME2215;SPC IN E     -   709,024.698    55,735.873   MT  0.99999077   -0 21 10.6
 ME2215;SPC IN E     - 2,326,191.86    182,860.11   sFT  0.99999077   -0 21 10.6
 ME2215;UTM  16      - 4,609,372.125   566,807.662   MT  0.99965492   +0 31 58.4
 ME2215
 ME2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6680709372(NAD 83)
 ME2215
 ME2215                          SUPERSEDED SURVEY CONTROL
 ME2215
 ME2215  NAD 83(1994)-  41 37 59.82264(N)    086 11 52.47275(W) AD(       ) 3
 ME2215  NAD 83(1986)-  41 37 59.82321(N)    086 11 52.47446(W) AD(       ) 3
 ME2215  NAD 27      -  41 37 59.64600(N)    086 11 52.45600(W) AD(       ) 3
 ME2215
 ME2215.Superseded values are not recommended for survey control.
 ME2215
 ME2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2215.See file dsdata.pdf to determine how the superseded data were derived.
 ME2215
 ME2215_MARKER: 14 = NAVIGATION LIGHT
 ME2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2215+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 ME2215
 ME2215  HISTORY     - Date     Condition        Report By
 ME2215  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2215  HISTORY     - 20021103 GOOD             USPSQD
 ME2215
 ME2215                          STATION DESCRIPTION
 ME2215
 ME2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2215'THE FLASHING LIGHT AT THE TOP OF THE RELAY STATION, LOCATED
 ME2215'ABOUT 2 MILES
 ME2215'SOUTHEAST OF SOUTH BEND.  THE STRUCTURE IS BUILT OF CONCRETE AND IS
 ME2215'ABOUT 250 FEET HIGH.
 ME2215'
 ME2215'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD, AT THE
 ME2215'SOUTH EDGE OF SOUTH BEND, GO EAST
 ME2215'ON IRELAND ROAD FOR 2.0 MILES TO HICKORY ROAD, TURN LEFT AND GO NORTH
 ME2215'ON HICKORY ROAD FOR .05 MILE TO
 ME2215'STATION ON THE LEFT.
 ME2215
 ME2215                          STATION RECOVERY (2002)
 ME2215
 ME2215'RECOVERY NOTE BY US POWER SQUADRON 2002 (AHM)
 ME2215'CONCRETE STRUCTURE REPLACED BY STEEL TOWER STRUCTURE.  APPROXIMATELY
 ME2215'250, SUPPORTING MUTLIPLE MICROWAVE DISHES.  BUILDING AT BASE
 ME2215'IDENTIFIED AS AT AND T.  MAILBOX ADDRESS AT AND T 5921 HICKORY ROAD,
 ME2215'SOUTH BEND, IN.  LOCATION IS WEST SIDE OF HICKORY ROAD 2/10 OF MILE NW
 ME2215'OF IRELAND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2217 ***********************************************************************
 ME2217  DESIGNATION -  MISHAWAKA ST JOSEPH CH SPIRE
 ME2217  PID         -  ME2217
 ME2217  STATE/COUNTY-  IN/ST JOSEPH
 ME2217  COUNTRY     -  US
 ME2217  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2217
 ME2217                         *CURRENT SURVEY CONTROL
 ME2217  ______________________________________________________________________
 ME2217* NAD 83(1997) POSITION- 41 39 35.48194(N) 086 10 56.39619(W)   ADJUSTED
 ME2217  ______________________________________________________________________
 ME2217  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME2217  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 ME2217  HORZ ORDER      -  THIRD
 ME2217
 ME2217.The horizontal coordinates were established by classical geodetic methods
 ME2217.and adjusted by the National Geodetic Survey in May 1999.
 ME2217
 ME2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2217.GEOID18 height accuracy estimate available here.
 ME2217
 ME2217.Click photographs - Photos may exist for this station.
 ME2217
 ME2217.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2217
 ME2217. The following values were computed from the NAD 83(1997) position.
 ME2217
 ME2217;                    North         East     Units Scale Factor Converg.
 ME2217;SPC IN E     -   711,968.034    57,051.308   MT  0.99998936   -0 20 34.0
 ME2217;SPC IN E     - 2,335,848.46    187,175.83   sFT  0.99998936   -0 20 34.0
 ME2217;UTM  16      - 4,612,334.461   568,076.999   MT  0.99965703   +0 32 36.7
 ME2217
 ME2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6807612334(NAD 83)
 ME2217
 ME2217                          SUPERSEDED SURVEY CONTROL
 ME2217
 ME2217  NAD 83(1994)-  41 39 35.48214(N)    086 10 56.40131(W) AD(       ) 3
 ME2217  NAD 83(1986)-  41 39 35.48284(N)    086 10 56.40295(W) AD(       ) 3
 ME2217  NAD 27      -  41 39 35.30400(N)    086 10 56.39000(W) AD(       ) 3
 ME2217
 ME2217.Superseded values are not recommended for survey control.
 ME2217
 ME2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2217.See file dsdata.pdf to determine how the superseded data were derived.
 ME2217
 ME2217_MARKER: 90 = CHURCH SPIRE
 ME2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2217+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 ME2217
 ME2217  HISTORY     - Date     Condition        Report By
 ME2217  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2217  HISTORY     - 1957     GOOD             CGS
 ME2217  HISTORY     - 1984     GOOD             USPSQD
 ME2217  HISTORY     - 20011128 GOOD             NGS
 ME2217  HISTORY     - 20030927 GOOD             USPSQD
 ME2217
 ME2217                          STATION DESCRIPTION
 ME2217
 ME2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2217'THE CROSS ATOP THE SPIRE OF THE ST. JOSEPH CATHOLIC CHURCH, LOCATED
 ME2217'IN THE SOUTHWEST CORNER OF THE
 ME2217'INTERSECTION OF MILL STREET AND THIRD STREET IN MISHAWAKA.  IT IS A
 ME2217'GOLD COLORED CROSS ATOP A GREEN
 ME2217'SHINGLED SPIRE WHICH IS SET IN THE CENTER OF A STONE
 ME2217'CHURCH.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
 ME2217
 ME2217                          STATION RECOVERY (1957)
 ME2217
 ME2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2217'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 ME2217'DESCRIPTION IS ADEQUATE
 ME2217'AND COMPLETE.
 ME2217
 ME2217                          STATION RECOVERY (1984)
 ME2217
 ME2217'RECOVERY NOTE BY US POWER SQUADRON 1984 (AHH)
 ME2217'STATION FOUND GOOD.
 ME2217'
 ME2217'DESCRIPTION AS STATED.
 ME2217
 ME2217                          STATION RECOVERY (2001)
 ME2217
 ME2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2217'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME2217
 ME2217                          STATION RECOVERY (2003)
 ME2217
 ME2217'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 ME2217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0106 ***********************************************************************
 JA0106  DESIGNATION -  MITCHELL
 JA0106  PID         -  JA0106
 JA0106  STATE/COUNTY-  IN/LAWRENCE
 JA0106  COUNTRY     -  US
 JA0106  USGS QUAD   -  MITCHELL (2019)
 JA0106
 JA0106                         *CURRENT SURVEY CONTROL
 JA0106  ______________________________________________________________________
 JA0106* NAD 83(1997) POSITION- 38 44 05.86127(N) 086 27 52.46765(W)   ADJUSTED
 JA0106* NAVD 88 ORTHO HEIGHT -   204.851 (meters)      672.08  (feet) ADJUSTED
 JA0106  ______________________________________________________________________
 JA0106  GEOID HEIGHT    -        -33.145 (meters)                     GEOID18
 JA0106  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 JA0106  DYNAMIC HEIGHT  -        204.718 (meters)      671.65  (feet) COMP
 JA0106  MODELED GRAVITY -    979,975.3   (mgal)                       NAVD 88
 JA0106
 JA0106  HORZ ORDER      -  SECOND
 JA0106  VERT ORDER      -  FIRST     CLASS II
 JA0106
 JA0106.The horizontal coordinates were established by classical geodetic methods
 JA0106.and adjusted by the National Geodetic Survey in May 1999.
 JA0106
 JA0106.The orthometric height was determined by differential leveling and
 JA0106.adjusted by the NATIONAL GEODETIC SURVEY
 JA0106.in June 1991.
 JA0106
 JA0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0106.GEOID18 height accuracy estimate available here.
 JA0106
 JA0106.Click photographs - Photos may exist for this station.
 JA0106
 JA0106.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0106
 JA0106.The dynamic height is computed by dividing the NAVD 88
 JA0106.geopotential number by the normal gravity value computed on the
 JA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0106.degrees latitude (g = 980.6199 gals.).
 JA0106
 JA0106.The modeled gravity was interpolated from observed gravity values.
 JA0106
 JA0106. The following values were computed from the NAD 83(1997) position.
 JA0106
 JA0106;                    North         East     Units Scale Factor Converg.
 JA0106;SPC IN W     -   387,256.335   953,798.695   MT  1.00000229   +0 23 13.8
 JA0106;SPC IN W     - 1,270,523.49  3,129,254.55   sFT  1.00000229   +0 23 13.8
 JA0106;UTM  16      - 4,287,501.699   546,536.065   MT  0.99962667   +0 20 06.1
 JA0106
 JA0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0106!SPC IN W     -   0.99997306  x   1.00000229  =   0.99997535
 JA0106!UTM  16      -   0.99997306  x   0.99962667  =   0.99959974
 JA0106
 JA0106:                Primary Azimuth Mark                     Grid Az
 JA0106:SPC IN W     -  MITCHELL AZ MK                           059 17 33.4
 JA0106:UTM  16      -  MITCHELL AZ MK                           059 20 41.1
 JA0106
 JA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4653687501(NAD 83)
 JA0106
 JA0106|---------------------------------------------------------------------|
 JA0106| PID    Reference Object                     Distance      Geod. Az  |
 JA0106|                                                           dddmmss.s |
 JA0106| JA0111 MITCHELL AZ MK                                     0594047.2 |
 JA0106| JA1703 MITCHELL MUNICIPAL TANK             APPROX. 1.1 KM 0635111.7 |
 JA0106| JA0107 MITCHELL RM 1                        37.306 METERS 12015     |
 JA0106| JA0108 MITCHELL RM 3                        14.538 METERS 15157     |
 JA0106| JA0110 MITCHELL RM 4                         5.328 METERS 27415     |
 JA0106| JA0109 MITCHELL RM 2                        31.089 METERS 35542     |
 JA0106|---------------------------------------------------------------------|
 JA0106
 JA0106                          SUPERSEDED SURVEY CONTROL
 JA0106
 JA0106  NAD 83(1986)-  38 44 05.86644(N)    086 27 52.46981(W) AD(       ) 2
 JA0106  NAD 27      -  38 44 05.67700(N)    086 27 52.50100(W) AD(       ) 2
 JA0106  NGVD 29 (??/??/92)  204.964  (m)          672.45   (f) ADJ UNCH    1 2
 JA0106  NGVD 29             204.96   (m)          672.4    (f) LEVELING    3  
 JA0106
 JA0106.Superseded values are not recommended for survey control.
 JA0106
 JA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0106.See file dsdata.pdf to determine how the superseded data were derived.
 JA0106
 JA0106_MARKER: DS = TRIANGULATION STATION DISK
 JA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0106_STAMPING: MITCHELL 1946
 JA0106_MARK LOGO: CGS
 JA0106_PROJECTION: FLUSH
 JA0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0106+STABILITY: SURFACE MOTION
 JA0106
 JA0106  HISTORY     - Date     Condition        Report By
 JA0106  HISTORY     - 1946     MONUMENTED       CGS
 JA0106  HISTORY     - 1949     GOOD             CGS
 JA0106  HISTORY     - 1967     GOOD             CGS
 JA0106  HISTORY     - 1967     GOOD             CGS
 JA0106
 JA0106                          STATION DESCRIPTION
 JA0106
 JA0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0106'THIS STATION IS AT THE EAST END OF THE MAIN STREET IN MITCHELL, ABOUT
 JA0106'1/2 MILE WEST OF A BIG CEMENT MANUFACTURING PLANT, 61 FT. EAST
 JA0106'OF THE CENTERLINE OF THE ROAD, 50.6 FEET NORTHWEST OF A CITY HYDRANT
 JA0106'AND 15.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A SAFETY
 JA0106'RECORD MONUMENT.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA0106'STAMPED MITCHELL 1946.
 JA0106'
 JA0106'REFERENCE MARK NO. 1 IS 122.40 FEET SOUTHEAST OF THE STATION, 75 FEET
 JA0106'SOUTH OF THE FIRE HYDRANT. THE MARK IS FLUSH WITH THE GROUND
 JA0106'AND THE DISK IS STAMPED MITCHELL NO 1 1946.
 JA0106'
 JA0106'REFERENCE MARK NO. 2 IS 102.00 FEET NORTH OF THE STATION, 27 FEET
 JA0106'NORTH OF THE CENTERLINE OF THE ROAD AND 2.4 FEET SOUTH OF A
 JA0106'TELEPHONE POLE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA0106'STAMPED MITCHELL NO 2 1946.
 JA0106'
 JA0106'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION, 42 FT
 JA0106'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF A
 JA0106'TELEPHONE POLE NO. 3736 AND 2.2 FEET SOUTH OF A WHITE WITNESS POST.
 JA0106'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MITCHELL
 JA0106'1946.
 JA0106'
 JA0106'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA0106
 JA0106                          STATION RECOVERY (1949)
 JA0106
 JA0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0106'AT MITCHELL.
 JA0106'AT MITCHELL, AT THE EAST END OF WEST MAIN STREET, SET AT THE WEST
 JA0106'SIDE OF A PARK OWNED BY THE LEHIGHE CEMENT PLANT, ON THE EXTENDED
 JA0106'CENTER LINE OF WEST MAIN STREET, 52 FEET SOUTHEAST OF THE CENTER
 JA0106'LINE OF THE ROAD LEADING NORTHEAST THROUGH THE PARK, 50 FEET
 JA0106'NORTHWEST OF A CITY FIRE PLUG, 15.6 FEET EAST OF THE NORTHEAST
 JA0106'CORNER OF THE MITCHELL MILL NO. 2 SAFETY RECORD MONUMENT, 13.6
 JA0106'FEET WEST OF A SMALL MAPLE TREE, 1 FOOT EAST OF A WHITE WOODEN
 JA0106'WITNESS POST, ABOUT LEVEL WITH THE PARK ROAD AND SET IN THE TOP
 JA0106'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0106
 JA0106                          STATION RECOVERY (1967)
 JA0106
 JA0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0106'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION AT
 JA0106'THIS TIME. THE REFERENCE MARKS WERE FOUND DESTROYED AT THIS
 JA0106'TIME. REFERENCEMARKS 3 AND 4 WERE ESTABLISHED BY THIS PARTY. A NEW
 JA0106'AND COMPLETE DESCRIPTION FOLLOWS.
 JA0106'
 JA0106'THE STATION IS AT THE EAST END OF MAIN STREET IN MITCHELL ON THE
 JA0106'PROPERTY OF AND ABOUT 150 FEET NORTH OF THE OFFICE OF THE LEHIGH
 JA0106'PORTLAND CEMENT CO. IT IS 61 FEET EAST OF THE CENTERLINE OF A
 JA0106'CONCRETE DRIVEWAY, 15 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 JA0106'A SAFETY RECORD MONUMENT AND 17 FEET EAST OF A FLAG POLE. THE
 JA0106'MONUMENT IS FLUSH AND THE DISK IS STAMPED MITCHELL 1946.
 JA0106'
 JA0106'REFERENCE MARK 3 IS 60 FEET SOUTH OF THEFLAG POLE AND 2 FEET
 JA0106'NORTHEAST OF THE END OF THE CONCRETE DRIVEWAY. THE MONUMENT
 JA0106'IS FLUSH AND THE DISK IS STAMPED MITCHELL 1946 NO 3 1967.
 JA0106'
 JA0106'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 JA0106'FLAG POLE, 21 FEET NORTHEAST OF THE N. E.  EDGE OF THE DRIVEWAY
 JA0106'AND 15 FEET SOUTHWEST OF AN 18 INCH MAPLE TREE. THE DISK IS STAMPED
 JA0106'MITCHELL 1946 NO 4 1967.
 JA0106'
 JA0106'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE INTERSECTION OF E. WARREN
 JA0106'ST.  AND MERIDIAN ROAD, 21 FEET EAST OF THE CENTERLINE OF
 JA0106'MERIDIAN ROAD, 15 FEET NORTHEAST OF A POWER POLE AND 1 FT. WEST OF A
 JA0106'METAL WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 JA0106'IS STAMPED MITCHELL 1946.
 JA0106'
 JA0106'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON PAVED
 JA0106'ROAD FOR 0.25 MILE TO A PAVED ROAD. TURN LEFT ON THE PAVED ROAD
 JA0106'MERIDIAN ROAD FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 JA0106'
 JA0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MITCHELL.
 JA0106'
 JA0106'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA0106
 JA0106                          STATION RECOVERY (1967)
 JA0106
 JA0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1617 ***********************************************************************
 MD1617  DESIGNATION -  MITCHELL
 MD1617  PID         -  MD1617
 MD1617  STATE/COUNTY-  IN/NOBLE
 MD1617  COUNTRY     -  US
 MD1617  USGS QUAD   -  MERRIAM (2019)
 MD1617
 MD1617                         *CURRENT SURVEY CONTROL
 MD1617  ______________________________________________________________________
 MD1617* NAD 83(1997) POSITION- 41 22 00.90603(N) 085 27 15.85182(W)   ADJUSTED
 MD1617* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 MD1617  ______________________________________________________________________
 MD1617  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 MD1617  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 MD1617  HORZ ORDER      -  SECOND
 MD1617
 MD1617.The horizontal coordinates were established by classical geodetic methods
 MD1617.and adjusted by the National Geodetic Survey in May 1999.
 MD1617
 MD1617.The orthometric height was scaled from a topographic map.
 MD1617
 MD1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1617.GEOID18 height accuracy estimate available here.
 MD1617
 MD1617.Click photographs - Photos may exist for this station.
 MD1617
 MD1617.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1617
 MD1617. The following values were computed from the NAD 83(1997) position.
 MD1617
 MD1617;                    North         East     Units Scale Factor Converg.
 MD1617;SPC IN E     -   679,327.596   117,758.828   MT  0.99997055   +0 08 25.0
 MD1617;SPC IN E     - 2,228,760.62    386,347.09   sFT  0.99997055   +0 08 25.0
 MD1617;UTM  16      - 4,580,642.183   629,265.540   MT  0.99980564   +1 01 17.7
 MD1617
 MD1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1617!SPC IN E     -   0.99995833  x   0.99997055  =   0.99992888
 MD1617!UTM  16      -   0.99995833  x   0.99980564  =   0.99976398
 MD1617
 MD1617:                Primary Azimuth Mark                     Grid Az
 MD1617:SPC IN E     -  MITCHELL AZ MK                           291 09 22.1
 MD1617:UTM  16      -  MITCHELL AZ MK                           290 16 29.4
 MD1617
 MD1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2926580642(NAD 83)
 MD1617
 MD1617|---------------------------------------------------------------------|
 MD1617| PID    Reference Object                     Distance      Geod. Az  |
 MD1617|                                                           dddmmss.s |
 MD1617| MD1623 ALBION CO CTHSE CLOCK TOWER         APPROX. 4.1 KM 0373711.3 |
 MD1617| MD1624 ALBION MUNICIPAL TANK               APPROX. 3.9 KM 0425305.8 |
 MD1617| CC8964 MITCHELL RM 1                        35.784 METERS 14944     |
 MD1617| CC8965 MITCHELL RM 2                        36.442 METERS 27332     |
 MD1617| CC8963 MITCHELL AZ MK                                     2911747.1 |
 MD1617|---------------------------------------------------------------------|
 MD1617
 MD1617                          SUPERSEDED SURVEY CONTROL
 MD1617
 MD1617  NAD 83(1995)-  41 22 00.90778(N)    085 27 15.85901(W) AD(       ) 2
 MD1617  NAD 83(1986)-  41 22 00.90735(N)    085 27 15.86370(W) AD(       ) 2
 MD1617  NAD 27      -  41 22 00.73240(N)    085 27 15.93620(W) AD(       ) 2
 MD1617
 MD1617.Superseded values are not recommended for survey control.
 MD1617
 MD1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1617.See file dsdata.pdf to determine how the superseded data were derived.
 MD1617
 MD1617_MARKER: DS = TRIANGULATION STATION DISK
 MD1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1617_STAMPING: MITCHELL 1946
 MD1617_MARK LOGO: CGS
 MD1617_PROJECTION: FLUSH
 MD1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1617+STABILITY: SURFACE MOTION
 MD1617
 MD1617  HISTORY     - Date     Condition        Report By
 MD1617  HISTORY     - 1946     MONUMENTED       CGS
 MD1617  HISTORY     - 1963     GOOD             CGS
 MD1617
 MD1617                          STATION DESCRIPTION
 MD1617
 MD1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1617'THIS STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF PORT MITCHELL AND
 MD1617'2-1/2 MILES SOUTHWEST OF THE TOWN OF ALBION.  IT IS 100 FEET SOUTHWEST
 MD1617'OF THE SOUTHWEST CORNER OF A BARN, AND 80 FEET NORTH OF THE CENTERLINE
 MD1617'OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MITCHELL
 MD1617'1946.
 MD1617'
 MD1617'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE STATION.
 MD1617'IT IS 17 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 2 FEET NORTH
 MD1617'OF A WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MITCHELL
 MD1617'1946.
 MD1617'
 MD1617'REFERENCE MARK NO. 1 IS 117.40 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1617'21 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 2 FEET SOUTH OF A
 MD1617'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1617'MITHCELL NO 1 1946.
 MD1617'
 MD1617'REFERENCE MARK NO. 2 IS 119.56 FEET WEST OF THE STATION.  IT IS 3 FEET
 MD1617'EAST OF A FENCE CORNER AND 2 FEET SOUTH OF A FENCELINE.  THE MARK
 MD1617'PROJECTS 2 INCHES AND THE DISK IS STAMPED MITCHELL NO. 2 1946.
 MD1617'
 MD1617'TO REACH THE STATION FROM THE COURTHOUSE IN THE TOWN OF ALBION, GO
 MD1617'SOUTH ON STATE HIGHWAY 9 FOR 2.0 MILES TO A CROSSROAD RIGHT.  TURN
 MD1617'RIGHT AND GO WEST FOR 1.4 MILES TO FARM ON RIGHT AND STATION AS
 MD1617'DESCRIBED.
 MD1617'
 MD1617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD FOR
 MD1617'.2 ILE TO T ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR .05 MILE TO
 MD1617'AZIMUTH ON RIGHT AS DESCRIBED.
 MD1617'
 MD1617'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 MD1617
 MD1617                          STATION RECOVERY (1963)
 MD1617
 MD1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1617'ABOUT 1.0 MILES S ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1617'NO. 8 INDIANA HWY. AT THE SE CORNER OF THE COURTHOUSE SQUARE IN ALBION
 MD1617'TO A CROSSROADS AND TURN RIGHT, THENCE 1.6 MILE TO TOP OF HILL AT
 MD1617'FARMHOUSE AND THE STATION ON RIGHT, ABOUT 1/2 A MILE NW OF PORT
 MD1617'MITCHELL, ABOUT 150 YARDS E AND 50 YARDS S OF HIGH STEEL MICROWAVE
 MD1617'TOWER, 99.8 FT.  SW OF SW CORNER OF CONCRETE FOUNDATION OF A BARN, 79
 MD1617'FEET N OF CENTER LINE OF ASPHALT ROAD, 1A AND 7A MARKS STAMPED
 MD1617'MITCHELL 1946, THE SURFACE MARK FLUSH WITH THE GROUND.
 MD1617'
 MD1617'REFERENCE STAMPED MITHCELL NO 1 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1617'117.40 FEET OR 35.784 METERS SSE OF STATION, 22 FEET S OF CENTER LINE
 MD1617'OF ROAD, 0.2 FOOT HIGHER THAN SAME, 20 FEET E OF FENCE T-INTERSECTION,
 MD1617'AND 1-1/2 FEET S OF FENCE.
 MD1617'
 MD1617'REFERENCE STAMPED MITCHELL NO 2 1946, NOTE 11A, PROJECTS 0.8 FOOT, IS
 MD1617'119.43 FEET OR 36.402 METERS W OF STATION, 3 FEET E OF A FENCE CORNER,
 MD1617'AND 1-1/2 FEET S OF A FENCE.
 MD1617'
 MD1617'AZIMUTH MARK STAMPED MITCHELL 1946, NOTE 16A, FLUSH, IS ABOUT 0.2 MILE
 MD1617'WNW OF THE STATION, ABOUT 0.1 MILE N OF ROAD T-INTERSECTION, ABOUT 35
 MD1617'YARDS S OF THE HIGHEST POINT IN THE VICINITY, 18 FEET E OF CENTER LINE
 MD1617'OF GRAVELED RIVER ROAD, 0.5 FOOT LOWER THAN SAME, AND 1.5 FEET N OF
 MD1617'STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0111 ***********************************************************************
 JA0111  DESIGNATION -  MITCHELL AZ MK
 JA0111  PID         -  JA0111
 JA0111  STATE/COUNTY-  IN/LAWRENCE
 JA0111  COUNTRY     -  US
 JA0111  USGS QUAD   -  MITCHELL (2019)
 JA0111
 JA0111                         *CURRENT SURVEY CONTROL
 JA0111  ______________________________________________________________________
 JA0111* NAD 83(1986) POSITION- 38 44 12.     (N) 086 27 36.     (W)   SCALED
 JA0111* NAVD 88 ORTHO HEIGHT -   203.634 (meters)      668.09  (feet) ADJUSTED
 JA0111  ______________________________________________________________________
 JA0111  GEOID HEIGHT    -        -33.148 (meters)                     GEOID18
 JA0111  DYNAMIC HEIGHT  -        203.502 (meters)      667.66  (feet) COMP
 JA0111  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 JA0111
 JA0111  VERT ORDER      -  FIRST     CLASS II
 JA0111
 JA0111.The horizontal coordinates were scaled from a map and have
 JA0111.an estimated accuracy of +/- 6 seconds.
 JA0111
 JA0111.The orthometric height was determined by differential leveling and
 JA0111.adjusted by the NATIONAL GEODETIC SURVEY
 JA0111.in June 1991.
 JA0111
 JA0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0111.GEOID18 height accuracy estimate available here.
 JA0111
 JA0111.Click photographs - Photos may exist for this station.
 JA0111
 JA0111.The dynamic height is computed by dividing the NAVD 88
 JA0111.geopotential number by the normal gravity value computed on the
 JA0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0111.degrees latitude (g = 980.6199 gals.).
 JA0111
 JA0111.The modeled gravity was interpolated from observed gravity values.
 JA0111
 JA0111;                    North         East    Units  Estimated Accuracy
 JA0111;SPC IN W     -   387,450.      954,200.      MT  (+/- 180 meters Scaled)
 JA0111
 JA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469876(NAD 83)
 JA0111
 JA0111                          SUPERSEDED SURVEY CONTROL
 JA0111
 JA0111  NGVD 29 (??/??/92)  203.747  (m)          668.46   (f) ADJ UNCH    1 2
 JA0111
 JA0111.Superseded values are not recommended for survey control.
 JA0111
 JA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0111.See file dsdata.pdf to determine how the superseded data were derived.
 JA0111
 JA0111_MARKER: DZ = AZIMUTH MARK DISK
 JA0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0111_STAMPING: MITCHELL 1946
 JA0111_MARK LOGO: CGS
 JA0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0111+STABILITY: SURFACE MOTION
 JA0111
 JA0111  HISTORY     - Date     Condition        Report By
 JA0111  HISTORY     - 1946     MONUMENTED       CGS
 JA0111  HISTORY     - 1949     GOOD             CGS
 JA0111  HISTORY     - 1967     GOOD             CGS
 JA0111
 JA0111                          STATION DESCRIPTION
 JA0111
 JA0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0111'AT MITCHELL.
 JA0111'AT MITCHELL, ABOUT 0.35 MILE EAST ALONG WEST MAIN STREET FROM THE
 JA0111'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY STATION, THENCE
 JA0111'ABOUT 0.25 MILE NORTHEAST ALONG A ROAD LEADING THROUGH A PARK
 JA0111'OWNED BY THE LEHIGHE CEMENT PLANT, ABOUT 150 YARDS WEST OF THE
 JA0111'LEHIGHE CEMENT PLANT, 158 FEET SOUTH OF THE EXTENDED CENTER LINE
 JA0111'OF EAST WARREN STREET, 175 FEET NORTH OF THE CENTER LINE OF THE
 JA0111'SOUTH ENTRANCE ROAD TO THE PLANT, 33 FEET SOUTH OF THE CENTER
 JA0111'LINE OF THE NORTH DRIVE TO THE PLANT, 23 FEET EAST OF THE
 JA0111'CENTERLINE OF MERIDAN ROAD RUNNING NORTH-SOUTH, 8 FEET EAST OF
 JA0111'A POWER POLE 3736, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 JA0111'ABOUT 2 FEET ABOVE THE LEVEL OF MERIDAN ROAD, AND SET IN THE TOP
 JA0111'OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE MARK IS 100
 JA0111'FT S OF THE INTERSECTION OF E. WARREN ST. AND MERIDIAN RD, 21 FT
 JA0111'E OF THE CENTERLINE OF MERIDIAN RD, 15 FT NE OF A POWER POLE AND
 JA0111'1 FOOT W OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 IN.
 JA0111
 JA0111                          STATION RECOVERY (1967)
 JA0111
 JA0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1702 ***********************************************************************
 JA1702  DESIGNATION -  MITCHELL L P CEMENT CO W STACK
 JA1702  PID         -  JA1702
 JA1702  STATE/COUNTY-  IN/LAWRENCE
 JA1702  COUNTRY     -  US
 JA1702  USGS QUAD   -  MITCHELL (2019)
 JA1702
 JA1702                         *CURRENT SURVEY CONTROL
 JA1702  ______________________________________________________________________
 JA1702* NAD 83(1997) POSITION- 38 44 12.57694(N) 086 27 26.35307(W)   ADJUSTED
 JA1702  ______________________________________________________________________
 JA1702  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 JA1702  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 JA1702  HORZ ORDER      -  THIRD
 JA1702
 JA1702.The horizontal coordinates were established by classical geodetic methods
 JA1702.and adjusted by the National Geodetic Survey in May 1999.
 JA1702
 JA1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1702.GEOID18 height accuracy estimate available here.
 JA1702
 JA1702.Click photographs - Photos may exist for this station.
 JA1702
 JA1702.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1702
 JA1702. The following values were computed from the NAD 83(1997) position.
 JA1702
 JA1702;                    North         East     Units Scale Factor Converg.
 JA1702;SPC IN W     -   387,467.704   954,427.996   MT  1.00000313   +0 23 30.2
 JA1702;SPC IN W     - 1,271,216.96  3,131,319.18   sFT  1.00000313   +0 23 30.2
 JA1702;UTM  16      - 4,287,712.416   547,165.321   MT  0.99962739   +0 20 22.5
 JA1702
 JA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4716587712(NAD 83)
 JA1702
 JA1702                          SUPERSEDED SURVEY CONTROL
 JA1702
 JA1702  NAD 83(1986)-  38 44 12.58202(N)    086 27 26.35530(W) AD(       ) 3
 JA1702  NAD 27      -  38 44 12.39200(N)    086 27 26.38400(W) AD(       ) 3
 JA1702
 JA1702.Superseded values are not recommended for survey control.
 JA1702
 JA1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1702.See file dsdata.pdf to determine how the superseded data were derived.
 JA1702
 JA1702_MARKER: 63 = STACK
 JA1702
 JA1702  HISTORY     - Date     Condition        Report By
 JA1702  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1702
 JA1702                          STATION DESCRIPTION
 JA1702
 JA1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1702'THIS IS AN INTERSECTION STATION.
 JA1702'
 JA1702'THE STATION IS THE TOP OF THE WEST BOILER STACK OF 10 SIMILAR STACKS
 JA1702'BUILT IN AN EAST AND WEST LINE AND LOCATED ON THE EASTERN
 JA1702'OUTSKIRTS OF TOWN. THE 10 STACKS IN THE EAST AND WEST LINE ARE ALL
 JA1702'THE SAME HEIGHT WHICH IS HIGHER THAN OTHER STACKS ON THE
 JA1702'CEMENT COMPANY PROPERTY. THE STACK IS BUILT OF CONCRETE AND IS ABOUT
 JA1702'115 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1703 ***********************************************************************
 JA1703  DESIGNATION -  MITCHELL MUNICIPAL TANK
 JA1703  PID         -  JA1703
 JA1703  STATE/COUNTY-  IN/LAWRENCE
 JA1703  COUNTRY     -  US
 JA1703  USGS QUAD   -  MITCHELL (2019)
 JA1703
 JA1703                         *CURRENT SURVEY CONTROL
 JA1703  ______________________________________________________________________
 JA1703* NAD 83(1997) POSITION- 38 44 21.16298(N) 086 27 12.66418(W)   ADJUSTED
 JA1703  ______________________________________________________________________
 JA1703  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 JA1703  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JA1703  HORZ ORDER      -  THIRD
 JA1703
 JA1703.The horizontal coordinates were established by classical geodetic methods
 JA1703.and adjusted by the National Geodetic Survey in May 1999.
 JA1703
 JA1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1703.GEOID18 height accuracy estimate available here.
 JA1703
 JA1703.Click photographs - Photos may exist for this station.
 JA1703
 JA1703.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1703
 JA1703. The following values were computed from the NAD 83(1997) position.
 JA1703
 JA1703;                    North         East     Units Scale Factor Converg.
 JA1703;SPC IN W     -   387,734.727   954,756.779   MT  1.00000357   +0 23 38.9
 JA1703;SPC IN W     - 1,272,093.02  3,132,397.87   sFT  1.00000357   +0 23 38.9
 JA1703;UTM  16      - 4,287,979.039   547,494.224   MT  0.99962778   +0 20 31.1
 JA1703
 JA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4749487979(NAD 83)
 JA1703
 JA1703                          SUPERSEDED SURVEY CONTROL
 JA1703
 JA1703  NAD 83(1986)-  38 44 21.16803(N)    086 27 12.66623(W) AD(       ) 3
 JA1703  NAD 27      -  38 44 20.97900(N)    086 27 12.69900(W) AD(       ) 3
 JA1703
 JA1703.Superseded values are not recommended for survey control.
 JA1703
 JA1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1703.See file dsdata.pdf to determine how the superseded data were derived.
 JA1703
 JA1703_MARKER: 53 = ELEVATED TANK
 JA1703
 JA1703  HISTORY     - Date     Condition        Report By
 JA1703  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1703
 JA1703                          STATION DESCRIPTION
 JA1703
 JA1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1703'THIS IS AN INTERSECTION STATION.
 JA1703'
 JA1703'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED 0.4 MILE EAST
 JA1703'OF THE TOWN ON THE PUMP ROAD. IT IS BUILT OF STEEL AND IS ABOUT
 JA1703'90 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0108 ***********************************************************************
 JA0108  DESIGNATION -  MITCHELL RM 3
 JA0108  PID         -  JA0108
 JA0108  STATE/COUNTY-  IN/LAWRENCE
 JA0108  COUNTRY     -  US
 JA0108  USGS QUAD   -  MITCHELL (2019)
 JA0108
 JA0108                         *CURRENT SURVEY CONTROL
 JA0108  ______________________________________________________________________
 JA0108* NAD 83(1986) POSITION- 38 44 05.44   (N) 086 27 52.18   (W)   HD_HELD1
 JA0108* NAVD 88 ORTHO HEIGHT -   204.72  (meters)      671.7   (feet) RESET
 JA0108  ______________________________________________________________________
 JA0108  GEOID HEIGHT    -        -33.145 (meters)                     GEOID18
 JA0108  VERT ORDER      -  THIRD
 JA0108
 JA0108.The horizontal coordinates were determined by differentially corrected
 JA0108.hand held GPS observations or other comparable positioning techniques
 JA0108.and have an estimated accuracy of +/- 3 meters.
 JA0108
 JA0108.The orthometric height was computed from unverified reset data.
 JA0108
 JA0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0108.GEOID18 height accuracy estimate available here.
 JA0108
 JA0108.Click photographs - Photos may exist for this station.
 JA0108
 JA0108;                    North         East    Units  Estimated Accuracy
 JA0108;SPC IN W     -   387,243.4     953,805.7     MT  (+/- 3 meters HH1 GPS) 
 JA0108
 JA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4654387488(NAD 83)
 JA0108
 JA0108                          SUPERSEDED SURVEY CONTROL
 JA0108
 JA0108  NGVD 29 (??/??/??)  204.84   (m)          672.0    (f) RESET       3  
 JA0108
 JA0108.Superseded values are not recommended for survey control.
 JA0108
 JA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0108.See file dsdata.pdf to determine how the superseded data were derived.
 JA0108
 JA0108_MARKER: DR = REFERENCE MARK DISK
 JA0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0108_STAMPING: MITCHELL 1946 NO 3 1967
 JA0108_MARK LOGO: CGS
 JA0108_PROJECTION: FLUSH
 JA0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0108+STABILITY: SURFACE MOTION
 JA0108
 JA0108  HISTORY     - Date     Condition        Report By
 JA0108  HISTORY     - 1967     MONUMENTED       CGS
 JA0108
 JA0108                          STATION DESCRIPTION
 JA0108
 JA0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0108'AT MITCHELL.
 JA0108'THE MARK IS LOCATED AT THE EAST END OF MAIN STREET IN MITCHELL.
 JA0108'IT IS 60 FEET SOUTH OF A FLAG POLE AND 2 FEET NORTHEAST OF THE
 JA0108'END OF A CONCRETE DRIVEWAY.  THE DISK IS SET IN THE TOP OF A
 JA0108'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JA0108'THE DISK IS STAMPED MITCHELL 1946 NO 3 1967.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0110 ***********************************************************************
 JA0110  DESIGNATION -  MITCHELL RM 4
 JA0110  PID         -  JA0110
 JA0110  STATE/COUNTY-  IN/LAWRENCE
 JA0110  COUNTRY     -  US
 JA0110  USGS QUAD   -  MITCHELL (2019)
 JA0110
 JA0110                         *CURRENT SURVEY CONTROL
 JA0110  ______________________________________________________________________
 JA0110* NAD 83(1986) POSITION- 38 44 05.87   (N) 086 27 52.69   (W)   HD_HELD1
 JA0110* NAVD 88 ORTHO HEIGHT -   204.98  (meters)      672.5   (feet) RESET
 JA0110  ______________________________________________________________________
 JA0110  GEOID HEIGHT    -        -33.145 (meters)                     GEOID18
 JA0110  VERT ORDER      -  THIRD
 JA0110
 JA0110.The horizontal coordinates were determined by differentially corrected
 JA0110.hand held GPS observations or other comparable positioning techniques
 JA0110.and have an estimated accuracy of +/- 3 meters.
 JA0110
 JA0110.The orthometric height was computed from unverified reset data.
 JA0110
 JA0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0110.GEOID18 height accuracy estimate available here.
 JA0110
 JA0110.Click photographs - Photos may exist for this station.
 JA0110
 JA0110;                    North         East    Units  Estimated Accuracy
 JA0110;SPC IN W     -   387,256.6     953,793.3     MT  (+/- 3 meters HH1 GPS) 
 JA0110
 JA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4653087501(NAD 83)
 JA0110
 JA0110                          SUPERSEDED SURVEY CONTROL
 JA0110
 JA0110  NGVD 29 (??/??/??)  205.09   (m)          672.9    (f) RESET       3  
 JA0110
 JA0110.Superseded values are not recommended for survey control.
 JA0110
 JA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0110.See file dsdata.pdf to determine how the superseded data were derived.
 JA0110
 JA0110_MARKER: DR = REFERENCE MARK DISK
 JA0110_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0110+WITH SETTING: PAVEMENT
 JA0110_SP_SET: FLAG POLE CONCRETE BASE
 JA0110_STAMPING: MITCHELL 1946 NO 4 1967
 JA0110_MARK LOGO: CGS
 JA0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0110+STABILITY: SURFACE MOTION
 JA0110
 JA0110  HISTORY     - Date     Condition        Report By
 JA0110  HISTORY     - 1967     MONUMENTED       CGS
 JA0110
 JA0110                          STATION DESCRIPTION
 JA0110
 JA0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0110'AT MITCHELL.
 JA0110'THE MARK IS LOCATED AT THE EAST END OF MAIN STREET IN MITCHELL.
 JA0110'IT IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF A FLAG POLE,
 JA0110'21 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE DRIVEWAY
 JA0110'AND 15 FEET SOUTHWEST OF AN 18 INCH MAPLE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0223 ***********************************************************************
 LB0223  DESIGNATION -  MM 175
 LB0223  PID         -  LB0223
 LB0223  STATE/COUNTY-  IN/MIAMI
 LB0223  COUNTRY     -  US
 LB0223  USGS QUAD   -  TWELVE MILE (2019)
 LB0223
 LB0223                         *CURRENT SURVEY CONTROL
 LB0223  ______________________________________________________________________
 LB0223* NAD 83(1986) POSITION- 40 45 04.     (N) 086 07 33.     (W)   SCALED
 LB0223* NAVD 88 ORTHO HEIGHT -   195.610 (meters)      641.76  (feet) ADJUSTED
 LB0223  ______________________________________________________________________
 LB0223  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 LB0223  DYNAMIC HEIGHT  -        195.516 (meters)      641.46  (feet) COMP
 LB0223  MODELED GRAVITY -    980,139.9   (mgal)                       NAVD 88
 LB0223
 LB0223  VERT ORDER      -  SECOND    CLASS 0
 LB0223
 LB0223.The horizontal coordinates were scaled from a map and have
 LB0223.an estimated accuracy of +/- 6 seconds.
 LB0223
 LB0223.The orthometric height was determined by differential leveling and
 LB0223.adjusted by the NATIONAL GEODETIC SURVEY
 LB0223.in June 1991.
 LB0223
 LB0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0223.GEOID18 height accuracy estimate available here.
 LB0223
 LB0223.Click photographs - Photos may exist for this station.
 LB0223
 LB0223.The dynamic height is computed by dividing the NAVD 88
 LB0223.geopotential number by the normal gravity value computed on the
 LB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0223.degrees latitude (g = 980.6199 gals.).
 LB0223
 LB0223.The modeled gravity was interpolated from observed gravity values.
 LB0223
 LB0223;                    North         East    Units  Estimated Accuracy
 LB0223;SPC IN E     -   611,020.       61,220.      MT  (+/- 180 meters Scaled)
 LB0223
 LB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737114(NAD 83)
 LB0223
 LB0223                          SUPERSEDED SURVEY CONTROL
 LB0223
 LB0223  NGVD 29 (??/??/92)  195.736  (m)          642.18   (f) ADJ UNCH    2 0
 LB0223
 LB0223.Superseded values are not recommended for survey control.
 LB0223
 LB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0223.See file dsdata.pdf to determine how the superseded data were derived.
 LB0223
 LB0223_MARKER: DB = BENCH MARK DISK
 LB0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0223_SP_SET: CULVERT HEADWALL
 LB0223_STAMPING: MM 175 1946
 LB0223_MARK LOGO: CGS
 LB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0223+STABILITY: SURFACE MOTION
 LB0223
 LB0223  HISTORY     - Date     Condition        Report By
 LB0223  HISTORY     - 1946     MONUMENTED       CGS
 LB0223
 LB0223                          STATION DESCRIPTION
 LB0223
 LB0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0223'3 MI W FROM PERU.
 LB0223'ABOUT 3.0 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION
 LB0223'AT PERU, 0.3 MILE EAST OF MILE POST 282, 2 FEET WEST OF THE EAST
 LB0223'END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT UNDER U.S.
 LB0223'HIGHWAY 24, ABOUT 100 FEET SOUTH OF THE TRACK, 16 FEET SOUTH
 LB0223'OF THE CENTER OF THE HIGHWAY, 26 FEET NORTHWEST OF TELEPHONE
 LB0223'POLE NUMBER 16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2209 ***********************************************************************
 ME2209  DESIGNATION -  MOCHEL
 ME2209  PID         -  ME2209
 ME2209  STATE/COUNTY-  IN/ST JOSEPH
 ME2209  COUNTRY     -  US
 ME2209  USGS QUAD   -  WYATT (2019)
 ME2209
 ME2209                         *CURRENT SURVEY CONTROL
 ME2209  ______________________________________________________________________
 ME2209* NAD 83(1997) POSITION- 41 33 42.36726(N) 086 10 35.49636(W)   ADJUSTED
 ME2209* NAVD 88 ORTHO HEIGHT -   261.44  (+/-2cm)      857.7   (feet) VERTCON3
 ME2209  ______________________________________________________________________
 ME2209  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME2209  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 ME2209  HORZ ORDER      -  SECOND
 ME2209  VERT ORDER      -  THIRD ? (See Below)
 ME2209
 ME2209.The horizontal coordinates were established by classical geodetic methods
 ME2209.and adjusted by the National Geodetic Survey in May 1999.
 ME2209
 ME2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2209
 ME2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2209.GEOID18 height accuracy estimate available here.
 ME2209
 ME2209.The vertical order pertains to the NGVD 29 superseded value.
 ME2209
 ME2209.Click photographs - Photos may exist for this station.
 ME2209
 ME2209.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2209
 ME2209. The following values were computed from the NAD 83(1997) position.
 ME2209
 ME2209;                    North         East     Units Scale Factor Converg.
 ME2209;SPC IN E     -   701,071.319    57,470.461   MT  0.99998892   -0 20 17.7
 ME2209;SPC IN E     - 2,300,098.15    188,551.00   sFT  0.99998892   -0 20 17.7
 ME2209;UTM  16      - 4,601,449.135   568,664.298   MT  0.99965802   +0 32 46.8
 ME2209
 ME2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2209!SPC IN E     -   0.99996431  x   0.99998892  =   0.99995323
 ME2209!UTM  16      -   0.99996431  x   0.99965802  =   0.99962234
 ME2209
 ME2209:                Primary Azimuth Mark                     Grid Az
 ME2209:SPC IN E     -  MOCHEL AZ MK                             175 27 31.6
 ME2209:UTM  16      -  MOCHEL AZ MK                             174 34 27.1
 ME2209
 ME2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6866401449(NAD 83)
 ME2209
 ME2209|---------------------------------------------------------------------|
 ME2209| PID    Reference Object                     Distance      Geod. Az  |
 ME2209|                                                           dddmmss.s |
 ME2209| CM3176 MOCHEL RM 2                          24.116 METERS 07949     |
 ME2209| CM3174 MOCHEL AZ MK                                       1750713.9 |
 ME2209| CM3175 MOCHEL RM 1                          34.055 METERS 34454     |
 ME2209|---------------------------------------------------------------------|
 ME2209
 ME2209                          SUPERSEDED SURVEY CONTROL
 ME2209
 ME2209  NAD 83(1994)-  41 33 42.37011(N)    086 10 35.50268(W) AD(       ) 2
 ME2209  NAD 83(1986)-  41 33 42.37054(N)    086 10 35.50359(W) AD(       ) 2
 ME2209  NAD 27      -  41 33 42.19890(N)    086 10 35.48680(W) AD(       ) 2
 ME2209  NGVD 29             261.55   (m)          858.1    (f) LEVELING    3  
 ME2209
 ME2209.Superseded values are not recommended for survey control.
 ME2209
 ME2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2209.See file dsdata.pdf to determine how the superseded data were derived.
 ME2209
 ME2209_MARKER: DS = TRIANGULATION STATION DISK
 ME2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2209_STAMPING: MOCHEL 1952
 ME2209_MARK LOGO: CGS
 ME2209_PROJECTION: FLUSH
 ME2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2209+STABILITY: SURFACE MOTION
 ME2209
 ME2209  HISTORY     - Date     Condition        Report By
 ME2209  HISTORY     - 1952     MONUMENTED       CGS
 ME2209  HISTORY     - 1984     GOOD             USPSQD
 ME2209  HISTORY     - 19950725 GOOD             USPSQD
 ME2209  HISTORY     - 20010427 GOOD             USPSQD
 ME2209
 ME2209                          STATION DESCRIPTION
 ME2209
 ME2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2209'STATION IS LOCATED IN THE SOUTH SECTION OF WOODLAND ON PROPERTY OWNED
 ME2209'BY CLEM MOCHEL.
 ME2209'
 ME2209'IT IS 60 FEET EAST OF THE CENTER OF STATE HIGHWAY 331, 59 FEET SOUTH
 ME2209'OF THE CENTER OF A DRIVEWAY, 49 FEET WEST OF THE SOUTHWEST CORNER OF A
 ME2209'BARN AND 18 FEET EAST OF A FENCE CORNER AND A WHITE WITNESS POST.  THE
 ME2209'MARK IS FLUSH AND THE DISK IS STAMPED MOCHEL 1952.
 ME2209'
 ME2209'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY, 35
 ME2209'FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 2 FEET SOUTHWEST OF A
 ME2209'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOCHEL NO 1
 ME2209'1952.
 ME2209'
 ME2209'REFERENCE MARK NO. 2 IS 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 ME2209'THE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOCHEL NO 2 1952.
 ME2209'
 ME2209'AZIMUTH MARK IS 250 FEET EAST OF THE CENTER OF STATE HIGHWAY 331 AND 1
 ME2209'FOOT NORTH OF THE NORTHWEST CORNER OF A BARN AND A WHITE WITNESS POST.
 ME2209'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOCHEL 1952.
 ME2209'
 ME2209'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 ME2209'331 FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2209'
 ME2209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 ME2209'HIGHWAY 331 IN BREMEN GO NORTH ON HIGHWAY 331 FOR 5.7 MILES TO THE
 ME2209'RAILROAD CROSSING IN WYATT, CONTINUE ON THE HIGHWAY FOR 2.4 MILES TO
 ME2209'THE SOUTH SECTION OF WOODLAND AND THE STATION ON THE RIGHT AS
 ME2209'DESCRIBED.
 ME2209'
 ME2209'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2209
 ME2209                          STATION RECOVERY (1984)
 ME2209
 ME2209'RECOVERY NOTE BY US POWER SQUADRON 1984 (AHH)
 ME2209'MOCHEL 1952 FOUND GOOD AS STATED EXCEPT FOUND TWO INCHES BELOW
 ME2209'SURFACE.  MOCHEL NO 1 1952 FOUND GOOD STATED.  MOCHEL NO 2 1952 FOUND
 ME2209'GOOD AS STATED EXCEPT FOUND TWO INCHES BELOW SURFACE IN BARNYARD.
 ME2209'MOCHEL 1952 AZ MK FOUND GOOD.  DUE TO REROUTING OF HIGHWAY THE
 ME2209'DESCRIPTION SHOULD READ AZIMUTH MARK IS 129 FT. EAST OF STATE HIGHWAY
 ME2209'331 AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF A BARN AND 51 FEET
 ME2209'SOUTH OF THE CENTER OF A DRIVEWAY THE MARK PROJECTS 4 INCHES AND IS
 ME2209'STAMPED MOCHEL 1952.
 ME2209
 ME2209                          STATION RECOVERY (1995)
 ME2209
 ME2209'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2209'RECOVERED IN GOOD CONDITION.
 ME2209
 ME2209                          STATION RECOVERY (2001)
 ME2209
 ME2209'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME2209'DELETE '18 FEET EAST OF FENCE CORNER AND WHITE WITNESS POST'(FENCE AND
 ME2209'WITNESS POST GONE). ADD 81 FEET SSW OF NORTHWEST CORNER OF BARN, 112
 ME2209'FEET SE OF REFERENCE MARK 1, FOUND AS DESCRIBED, GOOD CONDITION. ADD
 ME2209'WITNESS POST.  REFERENCE MARK 2 FOUND AS DESCRIBED, CONDITION GOOD.
 ME2209'AZIMUTH MARK (DELETE WITNESS POST) FOUND AS DESCRIBED.  CONDITION
 ME2209'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ9506 ***********************************************************************
 DQ9506  DESIGNATION -  MOHID
 DQ9506  PID         -  DQ9506
 DQ9506  STATE/COUNTY-  IN/MADISON
 DQ9506  COUNTRY     -  US
 DQ9506  USGS QUAD   -  ALEXANDRIA (2019)
 DQ9506
 DQ9506                         *CURRENT SURVEY CONTROL
 DQ9506  ______________________________________________________________________
 DQ9506* NAD 83(2011) POSITION- 40 22 20.03892(N) 085 38 30.36459(W)   ADJUSTED
 DQ9506* NAD 83(2011) ELLIP HT-   237.091 (meters)        (11/08/18)   ADJUSTED
 DQ9506* NAD 83(2011) EPOCH   -  2010.00
 DQ9506* NAVD 88 ORTHO HEIGHT -   271.201 (meters)      889.77  (feet) ADJUSTED
 DQ9506  ______________________________________________________________________
 DQ9506  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 DQ9506  NAD 83(2011) X  -    369,794.442 (meters)                     COMP
 DQ9506  NAD 83(2011) Y  - -4,852,146.724 (meters)                     COMP
 DQ9506  NAD 83(2011) Z  -  4,109,714.842 (meters)                     COMP
 DQ9506  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 DQ9506  DYNAMIC HEIGHT  -        271.061 (meters)      889.31  (feet) COMP
 DQ9506  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 DQ9506
 DQ9506  VERT ORDER      -  SECOND    CLASS II
 DQ9506
 DQ9506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9506  Standards:
 DQ9506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9506  -------------------------------------------------------------------
 DQ9506  NETWORK    0.32   0.65           0.14   0.12   0.33      0.01189992
 DQ9506  -------------------------------------------------------------------
 DQ9506  Click here for local accuracies and other accuracy information.
 DQ9506
 DQ9506.The horizontal coordinates were established by GPS observations
 DQ9506.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 DQ9506
 DQ9506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9506.been affixed to the stable North American tectonic plate. See 
 DQ9506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9506
 DQ9506.The horizontal coordinates are valid at the epoch date displayed above
 DQ9506.which is a decimal equivalence of Year/Month/Day.
 DQ9506
 DQ9506.The orthometric height was determined by differential leveling and
 DQ9506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9506.in October 2018.
 DQ9506
 DQ9506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9506.GEOID18 height accuracy estimate available here.
 DQ9506
 DQ9506.Click photographs - Photos may exist for this station.
 DQ9506
 DQ9506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9506
 DQ9506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9506
 DQ9506.The ellipsoidal height was determined by GPS observations
 DQ9506.and is referenced to NAD 83.
 DQ9506
 DQ9506.The dynamic height is computed by dividing the NAVD 88
 DQ9506.geopotential number by the normal gravity value computed on the
 DQ9506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9506.degrees latitude (g = 980.6199 gals.).
 DQ9506
 DQ9506.The modeled gravity was interpolated from observed gravity values.
 DQ9506
 DQ9506. The following values were computed from the NAD 83(2011) position.
 DQ9506
 DQ9506;                    North         East     Units Scale Factor Converg.
 DQ9506;SPC IN E     -   568,848.647   102,114.538   MT  0.99996672   +0 00 58.1
 DQ9506;SPC IN E     - 1,866,297.60    335,020.78   sFT  0.99996672   +0 00 58.1
 DQ9506;UTM  16      - 4,469,958.163   615,308.055   MT  0.99976367   +0 52 47.6
 DQ9506
 DQ9506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9506!SPC IN E     -   0.99996281  x   0.99996672  =   0.99992953
 DQ9506!UTM  16      -   0.99996281  x   0.99976367  =   0.99972649
 DQ9506
 DQ9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1530869958(NAD 83)
 DQ9506
 DQ9506                          SUPERSEDED SURVEY CONTROL
 DQ9506
 DQ9506.No superseded survey control is available for this station.
 DQ9506
 DQ9506_MARKER: F = FLANGE-ENCASED ROD
 DQ9506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ9506_STAMPING: MOHID 2017
 DQ9506_MARK LOGO: NONE
 DQ9506_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9506_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9506+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 DQ9506_ROD/PIPE-DEPTH: 11.3 meters
 DQ9506_SLEEVE-DEPTH  : 0.9 meters
 DQ9506
 DQ9506  HISTORY     - Date     Condition        Report By
 DQ9506  HISTORY     - 20170913 MONUMENTED       INDOT
 DQ9506  HISTORY     - 20180314 GOOD             INDOT
 DQ9506
 DQ9506                          STATION DESCRIPTION
 DQ9506
 DQ9506'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CHS)
 DQ9506'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF GAS CITY, 7.8
 DQ9506'MI (12.6 KM) NORTH-NORTHEAST OF ALEXANDRIA AND 3.0 MI (4.8 KM) SOUTH
 DQ9506'OF FAIRMOUNT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ9506'
 DQ9506'TO REACH FROM THE INTERSECTION OF STATE ROAD 9 AND STATE ROAD 28 (AKA
 DQ9506'COUNTY ROAD 1200 NORTH) ON THE NORTH SIDE OF ALEXANDRIA, TRAVEL 6 MI
 DQ9506'(9.7 KM) NORTH ALONG STATE ROAD 9 TO COUNTY ROAD 1800 NORTH.  TURN
 DQ9506'RIGHT (EAST) AND TRAVEL 1.6 MI (2.6 KM) ALONG COUNTY ROAD 1800 NORTH
 DQ9506'TO COUNTY ROAD NORTH 175 EAST.  TURN LEFT (NORTH-NORTHEAST) AND TRAVEL
 DQ9506'0.5 MI (0.8 KM) ALONG COUNTY ROAD NORTH 175 EAST TO A BEND IN THE ROAD
 DQ9506'AND THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE ROAD.
 DQ9506'
 DQ9506'THE MARK IS LOCATED 17 FT (5.2 M) EAST OF THE CENTERLINE OF THE ROAD,
 DQ9506'IN LINE WITH A WIRE FARM FENCE, 29.5 FT (9.0 M) EAST OF A MAG NAIL SET
 DQ9506'IN THE NORTHEAST FACE OF A 12 INCH (30 CM) BY 12 INCH (30 CM) WOODEN
 DQ9506'POST ON THE WEST SIDE OF THE ROAD, 32.64 FT (9.9 M) NORTH-NORTHEAST OF
 DQ9506'A MAG NAIL SET IN THE EAST EDGE OF PAVEMENT AND 30.83 FT (9.4 M) SOUTH
 DQ9506'OF A MAG NAIL SET IN THE EAST EDGE OF PAVEMENT.
 DQ9506'
 DQ9506'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DQ9506'
 DQ9506'THE STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY 1 FT (0.3 M)
 DQ9506'LOWER THAN THE LEVEL OF THE ROAD.
 DQ9506
 DQ9506                          STATION RECOVERY (2018)
 DQ9506
 DQ9506'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DRM)
 DQ9506'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2321 ***********************************************************************
 ME2321  DESIGNATION -  MONESMITH
 ME2321  PID         -  ME2321
 ME2321  STATE/COUNTY-  IN/FULTON
 ME2321  COUNTRY     -  US
 ME2321  USGS QUAD   -  CULVER (2019)
 ME2321
 ME2321                         *CURRENT SURVEY CONTROL
 ME2321  ______________________________________________________________________
 ME2321* NAD 83(1997) POSITION- 41 08 31.69053(N) 086 26 19.45262(W)   ADJUSTED
 ME2321* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 ME2321  ______________________________________________________________________
 ME2321  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 ME2321  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 ME2321  HORZ ORDER      -  SECOND
 ME2321
 ME2321.The horizontal coordinates were established by classical geodetic methods
 ME2321.and adjusted by the National Geodetic Survey in May 1999.
 ME2321
 ME2321.The orthometric height was scaled from a topographic map.
 ME2321
 ME2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2321.GEOID18 height accuracy estimate available here.
 ME2321
 ME2321.Click photographs - Photos may exist for this station.
 ME2321
 ME2321.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2321
 ME2321. The following values were computed from the NAD 83(1997) position.
 ME2321
 ME2321;                    North         East     Units Scale Factor Converg.
 ME2321;SPC IN E     -   654,629.984    35,183.372   MT  1.00001835   -0 30 28.7
 ME2321;SPC IN E     - 2,147,731.87    115,430.78   sFT  1.00001835   -0 30 28.7
 ME2321;SPC IN W     -   654,542.934   954,114.924   MT  1.00000269   +0 25 26.8
 ME2321;SPC IN W     - 2,147,446.28  3,130,292.05   sFT  1.00000269   +0 25 26.8
 ME2321;UTM  16      - 4,554,687.518   547,101.645   MT  0.99962730   +0 22 09.4
 ME2321
 ME2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2321!SPC IN E     -   0.99996796  x   1.00001835  =   0.99998631
 ME2321!SPC IN W     -   0.99996796  x   1.00000269  =   0.99997065
 ME2321!UTM  16      -   0.99996796  x   0.99962730  =   0.99959527
 ME2321
 ME2321:                Primary Azimuth Mark                     Grid Az
 ME2321:SPC IN E     -  MONESMITH AZ MK                          090 33 43.5
 ME2321:SPC IN W     -  MONESMITH AZ MK                          089 37 48.0
 ME2321:UTM  16      -  MONESMITH AZ MK                          089 41 05.4
 ME2321
 ME2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4710154687(NAD 83)
 ME2321
 ME2321|---------------------------------------------------------------------|
 ME2321| PID    Reference Object                     Distance      Geod. Az  |
 ME2321|                                                           dddmmss.s |
 ME2321| ME2319 CULVER MUNICIPAL TANK               APPROX. 8.6 KM 0091625.1 |
 ME2321| ME2318 CULVER MILITARY ACADEMY TANK        APPROX. 9.6 KM 0161136.3 |
 ME2321| ME2311 CULVER MILITARY ACAD CH SPIRE       APPROX. 9.7 KM 0175523.7 |
 ME2321| CM3183 MONESMITH AZ MK                                    0900314.8 |
 ME2321| CM3184 MONESMITH RM 1                       29.508 METERS 17415     |
 ME2321| CM3185 MONESMITH RM 2                       27.122 METERS 27044     |
 ME2321| ME2317 MONTEREY ST ANNS CATH CH SPIRE      APPROX. 3.9 KM 2920121.9 |
 ME2321|---------------------------------------------------------------------|
 ME2321
 ME2321                          SUPERSEDED SURVEY CONTROL
 ME2321
 ME2321  NAD 83(1986)-  41 08 31.69823(N)    086 26 19.46086(W) AD(       ) 2
 ME2321  NAD 27      -  41 08 31.55160(N)    086 26 19.43790(W) AD(       ) 2
 ME2321
 ME2321.Superseded values are not recommended for survey control.
 ME2321
 ME2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2321.See file dsdata.pdf to determine how the superseded data were derived.
 ME2321
 ME2321_MARKER: DS = TRIANGULATION STATION DISK
 ME2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2321_STAMPING: MONESMITH 1952
 ME2321_MARK LOGO: CGS
 ME2321_PROJECTION: RECESSED 46 CENTIMETERS
 ME2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2321+STABILITY: SURFACE MOTION
 ME2321
 ME2321  HISTORY     - Date     Condition        Report By
 ME2321  HISTORY     - 1952     MONUMENTED       CGS
 ME2321
 ME2321                          STATION DESCRIPTION
 ME2321
 ME2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2321'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CULVER AND 1.3 MILE WEST
 ME2321'OF DELONG ON PROPERTY OWNED BY OSCAR G. MONESMITH.  IT IS 31 FEET
 ME2321'SOUTHEAST OF THE TELEPHONE LINE POLE, 26 FEET SOUTH OF THE CENTER OF A
 ME2321'PAVED ROAD, 12 FEET SOUTHWEST OF A FENCE CORNER, 12 FEET WEST OF A
 ME2321'NORTH-SOUTH FENCELINE AND 6 FEET SOUTH OF A WHITE WITNESS POST AND AN
 ME2321'EAST-WEST FENCELINE.  THE MARK IS UNDERGROUND ABOUT 18 INCHES AND THE
 ME2321'DISK IS STAMPED MONESMITH 1952.
 ME2321'
 ME2321'REFERENCE MARK NO. 1 IS 123 FEET SOUTH OF THE CENTER OF THE PAVED
 ME2321'ROAD, 18 FEET SOUTH OF A 12 INCH TWIN HICKORY TREE AND 2 FEET WEST OF
 ME2321'A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2321'STAMPED MONESMITH NO 1 1952.
 ME2321'
 ME2321'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 9
 ME2321'FEET SOUTHEAST OF A 24 INCH CHERRY TREE AND 2 FEET SOUTH OF AN
 ME2321'EAST-WEST FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2321'STAMPED MONESMITH NO 2 1952.
 ME2321'
 ME2321'AZIMUTH MARK IS 72 FEET EAST OF THE CENTER OF A DRIVEWAY, 16 FEET
 ME2321'SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET WEST OF A WHITE WITNESS
 ME2321'POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 ME2321'THE DISK IS STAMPED MONESMITH 1952.
 ME2321'
 ME2321'TO REACH THE STATION FROM THE INTERSECTION OF THE ERIE AND THE
 ME2321'PENNSYLVANIA RAILROADS IN DELONG, GO WEST ON A PAVED ROAD FOR 0.9 MILE
 ME2321'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE STATION
 ME2321'ON THE LEFT AS DESCRIBED.
 ME2321'
 ME2321'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1492 ***********************************************************************
 MD1492  DESIGNATION -  MONGO
 MD1492  PID         -  MD1492
 MD1492  STATE/COUNTY-  IN/LAGRANGE
 MD1492  COUNTRY     -  US
 MD1492  USGS QUAD   -  MONGO (2019)
 MD1492
 MD1492                         *CURRENT SURVEY CONTROL
 MD1492  ______________________________________________________________________
 MD1492* NAD 83(1997) POSITION- 41 41 34.62916(N) 085 16 07.99392(W)   ADJUSTED
 MD1492* NAVD 88 ORTHO HEIGHT -   312.85  (+/-2cm)     1026.4   (feet) VERTCON3
 MD1492  ______________________________________________________________________
 MD1492  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 MD1492  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 MD1492  HORZ ORDER      -  FIRST
 MD1492  VERT ORDER      -  THIRD ? (See Below)
 MD1492
 MD1492.The horizontal coordinates were established by classical geodetic methods
 MD1492.and adjusted by the National Geodetic Survey in May 1999.
 MD1492
 MD1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1492
 MD1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1492.GEOID18 height accuracy estimate available here.
 MD1492
 MD1492.The vertical order pertains to the NGVD 29 superseded value.
 MD1492
 MD1492.Click photographs - Photos may exist for this station.
 MD1492
 MD1492.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1492
 MD1492. The following values were computed from the NAD 83(1997) position.
 MD1492
 MD1492;                    North         East     Units Scale Factor Converg.
 MD1492;SPC IN E     -   715,591.820   133,113.216   MT  0.99998015   +0 15 52.5
 MD1492;SPC IN E     - 2,347,737.50    436,722.28   sFT  0.99998015   +0 15 52.5
 MD1492;SPC MI S     -    21,836.216 3,924,884.411   MT  1.00012116   -0 36 50.4
 MD1492;SPC MI S     -    71,641.13 12,876,917.36   iFT  1.00012116   -0 36 50.4
 MD1492;UTM  16      - 4,617,133.742   644,056.355   MT  0.99985538   +1 09 05.9
 MD1492
 MD1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1492!SPC IN E     -   0.99995615  x   0.99998015  =   0.99993630
 MD1492!SPC MI S     -   0.99995615  x   1.00012116  =   1.00007730
 MD1492!UTM  16      -   0.99995615  x   0.99985538  =   0.99981153
 MD1492
 MD1492:                Primary Azimuth Mark                     Grid Az
 MD1492:SPC IN E     -  HOWE                                     283 06 48.5
 MD1492:SPC MI S     -  HOWE                                     283 59 31.4
 MD1492:UTM  16      -  HOWE                                     282 13 35.1
 MD1492
 MD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4405617133(NAD 83)
 MD1492
 MD1492|---------------------------------------------------------------------|
 MD1492| PID    Reference Object                     Distance      Geod. Az  |
 MD1492|                                                           dddmmss.s |
 MD1492| MD1493 MONGO 2                              13.778 METERS 17644     |
 MD1492| MD1506 LAGRANGE MUNICIPAL TANK             APPROX.13.7 KM 2462147.2 |
 MD1492| MD1510 LAGRANGE CO COURTHOUSE DOME         APPROX.13.6 KM 2464011.8 |
 MD1492| MD1507 HOWE                                APPROX.13.0 KM 2832241.0 |
 MD1492| MD1514 STURGIS MUNICIPAL TANK              APPROX.17.6 KM 3120925.6 |
 MD1492|---------------------------------------------------------------------|
 MD1492
 MD1492                          SUPERSEDED SURVEY CONTROL
 MD1492
 MD1492  NAD 83(1995)-  41 41 34.62869(N)    085 16 07.99609(W) AD(       ) 1
 MD1492  NAD 83(1994)-  41 41 34.62912(N)    085 16 07.99950(W) AD(       ) 1
 MD1492  NAD 83(1986)-  41 41 34.62907(N)    085 16 08.00436(W) AD(       ) 1
 MD1492  NAD 27      -  41 41 34.44690(N)    085 16 08.09580(W) AD(       ) 1
 MD1492  USSD        -  41 41 34.46100(N)    085 16 07.91700(W) AD(       ) 3
 MD1492  NGVD 29             312.97   (m)         1026.8    (f) LEVELING    3  
 MD1492
 MD1492.Superseded values are not recommended for survey control.
 MD1492
 MD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1492.See file dsdata.pdf to determine how the superseded data were derived.
 MD1492
 MD1492_MARKER: H = DRILL HOLE
 MD1492_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1492
 MD1492  HISTORY     - Date     Condition        Report By
 MD1492  HISTORY     - 1878     MONUMENTED       USLS
 MD1492  HISTORY     - 1935     GOOD             CGS
 MD1492  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1492  HISTORY     - 1960     GOOD             CGS
 MD1492
 MD1492                          STATION DESCRIPTION
 MD1492
 MD1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPH)
 MD1492'ABOUT 3/4 MILE NORTHEAST OF MONGO MILLS, IN SEC. 4, T. 37N., R.  11
 MD1492'E., SPRINGFIELD TOWNSHIP, ON WHAT IS KNOWN LOCALLY AS THE BARRIDGE
 MD1492'FARM, AND 185 YARDS WEST OF SOUTHWEST CORNER OF TRACT OF TIMBER, 1,462
 MD1492'FEET WEST OF 14-INCH OAK TREE FORMING CORNER OF EAST-AND-WEST FENCE
 MD1492'AND FENCE RUNNING SOUTH, IN CULTIVATED FIELD, 46.6 FEET NORTH OF
 MD1492'EAST-AND WEST FENCE AND ABOUT 21.5 FEET FROM EACH OF FOUR STEEL BARS
 MD1492'(FOUNDATION OF OBSERVATION TOWER) PROJECTING 2 OR 3 INCHES ABOVE
 MD1492'SURFACE OF GROUND AND LOCATED 45 DEGREES DIAGONALLY FROM THE CARDINAL
 MD1492'POINTS OF THE COMPASS.
 MD1492'
 MD1492'TO REACH FROM END OF CONCRETE PAVEMENT AT MONGO MILLS, GO EAST PAST
 MD1492'SCHOOLHOUSE 0.35 MILE TO END OF ROAD, THENCE NORTH 0.25 MILE TO FENCE
 MD1492'RUNNING EAST, THENCE ALONG FENCE 425 YARDS EAST.
 MD1492'
 MD1492'MARKED BY STONE POSTS.  UPPER POST IS 11 INCHES BELOW SURFACE OF
 MD1492'GROUND.  REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND
 MD1492'BEARINGS FROM STATION- 28.6 METERS (94 FEET)  S. 59 DEG. 13 MIN. E.,
 MD1492'16.7 METERS (55 FEET)  S.  14 DEG.  19 MIN. E.- AND 30.1 METERS
 MD1492'(99 FEET)  S. 57 DEG. 03 MIN. W.  IN 1935 IT WAS REPORTED THAT ALL
 MD1492'REFERENCE MARKS WERE PROBABLY LOST.  LAGRANGE COUNTY- CORNER OF SECS.
 MD1492'4, 5, 8, 9, T. 37 N., R. 11 E.  (U.S.L.S.) IS 873.5 METERS FROM
 MD1492'STATION ON BEARING S. 22 DEG. 44 MIN. W.
 MD1492
 MD1492                          STATION RECOVERY (1946)
 MD1492
 MD1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1492'STATION WAS RECOVERED AS DESCRIBED AND THE SURFACE MARK WAS FOUND
 MD1492'DESTROYED.  THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION AND
 MD1492'THE POSITION HELD FOR ESTABLISHING NEW STATION MONGO 2.  THE OLD
 MD1492'REFERENCE MARKS WERE SEARCHED FOR BUT COULD NOT BE FOUND AND ARE
 MD1492'BELIEVED TO BE LOST.  A COMPLETE DESCRIPTION FOLLOWS-
 MD1492'
 MD1492'STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF MONGO IN A PASTURE
 MD1492'OWNED BY HENRY BIR.  IT IS 46 FEET NORTH OF THE FENCE AND 64.2 FEET
 MD1492'NORTHWEST OF A BRASS SCREW IN A TRIANGULAR BLAZE ON A 10 INCH TWIN
 MD1492'WILD CHERRY TREE.  THE SUB-SURFACE MARK IS A DRILL HOLE IN AN 8 BY 8
 MD1492'INCH STONE POST.
 MD1492'
 MD1492'A NEW STATION MONGO 2 WAS ESTABLISHED AT THIS TIME AND IS 45.21 FEET
 MD1492'(13.778 METERS) SOUTH OF THE STATION IN AN EAST-WEST FENCE LINE.  IT
 MD1492'IS 49 FEET WEST OF THE BRASS SCREW IN A TRIANGULAR BLAZE ON A 10 INCH
 MD1492'TWIN WILD CHERRY TREE AND 3 FEET EAST OF A WHITE WITNESS POST.  THE
 MD1492'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MONGO 2 1946.
 MD1492'(NOTE 1A, 7A)
 MD1492'
 MD1492'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MONGO GO EAST ON
 MD1492'BLACK TOP ROAD FOR 0.3 MILE TO A T-ROAD NORTH, TURN LEFT AND GO 0.55
 MD1492'MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT, PASS THRU GATE AND
 MD1492'FOLLOW AN EAST-WEST FENCE LINE FOR 0.25 MILE TO THE STATION.
 MD1492
 MD1492                          STATION RECOVERY (1960)
 MD1492
 MD1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1492'RECOVERED A 6- BY 6-INCH SQUARE STONE POST WITH A QUARTER-INCH HOLE
 MD1492'DRILLED IN TOP CENTER AT THE GIVEN DISTANCE AND DIRECTION FROM MONGO 2
 MD1492'1946 FOR WHICH SEE ORIGINAL DESCRIPTION THEREOF BY R.C. BOLSTAD IN
 MD1492'1946.  NO OTHER PRIOR-TO-1946 MARKS WERE RECOVERED AT THIS TIME.  THE
 MD1492'EVIDENTLY EDITORIALLY COMBINED ORIGINAL 1878 DESCRIPTION AND 1935 R.
 MD1492'P. HOOVER RECOVERY NOTE STATES THAT THE STATION IS MARKED BY STONE
 MD1492'POSTS.  UPPER POST IS 11 INCHES BELOW SURFACE OF GROUND.  THIS IS
 MD1492'BELIEVED THE SAME MARK AS CALLED SUB-SURFACE MARK IN THE SECOND LINE
 MD1492'OF THE FIRST PARAGRAPH OF THE 1946 BOLSTAD RECOVERY NOTE FOR THE
 MD1492'SUBJECT STATION MONGO 1878 (USLS)
 MD1492'
 MD1492'NOTE TO OFFICE- IT IS NECESSARY THAT THE STATION BE REVISITED AFTER
 MD1492'LEAVES FALL IN THE AUTUMN IN ORDER TO RESOLVE QUESTIONS CONCERNING THE
 MD1492'AZIMUTH MARK AND MORE DETAILED INVESTIGATION WILL BE MADE AT THAT
 MD1492'TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1493 ***********************************************************************
 MD1493  DESIGNATION -  MONGO 2
 MD1493  PID         -  MD1493
 MD1493  STATE/COUNTY-  IN/LAGRANGE
 MD1493  COUNTRY     -  US
 MD1493  USGS QUAD   -  MONGO (2019)
 MD1493
 MD1493                         *CURRENT SURVEY CONTROL
 MD1493  ______________________________________________________________________
 MD1493* NAD 83(1997) POSITION- 41 41 34.18331(N) 085 16 07.95991(W)   ADJUSTED
 MD1493* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 MD1493  ______________________________________________________________________
 MD1493  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 MD1493  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 MD1493  HORZ ORDER      -  SECOND
 MD1493
 MD1493.The horizontal coordinates were established by classical geodetic methods
 MD1493.and adjusted by the National Geodetic Survey in May 1999.
 MD1493
 MD1493.The orthometric height was scaled from a topographic map.
 MD1493
 MD1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1493.GEOID18 height accuracy estimate available here.
 MD1493
 MD1493.Click photographs - Photos may exist for this station.
 MD1493
 MD1493.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1493
 MD1493. The following values were computed from the NAD 83(1997) position.
 MD1493
 MD1493;                    North         East     Units Scale Factor Converg.
 MD1493;SPC IN E     -   715,578.069   133,114.066   MT  0.99998016   +0 15 52.5
 MD1493;SPC IN E     - 2,347,692.38    436,725.06   sFT  0.99998016   +0 15 52.5
 MD1493;UTM  16      - 4,617,120.007   644,057.417   MT  0.99985538   +1 09 05.9
 MD1493
 MD1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1493!SPC IN E     -   0.99995630  x   0.99998016  =   0.99993646
 MD1493!UTM  16      -   0.99995630  x   0.99985538  =   0.99981169
 MD1493
 MD1493:                Primary Azimuth Mark                     Grid Az
 MD1493:SPC IN E     -  MONGO 2 AZ MK                            203 18 28.9
 MD1493:UTM  16      -  MONGO 2 AZ MK                            202 25 15.5
 MD1493
 MD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4405717120(NAD 83)
 MD1493
 MD1493|---------------------------------------------------------------------|
 MD1493| PID    Reference Object                     Distance      Geod. Az  |
 MD1493|                                                           dddmmss.s |
 MD1493| CC8968 MONGO 2 RM 3                         11.400 METERS 08937     |
 MD1493| CC8967 MONGO 2 AZ MK                                      2033421.4 |
 MD1493| CC8969 MONGO 2 RM 4                         12.380 METERS 26913     |
 MD1493| MD1492 MONGO                                13.778 METERS 35644     |
 MD1493|---------------------------------------------------------------------|
 MD1493
 MD1493                          SUPERSEDED SURVEY CONTROL
 MD1493
 MD1493  NAD 83(1995)-  41 41 34.18284(N)    085 16 07.96208(W) AD(       ) 2
 MD1493  NAD 83(1994)-  41 41 34.18326(N)    085 16 07.96549(W) AD(       ) 2
 MD1493  NAD 83(1986)-  41 41 34.18322(N)    085 16 07.97035(W) AD(       ) 2
 MD1493  NAD 27      -  41 41 34.00100(N)    085 16 08.06180(W) AD(       ) 2
 MD1493
 MD1493.Superseded values are not recommended for survey control.
 MD1493
 MD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1493.See file dsdata.pdf to determine how the superseded data were derived.
 MD1493
 MD1493_MARKER: DS = TRIANGULATION STATION DISK
 MD1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1493_STAMPING: MONGO 2 1946
 MD1493_MARK LOGO: CGS
 MD1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1493+STABILITY: SURFACE MOTION
 MD1493
 MD1493  HISTORY     - Date     Condition        Report By
 MD1493  HISTORY     - 1946     MONUMENTED       CGS
 MD1493  HISTORY     - 1960     GOOD             CGS
 MD1493  HISTORY     - 1981     GOOD             MIDH
 MD1493  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 MD1493
 MD1493                          STATION DESCRIPTION
 MD1493
 MD1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1493'STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF MONGO IN AN EAST-WEST
 MD1493'FENCE LINE AND ON LAND OWNED BY HENRY BIR.  IT IS 49 FEET WEST OF A
 MD1493'BRASS SCREW IN A TRIANGULAR BLAZE ON THE WEST SIDE OF A 10 INCH WILD
 MD1493'CHERRY TREE AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MD1493'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MONGO 2 1946.  A
 MD1493'TRAVERSE CONNECTION WAS MADE FROM MONGO 1935 AND THE DISTANCE IS 45.21
 MD1493'FEET (13.778 METERS)
 MD1493'
 MD1493'REFERENCE MARK NO. 1 IS 37.40 FEET EAST OF THE STATION IN THE FENCE
 MD1493'LINE.  IT IS 8 FEET WEST OF THE TRIANGLE BLAZED ON THE 10 INCH CHERRY
 MD1493'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MONGO 2 NO 3
 MD1493'1946.
 MD1493'
 MD1493'REFERENCE MARK NO. 2 IS 40.61 FEET WEST OF THE STATION IN THE FENCE
 MD1493'LINE.  IT IS 18 FEET EAST OF AN 8 INCH OAK TREE.  THE MARK PROJECTS 4
 MD1493'INCHES AND THE DISK IS STAMPED MONGO 2 NO 4 1946.
 MD1493'
 MD1493'AZIMUTH MARK IS ABOUT 0.5 MI. SOUTHWEST OF THE STATION IN THE
 MD1493'NORTHEAST ANGLE OF A T-ROAD.  IT IS 66 FEET NORTH OF THE CENTERLINE OF
 MD1493'THE EAST-WEST ROAD, 17 FEET EAST OF THE ROAD RUNNING NORTH AND 3 FEET
 MD1493'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MD1493'THE DISK IS STAMPED MONGO 2 1946.
 MD1493'
 MD1493'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MONGO, GO EAST ON
 MD1493'THE BLACK TOP ROAD FOR 0.3 MILE TO A T-ROAD NORTH AND THE AZIMUTH IN
 MD1493'THE NORTHEAST ANGLE, TURN NORTH AND GO 0.55 MILE TO A BOARD GATE ON
 MD1493'THE RIGHT, PASS THRU GATE AND FOLLOW AN EAST-WEST FENCELINE 0.25 MILE
 MD1493'TO A TRIANGLE BLAZE ON A TWIN CHERRY TREE AND STATION.
 MD1493'
 MD1493'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MD1493
 MD1493                          STATION RECOVERY (1960)
 MD1493
 MD1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1493'RECOVERED ALL MARKS IN APPARENTLY GOOD CONDITION (EVEN THO THE ARROW
 MD1493'ON THE AZIMUTH MARKS POINTS ABOUT 25 DEGREES TO THE LEFT OF THE
 MD1493'STATION) AND ESSENTIALLY AS DESCRIBED IN ORIGINAL DESCRIPTION.  THE
 MD1493'AZIMUTH TO THE AZIMUTH MARK WAS INADEQUATELY ORIGINALLY DETERMINED AND
 MD1493'IS PRESENTLY OBSTRUCTED.  IF PRACTICABLE, THIS WILL BE REMEDIED SOON
 MD1493'AFTER THE NEXT FALL OF DECIDUOUS LEAVES AND ANOTHER RECOVERY NOTE MADE
 MD1493'AT THAT TIME.  STATION MONGO 1878 (USLS) WAS RECOVERED 1.4 FEET
 MD1493'UNDERGROUND AT THE GIVEN DISTANCE AND DIRECTION LISTED IN THE ADJUSTED
 MD1493'HORIZONTAL CONTROL DATA FOR THE SUBJECT STATION.  MONGO 1878 (USLS) IS
 MD1493'A 6-INCH SQUARE STONE POST WITH A QUARTER-INCH HOLE DRILLED IN TOP
 MD1493'CENTER.
 MD1493'
 MD1493'NOTE TO OFFICE- RE THE ADEQUACY OF THE SAID AZIMUTH, SEE LETTER FROM
 MD1493'THE DIRECTOR NUMBERED 636/CAS/FRA ADDRESSED TO UNDERSIGNED DATED 20
 MD1493'SEPTEMBER 1960 ON SUBJECT- AZIMUTH MARKS AT STATIONS MONGO 2 AND VAN
 MD1493'BUREN 2.
 MD1493
 MD1493                          STATION RECOVERY (1981)
 MD1493
 MD1493'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 MD1493'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 MD1493'ADEQUATE.  OWNER IS VIRGIL W DUNKEL, SENIOR, HOWE, INDIANA, ROUTE 2.
 MD1493
 MD1493                          STATION RECOVERY (1994)
 MD1493
 MD1493'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2561 ***********************************************************************
 LB2561  DESIGNATION -  MONITOR RESET
 LB2561  PID         -  LB2561
 LB2561  STATE/COUNTY-  IN/TIPPECANOE
 LB2561  COUNTRY     -  US
 LB2561  USGS QUAD   -  PYRMONT (2019)
 LB2561
 LB2561                         *CURRENT SURVEY CONTROL
 LB2561  ______________________________________________________________________
 LB2561* NAD 83(1997) POSITION- 40 25 04.08442(N) 086 43 57.26084(W)   ADJUSTED
 LB2561* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 LB2561  ______________________________________________________________________
 LB2561  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LB2561  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 LB2561  HORZ ORDER      -  SECOND
 LB2561
 LB2561.The horizontal coordinates were established by classical geodetic methods
 LB2561.and adjusted by the National Geodetic Survey in May 1999.
 LB2561
 LB2561.The orthometric height was scaled from a topographic map.
 LB2561
 LB2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2561.GEOID18 height accuracy estimate available here.
 LB2561
 LB2561.Click photographs - Photos may exist for this station.
 LB2561
 LB2561.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2561
 LB2561. The following values were computed from the NAD 83(1997) position.
 LB2561
 LB2561;                    North         East     Units Scale Factor Converg.
 LB2561;SPC IN W     -   573,967.254   929,768.513   MT  0.99997757   +0 13 38.7
 LB2561;SPC IN W     - 1,883,090.90  3,050,415.53   sFT  0.99997757   +0 13 38.7
 LB2561;UTM  16      - 4,474,165.075   522,687.815   MT  0.99960634   +0 10 24.2
 LB2561
 LB2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2561!SPC IN W     -   0.99997349  x   0.99997757  =   0.99995106
 LB2561!UTM  16      -   0.99997349  x   0.99960634  =   0.99957984
 LB2561
 LB2561:                Primary Azimuth Mark                     Grid Az
 LB2561:SPC IN W     -  MONITOR AZ MK                            092 34 20.2
 LB2561:UTM  16      -  MONITOR AZ MK                            092 37 34.7
 LB2561
 LB2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2268774165(NAD 83)
 LB2561
 LB2561|---------------------------------------------------------------------|
 LB2561| PID    Reference Object                     Distance      Geod. Az  |
 LB2561|                                                           dddmmss.s |
 LB2561| CC8971 MONITOR RM 1                         26.030 METERS 02724     |
 LB2561| CC8970 MONITOR AZ MK                                      0924758.9 |
 LB2561| CC8972 MONITOR RM 2                         23.359 METERS 24433     |
 LB2561|---------------------------------------------------------------------|
 LB2561
 LB2561                          SUPERSEDED SURVEY CONTROL
 LB2561
 LB2561  NAD 83(1986)-  40 25 04.09091(N)    086 43 57.27283(W) AD(       ) 2
 LB2561  NAD 27      -  40 25 03.97160(N)    086 43 57.27310(W) AD(       ) 2
 LB2561
 LB2561.Superseded values are not recommended for survey control.
 LB2561
 LB2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2561.See file dsdata.pdf to determine how the superseded data were derived.
 LB2561
 LB2561_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2561_STAMPING: MONITOR 1948 1982
 LB2561_MARK LOGO: NGS
 LB2561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2561+STABILITY: SURFACE MOTION
 LB2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2561+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LB2561
 LB2561  HISTORY     - Date     Condition        Report By
 LB2561  HISTORY     - 1982     MONUMENTED       NGS
 LB2561  HISTORY     - 19820131 GOOD             NGS
 LB2561  HISTORY     - 20030520 GOOD             INDIV
 LB2561
 LB2561                          STATION DESCRIPTION
 LB2561
 LB2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (WFP)
 LB2561'THE STATION SURFACE WAS FOUND DESTROYED.  THE UNDERGROUND DISK WAS
 LB2561'RECOVERED IN GOOD CONDITION AND A NEW SURFACE MONUMENT WAS ESTABLISHED
 LB2561'AT THIS TIME.  REFERENCE MARK 1 WAS FOUND BADLY DEFACED AND WAS
 LB2561'BLOCKED BY A TREE, BUT WAS LEFT INTACT FOR A REFERENCE. REFERENCE MARK
 LB2561'2 WAS FOUND IN GOOD CONDITION BUT HAD TO BE DESTROYED DUE TO ROAD
 LB2561'CONSTRUCTION.  A NEW REFERENCE MARK 3 AND 4 WERE ESTABLISHED AT THIS
 LB2561'TIME.  THE AZIMUTH MARK WAS FOUND IN FAIR CONDITION, THE DISK HAS BEEN
 LB2561'DEFACED BUT IS STILL SOLID IN THE GROUND.  THE ESTIMATED CENTER WAS
 LB2561'HELD TO USE AS THE INITIAL FOR TURNING A DIRECTION TO THE NEW RMS.  A
 LB2561'NEW AN COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 7.0
 LB2561'MILES (11.3 KM) WEST OF ROSSVILLE, 6.0 MILES (9.7 KM) EAST OF
 LB2561'LAFAYETTE AND 1 MILE (1.6 KM) EAST OF MONITOR.  TO REACH THE STATION
 LB2561'FROM THE POST OFFICE IN ROSSVILLE, IND GO WEST ON IND 26 FOR 2.8 MILES
 LB2561'(4.5 KM) TO THE TOWN OF EDNA MILLS.  CONTINUE WEST ON HIGHWAY 26 FOR
 LB2561'3.2 MILES (5.1 KM) TO THE AZIMUTH MARK ON THE LEFT ON A CUTBANK.
 LB2561'CONTINUE WEST ON HIGHWAY 26 FOR 0.35 MILES (0.56 KM) TO A CROSSROAD
 LB2561'(COUNTY ROAD 900 E) GRAVEL TO THE SOUTH AN PAVED TO THE NORTH.  TURN
 LB2561'RIGHT ON GRAVEL ROAD AND GO SOUTH FOR 0.05 MILES (0.08 KM) TO THE
 LB2561'STATION ON THE LEFT AS DESCRIBED.  THE STATION IS A STANDARD, NGS,
 LB2561'DISK STAMPED---MONITOR 1948 1982---, SET INTO THE TOP OF A ROUND
 LB2561'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND.
 LB2561'THE STATION IS LOCATED 29.260 METERS (95.997 FT) WEST-NORTHWEST FROM A
 LB2561'UTILITY POLE NUMBER 6180, 13.716 METERS (45.000 FT) EAST FROM THE
 LB2561'APPROXIMATE CENTER OF A GRAVEL ROAD, WHICH IS COUNTY ROUTE 900E,
 LB2561'11.156 METERS (36.601 FT) SOUTH-SOUTHWEST FROM A FOUR TRUNKED CHERRY
 LB2561'TREE AND 1.341 METERS (4.400 FT) EAST FROM A METAL WITNESS POST.
 LB2561'REFERENCE MARK NO 1, IS A STANDARD, CGS, DISK, SET INTO THE TOP OF A
 LB2561'SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH
 LB2561'GROUND.  THE STATION IS LOCATED 37.795 METERS (123.999 FT) SOUTH FROM
 LB2561'THE APPROXIMATE CENTER OF IND HWY 26, 25.908 METERS (85.000 FT) EAST
 LB2561'FROM THE APPROXIMATE CENTER OF THE GRAVEL ROAD (COUNTY ROAD 900 E) ,
 LB2561'15.240 METERS (50.000 FT) NORTH-NORTHEAST FROM THE CHERRY TREE, AND
 LB2561'0.5 METERS (1.6 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 3, IS A
 LB2561'STANDARD, NGS, DISK STAMPED,---MONITOR 1948 NO 3 1982---, SET INTO THE
 LB2561'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH,
 LB2561'WITH GROUND.  THE STATION IS LOCATED 16.459 METERS (53.999 FT) EAST
 LB2561'FROM THE APPROXIMATE CENTER OF THE GRAVEL ROAD (COUNTY ROAD 900 E) ,
 LB2561'16.032 METERS (52.598 FT) NORTH-NORTHEAST FROM THE METAL WITNESS POST
 LB2561'SET AT STATION MONUMENT, 7.010 METERS (22.999 FT) NORTH-NORTHWEST FROM
 LB2561'THE TRIPLE-TRUNKED CHERRY TREE AND 1.219 METERS (3.999 FT) WEST FROM A
 LB2561'GROUP OF SMALL BUSHES, AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.
 LB2561'REFERENCE MARK 4, IS A STANDARD, NGS, DISK STAMPED,---MONITOR 1948 NO
 LB2561'4 1982---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30
 LB2561'CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 29.505
 LB2561'METERS (96.801 FT) EAST-SOUTHEAST FROM THE METAL WITNESS POST SET BY
 LB2561'THE STATION MONUMENT, 29.870 METERS (97.998 FT) SOUTHEAST FROM THE
 LB2561'FOUR-TRUNKED CHERRY TREE, 2.743 METERS (8.999 FT) NORTH FROM THE EDGE
 LB2561'OF A CULTIVATED FIELD AND 1.219 METERS (3.999 FT) WEST FROM THE
 LB2561'UTILITY POLE NUMBER 6180, AND 0.5 METERS (1.6 FT) HIGHER THAN THE
 LB2561'STATION.  AZIMUTH MARK NO 1, IS A STANDARD, CGS, DISK
 LB2561'STAMPED,---MONITOR 1948---, SET IN THE TOP OF A SQUARE CONCRETE
 LB2561'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 4 INCHES.  THE
 LB2561'STATION IS LOCATED 13.411 METERS (43.999 FT) SOUTH FROM THE CENTER OF
 LB2561'IND HWY 26 AND 6.828 METERS (22.402 FT) WEST FROM A UTILITY POLE.
 LB2561
 LB2561                          STATION RECOVERY (2003)
 LB2561
 LB2561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB2561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2410 ***********************************************************************
 LA2410  DESIGNATION -  MONMOUTH
 LA2410  PID         -  LA2410
 LA2410  STATE/COUNTY-  IN/ADAMS
 LA2410  COUNTRY     -  US
 LA2410  USGS QUAD   -  HOAGLAND (2019)
 LA2410
 LA2410                         *CURRENT SURVEY CONTROL
 LA2410  ______________________________________________________________________
 LA2410* NAD 83(1997) POSITION- 40 53 20.21202(N) 084 58 21.85702(W)   ADJUSTED
 LA2410* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LA2410  ______________________________________________________________________
 LA2410  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LA2410  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 LA2410  HORZ ORDER      -  THIRD
 LA2410
 LA2410.The horizontal coordinates were established by classical geodetic methods
 LA2410.and adjusted by the National Geodetic Survey in May 1999.
 LA2410
 LA2410.The orthometric height was scaled from a topographic map.
 LA2410
 LA2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2410.GEOID18 height accuracy estimate available here.
 LA2410
 LA2410.Click photographs - Photos may exist for this station.
 LA2410
 LA2410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2410
 LA2410. The following values were computed from the NAD 83(1997) position.
 LA2410
 LA2410;                    North         East     Units Scale Factor Converg.
 LA2410;SPC IN E     -   626,457.765   158,479.953   MT  1.00000874   +0 27 15.3
 LA2410;SPC IN E     - 2,055,303.52    519,946.31   sFT  1.00000874   +0 27 15.3
 LA2410;UTM  16      - 4,528,407.586   670,786.845   MT  0.99995901   +1 19 38.5
 LA2410
 LA2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2410!SPC IN E     -   0.99996636  x   1.00000874  =   0.99997510
 LA2410!UTM  16      -   0.99996636  x   0.99995901  =   0.99992537
 LA2410
 LA2410:                Primary Azimuth Mark                     Grid Az
 LA2410:SPC IN E     -  ST JOHNS LUTH CHURCH SPIRE               312 06 53.2
 LA2410:UTM  16      -  ST JOHNS LUTH CHURCH SPIRE               311 14 30.0
 LA2410
 LA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7078628407(NAD 83)
 LA2410
 LA2410|---------------------------------------------------------------------|
 LA2410| PID    Reference Object                     Distance      Geod. Az  |
 LA2410|                                                           dddmmss.s |
 LA2410| CE6212 MONMOUTH RM 1                        27.651 METERS 14018     |
 LA2410| CE6213 MONMOUTH RM 2                        27.700 METERS 30809     |
 LA2410| LA1988 ST JOHNS LUTH CHURCH SPIRE          APPROX. 3.8 KM 3123408.5 |
 LA2410|---------------------------------------------------------------------|
 LA2410
 LA2410                          SUPERSEDED SURVEY CONTROL
 LA2410
 LA2410  NAD 83(1995)-  40 53 20.21189(N)    084 58 21.85979(W) AD(       ) 3
 LA2410  NAD 83(1986)-  40 53 20.21415(N)    084 58 21.87226(W) AD(       ) 3
 LA2410  NAD 27      -  40 53 20.03320(N)    084 58 21.99450(W) AD(       ) 3
 LA2410
 LA2410.Superseded values are not recommended for survey control.
 LA2410
 LA2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2410.See file dsdata.pdf to determine how the superseded data were derived.
 LA2410
 LA2410_MARKER: DS = TRIANGULATION STATION DISK
 LA2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2410_STAMPING: MONMOUTH 1955
 LA2410_MARK LOGO: CGS
 LA2410_PROJECTION: FLUSH
 LA2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2410+STABILITY: SURFACE MOTION
 LA2410
 LA2410  HISTORY     - Date     Condition        Report By
 LA2410  HISTORY     - 1955     MONUMENTED       CGS
 LA2410  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2410  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA2410  HISTORY     - 1974     GOOD             BRADY
 LA2410
 LA2410                          STATION DESCRIPTION
 LA2410
 LA2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2410'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF DECATUR, ABOUT 200 YARDS
 LA2410'WEST OF THE HOBROCK FARM, 11 FEET NORTHEAST OF A FENCE AND THE HIGHWAY
 LA2410'RIGHT-OF-WAY AND 3 FEET NORTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS
 LA2410'POST.
 LA2410'
 LA2410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 33 AND 224
 LA2410'AT THE NORTHWEST EDGE OF DECATUR, GO NORTHWEST ON HIGHWAYS 27 AND 33
 LA2410'(NOW UNDER CONSTRUCTION) FOR 4.4 MILES TO THE STATION ON THE LEFT,
 LA2410'CONTINUE NORTHWEST ON HIGHWAYS 27 AND 33 FOR 0.3 MILE TO THE AZIMUTH
 LA2410'MARK ON THE RIGHT.
 LA2410'
 LA2410'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2410'MONMOUTH 1955.
 LA2410'
 LA2410'REFERENCE MARK 1 IS 1 FOOT NORTHEAST OF THE FENCE.  THE MARK PROJECTS
 LA2410'4 INCHES AND THE DISK IS STAMPED MONMOUTH NO 1 1955.
 LA2410'
 LA2410'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF THE FENCE.  THE MARK PROJECTS
 LA2410'4 INCHES AND THE DISK IS STAMPED MONMOUTH NO 2 1955.
 LA2410'
 LA2410'BENCH MARK A 221 IS 100 FEET EAST OF THE CENTER OF A T-JUNCTION FORMED
 LA2410'BY A GRAVELED ROAD AND HIGHWAYS 27 AND 33, 38 FEET NORTHEAST OF THE
 LA2410'CENTER OF THE HIGHWAY AND 17 FEET SOUTHEAST OF TWO TELEPHONE POLES.
 LA2410'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT
 LA2410'PROJECTS 3 INCHES AND THE DISK IS STAMPED A 221 1947.  IT IS 2-1/2
 LA2410'FEET NORTHWEST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  * HEIGHT OF
 LA2410'LIGHT ABOVE STATION MARK 30 METERS.
 LA2410
 LA2410                          STATION RECOVERY (1960)
 LA2410
 LA2410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2410'THE STATION DISK IS GONE AND R.M. 2 HAS BEEN BENT OVER AND IS NOT
 LA2410'GOOD.
 LA2410
 LA2410                          STATION RECOVERY (1963)
 LA2410
 LA2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2410'STATION SUBSURFACE, AZIMUTH, AND NO. 2 R.M. RECOVERED IN GOOD
 LA2410'CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  SUBSURFACE MARK WAS
 LA2410'LOWERED VERTICALLY, A NEW SURFACE STATION MARK SET, AND NO. 1 R.M.
 LA2410'SET ERECT IN THE ORIGINAL POSITION CHECKED FOR DISTANCE AND DIRECTION.
 LA2410'
 LA2410'ABOUT 4.7 MILES NLY ALONG NOS. 27 AND 33 U. S. HWYS. FROM THEIR
 LA2410'JUNCTION IN WESTERN PART OF DECATUR, ABOUT 0.1 MILE S OF T-JUNCTION
 LA2410'WITH ROAD FROM THE E, ABOUT 53 YARDS S OF CREST OF RIDGE, 132-1/2 FEET
 LA2410'SE OF NO. 96/133 CREOSOTED POWER POLE, 114 FEET SW OF CENTER LINE OF
 LA2410'24-FOOT CONCRETE PAVEMENT (TO BE NE PAIR OF LANES OF PROPOSED DUAL
 LA2410'HWY.), 10.5 FT. NE OF R/W FENCE, STANDARD DISKS STAMPED MONMOUTH 1955
 LA2410'1963 ARE SET IN MARKS WITH THE UPPER MARK ABOUT 0.1 FOOT LOWER THAN
 LA2410'THE GENERAL SURFACE OF THE GROUND.
 LA2410'
 LA2410'REFERENCE STAMPED MONMOUTH NO 1 1955, PROJECTS 0.3 FOOT, IS 90.69 FEET
 LA2410'OR 27.642 METERS SE OF STATION, 22 FEET NW OF NO. 96/133 POWER POLE,
 LA2410'ONE FOOT NE OF FENCE, AND 1.7 FEET NW OF STEEL WITNESS POST.
 LA2410'
 LA2410'REFERENCE STAMPED MONMOUTH NO 2 1955, PROJECTS 0.2 FOOT, IS 90.88 FEET
 LA2410'OR 27.700 METERS NW OF STATION, 42 FEET SW OF POWER POLE, AND 1 FOOT N
 LA2410'OF STEEL WITNESS POST.
 LA2410'
 LA2410'AZIMUTH MARK IS COAST SURVEY BENCH MARK STAMPED A 221 ABOUT 0.3 MILE
 LA2410'NW OF STATION, 78 FEET E OF PROJECTED CENTER LINE OF ASPHALT ROAD FROM
 LA2410'N, 56 FEET NE OF CENTER LINE OF SAID HWY. PAVEMENT, 0.3 FOOT HIGHER
 LA2410'THAN SAME, 2.3 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT
 LA2410'ABOVE GROUND.
 LA2410
 LA2410                          STATION RECOVERY (1974)
 LA2410
 LA2410'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 LA2410'MONMOUTH 1955 RECOVERED GOOD.  NO WITNESS POST.  MONMOUTH 1955 (AZIM)
 LA2410'RECOVERED GOOD.  HAS WITNESS POST.  MONMOUTH NO 1 1955 RECOVERED GOOD.
 LA2410'HAS WITNESS POST.  MONMOUTH NO.2 1955 RECOVERED GOOD.  HAS WITNESS
 LA2410'POST.  NOT ON NGS LEVELS.
 LA2410'
 LA2410'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NW OF DECATUR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1676 ***********************************************************************
 MD1676  DESIGNATION -  MONO
 MD1676  PID         -  MD1676
 MD1676  STATE/COUNTY-  IN/KOSCIUSKO
 MD1676  COUNTRY     -  US
 MD1676  USGS QUAD   -  LEESBURG (2019)
 MD1676
 MD1676                         *CURRENT SURVEY CONTROL
 MD1676  ______________________________________________________________________
 MD1676* NAD 83(1997) POSITION- 41 17 31.09473(N) 085 51 29.13580(W)   ADJUSTED
 MD1676* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 MD1676  ______________________________________________________________________
 MD1676  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 MD1676  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 MD1676  HORZ ORDER      -  SECOND
 MD1676
 MD1676.The horizontal coordinates were established by classical geodetic methods
 MD1676.and adjusted by the National Geodetic Survey in May 1999.
 MD1676
 MD1676.The orthometric height was scaled from a topographic map.
 MD1676
 MD1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1676.GEOID18 height accuracy estimate available here.
 MD1676
 MD1676.Click photographs - Photos may exist for this station.
 MD1676
 MD1676.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1676
 MD1676. The following values were computed from the NAD 83(1997) position.
 MD1676
 MD1676;                    North         East     Units Scale Factor Converg.
 MD1676;SPC IN E     -   671,000.109    83,966.099   MT  0.99996983   -0 07 34.8
 MD1676;SPC IN E     - 2,201,439.52    275,478.78   sFT  0.99996983   -0 07 34.8
 MD1676;UTM  16      - 4,571,798.186   595,611.893   MT  0.99971250   +0 45 12.9
 MD1676
 MD1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1676!SPC IN E     -   0.99996545  x   0.99996983  =   0.99993528
 MD1676!UTM  16      -   0.99996545  x   0.99971250  =   0.99967796
 MD1676
 MD1676:                Primary Azimuth Mark                     Grid Az
 MD1676:SPC IN E     -  WINONA RESET                             147 03 14.9
 MD1676:UTM  16      -  WINONA RESET                             146 10 27.2
 MD1676
 MD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9561171798(NAD 83)
 MD1676
 MD1676|---------------------------------------------------------------------|
 MD1676| PID    Reference Object                     Distance      Geod. Az  |
 MD1676|                                                           dddmmss.s |
 MD1676| MD1050 B 160                                27.752 METERS 06622     |
 MD1676| MD1652 WINONA RESET                        APPROX. 7.5 KM 1465540.1 |
 MD1676| CC8973 MONO RM 1                            28.304 METERS 15329     |
 MD1676|---------------------------------------------------------------------|
 MD1676
 MD1676                          SUPERSEDED SURVEY CONTROL
 MD1676
 MD1676  NAD 83(1986)-  41 17 31.09833(N)    085 51 29.14536(W) AD(       ) 2
 MD1676  NAD 27      -  41 17 30.92980(N)    085 51 29.17200(W) AD(       ) 2
 MD1676
 MD1676.Superseded values are not recommended for survey control.
 MD1676
 MD1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1676.See file dsdata.pdf to determine how the superseded data were derived.
 MD1676
 MD1676_MARKER: DS = TRIANGULATION STATION DISK
 MD1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1676_STAMPING: MONO 1947
 MD1676_MARK LOGO: CGS
 MD1676_PROJECTION: FLUSH
 MD1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1676+STABILITY: SURFACE MOTION
 MD1676
 MD1676  HISTORY     - Date     Condition        Report By
 MD1676  HISTORY     - 1947     MONUMENTED       CGS
 MD1676  HISTORY     - 1988     MARK NOT FOUND   LOCENG
 MD1676
 MD1676                          STATION DESCRIPTION
 MD1676
 MD1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1676'STATION IS LOCATED ABOUT 4 MILES NORTH OF WARSAW ON THE SOUTHEAST
 MD1676'CORNER OF SMITH AIRPORT.  IT IS 125 FEET SOUTH OF THE SOUTHEAST CORNER
 MD1676'OF THE HANGER, 113 FEET NORTHWEST OF THE T-ROAD INTERSECTION, 110 FEET
 MD1676'WEST OF THE CENTER OF STATE HIGHWAY 15 AND 62 FEET NORTH OF THE CENTER
 MD1676'OF A PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MONO 1947.
 MD1676'
 MD1676'REFERENCE MARK NO. 1 IS 92.86 FEET SOUTHEAST OF THE STATION.  IT IS 46
 MD1676'FEET WEST OF CENTER OF STATE HIGHWAY 15, 22 FEET SOUTH OF THE PAVED
 MD1676'ROAD AND 5 FEET WEST OF THE FENCE CORNER.  THE MARK PRJECTS ABOUT 6
 MD1676'INCHES AND THE DISK IS STAMPED MONO NO 1 1947.
 MD1676'
 MD1676'B 160 (USC AND GS) BM WAS USED AS A REFERENCE MARK AND IS 91.05 FEET
 MD1676'NORTHEAST OF THE STATION.  IT IS 38 FEET WEST OF THE CENTER OF HIGHWAY
 MD1676'15, 3 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET NORTH OF A WHITE
 MD1676'WITNESS POST.  THE MARK IS A 12 X 12 INCH CONCRETE POST PROJECTING
 MD1676'ABOUT 3 INCHES WITH A STANDARD USC AND GS BM DISK STAMPED B 160 1946.
 MD1676'
 MD1676'C 160 (USC AND GS) BM WAS USED AS AN AZIMUTH MARK AND IS 0.3 MILE
 MD1676'NORTH OF THE STATION ON THE WEST SIDE OF STATE HIGHWAY 15.  IT IS 38
 MD1676'FEET WEST OF THE CENTER OF THE HIGHWAY, 3 FEET SOUTH OF A TELEPHONE
 MD1676'POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS A 12 X 12
 MD1676'INCH CONCRETE POST PROJECTING ABOUT 2 INCHES WITH A STANDARD USC AND
 MD1676'GS B DISK STAMPED C 160 1946.
 MD1676'
 MD1676'TO REACH THE STATION FROM THE INTERSECTION OF EAST CENTER AND NORTH
 MD1676'DETROIT STREETS IN WARSAW, GO NORTH ON NORTH DETROIT STREET (STATE
 MD1676'HIGHWAY 15) FOR 3.8 MILES TO A T-ROAD LEFT AND STATION AS DESCRIBED.
 MD1676'CONTINUE STRAIGHT AHEAD 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1676'DESCRIBED.
 MD1676'
 MD1676'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1676
 MD1676                          STATION RECOVERY (1988)
 MD1676
 MD1676'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (JLS)
 MD1676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2670 ***********************************************************************
 LB2670  DESIGNATION -  MONON
 LB2670  PID         -  LB2670
 LB2670  STATE/COUNTY-  IN/WHITE
 LB2670  COUNTRY     -  US
 LB2670  USGS QUAD   -  MONON (2019)
 LB2670
 LB2670                         *CURRENT SURVEY CONTROL
 LB2670  ______________________________________________________________________
 LB2670* NAD 83(1997) POSITION- 40 49 48.12856(N) 086 52 38.59796(W)   ADJUSTED
 LB2670* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2670  ______________________________________________________________________
 LB2670  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 LB2670  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 LB2670  HORZ ORDER      -  SECOND
 LB2670
 LB2670.The horizontal coordinates were established by classical geodetic methods
 LB2670.and adjusted by the National Geodetic Survey in May 1999.
 LB2670
 LB2670.The orthometric height was scaled from a topographic map.
 LB2670
 LB2670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2670.GEOID18 height accuracy estimate available here.
 LB2670
 LB2670.Click photographs - Photos may exist for this station.
 LB2670
 LB2670.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2670
 LB2670. The following values were computed from the NAD 83(1997) position.
 LB2670
 LB2670;                    North         East     Units Scale Factor Converg.
 LB2670;SPC IN W     -   619,704.318   917,371.082   MT  0.99997038   +0 08 04.7
 LB2670;SPC IN W     - 2,033,146.58  3,009,741.62   sFT  0.99997038   +0 08 04.7
 LB2670;UTM  16      - 4,519,896.925   510,338.275   MT  0.99960132   +0 04 48.6
 LB2670
 LB2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2670!SPC IN W     -   0.99997111  x   0.99997038  =   0.99994149
 LB2670!UTM  16      -   0.99997111  x   0.99960132  =   0.99957244
 LB2670
 LB2670:                Primary Azimuth Mark                     Grid Az
 LB2670:SPC IN W     -  MONON AZ MK                              169 54 42.4
 LB2670:UTM  16      -  MONON AZ MK                              169 57 58.5
 LB2670
 LB2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1033819896(NAD 83)
 LB2670
 LB2670|---------------------------------------------------------------------|
 LB2670| PID    Reference Object                     Distance      Geod. Az  |
 LB2670|                                                           dddmmss.s |
 LB2670| CC8974 MONON AZ MK                                        1700247.1 |
 LB2670| LB2660 REYNOLDS MUNICIPAL TANK             APPROX. 8.6 KM 1783039.9 |
 LB2670| CC8975 MONON RM 1                           27.417 METERS 18257     |
 LB2670| CC8976 MONON RM 2                           21.544 METERS 22744     |
 LB2670| LB2663 MONON MUNICIPAL TANK                APPROX. 3.4 KM 3581049.1 |
 LB2670|---------------------------------------------------------------------|
 LB2670
 LB2670                          SUPERSEDED SURVEY CONTROL
 LB2670
 LB2670  NAD 83(1986)-  40 49 48.13340(N)    086 52 38.60729(W) AD(       ) 2
 LB2670  NAD 27      -  40 49 47.98940(N)    086 52 38.54740(W) AD(       ) 2
 LB2670
 LB2670.Superseded values are not recommended for survey control.
 LB2670
 LB2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2670.See file dsdata.pdf to determine how the superseded data were derived.
 LB2670
 LB2670_MARKER: DS = TRIANGULATION STATION DISK
 LB2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2670_STAMPING: MONON 1948
 LB2670_MARK LOGO: CGS
 LB2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2670+STABILITY: SURFACE MOTION
 LB2670
 LB2670  HISTORY     - Date     Condition        Report By
 LB2670  HISTORY     - 1948     MONUMENTED       CGS
 LB2670  HISTORY     - 1975     GOOD             BRADY
 LB2670
 LB2670                          STATION DESCRIPTION
 LB2670
 LB2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2670'STATION IS LOCATED 5-1/2 MILES NORTH OF REYNOLDS AND 2 MILES SOUTH OF
 LB2670'MONON ON THE WEST SIDE OF STATE HIGHWAY NO. 43 ON PROPERTY OWNED BY
 LB2670'MR. CLAUDE THACKER.  IT IS 174 FEET WEST OF THE CENTER OF HIGHWAY,
 LB2670'159 FEET NORTHWEST OF A 18 INCH HICKORY TREE AND 8 FEET WEST OF A
 LB2670'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2670'STAMPED MONON 1948.
 LB2670'
 LB2670'REFERENCE MARK NO. 1 IS 89.95 FEET SOUTH OF THE STATION.  IT IS 78
 LB2670'FEET NORTHWEST OF AN 18 INCH HICKORY TREE.  THE MARK PROJECTS 10
 LB2670'INCHES AND THE DISK IS STAMPED MONON NO 1 1948.
 LB2670'
 LB2670'REFERENCE MARK NO. 2 IS 70.68 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2670'ON THE SOUTHWEST SLOPE OF HILL.  THE MARK PROJECTS 10 INCHES AND THE
 LB2670'DISK IS STAMPED MONON NO 2 1948.
 LB2670'
 LB2670'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 55 FEET
 LB2670'EAST OF THE CENTER OF HIGHWAY, 22 FEET WEST OF THE WEST RAIL OF THE
 LB2670'MONON RAILROAD, 12 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND 3
 LB2670'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 LB2670'DISK IS STAMPED MONON 1948.
 LB2670'
 LB2670'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 43
 LB2670'AND THE MONON RAILROAD IN MONON GO SOUTH ON STATE HIGHWAY NO. 43
 LB2670'FOR 2.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 LB2670'0.3 MILE TO A GRAVEL CROSSROAD AND THE AZIMUTH MARK IN THE
 LB2670'SOUTHEAST ANGLE.
 LB2670'
 LB2670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2670
 LB2670                          STATION RECOVERY (1975)
 LB2670
 LB2670'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 LB2670'MONON 1920 RESET 1962 RECOVERED IN GOOD CONDITION.
 LB2670'
 LB2670'DISTANCE AND DIRECTION FROM NEAREST TOWN--C MONON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2663 ***********************************************************************
 LB2663  DESIGNATION -  MONON MUNICIPAL TANK
 LB2663  PID         -  LB2663
 LB2663  STATE/COUNTY-  IN/WHITE
 LB2663  COUNTRY     -  US
 LB2663  USGS QUAD   -  MONON (2019)
 LB2663
 LB2663                         *CURRENT SURVEY CONTROL
 LB2663  ______________________________________________________________________
 LB2663* NAD 83(1997) POSITION- 40 51 39.43228(N) 086 52 43.25562(W)   ADJUSTED
 LB2663  ______________________________________________________________________
 LB2663  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 LB2663  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 LB2663  HORZ ORDER      -  THIRD
 LB2663
 LB2663.The horizontal coordinates were established by classical geodetic methods
 LB2663.and adjusted by the National Geodetic Survey in May 1999.
 LB2663
 LB2663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2663.GEOID18 height accuracy estimate available here.
 LB2663
 LB2663.Click photographs - Photos may exist for this station.
 LB2663
 LB2663.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2663
 LB2663. The following values were computed from the NAD 83(1997) position.
 LB2663
 LB2663;                    North         East     Units Scale Factor Converg.
 LB2663;SPC IN W     -   623,137.390   917,253.932   MT  0.99997033   +0 08 02.0
 LB2663;SPC IN W     - 2,044,409.92  3,009,357.28   sFT  0.99997033   +0 08 02.0
 LB2663;UTM  16      - 4,523,328.840   510,224.433   MT  0.99960129   +0 04 45.7
 LB2663
 LB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1022423328(NAD 83)
 LB2663
 LB2663                          SUPERSEDED SURVEY CONTROL
 LB2663
 LB2663  NAD 83(1986)-  40 51 39.43663(N)    086 52 43.26533(W) AD(       ) 3
 LB2663  NAD 27      -  40 51 39.29300(N)    086 52 43.20600(W) AD(       ) 3
 LB2663
 LB2663.Superseded values are not recommended for survey control.
 LB2663
 LB2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2663.See file dsdata.pdf to determine how the superseded data were derived.
 LB2663
 LB2663_MARKER: 53 = ELEVATED TANK
 LB2663
 LB2663  HISTORY     - Date     Condition        Report By
 LB2663  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2663
 LB2663                          STATION DESCRIPTION
 LB2663
 LB2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2663'THIS IS AN INTERSECTION STATION.
 LB2663'
 LB2663'STATION IS LOCATED IN THE CENTER OF MONON.  IT IS 75 FEET NORTH OF
 LB2663'THE MONON RAILROAD AND 100 FEET EAST OF STATE HIGHWAY NO. 43.  THE
 LB2663'STATION IS A STEEL WATER TANK 150 FEET HIGH PAINTED SILVER
 LB2663'SUPPORTED BY A STEEL STANDPIPE.  THE POINT OBSERVED ON WAS THE BALL
 LB2663'AT THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1194 ***********************************************************************
 LB1194  DESIGNATION -  MONON RESET
 LB1194  PID         -  LB1194
 LB1194  STATE/COUNTY-  IN/WHITE
 LB1194  COUNTRY     -  US
 LB1194  USGS QUAD   -  MONON (2019)
 LB1194
 LB1194                         *CURRENT SURVEY CONTROL
 LB1194  ______________________________________________________________________
 LB1194* NAD 83(1986) POSITION- 40 51 49.     (N) 086 52 45.     (W)   SCALED
 LB1194* NAVD 88 ORTHO HEIGHT -   208.27  (meters)      683.3   (feet) RESET
 LB1194  ______________________________________________________________________
 LB1194  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 LB1194  VERT ORDER      -  THIRD
 LB1194
 LB1194.The horizontal coordinates were scaled from a map and have
 LB1194.an estimated accuracy of +/- 6 seconds.
 LB1194
 LB1194.The orthometric height was computed from unverified reset data.
 LB1194
 LB1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1194.GEOID18 height accuracy estimate available here.
 LB1194
 LB1194.Click photographs - Photos may exist for this station.
 LB1194
 LB1194;                    North         East    Units  Estimated Accuracy
 LB1194;SPC IN W     -   623,430.      917,210.      MT  (+/- 180 meters Scaled)
 LB1194
 LB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101236(NAD 83)
 LB1194
 LB1194                          SUPERSEDED SURVEY CONTROL
 LB1194
 LB1194.No superseded survey control is available for this station.
 LB1194
 LB1194_MARKER: DB = BENCH MARK DISK
 LB1194_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1194_SP_SET: STEP
 LB1194_STAMPING: MONON RESET 1962
 LB1194_MARK LOGO: CGS
 LB1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1194
 LB1194  HISTORY     - Date     Condition        Report By
 LB1194  HISTORY     - 1962     MONUMENTED       CGS
 LB1194
 LB1194                          STATION DESCRIPTION
 LB1194
 LB1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LB1194'AT MONON.
 LB1194'ABOUT 110 YARDS N OF FOURTH STREET, ABOUT 24 YARDS W OF CENTER
 LB1194'LINE OF MARKET STREET THE CROSSING OF WHICH TWO STREETS IS THE
 LB1194'PRINCIPAL INTERSECTION IN TOWN, IN TOP OF THE THIRD STEP DOWN
 LB1194'FROM THE LEVEL OF THE MAIN FLOOR OF THE ENTRANCE STEPS OF THE
 LB1194'MUNICIPAL BUILDING IN MONON, ABOUT 3.5 FEET ABOVE GROUND LEVEL,
 LB1194'3.1 FEET E OF THE MOST EASTERLY BRICK WALL OF THE BUILDING,
 LB1194'1.4 FEET N OF S END OF THE 30-FOOT STEP, AND 1.0 FEET W OF THE
 LB1194'E EDGE OF THAT PARTICULAR STEP LEVEL.  IT IS 27.5 FEET S OF
 LB1194'BENCH MARK B 1 X RESET AND ABOUT 0.30 FOOT DIRECTLY ABOVE THE
 LB1194'NOW-ENCASED ORIGINAL BENCH MARK MONON 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1675 ***********************************************************************
 MD1675  DESIGNATION -  MONOQUET
 MD1675  PID         -  MD1675
 MD1675  STATE/COUNTY-  IN/KOSCIUSKO
 MD1675  COUNTRY     -  US
 MD1675  USGS QUAD   -  LEESBURG (2019)
 MD1675
 MD1675                         *CURRENT SURVEY CONTROL
 MD1675  ______________________________________________________________________
 MD1675* NAD 83(1997) POSITION- 41 15 55.61362(N) 085 52 15.69135(W)   ADJUSTED
 MD1675* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 MD1675  ______________________________________________________________________
 MD1675  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 MD1675  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 MD1675  HORZ ORDER      -  FIRST
 MD1675
 MD1675.The horizontal coordinates were established by classical geodetic methods
 MD1675.and adjusted by the National Geodetic Survey in May 1999.
 MD1675
 MD1675.The orthometric height was scaled from a topographic map.
 MD1675
 MD1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1675.GEOID18 height accuracy estimate available here.
 MD1675
 MD1675.Click photographs - Photos may exist for this station.
 MD1675
 MD1675.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1675
 MD1675. The following values were computed from the NAD 83(1997) position.
 MD1675
 MD1675;                    North         East     Units Scale Factor Converg.
 MD1675;SPC IN E     -   668,057.099    82,875.974   MT  0.99997027   -0 08 05.2
 MD1675;SPC IN E     - 2,191,784.00    271,902.26   sFT  0.99997027   -0 08 05.2
 MD1675;UTM  16      - 4,568,839.554   594,567.351   MT  0.99971006   +0 44 40.8
 MD1675
 MD1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1675!SPC IN E     -   0.99996278  x   0.99997027  =   0.99993306
 MD1675!UTM  16      -   0.99996278  x   0.99971006  =   0.99967286
 MD1675
 MD1675:                Primary Azimuth Mark                     Grid Az
 MD1675:SPC IN E     -  WARSAW MUNICIPAL TANK                    130 28 02.8
 MD1675:UTM  16      -  WARSAW MUNICIPAL TANK                    129 35 16.8
 MD1675
 MD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9456768839(NAD 83)
 MD1675
 MD1675|---------------------------------------------------------------------|
 MD1675| PID    Reference Object                     Distance      Geod. Az  |
 MD1675|                                                           dddmmss.s |
 MD1675| CC8978 MONOQUET RM 1                        25.761 METERS 07343     |
 MD1675| MD1653 WARSAW MUNICIPAL TANK               APPROX. 5.1 KM 1301957.6 |
 MD1675| MD1654 WARSAW GATKE GASKET CORP STACK      APPROX. 5.2 KM 1330753.5 |
 MD1675| MD1651 WINONA LAKE MUNICIPAL TANK          APPROX. 6.5 KM 1340934.0 |
 MD1675| MD1650 WARSAW N IND PUB SER RAD MAST       APPROX. 2.9 KM 1550003.7 |
 MD1675| MD1648 WARSAW COUNTY COURTHOUSE DOME       APPROX. 3.2 KM 1585317.7 |
 MD1675| CC8977 MONOQUET AZ MK                                     1872051.4 |
 MD1675| CC8979 MONOQUET RM 2                        16.307 METERS 29255     |
 MD1675|---------------------------------------------------------------------|
 MD1675
 MD1675                          SUPERSEDED SURVEY CONTROL
 MD1675
 MD1675  NAD 83(1986)-  41 15 55.61735(N)    085 52 15.70101(W) AD(       ) 1
 MD1675  NAD 27      -  41 15 55.45240(N)    085 52 15.72470(W) AD(       ) 1
 MD1675
 MD1675.Superseded values are not recommended for survey control.
 MD1675
 MD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1675.See file dsdata.pdf to determine how the superseded data were derived.
 MD1675
 MD1675_MARKER: DS = TRIANGULATION STATION DISK
 MD1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1675_STAMPING: MONOQUET 1947
 MD1675_MARK LOGO: CGS
 MD1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1675+STABILITY: SURFACE MOTION
 MD1675
 MD1675  HISTORY     - Date     Condition        Report By
 MD1675  HISTORY     - 1947     MONUMENTED       CGS
 MD1675  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 MD1675  HISTORY     - 1976     MARK NOT FOUND   NGS
 MD1675  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD1675
 MD1675                          STATION DESCRIPTION
 MD1675
 MD1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1675'STATION IS LOCATED ABOUT 1.5 MILE NORTH OF WARSAW ON A HIGH RIDGE
 MD1675'OVERLOOKING THE CITY.  IT IS 189 FEET EAST OF THE APPROXIMATE CENTER
 MD1675'OF THE ROAD, 23.5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT 200
 MD1675'FEET NORTHWEST OF A LARGE GRAVEL PIT.  THE MARK PROJECTS ABOUT 3
 MD1675'INCHES AND THE DISK IS STAMPED MONOQUET 1947.
 MD1675'
 MD1675'REFERENCE MARK NO. 1 IS 84.52 FEET EAST OF THE STATION IN THE
 MD1675'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT ONE FOOT AND THE DISK
 MD1675'IS STAMPED MONOQUET NO 1 1947.
 MD1675'
 MD1675'REFERENCE MARK NO. 2 IS 53.50 FEET NORTHWEST OF THE STATION IN THE
 MD1675'EAST-WEST FENCE LINE AND 113 FEET EAST OF THE APPROXIMATE CENTER OF
 MD1675'THE ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MD1675'MONOQUET NO 2 1947.
 MD1675'
 MD1675'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION NEAR THE ENTRANCE TO THE
 MD1675'GRAVEL PIT.  IT IS 40 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD,
 MD1675'ONE FOOT WEST OF A WHITE WITNESS POST AND 0.5 FEET NORTH OF AN
 MD1675'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1675'IS STAMPED MONOQUET 1947.
 MD1675'
 MD1675'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW GO NORTHWEST ON
 MD1675'U.S. HIGHWAY 30 FOR 0.9 MILE TO WHERE HIGHWAY 30 TURNS LEFT AND A
 MD1675'PAVED ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO A FORK JUST AFTER
 MD1675'CROSSING IRON BRIDGE, TAKE RIGHT FORK AND GO 0.25 MILE TO A BOARD GATE
 MD1675'ON THE RIGHT AND THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.2
 MD1675'MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 MD1675'
 MD1675'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1675
 MD1675                          STATION RECOVERY (1975)
 MD1675
 MD1675'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ELM)
 MD1675'STATION NOT RECOVERED.  QUARRY HAS CONSUMED AREA OF STATION.  AZIMUTH
 MD1675'MARK RECOVERED AT 2 FEET 4 INCHES EAST OF A WITNESS POST AND 1.5 FT.
 MD1675'NORTH OF AN EAST-WEST FENCE LINE.
 MD1675
 MD1675                          STATION RECOVERY (1976)
 MD1675
 MD1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MD1675'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND
 MD1675'ASSUMED DESTROYED BY THE EXPANSION OF THE GRAVEL PIT.  THE AZIMUTH
 MD1675'MARK WAS RECOVERED WITH THE ARROW ON THE DISK POINTED IN THE WRONG WAY
 MD1675'OR 90 DEGREES FROM ITS ORIGINAL POSITION.  THE DISK WAS REMOVED AND
 MD1675'SALVAGED FROM THE MARK.  DUE TO THIS THE STATION SHOULD BE CONSIDERED
 MD1675'DESTROYED.  A LOCAL RESIDENCE SHOWED WHERE THE STATION WAS LOCATED
 MD1675'BEFORE THE GRAVEL PIT WAS EXTENDED.
 MD1675'
 MD1675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 NORTH OF WARSAW.
 MD1675
 MD1675                          STATION RECOVERY (1988)
 MD1675
 MD1675'RECOVERY NOTE BY US POWER SQUADRON 1988 (JS)
 MD1675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2232 ***********************************************************************
 ME2232  DESIGNATION -  MONROE
 ME2232  PID         -  ME2232
 ME2232  STATE/COUNTY-  IN/ST JOSEPH
 ME2232  COUNTRY     -  US
 ME2232  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2232
 ME2232                         *CURRENT SURVEY CONTROL
 ME2232  ______________________________________________________________________
 ME2232* NAD 83(1997) POSITION- 41 38 25.33073(N) 086 14 39.88410(W)   ADJUSTED
 ME2232* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 ME2232  ______________________________________________________________________
 ME2232  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME2232  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 ME2232  HORZ ORDER      -  SECOND
 ME2232
 ME2232.The horizontal coordinates were established by classical geodetic methods
 ME2232.and adjusted by the National Geodetic Survey in May 1999.
 ME2232
 ME2232.The orthometric height was scaled from a topographic map.
 ME2232
 ME2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2232.GEOID18 height accuracy estimate available here.
 ME2232
 ME2232.Click photographs - Photos may exist for this station.
 ME2232
 ME2232.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2232
 ME2232. The following values were computed from the NAD 83(1997) position.
 ME2232
 ME2232;                    North         East     Units Scale Factor Converg.
 ME2232;SPC IN E     -   709,836.597    51,866.275   MT  0.99999517   -0 23 02.0
 ME2232;SPC IN E     - 2,328,855.57    170,164.60   sFT  0.99999517   -0 23 02.0
 ME2232;UTM  16      - 4,610,123.841   562,927.299   MT  0.99964873   +0 30 07.4
 ME2232
 ME2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2232!SPC IN E     -   0.99996580  x   0.99999517  =   0.99996097
 ME2232!UTM  16      -   0.99996580  x   0.99964873  =   0.99961454
 ME2232
 ME2232:                Primary Azimuth Mark                     Grid Az
 ME2232:SPC IN E     -  MONROE AZ MK                             002 23 27.3
 ME2232:UTM  16      -  MONROE AZ MK                             001 30 17.9
 ME2232
 ME2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6292710123(NAD 83)
 ME2232
 ME2232|---------------------------------------------------------------------|
 ME2232| PID    Reference Object                     Distance      Geod. Az  |
 ME2232|                                                           dddmmss.s |
 ME2232| CM3187 MONROE AZ MK                                       0020025.3 |
 ME2232| CM3188 MONROE RM 1                          29.725 METERS 00812     |
 ME2232| ME2229 S BEND S MOORE MUNICIPAL TANK       122.165 METERS 18241     |
 ME2232| CM3189 MONROE RM 2                          28.895 METERS 26206     |
 ME2232| ME2243 S BEND STUDEBAKER PLANT 3 STK       APPROX. 0.9 KM 2785717.4 |
 ME2232| ME2230 S BEND JAMES MONROE SCH STACK       285.338 METERS 34551     |
 ME2232|---------------------------------------------------------------------|
 ME2232
 ME2232                          SUPERSEDED SURVEY CONTROL
 ME2232
 ME2232  NAD 83(1994)-  41 38 25.33165(N)    086 14 39.88853(W) AD(       ) 2
 ME2232  NAD 83(1986)-  41 38 25.33231(N)    086 14 39.89008(W) AD(       ) 2
 ME2232  NAD 27      -  41 38 25.15350(N)    086 14 39.86740(W) AD(       ) 2
 ME2232
 ME2232.Superseded values are not recommended for survey control.
 ME2232
 ME2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2232.See file dsdata.pdf to determine how the superseded data were derived.
 ME2232
 ME2232_MARKER: DS = TRIANGULATION STATION DISK
 ME2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2232_STAMPING: MONROE 1952
 ME2232_MARK LOGO: CGS
 ME2232_PROJECTION: FLUSH
 ME2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2232+STABILITY: SURFACE MOTION
 ME2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2232+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 ME2232
 ME2232  HISTORY     - Date     Condition        Report By
 ME2232  HISTORY     - 1952     MONUMENTED       CGS
 ME2232  HISTORY     - 1989     GOOD             USPSQD
 ME2232  HISTORY     - 20060310 GOOD             INDIV
 ME2232
 ME2232                          STATION DESCRIPTION
 ME2232
 ME2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2232'STATION IS LOCATED IN THE SOUTH SECTION OF SOUTH BEND, AT THE
 ME2232'SOUTHEAST CORNER OF THE JAMES
 ME2232'MONROE SCHOOL PLAY GROUND AND 0.2 MILE SOUTH OF THE SCHOOL BUILDING.
 ME2232'IT IS 48 FEET WEST OF THE CENTER
 ME2232'OF FELLOWS STREET, 35 FEET NORTHWEST OF A POWER LINE POLE,
 ME2232'AND 9 FEET WEST OF THE WEST EDGE OF A
 ME2232'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 ME2232'STAMPED MONROE 1952.
 ME2232'
 ME2232'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTER OF FELLOWS STREET,
 ME2232'25 FEET SOUTHWEST OF A POWER LINE
 ME2232'POLE AND 1 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK.  THE MARK IS
 ME2232'FLUSH AND THE DISK IS STAMPED
 ME2232'MONROE NO 1 1952.
 ME2232'
 ME2232'REFERENCE MARK NO. 2 IS 142 FEET WEST OF THE CENTER OF FELLOWS STREET
 ME2232'AND 2 FEET NORTH OF THE SOUTH
 ME2232'EDGE OF THE PLAY GROUND.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2232'MONROE NO 2 1952.
 ME2232'
 ME2232'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF WOODSIDE STREET, 20
 ME2232'FEET EAST OF FELLOWS STREET,
 ME2232'16 FEET SOUTHWEST OF A FIRE HYDRANT AND 1 FOOT WEST OF THE WEST EDGE
 ME2232'OF A SIDEWALK.  THE MARK IS FLUSH
 ME2232'AND THE DISK IS STAMPED MONROE 1952.
 ME2232'
 ME2232'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2232
 ME2232                          STATION RECOVERY (1989)
 ME2232
 ME2232'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME2232'RECOVERED IN GOOD CONDITION.
 ME2232
 ME2232                          STATION RECOVERY (2006)
 ME2232
 ME2232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2232'MARK IS NOW 0.3FT BELOW GRADE AND N 44 DEGREES 12' W 33.3FT OF A
 ME2232'UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2435 ***********************************************************************
 LB2435  DESIGNATION -  MONROE
 LB2435  PID         -  LB2435
 LB2435  STATE/COUNTY-  IN/CASS
 LB2435  COUNTRY     -  US
 LB2435  USGS QUAD   -  LUCERNE (2019)
 LB2435
 LB2435                         *CURRENT SURVEY CONTROL
 LB2435  ______________________________________________________________________
 LB2435* NAD 83(1997) POSITION- 40 51 22.94346(N) 086 24 12.06182(W)   ADJUSTED
 LB2435* NAVD 88 ORTHO HEIGHT -   243.19  (+/-2cm)      797.9   (feet) VERTCON3
 LB2435  ______________________________________________________________________
 LB2435  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 LB2435  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LB2435  HORZ ORDER      -  SECOND
 LB2435  VERT ORDER      -  THIRD ? (See Below)
 LB2435
 LB2435.The horizontal coordinates were established by classical geodetic methods
 LB2435.and adjusted by the National Geodetic Survey in May 1999.
 LB2435
 LB2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2435
 LB2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2435.GEOID18 height accuracy estimate available here.
 LB2435
 LB2435.The vertical order pertains to the NGVD 29 superseded value.
 LB2435
 LB2435.Click photographs - Photos may exist for this station.
 LB2435
 LB2435.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2435
 LB2435. The following values were computed from the NAD 83(1997) position.
 LB2435
 LB2435;                    North         East     Units Scale Factor Converg.
 LB2435;SPC IN E     -   622,869.833    37,886.439   MT  1.00001413   -0 28 54.9
 LB2435;SPC IN E     - 2,043,532.11    124,299.09   sFT  1.00001413   -0 28 54.9
 LB2435;SPC IN W     -   622,831.168   957,332.776   MT  1.00000711   +0 26 41.4
 LB2435;SPC IN W     - 2,043,405.26  3,140,849.28   sFT  1.00000711   +0 26 41.4
 LB2435;UTM  16      - 4,522,984.610   550,288.037   MT  0.99963113   +0 23 25.1
 LB2435
 LB2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2435!SPC IN E     -   0.99996717  x   1.00001413  =   0.99998130
 LB2435!SPC IN W     -   0.99996717  x   1.00000711  =   0.99997428
 LB2435!UTM  16      -   0.99996717  x   0.99963113  =   0.99959831
 LB2435
 LB2435:                Primary Azimuth Mark                     Grid Az
 LB2435:SPC IN E     -  MARTIN                                   171 18 52.6
 LB2435:SPC IN W     -  MARTIN                                   170 23 16.3
 LB2435:UTM  16      -  MARTIN                                   170 26 32.6
 LB2435
 LB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5028822984(NAD 83)
 LB2435
 LB2435|---------------------------------------------------------------------|
 LB2435| PID    Reference Object                     Distance      Geod. Az  |
 LB2435|                                                           dddmmss.s |
 LB2435| LB2436 MARTIN                              489.742 METERS 1704957.7 |
 LB2435| CC8980 MONROE RM                             9.210 METERS 30821     |
 LB2435|---------------------------------------------------------------------|
 LB2435
 LB2435                          SUPERSEDED SURVEY CONTROL
 LB2435
 LB2435  NAD 83(1986)-  40 51 22.94960(N)    086 24 12.07238(W) AD(       ) 2
 LB2435  NAD 27      -  40 51 22.79630(N)    086 24 12.06410(W) AD(       ) 2
 LB2435  USSD        -  40 51 22.81800(N)    086 24 11.92200(W) AD(       ) 3
 LB2435  NGVD 29             243.30   (m)          798.2    (f) LEVELING    3  
 LB2435
 LB2435.Superseded values are not recommended for survey control.
 LB2435
 LB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2435.See file dsdata.pdf to determine how the superseded data were derived.
 LB2435
 LB2435_MARKER: N = NAIL
 LB2435_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2435_SP_SET: WOODEN STAKE
 LB2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2435
 LB2435  HISTORY     - Date     Condition        Report By
 LB2435  HISTORY     - 1920     MONUMENTED       CGS
 LB2435
 LB2435                          STATION DESCRIPTION
 LB2435
 LB2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2435'ABOUT THREE-FOURTHS MILE S OF LUCERNE, ON THE W SIDE OF THE TRACK,
 LB2435'THREE-EIGHTHS MILE S OF THE MILEPOST T. H. 124, N OF THE E BANK OF
 LB2435'THE THIRD CUT S OF LUCERNE, 6.060 METERS (19.88 FEET) W OF THE W AND
 LB2435'NEAREST RAIL.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 LB2435'TRACK.  THE STATION IS MARKED BY A 2 BY 4 STAKE AND A NAIL WITH A
 LB2435'CROSS ON THE HEAD.  THE REFERENCE MARK IS A PINE STAKE WITH AN ARROW
 LB2435'SAWED ON THE TOP POINTING TOWARD THE STATION, AND 9.21 METERS
 LB2435'(30.22 FEET) FROM IT N 51 DEG 39 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2555 ***********************************************************************
 LB2555  DESIGNATION -  MONROE
 LB2555  PID         -  LB2555
 LB2555  STATE/COUNTY-  IN/TIPPECANOE
 LB2555  COUNTRY     -  US
 LB2555  USGS QUAD   -  MULBERRY (2019)
 LB2555
 LB2555                         *CURRENT SURVEY CONTROL
 LB2555  ______________________________________________________________________
 LB2555* NAD 83(1997) POSITION- 40 17 14.74438(N) 086 44 11.50526(W)   ADJUSTED
 LB2555* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 LB2555  ______________________________________________________________________
 LB2555  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 LB2555  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LB2555  HORZ ORDER      -  SECOND
 LB2555
 LB2555.The horizontal coordinates were established by classical geodetic methods
 LB2555.and adjusted by the National Geodetic Survey in May 1999.
 LB2555
 LB2555.The orthometric height was scaled from a topographic map.
 LB2555
 LB2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2555.GEOID18 height accuracy estimate available here.
 LB2555
 LB2555.Click photographs - Photos may exist for this station.
 LB2555
 LB2555.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2555
 LB2555. The following values were computed from the NAD 83(1997) position.
 LB2555
 LB2555;                    North         East     Units Scale Factor Converg.
 LB2555;SPC IN W     -   559,489.650   929,489.442   MT  0.99997737   +0 13 27.3
 LB2555;SPC IN W     - 1,835,592.29  3,049,499.94   sFT  0.99997737   +0 13 27.3
 LB2555;UTM  16      - 4,459,693.115   522,395.218   MT  0.99960617   +0 10 13.3
 LB2555
 LB2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2555!SPC IN W     -   0.99996781  x   0.99997737  =   0.99994518
 LB2555!UTM  16      -   0.99996781  x   0.99960617  =   0.99957399
 LB2555
 LB2555:                Primary Azimuth Mark                     Grid Az
 LB2555:SPC IN W     -  CLARKS                                   140 33 26.0
 LB2555:UTM  16      -  CLARKS                                   140 36 40.0
 LB2555
 LB2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2239559693(NAD 83)
 LB2555
 LB2555|---------------------------------------------------------------------|
 LB2555| PID    Reference Object                     Distance      Geod. Az  |
 LB2555|                                                           dddmmss.s |
 LB2555| LB2567 CLARKS                              APPROX. 6.3 KM 1404653.3 |
 LB2555| AI5667 MONROE RM 1                          26.174 METERS 14730     |
 LB2555| LB2565 CLARKS HILL MUNICIPAL TANK          APPROX. 4.5 KM 1612037.8 |
 LB2555| AI5704 MONROE RM 2                          25.092 METERS 25444     |
 LB2555| CC8984 MONROE AZ MK                                       2673442.9 |
 LB2555|---------------------------------------------------------------------|
 LB2555
 LB2555                          SUPERSEDED SURVEY CONTROL
 LB2555
 LB2555  NAD 83(1986)-  40 17 14.75127(N)    086 44 11.51794(W) AD(       ) 2
 LB2555  NAD 27      -  40 17 14.62860(N)    086 44 11.49620(W) AD(       ) 2
 LB2555
 LB2555.Superseded values are not recommended for survey control.
 LB2555
 LB2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2555.See file dsdata.pdf to determine how the superseded data were derived.
 LB2555
 LB2555_MARKER: DS = TRIANGULATION STATION DISK
 LB2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2555_STAMPING: MONROE 1948
 LB2555_MARK LOGO: CGS
 LB2555_PROJECTION: FLUSH
 LB2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2555+STABILITY: SURFACE MOTION
 LB2555
 LB2555  HISTORY     - Date     Condition        Report By
 LB2555  HISTORY     - 1948     MONUMENTED       CGS
 LB2555  HISTORY     - 1966     GOOD             CGS
 LB2555  HISTORY     - 1968     GOOD             CGS
 LB2555  HISTORY     - 19970101 GOOD             INDNR
 LB2555
 LB2555                          STATION DESCRIPTION
 LB2555
 LB2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2555'STATION IS LOCATED 12 MILES SOUTHEAST OF LA FAYETTE AND 2 MILES
 LB2555'EAST OF STOCKWELL IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 LB2555'U. S. HIGHWAY 52 AND A GRAVEL CROSSROAD IN THE VILLAGE OF MONROE.
 LB2555'IT IS 134 FEET NORTHWEST OF THE INTERSECTION, 131 FEET SOUTHEAST OF
 LB2555'THE SOUTHEAST CORNER OF A FRAME HOUSE, 118 FEET NORTHEAST OF THE
 LB2555'NORTHEAST CORNER OF THE UNITED BRETHREN CHRIST CHURCH, 47 FEET WEST
 LB2555'OF THE CENTER OF THE WEST LANE OF HIGHWAY 52 AND 46 FEET NORTH
 LB2555'OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 8 INCHES
 LB2555'AND THE DISK IS STAMPED MONROE 1948.
 LB2555'
 LB2555'REFERENCE MARK NO. 1 IS 85.87 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2555'105 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH, 52 FEET WEST OF
 LB2555'THE CENTER OF THE WEST LANE OF THE HIGHWAY AND 30 FEET SOUTH OF THE
 LB2555'CENTER OF THE GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 LB2555'STAMPED MONROE NO 1 1948.
 LB2555'
 LB2555'REFERENCE MARK NO. 2 IS 82.32 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2555'105 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 87 FEET NORTH
 LB2555'OF THE NORTHEAST CORNER OF THE CHURCH AND 24 FEET NORTH OF THE
 LB2555'CENTER OF THE GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 LB2555'STAMPED MONROE NO 2 1948.
 LB2555'
 LB2555'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 58 FEET
 LB2555'EAST OF A POWER LINE POLE, 17 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LB2555'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A
 LB2555'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LB2555'MONROE 1948.
 LB2555'
 LB2555'B 87 (USC AND GS) BM IS 0.4 MILE NORTHEAST OF THE STATION.  IT IS 21
 LB2555'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF A WHITE
 LB2555'WITNESS POST AND 2 FEET EAST OF A FENCE LINE.  THE MARK IS AN
 LB2555'8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES WITH A
 LB2555'STANDARD USC AND GS BENCH MARK DISK STAMPED B 87 1946.
 LB2555'
 LB2555'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BY-PASS)
 LB2555'AND STATE HIGHWAY 26 IN THE EAST SECTION OF LA FAYETTE GO SOUTHEAST
 LB2555'ON HIGHWAY 52 FOR 11.5 MILES TO A GRAVEL CROSS ROAD AND THE STATION
 LB2555'IN THE NORTHWEST ANGLE AS DESCRIBED.
 LB2555'
 LB2555'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVEL
 LB2555'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2555'
 LB2555'TO REACH B 87 (USC AND GS) BM FROM THE STATION GO EAST ON THE GRAVEL
 LB2555'ROAD FOR 0.1 MILE TO A GRAVEL ROAD NORTH, TURN LEFT AND GO NORTH
 LB2555'FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2555'
 LB2555'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2555
 LB2555                          STATION RECOVERY (1966)
 LB2555
 LB2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2555'MONROE 1948 RECOVERED IN GOOD CONDITION.
 LB2555'MONROE NO. 1 1948 RECOVERED IN GOOD CONDITION.
 LB2555'MONROE NO. 2 1948 RECOVERED IN GOOD CONDITION.
 LB2555'AZ MK MONROE 1948 NOT FOUND.
 LB2555'
 LB2555'STA, RM 1 AND RM 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 LB2555'
 LB2555'AZ MK NOT RECOVERED-ROAD HAS BEEN SCRAPED AND GRADED FOR A
 LB2555'WIDTH OF ABOUT 60 FEET AND DEPTH OF 2 FEET IN PREPARATION FOR
 LB2555'WIDENING AND PAVING, PRECLUDING ANY POSSIBILITY OF AZ MK
 LB2555'STILL EXISTING IF IT WERE ONLY 17 FEET SOUTH OF ROAD AS DESCRIBED.
 LB2555
 LB2555                          STATION RECOVERY (1968)
 LB2555
 LB2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2555'THIS STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 LB2555'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND THIS MARK
 LB2555'HAS PROBABLY BEEN DESTROYED.  BENCH MARK B 87 (USC AND GS), LOCATED
 LB2555'0.4 MILE TO THE NORTHEAST OF THE STATION, WAS RECOVERED AND FOUND
 LB2555'IN GOOD CONDITION.  THIS MARK CAN BE USED FOR AN AZIMUTH MARK.
 LB2555'
 LB2555'THE ORIGINAL DESCRIPTION TO REACH THE STATION AND TO RECOVER THE
 LB2555'MARKS IS ADEQUATE.
 LB2555
 LB2555                          STATION RECOVERY (1997)
 LB2555
 LB2555'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2555'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2405 ***********************************************************************
 LA2405  DESIGNATION -  MONROE
 LA2405  PID         -  LA2405
 LA2405  STATE/COUNTY-  IN/ADAMS
 LA2405  COUNTRY     -  US
 LA2405  USGS QUAD   -  DECATUR (2019)
 LA2405
 LA2405                         *CURRENT SURVEY CONTROL
 LA2405  ______________________________________________________________________
 LA2405* NAD 83(1997) POSITION- 40 45 58.38078(N) 084 56 13.64641(W)   ADJUSTED
 LA2405* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LA2405  ______________________________________________________________________
 LA2405  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 LA2405  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 LA2405  HORZ ORDER      -  THIRD
 LA2405
 LA2405.The horizontal coordinates were established by classical geodetic methods
 LA2405.and adjusted by the National Geodetic Survey in May 1999.
 LA2405
 LA2405.The orthometric height was scaled from a topographic map.
 LA2405
 LA2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2405.GEOID18 height accuracy estimate available here.
 LA2405
 LA2405.Click photographs - Photos may exist for this station.
 LA2405
 LA2405.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2405
 LA2405. The following values were computed from the NAD 83(1997) position.
 LA2405
 LA2405;                    North         East     Units Scale Factor Converg.
 LA2405;SPC IN E     -   612,853.126   161,594.768   MT  1.00001335   +0 28 35.0
 LA2405;SPC IN E     - 2,010,668.96    530,165.50   sFT  1.00001335   +0 28 35.0
 LA2405;UTM  16      - 4,514,852.537   674,108.201   MT  0.99997313   +1 20 50.4
 LA2405
 LA2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2405!SPC IN E     -   0.99996591  x   1.00001335  =   0.99997926
 LA2405!UTM  16      -   0.99996591  x   0.99997313  =   0.99993904
 LA2405
 LA2405:                Primary Azimuth Mark                     Grid Az
 LA2405:SPC IN E     -  MONROE AZ MK                             183 10 37.4
 LA2405:UTM  16      -  MONROE AZ MK                             182 18 22.0
 LA2405
 LA2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7410814852(NAD 83)
 LA2405
 LA2405|---------------------------------------------------------------------|
 LA2405| PID    Reference Object                     Distance      Geod. Az  |
 LA2405|                                                           dddmmss.s |
 LA2405| CE6217 MONROE RM 1                          27.374 METERS 00829     |
 LA2405| LA2388 MONROE MUNICIPAL TANK               APPROX. 2.8 KM 1825745.9 |
 LA2405| CE6216 MONROE AZ MK                                       1833912.4 |
 LA2405| CE6218 MONROE RM 2                          30.779 METERS 23710     |
 LA2405|---------------------------------------------------------------------|
 LA2405
 LA2405                          SUPERSEDED SURVEY CONTROL
 LA2405
 LA2405  NAD 83(1995)-  40 45 58.38132(N)    084 56 13.64887(W) AD(       ) 3
 LA2405  NAD 83(1986)-  40 45 58.38309(N)    084 56 13.66183(W) AD(       ) 3
 LA2405  NAD 27      -  40 45 58.21600(N)    084 56 13.78860(W) AD(       ) 3
 LA2405
 LA2405.Superseded values are not recommended for survey control.
 LA2405
 LA2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2405.See file dsdata.pdf to determine how the superseded data were derived.
 LA2405
 LA2405_MARKER: DS = TRIANGULATION STATION DISK
 LA2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2405_STAMPING: MONROE 1955
 LA2405_MARK LOGO: CGS
 LA2405_PROJECTION: FLUSH
 LA2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2405+STABILITY: SURFACE MOTION
 LA2405
 LA2405  HISTORY     - Date     Condition        Report By
 LA2405  HISTORY     - 1955     MONUMENTED       CGS
 LA2405  HISTORY     - 1963     GOOD             CGS
 LA2405
 LA2405                          STATION DESCRIPTION
 LA2405
 LA2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2405'THE STATION IS 4 MILES SOUTH OF DECATUR, 2 MILES NORTH OF MONROE, 35
 LA2405'FEET EAST OF THE CENTER OF U.S. HIGHWAY 27 AND 22 FEET SOUTHWEST OF A
 LA2405'4 INCH X 4 INCH WHITE WITNESS POST.
 LA2405'
 LA2405'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2405'HIGHWAY 124 ABOUT 1 MILE WEST OF MONROE, GO NORTH ON U.S. HIGHWAY 27
 LA2405'FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 LA2405'NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 LA2405'
 LA2405'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2405'MONROE 1955.
 LA2405'
 LA2405'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE
 LA2405'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONROE NO 1
 LA2405'1955.
 LA2405'
 LA2405'REFERENCE MARK 2 IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 LA2405'NORTHEAST OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.  THE MARK IS
 LA2405'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONROE NO 2 1955.
 LA2405'
 LA2405'THE AZIMUTH MARK IS 98 FEET NORTHWEST OF A CONCRETE CULVERT, 46 FEET
 LA2405'WEST OF THE CENTER OF U.S.  HIGHWAY 27, 2 FEET SOUTHEAST OF A 4 INCH X
 LA2405'4 INCH WHITE WITNESS POST AND 1 FOOT EAST OF A TELEPHONE POLE.  THE
 LA2405'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MONROE 1955.  *
 LA2405'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2405
 LA2405                          STATION RECOVERY (1963)
 LA2405
 LA2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2405'ABOUT 1.9 MILES NELY ALONG NO. 27 U. S. HWY. FROM ITS INTERSECTION
 LA2405'WITH NO. 124 IND. HWY. WHICH INTERSECTION IS ABOUT THREE QUARTERS OF A
 LA2405'MILE DUE W OF CENTER OF MONROE TO TOP OF HILL AND STATION ON RIGHT, 94
 LA2405'FEET ESE OF NO. 104/782 CREOSOTED POWER POLE, 36-1/2 FEET E OF CENTER
 LA2405'LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 1.0 FEET LOWER THAN SAME,
 LA2405'22-1/2 FEET SW OF NO. 1205 TELEPHONE POLE, STANDARD DISKS STAMPED
 LA2405'MONROE 1955 ARE SET IN MARKS WITH THE UPPER ONE FLUSH WITH THE GROUND.
 LA2405'
 LA2405'REFERENCE STAMPED MONROE NO 1 1955, FLUSH, IS 89.79 FEET OR 27.368
 LA2405'METERS N OF STATION, 49-1/2 FEET E OF C/L OF HWY., AND 48 FEET S OF A
 LA2405'TELEPHONE POLE.
 LA2405'
 LA2405'REFERENCE STAMPED MONROE NO 2 1955, FLUSH, IS 100.98 FEET OR 30.779
 LA2405'METERS SW OF STATION, 98 FEET S OF POWER POLE, 48 FEET W OF CENTER
 LA2405'LINE OF HWY., 1.0 FEET LOWER THAN SAME, AND 2.5 FEET N OF STEEL
 LA2405'WITNESS POST.
 LA2405'
 LA2405'AZIMUTH MARK STAMPED MONROE 1955, FLUSH, IS ABOUT 0.3 MILE S OF
 LA2405'STATION, 47 FEET W OF CENTER LINE OF HWY., 2.0 FEET LOWER THAN SAME,
 LA2405'98-1/2 FEET NNW OF N END OF W HEADWALL OF CONCRETE CULVERT, AND 1.9
 LA2405'FEET N OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1946 ***********************************************************************
 JA1946  DESIGNATION -  MONROE CITY MUNICIPAL TANK
 JA1946  PID         -  JA1946
 JA1946  STATE/COUNTY-  IN/KNOX
 JA1946  COUNTRY     -  US
 JA1946  USGS QUAD   -  MONROE CITY (2019)
 JA1946
 JA1946                         *CURRENT SURVEY CONTROL
 JA1946  ______________________________________________________________________
 JA1946* NAD 83(1997) POSITION- 38 36 45.48495(N) 087 21 00.20357(W)   ADJUSTED
 JA1946  ______________________________________________________________________
 JA1946  GEOID HEIGHT    -        -31.997 (meters)                     GEOID18
 JA1946  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 JA1946  HORZ ORDER      -  THIRD
 JA1946
 JA1946.The horizontal coordinates were established by classical geodetic methods
 JA1946.and adjusted by the National Geodetic Survey in May 1999.
 JA1946
 JA1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1946.GEOID18 height accuracy estimate available here.
 JA1946
 JA1946.Click photographs - Photos may exist for this station.
 JA1946
 JA1946.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1946
 JA1946. The following values were computed from the NAD 83(1997) position.
 JA1946
 JA1946;                    North         East     Units Scale Factor Converg.
 JA1946;SPC IN W     -   373,529.354   876,770.030   MT  0.99997331   -0 09 59.2
 JA1946;SPC IN W     - 1,225,487.56  2,876,536.34   sFT  0.99997331   -0 09 59.2
 JA1946;UTM  16      - 4,273,849.770   469,523.365   MT  0.99961144   -0 13 06.4
 JA1946
 JA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6952373849(NAD 83)
 JA1946
 JA1946                          SUPERSEDED SURVEY CONTROL
 JA1946
 JA1946  NAD 83(1986)-  38 36 45.49371(N)    087 21 00.20265(W) AD(       ) 3
 JA1946  NAD 27      -  38 36 45.32046(N)    087 21 00.14404(W) AD(       ) 3
 JA1946
 JA1946.Superseded values are not recommended for survey control.
 JA1946
 JA1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1946.See file dsdata.pdf to determine how the superseded data were derived.
 JA1946
 JA1946_MARKER: 53 = ELEVATED TANK
 JA1946
 JA1946  HISTORY     - Date     Condition        Report By
 JA1946  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1946
 JA1946                          STATION DESCRIPTION
 JA1946
 JA1946'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1947 ***********************************************************************
 JA1947  DESIGNATION -  MONROE CITY TEL CO MICROWAVE
 JA1947  PID         -  JA1947
 JA1947  STATE/COUNTY-  IN/KNOX
 JA1947  COUNTRY     -  US
 JA1947  USGS QUAD   -  MONROE CITY (2019)
 JA1947
 JA1947                         *CURRENT SURVEY CONTROL
 JA1947  ______________________________________________________________________
 JA1947* NAD 83(1997) POSITION- 38 36 56.97496(N) 087 22 06.28832(W)   ADJUSTED
 JA1947  ______________________________________________________________________
 JA1947  GEOID HEIGHT    -        -31.968 (meters)                     GEOID18
 JA1947  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 JA1947  HORZ ORDER      -  THIRD
 JA1947
 JA1947.The horizontal coordinates were established by classical geodetic methods
 JA1947.and adjusted by the National Geodetic Survey in May 1999.
 JA1947
 JA1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1947.GEOID18 height accuracy estimate available here.
 JA1947
 JA1947.Click photographs - Photos may exist for this station.
 JA1947
 JA1947.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1947
 JA1947. The following values were computed from the NAD 83(1997) position.
 JA1947
 JA1947;                    North         East     Units Scale Factor Converg.
 JA1947;SPC IN W     -   373,888.449   875,172.355   MT  0.99997425   -0 10 40.5
 JA1947;SPC IN W     - 1,226,665.69  2,871,294.63   sFT  0.99997425   -0 10 40.5
 JA1947;UTM  16      - 4,274,210.184   467,926.595   MT  0.99961267   -0 13 47.7
 JA1947
 JA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6792674210(NAD 83)
 JA1947
 JA1947                          SUPERSEDED SURVEY CONTROL
 JA1947
 JA1947  NAD 83(1986)-  38 36 56.98375(N)    087 22 06.28756(W) AD(       ) 3
 JA1947  NAD 27      -  38 36 56.80150(N)    087 22 06.22789(W) AD(       ) 3
 JA1947
 JA1947.Superseded values are not recommended for survey control.
 JA1947
 JA1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1947.See file dsdata.pdf to determine how the superseded data were derived.
 JA1947
 JA1947_MARKER: 44 = MICROWAVE MAST
 JA1947
 JA1947  HISTORY     - Date     Condition        Report By
 JA1947  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1947
 JA1947                          STATION DESCRIPTION
 JA1947
 JA1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1947'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT 0.75
 JA1947'MILE WEST OF
 JA1947'MONROE CITY, 9 MILES SOUTHEAST OF VINCENNES AND IS OWNED
 JA1947'BY THE INDIANA BELL TELEPHONE COMPANY.
 JA1947'
 JA1947'THE MAST IS A TRIANGULAR SHAPED, GUYED MAST, PAINTED IN ALTERNATE
 JA1947'SECTIONS OF RED
 JA1947'AND WHITE, WITH TWO REFLECTORS AT THE TOP AND A
 JA1947'FLASHING LIGHT ON TOP ALSO.  THE
 JA1947'HEIGHT IS ABOUT 200 FEET.
 JA1947'
 JA1947'TO REACH FROM THE POST OFFICE IN MONROE CITY, GO WEST AND SOUTH ON
 JA1947'STATE HIGHWAYS 61
 JA1947'AND 241 FOR 0.8 MILE TO WHERE HIGHWAY 241 CONTINUES
 JA1947'SOUTH AND HIGHWAY 61 TURNS RIGHT
 JA1947'(WEST).  TURN RIGHT AND GO WEST ON
 JA1947'HIGHWAY 61 FOR 0.25 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2397 ***********************************************************************
 LA2397  DESIGNATION -  MONROEVILLE
 LA2397  PID         -  LA2397
 LA2397  STATE/COUNTY-  IN/ALLEN
 LA2397  COUNTRY     -  US
 LA2397  USGS QUAD   -  DIXON (2019)
 LA2397
 LA2397                         *CURRENT SURVEY CONTROL
 LA2397  ______________________________________________________________________
 LA2397* NAD 83(1997) POSITION- 40 57 52.59574(N) 084 51 45.34612(W)   ADJUSTED
 LA2397* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LA2397  ______________________________________________________________________
 LA2397  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 LA2397  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LA2397  HORZ ORDER      -  SECOND
 LA2397
 LA2397.The horizontal coordinates were established by classical geodetic methods
 LA2397.and adjusted by the National Geodetic Survey in May 1999.
 LA2397
 LA2397.The orthometric height was scaled from a topographic map.
 LA2397
 LA2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2397.GEOID18 height accuracy estimate available here.
 LA2397
 LA2397.Click photographs - Photos may exist for this station.
 LA2397
 LA2397.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2397
 LA2397. The following values were computed from the NAD 83(1997) position.
 LA2397
 LA2397;                    North         East     Units Scale Factor Converg.
 LA2397;SPC IN E     -   634,939.508   167,684.855   MT  1.00002303   +0 31 37.8
 LA2397;SPC IN E     - 2,083,130.70    550,146.06   sFT  1.00002303   +0 31 37.8
 LA2397;SPC OH N     -   146,824.626   401,152.357   MT  0.99994075   -1 33 07.6
 LA2397;SPC OH N     -   481,707.13  1,316,114.02   sFT  0.99994075   -1 33 07.6
 LA2397;UTM  16      - 4,537,028.395   679,860.993   MT  0.99999817   +1 24 05.9
 LA2397
 LA2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2397!SPC IN E     -   0.99996698  x   1.00002303  =   0.99999001
 LA2397!SPC OH N     -   0.99996698  x   0.99994075  =   0.99990773
 LA2397!UTM  16      -   0.99996698  x   0.99999817  =   0.99996515
 LA2397
 LA2397:                Primary Azimuth Mark                     Grid Az
 LA2397:SPC IN E     -  MONROEVILLE AZ MK                        181 46 37.0
 LA2397:SPC OH N     -  MONROEVILLE AZ MK                        183 51 22.4
 LA2397:UTM  16      -  MONROEVILLE AZ MK                        180 54 08.9
 LA2397
 LA2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7986037028(NAD 83)
 LA2397
 LA2397|---------------------------------------------------------------------|
 LA2397| PID    Reference Object                     Distance      Geod. Az  |
 LA2397|                                                           dddmmss.s |
 LA2397| CE6234 MONROEVILLE RM 1                     27.295 METERS 08110     |
 LA2397| CE6233 MONROEVILLE AZ MK                                  1821814.8 |
 LA2397| CE6235 MONROEVILLE RM 2                     29.170 METERS 18526     |
 LA2397| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX. 1.3 KM 3351659.9 |
 LA2397|---------------------------------------------------------------------|
 LA2397
 LA2397                          SUPERSEDED SURVEY CONTROL
 LA2397
 LA2397  NAD 83(1995)-  40 57 52.59543(N)    084 51 45.34702(W) AD(       ) 2
 LA2397  NAD 83(1986)-  40 57 52.59786(N)    084 51 45.36185(W) AD(       ) 2
 LA2397  NAD 27      -  40 57 52.42070(N)    084 51 45.49030(W) AD(       ) 2
 LA2397
 LA2397.Superseded values are not recommended for survey control.
 LA2397
 LA2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2397.See file dsdata.pdf to determine how the superseded data were derived.
 LA2397
 LA2397_MARKER: DS = TRIANGULATION STATION DISK
 LA2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2397_STAMPING: MONROEVILLE 1947
 LA2397_MARK LOGO: CGS
 LA2397_PROJECTION: RECESSED 25 CENTIMETERS
 LA2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2397+STABILITY: SURFACE MOTION
 LA2397
 LA2397  HISTORY     - Date     Condition        Report By
 LA2397  HISTORY     - 1947     MONUMENTED       CGS
 LA2397  HISTORY     - 1963     GOOD             CGS
 LA2397
 LA2397                          STATION DESCRIPTION
 LA2397
 LA2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2397'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF MONROEVILLE, ALONG STATE
 LA2397'HIGHWAY 101.  ITS 59 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 LA2397'HIGHWAY 101 AND A GRAVEL CROSSROAD, 52 FEET EAST OF THE CENTER OF THE
 LA2397'HIGHWAY, 27 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 16 FEET
 LA2397'SOUTHEAST OF A FENCE CORNER AND 14 FEET SOUTHEAST OF A WHITE WITNESS
 LA2397'POST.  THE MARK IS 10 INCHES BELOW GROUND LEVEL AND THE DISK IS
 LA2397'STAMPED MONROEVILLE 1947.
 LA2397'
 LA2397'REFERENCE MARK NO. 1 IS 89.55 FEET EAST OF THE STATION.  IT IS 24 FEET
 LA2397'WEST OF A TELEPHONE POLE, 17 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LA2397'ROAD, AND 1 FOOT SOUTH OF AN EAST- WEST FENCE LINE.  THE MARK IS FLUSH
 LA2397'AND THE DISK IS STAMPED MONROEVILLE NO 1 1947.
 LA2397'
 LA2397'REFERENCE MARK NO. 2 IS 95.70 FEET SOUTH OF THE STATION.  IT IS 41
 LA2397'FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A TELEPHONE
 LA2397'POLE, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH
 LA2397'AND THE DISK IS STAMPED MONROEVILLE NO 2 1947.
 LA2397'
 LA2397'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 39 FEET WEST OF
 LA2397'THE CENTER OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LA2397'OF THE WEST ABUTMENT OF A BOX CULVERT, 15 FEET SOUTH OF A FENCE
 LA2397'CORNER, 5 FEET NORTH OF A WHITE WITNESS POST, AND 1 FOOT EAST OF A
 LA2397'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2397'STAMPED MONROEVILLE 1947.
 LA2397'
 LA2397'TO REACH THE STATION FROM THE CITIZEN STATE BANK IN MONROEVILLE GO
 LA2397'EAST AND SOUTH ON STATE HIGHWAY 101 FOR 0.85 MILE TO THE STATION ON
 LA2397'THE LEFT, CONTINUE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LA2397'
 LA2397'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2397
 LA2397                          STATION RECOVERY (1963)
 LA2397
 LA2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2397'ALL MARKS EXCEPT THE AZIMUTH MARK FOUND IN GOOD CONDITION ESSENTIALLY
 LA2397'AS ORIGINALLY DESCRIBED.  NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND,
 LA2397'ITS DESCRIBED LOCATION FALLS NOW ON A LAWN THE BUILDING OF WHICH
 LA2397'EVIDENTLY INVOLVED SOME GRADING.
 LA2397'
 LA2397'ABOUT 0.9 MILE SELY AND SLY ALONG NO. 101 INDIANA HWY. FROM THE
 LA2397'INTERSECTION OF MAIN AND SOUTH STREETS AT THE MAIN CORNER IN
 LA2397'MONROEVILLE WHICH CORNER IS ABOUT 0.1 MILE S OF THE MAIN ST.-RAILROAD
 LA2397'CROSSING, AT THE INTERSECTION OF THE HWY. AND FLAT ROCK ROAD, IN THE
 LA2397'OPPOSITE ANGLE THEREOF FROM SE CORNER OF A LARGE CEMETERY, 52 FEET E
 LA2397'OF CENTER LINE OF 18-FOOT ASPHALT HWY.  PAVEMENT, AND 27 FEET S OF
 LA2397'CENTER LINE OF GRAVELED ROAD, STANDARD DISKS STAMPED MONROEVILLE 1947
 LA2397'ARE SET IN MARKS WITH THE UPPER MARK ABOUT 0.8 FOOT BELOW THE GROUND
 LA2397'SURFACE.
 LA2397'
 LA2397'REFERENCE STAMPED MONROEVILLE NO 1 1947, PROJECTS 0.2 FOOT, IS 89.55
 LA2397'FEET OR 27.295 METERS E OF STATION, AND 16-1/2 FEET S OF CENTER LINE
 LA2397'OF THE GRAVELED ROAD.
 LA2397'
 LA2397'REFERENCE STAMPED MONROEVILLE NO 2 1947, PROJECTS 0.2 FOOT, IS 95.68
 LA2397'FEET OR 29.163 METERS S OF STATION, 41 FEET E OF CENTER LINE OF HWY.
 LA2397'PAVEMENT, 0.5 FOOT HIGHER THAN SAME, 2.1 FEET SSE OF STEEL WITNESS
 LA2397'POST, AND 1-1/2 FEET NE OF TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2396 ***********************************************************************
 LA2396  DESIGNATION -  MONROEVILLE MUNICIPAL TANK
 LA2396  PID         -  LA2396
 LA2396  STATE/COUNTY-  IN/ALLEN
 LA2396  COUNTRY     -  US
 LA2396  USGS QUAD   -  DIXON (2019)
 LA2396
 LA2396                         *CURRENT SURVEY CONTROL
 LA2396  ______________________________________________________________________
 LA2396* NAD 83(1997) POSITION- 40 58 29.78751(N) 084 52 07.93454(W)   ADJUSTED
 LA2396  ______________________________________________________________________
 LA2396  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 LA2396  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 LA2396  HORZ ORDER      -  THIRD
 LA2396
 LA2396.The horizontal coordinates were established by classical geodetic methods
 LA2396.and adjusted by the National Geodetic Survey in May 1999.
 LA2396
 LA2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2396.GEOID18 height accuracy estimate available here.
 LA2396
 LA2396.Click photographs - Photos may exist for this station.
 LA2396
 LA2396.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2396
 LA2396. The following values were computed from the NAD 83(1997) position.
 LA2396
 LA2396;                    North         East     Units Scale Factor Converg.
 LA2396;SPC IN E     -   636,081.941   167,146.197   MT  1.00002214   +0 31 23.4
 LA2396;SPC IN E     - 2,086,878.83    548,378.81   sFT  1.00002214   +0 31 23.4
 LA2396;SPC OH N     -   147,985.756   400,655.546   MT  0.99994045   -1 33 22.4
 LA2396;SPC OH N     -   485,516.60  1,314,484.07   sFT  0.99994045   -1 33 22.4
 LA2396;UTM  16      - 4,538,162.444   679,304.974   MT  0.99999571   +1 23 52.1
 LA2396
 LA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7930438162(NAD 83)
 LA2396
 LA2396                          SUPERSEDED SURVEY CONTROL
 LA2396
 LA2396  NAD 83(1995)-  40 58 29.78742(N)    084 52 07.93546(W) AD(       ) 3
 LA2396  NAD 83(1986)-  40 58 29.78948(N)    084 52 07.95006(W) AD(       ) 3
 LA2396  NAD 27      -  40 58 29.61300(N)    084 52 08.07700(W) AD(       ) 3
 LA2396
 LA2396.Superseded values are not recommended for survey control.
 LA2396
 LA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2396.See file dsdata.pdf to determine how the superseded data were derived.
 LA2396
 LA2396_MARKER: 53 = ELEVATED TANK
 LA2396
 LA2396  HISTORY     - Date     Condition        Report By
 LA2396  HISTORY     - 1947     FIRST OBSERVED   CGS
 LA2396  HISTORY     - 1963     GOOD             CGS
 LA2396
 LA2396                          STATION DESCRIPTION
 LA2396
 LA2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2396'THIS IS AN INTERSECTION STATION
 LA2396'
 LA2396'STATION IS LOCATED IN THE TOWN OF MONROEVILLE.  IT IS 250 FEET
 LA2396'NORTHWEST OF THE
 LA2396'INTERSECTION OF STATE HIGHWAY 101 AND WATER STREET, AND 100 FEET
 LA2396'NORTHWEST OF THE CITIZEN STATE
 LA2396'BANK.  IT IS A 4 LEGGED STEEL STRUCTURE, 125 FEET HIGH PAINTED
 LA2396'ALUMINUM, WITH A CONICAL SHAPED TANK.
 LA2396'THE POINT OBSERVED ON WAS THE STEEL BALL AT THE APEX OF THE ROOF.
 LA2396
 LA2396                          STATION RECOVERY (1963)
 LA2396
 LA2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2396'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 LA2396'ABOUT 64 YARDS WNW OF CENTER LINE OF MAIN STREET (NO. 101 INDIANA
 LA2396'HWY.), ABOUT 47 YARDS NNE OF CENTER LINE OF SOUTH STREET, THE
 LA2396'INTERSECTION OF WHICH SAID TWO STREETS IS THE MAIN CORNER IN
 LA2396'MONROEVILLE, A 4-LEGGED, CYLINDRICAL TANK WITH HEMISPHERICAL
 LA2396'BOTTOM AND CONICAL TOP (APEX BALL OBSERVED IN 1947), AND AN
 LA2396'ESTIMATED 140 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0900 ***********************************************************************
 LB0900  DESIGNATION -  MONT C 1
 LB0900  PID         -  LB0900
 LB0900  STATE/COUNTY-  IN/MONTGOMERY
 LB0900  COUNTRY     -  US
 LB0900  USGS QUAD   -  SHANNONDALE (2019)
 LB0900
 LB0900                         *CURRENT SURVEY CONTROL
 LB0900  ______________________________________________________________________
 LB0900* NAD 83(1986) POSITION- 40 02 55.     (N) 086 43 42.     (W)   SCALED
 LB0900* NAVD 88 ORTHO HEIGHT -   252.484 (meters)      828.36  (feet) ADJUSTED
 LB0900  ______________________________________________________________________
 LB0900  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 LB0900  DYNAMIC HEIGHT  -        252.347 (meters)      827.91  (feet) COMP
 LB0900  MODELED GRAVITY -    980,078.7   (mgal)                       NAVD 88
 LB0900
 LB0900  VERT ORDER      -  SECOND    CLASS 0
 LB0900
 LB0900.The horizontal coordinates were scaled from a map and have
 LB0900.an estimated accuracy of +/- 6 seconds.
 LB0900
 LB0900.The orthometric height was determined by differential leveling and
 LB0900.adjusted by the NATIONAL GEODETIC SURVEY
 LB0900.in June 1991.
 LB0900
 LB0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0900.GEOID18 height accuracy estimate available here.
 LB0900
 LB0900.Click photographs - Photos may exist for this station.
 LB0900
 LB0900.The dynamic height is computed by dividing the NAVD 88
 LB0900.geopotential number by the normal gravity value computed on the
 LB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0900.degrees latitude (g = 980.6199 gals.).
 LB0900
 LB0900.The modeled gravity was interpolated from observed gravity values.
 LB0900
 LB0900;                    North         East    Units  Estimated Accuracy
 LB0900;SPC IN W     -   532,980.      930,290.      MT  (+/- 180 meters Scaled)
 LB0900
 LB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK231331(NAD 83)
 LB0900
 LB0900                          SUPERSEDED SURVEY CONTROL
 LB0900
 LB0900  NGVD 29 (??/??/92)  252.587  (m)          828.70   (f) ADJ UNCH    2 0
 LB0900
 LB0900.Superseded values are not recommended for survey control.
 LB0900
 LB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0900.See file dsdata.pdf to determine how the superseded data were derived.
 LB0900
 LB0900_MARKER: DD = SURVEY DISK
 LB0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0900_SP_SET: BRIDGE WINGWALL
 LB0900_STAMPING: MONT C 1
 LB0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0900
 LB0900  HISTORY     - Date     Condition        Report By
 LB0900  HISTORY     - UNK      MONUMENTED       INHD
 LB0900  HISTORY     - 1946     GOOD             CGS
 LB0900
 LB0900                          STATION DESCRIPTION
 LB0900
 LB0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0900'1.6 MI W FROM SHANNONDALE.
 LB0900'ALONG STATE HIGHWAY 32 ABOUT 1.55 MILE WEST OF THE SCHOOL AT
 LB0900'SHANNONDALE, 0.5 MILE WEST OF THE JUNCTION WITH A ROAD LEADING
 LB0900'SOUTH, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 45-FOOT
 LB0900'CONCRETE BRIDGE, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 LB0900'AND ABOUT 0.7 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  AN INDIANA
 LB0900'STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED MONT C 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0909 ***********************************************************************
 LB0909  DESIGNATION -  MONT C 3
 LB0909  PID         -  LB0909
 LB0909  STATE/COUNTY-  IN/MONTGOMERY
 LB0909  COUNTRY     -  US
 LB0909  USGS QUAD   -  DARLINGTON (2019)
 LB0909
 LB0909                         *CURRENT SURVEY CONTROL
 LB0909  ______________________________________________________________________
 LB0909* NAD 83(1986) POSITION- 40 02 49.     (N) 086 51 34.     (W)   SCALED
 LB0909* NAVD 88 ORTHO HEIGHT -   221.572 (meters)      726.94  (feet) ADJUSTED
 LB0909  ______________________________________________________________________
 LB0909  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 LB0909  DYNAMIC HEIGHT  -        221.452 (meters)      726.55  (feet) COMP
 LB0909  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LB0909
 LB0909  VERT ORDER      -  SECOND    CLASS 0
 LB0909
 LB0909.The horizontal coordinates were scaled from a map and have
 LB0909.an estimated accuracy of +/- 6 seconds.
 LB0909
 LB0909.The orthometric height was determined by differential leveling and
 LB0909.adjusted by the NATIONAL GEODETIC SURVEY
 LB0909.in June 1991.
 LB0909
 LB0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0909.GEOID18 height accuracy estimate available here.
 LB0909
 LB0909.Click photographs - Photos may exist for this station.
 LB0909
 LB0909.The dynamic height is computed by dividing the NAVD 88
 LB0909.geopotential number by the normal gravity value computed on the
 LB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0909.degrees latitude (g = 980.6199 gals.).
 LB0909
 LB0909.The modeled gravity was interpolated from observed gravity values.
 LB0909
 LB0909;                    North         East    Units  Estimated Accuracy
 LB0909;SPC IN W     -   532,750.      919,110.      MT  (+/- 180 meters Scaled)
 LB0909
 LB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK119329(NAD 83)
 LB0909
 LB0909                          SUPERSEDED SURVEY CONTROL
 LB0909
 LB0909  NGVD 29 (??/??/92)  221.673  (m)          727.27   (f) ADJ UNCH    2 0
 LB0909
 LB0909.Superseded values are not recommended for survey control.
 LB0909
 LB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0909.See file dsdata.pdf to determine how the superseded data were derived.
 LB0909
 LB0909_MARKER: DD = SURVEY DISK
 LB0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0909_SP_SET: BRIDGE WINGWALL
 LB0909_STAMPING: MONT C 3
 LB0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0909
 LB0909  HISTORY     - Date     Condition        Report By
 LB0909  HISTORY     - UNK      MONUMENTED       INHD
 LB0909  HISTORY     - 1946     GOOD             CGS
 LB0909
 LB0909                          STATION DESCRIPTION
 LB0909
 LB0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0909'1.6 MI W FROM SMARTSBURG.
 LB0909'ALONG STATE HIGHWAY 32 ABOUT 2.3 MILES EAST OF THE COUNTY COURT
 LB0909'HOUSE AT CRAWFORDSVILLE AND ABOUT 1.6 MILE WEST OF THE SCHOOL
 LB0909'BUILDING AT SMARTSBURG, SET IN THE TOP OF THE NORTHWEST WINGWALL
 LB0909'OF A 130-FOOT STEEL BRIDGE OVER AN EAST FORK OF SUGAR CREEK,
 LB0909'16.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LB0909'1 FOOT HIGHER THAN HIGHWAY LEVEL.  AN INDIANA STATE HIGHWAY
 LB0909'COMMISSION STANDARD DISK, STAMPED MONT C 3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0910 ***********************************************************************
 LB0910  DESIGNATION -  MONT C 5
 LB0910  PID         -  LB0910
 LB0910  STATE/COUNTY-  IN/MONTGOMERY
 LB0910  COUNTRY     -  US
 LB0910  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0910
 LB0910                         *CURRENT SURVEY CONTROL
 LB0910  ______________________________________________________________________
 LB0910* NAD 83(1986) POSITION- 40 02 50.     (N) 086 52 32.     (W)   SCALED
 LB0910* NAVD 88 ORTHO HEIGHT -   230.616 (meters)      756.61  (feet) ADJUSTED
 LB0910  ______________________________________________________________________
 LB0910  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 LB0910  DYNAMIC HEIGHT  -        230.491 (meters)      756.20  (feet) COMP
 LB0910  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LB0910
 LB0910  VERT ORDER      -  SECOND    CLASS 0
 LB0910
 LB0910.The horizontal coordinates were scaled from a map and have
 LB0910.an estimated accuracy of +/- 6 seconds.
 LB0910
 LB0910.The orthometric height was determined by differential leveling and
 LB0910.adjusted by the NATIONAL GEODETIC SURVEY
 LB0910.in June 1991.
 LB0910
 LB0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0910.GEOID18 height accuracy estimate available here.
 LB0910
 LB0910.Click photographs - Photos may exist for this station.
 LB0910
 LB0910.The dynamic height is computed by dividing the NAVD 88
 LB0910.geopotential number by the normal gravity value computed on the
 LB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0910.degrees latitude (g = 980.6199 gals.).
 LB0910
 LB0910.The modeled gravity was interpolated from observed gravity values.
 LB0910
 LB0910;                    North         East    Units  Estimated Accuracy
 LB0910;SPC IN W     -   532,780.      917,730.      MT  (+/- 180 meters Scaled)
 LB0910
 LB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK106330(NAD 83)
 LB0910
 LB0910                          SUPERSEDED SURVEY CONTROL
 LB0910
 LB0910  NGVD 29 (??/??/92)  230.715  (m)          756.94   (f) ADJ UNCH    2 0
 LB0910
 LB0910.Superseded values are not recommended for survey control.
 LB0910
 LB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0910.See file dsdata.pdf to determine how the superseded data were derived.
 LB0910
 LB0910_MARKER: DD = SURVEY DISK
 LB0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0910_STAMPING: MONT C 5
 LB0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0910+STABILITY: SURFACE MOTION
 LB0910
 LB0910  HISTORY     - Date     Condition        Report By
 LB0910  HISTORY     - UNK      MONUMENTED       INHD
 LB0910  HISTORY     - 1946     GOOD             CGS
 LB0910
 LB0910                          STATION DESCRIPTION
 LB0910
 LB0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0910'1.4 MI E FROM CRAWFORDSVILLE.
 LB0910'ALONG STATE HIGHWAY 32 ABOUT 1.45 MILE EAST OF THE COUNTY COURT
 LB0910'HOUSE AT CRAWFORDSVILLE, AT THE JUNCTION WITH STATE HIGHWAY
 LB0910'47, 90 FEET NORTH OF THE CENTER LINE OF HIGHWAY 32, 75 FEET
 LB0910'EAST OF THE CENTER LINE OF HIGHWAY 47, 31 FEET NORTHWEST OF A
 LB0910'FENCE CORNER, 4 FEET WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT
 LB0910'LEVEL WITH THE CENTER OF THE JUNCTION.  AN INDIANA STATE HIGHWAY
 LB0910'COMMISSION STANDARD DISK, STAMPED MONT C 5 AND SET IN THE TOP
 LB0910'OF A CONCRETE POST PROJECTING 1-1/2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0902 ***********************************************************************
 LB0902  DESIGNATION -  MONT C 8
 LB0902  PID         -  LB0902
 LB0902  STATE/COUNTY-  IN/MONTGOMERY
 LB0902  COUNTRY     -  US
 LB0902  USGS QUAD   -  DARLINGTON (2019)
 LB0902
 LB0902                         *CURRENT SURVEY CONTROL
 LB0902  ______________________________________________________________________
 LB0902* NAD 83(1986) POSITION- 40 02 43.     (N) 086 45 26.     (W)   SCALED
 LB0902* NAVD 88 ORTHO HEIGHT -   252.406 (meters)      828.10  (feet) ADJUSTED
 LB0902  ______________________________________________________________________
 LB0902  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 LB0902  DYNAMIC HEIGHT  -        252.270 (meters)      827.66  (feet) COMP
 LB0902  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LB0902
 LB0902  VERT ORDER      -  SECOND    CLASS 0
 LB0902
 LB0902.The horizontal coordinates were scaled from a map and have
 LB0902.an estimated accuracy of +/- 6 seconds.
 LB0902
 LB0902.The orthometric height was determined by differential leveling and
 LB0902.adjusted by the NATIONAL GEODETIC SURVEY
 LB0902.in June 1991.
 LB0902
 LB0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0902.GEOID18 height accuracy estimate available here.
 LB0902
 LB0902.Click photographs - Photos may exist for this station.
 LB0902
 LB0902.The dynamic height is computed by dividing the NAVD 88
 LB0902.geopotential number by the normal gravity value computed on the
 LB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0902.degrees latitude (g = 980.6199 gals.).
 LB0902
 LB0902.The modeled gravity was interpolated from observed gravity values.
 LB0902
 LB0902;                    North         East    Units  Estimated Accuracy
 LB0902;SPC IN W     -   532,600.      927,830.      MT  (+/- 180 meters Scaled)
 LB0902
 LB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK207328(NAD 83)
 LB0902
 LB0902                          SUPERSEDED SURVEY CONTROL
 LB0902
 LB0902  NGVD 29 (??/??/92)  252.508  (m)          828.44   (f) ADJ UNCH    2 0
 LB0902
 LB0902.Superseded values are not recommended for survey control.
 LB0902
 LB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0902.See file dsdata.pdf to determine how the superseded data were derived.
 LB0902
 LB0902_MARKER: DD = SURVEY DISK
 LB0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0902_STAMPING: MONT C 8
 LB0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0902+STABILITY: SURFACE MOTION
 LB0902
 LB0902  HISTORY     - Date     Condition        Report By
 LB0902  HISTORY     - UNK      MONUMENTED       INHD
 LB0902  HISTORY     - 1946     GOOD             CGS
 LB0902
 LB0902                          STATION DESCRIPTION
 LB0902
 LB0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0902'3.2 MI W FROM SHANNONDALE.
 LB0902'ALONG STATE HIGHWAY 32 ABOUT 3.15 MILES WEST OF THE SCHOOL AT
 LB0902'SHANNONDALE AND ABOUT 3.8 MILE EAST OF THE SCHOOL AT SMARTSBURG,
 LB0902'IN THE SOUTHEAST QUARTER OF A ROAD INTERSECTION, 71 FEET SOUTH
 LB0902'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST OF THE CENTER
 LB0902'LINE OF THE CROSS ROAD, 35 FEET SOUTHWEST OF A FENCE CORNER,
 LB0902'1.5 FOOT WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 1/2
 LB0902'FEET ABOVE THE LEVEL OF THE HIGHWAY.  AN INDIANA STATE HIGHWAY
 LB0902'COMMISSION DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0902'1 FOOT ABOVE GROUND.  STAMPED MONT C 8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2317 ***********************************************************************
 ME2317  DESIGNATION -  MONTEREY ST ANNS CATH CH SPIRE
 ME2317  PID         -  ME2317
 ME2317  STATE/COUNTY-  IN/PULASKI
 ME2317  COUNTRY     -  US
 ME2317  USGS QUAD   -  CULVER (2019)
 ME2317
 ME2317                         *CURRENT SURVEY CONTROL
 ME2317  ______________________________________________________________________
 ME2317* NAD 83(1997) POSITION- 41 09 19.32178(N) 086 28 55.35155(W)   ADJUSTED
 ME2317  ______________________________________________________________________
 ME2317  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 ME2317  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 ME2317  HORZ ORDER      -  THIRD
 ME2317
 ME2317.The horizontal coordinates were established by classical geodetic methods
 ME2317.and adjusted by the National Geodetic Survey in May 1999.
 ME2317
 ME2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2317.GEOID18 height accuracy estimate available here.
 ME2317
 ME2317.Click photographs - Photos may exist for this station.
 ME2317
 ME2317.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2317
 ME2317. The following values were computed from the NAD 83(1997) position.
 ME2317
 ME2317;                    North         East     Units Scale Factor Converg.
 ME2317;SPC IN W     -   655,986.270   950,469.211   MT  0.99999800   +0 23 44.6
 ME2317;SPC IN W     - 2,152,181.62  3,118,331.07   sFT  0.99999800   +0 23 44.6
 ME2317;UTM  16      - 4,556,133.800   543,458.682   MT  0.99962324   +0 20 27.2
 ME2317
 ME2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4345856133(NAD 83)
 ME2317
 ME2317                          SUPERSEDED SURVEY CONTROL
 ME2317
 ME2317  NAD 83(1986)-  41 09 19.32927(N)    086 28 55.35976(W) AD(       ) 3
 ME2317  NAD 27      -  41 09 19.18500(N)    086 28 55.33500(W) AD(       ) 3
 ME2317
 ME2317.Superseded values are not recommended for survey control.
 ME2317
 ME2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2317.See file dsdata.pdf to determine how the superseded data were derived.
 ME2317
 ME2317_MARKER: 90 = CHURCH SPIRE
 ME2317
 ME2317  HISTORY     - Date     Condition        Report By
 ME2317  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2317
 ME2317                          STATION DESCRIPTION
 ME2317
 ME2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2317'THE CROSS AT THE TOP OF THE SPIRE, WHICH IS LOCATED 0.1 MILE
 ME2317'SOUTH OF THE MAIN
 ME2317'BUSINESS SECTION OF MONTEREY.  THE SPIRE IS ATOP THE WEST END OF THE
 ME2317'MONTEREY CATHOLIC CHURCH AND THE
 ME2317'OVER-ALL HEIGHT IS ABOUT 75 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2443 ***********************************************************************
 LB2443  DESIGNATION -  MONTGOMERY
 LB2443  PID         -  LB2443
 LB2443  STATE/COUNTY-  IN/CASS
 LB2443  COUNTRY     -  US
 LB2443  USGS QUAD   -  GRASS CREEK (2019)
 LB2443
 LB2443                         *CURRENT SURVEY CONTROL
 LB2443  ______________________________________________________________________
 LB2443* NAD 83(1997) POSITION- 40 54 26.10979(N) 086 24 13.87835(W)   ADJUSTED
 LB2443* NAVD 88 ORTHO HEIGHT -   238.67  (+/-2cm)      783.0   (feet) VERTCON3
 LB2443  ______________________________________________________________________
 LB2443  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 LB2443  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 LB2443  HORZ ORDER      -  FIRST
 LB2443  VERT ORDER      -  THIRD ? (See Below)
 LB2443
 LB2443.The horizontal coordinates were established by classical geodetic methods
 LB2443.and adjusted by the National Geodetic Survey in May 1999.
 LB2443
 LB2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2443
 LB2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2443.GEOID18 height accuracy estimate available here.
 LB2443
 LB2443.The vertical order pertains to the NGVD 29 superseded value.
 LB2443
 LB2443.Click photographs - Photos may exist for this station.
 LB2443
 LB2443.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2443
 LB2443. The following values were computed from the NAD 83(1997) position.
 LB2443
 LB2443;                    North         East     Units Scale Factor Converg.
 LB2443;SPC IN E     -   628,520.326    37,891.476   MT  1.00001413   -0 28 57.9
 LB2443;SPC IN E     - 2,062,070.44    124,315.62   sFT  1.00001413   -0 28 57.9
 LB2443;SPC IN W     -   628,480.962   957,246.374   MT  1.00000699   +0 26 41.9
 LB2443;SPC IN W     - 2,061,941.29  3,140,565.81   sFT  1.00000699   +0 26 41.9
 LB2443;UTM  16      - 4,528,632.360   550,207.044   MT  0.99963102   +0 23 25.4
 LB2443
 LB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2443!SPC IN E     -   0.99996786  x   1.00001413  =   0.99998199
 LB2443!SPC IN W     -   0.99996786  x   1.00000699  =   0.99997485
 LB2443!UTM  16      -   0.99996786  x   0.99963102  =   0.99959889
 LB2443
 LB2443:                Primary Azimuth Mark                     Grid Az
 LB2443:SPC IN E     -  MONTGOMERY AZ MK                         320 03 11.1
 LB2443:SPC IN W     -  MONTGOMERY AZ MK                         319 07 31.3
 LB2443:UTM  16      -  MONTGOMERY AZ MK                         319 10 47.8
 LB2443
 LB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5020728632(NAD 83)
 LB2443
 LB2443|---------------------------------------------------------------------|
 LB2443| PID    Reference Object                     Distance      Geod. Az  |
 LB2443|                                                           dddmmss.s |
 LB2443| CC8988 MONTGOMERY RM W                      11.100 METERS 00913     |
 LB2443| CC8987 MONTGOMERY RM N                      13.692 METERS 00913     |
 LB2443| LB2437 ROYAL CENTER MUNICIPAL TANK         APPROX. 9.3 KM 2392556.5 |
 LB2443| CC8986 MONTGOMERY RM 2                       3.856 METERS 29633     |
 LB2443| CC8985 MONTGOMERY AZ MK                                   3193413.2 |
 LB2443|---------------------------------------------------------------------|
 LB2443
 LB2443                          SUPERSEDED SURVEY CONTROL
 LB2443
 LB2443  NAD 83(1986)-  40 54 26.11566(N)    086 24 13.88824(W) AD(       ) 1
 LB2443  NAD 27      -  40 54 25.96380(N)    086 24 13.87720(W) AD(       ) 1
 LB2443  USSD        -  40 54 25.98600(N)    086 24 13.73800(W) AD(       ) 3
 LB2443  NGVD 29             238.79   (m)          783.4    (f) LEVELING    3  
 LB2443
 LB2443.Superseded values are not recommended for survey control.
 LB2443
 LB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2443.See file dsdata.pdf to determine how the superseded data were derived.
 LB2443
 LB2443_MARKER: DS = TRIANGULATION STATION DISK
 LB2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2443_STAMPING: MONTGOMERY 1920
 LB2443_MARK LOGO: CGS
 LB2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2443+STABILITY: SURFACE MOTION
 LB2443
 LB2443  HISTORY     - Date     Condition        Report By
 LB2443  HISTORY     - 1920     MONUMENTED       CGS
 LB2443  HISTORY     - 1935     GOOD             CGS
 LB2443  HISTORY     - 1947     GOOD             CGS
 LB2443  HISTORY     - 1948     GOOD             CGS
 LB2443
 LB2443                          STATION DESCRIPTION
 LB2443
 LB2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2443'THREE MILES N OF LUCERNE, 1-1/2 MILES S OF GRASS CREEK, ON THE W SIDE
 LB2443'OF THE TRACK, 250 YARDS S OF A WAGON ROAD CROSSING, 150 YARDS N OF
 LB2443'MILEPOST T. H. 127, ON THE N END OF THE FIRST CURVE N OF LUCERNE,
 LB2443'13.690 METERS (44.92 FEET) W OF THE W AND NEAREST RAIL.  THE
 LB2443'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 LB2443'CONCRETE.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2443'THE TRACK, 11.100 METERS (36.42 FEET) FROM THE STATION.
 LB2443
 LB2443                          STATION RECOVERY (1935)
 LB2443
 LB2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB2443'STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED IN 1920,
 LB2443'EXCEPT THE STATION IS ABOUT 2.5 MILES S (ALONG THE RAILROAD TRACK)
 LB2443'OF GRASS CREEK, INSTEAD OF 1.5 MILES.  ALSO THE MARK IS 36.42 FEET W
 LB2443'OF THE W AND NEAREST RAIL INSTEAD OF 44.92 FEET.  THE REFERENCE IS
 LB2443'44.92 FEET FROM THE STATION N 09 DEG 13 MIN E INSTEAD OF
 LB2443'36.42 FEET.  THE STATION IS ON W SIDE OF A CUT ON RAILROAD
 LB2443'RIGHT-OF-WAY ABOUT 8 FEET ABOVE THE TRACK, ON THE INSIDE OF
 LB2443'THE N END OF A REVERSE CURVE.  IT IS 175 PACES N OF MILEPOST T. H.
 LB2443'127 AND 275 PACES S OF E-W ROAD CROSSING THE RAILROAD.  THIS E-W
 LB2443'ROAD IS THE COUNTY LINE BETWEEN FULTON AND CASS COUNTIES.
 LB2443'
 LB2443'TO REACH FROM GRASS CREEK, GO W ABOUT 0.6 MILE TO GRAVEL ROAD S.
 LB2443'THEN S ABOUT 2.6 MILES TO CROSS ROAD AT COUNTY LINE.  THEN JOG E
 LB2443'ABOUT 0.2 MILE TO FIRST ROAD S.  THEN S ABOUT 0.3 MILE TO GATE AT SW
 LB2443'CORNER OF FIELD.  THEN E 1/4 MILE TO RAILROAD AND THE STATION.
 LB2443
 LB2443                          STATION RECOVERY (1947)
 LB2443
 LB2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2443'THE STATION IS LOCATED 2-1/2 MILES SOUTH OF GRASS CREEK AND 4 MILES
 LB2443'NORTH OF LUCERNE.  IT IS 36 FEET WEST OF THE WEST RAIL OF THE
 LB2443'PENNSYLVANIA RAILROAD TRACKS, 14 FEET EAST OF A 20-INCH ELM TREE,
 LB2443'11 FEET EAST OF A FENCELINE AND 3.5 FEET NORTH OF A WHITE WITNESS
 LB2443'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MONTGOMERY
 LB2443'1920.  THIS STATION IS IDENTICAL WITH FIRST ORDER TRAVERSE STATION
 LB2443'MONTGOMERY 1920.
 LB2443'
 LB2443'MONTGOMERY 1920 R. M. IS 44.92 FEET NORTH OF THE STATION.  IT IS 34
 LB2443'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 15 FEET OF A
 LB2443'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MONTGOMERY
 LB2443'1920.
 LB2443'
 LB2443'REFERENCE MARK NO. 2 IS 12.65 FEET WEST-NORTHWEST OF THE STATION.  IT
 LB2443'IS 7 FEET NORTH OF A 20-INCH ELM TREE AND 1 FOOT WEST OF A
 LB2443'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2443'MONTGOMERY NO 2 1920.
 LB2443'
 LB2443'FIRST ORDER TRAVERSE STATION BOON 1920 IS 2.5 MILES SOUTH OF THE
 LB2443'STATION.  IT IS 50 FEET WEST OF THE CENTER OF A PAVED ROAD, 38 FEET
 LB2443'NORTH OF A TELEPHONE POLE AND 15 FEET WEST OF THE WEST RAIL OF THE
 LB2443'PENNSYLVANIA RAILROAD TRACKS.  THE MARK IS FLUSH AND THE DISK IS
 LB2443'STAMPED BOON 1920.
 LB2443'
 LB2443'TO REACH BOON 1920 FROM THE STATION, GO EAST FOR 0.3 MILE TO A GRAVEL
 LB2443'ROAD, TURN LEFT AND GO SOUTH FOR 2.5 MILES TO THE MARK ON THE RIGHT
 LB2443'AS DESCRIBED.
 LB2443'
 LB2443'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 106
 LB2443'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE OWNED BY R.
 LB2443'L.  LUEY, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 LB2443'NORTHEAST OF A FENCE CORNER AND 3 FEET NORTHEAST OF A WHITE WITNESS
 LB2443'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MONTGOMERY 1920.
 LB2443'
 LB2443'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3 MILE
 LB2443'TO THE GRAVEL ROAD, TURN RIGHT, NORTH, AND GO 0.2 MILE TO A T-ROAD,
 LB2443'TURN RIGHT, EAST, AND GO 0.1 MILE TO THE MARK ON THE LEFT.
 LB2443'
 LB2443'TO REACH THE STATION FROM THE WAYNE TOWNSHIP SCHOOL HOUSE IN GRASS
 LB2443'CREEK, GO WEST AND NORTH ON STATE HIGHWAY 17 FOR 0.45 MILE TO A
 LB2443'CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVEL ROAD 2.8 MILES TO A
 LB2443'T-ROAD, TURN LEFT AND GO 0.3 MILE, TURN RIGHT AND GO 0.2 MILE TO A
 LB2443'GATE ON THE LEFT, PASS THROUGH THE GATE AND GO EAST FOR 0.3 MILE
 LB2443'TO THE SOUTHEAST CORNER OF A CULTIVATED FIELD, TURN LEFT, NORTH,
 LB2443'AND GO 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2443'
 LB2443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2443
 LB2443                          STATION RECOVERY (1948)
 LB2443
 LB2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2443'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2443'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 LB2443'THE DIRECTION TO REFERENCE MARK NO. 2 DID NOT CHECK.
 LB2443'
 LB2443'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1941 ***********************************************************************
 JA1941  DESIGNATION -  MONTGOMERY ST MICHAELS CATH CH
 JA1941  PID         -  JA1941
 JA1941  STATE/COUNTY-  IN/DAVIESS
 JA1941  COUNTRY     -  US
 JA1941  USGS QUAD   -  MONTGOMERY (2019)
 JA1941
 JA1941                         *CURRENT SURVEY CONTROL
 JA1941  ______________________________________________________________________
 JA1941* NAD 83(1997) POSITION- 38 39 52.57011(N) 087 02 47.68720(W)   ADJUSTED
 JA1941  ______________________________________________________________________
 JA1941  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 JA1941  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 JA1941  HORZ ORDER      -  THIRD
 JA1941
 JA1941.The horizontal coordinates were established by classical geodetic methods
 JA1941.and adjusted by the National Geodetic Survey in May 1999.
 JA1941
 JA1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1941.GEOID18 height accuracy estimate available here.
 JA1941
 JA1941.Click photographs - Photos may exist for this station.
 JA1941
 JA1941.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1941
 JA1941. The following values were computed from the NAD 83(1997) position.
 JA1941
 JA1941;                    North         East     Units Scale Factor Converg.
 JA1941;SPC IN W     -   379,264.966   903,198.698   MT  0.99996679   +0 01 22.7
 JA1941;SPC IN W     - 1,244,305.14  2,963,244.40   sFT  0.99996679   +0 01 22.7
 JA1941;UTM  16      - 4,279,559.297   495,947.603   MT  0.99960020   -0 01 44.8
 JA1941
 JA1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9594779559(NAD 83)
 JA1941
 JA1941                          SUPERSEDED SURVEY CONTROL
 JA1941
 JA1941  NAD 83(1986)-  38 39 52.57756(N)    087 02 47.68844(W) AD(       ) 3
 JA1941  NAD 27      -  38 39 52.40000(N)    087 02 47.66000(W) AD(       ) 3
 JA1941
 JA1941.Superseded values are not recommended for survey control.
 JA1941
 JA1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1941.See file dsdata.pdf to determine how the superseded data were derived.
 JA1941
 JA1941_MARKER: 90 = CHURCH SPIRE
 JA1941
 JA1941  HISTORY     - Date     Condition        Report By
 JA1941  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA1941
 JA1941                          STATION DESCRIPTION
 JA1941
 JA1941'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2623 ***********************************************************************
 LB2623  DESIGNATION -  MONTICELLO
 LB2623  PID         -  LB2623
 LB2623  STATE/COUNTY-  IN/WHITE
 LB2623  COUNTRY     -  US
 LB2623  USGS QUAD   -  IDAVILLE (2019)
 LB2623
 LB2623                         *CURRENT SURVEY CONTROL
 LB2623  ______________________________________________________________________
 LB2623* NAD 83(1997) POSITION- 40 45 06.69486(N) 086 44 47.84548(W)   ADJUSTED
 LB2623* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 LB2623  ______________________________________________________________________
 LB2623  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 LB2623  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 LB2623  HORZ ORDER      -  SECOND
 LB2623
 LB2623.The horizontal coordinates were established by classical geodetic methods
 LB2623.and adjusted by the National Geodetic Survey in May 1999.
 LB2623
 LB2623.The orthometric height was scaled from a topographic map.
 LB2623
 LB2623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2623.GEOID18 height accuracy estimate available here.
 LB2623
 LB2623.Click photographs - Photos may exist for this station.
 LB2623
 LB2623.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2623
 LB2623. The following values were computed from the NAD 83(1997) position.
 LB2623
 LB2623;                    North         East     Units Scale Factor Converg.
 LB2623;SPC IN W     -   611,057.298   928,434.178   MT  0.99997661   +0 13 11.3
 LB2623;SPC IN W     - 2,004,777.15  3,046,037.80   sFT  0.99997661   +0 13 11.3
 LB2623;UTM  16      - 4,511,242.600   521,389.058   MT  0.99960563   +0 09 55.4
 LB2623
 LB2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2623!SPC IN W     -   0.99997270  x   0.99997661  =   0.99994931
 LB2623!UTM  16      -   0.99997270  x   0.99960563  =   0.99957834
 LB2623
 LB2623:                Primary Azimuth Mark                     Grid Az
 LB2623:SPC IN W     -  MONTICELLO AZ MK                         062 44 34.0
 LB2623:UTM  16      -  MONTICELLO AZ MK                         062 47 49.9
 LB2623
 LB2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2138911242(NAD 83)
 LB2623
 LB2623|---------------------------------------------------------------------|
 LB2623| PID    Reference Object                     Distance      Geod. Az  |
 LB2623|                                                           dddmmss.s |
 LB2623| CC8989 MONTICELLO AZ MK                                   0625745.3 |
 LB2623| CC8990 MONTICELLO RM 1                      21.165 METERS 06439     |
 LB2623| LB2640 MONTICELLO CO CTHSE CLOCKTOWER      APPROX. 1.5 KM 2404447.6 |
 LB2623| LB2643 MONTICELLO MUNICIPAL STANDPIPE      APPROX. 1.3 KM 2492344.8 |
 LB2623| LB2642 MONTICELLO CONDO JUNK YARD STK      APPROX. 1.4 KM 2550317.0 |
 LB2623| LB2661 MONTICELLO N IND PUB SERV MAST      APPROX. 1.7 KM 2792800.9 |
 LB2623| CC8991 MONTICELLO RM 2                      27.773 METERS 35229     |
 LB2623|---------------------------------------------------------------------|
 LB2623
 LB2623                          SUPERSEDED SURVEY CONTROL
 LB2623
 LB2623  NAD 83(1986)-  40 45 06.70046(N)    086 44 47.85571(W) AD(       ) 2
 LB2623  NAD 27      -  40 45 06.55920(N)    086 44 47.81280(W) AD(       ) 2
 LB2623
 LB2623.Superseded values are not recommended for survey control.
 LB2623
 LB2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2623.See file dsdata.pdf to determine how the superseded data were derived.
 LB2623
 LB2623_MARKER: DS = TRIANGULATION STATION DISK
 LB2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2623_STAMPING: MONTICELLO 1948
 LB2623_MARK LOGO: CGS
 LB2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2623+STABILITY: SURFACE MOTION
 LB2623
 LB2623  HISTORY     - Date     Condition        Report By
 LB2623  HISTORY     - 1948     MONUMENTED       CGS
 LB2623  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB2623
 LB2623                          STATION DESCRIPTION
 LB2623
 LB2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2623'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF MONTICELLO IN THE
 LB2623'NORTHWEST CORNER OF THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2623'HIGHWAY 39 NORTH AND A PAVED ROAD SOUTH.  IT IS 154 FEET NORTHWEST
 LB2623'OF THE INTERSECTION, 106 FEET NORTH OF CENTER OF HIGHWAY 24 AND
 LB2623'13 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 LB2623'INCHES AND THE DISK IS STAMPED MONTICELLO 1948.
 LB2623'
 LB2623'REFERENCE MARK NO. 1 IS 69.44 FEET NORTHEAST OF STATION.  IT IS 108
 LB2623'FEET NORTH OF CENTER OF HIGHWAY 24 AND 88 FEET WEST OF CENTER OF
 LB2623'HIGHWAY 39.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2623'STAMPED MONTICELLO NO 1 1948.
 LB2623'
 LB2623'REFERENCE MARK NO. 2 IS 91.12 FEET NORTHWEST OF STATION.  IT IS 172
 LB2623'FEET NORTH OF CENTER OF HIGHWAY 24 AND 155 FEET WEST OF CENTER OF
 LB2623'HIGHWAY 39.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LB2623'STAMPED MONTICELLO NO 2 1948.
 LB2623'
 LB2623'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF STATION.  IT IS 35 FEET NORTH
 LB2623'OF CENTER OF HIGHWAY 24, 5 FEET WEST OF A CONCRETE CORNER POST AND 4
 LB2623'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8
 LB2623'INCHES AND THE DISK IS STAMPED MONTICELLO 1948.
 LB2623'
 LB2623'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON HIGHWAY 24 FOR
 LB2623'0.3 MILE TO AZIMUTH MARK ON LEFT OR NORTH OF HIGHWAY AS DESCRIBED.
 LB2623'
 LB2623'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2623
 LB2623                          STATION RECOVERY (1961)
 LB2623
 LB2623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB2623'STATION AND REFERENCE MARKS NOT FOUND DUE TO HIGHWAY DUMP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2640 ***********************************************************************
 LB2640  DESIGNATION -  MONTICELLO CO CTHSE CLOCKTOWER
 LB2640  PID         -  LB2640
 LB2640  STATE/COUNTY-  IN/WHITE
 LB2640  COUNTRY     -  US
 LB2640  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2640
 LB2640                         *CURRENT SURVEY CONTROL
 LB2640  ______________________________________________________________________
 LB2640* NAD 83(1997) POSITION- 40 44 42.55203(N) 086 45 44.51120(W)   ADJUSTED
 LB2640  ______________________________________________________________________
 LB2640  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 LB2640  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 LB2640  HORZ ORDER      -  THIRD
 LB2640
 LB2640.The horizontal coordinates were established by classical geodetic methods
 LB2640.and adjusted by the National Geodetic Survey in May 1999.
 LB2640
 LB2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2640.GEOID18 height accuracy estimate available here.
 LB2640
 LB2640.Click photographs - Photos may exist for this station.
 LB2640
 LB2640.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2640
 LB2640. The following values were computed from the NAD 83(1997) position.
 LB2640
 LB2640;                    North         East     Units Scale Factor Converg.
 LB2640;SPC IN W     -   610,307.608   927,107.660   MT  0.99997571   +0 12 34.2
 LB2640;SPC IN W     - 2,002,317.54  3,041,685.71   sFT  0.99997571   +0 12 34.2
 LB2640;UTM  16      - 4,510,494.448   520,062.321   MT  0.99960495   +0 09 18.4
 LB2640
 LB2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2006210494(NAD 83)
 LB2640
 LB2640                          SUPERSEDED SURVEY CONTROL
 LB2640
 LB2640  NAD 83(1986)-  40 44 42.55782(N)    086 45 44.52103(W) AD(       ) 3
 LB2640  NAD 27      -  40 44 42.41600(N)    086 45 44.47900(W) AD(       ) 3
 LB2640
 LB2640.Superseded values are not recommended for survey control.
 LB2640
 LB2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2640.See file dsdata.pdf to determine how the superseded data were derived.
 LB2640
 LB2640_MARKER: 55 = TOWER
 LB2640
 LB2640  HISTORY     - Date     Condition        Report By
 LB2640  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2640
 LB2640                          STATION DESCRIPTION
 LB2640
 LB2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2640'THIS IS AN INTERSECTION STATION.
 LB2640'
 LB2640'STATION IS LOCATED IN THE CENTER OF MONTICELLO.  IT IS A GREY STONE
 LB2640'TWO STORY BUILDING WITH A BELFRY AND CLOCKTOWER ON THE SOUTHEAST
 LB2640'CORNER.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF
 LB2640'THE ROOF OF THE CLOCKTOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2642 ***********************************************************************
 LB2642  DESIGNATION -  MONTICELLO CONDO JUNK YARD STK
 LB2642  PID         -  LB2642
 LB2642  STATE/COUNTY-  IN/WHITE
 LB2642  COUNTRY     -  US
 LB2642  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2642
 LB2642                         *CURRENT SURVEY CONTROL
 LB2642  ______________________________________________________________________
 LB2642* NAD 83(1997) POSITION- 40 44 55.08989(N) 086 45 44.99346(W)   ADJUSTED
 LB2642  ______________________________________________________________________
 LB2642  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 LB2642  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LB2642  HORZ ORDER      -  THIRD
 LB2642
 LB2642.The horizontal coordinates were established by classical geodetic methods
 LB2642.and adjusted by the National Geodetic Survey in May 1999.
 LB2642
 LB2642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2642.GEOID18 height accuracy estimate available here.
 LB2642
 LB2642.Click photographs - Photos may exist for this station.
 LB2642
 LB2642.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2642
 LB2642. The following values were computed from the NAD 83(1997) position.
 LB2642
 LB2642;                    North         East     Units Scale Factor Converg.
 LB2642;SPC IN W     -   610,694.309   927,094.932   MT  0.99997570   +0 12 33.9
 LB2642;SPC IN W     - 2,003,586.25  3,041,643.96   sFT  0.99997570   +0 12 33.9
 LB2642;UTM  16      - 4,510,881.017   520,049.966   MT  0.99960495   +0 09 18.1
 LB2642
 LB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2004910881(NAD 83)
 LB2642
 LB2642                          SUPERSEDED SURVEY CONTROL
 LB2642
 LB2642  NAD 83(1986)-  40 44 55.09445(N)    086 45 45.00670(W) AD(       ) 3
 LB2642  NAD 27      -  40 44 54.95200(N)    086 45 44.96200(W) AD(       ) 3
 LB2642
 LB2642.Superseded values are not recommended for survey control.
 LB2642
 LB2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2642.See file dsdata.pdf to determine how the superseded data were derived.
 LB2642
 LB2642_MARKER: 63 = STACK
 LB2642
 LB2642  HISTORY     - Date     Condition        Report By
 LB2642  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2642
 LB2642                          STATION DESCRIPTION
 LB2642
 LB2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2642'THIS IS AN INTERSECTION STATION.
 LB2642'
 LB2642'STATION IS LOCATED IN THE NORTHERN SECTION OF MONTICELLO.  IT IS
 LB2642'ABOUT 250 FEET WEST OF MAIN STREET AND 75 FEET NORTH OF THE
 LB2642'PENNSYLVANIA RAILROAD TRACKS.  IT IS CONSTRUCTED OF RED BRICK AND
 LB2642'IS ABOUT 75 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER OF THE
 LB2642'TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2643 ***********************************************************************
 LB2643  DESIGNATION -  MONTICELLO MUNICIPAL STANDPIPE
 LB2643  PID         -  LB2643
 LB2643  STATE/COUNTY-  IN/WHITE
 LB2643  COUNTRY     -  US
 LB2643  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2643
 LB2643                         *CURRENT SURVEY CONTROL
 LB2643  ______________________________________________________________________
 LB2643* NAD 83(1997) POSITION- 40 44 52.28413(N) 086 45 38.23524(W)   ADJUSTED
 LB2643  ______________________________________________________________________
 LB2643  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 LB2643  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LB2643  HORZ ORDER      -  THIRD
 LB2643
 LB2643.The horizontal coordinates were established by classical geodetic methods
 LB2643.and adjusted by the National Geodetic Survey in May 1999.
 LB2643
 LB2643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2643.GEOID18 height accuracy estimate available here.
 LB2643
 LB2643.Click photographs - Photos may exist for this station.
 LB2643
 LB2643.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2643
 LB2643. The following values were computed from the NAD 83(1997) position.
 LB2643
 LB2643;                    North         East     Units Scale Factor Converg.
 LB2643;SPC IN W     -   610,608.344   927,253.790   MT  0.99997581   +0 12 38.3
 LB2643;SPC IN W     - 2,003,304.21  3,042,165.14   sFT  0.99997581   +0 12 38.3
 LB2643;UTM  16      - 4,510,794.933   520,208.682   MT  0.99960503   +0 09 22.5
 LB2643
 LB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2020810794(NAD 83)
 LB2643
 LB2643                          SUPERSEDED SURVEY CONTROL
 LB2643
 LB2643  NAD 83(1986)-  40 44 52.28931(N)    086 45 38.24655(W) AD(       ) 3
 LB2643  NAD 27      -  40 44 52.14700(N)    086 45 38.20300(W) AD(       ) 3
 LB2643
 LB2643.Superseded values are not recommended for survey control.
 LB2643
 LB2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2643.See file dsdata.pdf to determine how the superseded data were derived.
 LB2643
 LB2643_MARKER: 52 = STANDPIPE TANK
 LB2643
 LB2643  HISTORY     - Date     Condition        Report By
 LB2643  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2643
 LB2643                          STATION DESCRIPTION
 LB2643
 LB2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2643'THIS IS AN INTERSECTION STATION.
 LB2643'
 LB2643'STATION IS LOCATED IN THE CENTER OF MONTICELLO AT THE CORNER OF BLUFF
 LB2643'AND MARION STREET.  IT IS A STEEL STANDPIPE PAINTED SILVER ABOUT 35
 LB2643'FEET IN DIAMETER AND ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON
 LB2643'WAS THE CENTER OF THE TOP OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2661 ***********************************************************************
 LB2661  DESIGNATION -  MONTICELLO N IND PUB SERV MAST
 LB2661  PID         -  LB2661
 LB2661  STATE/COUNTY-  IN/WHITE
 LB2661  COUNTRY     -  US
 LB2661  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB2661
 LB2661                         *CURRENT SURVEY CONTROL
 LB2661  ______________________________________________________________________
 LB2661* NAD 83(1997) POSITION- 40 45 15.71466(N) 086 45 59.02577(W)   ADJUSTED
 LB2661  ______________________________________________________________________
 LB2661  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 LB2661  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 LB2661  HORZ ORDER      -  THIRD
 LB2661
 LB2661.The horizontal coordinates were established by classical geodetic methods
 LB2661.and adjusted by the National Geodetic Survey in May 1999.
 LB2661
 LB2661.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2661.GEOID18 height accuracy estimate available here.
 LB2661
 LB2661.Click photographs - Photos may exist for this station.
 LB2661
 LB2661.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2661
 LB2661. The following values were computed from the NAD 83(1997) position.
 LB2661
 LB2661;                    North         East     Units Scale Factor Converg.
 LB2661;SPC IN W     -   611,329.305   926,763.455   MT  0.99997548   +0 12 24.9
 LB2661;SPC IN W     - 2,005,669.56  3,040,556.44   sFT  0.99997548   +0 12 24.9
 LB2661;UTM  16      - 4,511,516.092   519,719.214   MT  0.99960479   +0 09 09.0
 LB2661
 LB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1971911516(NAD 83)
 LB2661
 LB2661                          SUPERSEDED SURVEY CONTROL
 LB2661
 LB2661  NAD 83(1986)-  40 45 15.72044(N)    086 45 59.03571(W) AD(       ) 3
 LB2661  NAD 27      -  40 45 15.58000(N)    086 45 58.99000(W) AD(       ) 3
 LB2661
 LB2661.Superseded values are not recommended for survey control.
 LB2661
 LB2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2661.See file dsdata.pdf to determine how the superseded data were derived.
 LB2661
 LB2661_MARKER: 42 = RADIO/TV MAST
 LB2661
 LB2661  HISTORY     - Date     Condition        Report By
 LB2661  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2661
 LB2661                          STATION DESCRIPTION
 LB2661
 LB2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2661'THIS IS AN INTERSECTION STATION.
 LB2661'
 LB2661'STATION IS LOCATED IN THE NORTHWEST SECTION OF MONTICELLO AT THE
 LB2661'CORNER OF IRELAND AND FIRST STREET.  IT IS A STEEL STRUCTURED RADIO
 LB2661'MAST PAINTED RED AND WHITE ABOUT 100 FEET HIGH.  THE POINT OBSERVED
 LB2661'ON WAS THE CENTER OF THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2034 ***********************************************************************
 LA2034  DESIGNATION -  MONTPELIER MUNICIPAL TANK
 LA2034  PID         -  LA2034
 LA2034  STATE/COUNTY-  IN/BLACKFORD
 LA2034  COUNTRY     -  US
 LA2034  USGS QUAD   -  MONTPELIER (2019)
 LA2034
 LA2034                         *CURRENT SURVEY CONTROL
 LA2034  ______________________________________________________________________
 LA2034* NAD 83(1997) POSITION- 40 33 09.08251(N) 085 16 29.20494(W)   ADJUSTED
 LA2034  ______________________________________________________________________
 LA2034  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 LA2034  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 LA2034  HORZ ORDER      -  THIRD
 LA2034
 LA2034.The horizontal coordinates were established by classical geodetic methods
 LA2034.and adjusted by the National Geodetic Survey in May 1999.
 LA2034
 LA2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2034.GEOID18 height accuracy estimate available here.
 LA2034
 LA2034.Click photographs - Photos may exist for this station.
 LA2034
 LA2034.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2034
 LA2034. The following values were computed from the NAD 83(1997) position.
 LA2034
 LA2034;                    North         East     Units Scale Factor Converg.
 LA2034;SPC IN E     -   588,941.509   133,192.441   MT  0.99998022   +0 15 17.2
 LA2034;SPC IN E     - 1,932,218.93    436,982.20   sFT  0.99998022   +0 15 17.2
 LA2034;UTM  16      - 4,490,514.828   646,074.005   MT  0.99986265   +1 07 18.6
 LA2034
 LA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4607490514(NAD 83)
 LA2034
 LA2034                          SUPERSEDED SURVEY CONTROL
 LA2034
 LA2034  NAD 83(1995)-  40 33 09.08258(N)    085 16 29.21025(W) AD(       ) 3
 LA2034  NAD 83(1986)-  40 33 09.08512(N)    085 16 29.21948(W) AD(       ) 3
 LA2034  NAD 27      -  40 33 08.91600(N)    085 16 29.30400(W) AD(       ) 3
 LA2034
 LA2034.Superseded values are not recommended for survey control.
 LA2034
 LA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2034.See file dsdata.pdf to determine how the superseded data were derived.
 LA2034
 LA2034_MARKER: 53 = ELEVATED TANK
 LA2034
 LA2034  HISTORY     - Date     Condition        Report By
 LA2034  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2034
 LA2034                          STATION DESCRIPTION
 LA2034
 LA2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2034'THE STATION IS LOCATED IN THE TOWN OF MONTPELIER.  IT IS ABOUT
 LA2034'150 FEET EAST OF
 LA2034'THE EAST END OF GREEN STREET.  IT IS AN ELEVATED TANK PAINTED
 LA2034'ALUMNIUM, AND ABOUT 125 FEET HIGH.
 LA2034'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2032 ***********************************************************************
 LA2032  DESIGNATION -  MONTPELIER RESET
 LA2032  PID         -  LA2032
 LA2032  STATE/COUNTY-  IN/BLACKFORD
 LA2032  COUNTRY     -  US
 LA2032  USGS QUAD   -  MONTPELIER (2019)
 LA2032
 LA2032                         *CURRENT SURVEY CONTROL
 LA2032  ______________________________________________________________________
 LA2032* NAD 83(1997) POSITION- 40 33 05.52006(N) 085 16 38.20788(W)   ADJUSTED
 LA2032* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2032  ______________________________________________________________________
 LA2032  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 LA2032  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 LA2032  HORZ ORDER      -  THIRD
 LA2032
 LA2032.The horizontal coordinates were established by classical geodetic methods
 LA2032.and adjusted by the National Geodetic Survey in May 1999.
 LA2032
 LA2032.The orthometric height was scaled from a topographic map.
 LA2032
 LA2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2032.GEOID18 height accuracy estimate available here.
 LA2032
 LA2032.Click photographs - Photos may exist for this station.
 LA2032
 LA2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2032
 LA2032. The following values were computed from the NAD 83(1997) position.
 LA2032
 LA2032;                    North         East     Units Scale Factor Converg.
 LA2032;SPC IN E     -   588,830.686   132,981.109   MT  0.99998005   +0 15 11.4
 LA2032;SPC IN E     - 1,931,855.34    436,288.86   sFT  0.99998005   +0 15 11.4
 LA2032;UTM  16      - 4,490,400.833   645,864.400   MT  0.99986190   +1 07 12.7
 LA2032
 LA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2032!SPC IN E     -   0.99996363  x   0.99998005  =   0.99994368
 LA2032!UTM  16      -   0.99996363  x   0.99986190  =   0.99982554
 LA2032
 LA2032:                Primary Azimuth Mark                     Grid Az
 LA2032:SPC IN E     -  FIAT                                     089 00 12.5
 LA2032:UTM  16      -  FIAT                                     088 08 11.2
 LA2032
 LA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4586490400(NAD 83)
 LA2032
 LA2032|---------------------------------------------------------------------|
 LA2032| PID    Reference Object                     Distance      Geod. Az  |
 LA2032|                                                           dddmmss.s |
 LA2032| LA2034 MONTPELIER MUNICIPAL TANK           238.631 METERS 06235     |
 LA2032| LA2014 FIAT                                APPROX. 6.2 KM 0891523.9 |
 LA2032| CC8993 MONTPELIER RM 1                      27.804 METERS 13003     |
 LA2032| CC8992 MONTPELIER AZ MK                                   2920347.0 |
 LA2032| CC8994 MONTPELIER RM 2                      26.604 METERS 31045     |
 LA2032|---------------------------------------------------------------------|
 LA2032
 LA2032                          SUPERSEDED SURVEY CONTROL
 LA2032
 LA2032  NAD 83(1995)-  40 33 05.52082(N)    085 16 38.21146(W) AD(       ) 3
 LA2032  NAD 83(1986)-  40 33 05.52276(N)    085 16 38.22197(W) AD(       ) 3
 LA2032  NAD 27      -  40 33 05.35840(N)    085 16 38.29460(W) AD(       ) 3
 LA2032
 LA2032.Superseded values are not recommended for survey control.
 LA2032
 LA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2032.See file dsdata.pdf to determine how the superseded data were derived.
 LA2032
 LA2032_MARKER: DS = TRIANGULATION STATION DISK
 LA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2032_STAMPING: MONTPELIER 1955 1970
 LA2032_MARK LOGO: CGS
 LA2032_PROJECTION: FLUSH
 LA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2032+STABILITY: SURFACE MOTION
 LA2032
 LA2032  HISTORY     - Date     Condition        Report By
 LA2032  HISTORY     - 1955     MONUMENTED       CGS
 LA2032  HISTORY     - 1957     SEE DESCRIPTION  LOCSUR
 LA2032  HISTORY     - 1957     SEE DESCRIPTION  LOCSUR
 LA2032  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2032  HISTORY     - 1970     GOOD             NGS
 LA2032
 LA2032                          STATION DESCRIPTION
 LA2032
 LA2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2032'THE STATION IS LOCATED AT THE NORTH CENTRAL EDGE OF THE MONTPELIER
 LA2032'HIGH SCHOOL GROUND WHICH IS IN THE SOUTHERN EDGE OF MONTPELIER.
 LA2032'
 LA2032'IT IS 90 FEET WEST OF THE CENTER OF A SIDE STREET, 77 FEET NORTHEAST
 LA2032'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 67 FEET NORTHEAST OF THE
 LA2032'CENTER OF THE NORTH ENTRANCE DOOR OF THE SCHOOLHOUSE AND 54 FEET SOUTH
 LA2032'OF THE CENTER OF MONROE STREET.
 LA2032'
 LA2032'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MONROE STREET
 LA2032'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2032'
 LA2032'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2032'MONTPELIER 1955.
 LA2032'
 LA2032'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTER OF THE SIDE STREET AND
 LA2032'1 FOOT WEST OF THE EDGE OF A SIDEWALK.  THE MARK IS FLUSH WITH THE
 LA2032'GROUND, AND THE DISK IS STAMPED MONTPELIER NO 1 1955.
 LA2032'
 LA2032'REFERENCE MARK 2 IS 20 FEET WEST OF THE CENTER OF THE SCHOOL DRIVEWAY
 LA2032'AND 19 FEET SOUTH OF THE CENTER OF MONROE STREET.  IT IS A STANDARD
 LA2032'DISK CEMENTED IN A DRILL HOLE AT THE WEST EDGE OF THE SIDEWALK LEADING
 LA2032'TO THE SCHOOLHOUSE.  THE MARK IS FLUSH WITH THE SIDEWALK, AND THE DISK
 LA2032'IS STAMPED MONTPELIER NO 2 1955.
 LA2032'
 LA2032'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF MONROE STREET, 14
 LA2032'FEET NORTHWEST OF THE EAST ONE OF TWO TRANSFORMER POWERLINE POLES AND
 LA2032'1 FOOT NORTH OF A 4 IN BY 4 IN WHITE WITNESS POST.  THE MARK PROJECTS
 LA2032'3 INCHES, AND THE DISK IS STAMPED MONTPELIER 1955
 LA2032'
 LA2032'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2032
 LA2032                          STATION RECOVERY (1957)
 LA2032
 LA2032'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957 (GWW)
 LA2032'LETTER OF MR. G.W. WALKER, WALKER FUNERAL HOME, MONTPELIER, IND.,
 LA2032'DATED MAY 21, 1957.  THE AZIMUTH MARK WAS ACCIDENTALLY DESTROYED WHILE
 LA2032'CLEARING AN ABANDONED LOT.  THE MARK WAS FORWARDED TO THIS OFFICE BY
 LA2032'MR. WALKER AND RECEIVED 7/29/57.
 LA2032
 LA2032                          STATION RECOVERY (1957)
 LA2032
 LA2032'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957 (JES)
 LA2032'REPORT OF MR. JAMES E SMITH, MONTPELIER STONE CO., MONTPELIER, IND.
 LA2032'DATED 9/12/57.
 LA2032'
 LA2032'IN THE COURSE OF GRADING A LOT, OWNED BY THE MONTPELIER CITY SCHOOL,
 LA2032'FOR PARKING PURPOSES WE ACCIDENTILY PUSHED ONE OF YOUR SURVEY MARKERS
 LA2032'OUT.
 LA2032'
 LA2032'STATION DISK STAMPED MONTPELIER 1955 RECEIVED AT THIS OFFICE 10/1/57
 LA2032
 LA2032                          STATION RECOVERY (1960)
 LA2032
 LA2032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2032'STATION WAS NOT FOUND.  THE JANITOR OF THE SCHOOL SAID HE THOUGHT IT
 LA2032'HAS BEEN TORN OUT A NEW DRIVE AND A PARKING LOT WERE BUILT IN AREA OF
 LA2032'STATION MARK.  R.M. 1 AND R.M. 2 ARE IN GOOD CONDITION AS DESCRIBED.
 LA2032
 LA2032                          STATION RECOVERY (1970)
 LA2032
 LA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LA2032'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG
 LA2032'SEARCH.  THE SURFACE STATION MARK WAS REPORTED DESTROYED IN 1957 BY
 LA2032'GRADING.  A SMALL PORTION OF THE MONUMENT OF REFERENCE MARK 1 WAS
 LA2032'FOUND BUT NO TRACE OF THE DISK COULD BE FOUND.  THE SIDEWALK THAT
 LA2032'REFERENCE MARK 2 WAS SET IN THE HAS BEEN TORN OUT AND REPLACED BY A
 LA2032'NEW WALK.  THE AZIMUTH MARK WAS DESTROYED BY GRADING IN 1957 ALSO.
 LA2032'THERE WAS NO OBJECT FROM WHICH TO SET A NEW AZIMUTH MARK FROM NOR TO
 LA2032'TIE THE REFERENCE MARK TO.  REFERENCE MARKS 3 AND 4 WERE SET ALONG
 LA2032'WITH A NEW SURFACE STATION MARK.  A NEW DESCRIPTION FOLLOWS--
 LA2032'
 LA2032'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE MONTPELIER SCHOOL
 LA2032'GROUNDS NEAR THE INTERSECTION OF MONROE AND ADAMS STREETS ABOUT 2
 LA2032'BLOCKS SOUTHEAST OF THE MAIN PART OF MONTPELIER.
 LA2032'
 LA2032'IT IS, 11 FEET NORTH OF THE NORTH CURB OF DRIVE AT NORTH SIDE OF
 LA2032'SCHOOL, 90 FEET WEST OF THE CENTERLINE OF ADAMS STREET, 54 FEET SOUTH
 LA2032'OF THE CENTERLINE OF MONROE STREET, 77 FEET NORTHEAST OF THE NORTHWEST
 LA2032'CORNER OF THE SCHOOL, AND 67 FEET NORTHEAST OF THE CENTER OF THE NORTH
 LA2032'ENTRANCE TO THE SCHOOL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2032'MONTPELIER 1955 1970.
 LA2032'
 LA2032'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MONTPELIER 1955 NO 3 1970
 LA2032'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH CONCRETE CURBING OF THE
 LA2032'DRIVE, 43 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL AND 7
 LA2032'FEET EAST OF THE CENTERLINE OF WALK TO THE NORTH ENTRANCE TO SCHOOL.
 LA2032'
 LA2032'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MONTPELIER 1955 NO 4 1970
 LA2032'SET IN A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE CURBING OF THE
 LA2032'DRIVE, 90 FEET SOUTH OF THE CENTERLINE OF MONROE STREET, 103 FEET
 LA2032'NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL AND 69 FEET WEST OF
 LA2032'THE CENTERLINE OF ADAMS STREET.
 LA2032'
 LA2032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONTPELIER.
 LA2032'
 LA2032'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2139 ***********************************************************************
 LB2139  CBN         -  This is a Cooperative Base Network Control Station.
 LB2139  DESIGNATION -  MOODY
 LB2139  PID         -  LB2139
 LB2139  STATE/COUNTY-  IN/JASPER
 LB2139  COUNTRY     -  US
 LB2139  USGS QUAD   -  MCCOYSBURG (2019)
 LB2139
 LB2139                         *CURRENT SURVEY CONTROL
 LB2139  ______________________________________________________________________
 LB2139* NAD 83(2011) POSITION- 40 59 33.47966(N) 087 04 01.13434(W)   ADJUSTED
 LB2139* NAD 83(2011) ELLIP HT-   189.350 (meters)        (06/27/12)   ADJUSTED
 LB2139* NAD 83(2011) EPOCH   -  2010.00
 LB2139* NAVD 88 ORTHO HEIGHT -   223.0   (meters)      732.    (feet) GPS OBS
 LB2139  ______________________________________________________________________
 LB2139  NAVD 88 orthometric height was determined with geoid model    GEOID96
 LB2139  GEOID HEIGHT    -        -33.539 (meters)                     GEOID96
 LB2139  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 LB2139  NAD 83(2011) X  -    246,697.044 (meters)                     COMP
 LB2139  NAD 83(2011) Y  - -4,814,954.931 (meters)                     COMP
 LB2139  NAD 83(2011) Z  -  4,161,929.939 (meters)                     COMP
 LB2139  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 LB2139
 LB2139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2139  Standards:
 LB2139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2139  -------------------------------------------------------------------
 LB2139  NETWORK    0.59   1.25           0.28   0.18   0.64     -0.09020449
 LB2139  -------------------------------------------------------------------
 LB2139  Click here for local accuracies and other accuracy information.
 LB2139
 LB2139.The horizontal coordinates were established by GPS observations
 LB2139.and adjusted by the National Geodetic Survey in June 2012.
 LB2139
 LB2139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2139.been affixed to the stable North American tectonic plate. See 
 LB2139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2139
 LB2139.The horizontal coordinates are valid at the epoch date displayed above
 LB2139.which is a decimal equivalence of Year/Month/Day.
 LB2139
 LB2139.The orthometric height was determined by GPS observations and a
 LB2139.high-resolution geoid model.
 LB2139
 LB2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2139.GEOID18 height accuracy estimate available here.
 LB2139
 LB2139.Click photographs - Photos may exist for this station.
 LB2139
 LB2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2139
 LB2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2139
 LB2139.The ellipsoidal height was determined by GPS observations
 LB2139.and is referenced to NAD 83.
 LB2139
 LB2139. The following values were computed from the NAD 83(2011) position.
 LB2139
 LB2139;                    North         East     Units Scale Factor Converg.
 LB2139;SPC IN W     -   637,740.245   901,375.850   MT  0.99996669   +0 00 38.6
 LB2139;SPC IN W     - 2,092,319.45  2,957,263.93   sFT  0.99996669   +0 00 38.6
 LB2139;UTM  16      - 4,537,941.442   494,366.104   MT  0.99960039   -0 02 38.2
 LB2139
 LB2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2139!SPC IN W     -   0.99997030  x   0.99996669  =   0.99993699
 LB2139!UTM  16      -   0.99997030  x   0.99960039  =   0.99957070
 LB2139
 LB2139:                Primary Azimuth Mark                     Grid Az
 LB2139:SPC IN W     -  RENSSELAER CO CTHSE CLOCKTOWER           228 15 32.5
 LB2139:UTM  16      -  RENSSELAER CO CTHSE CLOCKTOWER           228 18 49.3
 LB2139
 LB2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9436637941(NAD 83)
 LB2139
 LB2139|---------------------------------------------------------------------|
 LB2139| PID    Reference Object                     Distance      Geod. Az  |
 LB2139|                                                           dddmmss.s |
 LB2139| CM3193 MOODY RM 3                           24.719 METERS 10031     |
 LB2139| CM3191 MOODY RM 1                           26.030 METERS 20715     |
 LB2139| CM3190 MOODY AZ MK                                        2201129.8 |
 LB2139| LB2156 RENSSELAER ST JOSEPH COLL TANK      APPROX.11.1 KM 2232827.7 |
 LB2139| LB2153 RENSSELAER ST JOSEPH COLL STK       APPROX.11.1 KM 2235913.9 |
 LB2139| LB2155 RENSSELAER CO CTHSE CLOCKTOWER      APPROX. 9.5 KM 2281611.1 |
 LB2139| LB2150 RENSSELAER MUNICIPAL TANK           APPROX. 9.4 KM 2312245.9 |
 LB2139| CM3192 MOODY RM 2                           29.314 METERS 29722     |
 LB2139|---------------------------------------------------------------------|
 LB2139
 LB2139                          SUPERSEDED SURVEY CONTROL
 LB2139
 LB2139  NAD 83(2007)-  40 59 33.47981(N)    087 04 01.13538(W) AD(2002.00) 0
 LB2139  ELLIP H (02/10/07)  189.374  (m)                       GP(2002.00)    
 LB2139  NAD 83(1997)-  40 59 33.47977(N)    087 04 01.13507(W) AD(       ) B
 LB2139  ELLIP H (04/10/98)  189.393  (m)                       GP(       ) 4 1
 LB2139  NAD 83(1986)-  40 59 33.48446(N)    087 04 01.14611(W) AD(       ) 1
 LB2139  NAD 27      -  40 59 33.34770(N)    087 04 01.06560(W) AD(       ) 1
 LB2139  NGVD 29             222.99   (m)          731.6    (f) LEVELING    3  
 LB2139
 LB2139.Superseded values are not recommended for survey control.
 LB2139
 LB2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2139.See file dsdata.pdf to determine how the superseded data were derived.
 LB2139
 LB2139_MARKER: DS = TRIANGULATION STATION DISK
 LB2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2139_STAMPING: MOODY 1947
 LB2139_MARK LOGO: CGS
 LB2139_PROJECTION: FLUSH
 LB2139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2139+STABILITY: SURFACE MOTION
 LB2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2139+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1998
 LB2139
 LB2139  HISTORY     - Date     Condition        Report By
 LB2139  HISTORY     - 1947     MONUMENTED       CGS
 LB2139  HISTORY     - 1952     GOOD             CGS
 LB2139  HISTORY     - 1967     GOOD             CGS
 LB2139  HISTORY     - 19970805 GOOD             SEC
 LB2139  HISTORY     - 19980725 GOOD             WOOLPT
 LB2139
 LB2139                          STATION DESCRIPTION
 LB2139
 LB2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2139'THE STATION IS LOCATED 9 MILES WEST OF FRANCESVILLE AND 6 MILES
 LB2139'NORTHEAST OF RENSSELAER, ON PROPERTY OWNED BY EARL BARKLEY.  IT IS
 LB2139'80 FEET WEST OF A CONCRETE FENCE CORNER POST, 76 FEET SOUTHEAST OF
 LB2139'THE SOUTHEAST CORNER OF THE BARKLEY SCHOOL BUILDING, 87 FEET
 LB2139'NORTHEAST OF A WHITE WITNESS POST AND 46 FEET NORTH OF THE CENTER OF
 LB2139'A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOODY
 LB2139'1947.
 LB2139'
 LB2139'REFERENCE MARK NO. 1 IS 85.39 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2139'30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 20 FEET EAST OF A
 LB2139'POWER LINE POLE AND 2-1/2 FEET EAST OF A WHITE WITNESS POST.  THE
 LB2139'MARK IS FLUSH AND THE DISK IS STAMPED MOODY NO 1 1947.
 LB2139'
 LB2139'REFERENCE MARK NO. 2 IS 96.17 FEET NORTHWEST OF THE STATION.  IT IS
 LB2139'SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 LB2139'STEP AT THE SOUTH ENTRANCE OF THE SCHOOL BUILDING.  THE DISK IS A
 LB2139'STANDARD USC AND GS REFERENCE MARK DISK STAMPED MOODY NO 2 1947.
 LB2139'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 18
 LB2139'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET SOUTH OF A
 LB2139'FENCE CORNER, 3.4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2139'EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2139'DISK IS STAMPED MOODY 1947.
 LB2139'
 LB2139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVEL ROAD
 LB2139'0.15 MILE TO A T-ROAD SOUTH, TURN LEFT AND GO SOUTH 0.15 MILE TO THE
 LB2139'MARK ON THE RIGHT.
 LB2139'
 LB2139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 114
 LB2139'IN RENSSELAER, GO EAST ON HIGHWAY 114 FOR 4.2 MILES TO A CROSSROAD
 LB2139'IN THE SETTLEMENT OF PLEASANT RIDGE, TURN LEFT AND GO NORTH 2.5
 LB2139'MILES TO A T-ROAD, TURN RIGHT AND GO EAST 0.25 MILE TO A T-ROAD
 LB2139'NORTH, TURN LEFT AND GO NORTH 1.55 MILES TO A T-ROAD RIGHT, TURN
 LB2139'RIGHT AND GO EAST 0.15 MILE TO THE STATION ON THE LEFT AS
 LB2139'DESCRIBED.
 LB2139'
 LB2139'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2139
 LB2139                          STATION RECOVERY (1952)
 LB2139
 LB2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2139'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2139'CONDITION.  THE DISTANCES AND THE DIRECTIONS TO THE AZIMUTH MARK AND
 LB2139'THE REFERENCE MARKS WERE CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 LB2139'
 LB2139'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2139
 LB2139                          STATION RECOVERY (1967)
 LB2139
 LB2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LB2139'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE SCHOOL HOUSE IS IN THE
 LB2139'PROCESS OF BEING TORN DOWN AND THE CHURCH REQUESTED THAT REFERENCE
 LB2139'MARK 2 BE DESTROYED.  A REFERENCE MARK 3 WAS SET.  THE AZIMUTH MARK
 LB2139'IS OBSTRUCTED BY BRUSH AND SMALL TREES IN A FENCE LINE AND COULD NOT
 LB2139'BE TAKEN.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED ALONG
 LB2139'WITH THE DIRECTION TO THE CUTS.  A NEW DESCRIPTION FOLLOWS.
 LB2139'
 LB2139'ABOUT 9 MILES WEST OF FRANCESVILLE, 6 MILES NORTHEAST OF RENSSELAER
 LB2139'AND ON THE PROPERTY OF THE BARKLEY METHODIST CHURCH.  IT IS 93 FEET
 LB2139'NORTHEAST OF THE INTERSECTION OF A DRIVEWAY SOUTH AND MOODY ROAD,
 LB2139'80 FEET NORTHWEST OF A CONCRETE FENCE CORNER, 80 FEET WEST OF A
 LB2139'FENCE LINE AND AN 18 INCH APPLE TREE AND 41 FEET NORTH OF THE
 LB2139'CENTERLINE OF MOODY ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2139'STAMPED MOODY 1947.
 LB2139'
 LB2139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 114
 LB2139'IN RENSSELAER, GO EAST ON HIGHWAY 114 FOR 4.2 MILES TO A CROSSROAD
 LB2139'IN THE SETTLEMENT OF PLEASANT RIDGE.  TURN LEFT AND GO NORTH ON THE
 LB2139'PAVED ROAD FOR 2.5 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 LB2139'THE ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 LB2139'ON THE PAVED ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LB2139'CONTINUE NORTH ON THE PAVED ROAD FOR 0.15 MILE TO A T-ROAD
 LB2139'(MOODY ROAD) TURN RIGHT AND GO EAST ON MOODY ROAD FOR 0.15 MILE
 LB2139'TO THE STATION ON THE LEFT.
 LB2139'
 LB2139'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY,
 LB2139'27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET EAST OF A POWER
 LB2139'POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 LB2139'FLUSH AND THE DISK IS STAMPED MOODY NO 1 1947.
 LB2139'
 LB2139'REFERENCE MARK 3 IS 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 LB2139'FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET SOUTH OF A CONCRETE
 LB2139'CORNER FENCE POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LB2139'STAMPED MOODY 1947 NO 3 1967.
 LB2139'
 LB2139'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF A 14 INCH HICKORY TREE, 18
 LB2139'FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A FENCE
 LB2139'AND A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2139'STAMPED MOODY 1947.
 LB2139'
 LB2139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 LB2139'OF RENSSELAER.
 LB2139'
 LB2139'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2139
 LB2139                          STATION RECOVERY (1997)
 LB2139
 LB2139'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB2139'THE STATION IS 9 MILES (14.5 KM) WEST OF FRANCESVILLE, 6 MILES (9.7
 LB2139'KM) NORTHEAST OF RENSSELAER.  TO REACH THE STATION FROM THE JUNCTION
 LB2139'OF STATE HIGHWAY 114 AND U.S. HIGHWAY 231 IN RENSSELAER, GO WEST ON
 LB2139'STATE ROAD 114 FOR 4.0 MILES (6.4 KM) TO THE SETTLEMENT OF PLEASANT
 LB2139'RIDGE AND COUNTY ROAD 150 WEST, TURN LEFT AND GO NORTH FOR 2.50 MILES
 LB2139'(4.02 KM) TO A T-ROAD.  TURN RIGHT AND GO EAST FOR 0.25 MILES (0.40
 LB2139'KM) TO COUNTY ROAD 125 WEST.  TURN LEFT AND GO NORTH FOR 1.40 MILES
 LB2139'(2.25 KM) TO AZIMUTH MARK ON LEFT.  CONTINUE NORTH FOR 0.15 MILES
 LB2139'(0.24 KM) TO A T-ROAD, MOODY ROAD.  TURN RIGHT AND GO EAST FOR 0.15
 LB2139'MILES (0.24 KM) TO THE STATION ON LEFT.  OWNERSHIP--DELOS AND VIRGINIA
 LB2139'PULLING, 374 SOUTH 420 WEST, RENSSELAER IN 47978, PHONE 219-866-3543.
 LB2139'LOCATED AT AZIMUTH 228 DEGREES 21.170 METERS (69.455 FT) TO PWP,
 LB2139'AZIMUTH 104 DEGREES 24.60 METERS (80.71 FT) TO CONCRETE FENCE POST,
 LB2139'AZIMUTH 180 DEGREES 13.42 METERS (44.03 FT) TO CENTERLINE OF ROAD,
 LB2139'AZIMUTH 009 DEGREES 10.60 METERS (34.78 FT) TO 8 INCH STEEL POLE.
 LB2139
 LB2139                          STATION RECOVERY (1998)
 LB2139
 LB2139'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB2139'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0771 ***********************************************************************
 JA0771  DESIGNATION -  MOORE
 JA0771  PID         -  JA0771
 JA0771  STATE/COUNTY-  IN/LAWRENCE
 JA0771  COUNTRY     -  US
 JA0771  USGS QUAD   -  GEORGIA (2019)
 JA0771
 JA0771                         *CURRENT SURVEY CONTROL
 JA0771  ______________________________________________________________________
 JA0771* NAD 83(1997) POSITION- 38 43 43.50087(N) 086 30 28.07367(W)   ADJUSTED
 JA0771* NAVD 88 ORTHO HEIGHT -   251.987 (meters)      826.73  (feet) ADJUSTED
 JA0771  ______________________________________________________________________
 JA0771  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 JA0771  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 JA0771  DYNAMIC HEIGHT  -        251.824 (meters)      826.19  (feet) COMP
 JA0771  MODELED GRAVITY -    979,971.5   (mgal)                       NAVD 88
 JA0771
 JA0771  HORZ ORDER      -  SECOND
 JA0771  VERT ORDER      -  FIRST     CLASS II
 JA0771
 JA0771.The horizontal coordinates were established by classical geodetic methods
 JA0771.and adjusted by the National Geodetic Survey in May 1999.
 JA0771
 JA0771.The orthometric height was determined by differential leveling and
 JA0771.adjusted by the NATIONAL GEODETIC SURVEY
 JA0771.in June 1991.
 JA0771
 JA0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0771.GEOID18 height accuracy estimate available here.
 JA0771
 JA0771.Click photographs - Photos may exist for this station.
 JA0771
 JA0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0771
 JA0771.The dynamic height is computed by dividing the NAVD 88
 JA0771.geopotential number by the normal gravity value computed on the
 JA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0771.degrees latitude (g = 980.6199 gals.).
 JA0771
 JA0771.The modeled gravity was interpolated from observed gravity values.
 JA0771
 JA0771. The following values were computed from the NAD 83(1997) position.
 JA0771
 JA0771;                    North         East     Units Scale Factor Converg.
 JA0771;SPC IN W     -   386,542.331   950,044.850   MT  0.99999750   +0 21 36.3
 JA0771;SPC IN W     - 1,268,180.96  3,116,938.81   sFT  0.99999750   +0 21 36.3
 JA0771;UTM  16      - 4,286,791.378   542,782.980   MT  0.99962254   +0 18 28.6
 JA0771
 JA0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0771!SPC IN W     -   0.99996566  x   0.99999750  =   0.99996316
 JA0771!UTM  16      -   0.99996566  x   0.99962254  =   0.99958821
 JA0771
 JA0771:                Primary Azimuth Mark                     Grid Az
 JA0771:SPC IN W     -  MOORE AZ MK                              248 02 54.6
 JA0771:UTM  16      -  MOORE AZ MK                              248 06 02.3
 JA0771
 JA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4278286791(NAD 83)
 JA0771
 JA0771|---------------------------------------------------------------------|
 JA0771| PID    Reference Object                     Distance      Geod. Az  |
 JA0771|                                                           dddmmss.s |
 JA0771| JA0770 MOORE RM 1                            8.498 METERS 02609     |
 JA0771| JA1702 MITCHELL L P CEMENT CO W STACK      APPROX. 4.5 KM 0782619.9 |
 JA0771| JA0769 MOORE RM 2                            7.919 METERS 15442     |
 JA0771| JA0768 MOORE AZ MK                                        2482430.9 |
 JA0771| JA0773 RARIDEN RESET                       APPROX. 3.3 KM 3512837.6 |
 JA0771|---------------------------------------------------------------------|
 JA0771
 JA0771                          SUPERSEDED SURVEY CONTROL
 JA0771
 JA0771  NAD 83(1986)-  38 43 43.50626(N)    086 30 28.07587(W) AD(       ) 2
 JA0771  NAD 27      -  38 43 43.31700(N)    086 30 28.10500(W) AD(       ) 2
 JA0771  NGVD 29 (??/??/92)  252.101  (m)          827.10   (f) ADJ UNCH    1 2
 JA0771  NGVD 29             252.10   (m)          827.1    (f) LEVELING    3  
 JA0771
 JA0771.Superseded values are not recommended for survey control.
 JA0771
 JA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0771.See file dsdata.pdf to determine how the superseded data were derived.
 JA0771
 JA0771_MARKER: DS = TRIANGULATION STATION DISK
 JA0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0771_STAMPING: MOORE 1946
 JA0771_MARK LOGO: CGS
 JA0771_PROJECTION: RECESSED 3 CENTIMETERS
 JA0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0771+STABILITY: SURFACE MOTION
 JA0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0771+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 JA0771
 JA0771  HISTORY     - Date     Condition        Report By
 JA0771  HISTORY     - 1946     MONUMENTED       CGS
 JA0771  HISTORY     - 1965     GOOD             CGS
 JA0771  HISTORY     - 1965     GOOD             CGS
 JA0771  HISTORY     - 20150323 GOOD             BFSINC
 JA0771
 JA0771                          STATION DESCRIPTION
 JA0771
 JA0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0771'STATION IS LOCATED ON A BALD HILL ABOUT 1.5 MILES WEST FROM MITCHELL,
 JA0771'BESIDE THE SOUTH SIDE OF STATE HIGHWAY 60.  IT IS ABOUT 0.2 MILE SOUTH
 JA0771'OF THE MOORE FARMHOUSE, ABOUT 100 YARDS SOUTH AND 100 YARDS EAST OF
 JA0771'THE HIGHWAY, 12.2 FEET WEST OF A WIRE FENCE LINE.  THE MARK IS 12
 JA0771'INCHES UNDERGROUND AND THE DISK IS STAMPED MOORE 1946.
 JA0771'
 JA0771'REFERENCE MARK NO 1 IS 27.88 FEET NORTHEAST OF THE STATION, 1 FOOT
 JA0771'WEST OF A WIRE FENCE LINE AND 3.2 FEET SOUTH OF A WHITE WITNESS POST.
 JA0771'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MOORE NO 1 1946.
 JA0771'
 JA0771'REFERENCE MARK NO 2 IS 25.98 FEET SOUTH OF THE STATION, 1 FOOT WEST OF
 JA0771'A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA0771'MOORE NO 2  1946.
 JA0771'
 JA0771'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 23 FEET SOUTH
 JA0771'OF THE CENTERLINE OF THE HIGHWAY AND 2.4 FEET EAST OF A WHITE WITNESS
 JA0771'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOORE 1946.
 JA0771'
 JA0771'TO REACH FROM THE NORTHERN ONE OF TWO JUNCTIONS OF STATE HIGHWAY 37
 JA0771'AND 60 IN MITCHELL, GO WEST ON HIGHWAY 60 FOR 1.2 MILES TO A SHARP
 JA0771'CURVE RIGHT, PASS THROUGH A BOARD GATE AT THE SOUTH SIDE OF THE SHARP
 JA0771'CURVE AND INTO A PASTURE, AND GO 0.1 MILE SOUTHWEST PASSING TO THE
 JA0771'SOUTH OF THE HOUSE THROUGH ANOTHER GATE, THEN GO SOUTH UP THE SLOPE
 JA0771'ABOUT 100 YARDS TO THE TOP AND THE STATION.
 JA0771'
 JA0771'TO REACH THE AZIMUTH MARK FROM THE SHARP CURVE AND THE GATE ON THE
 JA0771'HIGHWAY, GO WEST FOR 0.55 MILE AND THE AZIMUTH IS ON THE LEFT.
 JA0771'
 JA0771'HEIGHT OF LIGHT ABOVE STATION MARK IS 1 METERS.
 JA0771
 JA0771                          STATION RECOVERY (1965)
 JA0771
 JA0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0771'THE STATION MARK, STAMPED MOORE 1946, IS ABOUT 1.6 MILES SOUTHWEST
 JA0771'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT MITCHELL,
 JA0771'THENCE 0.65 MILE NORTH ALONG ROAD NUMBER 100W, THENCE 0.75 MILE NORTH
 JA0771'ALONG A PAVED ROAD WHICH WAS FORMERLY STATE HIGHWAY 60, IN SECTION 3,
 JA0771'T 4 N, R 1 W, ON TOP OF THE HIGHEST HILL IN THE VICINITY, ABOUT 0.2
 JA0771'MILE SOUTH OF MR. MOORES FARMHOUSE, ABOUT 0.1 MILE SOUTH OF A SHARP
 JA0771'CURVE IN THE ROAD, 51-1/2 FEET EAST OF A FENCE, 51.5 FEET EAST OF A
 JA0771'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 JA0771'BELOW THE LEVEL OF THE GROUND.
 JA0771'
 JA0771'R.M. 1, STAMPED MOORE NO 1 1946, IS 27.9 FEET NORTH-NORTHEAST OF THE
 JA0771'STATION, 64 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 JA0771'POST ABOUT LEVEL WITH THE GROUND.
 JA0771'
 JA0771'R.M. 2, STAMPED MOORE NO 2 1946, IS 26.0 FEET SOUTH-SOUTHEAST OF THE
 JA0771'STATION, 63 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 JA0771'POST ABOUT LEVEL WITH THE GROUND.
 JA0771'
 JA0771'THE AZIMUTH, STAMPED MOORE 1946, IS ABOUT 0.4 MILE NORTH ALONG A PAVED
 JA0771'ROAD FROM THE STATION, 108 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 JA0771'FARMHOUSE OWNED BY MR. COURTLAND PRUITT, 21 FEET SOUTH OF THE CENTER
 JA0771'LINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A METAL
 JA0771'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JA0771'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0771
 JA0771                          STATION RECOVERY (1965)
 JA0771
 JA0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0771'3 MI W FROM MITCHELL.
 JA0771'ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0771'FROM THE STATION AT MITCHELL, THENCE 0.65 MILE NORTH ALONG ROAD
 JA0771'NUMBER 100 W, THENCE 0.75 MILE NORTH ALONG A PAVED ROAD WHICH
 JA0771'WAS FORMERLY STATE HIGHWAY 60, IN SECTION 3, T 4 N, R 1 W, ON
 JA0771'TOP OF THE HIGHEST HILL IN THE VICINITY, ABOUT 0.2 MILE SOUTH OF
 JA0771'MR. MOORES FARMHOUSE, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE IN
 JA0771'THE ROAD, 51 1/2 FEET EAST OF A FENCE, 51.5 FEET EAST OF A METAL
 JA0771'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 JA0771'BELOW THE LEVEL OF THE GROUND.
 JA0771
 JA0771                          STATION RECOVERY (2015)
 JA0771
 JA0771'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2015 (MS)
 JA0771'UPDATED STATION LOCATION AND TO REACH NARRATIVE (MONUMENT DESCRIPTION
 JA0771'AND MEASUREMENTS ARE ADEQUATE).
 JA0771'
 JA0771'THE STATION IS 8.8 MI (14.2 KM) EAST OF HURON, 3.7 MI (6.0 KM)
 JA0771'EAST-NORTHEAST OF GEORGIA AND 1.9 MI (3.1 KM) WEST OF MITCHELL.
 JA0771'
 JA0771'TO REACH FROM THE INTERSECTION OF STATE ROUTE 60 AND STATE ROUTE 37
 JA0771'TRAVEL WEST 0.06 MI (0.1 KM) TO OLD STATE ROUTE 60.  TURN RIGHT
 JA0771'(NORTHWEST) AND TRAVEL 0.9 MI (1.4 KM) TO THE NORTH END OF A PASTURE
 JA0771'LOCATED ADJACENT TO AND BEHIND 1542 OLD STATE ROUTE 60.  MONUMENT IS
 JA0771'ON THE LEFT (SOUTH) APPROXIMATELY 650 FT (198.1 M) SOUTH OF THE ROAD
 JA0771'IN THE SOUTHWEST PORTION OF THE PASTURE.
 JA0771'
 JA0771'NOTES--(1) REFERENCE MARK NUMBER 2 IS AT THE BASE OF A DEAD TREE AND
 JA0771'APPEARS TO HAVE SUNK 0.026 M (0.1 FT). (2) THE LANDOWNER DOES NOT WANT
 JA0771'ANYONE CLIMBING THEIR FENCES. CONTACT BEFORE OBSERVING THE MONUMENT.
 JA0771'LANDOWNERS ARE BRIAN AND DEBRA PUGH, 1328 OLD HIGHWAY 60 WEST,
 JA0771'MITCHELL, IN 47446. (3) CARSONITE MARKERS COULD NOT BE PLACED DUE TO
 JA0771'HORSES AND LIVESTOCK IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1828 ***********************************************************************
 MD1828  DESIGNATION -  MOORE
 MD1828  PID         -  MD1828
 MD1828  STATE/COUNTY-  IN/DE KALB
 MD1828  COUNTRY     -  US
 MD1828  USGS QUAD   -  BUTLER WEST (2019)
 MD1828
 MD1828                         *CURRENT SURVEY CONTROL
 MD1828  ______________________________________________________________________
 MD1828* NAD 83(1997) POSITION- 41 25 46.42670(N) 084 57 53.45141(W)   ADJUSTED
 MD1828* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 MD1828  ______________________________________________________________________
 MD1828  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 MD1828  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 MD1828  HORZ ORDER      -  SECOND
 MD1828
 MD1828.The horizontal coordinates were established by classical geodetic methods
 MD1828.and adjusted by the National Geodetic Survey in May 1999.
 MD1828
 MD1828.The orthometric height was scaled from a topographic map.
 MD1828
 MD1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1828.GEOID18 height accuracy estimate available here.
 MD1828
 MD1828.Click photographs - Photos may exist for this station.
 MD1828
 MD1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1828
 MD1828. The following values were computed from the NAD 83(1997) position.
 MD1828
 MD1828;                    North         East     Units Scale Factor Converg.
 MD1828;SPC IN E     -   686,500.772   158,660.883   MT  1.00000900   +0 27 51.9
 MD1828;SPC IN E     - 2,252,294.62    520,539.91   sFT  1.00000900   +0 27 51.9
 MD1828;UTM  16      - 4,588,443.230   670,047.893   MT  0.99995587   +1 20 49.1
 MD1828
 MD1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1828!SPC IN E     -   0.99996211  x   1.00000900  =   0.99997111
 MD1828!UTM  16      -   0.99996211  x   0.99995587  =   0.99991798
 MD1828
 MD1828:                Primary Azimuth Mark                     Grid Az
 MD1828:SPC IN E     -  MOORE AZ MK                              198 27 48.8
 MD1828:UTM  16      -  MOORE AZ MK                              197 34 51.6
 MD1828
 MD1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7004788443(NAD 83)
 MD1828
 MD1828|---------------------------------------------------------------------|
 MD1828| PID    Reference Object                     Distance      Geod. Az  |
 MD1828|                                                           dddmmss.s |
 MD1828| CE6237 MOORE RM 1                           27.335 METERS 08447     |
 MD1828| MD1812 BUTLER MUNICIPAL TANK               APPROX. 7.7 KM 0900906.5 |
 MD1828| MD1815 BUTLER UNITED MILK PROD CO STK      APPROX. 8.3 KM 0904354.7 |
 MD1828| CE6240 MOORE RM 4                           27.139 METERS 10225     |
 MD1828| AH9785 MOORE AZ MK                                        1985540.7 |
 MD1828| CE6239 MOORE RM 3                           16.200 METERS 26531     |
 MD1828| MD1520 WATERLOO MUNICIPAL STANDPIPE        APPROX. 4.5 KM 2731849.5 |
 MD1828| MD1413 R 21                                119.527 METERS 27434     |
 MD1828| CE6238 MOORE RM 2                           24.354 METERS 32800     |
 MD1828|---------------------------------------------------------------------|
 MD1828
 MD1828                          SUPERSEDED SURVEY CONTROL
 MD1828
 MD1828  NAD 83(1995)-  41 25 46.42687(N)    084 57 53.45289(W) AD(       ) 2
 MD1828  NAD 83(1986)-  41 25 46.42752(N)    084 57 53.46570(W) AD(       ) 2
 MD1828  NAD 27      -  41 25 46.24530(N)    084 57 53.59180(W) AD(       ) 2
 MD1828
 MD1828.Superseded values are not recommended for survey control.
 MD1828
 MD1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1828.See file dsdata.pdf to determine how the superseded data were derived.
 MD1828
 MD1828_MARKER: DS = TRIANGULATION STATION DISK
 MD1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1828_STAMPING: MOORE 1947
 MD1828_MARK LOGO: CGS
 MD1828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1828+STABILITY: SURFACE MOTION
 MD1828
 MD1828  HISTORY     - Date     Condition        Report By
 MD1828  HISTORY     - 1947     MONUMENTED       CGS
 MD1828  HISTORY     - 1960     GOOD             CGS
 MD1828  HISTORY     - 1962     GOOD             CGS
 MD1828  HISTORY     - 1984     GOOD             BRADY
 MD1828  HISTORY     - 19850321 GOOD             NGS
 MD1828
 MD1828                          STATION DESCRIPTION
 MD1828
 MD1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1828'THE STATION IS LOCATED 7 MILES SOUTH AND 3 MILES WEST OF HAMILTON, 4
 MD1828'1/2 MILES WEST FROM BUTLER AND 3 MILES EAST OF WATERLOO.  IT IS 438
 MD1828'FEET EAST OF THE INTERSECTION OF U.S. HIGHWAY 6 AND A GRAVEL
 MD1828'CROSSROAD, 51-1/2 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK CENTRAL
 MD1828'RAILROAD, 41 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 16 FEET SOUTHWEST
 MD1828'OF A WHITE WITNESS POST AND 16 FEET SOUTH OF A FENCELINE.  THE MARK
 MD1828'PROJECTS 4 INCHES AND THE DISK IS STAMPED MOORE 1947.
 MD1828'
 MD1828'REFERENCE MARK NO. 1 IS 89.68 FEET EAST OF THE STATION.  IT IS 20 FEET
 MD1828'SOUTH OF THE CENTER OF HIGHWAY 6 AND 4 FEET SOUTH OF A FENCELINE.  THE
 MD1828'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MOORE NO 1 1947.
 MD1828'
 MD1828'REFERENCE MARK NO. 2 IS 79.90 FEET NORTHWEST OF THE STATION.  IT IS 24
 MD1828'FEET NORTH OF THE CENTER OF HIGHWAY 6 AND 1 FOOT NORTH OF A FENCELINE.
 MD1828'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOORE NO 2 1947.
 MD1828'
 MD1828'R 21 (USC AND GS) B M IS 392.14 FEET EAST OF THE STATION.  IT IS 38
 MD1828'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 28 FEET SOUTH OF THE
 MD1828'CENTER OF HIGHWAY 6.  IT IS A STANDARD BRONZE USC AND GS BENCH MARK
 MD1828'DISK SET FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 MD1828'12 INCHES.  THE DISK IS STAMPED R 21 1934.
 MD1828'
 MD1828'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 18 FEET
 MD1828'EAST OF THE CENTER OF A GRAVEL ROAD, 2-1/2 FEET NORTH OF A WHITE
 MD1828'WITNESS POST AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 MD1828'PROJECTS 3 INCHES AND THE DISK IS STAMPED MOORE 1947.
 MD1828'
 MD1828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05 MILE TO A
 MD1828'CROSSROAD, TURN LEFT, SOUTH, AND GO 0.2 MILE TO THE MARK ON THE LEFT.
 MD1828'
 MD1828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 27 IN
 MD1828'WATERLOO, GO EAST ON HIGHWAY 6 FOR 2.8 MILES TO THE STATION ON THE
 MD1828'RIGHT AS DESCRIBED.
 MD1828'
 MD1828'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1828
 MD1828                          STATION RECOVERY (1960)
 MD1828
 MD1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1828'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1828'DESCRIBED, EXCEPT THE TRAVERSE-CONNECTED C. AND G.S. BENCH MARK R 21
 MD1828'IS EVIDENTLY DESTROYED.  A PIECE OF CONCRETE, TAPERED AND WITH IMPRINT
 MD1828'APPARENTLY THAT OF THE DISK, WAS FOUND NEAR DESCRIBED LOCATION.
 MD1828'
 MD1828'ABOUT 5.0 MILES W OF THE MAIN CORNER IN BUTLER, 3.0 MILES E ALONG NO.
 MD1828'6 U.S. HIGHWAY FROM ITS INTERSECTION WITH NO. 427 INDIANA HWY. (THE
 MD1828'MAIN N-S STREET) IN WATERLOO, 434 FT.  W OF INTERSECTION OF CENTER
 MD1828'LINES OF HWY. AND NO. 47 COUNTY ROAD, 51-1/2 FEET N OF N RAIL NEW YORK
 MD1828'CENTRAL DOUBLE TRACKS, 40-1/2 FEET S OF CENTER LINE OF 24-FOOT ASPHALT
 MD1828'HIGHWAY PAVEMENT, DISKS ARE STAMPED MOORE 1947 AND SET IN CONCRETE,
 MD1828'PROJECTING 0.3 FOOT.
 MD1828'
 MD1828'REFERENCE STAMPED MOORE NO 1 1947, PROJECTS 0.3 FOOT, IS 89.68 FEET OR
 MD1828'27.335 METERS E 28 FEET SOUTH OF CENTER LINE OF THE HIGHWAY, AND 2
 MD1828'FEET E OF STEEL WITNESS POST.
 MD1828'
 MD1828'REFERENCE STAMPED MOORE NO 2 1947, PROJECTS 0.3 FOOT, IS 79.80 FEET OR
 MD1828'24.323 METERS NNW, 25 FEET NORTH OF CENTER LINE OF HWY., AND ONE FOOT
 MD1828'N OF A FENCE.
 MD1828'
 MD1828'AZIMUTH STAMPED MOORE 1947, PROJECTS 0.3 FOOT, IS ABOUT 0.2 MILE SSW
 MD1828'OF THE STATION, ABOUT 40 YARDS S OF CREST OF RIDGE, 77 FEET S OF
 MD1828'PROJECTED PLANE OF S WALL OF LARGE BARN OF W SIDE OF ROAD, 20 FEET E
 MD1828'OF CENTER LINE OF 20-FOOT ASPHALT ROAD, 0.1 FOOT HIGHER THAN SAME, 1.8
 MD1828'FEET ESE OF CENTER OF TELEPHONE POLE, AND 2.3 FEET N OF STEEL WITNESS
 MD1828'POST.
 MD1828
 MD1828                          STATION RECOVERY (1962)
 MD1828
 MD1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 MD1828'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 MD1828'NOTE OCT. 1960.  REFERENCE MARKS NOS. 1 AND 2 WERE RESET AS NOS. 3 AND
 MD1828'4 TO CLEAR HIGHWAY CONSTRUCTION.
 MD1828'
 MD1828'ABOUT 3.0 MILES E ALONG NO. 6 U.S. HIGHWAY FROM ITS INTERSECTION WITH
 MD1828'NO. 27 U.S.  HWY. IN WATERLOO OR 5.0 MILES W OF CENTER OF BUTLER, 434
 MD1828'FEET E OF INTERSECTION OF HWY.  AND NO. 47 COUNTY ROAD, 40-1/2 FEET S
 MD1828'OF CENTER LINE OF 24-FOOT ASPHALT PAVEMENT, 2.3 FEET HIGHER THAN SAME,
 MD1828'51-1/2 FEET N OF N RAIL OF DOUBLE TRACKS OF NEW YORK CENTRAL R.R.,
 MD1828'10.0 FEET N OF LINE BETWEEN REFERENCE MARKS, 3 FEET E OF STEEL WITNESS
 MD1828'POST, 1A AND 7A MARKS STAMPED MOORE 1947 WITH THE SURFACE MARK
 MD1828'PROJECTING 0.3 FOOT.
 MD1828'
 MD1828'REFERENCE MARK NO. 3 IS FLUSH, 47 FEET S OF CENTER LINE OF HWY., AND
 MD1828'1.2 FT. HIGHER.
 MD1828'
 MD1828'R.M. NO. 4 IS FLUSH, 36.4 FEET N OF N RAIL OF DOUBLE TRACKS, 57 FEET S
 MD1828'OF CENTER LINE OF HWY., AND 3.0 FEET HIGHER THAN SAME.
 MD1828'
 MD1828'AZIMUTH MARK STAMPED MOORE 1947, IS ABOUT 0.2 MILE SSW FROM THE
 MD1828'STATION, ABOUT 40 YARDS S OF CREST OF RIDGE, 77 FEET S OF PLANE OF S
 MD1828'WALL OF LARGE BARN ON W SIDE OF ROAD, 20 FEET E OF CENTER LINE OF
 MD1828'20-FOOT ASPHALT ROAD, 0.1 FOOT HIGHER THAN SAME, 2 FEET SE OF
 MD1828'TELEPHONE POLE, 2.3 FEET N OF STEEL WITNESS POST, AND PROJECTS 0.3
 MD1828'FOOT.
 MD1828
 MD1828                          STATION RECOVERY (1984)
 MD1828
 MD1828'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (LS)
 MD1828'MOORE 1947 RECOVERED GOOD.  MOORE 1947 (AZIM) RECOVERED GOOD - WITNESS
 MD1828'POST GONE - TELE POLE GONE.  MOORE NO 3 1947 1962 RECOVERED GOOD.
 MD1828'MOORE NO 4 1947 1962 DID NOT FIND - GROUND HAS BEEN SCRAPPED.
 MD1828
 MD1828                          STATION RECOVERY (1985)
 MD1828
 MD1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 MD1828'THE STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) EAST OF WATERLOO AND
 MD1828'5.0 MILES (8.0 KM) WEST OF BUTLER.  OWNERSHIP--U.S HIGHWAY
 MD1828'RIGHT-OF-WAY.
 MD1828'
 MD1828'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 6 AND STATE
 MD1828'HIGHWAY 427, THE MAIN STREET IN WATERLOO, GO EAST ON HIGHWAY 6 FOR 2.6
 MD1828'MILES (4.2 KM) TO THE AZIMUTH MARK 2 ON THE RIGHT. CONTINUE AHEAD EAST
 MD1828'FOR 0.4 MILE (0.6 KM) TO THE STATION ON RIGHT JUST AFTER CROSSING
 MD1828'COUNTY ROAD 47.
 MD1828'
 MD1828'THE STATION IS A STANDARD CGS DISK STAMPED,---MOORE 1947---, SET INTO
 MD1828'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 MD1828'FLUSH, WITH GROUND.  THE STATION IS LOCATED 132.28 METERS (433.99 FT)
 MD1828'EAST FROM THE CENTERLINE OF COUNTY ROAD 47, 12.34 METERS (40.49 FT)
 MD1828'SOUTH FROM THE CENTERLINE OF U.S HIGHWAY 6, (2.3 FT HIGHER THAN) 15.70
 MD1828'METERS (51.51 FT) NORTH FROM THE NORTH RAIL OF DOUBLE TRACKS OF
 MD1828'RAILROAD AND 0.31 METERS (1.02 FT) SOUTH-SOUTHEAST FROM A WITNESS
 MD1828'POST.
 MD1828'
 MD1828'REFERENCE MARK NO 3, IS A STANDARD CGS DISK STAMPED,
 MD1828'---MOORE 1962 NO 3 1947---, SET INTO THE TOP OF A SQUARE CONCRETE
 MD1828'MONUMENT 12 INCHES (30 CM) IN DIAMETER, RECESSED, O6 INCHES, 18 CM,
 MD1828'BELOW THE GROUND.  NOTE, THIS MARK WAS DESCRIBED BEFORE AS BEING
 MD1828'STAMPED---MOORE NO 3 1947 1962--- .  THE STATION IS LOCATED 14.33
 MD1828'METERS (47.01 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 6, 14.33 METERS
 MD1828'(47.01 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACK AND 0.31 METERS
 MD1828'(1.02 FT) SOUTH-SOUTHEAST FROM A WITNESS POST, AND 0.5 METERS (1.6 FT)
 MD1828'BELOW THE STATION.
 MD1828'
 MD1828'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED,
 MD1828'---MOORE 1947 NO 5 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 MD1828'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 MD1828'STATION IS LOCATED 12.34 METERS (40.49 FT) SOUTH FROM THE CENTERLINE
 MD1828'OF HIGHWAY 6 AND 15.85 METERS (52.00 FT) NORTH FROM THE NORTH RAIL OF
 MD1828'RAILROAD TRACK, AND 0.3 METERS (1.0 FT) ABOVE THE STATION.
 MD1828'
 MD1828'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED,
 MD1828'---MOORE 1947 NO 6 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 MD1828'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 MD1828'STATION IS LOCATED 17.374 METERS (57.001 FT) SOUTH FROM THE CENTERLINE
 MD1828'OF HIGHWAY 6, 10.820 METERS (35.499 FT) NORTH FROM THE NORTH RAIL OF
 MD1828'RAILROAD TRACKS AND 0.30 METERS (0.98 FT) WEST FROM A WITNESS POST,
 MD1828'AND 0.5 METERS (1.6 FT) ABOVE THE STATION.
 MD1828'
 MD1828'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED,---MOORE 1947---,
 MD1828'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MD1828'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 36.58 METERS
 MD1828'(120.01 FT) SOUTH FROM THE CREST OF SMALL RIDGE, 23.47 METERS
 MD1828'(77.00 FT) SOUTH FROM THE PROJECTED PLANE OF THE SOUTH WALL OF BARN ON
 MD1828'WEST SIDE OF ROAD, 6.10 METERS (20.01 FT) EAST FROM THE CENTERLINE OF
 MD1828'COUNTY ROAD 47.
 MD1828'
 MD1828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 6 FOR
 MD1828'0.1 MILE (0.2 KM) TO ITS JUNCTION WITH COUNTY ROAD 47.  TURN LEFT AND
 MD1828'GO SOUTH FOR 0.2 MILE (0.3 KM) TO CREST OF KNOLL AND THE MARK ON LEFT
 MD1828'JUST AFTER CROSSING CREST.
 MD1828'
 MD1828'AZIMUTH MARK 2 IS A STANDARD NGS DISK STAMPED
 MD1828'---MOORE 1947 NO 2 1985---, CEMENTED IN A DRILL HOLE IN THE WEST END
 MD1828'OF A CULVERT ALONG THE SOUTH SIDE OF U.S HIGHWAY 6.  IT IS 17.526
 MD1828'METERS, (57.500 FT) 57.5 FT (17.5 M) NORTH FROM THE NORTH RAIL OF THE
 MD1828'DOUBLE SET OF RAILROAD TRACKS AND 10.363 METERS, (33.999 FT) 34.0 FT
 MD1828'(10.4 M) SOUTH FROM THE CENTERLINE OF HIGHWAY 6 AND IS 6 FT (1.8 M)
 MD1828'LOWER THAN THE TRACKS AND 1.5 FT (0.5 M) LOWER THAN HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0768 ***********************************************************************
 JA0768  DESIGNATION -  MOORE AZ MK
 JA0768  PID         -  JA0768
 JA0768  STATE/COUNTY-  IN/LAWRENCE
 JA0768  COUNTRY     -  US
 JA0768  USGS QUAD   -  GEORGIA (2019)
 JA0768
 JA0768                         *CURRENT SURVEY CONTROL
 JA0768  ______________________________________________________________________
 JA0768* NAD 83(1986) POSITION- 38 43 36.     (N) 086 30 54.     (W)   SCALED
 JA0768* NAVD 88 ORTHO HEIGHT -   231.881 (meters)      760.76  (feet) ADJUSTED
 JA0768  ______________________________________________________________________
 JA0768  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 JA0768  DYNAMIC HEIGHT  -        231.730 (meters)      760.27  (feet) COMP
 JA0768  MODELED GRAVITY -    979,970.6   (mgal)                       NAVD 88
 JA0768
 JA0768  VERT ORDER      -  FIRST     CLASS II
 JA0768
 JA0768.The horizontal coordinates were scaled from a map and have
 JA0768.an estimated accuracy of +/- 6 seconds.
 JA0768
 JA0768.The orthometric height was determined by differential leveling and
 JA0768.adjusted by the NATIONAL GEODETIC SURVEY
 JA0768.in June 1991.
 JA0768
 JA0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0768.GEOID18 height accuracy estimate available here.
 JA0768
 JA0768.Click photographs - Photos may exist for this station.
 JA0768
 JA0768.The dynamic height is computed by dividing the NAVD 88
 JA0768.geopotential number by the normal gravity value computed on the
 JA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0768.degrees latitude (g = 980.6199 gals.).
 JA0768
 JA0768.The modeled gravity was interpolated from observed gravity values.
 JA0768
 JA0768;                    North         East    Units  Estimated Accuracy
 JA0768;SPC IN W     -   386,310.      949,420.      MT  (+/- 180 meters Scaled)
 JA0768
 JA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH421865(NAD 83)
 JA0768
 JA0768                          SUPERSEDED SURVEY CONTROL
 JA0768
 JA0768  NGVD 29 (??/??/92)  231.995  (m)          761.14   (f) ADJ UNCH    1 2
 JA0768
 JA0768.Superseded values are not recommended for survey control.
 JA0768
 JA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0768.See file dsdata.pdf to determine how the superseded data were derived.
 JA0768
 JA0768_MARKER: DZ = AZIMUTH MARK DISK
 JA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0768_STAMPING: MOORE 1946
 JA0768_MARK LOGO: CGS
 JA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0768+STABILITY: SURFACE MOTION
 JA0768
 JA0768  HISTORY     - Date     Condition        Report By
 JA0768  HISTORY     - 1946     MONUMENTED       CGS
 JA0768  HISTORY     - 1965     GOOD             CGS
 JA0768
 JA0768                          STATION DESCRIPTION
 JA0768
 JA0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0768'3.4 MI W FROM MITCHELL.
 JA0768'ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0768'FROM THE STATION AT MITCHELL, THENCE 0.65 MILE NORTH ALONG ROAD
 JA0768'NUMBER 100W, THENCE 1.15 MILES NORTH ALONG A PAVED ROAD WHICH
 JA0768'WAS FORMERLY STATE HIGHWAY 60, IN SECTION 3, T 4 N, R 1 W, 108
 JA0768'FEET SOUTHWEST AND ACROSS THE ROAD FROM A FARMHOUSE OWNED BY MR.
 JA0768'COURTLAND PRUITT, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JA0768'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JA0768'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2265 ***********************************************************************
 HZ2265  DESIGNATION -  MOORE RESET
 HZ2265  PID         -  HZ2265
 HZ2265  STATE/COUNTY-  IN/FLOYD
 HZ2265  COUNTRY     -  US
 HZ2265  USGS QUAD   -  SPEED (2019)
 HZ2265
 HZ2265                         *CURRENT SURVEY CONTROL
 HZ2265  ______________________________________________________________________
 HZ2265* NAD 83(1997) POSITION- 38 22 37.49802(N) 085 48 57.13922(W)   ADJUSTED
 HZ2265* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 HZ2265  ______________________________________________________________________
 HZ2265  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 HZ2265  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 HZ2265  HORZ ORDER      -  SECOND
 HZ2265
 HZ2265.The horizontal coordinates were established by classical geodetic methods
 HZ2265.and adjusted by the National Geodetic Survey in May 1999.
 HZ2265
 HZ2265.The orthometric height was scaled from a topographic map.
 HZ2265
 HZ2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2265.GEOID18 height accuracy estimate available here.
 HZ2265
 HZ2265.Click photographs - Photos may exist for this station.
 HZ2265
 HZ2265.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2265
 HZ2265. The following values were computed from the NAD 83(1997) position.
 HZ2265
 HZ2265;                    North         East     Units Scale Factor Converg.
 HZ2265;SPC IN E     -   347,359.378    86,962.748   MT  0.99996876   -0 05 33.5
 HZ2265;SPC IN E     - 1,139,628.23    285,310.28   sFT  0.99996876   -0 05 33.5
 HZ2265;UTM  16      - 4,248,318.082   603,430.383   MT  0.99973175   +0 44 06.8
 HZ2265
 HZ2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2265!SPC IN E     -   0.99995820  x   0.99996876  =   0.99992696
 HZ2265!UTM  16      -   0.99995820  x   0.99973175  =   0.99968996
 HZ2265
 HZ2265:                Primary Azimuth Mark                     Grid Az
 HZ2265:SPC IN E     -  SPEED LOUISVILLE CEMENT NW STK           054 31 53.9
 HZ2265:UTM  16      -  SPEED LOUISVILLE CEMENT NW STK           053 42 13.6
 HZ2265
 HZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0343048318(NAD 83)
 HZ2265
 HZ2265|---------------------------------------------------------------------|
 HZ2265| PID    Reference Object                     Distance      Geod. Az  |
 HZ2265|                                                           dddmmss.s |
 HZ2265| CG9023 MOORE RM 1                           20.461 METERS 01043     |
 HZ2265| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 7.0 KM 0542620.4 |
 HZ2265| HZ2271 SPEED LOUISVILLE CEMENT SE STK      APPROX. 7.0 KM 0550330.7 |
 HZ2265| CG9021 MOORE RM 2                           22.817 METERS 13031     |
 HZ2265| HZ2143 JEFFERSONVILLE US ARMY QM TANK      APPROX.12.3 KM 1435056.9 |
 HZ2265| CG9022 MOORE RM 3                           19.591 METERS 20406     |
 HZ2265| HZ2304 STARLIGHT ST JOHNS CATH CH          APPROX. 7.8 KM 3021859.6 |
 HZ2265| CG9020 MOORE AZ MK                                        3181413.7 |
 HZ2265|---------------------------------------------------------------------|
 HZ2265
 HZ2265                          SUPERSEDED SURVEY CONTROL
 HZ2265
 HZ2265  NAD 83(1993)-  38 22 37.49857(N)    085 48 57.13955(W) AD(       ) 2
 HZ2265  NAD 83(1986)-  38 22 37.50191(N)    085 48 57.14608(W) AD(       ) 2
 HZ2265  NAD 27      -  38 22 37.26700(N)    085 48 57.27500(W) AD(       ) 2
 HZ2265
 HZ2265.Superseded values are not recommended for survey control.
 HZ2265
 HZ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2265.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2265
 HZ2265_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2265_STAMPING: MOORE 1947 1974
 HZ2265_MARK LOGO: NGS
 HZ2265_PROJECTION: FLUSH
 HZ2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2265+STABILITY: SURFACE MOTION
 HZ2265
 HZ2265  HISTORY     - Date     Condition        Report By
 HZ2265  HISTORY     - 1947     MONUMENTED       CGS
 HZ2265  HISTORY     - 1957     POOR             CGS
 HZ2265  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HZ2265
 HZ2265                          STATION DESCRIPTION
 HZ2265
 HZ2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2265'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF NEW ALBANY, 2 MILES
 HZ2265'SOUTH OF ST. JOSEPH, AND ON LAND OWNED BY NORWOOD MOORE. IT IS
 HZ2265'0.15 MILE EAST OF THE MOORE FARM HOUSE AND IN AN OLD ORCHARD. THE
 HZ2265'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED MOORE 1947.
 HZ2265'
 HZ2265'REFERENCE MARK NO. 1 IS 67.13 FEET NORTH OF THE STATION. THE MARK
 HZ2265'PROJECTS 6 INCHES, AND THE DISK IS STAMPED MOORE NO 1 1947.
 HZ2265'
 HZ2265'REFERENCE MARK NO. 2 IS 75.00 FEET SOUTHEAST OF THE STATION, AND
 HZ2265'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK. THE
 HZ2265'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MOORE NO 2 1947.
 HZ2265'
 HZ2265'THE AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION, ABOUT 50 YARDS
 HZ2265'WEST OF THE HIGHWAY, ABOUT 50 YARDS NORTH OF V.C. ASHTONS FARM
 HZ2265'HOUSE, 45.3 FEET SOUTH-SOUTHEAST OF THE FIRST POWERLINE POLE NORTH OF
 HZ2265'THE ASHTON FARM HOUSE, 11 FEET WEST OF THE APPROXIMATE
 HZ2265'CENTERLINE OF FARM DRIVEWAY, AND 7 FEET EAST-NORTHEAST OF THE LINE
 HZ2265'DETERMINED BY THE POWERLINE POLE. THE MARK PROJECTS 3 INCHES,
 HZ2265'AND THE DISK IS STAMPED MOORE 1947.
 HZ2265'
 HZ2265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 111
 HZ2265'IN THE EASTERN SECTION OF THE VILLAGE OF BENNETTSVILLE,
 HZ2265'GO SOUTH ON STATE HIGHWAY 111 FOR 1.75 MILES TO THE SMALL SETTLEMENT
 HZ2265'OF ST. JOSEPH. CONTINUE ON SOUTH ON STATE HIGHWAY 111 FOR 1.25
 HZ2265'MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO UP
 HZ2265'HILL FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO
 HZ2265'0.35 MILE TO THE NORWOOD MOORE FARM HOUSE ON THE RIGHT. TURN LEFT ON
 HZ2265'A TRACK ROAD AND GO 0.15 MILE TO AN OLD ORCHARD AND THE STATION.
 HZ2265'
 HZ2265'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON THE
 HZ2265'MAIN ROAD FOR 0.65 AND TURN LEFT INTO DRIVEWAY, THENCE WEST
 HZ2265'ABOUT 50 YARDS, THENCE NORTHERLY ABOUT 50 FEET TO THE MARK ON THE
 HZ2265'RIGHT.
 HZ2265'
 HZ2265'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2265
 HZ2265                          STATION RECOVERY (1957)
 HZ2265
 HZ2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HZ2265'SURFACE MARK LEANS SLIGHTLY.
 HZ2265
 HZ2265                          STATION RECOVERY (1974)
 HZ2265
 HZ2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2265'THE STATION MARK, WAS FOUND LEANING AND WAS RESET HOLDING THE
 HZ2265'UNDERGROUND POINT.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 HZ2265'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 HZ2265'OBSTRUCTED BY A HOUSE AND TREES.  REFERENCE MARK 1 WAS NOT FOUND
 HZ2265'AND ASSUMED TO HAVE BEEN DESTROYED OR COVERED BY CONSTRUCTION OF
 HZ2265'HOUSE.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE
 HZ2265'MARK 2 FAILED TO CHECK BY 0.14 OF A FOOT AND THE DIRECTION BY 6
 HZ2265'MINUTES AND 14 SECONDS.  THERE WAS NO SUITABLE PLACE FOR AN
 HZ2265'AZIMUTH MARK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 HZ2265'
 HZ2265'THE STATION IS ABOUT 2 MILES SOUTH OF ST. JOSEPH, ON THE PROPERTY
 HZ2265'OF MR. J.V. HUBBUCHS, 54 FEET SOUTH OF THE NORTHEAST CORNER OF
 HZ2265'HOUSE, 38 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, AND
 HZ2265'19 FEET SOUTHEAST OF THE NORTHEAST FACE OF THE HOUSE.  THE
 HZ2265'MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORE 1947 1974.
 HZ2265'
 HZ2265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 111
 HZ2265'AT BENNETSVILLE, GO SOUTH ON HIGHWAY 111 FOR 1.75 MILES TO THE SMALL
 HZ2265'SETTLEMENT OF ST. JOSEPH.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.25
 HZ2265'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WESTERLY AND
 HZ2265'UPHILL ON FAIRVIEW KNOB ROAD FOR 0.9 MILE TO A T-ROAD.  TURN LEFT
 HZ2265'AND GO SOUTHEASTERLY ON PAVED ROAD FOR 0.35 MILE TO A DRIVEWAY
 HZ2265'LEFT.  TURN LEFT AND GO EASTERLY ON PAVED DRIVEWAY FOR 0.15 MILE
 HZ2265'TO MR. HUBBUCHS HOME AND THE STATION AS DESCRIBED.
 HZ2265'
 HZ2265'REFERENCE MARK 2 IS 108 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 HZ2265'THE HOUSE, 99 FEET EAST OF THE SOUTHWEST CORNER OF THE HOUSE AND
 HZ2265'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 HZ2265'STAMPED MOORE NO 2 1947 AND SET IN THE TOP OF A SQUARE CONCRETE
 HZ2265'POST PROJECTING 4 INCHES.
 HZ2265'
 HZ2265'REFERENCE MARK 3 IS A STANDARD ALUMINUM CAP STAMPED MOORE 1947
 HZ2265'NO 3 1974 ATTACHED TO THE TOP OF A 3 FOOT PRE-CAST ALUMINUM POST
 HZ2265'PROJECTING 4 INCHES, 45 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HZ2265'HOUSE, 22 FEET SOUTHWEST OF A 24 INCH OAK TREE AND ABOUT 3 FEET
 HZ2265'LOWER IN ELEVATION THAN THE STATION MARK.
 HZ2265'
 HZ2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NORTH
 HZ2265'OF NEW ALBANY.
 HZ2265'
 HZ2265'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0770 ***********************************************************************
 JA0770  DESIGNATION -  MOORE RM 1
 JA0770  PID         -  JA0770
 JA0770  STATE/COUNTY-  IN/LAWRENCE
 JA0770  COUNTRY     -  US
 JA0770  USGS QUAD   -  GEORGIA (2019)
 JA0770
 JA0770                         *CURRENT SURVEY CONTROL
 JA0770  ______________________________________________________________________
 JA0770* NAD 83(1986) POSITION- 38 43 43.75   (N) 086 30 27.92   (W)   HD_HELD1
 JA0770* NAVD 88 ORTHO HEIGHT -   251.956 (meters)      826.63  (feet) ADJUSTED
 JA0770  ______________________________________________________________________
 JA0770  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 JA0770  DYNAMIC HEIGHT  -        251.792 (meters)      826.09  (feet) COMP
 JA0770  MODELED GRAVITY -    979,971.5   (mgal)                       NAVD 88
 JA0770
 JA0770  VERT ORDER      -  FIRST     CLASS II
 JA0770
 JA0770.The horizontal coordinates were determined by differentially corrected
 JA0770.hand held GPS observations or other comparable positioning techniques
 JA0770.and have an estimated accuracy of +/- 3 meters.
 JA0770
 JA0770.The orthometric height was determined by differential leveling and
 JA0770.adjusted by the NATIONAL GEODETIC SURVEY
 JA0770.in June 1991.
 JA0770
 JA0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0770.GEOID18 height accuracy estimate available here.
 JA0770
 JA0770.Click photographs - Photos may exist for this station.
 JA0770
 JA0770.The dynamic height is computed by dividing the NAVD 88
 JA0770.geopotential number by the normal gravity value computed on the
 JA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0770.degrees latitude (g = 980.6199 gals.).
 JA0770
 JA0770.The modeled gravity was interpolated from observed gravity values.
 JA0770
 JA0770;                    North         East    Units  Estimated Accuracy
 JA0770;SPC IN W     -   386,550.0     950,048.5     MT  (+/- 3 meters HH1 GPS) 
 JA0770
 JA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4278686799(NAD 83)
 JA0770
 JA0770                          SUPERSEDED SURVEY CONTROL
 JA0770
 JA0770  NGVD 29 (??/??/92)  252.070  (m)          827.00   (f) ADJ UNCH    1 2
 JA0770
 JA0770.Superseded values are not recommended for survey control.
 JA0770
 JA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0770.See file dsdata.pdf to determine how the superseded data were derived.
 JA0770
 JA0770_MARKER: DR = REFERENCE MARK DISK
 JA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0770_STAMPING: MOORE NO 1 1946
 JA0770_MARK LOGO: CGS
 JA0770_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0770+STABILITY: SURFACE MOTION
 JA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0770+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 JA0770
 JA0770  HISTORY     - Date     Condition        Report By
 JA0770  HISTORY     - 1946     MONUMENTED       CGS
 JA0770  HISTORY     - 1965     GOOD             CGS
 JA0770  HISTORY     - 20150323 GOOD             BFSINC
 JA0770
 JA0770                          STATION DESCRIPTION
 JA0770
 JA0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0770'3 MI W FROM MITCHELL.
 JA0770'ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0770'FROM THE STATION AT MITCHELL, THENCE 0.65 MILE NORTH ALONG ROAD
 JA0770'NUMBER 100W, THENCE 0.75 MILE NORTH ALONG A PAVED ROAD WHICH WAS
 JA0770'FORMERLY STATE HIGHWAY 60, IN SECTION 3, T 4 N, R 1 W, ON TOP OF
 JA0770'THE HIGHEST HILL IN THE VICINITY, ABOUT 0.2 MILE SOUTH OF MR.
 JA0770'MOORES FARMHOUSE, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE IN THE
 JA0770'ROAD, 27.9 FEET NORTH-NORTHEAST OF MOORE 1946, 64 FEET EAST OF A
 JA0770'FENCE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA0770'GROUND.
 JA0770
 JA0770                          STATION RECOVERY (2015)
 JA0770
 JA0770'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2015 (MS)
 JA0770'UPDATED STATION LOCATION AND TO REACH NARRATIVE (MONUMENT DESCRIPTION
 JA0770'AND MEASUREMENTS ARE ADEQUATE).
 JA0770'
 JA0770'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF HURON, 3.7 MI
 JA0770'(6.0 KM) EAST-NORTHEAST OF GEORGIA AND 1.9 MI (3.1 KM) WEST OF
 JA0770'MITCHELL.
 JA0770'
 JA0770'TO REACH FROM THE INTERSECTION OF STATE ROUTE 60 AND STATE ROUTE 37
 JA0770'TRAVEL WEST 0.06 MI (0.1 KM) TO OLD STATE ROUTE 60.  TURN RIGHT
 JA0770'(NORTHWEST) AND TRAVEL 0.9 MI (1.4 KM) TO THE NORTH END OF A PASTURE
 JA0770'LOCATED ADJACENT TO AND BEHIND 1542 OLD STATE ROUTE 60.  MONUMENT IS
 JA0770'ON THE LEFT (SOUTH) APPROXIMATELY 625 FT (190.5 M) SOUTH OF THE ROAD
 JA0770'IN THE SOUTHWEST PORTION OF THE PASTURE.
 JA0770'
 JA0770'NOTES--(1) THE LANDOWNER DOES NOT WANT ANYONE CLIMBING THEIR FENCES.
 JA0770'CONTACT BEFORE OBSERVING THE MONUMENT. LANDOWNERS ARE BRIAN AND DEBRA
 JA0770'PUGH, 1328 OLD HIGHWAY 60 WEST, MITCHELL, IN 47446. (2) CARSONITE
 JA0770'MARKERS COULD NOT BE PLACED DUE TO HORSES AND LIVESTOCK IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1028 ***********************************************************************
 DQ1028  DESIGNATION -  MOORE RM 2 RESET
 DQ1028  PID         -  DQ1028
 DQ1028  STATE/COUNTY-  IN/LAWRENCE
 DQ1028  COUNTRY     -  US
 DQ1028  USGS QUAD   -  GEORGIA (2019)
 DQ1028
 DQ1028                         *CURRENT SURVEY CONTROL
 DQ1028  ______________________________________________________________________
 DQ1028* NAD 83(2011) POSITION- 38 43 43.26825(N) 086 30 27.92791(W)   ADJUSTED
 DQ1028* NAD 83(2011) ELLIP HT-   218.731 (meters)        (05/29/16)   ADJUSTED
 DQ1028* NAD 83(2011) EPOCH   -  2010.00
 DQ1028* NAVD 88 ORTHO HEIGHT -   251.85  (meters)      826.3   (feet) RESET
 DQ1028  ______________________________________________________________________
 DQ1028  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 DQ1028  NAD 83(2011) X  -    303,494.722 (meters)                     COMP
 DQ1028  NAD 83(2011) Y  - -4,973,145.196 (meters)                     COMP
 DQ1028  NAD 83(2011) Z  -  3,969,001.912 (meters)                     COMP
 DQ1028  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DQ1028  VERT ORDER      -  THIRD
 DQ1028
 DQ1028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1028  Standards:
 DQ1028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1028  -------------------------------------------------------------------
 DQ1028  NETWORK    0.74   1.65           0.33   0.27   0.84      0.02548972
 DQ1028  -------------------------------------------------------------------
 DQ1028  Click here for local accuracies and other accuracy information.
 DQ1028
 DQ1028.The horizontal coordinates were established by GPS observations
 DQ1028.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1028
 DQ1028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1028.been affixed to the stable North American tectonic plate. See 
 DQ1028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1028
 DQ1028.The horizontal coordinates are valid at the epoch date displayed above
 DQ1028.which is a decimal equivalence of Year/Month/Day.
 DQ1028
 DQ1028.The orthometric height was computed from unverified reset data.
 DQ1028
 DQ1028.No vertical observational check was made to the station.
 DQ1028
 DQ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1028.GEOID18 height accuracy estimate available here.
 DQ1028
 DQ1028.Click photographs - Photos may exist for this station.
 DQ1028
 DQ1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1028
 DQ1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1028
 DQ1028.The ellipsoidal height was determined by GPS observations
 DQ1028.and is referenced to NAD 83.
 DQ1028
 DQ1028. The following values were computed from the NAD 83(2011) position.
 DQ1028
 DQ1028;                    North         East     Units Scale Factor Converg.
 DQ1028;SPC IN W     -   386,535.180   950,048.415   MT  0.99999750   +0 21 36.4
 DQ1028;SPC IN W     - 1,268,157.50  3,116,950.51   sFT  0.99999750   +0 21 36.4
 DQ1028;UTM  16      - 4,286,784.227   542,786.538   MT  0.99962254   +0 18 28.7
 DQ1028
 DQ1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1028!SPC IN W     -   0.99996568  x   0.99999750  =   0.99996318
 DQ1028!UTM  16      -   0.99996568  x   0.99962254  =   0.99958823
 DQ1028
 DQ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4278686784(NAD 83)
 DQ1028
 DQ1028                          SUPERSEDED SURVEY CONTROL
 DQ1028
 DQ1028.No superseded survey control is available for this station.
 DQ1028
 DQ1028_MARKER: DR = REFERENCE MARK DISK
 DQ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ1028_STAMPING: MOORE NO 2 1946 RESET 2015
 DQ1028_MARK LOGO: CGS
 DQ1028_PROJECTION: PROJECTING 13 CENTIMETERS
 DQ1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1028+STABILITY: SURFACE MOTION
 DQ1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1028+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 DQ1028
 DQ1028  HISTORY     - Date     Condition        Report By
 DQ1028  HISTORY     - 20150323 MONUMENTED       B2A
 DQ1028
 DQ1028                          STATION DESCRIPTION
 DQ1028
 DQ1028'DESCRIBED BY B2A CONSULTANTS 2015 (MS)
 DQ1028'THE RESET REFERENCE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF
 DQ1028'HURON, 3.7 MI (6.0 KM) EAST-NORTHEAST OF GEORGIA AND 1.9 MI (3.1 KM)
 DQ1028'WEST OF MITCHELL.
 DQ1028'
 DQ1028'TO REACH FROM THE INTERSECTION OF STATE ROUTE 60 AND STATE ROUTE 37
 DQ1028'TRAVEL WEST 0.06 MI (0.1 KM) TO OLD STATE ROUTE 60.  TURN RIGHT
 DQ1028'(NORTHWEST) AND TRAVEL 0.9 MI (1.4 KM) TO THE NORTH END OF A PASTURE
 DQ1028'LOCATED ADJACENT TO AND BEHIND 1542 OLD STATE ROUTE 60.  MONUMENT IS
 DQ1028'ON THE LEFT (SOUTH) APPROXIMATELY 675 FT (205.7 M) SOUTH OF THE ROAD
 DQ1028'IN THE SOUTHWEST PORTION OF THE PASTURE.
 DQ1028'
 DQ1028'NOTE--(1) THE PARENT MARK IS NOW BEING REUSED AS THE RESET MARK. (2)
 DQ1028'THE LANDOWNER DOES NOT WANT ANYONE CLIMBING THEIR FENCES. CONTACT
 DQ1028'BEFORE OBSERVING THE MONUMENT. LANDOWNERS ARE BRIAN AND DEBRA PUGH,
 DQ1028'1328 OLD HIGHWAY 60 WEST, MITCHELL, IN 47446. (3) CARSONITE MARKERS
 DQ1028'COULD NOT BE PLACED DUE TO HORSES AND LIVESTOCK IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1909 ***********************************************************************
 JA1909  DESIGNATION -  MOORES
 JA1909  PID         -  JA1909
 JA1909  STATE/COUNTY-  IN/ORANGE
 JA1909  COUNTRY     -  US
 JA1909  USGS QUAD   -  FRENCH LICK (2019)
 JA1909
 JA1909                         *CURRENT SURVEY CONTROL
 JA1909  ______________________________________________________________________
 JA1909* NAD 83(1997) POSITION- 38 30 04.34724(N) 086 34 15.22150(W)   ADJUSTED
 JA1909* NAVD 88 ORTHO HEIGHT -   236.58  (+/-2cm)      776.2   (feet) VERTCON3
 JA1909  ______________________________________________________________________
 JA1909  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 JA1909  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 JA1909  HORZ ORDER      -  SECOND
 JA1909  VERT ORDER      -  THIRD ? (See Below)
 JA1909
 JA1909.The horizontal coordinates were established by classical geodetic methods
 JA1909.and adjusted by the National Geodetic Survey in May 1999.
 JA1909
 JA1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1909
 JA1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1909.GEOID18 height accuracy estimate available here.
 JA1909
 JA1909.The vertical order pertains to the NGVD 29 superseded value.
 JA1909
 JA1909.Click photographs - Photos may exist for this station.
 JA1909
 JA1909.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1909
 JA1909. The following values were computed from the NAD 83(1997) position.
 JA1909
 JA1909;                    North         East     Units Scale Factor Converg.
 JA1909;SPC IN W     -   361,251.266   944,699.325   MT  0.99999126   +0 19 08.5
 JA1909;SPC IN W     - 1,185,205.20  3,099,401.04   sFT  0.99999126   +0 19 08.5
 JA1909;UTM  16      - 4,261,514.645   537,416.510   MT  0.99961724   +0 16 01.7
 JA1909
 JA1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1909!SPC IN W     -   0.99996808  x   0.99999126  =   0.99995934
 JA1909!UTM  16      -   0.99996808  x   0.99961724  =   0.99958534
 JA1909
 JA1909:                Primary Azimuth Mark                     Grid Az
 JA1909:SPC IN W     -  JOHN SPEARS LOOKOUT TOWER                171 30 44.6
 JA1909:UTM  16      -  JOHN SPEARS LOOKOUT TOWER                171 33 51.4
 JA1909
 JA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3741661514(NAD 83)
 JA1909
 JA1909|---------------------------------------------------------------------|
 JA1909| PID    Reference Object                     Distance      Geod. Az  |
 JA1909|                                                           dddmmss.s |
 JA1909| CG9027 MOORES RM 3                          10.740 METERS 01754     |
 JA1909| CG9025 MOORES RM 1                          20.041 METERS 07950     |
 JA1909| JA1792 JOHN SPEARS LOOKOUT TOWER           APPROX.14.1 KM 1714953.1 |
 JA1909| CG9026 MOORES RM 2                          34.552 METERS 19528     |
 JA1909| CG9024 MOORES AZ MK                                       2992417.1 |
 JA1909|---------------------------------------------------------------------|
 JA1909
 JA1909                          SUPERSEDED SURVEY CONTROL
 JA1909
 JA1909  NAD 83(1986)-  38 30 04.35324(N)    086 34 15.22484(W) AD(       ) 2
 JA1909  NAD 27      -  38 30 04.15700(N)    086 34 15.26600(W) AD(       ) 2
 JA1909  NGVD 29             236.69   (m)          776.5    (f) LEVELING    3  
 JA1909
 JA1909.Superseded values are not recommended for survey control.
 JA1909
 JA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1909.See file dsdata.pdf to determine how the superseded data were derived.
 JA1909
 JA1909_MARKER: DS = TRIANGULATION STATION DISK
 JA1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1909_STAMPING: MOORES 1946
 JA1909_MARK LOGO: CGS
 JA1909_PROJECTION: FLUSH
 JA1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1909+STABILITY: SURFACE MOTION
 JA1909
 JA1909  HISTORY     - Date     Condition        Report By
 JA1909  HISTORY     - 1946     MONUMENTED       CGS
 JA1909  HISTORY     - 1975     GOOD             USACE
 JA1909  HISTORY     - 1975     GOOD             NGS
 JA1909  HISTORY     - 1984     MARK NOT FOUND   INDNR
 JA1909
 JA1909                          STATION DESCRIPTION
 JA1909
 JA1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1909'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF FRENCH LICK, 0.2
 JA1909'MILE WEST OF THE MOORES RIDGE CHURCH, 120 FEET SOUTHWEST OF THE
 JA1909'INTERSECTION OF THE CENTERLINE OF TWO GRAVELED ROADS, 31 FEET
 JA1909'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 25 FEET EAST OF AN
 JA1909'18-INCH CEDAR TREE AND 8 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 JA1909'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MOORES 1946.
 JA1909'
 JA1909'REFERENCE MARK NO 1 IS 65.77 FEET EAST OF THE STATION, 11 FEET EAST OF
 JA1909'THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT EAST OF A FENCELINE.  THE
 JA1909'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MOORES NO 1 1946.
 JA1909'
 JA1909'REFERENCE MARK NO 2 IS 113.36 FEET SOUTH OF THE STATION, 28 FEET
 JA1909'NORTHEAST OF A 45-INCH MAPLE TREE AND 16 FEET WEST OF THE CENTERLINE
 JA1909'OF A GRAVELED ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1909'STAMPED MOORES NO 2 1946.
 JA1909'
 JA1909'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, 18 FEET
 JA1909'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS
 JA1909'POST AND IS ON THE WEST EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 JA1909'3 INCHES AND THE DISK IS STAMPED MOORES 1946.
 JA1909'
 JA1909'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 145,
 JA1909'GO EAST AND SOUTH ON STATE HIGHWAY 145 FOR 4.25 MILES TO A GRAVELED
 JA1909'ROAD ON THE LEFT AT THE SOUTHERN END OF A SMALL BRIDGE.  TURN LEFT AND
 JA1909'GO EASTERLY FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JA1909'ON EASTERLY FOR 0.6 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD
 JA1909'FOR 0.25 MILE TO THE SUMMIT OF THE HILL AND THE STATION ON THE RIGHT.
 JA1909'
 JA1909'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
 JA1909
 JA1909                          STATION RECOVERY (1975)
 JA1909
 JA1909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1975 (RCH)
 JA1909'MOORES 1946 RECOVERED GOOD.  NO. 1 1946 RECOVERED GOOD.  NO. 2 1946
 JA1909'RECOVERED POOR (HAS BEEN DESTRUBED)  AZI. FOUND, BUT HAD BEEN
 JA1909'DESTROYED BY ROAD CONSTRUCTION.
 JA1909'
 JA1909'THE STATION MARK IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 JA1909'R.M. NO. 2 IS AT PRESENT IN A FEEDER LOT, THE TOP OF THE MONUMENT HAS
 JA1909'BEEN HIT WITH HEAVY EQUIPMENT.  THE FEEDER LOT WILL BE PAVED OVER WITH
 JA1909'IN THE NEXT TWO WEEKS, ACCORDING TO THE PROPERTY OWNER.  R.M. NO. 2
 JA1909'WILL BE DESTROYED AT THAT TIME.
 JA1909'
 JA1909'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF FRENCH
 JA1909'LICK, INDIANA.
 JA1909
 JA1909                          STATION RECOVERY (1975)
 JA1909
 JA1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JA1909'THE STATION MARK, AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 JA1909'REFERENCE MARK 2 WAS COVERED WITH CONCRETE WHEN THE FEED LOT WAS
 JA1909'SURFACED.  THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND ON THE ROAD
 JA1909'BANK, AND THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS SET AND THE
 JA1909'STATION OCCUPIED.  THERE WAS NO OBJECT TO SET ANOTHER AZIMUTH MARK
 JA1909'FROM.
 JA1909'
 JA1909'THE STATION IS 0.2 MILE WEST OF THE MOORES RIDGE CHURCH AND ON
 JA1909'PROPERTY OWNED BY MR. BILL BREEDEN.  IT IS 72 FEET NORTHEAST OF THE
 JA1909'NORTHWEST CORNER OF THE FEED LOT, 36 FEET WEST OF THE CENTERLINE OF A
 JA1909'PAVED ROAD, 27 FEET SOUTHEAST OF A 15 INCH TREE, 17 FEET WEST OF A
 JA1909'FENCE AND 12 FEET NORTH OF THE NORTH ONE OF TWO CONCRETE CRIB FLOORS.
 JA1909'THE MONUMENT IS FLUSH AND THE DISK STAMPED MOORES 1946.
 JA1909'
 JA1909'REFERENCE MARK 1 IS 63 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 JA1909'23 FEET SOUTHWEST OF A 30 INCH TREE, 16 FEET EAST OF THE CENTER LINE
 JA1909'OF A PAVED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 JA1909'MONUMENT PROJECTS 8 INCHES AND THE DISK STAMPED MOORES NO 1 1946.
 JA1909'
 JA1909'REFERENCE MARK 3 IS 30 FEET NORTH OF THE CENTERLINE OF A PAVED-ROAD,
 JA1909'29 FEET WEST OF A POWER POLE, 7 FEET WEST OF A FENCE CORNER AND 1 FOOT
 JA1909'SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JA1909'MOORES 1946 NO 3 1975.
 JA1909'
 JA1909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF
 JA1909'FRENCH LICK INDIANA.
 JA1909
 JA1909                          STATION RECOVERY (1984)
 JA1909
 JA1909'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 JA1909'MOORES NO 1 1946 RECOVERED.  MOORES NO 3 1975 RECOVERED.  STATION MARK
 JA1909'NOT SEARCHED FOR.  AZIMUTH MARK NOT FOUND.  BRIEF SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1911 ***********************************************************************
 JZ1911  DESIGNATION -  MOORES HILL
 JZ1911  PID         -  JZ1911
 JZ1911  STATE/COUNTY-  IN/DEARBORN
 JZ1911  COUNTRY     -  US
 JZ1911  USGS QUAD   -  DILLSBORO (2019)
 JZ1911
 JZ1911                         *CURRENT SURVEY CONTROL
 JZ1911  ______________________________________________________________________
 JZ1911* NAD 83(1986) POSITION- 39 06 22.     (N) 085 05 39.     (W)   SCALED
 JZ1911* NAVD 88 ORTHO HEIGHT -   280.48  (+/-2cm)      920.2   (feet) VERTCON3
 JZ1911  ______________________________________________________________________
 JZ1911  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1911  VERT ORDER      -  ? (See Below)
 JZ1911
 JZ1911.The horizontal coordinates were scaled from a map and have
 JZ1911.an estimated accuracy of +/- 6 seconds.
 JZ1911
 JZ1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1911
 JZ1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1911.GEOID18 height accuracy estimate available here.
 JZ1911
 JZ1911.The vertical order pertains to the NGVD 29 superseded value.
 JZ1911
 JZ1911.Click photographs - Photos may exist for this station.
 JZ1911
 JZ1911;                    North         East    Units  Estimated Accuracy
 JZ1911;SPC IN E     -   428,430.      149,520.      MT  (+/- 180 meters Scaled)
 JZ1911
 JZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647302(NAD 83)
 JZ1911
 JZ1911                          SUPERSEDED SURVEY CONTROL
 JZ1911
 JZ1911  NGVD 29 (??/??/92)  280.652  (m)          920.77   (f) ADJ UNCH       
 JZ1911
 JZ1911.Superseded values are not recommended for survey control.
 JZ1911
 JZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1911.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1911
 JZ1911_MARKER: B = BOLT
 JZ1911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1911_SP_SET: SEMAPHORE BASE
 JZ1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1911
 JZ1911  HISTORY     - Date     Condition        Report By
 JZ1911  HISTORY     - UNK      MONUMENTED       BORR
 JZ1911  HISTORY     - 1938     GOOD             CGS
 JZ1911
 JZ1911                          STATION DESCRIPTION
 JZ1911
 JZ1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1911'6.3 MI W FROM DILLSBORO.
 JZ1911'6.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1911'STATION AT DILLSBORO, DEARBORN COUNTY, AT MOORES HILL, OPPOSITE
 JZ1911'THE ABANDONED STATION, AT A SEMAPHORE, AND IN THE TOP OF THE
 JZ1911'SOUTHEAST CORNER OF THE CONCRETE BASE.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2204 ***********************************************************************
 LB2204  DESIGNATION -  MORENCI
 LB2204  PID         -  LB2204
 LB2204  STATE/COUNTY-  IN/TIPPECANOE
 LB2204  COUNTRY     -  US
 LB2204  USGS QUAD   -  OTTERBEIN (2019)
 LB2204
 LB2204                         *CURRENT SURVEY CONTROL
 LB2204  ______________________________________________________________________
 LB2204* NAD 83(1997) POSITION- 40 28 17.18051(N) 087 01 45.37523(W)   ADJUSTED
 LB2204* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2204  ______________________________________________________________________
 LB2204  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 LB2204  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 LB2204  HORZ ORDER      -  SECOND
 LB2204
 LB2204.The horizontal coordinates were established by classical geodetic methods
 LB2204.and adjusted by the National Geodetic Survey in May 1999.
 LB2204
 LB2204.The orthometric height was scaled from a topographic map.
 LB2204
 LB2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2204.GEOID18 height accuracy estimate available here.
 LB2204
 LB2204.Click photographs - Photos may exist for this station.
 LB2204
 LB2204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2204
 LB2204. The following values were computed from the NAD 83(1997) position.
 LB2204
 LB2204;                    North         East     Units Scale Factor Converg.
 LB2204;SPC IN W     -   579,865.493   904,584.542   MT  0.99996693   +0 02 06.3
 LB2204;SPC IN W     - 1,902,442.04  2,967,791.12   sFT  0.99996693   +0 02 06.3
 LB2204;UTM  16      - 4,480,084.888   497,518.712   MT  0.99960008   -0 01 08.4
 LB2204
 LB2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2204!SPC IN W     -   0.99997203  x   0.99996693  =   0.99993896
 LB2204!UTM  16      -   0.99997203  x   0.99960008  =   0.99957212
 LB2204
 LB2204:                Primary Azimuth Mark                     Grid Az
 LB2204:SPC IN W     -  MORENCI AZ MK                            300 59 01.9
 LB2204:UTM  16      -  MORENCI AZ MK                            301 02 16.6
 LB2204
 LB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9751880084(NAD 83)
 LB2204
 LB2204|---------------------------------------------------------------------|
 LB2204| PID    Reference Object                     Distance      Geod. Az  |
 LB2204|                                                           dddmmss.s |
 LB2204| CM3196 MORENCI RM 2                         33.071 METERS 10528     |
 LB2204| CM3197 MORENCI RM 3                         28.488 METERS 16616     |
 LB2204| CM3198 MORENCI RM 4                         32.065 METERS 24235     |
 LB2204| LB2208 OTTERBEIN MUNICIPAL TANK            APPROX. 6.1 KM 2885854.1 |
 LB2204| LB2207 OTTERBEIN ST CHARLES CATH CH        APPROX. 5.9 KM 2923215.7 |
 LB2204| CM3194 MORENCI AZ MK                                      3010108.2 |
 LB2204| CM3195 MORENCI RM 1                         28.540 METERS 33339     |
 LB2204|---------------------------------------------------------------------|
 LB2204
 LB2204                          SUPERSEDED SURVEY CONTROL
 LB2204
 LB2204  NAD 83(1986)-  40 28 17.18776(N)    087 01 45.38645(W) AD(       ) 2
 LB2204  NAD 27      -  40 28 17.06990(N)    087 01 45.33550(W) AD(       ) 2
 LB2204
 LB2204.Superseded values are not recommended for survey control.
 LB2204
 LB2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2204.See file dsdata.pdf to determine how the superseded data were derived.
 LB2204
 LB2204_MARKER: DS = TRIANGULATION STATION DISK
 LB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2204_STAMPING: MORENCI 1948
 LB2204_MARK LOGO: CGS
 LB2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2204+STABILITY: SURFACE MOTION
 LB2204
 LB2204  HISTORY     - Date     Condition        Report By
 LB2204  HISTORY     - 1948     MONUMENTED       CGS
 LB2204  HISTORY     - 1955     GOOD             CGS
 LB2204  HISTORY     - 1956     GOOD             CGS
 LB2204  HISTORY     - 1958     GOOD             CGS
 LB2204
 LB2204                          STATION DESCRIPTION
 LB2204
 LB2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2204'STATION IS LOCATED IN THE SOUTH SECTION OF MONTMORENCI ON PROPERTY
 LB2204'OWNED BY MRS ARTHUR GEAR.  IT IS 86 FEET NORTHEAST OF THE NORTH WEST
 LB2204'CORNER OF THE NORTH WING OF THE MONTMORENCI HIGH SCHOOL BUILDING,
 LB2204'68 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE NORTH WING OF THE
 LB2204'HIGH SCHOOL BUILDING, 43 FEET EAST OF A FENCE LINE, 31 FEET
 LB2204'NORTHWEST OF A POWER LINE POLE AND 24 FEET NORTH OF A FENCE LINE AND
 LB2204'A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2204'STAMPED MORENCI 1948.
 LB2204'
 LB2204'REFERENCE MARK NO. 1 IS 93.64 FEET NORTHWEST OF THE STATION.  IT IS
 LB2204'23 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE LINE.
 LB2204'THE MARK IS FLUSH AND THE DISK IS STAMPED MORENCI NO 1 1948.
 LB2204'
 LB2204'REFERENCE MARK NO. 2 IS 108.54 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2204'1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2204'STAMPED MORENCI NO 2 1948.
 LB2204'
 LB2204'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION.  IT IS 42 FEET
 LB2204'WEST OF A TELEPHONE POLE, 39 FEET NORTH OF THE NORTH RAIL OF THE
 LB2204'NICKEL PLATE RAILROAD TRACKS, 6 FEET EAST OF THE CENTER OF A FARM
 LB2204'LANE, 4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET
 LB2204'SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 LB2204'STAMPED MORENCI 1948.
 LB2204'
 LB2204'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE HIGH SCHOOL
 LB2204'ENTRANCE DRIVE FOR 0.05 MILE TO A PAVED ROAD, TURN LEFT AND GO NORTH
 LB2204'FOR 0.25 MILE TO THE JUNCTION OF U. S. HIGHWAY 52, TURN LEFT ON THE
 LB2204'HIGHWAY FOR 0.7 MILE TO A FARM LANE ON THE LEFT, TURN LEFT AND GO
 LB2204'SOUTH ON THE LANE FOR 0.1 MILE TO THE RAILROAD CROSSING AND THE
 LB2204'MARK ON THE LEFT AS DESCRIBED.
 LB2204'
 LB2204'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2204
 LB2204                          STATION RECOVERY (1955)
 LB2204
 LB2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2204'STATION, AZIMUTH MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 LB2204'AS DESCRIBED IN GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS WERE
 LB2204'CHECKED AND FOUND CORRECT.  THE DISTANCE TO R. M. NO. 1 CHECKED.  A
 LB2204'SMALL DIFFERENCE WAS FOUND IN THE DISTANCE TO R. M. NO. 2.  R. M.
 LB2204'NOS. 1 AND 2 WERE DESTROYED AND R. M. NOS. 3 AND 4 WERE
 LB2204'ESTABLISHED.  BENCH MARK M 136 WAS FOUND 30 FEET EAST OF THE AZIMUTH
 LB2204'MARK AND OBSERVATIONS WERE MADE SO THAT IT MAY BE USED AS AN
 LB2204'AZIMUTH MARK.  THE ORIGINAL DESCRIPTION TO THE STATION AND
 LB2204'AZIMUTH MARK ARE ADEQUATE AND CORRECT.
 LB2204'
 LB2204'REFERENCE MARK NO. 3 IS 93.46 FEET SOUTH OF THE STATION.  IT IS 23
 LB2204'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTH WING OF THE
 LB2204'SCHOOL, 1 FOOT WEST OF THE EAST EDGE OF A SIDEWALK.  THE MARK IS A
 LB2204'STANDARD REFERENCE MARK DISK, SET FLUSH IN A DRILL HOLE AND IS
 LB2204'STAMPED MORENCI NO 3 1948.
 LB2204'
 LB2204'REFERENCE MARK NO. 4 IS 105.20 FEET SOUTHWEST OF THE STATION, 43 FEET
 LB2204'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH WING OF THE SCHOOL,
 LB2204'25 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 2
 LB2204'FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2204'MORENCI NO 4 1948.
 LB2204'
 LB2204'BENCH MARK M 136 IS 41 FEET NORTH OF THE NORTH RAIL OF THE N. Y. C.
 LB2204'AND ST. L. RAILROAD TRACKS, 39 FEET EAST OF THE CENTER OF A GRAVEL
 LB2204'FARM ROAD, 9 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A
 LB2204'FENCE.  THE MARK IS A 10 X 10 INCH CONCRETE POST, PROJECTING ABOUT
 LB2204'4 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK, STAMPED M 136
 LB2204'1946.  THE MARK IS ABOUT 0.7 MILE NORTHWEST OF THE STATION.
 LB2204
 LB2204                          STATION RECOVERY (1956)
 LB2204
 LB2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 LB2204'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MONUMENTS FOR THE
 LB2204'REFERENCE MARKS WERE RECOVERED BUT THE DISKS HAVE BEEN REMOVED FROM
 LB2204'THE MONUMENTS.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 LB2204
 LB2204                          STATION RECOVERY (1958)
 LB2204
 LB2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2204'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  THE TOPS OF
 LB2204'REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN MUTILATED AND DISKES
 LB2204'REMOVED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR INFORMATION
 LB2204'NOTED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1941 ***********************************************************************
 KA1941  DESIGNATION -  MORGAN
 KA1941  PID         -  KA1941
 KA1941  STATE/COUNTY-  IN/JOHNSON
 KA1941  COUNTRY     -  US
 KA1941  USGS QUAD   -  GREENWOOD (2019)
 KA1941
 KA1941                         *CURRENT SURVEY CONTROL
 KA1941  ______________________________________________________________________
 KA1941* NAD 83(1997) POSITION- 39 37 22.16550(N) 086 06 23.68944(W)   ADJUSTED
 KA1941* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 KA1941  ______________________________________________________________________
 KA1941  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 KA1941  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 KA1941  HORZ ORDER      -  FIRST
 KA1941
 KA1941.The horizontal coordinates were established by classical geodetic methods
 KA1941.and adjusted by the National Geodetic Survey in May 1999.
 KA1941
 KA1941.The orthometric height was scaled from a topographic map.
 KA1941
 KA1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1941.GEOID18 height accuracy estimate available here.
 KA1941
 KA1941.Click photographs - Photos may exist for this station.
 KA1941
 KA1941.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1941
 KA1941. The following values were computed from the NAD 83(1997) position.
 KA1941
 KA1941;                    North         East     Units Scale Factor Converg.
 KA1941;SPC IN E     -   485,733.244    62,229.390   MT  0.99998422   -0 16 50.0
 KA1941;SPC IN E     - 1,593,609.82    204,164.26   sFT  0.99998422   -0 16 50.0
 KA1941;SPC IN W     -   486,096.670   983,863.769   MT  1.00005322   +0 37 22.6
 KA1941;SPC IN W     - 1,594,802.16  3,227,893.05   sFT  1.00005322   +0 37 22.6
 KA1941;UTM  16      - 4,386,276.990   576,680.547   MT  0.99967239   +0 34 11.2
 KA1941
 KA1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1941!SPC IN E     -   0.99996649  x   0.99998422  =   0.99995072
 KA1941!SPC IN W     -   0.99996649  x   1.00005322  =   1.00001971
 KA1941!UTM  16      -   0.99996649  x   0.99967239  =   0.99963890
 KA1941
 KA1941:                Primary Azimuth Mark                     Grid Az
 KA1941:SPC IN E     -  GREENWOOD NOBLITT SPARKS TANK            165 23 07.4
 KA1941:SPC IN W     -  GREENWOOD NOBLITT SPARKS TANK            164 28 54.8
 KA1941:UTM  16      -  GREENWOOD NOBLITT SPARKS TANK            164 32 06.2
 KA1941
 KA1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7668086276(NAD 83)
 KA1941
 KA1941|---------------------------------------------------------------------|
 KA1941| PID    Reference Object                     Distance      Geod. Az  |
 KA1941|                                                           dddmmss.s |
 KA1941| CC8999 MORGAN RM 1                          43.090 METERS 04332     |
 KA1941| KA1942 GREENWOOD                            33.326 METERS 07906     |
 KA1941| KA1943 GREENWOOD NOBLITT SPARKS TANK       APPROX. 0.6 KM 1650617.4 |
 KA1941| CC8998 MORGAN AZ MK                                       2543628.9 |
 KA1941| CC9000 MORGAN RM 2                          23.968 METERS 26117     |
 KA1941| KA1938 MORGAN 2                             10.878 METERS 34504     |
 KA1941|---------------------------------------------------------------------|
 KA1941
 KA1941                          SUPERSEDED SURVEY CONTROL
 KA1941
 KA1941  NAD 83(1986)-  39 37 22.17297(N)    086 06 23.71382(W) AD(       ) 1
 KA1941  NAD 27      -  39 37 22.00400(N)    086 06 23.76600(W) AD(       ) 1
 KA1941
 KA1941.Superseded values are not recommended for survey control.
 KA1941
 KA1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1941.See file dsdata.pdf to determine how the superseded data were derived.
 KA1941
 KA1941_MARKER: DS = TRIANGULATION STATION DISK
 KA1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1941_STAMPING: MORGAN 1939
 KA1941_MARK LOGO: CGS
 KA1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1941+STABILITY: SURFACE MOTION
 KA1941
 KA1941  HISTORY     - Date     Condition        Report By
 KA1941  HISTORY     - 1939     MONUMENTED       CGS
 KA1941  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KA1941  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA1941
 KA1941                          STATION DESCRIPTION
 KA1941
 KA1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1941'STATION IS LOCATED ABOUT 0.9 MILE BY ROAD WEST OF GREENWOOD, ON THE
 KA1941'WEST SIDE OF A GRAVEL ROAD AND WEST OF THE PENNSYLVANIA
 KA1941'RAILROAD TRACKS IN A NARROW STRIP OF CLOVER LAND OWNED BY G.G. MORGAN
 KA1941'WHO LIVES ABOUT 0.25 MILE SOUTH OF THE STATION. MARK PROJECTS 6
 KA1941'INCHES, 38.3 FEET SOUTH OF THE S.E. CORNER OF THE AMERICAN GAS
 KA1941'SERVICE CO. WAREHOUSE, 12.4 FEET NORTH OF A WIRE FENCE LINE, 33
 KA1941'FT. WEST OF A 3-TRANSFORMER POWER LINE POLE, AND 33.326 METERS WEST
 KA1941'OF TRAVERSE STATION GREENWOOD 1920.
 KA1941'
 KA1941'R.M. NO. 1 IS N.E. OF THE STATION, MARK PROJECTS 8 INCHES, 21 FT.
 KA1941'EAST OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD, 11 FT. NORTH
 KA1941'OF A TELEPHONE POLE, 1 FT. WEST OF A WIRE FENCE LINE AND 25.110
 KA1941'METERS NORTH OF TRAVERSE STATION GREENWOOD 1920.
 KA1941'
 KA1941'R.M. NO. 2 IS WEST OF STATION, MARK PROJECTS 8 INCHES, 3 FT. EAST OF
 KA1941'A S.W. FENCE CORNER AND 49 FT. SOUTH OF THE S.W. CORNER OF
 KA1941'THE AMERICAN GAS SERVICE CO. WAREHOUSE.
 KA1941'
 KA1941'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE WEST OF STATION. MARK PROJECTS
 KA1941'6 INCHES ON THE NORTH SIDE OF DRIVEWAY ON LAND OWNED BY MR. J.E.
 KA1941'NOBLE.
 KA1941'
 KA1941'AZIMUTH MARK IS 14 FT. EAST OF THE EAST RAIL OF TROLLEY TRACKS, 6
 KA1941'FT. NORTH OF CENTER OF DRIVEWAY,3 FT. EAST OF A S.W.FENCE
 KA1941'CORNER, 30 FT. EAST OF THE CENTER LINE OF U.S. ROUTE 31 AND 55 FT.
 KA1941'W.N.W. OF THE N.W. CORNER OF MR. NOBLES HOUSE.
 KA1941'
 KA1941'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1941
 KA1941                          STATION RECOVERY (1958)
 KA1941
 KA1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KA1941'THE STATION AND REFERENCE MARK NO. 2 WERE MOVED TO CLEAR FOR
 KA1941'CONSTRUCTION FOR A STREET. ALL BUT THE AZIMUTH MARK WERE
 KA1941'RECOVERED IN GOOD CONDITION. THIS STATION IS IN THE CENTER OF NEW
 KA1941'SUB-DIVISION AND THE AZIMUTH MARK COULD NOT BE FOUND.
 KA1941'
 KA1941'NOTE- SEE DESCRIPTION MORGAN 2 1958.
 KA1941
 KA1941                          STATION RECOVERY (1976)
 KA1941
 KA1941'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA1941'STA NOT RECOVERED - PAVED OVER BY STREET.
 KA1941'
 KA1941'MARK COULD EASILY REESTABLISHED FROM REFERENCE MARK MORGAN RM 1, 2,
 KA1941'AND 3.
 KA1941'
 KA1941'MORGAN RM 1 RECOVERED IN GOOD CONDITION.
 KA1941'
 KA1941'NE CORNER PENN RR. AND N. MERIDIAN ST AND CARNEY ST.
 KA1941'
 KA1941'MORGAN RM 2 RECOVERED IN GOOD CONDITION.
 KA1941'
 KA1941'NW CORNER N. MERIDIAN ST AND CARNEY ST 2.6 FEET SE OF SE CORNER OF
 KA1941'HODAKA MOTORCYCLES SALES BLDG.
 KA1941'
 KA1941'MORGAN RM 3 RECOVERED IN GOOD CONDITION.
 KA1941'
 KA1941'NW CORNER N. MERIDIAN ST AND CARNEY ST.  SET 1.6 FT SOUTH OF SW
 KA1941'CORNER HODAKA MOTORCYCLE SALES BLDG.
 KA1941'
 KA1941'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE N. OF GREENWOOD,
 KA1941'IND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2446 ***********************************************************************
 LB2446  DESIGNATION -  MORGAN
 LB2446  PID         -  LB2446
 LB2446  STATE/COUNTY-  IN/FULTON
 LB2446  COUNTRY     -  US
 LB2446  USGS QUAD   -  GRASS CREEK (2019)
 LB2446
 LB2446                         *CURRENT SURVEY CONTROL
 LB2446  ______________________________________________________________________
 LB2446* NAD 83(1997) POSITION- 40 55 30.73351(N) 086 24 13.59329(W)   ADJUSTED
 LB2446* NAVD 88 ORTHO HEIGHT -   237.76  (+/-2cm)      780.1   (feet) VERTCON3
 LB2446  ______________________________________________________________________
 LB2446  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 LB2446  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 LB2446  HORZ ORDER      -  SECOND
 LB2446  VERT ORDER      -  THIRD ? (See Below)
 LB2446
 LB2446.The horizontal coordinates were established by classical geodetic methods
 LB2446.and adjusted by the National Geodetic Survey in May 1999.
 LB2446
 LB2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2446
 LB2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2446.GEOID18 height accuracy estimate available here.
 LB2446
 LB2446.The vertical order pertains to the NGVD 29 superseded value.
 LB2446
 LB2446.Click photographs - Photos may exist for this station.
 LB2446
 LB2446.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2446
 LB2446. The following values were computed from the NAD 83(1997) position.
 LB2446
 LB2446;                    North         East     Units Scale Factor Converg.
 LB2446;SPC IN E     -   630,513.730    37,914.946   MT  1.00001409   -0 28 58.4
 LB2446;SPC IN E     - 2,068,610.46    124,392.62   sFT  1.00001409   -0 28 58.4
 LB2446;SPC IN W     -   630,474.471   957,237.559   MT  1.00000697   +0 26 42.6
 LB2446;SPC IN W     - 2,068,481.66  3,140,536.89   sFT  1.00000697   +0 26 42.6
 LB2446;UTM  16      - 4,530,625.127   550,200.131   MT  0.99963102   +0 23 26.1
 LB2446
 LB2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2446!SPC IN E     -   0.99996800  x   1.00001409  =   0.99998209
 LB2446!SPC IN W     -   0.99996800  x   1.00000697  =   0.99997497
 LB2446!UTM  16      -   0.99996800  x   0.99963102  =   0.99959903
 LB2446
 LB2446:                Primary Azimuth Mark                     Grid Az
 LB2446:SPC IN E     -  MONTGOMERY                               180 40 28.7
 LB2446:SPC IN W     -  MONTGOMERY                               179 44 47.7
 LB2446:UTM  16      -  MONTGOMERY                               179 48 04.2
 LB2446
 LB2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5020030625(NAD 83)
 LB2446
 LB2446|---------------------------------------------------------------------|
 LB2446| PID    Reference Object                     Distance      Geod. Az  |
 LB2446|                                                           dddmmss.s |
 LB2446| CC8997 MORGAN RM                            10.005 METERS 17050     |
 LB2446| LB2443 MONTGOMERY                          APPROX. 2.0 KM 1801130.3 |
 LB2446|---------------------------------------------------------------------|
 LB2446
 LB2446                          SUPERSEDED SURVEY CONTROL
 LB2446
 LB2446  NAD 83(1986)-  40 55 30.73922(N)    086 24 13.60314(W) AD(       ) 2
 LB2446  NAD 27      -  40 55 30.58800(N)    086 24 13.59110(W) AD(       ) 2
 LB2446  USSD        -  40 55 30.61000(N)    086 24 13.45200(W) AD(       ) 3
 LB2446  NGVD 29             237.88   (m)          780.4    (f) LEVELING    3  
 LB2446
 LB2446.Superseded values are not recommended for survey control.
 LB2446
 LB2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2446.See file dsdata.pdf to determine how the superseded data were derived.
 LB2446
 LB2446_MARKER: N = NAIL
 LB2446_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2446_SP_SET: WOOD STAKE
 LB2446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2446
 LB2446  HISTORY     - Date     Condition        Report By
 LB2446  HISTORY     - 1920     MONUMENTED       CGS
 LB2446
 LB2446                          STATION DESCRIPTION
 LB2446
 LB2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2446'ABOUT 1-1/2 MILES S OF GRASS CREEK, 500 YARDS N OF MILEPOST T. H.
 LB2446'128, ON THE E SIDE OF THE TRACK, ON THE FIRST DEEP CUT S OF GRASS
 LB2446'CREEK, 8.712 METERS (28.58 FEET) E OF THE E AND NEAREST RAIL.  THE
 LB2446'STATION AND REFERENCE MARKS ARE MARKED BY A 2 BY 4 PINE STAKE WITH
 LB2446'A NAIL AND A CROSS ON THE TOP.  THE REFERENCE MARK IS ON THE SAME
 LB2446'SIDE OF THE TRACK, 10.005 METERS (32.82 FEET) FROM THE STATION
 LB2446'S 09 DEG 10 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2131 ***********************************************************************
 JA2131  CBN         -  This is a Cooperative Base Network Control Station.
 JA2131  PACS        -  This is a Primary Airport Control Station.
 JA2131  DESIGNATION -  MORGAN
 JA2131  PID         -  JA2131
 JA2131  STATE/COUNTY-  IN/PERRY
 JA2131  COUNTRY     -  US
 JA2131  USGS QUAD   -  GATCHEL (2019)
 JA2131
 JA2131                         *CURRENT SURVEY CONTROL
 JA2131  ______________________________________________________________________
 JA2131* NAD 83(2011) POSITION- 38 00 53.14380(N) 086 41 17.96226(W)   ADJUSTED
 JA2131* NAD 83(2011) ELLIP HT-   167.779 (meters)        (06/27/12)   ADJUSTED
 JA2131* NAD 83(2011) EPOCH   -  2010.00
 JA2131* NAVD 88 ORTHO HEIGHT -   200.04  (meters)      656.3   (feet) GPS OBS
 JA2131  ______________________________________________________________________
 JA2131  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JA2131  GEOID HEIGHT    -        -32.188 (meters)                     GEOID96
 JA2131  GEOID HEIGHT    -        -32.272 (meters)                     GEOID18
 JA2131  NAD 83(2011) X  -    290,660.174 (meters)                     COMP
 JA2131  NAD 83(2011) Y  - -5,023,150.177 (meters)                     COMP
 JA2131  NAD 83(2011) Z  -  3,906,838.363 (meters)                     COMP
 JA2131  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 JA2131
 JA2131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA2131  Standards:
 JA2131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA2131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA2131  -------------------------------------------------------------------
 JA2131  NETWORK    0.52   1.02           0.24   0.18   0.52      0.00000000
 JA2131  -------------------------------------------------------------------
 JA2131  Click here for local accuracies and other accuracy information.
 JA2131
 JA2131.This mark is at Perry Co Municipal Airport (TEL)
 JA2131
 JA2131.The horizontal coordinates were established by GPS observations
 JA2131.and adjusted by the National Geodetic Survey in June 2012.
 JA2131
 JA2131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA2131.been affixed to the stable North American tectonic plate. See 
 JA2131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA2131
 JA2131.The horizontal coordinates are valid at the epoch date displayed above
 JA2131.which is a decimal equivalence of Year/Month/Day.
 JA2131
 JA2131.The orthometric height was determined by GPS observations and a
 JA2131.high-resolution geoid model.
 JA2131
 JA2131.GPS derived orthometric heights for airport stations designated as
 JA2131.PACS or SACS are published to 2 decimal places.  This maintains
 JA2131.centimeter relative accuracy between the PACS and SACS.  It does
 JA2131.not indicate centimeter accuracy relative to other marks which are
 JA2131.part of the published vertical control network.
 JA2131
 JA2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2131.GEOID18 height accuracy estimate available here.
 JA2131
 JA2131.Click photographs - Photos may exist for this station.
 JA2131
 JA2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2131
 JA2131.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2131
 JA2131.The ellipsoidal height was determined by GPS observations
 JA2131.and is referenced to NAD 83.
 JA2131
 JA2131. The following values were computed from the NAD 83(2011) position.
 JA2131
 JA2131;                    North         East     Units Scale Factor Converg.
 JA2131;SPC IN W     -   307,206.162   934,686.698   MT  0.99998148   +0 14 35.8
 JA2131;SPC IN W     - 1,007,892.22  3,066,551.28   sFT  0.99998148   +0 14 35.8
 JA2131;UTM  16      - 4,207,498.744   527,358.968   MT  0.99960922   +0 11 31.0
 JA2131
 JA2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2131!SPC IN W     -   0.99997367  x   0.99998148  =   0.99995515
 JA2131!UTM  16      -   0.99997367  x   0.99960922  =   0.99958290
 JA2131
 JA2131:                Primary Azimuth Mark                     Grid Az
 JA2131:SPC IN W     -  TEL B                                    335 29 44.4
 JA2131:UTM  16      -  TEL B                                    335 32 49.2
 JA2131
 JA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2735807498(NAD 83)
 JA2131
 JA2131|---------------------------------------------------------------------|
 JA2131| PID    Reference Object                     Distance      Geod. Az  |
 JA2131|                                                           dddmmss.s |
 JA2131| DP5961 TEL B                               406.254 METERS 3354420.2 |
 JA2131|---------------------------------------------------------------------|
 JA2131
 JA2131                          SUPERSEDED SURVEY CONTROL
 JA2131
 JA2131  NAD 83(2007)-  38 00 53.14385(N)    086 41 17.96308(W) AD(2002.00) 0
 JA2131  ELLIP H (02/10/07)  167.806  (m)                       GP(2002.00)    
 JA2131  NAD 83(1997)-  38 00 53.14412(N)    086 41 17.96356(W) AD(       ) B
 JA2131  ELLIP H (04/10/98)  167.809  (m)                       GP(       ) 4 1
 JA2131  NAD 83(1993)-  38 00 53.14731(N)    086 41 17.96299(W) AD(       ) 3
 JA2131  NAD 83(1986)-  38 00 53.15312(N)    086 41 17.96649(W) AD(       ) 3
 JA2131  NAD 27      -  38 00 52.94258(N)    086 41 18.02034(W) AD(       ) 3
 JA2131  NAVD 88 (03/12/98)  200.08   (m)  UNKNOWN  model used  GPS OBS        
 JA2131  NGVD 29 (02/23/89)  200.05   (m)  RAPSU86  model used  GPS OBS        
 JA2131
 JA2131.Superseded values are not recommended for survey control.
 JA2131
 JA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2131.See file dsdata.pdf to determine how the superseded data were derived.
 JA2131
 JA2131_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2131_STAMPING: MORGAN 1986
 JA2131_MARK LOGO: NGS
 JA2131_PROJECTION: FLUSH
 JA2131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JA2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2131+STABILITY: SURFACE MOTION
 JA2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2131+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2018
 JA2131
 JA2131  HISTORY     - Date     Condition        Report By
 JA2131  HISTORY     - 1986     MONUMENTED       NGS
 JA2131  HISTORY     - 19970527 GOOD             NGS
 JA2131  HISTORY     - 19980727 GOOD             WOOLPT
 JA2131  HISTORY     - 20070308 GOOD             WOOLPT
 JA2131  HISTORY     - 20101029 GOOD             BERNAR
 JA2131  HISTORY     - 20120808 GOOD             WOOLPT
 JA2131  HISTORY     - 20141103 GOOD             GEOCAC
 JA2131  HISTORY     - 20181111 GOOD             INDIV
 JA2131
 JA2131                          STATION DESCRIPTION
 JA2131
 JA2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA2131'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTH OF INTERSTATE
 JA2131'HIGHWAY 64, 12.1 KM (7.50 MI) NORTHEAST OF TELL CITY AND AT THE PERRY
 JA2131'COUNTY MUNICIPAL AIRPORT.  OWNERSHIP--MORGAN AVIATION, HC64, BOX 103,
 JA2131'TELL CITY, IN 47586, PHONE 812-836-2697.  AIRPORT MANAGER IS JESSE
 JA2131'MORGAN.
 JA2131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 37 IN
 JA2131'TELL CITY, GO EAST AND NORTHEAST ON STATE HIGHWAY 37 FOR 10.5 KM
 JA2131'(6.50 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.3 KM (0.20 MI)
 JA2131'TO AIRPORT ENTRANCE.  TURN LEFT AND GO 0.2 KM (0.10 MI) TO A GATE.
 JA2131'PASS THRU THE GATE AND GO 0.1 KM (0.05 MI) TO A RUNWAY AND THE
 JA2131'STATION ON THE RIGHT.
 JA2131'THE STATION MARK IS A STANDARD NGS STATION MARK DISK STAMPED---MORGAN
 JA2131'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2131'FLUSH WITH THE GROUND.  LOCATED 44.20 M (145.0 FT) SOUTHEAST FROM
 JA2131'SOUTH EDGE OF TAXIWAY, 30.79 M (101.0 FT) NORTH-NORTHEAST FROM THE
 JA2131'NORTHEAST CORNER OF OFFICE BUILDING, 21.64 M (71.0 FT) NORTHWEST FROM
 JA2131'THE CIRCLE DRIVE TO NORTH SIDE OF A HANGAR AND 10.67 M (35.0 FT)
 JA2131'SOUTHEAST FROM A BIRDHOUSE TYPE WEATHER MONITOR ON A 4 X 4 INCH
 JA2131'WOODEN POST.
 JA2131'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2131'DESCRIBED BY D.A. BOWLING.
 JA2131
 JA2131                          STATION RECOVERY (1997)
 JA2131
 JA2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA2131'THE STATION IS LOCATED 24 KM (14.90 MI) SOUTH OF INTERSTATE HIGHWAY
 JA2131'64, 12 KM (7.45 MI) NORTHEAST OF TELL CITY AT THE PERRY COUNTY
 JA2131'MUNICIPAL AIRPORT, IN GRASS ADJACENT TO THE AIRPORT OFFICE, AND
 JA2131'BETWEEN THE RUNWAY AND A PAVED ROAD LEADING FROM A PARKING LOT TO THE
 JA2131'APRON.  OWNERSHIP--MORGAN AVIATION, HC64, BOX 103, TELL CITY IN 47586.
 JA2131'AIRPORT MANAGER IS JESSE MORGAN, PHONE 812-836-2697.  TO REACH FROM
 JA2131'THE JUNCTION OF STATE HIGHWAYS 37 (PAYNE STREET) AND 66 EAST (12TH
 JA2131'STREET) IN TELL CITY, GO EAST AND NORTHEAST ON HIGHWAY 37 FOR 9.2 KM
 JA2131'(5.70 MI) TO A PAVED CROSSROAD (OLD HIGHWAY 37).  TURN LEFT, NORTHWEST
 JA2131'ON THE ROAD FOR 0.3 KM (0.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 JA2131'RIGHT.  TURN RIGHT, NORTH ON THE ROAD FOR 0.2 KM (0.10 MI) TO A GATE
 JA2131'IN THE PARKING LOT.  TURN LEFT, NORTHWEST, PASSING THROUGH THE GATE ON
 JA2131'A PAVED ROAD FOR 30 M (98.4 FT) TO THE STATION ON THE RIGHT.  THE
 JA2131'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 JA2131'WITH THE GROUND.  IT IS 44.6 M (146.3 FT) SOUTHEAST OF THE SOUTHEAST
 JA2131'EDGE OF A CONNECTOR TAXI, 31.4 M (103.0 FT) NORTH-NORTHEAST OF THE
 JA2131'NORTH CORNER OF THE OFFICE AND HANGAR, 33.4 M (109.6 FT) NORTHEAST OF
 JA2131'THE NORTHEAST EDGE OF THE APRON, 18.4 M (60.4 FT) NORTH OF THE NORTH
 JA2131'EDGE OF THE CIRCULAR DRIVE TO THE APRON, 16.4 M (53.8 FT)
 JA2131'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE WALL AROUND THE
 JA2131'FUEL TANKS, AND 15.9 M (52.2 FT) NORTHWEST OF BIRDHOUSE TYPE WEATHER
 JA2131'MONITOR ON A 4 X 4 INCH WOODEN POST.  NOTE--THIS STATION IS DESIGNATED
 JA2131'AS THE PRIMARY AIRPORT CONTROL STATION.
 JA2131
 JA2131                          STATION RECOVERY (1998)
 JA2131
 JA2131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 JA2131'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (GTF).
 JA2131
 JA2131                          STATION RECOVERY (2007)
 JA2131
 JA2131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007
 JA2131'RECOVERED AS DESCRIBED IN GOOD CONDITION
 JA2131
 JA2131                          STATION RECOVERY (2010)
 JA2131
 JA2131'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2010 (MGB)
 JA2131'RECOVERED IN GOOD CONDITION.
 JA2131
 JA2131                          STATION RECOVERY (2012)
 JA2131
 JA2131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BAH)
 JA2131'RECOVERED AS DESCRIBED, EXCEPT THE OWNERSHIP HAS CHANGED.
 JA2131'OWNERSHIP--PERRY COUNTY AIRPORT AUTHORITY, 11965 OLD STATE ROAD 37,
 JA2131'TELL CITY, IN 47586.  THE AIRPORT MANAGER IS GARY GEBHARD, PHONE
 JA2131'812-547-4101.
 JA2131
 JA2131                          STATION RECOVERY (2014)
 JA2131
 JA2131'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA2131'MARK FOUND IN GOOD CONDITION.
 JA2131
 JA2131                          STATION RECOVERY (2018)
 JA2131
 JA2131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (PK)
 JA2131'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHEAST OF
 JA2131'CANNELTON, 6.2 MI (10.0 KM) NORTHEAST OF TELL CITY AND 3.0 MI (4.8 KM)
 JA2131'SOUTHWEST OF GATCHEL.  CONTACT THE AIRPORT MANAGER KEN ROLAND
 JA2131'812-608-0651 TO OBTAIN PERMISSION TO ACCESS THE MARK IF GATE IS
 JA2131'CLOSED.
 JA2131'
 JA2131'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 37 AND STATE HIGHWAY
 JA2131'145, GO NORTH FOR APPROXIMATELY 0.81 MI (1.30 KM).  TURN LEFT ONTO OLD
 JA2131'STATE HIGHWAY 37.  TURN RIGHT INTO ENTRANCE TO AIRPORT AND PARKING
 JA2131'AREA.  ACCESS MARK BY DRIVEWAY THROUGH METAL GATE TO MARK STRAIGHT
 JA2131'AHEAD.
 JA2131'
 JA2131'MEASUREMENTS ARE APPROXIMATE.   IT IS 134 FT (40.8 M) NORTH-NORTHWEST
 JA2131'OF GATE HINGE POST, 98 FT (29.9 M) NORTH OF THE NORTH CORNER OF
 JA2131'AIRPORT OFFICE, 52 FT (15.8 M) NORTH OF THE EAST CORNER OF FUEL AREA.
 JA2131'RECOVERY OF OTHER NEARBY MARKS WAS NOT ATTEMPTED DUE TO ACTIVE AIRPORT
 JA2131'AND RUNWAY ACTIVITY.
 JA2131'
 JA2131'MARKER WAS FOUND SLIGHTLY BURIED UNDER VEGETATION AND DEBRIS, BUT IN
 JA2131'GREAT CONDITION.  THE MARKER IS LOCATED IN A MANICURED LAWN ON THE
 JA2131'NORTH SIDE OF OFFICE BUILDING AT THE PERRY COUNTY MUNICIPAL AIRPORT
 JA2131'THE MARK IS APPROXIMATELY 100 FT (30.5 M) NORTH OF THE NORTH CORNER OF
 JA2131'THE BUILDING, 55 FT (16.8 M) NORTH EAST OF TANK ENCLOSURE AND 25 FT
 JA2131'(7.6 M) SOUTHWEST OF BEGINNING OF AN UNCUT FIELD SURROUNDING
 JA2131'THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1938 ***********************************************************************
 KA1938  DESIGNATION -  MORGAN 2
 KA1938  PID         -  KA1938
 KA1938  STATE/COUNTY-  IN/JOHNSON
 KA1938  COUNTRY     -  US
 KA1938  USGS QUAD   -  GREENWOOD (2019)
 KA1938
 KA1938                         *CURRENT SURVEY CONTROL
 KA1938  ______________________________________________________________________
 KA1938* NAD 83(1997) POSITION- 39 37 22.50629(N) 086 06 23.80696(W)   ADJUSTED
 KA1938* NAVD 88 ORTHO HEIGHT -   246.78  (+/-2cm)      809.6   (feet) VERTCON3
 KA1938  ______________________________________________________________________
 KA1938  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 KA1938  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 KA1938  HORZ ORDER      -  FIRST
 KA1938  VERT ORDER      -  THIRD ? (See Below)
 KA1938
 KA1938.The horizontal coordinates were established by classical geodetic methods
 KA1938.and adjusted by the National Geodetic Survey in May 1999.
 KA1938
 KA1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1938
 KA1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1938.GEOID18 height accuracy estimate available here.
 KA1938
 KA1938.The vertical order pertains to the NGVD 29 superseded value.
 KA1938
 KA1938.Click photographs - Photos may exist for this station.
 KA1938
 KA1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1938
 KA1938. The following values were computed from the NAD 83(1997) position.
 KA1938
 KA1938;                    North         East     Units Scale Factor Converg.
 KA1938;SPC IN E     -   485,743.768    62,226.638   MT  0.99998423   -0 16 50.1
 KA1938;SPC IN E     - 1,593,644.35    204,155.23   sFT  0.99998423   -0 16 50.1
 KA1938;SPC IN W     -   486,107.149   983,860.852   MT  1.00005322   +0 37 22.5
 KA1938;SPC IN W     - 1,594,836.54  3,227,883.48   sFT  1.00005322   +0 37 22.5
 KA1938;UTM  16      - 4,386,287.469   576,677.641   MT  0.99967238   +0 34 11.2
 KA1938
 KA1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1938!SPC IN E     -   0.99996651  x   0.99998423  =   0.99995074
 KA1938!SPC IN W     -   0.99996651  x   1.00005322  =   1.00001973
 KA1938!UTM  16      -   0.99996651  x   0.99967238  =   0.99963890
 KA1938
 KA1938:                Primary Azimuth Mark                     Grid Az
 KA1938:SPC IN E     -  GREENWOOD NOBLITT SPARKS TANK            165 23 05.0
 KA1938:SPC IN W     -  GREENWOOD NOBLITT SPARKS TANK            164 28 52.4
 KA1938:UTM  16      -  GREENWOOD NOBLITT SPARKS TANK            164 32 03.7
 KA1938
 KA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7667786287(NAD 83)
 KA1938
 KA1938|---------------------------------------------------------------------|
 KA1938| PID    Reference Object                     Distance      Geod. Az  |
 KA1938|                                                           dddmmss.s |
 KA1938| CC8999 MORGAN RM 1                          38.530 METERS 05726     |
 KA1938| KA1942 GREENWOOD                            35.775 METERS 09645     |
 KA1938| CC9002 MORGAN 2 RM 4                        30.080 METERS 13459     |
 KA1938| KA1943 GREENWOOD NOBLITT SPARKS TANK       APPROX. 0.6 KM 1650614.9 |
 KA1938| CC9001 MORGAN 2 RM 3                        19.564 METERS 27048     |
 KA1938|---------------------------------------------------------------------|
 KA1938
 KA1938                          SUPERSEDED SURVEY CONTROL
 KA1938
 KA1938  NAD 83(1986)-  39 37 22.51411(N)    086 06 23.83151(W) AD(       ) 1
 KA1938  NAD 27      -  39 37 22.34510(N)    086 06 23.88370(W) AD(       ) 1
 KA1938  NGVD 29             246.90   (m)          810.0    (f) LEVELING    3  
 KA1938
 KA1938.Superseded values are not recommended for survey control.
 KA1938
 KA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1938.See file dsdata.pdf to determine how the superseded data were derived.
 KA1938
 KA1938_MARKER: DS = TRIANGULATION STATION DISK
 KA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1938_STAMPING: MORGAN 2 1958
 KA1938_MARK LOGO: CGS
 KA1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1938+STABILITY: SURFACE MOTION
 KA1938
 KA1938  HISTORY     - Date     Condition        Report By
 KA1938  HISTORY     - 1958     MONUMENTED       CGS
 KA1938  HISTORY     - 1978     GOOD             NGS
 KA1938
 KA1938                          STATION DESCRIPTION
 KA1938
 KA1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KA1938'THE STATION IS LOCATED IN THE NORTH PART OF GREENWOOD, AT THE PROPANE
 KA1938'GAS BULK PLANT, ALONG N. MERIDIAN STREET AT A RAILROAD CROSSING,
 KA1938'ABOUT 60 FEET WEST OF THE CENTER OF STREET, 2 FEET SOUTH OF THE SOUTH
 KA1938'ENCLOSURE FENCE OF PLANT, 2.6 FEET SOUTHEAST OF THE SOUTHEAST
 KA1938'CORNER OF THE TRUCK STORAGE SHED. A STANDARD STATION DISK IN THE TOP
 KA1938'OF A CONCRETE POST PROJECTING 4 INCHES- THIS AREA MAY BE
 KA1938'BLACK TOPPED LEAVING THE MARK FLUSH. THE DISK IS STAMPED
 KA1938'MORGAN 2 1958.
 KA1938'
 KA1938'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE MARKED AS DESCRIBED.
 KA1938'
 KA1938'REFERENCE MARK NO. 1 IS 126.41 FEET EAST NORTHEAST OF THE STATION AND
 KA1938'ACROSS THE RAILROAD TRACK AND MERIDIAN STREET, 20 FEET EAST OF
 KA1938'THE EAST RAIL OF TRACK AND CENTER OF STREET, 11.4 FEET NORTHEAST OF A
 KA1938'TELEPHONE POLE WITH DOUBLE BRACE CABLES, 7 FEET WEST
 KA1938'SOUTHWEST OF A BOARD FENCE CORNER, 6.5 FEET SOUTH OF THE SOUTH END OF
 KA1938'A CONCRETE SIDEWALK.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1938'10 INCHES, AND THE DISK IS STAMPED MORGAN NO 1 1939, AND THE ARROW
 KA1938'POINTS ABOUT 17 DEGS. SOUTH OF STATION.
 KA1938'
 KA1938'REFERENCE MARK NO. 3 IS 64.17 FEET WEST OF THE STATION, 1.65 FEET
 KA1938'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PROPANE GAS PLANT
 KA1938'OFFICE BUILDING, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH,
 KA1938'THE DISK IS STAMPED MORGAN 2 NO 3 1958.
 KA1938'
 KA1938'TO REACH THE STATION FROM THE GREENWOOD FIRE DEPT., GO EAST ON MAIN
 KA1938'STREET FOR 0.15 MILE TO MERIDIAN STREET, TURN LEFT AND GO
 KA1938'NORTH ON MERIDIAN STREET FOR 0.4 MILE TO THE PROPANE PLANT AND A
 KA1938'RAILROAD CROSSING AND STATION WEST OF STREET.
 KA1938'
 KA1938'NOTE- IN 1939 THIS WAS THE KNOBLETT AND SPARKS FACTORY. AT THIS TIME
 KA1938'IT IS ARVIN INDUSTRIES.
 KA1938
 KA1938                          STATION RECOVERY (1978)
 KA1938
 KA1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KA1938'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 KA1938'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH CHIPS OF CONCRETE OFF
 KA1938'THE TOP OF THE MARK, HOWEVER THE MARK IS SOLID AND APPEARS TO BE IN
 KA1938'GOOD CONDITION, IT IS BLOCKED TO THE STATION BY A STEEL CORNER
 KA1938'POST OF A LINK CHAIN FENCE.  THE DISTANCE TO REFERENCE MARK 3 WAS
 KA1938'LONGER BY 0.03 FOOT.  REFERENCE MARK 4 WAS ESTABLISHED.  AN EDM
 KA1938'TRAVERSE TIE WAS MADE TO GREENWOOD 1920.  DUE TO VARIOUS CHANGES
 KA1938'A NEW DESCRIPTION FOLLOWS--
 KA1938'
 KA1938'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF GREENWOOD AND AT
 KA1938'THE SOUTHEAST CORNER OF A BUILDING HOUSING THE HODAKA MOTORCYCLE
 KA1938'SHOP.  IT IS 84 FEET WEST OF THE CENTERLINE OF MERIDIAN STREET, 42
 KA1938'FEET NORTH OF THE CENTERLINE OF CARNEY STREET, 2.5 FEET SOUTHEAST
 KA1938'OF THE SOUTHEAST CORNER OF THE CYCLE SHOP AND 1.8 FEET SOUTH OF A
 KA1938'CHAINLINK FENCE.  THE MARK IS FLUSH AND THE DISK STAMPED MORGAN
 KA1938'2 1958.
 KA1938'
 KA1938'REFERENCE MARK 1 IS 66 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 KA1938'14 FEET NORTH OF A TELEPHONE POLE, 23 FEET EAST OF THE CENTERLINE OF
 KA1938'MERIDIAN STREET AND 6 FEET SOUTH OF SOUTH EDGE OF A CONCRETE
 KA1938'SIDEWALK.  THE MARK PROJECTS 10 INCHES AND THE DISK STAMPED MORGAN
 KA1938'1939.
 KA1938'
 KA1938'REFERENCE MARK 3 IS LOCATED AT THE SOUTHWEST CORNER OF THE MOTORCYCLE
 KA1938'SHOP.  1.5 FOOT SOUTHWEST OF THE BUILDING.  THE MARK PROJECTS
 KA1938'1-INCH AND THE DISK STAMPED MORGAN 2 NO 3 1958.
 KA1938'
 KA1938'REFERENCE MARK 4 IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ANGLE
 KA1938'OF MERIDIAN STREET AND CARNEY STREET IN THE CONCRETE SIDEWALK.  14
 KA1938'FEET WEST OF THE CENTERLINE OF MERIDIAN STREET, 4 FEET SOUTH OF THE
 KA1938'NORTH END OF THE CONCRETE SIDEWALK AND 1-FOOT EAST OF THE WEST
 KA1938'EDGE OF THE SIDEWALK.  THE DISK IS STAMPED MORGAN 2 1958 NO 4
 KA1938'1978.
 KA1938'
 KA1938'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 KA1938'GREENWOOD ROAD ABOUT 2 MILES EAST OF GREENWOOD, GO WEST ON GREENWOOD
 KA1938'ROAD FOR 1.8 MILE TO A CROSS STREET AT STOP LIGHT.  TURN RIGHT AND
 KA1938'GO NORTH ON NORTH ON MERIDIAN STREET FOR 0.6 MILE TO A RAILROAD
 KA1938'CROSSING AND THE STATION ON THE WEST AS DESCRIBED.
 KA1938'
 KA1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTHEAST
 KA1938'EDGE OF GREENWOOD.
 KA1938'
 KA1938'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2132 ***********************************************************************
 JA2132  DESIGNATION -  MORGAN AZ MK
 JA2132  PID         -  JA2132
 JA2132  STATE/COUNTY-  IN/PERRY
 JA2132  COUNTRY     -  US
 JA2132  USGS QUAD   -  GATCHEL (2019)
 JA2132
 JA2132                         *CURRENT SURVEY CONTROL
 JA2132  ______________________________________________________________________
 JA2132* NAD 83(1997) POSITION- 38 01 11.34953(N) 086 41 38.70532(W)   ADJUSTED
 JA2132* NAD 83(1997) ELLIP HT-   157.126 (meters)        (05/25/99)   ADJUSTED
 JA2132* NAVD 88 ORTHO HEIGHT -   189.3   (meters)      621.    (feet) VERTCON3
 JA2132  ______________________________________________________________________
 JA2132  GEOID HEIGHT    -        -32.271 (meters)                     GEOID18
 JA2132  NAD 83(1997) X  -    290,134.597 (meters)                     COMP
 JA2132  NAD 83(1997) Y  - -5,022,825.849 (meters)                     COMP
 JA2132  NAD 83(1997) Z  -  3,907,274.041 (meters)                     COMP
 JA2132  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 JA2132  HORZ ORDER      -  THIRD
 JA2132  ELLP ORDER      -  FOURTH    CLASS I
 JA2132
 JA2132.This mark is at Perry Co Municipal Airport (TEL)
 JA2132
 JA2132.The horizontal coordinates were established by GPS observations
 JA2132.and adjusted by the National Geodetic Survey in May 1999.
 JA2132
 JA2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2132
 JA2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2132.GEOID18 height accuracy estimate available here.
 JA2132
 JA2132.Click photographs - Photos may exist for this station.
 JA2132
 JA2132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2132
 JA2132.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2132
 JA2132.The ellipsoidal height was determined by GPS observations
 JA2132.and is referenced to NAD 83.
 JA2132
 JA2132. The following values were computed from the NAD 83(1997) position.
 JA2132
 JA2132;                    North         East     Units Scale Factor Converg.
 JA2132;SPC IN W     -   307,765.341   934,178.377   MT  0.99998105   +0 14 23.1
 JA2132;SPC IN W     - 1,009,726.79  3,064,883.56   sFT  0.99998105   +0 14 23.1
 JA2132;UTM  16      - 4,208,058.170   526,851.337   MT  0.99960888   +0 11 18.3
 JA2132
 JA2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2132!SPC IN W     -   0.99997535  x   0.99998105  =   0.99995640
 JA2132!UTM  16      -   0.99997535  x   0.99960888  =   0.99958424
 JA2132
 JA2132:                Primary Azimuth Mark                     Grid Az
 JA2132:SPC IN W     -  MORGAN                                   137 43 44.2
 JA2132:UTM  16      -  MORGAN                                   137 46 49.0
 JA2132
 JA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2685108058(NAD 83)
 JA2132
 JA2132|---------------------------------------------------------------------|
 JA2132| PID    Reference Object                     Distance      Geod. Az  |
 JA2132|                                                           dddmmss.s |
 JA2132| JA2131 MORGAN                              APPROX. 0.8 KM 1375807.3 |
 JA2132|---------------------------------------------------------------------|
 JA2132
 JA2132                          SUPERSEDED SURVEY CONTROL
 JA2132
 JA2132  NAD 83(1993)-  38 01 11.35272(N)    086 41 38.70475(W) AD(       ) 3
 JA2132  NAD 83(1986)-  38 01 11.35853(N)    086 41 38.70825(W) AD(       ) 3
 JA2132  NAD 27      -  38 01 11.14828(N)    086 41 38.76138(W) AD(       ) 3
 JA2132  NGVD 29 (02/23/89)  189.4    (m)  RAPSU86  model used  GPS OBS        
 JA2132
 JA2132.Superseded values are not recommended for survey control.
 JA2132
 JA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2132.See file dsdata.pdf to determine how the superseded data were derived.
 JA2132
 JA2132_MARKER: DZ = AZIMUTH MARK DISK
 JA2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2132_STAMPING: MORGAN 1986
 JA2132_MARK LOGO: NGS
 JA2132_PROJECTION: FLUSH
 JA2132_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2132+STABILITY: SURFACE MOTION
 JA2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2132+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2008
 JA2132
 JA2132  HISTORY     - Date     Condition        Report By
 JA2132  HISTORY     - 1988     MONUMENTED       NGS
 JA2132  HISTORY     - 20081202 GOOD             WOOLPT
 JA2132
 JA2132                          STATION DESCRIPTION
 JA2132
 JA2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2132'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTH OF INTERSTATE
 JA2132'HIGHWAY 64, 12.1 KM (7.50 MI) NORTHEAST OF TELL CITY AND AT THE PERRY
 JA2132'COUNTY MUNICIPAL AIRPORT.  OWNERSHIP--MORGAN AVIATION, HC64, BOX 103,
 JA2132'TELL CITY, IN 47586, PHONE 812-836-2697.  AIRPORT MANAGER IS JESSE
 JA2132'MORGAN.
 JA2132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 37 IN
 JA2132'TELL CITY, GO EAST AND NORTHEAST ON STATE HIGHWAY 37 FOR 10.5 KM
 JA2132'(6.50 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.3 KM (0.20 MI)
 JA2132'TO AIRPORT ENTRANCE.  TURN LEFT AND GO 0.2 KM (0.10 MI) TO A GATE.
 JA2132'PASS THRU THE GATE AND GO 0.1 KM (0.05 MI) TO A RUNWAY.  TURN LEFT
 JA2132'AND GO NORTHWEST ALONG THE RUNWAY FOR 0.8 KM (0.50 MI) TO THE MARK ON
 JA2132'THE LEFT AT END OF RUNWAY.
 JA2132'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---MORGAN
 JA2132'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2132'FLUSH WITH THE GROUND.  LOCATED 14.63 M (48.0 FT) NORTHEAST FROM A
 JA2132'FIBERGLASS WITNESS POST, 12.59 M (41.3 FT) SOUTHWEST FROM THE
 JA2132'SOUTHWEST EDGE OF RUNWAY, AND 10.21 M (33.5 FT) WEST-SOUTHWEST FROM
 JA2132'THE THIRD WHITE RUNWAY LIGHT ON THE SOUTHWEST EDGE OF RUNWAY.
 JA2132'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2132'DESCRIBED BY D.A. BOWLING.
 JA2132
 JA2132                          STATION RECOVERY (2008)
 JA2132
 JA2132'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (BAH)
 JA2132'RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS.
 JA2132'OWNERSHIP--PERRY COUNTY AIRPORT AUTHORITY, 11965 OLD STATE ROAD 37,
 JA2132'TELL CITY, IN 47586.  THE AIRPORT MANAGER IS GARY GEBHARD, PHONE
 JA2132'812-547-4101.  THERE IS NO WITNESS POST.  THE STATION IS LOCATED
 JA2132'WITHIN THE RUNWAY SAFETY ZONE OF RUNWAY 13/31, 7.61 M (25.0 FT)
 JA2132'NORTHWEST OF THE CENTERLINE OF A DIRT ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2200 ***********************************************************************
 LB2200  DESIGNATION -  MOROCCO
 LB2200  PID         -  LB2200
 LB2200  STATE/COUNTY-  IN/NEWTON
 LB2200  COUNTRY     -  US
 LB2200  USGS QUAD   -  MOROCCO (2019)
 LB2200
 LB2200                         *CURRENT SURVEY CONTROL
 LB2200  ______________________________________________________________________
 LB2200* NAD 83(1997) POSITION- 40 56 44.77348(N) 087 27 16.41985(W)   ADJUSTED
 LB2200* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 LB2200  ______________________________________________________________________
 LB2200  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 LB2200  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LB2200  HORZ ORDER      -  SECOND
 LB2200
 LB2200.The horizontal coordinates were established by classical geodetic methods
 LB2200.and adjusted by the National Geodetic Survey in May 1999.
 LB2200
 LB2200.The orthometric height was scaled from a topographic map.
 LB2200
 LB2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2200.GEOID18 height accuracy estimate available here.
 LB2200
 LB2200.Click photographs - Photos may exist for this station.
 LB2200
 LB2200.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2200
 LB2200. The following values were computed from the NAD 83(1997) position.
 LB2200
 LB2200;                    North         East     Units Scale Factor Converg.
 LB2200;SPC IN W     -   632,602.380   868,742.111   MT  0.99997869   -0 14 35.8
 LB2200;SPC IN W     - 2,075,462.98  2,850,198.08   sFT  0.99997869   -0 14 35.8
 LB2200;UTM  16      - 4,532,836.556   461,739.344   MT  0.99961802   -0 17 52.4
 LB2200
 LB2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2200!SPC IN W     -   0.99997182  x   0.99997869  =   0.99995051
 LB2200!UTM  16      -   0.99997182  x   0.99961802  =   0.99958985
 LB2200
 LB2200:                Primary Azimuth Mark                     Grid Az
 LB2200:SPC IN W     -  BEAVER                                   107 22 30.5
 LB2200:UTM  16      -  BEAVER                                   107 25 47.1
 LB2200
 LB2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6173932836(NAD 83)
 LB2200
 LB2200|---------------------------------------------------------------------|
 LB2200| PID    Reference Object                     Distance      Geod. Az  |
 LB2200|                                                           dddmmss.s |
 LB2200| LB2201 MOROCCO MUNICIPAL TANK              122.333 METERS 02607     |
 LB2200| LB2189 BEAVER                              APPROX. 7.3 KM 1070754.7 |
 LB2200| CM3201 MOROCCO RM 2                         27.743 METERS 23902     |
 LB2200| CM3199 MOROCCO AZ MK                                      3181816.9 |
 LB2200| CM3200 MOROCCO RM 1                         25.939 METERS 34347     |
 LB2200|---------------------------------------------------------------------|
 LB2200
 LB2200                          SUPERSEDED SURVEY CONTROL
 LB2200
 LB2200  NAD 83(1986)-  40 56 44.77882(N)    087 27 16.42817(W) AD(       ) 2
 LB2200  NAD 27      -  40 56 44.65510(N)    087 27 16.32070(W) AD(       ) 2
 LB2200
 LB2200.Superseded values are not recommended for survey control.
 LB2200
 LB2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2200.See file dsdata.pdf to determine how the superseded data were derived.
 LB2200
 LB2200_MARKER: DS = TRIANGULATION STATION DISK
 LB2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2200_STAMPING: MOROCCO 1947
 LB2200_MARK LOGO: CGS
 LB2200_PROJECTION: FLUSH
 LB2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2200+STABILITY: SURFACE MOTION
 LB2200
 LB2200  HISTORY     - Date     Condition        Report By
 LB2200  HISTORY     - 1947     MONUMENTED       CGS
 LB2200
 LB2200                          STATION DESCRIPTION
 LB2200
 LB2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2200'STATION IS LOCATED IN THE CENTER OF MOROCCO ON THE SOUTHEAST CORNER
 LB2200'OF MAIN AND STATE STREETS.  IT IS 101 FEET SOUTH OF THE SOUTH EDGE
 LB2200'OF THE SIDEWALK ON STATE STREET, 21 FEET EAST OF THE EAST EDGE OF
 LB2200'THE SIDEWALK ON MAIN STREET AND 32 FEET NORTHEAST OF A WHITE
 LB2200'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 LB2200'IS STAMPED MORROCCO 1947.
 LB2200'
 LB2200'REFERENCE MARK NO. 1 IS 85.10 FEET NORTHWEST OF THE STATION IN THE
 LB2200'SIDEWALK ON THE EAST SIDE OF MAIN STREET.  IT IS 28 FEET SOUTH OF
 LB2200'THE SOUTH CURB ON STATE STREET AND ONE FOOT EAST OF THE WEST EDGE OF
 LB2200'THE SIDEWALK.  THE MARK IS A STANDARD DISK IN A DRILLHOLE IN THE
 LB2200'SIDEWALK AND STAMPED MOROCCO NO 1 1947.
 LB2200'
 LB2200'REFERENCE MARK NO. 2 IS 91.02 FEET SOUTHWEST OF THE STATION IN THE
 LB2200'SIDEWALK ON THE WEST SIDE OF MAIN STREET.  IT IS 25 FEET NORTHEAST
 LB2200'OF THE NORTHEAST CORNER OF A STORE, ONE FOOT WEST OF THE EAST EDGE
 LB2200'OF THE WALK, AND ONE FOOT NORTHWEST OF A TELEPHONE POLE.  THE MARK IS
 LB2200'A STANDARD DISK SET IN A DRILLHOLE IN THE SIDEWALK AND STAMPED
 LB2200'MOROCCO NO 2 1947.
 LB2200'
 LB2200'AZIMUTH MARK IS ABOUT 0.1 MILE NORTHWEST OF THE STATION.  IT IS IN
 LB2200'THE EAST END OF THE SIDEWALK, 23 FEET SOUTH OF THE CENTER OF THE
 LB2200'ROAD, 14 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 4 FEET
 LB2200'NORTHEAST OF A WHITE WITNESS POST AND ONE FOOT NORTH OF THE SOUTH
 LB2200'EDGE OF THE SIDEWALK.  THE MARK IS A STANDARD DISK SET IN A DRILL
 LB2200'HOLE IN THE SIDEWALK AND STAMPED MOROCCO 1947.
 LB2200'
 LB2200'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON MAIN STREET
 LB2200'FOR ONE BLOCK, TURN LEFT AND GO WEST ONE BLOCK TO THE AZIMUTH MARK
 LB2200'IN THE SOUTHWEST ANGLE.
 LB2200'
 LB2200'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2201 ***********************************************************************
 LB2201  DESIGNATION -  MOROCCO MUNICIPAL TANK
 LB2201  PID         -  LB2201
 LB2201  STATE/COUNTY-  IN/NEWTON
 LB2201  COUNTRY     -  US
 LB2201  USGS QUAD   -  MOROCCO (2019)
 LB2201
 LB2201                         *CURRENT SURVEY CONTROL
 LB2201  ______________________________________________________________________
 LB2201* NAD 83(1997) POSITION- 40 56 48.33445(N) 087 27 14.11802(W)   ADJUSTED
 LB2201  ______________________________________________________________________
 LB2201  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 LB2201  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LB2201  HORZ ORDER      -  THIRD
 LB2201
 LB2201.The horizontal coordinates were established by classical geodetic methods
 LB2201.and adjusted by the National Geodetic Survey in May 1999.
 LB2201
 LB2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2201.GEOID18 height accuracy estimate available here.
 LB2201
 LB2201.Click photographs - Photos may exist for this station.
 LB2201
 LB2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2201
 LB2201. The following values were computed from the NAD 83(1997) position.
 LB2201
 LB2201;                    North         East     Units Scale Factor Converg.
 LB2201;SPC IN W     -   632,711.997   868,796.415   MT  0.99997865   -0 14 34.3
 LB2201;SPC IN W     - 2,075,822.61  2,850,376.24   sFT  0.99997865   -0 14 34.3
 LB2201;UTM  16      - 4,532,946.081   461,793.733   MT  0.99961797   -0 17 50.9
 LB2201
 LB2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6179332946(NAD 83)
 LB2201
 LB2201                          SUPERSEDED SURVEY CONTROL
 LB2201
 LB2201  NAD 83(1986)-  40 56 48.33991(N)    087 27 14.12597(W) AD(       ) 3
 LB2201  NAD 27      -  40 56 48.21600(N)    087 27 14.02000(W) AD(       ) 3
 LB2201
 LB2201.Superseded values are not recommended for survey control.
 LB2201
 LB2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2201.See file dsdata.pdf to determine how the superseded data were derived.
 LB2201
 LB2201_MARKER: 53 = ELEVATED TANK
 LB2201
 LB2201  HISTORY     - Date     Condition        Report By
 LB2201  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2201
 LB2201                          STATION DESCRIPTION
 LB2201
 LB2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2201'THIS IS AN INTERSECTION STATION.
 LB2201'
 LB2201'THE STATION IS LOCATED ONE BLOCK NORTH OF THE BUSINESS DISTRICT AND
 LB2201'ABOUT 100 FEET WEST OF THE BAPTIST CHURCH IN MOROCCO.  IT IS A 4
 LB2201'LEGGED STEEL STRUCTURE ABOUT 150 FEET HIGH AND PAINTED SILVER.
 LB2201'POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2541 ***********************************************************************
 LB2541  DESIGNATION -  MORRIS
 LB2541  PID         -  LB2541
 LB2541  STATE/COUNTY-  IN/CLINTON
 LB2541  COUNTRY     -  US
 LB2541  USGS QUAD   -  BURLINGTON (2019)
 LB2541
 LB2541                         *CURRENT SURVEY CONTROL
 LB2541  ______________________________________________________________________
 LB2541* NAD 83(1997) POSITION- 40 23 36.14771(N) 086 23 33.21434(W)   ADJUSTED
 LB2541* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LB2541  ______________________________________________________________________
 LB2541  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LB2541  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 LB2541  HORZ ORDER      -  THIRD
 LB2541
 LB2541.The horizontal coordinates were established by classical geodetic methods
 LB2541.and adjusted by the National Geodetic Survey in May 1999.
 LB2541
 LB2541.The orthometric height was scaled from a topographic map.
 LB2541
 LB2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2541.GEOID18 height accuracy estimate available here.
 LB2541
 LB2541.Click photographs - Photos may exist for this station.
 LB2541
 LB2541.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2541
 LB2541. The following values were computed from the NAD 83(1997) position.
 LB2541
 LB2541;                    North         East     Units Scale Factor Converg.
 LB2541;SPC IN W     -   571,424.950   958,646.231   MT  1.00000899   +0 26 51.6
 LB2541;SPC IN W     - 1,874,750.02  3,145,158.51   sFT  1.00000899   +0 26 51.6
 LB2541;UTM  16      - 4,471,596.507   551,552.331   MT  0.99963271   +0 23 37.1
 LB2541
 LB2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2541!SPC IN W     -   0.99996397  x   1.00000899  =   0.99997296
 LB2541!UTM  16      -   0.99996397  x   0.99963271  =   0.99959670
 LB2541
 LB2541:                Primary Azimuth Mark                     Grid Az
 LB2541:SPC IN W     -  C 116                                    182 55 06.9
 LB2541:UTM  16      -  C 116                                    182 58 21.4
 LB2541
 LB2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5155271596(NAD 83)
 LB2541
 LB2541|---------------------------------------------------------------------|
 LB2541| PID    Reference Object                     Distance      Geod. Az  |
 LB2541|                                                           dddmmss.s |
 LB2541| CC9004 MORRIS RM 2                          26.962 METERS 07852     |
 LB2541| LB0318 C 116                                              1832158.5 |
 LB2541| CC9003 MORRIS RM 1                          29.761 METERS 35002     |
 LB2541|---------------------------------------------------------------------|
 LB2541
 LB2541                          SUPERSEDED SURVEY CONTROL
 LB2541
 LB2541  NAD 83(1986)-  40 23 36.15372(N)    086 23 33.22707(W) AD(       ) 3
 LB2541  NAD 27      -  40 23 36.02450(N)    086 23 33.21990(W) AD(       ) 3
 LB2541
 LB2541.Superseded values are not recommended for survey control.
 LB2541
 LB2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2541.See file dsdata.pdf to determine how the superseded data were derived.
 LB2541
 LB2541_MARKER: DS = TRIANGULATION STATION DISK
 LB2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2541_STAMPING: MORRIS 1954
 LB2541_MARK LOGO: CGS
 LB2541_PROJECTION: FLUSH
 LB2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2541+STABILITY: SURFACE MOTION
 LB2541
 LB2541  HISTORY     - Date     Condition        Report By
 LB2541  HISTORY     - 1954     MONUMENTED       CGS
 LB2541
 LB2541                          STATION DESCRIPTION
 LB2541
 LB2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2541'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF MICHIGANTOWN AND 1-1/2
 LB2541'MILES SOUTH OF MIDDLE FORK ON PROPERTY OWNED BY MR. RUSSEL MORRIS.
 LB2541'IT IS ABOUT 250 FEET SOUTH OF MR. MORRISS HOUSE, 68 FEET EAST OF THE
 LB2541'CENTER OF STATE HIGHWAY 29, 56 FEET NORTHWEST OF THE NORTHWEST
 LB2541'CORNER OF A LARGE BARN, 32 FEET NORTHEAST OF A FENCE CORNER AND 17
 LB2541'FEET EAST OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LB2541'THE DISK IS STAMPED MORRIS 1954.
 LB2541'
 LB2541'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY, 42
 LB2541'FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE MARK
 LB2541'IS FLUSH AND THE DISK IS STAMPED MORRIS NO 1 1954.
 LB2541'
 LB2541'REFERENCE MARK NO. 2 IS BETWEEN TWO METAL CORN CRIBS, 59 FEET NORTH
 LB2541'OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT WEST OF A FENCE.  THE
 LB2541'MARK IS FLUSH AND THE DISK IS STAMPED MORRIS NO 2 1954.
 LB2541'
 LB2541'BENCH MARK C 116 WAS USED AS THE AZIMUTH MARK.  IT IS 46 FEET WEST OF
 LB2541'THE CENTER OF STATE HIGHWAY 29, 25 FEET NORTH OF THE CENTER OF A
 LB2541'GRAVEL ROAD, 3 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A
 LB2541'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS A 12 X
 LB2541'12 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES WITH A USC AND GS
 LB2541'BENCH MARK DISK IN THE TOP STAMPED C 116 1946.
 LB2541'
 LB2541'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29 AND
 LB2541'26 IN MIDDLE FORK, GO SOUTH ON HIGHWAY 29 FOR 1.5 MILES TO THE
 LB2541'STATION ON THE LEFT IN BARN YARD AS DESCRIBED.  CONTINUE SOUTH ON
 LB2541'HIGHWAY 29 FOR 0.35 MILE TO A GRAVEL CROSSROAD AND BENCH MARK C 116
 LB2541'ON THE RIGHT, WEST SIDE OF HIGHWAY AS DESCRIBED.
 LB2541'
 LB2541'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3387 ***********************************************************************
 JZ3387  DESIGNATION -  MORRISTOWN MUNICIPAL TANK
 JZ3387  PID         -  JZ3387
 JZ3387  STATE/COUNTY-  IN/SHELBY
 JZ3387  COUNTRY     -  US
 JZ3387  USGS QUAD   -  MORRISTOWN (2019)
 JZ3387
 JZ3387                         *CURRENT SURVEY CONTROL
 JZ3387  ______________________________________________________________________
 JZ3387* NAD 83(1997) POSITION- 39 40 24.35697(N) 085 41 38.48756(W)   ADJUSTED
 JZ3387  ______________________________________________________________________
 JZ3387  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 JZ3387  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 JZ3387  HORZ ORDER      -  THIRD
 JZ3387
 JZ3387.The horizontal coordinates were established by classical geodetic methods
 JZ3387.and adjusted by the National Geodetic Survey in May 1999.
 JZ3387
 JZ3387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3387.GEOID18 height accuracy estimate available here.
 JZ3387
 JZ3387.Click photographs - Photos may exist for this station.
 JZ3387
 JZ3387.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3387
 JZ3387. The following values were computed from the NAD 83(1997) position.
 JZ3387
 JZ3387;                    North         East     Units Scale Factor Converg.
 JZ3387;SPC IN E     -   491,259.924    97,652.812   MT  0.99996673   -0 01 02.9
 JZ3387;SPC IN E     - 1,611,741.93    320,382.60   sFT  0.99996673   -0 01 02.9
 JZ3387;UTM  16      - 4,392,327.478   612,008.738   MT  0.99975446   +0 50 01.8
 JZ3387
 JZ3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1200892327(NAD 83)
 JZ3387
 JZ3387                          SUPERSEDED SURVEY CONTROL
 JZ3387
 JZ3387  NAD 83(1995)-  39 40 24.35555(N)    085 41 38.50072(W) AD(       ) 3
 JZ3387  NAD 83(1986)-  39 40 24.35542(N)    085 41 38.50295(W) AD(       ) 3
 JZ3387  NAD 27      -  39 40 24.19700(N)    085 41 38.58700(W) AD(       ) 3
 JZ3387
 JZ3387.Superseded values are not recommended for survey control.
 JZ3387
 JZ3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3387.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3387
 JZ3387_MARKER: 53 = ELEVATED TANK
 JZ3387
 JZ3387  HISTORY     - Date     Condition        Report By
 JZ3387  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3387
 JZ3387                          STATION DESCRIPTION
 JZ3387
 JZ3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3387'THIS STATION IS THE MUNICIPAL WATER TANK OF MORRISTOWN, INDIANA. IT
 JZ3387'IS LOCATED NEAR THE CITY LIMITS IN THE NE PART OF THE CITY, ABOUT
 JZ3387'80 FEET N OF THE CENTER LINE OF NORTH STREET.
 JZ3387'
 JZ3387'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH AND PAINTED
 JZ3387'BLACK. THE VERTICAL SECTION IS ABOUT 25 FEET HIGH, PAINTED
 JZ3387'SILVER AND HAS THE WORDS MORRISTOWN WATER COMPANY IN BLACK LETTERS ON
 JZ3387'THE S SIDE. THE CONICAL ROOF HAS A BLACK WALL AT ITS APEX.
 JZ3387'THE TOTAL HEIGHT IS ABOUT 105 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2496 ***********************************************************************
 ME2496  DESIGNATION -  MORTON
 ME2496  PID         -  ME2496
 ME2496  STATE/COUNTY-  IN/LAKE
 ME2496  COUNTRY     -  US
 ME2496  USGS QUAD   -  HIGHLAND (2019)
 ME2496
 ME2496                         *CURRENT SURVEY CONTROL
 ME2496  ______________________________________________________________________
 ME2496* NAD 83(1997) POSITION- 41 35 05.27435(N) 087 27 54.28515(W)   ADJUSTED
 ME2496* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 ME2496  ______________________________________________________________________
 ME2496  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 ME2496  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 ME2496  HORZ ORDER      -  SECOND
 ME2496
 ME2496.The horizontal coordinates were established by classical geodetic methods
 ME2496.and adjusted by the National Geodetic Survey in May 1999.
 ME2496
 ME2496.The orthometric height was scaled from a topographic map.
 ME2496
 ME2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2496.GEOID18 height accuracy estimate available here.
 ME2496
 ME2496.Click photographs - Photos may exist for this station.
 ME2496
 ME2496.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2496
 ME2496. The following values were computed from the NAD 83(1997) position.
 ME2496
 ME2496;                    North         East     Units Scale Factor Converg.
 ME2496;SPC IN W     -   703,573.875   868,168.329   MT  0.99997913   -0 15 12.2
 ME2496;SPC IN W     - 2,308,308.62  2,848,315.59   sFT  0.99997913   -0 15 12.2
 ME2496;UTM  16      - 4,603,782.972   461,233.828   MT  0.99961849   -0 18 31.3
 ME2496
 ME2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2496!SPC IN W     -   0.99997658  x   0.99997913  =   0.99995571
 ME2496!UTM  16      -   0.99997658  x   0.99961849  =   0.99959507
 ME2496
 ME2496:                Primary Azimuth Mark                     Grid Az
 ME2496:SPC IN W     -  MORTON AZ MK                             268 01 36.5
 ME2496:UTM  16      -  MORTON AZ MK                             268 04 55.6
 ME2496
 ME2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6123303782(NAD 83)
 ME2496
 ME2496|---------------------------------------------------------------------|
 ME2496| PID    Reference Object                     Distance      Geod. Az  |
 ME2496|                                                           dddmmss.s |
 ME2496| ME3373 MORTON RM 2                          25.393 METERS 10118     |
 ME2496| ME3372 MORTON AZ MK                                       2674624.3 |
 ME2496| ME3374 MORTON RM 1                          27.292 METERS 34050     |
 ME2496|---------------------------------------------------------------------|
 ME2496
 ME2496                          SUPERSEDED SURVEY CONTROL
 ME2496
 ME2496  NAD 83(1994)-  41 35 05.27971(N)    087 27 54.29224(W) AD(       ) 2
 ME2496  NAD 83(1986)-  41 35 05.27974(N)    087 27 54.29223(W) AD(       ) 2
 ME2496  NAD 27      -  41 35 05.15580(N)    087 27 54.15270(W) AD(       ) 2
 ME2496
 ME2496.Superseded values are not recommended for survey control.
 ME2496
 ME2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2496.See file dsdata.pdf to determine how the superseded data were derived.
 ME2496
 ME2496_MARKER: DS = TRIANGULATION STATION DISK
 ME2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2496_STAMPING: MORTON 1952
 ME2496_MARK LOGO: CGS
 ME2496_PROJECTION: FLUSH
 ME2496_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2496+STABILITY: SURFACE MOTION
 ME2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2496+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2021
 ME2496
 ME2496  HISTORY     - Date     Condition        Report By
 ME2496  HISTORY     - 1952     MONUMENTED       CGS
 ME2496  HISTORY     - 1952     GOOD             CGS
 ME2496  HISTORY     - 1955     GOOD             CGS
 ME2496  HISTORY     - 19920806 GOOD             NGS
 ME2496  HISTORY     - 20210114 GOOD             IN-089
 ME2496
 ME2496                          STATION DESCRIPTION
 ME2496
 ME2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2496'STATION IS LOCATED ON THE GROUNDS OF THE MORTON GRADE SCHOOL AT THE
 ME2496'INTERSECTION OF 171ST STREET
 ME2496'AND MC COOK AVENUE IN THE SOUTH PART OF HAMMOND.  IT IS 300 FEET
 ME2496'SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME2496'THE SCHOOL BUILDING, 69 FEET NORTHEAST OF THE INTERSECTION,
 ME2496'55 FEET EAST OF THE CENTER OF MC COOK AVENUE,
 ME2496'41 FEET NORTH OF THE CENTER OF
 ME2496'171ST STREET AND 39 FEET NORTHEAST OF A POWER POLE.  THE MARK IS
 ME2496'FLUSH AND THE DISK IS STAMPED
 ME2496'MORTON 1952.
 ME2496'
 ME2496'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF MR COOK AVENUE.
 ME2496'THE MARK IS FLUSH AND THE DISK
 ME2496'IS STAMPED MORTON NO 1 1952.
 ME2496'
 ME2496'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF 171ST STREET
 ME2496'AND 20 FEET NORTHWEST OF A
 ME2496'POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MORTON NO 2
 ME2496'1952.
 ME2496'
 ME2496'AZIMUTH MARK IS 159 FEET WEST OF THE INTERSECTION OF OSBORNE AVENUE
 ME2496'AND 171ST STREET, 21 FEET
 ME2496'SOUTH OF THE CENTER OF 171ST STREET AND 17 FEET NORTH OF THE
 ME2496'NORTHWEST CORNER OF A SMALL FRAME
 ME2496'GARAGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2496'MORTON 1952.
 ME2496'
 ME2496'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON 171ST STREET
 ME2496'FOR 0.2 MILE TO THE
 ME2496'INTERSECTION OF OSBORNE AVENUE AND THE MARK AS DESCRIBED.
 ME2496'
 ME2496'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 ME2496
 ME2496                          STATION RECOVERY (1952)
 ME2496
 ME2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ME2496'RECOVERED IN GOOD CONDITION.
 ME2496
 ME2496                          STATION RECOVERY (1955)
 ME2496
 ME2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2496'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 ME2496'ADEQUATE.
 ME2496
 ME2496                          STATION RECOVERY (1992)
 ME2496
 ME2496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2496'IN HAMMOND, AT THE INTERSECTION OF 171ST STREET AND MCCOOK AVENUE, ON
 ME2496'THE MORTON GRADE SCHOOL GROUNDS, 16.9 M (55.4 FT) EAST OF THE AVENUE
 ME2496'CENTER, 15.8 M (51.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 12.7 M
 ME2496'(41.7 FT) NORTH OF THE STREET CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL
 ME2496'OF THE STREET, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 ME2496'GROUND SURFACE.
 ME2496
 ME2496                          STATION RECOVERY (2021)
 ME2496
 ME2496'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2013 ***********************************************************************
 KA2013  DESIGNATION -  MOSER
 KA2013  PID         -  KA2013
 KA2013  STATE/COUNTY-  IN/PUTNAM
 KA2013  COUNTRY     -  US
 KA2013  USGS QUAD   -  CLOVERDALE (2019)
 KA2013
 KA2013                         *CURRENT SURVEY CONTROL
 KA2013  ______________________________________________________________________
 KA2013* NAD 83(1997) POSITION- 39 32 38.77827(N) 086 46 13.92948(W)   ADJUSTED
 KA2013* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 KA2013  ______________________________________________________________________
 KA2013  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 KA2013  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 KA2013  HORZ ORDER      -  FIRST
 KA2013
 KA2013.The horizontal coordinates were established by classical geodetic methods
 KA2013.and adjusted by the National Geodetic Survey in May 1999.
 KA2013
 KA2013.The orthometric height was scaled from a topographic map.
 KA2013
 KA2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2013.GEOID18 height accuracy estimate available here.
 KA2013
 KA2013.Click photographs - Photos may exist for this station.
 KA2013
 KA2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2013
 KA2013. The following values were computed from the NAD 83(1997) position.
 KA2013
 KA2013;                    North         East     Units Scale Factor Converg.
 KA2013;SPC IN W     -   476,947.921   926,886.888   MT  0.99997556   +0 11 56.9
 KA2013;SPC IN W     - 1,564,786.64  3,040,961.40   sFT  0.99997556   +0 11 56.9
 KA2013;UTM  16      - 4,377,184.472   519,716.626   MT  0.99960479   +0 08 45.9
 KA2013
 KA2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2013!SPC IN W     -   0.99996047  x   0.99997556  =   0.99993603
 KA2013!UTM  16      -   0.99996047  x   0.99960479  =   0.99956528
 KA2013
 KA2013:                Primary Azimuth Mark                     Grid Az
 KA2013:SPC IN W     -  MOSER AZ MK RESET                        133 48 12.1
 KA2013:UTM  16      -  MOSER AZ MK RESET                        133 51 23.1
 KA2013
 KA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1971677184(NAD 83)
 KA2013
 KA2013|---------------------------------------------------------------------|
 KA2013| PID    Reference Object                     Distance      Geod. Az  |
 KA2013|                                                           dddmmss.s |
 KA2013| CC9007 MOSER RM 1                           21.683 METERS 09248     |
 KA2013| CC9006 MOSER AZ MK RESET                                  1340009.0 |
 KA2013| CC9005 MOSER AZ MK                                        1845020.7 |
 KA2013| KA2012 CLOVERDALE MUNICIPAL TANK           APPROX. 3.7 KM 2120613.0 |
 KA2013| CC9008 MOSER RM 2                           42.570 METERS 21340     |
 KA2013| KA2016 PUTNAMVILLE IND STATE FARM STK      APPROX.10.1 KM 2830425.8 |
 KA2013| KA2008 GREENCASTLE DEPAUW UNIV DOME        APPROX.13.2 KM 3235051.6 |
 KA2013| KA2007 GREENCASTLE PRESB CHURCH SPIRE      APPROX.13.5 KM 3240824.6 |
 KA2013|---------------------------------------------------------------------|
 KA2013
 KA2013                          SUPERSEDED SURVEY CONTROL
 KA2013
 KA2013  NAD 83(1986)-  39 32 38.78055(N)    086 46 13.92450(W) AD(       ) 1
 KA2013  NAD 27      -  39 32 38.61300(N)    086 46 13.89600(W) AD(       ) 1
 KA2013
 KA2013.Superseded values are not recommended for survey control.
 KA2013
 KA2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2013.See file dsdata.pdf to determine how the superseded data were derived.
 KA2013
 KA2013_MARKER: DS = TRIANGULATION STATION DISK
 KA2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2013_STAMPING: MOSER 1939
 KA2013_MARK LOGO: CGS
 KA2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2013+STABILITY: SURFACE MOTION
 KA2013
 KA2013  HISTORY     - Date     Condition        Report By
 KA2013  HISTORY     - 1939     MONUMENTED       CGS
 KA2013  HISTORY     - 1947     GOOD             CGS
 KA2013  HISTORY     - 1948     GOOD             CGS
 KA2013  HISTORY     - 1980     GOOD             LOCENG
 KA2013  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KA2013  HISTORY     - 20040107 POOR             INDIV
 KA2013
 KA2013                          STATION DESCRIPTION
 KA2013
 KA2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2013'STATION MOSER IS LOCATED ABOUT 4.4 MILES BY ROAD NE OF CLOVERDALE AND
 KA2013'1.9 MILES E OF STATE HIGHWAY 43 ON THE N SIDE OF A GRAVEL ROAD
 KA2013'ON A SLIGHT KNOLL IN A SHEEP PASTURE ON LAND OWNED BY DR. MOSER AND
 KA2013'FARMED BY MR. BROADSTREET WHO LIVES ABOUT 0.2 MILE E OF THE
 KA2013'STATION. MARK PROJECTS 10 INCHES, 10 FEET S OF A BRUSH FENCE LINE AND
 KA2013'150 FEET N OF THE CENTER LINE OF A GRAVEL ROAD.
 KA2013'
 KA2013'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KA2013'IN CONCRETE.
 KA2013'
 KA2013'REFERENCE MARK NO. 1 IS E OF THE STATION, PROJECTS 10 INCHES, 13 FEET
 KA2013'S OF A BRUSH FENCE LINE, 14 FEET S OF A 6-INCH MOUNTAIN ASH TREE.
 KA2013'REFERENCE MARK NO. 2 IS S OF STATION, PROJECTS 8 INCHES, 35 FEET N OF
 KA2013'THE CENTER LINE OF A GRAVEL ROAD AND 15 FEET N OF A WIRE FENCE
 KA2013'LINE.
 KA2013'
 KA2013'AZIMUTH MARK IS LOCATED IN THE NW ANGLE OF A GRAVEL T-ROAD
 KA2013'INTERSECTION ABOUT 0.9 MILE S OF STATION. MARK IS SET FLUSH
 KA2013'IN THE TOP OF A CONCRETE FENCE CORNER POST WHICH IS ABOUT 5.5 FEET
 KA2013'HIGH, 16 INCHES SQUARE AT THE BASE AND 10 INCHES SQUARE AT THE
 KA2013'TOP, 36 FEET NW OF THE CENTER OF A GRAVEL ROAD T-INTERSECTION AND 60
 KA2013'FEET W OF A 30-INCH TREE.
 KA2013'
 KA2013'TO REACH FROM STATION, GO E TO PASTURE GATE TURN RIGHT ON GRAVEL ROAD
 KA2013'AND GO S FOR 1.2 MILES FOLLOWING MAIN GRAVEL ROAD TO A
 KA2013'T-INTERSECTION AND AZIMUTH ON THE RIGHT.
 KA2013'
 KA2013'TO REACH STATION FROM CLOVERDALE, GO NORTHWARD ON STATE HIGHWAY 43
 KA2013'FROM THE POST OFFICE FOR 2.5 MILES TO CROSSROADS AT A HIGH-LINE
 KA2013'TRANSFORMER BANK IN THE NW ANGLE, HERE TURN E ON GRAVEL ROAD AND GO
 KA2013'1.9 MILES TO STATION ON N SIDE OF ROAD.
 KA2013'
 KA2013'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA2013
 KA2013                          STATION RECOVERY (1947)
 KA2013
 KA2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA2013'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939 AND ALL
 KA2013'MARKS ARE IN GOOD CONDITION EXCEPT THE AZIMUTH MARK, WHICH WAS
 KA2013'ABANDONED AS SUGGESTED BY E.B.P. IN 1946. A NEW AZIMUTH WAS
 KA2013'ESTABLISHED BY THIS PARTY. SURFACE, UNDERGROUND,
 KA2013'AZIMUTH, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KA2013'CONCRETE. VARIATIONS SHOWN BELOW, ARE IN
 KA2013'DISTANCES AND DIRECTIONS TO MARKS. OTHERWISE THE
 KA2013'ORIGINAL DESCRIPTION IS STILL ADEQUATE. A COMPLETE DESCRIPTION
 KA2013'FOLLOWS -
 KA2013'
 KA2013'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CLOVERDALE AND 3.5
 KA2013'MILES SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA2013'HIGHWAY 43 ON A KNOLL IN A PASTURE, OWNED BY MR. PAUL GRIMES. IT IS
 KA2013'150 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 KA2013'ROAD, 56 FEET SOUTHWEST OF A GATE POST, AND 10 FEET SOUTH OF A FENCE.
 KA2013'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED MOSER 1939.
 KA2013'
 KA2013'REFERENCE MARK NO. 1 IS 71.14 FEET EAST OF THE STATION, AND 13 FEET
 KA2013'SOUTH OF A FENCE. THE MARK PROJECTS 10 INCHES, AND THE DISK IS
 KA2013'STAMPED MOSER NO 1 1939.
 KA2013'
 KA2013'REFERENCE MARK NO. 2 IS 139.67 FEET SOUTH-SOUTHWEST OF THE STATION,
 KA2013'51 FEET NORTHEAST OF A 1-FOOT WILD CHERRY TREE, 35 FEET NORTH OF
 KA2013'THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND 15 FEET NORTH OF
 KA2013'A FENCE. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 KA2013'MOSER NO 2 1939.
 KA2013'
 KA2013'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHEAST OF THE STATION,
 KA2013'24 FEET NORTHWEST OF THE CENTERLINE OF A BLACK T TOP ROAD, 2 FEET
 KA2013'EAST OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE. THE MARK PROJECTS
 KA2013'4 INCHES, AND THE DISK IS STAMPED MOSER 1939 RESET 1947.
 KA2013'
 KA2013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA2013'HIGHWAY 43, WHICH IS 17 MILES EAST OF BRAZIL, VIA HIGHWAY 40,
 KA2013'GO SOUTH ON HIGHWAY 43 FOR 3 MILES TO A SERVICE STATION ON THE LEFT
 KA2013'AT A CROSSROAD, TURN LEFT ON A GRAVELED ROAD AND GO 1.9 MILES
 KA2013'TO THE STATION ON THE LEFT AS DESCRIBED.
 KA2013'
 KA2013'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 KA2013'GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD, TURN LEFT ON THE BLACK
 KA2013'TOP ROAD AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KA2013'DESCRIBED.
 KA2013'
 KA2013'HEIGHT OF LIGHT ABOVE 34 METERS.
 KA2013
 KA2013                          STATION RECOVERY (1948)
 KA2013
 KA2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2013'RECOVERED AS DESCRIBED.
 KA2013
 KA2013                          STATION RECOVERY (1980)
 KA2013
 KA2013'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA2013'MOSER 1939 RECOVERED IN GOOD CONDITION.
 KA2013'
 KA2013'MOSER NO. 1 1939 RECOVERED IN GOOD CONDITION.
 KA2013'
 KA2013'MOSER NO. 2 1939 RECOVERED IN GOOD CONDITION.
 KA2013'
 KA2013'MARKS NOW LOCATED IN A PASTURE LOT ON TOP OF MOSER HILL JUST SOUTH
 KA2013'AND EAST OF A RADIO TOWER.  RM NO. 2 IS 15 FEET + OR - S OF TOWER
 KA2013'MAINT. BLDG. STATION IS NOW 15 FEET S OF A FENCE AND 54 FEET E OF A
 KA2013'FENCE.
 KA2013'
 KA2013'AZ MK NOT SEARCHED AT THIS TIME.
 KA2013'
 KA2013'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.4 MILES NE BY ROADS FROM
 KA2013'CLOVERDALE.
 KA2013
 KA2013                          STATION RECOVERY (1981)
 KA2013
 KA2013'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (TS)
 KA2013'MOSER AZ. MK. 1939 RECOVERED GOOD-FAIR.  CONC FENCE POST POSSIBLY
 KA2013'SHIFTED AS ARROW IS POINTED 0.1 MI TO EAST OF STATION.
 KA2013'
 KA2013'NOTE--ADD TO PREVIOUS STATION DESCRIPTION--STATION AND REF. MARKS ARE
 KA2013'20-80 FEET NE AND EAST OF RADIO TOWER.
 KA2013'
 KA2013'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.4 MILES BY ROADS NE OF
 KA2013'CLOVERDALE.
 KA2013
 KA2013                          STATION RECOVERY (2004)
 KA2013
 KA2013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DP)
 KA2013'MONUMENT HAS BEEN HIT BY MOWING EQUIPMENT, DISK BROKEN OFF AND NOT
 KA2013'LOCATED. CONCRETE BASE STILL INTACT. BOTH REFERENCE MARKERS FOUND IN
 KA2013'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1469 ***********************************************************************
 HA1469  DESIGNATION -  MOUND RESET
 HA1469  PID         -  HA1469
 HA1469  STATE/COUNTY-  IN/PERRY
 HA1469  COUNTRY     -  US
 HA1469  USGS QUAD   -  CANNELTON (2019)
 HA1469
 HA1469                         *CURRENT SURVEY CONTROL
 HA1469  ______________________________________________________________________
 HA1469* NAD 83(1997) POSITION- 37 59 19.28303(N) 086 42 28.58507(W)   ADJUSTED
 HA1469* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 HA1469  ______________________________________________________________________
 HA1469  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 HA1469  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 HA1469  HORZ ORDER      -  THIRD
 HA1469
 HA1469.The horizontal coordinates were established by classical geodetic methods
 HA1469.and adjusted by the National Geodetic Survey in May 1999.
 HA1469
 HA1469.The orthometric height was scaled from a topographic map.
 HA1469
 HA1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1469.GEOID18 height accuracy estimate available here.
 HA1469
 HA1469.Click photographs - Photos may exist for this station.
 HA1469
 HA1469.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1469
 HA1469. The following values were computed from the NAD 83(1997) position.
 HA1469
 HA1469;                    North         East     Units Scale Factor Converg.
 HA1469;SPC IN W     -   304,305.161   932,975.716   MT  0.99998005   +0 13 51.8
 HA1469;SPC IN W     -   998,374.52  3,060,937.83   sFT  0.99998005   +0 13 51.8
 HA1469;UTM  16      - 4,204,600.355   525,646.026   MT  0.99960810   +0 10 47.2
 HA1469
 HA1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1469!SPC IN W     -   0.99997399  x   0.99998005  =   0.99995404
 HA1469!UTM  16      -   0.99997399  x   0.99960810  =   0.99958210
 HA1469
 HA1469:                Primary Azimuth Mark                     Grid Az
 HA1469:SPC IN W     -  MOUND AZ MK RESET                        015 26 31.7
 HA1469:UTM  16      -  MOUND AZ MK RESET                        015 29 36.3
 HA1469
 HA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2564604600(NAD 83)
 HA1469
 HA1469|---------------------------------------------------------------------|
 HA1469| PID    Reference Object                     Distance      Geod. Az  |
 HA1469|                                                           dddmmss.s |
 HA1469| HA1470 4 M                                 202.870 METERS 01034     |
 HA1469| CG9035 MOUND AZ MK RESET                                  0154023.5 |
 HA1469| CG9036 MOUND RM 1                           21.477 METERS 02756     |
 HA1469| CG9038 MOUND RM 3                           31.303 METERS 10915     |
 HA1469| CG9037 MOUND RM 2                           22.551 METERS 18249     |
 HA1469| CG9034 MOUND AZ MK                                        2160319.6 |
 HA1469| HA1499 TELL CITY OLD MUNICIPAL TANK        APPROX. 7.0 KM 2261346.5 |
 HA1469| HA1498 TELL CITY NEW MUNICIPAL TANK        APPROX. 6.8 KM 2285253.0 |
 HA1469| HA1496 TELL CITY CHAIR CO PLT 3 TANK       APPROX. 7.2 KM 2313318.4 |
 HA1469| JA1814 ST MARCUS CATH CHURCH SPIRE         APPROX. 3.6 KM 3585306.7 |
 HA1469|---------------------------------------------------------------------|
 HA1469
 HA1469                          SUPERSEDED SURVEY CONTROL
 HA1469
 HA1469  NAD 83(1993)-  37 59 19.28403(N)    086 42 28.58560(W) AD(       ) 3
 HA1469  NAD 83(1986)-  37 59 19.29031(N)    086 42 28.58859(W) AD(       ) 3
 HA1469  NAD 27      -  37 59 19.08300(N)    086 42 28.63700(W) AD(       ) 3
 HA1469
 HA1469.Superseded values are not recommended for survey control.
 HA1469
 HA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1469.See file dsdata.pdf to determine how the superseded data were derived.
 HA1469
 HA1469_MARKER: DS = TRIANGULATION STATION DISK
 HA1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1469_STAMPING: MOUND 1946 1952
 HA1469_MARK LOGO: CGS
 HA1469_PROJECTION: RECESSED 5 CENTIMETERS
 HA1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1469+STABILITY: SURFACE MOTION
 HA1469
 HA1469  HISTORY     - Date     Condition        Report By
 HA1469  HISTORY     - 1946     MONUMENTED       CGS
 HA1469  HISTORY     - 1952     SEE DESCRIPTION  CGS
 HA1469
 HA1469                          STATION DESCRIPTION
 HA1469
 HA1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1469'THE STATION IS LOCATED 4.3 MILES NORTH ON STATE ROUTE 37 FROM THE
 HA1469'JUNCTION OF STATE ROUTES 66 AND 37 IN TELL CITY, ON LAND OWNED BY
 HA1469'STROTHER ANDERSON.  IT IS 59 FEET WEST OF THE CENTERLINE OF THE
 HA1469'HIGHWAY, 32 FEET NORTHWEST OF A POWERLINE POLE AND 21 FEET WEST OF A
 HA1469'FENCELINE.  THE MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND
 HA1469'THE DISK IS STAMPED MOUND 1946.
 HA1469'
 HA1469'REFERENCE MARK NO. 1 IS 70.46 FEET NORTHEAST OF THE STATION, 49 FEET
 HA1469'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A
 HA1469'FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MOUND
 HA1469'NO 1 1946.
 HA1469'
 HA1469'REFERENCE MARK NO. 2 IS 73.98 FEET SOUTHEAST OF THE STATION, 52 FEET
 HA1469'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A
 HA1469'FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MOUND
 HA1469'NO 2 1946.
 HA1469'
 HA1469'THE AZIMUTH MARK IS 3.8 MILES NORTH ON STATE ROUTE 37 FROM THE
 HA1469'JUNCTION IN TELL CITY, 0.5 MILE SOUTH OF THE STATION, 41 FEET
 HA1469'EAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A HIGHWAY
 HA1469'RIGHT OF WAY MARKER AND 3 FEET EAST OF A STANDARD REFERENCE POST.
 HA1469'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOUND 1946.
 HA1469'
 HA1469'USGS BM 4M 1945 IS 665.608 FEET NORTH OF THE STATION, 75 FEET NORTH
 HA1469'OF POWERLINE POLE NO. PBM 6397 AND 40 FEET WEST OF THE CENTERLINE
 HA1469'OF THE HIGHWAY.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HA1469'640 EL SL 4M 1945.
 HA1469'
 HA1469'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HA1469
 HA1469                          STATION RECOVERY (1952)
 HA1469
 HA1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 HA1469'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HA1469'CONDITION.  THE AZIMUTH MARK AND R.M. NO. 1 WERE IN DANGER OF
 HA1469'BEING DESTROYED AND WERE REMOVED BY THIS PARTY AT THE REQUEST OF
 HA1469'PROPERTY OWNERS.  THE STATION MARK HAD BEEN LEFT PROJECTING ABOUT 1
 HA1469'FOOT AND WAS LOWERED AND RE-MARKED BY THIS PARTY, ALSO A NEW AZIMUTH
 HA1469'MARK AND R.M. NO. 3 ESTABLISHED.  DISTANCES TO R.M. NOS. 1
 HA1469'AND 2 WERE CHECKED AND FOUND TO BE CORRECT.  DIRECTIONS TO R.M. NO. 2
 HA1469'AND 4 M (USGS) B.M. WERE CHECKED AND FOUND TO BE CORRECT.  A
 HA1469'COMPLETE NEW DESCRIPTION FOLLOWS-
 HA1469'
 HA1469'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF TELL CITY ON PROPERTY
 HA1469'OF REV. E. C. RINGER.  IT IS 67 FEET WEST OF THE CENTER OF STATE
 HA1469'HIGHWAY 37, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOME OF MR.
 HA1469'EDWARD T. LAGRANGE, 32 FEET NORTHWEST OF A POWER LINE POLE
 HA1469'AND 21 FEET WEST OF A FENCE.  THE MARK IS ABOUT 2 INCHES BELOW THE
 HA1469'SURFACE OF THE GROUND AND THE DISK IS STAMPED MOUND 1946 1952.
 HA1469'
 HA1469'REFERENCE MARK NO. 2 IS 52 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 HA1469'1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 HA1469'DISK IS STAMPED MOUND 1946.  IT IS 73.98 FEET SOUTHEAST OF THE
 HA1469'STATION.
 HA1469'
 HA1469'4 M (USGS) B.M. IS 665.608 FEET (1946 MEASUREMENT) NORTH OF THE
 HA1469'STATION, 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 37 AND 75 FEET
 HA1469'NORTH OF A POWER LINE POLE.  THE MARK IS A 6X6 INCH CONCRETE POST,
 HA1469'PROJECTING ABOUT 8 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY
 HA1469'BENCH MARK DISK STAMPED 4 M 1945 (FEET ABOVE SEA LEVEL).
 HA1469'
 HA1469'REFERENCE MARK NO. 3 IS 102.70 FEET (SLOPE DISTANCE) EAST OF THE
 HA1469'STATION, 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET SOUTH OF
 HA1469'A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 HA1469'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED MOUND NO 3 1946
 HA1469'1952.
 HA1469'
 HA1469'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 30 FEET WEST OF THE
 HA1469'CENTER OF STATE HIGHWAY 37, 10 FEET EAST OF THE CENTER OF A
 HA1469'GRAVEL DRIVE, 6 FEET NORTH OF A GATE CORNER, 2 FEET SOUTH OF A WHITE
 HA1469'WITNESS POST AND 1 FT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6
 HA1469'INCHES AND THE DISK IS STAMPED MOUND 1946 RESET 1952.
 HA1469'
 HA1469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 37 IN
 HA1469'TELL CITY, GO NORTH ON HIGHWAY 37 FOR 4.2 MILES TO THE STATION ON THE
 HA1469'LEFT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE TO A GRAVEL
 HA1469'DRIVEWAY TO FARM HOUSE ON THE LEFT, TURN LEFT UP HILL FOR ABOUT 50
 HA1469'FEET TO A GATE AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2254 ***********************************************************************
 ME2254  DESIGNATION -  MOURHESS
 ME2254  PID         -  ME2254
 ME2254  STATE/COUNTY-  IN/ST JOSEPH
 ME2254  COUNTRY     -  US
 ME2254  USGS QUAD   -  LAKEVILLE (2019)
 ME2254
 ME2254                         *CURRENT SURVEY CONTROL
 ME2254  ______________________________________________________________________
 ME2254* NAD 83(1997) POSITION- 41 30 38.87839(N) 086 16 54.14484(W)   ADJUSTED
 ME2254* NAVD 88 ORTHO HEIGHT -   264.28  (+/-2cm)      867.1   (feet) VERTCON3
 ME2254  ______________________________________________________________________
 ME2254  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME2254  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 ME2254  HORZ ORDER      -  SECOND
 ME2254  VERT ORDER      -  THIRD ? (See Below)
 ME2254
 ME2254.The horizontal coordinates were established by classical geodetic methods
 ME2254.and adjusted by the National Geodetic Survey in May 1999.
 ME2254
 ME2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2254
 ME2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2254.GEOID18 height accuracy estimate available here.
 ME2254
 ME2254.The vertical order pertains to the NGVD 29 superseded value.
 ME2254
 ME2254.Click photographs - Photos may exist for this station.
 ME2254
 ME2254.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2254
 ME2254. The following values were computed from the NAD 83(1997) position.
 ME2254
 ME2254;                    North         East     Units Scale Factor Converg.
 ME2254;SPC IN E     -   695,467.758    48,656.619   MT  0.99999910   -0 24 27.5
 ME2254;SPC IN E     - 2,281,713.80    159,634.26   sFT  0.99999910   -0 24 27.5
 ME2254;UTM  16      - 4,595,712.205   559,940.965   MT  0.99964421   +0 28 33.9
 ME2254
 ME2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2254!SPC IN E     -   0.99996386  x   0.99999910  =   0.99996296
 ME2254!UTM  16      -   0.99996386  x   0.99964421  =   0.99960808
 ME2254
 ME2254:                Primary Azimuth Mark                     Grid Az
 ME2254:SPC IN E     -  UNION                                    200 12 38.3
 ME2254:UTM  16      -  UNION                                    199 19 36.9
 ME2254
 ME2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5994095712(NAD 83)
 ME2254
 ME2254|---------------------------------------------------------------------|
 ME2254| PID    Reference Object                     Distance      Geod. Az  |
 ME2254|                                                           dddmmss.s |
 ME2254| CM3203 MOURHESS RM 1                        13.062 METERS 00921     |
 ME2254| ME2249 UNION                               APPROX. 0.8 KM 1994810.8 |
 ME2254| CM3204 MOURHESS RM 2                        28.328 METERS 27725     |
 ME2254|---------------------------------------------------------------------|
 ME2254
 ME2254                          SUPERSEDED SURVEY CONTROL
 ME2254
 ME2254  NAD 83(1994)-  41 30 38.88519(N)    086 16 54.14897(W) AD(       ) 2
 ME2254  NAD 83(1986)-  41 30 38.88542(N)    086 16 54.14893(W) AD(       ) 2
 ME2254  NAD 27      -  41 30 38.71360(N)    086 16 54.12520(W) AD(       ) 2
 ME2254  USSD        -  41 30 38.75700(N)    086 16 53.96400(W) AD(       ) 3
 ME2254  NGVD 29             264.39   (m)          867.4    (f) LEVELING    3  
 ME2254
 ME2254.Superseded values are not recommended for survey control.
 ME2254
 ME2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2254.See file dsdata.pdf to determine how the superseded data were derived.
 ME2254
 ME2254_MARKER: DS = TRIANGULATION STATION DISK
 ME2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2254_STAMPING: MOURHESS 1920
 ME2254_MARK LOGO: CGS
 ME2254_PROJECTION: FLUSH
 ME2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2254+STABILITY: SURFACE MOTION
 ME2254
 ME2254  HISTORY     - Date     Condition        Report By
 ME2254  HISTORY     - 1920     MONUMENTED       CGS
 ME2254  HISTORY     - 1952     GOOD             CGS
 ME2254  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME2254
 ME2254                          STATION DESCRIPTION
 ME2254
 ME2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2254'ABOUT 1-1/2 MILES S OF LAKEVILLE, ON THE E SIDE OF TRACK, 30 YARDS S
 ME2254'OF MILEPOST T.H. 171, 80 YARDS N OF ROAD CROSSING, S END OF THE SECOND
 ME2254'CURVE S OF LAKEVILLE, 13.470 METERS (44.19 FEET) E OF THE E AND
 ME2254'NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 ME2254'TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 ME2254'THE TRACK NEAR THE FENCE LINE, 13.10 METERS (42.98 FEET) FROM THE
 ME2254'STATION N 09 DEG 23 MIN E.
 ME2254
 ME2254                          STATION RECOVERY (1952)
 ME2254
 ME2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2254'STATION WAS RECOVERED AS DESCRIBED.  THE UNDERGROUND MARK AND
 ME2254'REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK
 ME2254'HAD BEEN DISTURBED SO A NEW MARK WAS SET BY THIS PARTY HOLDING THE
 ME2254'UNDERGROUND MARK.  A NEW REFERENCE MARK WAS SET BY THIS PARTY.  A
 ME2254'COMPLETE NEW DESCRIPTION FOLLOWS.
 ME2254'
 ME2254'STATION IS LOCATED 3 MILES NORTH OF LAPAZ AND 2 MILES SOUTH OF
 ME2254'LAKEVILLE ON THE EAST SIDE OF THE PENNA. RAILROAD AND ON RAILROAD
 ME2254'PROPERTY.
 ME2254'
 ME2254'IT IS 306 FEET NORTH OF THE INTERSECTION OF LEEPER ROAD AND THE
 ME2254'RAILROAD TRACKS, 92 FEET SOUTHEAST OF A RAILROAD SIGNAL, 45 FEET
 ME2254'SOUTHEAST OF MILE POST 171, 44 FEET EAST OF THE EAST RAIL OF THE
 ME2254'RAILROAD TRACKS AND 3 FEET WEST OF A FENCE LINE AND WHITE WITNESS
 ME2254'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOURHESS 1920-1952.
 ME2254'
 ME2254'REFERENCE MARK NO. 1 IS 42.86 FEET NORTH OF THE STATION.  IT IS 46
 ME2254'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 29 FEET EAST OF THE
 ME2254'MILE POST AND 2 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS 2
 ME2254'INCHES AND THE DISK IS STAMPED MOURHESS 1920.
 ME2254'
 ME2254'REFERENCE MARK NO. 2 IS 92.94 FEET WEST OF THE STATION.  IT IS 44 FEET
 ME2254'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 6 FEET NORTHEAST OF A 10
 ME2254'INCH ELM TREE AND 2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 4
 ME2254'INCHES AND THE DISK IS STAMPED MOURHESS NO 2 1952.
 ME2254'
 ME2254'TRAVERSE STATION UNION 1920 WAS USED AS AN AZIMUTH MARK.
 ME2254'
 ME2254'TO REACH THE STATION FROM THE OVERPASS OVER THE B AND O RAILROAD IN
 ME2254'LAPAZ GO NORTH ON U.S. HIGHWAY 31 FOR 3.5 MILES TO LEEPER ROAD, TURN
 ME2254'RIGHT AND GO EAST ON LEEPER ROAD FOR 0.35 MILE TO THE PENNA. RAILROAD
 ME2254'AND THE STATION AS DESCRIBED.
 ME2254'
 ME2254'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND OBJECTS VISIBLE FROM
 ME2254'THE GROUND.
 ME2254'
 ME2254'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2254
 ME2254                          STATION RECOVERY (1994)
 ME2254
 ME2254'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4043 ***********************************************************************
 DM4043  SACS        -  This is a Secondary Airport Control Station.
 DM4043  DESIGNATION -  MQJ A
 DM4043  PID         -  DM4043
 DM4043  STATE/COUNTY-  IN/HANCOCK
 DM4043  COUNTRY     -  US
 DM4043  USGS QUAD   -  CUMBERLAND (2019)
 DM4043
 DM4043                         *CURRENT SURVEY CONTROL
 DM4043  ______________________________________________________________________
 DM4043* NAD 83(2011) POSITION- 39 50 18.32650(N) 085 54 37.69699(W)   ADJUSTED
 DM4043* NAD 83(2011) ELLIP HT-   227.664 (meters)        (06/27/12)   ADJUSTED
 DM4043* NAD 83(2011) EPOCH   -  2010.00
 DM4043* NAVD 88 ORTHO HEIGHT -   261.61  (meters)      858.3   (feet) GPS OBS
 DM4043  ______________________________________________________________________
 DM4043  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4043  GEOID HEIGHT    -        -33.933 (meters)                     GEOID09
 DM4043  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 DM4043  NAD 83(2011) X  -    349,757.655 (meters)                     COMP
 DM4043  NAD 83(2011) Y  - -4,891,907.401 (meters)                     COMP
 DM4043  NAD 83(2011) Z  -  4,064,372.127 (meters)                     COMP
 DM4043  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DM4043
 DM4043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4043  Standards:
 DM4043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4043  -------------------------------------------------------------------
 DM4043  NETWORK    0.58   1.20           0.26   0.21   0.61     -0.08632594
 DM4043  -------------------------------------------------------------------
 DM4043  Click here for local accuracies and other accuracy information.
 DM4043
 DM4043.This mark is at Indianapolis Mt Comfort Airport (MQJ)
 DM4043
 DM4043.The horizontal coordinates were established by GPS observations
 DM4043.and adjusted by the National Geodetic Survey in June 2012.
 DM4043
 DM4043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4043.been affixed to the stable North American tectonic plate. See 
 DM4043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4043
 DM4043.The horizontal coordinates are valid at the epoch date displayed above
 DM4043.which is a decimal equivalence of Year/Month/Day.
 DM4043
 DM4043.The orthometric height was determined by GPS observations and a
 DM4043.high-resolution geoid model.
 DM4043
 DM4043.GPS derived orthometric heights for airport stations designated as
 DM4043.PACS or SACS are published to 2 decimal places.  This maintains
 DM4043.centimeter relative accuracy between the PACS and SACS.  It does
 DM4043.not indicate centimeter accuracy relative to other marks which are
 DM4043.part of the published vertical control network.
 DM4043
 DM4043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4043.GEOID18 height accuracy estimate available here.
 DM4043
 DM4043.Click photographs - Photos may exist for this station.
 DM4043
 DM4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4043
 DM4043.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4043
 DM4043.The ellipsoidal height was determined by GPS observations
 DM4043.and is referenced to NAD 83.
 DM4043
 DM4043. The following values were computed from the NAD 83(2011) position.
 DM4043
 DM4043;                    North         East     Units Scale Factor Converg.
 DM4043;SPC IN E     -   509,606.400    79,132.271   MT  0.99997203   -0 09 22.3
 DM4043;SPC IN E     - 1,671,933.66    259,619.79   sFT  0.99997203   -0 09 22.3
 DM4043;UTM  16      - 4,410,391.969   593,221.685   MT  0.99970699   +0 41 52.9
 DM4043
 DM4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4043!SPC IN E     -   0.99996429  x   0.99997203  =   0.99993632
 DM4043!UTM  16      -   0.99996429  x   0.99970699  =   0.99967129
 DM4043
 DM4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9322110391(NAD 83)
 DM4043
 DM4043                          SUPERSEDED SURVEY CONTROL
 DM4043
 DM4043  NAD 83(2007)-  39 50 18.32657(N)    085 54 37.69808(W) AD(2002.00) 1
 DM4043  ELLIP H (10/27/10)  227.677  (m)                       GP(2002.00) 4 2
 DM4043
 DM4043.Superseded values are not recommended for survey control.
 DM4043
 DM4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4043.See file dsdata.pdf to determine how the superseded data were derived.
 DM4043
 DM4043_STAMPING: MQJ A 2009
 DM4043_MARK LOGO: WOOLPT
 DM4043_PROJECTION: FLUSH
 DM4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4043+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM4043
 DM4043  HISTORY     - Date     Condition        Report By
 DM4043  HISTORY     - 20090616 MONUMENTED       WOOLPT
 DM4043  HISTORY     - 20150909 MARK NOT FOUND   WOOLPT
 DM4043
 DM4043                          STATION DESCRIPTION
 DM4043
 DM4043'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4043'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF FISHERS,
 DM4043'8.4 MI (13.5 KM) WEST-NORTHWEST OF GREENFIELD AND 5.0 MI (8.0 KM)
 DM4043'NORTH-NORTHEAST OF CUMBERLAND.  LOCATED ON THE WEST END OF THE MOUNT
 DM4043'COMFORT AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY, 7800 COL.
 DM4043'H. WEIR COOK MEMORIAL DR., INDIANAPOLIS, IN 46241.  PHONE
 DM4043'317.487.5024. PLEASE CALL 48 HOURS IN ADVANCE TO GAIN ACCESS TO THE
 DM4043'CONTROL MARK.
 DM4043'
 DM4043'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 70
 DM4043'WITH THE MOUNT COMFORT ROAD BRIDGE GO NORTH 1.65 MI (2.7 KM) ON MOUNT
 DM4043'COMFORT ROAD TO THE AIRPORT BOULEVARD ON THE RIGHT.  TURN RIGHT AND GO
 DM4043'EAST-NORTHEAST ON AIRPORT BOULEVARD TO AVIATION WAY ON THE RIGHT.
 DM4043'TURN RIGHT AND GO SOUTH-SOUTHEAST 0.20 MI (0.3 KM) ON AVIATION WAY TO
 DM4043'THE MAIN GATE.  FROM THE MAIN GATE CONTINUE SOUTH-SOUTHEAST 0.10 MI
 DM4043'(0.2 KM) ON AVIATION WAY TO A TARMAC ON THE RIGHT AND LEFT.  TURN
 DM4043'RIGHT AND PROCEED SOUTHWEST 0.15 MI (0.2 KM) CROSSING TARMAC ON THE
 DM4043'DIAGONAL TO A TAXIWAY.  TURN LEFT AND GO SOUTH-SOUTHEAST 0.05 MI (0.1
 DM4043'KM) ON TAXIWAY TO TAXIWAY A.  TURN RIGHT AND GO SOUTH-SOUTHWEST 0.30
 DM4043'MI (0.5 KM) ON TAXIWAY A TO THE STATION ON THE RIGHT.  THE STATION IS
 DM4043'A STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY DISK MARKER
 DM4043'STAMPED --MQJ A 2009-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER
 DM4043'5 FT (1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE GROUND AND ABOUT
 DM4043'LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4043'
 DM4043'THE STATION IS 31.11 FT (9.5 M) NORTH-NORTHWEST OF THE PROJECTED NORTH
 DM4043'EDGE OF TAXIWAY, 58 FT (17.7 M) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DM4043'SERVICE ROAD AND 59.4 FT (18.1 M) NORTHWEST OF THE WEST CORNER OF THE
 DM4043'INTERSECTION OF TAXIWAY A WITH SERVICE ROAD PAVEMENT.
 DM4043'
 DM4043'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DM4043
 DM4043                          STATION RECOVERY (2015)
 DM4043
 DM4043'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 DM4043'AIRPORT STAFF REPORTS MARK DESTROYED BY CONSTRUCTION IN AUGUST 2014.
 DM4043'RTK GPS STAKEOUT OF PUBLISHED POSITION SHOWS GROUND ELEVATION IS 0.2 M
 DM4043'(0.7 FT) LOWER THAN PUBLISHED MARK ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4044 ***********************************************************************
 DM4044  SACS        -  This is a Secondary Airport Control Station.
 DM4044  DESIGNATION -  MQJ B
 DM4044  PID         -  DM4044
 DM4044  STATE/COUNTY-  IN/HANCOCK
 DM4044  COUNTRY     -  US
 DM4044  USGS QUAD   -  CUMBERLAND (2019)
 DM4044
 DM4044                         *CURRENT SURVEY CONTROL
 DM4044  ______________________________________________________________________
 DM4044* NAD 83(2011) POSITION- 39 50 37.12540(N) 085 53 31.69569(W)   ADJUSTED
 DM4044* NAD 83(2011) ELLIP HT-   226.211 (meters)        (06/27/12)   ADJUSTED
 DM4044* NAD 83(2011) EPOCH   -  2010.00
 DM4044* NAVD 88 ORTHO HEIGHT -   260.17  (meters)      853.6   (feet) GPS OBS
 DM4044  ______________________________________________________________________
 DM4044  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4044  GEOID HEIGHT    -        -33.949 (meters)                     GEOID09
 DM4044  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 DM4044  NAD 83(2011) X  -    351,296.276 (meters)                     COMP
 DM4044  NAD 83(2011) Y  - -4,891,423.609 (meters)                     COMP
 DM4044  NAD 83(2011) Z  -  4,064,816.395 (meters)                     COMP
 DM4044  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DM4044
 DM4044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4044  Standards:
 DM4044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4044  -------------------------------------------------------------------
 DM4044  NETWORK    0.31   0.73           0.14   0.11   0.37     -0.00285820
 DM4044  -------------------------------------------------------------------
 DM4044  Click here for local accuracies and other accuracy information.
 DM4044
 DM4044.This mark is at Indianapolis Mt Comfort Airport (MQJ)
 DM4044
 DM4044.The horizontal coordinates were established by GPS observations
 DM4044.and adjusted by the National Geodetic Survey in June 2012.
 DM4044
 DM4044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4044.been affixed to the stable North American tectonic plate. See 
 DM4044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4044
 DM4044.The horizontal coordinates are valid at the epoch date displayed above
 DM4044.which is a decimal equivalence of Year/Month/Day.
 DM4044
 DM4044.The orthometric height was determined by GPS observations and a
 DM4044.high-resolution geoid model.
 DM4044
 DM4044.GPS derived orthometric heights for airport stations designated as
 DM4044.PACS or SACS are published to 2 decimal places.  This maintains
 DM4044.centimeter relative accuracy between the PACS and SACS.  It does
 DM4044.not indicate centimeter accuracy relative to other marks which are
 DM4044.part of the published vertical control network.
 DM4044
 DM4044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4044.GEOID18 height accuracy estimate available here.
 DM4044
 DM4044.Click photographs - Photos may exist for this station.
 DM4044
 DM4044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4044
 DM4044.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4044
 DM4044.The ellipsoidal height was determined by GPS observations
 DM4044.and is referenced to NAD 83.
 DM4044
 DM4044. The following values were computed from the NAD 83(2011) position.
 DM4044
 DM4044;                    North         East     Units Scale Factor Converg.
 DM4044;SPC IN E     -   510,182.062    80,702.952   MT  0.99997125   -0 08 40.1
 DM4044;SPC IN E     - 1,673,822.32    264,772.94   sFT  0.99997125   -0 08 40.1
 DM4044;UTM  16      - 4,410,990.828   594,783.198   MT  0.99971060   +0 42 35.5
 DM4044
 DM4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4044!SPC IN E     -   0.99996451  x   0.99997125  =   0.99993576
 DM4044!UTM  16      -   0.99996451  x   0.99971060  =   0.99967512
 DM4044
 DM4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9478310990(NAD 83)
 DM4044
 DM4044                          SUPERSEDED SURVEY CONTROL
 DM4044
 DM4044  NAD 83(2007)-  39 50 37.12546(N)    085 53 31.69677(W) AD(2002.00) 1
 DM4044  ELLIP H (10/27/10)  226.224  (m)                       GP(2002.00) 4 2
 DM4044
 DM4044.Superseded values are not recommended for survey control.
 DM4044
 DM4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4044.See file dsdata.pdf to determine how the superseded data were derived.
 DM4044
 DM4044_MARKER: DD = SURVEY DISK
 DM4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4044_STAMPING: MQJ B 2009
 DM4044_MARK LOGO: WOOLPT
 DM4044_PROJECTION: FLUSH
 DM4044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4044+STABILITY: SURFACE MOTION
 DM4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4044+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DM4044
 DM4044  HISTORY     - Date     Condition        Report By
 DM4044  HISTORY     - 20090616 MONUMENTED       WOOLPT
 DM4044  HISTORY     - 20150909 GOOD             WOOLPT
 DM4044
 DM4044                          STATION DESCRIPTION
 DM4044
 DM4044'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4044'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF
 DM4044'INGALLS, 7.7 MI (12.4 KM) WEST-NORTHWEST OF GREENFIELD AND 5.8 MI (9.3
 DM4044'KM) NORTHEAST OF CUMBERLAND.  LOCATED NEAR MIDFIELD OF THE MOUNT
 DM4044'COMFORT AIRPORT.  OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY, 7800 COL.
 DM4044'H. WEIR COOK MEMORIAL DR., INDIANAPOLIS, IN 46241.  PHONE
 DM4044'317.487.5024.  PLEASE CALL 48 HOURS IN ADVANCE TO GAIN ACCESS TO THE
 DM4044'CONTROL MARK.
 DM4044'
 DM4044'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 70
 DM4044'WITH THE MOUNT COMFORT ROAD BRIDGE GO NORTH 1.65 MI (2.7 KM) ON MOUNT
 DM4044'COMFORT ROAD TO THE AIRPORT BOULEVARD ON THE RIGHT.  TURN RIGHT AND GO
 DM4044'EAST-NORTHEAST ON AIRPORT BOULEVARD TO AVIATION WAY ON THE RIGHT.
 DM4044'TURN RIGHT AND GO SOUTH-SOUTHEAST 0.20 MI (0.3 KM) ON AVIATION WAY TO
 DM4044'THE MAIN GATE.  FROM THE MAIN GATE CONTINUE SOUTH-SOUTHEAST 0.10 MI
 DM4044'(0.2 KM) ON AVIATION WAY TO A TARMAC ON THE RIGHT AND LEFT.  TURN LEFT
 DM4044'AND GO EAST-NORTHEAST 0.15 MI (0.2 KM) CROSSING A TARMAC TO A TAXIWAY.
 DM4044'TURN RIGHT AND GO SOUTH-SOUTHEAST 0.15 MI (0.2 KM) ON TAXIWAY TO
 DM4044'TAXIWAY A.  TURN LEFT AND GO EAST-NORTHEAST 0.40 MI (0.6 KM) ON
 DM4044'TAXIWAY A TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD
 DM4044'WOOLPERT AIRPORT GEODETIC CONTROL SURVEY DISK MARKER STAMPED --MQJ B
 DM4044'2009-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT (1.5 M)
 DM4044'DEEP CONCRETE POST, SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 DM4044'TAXIWAY PAVEMENT.
 DM4044'
 DM4044'THE STATION IS 73.2 FT (22.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DM4044'TAXIWAY B, 89.8 FT (27.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DM4044'TAXIWAY A AND 145.1 FT (44.2 M) EAST-SOUTHEAST OF A STEEL WIND SOCK
 DM4044'BASE.
 DM4044'
 DM4044'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4044'STATION.
 DM4044
 DM4044                          STATION RECOVERY (2015)
 DM4044
 DM4044'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 DM4044'AIRPORT NAME IS NOW INDIANAPOLIS REGIONAL.  AIRPORT MANAGER IS MICHAEL
 DM4044'MEDVESCEK.  TO REACH DISTANCE EAST-NORTHEAST ALONG AIRPORT BOULEVARD
 DM4044'IS 0.6 MI (1.0 KM).  REMAINING DESCRIPTIVE DATA ARE ACCURATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ2573 ***********************************************************************
 DQ2573  SACS        -  This is a Secondary Airport Control Station.
 DQ2573  DESIGNATION -  MQJ C
 DQ2573  PID         -  DQ2573
 DQ2573  STATE/COUNTY-  IN/HANCOCK
 DQ2573  COUNTRY     -  US
 DQ2573  USGS QUAD   -  CUMBERLAND (2019)
 DQ2573
 DQ2573                         *CURRENT SURVEY CONTROL
 DQ2573  ______________________________________________________________________
 DQ2573* NAD 83(2011) POSITION- 39 50 19.63240(N) 085 54 36.75011(W)   ADJUSTED
 DQ2573* NAD 83(2011) ELLIP HT-   226.854 (meters)        (06/09/16)   ADJUSTED
 DQ2573* NAD 83(2011) EPOCH   -  2010.00
 DQ2573* NAVD 88 ORTHO HEIGHT -   260.80  (meters)      855.6   (feet) GPS OBS
 DQ2573  ______________________________________________________________________
 DQ2573  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ2573  GEOID HEIGHT    -        -33.937 (meters)                     GEOID12B
 DQ2573  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 DQ2573  NAD 83(2011) X  -    349,778.227 (meters)                     COMP
 DQ2573  NAD 83(2011) Y  - -4,891,879.437 (meters)                     COMP
 DQ2573  NAD 83(2011) Z  -  4,064,402.536 (meters)                     COMP
 DQ2573  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DQ2573
 DQ2573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2573  Standards:
 DQ2573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2573  -------------------------------------------------------------------
 DQ2573  NETWORK    0.31   0.73           0.14   0.11   0.37     -0.00722771
 DQ2573  -------------------------------------------------------------------
 DQ2573  Click here for local accuracies and other accuracy information.
 DQ2573
 DQ2573.This mark is at Indianapolis Mt Comfort Airport (MQJ)
 DQ2573
 DQ2573.The horizontal coordinates were established by GPS observations
 DQ2573.and adjusted by the WOOLPERT CONSULTANTS in June 2016.
 DQ2573
 DQ2573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ2573.been affixed to the stable North American tectonic plate. See 
 DQ2573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ2573
 DQ2573.The horizontal coordinates are valid at the epoch date displayed above
 DQ2573.which is a decimal equivalence of Year/Month/Day.
 DQ2573
 DQ2573.The orthometric height was determined by GPS observations and a
 DQ2573.high-resolution geoid model.
 DQ2573
 DQ2573.GPS derived orthometric heights for airport stations designated as
 DQ2573.PACS or SACS are published to 2 decimal places.  This maintains
 DQ2573.centimeter relative accuracy between the PACS and SACS.  It does
 DQ2573.not indicate centimeter accuracy relative to other marks which are
 DQ2573.part of the published vertical control network.
 DQ2573
 DQ2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2573.GEOID18 height accuracy estimate available here.
 DQ2573
 DQ2573.Click photographs - Photos may exist for this station.
 DQ2573
 DQ2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2573
 DQ2573.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ2573
 DQ2573.The ellipsoidal height was determined by GPS observations
 DQ2573.and is referenced to NAD 83.
 DQ2573
 DQ2573. The following values were computed from the NAD 83(2011) position.
 DQ2573
 DQ2573;                    North         East     Units Scale Factor Converg.
 DQ2573;SPC IN E     -   509,646.614    79,154.894   MT  0.99997201   -0 09 21.7
 DQ2573;SPC IN E     - 1,672,065.60    259,694.01   sFT  0.99997201   -0 09 21.7
 DQ2573;UTM  16      - 4,410,432.505   593,243.700   MT  0.99970704   +0 41 53.5
 DQ2573
 DQ2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2573!SPC IN E     -   0.99996441  x   0.99997201  =   0.99993642
 DQ2573!UTM  16      -   0.99996441  x   0.99970704  =   0.99967146
 DQ2573
 DQ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9324310432(NAD 83)
 DQ2573
 DQ2573                          SUPERSEDED SURVEY CONTROL
 DQ2573
 DQ2573.No superseded survey control is available for this station.
 DQ2573
 DQ2573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2573_STAMPING: MQJ C 2015
 DQ2573_MARK LOGO: WOOLPT
 DQ2573_PROJECTION: RECESSED 3 CENTIMETERS
 DQ2573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2573+STABILITY: SURFACE MOTION
 DQ2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2573+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ2573
 DQ2573  HISTORY     - Date     Condition        Report By
 DQ2573  HISTORY     - 20150908 MONUMENTED       WOOLPT
 DQ2573
 DQ2573                          STATION DESCRIPTION
 DQ2573
 DQ2573'DESCRIBED BY WOOLPERT CONSULTANTS 2015 (DMH)
 DQ2573'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF FISHERS,
 DQ2573'8.4 MI (13.5 KM) WEST-NORTHWEST OF GREENFIELD AND 5.0 MI (8.0 KM)
 DQ2573'NORTH-NORTHEAST OF CUMBERLAND, AT INDIANAPOLIS REGIONAL AIRPORT.
 DQ2573'OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY, 7800 COL. H. WEIR COOK
 DQ2573'MEMORIAL DRIVE, INDIANAPOLIS, IN, 46241.  AIRPORT MANAGER IS MICHAEL
 DQ2573'MEDVESCEK, TELEPHONE 317-487-5024.  CALL 48 HOURS IN ADVANCE TO
 DQ2573'ARRANGE FOR ACCESS TO THIS STATION.
 DQ2573'
 DQ2573'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND MOUNT
 DQ2573'COMFORT ROAD, TRAVEL NORTH ON MOUNT COMFORT ROAD FOR 1.65 MI (2.7 KM)
 DQ2573'TO AIRPORT BOULEVARD.  TURN RIGHT AND GO EAST-NORTHEAST ON AIRPORT
 DQ2573'BOULEVARD FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DQ2573'SOUTH-SOUTHEAST ON AVIATION WAY FOR 0.2 MI (0.3 KM) TO THE MAIN
 DQ2573'AIRFIELD GATE.  PROCEED THROUGH THE GATE AND CONTINUE SOUTH-SOUTHEAST
 DQ2573'FOR 440 FT (134.1 M) TO THE RAMP.  TURN RIGHT AND TRAVEL
 DQ2573'WEST-SOUTHWEST ALONG THE NORTH SIDE OF THE RAMP FOR 800 FT (243.8 M)
 DQ2573'TO A TAXIWAY.  TURN LEFT AND GO SOUTH-SOUTHEAST ALONG THE TAXIWAY FOR
 DQ2573'650 FT (198.1 M) TO TAXIWAY A.  TURN RIGHT AND GO WEST-SOUTHWEST ALONG
 DQ2573'TAXIWAY A FOR 0.3 MI (0.5 KM) TO TAXIWAY A4 ON THE LEFT AND THE
 DQ2573'STATION ON THE RIGHT.
 DQ2573'
 DQ2573'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DQ2573'THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE MONUMENT, 3.6 FT (1.1
 DQ2573'M) DEEP, RECESSED 0.1 FT (3 CM) BELOW GROUND. IT IS ON THE EXTENDED
 DQ2573'CENTERLINE OF TAXIWAY A4 AND THE EXTENDED CENTERLINE OF A GRAVEL FIELD
 DQ2573'DRIVE.  THE STATION IS 161.5 FT (49.2 M) NORTH-NORTHWEST OF THE
 DQ2573'CENTERLINE OF TAXIWAY A, 127.25 FT (38.8 M) NORTH OF A RED TAXIWAY
 DQ2573'EDGE LIGHT AT THE INTERSECTION OF TAXIWAY A AND AN ASPHALT SERVICE
 DQ2573'ROAD AND 57.7 FT (175.5 M) EAST-NORTHEAST OF THE CENTERLINE OF SAID
 DQ2573'ASPHALT SERVICE ROAD.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 DQ2573'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0267 ***********************************************************************
 ME0267  DESIGNATION -  MRS 8
 ME0267  PID         -  ME0267
 ME0267  STATE/COUNTY-  IN/MARSHALL
 ME0267  COUNTRY     -  US
 ME0267  USGS QUAD   -  PLYMOUTH (2019)
 ME0267
 ME0267                         *CURRENT SURVEY CONTROL
 ME0267  ______________________________________________________________________
 ME0267* NAD 83(1986) POSITION- 41 20 12.     (N) 086 18 35.     (W)   SCALED
 ME0267* NAVD 88 ORTHO HEIGHT -   237.637 (meters)      779.65  (feet) ADJUSTED
 ME0267  ______________________________________________________________________
 ME0267  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0267  DYNAMIC HEIGHT  -        237.537 (meters)      779.32  (feet) COMP
 ME0267  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 ME0267
 ME0267  VERT ORDER      -  FIRST     CLASS I
 ME0267
 ME0267.The horizontal coordinates were scaled from a map and have
 ME0267.an estimated accuracy of +/- 6 seconds.
 ME0267
 ME0267.The orthometric height was determined by differential leveling and
 ME0267.adjusted by the NATIONAL GEODETIC SURVEY
 ME0267.in June 1991.
 ME0267
 ME0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0267.GEOID18 height accuracy estimate available here.
 ME0267
 ME0267.Click photographs - Photos may exist for this station.
 ME0267
 ME0267.The dynamic height is computed by dividing the NAVD 88
 ME0267.geopotential number by the normal gravity value computed on the
 ME0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0267.degrees latitude (g = 980.6199 gals.).
 ME0267
 ME0267.The modeled gravity was interpolated from observed gravity values.
 ME0267
 ME0267;                    North         East    Units  Estimated Accuracy
 ME0267;SPC IN E     -   676,150.       46,170.      MT  (+/- 180 meters Scaled)
 ME0267
 ME0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL577763(NAD 83)
 ME0267
 ME0267                          SUPERSEDED SURVEY CONTROL
 ME0267
 ME0267  NGVD 29 (??/??/92)  237.760  (m)          780.05   (f) ADJ UNCH    1 1
 ME0267
 ME0267.Superseded values are not recommended for survey control.
 ME0267
 ME0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0267.See file dsdata.pdf to determine how the superseded data were derived.
 ME0267
 ME0267_MARKER: DB = BENCH MARK DISK
 ME0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0267_SP_SET: BRIDGE
 ME0267_STAMPING: MRS 8 1950
 ME0267_MARK LOGO: INFCC
 ME0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0267
 ME0267  HISTORY     - Date     Condition        Report By
 ME0267  HISTORY     - 1950     MONUMENTED       INFCC
 ME0267  HISTORY     - 1968     GOOD             CGS
 ME0267  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0267
 ME0267                          STATION DESCRIPTION
 ME0267
 ME0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0267'AT PLYMOUTH.
 ME0267'AT PLYMOUTH, ABOUT 80 YARDS EAST OF THE INTERSECTION OF PIERCE
 ME0267'AND WALNUT STREET, SET ON THE TOP OF THE CONCRETE WING WALL AT
 ME0267'THE NORTHWEST CORNER OF THE PIERCE STREET BRIDGE OVER THE YELLOW
 ME0267'RIVER, 17 FEET NORTH OF THE CENTER LINE OF THE STREET AND ABOUT
 ME0267'LEVEL WITH THE STREET.  IN SECTION 17, R 2 E, T 33 N.
 ME0267
 ME0267                          STATION RECOVERY (1984)
 ME0267
 ME0267'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0709 ***********************************************************************
 JA0709  DESIGNATION -  MRT 17
 JA0709  PID         -  JA0709
 JA0709  STATE/COUNTY-  IN/MARTIN
 JA0709  COUNTRY     -  US
 JA0709  USGS QUAD   -  SHOALS (2019)
 JA0709
 JA0709                         *CURRENT SURVEY CONTROL
 JA0709  ______________________________________________________________________
 JA0709* NAD 83(1986) POSITION- 38 40 24.     (N) 086 50 08.     (W)   SCALED
 JA0709* NAVD 88 ORTHO HEIGHT -   144.328 (meters)      473.52  (feet) ADJUSTED
 JA0709  ______________________________________________________________________
 JA0709  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 JA0709  DYNAMIC HEIGHT  -        144.234 (meters)      473.21  (feet) COMP
 JA0709  MODELED GRAVITY -    979,974.0   (mgal)                       NAVD 88
 JA0709
 JA0709  VERT ORDER      -  FIRST     CLASS II
 JA0709
 JA0709.The horizontal coordinates were scaled from a map and have
 JA0709.an estimated accuracy of +/- 6 seconds.
 JA0709
 JA0709.The orthometric height was determined by differential leveling and
 JA0709.adjusted by the NATIONAL GEODETIC SURVEY
 JA0709.in June 1991.
 JA0709
 JA0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0709.GEOID18 height accuracy estimate available here.
 JA0709
 JA0709.Click photographs - Photos may exist for this station.
 JA0709
 JA0709.The dynamic height is computed by dividing the NAVD 88
 JA0709.geopotential number by the normal gravity value computed on the
 JA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0709.degrees latitude (g = 980.6199 gals.).
 JA0709
 JA0709.The modeled gravity was interpolated from observed gravity values.
 JA0709
 JA0709;                    North         East    Units  Estimated Accuracy
 JA0709;SPC IN W     -   380,260.      921,560.      MT  (+/- 180 meters Scaled)
 JA0709
 JA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH143805(NAD 83)
 JA0709
 JA0709                          SUPERSEDED SURVEY CONTROL
 JA0709
 JA0709  NGVD 29 (??/??/92)  144.454  (m)          473.93   (f) ADJ UNCH    1 2
 JA0709
 JA0709.Superseded values are not recommended for survey control.
 JA0709
 JA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0709.See file dsdata.pdf to determine how the superseded data were derived.
 JA0709
 JA0709_MARKER: DD = SURVEY DISK
 JA0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0709_SP_SET: BRIDGE
 JA0709_STAMPING: MRT 17 1961
 JA0709_MARK LOGO: INFCC
 JA0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0709
 JA0709  HISTORY     - Date     Condition        Report By
 JA0709  HISTORY     - 1961     MONUMENTED       INFCC
 JA0709  HISTORY     - 1965     GOOD             CGS
 JA0709
 JA0709                          STATION DESCRIPTION
 JA0709
 JA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0709'3.7 MI W FROM SHOALS.
 JA0709'ABOUT 3.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0709'THE STATION AT SHOALS, IN SECTION 22, T 3 N, R 4 W, SET IN THE TOP
 JA0709'OF THE SOUTH END OF THE EAST ABUTMENT OF A RAILROAD BRIDGE OVER
 JA0709'A CREEK, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 JA0709'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2187 ***********************************************************************
 LB2187  DESIGNATION -  MT AYR
 LB2187  PID         -  LB2187
 LB2187  STATE/COUNTY-  IN/NEWTON
 LB2187  COUNTRY     -  US
 LB2187  USGS QUAD   -  MOUNT AYR (2019)
 LB2187
 LB2187                         *CURRENT SURVEY CONTROL
 LB2187  ______________________________________________________________________
 LB2187* NAD 83(1997) POSITION- 40 57 11.03087(N) 087 18 00.33935(W)   ADJUSTED
 LB2187* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 LB2187  ______________________________________________________________________
 LB2187  GEOID HEIGHT    -        -33.359 (meters)                     GEOID18
 LB2187  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 LB2187  HORZ ORDER      -  THIRD
 LB2187
 LB2187.The horizontal coordinates were established by classical geodetic methods
 LB2187.and adjusted by the National Geodetic Survey in May 1999.
 LB2187
 LB2187.The orthometric height was scaled from a topographic map.
 LB2187
 LB2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2187.GEOID18 height accuracy estimate available here.
 LB2187
 LB2187.Click photographs - Photos may exist for this station.
 LB2187
 LB2187.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2187
 LB2187. The following values were computed from the NAD 83(1997) position.
 LB2187
 LB2187;                    North         East     Units Scale Factor Converg.
 LB2187;SPC IN W     -   633,368.606   881,750.450   MT  0.99997076   -0 08 31.5
 LB2187;SPC IN W     - 2,077,976.83  2,892,876.27   sFT  0.99997076   -0 08 31.5
 LB2187;UTM  16      - 4,533,590.108   474,743.701   MT  0.99960785   -0 11 48.1
 LB2187
 LB2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2187!SPC IN W     -   0.99997136  x   0.99997076  =   0.99994212
 LB2187!UTM  16      -   0.99997136  x   0.99960785  =   0.99957923
 LB2187
 LB2187:                Primary Azimuth Mark                     Grid Az
 LB2187:SPC IN W     -  MT AYR AZ MK                             283 34 57.8
 LB2187:UTM  16      -  MT AYR AZ MK                             283 38 14.4
 LB2187
 LB2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7474333590(NAD 83)
 LB2187
 LB2187|---------------------------------------------------------------------|
 LB2187| PID    Reference Object                     Distance      Geod. Az  |
 LB2187|                                                           dddmmss.s |
 LB2187| CM3206 MT AYR RM 1                          28.206 METERS 07953     |
 LB2187| CM3205 MT AYR AZ MK                                       2832626.3 |
 LB2187| CM3207 MT AYR RM 2                          26.147 METERS 35335     |
 LB2187|---------------------------------------------------------------------|
 LB2187
 LB2187                          SUPERSEDED SURVEY CONTROL
 LB2187
 LB2187  NAD 83(1986)-  40 57 11.03596(N)    087 18 00.34754(W) AD(       ) 3
 LB2187  NAD 27      -  40 57 10.90500(N)    087 18 00.25610(W) AD(       ) 3
 LB2187
 LB2187.Superseded values are not recommended for survey control.
 LB2187
 LB2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2187.See file dsdata.pdf to determine how the superseded data were derived.
 LB2187
 LB2187_MARKER: DS = TRIANGULATION STATION DISK
 LB2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2187_STAMPING: MY AYR 1952
 LB2187_MARK LOGO: CGS
 LB2187_PROJECTION: FLUSH
 LB2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2187+STABILITY: SURFACE MOTION
 LB2187
 LB2187  HISTORY     - Date     Condition        Report By
 LB2187  HISTORY     - 1952     MONUMENTED       CGS
 LB2187  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LB2187
 LB2187                          STATION DESCRIPTION
 LB2187
 LB2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2187'STATION IS LOCATED IN THE TOWN OF MT. AYR ON THE GROUNDS OF THE MT.
 LB2187'AYR PUBLIC SCHOOL.  IT IS 72 FEET NORTHWEST OF THE NORTHWEST CORNER
 LB2187'OF THE SCHOOL BUILDING, 62 FEET SOUTHWEST OF THE INTERSECTION OF
 LB2187'TWO PAVED STREETS AND 27 FEET NORTH OF A 24 INCH WALNUT TREE.  THE
 LB2187'MARK IS FLUSH AND THE DISK IS STAMPED MT AYR 1952.
 LB2187'
 LB2187'REFERENCE MARK NO. 1 IS 55 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LB2187'THE SCHOOL BUILDING AND 31 FEET SOUTH OF THE CENTER OF A PAVED
 LB2187'STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT AYR NO 1
 LB2187'1952.
 LB2187'
 LB2187'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTER OF A PAVED
 LB2187'STREET, 28 FEET EAST OF THE CENTER OF A PAVED STREET AND 7 FEET
 LB2187'NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS 12 INCHES AND
 LB2187'THE DISK IS STAMPED MT AYR NO 2 1952.
 LB2187'
 LB2187'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF STATE HIGHWAY 55, 15
 LB2187'FEET EAST OF THE CENTER OF A DRIVEWAY, 3 FEET EAST OF A WHITE
 LB2187'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4
 LB2187'INCHES AND THE DISK IS STAMPED MT AYR 1952.
 LB2187'
 LB2187'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON PAVED STREET
 LB2187'FOR 0.1 MILE TO THE INTERSECTION OF STATE HIGHWAY 55, TURN LEFT AND
 LB2187'GO WEST ON THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE RIGHT AS
 LB2187'DESCRIBED.
 LB2187'
 LB2187'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2187
 LB2187                          STATION RECOVERY (1954)
 LB2187
 LB2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 LB2187'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LB2187'CONDITION.
 LB2187'
 LB2187'DUE TO CONSTRUCTION OF A NEW SCHOOL BUILDING A REQUEST WAS MADE BY
 LB2187'THE JACKSON TOWNSHIP TRUSTEE TO MOVE MT AYR 1952.  THEREFORE MT AYR 2
 LB2187'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  MT AYR 1952 AND
 LB2187'REFERENCE MARKS 1 AND 2 WERE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2186 ***********************************************************************
 LB2186  DESIGNATION -  MT AYR 2
 LB2186  PID         -  LB2186
 LB2186  STATE/COUNTY-  IN/NEWTON
 LB2186  COUNTRY     -  US
 LB2186  USGS QUAD   -  MOUNT AYR (2019)
 LB2186
 LB2186                         *CURRENT SURVEY CONTROL
 LB2186  ______________________________________________________________________
 LB2186* NAD 83(1997) POSITION- 40 57 11.80282(N) 087 18 04.60000(W)   NO CHECK
 LB2186* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2186  ______________________________________________________________________
 LB2186  GEOID HEIGHT    -        -33.359 (meters)                     GEOID18
 LB2186  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 LB2186  HORZ ORDER      -  THIRD
 LB2186
 LB2186.The horizontal coordinates were established by classical geodetic methods
 LB2186.and adjusted by the National Geodetic Survey in May 1999.
 LB2186
 LB2186.No horizontal observational check was made to the station.
 LB2186
 LB2186.The orthometric height was scaled from a topographic map.
 LB2186
 LB2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2186.GEOID18 height accuracy estimate available here.
 LB2186
 LB2186.Click photographs - Photos may exist for this station.
 LB2186
 LB2186.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2186
 LB2186. The following values were computed from the NAD 83(1997) position.
 LB2186
 LB2186;                    North         East     Units Scale Factor Converg.
 LB2186;SPC IN W     -   633,392.666   881,650.867   MT  0.99997081   -0 08 34.3
 LB2186;SPC IN W     - 2,078,055.77  2,892,549.55   sFT  0.99997081   -0 08 34.3
 LB2186;UTM  16      - 4,533,614.255   474,644.177   MT  0.99960791   -0 11 50.9
 LB2186
 LB2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2186!SPC IN W     -   0.99997152  x   0.99997081  =   0.99994233
 LB2186!UTM  16      -   0.99997152  x   0.99960791  =   0.99957944
 LB2186
 LB2186:                Primary Azimuth Mark                     Grid Az
 LB2186:SPC IN W     -  MT AYR AZ MK                             283 34 45.6
 LB2186:UTM  16      -  MT AYR AZ MK                             283 38 02.2
 LB2186
 LB2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7464433614(NAD 83)
 LB2186
 LB2186|---------------------------------------------------------------------|
 LB2186| PID    Reference Object                     Distance      Geod. Az  |
 LB2186|                                                           dddmmss.s |
 LB2186| LB2187 MT AYR                              102.452 METERS 10326     |
 LB2186| CM3208 MT AYR 2 RM 3                        38.160 METERS 11642     |
 LB2186| CM3209 MT AYR 2 RM 4                        38.240 METERS 26946     |
 LB2186| CM3205 MT AYR AZ MK                                       2832611.3 |
 LB2186|---------------------------------------------------------------------|
 LB2186
 LB2186                          SUPERSEDED SURVEY CONTROL
 LB2186
 LB2186  NAD 83(1986)-  40 57 11.80790(N)    087 18 04.60817(W) AD(       ) 3
 LB2186  NAD 27      -  40 57 11.67720(N)    087 18 04.51670(W) AD(       ) 3
 LB2186
 LB2186.Superseded values are not recommended for survey control.
 LB2186
 LB2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2186.See file dsdata.pdf to determine how the superseded data were derived.
 LB2186
 LB2186_MARKER: DS = TRIANGULATION STATION DISK
 LB2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2186_STAMPING: MT AYR 2 1954
 LB2186_MARK LOGO: CGS
 LB2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2186+STABILITY: SURFACE MOTION
 LB2186
 LB2186  HISTORY     - Date     Condition        Report By
 LB2186  HISTORY     - 1954     MONUMENTED       CGS
 LB2186
 LB2186                          STATION DESCRIPTION
 LB2186
 LB2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 LB2186'STATION IS LOCATED IN THE NORTHWEST EDGE OF THE VILLAGE OF MT AYR,
 LB2186'AND ABOUT 100 YARDS WEST OF THE NORTHWEST EDGE OF THE PUBLIC SCHOOL
 LB2186'GROUNDS.  STATION IS 31 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 LB2186'ROAD, 55-1/2 FEET WEST OF A 48 INCH TREE, AND 62 FEET
 LB2186'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE.  THE MARK PROJECTS
 LB2186'3 INCHES AND THE DISK IS STAMPED MT AYR 2 1954.
 LB2186'
 LB2186'REFERENCE MARK NO. 3 IS 26 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LB2186'OF ROAD, 5-1/2 FEET NORTHEAST OF FENCELINE, AND 1 FOOT NORTHWEST OF
 LB2186'A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LB2186'STAMPED MT AYR 2 NO 3 1954.
 LB2186'
 LB2186'REFERENCE MARK NO. 4 IS 69 FEET NORTHWEST OF INTERSECTION, 22 FEET
 LB2186'WEST OF TRACK ROAD, AND 1 FOOT EAST OF FENCELINE.  THE MARK PROJECTS
 LB2186'2 INCHES AND THE DISK IS STAMPED MT AYR 2 NO 4 1954.
 LB2186'
 LB2186'A TRAVERSE CONNECTION WAS MADE FROM MT AYR 2 TO MT AYR 1952 AND THE
 LB2186'DISTANCE IS SHOWN ABOVE.
 LB2186'
 LB2186'AZIMUTH MARK IS 29 FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 LB2186'HIGHWAY NO. 55, 15 FEET EAST OF A DRIVEWAY, AND 3 FEET EAST OF A
 LB2186'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2186'MT AYR 1952.
 LB2186'
 LB2186'TO REACH FROM THE NORTHWEST CORNER OF SCHOOL GROUNDS IN MT. AYR, GO
 LB2186'WEST ON GRAVEL ROAD FOR 100 YARDS TO STATION ON RIGHT (NORTH) SIDE
 LB2186'OF ROAD AS DESCRIBED.
 LB2186'
 LB2186'TO REACH AZIMUTH MARK FROM NORTHWEST EDGE OF SCHOOL GROUNDS GO NORTH
 LB2186'ON PAVED ROAD FOR 0.1 MILE TO STATE HIGHWAY NO. 55.  TURN LEFT AND
 LB2186'GO WEST FOR 0.6 MILE TO MARK ON RIGHT (NORTH) SIDE OF HIGHWAY AS
 LB2186'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8499 ***********************************************************************
 AE8499  CBN         -  This is a Cooperative Base Network Control Station.
 AE8499  PACS        -  This is a Primary Airport Control Station.
 AE8499  DESIGNATION -  MT COMFORT
 AE8499  PID         -  AE8499
 AE8499  STATE/COUNTY-  IN/HANCOCK
 AE8499  COUNTRY     -  US
 AE8499  USGS QUAD   -  CUMBERLAND (2019)
 AE8499
 AE8499                         *CURRENT SURVEY CONTROL
 AE8499  ______________________________________________________________________
 AE8499* NAD 83(2011) POSITION- 39 50 34.02715(N) 085 54 53.50674(W)   ADJUSTED
 AE8499* NAD 83(2011) ELLIP HT-   225.827 (meters)        (06/27/12)   ADJUSTED
 AE8499* NAD 83(2011) EPOCH   -  2010.00
 AE8499* NAVD 88 ORTHO HEIGHT -   259.77  (meters)      852.3   (feet) GPS OBS
 AE8499  ______________________________________________________________________
 AE8499  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AE8499  GEOID HEIGHT    -        -33.933 (meters)                     GEOID09
 AE8499  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 AE8499  NAD 83(2011) X  -    349,360.498 (meters)                     COMP
 AE8499  NAD 83(2011) Y  - -4,891,623.334 (meters)                     COMP
 AE8499  NAD 83(2011) Z  -  4,064,742.778 (meters)                     COMP
 AE8499  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 AE8499
 AE8499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8499  Standards:
 AE8499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8499  -------------------------------------------------------------------
 AE8499  NETWORK    0.29   0.73           0.13   0.10   0.37     -0.00070156
 AE8499  -------------------------------------------------------------------
 AE8499  Click here for local accuracies and other accuracy information.
 AE8499
 AE8499.This mark is at Indianapolis Mt Comfort Airport (MQJ)
 AE8499
 AE8499.The horizontal coordinates were established by GPS observations
 AE8499.and adjusted by the National Geodetic Survey in June 2012.
 AE8499
 AE8499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8499.been affixed to the stable North American tectonic plate. See 
 AE8499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8499
 AE8499.The horizontal coordinates are valid at the epoch date displayed above
 AE8499.which is a decimal equivalence of Year/Month/Day.
 AE8499
 AE8499.The orthometric height was determined by GPS observations and a
 AE8499.high-resolution geoid model.
 AE8499
 AE8499.GPS derived orthometric heights for airport stations designated as
 AE8499.PACS or SACS are published to 2 decimal places.  This maintains
 AE8499.centimeter relative accuracy between the PACS and SACS.  It does
 AE8499.not indicate centimeter accuracy relative to other marks which are
 AE8499.part of the published vertical control network.
 AE8499
 AE8499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8499.GEOID18 height accuracy estimate available here.
 AE8499
 AE8499.Click photographs - Photos may exist for this station.
 AE8499
 AE8499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8499
 AE8499.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8499
 AE8499.The ellipsoidal height was determined by GPS observations
 AE8499.and is referenced to NAD 83.
 AE8499
 AE8499. The following values were computed from the NAD 83(2011) position.
 AE8499
 AE8499;                    North         East     Units Scale Factor Converg.
 AE8499;SPC IN E     -   510,091.659    78,757.729   MT  0.99997222   -0 09 32.5
 AE8499;SPC IN E     - 1,673,525.72    258,390.98   sFT  0.99997222   -0 09 32.5
 AE8499;UTM  16      - 4,410,871.463   592,840.051   MT  0.99970611   +0 41 43.0
 AE8499
 AE8499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8499!SPC IN E     -   0.99996457  x   0.99997222  =   0.99993679
 AE8499!UTM  16      -   0.99996457  x   0.99970611  =   0.99967069
 AE8499
 AE8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9284010871(NAD 83)
 AE8499
 AE8499                          SUPERSEDED SURVEY CONTROL
 AE8499
 AE8499  NAD 83(2007)-  39 50 34.02722(N)    085 54 53.50782(W) AD(2002.00) 0
 AE8499  ELLIP H (02/10/07)  225.840  (m)                       GP(2002.00)    
 AE8499  NAD 83(1997)-  39 50 34.02741(N)    085 54 53.50775(W) AD(       ) B
 AE8499  ELLIP H (04/10/98)  225.858  (m)                       GP(       ) 4 1
 AE8499  NAVD 88 (04/10/98)  259.76   (m)  GEOID96  model used  GPS OBS        
 AE8499
 AE8499.Superseded values are not recommended for survey control.
 AE8499
 AE8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8499.See file dsdata.pdf to determine how the superseded data were derived.
 AE8499
 AE8499_MARKER: DB = BENCH MARK DISK
 AE8499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8499_STAMPING: IAA-1-MC
 AE8499_MARK LOGO: IAA
 AE8499_PROJECTION: PROJECTING 10 CENTIMETERS
 AE8499_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE8499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8499+STABILITY: SURFACE MOTION
 AE8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8499+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 AE8499
 AE8499  HISTORY     - Date     Condition        Report By
 AE8499  HISTORY     - UNK      MONUMENTED       IAA
 AE8499  HISTORY     - 19970819 GOOD             SEC
 AE8499  HISTORY     - 20010507 GOOD             JCLS
 AE8499  HISTORY     - 20070925 GOOD             INDNR
 AE8499  HISTORY     - 20090526 GOOD             WOOLPT
 AE8499  HISTORY     - 20101022 GOOD             NGS
 AE8499  HISTORY     - 20150909 GOOD             WOOLPT
 AE8499
 AE8499                          STATION DESCRIPTION
 AE8499
 AE8499'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8499'LOCATED ON THE NORTHEAST SIDE OF INDIANAPOLIS, AT THE MOUNT COMFORT
 AE8499'AIRPORT, IN SECTION 7, TOWNSHIP 16 NORTH, RANGE 6 EAST.  TO REACH GO
 AE8499'1.5 MILES (2.4 KM) NORTH ALONG MOUNT COMFORT ROAD FROM ITS
 AE8499'INTERSECTION WITH INTERSTATE HIGHWAY 70 TO THE ENTRANCE OF THE MOUNT
 AE8499'COMFORT AIRPORT.  LOCATED 155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF
 AE8499'THE AIRPORT MAIN ENTRANCE, 123 FEET (37.5 M) EAST OF THE CENTERLINE OF
 AE8499'MOUNT COMFORT ROAD, 65 FEET (19.8 M) NORTHEAST OF A 4 INCH CONCRETE
 AE8499'RIGHT-OF-WAY MARKER, 15 FEET (4.6 M) NORTHWEST OF A 6 FOOT (1.8 M)
 AE8499'HIGH CHAIN LINK FENCE CORNER POST, 2 FEET (0.6 M) NORTHEAST OF A METAL
 AE8499'WITNESS SIGN POST, PROJECTING 0.3 FEET (9.1 CM) ABOVE GROUND AND ABOUT
 AE8499'LEVEL WITH SURFACE OF MOUNT COMFORT ROAD. CONTACT DAVID COOK, MANAGER,
 AE8499'RELIEVER AIRPORTS AT THE MAINTENANCE BUILDING, PHONE 317-335-2130.
 AE8499
 AE8499                          STATION RECOVERY (2001)
 AE8499
 AE8499'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AE8499'RECOVERED IN GOOD CONDITION.
 AE8499
 AE8499                          STATION RECOVERY (2007)
 AE8499
 AE8499'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 AE8499'RECOVERED IN GOOD CONDITION.
 AE8499
 AE8499                          STATION RECOVERY (2009)
 AE8499
 AE8499'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 AE8499'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN FAIR CONDITION.
 AE8499'THE DISK SURFACE HAS EVIDENCE OF BEING SCRAPED.
 AE8499'
 AE8499'NOTE-UPDATES TO THIS DESCRIPTION IS AS FOLLOWS, AIRPORT
 AE8499'OWNERSHIP-INDIANAPOLIS AIRPORT AUTHORITY, 7800 COL. H. WEIR COOK
 AE8499'MEMORIAL DR, INDIANAPOLIS, IN 46241. PHONE 317.487.5024. PLEASE CALL
 AE8499'48 HOURS IN ADVANCE TO GAIN ACCESS TO THE CONTROL MARK.
 AE8499'
 AE8499'NOTE2-THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AE8499'STATION.
 AE8499
 AE8499                          STATION RECOVERY (2010)
 AE8499
 AE8499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010
 AE8499'RECOVERED AS DESCRIBED
 AE8499
 AE8499                          STATION RECOVERY (2015)
 AE8499
 AE8499'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 AE8499'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF FISHERS,
 AE8499'8.7 MI (14.0 KM) WEST-NORTHWEST OF GREENFIELD AND 5.1 MI (8.2 KM)
 AE8499'NORTH-NORTHEAST OF CUMBERLAND, AT THE INDIANAPOLIS REGIONAL AIRPORT.
 AE8499'OWNERSHIP--INDIANAPOLIS AIRPORT AUTHORITY, 7800 COL. H. WEIR COOK
 AE8499'MEMORIAL DRIVE, INDIANAPOLIS, IN 46241.  AIRPORT MANAGER IS MICHAEL
 AE8499'MEDVESCEK, TELEPHONE 317-487-5024.
 AE8499'
 AE8499'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND MOUNT
 AE8499'COMFORT ROAD, TRAVEL NORTH ON MOUNT COMFORT ROAD FOR 1.65 MI (2.7 KM)
 AE8499'TO THE ENTRANCE TO INDIANAPOLIS REGIONAL AIRPORT AND THE STATION ON
 AE8499'THE RIGHT.
 AE8499'
 AE8499'THE MARK IS 181.4 FT (55.3 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 50.2
 AE8499'FT (15.3 M) NORTHEAST OF A TELEPHONE PEDESTAL AND 15.3 FT (4.7 M)
 AE8499'NORTH-NORTHWEST OF A CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2176 ***********************************************************************
 LA2176  DESIGNATION -  MT ETNA 2
 LA2176  PID         -  LA2176
 LA2176  STATE/COUNTY-  IN/HUNTINGTON
 LA2176  COUNTRY     -  US
 LA2176  USGS QUAD   -  ANDREWS (2019)
 LA2176
 LA2176                         *CURRENT SURVEY CONTROL
 LA2176  ______________________________________________________________________
 LA2176* NAD 83(1997) POSITION- 40 46 40.18284(N) 085 33 56.00977(W)   NO CHECK
 LA2176* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LA2176  ______________________________________________________________________
 LA2176  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 LA2176  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LA2176  HORZ ORDER      -  THIRD
 LA2176
 LA2176.The horizontal coordinates were established by classical geodetic methods
 LA2176.and adjusted by the National Geodetic Survey in May 1999.
 LA2176
 LA2176.No horizontal observational check was made to the station.
 LA2176
 LA2176.The orthometric height was scaled from a topographic map.
 LA2176
 LA2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2176.GEOID18 height accuracy estimate available here.
 LA2176
 LA2176.Click photographs - Photos may exist for this station.
 LA2176
 LA2176.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2176
 LA2176. The following values were computed from the NAD 83(1997) position.
 LA2176
 LA2176;                    North         East     Units Scale Factor Converg.
 LA2176;SPC IN E     -   613,891.408   108,534.990   MT  0.99996756   +0 03 57.7
 LA2176;SPC IN E     - 2,014,075.39    356,085.21   sFT  0.99996756   +0 03 57.7
 LA2176;UTM  16      - 4,515,084.147   621,044.807   MT  0.99978034   +0 56 13.2
 LA2176
 LA2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2176!SPC IN E     -   0.99996726  x   0.99996756  =   0.99993482
 LA2176!UTM  16      -   0.99996726  x   0.99978034  =   0.99974761
 LA2176
 LA2176:                Primary Azimuth Mark                     Grid Az
 LA2176:SPC IN E     -  MT ETNA AZ MK                            014 18 42.2
 LA2176:UTM  16      -  MT ETNA AZ MK                            013 26 26.7
 LA2176
 LA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2104415084(NAD 83)
 LA2176
 LA2176|---------------------------------------------------------------------|
 LA2176| PID    Reference Object                     Distance      Geod. Az  |
 LA2176|                                                           dddmmss.s |
 LA2176| CC9009 MT ETNA AZ MK                                      0142239.9 |
 LA2176| CC9012 MT ETNA 2 RM 3                       23.339 METERS 06917     |
 LA2176| CC9013 MT ETNA 2 RM 4                       18.591 METERS 16956     |
 LA2176| LA2177 MT ETNA                              51.631 METERS 22217     |
 LA2176|---------------------------------------------------------------------|
 LA2176
 LA2176                          SUPERSEDED SURVEY CONTROL
 LA2176
 LA2176  NAD 83(1995)-  40 46 40.18438(N)    085 33 56.02041(W) AD(       ) 3
 LA2176  NAD 83(1986)-  40 46 40.18552(N)    085 33 56.02312(W) AD(       ) 3
 LA2176  NAD 27      -  40 46 40.02250(N)    085 33 56.10470(W) AD(       ) 3
 LA2176
 LA2176.Superseded values are not recommended for survey control.
 LA2176
 LA2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2176.See file dsdata.pdf to determine how the superseded data were derived.
 LA2176
 LA2176_MARKER: DS = TRIANGULATION STATION DISK
 LA2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2176_STAMPING: MT ETNA 2 1965
 LA2176_MARK LOGO: CGS
 LA2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2176+STABILITY: SURFACE MOTION
 LA2176
 LA2176  HISTORY     - Date     Condition        Report By
 LA2176  HISTORY     - 1965     MONUMENTED       CGS
 LA2176  HISTORY     - 1965     GOOD             CGS
 LA2176
 LA2176                          STATION DESCRIPTION
 LA2176
 LA2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LA2176'THE STATION IS ABOUT 8 MILES SOUTHWEST OF HUNTINGTON AND 2.5 MILES
 LA2176'NORTH OF MT ETNA AND
 LA2176'JUST OUTSIDE OF THE EAST RIGHT OF WAY OF STATE HIGHWAY 9 AND 37.  IT
 LA2176'IS TO THE EAST OF THE
 LA2176'INTERSECTION OF A SIDE ROAD LEADING WEST, 78.5 FEET WEST OF A
 LA2176'POWER POLE WITH A SMALL TRANSFORMER
 LA2176'AND 2.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 LA2176'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LA2176'MT ETNA 2 1965.
 LA2176'
 LA2176'R.M. NO. 3 IS 3 FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET WEST OF A
 LA2176'POWER LINE POLE WITH SMALL
 LA2176'TRANSFORMER AND ON LINE WITH THE EXTENDED CENTERLINE OF A ROAD
 LA2176'LEADING WEST.  THE MARK PROJECTS 3
 LA2176'INCHES AND THE DISK IS STAMPED MT ETNA 2 NO 3 1965.
 LA2176'
 LA2176'R.M. NO. 4 IS 85 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE
 LA2176'EAST-WEST ROAD AND 1 FOOT
 LA2176'WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LA2176'MT ETNA 2 NO 4 1965.
 LA2176'
 LA2176'THE AZIMUTH MARK IS ON THE WEST EDGE OF THE RIGHT OF WAY OF THE
 LA2176'HIGHWAY, 5 FEET SOUTH OF
 LA2176'TELEPHONE POLE NO. 3887, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A
 LA2176'METAL WITNESS POST.  THE MARK
 LA2176'PROJECTS 8 INCHES AND THE DISK IS STAMPED MT ETNA 1948.
 LA2176'
 LA2176'TO REACH THE STATION FROM MT ETNA, FROM THE JUNCTION OF STATE
 LA2176'HIGHWAYS 9, 37 AND 124, GO
 LA2176'NORTH ON ROUTE 9 AND 37 FOR 2.5 MILES TO THE STATION ON THE RIGHT AS
 LA2176'DESCRIBED.  CONTINUE NORTH FOR 0.25
 LA2176'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2176
 LA2176                          STATION RECOVERY (1965)
 LA2176
 LA2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LA2176'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 LA2176'A REQUEST WAS
 LA2176'RECEIVED TO MOVE THE AZIMUTH MARK AS PLANS FOR THE
 LA2176'NEW HIGHWAY WAS CHANGED AFTER
 LA2176'THE STATION WAS ESTABLISHED.
 LA2176'
 LA2176'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ON THE WEST
 LA2176'EDGE OF THE
 LA2176'HIGHWAY RIGHT OF WAY, 45 FEET EAST OF THE CENTERLINE OF A
 LA2176'ROAD LEADING NORTH, 29 FEET
 LA2176'EAST OF A POWERLINE POLE AND 1.5 FEET SOUTH
 LA2176'OF A METAL WITNESS POST.  THE MARK PROJECTS 4
 LA2176'INCHES AND THE DISK IS
 LA2176'STAMPED MT ETNA 2 1965.
 LA2176'
 LA2176'THE ORIGINAL DESCRIPTION TO REACH THIS STATION IS ADEQUATE FOR
 LA2176'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2059 ***********************************************************************
 HZ2059  DESIGNATION -  MT PLEASANT
 HZ2059  PID         -  HZ2059
 HZ2059  STATE/COUNTY-  IN/JEFFERSON
 HZ2059  COUNTRY     -  US
 HZ2059  USGS QUAD   -  CANAAN (2019)
 HZ2059
 HZ2059                         *CURRENT SURVEY CONTROL
 HZ2059  ______________________________________________________________________
 HZ2059* NAD 83(1997) POSITION- 38 50 18.19645(N) 085 16 55.62741(W)   ADJUSTED
 HZ2059* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 HZ2059  ______________________________________________________________________
 HZ2059  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 HZ2059  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 HZ2059  HORZ ORDER      -  THIRD
 HZ2059
 HZ2059.The horizontal coordinates were established by classical geodetic methods
 HZ2059.and adjusted by the National Geodetic Survey in May 1999.
 HZ2059
 HZ2059.The orthometric height was scaled from a topographic map.
 HZ2059
 HZ2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2059.GEOID18 height accuracy estimate available here.
 HZ2059
 HZ2059.Click photographs - Photos may exist for this station.
 HZ2059
 HZ2059.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2059
 HZ2059. The following values were computed from the NAD 83(1997) position.
 HZ2059
 HZ2059;                    North         East     Units Scale Factor Converg.
 HZ2059;SPC IN E     -   398,625.958   133,386.594   MT  0.99998039   +0 14 28.2
 HZ2059;SPC IN E     - 1,307,825.33    437,619.18   sFT  0.99998039   +0 14 28.2
 HZ2059;SPC KY1Z     - 1,278,133.684 1,540,624.608   MT  1.00004592   +0 17 14.1
 HZ2059;SPC KY1Z     - 4,193,343.59  5,054,532.57   sFT  1.00004592   +0 17 14.1
 HZ2059;SPC KY N     -   149,062.435   410,391.629   MT  0.99998301   -0 38 31.4
 HZ2059;SPC KY N     -   489,049.01  1,346,426.54   sFT  0.99998301   -0 38 31.4
 HZ2059;UTM  16      - 4,300,244.527   649,096.974   MT  0.99987374   +1 04 39.1
 HZ2059
 HZ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2059!SPC IN E     -   0.99996048  x   0.99998039  =   0.99994087
 HZ2059!SPC KY1Z     -   0.99996048  x   1.00004592  =   1.00000640
 HZ2059!SPC KY N     -   0.99996048  x   0.99998301  =   0.99994349
 HZ2059!UTM  16      -   0.99996048  x   0.99987374  =   0.99983423
 HZ2059
 HZ2059:                Primary Azimuth Mark                     Grid Az
 HZ2059:SPC IN E     -  MCCLURE                                  212 54 14.7
 HZ2059:SPC KY1Z     -  MCCLURE                                  212 51 28.8
 HZ2059:SPC KY N     -  MCCLURE                                  213 47 14.3
 HZ2059:UTM  16      -  MCCLURE                                  212 04 03.8
 HZ2059
 HZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4909600244(NAD 83)
 HZ2059
 HZ2059|---------------------------------------------------------------------|
 HZ2059| PID    Reference Object                     Distance      Geod. Az  |
 HZ2059|                                                           dddmmss.s |
 HZ2059| CG9051 MT PLEASANT RM 2                     12.109 METERS 18934     |
 HZ2059| HZ2058 MCCLURE                             APPROX.10.5 KM 2130842.9 |
 HZ2059| CG9049 MT PLEASANT AZ MK                                  2443032.5 |
 HZ2059| CG9050 MT PLEASANT RM 1                     10.975 METERS 35245     |
 HZ2059|---------------------------------------------------------------------|
 HZ2059
 HZ2059                          SUPERSEDED SURVEY CONTROL
 HZ2059
 HZ2059  NAD 83(1995)-  38 50 18.19511(N)    085 16 55.62746(W) AD(       ) 3
 HZ2059  NAD 83(1993)-  38 50 18.19553(N)    085 16 55.62838(W) AD(       ) 3
 HZ2059  NAD 83(1986)-  38 50 18.19594(N)    085 16 55.63486(W) AD(       ) 3
 HZ2059  NAD 27      -  38 50 17.98000(N)    085 16 55.80300(W) AD(       ) 3
 HZ2059
 HZ2059.Superseded values are not recommended for survey control.
 HZ2059
 HZ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2059.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2059
 HZ2059_MARKER: DS = TRIANGULATION STATION DISK
 HZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2059_STAMPING: MT PLEASANT 1947
 HZ2059_MARK LOGO: CGS
 HZ2059_PROJECTION: RECESSED 25 CENTIMETERS
 HZ2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2059+STABILITY: SURFACE MOTION
 HZ2059
 HZ2059  HISTORY     - Date     Condition        Report By
 HZ2059  HISTORY     - 1947     MONUMENTED       CGS
 HZ2059
 HZ2059                          STATION DESCRIPTION
 HZ2059
 HZ2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2059'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MADISON ON
 HZ2059'PROPERTY OWNED BY MR. HUBERT BUCHANAN. IT IS 72 FEET SOUTHEAST
 HZ2059'OF A FENCE CORNER, 47 FEET NORTH OF A POWER POLE, 23 FEET EAST OF THE
 HZ2059'CENTER LINE OF A BLACKTOP ROAD, AND 7 FEET EAST OF A WITNESS POST.
 HZ2059'THE MARK IS 10 INCHES UNDERGROUND, AND THE DISK IS STAMPED MT
 HZ2059'PLEASANT 1947.
 HZ2059'
 HZ2059'REFERENCE MARK NO. 1 IS 36.01 FEET NORTH-NORTHWEST OF THE STATION, 41
 HZ2059'FEET EAST-SOUTHEAST OF A FENCE CORNER, AND 19 FEET EAST OF A
 HZ2059'BLACKTOP ROAD. THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED MT
 HZ2059'PLEASANT RM 1 1947.
 HZ2059'
 HZ2059'REFERENCE MARK NO. 2 IS 39.72 FEET SOUTH-SOUTHWEST OF THE STATION, 34
 HZ2059'FEET NORTH OF A POWER POLE, AND 18 FEET EAST OF THE CENTERLINE OF
 HZ2059'A BLACKTOP ROAD. THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 HZ2059'MT PLEASANT RM 2 1947.
 HZ2059'
 HZ2059'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION, 16 FEET NORTH
 HZ2059'OF THE CENTER LINE OF A GRAVEL ROAD, 3 FEET NORTHEAST OF A
 HZ2059'POWER POLE, AND 2 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 5
 HZ2059'INCHES, AND THE DISK IS STAMPED MT PLEASANT 1947.
 HZ2059'
 HZ2059'TO REACH THE STATION FROM THE ST. ANTHONYS CATHOLIC CHURCH IN CHINA,
 HZ2059'GO SOUTH ON STATE ROUTE 62 FOR 0.05 MILE TO A T-ROAD, TURN LEFT
 HZ2059'HERE AND GO 1.2 MILES ON A BLACKTOP ROAD TO A T-ROAD, THIS IS JUST
 HZ2059'BEFORE COMING TO A CONCRETE BRIDGE ON THE BLACKTOP ROAD, TURN
 HZ2059'LEFT HERE ON A GRAVEL ROAD AND GO 2.9 MILES TO THE AZIMUTH MARK ON
 HZ2059'THE LEFT, CONTINUE ON THE GRAVEL ROAD FOR 0.15 MILE TO A
 HZ2059'CROSSROAD, TURN LEFT ON A BLACKTOP ROAD AND GO 0.1 MILE TO THE
 HZ2059'STATION ON THE RIGHT.
 HZ2059'
 HZ2059'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1772 ***********************************************************************
 JA1772  DESIGNATION -  MT PLEASANT
 JA1772  PID         -  JA1772
 JA1772  STATE/COUNTY-  IN/PERRY
 JA1772  COUNTRY     -  US
 JA1772  USGS QUAD   -  BEECHWOOD (2019)
 JA1772
 JA1772                         *CURRENT SURVEY CONTROL
 JA1772  ______________________________________________________________________
 JA1772* NAD 83(1997) POSITION- 38 07 41.23232(N) 086 27 47.37710(W)   ADJUSTED
 JA1772* NAVD 88 ORTHO HEIGHT -   266.47  (+/-2cm)      874.2   (feet) VERTCON3
 JA1772  ______________________________________________________________________
 JA1772  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 JA1772  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 JA1772  HORZ ORDER      -  FIRST
 JA1772  VERT ORDER      -  THIRD ? (See Below)
 JA1772
 JA1772.The horizontal coordinates were established by classical geodetic methods
 JA1772.and adjusted by the National Geodetic Survey in May 1999.
 JA1772
 JA1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1772
 JA1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1772.GEOID18 height accuracy estimate available here.
 JA1772
 JA1772.The vertical order pertains to the NGVD 29 superseded value.
 JA1772
 JA1772.Click photographs - Photos may exist for this station.
 JA1772
 JA1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1772
 JA1772. The following values were computed from the NAD 83(1997) position.
 JA1772
 JA1772;                    North         East     Units Scale Factor Converg.
 JA1772;SPC IN W     -   319,896.284   954,374.862   MT  1.00000307   +0 22 58.5
 JA1772;SPC IN W     - 1,049,526.39  3,131,144.86   sFT  1.00000307   +0 22 58.5
 JA1772;SPC KY1Z     - 1,199,429.584 1,437,476.460   MT  0.99991456   -0 26 16.3
 JA1772;SPC KY1Z     - 3,935,128.56  4,716,120.69   sFT  0.99991456   -0 26 16.3
 JA1772;SPC KY S     -   699,422.578   437,468.517   MT  1.00004136   -0 25 57.0
 JA1772;SPC KY S     - 2,294,688.91  1,435,261.29   sFT  1.00004136   -0 25 57.0
 JA1772;UTM  16      - 4,220,166.463   547,051.137   MT  0.99962726   +0 19 53.3
 JA1772
 JA1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1772!SPC IN W     -   0.99996336  x   1.00000307  =   0.99996643
 JA1772!SPC KY1Z     -   0.99996336  x   0.99991456  =   0.99987793
 JA1772!SPC KY S     -   0.99996336  x   1.00004136  =   1.00000472
 JA1772!UTM  16      -   0.99996336  x   0.99962726  =   0.99959064
 JA1772
 JA1772:                Primary Azimuth Mark                     Grid Az
 JA1772:SPC IN W     -  HAYES HILL                               105 00 34.6
 JA1772:SPC KY1Z     -  HAYES HILL                               105 49 49.4
 JA1772:SPC KY S     -  HAYES HILL                               105 49 30.1
 JA1772:UTM  16      -  HAYES HILL                               105 03 39.8
 JA1772
 JA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4705120166(NAD 83)
 JA1772
 JA1772|---------------------------------------------------------------------|
 JA1772| PID    Reference Object                     Distance      Geod. Az  |
 JA1772|                                                           dddmmss.s |
 JA1772| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX.13.0 KM 0503624.4 |
 JA1772| CG9047 MT PLEASANT RM 1                     29.243 METERS 06646     |
 JA1772| JA1749 HAYES HILL                          APPROX.23.8 KM 1052333.1 |
 JA1772| CG9048 MT PLEASANT RM 2                     33.168 METERS 21256     |
 JA1772| CG9046 MT PLEASANT AZ MK                                  2401648.4 |
 JA1772| JA1773 MT PLEASANT BUZZARDS ROOST LOT      260.687 METERS 24609     |
 JA1772|---------------------------------------------------------------------|
 JA1772
 JA1772                          SUPERSEDED SURVEY CONTROL
 JA1772
 JA1772  NAD 83(1993)-  38 07 41.23418(N)    086 27 47.37848(W) AD(       ) 1
 JA1772  NAD 83(1986)-  38 07 41.23873(N)    086 27 47.38222(W) AD(       ) 1
 JA1772  NAD 27      -  38 07 41.00800(N)    086 27 47.46600(W) AD(       ) 1
 JA1772  NGVD 29             266.58   (m)          874.6    (f) LEVELING    3  
 JA1772
 JA1772.Superseded values are not recommended for survey control.
 JA1772
 JA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1772.See file dsdata.pdf to determine how the superseded data were derived.
 JA1772
 JA1772_MARKER: DS = TRIANGULATION STATION DISK
 JA1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1772_STAMPING: MT PLEASANT 1946
 JA1772_MARK LOGO: CGS
 JA1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1772+STABILITY: SURFACE MOTION
 JA1772
 JA1772  HISTORY     - Date     Condition        Report By
 JA1772  HISTORY     - 1946     MONUMENTED       CGS
 JA1772  HISTORY     - 1947     GOOD             CGS
 JA1772  HISTORY     - 1950     GOOD             CGS
 JA1772  HISTORY     - 1976     GOOD             NGS
 JA1772  HISTORY     - 20130808 GOOD             GEOCAC
 JA1772
 JA1772                          STATION DESCRIPTION
 JA1772
 JA1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1772'STATION IS LOCATED ABOUT 7 MILES SOUTH OF SULPHUR, ON A HIGH
 JA1772'TIMBERED BLUFF OVERLOOKING THE OHIO RIVER, AND ON LAND OWNED BY
 JA1772'U.S. FOREST SERVICE, 0.15 MILE NORTHEAST OF BUZZARD ROOST LOOKOUT
 JA1772'TOWER.  IT IS 28 FEET NORTH OF A TRIANGULAR BLAZE ON A 14 INCH OAK
 JA1772'TREE, 18.5 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD AND 6
 JA1772'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 JA1772'4 INCHES AND THE DISK IS STAMPED MT PLEASANT 1946.
 JA1772'
 JA1772'REFERENCE MARK NO. 1 IS 95.94 FEET NORTHEAST OF THE STATION.  IT IS
 JA1772'15 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK
 JA1772'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT PLEASANT NO 1
 JA1772'1946.
 JA1772'
 JA1772'REFERENCE MARK NO. 2 IS 108.79 FEET SOUTHWEST OF THE STATION.  IT IS
 JA1772'15 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK
 JA1772'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT PLEASANT NO 2
 JA1772'1946.
 JA1772'
 JA1772'AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION NEAR BUZZARDS
 JA1772'ROOST LOOKOUT TOWER.  IT IS 84 FEET WEST OF THE NORTHEAST LEG OF THE
 JA1772'TOWER, 12 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD.
 JA1772'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1772'MT PLEASANT 1946.
 JA1772'
 JA1772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 66 IN
 JA1772'SULPHUR, GO SOUTH ON HIGHWAY 66 FOR 6.2 MILES TO A T-ROAD LEFT AND
 JA1772'SIGN BUZZARDS ROOST L.O. TOWER ON THE RIGHT, TURN LEFT AND GO 1.9
 JA1772'MILES TO A FORK, TAKE RIGHT FORK AND GO 1.5 MILES TO A T-ROAD
 JA1772'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON THE
 JA1772'RIGHT.  CONTINUE 0.15 MILE TO THE LOOKOUT TOWER ON THE RIGHT AND
 JA1772'THE STATION ON THE LEFT.
 JA1772'
 JA1772'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1772
 JA1772                          STATION RECOVERY (1947)
 JA1772
 JA1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1772'THE STATION WAS RECOVERED AS DESCRIBED BY W.J.C. IN 1946 WITH THE
 JA1772'EXCEPTION OF THE DIRECTION TO THE AZIMUTH MARK.  THE 1947 DIRECTION
 JA1772'TO THE AZIMUTH MARK WAS CHECKED ON TWO DIFFERENT NIGHTS
 JA1772'OBSERVATIONS.  ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 JA1772'DESCRIPTION FOLLOWS.
 JA1772'
 JA1772'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE VILLAGE OF SULPHUR,
 JA1772'ON A HIGH TIMBERED RIDGE OVERLOOKING THE OHIO RIVER TO THE SOUTH.
 JA1772'IT IS 0.15 MILE NORTHEAST OF THE BUZZARDS ROOST LOOKOUT TOWER, 28
 JA1772'FEET NORTH OF A TRIANGULARLY BLAZED 14-INCH OAK TREE, 18 FEET
 JA1772'NORTH OF THE APPROXIMATE CENTERLINE OF A WOODS ROAD, AND 6 FEET
 JA1772'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 JA1772'DISK IS STAMPED MT PLEASANT 1946.
 JA1772'
 JA1772'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JA1772'BRONZE DISKS SET IN CONCRETE.
 JA1772'
 JA1772'REFERENCE MARK NO. 1 IS 29.243 METERS (95.94 FEET) NORTHEAST OF THE
 JA1772'STATION, AND 15 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A
 JA1772'WOODS ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED MT
 JA1772'PLEASANT NO 1 1946.
 JA1772'
 JA1772'REFERENCE MARK NO. 2 IS 33.159 METERS (108.79 FEET) SOUTHWEST OF THE
 JA1772'STATION, AND 15 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A
 JA1772'WOODS ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 JA1772'MT PLEASANT NO 2 1946.
 JA1772'
 JA1772'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION, 84 FEET SOUTH
 JA1772'OF THE SOUTHEAST LEG OF THE BUZZARDS ROOST LOOKOUT TOWER, 12 FEET
 JA1772'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A WOODS ROAD, AND 2 FEET
 JA1772'EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 JA1772'IS STAMPED MT PLEASANT 1946.
 JA1772
 JA1772                          STATION RECOVERY (1950)
 JA1772
 JA1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1772'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JA1772'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK WITH THE
 JA1772'1946 OBSERVATIONS BUT THE 1947 DIRECTION CHECKED.
 JA1772'ALL OTHER DISTANCES AND DIRECTIONS CHECKED.
 JA1772'
 JA1772'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA1772
 JA1772                          STATION RECOVERY (1976)
 JA1772
 JA1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JA1772'THE STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JA1772'CONDITION.  THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND.  THE MARK
 JA1772'WAS DESTROYED AND THE DISK SALVAGED.  THERE WAS NO PLACE TO SET A
 JA1772'NEW AZIMUTH MARK AS THE SITE IS SURROUNDED BY TREES.  THE
 JA1772'DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 JA1772'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 2 WAS FOUND TO BE
 JA1772'0.03 FOOT LONGER THAN THE 1947 DISTANCE.
 JA1772'
 JA1772'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE
 JA1772'EXCEPTION OF WITNESS POSTS AT THE STATION AND REFERENCE MARK 1.
 JA1772'
 JA1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH
 JA1772'OF SULPHER.
 JA1772'
 JA1772'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA1772
 JA1772                          STATION RECOVERY (2013)
 JA1772
 JA1772'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1772'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1773 ***********************************************************************
 JA1773  DESIGNATION -  MT PLEASANT BUZZARDS ROOST LOT
 JA1773  PID         -  JA1773
 JA1773  STATE/COUNTY-  IN/PERRY
 JA1773  COUNTRY     -  US
 JA1773  USGS QUAD   -  BEECHWOOD (2019)
 JA1773
 JA1773                         *CURRENT SURVEY CONTROL
 JA1773  ______________________________________________________________________
 JA1773* NAD 83(1997) POSITION- 38 07 37.81268(N) 086 27 57.16596(W)   ADJUSTED
 JA1773  ______________________________________________________________________
 JA1773  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JA1773  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 JA1773  HORZ ORDER      -  THIRD
 JA1773
 JA1773.The horizontal coordinates were established by classical geodetic methods
 JA1773.and adjusted by the National Geodetic Survey in May 1999.
 JA1773
 JA1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1773.GEOID18 height accuracy estimate available here.
 JA1773
 JA1773.Click photographs - Photos may exist for this station.
 JA1773
 JA1773.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1773
 JA1773. The following values were computed from the NAD 83(1997) position.
 JA1773
 JA1773;                    North         East     Units Scale Factor Converg.
 JA1773;SPC IN W     -   319,789.259   954,137.156   MT  1.00000275   +0 22 52.4
 JA1773;SPC IN W     - 1,049,175.26  3,130,364.99   sFT  1.00000275   +0 22 52.4
 JA1773;UTM  16      - 4,220,059.691   546,813.425   MT  0.99962699   +0 19 47.2
 JA1773
 JA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4681320059(NAD 83)
 JA1773
 JA1773                          SUPERSEDED SURVEY CONTROL
 JA1773
 JA1773  NAD 83(1993)-  38 07 37.81456(N)    086 27 57.16732(W) AD(       ) 3
 JA1773  NAD 83(1986)-  38 07 37.81922(N)    086 27 57.17092(W) AD(       ) 3
 JA1773  NAD 27      -  38 07 37.58500(N)    086 27 57.26500(W) AD(       ) 3
 JA1773
 JA1773.Superseded values are not recommended for survey control.
 JA1773
 JA1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1773.See file dsdata.pdf to determine how the superseded data were derived.
 JA1773
 JA1773_MARKER: 57 = LOOKOUT TOWER
 JA1773
 JA1773  HISTORY     - Date     Condition        Report By
 JA1773  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1773
 JA1773                          STATION DESCRIPTION
 JA1773
 JA1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1773'THIS IS AN INTERSECTION STATION.
 JA1773'
 JA1773'THE STATION IS THE APEX OF THE LOOKOUT TOWER ROOF.  THE TOWER IS
 JA1773'LOCATED ABOUT 7 MILES SOUTH OF SULPHUR, ON A HIGH TIMBERED BLUFF
 JA1773'OVERLOOKING THE OHIO RIVER.  THE TOWER IS OF FOUR LEG STEEL
 JA1773'CONSTRUCTION AND IS ABOUT 110 FEET HIGH.
 JA1773'
 JA1773'TO REACH FROM SULPHUR AT THE JUNCTION OF STATE HIGHWAYS 62 AND 66,
 JA1773'GO SOUTH ON HIGHWAY 66 FOR 6.2 MILES TO A SIDE ROAD LEFT AND SIGN
 JA1773'BUZZARDS ROOST LOOKOUT TOWER ON THE RIGHT TURN LEFT AND GO 1.9
 JA1773'MILES TO A FORK, TAKE RIGHT FORK AND GO 1.5 MILES TO A SIDE ROAD,
 JA1773'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE LOOKOUT TOWER ON
 JA1773'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2082 ***********************************************************************
 LA2082  DESIGNATION -  MT SUMMIT MUN TANK
 LA2082  PID         -  LA2082
 LA2082  STATE/COUNTY-  IN/HENRY
 LA2082  COUNTRY     -  US
 LA2082  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2082
 LA2082                         *CURRENT SURVEY CONTROL
 LA2082  ______________________________________________________________________
 LA2082* NAD 83(1997) POSITION- 40 00 13.89125(N) 085 23 28.59444(W)   ADJUSTED
 LA2082  ______________________________________________________________________
 LA2082  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 LA2082  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 LA2082  HORZ ORDER      -  THIRD
 LA2082
 LA2082.The horizontal coordinates were established by classical geodetic methods
 LA2082.and adjusted by the National Geodetic Survey in May 1999.
 LA2082
 LA2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2082.GEOID18 height accuracy estimate available here.
 LA2082
 LA2082.Click photographs - Photos may exist for this station.
 LA2082
 LA2082.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2082
 LA2082. The following values were computed from the NAD 83(1997) position.
 LA2082
 LA2082;                    North         East     Units Scale Factor Converg.
 LA2082;SPC IN E     -   527,982.397   123,514.560   MT  0.99997347   +0 10 37.3
 LA2082;SPC IN E     - 1,732,222.25    405,230.69   sFT  0.99997347   +0 10 37.3
 LA2082;UTM  16      - 4,429,424.901   637,315.618   MT  0.99983213   +1 02 03.5
 LA2082
 LA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3731529424(NAD 83)
 LA2082
 LA2082                          SUPERSEDED SURVEY CONTROL
 LA2082
 LA2082  NAD 83(1995)-  40 00 13.89251(N)    085 23 28.60521(W) AD(       ) 3
 LA2082  NAD 83(1986)-  40 00 13.89260(N)    085 23 28.60999(W) AD(       ) 3
 LA2082  NAD 27      -  40 00 13.72650(N)    085 23 28.71773(W) AD(       ) 3
 LA2082
 LA2082.Superseded values are not recommended for survey control.
 LA2082
 LA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2082.See file dsdata.pdf to determine how the superseded data were derived.
 LA2082
 LA2082_MARKER: 53 = ELEVATED TANK
 LA2082
 LA2082  HISTORY     - Date     Condition        Report By
 LA2082  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2082
 LA2082                          STATION DESCRIPTION
 LA2082
 LA2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2082'MT. SUMMIT MUNICIPAL WATER TANK IS LOCATED IN THE VILLAGE OF
 LA2082'MT. SUMMIT, ABOUT 150 FEET SOUTH OF U.S. HIGHWAY 36 AND JUST
 LA2082'SOUTH OF THE FIRE STATION AND POST OFFICE.
 LA2082'
 LA2082'STATION IS THE CAP ATOP THE 4 LEGGED SILVER, STEEL OVAL WATER
 LA2082'TANK.  THE TANK HAS AN OVERALL HEIGHT OF 100 FEET AND HAS THE
 LA2082'LETTERS MT SUMMIT IN BLACK ON ITS EAST AND WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2080 ***********************************************************************
 LA2080  DESIGNATION -  MT SUMMIT SUMMIT PROD CO TANK
 LA2080  PID         -  LA2080
 LA2080  STATE/COUNTY-  IN/HENRY
 LA2080  COUNTRY     -  US
 LA2080  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2080
 LA2080                         *CURRENT SURVEY CONTROL
 LA2080  ______________________________________________________________________
 LA2080* NAD 83(1997) POSITION- 40 00 20.04276(N) 085 23 22.58863(W)   ADJUSTED
 LA2080  ______________________________________________________________________
 LA2080  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 LA2080  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LA2080  HORZ ORDER      -  THIRD
 LA2080
 LA2080.The horizontal coordinates were established by classical geodetic methods
 LA2080.and adjusted by the National Geodetic Survey in May 1999.
 LA2080
 LA2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2080.GEOID18 height accuracy estimate available here.
 LA2080
 LA2080.Click photographs - Photos may exist for this station.
 LA2080
 LA2080.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2080
 LA2080. The following values were computed from the NAD 83(1997) position.
 LA2080
 LA2080;                    North         East     Units Scale Factor Converg.
 LA2080;SPC IN E     -   528,172.564   123,656.418   MT  0.99997355   +0 10 41.2
 LA2080;SPC IN E     - 1,732,846.15    405,696.10   sFT  0.99997355   +0 10 41.2
 LA2080;UTM  16      - 4,429,617.141   637,454.596   MT  0.99983260   +1 02 07.5
 LA2080
 LA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3745429617(NAD 83)
 LA2080
 LA2080                          SUPERSEDED SURVEY CONTROL
 LA2080
 LA2080  NAD 83(1995)-  40 00 20.04460(N)    085 23 22.59698(W) AD(       ) 3
 LA2080  NAD 83(1986)-  40 00 20.04457(N)    085 23 22.60283(W) AD(       ) 3
 LA2080  NAD 27      -  40 00 19.87500(N)    085 23 22.70800(W) AD(       ) 3
 LA2080
 LA2080.Superseded values are not recommended for survey control.
 LA2080
 LA2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2080.See file dsdata.pdf to determine how the superseded data were derived.
 LA2080
 LA2080_MARKER: 53 = ELEVATED TANK
 LA2080
 LA2080  HISTORY     - Date     Condition        Report By
 LA2080  HISTORY     - 1939     FIRST OBSERVED   CGS
 LA2080  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LA2080
 LA2080                          STATION DESCRIPTION
 LA2080
 LA2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2080'A SILVER TANK AT THE SUMMIT PRODUCTS COMPANY IN THE
 LA2080'TOWN OF MT.
 LA2080'SUMMIT, LOCATED ABOUT 400 FEET NORTH OF U.S. HIGHWAY
 LA2080'36 AND 200 FEET WEST OF THE
 LA2080'RAILROAD TRACKS.  IT HAS FOUR SILVER
 LA2080'TRUSSWORK LEGS ABOUT 75 FEET HIGH, A VERTICAL
 LA2080'SECTION ABOUT 25
 LA2080'FEET HIGH IS PAINTED SILVER, WITH SUMMIT PRODUCTS CO. IN BLACK
 LA2080'LETTERS ON
 LA2080'THE SOUTH SIDE, AND HAS A CONICAL TOP WITH A SILVER
 LA2080'BALL AT ITS APEX.  THE TANK
 LA2080'WAS BUILT IN 1925.  TOTAL HEIGHT, 100 FEET.
 LA2080
 LA2080                          STATION RECOVERY (1958)
 LA2080
 LA2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LA2080'TWO TANKS ARE LOCATED AT THIS PLANT, THE SECOND ONE WAS CONSTRUCTED
 LA2080'ABOUT 1950, AND IS THE WEST
 LA2080'AND LARGER OF THE TWO TANKS.
 LA2080'
 LA2080'THE PLANT NAME IS CHANGED, IT IS NOW, BROOKS FOODS INC.  OTHERWISE
 LA2080'THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1083 ***********************************************************************
 HA1083  DESIGNATION -  MT VERNON 3
 HA1083  PID         -  HA1083
 HA1083  STATE/COUNTY-  IN/POSEY
 HA1083  COUNTRY     -  US
 HA1083  USGS QUAD   -  MOUNT VERNON (2019)
 HA1083
 HA1083                         *CURRENT SURVEY CONTROL
 HA1083  ______________________________________________________________________
 HA1083* NAD 83(1997) POSITION- 37 56 13.90144(N) 087 53 29.30813(W)   ADJUSTED
 HA1083* NAVD 88 ORTHO HEIGHT -   126.362 (meters)      414.57  (feet) ADJUSTED
 HA1083  ______________________________________________________________________
 HA1083  GEOID HEIGHT    -        -30.580 (meters)                     GEOID18
 HA1083  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 HA1083  DYNAMIC HEIGHT  -        126.276 (meters)      414.29  (feet) COMP
 HA1083  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 HA1083
 HA1083  HORZ ORDER      -  SECOND
 HA1083  VERT ORDER      -  FIRST     CLASS II
 HA1083
 HA1083.The horizontal coordinates were established by classical geodetic methods
 HA1083.and adjusted by the National Geodetic Survey in May 1999.
 HA1083
 HA1083.The orthometric height was determined by differential leveling and
 HA1083.adjusted by the NATIONAL GEODETIC SURVEY
 HA1083.in June 1991.
 HA1083
 HA1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1083.GEOID18 height accuracy estimate available here.
 HA1083
 HA1083.Click photographs - Photos may exist for this station.
 HA1083
 HA1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1083
 HA1083.The dynamic height is computed by dividing the NAVD 88
 HA1083.geopotential number by the normal gravity value computed on the
 HA1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1083.degrees latitude (g = 980.6199 gals.).
 HA1083
 HA1083.The modeled gravity was interpolated from observed gravity values.
 HA1083
 HA1083. The following values were computed from the NAD 83(1997) position.
 HA1083
 HA1083;                    North         East     Units Scale Factor Converg.
 HA1083;SPC IN W     -   298,831.169   828,960.268   MT  1.00002880   -0 29 48.7
 HA1083;SPC IN W     -   980,415.26  2,719,680.48   sFT  1.00002880   -0 29 48.7
 HA1083;SPC KY1Z     - 1,180,160.087 1,311,783.036   MT  0.99990550   -1 18 53.2
 HA1083;SPC KY1Z     - 3,871,908.55  4,303,741.51   sFT  0.99990550   -1 18 53.2
 HA1083;SPC KY S     -   680,127.446   311,764.714   MT  1.00000071   -1 17 55.4
 HA1083;SPC KY S     - 2,231,384.80  1,022,848.07   sFT  1.00000071   -1 17 55.4
 HA1083;UTM  16      - 4,199,221.385   421,663.439   MT  0.99967558   -0 32 53.2
 HA1083
 HA1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1083!SPC IN W     -   0.99998497  x   1.00002880  =   1.00001377
 HA1083!SPC KY1Z     -   0.99998497  x   0.99990550  =   0.99989047
 HA1083!SPC KY S     -   0.99998497  x   1.00000071  =   0.99998568
 HA1083!UTM  16      -   0.99998497  x   0.99967558  =   0.99966056
 HA1083
 HA1083:                Primary Azimuth Mark                     Grid Az
 HA1083:SPC IN W     -  MT VERNON TRINTY EVAN REF CH             211 42 11.0
 HA1083:SPC KY1Z     -  MT VERNON TRINTY EVAN REF CH             212 31 15.5
 HA1083:SPC KY S     -  MT VERNON TRINTY EVAN REF CH             212 30 17.7
 HA1083:UTM  16      -  MT VERNON TRINTY EVAN REF CH             211 45 15.5
 HA1083
 HA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2166399221(NAD 83)
 HA1083
 HA1083|---------------------------------------------------------------------|
 HA1083| PID    Reference Object                     Distance      Geod. Az  |
 HA1083|                                                           dddmmss.s |
 HA1083| CG9052 MT VERNON AZ MK                                    0700116.8 |
 HA1083| HA1082 MT VERNON 3 RM 6                     21.102 METERS 09407     |
 HA1083| HA1732 MT VERNON ST MATTHEWS CATH CH       APPROX. 0.5 KM 2110543.5 |
 HA1083| HA1733 MT VERNON TRINTY EVAN REF CH        448.066 METERS 2111222.3 |
 HA1083| HA1737 MT VERNON 2                          43.795 METERS 23334     |
 HA1083| HA1080 MT VERNON 3 RM 5                     27.853 METERS 26407     |
 HA1083| HA1081 MT VERNON 3 RM 4                     20.361 METERS 35202     |
 HA1083|---------------------------------------------------------------------|
 HA1083
 HA1083                          SUPERSEDED SURVEY CONTROL
 HA1083
 HA1083  NAD 83(1993)-  37 56 13.90234(N)    087 53 29.30798(W) AD(       ) 2
 HA1083  NAD 83(1986)-  37 56 13.90767(N)    087 53 29.31041(W) AD(       ) 2
 HA1083  NAD 27      -  37 56 13.76014(N)    087 53 29.20966(W) AD(       ) 2
 HA1083  NGVD 29 (??/??/92)  126.461  (m)          414.90   (f) ADJ UNCH    1 2
 HA1083
 HA1083.Superseded values are not recommended for survey control.
 HA1083
 HA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1083.See file dsdata.pdf to determine how the superseded data were derived.
 HA1083
 HA1083_MARKER: DS = TRIANGULATION STATION DISK
 HA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1083_STAMPING: MT VERNON 3 1964
 HA1083_MARK LOGO: CGS
 HA1083_PROJECTION: FLUSH
 HA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1083+STABILITY: SURFACE MOTION
 HA1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1083+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2015
 HA1083
 HA1083  HISTORY     - Date     Condition        Report By
 HA1083  HISTORY     - 1964     MONUMENTED       CGS
 HA1083  HISTORY     - 1965     GOOD             CGS
 HA1083  HISTORY     - 1965     GOOD             CGS
 HA1083  HISTORY     - 1967     GOOD             CGS
 HA1083  HISTORY     - 19711230 GOOD             BRADY
 HA1083  HISTORY     - 1972     GOOD             NGS
 HA1083  HISTORY     - 20070410 GOOD             INDIV
 HA1083  HISTORY     - 20130214 GOOD             USGS
 HA1083  HISTORY     - 20130709 MARK NOT FOUND   INDOT
 HA1083  HISTORY     - 20150602 GOOD             LOCHGR
 HA1083
 HA1083                          STATION DESCRIPTION
 HA1083
 HA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HA1083'THE STATION IS LOCATED IN THE NE SEC OF MT. VERNON, NEAR THE NE
 HA1083'CORNER OF THE HEDGES CENTRAL SCHOOL GROUNDS AT 8TH AND
 HA1083'LOCUST STREETS.  THE STATION IS 101.5 FEET SOUTHWEST OF THE SOUTHWEST
 HA1083'CORNER OF THE WEHR FLOWER SHOP, 130.6 FEET EAST-SOUTHEAST OF A FIRE
 HA1083'HYDRANT, 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF 8TH STREET
 HA1083'AND 14 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE MARK IS
 HA1083'FLUSH AND THE DISK IS STAMPED MT VERNON 3 1964.
 HA1083'
 HA1083'REFERENCE MARK 4 IS 64 FEET WEST OF THE SOUTHWEST CORNER OF THE WEHR
 HA1083'FLOWER SHOP, 36 FEET SOUTHWEST OF THE SOUTHWEST PILLAR OF A
 HA1083'PORCH, 30 FEET NORTH OF THE APPROXIMATE CENTERLINE OF 8TH STREET AND
 HA1083'2.5 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST WITH SIGN.  THE
 HA1083'MARK IS FLUSH AND THE DISK IS STAMPED MT VERNON 3 NO 4 1964.
 HA1083'
 HA1083'REFERENCE MARK 5 IS SET IN A DRILL HOLE IN THE CONCRETE CURB ALONG
 HA1083'THE SOUTH SIDE OF 8TH STREET, 51.5 FEET SOUTH- SOUTHEAST OF A
 HA1083'FIRE HYDRANT AND 17-1/2 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 HA1083'8TH STREET.  THE DISK IS STAMPED MT VERNON 3 NO 5 1964.
 HA1083'
 HA1083'THE AZIMUTH MARK IS 16 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 HA1083'TILE FACTORY ROAD, 3.6 FEET SOUTH OF A STEEL WITNESS POST WITH SIGN
 HA1083'AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK
 HA1083'IS STAMPED MT VERNON 1960.
 HA1083'
 HA1083'TO REACH THE AZIMUTH MARK FROM THE NW CORNER OF THE COURTHOUSE
 HA1083'SQUARE, IN MT. VERNON, GO EAST ON 4TH STREET (STATE HIGHWAY 62)
 HA1083'FOR 0.65 MILE TO A SIDEROAD LEFT.  TURN LEFT AND GO NORTH ON TILE
 HA1083'FACTORY ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HA1083'
 HA1083'STATION MT VERNON 2 1961 WAS DESTROYED AFTER STATION MT VERNON 3 1964
 HA1083'WAS ESTABLISHED.
 HA1083'
 HA1083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HA1083
 HA1083                          STATION RECOVERY (1965)
 HA1083
 HA1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA1083'THE STATION MARK, STAMPED MT. VERNON 3 1964, IS ABOUT 0.2 MILE EAST
 HA1083'ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY COURTHOUSE AT
 HA1083'MT. VERNON, THENCE 0.25 MILE NORTH ALONG LOCUST STREET, THENCE 0.1
 HA1083'MILE EAST ALONG EAST 8TH STREET, IN SECTION 45, T 7 S, R 14 W,
 HA1083'317 FEET EAST OF THE NORTHEAST CORNER OF HEDGE CENTRAL GRADE SCHOOL,
 HA1083'277 FEET EAST OF THE EXTENDED CENTER LINE OF CANAL STREET, 168
 HA1083'FEET EAST OF A 26-INCH MAPLE TREE, 63 FEET SOUTH AND ACROSS 8TH
 HA1083'STREET FROM A LIGHT POLE NUMBERED 30093, 91 FEET SOUTHWEST AND
 HA1083'ACROSS 8TH STREET FROM THE SOUTHWEST CORNER OF THE WEHR FLOWER SHOP,
 HA1083'91.3 FEET EAST OF MT. VERNON 3 R.M. 5, 36 FEET SOUTH OF THE CENTER
 HA1083'LINE OF THE STREET, 13-1/2 FEET SOUTH OF THE SOUTH EDGE OF A
 HA1083'CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, SET IN
 HA1083'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA1083'
 HA1083'R.M. 5, STAMPED MT. VERNON 3 NO 5 1964, IS 91.3 FEET WEST OF MT.
 HA1083'VERNON 3 1964, 186 FEET EAST OF THE EXTENDED CENTER LINE OF CANAL
 HA1083'STREET, 18 FEET SOUTH OF THE CENTER LINE OF 8TH STREET, ABOUT 1/2
 HA1083'FOOT ABOVE THE LEVEL OF THE STREET.
 HA1083
 HA1083                          STATION RECOVERY (1965)
 HA1083
 HA1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1083'0.6 MI NE FROM MT VERNON.
 HA1083'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1083'COURTHOUSE AT MT. VERNON, THENCE 0.25 MILE NORTH ALONG LOCUST
 HA1083'STREET, THENCE 0.1 MILE EAST ALONG EAST 8TH STREET, IN SECTION
 HA1083'45, T 7 S, R 14 W, 317 FEET EAST OF THE NORTHEAST CORNER OF HEDGE
 HA1083'CENTRAL GRADE SCHOOL, 277 FEET EAST OF THE EXTENDED CENTER LINE
 HA1083'OF CANAL STREET, 168 FEET EAST OF A 26-INCH MAPLE TREE, 63 FEET
 HA1083'SOUTH AND ACROSS 8TH STREET FROM THE SOUTHWEST CORNER OF THE
 HA1083'WEHR FLOWER SHOP, 91.3 FEET EAST OF MT. VERNON 3 R.M. 5, 36 FEET
 HA1083'SOUTH OF THE CENTER LINE OF THE STREET, 13 1/2 FEET SOUTH OF THE
 HA1083'SOUTH EDGE OF A CONCRETE SIDE WALK ABOUT 1 FOOT ABOVE THE LEVEL
 HA1083'OF THE STREET, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HA1083'GROUND.
 HA1083
 HA1083                          STATION RECOVERY (1967)
 HA1083
 HA1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1083'STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARK 4 WERE
 HA1083'FOUND IN GOOD CONDITION.  REFERENCE MARK 5 WAS FOUND DESTROYED BY
 HA1083'CONSTRUCTION OF A DRIVEWAY.  AZIMUTH MARK APPEARED TO HAVE BEEN HIT
 HA1083'AND IS LEANING TO THE WEST.  THE DIRECTION TO REFERENCE MARK 4
 HA1083'CHECKED.  THE DISTANCE TO REFERENCE MARK 4 IS 20.360 METERS INSTEAD
 HA1083'OF 27.853 METERS AS SHOWN IN THE 1964 DESCRIPTION.  REFERENCE MARK
 HA1083'6 WAS ESTABLISHED AT THIS TIME.  DUE TO VARIOUS REASONS A COMPLETE
 HA1083'NEW DESCRIPTION FOLLOWS.
 HA1083'
 HA1083'STATION IS LOCATED IN THE NORTHEAST SECTION OF MT. VERNON, NEAR THE
 HA1083'NORTHEAST CORNER OF THE HEDGES CENTRAL SCHOOL AND ON 8TH STREET
 HA1083'BETWEEN THE EXTENDED CENTER LINES OF CANAL STREET AND WILLIAMS DRIVE.
 HA1083'
 HA1083'STATION MARK, STAMPED MT. VERNON 3 1964, IS SET ABOUT 22 INCHES BELOW
 HA1083'THE SURFACE OF THE GROUND.  IT IS 130.4 FEET EAST-SOUTHEAST OF
 HA1083'A FIRE HYDRANT, 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL
 HA1083'BUILDING, 101.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF WEHR
 HA1083'FLOWER SHOP, 36.3 FEET SOUTH OF CENTER OF 8TH STREET, 13.7 FEET SOUTH
 HA1083'OF THE SOUTH EDGE OF SIDEWALK AND 4 FEET WEST-SOUTHWEST OF THE
 HA1083'LADDER FOR SLIDE BOARD.
 HA1083'
 HA1083'R.M. 4, STAMPED MT. VERNON 3 NO 4 1964, IS SET FLUSH.  IT IS 64.3
 HA1083'FEET WEST OF THE SOUTHWEST CORNER OF WEHR FLOWER SHOP, 36 FEET
 HA1083'SOUTHWEST OF THE SOUTHWEST PILLAR OF A PORCH, 28 FEET NORTH OF CENTER
 HA1083'OF 8TH STREET AND 2.5 FEET SOUTHEAST OF THE WITNESS POST.
 HA1083'
 HA1083'R.M. 6, STAMPED MT. VERNON 3 1964 NO 6 1967, IS SET ABOUT 2 INCHES
 HA1083'BELOW THE SURFACE OF THE GROUND.  IT IS 199.5 FEET SOUTHEAST OF
 HA1083'THE FIRE HYDRANT, 170 FEET EAST OF THE NORTHEAST CORNER OF SCHOOL
 HA1083'BUILDING, 93.5 FEET SOUTH OF THE SOUTHWEST CORNER OF WEHR
 HA1083'FLOWER SHOP AND 65 FEET SOUTH OF CENTER OF 8TH STREET.
 HA1083'
 HA1083'AZIMUTH MARK, STAMPED MT. VERNON 1960, IS SET FLUSH.  IT IS 17 FEET
 HA1083'EAST OF CENTER OF TILE FACTORY ROAD, 3.6 FEET SOUTH OF A METAL
 HA1083'WITNESS POST AND 1.6 FEET NORTH OF A TELEPHONE POLE.
 HA1083'
 HA1083'TO REACH THE AZIMUTH MARK FROM THE NORTHWEST CORNER OF COURTHOUSE
 HA1083'SQUARE IN MT. VERNON, GO EAST ON 4TH STREET FOR 0.75 MILE TO A SIDE
 HA1083'ROAD LEFT, TURN LEFT AND GO NORTH ON TILE FACTORY ROAD FOR 0.3 MILE
 HA1083'TO MARK ON RIGHT AS DESCRIBED.
 HA1083'
 HA1083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HA1083
 HA1083                          STATION RECOVERY (1971)
 HA1083
 HA1083'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (JJ)
 HA1083'MT. VERNON 3 1964 RECOVERED GOOD.
 HA1083'
 HA1083'RECOVERED ALL MARKS.  AZIMUTH MARK APPEARS TO BE TILTED SLIGHTLY
 HA1083'TO WEST AND/OR SOUTHWEST.
 HA1083'
 HA1083'ST. MATHEWS CHURCH SPIRE AND TRINITY E.V. CHURCH SPIRE ARE NO
 HA1083'LONGER VISIBLE FROM THE STATION BECAUSE OF A NEW ADDITION TO THE
 HA1083'SCHOOL.
 HA1083'
 HA1083'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF MT. VERNON.
 HA1083
 HA1083                          STATION RECOVERY (1972)
 HA1083
 HA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HA1083'THE STATION MARK, REFERENCE MARKS 4 AND 6 WERE FOUND AS
 HA1083'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 HA1083'AS DESCRIBED IN THE 1967 RECOVERY NOTE (LEANING SLIGHTLY TO THE
 HA1083'WEST) AND A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE
 HA1083'AZIMUTH MARK.  THE V.G. OBJECTS MENTIONED IN THE 1964 DESCRIPTION
 HA1083'ARE NOW OBSTRUCTED BY A NEW ADDITION TO THE SCHOOL AND NO
 HA1083'OTHER AZIMUTH OBJECTS WERE VISIBLE FROM WHICH TO CHECK THE
 HA1083'AZIMUTH MARK FROM.  THE 1967 RECOVERY NOTE IS GOOD.
 HA1083'
 HA1083'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 HA1083'
 HA1083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MT. VERNON.
 HA1083
 HA1083                          STATION RECOVERY (2007)
 HA1083
 HA1083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 HA1083'RECOVERED BY M D WESSLER AND ASSOCIATES
 HA1083
 HA1083                          STATION RECOVERY (2013)
 HA1083
 HA1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2013 (TSL)
 HA1083'RECOVERED IN GOOD CONDITION.
 HA1083
 HA1083                          STATION RECOVERY (2013)
 HA1083
 HA1083'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 HA1083'AFTER MEASURING TIE DISTANCES, NO VISIBLE EVIDENCE OF THE STATION WAS
 HA1083'FOUND.
 HA1083
 HA1083                          STATION RECOVERY (2015)
 HA1083
 HA1083'RECOVERY NOTE BY LOCHMUELLER GROUP 2015 (MGB)
 HA1083'OBSERVED WITH STATIC GNSS ON 2015/06/02. SEE OPUS SHARED SOLUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1081 ***********************************************************************
 HA1081  DESIGNATION -  MT VERNON 3 RM 4
 HA1081  PID         -  HA1081
 HA1081  STATE/COUNTY-  IN/POSEY
 HA1081  COUNTRY     -  US
 HA1081  USGS QUAD   -  MOUNT VERNON (2019)
 HA1081
 HA1081                         *CURRENT SURVEY CONTROL
 HA1081  ______________________________________________________________________
 HA1081* NAD 83(1986) POSITION- 37 56 14.56   (N) 087 53 29.42   (W)   HD_HELD1
 HA1081* NAVD 88 ORTHO HEIGHT -   126.41  (meters)      414.7   (feet) RESET
 HA1081  ______________________________________________________________________
 HA1081  GEOID HEIGHT    -        -30.580 (meters)                     GEOID18
 HA1081  VERT ORDER      -  THIRD
 HA1081
 HA1081.The horizontal coordinates were determined by differentially corrected
 HA1081.hand held GPS observations or other comparable positioning techniques
 HA1081.and have an estimated accuracy of +/- 3 meters.
 HA1081
 HA1081.The orthometric height was computed from unverified reset data.
 HA1081
 HA1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1081.GEOID18 height accuracy estimate available here.
 HA1081
 HA1081.Click photographs - Photos may exist for this station.
 HA1081
 HA1081;                    North         East    Units  Estimated Accuracy
 HA1081;SPC IN W     -   298,851.5     828,957.7     MT  (+/- 3 meters HH1 GPS) 
 HA1081
 HA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2166099241(NAD 83)
 HA1081
 HA1081                          SUPERSEDED SURVEY CONTROL
 HA1081
 HA1081.No superseded survey control is available for this station.
 HA1081
 HA1081_MARKER: DR = REFERENCE MARK DISK
 HA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1081_STAMPING: MT VERNON 3 NO 4 1964
 HA1081_MARK LOGO: CGS
 HA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1081+STABILITY: SURFACE MOTION
 HA1081
 HA1081  HISTORY     - Date     Condition        Report By
 HA1081  HISTORY     - 1964     MONUMENTED       CGS
 HA1081  HISTORY     - 1972     GOOD             NGS
 HA1081
 HA1081                          STATION DESCRIPTION
 HA1081
 HA1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HA1081'AT MT VERNON.
 HA1081'LOCATED IN THE NORTHEAST SECTION OF MT. VERNON, JUST NORTHEAST
 HA1081'OF THE HEDGES CENTRAL SCHOOL, 64 FEET WEST OF THE SOUTHWEST
 HA1081'CORNER OF WEHR FLOWER SHOP, 36 FEET SOUTHWEST OF THE SOUTHWEST
 HA1081'PILLAR OF A PORCH, 28 FEET NORTH OF THE CENTERLINE OF 8TH
 HA1081'STREET, 2 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP
 HA1081'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1080 ***********************************************************************
 HA1080  DESIGNATION -  MT VERNON 3 RM 5
 HA1080  PID         -  HA1080
 HA1080  STATE/COUNTY-  IN/POSEY
 HA1080  COUNTRY     -  US
 HA1080  USGS QUAD   -  MOUNT VERNON (2019)
 HA1080
 HA1080                         *CURRENT SURVEY CONTROL
 HA1080  ______________________________________________________________________
 HA1080* NAD 83(1986) POSITION- 37 56 13.81   (N) 087 53 30.44   (W)   HD_HELD1
 HA1080* NAVD 88 ORTHO HEIGHT -   127.657 (meters)      418.82  (feet) ADJUSTED
 HA1080  ______________________________________________________________________
 HA1080  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 HA1080  DYNAMIC HEIGHT  -        127.570 (meters)      418.54  (feet) COMP
 HA1080  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 HA1080
 HA1080  VERT ORDER      -  FIRST     CLASS II
 HA1080
 HA1080.The horizontal coordinates were determined by differentially corrected
 HA1080.hand held GPS observations or other comparable positioning techniques
 HA1080.and have an estimated accuracy of +/- 3 meters.
 HA1080
 HA1080.The orthometric height was determined by differential leveling and
 HA1080.adjusted by the NATIONAL GEODETIC SURVEY
 HA1080.in June 1991.
 HA1080
 HA1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1080.GEOID18 height accuracy estimate available here.
 HA1080
 HA1080.Click photographs - Photos may exist for this station.
 HA1080
 HA1080.The dynamic height is computed by dividing the NAVD 88
 HA1080.geopotential number by the normal gravity value computed on the
 HA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1080.degrees latitude (g = 980.6199 gals.).
 HA1080
 HA1080.The modeled gravity was interpolated from observed gravity values.
 HA1080
 HA1080;                    North         East    Units  Estimated Accuracy
 HA1080;SPC IN W     -   298,828.6     828,932.6     MT  (+/- 3 meters HH1 GPS) 
 HA1080
 HA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2163599218(NAD 83)
 HA1080
 HA1080                          SUPERSEDED SURVEY CONTROL
 HA1080
 HA1080  NGVD 29 (??/??/92)  127.757  (m)          419.15   (f) ADJ UNCH    1 2
 HA1080
 HA1080.Superseded values are not recommended for survey control.
 HA1080
 HA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1080.See file dsdata.pdf to determine how the superseded data were derived.
 HA1080
 HA1080_MARKER: DR = REFERENCE MARK DISK
 HA1080_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1080_SP_SET: CURB
 HA1080_STAMPING: MT VERNON 3 NO 5 1964
 HA1080_MARK LOGO: CGS
 HA1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1080
 HA1080  HISTORY     - Date     Condition        Report By
 HA1080  HISTORY     - 1964     MONUMENTED       CGS
 HA1080  HISTORY     - 1965     GOOD             CGS
 HA1080  HISTORY     - 1972     GOOD             NGS
 HA1080
 HA1080                          STATION DESCRIPTION
 HA1080
 HA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1080'0.6 MI NE FROM MT VERNON.
 HA1080'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1080'COURTHOUSE AT MT. VERNON, THENCE 0.25 MILE NORTH ALONG LOCUST
 HA1080'STREET, THENCE 0.1 MILE EAST ALONG EAST 8TH STREET, IN SECTION
 HA1080'5, T 7 S, R 14 W, 186 FEET EAST OF THE EXTENDED CENTER LINE OF
 HA1080'CANAL STREET, 91.3 FEET WEST OF MT. VERNON 3 1964, 18 FEET SOUTH
 HA1080'OF THE CENTER LINE OF THE STREET, SET IN THE TOP OF THE SOUTH
 HA1080'CONCRETE CURB OF 8TH STREET, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 HA1080'THE STREET.
 HA1080
 HA1080                          STATION RECOVERY (1972)
 HA1080
 HA1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HA1080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1082 ***********************************************************************
 HA1082  DESIGNATION -  MT VERNON 3 RM 6
 HA1082  PID         -  HA1082
 HA1082  STATE/COUNTY-  IN/POSEY
 HA1082  COUNTRY     -  US
 HA1082  USGS QUAD   -  MOUNT VERNON (2019)
 HA1082
 HA1082                         *CURRENT SURVEY CONTROL
 HA1082  ______________________________________________________________________
 HA1082* NAD 83(1997) POSITION- 37 56 13.85229(N) 087 53 28.44618(W)   ADJUSTED
 HA1082* NAVD 88 ORTHO HEIGHT -   126.36  (meters)      414.6   (feet) RESET
 HA1082  ______________________________________________________________________
 HA1082  GEOID HEIGHT    -        -30.580 (meters)                     GEOID18
 HA1082  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 HA1082  HORZ ORDER      -  SECOND
 HA1082  VERT ORDER      -  THIRD
 HA1082
 HA1082.The horizontal coordinates were established by classical geodetic methods
 HA1082.and adjusted by the National Geodetic Survey in May 1999.
 HA1082
 HA1082.The orthometric height was computed from unverified reset data.
 HA1082
 HA1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1082.GEOID18 height accuracy estimate available here.
 HA1082
 HA1082.Click photographs - Photos may exist for this station.
 HA1082
 HA1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1082
 HA1082. The following values were computed from the NAD 83(1997) position.
 HA1082
 HA1082;                    North         East     Units Scale Factor Converg.
 HA1082;SPC IN W     -   298,829.471   828,981.303   MT  1.00002876   -0 29 48.2
 HA1082;SPC IN W     -   980,409.69  2,719,749.49   sFT  1.00002876   -0 29 48.2
 HA1082;SPC KY1Z     - 1,180,158.089 1,311,804.042   MT  0.99990550   -1 18 52.7
 HA1082;SPC KY1Z     - 3,871,902.00  4,303,810.43   sFT  0.99990550   -1 18 52.7
 HA1082;SPC KY S     -   680,125.454   311,785.722   MT  1.00000070   -1 17 54.9
 HA1082;SPC KY S     - 2,231,378.26  1,022,916.99   sFT  1.00000070   -1 17 54.9
 HA1082;UTM  16      - 4,199,219.669   421,684.464   MT  0.99967554   -0 32 52.6
 HA1082
 HA1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1082!SPC IN W     -   0.99998497  x   1.00002876  =   1.00001373
 HA1082!SPC KY1Z     -   0.99998497  x   0.99990550  =   0.99989047
 HA1082!SPC KY S     -   0.99998497  x   1.00000070  =   0.99998567
 HA1082!UTM  16      -   0.99998497  x   0.99967554  =   0.99966052
 HA1082
 HA1082:                Primary Azimuth Mark                     Grid Az
 HA1082:SPC IN W     -  MT VERNON AZ MK                          069 50 28.7
 HA1082:SPC KY1Z     -  MT VERNON AZ MK                          070 39 33.2
 HA1082:SPC KY S     -  MT VERNON AZ MK                          070 38 35.4
 HA1082:UTM  16      -  MT VERNON AZ MK                          069 53 33.1
 HA1082
 HA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2168499219(NAD 83)
 HA1082
 HA1082|---------------------------------------------------------------------|
 HA1082| PID    Reference Object                     Distance      Geod. Az  |
 HA1082|                                                           dddmmss.s |
 HA1082| CG9052 MT VERNON AZ MK                                    0692040.5 |
 HA1082| HA1728 MT VERNON CO COURTHOUSE DOME        APPROX. 0.7 KM 2075527.4 |
 HA1082| HA1732 MT VERNON ST MATTHEWS CATH CH       APPROX. 0.5 KM 2130805.5 |
 HA1082| HA1733 MT VERNON TRINTY EVAN REF CH        458.061 METERS 2133325.2 |
 HA1082| HA1731 MT VERNON RADIO STA WPCO MAST       APPROX. 3.1 KM 2634247.9 |
 HA1082| HA1083 MT VERNON 3                          21.102 METERS 27407     |
 HA1082| HA1730 MT VERNON RADIO STA KSC TOWER       APPROX. 1.2 KM 2970539.8 |
 HA1082| HA1729 MT VERNON MUNICIPAL TANK            APPROX. 0.6 KM 3093419.1 |
 HA1082| HA1081 MT VERNON 3 RM 4                     32.248 METERS 31215     |
 HA1082|---------------------------------------------------------------------|
 HA1082
 HA1082                          SUPERSEDED SURVEY CONTROL
 HA1082
 HA1082  NAD 83(1993)-  37 56 13.85319(N)    087 53 28.44603(W) AD(       ) 2
 HA1082  NAD 83(1986)-  37 56 13.85852(N)    087 53 28.44828(W) AD(       ) 2
 HA1082  NAD 27      -  37 56 13.71100(N)    087 53 28.34780(W) AD(       ) 2
 HA1082
 HA1082.Superseded values are not recommended for survey control.
 HA1082
 HA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1082.See file dsdata.pdf to determine how the superseded data were derived.
 HA1082
 HA1082_MARKER: DR = REFERENCE MARK DISK
 HA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1082_STAMPING: MT VERNON 3 1964 NO 6 1967
 HA1082_MARK LOGO: CGS
 HA1082_PROJECTION: RECESSED 5 CENTIMETERS
 HA1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1082+STABILITY: SURFACE MOTION
 HA1082
 HA1082  HISTORY     - Date     Condition        Report By
 HA1082  HISTORY     - 1967     MONUMENTED       CGS
 HA1082  HISTORY     - 1972     GOOD             NGS
 HA1082
 HA1082                          STATION DESCRIPTION
 HA1082
 HA1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1082'STATION IS LOCATED IN THE NORTHEAST SECTION OF MT. VERNON NEAR THE
 HA1082'NORTHEAST CORNER OF THE HEDGES CENTRAL SCHOOL AND ON 8TH STREET
 HA1082'BETWEEN THE EXTENDED CENTER LINES OF CANAL STREET AND WILLIAMS DRIVE.
 HA1082'
 HA1082'STATION MARK, STAMPED MT. VERNON 3 1964 NO 6 1967, IS SET ABOUT 2
 HA1082'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 199.5 FEET SOUTHEAST
 HA1082'OF THE FIRE HYDRANT, 170 FEET EAST OF THE NORTHEAST CORNER OF SCHOOL
 HA1082'BUILDING, 93.5 FEET SOUTH OF THE SOUTHWEST CORNER OF WEHR FLOWER
 HA1082'SHOP AND 65 FEET SOUTH OF CENTER OF 8TH STREET.
 HA1082'
 HA1082'RM 4, STAMPED MT. VERNON 3 NO 4 1964, IS SET FLUSH.  IT IS 64.3 FEET
 HA1082'WEST OF THE SOUTHWEST CORNER OF WEHR FLOWER SHOP, 36 FEET SOUTHWEST
 HA1082'OF THE SOUTHWEST PILLAR OF A PORCH, 28 FEET NORTH OF CENTER OF 8TH
 HA1082'STREET AND 2.5 FEET SOUTHEAST OF THE WITNESS POST.
 HA1082'
 HA1082'STATION MT. VERNON 3, STAMPED MT. VERNON 3 1964, IS SET ABOUT 22
 HA1082'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 130.4 FEET
 HA1082'EAST-SOUTHEAST OF A FIRE HYDRANT, 112 FEET NORTHEAST OF THE NORTHEAST
 HA1082'CORNER OF SCHOOL BUILDING, 101.5 FEET SOUTHWEST OF THE
 HA1082'SOUTHWEST CORNER OF WEHR FLOWER SHOP, 36.3 FEET SOUTH OF CENTER OF
 HA1082'8TH STREET, 13.7 FEET SOUTH OF SOUTH EDGE OF SIDEWALK AND 4 FEET
 HA1082'WEST-SOUTHWEST OF THE LADDER FOR SLIDE BOARD.
 HA1082'
 HA1082'AZIMUTH MARK, STAMPED MT. VERNON 1960, IS SET FLUSH.  IT IS 17 FEET
 HA1082'EAST OF CENTER OF TILE FACTORY ROAD, 3.6 FEET SOUTH OF A METAL
 HA1082'WITNESS POST AND 1.6 FEET NORTH OF A TELEPHONE POLE.
 HA1082'
 HA1082'TO REACH THE AZIMUTH MARK FROM THE NORTHWEST CORNER OF COURTHOUSE
 HA1082'SQUARE IN MT. VERNON, GO EAST ON 4TH STREET FOR 0.75 MILE TO A
 HA1082'SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON TILE FACTORY ROAD FOR 0.3
 HA1082'MILE TO MARK ON RIGHT AS DESCRIBED.
 HA1082'
 HA1082'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1082
 HA1082                          STATION RECOVERY (1972)
 HA1082
 HA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HA1082'AT MT VERNON.
 HA1082'IN THE NORTHEAST SECTION OF MT. VERNON, ON THE GROUNDS OF THE
 HA1082'HEDGES CENTRAL SCHOOL, 200 FEET SOUTHEAST OF A FIRE HYDRANT,
 HA1082'170 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL, 93 FEET
 HA1082'SOUTH OF THE SOUTHEAST CORNER OF WEHR FLOWER SHOP, 65 FEET SOUTH
 HA1082'OF THE CENTERLINE OF 8TH STREET, SET IN THE TOP OF A ROUND
 HA1082'CONCRETE POST 2 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1728 ***********************************************************************
 HA1728  DESIGNATION -  MT VERNON CO COURTHOUSE DOME
 HA1728  PID         -  HA1728
 HA1728  STATE/COUNTY-  IN/POSEY
 HA1728  COUNTRY     -  US
 HA1728  USGS QUAD   -  MOUNT VERNON (2019)
 HA1728
 HA1728                         *CURRENT SURVEY CONTROL
 HA1728  ______________________________________________________________________
 HA1728* NAD 83(1997) POSITION- 37 55 54.60457(N) 087 53 41.32604(W)   ADJUSTED
 HA1728  ______________________________________________________________________
 HA1728  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 HA1728  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 HA1728  HORZ ORDER      -  THIRD
 HA1728
 HA1728.The horizontal coordinates were established by classical geodetic methods
 HA1728.and adjusted by the National Geodetic Survey in May 1999.
 HA1728
 HA1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1728.GEOID18 height accuracy estimate available here.
 HA1728
 HA1728.Click photographs - Photos may exist for this station.
 HA1728
 HA1728.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1728
 HA1728. The following values were computed from the NAD 83(1997) position.
 HA1728
 HA1728;                    North         East     Units Scale Factor Converg.
 HA1728;SPC IN W     -   298,238.763   828,661.629   MT  1.00002932   -0 29 55.9
 HA1728;SPC IN W     -   978,471.67  2,718,700.69   sFT  1.00002932   -0 29 55.9
 HA1728;UTM  16      - 4,198,629.455   421,364.375   MT  0.99967616   -0 33 00.3
 HA1728
 HA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2136498629(NAD 83)
 HA1728
 HA1728                          SUPERSEDED SURVEY CONTROL
 HA1728
 HA1728  NAD 83(1993)-  37 55 54.60555(N)    087 53 41.32589(W) AD(       ) 3
 HA1728  NAD 83(1986)-  37 55 54.61099(N)    087 53 41.32819(W) AD(       ) 3
 HA1728  NAD 27      -  37 55 54.47133(N)    087 53 41.22097(W) AD(       ) 3
 HA1728
 HA1728.Superseded values are not recommended for survey control.
 HA1728
 HA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1728.See file dsdata.pdf to determine how the superseded data were derived.
 HA1728
 HA1728_MARKER: 87 = DOME
 HA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1728+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2015
 HA1728
 HA1728  HISTORY     - Date     Condition        Report By
 HA1728  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1728  HISTORY     - 1967     GOOD             CGS
 HA1728  HISTORY     - 1987     GOOD             USPSQD
 HA1728  HISTORY     - 20150414 GOOD             GEOCAC
 HA1728
 HA1728                          STATION DESCRIPTION
 HA1728
 HA1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1728'THE STATION IS THE CENTER OF THE TOP OF THE DOME ATOP THE COURTHOUSE
 HA1728'BUILDING LOCATED ON THE SQUARE IN DOWNTOWN MT.  VERNON.  THE DOME
 HA1728'IS PAINTED GREY AND YELLOW AND THE OVERALL HEIGHT OF THE COURTHOUSE
 HA1728'BUILDING AND THE DOME IS APPROXIMATELY 160 FEET.
 HA1728
 HA1728                          STATION RECOVERY (1967)
 HA1728
 HA1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1728'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1728
 HA1728                          STATION RECOVERY (1987)
 HA1728
 HA1728'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1728'RECOVERED IN GOOD CONDITION.
 HA1728
 HA1728                          STATION RECOVERY (2015)
 HA1728
 HA1728'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1728'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1729 ***********************************************************************
 HA1729  DESIGNATION -  MT VERNON MUNICIPAL TANK
 HA1729  PID         -  HA1729
 HA1729  STATE/COUNTY-  IN/POSEY
 HA1729  COUNTRY     -  US
 HA1729  USGS QUAD   -  MOUNT VERNON (2019)
 HA1729
 HA1729                         *CURRENT SURVEY CONTROL
 HA1729  ______________________________________________________________________
 HA1729* NAD 83(1997) POSITION- 37 56 26.36469(N) 087 53 47.56407(W)   ADJUSTED
 HA1729  ______________________________________________________________________
 HA1729  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 HA1729  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 HA1729  HORZ ORDER      -  THIRD
 HA1729
 HA1729.The horizontal coordinates were established by classical geodetic methods
 HA1729.and adjusted by the National Geodetic Survey in May 1999.
 HA1729
 HA1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1729.GEOID18 height accuracy estimate available here.
 HA1729
 HA1729.Click photographs - Photos may exist for this station.
 HA1729
 HA1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1729
 HA1729. The following values were computed from the NAD 83(1997) position.
 HA1729
 HA1729;                    North         East     Units Scale Factor Converg.
 HA1729;SPC IN W     -   299,219.311   828,517.839   MT  1.00002958   -0 30 00.1
 HA1729;SPC IN W     -   981,688.69  2,718,228.94   sFT  1.00002958   -0 30 00.1
 HA1729;UTM  16      - 4,199,609.785   421,221.513   MT  0.99967644   -0 33 04.6
 HA1729
 HA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2122199609(NAD 83)
 HA1729
 HA1729                          SUPERSEDED SURVEY CONTROL
 HA1729
 HA1729  NAD 83(1993)-  37 56 26.36558(N)    087 53 47.56384(W) AD(       ) 3
 HA1729  NAD 83(1986)-  37 56 26.37102(N)    087 53 47.56628(W) AD(       ) 3
 HA1729  NAD 27      -  37 56 26.22332(N)    087 53 47.46647(W) AD(       ) 3
 HA1729
 HA1729.Superseded values are not recommended for survey control.
 HA1729
 HA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1729.See file dsdata.pdf to determine how the superseded data were derived.
 HA1729
 HA1729_MARKER: 53 = ELEVATED TANK
 HA1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1729+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2015
 HA1729
 HA1729  HISTORY     - Date     Condition        Report By
 HA1729  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1729  HISTORY     - 1964     GOOD             CGS
 HA1729  HISTORY     - 1967     GOOD             CGS
 HA1729  HISTORY     - 1987     GOOD             USPSQD
 HA1729  HISTORY     - 20150414 GOOD             GEOCAC
 HA1729
 HA1729                          STATION DESCRIPTION
 HA1729
 HA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1729'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED JUST
 HA1729'NORTHEAST OF THE INTERSECTION OF GRANT STREET AND MAIN STREET.
 HA1729'THE TANK IS THE SPHERICAL TYPE SUPPORTED BY A PEDESTAL.  THE TANK AND
 HA1729'SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE OVERALL HEIGHT IS
 HA1729'132 FEET.
 HA1729
 HA1729                          STATION RECOVERY (1964)
 HA1729
 HA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FAS)
 HA1729'RECOVERED IN GOOD CONDITION, EXCEPT TANK AND PEDESTAL IS NOW PAINTED
 HA1729'BLUE.
 HA1729
 HA1729                          STATION RECOVERY (1967)
 HA1729
 HA1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1729'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1729
 HA1729                          STATION RECOVERY (1987)
 HA1729
 HA1729'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1729'RECOVERED IN GOOD CONDITION.
 HA1729
 HA1729                          STATION RECOVERY (2015)
 HA1729
 HA1729'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1729'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1730 ***********************************************************************
 HA1730  DESIGNATION -  MT VERNON RADIO STA KSC TOWER
 HA1730  PID         -  HA1730
 HA1730  STATE/COUNTY-  IN/POSEY
 HA1730  COUNTRY     -  US
 HA1730  USGS QUAD   -  MOUNT VERNON (2019)
 HA1730
 HA1730                         *CURRENT SURVEY CONTROL
 HA1730  ______________________________________________________________________
 HA1730* NAD 83(1997) POSITION- 37 56 31.97284(N) 087 54 13.17681(W)   ADJUSTED
 HA1730  ______________________________________________________________________
 HA1730  GEOID HEIGHT    -        -30.573 (meters)                     GEOID18
 HA1730  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 HA1730  HORZ ORDER      -  THIRD
 HA1730
 HA1730.The horizontal coordinates were established by classical geodetic methods
 HA1730.and adjusted by the National Geodetic Survey in May 1999.
 HA1730
 HA1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1730.GEOID18 height accuracy estimate available here.
 HA1730
 HA1730.Click photographs - Photos may exist for this station.
 HA1730
 HA1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1730
 HA1730. The following values were computed from the NAD 83(1997) position.
 HA1730
 HA1730;                    North         East     Units Scale Factor Converg.
 HA1730;SPC IN W     -   299,397.702   827,893.966   MT  1.00003068   -0 30 15.9
 HA1730;SPC IN W     -   982,273.96  2,716,182.12   sFT  1.00003068   -0 30 15.9
 HA1730;UTM  16      - 4,199,788.671   420,598.021   MT  0.99967765   -0 33 20.4
 HA1730
 HA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2059899788(NAD 83)
 HA1730
 HA1730                          SUPERSEDED SURVEY CONTROL
 HA1730
 HA1730  NAD 83(1993)-  37 56 31.97383(N)    087 54 13.17650(W) AD(       ) 3
 HA1730  NAD 83(1986)-  37 56 31.97923(N)    087 54 13.17886(W) AD(       ) 3
 HA1730  NAD 27      -  37 56 31.83153(N)    087 54 13.07654(W) AD(       ) 3
 HA1730
 HA1730.Superseded values are not recommended for survey control.
 HA1730
 HA1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1730.See file dsdata.pdf to determine how the superseded data were derived.
 HA1730
 HA1730_MARKER: 43 = RADIO/TV TOWER
 HA1730
 HA1730  HISTORY     - Date     Condition        Report By
 HA1730  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1730  HISTORY     - 1967     GOOD             CGS
 HA1730  HISTORY     - 1987     GOOD             USPSQD
 HA1730
 HA1730                          STATION DESCRIPTION
 HA1730
 HA1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1730'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED IN THE
 HA1730'NORTHWEST SECTION OF MT. VERNON ABOUT 0.1 MILE WEST OF THE
 HA1730'INTERSECTION OF LOWER NEW HARMONY ROAD AND LINCOLN AVENUE.  THE TOWER
 HA1730'IS A SELF SUPPORTING STEEL STRUCTURE PAINTED INTERNATIONAL
 HA1730'ORANGE AND WHITE.  THE HEIGHT OF THE TOWER IS APPROXIMATELY 120 FEET.
 HA1730'
 HA1730'THE TOWER IS OWNED AND OPERATED BY THE INDIANA FARM BUREAU REFINERY
 HA1730'CO-OPERATIVE.
 HA1730
 HA1730                          STATION RECOVERY (1967)
 HA1730
 HA1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1730'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1730
 HA1730                          STATION RECOVERY (1987)
 HA1730
 HA1730'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1731 ***********************************************************************
 HA1731  DESIGNATION -  MT VERNON RADIO STA WPCO MAST
 HA1731  PID         -  HA1731
 HA1731  STATE/COUNTY-  IN/POSEY
 HA1731  COUNTRY     -  US
 HA1731  USGS QUAD   -  MOUNT VERNON (2019)
 HA1731
 HA1731                         *CURRENT SURVEY CONTROL
 HA1731  ______________________________________________________________________
 HA1731* NAD 83(1997) POSITION- 37 56 02.77221(N) 087 55 35.21499(W)   ADJUSTED
 HA1731  ______________________________________________________________________
 HA1731  GEOID HEIGHT    -        -30.535 (meters)                     GEOID18
 HA1731  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 HA1731  HORZ ORDER      -  THIRD
 HA1731
 HA1731.The horizontal coordinates were established by classical geodetic methods
 HA1731.and adjusted by the National Geodetic Survey in May 1999.
 HA1731
 HA1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1731.GEOID18 height accuracy estimate available here.
 HA1731
 HA1731.Click photographs - Photos may exist for this station.
 HA1731
 HA1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1731
 HA1731. The following values were computed from the NAD 83(1997) position.
 HA1731
 HA1731;                    North         East     Units Scale Factor Converg.
 HA1731;SPC IN W     -   298,515.274   825,882.706   MT  1.00003430   -0 31 06.0
 HA1731;SPC IN W     -   979,378.86  2,709,583.51   sFT  1.00003430   -0 31 06.0
 HA1731;UTM  16      - 4,198,908.353   418,586.682   MT  0.99968163   -0 34 10.5
 HA1731
 HA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1858698908(NAD 83)
 HA1731
 HA1731                          SUPERSEDED SURVEY CONTROL
 HA1731
 HA1731  NAD 83(1993)-  37 56 02.77337(N)    087 55 35.21458(W) AD(       ) 3
 HA1731  NAD 83(1986)-  37 56 02.77876(N)    087 55 35.21686(W) AD(       ) 3
 HA1731  NAD 27      -  37 56 02.63073(N)    087 55 35.10987(W) AD(       ) 3
 HA1731
 HA1731.Superseded values are not recommended for survey control.
 HA1731
 HA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1731.See file dsdata.pdf to determine how the superseded data were derived.
 HA1731
 HA1731_MARKER: 43 = RADIO/TV TOWER
 HA1731
 HA1731  HISTORY     - Date     Condition        Report By
 HA1731  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1731  HISTORY     - 1967     GOOD             CGS
 HA1731  HISTORY     - 1987     GOOD             USPSQD
 HA1731
 HA1731                          STATION DESCRIPTION
 HA1731
 HA1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1731'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 1 MILE
 HA1731'NORTHWEST OF MT. VERNON.  THE MAST IS A UNIFORM CROSS SECTION
 HA1731'STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE
 HA1731'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE HEIGHT IS
 HA1731'APPROXIMATELY 160 FEET.
 HA1731'
 HA1731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 69 AT
 HA1731'THE WEST EDGE OF MT. VERNON, GO WEST ON HIGHWAY 62 FOR 0.7 MILE TO
 HA1731'A PAVED SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON THE PAVED
 HA1731'ROAD FOR 0.5 MILE TO STATION ABOUT 150 FEET ON THE LEFT.  THE
 HA1731'MAST IS OWNED AND OPERATED BY THE MT. VERNON BROADCASTING COMPANY.
 HA1731
 HA1731                          STATION RECOVERY (1967)
 HA1731
 HA1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1731'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1731
 HA1731                          STATION RECOVERY (1987)
 HA1731
 HA1731'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1732 ***********************************************************************
 HA1732  DESIGNATION -  MT VERNON ST MATTHEWS CATH CH
 HA1732  PID         -  HA1732
 HA1732  STATE/COUNTY-  IN/POSEY
 HA1732  COUNTRY     -  US
 HA1732  USGS QUAD   -  MOUNT VERNON (2019)
 HA1732
 HA1732                         *CURRENT SURVEY CONTROL
 HA1732  ______________________________________________________________________
 HA1732* NAD 83(1997) POSITION- 37 55 59.49885(N) 087 53 40.27550(W)   ADJUSTED
 HA1732  ______________________________________________________________________
 HA1732  GEOID HEIGHT    -        -30.570 (meters)                     GEOID18
 HA1732  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 HA1732  HORZ ORDER      -  THIRD
 HA1732
 HA1732.The horizontal coordinates were established by classical geodetic methods
 HA1732.and adjusted by the National Geodetic Survey in May 1999.
 HA1732
 HA1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1732.GEOID18 height accuracy estimate available here.
 HA1732
 HA1732.Click photographs - Photos may exist for this station.
 HA1732
 HA1732.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1732
 HA1732. The following values were computed from the NAD 83(1997) position.
 HA1732
 HA1732;                    North         East     Units Scale Factor Converg.
 HA1732;SPC IN W     -   298,389.439   828,688.597   MT  1.00002928   -0 29 55.3
 HA1732;SPC IN W     -   978,966.02  2,718,789.17   sFT  1.00002928   -0 29 55.3
 HA1732;UTM  16      - 4,198,780.054   421,391.468   MT  0.99967611   -0 32 59.7
 HA1732
 HA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2139198780(NAD 83)
 HA1732
 HA1732                          SUPERSEDED SURVEY CONTROL
 HA1732
 HA1732  NAD 83(1993)-  37 55 59.49984(N)    087 53 40.27522(W) AD(       ) 3
 HA1732  NAD 83(1986)-  37 55 59.50528(N)    087 53 40.27753(W) AD(       ) 3
 HA1732  NAD 27      -  37 55 59.35388(N)    087 53 40.17898(W) AD(       ) 3
 HA1732
 HA1732.Superseded values are not recommended for survey control.
 HA1732
 HA1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1732.See file dsdata.pdf to determine how the superseded data were derived.
 HA1732
 HA1732_MARKER: 90 = CHURCH SPIRE
 HA1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1732+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2015
 HA1732
 HA1732  HISTORY     - Date     Condition        Report By
 HA1732  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1732  HISTORY     - 1967     GOOD             CGS
 HA1732  HISTORY     - 1987     GOOD             USPSQD
 HA1732  HISTORY     - 20150414 GOOD             GEOCAC
 HA1732
 HA1732                          STATION DESCRIPTION
 HA1732
 HA1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1732'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ON ST.
 HA1732'MATTHEWS CHURCH AT THE INTERSECTION OF EAST FIFTH STREET AND
 HA1732'WALNUT STREET IN MT. VERNON.  THE SPIRE IS PAINTED WHITE AND HAS A
 HA1732'GREY CROSS, AND AT THE BASE OF THE SPIRE, THERE ARE CLOCKS ON FOUR
 HA1732'SIDES.  THE OVERALL HEIGHT IS APPROXIMATELY 80 FEET.
 HA1732
 HA1732                          STATION RECOVERY (1967)
 HA1732
 HA1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1732'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1732
 HA1732                          STATION RECOVERY (1987)
 HA1732
 HA1732'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1732'RECOVERED IN GOOD CONDITION.
 HA1732
 HA1732                          STATION RECOVERY (2015)
 HA1732
 HA1732'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1732'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1733 ***********************************************************************
 HA1733  DESIGNATION -  MT VERNON TRINTY EVAN REF CH
 HA1733  PID         -  HA1733
 HA1733  STATE/COUNTY-  IN/POSEY
 HA1733  COUNTRY     -  US
 HA1733  USGS QUAD   -  MOUNT VERNON (2019)
 HA1733
 HA1733                         *CURRENT SURVEY CONTROL
 HA1733  ______________________________________________________________________
 HA1733* NAD 83(1997) POSITION- 37 56 01.47157(N) 087 53 38.81482(W)   ADJUSTED
 HA1733  ______________________________________________________________________
 HA1733  GEOID HEIGHT    -        -30.571 (meters)                     GEOID18
 HA1733  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 HA1733  HORZ ORDER      -  THIRD
 HA1733
 HA1733.The horizontal coordinates were established by classical geodetic methods
 HA1733.and adjusted by the National Geodetic Survey in May 1999.
 HA1733
 HA1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1733.GEOID18 height accuracy estimate available here.
 HA1733
 HA1733.Click photographs - Photos may exist for this station.
 HA1733
 HA1733.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1733
 HA1733. The following values were computed from the NAD 83(1997) position.
 HA1733
 HA1733;                    North         East     Units Scale Factor Converg.
 HA1733;SPC IN W     -   298,449.951   828,724.795   MT  1.00002921   -0 29 54.4
 HA1733;SPC IN W     -   979,164.55  2,718,907.93   sFT  1.00002921   -0 29 54.4
 HA1733;UTM  16      - 4,198,840.512   421,427.708   MT  0.99967604   -0 32 58.9
 HA1733
 HA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2142798840(NAD 83)
 HA1733
 HA1733                          SUPERSEDED SURVEY CONTROL
 HA1733
 HA1733  NAD 83(1993)-  37 56 01.47255(N)    087 53 38.81459(W) AD(       ) 3
 HA1733  NAD 83(1986)-  37 56 01.47796(N)    087 53 38.81691(W) AD(       ) 3
 HA1733  NAD 27      -  37 56 01.32965(N)    087 53 38.71556(W) AD(       ) 3
 HA1733
 HA1733.Superseded values are not recommended for survey control.
 HA1733
 HA1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1733.See file dsdata.pdf to determine how the superseded data were derived.
 HA1733
 HA1733_MARKER: 90 = CHURCH SPIRE
 HA1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1733+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2015
 HA1733
 HA1733  HISTORY     - Date     Condition        Report By
 HA1733  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1733  HISTORY     - 1967     GOOD             CGS
 HA1733  HISTORY     - 1987     GOOD             USPSQD
 HA1733  HISTORY     - 20150414 GOOD             GEOCAC
 HA1733
 HA1733                          STATION DESCRIPTION
 HA1733
 HA1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1733'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE TRINITY
 HA1733'EVANGELICAL CHURCH LOCATED JUST WEST OF INTERSECTION OF EAST FIFTH
 HA1733'STREET AND MULBERRY STREET.  THE SPIRE IS PAINTED WHITE AND HAS A
 HA1733'GREY CROSS.  THE OVERALL HEIGHT OF CHURCH AND SPIRE IS
 HA1733'APPROXIMATELY 90 FEET.
 HA1733
 HA1733                          STATION RECOVERY (1967)
 HA1733
 HA1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1733'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HA1733
 HA1733                          STATION RECOVERY (1987)
 HA1733
 HA1733'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1733'RECOVERED IN GOOD CONDITION.
 HA1733
 HA1733                          STATION RECOVERY (2015)
 HA1733
 HA1733'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1733'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1942 ***********************************************************************
 JA1942  DESIGNATION -  MT ZION
 JA1942  PID         -  JA1942
 JA1942  STATE/COUNTY-  IN/DAVIESS
 JA1942  COUNTRY     -  US
 JA1942  USGS QUAD   -  GLENDALE (2019)
 JA1942
 JA1942                         *CURRENT SURVEY CONTROL
 JA1942  ______________________________________________________________________
 JA1942* NAD 83(1997) POSITION- 38 31 28.85503(N) 087 00 14.22080(W)   ADJUSTED
 JA1942* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA1942  ______________________________________________________________________
 JA1942  GEOID HEIGHT    -        -32.463 (meters)                     GEOID18
 JA1942  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 JA1942  HORZ ORDER      -  THIRD
 JA1942
 JA1942.The horizontal coordinates were established by classical geodetic methods
 JA1942.and adjusted by the National Geodetic Survey in May 1999.
 JA1942
 JA1942.The orthometric height was scaled from a topographic map.
 JA1942
 JA1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1942.GEOID18 height accuracy estimate available here.
 JA1942
 JA1942.Click photographs - Photos may exist for this station.
 JA1942
 JA1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1942
 JA1942. The following values were computed from the NAD 83(1997) position.
 JA1942
 JA1942;                    North         East     Units Scale Factor Converg.
 JA1942;SPC IN W     -   363,735.529   906,922.214   MT  0.99996726   +0 02 58.0
 JA1942;SPC IN W     - 1,193,355.65  2,975,460.63   sFT  0.99996726   +0 02 58.0
 JA1942;UTM  16      - 4,264,032.188   499,655.667   MT  0.99960000   -0 00 08.9
 JA1942
 JA1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1942!SPC IN W     -   0.99997813  x   0.99996726  =   0.99994539
 JA1942!UTM  16      -   0.99997813  x   0.99960000  =   0.99957814
 JA1942
 JA1942:                Primary Azimuth Mark                     Grid Az
 JA1942:SPC IN W     -  MT ZION AZ MK                            089 15 45.1
 JA1942:UTM  16      -  MT ZION AZ MK                            089 18 52.0
 JA1942
 JA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9965564032(NAD 83)
 JA1942
 JA1942|---------------------------------------------------------------------|
 JA1942| PID    Reference Object                     Distance      Geod. Az  |
 JA1942|                                                           dddmmss.s |
 JA1942| CG9058 MT ZION RM 2                         17.931 METERS 04132     |
 JA1942| CG9056 MT ZION AZ MK                                      0891843.1 |
 JA1942| CG9057 MT ZION RM 1                         14.890 METERS 27708     |
 JA1942|---------------------------------------------------------------------|
 JA1942
 JA1942                          SUPERSEDED SURVEY CONTROL
 JA1942
 JA1942  NAD 83(1986)-  38 31 28.86252(N)    087 00 14.22342(W) AD(       ) 3
 JA1942  NAD 27      -  38 31 28.67900(N)    087 00 14.20700(W) AD(       ) 3
 JA1942
 JA1942.Superseded values are not recommended for survey control.
 JA1942
 JA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1942.See file dsdata.pdf to determine how the superseded data were derived.
 JA1942
 JA1942_MARKER: DS = TRIANGULATION STATION DISK
 JA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1942_STAMPING: MT. ZION 1946
 JA1942_MARK LOGO: CGS
 JA1942_PROJECTION: FLUSH
 JA1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1942+STABILITY: SURFACE MOTION
 JA1942
 JA1942  HISTORY     - Date     Condition        Report By
 JA1942  HISTORY     - 1946     MONUMENTED       CGS
 JA1942  HISTORY     - 20080110 GOOD             NGS
 JA1942  HISTORY     - 20090226 GOOD             GEOCAC
 JA1942
 JA1942                          STATION DESCRIPTION
 JA1942
 JA1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1942'THIS STATION IS ABOUT 2.5 MILES NORTHWEST FROM PORTSVILLE IN AN OPEN
 JA1942'AREA IN FRONT OF THE MT ZION CHURCH, 40.2 FEET NORTH OF THE NORTHWEST
 JA1942'CHURCH CORNER AND 43.8 FEET NORTHWEST OF THE NORTHEAST CHURCH CORNER,
 JA1942'93 FEET SOUTH OF A GRAVEL ROAD AND 6.4 FEET NORTH OF THE FENCE WHICH
 JA1942'IS SURROUNDING THE CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1942'DISK IS STAMPED MT ZION 1946.
 JA1942'
 JA1942'REFERENCE MARK NO 1 IS 48.85 FEET WEST OF THE STATION, 6 FEET NORTH OF
 JA1942'A WIRE FENCE LINE AND 58.8 FEET WEST-NORTHWEST OF THE NORTHWEST CHURCH
 JA1942'CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MT ZION NO
 JA1942'1 1946.
 JA1942'
 JA1942'REFERENCE MARK NO 2 IS 58.83 FEET NORTH-NORTHEAST OF THE STATION, 39.3
 JA1942'FEET SOUTH OF THE GRAVEL ROAD AND 33.6 FEET EAST OF THE CHURCH
 JA1942'ENTRANCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MT ZION
 JA1942'NO 2 1946.
 JA1942'
 JA1942'THE AZIMUTH IS 1.2 MILES EAST OF THE STATION, 8 INCHES SOUTH OF A WIRE
 JA1942'FENCE LINE AND 2.4 FEET WEST OF A WHITE WITNESS POST, 23 FEET NORTH OF
 JA1942'THE GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1942'MT ZION 1946.
 JA1942'
 JA1942'TO REACH THE STATION FROM PORTSVILLE, GO NORTH DOWN ACROSS THE BRIDGE
 JA1942'AND FOLLOW THE MAIN ROAD NORTHEAST FOR 01.7 MILES.  THEN TAKE THE LEFT
 JA1942'FORK AND GO NORTH 00.5 MILE, TURN LEFT AT THE T-ROAD AND GO WEST 02.3
 JA1942'MILES TO THE TOP OF THE PROMINENT HILL AND THE CHURCH AND STATION ON
 JA1942'THE RIGHT.
 JA1942'
 JA1942'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON THE GRAVEL ROAD FOR
 JA1942'1.2 MILES AND THE AZIMUTH IS ON THE LEFT.
 JA1942'
 JA1942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1942
 JA1942                          STATION RECOVERY (2008)
 JA1942
 JA1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DE)
 JA1942'JA1942 RECOVERED AS DESCRIBED REFERENCE MARK NO. 1 RECOVERED AS
 JA1942'DESCRIBED.  REFERENCE MARK NO. 2 WAS LEANING TO THE NORTH AND WAS
 JA1942'UNUSABLE.
 JA1942
 JA1942                          STATION RECOVERY (2009)
 JA1942
 JA1942'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2177 ***********************************************************************
 LB2177  DESIGNATION -  MUD
 LB2177  PID         -  LB2177
 LB2177  STATE/COUNTY-  IN/BENTON
 LB2177  COUNTRY     -  US
 LB2177  USGS QUAD   -  BOSWELL (2019)
 LB2177
 LB2177                         *CURRENT SURVEY CONTROL
 LB2177  ______________________________________________________________________
 LB2177* NAD 83(1997) POSITION- 40 37 04.59938(N) 087 22 54.25046(W)   ADJUSTED
 LB2177* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LB2177  ______________________________________________________________________
 LB2177  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 LB2177  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 LB2177  HORZ ORDER      -  THIRD
 LB2177
 LB2177.The horizontal coordinates were established by classical geodetic methods
 LB2177.and adjusted by the National Geodetic Survey in May 1999.
 LB2177
 LB2177.The orthometric height was scaled from a topographic map.
 LB2177
 LB2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2177.GEOID18 height accuracy estimate available here.
 LB2177
 LB2177.Click photographs - Photos may exist for this station.
 LB2177
 LB2177.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2177
 LB2177. The following values were computed from the NAD 83(1997) position.
 LB2177
 LB2177;                    North         East     Units Scale Factor Converg.
 LB2177;SPC IN W     -   596,175.044   874,750.230   MT  0.99997451   -0 11 39.4
 LB2177;SPC IN W     - 1,955,950.96  2,869,909.71   sFT  0.99997451   -0 11 39.4
 LB2177;UTM  16      - 4,496,416.687   467,710.696   MT  0.99961283   -0 14 54.7
 LB2177
 LB2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2177!SPC IN W     -   0.99996711  x   0.99997451  =   0.99994162
 LB2177!UTM  16      -   0.99996711  x   0.99961283  =   0.99957995
 LB2177
 LB2177:                Primary Azimuth Mark                     Grid Az
 LB2177:SPC IN W     -  MUD AZ MK 2                              318 37 48.9
 LB2177:UTM  16      -  MUD AZ MK 2                              318 41 04.2
 LB2177
 LB2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6771096416(NAD 83)
 LB2177
 LB2177|---------------------------------------------------------------------|
 LB2177| PID    Reference Object                     Distance      Geod. Az  |
 LB2177|                                                           dddmmss.s |
 LB2177| CM3215 MUD RM 1                             11.402 METERS 00954     |
 LB2177| LB2169 FOWLER MUNICIPAL STANDPIPE          APPROX. 5.2 KM 0932557.7 |
 LB2177| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX. 5.4 KM 0953732.8 |
 LB2177| CM3216 MUD RM 2                             16.580 METERS 13905     |
 LB2177| CM3213 MUD AZ MK                                          1735725.1 |
 LB2177| CM3217 MUD RM 3                             18.798 METERS 24033     |
 LB2177| CM3214 MUD AZ MK 2                                        3182609.5 |
 LB2177|---------------------------------------------------------------------|
 LB2177
 LB2177                          SUPERSEDED SURVEY CONTROL
 LB2177
 LB2177  NAD 83(1986)-  40 37 04.60652(N)    087 22 54.25988(W) AD(       ) 3
 LB2177  NAD 27      -  40 37 04.47280(N)    087 22 54.19110(W) AD(       ) 3
 LB2177
 LB2177.Superseded values are not recommended for survey control.
 LB2177
 LB2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2177.See file dsdata.pdf to determine how the superseded data were derived.
 LB2177
 LB2177_MARKER: DS = TRIANGULATION STATION DISK
 LB2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2177_STAMPING: MUD 1955
 LB2177_MARK LOGO: CGS
 LB2177_PROJECTION: FLUSH
 LB2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2177+STABILITY: SURFACE MOTION
 LB2177
 LB2177  HISTORY     - Date     Condition        Report By
 LB2177  HISTORY     - 1955     MONUMENTED       CGS
 LB2177  HISTORY     - 1969     GOOD             CGS
 LB2177
 LB2177                          STATION DESCRIPTION
 LB2177
 LB2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2177'STATION IS LOCATED ABOUT 6 MILES NORTH OF BOSWELL, 3 MILES WEST OF
 LB2177'FOWLER, 0.25 MILE SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 41 AND
 LB2177'STATE HIGHWAY 18, NEAR THE CENTER OF A GRASS PLOT AT THE FORKS OF A
 LB2177'GRAVEL DRIVEWAY AT THE HOME OF MR. G. S. FOWLER.  IT IS 55 FEET
 LB2177'SOUTH OF THE SOUTHWEST CORNER OF MR. FOWLERS HOME AND 6 FEET EAST OF
 LB2177'A 24 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2177'MUD 1955.
 LB2177'
 LB2177'REFERENCE MARK NO. 1 IS 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER AND
 LB2177'22 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AND 1 FOOT SOUTH
 LB2177'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MUD NO 1
 LB2177'1955.
 LB2177'
 LB2177'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LB2177'DRIVEWAY, 33 FEET SOUTHEAST OF A 30 INCH MAPLE TREE, 25 FEET
 LB2177'SOUTHWEST OF A 30 INCH MAPLE TREE AND 1 FOOT SOUTHWEST OF A FENCE
 LB2177'CORNER AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2177'STAMPED MUD NO 2 1955.
 LB2177'
 LB2177'AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF U. S. HIGHWAY 41, 2
 LB2177'FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT NORTH OF A TELEPHONE POLE
 LB2177'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 LB2177'THE DISK IS STAMPED MUD 1955.
 LB2177'
 LB2177'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2177'HIGHWAY 18, ABOUT 3 MILES WEST OF FOWLER, GO SOUTH ON HIGHWAY 41 FOR
 LB2177'0.25 MILE TO A FARM HOUSE ON THE RIGHT, TURN RIGHT AND GO WEST ON
 LB2177'GRAVEL DRIVE FOR ABOUT 100 YARDS TO REAR OF HOUSE AND STATION AS
 LB2177'DESCRIBED.
 LB2177'
 LB2177'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO HIGHWAY, TURN
 LB2177'RIGHT AND GO SOUTH ON HIGHWAY 41 FOR 0.6 MILE TO THE MARK ON THE
 LB2177'LEFT, EAST SIDE OF ROAD.
 LB2177'
 LB2177'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2177
 LB2177                          STATION RECOVERY (1969)
 LB2177
 LB2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2177'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 LB2177'IN GOOD CONDITION.  REFERENCE MARK 2 FOUND IN A CULTIVATED FIELD
 LB2177'DISTURBED AND THE DISK WAS SALVAGED.  THE AZIMUTH MARK WAS
 LB2177'DESTROYED AT THE REQUEST OF THE HIGHWAY DEPARTMENT TO CLEAR THE
 LB2177'AREA FOR CONSTRUCTION AFTER A NEW AZIMUTH MARK AND REFERENCE
 LB2177'MARK 3 WERE SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 LB2177'DIRECTION WAS FOUND IN ERROR.  THE DIRECTION TO THE STACK AND
 LB2177'STANDPIPE CHECKED.  A NEW DESCRIPTION FOLLOWS--
 LB2177'
 LB2177'ABOUT 6 MILES NORTH OF BOSWELL, 0.25 MILE SOUTH OF THE JUNCTION OF
 LB2177'U. S. HIGHWAY 41 AND STATE HIGHWAY 18, ON THE PROPERTY OF KENNETH
 LB2177'BUDREAU, 55 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE, 36 FEET
 LB2177'SOUTH OF A UTILITY POLE, 16 FEET WEST OF CENTERLINE OF DRIVEWAY TO
 LB2177'GARAGE, 62 NORTHEAST OF A UTILITY POLE, 10 FEET NORTH OF THE
 LB2177'CENTERLINE OF DRIVEWAY, COVERED BY ABOUT 2 INCHES OF GRAVEL IN
 LB2177'PARKING AREA.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE
 LB2177'DISK IS STAMPED MUD 1955.
 LB2177'
 LB2177'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2177'HIGHWAY 18, GO SOUTH ON HIGHWAY 41 FOR 0.25 MILE TO A DRIVEWAY ON
 LB2177'THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR ABOUT 300
 LB2177'FEET TO THE STATION.
 LB2177'
 LB2177'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO WEST ON HIGHWAY 18
 LB2177'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2177'
 LB2177'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LB2177'HOUSE, 1 FOOT EAST OF UTILITY POLE, 9 FEET WEST OF CENTERLINE OF
 LB2177'DRIVEWAY TO GARAGE AND 46 FEET NORTH OF THE CENTERLINE OF THE
 LB2177'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUD NO 1
 LB2177'1955.
 LB2177'
 LB2177'REFERENCE MARK 3 IS 1 FOOT SOUTHEAST OF UTILITY POLE, 59 FEET
 LB2177'NORTHEAST OF THE NORTHEAST CORNER OF A BARN AND 21 FEET SOUTH OF THE
 LB2177'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2177'STAMPED MUD 1955 NO 3 1969.
 LB2177'
 LB2177'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 2 FEET EAST
 LB2177'OF A POWER POLE, 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 LB2177'107 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND UNDERGROUND
 LB2177'TELEPHONE CABLE SIGN.  THE MONUMENT PROJECTS 5 INCHES AND DISK IS
 LB2177'STAMPED MUD 1955 1969.
 LB2177'
 LB2177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 LB2177'OF FOWLER.
 LB2177'
 LB2177'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2060 ***********************************************************************
 HZ2060  DESIGNATION -  MUD LICK RESET
 HZ2060  PID         -  HZ2060
 HZ2060  STATE/COUNTY-  IN/JEFFERSON
 HZ2060  COUNTRY     -  US
 HZ2060  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2060
 HZ2060                         *CURRENT SURVEY CONTROL
 HZ2060  ______________________________________________________________________
 HZ2060* NAD 83(1997) POSITION- 38 50 52.17776(N) 085 22 47.66057(W)   ADJUSTED
 HZ2060* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 HZ2060  ______________________________________________________________________
 HZ2060  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 HZ2060  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 HZ2060  HORZ ORDER      -  FIRST
 HZ2060
 HZ2060.The horizontal coordinates were established by classical geodetic methods
 HZ2060.and adjusted by the National Geodetic Survey in May 1999.
 HZ2060
 HZ2060.The orthometric height was scaled from a topographic map.
 HZ2060
 HZ2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2060.GEOID18 height accuracy estimate available here.
 HZ2060
 HZ2060.Click photographs - Photos may exist for this station.
 HZ2060
 HZ2060.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2060
 HZ2060. The following values were computed from the NAD 83(1997) position.
 HZ2060
 HZ2060;                    North         East     Units Scale Factor Converg.
 HZ2060;SPC IN E     -   399,642.609   124,893.384   MT  0.99997429   +0 10 47.5
 HZ2060;SPC IN E     - 1,311,160.79    409,754.38   sFT  0.99997429   +0 10 47.5
 HZ2060;SPC KY1Z     - 1,279,143.481 1,532,129.977   MT  1.00004871   +0 13 38.0
 HZ2060;SPC KY1Z     - 4,196,656.57  5,026,663.10   sFT  1.00004871   +0 13 38.0
 HZ2060;SPC KY N     -   150,209.857   401,915.041   MT  0.99998409   -0 42 10.4
 HZ2060;SPC KY N     -   492,813.51  1,318,616.26   sFT  0.99998409   -0 42 10.4
 HZ2060;UTM  16      - 4,301,136.980   640,590.839   MT  0.99984340   +1 00 59.0
 HZ2060
 HZ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2060!SPC IN E     -   0.99996267  x   0.99997429  =   0.99993697
 HZ2060!SPC KY1Z     -   0.99996267  x   1.00004871  =   1.00001138
 HZ2060!SPC KY N     -   0.99996267  x   0.99998409  =   0.99994676
 HZ2060!UTM  16      -   0.99996267  x   0.99984340  =   0.99980608
 HZ2060
 HZ2060:                Primary Azimuth Mark                     Grid Az
 HZ2060:SPC IN E     -  MUD LICK AZ MK                           125 32 52.2
 HZ2060:SPC KY1Z     -  MUD LICK AZ MK                           125 30 01.7
 HZ2060:SPC KY N     -  MUD LICK AZ MK                           126 25 50.1
 HZ2060:UTM  16      -  MUD LICK AZ MK                           124 42 40.7
 HZ2060
 HZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4059001136(NAD 83)
 HZ2060
 HZ2060|---------------------------------------------------------------------|
 HZ2060| PID    Reference Object                     Distance      Geod. Az  |
 HZ2060|                                                           dddmmss.s |
 HZ2060| CG9063 MUD LICK RM 5                        88.087 METERS 03506     |
 HZ2060| CG9064 MUD LICK RM 6                        49.524 METERS 12503     |
 HZ2060| CG9062 MUD LICK AZ MK                                     1254339.7 |
 HZ2060| HZ2066 JEFFERSON PROVING GRDS TK 135       APPROX. 3.8 KM 2421600.9 |
 HZ2060|---------------------------------------------------------------------|
 HZ2060
 HZ2060                          SUPERSEDED SURVEY CONTROL
 HZ2060
 HZ2060  NAD 83(1995)-  38 50 52.17655(N)    085 22 47.65937(W) AD(       ) 1
 HZ2060  NAD 83(1993)-  38 50 52.17688(N)    085 22 47.66066(W) AD(       ) 1
 HZ2060  NAD 83(1986)-  38 50 52.17742(N)    085 22 47.66587(W) AD(       ) 1
 HZ2060  NAD 27      -  38 50 51.96500(N)    085 22 47.82000(W) AD(       ) 1
 HZ2060  USSD        -  38 50 52.12600(N)    085 22 47.63900(W) AD(       ) 3
 HZ2060
 HZ2060.Superseded values are not recommended for survey control.
 HZ2060
 HZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2060.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2060
 HZ2060_MARKER: DS = TRIANGULATION STATION DISK
 HZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2060_STAMPING: MUD LICK 1890 1947
 HZ2060_MARK LOGO: CGS
 HZ2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2060+STABILITY: SURFACE MOTION
 HZ2060
 HZ2060  HISTORY     - Date     Condition        Report By
 HZ2060  HISTORY     - 1947     MONUMENTED       CGS
 HZ2060
 HZ2060                          STATION DESCRIPTION
 HZ2060
 HZ2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2060'STATION WAS RECOVERED IN GOOD CONDITION. A NEW SURFACE MARK AND A NEW
 HZ2060'UNDERGROUND MARK, WERE SET TO SUPPLANT THE
 HZ2060'ORIGINAL MARKS. TWO NEW REFERENCE MARKS AND AN AZIMUTH
 HZ2060'MARK WERE ESTABLISHED.  THE ORIGINAL DESCRIPTION IS
 HZ2060'OBSOLETE. A COMPLETE DESCRIPTION FOLLOWS-
 HZ2060'
 HZ2060'STATION IS ABOUT 7 MILES NORTH OF MADISON, IN THE JEFFERSON PROVING
 HZ2060'GROUNDS, APPROXIMATELY 235 FEET WEST OF THE CENTERLINE OF
 HZ2060'STATE HIGHWAY 29, 184 FEET NORTHWEST OF GATE 2 OF THE PROVING
 HZ2060'GROUNDS, 143 FEET WEST OF THE EAST BOUNDARY FENCE OF THE
 HZ2060'PROVING GROUNDS 127 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 HZ2060'GRAVELED ROAD WHICH RUNS WEST FROM GATE 2, 76 FEET EAST OF A
 HZ2060'TELEPHONE POLE, AND 4 FEET NORTHEAST OF A WHITE WITNESS POST. THE
 HZ2060'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED MUD LICK 1890 1947.
 HZ2060'
 HZ2060'REFERENCE MARK NO. 5 IS 289.00 FEET NORTHEAST OF THE STATION AND 1
 HZ2060'FOOT WEST OF THE EAST BOUNDARY FENCE. THE MARK PROJECTS 6
 HZ2060'INCHES, AND THE DISK IS STAMPED MUD LICK NO 5 1947.
 HZ2060'
 HZ2060'REFERENCE MARK NO. 6 IS 162.48 FEET SOUTHEAST OF THE STATION AND 1
 HZ2060'FOOT WEST OF THE EAST BOUNDARY FENCE. THE MARK PROJECTS 4
 HZ2060'INCHES, AND THE DISK IS STAMPED MUD LICK NO 6 1947.
 HZ2060'
 HZ2060'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION AND 16 FEET NORTH
 HZ2060'OF THE APPROXIMATE CENTERLINE OF A MACADAMROAD.  THE MARK
 HZ2060'PROJECTS 8 INCHES, AND THE DISK IS STAMPED MUD LICK 1947.
 HZ2060'
 HZ2060'TO REACH FROM THE POST OFFICE IN MADISON, GO NORTH ON STATE HIGHWAY
 HZ2060'29 FOR 5.9 MILES TO THE MAIN ENTRANCE TO THE JEFFERSON PROVING
 HZ2060'GROUNDS ON THE LEFT, OBTAIN THE KEY TO GATE 2 HERE AND CONTINUE
 HZ2060'NORTH ON THE HIGHWAY FOR 1.3 MILES TO GATE 2 ON THE LEFT,
 HZ2060'THEN TURN LEFT THROUGH THE GATE AND GO NORTHWEST FOR 184 FEET TO THE
 HZ2060'STATION.
 HZ2060'
 HZ2060'TO REACH THE AZIMUTH MARK FROM GATE 2, GO SOUTH ON THE HIGHWAY FOR
 HZ2060'0.15 MILE TO A MACADAM SIDE ROAD LEFT, THEN TURN LEFT AND GO
 HZ2060'0.25 MILE TO MARK ON LEFT.
 HZ2060'
 HZ2060'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2109 ***********************************************************************
 LA2109  DESIGNATION -  MULBERRY
 LA2109  PID         -  LA2109
 LA2109  STATE/COUNTY-  IN/GRANT
 LA2109  COUNTRY     -  US
 LA2109  USGS QUAD   -  GAS CITY (2019)
 LA2109
 LA2109                         *CURRENT SURVEY CONTROL
 LA2109  ______________________________________________________________________
 LA2109* NAD 83(1997) POSITION- 40 25 22.54765(N) 085 31 23.12098(W)   ADJUSTED
 LA2109* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2109  ______________________________________________________________________
 LA2109  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 LA2109  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 LA2109  HORZ ORDER      -  THIRD
 LA2109
 LA2109.The horizontal coordinates were established by classical geodetic methods
 LA2109.and adjusted by the National Geodetic Survey in May 1999.
 LA2109
 LA2109.The orthometric height was scaled from a topographic map.
 LA2109
 LA2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2109.GEOID18 height accuracy estimate available here.
 LA2109
 LA2109.Click photographs - Photos may exist for this station.
 LA2109
 LA2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2109
 LA2109. The following values were computed from the NAD 83(1997) position.
 LA2109
 LA2109;                    North         East     Units Scale Factor Converg.
 LA2109;SPC IN E     -   574,487.557   112,184.257   MT  0.99996849   +0 05 35.2
 LA2109;SPC IN E     - 1,884,797.93    368,057.85   sFT  0.99996849   +0 05 35.2
 LA2109;UTM  16      - 4,475,747.219   625,289.688   MT  0.99979323   +0 57 28.0
 LA2109
 LA2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2109!SPC IN E     -   0.99996365  x   0.99996849  =   0.99993214
 LA2109!UTM  16      -   0.99996365  x   0.99979323  =   0.99975689
 LA2109
 LA2109:                Primary Azimuth Mark                     Grid Az
 LA2109:SPC IN E     -  MULBERRY AZ MK                           319 33 08.2
 LA2109:UTM  16      -  MULBERRY AZ MK                           318 41 15.4
 LA2109
 LA2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2528975747(NAD 83)
 LA2109
 LA2109|---------------------------------------------------------------------|
 LA2109| PID    Reference Object                     Distance      Geod. Az  |
 LA2109|                                                           dddmmss.s |
 LA2109| CC9015 MULBERRY RM 1                        23.967 METERS 01126     |
 LA2109| CC9016 MULBERRY RM 2                        24.342 METERS 14230     |
 LA2109| CC9014 MULBERRY AZ MK                                     3193843.4 |
 LA2109|---------------------------------------------------------------------|
 LA2109
 LA2109                          SUPERSEDED SURVEY CONTROL
 LA2109
 LA2109  NAD 83(1995)-  40 25 22.55063(N)    085 31 23.13338(W) AD(       ) 3
 LA2109  NAD 83(1986)-  40 25 22.55063(N)    085 31 23.13391(W) AD(       ) 3
 LA2109  NAD 27      -  40 25 22.40790(N)    085 31 23.24830(W) AD(       ) 3
 LA2109
 LA2109.Superseded values are not recommended for survey control.
 LA2109
 LA2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2109.See file dsdata.pdf to determine how the superseded data were derived.
 LA2109
 LA2109_MARKER: DS = TRIANGULATION STATION DISK
 LA2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2109_STAMPING: MULBERRY 1955
 LA2109_MARK LOGO: CGS
 LA2109_PROJECTION: FLUSH
 LA2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2109+STABILITY: SURFACE MOTION
 LA2109
 LA2109  HISTORY     - Date     Condition        Report By
 LA2109  HISTORY     - 1955     MONUMENTED       CGS
 LA2109
 LA2109                          STATION DESCRIPTION
 LA2109
 LA2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2109'THE STATION IS 4 MILES SOUTHWEST OF UPLAND, 2-1/2 MILES NORTHWEST OF
 LA2109'MATTHEWS, 69 FEET NORTHWEST OF A POWERLINE POLE, 47 FEET SOUTHWEST OF
 LA2109'THE CENTER OF U.S. HIGHWAY 35, AND 45 FEET NORTH OF THE CENTER OF
 LA2109'STATE HIGHWAY 26.
 LA2109'
 LA2109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 LA2109'HIGHWAY 221 IN THE SOUTH EDGE OF MATTHEWS, GO NORTHWEST ON HIGHWAY 35
 LA2109'FOR 2.85 MILES TO THE JUNCTION OF STATE HIGHWAY 26 AND THE STATION ON
 LA2109'THE LEFT, CONTINUE ON HIGHWAY 35 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 LA2109'THE RIGHT AS DESCRIBED.
 LA2109'
 LA2109'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2109'MULBERRY 1955.
 LA2109'
 LA2109'REFERENCE MARK 1 IS 57 FEET NORTHWEST OF THE JUNCTION, 17 FEET
 LA2109'NORTHEAST OF THE CENTER OF HIGHWAY 35 AND 1 FOOT WEST OF A FENCE.  THE
 LA2109'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED MULBERRY NO 1 1955.
 LA2109'
 LA2109'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTER OF HIGHWAY 26 AND 1
 LA2109'FOOT WEST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 LA2109'4 INCHES, AND THE DISK IS STAMPED MULBERRY NO 2 1955.
 LA2109'
 LA2109'THE AZIMUTH MARK IS 21 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 LA2109'35, 18 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST
 LA2109'OF A FENCE CORNER AND 2 FEET EAST OF A 4 INCH X 4 INCH WHITE WITNESS
 LA2109'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED MULBERRY
 LA2109'1955.
 LA2109'
 LA2109'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2430 ***********************************************************************
 LB2430  DESIGNATION -  MULBORN
 LB2430  PID         -  LB2430
 LB2430  STATE/COUNTY-  IN/CASS
 LB2430  COUNTRY     -  US
 LB2430  USGS QUAD   -  LOGANSPORT (2019)
 LB2430
 LB2430                         *CURRENT SURVEY CONTROL
 LB2430  ______________________________________________________________________
 LB2430* NAD 83(1997) POSITION- 40 45 07.43028(N) 086 21 48.46027(W)   ADJUSTED
 LB2430* NAVD 88 ORTHO HEIGHT -   181.05  (+/-2cm)      594.0   (feet) VERTCON3
 LB2430  ______________________________________________________________________
 LB2430  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 LB2430  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB2430  HORZ ORDER      -  SECOND
 LB2430  VERT ORDER      -  THIRD ? (See Below)
 LB2430
 LB2430.The horizontal coordinates were established by classical geodetic methods
 LB2430.and adjusted by the National Geodetic Survey in May 1999.
 LB2430
 LB2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2430
 LB2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2430.GEOID18 height accuracy estimate available here.
 LB2430
 LB2430.The vertical order pertains to the NGVD 29 superseded value.
 LB2430
 LB2430.Click photographs - Photos may exist for this station.
 LB2430
 LB2430.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2430
 LB2430. The following values were computed from the NAD 83(1997) position.
 LB2430
 LB2430;                    North         East     Units Scale Factor Converg.
 LB2430;SPC IN E     -   611,259.017    41,157.676   MT  1.00000927   -0 27 17.5
 LB2430;SPC IN E     - 2,005,438.96    135,031.48   sFT  1.00000927   -0 27 17.5
 LB2430;SPC IN W     -   611,274.745   960,791.179   MT  1.00001214   +0 28 11.8
 LB2430;SPC IN W     - 2,005,490.56  3,152,195.73   sFT  1.00001214   +0 28 11.8
 LB2430;UTM  16      - 4,511,429.255   553,734.157   MT  0.99963554   +0 24 55.9
 LB2430
 LB2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2430!SPC IN E     -   0.99997696  x   1.00000927  =   0.99998623
 LB2430!SPC IN W     -   0.99997696  x   1.00001214  =   0.99998910
 LB2430!UTM  16      -   0.99997696  x   0.99963554  =   0.99961251
 LB2430
 LB2430:                Primary Azimuth Mark                     Grid Az
 LB2430:SPC IN E     -  LAGRANGE                                 113 09 44.7
 LB2430:SPC IN W     -  LAGRANGE                                 112 14 15.4
 LB2430:UTM  16      -  LAGRANGE                                 112 17 31.3
 LB2430
 LB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5373411429(NAD 83)
 LB2430
 LB2430|---------------------------------------------------------------------|
 LB2430| PID    Reference Object                     Distance      Geod. Az  |
 LB2430|                                                           dddmmss.s |
 LB2430| LB0059 LAGRANGE                            APPROX. 0.5 KM 1124227.2 |
 LB2430| LB0057 LOGANSPORT                          279.669 METERS 25342     |
 LB2430|---------------------------------------------------------------------|
 LB2430
 LB2430                          SUPERSEDED SURVEY CONTROL
 LB2430
 LB2430  NAD 83(1986)-  40 45 07.43736(N)    086 21 48.47914(W) AD(       ) 2
 LB2430  NAD 27      -  40 45 07.27720(N)    086 21 48.48270(W) AD(       ) 2
 LB2430  USSD        -  40 45 07.30400(N)    086 21 48.32200(W) AD(       ) 3
 LB2430  NGVD 29             181.17   (m)          594.4    (f) LEVELING    3  
 LB2430
 LB2430.Superseded values are not recommended for survey control.
 LB2430
 LB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2430.See file dsdata.pdf to determine how the superseded data were derived.
 LB2430
 LB2430_MARKER: DS = TRIANGULATION STATION DISK
 LB2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2430_STAMPING: MULBORN 1920
 LB2430_MARK LOGO: CGS
 LB2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2430+STABILITY: SURFACE MOTION
 LB2430
 LB2430  HISTORY     - Date     Condition        Report By
 LB2430  HISTORY     - 1920     MONUMENTED       CGS
 LB2430  HISTORY     - 1929     MARK NOT FOUND   LOCENG
 LB2430
 LB2430                          STATION DESCRIPTION
 LB2430
 LB2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2430'ABOUT 165 YARDS E OF THE PENNSYLVANIA RAILROAD STATION AT LOGANSPORT,
 LB2430'20 YARDS S OF THE CARUSO AND COMPANY WAREHOUSE, IN THE MIDDLE OF THE
 LB2430'STREET ON THE E SIDE OF THE TRACK, 5.215 METERS (17.11 FEET) E OF
 LB2430'THE E AND NEAREST RAIL OF THE WESTBOUND MAIN TRACK.  THE STATION
 LB2430'AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB2430'DESCRIBED.  THERE IS NO REFERENCE MARK.
 LB2430
 LB2430                          STATION RECOVERY (1929)
 LB2430
 LB2430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 LB2430'NOT RECOVERED.  RAILROAD YARDS HAVE BEEN REBUILT AND THE STATION
 LB2430'PROBABLY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2056 ***********************************************************************
 JA2056  DESIGNATION -  MUMFORD
 JA2056  PID         -  JA2056
 JA2056  STATE/COUNTY-  IN/POSEY
 JA2056  COUNTRY     -  US
 JA2056  USGS QUAD   -  NEW HARMONY (2019)
 JA2056
 JA2056                         *CURRENT SURVEY CONTROL
 JA2056  ______________________________________________________________________
 JA2056* NAD 83(2011) POSITION- 38 12 27.39644(N) 087 56 12.88178(W)   ADJUSTED
 JA2056* NAD 83(2011) ELLIP HT-   120.314 (meters)        (06/27/12)   ADJUSTED
 JA2056* NAD 83(2011) EPOCH   -  2010.00
 JA2056* NAVD 88 ORTHO HEIGHT -   151.3   (meters)      496.    (feet) GPS OBS
 JA2056  ______________________________________________________________________
 JA2056  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JA2056  GEOID HEIGHT    -        -30.851 (meters)                     GEOID99
 JA2056  GEOID HEIGHT    -        -30.921 (meters)                     GEOID18
 JA2056  NAD 83(2011) X  -    180,658.446 (meters)                     COMP
 JA2056  NAD 83(2011) Y  - -5,015,050.545 (meters)                     COMP
 JA2056  NAD 83(2011) Z  -  3,923,651.875 (meters)                     COMP
 JA2056  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 JA2056
 JA2056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA2056  Standards:
 JA2056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA2056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA2056  -------------------------------------------------------------------
 JA2056  NETWORK    0.85   1.23           0.38   0.31   0.63     -0.02502658
 JA2056  -------------------------------------------------------------------
 JA2056  Click here for local accuracies and other accuracy information.
 JA2056
 JA2056.The horizontal coordinates were established by GPS observations
 JA2056.and adjusted by the National Geodetic Survey in June 2012.
 JA2056
 JA2056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA2056.been affixed to the stable North American tectonic plate. See 
 JA2056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA2056
 JA2056.The horizontal coordinates are valid at the epoch date displayed above
 JA2056.which is a decimal equivalence of Year/Month/Day.
 JA2056
 JA2056.The orthometric height was determined by GPS observations and a
 JA2056.high-resolution geoid model.
 JA2056
 JA2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2056.GEOID18 height accuracy estimate available here.
 JA2056
 JA2056.Click photographs - Photos may exist for this station.
 JA2056
 JA2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2056
 JA2056.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2056
 JA2056.The ellipsoidal height was determined by GPS observations
 JA2056.and is referenced to NAD 83.
 JA2056
 JA2056. The following values were computed from the NAD 83(2011) position.
 JA2056
 JA2056;                    North         East     Units Scale Factor Converg.
 JA2056;SPC IN W     -   328,882.101   825,241.807   MT  1.00003547   -0 31 40.7
 JA2056;SPC IN W     - 1,079,007.36  2,707,480.83   sFT  1.00003547   -0 31 40.7
 JA2056;UTM  16      - 4,229,265.034   417,973.239   MT  0.99968286   -0 34 46.3
 JA2056
 JA2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2056!SPC IN W     -   0.99998112  x   1.00003547  =   1.00001659
 JA2056!UTM  16      -   0.99998112  x   0.99968286  =   0.99966399
 JA2056
 JA2056:                Primary Azimuth Mark                     Grid Az
 JA2056:SPC IN W     -  MUMFORD AZ MK                            332 10 27.9
 JA2056:UTM  16      -  MUMFORD AZ MK                            332 13 33.5
 JA2056
 JA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1797329265(NAD 83)
 JA2056
 JA2056|---------------------------------------------------------------------|
 JA2056| PID    Reference Object                     Distance      Geod. Az  |
 JA2056|                                                           dddmmss.s |
 JA2056| CG9066 MUMFORD RM 1                         63.109 METERS 00755     |
 JA2056| JA2057 NEW HARMONY MUNICIPAL TANK          APPROX. 8.8 KM 1762037.0 |
 JA2056| CG9067 MUMFORD RM 2                         43.937 METERS 23544     |
 JA2056| JB1676 CROSSVILLE ATT MICROWAVE            APPROX. 9.3 KM 2410649.4 |
 JA2056| JB1679 CROSSVILLE HALLIBURTON RADIO        APPROX.11.8 KM 2494921.1 |
 JA2056| JA2068 GRAYVILLE MUNICIPAL TANK            APPROX. 7.9 KM 3153906.8 |
 JA2056| JA2069 GRAYVILLE SCHOENHEIT RAD MAST       APPROX. 8.7 KM 3241237.1 |
 JA2056| CG9065 MUMFORD AZ MK                                      3313847.2 |
 JA2056|---------------------------------------------------------------------|
 JA2056
 JA2056                          SUPERSEDED SURVEY CONTROL
 JA2056
 JA2056  NAD 83(2007)-  38 12 27.39655(N)    087 56 12.88268(W) AD(2002.00) 0
 JA2056  ELLIP H (02/10/07)  120.359  (m)                       GP(2002.00)    
 JA2056  NAD 83(1997)-  38 12 27.39642(N)    087 56 12.88305(W) AD(       ) 1
 JA2056  ELLIP H (11/20/03)  120.366  (m)                       GP(       ) 3 1
 JA2056  NAD 83(1997)-  38 12 27.39887(N)    087 56 12.88612(W) AD(       ) 2
 JA2056  NAD 83(1993)-  38 12 27.40686(N)    087 56 12.88431(W) AD(       ) 2
 JA2056  NAD 83(1986)-  38 12 27.40927(N)    087 56 12.88627(W) AD(       ) 2
 JA2056  NAD 27      -  38 12 27.24411(N)    087 56 12.77381(W) AD(       ) 2
 JA2056  NGVD 29 (07/19/86)  151.5    (m)          497.     (f) VERT ANG       
 JA2056
 JA2056.Superseded values are not recommended for survey control.
 JA2056
 JA2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2056.See file dsdata.pdf to determine how the superseded data were derived.
 JA2056
 JA2056_MARKER: DE = TRAVERSE STATION DISK
 JA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2056_STAMPING: MUMFORD 1961
 JA2056_MARK LOGO: CGS
 JA2056_PROJECTION: FLUSH
 JA2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2056+STABILITY: SURFACE MOTION
 JA2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2056+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 JA2056
 JA2056  HISTORY     - Date     Condition        Report By
 JA2056  HISTORY     - 1961     MONUMENTED       CGS
 JA2056  HISTORY     - 1967     GOOD             CGS
 JA2056  HISTORY     - 20030327 GOOD             ILDT
 JA2056
 JA2056                          STATION DESCRIPTION
 JA2056
 JA2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2056'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF GRAYVILLE,
 JA2056'ILLIONIS, ABOUT 2.5 MILES EAST OF THE WABASH RIVER, ABOUT 1.5 MILES
 JA2056'WEST-NORTHWEST OF GRIFFIN, ABOUT 1.5 MILES SOUTH OF THE GIBSON-POSEY
 JA2056'COUNTY LINE AND NEAR THE SOUTH EDGE OF A HIGH BLUFF KNOWN AS MUMFORD
 JA2056'HILLS.
 JA2056'
 JA2056'TO REACH THE STATION FROM THE POST OFFICE IN GRIFFIN, GO NORTH ON THE
 JA2056'MAIN STREET FOR 0.3 MILE TO A T ROAD, TURN LEFT, GO WESTERLY ON
 JA2056'BLACKTOP ROAD FOR 1.1 MILES TO CEMETERY ENTRANCE (TWO BRICK UPRIGHT
 JA2056'POSTS) ON RIGHT, CONTINUE WEST FOR 0.05 MILE TO A BARN AND GATE ON THE
 JA2056'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO NORTH ABOUT 200 FEET TO A
 JA2056'GATE AT THE NORTHEAST CORNER OF BARN, PASS THROUGH GATE AND WEST AND
 JA2056'SOUTH AROUND THE BARN, BEAR RIGHT, GO NORTHERLY UP A STEEP HILL,
 JA2056'CONTINUE NORTH THROUGH TIMBER FOR ABOUT 100 YARDS TO AN OPEN PASTURE,
 JA2056'TURN LEFT, GO WEST ACROSS PASTURE FOR 0.1 MILE TO TOP OF A SMALL RIDGE
 JA2056'AND THE STATION.
 JA2056'
 JA2056'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JA2056'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2056'STAMPED MUMFORD 1961.  THE MARK IS 208 FEET SOUTH OF FENCE, 207.6 FEET
 JA2056'SOUTH OF WITNESS POST, 126 FEET EAST-SOUTHEAST OF A POWER LINE POLE
 JA2056'AND 119 FEET EAST OF FENCE.
 JA2056'
 JA2056'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF 12 INCH
 JA2056'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 JA2056'AND IS STAMPED MUMFORD NO 1 1961.  THE MARK IS 57 FEET WEST OF A LARGE
 JA2056'TREE, 46 FEET EAST OF A LARGE TREE, 2.5 FEET WEST OF WITNESS POST AND
 JA2056'1 FOOT SOUTH OF FENCE.
 JA2056'
 JA2056'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2056'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2056'AND IS STAMPED MUMFORD NO 2 1961.  THE MARK IS 124 FEET SOUTH OF A
 JA2056'POWER LINE POLE AND 1 FOOT EAST OF FENCE.
 JA2056'
 JA2056'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA2056'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 JA2056'STAMPED MUMFORD 1961 THE MARK IS 72 FEET NORTHWEST OF THE NORTHWEST
 JA2056'CORNER OF A MACHINE SHED, 26 FEET NORTH OF CENTER OF ROAD, 2.3 FEET
 JA2056'SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 JA2056'
 JA2056'TO REACH THE AZIMUTH MARK FROM THE GATE AND BLACKTOP ROAD JUST SOUTH
 JA2056'OF BARN, GO WESTERLY AND NORTHERLY ON BLACKTOP ROAD FOR 0.75 MILE TO A
 JA2056'SIDE ROAD RIGHT AND A HOUSE ON RIGHT, TURN RIGHT, GO EASTERLY ON
 JA2056'GRAVEL ROAD FOR 0.35 MILE TO TOP OF HILL, FARM BUILDINGS ON RIGHT AND
 JA2056'THE AZIMUTH MARK ON LEFT.
 JA2056'
 JA2056'HEIGHT OF LIGHT ABOVE STATION MARK 27.9 METERS.
 JA2056
 JA2056                          STATION RECOVERY (1967)
 JA2056
 JA2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2056'STATION WAS RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED AND IN
 JA2056'GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECKED.  A HORIZONTAL
 JA2056'MEASUREMENT WAS MADE TO THE REFERENCE MARKS.  THE ORIGINAL DESCRIPTION
 JA2056'IS ADEQUATE.
 JA2056
 JA2056                          STATION RECOVERY (2003)
 JA2056
 JA2056'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JA2056'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1216 ***********************************************************************
 LA1216  DESIGNATION -  MUNCIE 2
 LA1216  PID         -  LA1216
 LA1216  STATE/COUNTY-  IN/DELAWARE
 LA1216  COUNTRY     -  US
 LA1216  USGS QUAD   -  MUNCIE WEST (2019)
 LA1216
 LA1216                         *CURRENT SURVEY CONTROL
 LA1216  ______________________________________________________________________
 LA1216* NAD 83(1997) POSITION- 40 12 13.45720(N) 085 23 14.17288(W)   ADJUSTED
 LA1216* NAVD 88 ORTHO HEIGHT -   286.643 (meters)      940.43  (feet) ADJUSTED
 LA1216  ______________________________________________________________________
 LA1216  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 LA1216  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 LA1216  DYNAMIC HEIGHT  -        286.491 (meters)      939.93  (feet) COMP
 LA1216  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1216
 LA1216  HORZ ORDER      -  THIRD
 LA1216  VERT ORDER      -  SECOND    CLASS 0
 LA1216
 LA1216.The horizontal coordinates were established by classical geodetic methods
 LA1216.and adjusted by the National Geodetic Survey in May 1999.
 LA1216
 LA1216.The orthometric height was determined by differential leveling and
 LA1216.adjusted by the NATIONAL GEODETIC SURVEY
 LA1216.in June 1991.
 LA1216
 LA1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1216.GEOID18 height accuracy estimate available here.
 LA1216
 LA1216.Click photographs - Photos may exist for this station.
 LA1216
 LA1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1216
 LA1216.The dynamic height is computed by dividing the NAVD 88
 LA1216.geopotential number by the normal gravity value computed on the
 LA1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1216.degrees latitude (g = 980.6199 gals.).
 LA1216
 LA1216.The modeled gravity was interpolated from observed gravity values.
 LA1216
 LA1216. The following values were computed from the NAD 83(1997) position.
 LA1216
 LA1216;                    North         East     Units Scale Factor Converg.
 LA1216;SPC IN E     -   550,176.706   123,786.902   MT  0.99997363   +0 10 49.3
 LA1216;SPC IN E     - 1,805,038.08    406,124.19   sFT  0.99997363   +0 10 49.3
 LA1216;UTM  16      - 4,451,617.656   637,255.182   MT  0.99983191   +1 02 28.3
 LA1216
 LA1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1216!SPC IN E     -   0.99996036  x   0.99997363  =   0.99993399
 LA1216!UTM  16      -   0.99996036  x   0.99983191  =   0.99979227
 LA1216
 LA1216:                Primary Azimuth Mark                     Grid Az
 LA1216:SPC IN E     -  MUNCIE AZ MK                             182 14 13.8
 LA1216:UTM  16      -  MUNCIE AZ MK                             181 22 34.8
 LA1216
 LA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3725551617(NAD 83)
 LA1216
 LA1216|---------------------------------------------------------------------|
 LA1216| PID    Reference Object                     Distance      Geod. Az  |
 LA1216|                                                           dddmmss.s |
 LA1216| CC9019 MUNCIE 2 RM 1                        33.716 METERS 09024     |
 LA1216| LA1215 MUNCIE 2 RM 2                        32.107 METERS 13423     |
 LA1216| LA2084 MUNCIE DELAWARE CO CTHSE SPIRE      APPROX. 1.1 KM 1790628.4 |
 LA1216| LA1214 MUNCIE AZ MK                                       1822503.1 |
 LA1216| LA2088 MUNCIE                               31.120 METERS 30110     |
 LA1216|---------------------------------------------------------------------|
 LA1216
 LA1216                          SUPERSEDED SURVEY CONTROL
 LA1216
 LA1216  NAD 83(1995)-  40 12 13.45853(N)    085 23 14.18209(W) AD(       ) 3
 LA1216  NAD 83(1986)-  40 12 13.45912(N)    085 23 14.18561(W) AD(       ) 3
 LA1216  NAD 27      -  40 12 13.30000(N)    085 23 14.29200(W) AD(       ) 3
 LA1216  NGVD 29 (??/??/92)  286.780  (m)          940.88   (f) ADJ UNCH    2 0
 LA1216  NGVD 29             286.78   (m)          940.9    (f) LEVELING    3  
 LA1216
 LA1216.Superseded values are not recommended for survey control.
 LA1216
 LA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1216.See file dsdata.pdf to determine how the superseded data were derived.
 LA1216
 LA1216_MARKER: DS = TRIANGULATION STATION DISK
 LA1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1216_STAMPING: MUNCIE 2 1940
 LA1216_MARK LOGO: CGS
 LA1216_PROJECTION: RECESSED 8 CENTIMETERS
 LA1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1216+STABILITY: SURFACE MOTION
 LA1216
 LA1216  HISTORY     - Date     Condition        Report By
 LA1216  HISTORY     - 1940     MONUMENTED       CGS
 LA1216  HISTORY     - 1947     GOOD             CGS
 LA1216  HISTORY     - 1953     GOOD             CGS
 LA1216  HISTORY     - 1959     GOOD             CGS
 LA1216  HISTORY     - 1965     GOOD             CGS
 LA1216  HISTORY     - 1968     GOOD             CGS
 LA1216  HISTORY     - 1970     GOOD             NGS
 LA1216
 LA1216                          STATION DESCRIPTION
 LA1216
 LA1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (OSR)
 LA1216'STATION IS ABOUT 0.6 MILE NORTH FROM THE COURTHOUSE IN MUNCIE, NEAR
 LA1216'THE NORTH EDGE OF THE MUNICIPAL GOLF COURSE, ABOUT 13 YARDS SOUTH FROM
 LA1216'THE BANK OF WHITE RIVER, ABOUT 10 FEET WEST FROM THE WEST EDGE OF THE
 LA1216'SIXTH GREEN, 164.3 FEET WEST FROM THE NW CORNER OF CLUB HOUSE, WHICH
 LA1216'IS AT THE NE CORNER OF GOLF COURSE, ON THE FAIRWAY AND ON THE APPROACH
 LA1216'OF THE SIXTH GREEN.  MARK WILL BE 3 OR 4 INCHES UNDER THE SURFACE OF
 LA1216'THE GROUND, 2-1/2 FT. SOUTH FROM LINE WITH NORTH EDGE OF CLUB HOUSE.
 LA1216'
 LA1216'UNDERGROUND MARK IS A 3/8-INCH COPPER TUBE IN A MASS OF CONCRETE 3-1/2
 LA1216'FEET BELOW THE SURFACE OF THE GROUND.  SURFACE MARK IS A STANDARD
 LA1216'STATION MARK DISK IN CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE OF
 LA1216'THE GROUND.  IT IS STAMPED MUNCIE 2 1940.
 LA1216'
 LA1216'R.M. NO. 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE POST, FLUSH
 LA1216'WITH THE GROUND.  IT IS ABOUT 18 FEET EAST FROM THE EAST EDGE OF THE
 LA1216'SIXTH GREEN, 2 FEET EAST FROM THE EAST EDGE OF A SAND TRAP, ON LINE
 LA1216'WITH THE NORTH EDGE OF THE CLUB HOUSE AND 53.5 FEET WEST FROM THE NW
 LA1216'CORNER OF CLUB HOUSE, IT IS 33.716 M (110.615 FT) EAST OF STATION
 LA1216'MARK.
 LA1216'
 LA1216'R.M. NO. 2 IS A STANDARD REFERENCE DISK IN A CONCRETE POST, FLUSH WITH
 LA1216'THE GROUND, IT IS 2-1/2 FEET SW FROM THE MOST SW IRON POST OF AN IRON
 LA1216'PIPE FENCE AROUND NO. 1 TEE, WHICH IS SW OF THE CLUBHOUSE, 8 FEET
 LA1216'SOUTH OF A TREE AND 12 PACES SOUTH FROM THE SOUTHEAST CORNER OF SIXTH
 LA1216'GREEN, 78 FEET WEST AND 22 FEET SOUTH FROM THE SW CORNER OF CLUBHOUSE,
 LA1216'IT IS 32.107 METERS (105.335 FT.) SE OF STATION MARK.  DISTANCE
 LA1216'BETWEEN REFERENCE MARKS IS 24.68 METERS (80.97 FT.)
 LA1216'
 LA1216'AZIMUTH MARK IS THE 1934 MUNCIE AZIMUTH MARK WHICH IS ABOUT 0.25 MILE
 LA1216'SOUTH OF STATION, AT THE SOUTH EDGE OF GOLF COURSE, AND AT THE NORTH
 LA1216'EDGE OF A ROAD ON A CINDER FILL, 120 FEET EAST OF THE NE CORNER OF
 LA1216'HIGH SCHOOL ATHLETIC FIELD, AND ABOUT 100 YARDS WEST OF A STREET WHICH
 LA1216'RUNS ALONG EAST SIDE OF GOLF COURSE.  IT IS A STANDARD AZIMUTH MARK
 LA1216'DISK SET IN CONCRETE POST (ROUND) WHICH PROJECTS ABOUT 6 INCHES.  IT
 LA1216'IS STAMPED MUNCIE 1934.
 LA1216'
 LA1216'NOTE-REFERENCE MARKS WERE MADE FROM MAGNETIC MARK DISKS, BY GRINDING
 LA1216'THE WORDS MAGNETIC MARK OFF AND STAMPING REFERENCE MARK IN ITS PLACE,
 LA1216'AND AN ARROW CUT IN THE CENTER.  BOTH REFERENCE MARKS ARE STAMPED
 LA1216'MUNCIE 2 1940, NO. 1 AND NO. 2 RESPECTIVELY.
 LA1216
 LA1216                          STATION RECOVERY (1947)
 LA1216
 LA1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1216'AT MUNCIE.
 LA1216'AT MUNCIE, ABOUT 0.6 MILE NORTH ALONG NORTH WALNUT STREET FROM THE
 LA1216'NORTHEAST CORNER OF THE COURT HOUSE SQUARE, AT THE MUNCIE
 LA1216'MUNICIPAL GOLF COURSE, 144 FEET WEST OF THE NORTHWEST CORNER OF
 LA1216'THE CLUB HOUSE, 35 FEET SOUTH OF THE WEST END OF A GUARD RAIL
 LA1216'ALONG THE SOUTH BANK OF THE WEST FORK OF WHITE RIVER, 2 FEET
 LA1216'SOUTH OF A POINT IN LINE WITH THE NORTH WALL OF THE CLUB HOUSE, 57
 LA1216'FEET WEST OF THE CUP IN 6TH GREEN, 53 FEET NORTH OF A FORKED
 LA1216'14-INCH TREE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LA1216'THE GROUND.
 LA1216
 LA1216                          STATION RECOVERY (1953)
 LA1216
 LA1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HLJ)
 LA1216'STATION, STAMPED MUNCIE 2 1940, REFERENCE MARK 2, STAMPED MUNCIE 2 RM
 LA1216'NO 2 1940, AND AZIMUTH MARK, STAMPED MUNCIE AZIMUTH 1934, WERE FOUND
 LA1216'IN GOOD CONDITION.
 LA1216
 LA1216                          STATION RECOVERY (1959)
 LA1216
 LA1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LA1216'AT MUNCIE, ABOUT 0.6 MILE NORTH ALONG NORTH WALNUT STREET FROM THE
 LA1216'NORTHEAST CORNER OF THE COURT HOUSE SQUARE, AT THE NE CORNER OF THE
 LA1216'BALL RECREATIONAL FIELD.  STATION IS LOCATED 144 FT. WEST OF THE NW
 LA1216'CORNER OF THE FORMER CLUB HOUSE, 105.3 FT. NW OF RM NO. 2, AND ABOUT 2
 LA1216'FEET SOUTH OF A POINT IN LINE WITH THE NORTH WALL OF THE FORMER CLUB
 LA1216'HOUSE.  STATION RECOVERED IN GOOD CONDITION.
 LA1216'
 LA1216'R.M. NO. 2 RECOVERED AS DESCRIBED.
 LA1216'
 LA1216'RM NO. 1 WAS NOT FOUND (BURIED UNDER A LARGE CINDER PILE)
 LA1216'
 LA1216'AZIMUTH MARK RECOVERED AS DESCRIBED EXCEPT FORMER GOLF COURSE IS NOW
 LA1216'KNOWN AS BALL RECREATIONAL FIELD.
 LA1216
 LA1216                          STATION RECOVERY (1965)
 LA1216
 LA1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 LA1216'THIS STATION AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LA1216'AZIMUTH MARK WAS RECOVERED IN BATTERED CONDITION THOUGH THE DISK IS
 LA1216'STILL IN PLACE AND THE MARK IS SOLID.  RM NO 1 WAS NOT LOOKED FOR AS
 LA1216'MEASUREMENTS PLACED IT UNDER A LARGE PILE OF CINDERS.  THE OLD
 LA1216'DESCRIPTION WAS INADEQUATE, A NEW DESCRIPTION FOLLOWS-
 LA1216'
 LA1216'STATION IS ABOUT 0.6 MILE NORTH OF COURTHOUSE IN MUNCIE, AT NE CORNER
 LA1216'OF BALL RECREATIONAL FIELD, ABOUT 13 YARDS SOUTH OF SOUTH BANK OF
 LA1216'WHITE RIVER, 144 FT.  WEST OF THE NW CORNER OF THE FORMER CLUB HOUSE,
 LA1216'53.0 FT.  NORTH OF LARGE ELM TREE, WESTERLY OF TWO, 40.6 FT. SW OF
 LA1216'POLE DE 66 A 3 - 167.  THE MARK IS A STANDARD BRONZE DISK SET IN A
 LA1216'CONCRETE POST ABOUT 5 INCHES BELOW THE GROUND.  IT IS STAMPED MUNCIE 2
 LA1216'1940.
 LA1216'
 LA1216'RM NO. 2 IS STANDARD REFERENCE DISK SET IN CONCRETE POST ABOUT 1 INCH
 LA1216'BELOW THE GROUND.  IT IS 8 FT. SOUTH OF A LARGE ELM TREE, EASTERLY OF
 LA1216'TWO, 78 FT. WEST AND 22 FT. SOUTH OF THE SW CORNER OF THE FORMER
 LA1216'CLUBHOUSE, THE SOUTHERLY OF THE TWO SW CORNERS.
 LA1216'
 LA1216'AZIMUTH MARK IS THE 1934 MUNCIE AZIMUTH MARK WHICH IS ABOUT 0.25 MILE
 LA1216'SOUTH OF STATION IN GRAVEL PARKING LOT NORTH OF SCHOOL.  IT IS IN THE
 LA1216'SW CORNER OF THE LOT NEAR THE INTERSECTION OF PAVED ROAD AND IN LINE
 LA1216'WITH THE NORTH EDGE OF THE PAVED ROAD EXTENDED.
 LA1216
 LA1216                          STATION RECOVERY (1968)
 LA1216
 LA1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LA1216'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE MARKS NO. 1
 LA1216'AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LA1216'WAS RECOVERED, HOWEVER IT IS NOW AT THE SOUTHWEST CORNER OF A GRAVEL
 LA1216'PARKING LOT THAT IS NORTH OF THE SCHOOL HOUSE.  THE MARK HAS BEEN HIT
 LA1216'AND APPEARS TO BE SLIGHTLY OUT OF ITS ORIGINAL POSITION.  THE MUNCIE
 LA1216'COURTHOUSE FINIAL OBSERVED IN 1940 HAS BEEN REMOVED AND THE OLD
 LA1216'COURTHOUSE TORN DOWN.  THE AREA IN WHICH THE STATION IS IN IS NO
 LA1216'LONGER A GOLF COURSE BUT RATHER A GRASSY RECREATION AREA.  THE OLD
 LA1216'CLUBHOUSE STILL EXISTS.  THE 1940 DESCRIPTION OF THE LOCATION OF THE
 LA1216'STATION IS ADEQUATE.  THE FOLLOW NOTES WILL BE HELPFUL IN FUTURE
 LA1216'RECOVERY OF THE STATION--
 LA1216'
 LA1216'THE STATION MARK IS AS DESCRIBED AND 54.6 FEET NORTHWEST OF THE
 LA1216'NORTHWEST CORNER OF A WHITE BOARD BUILDING AND 40 FEET SOUTHWEST OF A
 LA1216'POWER LINE POLE THAT IS AT A POINT WHERE THE POWER LINE MAKES A 90 DEG
 LA1216'TURN TO THE NORTH AND CROSSES THE WHITE RIVER.
 LA1216'
 LA1216'REFERENCE MARK NO. 1 WAS FOUND 0.8 FEET BELOW THE SURFACE OF A GRAVEL
 LA1216'DRIVEWAY, 33.6 FEET WEST OF THE NORTHWEST CORNER OF THE CLUBHOUSE,
 LA1216'23.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE BOARD
 LA1216'BUILDING AND 0.6 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 LA1216'OF THE CLUBHOUSE.
 LA1216'
 LA1216'REFERENCE MARK NO. 2 IS AS DESCRIBED AND 33.9 FEET SOUTHEAST OF THE
 LA1216'SOUTHWEST CORNER OF THE WHITE BOARD BUILDING AND 31.0 FEET SOUTHWEST
 LA1216'OF THE SOUTHEAST CORNER OF THE BUILDING.  THE BUILDING BLOCKS THE LINE
 LA1216'BETWEEN THIS MARK AND THE STATION MARK.
 LA1216'
 LA1216'THE AZIMUTH MARK IS AS DESCRIBED, HOWEVER A GRAVEL PARKING LOT JOINS
 LA1216'THE ROAD AT THIS POINT AND THE MARK IS IN THE SOUTHWEST CORNER OF THE
 LA1216'LOT PROJECTING 2 INCHES.
 LA1216'
 LA1216'NOTE-THE AZIMUTH MARK CAN NOT BE RESET, NOR ANOTHER REFERENCE MARK
 LA1216'ESTABLISHED AS THERE IS NO OBJECT FROM WHICH TO OBTAIN AN AZIMUTH.
 LA1216'
 LA1216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MUNCIE.
 LA1216
 LA1216                          STATION RECOVERY (1970)
 LA1216
 LA1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 LA1216'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LA1216'
 LA1216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MUNCIE,
 LA1216'INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1215 ***********************************************************************
 LA1215  DESIGNATION -  MUNCIE 2 RM 2
 LA1215  PID         -  LA1215
 LA1215  STATE/COUNTY-  IN/DELAWARE
 LA1215  COUNTRY     -  US
 LA1215  USGS QUAD   -  MUNCIE WEST (2019)
 LA1215
 LA1215                         *CURRENT SURVEY CONTROL
 LA1215  ______________________________________________________________________
 LA1215* NAD 83(1986) POSITION- 40 12 12.73   (N) 085 23 13.20   (W)   HD_HELD1
 LA1215* NAVD 88 ORTHO HEIGHT -   286.664 (meters)      940.50  (feet) ADJUSTED
 LA1215  ______________________________________________________________________
 LA1215  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 LA1215  DYNAMIC HEIGHT  -        286.512 (meters)      940.00  (feet) COMP
 LA1215  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1215
 LA1215  VERT ORDER      -  SECOND    CLASS 0
 LA1215
 LA1215.The horizontal coordinates were determined by differentially corrected
 LA1215.hand held GPS observations or other comparable positioning techniques
 LA1215.and have an estimated accuracy of +/- 3 meters.
 LA1215
 LA1215.The orthometric height was determined by differential leveling and
 LA1215.adjusted by the NATIONAL GEODETIC SURVEY
 LA1215.in June 1991.
 LA1215
 LA1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1215.GEOID18 height accuracy estimate available here.
 LA1215
 LA1215.Click photographs - Photos may exist for this station.
 LA1215
 LA1215.The dynamic height is computed by dividing the NAVD 88
 LA1215.geopotential number by the normal gravity value computed on the
 LA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1215.degrees latitude (g = 980.6199 gals.).
 LA1215
 LA1215.The modeled gravity was interpolated from observed gravity values.
 LA1215
 LA1215;                    North         East    Units  Estimated Accuracy
 LA1215;SPC IN E     -   550,154.3     123,810.0     MT  (+/- 3 meters HH1 GPS) 
 LA1215
 LA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3727851595(NAD 83)
 LA1215
 LA1215                          SUPERSEDED SURVEY CONTROL
 LA1215
 LA1215  NGVD 29 (??/??/92)  286.801  (m)          940.95   (f) ADJ UNCH    2 0
 LA1215
 LA1215.Superseded values are not recommended for survey control.
 LA1215
 LA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1215.See file dsdata.pdf to determine how the superseded data were derived.
 LA1215
 LA1215_MARKER: DR = REFERENCE MARK DISK
 LA1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1215_STAMPING: MUNCIE 2 NO 2 1940
 LA1215_MARK LOGO: CGS
 LA1215_PROJECTION: FLUSH
 LA1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1215+STABILITY: SURFACE MOTION
 LA1215
 LA1215  HISTORY     - Date     Condition        Report By
 LA1215  HISTORY     - 1940     MONUMENTED       CGS
 LA1215  HISTORY     - 1947     GOOD             CGS
 LA1215  HISTORY     - 20091013 MARK NOT FOUND   INDOT
 LA1215
 LA1215                          STATION DESCRIPTION
 LA1215
 LA1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1215'AT MUNCIE.
 LA1215'AT MUNCIE, ABOUT 0.6 MILE NORTH ALONG NORTH WALNUT STREET FROM THE
 LA1215'NORTHEAST CORNER OF THE COURT HOUSE SQUARE, AT THE NORTHEAST
 LA1215'PART OF THE MUNCIE MUNICIPAL GOLF COURSE, 82.5 FEET SOUTHWEST
 LA1215'OF THE SOUTHWEST CORNER OF THE CLUB HOUSE, 105.3 FEET SOUTHEAST
 LA1215'OF THE STATION MARK, 8 FEET SOUTH OF A TWIN 12-INCH TREE, AT
 LA1215'THE NORTHWEST EDGE OF NO. 1 TEE, 2.4 FEET SOUTHWEST OF THE
 LA1215'SOUTHWEST IRON PIPE POST OF FENCE AROUND NO. 1 TEE, AND SET IN
 LA1215'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LA1215
 LA1215                          STATION RECOVERY (2009)
 LA1215
 LA1215'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1215'GOLF COURSE/CLUB HOUSE CALLED FOR ARE GONE AND HIGH SCHOOL/ATHLETIC
 LA1215'FIELD/PARKING LOT HAVE BEEN BUILT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2087 ***********************************************************************
 LA2087  DESIGNATION -  MUNCIE AIRPORT AIRWAY BEACON
 LA2087  PID         -  LA2087
 LA2087  STATE/COUNTY-  IN/DELAWARE
 LA2087  COUNTRY     -  US
 LA2087  USGS QUAD   -  MUNCIE WEST (2019)
 LA2087
 LA2087                         *CURRENT SURVEY CONTROL
 LA2087  ______________________________________________________________________
 LA2087* NAD 83(1997) POSITION- 40 14 15.94760(N) 085 23 15.44317(W)   ADJUSTED
 LA2087  ______________________________________________________________________
 LA2087  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 LA2087  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 LA2087  HORZ ORDER      -  THIRD
 LA2087
 LA2087.This mark is at Delaware Co-Johnson Fld Airport (MIE)
 LA2087
 LA2087.The horizontal coordinates were established by classical geodetic methods
 LA2087.and adjusted by the National Geodetic Survey in May 1999.
 LA2087
 LA2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2087.GEOID18 height accuracy estimate available here.
 LA2087
 LA2087.Click photographs - Photos may exist for this station.
 LA2087
 LA2087.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2087
 LA2087. The following values were computed from the NAD 83(1997) position.
 LA2087
 LA2087;                    North         East     Units Scale Factor Converg.
 LA2087;SPC IN E     -   553,954.603   123,744.979   MT  0.99997360   +0 10 48.9
 LA2087;SPC IN E     - 1,817,432.73    405,986.65   sFT  0.99997360   +0 10 48.9
 LA2087;UTM  16      - 4,455,393.961   637,156.499   MT  0.99983158   +1 02 30.1
 LA2087
 LA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3715655393(NAD 83)
 LA2087
 LA2087                          SUPERSEDED SURVEY CONTROL
 LA2087
 LA2087  NAD 83(1995)-  40 14 15.94917(N)    085 23 15.45225(W) AD(       ) 3
 LA2087  NAD 83(1986)-  40 14 15.94963(N)    085 23 15.45592(W) AD(       ) 3
 LA2087  NAD 27      -  40 14 15.79300(N)    085 23 15.56000(W) AD(       ) 3
 LA2087
 LA2087.Superseded values are not recommended for survey control.
 LA2087
 LA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2087.See file dsdata.pdf to determine how the superseded data were derived.
 LA2087
 LA2087_MARKER: 21 = AIRPORT BEACON
 LA2087
 LA2087  HISTORY     - Date     Condition        Report By
 LA2087  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2087  HISTORY     - 1959     GOOD             CGS
 LA2087  HISTORY     - 1965     GOOD             CGS
 LA2087  HISTORY     - 1968     GOOD             CGS
 LA2087  HISTORY     - 1970     GOOD             NGS
 LA2087  HISTORY     - 1980     GOOD             NGS
 LA2087  HISTORY     - 19901026 GOOD             NGS
 LA2087  HISTORY     - 19961115 GOOD             NGS
 LA2087
 LA2087                          STATION DESCRIPTION
 LA2087
 LA2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LA2087'THE AIRWAY BEACON IS LOCATED AT THE MUNCIE AIRPORT (JOHNSON FIELD)
 LA2087'1500 FEET NORTH OF THE INTERSECTION OF CENTER ROAD AND 300 N. ROAD,
 LA2087'265 FEET WEST OF CENTER ROAD, AND 20 FEET SW OF THE SW CORNER OF
 LA2087'THE REPAIR HANGAR.  THE BEACON IS ATOP A STEEL FOUR LEGGED TOWER
 LA2087'WITH A SMALL SHEET METAL BUILDING BUILT AROUND THE BASE.
 LA2087
 LA2087                          STATION RECOVERY (1965)
 LA2087
 LA2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 LA2087'STATION RECOVERED AS DESCRIBED IN 1959 AND FOUND IN GOOD CONDITION.
 LA2087
 LA2087                          STATION RECOVERY (1968)
 LA2087
 LA2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DRA)
 LA2087'THE STATION WAS RECOVERED AS DESCRIBED.
 LA2087
 LA2087                          STATION RECOVERY (1970)
 LA2087
 LA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 LA2087'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LA2087'
 LA2087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DELAWARE
 LA2087'COUNTY-JOHNSON FIELD AIRPORT MUNCIE, INDIANA.
 LA2087
 LA2087                          STATION RECOVERY (1980)
 LA2087
 LA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 LA2087'RECOVERED IN GOOD CONDITION.
 LA2087'
 LA2087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DELAWARE
 LA2087'COUNTY AIRPORT-JOHNSON FIELD.
 LA2087
 LA2087                          STATION RECOVERY (1990)
 LA2087
 LA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LA2087'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT ABOUT 2100 FT.
 LA2087'(640.1 M) ESE OF THE MIDFIELD RUNWAY INTERSECTION AND AT THE SOUTH
 LA2087'EDGE OF A LARGE HANGAR OWNED BY MUNCIE AVIATION.  IT IS A STANDARD
 LA2087'GREEN AND WHITE ROTATING BEACON ATOP A SKELETAL STEEL TOWER WHICH IS
 LA2087'PAINTED RED AND WHITE.
 LA2087
 LA2087                          STATION RECOVERY (1996)
 LA2087
 LA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 LA2087'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT ABOUT 2100 FT.
 LA2087'(640.1 M) ESE OF THE MIDFIELD RUNWAY INTERSECTION AND AT THE SOUTH
 LA2087'EDGE OF A LARGE HANGAR OWNED BY MUNCIE AVIATION.  IT IS A STANDARD
 LA2087'GREEN AND WHITE ROTATING BEACON ATOP A SKELETAL STEEL TOWER WHICH IS
 LA2087'PAINTED RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1214 ***********************************************************************
 LA1214  DESIGNATION -  MUNCIE AZ MK
 LA1214  PID         -  LA1214
 LA1214  STATE/COUNTY-  IN/DELAWARE
 LA1214  COUNTRY     -  US
 LA1214  USGS QUAD   -  MUNCIE WEST (2019)
 LA1214
 LA1214                         *CURRENT SURVEY CONTROL
 LA1214  ______________________________________________________________________
 LA1214* NAD 83(1986) POSITION- 40 11 59.     (N) 085 23 15.     (W)   SCALED
 LA1214* NAVD 88 ORTHO HEIGHT -   284.161 (meters)      932.28  (feet) ADJUSTED
 LA1214  ______________________________________________________________________
 LA1214  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 LA1214  DYNAMIC HEIGHT  -        284.009 (meters)      931.79  (feet) COMP
 LA1214  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 LA1214
 LA1214  VERT ORDER      -  SECOND    CLASS 0
 LA1214
 LA1214.The horizontal coordinates were scaled from a map and have
 LA1214.an estimated accuracy of +/- 6 seconds.
 LA1214
 LA1214.The orthometric height was determined by differential leveling and
 LA1214.adjusted by the NATIONAL GEODETIC SURVEY
 LA1214.in June 1991.
 LA1214
 LA1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1214.GEOID18 height accuracy estimate available here.
 LA1214
 LA1214.Click photographs - Photos may exist for this station.
 LA1214
 LA1214.The dynamic height is computed by dividing the NAVD 88
 LA1214.geopotential number by the normal gravity value computed on the
 LA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1214.degrees latitude (g = 980.6199 gals.).
 LA1214
 LA1214.The modeled gravity was interpolated from observed gravity values.
 LA1214
 LA1214;                    North         East    Units  Estimated Accuracy
 LA1214;SPC IN E     -   549,730.      123,770.      MT  (+/- 180 meters Scaled)
 LA1214
 LA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372511(NAD 83)
 LA1214
 LA1214                          SUPERSEDED SURVEY CONTROL
 LA1214
 LA1214  NGVD 29 (??/??/92)  284.297  (m)          932.73   (f) ADJ UNCH    2 0
 LA1214
 LA1214.Superseded values are not recommended for survey control.
 LA1214
 LA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1214.See file dsdata.pdf to determine how the superseded data were derived.
 LA1214
 LA1214_MARKER: DR = REFERENCE MARK DISK
 LA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1214_STAMPING: MUNCIE AZIMUTH 1934
 LA1214_MARK LOGO: CGS
 LA1214_PROJECTION: PROJECTING 22 CENTIMETERS
 LA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1214+STABILITY: SURFACE MOTION
 LA1214
 LA1214  HISTORY     - Date     Condition        Report By
 LA1214  HISTORY     - 1934     MONUMENTED       CGS
 LA1214  HISTORY     - 1947     GOOD             CGS
 LA1214  HISTORY     - 20091026 MARK NOT FOUND   INDOT
 LA1214
 LA1214                          STATION DESCRIPTION
 LA1214
 LA1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1214'AT MUNCIE.
 LA1214'AT MUNCIE, ABOUT 0.4 MILE NORTH ALONG NORTH WALNUT STREET FROM
 LA1214'THE NORTHEAST CORNER OF THE COURT HOUSE SQUARE, ALONG THE SOUTH
 LA1214'EDGE OF THE MUNCIE MUNICIPAL GOLF COURSE, 108.5 FEET EAST OF THE
 LA1214'NORTHEAST CORNER OF THE FENCE AROUND THE HIGH SCHOOL ATHLETIC
 LA1214'FIELD, 271.5 FEET NORTH OF THE NORTHWEST CORNER OF THE SCHOOL
 LA1214'BUILDING, 13 FEET NORTH OF THE CENTER LINE OF A DRIVE TO THE FIELD
 LA1214'RUNNING ALONG THE SOUTH EDGE OF THE GOLF COURSE, ABOUT 110 YARDS
 LA1214'WEST OF THE CENTER LINE OF NORTH WALNUT STREET, ABOUT LEVEL WITH
 LA1214'THE DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9
 LA1214'INCHES.
 LA1214
 LA1214                          STATION RECOVERY (2009)
 LA1214
 LA1214'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1214'GOLF COURSE CALLED FOR IS GONE AND HIGH SCHOOL/ATHLETIC FIELD/PARKING
 LA1214'LOT HAVE BEEN BUILT. DRIVE CALLED FOR HAS BEEN WIDENED AND PAVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2075 ***********************************************************************
 LA2075  DESIGNATION -  MUNCIE BALL BROS PLANT STACK
 LA2075  PID         -  LA2075
 LA2075  STATE/COUNTY-  IN/DELAWARE
 LA2075  COUNTRY     -  US
 LA2075  USGS QUAD   -  MUNCIE EAST (2019)
 LA2075
 LA2075                         *CURRENT SURVEY CONTROL
 LA2075  ______________________________________________________________________
 LA2075* NAD 83(1997) POSITION- 40 10 50.17163(N) 085 22 10.32056(W)   ADJUSTED
 LA2075  ______________________________________________________________________
 LA2075  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 LA2075  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 LA2075  HORZ ORDER      -  THIRD
 LA2075
 LA2075.The horizontal coordinates were established by classical geodetic methods
 LA2075.and adjusted by the National Geodetic Survey in May 1999.
 LA2075
 LA2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2075.GEOID18 height accuracy estimate available here.
 LA2075
 LA2075.Click photographs - Photos may exist for this station.
 LA2075
 LA2075.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2075
 LA2075. The following values were computed from the NAD 83(1997) position.
 LA2075
 LA2075;                    North         East     Units Scale Factor Converg.
 LA2075;SPC IN E     -   547,612.831   125,305.551   MT  0.99997455   +0 11 30.2
 LA2075;SPC IN E     - 1,796,626.43    411,106.63   sFT  0.99997455   +0 11 30.2
 LA2075;UTM  16      - 4,449,077.236   638,811.953   MT  0.99983720   +1 03 07.7
 LA2075
 LA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3881149077(NAD 83)
 LA2075
 LA2075                          SUPERSEDED SURVEY CONTROL
 LA2075
 LA2075  NAD 83(1995)-  40 10 50.17286(N)    085 22 10.32983(W) AD(       ) 3
 LA2075  NAD 83(1986)-  40 10 50.17345(N)    085 22 10.33323(W) AD(       ) 3
 LA2075  NAD 27      -  40 10 50.01000(N)    085 22 10.44000(W) AD(       ) 3
 LA2075
 LA2075.Superseded values are not recommended for survey control.
 LA2075
 LA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2075.See file dsdata.pdf to determine how the superseded data were derived.
 LA2075
 LA2075_MARKER: 63 = STACK
 LA2075
 LA2075  HISTORY     - Date     Condition        Report By
 LA2075  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2075
 LA2075                          STATION DESCRIPTION
 LA2075
 LA2075'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2090 ***********************************************************************
 LA2090  DESIGNATION -  MUNCIE BORG WARNER CORP E TANK
 LA2090  PID         -  LA2090
 LA2090  STATE/COUNTY-  IN/DELAWARE
 LA2090  COUNTRY     -  US
 LA2090  USGS QUAD   -  MUNCIE WEST (2019)
 LA2090
 LA2090                         *CURRENT SURVEY CONTROL
 LA2090  ______________________________________________________________________
 LA2090* NAD 83(1997) POSITION- 40 10 43.30543(N) 085 26 40.89939(W)   ADJUSTED
 LA2090  ______________________________________________________________________
 LA2090  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 LA2090  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 LA2090  HORZ ORDER      -  THIRD
 LA2090
 LA2090.The horizontal coordinates were established by classical geodetic methods
 LA2090.and adjusted by the National Geodetic Survey in May 1999.
 LA2090
 LA2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2090.GEOID18 height accuracy estimate available here.
 LA2090
 LA2090.Click photographs - Photos may exist for this station.
 LA2090
 LA2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2090
 LA2090. The following values were computed from the NAD 83(1997) position.
 LA2090
 LA2090;                    North         East     Units Scale Factor Converg.
 LA2090;SPC IN E     -   547,382.348   118,904.954   MT  0.99997106   +0 08 35.6
 LA2090;SPC IN E     - 1,795,870.25    390,107.34   sFT  0.99997106   +0 08 35.6
 LA2090;UTM  16      - 4,448,750.713   632,416.474   MT  0.99981585   +1 00 12.9
 LA2090
 LA2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3241648750(NAD 83)
 LA2090
 LA2090                          SUPERSEDED SURVEY CONTROL
 LA2090
 LA2090  NAD 83(1995)-  40 10 43.30684(N)    085 26 40.90970(W) AD(       ) 3
 LA2090  NAD 83(1986)-  40 10 43.30734(N)    085 26 40.91294(W) AD(       ) 3
 LA2090  NAD 27      -  40 10 43.14714(N)    085 26 41.01430(W) AD(       ) 3
 LA2090
 LA2090.Superseded values are not recommended for survey control.
 LA2090
 LA2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2090.See file dsdata.pdf to determine how the superseded data were derived.
 LA2090
 LA2090_MARKER: 53 = ELEVATED TANK
 LA2090
 LA2090  HISTORY     - Date     Condition        Report By
 LA2090  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2090
 LA2090                          STATION DESCRIPTION
 LA2090
 LA2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2090'MUNCIE BORG WARNER CORPORATION EAST WATER TANK IS LOCATED ABOUT
 LA2090'2 MILES WEST OF MUNCIE ALONG THE SOUTH SIDE OF STATE HIGHWAY
 LA2090'32, AT THE SOUTHEAST CORNER OF THE BORG WARNER PLANT NEAR
 LA2090'TWO STACKS.
 LA2090'
 LA2090'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32
 LA2090'AND 67 IN MUNCIE, GO WEST ON STATE HIGHWAY 32 FOR 3.5 MILES
 LA2090'TO THE PLANT AND TANK ON THE LEFT.
 LA2090'
 LA2090'IT IS A 6 LEGGED BLACK, OVAL STEEL WATER TANK AND HAS AN OVER-ALL
 LA2090'HEIGHT OF 130 FEET.
 LA2090'
 LA2090'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2073 ***********************************************************************
 LA2073  DESIGNATION -  MUNCIE IND STEEL AND WIRE STK
 LA2073  PID         -  LA2073
 LA2073  STATE/COUNTY-  IN/DELAWARE
 LA2073  COUNTRY     -  US
 LA2073  USGS QUAD   -  MUNCIE EAST (2019)
 LA2073
 LA2073                         *CURRENT SURVEY CONTROL
 LA2073  ______________________________________________________________________
 LA2073* NAD 83(1997) POSITION- 40 11 36.81547(N) 085 21 43.21838(W)   ADJUSTED
 LA2073  ______________________________________________________________________
 LA2073  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 LA2073  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 LA2073  HORZ ORDER      -  THIRD
 LA2073
 LA2073.The horizontal coordinates were established by classical geodetic methods
 LA2073.and adjusted by the National Geodetic Survey in May 1999.
 LA2073
 LA2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2073.GEOID18 height accuracy estimate available here.
 LA2073
 LA2073.Click photographs - Photos may exist for this station.
 LA2073
 LA2073.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2073
 LA2073. The following values were computed from the NAD 83(1997) position.
 LA2073
 LA2073;                    North         East     Units Scale Factor Converg.
 LA2073;SPC IN E     -   549,053.640   125,941.775   MT  0.99997495   +0 11 47.8
 LA2073;SPC IN E     - 1,801,353.48    413,193.97   sFT  0.99997495   +0 11 47.8
 LA2073;UTM  16      - 4,450,527.239   639,426.382   MT  0.99983931   +1 03 26.2
 LA2073
 LA2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3942650527(NAD 83)
 LA2073
 LA2073                          SUPERSEDED SURVEY CONTROL
 LA2073
 LA2073  NAD 83(1995)-  40 11 36.81677(N)    085 21 43.22769(W) AD(       ) 3
 LA2073  NAD 83(1986)-  40 11 36.81732(N)    085 21 43.23090(W) AD(       ) 3
 LA2073  NAD 27      -  40 11 36.65600(N)    085 21 43.33700(W) AD(       ) 3
 LA2073
 LA2073.Superseded values are not recommended for survey control.
 LA2073
 LA2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2073.See file dsdata.pdf to determine how the superseded data were derived.
 LA2073
 LA2073_MARKER: 63 = STACK
 LA2073
 LA2073  HISTORY     - Date     Condition        Report By
 LA2073  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2073  HISTORY     - 1959     GOOD             CGS
 LA2073
 LA2073                          STATION DESCRIPTION
 LA2073
 LA2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LA2073'STACK TORN DOWN, STATION DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2085 ***********************************************************************
 LA2085  DESIGNATION -  MUNCIE MUN POWER PLANT STACK
 LA2085  PID         -  LA2085
 LA2085  STATE/COUNTY-  IN/DELAWARE
 LA2085  COUNTRY     -  US
 LA2085  USGS QUAD   -  MUNCIE WEST (2019)
 LA2085
 LA2085                         *CURRENT SURVEY CONTROL
 LA2085  ______________________________________________________________________
 LA2085* NAD 83(1997) POSITION- 40 11 44.70648(N) 085 23 12.70193(W)   ADJUSTED
 LA2085  ______________________________________________________________________
 LA2085  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 LA2085  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 LA2085  HORZ ORDER      -  THIRD
 LA2085
 LA2085.The horizontal coordinates were established by classical geodetic methods
 LA2085.and adjusted by the National Geodetic Survey in May 1999.
 LA2085
 LA2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2085.GEOID18 height accuracy estimate available here.
 LA2085
 LA2085.Click photographs - Photos may exist for this station.
 LA2085
 LA2085.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2085
 LA2085. The following values were computed from the NAD 83(1997) position.
 LA2085
 LA2085;                    North         East     Units Scale Factor Converg.
 LA2085;SPC IN E     -   549,290.055   123,824.483   MT  0.99997365   +0 10 50.1
 LA2085;SPC IN E     - 1,802,129.12    406,247.49   sFT  0.99997365   +0 10 50.1
 LA2085;UTM  16      - 4,450,731.796   637,306.072   MT  0.99983208   +1 02 28.6
 LA2085
 LA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3730650731(NAD 83)
 LA2085
 LA2085                          SUPERSEDED SURVEY CONTROL
 LA2085
 LA2085  NAD 83(1995)-  40 11 44.70793(N)    085 23 12.71120(W) AD(       ) 3
 LA2085  NAD 83(1986)-  40 11 44.70829(N)    085 23 12.71470(W) AD(       ) 3
 LA2085  NAD 27      -  40 11 44.54600(N)    085 23 12.82100(W) AD(       ) 3
 LA2085
 LA2085.Superseded values are not recommended for survey control.
 LA2085
 LA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2085.See file dsdata.pdf to determine how the superseded data were derived.
 LA2085
 LA2085_MARKER: 63 = STACK
 LA2085
 LA2085  HISTORY     - Date     Condition        Report By
 LA2085  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2085  HISTORY     - 1959     GOOD             CGS
 LA2085
 LA2085                          STATION DESCRIPTION
 LA2085
 LA2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LA2085'THE POWER PLANT IS NOW KNOWN AS THE MICHIGAN - INDIANA POWER CO.
 LA2085'THERE WERE TWO STACKS IN CLOSE PROXIMITY, THE TALLER OF THE TWO WAS
 LA2085'TORN DOWN IN 1958.  IT WAS IMPOSSIBLE TO DETERMINE IF THE LARGE
 LA2085'CONCRETE STACK REMAINING IS THE STATION WITHOUT REOBSERVING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2086 ***********************************************************************
 LA2086  DESIGNATION -  MUNCIE ST LAWRENCE CATH CHURCH
 LA2086  PID         -  LA2086
 LA2086  STATE/COUNTY-  IN/DELAWARE
 LA2086  COUNTRY     -  US
 LA2086  USGS QUAD   -  MUNCIE WEST (2019)
 LA2086
 LA2086                         *CURRENT SURVEY CONTROL
 LA2086  ______________________________________________________________________
 LA2086* NAD 83(1997) POSITION- 40 11 27.70484(N) 085 22 38.39483(W)   ADJUSTED
 LA2086  ______________________________________________________________________
 LA2086  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 LA2086  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 LA2086  HORZ ORDER      -  THIRD
 LA2086
 LA2086.The horizontal coordinates were established by classical geodetic methods
 LA2086.and adjusted by the National Geodetic Survey in May 1999.
 LA2086
 LA2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2086.GEOID18 height accuracy estimate available here.
 LA2086
 LA2086.Click photographs - Photos may exist for this station.
 LA2086
 LA2086.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2086
 LA2086. The following values were computed from the NAD 83(1997) position.
 LA2086
 LA2086;                    North         East     Units Scale Factor Converg.
 LA2086;SPC IN E     -   548,768.274   124,637.621   MT  0.99997414   +0 11 12.2
 LA2086;SPC IN E     - 1,800,417.25    408,915.26   sFT  0.99997414   +0 11 12.2
 LA2086;UTM  16      - 4,450,222.359   638,126.840   MT  0.99983487   +1 02 50.4
 LA2086
 LA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3812650222(NAD 83)
 LA2086
 LA2086                          SUPERSEDED SURVEY CONTROL
 LA2086
 LA2086  NAD 83(1995)-  40 11 27.70620(N)    085 22 38.40414(W) AD(       ) 3
 LA2086  NAD 83(1986)-  40 11 27.70665(N)    085 22 38.40750(W) AD(       ) 3
 LA2086  NAD 27      -  40 11 27.54400(N)    085 22 38.51400(W) AD(       ) 3
 LA2086
 LA2086.Superseded values are not recommended for survey control.
 LA2086
 LA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2086.See file dsdata.pdf to determine how the superseded data were derived.
 LA2086
 LA2086_MARKER: 90 = CHURCH SPIRE
 LA2086
 LA2086  HISTORY     - Date     Condition        Report By
 LA2086  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2086
 LA2086                          STATION DESCRIPTION
 LA2086
 LA2086'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2089 ***********************************************************************
 LA2089  DESIGNATION -  MUNCIE TV STATION WLBC MAST
 LA2089  PID         -  LA2089
 LA2089  STATE/COUNTY-  IN/DELAWARE
 LA2089  COUNTRY     -  US
 LA2089  USGS QUAD   -  MUNCIE WEST (2019)
 LA2089
 LA2089                         *CURRENT SURVEY CONTROL
 LA2089  ______________________________________________________________________
 LA2089* NAD 83(1997) POSITION- 40 09 38.17964(N) 085 22 42.24738(W)   ADJUSTED
 LA2089  ______________________________________________________________________
 LA2089  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 LA2089  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 LA2089  HORZ ORDER      -  THIRD
 LA2089
 LA2089.The horizontal coordinates were established by classical geodetic methods
 LA2089.and adjusted by the National Geodetic Survey in May 1999.
 LA2089
 LA2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2089.GEOID18 height accuracy estimate available here.
 LA2089
 LA2089.Click photographs - Photos may exist for this station.
 LA2089
 LA2089.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2089
 LA2089. The following values were computed from the NAD 83(1997) position.
 LA2089
 LA2089;                    North         East     Units Scale Factor Converg.
 LA2089;SPC IN E     -   545,389.900   124,557.459   MT  0.99997409   +0 11 09.3
 LA2089;SPC IN E     - 1,789,333.36    408,652.26   sFT  0.99997409   +0 11 09.3
 LA2089;UTM  16      - 4,446,843.632   638,097.418   MT  0.99983477   +1 02 45.5
 LA2089
 LA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3809746843(NAD 83)
 LA2089
 LA2089                          SUPERSEDED SURVEY CONTROL
 LA2089
 LA2089  NAD 83(1995)-  40 09 38.18061(N)    085 22 42.25771(W) AD(       ) 3
 LA2089  NAD 83(1986)-  40 09 38.18145(N)    085 22 42.26045(W) AD(       ) 3
 LA2089  NAD 27      -  40 09 38.01200(N)    085 22 42.38100(W) AD(       ) 3
 LA2089
 LA2089.Superseded values are not recommended for survey control.
 LA2089
 LA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2089.See file dsdata.pdf to determine how the superseded data were derived.
 LA2089
 LA2089_MARKER: 42 = RADIO/TV MAST
 LA2089
 LA2089  HISTORY     - Date     Condition        Report By
 LA2089  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2089  HISTORY     - 1965     GOOD             CGS
 LA2089  HISTORY     - 1970     GOOD             NGS
 LA2089  HISTORY     - 1970     GOOD             NGS
 LA2089
 LA2089                          STATION DESCRIPTION
 LA2089
 LA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2089'THE STATION IS LOCATED IN THE SOUTHERN EDGE OF MUNCIE.  IT IS
 LA2089'THE TRI-CITY RADIO
 LA2089'CORPORATION WLBC TELEVISION TOWER, IT IS A 4-LEGGED STEEL STRUCTURE
 LA2089'PAINTED ORANGE AND WHITE AND IT IS
 LA2089'548 FEET HIGH.
 LA2089'
 LA2089'THE POINT OBSERVED ON WAS THE RED LIGHT AT THE TOP OF THE TOWER.
 LA2089
 LA2089                          STATION RECOVERY (1965)
 LA2089
 LA2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 LA2089'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LA2089
 LA2089                          STATION RECOVERY (1970)
 LA2089
 LA2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 LA2089'THIS STATION RECOVERED IN GOOD CONDITION.
 LA2089'
 LA2089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MUNCIE,
 LA2089'INDIANA.
 LA2089
 LA2089                          STATION RECOVERY (1970)
 LA2089
 LA2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2089'MUNCIE TV STATION WLBC MAST WAS RECOVERED AS DESCRIBED BY W.F.D.
 LA2089'IN 1955.
 LA2089'
 LA2089'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER AND THE
 LA2089'OVER-ALL HEIGHT IS 542 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2092 ***********************************************************************
 LA2092  DESIGNATION -  MUNCIE WESTINGHOUSE CORP TANK
 LA2092  PID         -  LA2092
 LA2092  STATE/COUNTY-  IN/DELAWARE
 LA2092  COUNTRY     -  US
 LA2092  USGS QUAD   -  MUNCIE WEST (2019)
 LA2092
 LA2092                         *CURRENT SURVEY CONTROL
 LA2092  ______________________________________________________________________
 LA2092* NAD 83(1997) POSITION- 40 09 39.03405(N) 085 23 57.06886(W)   ADJUSTED
 LA2092  ______________________________________________________________________
 LA2092  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 LA2092  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 LA2092  HORZ ORDER      -  THIRD
 LA2092
 LA2092.The horizontal coordinates were established by classical geodetic methods
 LA2092.and adjusted by the National Geodetic Survey in May 1999.
 LA2092
 LA2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2092.GEOID18 height accuracy estimate available here.
 LA2092
 LA2092.Click photographs - Photos may exist for this station.
 LA2092
 LA2092.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2092
 LA2092. The following values were computed from the NAD 83(1997) position.
 LA2092
 LA2092;                    North         East     Units Scale Factor Converg.
 LA2092;SPC IN E     -   545,410.714   122,786.796   MT  0.99997306   +0 10 21.0
 LA2092;SPC IN E     - 1,789,401.65    402,843.01   sFT  0.99997306   +0 10 21.0
 LA2092;UTM  16      - 4,446,837.867   636,326.893   MT  0.99982879   +1 01 57.3
 LA2092
 LA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3632646837(NAD 83)
 LA2092
 LA2092                          SUPERSEDED SURVEY CONTROL
 LA2092
 LA2092  NAD 83(1995)-  40 09 39.03535(N)    085 23 57.07924(W) AD(       ) 3
 LA2092  NAD 83(1986)-  40 09 39.03577(N)    085 23 57.08243(W) AD(       ) 3
 LA2092  NAD 27      -  40 09 38.87289(N)    085 23 57.18583(W) AD(       ) 3
 LA2092
 LA2092.Superseded values are not recommended for survey control.
 LA2092
 LA2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2092.See file dsdata.pdf to determine how the superseded data were derived.
 LA2092
 LA2092_MARKER: 53 = ELEVATED TANK
 LA2092
 LA2092  HISTORY     - Date     Condition        Report By
 LA2092  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2092
 LA2092                          STATION DESCRIPTION
 LA2092
 LA2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2092'MUNCIE WESTINGHOUSE CORPORATION WATER TANK IS LOCATED IN THE
 LA2092'SOUTHWEST EDGE OF MUNCIE AT 23RD STREET AND COWAN ROAD AND OWNED
 LA2092'BY THE WESTINGHOUSE CORPORATION.
 LA2092'
 LA2092'IT IS A 5-LEGGED STEEL SILVER TANK AND HAS AN OVER-ALL HEIGHT OF
 LA2092'175 FEET.
 LA2092'
 LA2092'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2921 ***********************************************************************
 ME2921  DESIGNATION -  MUNSTER MUNICIPAL TANK
 ME2921  PID         -  ME2921
 ME2921  STATE/COUNTY-  IN/LAKE
 ME2921  COUNTRY     -  US
 ME2921  USGS QUAD   -  CALUMET CITY (2018)
 ME2921
 ME2921                         *CURRENT SURVEY CONTROL
 ME2921  ______________________________________________________________________
 ME2921* NAD 83(1997) POSITION- 41 33 42.44816(N) 087 30 31.35937(W)   ADJUSTED
 ME2921  ______________________________________________________________________
 ME2921  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 ME2921  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 ME2921  HORZ ORDER      -  THIRD
 ME2921
 ME2921.The horizontal coordinates were established by classical geodetic methods
 ME2921.and adjusted by the National Geodetic Survey in May 1999.
 ME2921
 ME2921.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2921.GEOID18 height accuracy estimate available here.
 ME2921
 ME2921.Click photographs - Photos may exist for this station.
 ME2921
 ME2921.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2921
 ME2921. The following values were computed from the NAD 83(1997) position.
 ME2921
 ME2921;                    North         East     Units Scale Factor Converg.
 ME2921;SPC IN W     -   701,035.657   864,517.525   MT  0.99998215   -0 16 56.0
 ME2921;SPC IN W     - 2,299,981.15  2,836,337.91   sFT  0.99998215   -0 16 56.0
 ME2921;UTM  16      - 4,601,249.192   457,581.892   MT  0.99962214   -0 20 15.0
 ME2921
 ME2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5758101249(NAD 83)
 ME2921
 ME2921                          SUPERSEDED SURVEY CONTROL
 ME2921
 ME2921  NAD 83(1994)-  41 33 42.45335(N)    087 30 31.36652(W) AD(       ) 3
 ME2921  NAD 83(1986)-  41 33 42.45336(N)    087 30 31.36646(W) AD(       ) 3
 ME2921  NAD 27      -  41 33 42.32788(N)    087 30 31.22192(W) AD(       ) 3
 ME2921
 ME2921.Superseded values are not recommended for survey control.
 ME2921
 ME2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2921.See file dsdata.pdf to determine how the superseded data were derived.
 ME2921
 ME2921_MARKER: 53 = ELEVATED TANK
 ME2921
 ME2921  HISTORY     - Date     Condition        Report By
 ME2921  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2921  HISTORY     - 1955     GOOD             CGS
 ME2921
 ME2921                          STATION DESCRIPTION
 ME2921
 ME2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2921'A BALL AT THE APEX OF THE MUNSTER MUNICIPAL WATER TANK,
 ME2921'LOCATED IN THE
 ME2921'NORTH PART OF MUNSTER IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 ME2921'U.S. HIGHWAYS 6 AND 41 AND STATE
 ME2921'HIGHWAY 141.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 ME2921'ABOUT 100 FEET HIGH, PAINTED SILVER WITH AN ORANGE
 ME2921'TOP AND HAS THE NAME MUNSTER
 ME2921'PAINTED ON FOUR SIDES.
 ME2921
 ME2921                          STATION RECOVERY (1955)
 ME2921
 ME2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 ME2921'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1672 ***********************************************************************
 JA1672  DESIGNATION -  MUSCAT
 JA1672  PID         -  JA1672
 JA1672  STATE/COUNTY-  IN/JACKSON
 JA1672  COUNTRY     -  US
 JA1672  USGS QUAD   -  VALLONIA (2019)
 JA1672
 JA1672                         *CURRENT SURVEY CONTROL
 JA1672  ______________________________________________________________________
 JA1672* NAD 83(1997) POSITION- 38 46 48.72905(N) 086 06 18.91743(W)   ADJUSTED
 JA1672* NAVD 88 ORTHO HEIGHT -   163.    (meters)      535.    (feet) SCALED
 JA1672  ______________________________________________________________________
 JA1672  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 JA1672  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 JA1672  HORZ ORDER      -  SECOND
 JA1672
 JA1672.The horizontal coordinates were established by classical geodetic methods
 JA1672.and adjusted by the National Geodetic Survey in May 1999.
 JA1672
 JA1672.The orthometric height was scaled from a topographic map.
 JA1672
 JA1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1672.GEOID18 height accuracy estimate available here.
 JA1672
 JA1672.Click photographs - Photos may exist for this station.
 JA1672
 JA1672.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1672
 JA1672. The following values were computed from the NAD 83(1997) position.
 JA1672
 JA1672;                    North         East     Units Scale Factor Converg.
 JA1672;SPC IN E     -   392,188.001    61,890.607   MT  0.99998454   -0 16 28.9
 JA1672;SPC IN E     - 1,286,703.47    203,052.77   sFT  0.99998454   -0 16 28.9
 JA1672;UTM  16      - 4,292,765.974   577,717.375   MT  0.99967438   +0 33 37.6
 JA1672
 JA1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1672!SPC IN E     -   0.99997972  x   0.99998454  =   0.99996426
 JA1672!UTM  16      -   0.99997972  x   0.99967438  =   0.99965410
 JA1672
 JA1672:                Primary Azimuth Mark                     Grid Az
 JA1672:SPC IN E     -  MUSCAT AZ MK                             173 57 48.5
 JA1672:UTM  16      -  MUSCAT AZ MK                             173 07 42.0
 JA1672
 JA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7771792765(NAD 83)
 JA1672
 JA1672|---------------------------------------------------------------------|
 JA1672| PID    Reference Object                     Distance      Geod. Az  |
 JA1672|                                                           dddmmss.s |
 JA1672| CG9072 MUSCAT RM 1                          18.795 METERS 02459     |
 JA1672| CG9074 MUSCAT RM 3                           5.910 METERS 05658     |
 JA1672| CG9075 MUSCAT RM 4                          22.331 METERS 14257     |
 JA1672| CG9071 MUSCAT AZ MK                                       1734119.6 |
 JA1672| CG9073 MUSCAT RM 2                          39.853 METERS 28825     |
 JA1672| JA1674 MEDORA MUNICIPAL TANK               APPROX. 7.4 KM 3133044.0 |
 JA1672|---------------------------------------------------------------------|
 JA1672
 JA1672                          SUPERSEDED SURVEY CONTROL
 JA1672
 JA1672  NAD 83(1993)-  38 46 48.73288(N)    086 06 18.91782(W) AD(       ) 2
 JA1672  NAD 83(1986)-  38 46 48.73280(N)    086 06 18.92016(W) AD(       ) 2
 JA1672  NAD 27      -  38 46 48.53200(N)    086 06 18.98700(W) AD(       ) 2
 JA1672
 JA1672.Superseded values are not recommended for survey control.
 JA1672
 JA1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1672.See file dsdata.pdf to determine how the superseded data were derived.
 JA1672
 JA1672_MARKER: DS = TRIANGULATION STATION DISK
 JA1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1672_STAMPING: MUSCAT 1946
 JA1672_MARK LOGO: CGS
 JA1672_PROJECTION: RECESSED 20 CENTIMETERS
 JA1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1672+STABILITY: SURFACE MOTION
 JA1672
 JA1672  HISTORY     - Date     Condition        Report By
 JA1672  HISTORY     - 1946     MONUMENTED       CGS
 JA1672  HISTORY     - 1967     GOOD             CGS
 JA1672  HISTORY     - 1968     GOOD             CGS
 JA1672
 JA1672                          STATION DESCRIPTION
 JA1672
 JA1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1672'THE STATION IS LOCATED 1.0 MILE NORTH OF THE MUSCATATUCK RIVER IN THE
 JA1672'SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 4 NORTH, RANGE 4
 JA1672'EAST, 79 FEET SOUTH OF THE SOUTHEAST CORNER OF A SHED, 39 FEET
 JA1672'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 135, 32 FEET WEST
 JA1672'OF THE CENTERLINE OF A DRIVEWAY AND A GATE, 15 FEET NORTHWEST OF A
 JA1672'FENCE AND IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD ON
 JA1672'A GOVERNMENT RESERVATION.
 JA1672'
 JA1672'REFERENCE MARK NO. 1 IS 61.66 FEET NORTHEAST OF THE STATION, 32 FEET
 JA1672'NORTH OF THE CENTERLINE OF A GRAVEL DRIVE AND GATE, 28 FEET
 JA1672'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET WEST OF A FENCE
 JA1672'CORNER. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MUSCAT
 JA1672'NO 1 1946.
 JA1672'
 JA1672'REFERENCE MARK NO. 2 IS 130.75 FEET NORTHWEST OF THE STATION, 66 FEET
 JA1672'WEST OF THE SOUTHWEST CORNER OF A SHED, AND 14 FEET NORTH OF THE
 JA1672'CENTERLINE OF A TRACK ROAD. THE MARK PROJECTS 5 INCHES AND THE DISK
 JA1672'IS STAMPED MUSCAT NO 2 1946.
 JA1672'
 JA1672'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 25 FEET WEST OF
 JA1672'THE CENTERLINE OF HIGHWAY 135, 4.5 FEET NORTH OF A WITNESS POST
 JA1672'AND 1 FOOT EAST OF A FENCELINE. THE MARK PROJECTS 6 INCHES AND THE
 JA1672'DISK IS STAMPED MUSCAT 1946.
 JA1672'
 JA1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 135 AND U.S.
 JA1672'HIGHWAY 50 ON THE WEST EDGE OF BROWNSTOWN, GO SOUTH ON 135 FOR
 JA1672'7.75 MILES TO A BRICK HOUSE AND THE STATION ON THE RIGHT.
 JA1672'
 JA1672'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1672
 JA1672                          STATION RECOVERY (1967)
 JA1672
 JA1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1672'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JA1672'CONDITION AT THIS TIME. THE AZIMUTH MARK DISK HAS BEEN CUT
 JA1672'AWAY BUT THE SHANK OF THE DISK AND THE MONUMENT ARE IN GOOD CONDITION
 JA1672'AT THIS TIME. THE PROPERTY AT THE STATION SITE IS NOW OWNED BY
 JA1672'MR. J.F. ZOLLMAN. THE FENCE AT THE STATION MARK AND REFERENCE MARK 1
 JA1672'IS GONE.  THE 1946 DESCRIPTION DID NOT STATE THAT THE STATION
 JA1672'MARK IS 8 INCHES UNDERGROUND. IN THE DESCRIPTION TO THE AZIMUTH
 JA1672'MARK IT WAS STATED THAT THE MARK WAS 0.3 MILE SOUTH OF THE STATION
 JA1672'AND THE BOX SCORE STATED 0.6 MILE. THE 0.6 MILE WAS FOUND TO BE
 JA1672'CORRECT AT THIS TIME.
 JA1672'
 JA1672'REFERENCE MARK 2 IS 15 FEET NORTHEAST OF AN 8 INCH PINE TREE.
 JA1672'
 JA1672'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA1672'
 JA1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7-3/4 MILES SOUTH
 JA1672'OF BROWNSTOWN.
 JA1672
 JA1672                          STATION RECOVERY (1968)
 JA1672
 JA1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1672'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 JA1672'THE TOP PORTION OF THE DISK OF THE AZIMUTH MARK WAS FOUND
 JA1672'SHEARED OFF BY MOWING EQUIPMENT BUT THE STEM AND A SMALL PART OF THE
 JA1672'ARROW WAS FOUND INTACT. THIS POINT WAS HELD AND A NEW DISK WAS
 JA1672'SET IN THE SAME MONUMENT AND LOCATION. THE REFERENCE MARKS WERE IN
 JA1672'THE LAWN OF PROPERTY OWNED BY MR. J.F. ZOLLMAN AND WERE
 JA1672'DESTROYED AT HIS REQUEST. THE STATION MARK WAS ON FEDERAL PROPERTY
 JA1672'BUT THE PROPERTY IS NOW OWNED BY MR. ZOLLMAN.
 JA1672'
 JA1672'THE STATION IS 8 MILES SOUTH OF BROWNSTOWN, 1 MILE NORTH OF THE
 JA1672'MUSCATATUCK RIVER, IN THE SW 1/4 OF SEC. 17, T-4-N, R-4-E, 108
 JA1672'FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 79 FEET
 JA1672'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME GARAGE, 39 FEET
 JA1672'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 135, 32 FEET SOUTHWEST
 JA1672'OF THE CENTERLINE OF A DRIVEWAY, AND 20 FT. SOUTHWEST OF A
 JA1672'CONCRETE GATE POST. THE MONUMENT IS 8 INCHES BELOW THE SURFACE OF THE
 JA1672'GROUND AND THE DISK IS STAMPED MUSCAT 1946.
 JA1672'
 JA1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JA1672'HIGHWAY 135 AT THE WEST EDGE OF BROWNSTOWN, GO SOUTH ON HIGHWAY
 JA1672'135 FOR 8.0 MILES TO THE STATION ON THE RIGHT.
 JA1672'
 JA1672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 JA1672'FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 JA1672'
 JA1672'REFERENCE MARK 3 IS 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA1672'HIGHWAY, 14 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 JA1672'AND 1 FOOT SOUTHWEST OF THE CONCRETE GATE POST- 8 BY 8 INCHES SQUARE
 JA1672'AND 5 FEET HIGH. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JA1672'MUSCAT 1946 NO 3 1968.
 JA1672'
 JA1672'REFERENCE MARK 4 IS 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JA1672'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE AND 1 FOOT SOUTHWEST
 JA1672'OF A METAL WITNESS POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 JA1672'IS STAMPED MUSCAT 1946 NO 4 1968.
 JA1672'
 JA1672'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 JA1672'1 FOOT NORTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS
 JA1672'4 INCHES AND THE DISK IS STAMPED MUSCAT 1946 1968.
 JA1672'
 JA1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES SOUTH OF
 JA1672'BROWNSTOWN.
 JA1672'
 JA1672'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3357 ***********************************************************************
 JZ3357  DESIGNATION -  MUSCATATUCK ST HOSP SCH TANK
 JZ3357  PID         -  JZ3357
 JZ3357  STATE/COUNTY-  IN/JENNINGS
 JZ3357  COUNTRY     -  US
 JZ3357  USGS QUAD   -  BUTLERVILLE (2019)
 JZ3357
 JZ3357                         *CURRENT SURVEY CONTROL
 JZ3357  ______________________________________________________________________
 JZ3357* NAD 83(1997) POSITION- 39 03 07.94617(N) 085 31 42.10654(W)   ADJUSTED
 JZ3357  ______________________________________________________________________
 JZ3357  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 JZ3357  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JZ3357  HORZ ORDER      -  THIRD
 JZ3357
 JZ3357.The horizontal coordinates were established by classical geodetic methods
 JZ3357.and adjusted by the National Geodetic Survey in May 1999.
 JZ3357
 JZ3357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3357.GEOID18 height accuracy estimate available here.
 JZ3357
 JZ3357.Click photographs - Photos may exist for this station.
 JZ3357
 JZ3357.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3357
 JZ3357. The following values were computed from the NAD 83(1997) position.
 JZ3357
 JZ3357;                    North         East     Units Scale Factor Converg.
 JZ3357;SPC IN E     -   422,301.043   111,971.550   MT  0.99996843   +0 05 13.7
 JZ3357;SPC IN E     - 1,385,499.34    367,359.99   sFT  0.99996843   +0 05 13.7
 JZ3357;UTM  16      - 4,323,600.561   627,340.854   MT  0.99979967   +0 55 38.3
 JZ3357
 JZ3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2734023600(NAD 83)
 JZ3357
 JZ3357                          SUPERSEDED SURVEY CONTROL
 JZ3357
 JZ3357  NAD 83(1995)-  39 03 07.94943(N)    085 31 42.09509(W) AD(       ) 3
 JZ3357  NAD 83(1993)-  39 03 07.95098(N)    085 31 42.09633(W) AD(       ) 3
 JZ3357  NAD 83(1986)-  39 03 07.94928(N)    085 31 42.10021(W) AD(       ) 3
 JZ3357  NAD 27      -  39 03 07.77415(N)    085 31 42.21761(W) AD(       ) 3
 JZ3357
 JZ3357.Superseded values are not recommended for survey control.
 JZ3357
 JZ3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3357.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3357
 JZ3357_MARKER: 53 = ELEVATED TANK
 JZ3357
 JZ3357  HISTORY     - Date     Condition        Report By
 JZ3357  HISTORY     - 1970     FIRST OBSERVED   NGS
 JZ3357
 JZ3357                          STATION DESCRIPTION
 JZ3357
 JZ3357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3357'THE STATION IS THE FINIAL KNOB ATOP THE MUSCATAUCK, STATE HOSPITAL
 JZ3357'AND TRAINING SCHOOL WATER TANK THAT IS LOCATED ABOUT 9 MILES
 JZ3357'SOUTH-SOUTHEAST OF WEST PORT, 6 MILES NORTHEAST OF NORTH VERNON,
 JZ3357'1-1/2 MILES NORTHWEST OF BUTLERVILLE AND NEAR THE INTERSECTION
 JZ3357'OF MERIDIAN STREET AND CRESTVIEW DRIVE AT THE NORTH EDGE OF THE
 JZ3357'HOSPITAL GROUNDS.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED BY
 JZ3357'EIGHT TUBULAR STEEL LEGS AND IS PAINTED LIGHT BLUE IN
 JZ3357'COLOR. IT IS 146 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2351 ***********************************************************************
 LB2351  DESIGNATION -  MUSSEL
 LB2351  PID         -  LB2351
 LB2351  STATE/COUNTY-  IN/MIAMI
 LB2351  COUNTRY     -  US
 LB2351  USGS QUAD   -  DEEDSVILLE (2019)
 LB2351
 LB2351                         *CURRENT SURVEY CONTROL
 LB2351  ______________________________________________________________________
 LB2351* NAD 83(1997) POSITION- 40 54 43.09599(N) 086 02 23.45113(W)   ADJUSTED
 LB2351* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LB2351  ______________________________________________________________________
 LB2351  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 LB2351  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB2351  HORZ ORDER      -  FIRST
 LB2351
 LB2351.The horizontal coordinates were established by classical geodetic methods
 LB2351.and adjusted by the National Geodetic Survey in May 1999.
 LB2351
 LB2351.The orthometric height was scaled from a topographic map.
 LB2351
 LB2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2351.GEOID18 height accuracy estimate available here.
 LB2351
 LB2351.Click photographs - Photos may exist for this station.
 LB2351
 LB2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2351
 LB2351. The following values were computed from the NAD 83(1997) position.
 LB2351
 LB2351;                    North         East     Units Scale Factor Converg.
 LB2351;SPC IN E     -   628,849.695    68,561.638   MT  0.99997883   -0 14 39.8
 LB2351;SPC IN E     - 2,063,151.04    224,939.31   sFT  0.99997883   -0 14 39.8
 LB2351;UTM  16      - 4,529,428.813   580,858.178   MT  0.99968047   +0 37 43.8
 LB2351
 LB2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2351!SPC IN E     -   0.99996363  x   0.99997883  =   0.99994246
 LB2351!UTM  16      -   0.99996363  x   0.99968047  =   0.99964411
 LB2351
 LB2351:                Primary Azimuth Mark                     Grid Az
 LB2351:SPC IN E     -  MUSSEL AZ MK                             088 48 31.6
 LB2351:UTM  16      -  MUSSEL AZ MK                             087 56 08.0
 LB2351
 LB2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8085829428(NAD 83)
 LB2351
 LB2351|---------------------------------------------------------------------|
 LB2351| PID    Reference Object                     Distance      Geod. Az  |
 LB2351|                                                           dddmmss.s |
 LB2351| CC9020 MUSSEL AZ MK                                       0883351.8 |
 LB2351| CC9021 MUSSEL RM 1                          29.410 METERS 15729     |
 LB2351| CC9022 MUSSEL RM 2                          27.139 METERS 28213     |
 LB2351|---------------------------------------------------------------------|
 LB2351
 LB2351                          SUPERSEDED SURVEY CONTROL
 LB2351
 LB2351  NAD 83(1986)-  40 54 43.10128(N)    086 02 23.46235(W) AD(       ) 1
 LB2351  NAD 27      -  40 54 42.94460(N)    086 02 23.48210(W) AD(       ) 1
 LB2351
 LB2351.Superseded values are not recommended for survey control.
 LB2351
 LB2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2351.See file dsdata.pdf to determine how the superseded data were derived.
 LB2351
 LB2351_MARKER: DS = TRIANGULATION STATION DISK
 LB2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2351_STAMPING: MUSSEL 1947
 LB2351_MARK LOGO: CGS
 LB2351_PROJECTION: FLUSH
 LB2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2351+STABILITY: SURFACE MOTION
 LB2351
 LB2351  HISTORY     - Date     Condition        Report By
 LB2351  HISTORY     - 1947     MONUMENTED       CGS
 LB2351  HISTORY     - 1948     GOOD             CGS
 LB2351  HISTORY     - 1989     GOOD             USPSQD
 LB2351
 LB2351                          STATION DESCRIPTION
 LB2351
 LB2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2351'STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF ROCHESTER AND 8 MILES
 LB2351'WEST OF ROANN ON PROPERTY OWNED BY J. C. AND EMMA J. MUSSELMAN.  IT
 LB2351'IS 63 FEET SOUTHEAST OF A POWERLINE POLE, 61 FEET NORTHWEST OF THE
 LB2351'NORTHEAST CORNER OF HOUSE, 54 FEET NORTHEAST OF THE NORTHWEST
 LB2351'CORNER OF HOUSE AND 48 FEET SOUTH OF THE CENTER OF PAVED ROAD.  THE
 LB2351'MARK IS FLUSH AND THE DISK IS STAMPED MUSSEL 1947.
 LB2351'
 LB2351'REFERENCE MARK NO. 1 IS 96.49 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2351'24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE.  THE MARK
 LB2351'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MUSSEL NO 1 1947.
 LB2351'
 LB2351'REFERENCE MARK NO. 2 IS 89.04 FEET WEST OF THE STATION.  IT IS 27
 LB2351'FEET SOUTH OF THE CENTER OF PAVED ROAD AND 4 FEET SOUTH OF A WHITE
 LB2351'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LB2351'STAMPED MUSSEL NO 2 1947.
 LB2351'
 LB2351'AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION.  IT IS 105 FEET
 LB2351'SOUTHEAST OF A PAVED ROAD INTERSECTION.  4 FEET NORTH OF A WHITE
 LB2351'WITNESS POST.  1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF
 LB2351'A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2351'STAMPED MUSSEL 1947.
 LB2351'
 LB2351'TO REACH STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON U. S.
 LB2351'HIGHWAY 31 FOR 11.5 MILE TO CROSS ROADS (MACADAM TO LEFT AND GRAVEL
 LB2351'TO RIGHT), TURN LEFT ON MACADAM ROAD AND GO 6 MILES TO STATION ON THE
 LB2351'RIGHT, CONTINUE FOR 0.6 MILE TO AZIMUTH MARK AS DESCRIBED.
 LB2351'
 LB2351'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2351
 LB2351                          STATION RECOVERY (1948)
 LB2351
 LB2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2351'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2351'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF
 LB2351'THE DESCRIPTION TO THE AZIMUTH MARK.  A NEW DESCRIPTION TO THE
 LB2351'AZIMUTH MARK FOLLOWS.
 LB2351'
 LB2351'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION.  IT IS 105 FEET SOUTH
 LB2351'OF THE INTERSECTION OF STATE HIGHWAYS NO. 19 AND 16, 21 FEET EAST OF
 LB2351'THE CENTER OF HIGHWAYS NO. 19 AND 16, 4 FEET NORTH OF A WHITE
 LB2351'WITNESS POST, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST
 LB2351'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2351'IS STAMPED MUSSEL 1947.
 LB2351'
 LB2351'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2351
 LB2351                          STATION RECOVERY (1989)
 LB2351
 LB2351'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4009 ***********************************************************************
 DM4009  PACS        -  This is a Primary Airport Control Station.
 DM4009  DESIGNATION -  MZZ A
 DM4009  PID         -  DM4009
 DM4009  STATE/COUNTY-  IN/GRANT
 DM4009  COUNTRY     -  US
 DM4009  USGS QUAD   -  FAIRMOUNT (2019)
 DM4009
 DM4009                         *CURRENT SURVEY CONTROL
 DM4009  ______________________________________________________________________
 DM4009* NAD 83(2011) POSITION- 40 29 31.11999(N) 085 40 36.98576(W)   ADJUSTED
 DM4009* NAD 83(2011) ELLIP HT-   226.744 (meters)        (06/27/12)   ADJUSTED
 DM4009* NAD 83(2011) EPOCH   -  2010.00
 DM4009* NAVD 88 ORTHO HEIGHT -   261.04  (meters)      856.4   (feet) GPS OBS
 DM4009  ______________________________________________________________________
 DM4009  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4009  GEOID HEIGHT    -        -34.293 (meters)                     GEOID09
 DM4009  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 DM4009  NAD 83(2011) X  -    366,165.088 (meters)                     COMP
 DM4009  NAD 83(2011) Y  - -4,843,765.589 (meters)                     COMP
 DM4009  NAD 83(2011) Z  -  4,119,829.697 (meters)                     COMP
 DM4009  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 DM4009
 DM4009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4009  Standards:
 DM4009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4009  -------------------------------------------------------------------
 DM4009  NETWORK    0.45   1.27           0.20   0.16   0.65     -0.06097612
 DM4009  -------------------------------------------------------------------
 DM4009  Click here for local accuracies and other accuracy information.
 DM4009
 DM4009.This mark is at Marion Airport (MZZ)
 DM4009
 DM4009.The horizontal coordinates were established by GPS observations
 DM4009.and adjusted by the National Geodetic Survey in June 2012.
 DM4009
 DM4009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4009.been affixed to the stable North American tectonic plate. See 
 DM4009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4009
 DM4009.The horizontal coordinates are valid at the epoch date displayed above
 DM4009.which is a decimal equivalence of Year/Month/Day.
 DM4009
 DM4009.The orthometric height was determined by GPS observations and a
 DM4009.high-resolution geoid model.
 DM4009
 DM4009.GPS derived orthometric heights for airport stations designated as
 DM4009.PACS or SACS are published to 2 decimal places.  This maintains
 DM4009.centimeter relative accuracy between the PACS and SACS.  It does
 DM4009.not indicate centimeter accuracy relative to other marks which are
 DM4009.part of the published vertical control network.
 DM4009
 DM4009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4009.GEOID18 height accuracy estimate available here.
 DM4009
 DM4009.Click photographs - Photos may exist for this station.
 DM4009
 DM4009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4009
 DM4009.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4009
 DM4009.The ellipsoidal height was determined by GPS observations
 DM4009.and is referenced to NAD 83.
 DM4009
 DM4009. The following values were computed from the NAD 83(2011) position.
 DM4009
 DM4009;                    North         East     Units Scale Factor Converg.
 DM4009;SPC IN E     -   582,144.766    99,129.036   MT  0.99996668   -0 00 24.0
 DM4009;SPC IN E     - 1,909,919.95    325,225.85   sFT  0.99996668   -0 00 24.0
 DM4009;UTM  16      - 4,483,204.957   612,122.871   MT  0.99975475   +0 51 33.1
 DM4009
 DM4009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4009!SPC IN E     -   0.99996443  x   0.99996668  =   0.99993111
 DM4009!UTM  16      -   0.99996443  x   0.99975475  =   0.99971919
 DM4009
 DM4009:                Primary Azimuth Mark                     Grid Az
 DM4009:SPC IN E     -  MZZ B                                    036 06 17.3
 DM4009:UTM  16      -  MZZ B                                    035 14 20.2
 DM4009
 DM4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1212283204(NAD 83)
 DM4009
 DM4009|---------------------------------------------------------------------|
 DM4009| PID    Reference Object                     Distance      Geod. Az  |
 DM4009|                                                           dddmmss.s |
 DM4009| DM4045 MZZ B                               APPROX. 0.5 KM 0360553.3 |
 DM4009|---------------------------------------------------------------------|
 DM4009
 DM4009                          SUPERSEDED SURVEY CONTROL
 DM4009
 DM4009  NAD 83(2007)-  40 29 31.12015(N)    085 40 36.98642(W) AD(2002.00) B
 DM4009  ELLIP H (10/27/10)  226.748  (m)                       GP(2002.00) 1 1
 DM4009
 DM4009.Superseded values are not recommended for survey control.
 DM4009
 DM4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4009.See file dsdata.pdf to determine how the superseded data were derived.
 DM4009
 DM4009_MARKER: F = FLANGE-ENCASED ROD
 DM4009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4009_STAMPING: MZZ A
 DM4009_MARK LOGO: WOOLPT
 DM4009_PROJECTION: FLUSH
 DM4009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4009+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DM4009_ROD/PIPE-DEPTH: 7.64 meters
 DM4009_SLEEVE-DEPTH  : 1 meters
 DM4009
 DM4009  HISTORY     - Date     Condition        Report By
 DM4009  HISTORY     - 20090916 MONUMENTED       WOOLPT
 DM4009  HISTORY     - 20120619 GOOD             WOOLPT
 DM4009  HISTORY     - 20240509 GOOD             WOOLPT
 DM4009
 DM4009                          STATION DESCRIPTION
 DM4009
 DM4009'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4009'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF
 DM4009'FAIRMOUNT, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF MARION AND 3.4 MI (5.5
 DM4009'KM) WEST OF GAS CITY.  LOCATED ABOUT MIDFIELD OF THE MARION MUNICIPAL
 DM4009'AIRPORT.  OWNERSHIP--THE CITY OF MARION BOARD OF AVIATION, 5904 S
 DM4009'WESTERN AVENUE, MARION, IN 46953, PHONE 765.674.7777.  PLEASE CONTACT
 DM4009'24 HOURS IN ADVANCE FOR PERMISSION TO ACCESS THE AIRFIELD.
 DM4009'
 DM4009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (WESTERN
 DM4009'AVENUE) WITH STATE HIGHWAY 18 (SECOND STREET), IN THE CITY OF MARION,
 DM4009'GO SOUTH 4.7 MI (7.6 KM) ON HIGHWAY 9 TO THE AIRPORT ENTRANCE DRIVE ON
 DM4009'THE RIGHT AND OLD KOKAMO ROAD ON THE LEFT.  TURN RIGHT AND GO
 DM4009'SOUTH-SOUTHWEST 0.2 MI (0.3 KM) ON AIRPORT ENTRANCE DRIVE TO THE MAIN
 DM4009'TERMINAL.  FROM THE MAIN TERMINAL PROCEED WEST-SOUTHWEST 0.15 MI (0.2
 DM4009'KM) CROSSING TARMAC ON THE DIAGONAL, TO TAXIWAY A, PROCEED ACROSS
 DM4009'TAXIWAY A TO TAXIWAY A4 AND THE STATION ON THE RIGHT.  THE STATION IS
 DM4009'THE PUNCH-MARK ON TOP OF A 9/16-INCH (1.4 CM) STAINLESS STEEL ROD
 DM4009'DRIVEN TO THE REFUSAL DEPTH OF 7.64 M (25.1 FT) ENCASED BY A 1 M (3.3
 DM4009'FT) LONG GREASED-FILLED FINNED PLASTIC SLEEVE AND SURROUNDED BY A 30
 DM4009'CM (12 INCH) CONCRETE COLLAR WITH A STANDARD NATIONAL GEODETIC SURVEY
 DM4009'ALUMINUM ACCESS COVER STAMPED --MZZ A-- SET FLUSH WITH THE GROUND AND
 DM4009'ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4009'
 DM4009'THE STATION IS 89.9 FT (27.4 M) NORTHWEST OF THE CENTERLINE OF TAXIWAY
 DM4009'A, 124.6 FT (38.0 M) NORTHEAST OF THE CENTERLINE OF TAXIWAY A4 AND
 DM4009'261.6 FT (79.7 M) SOUTHEAST OF THE EAST EDGE OF RUNWAY 4/22.
 DM4009'
 DM4009'NOTE-THIS STATION IS DESIGNATE AS THE PRIMARY AIRPORT CONTROL STATION.
 DM4009
 DM4009                          STATION RECOVERY (2012)
 DM4009
 DM4009'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 DM4009'RECOVERED IN GOOD CONDITION.
 DM4009
 DM4009                          STATION RECOVERY (2024)
 DM4009
 DM4009'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2024 (DK)
 DM4009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4045 ***********************************************************************
 DM4045  SACS        -  This is a Secondary Airport Control Station.
 DM4045  DESIGNATION -  MZZ B
 DM4045  PID         -  DM4045
 DM4045  STATE/COUNTY-  IN/GRANT
 DM4045  COUNTRY     -  US
 DM4045  USGS QUAD   -  FAIRMOUNT (2019)
 DM4045
 DM4045                         *CURRENT SURVEY CONTROL
 DM4045  ______________________________________________________________________
 DM4045* NAD 83(2011) POSITION- 40 29 44.99648(N) 085 40 23.73171(W)   ADJUSTED
 DM4045* NAD 83(2011) ELLIP HT-   224.570 (meters)        (06/27/12)   ADJUSTED
 DM4045* NAD 83(2011) EPOCH   -  2010.00
 DM4045* NAVD 88 ORTHO HEIGHT -   258.87  (meters)      849.3   (feet) GPS OBS
 DM4045  ______________________________________________________________________
 DM4045  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4045  GEOID HEIGHT    -        -34.295 (meters)                     GEOID09
 DM4045  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 DM4045  NAD 83(2011) X  -    366,455.240 (meters)                     COMP
 DM4045  NAD 83(2011) Y  - -4,843,463.236 (meters)                     COMP
 DM4045  NAD 83(2011) Z  -  4,120,153.802 (meters)                     COMP
 DM4045  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DM4045
 DM4045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4045  Standards:
 DM4045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4045  -------------------------------------------------------------------
 DM4045  NETWORK    0.55   1.27           0.25   0.19   0.65     -0.04458716
 DM4045  -------------------------------------------------------------------
 DM4045  Click here for local accuracies and other accuracy information.
 DM4045
 DM4045.This mark is at Marion Airport (MZZ)
 DM4045
 DM4045.The horizontal coordinates were established by GPS observations
 DM4045.and adjusted by the National Geodetic Survey in June 2012.
 DM4045
 DM4045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4045.been affixed to the stable North American tectonic plate. See 
 DM4045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4045
 DM4045.The horizontal coordinates are valid at the epoch date displayed above
 DM4045.which is a decimal equivalence of Year/Month/Day.
 DM4045
 DM4045.The orthometric height was determined by GPS observations and a
 DM4045.high-resolution geoid model.
 DM4045
 DM4045.GPS derived orthometric heights for airport stations designated as
 DM4045.PACS or SACS are published to 2 decimal places.  This maintains
 DM4045.centimeter relative accuracy between the PACS and SACS.  It does
 DM4045.not indicate centimeter accuracy relative to other marks which are
 DM4045.part of the published vertical control network.
 DM4045
 DM4045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4045.GEOID18 height accuracy estimate available here.
 DM4045
 DM4045.Click photographs - Photos may exist for this station.
 DM4045
 DM4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4045
 DM4045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4045
 DM4045.The ellipsoidal height was determined by GPS observations
 DM4045.and is referenced to NAD 83.
 DM4045
 DM4045. The following values were computed from the NAD 83(2011) position.
 DM4045
 DM4045;                    North         East     Units Scale Factor Converg.
 DM4045;SPC IN E     -   582,572.751    99,441.183   MT  0.99996667   -0 00 15.4
 DM4045;SPC IN E     - 1,911,324.10    326,249.95   sFT  0.99996667   -0 00 15.4
 DM4045;UTM  16      - 4,483,637.518   612,428.449   MT  0.99975559   +0 51 42.0
 DM4045
 DM4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4045!SPC IN E     -   0.99996477  x   0.99996667  =   0.99993144
 DM4045!UTM  16      -   0.99996477  x   0.99975559  =   0.99972037
 DM4045
 DM4045:                Primary Azimuth Mark                     Grid Az
 DM4045:SPC IN E     -  MZZ A                                    216 06 17.3
 DM4045:UTM  16      -  MZZ A                                    215 14 19.9
 DM4045
 DM4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1242883637(NAD 83)
 DM4045
 DM4045|---------------------------------------------------------------------|
 DM4045| PID    Reference Object                     Distance      Geod. Az  |
 DM4045|                                                           dddmmss.s |
 DM4045| DM4009 MZZ A                               APPROX. 0.5 KM 2160601.9 |
 DM4045|---------------------------------------------------------------------|
 DM4045
 DM4045                          SUPERSEDED SURVEY CONTROL
 DM4045
 DM4045  NAD 83(2007)-  40 29 44.99665(N)    085 40 23.73237(W) AD(2002.00) 1
 DM4045  ELLIP H (10/27/10)  224.573  (m)                       GP(2002.00) 4 1
 DM4045
 DM4045.Superseded values are not recommended for survey control.
 DM4045
 DM4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4045.See file dsdata.pdf to determine how the superseded data were derived.
 DM4045
 DM4045_MARKER: DD = SURVEY DISK
 DM4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4045_STAMPING: MZZ B 2009
 DM4045_MARK LOGO: WOOLPT
 DM4045_PROJECTION: FLUSH
 DM4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4045+STABILITY: SURFACE MOTION
 DM4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4045+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DM4045
 DM4045  HISTORY     - Date     Condition        Report By
 DM4045  HISTORY     - 20090522 MONUMENTED       WOOLPT
 DM4045  HISTORY     - 20120619 GOOD             WOOLPT
 DM4045  HISTORY     - 20240509 GOOD             WOOLPT
 DM4045
 DM4045                          STATION DESCRIPTION
 DM4045
 DM4045'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4045'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST OF
 DM4045'FAIRMOUNT, 4.4 MI (7.1 KM) SOUTH OF MARION AND 3.2 MI (5.1 KM) WEST OF
 DM4045'GAS CITY.  OWNERSHIP--CITY OF MARION BOARD OF AVIATION, 5904 S WESTERN
 DM4045'AVENUE, MARION, IN 46953, PHONE 765.674.7777.  PLEASE CALL THE AIRPORT
 DM4045'MANAGER 24 HOURS IN ADVANCE TO GAIN PERMISSION TO ACCESS THE MARK.
 DM4045'
 DM4045'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (WESTERN
 DM4045'AVENUE) WITH STATE HIGHWAY 18 (SECOND STREET), IN THE CITY OF MARION,
 DM4045'GO SOUTH 4.7 MI (7.6 KM) ON HIGHWAY 9 TO THE AIRPORT ENTRANCE DRIVE ON
 DM4045'THE RIGHT AND OLD KOKAMO ROAD ON THE LEFT.  TURN RIGHT AND GO
 DM4045'SOUTH-SOUTHWEST 0.2 MI (0.3 KM) ON AIRPORT ENTRANCE DRIVE TO THE MAIN
 DM4045'TERMINAL.  FROM THE TERMINAL PROCEED SOUTHWEST 0.15 MI (0.2 KM)
 DM4045'CROSSING TARMAC ON THE DIAGONAL, TO TAXIWAY A.  TURN RIGHT AND GO
 DM4045'NORTHEAST 0.35 MI (0.6 KM) ON TAXIWAY A TO THE STATION AND END OF
 DM4045'RUNWAY ON THE LEFT.  THE STATION IS A STANDARD WOOLPERT AIRPORT
 DM4045'GEODETIC CONTROL SURVEY DISK MARKER STAMPED --MZZ B 2009-- SET INTO
 DM4045'THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT (1.5 M) DEEP CONCRETE POST,
 DM4045'SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4045'
 DM4045'THE STATION IS 34.2 FT (10.4 M) SOUTH OF A A5 22 SIGN, 84.9 FT (25.9
 DM4045'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY A, 134.75 FT (41.1 M)
 DM4045'WEST-NORTHWEST OF THE CENTERLINE OF TAXIWAY A AND 216 FT (65.8 M)
 DM4045'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY.
 DM4045'
 DM4045'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4045'STATION.
 DM4045
 DM4045                          STATION RECOVERY (2012)
 DM4045
 DM4045'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DM4045'RECOVERED IN GOOD CONDITION.
 DM4045
 DM4045                          STATION RECOVERY (2024)
 DM4045
 DM4045'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2024 (DK)
 DM4045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4046 ***********************************************************************
 DM4046  SACS        -  This is a Secondary Airport Control Station.
 DM4046  DESIGNATION -  MZZ C
 DM4046  PID         -  DM4046
 DM4046  STATE/COUNTY-  IN/GRANT
 DM4046  COUNTRY     -  US
 DM4046  USGS QUAD   -  FAIRMOUNT (2019)
 DM4046
 DM4046                         *CURRENT SURVEY CONTROL
 DM4046  ______________________________________________________________________
 DM4046* NAD 83(2011) POSITION- 40 29 04.56370(N) 085 41 03.97646(W)   ADJUSTED
 DM4046* NAD 83(2011) ELLIP HT-   226.181 (meters)        (06/27/12)   ADJUSTED
 DM4046* NAD 83(2011) EPOCH   -  2010.00
 DM4046* NAVD 88 ORTHO HEIGHT -   260.48  (meters)      854.6   (feet) GPS OBS
 DM4046  ______________________________________________________________________
 DM4046  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4046  GEOID HEIGHT    -        -34.290 (meters)                     GEOID09
 DM4046  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 DM4046  NAD 83(2011) X  -    365,571.248 (meters)                     COMP
 DM4046  NAD 83(2011) Y  - -4,844,343.410 (meters)                     COMP
 DM4046  NAD 83(2011) Z  -  4,119,206.319 (meters)                     COMP
 DM4046  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 DM4046
 DM4046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4046  Standards:
 DM4046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4046  -------------------------------------------------------------------
 DM4046  NETWORK    0.56   1.27           0.26   0.19   0.65     -0.04284258
 DM4046  -------------------------------------------------------------------
 DM4046  Click here for local accuracies and other accuracy information.
 DM4046
 DM4046.This mark is at Marion Airport (MZZ)
 DM4046
 DM4046.The horizontal coordinates were established by GPS observations
 DM4046.and adjusted by the National Geodetic Survey in June 2012.
 DM4046
 DM4046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4046.been affixed to the stable North American tectonic plate. See 
 DM4046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4046
 DM4046.The horizontal coordinates are valid at the epoch date displayed above
 DM4046.which is a decimal equivalence of Year/Month/Day.
 DM4046
 DM4046.The orthometric height was determined by GPS observations and a
 DM4046.high-resolution geoid model.
 DM4046
 DM4046.GPS derived orthometric heights for airport stations designated as
 DM4046.PACS or SACS are published to 2 decimal places.  This maintains
 DM4046.centimeter relative accuracy between the PACS and SACS.  It does
 DM4046.not indicate centimeter accuracy relative to other marks which are
 DM4046.part of the published vertical control network.
 DM4046
 DM4046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4046.GEOID18 height accuracy estimate available here.
 DM4046
 DM4046.Click photographs - Photos may exist for this station.
 DM4046
 DM4046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4046
 DM4046.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4046
 DM4046.The ellipsoidal height was determined by GPS observations
 DM4046.and is referenced to NAD 83.
 DM4046
 DM4046. The following values were computed from the NAD 83(2011) position.
 DM4046
 DM4046;                    North         East     Units Scale Factor Converg.
 DM4046;SPC IN E     -   581,325.751    98,493.278   MT  0.99996669   -0 00 41.5
 DM4046;SPC IN E     - 1,907,232.90    323,140.03   sFT  0.99996669   -0 00 41.5
 DM4046;UTM  16      - 4,482,376.605   611,499.693   MT  0.99975303   +0 51 15.1
 DM4046
 DM4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4046!SPC IN E     -   0.99996452  x   0.99996669  =   0.99993121
 DM4046!UTM  16      -   0.99996452  x   0.99975303  =   0.99971756
 DM4046
 DM4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1149982376(NAD 83)
 DM4046
 DM4046                          SUPERSEDED SURVEY CONTROL
 DM4046
 DM4046  NAD 83(2007)-  40 29 04.56387(N)    085 41 03.97712(W) AD(2002.00) 1
 DM4046  ELLIP H (10/27/10)  226.184  (m)                       GP(2002.00) 4 1
 DM4046
 DM4046.Superseded values are not recommended for survey control.
 DM4046
 DM4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4046.See file dsdata.pdf to determine how the superseded data were derived.
 DM4046
 DM4046_MARKER: DD = SURVEY DISK
 DM4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4046_STAMPING: MZZ C 2009
 DM4046_MARK LOGO: WOOLPT
 DM4046_PROJECTION: FLUSH
 DM4046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4046+STABILITY: SURFACE MOTION
 DM4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4046+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DM4046
 DM4046  HISTORY     - Date     Condition        Report By
 DM4046  HISTORY     - 20090522 MONUMENTED       WOOLPT
 DM4046  HISTORY     - 20120618 GOOD             WOOLPT
 DM4046  HISTORY     - 20240509 GOOD             WOOLPT
 DM4046
 DM4046                          STATION DESCRIPTION
 DM4046
 DM4046'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4046'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF
 DM4046'MARION, 5.1 MI (8.2 KM) NORTH-NORTHWEST OF FAIRMOUNT AND 3.8 MI (6.1
 DM4046'KM) WEST OF GAS CITY.  OWNERSHIP--THE CITY OF MARION BOARD OF
 DM4046'AVIATION, 5904 S WESTERN AVENUE, MARION, IN 46953, PHONE 756.674.7777.
 DM4046'PLEASE CALL AIRPORT MANAGER 24 HOURS IN ADVANCE TO GAIN PERMISSION TO
 DM4046'THE MARK.
 DM4046'
 DM4046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 (WESTERN
 DM4046'AVENUE) WITH STATE HIGHWAY 18 (SECOND STREET), IN THE CITY OF MARION,
 DM4046'GO SOUTH 4.7 MI (7.6 KM) ON HIGHWAY 9 TO THE AIRPORT ENTRANCE DRIVE ON
 DM4046'THE RIGHT AND OLD KOKAMO ROAD ON THE LEFT.  TURN RIGHT AND GO
 DM4046'SOUTH-SOUTHWEST 0.2 MI (0.3 KM) ON AIRPORT ENTRANCE DRIVE TO THE MAIN
 DM4046'TERMINAL.  FROM THE TERMINAL PROCEED SOUTHWEST 0.15 MI (0.2 KM)
 DM4046'CROSSING TARMAC ON THE DIAGONAL, TO TAXIWAY A.  TURN LEFT AND GO
 DM4046'SOUTHWEST 0.60 MI (1.0 KM) TO TAXIWAY A2 AND THE STATION ON THE RIGHT.
 DM4046'THE STATION IS A STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY
 DM4046'DISK MARKER STAMPED --MZZ C 2009-- SET INTO THE TOP OF A 12-INCH (30
 DM4046'CM) DIAMETER 5 FT (1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE
 DM4046'GROUND AND ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4046'
 DM4046'THE STATION IS 30.2 FT (9.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DM4046'TAXIWAY A2, 48.0 FT (14.6 M) SOUTH-SOUTHEAST OF A --A2 4-22-- SIGN,
 DM4046'103.0 FT (31.4 M) NORTHWEST OF THE CENTERLINE OF TAXIWAY A AND 247 FT
 DM4046'(75.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY.
 DM4046'
 DM4046'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4046'STATION.
 DM4046
 DM4046                          STATION RECOVERY (2012)
 DM4046
 DM4046'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 DM4046'RECOVERED IN GOOD CONDITION.
 DM4046
 DM4046                          STATION RECOVERY (2024)
 DM4046
 DM4046'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2024 (DK)
 DM4046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1822 ***********************************************************************
 JZ1822  DESIGNATION -  N 1 RESET
 JZ1822  PID         -  JZ1822
 JZ1822  STATE/COUNTY-  IN/RIPLEY
 JZ1822  COUNTRY     -  US
 JZ1822  USGS QUAD   -  BATESVILLE (2019)
 JZ1822
 JZ1822                         *CURRENT SURVEY CONTROL
 JZ1822  ______________________________________________________________________
 JZ1822* NAD 83(1986) POSITION- 39 16 58.8    (N) 085 10 36.1    (W)   HD_HELD2
 JZ1822* NAVD 88 ORTHO HEIGHT -   300.473 (meters)      985.80  (feet) ADJUSTED
 JZ1822  ______________________________________________________________________
 JZ1822  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 JZ1822  DYNAMIC HEIGHT  -        300.284 (meters)      985.18  (feet) COMP
 JZ1822  MODELED GRAVITY -    979,990.3   (mgal)                       NAVD 88
 JZ1822
 JZ1822  VERT ORDER      -  FIRST     CLASS II
 JZ1822
 JZ1822.The horizontal coordinates were established by autonomous hand held GPS
 JZ1822.observations and have an estimated accuracy of +/- 10 meters.
 JZ1822
 JZ1822.The orthometric height was determined by differential leveling and
 JZ1822.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1822.in June 1991.
 JZ1822
 JZ1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1822.GEOID18 height accuracy estimate available here.
 JZ1822
 JZ1822.Click photographs - Photos may exist for this station.
 JZ1822
 JZ1822.The dynamic height is computed by dividing the NAVD 88
 JZ1822.geopotential number by the normal gravity value computed on the
 JZ1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1822.degrees latitude (g = 980.6199 gals.).
 JZ1822
 JZ1822.The modeled gravity was interpolated from observed gravity values.
 JZ1822
 JZ1822;                    North         East    Units  Estimated Accuracy
 JZ1822;SPC IN E     -   448,028.      142,274.      MT  (+/- 10 meters HH2 GPS)
 JZ1822
 JZ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5725749766(NAD 83)
 JZ1822
 JZ1822                          SUPERSEDED SURVEY CONTROL
 JZ1822
 JZ1822  NGVD 29 (??/??/92)  300.621  (m)          986.29   (f) ADJ UNCH    1 2
 JZ1822
 JZ1822.Superseded values are not recommended for survey control.
 JZ1822
 JZ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1822.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1822
 JZ1822_MARKER: DB = BENCH MARK DISK
 JZ1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1822_STAMPING: N 1 RESET 1938
 JZ1822_MARK LOGO: CGS
 JZ1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1822+STABILITY: SURFACE MOTION
 JZ1822
 JZ1822  HISTORY     - Date     Condition        Report By
 JZ1822  HISTORY     - 1938     MONUMENTED       INHD
 JZ1822  HISTORY     - 1947     GOOD             CGS
 JZ1822  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1822
 JZ1822                          STATION DESCRIPTION
 JZ1822
 JZ1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1822'AT MORRIS.
 JZ1822'AT MORRIS, ABOUT 100 YARDS NORTH-NORTHEAST AND ACROSS STATE
 JZ1822'HIGHWAY 46 FROM THE NEW YORK CENTRAL RAILROAD STATION, IN THE
 JZ1822'NORTHWEST ANGLE OF THE INTERSECTION OF A NORTH-SOUTH STREET AND
 JZ1822'THE HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18
 JZ1822'FEET WEST OF THE CENTER LINE OF THE STREET, 2.5 FEET SOUTHEAST
 JZ1822'OF A FENCE CORNER, 2.5 FEET SOUTHWEST OF POLE NO. 519/894, 9.5
 JZ1822'FEET NORTH OF THE NORTH END OF THE WEST HEAD WALL OF A 36-INCH
 JZ1822'CONCRETE PIPE CULVERT UNDER THE STREET, 2 FEET EAST OF A WHITE
 JZ1822'WOODEN WITNESS POST, 1.5 FEET ABOVE THE HIGHWAY AND SET IN THE
 JZ1822'TOP OF A CONCRETE POST PROJECTING 9 IN.
 JZ1822
 JZ1822                          STATION RECOVERY (1986)
 JZ1822
 JZ1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1822'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1295 ***********************************************************************
 LB1295  DESIGNATION -  N 100
 LB1295  PID         -  LB1295
 LB1295  STATE/COUNTY-  IN/BENTON
 LB1295  COUNTRY     -  US
 LB1295  USGS QUAD   -  BOSWELL (2019)
 LB1295
 LB1295                         *CURRENT SURVEY CONTROL
 LB1295  ______________________________________________________________________
 LB1295* NAD 83(1986) POSITION- 40 30 28.     (N) 087 26 14.     (W)   SCALED
 LB1295* NAVD 88 ORTHO HEIGHT -   233.161 (meters)      764.96  (feet) ADJUSTED
 LB1295  ______________________________________________________________________
 LB1295  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 LB1295  DYNAMIC HEIGHT  -        233.047 (meters)      764.59  (feet) COMP
 LB1295  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 LB1295
 LB1295  VERT ORDER      -  SECOND    CLASS 0
 LB1295
 LB1295.The horizontal coordinates were scaled from a map and have
 LB1295.an estimated accuracy of +/- 6 seconds.
 LB1295
 LB1295.The orthometric height was determined by differential leveling and
 LB1295.adjusted by the NATIONAL GEODETIC SURVEY
 LB1295.in June 1991.
 LB1295
 LB1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1295.GEOID18 height accuracy estimate available here.
 LB1295
 LB1295.Click photographs - Photos may exist for this station.
 LB1295
 LB1295.The dynamic height is computed by dividing the NAVD 88
 LB1295.geopotential number by the normal gravity value computed on the
 LB1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1295.degrees latitude (g = 980.6199 gals.).
 LB1295
 LB1295.The modeled gravity was interpolated from observed gravity values.
 LB1295
 LB1295;                    North         East    Units  Estimated Accuracy
 LB1295;SPC IN W     -   583,960.      870,010.      MT  (+/- 180 meters Scaled)
 LB1295
 LB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK629842(NAD 83)
 LB1295
 LB1295                          SUPERSEDED SURVEY CONTROL
 LB1295
 LB1295  NGVD 29 (??/??/92)  233.208  (m)          765.12   (f) ADJ UNCH    2 0
 LB1295
 LB1295.Superseded values are not recommended for survey control.
 LB1295
 LB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1295.See file dsdata.pdf to determine how the superseded data were derived.
 LB1295
 LB1295_MARKER: DB = BENCH MARK DISK
 LB1295_SETTING: 80 = SET IN A BOULDER
 LB1295_STAMPING: N 100 1946
 LB1295_MARK LOGO: CGS
 LB1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1295+STABILITY: SURFACE MOTION
 LB1295
 LB1295  HISTORY     - Date     Condition        Report By
 LB1295  HISTORY     - 1946     MONUMENTED       CGS
 LB1295
 LB1295                          STATION DESCRIPTION
 LB1295
 LB1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1295'0.8 MI E FROM TALBOT.
 LB1295'ABOUT 0.8 MILE EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1295'RAILROAD, FROM THE STATION AT TALBOT, ABOUT 3.1 MILES WEST FROM
 LB1295'THE STATION AT BOSWELL, 1275 FEET EAST OF MILE POST 34, 21
 LB1295'FEET NORTH OF THE NORTH RAIL, 2 FEET ABOVE THE TRACK, AND SET
 LB1295'HORIZONTALLY IN A LARGE BLACK GRANITE BOULDER.  A STANDARD
 LB1295'DISK, STAMPED N 100 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1048 ***********************************************************************
 KA1048  DESIGNATION -  N 101
 KA1048  PID         -  KA1048
 KA1048  STATE/COUNTY-  IN/PARKE
 KA1048  COUNTRY     -  US
 KA1048  USGS QUAD   -  ALAMO (2019)
 KA1048
 KA1048                         *CURRENT SURVEY CONTROL
 KA1048  ______________________________________________________________________
 KA1048* NAD 83(1986) POSITION- 39 52 39.20   (N) 087 05 56.68   (W)   HD_HELD1
 KA1048* NAVD 88 ORTHO HEIGHT -   229.767 (meters)      753.83  (feet) ADJUSTED
 KA1048  ______________________________________________________________________
 KA1048  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 KA1048  DYNAMIC HEIGHT  -        229.639 (meters)      753.41  (feet) COMP
 KA1048  MODELED GRAVITY -    980,063.3   (mgal)                       NAVD 88
 KA1048
 KA1048  VERT ORDER      -  SECOND    CLASS 0
 KA1048
 KA1048.The horizontal coordinates were determined by differentially corrected
 KA1048.hand held GPS observations or other comparable positioning techniques
 KA1048.and have an estimated accuracy of +/- 3 meters.
 KA1048
 KA1048.The orthometric height was determined by differential leveling and
 KA1048.adjusted by the NATIONAL GEODETIC SURVEY
 KA1048.in June 1991.
 KA1048
 KA1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1048.GEOID18 height accuracy estimate available here.
 KA1048
 KA1048.Click photographs - Photos may exist for this station.
 KA1048
 KA1048.The dynamic height is computed by dividing the NAVD 88
 KA1048.geopotential number by the normal gravity value computed on the
 KA1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1048.degrees latitude (g = 980.6199 gals.).
 KA1048
 KA1048.The modeled gravity was interpolated from observed gravity values.
 KA1048
 KA1048;                    North         East    Units  Estimated Accuracy
 KA1048;SPC IN W     -   513,922.8     898,653.2     MT  (+/- 3 meters HH1 GPS) 
 KA1048
 KA1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9152714171(NAD 83)
 KA1048
 KA1048                          SUPERSEDED SURVEY CONTROL
 KA1048
 KA1048  NGVD 29 (??/??/92)  229.857  (m)          754.12   (f) ADJ UNCH    2 0
 KA1048
 KA1048.Superseded values are not recommended for survey control.
 KA1048
 KA1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1048.See file dsdata.pdf to determine how the superseded data were derived.
 KA1048
 KA1048_MARKER: DB = BENCH MARK DISK
 KA1048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1048_SP_SET: CULVERT HEADWALL
 KA1048_STAMPING: N 101 1946
 KA1048_MARK LOGO: CGS
 KA1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1048+STABILITY: SURFACE MOTION
 KA1048
 KA1048  HISTORY     - Date     Condition        Report By
 KA1048  HISTORY     - 1946     MONUMENTED       CGS
 KA1048
 KA1048                          STATION DESCRIPTION
 KA1048
 KA1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1048'2.9 MI W FROM WAVELAND.
 KA1048'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1048'WITH STATE HIGHWAY 59 AT WAVELAND, 0.55 MILE WEST OF THE
 KA1048'PARKE-MONTGOMERY COUNTY LINE, SET IN THE TOP OF THE SOUTHWEST
 KA1048'END OF THE NORTHWEST HEAD WALL OF A 5 FOOT CONCRETE CULVERT, 27
 KA1048'FEET NORTHWEST OF AND ABOUT 5 FEET BELOW THE CENTER LINE OF THE
 KA1048'HIGHWAY.  A STANDARD DISK, STAMPED N 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1768 ***********************************************************************
 LB1768  DESIGNATION -  N 102
 LB1768  PID         -  LB1768
 LB1768  STATE/COUNTY-  IN/FOUNTAIN
 LB1768  COUNTRY     -  US
 LB1768  USGS QUAD   -  HILLSBORO (2019)
 LB1768
 LB1768                         *CURRENT SURVEY CONTROL
 LB1768  ______________________________________________________________________
 LB1768* NAD 83(1986) POSITION- 40 02 21.     (N) 087 14 35.     (W)   SCALED
 LB1768* NAVD 88 ORTHO HEIGHT -   208.886 (meters)      685.32  (feet) ADJUSTED
 LB1768  ______________________________________________________________________
 LB1768  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 LB1768  DYNAMIC HEIGHT  -        208.775 (meters)      684.96  (feet) COMP
 LB1768  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 LB1768
 LB1768  VERT ORDER      -  SECOND    CLASS 0
 LB1768
 LB1768.The horizontal coordinates were scaled from a map and have
 LB1768.an estimated accuracy of +/- 6 seconds.
 LB1768
 LB1768.The orthometric height was determined by differential leveling and
 LB1768.adjusted by the NATIONAL GEODETIC SURVEY
 LB1768.in June 1991.
 LB1768
 LB1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1768.GEOID18 height accuracy estimate available here.
 LB1768
 LB1768.Click photographs - Photos may exist for this station.
 LB1768
 LB1768.The dynamic height is computed by dividing the NAVD 88
 LB1768.geopotential number by the normal gravity value computed on the
 LB1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1768.degrees latitude (g = 980.6199 gals.).
 LB1768
 LB1768.The modeled gravity was interpolated from observed gravity values.
 LB1768
 LB1768;                    North         East    Units  Estimated Accuracy
 LB1768;SPC IN W     -   531,880.      886,370.      MT  (+/- 180 meters Scaled)
 LB1768
 LB1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792321(NAD 83)
 LB1768
 LB1768                          SUPERSEDED SURVEY CONTROL
 LB1768
 LB1768  NGVD 29 (??/??/92)  208.960  (m)          685.56   (f) ADJ UNCH    2 0
 LB1768
 LB1768.Superseded values are not recommended for survey control.
 LB1768
 LB1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1768.See file dsdata.pdf to determine how the superseded data were derived.
 LB1768
 LB1768_MARKER: DB = BENCH MARK DISK
 LB1768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1768_SP_SET: CULVERT HEADWALL
 LB1768_STAMPING: N 102 1946
 LB1768_MARK LOGO: CGS
 LB1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1768+STABILITY: SURFACE MOTION
 LB1768
 LB1768  HISTORY     - Date     Condition        Report By
 LB1768  HISTORY     - 1946     MONUMENTED       CGS
 LB1768
 LB1768                          STATION DESCRIPTION
 LB1768
 LB1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1768'0.2 MI S FROM STEAM CORNER.
 LB1768'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 LB1768'AT STEAM CORNER, 264 FEET NORTH OF THE JUNCTION OF A ROAD LEADING
 LB1768'WEST TO A FARM, 22.5 FEET SOUTH OF ACROSS SECTION LINE, 21 FEET
 LB1768'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, SET
 LB1768'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF AN
 LB1768'18 INCH PIPE CULVERT.  A STANDARD DISK, STAMPED N 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0990 ***********************************************************************
 KA0990  DESIGNATION -  N 103
 KA0990  PID         -  KA0990
 KA0990  STATE/COUNTY-  IN/FOUNTAIN
 KA0990  COUNTRY     -  US
 KA0990  USGS QUAD   -  KINGMAN (2019)
 KA0990
 KA0990                         *CURRENT SURVEY CONTROL
 KA0990  ______________________________________________________________________
 KA0990* NAD 83(1986) POSITION- 39 58 02.7    (N) 087 17 31.9    (W)   HD_HELD2
 KA0990* NAVD 88 ORTHO HEIGHT -   207.961 (meters)      682.29  (feet) ADJUSTED
 KA0990  ______________________________________________________________________
 KA0990  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 KA0990  DYNAMIC HEIGHT  -        207.849 (meters)      681.92  (feet) COMP
 KA0990  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 KA0990
 KA0990  VERT ORDER      -  SECOND    CLASS 0
 KA0990
 KA0990.The horizontal coordinates were established by autonomous hand held GPS
 KA0990.observations and have an estimated accuracy of +/- 10 meters.
 KA0990
 KA0990.The orthometric height was determined by differential leveling and
 KA0990.adjusted by the NATIONAL GEODETIC SURVEY
 KA0990.in June 1991.
 KA0990
 KA0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0990.GEOID18 height accuracy estimate available here.
 KA0990
 KA0990.Click photographs - Photos may exist for this station.
 KA0990
 KA0990.The dynamic height is computed by dividing the NAVD 88
 KA0990.geopotential number by the normal gravity value computed on the
 KA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0990.degrees latitude (g = 980.6199 gals.).
 KA0990
 KA0990.The modeled gravity was interpolated from observed gravity values.
 KA0990
 KA0990;                    North         East    Units  Estimated Accuracy
 KA0990;SPC IN W     -   523,921.      882,157.      MT  (+/- 10 meters HH2 GPS)
 KA0990
 KA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK7504624181(NAD 83)
 KA0990
 KA0990                          SUPERSEDED SURVEY CONTROL
 KA0990
 KA0990  NGVD 29 (??/??/92)  208.032  (m)          682.52   (f) ADJ UNCH    2 0
 KA0990
 KA0990.Superseded values are not recommended for survey control.
 KA0990
 KA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0990.See file dsdata.pdf to determine how the superseded data were derived.
 KA0990
 KA0990_MARKER: DB = BENCH MARK DISK
 KA0990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0990_SP_SET: CULVERT
 KA0990_STAMPING: N 103 1946
 KA0990_MARK LOGO: CGS
 KA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0990+STABILITY: SURFACE MOTION
 KA0990
 KA0990  HISTORY     - Date     Condition        Report By
 KA0990  HISTORY     - 1946     MONUMENTED       CGS
 KA0990
 KA0990                          STATION DESCRIPTION
 KA0990
 KA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0990'0.6 MI W FROM KINGMAN.
 KA0990'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0990'AT KINGMAN, 0.1 MILE WEST OF THE WEST CITY LIMITS, SET IN THE
 KA0990'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 10 FOOT CONCRETE
 KA0990'CULVERT, 20 FEET SOUTH OF AND ABOUT 1/2 FOOT ABOVE THE CENTER
 KA0990'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1763 ***********************************************************************
 LB1763  DESIGNATION -  N 104
 LB1763  PID         -  LB1763
 LB1763  STATE/COUNTY-  IN/FOUNTAIN
 LB1763  COUNTRY     -  US
 LB1763  USGS QUAD   -  PERRYSVILLE (2019)
 LB1763
 LB1763                         *CURRENT SURVEY CONTROL
 LB1763  ______________________________________________________________________
 LB1763* NAD 83(1986) POSITION- 40 01 57.     (N) 087 24 16.     (W)   SCALED
 LB1763* NAVD 88 ORTHO HEIGHT -   197.674 (meters)      648.54  (feet) ADJUSTED
 LB1763  ______________________________________________________________________
 LB1763  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 LB1763  DYNAMIC HEIGHT  -        197.571 (meters)      648.20  (feet) COMP
 LB1763  MODELED GRAVITY -    980,101.1   (mgal)                       NAVD 88
 LB1763
 LB1763  VERT ORDER      -  SECOND    CLASS 0
 LB1763
 LB1763.The horizontal coordinates were scaled from a map and have
 LB1763.an estimated accuracy of +/- 6 seconds.
 LB1763
 LB1763.The orthometric height was determined by differential leveling and
 LB1763.adjusted by the NATIONAL GEODETIC SURVEY
 LB1763.in June 1991.
 LB1763
 LB1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1763.GEOID18 height accuracy estimate available here.
 LB1763
 LB1763.Click photographs - Photos may exist for this station.
 LB1763
 LB1763.The dynamic height is computed by dividing the NAVD 88
 LB1763.geopotential number by the normal gravity value computed on the
 LB1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1763.degrees latitude (g = 980.6199 gals.).
 LB1763
 LB1763.The modeled gravity was interpolated from observed gravity values.
 LB1763
 LB1763;                    North         East    Units  Estimated Accuracy
 LB1763;SPC IN W     -   531,180.      872,590.      MT  (+/- 180 meters Scaled)
 LB1763
 LB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK654314(NAD 83)
 LB1763
 LB1763                          SUPERSEDED SURVEY CONTROL
 LB1763
 LB1763  NGVD 29 (??/??/92)  197.731  (m)          648.72   (f) ADJ UNCH    2 0
 LB1763
 LB1763.Superseded values are not recommended for survey control.
 LB1763
 LB1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1763.See file dsdata.pdf to determine how the superseded data were derived.
 LB1763
 LB1763_MARKER: DB = BENCH MARK DISK
 LB1763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1763_SP_SET: CULVERT HEADWALL
 LB1763_STAMPING: N 104 1946
 LB1763_MARK LOGO: CGS
 LB1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1763+STABILITY: SURFACE MOTION
 LB1763
 LB1763  HISTORY     - Date     Condition        Report By
 LB1763  HISTORY     - 1946     MONUMENTED       CGS
 LB1763
 LB1763                          STATION DESCRIPTION
 LB1763
 LB1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1763'5.5 MI N FROM SILVERWOOD.
 LB1763'ABOUT 5.5 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 LB1763'WITH STATE HIGHWAY 234 AT SILVERWOOD, 0.5 MILE NORTH OF THE
 LB1763'WEST LIBERTY CHURCH OF CHRIST AND A CROSS ROAD, 0.95 MILE SOUTH
 LB1763'OF A CHURCH WHICH IS AT THE JUNCTION OF A ROAD LEADING EAST,
 LB1763'228 FEET SOUTH OF A CROSS ROAD, SET IN THE TOP OF THE SOUTH END
 LB1763'OF THE WEST HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 14.5 FEET
 LB1763'WEST OF AND ABOUT 1/2 FOOT BELOW THE CENTER LINE OF THE ROAD.
 LB1763'A STANDARD DISK, STAMPED N 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1372 ***********************************************************************
 ME1372  DESIGNATION -  N 105
 ME1372  PID         -  ME1372
 ME1372  STATE/COUNTY-  IN/NEWTON
 ME1372  COUNTRY     -  US
 ME1372  USGS QUAD   -  FAIR OAKS (2019)
 ME1372
 ME1372                         *CURRENT SURVEY CONTROL
 ME1372  ______________________________________________________________________
 ME1372* NAD 83(1986) POSITION- 41 03 27.     (N) 087 19 59.     (W)   SCALED
 ME1372* NAVD 88 ORTHO HEIGHT -   204.615 (meters)      671.31  (feet) ADJUSTED
 ME1372  ______________________________________________________________________
 ME1372  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 ME1372  DYNAMIC HEIGHT  -        204.528 (meters)      671.02  (feet) COMP
 ME1372  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME1372
 ME1372  VERT ORDER      -  SECOND    CLASS 0
 ME1372
 ME1372.The horizontal coordinates were scaled from a map and have
 ME1372.an estimated accuracy of +/- 6 seconds.
 ME1372
 ME1372.The orthometric height was determined by differential leveling and
 ME1372.adjusted by the NATIONAL GEODETIC SURVEY
 ME1372.in June 1991.
 ME1372
 ME1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1372.GEOID18 height accuracy estimate available here.
 ME1372
 ME1372.Click photographs - Photos may exist for this station.
 ME1372
 ME1372.The dynamic height is computed by dividing the NAVD 88
 ME1372.geopotential number by the normal gravity value computed on the
 ME1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1372.degrees latitude (g = 980.6199 gals.).
 ME1372
 ME1372.The modeled gravity was interpolated from observed gravity values.
 ME1372
 ME1372;                    North         East    Units  Estimated Accuracy
 ME1372;SPC IN W     -   644,970.      879,010.      MT  (+/- 180 meters Scaled)
 ME1372
 ME1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720451(NAD 83)
 ME1372
 ME1372                          SUPERSEDED SURVEY CONTROL
 ME1372
 ME1372  NGVD 29 (??/??/92)  204.699  (m)          671.58   (f) ADJ UNCH    2 0
 ME1372
 ME1372.Superseded values are not recommended for survey control.
 ME1372
 ME1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1372.See file dsdata.pdf to determine how the superseded data were derived.
 ME1372
 ME1372_MARKER: DB = BENCH MARK DISK
 ME1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1372_SP_SET: BRIDGE
 ME1372_STAMPING: N 105 1946
 ME1372_MARK LOGO: CGS
 ME1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1372
 ME1372  HISTORY     - Date     Condition        Report By
 ME1372  HISTORY     - 1946     MONUMENTED       CGS
 ME1372  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1372  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1372
 ME1372                          STATION DESCRIPTION
 ME1372
 ME1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1372'8 MI S FROM THAYER.
 ME1372'ABOUT 8.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS ROAD
 ME1372'AT THAYER, 1.0 MILE NORTH OF COLFAX TOWNSHIP SCHOOL, AT A CROSS
 ME1372'ROAD AND BRIDGE, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ME1372'64 FEET NORTH OF THE CENTER LINE OF A DIM ROAD LEADING EAST, SET IN
 ME1372'THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF A
 ME1372'12-FOOT CONCRETE BRIDGE UNDER THE HIGHWAY AND ABOUT 0.5 FOOT
 ME1372'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- BRIDGE HAS BEEN REPLACED
 ME1372'BY A PIPE CULVERT AND THE MARK IS ASSUMED DESTROYED.
 ME1372
 ME1372                          STATION RECOVERY (1968)
 ME1372
 ME1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1372'MARK NOT FOUND.
 ME1372
 ME1372                          STATION RECOVERY (2008)
 ME1372
 ME1372'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1372'BRIDGE GONE AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1350 ***********************************************************************
 LB1350  DESIGNATION -  N 108
 LB1350  PID         -  LB1350
 LB1350  STATE/COUNTY-  IN/JASPER
 LB1350  COUNTRY     -  US
 LB1350  USGS QUAD   -  RENSSELAER (2019)
 LB1350
 LB1350                         *CURRENT SURVEY CONTROL
 LB1350  ______________________________________________________________________
 LB1350* NAD 83(2011) POSITION- 40 55 22.70762(N) 087 09 19.94643(W)   ADJUSTED
 LB1350* NAD 83(2011) ELLIP HT-   168.605 (meters)        (10/27/23)   ADJUSTED
 LB1350* NAD 83(2011) EPOCH   -  2010.00
 LB1350* NAVD 88 ORTHO HEIGHT -   202.061 (meters)      662.93  (feet) ADJUSTED
 LB1350  ______________________________________________________________________
 LB1350  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LB1350  NAD 83(2011) X  -    239,505.413 (meters)                     COMP
 LB1350  NAD 83(2011) Y  - -4,820,379.597 (meters)                     COMP
 LB1350  NAD 83(2011) Z  -  4,156,074.131 (meters)                     COMP
 LB1350  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LB1350  DYNAMIC HEIGHT  -        201.973 (meters)      662.64  (feet) COMP
 LB1350  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 LB1350
 LB1350  VERT ORDER      -  SECOND    CLASS 0
 LB1350
 LB1350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1350  Standards:
 LB1350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1350  -------------------------------------------------------------------
 LB1350  NETWORK    0.42   2.43           0.18   0.16   1.24     -0.02095293
 LB1350  -------------------------------------------------------------------
 LB1350  Click here for local accuracies and other accuracy information.
 LB1350
 LB1350.The horizontal coordinates were established by GPS observations
 LB1350.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 LB1350
 LB1350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1350.been affixed to the stable North American tectonic plate. See 
 LB1350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1350
 LB1350.The horizontal coordinates are valid at the epoch date displayed above
 LB1350.which is a decimal equivalence of Year/Month/Day.
 LB1350
 LB1350.The orthometric height was determined by differential leveling and
 LB1350.adjusted by the NATIONAL GEODETIC SURVEY
 LB1350.in June 1991.
 LB1350
 LB1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1350.GEOID18 height accuracy estimate available here.
 LB1350
 LB1350.Click photographs - Photos may exist for this station.
 LB1350
 LB1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1350
 LB1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1350
 LB1350.The ellipsoidal height was determined by GPS observations
 LB1350.and is referenced to NAD 83.
 LB1350
 LB1350.The dynamic height is computed by dividing the NAVD 88
 LB1350.geopotential number by the normal gravity value computed on the
 LB1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1350.degrees latitude (g = 980.6199 gals.).
 LB1350
 LB1350.The modeled gravity was interpolated from observed gravity values.
 LB1350
 LB1350. The following values were computed from the NAD 83(2011) position.
 LB1350
 LB1350;                    North         East     Units Scale Factor Converg.
 LB1350;SPC IN W     -   630,007.048   893,917.958   MT  0.99996712   -0 02 50.3
 LB1350;SPC IN W     - 2,066,948.12  2,932,795.83   sFT  0.99996712   -0 02 50.3
 LB1350;UTM  16      - 4,530,218.184   486,903.572   MT  0.99960211   -0 06 06.8
 LB1350
 LB1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1350!SPC IN W     -   0.99997355  x   0.99996712  =   0.99994067
 LB1350!UTM  16      -   0.99997355  x   0.99960211  =   0.99957567
 LB1350
 LB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8690330218(NAD 83)
 LB1350
 LB1350                          SUPERSEDED SURVEY CONTROL
 LB1350
 LB1350  NGVD 29 (??/??/92)  202.147  (m)          663.21   (f) ADJ UNCH    2 0
 LB1350
 LB1350.Superseded values are not recommended for survey control.
 LB1350
 LB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1350.See file dsdata.pdf to determine how the superseded data were derived.
 LB1350
 LB1350_MARKER: DB = BENCH MARK DISK
 LB1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1350_STAMPING: N 108 1946
 LB1350_MARK LOGO: CGS
 LB1350_PROJECTION: FLUSH
 LB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1350+STABILITY: SURFACE MOTION
 LB1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1350+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 LB1350
 LB1350  HISTORY     - Date     Condition        Report By
 LB1350  HISTORY     - 1946     MONUMENTED       CGS
 LB1350  HISTORY     - 20071110 GOOD             GEOCAC
 LB1350  HISTORY     - 20080808 GOOD             GEOCAC
 LB1350  HISTORY     - 20120327 GOOD             IN-073
 LB1350  HISTORY     - 20210405 SEE DESCRIPTION  INDOT
 LB1350
 LB1350                          STATION DESCRIPTION
 LB1350
 LB1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1350'1.1 MI S FROM RENSSELAER.
 LB1350'ABOUT 1.1 MILE SOUTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1350'HOUSE AT RENSSELAER, AT THE SOUTHEAST CORNER OF THE ATHLETIC
 LB1350'FIELD AT SAINT JOSEPHS COLLEGE, 45 FEET WEST OF THE CENTER LINE
 LB1350'OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD
 LB1350'LEADING TO THE GYMNASIUM, 2.7 FEET NORTHEAST OF THE SOUTH END
 LB1350'OF THE EAST FIELD BOUNDRY FENCE LINE, 1 FOOT EAST OF THE FENCE,
 LB1350'AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL, SET IN THE TOP OF A
 LB1350'CONCRETE POST PROJECTING 5 INCHES.
 LB1350
 LB1350                          STATION RECOVERY (2007)
 LB1350
 LB1350'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1350'RECOVERED IN GOOD CONDITION.
 LB1350
 LB1350                          STATION RECOVERY (2008)
 LB1350
 LB1350'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1350'RECOVERED IN GOOD CONDITION.
 LB1350
 LB1350                          STATION RECOVERY (2012)
 LB1350
 LB1350'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1350'RECOVERED IN GOOD CONDITION.
 LB1350
 LB1350                          STATION RECOVERY (2021)
 LB1350
 LB1350'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JTH)
 LB1350'RECOVERED AS DESCRIBED.  NOTES-- (1) THE ROAD LEADING TO THE GYMNASIUM
 LB1350'APPEARS TO NOW BE CALLED DREXEL DRIVE.  (2) WHILE THE MONUMENT APPEARS
 LB1350'TO BE IN GOOD CONDITION, THE DISK IS ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1455 ***********************************************************************
 LB1455  DESIGNATION -  N 109
 LB1455  PID         -  LB1455
 LB1455  STATE/COUNTY-  IN/NEWTON
 LB1455  COUNTRY     -  US
 LB1455  USGS QUAD   -  KENTLAND (2019)
 LB1455
 LB1455                         *CURRENT SURVEY CONTROL
 LB1455  ______________________________________________________________________
 LB1455* NAD 83(1986) POSITION- 40 45 59.     (N) 087 22 49.     (W)   SCALED
 LB1455* NAVD 88 ORTHO HEIGHT -   210.792 (meters)      691.57  (feet) ADJUSTED
 LB1455  ______________________________________________________________________
 LB1455  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LB1455  DYNAMIC HEIGHT  -        210.696 (meters)      691.26  (feet) COMP
 LB1455  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 LB1455
 LB1455  VERT ORDER      -  SECOND    CLASS 0
 LB1455
 LB1455.The horizontal coordinates were scaled from a map and have
 LB1455.an estimated accuracy of +/- 6 seconds.
 LB1455
 LB1455.The orthometric height was determined by differential leveling and
 LB1455.adjusted by the NATIONAL GEODETIC SURVEY
 LB1455.in June 1991.
 LB1455
 LB1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1455.GEOID18 height accuracy estimate available here.
 LB1455
 LB1455.Click photographs - Photos may exist for this station.
 LB1455
 LB1455.The dynamic height is computed by dividing the NAVD 88
 LB1455.geopotential number by the normal gravity value computed on the
 LB1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1455.degrees latitude (g = 980.6199 gals.).
 LB1455
 LB1455.The modeled gravity was interpolated from observed gravity values.
 LB1455
 LB1455;                    North         East    Units  Estimated Accuracy
 LB1455;SPC IN W     -   612,660.      874,930.      MT  (+/- 180 meters Scaled)
 LB1455
 LB1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679128(NAD 83)
 LB1455
 LB1455                          SUPERSEDED SURVEY CONTROL
 LB1455
 LB1455  NGVD 29 (??/??/92)  210.85   (m)          691.8    (f) COMPUTED    2 0
 LB1455
 LB1455.Superseded values are not recommended for survey control.
 LB1455
 LB1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1455.See file dsdata.pdf to determine how the superseded data were derived.
 LB1455
 LB1455_MARKER: DB = BENCH MARK DISK
 LB1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1455_SP_SET: BRIDGE
 LB1455_STAMPING: N 109 1946
 LB1455_MARK LOGO: CGS
 LB1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1455
 LB1455  HISTORY     - Date     Condition        Report By
 LB1455  HISTORY     - 1946     MONUMENTED       CGS
 LB1455  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1455
 LB1455                          STATION DESCRIPTION
 LB1455
 LB1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1455'3.4 MI E FROM KENTLAND.
 LB1455'ABOUT 3.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1455'STATION AT KENTLAND, 0.1 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD
 LB1455'CROSSING, NORTH OF THE RAILROAD AT U.S. HIGHWAY 24 BRIDGE OVER
 LB1455'MONTGOMERY DITCH, 66 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 LB1455'12 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 24, SET IN THE TOP
 LB1455'OF THE SOUTHEAST WINGWALL OF HIGHWAY BRIDGE NUMBER 24 B-3.4,
 LB1455'AND ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.
 LB1455
 LB1455                          STATION RECOVERY (2008)
 LB1455
 LB1455'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1455'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1456 ***********************************************************************
 LB1456  DESIGNATION -  N 109 RESET
 LB1456  PID         -  LB1456
 LB1456  STATE/COUNTY-  IN/NEWTON
 LB1456  COUNTRY     -  US
 LB1456  USGS QUAD   -  KENTLAND (2019)
 LB1456
 LB1456                         *CURRENT SURVEY CONTROL
 LB1456  ______________________________________________________________________
 LB1456* NAD 83(1986) POSITION- 40 45 59.     (N) 087 22 49.     (W)   SCALED
 LB1456* NAVD 88 ORTHO HEIGHT -   210.87  (meters)      691.8   (feet) RESET
 LB1456  ______________________________________________________________________
 LB1456  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LB1456  VERT ORDER      -  THIRD
 LB1456
 LB1456.The horizontal coordinates were scaled from a map and have
 LB1456.an estimated accuracy of +/- 6 seconds.
 LB1456
 LB1456.The orthometric height was computed from unverified reset data.
 LB1456
 LB1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1456.GEOID18 height accuracy estimate available here.
 LB1456
 LB1456.Click photographs - Photos may exist for this station.
 LB1456
 LB1456;                    North         East    Units  Estimated Accuracy
 LB1456;SPC IN W     -   612,660.      874,930.      MT  (+/- 180 meters Scaled)
 LB1456
 LB1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679128(NAD 83)
 LB1456
 LB1456                          SUPERSEDED SURVEY CONTROL
 LB1456
 LB1456  NGVD 29 (??/??/??)  210.93   (m)          692.0    (f) RESET       3  
 LB1456
 LB1456.Superseded values are not recommended for survey control.
 LB1456
 LB1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1456.See file dsdata.pdf to determine how the superseded data were derived.
 LB1456
 LB1456_MARKER: DB = BENCH MARK DISK
 LB1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1456_SP_SET: BRIDGE
 LB1456_STAMPING: N 109 RESET 1953
 LB1456_MARK LOGO: CGS
 LB1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1456
 LB1456  HISTORY     - Date     Condition        Report By
 LB1456  HISTORY     - 1953     MONUMENTED       INHD
 LB1456  HISTORY     - 1953     GOOD             CGS
 LB1456  HISTORY     - 1984     GOOD             LOCSUR
 LB1456  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1456
 LB1456                          STATION DESCRIPTION
 LB1456
 LB1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LB1456'3.4 MI E FROM KENTLAND.
 LB1456'3.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1456'AT KENTLAND, NEWTON COUNTY, 0.1 MILE EAST OF A NORTH-AND-SOUTH
 LB1456'GRAVEL-ROAD CROSSING, 58 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 LB1456'AT BRIDGE 24 B 3.4 ON U.S. HIGHWAY 24 OVER MONTGOMERY DITCH,
 LB1456'IN THE TOP OF THE SOUTHEAST WING WALL, 20 FEET SOUTH OF THE
 LB1456'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT HIGHER THAN THE CENTERLINE
 LB1456'OF THE HIGHWAY.
 LB1456
 LB1456                          STATION RECOVERY (1984)
 LB1456
 LB1456'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LB1456'RECOVERED IN GOOD CONDITION.
 LB1456
 LB1456                          STATION RECOVERY (2008)
 LB1456
 LB1456'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1456'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0861 ***********************************************************************
 JA0861  DESIGNATION -  N 11
 JA0861  PID         -  JA0861
 JA0861  STATE/COUNTY-  IN/KNOX
 JA0861  COUNTRY     -  US
 JA0861  USGS QUAD   -  WHEATLAND (2019)
 JA0861
 JA0861                         *CURRENT SURVEY CONTROL
 JA0861  ______________________________________________________________________
 JA0861* NAD 83(1986) POSITION- 38 39 47.     (N) 087 18 16.     (W)   SCALED
 JA0861* NAVD 88 ORTHO HEIGHT -   149.258 (meters)      489.69  (feet) ADJUSTED
 JA0861  ______________________________________________________________________
 JA0861  GEOID HEIGHT    -        -32.109 (meters)                     GEOID18
 JA0861  DYNAMIC HEIGHT  -        149.164 (meters)      489.38  (feet) COMP
 JA0861  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JA0861
 JA0861  VERT ORDER      -  FIRST     CLASS II
 JA0861
 JA0861.The horizontal coordinates were scaled from a map and have
 JA0861.an estimated accuracy of +/- 6 seconds.
 JA0861
 JA0861.The orthometric height was determined by differential leveling and
 JA0861.adjusted by the NATIONAL GEODETIC SURVEY
 JA0861.in June 1991.
 JA0861
 JA0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0861.GEOID18 height accuracy estimate available here.
 JA0861
 JA0861.Click photographs - Photos may exist for this station.
 JA0861
 JA0861.The dynamic height is computed by dividing the NAVD 88
 JA0861.geopotential number by the normal gravity value computed on the
 JA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0861.degrees latitude (g = 980.6199 gals.).
 JA0861
 JA0861.The modeled gravity was interpolated from observed gravity values.
 JA0861
 JA0861;                    North         East    Units  Estimated Accuracy
 JA0861;SPC IN W     -   379,120.      880,760.      MT  (+/- 180 meters Scaled)
 JA0861
 JA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH735794(NAD 83)
 JA0861
 JA0861                          SUPERSEDED SURVEY CONTROL
 JA0861
 JA0861  NGVD 29 (??/??/92)  149.380  (m)          490.09   (f) ADJ UNCH    1 2
 JA0861
 JA0861.Superseded values are not recommended for survey control.
 JA0861
 JA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0861.See file dsdata.pdf to determine how the superseded data were derived.
 JA0861
 JA0861_MARKER: DB = BENCH MARK DISK
 JA0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0861_STAMPING: N 11 1930 490.163
 JA0861_MARK LOGO: CGS
 JA0861_PROJECTION: FLUSH
 JA0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0861+STABILITY: SURFACE MOTION
 JA0861
 JA0861  HISTORY     - Date     Condition        Report By
 JA0861  HISTORY     - 1930     MONUMENTED       CGS
 JA0861  HISTORY     - 1965     GOOD             CGS
 JA0861  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0861
 JA0861                          STATION DESCRIPTION
 JA0861
 JA0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0861'0.2 MI E FROM WHEATLAND.
 JA0861'ABOUT 0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0861'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0861'IN FRACTIONAL SECTION 107, T 3 N, R 8 W, 10 FEET SOUTHEAST OF
 JA0861'THE FIRST POLE EAST OF MILEPOST 176-30, 25 FEET NORTH OF THE NORTH
 JA0861'RAIL OF THE MAIN TRACK, 5 RAILS WEST OF A GRAIN ELEVATOR, 142
 JA0861'FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 19 FEET SOUTH
 JA0861'OF THE CENTER LINE OF A PAVED ROAD, 135 FEET EAST AND ACROSS A
 JA0861'PAVED ROAD FROM A 36-INCH EUCALYPTUS TREE, 1.7 FEET NORTH OF A
 JA0861'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 JA0861'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA0861'GROUND.
 JA0861
 JA0861                          STATION RECOVERY (1986)
 JA0861
 JA0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0861'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0879 ***********************************************************************
 LB0879  DESIGNATION -  N 111
 LB0879  PID         -  LB0879
 LB0879  STATE/COUNTY-  IN/BOONE
 LB0879  COUNTRY     -  US
 LB0879  USGS QUAD   -  HAZELRIGG (2019)
 LB0879
 LB0879                         *CURRENT SURVEY CONTROL
 LB0879  ______________________________________________________________________
 LB0879* NAD 83(1986) POSITION- 40 03 06.86   (N) 086 37 11.35   (W)   HD_HELD1
 LB0879* NAVD 88 ORTHO HEIGHT -   273.021 (meters)      895.74  (feet) ADJUSTED
 LB0879  ______________________________________________________________________
 LB0879  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 LB0879  DYNAMIC HEIGHT  -        272.872 (meters)      895.25  (feet) COMP
 LB0879  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 LB0879
 LB0879  VERT ORDER      -  SECOND    CLASS 0
 LB0879
 LB0879.The horizontal coordinates were determined by differentially corrected
 LB0879.hand held GPS observations or other comparable positioning techniques
 LB0879.and have an estimated accuracy of +/- 3 meters.
 LB0879
 LB0879.The orthometric height was determined by differential leveling and
 LB0879.adjusted by the NATIONAL GEODETIC SURVEY
 LB0879.in June 1991.
 LB0879
 LB0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0879.GEOID18 height accuracy estimate available here.
 LB0879
 LB0879.Click photographs - Photos may exist for this station.
 LB0879
 LB0879.The dynamic height is computed by dividing the NAVD 88
 LB0879.geopotential number by the normal gravity value computed on the
 LB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0879.degrees latitude (g = 980.6199 gals.).
 LB0879
 LB0879.The modeled gravity was interpolated from observed gravity values.
 LB0879
 LB0879;                    North         East    Units  Estimated Accuracy
 LB0879;SPC IN W     -   533,383.7     939,550.0     MT  (+/- 3 meters HH1 GPS) 
 LB0879
 LB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3242733587(NAD 83)
 LB0879
 LB0879                          SUPERSEDED SURVEY CONTROL
 LB0879
 LB0879  NGVD 29 (??/??/92)  273.113  (m)          896.04   (f) ADJ UNCH    2 0
 LB0879
 LB0879.Superseded values are not recommended for survey control.
 LB0879
 LB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0879.See file dsdata.pdf to determine how the superseded data were derived.
 LB0879
 LB0879_MARKER: DB = BENCH MARK DISK
 LB0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0879_SP_SET: BRIDGE WINGWALL
 LB0879_STAMPING: N 111 1946
 LB0879_MARK LOGO: CGS
 LB0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0879
 LB0879  HISTORY     - Date     Condition        Report By
 LB0879  HISTORY     - 1946     MONUMENTED       CGS
 LB0879  HISTORY     - 1977     GOOD             LOCENG
 LB0879
 LB0879                          STATION DESCRIPTION
 LB0879
 LB0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0879'AT DOVER.
 LB0879'AT DOVER, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE
 LB0879'INTERSECTION WITH STATE HIGHWAY 32, SET IN THE TOP OF THE
 LB0879'NORTHWEST WINGWALL OF A 20-FOOT CONCRETE BRIDGE, 19 FEET WEST
 LB0879'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 LB0879'BRIDGE FLOOR.  A STANDARD DISK, STAMPED N 111 1946.
 LB0879
 LB0879                          STATION RECOVERY (1977)
 LB0879
 LB0879'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0614 ***********************************************************************
 LB0614  DESIGNATION -  N 112
 LB0614  PID         -  LB0614
 LB0614  STATE/COUNTY-  IN/BOONE
 LB0614  COUNTRY     -  US
 LB0614  USGS QUAD   -  LEBANON (2019)
 LB0614
 LB0614                         *CURRENT SURVEY CONTROL
 LB0614  ______________________________________________________________________
 LB0614* NAD 83(1986) POSITION- 40 02 22.     (N) 086 22 49.     (W)   SCALED
 LB0614* NAVD 88 ORTHO HEIGHT -   289.802 (meters)      950.79  (feet) ADJUSTED
 LB0614  ______________________________________________________________________
 LB0614  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 LB0614  DYNAMIC HEIGHT  -        289.641 (meters)      950.26  (feet) COMP
 LB0614  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 LB0614
 LB0614  VERT ORDER      -  SECOND    CLASS 0
 LB0614
 LB0614.The horizontal coordinates were scaled from a map and have
 LB0614.an estimated accuracy of +/- 6 seconds.
 LB0614
 LB0614.The orthometric height was determined by differential leveling and
 LB0614.adjusted by the NATIONAL GEODETIC SURVEY
 LB0614.in June 1991.
 LB0614
 LB0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0614.GEOID18 height accuracy estimate available here.
 LB0614
 LB0614.Click photographs - Photos may exist for this station.
 LB0614
 LB0614.The dynamic height is computed by dividing the NAVD 88
 LB0614.geopotential number by the normal gravity value computed on the
 LB0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0614.degrees latitude (g = 980.6199 gals.).
 LB0614
 LB0614.The modeled gravity was interpolated from observed gravity values.
 LB0614
 LB0614;                    North         East    Units  Estimated Accuracy
 LB0614;SPC IN W     -   532,130.      960,000.      MT  (+/- 180 meters Scaled)
 LB0614
 LB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK528323(NAD 83)
 LB0614
 LB0614                          SUPERSEDED SURVEY CONTROL
 LB0614
 LB0614  NGVD 29 (??/??/92)  289.906  (m)          951.13   (f) ADJ UNCH    2 0
 LB0614
 LB0614.Superseded values are not recommended for survey control.
 LB0614
 LB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0614.See file dsdata.pdf to determine how the superseded data were derived.
 LB0614
 LB0614_MARKER: DB = BENCH MARK DISK
 LB0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0614_SP_SET: BRIDGE WINGWALL
 LB0614_STAMPING: N 112 1946
 LB0614_MARK LOGO: CGS
 LB0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0614
 LB0614  HISTORY     - Date     Condition        Report By
 LB0614  HISTORY     - 1946     MONUMENTED       CGS
 LB0614  HISTORY     - 1977     GOOD             LOCENG
 LB0614
 LB0614                          STATION DESCRIPTION
 LB0614
 LB0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0614'5.2 MI E FROM LEBANON.
 LB0614'ALONG STATE HIGHWAY 32 ABOUT 5.15 MILES EAST OF THE COUNTY COURT
 LB0614'HOUSE AT LEBANON, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF AN
 LB0614'18-FOOT CONCRETE BRIDGE, 10 FEET SOUTH OF THE CENTER LINE OF THE
 LB0614'HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK,
 LB0614'STAMPED N 112 1946.
 LB0614
 LB0614                          STATION RECOVERY (1977)
 LB0614
 LB0614'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0850 ***********************************************************************
 LB0850  DESIGNATION -  N 113
 LB0850  PID         -  LB0850
 LB0850  STATE/COUNTY-  IN/CLINTON
 LB0850  COUNTRY     -  US
 LB0850  USGS QUAD   -  COLFAX (2019)
 LB0850
 LB0850                         *CURRENT SURVEY CONTROL
 LB0850  ______________________________________________________________________
 LB0850* NAD 83(1986) POSITION- 40 11 10.     (N) 086 39 23.     (W)   SCALED
 LB0850* NAVD 88 ORTHO HEIGHT -   256.963 (meters)      843.05  (feet) ADJUSTED
 LB0850  ______________________________________________________________________
 LB0850  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 LB0850  DYNAMIC HEIGHT  -        256.826 (meters)      842.60  (feet) COMP
 LB0850  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LB0850
 LB0850  VERT ORDER      -  SECOND    CLASS 0
 LB0850
 LB0850.The horizontal coordinates were scaled from a map and have
 LB0850.an estimated accuracy of +/- 6 seconds.
 LB0850
 LB0850.The orthometric height was determined by differential leveling and
 LB0850.adjusted by the NATIONAL GEODETIC SURVEY
 LB0850.in June 1991.
 LB0850
 LB0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0850.GEOID18 height accuracy estimate available here.
 LB0850
 LB0850.Click photographs - Photos may exist for this station.
 LB0850
 LB0850.The dynamic height is computed by dividing the NAVD 88
 LB0850.geopotential number by the normal gravity value computed on the
 LB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0850.degrees latitude (g = 980.6199 gals.).
 LB0850
 LB0850.The modeled gravity was interpolated from observed gravity values.
 LB0850
 LB0850;                    North         East    Units  Estimated Accuracy
 LB0850;SPC IN W     -   548,270.      936,360.      MT  (+/- 180 meters Scaled)
 LB0850
 LB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK292484(NAD 83)
 LB0850
 LB0850                          SUPERSEDED SURVEY CONTROL
 LB0850
 LB0850  NGVD 29 (??/??/92)  257.058  (m)          843.36   (f) ADJ UNCH    2 0
 LB0850
 LB0850.Superseded values are not recommended for survey control.
 LB0850
 LB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0850.See file dsdata.pdf to determine how the superseded data were derived.
 LB0850
 LB0850_MARKER: DB = BENCH MARK DISK
 LB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0850_STAMPING: N 113 1946
 LB0850_MARK LOGO: CGS
 LB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0850+STABILITY: SURFACE MOTION
 LB0850
 LB0850  HISTORY     - Date     Condition        Report By
 LB0850  HISTORY     - 1946     MONUMENTED       CGS
 LB0850
 LB0850                          STATION DESCRIPTION
 LB0850
 LB0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0850'0.8 MI SE FROM COLFAX.
 LB0850'ALONG THE CLEVELAND, CINCINNATI, AND ST. LOUIS RAILWAY ABOUT 0.8
 LB0850'MILE SOUTHEAST OF THE STATION AT COLFAX, AT A FARM LANE CROSSING
 LB0850'AND AT MILEPOST 152/29, 19 FEET NORTHEAST OF THE NORTHEAST RAIL
 LB0850'OF THE TRACK, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 LB0850'LANE, 23 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD
 LB0850'PARALLELING THE TRACKS, 4.5 FEET NORTHWEST OF POLE 152/29,
 LB0850'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0850'3 1/2 FEET LOWER THAN TRACK LEVEL.  A STANDARD DISK, STAMPED N
 LB0850'113 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0850'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0913 ***********************************************************************
 LB0913  DESIGNATION -  N 114
 LB0913  PID         -  LB0913
 LB0913  STATE/COUNTY-  IN/CLINTON
 LB0913  COUNTRY     -  US
 LB0913  USGS QUAD   -  THORNTOWN (2019)
 LB0913
 LB0913                         *CURRENT SURVEY CONTROL
 LB0913  ______________________________________________________________________
 LB0913* NAD 83(1986) POSITION- 40 14 59.     (N) 086 30 31.     (W)   SCALED
 LB0913* NAVD 88 ORTHO HEIGHT -   264.324 (meters)      867.20  (feet) ADJUSTED
 LB0913  ______________________________________________________________________
 LB0913  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 LB0913  DYNAMIC HEIGHT  -        264.184 (meters)      866.74  (feet) COMP
 LB0913  MODELED GRAVITY -    980,090.2   (mgal)                       NAVD 88
 LB0913
 LB0913  VERT ORDER      -  SECOND    CLASS 0
 LB0913
 LB0913.The horizontal coordinates were scaled from a map and have
 LB0913.an estimated accuracy of +/- 6 seconds.
 LB0913
 LB0913.The orthometric height was determined by differential leveling and
 LB0913.adjusted by the NATIONAL GEODETIC SURVEY
 LB0913.in June 1991.
 LB0913
 LB0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0913.GEOID18 height accuracy estimate available here.
 LB0913
 LB0913.Click photographs - Photos may exist for this station.
 LB0913
 LB0913.The dynamic height is computed by dividing the NAVD 88
 LB0913.geopotential number by the normal gravity value computed on the
 LB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0913.degrees latitude (g = 980.6199 gals.).
 LB0913
 LB0913.The modeled gravity was interpolated from observed gravity values.
 LB0913
 LB0913;                    North         East    Units  Estimated Accuracy
 LB0913;SPC IN W     -   555,400.      948,900.      MT  (+/- 180 meters Scaled)
 LB0913
 LB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK417555(NAD 83)
 LB0913
 LB0913                          SUPERSEDED SURVEY CONTROL
 LB0913
 LB0913  NGVD 29 (??/??/92)  264.429  (m)          867.55   (f) ADJ UNCH    2 0
 LB0913
 LB0913.Superseded values are not recommended for survey control.
 LB0913
 LB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0913.See file dsdata.pdf to determine how the superseded data were derived.
 LB0913
 LB0913_MARKER: DB = BENCH MARK DISK
 LB0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0913_STAMPING: N 114 1946
 LB0913_MARK LOGO: CGS
 LB0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0913+STABILITY: SURFACE MOTION
 LB0913
 LB0913  HISTORY     - Date     Condition        Report By
 LB0913  HISTORY     - 1946     MONUMENTED       CGS
 LB0913
 LB0913                          STATION DESCRIPTION
 LB0913
 LB0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0913'2.1 MI S FROM FRANKFORT.
 LB0913'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0913'COURT HOUSE AT FRANKFORT, AT LOCKWOOD FIELD, AT THE ENTRANCE TO
 LB0913'THE AIRPORT, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27
 LB0913'FEET NORTH OF THE NORTH EDGE OF THE DRIVEWAY, 3 FEET SOUTH OF
 LB0913'POWER POLE NUMBER 1669, ABOUT 94 YARDS SOUTH OF THE SOUTHEAST
 LB0913'CORNER OF THE HANGER, 1.8 FOOT NORTH OF A WHITE WOODEN WITNESS
 LB0913'POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB0913'N 114 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0913'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0095 ***********************************************************************
 LB0095  DESIGNATION -  N 115
 LB0095  PID         -  LB0095
 LB0095  STATE/COUNTY-  IN/CASS
 LB0095  COUNTRY     -  US
 LB0095  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0095
 LB0095                         *CURRENT SURVEY CONTROL
 LB0095  ______________________________________________________________________
 LB0095* NAD 83(1986) POSITION- 40 36 23.     (N) 086 21 19.     (W)   SCALED
 LB0095* NAVD 88 ORTHO HEIGHT -   217.825 (meters)      714.65  (feet) ADJUSTED
 LB0095  ______________________________________________________________________
 LB0095  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 LB0095  DYNAMIC HEIGHT  -        217.717 (meters)      714.29  (feet) COMP
 LB0095  MODELED GRAVITY -    980,123.4   (mgal)                       NAVD 88
 LB0095
 LB0095  VERT ORDER      -  SECOND    CLASS 0
 LB0095
 LB0095.The horizontal coordinates were scaled from a map and have
 LB0095.an estimated accuracy of +/- 6 seconds.
 LB0095
 LB0095.The orthometric height was determined by differential leveling and
 LB0095.adjusted by the NATIONAL GEODETIC SURVEY
 LB0095.in June 1991.
 LB0095
 LB0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0095.GEOID18 height accuracy estimate available here.
 LB0095
 LB0095.Click photographs - Photos may exist for this station.
 LB0095
 LB0095.The dynamic height is computed by dividing the NAVD 88
 LB0095.geopotential number by the normal gravity value computed on the
 LB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0095.degrees latitude (g = 980.6199 gals.).
 LB0095
 LB0095.The modeled gravity was interpolated from observed gravity values.
 LB0095
 LB0095;                    North         East    Units  Estimated Accuracy
 LB0095;SPC IN E     -   595,080.       41,720.      MT  (+/- 180 meters Scaled)
 LB0095
 LB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK545952(NAD 83)
 LB0095
 LB0095                          SUPERSEDED SURVEY CONTROL
 LB0095
 LB0095  NGVD 29 (??/??/92)  217.940  (m)          715.02   (f) ADJ UNCH    2 0
 LB0095
 LB0095.Superseded values are not recommended for survey control.
 LB0095
 LB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0095.See file dsdata.pdf to determine how the superseded data were derived.
 LB0095
 LB0095_MARKER: DB = BENCH MARK DISK
 LB0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0095_SP_SET: CULVERT HEADWALL
 LB0095_STAMPING: N 115 1946
 LB0095_MARK LOGO: CGS
 LB0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0095+STABILITY: SURFACE MOTION
 LB0095
 LB0095  HISTORY     - Date     Condition        Report By
 LB0095  HISTORY     - 1946     MONUMENTED       CGS
 LB0095  HISTORY     - 20100630 MARK NOT FOUND   INDOT
 LB0095
 LB0095                          STATION DESCRIPTION
 LB0095
 LB0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0095'2.2 MI E FROM DEER CREEK.
 LB0095'ABOUT 2.2 MILES EAST ALONG A GRAVEL ROAD LEADING TO LINCOLN
 LB0095'FROM THE JUNCTION WITH STATE HIGHWAY 29 AT DEER CREEK, 0.35 MILE
 LB0095'SOUTH OF A T ROAD JUNCTION OF A NORTH-SOUTH ROAD AND A ROAD
 LB0095'LEADING WEST, ABOUT 150 FEET NORTH OF THE JUNCTION OF THE
 LB0095'NORTH-SOUTH ROAD AND THE ROAD LEADING EAST TO LINCOLN, SET IN
 LB0095'THE CENTER OF THE TOP OF WEST HEADWALL OF A 10-FOOT CONCRETE
 LB0095'CULVERT, 11 FEET WEST OF THE CENTER LINE OF THE ROAD AND 2 1/2
 LB0095'FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED N 115
 LB0095'1946.
 LB0095
 LB0095                          STATION RECOVERY (2010)
 LB0095
 LB0095'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 LB0095'BELIEVE THE MARK WAS DESTROYED BY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0001 ***********************************************************************
 LB0001  DESIGNATION -  N 116
 LB0001  PID         -  LB0001
 LB0001  STATE/COUNTY-  IN/CARROLL
 LB0001  COUNTRY     -  US
 LB0001  USGS QUAD   -  DEER CREEK (2019)
 LB0001
 LB0001                         *CURRENT SURVEY CONTROL
 LB0001  ______________________________________________________________________
 LB0001* NAD 83(1986) POSITION- 40 30 13.     (N) 086 23 31.     (W)   SCALED
 LB0001* NAVD 88 ORTHO HEIGHT -   235.910 (meters)      773.98  (feet) ADJUSTED
 LB0001  ______________________________________________________________________
 LB0001  GEOID HEIGHT    -        -34.281 (meters)                     GEOID18
 LB0001  DYNAMIC HEIGHT  -        235.790 (meters)      773.59  (feet) COMP
 LB0001  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 LB0001
 LB0001  VERT ORDER      -  SECOND    CLASS 0
 LB0001
 LB0001.The horizontal coordinates were scaled from a map and have
 LB0001.an estimated accuracy of +/- 6 seconds.
 LB0001
 LB0001.The orthometric height was determined by differential leveling and
 LB0001.adjusted by the NATIONAL GEODETIC SURVEY
 LB0001.in June 1991.
 LB0001
 LB0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0001.GEOID18 height accuracy estimate available here.
 LB0001
 LB0001.Click photographs - Photos may exist for this station.
 LB0001
 LB0001.The dynamic height is computed by dividing the NAVD 88
 LB0001.geopotential number by the normal gravity value computed on the
 LB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0001.degrees latitude (g = 980.6199 gals.).
 LB0001
 LB0001.The modeled gravity was interpolated from observed gravity values.
 LB0001
 LB0001;                    North         East    Units  Estimated Accuracy
 LB0001;SPC IN W     -   583,670.      958,600.      MT  (+/- 180 meters Scaled)
 LB0001
 LB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515838(NAD 83)
 LB0001
 LB0001                          SUPERSEDED SURVEY CONTROL
 LB0001
 LB0001  NGVD 29 (??/??/92)  236.019  (m)          774.34   (f) ADJ UNCH    2 0
 LB0001
 LB0001.Superseded values are not recommended for survey control.
 LB0001
 LB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0001.See file dsdata.pdf to determine how the superseded data were derived.
 LB0001
 LB0001_MARKER: DB = BENCH MARK DISK
 LB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0001_STAMPING: N 116 1946
 LB0001_MARK LOGO: CGS
 LB0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0001+STABILITY: SURFACE MOTION
 LB0001
 LB0001  HISTORY     - Date     Condition        Report By
 LB0001  HISTORY     - 1946     MONUMENTED       CGS
 LB0001
 LB0001                          STATION DESCRIPTION
 LB0001
 LB0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0001'1 MI S FROM CARROLLTON.
 LB0001'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE DARWIN
 LB0001'M.E. CHURCH AT CARROLLTON AND ABOUT 1.8 MILE NORTH OF THE
 LB0001'HIGH SCHOOL AT BURLINGTON, AT THE JUNCTION WITH A SIDE ROAD
 LB0001'LEADING EAST, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB0001'28 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 2 1/2 FEET
 LB0001'NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF THE RIGHT-OF-WAY
 LB0001'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 LB0001'AND ABOUT 1 1/2 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK,
 LB0001'STAMPED N 116 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0001'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0448 ***********************************************************************
 LB0448  DESIGNATION -  N 117
 LB0448  PID         -  LB0448
 LB0448  STATE/COUNTY-  IN/CLINTON
 LB0448  COUNTRY     -  US
 LB0448  USGS QUAD   -  BURLINGTON (2019)
 LB0448
 LB0448                         *CURRENT SURVEY CONTROL
 LB0448  ______________________________________________________________________
 LB0448* NAD 83(1986) POSITION- 40 23 16.     (N) 086 24 42.     (W)   SCALED
 LB0448* NAVD 88 ORTHO HEIGHT -   263.403 (meters)      864.18  (feet) ADJUSTED
 LB0448  ______________________________________________________________________
 LB0448  GEOID HEIGHT    -        -34.191 (meters)                     GEOID18
 LB0448  DYNAMIC HEIGHT  -        263.265 (meters)      863.73  (feet) COMP
 LB0448  MODELED GRAVITY -    980,096.1   (mgal)                       NAVD 88
 LB0448
 LB0448  VERT ORDER      -  SECOND    CLASS 0
 LB0448
 LB0448.The horizontal coordinates were scaled from a map and have
 LB0448.an estimated accuracy of +/- 6 seconds.
 LB0448
 LB0448.The orthometric height was determined by differential leveling and
 LB0448.adjusted by the NATIONAL GEODETIC SURVEY
 LB0448.in June 1991.
 LB0448
 LB0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0448.GEOID18 height accuracy estimate available here.
 LB0448
 LB0448.Click photographs - Photos may exist for this station.
 LB0448
 LB0448.The dynamic height is computed by dividing the NAVD 88
 LB0448.geopotential number by the normal gravity value computed on the
 LB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0448.degrees latitude (g = 980.6199 gals.).
 LB0448
 LB0448.The modeled gravity was interpolated from observed gravity values.
 LB0448
 LB0448;                    North         East    Units  Estimated Accuracy
 LB0448;SPC IN W     -   570,790.      957,030.      MT  (+/- 180 meters Scaled)
 LB0448
 LB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK499709(NAD 83)
 LB0448
 LB0448                          SUPERSEDED SURVEY CONTROL
 LB0448
 LB0448  NGVD 29 (??/??/92)  263.509  (m)          864.53   (f) ADJ UNCH    2 0
 LB0448
 LB0448.Superseded values are not recommended for survey control.
 LB0448
 LB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0448.See file dsdata.pdf to determine how the superseded data were derived.
 LB0448
 LB0448_MARKER: DB = BENCH MARK DISK
 LB0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0448_STAMPING: N 117 1946
 LB0448_MARK LOGO: CGS
 LB0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0448+STABILITY: SURFACE MOTION
 LB0448
 LB0448  HISTORY     - Date     Condition        Report By
 LB0448  HISTORY     - 1946     MONUMENTED       CGS
 LB0448
 LB0448                          STATION DESCRIPTION
 LB0448
 LB0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0448'2.9 MI SW FROM MIDDLE FORK.
 LB0448'ABOUT 1.9 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE CROSS ROADS
 LB0448'AT MIDDLE FORK, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AT THE
 LB0448'JUNCTION WITH A ROAD LEADING SOUTH, 22 FEET SOUTH OF THE CENTER
 LB0448'LINE OF THE EAST-WEST ROAD, 43 FEET EAST OF THE CENTER LINE OF
 LB0448'THE SIDE ROAD, 22 FEET EAST OF POWER POLE 2983, 2.5 FEET NORTH
 LB0448'OF A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 LB0448'STAMPED N 117 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0448'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0962 ***********************************************************************
 LB0962  DESIGNATION -  N 118
 LB0962  PID         -  LB0962
 LB0962  STATE/COUNTY-  IN/CARROLL
 LB0962  COUNTRY     -  US
 LB0962  USGS QUAD   -  FLORA (2019)
 LB0962
 LB0962                         *CURRENT SURVEY CONTROL
 LB0962  ______________________________________________________________________
 LB0962* NAD 83(1986) POSITION- 40 34 07.     (N) 086 32 25.     (W)   SCALED
 LB0962* NAVD 88 ORTHO HEIGHT -   204.418 (meters)      670.66  (feet) ADJUSTED
 LB0962  ______________________________________________________________________
 LB0962  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LB0962  DYNAMIC HEIGHT  -        204.317 (meters)      670.33  (feet) COMP
 LB0962  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 LB0962
 LB0962  VERT ORDER      -  SECOND    CLASS 0
 LB0962
 LB0962.The horizontal coordinates were scaled from a map and have
 LB0962.an estimated accuracy of +/- 6 seconds.
 LB0962
 LB0962.The orthometric height was determined by differential leveling and
 LB0962.adjusted by the NATIONAL GEODETIC SURVEY
 LB0962.in June 1991.
 LB0962
 LB0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0962.GEOID18 height accuracy estimate available here.
 LB0962
 LB0962.Click photographs - Photos may exist for this station.
 LB0962
 LB0962.The dynamic height is computed by dividing the NAVD 88
 LB0962.geopotential number by the normal gravity value computed on the
 LB0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0962.degrees latitude (g = 980.6199 gals.).
 LB0962
 LB0962.The modeled gravity was interpolated from observed gravity values.
 LB0962
 LB0962;                    North         East    Units  Estimated Accuracy
 LB0962;SPC IN W     -   590,800.      945,990.      MT  (+/- 180 meters Scaled)
 LB0962
 LB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389909(NAD 83)
 LB0962
 LB0962                          SUPERSEDED SURVEY CONTROL
 LB0962
 LB0962  NGVD 29 (??/??/92)  204.530  (m)          671.03   (f) ADJ UNCH    2 0
 LB0962
 LB0962.Superseded values are not recommended for survey control.
 LB0962
 LB0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0962.See file dsdata.pdf to determine how the superseded data were derived.
 LB0962
 LB0962_MARKER: DB = BENCH MARK DISK
 LB0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0962_STAMPING: N 118 1946
 LB0962_MARK LOGO: CGS
 LB0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0962+STABILITY: SURFACE MOTION
 LB0962
 LB0962  HISTORY     - Date     Condition        Report By
 LB0962  HISTORY     - 1946     MONUMENTED       CGS
 LB0962
 LB0962                          STATION DESCRIPTION
 LB0962
 LB0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0962'2.1 MI N FROM FLORA.
 LB0962'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0962'RAILROAD STATION AT FLORA, THENCE 1.85 MILE NORTH ALONG A ROAD
 LB0962'LEADING TO CAMDEN, AT A T JUNCTION WITH AN EAST-WEST ROAD, IN
 LB0962'THE SOUTHEAST QUARTER OF THE JUNCTION, 30 FEET NORTHEAST OF THE
 LB0962'CENTER LINE OF THE MAIN ROAD, 32 FEET SOUTH OF THE CENTER LINE
 LB0962'OF THE ROAD LEADING EAST ACROSS BACHELOR RUN AND NORTH TO CAMDEN,
 LB0962'24 FEET WEST OF A 26-MAPLE TREE, 3.5 FEET NORTHEAST OF A FENCE
 LB0962'CORNER, 1 1/2 FOOT NORTH OF A FENCE LINE AND ABOUT 1 FOOT BELOW
 LB0962'ROAD LEVEL.  A STANDARD DISK, STAMPED N 118 1946 AND SET IN THE
 LB0962'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  THIS
 LB0962'MARK MAY BE REACHED FROM THE CAMDEN STATE BANK AT CAMDEN BY
 LB0962'GOING SOUTH ALONG THE CAMDEN-FLORA ROAD FOR ABOUT 3.05 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0919 ***********************************************************************
 JA0919  DESIGNATION -  N 12
 JA0919  PID         -  JA0919
 JA0919  STATE/COUNTY-  IN/GREENE
 JA0919  COUNTRY     -  US
 JA0919  USGS QUAD   -  LYONS (2019)
 JA0919
 JA0919                         *CURRENT SURVEY CONTROL
 JA0919  ______________________________________________________________________
 JA0919* NAD 83(1986) POSITION- 38 55 37.09   (N) 087 01 00.32   (W)   HD_HELD1
 JA0919* NAVD 88 ORTHO HEIGHT -   153.495 (meters)      503.59  (feet) ADJUSTED
 JA0919  ______________________________________________________________________
 JA0919  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 JA0919  DYNAMIC HEIGHT  -        153.400 (meters)      503.28  (feet) COMP
 JA0919  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JA0919
 JA0919  VERT ORDER      -  FIRST     CLASS II
 JA0919
 JA0919.The horizontal coordinates were determined by differentially corrected
 JA0919.hand held GPS observations or other comparable positioning techniques
 JA0919.and have an estimated accuracy of +/- 3 meters.
 JA0919
 JA0919.The orthometric height was determined by differential leveling and
 JA0919.adjusted by the NATIONAL GEODETIC SURVEY
 JA0919.in June 1991.
 JA0919
 JA0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0919.GEOID18 height accuracy estimate available here.
 JA0919
 JA0919.Click photographs - Photos may exist for this station.
 JA0919
 JA0919.The dynamic height is computed by dividing the NAVD 88
 JA0919.geopotential number by the normal gravity value computed on the
 JA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0919.degrees latitude (g = 980.6199 gals.).
 JA0919
 JA0919.The modeled gravity was interpolated from observed gravity values.
 JA0919
 JA0919;                    North         East    Units  Estimated Accuracy
 JA0919;SPC IN W     -   408,391.2     905,773.1     MT  (+/- 3 meters HH1 GPS) 
 JA0919
 JA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9854708672(NAD 83)
 JA0919
 JA0919                          SUPERSEDED SURVEY CONTROL
 JA0919
 JA0919  NGVD 29 (??/??/92)  153.629  (m)          504.03   (f) ADJ UNCH    1 2
 JA0919
 JA0919.Superseded values are not recommended for survey control.
 JA0919
 JA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0919.See file dsdata.pdf to determine how the superseded data were derived.
 JA0919
 JA0919_MARKER: DB = BENCH MARK DISK
 JA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0919_STAMPING: 504.031 N 12 1930
 JA0919_MARK LOGO: CGS
 JA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0919+STABILITY: SURFACE MOTION
 JA0919
 JA0919  HISTORY     - Date     Condition        Report By
 JA0919  HISTORY     - 1930     MONUMENTED       CGS
 JA0919  HISTORY     - 1968     MARK NOT FOUND   CGS
 JA0919  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0919
 JA0919                          STATION DESCRIPTION
 JA0919
 JA0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JA0919'AT NEWBERRY.
 JA0919'AT NEWBERRY, GREENE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 JA0919'OPPOSITE THE STATION WAITING-ROOM DOOR, 36 FEET EAST OF THE
 JA0919'EAST RAIL, AND 6-1/2 FEET WEST OF THE WEST WALL OF A MILL.  A
 JA0919'STANDARD DISK, STAMPED 504.031 N 12 1930 AND SET IN THE TOP OF A
 JA0919'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- A BUILDING
 JA0919'BUILT IN LOCATION OF N-12 IN NEWBERRY, IND.
 JA0919
 JA0919                          STATION RECOVERY (1985)
 JA0919
 JA0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0703 ***********************************************************************
 LB0703  DESIGNATION -  N 120
 LB0703  PID         -  LB0703
 LB0703  STATE/COUNTY-  IN/CARROLL
 LB0703  COUNTRY     -  US
 LB0703  USGS QUAD   -  PYRMONT (2019)
 LB0703
 LB0703                         *CURRENT SURVEY CONTROL
 LB0703  ______________________________________________________________________
 LB0703* NAD 83(1986) POSITION- 40 28 30.4    (N) 086 40 47.0    (W)   HD_HELD2
 LB0703* NAVD 88 ORTHO HEIGHT -   206.308 (meters)      676.86  (feet) ADJUSTED
 LB0703  ______________________________________________________________________
 LB0703  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 LB0703  DYNAMIC HEIGHT  -        206.206 (meters)      676.53  (feet) COMP
 LB0703  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 LB0703
 LB0703  VERT ORDER      -  SECOND    CLASS 0
 LB0703
 LB0703.The horizontal coordinates were established by autonomous hand held GPS
 LB0703.observations and have an estimated accuracy of +/- 10 meters.
 LB0703
 LB0703.The orthometric height was determined by differential leveling and
 LB0703.adjusted by the NATIONAL GEODETIC SURVEY
 LB0703.in June 1991.
 LB0703
 LB0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0703.GEOID18 height accuracy estimate available here.
 LB0703
 LB0703.Click photographs - Photos may exist for this station.
 LB0703
 LB0703.The dynamic height is computed by dividing the NAVD 88
 LB0703.geopotential number by the normal gravity value computed on the
 LB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0703.degrees latitude (g = 980.6199 gals.).
 LB0703
 LB0703.The modeled gravity was interpolated from observed gravity values.
 LB0703
 LB0703;                    North         East    Units  Estimated Accuracy
 LB0703;SPC IN W     -   580,350.      934,225.      MT  (+/- 10 meters HH2 GPS)
 LB0703
 LB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2714880541(NAD 83)
 LB0703
 LB0703                          SUPERSEDED SURVEY CONTROL
 LB0703
 LB0703  NGVD 29 (??/??/92)  206.414  (m)          677.21   (f) ADJ UNCH    2 0
 LB0703
 LB0703.Superseded values are not recommended for survey control.
 LB0703
 LB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0703.See file dsdata.pdf to determine how the superseded data were derived.
 LB0703
 LB0703_MARKER: DB = BENCH MARK DISK
 LB0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0703_SP_SET: PIPE CULVERT HEADWALL
 LB0703_STAMPING: N 120 1946
 LB0703_MARK LOGO: CGS
 LB0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0703+STABILITY: SURFACE MOTION
 LB0703
 LB0703  HISTORY     - Date     Condition        Report By
 LB0703  HISTORY     - 1946     MONUMENTED       CGS
 LB0703
 LB0703                          STATION DESCRIPTION
 LB0703
 LB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0703'0.7 MI NW FROM PRYMONT.
 LB0703'ABOUT 0.6 MILE NORTH AND 0.1 MILE WEST ALONG GRAVEL ROADS FROM
 LB0703'THE SCHOOL AT PRYMONT, ABOUT 0.8 MILE EAST OF THE CARROLL-TIPPECANOE
 LB0703'COUNTY LINE, SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 LB0703'HEADWALL OF A 30-INCH PIPE CULVERT, 11 FEET NORTH OF THE CENTER
 LB0703'LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE ROAD LEVEL.  A STANDARD
 LB0703'DISK, STAMPED N 120 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0659 ***********************************************************************
 KA0659  DESIGNATION -  N 121
 KA0659  PID         -  KA0659
 KA0659  STATE/COUNTY-  IN/PUTNAM
 KA0659  COUNTRY     -  US
 KA0659  USGS QUAD   -  GREENCASTLE (2019)
 KA0659
 KA0659                         *CURRENT SURVEY CONTROL
 KA0659  ______________________________________________________________________
 KA0659* NAD 83(1986) POSITION- 39 39 56.     (N) 086 48 28.     (W)   SCALED
 KA0659* NAVD 88 ORTHO HEIGHT -   240.432 (meters)      788.82  (feet) POSTED
 KA0659  ______________________________________________________________________
 KA0659  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KA0659  DYNAMIC HEIGHT  -        240.30  (meters)      788.4   (feet) COMP
 KA0659  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0659
 KA0659  VERT ORDER      -  * POSTED, SEE BELOW
 KA0659
 KA0659.The horizontal coordinates were scaled from a map and have
 KA0659.an estimated accuracy of +/- 6 seconds.
 KA0659
 KA0659.The orthometric height was determined by differential leveling
 KA0659.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0659
 KA0659.* This is a POSTED BENCH MARK height.
 KA0659
 KA0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0659.GEOID18 height accuracy estimate available here.
 KA0659
 KA0659.Click photographs - Photos may exist for this station.
 KA0659
 KA0659.The dynamic height is computed by dividing the NAVD 88
 KA0659.geopotential number by the normal gravity value computed on the
 KA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0659.degrees latitude (g = 980.6199 gals.).
 KA0659
 KA0659.The modeled gravity was interpolated from observed gravity values.
 KA0659
 KA0659;                    North         East    Units  Estimated Accuracy
 KA0659;SPC IN W     -   490,420.      923,640.      MT  (+/- 180 meters Scaled)
 KA0659
 KA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ164906(NAD 83)
 KA0659
 KA0659                          SUPERSEDED SURVEY CONTROL
 KA0659
 KA0659  NGVD 29 (??/??/92)  240.545  (m)          789.19   (f) ADJ UNCH    1 2
 KA0659
 KA0659.Superseded values are not recommended for survey control.
 KA0659
 KA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0659.See file dsdata.pdf to determine how the superseded data were derived.
 KA0659
 KA0659_MARKER: DB = BENCH MARK DISK
 KA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0659_STAMPING: N 121 1946
 KA0659_MARK LOGO: CGS
 KA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0659+STABILITY: SURFACE MOTION
 KA0659
 KA0659  HISTORY     - Date     Condition        Report By
 KA0659  HISTORY     - 1946     MONUMENTED       CGS
 KA0659  HISTORY     - 1985     GOOD             NGS
 KA0659
 KA0659                          STATION DESCRIPTION
 KA0659
 KA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0659'3.2 MI E FROM GREENCASTLE.
 KA0659'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 3.25 MILES EAST OF THE
 KA0659'STATION AT GREENCASTLE, AT THE GRADE CROSSING OF A NORTH-SOUTH
 KA0659'GRAVEL ROAD, IN THE NORTHWEST QUARTER OF THE CROSSING, 24.5 FEET
 KA0659'NORTH OF POLE NUMBER 35/41, 88 FEET WEST OF THE CENTER OF THE
 KA0659'CROSSING, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63
 KA0659'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 2
 KA0659'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET SOUTHEAST
 KA0659'OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE, AND ABOUT 5 FEET LOWER
 KA0659'THAN THE LEVEL OF THE CROSSING.  A STANDARD DISK, STAMPED N 121
 KA0659'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0659'ABOVE GROUND.
 KA0659
 KA0659                          STATION RECOVERY (1985)
 KA0659
 KA0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0659'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0659'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1110 ***********************************************************************
 LB1110  DESIGNATION -  N 123
 LB1110  PID         -  LB1110
 LB1110  STATE/COUNTY-  IN/WHITE
 LB1110  COUNTRY     -  US
 LB1110  USGS QUAD   -  BROOKSTON SW (2019)
 LB1110
 LB1110                         *CURRENT SURVEY CONTROL
 LB1110  ______________________________________________________________________
 LB1110* NAD 83(1986) POSITION- 40 36 18.     (N) 086 57 53.     (W)   SCALED
 LB1110* NAVD 88 ORTHO HEIGHT -   220.794 (meters)      724.39  (feet) ADJUSTED
 LB1110  ______________________________________________________________________
 LB1110  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 LB1110  DYNAMIC HEIGHT  -        220.688 (meters)      724.04  (feet) COMP
 LB1110  MODELED GRAVITY -    980,138.6   (mgal)                       NAVD 88
 LB1110
 LB1110  VERT ORDER      -  SECOND    CLASS 0
 LB1110
 LB1110.The horizontal coordinates were scaled from a map and have
 LB1110.an estimated accuracy of +/- 6 seconds.
 LB1110
 LB1110.The orthometric height was determined by differential leveling and
 LB1110.adjusted by the NATIONAL GEODETIC SURVEY
 LB1110.in June 1991.
 LB1110
 LB1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1110.GEOID18 height accuracy estimate available here.
 LB1110
 LB1110.Click photographs - Photos may exist for this station.
 LB1110
 LB1110.The dynamic height is computed by dividing the NAVD 88
 LB1110.geopotential number by the normal gravity value computed on the
 LB1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1110.degrees latitude (g = 980.6199 gals.).
 LB1110
 LB1110.The modeled gravity was interpolated from observed gravity values.
 LB1110
 LB1110;                    North         East    Units  Estimated Accuracy
 LB1110;SPC IN W     -   594,700.      910,040.      MT  (+/- 180 meters Scaled)
 LB1110
 LB1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK029949(NAD 83)
 LB1110
 LB1110                          SUPERSEDED SURVEY CONTROL
 LB1110
 LB1110  NGVD 29 (??/??/92)  220.882  (m)          724.68   (f) ADJ UNCH    2 0
 LB1110
 LB1110.Superseded values are not recommended for survey control.
 LB1110
 LB1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1110.See file dsdata.pdf to determine how the superseded data were derived.
 LB1110
 LB1110_MARKER: DB = BENCH MARK DISK
 LB1110_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB1110_SP_SET: BRIDGE WINGWALL
 LB1110_STAMPING: N 123 1946
 LB1110_MARK LOGO: CGS
 LB1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1110
 LB1110  HISTORY     - Date     Condition        Report By
 LB1110  HISTORY     - 1946     MONUMENTED       CGS
 LB1110  HISTORY     - 19880615 MARK NOT FOUND   LOCENG
 LB1110
 LB1110                          STATION DESCRIPTION
 LB1110
 LB1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1110'5.3 MI W FROM BROOKSTON.
 LB1110'ABOUT 5.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1110'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1110'200 FEET WEST OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD,
 LB1110'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 32-FOOT CONCRETE
 LB1110'BRIDGE OVER AN EAST FORK OF BIG PINE CREEK, 14 FEET SOUTH OF THE
 LB1110'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE CONCRETE BRIDGE
 LB1110'RAILING AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LB1110'A STANDARD DISK, STAMPED N 123 1946.
 LB1110
 LB1110                          STATION RECOVERY (1988)
 LB1110
 LB1110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 LB1110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2727 ***********************************************************************
 LB2727  DESIGNATION -  N 123 RESET
 LB2727  PID         -  LB2727
 LB2727  STATE/COUNTY-  IN/WHITE
 LB2727  COUNTRY     -  US
 LB2727  USGS QUAD   -  BROOKSTON SW (2019)
 LB2727
 LB2727                         *CURRENT SURVEY CONTROL
 LB2727  ______________________________________________________________________
 LB2727* NAD 83(1986) POSITION- 40 36 18.     (N) 086 57 53.     (W)   SCALED
 LB2727* NAVD 88 ORTHO HEIGHT -   221.56  (meters)      726.9   (feet) RESET
 LB2727  ______________________________________________________________________
 LB2727  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 LB2727  VERT ORDER      -  THIRD
 LB2727
 LB2727.The horizontal coordinates were scaled from a map and have
 LB2727.an estimated accuracy of +/- 6 seconds.
 LB2727
 LB2727.The orthometric height was computed from unverified reset data.
 LB2727
 LB2727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2727.GEOID18 height accuracy estimate available here.
 LB2727
 LB2727.Click photographs - Photos may exist for this station.
 LB2727
 LB2727;                    North         East    Units  Estimated Accuracy
 LB2727;SPC IN W     -   594,700.      910,040.      MT  (+/- 180 meters Scaled)
 LB2727
 LB2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK029949(NAD 83)
 LB2727
 LB2727                          SUPERSEDED SURVEY CONTROL
 LB2727
 LB2727  NGVD 29 (08/22/16)  221.65   (m)          727.2    (f) RESET       3  
 LB2727
 LB2727.Superseded values are not recommended for survey control.
 LB2727
 LB2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2727.See file dsdata.pdf to determine how the superseded data were derived.
 LB2727
 LB2727_MARKER: DV = VERTICAL CONTROL DISK
 LB2727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB2727_SP_SET: BRIDGE RAILING
 LB2727_STAMPING: N 123 RESET 1988
 LB2727_MARK LOGO: NGS
 LB2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2727
 LB2727  HISTORY     - Date     Condition        Report By
 LB2727  HISTORY     - 1988     MONUMENTED       LOCENG
 LB2727
 LB2727                          STATION DESCRIPTION
 LB2727
 LB2727'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 LB2727'ABOUT 5.3 MILES (8.5 KM) WEST ALONG STATE HIGHWAY 18 FROM THE SBD
 LB2727'RAILWAY SYSTEM (FORMERLY CHICAGO, INDIANAPOLIS, AND LOUISVILLE
 LB2727'RAILWAY)RAILWAY STATION AT BROOKSTON, ABOUT 300 FEET (91.4 M) WEST OF
 LB2727'THE INTERSECTION WITH A NORTH-SOUTH WHITE COUNTY BLACKTOP ROAD
 LB2727'DESIGNATED AS COUNTY ROAD 500 WEST, SET IN THE TOP OF THE SOUTH
 LB2727'CONCRETE RAILING OF A 75 FOOT (22.9 M) 3 SPAN CONTINUOUS CONCRETE
 LB2727'SLAB BRIDGE OVER RAYMAN DITCH, 22 FEET (6.7 M) SOUTH OF THE
 LB2727'CENTERLINE OF THE HIGHWAY, 6 FEET (1.8 M) WEST OF THE EAST END OF THE
 LB2727'BRIDGE RAILING, AND 2.7 FEET (0.8 M) ABOVE THE LEVEL OF THE BRIDGE
 LB2727'FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1219 ***********************************************************************
 LB1219  DESIGNATION -  N 124
 LB1219  PID         -  LB1219
 LB1219  STATE/COUNTY-  IN/BENTON
 LB1219  COUNTRY     -  US
 LB1219  USGS QUAD   -  TEMPLETON (2019)
 LB1219
 LB1219                         *CURRENT SURVEY CONTROL
 LB1219  ______________________________________________________________________
 LB1219* NAD 83(1986) POSITION- 40 37 14.     (N) 087 10 06.     (W)   SCALED
 LB1219* NAVD 88 ORTHO HEIGHT -   219.065 (meters)      718.72  (feet) ADJUSTED
 LB1219  ______________________________________________________________________
 LB1219  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LB1219  DYNAMIC HEIGHT  -        218.959 (meters)      718.37  (feet) COMP
 LB1219  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 LB1219
 LB1219  VERT ORDER      -  SECOND    CLASS 0
 LB1219
 LB1219.The horizontal coordinates were scaled from a map and have
 LB1219.an estimated accuracy of +/- 6 seconds.
 LB1219
 LB1219.The orthometric height was determined by differential leveling and
 LB1219.adjusted by the NATIONAL GEODETIC SURVEY
 LB1219.in June 1991.
 LB1219
 LB1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1219.GEOID18 height accuracy estimate available here.
 LB1219
 LB1219.Click photographs - Photos may exist for this station.
 LB1219
 LB1219.The dynamic height is computed by dividing the NAVD 88
 LB1219.geopotential number by the normal gravity value computed on the
 LB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1219.degrees latitude (g = 980.6199 gals.).
 LB1219
 LB1219.The modeled gravity was interpolated from observed gravity values.
 LB1219
 LB1219;                    North         East    Units  Estimated Accuracy
 LB1219;SPC IN W     -   596,430.      892,810.      MT  (+/- 180 meters Scaled)
 LB1219
 LB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK857966(NAD 83)
 LB1219
 LB1219                          SUPERSEDED SURVEY CONTROL
 LB1219
 LB1219  NGVD 29 (??/??/92)  219.137  (m)          718.95   (f) ADJ UNCH    2 0
 LB1219
 LB1219.Superseded values are not recommended for survey control.
 LB1219
 LB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1219.See file dsdata.pdf to determine how the superseded data were derived.
 LB1219
 LB1219_MARKER: DB = BENCH MARK DISK
 LB1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1219_STAMPING: N 124 1946
 LB1219_MARK LOGO: CGS
 LB1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1219+STABILITY: SURFACE MOTION
 LB1219
 LB1219  HISTORY     - Date     Condition        Report By
 LB1219  HISTORY     - 1946     MONUMENTED       CGS
 LB1219  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LB1219
 LB1219                          STATION DESCRIPTION
 LB1219
 LB1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1219'9.2 MI E FROM FOWLER.
 LB1219'ABOUT 8.25 MILES EAST ALONG STATE HIGHWAY 18 FROM THE COUNTY COURT
 LB1219'HOUSE AT FOWLER, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD
 LB1219'LEADING TO GILBOA TOWNSHIP SCHOOL, AT THE INTERSECTION WITH AN
 LB1219'EAST-WEST GRAVEL ROAD, IN THE NORTHWEST QUARTER OF THE
 LB1219'INTERSECTION, ABOUT 100 YARDS WEST OF A BRIDGE OVER BIG PINE
 LB1219'CREEK, 56 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LB1219'33 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET
 LB1219'NORTH OF REA POWER POLE NUMBER Z/64, 1 FOOT EAST OF THE WEST
 LB1219'RIGHT-OF-WAY FENCE LINE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB1219'POST AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.  A
 LB1219'STANDARD DISK, STAMPED N 124 1946 AND SET IN THE TOP OF A CONCRETE
 LB1219'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1219
 LB1219                          STATION RECOVERY (1983)
 LB1219
 LB1219'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LB1219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1184 ***********************************************************************
 LB1184  DESIGNATION -  N 125
 LB1184  PID         -  LB1184
 LB1184  STATE/COUNTY-  IN/WHITE
 LB1184  COUNTRY     -  US
 LB1184  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1184
 LB1184                         *CURRENT SURVEY CONTROL
 LB1184  ______________________________________________________________________
 LB1184* NAD 83(1986) POSITION- 40 43 45.     (N) 086 52 21.     (W)   SCALED
 LB1184* NAVD 88 ORTHO HEIGHT -   209.348 (meters)      686.84  (feet) ADJUSTED
 LB1184  ______________________________________________________________________
 LB1184  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 LB1184  DYNAMIC HEIGHT  -        209.251 (meters)      686.52  (feet) COMP
 LB1184  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 LB1184
 LB1184  VERT ORDER      -  SECOND    CLASS 0
 LB1184
 LB1184.The horizontal coordinates were scaled from a map and have
 LB1184.an estimated accuracy of +/- 6 seconds.
 LB1184
 LB1184.The orthometric height was determined by differential leveling and
 LB1184.adjusted by the NATIONAL GEODETIC SURVEY
 LB1184.in June 1991.
 LB1184
 LB1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1184.GEOID18 height accuracy estimate available here.
 LB1184
 LB1184.Click photographs - Photos may exist for this station.
 LB1184
 LB1184.The dynamic height is computed by dividing the NAVD 88
 LB1184.geopotential number by the normal gravity value computed on the
 LB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1184.degrees latitude (g = 980.6199 gals.).
 LB1184
 LB1184.The modeled gravity was interpolated from observed gravity values.
 LB1184
 LB1184;                    North         East    Units  Estimated Accuracy
 LB1184;SPC IN W     -   608,500.      917,810.      MT  (+/- 180 meters Scaled)
 LB1184
 LB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL107087(NAD 83)
 LB1184
 LB1184                          SUPERSEDED SURVEY CONTROL
 LB1184
 LB1184  NGVD 29 (??/??/92)  209.444  (m)          687.15   (f) ADJ UNCH    2 0
 LB1184
 LB1184.Superseded values are not recommended for survey control.
 LB1184
 LB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1184.See file dsdata.pdf to determine how the superseded data were derived.
 LB1184
 LB1184_MARKER: DB = BENCH MARK DISK
 LB1184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1184_SP_SET: BOX CULVERT HEADWALL
 LB1184_STAMPING: N 125 1946
 LB1184_MARK LOGO: CGS
 LB1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1184+STABILITY: SURFACE MOTION
 LB1184
 LB1184  HISTORY     - Date     Condition        Report By
 LB1184  HISTORY     - 1946     MONUMENTED       CGS
 LB1184  HISTORY     - 20080220 MARK NOT FOUND   ACCU
 LB1184
 LB1184                          STATION DESCRIPTION
 LB1184
 LB1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1184'0.8 MI N FROM SMITHSON.
 LB1184'0.8 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1184'RAILWAY AND STATE HIGHWAY 43 FROM THE GRAIN ELEVATOR AT SMITHSON,
 LB1184'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 3-FOOT
 LB1184'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTH OF THE
 LB1184'NORTH END OF THE HEADWALL, 18 FEET EAST OF THE CENTER LINE OF THE
 LB1184'HIGHWAY AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A
 LB1184'STANDARD DISK, STAMPED N 125 1946.  THIS MARK IS ABOUT 1.3 MILE
 LB1184'SOUTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION WITH U.S.
 LB1184'HIGHWAY 24 AT REYNOLDS.
 LB1184
 LB1184                          STATION RECOVERY (2008)
 LB1184
 LB1184'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1061 ***********************************************************************
 LB1061  DESIGNATION -  N 126
 LB1061  PID         -  LB1061
 LB1061  STATE/COUNTY-  IN/WHITE
 LB1061  COUNTRY     -  US
 LB1061  USGS QUAD   -  BUFFALO (2019)
 LB1061
 LB1061                         *CURRENT SURVEY CONTROL
 LB1061  ______________________________________________________________________
 LB1061* NAD 83(1986) POSITION- 40 52 59.     (N) 086 40 40.     (W)   SCALED
 LB1061* NAVD 88 ORTHO HEIGHT -   209.729 (meters)      688.09  (feet) ADJUSTED
 LB1061  ______________________________________________________________________
 LB1061  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 LB1061  DYNAMIC HEIGHT  -        209.635 (meters)      687.78  (feet) COMP
 LB1061  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 LB1061
 LB1061  VERT ORDER      -  SECOND    CLASS 0
 LB1061
 LB1061.The horizontal coordinates were scaled from a map and have
 LB1061.an estimated accuracy of +/- 6 seconds.
 LB1061
 LB1061.The orthometric height was determined by differential leveling and
 LB1061.adjusted by the NATIONAL GEODETIC SURVEY
 LB1061.in June 1991.
 LB1061
 LB1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1061.GEOID18 height accuracy estimate available here.
 LB1061
 LB1061.Click photographs - Photos may exist for this station.
 LB1061
 LB1061.The dynamic height is computed by dividing the NAVD 88
 LB1061.geopotential number by the normal gravity value computed on the
 LB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1061.degrees latitude (g = 980.6199 gals.).
 LB1061
 LB1061.The modeled gravity was interpolated from observed gravity values.
 LB1061
 LB1061;                    North         East    Units  Estimated Accuracy
 LB1061;SPC IN W     -   625,650.      934,180.      MT  (+/- 180 meters Scaled)
 LB1061
 LB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL271258(NAD 83)
 LB1061
 LB1061                          SUPERSEDED SURVEY CONTROL
 LB1061
 LB1061  NGVD 29 (??/??/92)  209.834  (m)          688.43   (f) ADJ UNCH    2 0
 LB1061
 LB1061.Superseded values are not recommended for survey control.
 LB1061
 LB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1061.See file dsdata.pdf to determine how the superseded data were derived.
 LB1061
 LB1061_MARKER: DB = BENCH MARK DISK
 LB1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1061_STAMPING: N 126 1946
 LB1061_MARK LOGO: CGS
 LB1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1061+STABILITY: SURFACE MOTION
 LB1061
 LB1061  HISTORY     - Date     Condition        Report By
 LB1061  HISTORY     - 1946     MONUMENTED       CGS
 LB1061
 LB1061                          STATION DESCRIPTION
 LB1061
 LB1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1061'3.8 MI E FROM BUFFALO.
 LB1061'ABOUT 3.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1061'BUILDING AT BUFFALO, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1061'GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF THE INTERSECTION,
 LB1061'105 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 35 FEET
 LB1061'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF
 LB1061'TELEPHONE POLE NUMBER 8, 1 FOOT NORTH OF A WIRE FENCE LINE, ABOUT
 LB1061'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LB1061'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1099 ***********************************************************************
 LB1099  DESIGNATION -  N 127
 LB1099  PID         -  LB1099
 LB1099  STATE/COUNTY-  IN/WHITE
 LB1099  COUNTRY     -  US
 LB1099  USGS QUAD   -  IDAVILLE (2019)
 LB1099
 LB1099                         *CURRENT SURVEY CONTROL
 LB1099  ______________________________________________________________________
 LB1099* NAD 83(1986) POSITION- 40 45 04.     (N) 086 43 43.     (W)   SCALED
 LB1099* NAVD 88 ORTHO HEIGHT -   206.898 (meters)      678.80  (feet) ADJUSTED
 LB1099  ______________________________________________________________________
 LB1099  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 LB1099  DYNAMIC HEIGHT  -        206.802 (meters)      678.48  (feet) COMP
 LB1099  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 LB1099
 LB1099  VERT ORDER      -  SECOND    CLASS 0
 LB1099
 LB1099.The horizontal coordinates were scaled from a map and have
 LB1099.an estimated accuracy of +/- 6 seconds.
 LB1099
 LB1099.The orthometric height was determined by differential leveling and
 LB1099.adjusted by the NATIONAL GEODETIC SURVEY
 LB1099.in June 1991.
 LB1099
 LB1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1099.GEOID18 height accuracy estimate available here.
 LB1099
 LB1099.Click photographs - Photos may exist for this station.
 LB1099
 LB1099.The dynamic height is computed by dividing the NAVD 88
 LB1099.geopotential number by the normal gravity value computed on the
 LB1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1099.degrees latitude (g = 980.6199 gals.).
 LB1099
 LB1099.The modeled gravity was interpolated from observed gravity values.
 LB1099
 LB1099;                    North         East    Units  Estimated Accuracy
 LB1099;SPC IN W     -   610,980.      929,960.      MT  (+/- 180 meters Scaled)
 LB1099
 LB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL229111(NAD 83)
 LB1099
 LB1099                          SUPERSEDED SURVEY CONTROL
 LB1099
 LB1099  NGVD 29 (??/??/92)  207.008  (m)          679.16   (f) ADJ UNCH    2 0
 LB1099
 LB1099.Superseded values are not recommended for survey control.
 LB1099
 LB1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1099.See file dsdata.pdf to determine how the superseded data were derived.
 LB1099
 LB1099_MARKER: DB = BENCH MARK DISK
 LB1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1099_STAMPING: N 127 1946
 LB1099_MARK LOGO: CGS
 LB1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1099+STABILITY: SURFACE MOTION
 LB1099
 LB1099  HISTORY     - Date     Condition        Report By
 LB1099  HISTORY     - 1946     MONUMENTED       CGS
 LB1099  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1099
 LB1099                          STATION DESCRIPTION
 LB1099
 LB1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1099'1.8 MI E FROM MONTICELLO.
 LB1099'ABOUT 1.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1099'STATION AT MONTICELLO, 42 FEET NORTH OF THE NORTH RAIL OF THE
 LB1099'TRACK, 18 FEET WEST OF POWER POLE 724-207, 5.5 FEET SOUTHEAST
 LB1099'OF A 12-INCH ELM TREE, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LB1099'FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LB1099'DISK, STAMPED N 127 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1099'PROJECTING 6 INCHES ABOVE GROUND.
 LB1099
 LB1099                          STATION RECOVERY (1960)
 LB1099
 LB1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0658 ***********************************************************************
 ME0658  DESIGNATION -  N 128
 ME0658  PID         -  ME0658
 ME0658  STATE/COUNTY-  IN/PULASKI
 ME0658  COUNTRY     -  US
 ME0658  USGS QUAD   -  RIPLEY (2019)
 ME0658
 ME0658                         *CURRENT SURVEY CONTROL
 ME0658  ______________________________________________________________________
 ME0658* NAD 83(1986) POSITION- 41 04 11.     (N) 086 43 07.     (W)   SCALED
 ME0658* NAVD 88 ORTHO HEIGHT -   214.097 (meters)      702.42  (feet) ADJUSTED
 ME0658  ______________________________________________________________________
 ME0658  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0658  DYNAMIC HEIGHT  -        214.006 (meters)      702.12  (feet) COMP
 ME0658  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 ME0658
 ME0658  VERT ORDER      -  SECOND    CLASS 0
 ME0658
 ME0658.The horizontal coordinates were scaled from a map and have
 ME0658.an estimated accuracy of +/- 6 seconds.
 ME0658
 ME0658.The orthometric height was determined by differential leveling and
 ME0658.adjusted by the NATIONAL GEODETIC SURVEY
 ME0658.in June 1991.
 ME0658
 ME0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0658.GEOID18 height accuracy estimate available here.
 ME0658
 ME0658.Click photographs - Photos may exist for this station.
 ME0658
 ME0658.The dynamic height is computed by dividing the NAVD 88
 ME0658.geopotential number by the normal gravity value computed on the
 ME0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0658.degrees latitude (g = 980.6199 gals.).
 ME0658
 ME0658.The modeled gravity was interpolated from observed gravity values.
 ME0658
 ME0658;                    North         East    Units  Estimated Accuracy
 ME0658;SPC IN W     -   646,370.      930,650.      MT  (+/- 180 meters Scaled)
 ME0658
 ME0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236465(NAD 83)
 ME0658
 ME0658                          SUPERSEDED SURVEY CONTROL
 ME0658
 ME0658  NGVD 29 (??/??/92)  214.213  (m)          702.80   (f) ADJ UNCH    2 0
 ME0658
 ME0658.Superseded values are not recommended for survey control.
 ME0658
 ME0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0658.See file dsdata.pdf to determine how the superseded data were derived.
 ME0658
 ME0658_MARKER: DB = BENCH MARK DISK
 ME0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0658_STAMPING: N 128 1946
 ME0658_MARK LOGO: CGS
 ME0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0658+STABILITY: SURFACE MOTION
 ME0658
 ME0658  HISTORY     - Date     Condition        Report By
 ME0658  HISTORY     - 1946     MONUMENTED       CGS
 ME0658
 ME0658                          STATION DESCRIPTION
 ME0658
 ME0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0658'6 MI S FROM DENHAM.
 ME0658'ABOUT 6.05 MILE SOUTH ALONG A GRAVEL ROAD FROM ST. PAULS CHURCH
 ME0658'AT DENHAM, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 48
 ME0658'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET
 ME0658'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 10 FEET NORTHEAST
 ME0658'OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL
 ME0658'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0658'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1145 ***********************************************************************
 LB1145  DESIGNATION -  N 129
 LB1145  PID         -  LB1145
 LB1145  STATE/COUNTY-  IN/PULASKI
 LB1145  COUNTRY     -  US
 LB1145  USGS QUAD   -  MONON NE (2019)
 LB1145
 LB1145                         *CURRENT SURVEY CONTROL
 LB1145  ______________________________________________________________________
 LB1145* NAD 83(1986) POSITION- 40 58 39.     (N) 086 45 58.     (W)   SCALED
 LB1145* NAVD 88 ORTHO HEIGHT -   211.834 (meters)      694.99  (feet) ADJUSTED
 LB1145  ______________________________________________________________________
 LB1145  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB1145  DYNAMIC HEIGHT  -        211.742 (meters)      694.69  (feet) COMP
 LB1145  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 LB1145
 LB1145  VERT ORDER      -  SECOND    CLASS 0
 LB1145
 LB1145.The horizontal coordinates were scaled from a map and have
 LB1145.an estimated accuracy of +/- 6 seconds.
 LB1145
 LB1145.The orthometric height was determined by differential leveling and
 LB1145.adjusted by the NATIONAL GEODETIC SURVEY
 LB1145.in June 1991.
 LB1145
 LB1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1145.GEOID18 height accuracy estimate available here.
 LB1145
 LB1145.Click photographs - Photos may exist for this station.
 LB1145
 LB1145.The dynamic height is computed by dividing the NAVD 88
 LB1145.geopotential number by the normal gravity value computed on the
 LB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1145.degrees latitude (g = 980.6199 gals.).
 LB1145
 LB1145.The modeled gravity was interpolated from observed gravity values.
 LB1145
 LB1145;                    North         East    Units  Estimated Accuracy
 LB1145;SPC IN W     -   636,110.      926,700.      MT  (+/- 180 meters Scaled)
 LB1145
 LB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL196362(NAD 83)
 LB1145
 LB1145                          SUPERSEDED SURVEY CONTROL
 LB1145
 LB1145  NGVD 29 (??/??/92)  211.935  (m)          695.32   (f) ADJ UNCH    2 0
 LB1145
 LB1145.Superseded values are not recommended for survey control.
 LB1145
 LB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1145.See file dsdata.pdf to determine how the superseded data were derived.
 LB1145
 LB1145_MARKER: DB = BENCH MARK DISK
 LB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1145_STAMPING: N 129 1946
 LB1145_MARK LOGO: CGS
 LB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1145+STABILITY: SURFACE MOTION
 LB1145
 LB1145  HISTORY     - Date     Condition        Report By
 LB1145  HISTORY     - 1946     MONUMENTED       CGS
 LB1145
 LB1145                          STATION DESCRIPTION
 LB1145
 LB1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1145'6.4 MI E FROM FRANCESVILLE.
 LB1145'ABOUT 6.45 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE
 LB1145'AT FRANCESVILLE, AT THE JUNCTION WITH A DIRT ROAD LEADING NORTH,
 LB1145'ABOUT 350 FEET NORTH-NORTHEAST OF A WINDMILL, 23 FEET SOUTH OF
 LB1145'THE CENTER LINE OF THE ROAD, 29 FEET WEST OF A T FENCE CORNER
 LB1145'AND THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTH, 1 FOOT
 LB1145'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LB1145'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  THIS MARK IS
 LB1145'ABOUT 5.65 MILES WEST OF THE SCHOOL BUILDING AT PULASKI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0393 ***********************************************************************
 KA0393  CBN         -  This is a Cooperative Base Network Control Station.
 KA0393  DESIGNATION -  N 13
 KA0393  PID         -  KA0393
 KA0393  STATE/COUNTY-  IN/MORGAN
 KA0393  COUNTRY     -  US
 KA0393  USGS QUAD   -  PARAGON (2019)
 KA0393
 KA0393                         *CURRENT SURVEY CONTROL
 KA0393  ______________________________________________________________________
 KA0393* NAD 83(2011) POSITION- 39 24 26.35845(N) 086 30 42.28065(W)   ADJUSTED
 KA0393* NAD 83(2011) ELLIP HT-   147.735 (meters)        (06/27/12)   ADJUSTED
 KA0393* NAD 83(2011) EPOCH   -  2010.00
 KA0393* NAVD 88 ORTHO HEIGHT -   180.749 (meters)      593.01  (feet) ADJUSTED
 KA0393  ______________________________________________________________________
 KA0393  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 KA0393  NAD 83(2011) X  -    300,256.229 (meters)                     COMP
 KA0393  NAD 83(2011) Y  - -4,925,715.701 (meters)                     COMP
 KA0393  NAD 83(2011) Z  -  4,027,452.370 (meters)                     COMP
 KA0393  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 KA0393  DYNAMIC HEIGHT  -        180.646 (meters)      592.67  (feet) COMP
 KA0393  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 KA0393
 KA0393  VERT ORDER      -  FIRST     CLASS II
 KA0393
 KA0393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0393  Standards:
 KA0393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0393  -------------------------------------------------------------------
 KA0393  NETWORK    0.84   1.84           0.39   0.27   0.94     -0.08245484
 KA0393  -------------------------------------------------------------------
 KA0393  Click here for local accuracies and other accuracy information.
 KA0393
 KA0393.The horizontal coordinates were established by GPS observations
 KA0393.and adjusted by the National Geodetic Survey in June 2012.
 KA0393
 KA0393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0393.been affixed to the stable North American tectonic plate. See 
 KA0393.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0393
 KA0393.The horizontal coordinates are valid at the epoch date displayed above
 KA0393.which is a decimal equivalence of Year/Month/Day.
 KA0393
 KA0393.The orthometric height was determined by differential leveling and
 KA0393.adjusted by the NATIONAL GEODETIC SURVEY
 KA0393.in June 1991.
 KA0393
 KA0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0393.GEOID18 height accuracy estimate available here.
 KA0393
 KA0393.Click photographs - Photos may exist for this station.
 KA0393
 KA0393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0393
 KA0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0393
 KA0393.The ellipsoidal height was determined by GPS observations
 KA0393.and is referenced to NAD 83.
 KA0393
 KA0393.The dynamic height is computed by dividing the NAVD 88
 KA0393.geopotential number by the normal gravity value computed on the
 KA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0393.degrees latitude (g = 980.6199 gals.).
 KA0393
 KA0393.The modeled gravity was interpolated from observed gravity values.
 KA0393
 KA0393. The following values were computed from the NAD 83(2011) position.
 KA0393
 KA0393;                    North         East     Units Scale Factor Converg.
 KA0393;SPC IN W     -   461,871.280   949,228.047   MT  0.99999649   +0 21 46.3
 KA0393;SPC IN W     - 1,515,322.69  3,114,259.02   sFT  0.99999649   +0 21 46.3
 KA0393;UTM  16      - 4,362,092.808   542,035.512   MT  0.99962176   +0 18 35.9
 KA0393
 KA0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0393!SPC IN W     -   0.99997682  x   0.99999649  =   0.99997331
 KA0393!UTM  16      -   0.99997682  x   0.99962176  =   0.99959859
 KA0393
 KA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4203562092(NAD 83)
 KA0393
 KA0393                          SUPERSEDED SURVEY CONTROL
 KA0393
 KA0393  NAD 83(2007)-  39 24 26.35855(N)    086 30 42.28154(W) AD(2002.00) 0
 KA0393  ELLIP H (02/10/07)  147.757  (m)                       GP(2002.00)    
 KA0393  NAD 83(1997)-  39 24 26.35867(N)    086 30 42.28161(W) AD(       ) B
 KA0393  ELLIP H (04/10/98)  147.766  (m)                       GP(       ) 4 1
 KA0393  NAVD 88             180.75   (m)          593.0    (f) LEVELING    3  
 KA0393  NGVD 29 (??/??/92)  180.877  (m)          593.43   (f) ADJ UNCH    1 2
 KA0393
 KA0393.Superseded values are not recommended for survey control.
 KA0393
 KA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0393.See file dsdata.pdf to determine how the superseded data were derived.
 KA0393
 KA0393_MARKER: DB = BENCH MARK DISK
 KA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0393_STAMPING: N 13 1930 593.427
 KA0393_MARK LOGO: CGS
 KA0393_PROJECTION: FLUSH
 KA0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0393+STABILITY: SURFACE MOTION
 KA0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0393+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 KA0393
 KA0393  HISTORY     - Date     Condition        Report By
 KA0393  HISTORY     - 1930     MONUMENTED       CGS
 KA0393  HISTORY     - 1946     GOOD             CGS
 KA0393  HISTORY     - 19970818 GOOD             SEC
 KA0393  HISTORY     - 20100512 GOOD             AEROME
 KA0393  HISTORY     - 20140113 GOOD             BFSINC
 KA0393
 KA0393                          STATION DESCRIPTION
 KA0393
 KA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0393'3.1 MI NE FROM PARAGON.
 KA0393'3.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0393'STATION AT PARAGON, MORGAN COUNTY, 0.5 MILE WEST OF BROWNS
 KA0393'CROSSING, OPPOSITE POLE 35-30, AT A ROAD CROSSING NEAR BRIDGE
 KA0393'35/65, 57 FEET EAST OF THE CENTERLINE OF THE ROAD, 23.4 FEET
 KA0393'SOUTH OF THE SOUTH RAIL, AND 1.5 FEET NORTH OF A WHITE WOODEN
 KA0393'WITNESS POST.  A STANDARD DISK, STAMPED 593.427 N 13 1930
 KA0393'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0393'GROUND.
 KA0393
 KA0393                          STATION RECOVERY (1997)
 KA0393
 KA0393'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0393'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHEAST OF PARAGON AND 5
 KA0393'MILES (8.0 KM) SOUTHWEST OF MARTINSVILLE.  FROM THE INTERSECTION OF
 KA0393'STATE HIGHWAYS 39 AND 67 AT THE NORTHWEST SIDE OF MARTINSVILLE, GO
 KA0393'SOUTHWEST ON STATE HIGHWAY 67 FOR 3.7 MILES (6.0 KM) TO A CROSSROAD
 KA0393'(COUNTY ROAD 450 WEST OR BUFFALO ROAD).  TURN LEFT, SOUTH ON COUNTY
 KA0393'ROAD 450 WEST AND CROSS RAILROAD TRACKS TO THE STATION ON LEFT.
 KA0393'STATION IS IN THE RIGHT-OF-WAY OF CONRAIL RAILROAD, AVON DIVISION,
 KA0393'SUPERINTENDENT 317-838-3200.  THE STATION IS SET IN A SQUARE CONCRETE
 KA0393'MONUMENT.  IT IS 73.40 METERS (240.81 FT) WEST OF POWER POLE 855-6591,
 KA0393'29.12 METERS (95.54 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67,
 KA0393'16.61 METERS (54.49 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 450
 KA0393'WEST, 7.92 METERS (25.98 FT) NORTHEAST OF POWER POLE 855-6590, 7.07 M
 KA0393'(23.2 FT) SOUTH OF SOUTHERNMOST RAILROAD AND ABOUT 0.9 METERS (3.0 FT)
 KA0393'BELOW LEVEL OF TRACKS.
 KA0393
 KA0393                          STATION RECOVERY (2010)
 KA0393
 KA0393'RECOVERY NOTE BY AERO METRIC INC 2010
 KA0393'RECOVERED IN GOOD CONDITION.
 KA0393
 KA0393                          STATION RECOVERY (2014)
 KA0393
 KA0393'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2014 (BR)
 KA0393'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DP6270 ***********************************************************************
 DP6270  HT_MOD      -  This is a Height Modernization Survey Station.
 DP6270  DESIGNATION -  N 13 RESET
 DP6270  PID         -  DP6270
 DP6270  STATE/COUNTY-  IN/MORGAN
 DP6270  COUNTRY     -  US
 DP6270  USGS QUAD   -  PARAGON (2019)
 DP6270
 DP6270                         *CURRENT SURVEY CONTROL
 DP6270  ______________________________________________________________________
 DP6270* NAD 83(2011) POSITION- 39 24 27.69815(N) 086 30 43.61089(W)   ADJUSTED
 DP6270* NAD 83(2011) ELLIP HT-   148.323 (meters)        (05/29/16)   ADJUSTED
 DP6270* NAD 83(2011) EPOCH   -  2010.00
 DP6270* NAVD 88 ORTHO HEIGHT -   181.32  (meters)      594.9   (feet) GPS OBS
 DP6270  ______________________________________________________________________
 DP6270  NAVD 88 orthometric height was determined with an earlier geoid model
 DP6270  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 DP6270  NAD 83(2011) X  -    300,222.894 (meters)                     COMP
 DP6270  NAD 83(2011) Y  - -4,925,691.910 (meters)                     COMP
 DP6270  NAD 83(2011) Z  -  4,027,484.667 (meters)                     COMP
 DP6270  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 DP6270
 DP6270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6270  Standards:
 DP6270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6270  -------------------------------------------------------------------
 DP6270  NETWORK    0.25   0.59           0.11   0.09   0.30      0.04319407
 DP6270  -------------------------------------------------------------------
 DP6270  Click here for local accuracies and other accuracy information.
 DP6270
 DP6270.The horizontal coordinates were established by GPS observations
 DP6270.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DP6270
 DP6270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6270.been affixed to the stable North American tectonic plate. See 
 DP6270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6270
 DP6270.The horizontal coordinates are valid at the epoch date displayed above
 DP6270.which is a decimal equivalence of Year/Month/Day.
 DP6270
 DP6270.The orthometric height was determined by GPS observations and a
 DP6270.high-resolution geoid model using precise GPS observation and
 DP6270.processing techniques.
 DP6270
 DP6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6270.GEOID18 height accuracy estimate available here.
 DP6270
 DP6270.Click photographs - Photos may exist for this station.
 DP6270
 DP6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6270
 DP6270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6270
 DP6270.The ellipsoidal height was determined by GPS observations
 DP6270.and is referenced to NAD 83.
 DP6270
 DP6270. The following values were computed from the NAD 83(2011) position.
 DP6270
 DP6270;                    North         East     Units Scale Factor Converg.
 DP6270;SPC IN W     -   461,912.394   949,195.962   MT  0.99999645   +0 21 45.5
 DP6270;SPC IN W     - 1,515,457.58  3,114,153.75   sFT  0.99999645   +0 21 45.5
 DP6270;UTM  16      - 4,362,133.935   542,003.476   MT  0.99962172   +0 18 35.0
 DP6270
 DP6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6270!SPC IN W     -   0.99997673  x   0.99999645  =   0.99997318
 DP6270!UTM  16      -   0.99997673  x   0.99962172  =   0.99959846
 DP6270
 DP6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4200362133(NAD 83)
 DP6270
 DP6270                          SUPERSEDED SURVEY CONTROL
 DP6270
 DP6270  NAVD 88 (08/22/16)  181.36   (m)          595.0    (f) RESET       3  
 DP6270  NAVD 88 (05/29/16)  181.31   (m)  GEOID12B model used  GPS OBS        
 DP6270
 DP6270.Superseded values are not recommended for survey control.
 DP6270
 DP6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6270.See file dsdata.pdf to determine how the superseded data were derived.
 DP6270
 DP6270_MARKER: F = FLANGE-ENCASED ROD
 DP6270_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP6270_STAMPING: N 13 RESET 2014
 DP6270_MARK LOGO: NONE
 DP6270_PROJECTION: RECESSED 8 CENTIMETERS
 DP6270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6270+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2017
 DP6270_ROD/PIPE-DEPTH: 28 meters
 DP6270_SLEEVE-DEPTH  : 0.9 meters
 DP6270
 DP6270  HISTORY     - Date     Condition        Report By
 DP6270  HISTORY     - 20141016 MONUMENTED       BFSINC
 DP6270  HISTORY     - 20141212 GOOD             BFSINC
 DP6270  HISTORY     - 20150216 GOOD             INDOT
 DP6270  HISTORY     - 20160307 GOOD             INDOT
 DP6270  HISTORY     - 20170313 GOOD             INDOT
 DP6270
 DP6270                          STATION DESCRIPTION
 DP6270
 DP6270'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (RAN)
 DP6270'THE STATION IS LOCATED 3 MI (4.8 KM) NORTHEAST OF PARAGON AND 5 MI
 DP6270'(8.0 KM) SOUTHWEST OF MARTINSVILLE AT THE NORTHWEST QUADRANT OF STATE
 DP6270'HIGHWAY 67 AND SOUTH BUFFALO HILL ROAD (AKA COUNTY ROAD 450 WEST).
 DP6270'SET ON STATE RIGHT-OF-WAY.    TO REACH THE STATION FROM FROM THE
 DP6270'INTERSECTION OF STATE HIGHWAYS 39 AND 67 AT THE NORTHWEST SIDE OF
 DP6270'MARTINSVILLE, GO SOUTHWEST ON STATE HIGHWAY 67 FOR 3.7 MI (6.0 KM) TO
 DP6270'THE CROSSROAD OF SOUTH BUFFALO HILL ROAD.  TURN RIGHT ON SOUTH BUFFALO
 DP6270'HILL ROAD TO THE STATION LOCATED ON THE LEFT.  STATION IS LOCATED IN
 DP6270'THE NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 67 AND
 DP6270'SOUTH BUFFALO HILL ROAD.
 DP6270'
 DP6270'ABOUT 0.5 FT (15 CM) BELOW LEVEL OF SOUTH BUFFALO HILL ROAD, 53.0 FT
 DP6270'(16.2 M) WEST OF THE CENTERLINE OF SOUTH BUFFALO HILL ROAD, 68.1 FT
 DP6270'(20.8 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 67 AND 85.5 FT (26.1
 DP6270'M) SOUTHWEST OF A STRAIN POLE.  NOTES--(1) ACCESS TO DATUM POINT IS
 DP6270'HAD THROUGH A 6-INCH (15 CM) LOGO CAP.  2) N 13 IS NOT SCHEDULED TO BE
 DP6270'REMOVED.  N 13 RESET WAS ESTABLISHED TO FACILITATE GPS OBSERVATIONS
 DP6270'FREE FROM RAILROAD INTERFERENCE.
 DP6270
 DP6270                          STATION RECOVERY (2015)
 DP6270
 DP6270'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (MS)
 DP6270'RECOVERED AS DESCRIBED.
 DP6270
 DP6270                          STATION RECOVERY (2016)
 DP6270
 DP6270'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (MS)
 DP6270'RECOVERED AS DESCRIBED.
 DP6270
 DP6270                          STATION RECOVERY (2017)
 DP6270
 DP6270'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 DP6270'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0047 ***********************************************************************
 LB0047  DESIGNATION -  N 131
 LB0047  PID         -  LB0047
 LB0047  STATE/COUNTY-  IN/CASS
 LB0047  COUNTRY     -  US
 LB0047  USGS QUAD   -  LUCERNE (2019)
 LB0047
 LB0047                         *CURRENT SURVEY CONTROL
 LB0047  ______________________________________________________________________
 LB0047* NAD 83(1986) POSITION- 40 51 07.     (N) 086 24 08.     (W)   SCALED
 LB0047* NAVD 88 ORTHO HEIGHT -   242.831 (meters)      796.69  (feet) ADJUSTED
 LB0047  ______________________________________________________________________
 LB0047  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 LB0047  DYNAMIC HEIGHT  -        242.720 (meters)      796.32  (feet) COMP
 LB0047  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 LB0047
 LB0047  VERT ORDER      -  SECOND    CLASS 0
 LB0047
 LB0047.The horizontal coordinates were scaled from a map and have
 LB0047.an estimated accuracy of +/- 6 seconds.
 LB0047
 LB0047.The orthometric height was determined by differential leveling and
 LB0047.adjusted by the NATIONAL GEODETIC SURVEY
 LB0047.in June 1991.
 LB0047
 LB0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0047.GEOID18 height accuracy estimate available here.
 LB0047
 LB0047.Click photographs - Photos may exist for this station.
 LB0047
 LB0047.The dynamic height is computed by dividing the NAVD 88
 LB0047.geopotential number by the normal gravity value computed on the
 LB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0047.degrees latitude (g = 980.6199 gals.).
 LB0047
 LB0047.The modeled gravity was interpolated from observed gravity values.
 LB0047
 LB0047;                    North         East    Units  Estimated Accuracy
 LB0047;SPC IN E     -   622,380.       37,980.      MT  (+/- 180 meters Scaled)
 LB0047
 LB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL503224(NAD 83)
 LB0047
 LB0047                          SUPERSEDED SURVEY CONTROL
 LB0047
 LB0047  NGVD 29 (??/??/92)  242.941  (m)          797.05   (f) ADJ UNCH    2 0
 LB0047
 LB0047.Superseded values are not recommended for survey control.
 LB0047
 LB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0047.See file dsdata.pdf to determine how the superseded data were derived.
 LB0047
 LB0047_MARKER: DB = BENCH MARK DISK
 LB0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0047_STAMPING: N 131 1946
 LB0047_MARK LOGO: CGS
 LB0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0047+STABILITY: SURFACE MOTION
 LB0047
 LB0047  HISTORY     - Date     Condition        Report By
 LB0047  HISTORY     - 1946     MONUMENTED       CGS
 LB0047
 LB0047                          STATION DESCRIPTION
 LB0047
 LB0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0047'1 MI S FROM LUCERNE.
 LB0047'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0047'AT LUCERNE, AT AN EAST-WEST GRAVEL ROAD CROSSING, 82 FEET WEST
 LB0047'OF THE WEST RAIL OF THE TRACK, 18 FEET NORTH OF THE CENTER LINE OF
 LB0047'THE ROAD, 20 FEET WEST OF A FENCE CORNER, 11 FEET EAST OF A 10-INCH
 LB0047'TREE, 2 FEET NORTH OF WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF
 LB0047'A FENCE LINE, 6 FEET ABOVE THE LEVEL OF THE CROSSING AND LEVEL
 LB0047'WITH THE GRAVEL ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0047'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0639 ***********************************************************************
 ME0639  DESIGNATION -  N 132
 ME0639  PID         -  ME0639
 ME0639  STATE/COUNTY-  IN/STARKE
 ME0639  COUNTRY     -  US
 ME0639  USGS QUAD   -  DENHAM (2019)
 ME0639
 ME0639                         *CURRENT SURVEY CONTROL
 ME0639  ______________________________________________________________________
 ME0639* NAD 83(1986) POSITION- 41 12 55.     (N) 086 44 14.     (W)   SCALED
 ME0639* NAVD 88 ORTHO HEIGHT -   209.812 (meters)      688.36  (feet) ADJUSTED
 ME0639  ______________________________________________________________________
 ME0639  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME0639  DYNAMIC HEIGHT  -        209.723 (meters)      688.07  (feet) COMP
 ME0639  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 ME0639
 ME0639  VERT ORDER      -  SECOND    CLASS 0
 ME0639
 ME0639.The horizontal coordinates were scaled from a map and have
 ME0639.an estimated accuracy of +/- 6 seconds.
 ME0639
 ME0639.The orthometric height was determined by differential leveling and
 ME0639.adjusted by the NATIONAL GEODETIC SURVEY
 ME0639.in June 1991.
 ME0639
 ME0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0639.GEOID18 height accuracy estimate available here.
 ME0639
 ME0639.Click photographs - Photos may exist for this station.
 ME0639
 ME0639.The dynamic height is computed by dividing the NAVD 88
 ME0639.geopotential number by the normal gravity value computed on the
 ME0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0639.degrees latitude (g = 980.6199 gals.).
 ME0639
 ME0639.The modeled gravity was interpolated from observed gravity values.
 ME0639
 ME0639;                    North         East    Units  Estimated Accuracy
 ME0639;SPC IN W     -   662,520.      929,020.      MT  (+/- 180 meters Scaled)
 ME0639
 ME0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220626(NAD 83)
 ME0639
 ME0639                          SUPERSEDED SURVEY CONTROL
 ME0639
 ME0639  NGVD 29 (??/??/92)  209.91   (m)          688.7    (f) COMPUTED    2 0
 ME0639
 ME0639.Superseded values are not recommended for survey control.
 ME0639
 ME0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0639.See file dsdata.pdf to determine how the superseded data were derived.
 ME0639
 ME0639_MARKER: DB = BENCH MARK DISK
 ME0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0639_SP_SET: BRIDGE
 ME0639_STAMPING: N 132 1946
 ME0639_MARK LOGO: CGS
 ME0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0639
 ME0639  HISTORY     - Date     Condition        Report By
 ME0639  HISTORY     - 1946     MONUMENTED       CGS
 ME0639  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0639  HISTORY     - 1989     GOOD             USPSQD
 ME0639  HISTORY     - 20111221 MARK NOT FOUND   INDOT
 ME0639
 ME0639                          STATION DESCRIPTION
 ME0639
 ME0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0639'1.9 MI E FROM NORTH JUDSON.
 ME0639'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MASONIC
 ME0639'TEMPLE AT NORTH JUDSON, SET IN THE TOP OF THE NORTHWEST CONCRETE
 ME0639'WINGWALL OF A 40-FOOT BRIDGE OVER LUCOS DITCH, 15 FEET NORTH OF
 ME0639'THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHWEST OF THE WEST
 ME0639'END OF THE CONCRETE RAILING, 0.5 FOOT ABOVE THE BRIDGE FLOOR
 ME0639'LEVEL.
 ME0639
 ME0639                          STATION RECOVERY (1969)
 ME0639
 ME0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0639'MARK NOT FOUND.
 ME0639
 ME0639                          STATION RECOVERY (1989)
 ME0639
 ME0639'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 ME0639'RECOVERED IN GOOD CONDITION.
 ME0639
 ME0639                          STATION RECOVERY (2011)
 ME0639
 ME0639'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0639'NEW BRIDGE AT THIS LOCATION AND BENCH MARK MOST LOIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0640 ***********************************************************************
 ME0640  DESIGNATION -  N 132 RESET
 ME0640  PID         -  ME0640
 ME0640  STATE/COUNTY-  IN/STARKE
 ME0640  COUNTRY     -  US
 ME0640  USGS QUAD   -  DENHAM (2019)
 ME0640
 ME0640                         *CURRENT SURVEY CONTROL
 ME0640  ______________________________________________________________________
 ME0640* NAD 83(1986) POSITION- 41 12 54.     (N) 086 44 14.     (W)   SCALED
 ME0640* NAVD 88 ORTHO HEIGHT -   209.91  (meters)      688.7   (feet) RESET
 ME0640  ______________________________________________________________________
 ME0640  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME0640  VERT ORDER      -  THIRD
 ME0640
 ME0640.The horizontal coordinates were scaled from a map and have
 ME0640.an estimated accuracy of +/- 6 seconds.
 ME0640
 ME0640.The orthometric height was computed from unverified reset data.
 ME0640
 ME0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0640.GEOID18 height accuracy estimate available here.
 ME0640
 ME0640.Click photographs - Photos may exist for this station.
 ME0640
 ME0640;                    North         East    Units  Estimated Accuracy
 ME0640;SPC IN W     -   662,490.      929,020.      MT  (+/- 180 meters Scaled)
 ME0640
 ME0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220626(NAD 83)
 ME0640
 ME0640                          SUPERSEDED SURVEY CONTROL
 ME0640
 ME0640  NGVD 29 (??/??/??)  210.01   (m)          689.0    (f) RESET       3  
 ME0640
 ME0640.Superseded values are not recommended for survey control.
 ME0640
 ME0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0640.See file dsdata.pdf to determine how the superseded data were derived.
 ME0640
 ME0640_MARKER: DB = BENCH MARK DISK
 ME0640_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0640_SP_SET: CURB
 ME0640_STAMPING: N 132 RESET 1964
 ME0640_MARK LOGO: CGS
 ME0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0640+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2011
 ME0640
 ME0640  HISTORY     - Date     Condition        Report By
 ME0640  HISTORY     - 1964     MONUMENTED       INHD
 ME0640  HISTORY     - 1969     GOOD             CGS
 ME0640  HISTORY     - 20111221 GOOD             INDOT
 ME0640
 ME0640                          STATION DESCRIPTION
 ME0640
 ME0640'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1964
 ME0640'1.9 MI E FROM JUDSON.
 ME0640'ABOUT 1.9 MILES EAST OF NORTH JUDSON ON S R 10 SET IN THE TOP
 ME0640'OF THE NORTHWEST END OF CURB OF A 40 FOOT STRUCTURE, OVER LACOA
 ME0640'DITCH, 16 FEET NORTH OF CENTERLINE OF HIGHWAY, 0.83 FEET ABOVE
 ME0640'BRIDGE FLOOR LEVEL.
 ME0640
 ME0640                          STATION RECOVERY (1969)
 ME0640
 ME0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0640'RECOVERED IN GOOD CONDITION.
 ME0640
 ME0640                          STATION RECOVERY (2011)
 ME0640
 ME0640'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0631 ***********************************************************************
 ME0631  DESIGNATION -  N 133
 ME0631  PID         -  ME0631
 ME0631  STATE/COUNTY-  IN/STARKE
 ME0631  COUNTRY     -  US
 ME0631  USGS QUAD   -  KNOX EAST (2019)
 ME0631
 ME0631                         *CURRENT SURVEY CONTROL
 ME0631  ______________________________________________________________________
 ME0631* NAD 83(1986) POSITION- 41 19 39.     (N) 086 31 26.     (W)   SCALED
 ME0631* NAVD 88 ORTHO HEIGHT -   220.046 (meters)      721.93  (feet) ADJUSTED
 ME0631  ______________________________________________________________________
 ME0631  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 ME0631  DYNAMIC HEIGHT  -        219.956 (meters)      721.64  (feet) COMP
 ME0631  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 ME0631
 ME0631  VERT ORDER      -  SECOND    CLASS 0
 ME0631
 ME0631.The horizontal coordinates were scaled from a map and have
 ME0631.an estimated accuracy of +/- 6 seconds.
 ME0631
 ME0631.The orthometric height was determined by differential leveling and
 ME0631.adjusted by the NATIONAL GEODETIC SURVEY
 ME0631.in June 1991.
 ME0631
 ME0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0631.GEOID18 height accuracy estimate available here.
 ME0631
 ME0631.Click photographs - Photos may exist for this station.
 ME0631
 ME0631.The dynamic height is computed by dividing the NAVD 88
 ME0631.geopotential number by the normal gravity value computed on the
 ME0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0631.degrees latitude (g = 980.6199 gals.).
 ME0631
 ME0631.The modeled gravity was interpolated from observed gravity values.
 ME0631
 ME0631;                    North         East    Units  Estimated Accuracy
 ME0631;SPC IN W     -   675,080.      946,830.      MT  (+/- 180 meters Scaled)
 ME0631
 ME0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398752(NAD 83)
 ME0631
 ME0631                          SUPERSEDED SURVEY CONTROL
 ME0631
 ME0631  NGVD 29 (??/??/92)  220.177  (m)          722.36   (f) ADJ UNCH    2 0
 ME0631
 ME0631.Superseded values are not recommended for survey control.
 ME0631
 ME0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0631.See file dsdata.pdf to determine how the superseded data were derived.
 ME0631
 ME0631_MARKER: DB = BENCH MARK DISK
 ME0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0631_STAMPING: N 133 1946
 ME0631_MARK LOGO: CGS
 ME0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0631+STABILITY: SURFACE MOTION
 ME0631
 ME0631  HISTORY     - Date     Condition        Report By
 ME0631  HISTORY     - 1946     MONUMENTED       CGS
 ME0631  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0631  HISTORY     - 1989     GOOD             USPSQD
 ME0631
 ME0631                          STATION DESCRIPTION
 ME0631
 ME0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0631'3.8 MI N FROM OBER.
 ME0631'ABOUT 3.85 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 ME0631'BUILDING AT OBER, ABOUT 0.25 MILE SOUTH OF AN EAST-WEST CROSS
 ME0631'ROAD AND 0.25 MILE NORTH OF AN EAST-WEST CROSS ROAD, 26 FEET
 ME0631'EAST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF THE
 ME0631'CENTER LINE OF A DIM WOODS ROAD, 26 FEET SOUTH OF THE CENTER
 ME0631'LINE OF A GATE AT THE ENTRANCE OF THE WOODS ROAD, 60 FEET
 ME0631'NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 1 FOOT EAST
 ME0631'OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 ME0631'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0631
 ME0631                          STATION RECOVERY (1988)
 ME0631
 ME0631'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0631'MARK NOT FOUND.
 ME0631
 ME0631                          STATION RECOVERY (1989)
 ME0631
 ME0631'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGP)
 ME0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1031 ***********************************************************************
 MD1031  DESIGNATION -  N 134
 MD1031  PID         -  MD1031
 MD1031  STATE/COUNTY-  IN/KOSCIUSKO
 MD1031  COUNTRY     -  US
 MD1031  USGS QUAD   -  SILVER LAKE (2019)
 MD1031
 MD1031                         *CURRENT SURVEY CONTROL
 MD1031  ______________________________________________________________________
 MD1031* NAD 83(1986) POSITION- 41 06 04.54   (N) 085 52 57.61   (W)   HD_HELD1
 MD1031* NAVD 88 ORTHO HEIGHT -   275.006 (meters)      902.25  (feet) ADJUSTED
 MD1031  ______________________________________________________________________
 MD1031  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 MD1031  DYNAMIC HEIGHT  -        274.885 (meters)      901.85  (feet) COMP
 MD1031  MODELED GRAVITY -    980,177.2   (mgal)                       NAVD 88
 MD1031
 MD1031  VERT ORDER      -  FIRST     CLASS II
 MD1031
 MD1031.The horizontal coordinates were determined by differentially corrected
 MD1031.hand held GPS observations or other comparable positioning techniques
 MD1031.and have an estimated accuracy of +/- 3 meters.
 MD1031
 MD1031.The orthometric height was determined by differential leveling and
 MD1031.adjusted by the NATIONAL GEODETIC SURVEY
 MD1031.in June 1991.
 MD1031
 MD1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1031.GEOID18 height accuracy estimate available here.
 MD1031
 MD1031.Click photographs - Photos may exist for this station.
 MD1031
 MD1031.The dynamic height is computed by dividing the NAVD 88
 MD1031.geopotential number by the normal gravity value computed on the
 MD1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1031.degrees latitude (g = 980.6199 gals.).
 MD1031
 MD1031.The modeled gravity was interpolated from observed gravity values.
 MD1031
 MD1031;                    North         East    Units  Estimated Accuracy
 MD1031;SPC IN E     -   649,825.8      81,855.0     MT  (+/- 3 meters HH1 GPS) 
 MD1031
 MD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9382650599(NAD 83)
 MD1031
 MD1031                          SUPERSEDED SURVEY CONTROL
 MD1031
 MD1031  NGVD 29 (??/??/92)  275.135  (m)          902.67   (f) ADJ UNCH    1 2
 MD1031
 MD1031.Superseded values are not recommended for survey control.
 MD1031
 MD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1031.See file dsdata.pdf to determine how the superseded data were derived.
 MD1031
 MD1031_MARKER: DB = BENCH MARK DISK
 MD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1031_STAMPING: N 134 1946
 MD1031_MARK LOGO: CGS
 MD1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1031+STABILITY: SURFACE MOTION
 MD1031
 MD1031  HISTORY     - Date     Condition        Report By
 MD1031  HISTORY     - 1946     MONUMENTED       CGS
 MD1031  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD1031
 MD1031                          STATION DESCRIPTION
 MD1031
 MD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1031'2 MI S FROM CLAYPOOL.
 MD1031'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1031'STATION AT CLAYPOOL, AT A GRAVEL ROAD CROSSING, 70 FEET WEST AND
 MD1031'ACROSS THE TRACK FROM POLE 89/20, 43 FEET WEST OF THE WEST RAIL
 MD1031'OF THE TRACK, 108 FEET NORTHWEST OF CULVERT IDENTIFICATION MARKER
 MD1031'NUMBER 187A, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.4
 MD1031'FEET SOUTHEAST OF A 4-INCH CONCRETE FENCE CORNER POST, ABOUT 1
 MD1031'FOOT BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD1031'PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK IS ABOUT 2.0 MILES
 MD1031'NORTH ALONG THE NYCRR FROM THE STATION AT SILVER LAKE.
 MD1031
 MD1031                          STATION RECOVERY (1960)
 MD1031
 MD1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD1031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1117 ***********************************************************************
 MD1117  DESIGNATION -  N 135
 MD1117  PID         -  MD1117
 MD1117  STATE/COUNTY-  IN/WABASH
 MD1117  COUNTRY     -  US
 MD1117  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1117
 MD1117                         *CURRENT SURVEY CONTROL
 MD1117  ______________________________________________________________________
 MD1117* NAD 83(1986) POSITION- 41 00 55.     (N) 085 45 38.     (W)   SCALED
 MD1117* NAVD 88 ORTHO HEIGHT -   234.194 (meters)      768.35  (feet) ADJUSTED
 MD1117  ______________________________________________________________________
 MD1117  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 MD1117  DYNAMIC HEIGHT  -        234.087 (meters)      768.00  (feet) COMP
 MD1117  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 MD1117
 MD1117  VERT ORDER      -  SECOND    CLASS 0
 MD1117
 MD1117.The horizontal coordinates were scaled from a map and have
 MD1117.an estimated accuracy of +/- 6 seconds.
 MD1117
 MD1117.The orthometric height was determined by differential leveling and
 MD1117.adjusted by the NATIONAL GEODETIC SURVEY
 MD1117.in June 1991.
 MD1117
 MD1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1117.GEOID18 height accuracy estimate available here.
 MD1117
 MD1117.Click photographs - Photos may exist for this station.
 MD1117
 MD1117.The dynamic height is computed by dividing the NAVD 88
 MD1117.geopotential number by the normal gravity value computed on the
 MD1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1117.degrees latitude (g = 980.6199 gals.).
 MD1117
 MD1117.The modeled gravity was interpolated from observed gravity values.
 MD1117
 MD1117;                    North         East    Units  Estimated Accuracy
 MD1117;SPC IN E     -   640,260.       92,100.      MT  (+/- 180 meters Scaled)
 MD1117
 MD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL042411(NAD 83)
 MD1117
 MD1117                          SUPERSEDED SURVEY CONTROL
 MD1117
 MD1117  NGVD 29 (??/??/92)  234.319  (m)          768.76   (f) ADJ UNCH    2 0
 MD1117
 MD1117.Superseded values are not recommended for survey control.
 MD1117
 MD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1117.See file dsdata.pdf to determine how the superseded data were derived.
 MD1117
 MD1117_MARKER: DB = BENCH MARK DISK
 MD1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1117_STAMPING: N 135 1946
 MD1117_MARK LOGO: CGS
 MD1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1117+STABILITY: SURFACE MOTION
 MD1117
 MD1117  HISTORY     - Date     Condition        Report By
 MD1117  HISTORY     - 1946     MONUMENTED       CGS
 MD1117  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1117
 MD1117                          STATION DESCRIPTION
 MD1117
 MD1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1117'1.5 MI N FROM NORTH MANCHESTER.
 MD1117'1.5 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1117'NORTH MANCHESTER, AT A T JUNCTION WITH A PAVED ROAD LEADING
 MD1117'SOUTH AND A RIGHT-ANGLE TURN IN THE HIGHWAY HAVING TANGENTS
 MD1117'EXTENDING WEST AND NORTH, ON THE EAST SIDE OF THE JUNCTION,
 MD1117'ABOUT 240 FEET NORTH OF THE GRADE CROSSING OF THE ROAD LEADING
 MD1117'SOUTH AND THE PENNSYLVANIA RAILROAD, 24 FEET EAST OF THE CENTER
 MD1117'LINE OF THE NORTH-SOUTH TANGENT, 1 FOOT SOUTH OF A FENCE LINE
 MD1117'AND THE EXTENDED CENTER LINE OF THE TANGENT LEADING WEST FROM
 MD1117'THE JUNCTION, 42 FEET NORTHEAST OF A TELEPHONE POLE, 5 FEET
 MD1117'SOUTHEAST OF A FENCE CORNER, ABOUT 1 FOOT BELOW THE LEVEL OF
 MD1117'THE CENTER OF THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 MD1117'POST PROJECTING ABOUT 4 INCHES.
 MD1117
 MD1117                          STATION RECOVERY (1990)
 MD1117
 MD1117'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 MD1117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1167 ***********************************************************************
 ME1167  DESIGNATION -  N 136
 ME1167  PID         -  ME1167
 ME1167  STATE/COUNTY-  IN/LAKE
 ME1167  COUNTRY     -  US
 ME1167  USGS QUAD   -  LEROY (2019)
 ME1167
 ME1167                         *CURRENT SURVEY CONTROL
 ME1167  ______________________________________________________________________
 ME1167* NAD 83(1986) POSITION- 41 18 12.98   (N) 087 21 14.75   (W)   HD_HELD1
 ME1167* NAVD 88 ORTHO HEIGHT -   218.896 (meters)      718.16  (feet) ADJUSTED
 ME1167  ______________________________________________________________________
 ME1167  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME1167  DYNAMIC HEIGHT  -        218.804 (meters)      717.86  (feet) COMP
 ME1167  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 ME1167
 ME1167  VERT ORDER      -  SECOND    CLASS 0
 ME1167
 ME1167.The horizontal coordinates were determined by differentially corrected
 ME1167.hand held GPS observations or other comparable positioning techniques
 ME1167.and have an estimated accuracy of +/- 3 meters.
 ME1167
 ME1167.The orthometric height was determined by differential leveling and
 ME1167.adjusted by the NATIONAL GEODETIC SURVEY
 ME1167.in June 1991.
 ME1167
 ME1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1167.GEOID18 height accuracy estimate available here.
 ME1167
 ME1167.Click photographs - Photos may exist for this station.
 ME1167
 ME1167.The dynamic height is computed by dividing the NAVD 88
 ME1167.geopotential number by the normal gravity value computed on the
 ME1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1167.degrees latitude (g = 980.6199 gals.).
 ME1167
 ME1167.The modeled gravity was interpolated from observed gravity values.
 ME1167
 ME1167;                    North         East    Units  Estimated Accuracy
 ME1167;SPC IN W     -   672,309.9     877,324.8     MT  (+/- 3 meters HH1 GPS) 
 ME1167
 ME1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7035672521(NAD 83)
 ME1167
 ME1167                          SUPERSEDED SURVEY CONTROL
 ME1167
 ME1167  NGVD 29 (??/??/92)  218.982  (m)          718.44   (f) ADJ UNCH    2 0
 ME1167
 ME1167.Superseded values are not recommended for survey control.
 ME1167
 ME1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1167.See file dsdata.pdf to determine how the superseded data were derived.
 ME1167
 ME1167_MARKER: DB = BENCH MARK DISK
 ME1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1167_STAMPING: N 136 1946
 ME1167_MARK LOGO: CGS
 ME1167_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1167+STABILITY: SURFACE MOTION
 ME1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1167+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 ME1167
 ME1167  HISTORY     - Date     Condition        Report By
 ME1167  HISTORY     - 1946     MONUMENTED       CGS
 ME1167  HISTORY     - 1968     GOOD             CGS
 ME1167  HISTORY     - 20070414 GOOD             GEOCAC
 ME1167  HISTORY     - 20131028 GOOD             INDOT
 ME1167  HISTORY     - 20200811 GOOD             IN-089
 ME1167
 ME1167                          STATION DESCRIPTION
 ME1167
 ME1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1167'1 MI N FROM ORCHARD GROVE.
 ME1167'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1167'WITH STATE HIGHWAY 2 AT ORCHARD GROVE, 39 FEET EAST OF THE
 ME1167'NORTHEAST CORNER OF A BROWN BRICK HOUSE, 40 FEET WEST OF THE
 ME1167'CENTER LINE OF THE HIGHWAY, 9.5 FEET SOUTH OF A CORNER FENCE
 ME1167'POST, 2 FEET NORTH OF POWER POLE NO. 362/340, 0.5 FOOT EAST OF
 ME1167'THE YARD FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 ME1167'ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME1167'POST PROJECTING 6 INCHES.  NOTE-- 18 FEET S OF CENTERLINE OF
 ME1167'DRIVEWAY AND 1 FOOT N OF A METAL WITNESS POST.
 ME1167
 ME1167                          STATION RECOVERY (1968)
 ME1167
 ME1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1167'RECOVERED IN GOOD CONDITION.
 ME1167
 ME1167                          STATION RECOVERY (2007)
 ME1167
 ME1167'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1167'RECOVERED IN GOOD CONDITION.
 ME1167
 ME1167                          STATION RECOVERY (2013)
 ME1167
 ME1167'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1167'RECOVERED IN GOOD CONDITION.
 ME1167
 ME1167                          STATION RECOVERY (2020)
 ME1167
 ME1167'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1101 ***********************************************************************
 ME1101  DESIGNATION -  N 137
 ME1101  PID         -  ME1101
 ME1101  STATE/COUNTY-  IN/LAKE
 ME1101  COUNTRY     -  US
 ME1101  USGS QUAD   -  CROWN POINT (2019)
 ME1101
 ME1101                         *CURRENT SURVEY CONTROL
 ME1101  ______________________________________________________________________
 ME1101* NAD 83(1986) POSITION- 41 28 14.66   (N) 087 16 25.85   (W)   HD_HELD1
 ME1101* NAVD 88 ORTHO HEIGHT -   215.821 (meters)      708.07  (feet) ADJUSTED
 ME1101  ______________________________________________________________________
 ME1101  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 ME1101  DYNAMIC HEIGHT  -        215.736 (meters)      707.79  (feet) COMP
 ME1101  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 ME1101
 ME1101  VERT ORDER      -  SECOND    CLASS 0
 ME1101
 ME1101.The horizontal coordinates were determined by differentially corrected
 ME1101.hand held GPS observations or other comparable positioning techniques
 ME1101.and have an estimated accuracy of +/- 3 meters.
 ME1101
 ME1101.The orthometric height was determined by differential leveling and
 ME1101.adjusted by the NATIONAL GEODETIC SURVEY
 ME1101.in June 1991.
 ME1101
 ME1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1101.GEOID18 height accuracy estimate available here.
 ME1101
 ME1101.Click photographs - Photos may exist for this station.
 ME1101
 ME1101.The dynamic height is computed by dividing the NAVD 88
 ME1101.geopotential number by the normal gravity value computed on the
 ME1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1101.degrees latitude (g = 980.6199 gals.).
 ME1101
 ME1101.The modeled gravity was interpolated from observed gravity values.
 ME1101
 ME1101;                    North         East    Units  Estimated Accuracy
 ME1101;SPC IN W     -   690,853.5     884,086.2     MT  (+/- 3 meters HH1 GPS) 
 ME1101
 ME1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7713391051(NAD 83)
 ME1101
 ME1101                          SUPERSEDED SURVEY CONTROL
 ME1101
 ME1101  NGVD 29 (??/??/92)  215.912  (m)          708.37   (f) ADJ UNCH    2 0
 ME1101
 ME1101.Superseded values are not recommended for survey control.
 ME1101
 ME1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1101.See file dsdata.pdf to determine how the superseded data were derived.
 ME1101
 ME1101_MARKER: DB = BENCH MARK DISK
 ME1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1101_STAMPING: N 137 1946
 ME1101_MARK LOGO: CGS
 ME1101_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1101+STABILITY: SURFACE MOTION
 ME1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1101+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2021
 ME1101
 ME1101  HISTORY     - Date     Condition        Report By
 ME1101  HISTORY     - 1946     MONUMENTED       CGS
 ME1101  HISTORY     - 1972     GOOD             BRADY
 ME1101  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME1101  HISTORY     - 20050525 GOOD             INDIV
 ME1101  HISTORY     - 20130220 GOOD             INDOT
 ME1101  HISTORY     - 20210312 GOOD             INDOT
 ME1101
 ME1101                          STATION DESCRIPTION
 ME1101
 ME1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1101'1.5 MI SW FROM AINSWORTH.
 ME1101'ABOUT 0.7 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSS ROAD
 ME1101'AT AINSWORTH, THENCE ABOUT 0.8 MILES WEST ALONG U.S. HIGHWAY 30,
 ME1101'ABOUT 0.25 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH BLACK
 ME1101'TOP ROAD, AT THE J.B. MITCHELL FARM, 63.5 FEET NORTHEAST OF THE
 ME1101'NORTHEAST CORNER OF THE HOUSE, 67 FEET SOUTH OF THE CENTER LINE
 ME1101'OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 18 FEET EAST OF THE
 ME1101'CENTER LINE OF THE DRIVE WAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 ME1101'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 ME1101'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1101'6 INCHES.
 ME1101
 ME1101                          STATION RECOVERY (1972)
 ME1101
 ME1101'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1101'RECOVERED IN GOOD CONDITION.
 ME1101
 ME1101                          STATION RECOVERY (2003)
 ME1101
 ME1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME1101'MARK NOT FOUND.
 ME1101
 ME1101                          STATION RECOVERY (2005)
 ME1101
 ME1101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1101'THIS MARK WAS FOUND BY KRULL AND SON INC. IT WAS REPORTED AS NOT FOUND
 ME1101'IN 2003.
 ME1101
 ME1101                          STATION RECOVERY (2013)
 ME1101
 ME1101'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1101'RECOVERED IN GOOD CONDITION.
 ME1101
 ME1101                          STATION RECOVERY (2021)
 ME1101
 ME1101'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1184 ***********************************************************************
 ME1184  DESIGNATION -  N 138
 ME1184  PID         -  ME1184
 ME1184  STATE/COUNTY-  IN/LAKE
 ME1184  COUNTRY     -  US
 ME1184  USGS QUAD   -  CROWN POINT (2019)
 ME1184
 ME1184                         *CURRENT SURVEY CONTROL
 ME1184  ______________________________________________________________________
 ME1184* NAD 83(1986) POSITION- 41 26 31.     (N) 087 21 17.     (W)   SCALED
 ME1184* NAVD 88 ORTHO HEIGHT -   214.893 (meters)      705.03  (feet) ADJUSTED
 ME1184  ______________________________________________________________________
 ME1184  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME1184  DYNAMIC HEIGHT  -        214.807 (meters)      704.75  (feet) COMP
 ME1184  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 ME1184
 ME1184  VERT ORDER      -  SECOND    CLASS 0
 ME1184
 ME1184.The horizontal coordinates were scaled from a map and have
 ME1184.an estimated accuracy of +/- 6 seconds.
 ME1184
 ME1184.The orthometric height was determined by differential leveling and
 ME1184.adjusted by the NATIONAL GEODETIC SURVEY
 ME1184.in June 1991.
 ME1184
 ME1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1184.GEOID18 height accuracy estimate available here.
 ME1184
 ME1184.Click photographs - Photos may exist for this station.
 ME1184
 ME1184.The dynamic height is computed by dividing the NAVD 88
 ME1184.geopotential number by the normal gravity value computed on the
 ME1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1184.degrees latitude (g = 980.6199 gals.).
 ME1184
 ME1184.The modeled gravity was interpolated from observed gravity values.
 ME1184
 ME1184;                    North         East    Units  Estimated Accuracy
 ME1184;SPC IN W     -   687,670.      877,320.      MT  (+/- 180 meters Scaled)
 ME1184
 ME1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703878(NAD 83)
 ME1184
 ME1184                          SUPERSEDED SURVEY CONTROL
 ME1184
 ME1184  NGVD 29 (??/??/92)  214.983  (m)          705.32   (f) ADJ UNCH    2 0
 ME1184
 ME1184.Superseded values are not recommended for survey control.
 ME1184
 ME1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1184.See file dsdata.pdf to determine how the superseded data were derived.
 ME1184
 ME1184_MARKER: DB = BENCH MARK DISK
 ME1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1184_STAMPING: N 138 1946
 ME1184_MARK LOGO: CGS
 ME1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1184+STABILITY: SURFACE MOTION
 ME1184
 ME1184  HISTORY     - Date     Condition        Report By
 ME1184  HISTORY     - 1946     MONUMENTED       CGS
 ME1184  HISTORY     - 1968     GOOD             CGS
 ME1184  HISTORY     - 1976     GOOD             USGS
 ME1184  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1184  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1184
 ME1184                          STATION DESCRIPTION
 ME1184
 ME1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1184'2 MI NE FROM CROWN POINT.
 ME1184'ABOUT 2.0 MILES NORTHEAST ALONG THE MERRILLVILLE ROAD FROM THE
 ME1184'COURT HOUSE AT CROWN POINT, AT THE ENTRANCE TO THE CROWN POINT
 ME1184'AIR FIELD, 173 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ME1184'ADMINSTRATIVE BUILDING, 16 FEET SOUTHWEST OF THE CENTER LINE OF
 ME1184'THE ENTRANCE DRIVE WAY, 2 FEET S OF A TELEPHONE POLE, ABOUT
 ME1184'LEVEL WITH THE DRIVE WAY, 1 FEET NORTH OF A METAL WITNESS POST,
 ME1184'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1184
 ME1184                          STATION RECOVERY (1968)
 ME1184
 ME1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1184'RECOVERED IN GOOD CONDITION.
 ME1184
 ME1184                          STATION RECOVERY (1976)
 ME1184
 ME1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ME1184'MARK WAS REPORTED TO BE IN WAY OF CONSTRUCTION THIS SUMMER, N 138
 ME1184'RESET SET AND THE ELEVATION TRANSFERED. N 138 1946 WAS LEFT.
 ME1184
 ME1184                          STATION RECOVERY (1990)
 ME1184
 ME1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1184'MARK NOT FOUND.
 ME1184
 ME1184                          STATION RECOVERY (2021)
 ME1184
 ME1184'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1184'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2098 ***********************************************************************
 ME2098  DESIGNATION -  N 138 RESET
 ME2098  PID         -  ME2098
 ME2098  STATE/COUNTY-  IN/LAKE
 ME2098  COUNTRY     -  US
 ME2098  USGS QUAD   -  CROWN POINT (2019)
 ME2098
 ME2098                         *CURRENT SURVEY CONTROL
 ME2098  ______________________________________________________________________
 ME2098* NAD 83(1986) POSITION- 41 26 31.     (N) 087 21 17.     (W)   SCALED
 ME2098* NAVD 88 ORTHO HEIGHT -   214.27  (+/-2cm)      703.0   (feet) VERTCON3
 ME2098  ______________________________________________________________________
 ME2098  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME2098  VERT ORDER      -  THIRD (See Below)
 ME2098
 ME2098.The horizontal coordinates were scaled from a map and have
 ME2098.an estimated accuracy of +/- 6 seconds.
 ME2098
 ME2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2098
 ME2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2098.GEOID18 height accuracy estimate available here.
 ME2098
 ME2098.The vertical order pertains to the NGVD 29 superseded value.
 ME2098
 ME2098.Click photographs - Photos may exist for this station.
 ME2098
 ME2098;                    North         East    Units  Estimated Accuracy
 ME2098;SPC IN W     -   687,670.      877,320.      MT  (+/- 180 meters Scaled)
 ME2098
 ME2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703878(NAD 83)
 ME2098
 ME2098                          SUPERSEDED SURVEY CONTROL
 ME2098
 ME2098  NGVD 29 (08/22/16)  214.36   (m)          703.3    (f) RESET       3  
 ME2098
 ME2098.Superseded values are not recommended for survey control.
 ME2098
 ME2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2098.See file dsdata.pdf to determine how the superseded data were derived.
 ME2098
 ME2098_MARKER: DV = VERTICAL CONTROL DISK
 ME2098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2098_SP_SET: CURB
 ME2098_STAMPING: N 138 RESET 1976
 ME2098_MARK LOGO: NGS
 ME2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2098
 ME2098  HISTORY     - Date     Condition        Report By
 ME2098  HISTORY     - 1976     MONUMENTED       NGS
 ME2098  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME2098
 ME2098                          STATION DESCRIPTION
 ME2098
 ME2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ME2098'2.0 MI NE FROM CROWN POINT.
 ME2098'2.0 MILES NORTHEAST ALONG MERRILLVILLE ROAD FROM THE COURT HOUSE IN
 ME2098'CROWN POINT, AT THE NORTHEAST ENTRANCE TO A HOUSING AREA, AT A
 ME2098'CURVE IN THE ROAD WHERE MERRILLVILLE ROAD GOES EAST, IN THE NORTH
 ME2098'CURBING OF THE ROAD, 55 FEET WEST OF THE CENTERLINE OF MERRILLVILLE
 ME2098'ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD ENTRANCE.
 ME2098
 ME2098                          STATION RECOVERY (2003)
 ME2098
 ME2098'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWS)
 ME2098'MERRILLVILLE ROAD PATH CHANGED.  FOUND REMNANTS OF OLD ROAD.  SUSPECT
 ME2098'THAT MARK WAS DESTROYED DURING ROAD RELOCATION AND AREA DEVELOPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1005 ***********************************************************************
 ME1005  DESIGNATION -  N 139
 ME1005  PID         -  ME1005
 ME1005  STATE/COUNTY-  IN/LAKE
 ME1005  COUNTRY     -  US
 ME1005  USGS QUAD   -  GARY (2019)
 ME1005
 ME1005                         *CURRENT SURVEY CONTROL
 ME1005  ______________________________________________________________________
 ME1005* NAD 83(1986) POSITION- 41 36 07.7    (N) 087 21 15.9    (W)   HD_HELD2
 ME1005* NAVD 88 ORTHO HEIGHT -   182.254 (meters)      597.95  (feet) ADJUSTED
 ME1005  ______________________________________________________________________
 ME1005  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 ME1005  DYNAMIC HEIGHT  -        182.186 (meters)      597.72  (feet) COMP
 ME1005  MODELED GRAVITY -    980,250.8   (mgal)                       NAVD 88
 ME1005
 ME1005  VERT ORDER      -  FIRST     CLASS I
 ME1005
 ME1005.The horizontal coordinates were established by autonomous hand held GPS
 ME1005.observations and have an estimated accuracy of +/- 10 meters.
 ME1005
 ME1005.The orthometric height was determined by differential leveling and
 ME1005.adjusted by the NATIONAL GEODETIC SURVEY
 ME1005.in June 1991.
 ME1005
 ME1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1005.GEOID18 height accuracy estimate available here.
 ME1005
 ME1005.Click photographs - Photos may exist for this station.
 ME1005
 ME1005.The dynamic height is computed by dividing the NAVD 88
 ME1005.geopotential number by the normal gravity value computed on the
 ME1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1005.degrees latitude (g = 980.6199 gals.).
 ME1005
 ME1005.The modeled gravity was interpolated from observed gravity values.
 ME1005
 ME1005;                    North         East    Units  Estimated Accuracy
 ME1005;SPC IN W     -   705,465.      877,402.      MT  (+/- 10 meters HH2 GPS)
 ME1005
 ME1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7046505664(NAD 83)
 ME1005
 ME1005                          SUPERSEDED SURVEY CONTROL
 ME1005
 ME1005  NGVD 29 (01/19/93)  182.357  (m)          598.28   (f) ADJUSTED    1 1
 ME1005  NGVD 29 (??/??/92)  182.357  (m)          598.28   (f) SUPERSEDED  1 1
 ME1005
 ME1005.Superseded values are not recommended for survey control.
 ME1005
 ME1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1005.See file dsdata.pdf to determine how the superseded data were derived.
 ME1005
 ME1005_MARKER: DB = BENCH MARK DISK
 ME1005_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME1005_SP_SET: BUILDING
 ME1005_STAMPING: N 139 1946
 ME1005_MARK LOGO: CGS
 ME1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME1005+STABILITY: POSITION/ELEVATION WELL
 ME1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1005+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1005
 ME1005  HISTORY     - Date     Condition        Report By
 ME1005  HISTORY     - 1946     MONUMENTED       CGS
 ME1005  HISTORY     - 1968     GOOD             CGS
 ME1005  HISTORY     - 1985     GOOD             NGS
 ME1005  HISTORY     - 19920807 GOOD             NGS
 ME1005  HISTORY     - 19920906 GOOD             NGS
 ME1005
 ME1005                          STATION DESCRIPTION
 ME1005
 ME1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1005'AT GARY.
 ME1005'AT GARY, ABOUT 1.15 MILES EAST ALONG EAST 5 TH AVENUE FROM THE
 ME1005'CROSSING OF THE PENN CENTRAL RAILROAD, ABOUT 0.15 MILE EAST OF
 ME1005'THE INTERSECTION OF GRANT STREET, SET VERTICALLY IN THE EAST
 ME1005'FACE OF THE CONCRETE FOUNDATION NEAR THE SOUTHEAST CORNER OF THE
 ME1005'GRACE EV LUTHERAN CHURCH (A 3-STORY BRICK BUILDING), 38.8 FEET
 ME1005'NORTH OF THE NORTH CURB OF EAST 5 TH AVENUE, 2.1 FEET NORTH OF
 ME1005'THE SOUTHEAST CORNER OF THE BUILDING AND 0.8 FOOT ABOVE THE
 ME1005'LEVEL OF THE GROUND.  SEC 4, T 36 N, R 8 W.
 ME1005
 ME1005                          STATION RECOVERY (1985)
 ME1005
 ME1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1005'RECOVERED IN GOOD CONDITION.  ADD--AT 1348 EAST 5TH STREET.  NOTE--THE
 ME1005'CHURCH MENTIONED IN THE OLD DESCRIPTION IS NOW THE OPEN DOOR CHURCH OF
 ME1005'GOD REFUGE IN CHRIST.
 ME1005
 ME1005                          STATION RECOVERY (1992)
 ME1005
 ME1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1005'IN GARY, AT THE INTERSECTION OF EAST 5TH AVENUE AND LINCOLN STREET,
 ME1005'SET VERTICALLY IN THE EAST FACE OF THE STONE FOUNDATION OF THE PRAYER
 ME1005'HOUSE DELIVERANCE TEMPLE AT 1348 EAST 5TH AVENUE, 30.0 M (98.4 FT)
 ME1005'EAST OF THE STREET CENTER, 20.3 M (66.6 FT) NORTH OF THE AVENUE
 ME1005'CENTER, 0.9 M (3.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 ME1005'AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 ME1005
 ME1005                          STATION RECOVERY (1992)
 ME1005
 ME1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1005'IN GARY, ATH THE INTERSECTION OF WEST 5TH AVENUE AND LINCOLN STREET,
 ME1005'SET VERTICALLY IN THE EAST AFCE OF THE SANDSTONE FOUNDATION OF THE
 ME1005'PRAYER HOUSE DELIVERANCE TEMPLE AT 1348 EAST 5TH AVENUE, 30.0 M
 ME1005'(98.4 FT) EAST OF THE STREET CENTER, 20.3 M (66.6 FT) NORTH OF THE
 ME1005'AVENUE CENTER, 0.9 M (3.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 ME1005'BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1016 ***********************************************************************
 MD1016  DESIGNATION -  N 14
 MD1016  PID         -  MD1016
 MD1016  STATE/COUNTY-  IN/KOSCIUSKO
 MD1016  COUNTRY     -  US
 MD1016  USGS QUAD   -  WARSAW (2019)
 MD1016
 MD1016                         *CURRENT SURVEY CONTROL
 MD1016  ______________________________________________________________________
 MD1016* NAD 83(1986) POSITION- 41 13 56.     (N) 085 49 24.     (W)   SCALED
 MD1016* NAVD 88 ORTHO HEIGHT -   255.247 (meters)      837.42  (feet) ADJUSTED
 MD1016  ______________________________________________________________________
 MD1016  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 MD1016  DYNAMIC HEIGHT  -        255.138 (meters)      837.07  (feet) COMP
 MD1016  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 MD1016
 MD1016  VERT ORDER      -  FIRST     CLASS I
 MD1016
 MD1016.The horizontal coordinates were scaled from a map and have
 MD1016.an estimated accuracy of +/- 6 seconds.
 MD1016
 MD1016.The orthometric height was determined by differential leveling and
 MD1016.adjusted by the NATIONAL GEODETIC SURVEY
 MD1016.in April 1995.
 MD1016
 MD1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1016.GEOID18 height accuracy estimate available here.
 MD1016
 MD1016.Click photographs - Photos may exist for this station.
 MD1016
 MD1016.The dynamic height is computed by dividing the NAVD 88
 MD1016.geopotential number by the normal gravity value computed on the
 MD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1016.degrees latitude (g = 980.6199 gals.).
 MD1016
 MD1016.The modeled gravity was interpolated from observed gravity values.
 MD1016
 MD1016;                    North         East    Units  Estimated Accuracy
 MD1016;SPC IN E     -   664,360.       86,870.      MT  (+/- 180 meters Scaled)
 MD1016
 MD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL986652(NAD 83)
 MD1016
 MD1016                          SUPERSEDED SURVEY CONTROL
 MD1016
 MD1016  NAVD 88 (06/15/91)  255.233  (m)          837.38   (f) SUPERSEDED  1 1
 MD1016  NGVD 29 (01/19/93)  255.382  (m)          837.87   (f) ADJUSTED    1 1
 MD1016  NGVD 29 (??/??/92)  255.365  (m)          837.81   (f) SUPERSEDED  1 1
 MD1016
 MD1016.Superseded values are not recommended for survey control.
 MD1016
 MD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1016.See file dsdata.pdf to determine how the superseded data were derived.
 MD1016
 MD1016_MARKER: DB = BENCH MARK DISK
 MD1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1016_SP_SET: ABUTMENT
 MD1016_STAMPING: N 14 1930 837.761
 MD1016_MARK LOGO: CGS
 MD1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1016+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1016
 MD1016  HISTORY     - Date     Condition        Report By
 MD1016  HISTORY     - 1930     MONUMENTED       CGS
 MD1016  HISTORY     - 1968     GOOD             CGS
 MD1016  HISTORY     - 1969     GOOD             INHD
 MD1016  HISTORY     - 1982     GOOD             BRADY
 MD1016  HISTORY     - 1989     GOOD             USPSQD
 MD1016  HISTORY     - 1990     GOOD             USPSQD
 MD1016  HISTORY     - 19921008 GOOD             NGS
 MD1016
 MD1016                          STATION DESCRIPTION
 MD1016
 MD1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1016'1.9 MI E FROM WARSAW.
 MD1016'ABOUT 1.9 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1016'STATION AT WARSAW, ABOUT 0.15 MILE NORTHWEST OF MILEPOST 357, SET
 MD1016'ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 MD1016'WALL OF THE OVERPASS OVER SOUTH ARGONNE ROAD, 9.5 FEET NORTHEAST
 MD1016'OF THE NORTHEAST RAIL OF THE EASTBOUND TRACK, 2 FEET SOUTHEAST
 MD1016'OF THE NORTHWEST END OF THE HEAD WALL AND 2 FEET BELOW THE LEVEL OF
 MD1016'THE TRACK.
 MD1016
 MD1016                          STATION RECOVERY (1969)
 MD1016
 MD1016'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1016'RECOVERED IN GOOD CONDITION.
 MD1016
 MD1016                          STATION RECOVERY (1982)
 MD1016
 MD1016'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982
 MD1016'RECOVERED IN GOOD CONDITION.
 MD1016
 MD1016                          STATION RECOVERY (1989)
 MD1016
 MD1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (PA)
 MD1016'RECOVERED IN GOOD CONDITION.
 MD1016
 MD1016                          STATION RECOVERY (1990)
 MD1016
 MD1016'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1016'RECOVERED IN GOOD CONDITION.
 MD1016
 MD1016                          STATION RECOVERY (1992)
 MD1016
 MD1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1016'3.0 KM (1.85 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE STATION
 MD1016'IN WARSAW, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST
 MD1016'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF
 MD1016'SOUTH ARGONNE ROAD, 1.9 M (6.2 FT) NORTHEAST OF THE NEAR RAIL, AND
 MD1016'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1242 ***********************************************************************
 ME1242  DESIGNATION -  N 140
 ME1242  PID         -  ME1242
 ME1242  STATE/COUNTY-  IN/PORTER
 ME1242  COUNTRY     -  US
 ME1242  USGS QUAD   -  PALMER (2019)
 ME1242
 ME1242                         *CURRENT SURVEY CONTROL
 ME1242  ______________________________________________________________________
 ME1242* NAD 83(1986) POSITION- 41 23 52.76   (N) 087 09 51.79   (W)   HD_HELD1
 ME1242* NAVD 88 ORTHO HEIGHT -   230.704 (meters)      756.90  (feet) ADJUSTED
 ME1242  ______________________________________________________________________
 ME1242  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 ME1242  DYNAMIC HEIGHT  -        230.611 (meters)      756.60  (feet) COMP
 ME1242  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 ME1242
 ME1242  VERT ORDER      -  SECOND    CLASS 0
 ME1242
 ME1242.The horizontal coordinates were determined by differentially corrected
 ME1242.hand held GPS observations or other comparable positioning techniques
 ME1242.and have an estimated accuracy of +/- 3 meters.
 ME1242
 ME1242.The orthometric height was determined by differential leveling and
 ME1242.adjusted by the NATIONAL GEODETIC SURVEY
 ME1242.in June 1991.
 ME1242
 ME1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1242.GEOID18 height accuracy estimate available here.
 ME1242
 ME1242.Click photographs - Photos may exist for this station.
 ME1242
 ME1242.The dynamic height is computed by dividing the NAVD 88
 ME1242.geopotential number by the normal gravity value computed on the
 ME1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1242.degrees latitude (g = 980.6199 gals.).
 ME1242
 ME1242.The modeled gravity was interpolated from observed gravity values.
 ME1242
 ME1242;                    North         East    Units  Estimated Accuracy
 ME1242;SPC IN W     -   682,759.6     893,222.0     MT  (+/- 3 meters HH1 GPS) 
 ME1242
 ME1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8625882952(NAD 83)
 ME1242
 ME1242                          SUPERSEDED SURVEY CONTROL
 ME1242
 ME1242  NGVD 29 (??/??/92)  230.795  (m)          757.20   (f) ADJ UNCH    2 0
 ME1242
 ME1242.Superseded values are not recommended for survey control.
 ME1242
 ME1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1242.See file dsdata.pdf to determine how the superseded data were derived.
 ME1242
 ME1242_MARKER: DB = BENCH MARK DISK
 ME1242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1242_SP_SET: CULVERT HEADWALL
 ME1242_STAMPING: N 140 1946
 ME1242_MARK LOGO: CGS
 ME1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1242+STABILITY: SURFACE MOTION
 ME1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1242+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 ME1242
 ME1242  HISTORY     - Date     Condition        Report By
 ME1242  HISTORY     - 1946     MONUMENTED       CGS
 ME1242  HISTORY     - 20050822 GOOD             INDIV
 ME1242  HISTORY     - 20150331 GOOD             INDOT
 ME1242
 ME1242                          STATION DESCRIPTION
 ME1242
 ME1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1242'4.6 MI NE FROM PALMER.
 ME1242'ABOUT 0.3 MILE SOUTH, THENCE ABOUT 2.15 MILE EAST ALONG A PAVED
 ME1242'ROAD FROM THE PALMER SCHOOL AT PALMER, THENCE ABOUT 2.15 MILE
 ME1242'NORTHEAST ALONG STATE HIGHWAY 2, ABOUT 0.1 MILE SOUTHWEST OF THE
 ME1242'PORTER CROSS ROAD SCHOOL, SET IN THE TOP OF THE NORTHEAST END
 ME1242'OF THE SOUTHWEST CONCRETE HEAD WALL OF A 12 INCH CORRUGATED
 ME1242'PIPE CULVERT, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ME1242'HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL,
 ME1242'ABOUT 2 FEET LOWER THAN THE HIGHWAY AND SET IN A DRILL HOLE.
 ME1242
 ME1242                          STATION RECOVERY (2005)
 ME1242
 ME1242'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1242'RECOVERED IN GOOD CONDITION.
 ME1242
 ME1242                          STATION RECOVERY (2015)
 ME1242
 ME1242'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME1242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1301 ***********************************************************************
 ME1301  DESIGNATION -  N 141 RESET
 ME1301  PID         -  ME1301
 ME1301  STATE/COUNTY-  IN/PORTER
 ME1301  COUNTRY     -  US
 ME1301  USGS QUAD   -  KOUTS (2019)
 ME1301
 ME1301                         *CURRENT SURVEY CONTROL
 ME1301  ______________________________________________________________________
 ME1301* NAD 83(1986) POSITION- 41 19 06.90   (N) 087 03 18.25   (W)   HD_HELD1
 ME1301* NAVD 88 ORTHO HEIGHT -   207.61  (meters)      681.1   (feet) RESET
 ME1301  ______________________________________________________________________
 ME1301  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME1301  VERT ORDER      -  THIRD
 ME1301
 ME1301.The horizontal coordinates were determined by differentially corrected
 ME1301.hand held GPS observations or other comparable positioning techniques
 ME1301.and have an estimated accuracy of +/- 3 meters.
 ME1301
 ME1301.The orthometric height was computed from unverified reset data.
 ME1301
 ME1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1301.GEOID18 height accuracy estimate available here.
 ME1301
 ME1301.Click photographs - Photos may exist for this station.
 ME1301
 ME1301;                    North         East    Units  Estimated Accuracy
 ME1301;SPC IN W     -   673,938.3     902,366.4     MT  (+/- 3 meters HH1 GPS) 
 ME1301
 ME1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9539074125(NAD 83)
 ME1301
 ME1301                          SUPERSEDED SURVEY CONTROL
 ME1301
 ME1301  NGVD 29 (08/22/16)  207.71   (m)          681.5    (f) RESET       3  
 ME1301
 ME1301.Superseded values are not recommended for survey control.
 ME1301
 ME1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1301.See file dsdata.pdf to determine how the superseded data were derived.
 ME1301
 ME1301_MARKER: DB = BENCH MARK DISK
 ME1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1301_STAMPING: N 141 1946 RESET 1956
 ME1301_MARK LOGO: CGS
 ME1301_PROJECTION: FLUSH
 ME1301_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ME1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1301+STABILITY: SURFACE MOTION
 ME1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1301+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2022
 ME1301
 ME1301  HISTORY     - Date     Condition        Report By
 ME1301  HISTORY     - 1956     MONUMENTED       CGS
 ME1301  HISTORY     - 1956     GOOD             CGS
 ME1301  HISTORY     - 20210929 GOOD             IN-127
 ME1301  HISTORY     - 20220223 GOOD             IN-127
 ME1301
 ME1301                          STATION DESCRIPTION
 ME1301
 ME1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1301'1.6 MI W FROM KOUTS.
 ME1301'1.55 MILES WEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION WITH
 ME1301'STATE HIGHWAY 49 AT KOUTS, 0.35 MILE WEST OF THE ENTRANCE TO
 ME1301'THE KOUTS CEMETERY, AT A BLACK TOP CROSS ROAD, 98 FEET WEST OF
 ME1301'THE CENTER OF CROSS ROAD, 67 FEET EAST OF THE CENTER OF THE
 ME1301'DRIVEWAY TO THE LLOYD BIRKY FARM, 10 FEET WEST OF POWER POLE,
 ME1301'7.5 FEET WEST OF WHITE WITNESS POST, 1 FOOT BELOW LEVEL OF
 ME1301'HIGHWAY.  STANDARD DISK IN CONCRETE POST, PROJECTING 6 INCHES.
 ME1301
 ME1301                          STATION RECOVERY (2021)
 ME1301
 ME1301'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1301'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND STATE HIGHWAY 49 IN
 ME1301'KOUTS, GO WEST ON HIGHWAY 8 FOR 1.55 MI (2.49 KM) TO BAUM BRIDGE ROAD
 ME1301'AND STATION IS ON THE RIGHT, 98 FT (29.9 M) WEST OF CENTER OF BAUM
 ME1301'BRIDGE ROAD, 68 FT (20.7 M) EAST OF CENTER OF GRAVEL DRIVE, ABOUT 43
 ME1301'FT (13.1 M) NORTH OF HIGHWAY 8, 12.7 FT (3.9 M) WEST OF RIGHT-OF-WAY
 ME1301'MARKER, SOUTH 55 DEG WEST, 39.3 FT (12.0 M) FROM 38 INCH ELM TREE.
 ME1301'STATION IS DISK IN CONCRETE AT SURFACE.  A BERNTSEN MAGNET WAS SET
 ME1301'ALONG NORTH FACE OF MONUMENT BASE.
 ME1301
 ME1301                          STATION RECOVERY (2022)
 ME1301
 ME1301'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1301'FROM THE JUNCTION OF STATE HIGHWAY 8 AND STATE HIGHWAY 49 IN KOUTS, GO
 ME1301'WEST ON HIGHWAY 8 FOR 1.55 MILES TO BAUM BRIDGE ROAD, AND STATION IN
 ME1301'ON RIGHT, 98 FEET WEST OF CENTER OF BAUM BRIDGE ROAD, 68 FEET EAST OF
 ME1301'CENTER OF GRAVEL DRIVE, ABOUT 43 FEET NORTH OF HIGHWAY 8, 12.7 FEET
 ME1301'WEST OF RIGHT OF WAY MARKER, SOUTH 55 DEG WEST, 39.3 FEET FROM 38 INCH
 ME1301'ELM TREE. STATION IS IN CONCRETE AT SURFACE. A BERNTSEN MAGNET WAS SET
 ME1301'ALONG NORTH FACE OF MONUMENT BASE. SEE OPUS SOLUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0599 ***********************************************************************
 ME0599  DESIGNATION -  N 142
 ME0599  PID         -  ME0599
 ME0599  STATE/COUNTY-  IN/LA PORTE
 ME0599  COUNTRY     -  US
 ME0599  USGS QUAD   -  HANNA (2019)
 ME0599
 ME0599                         *CURRENT SURVEY CONTROL
 ME0599  ______________________________________________________________________
 ME0599* NAD 83(1986) POSITION- 41 24 03.     (N) 086 46 30.     (W)   SCALED
 ME0599* NAVD 88 ORTHO HEIGHT -   212.878 (meters)      698.42  (feet) ADJUSTED
 ME0599  ______________________________________________________________________
 ME0599  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 ME0599  DYNAMIC HEIGHT  -        212.791 (meters)      698.13  (feet) COMP
 ME0599  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 ME0599
 ME0599  VERT ORDER      -  SECOND    CLASS 0
 ME0599
 ME0599.The horizontal coordinates were scaled from a map and have
 ME0599.an estimated accuracy of +/- 6 seconds.
 ME0599
 ME0599.The orthometric height was determined by differential leveling and
 ME0599.adjusted by the NATIONAL GEODETIC SURVEY
 ME0599.in June 1991.
 ME0599
 ME0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0599.GEOID18 height accuracy estimate available here.
 ME0599
 ME0599.Click photographs - Photos may exist for this station.
 ME0599
 ME0599.The dynamic height is computed by dividing the NAVD 88
 ME0599.geopotential number by the normal gravity value computed on the
 ME0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0599.degrees latitude (g = 980.6199 gals.).
 ME0599
 ME0599.The modeled gravity was interpolated from observed gravity values.
 ME0599
 ME0599;                    North         East    Units  Estimated Accuracy
 ME0599;SPC IN W     -   683,120.      925,780.      MT  (+/- 180 meters Scaled)
 ME0599
 ME0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL188832(NAD 83)
 ME0599
 ME0599                          SUPERSEDED SURVEY CONTROL
 ME0599
 ME0599  NGVD 29 (??/??/92)  212.964  (m)          698.70   (f) ADJ UNCH    2 0
 ME0599
 ME0599.Superseded values are not recommended for survey control.
 ME0599
 ME0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0599.See file dsdata.pdf to determine how the superseded data were derived.
 ME0599
 ME0599_MARKER: DB = BENCH MARK DISK
 ME0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0599_STAMPING: N 142 1946
 ME0599_MARK LOGO: CGS
 ME0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0599+STABILITY: SURFACE MOTION
 ME0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0599+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0599
 ME0599  HISTORY     - Date     Condition        Report By
 ME0599  HISTORY     - 1946     MONUMENTED       CGS
 ME0599  HISTORY     - 19920901 GOOD             NGS
 ME0599  HISTORY     - 20071103 GOOD             GEOCAC
 ME0599
 ME0599                          STATION DESCRIPTION
 ME0599
 ME0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0599'1 MI SE FROM HANNA.
 ME0599'ABOUT 1.0 MILE SOUTHEAST AND SOUTH ALONG A PAVED ROAD FROM THE
 ME0599'PENNSYLVANIA RAILROAD STATION AT HANNA, ABOUT 0.25 MILE SOUTH OF
 ME0599'A T ROAD LEADING EAST, SET AT THE SOUTHWEST CORNER OF A BARN
 ME0599'YARD, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN,
 ME0599'61 FEET SOUTHWEST OF THE WEST FACE OF THE CONCRETE SILO, 23 FEET
 ME0599'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE POST
 ME0599'AT A T FENCE EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME0599'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ME0599'POST PROJECTING ABOUT 6 INCHES.
 ME0599
 ME0599                          STATION RECOVERY (1992)
 ME0599
 ME0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0599'0.4 KM (0.25 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0599'IN HANNA, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG WHEELER STREET,
 ME0599'THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG 400 WEST ROAD, 21.0 M
 ME0599'(68.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 7.3 M
 ME0599'(24.0 FT) EAST OF THE ROAD CENTERLINE, 2.3 M (7.5 FT) NORTHEAST OF A
 ME0599'WITNESS POST AND THE END OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 ME0599'OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 ME0599'GROUND SURFACE.
 ME0599
 ME0599                          STATION RECOVERY (2007)
 ME0599
 ME0599'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3587 ***********************************************************************
 AI3587  DESIGNATION -  N 143 RESET
 AI3587  PID         -  AI3587
 AI3587  STATE/COUNTY-  IN/PORTER
 AI3587  COUNTRY     -  US
 AI3587  USGS QUAD   -  KOUTS (2019)
 AI3587
 AI3587                         *CURRENT SURVEY CONTROL
 AI3587  ______________________________________________________________________
 AI3587* NAD 83(1986) POSITION- 41 15 15.     (N) 087 01 59.     (W)   SCALED
 AI3587* NAVD 88 ORTHO HEIGHT -   203.15  (meters)      666.5   (feet) RESET
 AI3587  ______________________________________________________________________
 AI3587  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 AI3587  VERT ORDER      -  THIRD
 AI3587
 AI3587.The horizontal coordinates were scaled from a map and have
 AI3587.an estimated accuracy of +/- 6 seconds.
 AI3587
 AI3587.The orthometric height was computed from unverified reset data.
 AI3587
 AI3587.No vertical observational check was made to the station.
 AI3587
 AI3587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3587.GEOID18 height accuracy estimate available here.
 AI3587
 AI3587.Click photographs - Photos may exist for this station.
 AI3587
 AI3587;                    North         East    Units  Estimated Accuracy
 AI3587;SPC IN W     -   666,790.      904,210.      MT  (+/- 180 meters Scaled)
 AI3587
 AI3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL972669(NAD 83)
 AI3587
 AI3587                          SUPERSEDED SURVEY CONTROL
 AI3587
 AI3587.No superseded survey control is available for this station.
 AI3587
 AI3587_MARKER: DV = VERTICAL CONTROL DISK
 AI3587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3587_SP_SET: ABUTMENT WINGWALL
 AI3587_STAMPING: N 143 RESET 1996
 AI3587_MARK LOGO: NGS
 AI3587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3587+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2022
 AI3587
 AI3587  HISTORY     - Date     Condition        Report By
 AI3587  HISTORY     - 1996     MONUMENTED       INDOT
 AI3587  HISTORY     - 20221206 GOOD             IN-127
 AI3587
 AI3587                          STATION DESCRIPTION
 AI3587
 AI3587'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 1996 (SG)
 AI3587'BENCH MARK LOCATED 4.7 MILES (7.6 KM) SOUTH ALONG STATE HIGHWAY 49
 AI3587'FROM ITS JUNCTION WITH STATE HIGHWAY 8 IN KOUTS, IN THE TOP OF THE
 AI3587'EAST END OF THE ABUTMENT WINGWALL, 18 FEET (5.5 M) EAST AND ABOUT 4
 AI3587'INCHES HIGHER THAN THE CENTER OF THE HIGHWAY.
 AI3587
 AI3587                          STATION RECOVERY (2022)
 AI3587
 AI3587'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 AI3587'THE DISK FOR ME1328 (N143) WAS LOST AFTER 1971 AND APPEARS TO HAVE
 AI3587'BEEN REPLACED WITH A DISK STAMPED N 143 RESET AT THE SAME POSITION AS
 AI3587'PER DATA SHEETS FOR EACH IN 1996 BY INDIANA DEPARTMENT OF
 AI3587'TRANSPORTATION.  THE ATTACHED PICTURE OF AI3587 (N143 RESET) SHOWS AN
 AI3587'AREA ALONG THE RIGHT SIDE WHERE THE FORMER DISK FOR ME1328 (N143) WAS
 AI3587'SET IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0368 ***********************************************************************
 ME0368  DESIGNATION -  N 144
 ME0368  PID         -  ME0368
 ME0368  STATE/COUNTY-  IN/MARSHALL
 ME0368  COUNTRY     -  US
 ME0368  USGS QUAD   -  PLYMOUTH (2019)
 ME0368
 ME0368                         *CURRENT SURVEY CONTROL
 ME0368  ______________________________________________________________________
 ME0368* NAD 83(1986) POSITION- 41 18 39.     (N) 086 17 11.     (W)   SCALED
 ME0368* NAVD 88 ORTHO HEIGHT -   258.162 (meters)      846.99  (feet) ADJUSTED
 ME0368  ______________________________________________________________________
 ME0368  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME0368  DYNAMIC HEIGHT  -        258.053 (meters)      846.63  (feet) COMP
 ME0368  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 ME0368
 ME0368  VERT ORDER      -  SECOND    CLASS 0
 ME0368
 ME0368.The horizontal coordinates were scaled from a map and have
 ME0368.an estimated accuracy of +/- 6 seconds.
 ME0368
 ME0368.The orthometric height was determined by differential leveling and
 ME0368.adjusted by the NATIONAL GEODETIC SURVEY
 ME0368.in June 1991.
 ME0368
 ME0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0368.GEOID18 height accuracy estimate available here.
 ME0368
 ME0368.Click photographs - Photos may exist for this station.
 ME0368
 ME0368.The dynamic height is computed by dividing the NAVD 88
 ME0368.geopotential number by the normal gravity value computed on the
 ME0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0368.degrees latitude (g = 980.6199 gals.).
 ME0368
 ME0368.The modeled gravity was interpolated from observed gravity values.
 ME0368
 ME0368;                    North         East    Units  Estimated Accuracy
 ME0368;SPC IN E     -   673,260.       48,110.      MT  (+/- 180 meters Scaled)
 ME0368
 ME0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL597735(NAD 83)
 ME0368
 ME0368                          SUPERSEDED SURVEY CONTROL
 ME0368
 ME0368  NGVD 29 (??/??/92)  258.280  (m)          847.37   (f) ADJ UNCH    2 0
 ME0368
 ME0368.Superseded values are not recommended for survey control.
 ME0368
 ME0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0368.See file dsdata.pdf to determine how the superseded data were derived.
 ME0368
 ME0368_MARKER: DB = BENCH MARK DISK
 ME0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0368_STAMPING: N 144 1946
 ME0368_MARK LOGO: CGS
 ME0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0368+STABILITY: SURFACE MOTION
 ME0368
 ME0368  HISTORY     - Date     Condition        Report By
 ME0368  HISTORY     - 1946     MONUMENTED       CGS
 ME0368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0368  HISTORY     - 19940721 GOOD             USPSQD
 ME0368
 ME0368                          STATION DESCRIPTION
 ME0368
 ME0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0368'2.6 MI S FROM PLYMOUTH.
 ME0368'ABOUT 2.6 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0368'WITH U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 0.4 MILE SOUTH OF THE
 ME0368'JUNCTION WITH A GRAVEL ROAD LEADING WEST, AT A WHITE FARM HOUSE
 ME0368'AND A CONCRETE BLOCK GARAGE ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 ME0368'49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 ME0368'EAST OF THE EAST CORNER OF THE GARAGE, 24 FEET NORTHWEST OF A
 ME0368'POWER LINE POLE NUMBER 278/029, 23 FEET SOUTHEAST OF A VERTICAL
 ME0368'RAIL CORNER FENCE POST, 1 FOOT NORTHEAST OF THE SOUTHWEST
 ME0368'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 ME0368'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 ME0368'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0368
 ME0368                          STATION RECOVERY (1988)
 ME0368
 ME0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0368'MARK NOT FOUND.
 ME0368
 ME0368                          STATION RECOVERY (1994)
 ME0368
 ME0368'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1239 ***********************************************************************
 MD1239  DESIGNATION -  N 145
 MD1239  PID         -  MD1239
 MD1239  STATE/COUNTY-  IN/KOSCIUSKO
 MD1239  COUNTRY     -  US
 MD1239  USGS QUAD   -  BURKET (2019)
 MD1239
 MD1239                         *CURRENT SURVEY CONTROL
 MD1239  ______________________________________________________________________
 MD1239* NAD 83(1986) POSITION- 41 09 19.     (N) 085 55 08.     (W)   SCALED
 MD1239* NAVD 88 ORTHO HEIGHT -   259.457 (meters)      851.24  (feet) ADJUSTED
 MD1239  ______________________________________________________________________
 MD1239  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 MD1239  DYNAMIC HEIGHT  -        259.344 (meters)      850.86  (feet) COMP
 MD1239  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 MD1239
 MD1239  VERT ORDER      -  SECOND    CLASS 0
 MD1239
 MD1239.The horizontal coordinates were scaled from a map and have
 MD1239.an estimated accuracy of +/- 6 seconds.
 MD1239
 MD1239.The orthometric height was determined by differential leveling and
 MD1239.adjusted by the NATIONAL GEODETIC SURVEY
 MD1239.in June 1991.
 MD1239
 MD1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1239.GEOID18 height accuracy estimate available here.
 MD1239
 MD1239.Click photographs - Photos may exist for this station.
 MD1239
 MD1239.The dynamic height is computed by dividing the NAVD 88
 MD1239.geopotential number by the normal gravity value computed on the
 MD1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1239.degrees latitude (g = 980.6199 gals.).
 MD1239
 MD1239.The modeled gravity was interpolated from observed gravity values.
 MD1239
 MD1239;                    North         East    Units  Estimated Accuracy
 MD1239;SPC IN E     -   655,830.       78,830.      MT  (+/- 180 meters Scaled)
 MD1239
 MD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL907565(NAD 83)
 MD1239
 MD1239                          SUPERSEDED SURVEY CONTROL
 MD1239
 MD1239  NGVD 29 (??/??/92)  259.588  (m)          851.67   (f) ADJ UNCH    2 0
 MD1239
 MD1239.Superseded values are not recommended for survey control.
 MD1239
 MD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1239.See file dsdata.pdf to determine how the superseded data were derived.
 MD1239
 MD1239_MARKER: DB = BENCH MARK DISK
 MD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1239_STAMPING: N 145 1946
 MD1239_MARK LOGO: CGS
 MD1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1239+STABILITY: SURFACE MOTION
 MD1239
 MD1239  HISTORY     - Date     Condition        Report By
 MD1239  HISTORY     - 1946     MONUMENTED       CGS
 MD1239
 MD1239                          STATION DESCRIPTION
 MD1239
 MD1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1239'2.8 MI E FROM BURKET.
 MD1239'2.75 MILES EAST ALONG THE BURKET-CLAYPOOL ROAD FROM THE SCHOOL
 MD1239'AT BURKET, AT THE INTERSECTION WITH A NORTH-SOUTH ROAD, 119
 MD1239'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD RED BRICK
 MD1239'SCHOOL BUILDING NOW OCCUPIED AS A FARM RESIDENCE, 89 FEET WEST
 MD1239'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 52 FEET SOUTH OF THE
 MD1239'CENTER LINE OF THE EAST-WEST ROAD, 11.5 FEET EAST OF A 12-INCH
 MD1239'CATALPA TREE, 37 FEET EAST-SOUTHEAST OF AN IRON WELL PUMP, 2
 MD1239'FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE ROAD
 MD1239'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1239'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1036 ***********************************************************************
 LB1036  DESIGNATION -  N 147
 LB1036  PID         -  LB1036
 LB1036  STATE/COUNTY-  IN/CARROLL
 LB1036  COUNTRY     -  US
 LB1036  USGS QUAD   -  YEOMAN (2019)
 LB1036
 LB1036                         *CURRENT SURVEY CONTROL
 LB1036  ______________________________________________________________________
 LB1036* NAD 83(1986) POSITION- 40 39 17.     (N) 086 44 03.     (W)   SCALED
 LB1036* NAVD 88 ORTHO HEIGHT -   199.508 (meters)      654.55  (feet) ADJUSTED
 LB1036  ______________________________________________________________________
 LB1036  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 LB1036  DYNAMIC HEIGHT  -        199.414 (meters)      654.24  (feet) COMP
 LB1036  MODELED GRAVITY -    980,146.1   (mgal)                       NAVD 88
 LB1036
 LB1036  VERT ORDER      -  SECOND    CLASS 0
 LB1036
 LB1036.The horizontal coordinates were scaled from a map and have
 LB1036.an estimated accuracy of +/- 6 seconds.
 LB1036
 LB1036.The orthometric height was determined by differential leveling and
 LB1036.adjusted by the NATIONAL GEODETIC SURVEY
 LB1036.in June 1991.
 LB1036
 LB1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1036.GEOID18 height accuracy estimate available here.
 LB1036
 LB1036.Click photographs - Photos may exist for this station.
 LB1036
 LB1036.The dynamic height is computed by dividing the NAVD 88
 LB1036.geopotential number by the normal gravity value computed on the
 LB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1036.degrees latitude (g = 980.6199 gals.).
 LB1036
 LB1036.The modeled gravity was interpolated from observed gravity values.
 LB1036
 LB1036;                    North         East    Units  Estimated Accuracy
 LB1036;SPC IN W     -   600,280.      929,530.      MT  (+/- 180 meters Scaled)
 LB1036
 LB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL224004(NAD 83)
 LB1036
 LB1036                          SUPERSEDED SURVEY CONTROL
 LB1036
 LB1036  NGVD 29 (??/??/92)  199.616  (m)          654.91   (f) ADJ UNCH    2 0
 LB1036
 LB1036.Superseded values are not recommended for survey control.
 LB1036
 LB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1036.See file dsdata.pdf to determine how the superseded data were derived.
 LB1036
 LB1036_MARKER: DB = BENCH MARK DISK
 LB1036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1036_SP_SET: BOX CULVERT HEADWALL
 LB1036_STAMPING: N 147 1946
 LB1036_MARK LOGO: CGS
 LB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1036+STABILITY: SURFACE MOTION
 LB1036
 LB1036  HISTORY     - Date     Condition        Report By
 LB1036  HISTORY     - 1946     MONUMENTED       CGS
 LB1036
 LB1036                          STATION DESCRIPTION
 LB1036
 LB1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1036'6.5 MI S FROM MONTICELLO.
 LB1036'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1036'COURT HOUSE AT MONTICELLO, AND ABOUT 7.35 MILES NORTHWEST OF
 LB1036'THE COUNTY COURT HOUSE AT DELPHI, ABOUT 0.5 MILE SOUTH OF THE
 LB1036'JUNCTION WITH A PAVED ROAD LEADING WEST, SET IN THE CENTER OF THE
 LB1036'TOP OF THE WEST HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT,
 LB1036'24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 LB1036'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 147 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0968 ***********************************************************************
 ME0968  DESIGNATION -  N 149
 ME0968  PID         -  ME0968
 ME0968  STATE/COUNTY-  IN/PORTER
 ME0968  COUNTRY     -  US
 ME0968  USGS QUAD   -  PORTAGE (2019)
 ME0968
 ME0968                         *CURRENT SURVEY CONTROL
 ME0968  ______________________________________________________________________
 ME0968* NAD 83(1986) POSITION- 41 31 30.     (N) 087 13 13.     (W)   SCALED
 ME0968* NAVD 88 ORTHO HEIGHT -   192.155 (meters)      630.43  (feet) ADJUSTED
 ME0968  ______________________________________________________________________
 ME0968  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME0968  DYNAMIC HEIGHT  -        192.081 (meters)      630.19  (feet) COMP
 ME0968  MODELED GRAVITY -    980,234.9   (mgal)                       NAVD 88
 ME0968
 ME0968  VERT ORDER      -  FIRST     CLASS I
 ME0968
 ME0968.The horizontal coordinates were scaled from a map and have
 ME0968.an estimated accuracy of +/- 6 seconds.
 ME0968
 ME0968.The orthometric height was determined by differential leveling and
 ME0968.adjusted by the NATIONAL GEODETIC SURVEY
 ME0968.in June 1991.
 ME0968
 ME0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0968.GEOID18 height accuracy estimate available here.
 ME0968
 ME0968.Click photographs - Photos may exist for this station.
 ME0968
 ME0968.The dynamic height is computed by dividing the NAVD 88
 ME0968.geopotential number by the normal gravity value computed on the
 ME0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0968.degrees latitude (g = 980.6199 gals.).
 ME0968
 ME0968.The modeled gravity was interpolated from observed gravity values.
 ME0968
 ME0968;                    North         East    Units  Estimated Accuracy
 ME0968;SPC IN W     -   696,870.      888,570.      MT  (+/- 180 meters Scaled)
 ME0968
 ME0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL816970(NAD 83)
 ME0968
 ME0968                          SUPERSEDED SURVEY CONTROL
 ME0968
 ME0968  NGVD 29 (??/??/92)  192.244  (m)          630.72   (f) ADJ UNCH    1 1
 ME0968
 ME0968.Superseded values are not recommended for survey control.
 ME0968
 ME0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0968.See file dsdata.pdf to determine how the superseded data were derived.
 ME0968
 ME0968_MARKER: DB = BENCH MARK DISK
 ME0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0968_STAMPING: N 149 1946
 ME0968_MARK LOGO: CGS
 ME0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0968+STABILITY: SURFACE MOTION
 ME0968
 ME0968  HISTORY     - Date     Condition        Report By
 ME0968  HISTORY     - 1946     MONUMENTED       CGS
 ME0968  HISTORY     - 1968     GOOD             CGS
 ME0968  HISTORY     - 19920902 MARK NOT FOUND   NGS
 ME0968
 ME0968                          STATION DESCRIPTION
 ME0968
 ME0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0968'1.5 MI SE FROM HOBART.
 ME0968'ABOUT 1.5 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0968'THE STATION AT HOBART, ABOUT 2.35 MILES NORTHWEST ALONG THE
 ME0968'PENN CENTRAL RAILROAD FROM THE CROSSING OF PARK AVENUE AT
 ME0968'WHEELER, AT THE CROSSING OF LAKE-PORTER COUNTY LINE ROAD, 121
 ME0968'FEET WEST AND ACROSS THE TRACKS FROM MILEPOST 433, 32 FEET SOUTH
 ME0968'OF A COUNTY LINE IRON MARKER POST, 32 1/2 FEET EAST OF THE
 ME0968'CENTER LINE OF THE COUNTY LINE ROAD, 30 FEET SOUTHWEST OF THE
 ME0968'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 4 FEET BELOW THE LEVEL
 ME0968'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 ME0968'UNDERGROUND.  SEC 34, T 36 N, R 7 W.
 ME0968
 ME0968                          STATION RECOVERY (1992)
 ME0968
 ME0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0968'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0070 ***********************************************************************
 ME0070  DESIGNATION -  N 15
 ME0070  PID         -  ME0070
 ME0070  STATE/COUNTY-  IN/ELKHART
 ME0070  COUNTRY     -  US
 ME0070  USGS QUAD   -  OSCEOLA (2019)
 ME0070
 ME0070                         *CURRENT SURVEY CONTROL
 ME0070  ______________________________________________________________________
 ME0070* NAD 83(1986) POSITION- 41 42 36.     (N) 086 01 25.     (W)   SCALED
 ME0070* NAVD 88 ORTHO HEIGHT -   232.920 (meters)      764.17  (feet) ADJUSTED
 ME0070  ______________________________________________________________________
 ME0070  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 ME0070  DYNAMIC HEIGHT  -        232.831 (meters)      763.88  (feet) COMP
 ME0070  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 ME0070
 ME0070  VERT ORDER      -  FIRST     CLASS II
 ME0070
 ME0070.The horizontal coordinates were scaled from a map and have
 ME0070.an estimated accuracy of +/- 6 seconds.
 ME0070
 ME0070.The orthometric height was determined by differential leveling and
 ME0070.adjusted by the NATIONAL GEODETIC SURVEY
 ME0070.in June 1991.
 ME0070
 ME0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0070.GEOID18 height accuracy estimate available here.
 ME0070
 ME0070.Click photographs - Photos may exist for this station.
 ME0070
 ME0070.The dynamic height is computed by dividing the NAVD 88
 ME0070.geopotential number by the normal gravity value computed on the
 ME0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0070.degrees latitude (g = 980.6199 gals.).
 ME0070
 ME0070.The modeled gravity was interpolated from observed gravity values.
 ME0070
 ME0070;                    North         East    Units  Estimated Accuracy
 ME0070;SPC IN E     -   717,470.       70,290.      MT  (+/- 180 meters Scaled)
 ME0070
 ME0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM812180(NAD 83)
 ME0070
 ME0070                          SUPERSEDED SURVEY CONTROL
 ME0070
 ME0070  NGVD 29 (??/??/92)  233.049  (m)          764.59   (f) ADJ UNCH    1 2
 ME0070
 ME0070.Superseded values are not recommended for survey control.
 ME0070
 ME0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0070.See file dsdata.pdf to determine how the superseded data were derived.
 ME0070
 ME0070_MARKER: DB = BENCH MARK DISK
 ME0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0070_STAMPING: 764.595 N 15 1930
 ME0070_MARK LOGO: CGS
 ME0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0070+STABILITY: SURFACE MOTION
 ME0070
 ME0070  HISTORY     - Date     Condition        Report By
 ME0070  HISTORY     - 1930     MONUMENTED       CGS
 ME0070  HISTORY     - 1935     GOOD             USGS
 ME0070
 ME0070                          STATION DESCRIPTION
 ME0070
 ME0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ME0070'4.4 MI NW FROM ELKHART.
 ME0070'4.4 MILES NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 ME0070'ST. LOUIS RAILWAY FROM ELKHART, ELKHART COUNTY, BETWEEN MILEPOST 40 AN
 ME0070'41, ABOUT 150 FEET NORTHWEST OF A WHITE FARMHOUSE NEAR THE
 ME0070'CROSSING OF THE EDWARDS GRAVEL ROAD, 27-1/2 FEET SOUTHWEST OF
 ME0070'THE SOUTHWEST RAIL, 2-1/4 FEET NORTHEAST OF THE SOUTHWEST
 ME0070'RIGHT-OF-WAY FENCE, AND 6-1/2 FEET SOUTH OF POLE 4120.  A
 ME0070'STANDARD DISK, STAMPED 764.595 N 15 1930 AND SET IN THE TOP OF
 ME0070'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0070
 ME0070                          STATION RECOVERY (1935)
 ME0070
 ME0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 ME0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0546 ***********************************************************************
 ME0546  DESIGNATION -  N 150
 ME0546  PID         -  ME0546
 ME0546  STATE/COUNTY-  IN/LA PORTE
 ME0546  COUNTRY     -  US
 ME0546  USGS QUAD   -  HANNA (2019)
 ME0546
 ME0546                         *CURRENT SURVEY CONTROL
 ME0546  ______________________________________________________________________
 ME0546* NAD 83(1986) POSITION- 41 24 36.     (N) 086 46 10.     (W)   SCALED
 ME0546* NAVD 88 ORTHO HEIGHT -   211.648 (meters)      694.38  (feet) ADJUSTED
 ME0546  ______________________________________________________________________
 ME0546  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 ME0546  DYNAMIC HEIGHT  -        211.561 (meters)      694.10  (feet) COMP
 ME0546  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 ME0546
 ME0546  VERT ORDER      -  FIRST     CLASS I
 ME0546
 ME0546.The horizontal coordinates were scaled from a map and have
 ME0546.an estimated accuracy of +/- 6 seconds.
 ME0546
 ME0546.The orthometric height was determined by differential leveling and
 ME0546.adjusted by the NATIONAL GEODETIC SURVEY
 ME0546.in April 1995.
 ME0546
 ME0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0546.GEOID18 height accuracy estimate available here.
 ME0546
 ME0546.Click photographs - Photos may exist for this station.
 ME0546
 ME0546.The dynamic height is computed by dividing the NAVD 88
 ME0546.geopotential number by the normal gravity value computed on the
 ME0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0546.degrees latitude (g = 980.6199 gals.).
 ME0546
 ME0546.The modeled gravity was interpolated from observed gravity values.
 ME0546
 ME0546;                    North         East    Units  Estimated Accuracy
 ME0546;SPC IN W     -   684,140.      926,240.      MT  (+/- 180 meters Scaled)
 ME0546
 ME0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL192842(NAD 83)
 ME0546
 ME0546                          SUPERSEDED SURVEY CONTROL
 ME0546
 ME0546  NAVD 88 (06/15/91)  211.637  (m)          694.35   (f) SUPERSEDED  1 1
 ME0546  NGVD 29 (01/19/93)  211.748  (m)          694.71   (f) ADJUSTED    1 1
 ME0546  NGVD 29 (??/??/92)  211.736  (m)          694.67   (f) SUPERSEDED  1 1
 ME0546
 ME0546.Superseded values are not recommended for survey control.
 ME0546
 ME0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0546.See file dsdata.pdf to determine how the superseded data were derived.
 ME0546
 ME0546_MARKER: DB = BENCH MARK DISK
 ME0546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0546_SP_SET: HEADWALL
 ME0546_STAMPING: N 150 1946
 ME0546_MARK LOGO: CGS
 ME0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0546+STABILITY: SURFACE MOTION
 ME0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0546+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0546
 ME0546  HISTORY     - Date     Condition        Report By
 ME0546  HISTORY     - 1946     MONUMENTED       CGS
 ME0546  HISTORY     - 1968     GOOD             CGS
 ME0546  HISTORY     - 19920907 GOOD             NGS
 ME0546
 ME0546                          STATION DESCRIPTION
 ME0546
 ME0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0546'0.6 MI E FROM HANNA.
 ME0546'ABOUT 0.6 MILE EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0546'CROSSING OF THOMPSON STREET AT HANNA, ABOUT 2 1/2 RAILS WEST OF
 ME0546'MILEPOST 408, SET ON THE TOP OF THE WEST END OF THE NORTH HEAD
 ME0546'WALL OF A 25 FOOT CONCRETE AND STEEL RAILROAD BRIDGE OVER SHELDON
 ME0546'DITCH, 9 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 ME0546'0.9 FOOT EAST OF THE WEST END OF THE HEAD WALL AND 1 1/2 FEET
 ME0546'BELOW THE LEVEL OF THE TRACK.  SEC 9, T 34 N, R 3 W.
 ME0546
 ME0546                          STATION RECOVERY (1992)
 ME0546
 ME0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0546'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0546'IN HANNA, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG OLD HIGHWAY 30, IN
 ME0546'TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 ME0546'HEADWALL OF A CONRAIL RAILROAD BRIDGE SPANNING A DITCH, 21.6 M
 ME0546'(70.9 FT) SOUTH OF THE HIGHWAY CENTER, 6.8 M (22.3 FT) NORTH OF THE
 ME0546'NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 ME0546'NOTE--THE DISK HAS BEEN OBLITERATED AND THE STAMPING IS VERY DIM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0771 ***********************************************************************
 ME0771  DESIGNATION -  N 152
 ME0771  PID         -  ME0771
 ME0771  STATE/COUNTY-  IN/LA PORTE
 ME0771  COUNTRY     -  US
 ME0771  USGS QUAD   -  LAPORTE WEST (2019)
 ME0771
 ME0771                         *CURRENT SURVEY CONTROL
 ME0771  ______________________________________________________________________
 ME0771* NAD 83(1986) POSITION- 41 35 28.     (N) 086 45 16.     (W)   SCALED
 ME0771* NAVD 88 ORTHO HEIGHT -   249.099 (meters)      817.25  (feet) ADJUSTED
 ME0771  ______________________________________________________________________
 ME0771  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME0771  DYNAMIC HEIGHT  -        249.002 (meters)      816.93  (feet) COMP
 ME0771  MODELED GRAVITY -    980,226.3   (mgal)                       NAVD 88
 ME0771
 ME0771  VERT ORDER      -  SECOND    CLASS 0
 ME0771
 ME0771.The horizontal coordinates were scaled from a map and have
 ME0771.an estimated accuracy of +/- 6 seconds.
 ME0771
 ME0771.The orthometric height was determined by differential leveling and
 ME0771.adjusted by the NATIONAL GEODETIC SURVEY
 ME0771.in June 1991.
 ME0771
 ME0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0771.GEOID18 height accuracy estimate available here.
 ME0771
 ME0771.Click photographs - Photos may exist for this station.
 ME0771
 ME0771.The dynamic height is computed by dividing the NAVD 88
 ME0771.geopotential number by the normal gravity value computed on the
 ME0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0771.degrees latitude (g = 980.6199 gals.).
 ME0771
 ME0771.The modeled gravity was interpolated from observed gravity values.
 ME0771
 ME0771;                    North         East    Units  Estimated Accuracy
 ME0771;SPC IN W     -   704,260.      927,420.      MT  (+/- 180 meters Scaled)
 ME0771
 ME0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM204044(NAD 83)
 ME0771
 ME0771                          SUPERSEDED SURVEY CONTROL
 ME0771
 ME0771  NGVD 29 (??/??/92)  249.198  (m)          817.58   (f) ADJ UNCH    2 0
 ME0771
 ME0771.Superseded values are not recommended for survey control.
 ME0771
 ME0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0771.See file dsdata.pdf to determine how the superseded data were derived.
 ME0771
 ME0771_MARKER: DB = BENCH MARK DISK
 ME0771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0771_SP_SET: CATTLE PASS
 ME0771_STAMPING: N 152 1946
 ME0771_MARK LOGO: CGS
 ME0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0771+STABILITY: SURFACE MOTION
 ME0771
 ME0771  HISTORY     - Date     Condition        Report By
 ME0771  HISTORY     - 1946     MONUMENTED       CGS
 ME0771  HISTORY     - 20130322 MARK NOT FOUND   INDOT
 ME0771
 ME0771                          STATION DESCRIPTION
 ME0771
 ME0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0771'2.4 MI SW FROM LA PORTE.
 ME0771'ABOUT 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0771'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, ABOUT 150 YARDS WEST
 ME0771'OF THE ENTRANCE ROAD TO THE LA PORTE COUNTY FARM, AT A 5- BY
 ME0771'7-FOOT CONCRETE CATTLE PASS, IN THE CENTER OF THE TOP OF THE NORTH
 ME0771'CONCRETE RAILING, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ME0771'AND 2.6 FEET ABOVE THE HIGHWAY.  A BRONZE DISK, STAMPED N 152 1946.
 ME0771
 ME0771                          STATION RECOVERY (2013)
 ME0771
 ME0771'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0771'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0487 ***********************************************************************
 ME0487  DESIGNATION -  N 153
 ME0487  PID         -  ME0487
 ME0487  STATE/COUNTY-  IN/LA PORTE
 ME0487  COUNTRY     -  US
 ME0487  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0487
 ME0487                         *CURRENT SURVEY CONTROL
 ME0487  ______________________________________________________________________
 ME0487* NAD 83(1986) POSITION- 41 29 27.     (N) 086 44 33.     (W)   SCALED
 ME0487* NAVD 88 ORTHO HEIGHT -   222.202 (meters)      729.01  (feet) ADJUSTED
 ME0487  ______________________________________________________________________
 ME0487  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 ME0487  DYNAMIC HEIGHT  -        222.113 (meters)      728.72  (feet) COMP
 ME0487  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 ME0487
 ME0487  VERT ORDER      -  SECOND    CLASS 0
 ME0487
 ME0487.The horizontal coordinates were scaled from a map and have
 ME0487.an estimated accuracy of +/- 6 seconds.
 ME0487
 ME0487.The orthometric height was determined by differential leveling and
 ME0487.adjusted by the NATIONAL GEODETIC SURVEY
 ME0487.in June 1991.
 ME0487
 ME0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0487.GEOID18 height accuracy estimate available here.
 ME0487
 ME0487.Click photographs - Photos may exist for this station.
 ME0487
 ME0487.The dynamic height is computed by dividing the NAVD 88
 ME0487.geopotential number by the normal gravity value computed on the
 ME0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0487.degrees latitude (g = 980.6199 gals.).
 ME0487
 ME0487.The modeled gravity was interpolated from observed gravity values.
 ME0487
 ME0487;                    North         East    Units  Estimated Accuracy
 ME0487;SPC IN W     -   693,120.      928,460.      MT  (+/- 180 meters Scaled)
 ME0487
 ME0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214932(NAD 83)
 ME0487
 ME0487                          SUPERSEDED SURVEY CONTROL
 ME0487
 ME0487  NGVD 29 (??/??/92)  222.305  (m)          729.35   (f) ADJ UNCH    2 0
 ME0487
 ME0487.Superseded values are not recommended for survey control.
 ME0487
 ME0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0487.See file dsdata.pdf to determine how the superseded data were derived.
 ME0487
 ME0487_MARKER: DB = BENCH MARK DISK
 ME0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0487_SP_SET: BRIDGE
 ME0487_STAMPING: N 153 1946
 ME0487_MARK LOGO: CGS
 ME0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0487
 ME0487  HISTORY     - Date     Condition        Report By
 ME0487  HISTORY     - 1946     MONUMENTED       CGS
 ME0487  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0487
 ME0487                          STATION DESCRIPTION
 ME0487
 ME0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0487'1.8 MI E FROM UNION MILLS.
 ME0487'ABOUT 1.8 MILES EAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 ME0487'UNION MILLS, LA PORTE COUNTY, ABOUT 0.8 MILE EAST OF THE JUNCTION
 ME0487'OF A TARVIA ROAD LEADING NORTH TO WELLSBORO, AT THE 30-FOOT
 ME0487'WOODEN-DECK BRIDGE OVER WAY DITCH, IN THE TOP OF THE SOUTHEAST
 ME0487'WING WALL, 10.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 ME0487'ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A BRONZE DISK, STAMPED
 ME0487'N 153 1946.
 ME0487
 ME0487                          STATION RECOVERY (1989)
 ME0487
 ME0487'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0055 ***********************************************************************
 ME0055  DESIGNATION -  N 154
 ME0055  PID         -  ME0055
 ME0055  STATE/COUNTY-  IN/ST JOSEPH
 ME0055  COUNTRY     -  US
 ME0055  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0055
 ME0055                         *CURRENT SURVEY CONTROL
 ME0055  ______________________________________________________________________
 ME0055* NAD 83(1986) POSITION- 41 32 03.     (N) 086 27 34.     (W)   SCALED
 ME0055* NAVD 88 ORTHO HEIGHT -   220.373 (meters)      723.01  (feet) ADJUSTED
 ME0055  ______________________________________________________________________
 ME0055  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME0055  DYNAMIC HEIGHT  -        220.286 (meters)      722.72  (feet) COMP
 ME0055  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 ME0055
 ME0055  VERT ORDER      -  SECOND    CLASS 0
 ME0055
 ME0055.The horizontal coordinates were scaled from a map and have
 ME0055.an estimated accuracy of +/- 6 seconds.
 ME0055
 ME0055.The orthometric height was determined by differential leveling and
 ME0055.adjusted by the NATIONAL GEODETIC SURVEY
 ME0055.in June 1991.
 ME0055
 ME0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0055.GEOID18 height accuracy estimate available here.
 ME0055
 ME0055.Click photographs - Photos may exist for this station.
 ME0055
 ME0055.The dynamic height is computed by dividing the NAVD 88
 ME0055.geopotential number by the normal gravity value computed on the
 ME0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0055.degrees latitude (g = 980.6199 gals.).
 ME0055
 ME0055.The modeled gravity was interpolated from observed gravity values.
 ME0055
 ME0055;                    North         East    Units  Estimated Accuracy
 ME0055;SPC IN E     -   698,180.       33,840.      MT  (+/- 180 meters Scaled)
 ME0055
 ME0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL450981(NAD 83)
 ME0055
 ME0055                          SUPERSEDED SURVEY CONTROL
 ME0055
 ME0055  NGVD 29 (??/??/92)  220.483  (m)          723.37   (f) ADJ UNCH    2 0
 ME0055
 ME0055.Superseded values are not recommended for survey control.
 ME0055
 ME0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0055.See file dsdata.pdf to determine how the superseded data were derived.
 ME0055
 ME0055_MARKER: DB = BENCH MARK DISK
 ME0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0055_STAMPING: N 154 1946
 ME0055_MARK LOGO: CGS
 ME0055_PROJECTION: FLUSH
 ME0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0055+STABILITY: SURFACE MOTION
 ME0055
 ME0055  HISTORY     - Date     Condition        Report By
 ME0055  HISTORY     - 1946     MONUMENTED       CGS
 ME0055  HISTORY     - 1955     GOOD             CGS
 ME0055  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 ME0055  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0055
 ME0055                          STATION DESCRIPTION
 ME0055
 ME0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0055'1.7 MI W FROM NORTH LIBERTY.
 ME0055'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 ME0055'STATE HIGHWAY 23 AT NORTH LIBERTY, ABOUT 1.0 MILE WEST OF THE
 ME0055'WEST LAWN CEMETERY, AT THE P SNYDERS FARM, 75 FEET NORTHEAST OF
 ME0055'THE NORTHEAST CORNER OF THE FARM HOUSE, 33 FEET SOUTH OF THE
 ME0055'CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A FENCE CORNER, 1 FOOT
 ME0055'NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 ME0055'POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 ME0055'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- DELETE AT THE P. SNYDER
 ME0055'FARM AND 16 FEET EAST OF A FENCE CORNER, ADD 19 FEET EAST OF A
 ME0055'POLE, AND LEVEL WITH THE GROUND.
 ME0055
 ME0055                          STATION RECOVERY (1955)
 ME0055
 ME0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 ME0055'RECOVERED IN GOOD CONDITION.
 ME0055
 ME0055                          STATION RECOVERY (1994)
 ME0055
 ME0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0055'MARK NOT FOUND.
 ME0055
 ME0055                          STATION RECOVERY (2001)
 ME0055
 ME0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0052 ***********************************************************************
 ME0052  DESIGNATION -  N 155
 ME0052  PID         -  ME0052
 ME0052  STATE/COUNTY-  IN/ST JOSEPH
 ME0052  COUNTRY     -  US
 ME0052  USGS QUAD   -  LYDICK (2019)
 ME0052
 ME0052                         *CURRENT SURVEY CONTROL
 ME0052  ______________________________________________________________________
 ME0052* NAD 83(1986) POSITION- 41 41 24.74   (N) 086 27 13.00   (W)   HD_HELD1
 ME0052* NAVD 88 ORTHO HEIGHT -   224.481 (meters)      736.48  (feet) ADJUSTED
 ME0052  ______________________________________________________________________
 ME0052  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME0052  DYNAMIC HEIGHT  -        224.395 (meters)      736.20  (feet) COMP
 ME0052  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 ME0052
 ME0052  VERT ORDER      -  SECOND    CLASS 0
 ME0052
 ME0052.The horizontal coordinates were determined by differentially corrected
 ME0052.hand held GPS observations or other comparable positioning techniques
 ME0052.and have an estimated accuracy of +/- 3 meters.
 ME0052
 ME0052.The orthometric height was determined by differential leveling and
 ME0052.adjusted by the NATIONAL GEODETIC SURVEY
 ME0052.in June 1991.
 ME0052
 ME0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0052.GEOID18 height accuracy estimate available here.
 ME0052
 ME0052.Click photographs - Photos may exist for this station.
 ME0052
 ME0052.The dynamic height is computed by dividing the NAVD 88
 ME0052.geopotential number by the normal gravity value computed on the
 ME0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0052.degrees latitude (g = 980.6199 gals.).
 ME0052
 ME0052.The modeled gravity was interpolated from observed gravity values.
 ME0052
 ME0052;                    North         East    Units  Estimated Accuracy
 ME0052;SPC IN E     -   715,509.5      34,487.7     MT  (+/- 3 meters HH1 GPS) 
 ME0052
 ME0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4546915525(NAD 83)
 ME0052
 ME0052                          SUPERSEDED SURVEY CONTROL
 ME0052
 ME0052  NGVD 29 (??/??/92)  224.585  (m)          736.83   (f) ADJ UNCH    2 0
 ME0052
 ME0052.Superseded values are not recommended for survey control.
 ME0052
 ME0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0052.See file dsdata.pdf to determine how the superseded data were derived.
 ME0052
 ME0052_MARKER: DB = BENCH MARK DISK
 ME0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0052_STAMPING: N 155 1946
 ME0052_MARK LOGO: CGS
 ME0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0052+STABILITY: SURFACE MOTION
 ME0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0052+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0052
 ME0052  HISTORY     - Date     Condition        Report By
 ME0052  HISTORY     - 1946     MONUMENTED       CGS
 ME0052  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0052  HISTORY     - 20171019 GOOD             LFA
 ME0052
 ME0052                          STATION DESCRIPTION
 ME0052
 ME0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0052'6.4 MI SE FROM NEW CARLISLE.
 ME0052'ABOUT 2.35 MILES SOUTH ALONG TIMOTHY ROAD FROM THE JUNCTION WITH
 ME0052'U.S. HIGHWAY 20 AT NEW CARLISLE, THENCE 2.8 MILES EAST ALONG
 ME0052'STATE HIGHWAY 2, THENCE 1.2 MILE NORTH ALONG SNOWBERRY ROAD, AT
 ME0052'GORDON AIRPORT, 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME0052'THE HANGER, 11 FEET NORTH OF THE CENTER LINE OF THE EXTENDED
 ME0052'CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 2.5 FEET SOUTH OF AN
 ME0052'EAST-WEST FENCE LINE ALONG THE NORTH FIELD BOUNDRY, 1 1/2 FEET
 ME0052'EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 ME0052'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0052
 ME0052                          STATION RECOVERY (1984)
 ME0052
 ME0052'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0052'MARK NOT FOUND.
 ME0052
 ME0052                          STATION RECOVERY (2017)
 ME0052
 ME0052'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0052'CONCRETE POST IS PROJECTING ABOUT 5 INCHES // THE AIRPORT, ENTRANCE
 ME0052'ROAD, WHITE WOODEN WITNESS POST AND FENCE NO LONGER EXIST. THE MARK IS
 ME0052'LOCATED IN A TREE ROW THAT RUNS EAST-WEST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1197 ***********************************************************************
 LB1197  DESIGNATION -  N 156
 LB1197  PID         -  LB1197
 LB1197  STATE/COUNTY-  IN/PULASKI
 LB1197  COUNTRY     -  US
 LB1197  USGS QUAD   -  FRANCESVILLE (2019)
 LB1197
 LB1197                         *CURRENT SURVEY CONTROL
 LB1197  ______________________________________________________________________
 LB1197* NAD 83(1986) POSITION- 40 56 29.     (N) 086 52 51.     (W)   SCALED
 LB1197* NAVD 88 ORTHO HEIGHT -   207.242 (meters)      679.93  (feet) ADJUSTED
 LB1197  ______________________________________________________________________
 LB1197  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 LB1197  DYNAMIC HEIGHT  -        207.150 (meters)      679.62  (feet) COMP
 LB1197  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 LB1197
 LB1197  VERT ORDER      -  SECOND    CLASS 0
 LB1197
 LB1197.The horizontal coordinates were scaled from a map and have
 LB1197.an estimated accuracy of +/- 6 seconds.
 LB1197
 LB1197.The orthometric height was determined by differential leveling and
 LB1197.adjusted by the NATIONAL GEODETIC SURVEY
 LB1197.in June 1991.
 LB1197
 LB1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1197.GEOID18 height accuracy estimate available here.
 LB1197
 LB1197.Click photographs - Photos may exist for this station.
 LB1197
 LB1197.The dynamic height is computed by dividing the NAVD 88
 LB1197.geopotential number by the normal gravity value computed on the
 LB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1197.degrees latitude (g = 980.6199 gals.).
 LB1197
 LB1197.The modeled gravity was interpolated from observed gravity values.
 LB1197
 LB1197;                    North         East    Units  Estimated Accuracy
 LB1197;SPC IN W     -   632,070.      917,050.      MT  (+/- 180 meters Scaled)
 LB1197
 LB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL100322(NAD 83)
 LB1197
 LB1197                          SUPERSEDED SURVEY CONTROL
 LB1197
 LB1197  NGVD 29 (??/??/92)  207.335  (m)          680.23   (f) ADJ UNCH    2 0
 LB1197
 LB1197.Superseded values are not recommended for survey control.
 LB1197
 LB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1197.See file dsdata.pdf to determine how the superseded data were derived.
 LB1197
 LB1197_MARKER: DB = BENCH MARK DISK
 LB1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1197_STAMPING: N 156 1946
 LB1197_MARK LOGO: CGS
 LB1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1197+STABILITY: SURFACE MOTION
 LB1197
 LB1197  HISTORY     - Date     Condition        Report By
 LB1197  HISTORY     - 1946     MONUMENTED       CGS
 LB1197
 LB1197                          STATION DESCRIPTION
 LB1197
 LB1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1197'2.9 MI S FROM FRANCESVILLE.
 LB1197'2.9 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1197'RAILWAY FROM THE STATION AT FRANCESVILLE, AT A GRAVEL-ROAD
 LB1197'CROSSING, 46.5 FEET WEST OF THE WEST RAIL OF THE TRACK, 26 FEET
 LB1197'NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF A FENCE
 LB1197'CORNER, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, ABOUT
 LB1197'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LB1197'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1420 ***********************************************************************
 ME1420  DESIGNATION -  N 157
 ME1420  PID         -  ME1420
 ME1420  STATE/COUNTY-  IN/JASPER
 ME1420  COUNTRY     -  US
 ME1420  USGS QUAD   -  PARR (2019)
 ME1420
 ME1420                         *CURRENT SURVEY CONTROL
 ME1420  ______________________________________________________________________
 ME1420* NAD 83(1986) POSITION- 41 01 37.     (N) 087 10 48.     (W)   SCALED
 ME1420* NAVD 88 ORTHO HEIGHT -   210.568 (meters)      690.84  (feet) ADJUSTED
 ME1420  ______________________________________________________________________
 ME1420  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 ME1420  DYNAMIC HEIGHT  -        210.478 (meters)      690.54  (feet) COMP
 ME1420  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 ME1420
 ME1420  VERT ORDER      -  SECOND    CLASS 0
 ME1420
 ME1420.The horizontal coordinates were scaled from a map and have
 ME1420.an estimated accuracy of +/- 6 seconds.
 ME1420
 ME1420.The orthometric height was determined by differential leveling and
 ME1420.adjusted by the NATIONAL GEODETIC SURVEY
 ME1420.in June 1991.
 ME1420
 ME1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1420.GEOID18 height accuracy estimate available here.
 ME1420
 ME1420.Click photographs - Photos may exist for this station.
 ME1420
 ME1420.The dynamic height is computed by dividing the NAVD 88
 ME1420.geopotential number by the normal gravity value computed on the
 ME1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1420.degrees latitude (g = 980.6199 gals.).
 ME1420
 ME1420.The modeled gravity was interpolated from observed gravity values.
 ME1420
 ME1420;                    North         East    Units  Estimated Accuracy
 ME1420;SPC IN W     -   641,560.      891,870.      MT  (+/- 180 meters Scaled)
 ME1420
 ME1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848417(NAD 83)
 ME1420
 ME1420                          SUPERSEDED SURVEY CONTROL
 ME1420
 ME1420  NGVD 29 (??/??/92)  210.655  (m)          691.12   (f) ADJ UNCH    2 0
 ME1420
 ME1420.Superseded values are not recommended for survey control.
 ME1420
 ME1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1420.See file dsdata.pdf to determine how the superseded data were derived.
 ME1420
 ME1420_MARKER: DB = BENCH MARK DISK
 ME1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1420_STAMPING: N 157 1946
 ME1420_MARK LOGO: CGS
 ME1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1420+STABILITY: SURFACE MOTION
 ME1420
 ME1420  HISTORY     - Date     Condition        Report By
 ME1420  HISTORY     - 1946     MONUMENTED       CGS
 ME1420  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1420
 ME1420                          STATION DESCRIPTION
 ME1420
 ME1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1420'2 MI E FROM PARR.
 ME1420'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1420'AT PARR, AT ROSEBUD, 34 FEET SOUTH OF THE CENTER LINE OF THE
 ME1420'HIGHWAY, 5.5 FEET WEST OF THE EXTENDED CENTER LINE OF A GRAVEL
 ME1420'ROAD LEADING NORTH TO VIRGIE, ABOUT 25 YARDS NORTHWEST OF THE
 ME1420'SITE OF AN OLD CHURCH BUILDING, 3.5 FEET WEST OF A POWER LINE
 ME1420'POLE, 1 FOOT NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE,
 ME1420'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME1420'POST PROJECTING ABOUT 4 INCHES.
 ME1420
 ME1420                          STATION RECOVERY (2012)
 ME1420
 ME1420'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1146 ***********************************************************************
 MD1146  DESIGNATION -  N 159
 MD1146  PID         -  MD1146
 MD1146  STATE/COUNTY-  IN/KOSCIUSKO
 MD1146  COUNTRY     -  US
 MD1146  USGS QUAD   -  MILFORD (2019)
 MD1146
 MD1146                         *CURRENT SURVEY CONTROL
 MD1146  ______________________________________________________________________
 MD1146* NAD 83(1986) POSITION- 41 25 54.     (N) 085 45 11.     (W)   SCALED
 MD1146* NAVD 88 ORTHO HEIGHT -   272.741 (meters)      894.82  (feet) ADJUSTED
 MD1146  ______________________________________________________________________
 MD1146  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 MD1146  DYNAMIC HEIGHT  -        272.630 (meters)      894.45  (feet) COMP
 MD1146  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 MD1146
 MD1146  VERT ORDER      -  SECOND    CLASS 0
 MD1146
 MD1146.The horizontal coordinates were scaled from a map and have
 MD1146.an estimated accuracy of +/- 6 seconds.
 MD1146
 MD1146.The orthometric height was determined by differential leveling and
 MD1146.adjusted by the NATIONAL GEODETIC SURVEY
 MD1146.in June 1991.
 MD1146
 MD1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1146.GEOID18 height accuracy estimate available here.
 MD1146
 MD1146.Click photographs - Photos may exist for this station.
 MD1146
 MD1146.The dynamic height is computed by dividing the NAVD 88
 MD1146.geopotential number by the normal gravity value computed on the
 MD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1146.degrees latitude (g = 980.6199 gals.).
 MD1146
 MD1146.The modeled gravity was interpolated from observed gravity values.
 MD1146
 MD1146;                    North         East    Units  Estimated Accuracy
 MD1146;SPC IN E     -   686,500.       92,780.      MT  (+/- 180 meters Scaled)
 MD1146
 MD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL041874(NAD 83)
 MD1146
 MD1146                          SUPERSEDED SURVEY CONTROL
 MD1146
 MD1146  NGVD 29 (??/??/92)  272.868  (m)          895.23   (f) ADJ UNCH    2 0
 MD1146
 MD1146.Superseded values are not recommended for survey control.
 MD1146
 MD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1146.See file dsdata.pdf to determine how the superseded data were derived.
 MD1146
 MD1146_MARKER: DB = BENCH MARK DISK
 MD1146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1146_SP_SET: CULVERT HEADWALL
 MD1146_STAMPING: N 159 1946
 MD1146_MARK LOGO: CGS
 MD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1146+STABILITY: SURFACE MOTION
 MD1146
 MD1146  HISTORY     - Date     Condition        Report By
 MD1146  HISTORY     - 1946     MONUMENTED       CGS
 MD1146  HISTORY     - 1973     MARK NOT FOUND   BRADY
 MD1146
 MD1146                          STATION DESCRIPTION
 MD1146
 MD1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1146'0.8 MI N FROM SYRACUSE.
 MD1146'0.8 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE BALTIMORE AND
 MD1146'OHIO RAILROAD STATION AT SYRACUSE, AT THE SYRACUSE CITY LIMITS,
 MD1146'AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 43.5 FEET NORTHWEST OF
 MD1146'THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST AND ACROSS THE
 MD1146'ROAD FROM THE CITY LIMIT SIGN, 16 FEET WEST OF THE CENTER LINE
 MD1146'OF THE NORTH-SOUTH ROAD, 14 FEET SOUTH OF POWER LINE POLE NO.
 MD1146'531/590, AND SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MD1146'HEAD WALL OF A 16 INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD,
 MD1146'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A DRILL HOLE.
 MD1146
 MD1146                          STATION RECOVERY (1973)
 MD1146
 MD1146'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 MD1146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1247 ***********************************************************************
 LB1247  DESIGNATION -  N 16
 LB1247  PID         -  LB1247
 LB1247  STATE/COUNTY-  IN/BENTON
 LB1247  COUNTRY     -  US
 LB1247  USGS QUAD   -  EARL PARK (2019)
 LB1247
 LB1247                         *CURRENT SURVEY CONTROL
 LB1247  ______________________________________________________________________
 LB1247* NAD 83(1997) POSITION- 40 42 29.47852(N) 087 26 55.01692(W)   ADJUSTED
 LB1247* NAVD 88 ORTHO HEIGHT -   231.937 (meters)      760.95  (feet) ADJUSTED
 LB1247  ______________________________________________________________________
 LB1247  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1247  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB1247  DYNAMIC HEIGHT  -        231.829 (meters)      760.59  (feet) COMP
 LB1247  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 LB1247
 LB1247  HORZ ORDER      -  SECOND
 LB1247  VERT ORDER      -  FIRST     CLASS II
 LB1247
 LB1247.The horizontal coordinates were established by classical geodetic methods
 LB1247.and adjusted by the National Geodetic Survey in May 1999.
 LB1247
 LB1247.The orthometric height was determined by differential leveling and
 LB1247.adjusted by the NATIONAL GEODETIC SURVEY
 LB1247.in June 1991.
 LB1247
 LB1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1247.GEOID18 height accuracy estimate available here.
 LB1247
 LB1247.Click photographs - Photos may exist for this station.
 LB1247
 LB1247.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1247
 LB1247.The dynamic height is computed by dividing the NAVD 88
 LB1247.geopotential number by the normal gravity value computed on the
 LB1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1247.degrees latitude (g = 980.6199 gals.).
 LB1247
 LB1247.The modeled gravity was interpolated from observed gravity values.
 LB1247
 LB1247. The following values were computed from the NAD 83(1997) position.
 LB1247
 LB1247;                    North         East     Units Scale Factor Converg.
 LB1247;SPC IN W     -   606,217.464   869,132.744   MT  0.99997839   -0 14 17.7
 LB1247;SPC IN W     - 1,988,898.46  2,851,479.68   sFT  0.99997839   -0 14 17.7
 LB1247;UTM  16      - 4,506,460.797   462,104.756   MT  0.99961768   -0 17 33.3
 LB1247
 LB1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1247!SPC IN W     -   0.99996883  x   0.99997839  =   0.99994722
 LB1247!UTM  16      -   0.99996883  x   0.99961768  =   0.99958652
 LB1247
 LB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6210406460(NAD 83)
 LB1247
 LB1247                          SUPERSEDED SURVEY CONTROL
 LB1247
 LB1247  NAD 83(1986)-  40 42 29.48607(N)    087 26 55.02675(W) AD(       ) 2
 LB1247  NAD 27      -  40 42 29.35470(N)    087 26 54.94230(W) AD(       ) 2
 LB1247  NGVD 29 (??/??/92)  231.988  (m)          761.11   (f) ADJ UNCH    1 2
 LB1247  NGVD 29             231.99   (m)          761.1    (f) LEVELING    3  
 LB1247
 LB1247.Superseded values are not recommended for survey control.
 LB1247
 LB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1247.See file dsdata.pdf to determine how the superseded data were derived.
 LB1247
 LB1247_MARKER: DB = BENCH MARK DISK
 LB1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1247_STAMPING: N 16 1934
 LB1247_MARK LOGO: CGS
 LB1247_PROJECTION: RECESSED 5 CENTIMETERS
 LB1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1247+STABILITY: SURFACE MOTION
 LB1247
 LB1247  HISTORY     - Date     Condition        Report By
 LB1247  HISTORY     - 1955     MONUMENTED       CGS
 LB1247  HISTORY     - 1962     GOOD             CGS
 LB1247  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1247
 LB1247                          STATION DESCRIPTION
 LB1247
 LB1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB1247'BENCH MARK N 16 IS 21 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 11
 LB1247'FEET NORTHWEST OF A POWER LINE POLE AND 6 FEET WEST OF A FENCE
 LB1247'CORNER.  THE MARK IS 5X5 INCH CONCRETE POST THAT PROJECTS 6 INCHES
 LB1247'WITH A STANDARD DISK IN THE TOP STAMPED N 16 1934.
 LB1247
 LB1247                          STATION RECOVERY (1962)
 LB1247
 LB1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LB1247'AT SHEFF.
 LB1247'AT SHEFF, BENTON COUNTY, 200 YARDS NORTH OF THE NEW YORK CENTRAL
 LB1247'RAILROAD STATION, 108 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND
 LB1247'MAIN TRACK, 18 FEET NORTH OF THE CENTER OF A GRAVEL-ROAD CROSSING,
 LB1247'5 FEET WEST OF A FENCE CORNER, AND LEVEL WITH THE TOP OF THE RAIL.
 LB1247'A STANDARD DISK, STAMPED N 16 1934 AND SET IN THE TOP OF A CONCRETE
 LB1247'POST.  NOTE-- IT IS NOW IN NEW DRIVEWAY TO R.R. STATION 2 IN.
 LB1247'BELOW SURFACE (MR. L.W. MURPHY 107 E RAY ST., KENTLAND, IND.,
 LB1247'WILL BE GLAD TO ASSIST ANY ONE IN LOCATING THIS MARK.)
 LB1247
 LB1247                          STATION RECOVERY (2018)
 LB1247
 LB1247'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1247'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1347 ***********************************************************************
 MD1347  DESIGNATION -  N 160
 MD1347  PID         -  MD1347
 MD1347  STATE/COUNTY-  IN/ELKHART
 MD1347  COUNTRY     -  US
 MD1347  USGS QUAD   -  GOSHEN (2019)
 MD1347
 MD1347                         *CURRENT SURVEY CONTROL
 MD1347  ______________________________________________________________________
 MD1347* NAD 83(1986) POSITION- 41 33 54.58   (N) 085 49 35.87   (W)   HD_HELD1
 MD1347* NAVD 88 ORTHO HEIGHT -   246.684 (meters)      809.33  (feet) ADJUSTED
 MD1347  ______________________________________________________________________
 MD1347  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 MD1347  DYNAMIC HEIGHT  -        246.587 (meters)      809.01  (feet) COMP
 MD1347  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 MD1347
 MD1347  VERT ORDER      -  FIRST     CLASS II
 MD1347
 MD1347.The horizontal coordinates were determined by differentially corrected
 MD1347.hand held GPS observations or other comparable positioning techniques
 MD1347.and have an estimated accuracy of +/- 3 meters.
 MD1347
 MD1347.The orthometric height was determined by differential leveling and
 MD1347.adjusted by the NATIONAL GEODETIC SURVEY
 MD1347.in June 1991.
 MD1347
 MD1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1347.GEOID18 height accuracy estimate available here.
 MD1347
 MD1347.Click photographs - Photos may exist for this station.
 MD1347
 MD1347.The dynamic height is computed by dividing the NAVD 88
 MD1347.geopotential number by the normal gravity value computed on the
 MD1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1347.degrees latitude (g = 980.6199 gals.).
 MD1347
 MD1347.The modeled gravity was interpolated from observed gravity values.
 MD1347
 MD1347;                    North         East    Units  Estimated Accuracy
 MD1347;SPC IN E     -   701,334.9      86,657.5     MT  (+/- 3 meters HH1 GPS) 
 MD1347
 MD1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9783502163(NAD 83)
 MD1347
 MD1347                          SUPERSEDED SURVEY CONTROL
 MD1347
 MD1347  NGVD 29 (??/??/92)  246.806  (m)          809.73   (f) ADJ UNCH    1 2
 MD1347
 MD1347.Superseded values are not recommended for survey control.
 MD1347
 MD1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1347.See file dsdata.pdf to determine how the superseded data were derived.
 MD1347
 MD1347_MARKER: DB = BENCH MARK DISK
 MD1347_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1347_SP_SET: FOUNDATION WALL
 MD1347_STAMPING: N 160 1946
 MD1347_MARK LOGO: CGS
 MD1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1347+STABILITY: POSITION/ELEVATION WELL
 MD1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1347+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2018
 MD1347
 MD1347  HISTORY     - Date     Condition        Report By
 MD1347  HISTORY     - 1946     MONUMENTED       CGS
 MD1347  HISTORY     - 1987     GOOD             LOCSUR
 MD1347  HISTORY     - 19930108 GOOD             NGS
 MD1347  HISTORY     - 20070104 GOOD             LFA
 MD1347  HISTORY     - 20180219 GOOD             INDOT
 MD1347
 MD1347                          STATION DESCRIPTION
 MD1347
 MD1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1347'AT GOSHEN.
 MD1347'AT GOSHEN, ABOUT 1.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 MD1347'FROM THE 9TH STREET TOWER, ACROSS THE TRACK FROM POLE NO. 56/37,
 MD1347'SET VERTICALLY IN THE EAST WALL OF THE SOUTHEAST CORNER OF THE
 MD1347'JOHN S. COFFMAN HALL OF THE GOSHEN COLLEGE, 1.4 FEET NORTH OF
 MD1347'THE SOUTHEAST CORNER, 4.1 FEET ABOVE THE GROUND, AND SET VERTICALLY
 MD1347'IN A DRILL HOLE.
 MD1347
 MD1347                          STATION RECOVERY (1987)
 MD1347
 MD1347'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (LS)
 MD1347'RECOVERED IN GOOD CONDITION.
 MD1347
 MD1347                          STATION RECOVERY (1993)
 MD1347
 MD1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1347'IN GOSHEN, AT THE INTERSECTION OF SOUTH 9TH STREET AND EAST COLLEGE
 MD1347'AVENUE, SET VERTICALLY IN THE EAST FACE OF THE BRICK FOUNDATION WALL
 MD1347'OF THE JOHN S.  COFFMAN HALL ON THE CAMPUS OF GOSHEN COLLEGE, 108.7 M
 MD1347'(356.6 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 21.9 M (71.9 FT)
 MD1347'WEST OF THE CENTER OF THE STREET, 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 MD1347'THE GROUND SURFACE, AND 0.4 M (1.3 FT) NORTH OF THE SOUTHEAST CORNER
 MD1347'OF THE BUILDING.
 MD1347
 MD1347                          STATION RECOVERY (2007)
 MD1347
 MD1347'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2007 (SST)
 MD1347'RECOVERED IN GOOD CONDITION.
 MD1347
 MD1347                          STATION RECOVERY (2018)
 MD1347
 MD1347'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1347'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0881 ***********************************************************************
 MD0881  DESIGNATION -  N 163
 MD0881  PID         -  MD0881
 MD0881  STATE/COUNTY-  IN/NOBLE
 MD0881  COUNTRY     -  US
 MD0881  USGS QUAD   -  EGE (2019)
 MD0881
 MD0881                         *CURRENT SURVEY CONTROL
 MD0881  ______________________________________________________________________
 MD0881* NAD 83(1986) POSITION- 41 22 15.08   (N) 085 22 02.71   (W)   HD_HELD1
 MD0881* NAVD 88 ORTHO HEIGHT -   296.735 (meters)      973.54  (feet) ADJUSTED
 MD0881  ______________________________________________________________________
 MD0881  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 MD0881  DYNAMIC HEIGHT  -        296.616 (meters)      973.15  (feet) COMP
 MD0881  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 MD0881
 MD0881  VERT ORDER      -  SECOND    CLASS 0
 MD0881
 MD0881.The horizontal coordinates were determined by differentially corrected
 MD0881.hand held GPS observations or other comparable positioning techniques
 MD0881.and have an estimated accuracy of +/- 3 meters.
 MD0881
 MD0881.The orthometric height was determined by differential leveling and
 MD0881.adjusted by the NATIONAL GEODETIC SURVEY
 MD0881.in June 1991.
 MD0881
 MD0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0881.GEOID18 height accuracy estimate available here.
 MD0881
 MD0881.Click photographs - Photos may exist for this station.
 MD0881
 MD0881.The dynamic height is computed by dividing the NAVD 88
 MD0881.geopotential number by the normal gravity value computed on the
 MD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0881.degrees latitude (g = 980.6199 gals.).
 MD0881
 MD0881.The modeled gravity was interpolated from observed gravity values.
 MD0881
 MD0881;                    North         East    Units  Estimated Accuracy
 MD0881;SPC IN E     -   679,786.3     125,034.8     MT  (+/- 3 meters HH1 GPS) 
 MD0881
 MD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3653281212(NAD 83)
 MD0881
 MD0881                          SUPERSEDED SURVEY CONTROL
 MD0881
 MD0881  NGVD 29 (??/??/92)  296.877  (m)          974.00   (f) ADJ UNCH    2 0
 MD0881
 MD0881.Superseded values are not recommended for survey control.
 MD0881
 MD0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0881.See file dsdata.pdf to determine how the superseded data were derived.
 MD0881
 MD0881_MARKER: DB = BENCH MARK DISK
 MD0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0881_STAMPING: N 163 1946
 MD0881_MARK LOGO: CGS
 MD0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0881+STABILITY: SURFACE MOTION
 MD0881
 MD0881  HISTORY     - Date     Condition        Report By
 MD0881  HISTORY     - 1946     MONUMENTED       CGS
 MD0881  HISTORY     - 1962     GOOD             CGS
 MD0881  HISTORY     - 1969     GOOD             INHD
 MD0881
 MD0881                          STATION DESCRIPTION
 MD0881
 MD0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0881'5.4 MI SE FROM ALBION.
 MD0881'ABOUT 6.9 MILES W ALONG NO. 100 N COUNTY ROAD FROM THE MAIN CORNER
 MD0881'IN AVILLA AND THENCE 0.3 MILE N ON NO. 300 E ROAD TO THE MARK OR
 MD0881'2.0 MILES S ALONG NO. 9 INDIANA HWY. FROM THE COURTHOUSE IN ALBION,
 MD0881'THENCE 1.6 MILES E ON COUNTY ROAD, THENCE 0.25 MILE N, THENCE 1.5
 MD0881'MILE E TO T-INTERSECTION AND THE MARK, 116 FEET W OF CENTER LINE
 MD0881'OF ONE ROAD, 19 FEET S OF CENTER LINE OF NO. 125 N ROAD, 0.2
 MD0881'FOOT LOWER THAN SAME, ONE FOOT N OF FENCE, 1.5 FEET E OF STEEL
 MD0881'WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0881
 MD0881                          STATION RECOVERY (1969)
 MD0881
 MD0881'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1234 ***********************************************************************
 MD1234  DESIGNATION -  N 164
 MD1234  PID         -  MD1234
 MD1234  STATE/COUNTY-  IN/NOBLE
 MD1234  COUNTRY     -  US
 MD1234  USGS QUAD   -  ORMAS (2019)
 MD1234
 MD1234                         *CURRENT SURVEY CONTROL
 MD1234  ______________________________________________________________________
 MD1234* NAD 83(1986) POSITION- 41 18 08.07   (N) 085 31 02.02   (W)   HD_HELD1
 MD1234* NAVD 88 ORTHO HEIGHT -   278.606 (meters)      914.06  (feet) ADJUSTED
 MD1234  ______________________________________________________________________
 MD1234  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 MD1234  DYNAMIC HEIGHT  -        278.493 (meters)      913.69  (feet) COMP
 MD1234  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 MD1234
 MD1234  VERT ORDER      -  SECOND    CLASS 0
 MD1234
 MD1234.The horizontal coordinates were determined by differentially corrected
 MD1234.hand held GPS observations or other comparable positioning techniques
 MD1234.and have an estimated accuracy of +/- 3 meters.
 MD1234
 MD1234.The orthometric height was determined by differential leveling and
 MD1234.adjusted by the NATIONAL GEODETIC SURVEY
 MD1234.in June 1991.
 MD1234
 MD1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1234.GEOID18 height accuracy estimate available here.
 MD1234
 MD1234.Click photographs - Photos may exist for this station.
 MD1234
 MD1234.The dynamic height is computed by dividing the NAVD 88
 MD1234.geopotential number by the normal gravity value computed on the
 MD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1234.degrees latitude (g = 980.6199 gals.).
 MD1234
 MD1234.The modeled gravity was interpolated from observed gravity values.
 MD1234
 MD1234;                    North         East    Units  Estimated Accuracy
 MD1234;SPC IN E     -   672,133.9     112,515.0     MT  (+/- 3 meters HH1 GPS) 
 MD1234
 MD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2413373369(NAD 83)
 MD1234
 MD1234                          SUPERSEDED SURVEY CONTROL
 MD1234
 MD1234  NGVD 29 (??/??/92)  278.745  (m)          914.52   (f) ADJ UNCH    2 0
 MD1234
 MD1234.Superseded values are not recommended for survey control.
 MD1234
 MD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1234.See file dsdata.pdf to determine how the superseded data were derived.
 MD1234
 MD1234_MARKER: DB = BENCH MARK DISK
 MD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1234_STAMPING: N 164 1946
 MD1234_MARK LOGO: CGS
 MD1234_PROJECTION: FLUSH
 MD1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1234+STABILITY: SURFACE MOTION
 MD1234
 MD1234  HISTORY     - Date     Condition        Report By
 MD1234  HISTORY     - 1946     MONUMENTED       CGS
 MD1234  HISTORY     - 1961     GOOD             CGS
 MD1234
 MD1234                          STATION DESCRIPTION
 MD1234
 MD1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1234'3.2 MI W FROM WOLF LAKE.
 MD1234'ABOUT 2.3 MILES S ALONG NO. 109 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1234'WITH NO. 33 U.S. HWY. IN THE HEART OF WOLF LAKE, THENCE 0.9
 MD1234'MILE W ON NO. 350 S COUNTY ROAD TO ITS INTERSECTION WITH NO. 500
 MD1234'W AND THE MARK ON THE RIGHT, 42 FEET N OF CENTER LINE OF 18-FOOT
 MD1234'ASPHALT PAVEMENT, 1.5 FEET LOWER THAN SAME, 23 FEET W OF
 MD1234'CENTER LINE OF GRAVEL ROAD, 1.4 FEET SW OF STEEL WITNESS POST,
 MD1234'AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1158 ***********************************************************************
 MD1158  DESIGNATION -  N 165
 MD1158  PID         -  MD1158
 MD1158  STATE/COUNTY-  IN/WHITLEY
 MD1158  COUNTRY     -  US
 MD1158  USGS QUAD   -  ORMAS (2019)
 MD1158
 MD1158                         *CURRENT SURVEY CONTROL
 MD1158  ______________________________________________________________________
 MD1158* NAD 83(1986) POSITION- 41 16 24.     (N) 085 34 25.     (W)   SCALED
 MD1158* NAVD 88 ORTHO HEIGHT -   285.037 (meters)      935.16  (feet) ADJUSTED
 MD1158  ______________________________________________________________________
 MD1158  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 MD1158  DYNAMIC HEIGHT  -        284.921 (meters)      934.78  (feet) COMP
 MD1158  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 MD1158
 MD1158  VERT ORDER      -  SECOND    CLASS 0
 MD1158
 MD1158.The horizontal coordinates were scaled from a map and have
 MD1158.an estimated accuracy of +/- 6 seconds.
 MD1158
 MD1158.The orthometric height was determined by differential leveling and
 MD1158.adjusted by the NATIONAL GEODETIC SURVEY
 MD1158.in June 1991.
 MD1158
 MD1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1158.GEOID18 height accuracy estimate available here.
 MD1158
 MD1158.Click photographs - Photos may exist for this station.
 MD1158
 MD1158.The dynamic height is computed by dividing the NAVD 88
 MD1158.geopotential number by the normal gravity value computed on the
 MD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1158.degrees latitude (g = 980.6199 gals.).
 MD1158
 MD1158.The modeled gravity was interpolated from observed gravity values.
 MD1158
 MD1158;                    North         East    Units  Estimated Accuracy
 MD1158;SPC IN E     -   668,920.      107,800.      MT  (+/- 180 meters Scaled)
 MD1158
 MD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL194700(NAD 83)
 MD1158
 MD1158                          SUPERSEDED SURVEY CONTROL
 MD1158
 MD1158  NGVD 29 (??/??/92)  285.176  (m)          935.61   (f) ADJ UNCH    2 0
 MD1158
 MD1158.Superseded values are not recommended for survey control.
 MD1158
 MD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1158.See file dsdata.pdf to determine how the superseded data were derived.
 MD1158
 MD1158_MARKER: DB = BENCH MARK DISK
 MD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1158_STAMPING: N 165 1946
 MD1158_MARK LOGO: CGS
 MD1158_PROJECTION: FLUSH
 MD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1158+STABILITY: SURFACE MOTION
 MD1158
 MD1158  HISTORY     - Date     Condition        Report By
 MD1158  HISTORY     - 1946     MONUMENTED       CGS
 MD1158  HISTORY     - 1961     GOOD             CGS
 MD1158
 MD1158                          STATION DESCRIPTION
 MD1158
 MD1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1158'IN ETNA.
 MD1158'IN THE VILLAGE OF ETNA, 40 FEET W OF CENTER LINE OF ETNA ROAD,
 MD1158'30 FEET N OF NE CORNER OF A HOUSE, 20 FEET S OF CENTER LINE OF
 MD1158'NO. 750 N COUNTY ROAD, 17 FEET NE OF 30-INCH MAPLE TREE IN YARD
 MD1158'OF HOUSE, 10 FEET W OF A TELEPHONE POLE, 0.6 FOOT HIGHER THAN THE
 MD1158'CENTER OF THE ROAD INTERSECTION, AND FLUSH WITH THE GROUND
 MD1158'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0060 ***********************************************************************
 ME0060  DESIGNATION -  N 166
 ME0060  PID         -  ME0060
 ME0060  STATE/COUNTY-  IN/ST JOSEPH
 ME0060  COUNTRY     -  US
 ME0060  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0060
 ME0060                         *CURRENT SURVEY CONTROL
 ME0060  ______________________________________________________________________
 ME0060* NAD 83(1986) POSITION- 41 32 05.     (N) 086 24 28.     (W)   SCALED
 ME0060* NAVD 88 ORTHO HEIGHT -   223.306 (meters)      732.63  (feet) ADJUSTED
 ME0060  ______________________________________________________________________
 ME0060  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0060  DYNAMIC HEIGHT  -        223.216 (meters)      732.33  (feet) COMP
 ME0060  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 ME0060
 ME0060  VERT ORDER      -  SECOND    CLASS 0
 ME0060
 ME0060.The horizontal coordinates were scaled from a map and have
 ME0060.an estimated accuracy of +/- 6 seconds.
 ME0060
 ME0060.The orthometric height was determined by differential leveling and
 ME0060.adjusted by the NATIONAL GEODETIC SURVEY
 ME0060.in June 1991.
 ME0060
 ME0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0060.GEOID18 height accuracy estimate available here.
 ME0060
 ME0060.Click photographs - Photos may exist for this station.
 ME0060
 ME0060.The dynamic height is computed by dividing the NAVD 88
 ME0060.geopotential number by the normal gravity value computed on the
 ME0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0060.degrees latitude (g = 980.6199 gals.).
 ME0060
 ME0060.The modeled gravity was interpolated from observed gravity values.
 ME0060
 ME0060;                    North         East    Units  Estimated Accuracy
 ME0060;SPC IN E     -   698,210.       38,160.      MT  (+/- 180 meters Scaled)
 ME0060
 ME0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL494982(NAD 83)
 ME0060
 ME0060                          SUPERSEDED SURVEY CONTROL
 ME0060
 ME0060  NGVD 29 (??/??/92)  223.416  (m)          732.99   (f) ADJ UNCH    2 0
 ME0060
 ME0060.Superseded values are not recommended for survey control.
 ME0060
 ME0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0060.See file dsdata.pdf to determine how the superseded data were derived.
 ME0060
 ME0060_MARKER: DB = BENCH MARK DISK
 ME0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0060_STAMPING: N 166 1946
 ME0060_MARK LOGO: CGS
 ME0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0060+STABILITY: SURFACE MOTION
 ME0060
 ME0060  HISTORY     - Date     Condition        Report By
 ME0060  HISTORY     - 1946     MONUMENTED       CGS
 ME0060  HISTORY     - 1970     GOOD             NGS
 ME0060  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 ME0060  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0060
 ME0060                          STATION DESCRIPTION
 ME0060
 ME0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0060'0.8 MI E FROM NORTH LIBERTY.
 ME0060'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 4 (PIERCE ROAD) FROM THE
 ME0060'NEW YORK CENTRAL RAILROAD STATION AT NORTH LIBERTY, IN THE
 ME0060'NORTHWEST QUARTER OF THE INTERSECTION OF SYCAMORE ROAD, NEAR THE
 ME0060'SOUTHEAST CORNER OF A CULTIVATED FIELD, 92 FEET NORTH OF THE
 ME0060'CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF
 ME0060'THE ROAD, 21.5 FEET SOUTH OF A TELEPHONE POLE, 4 FEET SOUTH OF
 ME0060'A CONCRETE RIGHT-OF-WAY POST, 1 FOOT EAST OF A FENCE, ABOUT
 ME0060'LEVEL WITH SYCAMORE ROAD, AND IN THE TOP OF A CONCRETE POST
 ME0060'PROJECTING ABOUT 5 INCHES.
 ME0060
 ME0060                          STATION RECOVERY (1970)
 ME0060
 ME0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME0060'RECOVERED IN GOOD CONDITION.
 ME0060
 ME0060                          STATION RECOVERY (1994)
 ME0060
 ME0060'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0060'MARK NOT FOUND.
 ME0060
 ME0060                          STATION RECOVERY (2001)
 ME0060
 ME0060'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0888 ***********************************************************************
 ME0888  DESIGNATION -  N 167
 ME0888  PID         -  ME0888
 ME0888  STATE/COUNTY-  IN/LA PORTE
 ME0888  COUNTRY     -  US
 ME0888  USGS QUAD   -  STILLWELL (2019)
 ME0888
 ME0888                         *CURRENT SURVEY CONTROL
 ME0888  ______________________________________________________________________
 ME0888* NAD 83(1986) POSITION- 41 35 17.     (N) 086 31 59.     (W)   SCALED
 ME0888* NAVD 88 ORTHO HEIGHT -   214.182 (meters)      702.70  (feet) ADJUSTED
 ME0888  ______________________________________________________________________
 ME0888  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0888  DYNAMIC HEIGHT  -        214.098 (meters)      702.42  (feet) COMP
 ME0888  MODELED GRAVITY -    980,225.8   (mgal)                       NAVD 88
 ME0888
 ME0888  VERT ORDER      -  SECOND    CLASS 0
 ME0888
 ME0888.The horizontal coordinates were scaled from a map and have
 ME0888.an estimated accuracy of +/- 6 seconds.
 ME0888
 ME0888.The orthometric height was determined by differential leveling and
 ME0888.adjusted by the NATIONAL GEODETIC SURVEY
 ME0888.in June 1991.
 ME0888
 ME0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0888.GEOID18 height accuracy estimate available here.
 ME0888
 ME0888.Click photographs - Photos may exist for this station.
 ME0888
 ME0888.The dynamic height is computed by dividing the NAVD 88
 ME0888.geopotential number by the normal gravity value computed on the
 ME0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0888.degrees latitude (g = 980.6199 gals.).
 ME0888
 ME0888.The modeled gravity was interpolated from observed gravity values.
 ME0888
 ME0888;                    North         East    Units  Estimated Accuracy
 ME0888;SPC IN W     -   704,010.      945,880.      MT  (+/- 180 meters Scaled)
 ME0888
 ME0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM389041(NAD 83)
 ME0888
 ME0888                          SUPERSEDED SURVEY CONTROL
 ME0888
 ME0888  NGVD 29 (??/??/92)  214.289  (m)          703.05   (f) ADJ UNCH    2 0
 ME0888
 ME0888.Superseded values are not recommended for survey control.
 ME0888
 ME0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0888.See file dsdata.pdf to determine how the superseded data were derived.
 ME0888
 ME0888_MARKER: DB = BENCH MARK DISK
 ME0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0888_STAMPING: N 167 1946
 ME0888_MARK LOGO: CGS
 ME0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0888+STABILITY: SURFACE MOTION
 ME0888
 ME0888  HISTORY     - Date     Condition        Report By
 ME0888  HISTORY     - 1946     MONUMENTED       CGS
 ME0888  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0888  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0888
 ME0888                          STATION DESCRIPTION
 ME0888
 ME0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0888'0.5 MI N FROM MILL CREEK.
 ME0888'ABOUT 0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE
 ME0888'AT MILL CREEK, AT GEORGE BRACKENS FARM, 24 FEET NORTHEAST OF THE
 ME0888'NORTHEAST CORNER OF THE BARN, 16 FEET WEST OF THE CENTER LINE
 ME0888'OF THE COUNTY ROAD, 14 FEET EAST OF A GATE POST, 5.5 FEET SOUTH
 ME0888'OF A FENCE CORNER, ABOUT 1 FOOT BELOW THE ROAD LEVEL AND SET IN
 ME0888'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0888
 ME0888                          STATION RECOVERY (1974)
 ME0888
 ME0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0888'MARK NOT FOUND.
 ME0888
 ME0888                          STATION RECOVERY (1989)
 ME0888
 ME0888'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0888'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0004 ***********************************************************************
 ME0004  DESIGNATION -  N 168
 ME0004  PID         -  ME0004
 ME0004  STATE/COUNTY-  IN/ST JOSEPH
 ME0004  COUNTRY     -  US
 ME0004  USGS QUAD   -  WYATT (2019)
 ME0004
 ME0004                         *CURRENT SURVEY CONTROL
 ME0004  ______________________________________________________________________
 ME0004* NAD 83(1986) POSITION- 41 31 28.     (N) 086 10 05.     (W)   SCALED
 ME0004* NAVD 88 ORTHO HEIGHT -   253.395 (meters)      831.35  (feet) ADJUSTED
 ME0004  ______________________________________________________________________
 ME0004  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME0004  DYNAMIC HEIGHT  -        253.290 (meters)      831.00  (feet) COMP
 ME0004  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME0004
 ME0004  VERT ORDER      -  SECOND    CLASS 0
 ME0004
 ME0004.The horizontal coordinates were scaled from a map and have
 ME0004.an estimated accuracy of +/- 6 seconds.
 ME0004
 ME0004.The orthometric height was determined by differential leveling and
 ME0004.adjusted by the NATIONAL GEODETIC SURVEY
 ME0004.in June 1991.
 ME0004
 ME0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0004.GEOID18 height accuracy estimate available here.
 ME0004
 ME0004.Click photographs - Photos may exist for this station.
 ME0004
 ME0004.The dynamic height is computed by dividing the NAVD 88
 ME0004.geopotential number by the normal gravity value computed on the
 ME0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0004.degrees latitude (g = 980.6199 gals.).
 ME0004
 ME0004.The modeled gravity was interpolated from observed gravity values.
 ME0004
 ME0004;                    North         East    Units  Estimated Accuracy
 ME0004;SPC IN E     -   696,920.       58,150.      MT  (+/- 180 meters Scaled)
 ME0004
 ME0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL694973(NAD 83)
 ME0004
 ME0004                          SUPERSEDED SURVEY CONTROL
 ME0004
 ME0004  NGVD 29 (??/??/92)  253.509  (m)          831.72   (f) ADJ UNCH    2 0
 ME0004
 ME0004.Superseded values are not recommended for survey control.
 ME0004
 ME0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0004.See file dsdata.pdf to determine how the superseded data were derived.
 ME0004
 ME0004_MARKER: DB = BENCH MARK DISK
 ME0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0004_STAMPING: N 168 1946
 ME0004_MARK LOGO: CGS
 ME0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0004+STABILITY: SURFACE MOTION
 ME0004
 ME0004  HISTORY     - Date     Condition        Report By
 ME0004  HISTORY     - 1946     MONUMENTED       CGS
 ME0004  HISTORY     - 1983     GOOD             USPSQD
 ME0004  HISTORY     - 1984     GOOD             NGS
 ME0004  HISTORY     - 1987     GOOD             USPSQD
 ME0004  HISTORY     - 1988     GOOD             USPSQD
 ME0004
 ME0004                          STATION DESCRIPTION
 ME0004
 ME0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0004'AT WYATT.
 ME0004'AT WYATT, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 331 FROM THE
 ME0004'POST OFFICE, IN THE SOUTHWEST QUARTER OF THE JUNCTION OF PATTERSON
 ME0004'ROAD, 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WYATT
 ME0004'CHRISTIAN CHURCH, 115 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0004'18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A
 ME0004'FENCE CORNER, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP
 ME0004'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0004
 ME0004                          STATION RECOVERY (1983)
 ME0004
 ME0004'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0004'RECOVERED IN GOOD CONDITION.
 ME0004
 ME0004                          STATION RECOVERY (1984)
 ME0004
 ME0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0004'RECOVERED IN GOOD CONDITION.
 ME0004
 ME0004                          STATION RECOVERY (1987)
 ME0004
 ME0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (AHH)
 ME0004'RECOVERED IN GOOD CONDITION.
 ME0004
 ME0004                          STATION RECOVERY (1988)
 ME0004
 ME0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLM)
 ME0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0175 ***********************************************************************
 ME0175  DESIGNATION -  N 169
 ME0175  PID         -  ME0175
 ME0175  STATE/COUNTY-  IN/MARSHALL
 ME0175  COUNTRY     -  US
 ME0175  USGS QUAD   -  LA PAZ (2019)
 ME0175
 ME0175                         *CURRENT SURVEY CONTROL
 ME0175  ______________________________________________________________________
 ME0175* NAD 83(1986) POSITION- 41 24 49.     (N) 086 15 07.     (W)   SCALED
 ME0175* NAVD 88 ORTHO HEIGHT -   254.184 (meters)      833.94  (feet) ADJUSTED
 ME0175  ______________________________________________________________________
 ME0175  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 ME0175  DYNAMIC HEIGHT  -        254.078 (meters)      833.59  (feet) COMP
 ME0175  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 ME0175
 ME0175  VERT ORDER      -  SECOND    CLASS 0
 ME0175
 ME0175.The horizontal coordinates were scaled from a map and have
 ME0175.an estimated accuracy of +/- 6 seconds.
 ME0175
 ME0175.The orthometric height was determined by differential leveling and
 ME0175.adjusted by the NATIONAL GEODETIC SURVEY
 ME0175.in June 1991.
 ME0175
 ME0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0175.GEOID18 height accuracy estimate available here.
 ME0175
 ME0175.Click photographs - Photos may exist for this station.
 ME0175
 ME0175.The dynamic height is computed by dividing the NAVD 88
 ME0175.geopotential number by the normal gravity value computed on the
 ME0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0175.degrees latitude (g = 980.6199 gals.).
 ME0175
 ME0175.The modeled gravity was interpolated from observed gravity values.
 ME0175
 ME0175;                    North         East    Units  Estimated Accuracy
 ME0175;SPC IN E     -   684,660.       51,070.      MT  (+/- 180 meters Scaled)
 ME0175
 ME0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL625849(NAD 83)
 ME0175
 ME0175                          SUPERSEDED SURVEY CONTROL
 ME0175
 ME0175  NGVD 29 (??/??/92)  254.298  (m)          834.31   (f) ADJ UNCH    2 0
 ME0175
 ME0175.Superseded values are not recommended for survey control.
 ME0175
 ME0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0175.See file dsdata.pdf to determine how the superseded data were derived.
 ME0175
 ME0175_MARKER: DB = BENCH MARK DISK
 ME0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0175_STAMPING: N 169 1946
 ME0175_MARK LOGO: CGS
 ME0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0175+STABILITY: SURFACE MOTION
 ME0175
 ME0175  HISTORY     - Date     Condition        Report By
 ME0175  HISTORY     - 1946     MONUMENTED       CGS
 ME0175
 ME0175                          STATION DESCRIPTION
 ME0175
 ME0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0175'1.9 MI E FROM LINKVILLE.
 ME0175'ABOUT 1.9 MILES EAST ALONG BLACK-TOP AND GRAVEL ROADS FROM THE
 ME0175'GENERAL STORE AT LINKVILLE, ABOUT 0.5 MILE EAST OF THE CROSSROADS
 ME0175'AT SHILOH WESLEYAN CHURCH, IN THE SOUTHWEST ANGLE OF THE
 ME0175'JUNCTION WITH A GRAVEL ROAD LEADING SOUTH, 19 FEET SOUTH OF THE
 ME0175'CENTER LINE OF THE EAST-AND-WEST ROAD, 17 FEET WEST OF THE CENTER
 ME0175'LINE OF THE ROAD LEADING SOUTH, 3.0 FEET SOUTH OF A STEEL-RAIL
 ME0175'CORNER FENCE POST, 1.0 FOOT EAST OF THE FENCE, ABOUT 1 FOOT
 ME0175'HIGHER THAN THE EAST-AND-WEST ROAD, AND IN THE TOP OF A CONCRETE
 ME0175'POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1157 ***********************************************************************
 ME1157  DESIGNATION -  N 17
 ME1157  PID         -  ME1157
 ME1157  STATE/COUNTY-  IN/LAKE
 ME1157  COUNTRY     -  US
 ME1157  USGS QUAD   -  LOWELL (2019)
 ME1157
 ME1157                         *CURRENT SURVEY CONTROL
 ME1157  ______________________________________________________________________
 ME1157* NAD 83(1986) POSITION- 41 21 46.     (N) 087 27 43.     (W)   SCALED
 ME1157* NAVD 88 ORTHO HEIGHT -   227.696 (meters)      747.03  (feet) ADJUSTED
 ME1157  ______________________________________________________________________
 ME1157  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 ME1157  DYNAMIC HEIGHT  -        227.603 (meters)      746.73  (feet) COMP
 ME1157  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 ME1157
 ME1157  VERT ORDER      -  FIRST     CLASS II
 ME1157
 ME1157.The horizontal coordinates were scaled from a map and have
 ME1157.an estimated accuracy of +/- 6 seconds.
 ME1157
 ME1157.The orthometric height was determined by differential leveling and
 ME1157.adjusted by the NATIONAL GEODETIC SURVEY
 ME1157.in June 1991.
 ME1157
 ME1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1157.GEOID18 height accuracy estimate available here.
 ME1157
 ME1157.Click photographs - Photos may exist for this station.
 ME1157
 ME1157.The dynamic height is computed by dividing the NAVD 88
 ME1157.geopotential number by the normal gravity value computed on the
 ME1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1157.degrees latitude (g = 980.6199 gals.).
 ME1157
 ME1157.The modeled gravity was interpolated from observed gravity values.
 ME1157
 ME1157;                    North         East    Units  Estimated Accuracy
 ME1157;SPC IN W     -   678,920.      868,320.      MT  (+/- 180 meters Scaled)
 ME1157
 ME1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613791(NAD 83)
 ME1157
 ME1157                          SUPERSEDED SURVEY CONTROL
 ME1157
 ME1157  NGVD 29 (??/??/92)  227.761  (m)          747.25   (f) ADJ UNCH    1 2
 ME1157
 ME1157.Superseded values are not recommended for survey control.
 ME1157
 ME1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1157.See file dsdata.pdf to determine how the superseded data were derived.
 ME1157
 ME1157_MARKER: DB = BENCH MARK DISK
 ME1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1157_STAMPING: N 17 1934
 ME1157_MARK LOGO: CGS
 ME1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1157+STABILITY: SURFACE MOTION
 ME1157
 ME1157  HISTORY     - Date     Condition        Report By
 ME1157  HISTORY     - 1934     MONUMENTED       CGS
 ME1157  HISTORY     - 1946     GOOD             CGS
 ME1157  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1157  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1157
 ME1157                          STATION DESCRIPTION
 ME1157
 ME1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1157'1 MI S FROM COOK.
 ME1157'ABOUT 1.0 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1157'STATION AT COOK, AT THE CROSSING OF AN EAST-WEST PAVED ROAD, 36
 ME1157'FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK, 27 FEET
 ME1157'SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF A
 ME1157'CORNER FENCE POST, 4 FEET SOUTHWEST OF POLE NO. 20/40, 2 FEET
 ME1157'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 ME1157'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 ME1157'NOTE-- MARK IS ABOUT 2 1/2 POLES NORTH OF MILE POST 40.
 ME1157
 ME1157                          STATION RECOVERY (1990)
 ME1157
 ME1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1157'MARK NOT FOUND.
 ME1157
 ME1157                          STATION RECOVERY (2021)
 ME1157
 ME1157'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1157'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0134 ***********************************************************************
 ME0134  DESIGNATION -  N 170
 ME0134  PID         -  ME0134
 ME0134  STATE/COUNTY-  IN/ELKHART
 ME0134  COUNTRY     -  US
 ME0134  USGS QUAD   -  WAKARUSA (2019)
 ME0134
 ME0134                         *CURRENT SURVEY CONTROL
 ME0134  ______________________________________________________________________
 ME0134* NAD 83(1986) POSITION- 41 33 02.     (N) 086 00 06.     (W)   SCALED
 ME0134* NAVD 88 ORTHO HEIGHT -   257.495 (meters)      844.80  (feet) ADJUSTED
 ME0134  ______________________________________________________________________
 ME0134  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME0134  DYNAMIC HEIGHT  -        257.390 (meters)      844.45  (feet) COMP
 ME0134  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 ME0134
 ME0134  VERT ORDER      -  SECOND    CLASS 0
 ME0134
 ME0134.The horizontal coordinates were scaled from a map and have
 ME0134.an estimated accuracy of +/- 6 seconds.
 ME0134
 ME0134.The orthometric height was determined by differential leveling and
 ME0134.adjusted by the NATIONAL GEODETIC SURVEY
 ME0134.in June 1991.
 ME0134
 ME0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0134.GEOID18 height accuracy estimate available here.
 ME0134
 ME0134.Click photographs - Photos may exist for this station.
 ME0134
 ME0134.The dynamic height is computed by dividing the NAVD 88
 ME0134.geopotential number by the normal gravity value computed on the
 ME0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0134.degrees latitude (g = 980.6199 gals.).
 ME0134
 ME0134.The modeled gravity was interpolated from observed gravity values.
 ME0134
 ME0134;                    North         East    Units  Estimated Accuracy
 ME0134;SPC IN E     -   699,760.       72,050.      MT  (+/- 180 meters Scaled)
 ME0134
 ME0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM832003(NAD 83)
 ME0134
 ME0134                          SUPERSEDED SURVEY CONTROL
 ME0134
 ME0134  NGVD 29 (??/??/92)  257.615  (m)          845.19   (f) ADJ UNCH    2 0
 ME0134
 ME0134.Superseded values are not recommended for survey control.
 ME0134
 ME0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0134.See file dsdata.pdf to determine how the superseded data were derived.
 ME0134
 ME0134_MARKER: DB = BENCH MARK DISK
 ME0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0134_STAMPING: N 170 1946
 ME0134_MARK LOGO: CGS
 ME0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0134+STABILITY: SURFACE MOTION
 ME0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0134+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 ME0134
 ME0134  HISTORY     - Date     Condition        Report By
 ME0134  HISTORY     - 1946     MONUMENTED       CGS
 ME0134  HISTORY     - 1968     GOOD             CGS
 ME0134  HISTORY     - 1971     GOOD             NGS
 ME0134  HISTORY     - 20110119 GOOD             INDIV
 ME0134  HISTORY     - 20221116 MARK NOT FOUND   IN-039
 ME0134
 ME0134                          STATION DESCRIPTION
 ME0134
 ME0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0134'7.2 MI N FROM NAPPANEE.
 ME0134'ABOUT 7.2 MILES NORTH ALONG S.R. 19 FROM THE PUBLIC LIBRARY
 ME0134'AT NAPPANEE AT A BLACK TOP ROAD CROSSING, SET IN THE SOUTHWEST
 ME0134'QUARTER OF THE INTERSECTION 41 FT. WEST OF THE C/L OF THE HIGHWAY,
 ME0134'30 FT. SOUTH OF C/L OF BLACK TOP ROAD, 25 FT. NORTH OF PWP
 ME0134'530/898, 8 FT. SOUTH OF FENCE CORNER, 1.5 FT. EAST OF FENCE
 ME0134'LINE 1 FT. SOUTH OF STEEL WITNESS POST, 1 FT. BELOW THE HIGHWAY
 ME0134'AND SET IN TOP OF A CONC. POST PROJECTING 5 INCHES.
 ME0134
 ME0134                          STATION RECOVERY (1971)
 ME0134
 ME0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME0134'RECOVERED IN GOOD CONDITION.
 ME0134
 ME0134                          STATION RECOVERY (2011)
 ME0134
 ME0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME0134'LOCATED WITH MWRTK.COM VRS NETWORK
 ME0134'LAT 41-33-02.49894N
 ME0134'LONG 86-00-06.71055W
 ME0134'INTENDED TO ASSIST IN RECOVERY ONLY.
 ME0134
 ME0134                          STATION RECOVERY (2022)
 ME0134
 ME0134'RECOVERY NOTE BY ELKHART COUNTY INDIANA 2022 (IH)
 ME0134'MARK COULD NOT BE LOCATED AFTER EXTENSIVE SEARCH.  MARK MAY HAVE BEEN
 ME0134'LOST WHEN INTERSECTION WAS REALIGNED BETWEEN 2015-2017.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0412 ***********************************************************************
 ME0412  DESIGNATION -  N 171
 ME0412  PID         -  ME0412
 ME0412  STATE/COUNTY-  IN/ELKHART
 ME0412  COUNTRY     -  US
 ME0412  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0412
 ME0412                         *CURRENT SURVEY CONTROL
 ME0412  ______________________________________________________________________
 ME0412* NAD 83(1986) POSITION- 41 26 34.1    (N) 085 59 59.4    (W)   HD_HELD2
 ME0412* NAVD 88 ORTHO HEIGHT -   267.344 (meters)      877.11  (feet) ADJUSTED
 ME0412  ______________________________________________________________________
 ME0412  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 ME0412  DYNAMIC HEIGHT  -        267.235 (meters)      876.75  (feet) COMP
 ME0412  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 ME0412
 ME0412  VERT ORDER      -  SECOND    CLASS 0
 ME0412
 ME0412.The horizontal coordinates were established by autonomous hand held GPS
 ME0412.observations and have an estimated accuracy of +/- 10 meters.
 ME0412
 ME0412.The orthometric height was determined by differential leveling and
 ME0412.adjusted by the NATIONAL GEODETIC SURVEY
 ME0412.in June 1991.
 ME0412
 ME0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0412.GEOID18 height accuracy estimate available here.
 ME0412
 ME0412.Click photographs - Photos may exist for this station.
 ME0412
 ME0412.The dynamic height is computed by dividing the NAVD 88
 ME0412.geopotential number by the normal gravity value computed on the
 ME0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0412.degrees latitude (g = 980.6199 gals.).
 ME0412
 ME0412.The modeled gravity was interpolated from observed gravity values.
 ME0412
 ME0412;                    North         East    Units  Estimated Accuracy
 ME0412;SPC IN E     -   687,787.       72,158.      MT  (+/- 10 meters HH2 GPS)
 ME0412
 ME0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8355088397(NAD 83)
 ME0412
 ME0412                          SUPERSEDED SURVEY CONTROL
 ME0412
 ME0412  NGVD 29 (??/??/92)  267.466  (m)          877.51   (f) ADJ UNCH    2 0
 ME0412
 ME0412.Superseded values are not recommended for survey control.
 ME0412
 ME0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0412.See file dsdata.pdf to determine how the superseded data were derived.
 ME0412
 ME0412_MARKER: DB = BENCH MARK DISK
 ME0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0412_SP_SET: BUILDING
 ME0412_STAMPING: N 171 1946
 ME0412_MARK LOGO: CGS
 ME0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0412
 ME0412  HISTORY     - Date     Condition        Report By
 ME0412  HISTORY     - 1946     MONUMENTED       CGS
 ME0412  HISTORY     - 1977     GOOD             LOCSUR
 ME0412  HISTORY     - 1988     GOOD             USPSQD
 ME0412  HISTORY     - 19950914 GOOD             USPSQD
 ME0412
 ME0412                          STATION DESCRIPTION
 ME0412
 ME0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0412'AT NAPPANEE.
 ME0412'AT NAPPANEE, AT THE POST OFFICE, 1 BLOCK EAST OF THE INTERSECTION
 ME0412'OF STATE HIGHWAY 19 AND U.S. HIGHWAY 6, AT THE NORTHEAST QUARTER
 ME0412'OF THE INTERSECTION OF EAST MARKET STREET (U.S. HIGHWAY 6), AND
 ME0412'ELM STREET, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST
 ME0412'CORNER OF THE BUILDING, 6.7 FEET NORTH OF THE SOUTHWEST CORNER,
 ME0412'AND ABOUT 3 FEET ABOVE THE GROUND.
 ME0412
 ME0412                          STATION RECOVERY (1977)
 ME0412
 ME0412'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0412'RECOVERED IN GOOD CONDITION.
 ME0412
 ME0412                          STATION RECOVERY (1988)
 ME0412
 ME0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0412'RECOVERED IN GOOD CONDITION.
 ME0412
 ME0412                          STATION RECOVERY (1995)
 ME0412
 ME0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1196 ***********************************************************************
 MD1196  DESIGNATION -  N 172
 MD1196  PID         -  MD1196
 MD1196  STATE/COUNTY-  IN/ELKHART
 MD1196  COUNTRY     -  US
 MD1196  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1196
 MD1196                         *CURRENT SURVEY CONTROL
 MD1196  ______________________________________________________________________
 MD1196* NAD 83(1986) POSITION- 41 29 36.14   (N) 085 53 00.36   (W)   HD_HELD1
 MD1196* NAVD 88 ORTHO HEIGHT -   255.441 (meters)      838.06  (feet) ADJUSTED
 MD1196  ______________________________________________________________________
 MD1196  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 MD1196  DYNAMIC HEIGHT  -        255.339 (meters)      837.72  (feet) COMP
 MD1196  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 MD1196
 MD1196  VERT ORDER      -  SECOND    CLASS 0
 MD1196
 MD1196.The horizontal coordinates were determined by differentially corrected
 MD1196.hand held GPS observations or other comparable positioning techniques
 MD1196.and have an estimated accuracy of +/- 3 meters.
 MD1196
 MD1196.The orthometric height was determined by differential leveling and
 MD1196.adjusted by the NATIONAL GEODETIC SURVEY
 MD1196.in June 1991.
 MD1196
 MD1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1196.GEOID18 height accuracy estimate available here.
 MD1196
 MD1196.Click photographs - Photos may exist for this station.
 MD1196
 MD1196.The dynamic height is computed by dividing the NAVD 88
 MD1196.geopotential number by the normal gravity value computed on the
 MD1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1196.degrees latitude (g = 980.6199 gals.).
 MD1196
 MD1196.The modeled gravity was interpolated from observed gravity values.
 MD1196
 MD1196;                    North         East    Units  Estimated Accuracy
 MD1196;SPC IN E     -   693,372.3      81,899.6     MT  (+/- 3 meters HH1 GPS) 
 MD1196
 MD1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9320194130(NAD 83)
 MD1196
 MD1196                          SUPERSEDED SURVEY CONTROL
 MD1196
 MD1196  NGVD 29 (??/??/92)  255.566  (m)          838.47   (f) ADJ UNCH    2 0
 MD1196
 MD1196.Superseded values are not recommended for survey control.
 MD1196
 MD1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1196.See file dsdata.pdf to determine how the superseded data were derived.
 MD1196
 MD1196_MARKER: DB = BENCH MARK DISK
 MD1196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1196_SP_SET: BOX CULVERT HEADWALL
 MD1196_STAMPING: N 172 1946
 MD1196_MARK LOGO: CGS
 MD1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1196+STABILITY: SURFACE MOTION
 MD1196
 MD1196  HISTORY     - Date     Condition        Report By
 MD1196  HISTORY     - 1946     MONUMENTED       CGS
 MD1196  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1196
 MD1196                          STATION DESCRIPTION
 MD1196
 MD1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1196'3 MI W FROM NEW PARIS.
 MD1196'0.45 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT
 MD1196'THE WEST EDGE OF NEW PARIS, THENCE ABOUT 2.5 MILES WEST ALONG
 MD1196'GRAVEL AND CONCRETE ROADS, ABOUT 1.4 MILES WEST OF A CHURCH AND
 MD1196'CEMETERY, ABOUT 0.1 MILE EAST OF A CROSSROADS WITH A CONCRETE
 MD1196'ROAD LEADING EAST, A BLACK-TOP ROAD LEADING WEST, AND GRAVEL
 MD1196'ROADS LEADING NORTH AND SOUTH, AT A 3- BY 2-FOOT CONCRETE BOX
 MD1196'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL, 55
 MD1196'FEET EAST OF POWER POLE 513/561, 14 FEET NORTH OF THE CENTER LINE
 MD1196'OF THE ROAD, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.
 MD1196
 MD1196                          STATION RECOVERY (1993)
 MD1196
 MD1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1196'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1851 ***********************************************************************
 LA1851  DESIGNATION -  N 173
 LA1851  PID         -  LA1851
 LA1851  STATE/COUNTY-  IN/GRANT
 LA1851  COUNTRY     -  US
 LA1851  USGS QUAD   -  SWEETSER (2019)
 LA1851
 LA1851                         *CURRENT SURVEY CONTROL
 LA1851  ______________________________________________________________________
 LA1851* NAD 83(1986) POSITION- 40 34 50.     (N) 085 49 33.     (W)   SCALED
 LA1851* NAVD 88 ORTHO HEIGHT -   247.161 (meters)      810.89  (feet) ADJUSTED
 LA1851  ______________________________________________________________________
 LA1851  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LA1851  DYNAMIC HEIGHT  -        247.035 (meters)      810.48  (feet) COMP
 LA1851  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 LA1851
 LA1851  VERT ORDER      -  SECOND    CLASS 0
 LA1851
 LA1851.The horizontal coordinates were scaled from a map and have
 LA1851.an estimated accuracy of +/- 6 seconds.
 LA1851
 LA1851.The orthometric height was determined by differential leveling and
 LA1851.adjusted by the NATIONAL GEODETIC SURVEY
 LA1851.in June 1991.
 LA1851
 LA1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1851.GEOID18 height accuracy estimate available here.
 LA1851
 LA1851.Click photographs - Photos may exist for this station.
 LA1851
 LA1851.The dynamic height is computed by dividing the NAVD 88
 LA1851.geopotential number by the normal gravity value computed on the
 LA1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1851.degrees latitude (g = 980.6199 gals.).
 LA1851
 LA1851.The modeled gravity was interpolated from observed gravity values.
 LA1851
 LA1851;                    North         East    Units  Estimated Accuracy
 LA1851;SPC IN E     -   591,990.       86,520.      MT  (+/- 180 meters Scaled)
 LA1851
 LA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993928(NAD 83)
 LA1851
 LA1851                          SUPERSEDED SURVEY CONTROL
 LA1851
 LA1851  NGVD 29 (??/??/92)  247.285  (m)          811.30   (f) ADJ UNCH    2 0
 LA1851
 LA1851.Superseded values are not recommended for survey control.
 LA1851
 LA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1851.See file dsdata.pdf to determine how the superseded data were derived.
 LA1851
 LA1851_MARKER: DB = BENCH MARK DISK
 LA1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1851_STAMPING: N 173 1946
 LA1851_MARK LOGO: CGS
 LA1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1851+STABILITY: SURFACE MOTION
 LA1851
 LA1851  HISTORY     - Date     Condition        Report By
 LA1851  HISTORY     - 1946     MONUMENTED       CGS
 LA1851
 LA1851                          STATION DESCRIPTION
 LA1851
 LA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1851'0.6 MI N FROM MIER.
 LA1851'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 LA1851'WITH STATE HIGHWAYS 18 AND 21 AT MIER, AT THE JUNCTION OF A BLACK
 LA1851'TOP ROAD LEADING SOUTH AND A CURVE IN THE HIGHWAY, 96 FEET NORTH
 LA1851'OF THE NORTHEAST CORNER OF VERLIN BRAGGS HOUSE, 41 FEET WEST OF
 LA1851'THE CENTER LINE OF THE BLACK TOP ROAD, 38 FEET NORTH OF THE CENTER
 LA1851'LINE OF THE DRIVE WAY, 21 FEET NORTH OF A VERTICAL RAILROAD RAIL
 LA1851'FENCE CORNER POST, 1.5 FEET EAST OF THE FENCE, ABOUT 2.5 FEET
 LA1851'BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1851'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1611 ***********************************************************************
 LA1611  DESIGNATION -  N 174
 LA1611  PID         -  LA1611
 LA1611  STATE/COUNTY-  IN/GRANT
 LA1611  COUNTRY     -  US
 LA1611  USGS QUAD   -  MARION (2019)
 LA1611
 LA1611                         *CURRENT SURVEY CONTROL
 LA1611  ______________________________________________________________________
 LA1611* NAD 83(1986) POSITION- 40 34 45.     (N) 085 39 26.     (W)   SCALED
 LA1611* NAVD 88 ORTHO HEIGHT -   242.651 (meters)      796.10  (feet) ADJUSTED
 LA1611  ______________________________________________________________________
 LA1611  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 LA1611  DYNAMIC HEIGHT  -        242.528 (meters)      795.69  (feet) COMP
 LA1611  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LA1611
 LA1611  VERT ORDER      -  FIRST     CLASS II
 LA1611
 LA1611.The horizontal coordinates were scaled from a map and have
 LA1611.an estimated accuracy of +/- 6 seconds.
 LA1611
 LA1611.The orthometric height was determined by differential leveling and
 LA1611.adjusted by the NATIONAL GEODETIC SURVEY
 LA1611.in June 1991.
 LA1611
 LA1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1611.GEOID18 height accuracy estimate available here.
 LA1611
 LA1611.Click photographs - Photos may exist for this station.
 LA1611
 LA1611.The dynamic height is computed by dividing the NAVD 88
 LA1611.geopotential number by the normal gravity value computed on the
 LA1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1611.degrees latitude (g = 980.6199 gals.).
 LA1611
 LA1611.The modeled gravity was interpolated from observed gravity values.
 LA1611
 LA1611;                    North         East    Units  Estimated Accuracy
 LA1611;SPC IN E     -   591,830.      100,800.      MT  (+/- 180 meters Scaled)
 LA1611
 LA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK136929(NAD 83)
 LA1611
 LA1611                          SUPERSEDED SURVEY CONTROL
 LA1611
 LA1611  NGVD 29 (??/??/92)  242.779  (m)          796.52   (f) ADJ UNCH    1 2
 LA1611
 LA1611.Superseded values are not recommended for survey control.
 LA1611
 LA1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1611.See file dsdata.pdf to determine how the superseded data were derived.
 LA1611
 LA1611_MARKER: DB = BENCH MARK DISK
 LA1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1611_STAMPING: N 174 1946
 LA1611_MARK LOGO: CGS
 LA1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1611+STABILITY: SURFACE MOTION
 LA1611
 LA1611  HISTORY     - Date     Condition        Report By
 LA1611  HISTORY     - 1946     MONUMENTED       CGS
 LA1611
 LA1611                          STATION DESCRIPTION
 LA1611
 LA1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1611'1.5 MI N FROM MARION.
 LA1611'ABOUT 1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1611'THE STATION AT MARION, SET IN THE NORTHEAST QUARTER OF THE
 LA1611'CROSSING OF BOND AVENUE, ABOUT 1 1/2 POLE NORTH OF POLE 131/10,
 LA1611'46 FEET EAST OF THE EAST RAIL OF THE TRACK 35 FEET NORTH OF THE CENTER
 LA1611'LINE OF BOND AVENUE, 11 FEET NORTH OF A CONCRETE FENCE CORNER
 LA1611'POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, ABOUT 2 FEET BELOW
 LA1611'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1611'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0259 ***********************************************************************
 LB0259  DESIGNATION -  N 175
 LB0259  PID         -  LB0259
 LB0259  STATE/COUNTY-  IN/MIAMI
 LB0259  COUNTRY     -  US
 LB0259  USGS QUAD   -  BUNKER HILL (2019)
 LB0259
 LB0259                         *CURRENT SURVEY CONTROL
 LB0259  ______________________________________________________________________
 LB0259* NAD 83(1986) POSITION- 40 44 35.     (N) 086 05 45.     (W)   SCALED
 LB0259* NAVD 88 ORTHO HEIGHT -   198.482 (meters)      651.19  (feet) ADJUSTED
 LB0259  ______________________________________________________________________
 LB0259  GEOID HEIGHT    -        -34.236 (meters)                     GEOID18
 LB0259  DYNAMIC HEIGHT  -        198.386 (meters)      650.87  (feet) COMP
 LB0259  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LB0259
 LB0259  VERT ORDER      -  SECOND    CLASS 0
 LB0259
 LB0259.The horizontal coordinates were scaled from a map and have
 LB0259.an estimated accuracy of +/- 6 seconds.
 LB0259
 LB0259.The orthometric height was determined by differential leveling and
 LB0259.adjusted by the NATIONAL GEODETIC SURVEY
 LB0259.in June 1991.
 LB0259
 LB0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0259.GEOID18 height accuracy estimate available here.
 LB0259
 LB0259.Click photographs - Photos may exist for this station.
 LB0259
 LB0259.The dynamic height is computed by dividing the NAVD 88
 LB0259.geopotential number by the normal gravity value computed on the
 LB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0259.degrees latitude (g = 980.6199 gals.).
 LB0259
 LB0259.The modeled gravity was interpolated from observed gravity values.
 LB0259
 LB0259;                    North         East    Units  Estimated Accuracy
 LB0259;SPC IN E     -   610,110.       63,750.      MT  (+/- 180 meters Scaled)
 LB0259
 LB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL763106(NAD 83)
 LB0259
 LB0259                          SUPERSEDED SURVEY CONTROL
 LB0259
 LB0259  NGVD 29 (??/??/92)  198.61   (m)          651.6    (f) COMPUTED    2 0
 LB0259
 LB0259.Superseded values are not recommended for survey control.
 LB0259
 LB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0259.See file dsdata.pdf to determine how the superseded data were derived.
 LB0259
 LB0259_MARKER: DD = SURVEY DISK
 LB0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0259_SP_SET: BRIDGE
 LB0259_STAMPING: N 175 1946
 LB0259_MARK LOGO: INHD
 LB0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0259
 LB0259  HISTORY     - Date     Condition        Report By
 LB0259  HISTORY     - 1946     MONUMENTED       INHD
 LB0259  HISTORY     - 1946     GOOD             CGS
 LB0259  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0259
 LB0259                          STATION DESCRIPTION
 LB0259
 LB0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0259'0.1 MI S FROM PERU.
 LB0259'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM ITS INTERSECTION
 LB0259'WITH U.S. HIGHWAY 24 AT PERU, SET IN THE EAST WHEEL GUARD AT
 LB0259'THE NORTH END OF A LARGE CONCRETE AND STEEL BRIDGE OVER WABASH
 LB0259'RIVER, 23 FEET SOUTH OF THE NORTH END OF THE CONCRETE RAILING,
 LB0259'15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 0.8
 LB0259'FOOT ABOVE THE BRIDGE FLOOR.  NOTE-- MARK WAS FOUND UN-STAMPED
 LB0259'AND ASSIGNED OUR NEXT DESIGNATION.
 LB0259
 LB0259                          STATION RECOVERY (2005)
 LB0259
 LB0259'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0259'BRIDGE DECK HAS BEEN REPLACED.  NO EVIDENCE OF MARK.  INDOT DISK, F56
 LB0259'MIA, WAS FOUND HOWEVER IN THE APPROXIMATE AREA DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0362 ***********************************************************************
 ME0362  DESIGNATION -  N 176
 ME0362  PID         -  ME0362
 ME0362  STATE/COUNTY-  IN/MARSHALL
 ME0362  COUNTRY     -  US
 ME0362  USGS QUAD   -  CULVER (2019)
 ME0362
 ME0362                         *CURRENT SURVEY CONTROL
 ME0362  ______________________________________________________________________
 ME0362* NAD 83(1986) POSITION- 41 10 19.     (N) 086 22 52.     (W)   SCALED
 ME0362* NAVD 88 ORTHO HEIGHT -   228.825 (meters)      750.74  (feet) ADJUSTED
 ME0362  ______________________________________________________________________
 ME0362  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME0362  DYNAMIC HEIGHT  -        228.731 (meters)      750.43  (feet) COMP
 ME0362  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 ME0362
 ME0362  VERT ORDER      -  SECOND    CLASS 0
 ME0362
 ME0362.The horizontal coordinates were scaled from a map and have
 ME0362.an estimated accuracy of +/- 6 seconds.
 ME0362
 ME0362.The orthometric height was determined by differential leveling and
 ME0362.adjusted by the NATIONAL GEODETIC SURVEY
 ME0362.in June 1991.
 ME0362
 ME0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0362.GEOID18 height accuracy estimate available here.
 ME0362
 ME0362.Click photographs - Photos may exist for this station.
 ME0362
 ME0362.The dynamic height is computed by dividing the NAVD 88
 ME0362.geopotential number by the normal gravity value computed on the
 ME0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0362.degrees latitude (g = 980.6199 gals.).
 ME0362
 ME0362.The modeled gravity was interpolated from observed gravity values.
 ME0362
 ME0362;                    North         East    Units  Estimated Accuracy
 ME0362;SPC IN E     -   657,900.       40,050.      MT  (+/- 180 meters Scaled)
 ME0362
 ME0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL519580(NAD 83)
 ME0362
 ME0362                          SUPERSEDED SURVEY CONTROL
 ME0362
 ME0362  NGVD 29 (??/??/92)  228.947  (m)          751.14   (f) ADJ UNCH    2 0
 ME0362
 ME0362.Superseded values are not recommended for survey control.
 ME0362
 ME0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0362.See file dsdata.pdf to determine how the superseded data were derived.
 ME0362
 ME0362_MARKER: DB = BENCH MARK DISK
 ME0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0362_STAMPING: N 176 1946
 ME0362_MARK LOGO: CGS
 ME0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0362+STABILITY: SURFACE MOTION
 ME0362
 ME0362  HISTORY     - Date     Condition        Report By
 ME0362  HISTORY     - 1946     MONUMENTED       CGS
 ME0362  HISTORY     - 1984     GOOD             USPSQD
 ME0362  HISTORY     - 1988     GOOD             USPSQD
 ME0362  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0362
 ME0362                          STATION DESCRIPTION
 ME0362
 ME0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0362'4.2 MI NE FROM DELONG.
 ME0362'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0362'STATION AT DELONG, THENCE 1.75 MILE EAST ALONG STATE HIGHWAY 110,
 ME0362'ABOUT 0.25 MILE WEST OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 ME0362'SOUTH, AT THE JUNCTION WITH A ROAD LEADING NORTH, 291 FEET WEST
 ME0362'OF THE CENTER LINE OF THE JUNCTION, 114 FEET WEST OF THE NORTH
 ME0362'END OF A 36-INCH CORRUGATED STEEL PIPE CULVERT, 39 FEET NORTH
 ME0362'OF THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTH OF THE SOUTH
 ME0362'BANK OF A DITCH, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 ME0362'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 ME0362'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME0362'PROJECTING ABOUT 6 INCHES.
 ME0362
 ME0362                          STATION RECOVERY (1984)
 ME0362
 ME0362'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0362'REVISED INFORMATION: ABOUT 2.5 MILES NORTH. ALONG OLD STATE HIGHWAY
 ME0362'17 FROM DELONG, THENCE 1.75 MILES EAST ALONG STATE HIGHWAY 110,
 ME0362'(RAILROAD HAS BEEN ABANDONED AND DESTROYED). THERE IS NO WOODEN
 ME0362'WITNESS POST OR RIGHT-OF-WAY FENCE LINE.
 ME0362
 ME0362                          STATION RECOVERY (1988)
 ME0362
 ME0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSH)
 ME0362'RECOVERED IN GOOD CONDITION.
 ME0362
 ME0362                          STATION RECOVERY (2018)
 ME0362
 ME0362'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0362'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0440 ***********************************************************************
 ME0440  DESIGNATION -  N 177
 ME0440  PID         -  ME0440
 ME0440  STATE/COUNTY-  IN/FULTON
 ME0440  COUNTRY     -  US
 ME0440  USGS QUAD   -  AKRON (2019)
 ME0440
 ME0440                         *CURRENT SURVEY CONTROL
 ME0440  ______________________________________________________________________
 ME0440* NAD 83(1986) POSITION- 41 03 11.     (N) 086 01 41.     (W)   SCALED
 ME0440* NAVD 88 ORTHO HEIGHT -   259.571 (meters)      851.61  (feet) ADJUSTED
 ME0440  ______________________________________________________________________
 ME0440  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME0440  DYNAMIC HEIGHT  -        259.455 (meters)      851.23  (feet) COMP
 ME0440  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 ME0440
 ME0440  VERT ORDER      -  SECOND    CLASS 0
 ME0440
 ME0440.The horizontal coordinates were scaled from a map and have
 ME0440.an estimated accuracy of +/- 6 seconds.
 ME0440
 ME0440.The orthometric height was determined by differential leveling and
 ME0440.adjusted by the NATIONAL GEODETIC SURVEY
 ME0440.in June 1991.
 ME0440
 ME0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0440.GEOID18 height accuracy estimate available here.
 ME0440
 ME0440.Click photographs - Photos may exist for this station.
 ME0440
 ME0440.The dynamic height is computed by dividing the NAVD 88
 ME0440.geopotential number by the normal gravity value computed on the
 ME0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0440.degrees latitude (g = 980.6199 gals.).
 ME0440
 ME0440.The modeled gravity was interpolated from observed gravity values.
 ME0440
 ME0440;                    North         East    Units  Estimated Accuracy
 ME0440;SPC IN E     -   644,510.       69,620.      MT  (+/- 180 meters Scaled)
 ME0440
 ME0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816451(NAD 83)
 ME0440
 ME0440                          SUPERSEDED SURVEY CONTROL
 ME0440
 ME0440  NGVD 29 (??/??/92)  259.695  (m)          852.02   (f) ADJ UNCH    2 0
 ME0440
 ME0440.Superseded values are not recommended for survey control.
 ME0440
 ME0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0440.See file dsdata.pdf to determine how the superseded data were derived.
 ME0440
 ME0440_MARKER: DB = BENCH MARK DISK
 ME0440_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0440+WITH SETTING: PAVEMENT
 ME0440_SP_SET: FENCE POST
 ME0440_STAMPING: N 177 1946
 ME0440_MARK LOGO: CGS
 ME0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0440+STABILITY: SURFACE MOTION
 ME0440
 ME0440  HISTORY     - Date     Condition        Report By
 ME0440  HISTORY     - 1946     MONUMENTED       CGS
 ME0440  HISTORY     - 1989     GOOD             USPSQD
 ME0440  HISTORY     - 1990     GOOD             USPSQD
 ME0440
 ME0440                          STATION DESCRIPTION
 ME0440
 ME0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0440'1 MI N FROM AKRON.
 ME0440'ABOUT 1.05 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE STATE BANK
 ME0440'BUILDING AT AKRON, AT THE NORTH BOUNDARY OF THE JACK MORRIS FARM,
 ME0440'SET VERTICALLY IN THE CENTER OF THE WEST FACE OF A 2 1/2 FT X 2 1/2
 ME0440'FT MASONRY FENCE CORNER POST, 19 FEET EAST OF THE CENTER LINE OF
 ME0440'THE HIGHWAY, 2.7 FEET ABOVE THE GROUND.
 ME0440
 ME0440                          STATION RECOVERY (1989)
 ME0440
 ME0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLM)
 ME0440'RECOVERED IN GOOD CONDITION.
 ME0440
 ME0440                          STATION RECOVERY (1990)
 ME0440
 ME0440'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0437 ***********************************************************************
 ME0437  DESIGNATION -  N 178
 ME0437  PID         -  ME0437
 ME0437  STATE/COUNTY-  IN/KOSCIUSKO
 ME0437  COUNTRY     -  US
 ME0437  USGS QUAD   -  MENTONE (2019)
 ME0437
 ME0437                         *CURRENT SURVEY CONTROL
 ME0437  ______________________________________________________________________
 ME0437* NAD 83(1986) POSITION- 41 09 29.     (N) 086 02 20.     (W)   SCALED
 ME0437* NAVD 88 ORTHO HEIGHT -   256.503 (meters)      841.54  (feet) ADJUSTED
 ME0437  ______________________________________________________________________
 ME0437  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0437  DYNAMIC HEIGHT  -        256.393 (meters)      841.18  (feet) COMP
 ME0437  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 ME0437
 ME0437  VERT ORDER      -  SECOND    CLASS 0
 ME0437
 ME0437.The horizontal coordinates were scaled from a map and have
 ME0437.an estimated accuracy of +/- 6 seconds.
 ME0437
 ME0437.The orthometric height was determined by differential leveling and
 ME0437.adjusted by the NATIONAL GEODETIC SURVEY
 ME0437.in June 1991.
 ME0437
 ME0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0437.GEOID18 height accuracy estimate available here.
 ME0437
 ME0437.Click photographs - Photos may exist for this station.
 ME0437
 ME0437.The dynamic height is computed by dividing the NAVD 88
 ME0437.geopotential number by the normal gravity value computed on the
 ME0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0437.degrees latitude (g = 980.6199 gals.).
 ME0437
 ME0437.The modeled gravity was interpolated from observed gravity values.
 ME0437
 ME0437;                    North         East    Units  Estimated Accuracy
 ME0437;SPC IN E     -   656,180.       68,760.      MT  (+/- 180 meters Scaled)
 ME0437
 ME0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL806567(NAD 83)
 ME0437
 ME0437                          SUPERSEDED SURVEY CONTROL
 ME0437
 ME0437  NGVD 29 (??/??/92)  256.630  (m)          841.96   (f) ADJ UNCH    2 0
 ME0437
 ME0437.Superseded values are not recommended for survey control.
 ME0437
 ME0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0437.See file dsdata.pdf to determine how the superseded data were derived.
 ME0437
 ME0437_MARKER: DB = BENCH MARK DISK
 ME0437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0437_SP_SET: FENCE POST
 ME0437_STAMPING: N 178 1946
 ME0437_MARK LOGO: CGS
 ME0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0437
 ME0437  HISTORY     - Date     Condition        Report By
 ME0437  HISTORY     - 1946     MONUMENTED       CGS
 ME0437  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0437  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 ME0437
 ME0437                          STATION DESCRIPTION
 ME0437
 ME0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0437'1 MI S FROM MENTONE.
 ME0437'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 ME0437'WITH STATE HIGHWAY 25 AT MENTONE, ABOUT 0.25 MILE SOUTH OF A
 ME0437'LARGE TWO-STORY WHITE FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY,
 ME0437'IN THE SOUTHWEST QUARTER OF A GRAVEL CROSS ROAD, SET VERTICALLY IN
 ME0437'THE EAST FACE OF A 16 IN X 16 IN CONCRETE CORNER FENCE POST, 21
 ME0437'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF
 ME0437'THE CENTER LINE OF THE GRAVEL ROAD, AND 3 FEET ABOVE THE GROUND.
 ME0437
 ME0437                          STATION RECOVERY (1989)
 ME0437
 ME0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0437'MARK NOT FOUND.
 ME0437
 ME0437                          STATION RECOVERY (1996)
 ME0437
 ME0437'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2091 ***********************************************************************
 ME2091  DESIGNATION -  N 178 RESET
 ME2091  PID         -  ME2091
 ME2091  STATE/COUNTY-  IN/KOSCIUSKO
 ME2091  COUNTRY     -  US
 ME2091  USGS QUAD   -  MENTONE (2019)
 ME2091
 ME2091                         *CURRENT SURVEY CONTROL
 ME2091  ______________________________________________________________________
 ME2091* NAD 83(1986) POSITION- 41 09 29.     (N) 086 02 20.     (W)   SCALED
 ME2091* NAVD 88 ORTHO HEIGHT -   255.55  (meters)      838.4   (feet) RESET
 ME2091  ______________________________________________________________________
 ME2091  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME2091  VERT ORDER      -  THIRD
 ME2091
 ME2091.The horizontal coordinates were scaled from a map and have
 ME2091.an estimated accuracy of +/- 6 seconds.
 ME2091
 ME2091.The orthometric height was computed from unverified reset data.
 ME2091
 ME2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2091.GEOID18 height accuracy estimate available here.
 ME2091
 ME2091.Click photographs - Photos may exist for this station.
 ME2091
 ME2091;                    North         East    Units  Estimated Accuracy
 ME2091;SPC IN E     -   656,180.       68,760.      MT  (+/- 180 meters Scaled)
 ME2091
 ME2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL806567(NAD 83)
 ME2091
 ME2091                          SUPERSEDED SURVEY CONTROL
 ME2091
 ME2091  NGVD 29 (08/22/16)  255.68   (m)          838.8    (f) RESET       3  
 ME2091
 ME2091.Superseded values are not recommended for survey control.
 ME2091
 ME2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2091.See file dsdata.pdf to determine how the superseded data were derived.
 ME2091
 ME2091_MARKER: DV = VERTICAL CONTROL DISK
 ME2091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2091_SP_SET: BASE
 ME2091_STAMPING: N 178 RESET 1974
 ME2091_MARK LOGO: NGS
 ME2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2091
 ME2091  HISTORY     - Date     Condition        Report By
 ME2091  HISTORY     - 1974     MONUMENTED       IN-085
 ME2091  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 ME2091
 ME2091                          STATION DESCRIPTION
 ME2091
 ME2091'DESCRIBED BY KOSCIUSKO COUNTY INDIANA 1974
 ME2091'IN MENTONE.
 ME2091'48 FEET SOUTH OF THE INTERSECTION OF STATE ROAD 19 AND COUNTY ROAD
 ME2091'500, SOUTH 20 FEET WEST OF CENTERLINE OF ROAD 19 IN CONCRETE BASE
 ME2091'AT IRON POST.
 ME2091
 ME2091                          STATION RECOVERY (1996)
 ME2091
 ME2091'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0252 ***********************************************************************
 LB0252  DESIGNATION -  N 179
 LB0252  PID         -  LB0252
 LB0252  STATE/COUNTY-  IN/MIAMI
 LB0252  COUNTRY     -  US
 LB0252  USGS QUAD   -  DEEDSVILLE (2019)
 LB0252
 LB0252                         *CURRENT SURVEY CONTROL
 LB0252  ______________________________________________________________________
 LB0252* NAD 83(1986) POSITION- 40 57 32.     (N) 086 01 06.     (W)   SCALED
 LB0252* NAVD 88 ORTHO HEIGHT -   256.416 (meters)      841.26  (feet) ADJUSTED
 LB0252  ______________________________________________________________________
 LB0252  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 LB0252  DYNAMIC HEIGHT  -        256.298 (meters)      840.87  (feet) COMP
 LB0252  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 LB0252
 LB0252  VERT ORDER      -  SECOND    CLASS 0
 LB0252
 LB0252.The horizontal coordinates were scaled from a map and have
 LB0252.an estimated accuracy of +/- 6 seconds.
 LB0252
 LB0252.The orthometric height was determined by differential leveling and
 LB0252.adjusted by the NATIONAL GEODETIC SURVEY
 LB0252.in June 1991.
 LB0252
 LB0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0252.GEOID18 height accuracy estimate available here.
 LB0252
 LB0252.Click photographs - Photos may exist for this station.
 LB0252
 LB0252.The dynamic height is computed by dividing the NAVD 88
 LB0252.geopotential number by the normal gravity value computed on the
 LB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0252.degrees latitude (g = 980.6199 gals.).
 LB0252
 LB0252.The modeled gravity was interpolated from observed gravity values.
 LB0252
 LB0252;                    North         East    Units  Estimated Accuracy
 LB0252;SPC IN E     -   634,050.       70,400.      MT  (+/- 180 meters Scaled)
 LB0252
 LB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL826346(NAD 83)
 LB0252
 LB0252                          SUPERSEDED SURVEY CONTROL
 LB0252
 LB0252  NGVD 29 (??/??/92)  256.537  (m)          841.66   (f) ADJ UNCH    2 0
 LB0252
 LB0252.Superseded values are not recommended for survey control.
 LB0252
 LB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0252.See file dsdata.pdf to determine how the superseded data were derived.
 LB0252
 LB0252_MARKER: DB = BENCH MARK DISK
 LB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0252_STAMPING: N 179 1946
 LB0252_MARK LOGO: CGS
 LB0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0252+STABILITY: SURFACE MOTION
 LB0252
 LB0252  HISTORY     - Date     Condition        Report By
 LB0252  HISTORY     - 1946     MONUMENTED       CGS
 LB0252  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB0252
 LB0252                          STATION DESCRIPTION
 LB0252
 LB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0252'0.7 MI S FROM GILEAD.
 LB0252'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0252'TOWNSHIP SCHOOL AT GILEAD, ABOUT 0.2 MILE NORTH OF THE INTERSECTION
 LB0252'OF AN EAST-WEST-GRAVEL ROAD, SET AT THE DRIVE WAY LEADING TO A
 LB0252'FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY, 189 FEET SOUTHEAST
 LB0252'OF A LARGE CONCRETE SILO, 33 FEET WEST OF THE CENTER LINE OF THE
 LB0252'HIGHWAY, 80 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 10
 LB0252'FEET EAST OF POWER POLE NO. 3-176/43, 30 FEET EAST OF THE EAST
 LB0252'RAIL OF THE WINONA RAILROAD, ABOUT 1 FOOT ABOVE THE HIGHWAY,
 LB0252'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0252
 LB0252                          STATION RECOVERY (1960)
 LB0252
 LB0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB0252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0864 ***********************************************************************
 ME0864  DESIGNATION -  N 18
 ME0864  PID         -  ME0864
 ME0864  STATE/COUNTY-  IN/LA PORTE
 ME0864  COUNTRY     -  US
 ME0864  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0864
 ME0864                         *CURRENT SURVEY CONTROL
 ME0864  ______________________________________________________________________
 ME0864* NAD 83(1986) POSITION- 41 42 12.1    (N) 086 51 52.7    (W)   HD_HELD2
 ME0864* NAVD 88 ORTHO HEIGHT -   192.392 (meters)      631.21  (feet) ADJUSTED
 ME0864  ______________________________________________________________________
 ME0864  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 ME0864  DYNAMIC HEIGHT  -        192.321 (meters)      630.97  (feet) COMP
 ME0864  MODELED GRAVITY -    980,248.1   (mgal)                       NAVD 88
 ME0864
 ME0864  VERT ORDER      -  SECOND    CLASS 0
 ME0864
 ME0864.The horizontal coordinates were established by autonomous hand held GPS
 ME0864.observations and have an estimated accuracy of +/- 10 meters.
 ME0864
 ME0864.The orthometric height was determined by differential leveling and
 ME0864.adjusted by the NATIONAL GEODETIC SURVEY
 ME0864.in June 1991.
 ME0864
 ME0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0864.GEOID18 height accuracy estimate available here.
 ME0864
 ME0864.Click photographs - Photos may exist for this station.
 ME0864
 ME0864.The dynamic height is computed by dividing the NAVD 88
 ME0864.geopotential number by the normal gravity value computed on the
 ME0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0864.degrees latitude (g = 980.6199 gals.).
 ME0864
 ME0864.The modeled gravity was interpolated from observed gravity values.
 ME0864
 ME0864;                    North         East    Units  Estimated Accuracy
 ME0864;SPC IN W     -   716,694.      918,202.      MT  (+/- 10 meters HH2 GPS)
 ME0864
 ME0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1126216850(NAD 83)
 ME0864
 ME0864                          SUPERSEDED SURVEY CONTROL
 ME0864
 ME0864  NGVD 29 (??/??/92)  192.504  (m)          631.57   (f) ADJ UNCH    2 0
 ME0864
 ME0864.Superseded values are not recommended for survey control.
 ME0864
 ME0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0864.See file dsdata.pdf to determine how the superseded data were derived.
 ME0864
 ME0864_MARKER: DB = BENCH MARK DISK
 ME0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0864_STAMPING: N 18 1934
 ME0864_MARK LOGO: CGS
 ME0864_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0864+STABILITY: SURFACE MOTION
 ME0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0864+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 ME0864
 ME0864  HISTORY     - Date     Condition        Report By
 ME0864  HISTORY     - 1934     MONUMENTED       CGS
 ME0864  HISTORY     - 1985     GOOD             NGS
 ME0864  HISTORY     - 20060812 GOOD             GEOCAC
 ME0864  HISTORY     - 20080416 GOOD             INDIV
 ME0864
 ME0864                          STATION DESCRIPTION
 ME0864
 ME0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0864'1.6 MI NE FROM MICHIGAN CITY.
 ME0864'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0864'THE PERE MARQUETTE RAILWAY, 0.3 MILE SOUTHWEST OF THE PERE
 ME0864'MARQUETTE RAILWAY BRIDGE OVER INDIANA STATE HIGHWAY 29, IN THE
 ME0864'EAST ANGLE OF A TARVIA ROAD CROSSING, 13 YARDS SOUTHEAST OF THE
 ME0864'SOUTHEAST RAIL AT THE CENTER OF THE TARVIA ROAD CROSSING, 9 YARDS
 ME0864'NORTHEAST OF THE TARVIA ROAD, 2 YARDS NORTH OF A RAILWAY TELEPHONE
 ME0864'POLE, A CONCRETE POST, 6 INCHES ABOVE THE GROUND.  A STANDARD
 ME0864'DISK, STAMPED N 18 1934.
 ME0864
 ME0864                          STATION RECOVERY (1985)
 ME0864
 ME0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0864'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MICHIGAN
 ME0864'CITY, AT THE INTERSECTION OF ROESKE AVENUE AND THE CHESAPEAKE AND OHIO
 ME0864'RAILROAD, 13.9 M (45.6 FT) SOUTHEAST OF THE NEAR RAIL, 9.7 M (31.8 FT)
 ME0864'SOUTH OF THE SOUTHEAST CORNER OF A RAILROAD CROSSING SIGNAL, 8.7 M
 ME0864'(28.5 FT) EAST OF THE CENTER OF THE AVENUE, AND 1.9 M (6.2 FT) NORTH
 ME0864'OF A UTILITY POLE.
 ME0864'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 ME0864
 ME0864                          STATION RECOVERY (2006)
 ME0864
 ME0864'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME0864'RECOVERED IN GOOD CONDITION.
 ME0864
 ME0864                          STATION RECOVERY (2008)
 ME0864
 ME0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MJS)
 ME0864'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0207 ***********************************************************************
 LB0207  DESIGNATION -  N 180
 LB0207  PID         -  LB0207
 LB0207  STATE/COUNTY-  IN/MIAMI
 LB0207  COUNTRY     -  US
 LB0207  USGS QUAD   -  DEEDSVILLE (2019)
 LB0207
 LB0207                         *CURRENT SURVEY CONTROL
 LB0207  ______________________________________________________________________
 LB0207* NAD 83(1986) POSITION- 40 58 10.     (N) 086 04 15.     (W)   SCALED
 LB0207* NAVD 88 ORTHO HEIGHT -   261.226 (meters)      857.04  (feet) ADJUSTED
 LB0207  ______________________________________________________________________
 LB0207  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 LB0207  DYNAMIC HEIGHT  -        261.106 (meters)      856.65  (feet) COMP
 LB0207  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 LB0207
 LB0207  VERT ORDER      -  SECOND    CLASS 0
 LB0207
 LB0207.The horizontal coordinates were scaled from a map and have
 LB0207.an estimated accuracy of +/- 6 seconds.
 LB0207
 LB0207.The orthometric height was determined by differential leveling and
 LB0207.adjusted by the NATIONAL GEODETIC SURVEY
 LB0207.in June 1991.
 LB0207
 LB0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0207.GEOID18 height accuracy estimate available here.
 LB0207
 LB0207.Click photographs - Photos may exist for this station.
 LB0207
 LB0207.The dynamic height is computed by dividing the NAVD 88
 LB0207.geopotential number by the normal gravity value computed on the
 LB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0207.degrees latitude (g = 980.6199 gals.).
 LB0207
 LB0207.The modeled gravity was interpolated from observed gravity values.
 LB0207
 LB0207;                    North         East    Units  Estimated Accuracy
 LB0207;SPC IN E     -   635,240.       65,980.      MT  (+/- 180 meters Scaled)
 LB0207
 LB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL781357(NAD 83)
 LB0207
 LB0207                          SUPERSEDED SURVEY CONTROL
 LB0207
 LB0207  NGVD 29 (??/??/92)  261.346  (m)          857.43   (f) ADJ UNCH    2 0
 LB0207
 LB0207.Superseded values are not recommended for survey control.
 LB0207
 LB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0207.See file dsdata.pdf to determine how the superseded data were derived.
 LB0207
 LB0207_MARKER: DB = BENCH MARK DISK
 LB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0207_STAMPING: N 180 1946
 LB0207_MARK LOGO: CGS
 LB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0207+STABILITY: SURFACE MOTION
 LB0207
 LB0207  HISTORY     - Date     Condition        Report By
 LB0207  HISTORY     - 1946     MONUMENTED       CGS
 LB0207  HISTORY     - 1989     GOOD             USPSQD
 LB0207
 LB0207                          STATION DESCRIPTION
 LB0207
 LB0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0207'3 MI NW FROM GILEAD.
 LB0207'ABOUT 2.05 MILES WEST ALONG THE MACY-GILEAD ROAD FROM THE
 LB0207'CROSSROAD AT GILEAD, THENCE ABOUT 0.3 MILE NORTH, THENCE ABOUT
 LB0207'0.7 MILE WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL
 LB0207'ROAD LEADING NORTH, 113 FEET WEST AND ACROSS THE ROAD NORTH FROM
 LB0207'A 16 INCH OAK TREE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD
 LB0207'NORTH, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11.5 FEET
 LB0207'WEST OF A 6 INCH CONCRETE FENCE CORNER POST, 1 FOOT SOUTH OF THE
 LB0207'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LB0207'OF A CONCRETE POST PROJECTING 6 IN.  NOTE-- THIS MARK MAY BE
 LB0207'REACHED FROM THE M.E. CHURCH AT MACY BY GOING ABOUT 0.65 MILE
 LB0207'NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 2.8 MILES EAST ALONG
 LB0207'A GRAVEL ROAD.
 LB0207
 LB0207                          STATION RECOVERY (1989)
 LB0207
 LB0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0172 ***********************************************************************
 LB0172  DESIGNATION -  N 181
 LB0172  PID         -  LB0172
 LB0172  STATE/COUNTY-  IN/FULTON
 LB0172  COUNTRY     -  US
 LB0172  USGS QUAD   -  MACY (2019)
 LB0172
 LB0172                         *CURRENT SURVEY CONTROL
 LB0172  ______________________________________________________________________
 LB0172* NAD 83(1986) POSITION- 40 55 50.     (N) 086 14 32.     (W)   SCALED
 LB0172* NAVD 88 ORTHO HEIGHT -   244.892 (meters)      803.45  (feet) ADJUSTED
 LB0172  ______________________________________________________________________
 LB0172  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 LB0172  DYNAMIC HEIGHT  -        244.782 (meters)      803.09  (feet) COMP
 LB0172  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LB0172
 LB0172  VERT ORDER      -  SECOND    CLASS 0
 LB0172
 LB0172.The horizontal coordinates were scaled from a map and have
 LB0172.an estimated accuracy of +/- 6 seconds.
 LB0172
 LB0172.The orthometric height was determined by differential leveling and
 LB0172.adjusted by the NATIONAL GEODETIC SURVEY
 LB0172.in June 1991.
 LB0172
 LB0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0172.GEOID18 height accuracy estimate available here.
 LB0172
 LB0172.Click photographs - Photos may exist for this station.
 LB0172
 LB0172.The dynamic height is computed by dividing the NAVD 88
 LB0172.geopotential number by the normal gravity value computed on the
 LB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0172.degrees latitude (g = 980.6199 gals.).
 LB0172
 LB0172.The modeled gravity was interpolated from observed gravity values.
 LB0172
 LB0172;                    North         East    Units  Estimated Accuracy
 LB0172;SPC IN E     -   631,010.       51,530.      MT  (+/- 180 meters Scaled)
 LB0172
 LB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL637313(NAD 83)
 LB0172
 LB0172                          SUPERSEDED SURVEY CONTROL
 LB0172
 LB0172  NGVD 29 (??/??/92)  245.011  (m)          803.84   (f) ADJ UNCH    2 0
 LB0172
 LB0172.Superseded values are not recommended for survey control.
 LB0172
 LB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0172.See file dsdata.pdf to determine how the superseded data were derived.
 LB0172
 LB0172_MARKER: DB = BENCH MARK DISK
 LB0172_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0172+WITH SETTING: PAVEMENT
 LB0172_SP_SET: FENCE POST
 LB0172_STAMPING: N 181 1946
 LB0172_MARK LOGO: CGS
 LB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0172+STABILITY: SURFACE MOTION
 LB0172
 LB0172  HISTORY     - Date     Condition        Report By
 LB0172  HISTORY     - 1946     MONUMENTED       CGS
 LB0172  HISTORY     - 1989     GOOD             USPSQD
 LB0172
 LB0172                          STATION DESCRIPTION
 LB0172
 LB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0172'2.2 MI SE FROM FULTON.
 LB0172'ABOUT 0.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0172'AT FULTON, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 LB0172'THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE
 LB0172'EAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD, AT A
 LB0172'CROSS ROAD, SET IN THE CENTER OF THE WEST FACE OF A 4 FOOT CONCRETE
 LB0172'CORNER FENCE POST IN THE SOUTHEAST QUARTER OF THE INTERSECTION,
 LB0172'13 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET
 LB0172'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, ABOUT 2.5 FEET
 LB0172'ABOVE THE GROUND.
 LB0172
 LB0172                          STATION RECOVERY (1989)
 LB0172
 LB0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1643 ***********************************************************************
 LA1643  DESIGNATION -  N 182
 LA1643  PID         -  LA1643
 LA1643  STATE/COUNTY-  IN/WABASH
 LA1643  COUNTRY     -  US
 LA1643  USGS QUAD   -  WABASH (2019)
 LA1643
 LA1643                         *CURRENT SURVEY CONTROL
 LA1643  ______________________________________________________________________
 LA1643* NAD 83(1986) POSITION- 40 51 17.     (N) 085 47 22.     (W)   SCALED
 LA1643* NAVD 88 ORTHO HEIGHT -   247.557 (meters)      812.19  (feet) ADJUSTED
 LA1643  ______________________________________________________________________
 LA1643  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 LA1643  DYNAMIC HEIGHT  -        247.441 (meters)      811.81  (feet) COMP
 LA1643  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 LA1643
 LA1643  VERT ORDER      -  FIRST     CLASS II
 LA1643
 LA1643.The horizontal coordinates were scaled from a map and have
 LA1643.an estimated accuracy of +/- 6 seconds.
 LA1643
 LA1643.The orthometric height was determined by differential leveling and
 LA1643.adjusted by the NATIONAL GEODETIC SURVEY
 LA1643.in June 1991.
 LA1643
 LA1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1643.GEOID18 height accuracy estimate available here.
 LA1643
 LA1643.Click photographs - Photos may exist for this station.
 LA1643
 LA1643.The dynamic height is computed by dividing the NAVD 88
 LA1643.geopotential number by the normal gravity value computed on the
 LA1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1643.degrees latitude (g = 980.6199 gals.).
 LA1643
 LA1643.The modeled gravity was interpolated from observed gravity values.
 LA1643
 LA1643;                    North         East    Units  Estimated Accuracy
 LA1643;SPC IN E     -   622,430.       89,650.      MT  (+/- 180 meters Scaled)
 LA1643
 LA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020233(NAD 83)
 LA1643
 LA1643                          SUPERSEDED SURVEY CONTROL
 LA1643
 LA1643  NGVD 29 (??/??/92)  247.680  (m)          812.60   (f) ADJ UNCH    1 2
 LA1643
 LA1643.Superseded values are not recommended for survey control.
 LA1643
 LA1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1643.See file dsdata.pdf to determine how the superseded data were derived.
 LA1643
 LA1643_MARKER: DB = BENCH MARK DISK
 LA1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1643_SP_SET: GRAIN ELEVATOR
 LA1643_STAMPING: N 182 1946
 LA1643_MARK LOGO: CGS
 LA1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1643
 LA1643  HISTORY     - Date     Condition        Report By
 LA1643  HISTORY     - 1946     MONUMENTED       CGS
 LA1643
 LA1643                          STATION DESCRIPTION
 LA1643
 LA1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1643'AT SPEICHER.
 LA1643'AT SPEICHER, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 7 POLES
 LA1643'SOUTH OF MILE POST 109, SET VERTICALLY IN THE EAST FACE OF
 LA1643'THE NORTHEAST CORNER OF THE GRAIN ELEVATOR, 49 FEET WEST OF THE
 LA1643'WEST RAIL OF THE MAIN TRACK, 1 FOOT SOUTH OF THE NORTHEAST
 LA1643'CORNER, ABOUT 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0160 ***********************************************************************
 LB0160  DESIGNATION -  N 183
 LB0160  PID         -  LB0160
 LB0160  STATE/COUNTY-  IN/MIAMI
 LB0160  COUNTRY     -  US
 LB0160  USGS QUAD   -  PERU (2019)
 LB0160
 LB0160                         *CURRENT SURVEY CONTROL
 LB0160  ______________________________________________________________________
 LB0160* NAD 83(1986) POSITION- 40 52 00.     (N) 086 05 32.     (W)   SCALED
 LB0160* NAVD 88 ORTHO HEIGHT -   219.866 (meters)      721.34  (feet) ADJUSTED
 LB0160  ______________________________________________________________________
 LB0160  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LB0160  DYNAMIC HEIGHT  -        219.763 (meters)      721.01  (feet) COMP
 LB0160  MODELED GRAVITY -    980,151.3   (mgal)                       NAVD 88
 LB0160
 LB0160  VERT ORDER      -  SECOND    CLASS 0
 LB0160
 LB0160.The horizontal coordinates were scaled from a map and have
 LB0160.an estimated accuracy of +/- 6 seconds.
 LB0160
 LB0160.The orthometric height was determined by differential leveling and
 LB0160.adjusted by the NATIONAL GEODETIC SURVEY
 LB0160.in June 1991.
 LB0160
 LB0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0160.GEOID18 height accuracy estimate available here.
 LB0160
 LB0160.Click photographs - Photos may exist for this station.
 LB0160
 LB0160.The dynamic height is computed by dividing the NAVD 88
 LB0160.geopotential number by the normal gravity value computed on the
 LB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0160.degrees latitude (g = 980.6199 gals.).
 LB0160
 LB0160.The modeled gravity was interpolated from observed gravity values.
 LB0160
 LB0160;                    North         East    Units  Estimated Accuracy
 LB0160;SPC IN E     -   623,840.       64,130.      MT  (+/- 180 meters Scaled)
 LB0160
 LB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL764243(NAD 83)
 LB0160
 LB0160                          SUPERSEDED SURVEY CONTROL
 LB0160
 LB0160  NGVD 29 (??/??/92)  219.986  (m)          721.74   (f) ADJ UNCH    2 0
 LB0160
 LB0160.Superseded values are not recommended for survey control.
 LB0160
 LB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0160.See file dsdata.pdf to determine how the superseded data were derived.
 LB0160
 LB0160_MARKER: DB = BENCH MARK DISK
 LB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0160_STAMPING: N 183 1946
 LB0160_MARK LOGO: CGS
 LB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0160+STABILITY: SURFACE MOTION
 LB0160
 LB0160  HISTORY     - Date     Condition        Report By
 LB0160  HISTORY     - 1946     MONUMENTED       CGS
 LB0160  HISTORY     - 1989     GOOD             USPSQD
 LB0160
 LB0160                          STATION DESCRIPTION
 LB0160
 LB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0160'0.8 MI W FROM DENVER.
 LB0160'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 16 FROM THE BANK BUILDING
 LB0160'AT DENVER, ABOUT 0.4 MILE WEST OF A SINGLE SPAN STEEL BRIDGE OVER
 LB0160'A DITCH, SET AT A WOODEN GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND
 LB0160'AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 LB0160'SOUTHWEST, 318 FEET SOUTHEAST OF A WINDMILL WELL PUMP, 92 FEET
 LB0160'WEST OF A T FENCE CORNER POST, 37 FEET NORTHWEST OF THE CURVE
 LB0160'WARNING SIGN, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0160'9 FEET EAST OF THE EAST GATE POST, 1 FOOT SOUTH OF THE FENCE, ABOUT
 LB0160'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LB0160'PROJECTING 6 INCHES.
 LB0160
 LB0160                          STATION RECOVERY (1989)
 LB0160
 LB0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1100 ***********************************************************************
 MD1100  DESIGNATION -  N 186
 MD1100  PID         -  MD1100
 MD1100  STATE/COUNTY-  IN/WHITLEY
 MD1100  COUNTRY     -  US
 MD1100  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1100
 MD1100                         *CURRENT SURVEY CONTROL
 MD1100  ______________________________________________________________________
 MD1100* NAD 83(1986) POSITION- 41 06 14.     (N) 085 40 01.     (W)   SCALED
 MD1100* NAVD 88 ORTHO HEIGHT -   255.431 (meters)      838.03  (feet) ADJUSTED
 MD1100  ______________________________________________________________________
 MD1100  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 MD1100  DYNAMIC HEIGHT  -        255.320 (meters)      837.66  (feet) COMP
 MD1100  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 MD1100
 MD1100  VERT ORDER      -  SECOND    CLASS 0
 MD1100
 MD1100.The horizontal coordinates were scaled from a map and have
 MD1100.an estimated accuracy of +/- 6 seconds.
 MD1100
 MD1100.The orthometric height was determined by differential leveling and
 MD1100.adjusted by the NATIONAL GEODETIC SURVEY
 MD1100.in June 1991.
 MD1100
 MD1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1100.GEOID18 height accuracy estimate available here.
 MD1100
 MD1100.Click photographs - Photos may exist for this station.
 MD1100
 MD1100.The dynamic height is computed by dividing the NAVD 88
 MD1100.geopotential number by the normal gravity value computed on the
 MD1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1100.degrees latitude (g = 980.6199 gals.).
 MD1100
 MD1100.The modeled gravity was interpolated from observed gravity values.
 MD1100
 MD1100;                    North         East    Units  Estimated Accuracy
 MD1100;SPC IN E     -   650,100.       99,980.      MT  (+/- 180 meters Scaled)
 MD1100
 MD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL119511(NAD 83)
 MD1100
 MD1100                          SUPERSEDED SURVEY CONTROL
 MD1100
 MD1100  NGVD 29 (??/??/92)  255.560  (m)          838.45   (f) ADJ UNCH    2 0
 MD1100
 MD1100.Superseded values are not recommended for survey control.
 MD1100
 MD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1100.See file dsdata.pdf to determine how the superseded data were derived.
 MD1100
 MD1100_MARKER: DB = BENCH MARK DISK
 MD1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1100_STAMPING: N 186 1946
 MD1100_MARK LOGO: CGS
 MD1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1100+STABILITY: SURFACE MOTION
 MD1100
 MD1100  HISTORY     - Date     Condition        Report By
 MD1100  HISTORY     - 1946     MONUMENTED       CGS
 MD1100  HISTORY     - 1961     GOOD             CGS
 MD1100
 MD1100                          STATION DESCRIPTION
 MD1100
 MD1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1100'3.3 MI NW FROM SOUTH WHITLEY.
 MD1100'ABOUT 1.35 MILES N ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1100'OFFICE IN SOUTH WHITLEY, THENCE 1.95 MILES W ALONG NO. 400 S
 MD1100'ASPHALT COUNTY ROAD, 0.4 MILE W OF ASPHALT CROSSROADS, 0.1 MILE
 MD1100'W OF NO. 900 W GRAVEL COUNTY ROAD, 104 FEET W OF CENTER LINE OF
 MD1100'DRIVEWAY TO BARNS ON N SIDE OF ROAD, 54 FEET SW OF SW CORNER
 MD1100'OF CELLAR REMAINS OF HOUSE ON THE CARL THOMSON FARM, 42 FEET W OF
 MD1100'A FENCE CORNER, 25 FEET W OF NO. 95-698 POWER POLE, 23 FEET N OF
 MD1100'CENTER LINE OF 16-FOOT ASPHALT ROAD, 0.8 FOOT HIGHER THAN SAME,
 MD1100'2.0 FEET N OF STEEL WITNESS POST, AND PROJECTS 0.6 FOOT.  MARK
 MD1100'IS ABOUT 4 MILES E OF SIDNEY AND ABOUT 1.0 MILES E OF
 MD1100'KOSCIUSKO-WHITLEY COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1665 ***********************************************************************
 LA1665  DESIGNATION -  N 187
 LA1665  PID         -  LA1665
 LA1665  STATE/COUNTY-  IN/HUNTINGTON
 LA1665  COUNTRY     -  US
 LA1665  USGS QUAD   -  BIPPUS (2019)
 LA1665
 LA1665                         *CURRENT SURVEY CONTROL
 LA1665  ______________________________________________________________________
 LA1665* NAD 83(1986) POSITION- 40 52 45.     (N) 085 34 19.     (W)   SCALED
 LA1665* NAVD 88 ORTHO HEIGHT -   214.336 (meters)      703.20  (feet) ADJUSTED
 LA1665  ______________________________________________________________________
 LA1665  GEOID HEIGHT    -        -34.041 (meters)                     GEOID18
 LA1665  DYNAMIC HEIGHT  -        214.234 (meters)      702.87  (feet) COMP
 LA1665  MODELED GRAVITY -    980,145.9   (mgal)                       NAVD 88
 LA1665
 LA1665  VERT ORDER      -  SECOND    CLASS 0
 LA1665
 LA1665.The horizontal coordinates were scaled from a map and have
 LA1665.an estimated accuracy of +/- 6 seconds.
 LA1665
 LA1665.The orthometric height was determined by differential leveling and
 LA1665.adjusted by the NATIONAL GEODETIC SURVEY
 LA1665.in June 1991.
 LA1665
 LA1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1665.GEOID18 height accuracy estimate available here.
 LA1665
 LA1665.Click photographs - Photos may exist for this station.
 LA1665
 LA1665.The dynamic height is computed by dividing the NAVD 88
 LA1665.geopotential number by the normal gravity value computed on the
 LA1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1665.degrees latitude (g = 980.6199 gals.).
 LA1665
 LA1665.The modeled gravity was interpolated from observed gravity values.
 LA1665
 LA1665;                    North         East    Units  Estimated Accuracy
 LA1665;SPC IN E     -   625,140.      107,980.      MT  (+/- 180 meters Scaled)
 LA1665
 LA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL203263(NAD 83)
 LA1665
 LA1665                          SUPERSEDED SURVEY CONTROL
 LA1665
 LA1665  NGVD 29 (??/??/92)  214.466  (m)          703.63   (f) ADJ UNCH    2 0
 LA1665
 LA1665.Superseded values are not recommended for survey control.
 LA1665
 LA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1665.See file dsdata.pdf to determine how the superseded data were derived.
 LA1665
 LA1665_MARKER: DB = BENCH MARK DISK
 LA1665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1665_SP_SET: CULVERT HEADWALL
 LA1665_STAMPING: N 187 1946
 LA1665_MARK LOGO: CGS
 LA1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1665+STABILITY: SURFACE MOTION
 LA1665
 LA1665  HISTORY     - Date     Condition        Report By
 LA1665  HISTORY     - 1946     MONUMENTED       CGS
 LA1665  HISTORY     - 1965     GOOD             CGS
 LA1665
 LA1665                          STATION DESCRIPTION
 LA1665
 LA1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1665'4.6 MI W FROM HUNTINGTON.
 LA1665'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 24 FROM CENTRAL SCHOOL
 LA1665'BUILDING AT HUNTINGTON, ABOUT 30 YARDS SOUTHEAST AND ACROSS
 LA1665'THE HIGHWAY FROM A DREWRYS ALE AND BEER SIGN BOARD, ABOUT 75
 LA1665'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A T FENCE CORNER
 LA1665'IN THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, IN THE EAST END OF THE
 LA1665'SOUTH CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 17.5
 LA1665'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST
 LA1665'OF THE EAST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1665
 LA1665                          STATION RECOVERY (1965)
 LA1665
 LA1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0895 ***********************************************************************
 LA0895  DESIGNATION -  N 188
 LA0895  PID         -  LA0895
 LA0895  STATE/COUNTY-  IN/HUNTINGTON
 LA0895  COUNTRY     -  US
 LA0895  USGS QUAD   -  ZANESVILLE (2019)
 LA0895
 LA0895                         *CURRENT SURVEY CONTROL
 LA0895  ______________________________________________________________________
 LA0895* NAD 83(1986) POSITION- 40 54 13.     (N) 085 22 28.     (W)   SCALED
 LA0895* NAVD 88 ORTHO HEIGHT -   233.412 (meters)      765.79  (feet) ADJUSTED
 LA0895  ______________________________________________________________________
 LA0895  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 LA0895  DYNAMIC HEIGHT  -        233.305 (meters)      765.43  (feet) COMP
 LA0895  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 LA0895
 LA0895  VERT ORDER      -  SECOND    CLASS 0
 LA0895
 LA0895.The horizontal coordinates were scaled from a map and have
 LA0895.an estimated accuracy of +/- 6 seconds.
 LA0895
 LA0895.The orthometric height was determined by differential leveling and
 LA0895.adjusted by the NATIONAL GEODETIC SURVEY
 LA0895.in June 1991.
 LA0895
 LA0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0895.GEOID18 height accuracy estimate available here.
 LA0895
 LA0895.Click photographs - Photos may exist for this station.
 LA0895
 LA0895.The dynamic height is computed by dividing the NAVD 88
 LA0895.geopotential number by the normal gravity value computed on the
 LA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0895.degrees latitude (g = 980.6199 gals.).
 LA0895
 LA0895.The modeled gravity was interpolated from observed gravity values.
 LA0895
 LA0895;                    North         East    Units  Estimated Accuracy
 LA0895;SPC IN E     -   627,900.      124,620.      MT  (+/- 180 meters Scaled)
 LA0895
 LA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL369293(NAD 83)
 LA0895
 LA0895                          SUPERSEDED SURVEY CONTROL
 LA0895
 LA0895  NGVD 29 (??/??/92)  233.552  (m)          766.25   (f) ADJ UNCH    2 0
 LA0895
 LA0895.Superseded values are not recommended for survey control.
 LA0895
 LA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0895.See file dsdata.pdf to determine how the superseded data were derived.
 LA0895
 LA0895_MARKER: DB = BENCH MARK DISK
 LA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0895_STAMPING: N 188 1946
 LA0895_MARK LOGO: CGS
 LA0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0895+STABILITY: SURFACE MOTION
 LA0895
 LA0895  HISTORY     - Date     Condition        Report By
 LA0895  HISTORY     - 1946     MONUMENTED       CGS
 LA0895  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0895
 LA0895                          STATION DESCRIPTION
 LA0895
 LA0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0895'2.2 MI E FROM MARDENIS.
 LA0895'ABOUT 2.15 MILES EAST ALONG A PAVED ROAD FROM THE CROSS ROADS
 LA0895'AT MARDENIS, ABOUT 0.2 MILE EAST OF A HIGH TENSION POWER LINE
 LA0895'CROSSING, IN THE NORTHEAST QUARTER OF A NORTH-SOUTH ROAD
 LA0895'INTERSECTION, 65 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA0895'ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 63
 LA0895'FEET NORTHEAST AND ACROSS THE EAST-WEST ROAD FROM A FENCE
 LA0895'CORNER, 49 FEET EAST OF A TELEPHONE POLE, 1 FOOT ABOVE ROAD
 LA0895'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LA0895'INCHES.
 LA0895
 LA0895                          STATION RECOVERY (2014)
 LA0895
 LA0895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0895'T-E, INC. MARK NOT FOUND.  LOCATION FALLS IN TILLED AREA OF A FARM
 LA0895'FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0884 ***********************************************************************
 LA0884  DESIGNATION -  N 189
 LA0884  PID         -  LA0884
 LA0884  STATE/COUNTY-  IN/ALLEN
 LA0884  COUNTRY     -  US
 LA0884  USGS QUAD   -  OSSIAN (2019)
 LA0884
 LA0884                         *CURRENT SURVEY CONTROL
 LA0884  ______________________________________________________________________
 LA0884* NAD 83(1986) POSITION- 40 58 31.     (N) 085 13 29.     (W)   SCALED
 LA0884* NAVD 88 ORTHO HEIGHT -   240.922 (meters)      790.42  (feet) ADJUSTED
 LA0884  ______________________________________________________________________
 LA0884  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 LA0884  DYNAMIC HEIGHT  -        240.818 (meters)      790.08  (feet) COMP
 LA0884  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 LA0884
 LA0884  VERT ORDER      -  SECOND    CLASS 0
 LA0884
 LA0884.The horizontal coordinates were scaled from a map and have
 LA0884.an estimated accuracy of +/- 6 seconds.
 LA0884
 LA0884.The orthometric height was determined by differential leveling and
 LA0884.adjusted by the NATIONAL GEODETIC SURVEY
 LA0884.in June 1991.
 LA0884
 LA0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0884.GEOID18 height accuracy estimate available here.
 LA0884
 LA0884.Click photographs - Photos may exist for this station.
 LA0884
 LA0884.The dynamic height is computed by dividing the NAVD 88
 LA0884.geopotential number by the normal gravity value computed on the
 LA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0884.degrees latitude (g = 980.6199 gals.).
 LA0884
 LA0884.The modeled gravity was interpolated from observed gravity values.
 LA0884
 LA0884;                    North         East    Units  Estimated Accuracy
 LA0884;SPC IN E     -   635,910.      137,200.      MT  (+/- 180 meters Scaled)
 LA0884
 LA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL493375(NAD 83)
 LA0884
 LA0884                          SUPERSEDED SURVEY CONTROL
 LA0884
 LA0884  NGVD 29 (??/??/92)  241.072  (m)          790.92   (f) ADJ UNCH    2 0
 LA0884
 LA0884.Superseded values are not recommended for survey control.
 LA0884
 LA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0884.See file dsdata.pdf to determine how the superseded data were derived.
 LA0884
 LA0884_MARKER: DB = BENCH MARK DISK
 LA0884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0884_SP_SET: BOX CULVERT HEADWALL
 LA0884_STAMPING: N 189 1946
 LA0884_MARK LOGO: CGS
 LA0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0884+STABILITY: SURFACE MOTION
 LA0884
 LA0884  HISTORY     - Date     Condition        Report By
 LA0884  HISTORY     - 1946     MONUMENTED       CGS
 LA0884  HISTORY     - 1951     GOOD             CGS
 LA0884
 LA0884                          STATION DESCRIPTION
 LA0884
 LA0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0884'6 MI SW FROM WAYNEDALE.
 LA0884'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA0884'WITH STATE HIGHWAY 3 AT WAYNEDALE, THENCE 3.0 MILES WEST ALONG
 LA0884'A GRAVEL ROAD, AT THE SIX-POINT INTERSECTION OF THE EAST-WEST
 LA0884'GRAVEL ROAD, A NORTH-SOUTH GRAVEL ROAD AND STATE HIGHWAY 3,
 LA0884'IN THE NORTH-NORTHEAST ANGLE OF THE INTERSECTION, IN THE TOP OF
 LA0884'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 4-FOOT CONCRETE
 LA0884'BOX CULVERT, 57 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA0884'ROAD, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55
 LA0884'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.1 FOOT
 LA0884'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT LEVEL
 LA0884'WITH THE CENTER OF THE INTERSECTION.
 LA0884
 LA0884                          STATION RECOVERY (1951)
 LA0884
 LA0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LA0884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0903 ***********************************************************************
 ME0903  DESIGNATION -  N 19
 ME0903  PID         -  ME0903
 ME0903  STATE/COUNTY-  IN/LA PORTE
 ME0903  COUNTRY     -  US
 ME0903  USGS QUAD   -  LAPORTE EAST (2019)
 ME0903
 ME0903                         *CURRENT SURVEY CONTROL
 ME0903  ______________________________________________________________________
 ME0903* NAD 83(1986) POSITION- 41 37 17.     (N) 086 42 24.     (W)   SCALED
 ME0903* NAVD 88 ORTHO HEIGHT -   248.536 (meters)      815.41  (feet) ADJUSTED
 ME0903  ______________________________________________________________________
 ME0903  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME0903  DYNAMIC HEIGHT  -        248.439 (meters)      815.09  (feet) COMP
 ME0903  MODELED GRAVITY -    980,227.5   (mgal)                       NAVD 88
 ME0903
 ME0903  VERT ORDER      -  SECOND    CLASS 0
 ME0903
 ME0903.The horizontal coordinates were scaled from a map and have
 ME0903.an estimated accuracy of +/- 6 seconds.
 ME0903
 ME0903.The orthometric height was determined by differential leveling and
 ME0903.adjusted by the NATIONAL GEODETIC SURVEY
 ME0903.in June 1991.
 ME0903
 ME0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0903.GEOID18 height accuracy estimate available here.
 ME0903
 ME0903.Click photographs - Photos may exist for this station.
 ME0903
 ME0903.The dynamic height is computed by dividing the NAVD 88
 ME0903.geopotential number by the normal gravity value computed on the
 ME0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0903.degrees latitude (g = 980.6199 gals.).
 ME0903
 ME0903.The modeled gravity was interpolated from observed gravity values.
 ME0903
 ME0903;                    North         East    Units  Estimated Accuracy
 ME0903;SPC IN W     -   707,640.      931,390.      MT  (+/- 180 meters Scaled)
 ME0903
 ME0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM244077(NAD 83)
 ME0903
 ME0903                          SUPERSEDED SURVEY CONTROL
 ME0903
 ME0903  NGVD 29 (??/??/92)  248.637  (m)          815.74   (f) ADJ UNCH    2 0
 ME0903
 ME0903.Superseded values are not recommended for survey control.
 ME0903
 ME0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0903.See file dsdata.pdf to determine how the superseded data were derived.
 ME0903
 ME0903_MARKER: DB = BENCH MARK DISK
 ME0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0903_STAMPING: N 19 1934
 ME0903_MARK LOGO: CGS
 ME0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0903+STABILITY: SURFACE MOTION
 ME0903
 ME0903  HISTORY     - Date     Condition        Report By
 ME0903  HISTORY     - 1934     MONUMENTED       CGS
 ME0903  HISTORY     - 1946     GOOD             CGS
 ME0903  HISTORY     - 1962     GOOD             CGS
 ME0903  HISTORY     - 1976     GOOD             LOCSUR
 ME0903  HISTORY     - 20130322 MARK NOT FOUND   INDOT
 ME0903
 ME0903                          STATION DESCRIPTION
 ME0903
 ME0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0903'AT LA PORTE.
 ME0903'AT LA PORTE, LA PORTE COUNTY, 55 FEET EAST OF THE CENTER OF THE
 ME0903'INTERSECTION OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 ME0903'AND THE NEW YORK CENTRAL RAILROAD, ABOUT 45 YARDS SOUTHEAST
 ME0903'OF THE SOUTH CORNER OF THE U.S. SLICING MACHINE CO. BUILDING,
 ME0903'55 FEET EAST OF THE EAST CORNER OF SWITCH TOWER WR, 46 FEET
 ME0903'SOUTHEAST OF THE SOUTHEAST RAIL OF THE N.Y.C.R.R., 20 FEET
 ME0903'NORTHEAST OF THE NORTHEAST RAIL OF THE N.Y., C. AND ST.L.R.R.,
 ME0903'5.0 FEET SOUTHEAST OF A WIRE FENCE CORNER, 2.5 FEET SOUTHWEST
 ME0903'OF THE FENCE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 ME0903'AND ABOUT 3 FEET HIGHER THAN THE N.Y., C. AND ST.L.R.R. TRACK.  A
 ME0903'BRONZE DISK, STAMPED N 19 1934 AND SET IN THE TOP OF A CONCRETE
 ME0903'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ME0903
 ME0903                          STATION RECOVERY (1962)
 ME0903
 ME0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 ME0903'RECOVERED IN GOOD CONDITION.
 ME0903
 ME0903                          STATION RECOVERY (1976)
 ME0903
 ME0903'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME0903'RECOVERED IN GOOD CONDITION.
 ME0903
 ME0903                          STATION RECOVERY (2013)
 ME0903
 ME0903'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0903'MOST LIKELY DESTROYED BY RAILROAD CONSTRUCTION IN AREA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1650 ***********************************************************************
 LA1650  DESIGNATION -  N 190
 LA1650  PID         -  LA1650
 LA1650  STATE/COUNTY-  IN/WABASH
 LA1650  COUNTRY     -  US
 LA1650  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1650
 LA1650                         *CURRENT SURVEY CONTROL
 LA1650  ______________________________________________________________________
 LA1650* NAD 83(1986) POSITION- 40 56 30.     (N) 085 47 26.     (W)   SCALED
 LA1650* NAVD 88 ORTHO HEIGHT -   240.836 (meters)      790.14  (feet) ADJUSTED
 LA1650  ______________________________________________________________________
 LA1650  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 LA1650  DYNAMIC HEIGHT  -        240.725 (meters)      789.78  (feet) COMP
 LA1650  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 LA1650
 LA1650  VERT ORDER      -  FIRST     CLASS II
 LA1650
 LA1650.The horizontal coordinates were scaled from a map and have
 LA1650.an estimated accuracy of +/- 6 seconds.
 LA1650
 LA1650.The orthometric height was determined by differential leveling and
 LA1650.adjusted by the NATIONAL GEODETIC SURVEY
 LA1650.in June 1991.
 LA1650
 LA1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1650.GEOID18 height accuracy estimate available here.
 LA1650
 LA1650.Click photographs - Photos may exist for this station.
 LA1650
 LA1650.The dynamic height is computed by dividing the NAVD 88
 LA1650.geopotential number by the normal gravity value computed on the
 LA1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1650.degrees latitude (g = 980.6199 gals.).
 LA1650
 LA1650.The modeled gravity was interpolated from observed gravity values.
 LA1650
 LA1650;                    North         East    Units  Estimated Accuracy
 LA1650;SPC IN E     -   632,090.       89,570.      MT  (+/- 180 meters Scaled)
 LA1650
 LA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018329(NAD 83)
 LA1650
 LA1650                          SUPERSEDED SURVEY CONTROL
 LA1650
 LA1650  NGVD 29 (??/??/92)  240.960  (m)          790.55   (f) ADJ UNCH    1 2
 LA1650
 LA1650.Superseded values are not recommended for survey control.
 LA1650
 LA1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1650.See file dsdata.pdf to determine how the superseded data were derived.
 LA1650
 LA1650_MARKER: DB = BENCH MARK DISK
 LA1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1650_STAMPING: N 190 1946
 LA1650_MARK LOGO: CGS
 LA1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1650+STABILITY: SURFACE MOTION
 LA1650
 LA1650  HISTORY     - Date     Condition        Report By
 LA1650  HISTORY     - 1946     MONUMENTED       CGS
 LA1650
 LA1650                          STATION DESCRIPTION
 LA1650
 LA1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1650'4 MI S FROM NORTH MANCHESTER.
 LA1650'ABOUT 4.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1650'THE STATION AT NORTH MANCHESTER, AT A GRAVEL ROAD CROSSING,
 LA1650'ABOUT 24 RAILS SOUTH OF MILEPOST 103, 53 FEET SOUTH OF THE
 LA1650'CENTER LINE OF THE ROAD, 43.5 FEET EAST OF THE EAST RAIL OF THE
 LA1650'TRACK, 17 FEET SOUTHEAST OF POLE 103/05, 33 FEET SOUTH OF A
 LA1650'FENCE CORNER, 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE,
 LA1650'ABOUT 2 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A
 LA1650'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1880 ***********************************************************************
 LA1880  DESIGNATION -  N 191
 LA1880  PID         -  LA1880
 LA1880  STATE/COUNTY-  IN/MIAMI
 LA1880  COUNTRY     -  US
 LA1880  USGS QUAD   -  AMBOY (2019)
 LA1880
 LA1880                         *CURRENT SURVEY CONTROL
 LA1880  ______________________________________________________________________
 LA1880* NAD 83(1986) POSITION- 40 34 39.     (N) 085 53 49.     (W)   SCALED
 LA1880* NAVD 88 ORTHO HEIGHT -   252.482 (meters)      828.35  (feet) ADJUSTED
 LA1880  ______________________________________________________________________
 LA1880  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LA1880  DYNAMIC HEIGHT  -        252.354 (meters)      827.93  (feet) COMP
 LA1880  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 LA1880
 LA1880  VERT ORDER      -  SECOND    CLASS 0
 LA1880
 LA1880.The horizontal coordinates were scaled from a map and have
 LA1880.an estimated accuracy of +/- 6 seconds.
 LA1880
 LA1880.The orthometric height was determined by differential leveling and
 LA1880.adjusted by the NATIONAL GEODETIC SURVEY
 LA1880.in June 1991.
 LA1880
 LA1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1880.GEOID18 height accuracy estimate available here.
 LA1880
 LA1880.Click photographs - Photos may exist for this station.
 LA1880
 LA1880.The dynamic height is computed by dividing the NAVD 88
 LA1880.geopotential number by the normal gravity value computed on the
 LA1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1880.degrees latitude (g = 980.6199 gals.).
 LA1880
 LA1880.The modeled gravity was interpolated from observed gravity values.
 LA1880
 LA1880;                    North         East    Units  Estimated Accuracy
 LA1880;SPC IN E     -   591,670.       80,500.      MT  (+/- 180 meters Scaled)
 LA1880
 LA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933924(NAD 83)
 LA1880
 LA1880                          SUPERSEDED SURVEY CONTROL
 LA1880
 LA1880  NGVD 29 (??/??/92)  252.606  (m)          828.76   (f) ADJ UNCH    2 0
 LA1880
 LA1880.Superseded values are not recommended for survey control.
 LA1880
 LA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1880.See file dsdata.pdf to determine how the superseded data were derived.
 LA1880
 LA1880_MARKER: DB = BENCH MARK DISK
 LA1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1880_STAMPING: N 191 1946
 LA1880_MARK LOGO: CGS
 LA1880_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1880+STABILITY: SURFACE MOTION
 LA1880
 LA1880  HISTORY     - Date     Condition        Report By
 LA1880  HISTORY     - 1946     MONUMENTED       CGS
 LA1880
 LA1880                          STATION DESCRIPTION
 LA1880
 LA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1880'1.2 MI W FROM CONVERSE.
 LA1880'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1880'LIBRARY AT CONVERSE, AT THE CONVERSE AIRPORT, 30 FEET WEST
 LA1880'OF THE CENTER LINE OF THE ENTRANCE LANE, 4 FEET WEST OF A
 LA1880'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE ALONG THE NORTH
 LA1880'EDGE OF THE FIELD, ABOUT 1 FOOT ABOVE THE DRIVE WAY, AND SET
 LA1880'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1806 ***********************************************************************
 LA1806  DESIGNATION -  N 192
 LA1806  PID         -  LA1806
 LA1806  STATE/COUNTY-  IN/MIAMI
 LA1806  COUNTRY     -  US
 LA1806  USGS QUAD   -  PEORIA (2019)
 LA1806
 LA1806                         *CURRENT SURVEY CONTROL
 LA1806  ______________________________________________________________________
 LA1806* NAD 83(1986) POSITION- 40 42 30.     (N) 085 58 07.     (W)   SCALED
 LA1806* NAVD 88 ORTHO HEIGHT -   244.341 (meters)      801.64  (feet) ADJUSTED
 LA1806  ______________________________________________________________________
 LA1806  GEOID HEIGHT    -        -34.303 (meters)                     GEOID18
 LA1806  DYNAMIC HEIGHT  -        244.222 (meters)      801.25  (feet) COMP
 LA1806  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 LA1806
 LA1806  VERT ORDER      -  SECOND    CLASS 0
 LA1806
 LA1806.The horizontal coordinates were scaled from a map and have
 LA1806.an estimated accuracy of +/- 6 seconds.
 LA1806
 LA1806.The orthometric height was determined by differential leveling and
 LA1806.adjusted by the NATIONAL GEODETIC SURVEY
 LA1806.in June 1991.
 LA1806
 LA1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1806.GEOID18 height accuracy estimate available here.
 LA1806
 LA1806.Click photographs - Photos may exist for this station.
 LA1806
 LA1806.The dynamic height is computed by dividing the NAVD 88
 LA1806.geopotential number by the normal gravity value computed on the
 LA1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1806.degrees latitude (g = 980.6199 gals.).
 LA1806
 LA1806.The modeled gravity was interpolated from observed gravity values.
 LA1806
 LA1806;                    North         East    Units  Estimated Accuracy
 LA1806;SPC IN E     -   606,210.       74,490.      MT  (+/- 180 meters Scaled)
 LA1806
 LA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL871068(NAD 83)
 LA1806
 LA1806                          SUPERSEDED SURVEY CONTROL
 LA1806
 LA1806  NGVD 29 (??/??/92)  244.467  (m)          802.06   (f) ADJ UNCH    2 0
 LA1806
 LA1806.Superseded values are not recommended for survey control.
 LA1806
 LA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1806.See file dsdata.pdf to determine how the superseded data were derived.
 LA1806
 LA1806_MARKER: DB = BENCH MARK DISK
 LA1806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1806_SP_SET: BUILDING
 LA1806_STAMPING: N 192 1946
 LA1806_MARK LOGO: CGS
 LA1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1806
 LA1806  HISTORY     - Date     Condition        Report By
 LA1806  HISTORY     - 1946     MONUMENTED       CGS
 LA1806  HISTORY     - 1961     GOOD             CGS
 LA1806  HISTORY     - 1989     GOOD             USPSQD
 LA1806
 LA1806                          STATION DESCRIPTION
 LA1806
 LA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1806'3.4 MI NE FROM NEW SANTA FE.
 LA1806'ABOUT 2.35 MILES NORTH ALONG A GRAVEL COUNTY ROAD FROM THE
 LA1806'CHESAPEAKE AND OHIO RAILWAY STATION AT NEW SANTA FE, THENCE ABOUT
 LA1806'1.0 MILE EAST, THENCE ABOUT 0.05 MILE NORTH ALONG GRAVEL ROADS,
 LA1806'SET VERTICALLY IN THE WEST FACE OF THE STONE FOUNDATION OF THE
 LA1806'BUTLER TOWNSHIP SCHOOL BUILDING, 1.4 FOOT NORTH OF THE SOUTHWEST
 LA1806'CORNER, AND 1 FOOT ABOVE THE GROUND.
 LA1806
 LA1806                          STATION RECOVERY (1961)
 LA1806
 LA1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1806'RECOVERED IN GOOD CONDITION.
 LA1806
 LA1806                          STATION RECOVERY (1989)
 LA1806
 LA1806'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LA1806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1293 ***********************************************************************
 LA1293  DESIGNATION -  N 193
 LA1293  PID         -  LA1293
 LA1293  STATE/COUNTY-  IN/MADISON
 LA1293  COUNTRY     -  US
 LA1293  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1293
 LA1293                         *CURRENT SURVEY CONTROL
 LA1293  ______________________________________________________________________
 LA1293* NAD 83(1986) POSITION- 40 09 38.     (N) 085 40 53.     (W)   SCALED
 LA1293* NAVD 88 ORTHO HEIGHT -   271.229 (meters)      889.86  (feet) ADJUSTED
 LA1293  ______________________________________________________________________
 LA1293  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LA1293  DYNAMIC HEIGHT  -        271.084 (meters)      889.38  (feet) COMP
 LA1293  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LA1293
 LA1293  VERT ORDER      -  FIRST     CLASS II
 LA1293
 LA1293.The horizontal coordinates were scaled from a map and have
 LA1293.an estimated accuracy of +/- 6 seconds.
 LA1293
 LA1293.The orthometric height was determined by differential leveling and
 LA1293.adjusted by the NATIONAL GEODETIC SURVEY
 LA1293.in June 1991.
 LA1293
 LA1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1293.GEOID18 height accuracy estimate available here.
 LA1293
 LA1293.Click photographs - Photos may exist for this station.
 LA1293
 LA1293.The dynamic height is computed by dividing the NAVD 88
 LA1293.geopotential number by the normal gravity value computed on the
 LA1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1293.degrees latitude (g = 980.6199 gals.).
 LA1293
 LA1293.The modeled gravity was interpolated from observed gravity values.
 LA1293
 LA1293;                    North         East    Units  Estimated Accuracy
 LA1293;SPC IN E     -   545,350.       98,750.      MT  (+/- 180 meters Scaled)
 LA1293
 LA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122464(NAD 83)
 LA1293
 LA1293                          SUPERSEDED SURVEY CONTROL
 LA1293
 LA1293  NGVD 29 (??/??/92)  271.370  (m)          890.32   (f) ADJ UNCH    1 2
 LA1293
 LA1293.Superseded values are not recommended for survey control.
 LA1293
 LA1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1293.See file dsdata.pdf to determine how the superseded data were derived.
 LA1293
 LA1293_MARKER: DB = BENCH MARK DISK
 LA1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1293_STAMPING: N 193 1946
 LA1293_MARK LOGO: CGS
 LA1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1293+STABILITY: SURFACE MOTION
 LA1293
 LA1293  HISTORY     - Date     Condition        Report By
 LA1293  HISTORY     - 1946     MONUMENTED       CGS
 LA1293
 LA1293                          STATION DESCRIPTION
 LA1293
 LA1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1293'4.6 MI N FROM ANDERSON.
 LA1293'ABOUT 4.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1293'THE STATION AT ANDERSON, AT AN EAST-WEST GRAVEL CROSS ROAD, ABOUT
 LA1293'1 1/2 POLES NORTH OF POLE 160/35, 51 FEET WEST OF THE WEST RAIL
 LA1293'OF THE TRACK, 32 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LA1293'ROAD, 18.5 FEET NORTH OF TELEPHONE POLE 14, 17 FEET NORTH OF A
 LA1293'FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, ABOUT LEVEL
 LA1293'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1293'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1370 ***********************************************************************
 LA1370  DESIGNATION -  N 195
 LA1370  PID         -  LA1370
 LA1370  STATE/COUNTY-  IN/GRANT
 LA1370  COUNTRY     -  US
 LA1370  USGS QUAD   -  POINT ISABEL (2019)
 LA1370
 LA1370                         *CURRENT SURVEY CONTROL
 LA1370  ______________________________________________________________________
 LA1370* NAD 83(1986) POSITION- 40 25 36.3    (N) 085 49 26.6    (W)   HD_HELD2
 LA1370* NAVD 88 ORTHO HEIGHT -   267.848 (meters)      878.76  (feet) ADJUSTED
 LA1370  ______________________________________________________________________
 LA1370  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LA1370  DYNAMIC HEIGHT  -        267.709 (meters)      878.31  (feet) COMP
 LA1370  MODELED GRAVITY -    980,100.1   (mgal)                       NAVD 88
 LA1370
 LA1370  VERT ORDER      -  SECOND    CLASS 0
 LA1370
 LA1370.The horizontal coordinates were established by autonomous hand held GPS
 LA1370.observations and have an estimated accuracy of +/- 10 meters.
 LA1370
 LA1370.The orthometric height was determined by differential leveling and
 LA1370.adjusted by the NATIONAL GEODETIC SURVEY
 LA1370.in June 1991.
 LA1370
 LA1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1370.GEOID18 height accuracy estimate available here.
 LA1370
 LA1370.Click photographs - Photos may exist for this station.
 LA1370
 LA1370.The dynamic height is computed by dividing the NAVD 88
 LA1370.geopotential number by the normal gravity value computed on the
 LA1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1370.degrees latitude (g = 980.6199 gals.).
 LA1370
 LA1370.The modeled gravity was interpolated from observed gravity values.
 LA1370
 LA1370;                    North         East    Units  Estimated Accuracy
 LA1370;SPC IN E     -   574,914.       86,644.      MT  (+/- 10 meters HH2 GPS)
 LA1370
 LA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9975175787(NAD 83)
 LA1370
 LA1370                          SUPERSEDED SURVEY CONTROL
 LA1370
 LA1370  NGVD 29 (??/??/92)  267.978  (m)          879.19   (f) ADJ UNCH    2 0
 LA1370
 LA1370.Superseded values are not recommended for survey control.
 LA1370
 LA1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1370.See file dsdata.pdf to determine how the superseded data were derived.
 LA1370
 LA1370_MARKER: DB = BENCH MARK DISK
 LA1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1370_SP_SET: BUILDING
 LA1370_STAMPING: N 195 1946
 LA1370_MARK LOGO: CGS
 LA1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1370
 LA1370  HISTORY     - Date     Condition        Report By
 LA1370  HISTORY     - 1946     MONUMENTED       CGS
 LA1370
 LA1370                          STATION DESCRIPTION
 LA1370
 LA1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1370'AT POINT ISABEL.
 LA1370'AT POINT ISABEL, ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 13
 LA1370'FROM ITS INTERSECTION WITH STATE HIGHWAY 26, AT THE GREEN
 LA1370'TOWNSHIP SCHOOL, SET VERTICALLY IN THE WEST FACE OF THE BRICK
 LA1370'WALL OF THE WEST ENTRANCE TO THE SCHOOL, 5.1 FEET NORTH OF
 LA1370'THE CENTER OF THE MAIN ENTRANCE, AND 1.6 FEET ABOVE THE TOP
 LA1370'CONCRETE STEP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0898 ***********************************************************************
 MD0898  DESIGNATION -  N 196 RESET
 MD0898  PID         -  MD0898
 MD0898  STATE/COUNTY-  IN/WHITLEY
 MD0898  COUNTRY     -  US
 MD0898  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0898
 MD0898                         *CURRENT SURVEY CONTROL
 MD0898  ______________________________________________________________________
 MD0898* NAD 83(1997) POSITION- 41 14 29.35569(N) 085 27 47.24729(W)   NO CHECK
 MD0898* NAVD 88 ORTHO HEIGHT -   288.90  (meters)      947.8   (feet) RESET
 MD0898  ______________________________________________________________________
 MD0898  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 MD0898  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 MD0898  HORZ ORDER      -  THIRD
 MD0898  VERT ORDER      -  THIRD
 MD0898
 MD0898.The horizontal coordinates were established by classical geodetic methods
 MD0898.and adjusted by the National Geodetic Survey in May 1999.
 MD0898
 MD0898.No horizontal observational check was made to the station.
 MD0898
 MD0898.The orthometric height was computed from unverified reset data.
 MD0898
 MD0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0898.GEOID18 height accuracy estimate available here.
 MD0898
 MD0898.Click photographs - Photos may exist for this station.
 MD0898
 MD0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0898
 MD0898. The following values were computed from the NAD 83(1997) position.
 MD0898
 MD0898;                    North         East     Units Scale Factor Converg.
 MD0898;SPC IN E     -   665,395.997   117,061.859   MT  0.99997025   +0 08 03.1
 MD0898;SPC IN E     - 2,183,053.37    384,060.45   sFT  0.99997025   +0 08 03.1
 MD0898;UTM  16      - 4,566,703.829   628,782.751   MT  0.99980411   +1 00 47.9
 MD0898
 MD0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0898!SPC IN E     -   0.99995985  x   0.99997025  =   0.99993010
 MD0898!UTM  16      -   0.99995985  x   0.99980411  =   0.99976397
 MD0898
 MD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2878266703(NAD 83)
 MD0898
 MD0898                          SUPERSEDED SURVEY CONTROL
 MD0898
 MD0898  NAD 83(1995)-  41 14 29.35476(N)    085 27 47.25677(W) AD(       ) 3
 MD0898  NAD 83(1986)-  41 14 29.35443(N)    085 27 47.26108(W) AD(       ) 3
 MD0898  NAD 27      -  41 14 29.18433(N)    085 27 47.33474(W) AD(       ) 3
 MD0898  NGVD 29 (??/??/??)  289.05   (m)          948.3    (f) RESET       3  
 MD0898  NGVD 29             289.05   (m)          948.3    (f) LEVELING    3  
 MD0898
 MD0898.Superseded values are not recommended for survey control.
 MD0898
 MD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0898.See file dsdata.pdf to determine how the superseded data were derived.
 MD0898
 MD0898_MARKER: DB = BENCH MARK DISK
 MD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0898_STAMPING: N 196 RESET 1966
 MD0898_MARK LOGO: CGS
 MD0898_PROJECTION: FLUSH
 MD0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0898+STABILITY: SURFACE MOTION
 MD0898
 MD0898  HISTORY     - Date     Condition        Report By
 MD0898  HISTORY     - 1966     MONUMENTED       CGS
 MD0898
 MD0898                          STATION DESCRIPTION
 MD0898
 MD0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0898'3.8 MI SW FROM MERRIAM.
 MD0898'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS INTERSECTION
 MD0898'WITH U.S. HIGHWAY 33 AT MERRIAM, ABOUT 0.4 MILE NORTH OF THE JUNCTION
 MD0898'OF STATE HIGHWAY 102 AND THE ST. JOHN U.B. CHURCH, 117 FEET WEST
 MD0898'OF THE CENTER OF STATE HIGHWAY 9, 38 FEET NORTH-NORTHEAST OF THE
 MD0898'NORTHEAST CORNER OF A PORCH ON MR. CHARLES A MILLERS HOUSE, 2
 MD0898'FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 1 FOOT SOUTH
 MD0898'OF A FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MD0898'IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0979 ***********************************************************************
 MD0979  DESIGNATION -  N 197
 MD0979  PID         -  MD0979
 MD0979  STATE/COUNTY-  IN/NOBLE
 MD0979  COUNTRY     -  US
 MD0979  USGS QUAD   -  GARRETT (2019)
 MD0979
 MD0979                         *CURRENT SURVEY CONTROL
 MD0979  ______________________________________________________________________
 MD0979* NAD 83(1986) POSITION- 41 17 20.     (N) 085 11 59.     (W)   SCALED
 MD0979* NAVD 88 ORTHO HEIGHT -   265.641 (meters)      871.52  (feet) ADJUSTED
 MD0979  ______________________________________________________________________
 MD0979  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 MD0979  DYNAMIC HEIGHT  -        265.537 (meters)      871.18  (feet) COMP
 MD0979  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 MD0979
 MD0979  VERT ORDER      -  SECOND    CLASS 0
 MD0979
 MD0979.The horizontal coordinates were scaled from a map and have
 MD0979.an estimated accuracy of +/- 6 seconds.
 MD0979
 MD0979.The orthometric height was determined by differential leveling and
 MD0979.adjusted by the NATIONAL GEODETIC SURVEY
 MD0979.in June 1991.
 MD0979
 MD0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0979.GEOID18 height accuracy estimate available here.
 MD0979
 MD0979.Click photographs - Photos may exist for this station.
 MD0979
 MD0979.The dynamic height is computed by dividing the NAVD 88
 MD0979.geopotential number by the normal gravity value computed on the
 MD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0979.degrees latitude (g = 980.6199 gals.).
 MD0979
 MD0979.The modeled gravity was interpolated from observed gravity values.
 MD0979
 MD0979;                    North         East    Units  Estimated Accuracy
 MD0979;SPC IN E     -   670,750.      139,110.      MT  (+/- 180 meters Scaled)
 MD0979
 MD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL507723(NAD 83)
 MD0979
 MD0979                          SUPERSEDED SURVEY CONTROL
 MD0979
 MD0979  NGVD 29 (??/??/92)  265.790  (m)          872.01   (f) ADJ UNCH    2 0
 MD0979
 MD0979.Superseded values are not recommended for survey control.
 MD0979
 MD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0979.See file dsdata.pdf to determine how the superseded data were derived.
 MD0979
 MD0979_MARKER: DB = BENCH MARK DISK
 MD0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0979_STAMPING: N 197 1946
 MD0979_MARK LOGO: CGS
 MD0979_PROJECTION: FLUSH
 MD0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0979+STABILITY: SURFACE MOTION
 MD0979
 MD0979  HISTORY     - Date     Condition        Report By
 MD0979  HISTORY     - 1946     MONUMENTED       CGS
 MD0979  HISTORY     - 1962     GOOD             CGS
 MD0979
 MD0979                          STATION DESCRIPTION
 MD0979
 MD0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0979'0.2 MI SW FROM LAOTTO.
 MD0979'ABOUT 0.15 MILE SW ALONG THE VANDALIA RAILROAD AND NO. 205
 MD0979'INDIANA HWY. FROM THEIR CROSSING WITH NO. 3 INDIANA HWY. IN
 MD0979'LAOTTO, ABOUT 39 YARDS SE OF CENTER LINE OF THE HWY., 86 FEET
 MD0979'NE OF CENTER LINE OF A RELOCATED GRAVEL ROAD, 30.6 FEET SE OF
 MD0979'SE RAIL, 1.4 FEET LOWER THAN TOP OF SAME, 41.0 FEET N OF NE
 MD0979'CORNER OF 2-STORY HOUSE, IN TH PROJECTED PLANE OF THE E MOST
 MD0979'WALL OF TWO-STORY PART OF SAID HOUSE, AND FLUSH WITH THE GROUND
 MD0979'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0545 ***********************************************************************
 MD0545  DESIGNATION -  N 198
 MD0545  PID         -  MD0545
 MD0545  STATE/COUNTY-  IN/DE KALB
 MD0545  COUNTRY     -  US
 MD0545  USGS QUAD   -  SAINT JOE (2019)
 MD0545
 MD0545                         *CURRENT SURVEY CONTROL
 MD0545  ______________________________________________________________________
 MD0545* NAD 83(1986) POSITION- 41 19 09.     (N) 084 55 13.     (W)   SCALED
 MD0545* NAVD 88 ORTHO HEIGHT -   254.655 (meters)      835.48  (feet) ADJUSTED
 MD0545  ______________________________________________________________________
 MD0545  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 MD0545  DYNAMIC HEIGHT  -        254.554 (meters)      835.15  (feet) COMP
 MD0545  MODELED GRAVITY -    980,218.3   (mgal)                       NAVD 88
 MD0545
 MD0545  VERT ORDER      -  SECOND    CLASS 0
 MD0545
 MD0545.The horizontal coordinates were scaled from a map and have
 MD0545.an estimated accuracy of +/- 6 seconds.
 MD0545
 MD0545.The orthometric height was determined by differential leveling and
 MD0545.adjusted by the NATIONAL GEODETIC SURVEY
 MD0545.in June 1991.
 MD0545
 MD0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0545.GEOID18 height accuracy estimate available here.
 MD0545
 MD0545.Click photographs - Photos may exist for this station.
 MD0545
 MD0545.The dynamic height is computed by dividing the NAVD 88
 MD0545.geopotential number by the normal gravity value computed on the
 MD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0545.degrees latitude (g = 980.6199 gals.).
 MD0545
 MD0545.The modeled gravity was interpolated from observed gravity values.
 MD0545
 MD0545;                    North         East    Units  Estimated Accuracy
 MD0545;SPC IN E     -   674,270.      162,490.      MT  (+/- 180 meters Scaled)
 MD0545
 MD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740762(NAD 83)
 MD0545
 MD0545                          SUPERSEDED SURVEY CONTROL
 MD0545
 MD0545  NGVD 29 (??/??/92)  254.802  (m)          835.96   (f) ADJ UNCH    2 0
 MD0545
 MD0545.Superseded values are not recommended for survey control.
 MD0545
 MD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0545.See file dsdata.pdf to determine how the superseded data were derived.
 MD0545
 MD0545_MARKER: DB = BENCH MARK DISK
 MD0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0545_STAMPING: N 198 1946
 MD0545_MARK LOGO: CGS
 MD0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0545+STABILITY: SURFACE MOTION
 MD0545
 MD0545  HISTORY     - Date     Condition        Report By
 MD0545  HISTORY     - 1946     MONUMENTED       CGS
 MD0545  HISTORY     - 1968     GOOD             INHD
 MD0545
 MD0545                          STATION DESCRIPTION
 MD0545
 MD0545'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0545'1.2 MI WNW FROM ST JOE.
 MD0545'ABOUT 0.25 MILE WEST ALONG S.R. 1 (THE MAIN STREET) FROM THE
 MD0545'POST OFFICE IN ST. JOE, THENCE 0.25 MILES NORTH ALONG CO. RD. 59,
 MD0545'THENCE 0.8 MILE WESTERLY ALONG CO. RD. 58 TO THE CROSSING OF
 MD0545'THE B. AND O. R.R. AND THE MARK ON THE LEFT, OR FROM CONCORD
 MD0545'GO 1.0 MILE EAST THENCE 0.5 MILE SOUTH THENCE 0.25 MILE EAST TO
 MD0545'THE MARK, 266 FT. SE. OF THE SE. RAIL OF THE WABASH RAILROAD, 38.2
 MD0545'FT. SW OF THE SW RAIL OF THE DOUBLE TRACKS OF THE B. AND O. R.R.
 MD0545'2.7 FT. LOWER THAN SAME, 36 FT. EAST OF A DRIVEWAY 1 FT. NORTH
 MD0545'OF FENCE 1 FT. EAST OF A STEEL WITNESS POST AND SET IN THE TOP OF
 MD0545'A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0453 ***********************************************************************
 MD0453  DESIGNATION -  N 199
 MD0453  PID         -  MD0453
 MD0453  STATE/COUNTY-  IN/DE KALB
 MD0453  COUNTRY     -  US
 MD0453  USGS QUAD   -  HICKSVILLE (2016)
 MD0453
 MD0453                         *CURRENT SURVEY CONTROL
 MD0453  ______________________________________________________________________
 MD0453* NAD 83(1986) POSITION- 41 21 02.     (N) 084 51 07.     (W)   SCALED
 MD0453* NAVD 88 ORTHO HEIGHT -   250.779 (meters)      822.76  (feet) ADJUSTED
 MD0453  ______________________________________________________________________
 MD0453  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 MD0453  DYNAMIC HEIGHT  -        250.680 (meters)      822.44  (feet) COMP
 MD0453  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 MD0453
 MD0453  VERT ORDER      -  SECOND    CLASS 0
 MD0453
 MD0453.The horizontal coordinates were scaled from a map and have
 MD0453.an estimated accuracy of +/- 6 seconds.
 MD0453
 MD0453.The orthometric height was determined by differential leveling and
 MD0453.adjusted by the NATIONAL GEODETIC SURVEY
 MD0453.in June 1991.
 MD0453
 MD0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0453.GEOID18 height accuracy estimate available here.
 MD0453
 MD0453.Click photographs - Photos may exist for this station.
 MD0453
 MD0453.The dynamic height is computed by dividing the NAVD 88
 MD0453.geopotential number by the normal gravity value computed on the
 MD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0453.degrees latitude (g = 980.6199 gals.).
 MD0453
 MD0453.The modeled gravity was interpolated from observed gravity values.
 MD0453
 MD0453;                    North         East    Units  Estimated Accuracy
 MD0453;SPC IN E     -   677,810.      168,180.      MT  (+/- 180 meters Scaled)
 MD0453
 MD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL796798(NAD 83)
 MD0453
 MD0453                          SUPERSEDED SURVEY CONTROL
 MD0453
 MD0453  NGVD 29 (??/??/92)  250.925  (m)          823.24   (f) ADJ UNCH    2 0
 MD0453
 MD0453.Superseded values are not recommended for survey control.
 MD0453
 MD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0453.See file dsdata.pdf to determine how the superseded data were derived.
 MD0453
 MD0453_MARKER: DB = BENCH MARK DISK
 MD0453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0453_SP_SET: CULVERT HEADWALL
 MD0453_STAMPING: N 199
 MD0453_MARK LOGO: CGS
 MD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0453+STABILITY: SURFACE MOTION
 MD0453
 MD0453  HISTORY     - Date     Condition        Report By
 MD0453  HISTORY     - 1946     MONUMENTED       CGS
 MD0453  HISTORY     - 1962     GOOD             CGS
 MD0453
 MD0453                          STATION DESCRIPTION
 MD0453
 MD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0453'0.6 MI NW FROM NEWVILLE.
 MD0453'ABOUT 0.6 MILE NW ALONG NO. 8 INDIANA HWY. FROM THE CROSSROADS
 MD0453'AT NEWVILLE, 13.5 FEET SW OF CENTER LINE OF HWY., 0.4 FOOT LOWER
 MD0453'THAN SAME, 0.9 FOOT SE OF NW END OF 4-FOOT CONCRETE HEADWALL OF
 MD0453'20-INCH IRON PIPE CULVERT.  NOTE-- DUE TO APPARENT COLLISION OF
 MD0453'AUTOMOBILE WITH THE MARK, THE DATE SUPPOSEDLY 1946 IS LEGIBLE
 MD0453'ONLY AS 19, THE SUPPOSED 6 HAVING BEEN ENTIRELY ERASED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0118 ***********************************************************************
 ME0118  DESIGNATION -  N 20
 ME0118  PID         -  ME0118
 ME0118  STATE/COUNTY-  IN/ST JOSEPH
 ME0118  COUNTRY     -  US
 ME0118  USGS QUAD   -  OSCEOLA (2019)
 ME0118
 ME0118                         *CURRENT SURVEY CONTROL
 ME0118  ______________________________________________________________________
 ME0118* NAD 83(1986) POSITION- 41 39 47.     (N) 086 04 11.     (W)   SCALED
 ME0118* NAVD 88 ORTHO HEIGHT -   225.302 (meters)      739.18  (feet) ADJUSTED
 ME0118  ______________________________________________________________________
 ME0118  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 ME0118  DYNAMIC HEIGHT  -        225.213 (meters)      738.89  (feet) COMP
 ME0118  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 ME0118
 ME0118  VERT ORDER      -  SECOND    CLASS 0
 ME0118
 ME0118.The horizontal coordinates were scaled from a map and have
 ME0118.an estimated accuracy of +/- 6 seconds.
 ME0118
 ME0118.The orthometric height was determined by differential leveling and
 ME0118.adjusted by the NATIONAL GEODETIC SURVEY
 ME0118.in June 1991.
 ME0118
 ME0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0118.GEOID18 height accuracy estimate available here.
 ME0118
 ME0118.Click photographs - Photos may exist for this station.
 ME0118
 ME0118.The dynamic height is computed by dividing the NAVD 88
 ME0118.geopotential number by the normal gravity value computed on the
 ME0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0118.degrees latitude (g = 980.6199 gals.).
 ME0118
 ME0118.The modeled gravity was interpolated from observed gravity values.
 ME0118
 ME0118;                    North         East    Units  Estimated Accuracy
 ME0118;SPC IN E     -   712,270.       66,430.      MT  (+/- 180 meters Scaled)
 ME0118
 ME0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM774127(NAD 83)
 ME0118
 ME0118                          SUPERSEDED SURVEY CONTROL
 ME0118
 ME0118  NGVD 29 (??/??/92)  225.425  (m)          739.58   (f) ADJ UNCH    2 0
 ME0118
 ME0118.Superseded values are not recommended for survey control.
 ME0118
 ME0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0118.See file dsdata.pdf to determine how the superseded data were derived.
 ME0118
 ME0118_MARKER: DB = BENCH MARK DISK
 ME0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0118_STAMPING: N 20 1934
 ME0118_MARK LOGO: CGS
 ME0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0118+STABILITY: SURFACE MOTION
 ME0118
 ME0118  HISTORY     - Date     Condition        Report By
 ME0118  HISTORY     - 1934     MONUMENTED       CGS
 ME0118  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0118
 ME0118                          STATION DESCRIPTION
 ME0118
 ME0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0118'IN ST. JOSEPH COUNTY, 5.3 MILES WEST ALONG THE NEW YORK CENTRAL
 ME0118'RAILROAD FROM THE STATION AT ELKHART, ELKHART COUNTY, AT OSCEOLA,
 ME0118'70 YARDS EAST OF THE J.W. MASON BRICK STORE, 30 YARDS SOUTH OF
 ME0118'THE HOME OF DR. H.L. WARRICK, IN A GRASS PLOT BETWEEN U.S.
 ME0118'HIGHWAY 33 AND THE TRACK, 45 FEET SOUTH OF THE CENTERLINE OF THE
 ME0118'HIGHWAY, AND 30 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 ME0118'TRACK.  A STANDARD DISK, STAMPED N 20 1934 AND SET IN THE TOP
 ME0118'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 ME0118
 ME0118                          STATION RECOVERY (2001)
 ME0118
 ME0118'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0525 ***********************************************************************
 MD0525  DESIGNATION -  N 200
 MD0525  PID         -  MD0525
 MD0525  STATE/COUNTY-  IN/ALLEN
 MD0525  COUNTRY     -  US
 MD0525  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0525
 MD0525                         *CURRENT SURVEY CONTROL
 MD0525  ______________________________________________________________________
 MD0525* NAD 83(1986) POSITION- 41 05 44.     (N) 084 51 58.     (W)   SCALED
 MD0525* NAVD 88 ORTHO HEIGHT -   230.301 (meters)      755.58  (feet) ADJUSTED
 MD0525  ______________________________________________________________________
 MD0525  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 MD0525  DYNAMIC HEIGHT  -        230.208 (meters)      755.27  (feet) COMP
 MD0525  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 MD0525
 MD0525  VERT ORDER      -  SECOND    CLASS 0
 MD0525
 MD0525.The horizontal coordinates were scaled from a map and have
 MD0525.an estimated accuracy of +/- 6 seconds.
 MD0525
 MD0525.The orthometric height was determined by differential leveling and
 MD0525.adjusted by the NATIONAL GEODETIC SURVEY
 MD0525.in June 1991.
 MD0525
 MD0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0525.GEOID18 height accuracy estimate available here.
 MD0525
 MD0525.Click photographs - Photos may exist for this station.
 MD0525
 MD0525.The dynamic height is computed by dividing the NAVD 88
 MD0525.geopotential number by the normal gravity value computed on the
 MD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0525.degrees latitude (g = 980.6199 gals.).
 MD0525
 MD0525.The modeled gravity was interpolated from observed gravity values.
 MD0525
 MD0525;                    North         East    Units  Estimated Accuracy
 MD0525;SPC IN E     -   649,480.      167,260.      MT  (+/- 180 meters Scaled)
 MD0525
 MD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792515(NAD 83)
 MD0525
 MD0525                          SUPERSEDED SURVEY CONTROL
 MD0525
 MD0525  NGVD 29 (??/??/92)  230.456  (m)          756.09   (f) ADJ UNCH    2 0
 MD0525
 MD0525.Superseded values are not recommended for survey control.
 MD0525
 MD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0525.See file dsdata.pdf to determine how the superseded data were derived.
 MD0525
 MD0525_MARKER: DB = BENCH MARK DISK
 MD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0525_STAMPING: N 200 1946
 MD0525_MARK LOGO: CGS
 MD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0525+STABILITY: SURFACE MOTION
 MD0525
 MD0525  HISTORY     - Date     Condition        Report By
 MD0525  HISTORY     - 1946     MONUMENTED       CGS
 MD0525  HISTORY     - 1968     GOOD             INHD
 MD0525
 MD0525                          STATION DESCRIPTION
 MD0525
 MD0525'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0525'2.5 MI S FROM WOODBURN.
 MD0525'ABOUT 2.5 MILES SOUTHERLY ALONG NO. 101 INDIANA HWY. (STARTS W ON
 MD0525'MAIN STREET) FROM ITS INTERSECTION WITH UNION STREET AT THE
 MD0525'MAIN CORNER IN WOODBURN TO CROSSROADS AND THE MARK ON LEFT, 41 FT.
 MD0525'W OF CENTERLINE OF HWY., 1.8 FT. LOWER THAN SAME, 31 FT. N. OF
 MD0525'CENTERLINE OF GAR CREEK ROAD, 14.5 FT. NE OF CENTER OF NO. T-379
 MD0525'TELEPHONE POLE, 12 FT., NW OF W END OF 6 FT. STONE MASONRY
 MD0525'HEADWALL OF PIPE CULVERT, AND PROJECTING 0.2 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0688 ***********************************************************************
 MD0688  DESIGNATION -  N 201
 MD0688  PID         -  MD0688
 MD0688  STATE/COUNTY-  IN/DE KALB
 MD0688  COUNTRY     -  US
 MD0688  USGS QUAD   -  WATERLOO (2019)
 MD0688
 MD0688                         *CURRENT SURVEY CONTROL
 MD0688  ______________________________________________________________________
 MD0688* NAD 83(1986) POSITION- 41 24 40.26   (N) 085 02 37.74   (W)   HD_HELD1
 MD0688* NAVD 88 ORTHO HEIGHT -   272.458 (meters)      893.89  (feet) ADJUSTED
 MD0688  ______________________________________________________________________
 MD0688  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 MD0688  DYNAMIC HEIGHT  -        272.350 (meters)      893.54  (feet) COMP
 MD0688  MODELED GRAVITY -    980,220.1   (mgal)                       NAVD 88
 MD0688
 MD0688  VERT ORDER      -  SECOND    CLASS 0
 MD0688
 MD0688.The horizontal coordinates were determined by differentially corrected
 MD0688.hand held GPS observations or other comparable positioning techniques
 MD0688.and have an estimated accuracy of +/- 3 meters.
 MD0688
 MD0688.The orthometric height was determined by differential leveling and
 MD0688.adjusted by the NATIONAL GEODETIC SURVEY
 MD0688.in June 1991.
 MD0688
 MD0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0688.GEOID18 height accuracy estimate available here.
 MD0688
 MD0688.Click photographs - Photos may exist for this station.
 MD0688
 MD0688.The dynamic height is computed by dividing the NAVD 88
 MD0688.geopotential number by the normal gravity value computed on the
 MD0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0688.degrees latitude (g = 980.6199 gals.).
 MD0688
 MD0688.The modeled gravity was interpolated from observed gravity values.
 MD0688
 MD0688;                    North         East    Units  Estimated Accuracy
 MD0688;SPC IN E     -   684,409.1     152,075.0     MT  (+/- 3 meters HH1 GPS) 
 MD0688
 MD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6349586250(NAD 83)
 MD0688
 MD0688                          SUPERSEDED SURVEY CONTROL
 MD0688
 MD0688  NGVD 29 (??/??/92)  272.608  (m)          894.38   (f) ADJ UNCH    2 0
 MD0688
 MD0688.Superseded values are not recommended for survey control.
 MD0688
 MD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0688.See file dsdata.pdf to determine how the superseded data were derived.
 MD0688
 MD0688_MARKER: DB = BENCH MARK DISK
 MD0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0688_STAMPING: N 201 1946
 MD0688_MARK LOGO: CGS
 MD0688_PROJECTION: PROJECTING 2 CENTIMETERS
 MD0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0688+STABILITY: SURFACE MOTION
 MD0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0688+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 MD0688
 MD0688  HISTORY     - Date     Condition        Report By
 MD0688  HISTORY     - 1946     MONUMENTED       CGS
 MD0688  HISTORY     - 1960     GOOD             CGS
 MD0688  HISTORY     - 1974     GOOD             NGS
 MD0688  HISTORY     - 20061116 GOOD             INDIV
 MD0688  HISTORY     - 20180718 GOOD             INDOT
 MD0688
 MD0688                          STATION DESCRIPTION
 MD0688
 MD0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0688'1.6 MI SSW FROM WATERLOO.
 MD0688'ABOUT 1.6 MILES SSW ALONG THE FORT WAYNE BRANCH OF THE NEW
 MD0688'YORK CENTRAL RAILROAD FROM ITS JUNCTION WITH THE MAIN LINE AT
 MD0688'WATERLOO, ABOUT 43 YARDS W OF CENTER OF T-INTERSECTION OF NOS. 31
 MD0688'AND 32 COUNTY ROADS, 46 FEET NW OF NW RAIL, 3.6 FEET LOWER
 MD0688'THAN TOP OF SAME, 32 FEET S OF CENTER LINE OF GRAVEL ROAD, 18
 MD0688'FEET SE OF NO. 474/434 POWER POLE, 1.5 FEET SW OF STEEL WITNESS
 MD0688'POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
 MD0688
 MD0688                          STATION RECOVERY (1974)
 MD0688
 MD0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MD0688'RECOVERED IN GOOD CONDITION.
 MD0688
 MD0688                          STATION RECOVERY (2006)
 MD0688
 MD0688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0688'TRACKS ARE GONE. WITNESS POST ON SOUTH SIDE OF MARK.  GPS WILL BE
 MD0688'DIFFICULT WITH FOLIAGE OUT.
 MD0688
 MD0688                          STATION RECOVERY (2018)
 MD0688
 MD0688'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0688'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-SOUTHEAST OF CORUNNA.
 MD0688'
 MD0688'TO REACH THE MARK GO 3.2 MI (5.1 KM) NORTH-NORTHEAST OF AUBURN AND 1.9
 MD0688'MI (3.1 KM) SOUTHWEST OF WATERLOO.
 MD0688'
 MD0688'THE MARK IS AT THE INTERSECTION OF STATE ROAD 427 (SOUTH WAYNE STREET)
 MD0688'AND U.S. HIGHWAY 6 IN WATERLOO, TRAVEL SOUTH 0.46 MI (0.74 KM) ON
 MD0688'STATE ROAD 427 TO COUNTY ROAD 28 (WEST WALNUT STREET).  TURN RIGHT
 MD0688'(WEST) AND TRAVEL 1.25 MI (2.01 KM) TO COUNTY ROAD 31.  TURN LEFT
 MD0688'(SOUTH) AND TRAVEL 1.00 MI (1.61 KM) SOUTH TO COUNTY ROAD 32.  TURN
 MD0688'RIGHT (WEST) AND TRAVEL 0.03 MI (0.05 KM) TO THE MONUMENT ON THE LEFT
 MD0688'(SOUTH) SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1758 ***********************************************************************
 LA1758  DESIGNATION -  N 202
 LA1758  PID         -  LA1758
 LA1758  STATE/COUNTY-  IN/HUNTINGTON
 LA1758  COUNTRY     -  US
 LA1758  USGS QUAD   -  MOUNT ETNA (2019)
 LA1758
 LA1758                         *CURRENT SURVEY CONTROL
 LA1758  ______________________________________________________________________
 LA1758* NAD 83(1986) POSITION- 40 44 30.     (N) 085 30 25.     (W)   SCALED
 LA1758* NAVD 88 ORTHO HEIGHT -   245.290 (meters)      804.76  (feet) ADJUSTED
 LA1758  ______________________________________________________________________
 LA1758  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LA1758  DYNAMIC HEIGHT  -        245.170 (meters)      804.36  (feet) COMP
 LA1758  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LA1758
 LA1758  VERT ORDER      -  SECOND    CLASS 0
 LA1758
 LA1758.The horizontal coordinates were scaled from a map and have
 LA1758.an estimated accuracy of +/- 6 seconds.
 LA1758
 LA1758.The orthometric height was determined by differential leveling and
 LA1758.adjusted by the NATIONAL GEODETIC SURVEY
 LA1758.in June 1991.
 LA1758
 LA1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1758.GEOID18 height accuracy estimate available here.
 LA1758
 LA1758.Click photographs - Photos may exist for this station.
 LA1758
 LA1758.The dynamic height is computed by dividing the NAVD 88
 LA1758.geopotential number by the normal gravity value computed on the
 LA1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1758.degrees latitude (g = 980.6199 gals.).
 LA1758
 LA1758.The modeled gravity was interpolated from observed gravity values.
 LA1758
 LA1758;                    North         East    Units  Estimated Accuracy
 LA1758;SPC IN E     -   609,880.      113,490.      MT  (+/- 180 meters Scaled)
 LA1758
 LA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260111(NAD 83)
 LA1758
 LA1758                          SUPERSEDED SURVEY CONTROL
 LA1758
 LA1758  NGVD 29 (??/??/92)  245.42   (m)          805.2    (f) COMPUTED    2 0
 LA1758
 LA1758.Superseded values are not recommended for survey control.
 LA1758
 LA1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1758.See file dsdata.pdf to determine how the superseded data were derived.
 LA1758
 LA1758_MARKER: DB = BENCH MARK DISK
 LA1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1758_STAMPING: N 202 1946
 LA1758_MARK LOGO: CGS
 LA1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1758+STABILITY: SURFACE MOTION
 LA1758
 LA1758  HISTORY     - Date     Condition        Report By
 LA1758  HISTORY     - 1946     MONUMENTED       CGS
 LA1758  HISTORY     - 1965     GOOD             CGS
 LA1758
 LA1758                          STATION DESCRIPTION
 LA1758
 LA1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1758'0.6 MI S FROM LANCASTER.
 LA1758'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1758'AT LANCASTER, AT THE JUNCTION OF STATE HIGHWAY 124 LEADING EAST,
 LA1758'84 FEET NORTH OF THE CENTER LINE OF HIGHWAY 124, 22 FEET EAST
 LA1758'OF THE PROLONGED CENTER LINE OF THE SOUTH TANGENT OF HIGHWAY
 LA1758'221 AT A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 1
 LA1758'FOOT SOUTH OF A WIRE FENCE, 20 FEET EAST OF A FENCE CORNER, ABOUT
 LA1758'LEVEL WITH HIGHWAY 124, AND SET IN THE TOP OF A CONCRETE POST
 LA1758'PROJECTING 3 INCHES.
 LA1758
 LA1758                          STATION RECOVERY (1965)
 LA1758
 LA1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1743 ***********************************************************************
 LA1743  DESIGNATION -  N 203
 LA1743  PID         -  LA1743
 LA1743  STATE/COUNTY-  IN/HUNTINGTON
 LA1743  COUNTRY     -  US
 LA1743  USGS QUAD   -  ANDREWS (2019)
 LA1743
 LA1743                         *CURRENT SURVEY CONTROL
 LA1743  ______________________________________________________________________
 LA1743* NAD 83(1986) POSITION- 40 48 49.     (N) 085 36 08.     (W)   SCALED
 LA1743* NAVD 88 ORTHO HEIGHT -   249.417 (meters)      818.30  (feet) ADJUSTED
 LA1743  ______________________________________________________________________
 LA1743  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 LA1743  DYNAMIC HEIGHT  -        249.298 (meters)      817.91  (feet) COMP
 LA1743  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LA1743
 LA1743  VERT ORDER      -  SECOND    CLASS 0
 LA1743
 LA1743.The horizontal coordinates were scaled from a map and have
 LA1743.an estimated accuracy of +/- 6 seconds.
 LA1743
 LA1743.The orthometric height was determined by differential leveling and
 LA1743.adjusted by the NATIONAL GEODETIC SURVEY
 LA1743.in June 1991.
 LA1743
 LA1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1743.GEOID18 height accuracy estimate available here.
 LA1743
 LA1743.Click photographs - Photos may exist for this station.
 LA1743
 LA1743.The dynamic height is computed by dividing the NAVD 88
 LA1743.geopotential number by the normal gravity value computed on the
 LA1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1743.degrees latitude (g = 980.6199 gals.).
 LA1743
 LA1743.The modeled gravity was interpolated from observed gravity values.
 LA1743
 LA1743;                    North         East    Units  Estimated Accuracy
 LA1743;SPC IN E     -   617,860.      105,440.      MT  (+/- 180 meters Scaled)
 LA1743
 LA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178190(NAD 83)
 LA1743
 LA1743                          SUPERSEDED SURVEY CONTROL
 LA1743
 LA1743  NGVD 29 (??/??/92)  249.542  (m)          818.71   (f) ADJ UNCH    2 0
 LA1743
 LA1743.Superseded values are not recommended for survey control.
 LA1743
 LA1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1743.See file dsdata.pdf to determine how the superseded data were derived.
 LA1743
 LA1743_MARKER: DB = BENCH MARK DISK
 LA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1743_STAMPING: N 203 1946
 LA1743_MARK LOGO: CGS
 LA1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1743+STABILITY: SURFACE MOTION
 LA1743
 LA1743  HISTORY     - Date     Condition        Report By
 LA1743  HISTORY     - 1946     MONUMENTED       CGS
 LA1743
 LA1743                          STATION DESCRIPTION
 LA1743
 LA1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1743'3.1 MI S FROM ANDREWS.
 LA1743'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE
 LA1743'AT ANDREWS, AT A CROSS ROAD, 70 FEET EAST OF THE CENTER LINE OF
 LA1743'THE HIGHWAY, 46 FEET EAST OF A FENCE CORNER, 16.5 FEET NORTH OF
 LA1743'THE CENTER LINE OF THE CROSS ROAD, 2 FEET SOUTH OF THE FENCE
 LA1743'LINE, ABOUT LEVEL WITH THE ROAD EAST, AND SET IN THE TOP OF A
 LA1743'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1493 ***********************************************************************
 LA1493  DESIGNATION -  N 204
 LA1493  PID         -  LA1493
 LA1493  STATE/COUNTY-  IN/GRANT
 LA1493  COUNTRY     -  US
 LA1493  USGS QUAD   -  POINT ISABEL (2019)
 LA1493
 LA1493                         *CURRENT SURVEY CONTROL
 LA1493  ______________________________________________________________________
 LA1493* NAD 83(1986) POSITION- 40 25 18.     (N) 085 45 08.     (W)   SCALED
 LA1493* NAVD 88 ORTHO HEIGHT -   267.196 (meters)      876.63  (feet) ADJUSTED
 LA1493  ______________________________________________________________________
 LA1493  GEOID HEIGHT    -        -34.262 (meters)                     GEOID18
 LA1493  DYNAMIC HEIGHT  -        267.058 (meters)      876.17  (feet) COMP
 LA1493  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 LA1493
 LA1493  VERT ORDER      -  SECOND    CLASS 0
 LA1493
 LA1493.The horizontal coordinates were scaled from a map and have
 LA1493.an estimated accuracy of +/- 6 seconds.
 LA1493
 LA1493.The orthometric height was determined by differential leveling and
 LA1493.adjusted by the NATIONAL GEODETIC SURVEY
 LA1493.in June 1991.
 LA1493
 LA1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1493.GEOID18 height accuracy estimate available here.
 LA1493
 LA1493.Click photographs - Photos may exist for this station.
 LA1493
 LA1493.The dynamic height is computed by dividing the NAVD 88
 LA1493.geopotential number by the normal gravity value computed on the
 LA1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1493.degrees latitude (g = 980.6199 gals.).
 LA1493
 LA1493.The modeled gravity was interpolated from observed gravity values.
 LA1493
 LA1493;                    North         East    Units  Estimated Accuracy
 LA1493;SPC IN E     -   574,340.       92,740.      MT  (+/- 180 meters Scaled)
 LA1493
 LA1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK058753(NAD 83)
 LA1493
 LA1493                          SUPERSEDED SURVEY CONTROL
 LA1493
 LA1493  NGVD 29 (??/??/92)  267.332  (m)          877.07   (f) ADJ UNCH    2 0
 LA1493
 LA1493.Superseded values are not recommended for survey control.
 LA1493
 LA1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1493.See file dsdata.pdf to determine how the superseded data were derived.
 LA1493
 LA1493_MARKER: DB = BENCH MARK DISK
 LA1493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1493_SP_SET: CULVERT HEADWALL
 LA1493_STAMPING: N 204 1946
 LA1493_MARK LOGO: CGS
 LA1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1493+STABILITY: SURFACE MOTION
 LA1493
 LA1493  HISTORY     - Date     Condition        Report By
 LA1493  HISTORY     - 1946     MONUMENTED       CGS
 LA1493
 LA1493                          STATION DESCRIPTION
 LA1493
 LA1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1493'0.2 MI W FROM HACKLEMAN.
 LA1493'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 LA1493'AT HACKLEMAN, ABOUT 0.5 MILE EAST OF A CONCRETE BRIDGE OVER
 LA1493'GRASSY FORK CREEK, SET IN THE TOP OF THE WEST END OF THE 8.5
 LA1493'FOOT SOUTH CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT, 25
 LA1493'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1493'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1453 ***********************************************************************
 LA1453  DESIGNATION -  N 206
 LA1453  PID         -  LA1453
 LA1453  STATE/COUNTY-  IN/MADISON
 LA1453  COUNTRY     -  US
 LA1453  USGS QUAD   -  ELWOOD (2019)
 LA1453
 LA1453                         *CURRENT SURVEY CONTROL
 LA1453  ______________________________________________________________________
 LA1453* NAD 83(1986) POSITION- 40 16 38.     (N) 085 48 35.     (W)   SCALED
 LA1453* NAVD 88 ORTHO HEIGHT -   264.204 (meters)      866.81  (feet) ADJUSTED
 LA1453  ______________________________________________________________________
 LA1453  GEOID HEIGHT    -        -34.232 (meters)                     GEOID18
 LA1453  DYNAMIC HEIGHT  -        264.064 (meters)      866.35  (feet) COMP
 LA1453  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 LA1453
 LA1453  VERT ORDER      -  SECOND    CLASS 0
 LA1453
 LA1453.The horizontal coordinates were scaled from a map and have
 LA1453.an estimated accuracy of +/- 6 seconds.
 LA1453
 LA1453.The orthometric height was determined by differential leveling and
 LA1453.adjusted by the NATIONAL GEODETIC SURVEY
 LA1453.in June 1991.
 LA1453
 LA1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1453.GEOID18 height accuracy estimate available here.
 LA1453
 LA1453.Click photographs - Photos may exist for this station.
 LA1453
 LA1453.The dynamic height is computed by dividing the NAVD 88
 LA1453.geopotential number by the normal gravity value computed on the
 LA1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1453.degrees latitude (g = 980.6199 gals.).
 LA1453
 LA1453.The modeled gravity was interpolated from observed gravity values.
 LA1453
 LA1453;                    North         East    Units  Estimated Accuracy
 LA1453;SPC IN E     -   558,310.       87,830.      MT  (+/- 180 meters Scaled)
 LA1453
 LA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK011592(NAD 83)
 LA1453
 LA1453                          SUPERSEDED SURVEY CONTROL
 LA1453
 LA1453  NGVD 29 (??/??/92)  264.337  (m)          867.25   (f) ADJ UNCH    2 0
 LA1453
 LA1453.Superseded values are not recommended for survey control.
 LA1453
 LA1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1453.See file dsdata.pdf to determine how the superseded data were derived.
 LA1453
 LA1453_MARKER: DB = BENCH MARK DISK
 LA1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA1453_STAMPING: N 206 1946
 LA1453_MARK LOGO: CGS
 LA1453_PROJECTION: PROJECTING 30 CENTIMETERS
 LA1453_MAGNETIC: P = MARKER IS A STEEL PIPE
 LA1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1453
 LA1453  HISTORY     - Date     Condition        Report By
 LA1453  HISTORY     - 1946     MONUMENTED       INHD
 LA1453  HISTORY     - 1946     GOOD             CGS
 LA1453  HISTORY     - 20170222 GOOD             INDOT
 LA1453
 LA1453                          STATION DESCRIPTION
 LA1453
 LA1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1453'1.6 MI E FROM ELWOOD.
 LA1453'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS
 LA1453'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, AT THE INTERSECTION
 LA1453'OF STATE HIGHWAY 37, 155 FEET WEST OF THE CENTER LINE OF HIGHWAY
 LA1453'37, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE
 LA1453'(OFFICE FOR TRAILER CAMP AND TOURIST COURT), 37 FEET NORTH OF THE
 LA1453'CENTER LINE OF HIGHWAY 28, 17.5 FEET NORTHEAST OF POWER POLE
 LA1453'MA 26 114, 16 FEET NORTHEAST OF A HIGHWAY R.O.W. MARKER, ABOUT
 LA1453'LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A 6 INCH IRON
 LA1453'PIPE FILLED WITH CEMENT PROJECTING 10 INCHES.
 LA1453
 LA1453                          STATION RECOVERY (2017)
 LA1453
 LA1453'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LA1453'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0527 ***********************************************************************
 LB0527  DESIGNATION -  N 207
 LB0527  PID         -  LB0527
 LB0527  STATE/COUNTY-  IN/CLINTON
 LB0527  COUNTRY     -  US
 LB0527  USGS QUAD   -  HILLISBURG (2019)
 LB0527
 LB0527                         *CURRENT SURVEY CONTROL
 LB0527  ______________________________________________________________________
 LB0527* NAD 83(1986) POSITION- 40 16 24.     (N) 086 15 36.     (W)   SCALED
 LB0527* NAVD 88 ORTHO HEIGHT -   282.383 (meters)      926.45  (feet) ADJUSTED
 LB0527  ______________________________________________________________________
 LB0527  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 LB0527  DYNAMIC HEIGHT  -        282.229 (meters)      925.95  (feet) COMP
 LB0527  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 LB0527
 LB0527  VERT ORDER      -  SECOND    CLASS 0
 LB0527
 LB0527.The horizontal coordinates were scaled from a map and have
 LB0527.an estimated accuracy of +/- 6 seconds.
 LB0527
 LB0527.The orthometric height was determined by differential leveling and
 LB0527.adjusted by the NATIONAL GEODETIC SURVEY
 LB0527.in June 1991.
 LB0527
 LB0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0527.GEOID18 height accuracy estimate available here.
 LB0527
 LB0527.Click photographs - Photos may exist for this station.
 LB0527
 LB0527.The dynamic height is computed by dividing the NAVD 88
 LB0527.geopotential number by the normal gravity value computed on the
 LB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0527.degrees latitude (g = 980.6199 gals.).
 LB0527
 LB0527.The modeled gravity was interpolated from observed gravity values.
 LB0527
 LB0527;                    North         East    Units  Estimated Accuracy
 LB0527;SPC IN W     -   558,190.      970,030.      MT  (+/- 180 meters Scaled)
 LB0527
 LB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK629583(NAD 83)
 LB0527
 LB0527                          SUPERSEDED SURVEY CONTROL
 LB0527
 LB0527  NGVD 29 (??/??/92)  282.492  (m)          926.81   (f) ADJ UNCH    2 0
 LB0527
 LB0527.Superseded values are not recommended for survey control.
 LB0527
 LB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0527.See file dsdata.pdf to determine how the superseded data were derived.
 LB0527
 LB0527_MARKER: DB = BENCH MARK DISK
 LB0527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0527_SP_SET: CULVERT HEADWALL
 LB0527_STAMPING: N 207 1946
 LB0527_MARK LOGO: CGS
 LB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0527+STABILITY: SURFACE MOTION
 LB0527
 LB0527  HISTORY     - Date     Condition        Report By
 LB0527  HISTORY     - 1946     MONUMENTED       CGS
 LB0527
 LB0527                          STATION DESCRIPTION
 LB0527
 LB0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0527'5.8 MI W FROM TETERSBURG.
 LB0527'ABOUT 5.8 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0527'AT TETERSBURG, ABOUT 0.1 MILE EAST OF A NORTH-SOUTH GRAVEL CROSS
 LB0527'ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 LB0527'HEADWALL OF A 14 INCH STEEL PIPE CULVERT, 15 FEET NORTH OF THE
 LB0527'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE
 LB0527'HEAD WALL, AND ABOUT 0.3 FOOT BELOW THE HIGHWAY.  NOTE-- MARK IS
 LB0527'IN THE EASTERLY ONE OF TWO CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0472 ***********************************************************************
 LB0472  DESIGNATION -  N 208
 LB0472  PID         -  LB0472
 LB0472  STATE/COUNTY-  IN/TIPTON
 LB0472  COUNTRY     -  US
 LB0472  USGS QUAD   -  TIPTON (2019)
 LB0472
 LB0472                         *CURRENT SURVEY CONTROL
 LB0472  ______________________________________________________________________
 LB0472* NAD 83(1986) POSITION- 40 21 43.     (N) 086 01 53.     (W)   SCALED
 LB0472* NAVD 88 ORTHO HEIGHT -   266.574 (meters)      874.58  (feet) ADJUSTED
 LB0472  ______________________________________________________________________
 LB0472  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 LB0472  DYNAMIC HEIGHT  -        266.432 (meters)      874.12  (feet) COMP
 LB0472  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 LB0472
 LB0472  VERT ORDER      -  SECOND    CLASS 0
 LB0472
 LB0472.The horizontal coordinates were scaled from a map and have
 LB0472.an estimated accuracy of +/- 6 seconds.
 LB0472
 LB0472.The orthometric height was determined by differential leveling and
 LB0472.adjusted by the NATIONAL GEODETIC SURVEY
 LB0472.in June 1991.
 LB0472
 LB0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0472.GEOID18 height accuracy estimate available here.
 LB0472
 LB0472.Click photographs - Photos may exist for this station.
 LB0472
 LB0472.The dynamic height is computed by dividing the NAVD 88
 LB0472.geopotential number by the normal gravity value computed on the
 LB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0472.degrees latitude (g = 980.6199 gals.).
 LB0472
 LB0472.The modeled gravity was interpolated from observed gravity values.
 LB0472
 LB0472;                    North         East    Units  Estimated Accuracy
 LB0472;SPC IN E     -   567,770.       69,020.      MT  (+/- 180 meters Scaled)
 LB0472
 LB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK822683(NAD 83)
 LB0472
 LB0472                          SUPERSEDED SURVEY CONTROL
 LB0472
 LB0472  NGVD 29 (??/??/92)  266.695  (m)          874.98   (f) ADJ UNCH    2 0
 LB0472
 LB0472.Superseded values are not recommended for survey control.
 LB0472
 LB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0472.See file dsdata.pdf to determine how the superseded data were derived.
 LB0472
 LB0472_MARKER: DB = BENCH MARK DISK
 LB0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0472_STAMPING: N 208 1946
 LB0472_MARK LOGO: CGS
 LB0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0472+STABILITY: SURFACE MOTION
 LB0472
 LB0472  HISTORY     - Date     Condition        Report By
 LB0472  HISTORY     - 1946     MONUMENTED       CGS
 LB0472
 LB0472                          STATION DESCRIPTION
 LB0472
 LB0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0472'4 MI W FROM WINDFALL.
 LB0472'ABOUT 4.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0472'AT WINDFALL, AT THE INTERSECTION OF STATE HIGHWAY 19, 80 FEET
 LB0472'NORTHWEST OF A 20 INCH LONE OAK TREE, 42 FEET EAST OF THE CENTER
 LB0472'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE
 LB0472'EAST-WEST GRAVEL ROAD, 5 FEET EAST OF A POWER POLE AND IN LINE
 LB0472'WITH THE ROW OF POLES, ABOUT 1.5 FEET ABOVE THE INTERSECTION,
 LB0472'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0472'MARK MAY BE REACHED FROM THE METHODIST CHURCH AT SHARPSVILLE
 LB0472'BY GOING ABOUT 1.0 MILE EAST, THENCE ABOUT 1.25 MILE SOUTH,
 LB0472'THENCE ABOUT 2.0 MILES EAST ALONG COUNTY ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0765 ***********************************************************************
 MD0765  DESIGNATION -  N 21
 MD0765  PID         -  MD0765
 MD0765  STATE/COUNTY-  IN/DE KALB
 MD0765  COUNTRY     -  US
 MD0765  USGS QUAD   -  WATERLOO (2019)
 MD0765
 MD0765                         *CURRENT SURVEY CONTROL
 MD0765  ______________________________________________________________________
 MD0765* NAD 83(1986) POSITION- 41 25 58.     (N) 085 03 42.     (W)   SCALED
 MD0765* NAVD 88 ORTHO HEIGHT -   282.938 (meters)      928.27  (feet) ADJUSTED
 MD0765  ______________________________________________________________________
 MD0765  GEOID HEIGHT    -        -33.166 (meters)                     GEOID18
 MD0765  DYNAMIC HEIGHT  -        282.827 (meters)      927.91  (feet) COMP
 MD0765  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 MD0765
 MD0765  VERT ORDER      -  SECOND    CLASS 0
 MD0765
 MD0765.The horizontal coordinates were scaled from a map and have
 MD0765.an estimated accuracy of +/- 6 seconds.
 MD0765
 MD0765.The orthometric height was determined by differential leveling and
 MD0765.adjusted by the NATIONAL GEODETIC SURVEY
 MD0765.in June 1991.
 MD0765
 MD0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0765.GEOID18 height accuracy estimate available here.
 MD0765
 MD0765.Click photographs - Photos may exist for this station.
 MD0765
 MD0765.The dynamic height is computed by dividing the NAVD 88
 MD0765.geopotential number by the normal gravity value computed on the
 MD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0765.degrees latitude (g = 980.6199 gals.).
 MD0765
 MD0765.The modeled gravity was interpolated from observed gravity values.
 MD0765
 MD0765;                    North         East    Units  Estimated Accuracy
 MD0765;SPC IN E     -   686,800.      150,570.      MT  (+/- 180 meters Scaled)
 MD0765
 MD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL619886(NAD 83)
 MD0765
 MD0765                          SUPERSEDED SURVEY CONTROL
 MD0765
 MD0765  NGVD 29 (??/??/92)  283.088  (m)          928.76   (f) ADJ UNCH    2 0
 MD0765
 MD0765.Superseded values are not recommended for survey control.
 MD0765
 MD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0765.See file dsdata.pdf to determine how the superseded data were derived.
 MD0765
 MD0765_MARKER: DB = BENCH MARK DISK
 MD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0765_STAMPING: N 21 1934
 MD0765_MARK LOGO: CGS
 MD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0765+STABILITY: SURFACE MOTION
 MD0765
 MD0765  HISTORY     - Date     Condition        Report By
 MD0765  HISTORY     - 1934     MONUMENTED       CGS
 MD0765  HISTORY     - 1963     GOOD             CGS
 MD0765
 MD0765                          STATION DESCRIPTION
 MD0765
 MD0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0765'1.9 MI W FROM WATERLOO.
 MD0765'1.9 MILES WEST ALONG NEW YORK CENTRAL RAILROAD FROM THE CROSSING
 MD0765'OF MAIN STREET IN WATERLOO, OR ABOUT 4.5 MILES EAST ALONG SAME
 MD0765'FROM THE BRIDGE OF THE MAIN STREET IN CORUNNA OVER THE RAILROAD,
 MD0765'0.45 MILE SOUTH OF NO. 6 U.S. HWY., ABOUT 150 YARDS EAST OF THE
 MD0765'CROSSING OF AZPHALT NO. 27 COUNTY ROAD, ABOUT 10 YARDS WEST OF
 MD0765'THE CREST OF A RIDGE, 18 FEET WEST OF A POLE, 30.7 FEET SOUTH
 MD0765'OF MAIN LINE DOUBLE TRACKS, 2.2 FEET LOWER THAN TOP OF SAME,
 MD0765'AND PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0494 ***********************************************************************
 LB0494  DESIGNATION -  N 210
 LB0494  PID         -  LB0494
 LB0494  STATE/COUNTY-  IN/TIPTON
 LB0494  COUNTRY     -  US
 LB0494  USGS QUAD   -  KEMPTON (2019)
 LB0494
 LB0494                         *CURRENT SURVEY CONTROL
 LB0494  ______________________________________________________________________
 LB0494* NAD 83(1986) POSITION- 40 16 25.13   (N) 086 13 53.61   (W)   HD_HELD1
 LB0494* NAVD 88 ORTHO HEIGHT -   282.241 (meters)      925.99  (feet) ADJUSTED
 LB0494  ______________________________________________________________________
 LB0494  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LB0494  DYNAMIC HEIGHT  -        282.087 (meters)      925.48  (feet) COMP
 LB0494  MODELED GRAVITY -    980,072.1   (mgal)                       NAVD 88
 LB0494
 LB0494  VERT ORDER      -  SECOND    CLASS 0
 LB0494
 LB0494.The horizontal coordinates were determined by differentially corrected
 LB0494.hand held GPS observations or other comparable positioning techniques
 LB0494.and have an estimated accuracy of +/- 3 meters.
 LB0494
 LB0494.The orthometric height was determined by differential leveling and
 LB0494.adjusted by the NATIONAL GEODETIC SURVEY
 LB0494.in June 1991.
 LB0494
 LB0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0494.GEOID18 height accuracy estimate available here.
 LB0494
 LB0494.Click photographs - Photos may exist for this station.
 LB0494
 LB0494.The dynamic height is computed by dividing the NAVD 88
 LB0494.geopotential number by the normal gravity value computed on the
 LB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0494.degrees latitude (g = 980.6199 gals.).
 LB0494
 LB0494.The modeled gravity was interpolated from observed gravity values.
 LB0494
 LB0494;                    North         East    Units  Estimated Accuracy
 LB0494;SPC IN E     -   558,054.8      51,956.3     MT  (+/- 3 meters HH1 GPS) 
 LB0494
 LB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6533158413(NAD 83)
 LB0494
 LB0494                          SUPERSEDED SURVEY CONTROL
 LB0494
 LB0494  NGVD 29 (??/??/92)  282.350  (m)          926.34   (f) ADJ UNCH    2 0
 LB0494
 LB0494.Superseded values are not recommended for survey control.
 LB0494
 LB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0494.See file dsdata.pdf to determine how the superseded data were derived.
 LB0494
 LB0494_MARKER: DB = BENCH MARK DISK
 LB0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0494_SP_SET: CULVERT HEADWALL
 LB0494_STAMPING: N 210 1946
 LB0494_MARK LOGO: CGS
 LB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0494+STABILITY: SURFACE MOTION
 LB0494
 LB0494  HISTORY     - Date     Condition        Report By
 LB0494  HISTORY     - 1946     MONUMENTED       CGS
 LB0494  HISTORY     - 20020515 MARK NOT FOUND   INDIV
 LB0494
 LB0494                          STATION DESCRIPTION
 LB0494
 LB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0494'1.2 MI S FROM KEMPTON.
 LB0494'ABOUT 0.1 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 LB0494'TIPTON, THENCE ABOUT 1.05 MILES SOUTH ALONG A COUNTY ROAD, AT
 LB0494'THE INTERSECTION OF STATE HIGHWAY 28, SET IN THE TOP OF THE
 LB0494'SOUTH END OF THE L SHAPED HEAD WALL OF A 15 INCH PIPE CULVERT,
 LB0494'16 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 26 FEET SOUTH
 LB0494'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE
 LB0494'INTERSECTION.
 LB0494
 LB0494                          STATION RECOVERY (2002)
 LB0494
 LB0494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0494'THIS ONE HAS SUCCUMBED TO THE WIDENING OF THE ROAD AND TURN AREA. THE
 LB0494'LOCATION IS NOW 1' INTO THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0353 ***********************************************************************
 LB0353  DESIGNATION -  N 211 RESET
 LB0353  PID         -  LB0353
 LB0353  STATE/COUNTY-  IN/TIPTON
 LB0353  COUNTRY     -  US
 LB0353  USGS QUAD   -  KEMPTON (2019)
 LB0353
 LB0353                         *CURRENT SURVEY CONTROL
 LB0353  ______________________________________________________________________
 LB0353* NAD 83(1986) POSITION- 40 21 16.     (N) 086 07 36.     (W)   SCALED
 LB0353* NAVD 88 ORTHO HEIGHT -   271.05  (meters)      889.3   (feet) RESET
 LB0353  ______________________________________________________________________
 LB0353  GEOID HEIGHT    -        -34.401 (meters)                     GEOID18
 LB0353  VERT ORDER      -  THIRD
 LB0353
 LB0353.The horizontal coordinates were scaled from a map and have
 LB0353.an estimated accuracy of +/- 6 seconds.
 LB0353
 LB0353.The orthometric height was computed from unverified reset data.
 LB0353
 LB0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0353.GEOID18 height accuracy estimate available here.
 LB0353
 LB0353.Click photographs - Photos may exist for this station.
 LB0353
 LB0353;                    North         East    Units  Estimated Accuracy
 LB0353;SPC IN E     -   566,980.       60,920.      MT  (+/- 180 meters Scaled)
 LB0353
 LB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741674(NAD 83)
 LB0353
 LB0353                          SUPERSEDED SURVEY CONTROL
 LB0353
 LB0353.No superseded survey control is available for this station.
 LB0353
 LB0353_MARKER: DB = BENCH MARK DISK
 LB0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0353_STAMPING: N 211 RESET 1961
 LB0353_MARK LOGO: CGS
 LB0353_PROJECTION: PROJECTING 3 CENTIMETERS
 LB0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0353+STABILITY: SURFACE MOTION
 LB0353
 LB0353  HISTORY     - Date     Condition        Report By
 LB0353  HISTORY     - 1961     MONUMENTED       CGS
 LB0353
 LB0353                          STATION DESCRIPTION
 LB0353
 LB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0353'9.2 MI S FROM KOKOMO.
 LB0353'ABOUT 9.2 MILES S ALONG NO. 31 U.S. HIGHWAY (PART ALONG BUSINESS
 LB0353'ROUTE) FROM THE CITY HALL IN KOKOMO, 4.6 MILES S OF ITS JUNCTION
 LB0353'WITH NO. 26 INDIANA HWY., 0.6 MILE S OF A 3-SPAN 90-FOOT CONCRETE
 LB0353'BRIDGE, 124 FEET N OF PROJECTED CENTER LINE OF 4-FOOT CORRUGATED
 LB0353'IRON CULVERT, 50 FEET E OF CENTER LINE OF E PAIR OF TRAFFIC
 LB0353'LANES OF THE DUAL HWY., 0.1 FOOT LOWER THAN SAME, 6 FEET N OF
 LB0353'FENCE T-INTERSECTION, PROJECTING 0.1 FOOT, AND 2.0 FEET N OF STEEL
 LB0353'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1819 ***********************************************************************
 LA1819  DESIGNATION -  N 212
 LA1819  PID         -  LA1819
 LA1819  STATE/COUNTY-  IN/WABASH
 LA1819  COUNTRY     -  US
 LA1819  USGS QUAD   -  SOMERSET (2019)
 LA1819
 LA1819                         *CURRENT SURVEY CONTROL
 LA1819  ______________________________________________________________________
 LA1819* NAD 83(1986) POSITION- 40 44 20.     (N) 085 46 14.     (W)   SCALED
 LA1819* NAVD 88 ORTHO HEIGHT -   242.086 (meters)      794.24  (feet) ADJUSTED
 LA1819  ______________________________________________________________________
 LA1819  GEOID HEIGHT    -        -34.284 (meters)                     GEOID18
 LA1819  DYNAMIC HEIGHT  -        241.968 (meters)      793.86  (feet) COMP
 LA1819  MODELED GRAVITY -    980,134.6   (mgal)                       NAVD 88
 LA1819
 LA1819  VERT ORDER      -  SECOND    CLASS 0
 LA1819
 LA1819.The horizontal coordinates were scaled from a map and have
 LA1819.an estimated accuracy of +/- 6 seconds.
 LA1819
 LA1819.The orthometric height was determined by differential leveling and
 LA1819.adjusted by the NATIONAL GEODETIC SURVEY
 LA1819.in June 1991.
 LA1819
 LA1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1819.GEOID18 height accuracy estimate available here.
 LA1819
 LA1819.Click photographs - Photos may exist for this station.
 LA1819
 LA1819.The dynamic height is computed by dividing the NAVD 88
 LA1819.geopotential number by the normal gravity value computed on the
 LA1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1819.degrees latitude (g = 980.6199 gals.).
 LA1819
 LA1819.The modeled gravity was interpolated from observed gravity values.
 LA1819
 LA1819;                    North         East    Units  Estimated Accuracy
 LA1819;SPC IN E     -   609,570.       91,230.      MT  (+/- 180 meters Scaled)
 LA1819
 LA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL038104(NAD 83)
 LA1819
 LA1819                          SUPERSEDED SURVEY CONTROL
 LA1819
 LA1819  NGVD 29 (??/??/92)  242.215  (m)          794.67   (f) ADJ UNCH    2 0
 LA1819
 LA1819.Superseded values are not recommended for survey control.
 LA1819
 LA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1819.See file dsdata.pdf to determine how the superseded data were derived.
 LA1819
 LA1819_MARKER: DB = BENCH MARK DISK
 LA1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1819_STAMPING: N 212 1947
 LA1819_MARK LOGO: CGS
 LA1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1819+STABILITY: SURFACE MOTION
 LA1819
 LA1819  HISTORY     - Date     Condition        Report By
 LA1819  HISTORY     - 1947     MONUMENTED       CGS
 LA1819
 LA1819                          STATION DESCRIPTION
 LA1819
 LA1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1819'6.9 MI S FROM WABASH.
 LA1819'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRST
 LA1819'NATIONAL BANK BUILDING AT WABASH, THENCE ABOUT 1.0 MILE WEST ALONG
 LA1819'STATE HIGHWAY 124, ABOUT 0.3 MILE EAST OF THE STEEL BRIDGE OVER
 LA1819'TREATY CREEK, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1819'18 FEET EAST OF THE CENTER LINE OF A DRIVE TO A PASTURE, 9 FEET
 LA1819'EAST OF THE EAST POST TO THE PASTURE GATE, 1 FOOT SOUTH OF THE
 LA1819'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1819'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1819'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED BY GOING ABOUT
 LA1819'4.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, THENCE
 LA1819'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 124.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0982 ***********************************************************************
 LA0982  DESIGNATION -  N 213
 LA0982  PID         -  LA0982
 LA0982  STATE/COUNTY-  IN/WELLS
 LA0982  COUNTRY     -  US
 LA0982  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0982
 LA0982                         *CURRENT SURVEY CONTROL
 LA0982  ______________________________________________________________________
 LA0982* NAD 83(1986) POSITION- 40 44 30.97   (N) 085 18 38.64   (W)   HD_HELD1
 LA0982* NAVD 88 ORTHO HEIGHT -   251.972 (meters)      826.68  (feet) ADJUSTED
 LA0982  ______________________________________________________________________
 LA0982  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 LA0982  DYNAMIC HEIGHT  -        251.850 (meters)      826.28  (feet) COMP
 LA0982  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 LA0982
 LA0982  VERT ORDER      -  SECOND    CLASS 0
 LA0982
 LA0982.The horizontal coordinates were determined by differentially corrected
 LA0982.hand held GPS observations or other comparable positioning techniques
 LA0982.and have an estimated accuracy of +/- 3 meters.
 LA0982
 LA0982.The orthometric height was determined by differential leveling and
 LA0982.adjusted by the NATIONAL GEODETIC SURVEY
 LA0982.in June 1991.
 LA0982
 LA0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0982.GEOID18 height accuracy estimate available here.
 LA0982
 LA0982.Click photographs - Photos may exist for this station.
 LA0982
 LA0982.The dynamic height is computed by dividing the NAVD 88
 LA0982.geopotential number by the normal gravity value computed on the
 LA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0982.degrees latitude (g = 980.6199 gals.).
 LA0982
 LA0982.The modeled gravity was interpolated from observed gravity values.
 LA0982
 LA0982;                    North         East    Units  Estimated Accuracy
 LA0982;SPC IN E     -   609,961.7     130,062.0     MT  (+/- 3 meters HH1 GPS) 
 LA0982
 LA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4262511482(NAD 83)
 LA0982
 LA0982                          SUPERSEDED SURVEY CONTROL
 LA0982
 LA0982  NGVD 29 (??/??/92)  252.109  (m)          827.13   (f) ADJ UNCH    2 0
 LA0982
 LA0982.Superseded values are not recommended for survey control.
 LA0982
 LA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0982.See file dsdata.pdf to determine how the superseded data were derived.
 LA0982
 LA0982_MARKER: DB = BENCH MARK DISK
 LA0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0982_SP_SET: BRIDGE
 LA0982_STAMPING: N 213 1947
 LA0982_MARK LOGO: CGS
 LA0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0982+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2017
 LA0982
 LA0982  HISTORY     - Date     Condition        Report By
 LA0982  HISTORY     - 1947     MONUMENTED       CGS
 LA0982  HISTORY     - 1968     GOOD             CGS
 LA0982  HISTORY     - 20170629 GOOD             INDIV
 LA0982
 LA0982                          STATION DESCRIPTION
 LA0982
 LA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0982'4.3 MI E FROM PLUM TREE.
 LA0982'4.3 MILES EAST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN CHURCH
 LA0982'AT PLUM TREE, ABOUT 0.15 MILE WEST OF THE STEEL BRIDGE OVER ROCK
 LA0982'CREEK, SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST WING WALL
 LA0982'OF A 36-FOOT CONCRETE BRIDGE, 18 FEET SOUTH OF AND ABOUT 1 FOOT
 LA0982'ABOVE THE CENTER LINE OF THE HIGHWAY.
 LA0982
 LA0982                          STATION RECOVERY (2017)
 LA0982
 LA0982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017
 LA0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0914 ***********************************************************************
 LA0914  DESIGNATION -  N 214
 LA0914  PID         -  LA0914
 LA0914  STATE/COUNTY-  IN/WELLS
 LA0914  COUNTRY     -  US
 LA0914  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0914
 LA0914                         *CURRENT SURVEY CONTROL
 LA0914  ______________________________________________________________________
 LA0914* NAD 83(1986) POSITION- 40 37 30.47   (N) 085 22 19.90   (W)   HD_HELD1
 LA0914* NAVD 88 ORTHO HEIGHT -   259.343 (meters)      850.86  (feet) ADJUSTED
 LA0914  ______________________________________________________________________
 LA0914  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 LA0914  DYNAMIC HEIGHT  -        259.213 (meters)      850.43  (feet) COMP
 LA0914  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 LA0914
 LA0914  VERT ORDER      -  SECOND    CLASS 0
 LA0914
 LA0914.The horizontal coordinates were determined by differentially corrected
 LA0914.hand held GPS observations or other comparable positioning techniques
 LA0914.and have an estimated accuracy of +/- 3 meters.
 LA0914
 LA0914.The orthometric height was determined by differential leveling and
 LA0914.adjusted by the NATIONAL GEODETIC SURVEY
 LA0914.in June 1991.
 LA0914
 LA0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0914.GEOID18 height accuracy estimate available here.
 LA0914
 LA0914.Click photographs - Photos may exist for this station.
 LA0914
 LA0914.The dynamic height is computed by dividing the NAVD 88
 LA0914.geopotential number by the normal gravity value computed on the
 LA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0914.degrees latitude (g = 980.6199 gals.).
 LA0914
 LA0914.The modeled gravity was interpolated from observed gravity values.
 LA0914
 LA0914;                    North         East    Units  Estimated Accuracy
 LA0914;SPC IN E     -   596,971.9     124,914.5     MT  (+/- 3 meters HH1 GPS) 
 LA0914
 LA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3767698417(NAD 83)
 LA0914
 LA0914                          SUPERSEDED SURVEY CONTROL
 LA0914
 LA0914  NGVD 29 (??/??/92)  259.476  (m)          851.30   (f) ADJ UNCH    2 0
 LA0914
 LA0914.Superseded values are not recommended for survey control.
 LA0914
 LA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0914.See file dsdata.pdf to determine how the superseded data were derived.
 LA0914
 LA0914_MARKER: DB = BENCH MARK DISK
 LA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0914_STAMPING: N 214 1947
 LA0914_MARK LOGO: CGS
 LA0914_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0914+STABILITY: SURFACE MOTION
 LA0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0914+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2011
 LA0914
 LA0914  HISTORY     - Date     Condition        Report By
 LA0914  HISTORY     - 1947     MONUMENTED       CGS
 LA0914  HISTORY     - 20111209 GOOD             FOXCON
 LA0914
 LA0914                          STATION DESCRIPTION
 LA0914
 LA0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0914'11.8 MI N FROM HARTFORD CITY.
 LA0914'ABOUT 11.75 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY
 LA0914'SCHOOL AT HARTFORD CITY, ABOUT 1.0 MILE SOUTH OF A CEMETERY ON
 LA0914'THE WEST SIDE OF THE HIGHWAY, AT A GRAVEL CROSS ROAD, 30 FEET
 LA0914'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 42 FEET WEST OF THE
 LA0914'CENTER LINE OF THE HIGHWAY, 13 FEET NORTHEAST OF A FENCE CORNER
 LA0914'POST, 11 FEET SOUTHWEST OF A FENCE CORNER POST, 1.3 FEET
 LA0914'SOUTHEAST OF A FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 LA0914'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LA0914'CONCRETE POST PROJECTING 4 INCHES.
 LA0914
 LA0914                          STATION RECOVERY (2011)
 LA0914
 LA0914'RECOVERY NOTE BY FOX CONTRACTORS 2011 (DCW)
 LA0914'THE BENCHMARK WAS LOCATED IN THE NW QUADRANT OF THE INTERSECTION OF
 LA0914'COUNTY ROAD 800S AND SR3 (COUNTY ROAD 800W), AND AS PREVIOUSLY
 LA0914'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0934 ***********************************************************************
 LA0934  DESIGNATION -  N 215
 LA0934  PID         -  LA0934
 LA0934  STATE/COUNTY-  IN/BLACKFORD
 LA0934  COUNTRY     -  US
 LA0934  USGS QUAD   -  MONTPELIER (2019)
 LA0934
 LA0934                         *CURRENT SURVEY CONTROL
 LA0934  ______________________________________________________________________
 LA0934* NAD 83(1986) POSITION- 40 33 06.     (N) 085 16 41.     (W)   SCALED
 LA0934* NAVD 88 ORTHO HEIGHT -   265.095 (meters)      869.73  (feet) ADJUSTED
 LA0934  ______________________________________________________________________
 LA0934  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 LA0934  DYNAMIC HEIGHT  -        264.961 (meters)      869.29  (feet) COMP
 LA0934  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 LA0934
 LA0934  VERT ORDER      -  SECOND    CLASS 0
 LA0934
 LA0934.The horizontal coordinates were scaled from a map and have
 LA0934.an estimated accuracy of +/- 6 seconds.
 LA0934
 LA0934.The orthometric height was determined by differential leveling and
 LA0934.adjusted by the NATIONAL GEODETIC SURVEY
 LA0934.in June 1991.
 LA0934
 LA0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0934.GEOID18 height accuracy estimate available here.
 LA0934
 LA0934.Click photographs - Photos may exist for this station.
 LA0934
 LA0934.The dynamic height is computed by dividing the NAVD 88
 LA0934.geopotential number by the normal gravity value computed on the
 LA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0934.degrees latitude (g = 980.6199 gals.).
 LA0934
 LA0934.The modeled gravity was interpolated from observed gravity values.
 LA0934
 LA0934;                    North         East    Units  Estimated Accuracy
 LA0934;SPC IN E     -   588,850.      132,920.      MT  (+/- 180 meters Scaled)
 LA0934
 LA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK457904(NAD 83)
 LA0934
 LA0934                          SUPERSEDED SURVEY CONTROL
 LA0934
 LA0934  NGVD 29 (??/??/92)  265.230  (m)          870.18   (f) ADJ UNCH    2 0
 LA0934
 LA0934.Superseded values are not recommended for survey control.
 LA0934
 LA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0934.See file dsdata.pdf to determine how the superseded data were derived.
 LA0934
 LA0934_MARKER: DB = BENCH MARK DISK
 LA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0934_STAMPING: N 215 1947
 LA0934_MARK LOGO: CGS
 LA0934_PROJECTION: FLUSH
 LA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0934+STABILITY: SURFACE MOTION
 LA0934
 LA0934  HISTORY     - Date     Condition        Report By
 LA0934  HISTORY     - 1947     MONUMENTED       CGS
 LA0934  HISTORY     - 1970     GOOD             NGS
 LA0934  HISTORY     - 20071214 GOOD             INDNR
 LA0934
 LA0934                          STATION DESCRIPTION
 LA0934
 LA0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0934'AT MONTPELIER.
 LA0934'AT MONTPELIER, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 303
 LA0934'FROM THE POST OFFICE IN THE NORTHWEST CORNER OF THE HIGH SCHOOL
 LA0934'LAWN, ACROSS AN EAST-WEST STREET FROM THE MONTPELIER CITY AND
 LA0934'HARRISON TWP. SCHOOL, IN THE V FORMED BY THE SIDE WALK LEADING
 LA0934'SOUTHEAST TO THE SCHOOL AND A NORTH-SOUTH SIDE WALK, 41.5 FEET
 LA0934'SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, 21 FEET EAST
 LA0934'OF THE CENTER LINE OF A NORTH-SOUTH STREET, 9 FEET SOUTHWEST
 LA0934'OF THE SOUTHWEST EDGE OF THE SIDE WALK LEADING SOUTHEAST TO THE
 LA0934'SCHOOL, 0.6 FOOT EAST OF THE EAST EDGE OF THE NORTH-SOUTH SIDE
 LA0934'WALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LA0934'GROUND.
 LA0934
 LA0934                          STATION RECOVERY (1970)
 LA0934
 LA0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0934'RECOVERED IN GOOD CONDITION.
 LA0934
 LA0934                          STATION RECOVERY (2007)
 LA0934
 LA0934'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 LA0934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0953 ***********************************************************************
 LA0953  DESIGNATION -  N 216
 LA0953  PID         -  LA0953
 LA0953  STATE/COUNTY-  IN/WELLS
 LA0953  COUNTRY     -  US
 LA0953  USGS QUAD   -  BLUFFTON (2019)
 LA0953
 LA0953                         *CURRENT SURVEY CONTROL
 LA0953  ______________________________________________________________________
 LA0953* NAD 83(1986) POSITION- 40 39 16.     (N) 085 13 14.     (W)   SCALED
 LA0953* NAVD 88 ORTHO HEIGHT -   259.455 (meters)      851.23  (feet) ADJUSTED
 LA0953  ______________________________________________________________________
 LA0953  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA0953  DYNAMIC HEIGHT  -        259.327 (meters)      850.81  (feet) COMP
 LA0953  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 LA0953
 LA0953  VERT ORDER      -  SECOND    CLASS 0
 LA0953
 LA0953.The horizontal coordinates were scaled from a map and have
 LA0953.an estimated accuracy of +/- 6 seconds.
 LA0953
 LA0953.The orthometric height was determined by differential leveling and
 LA0953.adjusted by the NATIONAL GEODETIC SURVEY
 LA0953.in June 1991.
 LA0953
 LA0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0953.GEOID18 height accuracy estimate available here.
 LA0953
 LA0953.Click photographs - Photos may exist for this station.
 LA0953
 LA0953.The dynamic height is computed by dividing the NAVD 88
 LA0953.geopotential number by the normal gravity value computed on the
 LA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0953.degrees latitude (g = 980.6199 gals.).
 LA0953
 LA0953.The modeled gravity was interpolated from observed gravity values.
 LA0953
 LA0953;                    North         East    Units  Estimated Accuracy
 LA0953;SPC IN E     -   600,280.      137,730.      MT  (+/- 180 meters Scaled)
 LA0953
 LA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL504019(NAD 83)
 LA0953
 LA0953                          SUPERSEDED SURVEY CONTROL
 LA0953
 LA0953  NGVD 29 (??/??/92)  259.591  (m)          851.67   (f) ADJ UNCH    2 0
 LA0953
 LA0953.Superseded values are not recommended for survey control.
 LA0953
 LA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0953.See file dsdata.pdf to determine how the superseded data were derived.
 LA0953
 LA0953_MARKER: DB = BENCH MARK DISK
 LA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0953_STAMPING: N 216 1947
 LA0953_MARK LOGO: CGS
 LA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0953+STABILITY: SURFACE MOTION
 LA0953
 LA0953  HISTORY     - Date     Condition        Report By
 LA0953  HISTORY     - 1947     MONUMENTED       CGS
 LA0953  HISTORY     - 1968     GOOD             CGS
 LA0953
 LA0953                          STATION DESCRIPTION
 LA0953
 LA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0953'AT PONETO.
 LA0953'AT PONETO, ABOUT 0.25 MILE EAST OF THE CROSSING OF THE NORFOLK
 LA0953'AND WESTERN RAILROAD, ALONG STATE HIGHWAY 118, 78 FEET NORTHEAST
 LA0953'OF THE EAST GAS PUMP, 42 FEET SOUTH OF THE CENTER LINE OF THE
 LA0953'HIGHWAY, 29 FEET WEST OF TELEPHONE POLE NO. 185, 31 FEET EAST
 LA0953'OF THE EAST DRIVE, 10.5 FEET EAST OF A CONCRETE GATE POST, 1
 LA0953'FOOT NORTH OF THE FENCE LINE, 1 FOOT EAST OF A STEEL WITNESS
 LA0953'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0953'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1232 ***********************************************************************
 LA1232  DESIGNATION -  N 217
 LA1232  PID         -  LA1232
 LA1232  STATE/COUNTY-  IN/DELAWARE
 LA1232  COUNTRY     -  US
 LA1232  USGS QUAD   -  WHEELING (2019)
 LA1232
 LA1232                         *CURRENT SURVEY CONTROL
 LA1232  ______________________________________________________________________
 LA1232* NAD 83(1986) POSITION- 40 20 08.     (N) 085 27 43.     (W)   SCALED
 LA1232* NAVD 88 ORTHO HEIGHT -   270.955 (meters)      888.96  (feet) ADJUSTED
 LA1232  ______________________________________________________________________
 LA1232  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 LA1232  DYNAMIC HEIGHT  -        270.815 (meters)      888.50  (feet) COMP
 LA1232  MODELED GRAVITY -    980,102.0   (mgal)                       NAVD 88
 LA1232
 LA1232  VERT ORDER      -  SECOND    CLASS 0
 LA1232
 LA1232.The horizontal coordinates were scaled from a map and have
 LA1232.an estimated accuracy of +/- 6 seconds.
 LA1232
 LA1232.The orthometric height was determined by differential leveling and
 LA1232.adjusted by the NATIONAL GEODETIC SURVEY
 LA1232.in June 1991.
 LA1232
 LA1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1232.GEOID18 height accuracy estimate available here.
 LA1232
 LA1232.Click photographs - Photos may exist for this station.
 LA1232
 LA1232.The dynamic height is computed by dividing the NAVD 88
 LA1232.geopotential number by the normal gravity value computed on the
 LA1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1232.degrees latitude (g = 980.6199 gals.).
 LA1232
 LA1232.The modeled gravity was interpolated from observed gravity values.
 LA1232
 LA1232;                    North         East    Units  Estimated Accuracy
 LA1232;SPC IN E     -   564,800.      117,400.      MT  (+/- 180 meters Scaled)
 LA1232
 LA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK306661(NAD 83)
 LA1232
 LA1232                          SUPERSEDED SURVEY CONTROL
 LA1232
 LA1232  NGVD 29 (??/??/92)  271.092  (m)          889.41   (f) ADJ UNCH    2 0
 LA1232
 LA1232.Superseded values are not recommended for survey control.
 LA1232
 LA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1232.See file dsdata.pdf to determine how the superseded data were derived.
 LA1232
 LA1232_MARKER: DB = BENCH MARK DISK
 LA1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1232_STAMPING: N 217 1947
 LA1232_MARK LOGO: CGS
 LA1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1232+STABILITY: SURFACE MOTION
 LA1232
 LA1232  HISTORY     - Date     Condition        Report By
 LA1232  HISTORY     - 1947     MONUMENTED       CGS
 LA1232
 LA1232                          STATION DESCRIPTION
 LA1232
 LA1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1232'1 MI N FROM STOCKPORT.
 LA1232'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE CROSSROADS
 LA1232'AT STOCKPORT, AT A GRAVEL CROSS ROAD, ABOUT 70 YARDS NORTHEAST
 LA1232'AND ACROSS THE HIGHWAY FROM THE GREY EAGLE SERVICE STATION, 67
 LA1232'FEET NORTHWEST AND ACROSS THE CROSS ROAD FROM THE NORTHWEST
 LA1232'CORNER OF A 1-STORY FRAME HOUSE, 30 FEET NORTH OF THE CENTER
 LA1232'LINE OF THE CROSS ROAD, 20.5 FEET NORTHEAST OF THE CENTER LINE
 LA1232'OF THE HIGHWAY, 3.5 FEET NORTHWEST OF A GATE POST, 2.8 FEET EAST
 LA1232'OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF THE FENCE LINE, 2
 LA1232'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1232'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1232'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1516 ***********************************************************************
 LA1516  DESIGNATION -  N 218
 LA1516  PID         -  LA1516
 LA1516  STATE/COUNTY-  IN/DELAWARE
 LA1516  COUNTRY     -  US
 LA1516  USGS QUAD   -  GILMAN (2019)
 LA1516
 LA1516                         *CURRENT SURVEY CONTROL
 LA1516  ______________________________________________________________________
 LA1516* NAD 83(1986) POSITION- 40 10 44.     (N) 085 34 31.     (W)   SCALED
 LA1516* NAVD 88 ORTHO HEIGHT -   275.953 (meters)      905.36  (feet) ADJUSTED
 LA1516  ______________________________________________________________________
 LA1516  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 LA1516  DYNAMIC HEIGHT  -        275.807 (meters)      904.88  (feet) COMP
 LA1516  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 LA1516
 LA1516  VERT ORDER      -  SECOND    CLASS 0
 LA1516
 LA1516.The horizontal coordinates were scaled from a map and have
 LA1516.an estimated accuracy of +/- 6 seconds.
 LA1516
 LA1516.The orthometric height was determined by differential leveling and
 LA1516.adjusted by the NATIONAL GEODETIC SURVEY
 LA1516.in June 1991.
 LA1516
 LA1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1516.GEOID18 height accuracy estimate available here.
 LA1516
 LA1516.Click photographs - Photos may exist for this station.
 LA1516
 LA1516.The dynamic height is computed by dividing the NAVD 88
 LA1516.geopotential number by the normal gravity value computed on the
 LA1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1516.degrees latitude (g = 980.6199 gals.).
 LA1516
 LA1516.The modeled gravity was interpolated from observed gravity values.
 LA1516
 LA1516;                    North         East    Units  Estimated Accuracy
 LA1516;SPC IN E     -   547,380.      107,780.      MT  (+/- 180 meters Scaled)
 LA1516
 LA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212485(NAD 83)
 LA1516
 LA1516                          SUPERSEDED SURVEY CONTROL
 LA1516
 LA1516  NGVD 29 (??/??/92)  276.093  (m)          905.82   (f) ADJ UNCH    2 0
 LA1516
 LA1516.Superseded values are not recommended for survey control.
 LA1516
 LA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1516.See file dsdata.pdf to determine how the superseded data were derived.
 LA1516
 LA1516_MARKER: DB = BENCH MARK DISK
 LA1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1516_STAMPING: N 218 1947
 LA1516_MARK LOGO: CGS
 LA1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1516+STABILITY: SURFACE MOTION
 LA1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1516+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 LA1516
 LA1516  HISTORY     - Date     Condition        Report By
 LA1516  HISTORY     - 1947     MONUMENTED       CGS
 LA1516  HISTORY     - 20050406 GOOD             BFSINC
 LA1516
 LA1516                          STATION DESCRIPTION
 LA1516
 LA1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1516'3.8 MI S FROM GILMAN.
 LA1516'ABOUT 3.75 MILES ALONG THE DELAWARE-MADISON COUNTY LINE ROAD
 LA1516'FROM THE CROSSROADS AT GILMAN, AT AN EAST-WEST GRAVEL ROAD,
 LA1516'23 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16
 LA1516'FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 11 FEET
 LA1516'SOUTH OF POWER POLE NO. DE 7146, 6 FEET SOUTH OF A FENCE CORNER
 LA1516'POST, 1 FOOT WEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE
 LA1516'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 LA1516'TOP OF A CONCRETE POST PROJECTING 6 IN.
 LA1516
 LA1516                          STATION RECOVERY (2005)
 LA1516
 LA1516'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA1516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1177 ***********************************************************************
 LA1177  DESIGNATION -  N 219
 LA1177  PID         -  LA1177
 LA1177  STATE/COUNTY-  IN/DELAWARE
 LA1177  COUNTRY     -  US
 LA1177  USGS QUAD   -  REDKEY (2019)
 LA1177
 LA1177                         *CURRENT SURVEY CONTROL
 LA1177  ______________________________________________________________________
 LA1177* NAD 83(1986) POSITION- 40 17 41.     (N) 085 14 49.     (W)   SCALED
 LA1177* NAVD 88 ORTHO HEIGHT -   284.803 (meters)      934.39  (feet) ADJUSTED
 LA1177  ______________________________________________________________________
 LA1177  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 LA1177  DYNAMIC HEIGHT  -        284.654 (meters)      933.90  (feet) COMP
 LA1177  MODELED GRAVITY -    980,095.5   (mgal)                       NAVD 88
 LA1177
 LA1177  VERT ORDER      -  SECOND    CLASS 0
 LA1177
 LA1177.The horizontal coordinates were scaled from a map and have
 LA1177.an estimated accuracy of +/- 6 seconds.
 LA1177
 LA1177.The orthometric height was determined by differential leveling and
 LA1177.adjusted by the NATIONAL GEODETIC SURVEY
 LA1177.in June 1991.
 LA1177
 LA1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1177.GEOID18 height accuracy estimate available here.
 LA1177
 LA1177.Click photographs - Photos may exist for this station.
 LA1177
 LA1177.The dynamic height is computed by dividing the NAVD 88
 LA1177.geopotential number by the normal gravity value computed on the
 LA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1177.degrees latitude (g = 980.6199 gals.).
 LA1177
 LA1177.The modeled gravity was interpolated from observed gravity values.
 LA1177
 LA1177;                    North         East    Units  Estimated Accuracy
 LA1177;SPC IN E     -   560,330.      135,690.      MT  (+/- 180 meters Scaled)
 LA1177
 LA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK489619(NAD 83)
 LA1177
 LA1177                          SUPERSEDED SURVEY CONTROL
 LA1177
 LA1177  NGVD 29 (??/??/92)  284.94   (m)          934.8    (f) COMPUTED    2 0
 LA1177
 LA1177.Superseded values are not recommended for survey control.
 LA1177
 LA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1177.See file dsdata.pdf to determine how the superseded data were derived.
 LA1177
 LA1177_MARKER: DB = BENCH MARK DISK
 LA1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1177_SP_SET: BRIDGE
 LA1177_STAMPING: N 219 1947
 LA1177_MARK LOGO: CGS
 LA1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1177
 LA1177  HISTORY     - Date     Condition        Report By
 LA1177  HISTORY     - 1947     MONUMENTED       CGS
 LA1177
 LA1177                          STATION DESCRIPTION
 LA1177
 LA1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1177'0.8 MI SW FROM ALBANY.
 LA1177'ABOUT 0.8 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1177'LOUIS RAILROAD FROM THE STATION AT ALBANY, SET IN THE TOP OF THE
 LA1177'SOUTHWEST CONCRETE WING WALL OF THE STEEL BRIDGE OVER MISSISSINEWA
 LA1177'RIVER, 6 FEET WEST OF AND ABOUT 0.4 FOOT BELOW THE WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1178 ***********************************************************************
 LA1178  DESIGNATION -  N 219 RESET
 LA1178  PID         -  LA1178
 LA1178  STATE/COUNTY-  IN/DELAWARE
 LA1178  COUNTRY     -  US
 LA1178  USGS QUAD   -  REDKEY (2019)
 LA1178
 LA1178                         *CURRENT SURVEY CONTROL
 LA1178  ______________________________________________________________________
 LA1178* NAD 83(1986) POSITION- 40 17 41.     (N) 085 14 49.     (W)   SCALED
 LA1178* NAVD 88 ORTHO HEIGHT -   285.04  (meters)      935.2   (feet) RESET
 LA1178  ______________________________________________________________________
 LA1178  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 LA1178  VERT ORDER      -  THIRD
 LA1178
 LA1178.The horizontal coordinates were scaled from a map and have
 LA1178.an estimated accuracy of +/- 6 seconds.
 LA1178
 LA1178.The orthometric height was computed from unverified reset data.
 LA1178
 LA1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1178.GEOID18 height accuracy estimate available here.
 LA1178
 LA1178.Click photographs - Photos may exist for this station.
 LA1178
 LA1178;                    North         East    Units  Estimated Accuracy
 LA1178;SPC IN E     -   560,330.      135,690.      MT  (+/- 180 meters Scaled)
 LA1178
 LA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK489619(NAD 83)
 LA1178
 LA1178                          SUPERSEDED SURVEY CONTROL
 LA1178
 LA1178  NGVD 29 (??/??/??)  285.18   (m)          935.6    (f) RESET       3  
 LA1178
 LA1178.Superseded values are not recommended for survey control.
 LA1178
 LA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1178.See file dsdata.pdf to determine how the superseded data were derived.
 LA1178
 LA1178_MARKER: DB = BENCH MARK DISK
 LA1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1178_SP_SET: BRIDGE
 LA1178_STAMPING: N 219 RESET 1954
 LA1178_MARK LOGO: CGS
 LA1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1178
 LA1178  HISTORY     - Date     Condition        Report By
 LA1178  HISTORY     - 1954     MONUMENTED       NYCRR
 LA1178
 LA1178                          STATION DESCRIPTION
 LA1178
 LA1178'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1954
 LA1178'0.8 MI SW FROM ALBANY.
 LA1178'0.8 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1178'RAILROAD FROM THE STATION AT ALBANY, DELAWARE COUNTY, AT THE STEEL
 LA1178'BRIDGE OVER MISSISSENEWA RIVER, IN THE TOP OF THE SOUTHWEST CONCRETE
 LA1178'WING WALL, 4 FEET WEST OF THE WEST RAIL, AND 0.5 FOOT LOWER THAN
 LA1178'THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0693 ***********************************************************************
 MD0693  DESIGNATION -  N 22
 MD0693  PID         -  MD0693
 MD0693  STATE/COUNTY-  IN/DE KALB
 MD0693  COUNTRY     -  US
 MD0693  USGS QUAD   -  AUBURN (2019)
 MD0693
 MD0693                         *CURRENT SURVEY CONTROL
 MD0693  ______________________________________________________________________
 MD0693* NAD 83(1986) POSITION- 41 21 08.     (N) 085 04 26.     (W)   SCALED
 MD0693* NAVD 88 ORTHO HEIGHT -   264.079 (meters)      866.40  (feet) ADJUSTED
 MD0693  ______________________________________________________________________
 MD0693  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 MD0693  DYNAMIC HEIGHT  -        263.973 (meters)      866.05  (feet) COMP
 MD0693  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 MD0693
 MD0693  VERT ORDER      -  SECOND    CLASS 0
 MD0693
 MD0693.The horizontal coordinates were scaled from a map and have
 MD0693.an estimated accuracy of +/- 6 seconds.
 MD0693
 MD0693.The orthometric height was determined by differential leveling and
 MD0693.adjusted by the NATIONAL GEODETIC SURVEY
 MD0693.in June 1991.
 MD0693
 MD0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0693.GEOID18 height accuracy estimate available here.
 MD0693
 MD0693.Click photographs - Photos may exist for this station.
 MD0693
 MD0693.The dynamic height is computed by dividing the NAVD 88
 MD0693.geopotential number by the normal gravity value computed on the
 MD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0693.degrees latitude (g = 980.6199 gals.).
 MD0693
 MD0693.The modeled gravity was interpolated from observed gravity values.
 MD0693
 MD0693;                    North         East    Units  Estimated Accuracy
 MD0693;SPC IN E     -   677,840.      149,610.      MT  (+/- 180 meters Scaled)
 MD0693
 MD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611796(NAD 83)
 MD0693
 MD0693                          SUPERSEDED SURVEY CONTROL
 MD0693
 MD0693  NGVD 29 (??/??/92)  264.221  (m)          866.87   (f) ADJ UNCH    2 0
 MD0693
 MD0693.Superseded values are not recommended for survey control.
 MD0693
 MD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0693.See file dsdata.pdf to determine how the superseded data were derived.
 MD0693
 MD0693_MARKER: DB = BENCH MARK DISK
 MD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0693_STAMPING: N 22 1961
 MD0693_MARK LOGO: CGS
 MD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0693+STABILITY: SURFACE MOTION
 MD0693
 MD0693  HISTORY     - Date     Condition        Report By
 MD0693  HISTORY     - 1961     MONUMENTED       CGS
 MD0693  HISTORY     - 1964     GOOD             INHD
 MD0693
 MD0693                          STATION DESCRIPTION
 MD0693
 MD0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0693'1.2 MI SW FROM AUBURN.
 MD0693'ABOUT 1.2 MILES SW ALONG THE FORT WAYNE BRANCH OF THE NEW YORK
 MD0693'CENTRAL RAILROAD FROM THE W. SEVENTH STREET CROSSING IN AUBURN,
 MD0693'ABOUT 60 YARDS NE OF NW CORNER OF THE ENSLEY TRAFFIC CONTROL
 MD0693'TOWER AT THE INTERSECTION OF THE SAID AND BALTIMORE AND OHIO
 MD0693'RAILROADS, 54 FEET N OF CENTER LINE OF W. ENSLEY AVENUE, 24.9
 MD0693'FEET SE OF SE RAIL OF THE MAIN LINE OF THE BRANCH R.R., ABOUT
 MD0693'LEVEL WITH THE AVENUE, 1.4 FEET NE OF STEEL WITNESS POST, AND
 MD0693'PROJECTING 0.5 FOOT ABOVE GROUND.
 MD0693
 MD0693                          STATION RECOVERY (1964)
 MD0693
 MD0693'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1964
 MD0693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1252 ***********************************************************************
 LA1252  DESIGNATION -  N 220
 LA1252  PID         -  LA1252
 LA1252  STATE/COUNTY-  IN/DELAWARE
 LA1252  COUNTRY     -  US
 LA1252  USGS QUAD   -  EATON (2019)
 LA1252
 LA1252                         *CURRENT SURVEY CONTROL
 LA1252  ______________________________________________________________________
 LA1252* NAD 83(1986) POSITION- 40 20 30.     (N) 085 17 10.     (W)   SCALED
 LA1252* NAVD 88 ORTHO HEIGHT -   287.852 (meters)      944.39  (feet) ADJUSTED
 LA1252  ______________________________________________________________________
 LA1252  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 LA1252  DYNAMIC HEIGHT  -        287.703 (meters)      943.91  (feet) COMP
 LA1252  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LA1252
 LA1252  VERT ORDER      -  SECOND    CLASS 0
 LA1252
 LA1252.The horizontal coordinates were scaled from a map and have
 LA1252.an estimated accuracy of +/- 6 seconds.
 LA1252
 LA1252.The orthometric height was determined by differential leveling and
 LA1252.adjusted by the NATIONAL GEODETIC SURVEY
 LA1252.in June 1991.
 LA1252
 LA1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1252.GEOID18 height accuracy estimate available here.
 LA1252
 LA1252.Click photographs - Photos may exist for this station.
 LA1252
 LA1252.The dynamic height is computed by dividing the NAVD 88
 LA1252.geopotential number by the normal gravity value computed on the
 LA1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1252.degrees latitude (g = 980.6199 gals.).
 LA1252
 LA1252.The modeled gravity was interpolated from observed gravity values.
 LA1252
 LA1252;                    North         East    Units  Estimated Accuracy
 LA1252;SPC IN E     -   565,520.      132,330.      MT  (+/- 180 meters Scaled)
 LA1252
 LA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455670(NAD 83)
 LA1252
 LA1252                          SUPERSEDED SURVEY CONTROL
 LA1252
 LA1252  NGVD 29 (??/??/92)  287.987  (m)          944.84   (f) ADJ UNCH    2 0
 LA1252
 LA1252.Superseded values are not recommended for survey control.
 LA1252
 LA1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1252.See file dsdata.pdf to determine how the superseded data were derived.
 LA1252
 LA1252_MARKER: DB = BENCH MARK DISK
 LA1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1252_STAMPING: N 220 1947
 LA1252_MARK LOGO: CGS
 LA1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1252+STABILITY: SURFACE MOTION
 LA1252
 LA1252  HISTORY     - Date     Condition        Report By
 LA1252  HISTORY     - 1947     MONUMENTED       CGS
 LA1252
 LA1252                          STATION DESCRIPTION
 LA1252
 LA1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1252'4.8 MI S FROM MILGROVE.
 LA1252'ABOUT 2.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 LA1252'MILGROVE, THENCE ABOUT 0.5 MILE WEST, THENCE 1.5 MILE SOUTH
 LA1252'ALONG A BLACK TOP ROAD, ABOUT 0.5 MILE SOUTH OF THE CROSSROADS
 LA1252'AT UNION CHAPEL CHURCH, 71 FEET SOUTHEAST OF THE SOUTHEAST
 LA1252'CORNER OF THE MELVIN STOVER FARM HOUSE, 179 FEET SOUTH OF
 LA1252'THE CENTER LINE OF THE DRIVE WAY TO THE BARN, 19 FEET WEST
 LA1252'OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTH OF AN L SHAPED
 LA1252'CONCRETE FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, 2 FEET
 LA1252'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD
 LA1252'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LA1252'NOTE-- MARK MAY BE REACHED FROM EATON, DELAWARE COUNTY BY GOING
 LA1252'ABOUT 4.0 MILES EAST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 LA1252'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, THENCE
 LA1252'ABOUT 1.1 MILES NORTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0555 ***********************************************************************
 MD0555  DESIGNATION -  N 221
 MD0555  PID         -  MD0555
 MD0555  STATE/COUNTY-  IN/ALLEN
 MD0555  COUNTRY     -  US
 MD0555  USGS QUAD   -  MAPLES (2019)
 MD0555
 MD0555                         *CURRENT SURVEY CONTROL
 MD0555  ______________________________________________________________________
 MD0555* NAD 83(1986) POSITION- 41 00 21.7    (N) 084 58 11.6    (W)   HD_HELD2
 MD0555* NAVD 88 ORTHO HEIGHT -   244.599 (meters)      802.49  (feet) ADJUSTED
 MD0555  ______________________________________________________________________
 MD0555  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 MD0555  DYNAMIC HEIGHT  -        244.498 (meters)      802.16  (feet) COMP
 MD0555  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 MD0555
 MD0555  VERT ORDER      -  SECOND    CLASS 0
 MD0555
 MD0555.The horizontal coordinates were established by autonomous hand held GPS
 MD0555.observations and have an estimated accuracy of +/- 10 meters.
 MD0555
 MD0555.The orthometric height was determined by differential leveling and
 MD0555.adjusted by the NATIONAL GEODETIC SURVEY
 MD0555.in June 1991.
 MD0555
 MD0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0555.GEOID18 height accuracy estimate available here.
 MD0555
 MD0555.Click photographs - Photos may exist for this station.
 MD0555
 MD0555.The dynamic height is computed by dividing the NAVD 88
 MD0555.geopotential number by the normal gravity value computed on the
 MD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0555.degrees latitude (g = 980.6199 gals.).
 MD0555
 MD0555.The modeled gravity was interpolated from observed gravity values.
 MD0555
 MD0555;                    North         East    Units  Estimated Accuracy
 MD0555;SPC IN E     -   639,461.      158,616.      MT  (+/- 10 meters HH2 GPS)
 MD0555
 MD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7072441411(NAD 83)
 MD0555
 MD0555                          SUPERSEDED SURVEY CONTROL
 MD0555
 MD0555  NGVD 29 (??/??/92)  244.754  (m)          803.00   (f) ADJ UNCH    2 0
 MD0555
 MD0555.Superseded values are not recommended for survey control.
 MD0555
 MD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0555.See file dsdata.pdf to determine how the superseded data were derived.
 MD0555
 MD0555_MARKER: DB = BENCH MARK DISK
 MD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0555_STAMPING: N 221 1947
 MD0555_MARK LOGO: CGS
 MD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0555+STABILITY: SURFACE MOTION
 MD0555
 MD0555  HISTORY     - Date     Condition        Report By
 MD0555  HISTORY     - 1947     MONUMENTED       CGS
 MD0555  HISTORY     - 1968     GOOD             INHD
 MD0555
 MD0555                          STATION DESCRIPTION
 MD0555
 MD0555'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0555'0.4 MI S FROM MAPLES.
 MD0555'ABOUT 0.45 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE CROSSING
 MD0555'OF THE PENN. R.R. AT MAPLES, AT THE JUNCTION OF A ROAD LEADING
 MD0555'WEST, 58 FT. WEST OF THE CENTERLINE OF THE ROAD, 18 FT. NORTH OF
 MD0555'THE ROAD WEST, 6.5 FT. WEST OF A PWP. 1743, 23 FT. WEST OF THE
 MD0555'FENCE CORNER, 1 FT. SOUTH OF THE FENCE LINE, 2 FT. WEST OF A
 MD0555'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 MD0555'OF A CONC. POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0558 ***********************************************************************
 MD0558  DESIGNATION -  N 222
 MD0558  PID         -  MD0558
 MD0558  STATE/COUNTY-  IN/ALLEN
 MD0558  COUNTRY     -  US
 MD0558  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0558
 MD0558                         *CURRENT SURVEY CONTROL
 MD0558  ______________________________________________________________________
 MD0558* NAD 83(1986) POSITION- 41 00 29.     (N) 084 51 48.     (W)   SCALED
 MD0558* NAVD 88 ORTHO HEIGHT -   236.045 (meters)      774.42  (feet) ADJUSTED
 MD0558  ______________________________________________________________________
 MD0558  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 MD0558  DYNAMIC HEIGHT  -        235.947 (meters)      774.10  (feet) COMP
 MD0558  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 MD0558
 MD0558  VERT ORDER      -  SECOND    CLASS 0
 MD0558
 MD0558.The horizontal coordinates were scaled from a map and have
 MD0558.an estimated accuracy of +/- 6 seconds.
 MD0558
 MD0558.The orthometric height was determined by differential leveling and
 MD0558.adjusted by the NATIONAL GEODETIC SURVEY
 MD0558.in June 1991.
 MD0558
 MD0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0558.GEOID18 height accuracy estimate available here.
 MD0558
 MD0558.Click photographs - Photos may exist for this station.
 MD0558
 MD0558.The dynamic height is computed by dividing the NAVD 88
 MD0558.geopotential number by the normal gravity value computed on the
 MD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0558.degrees latitude (g = 980.6199 gals.).
 MD0558
 MD0558.The modeled gravity was interpolated from observed gravity values.
 MD0558
 MD0558;                    North         East    Units  Estimated Accuracy
 MD0558;SPC IN E     -   639,760.      167,580.      MT  (+/- 180 meters Scaled)
 MD0558
 MD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL796418(NAD 83)
 MD0558
 MD0558                          SUPERSEDED SURVEY CONTROL
 MD0558
 MD0558  NGVD 29 (??/??/92)  236.202  (m)          774.94   (f) ADJ UNCH    2 0
 MD0558
 MD0558.Superseded values are not recommended for survey control.
 MD0558
 MD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0558.See file dsdata.pdf to determine how the superseded data were derived.
 MD0558
 MD0558_MARKER: DB = BENCH MARK DISK
 MD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0558_STAMPING: N 222 1947
 MD0558_MARK LOGO: CGS
 MD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0558+STABILITY: SURFACE MOTION
 MD0558
 MD0558  HISTORY     - Date     Condition        Report By
 MD0558  HISTORY     - 1947     MONUMENTED       CGS
 MD0558  HISTORY     - 1962     GOOD             CGS
 MD0558
 MD0558                          STATION DESCRIPTION
 MD0558
 MD0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0558'0.7 MI S FROM TOWNLEY.
 MD0558'ABOUT 0.7 MILE S ALONG NO. 101 INDIANA HWY. FROM ITS OBLIQUE
 MD0558'CROSSING WITH NO. 30 U.S. HIGHWAY AT TOWNLEY, ABOUT 3-1/2 MILES
 MD0558'E OF B 223 BENCH MARK, 90 FEET S OF PROJECTED CENTER LINE OF MAPLES
 MD0558'ROAD FROM THE W, 38 FEET E OF CENTER LINE OF HWY., 1.5 FEET LOWER
 MD0558'THAN SAME, 2 FEET S OF CONCRETE HIGHWAY R/W MARKER, AND PROJECTING
 MD0558'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0847 ***********************************************************************
 LA0847  DESIGNATION -  N 224
 LA0847  PID         -  LA0847
 LA0847  STATE/COUNTY-  IN/ADAMS
 LA0847  COUNTRY     -  US
 LA0847  USGS QUAD   -  LINN GROVE (2019)
 LA0847
 LA0847                         *CURRENT SURVEY CONTROL
 LA0847  ______________________________________________________________________
 LA0847* NAD 83(1986) POSITION- 40 44 37.     (N) 085 01 58.     (W)   SCALED
 LA0847* NAVD 88 ORTHO HEIGHT -   258.524 (meters)      848.17  (feet) ADJUSTED
 LA0847  ______________________________________________________________________
 LA0847  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 LA0847  DYNAMIC HEIGHT  -        258.404 (meters)      847.78  (feet) COMP
 LA0847  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 LA0847
 LA0847  VERT ORDER      -  SECOND    CLASS 0
 LA0847
 LA0847.The horizontal coordinates were scaled from a map and have
 LA0847.an estimated accuracy of +/- 6 seconds.
 LA0847
 LA0847.The orthometric height was determined by differential leveling and
 LA0847.adjusted by the NATIONAL GEODETIC SURVEY
 LA0847.in June 1991.
 LA0847
 LA0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0847.GEOID18 height accuracy estimate available here.
 LA0847
 LA0847.Click photographs - Photos may exist for this station.
 LA0847
 LA0847.The dynamic height is computed by dividing the NAVD 88
 LA0847.geopotential number by the normal gravity value computed on the
 LA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0847.degrees latitude (g = 980.6199 gals.).
 LA0847
 LA0847.The modeled gravity was interpolated from observed gravity values.
 LA0847
 LA0847;                    North         East    Units  Estimated Accuracy
 LA0847;SPC IN E     -   610,280.      153,540.      MT  (+/- 180 meters Scaled)
 LA0847
 LA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL660121(NAD 83)
 LA0847
 LA0847                          SUPERSEDED SURVEY CONTROL
 LA0847
 LA0847  NGVD 29 (??/??/92)  258.670  (m)          848.65   (f) ADJ UNCH    2 0
 LA0847
 LA0847.Superseded values are not recommended for survey control.
 LA0847
 LA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0847.See file dsdata.pdf to determine how the superseded data were derived.
 LA0847
 LA0847_MARKER: DB = BENCH MARK DISK
 LA0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0847_STAMPING: N 224 1947
 LA0847_MARK LOGO: CGS
 LA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0847+STABILITY: SURFACE MOTION
 LA0847
 LA0847  HISTORY     - Date     Condition        Report By
 LA0847  HISTORY     - 1947     MONUMENTED       CGS
 LA0847
 LA0847                          STATION DESCRIPTION
 LA0847
 LA0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0847'7.4 MI E FROM BLUFFTON.
 LA0847'ABOUT 7.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS JUNCTION
 LA0847'WITH STATE HIGHWAY 1 AT BLUFFTON, ABOUT 4.2 MILES WEST OF THE
 LA0847'INTERSECTION OF U.S. HIGHWAY 27 AT COPPESS CORNER, AT A JOGGED
 LA0847'CROSS ROAD, 69 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58
 LA0847'FEET WEST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, 27 FEET
 LA0847'EAST OF THE CENTER LINE OF THE ROAD NORTH, 14 FEET NORTHEAST OF
 LA0847'THE EAST END OF A 12-INCH PIPE CULVERT UNDER THE ROAD NORTH, 9.5
 LA0847'FEET SOUTHEAST OF A FENCE CORNER, 53 FEET NORTHWEST OF A FENCE
 LA0847'CORNER, 1 FOOT SOUTHWEST OF THE FENCE LINE, 2 FEET NORTHWEST OF
 LA0847'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0847'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0566 ***********************************************************************
 LA0566  DESIGNATION -  N 225
 LA0566  PID         -  LA0566
 LA0566  STATE/COUNTY-  IN/ADAMS
 LA0566  COUNTRY     -  US
 LA0566  USGS QUAD   -  BERNE (2019)
 LA0566
 LA0566                         *CURRENT SURVEY CONTROL
 LA0566  ______________________________________________________________________
 LA0566* NAD 83(1986) POSITION- 40 39 25.     (N) 084 58 30.     (W)   SCALED
 LA0566* NAVD 88 ORTHO HEIGHT -   263.457 (meters)      864.36  (feet) ADJUSTED
 LA0566  ______________________________________________________________________
 LA0566  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 LA0566  DYNAMIC HEIGHT  -        263.333 (meters)      863.95  (feet) COMP
 LA0566  MODELED GRAVITY -    980,146.7   (mgal)                       NAVD 88
 LA0566
 LA0566  VERT ORDER      -  SECOND    CLASS 0
 LA0566
 LA0566.The horizontal coordinates were scaled from a map and have
 LA0566.an estimated accuracy of +/- 6 seconds.
 LA0566
 LA0566.The orthometric height was determined by differential leveling and
 LA0566.adjusted by the NATIONAL GEODETIC SURVEY
 LA0566.in June 1991.
 LA0566
 LA0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0566.GEOID18 height accuracy estimate available here.
 LA0566
 LA0566.Click photographs - Photos may exist for this station.
 LA0566
 LA0566.The dynamic height is computed by dividing the NAVD 88
 LA0566.geopotential number by the normal gravity value computed on the
 LA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0566.degrees latitude (g = 980.6199 gals.).
 LA0566
 LA0566.The modeled gravity was interpolated from observed gravity values.
 LA0566
 LA0566;                    North         East    Units  Estimated Accuracy
 LA0566;SPC IN E     -   600,690.      158,490.      MT  (+/- 180 meters Scaled)
 LA0566
 LA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL711026(NAD 83)
 LA0566
 LA0566                          SUPERSEDED SURVEY CONTROL
 LA0566
 LA0566  NGVD 29 (??/??/92)  263.606  (m)          864.85   (f) ADJ UNCH    2 0
 LA0566
 LA0566.Superseded values are not recommended for survey control.
 LA0566
 LA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0566.See file dsdata.pdf to determine how the superseded data were derived.
 LA0566
 LA0566_MARKER: DB = BENCH MARK DISK
 LA0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0566_STAMPING: N 225 1947
 LA0566_MARK LOGO: CGS
 LA0566_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0566+STABILITY: SURFACE MOTION
 LA0566
 LA0566  HISTORY     - Date     Condition        Report By
 LA0566  HISTORY     - 1947     MONUMENTED       CGS
 LA0566  HISTORY     - 1983     MARK NOT FOUND   NGS
 LA0566
 LA0566                          STATION DESCRIPTION
 LA0566
 LA0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0566'1 MI W FROM BERNE.
 LA0566'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 118 FROM THE INTERSECTION
 LA0566'OF U.S. HIGHWAY 27 AT BERNE, AT THE JUNCTION OF A ROAD LEADING
 LA0566'NORTH, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44
 LA0566'FEET WEST OF THE PROLONGED CENTER LINE OF THE ROAD LEADING NORTH,
 LA0566'10 FEET EAST OF POWER POLE NO. 34103 AND IN LINE WITH THE ROW
 LA0566'OF POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 LA0566'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0566'PROJECTING 4 INCHES.
 LA0566
 LA0566                          STATION RECOVERY (1983)
 LA0566
 LA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0824 ***********************************************************************
 LA0824  DESIGNATION -  N 227
 LA0824  PID         -  LA0824
 LA0824  STATE/COUNTY-  IN/JAY
 LA0824  COUNTRY     -  US
 LA0824  USGS QUAD   -  PETROLEUM (2019)
 LA0824
 LA0824                         *CURRENT SURVEY CONTROL
 LA0824  ______________________________________________________________________
 LA0824* NAD 83(1986) POSITION- 40 33 09.     (N) 085 08 29.     (W)   SCALED
 LA0824* NAVD 88 ORTHO HEIGHT -   274.452 (meters)      900.43  (feet) ADJUSTED
 LA0824  ______________________________________________________________________
 LA0824  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 LA0824  DYNAMIC HEIGHT  -        274.316 (meters)      899.99  (feet) COMP
 LA0824  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LA0824
 LA0824  VERT ORDER      -  SECOND    CLASS 0
 LA0824
 LA0824.The horizontal coordinates were scaled from a map and have
 LA0824.an estimated accuracy of +/- 6 seconds.
 LA0824
 LA0824.The orthometric height was determined by differential leveling and
 LA0824.adjusted by the NATIONAL GEODETIC SURVEY
 LA0824.in June 1991.
 LA0824
 LA0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0824.GEOID18 height accuracy estimate available here.
 LA0824
 LA0824.Click photographs - Photos may exist for this station.
 LA0824
 LA0824.The dynamic height is computed by dividing the NAVD 88
 LA0824.geopotential number by the normal gravity value computed on the
 LA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0824.degrees latitude (g = 980.6199 gals.).
 LA0824
 LA0824.The modeled gravity was interpolated from observed gravity values.
 LA0824
 LA0824;                    North         East    Units  Estimated Accuracy
 LA0824;SPC IN E     -   589,000.      144,490.      MT  (+/- 180 meters Scaled)
 LA0824
 LA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK573907(NAD 83)
 LA0824
 LA0824                          SUPERSEDED SURVEY CONTROL
 LA0824
 LA0824  NGVD 29 (??/??/92)  274.588  (m)          900.88   (f) ADJ UNCH    2 0
 LA0824
 LA0824.Superseded values are not recommended for survey control.
 LA0824
 LA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0824.See file dsdata.pdf to determine how the superseded data were derived.
 LA0824
 LA0824_MARKER: DB = BENCH MARK DISK
 LA0824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0824_SP_SET: CULVERT HEADWALL
 LA0824_STAMPING: N 227 1947
 LA0824_MARK LOGO: CGS
 LA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0824+STABILITY: SURFACE MOTION
 LA0824
 LA0824  HISTORY     - Date     Condition        Report By
 LA0824  HISTORY     - 1947     MONUMENTED       CGS
 LA0824
 LA0824                          STATION DESCRIPTION
 LA0824
 LA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0824'0.4 MI E FROM FIAT.
 LA0824'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 18 FROM ITS INTERSECTION
 LA0824'WITH STATE HIGHWAY 1 AT FIAT, ABOUT 0.8 MILE WEST OF A CROSS
 LA0824'ROAD, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 LA0824'OF A 16-INCH PIPE CULVERT NO. 20, 21 FEET SOUTH OF THE CENTER
 LA0824'LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1168 ***********************************************************************
 JZ1168  DESIGNATION -  N 228
 JZ1168  PID         -  JZ1168
 JZ1168  STATE/COUNTY-  IN/WAYNE
 JZ1168  COUNTRY     -  US
 JZ1168  USGS QUAD   -  WHITEWATER (2019)
 JZ1168
 JZ1168                         *CURRENT SURVEY CONTROL
 JZ1168  ______________________________________________________________________
 JZ1168* NAD 83(1986) POSITION- 39 59 26.1    (N) 084 49 47.6    (W)   HD_HELD2
 JZ1168* NAVD 88 ORTHO HEIGHT -   369.123 (meters)     1211.03  (feet) ADJUSTED
 JZ1168  ______________________________________________________________________
 JZ1168  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 JZ1168  DYNAMIC HEIGHT  -        368.912 (meters)     1210.34  (feet) COMP
 JZ1168  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 JZ1168
 JZ1168  VERT ORDER      -  SECOND    CLASS 0
 JZ1168
 JZ1168.The horizontal coordinates were established by autonomous hand held GPS
 JZ1168.observations and have an estimated accuracy of +/- 10 meters.
 JZ1168
 JZ1168.The orthometric height was determined by differential leveling and
 JZ1168.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1168.in June 1991.
 JZ1168
 JZ1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1168.GEOID18 height accuracy estimate available here.
 JZ1168
 JZ1168.Click photographs - Photos may exist for this station.
 JZ1168
 JZ1168.The dynamic height is computed by dividing the NAVD 88
 JZ1168.geopotential number by the normal gravity value computed on the
 JZ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1168.degrees latitude (g = 980.6199 gals.).
 JZ1168
 JZ1168.The modeled gravity was interpolated from observed gravity values.
 JZ1168
 JZ1168;                    North         East    Units  Estimated Accuracy
 JZ1168;SPC IN E     -   526,807.      171,464.      MT  (+/- 10 meters HH2 GPS)
 JZ1168
 JZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8527328967(NAD 83)
 JZ1168
 JZ1168                          SUPERSEDED SURVEY CONTROL
 JZ1168
 JZ1168  NGVD 29 (??/??/92)  369.259  (m)         1211.48   (f) ADJ UNCH    2 0
 JZ1168
 JZ1168.Superseded values are not recommended for survey control.
 JZ1168
 JZ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1168.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1168
 JZ1168_MARKER: DB = BENCH MARK DISK
 JZ1168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1168_SP_SET: CULVERT HEADWALL
 JZ1168_STAMPING: N 228 1947
 JZ1168_MARK LOGO: CGS
 JZ1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1168+STABILITY: SURFACE MOTION
 JZ1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1168+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 JZ1168
 JZ1168  HISTORY     - Date     Condition        Report By
 JZ1168  HISTORY     - 1947     MONUMENTED       CGS
 JZ1168  HISTORY     - 20030522 GOOD             GEOCAC
 JZ1168
 JZ1168                          STATION DESCRIPTION
 JZ1168
 JZ1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1168'0.2 MI N FROM BETHEL.
 JZ1168'0.25 MILE NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1168'BETHEL, ABOUT 1.05 MILE SOUTH OF THE RANDOLPH-WAYNE COUNTY LINE,
 JZ1168'20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE
 JZ1168'TOP OF THE SOUTH END OF THE 10-FOOT CONCRETE HEAD WALL OF A
 JZ1168'12-INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1168
 JZ1168                          STATION RECOVERY (2003)
 JZ1168
 JZ1168'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1148 ***********************************************************************
 JZ1148  DESIGNATION -  N 229
 JZ1148  PID         -  JZ1148
 JZ1148  STATE/COUNTY-  IN/WAYNE
 JZ1148  COUNTRY     -  US
 JZ1148  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1148
 JZ1148                         *CURRENT SURVEY CONTROL
 JZ1148  ______________________________________________________________________
 JZ1148* NAD 83(1986) POSITION- 39 58 20.     (N) 084 59 49.     (W)   SCALED
 JZ1148* NAVD 88 ORTHO HEIGHT -   330.982 (meters)     1085.90  (feet) ADJUSTED
 JZ1148  ______________________________________________________________________
 JZ1148  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 JZ1148  DYNAMIC HEIGHT  -        330.795 (meters)     1085.28  (feet) COMP
 JZ1148  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 JZ1148
 JZ1148  VERT ORDER      -  SECOND    CLASS 0
 JZ1148
 JZ1148.The horizontal coordinates were scaled from a map and have
 JZ1148.an estimated accuracy of +/- 6 seconds.
 JZ1148
 JZ1148.The orthometric height was determined by differential leveling and
 JZ1148.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1148.in June 1991.
 JZ1148
 JZ1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1148.GEOID18 height accuracy estimate available here.
 JZ1148
 JZ1148.Click photographs - Photos may exist for this station.
 JZ1148
 JZ1148.The dynamic height is computed by dividing the NAVD 88
 JZ1148.geopotential number by the normal gravity value computed on the
 JZ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1148.degrees latitude (g = 980.6199 gals.).
 JZ1148
 JZ1148.The modeled gravity was interpolated from observed gravity values.
 JZ1148
 JZ1148;                    North         East    Units  Estimated Accuracy
 JZ1148;SPC IN E     -   524,650.      157,210.      MT  (+/- 180 meters Scaled)
 JZ1148
 JZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK710265(NAD 83)
 JZ1148
 JZ1148                          SUPERSEDED SURVEY CONTROL
 JZ1148
 JZ1148  NGVD 29 (??/??/92)  331.121  (m)         1086.35   (f) ADJ UNCH    2 0
 JZ1148
 JZ1148.Superseded values are not recommended for survey control.
 JZ1148
 JZ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1148.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1148
 JZ1148_MARKER: DB = BENCH MARK DISK
 JZ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1148_STAMPING: N 229 1947
 JZ1148_MARK LOGO: CGS
 JZ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1148+STABILITY: SURFACE MOTION
 JZ1148
 JZ1148  HISTORY     - Date     Condition        Report By
 JZ1148  HISTORY     - 1947     MONUMENTED       CGS
 JZ1148
 JZ1148                          STATION DESCRIPTION
 JZ1148
 JZ1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1148'1.5 MI N FROM WILLIAMSBURG.
 JZ1148'1.5 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1148'WILLIAMSBURG, ABOUT 1.4 MILES NORTH OF THE SCHOOL, ABOUT 0.25
 JZ1148'MILE NORTH OF A CROSS ROAD, 180 FEET NORTH OF THE NORTHWEST CORNER
 JZ1148'OF A SMALL STEEL BRIDGE, 71 FEET NORTH OF A PIPE LINE MARKER IN
 JZ1148'THE FENCE LINE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 23
 JZ1148'FEET SOUTH OF AN 18-INCH OAK TREE USED AS A FENCE CORNER AND GATE
 JZ1148'POST, 1.2 FEET EAST OF THE WIRE FENCE, 2 FEET SOUTH OF A WHITE
 JZ1148'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1148'TOP OF A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0124 ***********************************************************************
 ME0124  DESIGNATION -  N 23
 ME0124  PID         -  ME0124
 ME0124  STATE/COUNTY-  IN/ST JOSEPH
 ME0124  COUNTRY     -  US
 ME0124  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0124
 ME0124                         *CURRENT SURVEY CONTROL
 ME0124  ______________________________________________________________________
 ME0124* NAD 83(1986) POSITION- 41 34 53.     (N) 086 23 17.     (W)   SCALED
 ME0124* NAVD 88 ORTHO HEIGHT -   225.621 (meters)      740.22  (feet) ADJUSTED
 ME0124  ______________________________________________________________________
 ME0124  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0124  DYNAMIC HEIGHT  -        225.532 (meters)      739.93  (feet) COMP
 ME0124  MODELED GRAVITY -    980,222.1   (mgal)                       NAVD 88
 ME0124
 ME0124  VERT ORDER      -  SECOND    CLASS 0
 ME0124
 ME0124.The horizontal coordinates were scaled from a map and have
 ME0124.an estimated accuracy of +/- 6 seconds.
 ME0124
 ME0124.The orthometric height was determined by differential leveling and
 ME0124.adjusted by the NATIONAL GEODETIC SURVEY
 ME0124.in June 1991.
 ME0124
 ME0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0124.GEOID18 height accuracy estimate available here.
 ME0124
 ME0124.Click photographs - Photos may exist for this station.
 ME0124
 ME0124.The dynamic height is computed by dividing the NAVD 88
 ME0124.geopotential number by the normal gravity value computed on the
 ME0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0124.degrees latitude (g = 980.6199 gals.).
 ME0124
 ME0124.The modeled gravity was interpolated from observed gravity values.
 ME0124
 ME0124;                    North         East    Units  Estimated Accuracy
 ME0124;SPC IN E     -   703,380.       39,840.      MT  (+/- 180 meters Scaled)
 ME0124
 ME0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM510034(NAD 83)
 ME0124
 ME0124                          SUPERSEDED SURVEY CONTROL
 ME0124
 ME0124  NGVD 29 (??/??/92)  225.732  (m)          740.59   (f) ADJ UNCH    2 0
 ME0124
 ME0124.Superseded values are not recommended for survey control.
 ME0124
 ME0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0124.See file dsdata.pdf to determine how the superseded data were derived.
 ME0124
 ME0124_MARKER: DB = BENCH MARK DISK
 ME0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0124_STAMPING: N 23 1934
 ME0124_MARK LOGO: CGS
 ME0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0124+STABILITY: SURFACE MOTION
 ME0124
 ME0124  HISTORY     - Date     Condition        Report By
 ME0124  HISTORY     - 1934     MONUMENTED       CGS
 ME0124  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0124
 ME0124                          STATION DESCRIPTION
 ME0124
 ME0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0124'9.8 MI SW FROM SOUTH BEND.
 ME0124'9.8 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0124'STATION AT SOUTH BEND, ST. JOSEPH COUNTY, 12 RAILS SOUTHWEST
 ME0124'OF THE FLAG STOP AT GINGER HILL, ABOUT 300 YARDS SOUTH OF THE
 ME0124'HOME AND FARMHOUSES OF R.W. FOSLER (IN 1934), IN THE EAST ANGLE
 ME0124'OF A GRAVEL-ROAD CROSSING, 42 FEET SOUTHEAST OF THE SOUTHEAST
 ME0124'RAIL, 39 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 ME0124'AND 3 FEET NORTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 ME0124'N 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0124'INCHES ABOVE GROUND.
 ME0124
 ME0124                          STATION RECOVERY (1974)
 ME0124
 ME0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1156 ***********************************************************************
 JZ1156  DESIGNATION -  N 230
 JZ1156  PID         -  JZ1156
 JZ1156  STATE/COUNTY-  IN/WAYNE
 JZ1156  COUNTRY     -  US
 JZ1156  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1156
 JZ1156                         *CURRENT SURVEY CONTROL
 JZ1156  ______________________________________________________________________
 JZ1156* NAD 83(1986) POSITION- 39 57 15.8    (N) 084 58 35.7    (W)   HD_HELD2
 JZ1156* NAVD 88 ORTHO HEIGHT -   338.747 (meters)     1111.37  (feet) ADJUSTED
 JZ1156  ______________________________________________________________________
 JZ1156  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 JZ1156  DYNAMIC HEIGHT  -        338.555 (meters)     1110.74  (feet) COMP
 JZ1156  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 JZ1156
 JZ1156  VERT ORDER      -  SECOND    CLASS 0
 JZ1156
 JZ1156.The horizontal coordinates were established by autonomous hand held GPS
 JZ1156.observations and have an estimated accuracy of +/- 10 meters.
 JZ1156
 JZ1156.The orthometric height was determined by differential leveling and
 JZ1156.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1156.in June 1991.
 JZ1156
 JZ1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1156.GEOID18 height accuracy estimate available here.
 JZ1156
 JZ1156.Click photographs - Photos may exist for this station.
 JZ1156
 JZ1156.The dynamic height is computed by dividing the NAVD 88
 JZ1156.geopotential number by the normal gravity value computed on the
 JZ1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1156.degrees latitude (g = 980.6199 gals.).
 JZ1156
 JZ1156.The modeled gravity was interpolated from observed gravity values.
 JZ1156
 JZ1156;                    North         East    Units  Estimated Accuracy
 JZ1156;SPC IN E     -   522,681.      158,966.      MT  (+/- 10 meters HH2 GPS)
 JZ1156
 JZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7283924655(NAD 83)
 JZ1156
 JZ1156                          SUPERSEDED SURVEY CONTROL
 JZ1156
 JZ1156  NGVD 29 (??/??/92)  338.886  (m)         1111.83   (f) ADJ UNCH    2 0
 JZ1156
 JZ1156.Superseded values are not recommended for survey control.
 JZ1156
 JZ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1156.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1156
 JZ1156_MARKER: DB = BENCH MARK DISK
 JZ1156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1156_SP_SET: CULVERT HEADWALL
 JZ1156_STAMPING: N 230 1947
 JZ1156_MARK LOGO: CGS
 JZ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1156+STABILITY: SURFACE MOTION
 JZ1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1156+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1156
 JZ1156  HISTORY     - Date     Condition        Report By
 JZ1156  HISTORY     - 1947     MONUMENTED       CGS
 JZ1156  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1156
 JZ1156                          STATION DESCRIPTION
 JZ1156
 JZ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1156'1.2 MI NE FROM WILLIAMSBURG.
 JZ1156'0.15 MILE NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ1156'WILLIAMSBURG, THENCE ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD
 JZ1156'LEADING TO FOUNTAIN CITY, IN THE TOP OF THE WEST END OF THE NORTH
 JZ1156'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, 17 FEET NORTH OF THE
 JZ1156'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 JZ1156
 JZ1156                          STATION RECOVERY (2003)
 JZ1156
 JZ1156'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1064 ***********************************************************************
 LA1064  DESIGNATION -  N 231
 LA1064  PID         -  LA1064
 LA1064  STATE/COUNTY-  IN/JAY
 LA1064  COUNTRY     -  US
 LA1064  USGS QUAD   -  RIDGEVILLE (2019)
 LA1064
 LA1064                         *CURRENT SURVEY CONTROL
 LA1064  ______________________________________________________________________
 LA1064* NAD 83(1986) POSITION- 40 19 21.     (N) 085 04 29.     (W)   SCALED
 LA1064* NAVD 88 ORTHO HEIGHT -   299.701 (meters)      983.27  (feet) ADJUSTED
 LA1064  ______________________________________________________________________
 LA1064  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 LA1064  DYNAMIC HEIGHT  -        299.547 (meters)      982.76  (feet) COMP
 LA1064  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 LA1064
 LA1064  VERT ORDER      -  SECOND    CLASS 0
 LA1064
 LA1064.The horizontal coordinates were scaled from a map and have
 LA1064.an estimated accuracy of +/- 6 seconds.
 LA1064
 LA1064.The orthometric height was determined by differential leveling and
 LA1064.adjusted by the NATIONAL GEODETIC SURVEY
 LA1064.in June 1991.
 LA1064
 LA1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1064.GEOID18 height accuracy estimate available here.
 LA1064
 LA1064.Click photographs - Photos may exist for this station.
 LA1064
 LA1064.The dynamic height is computed by dividing the NAVD 88
 LA1064.geopotential number by the normal gravity value computed on the
 LA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1064.degrees latitude (g = 980.6199 gals.).
 LA1064
 LA1064.The modeled gravity was interpolated from observed gravity values.
 LA1064
 LA1064;                    North         East    Units  Estimated Accuracy
 LA1064;SPC IN E     -   563,490.      150,310.      MT  (+/- 180 meters Scaled)
 LA1064
 LA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK635653(NAD 83)
 LA1064
 LA1064                          SUPERSEDED SURVEY CONTROL
 LA1064
 LA1064  NGVD 29 (??/??/92)  299.845  (m)          983.74   (f) ADJ UNCH    2 0
 LA1064
 LA1064.Superseded values are not recommended for survey control.
 LA1064
 LA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1064.See file dsdata.pdf to determine how the superseded data were derived.
 LA1064
 LA1064_MARKER: DB = BENCH MARK DISK
 LA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1064_STAMPING: N 231 1947
 LA1064_MARK LOGO: CGS
 LA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1064+STABILITY: SURFACE MOTION
 LA1064
 LA1064  HISTORY     - Date     Condition        Report By
 LA1064  HISTORY     - 1947     MONUMENTED       CGS
 LA1064
 LA1064                          STATION DESCRIPTION
 LA1064
 LA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1064'1 MI E FROM POWERS.
 LA1064'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 LA1064'POWERS, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 56 FEET
 LA1064'WEST OF THE CENTER LINE OF THE ROAD NORTH, 20 FEET NORTH OF THE
 LA1064'CENTER LINE OF THE EAST-WEST ROAD, 68 FEET NORTHWEST AND ACROSS
 LA1064'THE EAST-WEST ROAD FROM A T FENCE CORNER IN THE SOUTH RIGHT-OF-WAY
 LA1064'FENCE, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 2 FEET
 LA1064'EAST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT BELOW THE JUNCTION
 LA1064'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0403 ***********************************************************************
 LA0403  DESIGNATION -  N 232
 LA0403  PID         -  LA0403
 LA0403  STATE/COUNTY-  IN/RANDOLPH
 LA0403  COUNTRY     -  US
 LA0403  USGS QUAD   -  DEERFIELD (2019)
 LA0403
 LA0403                         *CURRENT SURVEY CONTROL
 LA0403  ______________________________________________________________________
 LA0403* NAD 83(1986) POSITION- 40 15 04.     (N) 084 58 35.     (W)   SCALED
 LA0403* NAVD 88 ORTHO HEIGHT -   315.186 (meters)     1034.07  (feet) ADJUSTED
 LA0403  ______________________________________________________________________
 LA0403  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 LA0403  DYNAMIC HEIGHT  -        315.022 (meters)     1033.53  (feet) COMP
 LA0403  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 LA0403
 LA0403  VERT ORDER      -  SECOND    CLASS 0
 LA0403
 LA0403.The horizontal coordinates were scaled from a map and have
 LA0403.an estimated accuracy of +/- 6 seconds.
 LA0403
 LA0403.The orthometric height was determined by differential leveling and
 LA0403.adjusted by the NATIONAL GEODETIC SURVEY
 LA0403.in June 1991.
 LA0403
 LA0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0403.GEOID18 height accuracy estimate available here.
 LA0403
 LA0403.Click photographs - Photos may exist for this station.
 LA0403
 LA0403.The dynamic height is computed by dividing the NAVD 88
 LA0403.geopotential number by the normal gravity value computed on the
 LA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0403.degrees latitude (g = 980.6199 gals.).
 LA0403
 LA0403.The modeled gravity was interpolated from observed gravity values.
 LA0403
 LA0403;                    North         East    Units  Estimated Accuracy
 LA0403;SPC IN E     -   555,630.      158,730.      MT  (+/- 180 meters Scaled)
 LA0403
 LA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721575(NAD 83)
 LA0403
 LA0403                          SUPERSEDED SURVEY CONTROL
 LA0403
 LA0403  NGVD 29 (??/??/92)  315.332  (m)         1034.55   (f) ADJ UNCH    2 0
 LA0403
 LA0403.Superseded values are not recommended for survey control.
 LA0403
 LA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0403.See file dsdata.pdf to determine how the superseded data were derived.
 LA0403
 LA0403_MARKER: DB = BENCH MARK DISK
 LA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0403_STAMPING: N 232 1947
 LA0403_MARK LOGO: CGS
 LA0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0403+STABILITY: SURFACE MOTION
 LA0403
 LA0403  HISTORY     - Date     Condition        Report By
 LA0403  HISTORY     - 1947     MONUMENTED       CGS
 LA0403  HISTORY     - 20091029 MARK NOT FOUND   INDOT
 LA0403
 LA0403                          STATION DESCRIPTION
 LA0403
 LA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0403'2 MI S FROM DEERFIELD.
 LA0403'ABOUT 1.95 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0403'WITH STATE HIGHWAY 28 AT DEERFIELD, ABOUT 0.95 MILE SOUTH OF THE
 LA0403'INTERSECTION OF THE PENNSYLVANIA RAILROAD, AT AN EAST-WEST GRAVEL
 LA0403'CROSS ROAD, 240 FEET NORTHWEST AND ACROSS THE EAST-WEST ROAD FROM
 LA0403'THE NORTHWEST CORNER OF A 2-STORY FARM HOUSE, 28 FEET WEST OF THE
 LA0403'CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE
 LA0403'GRAVEL ROAD, 4 FEET SOUTH OF A POWER BRACE POLE AND IN LINE WITH
 LA0403'THE ROW OF POLES LEADING SOUTH, 2 FEET NORTH OF A WHITE WOODEN
 LA0403'WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE
 LA0403'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0403
 LA0403                          STATION RECOVERY (2009)
 LA0403
 LA0403'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0403'MARK PROBABLY DESTROYED DURING US.27 CONSTRUCTION PROJECT. REPLACED
 LA0403'WITH N 232 RESET 1965 AT NW QUAD US.27/CR600N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0404 ***********************************************************************
 LA0404  DESIGNATION -  N 232 RESET
 LA0404  PID         -  LA0404
 LA0404  STATE/COUNTY-  IN/RANDOLPH
 LA0404  COUNTRY     -  US
 LA0404  USGS QUAD   -  DEERFIELD (2019)
 LA0404
 LA0404                         *CURRENT SURVEY CONTROL
 LA0404  ______________________________________________________________________
 LA0404* NAD 83(1986) POSITION- 40 15 04.     (N) 084 58 35.     (W)   SCALED
 LA0404* NAVD 88 ORTHO HEIGHT -   314.78  (meters)     1032.7   (feet) RESET
 LA0404  ______________________________________________________________________
 LA0404  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 LA0404  VERT ORDER      -  THIRD
 LA0404
 LA0404.The horizontal coordinates were scaled from a map and have
 LA0404.an estimated accuracy of +/- 6 seconds.
 LA0404
 LA0404.The orthometric height was computed from unverified reset data.
 LA0404
 LA0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0404.GEOID18 height accuracy estimate available here.
 LA0404
 LA0404.Click photographs - Photos may exist for this station.
 LA0404
 LA0404;                    North         East    Units  Estimated Accuracy
 LA0404;SPC IN E     -   555,630.      158,730.      MT  (+/- 180 meters Scaled)
 LA0404
 LA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721575(NAD 83)
 LA0404
 LA0404                          SUPERSEDED SURVEY CONTROL
 LA0404
 LA0404  NGVD 29 (??/??/??)  314.93   (m)         1033.2    (f) RESET       3  
 LA0404
 LA0404.Superseded values are not recommended for survey control.
 LA0404
 LA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0404.See file dsdata.pdf to determine how the superseded data were derived.
 LA0404
 LA0404_MARKER: DB = BENCH MARK DISK
 LA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0404_STAMPING: N 232 RESET 1965
 LA0404_MARK LOGO: CGS
 LA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0404+STABILITY: SURFACE MOTION
 LA0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0404+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 LA0404
 LA0404  HISTORY     - Date     Condition        Report By
 LA0404  HISTORY     - 1965     MONUMENTED       INHD
 LA0404  HISTORY     - 20091029 GOOD             INDOT
 LA0404
 LA0404                          STATION DESCRIPTION
 LA0404
 LA0404'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0404'2 MI S FROM DEERFIELD.
 LA0404'THE NEW BENCH MARK IS 42 FEET NORTH AND 35.5 FEET WEST OF THE
 LA0404'OLD BENCH MARK, 64 FEET WEST OF CENTER OF THE NEW ROAD AND 67
 LA0404'FEET NORTH OF THE CENTER OF RANDOLPH COUNTY ROAD (600 N.)
 LA0404
 LA0404                          STATION RECOVERY (2009)
 LA0404
 LA0404'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0404'RECOVERED AS DESCRIBED.  AT NW QUAD US.27/CR600N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0958 ***********************************************************************
 ME0958  DESIGNATION -  N 233
 ME0958  PID         -  ME0958
 ME0958  STATE/COUNTY-  IN/LAKE
 ME0958  COUNTRY     -  US
 ME0958  USGS QUAD   -  HIGHLAND (2019)
 ME0958
 ME0958                         *CURRENT SURVEY CONTROL
 ME0958  ______________________________________________________________________
 ME0958* NAD 83(1986) POSITION- 41 36 53.     (N) 087 29 55.     (W)   SCALED
 ME0958* NAVD 88 ORTHO HEIGHT -   180.541 (meters)      592.32  (feet) ADJUSTED
 ME0958  ______________________________________________________________________
 ME0958  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 ME0958  DYNAMIC HEIGHT  -        180.475 (meters)      592.11  (feet) COMP
 ME0958  MODELED GRAVITY -    980,252.3   (mgal)                       NAVD 88
 ME0958
 ME0958  VERT ORDER      -  FIRST     CLASS II
 ME0958
 ME0958.The horizontal coordinates were scaled from a map and have
 ME0958.an estimated accuracy of +/- 6 seconds.
 ME0958
 ME0958.The orthometric height was determined by differential leveling and
 ME0958.adjusted by the NATIONAL GEODETIC SURVEY
 ME0958.in June 1991.
 ME0958
 ME0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0958.GEOID18 height accuracy estimate available here.
 ME0958
 ME0958.Click photographs - Photos may exist for this station.
 ME0958
 ME0958.The dynamic height is computed by dividing the NAVD 88
 ME0958.geopotential number by the normal gravity value computed on the
 ME0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0958.degrees latitude (g = 980.6199 gals.).
 ME0958
 ME0958.The modeled gravity was interpolated from observed gravity values.
 ME0958
 ME0958;                    North         East    Units  Estimated Accuracy
 ME0958;SPC IN W     -   706,910.      865,390.      MT  (+/- 180 meters Scaled)
 ME0958
 ME0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM584071(NAD 83)
 ME0958
 ME0958                          SUPERSEDED SURVEY CONTROL
 ME0958
 ME0958  NGVD 29 (??/??/92)  180.646  (m)          592.67   (f) ADJ UNCH    1 2
 ME0958
 ME0958.Superseded values are not recommended for survey control.
 ME0958
 ME0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0958.See file dsdata.pdf to determine how the superseded data were derived.
 ME0958
 ME0958_MARKER: DB = BENCH MARK DISK
 ME0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0958_SP_SET: BUILDING
 ME0958_STAMPING: N 233 1947
 ME0958_MARK LOGO: CGS
 ME0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0958
 ME0958  HISTORY     - Date     Condition        Report By
 ME0958  HISTORY     - 1947     MONUMENTED       CGS
 ME0958
 ME0958                          STATION DESCRIPTION
 ME0958
 ME0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0958'AT HAMMOND.
 ME0958'AT HAMMOND, ABOUT 100 YARDS SOUTH ALONG COLUMBIA AVENUE FROM
 ME0958'ITS INTERSECTION WITH MICHIGAN STREET, SET VERTICALLY IN THE
 ME0958'WEST FACE OF THE SOUTHWEST CORNER OF THE COLUMBIA SCHOOL, 1.9
 ME0958'FEET NORTH OF THE SOUTHWEST CORNER AND 3.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1280 ***********************************************************************
 LA1280  DESIGNATION -  N 234
 LA1280  PID         -  LA1280
 LA1280  STATE/COUNTY-  IN/MADISON
 LA1280  COUNTRY     -  US
 LA1280  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1280
 LA1280                         *CURRENT SURVEY CONTROL
 LA1280  ______________________________________________________________________
 LA1280* NAD 83(1986) POSITION- 40 05 59.     (N) 085 41 22.     (W)   SCALED
 LA1280* NAVD 88 ORTHO HEIGHT -   264.783 (meters)      868.71  (feet) ADJUSTED
 LA1280  ______________________________________________________________________
 LA1280  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 LA1280  DYNAMIC HEIGHT  -        264.639 (meters)      868.24  (feet) COMP
 LA1280  MODELED GRAVITY -    980,077.4   (mgal)                       NAVD 88
 LA1280
 LA1280  VERT ORDER      -  FIRST     CLASS II
 LA1280
 LA1280.The horizontal coordinates were scaled from a map and have
 LA1280.an estimated accuracy of +/- 6 seconds.
 LA1280
 LA1280.The orthometric height was determined by differential leveling and
 LA1280.adjusted by the NATIONAL GEODETIC SURVEY
 LA1280.in June 1991.
 LA1280
 LA1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1280.GEOID18 height accuracy estimate available here.
 LA1280
 LA1280.Click photographs - Photos may exist for this station.
 LA1280
 LA1280.The dynamic height is computed by dividing the NAVD 88
 LA1280.geopotential number by the normal gravity value computed on the
 LA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1280.degrees latitude (g = 980.6199 gals.).
 LA1280
 LA1280.The modeled gravity was interpolated from observed gravity values.
 LA1280
 LA1280;                    North         East    Units  Estimated Accuracy
 LA1280;SPC IN E     -   538,590.       98,060.      MT  (+/- 180 meters Scaled)
 LA1280
 LA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK117396(NAD 83)
 LA1280
 LA1280                          SUPERSEDED SURVEY CONTROL
 LA1280
 LA1280  NGVD 29 (??/??/92)  264.922  (m)          869.16   (f) ADJ UNCH    1 2
 LA1280
 LA1280.Superseded values are not recommended for survey control.
 LA1280
 LA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1280.See file dsdata.pdf to determine how the superseded data were derived.
 LA1280
 LA1280_MARKER: DB = BENCH MARK DISK
 LA1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1280_STAMPING: N 234 1947
 LA1280_MARK LOGO: CGS
 LA1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1280+STABILITY: SURFACE MOTION
 LA1280
 LA1280  HISTORY     - Date     Condition        Report By
 LA1280  HISTORY     - 1947     MONUMENTED       CGS
 LA1280
 LA1280                          STATION DESCRIPTION
 LA1280
 LA1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1280'AT ANDERSON.
 LA1280'AT ANDERSON, ABOUT 0.55 MILE SOUTHWEST ALONG THE NEW YORK
 LA1280'CENTRAL RAILROAD FROM THE STATION, AT THE CROSSING OF SHERMAN
 LA1280'STREET, 60.5 FEET WEST OF THE NORTHWEST OF THE CO-OPERATIVE
 LA1280'TOOL AND DIE CO. BUILDING, 30.5 FEET EAST OF THE CENTER LINE
 LA1280'OF SHERMAN STREET, 18 FEET SOUTH OF THE SOUTH RAIL OF THE
 LA1280'MAIN TRACK, 2.5 FEET NORTH OF POLE 248/07, 1.5 FEET EAST OF A
 LA1280'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 LA1280'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0292 ***********************************************************************
 KA0292  DESIGNATION -  N 235
 KA0292  PID         -  KA0292
 KA0292  STATE/COUNTY-  IN/MARION
 KA0292  COUNTRY     -  US
 KA0292  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0292
 KA0292                         *CURRENT SURVEY CONTROL
 KA0292  ______________________________________________________________________
 KA0292* NAD 83(1986) POSITION- 39 50 58.74   (N) 086 00 37.53   (W)   HD_HELD1
 KA0292* NAVD 88 ORTHO HEIGHT -   265.359 (meters)      870.60  (feet) ADJUSTED
 KA0292  ______________________________________________________________________
 KA0292  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 KA0292  DYNAMIC HEIGHT  -        265.210 (meters)      870.11  (feet) COMP
 KA0292  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 KA0292
 KA0292  VERT ORDER      -  FIRST     CLASS II
 KA0292
 KA0292.The horizontal coordinates were determined by differentially corrected
 KA0292.hand held GPS observations or other comparable positioning techniques
 KA0292.and have an estimated accuracy of +/- 3 meters.
 KA0292
 KA0292.The orthometric height was determined by differential leveling and
 KA0292.adjusted by the NATIONAL GEODETIC SURVEY
 KA0292.in June 1991.
 KA0292
 KA0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0292.GEOID18 height accuracy estimate available here.
 KA0292
 KA0292.Click photographs - Photos may exist for this station.
 KA0292
 KA0292.The dynamic height is computed by dividing the NAVD 88
 KA0292.geopotential number by the normal gravity value computed on the
 KA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0292.degrees latitude (g = 980.6199 gals.).
 KA0292
 KA0292.The modeled gravity was interpolated from observed gravity values.
 KA0292
 KA0292;                    North         East    Units  Estimated Accuracy
 KA0292;SPC IN E     -   510,880.9      70,581.8     MT  (+/- 3 meters HH1 GPS) 
 KA0292
 KA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8465511538(NAD 83)
 KA0292
 KA0292                          SUPERSEDED SURVEY CONTROL
 KA0292
 KA0292  NGVD 29 (??/??/92)  265.496  (m)          871.05   (f) ADJ UNCH    1 2
 KA0292
 KA0292.Superseded values are not recommended for survey control.
 KA0292
 KA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0292.See file dsdata.pdf to determine how the superseded data were derived.
 KA0292
 KA0292_MARKER: DB = BENCH MARK DISK
 KA0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0292_STAMPING: N 235 1947
 KA0292_MARK LOGO: CGS
 KA0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0292+STABILITY: SURFACE MOTION
 KA0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0292+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2015
 KA0292
 KA0292  HISTORY     - Date     Condition        Report By
 KA0292  HISTORY     - 1947     MONUMENTED       CGS
 KA0292  HISTORY     - 1976     GOOD             LOCSUR
 KA0292  HISTORY     - 19950919 GOOD             USPSQD
 KA0292  HISTORY     - 20010507 GOOD             JCLS
 KA0292  HISTORY     - 20090109 GOOD             PICI
 KA0292  HISTORY     - 20110505 GOOD             JCLS
 KA0292  HISTORY     - 20151102 GOOD             PICI
 KA0292
 KA0292                          STATION DESCRIPTION
 KA0292
 KA0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0292'AT FORT BENJAMIN HARRISON.
 KA0292'AT FORT BENJAMIN HARRISON, ALONG THE NEW YORK CENTRAL RAILROAD,
 KA0292'58 FEET NORTH OF THE NORTH CORNER OF THE STATION, 49 FEET
 KA0292'NORTHWEST OF THE NORTHWEST RAIL, 18.5 FEET WEST OF THE WEST CURB
 KA0292'OF A PAVED STREET, 21 FEET NORTHWEST OF A CROSSING GATE AND
 KA0292'FLASHER SIGNAL POLE, 5 FEET SOUTHEAST OF POWER POLE NO. 80/781,
 KA0292'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 KA0292'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0292
 KA0292                          STATION RECOVERY (1976)
 KA0292
 KA0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0292'RECOVERED IN GOOD CONDITION.
 KA0292
 KA0292                          STATION RECOVERY (1995)
 KA0292
 KA0292'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0292'RECOVERED IN GOOD CONDITION.
 KA0292
 KA0292                          STATION RECOVERY (2001)
 KA0292
 KA0292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KA0292'RECOVERED IN GOOD CONDITION.
 KA0292
 KA0292                          STATION RECOVERY (2009)
 KA0292
 KA0292'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 KA0292'RECOVERED IN GOOD CONDITION.
 KA0292
 KA0292                          STATION RECOVERY (2011)
 KA0292
 KA0292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA0292'RECOVERED IN GOOD CONDITION.
 KA0292
 KA0292                          STATION RECOVERY (2015)
 KA0292
 KA0292'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2015 (TF)
 KA0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2318 ***********************************************************************
 JZ2318  DESIGNATION -  N 236
 JZ2318  PID         -  JZ2318
 JZ2318  STATE/COUNTY-  IN/HAMILTON
 JZ2318  COUNTRY     -  US
 JZ2318  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2318
 JZ2318                         *CURRENT SURVEY CONTROL
 JZ2318  ______________________________________________________________________
 JZ2318* NAD 83(1986) POSITION- 39 58 08.     (N) 085 53 11.     (W)   SCALED
 JZ2318* NAVD 88 ORTHO HEIGHT -   254.118 (meters)      833.72  (feet) ADJUSTED
 JZ2318  ______________________________________________________________________
 JZ2318  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ2318  DYNAMIC HEIGHT  -        253.977 (meters)      833.26  (feet) COMP
 JZ2318  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 JZ2318
 JZ2318  VERT ORDER      -  SECOND    CLASS 0
 JZ2318
 JZ2318.The horizontal coordinates were scaled from a map and have
 JZ2318.an estimated accuracy of +/- 6 seconds.
 JZ2318
 JZ2318.The orthometric height was determined by differential leveling and
 JZ2318.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2318.in June 1991.
 JZ2318
 JZ2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2318.GEOID18 height accuracy estimate available here.
 JZ2318
 JZ2318.Click photographs - Photos may exist for this station.
 JZ2318
 JZ2318.The dynamic height is computed by dividing the NAVD 88
 JZ2318.geopotential number by the normal gravity value computed on the
 JZ2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2318.degrees latitude (g = 980.6199 gals.).
 JZ2318
 JZ2318.The modeled gravity was interpolated from observed gravity values.
 JZ2318
 JZ2318;                    North         East    Units  Estimated Accuracy
 JZ2318;SPC IN E     -   524,090.       81,230.      MT  (+/- 180 meters Scaled)
 JZ2318
 JZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK951248(NAD 83)
 JZ2318
 JZ2318                          SUPERSEDED SURVEY CONTROL
 JZ2318
 JZ2318  NGVD 29 (??/??/92)  254.250  (m)          834.15   (f) ADJ UNCH    2 0
 JZ2318
 JZ2318.Superseded values are not recommended for survey control.
 JZ2318
 JZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2318.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2318
 JZ2318_MARKER: DB = BENCH MARK DISK
 JZ2318_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2318_SP_SET: BRIDGE WINGWALL
 JZ2318_STAMPING: N 236 1947
 JZ2318_MARK LOGO: CGS
 JZ2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2318
 JZ2318  HISTORY     - Date     Condition        Report By
 JZ2318  HISTORY     - 1947     MONUMENTED       CGS
 JZ2318  HISTORY     - 19880730 MARK NOT FOUND   LOCENG
 JZ2318
 JZ2318                          STATION DESCRIPTION
 JZ2318
 JZ2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2318'5.9 MI NW FROM FORTVILLE.
 JZ2318'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION
 JZ2318'WITH STATE HIGHWAY 238 AT FORTVILLE, THENCE ABOUT 2.0 MILES
 JZ2318'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG A
 JZ2318'GRAVEL ROAD, THENCE ABOUT 0.35 MILE NORTHWEST ALONG STATE
 JZ2318'HIGHWAY 238, SET IN THE TOP OF THE SOUTH END OF THE NORTH
 JZ2318'WING WALL OF A 12-FOOT CONCRETE BRIDGE OVER A CREEK, 11 FEET
 JZ2318'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST
 JZ2318'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE BRIDGE RAILING
 JZ2318'AND ABOUT 0.5 FOOT BELOW THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 JZ2318'FROM FORTVILLE, HANCOCK COUNTY BY GOING ABOUT 3.4 MILES NORTHWEST
 JZ2318'ALONG STATE HIGHWAY 238 FROM ITS JUNCTION WITH STATE HIGHWAY
 JZ2318'13.
 JZ2318
 JZ2318                          STATION RECOVERY (1988)
 JZ2318
 JZ2318'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1578 ***********************************************************************
 LA1578  DESIGNATION -  N 237
 LA1578  PID         -  LA1578
 LA1578  STATE/COUNTY-  IN/HAMILTON
 LA1578  COUNTRY     -  US
 LA1578  USGS QUAD   -  RIVERWOOD (2019)
 LA1578
 LA1578                         *CURRENT SURVEY CONTROL
 LA1578  ______________________________________________________________________
 LA1578* NAD 83(1986) POSITION- 40 00 03.10   (N) 085 59 40.38   (W)   HD_HELD1
 LA1578* NAVD 88 ORTHO HEIGHT -   251.734 (meters)      825.90  (feet) ADJUSTED
 LA1578  ______________________________________________________________________
 LA1578  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 LA1578  DYNAMIC HEIGHT  -        251.595 (meters)      825.44  (feet) COMP
 LA1578  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 LA1578
 LA1578  VERT ORDER      -  SECOND    CLASS 0
 LA1578
 LA1578.The horizontal coordinates were determined by differentially corrected
 LA1578.hand held GPS observations or other comparable positioning techniques
 LA1578.and have an estimated accuracy of +/- 3 meters.
 LA1578
 LA1578.The orthometric height was determined by differential leveling and
 LA1578.adjusted by the NATIONAL GEODETIC SURVEY
 LA1578.in June 1991.
 LA1578
 LA1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1578.GEOID18 height accuracy estimate available here.
 LA1578
 LA1578.Click photographs - Photos may exist for this station.
 LA1578
 LA1578.The dynamic height is computed by dividing the NAVD 88
 LA1578.geopotential number by the normal gravity value computed on the
 LA1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1578.degrees latitude (g = 980.6199 gals.).
 LA1578
 LA1578.The modeled gravity was interpolated from observed gravity values.
 LA1578
 LA1578;                    North         East    Units  Estimated Accuracy
 LA1578;SPC IN E     -   527,664.7      72,002.0     MT  (+/- 3 meters HH1 GPS) 
 LA1578
 LA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8582428336(NAD 83)
 LA1578
 LA1578                          SUPERSEDED SURVEY CONTROL
 LA1578
 LA1578  NGVD 29 (??/??/92)  251.863  (m)          826.32   (f) ADJ UNCH    2 0
 LA1578
 LA1578.Superseded values are not recommended for survey control.
 LA1578
 LA1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1578.See file dsdata.pdf to determine how the superseded data were derived.
 LA1578
 LA1578_MARKER: DB = BENCH MARK DISK
 LA1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1578_STAMPING: N 237 1947
 LA1578_MARK LOGO: CGS
 LA1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1578+STABILITY: SURFACE MOTION
 LA1578
 LA1578  HISTORY     - Date     Condition        Report By
 LA1578  HISTORY     - 1947     MONUMENTED       CGS
 LA1578  HISTORY     - 19950928 GOOD             USPSQD
 LA1578  HISTORY     - 20221011 MARK NOT FOUND   IN-057
 LA1578
 LA1578                          STATION DESCRIPTION
 LA1578
 LA1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1578'4.2 MI NE FROM FISHERS.
 LA1578'ABOUT 1.15 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1578'AT FISHERS, THENCE ABOUT 3.0 MILES NORTH ALONG A BLACK TOP ROAD,
 LA1578'AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 21 FEET WEST OF THE
 LA1578'CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET SOUTH OF THE CENTER
 LA1578'LINE OF THE SIDE ROAD, ABOUT 50 FEET SOUTHWEST AND ACROSS THE
 LA1578'NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A FENCE AROUND A
 LA1578'GROVE OF CATALPA TREES, 8 FEET SOUTH OF A 1-FOOT SQUARE CONCRETE
 LA1578'FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH
 LA1578'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND
 LA1578'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK
 LA1578'MAY BE REACHED FROM NOBLESVILLE BY GOING ABOUT 1.5 MILES SOUTHEAST
 LA1578'ALONG STATE HIGHWAY 238 FROM 3RD WARD GRADE SCHOOL AND JUNCTION
 LA1578'OF STATE HIGHWAY 37, THENCE ABOUT 1.35 MILES SOUTH ALONG A BLACK
 LA1578'TOP ROAD.
 LA1578
 LA1578                          STATION RECOVERY (1995)
 LA1578
 LA1578'RECOVERY NOTE BY US POWER SQUADRON 1995
 LA1578'RECOVERED IN GOOD CONDITION.
 LA1578
 LA1578                          STATION RECOVERY (2022)
 LA1578
 LA1578'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2480 ***********************************************************************
 JZ2480  DESIGNATION -  N 238
 JZ2480  PID         -  JZ2480
 JZ2480  STATE/COUNTY-  IN/SHELBY
 JZ2480  COUNTRY     -  US
 JZ2480  USGS QUAD   -  ACTON (2019)
 JZ2480
 JZ2480                         *CURRENT SURVEY CONTROL
 JZ2480  ______________________________________________________________________
 JZ2480* NAD 83(1986) POSITION- 39 39 37.     (N) 085 57 07.     (W)   SCALED
 JZ2480* NAVD 88 ORTHO HEIGHT -   237.157 (meters)      778.07  (feet) ADJUSTED
 JZ2480  ______________________________________________________________________
 JZ2480  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 JZ2480  DYNAMIC HEIGHT  -        237.022 (meters)      777.63  (feet) COMP
 JZ2480  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 JZ2480
 JZ2480  VERT ORDER      -  SECOND    CLASS 0
 JZ2480
 JZ2480.The horizontal coordinates were scaled from a map and have
 JZ2480.an estimated accuracy of +/- 6 seconds.
 JZ2480
 JZ2480.The orthometric height was determined by differential leveling and
 JZ2480.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2480.in June 1991.
 JZ2480
 JZ2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2480.GEOID18 height accuracy estimate available here.
 JZ2480
 JZ2480.Click photographs - Photos may exist for this station.
 JZ2480
 JZ2480.The dynamic height is computed by dividing the NAVD 88
 JZ2480.geopotential number by the normal gravity value computed on the
 JZ2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2480.degrees latitude (g = 980.6199 gals.).
 JZ2480
 JZ2480.The modeled gravity was interpolated from observed gravity values.
 JZ2480
 JZ2480;                    North         East    Units  Estimated Accuracy
 JZ2480;SPC IN E     -   489,840.       75,520.      MT  (+/- 180 meters Scaled)
 JZ2480
 JZ2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ899905(NAD 83)
 JZ2480
 JZ2480                          SUPERSEDED SURVEY CONTROL
 JZ2480
 JZ2480  NGVD 29 (??/??/92)  237.272  (m)          778.45   (f) ADJ UNCH    2 0
 JZ2480
 JZ2480.Superseded values are not recommended for survey control.
 JZ2480
 JZ2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2480.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2480
 JZ2480_MARKER: DB = BENCH MARK DISK
 JZ2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2480_STAMPING: N 238 1947
 JZ2480_MARK LOGO: CGS
 JZ2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2480+STABILITY: SURFACE MOTION
 JZ2480
 JZ2480  HISTORY     - Date     Condition        Report By
 JZ2480  HISTORY     - 1947     MONUMENTED       CGS
 JZ2480  HISTORY     - 20110103 MARK NOT FOUND   INDNR
 JZ2480
 JZ2480                          STATION DESCRIPTION
 JZ2480
 JZ2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2480'1 MI NE FROM ACTON.
 JZ2480'ABOUT 1.0 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2480'AT ACTON, AT THE SHELBY-MARION COUNTY LINE AND THE JUNCTION
 JZ2480'WITH A GRAVEL ROAD FOLLOWING THE COUNTY LINE NORTH TO CUMBERLAND,
 JZ2480'IN THE NORTHEAST QUARTER OF THE JUNCTION, 32 FEET NORTH OF THE
 JZ2480'CENTER LINE OF A PAVED ROAD, 20 FEET EAST OF THE CENTER LINE
 JZ2480'OF THE COUNTY LINE ROAD, 12.5 FEET NORTH OF A CONCRETE CORNER
 JZ2480'FENCE POST, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A
 JZ2480'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2480'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2480
 JZ2480                          STATION RECOVERY (2011)
 JZ2480
 JZ2480'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 JZ2480'FOUND CONCRETE POST AT LOCATION DESCRIBED.  THE POST HAD A ROUND HOLE
 JZ2480'IN THE CENTER POSSIBLY FROM THE STEM OF A BENCH MARK. IT HAD NO ROUND
 JZ2480'INDENTATION TYPICALLY FOUND WHEN A BENCH MARK DISK IS SEPARATED FROM
 JZ2480'THE POST.  IF THIS IS THE REMAINS OF THE MARK, THE ENTIRE TOP OF THE
 JZ2480'CONCRETE POST WAS MOST LIKELY SHEARED OFF BY MACHINERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2582 ***********************************************************************
 JZ2582  DESIGNATION -  N 239
 JZ2582  PID         -  JZ2582
 JZ2582  STATE/COUNTY-  IN/SHELBY
 JZ2582  COUNTRY     -  US
 JZ2582  USGS QUAD   -  MORRISTOWN (2019)
 JZ2582
 JZ2582                         *CURRENT SURVEY CONTROL
 JZ2582  ______________________________________________________________________
 JZ2582* NAD 83(1986) POSITION- 39 40 59.     (N) 085 44 08.     (W)   SCALED
 JZ2582* NAVD 88 ORTHO HEIGHT -   259.505 (meters)      851.39  (feet) ADJUSTED
 JZ2582  ______________________________________________________________________
 JZ2582  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 JZ2582  DYNAMIC HEIGHT  -        259.354 (meters)      850.90  (feet) COMP
 JZ2582  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 JZ2582
 JZ2582  VERT ORDER      -  SECOND    CLASS 0
 JZ2582
 JZ2582.The horizontal coordinates were scaled from a map and have
 JZ2582.an estimated accuracy of +/- 6 seconds.
 JZ2582
 JZ2582.The orthometric height was determined by differential leveling and
 JZ2582.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2582.in June 1991.
 JZ2582
 JZ2582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2582.GEOID18 height accuracy estimate available here.
 JZ2582
 JZ2582.Click photographs - Photos may exist for this station.
 JZ2582
 JZ2582.The dynamic height is computed by dividing the NAVD 88
 JZ2582.geopotential number by the normal gravity value computed on the
 JZ2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2582.degrees latitude (g = 980.6199 gals.).
 JZ2582
 JZ2582.The modeled gravity was interpolated from observed gravity values.
 JZ2582
 JZ2582;                    North         East    Units  Estimated Accuracy
 JZ2582;SPC IN E     -   492,330.       94,090.      MT  (+/- 180 meters Scaled)
 JZ2582
 JZ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ084933(NAD 83)
 JZ2582
 JZ2582                          SUPERSEDED SURVEY CONTROL
 JZ2582
 JZ2582  NGVD 29 (??/??/92)  259.624  (m)          851.78   (f) ADJ UNCH    2 0
 JZ2582
 JZ2582.Superseded values are not recommended for survey control.
 JZ2582
 JZ2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2582.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2582
 JZ2582_MARKER: DB = BENCH MARK DISK
 JZ2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2582_STAMPING: N 239 1947
 JZ2582_MARK LOGO: CGS
 JZ2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2582+STABILITY: SURFACE MOTION
 JZ2582
 JZ2582  HISTORY     - Date     Condition        Report By
 JZ2582  HISTORY     - 1947     MONUMENTED       CGS
 JZ2582
 JZ2582                          STATION DESCRIPTION
 JZ2582
 JZ2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2582'1.9 MI NW FROM MORRISTOWN.
 JZ2582'ABOUT 1.9 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2582'BUILDING AT MORRISTOWN, AT THE JUNCTION WITH A GRAVEL ROAD
 JZ2582'LEADING NORTH, IN THE NORTHWEST ANGLE OF THE JUNCTION, 40 FEET
 JZ2582'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET WEST
 JZ2582'OF THE CENTER LINE OF THE GRAVEL ROAD, 12 FEET NORTH OF A FENCE
 JZ2582'CORNER, 28.5 FEET SOUTH OF A 12-INCH ASH TREE, 1 FOOT EAST OF A
 JZ2582'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2582'ABOUT 2 FEET BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2582'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK IS ABOUT 2.7
 JZ2582'MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE CROSSROADS AT
 JZ2582'FOUNTAINTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0670 ***********************************************************************
 ME0670  DESIGNATION -  N 24
 ME0670  PID         -  ME0670
 ME0670  STATE/COUNTY-  IN/JASPER
 ME0670  COUNTRY     -  US
 ME0670  USGS QUAD   -  SAN PIERRE (2019)
 ME0670
 ME0670                         *CURRENT SURVEY CONTROL
 ME0670  ______________________________________________________________________
 ME0670* NAD 83(1986) POSITION- 41 11 37.     (N) 086 55 48.     (W)   SCALED
 ME0670* NAVD 88 ORTHO HEIGHT -   209.158 (meters)      686.21  (feet) ADJUSTED
 ME0670  ______________________________________________________________________
 ME0670  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME0670  DYNAMIC HEIGHT  -        209.068 (meters)      685.92  (feet) COMP
 ME0670  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME0670
 ME0670  VERT ORDER      -  SECOND    CLASS 0
 ME0670
 ME0670.The horizontal coordinates were scaled from a map and have
 ME0670.an estimated accuracy of +/- 6 seconds.
 ME0670
 ME0670.The orthometric height was determined by differential leveling and
 ME0670.adjusted by the NATIONAL GEODETIC SURVEY
 ME0670.in June 1991.
 ME0670
 ME0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0670.GEOID18 height accuracy estimate available here.
 ME0670
 ME0670.Click photographs - Photos may exist for this station.
 ME0670
 ME0670.The dynamic height is computed by dividing the NAVD 88
 ME0670.geopotential number by the normal gravity value computed on the
 ME0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0670.degrees latitude (g = 980.6199 gals.).
 ME0670
 ME0670.The modeled gravity was interpolated from observed gravity values.
 ME0670
 ME0670;                    North         East    Units  Estimated Accuracy
 ME0670;SPC IN W     -   660,070.      912,860.      MT  (+/- 180 meters Scaled)
 ME0670
 ME0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058602(NAD 83)
 ME0670
 ME0670                          SUPERSEDED SURVEY CONTROL
 ME0670
 ME0670  NGVD 29 (??/??/92)  209.248  (m)          686.51   (f) ADJ UNCH    2 0
 ME0670
 ME0670.Superseded values are not recommended for survey control.
 ME0670
 ME0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0670.See file dsdata.pdf to determine how the superseded data were derived.
 ME0670
 ME0670_MARKER: DB = BENCH MARK DISK
 ME0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0670_STAMPING: N 24 1934
 ME0670_MARK LOGO: CGS
 ME0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0670+STABILITY: SURFACE MOTION
 ME0670
 ME0670  HISTORY     - Date     Condition        Report By
 ME0670  HISTORY     - 1934     MONUMENTED       CGS
 ME0670
 ME0670                          STATION DESCRIPTION
 ME0670
 ME0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0670'2 MI W FROM SAN PIERRE.
 ME0670'IN JASPER COUNTY, 2 MILES WEST ALONG THE NEW YORK CENTRAL
 ME0670'RAILROAD FROM THE STATION AT SAN PIERRE, STARKE COUNTY, IN THE
 ME0670'SOUTHWEST ANGLE OF A DIRT-ROAD CROSSING, 30 YARDS SOUTH OF POLE
 ME0670'16 L, 13 YARDS SOUTH OF THE SOUTH RAIL, 8 YARDS WEST OF THE
 ME0670'CENTERLINE OF THE DIRT ROAD, AND IN A FENCE CORNER.  A STANDARD
 ME0670'DISK, STAMPED N 24 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0670'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2442 ***********************************************************************
 JZ2442  DESIGNATION -  N 240
 JZ2442  PID         -  JZ2442
 JZ2442  STATE/COUNTY-  IN/MADISON
 JZ2442  COUNTRY     -  US
 JZ2442  USGS QUAD   -  PENDLETON (2019)
 JZ2442
 JZ2442                         *CURRENT SURVEY CONTROL
 JZ2442  ______________________________________________________________________
 JZ2442* NAD 83(1986) POSITION- 39 57 34.98   (N) 085 43 48.30   (W)   HD_HELD1
 JZ2442* NAVD 88 ORTHO HEIGHT -   270.940 (meters)      888.91  (feet) ADJUSTED
 JZ2442  ______________________________________________________________________
 JZ2442  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2442  DYNAMIC HEIGHT  -        270.789 (meters)      888.41  (feet) COMP
 JZ2442  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 JZ2442
 JZ2442  VERT ORDER      -  SECOND    CLASS 0
 JZ2442
 JZ2442.The horizontal coordinates were determined by differentially corrected
 JZ2442.hand held GPS observations or other comparable positioning techniques
 JZ2442.and have an estimated accuracy of +/- 3 meters.
 JZ2442
 JZ2442.The orthometric height was determined by differential leveling and
 JZ2442.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2442.in June 1991.
 JZ2442
 JZ2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2442.GEOID18 height accuracy estimate available here.
 JZ2442
 JZ2442.Click photographs - Photos may exist for this station.
 JZ2442
 JZ2442.The dynamic height is computed by dividing the NAVD 88
 JZ2442.geopotential number by the normal gravity value computed on the
 JZ2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2442.degrees latitude (g = 980.6199 gals.).
 JZ2442
 JZ2442.The modeled gravity was interpolated from observed gravity values.
 JZ2442
 JZ2442;                    North         East    Units  Estimated Accuracy
 JZ2442;SPC IN E     -   523,046.9      94,581.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2442
 JZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0846424058(NAD 83)
 JZ2442
 JZ2442                          SUPERSEDED SURVEY CONTROL
 JZ2442
 JZ2442  NGVD 29 (??/??/92)  271.071  (m)          889.34   (f) ADJ UNCH    2 0
 JZ2442
 JZ2442.Superseded values are not recommended for survey control.
 JZ2442
 JZ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2442.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2442
 JZ2442_MARKER: DB = BENCH MARK DISK
 JZ2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2442_STAMPING: N 240 1947
 JZ2442_MARK LOGO: CGS
 JZ2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2442+STABILITY: SURFACE MOTION
 JZ2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2442+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2002
 JZ2442
 JZ2442  HISTORY     - Date     Condition        Report By
 JZ2442  HISTORY     - 1947     MONUMENTED       CGS
 JZ2442  HISTORY     - 20020908 GOOD             USPSQD
 JZ2442
 JZ2442                          STATION DESCRIPTION
 JZ2442
 JZ2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2442'3.4 MI SE FROM PENDLETON.
 JZ2442'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2442'LIBRARY AT PENDLETON, THENCE 2.75 MILES SOUTH ALONG A NORTH-SOUTH
 JZ2442'ROAD, IN THE SOUTHWEST QUARTER OF AN INTERSECTION WITH AN
 JZ2442'EAST-WEST ROAD, 22.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2442'EAST-WEST ROAD, 25 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2442'ROAD, 6 FEET SOUTH OF A CONCRETE CORNER POST, 1 FOOT EAST OF A
 JZ2442'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2442'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2442'PROJECTING ABOUT 6 INCHES.
 JZ2442
 JZ2442                          STATION RECOVERY (2002)
 JZ2442
 JZ2442'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2442'NS ROAD 300W EW 1000S
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2448 ***********************************************************************
 JZ2448  DESIGNATION -  N 241
 JZ2448  PID         -  JZ2448
 JZ2448  STATE/COUNTY-  IN/HANCOCK
 JZ2448  COUNTRY     -  US
 JZ2448  USGS QUAD   -  INGALLS (2019)
 JZ2448
 JZ2448                         *CURRENT SURVEY CONTROL
 JZ2448  ______________________________________________________________________
 JZ2448* NAD 83(1986) POSITION- 39 54 02.     (N) 085 48 52.     (W)   SCALED
 JZ2448* NAVD 88 ORTHO HEIGHT -   266.283 (meters)      873.63  (feet) ADJUSTED
 JZ2448  ______________________________________________________________________
 JZ2448  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2448  DYNAMIC HEIGHT  -        266.133 (meters)      873.14  (feet) COMP
 JZ2448  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 JZ2448
 JZ2448  VERT ORDER      -  SECOND    CLASS 0
 JZ2448
 JZ2448.The horizontal coordinates were scaled from a map and have
 JZ2448.an estimated accuracy of +/- 6 seconds.
 JZ2448
 JZ2448.The orthometric height was determined by differential leveling and
 JZ2448.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2448.in June 1991.
 JZ2448
 JZ2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2448.GEOID18 height accuracy estimate available here.
 JZ2448
 JZ2448.Click photographs - Photos may exist for this station.
 JZ2448
 JZ2448.The dynamic height is computed by dividing the NAVD 88
 JZ2448.geopotential number by the normal gravity value computed on the
 JZ2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2448.degrees latitude (g = 980.6199 gals.).
 JZ2448
 JZ2448.The modeled gravity was interpolated from observed gravity values.
 JZ2448
 JZ2448;                    North         East    Units  Estimated Accuracy
 JZ2448;SPC IN E     -   516,490.       87,360.      MT  (+/- 180 meters Scaled)
 JZ2448
 JZ2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK013173(NAD 83)
 JZ2448
 JZ2448                          SUPERSEDED SURVEY CONTROL
 JZ2448
 JZ2448  NGVD 29 (??/??/92)  266.410  (m)          874.05   (f) ADJ UNCH    2 0
 JZ2448
 JZ2448.Superseded values are not recommended for survey control.
 JZ2448
 JZ2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2448.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2448
 JZ2448_MARKER: DB = BENCH MARK DISK
 JZ2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2448_STAMPING: N 241 1947
 JZ2448_MARK LOGO: CGS
 JZ2448_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2448+STABILITY: SURFACE MOTION
 JZ2448
 JZ2448  HISTORY     - Date     Condition        Report By
 JZ2448  HISTORY     - 1947     MONUMENTED       CGS
 JZ2448
 JZ2448                          STATION DESCRIPTION
 JZ2448
 JZ2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2448'2.4 MI W FROM EDEN.
 JZ2448'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 234 FROM THE
 JZ2448'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, IN THE NORTHEAST
 JZ2448'QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 39
 JZ2448'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST
 JZ2448'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET EAST OF A
 JZ2448'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH
 JZ2448'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2448'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2543 ***********************************************************************
 JZ2543  DESIGNATION -  N 242
 JZ2543  PID         -  JZ2543
 JZ2543  STATE/COUNTY-  IN/HANCOCK
 JZ2543  COUNTRY     -  US
 JZ2543  USGS QUAD   -  MORRISTOWN (2019)
 JZ2543
 JZ2543                         *CURRENT SURVEY CONTROL
 JZ2543  ______________________________________________________________________
 JZ2543* NAD 83(1986) POSITION- 39 43 40.     (N) 085 41 16.     (W)   SCALED
 JZ2543* NAVD 88 ORTHO HEIGHT -   269.575 (meters)      884.43  (feet) ADJUSTED
 JZ2543  ______________________________________________________________________
 JZ2543  GEOID HEIGHT    -        -33.989 (meters)                     GEOID18
 JZ2543  DYNAMIC HEIGHT  -        269.419 (meters)      883.92  (feet) COMP
 JZ2543  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 JZ2543
 JZ2543  VERT ORDER      -  SECOND    CLASS 0
 JZ2543
 JZ2543.The horizontal coordinates were scaled from a map and have
 JZ2543.an estimated accuracy of +/- 6 seconds.
 JZ2543
 JZ2543.The orthometric height was determined by differential leveling and
 JZ2543.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2543.in June 1991.
 JZ2543
 JZ2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2543.GEOID18 height accuracy estimate available here.
 JZ2543
 JZ2543.Click photographs - Photos may exist for this station.
 JZ2543
 JZ2543.The dynamic height is computed by dividing the NAVD 88
 JZ2543.geopotential number by the normal gravity value computed on the
 JZ2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2543.degrees latitude (g = 980.6199 gals.).
 JZ2543
 JZ2543.The modeled gravity was interpolated from observed gravity values.
 JZ2543
 JZ2543;                    North         East    Units  Estimated Accuracy
 JZ2543;SPC IN E     -   497,290.       98,190.      MT  (+/- 180 meters Scaled)
 JZ2543
 JZ2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124983(NAD 83)
 JZ2543
 JZ2543                          SUPERSEDED SURVEY CONTROL
 JZ2543
 JZ2543  NGVD 29 (??/??/92)  269.697  (m)          884.83   (f) ADJ UNCH    2 0
 JZ2543
 JZ2543.Superseded values are not recommended for survey control.
 JZ2543
 JZ2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2543.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2543
 JZ2543_MARKER: DB = BENCH MARK DISK
 JZ2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2543_STAMPING: N 242 1947
 JZ2543_MARK LOGO: CGS
 JZ2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2543+STABILITY: SURFACE MOTION
 JZ2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2543+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2543
 JZ2543  HISTORY     - Date     Condition        Report By
 JZ2543  HISTORY     - 1947     MONUMENTED       CGS
 JZ2543  HISTORY     - 20090203 GOOD             IN-059
 JZ2543
 JZ2543                          STATION DESCRIPTION
 JZ2543
 JZ2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2543'1.6 MI S FROM WESTLAND.
 JZ2543'ABOUT 1.6 MILES SOUTH ALONG A COUNTY ROAD FROM THE CROSSROAD
 JZ2543'AND STORE AT WESTLAND, AT THE INTERSECTION OF A JOGGED CROSS
 JZ2543'ROAD, 45.5 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2543'18 FEET NORTH OF THE CENTER LINE OF THE EAST TANGENT OF THE
 JZ2543'CROSS ROAD, 121 FEET NORTHWEST AND ACROSS THE EAST-WEST ROAD FROM
 JZ2543'THE NORTHWEST CORNER OF A 2-STORY BRICK FARM HOUSE, 18.5 FEET
 JZ2543'EAST OF THE EAST GATE POST OF A STEEL GATE, 5.5 FEET WEST OF
 JZ2543'POWER POLE 811/1973, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 JZ2543'POST, ABOUT 1 FOOT BELOW THE ROADS AND SET IN THE TOP OF A
 JZ2543'CONCRETE POST PROJECTING 5 INCHES.
 JZ2543
 JZ2543                          STATION RECOVERY (2009)
 JZ2543
 JZ2543'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2509 ***********************************************************************
 JZ2509  DESIGNATION -  N 243
 JZ2509  PID         -  JZ2509
 JZ2509  STATE/COUNTY-  IN/HANCOCK
 JZ2509  COUNTRY     -  US
 JZ2509  USGS QUAD   -  GREENFIELD (2019)
 JZ2509
 JZ2509                         *CURRENT SURVEY CONTROL
 JZ2509  ______________________________________________________________________
 JZ2509* NAD 83(1986) POSITION- 39 46 51.     (N) 085 51 32.     (W)   SCALED
 JZ2509* NAVD 88 ORTHO HEIGHT -   254.387 (meters)      834.60  (feet) ADJUSTED
 JZ2509  ______________________________________________________________________
 JZ2509  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ2509  DYNAMIC HEIGHT  -        254.241 (meters)      834.12  (feet) COMP
 JZ2509  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2509
 JZ2509  VERT ORDER      -  SECOND    CLASS 0
 JZ2509
 JZ2509.The horizontal coordinates were scaled from a map and have
 JZ2509.an estimated accuracy of +/- 6 seconds.
 JZ2509
 JZ2509.The orthometric height was determined by differential leveling and
 JZ2509.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2509.in June 1991.
 JZ2509
 JZ2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2509.GEOID18 height accuracy estimate available here.
 JZ2509
 JZ2509.Click photographs - Photos may exist for this station.
 JZ2509
 JZ2509.The dynamic height is computed by dividing the NAVD 88
 JZ2509.geopotential number by the normal gravity value computed on the
 JZ2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2509.degrees latitude (g = 980.6199 gals.).
 JZ2509
 JZ2509.The modeled gravity was interpolated from observed gravity values.
 JZ2509
 JZ2509;                    North         East    Units  Estimated Accuracy
 JZ2509;SPC IN E     -   503,200.       83,530.      MT  (+/- 180 meters Scaled)
 JZ2509
 JZ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK977040(NAD 83)
 JZ2509
 JZ2509                          SUPERSEDED SURVEY CONTROL
 JZ2509
 JZ2509  NGVD 29 (??/??/92)  254.505  (m)          834.99   (f) ADJ UNCH    2 0
 JZ2509
 JZ2509.Superseded values are not recommended for survey control.
 JZ2509
 JZ2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2509.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2509
 JZ2509_MARKER: DB = BENCH MARK DISK
 JZ2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2509_STAMPING: N 243 1947
 JZ2509_MARK LOGO: CGS
 JZ2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2509+STABILITY: SURFACE MOTION
 JZ2509
 JZ2509  HISTORY     - Date     Condition        Report By
 JZ2509  HISTORY     - 1947     MONUMENTED       CGS
 JZ2509  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2509
 JZ2509                          STATION DESCRIPTION
 JZ2509
 JZ2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2509'0.8 MI W FROM PHILADELPHIA.
 JZ2509'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2509'CHURCH AT PHILADELPHIA, AT A FARM OWNED BY MRS MATILDA DAUNCE,
 JZ2509'30.5 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT, 46.5
 JZ2509'FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 38
 JZ2509'FEET WEST OF A FENCE CORNER, 39 FEET WEST OF A 28-INCH MAPLE
 JZ2509'TREE, 1 FOOT NORTH OF A FENCE LINE, 93 FEET WEST-NORTHWEST OF
 JZ2509'THE NORTHWEST CORNER OF THE FARM HOUSE, 2 FEET EAST OF A WHITE
 JZ2509'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JZ2509'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2509
 JZ2509                          STATION RECOVERY (2009)
 JZ2509
 JZ2509'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2509'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2591 ***********************************************************************
 JZ2591  DESIGNATION -  N 244
 JZ2591  PID         -  JZ2591
 JZ2591  STATE/COUNTY-  IN/HANCOCK
 JZ2591  COUNTRY     -  US
 JZ2591  USGS QUAD   -  MORRISTOWN (2019)
 JZ2591
 JZ2591                         *CURRENT SURVEY CONTROL
 JZ2591  ______________________________________________________________________
 JZ2591* NAD 83(1986) POSITION- 39 41 54.     (N) 085 41 15.     (W)   SCALED
 JZ2591* NAVD 88 ORTHO HEIGHT -   256.154 (meters)      840.40  (feet) ADJUSTED
 JZ2591  ______________________________________________________________________
 JZ2591  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 JZ2591  DYNAMIC HEIGHT  -        256.005 (meters)      839.91  (feet) COMP
 JZ2591  MODELED GRAVITY -    980,039.4   (mgal)                       NAVD 88
 JZ2591
 JZ2591  VERT ORDER      -  SECOND    CLASS 0
 JZ2591
 JZ2591.The horizontal coordinates were scaled from a map and have
 JZ2591.an estimated accuracy of +/- 6 seconds.
 JZ2591
 JZ2591.The orthometric height was determined by differential leveling and
 JZ2591.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2591.in June 1991.
 JZ2591
 JZ2591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2591.GEOID18 height accuracy estimate available here.
 JZ2591
 JZ2591.Click photographs - Photos may exist for this station.
 JZ2591
 JZ2591.The dynamic height is computed by dividing the NAVD 88
 JZ2591.geopotential number by the normal gravity value computed on the
 JZ2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2591.degrees latitude (g = 980.6199 gals.).
 JZ2591
 JZ2591.The modeled gravity was interpolated from observed gravity values.
 JZ2591
 JZ2591;                    North         East    Units  Estimated Accuracy
 JZ2591;SPC IN E     -   494,020.       98,210.      MT  (+/- 180 meters Scaled)
 JZ2591
 JZ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ125950(NAD 83)
 JZ2591
 JZ2591                          SUPERSEDED SURVEY CONTROL
 JZ2591
 JZ2591  NGVD 29 (??/??/92)  256.276  (m)          840.80   (f) ADJ UNCH    2 0
 JZ2591
 JZ2591.Superseded values are not recommended for survey control.
 JZ2591
 JZ2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2591.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2591
 JZ2591_MARKER: DB = BENCH MARK DISK
 JZ2591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2591_SP_SET: BRIDGE
 JZ2591_STAMPING: N 244 1947
 JZ2591_MARK LOGO: CGS
 JZ2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2591
 JZ2591  HISTORY     - Date     Condition        Report By
 JZ2591  HISTORY     - 1947     MONUMENTED       CGS
 JZ2591  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2591
 JZ2591                          STATION DESCRIPTION
 JZ2591
 JZ2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2591'2.4 MI NE FROM MORRISTOWN.
 JZ2591'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2591'BUILDING AT MORRISTOWN, THENCE 1.85 MILE NORTH AND NORTHEAST
 JZ2591'ALONG A WINDING COUNTY ROAD, THENCE 0.4 MILE EAST ALONG THE
 JZ2591'HANCOCK-SHELBY COUNTY LINE ROAD, AT A 32-FOOT STEEL TRUSS BRIDGE
 JZ2591'OVER A CREEK, SET IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL,
 JZ2591'175 FEET WEST OF THE CENTER OF THE JUNCTION WITH A ROAD LEADING
 JZ2591'SOUTH, 10 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD
 JZ2591'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 JZ2591
 JZ2591                          STATION RECOVERY (2009)
 JZ2591
 JZ2591'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2591'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2417 ***********************************************************************
 JZ2417  DESIGNATION -  N 245
 JZ2417  PID         -  JZ2417
 JZ2417  STATE/COUNTY-  IN/SHELBY
 JZ2417  COUNTRY     -  US
 JZ2417  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2417
 JZ2417                         *CURRENT SURVEY CONTROL
 JZ2417  ______________________________________________________________________
 JZ2417* NAD 83(1986) POSITION- 39 32 24.1    (N) 085 43 18.6    (W)   HD_HELD2
 JZ2417* NAVD 88 ORTHO HEIGHT -   247.698 (meters)      812.66  (feet) ADJUSTED
 JZ2417  ______________________________________________________________________
 JZ2417  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JZ2417  DYNAMIC HEIGHT  -        247.551 (meters)      812.17  (feet) COMP
 JZ2417  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ2417
 JZ2417  VERT ORDER      -  SECOND    CLASS 0
 JZ2417
 JZ2417.The horizontal coordinates were established by autonomous hand held GPS
 JZ2417.observations and have an estimated accuracy of +/- 10 meters.
 JZ2417
 JZ2417.The orthometric height was determined by differential leveling and
 JZ2417.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2417.in June 1991.
 JZ2417
 JZ2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2417.GEOID18 height accuracy estimate available here.
 JZ2417
 JZ2417.Click photographs - Photos may exist for this station.
 JZ2417
 JZ2417.The dynamic height is computed by dividing the NAVD 88
 JZ2417.geopotential number by the normal gravity value computed on the
 JZ2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2417.degrees latitude (g = 980.6199 gals.).
 JZ2417
 JZ2417.The modeled gravity was interpolated from observed gravity values.
 JZ2417
 JZ2417;                    North         East    Units  Estimated Accuracy
 JZ2417;SPC IN E     -   476,450.       95,258.      MT  (+/- 10 meters HH2 GPS)
 JZ2417
 JZ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0983477486(NAD 83)
 JZ2417
 JZ2417                          SUPERSEDED SURVEY CONTROL
 JZ2417
 JZ2417  NGVD 29 (??/??/92)  247.825  (m)          813.07   (f) ADJ UNCH    2 0
 JZ2417
 JZ2417.Superseded values are not recommended for survey control.
 JZ2417
 JZ2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2417.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2417
 JZ2417_MARKER: DB = BENCH MARK DISK
 JZ2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2417_STAMPING: N 245 1947
 JZ2417_MARK LOGO: CGS
 JZ2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2417+STABILITY: SURFACE MOTION
 JZ2417
 JZ2417  HISTORY     - Date     Condition        Report By
 JZ2417  HISTORY     - 1947     MONUMENTED       CGS
 JZ2417  HISTORY     - 20130417 POOR             INDNR
 JZ2417
 JZ2417                          STATION DESCRIPTION
 JZ2417
 JZ2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2417'3.6 MI NE FROM SHELBYVILLE.
 JZ2417'ABOUT 3.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2417'THE STATION AT SHELBYVILLE, THENCE 0.4 MILE NORTH AND 0.2 MILE
 JZ2417'WEST ALONG A GRAVEL ROAD, AT THE ENTRANCE TO SHELBYVILLE AIRPORT,
 JZ2417'76.5 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 JZ2417'OFFICE AND HANGAR BUILDING, 22.5 FEET SOUTH OF THE CENTER LINE
 JZ2417'OF THE EAST-WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF THE
 JZ2417'DRIVEWAY TO THE OFFICE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 JZ2417'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2417'POST PROJECTING ABOUT 3 INCHES.
 JZ2417
 JZ2417                          STATION RECOVERY (2013)
 JZ2417
 JZ2417'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2417'MONUMENT IS IN A DITCH AND IS LEANING AT SIGNIFICANT ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1102 ***********************************************************************
 LA1102  DESIGNATION -  N 246
 LA1102  PID         -  LA1102
 LA1102  STATE/COUNTY-  IN/RANDOLPH
 LA1102  COUNTRY     -  US
 LA1102  USGS QUAD   -  MODOC (2019)
 LA1102
 LA1102                         *CURRENT SURVEY CONTROL
 LA1102  ______________________________________________________________________
 LA1102* NAD 83(1986) POSITION- 40 05 31.1    (N) 085 07 36.7    (W)   HD_HELD2
 LA1102* NAVD 88 ORTHO HEIGHT -   344.061 (meters)     1128.81  (feet) ADJUSTED
 LA1102  ______________________________________________________________________
 LA1102  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 LA1102  DYNAMIC HEIGHT  -        343.874 (meters)     1128.19  (feet) COMP
 LA1102  MODELED GRAVITY -    980,074.1   (mgal)                       NAVD 88
 LA1102
 LA1102  VERT ORDER      -  SECOND    CLASS 0
 LA1102
 LA1102.The horizontal coordinates were established by autonomous hand held GPS
 LA1102.observations and have an estimated accuracy of +/- 10 meters.
 LA1102
 LA1102.The orthometric height was determined by differential leveling and
 LA1102.adjusted by the NATIONAL GEODETIC SURVEY
 LA1102.in June 1991.
 LA1102
 LA1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1102.GEOID18 height accuracy estimate available here.
 LA1102
 LA1102.Click photographs - Photos may exist for this station.
 LA1102
 LA1102.The dynamic height is computed by dividing the NAVD 88
 LA1102.geopotential number by the normal gravity value computed on the
 LA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1102.degrees latitude (g = 980.6199 gals.).
 LA1102
 LA1102.The modeled gravity was interpolated from observed gravity values.
 LA1102
 LA1102;                    North         East    Units  Estimated Accuracy
 LA1102;SPC IN E     -   537,869.      146,033.      MT  (+/- 10 meters HH2 GPS)
 LA1102
 LA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5968039646(NAD 83)
 LA1102
 LA1102                          SUPERSEDED SURVEY CONTROL
 LA1102
 LA1102  NGVD 29 (??/??/92)  344.198  (m)         1129.26   (f) ADJ UNCH    2 0
 LA1102
 LA1102.Superseded values are not recommended for survey control.
 LA1102
 LA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1102.See file dsdata.pdf to determine how the superseded data were derived.
 LA1102
 LA1102_MARKER: DB = BENCH MARK DISK
 LA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1102_STAMPING: N 246 1947
 LA1102_MARK LOGO: CGS
 LA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1102+STABILITY: SURFACE MOTION
 LA1102
 LA1102  HISTORY     - Date     Condition        Report By
 LA1102  HISTORY     - 1947     MONUMENTED       CGS
 LA1102  HISTORY     - 1987     GOOD             LOCSUR
 LA1102  HISTORY     - 20031022 GOOD             INDIV
 LA1102
 LA1102                          STATION DESCRIPTION
 LA1102
 LA1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1102'3 MI N FROM MODOC.
 LA1102'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA1102'OF U.S. HIGHWAY 36 AT MODOC, ABOUT 0.5 MILE NORTH OF A CHURCH,
 LA1102'0.2 MILE NORTH OF AN OLD CEMETERY, AT A JOGGED CROSS ROAD, 64
 LA1102'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE
 LA1102'CENTER LINE OF THE ROAD EAST, 5 FEET WEST OF A WHITE WOODEN
 LA1102'WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE
 LA1102'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1102
 LA1102                          STATION RECOVERY (1987)
 LA1102
 LA1102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CM)
 LA1102'RECOVERED IN GOOD CONDITION.
 LA1102
 LA1102                          STATION RECOVERY (2003)
 LA1102
 LA1102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KW)
 LA1102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1128 ***********************************************************************
 LA1128  DESIGNATION -  N 247
 LA1128  PID         -  LA1128
 LA1128  STATE/COUNTY-  IN/HENRY
 LA1128  COUNTRY     -  US
 LA1128  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1128
 LA1128                         *CURRENT SURVEY CONTROL
 LA1128  ______________________________________________________________________
 LA1128* NAD 83(1986) POSITION- 40 02 50.     (N) 085 26 33.     (W)   SCALED
 LA1128* NAVD 88 ORTHO HEIGHT -   312.253 (meters)     1024.45  (feet) ADJUSTED
 LA1128  ______________________________________________________________________
 LA1128  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 LA1128  DYNAMIC HEIGHT  -        312.083 (meters)     1023.89  (feet) COMP
 LA1128  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 LA1128
 LA1128  VERT ORDER      -  SECOND    CLASS 0
 LA1128
 LA1128.The horizontal coordinates were scaled from a map and have
 LA1128.an estimated accuracy of +/- 6 seconds.
 LA1128
 LA1128.The orthometric height was determined by differential leveling and
 LA1128.adjusted by the NATIONAL GEODETIC SURVEY
 LA1128.in June 1991.
 LA1128
 LA1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1128.GEOID18 height accuracy estimate available here.
 LA1128
 LA1128.Click photographs - Photos may exist for this station.
 LA1128
 LA1128.The dynamic height is computed by dividing the NAVD 88
 LA1128.geopotential number by the normal gravity value computed on the
 LA1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1128.degrees latitude (g = 980.6199 gals.).
 LA1128
 LA1128.The modeled gravity was interpolated from observed gravity values.
 LA1128
 LA1128;                    North         East    Units  Estimated Accuracy
 LA1128;SPC IN E     -   532,790.      119,130.      MT  (+/- 180 meters Scaled)
 LA1128
 LA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK328341(NAD 83)
 LA1128
 LA1128                          SUPERSEDED SURVEY CONTROL
 LA1128
 LA1128  NGVD 29 (??/??/92)  312.385  (m)         1024.88   (f) ADJ UNCH    2 0
 LA1128
 LA1128.Superseded values are not recommended for survey control.
 LA1128
 LA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1128.See file dsdata.pdf to determine how the superseded data were derived.
 LA1128
 LA1128_MARKER: DB = BENCH MARK DISK
 LA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1128_STAMPING: N 247 1947
 LA1128_MARK LOGO: CGS
 LA1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1128+STABILITY: SURFACE MOTION
 LA1128
 LA1128  HISTORY     - Date     Condition        Report By
 LA1128  HISTORY     - 1947     MONUMENTED       CGS
 LA1128
 LA1128                          STATION DESCRIPTION
 LA1128
 LA1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1128'2.8 MI W FROM SPRINGPORT.
 LA1128'ABOUT 2.8 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1128'AT SPRINGPORT, AT THE JUNCTION OF A NORTH-SOUTH ROAD, 20 FEET
 LA1128'WEST OF THE CENTER LINE OF THE NORTH-SOUTH BLACK TOP ROAD, ABOUT
 LA1128'IN LINE WITH THE CENTER LINE OF THE ROAD EAST, 5 FEET WEST OF
 LA1128'A FENCE CORNER POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 LA1128'ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1128'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1689 ***********************************************************************
 JZ1689  DESIGNATION -  N 248
 JZ1689  PID         -  JZ1689
 JZ1689  STATE/COUNTY-  IN/HENRY
 JZ1689  COUNTRY     -  US
 JZ1689  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1689
 JZ1689                         *CURRENT SURVEY CONTROL
 JZ1689  ______________________________________________________________________
 JZ1689* NAD 83(1986) POSITION- 39 58 31.     (N) 085 28 51.     (W)   SCALED
 JZ1689* NAVD 88 ORTHO HEIGHT -   325.777 (meters)     1068.82  (feet) ADJUSTED
 JZ1689  ______________________________________________________________________
 JZ1689  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JZ1689  DYNAMIC HEIGHT  -        325.597 (meters)     1068.23  (feet) COMP
 JZ1689  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 JZ1689
 JZ1689  VERT ORDER      -  SECOND    CLASS 0
 JZ1689
 JZ1689.The horizontal coordinates were scaled from a map and have
 JZ1689.an estimated accuracy of +/- 6 seconds.
 JZ1689
 JZ1689.The orthometric height was determined by differential leveling and
 JZ1689.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1689.in June 1991.
 JZ1689
 JZ1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1689.GEOID18 height accuracy estimate available here.
 JZ1689
 JZ1689.Click photographs - Photos may exist for this station.
 JZ1689
 JZ1689.The dynamic height is computed by dividing the NAVD 88
 JZ1689.geopotential number by the normal gravity value computed on the
 JZ1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1689.degrees latitude (g = 980.6199 gals.).
 JZ1689
 JZ1689.The modeled gravity was interpolated from observed gravity values.
 JZ1689
 JZ1689;                    North         East    Units  Estimated Accuracy
 JZ1689;SPC IN E     -   524,790.      115,870.      MT  (+/- 180 meters Scaled)
 JZ1689
 JZ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297261(NAD 83)
 JZ1689
 JZ1689                          SUPERSEDED SURVEY CONTROL
 JZ1689
 JZ1689  NGVD 29 (??/??/92)  325.904  (m)         1069.24   (f) ADJ UNCH    2 0
 JZ1689
 JZ1689.Superseded values are not recommended for survey control.
 JZ1689
 JZ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1689.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1689
 JZ1689_MARKER: DB = BENCH MARK DISK
 JZ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1689_STAMPING: N 248 1947
 JZ1689_MARK LOGO: CGS
 JZ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1689+STABILITY: SURFACE MOTION
 JZ1689
 JZ1689  HISTORY     - Date     Condition        Report By
 JZ1689  HISTORY     - 1947     MONUMENTED       CGS
 JZ1689
 JZ1689                          STATION DESCRIPTION
 JZ1689
 JZ1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1689'2 MI NE FROM CADIZ.
 JZ1689'ABOUT 0.7 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MAIN
 JZ1689'CROSSROADS AT CADIZ, THENCE ABOUT 0.25 MILE EAST AND 1.0 MILE
 JZ1689'NORTH ALONG BLACK TOP ROAD, AT THE JUNCTION OF A ROAD LEADING
 JZ1689'WEST, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 JZ1689'SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD WEST, 13.5 FEET
 JZ1689'NORTH OF A TELEPHONE POLE, 20 FEET SOUTH OF THE CENTER LINE OF
 JZ1689'A PRIVATE ROAD INTO A FIELD, 1 FOOT ABOVE THE ROAD AND SET IN THE
 JZ1689'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1139 ***********************************************************************
 LA1139  DESIGNATION -  N 249
 LA1139  PID         -  LA1139
 LA1139  STATE/COUNTY-  IN/DELAWARE
 LA1139  COUNTRY     -  US
 LA1139  USGS QUAD   -  MODOC (2019)
 LA1139
 LA1139                         *CURRENT SURVEY CONTROL
 LA1139  ______________________________________________________________________
 LA1139* NAD 83(1986) POSITION- 40 05 27.     (N) 085 14 16.     (W)   SCALED
 LA1139* NAVD 88 ORTHO HEIGHT -   320.937 (meters)     1052.94  (feet) ADJUSTED
 LA1139  ______________________________________________________________________
 LA1139  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 LA1139  DYNAMIC HEIGHT  -        320.762 (meters)     1052.37  (feet) COMP
 LA1139  MODELED GRAVITY -    980,074.0   (mgal)                       NAVD 88
 LA1139
 LA1139  VERT ORDER      -  SECOND    CLASS 0
 LA1139
 LA1139.The horizontal coordinates were scaled from a map and have
 LA1139.an estimated accuracy of +/- 6 seconds.
 LA1139
 LA1139.The orthometric height was determined by differential leveling and
 LA1139.adjusted by the NATIONAL GEODETIC SURVEY
 LA1139.in June 1991.
 LA1139
 LA1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1139.GEOID18 height accuracy estimate available here.
 LA1139
 LA1139.Click photographs - Photos may exist for this station.
 LA1139
 LA1139.The dynamic height is computed by dividing the NAVD 88
 LA1139.geopotential number by the normal gravity value computed on the
 LA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1139.degrees latitude (g = 980.6199 gals.).
 LA1139
 LA1139.The modeled gravity was interpolated from observed gravity values.
 LA1139
 LA1139;                    North         East    Units  Estimated Accuracy
 LA1139;SPC IN E     -   537,690.      136,580.      MT  (+/- 180 meters Scaled)
 LA1139
 LA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK502393(NAD 83)
 LA1139
 LA1139                          SUPERSEDED SURVEY CONTROL
 LA1139
 LA1139  NGVD 29 (??/??/92)  321.073  (m)         1053.39   (f) ADJ UNCH    2 0
 LA1139
 LA1139.Superseded values are not recommended for survey control.
 LA1139
 LA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1139.See file dsdata.pdf to determine how the superseded data were derived.
 LA1139
 LA1139_MARKER: DB = BENCH MARK DISK
 LA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1139_STAMPING: N 249 1947
 LA1139_MARK LOGO: CGS
 LA1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1139+STABILITY: SURFACE MOTION
 LA1139
 LA1139  HISTORY     - Date     Condition        Report By
 LA1139  HISTORY     - 1947     MONUMENTED       CGS
 LA1139
 LA1139                          STATION DESCRIPTION
 LA1139
 LA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1139'2.2 MI N FROM BLOUNTSVILLE.
 LA1139'ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL
 LA1139'BUILDING AT BLOUNTSVILLE, AT THE T JUNCTION WITH AN EAST-WEST
 LA1139'ROAD, IN THE SOUTHEAST ANGLE OF THE JUNCTION, 48 FEET EAST OF THE
 LA1139'CENTER LINE OF THE ROAD LEADING SOUTH, 13 FEET SOUTH OF THE
 LA1139'CENTER LINE OF THE EAST-WEST ROAD, 18 FEET EAST OF A FENCE
 LA1139'CORNER, 1 FOOT NORTH OF A FENCE LINE, 5 FEET WEST OF A TELEPHONE
 LA1139'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA1139'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1139'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0333 ***********************************************************************
 ME0333  DESIGNATION -  N 25
 ME0333  PID         -  ME0333
 ME0333  STATE/COUNTY-  IN/FULTON
 ME0333  COUNTRY     -  US
 ME0333  USGS QUAD   -  KEWANNA (2019)
 ME0333
 ME0333                         *CURRENT SURVEY CONTROL
 ME0333  ______________________________________________________________________
 ME0333* NAD 83(1986) POSITION- 41 01 18.     (N) 086 24 33.     (W)   SCALED
 ME0333* NAVD 88 ORTHO HEIGHT -   235.929 (meters)      774.04  (feet) ADJUSTED
 ME0333  ______________________________________________________________________
 ME0333  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 ME0333  DYNAMIC HEIGHT  -        235.829 (meters)      773.72  (feet) COMP
 ME0333  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 ME0333
 ME0333  VERT ORDER      -  SECOND    CLASS 0
 ME0333
 ME0333.The horizontal coordinates were scaled from a map and have
 ME0333.an estimated accuracy of +/- 6 seconds.
 ME0333
 ME0333.The orthometric height was determined by differential leveling and
 ME0333.adjusted by the NATIONAL GEODETIC SURVEY
 ME0333.in June 1991.
 ME0333
 ME0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0333.GEOID18 height accuracy estimate available here.
 ME0333
 ME0333.Click photographs - Photos may exist for this station.
 ME0333
 ME0333.The dynamic height is computed by dividing the NAVD 88
 ME0333.geopotential number by the normal gravity value computed on the
 ME0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0333.degrees latitude (g = 980.6199 gals.).
 ME0333
 ME0333.The modeled gravity was interpolated from observed gravity values.
 ME0333
 ME0333;                    North         East    Units  Estimated Accuracy
 ME0333;SPC IN E     -   641,230.       37,550.      MT  (+/- 180 meters Scaled)
 ME0333
 ME0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL496413(NAD 83)
 ME0333
 ME0333                          SUPERSEDED SURVEY CONTROL
 ME0333
 ME0333  NGVD 29 (??/??/92)  236.053  (m)          774.45   (f) ADJ UNCH    2 0
 ME0333
 ME0333.Superseded values are not recommended for survey control.
 ME0333
 ME0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0333.See file dsdata.pdf to determine how the superseded data were derived.
 ME0333
 ME0333_MARKER: DB = BENCH MARK DISK
 ME0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0333_STAMPING: N 25 1934
 ME0333_MARK LOGO: CGS
 ME0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0333+STABILITY: SURFACE MOTION
 ME0333
 ME0333  HISTORY     - Date     Condition        Report By
 ME0333  HISTORY     - 1934     MONUMENTED       CGS
 ME0333  HISTORY     - 1946     GOOD             CGS
 ME0333
 ME0333                          STATION DESCRIPTION
 ME0333
 ME0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0333'AT KEWANNA.
 ME0333'AT KEWANNA, IN THE SOUTHWEST QUARTER OF THE CROSSING OF THE
 ME0333'PENNSYLVANIA RAILROAD AND THE CHESAPEAKE AND OHIO RAILWAY,
 ME0333'180 FEET SOUTH OF THE SOUTH RAIL OF THE C. AND O. RY. TRACK, 21 FEET
 ME0333'WEST OF THE WEST RAIL OF THE P.R.R. TRACK, 82 FEET NORTHWEST
 ME0333'AND ACROSS THE P.R.R. TRACK FROM MILEPOST 135, 25 FEET EAST OF
 ME0333'THE EAST RAIL OF A SPUR TRACK CONNECTING THE TWO TRACKS, 30 FEET
 ME0333'SOUTHEAST OF THE SOUTHEAST CORNER OF A TOOL HOUSE, 2 FEET NORTH
 ME0333'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND
 ME0333'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1430 ***********************************************************************
 LA1430  DESIGNATION -  N 250
 LA1430  PID         -  LA1430
 LA1430  STATE/COUNTY-  IN/MADISON
 LA1430  COUNTRY     -  US
 LA1430  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1430
 LA1430                         *CURRENT SURVEY CONTROL
 LA1430  ______________________________________________________________________
 LA1430* NAD 83(1986) POSITION- 40 05 29.     (N) 085 43 48.     (W)   SCALED
 LA1430* NAVD 88 ORTHO HEIGHT -   266.517 (meters)      874.40  (feet) ADJUSTED
 LA1430  ______________________________________________________________________
 LA1430  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 LA1430  DYNAMIC HEIGHT  -        266.370 (meters)      873.92  (feet) COMP
 LA1430  MODELED GRAVITY -    980,069.7   (mgal)                       NAVD 88
 LA1430
 LA1430  VERT ORDER      -  SECOND    CLASS 0
 LA1430
 LA1430.The horizontal coordinates were scaled from a map and have
 LA1430.an estimated accuracy of +/- 6 seconds.
 LA1430
 LA1430.The orthometric height was determined by differential leveling and
 LA1430.adjusted by the NATIONAL GEODETIC SURVEY
 LA1430.in June 1991.
 LA1430
 LA1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1430.GEOID18 height accuracy estimate available here.
 LA1430
 LA1430.Click photographs - Photos may exist for this station.
 LA1430
 LA1430.The dynamic height is computed by dividing the NAVD 88
 LA1430.geopotential number by the normal gravity value computed on the
 LA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1430.degrees latitude (g = 980.6199 gals.).
 LA1430
 LA1430.The modeled gravity was interpolated from observed gravity values.
 LA1430
 LA1430;                    North         East    Units  Estimated Accuracy
 LA1430;SPC IN E     -   537,670.       94,600.      MT  (+/- 180 meters Scaled)
 LA1430
 LA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK082386(NAD 83)
 LA1430
 LA1430                          SUPERSEDED SURVEY CONTROL
 LA1430
 LA1430  NGVD 29 (??/??/92)  266.652  (m)          874.84   (f) ADJ UNCH    2 0
 LA1430
 LA1430.Superseded values are not recommended for survey control.
 LA1430
 LA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1430.See file dsdata.pdf to determine how the superseded data were derived.
 LA1430
 LA1430_MARKER: DB = BENCH MARK DISK
 LA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1430_STAMPING: N 250 1947
 LA1430_MARK LOGO: CGS
 LA1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1430+STABILITY: SURFACE MOTION
 LA1430
 LA1430  HISTORY     - Date     Condition        Report By
 LA1430  HISTORY     - 1947     MONUMENTED       CGS
 LA1430
 LA1430                          STATION DESCRIPTION
 LA1430
 LA1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1430'2.8 MI W FROM ANDERSON.
 LA1430'ABOUT 2.75 MILES WEST ALONG THE CENTRAL INDIANA RAILROAD FROM THE
 LA1430'MERIDIAN STREET STATION AT ANDERSON, ABOUT 0.3 MILE EAST OF AN
 LA1430'EAST-WEST PAVED ROAD CROSSING, AT A NORTH-SOUTH GRAVEL ROAD
 LA1430'CROSSING, 15.7 FEET NORTH OF THE NORTH RAIL, 28 FEET EAST OF THE
 LA1430'CENTER LINE OF THE GRAVEL ROAD, 11 FEET EAST OF A FENCE CORNER,
 LA1430'1.8 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 LA1430'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 LA1430'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1635 ***********************************************************************
 JZ1635  DESIGNATION -  N 251
 JZ1635  PID         -  JZ1635
 JZ1635  STATE/COUNTY-  IN/HENRY
 JZ1635  COUNTRY     -  US
 JZ1635  USGS QUAD   -  DUNREITH (2019)
 JZ1635
 JZ1635                         *CURRENT SURVEY CONTROL
 JZ1635  ______________________________________________________________________
 JZ1635* NAD 83(1986) POSITION- 39 49 04.     (N) 085 26 03.     (W)   SCALED
 JZ1635* NAVD 88 ORTHO HEIGHT -   320.551 (meters)     1051.67  (feet) ADJUSTED
 JZ1635  ______________________________________________________________________
 JZ1635  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 JZ1635  DYNAMIC HEIGHT  -        320.368 (meters)     1051.07  (feet) COMP
 JZ1635  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 JZ1635
 JZ1635  VERT ORDER      -  SECOND    CLASS 0
 JZ1635
 JZ1635.The horizontal coordinates were scaled from a map and have
 JZ1635.an estimated accuracy of +/- 6 seconds.
 JZ1635
 JZ1635.The orthometric height was determined by differential leveling and
 JZ1635.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1635.in June 1991.
 JZ1635
 JZ1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1635.GEOID18 height accuracy estimate available here.
 JZ1635
 JZ1635.Click photographs - Photos may exist for this station.
 JZ1635
 JZ1635.The dynamic height is computed by dividing the NAVD 88
 JZ1635.geopotential number by the normal gravity value computed on the
 JZ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1635.degrees latitude (g = 980.6199 gals.).
 JZ1635
 JZ1635.The modeled gravity was interpolated from observed gravity values.
 JZ1635
 JZ1635;                    North         East    Units  Estimated Accuracy
 JZ1635;SPC IN E     -   507,310.      119,910.      MT  (+/- 180 meters Scaled)
 JZ1635
 JZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340087(NAD 83)
 JZ1635
 JZ1635                          SUPERSEDED SURVEY CONTROL
 JZ1635
 JZ1635  NGVD 29 (??/??/92)  320.679  (m)         1052.09   (f) ADJ UNCH    2 0
 JZ1635
 JZ1635.Superseded values are not recommended for survey control.
 JZ1635
 JZ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1635.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1635
 JZ1635_MARKER: DB = BENCH MARK DISK
 JZ1635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1635_SP_SET: CULVERT HEADWALL
 JZ1635_STAMPING: N 251 1947
 JZ1635_MARK LOGO: CGS
 JZ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1635+STABILITY: SURFACE MOTION
 JZ1635
 JZ1635  HISTORY     - Date     Condition        Report By
 JZ1635  HISTORY     - 1947     MONUMENTED       CGS
 JZ1635
 JZ1635                          STATION DESCRIPTION
 JZ1635
 JZ1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1635'1.3 MI S FROM SPICELAND.
 JZ1635'ABOUT 1.3 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE NEW YORK,
 JZ1635'CHICAGO AND ST. LOUIS RAILROAD STATION AT SPICELAND, 0.35 MILE
 JZ1635'SOUTH OF A CROSS ROAD, 0.15 MILE NORTH OF A CROSSROAD, IN THE
 JZ1635'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF AN 18-INCH
 JZ1635'PIPE CULVERT, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 JZ1635'AND ABOUT LEVEL WITH THE PAVEMENT.  NOTE-- THIS MARK IS ABOUT
 JZ1635'1.65 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE OVERPASS OVER
 JZ1635'U.S. HIGHWAY 40 AT DUNREITH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2430 ***********************************************************************
 JZ2430  DESIGNATION -  N 252
 JZ2430  PID         -  JZ2430
 JZ2430  STATE/COUNTY-  IN/HENRY
 JZ2430  COUNTRY     -  US
 JZ2430  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2430
 JZ2430                         *CURRENT SURVEY CONTROL
 JZ2430  ______________________________________________________________________
 JZ2430* NAD 83(1986) POSITION- 39 47 46.     (N) 085 31 08.     (W)   SCALED
 JZ2430* NAVD 88 ORTHO HEIGHT -   276.372 (meters)      906.73  (feet) ADJUSTED
 JZ2430  ______________________________________________________________________
 JZ2430  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 JZ2430  DYNAMIC HEIGHT  -        276.214 (meters)      906.21  (feet) COMP
 JZ2430  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 JZ2430
 JZ2430  VERT ORDER      -  SECOND    CLASS 0
 JZ2430
 JZ2430.The horizontal coordinates were scaled from a map and have
 JZ2430.an estimated accuracy of +/- 6 seconds.
 JZ2430
 JZ2430.The orthometric height was determined by differential leveling and
 JZ2430.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2430.in June 1991.
 JZ2430
 JZ2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2430.GEOID18 height accuracy estimate available here.
 JZ2430
 JZ2430.Click photographs - Photos may exist for this station.
 JZ2430
 JZ2430.The dynamic height is computed by dividing the NAVD 88
 JZ2430.geopotential number by the normal gravity value computed on the
 JZ2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2430.degrees latitude (g = 980.6199 gals.).
 JZ2430
 JZ2430.The modeled gravity was interpolated from observed gravity values.
 JZ2430
 JZ2430;                    North         East    Units  Estimated Accuracy
 JZ2430;SPC IN E     -   504,890.      112,660.      MT  (+/- 180 meters Scaled)
 JZ2430
 JZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK268061(NAD 83)
 JZ2430
 JZ2430                          SUPERSEDED SURVEY CONTROL
 JZ2430
 JZ2430  NGVD 29 (??/??/92)  276.500  (m)          907.15   (f) ADJ UNCH    2 0
 JZ2430
 JZ2430.Superseded values are not recommended for survey control.
 JZ2430
 JZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2430.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2430
 JZ2430_MARKER: DB = BENCH MARK DISK
 JZ2430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2430_SP_SET: BRIDGE
 JZ2430_STAMPING: N 252 1947
 JZ2430_MARK LOGO: CGS
 JZ2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2430
 JZ2430  HISTORY     - Date     Condition        Report By
 JZ2430  HISTORY     - 1947     MONUMENTED       CGS
 JZ2430
 JZ2430                          STATION DESCRIPTION
 JZ2430
 JZ2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2430'0.4 MI E FROM KNIGHTSTOWN.
 JZ2430'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC
 JZ2430'LIBRARY AT KNIGHTSTOWN, NEAR THE EAST CITY LIMITS, IN THE TOP
 JZ2430'OF THE EAST END OF THE SOUTH CONCRETE BANISTER OF A 185-FOOT
 JZ2430'CONCRETE BRIDGE OVER BLUE RIVER, 24 FEET WEST OF THE EAST END
 JZ2430'OF THE BANISTER, 29 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE
 JZ2430'FLOOR, AND ABOUT 3 FEET ABOVE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1542 ***********************************************************************
 JZ1542  DESIGNATION -  N 253
 JZ1542  PID         -  JZ1542
 JZ1542  STATE/COUNTY-  IN/HENRY
 JZ1542  COUNTRY     -  US
 JZ1542  USGS QUAD   -  LEWISVILLE (2019)
 JZ1542
 JZ1542                         *CURRENT SURVEY CONTROL
 JZ1542  ______________________________________________________________________
 JZ1542* NAD 83(1986) POSITION- 39 49 55.     (N) 085 15 46.     (W)   SCALED
 JZ1542* NAVD 88 ORTHO HEIGHT -   323.004 (meters)     1059.72  (feet) ADJUSTED
 JZ1542  ______________________________________________________________________
 JZ1542  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 JZ1542  DYNAMIC HEIGHT  -        322.817 (meters)     1059.11  (feet) COMP
 JZ1542  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 JZ1542
 JZ1542  VERT ORDER      -  SECOND    CLASS 0
 JZ1542
 JZ1542.The horizontal coordinates were scaled from a map and have
 JZ1542.an estimated accuracy of +/- 6 seconds.
 JZ1542
 JZ1542.The orthometric height was determined by differential leveling and
 JZ1542.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1542.in June 1991.
 JZ1542
 JZ1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1542.GEOID18 height accuracy estimate available here.
 JZ1542
 JZ1542.Click photographs - Photos may exist for this station.
 JZ1542
 JZ1542.The dynamic height is computed by dividing the NAVD 88
 JZ1542.geopotential number by the normal gravity value computed on the
 JZ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1542.degrees latitude (g = 980.6199 gals.).
 JZ1542
 JZ1542.The modeled gravity was interpolated from observed gravity values.
 JZ1542
 JZ1542;                    North         East    Units  Estimated Accuracy
 JZ1542;SPC IN E     -   508,940.      134,570.      MT  (+/- 180 meters Scaled)
 JZ1542
 JZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486105(NAD 83)
 JZ1542
 JZ1542                          SUPERSEDED SURVEY CONTROL
 JZ1542
 JZ1542  NGVD 29 (??/??/92)  323.14   (m)         1060.2    (f) COMPUTED    2 0
 JZ1542
 JZ1542.Superseded values are not recommended for survey control.
 JZ1542
 JZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1542.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1542
 JZ1542_MARKER: DB = BENCH MARK DISK
 JZ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1542_STAMPING: N 253 1947
 JZ1542_MARK LOGO: CGS
 JZ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1542+STABILITY: SURFACE MOTION
 JZ1542
 JZ1542  HISTORY     - Date     Condition        Report By
 JZ1542  HISTORY     - 1947     MONUMENTED       CGS
 JZ1542
 JZ1542                          STATION DESCRIPTION
 JZ1542
 JZ1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1542'2.2 MI S FROM NEW LISBON.
 JZ1542'ABOUT 2.2 MILES SOUTH ALONG A PAVED ROAD FROM THE NEW YORK,
 JZ1542'CHICAGO AND ST. LOUIS RAILROAD STATION AT NEW LISBON, IN THE
 JZ1542'NORTHWEST QUARTER OF AN EAST-WEST GRAVEL ROAD INTERSECTION, 44
 JZ1542'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET
 JZ1542'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.3 FEET SOUTH
 JZ1542'OF A WIRE FENCE, 24 FEET WEST OF A CONCRETE FENCE CORNER, 2 FEET
 JZ1542'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1542'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1543 ***********************************************************************
 JZ1543  DESIGNATION -  N 253 RESET
 JZ1543  PID         -  JZ1543
 JZ1543  STATE/COUNTY-  IN/HENRY
 JZ1543  COUNTRY     -  US
 JZ1543  USGS QUAD   -  LEWISVILLE (2019)
 JZ1543
 JZ1543                         *CURRENT SURVEY CONTROL
 JZ1543  ______________________________________________________________________
 JZ1543* NAD 83(1986) POSITION- 39 49 55.     (N) 085 15 46.     (W)   SCALED
 JZ1543* NAVD 88 ORTHO HEIGHT -   323.04  (meters)     1059.8   (feet) RESET
 JZ1543  ______________________________________________________________________
 JZ1543  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 JZ1543  VERT ORDER      -  THIRD
 JZ1543
 JZ1543.The horizontal coordinates were scaled from a map and have
 JZ1543.an estimated accuracy of +/- 6 seconds.
 JZ1543
 JZ1543.The orthometric height was computed from unverified reset data.
 JZ1543
 JZ1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1543.GEOID18 height accuracy estimate available here.
 JZ1543
 JZ1543.Click photographs - Photos may exist for this station.
 JZ1543
 JZ1543;                    North         East    Units  Estimated Accuracy
 JZ1543;SPC IN E     -   508,940.      134,570.      MT  (+/- 180 meters Scaled)
 JZ1543
 JZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486105(NAD 83)
 JZ1543
 JZ1543                          SUPERSEDED SURVEY CONTROL
 JZ1543
 JZ1543.No superseded survey control is available for this station.
 JZ1543
 JZ1543_MARKER: DB = BENCH MARK DISK
 JZ1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1543_STAMPING: N 253 RESET 1957
 JZ1543_MARK LOGO: CGS
 JZ1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1543+STABILITY: SURFACE MOTION
 JZ1543
 JZ1543  HISTORY     - Date     Condition        Report By
 JZ1543  HISTORY     - 1957     MONUMENTED       USGS
 JZ1543
 JZ1543                          STATION DESCRIPTION
 JZ1543
 JZ1543'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JZ1543'2.2 MI S FROM NEW LISBON.
 JZ1543'2.2 MILES SOUTH ALONG A PAVED ROAD FROM THE NEW YORK, CHICAGO
 JZ1543'AND ST. LOUIS RAILROAD STATION AT NEW LISBON, IN THE NORTHWEST
 JZ1543'QUARTER OF AN EAST-WEST GRAVEL ROAD INTERSECTION, 44.5 FEET
 JZ1543'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 22.5 FEET NORTH
 JZ1543'OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET EAST OF A TELEPHONE
 JZ1543'POLE, 1.5 FEET SOUTH OF A FENCE LINE AND ABOUT LEVEL WITH THE
 JZ1543'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1574 ***********************************************************************
 JZ1574  DESIGNATION -  N 254
 JZ1574  PID         -  JZ1574
 JZ1574  STATE/COUNTY-  IN/WAYNE
 JZ1574  COUNTRY     -  US
 JZ1574  USGS QUAD   -  JACKSONBURG (2019)
 JZ1574
 JZ1574                         *CURRENT SURVEY CONTROL
 JZ1574  ______________________________________________________________________
 JZ1574* NAD 83(1986) POSITION- 39 52 25.88   (N) 085 06 31.41   (W)   HD_HELD1
 JZ1574* NAVD 88 ORTHO HEIGHT -   306.670 (meters)     1006.13  (feet) ADJUSTED
 JZ1574  ______________________________________________________________________
 JZ1574  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 JZ1574  DYNAMIC HEIGHT  -        306.495 (meters)     1005.56  (feet) COMP
 JZ1574  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 JZ1574
 JZ1574  VERT ORDER      -  SECOND    CLASS 0
 JZ1574
 JZ1574.The horizontal coordinates were determined by differentially corrected
 JZ1574.hand held GPS observations or other comparable positioning techniques
 JZ1574.and have an estimated accuracy of +/- 3 meters.
 JZ1574
 JZ1574.The orthometric height was determined by differential leveling and
 JZ1574.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1574.in June 1991.
 JZ1574
 JZ1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1574.GEOID18 height accuracy estimate available here.
 JZ1574
 JZ1574.Click photographs - Photos may exist for this station.
 JZ1574
 JZ1574.The dynamic height is computed by dividing the NAVD 88
 JZ1574.geopotential number by the normal gravity value computed on the
 JZ1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1574.degrees latitude (g = 980.6199 gals.).
 JZ1574
 JZ1574.The modeled gravity was interpolated from observed gravity values.
 JZ1574
 JZ1574;                    North         East    Units  Estimated Accuracy
 JZ1574;SPC IN E     -   513,660.8     147,730.9     MT  (+/- 3 meters HH1 GPS) 
 JZ1574
 JZ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6174015468(NAD 83)
 JZ1574
 JZ1574                          SUPERSEDED SURVEY CONTROL
 JZ1574
 JZ1574  NGVD 29 (??/??/92)  306.810  (m)         1006.59   (f) ADJ UNCH    2 0
 JZ1574
 JZ1574.Superseded values are not recommended for survey control.
 JZ1574
 JZ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1574.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1574
 JZ1574_MARKER: DB = BENCH MARK DISK
 JZ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1574_STAMPING: N 254 1947
 JZ1574_MARK LOGO: CGS
 JZ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1574+STABILITY: SURFACE MOTION
 JZ1574
 JZ1574  HISTORY     - Date     Condition        Report By
 JZ1574  HISTORY     - 1947     MONUMENTED       CGS
 JZ1574
 JZ1574                          STATION DESCRIPTION
 JZ1574
 JZ1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1574'1.7 MI N FROM JACKSONBURG.
 JZ1574'ABOUT 1.7 MILE NORTH ALONG A PAVED ROAD FROM THE CHRISTAIN CHURCH
 JZ1574'AT JACKSONBURG, ABOUT 0.3 MILE SOUTH OF THE STEEL BRIDGE OVER
 JZ1574'A CREEK, AT A CROSS ROAD, 51 FEET WEST OF THE CENTER LINE OF THE
 JZ1574'NORTH-SOUTH ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE
 JZ1574'EAST-WEST ROAD, 1.3 FEET SOUTH OF A WIRE FENCE LINE, 32 FEET
 JZ1574'WEST OF A FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1574'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ1574'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1201 ***********************************************************************
 JZ1201  DESIGNATION -  N 255
 JZ1201  PID         -  JZ1201
 JZ1201  STATE/COUNTY-  IN/WAYNE
 JZ1201  COUNTRY     -  US
 JZ1201  USGS QUAD   -  RICHMOND (2019)
 JZ1201
 JZ1201                         *CURRENT SURVEY CONTROL
 JZ1201  ______________________________________________________________________
 JZ1201* NAD 83(1986) POSITION- 39 46 47.     (N) 084 58 41.     (W)   SCALED
 JZ1201* NAVD 88 ORTHO HEIGHT -   323.432 (meters)     1061.13  (feet) ADJUSTED
 JZ1201  ______________________________________________________________________
 JZ1201  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 JZ1201  DYNAMIC HEIGHT  -        323.245 (meters)     1060.51  (feet) COMP
 JZ1201  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 JZ1201
 JZ1201  VERT ORDER      -  SECOND    CLASS 0
 JZ1201
 JZ1201.The horizontal coordinates were scaled from a map and have
 JZ1201.an estimated accuracy of +/- 6 seconds.
 JZ1201
 JZ1201.The orthometric height was determined by differential leveling and
 JZ1201.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1201.in June 1991.
 JZ1201
 JZ1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1201.GEOID18 height accuracy estimate available here.
 JZ1201
 JZ1201.Click photographs - Photos may exist for this station.
 JZ1201
 JZ1201.The dynamic height is computed by dividing the NAVD 88
 JZ1201.geopotential number by the normal gravity value computed on the
 JZ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1201.degrees latitude (g = 980.6199 gals.).
 JZ1201
 JZ1201.The modeled gravity was interpolated from observed gravity values.
 JZ1201
 JZ1201;                    North         East    Units  Estimated Accuracy
 JZ1201;SPC IN E     -   503,290.      158,990.      MT  (+/- 180 meters Scaled)
 JZ1201
 JZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK731052(NAD 83)
 JZ1201
 JZ1201                          SUPERSEDED SURVEY CONTROL
 JZ1201
 JZ1201  NGVD 29 (??/??/92)  323.575  (m)         1061.60   (f) ADJ UNCH    2 0
 JZ1201
 JZ1201.Superseded values are not recommended for survey control.
 JZ1201
 JZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1201.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1201
 JZ1201_MARKER: DB = BENCH MARK DISK
 JZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1201_STAMPING: N 255 1967
 JZ1201_MARK LOGO: CGS
 JZ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1201+STABILITY: SURFACE MOTION
 JZ1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1201+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1201
 JZ1201  HISTORY     - Date     Condition        Report By
 JZ1201  HISTORY     - 1947     MONUMENTED       CGS
 JZ1201  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1201
 JZ1201                          STATION DESCRIPTION
 JZ1201
 JZ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1201'3.6 MI SE FROM CENTERVILLE.
 JZ1201'2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION WITH
 JZ1201'U.S. HIGHWAY 40 AT CENTERVILLE, THENCE 0.5 MILE EAST, 0.1 MILE
 JZ1201'SOUTH AND 0.45 MILE EAST AND NORTHEAST ALONG WINDING GRAVEL
 JZ1201'ROADS, AT THE SOUTHEAST CORNER OF THE YARD AT FRANK DARRAHS FARM
 JZ1201'HOUSE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 JZ1201'EAST OF CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 102 FEET
 JZ1201'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY CONCRETE BLOCK
 JZ1201'HOUSE, 3.5 FEET WEST OF THE YARD FENCE CORNER, 1 FOOT SOUTH
 JZ1201'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JZ1201'1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1201'PROJECTING ABOUT 3 INCHES.
 JZ1201
 JZ1201                          STATION RECOVERY (2003)
 JZ1201
 JZ1201'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1201'39 46.792 84 58.679 (22 FT ACCURACY)
 JZ1201'ALL ROADS ARE NOW PAVED.  THE HOUSE IS AT 5342 STUDY ROAD.  THE
 JZ1201'BENCHMARK IS 40 (NOT 14) FEET EAST OF THE CENTER LINE OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2300 ***********************************************************************
 JZ2300  DESIGNATION -  N 256
 JZ2300  PID         -  JZ2300
 JZ2300  STATE/COUNTY-  IN/DECATUR
 JZ2300  COUNTRY     -  US
 JZ2300  USGS QUAD   -  ADAMS (2019)
 JZ2300
 JZ2300                         *CURRENT SURVEY CONTROL
 JZ2300  ______________________________________________________________________
 JZ2300* NAD 83(1986) POSITION- 39 26 06.9    (N) 085 36 18.7    (W)   HD_HELD2
 JZ2300* NAVD 88 ORTHO HEIGHT -   270.217 (meters)      886.54  (feet) ADJUSTED
 JZ2300  ______________________________________________________________________
 JZ2300  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 JZ2300  DYNAMIC HEIGHT  -        270.052 (meters)      886.00  (feet) COMP
 JZ2300  MODELED GRAVITY -    980,011.2   (mgal)                       NAVD 88
 JZ2300
 JZ2300  VERT ORDER      -  FIRST     CLASS II
 JZ2300
 JZ2300.The horizontal coordinates were established by autonomous hand held GPS
 JZ2300.observations and have an estimated accuracy of +/- 10 meters.
 JZ2300
 JZ2300.The orthometric height was determined by differential leveling and
 JZ2300.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2300.in June 1991.
 JZ2300
 JZ2300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2300.GEOID18 height accuracy estimate available here.
 JZ2300
 JZ2300.Click photographs - Photos may exist for this station.
 JZ2300
 JZ2300.The dynamic height is computed by dividing the NAVD 88
 JZ2300.geopotential number by the normal gravity value computed on the
 JZ2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2300.degrees latitude (g = 980.6199 gals.).
 JZ2300
 JZ2300.The modeled gravity was interpolated from observed gravity values.
 JZ2300
 JZ2300;                    North         East    Units  Estimated Accuracy
 JZ2300;SPC IN E     -   464,818.      105,292.      MT  (+/- 10 meters HH2 GPS)
 JZ2300
 JZ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2003766006(NAD 83)
 JZ2300
 JZ2300                          SUPERSEDED SURVEY CONTROL
 JZ2300
 JZ2300  NGVD 29 (??/??/92)  270.331  (m)          886.91   (f) ADJ UNCH    1 2
 JZ2300
 JZ2300.Superseded values are not recommended for survey control.
 JZ2300
 JZ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2300.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2300
 JZ2300_MARKER: DB = BENCH MARK DISK
 JZ2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2300_STAMPING: N 256 1947
 JZ2300_MARK LOGO: CGS
 JZ2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2300+STABILITY: SURFACE MOTION
 JZ2300
 JZ2300  HISTORY     - Date     Condition        Report By
 JZ2300  HISTORY     - 1947     MONUMENTED       CGS
 JZ2300  HISTORY     - 1986     GOOD             NGS
 JZ2300
 JZ2300                          STATION DESCRIPTION
 JZ2300
 JZ2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2300'1.3 MI NE FROM ST PAUL.
 JZ2300'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 JZ2300'ST. OMER FROM THE SCHOOL AT ST. PAUL, ABOUT 0.45 MILE SOUTHWEST
 JZ2300'ALONG THE ST. PAUL ROAD FROM THE JUNCTION OF STATE HIGHWAY 29
 JZ2300'AT ST. OMER, ABOUT 0.1 MILE EAST OF A TURN IN THE ROAD WITH
 JZ2300'TANGENTS SOUTH AND EAST, ON THE NORTH SIDE OF THE ROAD AT TWO
 JZ2300'WHITE BARNS, 50 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 JZ2300'WEST BARN, 86 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 JZ2300'EAST BARN, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 64
 JZ2300'FEET WEST OF THE CENTER LINE OF THE WEST DRIVE TO THE BARN
 JZ2300'YARD, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 JZ2300'WOODEN WITNESS POST, 1/2-FOOT ABOVE THE ROAD AND SET IN THE
 JZ2300'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ2300
 JZ2300                          STATION RECOVERY (1986)
 JZ2300
 JZ2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1947 ***********************************************************************
 JZ1947  DESIGNATION -  N 258
 JZ1947  PID         -  JZ1947
 JZ1947  STATE/COUNTY-  IN/DECATUR
 JZ1947  COUNTRY     -  US
 JZ1947  USGS QUAD   -  CLARKSBURG (2019)
 JZ1947
 JZ1947                         *CURRENT SURVEY CONTROL
 JZ1947  ______________________________________________________________________
 JZ1947* NAD 83(1986) POSITION- 39 26 53.6    (N) 085 20 52.0    (W)   HD_HELD2
 JZ1947* NAVD 88 ORTHO HEIGHT -   319.977 (meters)     1049.79  (feet) ADJUSTED
 JZ1947  ______________________________________________________________________
 JZ1947  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JZ1947  DYNAMIC HEIGHT  -        319.780 (meters)     1049.14  (feet) COMP
 JZ1947  MODELED GRAVITY -    980,002.2   (mgal)                       NAVD 88
 JZ1947
 JZ1947  VERT ORDER      -  SECOND    CLASS 0
 JZ1947
 JZ1947.The horizontal coordinates were established by autonomous hand held GPS
 JZ1947.observations and have an estimated accuracy of +/- 10 meters.
 JZ1947
 JZ1947.The orthometric height was determined by differential leveling and
 JZ1947.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1947.in June 1991.
 JZ1947
 JZ1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1947.GEOID18 height accuracy estimate available here.
 JZ1947
 JZ1947.Click photographs - Photos may exist for this station.
 JZ1947
 JZ1947.The dynamic height is computed by dividing the NAVD 88
 JZ1947.geopotential number by the normal gravity value computed on the
 JZ1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1947.degrees latitude (g = 980.6199 gals.).
 JZ1947
 JZ1947.The modeled gravity was interpolated from observed gravity values.
 JZ1947
 JZ1947;                    North         East    Units  Estimated Accuracy
 JZ1947;SPC IN E     -   466,305.      127,448.      MT  (+/- 10 meters HH2 GPS)
 JZ1947
 JZ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4216567820(NAD 83)
 JZ1947
 JZ1947                          SUPERSEDED SURVEY CONTROL
 JZ1947
 JZ1947  NGVD 29 (??/??/92)  320.111  (m)         1050.23   (f) ADJ UNCH    2 0
 JZ1947
 JZ1947.Superseded values are not recommended for survey control.
 JZ1947
 JZ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1947.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1947
 JZ1947_MARKER: DB = BENCH MARK DISK
 JZ1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1947_STAMPING: N 258 1947
 JZ1947_MARK LOGO: CGS
 JZ1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1947+STABILITY: SURFACE MOTION
 JZ1947
 JZ1947  HISTORY     - Date     Condition        Report By
 JZ1947  HISTORY     - 1947     MONUMENTED       CGS
 JZ1947
 JZ1947                          STATION DESCRIPTION
 JZ1947
 JZ1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1947'1 MI N FROM CLARKSBURG.
 JZ1947'ABOUT 1.0 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1947'AT CLARKSBURG, ABOUT 0.35 MILE SOUTH OF THE RUSH-DECATUR COUNTY
 JZ1947'LINE, AT THE JUNCTION OF A DRIVEWAY LEADING WEST OF A FARM HOUSE
 JZ1947'ABOUT 0.25 MILE FROM THE ROAD, 18 FEET WEST OF THE CENTER LINE
 JZ1947'OF THE ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 6
 JZ1947'FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 JZ1947'1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ1947'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 JZ1947'A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1981 ***********************************************************************
 JZ1981  DESIGNATION -  N 259
 JZ1981  PID         -  JZ1981
 JZ1981  STATE/COUNTY-  IN/DECATUR
 JZ1981  COUNTRY     -  US
 JZ1981  USGS QUAD   -  NEW POINT (2019)
 JZ1981
 JZ1981                         *CURRENT SURVEY CONTROL
 JZ1981  ______________________________________________________________________
 JZ1981* NAD 83(2011) POSITION- 39 19 25.73802(N) 085 19 32.64811(W)   ADJUSTED
 JZ1981* NAD 83(2011) ELLIP HT-   265.901 (meters)        (06/27/12)   ADJUSTED
 JZ1981* NAD 83(2011) EPOCH   -  2010.00
 JZ1981* NAVD 88 ORTHO HEIGHT -   300.051 (meters)      984.42  (feet) ADJUSTED
 JZ1981  ______________________________________________________________________
 JZ1981  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 JZ1981  NAD 83(2011) X  -    402,632.419 (meters)                     COMP
 JZ1981  NAD 83(2011) Y  - -4,924,397.633 (meters)                     COMP
 JZ1981  NAD 83(2011) Z  -  4,020,359.534 (meters)                     COMP
 JZ1981  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 JZ1981  DYNAMIC HEIGHT  -        299.863 (meters)      983.80  (feet) COMP
 JZ1981  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 JZ1981
 JZ1981  VERT ORDER      -  FIRST     CLASS II
 JZ1981
 JZ1981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1981  Standards:
 JZ1981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1981  -------------------------------------------------------------------
 JZ1981  NETWORK    0.79   2.29           0.37   0.25   1.17     -0.10922099
 JZ1981  -------------------------------------------------------------------
 JZ1981  Click here for local accuracies and other accuracy information.
 JZ1981
 JZ1981.The horizontal coordinates were established by GPS observations
 JZ1981.and adjusted by the National Geodetic Survey in June 2012.
 JZ1981
 JZ1981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1981.been affixed to the stable North American tectonic plate. See 
 JZ1981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1981
 JZ1981.The horizontal coordinates are valid at the epoch date displayed above
 JZ1981.which is a decimal equivalence of Year/Month/Day.
 JZ1981
 JZ1981.The orthometric height was determined by differential leveling and
 JZ1981.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1981.in June 1991.
 JZ1981
 JZ1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1981.GEOID18 height accuracy estimate available here.
 JZ1981
 JZ1981.Click photographs - Photos may exist for this station.
 JZ1981
 JZ1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1981
 JZ1981.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1981
 JZ1981.The ellipsoidal height was determined by GPS observations
 JZ1981.and is referenced to NAD 83.
 JZ1981
 JZ1981.The dynamic height is computed by dividing the NAVD 88
 JZ1981.geopotential number by the normal gravity value computed on the
 JZ1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1981.degrees latitude (g = 980.6199 gals.).
 JZ1981
 JZ1981.The modeled gravity was interpolated from observed gravity values.
 JZ1981
 JZ1981. The following values were computed from the NAD 83(2011) position.
 JZ1981
 JZ1981;                    North         East     Units Scale Factor Converg.
 JZ1981;SPC IN E     -   452,500.123   129,397.599   MT  0.99997730   +0 12 57.8
 JZ1981;SPC IN E     - 1,484,577.49    424,531.96   sFT  0.99997730   +0 12 57.8
 JZ1981;UTM  16      - 4,354,048.239   644,318.443   MT  0.99985645   +1 03 40.2
 JZ1981
 JZ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1981!SPC IN E     -   0.99995828  x   0.99997730  =   0.99993559
 JZ1981!UTM  16      -   0.99995828  x   0.99985645  =   0.99981474
 JZ1981
 JZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4431854048(NAD 83)
 JZ1981
 JZ1981                          SUPERSEDED SURVEY CONTROL
 JZ1981
 JZ1981  NAD 83(2007)-  39 19 25.73811(N)    085 19 32.64896(W) AD(2002.00) 0
 JZ1981  ELLIP H (02/10/07)  265.922  (m)                       GP(2002.00)    
 JZ1981  NAD 83(1997)-  39 19 25.73833(N)    085 19 32.64876(W) AD(       ) B
 JZ1981  ELLIP H (03/12/99)  265.958  (m)                       GP(       ) 2 1
 JZ1981  NAVD 88             300.05   (m)          984.4    (f) LEVELING    3  
 JZ1981  NGVD 29 (??/??/92)  300.184  (m)          984.85   (f) ADJ UNCH    1 2
 JZ1981
 JZ1981.Superseded values are not recommended for survey control.
 JZ1981
 JZ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1981.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1981
 JZ1981_MARKER: DB = BENCH MARK DISK
 JZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1981_STAMPING: N 259 1947
 JZ1981_MARK LOGO: CGS
 JZ1981_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1981+STABILITY: SURFACE MOTION
 JZ1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1981+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2022
 JZ1981
 JZ1981  HISTORY     - Date     Condition        Report By
 JZ1981  HISTORY     - 1947     MONUMENTED       CGS
 JZ1981  HISTORY     - 1986     GOOD             NGS
 JZ1981  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1981  HISTORY     - 20160726 GOOD             INDOT
 JZ1981  HISTORY     - 20221209 GOOD             INDOT
 JZ1981
 JZ1981                          STATION DESCRIPTION
 JZ1981
 JZ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1981'AT ROSSBURG.
 JZ1981'AT ROSSBURG, ABOUT 0.1 MILE SOUTH OF THE CROSSROADS, AT THE
 JZ1981'ROSSBURG BAPTIST CHURCH AND CEMETERY, 91 FEET SOUTH-SOUTHWEST
 JZ1981'OF THE SOUTHWEST CORNER OF THE CHURCH, 43 FEET NORTH OF THE
 JZ1981'SOUTHWEST CORNER OF THE CEMETERY ON THE EAST SIDE OF THE
 JZ1981'ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST
 JZ1981'OF THE CEMETERY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 JZ1981'WITNESS POST, ABOUT 1/2-FOOT ABOVE THE ROAD AND SET IN THE TOP
 JZ1981'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 JZ1981'REACHED FROM THE SCHOOL AT NEW POINT BY GOING ABOUT 0.1 MILE
 JZ1981'EAST ALONG STATE HIGHWAY 46, THENCE ABOUT 0.9 MILE NORTH ALONG
 JZ1981'THE ROSSBURG ROAD.
 JZ1981
 JZ1981                          STATION RECOVERY (1986)
 JZ1981
 JZ1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1981'RECOVERED IN GOOD CONDITION.
 JZ1981
 JZ1981                          STATION RECOVERY (1998)
 JZ1981
 JZ1981'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 JZ1981'RECOVERY NOTE BY WOOLPERT LLP 1998 (BBS).  STATION IS LOCATED ABOUT
 JZ1981'0.5 MI (0.8 KM) SOUTH OF ROSSBURG, 1.0 MI (1.6 KM) NORTH OF NEW POINT,
 JZ1981'10 MI (16.1 KM) EAST OF GREENSBURG.  TO REACH THE STATION FROM THE
 JZ1981'JUNCTION OF INTERSTATE 74 (EXIT 143) AND COUNTY ROAD 850E, GO NORTH ON
 JZ1981'COUNTY ROAD 850E FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT.  THE
 JZ1981'STATION IS ALONG THE CAST IRON FENCE FOR THE OLD CEMETERY ACROSS THE
 JZ1981'ROAD FROM THE ROSSBURG CEMETERY.  THE STATION IS 5.3 M (17.4 FT) EAST
 JZ1981'OF THE CENTERLINE OF COUNTY ROAD 850E, 20.4 M (66.9 FT) SOUTH OF POWER
 JZ1981'POLE 5D-8-9, 0.9 M (3.0 FT) NORTHEAST OF A TRAFFIC SIGN--SLOW--, AND
 JZ1981'0.4 M (1.3 FT) WEST OF THE CAST IRON FENCE.
 JZ1981
 JZ1981                          STATION RECOVERY (2016)
 JZ1981
 JZ1981'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (JK)
 JZ1981'RECOVERED AS DESCRIBED.
 JZ1981
 JZ1981                          STATION RECOVERY (2022)
 JZ1981
 JZ1981'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1981'MARK WAS RECOVERED AS DESCRIBED ON THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0658 ***********************************************************************
 LB0658  DESIGNATION -  N 26
 LB0658  PID         -  LB0658
 LB0658  STATE/COUNTY-  IN/HOWARD
 LB0658  COUNTRY     -  US
 LB0658  USGS QUAD   -  KOKOMO WEST (2019)
 LB0658
 LB0658                         *CURRENT SURVEY CONTROL
 LB0658  ______________________________________________________________________
 LB0658* NAD 83(1986) POSITION- 40 29 35.     (N) 086 07 44.     (W)   SCALED
 LB0658* NAVD 88 ORTHO HEIGHT -   250.004 (meters)      820.22  (feet) ADJUSTED
 LB0658  ______________________________________________________________________
 LB0658  GEOID HEIGHT    -        -34.412 (meters)                     GEOID18
 LB0658  DYNAMIC HEIGHT  -        249.875 (meters)      819.80  (feet) COMP
 LB0658  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 LB0658
 LB0658  VERT ORDER      -  SECOND    CLASS 0
 LB0658
 LB0658.The horizontal coordinates were scaled from a map and have
 LB0658.an estimated accuracy of +/- 6 seconds.
 LB0658
 LB0658.The orthometric height was determined by differential leveling and
 LB0658.adjusted by the NATIONAL GEODETIC SURVEY
 LB0658.in June 1991.
 LB0658
 LB0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0658.GEOID18 height accuracy estimate available here.
 LB0658
 LB0658.Click photographs - Photos may exist for this station.
 LB0658
 LB0658.The dynamic height is computed by dividing the NAVD 88
 LB0658.geopotential number by the normal gravity value computed on the
 LB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0658.degrees latitude (g = 980.6199 gals.).
 LB0658
 LB0658.The modeled gravity was interpolated from observed gravity values.
 LB0658
 LB0658;                    North         East    Units  Estimated Accuracy
 LB0658;SPC IN E     -   582,370.       60,820.      MT  (+/- 180 meters Scaled)
 LB0658
 LB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK738828(NAD 83)
 LB0658
 LB0658                          SUPERSEDED SURVEY CONTROL
 LB0658
 LB0658  NGVD 29 (??/??/92)  250.127  (m)          820.63   (f) ADJ UNCH    2 0
 LB0658
 LB0658.Superseded values are not recommended for survey control.
 LB0658
 LB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0658.See file dsdata.pdf to determine how the superseded data were derived.
 LB0658
 LB0658_MARKER: DB = BENCH MARK DISK
 LB0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0658_STAMPING: N 26 1934
 LB0658_MARK LOGO: CGS
 LB0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0658+STABILITY: SURFACE MOTION
 LB0658
 LB0658  HISTORY     - Date     Condition        Report By
 LB0658  HISTORY     - 1934     MONUMENTED       CGS
 LB0658  HISTORY     - 1938     GOOD             CGS
 LB0658  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB0658
 LB0658                          STATION DESCRIPTION
 LB0658
 LB0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB0658'AT KOKOMO.
 LB0658'AT KOKOMO, HOWARD COUNTY, AT THE CROSSING OF THE CHICAGO-CINCINNATI
 LB0658'LINE OF THE PENNSYLVANIA RAILROAD AND THE TOLEDO-FRANKFORT
 LB0658'LINE OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, IN THE
 LB0658'SOUTHEAST ANGLE OF THE CROSSING, 265 YARDS SOUTH  OF THE
 LB0658'PENNSYLVANIA RAILROAD STATION, 15 YARDS SOUTH OF THE SOUTH RAIL
 LB0658'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD TRACK, 3 YARDS
 LB0658'EAST OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, AND
 LB0658'2 YARDS NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED N 26 1934
 LB0658'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB0658'ABOVE GROUND.
 LB0658
 LB0658                          STATION RECOVERY (1959)
 LB0658
 LB0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LB0658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1970 ***********************************************************************
 JZ1970  DESIGNATION -  N 260
 JZ1970  PID         -  JZ1970
 JZ1970  STATE/COUNTY-  IN/FRANKLIN
 JZ1970  COUNTRY     -  US
 JZ1970  USGS QUAD   -  METAMORA (2019)
 JZ1970
 JZ1970                         *CURRENT SURVEY CONTROL
 JZ1970  ______________________________________________________________________
 JZ1970* NAD 83(2011) POSITION- 39 24 17.77984(N) 085 12 15.17313(W)   ADJUSTED
 JZ1970* NAD 83(2011) ELLIP HT-   185.780 (meters)        (06/08/23)   ADJUSTED
 JZ1970* NAD 83(2011) EPOCH   -  2010.00
 JZ1970* NAVD 88 ORTHO HEIGHT -   219.904 (meters)      721.47  (feet) ADJUSTED
 JZ1970  ______________________________________________________________________
 JZ1970  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ1970  NAD 83(2011) X  -    412,593.077 (meters)                     COMP
 JZ1970  NAD 83(2011) Y  - -4,917,778.333 (meters)                     COMP
 JZ1970  NAD 83(2011) Z  -  4,027,272.098 (meters)                     COMP
 JZ1970  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 JZ1970  DYNAMIC HEIGHT  -        219.769 (meters)      721.03  (feet) COMP
 JZ1970  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 JZ1970
 JZ1970  VERT ORDER      -  SECOND    CLASS 0
 JZ1970
 JZ1970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1970  Standards:
 JZ1970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1970  -------------------------------------------------------------------
 JZ1970  NETWORK    0.65   1.25           0.27   0.26   0.64      0.04739848
 JZ1970  -------------------------------------------------------------------
 JZ1970  Click here for local accuracies and other accuracy information.
 JZ1970
 JZ1970.The horizontal coordinates were established by GPS observations
 JZ1970.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 JZ1970
 JZ1970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1970.been affixed to the stable North American tectonic plate. See 
 JZ1970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1970
 JZ1970.The horizontal coordinates are valid at the epoch date displayed above
 JZ1970.which is a decimal equivalence of Year/Month/Day.
 JZ1970
 JZ1970.The orthometric height was determined by differential leveling and
 JZ1970.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1970.in June 1991.
 JZ1970
 JZ1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1970.GEOID18 height accuracy estimate available here.
 JZ1970
 JZ1970.Click photographs - Photos may exist for this station.
 JZ1970
 JZ1970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1970
 JZ1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1970
 JZ1970.The ellipsoidal height was determined by GPS observations
 JZ1970.and is referenced to NAD 83.
 JZ1970
 JZ1970.The dynamic height is computed by dividing the NAVD 88
 JZ1970.geopotential number by the normal gravity value computed on the
 JZ1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1970.degrees latitude (g = 980.6199 gals.).
 JZ1970
 JZ1970.The modeled gravity was interpolated from observed gravity values.
 JZ1970
 JZ1970. The following values were computed from the NAD 83(2011) position.
 JZ1970
 JZ1970;                    North         East     Units Scale Factor Converg.
 JZ1970;SPC IN E     -   461,552.879   139,829.957   MT  0.99998619   +0 17 36.8
 JZ1970;SPC IN E     - 1,514,278.07    458,758.78   sFT  0.99998619   +0 17 36.8
 JZ1970;UTM  16      - 4,363,253.038   654,614.926   MT  0.99989434   +1 08 24.7
 JZ1970
 JZ1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1970!SPC IN E     -   0.99997085  x   0.99998619  =   0.99995704
 JZ1970!UTM  16      -   0.99997085  x   0.99989434  =   0.99986520
 JZ1970
 JZ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5461463253(NAD 83)
 JZ1970
 JZ1970                          SUPERSEDED SURVEY CONTROL
 JZ1970
 JZ1970  NGVD 29 (??/??/92)  220.055  (m)          721.96   (f) ADJ UNCH    2 0
 JZ1970
 JZ1970.Superseded values are not recommended for survey control.
 JZ1970
 JZ1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1970.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1970
 JZ1970_MARKER: DB = BENCH MARK DISK
 JZ1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1970_STAMPING: N 260 1947
 JZ1970_MARK LOGO: CGS
 JZ1970_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1970+STABILITY: SURFACE MOTION
 JZ1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1970+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 JZ1970
 JZ1970  HISTORY     - Date     Condition        Report By
 JZ1970  HISTORY     - 1947     MONUMENTED       CGS
 JZ1970  HISTORY     - 20230314 GOOD             INDOT
 JZ1970
 JZ1970                          STATION DESCRIPTION
 JZ1970
 JZ1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1970'1.8 MI SW FROM PEPPERTOWN.
 JZ1970'ABOUT 1.8 MILES SOUTHWEST ALONG THE HAMBURG-PEPPERTOWN ROAD FROM
 JZ1970'THE LUTHERAN CHURCH AT PEPPERTOWN, ABOUT 0.85 MILE WEST OF AN
 JZ1970'AIRWAY BEACON, AT THE JUNCTION OF A ROAD LEADING NORTH, 88.5
 JZ1970'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE REYNOLDS FARM
 JZ1970'HOUSE, 14 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ1970'16 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD NORTH, 10
 JZ1970'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE,
 JZ1970'ABOUT 3 FEET ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 JZ1970'POST PROJECTING 4 INCHES.
 JZ1970
 JZ1970                          STATION RECOVERY (2023)
 JZ1970
 JZ1970'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 JZ1970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2001 ***********************************************************************
 JZ2001  DESIGNATION -  N 261
 JZ2001  PID         -  JZ2001
 JZ2001  STATE/COUNTY-  IN/FRANKLIN
 JZ2001  COUNTRY     -  US
 JZ2001  USGS QUAD   -  METAMORA (2019)
 JZ2001
 JZ2001                         *CURRENT SURVEY CONTROL
 JZ2001  ______________________________________________________________________
 JZ2001* NAD 83(1986) POSITION- 39 25 49.     (N) 085 09 07.     (W)   SCALED
 JZ2001* NAVD 88 ORTHO HEIGHT -   294.301 (meters)      965.55  (feet) ADJUSTED
 JZ2001  ______________________________________________________________________
 JZ2001  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 JZ2001  DYNAMIC HEIGHT  -        294.119 (meters)      964.96  (feet) COMP
 JZ2001  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 JZ2001
 JZ2001  VERT ORDER      -  SECOND    CLASS 0
 JZ2001
 JZ2001.The horizontal coordinates were scaled from a map and have
 JZ2001.an estimated accuracy of +/- 6 seconds.
 JZ2001
 JZ2001.The orthometric height was determined by differential leveling and
 JZ2001.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2001.in June 1991.
 JZ2001
 JZ2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2001.GEOID18 height accuracy estimate available here.
 JZ2001
 JZ2001.Click photographs - Photos may exist for this station.
 JZ2001
 JZ2001.The dynamic height is computed by dividing the NAVD 88
 JZ2001.geopotential number by the normal gravity value computed on the
 JZ2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2001.degrees latitude (g = 980.6199 gals.).
 JZ2001
 JZ2001.The modeled gravity was interpolated from observed gravity values.
 JZ2001
 JZ2001;                    North         East    Units  Estimated Accuracy
 JZ2001;SPC IN E     -   464,390.      144,320.      MT  (+/- 180 meters Scaled)
 JZ2001
 JZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ590661(NAD 83)
 JZ2001
 JZ2001                          SUPERSEDED SURVEY CONTROL
 JZ2001
 JZ2001  NGVD 29 (??/??/92)  294.458  (m)          966.07   (f) ADJ UNCH    2 0
 JZ2001
 JZ2001.Superseded values are not recommended for survey control.
 JZ2001
 JZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2001.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2001
 JZ2001_MARKER: DB = BENCH MARK DISK
 JZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2001_STAMPING: N 261 1947
 JZ2001_MARK LOGO: CGS
 JZ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2001+STABILITY: SURFACE MOTION
 JZ2001
 JZ2001  HISTORY     - Date     Condition        Report By
 JZ2001  HISTORY     - 1947     MONUMENTED       CGS
 JZ2001
 JZ2001                          STATION DESCRIPTION
 JZ2001
 JZ2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2001'3.2 MI N FROM PEPPERTOWN.
 JZ2001'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ2001'CHURCH AT PEPPERTOWN, AT AN S CURVE IN THE HIGHWAY AND THE
 JZ2001'JUNCTION OF A GRAVEL ROAD LEADING EAST, 37 FEET NORTH OF THE
 JZ2001'CENTER LINE OF THE ROAD EAST, 31 FEET SOUTHEAST OF THE CENTER
 JZ2001'LINE OF THE HIGHWAY, 13.5 FEET NORTHEAST OF A FENCE CORNER POST,
 JZ2001'1.5 FEET NORTHWEST OF A WIRE FENCE, 2 FEET NORTHEAST OF A WHITE
 JZ2001'WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE HIGHWAY AND SET
 JZ2001'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1986 ***********************************************************************
 JZ1986  DESIGNATION -  N 262
 JZ1986  PID         -  JZ1986
 JZ1986  STATE/COUNTY-  IN/FRANKLIN
 JZ1986  COUNTRY     -  US
 JZ1986  USGS QUAD   -  CLARKSBURG (2019)
 JZ1986
 JZ1986                         *CURRENT SURVEY CONTROL
 JZ1986  ______________________________________________________________________
 JZ1986* NAD 83(1986) POSITION- 39 29 21.03   (N) 085 15 29.82   (W)   HD_HELD1
 JZ1986* NAVD 88 ORTHO HEIGHT -   287.552 (meters)      943.41  (feet) ADJUSTED
 JZ1986  ______________________________________________________________________
 JZ1986  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 JZ1986  DYNAMIC HEIGHT  -        287.375 (meters)      942.83  (feet) COMP
 JZ1986  MODELED GRAVITY -    980,004.4   (mgal)                       NAVD 88
 JZ1986
 JZ1986  VERT ORDER      -  SECOND    CLASS 0
 JZ1986
 JZ1986.The horizontal coordinates were determined by differentially corrected
 JZ1986.hand held GPS observations or other comparable positioning techniques
 JZ1986.and have an estimated accuracy of +/- 3 meters.
 JZ1986
 JZ1986.The orthometric height was determined by differential leveling and
 JZ1986.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1986.in June 1991.
 JZ1986
 JZ1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1986.GEOID18 height accuracy estimate available here.
 JZ1986
 JZ1986.Click photographs - Photos may exist for this station.
 JZ1986
 JZ1986.The dynamic height is computed by dividing the NAVD 88
 JZ1986.geopotential number by the normal gravity value computed on the
 JZ1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1986.degrees latitude (g = 980.6199 gals.).
 JZ1986
 JZ1986.The modeled gravity was interpolated from observed gravity values.
 JZ1986
 JZ1986;                    North         East    Units  Estimated Accuracy
 JZ1986;SPC IN E     -   470,882.4     135,130.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1986
 JZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4977872511(NAD 83)
 JZ1986
 JZ1986                          SUPERSEDED SURVEY CONTROL
 JZ1986
 JZ1986  NGVD 29 (??/??/92)  287.690  (m)          943.86   (f) ADJ UNCH    2 0
 JZ1986
 JZ1986.Superseded values are not recommended for survey control.
 JZ1986
 JZ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1986.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1986
 JZ1986_MARKER: DB = BENCH MARK DISK
 JZ1986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1986_SP_SET: BRIDGE
 JZ1986_STAMPING: N 262 1947
 JZ1986_MARK LOGO: CGS
 JZ1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1986
 JZ1986  HISTORY     - Date     Condition        Report By
 JZ1986  HISTORY     - 1947     MONUMENTED       CGS
 JZ1986
 JZ1986                          STATION DESCRIPTION
 JZ1986
 JZ1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1986'1.5 MI SE FROM ANDERSONVILLE.
 JZ1986'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 JZ1986'OF STATE HIGHWAY 244 AT ANDERSONVILLE, ABOUT 0.2 MILE NORTHWEST
 JZ1986'OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST, AT THE JUNCTION
 JZ1986'OF A GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTH
 JZ1986'WING WALL AT THE SOUTHEAST END OF A TWIN-ARCH CONCRETE BRIDGE
 JZ1986'OVER A SMALL STREAM, ABOUT 60 FEET WEST OF THE PROLONGED CENTER
 JZ1986'LINE OF THE ROAD NORTH, 12 FEET SOUTHWEST OF THE CENTER LINE
 JZ1986'OF THE HIGHWAY AND ABOUT 1/2-FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1786 ***********************************************************************
 JZ1786  DESIGNATION -  N 263
 JZ1786  PID         -  JZ1786
 JZ1786  STATE/COUNTY-  IN/FAYETTE
 JZ1786  COUNTRY     -  US
 JZ1786  USGS QUAD   -  EVERTON (2019)
 JZ1786
 JZ1786                         *CURRENT SURVEY CONTROL
 JZ1786  ______________________________________________________________________
 JZ1786* NAD 83(1986) POSITION- 39 35 28.     (N) 085 03 17.     (W)   SCALED
 JZ1786* NAVD 88 ORTHO HEIGHT -   303.874 (meters)      996.96  (feet) ADJUSTED
 JZ1786  ______________________________________________________________________
 JZ1786  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ1786  DYNAMIC HEIGHT  -        303.690 (meters)      996.36  (feet) COMP
 JZ1786  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 JZ1786
 JZ1786  VERT ORDER      -  SECOND    CLASS 0
 JZ1786
 JZ1786.The horizontal coordinates were scaled from a map and have
 JZ1786.an estimated accuracy of +/- 6 seconds.
 JZ1786
 JZ1786.The orthometric height was determined by differential leveling and
 JZ1786.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1786.in June 1991.
 JZ1786
 JZ1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1786.GEOID18 height accuracy estimate available here.
 JZ1786
 JZ1786.Click photographs - Photos may exist for this station.
 JZ1786
 JZ1786.The dynamic height is computed by dividing the NAVD 88
 JZ1786.geopotential number by the normal gravity value computed on the
 JZ1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1786.degrees latitude (g = 980.6199 gals.).
 JZ1786
 JZ1786.The modeled gravity was interpolated from observed gravity values.
 JZ1786
 JZ1786;                    North         East    Units  Estimated Accuracy
 JZ1786;SPC IN E     -   482,300.      152,570.      MT  (+/- 180 meters Scaled)
 JZ1786
 JZ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670841(NAD 83)
 JZ1786
 JZ1786                          SUPERSEDED SURVEY CONTROL
 JZ1786
 JZ1786  NGVD 29 (??/??/92)  304.022  (m)          997.45   (f) ADJ UNCH    2 0
 JZ1786
 JZ1786.Superseded values are not recommended for survey control.
 JZ1786
 JZ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1786.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1786
 JZ1786_MARKER: DB = BENCH MARK DISK
 JZ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1786_STAMPING: N 263 1947
 JZ1786_MARK LOGO: CGS
 JZ1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1786+STABILITY: SURFACE MOTION
 JZ1786
 JZ1786  HISTORY     - Date     Condition        Report By
 JZ1786  HISTORY     - 1947     MONUMENTED       CGS
 JZ1786
 JZ1786                          STATION DESCRIPTION
 JZ1786
 JZ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1786'1.5 MI S FROM ALQUINA.
 JZ1786'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1786'AT ALQUINA, ABOUT 0.45 MILE NORTH OF AN EAST-WEST GRAVEL CROSS
 JZ1786'ROAD, ABOUT 0.3 MILE SOUTH OF A FARM HOUSE ON THE EAST SIDE OF THE
 JZ1786'ROAD, AT A T FENCE CORNER POST, 210 FEET NORTH OF THE CENTER OF
 JZ1786'THE WEST HEAD WALL OF A CULVERT, 22 FEET WEST OF THE CENTER
 JZ1786'LINE OF THE ROAD, 6 FEET SOUTH OF THE FENCE CORNER, 1.5 FEET EAST
 JZ1786'OF THE FENCE LINE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ1786'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1786'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2013 ***********************************************************************
 JZ2013  DESIGNATION -  N 264
 JZ2013  PID         -  JZ2013
 JZ2013  STATE/COUNTY-  IN/FRANKLIN
 JZ2013  COUNTRY     -  US
 JZ2013  USGS QUAD   -  BATESVILLE (2019)
 JZ2013
 JZ2013                         *CURRENT SURVEY CONTROL
 JZ2013  ______________________________________________________________________
 JZ2013* NAD 83(1986) POSITION- 39 20 36.     (N) 085 08 27.     (W)   SCALED
 JZ2013* NAVD 88 ORTHO HEIGHT -   299.428 (meters)      982.37  (feet) ADJUSTED
 JZ2013  ______________________________________________________________________
 JZ2013  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 JZ2013  DYNAMIC HEIGHT  -        299.241 (meters)      981.76  (feet) COMP
 JZ2013  MODELED GRAVITY -    979,996.4   (mgal)                       NAVD 88
 JZ2013
 JZ2013  VERT ORDER      -  SECOND    CLASS 0
 JZ2013
 JZ2013.The horizontal coordinates were scaled from a map and have
 JZ2013.an estimated accuracy of +/- 6 seconds.
 JZ2013
 JZ2013.The orthometric height was determined by differential leveling and
 JZ2013.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2013.in June 1991.
 JZ2013
 JZ2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2013.GEOID18 height accuracy estimate available here.
 JZ2013
 JZ2013.Click photographs - Photos may exist for this station.
 JZ2013
 JZ2013.The dynamic height is computed by dividing the NAVD 88
 JZ2013.geopotential number by the normal gravity value computed on the
 JZ2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2013.degrees latitude (g = 980.6199 gals.).
 JZ2013
 JZ2013.The modeled gravity was interpolated from observed gravity values.
 JZ2013
 JZ2013;                    North         East    Units  Estimated Accuracy
 JZ2013;SPC IN E     -   454,740.      145,330.      MT  (+/- 180 meters Scaled)
 JZ2013
 JZ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ602565(NAD 83)
 JZ2013
 JZ2013                          SUPERSEDED SURVEY CONTROL
 JZ2013
 JZ2013  NGVD 29 (??/??/92)  299.586  (m)          982.89   (f) ADJ UNCH    2 0
 JZ2013
 JZ2013.Superseded values are not recommended for survey control.
 JZ2013
 JZ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2013.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2013
 JZ2013_MARKER: DB = BENCH MARK DISK
 JZ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2013_STAMPING: N 264 1947
 JZ2013_MARK LOGO: CGS
 JZ2013_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2013+STABILITY: SURFACE MOTION
 JZ2013
 JZ2013  HISTORY     - Date     Condition        Report By
 JZ2013  HISTORY     - 1947     MONUMENTED       CGS
 JZ2013  HISTORY     - 20230309 POOR             INDOT
 JZ2013
 JZ2013                          STATION DESCRIPTION
 JZ2013
 JZ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2013'2.2 MI SW FROM ST MARYS.
 JZ2013'ABOUT 2.25 MILES SOUTHWEST AND WEST ALONG A BLACK TOP ROAD
 JZ2013'LEADING TO OLDENBURG FROM THE CATHOLIC CHURCH AT ST. MARYS, ABOUT
 JZ2013'4.0 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 229 AT
 JZ2013'OLDENBURG, ABOUT 0.15 MILE WEST OF A RIGHT ANGLE TURN IN THE
 JZ2013'ROAD WITH TANGENTS SOUTH AND WEST, IN THE SOUTH EDGE OF A
 JZ2013'THICKET OPPOSITE A FARM ROAD LEADING SOUTH, 19 FEET NORTH OF
 JZ2013'THE CENTER LINE OF THE ROAD, 13 FEET EAST OF POWER POLE NO. B
 JZ2013'317 AND ABOUT IN LINE WITH THE ROW OF POLES, 9 FEET WEST OF THE
 JZ2013'PROLONGED CENTER LINE OF THE FARM ROAD SOUTH, 2.5 FEET EAST OF
 JZ2013'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2013'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2013
 JZ2013                          STATION RECOVERY (2023)
 JZ2013
 JZ2013'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2013'MARK APPEARS TO HAVE BEEN HIT BY SOME TYPE OF EQUIPMENT.  IT IS TILTED
 JZ2013'TO THE SOUTHWEST AND NOT LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0937 ***********************************************************************
 JZ0937  DESIGNATION -  N 265
 JZ0937  PID         -  JZ0937
 JZ0937  STATE/COUNTY-  IN/FRANKLIN
 JZ0937  COUNTRY     -  US
 JZ0937  USGS QUAD   -  WHITCOMB (2019)
 JZ0937
 JZ0937                         *CURRENT SURVEY CONTROL
 JZ0937  ______________________________________________________________________
 JZ0937* NAD 83(1986) POSITION- 39 25 06.     (N) 084 58 07.     (W)   SCALED
 JZ0937* NAVD 88 ORTHO HEIGHT -   271.803 (meters)      891.74  (feet) ADJUSTED
 JZ0937  ______________________________________________________________________
 JZ0937  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 JZ0937  DYNAMIC HEIGHT  -        271.640 (meters)      891.21  (feet) COMP
 JZ0937  MODELED GRAVITY -    980,020.3   (mgal)                       NAVD 88
 JZ0937
 JZ0937  VERT ORDER      -  SECOND    CLASS 0
 JZ0937
 JZ0937.The horizontal coordinates were scaled from a map and have
 JZ0937.an estimated accuracy of +/- 6 seconds.
 JZ0937
 JZ0937.The orthometric height was determined by differential leveling and
 JZ0937.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0937.in June 1991.
 JZ0937
 JZ0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0937.GEOID18 height accuracy estimate available here.
 JZ0937
 JZ0937.Click photographs - Photos may exist for this station.
 JZ0937
 JZ0937.The dynamic height is computed by dividing the NAVD 88
 JZ0937.geopotential number by the normal gravity value computed on the
 JZ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0937.degrees latitude (g = 980.6199 gals.).
 JZ0937
 JZ0937.The modeled gravity was interpolated from observed gravity values.
 JZ0937
 JZ0937;                    North         East    Units  Estimated Accuracy
 JZ0937;SPC IN E     -   463,170.      160,110.      MT  (+/- 180 meters Scaled)
 JZ0937
 JZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ748651(NAD 83)
 JZ0937
 JZ0937                          SUPERSEDED SURVEY CONTROL
 JZ0937
 JZ0937  NGVD 29 (??/??/92)  271.982  (m)          892.33   (f) ADJ UNCH    2 0
 JZ0937
 JZ0937.Superseded values are not recommended for survey control.
 JZ0937
 JZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0937.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0937
 JZ0937_MARKER: DB = BENCH MARK DISK
 JZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0937_STAMPING: N 265 1947
 JZ0937_MARK LOGO: CGS
 JZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0937+STABILITY: SURFACE MOTION
 JZ0937
 JZ0937  HISTORY     - Date     Condition        Report By
 JZ0937  HISTORY     - 1947     MONUMENTED       CGS
 JZ0937
 JZ0937                          STATION DESCRIPTION
 JZ0937
 JZ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0937'2.6 MI E FROM BROOKVILLE.
 JZ0937'2.6 MILES EAST ALONG STATE HIGHWAY 252 FROM THE COURT HOUSE
 JZ0937'AT BROOKVILLE, ABOUT 150 FEET EAST OF THE SOUTHEAST CORNER OF A
 JZ0937'2-STORY WHITE FARM HOUSE ON THE NORTH SIDE OF THE HIGHWAY, AT
 JZ0937'THE SOUTHEAST CORNER OF A BARN YARD, 47 FEET SOUTHEAST OF THE
 JZ0937'SOUTHEAST CORNER OF THE BARN, 68 FEET SOUTH OF A POWER POLE,
 JZ0937'44.5 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE
 JZ0937'POLE, 4 FEET SOUTHWEST OF A T FENCE CORNER POST, 7 FEET NORTHWEST
 JZ0937'OF A FENCE CORNER, 1 FOOT SOUTH OF THE BARN YARD FENCE, 2.5 FEET
 JZ0937'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND
 JZ0937'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2271 ***********************************************************************
 JZ2271  DESIGNATION -  N 266
 JZ2271  PID         -  JZ2271
 JZ2271  STATE/COUNTY-  IN/DECATUR
 JZ2271  COUNTRY     -  US
 JZ2271  USGS QUAD   -  WALDRON (2019)
 JZ2271
 JZ2271                         *CURRENT SURVEY CONTROL
 JZ2271  ______________________________________________________________________
 JZ2271* NAD 83(1986) POSITION- 39 24 56.     (N) 085 37 32.     (W)   SCALED
 JZ2271* NAVD 88 ORTHO HEIGHT -   256.460 (meters)      841.40  (feet) ADJUSTED
 JZ2271  ______________________________________________________________________
 JZ2271  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 JZ2271  DYNAMIC HEIGHT  -        256.304 (meters)      840.89  (feet) COMP
 JZ2271  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 JZ2271
 JZ2271  VERT ORDER      -  SECOND    CLASS 0
 JZ2271
 JZ2271.The horizontal coordinates were scaled from a map and have
 JZ2271.an estimated accuracy of +/- 6 seconds.
 JZ2271
 JZ2271.The orthometric height was determined by differential leveling and
 JZ2271.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2271.in June 1991.
 JZ2271
 JZ2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2271.GEOID18 height accuracy estimate available here.
 JZ2271
 JZ2271.Click photographs - Photos may exist for this station.
 JZ2271
 JZ2271.The dynamic height is computed by dividing the NAVD 88
 JZ2271.geopotential number by the normal gravity value computed on the
 JZ2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2271.degrees latitude (g = 980.6199 gals.).
 JZ2271
 JZ2271.The modeled gravity was interpolated from observed gravity values.
 JZ2271
 JZ2271;                    North         East    Units  Estimated Accuracy
 JZ2271;SPC IN E     -   462,630.      103,540.      MT  (+/- 180 meters Scaled)
 JZ2271
 JZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ183637(NAD 83)
 JZ2271
 JZ2271                          SUPERSEDED SURVEY CONTROL
 JZ2271
 JZ2271  NGVD 29 (??/??/92)  256.576  (m)          841.78   (f) ADJ UNCH    2 0
 JZ2271
 JZ2271.Superseded values are not recommended for survey control.
 JZ2271
 JZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2271.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2271
 JZ2271_MARKER: DB = BENCH MARK DISK
 JZ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2271_STAMPING: N 266 1947
 JZ2271_MARK LOGO: CGS
 JZ2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2271+STABILITY: SURFACE MOTION
 JZ2271
 JZ2271  HISTORY     - Date     Condition        Report By
 JZ2271  HISTORY     - 1947     MONUMENTED       CGS
 JZ2271
 JZ2271                          STATION DESCRIPTION
 JZ2271
 JZ2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2271'1 MI S FROM ST PAUL.
 JZ2271'ABOUT 1.0 MILE SOUTH ALONG THE ST. PAUL-CLIFTY ROAD FROM THE NEW
 JZ2271'YORK CENTRAL RAILROAD STATION AT ST. PAUL, AT GERMANTOWN, IN THE
 JZ2271'NORTHEAST ANGLE OF THE CROSSROADS, 29.5 FEET EAST OF THE CENTER
 JZ2271'LINE OF THE NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE
 JZ2271'OF THE EAST-WEST ROAD, 11.5 FEET EAST OF A FENCE CORNER, 3
 JZ2271'FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE LINE,
 JZ2271'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2271'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2261 ***********************************************************************
 JZ2261  DESIGNATION -  N 267
 JZ2261  PID         -  JZ2261
 JZ2261  STATE/COUNTY-  IN/SHELBY
 JZ2261  COUNTRY     -  US
 JZ2261  USGS QUAD   -  WALDRON (2019)
 JZ2261
 JZ2261                         *CURRENT SURVEY CONTROL
 JZ2261  ______________________________________________________________________
 JZ2261* NAD 83(1986) POSITION- 39 23 13.3    (N) 085 44 01.7    (W)   HD_HELD2
 JZ2261* NAVD 88 ORTHO HEIGHT -   229.262 (meters)      752.17  (feet) ADJUSTED
 JZ2261  ______________________________________________________________________
 JZ2261  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 JZ2261  DYNAMIC HEIGHT  -        229.122 (meters)      751.71  (feet) COMP
 JZ2261  MODELED GRAVITY -    980,015.6   (mgal)                       NAVD 88
 JZ2261
 JZ2261  VERT ORDER      -  SECOND    CLASS 0
 JZ2261
 JZ2261.The horizontal coordinates were established by autonomous hand held GPS
 JZ2261.observations and have an estimated accuracy of +/- 10 meters.
 JZ2261
 JZ2261.The orthometric height was determined by differential leveling and
 JZ2261.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2261.in June 1991.
 JZ2261
 JZ2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2261.GEOID18 height accuracy estimate available here.
 JZ2261
 JZ2261.Click photographs - Photos may exist for this station.
 JZ2261
 JZ2261.The dynamic height is computed by dividing the NAVD 88
 JZ2261.geopotential number by the normal gravity value computed on the
 JZ2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2261.degrees latitude (g = 980.6199 gals.).
 JZ2261
 JZ2261.The modeled gravity was interpolated from observed gravity values.
 JZ2261
 JZ2261;                    North         East    Units  Estimated Accuracy
 JZ2261;SPC IN E     -   459,465.       94,216.      MT  (+/- 10 meters HH2 GPS)
 JZ2261
 JZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0904360491(NAD 83)
 JZ2261
 JZ2261                          SUPERSEDED SURVEY CONTROL
 JZ2261
 JZ2261  NGVD 29 (??/??/92)  229.380  (m)          752.56   (f) ADJ UNCH    2 0
 JZ2261
 JZ2261.Superseded values are not recommended for survey control.
 JZ2261
 JZ2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2261.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2261
 JZ2261_MARKER: DB = BENCH MARK DISK
 JZ2261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2261_SP_SET: BOX CULVERT HEADWALL
 JZ2261_STAMPING: N 267 1947
 JZ2261_MARK LOGO: CGS
 JZ2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2261+STABILITY: SURFACE MOTION
 JZ2261
 JZ2261  HISTORY     - Date     Condition        Report By
 JZ2261  HISTORY     - 1947     MONUMENTED       CGS
 JZ2261
 JZ2261                          STATION DESCRIPTION
 JZ2261
 JZ2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2261'1.2 MI SW FROM GENEVA.
 JZ2261'ABOUT 1.25 MILE SOUTHWEST AND WEST ALONG A WINDING COUNTY ROAD
 JZ2261'FROM THE METHODIST CHURCH AT GENEVA, ABOUT 0.15 MILE EAST OF A
 JZ2261'ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE SOUTH
 JZ2261'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 10 FEET SOUTH OF THE
 JZ2261'CENTER LINE OF THE ROAD AND ABOUT 2 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2184 ***********************************************************************
 JZ2184  DESIGNATION -  N 268 RESET 1968
 JZ2184  PID         -  JZ2184
 JZ2184  STATE/COUNTY-  IN/SHELBY
 JZ2184  COUNTRY     -  US
 JZ2184  USGS QUAD   -  HOPE (2019)
 JZ2184
 JZ2184                         *CURRENT SURVEY CONTROL
 JZ2184  ______________________________________________________________________
 JZ2184* NAD 83(1986) POSITION- 39 21 02.     (N) 085 46 14.     (W)   SCALED
 JZ2184* NAVD 88 ORTHO HEIGHT -   222.91  (meters)      731.3   (feet) RESET
 JZ2184  ______________________________________________________________________
 JZ2184  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 JZ2184  VERT ORDER      -  THIRD
 JZ2184
 JZ2184.The horizontal coordinates were scaled from a map and have
 JZ2184.an estimated accuracy of +/- 6 seconds.
 JZ2184
 JZ2184.The orthometric height was computed from unverified reset data.
 JZ2184
 JZ2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2184.GEOID18 height accuracy estimate available here.
 JZ2184
 JZ2184.Click photographs - Photos may exist for this station.
 JZ2184
 JZ2184;                    North         East    Units  Estimated Accuracy
 JZ2184;SPC IN E     -   455,420.       91,050.      MT  (+/- 180 meters Scaled)
 JZ2184
 JZ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059563(NAD 83)
 JZ2184
 JZ2184                          SUPERSEDED SURVEY CONTROL
 JZ2184
 JZ2184  NGVD 29 (??/??/??)  223.02   (m)          731.7    (f) RESET       3  
 JZ2184
 JZ2184.Superseded values are not recommended for survey control.
 JZ2184
 JZ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2184.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2184
 JZ2184_MARKER: DB = BENCH MARK DISK
 JZ2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2184_STAMPING: N 268 RESET 1968
 JZ2184_MARK LOGO: CGS
 JZ2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2184+STABILITY: SURFACE MOTION
 JZ2184
 JZ2184  HISTORY     - Date     Condition        Report By
 JZ2184  HISTORY     - 1968     MONUMENTED       INHD
 JZ2184  HISTORY     - 1969     GOOD             CGS
 JZ2184
 JZ2184                          STATION DESCRIPTION
 JZ2184
 JZ2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JZ2184'1.1 MI S FROM NORRISTOWN.
 JZ2184'ABOUT 1.1 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE COMMUNITY
 JZ2184'CHURCH AT NORRISTOWN, IN THE NORTHWEST QUARTER OF COUNTY ROAD
 JZ2184'1200S, AT THE SHELBY-BARTHOLOMEW COUNTY LINE, 103 FEET NORTH
 JZ2184'OF THE CENTER LINE OF THE COUNTY ROAD, 37 FEET WEST OF THE CENTER
 JZ2184'LINE OF THE HIGHWAY, 30 FEET SOUTH OF A HIGHWAY-RIGHT-OF-WAY
 JZ2184'MARKER, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN
 JZ2184'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2329 ***********************************************************************
 JZ2329  DESIGNATION -  N 269
 JZ2329  PID         -  JZ2329
 JZ2329  STATE/COUNTY-  IN/SHELBY
 JZ2329  COUNTRY     -  US
 JZ2329  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2329
 JZ2329                         *CURRENT SURVEY CONTROL
 JZ2329  ______________________________________________________________________
 JZ2329* NAD 83(1986) POSITION- 39 30 16.     (N) 085 44 49.     (W)   SCALED
 JZ2329* NAVD 88 ORTHO HEIGHT -   243.282 (meters)      798.17  (feet) ADJUSTED
 JZ2329  ______________________________________________________________________
 JZ2329  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ2329  DYNAMIC HEIGHT  -        243.138 (meters)      797.70  (feet) COMP
 JZ2329  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 JZ2329
 JZ2329  VERT ORDER      -  FIRST     CLASS II
 JZ2329
 JZ2329.The horizontal coordinates were scaled from a map and have
 JZ2329.an estimated accuracy of +/- 6 seconds.
 JZ2329
 JZ2329.The orthometric height was determined by differential leveling and
 JZ2329.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2329.in June 1991.
 JZ2329
 JZ2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2329.GEOID18 height accuracy estimate available here.
 JZ2329
 JZ2329.Click photographs - Photos may exist for this station.
 JZ2329
 JZ2329.The dynamic height is computed by dividing the NAVD 88
 JZ2329.geopotential number by the normal gravity value computed on the
 JZ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2329.degrees latitude (g = 980.6199 gals.).
 JZ2329
 JZ2329.The modeled gravity was interpolated from observed gravity values.
 JZ2329
 JZ2329;                    North         East    Units  Estimated Accuracy
 JZ2329;SPC IN E     -   472,500.       93,100.      MT  (+/- 180 meters Scaled)
 JZ2329
 JZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ077735(NAD 83)
 JZ2329
 JZ2329                          SUPERSEDED SURVEY CONTROL
 JZ2329
 JZ2329  NGVD 29 (??/??/92)  243.393  (m)          798.53   (f) ADJ UNCH    1 2
 JZ2329
 JZ2329.Superseded values are not recommended for survey control.
 JZ2329
 JZ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2329.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2329
 JZ2329_MARKER: DB = BENCH MARK DISK
 JZ2329_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2329_SP_SET: HEADWALL
 JZ2329_STAMPING: N 269 1947
 JZ2329_MARK LOGO: CGS
 JZ2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2329+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2013
 JZ2329
 JZ2329  HISTORY     - Date     Condition        Report By
 JZ2329  HISTORY     - 1947     MONUMENTED       CGS
 JZ2329  HISTORY     - 1986     GOOD             NGS
 JZ2329  HISTORY     - 20100307 GOOD             INDIV
 JZ2329  HISTORY     - 20130417 GOOD             INDNR
 JZ2329
 JZ2329                          STATION DESCRIPTION
 JZ2329
 JZ2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2329'2 MI SE FROM SHELBYVILLE.
 JZ2329'ABOUT 2.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2329'FROM THE STATION AT SHELBYVILLE, SET IN THE TOP OF THE SOUTHEAST
 JZ2329'END OF THE NORTHEAST HEAD WALL OF CONCRETE ARCH RAILROAD OVER
 JZ2329'PASS NO. 398A OVER AN EAST-WEST GRAVEL ROAD, ABOUT 30 YARDS
 JZ2329'NORTHWEST OF LIGHT SIGNAL NO. 802, 6 FEET NORTHEAST OF THE
 JZ2329'NORTHEAST RAIL AND ABOUT 0.4 FOOT BELOW THE TRACK.
 JZ2329
 JZ2329                          STATION RECOVERY (1986)
 JZ2329
 JZ2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2329'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 JZ2329'WESTERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH INTERSTATE
 JZ2329'HIGHWAY 74 IN SHELBYVILLE, THENCE 2.9 KM (1.8 MI) SOUTHEASTERLY ALONG
 JZ2329'THE CONRAIL RAILROAD.
 JZ2329
 JZ2329                          STATION RECOVERY (2010)
 JZ2329
 JZ2329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SEB)
 JZ2329'LIGHT SIGNAL POST (NO. 802) REFERENCED IN 1947 DESCRIPTION NO LONGER
 JZ2329'
 JZ2329'EXISTS.  THE REFERENCED EAST-WEST GRAVEL ROAD IN 1947 DESCRIPTION IS
 JZ2329'NOW
 JZ2329'TERMINATED ON BOTH SIDES OF THE RAILROAD BRIDGE.  THE REFERENCED EAST-
 JZ2329'
 JZ2329'WEST GRAVEL ROAD IS NOW PAVED AND IS REFERRED TO AS MCKAY RD.
 JZ2329
 JZ2329                          STATION RECOVERY (2013)
 JZ2329
 JZ2329'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0444 ***********************************************************************
 LB0444  DESIGNATION -  N 27
 LB0444  PID         -  LB0444
 LB0444  STATE/COUNTY-  IN/CLINTON
 LB0444  COUNTRY     -  US
 LB0444  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0444
 LB0444                         *CURRENT SURVEY CONTROL
 LB0444  ______________________________________________________________________
 LB0444* NAD 83(1986) POSITION- 40 18 48.     (N) 086 25 52.     (W)   SCALED
 LB0444* NAVD 88 ORTHO HEIGHT -   265.392 (meters)      870.71  (feet) ADJUSTED
 LB0444  ______________________________________________________________________
 LB0444  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 LB0444  DYNAMIC HEIGHT  -        265.251 (meters)      870.24  (feet) COMP
 LB0444  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 LB0444
 LB0444  VERT ORDER      -  SECOND    CLASS 0
 LB0444
 LB0444.The horizontal coordinates were scaled from a map and have
 LB0444.an estimated accuracy of +/- 6 seconds.
 LB0444
 LB0444.The orthometric height was determined by differential leveling and
 LB0444.adjusted by the NATIONAL GEODETIC SURVEY
 LB0444.in June 1991.
 LB0444
 LB0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0444.GEOID18 height accuracy estimate available here.
 LB0444
 LB0444.Click photographs - Photos may exist for this station.
 LB0444
 LB0444.The dynamic height is computed by dividing the NAVD 88
 LB0444.geopotential number by the normal gravity value computed on the
 LB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0444.degrees latitude (g = 980.6199 gals.).
 LB0444
 LB0444.The modeled gravity was interpolated from observed gravity values.
 LB0444
 LB0444;                    North         East    Units  Estimated Accuracy
 LB0444;SPC IN W     -   562,510.      955,440.      MT  (+/- 180 meters Scaled)
 LB0444
 LB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK483626(NAD 83)
 LB0444
 LB0444                          SUPERSEDED SURVEY CONTROL
 LB0444
 LB0444  NGVD 29 (??/??/92)  265.497  (m)          871.05   (f) ADJ UNCH    2 0
 LB0444
 LB0444.Superseded values are not recommended for survey control.
 LB0444
 LB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0444.See file dsdata.pdf to determine how the superseded data were derived.
 LB0444
 LB0444_MARKER: DB = BENCH MARK DISK
 LB0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0444_STAMPING: N 27 1934
 LB0444_MARK LOGO: CGS
 LB0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0444+STABILITY: SURFACE MOTION
 LB0444
 LB0444  HISTORY     - Date     Condition        Report By
 LB0444  HISTORY     - 1934     MONUMENTED       CGS
 LB0444  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0444
 LB0444                          STATION DESCRIPTION
 LB0444
 LB0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0444'2.3 MI SW FROM MICHIGANTOWN.
 LB0444'2.3 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0444'RAILROAD FROM THE STATION AT MICHIGANTOWN, CLINTON COUNTY, 0.6
 LB0444'MILE NORTHEAST OF THE STATION AT AVERY, AT STATION 10627+51.5,
 LB0444'100 YARDS NORTH OF THE A.O. PADDOCK TWO-STORY FARMHOUSE, 10 YARDS
 LB0444'SOUTHEAST OF THE COHEE STATION OF AN ABANDONED INTERURBAN
 LB0444'RAILROAD, 5 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE INTERURBAN
 LB0444'TRACK, 12 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 LB0444'TRACK, AND 3 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 LB0444'STAMPED N 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LB0444
 LB0444                          STATION RECOVERY (1961)
 LB0444
 LB0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2159 ***********************************************************************
 JZ2159  DESIGNATION -  N 270
 JZ2159  PID         -  JZ2159
 JZ2159  STATE/COUNTY-  IN/JENNINGS
 JZ2159  COUNTRY     -  US
 JZ2159  USGS QUAD   -  NORTH VERNON (2019)
 JZ2159
 JZ2159                         *CURRENT SURVEY CONTROL
 JZ2159  ______________________________________________________________________
 JZ2159* NAD 83(1986) POSITION- 39 05 15.     (N) 085 43 25.     (W)   SCALED
 JZ2159* NAVD 88 ORTHO HEIGHT -   192.917 (meters)      632.93  (feet) ADJUSTED
 JZ2159  ______________________________________________________________________
 JZ2159  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 JZ2159  DYNAMIC HEIGHT  -        192.795 (meters)      632.53  (feet) COMP
 JZ2159  MODELED GRAVITY -    979,996.2   (mgal)                       NAVD 88
 JZ2159
 JZ2159  VERT ORDER      -  SECOND    CLASS 0
 JZ2159
 JZ2159.The horizontal coordinates were scaled from a map and have
 JZ2159.an estimated accuracy of +/- 6 seconds.
 JZ2159
 JZ2159.The orthometric height was determined by differential leveling and
 JZ2159.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2159.in June 1991.
 JZ2159
 JZ2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2159.GEOID18 height accuracy estimate available here.
 JZ2159
 JZ2159.Click photographs - Photos may exist for this station.
 JZ2159
 JZ2159.The dynamic height is computed by dividing the NAVD 88
 JZ2159.geopotential number by the normal gravity value computed on the
 JZ2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2159.degrees latitude (g = 980.6199 gals.).
 JZ2159
 JZ2159.The modeled gravity was interpolated from observed gravity values.
 JZ2159
 JZ2159;                    North         East    Units  Estimated Accuracy
 JZ2159;SPC IN E     -   426,210.       95,070.      MT  (+/- 180 meters Scaled)
 JZ2159
 JZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ103272(NAD 83)
 JZ2159
 JZ2159                          SUPERSEDED SURVEY CONTROL
 JZ2159
 JZ2159  NGVD 29 (??/??/92)  193.039  (m)          633.33   (f) ADJ UNCH    2 0
 JZ2159
 JZ2159.Superseded values are not recommended for survey control.
 JZ2159
 JZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2159.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2159
 JZ2159_MARKER: DB = BENCH MARK DISK
 JZ2159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2159_SP_SET: BRIDGE
 JZ2159_STAMPING: N 270 1947
 JZ2159_MARK LOGO: CGS
 JZ2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2159
 JZ2159  HISTORY     - Date     Condition        Report By
 JZ2159  HISTORY     - 1947     MONUMENTED       CGS
 JZ2159
 JZ2159                          STATION DESCRIPTION
 JZ2159
 JZ2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2159'0.8 MI NW FROM SCIPIO.
 JZ2159'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JZ2159'PRESBYTERIAN CHURCH AT SCIPIO, ABOUT 90 YARDS SOUTHEAST OF THE
 JZ2159'JUNCTION OF A BLACK TOP ROAD LEADING NORTH, SET IN THE TOP OF THE
 JZ2159'NORTHWEST END OF THE CONCRETE BASE OF THE NORTHEAST CONCRETE
 JZ2159'RAILING OF A CONCRETE DECK STEEL BRIDGE OVER SAND CREEK, 12.8
 JZ2159'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET
 JZ2159'SOUTHEAST OF THE NORTHWEST END OF THE RAILING AND ABOUT 0.5 FOOT
 JZ2159'ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2202 ***********************************************************************
 JZ2202  DESIGNATION -  N 271
 JZ2202  PID         -  JZ2202
 JZ2202  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2202  COUNTRY     -  US
 JZ2202  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2202
 JZ2202                         *CURRENT SURVEY CONTROL
 JZ2202  ______________________________________________________________________
 JZ2202* NAD 83(1986) POSITION- 39 08 02.     (N) 085 48 55.     (W)   SCALED
 JZ2202* NAVD 88 ORTHO HEIGHT -   196.305 (meters)      644.04  (feet) ADJUSTED
 JZ2202  ______________________________________________________________________
 JZ2202  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 JZ2202  DYNAMIC HEIGHT  -        196.184 (meters)      643.65  (feet) COMP
 JZ2202  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 JZ2202
 JZ2202  VERT ORDER      -  SECOND    CLASS 0
 JZ2202
 JZ2202.The horizontal coordinates were scaled from a map and have
 JZ2202.an estimated accuracy of +/- 6 seconds.
 JZ2202
 JZ2202.The orthometric height was determined by differential leveling and
 JZ2202.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2202.in June 1991.
 JZ2202
 JZ2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2202.GEOID18 height accuracy estimate available here.
 JZ2202
 JZ2202.Click photographs - Photos may exist for this station.
 JZ2202
 JZ2202.The dynamic height is computed by dividing the NAVD 88
 JZ2202.geopotential number by the normal gravity value computed on the
 JZ2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2202.degrees latitude (g = 980.6199 gals.).
 JZ2202
 JZ2202.The modeled gravity was interpolated from observed gravity values.
 JZ2202
 JZ2202;                    North         East    Units  Estimated Accuracy
 JZ2202;SPC IN E     -   431,370.       87,150.      MT  (+/- 180 meters Scaled)
 JZ2202
 JZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ023323(NAD 83)
 JZ2202
 JZ2202                          SUPERSEDED SURVEY CONTROL
 JZ2202
 JZ2202  NGVD 29 (??/??/92)  196.43   (m)          644.5    (f) COMPUTED    2 0
 JZ2202
 JZ2202.Superseded values are not recommended for survey control.
 JZ2202
 JZ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2202.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2202
 JZ2202_MARKER: DB = BENCH MARK DISK
 JZ2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2202_SP_SET: BUILDING
 JZ2202_STAMPING: N 271 1947
 JZ2202_MARK LOGO: CGS
 JZ2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2202
 JZ2202  HISTORY     - Date     Condition        Report By
 JZ2202  HISTORY     - 1947     MONUMENTED       CGS
 JZ2202
 JZ2202                          STATION DESCRIPTION
 JZ2202
 JZ2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2202'AT ELIZABETHTOWN.
 JZ2202'AT ELIZABETHTOWN, ABOUT 0.15 MILE WEST ALONG A COUNTY ROAD FROM
 JZ2202'THE POST OFFICE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 JZ2202'BRICK WALL AT THE EAST CORNER OF THE MASONIC HALL (FORMERLY A
 JZ2202'SCHOOL HOUSE), 1.5 FEET SOUTHWEST OF THE EAST CORNER AND 2.9
 JZ2202'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1829 ***********************************************************************
 JZ1829  DESIGNATION -  N 272
 JZ1829  PID         -  JZ1829
 JZ1829  STATE/COUNTY-  IN/FRANKLIN
 JZ1829  COUNTRY     -  US
 JZ1829  USGS QUAD   -  BATESVILLE (2019)
 JZ1829
 JZ1829                         *CURRENT SURVEY CONTROL
 JZ1829  ______________________________________________________________________
 JZ1829* NAD 83(1986) POSITION- 39 17 55.     (N) 085 14 28.     (W)   SCALED
 JZ1829* NAVD 88 ORTHO HEIGHT -   290.447 (meters)      952.91  (feet) ADJUSTED
 JZ1829  ______________________________________________________________________
 JZ1829  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 JZ1829  DYNAMIC HEIGHT  -        290.265 (meters)      952.31  (feet) COMP
 JZ1829  MODELED GRAVITY -    979,994.4   (mgal)                       NAVD 88
 JZ1829
 JZ1829  VERT ORDER      -  FIRST     CLASS II
 JZ1829
 JZ1829.The horizontal coordinates were scaled from a map and have
 JZ1829.an estimated accuracy of +/- 6 seconds.
 JZ1829
 JZ1829.The orthometric height was determined by differential leveling and
 JZ1829.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1829.in June 1991.
 JZ1829
 JZ1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1829.GEOID18 height accuracy estimate available here.
 JZ1829
 JZ1829.Click photographs - Photos may exist for this station.
 JZ1829
 JZ1829.The dynamic height is computed by dividing the NAVD 88
 JZ1829.geopotential number by the normal gravity value computed on the
 JZ1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1829.degrees latitude (g = 980.6199 gals.).
 JZ1829
 JZ1829.The modeled gravity was interpolated from observed gravity values.
 JZ1829
 JZ1829;                    North         East    Units  Estimated Accuracy
 JZ1829;SPC IN E     -   449,730.      136,710.      MT  (+/- 180 meters Scaled)
 JZ1829
 JZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ516513(NAD 83)
 JZ1829
 JZ1829                          SUPERSEDED SURVEY CONTROL
 JZ1829
 JZ1829  NGVD 29 (??/??/92)  290.586  (m)          953.36   (f) ADJ UNCH    1 2
 JZ1829
 JZ1829.Superseded values are not recommended for survey control.
 JZ1829
 JZ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1829.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1829
 JZ1829_MARKER: DB = BENCH MARK DISK
 JZ1829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1829_SP_SET: BRIDGE
 JZ1829_STAMPING: N 272 1947
 JZ1829_MARK LOGO: CGS
 JZ1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1829
 JZ1829  HISTORY     - Date     Condition        Report By
 JZ1829  HISTORY     - 1947     MONUMENTED       CGS
 JZ1829  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1829
 JZ1829                          STATION DESCRIPTION
 JZ1829
 JZ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1829'1.2 MI NW FROM BATESVILLE.
 JZ1829'ABOUT 1.15 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1829'FROM THE STATION AT BATESVILLE, ABOUT 6 1/2 RAILS SOUTHEAST OF
 JZ1829'MILE POST NO. 49, AT A TRIPLE-ARCH CONCRETE RAILROAD BRIDGE NO.
 JZ1829'309, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 JZ1829'WALL, 7.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT LEVEL
 JZ1829'WITH THE TRACK.
 JZ1829
 JZ1829                          STATION RECOVERY (1986)
 JZ1829
 JZ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0601 ***********************************************************************
 JZ0601  DESIGNATION -  N 273
 JZ0601  PID         -  JZ0601
 JZ0601  STATE/COUNTY-  IN/FRANKLIN
 JZ0601  COUNTRY     -  US
 JZ0601  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0601
 JZ0601                         *CURRENT SURVEY CONTROL
 JZ0601  ______________________________________________________________________
 JZ0601* NAD 83(1986) POSITION- 39 18 24.     (N) 084 57 26.     (W)   SCALED
 JZ0601* NAVD 88 ORTHO HEIGHT -   304.535 (meters)      999.13  (feet) ADJUSTED
 JZ0601  ______________________________________________________________________
 JZ0601  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 JZ0601  DYNAMIC HEIGHT  -        304.347 (meters)      998.51  (feet) COMP
 JZ0601  MODELED GRAVITY -    980,002.5   (mgal)                       NAVD 88
 JZ0601
 JZ0601  VERT ORDER      -  SECOND    CLASS 0
 JZ0601
 JZ0601.The horizontal coordinates were scaled from a map and have
 JZ0601.an estimated accuracy of +/- 6 seconds.
 JZ0601
 JZ0601.The orthometric height was determined by differential leveling and
 JZ0601.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0601.in June 1991.
 JZ0601
 JZ0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0601.GEOID18 height accuracy estimate available here.
 JZ0601
 JZ0601.Click photographs - Photos may exist for this station.
 JZ0601
 JZ0601.The dynamic height is computed by dividing the NAVD 88
 JZ0601.geopotential number by the normal gravity value computed on the
 JZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0601.degrees latitude (g = 980.6199 gals.).
 JZ0601
 JZ0601.The modeled gravity was interpolated from observed gravity values.
 JZ0601
 JZ0601;                    North         East    Units  Estimated Accuracy
 JZ0601;SPC IN E     -   450,780.      161,190.      MT  (+/- 180 meters Scaled)
 JZ0601
 JZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761527(NAD 83)
 JZ0601
 JZ0601                          SUPERSEDED SURVEY CONTROL
 JZ0601
 JZ0601  NGVD 29 (??/??/92)  304.715  (m)          999.72   (f) ADJ UNCH    2 0
 JZ0601
 JZ0601.Superseded values are not recommended for survey control.
 JZ0601
 JZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0601.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0601
 JZ0601_MARKER: DB = BENCH MARK DISK
 JZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0601_STAMPING: N 273 1947
 JZ0601_MARK LOGO: CGS
 JZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0601+STABILITY: SURFACE MOTION
 JZ0601
 JZ0601  HISTORY     - Date     Condition        Report By
 JZ0601  HISTORY     - 1947     MONUMENTED       CGS
 JZ0601
 JZ0601                          STATION DESCRIPTION
 JZ0601
 JZ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0601'1 MI N FROM ST LEON.
 JZ0601'1.05 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0601'ST. LEON, 1.05 MILES SOUTH OF THE CROSSROADS AT SOUTH GATE, AT
 JZ0601'THE DEARBORN-FRANKLIN COUNTY LINE, 25 FEET WEST OF THE CENTER
 JZ0601'LINE OF THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE
 JZ0601'COUNTY LINE ROAD, 3 FEET SOUTHWEST OF POWER POLE NO. 577/252,
 JZ0601'1 FOOT EAST OF A FENCE CORNER, 1.5 FEET EAST OF A WHITE WOODEN
 JZ0601'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 JZ0601'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1269 ***********************************************************************
 JZ1269  DESIGNATION -  N 274
 JZ1269  PID         -  JZ1269
 JZ1269  STATE/COUNTY-  IN/UNION
 JZ1269  COUNTRY     -  US
 JZ1269  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1269
 JZ1269                         *CURRENT SURVEY CONTROL
 JZ1269  ______________________________________________________________________
 JZ1269* NAD 83(1986) POSITION- 39 33 23.     (N) 084 51 10.     (W)   SCALED
 JZ1269* NAVD 88 ORTHO HEIGHT -   304.088 (meters)      997.66  (feet) ADJUSTED
 JZ1269  ______________________________________________________________________
 JZ1269  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 JZ1269  DYNAMIC HEIGHT  -        303.913 (meters)      997.09  (feet) COMP
 JZ1269  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 JZ1269
 JZ1269  VERT ORDER      -  SECOND    CLASS 0
 JZ1269
 JZ1269.The horizontal coordinates were scaled from a map and have
 JZ1269.an estimated accuracy of +/- 6 seconds.
 JZ1269
 JZ1269.The orthometric height was determined by differential leveling and
 JZ1269.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1269.in June 1991.
 JZ1269
 JZ1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1269.GEOID18 height accuracy estimate available here.
 JZ1269
 JZ1269.Click photographs - Photos may exist for this station.
 JZ1269
 JZ1269.The dynamic height is computed by dividing the NAVD 88
 JZ1269.geopotential number by the normal gravity value computed on the
 JZ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1269.degrees latitude (g = 980.6199 gals.).
 JZ1269
 JZ1269.The modeled gravity was interpolated from observed gravity values.
 JZ1269
 JZ1269;                    North         East    Units  Estimated Accuracy
 JZ1269;SPC IN E     -   478,580.      169,950.      MT  (+/- 180 meters Scaled)
 JZ1269
 JZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844807(NAD 83)
 JZ1269
 JZ1269                          SUPERSEDED SURVEY CONTROL
 JZ1269
 JZ1269  NGVD 29 (??/??/92)  304.245  (m)          998.18   (f) ADJ UNCH    2 0
 JZ1269
 JZ1269.Superseded values are not recommended for survey control.
 JZ1269
 JZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1269.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1269
 JZ1269_MARKER: DB = BENCH MARK DISK
 JZ1269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1269_SP_SET: CULVERT HEADWALL
 JZ1269_STAMPING: N 274 1947
 JZ1269_MARK LOGO: CGS
 JZ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1269+STABILITY: SURFACE MOTION
 JZ1269
 JZ1269  HISTORY     - Date     Condition        Report By
 JZ1269  HISTORY     - 1947     MONUMENTED       CGS
 JZ1269
 JZ1269                          STATION DESCRIPTION
 JZ1269
 JZ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1269'3 MI SE FROM COTTAGE GROVE.
 JZ1269'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1269'AT COTTAGE GROVE, THENCE ABOUT 2.4 MILES SOUTH ALONG A BLACK
 JZ1269'TOP ROAD, ABOUT 0.15 MILE SOUTH OF THE STEEL BRIDGE OVER LITTLE
 JZ1269'FOUR MILE CREEK, ABOUT -.3 MILE NORTH OF AN EAST-WEST CROSS
 JZ1269'ROAD, ABOUT 25 YARDS NORTHEAST OF H.M. BELLS FARM HOUSE, SET
 JZ1269'IN THE TOP OF THE 18-FOOT CONCRETE HEAD WALL OF A 14-INCH PIPE
 JZ1269'CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.5 FEET
 JZ1269'NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT LEVEL WITH
 JZ1269'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0090 ***********************************************************************
 HB0090  DESIGNATION -  N 275
 HB0090  PID         -  HB0090
 HB0090  STATE/COUNTY-  IN/POSEY
 HB0090  COUNTRY     -  US
 HB0090  USGS QUAD   -  EMMA (2018)
 HB0090
 HB0090                         *CURRENT SURVEY CONTROL
 HB0090  ______________________________________________________________________
 HB0090* NAD 83(1986) POSITION- 37 54 23.     (N) 088 00 36.     (W)   SCALED
 HB0090* NAVD 88 ORTHO HEIGHT -   110.571 (meters)      362.77  (feet) ADJUSTED
 HB0090  ______________________________________________________________________
 HB0090  GEOID HEIGHT    -        -30.411 (meters)                     GEOID18
 HB0090  DYNAMIC HEIGHT  -        110.496 (meters)      362.52  (feet) COMP
 HB0090  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 HB0090
 HB0090  VERT ORDER      -  FIRST     CLASS II
 HB0090
 HB0090.The horizontal coordinates were scaled from a map and have
 HB0090.an estimated accuracy of +/- 6 seconds.
 HB0090
 HB0090.The orthometric height was determined by differential leveling and
 HB0090.adjusted by the NATIONAL GEODETIC SURVEY
 HB0090.in June 1991.
 HB0090
 HB0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0090.GEOID18 height accuracy estimate available here.
 HB0090
 HB0090.Click photographs - Photos may exist for this station.
 HB0090
 HB0090.The dynamic height is computed by dividing the NAVD 88
 HB0090.geopotential number by the normal gravity value computed on the
 HB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0090.degrees latitude (g = 980.6199 gals.).
 HB0090
 HB0090.The modeled gravity was interpolated from observed gravity values.
 HB0090
 HB0090;                    North         East    Units  Estimated Accuracy
 HB0090;SPC IN W     -   295,510.      818,510.      MT  (+/- 180 meters Scaled)
 HB0090
 HB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG112959(NAD 83)
 HB0090
 HB0090                          SUPERSEDED SURVEY CONTROL
 HB0090
 HB0090  NGVD 29 (11/26/84)  110.680  (m)          363.12   (f) ADJUSTED    1 2
 HB0090
 HB0090.Superseded values are not recommended for survey control.
 HB0090
 HB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0090.See file dsdata.pdf to determine how the superseded data were derived.
 HB0090
 HB0090_MARKER: DB = BENCH MARK DISK
 HB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0090_STAMPING: N 275 1954
 HB0090_MARK LOGO: CGS
 HB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0090+STABILITY: SURFACE MOTION
 HB0090
 HB0090  HISTORY     - Date     Condition        Report By
 HB0090  HISTORY     - 1954     MONUMENTED       CGS
 HB0090
 HB0090                          STATION DESCRIPTION
 HB0090
 HB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0090'2.8 MI SW FROM PRAIRIE.
 HB0090'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0090'AT PARIRIE, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD,
 HB0090'ABOUT 0.2 MILE EAST ALONG HIGHWAY 762 THENCE ABOUT 0.5 MILE SOUTH
 HB0090'FROM THE FERRY LANDING AT MACKEYS FERRY LANDING ON WABASH RIVER,
 HB0090'AT A TURN IN THE ROAD WITH TANGENTS EXTENDING EAST AND NORTH-NORTHWEST
 HB0090'22 FEET SOUTH OF CENTER LINE OF ROAD EAST, ABOUT 80 FEET EAST
 HB0090'OF EXTENDED CENTER LINE OF ROAD NORTH, 86 FEET NORTH-NORTHEAST
 HB0090'OF THE NORTHEAST CORNER OF THE NORTH WING OF TWO STORY FRAME HOUSE
 HB0090'OF VERN BALDWIN, 12 FEET NORTH OF A 36-INCH CATALPA TREE WHICH IS
 HB0090'IN A FENCE LINE, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 HB0090'FENCE LINE, 29 FEET EAST OF A 28-INCH ELM TREE, 1 1/2 FEET NORTH
 HB0090'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 HB0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1604 ***********************************************************************
 JZ1604  DESIGNATION -  N 276
 JZ1604  PID         -  JZ1604
 JZ1604  STATE/COUNTY-  IN/FAYETTE
 JZ1604  COUNTRY     -  US
 JZ1604  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1604
 JZ1604                         *CURRENT SURVEY CONTROL
 JZ1604  ______________________________________________________________________
 JZ1604* NAD 83(1986) POSITION- 39 42 03.96   (N) 085 10 46.98   (W)   HD_HELD1
 JZ1604* NAVD 88 ORTHO HEIGHT -   302.074 (meters)      991.05  (feet) ADJUSTED
 JZ1604  ______________________________________________________________________
 JZ1604  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 JZ1604  DYNAMIC HEIGHT  -        301.897 (meters)      990.47  (feet) COMP
 JZ1604  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 JZ1604
 JZ1604  VERT ORDER      -  SECOND    CLASS 0
 JZ1604
 JZ1604.The horizontal coordinates were determined by differentially corrected
 JZ1604.hand held GPS observations or other comparable positioning techniques
 JZ1604.and have an estimated accuracy of +/- 3 meters.
 JZ1604
 JZ1604.The orthometric height was determined by differential leveling and
 JZ1604.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1604.in June 1991.
 JZ1604
 JZ1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1604.GEOID18 height accuracy estimate available here.
 JZ1604
 JZ1604.Click photographs - Photos may exist for this station.
 JZ1604
 JZ1604.The dynamic height is computed by dividing the NAVD 88
 JZ1604.geopotential number by the normal gravity value computed on the
 JZ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1604.degrees latitude (g = 980.6199 gals.).
 JZ1604
 JZ1604.The modeled gravity was interpolated from observed gravity values.
 JZ1604
 JZ1604;                    North         East    Units  Estimated Accuracy
 JZ1604;SPC IN E     -   494,444.7     141,762.0     MT  (+/- 3 meters HH1 GPS) 
 JZ1604
 JZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5605996166(NAD 83)
 JZ1604
 JZ1604                          SUPERSEDED SURVEY CONTROL
 JZ1604
 JZ1604  NGVD 29 (??/??/92)  302.214  (m)          991.51   (f) ADJ UNCH    2 0
 JZ1604
 JZ1604.Superseded values are not recommended for survey control.
 JZ1604
 JZ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1604.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1604
 JZ1604_MARKER: DB = BENCH MARK DISK
 JZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1604_STAMPING: M 276 1947
 JZ1604_MARK LOGO: CGS
 JZ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1604+STABILITY: SURFACE MOTION
 JZ1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1604+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1604
 JZ1604  HISTORY     - Date     Condition        Report By
 JZ1604  HISTORY     - 1947     MONUMENTED       CGS
 JZ1604  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1604
 JZ1604                          STATION DESCRIPTION
 JZ1604
 JZ1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1604'1 MI N FROM HARRISBURGH.
 JZ1604'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 JZ1604'AT HARRISBURGH, AT THE T JUNCTION WITH AN EAST-WEST ROAD, ABOUT
 JZ1604'IN LINE WITH THE CENTER LINE OF THE ROAD SOUTH, 18 FEET NORTH
 JZ1604'OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF A WIRE
 JZ1604'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1604'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1604'PROJECTING ABOUT 4 INCHES.
 JZ1604
 JZ1604                          STATION RECOVERY (2003)
 JZ1604
 JZ1604'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1604'39 42.066 85 10.815 (12 FT ACCURACY)
 JZ1604'THE WIRE FENCE AND WITNESS POST ARE GONE.   THIS LOCATION IS AT THE
 JZ1604'INTERSECTION OF COUNTY ROADS 400N AND 225W.
 JZ1604'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1294 ***********************************************************************
 JZ1294  DESIGNATION -  N 277
 JZ1294  PID         -  JZ1294
 JZ1294  STATE/COUNTY-  IN/WAYNE
 JZ1294  COUNTRY     -  US
 JZ1294  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1294
 JZ1294                         *CURRENT SURVEY CONTROL
 JZ1294  ______________________________________________________________________
 JZ1294* NAD 83(1986) POSITION- 39 43 36.     (N) 084 51 06.     (W)   SCALED
 JZ1294* NAVD 88 ORTHO HEIGHT -   344.823 (meters)     1131.31  (feet) ADJUSTED
 JZ1294  ______________________________________________________________________
 JZ1294  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 JZ1294  DYNAMIC HEIGHT  -        344.619 (meters)     1130.64  (feet) COMP
 JZ1294  MODELED GRAVITY -    980,026.6   (mgal)                       NAVD 88
 JZ1294
 JZ1294  VERT ORDER      -  SECOND    CLASS 0
 JZ1294
 JZ1294.The horizontal coordinates were scaled from a map and have
 JZ1294.an estimated accuracy of +/- 6 seconds.
 JZ1294
 JZ1294.The orthometric height was determined by differential leveling and
 JZ1294.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1294.in June 1991.
 JZ1294
 JZ1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1294.GEOID18 height accuracy estimate available here.
 JZ1294
 JZ1294.Click photographs - Photos may exist for this station.
 JZ1294
 JZ1294.The dynamic height is computed by dividing the NAVD 88
 JZ1294.geopotential number by the normal gravity value computed on the
 JZ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1294.degrees latitude (g = 980.6199 gals.).
 JZ1294
 JZ1294.The modeled gravity was interpolated from observed gravity values.
 JZ1294
 JZ1294;                    North         East    Units  Estimated Accuracy
 JZ1294;SPC IN E     -   497,490.      169,870.      MT  (+/- 180 meters Scaled)
 JZ1294
 JZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841996(NAD 83)
 JZ1294
 JZ1294                          SUPERSEDED SURVEY CONTROL
 JZ1294
 JZ1294  NGVD 29 (??/??/92)  344.968  (m)         1131.78   (f) ADJ UNCH    2 0
 JZ1294
 JZ1294.Superseded values are not recommended for survey control.
 JZ1294
 JZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1294.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1294
 JZ1294_MARKER: DB = BENCH MARK DISK
 JZ1294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1294_SP_SET: CULVERT HEADWALL
 JZ1294_STAMPING: N 277 1947
 JZ1294_MARK LOGO: CGS
 JZ1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1294+STABILITY: SURFACE MOTION
 JZ1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1294+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 JZ1294
 JZ1294  HISTORY     - Date     Condition        Report By
 JZ1294  HISTORY     - 1947     MONUMENTED       CGS
 JZ1294  HISTORY     - 20030609 GOOD             GEOCAC
 JZ1294
 JZ1294                          STATION DESCRIPTION
 JZ1294
 JZ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1294'1 MI S FROM BOSTON.
 JZ1294'0.95 MILE SOUTH ALONG STATE HIGHWAY 21 FROM ITS INTERSECTION
 JZ1294'WITH STATE HIGHWAY 122 AT BOSTON, AT THE UNION-WAYNE COUNTY LINE
 JZ1294'ROAD, 22.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 JZ1294'NORTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, SET IN THE TOP
 JZ1294'OF THE SOUTHWEST CORNER OF A RIGHT-ANGLE SHAPED CONCRETE HEAD
 JZ1294'WALL OF A 14-INCH PIPE CULVERT UNDER THE CROSS ROAD.
 JZ1294
 JZ1294                          STATION RECOVERY (2003)
 JZ1294
 JZ1294'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1294'39 43.599 84 51.108 (12 FT ACCURACY)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1310 ***********************************************************************
 HZ1310  DESIGNATION -  N 278
 HZ1310  PID         -  HZ1310
 HZ1310  STATE/COUNTY-  IN/CLARK
 HZ1310  COUNTRY     -  US
 HZ1310  USGS QUAD   -  BORDEN (2019)
 HZ1310
 HZ1310                         *CURRENT SURVEY CONTROL
 HZ1310  ______________________________________________________________________
 HZ1310* NAD 83(1986) POSITION- 38 26 55.     (N) 085 52 39.     (W)   SCALED
 HZ1310* NAVD 88 ORTHO HEIGHT -   156.701 (meters)      514.11  (feet) ADJUSTED
 HZ1310  ______________________________________________________________________
 HZ1310  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 HZ1310  DYNAMIC HEIGHT  -        156.596 (meters)      513.77  (feet) COMP
 HZ1310  MODELED GRAVITY -    979,958.2   (mgal)                       NAVD 88
 HZ1310
 HZ1310  VERT ORDER      -  FIRST     CLASS II
 HZ1310
 HZ1310.The horizontal coordinates were scaled from a map and have
 HZ1310.an estimated accuracy of +/- 6 seconds.
 HZ1310
 HZ1310.The orthometric height was determined by differential leveling and
 HZ1310.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1310.in June 1991.
 HZ1310
 HZ1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1310.GEOID18 height accuracy estimate available here.
 HZ1310
 HZ1310.Click photographs - Photos may exist for this station.
 HZ1310
 HZ1310.The dynamic height is computed by dividing the NAVD 88
 HZ1310.geopotential number by the normal gravity value computed on the
 HZ1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1310.degrees latitude (g = 980.6199 gals.).
 HZ1310
 HZ1310.The modeled gravity was interpolated from observed gravity values.
 HZ1310
 HZ1310;                    North         East    Units  Estimated Accuracy
 HZ1310;SPC IN E     -   355,310.       81,600.      MT  (+/- 180 meters Scaled)
 HZ1310
 HZ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH979561(NAD 83)
 HZ1310
 HZ1310                          SUPERSEDED SURVEY CONTROL
 HZ1310
 HZ1310  NGVD 29 (??/??/92)  156.838  (m)          514.56   (f) ADJ UNCH    1 2
 HZ1310
 HZ1310.Superseded values are not recommended for survey control.
 HZ1310
 HZ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1310.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1310
 HZ1310_MARKER: DB = BENCH MARK DISK
 HZ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1310_STAMPING: N 278 1949
 HZ1310_MARK LOGO: CGS
 HZ1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1310+STABILITY: SURFACE MOTION
 HZ1310
 HZ1310  HISTORY     - Date     Condition        Report By
 HZ1310  HISTORY     - 1949     MONUMENTED       CGS
 HZ1310
 HZ1310                          STATION DESCRIPTION
 HZ1310
 HZ1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1310'4 MI SE FROM BORDEN.
 HZ1310'ABOUT 4.0 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1310'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A ROAD CROSSING,
 HZ1310'71 FEET SOUTHWEST AND ACROSS A DRIVEWAY SOUTHEAST TO A HOUSE
 HZ1310'FROM THE CENTER OF THE ROAD CROSSING, 43.5 FEET SOUTH OF THE
 HZ1310'SOUTH RAIL, 38.5 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD
 HZ1310'FROM MILE POST 303, 20 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1310'ROAD, 20 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY,
 HZ1310'22 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE,
 HZ1310'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 HZ1310'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1310'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0184 ***********************************************************************
 JA0184  DESIGNATION -  N 279
 JA0184  PID         -  JA0184
 JA0184  STATE/COUNTY-  IN/WASHINGTON
 JA0184  COUNTRY     -  US
 JA0184  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0184
 JA0184                         *CURRENT SURVEY CONTROL
 JA0184  ______________________________________________________________________
 JA0184* NAD 83(1986) POSITION- 38 39 15.     (N) 086 16 04.     (W)   SCALED
 JA0184* NAVD 88 ORTHO HEIGHT -   251.586 (meters)      825.41  (feet) ADJUSTED
 JA0184  ______________________________________________________________________
 JA0184  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 JA0184  DYNAMIC HEIGHT  -        251.419 (meters)      824.86  (feet) COMP
 JA0184  MODELED GRAVITY -    979,959.9   (mgal)                       NAVD 88
 JA0184
 JA0184  VERT ORDER      -  FIRST     CLASS II
 JA0184
 JA0184.The horizontal coordinates were scaled from a map and have
 JA0184.an estimated accuracy of +/- 6 seconds.
 JA0184
 JA0184.The orthometric height was determined by differential leveling and
 JA0184.adjusted by the NATIONAL GEODETIC SURVEY
 JA0184.in June 1991.
 JA0184
 JA0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0184.GEOID18 height accuracy estimate available here.
 JA0184
 JA0184.Click photographs - Photos may exist for this station.
 JA0184
 JA0184.The dynamic height is computed by dividing the NAVD 88
 JA0184.geopotential number by the normal gravity value computed on the
 JA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0184.degrees latitude (g = 980.6199 gals.).
 JA0184
 JA0184.The modeled gravity was interpolated from observed gravity values.
 JA0184
 JA0184;                    North         East    Units  Estimated Accuracy
 JA0184;SPC IN E     -   378,280.       47,680.      MT  (+/- 180 meters Scaled)
 JA0184
 JA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH637786(NAD 83)
 JA0184
 JA0184                          SUPERSEDED SURVEY CONTROL
 JA0184
 JA0184  NGVD 29 (??/??/92)  251.695  (m)          825.77   (f) ADJ UNCH    1 2
 JA0184
 JA0184.Superseded values are not recommended for survey control.
 JA0184
 JA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0184.See file dsdata.pdf to determine how the superseded data were derived.
 JA0184
 JA0184_MARKER: DB = BENCH MARK DISK
 JA0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0184_STAMPING: N 279 1949
 JA0184_MARK LOGO: CGS
 JA0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0184+STABILITY: SURFACE MOTION
 JA0184
 JA0184  HISTORY     - Date     Condition        Report By
 JA0184  HISTORY     - 1949     MONUMENTED       CGS
 JA0184
 JA0184                          STATION DESCRIPTION
 JA0184
 JA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0184'0.5 MI NW FROM CAMPBELLSBURG.
 JA0184'ABOUT 0.5 MILE NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0184'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, AT THE
 JA0184'WEST EDGE OF CAMPBELLSBURG, 287 FEET WEST OF THE CENTER OF A
 JA0184'STREET CROSSING, 108 FEET SOUTHWEST AND ACROSS TRACK FROM THE
 JA0184'SOUTHWEST CORNER OF SECTION TOOL HOUSE, 84 FEET NORTHEAST OF THE
 JA0184'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 52 FEET SOUTH OF THE
 JA0184'SOUTH RAIL, 4 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 JA0184'SIDEWALK, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0184'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JA0184'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1097 ***********************************************************************
 LB1097  DESIGNATION -  N 28
 LB1097  PID         -  LB1097
 LB1097  STATE/COUNTY-  IN/WHITE
 LB1097  COUNTRY     -  US
 LB1097  USGS QUAD   -  IDAVILLE (2019)
 LB1097
 LB1097                         *CURRENT SURVEY CONTROL
 LB1097  ______________________________________________________________________
 LB1097* NAD 83(1986) POSITION- 40 45 16.     (N) 086 41 14.     (W)   SCALED
 LB1097* NAVD 88 ORTHO HEIGHT -   207.776 (meters)      681.68  (feet) ADJUSTED
 LB1097  ______________________________________________________________________
 LB1097  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 LB1097  DYNAMIC HEIGHT  -        207.680 (meters)      681.36  (feet) COMP
 LB1097  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 LB1097
 LB1097  VERT ORDER      -  SECOND    CLASS 0
 LB1097
 LB1097.The horizontal coordinates were scaled from a map and have
 LB1097.an estimated accuracy of +/- 6 seconds.
 LB1097
 LB1097.The orthometric height was determined by differential leveling and
 LB1097.adjusted by the NATIONAL GEODETIC SURVEY
 LB1097.in June 1991.
 LB1097
 LB1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1097.GEOID18 height accuracy estimate available here.
 LB1097
 LB1097.Click photographs - Photos may exist for this station.
 LB1097
 LB1097.The dynamic height is computed by dividing the NAVD 88
 LB1097.geopotential number by the normal gravity value computed on the
 LB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1097.degrees latitude (g = 980.6199 gals.).
 LB1097
 LB1097.The modeled gravity was interpolated from observed gravity values.
 LB1097
 LB1097;                    North         East    Units  Estimated Accuracy
 LB1097;SPC IN W     -   611,370.      933,450.      MT  (+/- 180 meters Scaled)
 LB1097
 LB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL264115(NAD 83)
 LB1097
 LB1097                          SUPERSEDED SURVEY CONTROL
 LB1097
 LB1097  NGVD 29 (??/??/92)  207.885  (m)          682.04   (f) ADJ UNCH    2 0
 LB1097
 LB1097.Superseded values are not recommended for survey control.
 LB1097
 LB1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1097.See file dsdata.pdf to determine how the superseded data were derived.
 LB1097
 LB1097_MARKER: DB = BENCH MARK DISK
 LB1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1097_STAMPING: N 28 1934
 LB1097_MARK LOGO: CGS
 LB1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1097+STABILITY: SURFACE MOTION
 LB1097
 LB1097  HISTORY     - Date     Condition        Report By
 LB1097  HISTORY     - 1934     MONUMENTED       CGS
 LB1097  HISTORY     - 1946     GOOD             CGS
 LB1097
 LB1097                          STATION DESCRIPTION
 LB1097
 LB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1097'2 MI W FROM IDAVILLE.
 LB1097'2.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1097'AT IDAVILLE, WHITE COUNTY, 0.3 MILE WEST OF MILEPOST 17, AT A
 LB1097'GRAVEL-ROAD CROSSING, 41.8 FEET NORTH OF THE NORTH RAIL OF THE
 LB1097'TRACK, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 8.5 FEET
 LB1097'SOUTHEAST OF POWER POLE 724-259, 6 FEET SOUTH OF A FENCE LINE,
 LB1097'AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1097'N 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1097'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0401 ***********************************************************************
 KA0401  DESIGNATION -  N 280
 KA0401  PID         -  KA0401
 KA0401  STATE/COUNTY-  IN/GREENE
 KA0401  COUNTRY     -  US
 KA0401  USGS QUAD   -  SOLSBERRY (2019)
 KA0401
 KA0401                         *CURRENT SURVEY CONTROL
 KA0401  ______________________________________________________________________
 KA0401* NAD 83(1986) POSITION- 39 01 07.     (N) 086 46 28.     (W)   SCALED
 KA0401* NAVD 88 ORTHO HEIGHT -   232.418 (meters)      762.52  (feet) ADJUSTED
 KA0401  ______________________________________________________________________
 KA0401  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 KA0401  DYNAMIC HEIGHT  -        232.272 (meters)      762.05  (feet) COMP
 KA0401  MODELED GRAVITY -    979,997.0   (mgal)                       NAVD 88
 KA0401
 KA0401  VERT ORDER      -  FIRST     CLASS II
 KA0401
 KA0401.The horizontal coordinates were scaled from a map and have
 KA0401.an estimated accuracy of +/- 6 seconds.
 KA0401
 KA0401.The orthometric height was determined by differential leveling and
 KA0401.adjusted by the NATIONAL GEODETIC SURVEY
 KA0401.in June 1991.
 KA0401
 KA0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0401.GEOID18 height accuracy estimate available here.
 KA0401
 KA0401.Click photographs - Photos may exist for this station.
 KA0401
 KA0401.The dynamic height is computed by dividing the NAVD 88
 KA0401.geopotential number by the normal gravity value computed on the
 KA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0401.degrees latitude (g = 980.6199 gals.).
 KA0401
 KA0401.The modeled gravity was interpolated from observed gravity values.
 KA0401
 KA0401;                    North         East    Units  Estimated Accuracy
 KA0401;SPC IN W     -   418,610.      926,750.      MT  (+/- 180 meters Scaled)
 KA0401
 KA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ195188(NAD 83)
 KA0401
 KA0401                          SUPERSEDED SURVEY CONTROL
 KA0401
 KA0401  NGVD 29 (??/??/92)  232.542  (m)          762.93   (f) ADJ UNCH    1 2
 KA0401
 KA0401.Superseded values are not recommended for survey control.
 KA0401
 KA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0401.See file dsdata.pdf to determine how the superseded data were derived.
 KA0401
 KA0401_MARKER: DB = BENCH MARK DISK
 KA0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0401_STAMPING: N 280 1949
 KA0401_MARK LOGO: CGS
 KA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0401+STABILITY: SURFACE MOTION
 KA0401
 KA0401  HISTORY     - Date     Condition        Report By
 KA0401  HISTORY     - 1949     MONUMENTED       CGS
 KA0401
 KA0401                          STATION DESCRIPTION
 KA0401
 KA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0401'3 MI W FROM CINCINNATI.
 KA0401'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE
 KA0401'CHRISTIAN CHURCH AT CINCINNATI, THENCE ABOUT 2.4 MILES SOUTHWEST
 KA0401'ALONG A GRAVEL ROAD, ABOUT 0.8 MILE NORTHEAST OF A CHURCH AND
 KA0401'FILLING STATION, ON THE SOUTHSIDE OF A SHARP CURVE, AT THE
 KA0401'JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE, 40 FEET NORTH OF THE
 KA0401'EXTENDED CENTER LINE OF THE GRAVEL ROAD WEST, 25 FEET SOUTH OF A
 KA0401'CORNER POWER POLE, 13 FEET EAST OF THE CENTER LINE OF THE DRIVE
 KA0401'AND THE ROAD NORTH, 2 FEET NORTH OF A FENCE CORNER, 2 FEET EAST
 KA0401'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 KA0401'OF THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA0401'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0122 ***********************************************************************
 JA0122  DESIGNATION -  N 281
 JA0122  PID         -  JA0122
 JA0122  STATE/COUNTY-  IN/LAWRENCE
 JA0122  COUNTRY     -  US
 JA0122  USGS QUAD   -  BEDFORD EAST (2019)
 JA0122
 JA0122                         *CURRENT SURVEY CONTROL
 JA0122  ______________________________________________________________________
 JA0122* NAD 83(1986) POSITION- 38 50 58.     (N) 086 29 55.     (W)   SCALED
 JA0122* NAVD 88 ORTHO HEIGHT -   205.774 (meters)      675.11  (feet) ADJUSTED
 JA0122  ______________________________________________________________________
 JA0122  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 JA0122  DYNAMIC HEIGHT  -        205.646 (meters)      674.69  (feet) COMP
 JA0122  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JA0122
 JA0122  VERT ORDER      -  FIRST     CLASS II
 JA0122
 JA0122.The horizontal coordinates were scaled from a map and have
 JA0122.an estimated accuracy of +/- 6 seconds.
 JA0122
 JA0122.The orthometric height was determined by differential leveling and
 JA0122.adjusted by the NATIONAL GEODETIC SURVEY
 JA0122.in June 1991.
 JA0122
 JA0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0122.GEOID18 height accuracy estimate available here.
 JA0122
 JA0122.Click photographs - Photos may exist for this station.
 JA0122
 JA0122.The dynamic height is computed by dividing the NAVD 88
 JA0122.geopotential number by the normal gravity value computed on the
 JA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0122.degrees latitude (g = 980.6199 gals.).
 JA0122
 JA0122.The modeled gravity was interpolated from observed gravity values.
 JA0122
 JA0122;                    North         East    Units  Estimated Accuracy
 JA0122;SPC IN W     -   399,950.      950,760.      MT  (+/- 180 meters Scaled)
 JA0122
 JA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435001(NAD 83)
 JA0122
 JA0122                          SUPERSEDED SURVEY CONTROL
 JA0122
 JA0122  NGVD 29 (??/??/92)  205.89   (m)          675.5    (f) COMPUTED    1 2
 JA0122
 JA0122.Superseded values are not recommended for survey control.
 JA0122
 JA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0122.See file dsdata.pdf to determine how the superseded data were derived.
 JA0122
 JA0122_MARKER: DB = BENCH MARK DISK
 JA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0122_STAMPING: N 281 1949
 JA0122_MARK LOGO: CGS
 JA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0122+STABILITY: SURFACE MOTION
 JA0122
 JA0122  HISTORY     - Date     Condition        Report By
 JA0122  HISTORY     - 1949     MONUMENTED       CGS
 JA0122  HISTORY     - 1967     MARK NOT FOUND   CGS
 JA0122
 JA0122                          STATION DESCRIPTION
 JA0122
 JA0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0122'1 MI S FROM BEDFORD.
 JA0122'ABOUT 1.0 MILE SOUTH ALONG OLD HIGHWAY 50 (O ST) FROM THE HIGH
 JA0122'SCHOOL AT BEDFORD, IN THE NORTHWEST QUARTER OF THE CROSSING OF
 JA0122'OLD HIGHWAY 50 AND A STREET THAT LEADS WEST TO THE BEDFORD DRIVE
 JA0122'IN THEATRE, 88 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JA0122'ROAD, 40 FEET NORTH OF THE NORTHWEST CORNER OF A ROCK BUILDING
 JA0122'THAT WAS ONCE A FILLING STATION, 39 FEET WEST OF THE CENTER
 JA0122'LINE OF HIGHWAY 50, 6 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 JA0122'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JA0122'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0122'PROJECTING 5 INCHES.
 JA0122
 JA0122                          STATION RECOVERY (1967)
 JA0122
 JA0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0195 ***********************************************************************
 JB0195  DESIGNATION -  N 282
 JB0195  PID         -  JB0195
 JB0195  STATE/COUNTY-  IN/POSEY
 JB0195  COUNTRY     -  US
 JB0195  USGS QUAD   -  MAUNIE (2018)
 JB0195
 JB0195                         *CURRENT SURVEY CONTROL
 JB0195  ______________________________________________________________________
 JB0195* NAD 83(1986) POSITION- 38 01 05.     (N) 088 00 17.     (W)   SCALED
 JB0195* NAVD 88 ORTHO HEIGHT -   111.685 (meters)      366.42  (feet) ADJUSTED
 JB0195  ______________________________________________________________________
 JB0195  GEOID HEIGHT    -        -30.589 (meters)                     GEOID18
 JB0195  DYNAMIC HEIGHT  -        111.609 (meters)      366.17  (feet) COMP
 JB0195  MODELED GRAVITY -    979,951.4   (mgal)                       NAVD 88
 JB0195
 JB0195  VERT ORDER      -  FIRST     CLASS II
 JB0195
 JB0195.The horizontal coordinates were scaled from a map and have
 JB0195.an estimated accuracy of +/- 6 seconds.
 JB0195
 JB0195.The orthometric height was determined by differential leveling and
 JB0195.adjusted by the NATIONAL GEODETIC SURVEY
 JB0195.in June 1991.
 JB0195
 JB0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0195.GEOID18 height accuracy estimate available here.
 JB0195
 JB0195.Click photographs - Photos may exist for this station.
 JB0195
 JB0195.The dynamic height is computed by dividing the NAVD 88
 JB0195.geopotential number by the normal gravity value computed on the
 JB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0195.degrees latitude (g = 980.6199 gals.).
 JB0195
 JB0195.The modeled gravity was interpolated from observed gravity values.
 JB0195
 JB0195;                    North         East    Units  Estimated Accuracy
 JB0195;SPC IN W     -   307,900.      819,090.      MT  (+/- 180 meters Scaled)
 JB0195
 JB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH118082(NAD 83)
 JB0195
 JB0195                          SUPERSEDED SURVEY CONTROL
 JB0195
 JB0195  NGVD 29 (??/??/92)  111.800  (m)          366.80   (f) ADJ UNCH    1 2
 JB0195
 JB0195.Superseded values are not recommended for survey control.
 JB0195
 JB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0195.See file dsdata.pdf to determine how the superseded data were derived.
 JB0195
 JB0195_MARKER: DB = BENCH MARK DISK
 JB0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0195_SP_SET: BRIDGE
 JB0195_STAMPING: N 282 1954
 JB0195_MARK LOGO: CGS
 JB0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0195
 JB0195  HISTORY     - Date     Condition        Report By
 JB0195  HISTORY     - 1954     MONUMENTED       CGS
 JB0195
 JB0195                          STATION DESCRIPTION
 JB0195
 JB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0195'11.2 MI SW FROM NEW HARMONY.
 JB0195'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JB0195'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0195'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0195'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0195'TO A ROAD JUNCTION AND MC FADEN CEMETERY, THENCE ABOUT 0.65 MILE
 JB0195'EAST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 0.65 MILE
 JB0195'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE WEST ALONG A
 JB0195'GRAVEL ROAD, THENCE ABOUT 0.55 MILE SOUTH ALONG A GRAVEL ROAD,
 JB0195'ABOUT 0.1 MILE EAST OF A CURVE IN ROAD WITH TANGENTS EXTENDING
 JB0195'EAST AND NORTH, IN THE TOP OF THE EAST END OF THE NORTH HEAD
 JB0195'WALL OF A 10-FOOT CONCRETE BRIDGE UNDER ROAD, 9 FEET NORTH OF
 JB0195'CENTER LINE OF ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
 JB0195'MARK MAY BE REACHED FROM THE SCHOOL AT UPTON BY GOING ABOUT 2.45
 JB0195'MILES NORTHWEST ALONG STATE HIGHWAY 62, THENCE ABOUT 0.5 MILE
 JB0195'NORTH, ABOUT 0.4 MILE WEST AND ABOUT 1.05 MILES NORTH ALONG
 JB0195'GRAVEL ROADS, THENCE ABOUT 1.45 MILES WEST, ABOUT 1.0 MILE NORTH
 JB0195'AND ABOUT 1.0 MILE EAST ALONG DIRT ROADS, THENCE ABOUT 0.5 MILE
 JB0195'NORTH AND ABOUT 0.35 MILE WEST ALONG GRAVEL ROADS TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0924 ***********************************************************************
 HA0924  DESIGNATION -  N 283
 HA0924  PID         -  HA0924
 HA0924  STATE/COUNTY-  IN/POSEY
 HA0924  COUNTRY     -  US
 HA0924  USGS QUAD   -  UNIONTOWN (2019)
 HA0924
 HA0924                         *CURRENT SURVEY CONTROL
 HA0924  ______________________________________________________________________
 HA0924* NAD 83(1986) POSITION- 37 49 06.     (N) 087 59 42.     (W)   SCALED
 HA0924* NAVD 88 ORTHO HEIGHT -   109.516 (meters)      359.30  (feet) ADJUSTED
 HA0924  ______________________________________________________________________
 HA0924  GEOID HEIGHT    -        -30.264 (meters)                     GEOID18
 HA0924  DYNAMIC HEIGHT  -        109.440 (meters)      359.05  (feet) COMP
 HA0924  MODELED GRAVITY -    979,940.9   (mgal)                       NAVD 88
 HA0924
 HA0924  VERT ORDER      -  FIRST     CLASS II
 HA0924
 HA0924.The horizontal coordinates were scaled from a map and have
 HA0924.an estimated accuracy of +/- 6 seconds.
 HA0924
 HA0924.The orthometric height was determined by differential leveling and
 HA0924.adjusted by the NATIONAL GEODETIC SURVEY
 HA0924.in June 1991.
 HA0924
 HA0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0924.GEOID18 height accuracy estimate available here.
 HA0924
 HA0924.Click photographs - Photos may exist for this station.
 HA0924
 HA0924.The dynamic height is computed by dividing the NAVD 88
 HA0924.geopotential number by the normal gravity value computed on the
 HA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0924.degrees latitude (g = 980.6199 gals.).
 HA0924
 HA0924.The modeled gravity was interpolated from observed gravity values.
 HA0924
 HA0924;                    North         East    Units  Estimated Accuracy
 HA0924;SPC IN W     -   285,720.      819,730.      MT  (+/- 180 meters Scaled)
 HA0924
 HA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG124861(NAD 83)
 HA0924
 HA0924                          SUPERSEDED SURVEY CONTROL
 HA0924
 HA0924  NGVD 29 (??/??/92)  109.620  (m)          359.64   (f) ADJ UNCH    1 2
 HA0924
 HA0924.Superseded values are not recommended for survey control.
 HA0924
 HA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0924.See file dsdata.pdf to determine how the superseded data were derived.
 HA0924
 HA0924_MARKER: DB = BENCH MARK DISK
 HA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0924_STAMPING: N 283 1954
 HA0924_MARK LOGO: CGS
 HA0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0924+STABILITY: SURFACE MOTION
 HA0924
 HA0924  HISTORY     - Date     Condition        Report By
 HA0924  HISTORY     - 1954     MONUMENTED       CGS
 HA0924  HISTORY     - 1965     MARK NOT FOUND   CGS
 HA0924  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0924  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0924
 HA0924                          STATION DESCRIPTION
 HA0924
 HA0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0924'14.1 MI S FROM PRAIRIE.
 HA0924'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HA0924'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HA0924'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST, ABOUT
 HA0924'1.5 MILES WEST AND SOUTH, ABOUT 0.95 MILE WEST, ABOUT 1.5 MILES
 HA0924'SOUTH, ABOUT 0.95 MILE EAST, ABOUT 0.6 MILE SOUTH, ABOUT 0.7
 HA0924'MILE SOUTHWEST, ABOUT 1.0 MILE EAST, ABOUT 1.4 MILES SOUTH AND
 HA0924'ABOUT 0.5 MILE EAST ALONG GRVEL ROADS, ABOUT 0.6 MILE WEST OF A
 HA0924'CROSSROAD AND ABANDONED CRONBACK SCHOOL, ABOUT 0.1 MILE WEST OF A
 HA0924'25-FOOT BRIDGE, ABOUT 0.4 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD
 HA0924'LEADING SOUTH, AT THE JUNCTION OF A DIM ROAD NORTH, 33 FEET
 HA0924'NORTH OF CENTER LINE OF ROAD, 48 FEET WEST OF CENTER LINE OF
 HA0924'DIM ROAD NORTH, 55 FEET NORTHWEST OF CENTER OF JUNCTION, 20
 HA0924'FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A
 HA0924'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HA0924'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 HA0924'OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0924
 HA0924                          STATION RECOVERY (1965)
 HA0924
 HA0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0924'MARK NOT FOUND.
 HA0924
 HA0924                          STATION RECOVERY (1976)
 HA0924
 HA0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0924'MARK NOT FOUND.
 HA0924
 HA0924                          STATION RECOVERY (1976)
 HA0924
 HA0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1197 ***********************************************************************
 JA1197  DESIGNATION -  N 284
 JA1197  PID         -  JA1197
 JA1197  STATE/COUNTY-  IN/GIBSON
 JA1197  COUNTRY     -  US
 JA1197  USGS QUAD   -  NEW HARMONY (2019)
 JA1197
 JA1197                         *CURRENT SURVEY CONTROL
 JA1197  ______________________________________________________________________
 JA1197* NAD 83(1986) POSITION- 38 13 54.     (N) 087 57 36.     (W)   SCALED
 JA1197* NAVD 88 ORTHO HEIGHT -   113.746 (meters)      373.18  (feet) ADJUSTED
 JA1197  ______________________________________________________________________
 JA1197  GEOID HEIGHT    -        -30.910 (meters)                     GEOID18
 JA1197  DYNAMIC HEIGHT  -        113.671 (meters)      372.94  (feet) COMP
 JA1197  MODELED GRAVITY -    979,970.6   (mgal)                       NAVD 88
 JA1197
 JA1197  VERT ORDER      -  FIRST     CLASS II
 JA1197
 JA1197.The horizontal coordinates were scaled from a map and have
 JA1197.an estimated accuracy of +/- 6 seconds.
 JA1197
 JA1197.The orthometric height was determined by differential leveling and
 JA1197.adjusted by the NATIONAL GEODETIC SURVEY
 JA1197.in June 1991.
 JA1197
 JA1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1197.GEOID18 height accuracy estimate available here.
 JA1197
 JA1197.Click photographs - Photos may exist for this station.
 JA1197
 JA1197.The dynamic height is computed by dividing the NAVD 88
 JA1197.geopotential number by the normal gravity value computed on the
 JA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1197.degrees latitude (g = 980.6199 gals.).
 JA1197
 JA1197.The modeled gravity was interpolated from observed gravity values.
 JA1197
 JA1197;                    North         East    Units  Estimated Accuracy
 JA1197;SPC IN W     -   331,570.      823,250.      MT  (+/- 180 meters Scaled)
 JA1197
 JA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH159319(NAD 83)
 JA1197
 JA1197                          SUPERSEDED SURVEY CONTROL
 JA1197
 JA1197  NGVD 29 (??/??/92)  113.875  (m)          373.60   (f) ADJ UNCH    1 2
 JA1197
 JA1197.Superseded values are not recommended for survey control.
 JA1197
 JA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1197.See file dsdata.pdf to determine how the superseded data were derived.
 JA1197
 JA1197_MARKER: DB = BENCH MARK DISK
 JA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1197_STAMPING: N 284 1954
 JA1197_MARK LOGO: CGS
 JA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1197+STABILITY: SURFACE MOTION
 JA1197
 JA1197  HISTORY     - Date     Condition        Report By
 JA1197  HISTORY     - 1954     MONUMENTED       CGS
 JA1197
 JA1197                          STATION DESCRIPTION
 JA1197
 JA1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1197'12.3 MI N FROM NEW HARMONY.
 JA1197'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1197'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST ALONG
 JA1197'A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF BRIDGE
 JA1197'OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD,
 JA1197'THENCE ABOUT 1.85 MILE WEST AND NORTHWEST ALONG A FARM ROAD, THENCE
 JA1197'ABOUT 0.5 MILE NORTH, ABOUT 0.65 MILE WEST, ABOUT 1.3 MILE NORTH,
 JA1197'ABOUT 0.65 MILE NORTHWEST, ABOUT 0.5 MILE NORTH AND ABOUT 0.85 MILE
 JA1197'EAST ALONG GRAVEL ROADS, AT A NORTH-SOUTH CROSSROAD, 25 FEET
 JA1197'SOUTH OF CENTER LINE OF EAST-WEST ROAD, 46 FEET EAST OF CENTER
 JA1197'LINE OF NORTH-SOUTH ROAD, 50 FEET EAST-SOUTHEAST OF CENTER OF
 JA1197'INTERSECTION, 35 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH
 JA1197'ASH TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JA1197'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1197'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1158 ***********************************************************************
 JA1158  DESIGNATION -  N 285
 JA1158  PID         -  JA1158
 JA1158  STATE/COUNTY-  IN/KNOX
 JA1158  COUNTRY     -  US
 JA1158  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1158
 JA1158                         *CURRENT SURVEY CONTROL
 JA1158  ______________________________________________________________________
 JA1158* NAD 83(1986) POSITION- 38 27 04.     (N) 087 43 49.     (W)   SCALED
 JA1158* NAVD 88 ORTHO HEIGHT -   120.864 (meters)      396.53  (feet) ADJUSTED
 JA1158  ______________________________________________________________________
 JA1158  GEOID HEIGHT    -        -31.323 (meters)                     GEOID18
 JA1158  DYNAMIC HEIGHT  -        120.787 (meters)      396.28  (feet) COMP
 JA1158  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 JA1158
 JA1158  VERT ORDER      -  FIRST     CLASS II
 JA1158
 JA1158.The horizontal coordinates were scaled from a map and have
 JA1158.an estimated accuracy of +/- 6 seconds.
 JA1158
 JA1158.The orthometric height was determined by differential leveling and
 JA1158.adjusted by the NATIONAL GEODETIC SURVEY
 JA1158.in June 1991.
 JA1158
 JA1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1158.GEOID18 height accuracy estimate available here.
 JA1158
 JA1158.Click photographs - Photos may exist for this station.
 JA1158
 JA1158.The dynamic height is computed by dividing the NAVD 88
 JA1158.geopotential number by the normal gravity value computed on the
 JA1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1158.degrees latitude (g = 980.6199 gals.).
 JA1158
 JA1158.The modeled gravity was interpolated from observed gravity values.
 JA1158
 JA1158;                    North         East    Units  Estimated Accuracy
 JA1158;SPC IN W     -   355,760.      843,530.      MT  (+/- 180 meters Scaled)
 JA1158
 JA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH362561(NAD 83)
 JA1158
 JA1158                          SUPERSEDED SURVEY CONTROL
 JA1158
 JA1158  NGVD 29 (??/??/92)  121.000  (m)          396.98   (f) ADJ UNCH    1 2
 JA1158
 JA1158.Superseded values are not recommended for survey control.
 JA1158
 JA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1158.See file dsdata.pdf to determine how the superseded data were derived.
 JA1158
 JA1158_MARKER: DB = BENCH MARK DISK
 JA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1158_STAMPING: N 285 1954
 JA1158_MARK LOGO: CGS
 JA1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1158+STABILITY: SURFACE MOTION
 JA1158
 JA1158  HISTORY     - Date     Condition        Report By
 JA1158  HISTORY     - 1954     MONUMENTED       CGS
 JA1158
 JA1158                          STATION DESCRIPTION
 JA1158
 JA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1158'2.7 MI NE FROM MT CARMEL.
 JA1158'ABOUT 2.7 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1158'LEFT BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT.
 JA1158'CARMEL, ILLINOIS, AT A CURVE IN RIVER ROAD WITH TANGENTS EXTENDING
 JA1158'NORTHWEST AND SOUTH AND JUNCTION OF A GRAVEL ROAD LEADING EAST,
 JA1158'59 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 60 FEET EAST OF
 JA1158'CENTER OF JUNCTION, 11 FEET NORTH OF CENTER LINE OF ROAD EAST,
 JA1158'29 FEET NORTH AND ACROSS ROAD EAST FROM POWER POLE NO. 61 E 6/10,
 JA1158'4 FEET EAST OF A POWER LINE GUY POLE, ABOUT 31 YARDS EAST OF TOP
 JA1158'OF RIVER BANK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JA1158'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1158'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1137 ***********************************************************************
 ME1137  DESIGNATION -  N 286
 ME1137  PID         -  ME1137
 ME1137  STATE/COUNTY-  IN/LAKE
 ME1137  COUNTRY     -  US
 ME1137  USGS QUAD   -  SCHNEIDER (2019)
 ME1137
 ME1137                         *CURRENT SURVEY CONTROL
 ME1137  ______________________________________________________________________
 ME1137* NAD 83(1986) POSITION- 41 13 45.     (N) 087 26 54.     (W)   SCALED
 ME1137* NAVD 88 ORTHO HEIGHT -   194.707 (meters)      638.80  (feet) ADJUSTED
 ME1137  ______________________________________________________________________
 ME1137  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 ME1137  DYNAMIC HEIGHT  -        194.626 (meters)      638.54  (feet) COMP
 ME1137  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 ME1137
 ME1137  VERT ORDER      -  SECOND    CLASS 0
 ME1137
 ME1137.The horizontal coordinates were scaled from a map and have
 ME1137.an estimated accuracy of +/- 6 seconds.
 ME1137
 ME1137.The orthometric height was determined by differential leveling and
 ME1137.adjusted by the NATIONAL GEODETIC SURVEY
 ME1137.in June 1991.
 ME1137
 ME1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1137.GEOID18 height accuracy estimate available here.
 ME1137
 ME1137.Click photographs - Photos may exist for this station.
 ME1137
 ME1137.The dynamic height is computed by dividing the NAVD 88
 ME1137.geopotential number by the normal gravity value computed on the
 ME1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1137.degrees latitude (g = 980.6199 gals.).
 ME1137
 ME1137.The modeled gravity was interpolated from observed gravity values.
 ME1137
 ME1137;                    North         East    Units  Estimated Accuracy
 ME1137;SPC IN W     -   664,070.      869,400.      MT  (+/- 180 meters Scaled)
 ME1137
 ME1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624642(NAD 83)
 ME1137
 ME1137                          SUPERSEDED SURVEY CONTROL
 ME1137
 ME1137  NGVD 29 (??/??/92)  194.793  (m)          639.08   (f) ADJ UNCH    2 0
 ME1137
 ME1137.Superseded values are not recommended for survey control.
 ME1137
 ME1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1137.See file dsdata.pdf to determine how the superseded data were derived.
 ME1137
 ME1137_MARKER: DB = BENCH MARK DISK
 ME1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1137_SP_SET: ABUTMENT
 ME1137_STAMPING: N 286 1954
 ME1137_MARK LOGO: CGS
 ME1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1137
 ME1137  HISTORY     - Date     Condition        Report By
 ME1137  HISTORY     - 1954     MONUMENTED       CGS
 ME1137
 ME1137                          STATION DESCRIPTION
 ME1137
 ME1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1137'2 MI S FROM BELSHAW.
 ME1137'ABOUT 2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1137'THE CROSSING OF BLACK TOP ROAD AT BELSHAW, ABOUT 135 YARDS
 ME1137'SOUTH OF STATION STAKE NO. 1575, IN THE TOP OF THE WEST END OF
 ME1137'BRIDGE SEAT OF SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 49.29 OVER
 ME1137'A CREEK, 15 FEET WEST OF WEST RAIL OF WEST TRACK AND ABOUT 8
 ME1137'FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0706 ***********************************************************************
 ME0706  DESIGNATION -  N 29
 ME0706  PID         -  ME0706
 ME0706  STATE/COUNTY-  IN/PULASKI
 ME0706  COUNTRY     -  US
 ME0706  USGS QUAD   -  SAN PIERRE (2019)
 ME0706
 ME0706                         *CURRENT SURVEY CONTROL
 ME0706  ______________________________________________________________________
 ME0706* NAD 83(1986) POSITION- 41 09 34.     (N) 086 53 23.     (W)   SCALED
 ME0706* NAVD 88 ORTHO HEIGHT -   215.345 (meters)      706.51  (feet) ADJUSTED
 ME0706  ______________________________________________________________________
 ME0706  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0706  DYNAMIC HEIGHT  -        215.252 (meters)      706.21  (feet) COMP
 ME0706  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 ME0706
 ME0706  VERT ORDER      -  SECOND    CLASS 0
 ME0706
 ME0706.The horizontal coordinates were scaled from a map and have
 ME0706.an estimated accuracy of +/- 6 seconds.
 ME0706
 ME0706.The orthometric height was determined by differential leveling and
 ME0706.adjusted by the NATIONAL GEODETIC SURVEY
 ME0706.in June 1991.
 ME0706
 ME0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0706.GEOID18 height accuracy estimate available here.
 ME0706
 ME0706.Click photographs - Photos may exist for this station.
 ME0706
 ME0706.The dynamic height is computed by dividing the NAVD 88
 ME0706.geopotential number by the normal gravity value computed on the
 ME0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0706.degrees latitude (g = 980.6199 gals.).
 ME0706
 ME0706.The modeled gravity was interpolated from observed gravity values.
 ME0706
 ME0706;                    North         East    Units  Estimated Accuracy
 ME0706;SPC IN W     -   656,280.      916,250.      MT  (+/- 180 meters Scaled)
 ME0706
 ME0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL092564(NAD 83)
 ME0706
 ME0706                          SUPERSEDED SURVEY CONTROL
 ME0706
 ME0706  NGVD 29 (??/??/92)  215.436  (m)          706.81   (f) ADJ UNCH    2 0
 ME0706
 ME0706.Superseded values are not recommended for survey control.
 ME0706
 ME0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0706.See file dsdata.pdf to determine how the superseded data were derived.
 ME0706
 ME0706_MARKER: DB = BENCH MARK DISK
 ME0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0706_STAMPING: N 29 1934
 ME0706_MARK LOGO: CGS
 ME0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0706+STABILITY: SURFACE MOTION
 ME0706
 ME0706  HISTORY     - Date     Condition        Report By
 ME0706  HISTORY     - 1934     MONUMENTED       CGS
 ME0706  HISTORY     - 1935     GOOD             CGS
 ME0706
 ME0706                          STATION DESCRIPTION
 ME0706
 ME0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ME0706'5.2 MI N FROM MEDARYVILLE.
 ME0706'5.2 MILES NORTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 ME0706'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT
 ME0706'MEDARYVILLE, PULASKI COUNTY, 2.6 MILES SOUTH OF THE STATION
 ME0706'AT SAN PIERRE, STARKE COUNTY, 455 YARDS SOUTH OF MILEPOST A 21,
 ME0706'210 YARDS SOUTH OF SWITCH TARGET AT ANTHONY SIDING, 200 YARDS
 ME0706'NORTH OF A DIRT-ROAD CROSSING 38.4 FEET WEST OF THE WEST RAIL,
 ME0706'AND 8.7 FEET EAST OF FENCE LINE.  A STANDARD DISK, STAMPED N
 ME0706'29 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 ME0706'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1297 ***********************************************************************
 JA1297  DESIGNATION -  N 292
 JA1297  PID         -  JA1297
 JA1297  STATE/COUNTY-  IN/KNOX
 JA1297  COUNTRY     -  US
 JA1297  USGS QUAD   -  HEATHSVILLE (2018)
 JA1297
 JA1297                         *CURRENT SURVEY CONTROL
 JA1297  ______________________________________________________________________
 JA1297* NAD 83(1986) POSITION- 38 53 11.     (N) 087 30 06.     (W)   SCALED
 JA1297* NAVD 88 ORTHO HEIGHT -   133.875 (meters)      439.22  (feet) ADJUSTED
 JA1297  ______________________________________________________________________
 JA1297  GEOID HEIGHT    -        -31.978 (meters)                     GEOID18
 JA1297  DYNAMIC HEIGHT  -        133.794 (meters)      438.96  (feet) COMP
 JA1297  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 JA1297
 JA1297  VERT ORDER      -  FIRST     CLASS II
 JA1297
 JA1297.The horizontal coordinates were scaled from a map and have
 JA1297.an estimated accuracy of +/- 6 seconds.
 JA1297
 JA1297.The orthometric height was determined by differential leveling and
 JA1297.adjusted by the NATIONAL GEODETIC SURVEY
 JA1297.in June 1991.
 JA1297
 JA1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1297.GEOID18 height accuracy estimate available here.
 JA1297
 JA1297.Click photographs - Photos may exist for this station.
 JA1297
 JA1297.The dynamic height is computed by dividing the NAVD 88
 JA1297.geopotential number by the normal gravity value computed on the
 JA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1297.degrees latitude (g = 980.6199 gals.).
 JA1297
 JA1297.The modeled gravity was interpolated from observed gravity values.
 JA1297
 JA1297;                    North         East    Units  Estimated Accuracy
 JA1297;SPC IN W     -   403,970.      863,710.      MT  (+/- 180 meters Scaled)
 JA1297
 JA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ564042(NAD 83)
 JA1297
 JA1297                          SUPERSEDED SURVEY CONTROL
 JA1297
 JA1297  NGVD 29 (??/??/92)  134.006  (m)          439.65   (f) ADJ UNCH    1 2
 JA1297
 JA1297.Superseded values are not recommended for survey control.
 JA1297
 JA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1297.See file dsdata.pdf to determine how the superseded data were derived.
 JA1297
 JA1297_MARKER: DB = BENCH MARK DISK
 JA1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1297_STAMPING: N 292 1956
 JA1297_MARK LOGO: CGS
 JA1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1297+STABILITY: SURFACE MOTION
 JA1297
 JA1297  HISTORY     - Date     Condition        Report By
 JA1297  HISTORY     - 1956     MONUMENTED       CGS
 JA1297
 JA1297                          STATION DESCRIPTION
 JA1297
 JA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1297'8 MI W FROM OAKTOWN.
 JA1297'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1297'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1297'TOP ROAD, THENCE ABOUT 1.9 MILES WEST AND NORTH ALONG A GRAVEL
 JA1297'ROAD, THENCE ABOUT 1.35 MILES EAST ALONG A GRAVEL ROAD, THENCE
 JA1297'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD, IN SECTION 10, T.5 N,
 JA1297'R.10 W., ABOUT 0.25 MILE NORTH OF AN S CURVE IN ROAD, 20 FEET
 JA1297'WEST OF CENTER LINE OF ROAD, 100 FEET NORTH AND ACROSS A DRIVE
 JA1297'WEST FROM THE NORTHEAST CORNER OF A BARN, 30 FEET NORTH OF CENTER
 JA1297'LINE OF DRIVE, 41 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF PAUL
 JA1297'SHEPHERD RESIDENCE, 2 FEET SOUTHWEST OF SOUTHEAST CORNER OF LAWN
 JA1297'FENCE, 10 FEET EAST-SOUTHEAST OF A 10-INCH MAPLE TREE, ABOUT
 JA1297'1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JA1297'POST PROJECTING 1 INCH.  NOTE-- MARK MAY BE REACHED FROM THE
 JA1297'CEMETERY AT OAKTOWN BY GOING ABOUT 0.8 MILE NORTH ALONG U.S.
 JA1297'HIGHWAY 41, THENCE ABOUT 0.65 MILE WEST, 0.55 MILE NORTH AND 1.0
 JA1297'MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8 MILES WEST
 JA1297'ALONG A GRAVEL ROAD, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL
 JA1297'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1272 ***********************************************************************
 KA1272  DESIGNATION -  N 293
 KA1272  PID         -  KA1272
 KA1272  STATE/COUNTY-  IN/VIGO
 KA1272  COUNTRY     -  US
 KA1272  USGS QUAD   -  HUTTON (2019)
 KA1272
 KA1272                         *CURRENT SURVEY CONTROL
 KA1272  ______________________________________________________________________
 KA1272* NAD 83(1986) POSITION- 39 21 20.     (N) 087 30 59.     (W)   SCALED
 KA1272* NAVD 88 ORTHO HEIGHT -   137.377 (meters)      450.71  (feet) ADJUSTED
 KA1272  ______________________________________________________________________
 KA1272  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 KA1272  DYNAMIC HEIGHT  -        137.298 (meters)      450.45  (feet) COMP
 KA1272  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 KA1272
 KA1272  VERT ORDER      -  FIRST     CLASS II
 KA1272
 KA1272.The horizontal coordinates were scaled from a map and have
 KA1272.an estimated accuracy of +/- 6 seconds.
 KA1272
 KA1272.The orthometric height was determined by differential leveling and
 KA1272.adjusted by the NATIONAL GEODETIC SURVEY
 KA1272.in June 1991.
 KA1272
 KA1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1272.GEOID18 height accuracy estimate available here.
 KA1272
 KA1272.Click photographs - Photos may exist for this station.
 KA1272
 KA1272.The dynamic height is computed by dividing the NAVD 88
 KA1272.geopotential number by the normal gravity value computed on the
 KA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1272.degrees latitude (g = 980.6199 gals.).
 KA1272
 KA1272.The modeled gravity was interpolated from observed gravity values.
 KA1272
 KA1272;                    North         East    Units  Estimated Accuracy
 KA1272;SPC IN W     -   456,060.      862,680.      MT  (+/- 180 meters Scaled)
 KA1272
 KA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ555563(NAD 83)
 KA1272
 KA1272                          SUPERSEDED SURVEY CONTROL
 KA1272
 KA1272  NGVD 29 (??/??/92)  137.484  (m)          451.06   (f) ADJ UNCH    1 2
 KA1272
 KA1272.Superseded values are not recommended for survey control.
 KA1272
 KA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1272.See file dsdata.pdf to determine how the superseded data were derived.
 KA1272
 KA1272_MARKER: DB = BENCH MARK DISK
 KA1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1272_SP_SET: BRIDGE
 KA1272_STAMPING: N 293 1956
 KA1272_MARK LOGO: CGS
 KA1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1272
 KA1272  HISTORY     - Date     Condition        Report By
 KA1272  HISTORY     - 1956     MONUMENTED       CGS
 KA1272  HISTORY     - 1969     GOOD             CGS
 KA1272
 KA1272                          STATION DESCRIPTION
 KA1272
 KA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1272'3.1 MI SW FROM PRAIRIETON.
 KA1272'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1272'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, THENCE ABOUT 0.9
 KA1272'MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF A CROSSROAD,
 KA1272'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF AN
 KA1272'18-FOOT BRIDGE OVER HAYWORTH SLOUGH, 9 FEET EAST OF CENTER LINE OF
 KA1272'ROAD, 1/2 FOOT WEST OF EAST END OF TOP PART OF ABUTMENT AND ABOUT
 KA1272'1 FOOT BELOW LEVEL OF ROAD.
 KA1272
 KA1272                          STATION RECOVERY (1969)
 KA1272
 KA1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0656 ***********************************************************************
 KA0656  DESIGNATION -  N 3
 KA0656  PID         -  KA0656
 KA0656  STATE/COUNTY-  IN/PUTNAM
 KA0656  COUNTRY     -  US
 KA0656  USGS QUAD   -  GREENCASTLE (2019)
 KA0656
 KA0656                         *CURRENT SURVEY CONTROL
 KA0656  ______________________________________________________________________
 KA0656* NAD 83(1986) POSITION- 39 39 14.     (N) 086 52 03.     (W)   SCALED
 KA0656* NAVD 88 ORTHO HEIGHT -   225.081 (meters)      738.45  (feet) ADJUSTED
 KA0656  ______________________________________________________________________
 KA0656  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 KA0656  DYNAMIC HEIGHT  -        224.954 (meters)      738.04  (feet) COMP
 KA0656  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 KA0656
 KA0656  VERT ORDER      -  FIRST     CLASS II
 KA0656
 KA0656.The horizontal coordinates were scaled from a map and have
 KA0656.an estimated accuracy of +/- 6 seconds.
 KA0656
 KA0656.The orthometric height was determined by differential leveling and
 KA0656.adjusted by the NATIONAL GEODETIC SURVEY
 KA0656.in June 1991.
 KA0656
 KA0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0656.GEOID18 height accuracy estimate available here.
 KA0656
 KA0656.Click photographs - Photos may exist for this station.
 KA0656
 KA0656.The dynamic height is computed by dividing the NAVD 88
 KA0656.geopotential number by the normal gravity value computed on the
 KA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0656.degrees latitude (g = 980.6199 gals.).
 KA0656
 KA0656.The modeled gravity was interpolated from observed gravity values.
 KA0656
 KA0656;                    North         East    Units  Estimated Accuracy
 KA0656;SPC IN W     -   489,110.      918,520.      MT  (+/- 180 meters Scaled)
 KA0656
 KA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113893(NAD 83)
 KA0656
 KA0656                          SUPERSEDED SURVEY CONTROL
 KA0656
 KA0656  NGVD 29 (??/??/92)  225.194  (m)          738.82   (f) ADJ UNCH    1 2
 KA0656
 KA0656.Superseded values are not recommended for survey control.
 KA0656
 KA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0656.See file dsdata.pdf to determine how the superseded data were derived.
 KA0656
 KA0656_MARKER: DB = BENCH MARK DISK
 KA0656_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0656_SP_SET: BUILDING
 KA0656_STAMPING: N 3 ELEV 738.824 FT
 KA0656_MARK LOGO: CGS
 KA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0656+STABILITY: SURFACE MOTION
 KA0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0656+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 KA0656
 KA0656  HISTORY     - Date     Condition        Report By
 KA0656  HISTORY     - 1916     MONUMENTED       CGS
 KA0656  HISTORY     - 1946     GOOD             CGS
 KA0656  HISTORY     - 1985     GOOD             NGS
 KA0656  HISTORY     - 20081126 GOOD             INDNR
 KA0656  HISTORY     - 20110505 GOOD             JCLS
 KA0656
 KA0656                          STATION DESCRIPTION
 KA0656
 KA0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0656'AT GREENCASTLE.
 KA0656'AT GREENCASTLE, ON THE NEW YORK CENTRAL RAILROAD, AT THE NORTHEAST
 KA0656'CORNER OF THE STATION, IN THE WALL, AND ABOUT 3 FEET ABOVE THE
 KA0656'PAVEMENT.
 KA0656
 KA0656                          STATION RECOVERY (1985)
 KA0656
 KA0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0656'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KA0656'GREENCASTLE, AT THE INTERSECTION OF U.S. HIGHWAY 231 AND THE CONRAIL
 KA0656'RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE BRICK WALL OF THE
 KA0656'RAILROAD STATION, 138.5 M (454.4 FT) WEST OF THE CENTERLINE OF THE
 KA0656'HIGHWAY, 8.3 M (27.2 FT) SOUTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT)
 KA0656'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 KA0656'THE MARK IS 0.9 M ABOVE A SIDEWALK.
 KA0656
 KA0656                          STATION RECOVERY (2008)
 KA0656
 KA0656'RECOVERY NOTE BY IN DEPT OF NAT RES 2008
 KA0656'RECOVERED IN GOOD CONDITION.
 KA0656
 KA0656                          STATION RECOVERY (2011)
 KA0656
 KA0656'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0079 ***********************************************************************
 JA0079  DESIGNATION -  N 309
 JA0079  PID         -  JA0079
 JA0079  STATE/COUNTY-  IN/ORANGE
 JA0079  COUNTRY     -  US
 JA0079  USGS QUAD   -  MITCHELL (2019)
 JA0079
 JA0079                         *CURRENT SURVEY CONTROL
 JA0079  ______________________________________________________________________
 JA0079* NAD 83(1986) POSITION- 38 39 02.     (N) 086 27 10.     (W)   SCALED
 JA0079* NAVD 88 ORTHO HEIGHT -   194.966 (meters)      639.65  (feet) ADJUSTED
 JA0079  ______________________________________________________________________
 JA0079  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 JA0079  DYNAMIC HEIGHT  -        194.836 (meters)      639.22  (feet) COMP
 JA0079  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 JA0079
 JA0079  VERT ORDER      -  FIRST     CLASS II
 JA0079
 JA0079.The horizontal coordinates were scaled from a map and have
 JA0079.an estimated accuracy of +/- 6 seconds.
 JA0079
 JA0079.The orthometric height was determined by differential leveling and
 JA0079.adjusted by the NATIONAL GEODETIC SURVEY
 JA0079.in June 1991.
 JA0079
 JA0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0079.GEOID18 height accuracy estimate available here.
 JA0079
 JA0079.Click photographs - Photos may exist for this station.
 JA0079
 JA0079.The dynamic height is computed by dividing the NAVD 88
 JA0079.geopotential number by the normal gravity value computed on the
 JA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0079.degrees latitude (g = 980.6199 gals.).
 JA0079
 JA0079.The modeled gravity was interpolated from observed gravity values.
 JA0079
 JA0079;                    North         East    Units  Estimated Accuracy
 JA0079;SPC IN W     -   377,890.      954,890.      MT  (+/- 180 meters Scaled)
 JA0079
 JA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476781(NAD 83)
 JA0079
 JA0079                          SUPERSEDED SURVEY CONTROL
 JA0079
 JA0079  NGVD 29 (??/??/92)  195.072  (m)          640.00   (f) ADJ UNCH    1 2
 JA0079
 JA0079.Superseded values are not recommended for survey control.
 JA0079
 JA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0079.See file dsdata.pdf to determine how the superseded data were derived.
 JA0079
 JA0079_MARKER: DB = BENCH MARK DISK
 JA0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0079_STAMPING: N 309 1965
 JA0079_MARK LOGO: CGS
 JA0079_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0079
 JA0079  HISTORY     - Date     Condition        Report By
 JA0079  HISTORY     - 1965     MONUMENTED       CGS
 JA0079
 JA0079                          STATION DESCRIPTION
 JA0079
 JA0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0079'0.8 MI S FROM ORLEANS.
 JA0079'ABOUT 0.75 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0079'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 31,
 JA0079'T 3 N, R 1 E, AT THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND
 JA0079'A SEWER DISPOSAL PLANT, 25 FEET WEST OF THE WEST RAIL, 1.6
 JA0079'FEET SOUTHEAST OF THE NORTHEAST FENCE CORNER POST, 1.0 FOOT
 JA0079'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 JA0079'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 JA0079'REFUSAL OF 12 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 JA0079'WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0724 ***********************************************************************
 LB0724  DESIGNATION -  N 31
 LB0724  PID         -  LB0724
 LB0724  STATE/COUNTY-  IN/TIPPECANOE
 LB0724  COUNTRY     -  US
 LB0724  USGS QUAD   -  MULBERRY (2019)
 LB0724
 LB0724                         *CURRENT SURVEY CONTROL
 LB0724  ______________________________________________________________________
 LB0724* NAD 83(1997) POSITION- 40 21 11.09915(N) 086 41 58.59032(W)   ADJUSTED
 LB0724* NAVD 88 ORTHO HEIGHT -   229.329 (meters)      752.39  (feet) ADJUSTED
 LB0724  ______________________________________________________________________
 LB0724  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 LB0724  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LB0724  DYNAMIC HEIGHT  -        229.211 (meters)      752.00  (feet) COMP
 LB0724  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 LB0724
 LB0724  HORZ ORDER      -  SECOND
 LB0724  VERT ORDER      -  SECOND    CLASS 0
 LB0724
 LB0724.The horizontal coordinates were established by classical geodetic methods
 LB0724.and adjusted by the National Geodetic Survey in May 1999.
 LB0724
 LB0724.The orthometric height was determined by differential leveling and
 LB0724.adjusted by the NATIONAL GEODETIC SURVEY
 LB0724.in June 1991.
 LB0724
 LB0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0724.GEOID18 height accuracy estimate available here.
 LB0724
 LB0724.Click photographs - Photos may exist for this station.
 LB0724
 LB0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0724
 LB0724.The dynamic height is computed by dividing the NAVD 88
 LB0724.geopotential number by the normal gravity value computed on the
 LB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0724.degrees latitude (g = 980.6199 gals.).
 LB0724
 LB0724.The modeled gravity was interpolated from observed gravity values.
 LB0724
 LB0724. The following values were computed from the NAD 83(1997) position.
 LB0724
 LB0724;                    North         East     Units Scale Factor Converg.
 LB0724;SPC IN W     -   566,792.660   932,597.308   MT  0.99997974   +0 14 54.5
 LB0724;SPC IN W     - 1,859,552.25  3,059,696.33   sFT  0.99997974   +0 14 54.5
 LB0724;UTM  16      - 4,466,990.485   525,508.799   MT  0.99960801   +0 11 40.2
 LB0724
 LB0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0724!SPC IN W     -   0.99996933  x   0.99997974  =   0.99994907
 LB0724!UTM  16      -   0.99996933  x   0.99960801  =   0.99957736
 LB0724
 LB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2550866990(NAD 83)
 LB0724
 LB0724                          SUPERSEDED SURVEY CONTROL
 LB0724
 LB0724  NAD 83(1986)-  40 21 11.10582(N)    086 41 58.60252(W) AD(       ) 2
 LB0724  NAD 27      -  40 21 10.98380(N)    086 41 58.57800(W) AD(       ) 2
 LB0724  NGVD 29 (??/??/92)  229.431  (m)          752.72   (f) ADJ UNCH    2 0
 LB0724  NGVD 29             229.43   (m)          752.7    (f) LEVELING    3  
 LB0724
 LB0724.Superseded values are not recommended for survey control.
 LB0724
 LB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0724.See file dsdata.pdf to determine how the superseded data were derived.
 LB0724
 LB0724_MARKER: DB = BENCH MARK DISK
 LB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0724_STAMPING: N 31 1934
 LB0724_MARK LOGO: CGS
 LB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0724+STABILITY: SURFACE MOTION
 LB0724
 LB0724  HISTORY     - Date     Condition        Report By
 LB0724  HISTORY     - 1934     MONUMENTED       CGS
 LB0724  HISTORY     - 1948     GOOD             CGS
 LB0724  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0724
 LB0724                          STATION DESCRIPTION
 LB0724
 LB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0724'THIS IS A TRAVERSE STATION.
 LB0724'
 LB0724'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF STOCKWELL, 6 MILES
 LB0724'SOUTHWEST OF ROSSVILLE AND 2 MILES NORTHWEST OF MULBERRY.  IT IS 24
 LB0724'FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 7 FEET SOUTH OF A FENCE
 LB0724'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6
 LB0724'INCH CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES AND THE DISK IS
 LB0724'A STANDARD USC AND GS BM DISK STAMPED N 31 1934.
 LB0724'
 LB0724'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAGEE.  THE
 LB0724'DISTANCE WAS 143.25 FEET, (43.662 METERS.).
 LB0724'
 LB0724'TO REACH STATION FROM THE POST OFFICE IN MULBERRY, GO NORTHWEST ON
 LB0724'STATE HIGHWAY 38 FOR 1.9 MILES TO A GRAVEL T ROAD LEFT, TURN LEFT
 LB0724'AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT
 LB0724'AS DESCRIBED.
 LB0724
 LB0724                          STATION RECOVERY (1948)
 LB0724
 LB0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB0724'1.9 MI NW FROM MULBERRY.
 LB0724'1.9 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0724'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, 0.4 MILE
 LB0724'SOUTHEAST OF MILEPOST S 246, AT THE CROSSING OF A GRAVEL ROAD,
 LB0724'26.4 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 22.8 FEET
 LB0724'NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET WEST OF A WHITE
 LB0724'WOODE WITNESS POST.  A STANDARD DISK, STAMPED N 31 1934 AND SET
 LB0724'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 LB0724'NOTE-- 17 FT N AND 24 FT E OF NYC AND ST L R.R. INTERSECTION
 LB0724'WITH N AND S COUNTY ROAD WHICH IS 1/4 MILE W OF CLINTON-TIPPECANOE
 LB0724'CTY LINE.
 LB0724
 LB0724                          STATION RECOVERY (2002)
 LB0724
 LB0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0724'MARK NOT FOUND, POSSIBLY DUE TO RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0374 ***********************************************************************
 JA0374  DESIGNATION -  N 310
 JA0374  PID         -  JA0374
 JA0374  STATE/COUNTY-  IN/ORANGE
 JA0374  COUNTRY     -  US
 JA0374  USGS QUAD   -  VALEENE (2019)
 JA0374
 JA0374                         *CURRENT SURVEY CONTROL
 JA0374  ______________________________________________________________________
 JA0374* NAD 83(1986) POSITION- 38 25 50.     (N) 086 27 21.     (W)   SCALED
 JA0374* NAVD 88 ORTHO HEIGHT -   195.688 (meters)      642.02  (feet) ADJUSTED
 JA0374  ______________________________________________________________________
 JA0374  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 JA0374  DYNAMIC HEIGHT  -        195.550 (meters)      641.57  (feet) COMP
 JA0374  MODELED GRAVITY -    979,922.4   (mgal)                       NAVD 88
 JA0374
 JA0374  VERT ORDER      -  FIRST     CLASS II
 JA0374
 JA0374.The horizontal coordinates were scaled from a map and have
 JA0374.an estimated accuracy of +/- 6 seconds.
 JA0374
 JA0374.The orthometric height was determined by differential leveling and
 JA0374.adjusted by the NATIONAL GEODETIC SURVEY
 JA0374.in June 1991.
 JA0374
 JA0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0374.GEOID18 height accuracy estimate available here.
 JA0374
 JA0374.Click photographs - Photos may exist for this station.
 JA0374
 JA0374.The dynamic height is computed by dividing the NAVD 88
 JA0374.geopotential number by the normal gravity value computed on the
 JA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0374.degrees latitude (g = 980.6199 gals.).
 JA0374
 JA0374.The modeled gravity was interpolated from observed gravity values.
 JA0374
 JA0374;                    North         East    Units  Estimated Accuracy
 JA0374;SPC IN W     -   353,470.      954,790.      MT  (+/- 180 meters Scaled)
 JA0374
 JA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474537(NAD 83)
 JA0374
 JA0374                          SUPERSEDED SURVEY CONTROL
 JA0374
 JA0374  NGVD 29 (??/??/92)  195.793  (m)          642.36   (f) ADJ UNCH    1 2
 JA0374
 JA0374.Superseded values are not recommended for survey control.
 JA0374
 JA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0374.See file dsdata.pdf to determine how the superseded data were derived.
 JA0374
 JA0374_MARKER: DB = BENCH MARK DISK
 JA0374_SETTING: 66 = SET IN ROCK OUTCROP
 JA0374_STAMPING: N 310 1965
 JA0374_MARK LOGO: CGS
 JA0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0374+STABILITY: POSITION/ELEVATION WELL
 JA0374
 JA0374  HISTORY     - Date     Condition        Report By
 JA0374  HISTORY     - 1965     MONUMENTED       CGS
 JA0374
 JA0374                          STATION DESCRIPTION
 JA0374
 JA0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0374'7.5 MI N FROM ENGLISH.
 JA0374'7.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0374'ENGLISH, IN SECTION 13, T 1 S, R 1 W, 18 FEET EAST OF THE CENTER
 JA0374'LINE OF THE HIGHWAY, 72 FEET SOUTH OF THE CENTER OF THE
 JA0374'INTERSECTION OF THE HIGHWAY AND A FARM ROAD, 1.0 FOOT SOUTH OF
 JA0374'A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0729 ***********************************************************************
 JA0729  DESIGNATION -  N 311
 JA0729  PID         -  JA0729
 JA0729  STATE/COUNTY-  IN/DAVIESS
 JA0729  COUNTRY     -  US
 JA0729  USGS QUAD   -  LOOGOOTEE (2019)
 JA0729
 JA0729                         *CURRENT SURVEY CONTROL
 JA0729  ______________________________________________________________________
 JA0729* NAD 83(1986) POSITION- 38 40 25.     (N) 086 56 15.     (W)   SCALED
 JA0729* NAVD 88 ORTHO HEIGHT -   158.348 (meters)      519.51  (feet) ADJUSTED
 JA0729  ______________________________________________________________________
 JA0729  GEOID HEIGHT    -        -32.658 (meters)                     GEOID18
 JA0729  DYNAMIC HEIGHT  -        158.246 (meters)      519.18  (feet) COMP
 JA0729  MODELED GRAVITY -    979,985.8   (mgal)                       NAVD 88
 JA0729
 JA0729  VERT ORDER      -  FIRST     CLASS II
 JA0729
 JA0729.The horizontal coordinates were scaled from a map and have
 JA0729.an estimated accuracy of +/- 6 seconds.
 JA0729
 JA0729.The orthometric height was determined by differential leveling and
 JA0729.adjusted by the NATIONAL GEODETIC SURVEY
 JA0729.in June 1991.
 JA0729
 JA0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0729.GEOID18 height accuracy estimate available here.
 JA0729
 JA0729.Click photographs - Photos may exist for this station.
 JA0729
 JA0729.The dynamic height is computed by dividing the NAVD 88
 JA0729.geopotential number by the normal gravity value computed on the
 JA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0729.degrees latitude (g = 980.6199 gals.).
 JA0729
 JA0729.The modeled gravity was interpolated from observed gravity values.
 JA0729
 JA0729;                    North         East    Units  Estimated Accuracy
 JA0729;SPC IN W     -   380,270.      912,690.      MT  (+/- 180 meters Scaled)
 JA0729
 JA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH054805(NAD 83)
 JA0729
 JA0729                          SUPERSEDED SURVEY CONTROL
 JA0729
 JA0729  NGVD 29 (??/??/92)  158.478  (m)          519.94   (f) ADJ UNCH    1 2
 JA0729
 JA0729.Superseded values are not recommended for survey control.
 JA0729
 JA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0729.See file dsdata.pdf to determine how the superseded data were derived.
 JA0729
 JA0729_MARKER: DB = BENCH MARK DISK
 JA0729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0729_STAMPING: N 311 1965
 JA0729_MARK LOGO: CGS
 JA0729_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0729
 JA0729  HISTORY     - Date     Condition        Report By
 JA0729  HISTORY     - 1965     MONUMENTED       CGS
 JA0729  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA0729
 JA0729                          STATION DESCRIPTION
 JA0729
 JA0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0729'1.1 MI W FROM LOOGOOTEE.
 JA0729'ABOUT 1.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0729'THE STATION AT LOOGOOTEE, IN SECTION 23, T 3 N, R 5 W, 2 POLES
 JA0729'EAST OF MILEPOST 156-30, 37 FEET SOUTH OF THE SOUTH RAIL, 6 1/2
 JA0729'FEET SOUTHWEST OF A POWER POLE, 2.0 FEET EAST OF A METAL WITNESS
 JA0729'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 JA0729'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 JA0729'32 FEET AND IS ENCASED IN A 5 INCH CAST IRON PIPE WHICH PROJECTS
 JA0729'6 INCHES.
 JA0729
 JA0729                          STATION RECOVERY (2022)
 JA0729
 JA0729'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0257 ***********************************************************************
 JA0257  DESIGNATION -  N 312
 JA0257  PID         -  JA0257
 JA0257  STATE/COUNTY-  IN/HARRISON
 JA0257  COUNTRY     -  US
 JA0257  USGS QUAD   -  DEPAUW (2019)
 JA0257
 JA0257                         *CURRENT SURVEY CONTROL
 JA0257  ______________________________________________________________________
 JA0257* NAD 83(1986) POSITION- 38 20 17.     (N) 086 14 08.     (W)   SCALED
 JA0257* NAVD 88 ORTHO HEIGHT -   187.497 (meters)      615.15  (feet) ADJUSTED
 JA0257  ______________________________________________________________________
 JA0257  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 JA0257  DYNAMIC HEIGHT  -        187.365 (meters)      614.71  (feet) COMP
 JA0257  MODELED GRAVITY -    979,921.6   (mgal)                       NAVD 88
 JA0257
 JA0257  VERT ORDER      -  FIRST     CLASS II
 JA0257
 JA0257.The horizontal coordinates were scaled from a map and have
 JA0257.an estimated accuracy of +/- 6 seconds.
 JA0257
 JA0257.The orthometric height was determined by differential leveling and
 JA0257.adjusted by the NATIONAL GEODETIC SURVEY
 JA0257.in June 1991.
 JA0257
 JA0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0257.GEOID18 height accuracy estimate available here.
 JA0257
 JA0257.Click photographs - Photos may exist for this station.
 JA0257
 JA0257.The dynamic height is computed by dividing the NAVD 88
 JA0257.geopotential number by the normal gravity value computed on the
 JA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0257.degrees latitude (g = 980.6199 gals.).
 JA0257
 JA0257.The modeled gravity was interpolated from observed gravity values.
 JA0257
 JA0257;                    North         East    Units  Estimated Accuracy
 JA0257;SPC IN E     -   343,170.       50,270.      MT  (+/- 180 meters Scaled)
 JA0257
 JA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668436(NAD 83)
 JA0257
 JA0257                          SUPERSEDED SURVEY CONTROL
 JA0257
 JA0257  NGVD 29 (??/??/92)  187.615  (m)          615.53   (f) ADJ UNCH    1 2
 JA0257
 JA0257.Superseded values are not recommended for survey control.
 JA0257
 JA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0257.See file dsdata.pdf to determine how the superseded data were derived.
 JA0257
 JA0257_MARKER: DB = BENCH MARK DISK
 JA0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0257_STAMPING: N 312 1965
 JA0257_MARK LOGO: CGS
 JA0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0257+STABILITY: SURFACE MOTION
 JA0257
 JA0257  HISTORY     - Date     Condition        Report By
 JA0257  HISTORY     - 1965     MONUMENTED       CGS
 JA0257
 JA0257                          STATION DESCRIPTION
 JA0257
 JA0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0257'1.1 MI W FROM DE PAUW.
 JA0257'1.1 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING OF
 JA0257'THE RAILROAD AND STATE ROAD 337 AT DE PAUW, IN SECTION 18, T 2 S,
 JA0257'R 3 E, 0.3 MILE WEST OF MILEPOST 243, 24 FEET NORTH OF THE NORTH
 JA0257'RAIL, 4 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL
 JA0257'WITNESS POST, ABOUT LEVEL WITH THE RAILS, SET IN THE TOP OF A
 JA0257'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1347 ***********************************************************************
 HZ1347  DESIGNATION -  N 313 SHANK
 HZ1347  PID         -  HZ1347
 HZ1347  STATE/COUNTY-  IN/FLOYD
 HZ1347  COUNTRY     -  US
 HZ1347  USGS QUAD   -  GEORGETOWN (2019)
 HZ1347
 HZ1347                         *CURRENT SURVEY CONTROL
 HZ1347  ______________________________________________________________________
 HZ1347* NAD 83(1986) POSITION- 38 17 14.     (N) 085 54 16.     (W)   SCALED
 HZ1347* NAVD 88 ORTHO HEIGHT -   225.376 (meters)      739.42  (feet) ADJUSTED
 HZ1347  ______________________________________________________________________
 HZ1347  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 HZ1347  DYNAMIC HEIGHT  -        225.220 (meters)      738.91  (feet) COMP
 HZ1347  MODELED GRAVITY -    979,930.8   (mgal)                       NAVD 88
 HZ1347
 HZ1347  VERT ORDER      -  FIRST     CLASS II
 HZ1347
 HZ1347.The horizontal coordinates were scaled from a map and have
 HZ1347.an estimated accuracy of +/- 6 seconds.
 HZ1347
 HZ1347.The orthometric height was determined by differential leveling and
 HZ1347.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1347.in June 1991.
 HZ1347
 HZ1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1347.GEOID18 height accuracy estimate available here.
 HZ1347
 HZ1347.Click photographs - Photos may exist for this station.
 HZ1347
 HZ1347.The dynamic height is computed by dividing the NAVD 88
 HZ1347.geopotential number by the normal gravity value computed on the
 HZ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1347.degrees latitude (g = 980.6199 gals.).
 HZ1347
 HZ1347.The modeled gravity was interpolated from observed gravity values.
 HZ1347
 HZ1347;                    North         East    Units  Estimated Accuracy
 HZ1347;SPC IN E     -   337,400.       79,200.      MT  (+/- 180 meters Scaled)
 HZ1347
 HZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH958382(NAD 83)
 HZ1347
 HZ1347                          SUPERSEDED SURVEY CONTROL
 HZ1347
 HZ1347  NGVD 29 (??/??/92)  225.510  (m)          739.86   (f) ADJ UNCH    1 2
 HZ1347
 HZ1347.Superseded values are not recommended for survey control.
 HZ1347
 HZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1347.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1347
 HZ1347_MARKER: DB = BENCH MARK DISK
 HZ1347_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1347+STABILITY: POSITION/ELEVATION WELL
 HZ1347
 HZ1347  HISTORY     - Date     Condition        Report By
 HZ1347  HISTORY     - 1965     MONUMENTED       CGS
 HZ1347
 HZ1347                          STATION DESCRIPTION
 HZ1347
 HZ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1347'4.9 MI W FROM NEW ALBANY.
 HZ1347'ABOUT 4.9 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1347'AT NEW ALBANY, OR ABOUT 4.1 MILES EAST ALONG THE SOURR
 HZ1347'FROM THE UNITED BRETHERN CHURCH AT GEORGETOWN, IN SECTION 1,
 HZ1347'T 3 S, R 5 E, 0.4 MILE WEST OF A CROSSING OF THE RAILROAD AND
 HZ1347'U.S. HIGHWAY 460, 24 FEET EAST OF THE EAST PORTAL OF A TUNNEL, 10
 HZ1347'FEET NORTH OF THE NORTH RAIL, SET HORIZONTALLY IN THE FOOT OF THE
 HZ1347'NORTH WALL OF A ROCK CUT, ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0876 ***********************************************************************
 JA0876  DESIGNATION -  N 314
 JA0876  PID         -  JA0876
 JA0876  STATE/COUNTY-  IN/KNOX
 JA0876  COUNTRY     -  US
 JA0876  USGS QUAD   -  FRITCHTON (2019)
 JA0876
 JA0876                         *CURRENT SURVEY CONTROL
 JA0876  ______________________________________________________________________
 JA0876* NAD 83(1986) POSITION- 38 40 46.     (N) 087 24 09.     (W)   SCALED
 JA0876* NAVD 88 ORTHO HEIGHT -   150.619 (meters)      494.16  (feet) ADJUSTED
 JA0876  ______________________________________________________________________
 JA0876  GEOID HEIGHT    -        -31.958 (meters)                     GEOID18
 JA0876  DYNAMIC HEIGHT  -        150.525 (meters)      493.85  (feet) COMP
 JA0876  MODELED GRAVITY -    980,000.8   (mgal)                       NAVD 88
 JA0876
 JA0876  VERT ORDER      -  FIRST     CLASS II
 JA0876
 JA0876.The horizontal coordinates were scaled from a map and have
 JA0876.an estimated accuracy of +/- 6 seconds.
 JA0876
 JA0876.The orthometric height was determined by differential leveling and
 JA0876.adjusted by the NATIONAL GEODETIC SURVEY
 JA0876.in June 1991.
 JA0876
 JA0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0876.GEOID18 height accuracy estimate available here.
 JA0876
 JA0876.Click photographs - Photos may exist for this station.
 JA0876
 JA0876.The dynamic height is computed by dividing the NAVD 88
 JA0876.geopotential number by the normal gravity value computed on the
 JA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0876.degrees latitude (g = 980.6199 gals.).
 JA0876
 JA0876.The modeled gravity was interpolated from observed gravity values.
 JA0876
 JA0876;                    North         East    Units  Estimated Accuracy
 JA0876;SPC IN W     -   380,960.      872,230.      MT  (+/- 180 meters Scaled)
 JA0876
 JA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH649812(NAD 83)
 JA0876
 JA0876                          SUPERSEDED SURVEY CONTROL
 JA0876
 JA0876  NGVD 29 (??/??/92)  150.745  (m)          494.57   (f) ADJ UNCH    1 2
 JA0876
 JA0876.Superseded values are not recommended for survey control.
 JA0876
 JA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0876.See file dsdata.pdf to determine how the superseded data were derived.
 JA0876
 JA0876_MARKER: DB = BENCH MARK DISK
 JA0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0876_SP_SET: ABUTMENT
 JA0876_STAMPING: N 314 1965
 JA0876_MARK LOGO: CGS
 JA0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0876
 JA0876  HISTORY     - Date     Condition        Report By
 JA0876  HISTORY     - 1965     MONUMENTED       CGS
 JA0876  HISTORY     - 1986     GOOD             NGS
 JA0876
 JA0876                          STATION DESCRIPTION
 JA0876
 JA0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0876'5.6 MI W FROM WHEATLAND.
 JA0876'ABOUT 5.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0876'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 550 AT WHEATLAND,
 JA0876'OR ABOUT 6.85 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0876'FROM THE STATION AT VINCENNES, IN SECTION 54, T 3 N, R 9 W, SET
 JA0876'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 JA0876'A RAILROAD OVERPASS OVER A PAVED ROAD, 7 1/2 FEET SOUTH OF THE
 JA0876'SOUTH RAIL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 JA0876
 JA0876                          STATION RECOVERY (1986)
 JA0876
 JA0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0876'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0876'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0876'NOTE--THE OVERPASS MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW
 JA0876'NUMBERED 182.10.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0926 ***********************************************************************
 JA0926  DESIGNATION -  N 315
 JA0926  PID         -  JA0926
 JA0926  STATE/COUNTY-  IN/PIKE
 JA0926  COUNTRY     -  US
 JA0926  USGS QUAD   -  MONROE CITY (2019)
 JA0926
 JA0926                         *CURRENT SURVEY CONTROL
 JA0926  ______________________________________________________________________
 JA0926* NAD 83(1986) POSITION- 38 30 53.     (N) 087 15 52.     (W)   SCALED
 JA0926* NAVD 88 ORTHO HEIGHT -   133.764 (meters)      438.86  (feet) ADJUSTED
 JA0926  ______________________________________________________________________
 JA0926  GEOID HEIGHT    -        -32.058 (meters)                     GEOID18
 JA0926  DYNAMIC HEIGHT  -        133.677 (meters)      438.57  (feet) COMP
 JA0926  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 JA0926
 JA0926  VERT ORDER      -  FIRST     CLASS II
 JA0926
 JA0926.The horizontal coordinates were scaled from a map and have
 JA0926.an estimated accuracy of +/- 6 seconds.
 JA0926
 JA0926.The orthometric height was determined by differential leveling and
 JA0926.adjusted by the NATIONAL GEODETIC SURVEY
 JA0926.in June 1991.
 JA0926
 JA0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0926.GEOID18 height accuracy estimate available here.
 JA0926
 JA0926.Click photographs - Photos may exist for this station.
 JA0926
 JA0926.The dynamic height is computed by dividing the NAVD 88
 JA0926.geopotential number by the normal gravity value computed on the
 JA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0926.degrees latitude (g = 980.6199 gals.).
 JA0926
 JA0926.The modeled gravity was interpolated from observed gravity values.
 JA0926
 JA0926;                    North         East    Units  Estimated Accuracy
 JA0926;SPC IN W     -   362,640.      884,210.      MT  (+/- 180 meters Scaled)
 JA0926
 JA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH769629(NAD 83)
 JA0926
 JA0926                          SUPERSEDED SURVEY CONTROL
 JA0926
 JA0926  NGVD 29 (??/??/92)  133.903  (m)          439.31   (f) ADJ UNCH    1 2
 JA0926
 JA0926.Superseded values are not recommended for survey control.
 JA0926
 JA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0926.See file dsdata.pdf to determine how the superseded data were derived.
 JA0926
 JA0926_MARKER: DB = BENCH MARK DISK
 JA0926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0926_STAMPING: N 315 1965
 JA0926_MARK LOGO: CGS
 JA0926_PROJECTION: PROJECTING 33 CENTIMETERS
 JA0926_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0926
 JA0926  HISTORY     - Date     Condition        Report By
 JA0926  HISTORY     - 1965     MONUMENTED       CGS
 JA0926  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0926
 JA0926                          STATION DESCRIPTION
 JA0926
 JA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0926'2.3 MI NE FROM PETERSBURG.
 JA0926'0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0926'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0926'STREET THENCE 1.95 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0926'RAILROAD, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET SOUTH
 JA0926'OF A TELEPHONE POLE, 26 FEET NORTHWEST OF A 13-INCH OAK TREE
 JA0926'MARKED WITH A BLAZE, 2 FEET SOUTHEAST OF A FENCE, 1.7 FEET
 JA0926'SOUTHWEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 JA0926'OF THE TRACKS, AND SET ON THE TOP OF A 3-INCH IRON PIPE
 JA0926'PROJECTING 13 INCHES.
 JA0926
 JA0926                          STATION RECOVERY (1985)
 JA0926
 JA0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0926'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1047 ***********************************************************************
 JA1047  CBN         -  This is a Cooperative Base Network Control Station.
 JA1047  DESIGNATION -  N 316
 JA1047  PID         -  JA1047
 JA1047  STATE/COUNTY-  IN/WARRICK
 JA1047  COUNTRY     -  US
 JA1047  USGS QUAD   -  ELBERFELD (2019)
 JA1047
 JA1047                         *CURRENT SURVEY CONTROL
 JA1047  ______________________________________________________________________
 JA1047* NAD 83(2011) POSITION- 38 09 33.78415(N) 087 26 44.67273(W)   ADJUSTED
 JA1047* NAD 83(2011) ELLIP HT-   105.420 (meters)        (06/27/12)   ADJUSTED
 JA1047* NAD 83(2011) EPOCH   -  2010.00
 JA1047* NAVD 88 ORTHO HEIGHT -   136.814 (meters)      448.86  (feet) ADJUSTED
 JA1047  ______________________________________________________________________
 JA1047  GEOID HEIGHT    -        -31.394 (meters)                     GEOID18
 JA1047  NAD 83(2011) X  -    223,789.854 (meters)                     COMP
 JA1047  NAD 83(2011) Y  - -5,016,611.824 (meters)                     COMP
 JA1047  NAD 83(2011) Z  -  3,919,434.914 (meters)                     COMP
 JA1047  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 JA1047  DYNAMIC HEIGHT  -        136.721 (meters)      448.56  (feet) COMP
 JA1047  MODELED GRAVITY -    979,951.1   (mgal)                       NAVD 88
 JA1047
 JA1047  VERT ORDER      -  FIRST     CLASS II
 JA1047
 JA1047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1047  Standards:
 JA1047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1047  -------------------------------------------------------------------
 JA1047  NETWORK    0.87   2.04           0.41   0.27   1.04     -0.12350512
 JA1047  -------------------------------------------------------------------
 JA1047  Click here for local accuracies and other accuracy information.
 JA1047
 JA1047.The horizontal coordinates were established by GPS observations
 JA1047.and adjusted by the National Geodetic Survey in June 2012.
 JA1047
 JA1047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1047.been affixed to the stable North American tectonic plate. See 
 JA1047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1047
 JA1047.The horizontal coordinates are valid at the epoch date displayed above
 JA1047.which is a decimal equivalence of Year/Month/Day.
 JA1047
 JA1047.The orthometric height was determined by differential leveling and
 JA1047.adjusted by the NATIONAL GEODETIC SURVEY
 JA1047.in June 1991.
 JA1047
 JA1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1047.GEOID18 height accuracy estimate available here.
 JA1047
 JA1047.Click photographs - Photos may exist for this station.
 JA1047
 JA1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1047
 JA1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1047
 JA1047.The ellipsoidal height was determined by GPS observations
 JA1047.and is referenced to NAD 83.
 JA1047
 JA1047.The dynamic height is computed by dividing the NAVD 88
 JA1047.geopotential number by the normal gravity value computed on the
 JA1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1047.degrees latitude (g = 980.6199 gals.).
 JA1047
 JA1047.The modeled gravity was interpolated from observed gravity values.
 JA1047
 JA1047. The following values were computed from the NAD 83(2011) position.
 JA1047
 JA1047;                    North         East     Units Scale Factor Converg.
 JA1047;SPC IN W     -   323,246.857   868,238.742   MT  0.99997909   -0 13 26.1
 JA1047;SPC IN W     - 1,060,519.06  2,848,546.61   sFT  0.99997909   -0 13 26.1
 JA1047;UTM  16      - 4,223,593.152   460,949.764   MT  0.99961878   -0 16 31.5
 JA1047
 JA1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1047!SPC IN W     -   0.99998346  x   0.99997909  =   0.99996255
 JA1047!UTM  16      -   0.99998346  x   0.99961878  =   0.99960224
 JA1047
 JA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6094923593(NAD 83)
 JA1047
 JA1047                          SUPERSEDED SURVEY CONTROL
 JA1047
 JA1047  NAD 83(2007)-  38 09 33.78419(N)    087 26 44.67356(W) AD(2002.00) 0
 JA1047  ELLIP H (02/10/07)  105.451  (m)                       GP(2002.00)    
 JA1047  NAD 83(1997)-  38 09 33.78408(N)    087 26 44.67396(W) AD(       ) B
 JA1047  ELLIP H (04/10/98)  105.480  (m)                       GP(       ) 4 1
 JA1047  NAVD 88             136.81   (m)          448.9    (f) LEVELING    3  
 JA1047  NGVD 29 (??/??/92)  136.931  (m)          449.25   (f) ADJ UNCH    1 2
 JA1047
 JA1047.Superseded values are not recommended for survey control.
 JA1047
 JA1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1047.See file dsdata.pdf to determine how the superseded data were derived.
 JA1047
 JA1047_MARKER: DB = BENCH MARK DISK
 JA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1047_STAMPING: N 316 1965
 JA1047_MARK LOGO: CGS
 JA1047_PROJECTION: FLUSH
 JA1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1047+STABILITY: SURFACE MOTION
 JA1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1047+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JA1047
 JA1047  HISTORY     - Date     Condition        Report By
 JA1047  HISTORY     - 1965     MONUMENTED       CGS
 JA1047  HISTORY     - 19910131 GOOD             USPSQD
 JA1047  HISTORY     - 19970902 GOOD             SEC
 JA1047  HISTORY     - 20090828 GOOD             ACCU
 JA1047  HISTORY     - 20140213 GOOD             INDOT
 JA1047  HISTORY     - 20221011 GOOD             INDOT
 JA1047
 JA1047                          STATION DESCRIPTION
 JA1047
 JA1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1047'0.1 MI SE FROM ELBERFELD.
 JA1047'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 JA1047'AT ELBERFELD, IN SECTION 20, T 4 S, R 9 W, 6 POLES NORTHEAST OF
 JA1047'MILEPOST 120, 232 FEET NORTHEAST OF THE CENTER LINE OF MAIN
 JA1047'STREET, 82 FEET NORTHWEST ACROSS A PAVED STREET FROM THE AFTERALL
 JA1047'HOUSE, 44 FEET NORTHEAST OF A TELEPHONE POLE, 41 FEET NORTHWEST
 JA1047'OF THE CENTER LINE OF A PAVED ROAD, 28 FEET SOUTHEAST OF THE
 JA1047'SOUTHEAST RAIL OF THE MAIN TRACK, 75 FEET SOUTHWEST OF A POWER
 JA1047'POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA1047'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA1047
 JA1047                          STATION RECOVERY (1991)
 JA1047
 JA1047'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1047'RECOVERED IN GOOD CONDITION.
 JA1047
 JA1047                          STATION RECOVERY (1997)
 JA1047
 JA1047'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA1047'THE STATION IS LOCATED 1.3 MILES (2.1 KM) EAST OF INTERSTATE HIGHWAY
 JA1047'164, 0.6 MILES (1.0 KM) SOUTH OF INTERSTATE HIGHWAY 64, IN THE TOWN OF
 JA1047'ELBERFELD.  TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 JA1047'HIGHWAYS 64, 164, AND STATE HIGHWAY 57, GO NORTH ON STATE HIGHWAY 57
 JA1047'FOR 0.15 MILES (0.24 KM) TO A CROSSROAD.  TURN RIGHT AT NOBLE CHAPEL
 JA1047'ROAD AND GO EAST FOR 1.1 MILES (1.8 KM) TO A CROSSROAD, TURN RIGHT ON
 JA1047'NORTH SECOND STREET AND GO SOUTH FOR 0.9 MILES (1.4 KM) TO A
 JA1047'CROSSROAD, TURN LEFT ON MAIN STREET AND GO 0.1 MILES (0.2 KM) TO THE
 JA1047'FIRST CROSSROAD OVER RAILROAD TRACKS, TURN LEFT AT EAST FRONT STREET
 JA1047'AND GO NORTH 0.04 MILES (0.06 KM) TO STATION ON LEFT.
 JA1047'OWNERSHIP--INDIANA SOUTHERN RAILROAD, GENERAL MANAGER, DICK NEWMAN,
 JA1047'PHONE 812-354-8080.  THE STATION IS SET IN A ROUND CONCRETE MONUMENT
 JA1047'FLUSH WITH GROUND, ABOUT LEVEL WITH RAILROAD TRACKS.  IT IS 71.6
 JA1047'METERS (234.9 FT) NORTHEAST OF THE CENTERLINE OF MAIN STREET, 22.71
 JA1047'METERS (74.51 FT) SOUTHWEST OF POWER POLE 661-352, 14.48 METERS (47.51
 JA1047'FT) WEST OF CENTERLINE OF EAST FRONT STREET, 8.47 METERS (27.79 FT)
 JA1047'SOUTHEAST OF SOUTHEAST RAIL AND 0.47 METERS (1.54 FT) WEST OF METAL
 JA1047'WITNESS POST.
 JA1047
 JA1047                          STATION RECOVERY (2009)
 JA1047
 JA1047'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WJC)
 JA1047'RECOVERED IN GOOD CONDITION.
 JA1047
 JA1047                          STATION RECOVERY (2014)
 JA1047
 JA1047'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JES)
 JA1047'RECOVERED AS DESCRIBED.
 JA1047
 JA1047                          STATION RECOVERY (2022)
 JA1047
 JA1047'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0609 ***********************************************************************
 JA0609  DESIGNATION -  N 317
 JA0609  PID         -  JA0609
 JA0609  STATE/COUNTY-  IN/SPENCER
 JA0609  COUNTRY     -  US
 JA0609  USGS QUAD   -  DALE (2019)
 JA0609
 JA0609                         *CURRENT SURVEY CONTROL
 JA0609  ______________________________________________________________________
 JA0609* NAD 83(1986) POSITION- 38 09 48.     (N) 086 58 31.     (W)   SCALED
 JA0609* NAVD 88 ORTHO HEIGHT -   127.982 (meters)      419.89  (feet) ADJUSTED
 JA0609  ______________________________________________________________________
 JA0609  GEOID HEIGHT    -        -31.936 (meters)                     GEOID18
 JA0609  DYNAMIC HEIGHT  -        127.896 (meters)      419.61  (feet) COMP
 JA0609  MODELED GRAVITY -    979,955.1   (mgal)                       NAVD 88
 JA0609
 JA0609  VERT ORDER      -  FIRST     CLASS II
 JA0609
 JA0609.The horizontal coordinates were scaled from a map and have
 JA0609.an estimated accuracy of +/- 6 seconds.
 JA0609
 JA0609.The orthometric height was determined by differential leveling and
 JA0609.adjusted by the NATIONAL GEODETIC SURVEY
 JA0609.in June 1991.
 JA0609
 JA0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0609.GEOID18 height accuracy estimate available here.
 JA0609
 JA0609.Click photographs - Photos may exist for this station.
 JA0609
 JA0609.The dynamic height is computed by dividing the NAVD 88
 JA0609.geopotential number by the normal gravity value computed on the
 JA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0609.degrees latitude (g = 980.6199 gals.).
 JA0609
 JA0609.The modeled gravity was interpolated from observed gravity values.
 JA0609
 JA0609;                    North         East    Units  Estimated Accuracy
 JA0609;SPC IN W     -   323,630.      909,470.      MT  (+/- 180 meters Scaled)
 JA0609
 JA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH021239(NAD 83)
 JA0609
 JA0609                          SUPERSEDED SURVEY CONTROL
 JA0609
 JA0609  NGVD 29 (??/??/92)  128.087  (m)          420.23   (f) ADJ UNCH    1 2
 JA0609
 JA0609.Superseded values are not recommended for survey control.
 JA0609
 JA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0609.See file dsdata.pdf to determine how the superseded data were derived.
 JA0609
 JA0609_MARKER: DB = BENCH MARK DISK
 JA0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0609_STAMPING: N 317 1965
 JA0609_MARK LOGO: CGS
 JA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0609+STABILITY: SURFACE MOTION
 JA0609
 JA0609  HISTORY     - Date     Condition        Report By
 JA0609  HISTORY     - 1965     MONUMENTED       CGS
 JA0609
 JA0609                          STATION DESCRIPTION
 JA0609
 JA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0609'1.3 MI S FROM DALE.
 JA0609'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0609'FROM THE POST OFFICE AT DALE, THENCE 0.3 MILE SOUTH-SOUTHWEST
 JA0609'ALONG THE SOUTHERN RAILWAY, IN SECTION 21, T 4 S, R 5 W, 10
 JA0609'RAILS SOUTHWEST OF THE SOUTHERN RAILROAD STATION, 153 FEET
 JA0609'SOUTHWEST OF THE CENTER LINE OF VINE STREET, 40 FEET NORTHWEST
 JA0609'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 27 FEET NORTHWEST OF
 JA0609'THE NORTHWEST RAIL OF A SIDE TRACK, 9 FEET SOUTHWEST OF A
 JA0609'TELEPHONE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, SET
 JA0609'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0701 ***********************************************************************
 HA0701  DESIGNATION -  N 318
 HA0701  PID         -  HA0701
 HA0701  STATE/COUNTY-  IN/SPENCER
 HA0701  COUNTRY     -  US
 HA0701  USGS QUAD   -  ROCKPORT (2019)
 HA0701
 HA0701                         *CURRENT SURVEY CONTROL
 HA0701  ______________________________________________________________________
 HA0701* NAD 83(1986) POSITION- 37 54 54.     (N) 087 01 25.     (W)   SCALED
 HA0701* NAVD 88 ORTHO HEIGHT -   116.366 (meters)      381.78  (feet) ADJUSTED
 HA0701  ______________________________________________________________________
 HA0701  GEOID HEIGHT    -        -31.243 (meters)                     GEOID18
 HA0701  DYNAMIC HEIGHT  -        116.288 (meters)      381.52  (feet) COMP
 HA0701  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 HA0701
 HA0701  VERT ORDER      -  FIRST     CLASS II
 HA0701
 HA0701.The horizontal coordinates were scaled from a map and have
 HA0701.an estimated accuracy of +/- 6 seconds.
 HA0701
 HA0701.The orthometric height was determined by differential leveling and
 HA0701.adjusted by the NATIONAL GEODETIC SURVEY
 HA0701.in June 1991.
 HA0701
 HA0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0701.GEOID18 height accuracy estimate available here.
 HA0701
 HA0701.Click photographs - Photos may exist for this station.
 HA0701
 HA0701.The dynamic height is computed by dividing the NAVD 88
 HA0701.geopotential number by the normal gravity value computed on the
 HA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0701.degrees latitude (g = 980.6199 gals.).
 HA0701
 HA0701.The modeled gravity was interpolated from observed gravity values.
 HA0701
 HA0701;                    North         East    Units  Estimated Accuracy
 HA0701;SPC IN W     -   296,060.      905,250.      MT  (+/- 180 meters Scaled)
 HA0701
 HA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG979963(NAD 83)
 HA0701
 HA0701                          SUPERSEDED SURVEY CONTROL
 HA0701
 HA0701  NGVD 29 (??/??/92)  116.474  (m)          382.13   (f) ADJ UNCH    1 2
 HA0701
 HA0701.Superseded values are not recommended for survey control.
 HA0701
 HA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0701.See file dsdata.pdf to determine how the superseded data were derived.
 HA0701
 HA0701_MARKER: DB = BENCH MARK DISK
 HA0701_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0701_SP_SET: BOX CULVERT HEADWALL
 HA0701_STAMPING: N 318 1965
 HA0701_MARK LOGO: CGS
 HA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0701+STABILITY: SURFACE MOTION
 HA0701
 HA0701  HISTORY     - Date     Condition        Report By
 HA0701  HISTORY     - 1965     MONUMENTED       CGS
 HA0701  HISTORY     - 20110131 GOOD             GEOCAC
 HA0701
 HA0701                          STATION DESCRIPTION
 HA0701
 HA0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0701'2.8 MI W FROM GRANDVIEW.
 HA0701'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0701'AT GRANDVIEW, OR ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY
 HA0701'45 AND 66 FROM THE POST OFFICE AT ROCKPORT, IN SECTION 13, T 7 S,
 HA0701'R 6 W, 0.15 MILE EAST OF A BRICK FARMHOUSE ON THE NORTH SIDE
 HA0701'OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HA0701'10 1/2 FEET SOUTHWEST OF A POWER POLE, SET IN THE CENTER OF THE
 HA0701'TOP OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, ABOUT 9 FEET
 HA0701'BELOW THE LEVEL OF THE HIGHWAY.
 HA0701
 HA0701                          STATION RECOVERY (2011)
 HA0701
 HA0701'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0701'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0797 ***********************************************************************
 HZ0797  DESIGNATION -  N 319
 HZ0797  PID         -  HZ0797
 HZ0797  STATE/COUNTY-  IN/SWITZERLAND
 HZ0797  COUNTRY     -  US
 HZ0797  USGS QUAD   -  PATRIOT (2019)
 HZ0797
 HZ0797                         *CURRENT SURVEY CONTROL
 HZ0797  ______________________________________________________________________
 HZ0797* NAD 83(1986) POSITION- 38 51 11.     (N) 084 48 16.     (W)   SCALED
 HZ0797* NAVD 88 ORTHO HEIGHT -   142.576 (meters)      467.77  (feet) ADJUSTED
 HZ0797  ______________________________________________________________________
 HZ0797  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 HZ0797  DYNAMIC HEIGHT  -        142.486 (meters)      467.47  (feet) COMP
 HZ0797  MODELED GRAVITY -    979,993.4   (mgal)                       NAVD 88
 HZ0797
 HZ0797  VERT ORDER      -  FIRST     CLASS II
 HZ0797
 HZ0797.The horizontal coordinates were scaled from a map and have
 HZ0797.an estimated accuracy of +/- 6 seconds.
 HZ0797
 HZ0797.The orthometric height was determined by differential leveling and
 HZ0797.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0797.in June 1991.
 HZ0797
 HZ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0797.GEOID18 height accuracy estimate available here.
 HZ0797
 HZ0797.Click photographs - Photos may exist for this station.
 HZ0797
 HZ0797.The dynamic height is computed by dividing the NAVD 88
 HZ0797.geopotential number by the normal gravity value computed on the
 HZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0797.degrees latitude (g = 980.6199 gals.).
 HZ0797
 HZ0797.The modeled gravity was interpolated from observed gravity values.
 HZ0797
 HZ0797;                    North         East    Units  Estimated Accuracy
 HZ0797;SPC IN E     -   400,540.      174,840.      MT  (+/- 180 meters Scaled)
 HZ0797
 HZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ905027(NAD 83)
 HZ0797
 HZ0797                          SUPERSEDED SURVEY CONTROL
 HZ0797
 HZ0797  NGVD 29 (??/??/92)  142.774  (m)          468.42   (f) ADJ UNCH    1 2
 HZ0797
 HZ0797.Superseded values are not recommended for survey control.
 HZ0797
 HZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0797.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0797
 HZ0797_MARKER: DB = BENCH MARK DISK
 HZ0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0797_SP_SET: BOX CULVERT HEADWALL
 HZ0797_STAMPING: N 319 1965
 HZ0797_MARK LOGO: CGS
 HZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0797+STABILITY: SURFACE MOTION
 HZ0797
 HZ0797  HISTORY     - Date     Condition        Report By
 HZ0797  HISTORY     - 1965     MONUMENTED       CGS
 HZ0797
 HZ0797                          STATION DESCRIPTION
 HZ0797
 HZ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0797'1.4 MI NE FROM PATRIOT.
 HZ0797'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0797'OFFICE AT PATRIOT, IN SECTION 7, T 1 N, R 1 E, 36 FEET NORTHWEST
 HZ0797'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 HZ0797'END OF THE NORTHWEST HEADWALL OF A LARGE BOX CULVERT, ABOUT 6
 HZ0797'FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0751 ***********************************************************************
 LB0751  DESIGNATION -  N 32
 LB0751  PID         -  LB0751
 LB0751  STATE/COUNTY-  IN/CLINTON
 LB0751  COUNTRY     -  US
 LB0751  USGS QUAD   -  COLFAX (2019)
 LB0751
 LB0751                         *CURRENT SURVEY CONTROL
 LB0751  ______________________________________________________________________
 LB0751* NAD 83(1986) POSITION- 40 11 39.     (N) 086 39 55.     (W)   SCALED
 LB0751* NAVD 88 ORTHO HEIGHT -   257.501 (meters)      844.82  (feet) ADJUSTED
 LB0751  ______________________________________________________________________
 LB0751  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 LB0751  DYNAMIC HEIGHT  -        257.364 (meters)      844.37  (feet) COMP
 LB0751  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 LB0751
 LB0751  VERT ORDER      -  SECOND    CLASS 0
 LB0751
 LB0751.The horizontal coordinates were scaled from a map and have
 LB0751.an estimated accuracy of +/- 6 seconds.
 LB0751
 LB0751.The orthometric height was determined by differential leveling and
 LB0751.adjusted by the NATIONAL GEODETIC SURVEY
 LB0751.in June 1991.
 LB0751
 LB0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0751.GEOID18 height accuracy estimate available here.
 LB0751
 LB0751.Click photographs - Photos may exist for this station.
 LB0751
 LB0751.The dynamic height is computed by dividing the NAVD 88
 LB0751.geopotential number by the normal gravity value computed on the
 LB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0751.degrees latitude (g = 980.6199 gals.).
 LB0751
 LB0751.The modeled gravity was interpolated from observed gravity values.
 LB0751
 LB0751;                    North         East    Units  Estimated Accuracy
 LB0751;SPC IN W     -   549,160.      935,600.      MT  (+/- 180 meters Scaled)
 LB0751
 LB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK284493(NAD 83)
 LB0751
 LB0751                          SUPERSEDED SURVEY CONTROL
 LB0751
 LB0751  NGVD 29 (??/??/92)  257.596  (m)          845.13   (f) ADJ UNCH    2 0
 LB0751
 LB0751.Superseded values are not recommended for survey control.
 LB0751
 LB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0751.See file dsdata.pdf to determine how the superseded data were derived.
 LB0751
 LB0751_MARKER: DB = BENCH MARK DISK
 LB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0751_STAMPING: N 32 1934
 LB0751_MARK LOGO: CGS
 LB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0751+STABILITY: SURFACE MOTION
 LB0751
 LB0751  HISTORY     - Date     Condition        Report By
 LB0751  HISTORY     - 1934     MONUMENTED       CGS
 LB0751  HISTORY     - 1946     GOOD             CGS
 LB0751
 LB0751                          STATION DESCRIPTION
 LB0751
 LB0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0751'AT COLFAX.
 LB0751'AT COLFAX, 81.6 FEET EAST OF THE EAST CORNER OF THE PENNSYLVANIA
 LB0751'RAILROAD STATION, 42.4 FEET SOUTHEAST OF THE EAST CORNER OF A
 LB0751'SIGNAL TOWER, 21.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LB0751'NORTHEAST TRACK OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LB0751'LOUIS RAILWAY, 28.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LB0751'P.R.R. TRACK, 11.5 FEET SOUTH-SOUTHEAST OF A POLE ALONG THE P.R.R.,
 LB0751'3.7 FEET WEST OF A TELEGRAPH POLE ON THE C.C.C. AND ST. L. RY.,
 LB0751'AND ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE P.R.R. TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1044 ***********************************************************************
 HZ1044  DESIGNATION -  N 320
 HZ1044  PID         -  HZ1044
 HZ1044  STATE/COUNTY-  IN/JEFFERSON
 HZ1044  COUNTRY     -  US
 HZ1044  USGS QUAD   -  CARROLLTON (2019)
 HZ1044
 HZ1044                         *CURRENT SURVEY CONTROL
 HZ1044  ______________________________________________________________________
 HZ1044* NAD 83(1986) POSITION- 38 43 33.     (N) 085 14 07.     (W)   SCALED
 HZ1044* NAVD 88 ORTHO HEIGHT -   144.099 (meters)      472.76  (feet) ADJUSTED
 HZ1044  ______________________________________________________________________
 HZ1044  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 HZ1044  DYNAMIC HEIGHT  -        144.006 (meters)      472.46  (feet) COMP
 HZ1044  MODELED GRAVITY -    979,977.4   (mgal)                       NAVD 88
 HZ1044
 HZ1044  VERT ORDER      -  FIRST     CLASS II
 HZ1044
 HZ1044.The horizontal coordinates were scaled from a map and have
 HZ1044.an estimated accuracy of +/- 6 seconds.
 HZ1044
 HZ1044.The orthometric height was determined by differential leveling and
 HZ1044.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1044.in June 1991.
 HZ1044
 HZ1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1044.GEOID18 height accuracy estimate available here.
 HZ1044
 HZ1044.Click photographs - Photos may exist for this station.
 HZ1044
 HZ1044.The dynamic height is computed by dividing the NAVD 88
 HZ1044.geopotential number by the normal gravity value computed on the
 HZ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1044.degrees latitude (g = 980.6199 gals.).
 HZ1044
 HZ1044.The modeled gravity was interpolated from observed gravity values.
 HZ1044
 HZ1044;                    North         East    Units  Estimated Accuracy
 HZ1044;SPC IN E     -   386,150.      137,510.      MT  (+/- 180 meters Scaled)
 HZ1044
 HZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH534878(NAD 83)
 HZ1044
 HZ1044                          SUPERSEDED SURVEY CONTROL
 HZ1044
 HZ1044  NGVD 29 (??/??/92)  144.273  (m)          473.34   (f) ADJ UNCH    1 2
 HZ1044
 HZ1044.Superseded values are not recommended for survey control.
 HZ1044
 HZ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1044.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1044
 HZ1044_MARKER: DB = BENCH MARK DISK
 HZ1044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1044_STAMPING: N 320 1965
 HZ1044_MARK LOGO: CGS
 HZ1044_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1044
 HZ1044  HISTORY     - Date     Condition        Report By
 HZ1044  HISTORY     - 1965     MONUMENTED       CGS
 HZ1044
 HZ1044                          STATION DESCRIPTION
 HZ1044
 HZ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1044'8.2 MI SE FROM MADISON.
 HZ1044'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1044'AT MADISON, IN SECTION 6, T 3 N, R 12 E, 0.1 MILE NORTHWEST
 HZ1044'OF A JUNCTION OF THE HIGHWAY AND A ROAD, 50 FEET NORTHEAST OF THE
 HZ1044'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHWEST OF A METAL WITNESS
 HZ1044'POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 HZ1044'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1705 ***********************************************************************
 HZ1705  DESIGNATION -  N 321
 HZ1705  PID         -  HZ1705
 HZ1705  STATE/COUNTY-  IN/JEFFERSON
 HZ1705  COUNTRY     -  US
 HZ1705  USGS QUAD   -  KENT (2019)
 HZ1705
 HZ1705                         *CURRENT SURVEY CONTROL
 HZ1705  ______________________________________________________________________
 HZ1705* NAD 83(2011) POSITION- 38 40 59.06415(N) 085 31 32.07348(W)   ADJUSTED
 HZ1705* NAD 83(2011) ELLIP HT-   203.699 (meters)        (10/06/17)   ADJUSTED
 HZ1705* NAD 83(2011) EPOCH   -  2010.00
 HZ1705* NAVD 88 ORTHO HEIGHT -   237.525 (meters)      779.28  (feet) ADJUSTED
 HZ1705  ______________________________________________________________________
 HZ1705  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 HZ1705  NAD 83(2011) X  -    388,943.238 (meters)                     COMP
 HZ1705  NAD 83(2011) Y  - -4,970,357.194 (meters)                     COMP
 HZ1705  NAD 83(2011) Z  -  3,965,041.067 (meters)                     COMP
 HZ1705  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HZ1705  DYNAMIC HEIGHT  -        237.368 (meters)      778.76  (feet) COMP
 HZ1705  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 HZ1705
 HZ1705  VERT ORDER      -  FIRST     CLASS II
 HZ1705
 HZ1705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1705  Standards:
 HZ1705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1705  -------------------------------------------------------------------
 HZ1705  NETWORK    0.47   1.22           0.21   0.17   0.62      0.05879544
 HZ1705  -------------------------------------------------------------------
 HZ1705  Click here for local accuracies and other accuracy information.
 HZ1705
 HZ1705.The horizontal coordinates were established by GPS observations
 HZ1705.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 HZ1705
 HZ1705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1705.been affixed to the stable North American tectonic plate. See 
 HZ1705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1705
 HZ1705.The horizontal coordinates are valid at the epoch date displayed above
 HZ1705.which is a decimal equivalence of Year/Month/Day.
 HZ1705
 HZ1705.The orthometric height was determined by differential leveling and
 HZ1705.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1705.in June 1991.
 HZ1705
 HZ1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1705.GEOID18 height accuracy estimate available here.
 HZ1705
 HZ1705.Click photographs - Photos may exist for this station.
 HZ1705
 HZ1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1705
 HZ1705.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1705
 HZ1705.The ellipsoidal height was determined by GPS observations
 HZ1705.and is referenced to NAD 83.
 HZ1705
 HZ1705.The dynamic height is computed by dividing the NAVD 88
 HZ1705.geopotential number by the normal gravity value computed on the
 HZ1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1705.degrees latitude (g = 980.6199 gals.).
 HZ1705
 HZ1705.The modeled gravity was interpolated from observed gravity values.
 HZ1705
 HZ1705. The following values were computed from the NAD 83(2011) position.
 HZ1705
 HZ1705;                    North         East     Units Scale Factor Converg.
 HZ1705;SPC IN E     -   381,324.108   112,276.110   MT  0.99996852   +0 05 17.5
 HZ1705;SPC IN E     - 1,251,060.84    368,359.20   sFT  0.99996852   +0 05 17.5
 HZ1705;UTM  16      - 4,282,639.301   628,243.690   MT  0.99980253   +0 55 18.0
 HZ1705
 HZ1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1705!SPC IN E     -   0.99996804  x   0.99996852  =   0.99993656
 HZ1705!UTM  16      -   0.99996804  x   0.99980253  =   0.99977058
 HZ1705
 HZ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2824382639(NAD 83)
 HZ1705
 HZ1705                          SUPERSEDED SURVEY CONTROL
 HZ1705
 HZ1705  NGVD 29 (??/??/92)  237.684  (m)          779.80   (f) ADJ UNCH    1 2
 HZ1705
 HZ1705.Superseded values are not recommended for survey control.
 HZ1705
 HZ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1705.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1705
 HZ1705_MARKER: DB = BENCH MARK DISK
 HZ1705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1705_SP_SET: CULVERT HEADWALL
 HZ1705_STAMPING: N 321 1965
 HZ1705_MARK LOGO: CGS
 HZ1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1705+STABILITY: SURFACE MOTION
 HZ1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1705+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1705
 HZ1705  HISTORY     - Date     Condition        Report By
 HZ1705  HISTORY     - 1965     MONUMENTED       CGS
 HZ1705  HISTORY     - 1977     GOOD             LOCSUR
 HZ1705  HISTORY     - 20150420 GOOD             USI
 HZ1705  HISTORY     - 20160128 GOOD             INDOT
 HZ1705  HISTORY     - 20190915 GOOD             USPSQD
 HZ1705
 HZ1705                          STATION DESCRIPTION
 HZ1705
 HZ1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1705'5 MI SW FROM HANOVER.
 HZ1705'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1705'METHODIST CHURCH AT HANOVER, THENCE 1.85 MILES SOUTH ALONG
 HZ1705'STATE HIGHWAY 62, IN SECTION 21, T 3 N, R 9 E, 21 FEET WEST OF THE
 HZ1705'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 HZ1705'WEST HEAD WALL OF A CONCRETE CULVERT, 84 FEET SOUTH-SOUTHEAST
 HZ1705'OF THE SOUTHEAST CORNER OF A BUILDING, ABOUT LEVEL WITH THE
 HZ1705'HIGHWAY.
 HZ1705
 HZ1705                          STATION RECOVERY (1977)
 HZ1705
 HZ1705'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 HZ1705'RECOVERED IN GOOD CONDITION.
 HZ1705
 HZ1705                          STATION RECOVERY (2015)
 HZ1705
 HZ1705'RECOVERY NOTE BY USI CONSULTANTS INC 2015
 HZ1705'RECOVERED IN GOOD CONDITION.
 HZ1705
 HZ1705                          STATION RECOVERY (2016)
 HZ1705
 HZ1705'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (CS)
 HZ1705'RECOVERED AS DESCRIBED.
 HZ1705
 HZ1705                          STATION RECOVERY (2019)
 HZ1705
 HZ1705'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1627 ***********************************************************************
 HZ1627  DESIGNATION -  N 322
 HZ1627  PID         -  HZ1627
 HZ1627  STATE/COUNTY-  IN/CLARK
 HZ1627  COUNTRY     -  US
 HZ1627  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1627
 HZ1627                         *CURRENT SURVEY CONTROL
 HZ1627  ______________________________________________________________________
 HZ1627* NAD 83(1986) POSITION- 38 19 28.     (N) 085 39 46.     (W)   SCALED
 HZ1627* NAVD 88 ORTHO HEIGHT -   139.970 (meters)      459.22  (feet) ADJUSTED
 HZ1627  ______________________________________________________________________
 HZ1627  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 HZ1627  DYNAMIC HEIGHT  -        139.876 (meters)      458.91  (feet) COMP
 HZ1627  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 HZ1627
 HZ1627  VERT ORDER      -  FIRST     CLASS II
 HZ1627
 HZ1627.The horizontal coordinates were scaled from a map and have
 HZ1627.an estimated accuracy of +/- 6 seconds.
 HZ1627
 HZ1627.The orthometric height was determined by differential leveling and
 HZ1627.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1627.in June 1991.
 HZ1627
 HZ1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1627.GEOID18 height accuracy estimate available here.
 HZ1627
 HZ1627.Click photographs - Photos may exist for this station.
 HZ1627
 HZ1627.The dynamic height is computed by dividing the NAVD 88
 HZ1627.geopotential number by the normal gravity value computed on the
 HZ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1627.degrees latitude (g = 980.6199 gals.).
 HZ1627
 HZ1627.The modeled gravity was interpolated from observed gravity values.
 HZ1627
 HZ1627;                    North         East    Units  Estimated Accuracy
 HZ1627;SPC IN E     -   341,510.      100,340.      MT  (+/- 180 meters Scaled)
 HZ1627
 HZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168426(NAD 83)
 HZ1627
 HZ1627                          SUPERSEDED SURVEY CONTROL
 HZ1627
 HZ1627  NGVD 29 (??/??/92)  140.125  (m)          459.73   (f) ADJ UNCH    1 2
 HZ1627
 HZ1627.Superseded values are not recommended for survey control.
 HZ1627
 HZ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1627.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1627
 HZ1627_MARKER: DB = BENCH MARK DISK
 HZ1627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1627_STAMPING: N 322 1965
 HZ1627_MARK LOGO: CGS
 HZ1627_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1627
 HZ1627  HISTORY     - Date     Condition        Report By
 HZ1627  HISTORY     - 1965     MONUMENTED       CGS
 HZ1627
 HZ1627                          STATION DESCRIPTION
 HZ1627
 HZ1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1627'0.8 MI SW FROM UTICA.
 HZ1627'ABOUT 0.8 MILE SOUTHWEST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1627'CHURCH AT UTICA, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HZ1627'75 YARDS SOUTHWEST OF A JUNCTION OF THE ROAD AND A ROAD LEADING
 HZ1627'TO THE MIDDLE WEST ROADS COMPANY SAND AND GRAVEL PIT, 2 1/2 FEET
 HZ1627'SOUTH OF A POWER POLE 1 1/2 FEET NORTHWEST OF A FENCE, 1.2 FEET
 HZ1627'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 HZ1627'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 HZ1627'IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED IN A 5-INCH CAST
 HZ1627'IRON PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1587 ***********************************************************************
 HZ1587  DESIGNATION -  N 323
 HZ1587  PID         -  HZ1587
 HZ1587  STATE/COUNTY-  IN/HARRISON
 HZ1587  COUNTRY     -  US
 HZ1587  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1587
 HZ1587                         *CURRENT SURVEY CONTROL
 HZ1587  ______________________________________________________________________
 HZ1587* NAD 83(1986) POSITION- 38 06 54.     (N) 085 54 35.     (W)   SCALED
 HZ1587* NAVD 88 ORTHO HEIGHT -   131.104 (meters)      430.13  (feet) ADJUSTED
 HZ1587  ______________________________________________________________________
 HZ1587  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 HZ1587  DYNAMIC HEIGHT  -        131.014 (meters)      429.84  (feet) COMP
 HZ1587  MODELED GRAVITY -    979,944.0   (mgal)                       NAVD 88
 HZ1587
 HZ1587  VERT ORDER      -  FIRST     CLASS II
 HZ1587
 HZ1587.The horizontal coordinates were scaled from a map and have
 HZ1587.an estimated accuracy of +/- 6 seconds.
 HZ1587
 HZ1587.The orthometric height was determined by differential leveling and
 HZ1587.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1587.in June 1991.
 HZ1587
 HZ1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1587.GEOID18 height accuracy estimate available here.
 HZ1587
 HZ1587.Click photographs - Photos may exist for this station.
 HZ1587
 HZ1587.The dynamic height is computed by dividing the NAVD 88
 HZ1587.geopotential number by the normal gravity value computed on the
 HZ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1587.degrees latitude (g = 980.6199 gals.).
 HZ1587
 HZ1587.The modeled gravity was interpolated from observed gravity values.
 HZ1587
 HZ1587;                    North         East    Units  Estimated Accuracy
 HZ1587;SPC IN E     -   318,290.       78,690.      MT  (+/- 180 meters Scaled)
 HZ1587
 HZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955191(NAD 83)
 HZ1587
 HZ1587                          SUPERSEDED SURVEY CONTROL
 HZ1587
 HZ1587  NGVD 29 (??/??/92)  131.237  (m)          430.57   (f) ADJ UNCH    1 2
 HZ1587
 HZ1587.Superseded values are not recommended for survey control.
 HZ1587
 HZ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1587.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1587
 HZ1587_MARKER: DB = BENCH MARK DISK
 HZ1587_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1587_STAMPING: N 323 1965
 HZ1587_MARK LOGO: CGS
 HZ1587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1587+STABILITY: POSITION/ELEVATION WELL
 HZ1587
 HZ1587  HISTORY     - Date     Condition        Report By
 HZ1587  HISTORY     - 1965     MONUMENTED       CGS
 HZ1587
 HZ1587                          STATION DESCRIPTION
 HZ1587
 HZ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1587'5.8 MI N FROM ROSEWOOD.
 HZ1587'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1587'METHODIST CHURCH AT ROSEWOOD, THENCE 5.45 MILES NORTH ALONG
 HZ1587'STATE HIGHWAY 111, IN SECTION 1, T 5 S, R 5 E, ABOUT 143 YARDS
 HZ1587'SOUTH OF THE ENTRANCE ROAD TO LEWIS CAMP, 23 FEET WEST OF THE
 HZ1587'CENTER LINE OF THE HIGHWAY SET IN THE TOP OF A ROCK OUTCROP,
 HZ1587'3 1/2 FEET EAST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL
 HZ1587'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0472 ***********************************************************************
 JA0472  DESIGNATION -  N 324
 JA0472  PID         -  JA0472
 JA0472  STATE/COUNTY-  IN/HARRISON
 JA0472  COUNTRY     -  US
 JA0472  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0472
 JA0472                         *CURRENT SURVEY CONTROL
 JA0472  ______________________________________________________________________
 JA0472* NAD 83(1986) POSITION- 38 03 42.     (N) 086 15 43.     (W)   SCALED
 JA0472* NAVD 88 ORTHO HEIGHT -   130.887 (meters)      429.42  (feet) ADJUSTED
 JA0472  ______________________________________________________________________
 JA0472  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 JA0472  DYNAMIC HEIGHT  -        130.795 (meters)      429.12  (feet) COMP
 JA0472  MODELED GRAVITY -    979,922.6   (mgal)                       NAVD 88
 JA0472
 JA0472  VERT ORDER      -  FIRST     CLASS II
 JA0472
 JA0472.The horizontal coordinates were scaled from a map and have
 JA0472.an estimated accuracy of +/- 6 seconds.
 JA0472
 JA0472.The orthometric height was determined by differential leveling and
 JA0472.adjusted by the NATIONAL GEODETIC SURVEY
 JA0472.in June 1991.
 JA0472
 JA0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0472.GEOID18 height accuracy estimate available here.
 JA0472
 JA0472.Click photographs - Photos may exist for this station.
 JA0472
 JA0472.The dynamic height is computed by dividing the NAVD 88
 JA0472.geopotential number by the normal gravity value computed on the
 JA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0472.degrees latitude (g = 980.6199 gals.).
 JA0472
 JA0472.The modeled gravity was interpolated from observed gravity values.
 JA0472
 JA0472;                    North         East    Units  Estimated Accuracy
 JA0472;SPC IN E     -   312,510.       47,760.      MT  (+/- 180 meters Scaled)
 JA0472
 JA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH647129(NAD 83)
 JA0472
 JA0472                          SUPERSEDED SURVEY CONTROL
 JA0472
 JA0472  NGVD 29 (??/??/92)  130.997  (m)          429.78   (f) ADJ UNCH    1 2
 JA0472
 JA0472.Superseded values are not recommended for survey control.
 JA0472
 JA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0472.See file dsdata.pdf to determine how the superseded data were derived.
 JA0472
 JA0472_MARKER: DB = BENCH MARK DISK
 JA0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0472_SP_SET: BRIDGE
 JA0472_STAMPING: N 324 1965
 JA0472_MARK LOGO: CGS
 JA0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0472
 JA0472  HISTORY     - Date     Condition        Report By
 JA0472  HISTORY     - 1965     MONUMENTED       CGS
 JA0472
 JA0472                          STATION DESCRIPTION
 JA0472
 JA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0472'3 MI S FROM NEW AMSTERDAM.
 JA0472'3.0 MILES SOUTH ALONG THE GRAVELED RIVER ROAD FROM THE
 JA0472'EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, OR ABOUT 0.5
 JA0472'MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY BRIDGE
 JA0472'OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH ALONG
 JA0472'OLD STATE HIGHWAY 135, THENCE 4.75 MILES NORTHWEST ALONG THE
 JA0472'GRAVELED RIVER ROAD, IN SECTION 24, T 5 S, R 3 E, 15 1/2 FEET
 JA0472'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 JA0472'SOUTH END OF THE CONCRETE WING WALL AT THE SOUTH CORNER OF A
 JA0472'SMALL CONCRETE BRIDGE OVER A CREEK, 11 FEET SOUTH OF THE SOUTH
 JA0472'CORNER OF THE BRIDGE, 1 1/2 FEET EAST OF A 4-INCH ELM TREE
 JA0472'BEARING A WITNESS SHIELD ON THE NORTHEAST SIDE, AND ABOUT LEVEL
 JA0472'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1098 ***********************************************************************
 HA1098  FBN         -  This is a Federal Base Network Control Station.
 HA1098  DESIGNATION -  N 325
 HA1098  PID         -  HA1098
 HA1098  STATE/COUNTY-  IN/VANDERBURGH
 HA1098  COUNTRY     -  US
 HA1098  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1098
 HA1098                         *CURRENT SURVEY CONTROL
 HA1098  ______________________________________________________________________
 HA1098* NAD 83(2011) POSITION- 37 56 47.44039(N) 087 40 31.03871(W)   ADJUSTED
 HA1098* NAD 83(2011) ELLIP HT-   119.473 (meters)        (06/27/12)   ADJUSTED
 HA1098* NAD 83(2011) EPOCH   -  2010.00
 HA1098* NAVD 88 ORTHO HEIGHT -   150.321 (meters)      493.18  (feet) ADJUSTED
 HA1098  ______________________________________________________________________
 HA1098  GEOID HEIGHT    -        -30.862 (meters)                     GEOID18
 HA1098  NAD 83(2011) X  -    204,281.109 (meters)                     COMP
 HA1098  NAD 83(2011) Y  - -5,032,031.752 (meters)                     COMP
 HA1098  NAD 83(2011) Z  -  3,900,837.279 (meters)                     COMP
 HA1098  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 HA1098  DYNAMIC HEIGHT  -        150.216 (meters)      492.83  (feet) COMP
 HA1098  MODELED GRAVITY -    979,933.2   (mgal)                       NAVD 88
 HA1098
 HA1098  VERT ORDER      -  FIRST     CLASS II
 HA1098
 HA1098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA1098  Standards:
 HA1098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA1098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA1098  -------------------------------------------------------------------
 HA1098  NETWORK    0.70   1.49           0.32   0.24   0.76     -0.06873858
 HA1098  -------------------------------------------------------------------
 HA1098  Click here for local accuracies and other accuracy information.
 HA1098
 HA1098.The horizontal coordinates were established by GPS observations
 HA1098.and adjusted by the National Geodetic Survey in June 2012.
 HA1098
 HA1098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA1098.been affixed to the stable North American tectonic plate. See 
 HA1098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA1098
 HA1098.The horizontal coordinates are valid at the epoch date displayed above
 HA1098.which is a decimal equivalence of Year/Month/Day.
 HA1098
 HA1098.The orthometric height was determined by differential leveling and
 HA1098.adjusted by the NATIONAL GEODETIC SURVEY
 HA1098.in June 1991.
 HA1098
 HA1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1098.GEOID18 height accuracy estimate available here.
 HA1098
 HA1098.Click photographs - Photos may exist for this station.
 HA1098
 HA1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1098
 HA1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1098
 HA1098.The ellipsoidal height was determined by GPS observations
 HA1098.and is referenced to NAD 83.
 HA1098
 HA1098.The dynamic height is computed by dividing the NAVD 88
 HA1098.geopotential number by the normal gravity value computed on the
 HA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1098.degrees latitude (g = 980.6199 gals.).
 HA1098
 HA1098.The modeled gravity was interpolated from observed gravity values.
 HA1098
 HA1098. The following values were computed from the NAD 83(2011) position.
 HA1098
 HA1098;                    North         East     Units Scale Factor Converg.
 HA1098;SPC IN W     -   299,722.463   847,970.883   MT  0.99999999   -0 21 50.5
 HA1098;SPC IN W     -   983,339.45  2,782,051.14   sFT  0.99999999   -0 21 50.5
 HA1098;UTM  16      - 4,200,095.366   440,668.096   MT  0.99964336   -0 24 55.0
 HA1098
 HA1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1098!SPC IN W     -   0.99998125  x   0.99999999  =   0.99998124
 HA1098!UTM  16      -   0.99998125  x   0.99964336  =   0.99962462
 HA1098
 HA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4066800095(NAD 83)
 HA1098
 HA1098                          SUPERSEDED SURVEY CONTROL
 HA1098
 HA1098  NAD 83(2007)-  37 56 47.44043(N)    087 40 31.03953(W) AD(2002.00) 0
 HA1098  ELLIP H (02/10/07)  119.500  (m)                       GP(2002.00)    
 HA1098  NAD 83(1997)-  37 56 47.44031(N)    087 40 31.03989(W) AD(       ) B
 HA1098  ELLIP H (04/10/98)  119.529  (m)                       GP(       ) 4 1
 HA1098  NAVD 88             150.32   (m)          493.2    (f) LEVELING    3  
 HA1098  NGVD 29 (??/??/92)  150.416  (m)          493.49   (f) ADJ UNCH    1 2
 HA1098
 HA1098.Superseded values are not recommended for survey control.
 HA1098
 HA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1098.See file dsdata.pdf to determine how the superseded data were derived.
 HA1098
 HA1098_MARKER: DB = BENCH MARK DISK
 HA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1098_STAMPING: N 325 1965
 HA1098_MARK LOGO: CGS
 HA1098_PROJECTION: FLUSH
 HA1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1098+STABILITY: SURFACE MOTION
 HA1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1098+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2011
 HA1098
 HA1098  HISTORY     - Date     Condition        Report By
 HA1098  HISTORY     - 1965     MONUMENTED       CGS
 HA1098  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 HA1098  HISTORY     - 19970902 GOOD             SEC
 HA1098  HISTORY     - 20030708 GOOD             INDOT
 HA1098  HISTORY     - 20080620 GOOD             SEC
 HA1098  HISTORY     - 20110418 GOOD             JCLS
 HA1098
 HA1098                          STATION DESCRIPTION
 HA1098
 HA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1098'9.6 MI SW FROM EVANSVILLE.
 HA1098'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1098'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1098'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1098'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1098'SOUTH ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST
 HA1098'ALONG WEST BROADWAY AVENUE, THENCE 0.25 MILE SOUTH ALONG STINSON
 HA1098'AVENUE, THENCE 2.2 MILES SOUTHWEST ALONG OLD HENDERSON ROAD,
 HA1098'THENCE 3.25 MILES NORTHWEST ALONG BAYOU CREEK ROAD, IN SECTION
 HA1098'6, T 7 S, R 11 W, 0.05 SOUTH OF A JUNCTION OF BAYOU CREEK ROAD
 HA1098'AND OLD STATE HIGHWAY 62, 47 FEET SOUTHWEST OF THE METAL CASING
 HA1098'AND PUMP OF AN OIL WELL, 36 FEET EAST OF THE CENTER LINE OF
 HA1098'BAYOU CREEK ROAD, 27.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HA1098'A CONCRETE BLOCK BUILDING, AND SET IN THE TOP OF A CONCRETE
 HA1098'POST ABOUT LEVEL WITH THE GROUND.
 HA1098
 HA1098                          STATION RECOVERY (1995)
 HA1098
 HA1098'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1098'MARK NOT FOUND.
 HA1098
 HA1098                          STATION RECOVERY (1997)
 HA1098
 HA1098'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HA1098'STATE ROAD 62 WEST OF THE CITY OF EVANSVILLE TO SCHUTTE ROAD, SOUTH ON
 HA1098'SCHUTTE ROAD 1.1 MILES (1.8 KM) TO BROADWAY AVENUE T-INTERSECTION (OLD
 HA1098'STATE ROAD 62), WEST ON BROADWAY AVENUE 0.7 MILES (1.1 KM) TO BAYOU
 HA1098'CREEK ROAD (BLACKTOP ROAD RUNNING SOUTH), SOUTH ON BAYOU CREEK ROAD
 HA1098'400 FEET (121.9 M) TO CRUSHED STONE DRIVE ON EAST SIDE OF ROAD
 HA1098'ENTERING OIL TANK STORAGE AND FARM FIELD AREA.  LOCATED 14.33 METERS
 HA1098'(47.01 FT) SOUTHWEST OF THE METAL CASING AND PUMP OF AN OLD OIL WELL,
 HA1098'8.47 METERS (27.79 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 HA1098'BLOCK BUILDING, 10.97 METERS (35.99 FT) EAST OF THE CENTERLINE OF
 HA1098'BAYOU CREEK ROAD, SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL
 HA1098'WITH THE GROUND.
 HA1098
 HA1098                          STATION RECOVERY (2003)
 HA1098
 HA1098'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (LWP)
 HA1098'RECOVERED AS DESCRIBED.
 HA1098
 HA1098                          STATION RECOVERY (2008)
 HA1098
 HA1098'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 HA1098'RECOVERED IN GOOD CONDITION.
 HA1098
 HA1098                          STATION RECOVERY (2011)
 HA1098
 HA1098'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 HA1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0746 ***********************************************************************
 HA0746  DESIGNATION -  N 326
 HA0746  PID         -  HA0746
 HA0746  STATE/COUNTY-  IN/WARRICK
 HA0746  COUNTRY     -  US
 HA0746  USGS QUAD   -  YANKEETOWN (2019)
 HA0746
 HA0746                         *CURRENT SURVEY CONTROL
 HA0746  ______________________________________________________________________
 HA0746* NAD 83(1986) POSITION- 37 54 50.     (N) 087 17 49.     (W)   SCALED
 HA0746* NAVD 88 ORTHO HEIGHT -   142.088 (meters)      466.17  (feet) ADJUSTED
 HA0746  ______________________________________________________________________
 HA0746  GEOID HEIGHT    -        -31.063 (meters)                     GEOID18
 HA0746  DYNAMIC HEIGHT  -        141.990 (meters)      465.85  (feet) COMP
 HA0746  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 HA0746
 HA0746  VERT ORDER      -  FIRST     CLASS II
 HA0746
 HA0746.The horizontal coordinates were scaled from a map and have
 HA0746.an estimated accuracy of +/- 6 seconds.
 HA0746
 HA0746.The orthometric height was determined by differential leveling and
 HA0746.adjusted by the NATIONAL GEODETIC SURVEY
 HA0746.in June 1991.
 HA0746
 HA0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0746.GEOID18 height accuracy estimate available here.
 HA0746
 HA0746.Click photographs - Photos may exist for this station.
 HA0746
 HA0746.The dynamic height is computed by dividing the NAVD 88
 HA0746.geopotential number by the normal gravity value computed on the
 HA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0746.degrees latitude (g = 980.6199 gals.).
 HA0746
 HA0746.The modeled gravity was interpolated from observed gravity values.
 HA0746
 HA0746;                    North         East    Units  Estimated Accuracy
 HA0746;SPC IN W     -   295,960.      881,220.      MT  (+/- 180 meters Scaled)
 HA0746
 HA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG738963(NAD 83)
 HA0746
 HA0746                          SUPERSEDED SURVEY CONTROL
 HA0746
 HA0746  NGVD 29 (??/??/92)  142.174  (m)          466.45   (f) ADJ UNCH    1 2
 HA0746
 HA0746.Superseded values are not recommended for survey control.
 HA0746
 HA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0746.See file dsdata.pdf to determine how the superseded data were derived.
 HA0746
 HA0746_MARKER: DB = BENCH MARK DISK
 HA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0746_STAMPING: N 326 1965
 HA0746_MARK LOGO: CGS
 HA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0746+STABILITY: SURFACE MOTION
 HA0746
 HA0746  HISTORY     - Date     Condition        Report By
 HA0746  HISTORY     - 1965     MONUMENTED       CGS
 HA0746  HISTORY     - 1988     GOOD             USPSQD
 HA0746  HISTORY     - 20101019 GOOD             GEOCAC
 HA0746
 HA0746                          STATION DESCRIPTION
 HA0746
 HA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0746'0.2 MI S FROM YANKEETOWN.
 HA0746'ABOUT 0.25 MILE SOUTH ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0746'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN SECTION 15, T 7 S,
 HA0746'R 8 W, ON THE CREST OF A HILL, 42 FEET EAST OF THE CENTER LINE
 HA0746'OF THE ROAD, 4 1/2 FEET NORTH OF THE SOUTHWEST STEEL LEG OF POWER
 HA0746'LINE TOWER NUMBER 10, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 HA0746'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 HA0746'OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0746
 HA0746                          STATION RECOVERY (1988)
 HA0746
 HA0746'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0746'RECOVERED IN GOOD CONDITION.
 HA0746
 HA0746                          STATION RECOVERY (2010)
 HA0746
 HA0746'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0746'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0516 ***********************************************************************
 JA0516  DESIGNATION -  N 327
 JA0516  PID         -  JA0516
 JA0516  STATE/COUNTY-  IN/PERRY
 JA0516  COUNTRY     -  US
 JA0516  USGS QUAD   -  ALTON (2019)
 JA0516
 JA0516                         *CURRENT SURVEY CONTROL
 JA0516  ______________________________________________________________________
 JA0516* NAD 83(1986) POSITION- 38 03 02.     (N) 086 29 48.     (W)   SCALED
 JA0516* NAVD 88 ORTHO HEIGHT -   121.328 (meters)      398.06  (feet) ADJUSTED
 JA0516  ______________________________________________________________________
 JA0516  GEOID HEIGHT    -        -32.775 (meters)                     GEOID18
 JA0516  DYNAMIC HEIGHT  -        121.240 (meters)      397.77  (feet) COMP
 JA0516  MODELED GRAVITY -    979,907.1   (mgal)                       NAVD 88
 JA0516
 JA0516  VERT ORDER      -  FIRST     CLASS II
 JA0516
 JA0516.The horizontal coordinates were scaled from a map and have
 JA0516.an estimated accuracy of +/- 6 seconds.
 JA0516
 JA0516.The orthometric height was determined by differential leveling and
 JA0516.adjusted by the NATIONAL GEODETIC SURVEY
 JA0516.in June 1991.
 JA0516
 JA0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0516.GEOID18 height accuracy estimate available here.
 JA0516
 JA0516.Click photographs - Photos may exist for this station.
 JA0516
 JA0516.The dynamic height is computed by dividing the NAVD 88
 JA0516.geopotential number by the normal gravity value computed on the
 JA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0516.degrees latitude (g = 980.6199 gals.).
 JA0516
 JA0516.The modeled gravity was interpolated from observed gravity values.
 JA0516
 JA0516;                    North         East    Units  Estimated Accuracy
 JA0516;SPC IN W     -   311,270.      951,490.      MT  (+/- 180 meters Scaled)
 JA0516
 JA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH441115(NAD 83)
 JA0516
 JA0516                          SUPERSEDED SURVEY CONTROL
 JA0516
 JA0516  NGVD 29 (??/??/92)  121.430  (m)          398.39   (f) ADJ UNCH    1 2
 JA0516
 JA0516.Superseded values are not recommended for survey control.
 JA0516
 JA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0516.See file dsdata.pdf to determine how the superseded data were derived.
 JA0516
 JA0516_MARKER: DB = BENCH MARK DISK
 JA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0516_STAMPING: N 327 1965
 JA0516_MARK LOGO: CGS
 JA0516_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0516+STABILITY: SURFACE MOTION
 JA0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0516+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 JA0516
 JA0516  HISTORY     - Date     Condition        Report By
 JA0516  HISTORY     - 1965     MONUMENTED       CGS
 JA0516  HISTORY     - 20160605 GOOD             GEOCAC
 JA0516  HISTORY     - 20230801 GOOD             INDOT
 JA0516
 JA0516                          STATION DESCRIPTION
 JA0516
 JA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0516'2.6 MI NE FROM DERBY.
 JA0516'0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 JA0516'DERBY, THENCE 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 66, IN
 JA0516'SECTION 27, T 5 S, R 1 W, AT A 90 DEGREE TURN IN THE HIGHWAY,
 JA0516'43 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 JA0516'SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 17
 JA0516'FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH 1.0
 JA0516'FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 JA0516'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0516'4 INCHES.
 JA0516
 JA0516                          STATION RECOVERY (2016)
 JA0516
 JA0516'RECOVERY NOTE BY GEOCACHING 2016 (DSA)
 JA0516'MARK FOUND IN GOOD CONDITION
 JA0516
 JA0516                          STATION RECOVERY (2023)
 JA0516
 JA0516'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0563 ***********************************************************************
 JA0563  DESIGNATION -  N 328
 JA0563  PID         -  JA0563
 JA0563  STATE/COUNTY-  IN/DUBOIS
 JA0563  COUNTRY     -  US
 JA0563  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0563
 JA0563                         *CURRENT SURVEY CONTROL
 JA0563  ______________________________________________________________________
 JA0563* NAD 83(1986) POSITION- 38 18 09.     (N) 086 48 57.     (W)   SCALED
 JA0563* NAVD 88 ORTHO HEIGHT -   148.934 (meters)      488.63  (feet) ADJUSTED
 JA0563  ______________________________________________________________________
 JA0563  GEOID HEIGHT    -        -32.544 (meters)                     GEOID18
 JA0563  DYNAMIC HEIGHT  -        148.833 (meters)      488.30  (feet) COMP
 JA0563  MODELED GRAVITY -    979,944.5   (mgal)                       NAVD 88
 JA0563
 JA0563  VERT ORDER      -  FIRST     CLASS II
 JA0563
 JA0563.The horizontal coordinates were scaled from a map and have
 JA0563.an estimated accuracy of +/- 6 seconds.
 JA0563
 JA0563.The orthometric height was determined by differential leveling and
 JA0563.adjusted by the NATIONAL GEODETIC SURVEY
 JA0563.in June 1991.
 JA0563
 JA0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0563.GEOID18 height accuracy estimate available here.
 JA0563
 JA0563.Click photographs - Photos may exist for this station.
 JA0563
 JA0563.The dynamic height is computed by dividing the NAVD 88
 JA0563.geopotential number by the normal gravity value computed on the
 JA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0563.degrees latitude (g = 980.6199 gals.).
 JA0563
 JA0563.The modeled gravity was interpolated from observed gravity values.
 JA0563
 JA0563;                    North         East    Units  Estimated Accuracy
 JA0563;SPC IN W     -   339,100.      923,400.      MT  (+/- 180 meters Scaled)
 JA0563
 JA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH161393(NAD 83)
 JA0563
 JA0563                          SUPERSEDED SURVEY CONTROL
 JA0563
 JA0563  NGVD 29 (??/??/92)  149.044  (m)          488.99   (f) ADJ UNCH    1 2
 JA0563
 JA0563.Superseded values are not recommended for survey control.
 JA0563
 JA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0563.See file dsdata.pdf to determine how the superseded data were derived.
 JA0563
 JA0563_MARKER: DB = BENCH MARK DISK
 JA0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0563_SP_SET: CULVERT HEADWALL
 JA0563_STAMPING: N 328 1965
 JA0563_MARK LOGO: CGS
 JA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0563+STABILITY: SURFACE MOTION
 JA0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0563+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2013
 JA0563
 JA0563  HISTORY     - Date     Condition        Report By
 JA0563  HISTORY     - 1965     MONUMENTED       CGS
 JA0563  HISTORY     - 20130820 GOOD             GEOCAC
 JA0563
 JA0563                          STATION DESCRIPTION
 JA0563
 JA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0563'7.4 MI W FROM BIRDSEYE.
 JA0563'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE
 JA0563'AT BIRDSEYE, THENCE 7.3 MILES WEST ALONG THE SOUTHERN RAILWAY, OR
 JA0563'ABOUT 7.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0563'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0563'35, T 2 S, R 4 W, 0.3 MILE WEST OF MILEPOST 207, 0.15 MILE EAST
 JA0563'OF THE ST. MARKS CITY LIMIT SIGN, 144 FEET SOUTH AND ACROSS THE
 JA0563'TRACK FROM THE CENTER LINE OF STATE HIGHWAY 64, 11 FEET SOUTH OF
 JA0563'THE SOUTH RAIL, SET IN THE CENTER OF THE TOP OF THE HEADWALL OF
 JA0563'A CONCRETE CULVERT, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS.
 JA0563
 JA0563                          STATION RECOVERY (2013)
 JA0563
 JA0563'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0563'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0543 ***********************************************************************
 HA0543  DESIGNATION -  N 329
 HA0543  PID         -  HA0543
 HA0543  STATE/COUNTY-  IN/PERRY
 HA0543  COUNTRY     -  US
 HA0543  USGS QUAD   -  TELL CITY (2019)
 HA0543
 HA0543                         *CURRENT SURVEY CONTROL
 HA0543  ______________________________________________________________________
 HA0543* NAD 83(1986) POSITION- 37 59 27.     (N) 086 47 50.     (W)   SCALED
 HA0543* NAVD 88 ORTHO HEIGHT -   137.840 (meters)      452.23  (feet) ADJUSTED
 HA0543  ______________________________________________________________________
 HA0543  GEOID HEIGHT    -        -31.952 (meters)                     GEOID18
 HA0543  DYNAMIC HEIGHT  -        137.744 (meters)      451.92  (feet) COMP
 HA0543  MODELED GRAVITY -    979,930.1   (mgal)                       NAVD 88
 HA0543
 HA0543  VERT ORDER      -  FIRST     CLASS II
 HA0543
 HA0543.The horizontal coordinates were scaled from a map and have
 HA0543.an estimated accuracy of +/- 6 seconds.
 HA0543
 HA0543.The orthometric height was determined by differential leveling and
 HA0543.adjusted by the NATIONAL GEODETIC SURVEY
 HA0543.in June 1991.
 HA0543
 HA0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0543.GEOID18 height accuracy estimate available here.
 HA0543
 HA0543.Click photographs - Photos may exist for this station.
 HA0543
 HA0543.The dynamic height is computed by dividing the NAVD 88
 HA0543.geopotential number by the normal gravity value computed on the
 HA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0543.degrees latitude (g = 980.6199 gals.).
 HA0543
 HA0543.The modeled gravity was interpolated from observed gravity values.
 HA0543
 HA0543;                    North         East    Units  Estimated Accuracy
 HA0543;SPC IN W     -   304,520.      925,130.      MT  (+/- 180 meters Scaled)
 HA0543
 HA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH178048(NAD 83)
 HA0543
 HA0543                          SUPERSEDED SURVEY CONTROL
 HA0543
 HA0543  NGVD 29 (??/??/92)  137.948  (m)          452.58   (f) ADJ UNCH    1 2
 HA0543
 HA0543.Superseded values are not recommended for survey control.
 HA0543
 HA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0543.See file dsdata.pdf to determine how the superseded data were derived.
 HA0543
 HA0543_MARKER: DB = BENCH MARK DISK
 HA0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0543_SP_SET: WALL
 HA0543_STAMPING: N 329 1965
 HA0543_MARK LOGO: CGS
 HA0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0543
 HA0543  HISTORY     - Date     Condition        Report By
 HA0543  HISTORY     - 1965     MONUMENTED       CGS
 HA0543  HISTORY     - 20100928 GOOD             GEOCAC
 HA0543
 HA0543                          STATION DESCRIPTION
 HA0543
 HA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0543'0.5 MI SE FROM TROY.
 HA0543'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS
 HA0543'CATHOLIC CHURCH AT TROY, IN SECTION 13, T 6 S, R 3 W, 29 FEET
 HA0543'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN
 HA0543'THE SOUTHWEST FACE OF A SANDSTONE WALL, 82 FEET NORTHEAST AND
 HA0543'ACROSS THE HIGHWAY FROM A POWER POLE, 5 FEET NORTHEAST OF THE TROY
 HA0543'CITY SIGN, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HA0543'4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HA0543
 HA0543                          STATION RECOVERY (2010)
 HA0543
 HA0543'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0543'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0899 ***********************************************************************
 KA0899  DESIGNATION -  N 33
 KA0899  PID         -  KA0899
 KA0899  STATE/COUNTY-  IN/PARKE
 KA0899  COUNTRY     -  US
 KA0899  USGS QUAD   -  CATLIN (2019)
 KA0899
 KA0899                         *CURRENT SURVEY CONTROL
 KA0899  ______________________________________________________________________
 KA0899* NAD 83(1986) POSITION- 39 44 20.13   (N) 087 13 33.31   (W)   HD_HELD1
 KA0899* NAVD 88 ORTHO HEIGHT -   197.226 (meters)      647.07  (feet) ADJUSTED
 KA0899  ______________________________________________________________________
 KA0899  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 KA0899  DYNAMIC HEIGHT  -        197.114 (meters)      646.70  (feet) COMP
 KA0899  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 KA0899
 KA0899  VERT ORDER      -  SECOND    CLASS 0
 KA0899
 KA0899.The horizontal coordinates were determined by differentially corrected
 KA0899.hand held GPS observations or other comparable positioning techniques
 KA0899.and have an estimated accuracy of +/- 3 meters.
 KA0899
 KA0899.The orthometric height was determined by differential leveling and
 KA0899.adjusted by the NATIONAL GEODETIC SURVEY
 KA0899.in June 1991.
 KA0899
 KA0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0899.GEOID18 height accuracy estimate available here.
 KA0899
 KA0899.Click photographs - Photos may exist for this station.
 KA0899
 KA0899.The dynamic height is computed by dividing the NAVD 88
 KA0899.geopotential number by the normal gravity value computed on the
 KA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0899.degrees latitude (g = 980.6199 gals.).
 KA0899
 KA0899.The modeled gravity was interpolated from observed gravity values.
 KA0899
 KA0899;                    North         East    Units  Estimated Accuracy
 KA0899;SPC IN W     -   498,540.6     887,778.2     MT  (+/- 3 meters HH1 GPS) 
 KA0899
 KA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8064298805(NAD 83)
 KA0899
 KA0899                          SUPERSEDED SURVEY CONTROL
 KA0899
 KA0899  NGVD 29 (??/??/92)  197.322  (m)          647.38   (f) ADJ UNCH    2 0
 KA0899
 KA0899.Superseded values are not recommended for survey control.
 KA0899
 KA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0899.See file dsdata.pdf to determine how the superseded data were derived.
 KA0899
 KA0899_MARKER: DB = BENCH MARK DISK
 KA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0899_STAMPING: N 33 1934
 KA0899_MARK LOGO: CGS
 KA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0899+STABILITY: SURFACE MOTION
 KA0899
 KA0899  HISTORY     - Date     Condition        Report By
 KA0899  HISTORY     - 1934     MONUMENTED       CGS
 KA0899  HISTORY     - 1946     GOOD             CGS
 KA0899  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA0899
 KA0899                          STATION DESCRIPTION
 KA0899
 KA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0899'1.7 MI S FROM ROCKVILLE.
 KA0899'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0899'AT ROCKVILLE, PARKE COUNTY, 150 FEET NORTHWEST ACROSS THE ROAD
 KA0899'FROM THE NORTHWEST CORNER OF A FARMHOUSE, AT A ROAD CROSSING, 19
 KA0899'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 15 FEET EAST OF
 KA0899'THE EAST RAIL OF THE TRACK, 5 FEET NORTH OF THE CROSSING-WARNING
 KA0899'SIGN, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 33
 KA0899'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KA0899'ABOVE GROUND.
 KA0899
 KA0899                          STATION RECOVERY (1975)
 KA0899
 KA0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KA0899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0503 ***********************************************************************
 HA0503  DESIGNATION -  N 330
 HA0503  PID         -  HA0503
 HA0503  STATE/COUNTY-  IN/PERRY
 HA0503  COUNTRY     -  US
 HA0503  USGS QUAD   -  ROME (2019)
 HA0503
 HA0503                         *CURRENT SURVEY CONTROL
 HA0503  ______________________________________________________________________
 HA0503* NAD 83(1986) POSITION- 37 56 15.     (N) 086 34 11.     (W)   SCALED
 HA0503* NAVD 88 ORTHO HEIGHT -   209.634 (meters)      687.77  (feet) ADJUSTED
 HA0503  ______________________________________________________________________
 HA0503  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 HA0503  DYNAMIC HEIGHT  -        209.483 (meters)      687.28  (feet) COMP
 HA0503  MODELED GRAVITY -    979,902.8   (mgal)                       NAVD 88
 HA0503
 HA0503  VERT ORDER      -  FIRST     CLASS II
 HA0503
 HA0503.The horizontal coordinates were scaled from a map and have
 HA0503.an estimated accuracy of +/- 6 seconds.
 HA0503
 HA0503.The orthometric height was determined by differential leveling and
 HA0503.adjusted by the NATIONAL GEODETIC SURVEY
 HA0503.in June 1991.
 HA0503
 HA0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0503.GEOID18 height accuracy estimate available here.
 HA0503
 HA0503.Click photographs - Photos may exist for this station.
 HA0503
 HA0503.The dynamic height is computed by dividing the NAVD 88
 HA0503.geopotential number by the normal gravity value computed on the
 HA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0503.degrees latitude (g = 980.6199 gals.).
 HA0503
 HA0503.The modeled gravity was interpolated from observed gravity values.
 HA0503
 HA0503;                    North         East    Units  Estimated Accuracy
 HA0503;SPC IN W     -   298,680.      945,150.      MT  (+/- 180 meters Scaled)
 HA0503
 HA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG378989(NAD 83)
 HA0503
 HA0503                          SUPERSEDED SURVEY CONTROL
 HA0503
 HA0503  NGVD 29 (??/??/92)  209.738  (m)          688.12   (f) ADJ UNCH    1 2
 HA0503
 HA0503.Superseded values are not recommended for survey control.
 HA0503
 HA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0503.See file dsdata.pdf to determine how the superseded data were derived.
 HA0503
 HA0503_MARKER: DB = BENCH MARK DISK
 HA0503_SETTING: 66 = SET IN ROCK OUTCROP
 HA0503_STAMPING: N 330 1965
 HA0503_MARK LOGO: CGS
 HA0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0503+STABILITY: POSITION/ELEVATION WELL
 HA0503
 HA0503  HISTORY     - Date     Condition        Report By
 HA0503  HISTORY     - 1965     MONUMENTED       CGS
 HA0503
 HA0503                          STATION DESCRIPTION
 HA0503
 HA0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0503'3.2 MI W FROM ROME.
 HA0503'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0503'AT ROME, THENCE 2.4 MILES WEST ALONG STATE HIGHWAY 66, IN SECTION
 HA0503'1, T 7 S, R 2 W, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HA0503'SET IN THE TOP OF THE SOUTHWEST EDGE OF A ROCK OUTCROP, 79 FEET
 HA0503'SOUTH-SOUTHEAST OF A HEADWALL OF A CULVERT, 168 FEET SOUTH OF THE
 HA0503'SOUTHEAST CORNER OF THE JAMES STOWE FARMHOUSE, ABOUT 12 FEET
 HA0503'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1001 ***********************************************************************
 JA1001  DESIGNATION -  N 331
 JA1001  PID         -  JA1001
 JA1001  STATE/COUNTY-  IN/PIKE
 JA1001  COUNTRY     -  US
 JA1001  USGS QUAD   -  WINSLOW (2019)
 JA1001
 JA1001                         *CURRENT SURVEY CONTROL
 JA1001  ______________________________________________________________________
 JA1001* NAD 83(1986) POSITION- 38 22 42.     (N) 087 14 36.     (W)   SCALED
 JA1001* NAVD 88 ORTHO HEIGHT -   133.518 (meters)      438.05  (feet) ADJUSTED
 JA1001  ______________________________________________________________________
 JA1001  GEOID HEIGHT    -        -31.937 (meters)                     GEOID18
 JA1001  DYNAMIC HEIGHT  -        133.430 (meters)      437.76  (feet) COMP
 JA1001  MODELED GRAVITY -    979,969.5   (mgal)                       NAVD 88
 JA1001
 JA1001  VERT ORDER      -  FIRST     CLASS II
 JA1001
 JA1001.The horizontal coordinates were scaled from a map and have
 JA1001.an estimated accuracy of +/- 6 seconds.
 JA1001
 JA1001.The orthometric height was determined by differential leveling and
 JA1001.adjusted by the NATIONAL GEODETIC SURVEY
 JA1001.in June 1991.
 JA1001
 JA1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1001.GEOID18 height accuracy estimate available here.
 JA1001
 JA1001.Click photographs - Photos may exist for this station.
 JA1001
 JA1001.The dynamic height is computed by dividing the NAVD 88
 JA1001.geopotential number by the normal gravity value computed on the
 JA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1001.degrees latitude (g = 980.6199 gals.).
 JA1001
 JA1001.The modeled gravity was interpolated from observed gravity values.
 JA1001
 JA1001;                    North         East    Units  Estimated Accuracy
 JA1001;SPC IN W     -   347,500.      886,020.      MT  (+/- 180 meters Scaled)
 JA1001
 JA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH787478(NAD 83)
 JA1001
 JA1001                          SUPERSEDED SURVEY CONTROL
 JA1001
 JA1001  NGVD 29 (??/??/92)  133.638  (m)          438.44   (f) ADJ UNCH    1 2
 JA1001
 JA1001.Superseded values are not recommended for survey control.
 JA1001
 JA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1001.See file dsdata.pdf to determine how the superseded data were derived.
 JA1001
 JA1001_MARKER: DB = BENCH MARK DISK
 JA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1001_STAMPING: N 331 1965
 JA1001_MARK LOGO: CGS
 JA1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1001+STABILITY: SURFACE MOTION
 JA1001
 JA1001  HISTORY     - Date     Condition        Report By
 JA1001  HISTORY     - 1965     MONUMENTED       CGS
 JA1001  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1001
 JA1001                          STATION DESCRIPTION
 JA1001
 JA1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1001'1.8 MI W FROM WINSLOW.
 JA1001'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA1001'OFFICE AT WINSLOW, THENCE 1.25 MILES WEST ALONG THE SOUTHERN
 JA1001'RAILWAY, IN SECTION 36, T 1 S, R 8 W, 62 FEET SOUTH OF THE SOUTH
 JA1001'RAIL OF THE MAIN TRACK, 45 FEET SOUTH OF THE SOUTH RAIL OF A
 JA1001'SIDE TRACK, 33 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 JA1001'ROAD, 16 FEET NORTH OF THE CENTER LINE OF GRAVELED ROAD, 17
 JA1001'FEET WEST OF A 10-INCH OAK TREE BEARING A WITNESS SHIELD, ABOUT 5
 JA1001'FEET ABOVE THE LEVEL OF THE RAILROAD, ABOUT 2 FEET ABOVE THE LEVEL OF
 JA1001'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1001
 JA1001                          STATION RECOVERY (2022)
 JA1001
 JA1001'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0621 ***********************************************************************
 MD0621  DESIGNATION -  N 332
 MD0621  PID         -  MD0621
 MD0621  STATE/COUNTY-  IN/ALLEN
 MD0621  COUNTRY     -  US
 MD0621  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0621
 MD0621                         *CURRENT SURVEY CONTROL
 MD0621  ______________________________________________________________________
 MD0621* NAD 83(1986) POSITION- 41 04 10.     (N) 085 01 16.     (W)   SCALED
 MD0621* NAVD 88 ORTHO HEIGHT -   231.266 (meters)      758.75  (feet) ADJUSTED
 MD0621  ______________________________________________________________________
 MD0621  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 MD0621  DYNAMIC HEIGHT  -        231.172 (meters)      758.44  (feet) COMP
 MD0621  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 MD0621
 MD0621  VERT ORDER      -  FIRST     CLASS I
 MD0621
 MD0621.The horizontal coordinates were scaled from a map and have
 MD0621.an estimated accuracy of +/- 6 seconds.
 MD0621
 MD0621.The orthometric height was determined by differential leveling and
 MD0621.adjusted by the NATIONAL GEODETIC SURVEY
 MD0621.in June 1991.
 MD0621
 MD0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0621.GEOID18 height accuracy estimate available here.
 MD0621
 MD0621.Click photographs - Photos may exist for this station.
 MD0621
 MD0621.The dynamic height is computed by dividing the NAVD 88
 MD0621.geopotential number by the normal gravity value computed on the
 MD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0621.degrees latitude (g = 980.6199 gals.).
 MD0621
 MD0621.The modeled gravity was interpolated from observed gravity values.
 MD0621
 MD0621;                    North         East    Units  Estimated Accuracy
 MD0621;SPC IN E     -   646,470.      154,260.      MT  (+/- 180 meters Scaled)
 MD0621
 MD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL662483(NAD 83)
 MD0621
 MD0621                          SUPERSEDED SURVEY CONTROL
 MD0621
 MD0621  NGVD 29 (01/19/93)  231.425  (m)          759.27   (f) ADJUSTED    1 1
 MD0621  NGVD 29 (??/??/92)  231.425  (m)          759.27   (f) SUPERSEDED  1 1
 MD0621
 MD0621.Superseded values are not recommended for survey control.
 MD0621
 MD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0621.See file dsdata.pdf to determine how the superseded data were derived.
 MD0621
 MD0621_MARKER: DB = BENCH MARK DISK
 MD0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0621_STAMPING: N 332 1968
 MD0621_MARK LOGO: CGS
 MD0621_PROJECTION: PROJECTING 3 CENTIMETERS
 MD0621_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0621+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0621_ROD/PIPE-DEPTH: 5.5 meters
 MD0621
 MD0621  HISTORY     - Date     Condition        Report By
 MD0621  HISTORY     - 1968     MONUMENTED       CGS
 MD0621  HISTORY     - 19921015 GOOD             NGS
 MD0621
 MD0621                          STATION DESCRIPTION
 MD0621
 MD0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0621'AT NEW HAVEN.
 MD0621'AT NEW HAVEN, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM
 MD0621'THE JUNCTION OF U.S. HIGHWAY 24 LEADING NORTH, NEAR THE SOUTHEAST
 MD0621'CORNER OF THE NEW HAVEN METHODIST CHURCH, IN THE WEST ONE OF
 MD0621'TWO ROWS OF HEDGE, 305.5 FEET SOUTH OF THE SOUTH CURB OF LINCOLN
 MD0621'HIGHWAY (U.S. HIGHWAY 24 AND STATE HIGHWAY 14), 51.2 FEET
 MD0621'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 10 FEET
 MD0621'SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH PARKING AREA,
 MD0621'10.7 FEET WEST OF THE WEST CURB OF MOUREY STREET, 3.2 FEET EAST
 MD0621'OF THE EAST CURB ON EAST SIDE OF PARKING AREA, 10 FEET SOUTH
 MD0621'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK ALONG THE SOUTH SIDE
 MD0621'OF THE CHURCH, ABOUT LEVEL WITH THE SIDEWALK AND IS A DISK ON THE
 MD0621'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE
 MD0621'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH
 MD0621'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 MD0621'DRIVEN TO REFUSAL AT A DEPTH OF 18.0 FEET.  (IN SECTION 11, R
 MD0621'13E, T 30N).
 MD0621
 MD0621                          STATION RECOVERY (1992)
 MD0621
 MD0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0621'IN NEW HAVEN, AT THE INTERSECTION OF LINCOLN HIGHWAY AND MOUREY
 MD0621'STREET, 93.1 M (305.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 MD0621'LANES OF THE HIGHWAY, 15.6 M (51.2 FT) SOUTHEAST OF THE SOUTHEAST
 MD0621'CORNER OF THE NEW HAVEN UNITED METHODIST CHURCH, 6.3 M (20.7 FT) WEST
 MD0621'OF THE STREET CENTERLINE, 3.1 M (10.2 FT) SOUTHEAST OF THE NORTHEAST
 MD0621'CORNER OF A PARKING LOT, 3.1 M (10.2 FT) SOUTH OF THE SOUTH EDGE OF A
 MD0621'SIDEWALK, 1.0 M (3.3 FT) EAST OF THE EAST CURB OF THE PARKING LOT,
 MD0621'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE DISK IS
 MD0621'ENCASED IN A 6-INCH METAL PIPE AND PROJECTS 0.03 M (0.10 FT) ABOVE
 MD0621'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0661 ***********************************************************************
 MD0661  DESIGNATION -  N 333
 MD0661  PID         -  MD0661
 MD0661  STATE/COUNTY-  IN/WHITLEY
 MD0661  COUNTRY     -  US
 MD0661  USGS QUAD   -  ARCOLA (2019)
 MD0661
 MD0661                         *CURRENT SURVEY CONTROL
 MD0661  ______________________________________________________________________
 MD0661* NAD 83(1986) POSITION- 41 07 20.     (N) 085 22 28.     (W)   SCALED
 MD0661* NAVD 88 ORTHO HEIGHT -   259.368 (meters)      850.94  (feet) ADJUSTED
 MD0661  ______________________________________________________________________
 MD0661  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 MD0661  DYNAMIC HEIGHT  -        259.269 (meters)      850.62  (feet) COMP
 MD0661  MODELED GRAVITY -    980,231.6   (mgal)                       NAVD 88
 MD0661
 MD0661  VERT ORDER      -  FIRST     CLASS I
 MD0661
 MD0661.The horizontal coordinates were scaled from a map and have
 MD0661.an estimated accuracy of +/- 6 seconds.
 MD0661
 MD0661.The orthometric height was determined by differential leveling and
 MD0661.adjusted by the NATIONAL GEODETIC SURVEY
 MD0661.in June 1991.
 MD0661
 MD0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0661.GEOID18 height accuracy estimate available here.
 MD0661
 MD0661.Click photographs - Photos may exist for this station.
 MD0661
 MD0661.The dynamic height is computed by dividing the NAVD 88
 MD0661.geopotential number by the normal gravity value computed on the
 MD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0661.degrees latitude (g = 980.6199 gals.).
 MD0661
 MD0661.The modeled gravity was interpolated from observed gravity values.
 MD0661
 MD0661;                    North         East    Units  Estimated Accuracy
 MD0661;SPC IN E     -   652,170.      124,540.      MT  (+/- 180 meters Scaled)
 MD0661
 MD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL364535(NAD 83)
 MD0661
 MD0661                          SUPERSEDED SURVEY CONTROL
 MD0661
 MD0661  NGVD 29 (??/??/92)  259.525  (m)          851.46   (f) ADJ UNCH    1 1
 MD0661
 MD0661.Superseded values are not recommended for survey control.
 MD0661
 MD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0661.See file dsdata.pdf to determine how the superseded data were derived.
 MD0661
 MD0661_MARKER: DB = BENCH MARK DISK
 MD0661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0661_SP_SET: BOX CULVERT HEADWALL
 MD0661_STAMPING: N 333 1968
 MD0661_MARK LOGO: CGS
 MD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0661+STABILITY: SURFACE MOTION
 MD0661
 MD0661  HISTORY     - Date     Condition        Report By
 MD0661  HISTORY     - 1968     MONUMENTED       CGS
 MD0661  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0661
 MD0661                          STATION DESCRIPTION
 MD0661
 MD0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0661'1.1 MI SE FROM COESSE.
 MD0661'ABOUT 1.1 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0661'THE SAMONSON STREET OVERPASS AT COESSE, ABOUT 0.4 MILE SOUTHEAST
 MD0661'OF MILEPOST 333, IN SECTION 23, R 10 E, T 31 N, ABOUT 13 1/2
 MD0661'RAILS SOUTHEAST OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO.
 MD0661'600E, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 MD0661'WALL OF A 4 FOOT STONE BOX CULVERT UNDER THE TRACK, 30.7 FEET
 MD0661'NORTHEAST OF THE NORTHEAST RAIL OF THE EASTBOUND TRACK, 0.7 FOOT
 MD0661'SOUTHWEST OF THE NORTHEAST EDGE OF THE HEAD WALL AND 12 FEET
 MD0661'BELOW THE LEVEL OF THE TRACK.
 MD0661
 MD0661                          STATION RECOVERY (1992)
 MD0661
 MD0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0661'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0216 ***********************************************************************
 ME0216  DESIGNATION -  N 334
 ME0216  PID         -  ME0216
 ME0216  STATE/COUNTY-  IN/KOSCIUSKO
 ME0216  COUNTRY     -  US
 ME0216  USGS QUAD   -  BOURBON (2019)
 ME0216
 ME0216                         *CURRENT SURVEY CONTROL
 ME0216  ______________________________________________________________________
 ME0216* NAD 83(1986) POSITION- 41 16 15.     (N) 086 01 13.     (W)   SCALED
 ME0216* NAVD 88 ORTHO HEIGHT -   243.174 (meters)      797.81  (feet) ADJUSTED
 ME0216  ______________________________________________________________________
 ME0216  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 ME0216  DYNAMIC HEIGHT  -        243.073 (meters)      797.48  (feet) COMP
 ME0216  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 ME0216
 ME0216  VERT ORDER      -  FIRST     CLASS I
 ME0216
 ME0216.The horizontal coordinates were scaled from a map and have
 ME0216.an estimated accuracy of +/- 6 seconds.
 ME0216
 ME0216.The orthometric height was determined by differential leveling and
 ME0216.adjusted by the NATIONAL GEODETIC SURVEY
 ME0216.in June 1991.
 ME0216
 ME0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0216.GEOID18 height accuracy estimate available here.
 ME0216
 ME0216.Click photographs - Photos may exist for this station.
 ME0216
 ME0216.The dynamic height is computed by dividing the NAVD 88
 ME0216.geopotential number by the normal gravity value computed on the
 ME0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0216.degrees latitude (g = 980.6199 gals.).
 ME0216
 ME0216.The modeled gravity was interpolated from observed gravity values.
 ME0216
 ME0216;                    North         East    Units  Estimated Accuracy
 ME0216;SPC IN E     -   668,700.       70,370.      MT  (+/- 180 meters Scaled)
 ME0216
 ME0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL820692(NAD 83)
 ME0216
 ME0216                          SUPERSEDED SURVEY CONTROL
 ME0216
 ME0216  NGVD 29 (01/19/93)  243.305  (m)          798.24   (f) ADJUSTED    1 1
 ME0216  NGVD 29 (??/??/92)  243.305  (m)          798.24   (f) SUPERSEDED  1 1
 ME0216
 ME0216.Superseded values are not recommended for survey control.
 ME0216
 ME0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0216.See file dsdata.pdf to determine how the superseded data were derived.
 ME0216
 ME0216_MARKER: DB = BENCH MARK DISK
 ME0216_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0216_SP_SET: ABUTMENT
 ME0216_STAMPING: N 334 1968
 ME0216_MARK LOGO: CGS
 ME0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0216+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0216
 ME0216  HISTORY     - Date     Condition        Report By
 ME0216  HISTORY     - 1968     MONUMENTED       CGS
 ME0216  HISTORY     - 1969     GOOD             INHD
 ME0216  HISTORY     - 1983     GOOD             USPSQD
 ME0216  HISTORY     - 19920909 GOOD             NGS
 ME0216
 ME0216                          STATION DESCRIPTION
 ME0216
 ME0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0216'1.4 MI SE FROM ETNA GREEN.
 ME0216'ABOUT 1.4 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0216'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, IN SECTION 35,
 ME0216'R 4 E, T 33 N, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 368, SET ON
 ME0216'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT TO A
 ME0216'50-FOOT CONCRETE BRIDGE OVER DANNER DITCH, 9 FEET NORTHEAST OF
 ME0216'THE NORTHEAST RAIL AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 ME0216
 ME0216                          STATION RECOVERY (1969)
 ME0216
 ME0216'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0216'RECOVERED IN GOOD CONDITION.
 ME0216
 ME0216                          STATION RECOVERY (1983)
 ME0216
 ME0216'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0216'MARK IS 10 FEET WEST OF WITNESS POST.
 ME0216
 ME0216                          STATION RECOVERY (1992)
 ME0216
 ME0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0216'14.5 KM (9.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0216'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, IN TOP OF
 ME0216'AND 0.9 M (3.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 ME0216'CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING DANNER DITCH, 6.5 M
 ME0216'(21.3 FT) NORTHEAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE
 ME0216'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1008 ***********************************************************************
 ME1008  DESIGNATION -  N 335
 ME1008  PID         -  ME1008
 ME1008  STATE/COUNTY-  IN/LAKE
 ME1008  COUNTRY     -  US
 ME1008  USGS QUAD   -  HIGHLAND (2019)
 ME1008
 ME1008                         *CURRENT SURVEY CONTROL
 ME1008  ______________________________________________________________________
 ME1008* NAD 83(1986) POSITION- 41 36 32.     (N) 087 23 12.     (W)   SCALED
 ME1008* NAVD 88 ORTHO HEIGHT -   181.396 (meters)      595.13  (feet) ADJUSTED
 ME1008  ______________________________________________________________________
 ME1008  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 ME1008  DYNAMIC HEIGHT  -        181.329 (meters)      594.91  (feet) COMP
 ME1008  MODELED GRAVITY -    980,252.2   (mgal)                       NAVD 88
 ME1008
 ME1008  VERT ORDER      -  FIRST     CLASS I
 ME1008
 ME1008.The horizontal coordinates were scaled from a map and have
 ME1008.an estimated accuracy of +/- 6 seconds.
 ME1008
 ME1008.The orthometric height was determined by differential leveling and
 ME1008.adjusted by the NATIONAL GEODETIC SURVEY
 ME1008.in April 1995.
 ME1008
 ME1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1008.GEOID18 height accuracy estimate available here.
 ME1008
 ME1008.Click photographs - Photos may exist for this station.
 ME1008
 ME1008.The dynamic height is computed by dividing the NAVD 88
 ME1008.geopotential number by the normal gravity value computed on the
 ME1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1008.degrees latitude (g = 980.6199 gals.).
 ME1008
 ME1008.The modeled gravity was interpolated from observed gravity values.
 ME1008
 ME1008;                    North         East    Units  Estimated Accuracy
 ME1008;SPC IN W     -   706,220.      874,720.      MT  (+/- 180 meters Scaled)
 ME1008
 ME1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM677064(NAD 83)
 ME1008
 ME1008                          SUPERSEDED SURVEY CONTROL
 ME1008
 ME1008  NAVD 88 (06/15/91)  181.392  (m)          595.12   (f) SUPERSEDED  1 1
 ME1008  NGVD 29 (01/19/93)  181.500  (m)          595.47   (f) ADJUSTED    1 1
 ME1008  NGVD 29 (??/??/92)  181.500  (m)          595.47   (f) SUPERSEDED  1 1
 ME1008
 ME1008.Superseded values are not recommended for survey control.
 ME1008
 ME1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1008.See file dsdata.pdf to determine how the superseded data were derived.
 ME1008
 ME1008_MARKER: DB = BENCH MARK DISK
 ME1008_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME1008_SP_SET: PIER
 ME1008_STAMPING: N 335 1968
 ME1008_MARK LOGO: CGS
 ME1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME1008+STABILITY: POSITION/ELEVATION WELL
 ME1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1008+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 ME1008
 ME1008  HISTORY     - Date     Condition        Report By
 ME1008  HISTORY     - 1968     MONUMENTED       CGS
 ME1008  HISTORY     - 1976     GOOD             NGS
 ME1008  HISTORY     - 19920807 GOOD             NGS
 ME1008
 ME1008                          STATION DESCRIPTION
 ME1008
 ME1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1008'0.7 MI NW FROM GARY.
 ME1008'ABOUT 0.7 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1008'THE STATION AT GARY, IN SECTION 6, R 8 W, T 36 N, SET VERTICALLY
 ME1008'IN THE SOUTHWEST FACE OF THE NORTHWEST LEG TO THE FIRST PIER
 ME1008'SOUTHEAST OF THE TRACK SUPPORTING THE INDIANA TURNPIKE OVER THE
 ME1008'TRACKS, 27.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WESTBOUND
 ME1008'TRACK, 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT
 ME1008'ABOVE THE LEVEL OF THE TRACK.
 ME1008
 ME1008                          STATION RECOVERY (1976)
 ME1008
 ME1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ME1008'RECOVERED IN GOOD CONDITION.
 ME1008
 ME1008                          STATION RECOVERY (1992)
 ME1008
 ME1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1008'1.6 KM (1.00 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1008'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 0.9 KM (0.55 MI)
 ME1008'NORTHWESTERLY ALONG THE CONRAIL RAILROAD, SET VERTICALLY IN THE
 ME1008'SOUTHWEST FACE OF THE MOST NORTHWESTERLY COLUMN (1ST PIER NORTHEAST
 ME1008'OF THE TRACK)) OF THE WESTBOUND INTERSTATE HIGHWAY 90 OVERPASS OF THE
 ME1008'RAILROAD, 13.5 M (44.3 FT) NORTHEAST OF THE NEAR RAIL, 4.6 M
 ME1008'(15.1 FT) NORTHWEST OF OF THE CENTER OF THE WESTBOUND LANES OF THE
 ME1008'HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1634 ***********************************************************************
 LB1634  DESIGNATION -  N 34
 LB1634  PID         -  LB1634
 LB1634  STATE/COUNTY-  IN/FOUNTAIN
 LB1634  COUNTRY     -  US
 LB1634  USGS QUAD   -  HILLSBORO (2019)
 LB1634
 LB1634                         *CURRENT SURVEY CONTROL
 LB1634  ______________________________________________________________________
 LB1634* NAD 83(1986) POSITION- 40 06 43.     (N) 087 09 38.     (W)   SCALED
 LB1634* NAVD 88 ORTHO HEIGHT -   217.906 (meters)      714.91  (feet) ADJUSTED
 LB1634  ______________________________________________________________________
 LB1634  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 LB1634  DYNAMIC HEIGHT  -        217.792 (meters)      714.54  (feet) COMP
 LB1634  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LB1634
 LB1634  VERT ORDER      -  SECOND    CLASS 0
 LB1634
 LB1634.The horizontal coordinates were scaled from a map and have
 LB1634.an estimated accuracy of +/- 6 seconds.
 LB1634
 LB1634.The orthometric height was determined by differential leveling and
 LB1634.adjusted by the NATIONAL GEODETIC SURVEY
 LB1634.in June 1991.
 LB1634
 LB1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1634.GEOID18 height accuracy estimate available here.
 LB1634
 LB1634.Click photographs - Photos may exist for this station.
 LB1634
 LB1634.The dynamic height is computed by dividing the NAVD 88
 LB1634.geopotential number by the normal gravity value computed on the
 LB1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1634.degrees latitude (g = 980.6199 gals.).
 LB1634
 LB1634.The modeled gravity was interpolated from observed gravity values.
 LB1634
 LB1634;                    North         East    Units  Estimated Accuracy
 LB1634;SPC IN W     -   539,950.      893,420.      MT  (+/- 180 meters Scaled)
 LB1634
 LB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK863401(NAD 83)
 LB1634
 LB1634                          SUPERSEDED SURVEY CONTROL
 LB1634
 LB1634  NGVD 29 (??/??/92)  217.982  (m)          715.16   (f) ADJ UNCH    2 0
 LB1634
 LB1634.Superseded values are not recommended for survey control.
 LB1634
 LB1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1634.See file dsdata.pdf to determine how the superseded data were derived.
 LB1634
 LB1634_MARKER: DB = BENCH MARK DISK
 LB1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1634_STAMPING: N 34 1934
 LB1634_MARK LOGO: CGS
 LB1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1634+STABILITY: SURFACE MOTION
 LB1634
 LB1634  HISTORY     - Date     Condition        Report By
 LB1634  HISTORY     - 1934     MONUMENTED       CGS
 LB1634  HISTORY     - 20090806 MARK NOT FOUND   INDIV
 LB1634
 LB1634                          STATION DESCRIPTION
 LB1634
 LB1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1634'AT HILLSBOROUGH.
 LB1634'AT HILLSBOROUGH, FOUNTAIN COUNTY, ON THE PEORIA AND EASTESRN
 LB1634'RAILWAY, 29 YARDS WEST OF THE WEST END OF THE STATION, 15 YARDS
 LB1634'NORTHWEST OF POLE 59/20, 6 YARDS NORTH OF THE NORTH RAIL, AND
 LB1634'2-1/2 YARDS NORTH OF THE NORTH EDGE OF A BRICK SIDEWALL ALONG THE
 LB1634'TRACK.  A STANDARD DISK, STAMPED N 34 1934 AND SET IN THE TOP OF
 LB1634'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LB1634
 LB1634                          STATION RECOVERY (2009)
 LB1634
 LB1634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LB1634'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2128 ***********************************************************************
 ME2128  DESIGNATION -  N 349
 ME2128  PID         -  ME2128
 ME2128  STATE/COUNTY-  IN/LAKE
 ME2128  COUNTRY     -  US
 ME2128  USGS QUAD   -  PORTAGE (2019)
 ME2128
 ME2128                         *CURRENT SURVEY CONTROL
 ME2128  ______________________________________________________________________
 ME2128* NAD 83(1986) POSITION- 41 36 16.     (N) 087 14 40.     (W)   SCALED
 ME2128* NAVD 88 ORTHO HEIGHT -   184.439 (meters)      605.11  (feet) ADJUSTED
 ME2128  ______________________________________________________________________
 ME2128  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 ME2128  DYNAMIC HEIGHT  -        184.371 (meters)      604.89  (feet) COMP
 ME2128  MODELED GRAVITY -    980,251.4   (mgal)                       NAVD 88
 ME2128
 ME2128  VERT ORDER      -  FIRST     CLASS II
 ME2128
 ME2128.The horizontal coordinates were scaled from a map and have
 ME2128.an estimated accuracy of +/- 6 seconds.
 ME2128
 ME2128.The orthometric height was determined by differential leveling and
 ME2128.adjusted by the NATIONAL GEODETIC SURVEY
 ME2128.in June 1991.
 ME2128
 ME2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2128.GEOID18 height accuracy estimate available here.
 ME2128
 ME2128.Click photographs - Photos may exist for this station.
 ME2128
 ME2128.The dynamic height is computed by dividing the NAVD 88
 ME2128.geopotential number by the normal gravity value computed on the
 ME2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2128.degrees latitude (g = 980.6199 gals.).
 ME2128
 ME2128.The modeled gravity was interpolated from observed gravity values.
 ME2128
 ME2128;                    North         East    Units  Estimated Accuracy
 ME2128;SPC IN W     -   705,700.      886,570.      MT  (+/- 180 meters Scaled)
 ME2128
 ME2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM796058(NAD 83)
 ME2128
 ME2128                          SUPERSEDED SURVEY CONTROL
 ME2128
 ME2128  NGVD 29 (01/19/93)  184.541  (m)          605.45   (f) ADJUSTED    1 2
 ME2128  NGVD 29 (??/??/92)  184.536  (m)          605.43   (f) SUPERSEDED  1 2
 ME2128
 ME2128.Superseded values are not recommended for survey control.
 ME2128
 ME2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2128.See file dsdata.pdf to determine how the superseded data were derived.
 ME2128
 ME2128_MARKER: I = METAL ROD
 ME2128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2128_STAMPING: N 349 1985
 ME2128_MARK LOGO: NGS
 ME2128_PROJECTION: FLUSH
 ME2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2128_ROD/PIPE-DEPTH: 11.0 meters
 ME2128
 ME2128  HISTORY     - Date     Condition        Report By
 ME2128  HISTORY     - 1985     MONUMENTED       NGS
 ME2128
 ME2128                          STATION DESCRIPTION
 ME2128
 ME2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2128'8.2 KM (5.1 MI) EAST FROM GARY.
 ME2128'8.2 KM (5.1 FT) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2128'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, 11.0 M (36.1 FT) NORTH OF
 ME2128'THE CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) WEST OF UTILITY POLE
 ME2128'NUMBER 191 858, 5.0 M (16.4 FT) SOUTH OF THE NEAR RAIL OF THE SOUTH
 ME2128'SHORE RAILROAD, AND 1.2 M (3.9 FT) EAST OF UTILITY POLE NUMBER 177
 ME2128'852.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2128'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ME2128'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0758 ***********************************************************************
 LA0758  DESIGNATION -  N 35
 LA0758  PID         -  LA0758
 LA0758  STATE/COUNTY-  IN/WELLS
 LA0758  COUNTRY     -  US
 LA0758  USGS QUAD   -  UNIONDALE (2019)
 LA0758
 LA0758                         *CURRENT SURVEY CONTROL
 LA0758  ______________________________________________________________________
 LA0758* NAD 83(1986) POSITION- 40 49 51.     (N) 085 10 37.     (W)   SCALED
 LA0758* NAVD 88 ORTHO HEIGHT -   260.384 (meters)      854.28  (feet) ADJUSTED
 LA0758  ______________________________________________________________________
 LA0758  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LA0758  DYNAMIC HEIGHT  -        260.263 (meters)      853.88  (feet) COMP
 LA0758  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 LA0758
 LA0758  VERT ORDER      -  SECOND    CLASS 0
 LA0758
 LA0758.The horizontal coordinates were scaled from a map and have
 LA0758.an estimated accuracy of +/- 6 seconds.
 LA0758
 LA0758.The orthometric height was determined by differential leveling and
 LA0758.adjusted by the NATIONAL GEODETIC SURVEY
 LA0758.in June 1991.
 LA0758
 LA0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0758.GEOID18 height accuracy estimate available here.
 LA0758
 LA0758.Click photographs - Photos may exist for this station.
 LA0758
 LA0758.The dynamic height is computed by dividing the NAVD 88
 LA0758.geopotential number by the normal gravity value computed on the
 LA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0758.degrees latitude (g = 980.6199 gals.).
 LA0758
 LA0758.The modeled gravity was interpolated from observed gravity values.
 LA0758
 LA0758;                    North         East    Units  Estimated Accuracy
 LA0758;SPC IN E     -   619,890.      141,310.      MT  (+/- 180 meters Scaled)
 LA0758
 LA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL537215(NAD 83)
 LA0758
 LA0758                          SUPERSEDED SURVEY CONTROL
 LA0758
 LA0758  NGVD 29 (??/??/92)  260.519  (m)          854.72   (f) ADJ UNCH    2 0
 LA0758
 LA0758.Superseded values are not recommended for survey control.
 LA0758
 LA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0758.See file dsdata.pdf to determine how the superseded data were derived.
 LA0758
 LA0758_MARKER: DB = BENCH MARK DISK
 LA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0758_STAMPING: N 35 1934
 LA0758_MARK LOGO: CGS
 LA0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0758+STABILITY: SURFACE MOTION
 LA0758
 LA0758  HISTORY     - Date     Condition        Report By
 LA0758  HISTORY     - 1934     MONUMENTED       CGS
 LA0758  HISTORY     - 1946     GOOD             CGS
 LA0758  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA0758
 LA0758                          STATION DESCRIPTION
 LA0758
 LA0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0758'AT KINGSLAND.
 LA0758'AT KINGSLAND, WELLS COUNTY, ON THE ERIE RAILROAD, IN THE SOUTHWEST
 LA0758'ANGLE OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0758'RAILROAD, SOUTH OF THE JUNCTION TOWER AND WEST OF THE STATION,
 LA0758'18.1 FEET SOUTH OF THE SOUTH RAIL OF THE E.R.R. TRACK, 16 FEET
 LA0758'WEST OF THE WEST RAIL OF THE N.Y.C. AND ST. L.R.R. TRACK, AND
 LA0758'ABOUT 8 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA0758'N 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA0758
 LA0758                          STATION RECOVERY (1961)
 LA0758
 LA0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LA0758'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1645 ***********************************************************************
 KA1645  DESIGNATION -  N 350
 KA1645  PID         -  KA1645
 KA1645  STATE/COUNTY-  IN/MARION
 KA1645  COUNTRY     -  US
 KA1645  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1645
 KA1645                         *CURRENT SURVEY CONTROL
 KA1645  ______________________________________________________________________
 KA1645* NAD 83(1986) POSITION- 39 45 56.     (N) 086 11 54.     (W)   SCALED
 KA1645* NAVD 88 ORTHO HEIGHT -   215.057 (meters)      705.57  (feet) ADJUSTED
 KA1645  ______________________________________________________________________
 KA1645  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 KA1645  DYNAMIC HEIGHT  -        214.940 (meters)      705.18  (feet) COMP
 KA1645  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 KA1645
 KA1645  VERT ORDER      -  FIRST     CLASS II
 KA1645
 KA1645.The horizontal coordinates were scaled from a map and have
 KA1645.an estimated accuracy of +/- 6 seconds.
 KA1645
 KA1645.The orthometric height was determined by differential leveling and
 KA1645.adjusted by the NATIONAL GEODETIC SURVEY
 KA1645.in June 1991.
 KA1645
 KA1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1645.GEOID18 height accuracy estimate available here.
 KA1645
 KA1645.Click photographs - Photos may exist for this station.
 KA1645
 KA1645.The dynamic height is computed by dividing the NAVD 88
 KA1645.geopotential number by the normal gravity value computed on the
 KA1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1645.degrees latitude (g = 980.6199 gals.).
 KA1645
 KA1645.The modeled gravity was interpolated from observed gravity values.
 KA1645
 KA1645;                    North         East    Units  Estimated Accuracy
 KA1645;SPC IN E     -   501,620.       54,450.      MT  (+/- 180 meters Scaled)
 KA1645
 KA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK686020(NAD 83)
 KA1645
 KA1645                          SUPERSEDED SURVEY CONTROL
 KA1645
 KA1645.No superseded survey control is available for this station.
 KA1645
 KA1645_MARKER: I = METAL ROD
 KA1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1645_STAMPING: N 350 1985
 KA1645_MARK LOGO: NGS
 KA1645_PROJECTION: RECESSED 2 CENTIMETERS
 KA1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1645_ROD/PIPE-DEPTH: 5.5 meters
 KA1645
 KA1645  HISTORY     - Date     Condition        Report By
 KA1645  HISTORY     - 1985     MONUMENTED       NGS
 KA1645  HISTORY     - 20070605 MARK NOT FOUND   INDIV
 KA1645
 KA1645                          STATION DESCRIPTION
 KA1645
 KA1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1645'IN INDIANAPOLIS.
 KA1645'IN INDIANAPOLIS, AT THE INTERSECTION OF WEST WASHINGTON STREET AND
 KA1645'SHEFFIELD AVENUE, IN THE NORTHEAST CORNER OF THE WASHINGTON HIGH
 KA1645'SCHOOL LAWN, 12.5 M (41.0 FT) WEST OF THE EXTENDED CENTER OF THE
 KA1645'AVENUE, 10.7 M (35.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KA1645'LANES OF THE STREET, 1.9 M (6.2 FT) WEST OF A FENCE, AND 1.6 M (5.2
 KA1645'FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1645'5-INCH LOGO CAP.
 KA1645'THE MARK IS 0.3 M ABOVE THE STREET.
 KA1645
 KA1645                          STATION RECOVERY (2007)
 KA1645
 KA1645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1645'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1701 ***********************************************************************
 KA1701  DESIGNATION -  N 351
 KA1701  PID         -  KA1701
 KA1701  STATE/COUNTY-  IN/CLAY
 KA1701  COUNTRY     -  US
 KA1701  USGS QUAD   -  STAUNTON (2019)
 KA1701
 KA1701                         *CURRENT SURVEY CONTROL
 KA1701  ______________________________________________________________________
 KA1701* NAD 83(1986) POSITION- 39 23 16.     (N) 087 09 42.     (W)   SCALED
 KA1701* NAVD 88 ORTHO HEIGHT -   187.411 (meters)      614.86  (feet) ADJUSTED
 KA1701  ______________________________________________________________________
 KA1701  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 KA1701  DYNAMIC HEIGHT  -        187.304 (meters)      614.51  (feet) COMP
 KA1701  MODELED GRAVITY -    980,048.7   (mgal)                       NAVD 88
 KA1701
 KA1701  VERT ORDER      -  FIRST     CLASS II
 KA1701
 KA1701.The horizontal coordinates were scaled from a map and have
 KA1701.an estimated accuracy of +/- 6 seconds.
 KA1701
 KA1701.The orthometric height was determined by differential leveling and
 KA1701.adjusted by the NATIONAL GEODETIC SURVEY
 KA1701.in June 1991.
 KA1701
 KA1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1701.GEOID18 height accuracy estimate available here.
 KA1701
 KA1701.Click photographs - Photos may exist for this station.
 KA1701
 KA1701.The dynamic height is computed by dividing the NAVD 88
 KA1701.geopotential number by the normal gravity value computed on the
 KA1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1701.degrees latitude (g = 980.6199 gals.).
 KA1701
 KA1701.The modeled gravity was interpolated from observed gravity values.
 KA1701
 KA1701;                    North         East    Units  Estimated Accuracy
 KA1701;SPC IN W     -   459,550.      893,250.      MT  (+/- 180 meters Scaled)
 KA1701
 KA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860598(NAD 83)
 KA1701
 KA1701                          SUPERSEDED SURVEY CONTROL
 KA1701
 KA1701.No superseded survey control is available for this station.
 KA1701
 KA1701_MARKER: I = METAL ROD
 KA1701_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1701_STAMPING: N 351 1986
 KA1701_MARK LOGO: NGS
 KA1701_PROJECTION: FLUSH
 KA1701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1701+STABILITY: POSITION/ELEVATION WELL
 KA1701_ROD/PIPE-DEPTH: 4.9 meters
 KA1701_SLEEVE-DEPTH  : 3.0 meters
 KA1701
 KA1701  HISTORY     - Date     Condition        Report By
 KA1701  HISTORY     - 1986     MONUMENTED       NGS
 KA1701
 KA1701                          STATION DESCRIPTION
 KA1701
 KA1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1701'12.5 KM (7.75 MI) EAST FROM RILEY.
 KA1701'12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KA1701'WITH STATE HIGHWAY 159 IN RILEY, 10.2 M (33.5 FT) SOUTH OF THE HIGHWAY
 KA1701'CENTERLINE, AND 3.7 M (12.1 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS
 KA1701'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1701'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 KA1701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1687 ***********************************************************************
 KA1687  DESIGNATION -  N 352
 KA1687  PID         -  KA1687
 KA1687  STATE/COUNTY-  IN/VIGO
 KA1687  COUNTRY     -  US
 KA1687  USGS QUAD   -  SEELYVILLE (2019)
 KA1687
 KA1687                         *CURRENT SURVEY CONTROL
 KA1687  ______________________________________________________________________
 KA1687* NAD 83(1986) POSITION- 39 28 59.     (N) 087 18 52.     (W)   SCALED
 KA1687* NAVD 88 ORTHO HEIGHT -   169.862 (meters)      557.29  (feet) ADJUSTED
 KA1687  ______________________________________________________________________
 KA1687  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 KA1687  DYNAMIC HEIGHT  -        169.765 (meters)      556.97  (feet) COMP
 KA1687  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 KA1687
 KA1687  VERT ORDER      -  FIRST     CLASS II
 KA1687
 KA1687.The horizontal coordinates were scaled from a map and have
 KA1687.an estimated accuracy of +/- 6 seconds.
 KA1687
 KA1687.The orthometric height was determined by differential leveling and
 KA1687.adjusted by the NATIONAL GEODETIC SURVEY
 KA1687.in June 1991.
 KA1687
 KA1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1687.GEOID18 height accuracy estimate available here.
 KA1687
 KA1687.Click photographs - Photos may exist for this station.
 KA1687
 KA1687.The dynamic height is computed by dividing the NAVD 88
 KA1687.geopotential number by the normal gravity value computed on the
 KA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1687.degrees latitude (g = 980.6199 gals.).
 KA1687
 KA1687.The modeled gravity was interpolated from observed gravity values.
 KA1687
 KA1687;                    North         East    Units  Estimated Accuracy
 KA1687;SPC IN W     -   470,150.      880,120.      MT  (+/- 180 meters Scaled)
 KA1687
 KA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729704(NAD 83)
 KA1687
 KA1687                          SUPERSEDED SURVEY CONTROL
 KA1687
 KA1687.No superseded survey control is available for this station.
 KA1687
 KA1687_MARKER: I = METAL ROD
 KA1687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1687_STAMPING: N 352 1985
 KA1687_MARK LOGO: NGS
 KA1687_PROJECTION: RECESSED 1 CENTIMETERS
 KA1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1687_ROD/PIPE-DEPTH: 6.7 meters
 KA1687
 KA1687  HISTORY     - Date     Condition        Report By
 KA1687  HISTORY     - 1985     MONUMENTED       NGS
 KA1687
 KA1687                          STATION DESCRIPTION
 KA1687
 KA1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1687'9.0 KM (5.6 MI) NE FROM TERRE HAUTE.
 KA1687'9.0 KM (5.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE
 KA1687'COURTHOUSE IN TERRE HAUTE, 43.9 M (144.0 FT) WEST OF THE CENTER OF
 KA1687'SOUTH 38TH ROAD LEADING SOUTH TO LOST CREEK ELEMENTARY SCHOOL, 11.7 M
 KA1687'(38.4 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 KA1687'HIGHWAY, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 KA1687'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1687'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1707 ***********************************************************************
 KA1707  DESIGNATION -  N 353
 KA1707  PID         -  KA1707
 KA1707  STATE/COUNTY-  IN/CLAY
 KA1707  COUNTRY     -  US
 KA1707  USGS QUAD   -  CLAY CITY (2019)
 KA1707
 KA1707                         *CURRENT SURVEY CONTROL
 KA1707  ______________________________________________________________________
 KA1707* NAD 83(1986) POSITION- 39 18 36.     (N) 087 06 36.     (W)   SCALED
 KA1707* NAVD 88 ORTHO HEIGHT -   168.074 (meters)      551.42  (feet) ADJUSTED
 KA1707  ______________________________________________________________________
 KA1707  GEOID HEIGHT    -        -32.741 (meters)                     GEOID18
 KA1707  DYNAMIC HEIGHT  -        167.976 (meters)      551.10  (feet) COMP
 KA1707  MODELED GRAVITY -    980,043.9   (mgal)                       NAVD 88
 KA1707
 KA1707  VERT ORDER      -  FIRST     CLASS II
 KA1707
 KA1707.The horizontal coordinates were scaled from a map and have
 KA1707.an estimated accuracy of +/- 6 seconds.
 KA1707
 KA1707.The orthometric height was determined by differential leveling and
 KA1707.adjusted by the NATIONAL GEODETIC SURVEY
 KA1707.in June 1991.
 KA1707
 KA1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1707.GEOID18 height accuracy estimate available here.
 KA1707
 KA1707.Click photographs - Photos may exist for this station.
 KA1707
 KA1707.The dynamic height is computed by dividing the NAVD 88
 KA1707.geopotential number by the normal gravity value computed on the
 KA1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1707.degrees latitude (g = 980.6199 gals.).
 KA1707
 KA1707.The modeled gravity was interpolated from observed gravity values.
 KA1707
 KA1707;                    North         East    Units  Estimated Accuracy
 KA1707;SPC IN W     -   450,910.      897,700.      MT  (+/- 180 meters Scaled)
 KA1707
 KA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905511(NAD 83)
 KA1707
 KA1707                          SUPERSEDED SURVEY CONTROL
 KA1707
 KA1707.No superseded survey control is available for this station.
 KA1707
 KA1707_MARKER: DV = VERTICAL CONTROL DISK
 KA1707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1707_SP_SET: BRIDGE ABUTMENT
 KA1707_STAMPING: N 353 1985
 KA1707_MARK LOGO: NGS
 KA1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1707
 KA1707  HISTORY     - Date     Condition        Report By
 KA1707  HISTORY     - 1985     MONUMENTED       NGS
 KA1707
 KA1707                          STATION DESCRIPTION
 KA1707
 KA1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1707'3.7 KM (2.3 MI) NORTH FROM CLAY CITY.
 KA1707'3.7 KM (2.3 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM ITS JUNCTION
 KA1707'WITH STATE HIGHWAY 157 IN CLAY CITY, IN TOP OF AND 0.06 M (0.2 FT)
 KA1707'EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY
 KA1707'BRIDGE SPANNING CONNELEY DITCH, AND 5.3 M (17.4 FT) WEST OF THE
 KA1707'CENTERLINE OF THE HIGHWAY.
 KA1707'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1621 ***********************************************************************
 JA1621  DESIGNATION -  N 354
 JA1621  PID         -  JA1621
 JA1621  STATE/COUNTY-  IN/DAVIESS
 JA1621  COUNTRY     -  US
 JA1621  USGS QUAD   -  PLAINVILLE (2019)
 JA1621
 JA1621                         *CURRENT SURVEY CONTROL
 JA1621  ______________________________________________________________________
 JA1621* NAD 83(1986) POSITION- 38 48 19.     (N) 087 09 09.     (W)   SCALED
 JA1621* NAVD 88 ORTHO HEIGHT -   142.710 (meters)      468.21  (feet) ADJUSTED
 JA1621  ______________________________________________________________________
 JA1621  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 JA1621  DYNAMIC HEIGHT  -        142.621 (meters)      467.92  (feet) COMP
 JA1621  MODELED GRAVITY -    980,004.4   (mgal)                       NAVD 88
 JA1621
 JA1621  VERT ORDER      -  FIRST     CLASS II
 JA1621
 JA1621.The horizontal coordinates were scaled from a map and have
 JA1621.an estimated accuracy of +/- 6 seconds.
 JA1621
 JA1621.The orthometric height was determined by differential leveling and
 JA1621.adjusted by the NATIONAL GEODETIC SURVEY
 JA1621.in June 1991.
 JA1621
 JA1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1621.GEOID18 height accuracy estimate available here.
 JA1621
 JA1621.Click photographs - Photos may exist for this station.
 JA1621
 JA1621.The dynamic height is computed by dividing the NAVD 88
 JA1621.geopotential number by the normal gravity value computed on the
 JA1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1621.degrees latitude (g = 980.6199 gals.).
 JA1621
 JA1621.The modeled gravity was interpolated from observed gravity values.
 JA1621
 JA1621;                    North         East    Units  Estimated Accuracy
 JA1621;SPC IN W     -   394,880.      893,990.      MT  (+/- 180 meters Scaled)
 JA1621
 JA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH867951(NAD 83)
 JA1621
 JA1621                          SUPERSEDED SURVEY CONTROL
 JA1621
 JA1621.No superseded survey control is available for this station.
 JA1621
 JA1621_MARKER: I = METAL ROD
 JA1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1621_STAMPING: N 354 1985
 JA1621_MARK LOGO: NGS
 JA1621_PROJECTION: RECESSED 1 CENTIMETERS
 JA1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1621_ROD/PIPE-DEPTH: 6.7 meters
 JA1621
 JA1621  HISTORY     - Date     Condition        Report By
 JA1621  HISTORY     - 1985     MONUMENTED       NGS
 JA1621
 JA1621                          STATION DESCRIPTION
 JA1621
 JA1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1621'IN PLAINVILLE.
 JA1621'IN PLAINVILLE, AT THE JUNCTION OF STATE HIGHWAY 57 AND JOHN STREET,
 JA1621'32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.4 M (47.2
 JA1621'FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 6.3 M (20.7
 JA1621'FT) SOUTH OF THE CENTER OF THE STREET, AND 0.8 M (2.6 FT) WEST OF
 JA1621'UTILITY POLE NUMBER 100.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JA1621'5-INCH LOGO CAP.
 JA1621'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1634 ***********************************************************************
 KA1634  DESIGNATION -  N 355
 KA1634  PID         -  KA1634
 KA1634  STATE/COUNTY-  IN/MARION
 KA1634  COUNTRY     -  US
 KA1634  USGS QUAD   -  BEECH GROVE (2019)
 KA1634
 KA1634                         *CURRENT SURVEY CONTROL
 KA1634  ______________________________________________________________________
 KA1634* NAD 83(1986) POSITION- 39 43 55.04   (N) 086 02 06.72   (W)   HD_HELD1
 KA1634* NAVD 88 ORTHO HEIGHT -   265.066 (meters)      869.64  (feet) ADJUSTED
 KA1634  ______________________________________________________________________
 KA1634  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 KA1634  DYNAMIC HEIGHT  -        264.915 (meters)      869.14  (feet) COMP
 KA1634  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA1634
 KA1634  VERT ORDER      -  FIRST     CLASS II
 KA1634
 KA1634.The horizontal coordinates were determined by differentially corrected
 KA1634.hand held GPS observations or other comparable positioning techniques
 KA1634.and have an estimated accuracy of +/- 3 meters.
 KA1634
 KA1634.The orthometric height was determined by differential leveling and
 KA1634.adjusted by the NATIONAL GEODETIC SURVEY
 KA1634.in June 1991.
 KA1634
 KA1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1634.GEOID18 height accuracy estimate available here.
 KA1634
 KA1634.Click photographs - Photos may exist for this station.
 KA1634
 KA1634.The dynamic height is computed by dividing the NAVD 88
 KA1634.geopotential number by the normal gravity value computed on the
 KA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1634.degrees latitude (g = 980.6199 gals.).
 KA1634
 KA1634.The modeled gravity was interpolated from observed gravity values.
 KA1634
 KA1634;                    North         East    Units  Estimated Accuracy
 KA1634;SPC IN E     -   497,822.0      68,407.8     MT  (+/- 3 meters HH1 GPS) 
 KA1634
 KA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8267698452(NAD 83)
 KA1634
 KA1634                          SUPERSEDED SURVEY CONTROL
 KA1634
 KA1634.No superseded survey control is available for this station.
 KA1634
 KA1634_MARKER: DV = VERTICAL CONTROL DISK
 KA1634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1634_SP_SET: BRIDGE ABUTMENT
 KA1634_STAMPING: N 355 1986
 KA1634_MARK LOGO: NGS
 KA1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1634+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2011
 KA1634
 KA1634  HISTORY     - Date     Condition        Report By
 KA1634  HISTORY     - 1986     MONUMENTED       NGS
 KA1634  HISTORY     - 20110506 GOOD             USI
 KA1634
 KA1634                          STATION DESCRIPTION
 KA1634
 KA1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1634'0.9 KM (0.55 MI) SE FROM INDIANAPOLIS.
 KA1634'0.9 KM (0.55 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 KA1634'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, IN TOP
 KA1634'OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 KA1634'ABUTMENT OF THE FISHER ROAD OVERPASS OF THE HIGHWAY, AND 20.0 M (65.6
 KA1634'FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 KA1634'HIGHWAY.
 KA1634'THE MARK IS 0.8 M BELOW FISHER ROAD.
 KA1634
 KA1634                          STATION RECOVERY (2011)
 KA1634
 KA1634'RECOVERY NOTE BY USI CONSULTANTS INC 2011 (USI)
 KA1634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1600 ***********************************************************************
 JA1600  DESIGNATION -  N 356
 JA1600  PID         -  JA1600
 JA1600  STATE/COUNTY-  IN/VANDERBURGH
 JA1600  COUNTRY     -  US
 JA1600  USGS QUAD   -  ELBERFELD (2019)
 JA1600
 JA1600                         *CURRENT SURVEY CONTROL
 JA1600  ______________________________________________________________________
 JA1600* NAD 83(1986) POSITION- 38 08 36.     (N) 087 28 39.     (W)   SCALED
 JA1600* NAVD 88 ORTHO HEIGHT -   129.352 (meters)      424.38  (feet) ADJUSTED
 JA1600  ______________________________________________________________________
 JA1600  GEOID HEIGHT    -        -31.341 (meters)                     GEOID18
 JA1600  DYNAMIC HEIGHT  -        129.264 (meters)      424.09  (feet) COMP
 JA1600  MODELED GRAVITY -    979,949.1   (mgal)                       NAVD 88
 JA1600
 JA1600  VERT ORDER      -  FIRST     CLASS II
 JA1600
 JA1600.The horizontal coordinates were scaled from a map and have
 JA1600.an estimated accuracy of +/- 6 seconds.
 JA1600
 JA1600.The orthometric height was determined by differential leveling and
 JA1600.adjusted by the NATIONAL GEODETIC SURVEY
 JA1600.in June 1991.
 JA1600
 JA1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1600.GEOID18 height accuracy estimate available here.
 JA1600
 JA1600.Click photographs - Photos may exist for this station.
 JA1600
 JA1600.The dynamic height is computed by dividing the NAVD 88
 JA1600.geopotential number by the normal gravity value computed on the
 JA1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1600.degrees latitude (g = 980.6199 gals.).
 JA1600
 JA1600.The modeled gravity was interpolated from observed gravity values.
 JA1600
 JA1600;                    North         East    Units  Estimated Accuracy
 JA1600;SPC IN W     -   321,480.      865,450.      MT  (+/- 180 meters Scaled)
 JA1600
 JA1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH581218(NAD 83)
 JA1600
 JA1600                          SUPERSEDED SURVEY CONTROL
 JA1600
 JA1600.No superseded survey control is available for this station.
 JA1600
 JA1600_MARKER: F = FLANGE-ENCASED ROD
 JA1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1600_STAMPING: N 356 1986
 JA1600_MARK LOGO: NGS
 JA1600_PROJECTION: RECESSED 1 CENTIMETERS
 JA1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1600+STABILITY: POSITION/ELEVATION WELL
 JA1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1600+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JA1600_ROD/PIPE-DEPTH: 4.7 meters
 JA1600
 JA1600  HISTORY     - Date     Condition        Report By
 JA1600  HISTORY     - 1986     MONUMENTED       NGS
 JA1600  HISTORY     - 19950823 GOOD             USPSQD
 JA1600  HISTORY     - 19981107 GOOD             USPSQD
 JA1600  HISTORY     - 20221011 GOOD             INDOT
 JA1600
 JA1600                          STATION DESCRIPTION
 JA1600
 JA1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1600'21.9 KM (13.6 MI) NORTH FROM EVANSVILLE.
 JA1600'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1600'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, THENCE 13.6 KM (8.45 MI)
 JA1600'NORTHEASTERLY ALONG STATE HIGHWAY 57, 94.1 M (30.8 FT) EAST OF THE
 JA1600'HIGHWAY CENTERLINE, 36.6 M (120.1 FT) EAST OF THE CENTER OF A DRIVEWAY
 JA1600'LEADING SOUTH TO A HOUSE, 34.3 M (112.5 FT) NORTHWEST OF THE NORTHWEST
 JA1600'CORNER OF A GARAGE, AND 5.0 M (16.4 FT) SOUTH OF THE CENTER OF SEVEN
 JA1600'HILLS ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JA1600'CAP.
 JA1600'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1600'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1600
 JA1600                          STATION RECOVERY (1995)
 JA1600
 JA1600'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1600'RECOVERED IN GOOD CONDITION.
 JA1600
 JA1600                          STATION RECOVERY (1998)
 JA1600
 JA1600'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1600'RECOVERED IN GOOD CONDITION.
 JA1600
 JA1600                          STATION RECOVERY (2022)
 JA1600
 JA1600'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2840 ***********************************************************************
 JZ2840  DESIGNATION -  N 357
 JZ2840  PID         -  JZ2840
 JZ2840  STATE/COUNTY-  IN/SHELBY
 JZ2840  COUNTRY     -  US
 JZ2840  USGS QUAD   -  WALDRON (2019)
 JZ2840
 JZ2840                         *CURRENT SURVEY CONTROL
 JZ2840  ______________________________________________________________________
 JZ2840* NAD 83(1986) POSITION- 39 29 13.     (N) 085 40 52.     (W)   SCALED
 JZ2840* NAVD 88 ORTHO HEIGHT -   259.054 (meters)      849.91  (feet) ADJUSTED
 JZ2840  ______________________________________________________________________
 JZ2840  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 JZ2840  DYNAMIC HEIGHT  -        258.899 (meters)      849.40  (feet) COMP
 JZ2840  MODELED GRAVITY -    980,022.3   (mgal)                       NAVD 88
 JZ2840
 JZ2840  VERT ORDER      -  FIRST     CLASS II
 JZ2840
 JZ2840.The horizontal coordinates were scaled from a map and have
 JZ2840.an estimated accuracy of +/- 6 seconds.
 JZ2840
 JZ2840.The orthometric height was determined by differential leveling and
 JZ2840.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2840.in June 1991.
 JZ2840
 JZ2840.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2840.GEOID18 height accuracy estimate available here.
 JZ2840
 JZ2840.Click photographs - Photos may exist for this station.
 JZ2840
 JZ2840.The dynamic height is computed by dividing the NAVD 88
 JZ2840.geopotential number by the normal gravity value computed on the
 JZ2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2840.degrees latitude (g = 980.6199 gals.).
 JZ2840
 JZ2840.The modeled gravity was interpolated from observed gravity values.
 JZ2840
 JZ2840;                    North         East    Units  Estimated Accuracy
 JZ2840;SPC IN E     -   470,560.       98,760.      MT  (+/- 180 meters Scaled)
 JZ2840
 JZ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ134716(NAD 83)
 JZ2840
 JZ2840                          SUPERSEDED SURVEY CONTROL
 JZ2840
 JZ2840.No superseded survey control is available for this station.
 JZ2840
 JZ2840_MARKER: I = METAL ROD
 JZ2840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2840_STAMPING: N 357 1986
 JZ2840_MARK LOGO: NGS
 JZ2840_PROJECTION: FLUSH
 JZ2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2840_ROD/PIPE-DEPTH: 3.3 meters
 JZ2840
 JZ2840  HISTORY     - Date     Condition        Report By
 JZ2840  HISTORY     - 1986     MONUMENTED       NGS
 JZ2840
 JZ2840                          STATION DESCRIPTION
 JZ2840
 JZ2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2840'6.5 KM (4.05 MI) SE FROM SHELBYVILLE.
 JZ2840'6.5 KM (4.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2840'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, 1.5 KM (0.95 MI)
 JZ2840'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 244, 38.5 M (126.3 FT)
 JZ2840'SOUTHEAST OF AN INFORMATION SIGN, AND 17.2 M (56.4 FT) NORTHEAST OF
 JZ2840'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 JZ2840'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2840'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JZ2840'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2814 ***********************************************************************
 JZ2814  DESIGNATION -  N 358
 JZ2814  PID         -  JZ2814
 JZ2814  STATE/COUNTY-  IN/RIPLEY
 JZ2814  COUNTRY     -  US
 JZ2814  USGS QUAD   -  BATESVILLE (2019)
 JZ2814
 JZ2814                         *CURRENT SURVEY CONTROL
 JZ2814  ______________________________________________________________________
 JZ2814* NAD 83(2011) POSITION- 39 18 05.19487(N) 085 11 45.34946(W)   ADJUSTED
 JZ2814* NAD 83(2011) ELLIP HT-   265.689 (meters)        (06/08/23)   ADJUSTED
 JZ2814* NAD 83(2011) EPOCH   -  2010.00
 JZ2814* NAVD 88 ORTHO HEIGHT -   299.802 (meters)      983.60  (feet) ADJUSTED
 JZ2814  ______________________________________________________________________
 JZ2814  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 JZ2814  NAD 83(2011) X  -    413,919.520 (meters)                     COMP
 JZ2814  NAD 83(2011) Y  - -4,925,040.869 (meters)                     COMP
 JZ2814  NAD 83(2011) Z  -  4,018,437.529 (meters)                     COMP
 JZ2814  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JZ2814  DYNAMIC HEIGHT  -        299.614 (meters)      982.98  (feet) COMP
 JZ2814  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JZ2814
 JZ2814  VERT ORDER      -  FIRST     CLASS II
 JZ2814
 JZ2814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2814  Standards:
 JZ2814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2814  -------------------------------------------------------------------
 JZ2814  NETWORK    1.47   1.92           0.59   0.61   0.98     -0.07585317
 JZ2814  -------------------------------------------------------------------
 JZ2814  Click here for local accuracies and other accuracy information.
 JZ2814
 JZ2814.The horizontal coordinates were established by GPS observations
 JZ2814.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 JZ2814
 JZ2814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2814.been affixed to the stable North American tectonic plate. See 
 JZ2814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2814
 JZ2814.The horizontal coordinates are valid at the epoch date displayed above
 JZ2814.which is a decimal equivalence of Year/Month/Day.
 JZ2814
 JZ2814.The orthometric height was determined by differential leveling and
 JZ2814.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2814.in June 1991.
 JZ2814
 JZ2814.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2814.GEOID18 height accuracy estimate available here.
 JZ2814
 JZ2814.Click photographs - Photos may exist for this station.
 JZ2814
 JZ2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2814
 JZ2814.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2814
 JZ2814.The ellipsoidal height was determined by GPS observations
 JZ2814.and is referenced to NAD 83.
 JZ2814
 JZ2814.The dynamic height is computed by dividing the NAVD 88
 JZ2814.geopotential number by the normal gravity value computed on the
 JZ2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2814.degrees latitude (g = 980.6199 gals.).
 JZ2814
 JZ2814.The modeled gravity was interpolated from observed gravity values.
 JZ2814
 JZ2814. The following values were computed from the NAD 83(2011) position.
 JZ2814
 JZ2814;                    North         East     Units Scale Factor Converg.
 JZ2814;SPC IN E     -   450,066.536   140,603.334   MT  0.99998696   +0 17 53.4
 JZ2814;SPC IN E     - 1,476,593.29    461,296.10   sFT  0.99998696   +0 17 53.4
 JZ2814;UTM  16      - 4,351,780.399   655,557.667   MT  0.99989795   +1 08 34.5
 JZ2814
 JZ2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2814!SPC IN E     -   0.99995832  x   0.99998696  =   0.99994528
 JZ2814!UTM  16      -   0.99995832  x   0.99989795  =   0.99985627
 JZ2814
 JZ2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5555751780(NAD 83)
 JZ2814
 JZ2814                          SUPERSEDED SURVEY CONTROL
 JZ2814
 JZ2814.No superseded survey control is available for this station.
 JZ2814
 JZ2814_MARKER: F = FLANGE-ENCASED ROD
 JZ2814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2814_STAMPING: N 358 1986
 JZ2814_MARK LOGO: NGS
 JZ2814_PROJECTION: FLUSH
 JZ2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2814+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 JZ2814_ROD/PIPE-DEPTH: 3.8 meters
 JZ2814
 JZ2814  HISTORY     - Date     Condition        Report By
 JZ2814  HISTORY     - 1986     MONUMENTED       NGS
 JZ2814  HISTORY     - 20030720 GOOD             SURVFI
 JZ2814  HISTORY     - 20230314 GOOD             INDOT
 JZ2814
 JZ2814                          STATION DESCRIPTION
 JZ2814
 JZ2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2814'1.9 KM (1.2 MI) EAST FROM BATESVILLE.
 JZ2814'1.9 KM (1.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION
 JZ2814'WITH STATE HIGHWAY 229 IN BATESVILLE, 143.0 M (469.2 FT) SOUTHEAST OF
 JZ2814'A FENCE CORNER, AND 17.2 M (56.4 FT) NORTHEAST OF THE CENTERLINE OF
 JZ2814'THE WEST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 JZ2814'HAD THROUGH A 5-INCH LOGO CAP.
 JZ2814'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JZ2814'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 JZ2814
 JZ2814                          STATION RECOVERY (2003)
 JZ2814
 JZ2814'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ2814'RECOVERED IN GOOD CONDITION.
 JZ2814
 JZ2814                          STATION RECOVERY (2023)
 JZ2814
 JZ2814'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 JZ2814'THE ROD MARK IS 1.0 FT (0.3 M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 JZ2814'FOR I74 AND IS 379 FT (115.5 M) EAST OF AN IVY TECHNICAL STATE COLLEGE
 JZ2814'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2801 ***********************************************************************
 JZ2801  DESIGNATION -  N 359
 JZ2801  PID         -  JZ2801
 JZ2801  STATE/COUNTY-  IN/DEARBORN
 JZ2801  COUNTRY     -  US
 JZ2801  USGS QUAD   -  GUILFORD (2019)
 JZ2801
 JZ2801                         *CURRENT SURVEY CONTROL
 JZ2801  ______________________________________________________________________
 JZ2801* NAD 83(1986) POSITION- 39 13 55.     (N) 084 56 37.     (W)   SCALED
 JZ2801* NAVD 88 ORTHO HEIGHT -   280.433 (meters)      920.05  (feet) ADJUSTED
 JZ2801  ______________________________________________________________________
 JZ2801  GEOID HEIGHT    -        -33.989 (meters)                     GEOID18
 JZ2801  DYNAMIC HEIGHT  -        280.258 (meters)      919.48  (feet) COMP
 JZ2801  MODELED GRAVITY -    979,997.4   (mgal)                       NAVD 88
 JZ2801
 JZ2801  VERT ORDER      -  FIRST     CLASS II
 JZ2801
 JZ2801.The horizontal coordinates were scaled from a map and have
 JZ2801.an estimated accuracy of +/- 6 seconds.
 JZ2801
 JZ2801.The orthometric height was determined by differential leveling and
 JZ2801.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2801.in June 1991.
 JZ2801
 JZ2801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2801.GEOID18 height accuracy estimate available here.
 JZ2801
 JZ2801.Click photographs - Photos may exist for this station.
 JZ2801
 JZ2801.The dynamic height is computed by dividing the NAVD 88
 JZ2801.geopotential number by the normal gravity value computed on the
 JZ2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2801.degrees latitude (g = 980.6199 gals.).
 JZ2801
 JZ2801.The modeled gravity was interpolated from observed gravity values.
 JZ2801
 JZ2801;                    North         East    Units  Estimated Accuracy
 JZ2801;SPC IN E     -   442,500.      162,430.      MT  (+/- 180 meters Scaled)
 JZ2801
 JZ2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ774445(NAD 83)
 JZ2801
 JZ2801                          SUPERSEDED SURVEY CONTROL
 JZ2801
 JZ2801.No superseded survey control is available for this station.
 JZ2801
 JZ2801_MARKER: I = METAL ROD
 JZ2801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2801_STAMPING: N 359 1986
 JZ2801_MARK LOGO: NGS
 JZ2801_PROJECTION: FLUSH
 JZ2801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2801+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 JZ2801_ROD/PIPE-DEPTH: 3.1 meters
 JZ2801
 JZ2801  HISTORY     - Date     Condition        Report By
 JZ2801  HISTORY     - 1986     MONUMENTED       NGS
 JZ2801  HISTORY     - 20050510 GOOD             HANPRO
 JZ2801  HISTORY     - 20060604 GOOD             GEOCAC
 JZ2801
 JZ2801                          STATION DESCRIPTION
 JZ2801
 JZ2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2801'20.9 KM (13.0 MI) NORTH FROM LAWRENCEBURG.
 JZ2801'20.9 KM (13.0 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 JZ2801'WITH U.S. HIGHWAY 50 IN LAWRENCEBURG, 39.7 M (130.2 FT) NORTHWEST OF
 JZ2801'THE CENTER OF A DRIVEWAY, 11.0 M (36.1 FT) NORTHEAST OF THE CENTERLINE
 JZ2801'OF THE HIGHWAY, 2.5 M (8.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF A
 JZ2801'DRIVEWAY, AND 1.1 M (3.6 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
 JZ2801'WIRE AND TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JZ2801'5-INCH LOGO CAP.
 JZ2801'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JZ2801'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JZ2801
 JZ2801                          STATION RECOVERY (2005)
 JZ2801
 JZ2801'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 JZ2801'RECOVERED IN GOOD CONDITION.
 JZ2801
 JZ2801                          STATION RECOVERY (2006)
 JZ2801
 JZ2801'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2801'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1733 ***********************************************************************
 KA1733  DESIGNATION -  N 360
 KA1733  PID         -  KA1733
 KA1733  STATE/COUNTY-  IN/VIGO
 KA1733  COUNTRY     -  US
 KA1733  USGS QUAD   -  NEW GOSHEN (2019)
 KA1733
 KA1733                         *CURRENT SURVEY CONTROL
 KA1733  ______________________________________________________________________
 KA1733* NAD 83(1986) POSITION- 39 36 25.     (N) 087 26 15.     (W)   SCALED
 KA1733* NAVD 88 ORTHO HEIGHT -   162.058 (meters)      531.69  (feet) ADJUSTED
 KA1733  ______________________________________________________________________
 KA1733  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 KA1733  DYNAMIC HEIGHT  -        161.967 (meters)      531.39  (feet) COMP
 KA1733  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 KA1733
 KA1733  VERT ORDER      -  FIRST     CLASS II
 KA1733
 KA1733.The horizontal coordinates were scaled from a map and have
 KA1733.an estimated accuracy of +/- 6 seconds.
 KA1733
 KA1733.The orthometric height was determined by differential leveling and
 KA1733.adjusted by the NATIONAL GEODETIC SURVEY
 KA1733.in June 1991.
 KA1733
 KA1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1733.GEOID18 height accuracy estimate available here.
 KA1733
 KA1733.Click photographs - Photos may exist for this station.
 KA1733
 KA1733.The dynamic height is computed by dividing the NAVD 88
 KA1733.geopotential number by the normal gravity value computed on the
 KA1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1733.degrees latitude (g = 980.6199 gals.).
 KA1733
 KA1733.The modeled gravity was interpolated from observed gravity values.
 KA1733
 KA1733;                    North         East    Units  Estimated Accuracy
 KA1733;SPC IN W     -   483,940.      869,590.      MT  (+/- 180 meters Scaled)
 KA1733
 KA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624842(NAD 83)
 KA1733
 KA1733                          SUPERSEDED SURVEY CONTROL
 KA1733
 KA1733.No superseded survey control is available for this station.
 KA1733
 KA1733_MARKER: I = METAL ROD
 KA1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1733_STAMPING: N 360 1986
 KA1733_MARK LOGO: NGS
 KA1733_PROJECTION: FLUSH
 KA1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1733_ROD/PIPE-DEPTH: 14.0 meters
 KA1733
 KA1733  HISTORY     - Date     Condition        Report By
 KA1733  HISTORY     - 1986     MONUMENTED       NGS
 KA1733
 KA1733                          STATION DESCRIPTION
 KA1733
 KA1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1733'5.8 KM (3.6 MI) SOUTH FROM CLINTON.
 KA1733'5.8 KM (3.6 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1733'WITH STATE HIGHWAY 163 IN CLINTON, 0.1 KM (0.05 MI) SOUTH OF THE
 KA1733'VERMILLION-VIGO COUNTY LINE, AND 18.7 M (61.4 FT) WEST OF THE
 KA1733'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 KA1733'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1733'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 KA1733'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1759 ***********************************************************************
 KA1759  DESIGNATION -  N 361
 KA1759  PID         -  KA1759
 KA1759  STATE/COUNTY-  IN/VERMILLION
 KA1759  COUNTRY     -  US
 KA1759  USGS QUAD   -  NEWPORT (2019)
 KA1759
 KA1759                         *CURRENT SURVEY CONTROL
 KA1759  ______________________________________________________________________
 KA1759* NAD 83(1986) POSITION- 39 56 57.     (N) 087 27 06.     (W)   SCALED
 KA1759* NAVD 88 ORTHO HEIGHT -   160.324 (meters)      526.00  (feet) ADJUSTED
 KA1759  ______________________________________________________________________
 KA1759  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KA1759  DYNAMIC HEIGHT  -        160.239 (meters)      525.72  (feet) COMP
 KA1759  MODELED GRAVITY -    980,096.8   (mgal)                       NAVD 88
 KA1759
 KA1759  VERT ORDER      -  FIRST     CLASS II
 KA1759
 KA1759.The horizontal coordinates were scaled from a map and have
 KA1759.an estimated accuracy of +/- 6 seconds.
 KA1759
 KA1759.The orthometric height was determined by differential leveling and
 KA1759.adjusted by the NATIONAL GEODETIC SURVEY
 KA1759.in June 1991.
 KA1759
 KA1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1759.GEOID18 height accuracy estimate available here.
 KA1759
 KA1759.Click photographs - Photos may exist for this station.
 KA1759
 KA1759.The dynamic height is computed by dividing the NAVD 88
 KA1759.geopotential number by the normal gravity value computed on the
 KA1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1759.degrees latitude (g = 980.6199 gals.).
 KA1759
 KA1759.The modeled gravity was interpolated from observed gravity values.
 KA1759
 KA1759;                    North         East    Units  Estimated Accuracy
 KA1759;SPC IN W     -   521,940.      868,520.      MT  (+/- 180 meters Scaled)
 KA1759
 KA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614222(NAD 83)
 KA1759
 KA1759                          SUPERSEDED SURVEY CONTROL
 KA1759
 KA1759.No superseded survey control is available for this station.
 KA1759
 KA1759_MARKER: DV = VERTICAL CONTROL DISK
 KA1759_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1759_SP_SET: BRIDGE ABUTMENT
 KA1759_STAMPING: N 361 1986
 KA1759_MARK LOGO: NGS
 KA1759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1759+STABILITY: POSITION/ELEVATION WELL
 KA1759
 KA1759  HISTORY     - Date     Condition        Report By
 KA1759  HISTORY     - 1986     MONUMENTED       NGS
 KA1759  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1759
 KA1759                          STATION DESCRIPTION
 KA1759
 KA1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1759'0.4 KM (0.25 MI) SOUTH FROM CAYUGA.
 KA1759'0.4 KM (0.25 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1759'WITH STATE HIGHWAY 234 IN CAYUGA, IN TOP OF AND 0.2 M (0.6 FT) WEST OF
 KA1759'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE SOUTH BOUND HIGHWAY
 KA1759'OVERPASS OF THE LOUISVILLE AND NASHVILLE RAILROAD, 19.6 M (64.3 FT)
 KA1759'WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND
 KA1759'6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 KA1759'HIGHWAY.
 KA1759'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1759
 KA1759                          STATION RECOVERY (2005)
 KA1759
 KA1759'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1759'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3379 ***********************************************************************
 ME3379  DESIGNATION -  N 367
 ME3379  PID         -  ME3379
 ME3379  STATE/COUNTY-  IN/LAKE
 ME3379  COUNTRY     -  US
 ME3379  USGS QUAD   -  GARY (2019)
 ME3379
 ME3379                         *CURRENT SURVEY CONTROL
 ME3379  ______________________________________________________________________
 ME3379* NAD 83(1986) POSITION- 41 33 50.     (N) 087 18 20.     (W)   SCALED
 ME3379* NAVD 88 ORTHO HEIGHT -   185.481 (meters)      608.53  (feet) ADJUSTED
 ME3379  ______________________________________________________________________
 ME3379  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 ME3379  DYNAMIC HEIGHT  -        185.411 (meters)      608.30  (feet) COMP
 ME3379  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 ME3379
 ME3379  VERT ORDER      -  FIRST     CLASS II
 ME3379
 ME3379.The horizontal coordinates were scaled from a map and have
 ME3379.an estimated accuracy of +/- 6 seconds.
 ME3379
 ME3379.The orthometric height was determined by differential leveling and
 ME3379.adjusted by the NATIONAL GEODETIC SURVEY
 ME3379.in April 1995.
 ME3379
 ME3379.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3379.GEOID18 height accuracy estimate available here.
 ME3379
 ME3379.Click photographs - Photos may exist for this station.
 ME3379
 ME3379.The dynamic height is computed by dividing the NAVD 88
 ME3379.geopotential number by the normal gravity value computed on the
 ME3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3379.degrees latitude (g = 980.6199 gals.).
 ME3379
 ME3379.The modeled gravity was interpolated from observed gravity values.
 ME3379
 ME3379;                    North         East    Units  Estimated Accuracy
 ME3379;SPC IN W     -   701,210.      881,460.      MT  (+/- 180 meters Scaled)
 ME3379
 ME3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745014(NAD 83)
 ME3379
 ME3379                          SUPERSEDED SURVEY CONTROL
 ME3379
 ME3379  NGVD 29 (01/19/93)  185.581  (m)          608.86   (f) ADJUSTED    1 2
 ME3379
 ME3379.Superseded values are not recommended for survey control.
 ME3379
 ME3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3379.See file dsdata.pdf to determine how the superseded data were derived.
 ME3379
 ME3379_MARKER: DV = VERTICAL CONTROL DISK
 ME3379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME3379_SP_SET: PIER
 ME3379_STAMPING: N 367 1992
 ME3379_MARK LOGO: NGS
 ME3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3379+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3379
 ME3379  HISTORY     - Date     Condition        Report By
 ME3379  HISTORY     - 1992     MONUMENTED       NGS
 ME3379
 ME3379                          STATION DESCRIPTION
 ME3379
 ME3379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3379'IN GARY, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND INTERSTATE
 ME3379'HIGHWAY 65, SET VERTICALLY IN THE NORTHWEST FACE OF THE 1ST CONCRETE
 ME3379'PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE HIGHWAY OVERPASS OF
 ME3379'THE TRACK, 10.2 M (33.5 FT) NORTHEAST OF THE NEAR RAIL, 4.4 M
 ME3379'(14.4 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 ME3379'HIGHWAY, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT)
 ME3379'ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1969 ***********************************************************************
 MD1969  DESIGNATION -  N 368
 MD1969  PID         -  MD1969
 MD1969  STATE/COUNTY-  IN/ALLEN
 MD1969  COUNTRY     -  US
 MD1969  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1969
 MD1969                         *CURRENT SURVEY CONTROL
 MD1969  ______________________________________________________________________
 MD1969* NAD 83(1986) POSITION- 41 05 27.     (N) 085 14 40.     (W)   SCALED
 MD1969* NAVD 88 ORTHO HEIGHT -   258.451 (meters)      847.93  (feet) ADJUSTED
 MD1969  ______________________________________________________________________
 MD1969  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 MD1969  DYNAMIC HEIGHT  -        258.350 (meters)      847.60  (feet) COMP
 MD1969  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 MD1969
 MD1969  VERT ORDER      -  FIRST     CLASS II
 MD1969
 MD1969.The horizontal coordinates were scaled from a map and have
 MD1969.an estimated accuracy of +/- 6 seconds.
 MD1969
 MD1969.The orthometric height was determined by differential leveling and
 MD1969.adjusted by the NATIONAL GEODETIC SURVEY
 MD1969.in April 1995.
 MD1969
 MD1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1969.GEOID18 height accuracy estimate available here.
 MD1969
 MD1969.Click photographs - Photos may exist for this station.
 MD1969
 MD1969.The dynamic height is computed by dividing the NAVD 88
 MD1969.geopotential number by the normal gravity value computed on the
 MD1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1969.degrees latitude (g = 980.6199 gals.).
 MD1969
 MD1969.The modeled gravity was interpolated from observed gravity values.
 MD1969
 MD1969;                    North         East    Units  Estimated Accuracy
 MD1969;SPC IN E     -   648,730.      135,470.      MT  (+/- 180 meters Scaled)
 MD1969
 MD1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL474503(NAD 83)
 MD1969
 MD1969                          SUPERSEDED SURVEY CONTROL
 MD1969
 MD1969  NGVD 29 (01/19/93)  258.613  (m)          848.47   (f) ADJUSTED    1 2
 MD1969
 MD1969.Superseded values are not recommended for survey control.
 MD1969
 MD1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1969.See file dsdata.pdf to determine how the superseded data were derived.
 MD1969
 MD1969_MARKER: I = METAL ROD
 MD1969_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD1969+WITH SETTING: INFORMATION.
 MD1969_STAMPING: N 368 1992
 MD1969_MARK LOGO: NGS
 MD1969_PROJECTION: FLUSH
 MD1969_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1969+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1969_ROD/PIPE-DEPTH: 2.7 meters
 MD1969
 MD1969  HISTORY     - Date     Condition        Report By
 MD1969  HISTORY     - 1992     MONUMENTED       NGS
 MD1969
 MD1969                          STATION DESCRIPTION
 MD1969
 MD1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1969'4.8 KM (3.00 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1969'JUNCTION OF ARCOLA ROAD IN ARCOLA, 13.8 M (45.3 FT) SOUTHWEST OF THE
 MD1969'CENTER OF BASS ROAD, 13.2 M (43.3 FT) NORTHEAST OF THE NEAR RAIL, 4.2
 MD1969'M (13.8 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 0.9 M (3.0 FT)
 MD1969'SOUTH OF A WITNESS POST, AND LEVEL WITH THE TRACK.  NOTE--ACCESS TO
 MD1969'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1083 ***********************************************************************
 LA1083  DESIGNATION -  N 37
 LA1083  PID         -  LA1083
 LA1083  STATE/COUNTY-  IN/BLACKFORD
 LA1083  COUNTRY     -  US
 LA1083  USGS QUAD   -  PENNVILLE (2019)
 LA1083
 LA1083                         *CURRENT SURVEY CONTROL
 LA1083  ______________________________________________________________________
 LA1083* NAD 83(1986) POSITION- 40 27 02.     (N) 085 12 23.     (W)   SCALED
 LA1083* NAVD 88 ORTHO HEIGHT -   269.619 (meters)      884.58  (feet) ADJUSTED
 LA1083  ______________________________________________________________________
 LA1083  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 LA1083  DYNAMIC HEIGHT  -        269.482 (meters)      884.13  (feet) COMP
 LA1083  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1083
 LA1083  VERT ORDER      -  SECOND    CLASS 0
 LA1083
 LA1083.The horizontal coordinates were scaled from a map and have
 LA1083.an estimated accuracy of +/- 6 seconds.
 LA1083
 LA1083.The orthometric height was determined by differential leveling and
 LA1083.adjusted by the NATIONAL GEODETIC SURVEY
 LA1083.in June 1991.
 LA1083
 LA1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1083.GEOID18 height accuracy estimate available here.
 LA1083
 LA1083.Click photographs - Photos may exist for this station.
 LA1083
 LA1083.The dynamic height is computed by dividing the NAVD 88
 LA1083.geopotential number by the normal gravity value computed on the
 LA1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1083.degrees latitude (g = 980.6199 gals.).
 LA1083
 LA1083.The modeled gravity was interpolated from observed gravity values.
 LA1083
 LA1083;                    North         East    Units  Estimated Accuracy
 LA1083;SPC IN E     -   577,650.      139,040.      MT  (+/- 180 meters Scaled)
 LA1083
 LA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK520793(NAD 83)
 LA1083
 LA1083                          SUPERSEDED SURVEY CONTROL
 LA1083
 LA1083  NGVD 29 (??/??/92)  269.754  (m)          885.02   (f) ADJ UNCH    2 0
 LA1083
 LA1083.Superseded values are not recommended for survey control.
 LA1083
 LA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1083.See file dsdata.pdf to determine how the superseded data were derived.
 LA1083
 LA1083_MARKER: DB = BENCH MARK DISK
 LA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1083_STAMPING: N 37 1934
 LA1083_MARK LOGO: CGS
 LA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1083+STABILITY: SURFACE MOTION
 LA1083
 LA1083  HISTORY     - Date     Condition        Report By
 LA1083  HISTORY     - 1934     MONUMENTED       CGS
 LA1083  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1083
 LA1083                          STATION DESCRIPTION
 LA1083
 LA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1083'1.7 MI E FROM PRIAM.
 LA1083'1.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 LA1083'PRIAM, BLACKFORD COUNTY, 60 YARDS WEST OF THE INTERSECTION
 LA1083'OF STATE HIGHWAY 167, 33.3 FEET NORTH OF THE CENTERLINE OF
 LA1083'STATE HIGHWAY 26, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.
 LA1083'A STANDARD DISK, STAMPED N 37 1934 AND SET IN THE TOP OF A
 LA1083'CONCRETE POST.
 LA1083
 LA1083                          STATION RECOVERY (1959)
 LA1083
 LA1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7519 ***********************************************************************
 DR7519  DESIGNATION -  N 375
 DR7519  PID         -  DR7519
 DR7519  STATE/COUNTY-  IN/ELKHART
 DR7519  COUNTRY     -  US
 DR7519  USGS QUAD   -  MIDDLEBURY (2019)
 DR7519
 DR7519                         *CURRENT SURVEY CONTROL
 DR7519  ______________________________________________________________________
 DR7519* NAD 83(1986) POSITION- 41 39 16.72   (N) 085 42 24.19   (W)   HD_HELD1
 DR7519* NAVD 88 ORTHO HEIGHT -   280.221 (meters)      919.36  (feet) ADJUSTED
 DR7519  ______________________________________________________________________
 DR7519  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 DR7519  DYNAMIC HEIGHT  -        280.115 (meters)      919.01  (feet) COMP
 DR7519  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 DR7519
 DR7519  VERT ORDER      -  SECOND    CLASS I
 DR7519
 DR7519.The horizontal coordinates were determined by differentially corrected
 DR7519.hand held GPS observations or other comparable positioning techniques
 DR7519.and have an estimated accuracy of +/- 3 meters.
 DR7519
 DR7519.The orthometric height was determined by differential leveling and
 DR7519.adjusted by the NATIONAL GEODETIC SURVEY
 DR7519.in March 2022.
 DR7519
 DR7519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7519.GEOID18 height accuracy estimate available here.
 DR7519
 DR7519.Click photographs - Photos may exist for this station.
 DR7519
 DR7519.The dynamic height is computed by dividing the NAVD 88
 DR7519.geopotential number by the normal gravity value computed on the
 DR7519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7519.degrees latitude (g = 980.6199 gals.).
 DR7519
 DR7519.The modeled gravity was interpolated from observed gravity values.
 DR7519
 DR7519;                    North         East    Units  Estimated Accuracy
 DR7519;SPC IN E     -   711,261.5      96,663.8     MT  (+/- 3 meters HH1 GPS) 
 DR7519
 DR7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0768412240(NAD 83)
 DR7519
 DR7519                          SUPERSEDED SURVEY CONTROL
 DR7519
 DR7519.No superseded survey control is available for this station.
 DR7519
 DR7519_MARKER: DV = VERTICAL CONTROL DISK
 DR7519_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7519+WITH SETTING: PAVEMENT
 DR7519_SP_SET: SIGN FOUNDATION
 DR7519_STAMPING: 2018 N 375
 DR7519_MARK LOGO: INDOT
 DR7519_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR7519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7519+STABILITY: SURFACE MOTION
 DR7519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7519+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DR7519
 DR7519  HISTORY     - Date     Condition        Report By
 DR7519  HISTORY     - 20180611 MONUMENTED       INDOT
 DR7519
 DR7519                          STATION DESCRIPTION
 DR7519
 DR7519'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7519'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF BRISTOL, 6.7
 DR7519'MI (10.8 KM) WEST OF SHIPSHEWANA AND 1.4 MI (2.3 KM) SOUTH OF
 DR7519'MIDDLEBURY.
 DR7519'
 DR7519'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND
 DR7519'STATE ROAD 13, TRAVEL NORTHWEST 0.06 MI (0.10 KM) ALONG U.S. HIGHWAY
 DR7519'20 TO THE STATION LOCATED ON THE NORTH (NORTH-EAST) OF THE ROAD,
 DR7519'LOCATED IN BP SIGN FOUNDATION.
 DR7519'
 DR7519'THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTHWEST OF THE NORTHWEST
 DR7519'EDGE OF THE SOUTH DRIVE ENTRANCE TO BP GAS STATION.  IT IS LOCATED
 DR7519'38.26 FT (11.7 M) SOUTHEAST OF THE SOUTHEAST FACE OF A STEEL GUARD
 DR7519'POST, 115.22 FT (35.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DR7519'SOUTHWEST CANOPY POST, 33.20 FT (10.1 M) WEST OF A CUT-X IN A CONCRETE
 DR7519'LIGHT POLE BASE AND 24.00 FT (7.3 M) NORTHEAST OF THE NORTHEAST CORNER
 DR7519'OF A WEST US 20 SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0808 ***********************************************************************
 LA0808  DESIGNATION -  N 38 RESET
 LA0808  PID         -  LA0808
 LA0808  STATE/COUNTY-  IN/WELLS
 LA0808  COUNTRY     -  US
 LA0808  USGS QUAD   -  BLUFFTON (2019)
 LA0808
 LA0808                         *CURRENT SURVEY CONTROL
 LA0808  ______________________________________________________________________
 LA0808* NAD 83(1986) POSITION- 40 44 18.     (N) 085 10 17.     (W)   SCALED
 LA0808* NAVD 88 ORTHO HEIGHT -   251.83  (meters)      826.2   (feet) RESET
 LA0808  ______________________________________________________________________
 LA0808  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LA0808  VERT ORDER      -  THIRD
 LA0808
 LA0808.The horizontal coordinates were scaled from a map and have
 LA0808.an estimated accuracy of +/- 6 seconds.
 LA0808
 LA0808.The orthometric height was computed from unverified reset data.
 LA0808
 LA0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0808.GEOID18 height accuracy estimate available here.
 LA0808
 LA0808.Click photographs - Photos may exist for this station.
 LA0808
 LA0808;                    North         East    Units  Estimated Accuracy
 LA0808;SPC IN E     -   609,620.      141,830.      MT  (+/- 180 meters Scaled)
 LA0808
 LA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543113(NAD 83)
 LA0808
 LA0808                          SUPERSEDED SURVEY CONTROL
 LA0808
 LA0808  NGVD 29 (??/??/??)  251.97   (m)          826.7    (f) RESET       3  
 LA0808
 LA0808.Superseded values are not recommended for survey control.
 LA0808
 LA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0808.See file dsdata.pdf to determine how the superseded data were derived.
 LA0808
 LA0808_MARKER: DB = BENCH MARK DISK
 LA0808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0808_SP_SET: WINDOW WELL
 LA0808_STAMPING: N 38 RESET 1970
 LA0808_MARK LOGO: CGS
 LA0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0808+STABILITY: SURFACE MOTION
 LA0808
 LA0808  HISTORY     - Date     Condition        Report By
 LA0808  HISTORY     - 1970     MONUMENTED       NGS
 LA0808
 LA0808                          STATION DESCRIPTION
 LA0808
 LA0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0808'AT BLUFFTON.
 LA0808'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND
 LA0808'NORTHWEST CORNER OF CONCRETE WINDOW WELL OF THE POST OFFICE IN
 LA0808'THE SOUTHEAST ANGLE OF THE INTERSECTION OF S MAIN AND W WASHINGTON
 LA0808'STREETS IN BLUFFTON, 6 FEET SOUTHWEST OF THE NORTHWEST CORNER
 LA0808'OF THE POST OFFICE, 3 FEET WEST OF THE WEST WALL AND 5 FEET
 LA0808'NORTHEAST OF FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0995 ***********************************************************************
 LA0995  DESIGNATION -  N 39
 LA0995  PID         -  LA0995
 LA0995  STATE/COUNTY-  IN/RANDOLPH
 LA0995  COUNTRY     -  US
 LA0995  USGS QUAD   -  FARMLAND (2019)
 LA0995
 LA0995                         *CURRENT SURVEY CONTROL
 LA0995  ______________________________________________________________________
 LA0995* NAD 83(1986) POSITION- 40 11 19.     (N) 085 07 33.     (W)   SCALED
 LA0995* NAVD 88 ORTHO HEIGHT -   316.749 (meters)     1039.20  (feet) ADJUSTED
 LA0995  ______________________________________________________________________
 LA0995  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 LA0995  DYNAMIC HEIGHT  -        316.580 (meters)     1038.65  (feet) COMP
 LA0995  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 LA0995
 LA0995  VERT ORDER      -  SECOND    CLASS 0
 LA0995
 LA0995.The horizontal coordinates were scaled from a map and have
 LA0995.an estimated accuracy of +/- 6 seconds.
 LA0995
 LA0995.The orthometric height was determined by differential leveling and
 LA0995.adjusted by the NATIONAL GEODETIC SURVEY
 LA0995.in June 1991.
 LA0995
 LA0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0995.GEOID18 height accuracy estimate available here.
 LA0995
 LA0995.Click photographs - Photos may exist for this station.
 LA0995
 LA0995.The dynamic height is computed by dividing the NAVD 88
 LA0995.geopotential number by the normal gravity value computed on the
 LA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0995.degrees latitude (g = 980.6199 gals.).
 LA0995
 LA0995.The modeled gravity was interpolated from observed gravity values.
 LA0995
 LA0995;                    North         East    Units  Estimated Accuracy
 LA0995;SPC IN E     -   548,600.      146,060.      MT  (+/- 180 meters Scaled)
 LA0995
 LA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK595503(NAD 83)
 LA0995
 LA0995                          SUPERSEDED SURVEY CONTROL
 LA0995
 LA0995  NGVD 29 (??/??/92)  316.887  (m)         1039.65   (f) ADJ UNCH    2 0
 LA0995
 LA0995.Superseded values are not recommended for survey control.
 LA0995
 LA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0995.See file dsdata.pdf to determine how the superseded data were derived.
 LA0995
 LA0995_MARKER: DB = BENCH MARK DISK
 LA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0995_STAMPING: N 39 1934
 LA0995_MARK LOGO: CGS
 LA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0995+STABILITY: SURFACE MOTION
 LA0995
 LA0995  HISTORY     - Date     Condition        Report By
 LA0995  HISTORY     - 1934     MONUMENTED       CGS
 LA0995  HISTORY     - 1967     GOOD             CGS
 LA0995
 LA0995                          STATION DESCRIPTION
 LA0995
 LA0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0995'AT FARMLAND.
 LA0995'AT FARMLAND, RANDOLPH COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 LA0995'AND ST. LOUIS RAILWAY, 5 RAILS EAST OF THE CENTER OF THE SECOND
 LA0995'CROSSING EAST OF THE STATION, BETWEEN POLES 215/42 AND 215/43,
 LA0995'21.9 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET NORTH OF A WIRE FENCE,
 LA0995'AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LA0995'STAMPED N 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA0995
 LA0995                          STATION RECOVERY (1967)
 LA0995
 LA0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LA0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2372 ***********************************************************************
 JZ2372  DESIGNATION -  N 4
 JZ2372  PID         -  JZ2372
 JZ2372  STATE/COUNTY-  IN/MADISON
 JZ2372  COUNTRY     -  US
 JZ2372  USGS QUAD   -  INGALLS (2019)
 JZ2372
 JZ2372                         *CURRENT SURVEY CONTROL
 JZ2372  ______________________________________________________________________
 JZ2372* NAD 83(1986) POSITION- 39 57 12.     (N) 085 48 37.     (W)   SCALED
 JZ2372* NAVD 88 ORTHO HEIGHT -   261.194 (meters)      856.93  (feet) ADJUSTED
 JZ2372  ______________________________________________________________________
 JZ2372  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ2372  DYNAMIC HEIGHT  -        261.049 (meters)      856.46  (feet) COMP
 JZ2372  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 JZ2372
 JZ2372  VERT ORDER      -  FIRST     CLASS II
 JZ2372
 JZ2372.The horizontal coordinates were scaled from a map and have
 JZ2372.an estimated accuracy of +/- 6 seconds.
 JZ2372
 JZ2372.The orthometric height was determined by differential leveling and
 JZ2372.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2372.in June 1991.
 JZ2372
 JZ2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2372.GEOID18 height accuracy estimate available here.
 JZ2372
 JZ2372.Click photographs - Photos may exist for this station.
 JZ2372
 JZ2372.The dynamic height is computed by dividing the NAVD 88
 JZ2372.geopotential number by the normal gravity value computed on the
 JZ2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2372.degrees latitude (g = 980.6199 gals.).
 JZ2372
 JZ2372.The modeled gravity was interpolated from observed gravity values.
 JZ2372
 JZ2372;                    North         East    Units  Estimated Accuracy
 JZ2372;SPC IN E     -   522,350.       87,730.      MT  (+/- 180 meters Scaled)
 JZ2372
 JZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK016232(NAD 83)
 JZ2372
 JZ2372                          SUPERSEDED SURVEY CONTROL
 JZ2372
 JZ2372  NGVD 29 (??/??/92)  261.325  (m)          857.36   (f) ADJ UNCH    1 2
 JZ2372
 JZ2372.Superseded values are not recommended for survey control.
 JZ2372
 JZ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2372.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2372
 JZ2372_MARKER: DB = BENCH MARK DISK
 JZ2372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2372_SP_SET: ABUTMENT
 JZ2372_STAMPING: N 4 ELEV 857.364 FT
 JZ2372_MARK LOGO: CGS
 JZ2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2372
 JZ2372  HISTORY     - Date     Condition        Report By
 JZ2372  HISTORY     - 1916     MONUMENTED       CGS
 JZ2372  HISTORY     - 1947     GOOD             CGS
 JZ2372
 JZ2372                          STATION DESCRIPTION
 JZ2372
 JZ2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2372'0.2 MI SW FROM INGALLS.
 JZ2372'ABOUT 0.25 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2372'FROM THE POST OFFICE AT INGALLS, ABOUT 0.15 MILE NORTHEAST OF
 JZ2372'MILE POST 261, SET IN THE TOP OF THE NORTHWEST END OF THE
 JZ2372'NORTHEAST CONCRETE ABUTMENT OF STEEL RAILROAD BRIDGE NO. 428
 JZ2372'OVER LICK CREEK, 5.5 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 JZ2372'ABOUT 1.5 FEET BELOW THE TRACK.  NOTE-- THE DISK IS BATTERED
 JZ2372'SO THAT THE STAMPING IS BARELY LEGIBLE BUT DISK IS TIGHTLY IN
 JZ2372'PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1717 ***********************************************************************
 JZ1717  DESIGNATION -  N 40
 JZ1717  PID         -  JZ1717
 JZ1717  STATE/COUNTY-  IN/WAYNE
 JZ1717  COUNTRY     -  US
 JZ1717  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1717
 JZ1717                         *CURRENT SURVEY CONTROL
 JZ1717  ______________________________________________________________________
 JZ1717* NAD 83(1986) POSITION- 39 59 50.44   (N) 085 08 41.69   (W)   HD_HELD1
 JZ1717* NAVD 88 ORTHO HEIGHT -   329.456 (meters)     1080.89  (feet) ADJUSTED
 JZ1717  ______________________________________________________________________
 JZ1717  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 JZ1717  DYNAMIC HEIGHT  -        329.271 (meters)     1080.28  (feet) COMP
 JZ1717  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 JZ1717
 JZ1717  VERT ORDER      -  SECOND    CLASS 0
 JZ1717
 JZ1717.The horizontal coordinates were determined by differentially corrected
 JZ1717.hand held GPS observations or other comparable positioning techniques
 JZ1717.and have an estimated accuracy of +/- 3 meters.
 JZ1717
 JZ1717.The orthometric height was determined by differential leveling and
 JZ1717.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1717.in June 1991.
 JZ1717
 JZ1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1717.GEOID18 height accuracy estimate available here.
 JZ1717
 JZ1717.Click photographs - Photos may exist for this station.
 JZ1717
 JZ1717.The dynamic height is computed by dividing the NAVD 88
 JZ1717.geopotential number by the normal gravity value computed on the
 JZ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1717.degrees latitude (g = 980.6199 gals.).
 JZ1717
 JZ1717.The modeled gravity was interpolated from observed gravity values.
 JZ1717
 JZ1717;                    North         East    Units  Estimated Accuracy
 JZ1717;SPC IN E     -   527,353.2     144,554.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1717
 JZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5836029110(NAD 83)
 JZ1717
 JZ1717                          SUPERSEDED SURVEY CONTROL
 JZ1717
 JZ1717  NGVD 29 (??/??/92)  329.594  (m)         1081.34   (f) ADJ UNCH    2 0
 JZ1717
 JZ1717.Superseded values are not recommended for survey control.
 JZ1717
 JZ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1717.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1717
 JZ1717_MARKER: DB = BENCH MARK DISK
 JZ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1717_STAMPING: N 40 1934
 JZ1717_MARK LOGO: CGS
 JZ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1717+STABILITY: SURFACE MOTION
 JZ1717
 JZ1717  HISTORY     - Date     Condition        Report By
 JZ1717  HISTORY     - 1934     MONUMENTED       CGS
 JZ1717  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1717
 JZ1717                          STATION DESCRIPTION
 JZ1717
 JZ1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1717'4.3 MI S FROM MODOC.
 JZ1717'IN WAYNE COUNTY, 4.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE
 JZ1717'POST OFFICE AT MODOC, RANDOLPH COUNTY, IN THE SOUTHEAST ANGLE
 JZ1717'OF A DIRT-ROAD INTERSECTION, 27.8 FEET EAST OF THE CENTERLINE OF
 JZ1717'THE HIGHWAY, 14.5 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 JZ1717'14.6 FEET EAST OF A FENCE CORNER, 1.6 FEET NORTH OF A WIRE
 JZ1717'FENCE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 JZ1717'STAMPED N 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1717
 JZ1717                          STATION RECOVERY (2017)
 JZ1717
 JZ1717'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 JZ1717'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2380 ***********************************************************************
 JZ2380  DESIGNATION -  N 43
 JZ2380  PID         -  JZ2380
 JZ2380  STATE/COUNTY-  IN/RUSH
 JZ2380  COUNTRY     -  US
 JZ2380  USGS QUAD   -  CARTHAGE (2019)
 JZ2380
 JZ2380                         *CURRENT SURVEY CONTROL
 JZ2380  ______________________________________________________________________
 JZ2380* NAD 83(1986) POSITION- 39 39 17.     (N) 085 30 30.     (W)   SCALED
 JZ2380* NAVD 88 ORTHO HEIGHT -   291.906 (meters)      957.69  (feet) ADJUSTED
 JZ2380  ______________________________________________________________________
 JZ2380  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 JZ2380  DYNAMIC HEIGHT  -        291.735 (meters)      957.13  (feet) COMP
 JZ2380  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 JZ2380
 JZ2380  VERT ORDER      -  SECOND    CLASS 0
 JZ2380
 JZ2380.The horizontal coordinates were scaled from a map and have
 JZ2380.an estimated accuracy of +/- 6 seconds.
 JZ2380
 JZ2380.The orthometric height was determined by differential leveling and
 JZ2380.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2380.in June 1991.
 JZ2380
 JZ2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2380.GEOID18 height accuracy estimate available here.
 JZ2380
 JZ2380.Click photographs - Photos may exist for this station.
 JZ2380
 JZ2380.The dynamic height is computed by dividing the NAVD 88
 JZ2380.geopotential number by the normal gravity value computed on the
 JZ2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2380.degrees latitude (g = 980.6199 gals.).
 JZ2380
 JZ2380.The modeled gravity was interpolated from observed gravity values.
 JZ2380
 JZ2380;                    North         East    Units  Estimated Accuracy
 JZ2380;SPC IN E     -   489,190.      113,590.      MT  (+/- 180 meters Scaled)
 JZ2380
 JZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ279904(NAD 83)
 JZ2380
 JZ2380                          SUPERSEDED SURVEY CONTROL
 JZ2380
 JZ2380  NGVD 29 (??/??/92)  292.034  (m)          958.11   (f) ADJ UNCH    2 0
 JZ2380
 JZ2380.Superseded values are not recommended for survey control.
 JZ2380
 JZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2380.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2380
 JZ2380_MARKER: DB = BENCH MARK DISK
 JZ2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2380_STAMPING: N 43 1934
 JZ2380_MARK LOGO: CGS
 JZ2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2380+STABILITY: SURFACE MOTION
 JZ2380
 JZ2380  HISTORY     - Date     Condition        Report By
 JZ2380  HISTORY     - 1934     MONUMENTED       CGS
 JZ2380
 JZ2380                          STATION DESCRIPTION
 JZ2380
 JZ2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2380'4.4 MI NW FROM RUSHVILLE.
 JZ2380'4.4 MILES NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2380'ST. LOUIS RAILWAY FROM THE STATION AT RUSHVILLE, RUSH COUNTY,
 JZ2380'IN THE NORTHEAST ANGLE OF A DIRT-ROAD CROSSING, 39.5 FEET NORTH
 JZ2380'OF THE CENTERLINE OF THE ROAD, 28.7 FEET EAST OF THE EAST RAIL,
 JZ2380'2 FEET WEST OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER THAN THE
 JZ2380'TRACK.  A STANDARD DISK, STAMPED N 43 1934 AND SET IN THE TOP
 JZ2380'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1526 ***********************************************************************
 LA1526  DESIGNATION -  N 44
 LA1526  PID         -  LA1526
 LA1526  STATE/COUNTY-  IN/MADISON
 LA1526  COUNTRY     -  US
 LA1526  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1526
 LA1526                         *CURRENT SURVEY CONTROL
 LA1526  ______________________________________________________________________
 LA1526* NAD 83(1986) POSITION- 40 03 15.     (N) 085 39 47.     (W)   SCALED
 LA1526* NAVD 88 ORTHO HEIGHT -   277.855 (meters)      911.60  (feet) ADJUSTED
 LA1526  ______________________________________________________________________
 LA1526  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 LA1526  DYNAMIC HEIGHT  -        277.704 (meters)      911.10  (feet) COMP
 LA1526  MODELED GRAVITY -    980,074.3   (mgal)                       NAVD 88
 LA1526
 LA1526  VERT ORDER      -  SECOND    CLASS 0
 LA1526
 LA1526.The horizontal coordinates were scaled from a map and have
 LA1526.an estimated accuracy of +/- 6 seconds.
 LA1526
 LA1526.The orthometric height was determined by differential leveling and
 LA1526.adjusted by the NATIONAL GEODETIC SURVEY
 LA1526.in June 1991.
 LA1526
 LA1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1526.GEOID18 height accuracy estimate available here.
 LA1526
 LA1526.Click photographs - Photos may exist for this station.
 LA1526
 LA1526.The dynamic height is computed by dividing the NAVD 88
 LA1526.geopotential number by the normal gravity value computed on the
 LA1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1526.degrees latitude (g = 980.6199 gals.).
 LA1526
 LA1526.The modeled gravity was interpolated from observed gravity values.
 LA1526
 LA1526;                    North         East    Units  Estimated Accuracy
 LA1526;SPC IN E     -   533,530.      100,310.      MT  (+/- 180 meters Scaled)
 LA1526
 LA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140346(NAD 83)
 LA1526
 LA1526                          SUPERSEDED SURVEY CONTROL
 LA1526
 LA1526  NGVD 29 (??/??/92)  277.992  (m)          912.05   (f) ADJ UNCH    2 0
 LA1526
 LA1526.Superseded values are not recommended for survey control.
 LA1526
 LA1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1526.See file dsdata.pdf to determine how the superseded data were derived.
 LA1526
 LA1526_MARKER: DB = BENCH MARK DISK
 LA1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1526_STAMPING: N 44 1934
 LA1526_MARK LOGO: CGS
 LA1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1526+STABILITY: SURFACE MOTION
 LA1526
 LA1526  HISTORY     - Date     Condition        Report By
 LA1526  HISTORY     - 1934     MONUMENTED       CGS
 LA1526  HISTORY     - 1947     GOOD             CGS
 LA1526
 LA1526                          STATION DESCRIPTION
 LA1526
 LA1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1526'3.3 MI S FROM ANDERSON.
 LA1526'3.3 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA1526'ST. LOUIS RAILWAY FROM THE STATION AT ANDERSON, MADISON COUNTY,
 LA1526'8.5 FEET SOUTHWEST OF POLE 168/35, IN THE SOUTHWEST ANGLE OF A
 LA1526'DIRT-ROAD CROSSING AT THE H.Y. WILSON FARMHOUSE, 57 FEET SOUTH
 LA1526'OF THE CENTERLINE OF THE ROAD, 28.4 FEET WEST OF THE WEST RAIL,
 LA1526'2.1 FEET EAST OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE
 LA1526'TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 44 1934 AND SET
 LA1526'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2426 ***********************************************************************
 JZ2426  DESIGNATION -  N 45
 JZ2426  PID         -  JZ2426
 JZ2426  STATE/COUNTY-  IN/HENRY
 JZ2426  COUNTRY     -  US
 JZ2426  USGS QUAD   -  SHIRLEY (2019)
 JZ2426
 JZ2426                         *CURRENT SURVEY CONTROL
 JZ2426  ______________________________________________________________________
 JZ2426* NAD 83(1986) POSITION- 39 54 08.79   (N) 085 31 13.63   (W)   HD_HELD1
 JZ2426* NAVD 88 ORTHO HEIGHT -   317.130 (meters)     1040.45  (feet) ADJUSTED
 JZ2426  ______________________________________________________________________
 JZ2426  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 JZ2426  DYNAMIC HEIGHT  -        316.953 (meters)     1039.87  (feet) COMP
 JZ2426  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 JZ2426
 JZ2426  VERT ORDER      -  SECOND    CLASS 0
 JZ2426
 JZ2426.The horizontal coordinates were determined by differentially corrected
 JZ2426.hand held GPS observations or other comparable positioning techniques
 JZ2426.and have an estimated accuracy of +/- 3 meters.
 JZ2426
 JZ2426.The orthometric height was determined by differential leveling and
 JZ2426.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2426.in June 1991.
 JZ2426
 JZ2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2426.GEOID18 height accuracy estimate available here.
 JZ2426
 JZ2426.Click photographs - Photos may exist for this station.
 JZ2426
 JZ2426.The dynamic height is computed by dividing the NAVD 88
 JZ2426.geopotential number by the normal gravity value computed on the
 JZ2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2426.degrees latitude (g = 980.6199 gals.).
 JZ2426
 JZ2426.The modeled gravity was interpolated from observed gravity values.
 JZ2426
 JZ2426;                    North         East    Units  Estimated Accuracy
 JZ2426;SPC IN E     -   516,696.0     112,503.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2426
 JZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2647517976(NAD 83)
 JZ2426
 JZ2426                          SUPERSEDED SURVEY CONTROL
 JZ2426
 JZ2426  NGVD 29 (??/??/92)  317.257  (m)         1040.87   (f) ADJ UNCH    2 0
 JZ2426
 JZ2426.Superseded values are not recommended for survey control.
 JZ2426
 JZ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2426.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2426
 JZ2426_MARKER: DB = BENCH MARK DISK
 JZ2426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ2426+WITH SETTING: PAVEMENT
 JZ2426_SP_SET: BASE
 JZ2426_STAMPING: N 45 1934
 JZ2426_MARK LOGO: CGS
 JZ2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2426+STABILITY: SURFACE MOTION
 JZ2426
 JZ2426  HISTORY     - Date     Condition        Report By
 JZ2426  HISTORY     - 1934     MONUMENTED       CGS
 JZ2426  HISTORY     - 1934     GOOD             CGS
 JZ2426
 JZ2426                          STATION DESCRIPTION
 JZ2426
 JZ2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2426'AT KENNARD.
 JZ2426'AT KENNARD, HENRY COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2426'AND ST. LOUIS RAILWAY, 3.2 FEET SOUTH OF THE SOUTH FACE OF THE
 JZ2426'STATION, AT THE STATION ORDER BOARD, IN THE TOP OF THE SOUTHEAST
 JZ2426'CORNER OF THE CONCRETE BASE, 8.4 FEET NORTH OF THE NORTH RAIL,
 JZ2426'AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 JZ2426'DISK, STAMPED N 45 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1668 ***********************************************************************
 JZ1668  DESIGNATION -  N 46
 JZ1668  PID         -  JZ1668
 JZ1668  STATE/COUNTY-  IN/FAYETTE
 JZ1668  COUNTRY     -  US
 JZ1668  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1668
 JZ1668                         *CURRENT SURVEY CONTROL
 JZ1668  ______________________________________________________________________
 JZ1668* NAD 83(1986) POSITION- 39 38 38.     (N) 085 07 28.     (W)   SCALED
 JZ1668* NAVD 88 ORTHO HEIGHT -   251.672 (meters)      825.69  (feet) ADJUSTED
 JZ1668  ______________________________________________________________________
 JZ1668  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 JZ1668  DYNAMIC HEIGHT  -        251.522 (meters)      825.20  (feet) COMP
 JZ1668  MODELED GRAVITY -    980,024.0   (mgal)                       NAVD 88
 JZ1668
 JZ1668  VERT ORDER      -  SECOND    CLASS 0
 JZ1668
 JZ1668.The horizontal coordinates were scaled from a map and have
 JZ1668.an estimated accuracy of +/- 6 seconds.
 JZ1668
 JZ1668.The orthometric height was determined by differential leveling and
 JZ1668.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1668.in June 1991.
 JZ1668
 JZ1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1668.GEOID18 height accuracy estimate available here.
 JZ1668
 JZ1668.Click photographs - Photos may exist for this station.
 JZ1668
 JZ1668.The dynamic height is computed by dividing the NAVD 88
 JZ1668.geopotential number by the normal gravity value computed on the
 JZ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1668.degrees latitude (g = 980.6199 gals.).
 JZ1668
 JZ1668.The modeled gravity was interpolated from observed gravity values.
 JZ1668
 JZ1668;                    North         East    Units  Estimated Accuracy
 JZ1668;SPC IN E     -   488,120.      146,540.      MT  (+/- 180 meters Scaled)
 JZ1668
 JZ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ609899(NAD 83)
 JZ1668
 JZ1668                          SUPERSEDED SURVEY CONTROL
 JZ1668
 JZ1668  NGVD 29 (??/??/92)  251.813  (m)          826.16   (f) ADJ UNCH    2 0
 JZ1668
 JZ1668.Superseded values are not recommended for survey control.
 JZ1668
 JZ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1668.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1668
 JZ1668_MARKER: DB = BENCH MARK DISK
 JZ1668_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1668+WITH SETTING: PAVEMENT
 JZ1668_SP_SET: SIGNAL BASE
 JZ1668_STAMPING: N 46 1934
 JZ1668_MARK LOGO: CGS
 JZ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1668+STABILITY: SURFACE MOTION
 JZ1668
 JZ1668  HISTORY     - Date     Condition        Report By
 JZ1668  HISTORY     - 1934     MONUMENTED       CGS
 JZ1668
 JZ1668                          STATION DESCRIPTION
 JZ1668
 JZ1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1668'0.5 MI E FROM CONNERSVILLE.
 JZ1668'0.5 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1668'STATION AT CONNERSVILLE, FAYETTE COUNTY, 2 RAILS EAST OF A
 JZ1668'TWO-SPAN WARREN TRUSS BRIDGE, ONE RAIL EAST OF SIGNAL W 66/43,
 JZ1668'IN THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE
 JZ1668'SIGNAL-BASE, 5.7 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH
 JZ1668'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 46 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0591 ***********************************************************************
 JZ0591  DESIGNATION -  N 47
 JZ0591  PID         -  JZ0591
 JZ0591  STATE/COUNTY-  IN/DEARBORN
 JZ0591  COUNTRY     -  US
 JZ0591  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0591
 JZ0591                         *CURRENT SURVEY CONTROL
 JZ0591  ______________________________________________________________________
 JZ0591* NAD 83(1986) POSITION- 39 05 59.2    (N) 084 51 40.6    (W)   HD_HELD2
 JZ0591* NAVD 88 ORTHO HEIGHT -   153.798 (meters)      504.59  (feet) ADJUSTED
 JZ0591  ______________________________________________________________________
 JZ0591  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 JZ0591  DYNAMIC HEIGHT  -        153.702 (meters)      504.27  (feet) COMP
 JZ0591  MODELED GRAVITY -    979,999.5   (mgal)                       NAVD 88
 JZ0591
 JZ0591  VERT ORDER      -  FIRST     CLASS II
 JZ0591
 JZ0591.The horizontal coordinates were established by autonomous hand held GPS
 JZ0591.observations and have an estimated accuracy of +/- 10 meters.
 JZ0591
 JZ0591.The orthometric height was determined by differential leveling and
 JZ0591.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0591.in June 1991.
 JZ0591
 JZ0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0591.GEOID18 height accuracy estimate available here.
 JZ0591
 JZ0591.Click photographs - Photos may exist for this station.
 JZ0591
 JZ0591.The dynamic height is computed by dividing the NAVD 88
 JZ0591.geopotential number by the normal gravity value computed on the
 JZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0591.degrees latitude (g = 980.6199 gals.).
 JZ0591
 JZ0591.The modeled gravity was interpolated from observed gravity values.
 JZ0591
 JZ0591;                    North         East    Units  Estimated Accuracy
 JZ0591;SPC IN E     -   427,882.      169,668.      MT  (+/- 10 meters HH2 GPS)
 JZ0591
 JZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8494430026(NAD 83)
 JZ0591
 JZ0591                          SUPERSEDED SURVEY CONTROL
 JZ0591
 JZ0591  NGVD 29 (06/03/91)  154.006  (m)          505.27   (f) ADJUSTED    1 2
 JZ0591  NGVD 29 (??/??/87)  153.999  (m)          505.25   (f) SUPERSEDED  1 2
 JZ0591
 JZ0591.Superseded values are not recommended for survey control.
 JZ0591
 JZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0591.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0591
 JZ0591_MARKER: DB = BENCH MARK DISK
 JZ0591_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0591_SP_SET: FOUNDATION WALL
 JZ0591_STAMPING: N 47 1934
 JZ0591_MARK LOGO: CGS
 JZ0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0591+STABILITY: POSITION/ELEVATION WELL
 JZ0591
 JZ0591  HISTORY     - Date     Condition        Report By
 JZ0591  HISTORY     - 1934     MONUMENTED       CGS
 JZ0591  HISTORY     - 1936     GOOD             CGS
 JZ0591  HISTORY     - 1986     GOOD             NGS
 JZ0591  HISTORY     - 20060602 GOOD             GEOCAC
 JZ0591  HISTORY     - 20190915 GOOD             USPSQD
 JZ0591
 JZ0591                          STATION DESCRIPTION
 JZ0591
 JZ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0591'AT LAWRENCEBURG, DEARBORN COUNTY, AT THE INTERSECTION OF MAIN
 JZ0591'STREET (U.S. HIGHWAY 50) AND MILL STREET, 28.5 FEET WEST OF THE
 JZ0591'WEST CURB OF MAIN STREET, 24.6 FEET NORTH OF THE NORTH CURB OF
 JZ0591'MILL STREET, AT THE JOSEPH E. SEAGRAM AND SON DISTILLERY, AT
 JZ0591'THE EAST CORNER OF THE MAIN OFFICE BUILDING, 1.4 FEET NORTHWEST
 JZ0591'OF THE CORNER, AND 1.6 FEET ABOVE THE GROUND.  A STANDARD DISK,
 JZ0591'STAMPED N 47 1934 AND SET VERTICALLY.
 JZ0591
 JZ0591                          STATION RECOVERY (1986)
 JZ0591
 JZ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0591'LAWRENCEBURG, AT 7 RIDGE AVENUE, SET VERTICALLY IN THE NORTHEAST FACE
 JZ0591'OF THE CONCRETE FOUNDATION WALL OF THE MAIN OFFICE BUILDING OF THE
 JZ0591'JOSEPH E SEAGRAM AND SON DISTILLERY, AND 0.5 M (1.6 FT) NORTHWEST OF
 JZ0591'THE EAST CORNER OF THE BUILDING 0.5 M ABOVE THE GROUND.
 JZ0591
 JZ0591                          STATION RECOVERY (2006)
 JZ0591
 JZ0591'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0591'MARK IS IN THE EAST CORNER OF OFFICE BUILDING, FACING RIDGE AVE.
 JZ0591
 JZ0591                          STATION RECOVERY (2019)
 JZ0591
 JZ0591'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1695 ***********************************************************************
 HZ1695  DESIGNATION -  N 49
 HZ1695  PID         -  HZ1695
 HZ1695  STATE/COUNTY-  IN/JENNINGS
 HZ1695  COUNTRY     -  US
 HZ1695  USGS QUAD   -  VERNON (2019)
 HZ1695
 HZ1695                         *CURRENT SURVEY CONTROL
 HZ1695  ______________________________________________________________________
 HZ1695* NAD 83(1986) POSITION- 38 54 43.     (N) 085 32 08.     (W)   SCALED
 HZ1695* NAVD 88 ORTHO HEIGHT -   242.866 (meters)      796.80  (feet) ADJUSTED
 HZ1695  ______________________________________________________________________
 HZ1695  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 HZ1695  DYNAMIC HEIGHT  -        242.710 (meters)      796.29  (feet) COMP
 HZ1695  MODELED GRAVITY -    979,979.3   (mgal)                       NAVD 88
 HZ1695
 HZ1695  VERT ORDER      -  SECOND    CLASS 0
 HZ1695
 HZ1695.The horizontal coordinates were scaled from a map and have
 HZ1695.an estimated accuracy of +/- 6 seconds.
 HZ1695
 HZ1695.The orthometric height was determined by differential leveling and
 HZ1695.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1695.in June 1991.
 HZ1695
 HZ1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1695.GEOID18 height accuracy estimate available here.
 HZ1695
 HZ1695.Click photographs - Photos may exist for this station.
 HZ1695
 HZ1695.The dynamic height is computed by dividing the NAVD 88
 HZ1695.geopotential number by the normal gravity value computed on the
 HZ1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1695.degrees latitude (g = 980.6199 gals.).
 HZ1695
 HZ1695.The modeled gravity was interpolated from observed gravity values.
 HZ1695
 HZ1695;                    North         East    Units  Estimated Accuracy
 HZ1695;SPC IN E     -   406,730.      111,370.      MT  (+/- 180 meters Scaled)
 HZ1695
 HZ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ269080(NAD 83)
 HZ1695
 HZ1695                          SUPERSEDED SURVEY CONTROL
 HZ1695
 HZ1695  NGVD 29 (??/??/92)  243.002  (m)          797.25   (f) ADJ UNCH    2 0
 HZ1695
 HZ1695.Superseded values are not recommended for survey control.
 HZ1695
 HZ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1695.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1695
 HZ1695_MARKER: DB = BENCH MARK DISK
 HZ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1695_STAMPING: N 49 1934
 HZ1695_MARK LOGO: CGS
 HZ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1695+STABILITY: SURFACE MOTION
 HZ1695
 HZ1695  HISTORY     - Date     Condition        Report By
 HZ1695  HISTORY     - 1934     MONUMENTED       CGS
 HZ1695  HISTORY     - 20230711 MARK NOT FOUND   INDOT
 HZ1695
 HZ1695                          STATION DESCRIPTION
 HZ1695
 HZ1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1695'1.8 MI NW FROM DUPONT.
 HZ1695'IN JENNINGS COUNTY, 1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA
 HZ1695'RAILROAD FROM THE STATION AT DUPONT, JEFFERSON COUNTY, 24 RAILS
 HZ1695'NORTHWEST OF MILEPOST C 30, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD
 HZ1695'CROSSING, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.8 FEET
 HZ1695'NORTHEAST OF THE FENCE LINE, AND ON FOOT HIGHER THAN THE TOP OF
 HZ1695'THE RAIL.  A STANDARD DISK, STAMPED N 49 1934 AND SET IN THE
 HZ1695'TOP OF A CONCRETE POST.
 HZ1695
 HZ1695                          STATION RECOVERY (2023)
 HZ1695
 HZ1695'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1695'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1633 ***********************************************************************
 LA1633  DESIGNATION -  N 5
 LA1633  PID         -  LA1633
 LA1633  STATE/COUNTY-  IN/WABASH
 LA1633  COUNTRY     -  US
 LA1633  USGS QUAD   -  WABASH (2019)
 LA1633
 LA1633                         *CURRENT SURVEY CONTROL
 LA1633  ______________________________________________________________________
 LA1633* NAD 83(1986) POSITION- 40 47 00.     (N) 085 48 44.     (W)   SCALED
 LA1633* NAVD 88 ORTHO HEIGHT -   214.151 (meters)      702.59  (feet) ADJUSTED
 LA1633  ______________________________________________________________________
 LA1633  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 LA1633  DYNAMIC HEIGHT  -        214.048 (meters)      702.26  (feet) COMP
 LA1633  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 LA1633
 LA1633  VERT ORDER      -  FIRST     CLASS II
 LA1633
 LA1633.The horizontal coordinates were scaled from a map and have
 LA1633.an estimated accuracy of +/- 6 seconds.
 LA1633
 LA1633.The orthometric height was determined by differential leveling and
 LA1633.adjusted by the NATIONAL GEODETIC SURVEY
 LA1633.in June 1991.
 LA1633
 LA1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1633.GEOID18 height accuracy estimate available here.
 LA1633
 LA1633.Click photographs - Photos may exist for this station.
 LA1633
 LA1633.The dynamic height is computed by dividing the NAVD 88
 LA1633.geopotential number by the normal gravity value computed on the
 LA1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1633.degrees latitude (g = 980.6199 gals.).
 LA1633
 LA1633.The modeled gravity was interpolated from observed gravity values.
 LA1633
 LA1633;                    North         East    Units  Estimated Accuracy
 LA1633;SPC IN E     -   614,510.       87,710.      MT  (+/- 180 meters Scaled)
 LA1633
 LA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL002153(NAD 83)
 LA1633
 LA1633                          SUPERSEDED SURVEY CONTROL
 LA1633
 LA1633  NGVD 29 (??/??/92)  214.276  (m)          703.00   (f) ADJ UNCH    1 2
 LA1633
 LA1633.Superseded values are not recommended for survey control.
 LA1633
 LA1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1633.See file dsdata.pdf to determine how the superseded data were derived.
 LA1633
 LA1633_MARKER: Q = CHISELED SQUARE
 LA1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1633_SP_SET: ABUTMENT
 LA1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1633
 LA1633  HISTORY     - Date     Condition        Report By
 LA1633  HISTORY     - 1916     MONUMENTED       CGS
 LA1633  HISTORY     - 1946     GOOD             CGS
 LA1633
 LA1633                          STATION DESCRIPTION
 LA1633
 LA1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1633'0.9 MI S FROM WABASH.
 LA1633'ABOUT 0.9 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1633'THE STATION AT WABASH, AT BRIDGE NO. 278 OVER A SMALL CREEK, AT
 LA1633'THE SOUTH YARD LIMITS, AN OUTLINED SQUARE ON THE TOP OF THE WEST
 LA1633'END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 8 FEET WEST OF
 LA1633'AND ABOUT 2 FEET LOWER THAN THE WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0126 ***********************************************************************
 KA0126  DESIGNATION -  N 50
 KA0126  PID         -  KA0126
 KA0126  STATE/COUNTY-  IN/MARION
 KA0126  COUNTRY     -  US
 KA0126  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0126
 KA0126                         *CURRENT SURVEY CONTROL
 KA0126  ______________________________________________________________________
 KA0126* NAD 83(1986) POSITION- 39 46 52.     (N) 086 13 21.     (W)   SCALED
 KA0126* NAVD 88 ORTHO HEIGHT -   220.646 (meters)      723.90  (feet) ADJUSTED
 KA0126  ______________________________________________________________________
 KA0126  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 KA0126  DYNAMIC HEIGHT  -        220.526 (meters)      723.51  (feet) COMP
 KA0126  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 KA0126
 KA0126  VERT ORDER      -  SECOND    CLASS 0
 KA0126
 KA0126.The horizontal coordinates were scaled from a map and have
 KA0126.an estimated accuracy of +/- 6 seconds.
 KA0126
 KA0126.The orthometric height was determined by differential leveling and
 KA0126.adjusted by the NATIONAL GEODETIC SURVEY
 KA0126.in June 1991.
 KA0126
 KA0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0126.GEOID18 height accuracy estimate available here.
 KA0126
 KA0126.Click photographs - Photos may exist for this station.
 KA0126
 KA0126.The dynamic height is computed by dividing the NAVD 88
 KA0126.geopotential number by the normal gravity value computed on the
 KA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0126.degrees latitude (g = 980.6199 gals.).
 KA0126
 KA0126.The modeled gravity was interpolated from observed gravity values.
 KA0126
 KA0126;                    North         East    Units  Estimated Accuracy
 KA0126;SPC IN E     -   503,360.       52,390.      MT  (+/- 180 meters Scaled)
 KA0126
 KA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK665037(NAD 83)
 KA0126
 KA0126                          SUPERSEDED SURVEY CONTROL
 KA0126
 KA0126  NGVD 29 (??/??/92)  220.776  (m)          724.33   (f) ADJ UNCH    2 0
 KA0126
 KA0126.Superseded values are not recommended for survey control.
 KA0126
 KA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0126.See file dsdata.pdf to determine how the superseded data were derived.
 KA0126
 KA0126_MARKER: DB = BENCH MARK DISK
 KA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0126_STAMPING: N 50 1934
 KA0126_MARK LOGO: CGS
 KA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0126+STABILITY: SURFACE MOTION
 KA0126
 KA0126  HISTORY     - Date     Condition        Report By
 KA0126  HISTORY     - 1934     MONUMENTED       CGS
 KA0126  HISTORY     - 1954     GOOD             CGS
 KA0126  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0126
 KA0126                          STATION DESCRIPTION
 KA0126
 KA0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA0126'3.8 MI NW FROM INDIANAPOLIS.
 KA0126'3.8 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0126'STATION AT INDIANAPOLIS, MARION COUNTY, 6 1/2 RAILS NORTHWEST OF
 KA0126'THE TENTH STREET CROSSING, 10 RAILS NORTHWEST OF THE JUNCTION OF
 KA0126'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 7
 KA0126'YARDS WEST OF THE WEST RAIL OF THE C.C.C. AND ST. L. TRACK, AND 6
 KA0126'YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE P. AND E. RY. TRACK.
 KA0126'A STANDARD DISK, STAMPED N 50 1934 AND SET IN THE TOP OF A CONCRETE
 KA0126'POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0126
 KA0126                          STATION RECOVERY (1996)
 KA0126
 KA0126'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0607 ***********************************************************************
 KA0607  DESIGNATION -  N 51
 KA0607  PID         -  KA0607
 KA0607  STATE/COUNTY-  IN/PUTNAM
 KA0607  COUNTRY     -  US
 KA0607  USGS QUAD   -  REELSVILLE (2019)
 KA0607
 KA0607                         *CURRENT SURVEY CONTROL
 KA0607  ______________________________________________________________________
 KA0607* NAD 83(1986) POSITION- 39 37 10.     (N) 086 52 33.     (W)   SCALED
 KA0607* NAVD 88 ORTHO HEIGHT -   231.924 (meters)      760.90  (feet) ADJUSTED
 KA0607  ______________________________________________________________________
 KA0607  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KA0607  DYNAMIC HEIGHT  -        231.793 (meters)      760.47  (feet) COMP
 KA0607  MODELED GRAVITY -    980,056.7   (mgal)                       NAVD 88
 KA0607
 KA0607  VERT ORDER      -  SECOND    CLASS 0
 KA0607
 KA0607.The horizontal coordinates were scaled from a map and have
 KA0607.an estimated accuracy of +/- 6 seconds.
 KA0607
 KA0607.The orthometric height was determined by differential leveling and
 KA0607.adjusted by the NATIONAL GEODETIC SURVEY
 KA0607.in June 1991.
 KA0607
 KA0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0607.GEOID18 height accuracy estimate available here.
 KA0607
 KA0607.Click photographs - Photos may exist for this station.
 KA0607
 KA0607.The dynamic height is computed by dividing the NAVD 88
 KA0607.geopotential number by the normal gravity value computed on the
 KA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0607.degrees latitude (g = 980.6199 gals.).
 KA0607
 KA0607.The modeled gravity was interpolated from observed gravity values.
 KA0607
 KA0607;                    North         East    Units  Estimated Accuracy
 KA0607;SPC IN W     -   485,290.      917,820.      MT  (+/- 180 meters Scaled)
 KA0607
 KA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ106855(NAD 83)
 KA0607
 KA0607                          SUPERSEDED SURVEY CONTROL
 KA0607
 KA0607  NGVD 29 (??/??/92)  232.037  (m)          761.27   (f) ADJ UNCH    2 0
 KA0607
 KA0607.Superseded values are not recommended for survey control.
 KA0607
 KA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0607.See file dsdata.pdf to determine how the superseded data were derived.
 KA0607
 KA0607_MARKER: DB = BENCH MARK DISK
 KA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0607_STAMPING: N 51 1934
 KA0607_MARK LOGO: CGS
 KA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0607+STABILITY: SURFACE MOTION
 KA0607
 KA0607  HISTORY     - Date     Condition        Report By
 KA0607  HISTORY     - 1934     MONUMENTED       CGS
 KA0607  HISTORY     - 1946     GOOD             CGS
 KA0607
 KA0607                          STATION DESCRIPTION
 KA0607
 KA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0607'2.3 MI S FROM GREENCASTLE.
 KA0607'2.3 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0607'RAILWAY FROM THE STATION AT GREENCASTLE, PUTNAM COUNTY, 15 RAILS
 KA0607'SOUTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, 12 RAILS
 KA0607'SOUTH OF THE SWITCH TOWER AT LIMEDALE, 48 FEET NORTHEAST OF THE
 KA0607'SOUTH END OF A CONCRETE WALK, 24 FEET EAST OF THE EAST RAIL OF
 KA0607'THE MAIN TRACK, AND 10.5 FEET EAST OF THE EAST RAIL OF A
 KA0607'CONNECTING SPUR TRACK.  A STANDARD DISK, STAMPED N 51 1934 AND
 KA0607'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0607'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0452 ***********************************************************************
 KA0452  DESIGNATION -  N 52
 KA0452  PID         -  KA0452
 KA0452  STATE/COUNTY-  IN/MONROE
 KA0452  COUNTRY     -  US
 KA0452  USGS QUAD   -  CLEAR CREEK (2019)
 KA0452
 KA0452                         *CURRENT SURVEY CONTROL
 KA0452  ______________________________________________________________________
 KA0452* NAD 83(1986) POSITION- 39 03 23.     (N) 086 34 23.     (W)   SCALED
 KA0452* NAVD 88 ORTHO HEIGHT -   175.388 (meters)      575.42  (feet) ADJUSTED
 KA0452  ______________________________________________________________________
 KA0452  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KA0452  DYNAMIC HEIGHT  -        175.280 (meters)      575.06  (feet) COMP
 KA0452  MODELED GRAVITY -    980,005.1   (mgal)                       NAVD 88
 KA0452
 KA0452  VERT ORDER      -  SECOND    CLASS 0
 KA0452
 KA0452.The horizontal coordinates were scaled from a map and have
 KA0452.an estimated accuracy of +/- 6 seconds.
 KA0452
 KA0452.The orthometric height was determined by differential leveling and
 KA0452.adjusted by the NATIONAL GEODETIC SURVEY
 KA0452.in June 1991.
 KA0452
 KA0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0452.GEOID18 height accuracy estimate available here.
 KA0452
 KA0452.Click photographs - Photos may exist for this station.
 KA0452
 KA0452.The dynamic height is computed by dividing the NAVD 88
 KA0452.geopotential number by the normal gravity value computed on the
 KA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0452.degrees latitude (g = 980.6199 gals.).
 KA0452
 KA0452.The modeled gravity was interpolated from observed gravity values.
 KA0452
 KA0452;                    North         East    Units  Estimated Accuracy
 KA0452;SPC IN W     -   422,880.      944,170.      MT  (+/- 180 meters Scaled)
 KA0452
 KA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ369231(NAD 83)
 KA0452
 KA0452                          SUPERSEDED SURVEY CONTROL
 KA0452
 KA0452  NGVD 29 (??/??/92)  175.508  (m)          575.81   (f) ADJ UNCH    2 0
 KA0452
 KA0452.Superseded values are not recommended for survey control.
 KA0452
 KA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0452.See file dsdata.pdf to determine how the superseded data were derived.
 KA0452
 KA0452_MARKER: DB = BENCH MARK DISK
 KA0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0452_STAMPING: N 52 1934
 KA0452_MARK LOGO: CGS
 KA0452_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0452+STABILITY: SURFACE MOTION
 KA0452
 KA0452  HISTORY     - Date     Condition        Report By
 KA0452  HISTORY     - 1934     MONUMENTED       CGS
 KA0452
 KA0452                          STATION DESCRIPTION
 KA0452
 KA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0452'4.6 MI S FROM CLEAR CREEK.
 KA0452'4.6 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0452'RAILWAY FROM THE STATION AT CLEAR CREEK, MONROE COUNTY, 0.2
 KA0452'MILE SOUTH OF VICTOR SIDING, 10-1/2 RAILS SOUTH OF STEEL BRIDGE
 KA0452'E 4+5, 42 YARDS SOUTH OF SECTION SIGN E 2, 3 RAILS NORTH OF A
 KA0452'CONCRETE CULVERT OVER A SMALL STREAM, 18 FEET EAST OF THE
 KA0452'EAST RAIL, 6 FEET WEST OF THE FENCE LINE, AND 1.5 FEET WEST OF
 KA0452'A POLE.  A STANDARD DISK, STAMPED N 52 1934 AND SET IN THE
 KA0452'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA0452'NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS
 KA0452'NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0334 ***********************************************************************
 KA0334  DESIGNATION -  N 53
 KA0334  PID         -  KA0334
 KA0334  STATE/COUNTY-  IN/BROWN
 KA0334  COUNTRY     -  US
 KA0334  USGS QUAD   -  NASHVILLE (2019)
 KA0334
 KA0334                         *CURRENT SURVEY CONTROL
 KA0334  ______________________________________________________________________
 KA0334* NAD 83(1986) POSITION- 39 11 59.64   (N) 086 07 34.39   (W)   HD_HELD1
 KA0334* NAVD 88 ORTHO HEIGHT -   205.344 (meters)      673.70  (feet) ADJUSTED
 KA0334  ______________________________________________________________________
 KA0334  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 KA0334  DYNAMIC HEIGHT  -        205.219 (meters)      673.29  (feet) COMP
 KA0334  MODELED GRAVITY -    980,014.2   (mgal)                       NAVD 88
 KA0334
 KA0334  VERT ORDER      -  SECOND    CLASS 0
 KA0334
 KA0334.The horizontal coordinates were determined by differentially corrected
 KA0334.hand held GPS observations or other comparable positioning techniques
 KA0334.and have an estimated accuracy of +/- 3 meters.
 KA0334
 KA0334.The orthometric height was determined by differential leveling and
 KA0334.adjusted by the NATIONAL GEODETIC SURVEY
 KA0334.in June 1991.
 KA0334
 KA0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0334.GEOID18 height accuracy estimate available here.
 KA0334
 KA0334.Click photographs - Photos may exist for this station.
 KA0334
 KA0334.The dynamic height is computed by dividing the NAVD 88
 KA0334.geopotential number by the normal gravity value computed on the
 KA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0334.degrees latitude (g = 980.6199 gals.).
 KA0334
 KA0334.The modeled gravity was interpolated from observed gravity values.
 KA0334
 KA0334;                    North         East    Units  Estimated Accuracy
 KA0334;SPC IN E     -   438,788.5      60,304.1     MT  (+/- 3 meters HH1 GPS) 
 KA0334
 KA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7544939323(NAD 83)
 KA0334
 KA0334                          SUPERSEDED SURVEY CONTROL
 KA0334
 KA0334  NGVD 29 (??/??/92)  205.464  (m)          674.09   (f) ADJ UNCH    2 0
 KA0334
 KA0334.Superseded values are not recommended for survey control.
 KA0334
 KA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0334.See file dsdata.pdf to determine how the superseded data were derived.
 KA0334
 KA0334_MARKER: DB = BENCH MARK DISK
 KA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0334_STAMPING: N 53 1934
 KA0334_MARK LOGO: CGS
 KA0334_PROJECTION: PROJECTING
 KA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0334+STABILITY: SURFACE MOTION
 KA0334
 KA0334  HISTORY     - Date     Condition        Report By
 KA0334  HISTORY     - 1934     MONUMENTED       CGS
 KA0334  HISTORY     - 20220630 MARK NOT FOUND   INDOT
 KA0334
 KA0334                          STATION DESCRIPTION
 KA0334
 KA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0334'7.3 MI E FROM NASHVILLE.
 KA0334'7.3 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0334'AT NASHVILLE, BROWN COUNTY, 1.9 MILE EAST OF GNAW BONE, 0.2 MILE
 KA0334'EAST OF THE CLARK SERVICE STATION AT CLARKSDALE, 0.1 MILE WEST OF
 KA0334'THE JUNCTION OF A ROAD LEADING TO THE WM. WALTON FRASER HOUSE,
 KA0334'AT THE JUNCTION OF A DIRT ROAD, 10 YARDS WEST OF THE CENTERLINE
 KA0334'OF THE ROAD, AND 9 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KA0334'A STANDARD DISK, STAMPED N 53 1934 AND SET IN THE TOP OF A CONCRETE
 KA0334'POST PROJECTING 1 FOOT ABOVE GROUND.
 KA0334
 KA0334                          STATION RECOVERY (2022)
 KA0334
 KA0334'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0334'NOT FOUND.  APPEARS TO HAVE BEEN DESTROYED BY PAST ROADWAY
 KA0334'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1588 ***********************************************************************
 KA1588  DESIGNATION -  N 54
 KA1588  PID         -  KA1588
 KA1588  STATE/COUNTY-  IN/SULLIVAN
 KA1588  COUNTRY     -  US
 KA1588  USGS QUAD   -  SULLIVAN (2019)
 KA1588
 KA1588                         *CURRENT SURVEY CONTROL
 KA1588  ______________________________________________________________________
 KA1588* NAD 83(1997) POSITION- 39 05 11.99667(N) 087 24 29.65012(W)   ADJUSTED
 KA1588* NAVD 88 ORTHO HEIGHT -   152.272 (meters)      499.58  (feet) ADJUSTED
 KA1588  ______________________________________________________________________
 KA1588  GEOID HEIGHT    -        -32.255 (meters)                     GEOID18
 KA1588  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 KA1588  DYNAMIC HEIGHT  -        152.182 (meters)      499.28  (feet) COMP
 KA1588  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 KA1588
 KA1588  HORZ ORDER      -  SECOND
 KA1588  VERT ORDER      -  SECOND    CLASS 0
 KA1588
 KA1588.The horizontal coordinates were established by classical geodetic methods
 KA1588.and adjusted by the National Geodetic Survey in May 1999.
 KA1588
 KA1588.The orthometric height was determined by differential leveling and
 KA1588.adjusted by the NATIONAL GEODETIC SURVEY
 KA1588.in June 1991.
 KA1588
 KA1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1588.GEOID18 height accuracy estimate available here.
 KA1588
 KA1588.Click photographs - Photos may exist for this station.
 KA1588
 KA1588.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1588
 KA1588.The dynamic height is computed by dividing the NAVD 88
 KA1588.geopotential number by the normal gravity value computed on the
 KA1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1588.degrees latitude (g = 980.6199 gals.).
 KA1588
 KA1588.The modeled gravity was interpolated from observed gravity values.
 KA1588
 KA1588. The following values were computed from the NAD 83(1997) position.
 KA1588
 KA1588;                    North         East     Units Scale Factor Converg.
 KA1588;SPC IN W     -   426,167.533   871,890.111   MT  0.99997639   -0 12 17.5
 KA1588;SPC IN W     - 1,398,184.65  2,860,526.14   sFT  0.99997639   -0 12 17.5
 KA1588;UTM  16      - 4,326,473.351   464,693.219   MT  0.99961535   -0 15 26.6
 KA1588
 KA1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1588!SPC IN W     -   0.99998117  x   0.99997639  =   0.99995756
 KA1588!UTM  16      -   0.99998117  x   0.99961535  =   0.99959653
 KA1588
 KA1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6469326473(NAD 83)
 KA1588
 KA1588                          SUPERSEDED SURVEY CONTROL
 KA1588
 KA1588  NAD 83(1986)-  39 05 12.00364(N)    087 24 29.64517(W) AD(       ) 2
 KA1588  NAD 27      -  39 05 11.85080(N)    087 24 29.57800(W) AD(       ) 2
 KA1588  NGVD 29 (??/??/92)  152.42   (m)          500.1    (f) COMPUTED    2 0
 KA1588
 KA1588.Superseded values are not recommended for survey control.
 KA1588
 KA1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1588.See file dsdata.pdf to determine how the superseded data were derived.
 KA1588
 KA1588_MARKER: DB = BENCH MARK DISK
 KA1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1588_STAMPING: N 54 1934
 KA1588_MARK LOGO: CGS
 KA1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1588+STABILITY: SURFACE MOTION
 KA1588
 KA1588  HISTORY     - Date     Condition        Report By
 KA1588  HISTORY     - 1934     MONUMENTED       CGS
 KA1588  HISTORY     - 1947     GOOD             CGS
 KA1588
 KA1588                          STATION DESCRIPTION
 KA1588
 KA1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1588'THIS IS A TRAVERSE STATION.
 KA1588'
 KA1588'THE STATION IS 0.5 MILE SOUTH OF THE COURTHOUSE IN SULLIVAN VIA MAIN
 KA1588'STREET, 148 FEET WEST OF THE SOUTHWEST CORNER OF THE SULLIVAN
 KA1588'DEPOT, 18 FEET NORTH OF THE NORTH RAIL OF TRACK, AND 97.872 METERS,
 KA1588'321.10 FEET, WEST OF TRIANGULATION STATION SULLIVAN BY A
 KA1588'TRAVERSE CONNECTION. THIS IS A BRONZE DISK SET IN A SQUARE, CONCRETE
 KA1588'BLOCK. THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED N 54
 KA1588'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0266 ***********************************************************************
 JA0266  DESIGNATION -  N 56
 JA0266  PID         -  JA0266
 JA0266  STATE/COUNTY-  IN/CRAWFORD
 JA0266  COUNTRY     -  US
 JA0266  USGS QUAD   -  MILLTOWN (2019)
 JA0266
 JA0266                         *CURRENT SURVEY CONTROL
 JA0266  ______________________________________________________________________
 JA0266* NAD 83(1986) POSITION- 38 21 34.     (N) 086 18 57.     (W)   SCALED
 JA0266* NAVD 88 ORTHO HEIGHT -   176.895 (meters)      580.36  (feet) ADJUSTED
 JA0266  ______________________________________________________________________
 JA0266  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 JA0266  DYNAMIC HEIGHT  -        176.770 (meters)      579.95  (feet) COMP
 JA0266  MODELED GRAVITY -    979,921.0   (mgal)                       NAVD 88
 JA0266
 JA0266  VERT ORDER      -  FIRST     CLASS II
 JA0266
 JA0266.The horizontal coordinates were scaled from a map and have
 JA0266.an estimated accuracy of +/- 6 seconds.
 JA0266
 JA0266.The orthometric height was determined by differential leveling and
 JA0266.adjusted by the NATIONAL GEODETIC SURVEY
 JA0266.in June 1991.
 JA0266
 JA0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0266.GEOID18 height accuracy estimate available here.
 JA0266
 JA0266.Click photographs - Photos may exist for this station.
 JA0266
 JA0266.The dynamic height is computed by dividing the NAVD 88
 JA0266.geopotential number by the normal gravity value computed on the
 JA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0266.degrees latitude (g = 980.6199 gals.).
 JA0266
 JA0266.The modeled gravity was interpolated from observed gravity values.
 JA0266
 JA0266;                    North         East    Units  Estimated Accuracy
 JA0266;SPC IN W     -   345,670.      967,080.      MT  (+/- 180 meters Scaled)
 JA0266
 JA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH597459(NAD 83)
 JA0266
 JA0266                          SUPERSEDED SURVEY CONTROL
 JA0266
 JA0266  NGVD 29 (??/??/92)  177.012  (m)          580.75   (f) ADJ UNCH    1 2
 JA0266
 JA0266.Superseded values are not recommended for survey control.
 JA0266
 JA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0266.See file dsdata.pdf to determine how the superseded data were derived.
 JA0266
 JA0266_MARKER: DB = BENCH MARK DISK
 JA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0266_STAMPING: N 56 1934
 JA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0266+STABILITY: SURFACE MOTION
 JA0266
 JA0266  HISTORY     - Date     Condition        Report By
 JA0266  HISTORY     - 1934     MONUMENTED       CGS
 JA0266  HISTORY     - 1965     GOOD             CGS
 JA0266  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0266
 JA0266                          STATION DESCRIPTION
 JA0266
 JA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0266'2 MI SE FROM MARENGO.
 JA0266'2.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 JA0266'AT MARENGO, OR ABOUT 2.55 MILES WEST ALONG THE SOUTHERN RAILROAD
 JA0266'FROM THE WEST END OF THE BLUE RIVER BRIDGE AT MILLTOWN, IN SECTION
 JA0266'8, T 2 S, R 2 E, 8 1/2 RAILS SOUTHEAST OF THE MORE EASTERLY OF
 JA0266'TWO ROAD CROSSINGS, 28 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JA0266'1 FOOT SOUTHWEST OF A FENCE, 0.5 FEET WEST OF A METAL WITNESS
 JA0266'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP
 JA0266'OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0266
 JA0266                          STATION RECOVERY (2023)
 JA0266
 JA0266'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1687 ***********************************************************************
 HZ1687  DESIGNATION -  N 60
 HZ1687  PID         -  HZ1687
 HZ1687  STATE/COUNTY-  IN/JACKSON
 HZ1687  COUNTRY     -  US
 HZ1687  USGS QUAD   -  CROTHERSVILLE (2019)
 HZ1687
 HZ1687                         *CURRENT SURVEY CONTROL
 HZ1687  ______________________________________________________________________
 HZ1687* NAD 83(1986) POSITION- 38 50 56.     (N) 085 51 31.     (W)   SCALED
 HZ1687* NAVD 88 ORTHO HEIGHT -   163.938 (meters)      537.85  (feet) ADJUSTED
 HZ1687  ______________________________________________________________________
 HZ1687  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1687  DYNAMIC HEIGHT  -        163.833 (meters)      537.51  (feet) COMP
 HZ1687  MODELED GRAVITY -    979,985.4   (mgal)                       NAVD 88
 HZ1687
 HZ1687  VERT ORDER      -  SECOND    CLASS 0
 HZ1687
 HZ1687.The horizontal coordinates were scaled from a map and have
 HZ1687.an estimated accuracy of +/- 6 seconds.
 HZ1687
 HZ1687.The orthometric height was determined by differential leveling and
 HZ1687.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1687.in June 1991.
 HZ1687
 HZ1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1687.GEOID18 height accuracy estimate available here.
 HZ1687
 HZ1687.Click photographs - Photos may exist for this station.
 HZ1687
 HZ1687.The dynamic height is computed by dividing the NAVD 88
 HZ1687.geopotential number by the normal gravity value computed on the
 HZ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1687.degrees latitude (g = 980.6199 gals.).
 HZ1687
 HZ1687.The modeled gravity was interpolated from observed gravity values.
 HZ1687
 HZ1687;                    North         East    Units  Estimated Accuracy
 HZ1687;SPC IN E     -   399,740.       83,340.      MT  (+/- 180 meters Scaled)
 HZ1687
 HZ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ990006(NAD 83)
 HZ1687
 HZ1687                          SUPERSEDED SURVEY CONTROL
 HZ1687
 HZ1687  NGVD 29 (??/??/92)  164.065  (m)          538.27   (f) ADJ UNCH    2 0
 HZ1687
 HZ1687.Superseded values are not recommended for survey control.
 HZ1687
 HZ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1687.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1687
 HZ1687_MARKER: DB = BENCH MARK DISK
 HZ1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1687_SP_SET: ABUTMENT
 HZ1687_STAMPING: N 60 1934
 HZ1687_MARK LOGO: CGS
 HZ1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1687
 HZ1687  HISTORY     - Date     Condition        Report By
 HZ1687  HISTORY     - 1934     MONUMENTED       CGS
 HZ1687  HISTORY     - 20061111 MARK NOT FOUND   INDIV
 HZ1687
 HZ1687                          STATION DESCRIPTION
 HZ1687
 HZ1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1687'3.7 MI N FROM CROTHERSVILLE.
 HZ1687'3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1687'STATION AT CROTHERSVILLE, JACKSON COUNTY, 0.2 MILE NORTH OF
 HZ1687'MILEPOST 67, AT A FARM-ROAD CROSSING, 11-1/2 RAILS SOUTH OF THE
 HZ1687'CENTERLINE OF THE ROAD, 10 FEET WEST OF THE WEST RAIL, AT BRIDGE
 HZ1687'NO. 66/77, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT,
 HZ1687'4 INCHES SOUTH OF THE SOUTH END OF THE ABUTMENT, AND ABOUT 2
 HZ1687'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 60 1934.
 HZ1687
 HZ1687                          STATION RECOVERY (2006)
 HZ1687
 HZ1687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DGK)
 HZ1687'BRIDGE HAS BEEN REPLACED.  A PORTION OF THE OLD ABUTMENT STILL REMAINS
 HZ1687'BUT MARK HAS APPARENTLY BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0627 ***********************************************************************
 KA0627  DESIGNATION -  N 62
 KA0627  PID         -  KA0627
 KA0627  STATE/COUNTY-  IN/HENDRICKS
 KA0627  COUNTRY     -  US
 KA0627  USGS QUAD   -  COATESVILLE (2019)
 KA0627
 KA0627                         *CURRENT SURVEY CONTROL
 KA0627  ______________________________________________________________________
 KA0627* NAD 83(1986) POSITION- 39 37 50.     (N) 086 39 35.     (W)   SCALED
 KA0627* NAVD 88 ORTHO HEIGHT -   244.371 (meters)      801.74  (feet) ADJUSTED
 KA0627  ______________________________________________________________________
 KA0627  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 KA0627  DYNAMIC HEIGHT  -        244.233 (meters)      801.29  (feet) COMP
 KA0627  MODELED GRAVITY -    980,059.0   (mgal)                       NAVD 88
 KA0627
 KA0627  VERT ORDER      -  FIRST     CLASS II
 KA0627
 KA0627.The horizontal coordinates were scaled from a map and have
 KA0627.an estimated accuracy of +/- 6 seconds.
 KA0627
 KA0627.The orthometric height was determined by differential leveling and
 KA0627.adjusted by the NATIONAL GEODETIC SURVEY
 KA0627.in June 1991.
 KA0627
 KA0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0627.GEOID18 height accuracy estimate available here.
 KA0627
 KA0627.Click photographs - Photos may exist for this station.
 KA0627
 KA0627.The dynamic height is computed by dividing the NAVD 88
 KA0627.geopotential number by the normal gravity value computed on the
 KA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0627.degrees latitude (g = 980.6199 gals.).
 KA0627
 KA0627.The modeled gravity was interpolated from observed gravity values.
 KA0627
 KA0627;                    North         East    Units  Estimated Accuracy
 KA0627;SPC IN W     -   486,590.      936,370.      MT  (+/- 180 meters Scaled)
 KA0627
 KA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ292868(NAD 83)
 KA0627
 KA0627                          SUPERSEDED SURVEY CONTROL
 KA0627
 KA0627  NGVD 29 (??/??/92)  244.463  (m)          802.04   (f) ADJ UNCH    1 2
 KA0627
 KA0627.Superseded values are not recommended for survey control.
 KA0627
 KA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0627.See file dsdata.pdf to determine how the superseded data were derived.
 KA0627
 KA0627_MARKER: DB = BENCH MARK DISK
 KA0627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0627_SP_SET: HEADWALL
 KA0627_STAMPING: N 62 1946
 KA0627_MARK LOGO: CGS
 KA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0627+STABILITY: SURFACE MOTION
 KA0627
 KA0627  HISTORY     - Date     Condition        Report By
 KA0627  HISTORY     - 1946     MONUMENTED       CGS
 KA0627  HISTORY     - 1985     GOOD             NGS
 KA0627  HISTORY     - 20110714 MARK NOT FOUND   GEOCAC
 KA0627
 KA0627                          STATION DESCRIPTION
 KA0627
 KA0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0627'1.6 MI W FROM STILESVILLE.
 KA0627'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0627'AT STILESVILLE, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A PAVED
 KA0627'ROAD LEADING NORTHWEST TO GREENCASTLE, 0.1 MILE EAST OF THE
 KA0627'PUTNAM-HENDRICKS COUNTY LINE, SET IN THE TOP OF THE CENTER OF
 KA0627'THE SOUTH HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 29 FEET SOUTH
 KA0627'OF AND ABOUT 4 FEET BELOW THE CENTER LINE OF THE EAST BOUND
 KA0627'TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 62 1946.
 KA0627
 KA0627                          STATION RECOVERY (1985)
 KA0627
 KA0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0627'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 KA0627'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0627'HIGHWAY 49 IN BELLEVILLE.
 KA0627
 KA0627                          STATION RECOVERY (2011)
 KA0627
 KA0627'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0627'THE TOP OF THE HEADWALL HAS DETERIORATED.  THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0697 ***********************************************************************
 KA0697  DESIGNATION -  N 63
 KA0697  PID         -  KA0697
 KA0697  STATE/COUNTY-  IN/MORGAN
 KA0697  COUNTRY     -  US
 KA0697  USGS QUAD   -  EMINENCE (2019)
 KA0697
 KA0697                         *CURRENT SURVEY CONTROL
 KA0697  ______________________________________________________________________
 KA0697* NAD 83(1986) POSITION- 39 33 27.21   (N) 086 38 47.20   (W)   HD_HELD1
 KA0697* NAVD 88 ORTHO HEIGHT -   228.229 (meters)      748.78  (feet) ADJUSTED
 KA0697  ______________________________________________________________________
 KA0697  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KA0697  DYNAMIC HEIGHT  -        228.100 (meters)      748.36  (feet) COMP
 KA0697  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 KA0697
 KA0697  VERT ORDER      -  SECOND    CLASS 0
 KA0697
 KA0697.The horizontal coordinates were determined by differentially corrected
 KA0697.hand held GPS observations or other comparable positioning techniques
 KA0697.and have an estimated accuracy of +/- 3 meters.
 KA0697
 KA0697.The orthometric height was determined by differential leveling and
 KA0697.adjusted by the NATIONAL GEODETIC SURVEY
 KA0697.in June 1991.
 KA0697
 KA0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0697.GEOID18 height accuracy estimate available here.
 KA0697
 KA0697.Click photographs - Photos may exist for this station.
 KA0697
 KA0697.The dynamic height is computed by dividing the NAVD 88
 KA0697.geopotential number by the normal gravity value computed on the
 KA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0697.degrees latitude (g = 980.6199 gals.).
 KA0697
 KA0697.The modeled gravity was interpolated from observed gravity values.
 KA0697
 KA0697;                    North         East    Units  Estimated Accuracy
 KA0697;SPC IN W     -   478,486.0     937,546.1     MT  (+/- 3 meters HH1 GPS) 
 KA0697
 KA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3037378712(NAD 83)
 KA0697
 KA0697                          SUPERSEDED SURVEY CONTROL
 KA0697
 KA0697  NGVD 29 (??/??/92)  228.346  (m)          749.17   (f) ADJ UNCH    2 0
 KA0697
 KA0697.Superseded values are not recommended for survey control.
 KA0697
 KA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0697.See file dsdata.pdf to determine how the superseded data were derived.
 KA0697
 KA0697_MARKER: DB = BENCH MARK DISK
 KA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0697_STAMPING: N 63 1946
 KA0697_MARK LOGO: CGS
 KA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0697+STABILITY: SURFACE MOTION
 KA0697
 KA0697  HISTORY     - Date     Condition        Report By
 KA0697  HISTORY     - 1946     MONUMENTED       CGS
 KA0697
 KA0697                          STATION DESCRIPTION
 KA0697
 KA0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0697'1.2 MI SW FROM LITTLE POINT.
 KA0697'ABOUT 1.15 MILES WEST ALONG STATE HIGHWAY 42 FROM THE STORE AT
 KA0697'LITTLE POINT, AT A RIGHT ANGLE TURN IN THE HIGHWAY, AND A GRAVEL
 KA0697'ROAD LEADING WEST, 109 FEET SOUTHEAST AND ACROSS THE SIDE ROAD
 KA0697'FROM A 2 STORY BRICK FARM HOUSE, 38 FEET SOUTHWEST AND ACROSS THE
 KA0697'SIDE ROAD FROM A POWER POLE WITH TRANSFORMER, 30 FEET WEST OF THE
 KA0697'EXTENDED CENTER LINE OF THE NORTH-SOUTH HIGHWAY, 17 FEET SOUTH
 KA0697'OF THE CENTER LINE OF THE SIDE ROAD, 9.5 FEET WEST OF A FENCE
 KA0697'CORNER, AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 KA0697'STANDARD DISK, STAMPED N 63 1946 AND SET IN THE TOP OF A CONCRETE
 KA0697'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0133 ***********************************************************************
 KA0133  DESIGNATION -  N 64
 KA0133  PID         -  KA0133
 KA0133  STATE/COUNTY-  IN/MARION
 KA0133  COUNTRY     -  US
 KA0133  USGS QUAD   -  MAYWOOD (2019)
 KA0133
 KA0133                         *CURRENT SURVEY CONTROL
 KA0133  ______________________________________________________________________
 KA0133* NAD 83(1986) POSITION- 39 43 13.     (N) 086 13 30.     (W)   SCALED
 KA0133* NAVD 88 ORTHO HEIGHT -   211.519 (meters)      693.96  (feet) ADJUSTED
 KA0133  ______________________________________________________________________
 KA0133  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA0133  DYNAMIC HEIGHT  -        211.405 (meters)      693.58  (feet) COMP
 KA0133  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 KA0133
 KA0133  VERT ORDER      -  SECOND    CLASS 0
 KA0133
 KA0133.The horizontal coordinates were scaled from a map and have
 KA0133.an estimated accuracy of +/- 6 seconds.
 KA0133
 KA0133.The orthometric height was determined by differential leveling and
 KA0133.adjusted by the NATIONAL GEODETIC SURVEY
 KA0133.in June 1991.
 KA0133
 KA0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0133.GEOID18 height accuracy estimate available here.
 KA0133
 KA0133.Click photographs - Photos may exist for this station.
 KA0133
 KA0133.The dynamic height is computed by dividing the NAVD 88
 KA0133.geopotential number by the normal gravity value computed on the
 KA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0133.degrees latitude (g = 980.6199 gals.).
 KA0133
 KA0133.The modeled gravity was interpolated from observed gravity values.
 KA0133
 KA0133;                    North         East    Units  Estimated Accuracy
 KA0133;SPC IN E     -   496,610.       52,130.      MT  (+/- 180 meters Scaled)
 KA0133
 KA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ664969(NAD 83)
 KA0133
 KA0133                          SUPERSEDED SURVEY CONTROL
 KA0133
 KA0133  NGVD 29 (??/??/92)  211.656  (m)          694.41   (f) ADJ UNCH    2 0
 KA0133
 KA0133.Superseded values are not recommended for survey control.
 KA0133
 KA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0133.See file dsdata.pdf to determine how the superseded data were derived.
 KA0133
 KA0133_MARKER: DB = BENCH MARK DISK
 KA0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0133_STAMPING: N 64 1946
 KA0133_MARK LOGO: CGS
 KA0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0133+STABILITY: SURFACE MOTION
 KA0133
 KA0133  HISTORY     - Date     Condition        Report By
 KA0133  HISTORY     - 1946     MONUMENTED       CGS
 KA0133  HISTORY     - 1952     GOOD             CGS
 KA0133  HISTORY     - 1976     GOOD             LOCSUR
 KA0133  HISTORY     - 20210615 MARK NOT FOUND   MCSO
 KA0133
 KA0133                          STATION DESCRIPTION
 KA0133
 KA0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0133'AT MARS HILL.
 KA0133'AT MARS HILL, AT THE INTERSECTION OF STATE HIGHWAY 67 AND HOLT
 KA0133'ROAD, 44 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48
 KA0133'FEET WEST OF THE CENTER LINE OF HOLT ROAD, 16.5 FEET SOUTHEAST OF
 KA0133'THE SOUTHEAST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, 2 FEET
 KA0133'NORTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 1/2 FEET
 KA0133'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 64 1946
 KA0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 KA0133'GROUND.
 KA0133
 KA0133                          STATION RECOVERY (1952)
 KA0133
 KA0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KA0133'RECOVERED IN GOOD CONDITION.
 KA0133
 KA0133                          STATION RECOVERY (1976)
 KA0133
 KA0133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0133'RECOVERED IN GOOD CONDITION.
 KA0133
 KA0133                          STATION RECOVERY (2021)
 KA0133
 KA0133'RECOVERY NOTE BY MARION COUNTY SURVEYOR OFFICE 2021 (RP)
 KA0133'NO MARK WAS DISCOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0545 ***********************************************************************
 KA0545  DESIGNATION -  N 65
 KA0545  PID         -  KA0545
 KA0545  STATE/COUNTY-  IN/MORGAN
 KA0545  COUNTRY     -  US
 KA0545  USGS QUAD   -  PARAGON (2019)
 KA0545
 KA0545                         *CURRENT SURVEY CONTROL
 KA0545  ______________________________________________________________________
 KA0545* NAD 83(1986) POSITION- 39 27 32.     (N) 086 30 52.     (W)   SCALED
 KA0545* NAVD 88 ORTHO HEIGHT -   194.440 (meters)      637.93  (feet) ADJUSTED
 KA0545  ______________________________________________________________________
 KA0545  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 KA0545  DYNAMIC HEIGHT  -        194.329 (meters)      637.56  (feet) COMP
 KA0545  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 KA0545
 KA0545  VERT ORDER      -  SECOND    CLASS 0
 KA0545
 KA0545.The horizontal coordinates were scaled from a map and have
 KA0545.an estimated accuracy of +/- 6 seconds.
 KA0545
 KA0545.The orthometric height was determined by differential leveling and
 KA0545.adjusted by the NATIONAL GEODETIC SURVEY
 KA0545.in June 1991.
 KA0545
 KA0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0545.GEOID18 height accuracy estimate available here.
 KA0545
 KA0545.Click photographs - Photos may exist for this station.
 KA0545
 KA0545.The dynamic height is computed by dividing the NAVD 88
 KA0545.geopotential number by the normal gravity value computed on the
 KA0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0545.degrees latitude (g = 980.6199 gals.).
 KA0545
 KA0545.The modeled gravity was interpolated from observed gravity values.
 KA0545
 KA0545;                    North         East    Units  Estimated Accuracy
 KA0545;SPC IN W     -   467,600.      948,960.      MT  (+/- 180 meters Scaled)
 KA0545
 KA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ417678(NAD 83)
 KA0545
 KA0545                          SUPERSEDED SURVEY CONTROL
 KA0545
 KA0545  NGVD 29 (??/??/92)  194.563  (m)          638.33   (f) ADJ UNCH    2 0
 KA0545
 KA0545.Superseded values are not recommended for survey control.
 KA0545
 KA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0545.See file dsdata.pdf to determine how the superseded data were derived.
 KA0545
 KA0545_MARKER: DB = BENCH MARK DISK
 KA0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0545_SP_SET: BRIDGE
 KA0545_STAMPING: N 65 1946
 KA0545_MARK LOGO: CGS
 KA0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0545
 KA0545  HISTORY     - Date     Condition        Report By
 KA0545  HISTORY     - 1946     MONUMENTED       CGS
 KA0545
 KA0545                          STATION DESCRIPTION
 KA0545
 KA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0545'4.2 MI SE FROM WAKELAND.
 KA0545'4.15 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO MARTINSVILLE
 KA0545'FROM THE CROSS ROADS AT WAKELAND, 0.8 MILE NORTHWEST OF THE STEEL
 KA0545'BRIDGE OVER BURNETTS CREEK, SET IN THE TOP OF THE SOUTHEAST END
 KA0545'OF THE NORTHEAST CONCRETE RAILING OF A 27-FOOT CONCRETE BRIDGE OVER
 KA0545'A SMALL STREAM, 10 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 KA0545'AND 3.7 FEET HIGHER THAN THE BRIDGE FLOOR.  A STANDARD DISK,
 KA0545'STAMPED N 65 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0508 ***********************************************************************
 KA0508  DESIGNATION -  N 67
 KA0508  PID         -  KA0508
 KA0508  STATE/COUNTY-  IN/OWEN
 KA0508  COUNTRY     -  US
 KA0508  USGS QUAD   -  PATRICKSBURG (2019)
 KA0508
 KA0508                         *CURRENT SURVEY CONTROL
 KA0508  ______________________________________________________________________
 KA0508* NAD 83(1986) POSITION- 39 17 25.     (N) 086 59 03.     (W)   SCALED
 KA0508* NAVD 88 ORTHO HEIGHT -   173.543 (meters)      569.37  (feet) ADJUSTED
 KA0508  ______________________________________________________________________
 KA0508  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 KA0508  DYNAMIC HEIGHT  -        173.442 (meters)      569.03  (feet) COMP
 KA0508  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 KA0508
 KA0508  VERT ORDER      -  SECOND    CLASS 0
 KA0508
 KA0508.The horizontal coordinates were scaled from a map and have
 KA0508.an estimated accuracy of +/- 6 seconds.
 KA0508
 KA0508.The orthometric height was determined by differential leveling and
 KA0508.adjusted by the NATIONAL GEODETIC SURVEY
 KA0508.in June 1991.
 KA0508
 KA0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0508.GEOID18 height accuracy estimate available here.
 KA0508
 KA0508.Click photographs - Photos may exist for this station.
 KA0508
 KA0508.The dynamic height is computed by dividing the NAVD 88
 KA0508.geopotential number by the normal gravity value computed on the
 KA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0508.degrees latitude (g = 980.6199 gals.).
 KA0508
 KA0508.The modeled gravity was interpolated from observed gravity values.
 KA0508
 KA0508;                    North         East    Units  Estimated Accuracy
 KA0508;SPC IN W     -   448,730.      908,560.      MT  (+/- 180 meters Scaled)
 KA0508
 KA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ013489(NAD 83)
 KA0508
 KA0508                          SUPERSEDED SURVEY CONTROL
 KA0508
 KA0508  NGVD 29 (??/??/92)  173.662  (m)          569.76   (f) ADJ UNCH    2 0
 KA0508
 KA0508.Superseded values are not recommended for survey control.
 KA0508
 KA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0508.See file dsdata.pdf to determine how the superseded data were derived.
 KA0508
 KA0508_MARKER: DB = BENCH MARK DISK
 KA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0508_STAMPING: N 67 1946
 KA0508_MARK LOGO: CGS
 KA0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0508+STABILITY: SURFACE MOTION
 KA0508
 KA0508  HISTORY     - Date     Condition        Report By
 KA0508  HISTORY     - 1946     MONUMENTED       CGS
 KA0508  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA0508
 KA0508                          STATION DESCRIPTION
 KA0508
 KA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0508'2.9 MI SW FROM PATRICKSBURG.
 KA0508'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA0508'AT PATRICKSBURG, 0.2 MILE SOUTH OF A STEEL BRIDGE, AT A RIGHT
 KA0508'ANGLE IN THE HIGHWAY WITH TANGENTS EXTENDING WEST AND NORTH,
 KA0508'42 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH,
 KA0508'27.6 FEET WEST OF THE WEST END OF THE SOUTH HEAD WALL OF A STONE
 KA0508'CULVERT, 25 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTER
 KA0508'LINE OF THE HIGHWAY, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA0508'POST.  A STANDARD DISK, STAMPED M 67 1946 AND SET IN THE TOP
 KA0508'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0508
 KA0508                          STATION RECOVERY (2006)
 KA0508
 KA0508'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0508'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1139 ***********************************************************************
 KA1139  DESIGNATION -  N 68
 KA1139  PID         -  KA1139
 KA1139  STATE/COUNTY-  IN/CLAY
 KA1139  COUNTRY     -  US
 KA1139  USGS QUAD   -  CENTER POINT (2019)
 KA1139
 KA1139                         *CURRENT SURVEY CONTROL
 KA1139  ______________________________________________________________________
 KA1139* NAD 83(1986) POSITION- 39 23 12.51   (N) 087 06 38.49   (W)   HD_HELD1
 KA1139* NAVD 88 ORTHO HEIGHT -   176.218 (meters)      578.14  (feet) ADJUSTED
 KA1139  ______________________________________________________________________
 KA1139  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 KA1139  DYNAMIC HEIGHT  -        176.117 (meters)      577.81  (feet) COMP
 KA1139  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA1139
 KA1139  VERT ORDER      -  FIRST     CLASS II
 KA1139
 KA1139.The horizontal coordinates were determined by differentially corrected
 KA1139.hand held GPS observations or other comparable positioning techniques
 KA1139.and have an estimated accuracy of +/- 3 meters.
 KA1139
 KA1139.The orthometric height was determined by differential leveling and
 KA1139.adjusted by the NATIONAL GEODETIC SURVEY
 KA1139.in June 1991.
 KA1139
 KA1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1139.GEOID18 height accuracy estimate available here.
 KA1139
 KA1139.Click photographs - Photos may exist for this station.
 KA1139
 KA1139.The dynamic height is computed by dividing the NAVD 88
 KA1139.geopotential number by the normal gravity value computed on the
 KA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1139.degrees latitude (g = 980.6199 gals.).
 KA1139
 KA1139.The modeled gravity was interpolated from observed gravity values.
 KA1139
 KA1139;                    North         East    Units  Estimated Accuracy
 KA1139;SPC IN W     -   459,438.4     897,643.1     MT  (+/- 3 meters HH1 GPS) 
 KA1139
 KA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9046759708(NAD 83)
 KA1139
 KA1139                          SUPERSEDED SURVEY CONTROL
 KA1139
 KA1139  NGVD 29 (??/??/92)  176.324  (m)          578.49   (f) ADJ UNCH    1 2
 KA1139
 KA1139.Superseded values are not recommended for survey control.
 KA1139
 KA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1139.See file dsdata.pdf to determine how the superseded data were derived.
 KA1139
 KA1139_MARKER: DB = BENCH MARK DISK
 KA1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1139_SP_SET: ABUTMENT
 KA1139_STAMPING: N 68 1946
 KA1139_MARK LOGO: CGS
 KA1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1139
 KA1139  HISTORY     - Date     Condition        Report By
 KA1139  HISTORY     - 1946     MONUMENTED       CGS
 KA1139  HISTORY     - 1985     GOOD             NGS
 KA1139
 KA1139                          STATION DESCRIPTION
 KA1139
 KA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1139'0.9 MI S FROM ASHBORO.
 KA1139'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 59 FROM THE METHODIST
 KA1139'CHURCH AT ASHBORO, AT THE INTERSECTION OF STATE HIGHWAY 46,
 KA1139'SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF AN 18
 KA1139'FOOT CONCRETE BRIDGE, 131 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 KA1139'46, 26 FEET WEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE
 KA1139'OF HIGHWAY 59.  A STANDARD DISK, STAMPED N 68 1946.
 KA1139
 KA1139                          STATION RECOVERY (1985)
 KA1139
 KA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0501 ***********************************************************************
 KA0501  DESIGNATION -  N 69
 KA0501  PID         -  KA0501
 KA0501  STATE/COUNTY-  IN/OWEN
 KA0501  COUNTRY     -  US
 KA0501  USGS QUAD   -  POLAND (2019)
 KA0501
 KA0501                         *CURRENT SURVEY CONTROL
 KA0501  ______________________________________________________________________
 KA0501* NAD 83(1986) POSITION- 39 26 44.     (N) 086 55 21.     (W)   SCALED
 KA0501* NAVD 88 ORTHO HEIGHT -   211.020 (meters)      692.32  (feet) ADJUSTED
 KA0501  ______________________________________________________________________
 KA0501  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KA0501  DYNAMIC HEIGHT  -        210.899 (meters)      691.92  (feet) COMP
 KA0501  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA0501
 KA0501  VERT ORDER      -  SECOND    CLASS 0
 KA0501
 KA0501.The horizontal coordinates were scaled from a map and have
 KA0501.an estimated accuracy of +/- 6 seconds.
 KA0501
 KA0501.The orthometric height was determined by differential leveling and
 KA0501.adjusted by the NATIONAL GEODETIC SURVEY
 KA0501.in June 1991.
 KA0501
 KA0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0501.GEOID18 height accuracy estimate available here.
 KA0501
 KA0501.Click photographs - Photos may exist for this station.
 KA0501
 KA0501.The dynamic height is computed by dividing the NAVD 88
 KA0501.geopotential number by the normal gravity value computed on the
 KA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0501.degrees latitude (g = 980.6199 gals.).
 KA0501
 KA0501.The modeled gravity was interpolated from observed gravity values.
 KA0501
 KA0501;                    North         East    Units  Estimated Accuracy
 KA0501;SPC IN W     -   465,970.      913,840.      MT  (+/- 180 meters Scaled)
 KA0501
 KA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ066662(NAD 83)
 KA0501
 KA0501                          SUPERSEDED SURVEY CONTROL
 KA0501
 KA0501  NGVD 29 (??/??/92)  211.138  (m)          692.71   (f) ADJ UNCH    2 0
 KA0501
 KA0501.Superseded values are not recommended for survey control.
 KA0501
 KA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0501.See file dsdata.pdf to determine how the superseded data were derived.
 KA0501
 KA0501_MARKER: DB = BENCH MARK DISK
 KA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0501_STAMPING: N 69 1946
 KA0501_MARK LOGO: CGS
 KA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0501+STABILITY: SURFACE MOTION
 KA0501
 KA0501  HISTORY     - Date     Condition        Report By
 KA0501  HISTORY     - 1946     MONUMENTED       CGS
 KA0501
 KA0501                          STATION DESCRIPTION
 KA0501
 KA0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0501'1.5 MI E FROM POLAND.
 KA0501'1.5 MILES EAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0501'POLAND, 64 FEET SOUTHWEST OF THE JUNCTION OF A DIM ROAD LEADING
 KA0501'NORTH, 40.5 FEET SOUTHWEST OF A FENCE CORNER, 29 FEET SOUTHWEST
 KA0501'OF A 16 INCH TREE IN THE FENCE LINE, 19 FEET SOUTHEAST OF AND
 KA0501'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 6.8 FEET
 KA0501'SOUTHEAST OF A WIRE FENCE, AND 2 FEET FROM A WHITE WOODEN
 KA0501'WITNESS POST.  A STANDARD DISK, STAMPED N 69 1946 AND SET IN
 KA0501'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0266 ***********************************************************************
 ME0266  DESIGNATION -  N 7
 ME0266  PID         -  ME0266
 ME0266  STATE/COUNTY-  IN/MARSHALL
 ME0266  COUNTRY     -  US
 ME0266  USGS QUAD   -  PLYMOUTH (2019)
 ME0266
 ME0266                         *CURRENT SURVEY CONTROL
 ME0266  ______________________________________________________________________
 ME0266* NAD 83(1986) POSITION- 41 20 19.     (N) 086 18 35.     (W)   SCALED
 ME0266* NAVD 88 ORTHO HEIGHT -   240.424 (meters)      788.79  (feet) ADJUSTED
 ME0266  ______________________________________________________________________
 ME0266  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0266  DYNAMIC HEIGHT  -        240.323 (meters)      788.46  (feet) COMP
 ME0266  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 ME0266
 ME0266  VERT ORDER      -  FIRST     CLASS II
 ME0266
 ME0266.The horizontal coordinates were scaled from a map and have
 ME0266.an estimated accuracy of +/- 6 seconds.
 ME0266
 ME0266.The orthometric height was determined by differential leveling and
 ME0266.adjusted by the NATIONAL GEODETIC SURVEY
 ME0266.in April 1995.
 ME0266
 ME0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0266.GEOID18 height accuracy estimate available here.
 ME0266
 ME0266.Click photographs - Photos may exist for this station.
 ME0266
 ME0266.The dynamic height is computed by dividing the NAVD 88
 ME0266.geopotential number by the normal gravity value computed on the
 ME0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0266.degrees latitude (g = 980.6199 gals.).
 ME0266
 ME0266.The modeled gravity was interpolated from observed gravity values.
 ME0266
 ME0266;                    North         East    Units  Estimated Accuracy
 ME0266;SPC IN E     -   676,360.       46,180.      MT  (+/- 180 meters Scaled)
 ME0266
 ME0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL577765(NAD 83)
 ME0266
 ME0266                          SUPERSEDED SURVEY CONTROL
 ME0266
 ME0266  NAVD 88 (06/15/91)  240.420  (m)          788.78   (f) SUPERSEDED  1 2
 ME0266  NGVD 29 (01/19/93)  240.544  (m)          789.18   (f) ADJUSTED    1 2
 ME0266  NGVD 29 (??/??/92)  240.544  (m)          789.18   (f) SUPERSEDED  1 2
 ME0266
 ME0266.Superseded values are not recommended for survey control.
 ME0266
 ME0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0266.See file dsdata.pdf to determine how the superseded data were derived.
 ME0266
 ME0266_MARKER: DB = BENCH MARK DISK
 ME0266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0266_SP_SET: ABUTMENT
 ME0266_STAMPING: N 7 ELEV. 789.106 FT.
 ME0266_MARK LOGO: CGS
 ME0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0266+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0266
 ME0266  HISTORY     - Date     Condition        Report By
 ME0266  HISTORY     - 1916     MONUMENTED       CGS
 ME0266  HISTORY     - 1968     GOOD             CGS
 ME0266  HISTORY     - 1983     GOOD             LOCSUR
 ME0266  HISTORY     - 1987     GOOD             USPSQD
 ME0266  HISTORY     - 1990     GOOD             USPSQD
 ME0266  HISTORY     - 19920907 GOOD             NGS
 ME0266
 ME0266                          STATION DESCRIPTION
 ME0266
 ME0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0266'AT PLYMOUTH.
 ME0266'AT PLYMOUTH, ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL
 ME0266'RAILROAD FROM THE STATION, SET ON THE TOP OF THE NORTHEAST END
 ME0266'OF THE NORTHWEST STONE ABUTMENT OF THE RAILROAD OVERPASS OVER
 ME0266'SOUTH CENTER STREET, 13 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ME0266'THE WEST-BOUND TRACK, 1.7 FEET WEST OF THE EAST CORNER OF THE
 ME0266'ABUTMENT AND 4 FEET BELOW THE LEVEL OF THE TRACK.  SEC 13, T 33
 ME0266'N, R 2 E.
 ME0266
 ME0266                          STATION RECOVERY (1983)
 ME0266
 ME0266'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ME0266'RECOVERED IN GOOD CONDITION.
 ME0266
 ME0266                          STATION RECOVERY (1987)
 ME0266
 ME0266'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0266'RECOVERED IN GOOD CONDITION.
 ME0266
 ME0266                          STATION RECOVERY (1990)
 ME0266
 ME0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0266'RECOVERED IN GOOD CONDITION.
 ME0266
 ME0266                          STATION RECOVERY (1992)
 ME0266
 ME0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0266'IN PLYMOUTH, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND SOUTH
 ME0266'CENTER STREET, IN TOP OF AND 0.5 M (1.6 FT) WEST OF THE EAST CORNER
 ME0266'OF THE NORTHWEST STONE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 ME0266'STREET, 5.4 M (17.7 FT) NORTHWEST OF THE STREET CENTERLINE, 3.6 M
 ME0266'(11.8 FT) NORTHEAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE
 ME0266'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0711 ***********************************************************************
 KA0711  DESIGNATION -  N 70
 KA0711  PID         -  KA0711
 KA0711  STATE/COUNTY-  IN/PUTNAM
 KA0711  COUNTRY     -  US
 KA0711  USGS QUAD   -  REELSVILLE (2019)
 KA0711
 KA0711                         *CURRENT SURVEY CONTROL
 KA0711  ______________________________________________________________________
 KA0711* NAD 83(1986) POSITION- 39 31 29.     (N) 086 57 02.     (W)   SCALED
 KA0711* NAVD 88 ORTHO HEIGHT -   187.915 (meters)      616.52  (feet) ADJUSTED
 KA0711  ______________________________________________________________________
 KA0711  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 KA0711  DYNAMIC HEIGHT  -        187.808 (meters)      616.17  (feet) COMP
 KA0711  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 KA0711
 KA0711  VERT ORDER      -  SECOND    CLASS 0
 KA0711
 KA0711.The horizontal coordinates were scaled from a map and have
 KA0711.an estimated accuracy of +/- 6 seconds.
 KA0711
 KA0711.The orthometric height was determined by differential leveling and
 KA0711.adjusted by the NATIONAL GEODETIC SURVEY
 KA0711.in June 1991.
 KA0711
 KA0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0711.GEOID18 height accuracy estimate available here.
 KA0711
 KA0711.Click photographs - Photos may exist for this station.
 KA0711
 KA0711.The dynamic height is computed by dividing the NAVD 88
 KA0711.geopotential number by the normal gravity value computed on the
 KA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0711.degrees latitude (g = 980.6199 gals.).
 KA0711
 KA0711.The modeled gravity was interpolated from observed gravity values.
 KA0711
 KA0711;                    North         East    Units  Estimated Accuracy
 KA0711;SPC IN W     -   474,760.      911,420.      MT  (+/- 180 meters Scaled)
 KA0711
 KA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ042750(NAD 83)
 KA0711
 KA0711                          SUPERSEDED SURVEY CONTROL
 KA0711
 KA0711  NGVD 29 (??/??/92)  188.03   (m)          616.9    (f) COMPUTED    2 0
 KA0711
 KA0711.Superseded values are not recommended for survey control.
 KA0711
 KA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0711.See file dsdata.pdf to determine how the superseded data were derived.
 KA0711
 KA0711_MARKER: DB = BENCH MARK DISK
 KA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0711_STAMPING: N 70 1946
 KA0711_MARK LOGO: CGS
 KA0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0711+STABILITY: SURFACE MOTION
 KA0711
 KA0711  HISTORY     - Date     Condition        Report By
 KA0711  HISTORY     - 1946     MONUMENTED       CGS
 KA0711  HISTORY     - 1968     MARK NOT FOUND   LOCSUR
 KA0711
 KA0711                          STATION DESCRIPTION
 KA0711
 KA0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0711'3 MI SW FROM MANHATTAN.
 KA0711'ABOUT 2.95 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BIG
 KA0711'WALNUT CHURCH FROM THE MANHATTAN GROCERY STORE AT THE CROSS ROAD
 KA0711'AT MANHATTAN, AT THE BIG WALNUT CHURCH, AND T JUNCTION IN THE
 KA0711'ROADS, 0.6 MILE NORTH OF A CROSSING OF A POWER TRANSMISSION LINE,
 KA0711'49 FEET WEST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE
 KA0711'ROAD LEADING SOUTH, 6.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 KA0711'OF THE CHURCH, 21 FEET EAST OF THE CENTER OF THE CONCRETE STEPS
 KA0711'LEADING TO THE BASEMENT OF THE CHURCH.  A STANDARD DISK, STAMPED
 KA0711'N 70 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0711'INCHES ABOVE GROUND.
 KA0711
 KA0711                          STATION RECOVERY (1968)
 KA0711
 KA0711'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KA0711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0712 ***********************************************************************
 KA0712  DESIGNATION -  N 70 RESET
 KA0712  PID         -  KA0712
 KA0712  STATE/COUNTY-  IN/PUTNAM
 KA0712  COUNTRY     -  US
 KA0712  USGS QUAD   -  REELSVILLE (2019)
 KA0712
 KA0712                         *CURRENT SURVEY CONTROL
 KA0712  ______________________________________________________________________
 KA0712* NAD 83(1986) POSITION- 39 31 29.     (N) 086 57 02.     (W)   SCALED
 KA0712* NAVD 88 ORTHO HEIGHT -   187.62  (meters)      615.5   (feet) RESET
 KA0712  ______________________________________________________________________
 KA0712  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 KA0712  VERT ORDER      -  THIRD
 KA0712
 KA0712.The horizontal coordinates were scaled from a map and have
 KA0712.an estimated accuracy of +/- 6 seconds.
 KA0712
 KA0712.The orthometric height was computed from unverified reset data.
 KA0712
 KA0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0712.GEOID18 height accuracy estimate available here.
 KA0712
 KA0712.Click photographs - Photos may exist for this station.
 KA0712
 KA0712;                    North         East    Units  Estimated Accuracy
 KA0712;SPC IN W     -   474,760.      911,420.      MT  (+/- 180 meters Scaled)
 KA0712
 KA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ042750(NAD 83)
 KA0712
 KA0712                          SUPERSEDED SURVEY CONTROL
 KA0712
 KA0712  NGVD 29 (??/??/??)  187.73   (m)          615.9    (f) RESET       3  
 KA0712
 KA0712.Superseded values are not recommended for survey control.
 KA0712
 KA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0712.See file dsdata.pdf to determine how the superseded data were derived.
 KA0712
 KA0712_MARKER: DB = BENCH MARK DISK
 KA0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0712_STAMPING: N 70 RESET 1968
 KA0712_MARK LOGO: CGS
 KA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0712+STABILITY: SURFACE MOTION
 KA0712
 KA0712  HISTORY     - Date     Condition        Report By
 KA0712  HISTORY     - 1968     MONUMENTED       LOCSUR
 KA0712
 KA0712                          STATION DESCRIPTION
 KA0712
 KA0712'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KA0712'3 MI SW FROM MANHATTAN.
 KA0712'ABOUT 2.95 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BIG
 KA0712'WALNUT CHURCH FROM THE MANHATTAN GROCERY STORE AT THE CROSS ROADS
 KA0712'AT MANHATTAN, AT A T JUNCTION IN THE ROADS, ABOUT 0.6 MILE NORTH
 KA0712'OF THE CROSSING OF A POWER TRANSMISSION LINE, 35 FEET WEST OF THE
 KA0712'CENTER LINE OF THE ROAD SOUTH, 35 FEET SOUTHWEST OF THE SOUTHEAST
 KA0712'CORNER OF BIG WALNUT CHUCH, SET IN THE TOP OF A 6 IN X 6 IN X
 KA0712'4 FT CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0568 ***********************************************************************
 KA0568  DESIGNATION -  N 72
 KA0568  PID         -  KA0568
 KA0568  STATE/COUNTY-  IN/PUTNAM
 KA0568  COUNTRY     -  US
 KA0568  USGS QUAD   -  ROACHDALE (2019)
 KA0568
 KA0568                         *CURRENT SURVEY CONTROL
 KA0568  ______________________________________________________________________
 KA0568* NAD 83(1986) POSITION- 39 45 40.26   (N) 086 46 15.54   (W)   HD_HELD1
 KA0568* NAVD 88 ORTHO HEIGHT -   260.749 (meters)      855.47  (feet) ADJUSTED
 KA0568  ______________________________________________________________________
 KA0568  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 KA0568  DYNAMIC HEIGHT  -        260.603 (meters)      855.00  (feet) COMP
 KA0568  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 KA0568
 KA0568  VERT ORDER      -  SECOND    CLASS 0
 KA0568
 KA0568.The horizontal coordinates were determined by differentially corrected
 KA0568.hand held GPS observations or other comparable positioning techniques
 KA0568.and have an estimated accuracy of +/- 3 meters.
 KA0568
 KA0568.The orthometric height was determined by differential leveling and
 KA0568.adjusted by the NATIONAL GEODETIC SURVEY
 KA0568.in June 1991.
 KA0568
 KA0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0568.GEOID18 height accuracy estimate available here.
 KA0568
 KA0568.Click photographs - Photos may exist for this station.
 KA0568
 KA0568.The dynamic height is computed by dividing the NAVD 88
 KA0568.geopotential number by the normal gravity value computed on the
 KA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0568.degrees latitude (g = 980.6199 gals.).
 KA0568
 KA0568.The modeled gravity was interpolated from observed gravity values.
 KA0568
 KA0568;                    North         East    Units  Estimated Accuracy
 KA0568;SPC IN W     -   501,048.8     926,764.6     MT  (+/- 3 meters HH1 GPS) 
 KA0568
 KA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1961601276(NAD 83)
 KA0568
 KA0568                          SUPERSEDED SURVEY CONTROL
 KA0568
 KA0568  NGVD 29 (??/??/92)  260.858  (m)          855.83   (f) ADJ UNCH    2 0
 KA0568
 KA0568.Superseded values are not recommended for survey control.
 KA0568
 KA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0568.See file dsdata.pdf to determine how the superseded data were derived.
 KA0568
 KA0568_MARKER: DB = BENCH MARK DISK
 KA0568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0568_SP_SET: CULVERT HEADWALL
 KA0568_STAMPING: N 72 1946
 KA0568_MARK LOGO: CGS
 KA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0568+STABILITY: SURFACE MOTION
 KA0568
 KA0568  HISTORY     - Date     Condition        Report By
 KA0568  HISTORY     - 1946     MONUMENTED       CGS
 KA0568
 KA0568                          STATION DESCRIPTION
 KA0568
 KA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0568'2.2 MI E FROM BAINBRIDGE.
 KA0568'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0568'AT BAINBRIDGE, ABOUT 2.8 MILES WEST OF THE CROSS ROADS AT
 KA0568'GROVELAND, ABOUT 0.25 MILE WEST OF THE JUNCTION WITH A GRAVEL
 KA0568'ROAD LEADING SOUTH, 0.15 MILE WEST OF A DX GASOLINE SIGN BOARD
 KA0568'ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END
 KA0568'OF THE NORTH CONCRETE HEADWALL OF A 14-INCH CORRUGATED STEEL
 KA0568'PIPE CULVERT, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 KA0568'AND ABOUT 4 FEET LOWER THAN THE CENTER LINE.  A STANDARD DISK,
 KA0568'STAMPED N 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0801 ***********************************************************************
 KA0801  DESIGNATION -  N 73
 KA0801  PID         -  KA0801
 KA0801  STATE/COUNTY-  IN/PUTNAM
 KA0801  COUNTRY     -  US
 KA0801  USGS QUAD   -  GREENCASTLE (2019)
 KA0801
 KA0801                         *CURRENT SURVEY CONTROL
 KA0801  ______________________________________________________________________
 KA0801* NAD 83(1986) POSITION- 39 40 28.     (N) 086 52 19.     (W)   SCALED
 KA0801* NAVD 88 ORTHO HEIGHT -   250.444 (meters)      821.67  (feet) ADJUSTED
 KA0801  ______________________________________________________________________
 KA0801  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 KA0801  DYNAMIC HEIGHT  -        250.303 (meters)      821.20  (feet) COMP
 KA0801  MODELED GRAVITY -    980,056.6   (mgal)                       NAVD 88
 KA0801
 KA0801  VERT ORDER      -  SECOND    CLASS 0
 KA0801
 KA0801.The horizontal coordinates were scaled from a map and have
 KA0801.an estimated accuracy of +/- 6 seconds.
 KA0801
 KA0801.The orthometric height was determined by differential leveling and
 KA0801.adjusted by the NATIONAL GEODETIC SURVEY
 KA0801.in June 1991.
 KA0801
 KA0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0801.GEOID18 height accuracy estimate available here.
 KA0801
 KA0801.Click photographs - Photos may exist for this station.
 KA0801
 KA0801.The dynamic height is computed by dividing the NAVD 88
 KA0801.geopotential number by the normal gravity value computed on the
 KA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0801.degrees latitude (g = 980.6199 gals.).
 KA0801
 KA0801.The modeled gravity was interpolated from observed gravity values.
 KA0801
 KA0801;                    North         East    Units  Estimated Accuracy
 KA0801;SPC IN W     -   491,390.      918,140.      MT  (+/- 180 meters Scaled)
 KA0801
 KA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ109916(NAD 83)
 KA0801
 KA0801                          SUPERSEDED SURVEY CONTROL
 KA0801
 KA0801  NGVD 29 (??/??/92)  250.557  (m)          822.04   (f) ADJ UNCH    2 0
 KA0801
 KA0801.Superseded values are not recommended for survey control.
 KA0801
 KA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0801.See file dsdata.pdf to determine how the superseded data were derived.
 KA0801
 KA0801_MARKER: DB = BENCH MARK DISK
 KA0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0801_SP_SET: CULVERT HEADWALL
 KA0801_STAMPING: N 73 1946
 KA0801_MARK LOGO: CGS
 KA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0801+STABILITY: SURFACE MOTION
 KA0801
 KA0801  HISTORY     - Date     Condition        Report By
 KA0801  HISTORY     - 1946     MONUMENTED       CGS
 KA0801
 KA0801                          STATION DESCRIPTION
 KA0801
 KA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0801'2.2 MI N FROM GREENCASTLE.
 KA0801'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE COUNTY
 KA0801'COURT HOUSE AT GREENCASTLE, ABOUT 2.6 MILES SOUTH OF THE CHURCH
 KA0801'AT BRICK CHAPEL, 170 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 KA0801'ROAD LEADING WEST FROM THE HIGHWAY, 21 FEET WEST OF THE CENTER
 KA0801'LINE OF THE HIGHWAY, ABOUT 10 FEET NORTHEAST OF THE EXTENDED
 KA0801'CENTER LINE OF A GRAVEL ROAD LEADING SOUTHEAST FROM THE HIGHWAY,
 KA0801'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 KA0801'CONCRETE CULVERT, 0.5 FOOT NORTH OF THE SOUTH END OF THE HEADWALL
 KA0801'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N
 KA0801'73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0764 ***********************************************************************
 KA0764  DESIGNATION -  N 74
 KA0764  PID         -  KA0764
 KA0764  STATE/COUNTY-  IN/MONTGOMERY
 KA0764  COUNTRY     -  US
 KA0764  USGS QUAD   -  LADOGA (2019)
 KA0764
 KA0764                         *CURRENT SURVEY CONTROL
 KA0764  ______________________________________________________________________
 KA0764* NAD 83(1986) POSITION- 39 54 46.     (N) 086 51 08.     (W)   SCALED
 KA0764* NAVD 88 ORTHO HEIGHT -   252.151 (meters)      827.27  (feet) ADJUSTED
 KA0764  ______________________________________________________________________
 KA0764  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 KA0764  DYNAMIC HEIGHT  -        252.013 (meters)      826.81  (feet) COMP
 KA0764  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 KA0764
 KA0764  VERT ORDER      -  SECOND    CLASS 0
 KA0764
 KA0764.The horizontal coordinates were scaled from a map and have
 KA0764.an estimated accuracy of +/- 6 seconds.
 KA0764
 KA0764.The orthometric height was determined by differential leveling and
 KA0764.adjusted by the NATIONAL GEODETIC SURVEY
 KA0764.in June 1991.
 KA0764
 KA0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0764.GEOID18 height accuracy estimate available here.
 KA0764
 KA0764.Click photographs - Photos may exist for this station.
 KA0764
 KA0764.The dynamic height is computed by dividing the NAVD 88
 KA0764.geopotential number by the normal gravity value computed on the
 KA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0764.degrees latitude (g = 980.6199 gals.).
 KA0764
 KA0764.The modeled gravity was interpolated from observed gravity values.
 KA0764
 KA0764;                    North         East    Units  Estimated Accuracy
 KA0764;SPC IN W     -   517,860.      919,760.      MT  (+/- 180 meters Scaled)
 KA0764
 KA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK126180(NAD 83)
 KA0764
 KA0764                          SUPERSEDED SURVEY CONTROL
 KA0764
 KA0764  NGVD 29 (??/??/92)  252.249  (m)          827.59   (f) ADJ UNCH    2 0
 KA0764
 KA0764.Superseded values are not recommended for survey control.
 KA0764
 KA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0764.See file dsdata.pdf to determine how the superseded data were derived.
 KA0764
 KA0764_MARKER: DB = BENCH MARK DISK
 KA0764_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0764_SP_SET: BOX CULVERT HEADWALL
 KA0764_STAMPING: N 74 1946
 KA0764_MARK LOGO: CGS
 KA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0764+STABILITY: SURFACE MOTION
 KA0764
 KA0764  HISTORY     - Date     Condition        Report By
 KA0764  HISTORY     - 1946     MONUMENTED       CGS
 KA0764
 KA0764                          STATION DESCRIPTION
 KA0764
 KA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0764'2.8 MI W FROM LADOGA.
 KA0764'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0764'AT LADOGA, ABOUT 270 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 KA0764'SOUTHEAST CORNER OF AN IMMITATION BRICK FARM HOUSE, 22 FEET SOUTH
 KA0764'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE EAST END OF THE SOUTH
 KA0764'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT RUNNING NORTHEAST AND
 KA0764'SOUTHWEST DIAGONALLY UNDER THE HIGHWAY, 0.6 FOOT WEST OF THE EAST
 KA0764'END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0764'DISK, STAMPED N 74 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0588 ***********************************************************************
 KA0588  DESIGNATION -  N 75
 KA0588  PID         -  KA0588
 KA0588  STATE/COUNTY-  IN/PUTNAM
 KA0588  COUNTRY     -  US
 KA0588  USGS QUAD   -  NORTH SALEM (2019)
 KA0588
 KA0588                         *CURRENT SURVEY CONTROL
 KA0588  ______________________________________________________________________
 KA0588* NAD 83(1986) POSITION- 39 50 56.     (N) 086 43 44.     (W)   SCALED
 KA0588* NAVD 88 ORTHO HEIGHT -   273.548 (meters)      897.47  (feet) ADJUSTED
 KA0588  ______________________________________________________________________
 KA0588  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 KA0588  DYNAMIC HEIGHT  -        273.399 (meters)      896.98  (feet) COMP
 KA0588  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 KA0588
 KA0588  VERT ORDER      -  SECOND    CLASS 0
 KA0588
 KA0588.The horizontal coordinates were scaled from a map and have
 KA0588.an estimated accuracy of +/- 6 seconds.
 KA0588
 KA0588.The orthometric height was determined by differential leveling and
 KA0588.adjusted by the NATIONAL GEODETIC SURVEY
 KA0588.in June 1991.
 KA0588
 KA0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0588.GEOID18 height accuracy estimate available here.
 KA0588
 KA0588.Click photographs - Photos may exist for this station.
 KA0588
 KA0588.The dynamic height is computed by dividing the NAVD 88
 KA0588.geopotential number by the normal gravity value computed on the
 KA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0588.degrees latitude (g = 980.6199 gals.).
 KA0588
 KA0588.The modeled gravity was interpolated from observed gravity values.
 KA0588
 KA0588;                    North         East    Units  Estimated Accuracy
 KA0588;SPC IN W     -   510,800.      930,330.      MT  (+/- 180 meters Scaled)
 KA0588
 KA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK231110(NAD 83)
 KA0588
 KA0588                          SUPERSEDED SURVEY CONTROL
 KA0588
 KA0588  NGVD 29 (??/??/92)  273.656  (m)          897.82   (f) ADJ UNCH    2 0
 KA0588
 KA0588.Superseded values are not recommended for survey control.
 KA0588
 KA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0588.See file dsdata.pdf to determine how the superseded data were derived.
 KA0588
 KA0588_STAMPING: N 75 1946
 KA0588
 KA0588  HISTORY     - Date     Condition        Report By
 KA0588  HISTORY     - 1946     MONUMENTED       CGS
 KA0588  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0588
 KA0588                          STATION DESCRIPTION
 KA0588
 KA0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0588'1.4 MI W FROM BARNARD.
 KA0588'ABOUT 1.4 MILE WEST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0588'BUILDING AT BARNARD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A
 KA0588'GRAVEL ROAD LEADING SOUTH, SET IN THE TOP OF THE EAST END OF THE
 KA0588'NORTH CONCRETE HEADWALL OF A 14-INCH CORRUGATED STEEL PIPE CULVERT
 KA0588'NUMBER 121, 41 FEET NORTH AND ACROSS THE HIGHWAY FROM A 48-INCH
 KA0588'TWIN-TRUNKED ELM TREE ON THE SOUTH RIGHT-OF-WAY, 18 FEET NORTH
 KA0588'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT WEST OF THE EAST
 KA0588'END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0588'DISK, STAMPED N 75 1946.
 KA0588
 KA0588                          STATION RECOVERY (2017)
 KA0588
 KA0588'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0588'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0033 ***********************************************************************
 KA0033  DESIGNATION -  N 76
 KA0033  PID         -  KA0033
 KA0033  STATE/COUNTY-  IN/MORGAN
 KA0033  COUNTRY     -  US
 KA0033  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0033
 KA0033                         *CURRENT SURVEY CONTROL
 KA0033  ______________________________________________________________________
 KA0033* NAD 83(1986) POSITION- 39 33 19.     (N) 086 28 11.     (W)   SCALED
 KA0033* NAVD 88 ORTHO HEIGHT -   248.529 (meters)      815.38  (feet) ADJUSTED
 KA0033  ______________________________________________________________________
 KA0033  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 KA0033  DYNAMIC HEIGHT  -        248.391 (meters)      814.93  (feet) COMP
 KA0033  MODELED GRAVITY -    980,064.7   (mgal)                       NAVD 88
 KA0033
 KA0033  VERT ORDER      -  SECOND    CLASS 0
 KA0033
 KA0033.The horizontal coordinates were scaled from a map and have
 KA0033.an estimated accuracy of +/- 6 seconds.
 KA0033
 KA0033.The orthometric height was determined by differential leveling and
 KA0033.adjusted by the NATIONAL GEODETIC SURVEY
 KA0033.in June 1991.
 KA0033
 KA0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0033.GEOID18 height accuracy estimate available here.
 KA0033
 KA0033.Click photographs - Photos may exist for this station.
 KA0033
 KA0033.The dynamic height is computed by dividing the NAVD 88
 KA0033.geopotential number by the normal gravity value computed on the
 KA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0033.degrees latitude (g = 980.6199 gals.).
 KA0033
 KA0033.The modeled gravity was interpolated from observed gravity values.
 KA0033
 KA0033;                    North         East    Units  Estimated Accuracy
 KA0033;SPC IN W     -   478,320.      952,740.      MT  (+/- 180 meters Scaled)
 KA0033
 KA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ455785(NAD 83)
 KA0033
 KA0033                          SUPERSEDED SURVEY CONTROL
 KA0033
 KA0033  NGVD 29 (??/??/92)  248.647  (m)          815.77   (f) ADJ UNCH    2 0
 KA0033
 KA0033.Superseded values are not recommended for survey control.
 KA0033
 KA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0033.See file dsdata.pdf to determine how the superseded data were derived.
 KA0033
 KA0033_MARKER: DB = BENCH MARK DISK
 KA0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0033_STAMPING: N 76 1946
 KA0033_MARK LOGO: CGS
 KA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0033+STABILITY: SURFACE MOTION
 KA0033
 KA0033  HISTORY     - Date     Condition        Report By
 KA0033  HISTORY     - 1946     MONUMENTED       CGS
 KA0033  HISTORY     - 1973     GOOD             NGS
 KA0033
 KA0033                          STATION DESCRIPTION
 KA0033
 KA0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0033'1.8 MI S FROM MONROVIA.
 KA0033'ABOUT 1.85 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE HIGH
 KA0033'SCHOOL BUILDING AT MONROVIA, 174 FEET WEST OF THE SOUTHWEST
 KA0033'CORNER OF THE C.W. CAMPBELL FARM HOUSE, 32 FEET EAST OF THE
 KA0033'CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE
 KA0033'OF THE DRIVEWAY TO THE HOUSE, 13 FEET EAST OF THE NORTH GATE POST
 KA0033'AT THE ENTRANCE TO THE YARD, 1 FOOT SOUTH OF A WHITE WOODEN
 KA0033'WITNESS POST AND ABOUT 2 1/2 FEET HIGHER THAN HIGHWAY LEVEL.
 KA0033'A STANDARD DISK, STAMPED N 76 1946 AND SET IN THE TOP OF A
 KA0033'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0033
 KA0033                          STATION RECOVERY (1973)
 KA0033
 KA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0224 ***********************************************************************
 KA0224  DESIGNATION -  N 77
 KA0224  PID         -  KA0224
 KA0224  STATE/COUNTY-  IN/HENDRICKS
 KA0224  COUNTRY     -  US
 KA0224  USGS QUAD   -  BROWNSBURG (2019)
 KA0224
 KA0224                         *CURRENT SURVEY CONTROL
 KA0224  ______________________________________________________________________
 KA0224* NAD 83(1986) POSITION- 39 51 35.68   (N) 086 23 32.67   (W)   HD_HELD1
 KA0224* NAVD 88 ORTHO HEIGHT -   266.470 (meters)      874.24  (feet) ADJUSTED
 KA0224  ______________________________________________________________________
 KA0224  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 KA0224  DYNAMIC HEIGHT  -        266.324 (meters)      873.76  (feet) COMP
 KA0224  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 KA0224
 KA0224  VERT ORDER      -  SECOND    CLASS 0
 KA0224
 KA0224.The horizontal coordinates were determined by differentially corrected
 KA0224.hand held GPS observations or other comparable positioning techniques
 KA0224.and have an estimated accuracy of +/- 3 meters.
 KA0224
 KA0224.The orthometric height was determined by differential leveling and
 KA0224.adjusted by the NATIONAL GEODETIC SURVEY
 KA0224.in June 1991.
 KA0224
 KA0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0224.GEOID18 height accuracy estimate available here.
 KA0224
 KA0224.Click photographs - Photos may exist for this station.
 KA0224
 KA0224.The dynamic height is computed by dividing the NAVD 88
 KA0224.geopotential number by the normal gravity value computed on the
 KA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0224.degrees latitude (g = 980.6199 gals.).
 KA0224
 KA0224.The modeled gravity was interpolated from observed gravity values.
 KA0224
 KA0224;                    North         East    Units  Estimated Accuracy
 KA0224;SPC IN W     -   512,192.1     959,119.4     MT  (+/- 3 meters HH1 GPS) 
 KA0224
 KA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5196912385(NAD 83)
 KA0224
 KA0224                          SUPERSEDED SURVEY CONTROL
 KA0224
 KA0224  NGVD 29 (??/??/92)  266.579  (m)          874.60   (f) ADJ UNCH    2 0
 KA0224
 KA0224.Superseded values are not recommended for survey control.
 KA0224
 KA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0224.See file dsdata.pdf to determine how the superseded data were derived.
 KA0224
 KA0224_MARKER: DD = SURVEY DISK
 KA0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0224_SP_SET: BOX CULVERT
 KA0224_STAMPING: N 77 1946
 KA0224_MARK LOGO: INHD
 KA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0224+STABILITY: SURFACE MOTION
 KA0224
 KA0224  HISTORY     - Date     Condition        Report By
 KA0224  HISTORY     - 1946     MONUMENTED       INHD
 KA0224  HISTORY     - 1946     GOOD             CGS
 KA0224
 KA0224                          STATION DESCRIPTION
 KA0224
 KA0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0224'1 MI N FROM BROWNSBURG.
 KA0224'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 267 FROM THE PEORIA
 KA0224'AND EASTERN RAILWAY STATION AT BROWNSBURG, IN THE TOP OF THE
 KA0224'NORTH END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT,
 KA0224'26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2
 KA0224'FEET LOWER THAN HIGHWAY LEVEL.  AN INDIANA STATE HIGHWAY
 KA0224'COMMISSION STANDARD DISK, STAMPED N 77 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0087 ***********************************************************************
 KA0087  DESIGNATION -  N 78
 KA0087  PID         -  KA0087
 KA0087  STATE/COUNTY-  IN/BOONE
 KA0087  COUNTRY     -  US
 KA0087  USGS QUAD   -  ZIONSVILLE (2019)
 KA0087
 KA0087                         *CURRENT SURVEY CONTROL
 KA0087  ______________________________________________________________________
 KA0087* NAD 83(1986) POSITION- 39 59 54.00   (N) 086 15 53.09   (W)   HD_HELD1
 KA0087* NAVD 88 ORTHO HEIGHT -   274.566 (meters)      900.81  (feet) ADJUSTED
 KA0087  ______________________________________________________________________
 KA0087  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 KA0087  DYNAMIC HEIGHT  -        274.414 (meters)      900.31  (feet) COMP
 KA0087  MODELED GRAVITY -    980,066.1   (mgal)                       NAVD 88
 KA0087
 KA0087  VERT ORDER      -  SECOND    CLASS 0
 KA0087
 KA0087.The horizontal coordinates were determined by differentially corrected
 KA0087.hand held GPS observations or other comparable positioning techniques
 KA0087.and have an estimated accuracy of +/- 3 meters.
 KA0087
 KA0087.The orthometric height was determined by differential leveling and
 KA0087.adjusted by the NATIONAL GEODETIC SURVEY
 KA0087.in June 1991.
 KA0087
 KA0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0087.GEOID18 height accuracy estimate available here.
 KA0087
 KA0087.Click photographs - Photos may exist for this station.
 KA0087
 KA0087.The dynamic height is computed by dividing the NAVD 88
 KA0087.geopotential number by the normal gravity value computed on the
 KA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0087.degrees latitude (g = 980.6199 gals.).
 KA0087
 KA0087.The modeled gravity was interpolated from observed gravity values.
 KA0087
 KA0087;                    North         East    Units  Estimated Accuracy
 KA0087;SPC IN W     -   527,653.6     969,902.0     MT  (+/- 3 meters HH1 GPS) 
 KA0087
 KA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6276227831(NAD 83)
 KA0087
 KA0087                          SUPERSEDED SURVEY CONTROL
 KA0087
 KA0087  NGVD 29 (??/??/92)  274.677  (m)          901.17   (f) ADJ UNCH    2 0
 KA0087
 KA0087.Superseded values are not recommended for survey control.
 KA0087
 KA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0087.See file dsdata.pdf to determine how the superseded data were derived.
 KA0087
 KA0087_MARKER: DB = BENCH MARK DISK
 KA0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0087_STAMPING: N 78 1946
 KA0087_MARK LOGO: CGS
 KA0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0087+STABILITY: SURFACE MOTION
 KA0087
 KA0087  HISTORY     - Date     Condition        Report By
 KA0087  HISTORY     - 1946     MONUMENTED       CGS
 KA0087  HISTORY     - 1981     GOOD             LOCSUR
 KA0087  HISTORY     - 19880802 GOOD             LOCENG
 KA0087
 KA0087                          STATION DESCRIPTION
 KA0087
 KA0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0087'3.2 MI NW FROM EAGLE VILLAGE.
 KA0087'ALONG STATE HIGHWAY 29 ABOUT 3.2 MILES NORTHWEST OF THE INTERSECTION
 KA0087'WITH STATE HIGHWAY 334 NEAR EAGLE VILLAGE, AT A GRAVEL CROSS
 KA0087'ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29
 KA0087'FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 4 FEET SOUTHEAST
 KA0087'OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE, 1.7 FEET NORTH
 KA0087'OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET BELOW THE
 KA0087'LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 78 1946 AND
 KA0087'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ABOUT 3.65
 KA0087'MILES SOUTHEAST OF THE CROSSING OF THE CENTRAL INDIANA RAILROAD
 KA0087'AT ROSSTON.
 KA0087
 KA0087                          STATION RECOVERY (1981)
 KA0087
 KA0087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KA0087'RECOVERED IN GOOD CONDITION.
 KA0087
 KA0087                          STATION RECOVERY (1988)
 KA0087
 KA0087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0218 ***********************************************************************
 KA0218  DESIGNATION -  N 79
 KA0218  PID         -  KA0218
 KA0218  STATE/COUNTY-  IN/MARION
 KA0218  COUNTRY     -  US
 KA0218  USGS QUAD   -  CARMEL (2019)
 KA0218
 KA0218                         *CURRENT SURVEY CONTROL
 KA0218  ______________________________________________________________________
 KA0218* NAD 83(1986) POSITION- 39 55 36.     (N) 086 08 11.     (W)   SCALED
 KA0218* NAVD 88 ORTHO HEIGHT -   243.397 (meters)      798.55  (feet) ADJUSTED
 KA0218  ______________________________________________________________________
 KA0218  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 KA0218  DYNAMIC HEIGHT  -        243.263 (meters)      798.11  (feet) COMP
 KA0218  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 KA0218
 KA0218  VERT ORDER      -  SECOND    CLASS 0
 KA0218
 KA0218.The horizontal coordinates were scaled from a map and have
 KA0218.an estimated accuracy of +/- 6 seconds.
 KA0218
 KA0218.The orthometric height was determined by differential leveling and
 KA0218.adjusted by the NATIONAL GEODETIC SURVEY
 KA0218.in June 1991.
 KA0218
 KA0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0218.GEOID18 height accuracy estimate available here.
 KA0218
 KA0218.Click photographs - Photos may exist for this station.
 KA0218
 KA0218.The dynamic height is computed by dividing the NAVD 88
 KA0218.geopotential number by the normal gravity value computed on the
 KA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0218.degrees latitude (g = 980.6199 gals.).
 KA0218
 KA0218.The modeled gravity was interpolated from observed gravity values.
 KA0218
 KA0218;                    North         East    Units  Estimated Accuracy
 KA0218;SPC IN E     -   519,480.       59,850.      MT  (+/- 180 meters Scaled)
 KA0218
 KA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK737199(NAD 83)
 KA0218
 KA0218                          SUPERSEDED SURVEY CONTROL
 KA0218
 KA0218  NGVD 29 (??/??/92)  243.517  (m)          798.94   (f) ADJ UNCH    2 0
 KA0218
 KA0218.Superseded values are not recommended for survey control.
 KA0218
 KA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0218.See file dsdata.pdf to determine how the superseded data were derived.
 KA0218
 KA0218_MARKER: DB = BENCH MARK DISK
 KA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0218_STAMPING: N 79 1946
 KA0218_MARK LOGO: CGS
 KA0218_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0218+STABILITY: SURFACE MOTION
 KA0218
 KA0218  HISTORY     - Date     Condition        Report By
 KA0218  HISTORY     - 1946     MONUMENTED       CGS
 KA0218  HISTORY     - 1947     GOOD             CGS
 KA0218  HISTORY     - 1976     GOOD             LOCSUR
 KA0218  HISTORY     - 1990     GOOD             USPSQD
 KA0218  HISTORY     - 20150709 MARK NOT FOUND   PICI
 KA0218
 KA0218                          STATION DESCRIPTION
 KA0218
 KA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0218'3.5 MI S FROM CARMEL.
 KA0218'ABOUT 3.5 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0218'LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, AT THE CROSSING
 KA0218'OF THE HAMILTON-MARION COUNTY LINE ROAD, 24.5 FEET WEST OF THE
 KA0218'WEST RAIL OF THE TRACK, 25 FEET SOUTH OF THE CENTER LINE OF
 KA0218'THE ROAD, 1.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.5
 KA0218'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 5 FEET
 KA0218'LOWER THAN THE CROSSING.  A STANDARD DISK STAMPED N 79 1946
 KA0218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0218'GROUND.
 KA0218
 KA0218                          STATION RECOVERY (1947)
 KA0218
 KA0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 KA0218'RECOVERED IN GOOD CONDITION.
 KA0218
 KA0218                          STATION RECOVERY (1976)
 KA0218
 KA0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0218'RECOVERED IN GOOD CONDITION.
 KA0218
 KA0218                          STATION RECOVERY (1990)
 KA0218
 KA0218'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRP)
 KA0218'RECOVERED IN GOOD CONDITION.
 KA0218
 KA0218                          STATION RECOVERY (2015)
 KA0218
 KA0218'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2015 (JF)
 KA0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1061 ***********************************************************************
 MD1061  DESIGNATION -  N 8
 MD1061  PID         -  MD1061
 MD1061  STATE/COUNTY-  IN/KOSCIUSKO
 MD1061  COUNTRY     -  US
 MD1061  USGS QUAD   -  MILFORD (2019)
 MD1061
 MD1061                         *CURRENT SURVEY CONTROL
 MD1061  ______________________________________________________________________
 MD1061* NAD 83(1986) POSITION- 41 24 41.     (N) 085 50 42.     (W)   SCALED
 MD1061* NAVD 88 ORTHO HEIGHT -   254.254 (meters)      834.17  (feet) ADJUSTED
 MD1061  ______________________________________________________________________
 MD1061  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 MD1061  DYNAMIC HEIGHT  -        254.155 (meters)      833.84  (feet) COMP
 MD1061  MODELED GRAVITY -    980,227.7   (mgal)                       NAVD 88
 MD1061
 MD1061  VERT ORDER      -  FIRST     CLASS II
 MD1061
 MD1061.The horizontal coordinates were scaled from a map and have
 MD1061.an estimated accuracy of +/- 6 seconds.
 MD1061
 MD1061.The orthometric height was determined by differential leveling and
 MD1061.adjusted by the NATIONAL GEODETIC SURVEY
 MD1061.in June 1991.
 MD1061
 MD1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1061.GEOID18 height accuracy estimate available here.
 MD1061
 MD1061.Click photographs - Photos may exist for this station.
 MD1061
 MD1061.The dynamic height is computed by dividing the NAVD 88
 MD1061.geopotential number by the normal gravity value computed on the
 MD1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1061.degrees latitude (g = 980.6199 gals.).
 MD1061
 MD1061.The modeled gravity was interpolated from observed gravity values.
 MD1061
 MD1061;                    North         East    Units  Estimated Accuracy
 MD1061;SPC IN E     -   684,260.       85,090.      MT  (+/- 180 meters Scaled)
 MD1061
 MD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965850(NAD 83)
 MD1061
 MD1061                          SUPERSEDED SURVEY CONTROL
 MD1061
 MD1061  NGVD 29 (??/??/92)  254.390  (m)          834.61   (f) ADJ UNCH    1 2
 MD1061
 MD1061.Superseded values are not recommended for survey control.
 MD1061
 MD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1061.See file dsdata.pdf to determine how the superseded data were derived.
 MD1061
 MD1061_MARKER: DB = BENCH MARK DISK
 MD1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1061_STAMPING: N 8 ELEV 834.611 FT
 MD1061_MARK LOGO: CGS
 MD1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1061+STABILITY: SURFACE MOTION
 MD1061
 MD1061  HISTORY     - Date     Condition        Report By
 MD1061  HISTORY     - 1916     MONUMENTED       CGS
 MD1061  HISTORY     - 1946     GOOD             CGS
 MD1061  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1061
 MD1061                          STATION DESCRIPTION
 MD1061
 MD1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1061'AT MILFORD.
 MD1061'AT MILFORD, ALONG THE NEW YORK CENTRAL RAILROAD, 67.5 FEET
 MD1061'SOUTHEAST OF POLE NO. 67/24, 68 FEET SOUTHEAST OF THE SOUTHEAST
 MD1061'CORNER OF THE STATION, 66.5 FEET EAST OF THE EAST RAIL OF THE
 MD1061'MAIN TRACK, 34 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 MD1061'STREET, 0.4 FOOT NORTH OF THE NORTH EDGE OF THE SIDE WALK, ABOUT
 MD1061'2 INCHES BELOW THE SIDE WALK, 1 FOOT SOUTH OF A WHITE WOODEN
 MD1061'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1061'3 INCHES.
 MD1061
 MD1061                          STATION RECOVERY (1993)
 MD1061
 MD1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1061'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0722 ***********************************************************************
 KA0722  DESIGNATION -  N 80
 KA0722  PID         -  KA0722
 KA0722  STATE/COUNTY-  IN/BOONE
 KA0722  COUNTRY     -  US
 KA0722  USGS QUAD   -  LIZTON (2019)
 KA0722
 KA0722                         *CURRENT SURVEY CONTROL
 KA0722  ______________________________________________________________________
 KA0722* NAD 83(1986) POSITION- 39 56 28.7    (N) 086 31 29.3    (W)   HD_HELD2
 KA0722* NAVD 88 ORTHO HEIGHT -   289.667 (meters)      950.35  (feet) ADJUSTED
 KA0722  ______________________________________________________________________
 KA0722  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 KA0722  DYNAMIC HEIGHT  -        289.508 (meters)      949.83  (feet) COMP
 KA0722  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0722
 KA0722  VERT ORDER      -  SECOND    CLASS 0
 KA0722
 KA0722.The horizontal coordinates were established by autonomous hand held GPS
 KA0722.observations and have an estimated accuracy of +/- 10 meters.
 KA0722
 KA0722.The orthometric height was determined by differential leveling and
 KA0722.adjusted by the NATIONAL GEODETIC SURVEY
 KA0722.in June 1991.
 KA0722
 KA0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0722.GEOID18 height accuracy estimate available here.
 KA0722
 KA0722.Click photographs - Photos may exist for this station.
 KA0722
 KA0722.The dynamic height is computed by dividing the NAVD 88
 KA0722.geopotential number by the normal gravity value computed on the
 KA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0722.degrees latitude (g = 980.6199 gals.).
 KA0722
 KA0722.The modeled gravity was interpolated from observed gravity values.
 KA0722
 KA0722;                    North         East    Units  Estimated Accuracy
 KA0722;SPC IN W     -   521,150.      947,734.      MT  (+/- 10 meters HH2 GPS)
 KA0722
 KA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4059721350(NAD 83)
 KA0722
 KA0722                          SUPERSEDED SURVEY CONTROL
 KA0722
 KA0722  NGVD 29 (??/??/92)  289.769  (m)          950.68   (f) ADJ UNCH    2 0
 KA0722
 KA0722.Superseded values are not recommended for survey control.
 KA0722
 KA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0722.See file dsdata.pdf to determine how the superseded data were derived.
 KA0722
 KA0722_MARKER: DB = BENCH MARK DISK
 KA0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0722_SP_SET: CULVERT HEADWALL
 KA0722_STAMPING: N 80 1946
 KA0722_MARK LOGO: CGS
 KA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0722+STABILITY: SURFACE MOTION
 KA0722
 KA0722  HISTORY     - Date     Condition        Report By
 KA0722  HISTORY     - 1946     MONUMENTED       CGS
 KA0722  HISTORY     - 20110713 GOOD             GEOCAC
 KA0722
 KA0722                          STATION DESCRIPTION
 KA0722
 KA0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0722'0.2 MI S FROM NEW BRUNSWICK.
 KA0722'ALONG STATE HIGHWAY 39 ABOUT 0.25 MILE SOUTH OF THE CROSS ROADS AT
 KA0722'NEW BRUNSWICK, AT THE INTERSECTION WITH A NORTH SOUTH ROAD, SET
 KA0722'IN THE CENTER OF THE TOP OF THE SOUTHEAST HEADWALL OF A 6-FOOT
 KA0722'CONCRETE CULVERT UNDER THE INTERSECTION, 23 FEET SOUTHEAST OF THE
 KA0722'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE LEVEL
 KA0722'OF THE INTERSECTION.  A STANDARD DISK, STAMPED N 80 1946.
 KA0722
 KA0722                          STATION RECOVERY (2011)
 KA0722
 KA0722'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1231 ***********************************************************************
 KA1231  DESIGNATION -  N 81
 KA1231  PID         -  KA1231
 KA1231  STATE/COUNTY-  IN/VIGO
 KA1231  COUNTRY     -  US
 KA1231  USGS QUAD   -  SEELYVILLE (2019)
 KA1231
 KA1231                         *CURRENT SURVEY CONTROL
 KA1231  ______________________________________________________________________
 KA1231* NAD 83(1986) POSITION- 39 23 47.     (N) 087 21 06.     (W)   SCALED
 KA1231* NAVD 88 ORTHO HEIGHT -   154.698 (meters)      507.54  (feet) ADJUSTED
 KA1231  ______________________________________________________________________
 KA1231  GEOID HEIGHT    -        -32.690 (meters)                     GEOID18
 KA1231  DYNAMIC HEIGHT  -        154.609 (meters)      507.25  (feet) COMP
 KA1231  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 KA1231
 KA1231  VERT ORDER      -  FIRST     CLASS II
 KA1231
 KA1231.The horizontal coordinates were scaled from a map and have
 KA1231.an estimated accuracy of +/- 6 seconds.
 KA1231
 KA1231.The orthometric height was determined by differential leveling and
 KA1231.adjusted by the NATIONAL GEODETIC SURVEY
 KA1231.in June 1991.
 KA1231
 KA1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1231.GEOID18 height accuracy estimate available here.
 KA1231
 KA1231.Click photographs - Photos may exist for this station.
 KA1231
 KA1231.The dynamic height is computed by dividing the NAVD 88
 KA1231.geopotential number by the normal gravity value computed on the
 KA1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1231.degrees latitude (g = 980.6199 gals.).
 KA1231
 KA1231.The modeled gravity was interpolated from observed gravity values.
 KA1231
 KA1231;                    North         East    Units  Estimated Accuracy
 KA1231;SPC IN W     -   460,540.      876,890.      MT  (+/- 180 meters Scaled)
 KA1231
 KA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ697608(NAD 83)
 KA1231
 KA1231                          SUPERSEDED SURVEY CONTROL
 KA1231
 KA1231  NGVD 29 (??/??/92)  154.807  (m)          507.90   (f) ADJ UNCH    1 2
 KA1231
 KA1231.Superseded values are not recommended for survey control.
 KA1231
 KA1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1231.See file dsdata.pdf to determine how the superseded data were derived.
 KA1231
 KA1231_MARKER: DB = BENCH MARK DISK
 KA1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1231_STAMPING: N 81 1946
 KA1231_MARK LOGO: CGS
 KA1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1231+STABILITY: SURFACE MOTION
 KA1231
 KA1231  HISTORY     - Date     Condition        Report By
 KA1231  HISTORY     - 1946     MONUMENTED       CGS
 KA1231  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1231
 KA1231                          STATION DESCRIPTION
 KA1231
 KA1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1231'3.4 MI W FROM RILEY.
 KA1231'ABOUT 3.35 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1231'THE POST OFFICE AT RILEY, AT A ROAD CROSSING, ABOUT 80 YARDS
 KA1231'NORTH OF THE COVERED BRIDGE OVER HONEY CREEK, 46 FEET SOUTH OF
 KA1231'AND ABOUT 5 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 41
 KA1231'FEET WEST OF THE CENTER LINE OF THE ROAD, 17.5 FEET WEST OF A
 KA1231'CONCRETE CORNER FENCE POST, 3.5 FEET NORTH OF A WIRE FENCE, AND
 KA1231'2 FEET FROM A WHITE WOODEN WITNESS POST.  THIS MARK MAY BE
 KA1231'REACHED FROM THE TOWER AT SPRING HILL BY GOING 2.0 MILES EAST
 KA1231'ALONG THE NEW YORK CENTRAL RAILROAD.  A STANDARD DISK, STAMPED
 KA1231'N 81 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1231'INCHES ABOVE GROUND.
 KA1231
 KA1231                          STATION RECOVERY (1985)
 KA1231
 KA1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1204 ***********************************************************************
 KA1204  DESIGNATION -  N 82
 KA1204  PID         -  KA1204
 KA1204  STATE/COUNTY-  IN/CLAY
 KA1204  COUNTRY     -  US
 KA1204  USGS QUAD   -  CLAY CITY (2019)
 KA1204
 KA1204                         *CURRENT SURVEY CONTROL
 KA1204  ______________________________________________________________________
 KA1204* NAD 83(1986) POSITION- 39 15 47.     (N) 087 05 32.     (W)   SCALED
 KA1204* NAVD 88 ORTHO HEIGHT -   180.540 (meters)      592.32  (feet) ADJUSTED
 KA1204  ______________________________________________________________________
 KA1204  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 KA1204  DYNAMIC HEIGHT  -        180.435 (meters)      591.98  (feet) COMP
 KA1204  MODELED GRAVITY -    980,040.7   (mgal)                       NAVD 88
 KA1204
 KA1204  VERT ORDER      -  FIRST     CLASS II
 KA1204
 KA1204.The horizontal coordinates were scaled from a map and have
 KA1204.an estimated accuracy of +/- 6 seconds.
 KA1204
 KA1204.The orthometric height was determined by differential leveling and
 KA1204.adjusted by the NATIONAL GEODETIC SURVEY
 KA1204.in June 1991.
 KA1204
 KA1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1204.GEOID18 height accuracy estimate available here.
 KA1204
 KA1204.Click photographs - Photos may exist for this station.
 KA1204
 KA1204.The dynamic height is computed by dividing the NAVD 88
 KA1204.geopotential number by the normal gravity value computed on the
 KA1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1204.degrees latitude (g = 980.6199 gals.).
 KA1204
 KA1204.The modeled gravity was interpolated from observed gravity values.
 KA1204
 KA1204;                    North         East    Units  Estimated Accuracy
 KA1204;SPC IN W     -   445,700.      899,230.      MT  (+/- 180 meters Scaled)
 KA1204
 KA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920459(NAD 83)
 KA1204
 KA1204                          SUPERSEDED SURVEY CONTROL
 KA1204
 KA1204  NGVD 29 (??/??/92)  180.661  (m)          592.72   (f) ADJ UNCH    1 2
 KA1204
 KA1204.Superseded values are not recommended for survey control.
 KA1204
 KA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1204.See file dsdata.pdf to determine how the superseded data were derived.
 KA1204
 KA1204_MARKER: DB = BENCH MARK DISK
 KA1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1204_SP_SET: HEADWALL
 KA1204_STAMPING: N 82 1946
 KA1204_MARK LOGO: CGS
 KA1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1204+STABILITY: SURFACE MOTION
 KA1204
 KA1204  HISTORY     - Date     Condition        Report By
 KA1204  HISTORY     - 1946     MONUMENTED       CGS
 KA1204  HISTORY     - 1985     GOOD             NGS
 KA1204
 KA1204                          STATION DESCRIPTION
 KA1204
 KA1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1204'1.6 MI SE FROM CLAY CITY.
 KA1204'ABOUT 1.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1204'FROM THE STATION AT CLAY CITY, AT A ROAD CROSSING NEAR POLE NO.
 KA1204'27/23, SET IN THE TOP AND 7 FEET SOUTH OF THE NORTH END OF THE
 KA1204'WEST HEAD WALL OF A 15 FOOT CONCRETE BRIDGE ON THE GRAVEL ROAD,
 KA1204'58 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1204'TRACK, 12 FEET WEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTER LINE
 KA1204'OF THE GRAVEL ROAD.  A STANDARD DISK, STAMPED N 82 1946.
 KA1204
 KA1204                          STATION RECOVERY (1985)
 KA1204
 KA1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1204'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM (1.55
 KA1204'MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS JUNCTION WITH STATE
 KA1204'HIGHWAY 59 IN CLAY CITY, THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG A
 KA1204'GRAVELED ROAD, IN THE NORTH END OF THE WEST HEADWALL OF A 6 BY 27 FT
 KA1204'CONCRETE CULVERT, 35.5 M (116.5 FT) NORTH OF THE CENTER OF A GRAVELED
 KA1204'ROAD LEADING WEST, 3.7 M (12.1 FT) WEST OF THE CENTER OF THE ROAD, AND
 KA1204'2.8 M (9.2 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 KA1204'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0919 ***********************************************************************
 KA0919  DESIGNATION -  N 83
 KA0919  PID         -  KA0919
 KA0919  STATE/COUNTY-  IN/VIGO
 KA0919  COUNTRY     -  US
 KA0919  USGS QUAD   -  ROSEDALE (2019)
 KA0919
 KA0919                         *CURRENT SURVEY CONTROL
 KA0919  ______________________________________________________________________
 KA0919* NAD 83(1986) POSITION- 39 33 38.     (N) 087 16 00.     (W)   SCALED
 KA0919* NAVD 88 ORTHO HEIGHT -   161.207 (meters)      528.89  (feet) ADJUSTED
 KA0919  ______________________________________________________________________
 KA0919  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KA0919  DYNAMIC HEIGHT  -        161.114 (meters)      528.59  (feet) COMP
 KA0919  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 KA0919
 KA0919  VERT ORDER      -  FIRST     CLASS II
 KA0919
 KA0919.The horizontal coordinates were scaled from a map and have
 KA0919.an estimated accuracy of +/- 6 seconds.
 KA0919
 KA0919.The orthometric height was determined by differential leveling and
 KA0919.adjusted by the NATIONAL GEODETIC SURVEY
 KA0919.in June 1991.
 KA0919
 KA0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0919.GEOID18 height accuracy estimate available here.
 KA0919
 KA0919.Click photographs - Photos may exist for this station.
 KA0919
 KA0919.The dynamic height is computed by dividing the NAVD 88
 KA0919.geopotential number by the normal gravity value computed on the
 KA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0919.degrees latitude (g = 980.6199 gals.).
 KA0919
 KA0919.The modeled gravity was interpolated from observed gravity values.
 KA0919
 KA0919;                    North         East    Units  Estimated Accuracy
 KA0919;SPC IN W     -   478,740.      884,250.      MT  (+/- 180 meters Scaled)
 KA0919
 KA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770790(NAD 83)
 KA0919
 KA0919                          SUPERSEDED SURVEY CONTROL
 KA0919
 KA0919  NGVD 29 (??/??/92)  161.314  (m)          529.24   (f) ADJ UNCH    1 2
 KA0919
 KA0919.Superseded values are not recommended for survey control.
 KA0919
 KA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0919.See file dsdata.pdf to determine how the superseded data were derived.
 KA0919
 KA0919_MARKER: DB = BENCH MARK DISK
 KA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0919_STAMPING: N 83 1946
 KA0919_MARK LOGO: CGS
 KA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0919+STABILITY: SURFACE MOTION
 KA0919
 KA0919  HISTORY     - Date     Condition        Report By
 KA0919  HISTORY     - 1946     MONUMENTED       CGS
 KA0919  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0919
 KA0919                          STATION DESCRIPTION
 KA0919
 KA0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0919'1.5 MI SW FROM FONTANET.
 KA0919'ABOUT 1.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0919'FROM THE STATION AT FONTANET, AT A ROAD CROSSING, 48 FEET
 KA0919'NORTHWEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF THE
 KA0919'NORTHWEST TRACK, 84 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 KA0919'ROAD, 19 FEET EAST OF A TWIN ASH TREE, 10.5 FEET NORTHWEST
 KA0919'OF POLE NO. 61/40, 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 KA0919'AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0919'DISK, STAMPED N 83 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0919'PROJECTING 4 INCHES ABOVE GROUND.
 KA0919
 KA0919                          STATION RECOVERY (1985)
 KA0919
 KA0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0467 ***********************************************************************
 KA0467  DESIGNATION -  N 84
 KA0467  PID         -  KA0467
 KA0467  STATE/COUNTY-  IN/OWEN
 KA0467  COUNTRY     -  US
 KA0467  USGS QUAD   -  PATRICKSBURG (2019)
 KA0467
 KA0467                         *CURRENT SURVEY CONTROL
 KA0467  ______________________________________________________________________
 KA0467* NAD 83(1986) POSITION- 39 17 32.     (N) 086 56 50.     (W)   SCALED
 KA0467* NAVD 88 ORTHO HEIGHT -   209.124 (meters)      686.10  (feet) ADJUSTED
 KA0467  ______________________________________________________________________
 KA0467  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KA0467  DYNAMIC HEIGHT  -        209.001 (meters)      685.70  (feet) COMP
 KA0467  MODELED GRAVITY -    980,034.0   (mgal)                       NAVD 88
 KA0467
 KA0467  VERT ORDER      -  SECOND    CLASS 0
 KA0467
 KA0467.The horizontal coordinates were scaled from a map and have
 KA0467.an estimated accuracy of +/- 6 seconds.
 KA0467
 KA0467.The orthometric height was determined by differential leveling and
 KA0467.adjusted by the NATIONAL GEODETIC SURVEY
 KA0467.in June 1991.
 KA0467
 KA0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0467.GEOID18 height accuracy estimate available here.
 KA0467
 KA0467.Click photographs - Photos may exist for this station.
 KA0467
 KA0467.The dynamic height is computed by dividing the NAVD 88
 KA0467.geopotential number by the normal gravity value computed on the
 KA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0467.degrees latitude (g = 980.6199 gals.).
 KA0467
 KA0467.The modeled gravity was interpolated from observed gravity values.
 KA0467
 KA0467;                    North         East    Units  Estimated Accuracy
 KA0467;SPC IN W     -   448,950.      911,740.      MT  (+/- 180 meters Scaled)
 KA0467
 KA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ045492(NAD 83)
 KA0467
 KA0467                          SUPERSEDED SURVEY CONTROL
 KA0467
 KA0467  NGVD 29 (??/??/92)  209.243  (m)          686.49   (f) ADJ UNCH    2 0
 KA0467
 KA0467.Superseded values are not recommended for survey control.
 KA0467
 KA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0467.See file dsdata.pdf to determine how the superseded data were derived.
 KA0467
 KA0467_MARKER: DB = BENCH MARK DISK
 KA0467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0467_SP_SET: CULVERT HEADWALL
 KA0467_STAMPING: N 84 1946
 KA0467_MARK LOGO: CGS
 KA0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0467+STABILITY: SURFACE MOTION
 KA0467
 KA0467  HISTORY     - Date     Condition        Report By
 KA0467  HISTORY     - 1946     MONUMENTED       CGS
 KA0467
 KA0467                          STATION DESCRIPTION
 KA0467
 KA0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0467'1.6 MI S FROM PATRICKSBURG.
 KA0467'0.2 MILE EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT
 KA0467'PATRICKSBURG, THENCE ABOUT 1.4 MILES SOUTH ALONG A GRAVEL ROAD
 KA0467'LEADING TO ARNEY, 0.1 MILE NORTH OF A CROSS ROAD, SET IN THE
 KA0467'TOP OF THE WEST HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 4.2
 KA0467'FEET NORTH OF THE SOUTH END OF THE HEAD WALL, 10 FEET WEST OF
 KA0467'AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE ROAD.  A
 KA0467'STANDARD DISK, STAMPED N 84 1946, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1031 ***********************************************************************
 KA1031  DESIGNATION -  N 85 RESET
 KA1031  PID         -  KA1031
 KA1031  STATE/COUNTY-  IN/PARKE
 KA1031  COUNTRY     -  US
 KA1031  USGS QUAD   -  MECCA (2019)
 KA1031
 KA1031                         *CURRENT SURVEY CONTROL
 KA1031  ______________________________________________________________________
 KA1031* NAD 83(1986) POSITION- 39 43 56.     (N) 087 17 03.     (W)   SCALED
 KA1031* NAVD 88 ORTHO HEIGHT -   182.54  (meters)      598.9   (feet) RESET
 KA1031  ______________________________________________________________________
 KA1031  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 KA1031  VERT ORDER      -  THIRD
 KA1031
 KA1031.The horizontal coordinates were scaled from a map and have
 KA1031.an estimated accuracy of +/- 6 seconds.
 KA1031
 KA1031.The orthometric height was computed from unverified reset data.
 KA1031
 KA1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1031.GEOID18 height accuracy estimate available here.
 KA1031
 KA1031.Click photographs - Photos may exist for this station.
 KA1031
 KA1031;                    North         East    Units  Estimated Accuracy
 KA1031;SPC IN W     -   497,810.      882,780.      MT  (+/- 180 meters Scaled)
 KA1031
 KA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ756980(NAD 83)
 KA1031
 KA1031                          SUPERSEDED SURVEY CONTROL
 KA1031
 KA1031  NGVD 29 (??/??/??)  182.64   (m)          599.2    (f) RESET       3  
 KA1031
 KA1031.Superseded values are not recommended for survey control.
 KA1031
 KA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1031.See file dsdata.pdf to determine how the superseded data were derived.
 KA1031
 KA1031_MARKER: DB = BENCH MARK DISK
 KA1031_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA1031_SP_SET: CURB
 KA1031_STAMPING: N 85 RESET 1960
 KA1031_MARK LOGO: CGS
 KA1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1031
 KA1031  HISTORY     - Date     Condition        Report By
 KA1031  HISTORY     - 1960     MONUMENTED       INHD
 KA1031  HISTORY     - 1961     GOOD             CGS
 KA1031
 KA1031                          STATION DESCRIPTION
 KA1031
 KA1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KA1031'3.6 MI SW FROM ROCKVILLE.
 KA1031'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1031'AT ROCKVILLE, THENCE ABOUT 3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KA1031'41, 0.95 MILE NORTHEAST OF THE CHURCH OF CHRIST WHICH IS AT THE
 KA1031'JUNCTION OF A BLACK TOP ROAD LEADING WEST INTO MECCA, 0.5 MILE
 KA1031'SOUTHWEST OF A CHURCH ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND
 KA1031'SET IN THE CENTER OF THE TOP OF THE NORTH CURB SECTION AND ONE
 KA1031'FOOT FROM THE EAST END OF A 55-FOOT CONCRETE BRIDGE OVER A STREAM
 KA1031'12.1 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0240 ***********************************************************************
 KA0240  DESIGNATION -  N 86
 KA0240  PID         -  KA0240
 KA0240  STATE/COUNTY-  IN/HENDRICKS
 KA0240  COUNTRY     -  US
 KA0240  USGS QUAD   -  BROWNSBURG (2019)
 KA0240
 KA0240                         *CURRENT SURVEY CONTROL
 KA0240  ______________________________________________________________________
 KA0240* NAD 83(1986) POSITION- 39 49 18.     (N) 086 23 36.     (W)   SCALED
 KA0240* NAVD 88 ORTHO HEIGHT -   266.220 (meters)      873.42  (feet) ADJUSTED
 KA0240  ______________________________________________________________________
 KA0240  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 KA0240  DYNAMIC HEIGHT  -        266.074 (meters)      872.94  (feet) COMP
 KA0240  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 KA0240
 KA0240  VERT ORDER      -  SECOND    CLASS 0
 KA0240
 KA0240.The horizontal coordinates were scaled from a map and have
 KA0240.an estimated accuracy of +/- 6 seconds.
 KA0240
 KA0240.The orthometric height was determined by differential leveling and
 KA0240.adjusted by the NATIONAL GEODETIC SURVEY
 KA0240.in June 1991.
 KA0240
 KA0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0240.GEOID18 height accuracy estimate available here.
 KA0240
 KA0240.Click photographs - Photos may exist for this station.
 KA0240
 KA0240.The dynamic height is computed by dividing the NAVD 88
 KA0240.geopotential number by the normal gravity value computed on the
 KA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0240.degrees latitude (g = 980.6199 gals.).
 KA0240
 KA0240.The modeled gravity was interpolated from observed gravity values.
 KA0240
 KA0240;                    North         East    Units  Estimated Accuracy
 KA0240;SPC IN W     -   507,950.      959,070.      MT  (+/- 180 meters Scaled)
 KA0240
 KA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519081(NAD 83)
 KA0240
 KA0240                          SUPERSEDED SURVEY CONTROL
 KA0240
 KA0240  NGVD 29 (??/??/92)  266.330  (m)          873.78   (f) ADJ UNCH    2 0
 KA0240
 KA0240.Superseded values are not recommended for survey control.
 KA0240
 KA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0240.See file dsdata.pdf to determine how the superseded data were derived.
 KA0240
 KA0240_MARKER: DB = BENCH MARK DISK
 KA0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0240_STAMPING: N 86 1946
 KA0240_MARK LOGO: CGS
 KA0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0240+STABILITY: SURFACE MOTION
 KA0240
 KA0240  HISTORY     - Date     Condition        Report By
 KA0240  HISTORY     - 1946     MONUMENTED       CGS
 KA0240
 KA0240                          STATION DESCRIPTION
 KA0240
 KA0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0240'1.9 MI SE FROM BROWNSBURG.
 KA0240'AT BROWNSBURG AIRPORT, ABOUT 1.5 MILE SOUTH ALONG THE
 KA0240'BROWNSBURG-AVON ROAD FROM THE MAIN STREET INTERSECTION AT
 KA0240'BROWNSBURG, THENCE 0.4 MILE EAST ALONG THE AIRPORT ROAD, AT
 KA0240'THE SOUTHWEST CORNER OF THE AIRPORT, 0.1 MILE WEST OF THE MAIN
 KA0240'HANGER, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET
 KA0240'NORTH OF A CORNER FENCE POST, 1.5 FEET EAST OF THE WEST BOUNDRY
 KA0240'FENCE OF THE FIELD, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0240'POST AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK,
 KA0240'STAMPED N 86 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0240'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0736 ***********************************************************************
 LB0736  DESIGNATION -  N 87
 LB0736  PID         -  LB0736
 LB0736  STATE/COUNTY-  IN/TIPPECANOE
 LB0736  COUNTRY     -  US
 LB0736  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0736
 LB0736                         *CURRENT SURVEY CONTROL
 LB0736  ______________________________________________________________________
 LB0736* NAD 83(1986) POSITION- 40 24 18.24   (N) 086 53 36.24   (W)   HD_HELD1
 LB0736* NAVD 88 ORTHO HEIGHT -   200.897 (meters)      659.11  (feet) ADJUSTED
 LB0736  ______________________________________________________________________
 LB0736  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 LB0736  DYNAMIC HEIGHT  -        200.799 (meters)      658.79  (feet) COMP
 LB0736  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 LB0736
 LB0736  VERT ORDER      -  SECOND    CLASS 0
 LB0736
 LB0736.The horizontal coordinates were determined by differentially corrected
 LB0736.hand held GPS observations or other comparable positioning techniques
 LB0736.and have an estimated accuracy of +/- 3 meters.
 LB0736
 LB0736.The orthometric height was determined by differential leveling and
 LB0736.adjusted by the NATIONAL GEODETIC SURVEY
 LB0736.in June 1991.
 LB0736
 LB0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0736.GEOID18 height accuracy estimate available here.
 LB0736
 LB0736.Click photographs - Photos may exist for this station.
 LB0736
 LB0736.The dynamic height is computed by dividing the NAVD 88
 LB0736.geopotential number by the normal gravity value computed on the
 LB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0736.degrees latitude (g = 980.6199 gals.).
 LB0736
 LB0736.The modeled gravity was interpolated from observed gravity values.
 LB0736
 LB0736;                    North         East    Units  Estimated Accuracy
 LB0736;SPC IN W     -   572,511.5     916,122.4     MT  (+/- 3 meters HH1 GPS) 
 LB0736
 LB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0904572722(NAD 83)
 LB0736
 LB0736                          SUPERSEDED SURVEY CONTROL
 LB0736
 LB0736  NGVD 29 (??/??/92)  200.995  (m)          659.43   (f) ADJ UNCH    2 0
 LB0736
 LB0736.Superseded values are not recommended for survey control.
 LB0736
 LB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0736.See file dsdata.pdf to determine how the superseded data were derived.
 LB0736
 LB0736_MARKER: DB = BENCH MARK DISK
 LB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0736_STAMPING: N 87 1946
 LB0736_MARK LOGO: CGS
 LB0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0736+STABILITY: SURFACE MOTION
 LB0736
 LB0736  HISTORY     - Date     Condition        Report By
 LB0736  HISTORY     - 1946     MONUMENTED       CGS
 LB0736  HISTORY     - 1965     GOOD             CGS
 LB0736
 LB0736                          STATION DESCRIPTION
 LB0736
 LB0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0736'AT LAFAYETTE.
 LB0736'AT LA FAYETTE, ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 43 FROM
 LB0736'THE COURT HOUSE, AT OWEN STREET, 125 FEET WEST OF THE CENTER LINE
 LB0736'OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF AN ALLEY,
 LB0736'23 FEET SOUTH OF THE CENTER LINE OF OWEN STREET, 3 FEET WEST OF
 LB0736'POWER POLE NO. 33-491, 1.5 FOOT NORTH OF THE NORTH EDGE OF A
 LB0736'CONCRETE SIDE WALK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LB0736'AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF OWEN STREET.  A STANDARD
 LB0736'DISK, STAMPED N 87 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0736'PROJECTING 5 INCHES ABOVE GROUND.
 LB0736
 LB0736                          STATION RECOVERY (1965)
 LB0736
 LB0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0798 ***********************************************************************
 LB0798  DESIGNATION -  N 88
 LB0798  PID         -  LB0798
 LB0798  STATE/COUNTY-  IN/TIPPECANOE
 LB0798  COUNTRY     -  US
 LB0798  USGS QUAD   -  ROMNEY (2019)
 LB0798
 LB0798                         *CURRENT SURVEY CONTROL
 LB0798  ______________________________________________________________________
 LB0798* NAD 83(1986) POSITION- 40 15 32.     (N) 086 52 59.     (W)   SCALED
 LB0798* NAVD 88 ORTHO HEIGHT -   225.634 (meters)      740.27  (feet) ADJUSTED
 LB0798  ______________________________________________________________________
 LB0798  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 LB0798  DYNAMIC HEIGHT  -        225.519 (meters)      739.89  (feet) COMP
 LB0798  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 LB0798
 LB0798  VERT ORDER      -  SECOND    CLASS 0
 LB0798
 LB0798.The horizontal coordinates were scaled from a map and have
 LB0798.an estimated accuracy of +/- 6 seconds.
 LB0798
 LB0798.The orthometric height was determined by differential leveling and
 LB0798.adjusted by the NATIONAL GEODETIC SURVEY
 LB0798.in June 1991.
 LB0798
 LB0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0798.GEOID18 height accuracy estimate available here.
 LB0798
 LB0798.Click photographs - Photos may exist for this station.
 LB0798
 LB0798.The dynamic height is computed by dividing the NAVD 88
 LB0798.geopotential number by the normal gravity value computed on the
 LB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0798.degrees latitude (g = 980.6199 gals.).
 LB0798
 LB0798.The modeled gravity was interpolated from observed gravity values.
 LB0798
 LB0798;                    North         East    Units  Estimated Accuracy
 LB0798;SPC IN W     -   556,280.      917,040.      MT  (+/- 180 meters Scaled)
 LB0798
 LB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK099564(NAD 83)
 LB0798
 LB0798                          SUPERSEDED SURVEY CONTROL
 LB0798
 LB0798  NGVD 29 (??/??/92)  225.722  (m)          740.56   (f) ADJ UNCH    2 0
 LB0798
 LB0798.Superseded values are not recommended for survey control.
 LB0798
 LB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0798.See file dsdata.pdf to determine how the superseded data were derived.
 LB0798
 LB0798_MARKER: DB = BENCH MARK DISK
 LB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0798_STAMPING: N 88 1946
 LB0798_MARK LOGO: CGS
 LB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0798+STABILITY: SURFACE MOTION
 LB0798
 LB0798  HISTORY     - Date     Condition        Report By
 LB0798  HISTORY     - 1946     MONUMENTED       CGS
 LB0798  HISTORY     - 1966     GOOD             CGS
 LB0798
 LB0798                          STATION DESCRIPTION
 LB0798
 LB0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0798'1.2 MI E FROM ROMNEY.
 LB0798'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0798'WITH STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.3 MILE EAST OF THE
 LB0798'ENTRANCE TO THE HAZLEWOOD FARM, 120 FEET EAST OF THE CENTER
 LB0798'LINE OF A GRAVEL DRIVE-WAY LEADING TO A HOUSE, 79 FEET
 LB0798'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 30 FEET NORTH
 LB0798'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 3.8
 LB0798'FEET NORTHEAST OF A FENCE POST AT A T JUNCTION OF A FENCE LEADING
 LB0798'NORTH, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 LB0798'STANDARD DISK, STAMPED N 88 1946 AND SET IN THE TOP OF A CONCRETE
 LB0798'POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0798
 LB0798                          STATION RECOVERY (1966)
 LB0798
 LB0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0828 ***********************************************************************
 LB0828  DESIGNATION -  N 89
 LB0828  PID         -  LB0828
 LB0828  STATE/COUNTY-  IN/TIPPECANOE
 LB0828  COUNTRY     -  US
 LB0828  USGS QUAD   -  LINDEN (2019)
 LB0828
 LB0828                         *CURRENT SURVEY CONTROL
 LB0828  ______________________________________________________________________
 LB0828* NAD 83(1986) POSITION- 40 14 58.     (N) 086 54 12.     (W)   SCALED
 LB0828* NAVD 88 ORTHO HEIGHT -   223.249 (meters)      732.44  (feet) ADJUSTED
 LB0828  ______________________________________________________________________
 LB0828  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 LB0828  DYNAMIC HEIGHT  -        223.135 (meters)      732.07  (feet) COMP
 LB0828  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 LB0828
 LB0828  VERT ORDER      -  SECOND    CLASS 0
 LB0828
 LB0828.The horizontal coordinates were scaled from a map and have
 LB0828.an estimated accuracy of +/- 6 seconds.
 LB0828
 LB0828.The orthometric height was determined by differential leveling and
 LB0828.adjusted by the NATIONAL GEODETIC SURVEY
 LB0828.in June 1991.
 LB0828
 LB0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0828.GEOID18 height accuracy estimate available here.
 LB0828
 LB0828.Click photographs - Photos may exist for this station.
 LB0828
 LB0828.The dynamic height is computed by dividing the NAVD 88
 LB0828.geopotential number by the normal gravity value computed on the
 LB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0828.degrees latitude (g = 980.6199 gals.).
 LB0828
 LB0828.The modeled gravity was interpolated from observed gravity values.
 LB0828
 LB0828;                    North         East    Units  Estimated Accuracy
 LB0828;SPC IN W     -   555,230.      915,310.      MT  (+/- 180 meters Scaled)
 LB0828
 LB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK082554(NAD 83)
 LB0828
 LB0828                          SUPERSEDED SURVEY CONTROL
 LB0828
 LB0828  NGVD 29 (??/??/92)  223.336  (m)          732.73   (f) ADJ UNCH    2 0
 LB0828
 LB0828.Superseded values are not recommended for survey control.
 LB0828
 LB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0828.See file dsdata.pdf to determine how the superseded data were derived.
 LB0828
 LB0828_MARKER: DB = BENCH MARK DISK
 LB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0828_STAMPING: N 89 1946
 LB0828_MARK LOGO: CGS
 LB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0828+STABILITY: SURFACE MOTION
 LB0828
 LB0828  HISTORY     - Date     Condition        Report By
 LB0828  HISTORY     - 1946     MONUMENTED       CGS
 LB0828  HISTORY     - 1966     MARK NOT FOUND   CGS
 LB0828
 LB0828                          STATION DESCRIPTION
 LB0828
 LB0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0828'AT ROMNEY.
 LB0828'AT ROMNEY, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 43 FROM
 LB0828'THE POST OFFICE, AT THE SOUTH EDGE OF TOWN, 194 FEET NORTHEAST
 LB0828'OF THE CITY LIMIT SIGN, 26 FEET EAST OF THE CENTER LINE OF THE
 LB0828'HIGHWAY, 24 FEET SOUTHWEST OF A 36 INCH OAK TREE, 14.5 FEET
 LB0828'SOUTH OF A GAS PIPE LINE CROSSING, 4 FEET SOUTHEAST OF TELEPHONE
 LB0828'POLE NO. 4420-574, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF
 LB0828'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 LB0828'A STANDARD DISK, STAMPED N 89 1946 AND SET IN THE TOP OF A CONCRETE
 LB0828'POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0828
 LB0828                          STATION RECOVERY (1966)
 LB0828
 LB0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0846 ***********************************************************************
 KA0846  DESIGNATION -  N 91
 KA0846  PID         -  KA0846
 KA0846  STATE/COUNTY-  IN/PARKE
 KA0846  COUNTRY     -  US
 KA0846  USGS QUAD   -  ROSEDALE (2019)
 KA0846
 KA0846                         *CURRENT SURVEY CONTROL
 KA0846  ______________________________________________________________________
 KA0846* NAD 83(1986) POSITION- 39 37 20.     (N) 087 21 49.     (W)   SCALED
 KA0846* NAVD 88 ORTHO HEIGHT -   159.644 (meters)      523.77  (feet) ADJUSTED
 KA0846  ______________________________________________________________________
 KA0846  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KA0846  DYNAMIC HEIGHT  -        159.554 (meters)      523.47  (feet) COMP
 KA0846  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 KA0846
 KA0846  VERT ORDER      -  SECOND    CLASS 0
 KA0846
 KA0846.The horizontal coordinates were scaled from a map and have
 KA0846.an estimated accuracy of +/- 6 seconds.
 KA0846
 KA0846.The orthometric height was determined by differential leveling and
 KA0846.adjusted by the NATIONAL GEODETIC SURVEY
 KA0846.in June 1991.
 KA0846
 KA0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0846.GEOID18 height accuracy estimate available here.
 KA0846
 KA0846.Click photographs - Photos may exist for this station.
 KA0846
 KA0846.The dynamic height is computed by dividing the NAVD 88
 KA0846.geopotential number by the normal gravity value computed on the
 KA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0846.degrees latitude (g = 980.6199 gals.).
 KA0846
 KA0846.The modeled gravity was interpolated from observed gravity values.
 KA0846
 KA0846;                    North         East    Units  Estimated Accuracy
 KA0846;SPC IN W     -   485,610.      875,940.      MT  (+/- 180 meters Scaled)
 KA0846
 KA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ687858(NAD 83)
 KA0846
 KA0846                          SUPERSEDED SURVEY CONTROL
 KA0846
 KA0846  NGVD 29 (??/??/92)  159.746  (m)          524.10   (f) ADJ UNCH    2 0
 KA0846
 KA0846.Superseded values are not recommended for survey control.
 KA0846
 KA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0846.See file dsdata.pdf to determine how the superseded data were derived.
 KA0846
 KA0846_MARKER: DB = BENCH MARK DISK
 KA0846_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0846+WITH SETTING: PAVEMENT
 KA0846_SP_SET: SEMAPHORE BASE
 KA0846_STAMPING: N 91 1938
 KA0846_MARK LOGO: CGS
 KA0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0846+STABILITY: SURFACE MOTION
 KA0846
 KA0846  HISTORY     - Date     Condition        Report By
 KA0846  HISTORY     - 1938     MONUMENTED       CGS
 KA0846
 KA0846                          STATION DESCRIPTION
 KA0846
 KA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA0846'0.9 MI N FROM ATHERTON.
 KA0846'IN PARKE COUNTY, 0.9 MILE NORTH ALONG THE CHICAGO AND EASTERN
 KA0846'RAILROAD FROM THE STATION AT ATHERTON, VIGO COUNTY, 3.5 MILES
 KA0846'SOUTH OF CLINTON, 3 FEET EAST OF SEMAPHORE 166.4, IN THE
 KA0846'NORTHWEST CORNER OF THE BASE OF THE SEMAPHORE CONTROL, 12 FEET
 KA0846'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 KA0846'TRACK.  A STANDARD DISK, STAMPED N 91 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2109 ***********************************************************************
 JZ2109  DESIGNATION -  N 92
 JZ2109  PID         -  JZ2109
 JZ2109  STATE/COUNTY-  IN/JENNINGS
 JZ2109  COUNTRY     -  US
 JZ2109  USGS QUAD   -  NORTH VERNON (2019)
 JZ2109
 JZ2109                         *CURRENT SURVEY CONTROL
 JZ2109  ______________________________________________________________________
 JZ2109* NAD 83(1986) POSITION- 39 00 22.     (N) 085 39 06.     (W)   SCALED
 JZ2109* NAVD 88 ORTHO HEIGHT -   226.057 (meters)      741.66  (feet) ADJUSTED
 JZ2109  ______________________________________________________________________
 JZ2109  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ2109  DYNAMIC HEIGHT  -        225.914 (meters)      741.19  (feet) COMP
 JZ2109  MODELED GRAVITY -    979,989.1   (mgal)                       NAVD 88
 JZ2109
 JZ2109  VERT ORDER      -  FIRST     CLASS II
 JZ2109
 JZ2109.The horizontal coordinates were scaled from a map and have
 JZ2109.an estimated accuracy of +/- 6 seconds.
 JZ2109
 JZ2109.The orthometric height was determined by differential leveling and
 JZ2109.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2109.in June 1991.
 JZ2109
 JZ2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2109.GEOID18 height accuracy estimate available here.
 JZ2109
 JZ2109.Click photographs - Photos may exist for this station.
 JZ2109
 JZ2109.The dynamic height is computed by dividing the NAVD 88
 JZ2109.geopotential number by the normal gravity value computed on the
 JZ2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2109.degrees latitude (g = 980.6199 gals.).
 JZ2109
 JZ2109.The modeled gravity was interpolated from observed gravity values.
 JZ2109
 JZ2109;                    North         East    Units  Estimated Accuracy
 JZ2109;SPC IN E     -   417,180.      101,300.      MT  (+/- 180 meters Scaled)
 JZ2109
 JZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ167183(NAD 83)
 JZ2109
 JZ2109                          SUPERSEDED SURVEY CONTROL
 JZ2109
 JZ2109  NGVD 29 (??/??/92)  226.177  (m)          742.05   (f) ADJ UNCH    1 2
 JZ2109
 JZ2109.Superseded values are not recommended for survey control.
 JZ2109
 JZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2109.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2109
 JZ2109_MARKER: DB = BENCH MARK DISK
 JZ2109_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ2109+WITH SETTING: PAVEMENT
 JZ2109_SP_SET: SIGNAL LAMP BASE
 JZ2109_STAMPING: N 92 1938
 JZ2109_MARK LOGO: CGS
 JZ2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2109+STABILITY: SURFACE MOTION
 JZ2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2109+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JZ2109
 JZ2109  HISTORY     - Date     Condition        Report By
 JZ2109  HISTORY     - 1938     MONUMENTED       CGS
 JZ2109  HISTORY     - 1979     GOOD             DOD
 JZ2109  HISTORY     - 19860730 GOOD             NGS
 JZ2109  HISTORY     - 20110706 GOOD             INDIV
 JZ2109
 JZ2109                          STATION DESCRIPTION
 JZ2109
 JZ2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2109'1.6 MI W FROM NORTH VERNON.
 JZ2109'1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2109'STATION AT NORTH VERNON, JENNINGS COUNTY, ABOUT 1 MILE WEST OF
 JZ2109'WHITCOMB, AT SIGNAL TOWER 73.8, IN THE TOP OF THE SOUTHEAST CORNER
 JZ2109'OF THE SIGNAL BASE, 60 FEET NORTHWEST OF POLE 73/34, 30 FEET
 JZ2109'EAST OF A DIRT-ROAD CROSSING, 9 FEET NORTH OF THE NORTH RAIL OF
 JZ2109'THE MAIN TRACK, AND 11 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK.
 JZ2109'A STANDARD DISK, STAMPED N 92 1938.
 JZ2109
 JZ2109                          STATION RECOVERY (1979)
 JZ2109
 JZ2109'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2109'RECOVERED IN GOOD CONDITION.
 JZ2109
 JZ2109                          STATION RECOVERY (1986)
 JZ2109
 JZ2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2109'FROM THE JUNCTION OF U.S. 50 AND STATE ROUTE 3 AND 7 IN NORTH
 JZ2109'VERNON, GO NORTH ON HIGHWAY 3 AND 7 FOR 0.35 MILE (0.56 KM) TO A SIDE
 JZ2109'ROAD LEFT, COUNTY ROAD 150 N. OR O AND M AVENUE, JUST AFTER CROSSING
 JZ2109'BRIDGE OVER RAILROAD TRACKS.  TURN LEFT AND GO WEST ON COUNTY ROAD
 JZ2109'150 N FOR 1.2 MILES (1.9 KM) TO A SIDE ROAD LEFT, BROWNSTOWN ROAD.
 JZ2109'TURN LEFT AND GO SOUTH FOR 0.05 MILE (0.08 KM) TO RAILROAD TRACKS AND
 JZ2109'STATION ON LEFT BETWEEN THE TWO SETS OF TRACKS.  LOCATED 35.0 FEET
 JZ2109'(10.7 M) EAST FROM CENTER OF BROWNSTOWN ROAD, 8.5 FEET (2.6 M) SOUTH
 JZ2109'FROM THE SOUTH RAIL OF THE NORTH SET OF TRACKS, 6.6 FEET (2.0 M)
 JZ2109'NORTH FROM THE NORTH RAIL OF THE SOUTH SET OF TRACKS, 3.6 FEET (1.1
 JZ2109'M) WEST FROM A SIGNAL LAMP POST AND 0.5 FEET (15.2 CM) WEST FROM A
 JZ2109'CARSONITE WITNESS POST.
 JZ2109
 JZ2109                          STATION RECOVERY (2011)
 JZ2109
 JZ2109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JZ2109'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1881 ***********************************************************************
 JZ1881  DESIGNATION -  N 93 RESET
 JZ1881  PID         -  JZ1881
 JZ1881  STATE/COUNTY-  IN/RIPLEY
 JZ1881  COUNTRY     -  US
 JZ1881  USGS QUAD   -  VERSAILLES (2019)
 JZ1881
 JZ1881                         *CURRENT SURVEY CONTROL
 JZ1881  ______________________________________________________________________
 JZ1881* NAD 83(1986) POSITION- 39 07 13.     (N) 085 18 03.     (W)   SCALED
 JZ1881* NAVD 88 ORTHO HEIGHT -   300.67  (+/-2cm)      986.4   (feet) VERTCON3
 JZ1881  ______________________________________________________________________
 JZ1881  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 JZ1881  VERT ORDER      -  THIRD (See Below)
 JZ1881
 JZ1881.The horizontal coordinates were scaled from a map and have
 JZ1881.an estimated accuracy of +/- 6 seconds.
 JZ1881
 JZ1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1881
 JZ1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1881.GEOID18 height accuracy estimate available here.
 JZ1881
 JZ1881.The vertical order pertains to the NGVD 29 superseded value.
 JZ1881
 JZ1881.Click photographs - Photos may exist for this station.
 JZ1881
 JZ1881;                    North         East    Units  Estimated Accuracy
 JZ1881;SPC IN E     -   429,910.      131,640.      MT  (+/- 180 meters Scaled)
 JZ1881
 JZ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ468314(NAD 83)
 JZ1881
 JZ1881                          SUPERSEDED SURVEY CONTROL
 JZ1881
 JZ1881  NGVD 29 (08/22/16)  300.81   (m)          986.9    (f) RESET       3  
 JZ1881
 JZ1881.Superseded values are not recommended for survey control.
 JZ1881
 JZ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1881.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1881
 JZ1881_MARKER: DB = BENCH MARK DISK
 JZ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1881_STAMPING: N 93 RESET 1957
 JZ1881_MARK LOGO: CGS
 JZ1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1881+STABILITY: SURFACE MOTION
 JZ1881
 JZ1881  HISTORY     - Date     Condition        Report By
 JZ1881  HISTORY     - 1957     MONUMENTED       CGS
 JZ1881  HISTORY     - 1957     GOOD             CGS
 JZ1881
 JZ1881                          STATION DESCRIPTION
 JZ1881
 JZ1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ1881'0.7 MI W FROM OSGOOD.
 JZ1881'0.7 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1881'STATION AT OSGOOD, 0.2 MILE EAST OF A ROAD CROSSING, 75 FEET
 JZ1881'SOUTH AND ACROSS TRACK FROM CENTER OF A BLACK TOP ROAD PARALLELING
 JZ1881'NORTH SIDE OF TRACK, 23.7 FEET SOUTH OF SOUTH RAIL, 12.7 FEET
 JZ1881'NORTH OF SOUTH RIGHT-OF-WAY FENCE LINE, 6.5 FEET NORTHWEST OF
 JZ1881'TELEPHONE POLE NO. 52-14, ABOUT 3 FEET BELOW LEVEL OF TRACK, SET
 JZ1881'IN THE TOP OF A CAST IN PLACE CONCRETE POST, PROJECTING 1 INCH.
 JZ1881'NOTE-- THESE POLES ARE NUMBERED EVERY TENTH POLE FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1689 ***********************************************************************
 LB1689  DESIGNATION -  N 94
 LB1689  PID         -  LB1689
 LB1689  STATE/COUNTY-  IN/MONTGOMERY
 LB1689  COUNTRY     -  US
 LB1689  USGS QUAD   -  WINGATE (2019)
 LB1689
 LB1689                         *CURRENT SURVEY CONTROL
 LB1689  ______________________________________________________________________
 LB1689* NAD 83(1986) POSITION- 40 12 09.     (N) 087 04 22.     (W)   SCALED
 LB1689* NAVD 88 ORTHO HEIGHT -   222.503 (meters)      730.00  (feet) ADJUSTED
 LB1689  ______________________________________________________________________
 LB1689  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 LB1689  DYNAMIC HEIGHT  -        222.388 (meters)      729.62  (feet) COMP
 LB1689  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 LB1689
 LB1689  VERT ORDER      -  SECOND    CLASS 0
 LB1689
 LB1689.The horizontal coordinates were scaled from a map and have
 LB1689.an estimated accuracy of +/- 6 seconds.
 LB1689
 LB1689.The orthometric height was determined by differential leveling and
 LB1689.adjusted by the NATIONAL GEODETIC SURVEY
 LB1689.in June 1991.
 LB1689
 LB1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1689.GEOID18 height accuracy estimate available here.
 LB1689
 LB1689.Click photographs - Photos may exist for this station.
 LB1689
 LB1689.The dynamic height is computed by dividing the NAVD 88
 LB1689.geopotential number by the normal gravity value computed on the
 LB1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1689.degrees latitude (g = 980.6199 gals.).
 LB1689
 LB1689.The modeled gravity was interpolated from observed gravity values.
 LB1689
 LB1689;                    North         East    Units  Estimated Accuracy
 LB1689;SPC IN W     -   550,000.      900,900.      MT  (+/- 180 meters Scaled)
 LB1689
 LB1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938502(NAD 83)
 LB1689
 LB1689                          SUPERSEDED SURVEY CONTROL
 LB1689
 LB1689  NGVD 29 (??/??/92)  222.584  (m)          730.26   (f) ADJ UNCH    2 0
 LB1689
 LB1689.Superseded values are not recommended for survey control.
 LB1689
 LB1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1689.See file dsdata.pdf to determine how the superseded data were derived.
 LB1689
 LB1689_MARKER: DB = BENCH MARK DISK
 LB1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1689_SP_SET: BRIDGE
 LB1689_STAMPING: N 94 1946
 LB1689_MARK LOGO: CGS
 LB1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1689
 LB1689  HISTORY     - Date     Condition        Report By
 LB1689  HISTORY     - 1946     MONUMENTED       CGS
 LB1689
 LB1689                          STATION DESCRIPTION
 LB1689
 LB1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1689'2.1 MI N FROM WINGATE.
 LB1689'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST
 LB1689'OFFICE AT WINGATE, ABOUT 0.85 MILE SOUTH OF THE TIPPECANOE-MONTGOMERY
 LB1689'COUNTY LINE, ABOUT 300 FEET SOUTH OF AN EAST-WEST BLACK TOP ROAD,
 LB1689'THE EAST ROAD LEADING TO NEW RICHMOND, SET IN THE SOUTHEAST WING
 LB1689'WALL OF BRIDGE NO. 25-A1-7.99 OVER COAL CREEK, 17 FEET EAST OF
 LB1689'THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF THE WEST END OF
 LB1689'THE WING WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1689'STAMPED N 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0560 ***********************************************************************
 JZ0560  DESIGNATION -  N 94
 JZ0560  PID         -  JZ0560
 JZ0560  STATE/COUNTY-  IN/DEARBORN
 JZ0560  COUNTRY     -  US
 JZ0560  USGS QUAD   -  AURORA (2019)
 JZ0560
 JZ0560                         *CURRENT SURVEY CONTROL
 JZ0560  ______________________________________________________________________
 JZ0560* NAD 83(1986) POSITION- 39 02 57.     (N) 084 58 19.     (W)   SCALED
 JZ0560* NAVD 88 ORTHO HEIGHT -   149.627 (meters)      490.90  (feet) POSTED
 JZ0560  ______________________________________________________________________
 JZ0560  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 JZ0560  DYNAMIC HEIGHT  -        149.53  (meters)      490.6   (feet) COMP
 JZ0560  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 JZ0560
 JZ0560  VERT ORDER      -  * POSTED, SEE BELOW
 JZ0560
 JZ0560.The horizontal coordinates were scaled from a map and have
 JZ0560.an estimated accuracy of +/- 6 seconds.
 JZ0560
 JZ0560.The orthometric height was determined by differential leveling
 JZ0560.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ0560
 JZ0560.* This is a POSTED BENCH MARK height.
 JZ0560
 JZ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0560.GEOID18 height accuracy estimate available here.
 JZ0560
 JZ0560.Click photographs - Photos may exist for this station.
 JZ0560
 JZ0560.The dynamic height is computed by dividing the NAVD 88
 JZ0560.geopotential number by the normal gravity value computed on the
 JZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0560.degrees latitude (g = 980.6199 gals.).
 JZ0560
 JZ0560.The modeled gravity was interpolated from observed gravity values.
 JZ0560
 JZ0560;                    North         East    Units  Estimated Accuracy
 JZ0560;SPC IN E     -   422,180.      160,140.      MT  (+/- 180 meters Scaled)
 JZ0560
 JZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ754241(NAD 83)
 JZ0560
 JZ0560                          SUPERSEDED SURVEY CONTROL
 JZ0560
 JZ0560  NGVD 29 (??/??/92)  149.833  (m)          491.58   (f) ADJ UNCH    1 2
 JZ0560
 JZ0560.Superseded values are not recommended for survey control.
 JZ0560
 JZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0560.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0560
 JZ0560_MARKER: DB = BENCH MARK DISK
 JZ0560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0560_SP_SET: CULVERT STEP
 JZ0560_STAMPING: N 94 1938
 JZ0560_MARK LOGO: CGS
 JZ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0560+STABILITY: SURFACE MOTION
 JZ0560
 JZ0560  HISTORY     - Date     Condition        Report By
 JZ0560  HISTORY     - 1938     MONUMENTED       CGS
 JZ0560
 JZ0560                          STATION DESCRIPTION
 JZ0560
 JZ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ0560'3.9 MI W FROM AURORA.
 JZ0560'3.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0560'STATION AT AURORA, DEARBORN COUNTY, 4.1 MILES EAST OF THE
 JZ0560'STATION AT DILLSBORO, 5-1/2 RAILS EAST OF A ROAD CROSSING,
 JZ0560'OPPOSITE POLE 29/30, 2 POLES EAST OF A SIGNAL TOWER, AT CULVERT
 JZ0560'NO. 29.73, IN THE TOP OF THE SOUTHEAST CORNER OF THE TOP STEP,
 JZ0560'9 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 JZ0560'TRACK.  A STANDARD DISK, STAMPED N 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1648 ***********************************************************************
 LB1648  DESIGNATION -  N 95
 LB1648  PID         -  LB1648
 LB1648  STATE/COUNTY-  IN/FOUNTAIN
 LB1648  COUNTRY     -  US
 LB1648  USGS QUAD   -  ATTICA (2019)
 LB1648
 LB1648                         *CURRENT SURVEY CONTROL
 LB1648  ______________________________________________________________________
 LB1648* NAD 83(1986) POSITION- 40 19 58.     (N) 087 08 27.     (W)   SCALED
 LB1648* NAVD 88 ORTHO HEIGHT -   175.187 (meters)      574.76  (feet) ADJUSTED
 LB1648  ______________________________________________________________________
 LB1648  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 LB1648  DYNAMIC HEIGHT  -        175.100 (meters)      574.47  (feet) COMP
 LB1648  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 LB1648
 LB1648  VERT ORDER      -  SECOND    CLASS 0
 LB1648
 LB1648.The horizontal coordinates were scaled from a map and have
 LB1648.an estimated accuracy of +/- 6 seconds.
 LB1648
 LB1648.The orthometric height was determined by differential leveling and
 LB1648.adjusted by the NATIONAL GEODETIC SURVEY
 LB1648.in June 1991.
 LB1648
 LB1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1648.GEOID18 height accuracy estimate available here.
 LB1648
 LB1648.Click photographs - Photos may exist for this station.
 LB1648
 LB1648.The dynamic height is computed by dividing the NAVD 88
 LB1648.geopotential number by the normal gravity value computed on the
 LB1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1648.degrees latitude (g = 980.6199 gals.).
 LB1648
 LB1648.The modeled gravity was interpolated from observed gravity values.
 LB1648
 LB1648;                    North         East    Units  Estimated Accuracy
 LB1648;SPC IN W     -   564,470.      895,110.      MT  (+/- 180 meters Scaled)
 LB1648
 LB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK880647(NAD 83)
 LB1648
 LB1648                          SUPERSEDED SURVEY CONTROL
 LB1648
 LB1648  NGVD 29 (??/??/92)  175.265  (m)          575.02   (f) ADJ UNCH    2 0
 LB1648
 LB1648.Superseded values are not recommended for survey control.
 LB1648
 LB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1648.See file dsdata.pdf to determine how the superseded data were derived.
 LB1648
 LB1648_MARKER: DB = BENCH MARK DISK
 LB1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1648_STAMPING: N 95 1946
 LB1648_MARK LOGO: CGS
 LB1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1648+STABILITY: SURFACE MOTION
 LB1648
 LB1648  HISTORY     - Date     Condition        Report By
 LB1648  HISTORY     - 1946     MONUMENTED       CGS
 LB1648
 LB1648                          STATION DESCRIPTION
 LB1648
 LB1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1648'1.6 MI NE FROM RIVERSIDE.
 LB1648'ABOUT 1.6 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO WEST
 LB1648'POINT FROM THE CROSS ROAD AT RIVERSIDE, AT A CROSSING OF THE
 LB1648'WABASH RAILROAD, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF AN
 LB1648'EAST-WEST ROAD, 51 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 22
 LB1648'FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHWEST OF A
 LB1648'FENCE CORNER POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LB1648'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED N 95
 LB1648'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1648'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1700 ***********************************************************************
 LB1700  DESIGNATION -  N 96
 LB1700  PID         -  LB1700
 LB1700  STATE/COUNTY-  IN/FOUNTAIN
 LB1700  COUNTRY     -  US
 LB1700  USGS QUAD   -  WINGATE (2019)
 LB1700
 LB1700                         *CURRENT SURVEY CONTROL
 LB1700  ______________________________________________________________________
 LB1700* NAD 83(1986) POSITION- 40 11 28.     (N) 087 06 25.     (W)   SCALED
 LB1700* NAVD 88 ORTHO HEIGHT -   221.605 (meters)      727.05  (feet) ADJUSTED
 LB1700  ______________________________________________________________________
 LB1700  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 LB1700  DYNAMIC HEIGHT  -        221.491 (meters)      726.68  (feet) COMP
 LB1700  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 LB1700
 LB1700  VERT ORDER      -  SECOND    CLASS 0
 LB1700
 LB1700.The horizontal coordinates were scaled from a map and have
 LB1700.an estimated accuracy of +/- 6 seconds.
 LB1700
 LB1700.The orthometric height was determined by differential leveling and
 LB1700.adjusted by the NATIONAL GEODETIC SURVEY
 LB1700.in June 1991.
 LB1700
 LB1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1700.GEOID18 height accuracy estimate available here.
 LB1700
 LB1700.Click photographs - Photos may exist for this station.
 LB1700
 LB1700.The dynamic height is computed by dividing the NAVD 88
 LB1700.geopotential number by the normal gravity value computed on the
 LB1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1700.degrees latitude (g = 980.6199 gals.).
 LB1700
 LB1700.The modeled gravity was interpolated from observed gravity values.
 LB1700
 LB1700;                    North         East    Units  Estimated Accuracy
 LB1700;SPC IN W     -   548,740.      897,990.      MT  (+/- 180 meters Scaled)
 LB1700
 LB1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK908489(NAD 83)
 LB1700
 LB1700                          SUPERSEDED SURVEY CONTROL
 LB1700
 LB1700  NGVD 29 (??/??/92)  221.683  (m)          727.31   (f) ADJ UNCH    2 0
 LB1700
 LB1700.Superseded values are not recommended for survey control.
 LB1700
 LB1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1700.See file dsdata.pdf to determine how the superseded data were derived.
 LB1700
 LB1700_MARKER: DB = BENCH MARK DISK
 LB1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1700_STAMPING: N 96 1946
 LB1700_MARK LOGO: CGS
 LB1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1700+STABILITY: SURFACE MOTION
 LB1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1700+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 LB1700
 LB1700  HISTORY     - Date     Condition        Report By
 LB1700  HISTORY     - 1946     MONUMENTED       CGS
 LB1700  HISTORY     - 20100623 GOOD             BFSINC
 LB1700
 LB1700                          STATION DESCRIPTION
 LB1700
 LB1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1700'2.4 MI SE FROM NEWTON.
 LB1700'ABOUT 2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1700'OFFICE AT NEWTOWN, ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY
 LB1700'55 FROM THE POST OFFICE AT WINGATE, MONTGOMERY COUNTY, 0.35 MILE
 LB1700'WEST OF THE COAL CREEK ROADSIDE REST PARK, 27.5 FEET NORTH OF THE
 LB1700'CENTER LINE OF THE HIGHWAY, 3.5 FEET EAST OF POWER POLE NO.
 LB1700'142-476, 2.9 FEET SOUTH OF A WIRE FENCE, 2 FEET WEST OF A WHITE
 LB1700'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB1700'DISK, STAMPED N 96 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1700'PROJECTING 6 INCHES ABOVE GROUND.
 LB1700
 LB1700                          STATION RECOVERY (2010)
 LB1700
 LB1700'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2010 (GKG)
 LB1700'MONUMENT RECOVERED WITH AID OF ORIGINAL DESCRIPTION.  POWER POLE
 LB1700'NUMBER IS ACCURATE (NO. 142-476).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1545 ***********************************************************************
 LB1545  DESIGNATION -  N 97
 LB1545  PID         -  LB1545
 LB1545  STATE/COUNTY-  IN/FOUNTAIN
 LB1545  COUNTRY     -  US
 LB1545  USGS QUAD   -  MELLOTT (2019)
 LB1545
 LB1545                         *CURRENT SURVEY CONTROL
 LB1545  ______________________________________________________________________
 LB1545* NAD 83(1986) POSITION- 40 07 35.     (N) 087 14 55.     (W)   SCALED
 LB1545* NAVD 88 ORTHO HEIGHT -   182.424 (meters)      598.50  (feet) ADJUSTED
 LB1545  ______________________________________________________________________
 LB1545  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 LB1545  DYNAMIC HEIGHT  -        182.329 (meters)      598.19  (feet) COMP
 LB1545  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 LB1545
 LB1545  VERT ORDER      -  SECOND    CLASS 0
 LB1545
 LB1545.The horizontal coordinates were scaled from a map and have
 LB1545.an estimated accuracy of +/- 6 seconds.
 LB1545
 LB1545.The orthometric height was determined by differential leveling and
 LB1545.adjusted by the NATIONAL GEODETIC SURVEY
 LB1545.in June 1991.
 LB1545
 LB1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1545.GEOID18 height accuracy estimate available here.
 LB1545
 LB1545.Click photographs - Photos may exist for this station.
 LB1545
 LB1545.The dynamic height is computed by dividing the NAVD 88
 LB1545.geopotential number by the normal gravity value computed on the
 LB1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1545.degrees latitude (g = 980.6199 gals.).
 LB1545
 LB1545.The modeled gravity was interpolated from observed gravity values.
 LB1545
 LB1545;                    North         East    Units  Estimated Accuracy
 LB1545;SPC IN W     -   541,560.      885,910.      MT  (+/- 180 meters Scaled)
 LB1545
 LB1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK788418(NAD 83)
 LB1545
 LB1545                          SUPERSEDED SURVEY CONTROL
 LB1545
 LB1545  NGVD 29 (??/??/92)  182.499  (m)          598.75   (f) ADJ UNCH    2 0
 LB1545
 LB1545.Superseded values are not recommended for survey control.
 LB1545
 LB1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1545.See file dsdata.pdf to determine how the superseded data were derived.
 LB1545
 LB1545_MARKER: DB = BENCH MARK DISK
 LB1545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1545_SP_SET: BRIDGE ABUTMENT
 LB1545_STAMPING: N 97 1946
 LB1545_MARK LOGO: CGS
 LB1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1545
 LB1545  HISTORY     - Date     Condition        Report By
 LB1545  HISTORY     - 1946     MONUMENTED       CGS
 LB1545
 LB1545                          STATION DESCRIPTION
 LB1545
 LB1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1545'0.9 MI N FROM STERLING.
 LB1545'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1545'WITH STATE HIGHWAY 34 AT STERLING, ABOUT 0.15 MILE SOUTH OF A
 LB1545'RAIL ROAD CROSSING, SET IN THE TOP OF THE WEST END OF THE
 LB1545'SOUTHEAST WING WALL OF THE SOUTH ABUTMENT OF CONCRETE BRIDGE
 LB1545'N. 41-0-70-60, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1545'0.9 FOOT EAST OF THE CONCRETE GUARD RAIL OF THE BRIDGE, AND ABOUT
 LB1545'0.5 FOOT ABOVE THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED N
 LB1545'97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1521 ***********************************************************************
 LB1521  DESIGNATION -  N 98
 LB1521  PID         -  LB1521
 LB1521  STATE/COUNTY-  IN/WARREN
 LB1521  COUNTRY     -  US
 LB1521  USGS QUAD   -  ATTICA (2019)
 LB1521
 LB1521                         *CURRENT SURVEY CONTROL
 LB1521  ______________________________________________________________________
 LB1521* NAD 83(1986) POSITION- 40 21 06.     (N) 087 14 17.     (W)   SCALED
 LB1521* NAVD 88 ORTHO HEIGHT -   204.720 (meters)      671.65  (feet) ADJUSTED
 LB1521  ______________________________________________________________________
 LB1521  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 LB1521  DYNAMIC HEIGHT  -        204.617 (meters)      671.31  (feet) COMP
 LB1521  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 LB1521
 LB1521  VERT ORDER      -  SECOND    CLASS 0
 LB1521
 LB1521.The horizontal coordinates were scaled from a map and have
 LB1521.an estimated accuracy of +/- 6 seconds.
 LB1521
 LB1521.The orthometric height was determined by differential leveling and
 LB1521.adjusted by the NATIONAL GEODETIC SURVEY
 LB1521.in June 1991.
 LB1521
 LB1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1521.GEOID18 height accuracy estimate available here.
 LB1521
 LB1521.Click photographs - Photos may exist for this station.
 LB1521
 LB1521.The dynamic height is computed by dividing the NAVD 88
 LB1521.geopotential number by the normal gravity value computed on the
 LB1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1521.degrees latitude (g = 980.6199 gals.).
 LB1521
 LB1521.The modeled gravity was interpolated from observed gravity values.
 LB1521
 LB1521;                    North         East    Units  Estimated Accuracy
 LB1521;SPC IN W     -   566,580.      886,860.      MT  (+/- 180 meters Scaled)
 LB1521
 LB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK797668(NAD 83)
 LB1521
 LB1521                          SUPERSEDED SURVEY CONTROL
 LB1521
 LB1521  NGVD 29 (??/??/92)  204.785  (m)          671.87   (f) ADJ UNCH    2 0
 LB1521
 LB1521.Superseded values are not recommended for survey control.
 LB1521
 LB1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1521.See file dsdata.pdf to determine how the superseded data were derived.
 LB1521
 LB1521_MARKER: DB = BENCH MARK DISK
 LB1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1521_STAMPING: N 98 1946
 LB1521_MARK LOGO: CGS
 LB1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1521+STABILITY: SURFACE MOTION
 LB1521
 LB1521  HISTORY     - Date     Condition        Report By
 LB1521  HISTORY     - 1946     MONUMENTED       CGS
 LB1521
 LB1521                          STATION DESCRIPTION
 LB1521
 LB1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1521'5.4 MI N FROM ATTICA.
 LB1521'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1521'OFFICE AT ATTICA, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A BLACK
 LB1521'TOP ROAD, THENCE ABOUT 2.1 MILES NORTH ALONG A GRAVEL ROAD
 LB1521'LEADING TO PINE VILLAGE, BENCH MARK IS AT THE INTERSECTION OF AN
 LB1521'EAST-WEST GRAVEL ROAD, 46 FEET EAST OF THE CENTER LINE OF THE
 LB1521'NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LB1521'EAST-WEST ROAD, 24 FEET EAST OF R.E.A. POLE NO. K 1A 22, 31
 LB1521'FEET NORTHEAST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE
 LB1521'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5
 LB1521'FOOT ABOVE THE NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED N
 LB1521'98 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1521'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1568 ***********************************************************************
 LB1568  DESIGNATION -  N 99
 LB1568  PID         -  LB1568
 LB1568  STATE/COUNTY-  IN/WARREN
 LB1568  COUNTRY     -  US
 LB1568  USGS QUAD   -  WEST LEBANON (2019)
 LB1568
 LB1568                         *CURRENT SURVEY CONTROL
 LB1568  ______________________________________________________________________
 LB1568* NAD 83(1986) POSITION- 40 17 27.     (N) 087 23 11.     (W)   SCALED
 LB1568* NAVD 88 ORTHO HEIGHT -   213.298 (meters)      699.80  (feet) ADJUSTED
 LB1568  ______________________________________________________________________
 LB1568  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 LB1568  DYNAMIC HEIGHT  -        213.191 (meters)      699.44  (feet) COMP
 LB1568  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 LB1568
 LB1568  VERT ORDER      -  SECOND    CLASS 0
 LB1568
 LB1568.The horizontal coordinates were scaled from a map and have
 LB1568.an estimated accuracy of +/- 6 seconds.
 LB1568
 LB1568.The orthometric height was determined by differential leveling and
 LB1568.adjusted by the NATIONAL GEODETIC SURVEY
 LB1568.in June 1991.
 LB1568
 LB1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1568.GEOID18 height accuracy estimate available here.
 LB1568
 LB1568.Click photographs - Photos may exist for this station.
 LB1568
 LB1568.The dynamic height is computed by dividing the NAVD 88
 LB1568.geopotential number by the normal gravity value computed on the
 LB1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1568.degrees latitude (g = 980.6199 gals.).
 LB1568
 LB1568.The modeled gravity was interpolated from observed gravity values.
 LB1568
 LB1568;                    North         East    Units  Estimated Accuracy
 LB1568;SPC IN W     -   559,850.      874,230.      MT  (+/- 180 meters Scaled)
 LB1568
 LB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671601(NAD 83)
 LB1568
 LB1568                          SUPERSEDED SURVEY CONTROL
 LB1568
 LB1568  NGVD 29 (??/??/92)  213.348  (m)          699.96   (f) ADJ UNCH    2 0
 LB1568
 LB1568.Superseded values are not recommended for survey control.
 LB1568
 LB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1568.See file dsdata.pdf to determine how the superseded data were derived.
 LB1568
 LB1568_MARKER: DB = BENCH MARK DISK
 LB1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1568_STAMPING: N 99 1946
 LB1568_MARK LOGO: CGS
 LB1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1568+STABILITY: SURFACE MOTION
 LB1568
 LB1568  HISTORY     - Date     Condition        Report By
 LB1568  HISTORY     - 1946     MONUMENTED       CGS
 LB1568  HISTORY     - 20051103 MARK NOT FOUND   INDOT
 LB1568
 LB1568                          STATION DESCRIPTION
 LB1568
 LB1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1568'1.3 MI N FROM WEST LEBANON.
 LB1568'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE POST
 LB1568'OFFICE AT WEST LEBANON, 49 FEET EAST OF THE CENTER LINE OF THE
 LB1568'HIGHWAY, 27 FEET SOUTH OF THE CENTER OF A GATE LEADING
 LB1568'TO THE CULTIVATED FIELD, 29 FEET SOUTHEAST OF THE SOUTHEAST
 LB1568'CORNER OF THE SOUTH HEAD WALL OF A 12 INCH CORRUGATED PIPE
 LB1568'CULVERT UNDER THE DRIVE TO THE FIELD, 29 FEET NORTH-NORTHEAST
 LB1568'OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, AND ABOUT
 LB1568'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 99 1946
 LB1568'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1568'ABOVE GROUND.
 LB1568
 LB1568                          STATION RECOVERY (2005)
 LB1568
 LB1568'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2381 ***********************************************************************
 ME2381  DESIGNATION -  N JUDSON SS CYRIL CHURCH DOME
 ME2381  PID         -  ME2381
 ME2381  STATE/COUNTY-  IN/STARKE
 ME2381  COUNTRY     -  US
 ME2381  USGS QUAD   -  NORTH JUDSON (2019)
 ME2381
 ME2381                         *CURRENT SURVEY CONTROL
 ME2381  ______________________________________________________________________
 ME2381* NAD 83(1997) POSITION- 41 12 59.73116(N) 086 46 32.60571(W)   ADJUSTED
 ME2381  ______________________________________________________________________
 ME2381  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 ME2381  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 ME2381  HORZ ORDER      -  THIRD
 ME2381
 ME2381.The horizontal coordinates were established by classical geodetic methods
 ME2381.and adjusted by the National Geodetic Survey in May 1999.
 ME2381
 ME2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2381.GEOID18 height accuracy estimate available here.
 ME2381
 ME2381.Click photographs - Photos may exist for this station.
 ME2381
 ME2381.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2381
 ME2381. The following values were computed from the NAD 83(1997) position.
 ME2381
 ME2381;                    North         East     Units Scale Factor Converg.
 ME2381;SPC IN W     -   662,656.860   925,795.033   MT  0.99997485   +0 12 09.7
 ME2381;SPC IN W     - 2,174,066.71  3,037,379.20   sFT  0.99997485   +0 12 09.7
 ME2381;UTM  16      - 4,562,825.525   518,800.097   MT  0.99960435   +0 08 52.0
 ME2381
 ME2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1880062825(NAD 83)
 ME2381
 ME2381                          SUPERSEDED SURVEY CONTROL
 ME2381
 ME2381  NAD 83(1986)-  41 12 59.73636(N)    086 46 32.61306(W) AD(       ) 3
 ME2381  NAD 27      -  41 12 59.59400(N)    086 46 32.55100(W) AD(       ) 3
 ME2381
 ME2381.Superseded values are not recommended for survey control.
 ME2381
 ME2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2381.See file dsdata.pdf to determine how the superseded data were derived.
 ME2381
 ME2381_MARKER: 87 = DOME
 ME2381
 ME2381  HISTORY     - Date     Condition        Report By
 ME2381  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2381
 ME2381                          STATION DESCRIPTION
 ME2381
 ME2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2381'THIS IS AN INTERSECTION STATION.
 ME2381'
 ME2381'STATION IS LOCATED IN THE CENTER OF NORTH JUDSON ON THE NORTHEAST
 ME2381'CORNER OF KELLER AND
 ME2381'ADAIR STREETS.  IT IS A GREY DOME ATOP A RED BRICK BUILDING LOCATED
 ME2381'ON THE SOUTH WEST CORNER OF THE BUILDING
 ME2381'AND ABOUT 95 FEET ABOVE THE GROUND.  THE POINT OBSERVED ON WAS
 ME2381'THE BASE OF THE CROSS IN THE CENTER OF THE TOP
 ME2381'OF THE DOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1655 ***********************************************************************
 MD1655  DESIGNATION -  N MANCHESTER MUN STANDPIPE
 MD1655  PID         -  MD1655
 MD1655  STATE/COUNTY-  IN/WABASH
 MD1655  COUNTRY     -  US
 MD1655  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1655
 MD1655                         *CURRENT SURVEY CONTROL
 MD1655  ______________________________________________________________________
 MD1655* NAD 83(1997) POSITION- 41 00 11.99931(N) 085 46 11.63005(W)   ADJUSTED
 MD1655  ______________________________________________________________________
 MD1655  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 MD1655  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 MD1655  HORZ ORDER      -  THIRD
 MD1655
 MD1655.The horizontal coordinates were established by classical geodetic methods
 MD1655.and adjusted by the National Geodetic Survey in May 1999.
 MD1655
 MD1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1655.GEOID18 height accuracy estimate available here.
 MD1655
 MD1655.Click photographs - Photos may exist for this station.
 MD1655
 MD1655.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1655
 MD1655. The following values were computed from the NAD 83(1997) position.
 MD1655
 MD1655;                    North         East     Units Scale Factor Converg.
 MD1655;SPC IN E     -   638,933.475    91,315.403   MT  0.99996759   -0 04 03.8
 MD1655;SPC IN E     - 2,096,234.24    299,590.62   sFT  0.99996759   -0 04 03.8
 MD1655;UTM  16      - 4,539,855.732   603,449.436   MT  0.99973171   +0 48 25.7
 MD1655
 MD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0344939855(NAD 83)
 MD1655
 MD1655                          SUPERSEDED SURVEY CONTROL
 MD1655
 MD1655  NAD 83(1986)-  41 00 12.00310(N)    085 46 11.64144(W) AD(       ) 3
 MD1655  NAD 27      -  41 00 11.84200(N)    085 46 11.69000(W) AD(       ) 3
 MD1655
 MD1655.Superseded values are not recommended for survey control.
 MD1655
 MD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1655.See file dsdata.pdf to determine how the superseded data were derived.
 MD1655
 MD1655_MARKER: 52 = STANDPIPE TANK
 MD1655
 MD1655  HISTORY     - Date     Condition        Report By
 MD1655  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1655
 MD1655                          STATION DESCRIPTION
 MD1655
 MD1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1655'THIS IS AN INTERSECTION STATION.
 MD1655'
 MD1655'STATION IS LOCATED IN NORTH MANCHESTER ON THE NORTHWEST CORNER OF THE
 MD1655'CENTRAL HIGH
 MD1655'SCHOOL GROUNDS.  IT IS A ROUND STEEL STANDPIPE BLACK, 15 FEET IN
 MD1655'DIAMETER AND ABOUT 125 FEET
 MD1655'HIGH.  POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1656 ***********************************************************************
 MD1656  DESIGNATION -  N MANCHESTER PEABODY MEM TWR
 MD1656  PID         -  MD1656
 MD1656  STATE/COUNTY-  IN/WABASH
 MD1656  COUNTRY     -  US
 MD1656  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1656
 MD1656                         *CURRENT SURVEY CONTROL
 MD1656  ______________________________________________________________________
 MD1656* NAD 83(1997) POSITION- 41 00 21.66339(N) 085 46 32.97910(W)   ADJUSTED
 MD1656  ______________________________________________________________________
 MD1656  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 MD1656  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 MD1656  HORZ ORDER      -  THIRD
 MD1656
 MD1656.The horizontal coordinates were established by classical geodetic methods
 MD1656.and adjusted by the National Geodetic Survey in May 1999.
 MD1656
 MD1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1656.GEOID18 height accuracy estimate available here.
 MD1656
 MD1656.Click photographs - Photos may exist for this station.
 MD1656
 MD1656.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1656
 MD1656. The following values were computed from the NAD 83(1997) position.
 MD1656
 MD1656;                    North         East     Units Scale Factor Converg.
 MD1656;SPC IN E     -   639,232.193    90,816.871   MT  0.99996770   -0 04 17.8
 MD1656;SPC IN E     - 2,097,214.29    297,955.02   sFT  0.99996770   -0 04 17.8
 MD1656;UTM  16      - 4,540,146.734   602,946.520   MT  0.99973044   +0 48 11.9
 MD1656
 MD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0294640146(NAD 83)
 MD1656
 MD1656                          SUPERSEDED SURVEY CONTROL
 MD1656
 MD1656  NAD 83(1986)-  41 00 21.66719(N)    085 46 32.99055(W) AD(       ) 3
 MD1656  NAD 27      -  41 00 21.50700(N)    085 46 33.03600(W) AD(       ) 3
 MD1656
 MD1656.Superseded values are not recommended for survey control.
 MD1656
 MD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1656.See file dsdata.pdf to determine how the superseded data were derived.
 MD1656
 MD1656_MARKER: 55 = TOWER
 MD1656
 MD1656  HISTORY     - Date     Condition        Report By
 MD1656  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1656
 MD1656                          STATION DESCRIPTION
 MD1656
 MD1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1656'THIS IS AN INTERSECTION STATION.
 MD1656'
 MD1656'STATION IS LOCATED IN THE NORTHWEST SECTION OF NORTH MANCHESTER,
 MD1656'ABOUT 300 FEET
 MD1656'NORTHWEST OF THE INTERSECTION OF N. MAPLE AND W. SEVENTH STREETS ON
 MD1656'THE GROUNDS OF THE PEABODY MEMORIAL
 MD1656'HOME FOR THE AGED.  IT IS AN OCTAGON SHAPED BRICK AND LIMESTONE
 MD1656'STRUCTURE ABOUT 15 FEET IN DIAMETER AND 80
 MD1656'FEET HIGH.  POINT OBSERVED ON WAS THE APEX OF
 MD1656'THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3356 ***********************************************************************
 JZ3356  DESIGNATION -  N VERNON ID CORP MW KSO
 JZ3356  PID         -  JZ3356
 JZ3356  STATE/COUNTY-  IN/JENNINGS
 JZ3356  COUNTRY     -  US
 JZ3356  USGS QUAD   -  BUTLERVILLE (2019)
 JZ3356
 JZ3356                         *CURRENT SURVEY CONTROL
 JZ3356  ______________________________________________________________________
 JZ3356* NAD 83(1997) POSITION- 39 00 17.92691(N) 085 37 26.08507(W)   ADJUSTED
 JZ3356  ______________________________________________________________________
 JZ3356  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 JZ3356  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 JZ3356  HORZ ORDER      -  THIRD
 JZ3356
 JZ3356.The horizontal coordinates were established by classical geodetic methods
 JZ3356.and adjusted by the National Geodetic Survey in May 1999.
 JZ3356
 JZ3356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3356.GEOID18 height accuracy estimate available here.
 JZ3356
 JZ3356.Click photographs - Photos may exist for this station.
 JZ3356
 JZ3356.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3356
 JZ3356. The following values were computed from the NAD 83(1997) position.
 JZ3356
 JZ3356;                    North         East     Units Scale Factor Converg.
 JZ3356;SPC IN E     -   417,049.967   103,703.255   MT  0.99996684   +0 01 36.9
 JZ3356;SPC IN E     - 1,368,271.43    340,233.10   sFT  0.99996684   +0 01 36.9
 JZ3356;UTM  16      - 4,318,229.842   619,151.882   MT  0.99977482   +0 51 58.3
 JZ3356
 JZ3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1915118229(NAD 83)
 JZ3356
 JZ3356                          SUPERSEDED SURVEY CONTROL
 JZ3356
 JZ3356  NAD 83(1995)-  39 00 17.92502(N)    085 37 26.07356(W) AD(       ) 3
 JZ3356  NAD 83(1993)-  39 00 17.92531(N)    085 37 26.07513(W) AD(       ) 3
 JZ3356  NAD 83(1986)-  39 00 17.92588(N)    085 37 26.07801(W) AD(       ) 3
 JZ3356  NAD 27      -  39 00 17.73713(N)    085 37 26.20037(W) AD(       ) 3
 JZ3356
 JZ3356.Superseded values are not recommended for survey control.
 JZ3356
 JZ3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3356.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3356
 JZ3356_MARKER: 45 = MICROWAVE TOWER
 JZ3356
 JZ3356  HISTORY     - Date     Condition        Report By
 JZ3356  HISTORY     - 1970     FIRST OBSERVED   NGS
 JZ3356
 JZ3356                          STATION DESCRIPTION
 JZ3356
 JZ3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3356'THE STATION IS THE RED LIGHT ATOP THE NORTH VERNON, INDIANA
 JZ3356'TELEPHONE CORPORATION MICROWAVE TOWER KSO 69 THAT IS LOCATED
 JZ3356'NEAR THE INTERSECTION OF WALNUT STREET AND BUCKEYE STREET IN
 JZ3356'THE CENTRAL SECTION OF NORTH VERNON.  THE TOWER IS A FOUR
 JZ3356'LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND
 JZ3356'WHITE WITH A FAN SHAPED ANTENNA LOCATED NEAR THE TOP.  IT IS
 JZ3356'262 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1847 ***********************************************************************
 JA1847  DESIGNATION -  NANCY
 JA1847  PID         -  JA1847
 JA1847  STATE/COUNTY-  IN/SPENCER
 JA1847  COUNTRY     -  US
 JA1847  USGS QUAD   -  DALE (2019)
 JA1847
 JA1847                         *CURRENT SURVEY CONTROL
 JA1847  ______________________________________________________________________
 JA1847* NAD 83(1997) POSITION- 38 09 25.68832(N) 086 59 48.29543(W)   ADJUSTED
 JA1847* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 JA1847  ______________________________________________________________________
 JA1847  GEOID HEIGHT    -        -31.875 (meters)                     GEOID18
 JA1847  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 JA1847  HORZ ORDER      -  THIRD
 JA1847
 JA1847.The horizontal coordinates were established by classical geodetic methods
 JA1847.and adjusted by the National Geodetic Survey in May 1999.
 JA1847
 JA1847.The orthometric height was scaled from a topographic map.
 JA1847
 JA1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1847.GEOID18 height accuracy estimate available here.
 JA1847
 JA1847.Click photographs - Photos may exist for this station.
 JA1847
 JA1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1847
 JA1847. The following values were computed from the NAD 83(1997) position.
 JA1847
 JA1847;                    North         East     Units Scale Factor Converg.
 JA1847;SPC IN W     -   322,938.724   907,588.431   MT  0.99996738   +0 03 12.6
 JA1847;SPC IN W     - 1,059,508.13  2,977,646.38   sFT  0.99996738   +0 03 12.6
 JA1847;UTM  16      - 4,223,249.785   500,284.843   MT  0.99960000   +0 00 07.2
 JA1847
 JA1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1847!SPC IN W     -   0.99998242  x   0.99996738  =   0.99994980
 JA1847!UTM  16      -   0.99998242  x   0.99960000  =   0.99958243
 JA1847
 JA1847:                Primary Azimuth Mark                     Grid Az
 JA1847:SPC IN W     -  NANCY AZ MK                              219 34 51.1
 JA1847:UTM  16      -  NANCY AZ MK                              219 37 56.5
 JA1847
 JA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0028423249(NAD 83)
 JA1847
 JA1847|---------------------------------------------------------------------|
 JA1847| PID    Reference Object                     Distance      Geod. Az  |
 JA1847|                                                           dddmmss.s |
 JA1847| JA1853 DALE MUNICIPAL TANK                 APPROX. 1.3 KM 0321403.7 |
 JA1847| CG9080 NANCY RM 1                           17.035 METERS 04823     |
 JA1847| CG9079 NANCY AZ MK                                        2193803.7 |
 JA1847| CG9081 NANCY RM 2                           16.252 METERS 23026     |
 JA1847|---------------------------------------------------------------------|
 JA1847
 JA1847                          SUPERSEDED SURVEY CONTROL
 JA1847
 JA1847  NAD 83(1993)-  38 09 25.69055(N)    086 59 48.29712(W) AD(       ) 3
 JA1847  NAD 83(1986)-  38 09 25.69592(N)    086 59 48.29837(W) AD(       ) 3
 JA1847  NAD 27      -  38 09 25.49800(N)    086 59 48.29900(W) AD(       ) 3
 JA1847
 JA1847.Superseded values are not recommended for survey control.
 JA1847
 JA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1847.See file dsdata.pdf to determine how the superseded data were derived.
 JA1847
 JA1847_MARKER: DS = TRIANGULATION STATION DISK
 JA1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1847_STAMPING: NANCY 1946
 JA1847_MARK LOGO: CGS
 JA1847_PROJECTION: FLUSH
 JA1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1847+STABILITY: SURFACE MOTION
 JA1847
 JA1847  HISTORY     - Date     Condition        Report By
 JA1847  HISTORY     - 1946     MONUMENTED       CGS
 JA1847
 JA1847                          STATION DESCRIPTION
 JA1847
 JA1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1847'THE STATION IS LOCATED 0.9 MILE SOUTH ON INDIANA STATE HIGHWAY 45 FROM
 JA1847'THE JUNCTION OF STATE HIGHWAYS 45 AND 62 IN DALE, 0.1 MILE NORTH OF
 JA1847'THE JUNCTION OF STATE HIGHWAYS 45 AND 345, 33.5 FEET SOUTH OF A
 JA1847'TELEPHONE POLE, 30.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5
 JA1847'FEET NORTH OF A WITNESS POST AND IS ON THE WEST EDGE OF A CULTIVATED
 JA1847'FIELD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1847'NANCY 1946.
 JA1847'
 JA1847'REFERENCE MARK NO 1 IS 55.89 FEET NORTH OF THE STATION, 30 FEET EAST
 JA1847'OF THE CENTERLINE OF THE HIGHWAY AND 22 FEET NORTHEAST OF A TELEPHONE
 JA1847'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NANCY
 JA1847'NO 1 1946.
 JA1847'
 JA1847'REFERENCE MARK NO 2 IS 53.32 FEET SOUTH OF THE STATION, 45 FEET NORTH
 JA1847'OF A TELEPHONE POLE AND 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JA1847'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NANCY NO 2
 JA1847'1946.
 JA1847'
 JA1847'THE AZIMUTH MARK IS 0.5 MILE SOUTH ALONG HIGHWAY 45 FROM THE STATION,
 JA1847'66.5 FEET SOUTH OF A POWERLINE POLE, 26.5 FEET WEST OF THE CENTERLINE
 JA1847'OF THE HIGHWAY AND 3 FEET NORTHEAST OF STANDARD REFERENCE POST.  THE
 JA1847'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED NANCY 1946.
 JA1847'
 JA1847'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2269 ***********************************************************************
 ME2269  DESIGNATION -  NAPPANEE
 ME2269  PID         -  ME2269
 ME2269  STATE/COUNTY-  IN/ELKHART
 ME2269  COUNTRY     -  US
 ME2269  USGS QUAD   -  NAPPANEE WEST (2019)
 ME2269
 ME2269                         *CURRENT SURVEY CONTROL
 ME2269  ______________________________________________________________________
 ME2269* NAD 83(1997) POSITION- 41 26 36.32697(N) 086 01 46.60916(W)   ADJUSTED
 ME2269* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 ME2269  ______________________________________________________________________
 ME2269  GEOID HEIGHT    -        -33.738 (meters)                     GEOID18
 ME2269  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 ME2269  HORZ ORDER      -  SECOND
 ME2269
 ME2269.The horizontal coordinates were established by classical geodetic methods
 ME2269.and adjusted by the National Geodetic Survey in May 1999.
 ME2269
 ME2269.The orthometric height was scaled from a topographic map.
 ME2269
 ME2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2269.GEOID18 height accuracy estimate available here.
 ME2269
 ME2269.Click photographs - Photos may exist for this station.
 ME2269
 ME2269.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2269
 ME2269. The following values were computed from the NAD 83(1997) position.
 ME2269
 ME2269;                    North         East     Units Scale Factor Converg.
 ME2269;SPC IN E     -   687,866.026    69,669.943   MT  0.99997798   -0 14 24.8
 ME2269;SPC IN E     - 2,256,773.79    228,575.47   sFT  0.99997798   -0 14 24.8
 ME2269;UTM  16      - 4,588,437.623   581,062.069   MT  0.99968087   +0 38 32.3
 ME2269
 ME2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2269!SPC IN E     -   0.99996390  x   0.99997798  =   0.99994188
 ME2269!UTM  16      -   0.99996390  x   0.99968087  =   0.99964478
 ME2269
 ME2269:                Primary Azimuth Mark                     Grid Az
 ME2269:SPC IN E     -  NAPPANEE AZ MK                           272 20 23.8
 ME2269:UTM  16      -  NAPPANEE AZ MK                           271 27 26.7
 ME2269
 ME2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8106288437(NAD 83)
 ME2269
 ME2269|---------------------------------------------------------------------|
 ME2269| PID    Reference Object                     Distance      Geod. Az  |
 ME2269|                                                           dddmmss.s |
 ME2269| ME2272 NAPPANEE WEST TANK                  APPROX. 2.4 KM 0951153.9 |
 ME2269| MD1682 NAPPANEE EAST WATER TANK            APPROX. 2.7 KM 0953220.1 |
 ME2269| MD1681 NAPPANEE MUTSCHLER BROS STACK       APPROX. 2.7 KM 0974404.1 |
 ME2269| CM3220 NAPPANEE RM 2                        29.452 METERS 11943     |
 ME2269| CM3221 NAPPANEE RM 3                        11.364 METERS 18043     |
 ME2269| ME2280 BREMEN ST PAULS LUTH CH SPIRE       APPROX. 9.6 KM 2712712.4 |
 ME2269| ME2279 BREMEN MUNICIPAL STANDPIPE          APPROX. 9.9 KM 2714302.0 |
 ME2269| CM3218 NAPPANEE AZ MK                                     2720559.0 |
 ME2269| CM3219 NAPPANEE RM 1                        25.725 METERS 35949     |
 ME2269|---------------------------------------------------------------------|
 ME2269
 ME2269                          SUPERSEDED SURVEY CONTROL
 ME2269
 ME2269  NAD 83(1986)-  41 26 36.33047(N)    086 01 46.61732(W) AD(       ) 2
 ME2269  NAD 27      -  41 26 36.15720(N)    086 01 46.61850(W) AD(       ) 2
 ME2269
 ME2269.Superseded values are not recommended for survey control.
 ME2269
 ME2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2269.See file dsdata.pdf to determine how the superseded data were derived.
 ME2269
 ME2269_MARKER: DS = TRIANGULATION STATION DISK
 ME2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2269_STAMPING: NAPPANEE 1952
 ME2269_MARK LOGO: CGS
 ME2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2269+STABILITY: SURFACE MOTION
 ME2269
 ME2269  HISTORY     - Date     Condition        Report By
 ME2269  HISTORY     - 1952     MONUMENTED       CGS
 ME2269  HISTORY     - 1957     GOOD             CGS
 ME2269  HISTORY     - 1975     GOOD             NGS
 ME2269  HISTORY     - 1980     GOOD             IN-039
 ME2269  HISTORY     - 19950914 GOOD             USPSQD
 ME2269
 ME2269                          STATION DESCRIPTION
 ME2269
 ME2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2269'STATION IS LOCATED ABOUT 1-1/2 MILE WEST OF THE CENTER OF NAPPANEE
 ME2269'ALONG THE NORTH SIDE OF U.S.  HIGHWAY 6.  IT IS 107 FEET SOUTHEAST OF
 ME2269'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 67 FEET NORTH OF
 ME2269'THE CENTER OF THE HIGHWAY, 38 FEET NORTH OF A FENCE CORNER, 36 FEET
 ME2269'EAST OF THE EAST EDGE OF A PRIVATE DRIVE, 4 FEET NORTH OF A WHITE
 ME2269'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.  THE MARK
 ME2269'PROJECTS 2 INCHES AND THE DISK IS STAMPED NAPPANEE 1952.
 ME2269'
 ME2269'REFERENCE MARK NO. 1 IS 98 FEET EAST OF THE NORTHEAST CORNER OF THE
 ME2269'CONCRETE BLOCK BUILDING AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 ME2269'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NAPPANEE NO 1 1952.
 ME2269'
 ME2269'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 ME2269'1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  THE MARK PROJECTS 2 INCHES
 ME2269'AND THE DISK IS STAMPED NAPPANEE NO 2 1952.
 ME2269'
 ME2269'AZIMUTH MARK IS 39 FEET NORTH OF THE NORTH RAIL OF THE B. AND O.
 ME2269'RAILROAD, 31 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6, 3 FEET EAST
 ME2269'OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE
 ME2269'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NAPPANEE 1952.
 ME2269'
 ME2269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2269'HIGHWAY 19 (W. MARKET STREET AND MAIN STREET) IN NAPPANEE, GO WEST ON
 ME2269'U.S. HIGHWAY 6 (W.  MARKET STREET) FOR 1.4 MILE TO THE STATION ON THE
 ME2269'RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 ME2269'LEFT.
 ME2269'
 ME2269'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2269
 ME2269                          STATION RECOVERY (1957)
 ME2269
 ME2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2269'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2269'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 ME2269'COMPLETE.
 ME2269
 ME2269                          STATION RECOVERY (1975)
 ME2269
 ME2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2269'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 ME2269'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 ME2269'NOT FOUND AND WAS PROBABLY DESTROYED WHEN CONSTRUCTION ON A NEW
 ME2269'BUILDING WAS ERECTED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 ME2269'NO. 1 CHECKED.  IT IS 75 FEET NORTH OF THE CENTERLINE OF U.S.  HIGHWAY
 ME2269'6, 44 FEET NORTH OF POWER POLE NO. 032, 37 FEET SOUTH OF POWER POLE
 ME2269'NO. 031, 1.5 FEET WEST OF A FENCELINE, 1 FOOT WEST OF A METAL WITNESS
 ME2269'POST AND AT THE EAST EDGE OF THE SERVICE STATION LAWN.  THE MONUMENT
 ME2269'PROJECTS 6 INCHES AND THE DISK IS STAMPED NAPPANEE 1952.
 ME2269'
 ME2269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2269'HIGHWAY 19 (WEST MARKET STREET AND MAIN STREET) IN NAPPANEE, GO WEST
 ME2269'ON U.S. HIGHWAY 6 FOR 1.5 MILE TO THE STATION ON THE RIGHT AS
 ME2269'DESCRIBED.
 ME2269'
 ME2269'REFERENCE MARK 1 IS 98 FEET EAST OF THE NORTHEAST CORNER OF THE
 ME2269'SERVICE STATION, 48 FEET NORTH OF POWER POLE NO. 031, 37 FEET WEST OF
 ME2269'A METAL BUILDING AND 1.5 FEET WEST OF THE FENCELINE.  THE MONUMENT IS
 ME2269'FLUSH AND THE DISK IS STAMPED NAPPANEE NO 1 1952.
 ME2269'
 ME2269'REFERENCE MARK 3 IS 42 FEET EAST OF THE CENTERLINE OF THE SERVICE
 ME2269'STATION DRIVEWAY, 31 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6 AND 1
 ME2269'FOOT WEST OF POWER POLE NO. 030.  THE MONUMENT PROJECTS 1 INCH AND THE
 ME2269'DISK IS STAMPED NAPPANEE 1952 NO 3 1975.
 ME2269'
 ME2269'THE AZIMUTH MARK IS 40 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 ME2269'TRACKS, 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 6, 15 FEET
 ME2269'NORTHEAST OF A POWER POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 ME2269'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED NAPPANEE 1952.
 ME2269'
 ME2269'TO REACH THE AZIMUTH MARK FROM THE STATION,CONTINUE WEST ON THE
 ME2269'HIGHWAY FOR 0.3 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 ME2269'
 ME2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST OF
 ME2269'NAPPANEE.
 ME2269
 ME2269                          STATION RECOVERY (1980)
 ME2269
 ME2269'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 ME2269'NAPPANEE 1952 RECOVERED GOOD.  NAPPANEE NO. 1 1952 RECOVERED GOOD.
 ME2269'NAPPANEE NO. 2 1952 NOT FOUND.  PRESUMED DESTROYED.  AZIMUTH MARK
 ME2269'RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION FROM NEAREST
 ME2269'TOWN--1.5 MILE WEST OF NAPPANEE, INDIANA (NK 16-Y)
 ME2269
 ME2269                          STATION RECOVERY (1995)
 ME2269
 ME2269'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1681 ***********************************************************************
 MD1681  DESIGNATION -  NAPPANEE MUTSCHLER BROS STACK
 MD1681  PID         -  MD1681
 MD1681  STATE/COUNTY-  IN/ELKHART
 MD1681  COUNTRY     -  US
 MD1681  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1681
 MD1681                         *CURRENT SURVEY CONTROL
 MD1681  ______________________________________________________________________
 MD1681* NAD 83(1997) POSITION- 41 26 24.72911(N) 085 59 53.28026(W)   ADJUSTED
 MD1681  ______________________________________________________________________
 MD1681  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 MD1681  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 MD1681  HORZ ORDER      -  THIRD
 MD1681
 MD1681.The horizontal coordinates were established by classical geodetic methods
 MD1681.and adjusted by the National Geodetic Survey in May 1999.
 MD1681
 MD1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1681.GEOID18 height accuracy estimate available here.
 MD1681
 MD1681.Click photographs - Photos may exist for this station.
 MD1681
 MD1681.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1681
 MD1681. The following values were computed from the NAD 83(1997) position.
 MD1681
 MD1681;                    North         East     Units Scale Factor Converg.
 MD1681;SPC IN E     -   687,497.683    72,299.258   MT  0.99997611   -0 13 09.8
 MD1681;SPC IN E     - 2,255,565.31    237,201.82   sFT  0.99997611   -0 13 09.8
 MD1681;UTM  16      - 4,588,109.917   583,695.972   MT  0.99968621   +0 39 47.2
 MD1681
 MD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8369588109(NAD 83)
 MD1681
 MD1681                          SUPERSEDED SURVEY CONTROL
 MD1681
 MD1681  NAD 83(1986)-  41 26 24.73265(N)    085 59 53.28888(W) AD(       ) 3
 MD1681  NAD 27      -  41 26 24.55900(N)    085 59 53.29600(W) AD(       ) 3
 MD1681
 MD1681.Superseded values are not recommended for survey control.
 MD1681
 MD1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1681.See file dsdata.pdf to determine how the superseded data were derived.
 MD1681
 MD1681_MARKER: 63 = STACK
 MD1681
 MD1681  HISTORY     - Date     Condition        Report By
 MD1681  HISTORY     - 1952     FIRST OBSERVED   CGS
 MD1681  HISTORY     - 19950914 GOOD             USPSQD
 MD1681
 MD1681                          STATION DESCRIPTION
 MD1681
 MD1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1681'THE CENTER OF THE TOP OF THE MUTSCHLER BROS. AND CO. STACK IN
 MD1681'NAPPANEE WHICH IS
 MD1681'ABOUT 125 FEET HIGH MADE OF BRICK.  THE STACK IS LOCATED 150 FEET
 MD1681'EAST OF MADISON STREET AND 150 FEET
 MD1681'SOUTH OF THE B. AND O. RAILROAD.
 MD1681
 MD1681                          STATION RECOVERY (1995)
 MD1681
 MD1681'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1910 ***********************************************************************
 MD1910  DESIGNATION -  NAPPORT
 MD1910  PID         -  MD1910
 MD1910  STATE/COUNTY-  IN/ELKHART
 MD1910  COUNTRY     -  US
 MD1910  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1910
 MD1910                         *CURRENT SURVEY CONTROL
 MD1910  ______________________________________________________________________
 MD1910* NAD 83(1997) POSITION- 41 26 45.68625(N) 085 56 19.20381(W)   ADJUSTED
 MD1910* NAD 83(1997) ELLIP HT-   227.629 (meters)        (05/25/99)   ADJUSTED
 MD1910* NAVD 88 ORTHO HEIGHT -   261.0   (meters)      856.    (feet) VERTCON3
 MD1910  ______________________________________________________________________
 MD1910  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 MD1910  NAD 83(1997) X  -    339,115.049 (meters)                     COMP
 MD1910  NAD 83(1997) Y  - -4,776,094.932 (meters)                     COMP
 MD1910  NAD 83(1997) Z  -  4,199,831.261 (meters)                     COMP
 MD1910  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 MD1910  HORZ ORDER      -  THIRD
 MD1910  ELLP ORDER      -  FOURTH    CLASS I
 MD1910
 MD1910.This mark is at Nappanee Airport (C03)
 MD1910
 MD1910.The horizontal coordinates were established by GPS observations
 MD1910.and adjusted by the National Geodetic Survey in May 1999.
 MD1910
 MD1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1910
 MD1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1910.GEOID18 height accuracy estimate available here.
 MD1910
 MD1910.Click photographs - Photos may exist for this station.
 MD1910
 MD1910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1910
 MD1910.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1910
 MD1910.The ellipsoidal height was determined by GPS observations
 MD1910.and is referenced to NAD 83.
 MD1910
 MD1910. The following values were computed from the NAD 83(1997) position.
 MD1910
 MD1910;                    North         East     Units Scale Factor Converg.
 MD1910;SPC IN E     -   688,126.884    77,270.853   MT  0.99997302   -0 10 48.2
 MD1910;SPC IN E     - 2,257,629.62    253,512.79   sFT  0.99997302   -0 10 48.2
 MD1910;UTM  16      - 4,588,815.419   588,655.882   MT  0.99969673   +0 42 09.2
 MD1910
 MD1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1910!SPC IN E     -   0.99996430  x   0.99997302  =   0.99993732
 MD1910!UTM  16      -   0.99996430  x   0.99969673  =   0.99966104
 MD1910
 MD1910:                Primary Azimuth Mark                     Grid Az
 MD1910:SPC IN E     -  NAPPORT AZ MK                            089 32 46.8
 MD1910:UTM  16      -  NAPPORT AZ MK                            088 39 49.4
 MD1910
 MD1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8865588815(NAD 83)
 MD1910
 MD1910|---------------------------------------------------------------------|
 MD1910| PID    Reference Object                     Distance      Geod. Az  |
 MD1910|                                                           dddmmss.s |
 MD1910| MD1911 NAPPORT AZ MK                       APPROX. 0.7 KM 0892158.6 |
 MD1910|---------------------------------------------------------------------|
 MD1910
 MD1910                          SUPERSEDED SURVEY CONTROL
 MD1910
 MD1910  NAD 83(1986)-  41 26 45.69122(N)    085 56 19.21469(W) AD(       ) 3
 MD1910  NAD 27      -  41 26 45.53389(N)    085 56 19.23257(W) AD(       ) 3
 MD1910  NGVD 29 (02/23/89)  261.1    (m)  RAPSU86  model used  GPS OBS        
 MD1910
 MD1910.Superseded values are not recommended for survey control.
 MD1910
 MD1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1910.See file dsdata.pdf to determine how the superseded data were derived.
 MD1910
 MD1910_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1910_STAMPING: NAPPORT 1986
 MD1910_MARK LOGO: NGS
 MD1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1910+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 MD1910
 MD1910  HISTORY     - Date     Condition        Report By
 MD1910  HISTORY     - 1988     MONUMENTED       NGS
 MD1910  HISTORY     - 20040312 GOOD             INDIV
 MD1910
 MD1910                          STATION DESCRIPTION
 MD1910
 MD1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1910'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHEAST OF PLYMOUTH,
 MD1910'24.1 KM (15.00 MI) SOUTHWEST OF GOSHEN, 4.8 KM (3.00 MI) EAST OF
 MD1910'NAPPANEE AND AT THE NAPPANEE MUNCIPAL AIRPORT.  OWNERSHIP--J.B. AIR
 MD1910'SERVICE, 24751 U.S. HIGHWAY 6 EAST, NAPPANEE, IN 46550, PHONE
 MD1910'219-773-4707.  AIRPORT MANAGER IS JAMES H. BOYER.
 MD1910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND U.S.
 MD1910'HIGHWAY 6 IN NAPPANEE, GO EAST ON U.S. HIGHWAY 6 FOR 5.6 KM (3.50 MI)
 MD1910'TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.3 KM
 MD1910'(0.20 MI) TO AIRPORT OFFICE.  FROM NORTH SIDE OF OFFICE GO NORTHERLY
 MD1910'ON TAXIWAY FOR 0.06 KM (0.05 MI) TO EDGE OF RUNWAY AND THE STATION ON
 MD1910'THE RIGHT.
 MD1910'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 MD1910'STAMPED---NAPPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER THAT
 MD1910'IS FLUSH WITH THE GROUND.  LOCATED 12.1 M (39.7 FT) SOUTH FROM CENTER
 MD1910'OF RUNWAY, 8.2 M (26.9 FT) EAST FROM CENTER OF TAXIWAY AND 0.95 M
 MD1910'(3.1 FT) SOUTH FROM A BLUE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS
 MD1910'POST.
 MD1910'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1910'DESCRIBED BY D.L. ADAMS.
 MD1910
 MD1910                          STATION RECOVERY (2004)
 MD1910
 MD1910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1911 ***********************************************************************
 MD1911  DESIGNATION -  NAPPORT AZ MK
 MD1911  PID         -  MD1911
 MD1911  STATE/COUNTY-  IN/ELKHART
 MD1911  COUNTRY     -  US
 MD1911  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1911
 MD1911                         *CURRENT SURVEY CONTROL
 MD1911  ______________________________________________________________________
 MD1911* NAD 83(1997) POSITION- 41 26 45.94143(N) 085 55 48.40444(W)   ADJUSTED
 MD1911* NAD 83(1997) ELLIP HT-   227.642 (meters)        (05/25/99)   ADJUSTED
 MD1911* NAVD 88 ORTHO HEIGHT -   261.0   (meters)      856.    (feet) VERTCON3
 MD1911  ______________________________________________________________________
 MD1911  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 MD1911  NAD 83(1997) X  -    339,827.841 (meters)                     COMP
 MD1911  NAD 83(1997) Y  - -4,776,039.054 (meters)                     COMP
 MD1911  NAD 83(1997) Z  -  4,199,837.170 (meters)                     COMP
 MD1911  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 MD1911  HORZ ORDER      -  THIRD
 MD1911  ELLP ORDER      -  FOURTH    CLASS I
 MD1911
 MD1911.This mark is at Nappanee Airport (C03)
 MD1911
 MD1911.The horizontal coordinates were established by GPS observations
 MD1911.and adjusted by the National Geodetic Survey in May 1999.
 MD1911
 MD1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1911
 MD1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1911.GEOID18 height accuracy estimate available here.
 MD1911
 MD1911.Click photographs - Photos may exist for this station.
 MD1911
 MD1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1911
 MD1911.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1911
 MD1911.The ellipsoidal height was determined by GPS observations
 MD1911.and is referenced to NAD 83.
 MD1911
 MD1911. The following values were computed from the NAD 83(1997) position.
 MD1911
 MD1911;                    North         East     Units Scale Factor Converg.
 MD1911;SPC IN E     -   688,132.545    77,985.789   MT  0.99997263   -0 10 27.8
 MD1911;SPC IN E     - 2,257,648.19    255,858.38   sFT  0.99997263   -0 10 27.8
 MD1911;UTM  16      - 4,588,832.088   589,370.448   MT  0.99969829   +0 42 29.6
 MD1911
 MD1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1911!SPC IN E     -   0.99996430  x   0.99997263  =   0.99993693
 MD1911!UTM  16      -   0.99996430  x   0.99969829  =   0.99966260
 MD1911
 MD1911:                Primary Azimuth Mark                     Grid Az
 MD1911:SPC IN E     -  NAPPORT                                  269 32 46.8
 MD1911:UTM  16      -  NAPPORT                                  268 39 49.4
 MD1911
 MD1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8937088832(NAD 83)
 MD1911
 MD1911|---------------------------------------------------------------------|
 MD1911| PID    Reference Object                     Distance      Geod. Az  |
 MD1911|                                                           dddmmss.s |
 MD1911| MD1910 NAPPORT                             APPROX. 0.7 KM 2692219.0 |
 MD1911|---------------------------------------------------------------------|
 MD1911
 MD1911                          SUPERSEDED SURVEY CONTROL
 MD1911
 MD1911  NAD 83(1986)-  41 26 45.94645(N)    085 55 48.41531(W) AD(       ) 3
 MD1911  NAD 27      -  41 26 45.78902(N)    085 55 48.43430(W) AD(       ) 3
 MD1911  NGVD 29 (02/23/89)  261.2    (m)  RAPSU86  model used  GPS OBS        
 MD1911
 MD1911.Superseded values are not recommended for survey control.
 MD1911
 MD1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1911.See file dsdata.pdf to determine how the superseded data were derived.
 MD1911
 MD1911_MARKER: DZ = AZIMUTH MARK DISK
 MD1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1911_STAMPING: NAPPORT 1986
 MD1911_MARK LOGO: NGS
 MD1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1911+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MD1911
 MD1911  HISTORY     - Date     Condition        Report By
 MD1911  HISTORY     - 1988     MONUMENTED       NGS
 MD1911
 MD1911                          STATION DESCRIPTION
 MD1911
 MD1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1911'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHEAST OF PLYMOUTH,
 MD1911'24.1 KM (15.00 MI) SOUTHWEST OF GOSHEN, 4.8 KM (3.00 MI) EAST OF
 MD1911'NAPPANEE AND AT THE NAPPANEE MUNCIPAL AIRPORT.  OWNERSHIP--J.B. AIR
 MD1911'SERVICE, 24751 U.S. HIGHWAY 6 EAST, NAPPANEE, IN 46550, PHONE
 MD1911'219-773-4707.  AIRPORT MANAGER IS JAMES H. BOYER.
 MD1911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND U.S.
 MD1911'HIGHWAY 6 IN NAPPANEE, GO EAST ON U.S. HIGHWAY 6 FOR 5.6 KM (3.50 MI)
 MD1911'TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.3 KM
 MD1911'(0.20 MI) TO AIRPORT OFFICE.  FROM NORTH SIDE OF OFFICE GO NORTHERLY
 MD1911'ON TAXIWAY FOR 0.06 KM (0.05 MI) TO RUNWAY.  TURN RIGHT AND GO EAST
 MD1911'ALONG THE RUNWAY FOR 0.74 KM (0.45 MI) TO THE LAST RUNWAY MARKER
 MD1911'LIGHT AND THE STATION ON THE RIGHT.
 MD1911'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 MD1911'STAMPED---NAPPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER THAT
 MD1911'IS FLUSH WITH THE GROUND.  LOCATED 64.7 M (212.3 FT) WEST FROM THE
 MD1911'END OF RUNWAY 27, 11.9 M (39.0 FT) SOUTH FROM CENTER OF RUNWAY 27 AND
 MD1911'0.7 M (2.3 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT AND FIBERGLASS
 MD1911'WITNESS POST.
 MD1911'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1911'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2343 ***********************************************************************
 ME2343  DESIGNATION -  NAVIN
 ME2343  PID         -  ME2343
 ME2343  STATE/COUNTY-  IN/MARSHALL
 ME2343  COUNTRY     -  US
 ME2343  USGS QUAD   -  DONALDSON (2019)
 ME2343
 ME2343                         *CURRENT SURVEY CONTROL
 ME2343  ______________________________________________________________________
 ME2343* NAD 83(1997) POSITION- 41 18 23.47245(N) 086 24 49.98141(W)   ADJUSTED
 ME2343* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 ME2343  ______________________________________________________________________
 ME2343  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 ME2343  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 ME2343  HORZ ORDER      -  SECOND
 ME2343
 ME2343.The horizontal coordinates were established by classical geodetic methods
 ME2343.and adjusted by the National Geodetic Survey in May 1999.
 ME2343
 ME2343.The orthometric height was scaled from a topographic map.
 ME2343
 ME2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2343.GEOID18 height accuracy estimate available here.
 ME2343
 ME2343.Click photographs - Photos may exist for this station.
 ME2343
 ME2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2343
 ME2343. The following values were computed from the NAD 83(1997) position.
 ME2343
 ME2343;                    North         East     Units Scale Factor Converg.
 ME2343;SPC IN E     -   672,867.566    37,426.757   MT  1.00001483   -0 29 35.7
 ME2343;SPC IN E     - 2,207,566.34    122,790.95   sFT  1.00001483   -0 29 35.7
 ME2343;SPC IN W     -   672,814.418   956,060.822   MT  1.00000533   +0 26 30.9
 ME2343;SPC IN W     - 2,207,391.97  3,136,676.21   sFT  1.00000533   +0 26 30.9
 ME2343;UTM  16      - 4,572,950.267   549,064.319   MT  0.99962963   +0 23 12.8
 ME2343
 ME2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2343!SPC IN E     -   0.99996579  x   1.00001483  =   0.99998062
 ME2343!SPC IN W     -   0.99996579  x   1.00000533  =   0.99997112
 ME2343!UTM  16      -   0.99996579  x   0.99962963  =   0.99959543
 ME2343
 ME2343:                Primary Azimuth Mark                     Grid Az
 ME2343:SPC IN E     -  NAVIN AZ MK                              046 39 29.7
 ME2343:SPC IN W     -  NAVIN AZ MK                              045 43 23.1
 ME2343:UTM  16      -  NAVIN AZ MK                              045 46 41.2
 ME2343
 ME2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4906472950(NAD 83)
 ME2343
 ME2343|---------------------------------------------------------------------|
 ME2343| PID    Reference Object                     Distance      Geod. Az  |
 ME2343|                                                           dddmmss.s |
 ME2343| CM3222 NAVIN AZ MK                                        0460954.0 |
 ME2343| ME2311 CULVER MILITARY ACAD CH SPIRE       APPROX. 9.1 KM 1742105.4 |
 ME2343| ME2318 CULVER MILITARY ACADEMY TANK        APPROX. 9.1 KM 1761545.3 |
 ME2343| CM3223 NAVIN RM 1                           32.321 METERS 17818     |
 ME2343| ME2319 CULVER MUNICIPAL TANK               APPROX. 9.8 KM 1840602.9 |
 ME2343| CM3224 NAVIN RM 2                           23.811 METERS 25942     |
 ME2343|---------------------------------------------------------------------|
 ME2343
 ME2343                          SUPERSEDED SURVEY CONTROL
 ME2343
 ME2343  NAD 83(1986)-  41 18 23.47719(N)    086 24 49.98865(W) AD(       ) 2
 ME2343  NAD 27      -  41 18 23.33040(N)    086 24 49.95680(W) AD(       ) 2
 ME2343
 ME2343.Superseded values are not recommended for survey control.
 ME2343
 ME2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2343.See file dsdata.pdf to determine how the superseded data were derived.
 ME2343
 ME2343_MARKER: DS = TRIANGULATION STATION DISK
 ME2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2343_STAMPING: NAVIN 1952
 ME2343_MARK LOGO: CGS
 ME2343_PROJECTION: FLUSH
 ME2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2343+STABILITY: SURFACE MOTION
 ME2343
 ME2343  HISTORY     - Date     Condition        Report By
 ME2343  HISTORY     - 1952     MONUMENTED       CGS
 ME2343
 ME2343                          STATION DESCRIPTION
 ME2343
 ME2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2343'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PLYMOUTH ON PROPERTY
 ME2343'OWNED BY J.J.  NAVIN.  IT IS 150 FEET NORTHEAST OF THE NORTHEAST
 ME2343'CORNER OF A FRAME HOUSE, 116 FEET NORTHWEST OF A SILO, 41 FEET
 ME2343'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING AND 18 FEET
 ME2343'SOUTHWEST OF A WHITE WITNESS POST AND A FENCELINE.  THE MARK IS FLUSH
 ME2343'AND THE DISK IS STAMPED NAVIN 1952.
 ME2343'
 ME2343'REFERENCE MARK NO. 1 IS 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME2343'THE FRAME BUILDING AND 36 FEET WEST OF THE SILO.  THE MARK IS FLUSH
 ME2343'AND THE DISK IS STAMPED NAVIN NO 1 1952.
 ME2343'
 ME2343'REFERENCE MARK NO. 2 IS 7 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 ME2343'FRAME BUILDING AND 4 FEET NORTH OF THE NORTH SIDE OF THE FRAME
 ME2343'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED NAVIN NO 2 1952.
 ME2343'
 ME2343'AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 2 FEET
 ME2343'SOUTH OF A POWERLINE POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1
 ME2343'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2343'STAMPED NAVIN 1952.
 ME2343'
 ME2343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2343'HIGHWAY 17 IN PLYMOUTH, GO WEST AND SOUTH ON STATE HIGHWAY 17 FOR 6.6
 ME2343'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 1.05 MILE TO WHERE
 ME2343'HIGHWAY TURNS SHARP SOUTH AND A GRAVEL ROAD CONTINUES WEST, CONTINUE
 ME2343'WEST ON GRAVEL ROAD FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO
 ME2343'NORTH FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT INTO
 ME2343'DRIVEWAY AND GO 0.05 MILE TO J.J. NAVIN HOUSE AND THE STATION AS
 ME2343'DESCRIBED.
 ME2343'
 ME2343'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2385 ***********************************************************************
 LB2385  DESIGNATION -  NEAD
 LB2385  PID         -  LB2385
 LB2385  STATE/COUNTY-  IN/MIAMI
 LB2385  COUNTRY     -  US
 LB2385  USGS QUAD   -  ONWARD (2019)
 LB2385
 LB2385                         *CURRENT SURVEY CONTROL
 LB2385  ______________________________________________________________________
 LB2385* NAD 83(1997) POSITION- 40 42 24.85116(N) 086 07 39.34686(W)   ADJUSTED
 LB2385* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 LB2385  ______________________________________________________________________
 LB2385  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 LB2385  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB2385  HORZ ORDER      -  SECOND
 LB2385
 LB2385.The horizontal coordinates were established by classical geodetic methods
 LB2385.and adjusted by the National Geodetic Survey in May 1999.
 LB2385
 LB2385.The orthometric height was scaled from a topographic map.
 LB2385
 LB2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2385.GEOID18 height accuracy estimate available here.
 LB2385
 LB2385.Click photographs - Photos may exist for this station.
 LB2385
 LB2385.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2385
 LB2385. The following values were computed from the NAD 83(1997) position.
 LB2385
 LB2385;                    North         East     Units Scale Factor Converg.
 LB2385;SPC IN E     -   606,112.737    61,049.550   MT  0.99998533   -0 18 02.2
 LB2385;SPC IN E     - 1,988,554.87    200,293.40   sFT  0.99998533   -0 18 02.2
 LB2385;UTM  16      - 4,506,587.282   573,694.967   MT  0.99966685   +0 34 08.4
 LB2385
 LB2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2385!SPC IN E     -   0.99996869  x   0.99998533  =   0.99995402
 LB2385!UTM  16      -   0.99996869  x   0.99966685  =   0.99963555
 LB2385
 LB2385:                Primary Azimuth Mark                     Grid Az
 LB2385:SPC IN E     -  NEAD AZ MK                               184 23 42.4
 LB2385:UTM  16      -  NEAD AZ MK                               183 31 31.8
 LB2385
 LB2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7369406587(NAD 83)
 LB2385
 LB2385|---------------------------------------------------------------------|
 LB2385| PID    Reference Object                     Distance      Geod. Az  |
 LB2385|                                                           dddmmss.s |
 LB2385| CC9025 NEAD RM 2                            36.186 METERS 08058     |
 LB2385| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX. 5.8 KM 1575244.7 |
 LB2385| CC9023 NEAD AZ MK                                         1840540.2 |
 LB2385| LB2394 NEAD 2 AZ MK                        393.401 METERS 18608     |
 LB2385| LB2387 NEAD 2                               44.984 METERS 23805     |
 LB2385| CC9024 NEAD RM 1                            31.919 METERS 34106     |
 LB2385|---------------------------------------------------------------------|
 LB2385
 LB2385                          SUPERSEDED SURVEY CONTROL
 LB2385
 LB2385  NAD 83(1986)-  40 42 24.85528(N)    086 07 39.35875(W) AD(       ) 2
 LB2385  NAD 27      -  40 42 24.70710(N)    086 07 39.37530(W) AD(       ) 2
 LB2385
 LB2385.Superseded values are not recommended for survey control.
 LB2385
 LB2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2385.See file dsdata.pdf to determine how the superseded data were derived.
 LB2385
 LB2385_MARKER: DS = TRIANGULATION STATION DISK
 LB2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2385_STAMPING: NEAD 1948
 LB2385_MARK LOGO: CGS
 LB2385_PROJECTION: FLUSH
 LB2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2385+STABILITY: SURFACE MOTION
 LB2385
 LB2385  HISTORY     - Date     Condition        Report By
 LB2385  HISTORY     - 1948     MONUMENTED       CGS
 LB2385  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2385
 LB2385                          STATION DESCRIPTION
 LB2385
 LB2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2385'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PERU AND ABOUT 3 MILES
 LB2385'NORTHWEST OF BUNKER HILL IN THE WEST EDGE OF THE VILLAGE OF NEAD.
 LB2385'IT IS 74 FEET SOUTHEAST OF INTERSECTION OF U. S. HIGHWAY 31 AND
 LB2385'GRAVEL CROSSROAD, 61 FEET EAST OF CENTER OF HIGHWAY 31, 42 FEET
 LB2385'SOUTH OF CENTER OF GRAVEL ROAD, AND 19 FEET NORTHWEST OF A WHITE
 LB2385'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2385'STAMPED NEAD 1948.
 LB2385'
 LB2385'REFERENCE MARK NO. 1 IS 104.72 FEET NORTHWEST OF THE STATION.  IT IS
 LB2385'59 FEET NORTH OF CENTER OF GRAVEL ROAD AND 27 FEET EAST OF CENTER OF
 LB2385'HIGHWAY 31.  THE DISK IS SET FLUSH IN THE CENTER OF A CONCRETE
 LB2385'CULVERT WHICH PROJECTS ABOUT 1-1/2 FEET AND IS STAMPED NEAD NO 1
 LB2385'1948.
 LB2385'
 LB2385'REFERENCE MARK NO. 2 IS 118.72 FEET NORTHEAST OF THE STATION.  IT IS
 LB2385'27 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 2 FEET SOUTHWEST OF A
 LB2385'FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2385'NEAD NO 2 1948.
 LB2385'
 LB2385'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION.  IT IS 50 FEET WEST OF
 LB2385'CENTER OF HIGHWAY 31, 3 FEET SOUTH OF WHITE WITNESS POST, AND 1 FOOT
 LB2385'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 LB2385'STAMPED NEAD 1948.
 LB2385'
 LB2385'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 31 AND 24 IN
 LB2385'THE WEST SIDE OF PERU, GO SOUTH ON HIGHWAY 31 FOR 3.5 MILES TO A
 LB2385'GRAVEL CROSSROAD IN THE VILLAGE OF NEAD AND THE STATION ON LEFT OF
 LB2385'HIGHWAY AS DESCRIBED.
 LB2385'
 LB2385'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON HIGHWAY 31 FOR 0.3
 LB2385'MILE TO THE AZIMUTH MARK ON RIGHT OR WEST SIDE OF HIGHWAY AS
 LB2385'DESCRIBED.
 LB2385'
 LB2385'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2385
 LB2385                          STATION RECOVERY (1968)
 LB2385
 LB2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2385'ALL MARKS WERE FOUND IN GOOD CONDITION BUT IN THE WAY OF ROAD
 LB2385'CONSTRUCTION AND WERE DESTROYED AT THE REQUEST OF HIGHWAY, OFFICIALS
 LB2385'AFTER A NEW STATION NEAD 2 1968 WAS ESTABLISHED.  THE DISTANCE AND
 LB2385'DIRECTION TO ALL MARKS CHECKED.
 LB2385'
 LB2385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEAD.
 LB2385'
 LB2385'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2387 ***********************************************************************
 LB2387  DESIGNATION -  NEAD 2
 LB2387  PID         -  LB2387
 LB2387  STATE/COUNTY-  IN/MIAMI
 LB2387  COUNTRY     -  US
 LB2387  USGS QUAD   -  ONWARD (2019)
 LB2387
 LB2387                         *CURRENT SURVEY CONTROL
 LB2387  ______________________________________________________________________
 LB2387* NAD 83(1997) POSITION- 40 42 24.08011(N) 086 07 40.97342(W)   NO CHECK
 LB2387* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 LB2387  ______________________________________________________________________
 LB2387  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 LB2387  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 LB2387  HORZ ORDER      -  THIRD
 LB2387
 LB2387.The horizontal coordinates were established by classical geodetic methods
 LB2387.and adjusted by the National Geodetic Survey in May 1999.
 LB2387
 LB2387.No horizontal observational check was made to the station.
 LB2387
 LB2387.The orthometric height was scaled from a topographic map.
 LB2387
 LB2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2387.GEOID18 height accuracy estimate available here.
 LB2387
 LB2387.Click photographs - Photos may exist for this station.
 LB2387
 LB2387.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2387
 LB2387. The following values were computed from the NAD 83(1997) position.
 LB2387
 LB2387;                    North         East     Units Scale Factor Converg.
 LB2387;SPC IN E     -   606,089.153    61,011.244   MT  0.99998537   -0 18 03.3
 LB2387;SPC IN E     - 1,988,477.50    200,167.72   sFT  0.99998537   -0 18 03.3
 LB2387;UTM  16      - 4,506,563.128   573,657.036   MT  0.99966678   +0 34 07.3
 LB2387
 LB2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2387!SPC IN E     -   0.99996869  x   0.99998537  =   0.99995406
 LB2387!UTM  16      -   0.99996869  x   0.99966678  =   0.99963548
 LB2387
 LB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7365706563(NAD 83)
 LB2387
 LB2387|---------------------------------------------------------------------|
 LB2387| PID    Reference Object                     Distance      Geod. Az  |
 LB2387|                                                           dddmmss.s |
 LB2387| CC9026 NEAD 2 RM 3                           3.316 METERS 00613     |
 LB2387| LB2385 NEAD                                 44.984 METERS 05805     |
 LB2387| CC9027 NEAD 2 RM 4                          62.362 METERS 18017     |
 LB2387| LB2394 NEAD 2 AZ MK                        367.390 METERS 18036     |
 LB2387|---------------------------------------------------------------------|
 LB2387
 LB2387                          SUPERSEDED SURVEY CONTROL
 LB2387
 LB2387  NAD 83(1986)-  40 42 24.08424(N)    086 07 40.98531(W) AD(       ) 3
 LB2387  NAD 27      -  40 42 23.93605(N)    086 07 41.00182(W) AD(       ) 3
 LB2387
 LB2387.Superseded values are not recommended for survey control.
 LB2387
 LB2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2387.See file dsdata.pdf to determine how the superseded data were derived.
 LB2387
 LB2387_MARKER: DS = TRIANGULATION STATION DISK
 LB2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2387_STAMPING: NEAD 2 1968
 LB2387_MARK LOGO: CGS
 LB2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2387+STABILITY: SURFACE MOTION
 LB2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2387+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 LB2387
 LB2387  HISTORY     - Date     Condition        Report By
 LB2387  HISTORY     - 1968     MONUMENTED       CGS
 LB2387  HISTORY     - 1989     GOOD             USPSQD
 LB2387  HISTORY     - 20060720 GOOD             BFSINC
 LB2387
 LB2387                          STATION DESCRIPTION
 LB2387
 LB2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2387'STATION IS LOCATED AT THE WEST EDGE OF NEAD, ABOUT 300 FEET SOUTH OF
 LB2387'THE NEAD SCHOOL, 100 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 LB2387'31, 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 27 FEET
 LB2387'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 15 FEET SOUTH OF A 14 INCH
 LB2387'WALNUT TREE, 1 FOOT SOUTH OF A METAL WITNESS POST AND AT INDIANA
 LB2387'STATE HIGHWAY COMMISSION STATION 523.28.  THE MONUMENT PROJECTS
 LB2387'3 INCHES AND THE DISK IS STAMPED NEAD 2 1968.
 LB2387'
 LB2387'REFERENCE MARK 3 IS 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LB2387'52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 15 FEET
 LB2387'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 5 FEET SOUTHEAST OF THE
 LB2387'WALNUT TREE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 LB2387'IS FLUSH AND THE DISK IS STAMPED NEAD 2 NO 3 1968.
 LB2387'
 LB2387'REFERENCE MARK 4 IS 100 FEET WEST OF THE CENTERLINE AND 1 FOOT WEST
 LB2387'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LB2387'DISK IS STAMPED NEAD 2 NO 4 1968.
 LB2387'
 LB2387'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LB2387'1 FOOT SOUTH OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS
 LB2387'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED NEAD 2
 LB2387'1968.
 LB2387'
 LB2387'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 31
 LB2387'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 LB2387'
 LB2387'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2387
 LB2387                          STATION RECOVERY (1989)
 LB2387
 LB2387'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2387'RECOVERED IN GOOD CONDITION.
 LB2387
 LB2387                          STATION RECOVERY (2006)
 LB2387
 LB2387'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB2387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2394 ***********************************************************************
 LB2394  DESIGNATION -  NEAD 2 AZ MK
 LB2394  PID         -  LB2394
 LB2394  STATE/COUNTY-  IN/MIAMI
 LB2394  COUNTRY     -  US
 LB2394  USGS QUAD   -  ONWARD (2019)
 LB2394
 LB2394                         *CURRENT SURVEY CONTROL
 LB2394  ______________________________________________________________________
 LB2394* NAD 83(1997) POSITION- 40 42 12.17056(N) 086 07 41.13517(W)   NO CHECK
 LB2394* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 LB2394  ______________________________________________________________________
 LB2394  GEOID HEIGHT    -        -34.270 (meters)                     GEOID18
 LB2394  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 LB2394  HORZ ORDER      -  SECOND
 LB2394
 LB2394.The horizontal coordinates were established by classical geodetic methods
 LB2394.and adjusted by the National Geodetic Survey in May 1999.
 LB2394
 LB2394.No horizontal observational check was made to the station.
 LB2394
 LB2394.The orthometric height was scaled from a topographic map.
 LB2394
 LB2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2394.GEOID18 height accuracy estimate available here.
 LB2394
 LB2394.Click photographs - Photos may exist for this station.
 LB2394
 LB2394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2394
 LB2394. The following values were computed from the NAD 83(1997) position.
 LB2394
 LB2394;                    North         East     Units Scale Factor Converg.
 LB2394;SPC IN E     -   605,721.813    61,005.518   MT  0.99998538   -0 18 03.3
 LB2394;SPC IN E     - 1,987,272.31    200,148.94   sFT  0.99998538   -0 18 03.3
 LB2394;UTM  16      - 4,506,195.860   573,656.885   MT  0.99966678   +0 34 07.1
 LB2394
 LB2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2394!SPC IN E     -   0.99996869  x   0.99998538  =   0.99995407
 LB2394!UTM  16      -   0.99996869  x   0.99966678  =   0.99963548
 LB2394
 LB2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7365606195(NAD 83)
 LB2394
 LB2394|---------------------------------------------------------------------|
 LB2394| PID    Reference Object                     Distance      Geod. Az  |
 LB2394|                                                           dddmmss.s |
 LB2394| LB2387 NEAD 2                              367.390 METERS 00036     |
 LB2394| LB2385 NEAD                                393.401 METERS 00608     |
 LB2394|---------------------------------------------------------------------|
 LB2394
 LB2394                          SUPERSEDED SURVEY CONTROL
 LB2394
 LB2394  NAD 83(1986)-  40 42 12.17475(N)    086 07 41.14706(W) AD(       ) 2
 LB2394  NAD 27      -  40 42 12.02653(N)    086 07 41.16360(W) AD(       ) 2
 LB2394
 LB2394.Superseded values are not recommended for survey control.
 LB2394
 LB2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2394.See file dsdata.pdf to determine how the superseded data were derived.
 LB2394
 LB2394_MARKER: DZ = AZIMUTH MARK DISK
 LB2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2394_STAMPING: NEAD 2 1968
 LB2394_MARK LOGO: CGS
 LB2394_PROJECTION: PROJECTING 10 CENTIMETERS
 LB2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2394+STABILITY: SURFACE MOTION
 LB2394
 LB2394  HISTORY     - Date     Condition        Report By
 LB2394  HISTORY     - 1968     MONUMENTED       CGS
 LB2394
 LB2394                          STATION DESCRIPTION
 LB2394
 LB2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2394'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTHWEST OF PERU, 3.6 MI
 LB2394'(5.8 KM) EAST OF ONWARD AND 3.3 MI (5.3 KM) NORTH-NORTHWEST OF BUNKER
 LB2394'HILL.
 LB2394'
 LB2394'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 24 IN THE WEST SIDE
 LB2394'OF PERU, GO SOUTH ON HIGHWAY 31 FOR 3.5 MI (5.6 KM) TO A GRAVEL
 LB2394'CROSSROAD IN THE VILLAGE OF NEAD.  CONTINUE SOUTH ON HIGHWAY 31 FOR
 LB2394'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT (WEST) SIDE OF THE HIGHWAY.
 LB2394'
 LB2394'IT IS 50 FT (15.2 M) WEST OF THE CENTER OF HIGHWAY 31, 3 FT (0.9 M)
 LB2394'SOUTH OF A WHITE WITNESS POST AND 1 FT (0.3 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7590 ***********************************************************************
 DR7590  DESIGNATION -  NEAL C 378
 DR7590  PID         -  DR7590
 DR7590  STATE/COUNTY-  IN/LAGRANGE
 DR7590  COUNTRY     -  US
 DR7590  USGS QUAD   -  STROH (2019)
 DR7590
 DR7590                         *CURRENT SURVEY CONTROL
 DR7590  ______________________________________________________________________
 DR7590* NAD 83(1986) POSITION- 41 36 11.49   (N) 085 14 04.54   (W)   HD_HELD1
 DR7590* NAVD 88 ORTHO HEIGHT -   285.046 (meters)      935.19  (feet) ADJUSTED
 DR7590  ______________________________________________________________________
 DR7590  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 DR7590  DYNAMIC HEIGHT  -        284.935 (meters)      934.82  (feet) COMP
 DR7590  MODELED GRAVITY -    980,227.5   (mgal)                       NAVD 88
 DR7590
 DR7590  VERT ORDER      -  SECOND    CLASS I
 DR7590
 DR7590.The horizontal coordinates were determined by differentially corrected
 DR7590.hand held GPS observations or other comparable positioning techniques
 DR7590.and have an estimated accuracy of +/- 3 meters.
 DR7590
 DR7590.The orthometric height was determined by differential leveling and
 DR7590.adjusted by the NATIONAL GEODETIC SURVEY
 DR7590.in March 2022.
 DR7590
 DR7590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7590.GEOID18 height accuracy estimate available here.
 DR7590
 DR7590.Click photographs - Photos may exist for this station.
 DR7590
 DR7590.The dynamic height is computed by dividing the NAVD 88
 DR7590.geopotential number by the normal gravity value computed on the
 DR7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7590.degrees latitude (g = 980.6199 gals.).
 DR7590
 DR7590.The modeled gravity was interpolated from observed gravity values.
 DR7590
 DR7590;                    North         East    Units  Estimated Accuracy
 DR7590;SPC IN E     -   705,636.4     136,017.9     MT  (+/- 3 meters HH1 GPS) 
 DR7590
 DR7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4711407225(NAD 83)
 DR7590
 DR7590                          SUPERSEDED SURVEY CONTROL
 DR7590
 DR7590.No superseded survey control is available for this station.
 DR7590
 DR7590_MARKER: F = FLANGE-ENCASED ROD
 DR7590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7590_STAMPING: NEAL C 378 2018
 DR7590_MARK LOGO: NONE
 DR7590_PROJECTION: RECESSED 8 CENTIMETERS
 DR7590_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7590+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DR7590_ROD/PIPE-DEPTH: 20.1 meters
 DR7590_SLEEVE-DEPTH  : 0.9 meters
 DR7590
 DR7590  HISTORY     - Date     Condition        Report By
 DR7590  HISTORY     - 20180806 MONUMENTED       INDOT
 DR7590
 DR7590                          STATION DESCRIPTION
 DR7590
 DR7590'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7590'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF WOLCOTTVILLE,
 DR7590'6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF MONGO AND 2.4 MI (3.9 KM) NORTHWEST
 DR7590'OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7590'
 DR7590'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7590'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.77 MI (4.46 KM) ALONG STATE ROAD 3
 DR7590'TO COUNTY ROAD EAST 275 SOUTH.  TURN LEFT (EAST) AND TRAVEL 1.96 MI
 DR7590'(3.15 KM) TO THE MONUMENT ON THE LEFT (NORTH) SIDE OF THE ROAD,
 DR7590'LOCATED EAST OF TURKEY CREEK.
 DR7590'
 DR7590'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED NORTH OF THE EAST
 DR7590'END OF THE NORTH METAL GUARD RAIL, 17.5 FT (5.3 M) SOUTHEAST OF THE
 DR7590'EAST FACE OF POWER POLE 18709, 71.0 FT (21.6 M) NORTHWEST OF THE
 DR7590'NORTHWEST CORNER OF AN 8-INCH (20 CM) SQUARE WOODEN FENCE POST AND
 DR7590'70.1 FT (21.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE FIRST WOOD
 DR7590'GUARDRAIL POST ON THE SOUTHWEST END OF THE BRIDGE.
 DR7590'
 DR7590'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7590'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1949 ***********************************************************************
 JA1949  DESIGNATION -  NEAL RESET
 JA1949  PID         -  JA1949
 JA1949  STATE/COUNTY-  IN/KNOX
 JA1949  COUNTRY     -  US
 JA1949  USGS QUAD   -  IONA (2019)
 JA1949
 JA1949                         *CURRENT SURVEY CONTROL
 JA1949  ______________________________________________________________________
 JA1949* NAD 83(1997) POSITION- 38 34 31.06707(N) 087 29 50.73433(W)   ADJUSTED
 JA1949* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 JA1949  ______________________________________________________________________
 JA1949  GEOID HEIGHT    -        -31.734 (meters)                     GEOID18
 JA1949  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 JA1949  HORZ ORDER      -  SECOND
 JA1949
 JA1949.The horizontal coordinates were established by classical geodetic methods
 JA1949.and adjusted by the National Geodetic Survey in May 1999.
 JA1949
 JA1949.The orthometric height was scaled from a topographic map.
 JA1949
 JA1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1949.GEOID18 height accuracy estimate available here.
 JA1949
 JA1949.Click photographs - Photos may exist for this station.
 JA1949
 JA1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1949
 JA1949. The following values were computed from the NAD 83(1997) position.
 JA1949
 JA1949;                    North         East     Units Scale Factor Converg.
 JA1949;SPC IN W     -   369,432.216   863,916.302   MT  0.99998269   -0 15 29.5
 JA1949;SPC IN W     - 1,212,045.53  2,834,365.40   sFT  0.99998269   -0 15 29.5
 JA1949;UTM  16      - 4,269,765.769   456,670.563   MT  0.99962312   -0 18 36.6
 JA1949
 JA1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1949!SPC IN W     -   0.99997864  x   0.99998269  =   0.99996133
 JA1949!UTM  16      -   0.99997864  x   0.99962312  =   0.99960177
 JA1949
 JA1949:                Primary Azimuth Mark                     Grid Az
 JA1949:SPC IN W     -  NEAL AZ MK                               187 30 27.6
 JA1949:UTM  16      -  NEAL AZ MK                               187 33 34.7
 JA1949
 JA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5667069765(NAD 83)
 JA1949
 JA1949|---------------------------------------------------------------------|
 JA1949| PID    Reference Object                     Distance      Geod. Az  |
 JA1949|                                                           dddmmss.s |
 JA1949| CG9083 NEAL RM 1                            22.936 METERS 08140     |
 JA1949| CG9085 NEAL RM 3                            30.791 METERS 14810     |
 JA1949| CG9082 NEAL AZ MK                                         1871458.1 |
 JA1949| CG9084 NEAL RM 2                            27.868 METERS 20515     |
 JA1949| CG9086 NEAL RM 4                            28.014 METERS 21028     |
 JA1949|---------------------------------------------------------------------|
 JA1949
 JA1949                          SUPERSEDED SURVEY CONTROL
 JA1949
 JA1949  NAD 83(1986)-  38 34 31.07601(N)    087 29 50.73458(W) AD(       ) 2
 JA1949  NAD 27      -  38 34 30.90428(N)    087 29 50.65613(W) AD(       ) 2
 JA1949
 JA1949.Superseded values are not recommended for survey control.
 JA1949
 JA1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1949.See file dsdata.pdf to determine how the superseded data were derived.
 JA1949
 JA1949_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1949_STAMPING: NEAL 1967 1975
 JA1949_MARK LOGO: NGS
 JA1949_PROJECTION: PROJECTING
 JA1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1949+STABILITY: SURFACE MOTION
 JA1949
 JA1949  HISTORY     - Date     Condition        Report By
 JA1949  HISTORY     - 1968     MONUMENTED       CGS
 JA1949  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JA1949
 JA1949                          STATION DESCRIPTION
 JA1949
 JA1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1949'THE STATION IS LOCATED ABOUT 7 1/2 MILES SOUTH OF VINCENNES, 4 MILES
 JA1949'NORTH OF DECKER AND ON PROPERTY OWNED BY MR. MARION NEAL.
 JA1949'
 JA1949'TO REACH THE STATION FROM THE POST OFFICE IN DECKER, GO NORTH ON A
 JA1949'PAVED STREET FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST AND
 JA1949'NORTH AND EAST ON STATE HIGHWAY 241 FOR 2.55 MILES TO A CROSSROAD.
 JA1949'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.65 MILE TO A T
 JA1949'INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON A PAVED ROAD FOR
 JA1949'1.65 MILES TO A REVERSE Y FORK.  KEEP LEFT AND CONTINUE NORTH AND WEST
 JA1949'ON THE PAVED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1949'CONTINUE ON PAVED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 JA1949'RIGHT AND GO EAST ON THE DRIVE FOR 0.2 MILE TO THE STATION ON THE LEFT
 JA1949'AS DESCRIBED.
 JA1949'
 JA1949'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA1949'
 JA1949'STATION MARK, STAMPED NEAL 1967 PROJECTS 2 INCHES.  IT IS 33 FEET WEST
 JA1949'OF THE CENTER OF A GATE, 3.7 FEET WEST OF A METAL WITNESS POST AND 1
 JA1949'FOOT SOUTH OF A FENCE.
 JA1949'
 JA1949'RM NO 1, STAMPED NEAL NO 1 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA1949'IT IS 17 FEET NORTHWEST OF A FENCE CORNER, 1.6 FEET NORTH OF A METAL
 JA1949'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 JA1949'
 JA1949'RM NO 2, STAMPED NEAL NO 2 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA1949'IT IS 21 FEET SOUTH OF A 36-INCH TREE, 21 FEET SOUTHWEST OF THE CENTER
 JA1949'OF A GATE AND 1 FOOT EAST OF A FENCE.
 JA1949'
 JA1949'AZIMUTH MARK, STAMPED NEAL 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA1949'IT IS 21 FEET WEST OF THE CENTER OF A PAVED ROAD, 4.5 FEET NORTHWEST
 JA1949'OF A 14-INCH WALNUT TREE, 2.2 FEET SOUTH OF A METAL WITNESS POST AND
 JA1949'1.1 FEET EAST OF A FENCE.
 JA1949'
 JA1949'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1949
 JA1949                          STATION RECOVERY (1975)
 JA1949
 JA1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JA1949'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JA1949'REFERENCE MARK 1 WAS FOUND LOOSE IN THE GROUND AND REFERENCE MARK 2
 JA1949'WAS NOT FOUND.  IT IS POSSIBLE THAT RM 2 IS STILL INTACT BUT DUE TO
 JA1949'THE CATTLE IN FEED LOT A PRECISE MEASUREMENT WAS HARD TO GET.  THE
 JA1949'STATION SURFACE MARK WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.
 JA1949'THE POINT WAS PLUMBED AND HELD AND THE NEW SURFACE MARK WAS SET.
 JA1949'
 JA1949'THE STATION IS LOCATED 4 MILES NORTH OF DECKER AND ON PROPERTY OWNED
 JA1949'BY MR. MARION NEAL.  IT IS 121 FEET NORTH OF THE CENTER OF A GATE, 92
 JA1949'FEET NORTHEAST OF A 36 INCH TREE, 84 FEET WEST OF THE NORTHWEST CORNER
 JA1949'OF A BARN, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND IN A FEED LOT.
 JA1949'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NEAL 1967 1975.
 JA1949'
 JA1949'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 41 AND STATE
 JA1949'HIGHWAY 441 AT THE SOUTH EDGE OF VINCENNES, GO SOUTH ON PAVED ROAD FOR
 JA1949'1.3 MILES TO RAILROAD TRACK.  CONTINUE AHEAD ON PAVED ROAD FOR 1.45
 JA1949'MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 2.4 MILE TO A Y
 JA1949'INTERSECTION.  BEAR RIGHT ON MAIN TRAVELED ROAD AND GO IN A SOUTHERLY
 JA1949'DIRECTION FOR 0.7 MILE TO A CROSSROADS.  CONTINUE AHEAD FOR 0.55 MILE
 JA1949'TO A SIDE ROAD LEFT AND A CHURCH ON THE LEFT.  TURN LEFT, NORTH, AND
 JA1949'GO ON A GRAVELED DRIVEWAY FOR 0.2 MILE AND THE STATION AS DESCRIBED.
 JA1949'
 JA1949'REFERENCE MARK 3 IS 54 FEET NORTH OF THE CENTER OF THE GATE, 46 FEET
 JA1949'WEST OF THE CENTERLINE OF THE DRIVEWAY, 18 FEET NORTH OF A 12 INCH
 JA1949'TREE, 8 FEET SOUTH OF AN ADDITION TO THE BARN AND 1 FOOT EAST OF
 JA1949'FENCELINE.  THE MONUMENT IS A PRE-CAST 3 FOOT ALUMINUM TYPE.  THE DISK
 JA1949'IS STAMPED NEAL NO 3 1967 1975.
 JA1949'
 JA1949'REFERENCE MARK 4 IS 71 FEET WEST OF THE CENTER OF THE GATE, 17 FEET
 JA1949'NORTH OF THE CENTERLINE OF THE DRIVEWAY, 11 FEET EAST OF THE 36 INCH
 JA1949'TREE AND 1 FOOT SOUTH OF A FENCELINE.  THE MONUMENT PROJECTS 1 INCH
 JA1949'AND THE DISK IS STAMPED NEAL NO 4 1967 1975.
 JA1949'
 JA1949'TO REACH THE AZIMUTH MARK FROM THE CHURCH MENTIONED ABOVE, CONTINUE
 JA1949'SOUTHEAST ON THE PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 JA1949'
 JA1949'AZIMUTH MARK, IS A STANDARD DISK STAMPED NEAL 1967.  IT IS 21 FEET
 JA1949'WEST OF THE CENTERLINE OF A PAVED ROAD, 4 FEET NORTHWEST OF A 14 INCH
 JA1949'WALNUT TREE, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A
 JA1949'FENCE LINE AND IS FLUSH WITH THE GROUND.
 JA1949'
 JA1949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES S OF
 JA1949'VINCENNES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2050 ***********************************************************************
 LA2050  DESIGNATION -  NEFF
 LA2050  PID         -  LA2050
 LA2050  STATE/COUNTY-  IN/HUNTINGTON
 LA2050  COUNTRY     -  US
 LA2050  USGS QUAD   -  HUNTINGTON (2019)
 LA2050
 LA2050                         *CURRENT SURVEY CONTROL
 LA2050  ______________________________________________________________________
 LA2050* NAD 83(1997) POSITION- 40 56 37.32113(N) 085 28 11.23470(W)   ADJUSTED
 LA2050* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 LA2050  ______________________________________________________________________
 LA2050  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 LA2050  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 LA2050  HORZ ORDER      -  FIRST
 LA2050
 LA2050.The horizontal coordinates were established by classical geodetic methods
 LA2050.and adjusted by the National Geodetic Survey in May 1999.
 LA2050
 LA2050.The orthometric height was scaled from a topographic map.
 LA2050
 LA2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2050.GEOID18 height accuracy estimate available here.
 LA2050
 LA2050.Click photographs - Photos may exist for this station.
 LA2050
 LA2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2050
 LA2050. The following values were computed from the NAD 83(1997) position.
 LA2050
 LA2050;                    North         East     Units Scale Factor Converg.
 LA2050;SPC IN E     -   632,324.800   116,578.011   MT  0.99997005   +0 07 44.5
 LA2050;SPC IN E     - 2,074,552.28    382,473.02   sFT  0.99997005   +0 07 44.5
 LA2050;UTM  16      - 4,533,634.591   628,804.858   MT  0.99980420   +1 00 10.5
 LA2050
 LA2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2050!SPC IN E     -   0.99996501  x   0.99997005  =   0.99993506
 LA2050!UTM  16      -   0.99996501  x   0.99980420  =   0.99976921
 LA2050
 LA2050:                Primary Azimuth Mark                     Grid Az
 LA2050:SPC IN E     -  NEFF AZ MK                               347 50 23.5
 LA2050:UTM  16      -  NEFF AZ MK                               346 57 57.5
 LA2050
 LA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2880433634(NAD 83)
 LA2050
 LA2050|---------------------------------------------------------------------|
 LA2050| PID    Reference Object                     Distance      Geod. Az  |
 LA2050|                                                           dddmmss.s |
 LA2050| CC9033 NEFF RM 1                            32.662 METERS 03506     |
 LA2050| LA2047 HUNTINGTON PUB SER CO STACK         APPROX. 7.4 KM 1973750.4 |
 LA2050| LA2053 HUNTINGTON ST MARYS CATH DOME       APPROX. 6.9 KM 2002352.0 |
 LA2050| LA2052 HUNTINGTON ST PETER CH SPIRE        APPROX. 7.0 KM 2003338.5 |
 LA2050| LA2171 HUNTINGTON MUNICIPAL STANDPIPE      APPROX. 7.0 KM 2051102.9 |
 LA2050| CC9034 NEFF RM 2                            28.212 METERS 32500     |
 LA2050| CC9032 NEFF AZ MK                                         3475808.0 |
 LA2050|---------------------------------------------------------------------|
 LA2050
 LA2050                          SUPERSEDED SURVEY CONTROL
 LA2050
 LA2050  NAD 83(1995)-  40 56 37.32262(N)    085 28 11.24343(W) AD(       ) 1
 LA2050  NAD 83(1986)-  40 56 37.32402(N)    085 28 11.24761(W) AD(       ) 1
 LA2050  NAD 27      -  40 56 37.15260(N)    085 28 11.33110(W) AD(       ) 1
 LA2050
 LA2050.Superseded values are not recommended for survey control.
 LA2050
 LA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2050.See file dsdata.pdf to determine how the superseded data were derived.
 LA2050
 LA2050_MARKER: DS = TRIANGULATION STATION DISK
 LA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2050_STAMPING: NEFF 1946
 LA2050_MARK LOGO: CGS
 LA2050_PROJECTION: FLUSH
 LA2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2050+STABILITY: SURFACE MOTION
 LA2050
 LA2050  HISTORY     - Date     Condition        Report By
 LA2050  HISTORY     - 1946     MONUMENTED       CGS
 LA2050  HISTORY     - 1947     GOOD             CGS
 LA2050  HISTORY     - 1948     GOOD             CGS
 LA2050
 LA2050                          STATION DESCRIPTION
 LA2050
 LA2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA2050'THIS STATION IS LOCATED ABOUT 4 MILES NORTH OF THE JUNCTION OF U.S.
 LA2050'HIGHWAY 24 AND STATE HIGHWAY 9, ON THE PROPERTY OF J.Q. NEFF.
 LA2050'
 LA2050'IT IS APPROXIMATELY 250 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LA2050'9, 15 FEET NORTH OF A FENCELINE AND 40 FEET EAST OF A FENCELINE.  THE
 LA2050'MARK IS FLUSH AND THE DISK IS STAMPED NEFF 1946.
 LA2050'
 LA2050'REFERENCE MARK NO. 1 IS 107.16 FEET NORTHEAST OF THE STATION.  IT IS 1
 LA2050'FOOT SOUTH OF A RAIL FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 LA2050'DISK IS STAMPED NEFF NO 1 1946.
 LA2050'
 LA2050'REFERENCE MARK NO. 2 IS 92.56 FEET NORTHWEST OF THE STATION.  IT IS 1
 LA2050'FOOT SOUTH OF A RAIL FENCELINE, AND 25 FEET EAST OF A BARN.  THE MARK
 LA2050'PROJECTS 6 INCHES AND THE DISK IS STAMPED NEFF NO 2 1946.
 LA2050'
 LA2050'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION.  IT
 LA2050'IS 31 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 41 FEET
 LA2050'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH THE MARK IS FLUSH AND
 LA2050'THE DISK IS STAMPED NEFF 1946.
 LA2050'
 LA2050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24 AND
 LA2050'STATE HIGHWAY 9, ON THE NORTH EDGE OF HUNTINGTON, GO NORTH ON STATE
 LA2050'HIGHWAY 9 FOR 3.8 MILES TO A FARMHOUSE AND A BARN ON THE RIGHT.  THE
 LA2050'STATION IS LOCATED IN THE BARNYARD EAST OF THE BARN.
 LA2050'
 LA2050'TO REACH THE AZIMUTH FROM THE STATION, GO BACK THROUGH THE BARNYARD,
 LA2050'TURN RIGHT ON STATE HIGHWAY 9 FOR 0.25 MILE TO A CROSSROAD.  TURN
 LA2050'RIGHT AT THE CROSSRAOD TO THE AZIMUTH ON THE LEFT AS DESCRIBED.
 LA2050'
 LA2050'NOTE-DUE TO AN ECCENTRIC SET-UP, THE DIRECTION TO THE AZIMUTH MARK AND
 LA2050'REFERENCE MARKS WERE NOT TAKEN.
 LA2050'
 LA2050'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2050
 LA2050                          STATION RECOVERY (1947)
 LA2050
 LA2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2050'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1946.  DUE TO AN
 LA2050'ECCENTRIC SET UP IN 1946 THE DIRECTION TO THE MARKS WERE NOT TAKEN.  A
 LA2050'COMPLETE NEW DESCRIPTION FOLLOWS.
 LA2050'
 LA2050'STATION IS LOCATED 3.8 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 24
 LA2050'AND STATE HIGHWAY 9 IN HUNTINGTON, ON HIGHWAY 9 AND PROPERTY OWNED BY
 LA2050'J.Q. NEFF.  IT IS 15 FEET NORTH OF THE NORTH LANE FENCE AND 78 FEET
 LA2050'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BARN.  THE MARK IS FLUSH
 LA2050'WITH THE GROUND AND THE DISK IS STAMPED NEFF 1946.  (NOTE 1A, 7A)
 LA2050'
 LA2050'REFERENCE MARK NO. 1 IS 107.16 FEET NORTHEAST OF THE STATION.  IT IS
 LA2050'ONE FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LA2050'DISK IS STAMPED NEFF NO 1 1946.  (NOTE 11A)
 LA2050'
 LA2050'REFERENCE MARK NO. 2 IS 92.56 FEET NORTHWEST OF THE STATION.  IT IS 33
 LA2050'FEET EAST OF THE NORTHEAST CORNER OF THE LARGE BARN, 16 FEET SOUTHEAST
 LA2050'OF A FENCE CORNER AND 16 FEET SOUTH OF A FENCE LINE.  THE MARK
 LA2050'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NEFF NO 2 1946.
 LA2050'(NOTE 11A)
 LA2050'
 LA2050'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION.  IT IS 41 FEET
 LA2050'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 31 FEET NORTH OF
 LA2050'THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 LA2050'STAMPED NEFF 1946.  (NOTE 11A)
 LA2050'
 LA2050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 LA2050'HIGHWAY 24 IN THE NORTH END OF HUNTINGTON, GO NORTH ON HIGHWAY 9 FOR
 LA2050'3.8 MILES TO THE NEFF FARM ON THE RIGHT AND STATION AS DESCRIBED.
 LA2050'CONTINUED STRAIGHT AHEAD 0.25 MILE TO CROSSROAD, TURN RIGHT AND GO
 LA2050'ABOUT 50 YARDS TO THE AZIMUTH MARK AS DESCRIBED.
 LA2050'
 LA2050'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2050
 LA2050                          STATION RECOVERY (1948)
 LA2050
 LA2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2050'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LA2050'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO AZIMUTH MARK, REFERENCE
 LA2050'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE CHECKED.  STATION, AZIMUTH
 LA2050'AND REFERENCE MARKS ARE DESCRIBED IN NOTES 1A, 7A AND 11A.  OLD
 LA2050'DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 LA2050'
 LA2050'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2298 ***********************************************************************
 ME2298  DESIGNATION -  NELLANS
 ME2298  PID         -  ME2298
 ME2298  STATE/COUNTY-  IN/MARSHALL
 ME2298  COUNTRY     -  US
 ME2298  USGS QUAD   -  RUTLAND (2019)
 ME2298
 ME2298                         *CURRENT SURVEY CONTROL
 ME2298  ______________________________________________________________________
 ME2298* NAD 83(1997) POSITION- 41 10 20.77248(N) 086 17 21.07601(W)   ADJUSTED
 ME2298* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 ME2298  ______________________________________________________________________
 ME2298  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 ME2298  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 ME2298  HORZ ORDER      -  SECOND
 ME2298
 ME2298.The horizontal coordinates were established by classical geodetic methods
 ME2298.and adjusted by the National Geodetic Survey in May 1999.
 ME2298
 ME2298.The orthometric height was scaled from a topographic map.
 ME2298
 ME2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2298.GEOID18 height accuracy estimate available here.
 ME2298
 ME2298.Click photographs - Photos may exist for this station.
 ME2298
 ME2298.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2298
 ME2298. The following values were computed from the NAD 83(1997) position.
 ME2298
 ME2298;                    North         East     Units Scale Factor Converg.
 ME2298;SPC IN E     -   657,894.451    47,762.413   MT  1.00000024   -0 24 35.4
 ME2298;SPC IN E     - 2,158,442.04    156,700.52   sFT  1.00000024   -0 24 35.4
 ME2298;UTM  16      - 4,558,142.960   559,624.532   MT  0.99964375   +0 28 04.7
 ME2298
 ME2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2298!SPC IN E     -   0.99996247  x   1.00000024  =   0.99996271
 ME2298!UTM  16      -   0.99996247  x   0.99964375  =   0.99960624
 ME2298
 ME2298:                Primary Azimuth Mark                     Grid Az
 ME2298:SPC IN E     -  NELLANS AZ MK                            093 54 59.0
 ME2298:UTM  16      -  NELLANS AZ MK                            093 02 18.9
 ME2298
 ME2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5962458142(NAD 83)
 ME2298
 ME2298|---------------------------------------------------------------------|
 ME2298| PID    Reference Object                     Distance      Geod. Az  |
 ME2298|                                                           dddmmss.s |
 ME2298| ME2296 ARGOS MUNICIPAL TANK                APPROX. 7.9 KM 0264000.4 |
 ME2298| CM3226 NELLANS RM 1                         25.990 METERS 03016     |
 ME2298| ME0356 J 176                                10.702 METERS 08541     |
 ME2298| CM3227 NELLANS RM 2                         32.949 METERS 08846     |
 ME2298| AH9799 NELLANS AZ MK                                      0933023.6 |
 ME2298|---------------------------------------------------------------------|
 ME2298
 ME2298                          SUPERSEDED SURVEY CONTROL
 ME2298
 ME2298  NAD 83(1986)-  41 10 20.77844(N)    086 17 21.08463(W) AD(       ) 2
 ME2298  NAD 27      -  41 10 20.62770(N)    086 17 21.07210(W) AD(       ) 2
 ME2298
 ME2298.Superseded values are not recommended for survey control.
 ME2298
 ME2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2298.See file dsdata.pdf to determine how the superseded data were derived.
 ME2298
 ME2298_MARKER: DS = TRIANGULATION STATION DISK
 ME2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2298_STAMPING: NELLANS 1952
 ME2298_MARK LOGO: CGS
 ME2298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2298+STABILITY: SURFACE MOTION
 ME2298
 ME2298  HISTORY     - Date     Condition        Report By
 ME2298  HISTORY     - 1952     MONUMENTED       CGS
 ME2298  HISTORY     - 1975     GOOD             NGS
 ME2298  HISTORY     - 1984     GOOD             USPSQD
 ME2298  HISTORY     - 19850321 GOOD             NGS
 ME2298
 ME2298                          STATION DESCRIPTION
 ME2298
 ME2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2298'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ROCHESTER, ABOUT 7 MILES
 ME2298'NORTHEAST OF DELONG AND ABOUT 5 MILES SOUTHWEST OF ARGOS ON HIGHWAY
 ME2298'PROPERTY.
 ME2298'
 ME2298'IT IS 65 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 110 AND A
 ME2298'GRAVEL ROAD NORTH, 59 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 38
 ME2298'FEET NORTH OF THE CENTER OF THE HIGHWAY, 15 FEET NORTHWEST OF A
 ME2298'CONCRETE CULVERT, 4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET
 ME2298'SOUTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2298'STAMPED NELLANS 1952.
 ME2298'
 ME2298'REFERENCE MARK NO. 1 IS 12 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME2298'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME2298'DISK IS STAMPED NELLANS NO 1 1952.
 ME2298'
 ME2298'BENCH MARK J 176 WAS USED AS A REFERENCE MARK.  IT IS 41 FEET NORTH OF
 ME2298'THE CENTER OF THE HIGHWAY, 23 FEET WEST OF THE CENTER OF THE GRAVEL
 ME2298'ROAD AND 1 FOOT NORTHEAST OF THE NORTHWEST END OF A CONCRETE CULVERT
 ME2298'ABUTMENT.  THE MARK IS A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH
 ME2298'MARK DISK SET FLUSH IN A DRILL HOLE IN THE ABUTMENT AND IS STAMPED J
 ME2298'176 1946.
 ME2298'
 ME2298'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 110, 1.8
 ME2298'FEET NORTH OF A POWERLINE POLE, 1.6 FEET WEST OF A WHITE WITNESS POST
 ME2298'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 12 INCHES AND THE
 ME2298'DISK IS STAMPED NELLANS 1952.
 ME2298'
 ME2298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND U.S.
 ME2298'HIGHWAY 31 WHICH IS ABOUT 4 1/2 MILES SOUTH OF ARGOS, GO WEST ON STATE
 ME2298'HIGHWAY 110 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 ME2298'FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE STATION IN THE NORTHWEST
 ME2298'ANGLE.
 ME2298'
 ME2298'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2298
 ME2298                          STATION RECOVERY (1975)
 ME2298
 ME2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2298'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2298'GOOD CONDITION.  BM J 176 WAS NOT FOUND AND SHOULD BE ASSUMED
 ME2298'DESTROYED AS THE ABUTMENT IS NOW CRUMBLING AWAY.  THE DISTANCE AND
 ME2298'DIRECTION TO REFERENCE MARK 1 WAS VERIFIED.  DUE TO SOME ROAD CHANGES
 ME2298'A NEW DESCRIPTION FOLLOWS.
 ME2298'
 ME2298'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 110, 57
 ME2298'FEET WEST OF THE CENTERLINE OF S MAPLE RD., 38 FEET NORTH OF THE
 ME2298'CENTERLINE OF HIGHWAY 110, 2 FEET SOUTH OF A FENCELINE AND 1 FOOT EAST
 ME2298'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ME2298'IS STAMPED NELLANS 1952.
 ME2298'
 ME2298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2298'HIGHWAY 110 ABOUT 3 MILES SOUTHWEST OF ARGOS, GO WEST ON HIGHWAY 110
 ME2298'FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE
 ME2298'HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE STATION IN THE
 ME2298'NORTHWEST ANGLE AS DESCRIBED.
 ME2298'
 ME2298'REFERENCE MARK 1 IS 35 FEET NORTH OF A CORNER FENCE POST, 12 FEET WEST
 ME2298'OF THE CENTERLINE OF S MAPLE RD. AND 1 FOOT EAST OF A FENCELINE.  THE
 ME2298'MONUMENT IS FLUSH AND THE DISK IS STAMPED NELLANS NO 1 1952.
 ME2298'
 ME2298'REFERENCE MARK 2 IS 52 FEET EAST OF THE CENTERLINE OF S MAPLE RD.  AND
 ME2298'40 FEET NORTH OF THE CENTERLINE OF HIGHWAY.  THE DISK IS CEMENTED IN A
 ME2298'DRILL HOLE IN A CONCRETE BASE SUPPORTING A CORNER FENCE POST MADE FROM
 ME2298'A RAIL ROAD TRACK AND THE DISK IS STAMPED NELLANS 1952 NO 2 1975.
 ME2298'
 ME2298'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1
 ME2298'FOOT NORTH OF A POWER POLE AND 1 FOOT WEST OF A WOODEN WITNESS POST.
 ME2298'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED NELLANS 1952.
 ME2298'
 ME2298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 ME2298'ARGOS.
 ME2298
 ME2298                          STATION RECOVERY (1984)
 ME2298
 ME2298'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2298'NELLANS 1952 FOUND GOOD.  THE MARK IS WEST OF SOUTH MAPLE ROAD (A
 ME2298'GRAVEL ROAD LEADING NORTH) AND 1.5 FEET EAST OF A METAL WITNESS POST.
 ME2298'
 ME2298'NELLANS 1952 AZ MK FOUND GOOD.  THE MARK IS ABOUT 3 FEET ABOVE THE
 ME2298'HIGHWAY AND IS NEAR THE THIRD POWER POLE EAST OF SOUTH MAPLE ROAD.
 ME2298'
 ME2298'NELLANS RM 1 NOT RECOVERED.  DISTANCES WERE MEASURED FROM REFERENCES
 ME2298'AND AREA EXPLORED.  A BANK HAS BEEN BUILT ALONG THE EDGE OF ROAD
 ME2298'PROBABLY COVERING MARK.  SIGHT NOT EXCAVATED.
 ME2298
 ME2298                          STATION RECOVERY (1985)
 ME2298
 ME2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 ME2298'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 ME2298'IN GOOD CONDITION.  THE BOX CULVERT IN WHICH BENCH MARK J 176 1946 WAS
 ME2298'SET IN IS DETERIORATED AND THIS MARK IS DESTROYED.  A NEW REFERENCE
 ME2298'MARK 3 WAS ESTABLISHED AT THIS TIME, AND A TRAVERSE CONNECTION WAS
 ME2298'MADE TO THE AZIMUTH MARK USING ELECTRONIC DISTANCE MEASURING
 ME2298'EQUIPMENT.
 ME2298'
 ME2298'THE STATION IS LOCATED ABOUT 8.0 MILES (12.9 KM) NORTHWEST OF
 ME2298'ROCHESTER, 7.0 MILES (11.3 KM) NORTHEAST OF DELONG AND ABOUT 5.0 MILES
 ME2298'(8.0 KM) SOUTHWEST OF ARGOS. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 ME2298'
 ME2298'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 110 AND U.S
 ME2298'HIGHWAY 31 WHICH IS ABOUT 4.5 MILES (7.2 KM) SOUTH OF ARGOS, GO WEST
 ME2298'ON HIGHWAY 110 FOR 2.2 MILES (3.5 KM) TO AZIMUTH MARK ON LEFT.
 ME2298'CONTINUE WEST ON HIGHWAY 110 FOR 0.2 MILE (0.3 KM) TO A SIDEROAD
 ME2298'RIGHT, S MAPLE RD, AND THE STATION IS IN THE NORTHWEST QUADRANT OF THE
 ME2298'INTERSECTION.
 ME2298'
 ME2298'THE STATION IS A STANDARD CGS DISK STAMPED,---NELLANS 1952---, SET
 ME2298'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME2298'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 11.6 METERS
 ME2298'(38.1 FT) NORTH FROM THE CENTER OF HIGHWAY 110, 18.0 METERS (59.1 FT)
 ME2298'WEST FROM THE CENTER OF S MAPLE RD, 0.5 METERS (1.6 FT) EAST FROM A
 ME2298'METAL WITNESS POST, 2.0 METERS (6.6 FT) WEST FROM A PIECE OF RAILROAD
 ME2298'TRACK DRIVEN INTO GROUND AND 0.6 METERS (2.0 FT) SOUTH FROM A FENCE
 ME2298'LINE.
 ME2298'
 ME2298'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED,
 ME2298'---NELLANS NO 1 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2298'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 3 INCHES (9 CM)
 ME2298'BELOW THE GROUND.  THE STATION IS LOCATED 3.7 METERS (12.1 FT) WEST
 ME2298'FROM THE CENTER OF S MAPLE RD, 5.7 METERS (18.7 FT) NORTH FROM A STOP
 ME2298'SIGN, 0.3 METERS (1.0 FT) EAST FROM A FENCE AND WITNESS POST AND 5.0
 ME2298'METERS (16.4 FT) SOUTH FROM A WILD CHERRY TREE, AND 0.3 METERS
 ME2298'(1.0 FT) ABOVE THE STATION.
 ME2298'
 ME2298'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME2298'---NELLANS 1952 NO 3 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2298'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2298'STATION IS LOCATED 11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF
 ME2298'HIGHWAY 110, 9.4 METERS (30.8 FT) WEST FROM THE PIECE OF RAILROAD
 ME2298'TRACK AND 0.6 METERS (2.0 FT) SOUTH FROM A FENCE AND WITNESS POST.
 ME2298'
 ME2298'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED,---NELLANS 1952---,
 ME2298'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN
 ME2298'DIAMETER, PROJECTING, 12 INCHES, 35 CM ABOVE THE GROUND.  THE STATION
 ME2298'IS LOCATED 11.887 METERS (38.999 FT) SOUTH FROM THE CENTER OF HIGHWAY
 ME2298'110, 0.549 METERS (1.801 FT) NORTH FROM A UTILITY POLE, 0.488 METERS
 ME2298'(1.601 FT) WEST FROM A 4 X 4 INCH WHITE WITNESS POST AND 0.305 METERS
 ME2298'(1.001 FT) NORTH FROM A FENCE AND WITNESS POST.
 ME2298'
 ME2298'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 110 FOR
 ME2298'0.2 MILE (0.3 KM) TO MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1722 ***********************************************************************
 MD1722  DESIGNATION -  NETERER
 MD1722  PID         -  MD1722
 MD1722  STATE/COUNTY-  IN/ELKHART
 MD1722  COUNTRY     -  US
 MD1722  USGS QUAD   -  FORAKER (2019)
 MD1722
 MD1722                         *CURRENT SURVEY CONTROL
 MD1722  ______________________________________________________________________
 MD1722* NAD 83(1997) POSITION- 41 32 22.95105(N) 085 55 21.11110(W)   ADJUSTED
 MD1722* NAVD 88 ORTHO HEIGHT -   288.13  (+/-2cm)      945.3   (feet) VERTCON3
 MD1722  ______________________________________________________________________
 MD1722  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 MD1722  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 MD1722  HORZ ORDER      -  SECOND
 MD1722  VERT ORDER      -  THIRD ? (See Below)
 MD1722
 MD1722.The horizontal coordinates were established by classical geodetic methods
 MD1722.and adjusted by the National Geodetic Survey in May 1999.
 MD1722
 MD1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1722
 MD1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1722.GEOID18 height accuracy estimate available here.
 MD1722
 MD1722.The vertical order pertains to the NGVD 29 superseded value.
 MD1722
 MD1722.Click photographs - Photos may exist for this station.
 MD1722
 MD1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1722
 MD1722. The following values were computed from the NAD 83(1997) position.
 MD1722
 MD1722;                    North         East     Units Scale Factor Converg.
 MD1722;SPC IN E     -   698,527.380    78,650.078   MT  0.99997227   -0 10 10.8
 MD1722;SPC IN E     - 2,291,751.91    258,037.80   sFT  0.99997227   -0 10 10.8
 MD1722;UTM  16      - 4,599,233.083   589,874.254   MT  0.99969940   +0 42 52.4
 MD1722
 MD1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1722!SPC IN E     -   0.99996009  x   0.99997227  =   0.99993236
 MD1722!UTM  16      -   0.99996009  x   0.99969940  =   0.99965950
 MD1722
 MD1722:                Primary Azimuth Mark                     Grid Az
 MD1722:SPC IN E     -  NETERER AZ MK                            218 08 09.6
 MD1722:UTM  16      -  NETERER AZ MK                            217 15 06.4
 MD1722
 MD1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8987499233(NAD 83)
 MD1722
 MD1722|---------------------------------------------------------------------|
 MD1722| PID    Reference Object                     Distance      Geod. Az  |
 MD1722|                                                           dddmmss.s |
 MD1722| CC9036 NETERER RM 1                         26.025 METERS 00825     |
 MD1722| MD1682 NAPPANEE EAST WATER TANK            APPROX.12.6 KM 2094939.7 |
 MD1722| CC9035 NETERER AZ MK                                      2175758.8 |
 MD1722| CC9037 NETERER RM 2                         27.305 METERS 26740     |
 MD1722|---------------------------------------------------------------------|
 MD1722
 MD1722                          SUPERSEDED SURVEY CONTROL
 MD1722
 MD1722  NAD 83(1994)-  41 32 22.95407(N)    085 55 21.11748(W) AD(       ) 2
 MD1722  NAD 83(1986)-  41 32 22.95394(N)    085 55 21.11861(W) AD(       ) 2
 MD1722  NAD 27      -  41 32 22.77860(N)    085 55 21.12800(W) AD(       ) 2
 MD1722  NGVD 29             288.25   (m)          945.7    (f) LEVELING    3  
 MD1722
 MD1722.Superseded values are not recommended for survey control.
 MD1722
 MD1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1722.See file dsdata.pdf to determine how the superseded data were derived.
 MD1722
 MD1722_MARKER: DS = TRIANGULATION STATION DISK
 MD1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1722_STAMPING: NETERER 1947
 MD1722_MARK LOGO: CGS
 MD1722_PROJECTION: FLUSH
 MD1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1722+STABILITY: SURFACE MOTION
 MD1722
 MD1722  HISTORY     - Date     Condition        Report By
 MD1722  HISTORY     - 1947     MONUMENTED       CGS
 MD1722  HISTORY     - 1952     GOOD             CGS
 MD1722  HISTORY     - 1980     GOOD             IN-039
 MD1722  HISTORY     - 20040402 MARK NOT FOUND   INDIV
 MD1722
 MD1722                          STATION DESCRIPTION
 MD1722
 MD1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1722'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GOSHEN ON LAND OWNED
 MD1722'BY MRS. NETERER.  IT IS 30 FEET NORTH OF A FENCELINE, 26 FEET NORTH OF
 MD1722'A 18 INCH APPLE TREE, 23 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MD1722'GARAGE, 11 FEET WEST OF A FENCELINE AND 10 FEET WEST OF A WHITE
 MD1722'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED NETERER 1947.
 MD1722'
 MD1722'REFERENCE MARK NO. 1 IS 85.45 FEET NORTH OF STATION.  IT IS 1 FOOT
 MD1722'WEST OF A FENCELINE AND 23 FEET SOUTHEAST OF A 13 INCH APPLE TREE.
 MD1722'THE MARK IS FLUSH AND THE DISK IS STAMPED NETERER NO 1 1947.
 MD1722'
 MD1722'REFERENCE MARK NO. 2 IS 89.58 FEET WEST OF THE STATION.  IT IS 1 FOOT
 MD1722'EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1722'NETERER NO 2 1947.
 MD1722'
 MD1722'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT IS 23 FEET
 MD1722'SOUTH OF THE CENTER OF GRAVEL ROAD, 2 FEET SOUTH OF WHITE WITNESS POST
 MD1722'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1722'STAMPED NETERER 1947.
 MD1722'
 MD1722'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 119 AND 15 IN
 MD1722'GOSHEN GO SOUTHWEST ON STATE HIGHWAY 119 FOR 5.5 MILE TO A GRAVEL AND
 MD1722'MACADAM CROSSROAD, (GRAVEL ROAD NORTH) TURN LEFT SOUTH AND GO 0.35
 MD1722'MILE TO A DRIVEWAY INTO FARM, TURN LEFT AND GO 0.1 MILE TO STATION AS
 MD1722'DESCRIBED.
 MD1722'
 MD1722'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON DRIVEWAY FOR 0.1
 MD1722'MILE TO MACADAM ROAD, TURN LEFT AND GO 0.15 MILE TO GRAVEL CROSSROAD,
 MD1722'TURN RIGHT AND GO 0.1 MILE TO AZIMUTH MARK ON THE LEFT.
 MD1722'
 MD1722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1722
 MD1722                          STATION RECOVERY (1952)
 MD1722
 MD1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1722'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MD1722'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 MD1722'CHECKED AND THE DISTANCES TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 MD1722'CHECKED.  THE DISTANCE TO REFERENCE MARK DID NOT CHECK.  THE STATION
 MD1722'IS ON THE PROPERTY OF JUNIOR MARTIN.  THE OLD DESCRIPTION IS ADEQUATE.
 MD1722'
 MD1722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1722
 MD1722                          STATION RECOVERY (1980)
 MD1722
 MD1722'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1722'NETERER 1947 RECOVERED GOOD.  FOUND BELOW TURF.  NETERER NO. 1 1947
 MD1722'RECOVERED GOOD.  FOUND WITH ASSISTANCE OF PROPERTY OWNER.  LOCATED
 MD1722'SOUTHWEST OF GRAIN BIN.  NETERER NO. 2 1947 FOUND OUT OF GROUND LYING
 MD1722'ON ITS SIDE.  AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  THIS REPORT
 MD1722'SHOULD REPLACE EARLIER REPORT ON THIS MARK DATED 4-3-80 WHICH WAS
 MD1722'SUBMITTED BY THIS OFFICE.  DISTANCE AND DIRECTION FROM NEAREST TOWN--6
 MD1722'MILES SOUTHWEST OF GOSHEN, INDIANA.
 MD1722
 MD1722                          STATION RECOVERY (2004)
 MD1722
 MD1722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1722'NETERER 1947 WAS NOT FOUND, SUBSURFACE MONUMENT NOT SEARCHED FOR.
 MD1722'
 MD1722'NETERER NO. 1 1947 WAS FOUND.  FARMER HAD HIT IT RECENTLY WITH FARM
 MD1722'EQUIPMENT AND IT WAS LEANING.  DISTANCES WERE PULLED FROM THIS POINT
 MD1722'IN ORDER TO VERIFY LOCATION OF ACTUAL TRIG STATION.  DISTANCES PLACED
 MD1722'IT IN A FAIRLY NEW GRAVEL DRIVE.
 MD1722'
 MD1722'IMPROVEMENTS TO THE FARM HAVE ELIMINATED ALL TRACES OF FENCELINES IN
 MD1722'THIS AREA.  THE GRAIN BIN, GARAGE, APPLE TREE MENTIONED IN ORIGINAL
 MD1722'DESCRIPTION ARE ALL GONE.  CURRENT LAND OWNER KNEW OF A MONUMENT AT
 MD1722'THE SITE AND THIS PROVED TO BE NETERER NO. 1.
 MD1722'
 MD1722'A SEARCH FOR THE AZIMUTH WAS DONE AND NOTHING WAS FOUND.
 MD1722'
 MD1722'A MONUMENT USED FOR GPS OBSERVATIONS HAS BEEN ESTABLISHED AT THE
 MD1722'INTERSECTION OF SR 119 AND CR 13 APPROX. 0.3 MI. NORTH OF THIS SITE.
 MD1722'INFORMATION IS AVAILABLE AT THE ELKHART COUNTY SURVEYOR'S OFFICE.
 MD1722'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1477 ***********************************************************************
 MD1477  DESIGNATION -  NEVADA
 MD1477  PID         -  MD1477
 MD1477  STATE/COUNTY-  IN/STEUBEN
 MD1477  COUNTRY     -  US
 MD1477  USGS QUAD   -  ANGOLA WEST (2019)
 MD1477
 MD1477                         *CURRENT SURVEY CONTROL
 MD1477  ______________________________________________________________________
 MD1477* NAD 83(1997) POSITION- 41 44 33.61475(N) 085 05 55.37261(W)   ADJUSTED
 MD1477* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 MD1477  ______________________________________________________________________
 MD1477  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 MD1477  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 MD1477  HORZ ORDER      -  SECOND
 MD1477
 MD1477.The horizontal coordinates were established by classical geodetic methods
 MD1477.and adjusted by the National Geodetic Survey in May 1999.
 MD1477
 MD1477.The orthometric height was scaled from a topographic map.
 MD1477
 MD1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1477.GEOID18 height accuracy estimate available here.
 MD1477
 MD1477.Click photographs - Photos may exist for this station.
 MD1477
 MD1477.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1477
 MD1477. The following values were computed from the NAD 83(1997) position.
 MD1477
 MD1477;                    North         East     Units Scale Factor Converg.
 MD1477;SPC IN E     -   721,193.172   147,242.880   MT  0.99999412   +0 22 41.3
 MD1477;SPC IN E     - 2,366,114.60    483,079.35   sFT  0.99999412   +0 22 41.3
 MD1477;SPC MI S     -    27,221.214 3,939,099.980   MT  1.00010371   -0 29 53.4
 MD1477;SPC MI S     -    89,308.44 12,923,556.36   iFT  1.00010371   -0 29 53.4
 MD1477;UTM  16      - 4,622,952.666   658,096.079   MT  0.99990758   +1 15 58.0
 MD1477
 MD1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1477!SPC IN E     -   0.99995787  x   0.99999412  =   0.99995199
 MD1477!SPC MI S     -   0.99995787  x   1.00010371  =   1.00006158
 MD1477!UTM  16      -   0.99995787  x   0.99990758  =   0.99986546
 MD1477
 MD1477:                Primary Azimuth Mark                     Grid Az
 MD1477:SPC IN E     -  NEVADA AZ MK                             078 30 15.8
 MD1477:SPC MI S     -  NEVADA AZ MK                             079 22 50.5
 MD1477:UTM  16      -  NEVADA AZ MK                             077 36 59.1
 MD1477
 MD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5809622952(NAD 83)
 MD1477
 MD1477|---------------------------------------------------------------------|
 MD1477| PID    Reference Object                     Distance      Geod. Az  |
 MD1477|                                                           dddmmss.s |
 MD1477| CC9038 NEVADA AZ MK                                       0785257.1 |
 MD1477| CC9039 NEVADA RM 1                          41.934 METERS 08611     |
 MD1477| CC9040 NEVADA RM 2                          39.843 METERS 26339     |
 MD1477|---------------------------------------------------------------------|
 MD1477
 MD1477                          SUPERSEDED SURVEY CONTROL
 MD1477
 MD1477  NAD 83(1995)-  41 44 33.61479(N)    085 05 55.37330(W) AD(       ) 2
 MD1477  NAD 83(1994)-  41 44 33.61643(N)    085 05 55.37525(W) AD(       ) 2
 MD1477  NAD 83(1986)-  41 44 33.61468(N)    085 05 55.38478(W) AD(       ) 2
 MD1477  NAD 27      -  41 44 33.43370(N)    085 05 55.50000(W) AD(       ) 2
 MD1477
 MD1477.Superseded values are not recommended for survey control.
 MD1477
 MD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1477.See file dsdata.pdf to determine how the superseded data were derived.
 MD1477
 MD1477_MARKER: DS = TRIANGULATION STATION DISK
 MD1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1477_STAMPING: NEVADA 1946
 MD1477_MARK LOGO: CGS
 MD1477_PROJECTION: FLUSH
 MD1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1477+STABILITY: SURFACE MOTION
 MD1477
 MD1477  HISTORY     - Date     Condition        Report By
 MD1477  HISTORY     - 1946     MONUMENTED       CGS
 MD1477  HISTORY     - 1960     GOOD             CGS
 MD1477
 MD1477                          STATION DESCRIPTION
 MD1477
 MD1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1477'THE STATION IS LOCATED ABOUT 12.8 MILES NORTHWEST OF THE TOWN OF
 MD1477'ANGOLA, ON STATE HIGHWAY 120.  IT IS 43.6 FEET SOUTH OF THE CENTERLINE
 MD1477'OF HIGHWAY 120 AND 10 FEET NORTH OF AN EAST-WEST FENCELINE.  THE MARK
 MD1477'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NEVADA 1946.
 MD1477'
 MD1477'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF THE STATION.  IT IS 47
 MD1477'FEET NORTH OF THE CENTERLINE OF HIGHWAY 120, AT A CURVE IN THE
 MD1477'HIGHWAY, AND 2 FEET WEST OF A TELEGRAPH POLE WITH THE NUMBER GSC
 MD1477'38-920 STAMPED ON IT.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MD1477'STAMPED NEVADA 1946.
 MD1477'
 MD1477'REFERENCE MARK NO. 1 IS 137.58 FEET EAST OF THE STATION.  IT IS 54
 MD1477'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 120 AND 24 FEET NORTHWEST OF A
 MD1477'24 INCH TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1477'NEVADA NO 1 1946.
 MD1477'
 MD1477'REFERENCE MARK NO. 2 IS 130.72 FEET WEST OF THE STATION.  IT IS 54
 MD1477'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 120 AND 1 FOOT EAST OF A
 MD1477'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NEVADA
 MD1477'NO 2 1946.
 MD1477'
 MD1477'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE TOWN OF ANGOLA, GO
 MD1477'NORTH ON U.S. HIGHWAY 27 FOR 6.7 MILES TO THE JUNCTION OF STATE
 MD1477'HIGHWAY 120.  TURN LEFT ON HIGHWAY 120 AND CONTINUE FOR 5.1 MILES TO
 MD1477'STATION ON LEFT AS DESCRIBED.
 MD1477'
 MD1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY FOR 0.5
 MD1477'MILE TO CURVE AND AZIMUTH ON LEFT AS DESCRIBED.
 MD1477'
 MD1477'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1477
 MD1477                          STATION RECOVERY (1960)
 MD1477
 MD1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1477'ALL MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 MD1477'INADEQUATE AND ERRONEOUS.
 MD1477'
 MD1477'ABOUT 4.0 MILES EASTERLY ALONG NO. 120 INDIANA HWY. FROM ITS
 MD1477'INTERSECTION WITH NO. 327 INDIANA HWY. AT THE MAIN CORNER IN ORLAND,
 MD1477'1-1/4 MILES AIR LINE NW OF NEVADA MILLS, ON THE OUTSIDE OF LONG EASY
 MD1477'CURVE, 43-1/2 FEET S OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 0.8
 MD1477'FOOT HIGHER THAN SAME, 15 FEET NW OF STEEL-RAIL AT PROPERTY-LINE AND
 MD1477'R/W FENCE INTERSECTION, AND 9 FEET N OF THE R/W FENCE, STANDARD DISKS
 MD1477'STAMPED NEVADA 1946, ARE SET IN 1A AND 7A MARKS, UPPER MARK FLUSH WITH
 MD1477'THE GROUND.
 MD1477'
 MD1477'REFERENCE STAMPED NEVADA NO 1 1946, NOTE 11A, FLUSH, IS 137.54 FEET
 MD1477'(41.922 METERS) E IN AZIMUTH 266 DEG. 11 MIN. FROM STATION, 49 FEET S
 MD1477'OF CENTER LINE OF HWY., 27.5 FEET SW OF CENTER OF W ONE OF TWO
 MD1477'15-YARDS-APART 36-INCH OAKS, AND 1.6 FEET E OF STEEL WITNESS POST.
 MD1477'
 MD1477'REFERENCE MARK STAMPED NEVADA NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT,
 MD1477'IS 130.67 FEET (39.828 METERS) W IN AZIMUTH 83 DEG. 39 MIN. FROM
 MD1477'STATION, 50 FEET S OF HWY. CENTER LINE.
 MD1477'
 MD1477'AZIMUTH MARK STAMPED NEVADA 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS 0.6
 MD1477'MILE E FROM THE STATION, ABOUT 50 YARDS E OF MIDDLE OF LONG EASY
 MD1477'CURVE, 265-1/2 FEET E OF FENCE HEDGEROW, 48 FEET N OF CENTER LINE OF
 MD1477'HWY., 0.5 FOOT LOWER THAN SAME, 7 FEET N OF PROJECTED CENTER LINE OF
 MD1477'HIGHWAY TANGENT FROM THE W, 2 FEET W OF NO. T 28.2-150 I.A.T. CORP.
 MD1477'TELEPHONE POLE, AND 1-1/2 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2255 ***********************************************************************
 HZ2255  DESIGNATION -  NEW
 HZ2255  PID         -  HZ2255
 HZ2255  STATE/COUNTY-  IN/FLOYD
 HZ2255  COUNTRY     -  US
 HZ2255  USGS QUAD   -  LANESVILLE (2019)
 HZ2255
 HZ2255                         *CURRENT SURVEY CONTROL
 HZ2255  ______________________________________________________________________
 HZ2255* NAD 83(1997) POSITION- 38 13 53.75468(N) 085 55 53.82853(W)   ADJUSTED
 HZ2255* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 HZ2255  ______________________________________________________________________
 HZ2255  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 HZ2255  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 HZ2255  HORZ ORDER      -  THIRD
 HZ2255
 HZ2255.The horizontal coordinates were established by classical geodetic methods
 HZ2255.and adjusted by the National Geodetic Survey in May 1999.
 HZ2255
 HZ2255.The orthometric height was scaled from a topographic map.
 HZ2255
 HZ2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2255.GEOID18 height accuracy estimate available here.
 HZ2255
 HZ2255.Click photographs - Photos may exist for this station.
 HZ2255
 HZ2255.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2255
 HZ2255. The following values were computed from the NAD 83(1997) position.
 HZ2255
 HZ2255;                    North         East     Units Scale Factor Converg.
 HZ2255;SPC IN E     -   331,233.490    76,802.712   MT  0.99997329   -0 09 50.3
 HZ2255;SPC IN E     - 1,086,721.88    251,976.90   sFT  0.99997329   -0 09 50.3
 HZ2255;UTM  16      - 4,232,051.404   593,506.511   MT  0.99970768   +0 39 40.3
 HZ2255
 HZ2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2255!SPC IN E     -   0.99996051  x   0.99997329  =   0.99993380
 HZ2255!UTM  16      -   0.99996051  x   0.99970768  =   0.99966820
 HZ2255
 HZ2255:                Primary Azimuth Mark                     Grid Az
 HZ2255:SPC IN E     -  NEW AZ MK                                215 52 56.4
 HZ2255:UTM  16      -  NEW AZ MK                                215 03 25.8
 HZ2255
 HZ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9350632051(NAD 83)
 HZ2255
 HZ2255|---------------------------------------------------------------------|
 HZ2255| PID    Reference Object                     Distance      Geod. Az  |
 HZ2255|                                                           dddmmss.s |
 HZ2255| CG9093 NEW RM 1                             23.235 METERS 19733     |
 HZ2255| CG9092 NEW AZ MK                                          2154306.1 |
 HZ2255| HZ2254 TT 27 D                              66.299 METERS 30101     |
 HZ2255| CG9094 NEW RM 2                             22.540 METERS 31252     |
 HZ2255|---------------------------------------------------------------------|
 HZ2255
 HZ2255                          SUPERSEDED SURVEY CONTROL
 HZ2255
 HZ2255  NAD 83(1993)-  38 13 53.75556(N)    085 55 53.82964(W) AD(       ) 3
 HZ2255  NAD 83(1986)-  38 13 53.75950(N)    085 55 53.83641(W) AD(       ) 3
 HZ2255  NAD 27      -  38 13 53.51200(N)    085 55 53.96000(W) AD(       ) 3
 HZ2255
 HZ2255.Superseded values are not recommended for survey control.
 HZ2255
 HZ2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2255.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2255
 HZ2255_MARKER: DS = TRIANGULATION STATION DISK
 HZ2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2255_STAMPING: NEW 1947
 HZ2255_MARK LOGO: CGS
 HZ2255_PROJECTION: FLUSH
 HZ2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2255+STABILITY: SURFACE MOTION
 HZ2255
 HZ2255  HISTORY     - Date     Condition        Report By
 HZ2255  HISTORY     - 1947     MONUMENTED       CGS
 HZ2255  HISTORY     - 1961     GOOD             CGS
 HZ2255
 HZ2255                          STATION DESCRIPTION
 HZ2255
 HZ2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2255'THE STATION IS LOCATED 2.75 MILES EAST-SOUTHEAST OF LANESVILLE, 4
 HZ2255'MILES NORTH-NORTHWEST OF BRIDGEPORT, 0.05 MILE EAST OF STATE
 HZ2255'HIGHWAY 11, 180 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HZ2255'MAYFIELD FARM HOUSE, 51 FEET SOUTH OF THE SOUTHEAST FENCE
 HZ2255'CORNER POST OF A FARM GARDEN, AND ON THE PROPERTY OF CLARENCE
 HZ2255'MAYFIELD. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2255'STAMPED NEW 1947.
 HZ2255'
 HZ2255'REFERENCE MARK NO. 1 IS 76.23 FEET SOUTH-SOUTHWEST OF THE STATION,
 HZ2255'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 HZ2255'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED NEW NO 1 1947.
 HZ2255'
 HZ2255'REFERENCE MARK NO. 2 IS 73.95 FEET NORTHWEST OF THE STATION, ABOUT
 HZ2255'100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAYFIELD FARM
 HZ2255'HOUSE, AND 1 FOOT SOUTH OF A GARDEN FENCE. THE MARK PROJECTS 5
 HZ2255'INCHES, AND THE DISK IS STAMPED NEW NO 2 1947.
 HZ2255'
 HZ2255'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION, 73 FEET
 HZ2255'NORTHWEST OF THE NORTHWEST CORNER OF THE RAYMOND SCHICKLE
 HZ2255'FARM HOUSE, 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE
 HZ2255'HIGHWAY 11, 3 FEET EAST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 HZ2255'WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED NEW
 HZ2255'1947.
 HZ2255'
 HZ2255'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NEW TO
 HZ2255'U.S.G.S. BENCH MARK TT 27D 1937. IT IS 66.301 METERS,
 HZ2255'217.52 FEET, NORTHWEST OF THE STATION.
 HZ2255'
 HZ2255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND 11,
 HZ2255'WHICH IS 3 MILES EAST OF THE VILLAGE OF LANESVILLE, GO
 HZ2255'SOUTH ON STATE HIGHWAY 11 FOR 2 MILES TO THE MAYFIELD FARM HOUSE ON
 HZ2255'THE LEFT AND STATION AS DESCRIBED.
 HZ2255'
 HZ2255'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 HZ2255'11 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2255'
 HZ2255'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HZ2255
 HZ2255                          STATION RECOVERY (1961)
 HZ2255
 HZ2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CEN)
 HZ2255'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1331 ***********************************************************************
 HZ1331  DESIGNATION -  NEW ALBANY
 HZ1331  PID         -  HZ1331
 HZ1331  STATE/COUNTY-  IN/FLOYD
 HZ1331  COUNTRY     -  US
 HZ1331  USGS QUAD   -  NEW ALBANY (2019)
 HZ1331
 HZ1331                         *CURRENT SURVEY CONTROL
 HZ1331  ______________________________________________________________________
 HZ1331* NAD 83(1986) POSITION- 38 17 25.9    (N) 085 48 19.5    (W)   HD_HELD2
 HZ1331* NAVD 88 ORTHO HEIGHT -   141.504 (meters)      464.25  (feet) ADJUSTED
 HZ1331  ______________________________________________________________________
 HZ1331  GEOID HEIGHT    -        -33.366 (meters)                     GEOID18
 HZ1331  DYNAMIC HEIGHT  -        141.409 (meters)      463.94  (feet) COMP
 HZ1331  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 HZ1331
 HZ1331  VERT ORDER      -  FIRST     CLASS II
 HZ1331
 HZ1331.The horizontal coordinates were established by autonomous hand held GPS
 HZ1331.observations and have an estimated accuracy of +/- 10 meters.
 HZ1331
 HZ1331.The orthometric height was determined by differential leveling and
 HZ1331.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1331.in June 1991.
 HZ1331
 HZ1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1331.GEOID18 height accuracy estimate available here.
 HZ1331
 HZ1331.Click photographs - Photos may exist for this station.
 HZ1331
 HZ1331.The dynamic height is computed by dividing the NAVD 88
 HZ1331.geopotential number by the normal gravity value computed on the
 HZ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1331.degrees latitude (g = 980.6199 gals.).
 HZ1331
 HZ1331.The modeled gravity was interpolated from observed gravity values.
 HZ1331
 HZ1331;                    North         East    Units  Estimated Accuracy
 HZ1331;SPC IN E     -   337,750.       87,862.      MT  (+/- 10 meters HH2 GPS)
 HZ1331
 HZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0446738725(NAD 83)
 HZ1331
 HZ1331                          SUPERSEDED SURVEY CONTROL
 HZ1331
 HZ1331  NGVD 29 (??/??/92)  141.648  (m)          464.72   (f) ADJ UNCH    1 2
 HZ1331
 HZ1331.Superseded values are not recommended for survey control.
 HZ1331
 HZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1331.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1331
 HZ1331_MARKER: DB = BENCH MARK DISK
 HZ1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1331_SP_SET: BUILDING
 HZ1331_STAMPING: NEW ALBANY 1935
 HZ1331_MARK LOGO: CGS
 HZ1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1331+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2007
 HZ1331
 HZ1331  HISTORY     - Date     Condition        Report By
 HZ1331  HISTORY     - 1935     MONUMENTED       CGS
 HZ1331  HISTORY     - 1954     GOOD             CGS
 HZ1331  HISTORY     - 1965     GOOD             CGS
 HZ1331  HISTORY     - 20070211 GOOD             GEOCAC
 HZ1331
 HZ1331                          STATION DESCRIPTION
 HZ1331
 HZ1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1331'AT NEW ALBANY.
 HZ1331'AT NEW ALBANY, AT THE INTERSECTION OF VINCENNES STREET AND EAST
 HZ1331'MARKET STREET, ABOUT 0.1 MILE EAST AND ACROSS EAST MARKET STREET
 HZ1331'FROM THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY STATION,
 HZ1331'ACROSS VINCENNES STREET FROM THE BALTIMORE AND OHIO RAILROAD
 HZ1331'STATION, SET VERTICALLY IN THE NORTHEAST FACE OF A BRICK BUILDING
 HZ1331'(JOSEPH FEIN BUILDING - NOW OCCUPIED BY BOBS CLOTHING STORE),
 HZ1331'15 FEET SOUTHEAST OF NORTH CORNER OF BUILDING, 14 FEET SOUTHWEST
 HZ1331'OF SOUTHWEST CURB OF VINCENNES STREET, 30 FEET SOUTHEAST OF
 HZ1331'SOUTHEAST CURB OF EAST MARKET AND ABOUT 4 FEET ABOVE LEVEL OF
 HZ1331'SIDE WALK.
 HZ1331
 HZ1331                          STATION RECOVERY (1965)
 HZ1331
 HZ1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1331'RECOVERED IN GOOD CONDITION.
 HZ1331
 HZ1331                          STATION RECOVERY (2007)
 HZ1331
 HZ1331'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 HZ1331'AT THE INTERSECTION OF EAST MARKET STREET AND VINCENNES STREET, AT A
 HZ1331'TWO STORY BRICK BUILDING PAINTED GREY-GREEN AND OCCUPIED BY A RETAIL
 HZ1331'BUSINESS, SET VERTICALLY ON THE VINCENNES STREET SIDE OF THE BUILDING,
 HZ1331'ABOUT 4 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2277 ***********************************************************************
 HZ2277  DESIGNATION -  NEW ALBANY SECOND PRESBY
 HZ2277  PID         -  HZ2277
 HZ2277  STATE/COUNTY-  IN/FLOYD
 HZ2277  COUNTRY     -  US
 HZ2277  USGS QUAD   -  NEW ALBANY (2019)
 HZ2277
 HZ2277                         *CURRENT SURVEY CONTROL
 HZ2277  ______________________________________________________________________
 HZ2277* NAD 83(1997) POSITION- 38 17 03.87607(N) 085 49 10.56671(W)   ADJUSTED
 HZ2277  ______________________________________________________________________
 HZ2277  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 HZ2277  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 HZ2277  HORZ ORDER      -  THIRD
 HZ2277
 HZ2277.The horizontal coordinates were established by classical geodetic methods
 HZ2277.and adjusted by the National Geodetic Survey in May 1999.
 HZ2277
 HZ2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2277.GEOID18 height accuracy estimate available here.
 HZ2277
 HZ2277.Click photographs - Photos may exist for this station.
 HZ2277
 HZ2277.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2277
 HZ2277. The following values were computed from the NAD 83(1997) position.
 HZ2277
 HZ2277;                    North         East     Units Scale Factor Converg.
 HZ2277;SPC IN E     -   337,073.314    86,619.811   MT  0.99996887   -0 05 41.1
 HZ2277;SPC IN E     - 1,105,881.36    284,185.16   sFT  0.99996887   -0 05 41.1
 HZ2277;UTM  16      - 4,238,030.582   603,235.990   MT  0.99973125   +0 43 53.0
 HZ2277
 HZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0323538030(NAD 83)
 HZ2277
 HZ2277                          SUPERSEDED SURVEY CONTROL
 HZ2277
 HZ2277  NAD 83(1993)-  38 17 03.87656(N)    085 49 10.56717(W) AD(       ) 3
 HZ2277  NAD 83(1986)-  38 17 03.88021(N)    085 49 10.57406(W) AD(       ) 3
 HZ2277  NAD 27      -  38 17 03.64000(N)    085 49 10.71000(W) AD(       ) 3
 HZ2277  USSD        -  38 17 03.77900(N)    085 49 10.53600(W) AD(       ) 3
 HZ2277
 HZ2277.Superseded values are not recommended for survey control.
 HZ2277
 HZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2277.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2277
 HZ2277_MARKER: 55 = TOWER
 HZ2277
 HZ2277  HISTORY     - Date     Condition        Report By
 HZ2277  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2277  HISTORY     - 1935     GOOD             CGS
 HZ2277  HISTORY     - 1963     GOOD             AEROS
 HZ2277  HISTORY     - 20070211 GOOD             GEOCAC
 HZ2277
 HZ2277                          STATION DESCRIPTION
 HZ2277
 HZ2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2277'THIS IS LOCALLY KNOWN AS THE CLOCK TOWER CHURCH, LOCATED IN THE
 HZ2277'SOUTHWEST CORNER OF THIRD STREET AND EAST MAIN STREET, NOW
 HZ2277'OCCUPIED BY THE BAPTIST CONGREGATION. THE CHURCH TOWER
 HZ2277'CONTAINS A CLOCK WITH FOUR DIALS AND ABOVE THE CLOCK IS AN
 HZ2277'OCTAGONAL ROOF RISING AT ABOUT ONE HALF PITCH TO A POINT AT THE
 HZ2277'CENTER, AND TERMINATING IN A FINIAL COMPOSED OF A SPEAR POINT.
 HZ2277'THIS IS THE PRESENT CONDITION.
 HZ2277'
 HZ2277'ORIGINALLY, AND AT THE TIME OF THE SURVEY, THE OCTAGONAL SECTION ROSE
 HZ2277'IN A VERY MUCH STEEPER ROOF AND TERMINATED IN A FINIAL COMPOSED OF
 HZ2277'A WOODEN BALL, PROBABLY 12 OR 15 FEET HIGHER THAN THE PRESENT FINIAL
 HZ2277'BUT ON THE SAME VERTICAL CENTER LINE.
 HZ2277
 HZ2277                          STATION RECOVERY (1963)
 HZ2277
 HZ2277'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2277'RECOVERED AS DESCRIBED.
 HZ2277
 HZ2277                          STATION RECOVERY (2007)
 HZ2277
 HZ2277'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 HZ2277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3261 ***********************************************************************
 JZ3261  DESIGNATION -  NEW ALSACE CATH CHURCH SPIRE
 JZ3261  PID         -  JZ3261
 JZ3261  STATE/COUNTY-  IN/DEARBORN
 JZ3261  COUNTRY     -  US
 JZ3261  USGS QUAD   -  GUILFORD (2019)
 JZ3261
 JZ3261                         *CURRENT SURVEY CONTROL
 JZ3261  ______________________________________________________________________
 JZ3261* NAD 83(1997) POSITION- 39 14 03.71828(N) 084 59 58.70084(W)   ADJUSTED
 JZ3261  ______________________________________________________________________
 JZ3261  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 JZ3261  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 JZ3261  HORZ ORDER      -  THIRD
 JZ3261
 JZ3261.The horizontal coordinates were established by classical geodetic methods
 JZ3261.and adjusted by the National Geodetic Survey in May 1999.
 JZ3261
 JZ3261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3261.GEOID18 height accuracy estimate available here.
 JZ3261
 JZ3261.Click photographs - Photos may exist for this station.
 JZ3261
 JZ3261.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3261
 JZ3261. The following values were computed from the NAD 83(1997) position.
 JZ3261
 JZ3261;                    North         East     Units Scale Factor Converg.
 JZ3261;SPC IN E     -   442,726.256   157,589.435   MT  1.00000749   +0 25 18.8
 JZ3261;SPC IN E     - 1,452,511.06    517,024.67   sFT  1.00000749   +0 25 18.8
 JZ3261;SPC KY1Z     - 1,322,257.277 1,564,797.463   MT  1.00018643   +0 27 38.5
 JZ3261;SPC KY1Z     - 4,338,105.75  5,133,839.68   sFT  1.00018643   +0 27 38.5
 JZ3261;SPC KY N     -   192,784.346   435,273.604   MT  1.00005167   -0 27 58.8
 JZ3261;SPC KY N     -   632,493.31  1,428,060.15   sFT  1.00005167   -0 27 58.8
 JZ3261;UTM  16      - 4,344,691.638   672,648.965   MT  0.99996703   +1 15 55.9
 JZ3261
 JZ3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7264844691(NAD 83)
 JZ3261
 JZ3261                          SUPERSEDED SURVEY CONTROL
 JZ3261
 JZ3261  NAD 83(1995)-  39 14 03.71809(N)    084 59 58.69976(W) AD(       ) 3
 JZ3261  NAD 83(1993)-  39 14 03.72204(N)    084 59 58.70694(W) AD(       ) 3
 JZ3261  NAD 83(1986)-  39 14 03.72102(N)    084 59 58.71051(W) AD(       ) 3
 JZ3261  NAD 27      -  39 14 03.53000(N)    084 59 58.86000(W) AD(       ) 3
 JZ3261
 JZ3261.Superseded values are not recommended for survey control.
 JZ3261
 JZ3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3261.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3261
 JZ3261_MARKER: 90 = CHURCH SPIRE
 JZ3261
 JZ3261  HISTORY     - Date     Condition        Report By
 JZ3261  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3261  HISTORY     - 1940     GOOD             CGS
 JZ3261
 JZ3261                          STATION DESCRIPTION
 JZ3261
 JZ3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JZ3261'RECOVERED BY--SCS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1497 ***********************************************************************
 JZ1497  DESIGNATION -  NEW CASTLE
 JZ1497  PID         -  JZ1497
 JZ1497  STATE/COUNTY-  IN/HENRY
 JZ1497  COUNTRY     -  US
 JZ1497  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1497
 JZ1497                         *CURRENT SURVEY CONTROL
 JZ1497  ______________________________________________________________________
 JZ1497* NAD 83(1997) POSITION- 39 55 07.02078(N) 085 21 17.83382(W)   ADJUSTED
 JZ1497* NAVD 88 ORTHO HEIGHT -   331.387 (meters)     1087.23  (feet) ADJUSTED
 JZ1497  ______________________________________________________________________
 JZ1497  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 JZ1497  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 JZ1497  DYNAMIC HEIGHT  -        331.201 (meters)     1086.62  (feet) COMP
 JZ1497  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 JZ1497
 JZ1497  HORZ ORDER      -  FIRST
 JZ1497  VERT ORDER      -  SECOND    CLASS 0
 JZ1497
 JZ1497.The horizontal coordinates were established by classical geodetic methods
 JZ1497.and adjusted by the National Geodetic Survey in May 1999.
 JZ1497
 JZ1497.The orthometric height was determined by differential leveling and
 JZ1497.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1497.in June 1991.
 JZ1497
 JZ1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1497.GEOID18 height accuracy estimate available here.
 JZ1497
 JZ1497.Click photographs - Photos may exist for this station.
 JZ1497
 JZ1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1497
 JZ1497.The dynamic height is computed by dividing the NAVD 88
 JZ1497.geopotential number by the normal gravity value computed on the
 JZ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1497.degrees latitude (g = 980.6199 gals.).
 JZ1497
 JZ1497.The modeled gravity was interpolated from observed gravity values.
 JZ1497
 JZ1497. The following values were computed from the NAD 83(1997) position.
 JZ1497
 JZ1497;                    North         East     Units Scale Factor Converg.
 JZ1497;SPC IN E     -   518,528.175   126,649.069   MT  0.99997541   +0 12 00.1
 JZ1497;SPC IN E     - 1,701,204.52    415,514.49   sFT  0.99997541   +0 12 00.1
 JZ1497;UTM  16      - 4,420,019.877   640,590.657   MT  0.99984334   +1 03 20.9
 JZ1497
 JZ1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1497!SPC IN E     -   0.99995332  x   0.99997541  =   0.99992873
 JZ1497!UTM  16      -   0.99995332  x   0.99984334  =   0.99979667
 JZ1497
 JZ1497:                Primary Azimuth Mark                     Grid Az
 JZ1497:SPC IN E     -  NEW CASTLE AZ MK                         271 06 41.3
 JZ1497:UTM  16      -  NEW CASTLE AZ MK                         270 15 20.5
 JZ1497
 JZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4059020019(NAD 83)
 JZ1497
 JZ1497|---------------------------------------------------------------------|
 JZ1497| PID    Reference Object                     Distance      Geod. Az  |
 JZ1497|                                                           dddmmss.s |
 JZ1497| JZ3306 NEWCASTLE CIRCLE A PROD TANK        308.747 METERS 05457     |
 JZ1497| JZ1495 NEW CASTLE RM 1                      75.235 METERS 09504     |
 JZ1497| JZ1496 NEW CASTLE RM 2                      41.565 METERS 19028     |
 JZ1497| JZ3312 NEWCASTLE CHRYSLER CORP TANK        490.239 METERS 2355546.3 |
 JZ1497| JZ1493 NEW CASTLE AZ MK                                   2711841.4 |
 JZ1497| JZ3309 NEWCASTLE HOOSIER MFG CO TANK       APPROX. 1.0 KM 2791302.5 |
 JZ1497|---------------------------------------------------------------------|
 JZ1497
 JZ1497                          SUPERSEDED SURVEY CONTROL
 JZ1497
 JZ1497  NAD 83(1995)-  39 55 07.02148(N)    085 21 17.84262(W) AD(       ) 1
 JZ1497  NAD 83(1986)-  39 55 07.02197(N)    085 21 17.84840(W) AD(       ) 1
 JZ1497  NAD 27      -  39 55 06.85300(N)    085 21 17.96500(W) AD(       ) 1
 JZ1497  NGVD 29 (??/??/92)  331.516  (m)         1087.65   (f) ADJ UNCH    2 0
 JZ1497  NGVD 29             331.52   (m)         1087.7    (f) LEVELING    3  
 JZ1497
 JZ1497.Superseded values are not recommended for survey control.
 JZ1497
 JZ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1497.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1497
 JZ1497_MARKER: DS = TRIANGULATION STATION DISK
 JZ1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1497_STAMPING: NEW CASTLE 1939
 JZ1497_MARK LOGO: CGS
 JZ1497_PROJECTION: FLUSH
 JZ1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1497+STABILITY: SURFACE MOTION
 JZ1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1497+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2021
 JZ1497
 JZ1497  HISTORY     - Date     Condition        Report By
 JZ1497  HISTORY     - 1939     MONUMENTED       CGS
 JZ1497  HISTORY     - 1947     GOOD             CGS
 JZ1497  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1497  HISTORY     - 20211122 GOOD             INDOT
 JZ1497
 JZ1497                          STATION DESCRIPTION
 JZ1497
 JZ1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1497'WITHIN THE CORPORATION LIMITS OF NEWCASTLE, INDIANA, ABOUT 1.5 MILES
 JZ1497'BY ROAD, AND 1 MILE AIR LINE, SOUTHEAST OF THE COURTHOUSE, ON
 JZ1497'THE WEST SIDE OF GRAND AVENUE IN A VACANT LOT OWNED BY JOE GWINN OF
 JZ1497'INDIANAPOLIS, 40 FEET SOUTH OF AN OLD SHED, 30 FEET SOUTH OF THE
 JZ1497'CENTER LINE OF AN ALLEY AND 20 FEET NORTH OF A POWER-LINE POLE. MARK
 JZ1497'IS SET IN CONCRETE, FLUSH WITH THE GROUND.
 JZ1497'
 JZ1497'TO REACH FROM THE NEWCASTLE COURTHOUSE, GO E ON STATE HWY.  38 FOR
 JZ1497'0.5 MILE TO EIGHTEENTH STREET, TURN SOUTH ON EIGHTEENTH
 JZ1497'STREET AND GO 0.4 MILE TO GRAND AVENUE. TURN LEFT AND GO 0.6 MILE TO
 JZ1497'STATION ON THE WEST SIDE OF THE STREET.
 JZ1497'
 JZ1497'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1497'DISKS SET IN CONCRETE.
 JZ1497'
 JZ1497'REFERENCE MARK NO. 1 IS EAST OF THE STATION. MARK IS SET FLUSH IN THE
 JZ1497'SIDEWALK, 16 FEET WEST OF THE CENTER LINE OF TWENTY-FIFTH
 JZ1497'STREET, AND 80 FEET SOUTH OF ITS INTERSECTION WITH GRAND AVENUE, 6
 JZ1497'INCHES WEST OF THE EAST EDGE OF THE SIDEWALK, AND 20 FEET SOUTH
 JZ1497'OF POWER-LINE POLE OF THE P. S. C. OF IND. NO. 2171-10.
 JZ1497'
 JZ1497'REFERENCE MARK NO.2 IS SOUTH OF THE STATION, ABOUT 200 FEET NORTH OF
 JZ1497'THE NORTHWEST CORNER OF THE SUB-STATION FENCE, AND 7 FEET NORTH
 JZ1497'OF A POWER-LINE POLE. MARK PROJECTS 6 INCHES ABOVE GROUND.
 JZ1497'
 JZ1497'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF STATION, ON THE
 JZ1497'NORTHEAST CORNER OF EIGHTEENTH STREET AND G AVENUE, ACROSS THE
 JZ1497'STREET FROM A PHILLIPS 66 SERVICE STATION, 20 FEET NORTH OF THE
 JZ1497'CENTER LINE OF G AVENUE, 6 INCHES NORTH OF THE SOUTH EDGE OF
 JZ1497'THE SIDEWALK. MARK SET FLUSH WITH THE SIDEWALK.
 JZ1497'
 JZ1497'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ1497
 JZ1497                          STATION RECOVERY (1947)
 JZ1497
 JZ1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1497'AT NEW CASTLE.
 JZ1497'AT NEW CASTLE, ABOUT 0.4 MILE EAST ALONG BROAD STREET FROM THE
 JZ1497'COURT HOUSE, THENCE ABOUT 0.5 MILE SOUTH ALONG SOUTH EIGHTEENTH
 JZ1497'STREET, THENCE ABOUT 0.6 MILE SOUTHEAST ALONG GRAND AVENUE,
 JZ1497'268 FEET WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 JZ1497'GRAND AVENUE AND 25TH STREET, AT THE NORTHWEST CORNER OF A VACANT
 JZ1497'LOT, 42 FEET EAST OF THE CENTER LINE OF A PROPOSED STREET, 30
 JZ1497'FEET SOUTH OF THE CENTER LINE OF AN ALLEY, 24 FEET EAST OF POWER
 JZ1497'POLE NO. 537/373 AND DIRECTLY BENEATH THE GUY WIRE FOR THE POLE,
 JZ1497'247 FEET WEST OF R.M. NO. 1, 136.5 FEET NORTH-NORTHEAST OF R.M.
 JZ1497'NO. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ1497'GROUND.
 JZ1497
 JZ1497                          STATION RECOVERY (2006)
 JZ1497
 JZ1497'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1497'THE STATION, RM1, RM2 AND AZ MK WERE RECOVERED IN GOOD CONDITION.
 JZ1497'
 JZ1497'THE STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 24TH
 JZ1497'STREET AND  G- AVENUE, 21 FEET SOUTH OF THE CENTERLINE OF  G- AVENUE,
 JZ1497'24 FEET EAST OF POWER POLE NO. 1404, AND 4 FEET WEST OF THE LOWER
 JZ1497'GROUND WIRE ANCHOR FOR SAID POLE. ADD THAT MARK IS 13.5 FEET NNW OF
 JZ1497'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, STREET ADDRESS 1404 S.
 JZ1497'24TH STREET.
 JZ1497'
 JZ1497'RM1 WAS RECOVERED AS PREVIOUSLY DESCRIBED, IN FRONT OF THE RESIDENCE
 JZ1497'AT 1411 S. 25TH. STREET. THE OWNER IS AWARE OF THE MARK.
 JZ1497'
 JZ1497'RM 2 WAS RECOVERED IN THE FRONT YARD OF 1410 S. 24TH STREET, 9 FEET
 JZ1497'NORTH OF A POWERPOLE IN THE SW CORNER OF THE YARD, AND APPROX 17 FEET
 JZ1497'EAST OF THE C/L OF 24TH STREET. A SMALL PIECE OF THE DISK IS MISSING
 JZ1497'BUT THE STATION APPEARS TO BE FIRM IN ITS MOUNTING.
 JZ1497'
 JZ1497'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 JZ1497
 JZ1497                          STATION RECOVERY (2021)
 JZ1497
 JZ1497'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DB)
 JZ1497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1494 ***********************************************************************
 JZ1494  DESIGNATION -  NEW CASTLE
 JZ1494  PID         -  JZ1494
 JZ1494  STATE/COUNTY-  IN/HENRY
 JZ1494  COUNTRY     -  US
 JZ1494  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1494
 JZ1494                         *CURRENT SURVEY CONTROL
 JZ1494  ______________________________________________________________________
 JZ1494* NAD 83(1986) POSITION- 39 55 46.     (N) 085 22 09.     (W)   SCALED
 JZ1494* NAVD 88 ORTHO HEIGHT -   321.568 (meters)     1055.01  (feet) ADJUSTED
 JZ1494  ______________________________________________________________________
 JZ1494  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ1494  DYNAMIC HEIGHT  -        321.389 (meters)     1054.42  (feet) COMP
 JZ1494  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 JZ1494
 JZ1494  VERT ORDER      -  SECOND    CLASS 0
 JZ1494
 JZ1494.The horizontal coordinates were scaled from a map and have
 JZ1494.an estimated accuracy of +/- 6 seconds.
 JZ1494
 JZ1494.The orthometric height was determined by differential leveling and
 JZ1494.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1494.in June 1991.
 JZ1494
 JZ1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1494.GEOID18 height accuracy estimate available here.
 JZ1494
 JZ1494.Click photographs - Photos may exist for this station.
 JZ1494
 JZ1494.The dynamic height is computed by dividing the NAVD 88
 JZ1494.geopotential number by the normal gravity value computed on the
 JZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1494.degrees latitude (g = 980.6199 gals.).
 JZ1494
 JZ1494.The modeled gravity was interpolated from observed gravity values.
 JZ1494
 JZ1494;                    North         East    Units  Estimated Accuracy
 JZ1494;SPC IN E     -   519,730.      125,430.      MT  (+/- 180 meters Scaled)
 JZ1494
 JZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK393211(NAD 83)
 JZ1494
 JZ1494                          SUPERSEDED SURVEY CONTROL
 JZ1494
 JZ1494  NGVD 29 (??/??/92)  321.699  (m)         1055.44   (f) ADJ UNCH    2 0
 JZ1494
 JZ1494.Superseded values are not recommended for survey control.
 JZ1494
 JZ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1494.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1494
 JZ1494_MARKER: DB = BENCH MARK DISK
 JZ1494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1494_SP_SET: MEMORIAL CANNON
 JZ1494_STAMPING: NEW CASTLE 1934
 JZ1494_MARK LOGO: CGS
 JZ1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1494
 JZ1494  HISTORY     - Date     Condition        Report By
 JZ1494  HISTORY     - 1934     MONUMENTED       CGS
 JZ1494  HISTORY     - 20061121 MARK NOT FOUND   GEOCAC
 JZ1494
 JZ1494                          STATION DESCRIPTION
 JZ1494
 JZ1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1494'AT NEW CASTLE.
 JZ1494'AT NORTHEAST CORNER OF POST OFFICE, IN TOP OF NORTHEAST CORNER
 JZ1494'OF CONCRETE EMPLACEMENT OF MEMORIAL CANNON, 8 YARDS NORTHEAST OF
 JZ1494'NORTHEAST CORNER OF BUILDING, 10.7 FEET WEST OF WEST CURB OF
 JZ1494'14TH STREET, 10.3 FEET SOUTH OF SOUTH CURB OF CHURCH STREET, 1
 JZ1494'FOOT ABOVE HIGHWAY SURFACE.
 JZ1494
 JZ1494                          STATION RECOVERY (2006)
 JZ1494
 JZ1494'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1494'THIS STATION WAS REPLACED IN 1940 BY NEW CASTLE RESET (JZ1498).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1493 ***********************************************************************
 JZ1493  DESIGNATION -  NEW CASTLE AZ MK
 JZ1493  PID         -  JZ1493
 JZ1493  STATE/COUNTY-  IN/HENRY
 JZ1493  COUNTRY     -  US
 JZ1493  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1493
 JZ1493                         *CURRENT SURVEY CONTROL
 JZ1493  ______________________________________________________________________
 JZ1493* NAD 83(1986) POSITION- 39 55 07.5    (N) 085 21 46.8    (W)   HD_HELD2
 JZ1493* NAVD 88 ORTHO HEIGHT -   328.529 (meters)     1077.85  (feet) ADJUSTED
 JZ1493  ______________________________________________________________________
 JZ1493  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 JZ1493  DYNAMIC HEIGHT  -        328.344 (meters)     1077.24  (feet) COMP
 JZ1493  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 JZ1493
 JZ1493  VERT ORDER      -  SECOND    CLASS 0
 JZ1493
 JZ1493.The horizontal coordinates were established by autonomous hand held GPS
 JZ1493.observations and have an estimated accuracy of +/- 10 meters.
 JZ1493
 JZ1493.The orthometric height was determined by differential leveling and
 JZ1493.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1493.in June 1991.
 JZ1493
 JZ1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1493.GEOID18 height accuracy estimate available here.
 JZ1493
 JZ1493.Click photographs - Photos may exist for this station.
 JZ1493
 JZ1493.The dynamic height is computed by dividing the NAVD 88
 JZ1493.geopotential number by the normal gravity value computed on the
 JZ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1493.degrees latitude (g = 980.6199 gals.).
 JZ1493
 JZ1493.The modeled gravity was interpolated from observed gravity values.
 JZ1493
 JZ1493;                    North         East    Units  Estimated Accuracy
 JZ1493;SPC IN E     -   518,541.      125,961.      MT  (+/- 10 meters HH2 GPS)
 JZ1493
 JZ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3990220022(NAD 83)
 JZ1493
 JZ1493                          SUPERSEDED SURVEY CONTROL
 JZ1493
 JZ1493  NGVD 29 (??/??/92)  328.66   (m)         1078.3    (f) COMPUTED    2 0
 JZ1493
 JZ1493.Superseded values are not recommended for survey control.
 JZ1493
 JZ1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1493.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1493
 JZ1493_MARKER: DZ = AZIMUTH MARK DISK
 JZ1493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1493_SP_SET: SIDEWALK
 JZ1493_STAMPING: NEW CASTLE 1939
 JZ1493_MARK LOGO: CGS
 JZ1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1493+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 JZ1493
 JZ1493  HISTORY     - Date     Condition        Report By
 JZ1493  HISTORY     - 1939     MONUMENTED       CGS
 JZ1493  HISTORY     - 1947     GOOD             CGS
 JZ1493  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1493
 JZ1493                          STATION DESCRIPTION
 JZ1493
 JZ1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1493'AT NEW CASTLE.
 JZ1493'AT NEW CASTLE, ABOUT 0.4 MILE EAST ALONG BROAD STREET, THENCE
 JZ1493'ABOUT 0.9 MILE SOUTH ALONG SOUTH 18TH STREET, AT THE INTERSECTION
 JZ1493'OF G AVENUE, 19 FEET NORTH OF THE CENTER LINE OF G AVENUE, 24
 JZ1493'FEET EAST OF THE CENTER LINE OF SOUTH 18TH STREET, 21 FEET
 JZ1493'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 1326 SOUTH
 JZ1493'18TH STREET, SET IN THE TOP OF THE SIDE WALK ALONG G AVENUE AND
 JZ1493'0.5 FOOT NORTH OF ITS SOUTH EDGE.
 JZ1493
 JZ1493                          STATION RECOVERY (2006)
 JZ1493
 JZ1493'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1702 ***********************************************************************
 JZ1702  DESIGNATION -  NEW CASTLE MAGNETIC STA
 JZ1702  PID         -  JZ1702
 JZ1702  STATE/COUNTY-  IN/HENRY
 JZ1702  COUNTRY     -  US
 JZ1702  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1702
 JZ1702                         *CURRENT SURVEY CONTROL
 JZ1702  ______________________________________________________________________
 JZ1702* NAD 83(1997) POSITION- 39 57 44.30238(N) 085 21 59.66973(W)   ADJUSTED
 JZ1702* NAVD 88 ORTHO HEIGHT -   309.735 (meters)     1016.19  (feet) ADJUSTED
 JZ1702  ______________________________________________________________________
 JZ1702  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 JZ1702  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 JZ1702  DYNAMIC HEIGHT  -        309.564 (meters)     1015.63  (feet) COMP
 JZ1702  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 JZ1702
 JZ1702  HORZ ORDER      -  THIRD
 JZ1702  VERT ORDER      -  SECOND    CLASS 0
 JZ1702
 JZ1702.The horizontal coordinates were established by classical geodetic methods
 JZ1702.and adjusted by the National Geodetic Survey in May 1999.
 JZ1702
 JZ1702.The orthometric height was determined by differential leveling and
 JZ1702.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1702.in June 1991.
 JZ1702
 JZ1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1702.GEOID18 height accuracy estimate available here.
 JZ1702
 JZ1702.Click photographs - Photos may exist for this station.
 JZ1702
 JZ1702.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1702
 JZ1702.The dynamic height is computed by dividing the NAVD 88
 JZ1702.geopotential number by the normal gravity value computed on the
 JZ1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1702.degrees latitude (g = 980.6199 gals.).
 JZ1702
 JZ1702.The modeled gravity was interpolated from observed gravity values.
 JZ1702
 JZ1702. The following values were computed from the NAD 83(1997) position.
 JZ1702
 JZ1702;                    North         East     Units Scale Factor Converg.
 JZ1702;SPC IN E     -   523,375.600   125,639.242   MT  0.99997476   +0 11 33.9
 JZ1702;SPC IN E     - 1,717,108.11    412,201.41   sFT  0.99997476   +0 11 33.9
 JZ1702;UTM  16      - 4,424,851.027   639,508.656   MT  0.99983960   +1 02 57.4
 JZ1702
 JZ1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1702!SPC IN E     -   0.99995671  x   0.99997476  =   0.99993148
 JZ1702!UTM  16      -   0.99995671  x   0.99983960  =   0.99979632
 JZ1702
 JZ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3950824851(NAD 83)
 JZ1702
 JZ1702                          SUPERSEDED SURVEY CONTROL
 JZ1702
 JZ1702  NAD 83(1995)-  39 57 44.30356(N)    085 21 59.67850(W) AD(       ) 3
 JZ1702  NAD 83(1986)-  39 57 44.30378(N)    085 21 59.68427(W) AD(       ) 3
 JZ1702  NAD 27      -  39 57 44.13500(N)    085 21 59.79700(W) AD(       ) 3
 JZ1702  NGVD 29 (??/??/92)  309.866  (m)         1016.62   (f) ADJ UNCH    2 0
 JZ1702  NGVD 29             309.87   (m)         1016.6    (f) LEVELING    3  
 JZ1702
 JZ1702.Superseded values are not recommended for survey control.
 JZ1702
 JZ1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1702.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1702
 JZ1702_MARKER: V = STONE MONUMENT
 JZ1702_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1702_PROJECTION: FLUSH
 JZ1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1702
 JZ1702  HISTORY     - Date     Condition        Report By
 JZ1702  HISTORY     - 1907     MONUMENTED       CGS
 JZ1702  HISTORY     - 1939     GOOD             CGS
 JZ1702  HISTORY     - 1947     GOOD             CGS
 JZ1702
 JZ1702                          STATION DESCRIPTION
 JZ1702
 JZ1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1702'IN A PASTURE 459.284 METERS EAST OF STATION VAN NUYS, ON THE GROUNDS
 JZ1702'OF THE STATE EPILEPTIC HOME, 55 FEET EAST OF THE FENCE ALONG
 JZ1702'THE DRIVEWAY ON THE EAST SIDE OF THE GROUNDS AND 208 FEET
 JZ1702'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF DR. VAN NUYS HOUSE.
 JZ1702'MARK IS AN 8-BY 8-INCH LIMESTONE POST SET FLUSH WITH THE GROUND AND
 JZ1702'LETTERED U.S.C. AND G.S. 1907.
 JZ1702'
 JZ1702'TO REACH FROM NORTHEAST CORNER OF THE COURTHOUSE IN NEWCASTLE, GO
 JZ1702'NORTH FOR 0.3 MILE TO A CROSS STREET, HERE TURN EAST ON
 JZ1702'CONCRETE STREET AND GO 0.1 MILE TO ROAD FORKS IMMEDIATELY BEYOND
 JZ1702'RAILROAD UNDERPASS, TAKE LEFT FORK AND GO 1.9 MILES TO CROSS
 JZ1702'ROAD, THEN TURN LEFT, (WEST) AND GO 0.7 MILE TO ENTRANCE GATE TO
 JZ1702'EPILEPTIC HOME, PASS THROUGH GATE AND TURN NORTH ON DRIVE
 JZ1702'IMMEDIATELY INSIDE THE GATE AND GO 0.1 MILE TO STATION IN PASTURE
 JZ1702'EAST OF DRIVEWAY.
 JZ1702
 JZ1702                          STATION RECOVERY (1947)
 JZ1702
 JZ1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1702'3 MI NE FROM NEW CASTLE.
 JZ1702'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1702'WITH STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 1.0 MILE EAST
 JZ1702'NORTH ALONG A GRAVEL ROAD AND STREETS IN THE STATE EPILEPTIC HOME
 JZ1702'GROUNDS, ABOUT 0.1 MILE EAST AND 0.1 MILE NORTH ALONG GRAVEL
 JZ1702'STREETS FROM THE ADMINISTRATION BUILDING, ON A HILL SIDE, 72 FEET
 JZ1702'EAST OF THE CENTER LINE OF THE NORTH-SOUTH STREET, 60 FEET
 JZ1702'NORTH-NORTHEAST OF A LIGHT POLE, 54 FEET EAST OF A WIRE FENCE,
 JZ1702'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND PROJECTING 2
 JZ1702'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3323 ***********************************************************************
 JZ3323  DESIGNATION -  NEW CASTLE RAD STA WCTW MAST
 JZ3323  PID         -  JZ3323
 JZ3323  STATE/COUNTY-  IN/HENRY
 JZ3323  COUNTRY     -  US
 JZ3323  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ3323
 JZ3323                         *CURRENT SURVEY CONTROL
 JZ3323  ______________________________________________________________________
 JZ3323* NAD 83(1997) POSITION- 39 56 00.76228(N) 085 24 26.26039(W)   ADJUSTED
 JZ3323  ______________________________________________________________________
 JZ3323  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 JZ3323  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JZ3323  HORZ ORDER      -  THIRD
 JZ3323
 JZ3323.The horizontal coordinates were established by classical geodetic methods
 JZ3323.and adjusted by the National Geodetic Survey in May 1999.
 JZ3323
 JZ3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3323.GEOID18 height accuracy estimate available here.
 JZ3323
 JZ3323.Click photographs - Photos may exist for this station.
 JZ3323
 JZ3323.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3323
 JZ3323. The following values were computed from the NAD 83(1997) position.
 JZ3323
 JZ3323;                    North         East     Units Scale Factor Converg.
 JZ3323;SPC IN E     -   520,171.338   122,169.516   MT  0.99997271   +0 09 59.4
 JZ3323;SPC IN E     - 1,706,595.46    400,817.82   sFT  0.99997271   +0 09 59.4
 JZ3323;UTM  16      - 4,421,595.724   636,087.682   MT  0.99982800   +1 01 21.0
 JZ3323
 JZ3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3608721595(NAD 83)
 JZ3323
 JZ3323                          SUPERSEDED SURVEY CONTROL
 JZ3323
 JZ3323  NAD 83(1995)-  39 56 00.76342(N)    085 24 26.27101(W) AD(       ) 3
 JZ3323  NAD 83(1986)-  39 56 00.76365(N)    085 24 26.27618(W) AD(       ) 3
 JZ3323  NAD 27      -  39 56 00.59626(N)    085 24 26.38172(W) AD(       ) 3
 JZ3323
 JZ3323.Superseded values are not recommended for survey control.
 JZ3323
 JZ3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3323.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3323
 JZ3323_MARKER: 42 = RADIO/TV MAST
 JZ3323
 JZ3323  HISTORY     - Date     Condition        Report By
 JZ3323  HISTORY     - 1970     FIRST OBSERVED   NGS
 JZ3323
 JZ3323                          STATION DESCRIPTION
 JZ3323
 JZ3323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 JZ3323'NEW CASTLE, RADIO STATION WCTW MAST IS LOCATED ABOUT 2 MILES
 JZ3323'WEST OF NEW CASTLE.
 JZ3323'
 JZ3323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3
 JZ3323'AND 38 IN THE WEST EDGE OF NEW CASTLE, GO WEST ON STATE HIGHWAY
 JZ3323'38 FOR 1.45 MILES TO THE STATION ON THE RIGHT.
 JZ3323'
 JZ3323'STATION IS THE RED LIGHT ATOP THE RED AND WHITE, TRIANGULAR
 JZ3323'STEEL MAST.  THE MAST HAS AN OVERALL HEIGHT OF 243 FEET AND IS
 JZ3323'THE TALLEST 1 OF A GROUP OF 4 MASTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1498 ***********************************************************************
 JZ1498  DESIGNATION -  NEW CASTLE RESET
 JZ1498  PID         -  JZ1498
 JZ1498  STATE/COUNTY-  IN/HENRY
 JZ1498  COUNTRY     -  US
 JZ1498  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1498
 JZ1498                         *CURRENT SURVEY CONTROL
 JZ1498  ______________________________________________________________________
 JZ1498* NAD 83(1986) POSITION- 39 55 45.8    (N) 085 22 08.2    (W)   HD_HELD2
 JZ1498* NAVD 88 ORTHO HEIGHT -   322.443 (meters)     1057.88  (feet) ADJUSTED
 JZ1498  ______________________________________________________________________
 JZ1498  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ1498  DYNAMIC HEIGHT  -        322.263 (meters)     1057.29  (feet) COMP
 JZ1498  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 JZ1498
 JZ1498  VERT ORDER      -  SECOND    CLASS 0
 JZ1498
 JZ1498.The horizontal coordinates were established by autonomous hand held GPS
 JZ1498.observations and have an estimated accuracy of +/- 10 meters.
 JZ1498
 JZ1498.The orthometric height was determined by differential leveling and
 JZ1498.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1498.in June 1991.
 JZ1498
 JZ1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1498.GEOID18 height accuracy estimate available here.
 JZ1498
 JZ1498.Click photographs - Photos may exist for this station.
 JZ1498
 JZ1498.The dynamic height is computed by dividing the NAVD 88
 JZ1498.geopotential number by the normal gravity value computed on the
 JZ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1498.degrees latitude (g = 980.6199 gals.).
 JZ1498
 JZ1498.The modeled gravity was interpolated from observed gravity values.
 JZ1498
 JZ1498;                    North         East    Units  Estimated Accuracy
 JZ1498;SPC IN E     -   519,720.      125,449.      MT  (+/- 10 meters HH2 GPS)
 JZ1498
 JZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3937321193(NAD 83)
 JZ1498
 JZ1498                          SUPERSEDED SURVEY CONTROL
 JZ1498
 JZ1498  NGVD 29 (??/??/92)  322.574  (m)         1058.31   (f) ADJ UNCH    2 0
 JZ1498
 JZ1498.Superseded values are not recommended for survey control.
 JZ1498
 JZ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1498.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1498
 JZ1498_MARKER: DB = BENCH MARK DISK
 JZ1498_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1498+WITH SETTING: PAVEMENT
 JZ1498_SP_SET: FLAG POLE BASE
 JZ1498_STAMPING: NEW CASTLE 1934 RESET
 JZ1498_MARK LOGO: CGS
 JZ1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1498+STABILITY: SURFACE MOTION
 JZ1498
 JZ1498  HISTORY     - Date     Condition        Report By
 JZ1498  HISTORY     - 1940     MONUMENTED       LOCENG
 JZ1498  HISTORY     - 1947     GOOD             CGS
 JZ1498  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1498
 JZ1498                          STATION DESCRIPTION
 JZ1498
 JZ1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1498'AT NEW CASTLE.
 JZ1498'AT NEW CASTLE, 10.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JZ1498'THE POST OFFICE BUILDING, 1 FOOT NORTH OF THE FLAG POLE, IN THE
 JZ1498'TOP OF THE CIRCULAR PART OF THE CONCRETE BASE OF THE FLAG POLE,
 JZ1498'35.5 FEET WEST OF THE CENTER LINE OF 14TH STREET, AND ABOUT
 JZ1498'LEVEL WITH THE GROUNDS.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 JZ1498'IN 1940 BY THE CONTRACTOR REMODELING THE POST OFFICE.
 JZ1498
 JZ1498                          STATION RECOVERY (2006)
 JZ1498
 JZ1498'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1495 ***********************************************************************
 JZ1495  DESIGNATION -  NEW CASTLE RM 1
 JZ1495  PID         -  JZ1495
 JZ1495  STATE/COUNTY-  IN/HENRY
 JZ1495  COUNTRY     -  US
 JZ1495  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1495
 JZ1495                         *CURRENT SURVEY CONTROL
 JZ1495  ______________________________________________________________________
 JZ1495* NAD 83(1986) POSITION- 39 55 06.81   (N) 085 21 14.68   (W)   HD_HELD1
 JZ1495* NAVD 88 ORTHO HEIGHT -   331.143 (meters)     1086.43  (feet) ADJUSTED
 JZ1495  ______________________________________________________________________
 JZ1495  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 JZ1495  DYNAMIC HEIGHT  -        330.957 (meters)     1085.81  (feet) COMP
 JZ1495  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 JZ1495
 JZ1495  VERT ORDER      -  SECOND    CLASS 0
 JZ1495
 JZ1495.The horizontal coordinates were determined by differentially corrected
 JZ1495.hand held GPS observations or other comparable positioning techniques
 JZ1495.and have an estimated accuracy of +/- 3 meters.
 JZ1495
 JZ1495.The orthometric height was determined by differential leveling and
 JZ1495.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1495.in June 1991.
 JZ1495
 JZ1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1495.GEOID18 height accuracy estimate available here.
 JZ1495
 JZ1495.Click photographs - Photos may exist for this station.
 JZ1495
 JZ1495.The dynamic height is computed by dividing the NAVD 88
 JZ1495.geopotential number by the normal gravity value computed on the
 JZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1495.degrees latitude (g = 980.6199 gals.).
 JZ1495
 JZ1495.The modeled gravity was interpolated from observed gravity values.
 JZ1495
 JZ1495;                    North         East    Units  Estimated Accuracy
 JZ1495;SPC IN E     -   518,521.9     126,724.0     MT  (+/- 3 meters HH1 GPS) 
 JZ1495
 JZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4066520014(NAD 83)
 JZ1495
 JZ1495                          SUPERSEDED SURVEY CONTROL
 JZ1495
 JZ1495  NGVD 29 (??/??/92)  331.272  (m)         1086.85   (f) ADJ UNCH    2 0
 JZ1495
 JZ1495.Superseded values are not recommended for survey control.
 JZ1495
 JZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1495.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1495
 JZ1495_MARKER: DR = REFERENCE MARK DISK
 JZ1495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1495_SP_SET: SIDEWALK
 JZ1495_STAMPING: NEW CASTLE NO 1 1939
 JZ1495_MARK LOGO: CGS
 JZ1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1495+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 JZ1495
 JZ1495  HISTORY     - Date     Condition        Report By
 JZ1495  HISTORY     - 1939     MONUMENTED       CGS
 JZ1495  HISTORY     - 1947     GOOD             CGS
 JZ1495  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1495
 JZ1495                          STATION DESCRIPTION
 JZ1495
 JZ1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1495'AT NEW CASTLE.
 JZ1495'AT NEW CASTLE, ABOUT 0.4 MILE EAST ALONG BROAD STREET FROM THE
 JZ1495'COURT HOUSE, THENCE ABOUT 0.5 MILE SOUTH ALONG SOUTH 18TH STREET,
 JZ1495'THENCE ABOUT 0.6 MILE SOUTHEAST ALONG GRAND AVENUE, AT THE
 JZ1495'INTERSECTION OF SOUTH 25TH STREET, 82 FEET SOUTH-SOUTHWEST OF THE
 JZ1495'CENTER OF THE INTERSECTION, 18.5 FEET SOUTH OF POWER POLE NO.
 JZ1495'860-1264, 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 JZ1495'BLOCK FURNITURE STORE, 15 FEET WEST OF THE CENTER LINE OF SOUTH 25TH
 JZ1495'STREET, AND SET IN THE TOP OF THE SIDE WALK ALONG 25TH STREET
 JZ1495'AND 0.9 FOOT WEST OF ITS EAST EDGE.
 JZ1495
 JZ1495                          STATION RECOVERY (2006)
 JZ1495
 JZ1495'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1495'RECOVERED AS PREVIOUSLY DESCRIBED, IN FRONT OF THE RESIDENCE AT 1411
 JZ1495'S. 25TH. STREET. THE OWNER IS AWARE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1496 ***********************************************************************
 JZ1496  DESIGNATION -  NEW CASTLE RM 2
 JZ1496  PID         -  JZ1496
 JZ1496  STATE/COUNTY-  IN/HENRY
 JZ1496  COUNTRY     -  US
 JZ1496  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1496
 JZ1496                         *CURRENT SURVEY CONTROL
 JZ1496  ______________________________________________________________________
 JZ1496* NAD 83(1986) POSITION- 39 55 05.70   (N) 085 21 18.15   (W)   HD_HELD1
 JZ1496* NAVD 88 ORTHO HEIGHT -   331.404 (meters)     1087.28  (feet) ADJUSTED
 JZ1496  ______________________________________________________________________
 JZ1496  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 JZ1496  DYNAMIC HEIGHT  -        331.218 (meters)     1086.67  (feet) COMP
 JZ1496  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 JZ1496
 JZ1496  VERT ORDER      -  SECOND    CLASS 0
 JZ1496
 JZ1496.The horizontal coordinates were determined by differentially corrected
 JZ1496.hand held GPS observations or other comparable positioning techniques
 JZ1496.and have an estimated accuracy of +/- 3 meters.
 JZ1496
 JZ1496.The orthometric height was determined by differential leveling and
 JZ1496.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1496.in June 1991.
 JZ1496
 JZ1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1496.GEOID18 height accuracy estimate available here.
 JZ1496
 JZ1496.Click photographs - Photos may exist for this station.
 JZ1496
 JZ1496.The dynamic height is computed by dividing the NAVD 88
 JZ1496.geopotential number by the normal gravity value computed on the
 JZ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1496.degrees latitude (g = 980.6199 gals.).
 JZ1496
 JZ1496.The modeled gravity was interpolated from observed gravity values.
 JZ1496
 JZ1496;                    North         East    Units  Estimated Accuracy
 JZ1496;SPC IN E     -   518,487.4     126,641.7     MT  (+/- 3 meters HH1 GPS) 
 JZ1496
 JZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4058319979(NAD 83)
 JZ1496
 JZ1496                          SUPERSEDED SURVEY CONTROL
 JZ1496
 JZ1496  NGVD 29 (??/??/92)  331.533  (m)         1087.70   (f) ADJ UNCH    2 0
 JZ1496
 JZ1496.Superseded values are not recommended for survey control.
 JZ1496
 JZ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1496.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1496
 JZ1496_MARKER: DR = REFERENCE MARK DISK
 JZ1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1496_STAMPING: NEW CASTLE NO 2 1939
 JZ1496_MARK LOGO: CGS
 JZ1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1496+STABILITY: SURFACE MOTION
 JZ1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1496+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 JZ1496
 JZ1496  HISTORY     - Date     Condition        Report By
 JZ1496  HISTORY     - 1939     MONUMENTED       CGS
 JZ1496  HISTORY     - 1947     GOOD             CGS
 JZ1496  HISTORY     - 20061121 GOOD             GEOCAC
 JZ1496
 JZ1496                          STATION DESCRIPTION
 JZ1496
 JZ1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1496'AT NEW CASTLE.
 JZ1496'AT NEW CASTLE, ABOUT 0.4 MILE EAST ALONG BROAD STREET FROM THE
 JZ1496'COURT HOUSE, THENCE ABOUT 0.5 MILE SOUTH ALONG SOUTH 18TH STREET,
 JZ1496'THENCE ABOUT 0.6 MILE SOUTHEAST ALONG GRAND AVENUE, ABOUT 100
 JZ1496'YARDS SOUTHWEST OF THE INTERSECTION OF GRAND AVENUE AND 25TH
 JZ1496'STREET, AT THE WEST EDGE OF A VACANT LOT, 208 FEET NORTH OF THE
 JZ1496'NORTHWEST CORNER OF A WIRE FENCE AROUND AN ELECTRIC POWER
 JZ1496'SUB-STATION, 136.5 FEET SOUTH-SOUTHWEST OF THE STATION MARK,
 JZ1496'9.5 FEET NORTH OF POWER POLE NO. 537/372, 18 FEET EAST OF THE
 JZ1496'CENTER LINE OF A PROPOSED STREET, AND SET IN THE TOP OF A CONCRETE
 JZ1496'POST PROJECTING 5 INCHES.
 JZ1496
 JZ1496                          STATION RECOVERY (2006)
 JZ1496
 JZ1496'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1496'RECOVERED IN THE FRONT YARD OF 1410 S. 24TH STREET, 9 FEET NORTH OF A
 JZ1496'POWERPOLE IN THE SW CORNER OF THE YARD, AND APPROX 17 FEET EAST OF THE
 JZ1496'C/L OF 24TH STREET. A SMALL PIECE OF THE DISK IS MISSING BUT THE
 JZ1496'STATION APPEARS TO BE FIRM IN ITS MOUNTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3291 ***********************************************************************
 JZ3291  DESIGNATION -  NEW GERMANTOWN AWY BCN 5
 JZ3291  PID         -  JZ3291
 JZ3291  STATE/COUNTY-  IN/WAYNE
 JZ3291  COUNTRY     -  US
 JZ3291  USGS QUAD   -  CAMBRIDGE CITY (2019)
 JZ3291
 JZ3291                         *CURRENT SURVEY CONTROL
 JZ3291  ______________________________________________________________________
 JZ3291* NAD 83(1997) POSITION- 39 48 39.17887(N) 085 08 37.53448(W)   ADJUSTED
 JZ3291  ______________________________________________________________________
 JZ3291  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 JZ3291  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 JZ3291  HORZ ORDER      -  THIRD
 JZ3291
 JZ3291.The horizontal coordinates were established by classical geodetic methods
 JZ3291.and adjusted by the National Geodetic Survey in May 1999.
 JZ3291
 JZ3291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3291.GEOID18 height accuracy estimate available here.
 JZ3291
 JZ3291.Click photographs - Photos may exist for this station.
 JZ3291
 JZ3291.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3291
 JZ3291. The following values were computed from the NAD 83(1997) position.
 JZ3291
 JZ3291;                    North         East     Units Scale Factor Converg.
 JZ3291;SPC IN E     -   506,650.963   144,774.615   MT  0.99999134   +0 20 05.3
 JZ3291;SPC IN E     - 1,662,237.37    474,981.38   sFT  0.99999134   +0 20 05.3
 JZ3291;UTM  16      - 4,408,415.641   658,889.439   MT  0.99991081   +1 11 19.4
 JZ3291
 JZ3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5888908415(NAD 83)
 JZ3291
 JZ3291                          SUPERSEDED SURVEY CONTROL
 JZ3291
 JZ3291  NAD 83(1995)-  39 48 39.18300(N)    085 08 37.53889(W) AD(       ) 3
 JZ3291  NAD 83(1986)-  39 48 39.18517(N)    085 08 37.54911(W) AD(       ) 3
 JZ3291  NAD 27      -  39 48 39.03000(N)    085 08 37.67000(W) AD(       ) 3
 JZ3291
 JZ3291.Superseded values are not recommended for survey control.
 JZ3291
 JZ3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3291.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3291
 JZ3291_MARKER: 22 = AIRWAY BEACON
 JZ3291
 JZ3291  HISTORY     - Date     Condition        Report By
 JZ3291  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3291
 JZ3291                          STATION DESCRIPTION
 JZ3291
 JZ3291'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3291'THIS STATION IS AIRWAY BEACON NO.5, LOCATED 0.5 MILE SW OF NEW
 JZ3291'GERMANTOWN ON LAND OWNED BY EDWIN WICKS. IT IS LOCATED ON A LOW
 JZ3291'KNOLL ABOUT 0.1 MILE S OF U.S. HIGHWAY 40 AND ABOUT 100 FEET S OF THE
 JZ3291'PENNSYLVANIA RAILROAD TRACKS.
 JZ3291'
 JZ3291'THE BEACON IS A STANDARD ORANGE AND WHITE 50-FOOT REVOLVING AIRWAY
 JZ3291'BEACON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2057 ***********************************************************************
 JA2057  DESIGNATION -  NEW HARMONY MUNICIPAL TANK
 JA2057  PID         -  JA2057
 JA2057  STATE/COUNTY-  IN/POSEY
 JA2057  COUNTRY     -  US
 JA2057  USGS QUAD   -  NEW HARMONY (2019)
 JA2057
 JA2057                         *CURRENT SURVEY CONTROL
 JA2057  ______________________________________________________________________
 JA2057* NAD 83(1997) POSITION- 38 07 43.33665(N) 087 55 49.90538(W)   ADJUSTED
 JA2057  ______________________________________________________________________
 JA2057  GEOID HEIGHT    -        -30.832 (meters)                     GEOID18
 JA2057  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 JA2057  HORZ ORDER      -  THIRD
 JA2057
 JA2057.The horizontal coordinates were established by classical geodetic methods
 JA2057.and adjusted by the National Geodetic Survey in May 1999.
 JA2057
 JA2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2057.GEOID18 height accuracy estimate available here.
 JA2057
 JA2057.Click photographs - Photos may exist for this station.
 JA2057
 JA2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2057
 JA2057. The following values were computed from the NAD 83(1997) position.
 JA2057
 JA2057;                    North         East     Units Scale Factor Converg.
 JA2057;SPC IN W     -   320,118.549   825,720.759   MT  1.00003459   -0 31 23.2
 JA2057;SPC IN W     - 1,050,255.61  2,709,052.19   sFT  1.00003459   -0 31 23.2
 JA2057;UTM  16      - 4,220,504.145   418,444.146   MT  0.99968192   -0 34 28.4
 JA2057
 JA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1844420504(NAD 83)
 JA2057
 JA2057                          SUPERSEDED SURVEY CONTROL
 JA2057
 JA2057  NAD 83(1993)-  38 07 43.34396(N)    087 55 49.90382(W) AD(       ) 3
 JA2057  NAD 83(1986)-  38 07 43.34681(N)    087 55 49.90576(W) AD(       ) 3
 JA2057  NAD 27      -  38 07 43.17996(N)    087 55 49.79335(W) AD(       ) 3
 JA2057
 JA2057.Superseded values are not recommended for survey control.
 JA2057
 JA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2057.See file dsdata.pdf to determine how the superseded data were derived.
 JA2057
 JA2057_MARKER: 53 = ELEVATED TANK
 JA2057
 JA2057  HISTORY     - Date     Condition        Report By
 JA2057  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2057
 JA2057                          STATION DESCRIPTION
 JA2057
 JA2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2057'STATION IS LOCATED ABOUT 0.25 MILE EAST OF THE BUSINESS SECTION OF
 JA2057'NEW HARMONY,
 JA2057'BETWEEN SOUTH EAST STREET AND SOUTH SHORT STREET AND
 JA2057'BETWEEN EAST STEAM MILL STREET
 JA2057'AND EAST TAVERN STREET.
 JA2057'
 JA2057'THE TANK IS ABOUT 125 FEET HIGH, IS SUPPORTED BY 4 LEGS AND IS
 JA2057'PAINTED SILVER.
 JA2057'
 JA2057'POINTED INTERSECTED WAS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2465 ***********************************************************************
 LB2465  DESIGNATION -  NEW HOPE
 LB2465  PID         -  LB2465
 LB2465  STATE/COUNTY-  IN/TIPTON
 LB2465  COUNTRY     -  US
 LB2465  USGS QUAD   -  TIPTON (2019)
 LB2465
 LB2465                         *CURRENT SURVEY CONTROL
 LB2465  ______________________________________________________________________
 LB2465* NAD 83(1997) POSITION- 40 20 52.44591(N) 086 04 11.59647(W)   ADJUSTED
 LB2465* NAVD 88 ORTHO HEIGHT -   268.81  (+/-2cm)      881.9   (feet) VERTCON3
 LB2465  ______________________________________________________________________
 LB2465  GEOID HEIGHT    -        -34.399 (meters)                     GEOID18
 LB2465  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LB2465  HORZ ORDER      -  SECOND
 LB2465  VERT ORDER      -  THIRD ? (See Below)
 LB2465
 LB2465.The horizontal coordinates were established by classical geodetic methods
 LB2465.and adjusted by the National Geodetic Survey in May 1999.
 LB2465
 LB2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2465
 LB2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2465.GEOID18 height accuracy estimate available here.
 LB2465
 LB2465.The vertical order pertains to the NGVD 29 superseded value.
 LB2465
 LB2465.Click photographs - Photos may exist for this station.
 LB2465
 LB2465.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2465
 LB2465. The following values were computed from the NAD 83(1997) position.
 LB2465
 LB2465;                    North         East     Units Scale Factor Converg.
 LB2465;SPC IN E     -   566,224.685    65,743.859   MT  0.99998111   -0 15 39.8
 LB2465;SPC IN E     - 1,857,688.82    215,694.64   sFT  0.99998111   -0 15 39.8
 LB2465;UTM  16      - 4,466,787.176   578,990.267   MT  0.99967680   +0 36 08.0
 LB2465
 LB2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2465!SPC IN E     -   0.99996323  x   0.99998111  =   0.99994434
 LB2465!UTM  16      -   0.99996323  x   0.99967680  =   0.99964004
 LB2465
 LB2465:                Primary Azimuth Mark                     Grid Az
 LB2465:SPC IN E     -  MIDWAY                                   339 24 10.5
 LB2465:UTM  16      -  MIDWAY                                   338 32 22.7
 LB2465
 LB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7899066787(NAD 83)
 LB2465
 LB2465|---------------------------------------------------------------------|
 LB2465| PID    Reference Object                     Distance      Geod. Az  |
 LB2465|                                                           dddmmss.s |
 LB2465| LB2466 MIDWAY                              APPROX. 2.1 KM 3390830.7 |
 LB2465| CC9041 NEW HOPE RM                          37.080 METERS 35813     |
 LB2465|---------------------------------------------------------------------|
 LB2465
 LB2465                          SUPERSEDED SURVEY CONTROL
 LB2465
 LB2465  NAD 83(1986)-  40 20 52.44926(N)    086 04 11.61307(W) AD(       ) 2
 LB2465  NAD 27      -  40 20 52.31560(N)    086 04 11.65250(W) AD(       ) 2
 LB2465  USSD        -  40 20 52.33400(N)    086 04 11.52200(W) AD(       ) 3
 LB2465  NGVD 29             268.93   (m)          882.3    (f) LEVELING    3  
 LB2465
 LB2465.Superseded values are not recommended for survey control.
 LB2465
 LB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2465.See file dsdata.pdf to determine how the superseded data were derived.
 LB2465
 LB2465_MARKER: DS = TRIANGULATION STATION DISK
 LB2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2465_STAMPING: NEW HOPE 1920
 LB2465_MARK LOGO: CGS
 LB2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2465+STABILITY: SURFACE MOTION
 LB2465
 LB2465  HISTORY     - Date     Condition        Report By
 LB2465  HISTORY     - 1920     MONUMENTED       CGS
 LB2465  HISTORY     - 1933     GOOD             CGS
 LB2465  HISTORY     - 1960     POOR             USGS
 LB2465
 LB2465                          STATION DESCRIPTION
 LB2465
 LB2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2465'THE STATION IS ABOUT 1-1/8 MILES S OF SHARPSVILLE, ON THE W SIDE OF
 LB2465'THE TRACK, ABOUT 80 YARDS N OF NEW HOPE INTERURBAN STATION, 50 YARDS
 LB2465'NE OF J. A. YOUNGMANS RESIDENCE, 6 YARDS E OF THE N AND S HIGHWAY,
 LB2465'5.550 METERS (18.20 FEET) W OF THE W AND NEAREST RAIL.
 LB2465'
 LB2465'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2465'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE OPPOSITE
 LB2465'SIDE OF THE TRACK, 37.08 METERS (121.65 FEET) FROM THE STATION
 LB2465'N 01 DEG 46 MIN W.
 LB2465
 LB2465                          STATION RECOVERY (1933)
 LB2465
 LB2465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LB2465'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 LB2465'
 LB2465'TO REACH FROM TIPTON, GO TO JACKSON MILL.  FROM JACKSON MILL CONTINUE
 LB2465'N ON GRAVEL ROAD FOR 0.3 MILE TO T-INTERSECTION WITH AN E-W ROAD.
 LB2465'TURN W AT INTERSECTION AND GO 0.5 MILE TO CROSS ROAD.  TURN N AT
 LB2465'CROSS ROAD AND GO 1.1 MILES TO RAILROAD CROSSING AND STATION MARK,
 LB2465'6 YARDS E OF ROAD.
 LB2465
 LB2465                          STATION RECOVERY (1960)
 LB2465
 LB2465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2465'THIS STATION WAS FOUND BROKEN OFF.  THE BRASS TABLET HAD BEEN
 LB2465'REMOVED, BUT THE BRASS STEM REMAINED IN THE BROKEN CONCRETE.  THE
 LB2465'RM WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1306 ***********************************************************************
 LB1306  DESIGNATION -  NEW L 5
 LB1306  PID         -  LB1306
 LB1306  STATE/COUNTY-  IN/NEWTON
 LB1306  COUNTRY     -  US
 LB1306  USGS QUAD   -  MOUNT AYR (2019)
 LB1306
 LB1306                         *CURRENT SURVEY CONTROL
 LB1306  ______________________________________________________________________
 LB1306* NAD 83(1986) POSITION- 40 52 43.     (N) 087 18 24.     (W)   SCALED
 LB1306* NAVD 88 ORTHO HEIGHT -   197.731 (meters)      648.72  (feet) ADJUSTED
 LB1306  ______________________________________________________________________
 LB1306  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 LB1306  DYNAMIC HEIGHT  -        197.644 (meters)      648.44  (feet) COMP
 LB1306  MODELED GRAVITY -    980,182.4   (mgal)                       NAVD 88
 LB1306
 LB1306  VERT ORDER      -  SECOND    CLASS 0
 LB1306
 LB1306.The horizontal coordinates were scaled from a map and have
 LB1306.an estimated accuracy of +/- 6 seconds.
 LB1306
 LB1306.The orthometric height was determined by differential leveling and
 LB1306.adjusted by the NATIONAL GEODETIC SURVEY
 LB1306.in June 1991.
 LB1306
 LB1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1306.GEOID18 height accuracy estimate available here.
 LB1306
 LB1306.Click photographs - Photos may exist for this station.
 LB1306
 LB1306.The dynamic height is computed by dividing the NAVD 88
 LB1306.geopotential number by the normal gravity value computed on the
 LB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1306.degrees latitude (g = 980.6199 gals.).
 LB1306
 LB1306.The modeled gravity was interpolated from observed gravity values.
 LB1306
 LB1306;                    North         East    Units  Estimated Accuracy
 LB1306;SPC IN W     -   625,100.      881,180.      MT  (+/- 180 meters Scaled)
 LB1306
 LB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741253(NAD 83)
 LB1306
 LB1306                          SUPERSEDED SURVEY CONTROL
 LB1306
 LB1306  NGVD 29 (??/??/92)  197.809  (m)          648.98   (f) ADJ UNCH    2 0
 LB1306
 LB1306.Superseded values are not recommended for survey control.
 LB1306
 LB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1306.See file dsdata.pdf to determine how the superseded data were derived.
 LB1306
 LB1306_STAMPING: NEW L 5
 LB1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1306+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2010
 LB1306
 LB1306  HISTORY     - Date     Condition        Report By
 LB1306  HISTORY     - UNK      MONUMENTED       INHD
 LB1306  HISTORY     - 1946     GOOD             CGS
 LB1306  HISTORY     - 20080921 GOOD             GEOCAC
 LB1306  HISTORY     - 20100310 GOOD             AEROME
 LB1306  HISTORY     - 20160205 MARK NOT FOUND   AMESC
 LB1306
 LB1306                          STATION DESCRIPTION
 LB1306
 LB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1306'5.7 MI S FROM MT AYR.
 LB1306'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1306'BUILDING AT MT. AYR, ABOUT 0.9 MILE NORTH OF THE INTERSECTION
 LB1306'WITH STATE HGIHWAY 16, SET IN THE TOP OF THE NORTHWEST WINGWALL
 LB1306'OF A 20-FOOT CONCRETE BRIDGE (THE SECOND CONCRETE BRIDGE SOUTH
 LB1306'OF SILVER GATES FARM), ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.
 LB1306
 LB1306                          STATION RECOVERY (2008)
 LB1306
 LB1306'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1306'RECOVERED IN GOOD CONDITION.
 LB1306
 LB1306                          STATION RECOVERY (2010)
 LB1306
 LB1306'RECOVERY NOTE BY AERO METRIC INC 2010
 LB1306'RECOVERED IN GOOD CONDITION.
 LB1306
 LB1306                          STATION RECOVERY (2016)
 LB1306
 LB1306'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1306'A NEW BRIDGE HAS BEEN CONSTRUCTED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3391 ***********************************************************************
 JZ3391  DESIGNATION -  NEW PALESTINE ZION EVAN CH
 JZ3391  PID         -  JZ3391
 JZ3391  STATE/COUNTY-  IN/HANCOCK
 JZ3391  COUNTRY     -  US
 JZ3391  USGS QUAD   -  ACTON (2019)
 JZ3391
 JZ3391                         *CURRENT SURVEY CONTROL
 JZ3391  ______________________________________________________________________
 JZ3391* NAD 83(1997) POSITION- 39 43 14.37913(N) 085 53 20.37773(W)   ADJUSTED
 JZ3391  ______________________________________________________________________
 JZ3391  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 JZ3391  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 JZ3391  HORZ ORDER      -  THIRD
 JZ3391
 JZ3391.The horizontal coordinates were established by classical geodetic methods
 JZ3391.and adjusted by the National Geodetic Survey in May 1999.
 JZ3391
 JZ3391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3391.GEOID18 height accuracy estimate available here.
 JZ3391
 JZ3391.Click photographs - Photos may exist for this station.
 JZ3391
 JZ3391.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3391
 JZ3391. The following values were computed from the NAD 83(1997) position.
 JZ3391
 JZ3391;                    North         East     Units Scale Factor Converg.
 JZ3391;SPC IN E     -   496,526.736    80,938.119   MT  0.99997114   -0 08 31.5
 JZ3391;SPC IN E     - 1,629,021.47    265,544.48   sFT  0.99997114   -0 08 31.5
 JZ3391;UTM  16      - 4,397,344.068   595,221.564   MT  0.99971163   +0 42 36.1
 JZ3391
 JZ3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9522197344(NAD 83)
 JZ3391
 JZ3391                          SUPERSEDED SURVEY CONTROL
 JZ3391
 JZ3391  NAD 83(1986)-  39 43 14.37951(N)    085 53 20.39247(W) AD(       ) 3
 JZ3391  NAD 27      -  39 43 14.22200(N)    085 53 20.46000(W) AD(       ) 3
 JZ3391
 JZ3391.Superseded values are not recommended for survey control.
 JZ3391
 JZ3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3391.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3391
 JZ3391_MARKER: 90 = CHURCH SPIRE
 JZ3391
 JZ3391  HISTORY     - Date     Condition        Report By
 JZ3391  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3391
 JZ3391                          STATION DESCRIPTION
 JZ3391
 JZ3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3391'THIS STATION IS A TALL SPIRE ON THE ZION EVANGELICAL CHURCH IN NEW
 JZ3391'PALESTINE, INDIANA. IT IS LOCATED IN THE APPROXIMATE
 JZ3391'CENTER OF THE VILLAGE ON THE S SIDE OF U.S. HIGHWAY 52. THE CHURCH IS
 JZ3391'OF RED BRICK CONSTRUCTION, BUILT IN 1888 AND IS QUITE PROMINENT.
 JZ3391'
 JZ3391'THE TOWER IS OF RED BRICK CONSTRUCTION ABOUT 50 FEET HIGH AND HAS A
 JZ3391'NARROW LEDGE AROUND THE TOP. ON THIS THERE IS A GRAY SLATE
 JZ3391'SHINGLED TOWER ABOUT 20 FEET HIGH AND HAS A 3- FOOT LOUVER ON ALL
 JZ3391'FOUR SIDES NEAR THE TOP. ON THIS THERE IS A GRAY SLATE SHINGLED
 JZ3391'SPIRE ABOUT 40 FEET HIGH WHICH HAS A SMALL ORNAMENTAL FINIAL AT ITS
 JZ3391'APEX.
 JZ3391'
 JZ3391'THE TOTAL HEIGHT IS ABOUT 110 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3310 ***********************************************************************
 JZ3310  DESIGNATION -  NEWCASTLE BLACK STACK
 JZ3310  PID         -  JZ3310
 JZ3310  STATE/COUNTY-  IN/HENRY
 JZ3310  COUNTRY     -  US
 JZ3310  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3310
 JZ3310                         *CURRENT SURVEY CONTROL
 JZ3310  ______________________________________________________________________
 JZ3310* NAD 83(1997) POSITION- 39 54 54.63712(N) 085 21 35.66860(W)   ADJUSTED
 JZ3310  ______________________________________________________________________
 JZ3310  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 JZ3310  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 JZ3310  HORZ ORDER      -  THIRD
 JZ3310
 JZ3310.The horizontal coordinates were established by classical geodetic methods
 JZ3310.and adjusted by the National Geodetic Survey in May 1999.
 JZ3310
 JZ3310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3310.GEOID18 height accuracy estimate available here.
 JZ3310
 JZ3310.Click photographs - Photos may exist for this station.
 JZ3310
 JZ3310.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3310
 JZ3310. The following values were computed from the NAD 83(1997) position.
 JZ3310
 JZ3310;                    North         East     Units Scale Factor Converg.
 JZ3310;SPC IN E     -   518,144.777   126,226.842   MT  0.99997513   +0 11 48.6
 JZ3310;SPC IN E     - 1,699,946.66    414,129.23   sFT  0.99997513   +0 11 48.6
 JZ3310;UTM  16      - 4,419,630.267   640,174.259   MT  0.99984190   +1 03 09.1
 JZ3310
 JZ3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4017419630(NAD 83)
 JZ3310
 JZ3310                          SUPERSEDED SURVEY CONTROL
 JZ3310
 JZ3310  NAD 83(1995)-  39 54 54.63821(N)    085 21 35.67926(W) AD(       ) 3
 JZ3310  NAD 83(1986)-  39 54 54.63848(N)    085 21 35.68483(W) AD(       ) 3
 JZ3310  NAD 27      -  39 54 54.47100(N)    085 21 35.80500(W) AD(       ) 3
 JZ3310
 JZ3310.Superseded values are not recommended for survey control.
 JZ3310
 JZ3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3310.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3310
 JZ3310_MARKER: 63 = STACK
 JZ3310
 JZ3310  HISTORY     - Date     Condition        Report By
 JZ3310  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3310
 JZ3310                          STATION DESCRIPTION
 JZ3310
 JZ3310'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3311 ***********************************************************************
 JZ3311  DESIGNATION -  NEWCASTLE CHRYSLER CORP STK
 JZ3311  PID         -  JZ3311
 JZ3311  STATE/COUNTY-  IN/HENRY
 JZ3311  COUNTRY     -  US
 JZ3311  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3311
 JZ3311                         *CURRENT SURVEY CONTROL
 JZ3311  ______________________________________________________________________
 JZ3311* NAD 83(1997) POSITION- 39 54 56.32343(N) 085 21 35.44325(W)   ADJUSTED
 JZ3311  ______________________________________________________________________
 JZ3311  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 JZ3311  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 JZ3311  HORZ ORDER      -  THIRD
 JZ3311
 JZ3311.The horizontal coordinates were established by classical geodetic methods
 JZ3311.and adjusted by the National Geodetic Survey in May 1999.
 JZ3311
 JZ3311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3311.GEOID18 height accuracy estimate available here.
 JZ3311
 JZ3311.Click photographs - Photos may exist for this station.
 JZ3311
 JZ3311.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3311
 JZ3311. The following values were computed from the NAD 83(1997) position.
 JZ3311
 JZ3311;                    North         East     Units Scale Factor Converg.
 JZ3311;SPC IN E     -   518,196.803   126,232.016   MT  0.99997513   +0 11 48.8
 JZ3311;SPC IN E     - 1,700,117.34    414,146.21   sFT  0.99997513   +0 11 48.8
 JZ3311;UTM  16      - 4,419,682.359   640,178.654   MT  0.99984191   +1 03 09.3
 JZ3311
 JZ3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4017819682(NAD 83)
 JZ3311
 JZ3311                          SUPERSEDED SURVEY CONTROL
 JZ3311
 JZ3311  NAD 83(1995)-  39 54 56.32443(N)    085 21 35.45327(W) AD(       ) 3
 JZ3311  NAD 83(1986)-  39 54 56.32473(N)    085 21 35.45900(W) AD(       ) 3
 JZ3311  NAD 27      -  39 54 56.15600(N)    085 21 35.57700(W) AD(       ) 3
 JZ3311
 JZ3311.Superseded values are not recommended for survey control.
 JZ3311
 JZ3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3311.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3311
 JZ3311_MARKER: 63 = STACK
 JZ3311
 JZ3311  HISTORY     - Date     Condition        Report By
 JZ3311  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3311
 JZ3311                          STATION DESCRIPTION
 JZ3311
 JZ3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3311'A STACK LOCATED ON THE GROUNDS OF THE CHRYSLER CORPORATION ON THE
 JZ3311'SOUTHEAST SIDE OF FIRST AVENUE IN NEWCASTLE. THE STACK IS A
 JZ3311'YELLOW BRICK STRUCTURE ABOUT 15 FEET IN DIAMETER AT THE BASE, 8 FEET
 JZ3311'IN DIAMETER AT THE TOP, ABOUT 140 FEET HIGH, HAVING A COLLAR
 JZ3311'AT THE TOP, AND IS SITUATED IN THE EASTERN PART OF THE COMPANYS
 JZ3311'GROUNDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3312 ***********************************************************************
 JZ3312  DESIGNATION -  NEWCASTLE CHRYSLER CORP TANK
 JZ3312  PID         -  JZ3312
 JZ3312  STATE/COUNTY-  IN/HENRY
 JZ3312  COUNTRY     -  US
 JZ3312  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3312
 JZ3312                         *CURRENT SURVEY CONTROL
 JZ3312  ______________________________________________________________________
 JZ3312* NAD 83(1997) POSITION- 39 54 58.11591(N) 085 21 34.93265(W)   ADJUSTED
 JZ3312  ______________________________________________________________________
 JZ3312  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 JZ3312  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 JZ3312  HORZ ORDER      -  THIRD
 JZ3312
 JZ3312.The horizontal coordinates were established by classical geodetic methods
 JZ3312.and adjusted by the National Geodetic Survey in May 1999.
 JZ3312
 JZ3312.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3312.GEOID18 height accuracy estimate available here.
 JZ3312
 JZ3312.Click photographs - Photos may exist for this station.
 JZ3312
 JZ3312.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3312
 JZ3312. The following values were computed from the NAD 83(1997) position.
 JZ3312
 JZ3312;                    North         East     Units Scale Factor Converg.
 JZ3312;SPC IN E     -   518,252.128   126,243.952   MT  0.99997514   +0 11 49.1
 JZ3312;SPC IN E     - 1,700,298.86    414,185.37   sFT  0.99997514   +0 11 49.1
 JZ3312;UTM  16      - 4,419,737.848   640,189.761   MT  0.99984195   +1 03 09.7
 JZ3312
 JZ3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4018919737(NAD 83)
 JZ3312
 JZ3312                          SUPERSEDED SURVEY CONTROL
 JZ3312
 JZ3312  NAD 83(1995)-  39 54 58.11661(N)    085 21 34.94198(W) AD(       ) 3
 JZ3312  NAD 83(1986)-  39 54 58.11699(N)    085 21 34.94773(W) AD(       ) 3
 JZ3312  NAD 27      -  39 54 57.94800(N)    085 21 35.06300(W) AD(       ) 3
 JZ3312
 JZ3312.Superseded values are not recommended for survey control.
 JZ3312
 JZ3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3312.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3312
 JZ3312_MARKER: 53 = ELEVATED TANK
 JZ3312
 JZ3312  HISTORY     - Date     Condition        Report By
 JZ3312  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3312
 JZ3312                          STATION DESCRIPTION
 JZ3312
 JZ3312'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3312'A TANK LOCATED ON THE GROUNDS OF THE CHRYSLER CORPORATION ON THE
 JZ3312'SOUTHEAST SIDE OF FIRST AVENUE IN NEWCASTLE. IT HAS FOUR
 JZ3312'STEEL TRUSSWORK LEGS ABOUT 95 FEET HIGH, A VERTICAL SECTION SILVER
 JZ3312'IN COLOR, ABOUT 25 FEET HIGH AND A CONICAL ROOF WITH A
 JZ3312'SILVER BALL AT ITS APEX. TOTAL HEIGHT, ABOUT 120 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3306 ***********************************************************************
 JZ3306  DESIGNATION -  NEWCASTLE CIRCLE A PROD TANK
 JZ3306  PID         -  JZ3306
 JZ3306  STATE/COUNTY-  IN/HENRY
 JZ3306  COUNTRY     -  US
 JZ3306  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3306
 JZ3306                         *CURRENT SURVEY CONTROL
 JZ3306  ______________________________________________________________________
 JZ3306* NAD 83(1997) POSITION- 39 55 12.76967(N) 085 21 07.19070(W)   ADJUSTED
 JZ3306  ______________________________________________________________________
 JZ3306  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ3306  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 JZ3306  HORZ ORDER      -  THIRD
 JZ3306
 JZ3306.The horizontal coordinates were established by classical geodetic methods
 JZ3306.and adjusted by the National Geodetic Survey in May 1999.
 JZ3306
 JZ3306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3306.GEOID18 height accuracy estimate available here.
 JZ3306
 JZ3306.Click photographs - Photos may exist for this station.
 JZ3306
 JZ3306.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3306
 JZ3306. The following values were computed from the NAD 83(1997) position.
 JZ3306
 JZ3306;                    North         East     Units Scale Factor Converg.
 JZ3306;SPC IN E     -   518,706.366   126,901.196   MT  0.99997557   +0 12 07.0
 JZ3306;SPC IN E     - 1,701,789.14    416,341.67   sFT  0.99997557   +0 12 07.0
 JZ3306;UTM  16      - 4,420,201.790   640,840.062   MT  0.99984420   +1 03 27.8
 JZ3306
 JZ3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4084020201(NAD 83)
 JZ3306
 JZ3306                          SUPERSEDED SURVEY CONTROL
 JZ3306
 JZ3306  NAD 83(1995)-  39 55 12.77011(N)    085 21 07.19990(W) AD(       ) 3
 JZ3306  NAD 83(1986)-  39 55 12.77062(N)    085 21 07.20559(W) AD(       ) 3
 JZ3306  NAD 27      -  39 55 12.60000(N)    085 21 07.32000(W) AD(       ) 3
 JZ3306
 JZ3306.Superseded values are not recommended for survey control.
 JZ3306
 JZ3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3306.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3306
 JZ3306_MARKER: 53 = ELEVATED TANK
 JZ3306
 JZ3306  HISTORY     - Date     Condition        Report By
 JZ3306  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3306
 JZ3306                          STATION DESCRIPTION
 JZ3306
 JZ3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3306'A TANK ON THE GROUNDS OF THE CIRCLE A PRODUCTS CORPORATION, ON THE
 JZ3306'NORTH SIDE OF GRAND AVENUE AND THE EAST SIDE OF TWENTY-FOURTH
 JZ3306'STREET IN THE CITY OF NEWCASTLE. IT HAS FOUR BLACK TRUSSWORK LEGS
 JZ3306'ABOUT 75 FEET HIGH, A VERTICAL SECTION OF WOOD, PAINTED
 JZ3306'BLACK WITH A LARGE LETTER A ENCIRCLED WITH WHITE ON THE NORTH, SOUTH,
 JZ3306'EAST AND WEST SIDES, AND A CONICAL ROOF WITH A BLACK BALL AT ITS
 JZ3306'APEX. TOTAL HEIGHT, ABOUT 100 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3307 ***********************************************************************
 JZ3307  DESIGNATION -  NEWCASTLE HENRY CO CTHSE TOWER
 JZ3307  PID         -  JZ3307
 JZ3307  STATE/COUNTY-  IN/HENRY
 JZ3307  COUNTRY     -  US
 JZ3307  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3307
 JZ3307                         *CURRENT SURVEY CONTROL
 JZ3307  ______________________________________________________________________
 JZ3307* NAD 83(1997) POSITION- 39 55 51.41511(N) 085 22 14.44223(W)   ADJUSTED
 JZ3307  ______________________________________________________________________
 JZ3307  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ3307  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 JZ3307  HORZ ORDER      -  THIRD
 JZ3307
 JZ3307.The horizontal coordinates were established by classical geodetic methods
 JZ3307.and adjusted by the National Geodetic Survey in May 1999.
 JZ3307
 JZ3307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3307.GEOID18 height accuracy estimate available here.
 JZ3307
 JZ3307.Click photographs - Photos may exist for this station.
 JZ3307
 JZ3307.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3307
 JZ3307. The following values were computed from the NAD 83(1997) position.
 JZ3307
 JZ3307;                    North         East     Units Scale Factor Converg.
 JZ3307;SPC IN E     -   519,892.792   125,300.198   MT  0.99997454   +0 11 23.9
 JZ3307;SPC IN E     - 1,705,681.60    411,089.07   sFT  0.99997454   +0 11 23.9
 JZ3307;UTM  16      - 4,421,364.013   639,221.736   MT  0.99983862   +1 02 45.5
 JZ3307
 JZ3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3922121364(NAD 83)
 JZ3307
 JZ3307                          SUPERSEDED SURVEY CONTROL
 JZ3307
 JZ3307  NAD 83(1995)-  39 55 51.41657(N)    085 22 14.45120(W) AD(       ) 3
 JZ3307  NAD 83(1986)-  39 55 51.41646(N)    085 22 14.45752(W) AD(       ) 3
 JZ3307  NAD 27      -  39 55 51.25000(N)    085 22 14.57000(W) AD(       ) 3
 JZ3307
 JZ3307.Superseded values are not recommended for survey control.
 JZ3307
 JZ3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3307.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3307
 JZ3307_MARKER: 55 = TOWER
 JZ3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3307+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 JZ3307
 JZ3307  HISTORY     - Date     Condition        Report By
 JZ3307  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3307  HISTORY     - 20061121 GOOD             GEOCAC
 JZ3307
 JZ3307                          STATION DESCRIPTION
 JZ3307
 JZ3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3307'THE CENTER OF THE CLOCK TOWER ON THE HENRY COUNTY COURTHOUSE IN
 JZ3307'NEWCASTLE, IN THE CENTER OF THE CITY. IT IS ABOUT 40 FEET HIGH,
 JZ3307'WITH A CLOCK DIAL ON EACH OF ITS FOUR SIDES, ABOUT 6 FEET SQUARE AT
 JZ3307'ITS TOP, AND THE TOTAL HEIGHT IS ABOUT 130 FEET. THE BUILDING
 JZ3307'WAS ERECTED IN 1866.
 JZ3307
 JZ3307                          STATION RECOVERY (2006)
 JZ3307
 JZ3307'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ3307'VISITED SITE AND VERIFIED EXISTENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1554 ***********************************************************************
 JZ1554  DESIGNATION -  NEWKIRK
 JZ1554  PID         -  JZ1554
 JZ1554  STATE/COUNTY-  IN/RUSH
 JZ1554  COUNTRY     -  US
 JZ1554  USGS QUAD   -  FALMOUTH (2019)
 JZ1554
 JZ1554                         *CURRENT SURVEY CONTROL
 JZ1554  ______________________________________________________________________
 JZ1554* NAD 83(1997) POSITION- 39 41 55.59786(N) 085 20 21.87290(W)   ADJUSTED
 JZ1554* NAVD 88 ORTHO HEIGHT -   308.667 (meters)     1012.69  (feet) ADJUSTED
 JZ1554  ______________________________________________________________________
 JZ1554  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1554  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 JZ1554  DYNAMIC HEIGHT  -        308.485 (meters)     1012.09  (feet) COMP
 JZ1554  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1554
 JZ1554  HORZ ORDER      -  FIRST
 JZ1554  VERT ORDER      -  SECOND    CLASS 0
 JZ1554
 JZ1554.The horizontal coordinates were established by classical geodetic methods
 JZ1554.and adjusted by the National Geodetic Survey in May 1999.
 JZ1554
 JZ1554.The orthometric height was determined by differential leveling and
 JZ1554.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1554.in June 1991.
 JZ1554
 JZ1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1554.GEOID18 height accuracy estimate available here.
 JZ1554
 JZ1554.Click photographs - Photos may exist for this station.
 JZ1554
 JZ1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1554
 JZ1554.The dynamic height is computed by dividing the NAVD 88
 JZ1554.geopotential number by the normal gravity value computed on the
 JZ1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1554.degrees latitude (g = 980.6199 gals.).
 JZ1554
 JZ1554.The modeled gravity was interpolated from observed gravity values.
 JZ1554
 JZ1554. The following values were computed from the NAD 83(1997) position.
 JZ1554
 JZ1554;                    North         East     Units Scale Factor Converg.
 JZ1554;SPC IN E     -   494,124.658   128,067.282   MT  0.99997636   +0 12 32.5
 JZ1554;SPC IN E     - 1,621,140.65    420,167.41   sFT  0.99997636   +0 12 32.5
 JZ1554;UTM  16      - 4,395,643.359   642,372.124   MT  0.99984955   +1 03 39.2
 JZ1554
 JZ1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1554!SPC IN E     -   0.99995691  x   0.99997636  =   0.99993327
 JZ1554!UTM  16      -   0.99995691  x   0.99984955  =   0.99980647
 JZ1554
 JZ1554:                Primary Azimuth Mark                     Grid Az
 JZ1554:SPC IN E     -  NEWKIRK AZ MK                            178 11 37.4
 JZ1554:UTM  16      -  NEWKIRK AZ MK                            177 20 30.7
 JZ1554
 JZ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4237295643(NAD 83)
 JZ1554
 JZ1554|---------------------------------------------------------------------|
 JZ1554| PID    Reference Object                     Distance      Geod. Az  |
 JZ1554|                                                           dddmmss.s |
 JZ1554| JZ3314 INDIANAPOLIS DAYTON AWY BCN 4       APPROX.12.0 KM 0020112.2 |
 JZ1554| JZ1553 NEWKIRK RM 1                         32.391 METERS 02350     |
 JZ1554| JZ1551 NEWKIRK AZ MK                                      1782409.9 |
 JZ1554| JZ3302 RUSHVILLE RUSH CO CTHSE TWR         APPROX.13.5 KM 2214203.8 |
 JZ1554| JZ3301 RUSHVILLE CITY LT PWR STK           APPROX.14.0 KM 2242241.2 |
 JZ1554| JZ1552 NEWKIRK RM 2                         34.533 METERS 25550     |
 JZ1554| JZ3382 KNIGHTSTOWN SOLDIERS TANK           APPROX.17.3 KM 2963336.4 |
 JZ1554| JZ3383 KNIGHTSTOWN IND SOLDIERS STK        APPROX.17.3 KM 2965057.0 |
 JZ1554| JZ3316 SPICELAND MUNICIPAL TANK            APPROX.17.7 KM 3313548.8 |
 JZ1554| JZ3315 LEWISVILLE MUNICIPAL TANK           APPROX.12.4 KM 3544719.8 |
 JZ1554|---------------------------------------------------------------------|
 JZ1554
 JZ1554                          SUPERSEDED SURVEY CONTROL
 JZ1554
 JZ1554  NAD 83(1995)-  39 41 55.59977(N)    085 20 21.88088(W) AD(       ) 1
 JZ1554  NAD 83(1986)-  39 41 55.60079(N)    085 20 21.88667(W) AD(       ) 1
 JZ1554  NAD 27      -  39 41 55.43600(N)    085 20 22.00600(W) AD(       ) 1
 JZ1554  NGVD 29 (??/??/92)  308.798  (m)         1013.11   (f) ADJ UNCH    2 0
 JZ1554  NGVD 29             308.80   (m)         1013.1    (f) LEVELING    3  
 JZ1554
 JZ1554.Superseded values are not recommended for survey control.
 JZ1554
 JZ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1554.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1554
 JZ1554_MARKER: DS = TRIANGULATION STATION DISK
 JZ1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1554_STAMPING: NEWKIRK 1939
 JZ1554_MARK LOGO: CGS
 JZ1554_PROJECTION: FLUSH
 JZ1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1554+STABILITY: SURFACE MOTION
 JZ1554
 JZ1554  HISTORY     - Date     Condition        Report By
 JZ1554  HISTORY     - 1939     MONUMENTED       CGS
 JZ1554  HISTORY     - 1947     GOOD             CGS
 JZ1554  HISTORY     - 1948     GOOD             CGS
 JZ1554
 JZ1554                          STATION DESCRIPTION
 JZ1554
 JZ1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1554'ABOUT 10 MILES NORTHEAST OF RUSHVILLE, AND 2 MILES WEST OF FALMOUTH,
 JZ1554'IN THE SOUTHEAST CORNER OF A PASTURE LOT LEASED BY MR.
 JZ1554'R.E. NEWKIRK, AND ABOUT 225 YARDS EAST-SOUTHEAST OF THE NEWKIRK
 JZ1554'HOUSE. THE MARK IS 36 FEET NORTH OF THE EAST-WEST FENCE LINE OF
 JZ1554'THE PASTURE, 59 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER, 44 FEET
 JZ1554'WEST OF THE NORTH-SOUTH FENCE LINE, AND IS FLUSH WITH THE GROUND.
 JZ1554'
 JZ1554'TO REACH FROM FALMOUTH, GO WEST ON THE MACADAM ROAD FOR 2.0 MILES TO
 JZ1554'A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO 0.9 MI.  TO THE NEWKIRK
 JZ1554'FARM ON THE LEFT AND THE STATION IN THE SOUTHEAST CORNER OF THE
 JZ1554'PASTURE LOT.
 JZ1554'
 JZ1554'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1554'DISKS SET IN CONCRETE.
 JZ1554'
 JZ1554'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST OF THE
 JZ1554'NORTH-SOUTH FENCE LINE OF THE PASTURE, 48 YARDS NORTH OF THE
 JZ1554'SOUTHEAST FENCE LINE, AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ1554'
 JZ1554'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 1 FOOT NORTH
 JZ1554'OF THE EAST-WEST FENCE LINE, AND PROJECTS 4 INCHES ABOVE
 JZ1554'GROUND.
 JZ1554'
 JZ1554'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION, ON THE
 JZ1554'WEST SIDE OF THE GRAVEL ROAD, AT THE EAST EDGE OF A CULTIVATED
 JZ1554'FIELD, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH OF
 JZ1554'THE CENTER LINE OF A T-ROAD WEST, 7 FEET NORTH OF AN
 JZ1554'ELECTRIC-POWER LINE POLE, AND PROJECTS 6 INCHES ABOVE GROUND.
 JZ1554'NO OBJECTS VISIBLE FROM GROUND
 JZ1554'
 JZ1554'HEIGHT OF LIGHT ABOVE STATION MARK- 34 METERS.
 JZ1554
 JZ1554                          STATION RECOVERY (1947)
 JZ1554
 JZ1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1554'2.2 MI W FROM FALMOUTH.
 JZ1554'ABOUT 2.0 MILES WEST ALONG A TAR AND GRAVEL ROAD FROM THE
 JZ1554'CROSSROADS AT FALMOUTH, THENCE 0.15 MILE SOUTH ALONG A GRAVEL
 JZ1554'ROAD, IN A PASTURE ON THE WEST SIDE OF THE ROAD, 59 FEET NORTHWEST
 JZ1554'OF THE SOUTHEAST CORNER OF THE PASTURE FENCE, 58 FEET WEST OF
 JZ1554'THE CENTER LINE OF THE ROAD, 44.5 FEET WEST OF THE EAST PASTURE
 JZ1554'FENCE, 113.5 FEET NORTHEAST OF REFERENCE MARK NUMBER 2, 106 FEET
 JZ1554'SOUTH-SOUTHWEST OF REFERENCE MARK NUMBER 1, 30 FEET NORTH OF THE
 JZ1554'SOUTH PASTURE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1554'THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ1554
 JZ1554                          STATION RECOVERY (1948)
 JZ1554
 JZ1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ1554'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING-
 JZ1554'
 JZ1554'TO REACH FROM FALMOUTH, GO W ON THE MACADAM ROAD FOR 2.1 MI.  TO A
 JZ1554'GRAVEL ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE NEWKIRK FARM ON
 JZ1554'THE RIGHT AND THE STATION IN THE SE CORNER OF THE PASTURE LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1551 ***********************************************************************
 JZ1551  DESIGNATION -  NEWKIRK AZ MK
 JZ1551  PID         -  JZ1551
 JZ1551  STATE/COUNTY-  IN/RUSH
 JZ1551  COUNTRY     -  US
 JZ1551  USGS QUAD   -  FALMOUTH (2019)
 JZ1551
 JZ1551                         *CURRENT SURVEY CONTROL
 JZ1551  ______________________________________________________________________
 JZ1551* NAD 83(1986) POSITION- 39 41 32.     (N) 085 20 20.     (W)   SCALED
 JZ1551* NAVD 88 ORTHO HEIGHT -   307.424 (meters)     1008.61  (feet) ADJUSTED
 JZ1551  ______________________________________________________________________
 JZ1551  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 JZ1551  DYNAMIC HEIGHT  -        307.243 (meters)     1008.01  (feet) COMP
 JZ1551  MODELED GRAVITY -    980,027.4   (mgal)                       NAVD 88
 JZ1551
 JZ1551  VERT ORDER      -  SECOND    CLASS 0
 JZ1551
 JZ1551.The horizontal coordinates were scaled from a map and have
 JZ1551.an estimated accuracy of +/- 6 seconds.
 JZ1551
 JZ1551.The orthometric height was determined by differential leveling and
 JZ1551.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1551.in June 1991.
 JZ1551
 JZ1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1551.GEOID18 height accuracy estimate available here.
 JZ1551
 JZ1551.Click photographs - Photos may exist for this station.
 JZ1551
 JZ1551.The dynamic height is computed by dividing the NAVD 88
 JZ1551.geopotential number by the normal gravity value computed on the
 JZ1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1551.degrees latitude (g = 980.6199 gals.).
 JZ1551
 JZ1551.The modeled gravity was interpolated from observed gravity values.
 JZ1551
 JZ1551;                    North         East    Units  Estimated Accuracy
 JZ1551;SPC IN E     -   493,400.      128,120.      MT  (+/- 180 meters Scaled)
 JZ1551
 JZ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ424949(NAD 83)
 JZ1551
 JZ1551                          SUPERSEDED SURVEY CONTROL
 JZ1551
 JZ1551  NGVD 29 (??/??/92)  307.555  (m)         1009.04   (f) ADJ UNCH    2 0
 JZ1551
 JZ1551.Superseded values are not recommended for survey control.
 JZ1551
 JZ1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1551.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1551
 JZ1551_MARKER: DZ = AZIMUTH MARK DISK
 JZ1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1551_STAMPING: NEWKIRK 1939
 JZ1551_MARK LOGO: CGS
 JZ1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1551+STABILITY: SURFACE MOTION
 JZ1551
 JZ1551  HISTORY     - Date     Condition        Report By
 JZ1551  HISTORY     - 1939     MONUMENTED       CGS
 JZ1551  HISTORY     - 1947     GOOD             CGS
 JZ1551
 JZ1551                          STATION DESCRIPTION
 JZ1551
 JZ1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1551'2.6 MI W FROM FALMOUTH.
 JZ1551'ABOUT 2.0 MILES WEST ALONG A TAR AND GRAVEL ROAD FROM THE
 JZ1551'CROSSROADS AT FALMOUTH, THENCE 0.6 MILE SOUTH ALONG A GRAVEL
 JZ1551'ROAD, AT THE JUNCTION OF A ROAD LEADING WEST TO PLUM CREEK
 JZ1551'CHRISTIAN CHURCH, 19 FEET WEST OF THE CENTER LINE OF THE
 JZ1551'NORTH-SOUTH ROAD, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD
 JZ1551'LEADING WEST, 25.5 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 JZ1551'WEST OF A FENCE LINE, 7 FEET NORTH OF POWER POLE NUMBER 150, 2
 JZ1551'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1551'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1551'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1553 ***********************************************************************
 JZ1553  DESIGNATION -  NEWKIRK RM 1
 JZ1553  PID         -  JZ1553
 JZ1553  STATE/COUNTY-  IN/RUSH
 JZ1553  COUNTRY     -  US
 JZ1553  USGS QUAD   -  FALMOUTH (2019)
 JZ1553
 JZ1553                         *CURRENT SURVEY CONTROL
 JZ1553  ______________________________________________________________________
 JZ1553* NAD 83(1986) POSITION- 39 41 56.56   (N) 085 20 21.32   (W)   HD_HELD1
 JZ1553* NAVD 88 ORTHO HEIGHT -   308.363 (meters)     1011.69  (feet) ADJUSTED
 JZ1553  ______________________________________________________________________
 JZ1553  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1553  DYNAMIC HEIGHT  -        308.181 (meters)     1011.09  (feet) COMP
 JZ1553  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 JZ1553
 JZ1553  VERT ORDER      -  SECOND    CLASS 0
 JZ1553
 JZ1553.The horizontal coordinates were determined by differentially corrected
 JZ1553.hand held GPS observations or other comparable positioning techniques
 JZ1553.and have an estimated accuracy of +/- 3 meters.
 JZ1553
 JZ1553.The orthometric height was determined by differential leveling and
 JZ1553.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1553.in June 1991.
 JZ1553
 JZ1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1553.GEOID18 height accuracy estimate available here.
 JZ1553
 JZ1553.Click photographs - Photos may exist for this station.
 JZ1553
 JZ1553.The dynamic height is computed by dividing the NAVD 88
 JZ1553.geopotential number by the normal gravity value computed on the
 JZ1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1553.degrees latitude (g = 980.6199 gals.).
 JZ1553
 JZ1553.The modeled gravity was interpolated from observed gravity values.
 JZ1553
 JZ1553;                    North         East    Units  Estimated Accuracy
 JZ1553;SPC IN E     -   494,154.4     128,080.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1553
 JZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4238495673(NAD 83)
 JZ1553
 JZ1553                          SUPERSEDED SURVEY CONTROL
 JZ1553
 JZ1553  NGVD 29 (??/??/92)  308.493  (m)         1012.11   (f) ADJ UNCH    2 0
 JZ1553
 JZ1553.Superseded values are not recommended for survey control.
 JZ1553
 JZ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1553.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1553
 JZ1553_MARKER: DR = REFERENCE MARK DISK
 JZ1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1553_STAMPING: NEWKIRK NO 1 1939
 JZ1553_MARK LOGO: CGS
 JZ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1553+STABILITY: SURFACE MOTION
 JZ1553
 JZ1553  HISTORY     - Date     Condition        Report By
 JZ1553  HISTORY     - 1939     MONUMENTED       CGS
 JZ1553  HISTORY     - 1947     GOOD             CGS
 JZ1553
 JZ1553                          STATION DESCRIPTION
 JZ1553
 JZ1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1553'2.2 MI W FROM FALMOUTH.
 JZ1553'ABOUT 2.0 MILES WEST ALONG A TAR AND GRAVEL ROAD FROM THE
 JZ1553'CROSSROADS AT FALMOUTH, THENCE 0.15 MILE SOUTH ALONG A GRAVEL
 JZ1553'ROAD, ALONG A FENCE LINE ON THE WEST SIDE OF THE ROAD, 139 FEET
 JZ1553'SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A FARM
 JZ1553'HOUSE, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST
 JZ1553'OF THE FENCE, 106.0 FEET NORTH-NORTHEAST OF THE STATION MARK,
 JZ1553'197 FEET NORTHEAST OF REFERENCE MARK NUMBER 2, 1 FOOT WEST OF A
 JZ1553'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ1553'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1552 ***********************************************************************
 JZ1552  DESIGNATION -  NEWKIRK RM 2
 JZ1552  PID         -  JZ1552
 JZ1552  STATE/COUNTY-  IN/RUSH
 JZ1552  COUNTRY     -  US
 JZ1552  USGS QUAD   -  FALMOUTH (2019)
 JZ1552
 JZ1552                         *CURRENT SURVEY CONTROL
 JZ1552  ______________________________________________________________________
 JZ1552* NAD 83(1986) POSITION- 39 41 55.32   (N) 085 20 23.28   (W)   HD_HELD1
 JZ1552* NAVD 88 ORTHO HEIGHT -   308.267 (meters)     1011.37  (feet) ADJUSTED
 JZ1552  ______________________________________________________________________
 JZ1552  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1552  DYNAMIC HEIGHT  -        308.085 (meters)     1010.78  (feet) COMP
 JZ1552  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1552
 JZ1552  VERT ORDER      -  SECOND    CLASS 0
 JZ1552
 JZ1552.The horizontal coordinates were determined by differentially corrected
 JZ1552.hand held GPS observations or other comparable positioning techniques
 JZ1552.and have an estimated accuracy of +/- 3 meters.
 JZ1552
 JZ1552.The orthometric height was determined by differential leveling and
 JZ1552.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1552.in June 1991.
 JZ1552
 JZ1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1552.GEOID18 height accuracy estimate available here.
 JZ1552
 JZ1552.Click photographs - Photos may exist for this station.
 JZ1552
 JZ1552.The dynamic height is computed by dividing the NAVD 88
 JZ1552.geopotential number by the normal gravity value computed on the
 JZ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1552.degrees latitude (g = 980.6199 gals.).
 JZ1552
 JZ1552.The modeled gravity was interpolated from observed gravity values.
 JZ1552
 JZ1552;                    North         East    Units  Estimated Accuracy
 JZ1552;SPC IN E     -   494,116.0     128,033.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1552
 JZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4233895634(NAD 83)
 JZ1552
 JZ1552                          SUPERSEDED SURVEY CONTROL
 JZ1552
 JZ1552  NGVD 29 (??/??/92)  308.397  (m)         1011.80   (f) ADJ UNCH    2 0
 JZ1552
 JZ1552.Superseded values are not recommended for survey control.
 JZ1552
 JZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1552.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1552
 JZ1552_MARKER: DR = REFERENCE MARK DISK
 JZ1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1552_STAMPING: NEWKIRK NO 2 1939
 JZ1552_MARK LOGO: CGS
 JZ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1552+STABILITY: SURFACE MOTION
 JZ1552
 JZ1552  HISTORY     - Date     Condition        Report By
 JZ1552  HISTORY     - 1939     MONUMENTED       CGS
 JZ1552  HISTORY     - 1947     GOOD             CGS
 JZ1552
 JZ1552                          STATION DESCRIPTION
 JZ1552
 JZ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1552'2.2 MI W FROM FALMOUTH.
 JZ1552'ABOUT 2.0 MILES WEST ALONG A TAR AND GRAVEL ROAD FROM THE
 JZ1552'CROSSROADS AT FALMOUTH, THENCE 0.15 MILE SOUTH ALONG A GRAVEL
 JZ1552'ROAD, ALONG AN EAST-WEST FENCE LINE ON THE WEST SIDE OF THE
 JZ1552'ROAD, 170 FEET WEST OF THE CENTER LINE OF THE ROAD, 155 FEET
 JZ1552'WEST OF THE SOUTHEAST FENCE CORNER OF A PASTURE, 197 FEET
 JZ1552'SOUTHWEST OF REFERENCE MARK NUMBER 1, 113.5 FEET WEST-SOUTHWEST
 JZ1552'OF THE STATION MARK, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 JZ1552'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 JZ1552'CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3448 ***********************************************************************
 JZ3448  DESIGNATION -  NEWPORT
 JZ3448  PID         -  JZ3448
 JZ3448  STATE/COUNTY-  IN/HENRY
 JZ3448  COUNTRY     -  US
 JZ3448  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3448
 JZ3448                         *CURRENT SURVEY CONTROL
 JZ3448  ______________________________________________________________________
 JZ3448* NAD 83(1997) POSITION- 39 52 32.16445(N) 085 19 52.73558(W)   NO CHECK
 JZ3448* NAD 83(1997) ELLIP HT-   295.326 (meters)        (05/25/99)   NO CHECK
 JZ3448* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) VERTCON3
 JZ3448  ______________________________________________________________________
 JZ3448  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 JZ3448  NAD 83(1997) X  -    398,976.113 (meters)                     COMP
 JZ3448  NAD 83(1997) Y  - -4,885,537.137 (meters)                     COMP
 JZ3448  NAD 83(1997) Z  -  4,067,584.353 (meters)                     COMP
 JZ3448  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 JZ3448  HORZ ORDER      -  THIRD
 JZ3448  ELLP ORDER      -  FOURTH    CLASS I
 JZ3448
 JZ3448.This mark is at New Castle-Henry Co Mun Airport (UWL)
 JZ3448
 JZ3448.The horizontal coordinates were established by GPS observations
 JZ3448.and adjusted by the National Geodetic Survey in May 1999.
 JZ3448
 JZ3448.No horizontal observational check was made to the station.
 JZ3448
 JZ3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3448
 JZ3448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3448.GEOID18 height accuracy estimate available here.
 JZ3448
 JZ3448.Click photographs - Photos may exist for this station.
 JZ3448
 JZ3448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3448
 JZ3448.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3448
 JZ3448.The ellipsoidal height was determined by GPS observations
 JZ3448.and is referenced to NAD 83.
 JZ3448
 JZ3448. The following values were computed from the NAD 83(1997) position.
 JZ3448
 JZ3448;                    North         East     Units Scale Factor Converg.
 JZ3448;SPC IN E     -   513,759.501   128,687.906   MT  0.99997679   +0 12 54.0
 JZ3448;SPC IN E     - 1,685,559.30    422,203.57   sFT  0.99997679   +0 12 54.0
 JZ3448;UTM  16      - 4,415,282.783   642,700.185   MT  0.99985070   +1 04 12.0
 JZ3448
 JZ3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3448!SPC IN E     -   0.99995367  x   0.99997679  =   0.99993046
 JZ3448!UTM  16      -   0.99995367  x   0.99985070  =   0.99980438
 JZ3448
 JZ3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4270015282(NAD 83)
 JZ3448
 JZ3448                          SUPERSEDED SURVEY CONTROL
 JZ3448
 JZ3448  NAD 83(1995)-  39 52 32.16519(N)    085 19 52.74268(W) AD(       ) 3
 JZ3448  NAD 83(1986)-  39 52 32.16543(N)    085 19 52.74893(W) AD(       ) 3
 JZ3448  NAD 27      -  39 52 31.99100(N)    085 19 52.86990(W) AD(       ) 3
 JZ3448  NGVD 29 (02/23/89)  329.     (m)  RAPSU86  model used  GPS OBS        
 JZ3448
 JZ3448.Superseded values are not recommended for survey control.
 JZ3448
 JZ3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3448.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3448
 JZ3448_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3448_STAMPING: NEWPORT 1986
 JZ3448_MARK LOGO: NGS
 JZ3448_PROJECTION: FLUSH
 JZ3448_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3448+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JZ3448
 JZ3448  HISTORY     - Date     Condition        Report By
 JZ3448  HISTORY     - 1986     MONUMENTED       NGS
 JZ3448  HISTORY     - 19900714 GOOD             NGS
 JZ3448  HISTORY     - 19961115 GOOD             NGS
 JZ3448  HISTORY     - 20140718 GOOD             WOOLPT
 JZ3448
 JZ3448                          STATION DESCRIPTION
 JZ3448
 JZ3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3448'THE STATION IS LOCATED ABOUT 33.8 KM (21.00 MI) SOUTH OF MUNCIE, 32.2
 JZ3448'KM (20.00 MI) SOUTHEAST OF ANDERSON, 3.2 KM (2.00 MI) NORTHWEST OF
 JZ3448'NEW CASTLE AND AT THE NEW CASTLE-HENRY COUNTY AIRPORT.
 JZ3448'OWNERSHIP--SKY CASTLE AVIATION, RT 2, NEW CASTLE, IN 47362, PHONE
 JZ3448'317-529-7903.  AIRPORT MANAGER IS BILL MARLATT.
 JZ3448'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 3 IN
 JZ3448'NEW CASTLE, GO SOUTH ON STATE HIGWAY 3 FOR 6.9 KM (4.30 MI) TO COUNTY
 JZ3448'ROAD 400S ON THE LEFT.  TURN LEFT AND GO EAST FOR 3.1 KM (1.95 MI) TO
 JZ3448'A STOP SIGN AT STATE HIGHWAY 103, CONTINUE EAST FOR 2.3 KM (1.45 MI)
 JZ3448'TO AIRPORT OFFICE ON THE LEFT.  FROM THE EAST SIDE OF OFFICE , PASS
 JZ3448'THRU ENTRANCE GATE AND BEAR NORTH AND THEN WEST ACROSS AIRPORT APRON
 JZ3448'FOR 0.08 KM (0.05 MI) TO TAXIWAY.  GO NORTH ALONG THE TAXIWAY FOR
 JZ3448'0.2KM (0.10 MI) TO A GROUND WIND PLANE ON THE LEFT AND THE STATION.
 JZ3448'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---NEWPORT
 JZ3448'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3448'FLUSH WITH THE GROUND.  LOCATED 36.1 M (118.4 FT) SOUTH FROM CENTER
 JZ3448'OF RUNWAY, 29.2 M (95.8 FT) WEST FROM CENTER OF TAXIWAY, 3.4 M
 JZ3448'(11.2 FT) EAST FROM CENTER OF AXLE OF GROUND WIND PLANE AND FIBERGLASS
 JZ3448'WITNESS POST AND 3.7 M (12.1 FT) SOUTH-SOUTHEAST FROM A BLUE TAXIWAY
 JZ3448'MARKER LIGHT.
 JZ3448'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3448'DESCRIBED BY D.A. BOWLING.
 JZ3448
 JZ3448                          STATION RECOVERY (1990)
 JZ3448
 JZ3448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JZ3448'THIS STATION IS LOCATED AT THE NEW CASTLE-HENRY COUNTY MUNICIPAL
 JZ3448'AIRPORT NEAR THE INTERSECTION OF THE PAVED TAXIWAY FROM THE RAMP AREA
 JZ3448'AND THE RUNWAY.  IT IS 86.4 FT (26.3 M) SOUTH OF THE SOUTH EDGE OF
 JZ3448'RUNWAY 9-27, 74.2 FT (22.6 M) WEST OF THE WEST EDGE OF THE TAXIWAY,
 JZ3448'11.5 FT (3.5 M) SOUTHWEST OF A TAXIWAY LIGHT, AND 10.0 FT (3.0 M) EAST
 JZ3448'OF A WIND PLANE.  THE STATION IS MARKED WITH A STANDARD NGS STATION
 JZ3448'DISK STAMPED, NEWPORT 1986, AND IS FLUSH WITH THE GROUND.
 JZ3448
 JZ3448                          STATION RECOVERY (1996)
 JZ3448
 JZ3448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 JZ3448'THIS STATION IS LOCATED AT THE NEW CASTLE-HENRY COUNTY MUNICIPAL
 JZ3448'AIRPORT NEAR THE INTERSECTION OF THE PAVED TAXIWAY FROM THE RAMP AREA
 JZ3448'AND THE RUNWAY.  IT IS 86.4 FT.  (26.3 M) SOUTH OF THE SOUTH EDGE OF
 JZ3448'RUNWAY 9-27, 74.2 FT.  (22.6 M) WEST OF THE WEST EDGE OF THE TAXIWAY,
 JZ3448'11.5 FT.  (3.5 M) SOUTHWEST OF A TAXIWAY LIGHT, AND 10.0 FT (3.0 M)
 JZ3448'EAST OF A WIND PLANE.  THE STATION IS MARKED WITH A STANDARD NGS
 JZ3448'STATION DISK STAMPED, NEWPORT 1986, AND IS FLUSH WITH THE GROUND.
 JZ3448
 JZ3448                          STATION RECOVERY (2014)
 JZ3448
 JZ3448'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JZ3448'AIRPORT MANAGER IS JOHN MARLATT - PHONE 765-529-7903.  TAXIWAY LIGHT
 JZ3448'AND WIND PLANE ARE NO LONGER PRESENT.  STATION IS 139 FT (42.4 M)
 JZ3448'NORTH OF A WINDSOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3449 ***********************************************************************
 JZ3449  DESIGNATION -  NEWPORT AZ MK
 JZ3449  PID         -  JZ3449
 JZ3449  STATE/COUNTY-  IN/HENRY
 JZ3449  COUNTRY     -  US
 JZ3449  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ3449
 JZ3449                         *CURRENT SURVEY CONTROL
 JZ3449  ______________________________________________________________________
 JZ3449* NAD 83(1997) POSITION- 39 52 31.66238(N) 085 19 15.79388(W)   ADJUSTED
 JZ3449* NAD 83(1997) ELLIP HT-   297.591 (meters)        (05/25/99)   ADJUSTED
 JZ3449* NAVD 88 ORTHO HEIGHT -   330.8   (meters)     1085.    (feet) VERTCON3
 JZ3449  ______________________________________________________________________
 JZ3449  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JZ3449  NAD 83(1997) X  -    399,852.050 (meters)                     COMP
 JZ3449  NAD 83(1997) Y  - -4,885,477.230 (meters)                     COMP
 JZ3449  NAD 83(1997) Z  -  4,067,573.921 (meters)                     COMP
 JZ3449  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 JZ3449  HORZ ORDER      -  THIRD
 JZ3449  ELLP ORDER      -  FOURTH    CLASS I
 JZ3449
 JZ3449.This mark is at New Castle-Henry Co Mun Airport (UWL)
 JZ3449
 JZ3449.The horizontal coordinates were established by GPS observations
 JZ3449.and adjusted by the National Geodetic Survey in May 1999.
 JZ3449
 JZ3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3449
 JZ3449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3449.GEOID18 height accuracy estimate available here.
 JZ3449
 JZ3449.Click photographs - Photos may exist for this station.
 JZ3449
 JZ3449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3449
 JZ3449.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3449
 JZ3449.The ellipsoidal height was determined by GPS observations
 JZ3449.and is referenced to NAD 83.
 JZ3449
 JZ3449. The following values were computed from the NAD 83(1997) position.
 JZ3449
 JZ3449;                    North         East     Units Scale Factor Converg.
 JZ3449;SPC IN E     -   513,747.361   129,565.804   MT  0.99997742   +0 13 17.7
 JZ3449;SPC IN E     - 1,685,519.47    425,083.81   sFT  0.99997742   +0 13 17.7
 JZ3449;UTM  16      - 4,415,283.744   643,578.057   MT  0.99985379   +1 04 35.7
 JZ3449
 JZ3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3449!SPC IN E     -   0.99995332  x   0.99997742  =   0.99993074
 JZ3449!UTM  16      -   0.99995332  x   0.99985379  =   0.99980711
 JZ3449
 JZ3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4357815283(NAD 83)
 JZ3449
 JZ3449                          SUPERSEDED SURVEY CONTROL
 JZ3449
 JZ3449  NAD 83(1995)-  39 52 31.66312(N)    085 19 15.80097(W) AD(       ) 3
 JZ3449  NAD 83(1986)-  39 52 31.66338(N)    085 19 15.80722(W) AD(       ) 3
 JZ3449  NAD 27      -  39 52 31.48891(N)    085 19 15.92941(W) AD(       ) 3
 JZ3449  NGVD 29 (02/23/89)  330.9    (m)  RAPSU86  model used  GPS OBS        
 JZ3449
 JZ3449.Superseded values are not recommended for survey control.
 JZ3449
 JZ3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3449.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3449
 JZ3449_MARKER: DZ = AZIMUTH MARK DISK
 JZ3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3449_STAMPING: NEWPORT 1986
 JZ3449_MARK LOGO: NGS
 JZ3449_PROJECTION: RECESSED 9 CENTIMETERS
 JZ3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3449+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2014
 JZ3449
 JZ3449  HISTORY     - Date     Condition        Report By
 JZ3449  HISTORY     - 1986     MONUMENTED       NGS
 JZ3449  HISTORY     - 19900714 GOOD             NGS
 JZ3449  HISTORY     - 19961115 GOOD             NGS
 JZ3449  HISTORY     - 20140718 GOOD             WOOLPT
 JZ3449
 JZ3449                          STATION DESCRIPTION
 JZ3449
 JZ3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3449'THE STATION IS LOCATED ABOUT 33.8 KM (21.00 MI) SOUTH OF MUNCIE, 32.2
 JZ3449'KM (20.00 MI) SOUTHEAST OF ANDERSON, 3.2 KM (2.00 MI) NORTHWEST OF
 JZ3449'NEW CASTLE AND AT THE NEW CASTLE-HENRY COUNTY AIRPORT.
 JZ3449'OWNERSHIP--SKY CASTLE AVIATION, RT 2, NEW CASTLE, IN 47362, PHONE
 JZ3449'317-529-7903.  AIRPORT MANAGER IS BILL MARLATT.
 JZ3449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 3 IN
 JZ3449'NEW CASTLE, GO SOUTH ON STATE HIGWAY 3 FOR 6.9 KM (4.30 MI) TO COUNTY
 JZ3449'ROAD 400S ON THE LEFT.  TURN LEFT AND GO EAST FOR 3.1 KM (1.95 MI) TO
 JZ3449'A STOP SIGN AT STATE HIGHWAY 103, CONTINUE EAST FOR 2.3 KM (1.45 MI)
 JZ3449'TO AIRPORT OFFICE ON THE LEFT.  FROM THE EAST SIDE OF OFFICE, PASS
 JZ3449'THRU ENTRANCE GATE AND BEAR NORTH AND THEN WEST ACROSS AIRPORT APRON
 JZ3449'FOR 0.08 KM (0.05 MI) TO TAXIWAY.  GO NORTH ALONG THE TAXIWAY FOR 0.2
 JZ3449'KM (0.10 MI) TO A GROUND WIND PLANE ON THE LEFT.  TURN RIGHT AND GO
 JZ3449'EASTERLY ALONG THE RUNWAY FOR 0.9 KM (0.55 MI) TO THE MARK ON THE
 JZ3449'RIGHT BY A RUNWAY LIGHT.
 JZ3449'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---NEWPORT
 JZ3449'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3449'FLUSH WITH THE GROUND.  LOCATED 151.0 M (495.4 FT) WEST FROM END OF
 JZ3449'RUNWAY 27, 30.90 M (101.4 FT) SOUTH FROM CENTER OF RUNWAY AND 1.6 M
 JZ3449'(5.2 FT) NORTH FROM A WHITE RUNWAY MARKER LIGHT AND FIBERGLASS WITNESS
 JZ3449'POST.
 JZ3449'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3449'DESCRIBED BY D.A. BOWLING.
 JZ3449
 JZ3449                          STATION RECOVERY (1990)
 JZ3449
 JZ3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JZ3449'THIS STATION IS LOCATED AT THE NEW CASTLE-HENRY COUNTY MUNICIPAL
 JZ3449'AIRPORT NEAR THE EAST END OF THE FIELD.  IT IS 492.4 FT (150.1 M)
 JZ3449'WEST-SOUTHWEST OF THE CL END RWY 27, 201.0 FT (61.3 M) WEST OF REIL,
 JZ3449'199.8 FT (60.9 M) EAST OF 2ND RWY LIGHT FROM END 27, ON SOUTH SIDE OF
 JZ3449'RUNWAY, 68.9 FT (21.0 M) SOUTH EDGE OF RWY, AND 5.7 FT. (1.7 M) NORTH
 JZ3449'OF 1ST RWY LIGHT FROM RWY END 27. THE STATION IS MARKED BY A STANDARD
 JZ3449'NGS AZIMUTH MARK DISK SET IN CONCRETE FLUSH WITH THE GROUND AND IS
 JZ3449'STAMPED NEWPORT 1986.
 JZ3449
 JZ3449                          STATION RECOVERY (1996)
 JZ3449
 JZ3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 JZ3449'THIS STATION IS LOCATED AT THE NEW CASTLE-HENRY COUNTY MUNICIPAL
 JZ3449'AIRPORT NEAR THE EAST END OF THE FIELD.  IT IS 492.4 FT.  (150.1 M)
 JZ3449'WEST-SOUTHWEST OF THE CL END RWY 27, 201.0 FT.  (61.3 M) WEST OF REIL,
 JZ3449'199.8 FT.  (60.9 M) EAST OF 2ND RWY LIGHT FROM END 27, ON SOUTH SIDE
 JZ3449'OF RUNWAY, 68.9 FT (21.0 M) SOUTH EDGE OF RWY, AND 5.7 FT. (1.7 M)
 JZ3449'NORTH OF 1ST RWY LIGHT FROM RWY.  END 27.
 JZ3449
 JZ3449                          STATION RECOVERY (2014)
 JZ3449
 JZ3449'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JZ3449'AIRPORT MANAGER IS NOW JOHN MARLATT - PHONE 765-529-7903.  THE STATION
 JZ3449'IS 161 FT (49.1 M) WEST OF THE BASE OF A RUNWAY END ILLUMINATION
 JZ3449'LIGHT, 101 FT (30.8 M) SOUTH OF THE CENTERLINE OF RUNWAY 09-27 AND 62
 JZ3449'FT (18.9 M) SOUTHEAST OF A CLEAR-AMBER RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2444 ***********************************************************************
 LB2444  DESIGNATION -  NEWTON
 LB2444  PID         -  LB2444
 LB2444  STATE/COUNTY-  IN/FULTON
 LB2444  COUNTRY     -  US
 LB2444  USGS QUAD   -  GRASS CREEK (2019)
 LB2444
 LB2444                         *CURRENT SURVEY CONTROL
 LB2444  ______________________________________________________________________
 LB2444* NAD 83(1997) POSITION- 40 59 49.34036(N) 086 24 17.43626(W)   ADJUSTED
 LB2444* NAVD 88 ORTHO HEIGHT -   235.96  (+/-2cm)      774.1   (feet) VERTCON3
 LB2444  ______________________________________________________________________
 LB2444  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 LB2444  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2444  HORZ ORDER      -  SECOND
 LB2444  VERT ORDER      -  THIRD ? (See Below)
 LB2444
 LB2444.The horizontal coordinates were established by classical geodetic methods
 LB2444.and adjusted by the National Geodetic Survey in May 1999.
 LB2444
 LB2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2444
 LB2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2444.GEOID18 height accuracy estimate available here.
 LB2444
 LB2444.The vertical order pertains to the NGVD 29 superseded value.
 LB2444
 LB2444.Click photographs - Photos may exist for this station.
 LB2444
 LB2444.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2444
 LB2444. The following values were computed from the NAD 83(1997) position.
 LB2444
 LB2444;                    North         East     Units Scale Factor Converg.
 LB2444;SPC IN E     -   638,491.847    37,892.411   MT  1.00001412   -0 29 03.4
 LB2444;SPC IN E     - 2,094,785.33    124,318.69   sFT  1.00001412   -0 29 03.4
 LB2444;SPC IN W     -   638,451.117   957,085.716   MT  1.00000676   +0 26 42.4
 LB2444;SPC IN W     - 2,094,651.71  3,140,038.72   sFT  1.00000676   +0 26 42.4
 LB2444;UTM  16      - 4,538,598.915   550,055.948   MT  0.99963084   +0 23 25.6
 LB2444
 LB2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2444!SPC IN E     -   0.99996827  x   1.00001412  =   0.99998239
 LB2444!SPC IN W     -   0.99996827  x   1.00000676  =   0.99997503
 LB2444!UTM  16      -   0.99996827  x   0.99963084  =   0.99959912
 LB2444
 LB2444:                Primary Azimuth Mark                     Grid Az
 LB2444:SPC IN E     -  GRASS                                    180 07 38.3
 LB2444:SPC IN W     -  GRASS                                    179 11 52.5
 LB2444:UTM  16      -  GRASS                                    179 15 09.3
 LB2444
 LB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5005538598(NAD 83)
 LB2444
 LB2444|---------------------------------------------------------------------|
 LB2444| PID    Reference Object                     Distance      Geod. Az  |
 LB2444|                                                           dddmmss.s |
 LB2444| CC9044 NEWTON RM                            10.005 METERS 11250     |
 LB2444| LB2442 GRASS                               APPROX. 3.7 KM 1793834.9 |
 LB2444| ME2305 KEWANNA BAPTIST CHURCH SPIRE        APPROX. 2.4 KM 3501710.7 |
 LB2444|---------------------------------------------------------------------|
 LB2444
 LB2444                          SUPERSEDED SURVEY CONTROL
 LB2444
 LB2444  NAD 83(1986)-  40 59 49.34545(N)    086 24 17.44555(W) AD(       ) 2
 LB2444  NAD 27      -  40 59 49.19750(N)    086 24 17.42800(W) AD(       ) 2
 LB2444  USSD        -  40 59 49.21600(N)    086 24 17.28900(W) AD(       ) 3
 LB2444  NGVD 29             236.08   (m)          774.5    (f) LEVELING    3  
 LB2444
 LB2444.Superseded values are not recommended for survey control.
 LB2444
 LB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2444.See file dsdata.pdf to determine how the superseded data were derived.
 LB2444
 LB2444_MARKER: DS = TRIANGULATION STATION DISK
 LB2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2444_STAMPING: NEWTON 1920
 LB2444_MARK LOGO: CGS
 LB2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2444+STABILITY: SURFACE MOTION
 LB2444
 LB2444  HISTORY     - Date     Condition        Report By
 LB2444  HISTORY     - 1920     MONUMENTED       CGS
 LB2444
 LB2444                          STATION DESCRIPTION
 LB2444
 LB2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2444'ABOUT 1-1/2 MILES S OF KEWANNA, ON THE E SIDE OF THE TRACK, 40 YARDS
 LB2444'N OF WAGON ROAD CROSSING, 65 YARDS W OF RALPH HAMILTONS BARN, 4.770
 LB2444'METERS (15.65 FEET) E OF THE E AND NEAREST RAIL.  THE STATION,
 LB2444'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE
 LB2444'AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK
 LB2444'NEAR THE FENCE LINE, 10.005 METERS (32.82 FEET) FROM THE STATION
 LB2444'S 67 DEG 09 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1839 ***********************************************************************
 JA1839  DESIGNATION -  NEWTON
 JA1839  PID         -  JA1839
 JA1839  STATE/COUNTY-  IN/SPENCER
 JA1839  COUNTRY     -  US
 JA1839  USGS QUAD   -  SANTA CLAUS (2019)
 JA1839
 JA1839                         *CURRENT SURVEY CONTROL
 JA1839  ______________________________________________________________________
 JA1839* NAD 83(1997) POSITION- 38 00 02.97433(N) 086 56 57.50304(W)   ADJUSTED
 JA1839* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 JA1839  ______________________________________________________________________
 JA1839  GEOID HEIGHT    -        -31.555 (meters)                     GEOID18
 JA1839  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 JA1839  HORZ ORDER      -  THIRD
 JA1839
 JA1839.The horizontal coordinates were established by classical geodetic methods
 JA1839.and adjusted by the National Geodetic Survey in May 1999.
 JA1839
 JA1839.The orthometric height was scaled from a topographic map.
 JA1839
 JA1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1839.GEOID18 height accuracy estimate available here.
 JA1839
 JA1839.Click photographs - Photos may exist for this station.
 JA1839
 JA1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1839
 JA1839. The following values were computed from the NAD 83(1997) position.
 JA1839
 JA1839;                    North         East     Units Scale Factor Converg.
 JA1839;SPC IN W     -   305,594.206   911,771.394   MT  0.99996837   +0 04 57.1
 JA1839;SPC IN W     - 1,002,603.66  2,991,369.98   sFT  0.99996837   +0 04 57.1
 JA1839;UTM  16      - 4,205,907.901   504,450.713   MT  0.99960024   +0 01 52.4
 JA1839
 JA1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1839!SPC IN W     -   0.99998096  x   0.99996837  =   0.99994933
 JA1839!UTM  16      -   0.99998096  x   0.99960024  =   0.99958121
 JA1839
 JA1839:                Primary Azimuth Mark                     Grid Az
 JA1839:SPC IN W     -  MINE                                     342 42 44.1
 JA1839:UTM  16      -  MINE                                     342 45 48.8
 JA1839
 JA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0445005907(NAD 83)
 JA1839
 JA1839|---------------------------------------------------------------------|
 JA1839| PID    Reference Object                     Distance      Geod. Az  |
 JA1839|                                                           dddmmss.s |
 JA1839| CG9098 NEWTON AZ MK                                       0775837.4 |
 JA1839| CG9099 NEWTON RM 1                           4.789 METERS 13424     |
 JA1839| CG9100 NEWTON RM 2                           5.171 METERS 23344     |
 JA1839| JA1837 MINE                                APPROX. 2.9 KM 3424741.2 |
 JA1839|---------------------------------------------------------------------|
 JA1839
 JA1839                          SUPERSEDED SURVEY CONTROL
 JA1839
 JA1839  NAD 83(1993)-  38 00 02.97576(N)    086 56 57.50338(W) AD(       ) 3
 JA1839  NAD 83(1986)-  38 00 02.98200(N)    086 56 57.50626(W) AD(       ) 3
 JA1839  NAD 27      -  38 00 02.78800(N)    086 56 57.52700(W) AD(       ) 3
 JA1839
 JA1839.Superseded values are not recommended for survey control.
 JA1839
 JA1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1839.See file dsdata.pdf to determine how the superseded data were derived.
 JA1839
 JA1839_MARKER: DS = TRIANGULATION STATION DISK
 JA1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1839_STAMPING: NEWTON 1946
 JA1839_MARK LOGO: CGS
 JA1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1839+STABILITY: SURFACE MOTION
 JA1839
 JA1839  HISTORY     - Date     Condition        Report By
 JA1839  HISTORY     - 1946     MONUMENTED       CGS
 JA1839  HISTORY     - 20110217 GOOD             GEOCAC
 JA1839
 JA1839                          STATION DESCRIPTION
 JA1839
 JA1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1839'THE STATION IS LOCATED 0.3 MILE WEST ON INDIANA STATE ROUTE 70 FROM
 JA1839'THE POST OFFICE IN NEWTONVILLE.  IT IS APPROXIMATELY 200 FEET SOUTH OF
 JA1839'THE CENTERLINE OF THE HIGHWAY ON THE TOP OF A SMALL HILL, 11.5 FEET
 JA1839'NORTH OF A 6 INCH LOCUST TREE WITH TWIN TRUNKS, AND 9 FEET EAST OF A
 JA1839'STANDARD REFERENCE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1839'STAMPED NEWTON 1946.
 JA1839'
 JA1839'REFERENCE MARK NO 1 IS 4.789 METERS (15.71 FEET) SOUTHEAST OF THE
 JA1839'STATION AND 15.5 FEET EAST OF THE TWIN TRUNK LOCUST TREE.  THE MARK
 JA1839'PROJECTS 4 INCHES AND THE DISK IS STAMPED NEWTON NO 1 1946.
 JA1839'
 JA1839'REFERENCE MARK NO 2 IS 5.171 METERS (16.96 FEET) SOUTHWEST OF THE
 JA1839'STATION AND 9 FEET WEST OF THE LOCUST TREE.  THE MARK PROJECTS 4
 JA1839'INCHES AND THE DISK IS STAMPED NEWTON NO 2 1946.
 JA1839'
 JA1839'THE AZIMUTH MARK IS 0.2 MILE WEST ON THE HIGHWAY FORM THE POST OFFICE
 JA1839'IN NEWTONVILLE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 JA1839'SOUTHWEST OF A STANDARD REFERENCE POST, 3 FEET SOUTH OF A TELEPHONE
 JA1839'POST AND FENCELINE, AND 51 FEET SOUTHWEST OF A SIGN WITH WORD
 JA1839'NEWTONVILLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1839'NEWTON 1946.
 JA1839'
 JA1839'TO REACH THE STATION FROM THE POST OFFICE IN NEWTONVILLE, GO 0.15 MILE
 JA1839'WEST TO A SIDE ROAD ON THE LEFT, GO SOUTH APPROXIMATELY 50 FEET AND
 JA1839'TURN RIGHT IN DRIVEWAY BETWEEN HOUSE AND GARAGE TO A GATE ON THE LEFT,
 JA1839'ENTER GATE AND GO SOUTHWESTERLY AROUND BARN AND THROUGH ANOTHER GATE,
 JA1839'THENCE WESTERLY UP HILL TO THE STATION.
 JA1839'
 JA1839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1839
 JA1839                          STATION RECOVERY (2011)
 JA1839
 JA1839'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1839'STATION MARK AND REFERENCE MARK NUMBER 2 FOUND IN GRAVEL PARKING AREA
 JA1839'AT BASE OF NEWTONVILLE WATER TANK. STATION MARK FOUND IN GOOD
 JA1839'CONDITION WHILE ONLY ONE HALF OF THE DISK FOR REFERENCE MARK 2 EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7569 ***********************************************************************
 DR7569  DESIGNATION -  NICK P 377
 DR7569  PID         -  DR7569
 DR7569  STATE/COUNTY-  IN/LAGRANGE
 DR7569  COUNTRY     -  US
 DR7569  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7569
 DR7569                         *CURRENT SURVEY CONTROL
 DR7569  ______________________________________________________________________
 DR7569* NAD 83(1986) POSITION- 41 35 29.43   (N) 085 16 19.76   (W)   HD_HELD1
 DR7569* NAVD 88 ORTHO HEIGHT -   304.048 (meters)      997.53  (feet) ADJUSTED
 DR7569  ______________________________________________________________________
 DR7569  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 DR7569  DYNAMIC HEIGHT  -        303.930 (meters)      997.14  (feet) COMP
 DR7569  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 DR7569
 DR7569  VERT ORDER      -  SECOND    CLASS I
 DR7569
 DR7569.The horizontal coordinates were determined by differentially corrected
 DR7569.hand held GPS observations or other comparable positioning techniques
 DR7569.and have an estimated accuracy of +/- 3 meters.
 DR7569
 DR7569.The orthometric height was determined by differential leveling and
 DR7569.adjusted by the NATIONAL GEODETIC SURVEY
 DR7569.in March 2022.
 DR7569
 DR7569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7569.GEOID18 height accuracy estimate available here.
 DR7569
 DR7569.Click photographs - Photos may exist for this station.
 DR7569
 DR7569.The dynamic height is computed by dividing the NAVD 88
 DR7569.geopotential number by the normal gravity value computed on the
 DR7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7569.degrees latitude (g = 980.6199 gals.).
 DR7569
 DR7569.The modeled gravity was interpolated from observed gravity values.
 DR7569
 DR7569;                    North         East    Units  Estimated Accuracy
 DR7569;SPC IN E     -   704,323.9     132,892.7     MT  (+/- 3 meters HH1 GPS) 
 DR7569
 DR7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4401005865(NAD 83)
 DR7569
 DR7569                          SUPERSEDED SURVEY CONTROL
 DR7569
 DR7569.No superseded survey control is available for this station.
 DR7569
 DR7569_MARKER: F = FLANGE-ENCASED ROD
 DR7569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7569_STAMPING: NICK P 377 2018
 DR7569_MARK LOGO: NONE
 DR7569_PROJECTION: RECESSED 8 CENTIMETERS
 DR7569_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7569+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2018
 DR7569_ROD/PIPE-DEPTH: 21.3 meters
 DR7569_SLEEVE-DEPTH  : 0.9 meters
 DR7569
 DR7569  HISTORY     - Date     Condition        Report By
 DR7569  HISTORY     - 20180720 MONUMENTED       INDOT
 DR7569
 DR7569                          STATION DESCRIPTION
 DR7569
 DR7569'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7569'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF WOLCOTTVILLE,
 DR7569'6.4 MI (10.3 KM) SOUTH OF MONGO AND 3.8 MI (6.1 KM) WEST OF STROH.
 DR7569'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7569'
 DR7569'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7569'TRAVEL SOUTH, SOUTHEAST AND SOUTH 3.57 MI (5.74 KM) ALONG STATE ROAD 3
 DR7569'TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED IN FRONT
 DR7569'OF A GATED NIPSCO GAS FACILITY.
 DR7569'
 DR7569'THE STATION IS FLUSH WITH THE GROUND, 26.6 FT (8.1 M) EAST OF THE
 DR7569'APPROXIMATE ROAD CENTERLINE AND 99.4 FT (30.3 M) NORTH OF THE
 DR7569'APPROXIMATE CENTERLINE OF THE DRIVEWAY TO THE NIPSCO GAS FACILITY.  IT
 DR7569'IS LOCATED 23.06 FT (7.0 M) SOUTH-SOUTHWEST OF A MAG NAIL SET IN A
 DR7569'POWER POLE (NO NUMBER) AND 66.59 FT (20.3 M) NORTH-NORTHWEST OF A MAG
 DR7569'MAIL SET IN POWER POLE 211-677.
 DR7569'
 DR7569'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7569'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0882 ***********************************************************************
 LA0882  DESIGNATION -  NINEMILE
 LA0882  PID         -  LA0882
 LA0882  STATE/COUNTY-  IN/ALLEN
 LA0882  COUNTRY     -  US
 LA0882  USGS QUAD   -  OSSIAN (2019)
 LA0882
 LA0882                         *CURRENT SURVEY CONTROL
 LA0882  ______________________________________________________________________
 LA0882* NAD 83(1997) POSITION- 40 58 30.50025(N) 085 13 17.40010(W)   ADJUSTED
 LA0882* NAVD 88 ORTHO HEIGHT -   246.040 (meters)      807.22  (feet) ADJUSTED
 LA0882  ______________________________________________________________________
 LA0882  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LA0882  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 LA0882  DYNAMIC HEIGHT  -        245.935 (meters)      806.87  (feet) COMP
 LA0882  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 LA0882
 LA0882  HORZ ORDER      -  FIRST
 LA0882  VERT ORDER      -  SECOND    CLASS 0
 LA0882
 LA0882.The horizontal coordinates were established by classical geodetic methods
 LA0882.and adjusted by the National Geodetic Survey in May 1999.
 LA0882
 LA0882.The orthometric height was determined by differential leveling and
 LA0882.adjusted by the NATIONAL GEODETIC SURVEY
 LA0882.in June 1991.
 LA0882
 LA0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0882.GEOID18 height accuracy estimate available here.
 LA0882
 LA0882.Click photographs - Photos may exist for this station.
 LA0882
 LA0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0882
 LA0882.The dynamic height is computed by dividing the NAVD 88
 LA0882.geopotential number by the normal gravity value computed on the
 LA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0882.degrees latitude (g = 980.6199 gals.).
 LA0882
 LA0882.The modeled gravity was interpolated from observed gravity values.
 LA0882
 LA0882. The following values were computed from the NAD 83(1997) position.
 LA0882
 LA0882;                    North         East     Units Scale Factor Converg.
 LA0882;SPC IN E     -   635,892.823   137,467.052   MT  0.99998394   +0 17 30.9
 LA0882;SPC IN E     - 2,086,258.37    451,006.49   sFT  0.99998394   +0 17 30.9
 LA0882;UTM  16      - 4,537,520.373   649,634.173   MT  0.99987558   +1 09 59.2
 LA0882
 LA0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0882!SPC IN E     -   0.99996664  x   0.99998394  =   0.99995058
 LA0882!UTM  16      -   0.99996664  x   0.99987558  =   0.99984222
 LA0882
 LA0882:                Primary Azimuth Mark                     Grid Az
 LA0882:SPC IN E     -  NINEMILE AZ MK                           037 12 46.1
 LA0882:UTM  16      -  NINEMILE AZ MK                           036 20 17.8
 LA0882
 LA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4963437520(NAD 83)
 LA0882
 LA0882|---------------------------------------------------------------------|
 LA0882| PID    Reference Object                     Distance      Geod. Az  |
 LA0882|                                                           dddmmss.s |
 LA0882| CC9045 NINEMILE AZ MK                                     0373017.0 |
 LA0882| LA0881 NINEMILE RM 1                        29.910 METERS 12546     |
 LA0882| LA0883 NINEMILE RM 2                        38.962 METERS 24842     |
 LA0882|---------------------------------------------------------------------|
 LA0882
 LA0882                          SUPERSEDED SURVEY CONTROL
 LA0882
 LA0882  NAD 83(1995)-  40 58 30.50099(N)    085 13 17.40563(W) AD(       ) 1
 LA0882  NAD 83(1986)-  40 58 30.50256(N)    085 13 17.41399(W) AD(       ) 1
 LA0882  NAD 27      -  40 58 30.33080(N)    085 13 17.51690(W) AD(       ) 1
 LA0882  NGVD 29 (??/??/92)  246.190  (m)          807.71   (f) ADJ UNCH    2 0
 LA0882  NGVD 29             246.19   (m)          807.7    (f) LEVELING    3  
 LA0882
 LA0882.Superseded values are not recommended for survey control.
 LA0882
 LA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0882.See file dsdata.pdf to determine how the superseded data were derived.
 LA0882
 LA0882_MARKER: DS = TRIANGULATION STATION DISK
 LA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0882_STAMPING: NINEMILE 1946
 LA0882_MARK LOGO: CGS
 LA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0882+STABILITY: SURFACE MOTION
 LA0882
 LA0882  HISTORY     - Date     Condition        Report By
 LA0882  HISTORY     - 1946     MONUMENTED       CGS
 LA0882  HISTORY     - 1951     GOOD             CGS
 LA0882  HISTORY     - 1955     GOOD             CGS
 LA0882  HISTORY     - 1962     GOOD             CGS
 LA0882  HISTORY     - 1962     GOOD             CGS
 LA0882  HISTORY     - 1963     GOOD             CGS
 LA0882  HISTORY     - 1977     GOOD             NGS
 LA0882
 LA0882                          STATION DESCRIPTION
 LA0882
 LA0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0882'THIS STATION IS LOCATED ABOUT 5 MILES WEST OF WAYNEDALE, AT A
 LA0882'CROSSROAD CALLED NINEMAILE.  IT IS 37 FEET NORTH OF THE CENTERLINE OF
 LA0882'A MACADAM ROAD AND 2 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS 6
 LA0882'INCHES AND THE DISK IS STAMPED NINEMILE 1946.
 LA0882'
 LA0882'REFERENCE MARK NO. 1 IS 98.13 FEET SOUTHEAST OF THE STATION.  IT IS 30
 LA0882'FEET SOUTH OF A T-ROAD AND 80 FEET NORTHWEST OF THE NORTHWEST CORNER
 LA0882'OF THE MT. ZION EVANGELICAL LUTHERAN CHURCH.  THE MARK IS FLUSH AND
 LA0882'THE DISK IS STAMPED NINEMILE NO 1 1946
 LA0882'
 LA0882'REFERENCE MARK NO. 2 IS 127.83 FEET SOUTHWEST OF THE STATION.  IT IS
 LA0882'19 FEET SOUTH OF THE CENTERLINE OF A MACADAM ROAD, 108 FEET SOUTHEAST
 LA0882'OF THE SOUTHEAST CORNER OF THE UNITED BRETHERN CHURCH AND 2 FEET EAST
 LA0882'OF A POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED NINE MILE NO 2
 LA0882'1946.
 LA0882'
 LA0882'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF THE STATION.
 LA0882'IT IS 60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 3, 1 FOOT
 LA0882'WEST OF A FENCELINE, 4 FEET SOUTH OF A WITNESS POST, AND 2 FEET WEST
 LA0882'OF A POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LA0882'NINEMILE 1946.
 LA0882'
 LA0882'TO REACH THE STATION FROM WAYNEDALE, TAKE STATE HIGHWAY 3 WEST FOR
 LA0882'04.7 MILES TO A CROSSROADS AT NINEMILE.  TURN LEFT AT CROSSROADS AND
 LA0882'GO SOUTH FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 LA0882'
 LA0882'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON MACADAM ROAD TO
 LA0882'AZIMUTH ON LEFT AS DESCRIBED.
 LA0882'
 LA0882'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA0882
 LA0882                          STATION RECOVERY (1951)
 LA0882
 LA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGH)
 LA0882'OFFICE NOTE-THIS STATION RECOVERED IN 1951 BY R.G.H. AND FOUND TO BE
 LA0882'IN GOOD CONDITION.
 LA0882
 LA0882                          STATION RECOVERY (1955)
 LA0882
 LA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 LA0882'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  A COMPLETE AND
 LA0882'MORE ACCURATE DESCRIPTION FOLLOWS-
 LA0882'
 LA0882'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WAYNEDALE, AT THE
 LA0882'CROSSROADS CALLED NINEMILE, 193 FEET EAST OF THE SOUTHEAST CORNER OF
 LA0882'THE NINEMILE E.U.B. CHURCH, A RED BRICK STRUCTURE, 35 FEET NORTH OF
 LA0882'THE CENTERLINE OF THE MACADAM ROAD, AND AT THE SOUTH EDGE OF THE
 LA0882'CEMETERY.  MARKED BY A STANDARD DISK, STAMPED NINEMILE 1946, SET IN
 LA0882'THE TOP OF A CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 LA0882'
 LA0882'REFERENCE MARK NO. 1 IS 98.13 FEET SOUTHEAST OF THE STATION, 18 FEET
 LA0882'SOUTH OF THE CENTERLINE OF THE MACADAM ROAD, AND 68 FEET NORTHWEST OF
 LA0882'THE NORTHWEST CORNER OF MT. ZION EVANGELICAL LUTHERAN CHURCH, A WHITE
 LA0882'FRAME STRUCTURE.  MARKED BY A STANDARD DISK, STAMPED NO 1 1946, SET IN
 LA0882'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 LA0882'
 LA0882'REFERENCE MARK NO. 2 IS 127.83 FEET SOUTHWEST OF THE STATION, 17 FEET
 LA0882'SOUTH OF THE CENTERLINE OF THE MACADAM ROAD, 108 FEET SOUTHEAST OF THE
 LA0882'SOUTHEAST CORNER OF THE RED BRICK CHURCH, AND 33 FEET EAST OF THE
 LA0882'CENTERLINE OF A CONCRETE WALK TO HOUSE.  MARKED BY A STANDARD DISK,
 LA0882'STAMPED NINEMILE NO 2 1946, SET IN THE TOP OF A CONCRETE MONUMENT
 LA0882'PROJECTING 1 INCH ABOVE GROUND.
 LA0882'
 LA0882'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTHEAST OF THE STATION, 60
 LA0882'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY NO. 3, 1 FOOT WEST
 LA0882'OF A FENCE, AND 2 FEET WEST OF A POWER POLE.  MARKED BY A STANDARD
 LA0882'DISK, STAMPED NINEMILE 1946, SET IN THE TOP OF A CONCRETE MONUMENT
 LA0882'PROJECTING 2 INCHES ABOVE GROUND.
 LA0882'
 LA0882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 1 AND NO.
 LA0882'3 IN WAYNEDALE, TAKE STATE HIGHWAY NO. 3 WEST AND SOUTHWEST FOR 4.7
 LA0882'MILE TO THE CROSSROADS AT NINEMILE, TURN SHARP LEFT (EAST) ON THE
 LA0882'FIRST MACADAM ROAD AND GO 0.2 MILE TO CHURCH AND STATION AS DESCRIBED.
 LA0882'
 LA0882'TO REACH THE AZIMUTH MARK GO NORTHEAST ON A SMALL MACADAM ROAD FOR
 LA0882'0.25 MILE TO LEFT TURN IN ROAD, TURN LEFT AND GO ABOUT 100 FEET TO
 LA0882'MARK ON LEFT.
 LA0882
 LA0882                          STATION RECOVERY (1962)
 LA0882
 LA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA0882'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 LA0882'
 LA0882'NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 5 MILES SW OF
 LA0882'WAYNEDALE, AT A CROSSROAD CALLED WINTERS.  IT IS 37 FT N OF THE
 LA0882'CENTERLINE OF A MACADAM ROAD AND 3 FT E OF AN EVERGREEN TREE.  IT IS
 LA0882'COVERED BY A LOW GROWING EVERGREEN BUSH.
 LA0882'
 LA0882'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MI NE OF THE STATION.  IT IS 60
 LA0882'FT S OF THE CENTERLINE OF STATE HWY NO. 3, 1 FT W OF A FENCELINE.  THE
 LA0882'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NINEMILE 1946.
 LA0882'
 LA0882'PREVIOUS DESCRIPTION OF RM NO. 1 AND RM NO. 2 IS ADEQUATE.
 LA0882'
 LA0882'TO REACH THE STATION FROM WAYNEDALE, TAKE STATE HWY 3 SW FOR 04.7 MI
 LA0882'TO A CROSSROADS MI AT NINEMILE.  TURN LEFT AT CROSSROADS AND GO E FOR
 LA0882'0.2 MI TO STATION ON LEFT.
 LA0882'
 LA0882'TO REACH THE AZIMUTH FROM THE STATION, GO NE ON MACADAM RD TO AZIMUTH
 LA0882'ON LEFT.
 LA0882
 LA0882                          STATION RECOVERY (1962)
 LA0882
 LA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA0882'5 MI SW FROM WAYNEDALE.
 LA0882'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WAYNEDALE,
 LA0882'AT A CROSSROAD CALLED WINTERS.  IT IS 37 FEET NORTH OF THE
 LA0882'CENTERLINE OF A MACADAM ROAD, AND 3 FEET EAST OF AN EVERGREEN
 LA0882'TREE.  IT IS COVERED BY A LOW GROWING EVERGREEN BUSH.  TO REACH
 LA0882'THE STATION FROM WAYNEDALE, TAKE STATE HIGHWAY 3 S.W. FOR 4.7
 LA0882'MILES TO A CROSSROADS AT NINEMILE.  TURN LEFT AT CROSSROADS
 LA0882'AND GO EAST FOR 0.2 MILES TO STATION ON LEFT.
 LA0882
 LA0882                          STATION RECOVERY (1963)
 LA0882
 LA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA0882'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA0882'DESCRIBED.
 LA0882'
 LA0882'ABOUT 8-1/2 MILES SSW OF THE HEART OF FORT WAYNE, 0.2 MILE E ALONG
 LA0882'WINTERS ROAD FROM THE 6-POINTS INTERSECTION OF THE SAID, COVERDALE
 LA0882'ROAD AND NO. 3 INDIANA HWY. IN THE TOWN OF NINEMILE, ON SIDE OF THE
 LA0882'CEMETERY AT EVANGELICAL UNITED BRETHREN CHURCH, 79 FEET NW OF
 LA0882'PROJECTED CENTER LINE OF BUSKIRK ROAD FROM THE NE, 37 FEET N OF CENTER
 LA0882'LINE OF WINTERS ROAD, 0.3 FOOT LOWER THAN SAME, STANDARD DISKS ARE
 LA0882'STAMPED NINEMILE 1946 WITH THE UPPER MARK PROJECTING 0.4 FOOT ABOVE
 LA0882'GROUND.
 LA0882'
 LA0882'REFERENCE STAMPED NINEMILE NO 1 1946, FLUSH, IS 97.95 FEET OR 29.855
 LA0882'METERS SE OF STATION, 68.4 FEET NW OF NW CORNER OF M. ZION CHURCH
 LA0882'FOUNDATION, 45 FEET W OF PROJECTED PLANE OF W WALL OF SAME, MT.  ZION
 LA0882'EVANGELICAL CHURCH.
 LA0882'
 LA0882'REFERENCE STAMPED NINEMILE NO 2 1946, PROJECTS 0.1 FOOT, IS 127.88
 LA0882'FEET OR 38.978 METERS WSW OF STATION, 54.5 FEET NNE OF N CORNER OF
 LA0882'MOST ELY WALL OF BRICK 2-STORY PARSONAGE OF THE UNITED BRETHREN
 LA0882'CHURCH, 17 FEET S OF CENTER LINE OF WINTERS ROAD, AND ABOUT LEVEL WITH
 LA0882'SAME.
 LA0882'
 LA0882'AZIMUTH MARK STAMPED NINEMILE 1946, PROJECTS 0.4 FOOT, IS ABOUT 0.3
 LA0882'MILE NE OF STATION, 60 FEET SE OF CENTER LINE OF 20-FOOT ASPHALT
 LA0882'PAVEMENT OF NO. 1 INDIANA HWY., 0.9 FOOT LOWER THAN SAME, 49 FEET S OF
 LA0882'CENTER LINE OF THE SHORT TURN-OUT LEG OF BUSKIRK ROAD, 1.7 FEET SW OF
 LA0882'STEEL WITNESS POST, AND ONE FOOT SW OF A FENCE.
 LA0882
 LA0882                          STATION RECOVERY (1977)
 LA0882
 LA0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 LA0882'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA0882'DESCRIBED.
 LA0882'
 LA0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 LA0882'WAYNEDALE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0881 ***********************************************************************
 LA0881  DESIGNATION -  NINEMILE RM 1
 LA0881  PID         -  LA0881
 LA0881  STATE/COUNTY-  IN/ALLEN
 LA0881  COUNTRY     -  US
 LA0881  USGS QUAD   -  OSSIAN (2019)
 LA0881
 LA0881                         *CURRENT SURVEY CONTROL
 LA0881  ______________________________________________________________________
 LA0881* NAD 83(1986) POSITION- 40 58 29.93   (N) 085 13 16.36   (W)   HD_HELD1
 LA0881* NAVD 88 ORTHO HEIGHT -   245.666 (meters)      805.99  (feet) ADJUSTED
 LA0881  ______________________________________________________________________
 LA0881  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LA0881  DYNAMIC HEIGHT  -        245.561 (meters)      805.64  (feet) COMP
 LA0881  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 LA0881
 LA0881  VERT ORDER      -  SECOND    CLASS 0
 LA0881
 LA0881.The horizontal coordinates were determined by differentially corrected
 LA0881.hand held GPS observations or other comparable positioning techniques
 LA0881.and have an estimated accuracy of +/- 3 meters.
 LA0881
 LA0881.The orthometric height was determined by differential leveling and
 LA0881.adjusted by the NATIONAL GEODETIC SURVEY
 LA0881.in June 1991.
 LA0881
 LA0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0881.GEOID18 height accuracy estimate available here.
 LA0881
 LA0881.Click photographs - Photos may exist for this station.
 LA0881
 LA0881.The dynamic height is computed by dividing the NAVD 88
 LA0881.geopotential number by the normal gravity value computed on the
 LA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0881.degrees latitude (g = 980.6199 gals.).
 LA0881
 LA0881.The modeled gravity was interpolated from observed gravity values.
 LA0881
 LA0881;                    North         East    Units  Estimated Accuracy
 LA0881;SPC IN E     -   635,875.4     137,491.5     MT  (+/- 3 meters HH1 GPS) 
 LA0881
 LA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4965837503(NAD 83)
 LA0881
 LA0881                          SUPERSEDED SURVEY CONTROL
 LA0881
 LA0881  NGVD 29 (??/??/92)  245.816  (m)          806.48   (f) ADJ UNCH    2 0
 LA0881
 LA0881.Superseded values are not recommended for survey control.
 LA0881
 LA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0881.See file dsdata.pdf to determine how the superseded data were derived.
 LA0881
 LA0881_MARKER: DR = REFERENCE MARK DISK
 LA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0881_STAMPING: NINEMILE NO 1 1946
 LA0881_MARK LOGO: CGS
 LA0881_PROJECTION: FLUSH
 LA0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0881+STABILITY: SURFACE MOTION
 LA0881
 LA0881  HISTORY     - Date     Condition        Report By
 LA0881  HISTORY     - 1946     MONUMENTED       CGS
 LA0881
 LA0881                          STATION DESCRIPTION
 LA0881
 LA0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0881'5.8 MI SW FROM WAYNEDALE.
 LA0881'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA0881'WITH STATE HIGHWAY 3 AT WAYNEDALE, ABOUT 0.15 MILE EAST OF THE
 LA0881'INTERSECTION OF STATE HIGHWAY 3, 68 FEET NORTHWEST OF THE
 LA0881'NORTHWEST CORNER OF THE MT. ZION CHURCH, 22 FEET SOUTHWEST OF A
 LA0881'GUY POLE, 16 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LA0881'ROAD, ABOUT 0.5 FOOT BELOW THE ROAD, AND SET IN THE TOP OF A
 LA0881'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 LA0881'NOTE-- THENCE 2.85 MILES WEST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0883 ***********************************************************************
 LA0883  DESIGNATION -  NINEMILE RM 2
 LA0883  PID         -  LA0883
 LA0883  STATE/COUNTY-  IN/ALLEN
 LA0883  COUNTRY     -  US
 LA0883  USGS QUAD   -  OSSIAN (2019)
 LA0883
 LA0883                         *CURRENT SURVEY CONTROL
 LA0883  ______________________________________________________________________
 LA0883* NAD 83(1986) POSITION- 40 58 30.04   (N) 085 13 18.95   (W)   HD_HELD1
 LA0883* NAVD 88 ORTHO HEIGHT -   246.012 (meters)      807.12  (feet) ADJUSTED
 LA0883  ______________________________________________________________________
 LA0883  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 LA0883  DYNAMIC HEIGHT  -        245.906 (meters)      806.78  (feet) COMP
 LA0883  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 LA0883
 LA0883  VERT ORDER      -  SECOND    CLASS 0
 LA0883
 LA0883.The horizontal coordinates were determined by differentially corrected
 LA0883.hand held GPS observations or other comparable positioning techniques
 LA0883.and have an estimated accuracy of +/- 3 meters.
 LA0883
 LA0883.The orthometric height was determined by differential leveling and
 LA0883.adjusted by the NATIONAL GEODETIC SURVEY
 LA0883.in June 1991.
 LA0883
 LA0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0883.GEOID18 height accuracy estimate available here.
 LA0883
 LA0883.Click photographs - Photos may exist for this station.
 LA0883
 LA0883.The dynamic height is computed by dividing the NAVD 88
 LA0883.geopotential number by the normal gravity value computed on the
 LA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0883.degrees latitude (g = 980.6199 gals.).
 LA0883
 LA0883.The modeled gravity was interpolated from observed gravity values.
 LA0883
 LA0883;                    North         East    Units  Estimated Accuracy
 LA0883;SPC IN E     -   635,878.4     137,430.9     MT  (+/- 3 meters HH1 GPS) 
 LA0883
 LA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4959837505(NAD 83)
 LA0883
 LA0883                          SUPERSEDED SURVEY CONTROL
 LA0883
 LA0883  NGVD 29 (??/??/92)  246.162  (m)          807.62   (f) ADJ UNCH    2 0
 LA0883
 LA0883.Superseded values are not recommended for survey control.
 LA0883
 LA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0883.See file dsdata.pdf to determine how the superseded data were derived.
 LA0883
 LA0883_MARKER: DR = REFERENCE MARK DISK
 LA0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0883_STAMPING: NINEMILE NO 2 1946
 LA0883_MARK LOGO: CGS
 LA0883_PROJECTION: FLUSH
 LA0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0883+STABILITY: SURFACE MOTION
 LA0883
 LA0883  HISTORY     - Date     Condition        Report By
 LA0883  HISTORY     - 1946     MONUMENTED       CGS
 LA0883  HISTORY     - 1951     GOOD             CGS
 LA0883
 LA0883                          STATION DESCRIPTION
 LA0883
 LA0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA0883'5.8 MI SW FROM WAYNEDALE.
 LA0883'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA0883'WITH STATE HIGHWAY 3 AT WAYNEDALE, ABOUT 0.15 MILE EAST OF THE
 LA0883'INTERSECTION OF HIGHWAY 3, 129 FEET SOUTHWEST OF TRIANGULATION
 LA0883'STATION NINEMILE, 108 FEET SOUTHEAST AND ACROSS THE EAST-WEST
 LA0883'PAVED ROAD FROM THE SOUTHEAST CORNER OF THE NINEMILE UNITED
 LA0883'BRETHREN CHURCH, 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LA0883'A TWO STORY BRICK HOUSE, 17 FEET SOUTH OF THE CENTER LINE OF THE
 LA0883'ROAD, ABOUT 2 YARDS NORTH OF A HEDGE ROW, 1.5 FEET EAST OF A
 LA0883'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 LA0883'A CONCRETE POST SET FLUSH WITH THE GROUND.  NOTE-- THENCE 2.85
 LA0883'MILES WEST ALONG A GRAVEL ROAD.
 LA0883
 LA0883                          STATION RECOVERY (1951)
 LA0883
 LA0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LA0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2070 ***********************************************************************
 LA2070  DESIGNATION -  NIXON
 LA2070  PID         -  LA2070
 LA2070  STATE/COUNTY-  IN/RANDOLPH
 LA2070  COUNTRY     -  US
 LA2070  USGS QUAD   -  MAXVILLE (2019)
 LA2070
 LA2070                         *CURRENT SURVEY CONTROL
 LA2070  ______________________________________________________________________
 LA2070* NAD 83(1997) POSITION- 40 12 16.35513(N) 085 06 54.00664(W)   ADJUSTED
 LA2070* NAVD 88 ORTHO HEIGHT -   319.3   (meters)     1048.    (feet) VERTCON3
 LA2070  ______________________________________________________________________
 LA2070  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LA2070  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 LA2070  HORZ ORDER      -  FIRST
 LA2070
 LA2070.The horizontal coordinates were established by classical geodetic methods
 LA2070.and adjusted by the National Geodetic Survey in May 1999.
 LA2070
 LA2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2070
 LA2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2070.GEOID18 height accuracy estimate available here.
 LA2070
 LA2070.Click photographs - Photos may exist for this station.
 LA2070
 LA2070.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2070
 LA2070. The following values were computed from the NAD 83(1997) position.
 LA2070
 LA2070;                    North         East     Units Scale Factor Converg.
 LA2070;SPC IN E     -   550,374.606   146,966.482   MT  0.99999381   +0 21 22.0
 LA2070;SPC IN E     - 1,805,687.35    482,172.53   sFT  0.99999381   +0 21 22.0
 LA2070;UTM  16      - 4,452,163.743   660,426.638   MT  0.99991683   +1 13 01.4
 LA2070
 LA2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2070!SPC IN E     -   0.99995521  x   0.99999381  =   0.99994902
 LA2070!UTM  16      -   0.99995521  x   0.99991683  =   0.99987204
 LA2070
 LA2070:                Primary Azimuth Mark                     Grid Az
 LA2070:SPC IN E     -  NIXON AZ MK                              092 43 49.7
 LA2070:UTM  16      -  NIXON AZ MK                              091 52 10.3
 LA2070
 LA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6042652163(NAD 83)
 LA2070
 LA2070|---------------------------------------------------------------------|
 LA2070| PID    Reference Object                     Distance      Geod. Az  |
 LA2070|                                                           dddmmss.s |
 LA2070| CC9050 NIXON RM 1                           74.109 METERS 03642     |
 LA2070| CC9049 NIXON AZ MK                                        0930511.7 |
 LA2070| LA2344 WINCHESTER CATV MAST                APPROX.10.7 KM 1022203.8 |
 LA2070| LA2340 WINCHESTER GEN GLASS CORP TANK      APPROX.12.8 KM 1050443.8 |
 LA2070| LA2339 WINCHESTER GEN GLASS CORP STK       APPROX.12.7 KM 1051437.1 |
 LA2070| LA2343 WINCHESTER MUN WATER TANK           APPROX.12.0 KM 1053615.5 |
 LA2070| LA2337 WINCHESTER RANDOLPH CO CTHSE        APPROX.11.9 KM 1073648.1 |
 LA2070| LA2342 WINCHESTER RAD STA WIUC FM MST      APPROX.13.4 KM 1082936.6 |
 LA2070| LA2071 FARMLAND MUNICIPAL TANK             APPROX. 2.1 KM 2025146.7 |
 LA2070| LA2072 PARKER MUNICIPAL TANK               APPROX. 7.6 KM 2575942.6 |
 LA2070| LA2076 SELMA PANHANDLE EAST MICROWAVE      APPROX.11.9 KM 2814729.0 |
 LA2070| CC9051 NIXON RM 2                           60.860 METERS 30345     |
 LA2070|---------------------------------------------------------------------|
 LA2070
 LA2070                          SUPERSEDED SURVEY CONTROL
 LA2070
 LA2070  NAD 83(1995)-  40 12 16.35557(N)    085 06 54.01166(W) AD(       ) 1
 LA2070  NAD 83(1986)-  40 12 16.35721(N)    085 06 54.01792(W) AD(       ) 1
 LA2070  NAD 27      -  40 12 16.19000(N)    085 06 54.13000(W) AD(       ) 1
 LA2070  NGVD 29 (07/19/86)  319.4    (m)         1048.     (f) VERT ANG       
 LA2070
 LA2070.Superseded values are not recommended for survey control.
 LA2070
 LA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2070.See file dsdata.pdf to determine how the superseded data were derived.
 LA2070
 LA2070_MARKER: DS = TRIANGULATION STATION DISK
 LA2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2070_STAMPING: NIXON 1934
 LA2070_MARK LOGO: CGS
 LA2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2070+STABILITY: SURFACE MOTION
 LA2070
 LA2070  HISTORY     - Date     Condition        Report By
 LA2070  HISTORY     - 1934     MONUMENTED       CGS
 LA2070  HISTORY     - 1969     GOOD             CGS
 LA2070
 LA2070                          STATION DESCRIPTION
 LA2070
 LA2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2070'ABOUT 0.75 MILE NORTH-NORTHEAST OF FARMLAND, ON THE NORTH SIDE OF
 LA2070'GRAVEL ROAD, ON PROPERTY BELONGING TO DR. JOHN NIXON WHO LIVES IN
 LA2070'FARMLAND.
 LA2070'
 LA2070'IT IS 170 FEET EAST OF THE FARMHOUSE, 72 FEET NORTH OF FENCE WHICH IS
 LA2070'ON THE NORTH SIDE OF THE GRAVEL ROAD, 87 FEET NORTH OF CENTER LINE OF
 LA2070'ROAD, 190 FEET SOUTHEAST OF THE RED CATTLE BARN, AND PROJECTS 6
 LA2070'INCHES.
 LA2070'
 LA2070'TO REACH FROM FARMLAND, GO NORTH ON STATE HIGHWAY 1 FOR 0.8 MILE FROM
 LA2070'ITS JUNCTION WITH STATE HIGHWAY 32, TO A GRAVEL T-ROAD EAST, TURN EAST
 LA2070'ON T-ROAD AND GO 0.7 MILE TO DR. NIXONS FARMHOUSE AND STATION.
 LA2070'
 LA2070'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2070'DISKS SET IN CONCRETE.
 LA2070'
 LA2070'REFERENCE MARK NO. 1 IS 243.10 FEET NORTHEAST OF STATION, ON THE FENCE
 LA2070'LINE WHICH IS ON THE NORTH SIDE OF THE APPLE ORCHARD IN WHICH THE
 LA2070'STATION IS LOCATED, ABOUT 300 FEET EAST OF THE CATTLE BARN, AND
 LA2070'PROJECTS 8 INCHES.
 LA2070'
 LA2070'REFERENCE MARK NO. 2 IS 199.72 FEET WEST-NORTHWEST OF STATION, 1 FOOT
 LA2070'EAST OF THE BARN LOT FENCE THAT BORDERS THE ORCHARD ON THE WEST, 20
 LA2070'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CATTLE BARN, 322.54 FEET
 LA2070'WEST-SOUTHWEST OF REFERENCE MARK NO. 1, AND PROJECTS 8 INCHES.
 LA2070'
 LA2070'THE FARMLAND MUNICIPAL TANK (LARGE SILVER) IS THE AZIMUTH MARK.  IT IS
 LA2070'APPROXIMATELY 0.75 MILES SOUTH-SOUTHWEST OF STATION.
 LA2070'
 LA2070'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 LA2070
 LA2070                          STATION RECOVERY (1969)
 LA2070
 LA2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2070'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE IN
 LA2070'GOOD CONDITION.  REFERENCE MARK 1 WAS LOOSE IN THE GROUND AND IT WAS
 LA2070'RESET AND REINFORCED WITH CEMENT.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 LA2070'LAND ON WHICH THE STATION IS LOCATED IS NOW THE PROPERTY OF DOCTOR
 LA2070'BYRON NIXON WHO LIVES IN FARMLAND.  HIS ADDRESS IS 312 N.  MAIN STREET
 LA2070'AND TELEPHONE NUMBER IS FARMLAND 5691.  DR.  NIXON HAS REQUESTED THAT
 LA2070'HE BE CONTACTED WHEN WORK IS REQUIRED AT THIS STATION.  A MR. JIM
 LA2070'THURMAN IS RESIDENT OF THE FARMHOUSE AT THIS RECOVERY.  A REVISED TO
 LA2070'REACH IS AS FOLLOWS--
 LA2070'
 LA2070'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 32 AT THE NORTH
 LA2070'EDGE OF FARMLAND GO NORTH ON STATE HIGHWAY 1 FOR 0.8 MILE TO JUNCTION
 LA2070'WITH A GRAVEL T ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.7 MILE TO
 LA2070'MR. JIM THURMANS DRIVEWAY TO THE NORTH.  TURN LEFT ON DRIVE AND GO
 LA2070'NORTH FOR APPROXIMATELY 200 FEET TO BACK OF BARN WHERE DRIVE TURNS
 LA2070'EAST.  TURN RIGHT AND GO EAST, PASSING THROUGH GATE, AND SOUTHEAST FOR
 LA2070'0.15 MILE TO THE CENTER OF PASTURE.  STATION IS ON THE PROJECTED PLANE
 LA2070'OF THE NORTH WALL OF FARMHOUSE, APPROXIMATELY 180 FEET EAST OF
 LA2070'NORTHEAST CORNER OF HOUSE.
 LA2070'
 LA2070'STATION MARK IS STAMPED NIXON 1934 AND IS SET 5 INCHES ABOVE GROUND
 LA2070'SURFACE.  IT IS 73.5 FEET NORTH OF EAST-WEST FENCELINE, 89.0 FEET
 LA2070'NORTH OF EAST-WEST GRAVELED ROAD, 96.0 FEET SOUTH OF EAST-WEST
 LA2070'FENCELINE, 83.1 FEET SOUTHEAST OF FENCE CORNER, 75.4 FEET
 LA2070'NORTH-NORTHWEST OF A 6 INCH PINE TREE, 168.0 FEET EAST OF NORTH-SOUTH
 LA2070'FENCELINE, 125.2 FEET WEST-SOUTHWEST OF A 12 INCH PINE TREE AND 179.3
 LA2070'FEET EAST OF NORTHEAST CORNER OF FARMHOUSE.
 LA2070'
 LA2070'REFERENCE MARK 1 IS STAMPED NIXON NO 1 1934 AND IS SET 10 INCHES ABOVE
 LA2070'GROUND SURFACE.  IT IS 1.5 FEET SOUTH OF EAST-WEST FENCELINE, 49.8
 LA2070'FEET WEST-NORTHWEST OF A 8 INCH PINE TREE AND 145.5 FEET
 LA2070'NORTH-NORTHEAST OF A 12 INCH PINE TREE.
 LA2070'
 LA2070'REFERENCE MARK 2 IS STAMPED NIXON NO 2 1934 AND IS SET 6 INCHES ABOVE
 LA2070'GROUND SURFACE.  IT IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE, 5.8
 LA2070'FEET SOUTH OF A METAL GATE POST, 18.8 FEET SOUTH OF SOUTHWEST CORNER
 LA2070'OF BARN, 66.9 FEET NORTH OF A POWERLINE POLE AND 142.0 FEET
 LA2070'EAST-SOUTHEAST OF NORTHEAST CORNER OF LARGE BARN.
 LA2070'
 LA2070'AZIMUTH MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED NIXON AZ
 LA2070'1969 USATOPOCOM AND IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 LA2070'MONUMENT WHICH IS SET FLUSH WITH GROUND SURFACE.  TO REACH FROM MR.
 LA2070'THURMANS DRIVEWAY NORTH, CONTINUE EAST ON GRAVEL ROAD FOR 0.2 MILE TO
 LA2070'T ROAD JUNCTION.  THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF
 LA2070'INTERSECTION OF ROADS 275N AND 700W.  IT IS 1.3 FEET WEST OF
 LA2070'NORTH-NORTHWEST OF POWER POLE NO. B1, 3.0 FEET SOUTH-SOUTHWEST OF A
 LA2070'METAL WITNESS POST, 22.7 FEET WEST OF CENTERLINE OF GRAVEL ROAD 700W,
 LA2070'23.7 FEET NORTH OF CENTERLINE OF GRAVEL ROAD 275N AND 32.0 FEET
 LA2070'NORTHWEST OF INTERSECTING CENTERLINE OF GRAVELED ROADS 275N AND 700W.
 LA2070'
 LA2070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 LA2070'NORTH-NORTHEAST OF FARMLAND.
 LA2070'
 LA2070'HEIGHT OF PLATE ABOVE STATION MARK 112.5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1832 ***********************************************************************
 KA1832  DESIGNATION -  NO 101
 KA1832  PID         -  KA1832
 KA1832  STATE/COUNTY-  IN/VIGO
 KA1832  COUNTRY     -  US
 KA1832  USGS QUAD   -  PIMENTO (2019)
 KA1832
 KA1832                         *CURRENT SURVEY CONTROL
 KA1832  ______________________________________________________________________
 KA1832* NAD 83(1997) POSITION- 39 20 21.10882(N) 087 23 17.99270(W)   ADJUSTED
 KA1832* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 KA1832  ______________________________________________________________________
 KA1832  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 KA1832  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 KA1832  HORZ ORDER      -  SECOND
 KA1832
 KA1832.The horizontal coordinates were established by classical geodetic methods
 KA1832.and adjusted by the National Geodetic Survey in May 1999.
 KA1832
 KA1832.The orthometric height was scaled from a topographic map.
 KA1832
 KA1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1832.GEOID18 height accuracy estimate available here.
 KA1832
 KA1832.Click photographs - Photos may exist for this station.
 KA1832
 KA1832.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1832
 KA1832. The following values were computed from the NAD 83(1997) position.
 KA1832
 KA1832;                    North         East     Units Scale Factor Converg.
 KA1832;SPC IN W     -   454,196.605   873,706.587   MT  0.99997518   -0 11 36.0
 KA1832;SPC IN W     - 1,490,143.36  2,866,485.69   sFT  0.99997518   -0 11 36.0
 KA1832;UTM  16      - 4,354,490.616   466,534.802   MT  0.99961379   -0 14 46.2
 KA1832
 KA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1832!SPC IN W     -   0.99997783  x   0.99997518  =   0.99995301
 KA1832!UTM  16      -   0.99997783  x   0.99961379  =   0.99959163
 KA1832
 KA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6653454490(NAD 83)
 KA1832
 KA1832                          SUPERSEDED SURVEY CONTROL
 KA1832
 KA1832  NAD 83(1986)-  39 20 21.11524(N)    087 23 17.98594(W) AD(       ) 2
 KA1832  NAD 27      -  39 20 20.97420(N)    087 23 17.91620(W) AD(       ) 2
 KA1832
 KA1832.Superseded values are not recommended for survey control.
 KA1832
 KA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1832.See file dsdata.pdf to determine how the superseded data were derived.
 KA1832
 KA1832_MARKER: DD = SURVEY DISK
 KA1832_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1832_STAMPING: 101
 KA1832_MARK LOGO: CGS+SS
 KA1832_PROJECTION: FLUSH
 KA1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1832
 KA1832  HISTORY     - Date     Condition        Report By
 KA1832  HISTORY     - 1934     MONUMENTED       INGS
 KA1832  HISTORY     - 1951     GOOD             CGS
 KA1832
 KA1832                          STATION DESCRIPTION
 KA1832
 KA1832'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1832'THIS IS A TRAVERSE STATION.
 KA1832'
 KA1832'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 41, ABOUT
 KA1832'8-1/4 MILES SOUTH OF TERRE HAUTE, AND 1.5 MILES SOUTH OF
 KA1832'YOUNGSTOWN. A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION
 KA1832'STATION VIGO TO THIS MARK. IT IS 38.298 METERS 125.65 FEET
 KA1832'SOUTH OF THE TRIANGULATION MARK, 48.4 FEET WEST OF THE CENTERLINE OF
 KA1832'THE HIGHWAY, 6 FEET SOUTH OF AN IRON FENCE CORNER POST SET IN
 KA1832'CONCRETE, AND 3 FEET SOUTHWEST OF A 3-FOOT OAK TREE. THE MARK IS A
 KA1832'STANDARD 4 BY 4 CONCRETE POST AND BRONZE, DISK, FLUSH WITH THE
 KA1832'GROUND AND THE DISK IS STAMPED STATION NO 101.
 KA1832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 41 IN
 KA1832'TERRE HAUTE, GO SOUTH ON THE LATTER FOR 8.8 MILES TO THE VIGO
 KA1832'CHEMICAL WARFARE PLANT, GATE NO. 5. ON THE RIGHT. CONTINUE SOUTH ON
 KA1832'THE HIGHWAY FOR 0.5 MILE TO THE SOUTHEAST CORNER OF THE
 KA1832'PLANT FENCE AND THE STATION AS DESCRIBED.
 KA1832
 KA1832                          STATION RECOVERY (1951)
 KA1832
 KA1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KA1832'STATION IS LOCATED ABOUT 8-1/4 MILES SOUTH OF TERRE HAUTE AND 1-1/2
 KA1832'MILES SOUTH OF YOUNGSTOWN, AT THE SOUTHEAST CORNER OF THE
 KA1832'GROUNDS OF A FEDERAL PRISON AND NEAR THE WEST RIGHT-OF-WAY OF U.S.
 KA1832'HIGHWAY 41. IT IS 6 FEET SOUTH OF THE SOUTHEAST FENCE CORNER OF
 KA1832'THE PRISON GROUNDS AND 3 FEET SOUTHWEST OF A 36 INCH OAK TREE. THE
 KA1832'MARK IS A 4 X 4 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KA1832'GROUND AND HAS A USC AND GS AND SS BRONZE DISK
 KA1832'IN THE TOP STAMPED NO. 101.
 KA1832'
 KA1832'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION VIGO 2 AND
 KA1832'THE DISTANCE FOUND TO BE 25.132 METERS 82.45 FEET.
 KA1832'
 KA1832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND 40 IN
 KA1832'TERRE HAUTE, GO SOUTH ON U.S. HIGHWAY 41 FOR 9.3 MILES AND THE
 KA1832'STATION ON THE RIGHT, WEST SIDE OF ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3319 ***********************************************************************
 JZ3319  DESIGNATION -  NO 109 J 25
 JZ3319  PID         -  JZ3319
 JZ3319  STATE/COUNTY-  IN/HENRY
 JZ3319  COUNTRY     -  US
 JZ3319  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ3319
 JZ3319                         *CURRENT SURVEY CONTROL
 JZ3319  ______________________________________________________________________
 JZ3319* NAD 83(1997) POSITION- 39 55 03.93607(N) 085 26 05.62185(W)   ADJUSTED
 JZ3319* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 JZ3319  ______________________________________________________________________
 JZ3319  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 JZ3319  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 JZ3319  HORZ ORDER      -  SECOND
 JZ3319
 JZ3319.The horizontal coordinates were established by classical geodetic methods
 JZ3319.and adjusted by the National Geodetic Survey in May 1999.
 JZ3319
 JZ3319.The orthometric height was scaled from a topographic map.
 JZ3319
 JZ3319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3319.GEOID18 height accuracy estimate available here.
 JZ3319
 JZ3319.Click photographs - Photos may exist for this station.
 JZ3319
 JZ3319.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3319
 JZ3319. The following values were computed from the NAD 83(1997) position.
 JZ3319
 JZ3319;                    North         East     Units Scale Factor Converg.
 JZ3319;SPC IN E     -   518,412.237   119,814.952   MT  0.99997150   +0 08 55.4
 JZ3319;SPC IN E     - 1,700,824.15    393,092.89   sFT  0.99997150   +0 08 55.4
 JZ3319;UTM  16      - 4,419,801.915   633,760.002   MT  0.99982026   +1 00 16.0
 JZ3319
 JZ3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3319!SPC IN E     -   0.99995482  x   0.99997150  =   0.99992632
 JZ3319!UTM  16      -   0.99995482  x   0.99982026  =   0.99977509
 JZ3319
 JZ3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3376019801(NAD 83)
 JZ3319
 JZ3319                          SUPERSEDED SURVEY CONTROL
 JZ3319
 JZ3319  NAD 83(1995)-  39 55 03.93720(N)    085 26 05.63226(W) AD(       ) 2
 JZ3319  NAD 83(1986)-  39 55 03.93757(N)    085 26 05.63727(W) AD(       ) 2
 JZ3319  NAD 27      -  39 55 03.77000(N)    085 26 05.74000(W) AD(       ) 2
 JZ3319
 JZ3319.Superseded values are not recommended for survey control.
 JZ3319
 JZ3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3319.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3319
 JZ3319_MARKER: DD = SURVEY DISK
 JZ3319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ3319_STAMPING: NO 109 J 25
 JZ3319_MARK LOGO: CGS+SS
 JZ3319_PROJECTION: FLUSH
 JZ3319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3319
 JZ3319  HISTORY     - Date     Condition        Report By
 JZ3319  HISTORY     - 1934     MONUMENTED       INGS
 JZ3319  HISTORY     - 1935     GOOD             CGS
 JZ3319  HISTORY     - 1939     GOOD             CGS
 JZ3319  HISTORY     - 1939     GOOD             CGS
 JZ3319
 JZ3319                          STATION DESCRIPTION
 JZ3319
 JZ3319'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 JZ3319'ABOUT 1 MILE WEST OF WESTWOOD, ON A 4-FOOT BANK ON THE RIGHT-OF-WAY
 JZ3319'OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 16 FEET
 JZ3319'NORTH OF THE NORTH RAIL, FLUSH WITH THE GROUND.
 JZ3319
 JZ3319                          STATION RECOVERY (1935)
 JZ3319
 JZ3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ3319'THE STATION MARK, WHICH CONSISTS OF A 6-BY 6-INCH CONCRETE POST WITH
 JZ3319'A STATE SURVEY STANDARD DISK STATION MARK IN ITS TOP CENTER, FLUSH
 JZ3319'WITH THE GROUND, WAS RECOVERED. IT IS ABOUT 1.25 MILES BY ROAD WEST
 JZ3319'OF WESTWOOD, ON A 4-FOOT BANK ON THE NORTH SIDE OF THE
 JZ3319'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY RIGHT-OF-WAY, 16
 JZ3319'FEET NORTH OF THE NORTH RAIL, 75 PACES WEST OF A PRIVATE ROAD,
 JZ3319'CROSSING THE RAILROAD AT SETH MILLS JERSEY HILL FARM, 316 PACES EAST
 JZ3319'OF A GRAVEL ROAD CROSSING THE RAILROAD AND 24 PACES WEST OF A
 JZ3319'WHISTLE BOARD, ON NORTH SIDE OF THE TRACK.
 JZ3319'
 JZ3319'TO REACH FROM THE CROSS ROAD AT WESTWOOD SCHOOLHOUSE, GO WEST 1.25
 JZ3319'MILES TO A JOGGED CROSS ROAD, WHERE THE EAST-WEST ROAD CONTINUES
 JZ3319'WEST ALONG NORTH SIDE OF RAILROAD, AND A NORTH-SOUTH ROAD CROSSES THE
 JZ3319'RAILROAD, HERE GO EAST ALONG THE RAILROAD FOR 316 PACES TO STATION
 JZ3319'ON NORTH SIDE OF TRACK.
 JZ3319'
 JZ3319'NOTE 1-THE LOCATION OF THIS STATION CHECKS WITH THE DESCRIPTION OF
 JZ3319'NO. 109 J 25, BUT THE TABLET IS NOT STAMPED.  THIS IS PROBABLY
 JZ3319'STATION NO. 109 J 25.
 JZ3319'
 JZ3319'NOTE 2-THIS STATION IS 136 PACES EAST OF THE POINT SELECTED FOR
 JZ3319'TRIANGULATION STATION JERSEY. SEE DESCRIPTION OF STATION
 JZ3319'JERSEY.
 JZ3319
 JZ3319                          STATION RECOVERY (1939)
 JZ3319
 JZ3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3319'A 6-BY 6-INCH CONCRETE POST WITH A U.S.C. AND G.S. AND S.S. STANDARD
 JZ3319'DISK IN THE CENTER, NOT STAMPED, AND FLUSH WITH THE GROUND. IT IS
 JZ3319'ON THE NORTH SIDE OF THE BIG FOUR RAILWAY RIGHT-OF-WAY ON A 4-FOOT
 JZ3319'BANK, 17.3 FEET NORTH OF THE NORTH RAIL, 29 FEET SOUTH OF A
 JZ3319'WOVEN-WIRE FENCE, 47.7 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND
 JZ3319'71.7 FEET WEST OF A RAILROAD WHISTLE POST STAMPED W . IT IS
 JZ3319'260.847 METERS EAST-NORTHEAST OF STATION JERSEY.
 JZ3319'
 JZ3319'TO REACH FROM NEWCASTLE COURTHOUSE ON STATE HIGHWAY 38, GO WEST FOR
 JZ3319'ABOUT 2.0 MILES TO A CROSS ROAD, HERE TURN SOUTH ON A MACADAM
 JZ3319'ROAD AND GO 1.0 MILE TO A CROSS ROAD AT WESTWOOD SCHOOLHOUSE IN
 JZ3319'SOUTHWEST ANGLE, HERE TURN RIGHT WEST AND GO 1.25 MILES
 JZ3319'TO A JOGGED CROSS ROAD WHERE NORTH-SOUTH ROAD CROSSES THE RAILROAD,
 JZ3319'GO EAST ALONG THE RAILROAD 310 PACES TO STATION ON THE
 JZ3319'LEFT, OR NORTH SIDE OF THE RIGHT-OF-WAY.
 JZ3319'
 JZ3319'NOTE- THIS MARK WAS SET BY THE INDIANA GEODETIC SURVEY, AND
 JZ3319'DESCRIPTION CHECKS WITH THAT OF BM NO. 109.
 JZ3319
 JZ3319                          STATION RECOVERY (1939)
 JZ3319
 JZ3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (OSR)
 JZ3319'THIS MARK WAS RECOVERED AS DESCRIBED BY A.P. RATTI, 1939, AND FOUND
 JZ3319'IN GOOD CONDITION. DISTANCE MEASURED BY A.P.  RATTI FROM THIS
 JZ3319'MARK TO TRIANGULATION STATION JERSEY IS INCORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2065 ***********************************************************************
 HZ2065  DESIGNATION -  NO 111
 HZ2065  PID         -  HZ2065
 HZ2065  STATE/COUNTY-  IN/JEFFERSON
 HZ2065  COUNTRY     -  US
 HZ2065  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2065
 HZ2065                         *CURRENT SURVEY CONTROL
 HZ2065  ______________________________________________________________________
 HZ2065* NAD 83(1997) POSITION- 38 48 27.02172(N) 085 27 02.28922(W)   ADJUSTED
 HZ2065* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 HZ2065  ______________________________________________________________________
 HZ2065  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 HZ2065  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HZ2065  HORZ ORDER      -  SECOND
 HZ2065
 HZ2065.The horizontal coordinates were established by classical geodetic methods
 HZ2065.and adjusted by the National Geodetic Survey in May 1999.
 HZ2065
 HZ2065.The orthometric height was scaled from a topographic map.
 HZ2065
 HZ2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2065.GEOID18 height accuracy estimate available here.
 HZ2065
 HZ2065.Click photographs - Photos may exist for this station.
 HZ2065
 HZ2065.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2065
 HZ2065. The following values were computed from the NAD 83(1997) position.
 HZ2065
 HZ2065;                    North         East     Units Scale Factor Converg.
 HZ2065;SPC IN E     -   395,149.717   118,763.954   MT  0.99997100   +0 08 07.4
 HZ2065;SPC IN E     - 1,296,420.36    389,644.74   sFT  0.99997100   +0 08 07.4
 HZ2065;SPC KY1Z     - 1,274,645.151 1,526,003.873   MT  1.00003699   +0 11 01.7
 HZ2065;SPC KY1Z     - 4,181,898.30  5,006,564.37   sFT  1.00003699   +0 11 01.7
 HZ2065;SPC KY N     -   145,811.861   395,717.081   MT  0.99997967   -0 44 48.8
 HZ2065;SPC KY N     -   478,384.41  1,298,281.79   sFT  0.99997967   -0 44 48.8
 HZ2065;UTM  16      - 4,296,555.761   634,528.471   MT  0.99982286   +0 58 16.1
 HZ2065
 HZ2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2065!SPC IN E     -   0.99996549  x   0.99997100  =   0.99993649
 HZ2065!SPC KY1Z     -   0.99996549  x   1.00003699  =   1.00000248
 HZ2065!SPC KY N     -   0.99996549  x   0.99997967  =   0.99994516
 HZ2065!UTM  16      -   0.99996549  x   0.99982286  =   0.99978836
 HZ2065
 HZ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3452896555(NAD 83)
 HZ2065
 HZ2065                          SUPERSEDED SURVEY CONTROL
 HZ2065
 HZ2065  NAD 83(1995)-  38 48 27.02166(N)    085 27 02.28663(W) AD(       ) 2
 HZ2065  NAD 83(1993)-  38 48 27.02201(N)    085 27 02.28744(W) AD(       ) 2
 HZ2065  NAD 83(1986)-  38 48 27.02277(N)    085 27 02.29309(W) AD(       ) 2
 HZ2065  NAD 27      -  38 48 26.81000(N)    085 27 02.43900(W) AD(       ) 2
 HZ2065
 HZ2065.Superseded values are not recommended for survey control.
 HZ2065
 HZ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2065.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2065
 HZ2065_MARKER: DD = SURVEY DISK
 HZ2065_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2065_STAMPING: NO 111
 HZ2065_MARK LOGO: CGS+SS
 HZ2065_PROJECTION: PROJECTING 5 CENTIMETERS
 HZ2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2065
 HZ2065  HISTORY     - Date     Condition        Report By
 HZ2065  HISTORY     - 1934     MONUMENTED       INGS
 HZ2065
 HZ2065                          STATION DESCRIPTION
 HZ2065
 HZ2065'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 HZ2065'THE STATION IS LOCATED ABOUT 140 YARDS NORTHEAST OF STATE HIGHWAY 7
 HZ2065'IN THE SMALL VILLAGE OF WIRT, 17.8 FEET NORTHEAST OF THE NORTHEAST
 HZ2065'CORNER OF MR. V FRANCISCOS HOUSE, A LARGE ANTIQUE BRICK HOUSE WHICH
 HZ2065'STAND ON THE HIGHEST HILL IN THE VICINITY, AND IS LOCALLY KNOWN
 HZ2065'AS THE FRANCISCO HOUSE. IT IS 15 FEET WEST OF A WIRE FENCE AND 11.8
 HZ2065'FEET EAST OF THE SOUTHEAST CORNER OF AN OLD SMOKE HOUSE.
 HZ2065'
 HZ2065'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION WIRT TO
 HZ2065'THIS MARK. IT IS 33.308 METERS 109.28 FEET SOUTH OF STATION
 HZ2065'WIRT. THE MARK IS A PRECAST CONCRETE MARKER WITH STANDARD U.S. C AND G
 HZ2065'AND STATE SURVEY STATION DISK. THE MARK PROJECTS ABOUT 2
 HZ2065'INCHES, AND THE DISK IS STAMPED NO. 111.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1555 ***********************************************************************
 MD1555  DESIGNATION -  NO 119
 MD1555  PID         -  MD1555
 MD1555  STATE/COUNTY-  IN/ALLEN
 MD1555  COUNTRY     -  US
 MD1555  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1555
 MD1555                         *CURRENT SURVEY CONTROL
 MD1555  ______________________________________________________________________
 MD1555* NAD 83(1997) POSITION- 41 06 23.37433(N) 085 02 46.77530(W)   ADJUSTED
 MD1555* NAVD 88 ORTHO HEIGHT -   238.35  (+/-2cm)      782.0   (feet) VERTCON3
 MD1555  ______________________________________________________________________
 MD1555  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 MD1555  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 MD1555  HORZ ORDER      -  THIRD
 MD1555  VERT ORDER      -  THIRD ? (See Below)
 MD1555
 MD1555.The horizontal coordinates were established by classical geodetic methods
 MD1555.and adjusted by the National Geodetic Survey in May 1999.
 MD1555
 MD1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1555
 MD1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1555.GEOID18 height accuracy estimate available here.
 MD1555
 MD1555.The vertical order pertains to the NGVD 29 superseded value.
 MD1555
 MD1555.Click photographs - Photos may exist for this station.
 MD1555
 MD1555.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1555
 MD1555. The following values were computed from the NAD 83(1997) position.
 MD1555
 MD1555;                    North         East     Units Scale Factor Converg.
 MD1555;SPC IN E     -   650,569.821   152,106.745   MT  1.00000007   +0 24 28.3
 MD1555;SPC IN E     - 2,134,411.15    499,036.88   sFT  1.00000007   +0 24 28.3
 MD1555;UTM  16      - 4,552,418.081   664,046.565   MT  0.99993122   +1 17 05.1
 MD1555
 MD1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1555!SPC IN E     -   0.99996780  x   1.00000007  =   0.99996787
 MD1555!UTM  16      -   0.99996780  x   0.99993122  =   0.99989902
 MD1555
 MD1555:                Primary Azimuth Mark                     Grid Az
 MD1555:SPC IN E     -  NO 120                                   255 27 55.3
 MD1555:UTM  16      -  NO 120                                   254 35 18.5
 MD1555
 MD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6404652418(NAD 83)
 MD1555
 MD1555|---------------------------------------------------------------------|
 MD1555| PID    Reference Object                     Distance      Geod. Az  |
 MD1555|                                                           dddmmss.s |
 MD1555| MD1546 NO 120                              APPROX. 0.6 KM 2555223.6 |
 MD1555|---------------------------------------------------------------------|
 MD1555
 MD1555                          SUPERSEDED SURVEY CONTROL
 MD1555
 MD1555  NAD 83(1995)-  41 06 23.37501(N)    085 02 46.77941(W) AD(       ) 3
 MD1555  NAD 83(1986)-  41 06 23.37559(N)    085 02 46.78951(W) AD(       ) 3
 MD1555  NAD 27      -  41 06 23.20680(N)    085 02 46.87441(W) AD(       ) 3
 MD1555  NGVD 29             238.50   (m)          782.5    (f) LEVELING    3  
 MD1555
 MD1555.Superseded values are not recommended for survey control.
 MD1555
 MD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1555.See file dsdata.pdf to determine how the superseded data were derived.
 MD1555
 MD1555_MARKER: DD = SURVEY DISK
 MD1555_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1555_STAMPING: 119
 MD1555_MARK LOGO: CGS+SS
 MD1555_PROJECTION: FLUSH
 MD1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1555
 MD1555  HISTORY     - Date     Condition        Report By
 MD1555  HISTORY     - 1934     MONUMENTED       INGS
 MD1555  HISTORY     - 1946     GOOD             CGS
 MD1555  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1555
 MD1555                          STATION DESCRIPTION
 MD1555
 MD1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1555'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF NEW HAVEN AND 5 MILES
 MD1555'NORTHEAST OF THE CENTER OF
 MD1555'FORT WAYNE.  IT IS 30 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 MD1555'20 FEET WEST OF TELEPHONE POLE NO.
 MD1555'13108 AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 MD1555'MARK IS A 4 BY 4 CONCRETE POST FLUSH WITH THE
 MD1555'GROUND AND THE DISK IS A STANDARD USC AND GS AND SS
 MD1555'DISK STAMPED NO. 119.
 MD1555'
 MD1555'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 1-3-427 AND U.S.
 MD1555'HIGHWAY 27 IN FORT
 MD1555'WAYNE, GO NORTH 1.1 MILES TO A STOP LIGHT, TURN RIGHT AND GO EAST ON
 MD1555'STATE STREET FOR 4.2 MILES TO STATION
 MD1555'ON THE LEFT.
 MD1555
 MD1555                          STATION RECOVERY (1963)
 MD1555
 MD1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1555'NO EVIDENCE OF THE STATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1546 ***********************************************************************
 MD1546  DESIGNATION -  NO 120
 MD1546  PID         -  MD1546
 MD1546  STATE/COUNTY-  IN/ALLEN
 MD1546  COUNTRY     -  US
 MD1546  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1546
 MD1546                         *CURRENT SURVEY CONTROL
 MD1546  ______________________________________________________________________
 MD1546* NAD 83(1997) POSITION- 41 06 18.95657(N) 085 03 09.97845(W)   ADJUSTED
 MD1546* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 MD1546  ______________________________________________________________________
 MD1546  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 MD1546  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 MD1546  HORZ ORDER      -  SECOND
 MD1546
 MD1546.The horizontal coordinates were established by classical geodetic methods
 MD1546.and adjusted by the National Geodetic Survey in May 1999.
 MD1546
 MD1546.The orthometric height was scaled from a topographic map.
 MD1546
 MD1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1546.GEOID18 height accuracy estimate available here.
 MD1546
 MD1546.Click photographs - Photos may exist for this station.
 MD1546
 MD1546.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1546
 MD1546. The following values were computed from the NAD 83(1997) position.
 MD1546
 MD1546;                    North         East     Units Scale Factor Converg.
 MD1546;SPC IN E     -   650,429.707   151,566.314   MT  0.99999938   +0 24 13.0
 MD1546;SPC IN E     - 2,133,951.46    497,263.82   sFT  0.99999938   +0 24 13.0
 MD1546;UTM  16      - 4,552,269.724   663,508.380   MT  0.99992905   +1 16 49.7
 MD1546
 MD1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1546!SPC IN E     -   0.99996693  x   0.99999938  =   0.99996631
 MD1546!UTM  16      -   0.99996693  x   0.99992905  =   0.99989599
 MD1546
 MD1546:                Primary Azimuth Mark                     Grid Az
 MD1546:SPC IN E     -  NO 119                                   075 27 55.4
 MD1546:UTM  16      -  NO 119                                   074 35 18.7
 MD1546
 MD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6350852269(NAD 83)
 MD1546
 MD1546|---------------------------------------------------------------------|
 MD1546| PID    Reference Object                     Distance      Geod. Az  |
 MD1546|                                                           dddmmss.s |
 MD1546| MD1555 NO 119                              APPROX. 0.6 KM 0755208.4 |
 MD1546| MD1559 BUSCHE                               17.359 METERS 13744     |
 MD1546|---------------------------------------------------------------------|
 MD1546
 MD1546                          SUPERSEDED SURVEY CONTROL
 MD1546
 MD1546  NAD 83(1995)-  41 06 18.95726(N)    085 03 09.98262(W) AD(       ) 2
 MD1546  NAD 83(1986)-  41 06 18.95786(N)    085 03 09.99258(W) AD(       ) 2
 MD1546  NAD 27      -  41 06 18.78165(N)    085 03 10.11322(W) AD(       ) 2
 MD1546
 MD1546.Superseded values are not recommended for survey control.
 MD1546
 MD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1546.See file dsdata.pdf to determine how the superseded data were derived.
 MD1546
 MD1546_MARKER: DD = SURVEY DISK
 MD1546_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1546_STAMPING: 120
 MD1546_MARK LOGO: CGS+SS
 MD1546_PROJECTION: PROJECTING 5 CENTIMETERS
 MD1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1546
 MD1546  HISTORY     - Date     Condition        Report By
 MD1546  HISTORY     - 1934     MONUMENTED       INGS
 MD1546  HISTORY     - 1946     GOOD             CGS
 MD1546  HISTORY     - 1963     GOOD             CGS
 MD1546
 MD1546                          STATION DESCRIPTION
 MD1546
 MD1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1546'THIS IS A TRAVERSE STATION.
 MD1546'
 MD1546'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST FROM NEW HAVEN AND 5
 MD1546'MILES NORTHEAST OF THE CENTER OF FORT WAYNE.   IT IS 57 FEET WEST OF
 MD1546'TELEPHONE POLE NO. 8390, 28 FEET NORTH OF THE CENTERLINE OF A
 MD1546'PAVED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  A TRAVERSE
 MD1546'CONNECTION WAS MADE TO TRIANGULATION STATION BUSCHE AND THE DISTANCE
 MD1546'WAS FOUND TO BE 22.845 METERS.
 MD1546'
 MD1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1-3-427 AND
 MD1546'U.S. HIGHWAY 27 IN FORT WAYNE, GO NORTH FOR 01.1 MILES TO A STOP
 MD1546'LIGHT, TURN RIGHT AND GO EAST ON STATE STREET FOR 03.8 MILES TO THE L.
 MD1546'BUSCHE FARM ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 MD1546'
 MD1546'THE MARK IS A 4 BY 4 CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE
 MD1546'DISK IS A STANDARD USC AND GS AND STATE SURVEY DISK STAMPED 120.
 MD1546
 MD1546                          STATION RECOVERY (1963)
 MD1546
 MD1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1546'THE MARK WAS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1546'DESCRIBED, EXCEPT THAT THE
 MD1546'TRAVERSE DISTANCE FROM TRIANGULATION STATION BUSCHE WAS MEASURED AS
 MD1546'17.359 METERS AND AS 56.95 FEET INSTEAD
 MD1546'OF THE 22.845 METERS AND 74.95 FEET OF THE ORIGINAL DESCRIPTION.
 MD1546'
 MD1546'ABOUT 5 MILES E AND 2 MILES N OF THE HEART OF DOWNTOWN FORT WAYNE OR
 MD1546'ABOUT 1.8 MILES N ALONG BUETER
 MD1546'ROAD (NO. 30 U.S. HWY. BYPASS) FROM ITS INTERSECTION WITH MAUMEE
 MD1546'AVENUE (NO. 30 BUSINESS ROUTE)
 MD1546'ABOUT 3 MILE E OF THE HEART OF FORT WAYNE, THENCE 2.15 MILES E AND
 MD1546'NE ALONG HICKSVILLE ROAD (EXTENSION OF E.
 MD1546'STATE STREET OR BLVD.) TO TOP OF HILL AND THE
 MD1546'STATION ON THE LEFT, ABOUT 50 YARDS NE OF THE HOME OF
 MD1546'LAWRENCE BUSCHE, 28-1/2 FEET NW OF
 MD1546'CENTER LINE OF 18-FOOT CONCRETE ROAD PAVEMENT, 0.5 FOOT HIGHER THAN
 MD1546'SAME, 55 FEET SW OF NO. 85/051
 MD1546'CREOSOTED TELEPHONE POLE, AND 1-1/2 FEET SE OF FENCE, A STANDARD
 MD1546'COAST SURVEY AND STATE SURVEY DISK
 MD1546'STAMPED 120 AND SET IN TOP OF A 6-INCH SQUARE CONCRETE POST THAT IS
 MD1546'ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1840 ***********************************************************************
 KA1840  DESIGNATION -  NO 123
 KA1840  PID         -  KA1840
 KA1840  STATE/COUNTY-  IN/VIGO
 KA1840  COUNTRY     -  US
 KA1840  USGS QUAD   -  PIMENTO (2019)
 KA1840
 KA1840                         *CURRENT SURVEY CONTROL
 KA1840  ______________________________________________________________________
 KA1840* NAD 83(1997) POSITION- 39 15 33.50367(N) 087 28 53.58184(W)   ADJUSTED
 KA1840* NAVD 88 ORTHO HEIGHT -   159.    (meters)      522.    (feet) SCALED
 KA1840  ______________________________________________________________________
 KA1840  GEOID HEIGHT    -        -32.371 (meters)                     GEOID18
 KA1840  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 KA1840  HORZ ORDER      -  SECOND
 KA1840
 KA1840.The horizontal coordinates were established by classical geodetic methods
 KA1840.and adjusted by the National Geodetic Survey in May 1999.
 KA1840
 KA1840.The orthometric height was scaled from a topographic map.
 KA1840
 KA1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1840.GEOID18 height accuracy estimate available here.
 KA1840
 KA1840.Click photographs - Photos may exist for this station.
 KA1840
 KA1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1840
 KA1840. The following values were computed from the NAD 83(1997) position.
 KA1840
 KA1840;                    North         East     Units Scale Factor Converg.
 KA1840;SPC IN W     -   445,358.601   865,631.234   MT  0.99998120   -0 15 07.2
 KA1840;SPC IN W     - 1,461,147.34  2,839,991.81   sFT  0.99998120   -0 15 07.2
 KA1840;UTM  16      - 4,345,663.241   458,454.226   MT  0.99962125   -0 18 17.1
 KA1840
 KA1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1840!SPC IN W     -   0.99998015  x   0.99998120  =   0.99996135
 KA1840!UTM  16      -   0.99998015  x   0.99962125  =   0.99960141
 KA1840
 KA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5845445663(NAD 83)
 KA1840
 KA1840                          SUPERSEDED SURVEY CONTROL
 KA1840
 KA1840  NAD 83(1986)-  39 15 33.51059(N)    087 28 53.57535(W) AD(       ) 2
 KA1840  NAD 27      -  39 15 33.36830(N)    087 28 53.49700(W) AD(       ) 2
 KA1840
 KA1840.Superseded values are not recommended for survey control.
 KA1840
 KA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1840.See file dsdata.pdf to determine how the superseded data were derived.
 KA1840
 KA1840_MARKER: DD = SURVEY DISK
 KA1840_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1840_STAMPING: 123
 KA1840_MARK LOGO: CGS+SS
 KA1840_PROJECTION: PROJECTING 15 CENTIMETERS
 KA1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1840
 KA1840  HISTORY     - Date     Condition        Report By
 KA1840  HISTORY     - 1934     MONUMENTED       INGS
 KA1840  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1840
 KA1840                          STATION DESCRIPTION
 KA1840
 KA1840'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1840'THIS IS A TRAVERSE STATION.
 KA1840'
 KA1840'THE STATION IS LOCATED ABOUT 5 MILES WEST OF FARMERSBURG JUST NORTH
 KA1840'OF THE VIGO-SULLIVAN COUNTY LINE. IT IS 16 FEET SOUTH OF THE
 KA1840'APPROXIMATE CENTERLINE OF THE GRAVELED COUNTY LINE ROAD, AND 8 FEET
 KA1840'NORTH OF A CULTIVATED FIELD. THE MARK PROJECTS 6 INCHES, AND
 KA1840'THE DISK IS A STANDARD BRONZE U.S.C. AND G.S. AND STATE SURVEY BM
 KA1840'STAMPED 123.
 KA1840'
 KA1840'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 KA1840'STATION WEIR. IT IS 80.867 METERS 265.31 FEET WEST OF
 KA1840'TRIANGULATION STATION WEIR.
 KA1840'
 KA1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE
 KA1840'COUNTY LINE ROAD IN FARMERSBURG, GO WEST ON THE COUNTY LINE
 KA1840'ROAD FOR 5.15 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 KA1840
 KA1840                          STATION RECOVERY (2020)
 KA1840
 KA1840'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1840'THE TOP OF THE MARK HAS BROKEN OFF AND THE DISK IS MISSING.  THE
 KA1840'SQUARE CONCRETE REMAINS 12 INCHES (30 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2130 ***********************************************************************
 LA2130  DESIGNATION -  NO 131 FF 25
 LA2130  PID         -  LA2130
 LA2130  STATE/COUNTY-  IN/HENRY
 LA2130  COUNTRY     -  US
 LA2130  USGS QUAD   -  MIDDLETOWN (2019)
 LA2130
 LA2130                         *CURRENT SURVEY CONTROL
 LA2130  ______________________________________________________________________
 LA2130* NAD 83(1997) POSITION- 40 00 17.15609(N) 085 31 35.54170(W)   ADJUSTED
 LA2130* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 LA2130  ______________________________________________________________________
 LA2130  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 LA2130  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 LA2130  HORZ ORDER      -  SECOND
 LA2130
 LA2130.The horizontal coordinates were established by classical geodetic methods
 LA2130.and adjusted by the National Geodetic Survey in May 1999.
 LA2130
 LA2130.The orthometric height was scaled from a topographic map.
 LA2130
 LA2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2130.GEOID18 height accuracy estimate available here.
 LA2130
 LA2130.Click photographs - Photos may exist for this station.
 LA2130
 LA2130.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2130
 LA2130. The following values were computed from the NAD 83(1997) position.
 LA2130
 LA2130;                    North         East     Units Scale Factor Converg.
 LA2130;SPC IN E     -   528,056.169   111,964.782   MT  0.99996843   +0 05 24.3
 LA2130;SPC IN E     - 1,732,464.28    367,337.79   sFT  0.99996843   +0 05 24.3
 LA2130;UTM  16      - 4,429,325.877   625,767.849   MT  0.99979472   +0 56 50.4
 LA2130
 LA2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2130!SPC IN E     -   0.99995671  x   0.99996843  =   0.99992514
 LA2130!UTM  16      -   0.99995671  x   0.99979472  =   0.99975144
 LA2130
 LA2130:                Primary Azimuth Mark                     Grid Az
 LA2130:SPC IN E     -  FADELY                                   080 25 34.0
 LA2130:UTM  16      -  FADELY                                   079 34 07.9
 LA2130
 LA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2576729325(NAD 83)
 LA2130
 LA2130|---------------------------------------------------------------------|
 LA2130| PID    Reference Object                     Distance      Geod. Az  |
 LA2130|                                                           dddmmss.s |
 LA2130| LA1537 FADELY                              APPROX. 0.6 KM 0803058.3 |
 LA2130|---------------------------------------------------------------------|
 LA2130
 LA2130                          SUPERSEDED SURVEY CONTROL
 LA2130
 LA2130  NAD 83(1995)-  40 00 17.15744(N)    085 31 35.55247(W) AD(       ) 2
 LA2130  NAD 83(1986)-  40 00 17.15832(N)    085 31 35.55686(W) AD(       ) 2
 LA2130  NAD 27      -  40 00 16.99200(N)    085 31 35.64300(W) AD(       ) 2
 LA2130
 LA2130.Superseded values are not recommended for survey control.
 LA2130
 LA2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2130.See file dsdata.pdf to determine how the superseded data were derived.
 LA2130
 LA2130_MARKER: DD = SURVEY DISK
 LA2130_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA2130_STAMPING: NO 131 FF 25
 LA2130_MARK LOGO: CGS+SS
 LA2130_PROJECTION: RECESSED 38 CENTIMETERS
 LA2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2130
 LA2130  HISTORY     - Date     Condition        Report By
 LA2130  HISTORY     - 1934     MONUMENTED       INGS
 LA2130  HISTORY     - 1939     GOOD             CGS
 LA2130
 LA2130                          STATION DESCRIPTION
 LA2130
 LA2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (OSR)
 LA2130'THIS STATION WAS RECOVERED AFTER A GREAT DEAL OF TIME AND DIFFICULTY
 LA2130'DUE TO AN INADEQUATE DESCRIPTION.  THE FOLLOWING IS A NEW DESCRIPTION-
 LA2130'
 LA2130'STATION IS 1.6 MILES EAST OF MECHANICSBURG ALONG U.S. 36, AND 0.05
 LA2130'MILE EAST OF JUNCTION OF U.S. 36 AND THE MIDDLETOWN (PAVED) ROAD,
 LA2130'435.5 FEET EAST FROM THE CENTER LINE OF THE NORTH AND SOUTH MIDDLETOWN
 LA2130'ROAD, 72.3 FEET NORTH FROM THE CENTER LINE OF U.S. 36 AND 36 FEET
 LA2130'NORTH-NORTHEAST FROM THE CENTER OF A TELEPHONE POLE WHICH HAS A
 LA2130'TRIANGLE CUT ON ITS NORTH SIDE, ON THE TOP OF A SMALL RIDGE AND IN
 LA2130'CULTIVATED FIELD OWNED BY MR. RILEY.  MARK IS 15 INCHES BELOW THE
 LA2130'SURFACE OF THE GROUND.  IT IS A U.S.C.  AND G.S. AND STATE SURVEY DISK
 LA2130'SET IN A 6-INCH SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1836 ***********************************************************************
 KA1836  DESIGNATION -  NO 135
 KA1836  PID         -  KA1836
 KA1836  STATE/COUNTY-  IN/VIGO
 KA1836  COUNTRY     -  US
 KA1836  USGS QUAD   -  PIMENTO (2019)
 KA1836
 KA1836                         *CURRENT SURVEY CONTROL
 KA1836  ______________________________________________________________________
 KA1836* NAD 83(1997) POSITION- 39 19 13.89065(N) 087 29 44.95748(W)   ADJUSTED
 KA1836* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 KA1836  ______________________________________________________________________
 KA1836  GEOID HEIGHT    -        -32.442 (meters)                     GEOID18
 KA1836  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 KA1836  HORZ ORDER      -  THIRD
 KA1836
 KA1836.The horizontal coordinates were established by classical geodetic methods
 KA1836.and adjusted by the National Geodetic Survey in May 1999.
 KA1836
 KA1836.The orthometric height was scaled from a topographic map.
 KA1836
 KA1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1836.GEOID18 height accuracy estimate available here.
 KA1836
 KA1836.Click photographs - Photos may exist for this station.
 KA1836
 KA1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1836
 KA1836. The following values were computed from the NAD 83(1997) position.
 KA1836
 KA1836;                    North         East     Units Scale Factor Converg.
 KA1836;SPC IN W     -   452,160.477   864,430.532   MT  0.99998224   -0 15 41.0
 KA1836;SPC IN W     - 1,483,463.16  2,836,052.50   sFT  0.99998224   -0 15 41.0
 KA1836;UTM  16      - 4,352,463.771   457,260.220   MT  0.99962249   -0 18 51.1
 KA1836
 KA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1836!SPC IN W     -   0.99997906  x   0.99998224  =   0.99996130
 KA1836!UTM  16      -   0.99997906  x   0.99962249  =   0.99960156
 KA1836
 KA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5726052463(NAD 83)
 KA1836
 KA1836|---------------------------------------------------------------------|
 KA1836| PID    Reference Object                     Distance      Geod. Az  |
 KA1836|                                                           dddmmss.s |
 KA1836| KA1835 TT 11 D                             358.597 METERS 18305     |
 KA1836| KA1834 HUTTON                              370.112 METERS 18812     |
 KA1836|---------------------------------------------------------------------|
 KA1836
 KA1836                          SUPERSEDED SURVEY CONTROL
 KA1836
 KA1836  NAD 83(1986)-  39 19 13.89745(N)    087 29 44.95059(W) AD(       ) 3
 KA1836  NAD 27      -  39 19 13.75830(N)    087 29 44.87000(W) AD(       ) 3
 KA1836
 KA1836.Superseded values are not recommended for survey control.
 KA1836
 KA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1836.See file dsdata.pdf to determine how the superseded data were derived.
 KA1836
 KA1836_MARKER: DD = SURVEY DISK
 KA1836_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1836_STAMPING: 135
 KA1836_MARK LOGO: CGS+SS
 KA1836_PROJECTION: PROJECTING 30 CENTIMETERS
 KA1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1836
 KA1836  HISTORY     - Date     Condition        Report By
 KA1836  HISTORY     - 1934     MONUMENTED       INGS
 KA1836  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1836
 KA1836                          STATION DESCRIPTION
 KA1836
 KA1836'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1836'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PRAIRIETON IN AN
 KA1836'OPENING IN A FENCE TO A FIELD OWNED BY MR. C. MURPHEY, 83 FEET
 KA1836'NORTHWEST OF THE NORTHWEST CORNER OF MR. C. MURPHEYS BARN, 31 FEET
 KA1836'EAST OF THE CENTERLINE OF HIGHWAY 63, AND 4 FEET NORTH OF A
 KA1836'12-INCH CONCRETE POST 4-1/2 FEET HIGH. THE MARK PROJECTS 2 INCHES,
 KA1836'AND THE DISK IS A STANDARD BRONZE U.S.C. AND G.S. AND STATE
 KA1836'SURVEY BM STAMPED 135.
 KA1836'
 KA1836'THIS MARK WAS USED FOR AN AZIMUTH MARK FOR TRIANGULATION STATION
 KA1836'HUTTON, WHICH IS 0.25 MILE SOUTH, VIA HIGHWAY 63.
 KA1836'
 KA1836'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIETON, GO SOUTH ON
 KA1836'STATE HIGHWAY 63 FOR 3.85 MILES TO THE STATION ON THE LEFT.
 KA1836
 KA1836                          STATION RECOVERY (2020)
 KA1836
 KA1836'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1836'THE TOP OF THE MARK HAS BROKEN OFF AND THE DISK IS MISSING.  THE
 KA1836'SQUARE CONCRETE REMAINS 16 INCHES (41 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1556 ***********************************************************************
 MD1556  DESIGNATION -  NO 200
 MD1556  PID         -  MD1556
 MD1556  STATE/COUNTY-  IN/ALLEN
 MD1556  COUNTRY     -  US
 MD1556  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1556
 MD1556                         *CURRENT SURVEY CONTROL
 MD1556  ______________________________________________________________________
 MD1556* NAD 83(1997) POSITION- 41 01 11.57399(N) 085 00 01.47390(W)   ADJUSTED
 MD1556* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 MD1556  ______________________________________________________________________
 MD1556  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 MD1556  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 MD1556  HORZ ORDER      -  SECOND
 MD1556
 MD1556.The horizontal coordinates were established by classical geodetic methods
 MD1556.and adjusted by the National Geodetic Survey in May 1999.
 MD1556
 MD1556.The orthometric height was scaled from a topographic map.
 MD1556
 MD1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1556.GEOID18 height accuracy estimate available here.
 MD1556
 MD1556.Click photographs - Photos may exist for this station.
 MD1556
 MD1556.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1556
 MD1556. The following values were computed from the NAD 83(1997) position.
 MD1556
 MD1556;                    North         East     Units Scale Factor Converg.
 MD1556;SPC IN E     -   640,979.904   156,037.139   MT  1.00000530   +0 26 14.2
 MD1556;SPC IN E     - 2,102,948.24    511,931.85   sFT  1.00000530   +0 26 14.2
 MD1556;UTM  16      - 4,542,889.987   668,122.882   MT  0.99994789   +1 18 45.6
 MD1556
 MD1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1556!SPC IN E     -   0.99996680  x   1.00000530  =   0.99997210
 MD1556!UTM  16      -   0.99996680  x   0.99994789  =   0.99991469
 MD1556
 MD1556:                Primary Azimuth Mark                     Grid Az
 MD1556:SPC IN E     -  NO 223                                   266 47 25.1
 MD1556:UTM  16      -  NO 223                                   265 54 53.7
 MD1556
 MD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6812242889(NAD 83)
 MD1556
 MD1556|---------------------------------------------------------------------|
 MD1556| PID    Reference Object                     Distance      Geod. Az  |
 MD1556|                                                           dddmmss.s |
 MD1556| MD1553 NO 223                              APPROX. 0.7 KM 2671339.3 |
 MD1556|---------------------------------------------------------------------|
 MD1556
 MD1556                          SUPERSEDED SURVEY CONTROL
 MD1556
 MD1556  NAD 83(1995)-  41 01 11.57447(N)    085 00 01.47671(W) AD(       ) 2
 MD1556  NAD 83(1986)-  41 01 11.57575(N)    085 00 01.48856(W) AD(       ) 2
 MD1556  NAD 27      -  41 01 11.40190(N)    085 00 01.60600(W) AD(       ) 2
 MD1556
 MD1556.Superseded values are not recommended for survey control.
 MD1556
 MD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1556.See file dsdata.pdf to determine how the superseded data were derived.
 MD1556
 MD1556_MARKER: DD = SURVEY DISK
 MD1556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1556_STAMPING: 200
 MD1556_MARK LOGO: CGS+SS
 MD1556_PROJECTION: FLUSH
 MD1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1556
 MD1556  HISTORY     - Date     Condition        Report By
 MD1556  HISTORY     - 1934     MONUMENTED       INGS
 MD1556  HISTORY     - 1947     GOOD             INGS
 MD1556  HISTORY     - 1960     GOOD             CGS
 MD1556  HISTORY     - 1963     GOOD             CGS
 MD1556
 MD1556                          STATION DESCRIPTION
 MD1556
 MD1556'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (RCB)
 MD1556'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW HAVEN.  IT IS 34 FEET
 MD1556'NORTHWEST OF A PAVED ROAD INTERSECTION, 25 FEET WEST OF THE CENTER OF
 MD1556'A PAVED ROAD, 27 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 4 FEET
 MD1556'SOUTH OF A FENCE CORNER.  THE MARK IS A 4 BY 4 INCH CONCRETE POST
 MD1556'FLUSH WITH THE GROUND AND THE DISK IS A STANDARD USC AND GS AND SS
 MD1556'DISK STAMPED NO 200.
 MD1556'
 MD1556'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 30 AND 24
 MD1556'AND STATE HIGHWAY NO. 14 IN NEW HAVEN, GO EAST OF U. S. HIGHWAY NO. 30
 MD1556'FOR 2 MILES TO A PAVED T-ROAD RIGHT, TURN RIGHT AND GO 3.2 MILES TO A
 MD1556'PAVED CROSSROAD AND STATION IN THE NORTH-WEST ANGLE
 MD1556
 MD1556                          STATION RECOVERY (1960)
 MD1556
 MD1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OCS)
 MD1556'STATION FOUND IN GOOD CONDITION.  STAMPED 200 INSTEAD OF 220.
 MD1556
 MD1556                          STATION RECOVERY (1963)
 MD1556
 MD1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1556'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 MD1556'EXCEPT THAT THE STATION IS STAMPED 200 AND NOT 220 AS IT IS
 MD1556'DESIGNATED AND STATED THAT IT IS SO STAMPED IN THE ORIGINAL
 MD1556'DESCRIPTION.
 MD1556'
 MD1556'ABOUT 2.0 MILES SELY ALONG NO. 30 U. S. HWY. FROM ITS Y-JUNCTION
 MD1556'WITH NO. 24 U. S. HWY. IN W EDGE (ONE MILE W OF BROADWAY) OF NEW
 MD1556'HAVEN, THENCE 3.3 MILES ON MINICH ROAD S TO SLIGHTLY JOGGED
 MD1556'CROSSROADS AND THE STATION ON THE RIGHT, 0.4 MILE E OF
 MD1556'TRIANGULATION STATION LEPPER, 100 FEET N OF THE PROJECTED CENTER
 MD1556'LINE OF THE TANGENT OF TILLMAN ROAD FROM THE E, 23 FEET W OF
 MD1556'CENTER LINE OF MINICH ROAD, 1.0 FEET LOWER THAN SAME, 19 FEET
 MD1556'N OF THE PROJECTED CENTER LINE OF THE TANGENT OF TILLMAN ROAD
 MD1556'FROM THE W, A STANDARD COAST SURVEY AND STATE SURVEY DISK
 MD1556'STAMPED 200 IS SET IN TOP OF 6-INCH SQUARE CONCRETE POST BY
 MD1556'THE INDIANA GEODETIC SURVEY SO THAT IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1841 ***********************************************************************
 KA1841  DESIGNATION -  NO 216
 KA1841  PID         -  KA1841
 KA1841  STATE/COUNTY-  IN/VIGO
 KA1841  COUNTRY     -  US
 KA1841  USGS QUAD   -  PIMENTO (2019)
 KA1841
 KA1841                         *CURRENT SURVEY CONTROL
 KA1841  ______________________________________________________________________
 KA1841* NAD 83(1997) POSITION- 39 21 48.04720(N) 087 28 50.25557(W)   ADJUSTED
 KA1841* NAVD 88 ORTHO HEIGHT -   146.    (meters)      479.    (feet) SCALED
 KA1841  ______________________________________________________________________
 KA1841  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 KA1841  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 KA1841  HORZ ORDER      -  SECOND
 KA1841
 KA1841.The horizontal coordinates were established by classical geodetic methods
 KA1841.and adjusted by the National Geodetic Survey in May 1999.
 KA1841
 KA1841.The orthometric height was scaled from a topographic map.
 KA1841
 KA1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1841.GEOID18 height accuracy estimate available here.
 KA1841
 KA1841.Click photographs - Photos may exist for this station.
 KA1841
 KA1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1841
 KA1841. The following values were computed from the NAD 83(1997) position.
 KA1841
 KA1841;                    North         East     Units Scale Factor Converg.
 KA1841;SPC IN W     -   456,908.576   865,761.719   MT  0.99998109   -0 15 07.1
 KA1841;SPC IN W     - 1,499,040.89  2,840,419.91   sFT  0.99998109   -0 15 07.1
 KA1841;UTM  16      - 4,357,208.933   458,595.304   MT  0.99962111   -0 18 17.4
 KA1841
 KA1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1841!SPC IN W     -   0.99998221  x   0.99998109  =   0.99996330
 KA1841!UTM  16      -   0.99998221  x   0.99962111  =   0.99960333
 KA1841
 KA1841:                Primary Azimuth Mark                     Grid Az
 KA1841:SPC IN W     -  NO 217                                   038 46 14.5
 KA1841:UTM  16      -  NO 217                                   038 49 24.8
 KA1841
 KA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5859557208(NAD 83)
 KA1841
 KA1841|---------------------------------------------------------------------|
 KA1841| PID    Reference Object                     Distance      Geod. Az  |
 KA1841|                                                           dddmmss.s |
 KA1841| KA1838 NO 217                              APPROX. 0.8 KM 0383107.4 |
 KA1841|---------------------------------------------------------------------|
 KA1841
 KA1841                          SUPERSEDED SURVEY CONTROL
 KA1841
 KA1841  NAD 83(1986)-  39 21 48.05424(N)    087 28 50.24812(W) AD(       ) 2
 KA1841  NAD 27      -  39 21 47.91760(N)    087 28 50.16840(W) AD(       ) 2
 KA1841
 KA1841.Superseded values are not recommended for survey control.
 KA1841
 KA1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1841.See file dsdata.pdf to determine how the superseded data were derived.
 KA1841
 KA1841_MARKER: DD = SURVEY DISK
 KA1841_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1841_STAMPING: 216
 KA1841_MARK LOGO: CGS+SS
 KA1841_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1841
 KA1841  HISTORY     - Date     Condition        Report By
 KA1841  HISTORY     - 1934     MONUMENTED       INGS
 KA1841  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1841
 KA1841                          STATION DESCRIPTION
 KA1841
 KA1841'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1841'STATION IS 0.5 MILE SOUTH OF THE POST OFFICE IN PRAIRIETON VIA STATE
 KA1841'HIGHWAY 63, 143 FEET NORTH OF APPROXIMATE CENTERLINE OF THE
 KA1841'ENTRANCE TO BERNARD MORRISS DRIVEWAY, 25 FEET EAST OF CENTERLINE OF
 KA1841'HIGHWAY 63, 3 FEET NORTH OF A WHITE WITNESS POST, AND 0.4 MILE
 KA1841'SOUTH-SOUTHWEST OF TRIANGULATION STATION DRAKE. THIS IS A STANDARD
 KA1841'BRONZE DISK SET IN A SQUARE CONCRETE POST. THE MARK PROJECTS 4
 KA1841'INCHES, AND THE DISK IS STAMPED 216.
 KA1841
 KA1841                          STATION RECOVERY (2020)
 KA1841
 KA1841'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1841'THE TOP OF THE MARK HAS BROKEN OFF AND THE DISK IS MISSING.  THE
 KA1841'SQUARE CONCRETE REMAINS 16 INCHES (41 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1838 ***********************************************************************
 KA1838  DESIGNATION -  NO 217
 KA1838  PID         -  KA1838
 KA1838  STATE/COUNTY-  IN/VIGO
 KA1838  COUNTRY     -  US
 KA1838  USGS QUAD   -  PIMENTO (2019)
 KA1838
 KA1838                         *CURRENT SURVEY CONTROL
 KA1838  ______________________________________________________________________
 KA1838* NAD 83(1997) POSITION- 39 22 07.41863(N) 087 28 30.39012(W)   ADJUSTED
 KA1838* NAVD 88 ORTHO HEIGHT -   148.    (meters)      486.    (feet) SCALED
 KA1838  ______________________________________________________________________
 KA1838  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KA1838  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 KA1838  HORZ ORDER      -  SECOND
 KA1838
 KA1838.The horizontal coordinates were established by classical geodetic methods
 KA1838.and adjusted by the National Geodetic Survey in May 1999.
 KA1838
 KA1838.The orthometric height was scaled from a topographic map.
 KA1838
 KA1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1838.GEOID18 height accuracy estimate available here.
 KA1838
 KA1838.Click photographs - Photos may exist for this station.
 KA1838
 KA1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1838
 KA1838. The following values were computed from the NAD 83(1997) position.
 KA1838
 KA1838;                    North         East     Units Scale Factor Converg.
 KA1838;SPC IN W     -   457,503.889   866,239.862   MT  0.99998069   -0 14 54.6
 KA1838;SPC IN W     - 1,500,994.01  2,841,988.61   sFT  0.99998069   -0 14 54.6
 KA1838;UTM  16      - 4,357,803.590   459,073.824   MT  0.99962062   -0 18 04.9
 KA1838
 KA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1838!SPC IN W     -   0.99998190  x   0.99998069  =   0.99996259
 KA1838!UTM  16      -   0.99998190  x   0.99962062  =   0.99960253
 KA1838
 KA1838:                Primary Azimuth Mark                     Grid Az
 KA1838:SPC IN W     -  NO 216                                   218 46 14.6
 KA1838:UTM  16      -  NO 216                                   218 49 24.9
 KA1838
 KA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5907357803(NAD 83)
 KA1838
 KA1838|---------------------------------------------------------------------|
 KA1838| PID    Reference Object                     Distance      Geod. Az  |
 KA1838|                                                           dddmmss.s |
 KA1838| KA1837 DRAKE                                29.809 METERS 18518     |
 KA1838| KA1841 NO 216                              APPROX. 0.8 KM 2183120.0 |
 KA1838|---------------------------------------------------------------------|
 KA1838
 KA1838                          SUPERSEDED SURVEY CONTROL
 KA1838
 KA1838  NAD 83(1986)-  39 22 07.42581(N)    087 28 30.38292(W) AD(       ) 2
 KA1838  NAD 27      -  39 22 07.28930(N)    087 28 30.30350(W) AD(       ) 2
 KA1838
 KA1838.Superseded values are not recommended for survey control.
 KA1838
 KA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1838.See file dsdata.pdf to determine how the superseded data were derived.
 KA1838
 KA1838_MARKER: DD = SURVEY DISK
 KA1838_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1838_STAMPING: 217
 KA1838_MARK LOGO: CGS+SS
 KA1838_PROJECTION: FLUSH
 KA1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1838
 KA1838  HISTORY     - Date     Condition        Report By
 KA1838  HISTORY     - 1934     MONUMENTED       INGS
 KA1838
 KA1838                          STATION DESCRIPTION
 KA1838
 KA1838'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1838'THIS IS A TRAVERSE STATION.
 KA1838'
 KA1838'STATION IS 0.1 MILE SOUTH FROM THE POST OFFICE IN PRAIRIETON VIA
 KA1838'STATE HIGHWAY 63, 58 FEET NORTH OF THE CENTERLINE OF A PAVED
 KA1838'STREET , 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF ANNA HARRISS
 KA1838'HOUSE, 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,AND 29.809
 KA1838'METERS 97.80 FEET NORTH OF TRIANGULATION STATION DRAKE BY A TRAVERSE
 KA1838'CONNECTION. THIS IS A BRONZE DISK SET IN A SQUARE CONCRETE
 KA1838'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1838'STA.217.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1558 ***********************************************************************
 MD1558  DESIGNATION -  NO 222
 MD1558  PID         -  MD1558
 MD1558  STATE/COUNTY-  IN/ALLEN
 MD1558  COUNTRY     -  US
 MD1558  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1558
 MD1558                         *CURRENT SURVEY CONTROL
 MD1558  ______________________________________________________________________
 MD1558* NAD 83(1997) POSITION- 41 01 09.60502(N) 085 01 43.62776(W)   ADJUSTED
 MD1558* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 MD1558  ______________________________________________________________________
 MD1558  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 MD1558  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 MD1558  HORZ ORDER      -  SECOND
 MD1558
 MD1558.The horizontal coordinates were established by classical geodetic methods
 MD1558.and adjusted by the National Geodetic Survey in May 1999.
 MD1558
 MD1558.The orthometric height was scaled from a topographic map.
 MD1558
 MD1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1558.GEOID18 height accuracy estimate available here.
 MD1558
 MD1558.Click photographs - Photos may exist for this station.
 MD1558
 MD1558.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1558
 MD1558. The following values were computed from the NAD 83(1997) position.
 MD1558
 MD1558;                    North         East     Units Scale Factor Converg.
 MD1558;SPC IN E     -   640,901.339   153,650.932   MT  1.00000208   +0 25 07.2
 MD1558;SPC IN E     - 2,102,690.48    504,103.10   sFT  1.00000208   +0 25 07.2
 MD1558;UTM  16      - 4,542,774.981   665,738.298   MT  0.99993809   +1 17 38.5
 MD1558
 MD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1558!SPC IN E     -   0.99996601  x   1.00000208  =   0.99996809
 MD1558!UTM  16      -   0.99996601  x   0.99993809  =   0.99990410
 MD1558
 MD1558:                Primary Azimuth Mark                     Grid Az
 MD1558:SPC IN E     -  LEPPER                                   088 58 10.7
 MD1558:UTM  16      -  LEPPER                                   088 05 39.4
 MD1558
 MD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6573842774(NAD 83)
 MD1558
 MD1558|---------------------------------------------------------------------|
 MD1558| PID    Reference Object                     Distance      Geod. Az  |
 MD1558|                                                           dddmmss.s |
 MD1558| MD1550 LEPPER                              APPROX. 1.7 KM 0892317.9 |
 MD1558|---------------------------------------------------------------------|
 MD1558
 MD1558                          SUPERSEDED SURVEY CONTROL
 MD1558
 MD1558  NAD 83(1995)-  41 01 09.60551(N)    085 01 43.63057(W) AD(       ) 2
 MD1558  NAD 83(1986)-  41 01 09.60680(N)    085 01 43.64033(W) AD(       ) 2
 MD1558  NAD 27      -  41 01 09.43230(N)    085 01 43.86670(W) AD(       ) 2
 MD1558
 MD1558.Superseded values are not recommended for survey control.
 MD1558
 MD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1558.See file dsdata.pdf to determine how the superseded data were derived.
 MD1558
 MD1558_MARKER: DD = SURVEY DISK
 MD1558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1558_STAMPING: 222
 MD1558_MARK LOGO: CGS+SS
 MD1558_PROJECTION: FLUSH
 MD1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1558
 MD1558  HISTORY     - Date     Condition        Report By
 MD1558  HISTORY     - 1934     MONUMENTED       INGS
 MD1558  HISTORY     - 1947     GOOD             CGS
 MD1558  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD1558
 MD1558                          STATION DESCRIPTION
 MD1558
 MD1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1558'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW HAVEN.  IT IS 31 FEET
 MD1558'NORTH OF THE CENTER OF
 MD1558'PAVED ROAD AND 15 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK
 MD1558'IS A 4 X 4 INCH CONCRETE POST FLUSH
 MD1558'WITH THE GROUND AND THE DISK IS A STANDARD USC AND GS AND SS
 MD1558'DISK STAMPED NO 222.
 MD1558'
 MD1558'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 24 AND
 MD1558'STATE HIGHWAY NO.14 IN NEW HAVEN
 MD1558'GO EAST OF U. S. HIGHWAY NO. 30 FOR 2 MILES TO A PAVED T-ROAD RIGHT,
 MD1558'TURN RIGHT AND GO 3.2 MILE TO A
 MD1558'PAVED CROSSROAD, TURN RIGHT AND GO 1.6 MILE TO A GRAVEL
 MD1558'CROSSROAD AND STATION IN THE NORTHEAST ANGLE.
 MD1558
 MD1558                          STATION RECOVERY (1963)
 MD1558
 MD1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1558'NO EVIDENCE OF THE MARK WAS FOUND.  THE DISTANCE 15 FEET EAST OF
 MD1558'CENTER OF A GRAVEL ROAD (IT IS
 MD1558'NOW AN ASPHALT ROAD) FALLS NOW ON THE ROAD SIDE OF THE SLOPE OF THE
 MD1558'DITCH.  IT IS SUSPECTED THAT THE MARK
 MD1558'HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2199 ***********************************************************************
 ME2199  DESIGNATION -  NO 223
 ME2199  PID         -  ME2199
 ME2199  STATE/COUNTY-  IN/ELKHART
 ME2199  COUNTRY     -  US
 ME2199  USGS QUAD   -  OSCEOLA (2019)
 ME2199
 ME2199                         *CURRENT SURVEY CONTROL
 ME2199  ______________________________________________________________________
 ME2199* NAD 83(1997) POSITION- 41 38 16.00800(N) 086 00 09.60369(W)   ADJUSTED
 ME2199* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 ME2199  ______________________________________________________________________
 ME2199  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME2199  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 ME2199  HORZ ORDER      -  SECOND
 ME2199
 ME2199.The horizontal coordinates were established by classical geodetic methods
 ME2199.and adjusted by the National Geodetic Survey in May 1999.
 ME2199
 ME2199.The orthometric height was scaled from a topographic map.
 ME2199
 ME2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2199.GEOID18 height accuracy estimate available here.
 ME2199
 ME2199.Click photographs - Photos may exist for this station.
 ME2199
 ME2199.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2199
 ME2199. The following values were computed from the NAD 83(1997) position.
 ME2199
 ME2199;                    North         East     Units Scale Factor Converg.
 ME2199;SPC IN E     -   709,442.270    72,005.659   MT  0.99997631   -0 13 23.7
 ME2199;SPC IN E     - 2,327,561.85    236,238.57   sFT  0.99997631   -0 13 23.7
 ME2199;UTM  16      - 4,610,040.984   583,063.948   MT  0.99968491   +0 39 45.7
 ME2199
 ME2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2199!SPC IN E     -   0.99996594  x   0.99997631  =   0.99994225
 ME2199!UTM  16      -   0.99996594  x   0.99968491  =   0.99965086
 ME2199
 ME2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8306310040(NAD 83)
 ME2199
 ME2199                          SUPERSEDED SURVEY CONTROL
 ME2199
 ME2199  NAD 83(1994)-  41 38 16.00967(N)    086 00 09.60675(W) AD(       ) 2
 ME2199  NAD 83(1986)-  41 38 16.01011(N)    086 00 09.60951(W) AD(       ) 2
 ME2199  NAD 27      -  41 38 15.83340(N)    086 00 09.60520(W) AD(       ) 2
 ME2199
 ME2199.Superseded values are not recommended for survey control.
 ME2199
 ME2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2199.See file dsdata.pdf to determine how the superseded data were derived.
 ME2199
 ME2199_MARKER: DD = SURVEY DISK
 ME2199_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2199_STAMPING: STATION NO 223
 ME2199_MARK LOGO: CGS+SS
 ME2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2199
 ME2199  HISTORY     - Date     Condition        Report By
 ME2199  HISTORY     - 1934     MONUMENTED       ILGS
 ME2199  HISTORY     - 1952     GOOD             CGS
 ME2199
 ME2199                          STATION DESCRIPTION
 ME2199
 ME2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ME2199'NO. 223 (INGS) WAS USED AS A REFERENCE MARK AND IT IS 84 FEET
 ME2199'SOUTHWEST OF THE
 ME2199'NORTHWEST CORNER OF A BRICK BUILDING, 34 FEET SOUTHWEST OF A
 ME2199'POWERLINE POLE AND 32 FEET EAST OF
 ME2199'THE CENTER OF THE HIGHWAY.  THE MARK IS A CONCRETE POST 6 BY 6 INCHES
 ME2199'IN DIAMETER WHICH PROJECTS 4 INCHES
 ME2199'WITH A BRONZE IND. GEOD. S. DISK SET IN THE TOP
 ME2199'STAMPED 23 STATION NO 223.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1553 ***********************************************************************
 MD1553  DESIGNATION -  NO 223
 MD1553  PID         -  MD1553
 MD1553  STATE/COUNTY-  IN/ALLEN
 MD1553  COUNTRY     -  US
 MD1553  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1553
 MD1553                         *CURRENT SURVEY CONTROL
 MD1553  ______________________________________________________________________
 MD1553* NAD 83(1997) POSITION- 41 01 10.54326(N) 085 00 29.55115(W)   ADJUSTED
 MD1553* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 MD1553  ______________________________________________________________________
 MD1553  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 MD1553  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 MD1553  HORZ ORDER      -  SECOND
 MD1553
 MD1553.The horizontal coordinates were established by classical geodetic methods
 MD1553.and adjusted by the National Geodetic Survey in May 1999.
 MD1553
 MD1553.The orthometric height was scaled from a topographic map.
 MD1553
 MD1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1553.GEOID18 height accuracy estimate available here.
 MD1553
 MD1553.Click photographs - Photos may exist for this station.
 MD1553
 MD1553.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1553
 MD1553. The following values were computed from the NAD 83(1997) position.
 MD1553
 MD1553;                    North         East     Units Scale Factor Converg.
 MD1553;SPC IN E     -   640,943.131   155,381.402   MT  1.00000440   +0 25 55.8
 MD1553;SPC IN E     - 2,102,827.59    509,780.48   sFT  1.00000440   +0 25 55.8
 MD1553;UTM  16      - 4,542,843.203   667,467.821   MT  0.99994518   +1 18 27.2
 MD1553
 MD1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1553!SPC IN E     -   0.99996680  x   1.00000440  =   0.99997120
 MD1553!UTM  16      -   0.99996680  x   0.99994518  =   0.99991198
 MD1553
 MD1553:                Primary Azimuth Mark                     Grid Az
 MD1553:SPC IN E     -  NO 222                                   268 36 59.4
 MD1553:UTM  16      -  NO 222                                   267 44 28.0
 MD1553
 MD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6746742843(NAD 83)
 MD1553
 MD1553|---------------------------------------------------------------------|
 MD1553| PID    Reference Object                     Distance      Geod. Az  |
 MD1553|                                                           dddmmss.s |
 MD1553| MD1550 LEPPER                               10.732 METERS 17310     |
 MD1553| MD1558 NO 222                              APPROX. 1.7 KM 2690255.2 |
 MD1553|---------------------------------------------------------------------|
 MD1553
 MD1553                          SUPERSEDED SURVEY CONTROL
 MD1553
 MD1553  NAD 83(1995)-  41 01 10.54373(N)    085 00 29.55396(W) AD(       ) 2
 MD1553  NAD 83(1986)-  41 01 10.54500(N)    085 00 29.56615(W) AD(       ) 2
 MD1553  NAD 27      -  41 01 10.37130(N)    085 00 29.68220(W) AD(       ) 2
 MD1553
 MD1553.Superseded values are not recommended for survey control.
 MD1553
 MD1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1553.See file dsdata.pdf to determine how the superseded data were derived.
 MD1553
 MD1553_MARKER: DD = SURVEY DISK
 MD1553_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1553_STAMPING: 223
 MD1553_MARK LOGO: CGS+SS
 MD1553_PROJECTION: FLUSH
 MD1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1553
 MD1553  HISTORY     - Date     Condition        Report By
 MD1553  HISTORY     - 1934     MONUMENTED       INGS
 MD1553  HISTORY     - 1947     GOOD             CGS
 MD1553  HISTORY     - 1963     GOOD             CGS
 MD1553
 MD1553                          STATION DESCRIPTION
 MD1553
 MD1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1553'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW HAVEN ON LAND OWNED BY
 MD1553'MR.  LEPPER.  IT IS 30
 MD1553'FEET SOUTH OF THE CENTER OF PAVED ROAD AND 1 FOOT NORTH OF A
 MD1553'FENCELINE.  THE MARK IS A 4 BY 4 INCH
 MD1553'CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS A STANDARD
 MD1553'USC AND GS AND SS DISK STAMPED NO 223.  A
 MD1553'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MD1553'LEPPER AND THE DISTANCE WAS FOUND TO BE 10.732 METERS (35.21
 MD1553'FEET).
 MD1553'
 MD1553'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS NO. 24 AND
 MD1553'30 AND STATE HIGHWAY NO. 14
 MD1553'IN NEW HAVEN GO EAST ON U. S. HIGHWAY NO. 30 FOR 2 MILES GO A PAVED
 MD1553'T-ROAD RIGHT, TURN RIGHT AND GO SOUTH
 MD1553'FOR 3.2 MILES TO A PAVED CROSSROAD, TURN RIGHT AND GO
 MD1553'WEST FOR 0.4 MILE TO STATION ON THE LEFT.
 MD1553
 MD1553                          STATION RECOVERY (1963)
 MD1553
 MD1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1553'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  IT SHOULD BE
 MD1553'MENTIONED THAT THE ORIGINAL
 MD1553'DESCRIPTION INITIAL DIRECTION IS TO NO. 200 (IND. GEOD.S.) AND NOT TO
 MD1553'NO. 220 AS IS THEREIN LISTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1844 ***********************************************************************
 KA1844  DESIGNATION -  NO 227
 KA1844  PID         -  KA1844
 KA1844  STATE/COUNTY-  IN/VIGO
 KA1844  COUNTRY     -  US
 KA1844  USGS QUAD   -  TERRE HAUTE (2019)
 KA1844
 KA1844                         *CURRENT SURVEY CONTROL
 KA1844  ______________________________________________________________________
 KA1844* NAD 83(1997) POSITION- 39 25 23.48216(N) 087 26 11.60101(W)   ADJUSTED
 KA1844* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KA1844  ______________________________________________________________________
 KA1844  GEOID HEIGHT    -        -32.624 (meters)                     GEOID18
 KA1844  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 KA1844  HORZ ORDER      -  SECOND
 KA1844
 KA1844.The horizontal coordinates were established by classical geodetic methods
 KA1844.and adjusted by the National Geodetic Survey in May 1999.
 KA1844
 KA1844.The orthometric height was scaled from a topographic map.
 KA1844
 KA1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1844.GEOID18 height accuracy estimate available here.
 KA1844
 KA1844.Click photographs - Photos may exist for this station.
 KA1844
 KA1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1844
 KA1844. The following values were computed from the NAD 83(1997) position.
 KA1844
 KA1844;                    North         East     Units Scale Factor Converg.
 KA1844;SPC IN W     -   463,536.557   869,585.687   MT  0.99997805   -0 13 27.5
 KA1844;SPC IN W     - 1,520,786.19  2,852,965.71   sFT  0.99997805   -0 13 27.5
 KA1844;UTM  16      - 4,363,830.994   462,424.009   MT  0.99961738   -0 16 38.0
 KA1844
 KA1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1844!SPC IN W     -   0.99998129  x   0.99997805  =   0.99995934
 KA1844!UTM  16      -   0.99998129  x   0.99961738  =   0.99959867
 KA1844
 KA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6242463830(NAD 83)
 KA1844
 KA1844                          SUPERSEDED SURVEY CONTROL
 KA1844
 KA1844  NAD 83(1986)-  39 25 23.48867(N)    087 26 11.59353(W) AD(       ) 2
 KA1844  NAD 27      -  39 25 23.35530(N)    087 26 11.51540(W) AD(       ) 2
 KA1844
 KA1844.Superseded values are not recommended for survey control.
 KA1844
 KA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1844.See file dsdata.pdf to determine how the superseded data were derived.
 KA1844
 KA1844_MARKER: DD = SURVEY DISK
 KA1844_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1844_STAMPING: 227
 KA1844_MARK LOGO: CGS+SS
 KA1844_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1844
 KA1844  HISTORY     - Date     Condition        Report By
 KA1844  HISTORY     - 1934     MONUMENTED       INGS
 KA1844  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1844
 KA1844                          STATION DESCRIPTION
 KA1844
 KA1844'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1844'THIS IS A TRAVERSE STATION.
 KA1844'
 KA1844'STATION IS ABOUT 3 MILES SOUTHWEST OF TERRE HAUTE, ON PROPERTY OF THE
 KA1844'INDIANA STATE PRISON, 0.2 MILE SOUTH OF THE MAIN ENTRANCE ROAD
 KA1844'TO THE PRISON, 29 FEET WEST OF CENTERLINE OF STATE HIGHWAY 63, AND
 KA1844'26.820 METERS 87.99 FEET SOUTH-SOUTHEAST OF TRIANGULATION
 KA1844'STATION PRISON BY A TRAVERSE CONNECTION. THIS IS A BRONZE DISK SET IN
 KA1844'A SQUARE, CONCRETE POST. THE MARK PROJECTS 1 INCH, AND THE
 KA1844'DISK IS STAMPED 227.
 KA1844
 KA1844                          STATION RECOVERY (2020)
 KA1844
 KA1844'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1844'THE TOP OF THE MARK IS BROKEN OFF AND THE DISK IS MISSING.  THE SQUARE
 KA1844'CONCRETE POST REMAINS 14 INCHES (36 CM) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1846 ***********************************************************************
 KA1846  DESIGNATION -  NO 228
 KA1846  PID         -  KA1846
 KA1846  STATE/COUNTY-  IN/VIGO
 KA1846  COUNTRY     -  US
 KA1846  USGS QUAD   -  TERRE HAUTE (2019)
 KA1846
 KA1846                         *CURRENT SURVEY CONTROL
 KA1846  ______________________________________________________________________
 KA1846* NAD 83(1997) POSITION- 39 25 35.71041(N) 087 26 01.14281(W)   ADJUSTED
 KA1846* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 KA1846  ______________________________________________________________________
 KA1846  GEOID HEIGHT    -        -32.632 (meters)                     GEOID18
 KA1846  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 KA1846  HORZ ORDER      -  SECOND
 KA1846
 KA1846.The horizontal coordinates were established by classical geodetic methods
 KA1846.and adjusted by the National Geodetic Survey in May 1999.
 KA1846
 KA1846.The orthometric height was scaled from a topographic map.
 KA1846
 KA1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1846.GEOID18 height accuracy estimate available here.
 KA1846
 KA1846.Click photographs - Photos may exist for this station.
 KA1846
 KA1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1846
 KA1846. The following values were computed from the NAD 83(1997) position.
 KA1846
 KA1846;                    North         East     Units Scale Factor Converg.
 KA1846;SPC IN W     -   463,912.689   869,837.293   MT  0.99997786   -0 13 20.9
 KA1846;SPC IN W     - 1,522,020.21  2,853,791.19   sFT  0.99997786   -0 13 20.9
 KA1846;UTM  16      - 4,364,206.757   462,675.871   MT  0.99961715   -0 16 31.5
 KA1846
 KA1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1846!SPC IN W     -   0.99998145  x   0.99997786  =   0.99995931
 KA1846!UTM  16      -   0.99998145  x   0.99961715  =   0.99959860
 KA1846
 KA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6267564206(NAD 83)
 KA1846
 KA1846                          SUPERSEDED SURVEY CONTROL
 KA1846
 KA1846  NAD 83(1986)-  39 25 35.71684(N)    087 26 01.13536(W) AD(       ) 2
 KA1846  NAD 27      -  39 25 35.58500(N)    087 26 01.05700(W) AD(       ) 2
 KA1846
 KA1846.Superseded values are not recommended for survey control.
 KA1846
 KA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1846.See file dsdata.pdf to determine how the superseded data were derived.
 KA1846
 KA1846_MARKER: DD = SURVEY DISK
 KA1846_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1846_STAMPING: 228
 KA1846_MARK LOGO: CGS+SS
 KA1846_PROJECTION: PROJECTING 5 CENTIMETERS
 KA1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1846
 KA1846  HISTORY     - Date     Condition        Report By
 KA1846  HISTORY     - 1934     MONUMENTED       INGS
 KA1846  HISTORY     - 20200520 MARK NOT FOUND   MCA
 KA1846
 KA1846                          STATION DESCRIPTION
 KA1846
 KA1846'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1846'THE STATION ABOUT 3 MILES SOUTHWEST OF TERRE HAUTE, 1.1 MILES NORTH
 KA1846'OF MAIN ENTRANCE TO THE PRISON, 0.3 MILE NORTH-NORTHEAST
 KA1846'OF TRIANGULATION STATION PRISON, 39 FEET EAST OF APPROXIMATE
 KA1846'CENTERLINE OF STATE HIGHWAY 63, AND 1 FOOT SOUTH OF A WHITE
 KA1846'WITNESSPOST. THIS IS A BRONZE DISK SET IN A SQUARE CONCRETE POST. THE
 KA1846'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED 228.
 KA1846
 KA1846                          STATION RECOVERY (2020)
 KA1846
 KA1846'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1846'STAKED OUT TO LOCATION VIA VRS AND PROBED THE AREA TO A DEPTH OF 4 FT
 KA1846'(1.2 M) AND DID NOT FIND EVIDENCE OF THE MARK.  IT WAS MORE THAN
 KA1846'LIKELY DESTROYED DURING THE CONSTRUCTION OF A ROADSIDE DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1860 ***********************************************************************
 KA1860  DESIGNATION -  NO 310
 KA1860  PID         -  KA1860
 KA1860  STATE/COUNTY-  IN/VIGO
 KA1860  COUNTRY     -  US
 KA1860  USGS QUAD   -  TERRE HAUTE (2019)
 KA1860
 KA1860                         *CURRENT SURVEY CONTROL
 KA1860  ______________________________________________________________________
 KA1860* NAD 83(1997) POSITION- 39 26 01.68771(N) 087 23 37.49427(W)   ADJUSTED
 KA1860* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KA1860  ______________________________________________________________________
 KA1860  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 KA1860  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 KA1860  HORZ ORDER      -  SECOND
 KA1860
 KA1860.The horizontal coordinates were established by classical geodetic methods
 KA1860.and adjusted by the National Geodetic Survey in May 1999.
 KA1860
 KA1860.The orthometric height was scaled from a topographic map.
 KA1860
 KA1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1860.GEOID18 height accuracy estimate available here.
 KA1860
 KA1860.Click photographs - Photos may exist for this station.
 KA1860
 KA1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1860
 KA1860. The following values were computed from the NAD 83(1997) position.
 KA1860
 KA1860;                    North         East     Units Scale Factor Converg.
 KA1860;SPC IN W     -   464,701.221   873,275.694   MT  0.99997546   -0 11 49.8
 KA1860;SPC IN W     - 1,524,607.26  2,865,072.01   sFT  0.99997546   -0 11 49.8
 KA1860;UTM  16      - 4,364,991.829   466,113.757   MT  0.99961414   -0 15 00.4
 KA1860
 KA1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1860!SPC IN W     -   0.99998130  x   0.99997546  =   0.99995676
 KA1860!UTM  16      -   0.99998130  x   0.99961414  =   0.99959545
 KA1860
 KA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6611364991(NAD 83)
 KA1860
 KA1860                          SUPERSEDED SURVEY CONTROL
 KA1860
 KA1860  NAD 83(1986)-  39 26 01.69401(N)    087 23 37.48674(W) AD(       ) 2
 KA1860  NAD 27      -  39 26 01.56080(N)    087 23 37.41280(W) AD(       ) 2
 KA1860
 KA1860.Superseded values are not recommended for survey control.
 KA1860
 KA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1860.See file dsdata.pdf to determine how the superseded data were derived.
 KA1860
 KA1860_MARKER: DD = SURVEY DISK
 KA1860_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1860_STAMPING: 310
 KA1860_MARK LOGO: CGS+SS
 KA1860_PROJECTION: PROJECTING 33 CENTIMETERS
 KA1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1860
 KA1860  HISTORY     - Date     Condition        Report By
 KA1860  HISTORY     - 1934     MONUMENTED       INGS
 KA1860
 KA1860                          STATION DESCRIPTION
 KA1860
 KA1860'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1860'THIS IS A TRAVERSE STATION.
 KA1860'
 KA1860'THE STATION IS LOCATED AT THE SOUTH SIDE OF TERRE HAUTE, AT THE GRAND
 KA1860'VIEW CEMETERY, AND ON THE RIGHT-OF-WAY OF MARGARET AVENUE. A
 KA1860'TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION GRAND TO
 KA1860'THIS MARK. IT IS 7.982 METERS, 26.19 FEET, SOUTH OF THE
 KA1860'TRIANGULATION MARK, 5 FEET SOUTH OF THE CEMETERY 10-FOOT BANK, AND 4
 KA1860'FEET NORTH OF THE NORTH EDGD OF THE STREET PAVEMENT. THE MARK IS A
 KA1860'STANDARD 4 BY 4 CONCRETE POST AND BRONZE DISK, PROJECTING 13 INCHES,
 KA1860'AND THE DISK IS STAMPED STATION NO 310.
 KA1860'
 KA1860'TO REACH THIS MARK FROM THE COURTHOUSE IN TERRE HAUTE, GO SOUTH ON
 KA1860'U.S. HIGHWAY 41 FOR 2.2 MILES TO MARGARET AVENUE.  TURN LEFT,
 KA1860'EAST, AND GO ON MARGARET AVENUE FOR 1.1 MILES TO THE GRAND VIEW
 KA1860'CEMETERY ON THE LEFT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1821 ***********************************************************************
 KA1821  DESIGNATION -  NO 317
 KA1821  PID         -  KA1821
 KA1821  STATE/COUNTY-  IN/VIGO
 KA1821  COUNTRY     -  US
 KA1821  USGS QUAD   -  SEELYVILLE (2019)
 KA1821
 KA1821                         *CURRENT SURVEY CONTROL
 KA1821  ______________________________________________________________________
 KA1821* NAD 83(1997) POSITION- 39 26 01.31582(N) 087 17 54.55967(W)   ADJUSTED
 KA1821* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 KA1821  ______________________________________________________________________
 KA1821  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 KA1821  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 KA1821  HORZ ORDER      -  SECOND
 KA1821
 KA1821.The horizontal coordinates were established by classical geodetic methods
 KA1821.and adjusted by the National Geodetic Survey in May 1999.
 KA1821
 KA1821.The orthometric height was scaled from a topographic map.
 KA1821
 KA1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1821.GEOID18 height accuracy estimate available here.
 KA1821
 KA1821.Click photographs - Photos may exist for this station.
 KA1821
 KA1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1821
 KA1821. The following values were computed from the NAD 83(1997) position.
 KA1821
 KA1821;                    North         East     Units Scale Factor Converg.
 KA1821;SPC IN W     -   464,665.860   881,476.782   MT  0.99997089   -0 08 12.0
 KA1821;SPC IN W     - 1,524,491.24  2,891,978.41   sFT  0.99997089   -0 08 12.0
 KA1821;UTM  16      - 4,364,948.907   474,311.839   MT  0.99960812   -0 11 22.5
 KA1821
 KA1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1821!SPC IN W     -   0.99997724  x   0.99997089  =   0.99994813
 KA1821!UTM  16      -   0.99997724  x   0.99960812  =   0.99958536
 KA1821
 KA1821:                Primary Azimuth Mark                     Grid Az
 KA1821:SPC IN W     -  NO 619                                   019 49 39.5
 KA1821:UTM  16      -  NO 619                                   019 52 50.0
 KA1821
 KA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7431164948(NAD 83)
 KA1821
 KA1821|---------------------------------------------------------------------|
 KA1821| PID    Reference Object                     Distance      Geod. Az  |
 KA1821|                                                           dddmmss.s |
 KA1821| KA1818 NO 619                              APPROX. 0.7 KM 0194127.5 |
 KA1821| KA1819 EVERSOLE AZ MK                      252.494 METERS 09011     |
 KA1821|---------------------------------------------------------------------|
 KA1821
 KA1821                          SUPERSEDED SURVEY CONTROL
 KA1821
 KA1821  NAD 83(1986)-  39 26 01.32167(N)    087 17 54.55221(W) AD(       ) 2
 KA1821  NAD 27      -  39 26 01.18790(N)    087 17 54.48740(W) AD(       ) 2
 KA1821
 KA1821.Superseded values are not recommended for survey control.
 KA1821
 KA1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1821.See file dsdata.pdf to determine how the superseded data were derived.
 KA1821
 KA1821_MARKER: DD = SURVEY DISK
 KA1821_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1821_STAMPING: 317
 KA1821_MARK LOGO: CGS+SS
 KA1821_PROJECTION: PROJECTING 5 CENTIMETERS
 KA1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1821
 KA1821  HISTORY     - Date     Condition        Report By
 KA1821  HISTORY     - 1934     MONUMENTED       INGS
 KA1821  HISTORY     - 1957     GOOD             INGS
 KA1821  HISTORY     - 1964     GOOD             CGS
 KA1821
 KA1821                          STATION DESCRIPTION
 KA1821
 KA1821'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1821'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1821'TERRE HAUTE AND 3.5 MILES SOUTH OF GLENN ON THE CLEARFIEW FARMS
 KA1821'DAIRY. IT IS 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL
 KA1821'SHED, 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 KA1821'GRAVELED ROAD, 14 FEET EAST OF A 5-INCH CONCRETE GATE POST, AND 1
 KA1821'FOOT NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 KA1821'IS A STANDARD BRONZE USC AND GS AND STATE SURVEY BM STAMPED 317.
 KA1821'
 KA1821'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1821'GLENN, GO SOUTH ON A BLACK TOP ROAD FOR 1.8 MILES TO THE JUNCTION
 KA1821'OF STATE HIGHWAY 42 AND THE ABOVE MENTIONED BLACK TOP ROAD, HERE
 KA1821'CONTINUE SOUTHERLY FOR 1.05 MILES TO A CROSSROAD, TURN RIGHT HERE
 KA1821'AND GO 0.15 MILE TO THE MARK ON THE LEFT.
 KA1821'
 KA1821'A TRAVERSE CONNECTION WAS MADE FROM EVERSOLE AZIMUTH TO U.S.C. AND G.S
 KA1821'AND STATE SURVEY 317 C.W.A. IT IS 252.495 METERS OR 828.39 FEET
 KA1821'WEST OF EVERSOLE AZIMUTH.
 KA1821'
 KA1821'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KA1821
 KA1821                          STATION RECOVERY (1957)
 KA1821
 KA1821'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1957 (JBW)
 KA1821'THE STATION WAS RECOVERED AS DESCRIBED.
 KA1821
 KA1821                          STATION RECOVERY (1964)
 KA1821
 KA1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KA1821'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2651 ***********************************************************************
 LB2651  DESIGNATION -  NO 322
 LB2651  PID         -  LB2651
 LB2651  STATE/COUNTY-  IN/TIPPECANOE
 LB2651  COUNTRY     -  US
 LB2651  USGS QUAD   -  BROOKSTON SW (2019)
 LB2651
 LB2651                         *CURRENT SURVEY CONTROL
 LB2651  ______________________________________________________________________
 LB2651* NAD 83(1997) POSITION- 40 31 28.33194(N) 086 57 45.98906(W)   ADJUSTED
 LB2651* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2651  ______________________________________________________________________
 LB2651  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB2651  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LB2651  HORZ ORDER      -  SECOND
 LB2651
 LB2651.The horizontal coordinates were established by classical geodetic methods
 LB2651.and adjusted by the National Geodetic Survey in May 1999.
 LB2651
 LB2651.The orthometric height was scaled from a topographic map.
 LB2651
 LB2651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2651.GEOID18 height accuracy estimate available here.
 LB2651
 LB2651.Click photographs - Photos may exist for this station.
 LB2651
 LB2651.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2651
 LB2651. The following values were computed from the NAD 83(1997) position.
 LB2651
 LB2651;                    North         East     Units Scale Factor Converg.
 LB2651;SPC IN W     -   585,767.059   910,215.419   MT  0.99996795   +0 04 42.0
 LB2651;SPC IN W     - 1,921,804.09  2,986,265.09   sFT  0.99996795   +0 04 42.0
 LB2651;UTM  16      - 4,485,978.967   503,153.090   MT  0.99960012   +0 01 27.1
 LB2651
 LB2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2651!SPC IN W     -   0.99997016  x   0.99996795  =   0.99993811
 LB2651!UTM  16      -   0.99997016  x   0.99960012  =   0.99957029
 LB2651
 LB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0315385978(NAD 83)
 LB2651
 LB2651                          SUPERSEDED SURVEY CONTROL
 LB2651
 LB2651  NAD 83(1986)-  40 31 28.33883(N)    086 57 46.00017(W) AD(       ) 2
 LB2651  NAD 27      -  40 31 28.21360(N)    086 57 45.96740(W) AD(       ) 2
 LB2651
 LB2651.Superseded values are not recommended for survey control.
 LB2651
 LB2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2651.See file dsdata.pdf to determine how the superseded data were derived.
 LB2651
 LB2651_MARKER: DD = SURVEY DISK
 LB2651_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2651_STAMPING: NO 322
 LB2651_MARK LOGO: CGS+SS
 LB2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2651
 LB2651  HISTORY     - Date     Condition        Report By
 LB2651  HISTORY     - 1934     MONUMENTED       INGS
 LB2651  HISTORY     - 1955     GOOD             CGS
 LB2651
 LB2651                          STATION DESCRIPTION
 LB2651
 LB2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2651'NO. 322 (IND. GEOD. S.) WAS USED AS A REFERENCE MARK.  IT IS 32 FEET
 LB2651'EAST OF THE CENTER OF A PAVED ROAD AND 3 FEET SOUTHEAST OF A FENCE
 LB2651'CORNER.  THE MARK IS A 4X4 INCH CONCRETE POST THAT IS FLUSH WITH A
 LB2651'STANDARD U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION
 LB2651'MARK DISK IN THE TOP STAMPED NO 322.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1788 ***********************************************************************
 KA1788  DESIGNATION -  NO 327
 KA1788  PID         -  KA1788
 KA1788  STATE/COUNTY-  IN/CLAY
 KA1788  COUNTRY     -  US
 KA1788  USGS QUAD   -  STAUNTON (2019)
 KA1788
 KA1788                         *CURRENT SURVEY CONTROL
 KA1788  ______________________________________________________________________
 KA1788* NAD 83(1997) POSITION- 39 25 02.55070(N) 087 14 22.36597(W)   ADJUSTED
 KA1788* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 KA1788  ______________________________________________________________________
 KA1788  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA1788  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 KA1788  HORZ ORDER      -  SECOND
 KA1788
 KA1788.The horizontal coordinates were established by classical geodetic methods
 KA1788.and adjusted by the National Geodetic Survey in May 1999.
 KA1788
 KA1788.The orthometric height was scaled from a topographic map.
 KA1788
 KA1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1788.GEOID18 height accuracy estimate available here.
 KA1788
 KA1788.Click photographs - Photos may exist for this station.
 KA1788
 KA1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1788
 KA1788. The following values were computed from the NAD 83(1997) position.
 KA1788
 KA1788;                    North         East     Units Scale Factor Converg.
 KA1788;SPC IN W     -   462,843.163   886,548.156   MT  0.99996889   -0 05 57.1
 KA1788;SPC IN W     - 1,518,511.28  2,908,616.74   sFT  0.99996889   -0 05 57.1
 KA1788;UTM  16      - 4,363,122.191   479,379.686   MT  0.99960523   -0 09 07.6
 KA1788
 KA1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1788!SPC IN W     -   0.99997583  x   0.99996889  =   0.99994472
 KA1788!UTM  16      -   0.99997583  x   0.99960523  =   0.99958107
 KA1788
 KA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7937963122(NAD 83)
 KA1788
 KA1788                          SUPERSEDED SURVEY CONTROL
 KA1788
 KA1788  NAD 83(1986)-  39 25 02.55627(N)    087 14 22.35885(W) AD(       ) 2
 KA1788  NAD 27      -  39 25 02.41920(N)    087 14 22.29390(W) AD(       ) 2
 KA1788
 KA1788.Superseded values are not recommended for survey control.
 KA1788
 KA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1788.See file dsdata.pdf to determine how the superseded data were derived.
 KA1788
 KA1788_MARKER: DD = SURVEY DISK
 KA1788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1788_STAMPING: 327
 KA1788_MARK LOGO: CGS+SS
 KA1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1788
 KA1788  HISTORY     - Date     Condition        Report By
 KA1788  HISTORY     - 1934     MONUMENTED       INGS
 KA1788
 KA1788                          STATION DESCRIPTION
 KA1788
 KA1788'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1788'STATION IS ABOUT 11 MILES SOUTHWEST OF BRAZIL, 9.5 MILES SOUTHEAST OF
 KA1788'TERRE HAUTE, 15 FEET EAST OF APPROXIMATE CENTERLINE OF
 KA1788'GRAVELED ROAD, AND 12.539 METERS 41.14 FEET WEST-SOUTHWEST OF
 KA1788'TRIANGULATION STATION RECTOR BY A TRAVERSE CONNECTION.
 KA1788'THIS IS A BRONZE DISK SET IN A SQUARE, CONCRETE POST. THE MARK
 KA1788'PROJECTS 12 INCHES, AND THE DISK IS STAMPED 327.
 KA1788'
 KA1788'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 59 IN
 KA1788'BRAZIL, GO SOUTH ON HIGHWAY 59 FOR 10.1 MILES TO JUNCTION STATE
 KA1788'HIGHWAY 46. TURN RIGHT ON HIGHWAY 46 AND GO 6.9 MILES TO A GRAVELED
 KA1788'CROSS ROAD. TURN RIGHT AND GO 1.9 MILES TO STATION ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1784 ***********************************************************************
 KA1784  DESIGNATION -  NO 335
 KA1784  PID         -  KA1784
 KA1784  STATE/COUNTY-  IN/VIGO
 KA1784  COUNTRY     -  US
 KA1784  USGS QUAD   -  SALINE CITY (2019)
 KA1784
 KA1784                         *CURRENT SURVEY CONTROL
 KA1784  ______________________________________________________________________
 KA1784* NAD 83(1997) POSITION- 39 21 54.84618(N) 087 14 23.42199(W)   ADJUSTED
 KA1784* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 KA1784  ______________________________________________________________________
 KA1784  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 KA1784  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 KA1784  HORZ ORDER      -  SECOND
 KA1784
 KA1784.The horizontal coordinates were established by classical geodetic methods
 KA1784.and adjusted by the National Geodetic Survey in May 1999.
 KA1784
 KA1784.The orthometric height was scaled from a topographic map.
 KA1784
 KA1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1784.GEOID18 height accuracy estimate available here.
 KA1784
 KA1784.Click photographs - Photos may exist for this station.
 KA1784
 KA1784.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1784
 KA1784. The following values were computed from the NAD 83(1997) position.
 KA1784
 KA1784;                    North         East     Units Scale Factor Converg.
 KA1784;SPC IN W     -   457,054.643   886,512.862   MT  0.99996891   -0 05 57.4
 KA1784;SPC IN W     - 1,499,520.11  2,908,500.95   sFT  0.99996891   -0 05 57.4
 KA1784;UTM  16      - 4,357,335.810   479,339.064   MT  0.99960526   -0 09 07.6
 KA1784
 KA1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1784!SPC IN W     -   0.99997723  x   0.99996891  =   0.99994614
 KA1784!UTM  16      -   0.99997723  x   0.99960526  =   0.99958250
 KA1784
 KA1784:                Primary Azimuth Mark                     Grid Az
 KA1784:SPC IN W     -  NO 336                                   179 30 22.7
 KA1784:UTM  16      -  NO 336                                   179 33 32.9
 KA1784
 KA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7933957335(NAD 83)
 KA1784
 KA1784|---------------------------------------------------------------------|
 KA1784| PID    Reference Object                     Distance      Geod. Az  |
 KA1784|                                                           dddmmss.s |
 KA1784| KA1785 NO 336                              APPROX. 0.7 KM 1792425.3 |
 KA1784| KA1783 RILEY                                72.248 METERS 18809     |
 KA1784|---------------------------------------------------------------------|
 KA1784
 KA1784                          SUPERSEDED SURVEY CONTROL
 KA1784
 KA1784  NAD 83(1986)-  39 21 54.85190(N)    087 14 23.41529(W) AD(       ) 2
 KA1784  NAD 27      -  39 21 54.71150(N)    087 14 23.35300(W) AD(       ) 2
 KA1784
 KA1784.Superseded values are not recommended for survey control.
 KA1784
 KA1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1784.See file dsdata.pdf to determine how the superseded data were derived.
 KA1784
 KA1784_MARKER: DD = SURVEY DISK
 KA1784_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1784_STAMPING: 335
 KA1784_MARK LOGO: CGS+SS
 KA1784_PROJECTION: PROJECTING 15 CENTIMETERS
 KA1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1784
 KA1784  HISTORY     - Date     Condition        Report By
 KA1784  HISTORY     - 1934     MONUMENTED       INGS
 KA1784
 KA1784                          STATION DESCRIPTION
 KA1784
 KA1784'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1784'THIS IS A TRAVERSE STATION.
 KA1784'
 KA1784'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF THE SMALL SETTLEMENT
 KA1784'OF KELLEY, 3-1/2 MILES SOUTHEAST OF RILEY, AND ON THE
 KA1784'RIGHT-OF-WAY OF THE VIGO-CLAY COUNTY LINE GRAVEL ROAD. A TRAVERSE
 KA1784'MEASUREMENT WAS MADE FROM TRIANGULATION STATION RILEY TO THE
 KA1784'MARK. IT IS 72.248 METERS, 237.03 FEET, NORTH OF THE TRIANGULATION
 KA1784'MARK, 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE COUNTY
 KA1784'LINE ROAD, 17.8 FEET SOUTHEAST OF A POWERLINE POLE, AND 13.2 FEET
 KA1784'EAST OF A WIRE FENCE. THE MARK IS A STANDARD 6 BY 6 CONCRETE POST
 KA1784'AND BRONZE DISK, PROJECTING 6 INCHES, AND THE DISK IS STAMPED
 KA1784'STATION NO 335.
 KA1784'
 KA1784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 159 AND 43
 KA1784'IN RILEY, GO EAST ON THE LATTER FOR 3 MILES TO THE COUNTY LINE
 KA1784'CROSSROAD. TURN RIGHT, SOUTH, AND GO ON THE MAIN GRAVEL ROAD FOR 0.9
 KA1784'MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2646 ***********************************************************************
 LB2646  DESIGNATION -  NO 335
 LB2646  PID         -  LB2646
 LB2646  STATE/COUNTY-  IN/TIPPECANOE
 LB2646  COUNTRY     -  US
 LB2646  USGS QUAD   -  BROOKSTON (2019)
 LB2646
 LB2646                         *CURRENT SURVEY CONTROL
 LB2646  ______________________________________________________________________
 LB2646* NAD 83(1997) POSITION- 40 31 17.32148(N) 086 52 07.41657(W)   ADJUSTED
 LB2646* NAVD 88 ORTHO HEIGHT -   200.    (meters)      656.    (feet) SCALED
 LB2646  ______________________________________________________________________
 LB2646  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LB2646  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 LB2646  HORZ ORDER      -  SECOND
 LB2646
 LB2646.The horizontal coordinates were established by classical geodetic methods
 LB2646.and adjusted by the National Geodetic Survey in May 1999.
 LB2646
 LB2646.The orthometric height was scaled from a topographic map.
 LB2646
 LB2646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2646.GEOID18 height accuracy estimate available here.
 LB2646
 LB2646.Click photographs - Photos may exist for this station.
 LB2646
 LB2646.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2646
 LB2646. The following values were computed from the NAD 83(1997) position.
 LB2646
 LB2646;                    North         East     Units Scale Factor Converg.
 LB2646;SPC IN W     -   585,442.590   918,185.311   MT  0.99997074   +0 08 22.0
 LB2646;SPC IN W     - 1,920,739.56  3,012,412.97   sFT  0.99997074   +0 08 22.0
 LB2646;UTM  16      - 4,485,647.088   511,119.736   MT  0.99960152   +0 05 07.1
 LB2646
 LB2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2646!SPC IN W     -   0.99997394  x   0.99997074  =   0.99994468
 LB2646!UTM  16      -   0.99997394  x   0.99960152  =   0.99957547
 LB2646
 LB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1111985647(NAD 83)
 LB2646
 LB2646                          SUPERSEDED SURVEY CONTROL
 LB2646
 LB2646  NAD 83(1986)-  40 31 17.32805(N)    086 52 07.42765(W) AD(       ) 2
 LB2646  NAD 27      -  40 31 17.19880(N)    086 52 07.37480(W) AD(       ) 2
 LB2646
 LB2646.Superseded values are not recommended for survey control.
 LB2646
 LB2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2646.See file dsdata.pdf to determine how the superseded data were derived.
 LB2646
 LB2646_MARKER: DD = SURVEY DISK
 LB2646_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2646_STAMPING: NO 335
 LB2646_MARK LOGO: CGS+SS
 LB2646_PROJECTION: FLUSH
 LB2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2646
 LB2646  HISTORY     - Date     Condition        Report By
 LB2646  HISTORY     - 1934     MONUMENTED       INGS
 LB2646  HISTORY     - 1948     GOOD             CGS
 LB2646  HISTORY     - 1955     GOOD             CGS
 LB2646
 LB2646                          STATION DESCRIPTION
 LB2646
 LB2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2646'THIS IS A TRAVERSE STATION.
 LB2646'
 LB2646'STATION IS LOCATED ABOUT 7 MILES NORTH OF LAFAYETTE, 6 MILES SOUTH
 LB2646'OF BROOKSTON AND 2 MILES NORTHWEST OF BATTLE GROUND.  IT IS 44 FEET
 LB2646'SOUTH OF A POWER POLE AND 32 FEET EAST OF CENTER OF STATE HIGHWAY
 LB2646'43.  THE MARK IS A 5 X 5 INCH CONCRETE POST WHICH IS FLUSH WITH
 LB2646'THE GROUND AND THE DISK IS A STANDARD USC AND GS AND SS DISK
 LB2646'STAMPED NO 335.
 LB2646'
 LB2646'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BATTLE.
 LB2646'THE DISTANCE WAS 316.4 FEET, (96.44 METERS).
 LB2646'
 LB2646'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BYPASS)
 LB2646'AND STATE HIGHWAY 43 ON THE NORTH EDGE OF LAFAYETTE, GO NORTH ON
 LB2646'HIGHWAY 43 FOR 7.35 MILES TO STATION ON RIGHT OR EAST OF HIGHWAY AS
 LB2646'DESCRIBED.
 LB2646
 LB2646                          STATION RECOVERY (1955)
 LB2646
 LB2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2646'STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD CONDITION.  A
 LB2646'NEW DISTANCE, 315.80 FEET, 96.256 METERS WAS DETERMINED FOR THE
 LB2646'TRAVERSE MEASUREMENT FROM TRIANGULATION STATION BATTLE 1948.  NEW
 LB2646'DIRECTIONS FOR REACHING THE STATION FOLLOW--
 LB2646'
 LB2646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 43
 LB2646'IN BROOKSTON, GO SOUTH ON HIGHWAY 43 FOR 5.0 MILES TO THE MARK ON
 LB2646'THE LEFT, EAST SIDE OF THE HIGHWAY.
 LB2646'
 LB2646'THE REMAINDER OF THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1785 ***********************************************************************
 KA1785  DESIGNATION -  NO 336
 KA1785  PID         -  KA1785
 KA1785  STATE/COUNTY-  IN/CLAY
 KA1785  COUNTRY     -  US
 KA1785  USGS QUAD   -  SALINE CITY (2019)
 KA1785
 KA1785                         *CURRENT SURVEY CONTROL
 KA1785  ______________________________________________________________________
 KA1785* NAD 83(1997) POSITION- 39 21 32.54299(N) 087 14 23.12464(W)   ADJUSTED
 KA1785* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 KA1785  ______________________________________________________________________
 KA1785  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 KA1785  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 KA1785  HORZ ORDER      -  SECOND
 KA1785
 KA1785.The horizontal coordinates were established by classical geodetic methods
 KA1785.and adjusted by the National Geodetic Survey in May 1999.
 KA1785
 KA1785.The orthometric height was scaled from a topographic map.
 KA1785
 KA1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1785.GEOID18 height accuracy estimate available here.
 KA1785
 KA1785.Click photographs - Photos may exist for this station.
 KA1785
 KA1785.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1785
 KA1785. The following values were computed from the NAD 83(1997) position.
 KA1785
 KA1785;                    North         East     Units Scale Factor Converg.
 KA1785;SPC IN W     -   456,366.832   886,518.789   MT  0.99996890   -0 05 57.1
 KA1785;SPC IN W     - 1,497,263.51  2,908,520.39   sFT  0.99996890   -0 05 57.1
 KA1785;UTM  16      - 4,356,648.245   479,344.354   MT  0.99960525   -0 09 07.4
 KA1785
 KA1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1785!SPC IN W     -   0.99997722  x   0.99996890  =   0.99994613
 KA1785!UTM  16      -   0.99997722  x   0.99960525  =   0.99958248
 KA1785
 KA1785:                Primary Azimuth Mark                     Grid Az
 KA1785:SPC IN W     -  NO 335                                   359 30 22.6
 KA1785:UTM  16      -  NO 335                                   359 33 32.9
 KA1785
 KA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7934456648(NAD 83)
 KA1785
 KA1785|---------------------------------------------------------------------|
 KA1785| PID    Reference Object                     Distance      Geod. Az  |
 KA1785|                                                           dddmmss.s |
 KA1785| KA1783 RILEY                               APPROX. 0.6 KM 3582310.7 |
 KA1785| KA1784 NO 335                              APPROX. 0.7 KM 3592425.5 |
 KA1785|---------------------------------------------------------------------|
 KA1785
 KA1785                          SUPERSEDED SURVEY CONTROL
 KA1785
 KA1785  NAD 83(1986)-  39 21 32.54871(N)    087 14 23.11800(W) AD(       ) 2
 KA1785  NAD 27      -  39 21 32.40800(N)    087 14 23.05600(W) AD(       ) 2
 KA1785
 KA1785.Superseded values are not recommended for survey control.
 KA1785
 KA1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1785.See file dsdata.pdf to determine how the superseded data were derived.
 KA1785
 KA1785_MARKER: DD = SURVEY DISK
 KA1785_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1785_STAMPING: 336
 KA1785_MARK LOGO: CGS+SS
 KA1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1785
 KA1785  HISTORY     - Date     Condition        Report By
 KA1785  HISTORY     - 1934     MONUMENTED       INGS
 KA1785
 KA1785                          STATION DESCRIPTION
 KA1785
 KA1785'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1785'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF THE SMALL SETTLEMENT
 KA1785'OF KELLEY, 3-1/2 MILES SOUTHEAST OF RILEY, AND ON THE
 KA1785'RIGHT-OF-WAY OF THE VIGO-CLAY COUNTY LINE GRAVEL ROAD. THIS STATION
 KA1785'IS ONE OF AN OLD TRAVERSE LINE. STATION NO 335, BUT NOT THIS
 KA1785'STATION 336, WAS CONNECTED BY DIRECT TRAVERSE TO THE TRIANGULATION
 KA1785'STATION. THE TRIANGLE FORMED BY THESE STATIONS WAS ALSO CLOSED.
 KA1785'
 KA1785'THIS MARK IS 0.35 MILE SOUTH OF TRIANGULATION STATION RILEY, 14 FEET
 KA1785'EAST OF THE APPROXIMATE CENTER OF GRAVEL ROAD, AND 4.8 FEET WEST
 KA1785'OF A WIRE FENCE. THE MARK IS A STANDARD 6 BY 6 CONCRETE POST AND
 KA1785'BRONZE DISK, PROJECTING 8 INCHES, AND THE DISK IS STAMPED STATION
 KA1785'NO 336.
 KA1785'
 KA1785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 159 AND 43
 KA1785'IN RILEY, GO EAST ON THE LATTER FOR 3 MILES TO THE COUNTY LINE
 KA1785'CROSSROAD. TURN RIGHT, SOUTH, AND GO ON THE MAUN GRAVELED ROAD FOR
 KA1785'1.15 MILES TO A CROSSROAD.  CONTINUE SOUTH FOR 0.1 MILE TO
 KA1785'THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0714 ***********************************************************************
 HA0714  DESIGNATION -  NO 47 1
 HA0714  PID         -  HA0714
 HA0714  STATE/COUNTY-  IN/WARRICK
 HA0714  COUNTRY     -  US
 HA0714  USGS QUAD   -  NEWBURGH (2019)
 HA0714
 HA0714                         *CURRENT SURVEY CONTROL
 HA0714  ______________________________________________________________________
 HA0714* NAD 83(1986) POSITION- 37 56 32.     (N) 087 23 58.     (W)   SCALED
 HA0714* NAVD 88 ORTHO HEIGHT -   106.948 (meters)      350.88  (feet) ADJUSTED
 HA0714  ______________________________________________________________________
 HA0714  GEOID HEIGHT    -        -31.074 (meters)                     GEOID18
 HA0714  DYNAMIC HEIGHT  -        106.874 (meters)      350.64  (feet) COMP
 HA0714  MODELED GRAVITY -    979,942.1   (mgal)                       NAVD 88
 HA0714
 HA0714  VERT ORDER      -  FIRST     CLASS II
 HA0714
 HA0714.The horizontal coordinates were scaled from a map and have
 HA0714.an estimated accuracy of +/- 6 seconds.
 HA0714
 HA0714.The orthometric height was determined by differential leveling and
 HA0714.adjusted by the NATIONAL GEODETIC SURVEY
 HA0714.in June 1991.
 HA0714
 HA0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0714.GEOID18 height accuracy estimate available here.
 HA0714
 HA0714.Click photographs - Photos may exist for this station.
 HA0714
 HA0714.The dynamic height is computed by dividing the NAVD 88
 HA0714.geopotential number by the normal gravity value computed on the
 HA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0714.degrees latitude (g = 980.6199 gals.).
 HA0714
 HA0714.The modeled gravity was interpolated from observed gravity values.
 HA0714
 HA0714;                    North         East    Units  Estimated Accuracy
 HA0714;SPC IN W     -   299,130.      872,210.      MT  (+/- 180 meters Scaled)
 HA0714
 HA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG649994(NAD 83)
 HA0714
 HA0714                          SUPERSEDED SURVEY CONTROL
 HA0714
 HA0714  NGVD 29 (??/??/92)  107.038  (m)          351.17   (f) ADJ UNCH    1 2
 HA0714
 HA0714.Superseded values are not recommended for survey control.
 HA0714
 HA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0714.See file dsdata.pdf to determine how the superseded data were derived.
 HA0714
 HA0714_MARKER: DD = SURVEY DISK
 HA0714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0714_SP_SET: FOUNDATION
 HA0714_STAMPING: 351.84 471
 HA0714_MARK LOGO: USACE
 HA0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0714+STABILITY: SURFACE MOTION
 HA0714
 HA0714  HISTORY     - Date     Condition        Report By
 HA0714  HISTORY     - UNK      MONUMENTED       USACE
 HA0714  HISTORY     - 1965     GOOD             CGS
 HA0714
 HA0714                          STATION DESCRIPTION
 HA0714
 HA0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0714'AT NEWBURGH.
 HA0714'AT NEWBURGH, IN SECTION 3, T 7 S, R 9 W, ABOUT 321 YARDS SOUTHEAST
 HA0714'OF THE SOUTHEAST CORNER OF THE POWERHOUSE AT THE LOCK AND DAM
 HA0714'NUMBER 47 AT NEWBURGH, 328 FEET SOUTH OF THE CENTER LINE OF STATE
 HA0714'HIGHWAY 662, SET IN THE TOP OF THE CONCRETE FOUNDATION AROUND
 HA0714'THE SECTOR GEAR, 5 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 HA0714'BOX-LIKE STRUCTURE WHICH SURROUND THE SECTOR GEAR, 1.8 FEET
 HA0714'SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION AROUND THE
 HA0714'SECTOR GEAR, AND ABOUT LEVEL WITH THE BULKHEAD ALONG THE NORTH
 HA0714'BANK OF THE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1824 ***********************************************************************
 KA1824  DESIGNATION -  NO 501
 KA1824  PID         -  KA1824
 KA1824  STATE/COUNTY-  IN/VIGO
 KA1824  COUNTRY     -  US
 KA1824  USGS QUAD   -  LEWIS (2019)
 KA1824
 KA1824                         *CURRENT SURVEY CONTROL
 KA1824  ______________________________________________________________________
 KA1824* NAD 83(1997) POSITION- 39 20 48.34122(N) 087 18 37.15229(W)   ADJUSTED
 KA1824* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 KA1824  ______________________________________________________________________
 KA1824  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 KA1824  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 KA1824  HORZ ORDER      -  SECOND
 KA1824
 KA1824.The horizontal coordinates were established by classical geodetic methods
 KA1824.and adjusted by the National Geodetic Survey in May 1999.
 KA1824
 KA1824.The orthometric height was scaled from a topographic map.
 KA1824
 KA1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1824.GEOID18 height accuracy estimate available here.
 KA1824
 KA1824.Click photographs - Photos may exist for this station.
 KA1824
 KA1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1824
 KA1824. The following values were computed from the NAD 83(1997) position.
 KA1824
 KA1824;                    North         East     Units Scale Factor Converg.
 KA1824;SPC IN W     -   455,016.619   880,433.934   MT  0.99997138   -0 08 38.1
 KA1824;SPC IN W     - 1,492,833.69  2,888,557.00   sFT  0.99997138   -0 08 38.1
 KA1824;UTM  16      - 4,355,304.132   473,260.467   MT  0.99960880   -0 11 48.3
 KA1824
 KA1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1824!SPC IN W     -   0.99997659  x   0.99997138  =   0.99994797
 KA1824!UTM  16      -   0.99997659  x   0.99960880  =   0.99958540
 KA1824
 KA1824:                Primary Azimuth Mark                     Grid Az
 KA1824:SPC IN W     -  BEARD                                    085 18 16.6
 KA1824:UTM  16      -  BEARD                                    085 21 26.8
 KA1824
 KA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7326055304(NAD 83)
 KA1824
 KA1824|---------------------------------------------------------------------|
 KA1824| PID    Reference Object                     Distance      Geod. Az  |
 KA1824|                                                           dddmmss.s |
 KA1824| KA1823 BEARD                               APPROX. 0.7 KM 0850938.5 |
 KA1824|---------------------------------------------------------------------|
 KA1824
 KA1824                          SUPERSEDED SURVEY CONTROL
 KA1824
 KA1824  NAD 83(1986)-  39 20 48.34729(N)    087 18 37.14550(W) AD(       ) 2
 KA1824  NAD 27      -  39 20 48.20630(N)    087 18 37.07940(W) AD(       ) 2
 KA1824
 KA1824.Superseded values are not recommended for survey control.
 KA1824
 KA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1824.See file dsdata.pdf to determine how the superseded data were derived.
 KA1824
 KA1824_MARKER: DD = SURVEY DISK
 KA1824_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1824_STAMPING: 501
 KA1824_MARK LOGO: CGS+SS
 KA1824_PROJECTION: PROJECTING 18 CENTIMETERS
 KA1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1824
 KA1824  HISTORY     - Date     Condition        Report By
 KA1824  HISTORY     - 1934     MONUMENTED       INGS
 KA1824
 KA1824                          STATION DESCRIPTION
 KA1824
 KA1824'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1824'STATION IS ABOUT 10 MILES SOUTHEAST OF TERRE HAUTE, 0.4 MILE WEST OF
 KA1824'STATION BEARD VIA A GRAVELED ROAD, 43 FEET WEST OF APPROXIMATE
 KA1824'CENTERLINE OF STATE HIGHWAY 159, AND 18 FEET SOUTH OF APPROXIMATE
 KA1824'CENTERLINE OF GRAVELED ROAD. THE MARK PROJECTS 7 INCHES, AND
 KA1824'THE DISK IS STAMPED 501.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1825 ***********************************************************************
 KA1825  DESIGNATION -  NO 502
 KA1825  PID         -  KA1825
 KA1825  STATE/COUNTY-  IN/VIGO
 KA1825  COUNTRY     -  US
 KA1825  USGS QUAD   -  LEWIS (2019)
 KA1825
 KA1825                         *CURRENT SURVEY CONTROL
 KA1825  ______________________________________________________________________
 KA1825* NAD 83(1997) POSITION- 39 20 48.64557(N) 087 18 07.19066(W)   ADJUSTED
 KA1825* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 KA1825  ______________________________________________________________________
 KA1825  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 KA1825  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 KA1825  HORZ ORDER      -  SECOND
 KA1825
 KA1825.The horizontal coordinates were established by classical geodetic methods
 KA1825.and adjusted by the National Geodetic Survey in May 1999.
 KA1825
 KA1825.The orthometric height was scaled from a topographic map.
 KA1825
 KA1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1825.GEOID18 height accuracy estimate available here.
 KA1825
 KA1825.Click photographs - Photos may exist for this station.
 KA1825
 KA1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1825
 KA1825. The following values were computed from the NAD 83(1997) position.
 KA1825
 KA1825;                    North         East     Units Scale Factor Converg.
 KA1825;SPC IN W     -   455,024.236   881,151.365   MT  0.99997104   -0 08 19.1
 KA1825;SPC IN W     - 1,492,858.68  2,890,910.77   sFT  0.99997104   -0 08 19.1
 KA1825;UTM  16      - 4,355,311.085   473,977.644   MT  0.99960834   -0 11 29.3
 KA1825
 KA1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1825!SPC IN W     -   0.99997627  x   0.99997104  =   0.99994731
 KA1825!UTM  16      -   0.99997627  x   0.99960834  =   0.99958462
 KA1825
 KA1825:                Primary Azimuth Mark                     Grid Az
 KA1825:SPC IN W     -  NO 501                                   269 23 30.2
 KA1825:UTM  16      -  NO 501                                   269 26 40.4
 KA1825
 KA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7397755311(NAD 83)
 KA1825
 KA1825|---------------------------------------------------------------------|
 KA1825| PID    Reference Object                     Distance      Geod. Az  |
 KA1825|                                                           dddmmss.s |
 KA1825| KA1823 BEARD                                54.573 METERS 01536     |
 KA1825| KA1824 NO 501                              APPROX. 0.7 KM 2691511.1 |
 KA1825|---------------------------------------------------------------------|
 KA1825
 KA1825                          SUPERSEDED SURVEY CONTROL
 KA1825
 KA1825  NAD 83(1986)-  39 20 48.65182(N)    087 18 07.18387(W) AD(       ) 2
 KA1825  NAD 27      -  39 20 48.51060(N)    087 18 07.11870(W) AD(       ) 2
 KA1825
 KA1825.Superseded values are not recommended for survey control.
 KA1825
 KA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1825.See file dsdata.pdf to determine how the superseded data were derived.
 KA1825
 KA1825_MARKER: DD = SURVEY DISK
 KA1825_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1825_STAMPING: 502
 KA1825_MARK LOGO: CGS+SS
 KA1825_PROJECTION: PROJECTING 20 CENTIMETERS
 KA1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1825
 KA1825  HISTORY     - Date     Condition        Report By
 KA1825  HISTORY     - 1934     MONUMENTED       INGS
 KA1825
 KA1825                          STATION DESCRIPTION
 KA1825
 KA1825'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1825'THIS IS A TRAVERSE STATION
 KA1825'
 KA1825'STATION IS ABOUT 10 MILES SOUTHEAST OF TERRE HAUTE ON PROPERTY OF
 KA1825'FANNIE AND STEVE BEARD, 14 FEET NORTH OF APPROXIMATE
 KA1825'CENTERLINE OF GRAVEL ROAD, 13 FEET SOUTHWEST OF APPROXIMATE CENTER OF
 KA1825'GATE AND 54.573 METERS 179.04 FEET SOUTH-SOUTHWEST OF
 KA1825'TRIANGULATION STATION BEARD BY A TRAVERSE CONNECTION. THIS IS A
 KA1825'BRONZE DISK SET IN A SQUARE CONCRETE POST. THE MARK
 KA1825'PROJECTS 8 INCHES, AND THE DISK IS STAMPED 502.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2585 ***********************************************************************
 LB2585  DESIGNATION -  NO 604
 LB2585  PID         -  LB2585
 LB2585  STATE/COUNTY-  IN/TIPPECANOE
 LB2585  COUNTRY     -  US
 LB2585  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2585
 LB2585                         *CURRENT SURVEY CONTROL
 LB2585  ______________________________________________________________________
 LB2585* NAD 83(1997) POSITION- 40 24 53.86435(N) 086 52 10.67354(W)   ADJUSTED
 LB2585* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2585  ______________________________________________________________________
 LB2585  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 LB2585  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 LB2585  HORZ ORDER      -  SECOND
 LB2585
 LB2585.The horizontal coordinates were established by classical geodetic methods
 LB2585.and adjusted by the National Geodetic Survey in May 1999.
 LB2585
 LB2585.The orthometric height was scaled from a topographic map.
 LB2585
 LB2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2585.GEOID18 height accuracy estimate available here.
 LB2585
 LB2585.Click photographs - Photos may exist for this station.
 LB2585
 LB2585.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2585
 LB2585. The following values were computed from the NAD 83(1997) position.
 LB2585
 LB2585;                    North         East     Units Scale Factor Converg.
 LB2585;SPC IN W     -   573,614.874   918,137.279   MT  0.99997071   +0 08 18.8
 LB2585;SPC IN W     - 1,881,934.80  3,012,255.39   sFT  0.99997071   +0 08 18.8
 LB2585;UTM  16      - 4,473,823.791   511,060.560   MT  0.99960151   +0 05 04.3
 LB2585
 LB2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2585!SPC IN W     -   0.99997205  x   0.99997071  =   0.99994276
 LB2585!UTM  16      -   0.99997205  x   0.99960151  =   0.99957357
 LB2585
 LB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1106073823(NAD 83)
 LB2585
 LB2585                          SUPERSEDED SURVEY CONTROL
 LB2585
 LB2585  NAD 83(1986)-  40 24 53.87121(N)    086 52 10.68524(W) AD(       ) 2
 LB2585  NAD 27      -  40 24 53.75700(N)    086 52 10.64600(W) AD(       ) 2
 LB2585
 LB2585.Superseded values are not recommended for survey control.
 LB2585
 LB2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2585.See file dsdata.pdf to determine how the superseded data were derived.
 LB2585
 LB2585_MARKER: DD = SURVEY DISK
 LB2585_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2585_MARK LOGO: CGS+SS
 LB2585_PROJECTION: FLUSH
 LB2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2585
 LB2585  HISTORY     - Date     Condition        Report By
 LB2585  HISTORY     - 1934     MONUMENTED       INGS
 LB2585  HISTORY     - 1934     GOOD             CGS
 LB2585
 LB2585                          STATION DESCRIPTION
 LB2585
 LB2585'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LB2585'NE PART OF COLUMBIA PARK, APPROXIMATELY 81 FT. NORTHEAST OF A RACCON
 LB2585'DEN, 84 FT. SOUTHWEST OF SWIMMING POOL FENCE.  EXACTLY 14.5 FT. EAST
 LB2585'OF AN 8 INCH ELM TREE.  EXACTLY 25 FT. NORTHEAST OF A 12 INCH ELM
 LB2585'TREE.  33 FT. S. EAST OF NEAREST CORNER OF TOP LANDING OF CONCRETE
 LB2585'STEPS.
 LB2585
 LB2585                          STATION RECOVERY (1934)
 LB2585
 LB2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2585'THIS STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN THE
 LB2585'NORTHEASTERN PART OF COLUMBIA PARK, APPROXIMATELY 81 FEET NORTH OF THE
 LB2585'RACCOON DEN, 41 FEET EAST OF THE CENTERLINE OF A PARK DRIVE, 33 FEET
 LB2585'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOP LANDING OF CONCRETE STEPS
 LB2585'LEADING FROM THE DRIVE ONTO THE TERRACE, 112 FEET SOUTHWEST OF THE
 LB2585'NORTHWEST CORNER OF THE SWIMMING POOL, AND 130 FEET NORTHWEST OF THE
 LB2585'SOUTHWEST CORNER OF THE SWIMMING POOL.  IT IS A STANDARD CGS+SS
 LB2585'TRAVERSE STATION DISK SET IN TOP OF A 6 INCH SQUARE CONCRETE POST AND
 LB2585'IS FLUSH WITH THE SURFACE.
 LB2585'
 LB2585'THIS STATION WAS CONNECTED BY TRAVERSE TO TRIANGULATION STATION
 LB2585'LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1787 ***********************************************************************
 KA1787  DESIGNATION -  NO 610
 KA1787  PID         -  KA1787
 KA1787  STATE/COUNTY-  IN/VIGO
 KA1787  COUNTRY     -  US
 KA1787  USGS QUAD   -  STAUNTON (2019)
 KA1787
 KA1787                         *CURRENT SURVEY CONTROL
 KA1787  ______________________________________________________________________
 KA1787* NAD 83(1997) POSITION- 39 25 08.97321(N) 087 14 22.75354(W)   ADJUSTED
 KA1787* NAVD 88 ORTHO HEIGHT -   185.74  (+/-2cm)      609.4   (feet) VERTCON3
 KA1787  ______________________________________________________________________
 KA1787  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 KA1787  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 KA1787  HORZ ORDER      -  SECOND
 KA1787  VERT ORDER      -  THIRD ? (See Below)
 KA1787
 KA1787.The horizontal coordinates were established by classical geodetic methods
 KA1787.and adjusted by the National Geodetic Survey in May 1999.
 KA1787
 KA1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1787
 KA1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1787.GEOID18 height accuracy estimate available here.
 KA1787
 KA1787.The vertical order pertains to the NGVD 29 superseded value.
 KA1787
 KA1787.Click photographs - Photos may exist for this station.
 KA1787
 KA1787.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1787
 KA1787. The following values were computed from the NAD 83(1997) position.
 KA1787
 KA1787;                    North         East     Units Scale Factor Converg.
 KA1787;SPC IN W     -   463,041.242   886,539.228   MT  0.99996890   -0 05 57.3
 KA1787;SPC IN W     - 1,519,161.14  2,908,587.45   sFT  0.99996890   -0 05 57.3
 KA1787;UTM  16      - 4,363,320.206   479,370.945   MT  0.99960524   -0 09 07.8
 KA1787
 KA1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1787!SPC IN W     -   0.99997601  x   0.99996890  =   0.99994491
 KA1787!UTM  16      -   0.99997601  x   0.99960524  =   0.99958126
 KA1787
 KA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7937063320(NAD 83)
 KA1787
 KA1787                          SUPERSEDED SURVEY CONTROL
 KA1787
 KA1787  NAD 83(1986)-  39 25 08.97874(N)    087 14 22.74640(W) AD(       ) 2
 KA1787  NAD 27      -  39 25 08.84180(N)    087 14 22.68130(W) AD(       ) 2
 KA1787  NGVD 29             185.84   (m)          609.7    (f) LEVELING    3  
 KA1787
 KA1787.Superseded values are not recommended for survey control.
 KA1787
 KA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1787.See file dsdata.pdf to determine how the superseded data were derived.
 KA1787
 KA1787_MARKER: P = PIPE CAP
 KA1787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1787_STAMPING: 610
 KA1787_MARK LOGO: USGS
 KA1787_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1787
 KA1787  HISTORY     - Date     Condition        Report By
 KA1787  HISTORY     - UNK      MONUMENTED       USGS
 KA1787  HISTORY     - 1947     GOOD             CGS
 KA1787  HISTORY     - 1957     GOOD             CGS
 KA1787
 KA1787                          STATION DESCRIPTION
 KA1787
 KA1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1787'THIS IS A TRAVERSE STATION.
 KA1787'
 KA1787'STATION IS ABOUT 11 MILES SOUTHWEST OF BRAZIL, 9.5 MILES SOUTHEAST OF
 KA1787'TERRE HAUTE, IN THE NORTHWEST CORNER OF INTERSECTION OF
 KA1787'GRAVELED ROAD AND THE CLAY-VIGO COUNTY LINE ROAD, 0.15 MILE
 KA1787'SOUTH-SOUTHWEST OF RECTORS FARM HOUSE, 1 12 FEET WEST OF
 KA1787'APPROXIMATE CENTERLINE OF COUNTY LINE ROAD, 11 FEET NORTH OF
 KA1787'APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 193.242 METERS 633.99
 KA1787'FEET NORTHWEST OF TRIANGULATION STATION RECTOR BY A TRAVERSE
 KA1787'CONNECTION. THIS IS A BRONZE DISK SET IN A THREE-INCH, IRON
 KA1787'PIPE. THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED 610.
 KA1787'
 KA1787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 59 IN
 KA1787'BRAZIL, GO SOUTH ON HIGHWAY 59 FOR 10.1 MILES TO JUNCTION STATE
 KA1787'HIGHWAY 46. TURN RIGHT ON HIGHWAY 46 AND GO 6.9 MILES TO A GRAVELED
 KA1787'CROSS ROAD. TURN RIGHT AND GO 2 MILES TO STATION ON LEFT.
 KA1787
 KA1787                          STATION RECOVERY (1957)
 KA1787
 KA1787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1787'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1818 ***********************************************************************
 KA1818  DESIGNATION -  NO 619
 KA1818  PID         -  KA1818
 KA1818  STATE/COUNTY-  IN/VIGO
 KA1818  COUNTRY     -  US
 KA1818  USGS QUAD   -  SEELYVILLE (2019)
 KA1818
 KA1818                         *CURRENT SURVEY CONTROL
 KA1818  ______________________________________________________________________
 KA1818* NAD 83(1997) POSITION- 39 26 23.09695(N) 087 17 44.50683(W)   ADJUSTED
 KA1818* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 KA1818  ______________________________________________________________________
 KA1818  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KA1818  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 KA1818  HORZ ORDER      -  SECOND
 KA1818
 KA1818.The horizontal coordinates were established by classical geodetic methods
 KA1818.and adjusted by the National Geodetic Survey in May 1999.
 KA1818
 KA1818.The orthometric height was scaled from a topographic map.
 KA1818
 KA1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1818.GEOID18 height accuracy estimate available here.
 KA1818
 KA1818.Click photographs - Photos may exist for this station.
 KA1818
 KA1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1818
 KA1818. The following values were computed from the NAD 83(1997) position.
 KA1818
 KA1818;                    North         East     Units Scale Factor Converg.
 KA1818;SPC IN W     -   465,336.998   881,718.772   MT  0.99997078   -0 08 05.7
 KA1818;SPC IN W     - 1,526,693.13  2,892,772.34   sFT  0.99997078   -0 08 05.7
 KA1818;UTM  16      - 4,365,619.578   474,554.362   MT  0.99960797   -0 11 16.2
 KA1818
 KA1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1818!SPC IN W     -   0.99997724  x   0.99997078  =   0.99994802
 KA1818!UTM  16      -   0.99997724  x   0.99960797  =   0.99958522
 KA1818
 KA1818:                Primary Azimuth Mark                     Grid Az
 KA1818:SPC IN W     -  EVERSOLE AZ MK                           179 06 22.7
 KA1818:UTM  16      -  EVERSOLE AZ MK                           179 09 33.2
 KA1818
 KA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7455465619(NAD 83)
 KA1818
 KA1818|---------------------------------------------------------------------|
 KA1818| PID    Reference Object                     Distance      Geod. Az  |
 KA1818|                                                           dddmmss.s |
 KA1818| KA1820 EVERSOLE                             30.053 METERS 10538     |
 KA1818| KA1819 EVERSOLE AZ MK                      APPROX. 0.7 KM 1785817.0 |
 KA1818|---------------------------------------------------------------------|
 KA1818
 KA1818                          SUPERSEDED SURVEY CONTROL
 KA1818
 KA1818  NAD 83(1986)-  39 26 23.10277(N)    087 17 44.49928(W) AD(       ) 2
 KA1818  NAD 27      -  39 26 22.96930(N)    087 17 44.43470(W) AD(       ) 2
 KA1818
 KA1818.Superseded values are not recommended for survey control.
 KA1818
 KA1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1818.See file dsdata.pdf to determine how the superseded data were derived.
 KA1818
 KA1818_MARKER: DD = SURVEY DISK
 KA1818_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1818_STAMPING: 619
 KA1818_MARK LOGO: CGS+SS
 KA1818_PROJECTION: PROJECTING 8 CENTIMETERS
 KA1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1818
 KA1818  HISTORY     - Date     Condition        Report By
 KA1818  HISTORY     - 1934     MONUMENTED       INGS
 KA1818  HISTORY     - 1957     GOOD             INGS
 KA1818
 KA1818                          STATION DESCRIPTION
 KA1818
 KA1818'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 KA1818'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1818'TERRE HAUTE AND 3 MILES SOUTH OF GLENN. IT IS 146 FEET WEST OF
 KA1818'THE APPROXIMATE ENTRANCE TO MR. CHARLES EVERSOLES RESIDENCE, 20 FEET
 KA1818'WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND
 KA1818'11 FEET EAST OF A CULTIVATED FIELD. THE MARK PROJECTS 3 INCHES, AND
 KA1818'THE DISK IS A STANDARD BRONZE USC AND GS AND STATE SURVEY BM, STAMPED
 KA1818'619.
 KA1818'
 KA1818'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EVERSOLE TO
 KA1818'619 C.W.A. IT IS 30.053 METERS 98.60 FEET WEST-NORTHWEST OF
 KA1818'TRIANGULATION STATION EVERSOLE.
 KA1818'
 KA1818'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1818'GLENN, GO SOUTH ON A BLACK TOP ROAD FOR 1.8 MILES TO THE
 KA1818'JUNCTION OF STATE HIGHWAY 42 AND THE ABOVE MENTIONED BLACK TOP ROAD,
 KA1818'HERE CONTINUE SOUTHERLY ON A GRAVELED ROAD FOR 0.6 MILE TO THE
 KA1818'STATION ON THE RIGHT.
 KA1818'
 KA1818'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KA1818
 KA1818                          STATION RECOVERY (1957)
 KA1818
 KA1818'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1957 (JBW)
 KA1818'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTRAL PART OF
 KA1818'TERRE HAUTE AND 3 MILES SOUTH OF GLENN. IT IS 146 FEET SOUTH OF
 KA1818'THE APPROXIMATE ENTRANCE TO MR. CHARLES EVERSOLES RESIDENCE, 20 FEET
 KA1818'WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND
 KA1818'11 FEET EAST OF A CULTIVATED FIELD. THE MARK PROJECTS 3 INCHES, AND
 KA1818'THE DISK IS A STANDARD BRONZE USC AND GS AND STATE SURVEY BM, STAMPED
 KA1818'619.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2304 ***********************************************************************
 ME2304  DESIGNATION -  NOBLE
 ME2304  PID         -  ME2304
 ME2304  STATE/COUNTY-  IN/FULTON
 ME2304  COUNTRY     -  US
 ME2304  USGS QUAD   -  KEWANNA (2019)
 ME2304
 ME2304                         *CURRENT SURVEY CONTROL
 ME2304  ______________________________________________________________________
 ME2304* NAD 83(1997) POSITION- 41 00 40.31132(N) 086 24 32.41344(W)   ADJUSTED
 ME2304* NAVD 88 ORTHO HEIGHT -   240.57  (+/-2cm)      789.3   (feet) VERTCON3
 ME2304  ______________________________________________________________________
 ME2304  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 ME2304  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 ME2304  HORZ ORDER      -  SECOND
 ME2304  VERT ORDER      -  THIRD ? (See Below)
 ME2304
 ME2304.The horizontal coordinates were established by classical geodetic methods
 ME2304.and adjusted by the National Geodetic Survey in May 1999.
 ME2304
 ME2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2304
 ME2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2304.GEOID18 height accuracy estimate available here.
 ME2304
 ME2304.The vertical order pertains to the NGVD 29 superseded value.
 ME2304
 ME2304.Click photographs - Photos may exist for this station.
 ME2304
 ME2304.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2304
 ME2304. The following values were computed from the NAD 83(1997) position.
 ME2304
 ME2304;                    North         East     Units Scale Factor Converg.
 ME2304;SPC IN E     -   640,067.149    37,555.740   MT  1.00001464   -0 29 13.7
 ME2304;SPC IN E     - 2,099,953.64    123,214.12   sFT  1.00001464   -0 29 13.7
 ME2304;SPC IN W     -   640,020.737   956,723.537   MT  1.00000625   +0 26 33.0
 ME2304;SPC IN W     - 2,099,801.37  3,138,850.47   sFT  1.00000625   +0 26 33.0
 ME2304;UTM  16      - 4,540,168.290   549,695.402   MT  0.99963039   +0 23 16.2
 ME2304
 ME2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2304!SPC IN E     -   0.99996754  x   1.00001464  =   0.99998218
 ME2304!SPC IN W     -   0.99996754  x   1.00000625  =   0.99997379
 ME2304!UTM  16      -   0.99996754  x   0.99963039  =   0.99959794
 ME2304
 ME2304:                Primary Azimuth Mark                     Grid Az
 ME2304:SPC IN E     -  NEWTON                                   167 56 11.0
 ME2304:SPC IN W     -  NEWTON                                   167 00 24.3
 ME2304:UTM  16      -  NEWTON                                   167 03 41.1
 ME2304
 ME2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4969540168(NAD 83)
 ME2304
 ME2304|---------------------------------------------------------------------|
 ME2304| PID    Reference Object                     Distance      Geod. Az  |
 ME2304|                                                           dddmmss.s |
 ME2304| LB2444 NEWTON                              APPROX. 1.6 KM 1672657.3 |
 ME2304| CM3239 NOBLE RM                              7.100 METERS 32023     |
 ME2304| ME2305 KEWANNA BAPTIST CHURCH SPIRE        APPROX. 0.8 KM 3554524.6 |
 ME2304|---------------------------------------------------------------------|
 ME2304
 ME2304                          SUPERSEDED SURVEY CONTROL
 ME2304
 ME2304  NAD 83(1986)-  41 00 40.30733(N)    086 24 32.42006(W) AD(       ) 2
 ME2304  NAD 27      -  41 00 40.16890(N)    086 24 32.40410(W) AD(       ) 2
 ME2304  USSD        -  41 00 40.18800(N)    086 24 32.26300(W) AD(       ) 3
 ME2304  NGVD 29             240.69   (m)          789.7    (f) LEVELING    3  
 ME2304
 ME2304.Superseded values are not recommended for survey control.
 ME2304
 ME2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2304.See file dsdata.pdf to determine how the superseded data were derived.
 ME2304
 ME2304_MARKER: DS = TRIANGULATION STATION DISK
 ME2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2304_STAMPING: NOBLE 1920
 ME2304_MARK LOGO: CGS
 ME2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2304+STABILITY: SURFACE MOTION
 ME2304
 ME2304  HISTORY     - Date     Condition        Report By
 ME2304  HISTORY     - 1920     MONUMENTED       CGS
 ME2304
 ME2304                          STATION DESCRIPTION
 ME2304
 ME2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2304'ABOUT THREE-FOURTHS
 ME2304'MILE S OF KEWANNA,
 ME2304'ON THE W SIDE OF THE TRACK, ONE-HALF MILE N OF
 ME2304'MILEPOST T.H. 134, ON N END OF FIRST
 ME2304'CUT S OF KEWANNA, 200 YARDS S
 ME2304'OF SWITCH SIGNAL, 10.07 METERS (33.03 FEET) W OF THE W
 ME2304'AND NEAREST
 ME2304'RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 ME2304'TABLETS SET IN
 ME2304'CONCRETE.  THE
 ME2304'REFERENCE MARK IS ON THE SAME
 ME2304'SIDE OF THE TRACK NEAR THE FENCE LINE,
 ME2304'7.100 METERS (23.30 FEET) FROM THE STATION N 39 DEG 37 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1618 ***********************************************************************
 MD1618  DESIGNATION -  NOBLE
 MD1618  PID         -  MD1618
 MD1618  STATE/COUNTY-  IN/NOBLE
 MD1618  COUNTRY     -  US
 MD1618  USGS QUAD   -  MERRIAM (2019)
 MD1618
 MD1618                         *CURRENT SURVEY CONTROL
 MD1618  ______________________________________________________________________
 MD1618* NAD 83(1997) POSITION- 41 16 27.89962(N) 085 24 46.92488(W)   ADJUSTED
 MD1618* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 MD1618  ______________________________________________________________________
 MD1618  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 MD1618  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 MD1618  HORZ ORDER      -  SECOND
 MD1618
 MD1618.The horizontal coordinates were established by classical geodetic methods
 MD1618.and adjusted by the National Geodetic Survey in May 1999.
 MD1618
 MD1618.The orthometric height was scaled from a topographic map.
 MD1618
 MD1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1618.GEOID18 height accuracy estimate available here.
 MD1618
 MD1618.Click photographs - Photos may exist for this station.
 MD1618
 MD1618.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1618
 MD1618. The following values were computed from the NAD 83(1997) position.
 MD1618
 MD1618;                    North         East     Units Scale Factor Converg.
 MD1618;SPC IN E     -   669,063.967   121,249.923   MT  0.99997222   +0 10 02.3
 MD1618;SPC IN E     - 2,195,087.37    397,800.79   sFT  0.99997222   +0 10 02.3
 MD1618;UTM  16      - 4,570,435.046   632,913.363   MT  0.99981742   +1 02 49.3
 MD1618
 MD1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1618!SPC IN E     -   0.99995782  x   0.99997222  =   0.99993004
 MD1618!UTM  16      -   0.99995782  x   0.99981742  =   0.99977525
 MD1618
 MD1618:                Primary Azimuth Mark                     Grid Az
 MD1618:SPC IN E     -  NOBLE AZ MK                              305 35 16.7
 MD1618:UTM  16      -  NOBLE AZ MK                              304 42 29.7
 MD1618
 MD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3291370435(NAD 83)
 MD1618
 MD1618|---------------------------------------------------------------------|
 MD1618| PID    Reference Object                     Distance      Geod. Az  |
 MD1618|                                                           dddmmss.s |
 MD1618| CC9061 NOBLE RM 1                           30.251 METERS 20531     |
 MD1618| CC9060 NOBLE AZ MK                                        3054519.0 |
 MD1618| MD0939 D 165                                34.951 METERS 34839     |
 MD1618|---------------------------------------------------------------------|
 MD1618
 MD1618                          SUPERSEDED SURVEY CONTROL
 MD1618
 MD1618  NAD 83(1995)-  41 16 27.89901(N)    085 24 46.93217(W) AD(       ) 2
 MD1618  NAD 83(1986)-  41 16 27.89858(N)    085 24 46.93686(W) AD(       ) 2
 MD1618  NAD 27      -  41 16 27.72780(N)    085 24 47.01710(W) AD(       ) 2
 MD1618
 MD1618.Superseded values are not recommended for survey control.
 MD1618
 MD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1618.See file dsdata.pdf to determine how the superseded data were derived.
 MD1618
 MD1618_MARKER: DS = TRIANGULATION STATION DISK
 MD1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1618_STAMPING: NOBLE 1946
 MD1618_MARK LOGO: CGS
 MD1618_PROJECTION: FLUSH
 MD1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1618+STABILITY: SURFACE MOTION
 MD1618
 MD1618  HISTORY     - Date     Condition        Report By
 MD1618  HISTORY     - 1946     MONUMENTED       CGS
 MD1618  HISTORY     - 1963     GOOD             CGS
 MD1618
 MD1618                          STATION DESCRIPTION
 MD1618
 MD1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1618'THIS STATION IS LOCATED ALONG U.S. HIGHWAY 33, ABOUT 1-1/2 MILES
 MD1618'SOUTHEAST OF THE TOWN OF MERRIAM.  IT IS 59 FEET SOUTHWEST OF THE
 MD1618'CENTERLINE OF HIGHWAY 33, 17 FEET WEST OF A FENCELINE AND 33 FEET
 MD1618'SOUTHWEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1618'NOBLE 1946.
 MD1618'
 MD1618'THE AZIMUTH MARK IS 0.26 MILE NORTHWEST OF THE STATION.  IT IS 26 FEET
 MD1618'EAST OF THE CENTERLINE OF A GRADED ROAD, 1 FOOT SOUTHWEST OF A
 MD1618'FENCELINE AND 3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH
 MD1618'AND THE DISK IS STAMPED NOBLE 1946.
 MD1618'
 MD1618'D-165 1946 (USC AND GS) IS 114.87 FEET NORTH OF THE STATION.  IT IS 25
 MD1618'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 33 AND 3 FEET SOUTHWEST OF
 MD1618'A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED D 165
 MD1618'1946.
 MD1618'
 MD1618'REFERENCE MARK NO. 1 IS 99.26 FEET SOUTHWEST OF THE STATION.  IT IS 1
 MD1618'FOOT NORTHWEST OF A FENCELINE AND 13 FEET NORTHEAST OF THE NORTHEAST
 MD1618'CORNER OF A SHED.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MD1618'NOBLE NO 1 1946.
 MD1618'
 MD1618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1618'HIGHWAY 9 IN THE TOWN OF MERRIAM, GO SOUTHEAST ON U.S. HIGHWAY 33 FOR
 MD1618'1.4 MILES TO FARM AT RIGHT AT TOP OF GRADE AND STATION IN BARNYARD ON
 MD1618'RIGHT AS DESCRIBED.
 MD1618'
 MD1618'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST ON HIGHWAY 33 FOR
 MD1618'0.25 MILE TO T ROAD RIGHT AND STATION ON RIGHT AS DESCRIBED.
 MD1618'
 MD1618'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1618
 MD1618                          STATION RECOVERY (1963)
 MD1618
 MD1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1618'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1618'DESCRIBED, EXCEPT THAT ONLY ONE ANGLE (AZ. MK. TO D 165) CHECKS THE
 MD1618'ACTUAL IN THE LIST OF DIRECTIONS ON THE ORIGINAL DESCRIPTION.  AZIMUTH
 MD1618'TO SAID TWO EVIDENTLY CORRECT.  AZIMUTH TO RM CORRECTED BELOW.
 MD1618'
 MD1618'ABOUT 6.1 MILES NWLY ALONG NO. 33 U.S. HWY. FROM ITS INTERSECTION WITH
 MD1618'NO. 205 IND.  HWY. IN CHURUBUSCO OR 1.5 MILES SELY ALONG SAME FROM ITS
 MD1618'INTERSECTION WITH NO. 9 INDIANA AT MERRIAM, AN ESTIMATED 30 YARDS NW
 MD1618'OF NW SIDE OF HOUSE WHICH IS ON HIGHEST POINT IN THE VICINITY, 59.3
 MD1618'FEET SW OF CENTER LINE OF 22-FOOT ASPHALT HWY., 1.2 FEET LOWER THAN
 MD1618'SAME, 16.3 FEET NORTHWEST OF GARDEN FENCE, 33.3 FEET SOUTHWEST OF ROW,
 MD1618'24.5 FEET WEST OF CENTER OF CREOSOTED POWER POLE, 1A MARK STAMPED
 MD1618'NOBLE 1946 1963 A FOOT UNDERGROUND AND A 7A MARK STAMPED NOBLE 1946
 MD1618'ABOUT 2-1/2 FEET UNDERGROUND.
 MD1618'
 MD1618'BENCH MARK STAMPED D 165 1946, PROJECTS 0.2 FOOT, IS 114.67 FEET OR
 MD1618'34.951 METERS N IN AZIMUTH 168 DEG 39 MIN 36 SEC FROM THE STATION, 162
 MD1618'FEET NW OF PLANE OF NW WALL OF HOUSE ON TOP OF HILL, 25 FEET NE OF
 MD1618'CENTER LINE OF HWY., 1.8 FEET LOWER THAN SAME.
 MD1618'
 MD1618'REFERENCE STAMPED NOBLE NO 1 1946, NOTE 11A, FLUSH, IS 99.25 FEET OR
 MD1618'30.251 METERS SSW IN AZIMUTH 20 DEG 31 MIN 52 SEC FROM STATION, 25.5
 MD1618'FEET WSW OF CONC. FOUNDATION OF 15- BY 30- FOOT OUTBUILDING, AND 3
 MD1618'FEET SW OF PROJECTED PLANE OF SW WALL OF SAME.
 MD1618'
 MD1618'AZIMUTH STAMPED NOBLE 1946, NOTE 16A, FLUSH, IS ABOUT 0.25 MILE NW IN
 MD1618'125 DEG 46 MIN 01.0 SEC IN AZIMUTH FROM STATION, 32 FEET E OF CENTER
 MD1618'LINE OF PRIVATE ROAD, 25 FEET NE OF CENTER LINE OF HWY., 2.4 FEET
 MD1618'HIGHER THAN SAME, 1.7 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2360 ***********************************************************************
 LA2360  DESIGNATION -  NOBLE
 LA2360  PID         -  LA2360
 LA2360  STATE/COUNTY-  IN/JAY
 LA2360  COUNTRY     -  US
 LA2360  USGS QUAD   -  PORTLAND (2019)
 LA2360
 LA2360                         *CURRENT SURVEY CONTROL
 LA2360  ______________________________________________________________________
 LA2360* NAD 83(1997) POSITION- 40 29 03.19830(N) 084 52 35.87529(W)   ADJUSTED
 LA2360* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 LA2360  ______________________________________________________________________
 LA2360  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 LA2360  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 LA2360  HORZ ORDER      -  SECOND
 LA2360
 LA2360.The horizontal coordinates were established by classical geodetic methods
 LA2360.and adjusted by the National Geodetic Survey in May 1999.
 LA2360
 LA2360.The orthometric height was scaled from a topographic map.
 LA2360
 LA2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2360.GEOID18 height accuracy estimate available here.
 LA2360
 LA2360.Click photographs - Photos may exist for this station.
 LA2360
 LA2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2360
 LA2360. The following values were computed from the NAD 83(1997) position.
 LA2360
 LA2360;                    North         East     Units Scale Factor Converg.
 LA2360;SPC IN E     -   581,583.317   166,983.262   MT  1.00002187   +0 30 46.6
 LA2360;SPC IN E     - 1,908,077.93    547,844.25   sFT  1.00002187   +0 30 46.6
 LA2360;SPC OH N     -    93,532.239   398,517.851   MT  0.99999064   -1 33 40.8
 LA2360;SPC OH N     -   306,863.69  1,307,470.65   sFT  0.99999064   -1 33 40.8
 LA2360;UTM  16      - 4,483,668.983   679,969.855   MT  0.99999870   +1 22 44.2
 LA2360
 LA2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2360!SPC IN E     -   0.99996199  x   1.00002187  =   0.99998385
 LA2360!SPC OH N     -   0.99996199  x   0.99999064  =   0.99995263
 LA2360!UTM  16      -   0.99996199  x   0.99999870  =   0.99996069
 LA2360
 LA2360:                Primary Azimuth Mark                     Grid Az
 LA2360:SPC IN E     -  NOBLE AZ MK                              088 47 40.6
 LA2360:SPC OH N     -  NOBLE AZ MK                              090 52 08.0
 LA2360:UTM  16      -  NOBLE AZ MK                              087 55 43.0
 LA2360
 LA2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7996983668(NAD 83)
 LA2360
 LA2360|---------------------------------------------------------------------|
 LA2360| PID    Reference Object                     Distance      Geod. Az  |
 LA2360|                                                           dddmmss.s |
 LA2360| LA2379 DICK CATHOLIC CHURCH STEEPLE        APPROX. 7.0 KM 0240222.9 |
 LA2360| CE6317 NOBLE AZ MK                                        0891827.2 |
 LA2360| CE6318 NOBLE RM 1                           29.880 METERS 14516     |
 LA2360| CE6319 NOBLE RM 2                           30.303 METERS 21625     |
 LA2360|---------------------------------------------------------------------|
 LA2360
 LA2360                          SUPERSEDED SURVEY CONTROL
 LA2360
 LA2360  NAD 83(1995)-  40 29 03.19806(N)    084 52 35.87633(W) AD(       ) 2
 LA2360  NAD 83(1986)-  40 29 03.20244(N)    084 52 35.89200(W) AD(       ) 2
 LA2360  NAD 27      -  40 29 03.03550(N)    084 52 36.01290(W) AD(       ) 2
 LA2360
 LA2360.Superseded values are not recommended for survey control.
 LA2360
 LA2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2360.See file dsdata.pdf to determine how the superseded data were derived.
 LA2360
 LA2360_MARKER: DS = TRIANGULATION STATION DISK
 LA2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2360_STAMPING: NOBLE 1955
 LA2360_MARK LOGO: CGS
 LA2360_PROJECTION: RECESSED 30 CENTIMETERS
 LA2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2360+STABILITY: SURFACE MOTION
 LA2360
 LA2360  HISTORY     - Date     Condition        Report By
 LA2360  HISTORY     - 1955     MONUMENTED       CGS
 LA2360  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2360
 LA2360                          STATION DESCRIPTION
 LA2360
 LA2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2360'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF PORTLAND, ON LAND
 LA2360'OWNED BY MR.  BAIRD.  IT IS 63
 LA2360'FEET NORTH OF THE CENTER OF STATE HIGHWAY 22 AND 32.2 FEET NORTHEAST
 LA2360'OF A TRANSFORMER POLE.
 LA2360'
 LA2360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 67
 LA2360'AND U.S. HIGHWAY 27 AT THE NORTH
 LA2360'EDGE OF PORTLAND, GO NORTH ON HIGHWAY 27 FOR 3 MILES TO STATE HIGHWAY
 LA2360'22, TURN RIGHT AND GO EAST ON
 LA2360'HIGHWAY 22 FOR 5.6 MILES TO A FARMHOUSE ON THE RIGHT AND
 LA2360'THE STATION ON THE LEFT, CONTINUE EAST ON THE
 LA2360'HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK
 LA2360'ON THE LEFT.
 LA2360'
 LA2360'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA2360'THE DISK IS STAMPED NOBLE 1955.
 LA2360'
 LA2360'REFERENCE MARK 1 IS 17 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE
 LA2360'MARK PROJECTS 3 INCHES, AND THE
 LA2360'DISK IS STAMPED NOBLE NO 1 1955.
 LA2360'
 LA2360'REFERENCE MARK 2 IS 3 FEET WEST OF A FENCE CORNER AND 15 FEET SOUTH
 LA2360'OF THE CENTER OF THE HIGHWAY.
 LA2360'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED NOBLE NO 2 1955.
 LA2360'
 LA2360'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY, 9
 LA2360'FEET NORTH OF A 4 BY 4 IN.
 LA2360'WHITE WITNESS POST, 8 FEET NORTH OF A FENCE CORNER AND 7 FEET SOUTH
 LA2360'OF A TRANSFORMER POLE.  THE MARK
 LA2360'PROJECTS 4 INCHES, AND THE DISK IS STAMPED NOBLE 1955.
 LA2360'
 LA2360'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2360
 LA2360                          STATION RECOVERY (1960)
 LA2360
 LA2360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2360'STATION NOT RECOVERED.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 LA2360'CONDITION.
 LA2360'
 LA2360'THE STATION WAS DUG FOR IN A CULTIVATED FIELD AND COULD NOT BE
 LA2360'FOUND.  IT IS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN2109 ***********************************************************************
 DN2109  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN2109  DESIGNATION -  NOBLE COUNTY IN CORS ARP
 DN2109  CORS_ID     -  INNC
 DN2109  PID         -  DN2109
 DN2109  STATE/COUNTY-  IN/NOBLE
 DN2109  COUNTRY     -  US
 DN2109  USGS QUAD   -  ALBION (2019)
 DN2109
 DN2109                         *CURRENT SURVEY CONTROL
 DN2109  ______________________________________________________________________
 DN2109* NAD 83(2011) POSITION- 41 22 59.52541(N) 085 25 23.09075(W)   ADJUSTED
 DN2109* NAD 83(2011) ELLIP HT-   264.072 (meters)        (04/??/25)   ADJUSTED
 DN2109* NAD 83(2011) EPOCH   -  2010.00
 DN2109  ______________________________________________________________________
 DN2109  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 DN2109  NAD 83(2011) X  -    382,449.831 (meters)                     COMP
 DN2109  NAD 83(2011) Y  - -4,777,478.139 (meters)                     COMP
 DN2109  NAD 83(2011) Z  -  4,194,622.681 (meters)                     COMP
 DN2109
 DN2109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN2109  Standards:
 DN2109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN2109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN2109  -------------------------------------------------------------------
 DN2109  NETWORK    0.05   0.08           0.02   0.02   0.04     -0.28465600
 DN2109  -------------------------------------------------------------------
 DN2109
 DN2109.The coordinates were established by GPS observations
 DN2109.and adjusted by the National Geodetic Survey in April 2025.
 DN2109
 DN2109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN2109.been affixed to the stable North American Tectonic Plate. 
 DN2109
 DN2109.The coordinates are valid at the epoch date displayed above
 DN2109.which is a decimal equivalence of Year/Month/Day.
 DN2109
 DN2109.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DN2109.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DN2109.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DN2109.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DN2109.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DN2109.published epoch of 2010.00.
 DN2109
 DN2109.Additional information on MYCS is available at:
 DN2109.https://geodesy.noaa.gov/CORS/index.shtml
 DN2109
 DN2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2109.GEOID18 height accuracy estimate available here.
 DN2109
 DN2109.The PID for the CORS L1 Phase Center is DN2110.
 DN2109
 DN2109.Click photographs - Photos may exist for this station.
 DN2109
 DN2109.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN2109
 DN2109.The ellipsoidal height was determined by GPS observations
 DN2109.and is referenced to NAD 83.
 DN2109
 DN2109. The following values were computed from the NAD 83(2011) position.
 DN2109
 DN2109;                    North         East     Units Scale Factor Converg.
 DN2109;SPC IN E     -   681,142.854   120,374.319   MT  0.99997177   +0 09 39.7
 DN2109;SPC IN E     - 2,234,716.18    394,928.08   sFT  0.99997177   +0 09 39.7
 DN2109;UTM  16      - 4,582,497.163   631,852.378   MT  0.99981395   +1 02 33.5
 DN2109
 DN2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN2109!SPC IN E     -   0.99995858  x   0.99997177  =   0.99993035
 DN2109!UTM  16      -   0.99995858  x   0.99981395  =   0.99977254
 DN2109
 DN2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3185282497(NAD 83)
 DN2109
 DN2109                          SUPERSEDED SURVEY CONTROL
 DN2109
 DN2109  NAD 83(2011)-  41 22 59.52553(N)    085 25 23.09067(W) AD(2010.00) c
 DN2109  ELLIP H (06/??/19)  264.072  (m)                       GP(2010.00) c c
 DN2109  NAD 83(2011)-  41 22 59.52563(N)    085 25 23.09057(W) AD(2010.00) c
 DN2109  ELLIP H (12/??/11)  264.064  (m)                       GP(2010.00) c c
 DN2109  NAD 83(CORS)-  41 22 59.52567(N)    085 25 23.09132(W) AD(2002.00) c
 DN2109  ELLIP H (08/??/11)  264.072  (m)                       GP(2002.00) c c
 DN2109
 DN2109.Superseded values are not recommended for survey control.
 DN2109
 DN2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN2109.See file dsdata.pdf to determine how the superseded data were derived.
 DN2109
 DN2109_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN2109
 DN2109                          STATION DESCRIPTION
 DN2109
 DN2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DN2109'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DN2109'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DN2109'AND LOG FILES ACCESSIBLE AT:
 DN2109'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2480 ***********************************************************************
 LB2480  DESIGNATION -  NORMANDA
 LB2480  PID         -  LB2480
 LB2480  STATE/COUNTY-  IN/TIPTON
 LB2480  COUNTRY     -  US
 LB2480  USGS QUAD   -  KEMPTON (2019)
 LB2480
 LB2480                         *CURRENT SURVEY CONTROL
 LB2480  ______________________________________________________________________
 LB2480* NAD 83(1997) POSITION- 40 18 07.67960(N) 086 09 56.20350(W)   ADJUSTED
 LB2480* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 LB2480  ______________________________________________________________________
 LB2480  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 LB2480  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LB2480  HORZ ORDER      -  FIRST
 LB2480
 LB2480.The horizontal coordinates were established by classical geodetic methods
 LB2480.and adjusted by the National Geodetic Survey in May 1999.
 LB2480
 LB2480.The orthometric height was scaled from a topographic map.
 LB2480
 LB2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2480.GEOID18 height accuracy estimate available here.
 LB2480
 LB2480.Click photographs - Photos may exist for this station.
 LB2480
 LB2480.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2480
 LB2480. The following values were computed from the NAD 83(1997) position.
 LB2480
 LB2480;                    North         East     Units Scale Factor Converg.
 LB2480;SPC IN E     -   561,184.110    57,582.828   MT  0.99998881   -0 19 21.8
 LB2480;SPC IN E     - 1,841,151.53    188,919.66   sFT  0.99998881   -0 19 21.8
 LB2480;SPC IN W     -   561,468.816   978,019.224   MT  1.00004157   +0 35 37.1
 LB2480;SPC IN W     - 1,842,085.61  3,208,718.07   sFT  1.00004157   +0 35 37.1
 LB2480;UTM  16      - 4,461,625.903   570,908.620   MT  0.99966189   +0 32 23.0
 LB2480
 LB2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2480!SPC IN E     -   0.99996117  x   0.99998881  =   0.99994998
 LB2480!SPC IN W     -   0.99996117  x   1.00004157  =   1.00000274
 LB2480!UTM  16      -   0.99996117  x   0.99966189  =   0.99962308
 LB2480
 LB2480:                Primary Azimuth Mark                     Grid Az
 LB2480:SPC IN E     -  NORMANDA AZ MK                           170 14 19.5
 LB2480:SPC IN W     -  NORMANDA AZ MK                           169 19 20.6
 LB2480:UTM  16      -  NORMANDA AZ MK                           169 22 34.7
 LB2480
 LB2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7090861625(NAD 83)
 LB2480
 LB2480|---------------------------------------------------------------------|
 LB2480| PID    Reference Object                     Distance      Geod. Az  |
 LB2480|                                                           dddmmss.s |
 LB2480| CC9064 NORMANDA RM 1                        31.340 METERS 02112     |
 LB2480| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX.18.9 KM 1395915.9 |
 LB2480| CC9065 NORMANDA RM 3                        15.613 METERS 15511     |
 LB2480| CC9063 NORMANDA AZ MK                                     1695457.7 |
 LB2480| LB2521 WILSON MILK STK NEAR SHERIDAN       APPROX.19.5 KM 1925705.6 |
 LB2480| LB2479 NORMANDA RM 2                        26.189 METERS 23912     |
 LB2480|---------------------------------------------------------------------|
 LB2480
 LB2480                          SUPERSEDED SURVEY CONTROL
 LB2480
 LB2480  NAD 83(1986)-  40 18 07.68412(N)    086 09 56.21711(W) AD(       ) 1
 LB2480  NAD 27      -  40 18 07.55100(N)    086 09 56.24000(W) AD(       ) 1
 LB2480
 LB2480.Superseded values are not recommended for survey control.
 LB2480
 LB2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2480.See file dsdata.pdf to determine how the superseded data were derived.
 LB2480
 LB2480_MARKER: DS = TRIANGULATION STATION DISK
 LB2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2480_STAMPING: NORMANDA 1934
 LB2480_MARK LOGO: CGS
 LB2480_PROJECTION: FLUSH
 LB2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2480+STABILITY: SURFACE MOTION
 LB2480
 LB2480  HISTORY     - Date     Condition        Report By
 LB2480  HISTORY     - 1934     MONUMENTED       CGS
 LB2480  HISTORY     - 1948     GOOD             CGS
 LB2480  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LB2480  HISTORY     - 1970     GOOD             NGS
 LB2480
 LB2480                          STATION DESCRIPTION
 LB2480
 LB2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2480'ABOUT 1 MILE NORTH AND 0.8 MILE WEST OF GOLDSMITH, IN THE VILLAGE OF
 LB2480'NORMANDA IN THE SOUTHWEST CORNER OF THE NORMANDA CHRISTIAN CHURCH
 LB2480'YARD, 11 PACES EAST OF THE WEST PROPERTY LINE, 118 FEET
 LB2480'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 45 FEET NORTH
 LB2480'OF THE EAST-WEST FENCE LINE, 118 FEET SOUTH OF THE CENTER LINE OF
 LB2480'THE GRAVEL ROAD, ABOUT 50 YARDS SOUTHEAST OF A HOUSE, AND IS
 LB2480'FLUSH WITH THE SURFACE.
 LB2480'
 LB2480'TO REACH FROM GOLDSMITH, GO NORTH FOR 1 MILE TO A T-INTERSECTION,
 LB2480'HERE TURN WEST AND FOLLOW SECTION LINE ROAD FOR 0.8 MILE TO THE
 LB2480'CHURCH AND STATION SITE.
 LB2480'
 LB2480'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LB2480'CONCRETE.
 LB2480'
 LB2480'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 24-1/2 FEET
 LB2480'SOUTH OF THE CENTER LINE OF THE ROAD, 84 FEET NORTHWEST OF THE
 LB2480'NORTHWEST CORNER OF THE CHURCH AND IS FLUSH WITH THE SURFACE.
 LB2480'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 1 FOOT NORTH OF
 LB2480'THE FENCE LINE, 11-1/2 FEET EAST OF THE FENCE CORNER, 35 FEET SOUTH
 LB2480'OF THE GARAGE AND IS FLUSH WITH THE SURFACE.  178.55 FEET BETWEEN THE
 LB2480'REFERENCE MARKS.
 LB2480'
 LB2480'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 0.25 MILE SOUTH OF
 LB2480'THE ROAD INTERSECTION AT THE CHURCH, 15 FEET WEST OF THE CENTER LINE
 LB2480'OF THE SECTION LINE ROAD, 5 FEET NORTH OF CONCRETE FENCE POST, 0.5
 LB2480'FEET EAST OF THE FENCE LINE ALONG THE WEST RIGHT-OF-WAY AND
 LB2480'PROJECTS 6 INCHES.  TO REACH AZIMUTH GO EAST FROM THE STATION
 LB2480'ABOUT 50 YARDS, THENCE SOUTH 0.25 MILES TO THE MARK.
 LB2480
 LB2480                          STATION RECOVERY (1948)
 LB2480
 LB2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2480'RECOVERED AS DESCRIBED.
 LB2480
 LB2480                          STATION RECOVERY (1954)
 LB2480
 LB2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JMN)
 LB2480'STATION, AZIMUTH MARK AND R. M. NO. 2 WERE RECOVERED IN GOOD
 LB2480'CONDITION.  R. M. NO. 1 HAD EVIDENTLY BEEN DESTROYED BY NEW
 LB2480'CONSTRUCTION AND WAS NOT RECOVERED.  THE DISTANCE TO R. M. NO. 2
 LB2480'WAS CHECKED AND FOUND CORRECT.  THE DIRECTION FROM THE AZIMUTH MARK
 LB2480'TO R. M. NO. 2 CHECKED.  TOWER WAS NOT BUILT OVER THE STATION AT
 LB2480'THE REQUEST OF THE RECTOR AND R. M. NO. 2 WAS OCCUPIED AS A
 LB2480'STATION.  A NEW DESCRIPTION FOLLOWS--
 LB2480'
 LB2480'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF GOLDSMITH, IN THE
 LB2480'VILLAGE OF NORMANDA, ON THE RECTORY GROUNDS OF THE NORMANDA
 LB2480'CHRISTIAN CHURCH.  IT IS 41 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LB2480'AND 35 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE RECTORY HOUSE
 LB2480'AND 24 FEET WEST OF THE SOUTHWEST CORNER OF THE RECTORY GARAGE.
 LB2480'THE MARK IS ABOUT 3 INCHES BELOW GROUND AND THE DISK IS STAMPED
 LB2480'NORMANDA 1934.
 LB2480'
 LB2480'REFERENCE MARK NO. 2 IS 85.92 FEET SOUTHWEST OF THE STATION, 87 FEET
 LB2480'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RECTORY HOUSE, 29 FEET
 LB2480'SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 15 FEET NORTHEAST OF
 LB2480'A WHITE WITNESS POST AND 13 FEET EAST OF A FENCE.  THE MARK IS FLUSH
 LB2480'AND THE DISK IS STAMPED NORMANDA NO 2 1934.
 LB2480'
 LB2480'REFERENCE MARK NO. 3 IS 51.19 FEET SOUTH OF THE STATION, 104 FEET
 LB2480'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 77 FEET SOUTH OF
 LB2480'THE SOUTHEAST CORNER OF THE RECTORY HOUSE, 39 FEET SOUTHWEST OF AN
 LB2480'18 INCH CATALPA TREE AND 3 FEET NORTH OF A GARDEN FENCE LINE.  THE
 LB2480'MARK IS ABOUT 3 INCHES BELOW GROUND AND THE DISK IS STAMPED
 LB2480'NORMANDA NO 3 1934.
 LB2480'
 LB2480'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION, 15 FEET
 LB2480'WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET NORTH OF A CONCRETE FENCE
 LB2480'POST, 1 FOOT NORTH OF A WHITE WITNESS POST AND 0.5 FEET EAST OF A
 LB2480'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB2480'NORMANDA AZIMUTH 1934.
 LB2480'
 LB2480'TO REACH THE STATION FROM THE RAILROAD CROSSING AND A NORTH-SOUTH
 LB2480'PAVED ROAD, 0.1 MILE WEST OF THE NICKEL PLATE RAILROAD DEPOT ON
 LB2480'GOLDSMITH, GO NORTH ON PAVED ROAD FOR 1.0 MILE TO A T-INTERSECTION,
 LB2480'TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD
 LB2480'LEFT (*), CONTINUE WEST FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT JUST
 LB2480'WEST OF THE NORMANDA CHRISTIAN CHURCH RECTORY.  TURN LEFT AND GO
 LB2480'SOUTH ON GRAVEL DRIVE FOR ABOUT 175 FEET TO THE STATION IN THE BACK
 LB2480'OF THE RECTORY HOUSE AS DESCRIBED.
 LB2480'
 LB2480'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO SOUTH ON GRAVEL
 LB2480'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, WEST SIDE OF ROAD AS
 LB2480'DESCRIBED.
 LB2480
 LB2480                          STATION RECOVERY (1970)
 LB2480
 LB2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2480'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 LB2480'RECOVERED.  THE STATION MARK WAS NOT OCCUPIED AT THIS DATE, ITS
 LB2480'LOCATION BEING TO CLOSE TO THE RECTORY HOUSE TO BUILD A TOWER OVER.
 LB2480'REFERENCE MARK 2 WAS OCCUPIED.  SEE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2479 ***********************************************************************
 LB2479  DESIGNATION -  NORMANDA RM 2
 LB2479  PID         -  LB2479
 LB2479  STATE/COUNTY-  IN/TIPTON
 LB2479  COUNTRY     -  US
 LB2479  USGS QUAD   -  KEMPTON (2019)
 LB2479
 LB2479                         *CURRENT SURVEY CONTROL
 LB2479  ______________________________________________________________________
 LB2479* NAD 83(1997) POSITION- 40 18 07.24486(N) 086 09 57.15606(W)   ADJUSTED
 LB2479* NAVD 88 ORTHO HEIGHT -   280.6   (meters)      921.    (feet) VERTCON3
 LB2479  ______________________________________________________________________
 LB2479  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 LB2479  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 LB2479  HORZ ORDER      -  FIRST
 LB2479
 LB2479.The horizontal coordinates were established by classical geodetic methods
 LB2479.and adjusted by the National Geodetic Survey in May 1999.
 LB2479
 LB2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2479
 LB2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2479.GEOID18 height accuracy estimate available here.
 LB2479
 LB2479.Click photographs - Photos may exist for this station.
 LB2479
 LB2479.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2479
 LB2479. The following values were computed from the NAD 83(1997) position.
 LB2479
 LB2479;                    North         East     Units Scale Factor Converg.
 LB2479;SPC IN E     -   561,170.827    57,560.258   MT  0.99998883   -0 19 22.4
 LB2479;SPC IN E     - 1,841,107.95    188,845.61   sFT  0.99998883   -0 19 22.4
 LB2479;SPC IN W     -   561,455.174   977,996.867   MT  1.00004152   +0 35 36.4
 LB2479;SPC IN W     - 1,842,040.85  3,208,644.72   sFT  1.00004152   +0 35 36.4
 LB2479;UTM  16      - 4,461,612.287   570,886.260   MT  0.99966185   +0 32 22.4
 LB2479
 LB2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2479!SPC IN E     -   0.99996138  x   0.99998883  =   0.99995021
 LB2479!SPC IN W     -   0.99996138  x   1.00004152  =   1.00000289
 LB2479!UTM  16      -   0.99996138  x   0.99966185  =   0.99962324
 LB2479
 LB2479:                Primary Azimuth Mark                     Grid Az
 LB2479:SPC IN E     -  NORMANDA AZ MK                           166 08 35.8
 LB2479:SPC IN W     -  NORMANDA AZ MK                           165 13 37.0
 LB2479:UTM  16      -  NORMANDA AZ MK                           165 16 51.0
 LB2479
 LB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7088661612(NAD 83)
 LB2479
 LB2479|---------------------------------------------------------------------|
 LB2479| PID    Reference Object                     Distance      Geod. Az  |
 LB2479|                                                           dddmmss.s |
 LB2479| LB2480 NORMANDA                             26.185 METERS 05912     |
 LB2479| CC9065 NORMANDA RM 3                        29.057 METERS 09129     |
 LB2479| LB2471 TIPTON FARM BUR COOP ELEV           APPROX.10.3 KM 0934221.9 |
 LB2479| LB2468 TIPTON NORTH MUNICIPAL TANK         APPROX.10.4 KM 0944440.8 |
 LB2479| LB2472 TIPTON STEEL PARTS CORP WTR TK      APPROX.10.4 KM 0951427.5 |
 LB2479| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX.10.9 KM 1015652.6 |
 LB2479| LB2473 TIPTON MUNICIPAL TANK               APPROX.10.9 KM 1070246.8 |
 LB2479| CC9063 NORMANDA AZ MK                                     1654913.4 |
 LB2479| LB2532 SCIRCLEVILLE GRAIN ELEVATOR         APPROX.11.7 KM 2615051.5 |
 LB2479| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX.12.3 KM 2813053.0 |
 LB2479|---------------------------------------------------------------------|
 LB2479
 LB2479                          SUPERSEDED SURVEY CONTROL
 LB2479
 LB2479  NAD 83(1986)-  40 18 07.24944(N)    086 09 57.16952(W) AD(       ) 1
 LB2479  NAD 27      -  40 18 07.11620(N)    086 09 57.19180(W) AD(       ) 1
 LB2479  NGVD 29 (07/19/86)  280.7    (m)          921.     (f) VERT ANG       
 LB2479
 LB2479.Superseded values are not recommended for survey control.
 LB2479
 LB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2479.See file dsdata.pdf to determine how the superseded data were derived.
 LB2479
 LB2479_MARKER: DS = TRIANGULATION STATION DISK
 LB2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2479
 LB2479  HISTORY     - Date     Condition        Report By
 LB2479  HISTORY     - 1934     MONUMENTED       CGS
 LB2479  HISTORY     - 1970     GOOD             NGS
 LB2479
 LB2479                          STATION DESCRIPTION
 LB2479
 LB2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2479'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF GOLDSMITH, IN THE
 LB2479'VILLAGE OF NORMANDA, ON THE RECTORY GROUNDS OF THE NORMANDA
 LB2479'CHRISTIAN CHURCH.  IT IS 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LB2479'OF THE RECTORY HOUSE, 29 FEET SOUTHEAST OF THE SOUTHEAST
 LB2479'CORNER OF A GARAGE, 15 FEET NORTHEAST OF A WHITE WITNESS POST AND 13
 LB2479'FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2479'STAMPED NORMANDA NO 2 1934.
 LB2479'
 LB2479'NORMANDA 1934 WAS USED AS A REFERENCE MARK.  IT IS 41 FEET SOUTHEAST
 LB2479'OF THE SOUTHWEST CORNER AND 35 FEET SOUTHWEST OF THE SOUTHEAST
 LB2479'CORNER OF THE RECTORY HOUSE AND 24 FEET WEST OF THE SOUTHWEST CORNER
 LB2479'OF THE RECTORY GARAGE.  THE MARK IS ABOUT 3 INCHES BELOW GROUND AND
 LB2479'THE DISK IS STAMPED NORMANDA 1934.
 LB2479'
 LB2479'REFERENCE MARK NO. 3 IS 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LB2479'THE CHURCH, 77 FEET SOUTH OF THE SOUTHEAST CORNER OF THE RECTORY
 LB2479'HOUSE, 39 FEET SOUTHWEST OF AN 18 INCH CATALPA TREE AND 3 FEET
 LB2479'NORTH OF A GARDEN FENCE LINE.  THE MARK IS ABOUT 3 INCHES BELOW
 LB2479'GROUND AND THE DISK IS STAMPED NORMANDA NO 3 1934.
 LB2479'
 LB2479'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 LB2479'NORTH OF A CONCRETE FENCE POST, 1 FOOT NORTH OF A WHITE WITNESS POST
 LB2479'AND 0.5 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2479'AND HAS A STANDARD REFERENCE MARK DISK IN THE TOP STAMPED
 LB2479'NORMANDA AZIMUTH 1934.
 LB2479'
 LB2479'TO REACH THE STATION FROM THE RAILROAD CROSSING AND A NORTH-SOUTH
 LB2479'PAVED ROAD, 0.1 MILE WEST OF THE NICKEL PLATE RAILROAD DEPOT IN
 LB2479'GOLDSMITH, GO NORTH ON PAVED ROAD FOR 1.0 MILE TO A T-INTERSECTION,
 LB2479'TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD
 LB2479'LEFT, (*) CONTINUE WEST FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT TO
 LB2479'THE WEST OF THE NORMANDA CHRISTIAN CHURCH RECTORY.  TURN LEFT AND GO
 LB2479'SOUTH ON GRAVEL DRIVE FOR ABOUT 200 FEET TO THE NORTH EDGE OF A
 LB2479'GARDEN AND R. M. NO. 2 AS DESCRIBED.
 LB2479'
 LB2479'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO SOUTH ON GRAVEL ROAD
 LB2479'FOR 0.2 MILE TO THE MARK ON THE RIGHT, WEST SIDE OF ROAD AS
 LB2479'DESCRIBED.
 LB2479'
 LB2479'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2479
 LB2479                          STATION RECOVERY (1970)
 LB2479
 LB2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2479'THE STATION MARK, NORMANDA 1934, REFERENCE MARK 3 AND THE AZIMUTH
 LB2479'MARK WERE RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DISTANCES
 LB2479'AND DIRECTIONS TO THE MARKS WERE CHECKED AND CONFIRMED.  THE
 LB2479'NICKEL PLATE RAILROAD DEPOT IN GOLDSMITH HAS BEEN DESTROYED.
 LB2479'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LB2479'
 LB2479'THE STATION IS LOCATED 1 MILE NORTH AND 0.85 MILE WEST OF THE
 LB2479'POST OFFICE IN GOLDSMITH, IN THE VILLAGE OF NORMANDA AND ON THE
 LB2479'PROPERTY OF THE NORMANDA CHRISTIAN CHURCH.  THE PROPERTY TO THE
 LB2479'WEST OF THE STATION ON WHICH ONE LEG OF THE TOWER WAS PLACED IS
 LB2479'OWNED BY MR. CARL V. FISHBACK.
 LB2479'
 LB2479'TO REACH THE STATION FROM THE POST OFFICE IN GOLDSMITH, GO WEST
 LB2479'ON A PAVED ROAD FOR 0.1 MILE.  TURN RIGHT AND GO NORTH ON A
 LB2479'PAVED ROAD FOR 0.9 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON
 LB2479'A PAVED ROAD FOR 0.8 MILE TO A CROSSROAD*.  CONTINUE WEST FOR
 LB2479'0.05 MILE TO A DRIVEWAY ON THE LEFT, JUST WEST OF THE NORMANDA
 LB2479'CHRISTIAN CHURCH RECTORY.  TURN LEFT ON THE DRIVEWAY AND GO
 LB2479'SOUTH ABOUT 200 FEET TO THE STATION.
 LB2479'
 LB2479'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED NORMANDA NO
 LB2479'2 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LB2479'WHICH IS FLUSH WITH THE GROUND.  IT IS 87.0 FEET SOUTHWEST OF THE
 LB2479'SOUTHWEST CORNER OF THE RECTORY HOUSE, 29.0 FEET SOUTHEAST OF
 LB2479'THE SOUTHEAST CORNER OF A GARAGE, 14.0 FEET NORTHEAST OF A WHITE
 LB2479'WITNESS POST (4X4) AND 6 FEET SOUTH OF THE SOUTH END OF THE
 LB2479'GRAVELED DRIVEWAY.  NOTE--11B
 LB2479'
 LB2479'NORMANDA 1934 IS A STANDARD STATION DISK STAMPED NORMANDA 1934,
 LB2479'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 3
 LB2479'INCHES BELOW THE GROUND.  IT IS 40.6 FEET SOUTHEAST OF THE
 LB2479'SOUTHWEST CORNER OF THE RECTORY HOUSE, 34.7 FEET SOUTH-SOUTHWEST OF
 LB2479'THE SOUTHEAST CORNER OF THE RECTORY HOUSE AND 23.6 FEET
 LB2479'WEST OF THE SOUTHWEST CORNER OF THE RECTORY GARAGE.
 LB2479'NOTES--1A 7A
 LB2479'
 LB2479'REFERENCE MARK 3 IS A STANDARD DISK STAMPED NORMANDA NO 3 1934,
 LB2479'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LB2479'3 INCHES BELOW THE GROUND.  IT IS 104.0 FEET SOUTHWEST OF THE
 LB2479'SOUTHEAST CORNER OF THE CHURCH, 76.8 FEET SOUTH OF SOUTHEAST
 LB2479'CORNER OF THE RECTORY HOUSE AND 39.2 FEET SOUTH-SOUTHWEST
 LB2479'OF A 30-INCH CATALPA TREE.  NOTE--11A
 LB2479'
 LB2479'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED NORMANDA
 LB2479'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LB2479'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LB2479'IS 15 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5.0 FEET NORTH
 LB2479'OF A CONCRETE FENCE POST, 3.0 FEET NORTH OF A TELEPHONE POLE
 LB2479'NUMBER 210-099 AND 0.5 FOOT EAST OF A WIRE FENCE.  NOTE--11B
 LB2479'
 LB2479'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO SOUTH ON
 LB2479'PAVED AND GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LB2479'
 LB2479'HEIGHT OF LIGHT ABOVE STATION MARK 112.8 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0218 ***********************************************************************
 JA0218  DESIGNATION -  NORRIS
 JA0218  PID         -  JA0218
 JA0218  STATE/COUNTY-  IN/WASHINGTON
 JA0218  COUNTRY     -  US
 JA0218  USGS QUAD   -  SALEM (2019)
 JA0218
 JA0218                         *CURRENT SURVEY CONTROL
 JA0218  ______________________________________________________________________
 JA0218* NAD 83(1997) POSITION- 38 35 33.06445(N) 086 00 49.83473(W)   ADJUSTED
 JA0218* NAVD 88 ORTHO HEIGHT -   307.875 (meters)     1010.09  (feet) ADJUSTED
 JA0218  ______________________________________________________________________
 JA0218  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 JA0218  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 JA0218  DYNAMIC HEIGHT  -        307.667 (meters)     1009.40  (feet) COMP
 JA0218  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA0218
 JA0218  HORZ ORDER      -  SECOND
 JA0218  VERT ORDER      -  FIRST     CLASS II
 JA0218
 JA0218.The horizontal coordinates were established by classical geodetic methods
 JA0218.and adjusted by the National Geodetic Survey in May 1999.
 JA0218
 JA0218.The orthometric height was determined by differential leveling and
 JA0218.adjusted by the NATIONAL GEODETIC SURVEY
 JA0218.in June 1991.
 JA0218
 JA0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0218.GEOID18 height accuracy estimate available here.
 JA0218
 JA0218.Click photographs - Photos may exist for this station.
 JA0218
 JA0218.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0218
 JA0218.The dynamic height is computed by dividing the NAVD 88
 JA0218.geopotential number by the normal gravity value computed on the
 JA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0218.degrees latitude (g = 980.6199 gals.).
 JA0218
 JA0218.The modeled gravity was interpolated from observed gravity values.
 JA0218
 JA0218. The following values were computed from the NAD 83(1997) position.
 JA0218
 JA0218;                    North         East     Units Scale Factor Converg.
 JA0218;SPC IN E     -   371,319.721    69,754.595   MT  0.99997793   -0 12 59.6
 JA0218;SPC IN E     - 1,218,238.12    228,853.20   sFT  0.99997793   -0 12 59.6
 JA0218;UTM  16      - 4,272,020.488   585,881.639   MT  0.99969083   +0 36 54.6
 JA0218
 JA0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0218!SPC IN E     -   0.99995695  x   0.99997793  =   0.99993488
 JA0218!UTM  16      -   0.99995695  x   0.99969083  =   0.99964779
 JA0218
 JA0218:                Primary Azimuth Mark                     Grid Az
 JA0218:SPC IN E     -  NORRIS AZ MK                             141 14 37.0
 JA0218:UTM  16      -  NORRIS AZ MK                             140 24 42.8
 JA0218
 JA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8588172020(NAD 83)
 JA0218
 JA0218|---------------------------------------------------------------------|
 JA0218| PID    Reference Object                     Distance      Geod. Az  |
 JA0218|                                                           dddmmss.s |
 JA0218| JA0219 NORRIS RM 1                          21.092 METERS 08456     |
 JA0218| CG9106 NORRIS AZ MK                                       1410137.4 |
 JA0218| JA0220 NORRIS RM 2                          21.309 METERS 32104     |
 JA0218|---------------------------------------------------------------------|
 JA0218
 JA0218                          SUPERSEDED SURVEY CONTROL
 JA0218
 JA0218  NAD 83(1993)-  38 35 33.06706(N)    086 00 49.83504(W) AD(       ) 2
 JA0218  NAD 83(1986)-  38 35 33.06817(N)    086 00 49.83928(W) AD(       ) 2
 JA0218  NAD 27      -  38 35 32.86000(N)    086 00 49.93200(W) AD(       ) 2
 JA0218  NGVD 29 (??/??/92)  307.990  (m)         1010.46   (f) ADJ UNCH    1 2
 JA0218  NGVD 29             307.99   (m)         1010.5    (f) LEVELING    3  
 JA0218
 JA0218.Superseded values are not recommended for survey control.
 JA0218
 JA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0218.See file dsdata.pdf to determine how the superseded data were derived.
 JA0218
 JA0218_MARKER: DS = TRIANGULATION STATION DISK
 JA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0218_STAMPING: NORRIS 1946
 JA0218_MARK LOGO: CGS
 JA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0218+STABILITY: SURFACE MOTION
 JA0218
 JA0218  HISTORY     - Date     Condition        Report By
 JA0218  HISTORY     - 1946     MONUMENTED       CGS
 JA0218  HISTORY     - 1947     GOOD             CGS
 JA0218  HISTORY     - 1949     GOOD             CGS
 JA0218  HISTORY     - 1967     GOOD             CGS
 JA0218
 JA0218                          STATION DESCRIPTION
 JA0218
 JA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0218'STATION IS AT TOP OF A TIMBERED HILL, ABOUT 5 MI.  EAST-SOUTHEAST OF
 JA0218'SALEM, ABOUT 1 MILE SOUTHEAST OF HARRISTOWN, ABOUT 0.25 MILE
 JA0218'NORTHEAST OF ST.  HIGHWAY 160, AND 4 FEET NORTH OF A WHITE WITNESS
 JA0218'POST, ON LAND OF R.V. MEADORS.  THE MARK PROJECTS 8 INCHES AND
 JA0218'THE DISK IS STAMPED NORRIS 1946.
 JA0218'
 JA0218'REFERENCE MARK NO. 1 IS 69.20 FEET NORTHWEST OF THE STATION. THE MARK
 JA0218'PROJECTS 8 INCHES AND THE DISK IS STAMPED NORRIS NO 1 1946.
 JA0218'
 JA0218'REFERENCE MARK NO. 2 IS 69.91 FEET EAST OF THE STATION. THE MARK
 JA0218'PROJECTS 12 INCHES AND THE DISK IS STAMPED NORRIS NO 2 1946.
 JA0218'
 JA0218'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 25 FEET NORTH OF THE
 JA0218'CENTERLINE OF STATE HIGHWAY 160, 2 FEET WEST OF A WHITE
 JA0218'WITNESS POST, AND 2 FEET SOUTH OF A FENCE. THE MARK PROJECTS 6 INCHES
 JA0218'AND THE DISK IS STAMPED NORRIS 1946.
 JA0218'
 JA0218'TO REACH FROM THE SQUARE IN SALEM, GO SOUTH ON STATE HIGHWAY 135 FOR
 JA0218'0.3 MILE TO JUNCTION WITH STATE HIGHWAY 60, TURN LEFT ON
 JA0218'HIGHWAY 60 AND GO 0.55 MILE TO JUNCTION WITH STATE HIGHWAY 160, TURN
 JA0218'LEFT ON HIGHWAY 160 AND GO 4.15 MILES TO A RAILROAD CROSSING,
 JA0218'CROSS TRACKS AND CONTINUE 0.8 MILE TO A GATE ON LEFT IN FRONT OF A
 JA0218'RED BARN, TURN LEFT THROUGH GATE AND GO 0.15 MILE TO TWO GATES,
 JA0218'GO THROUGH THE RIGHT HAND GATE, THEN FOLLOW FIELD ROAD NORTHERLY
 JA0218'ALONG FENCE FOR 0.4 MILE TO A FARMHOUSE AND TWO BARNS, TURN
 JA0218'LEFT THROUGH A BOARD GATE AT EAST END OF THE WESTERNMOST BARN
 JA0218'AND GO SOUTH-SOUTHWEST ON DIM ROAD FOR 0.3 MILE TO TOP OF TIMBERED
 JA0218'HILL AND STATION.
 JA0218'
 JA0218'FROM THE RED BARN, GO EASTERLY ON THE HIGHWAY FOR 0.4 MILE TO THE
 JA0218'AZIMUTH MARK ON LEFT.
 JA0218'
 JA0218'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA0218
 JA0218                          STATION RECOVERY (1947)
 JA0218
 JA0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA0218'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 JA0218'CONSIDERABLE EARTH WAS WASHED AWAY FROM AROUND THE
 JA0218'REFERENCE MARKS AND THEY MAY HAVE SHIFTED SOMEWHAT. SURFACE,
 JA0218'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA0218'DISKS SET IN CONCRETE. THE
 JA0218'ORIGINAL DESCRIPTION IS STILL ADEQUATE. A COMPLETE DESCRIPTION
 JA0218'FOLLOWS-
 JA0218'
 JA0218'STATION IS ABOUT 5 MILES EAST-SOUTHEAST OF SALEM, AT THE TOP OF A
 JA0218'WOODED HILL OWNED BY R.V. MEADORS, ABOUT 0.25 MILE NORTHEAST OF
 JA0218'STATE HIGHWAY 160, AND 4 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 JA0218'PROJECTS 8 INCHES, AND THE DISK IS STAMPED NORRIS 1946.
 JA0218'
 JA0218'REFERENCE MARK NO. 1 IS 69.20 FEET EAST OF THE STATION. THE MARK
 JA0218'PROJECTS 8 INCHES, AND THE DISK IS STAMPED NORRIS NO 1 1946.
 JA0218'
 JA0218'REFERENCE MARK NO. 2 IS 69.91 FEET NORTHWEST OF THE STATION. THE MARK
 JA0218'PROJECTS 12 INCHES, AND THE DISK IS STAMPED NORRIS NO 2 1946.
 JA0218'
 JA0218'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHEAST OF THE STATION, 25
 JA0218'FT. NORTH OF THE CENTERLINE OF STATE HIGHWAY 160, 2 FEET WEST
 JA0218'OF A WHITE WITNESS POST, AND 2 FEET SOUTH OF A FENCE.THE MARK
 JA0218'PROJECTS 6 INCHES, AND THE DISK IS STAMPED NORRIS 1946.
 JA0218'
 JA0218'TO REACH FROM THE SQUARE IN SALEM, GO SOUTH ON STATE HIGHWAY 135 FOR
 JA0218'0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 60, TURN LEFT ON
 JA0218'HIGHWAY 60 AND GO 0.55 MI. TO THE JUNCTION WITH STATE HIGHWAY 160,
 JA0218'TURN LEFT ON HIGHWAY 160 AND GO 4.15 MILES TO A RAILROAD
 JA0218'CROSSING, CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO A GRAVELED CROSS
 JA0218'ROAD, TURN LEFT AND FOLLOW GRAVELED ROAD FOR 0.25 MILE TO A
 JA0218'GATE ON RIGHT AT TOP OF HILL, TURN RIGHT AND FOLLOW DIM WOODS ROAD
 JA0218'FOR ABOUT 75 YARDS TO HIGHEST POINT OF HILL AND STATION.
 JA0218'
 JA0218'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING, GO EASTERLY ON
 JA0218'THE HIGHWAY FOR 1.25 MILES TO MARK ON LEFT.
 JA0218'
 JA0218'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0218
 JA0218                          STATION RECOVERY (1949)
 JA0218
 JA0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0218'5.7 MI SE FROM SALEM.
 JA0218'ABOUT 5.15 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0218'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.35
 JA0218'MILE EAST ALONG STATE HIGHWAY 160, THENCE ABOUT 0.2 MILE NORTH
 JA0218'ALONG A DIM ROAD, 330 FEET WEST OF THE CENTER LINE OF THE DIM
 JA0218'ROAD 69 FEET WEST OF RM NO 1, 69.7 FEET SOUTHEAST OF RM NO 2, 22
 JA0218'FEET NORTH-NORTHEAST OF THE CREST OF THE HILL, 4.5 FEET EAST OF
 JA0218'A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 JA0218'TOP OF THE HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0218'9 INCHES.
 JA0218
 JA0218                          STATION RECOVERY (1967)
 JA0218
 JA0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0218'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JA0218'AT THIS TIME AND FOUND IN GOOD CONDITION.  THE BELOW CHANGES SHOULD
 JA0218'BE MADE TO THE 1947 DESCRIPTION.
 JA0218'
 JA0218'THE STATION MARK IS 22 FEET EAST OF A 20 INCH OAK TREE WITH A
 JA0218'WITNESS SIGN NAILE ON THE SOUTH SIDE AND 19 FEET NORTH OF A TWIN
 JA0218'TRUNK 24 INCH OAK TREE.
 JA0218'
 JA0218'REFERENCE MARK 1 IS 21 FEET NORTH OF A TWIN TRUNK 20 INCH OAK TREE
 JA0218'AND 5 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE
 JA0218'ON THE WEST SIDE.
 JA0218'
 JA0218'REFERENCE MARK 2 IS 5 FEET NORTHEAST OF A 7 INCH HICKORY TREE.
 JA0218'
 JA0218'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 JA0218'
 JA0218'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 160, 60 AND
 JA0218'135 IN SALEM, GO EAST ON HIGHWAY 160 FOR 4.8 MILES TO A RAILROAD
 JA0218'CROSSING.  CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO A GRAVELED ROAD
 JA0218'RIGHT AND A WOODS ROAD LEFT.  TURN LEFT ON THE WOODS ROAD AND GO
 JA0218'NORTH FOR 0.25 MILE TO A GATE ON THE RIGHT AND THE STATION ABOUT
 JA0218'75 YARDS EAST.  TO REACH THE AZIMUTH MARK, GO EAST FOR 0.6 MILE TO
 JA0218'MARK ON LEFT.
 JA0218'
 JA0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 JA0218'EAST-SOUTHEAST OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0219 ***********************************************************************
 JA0219  DESIGNATION -  NORRIS RM 1
 JA0219  PID         -  JA0219
 JA0219  STATE/COUNTY-  IN/WASHINGTON
 JA0219  COUNTRY     -  US
 JA0219  USGS QUAD   -  SALEM (2019)
 JA0219
 JA0219                         *CURRENT SURVEY CONTROL
 JA0219  ______________________________________________________________________
 JA0219* NAD 83(1986) POSITION- 38 35 33.12   (N) 086 00 48.97   (W)   HD_HELD1
 JA0219* NAVD 88 ORTHO HEIGHT -   306.581 (meters)     1005.84  (feet) ADJUSTED
 JA0219  ______________________________________________________________________
 JA0219  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 JA0219  DYNAMIC HEIGHT  -        306.375 (meters)     1005.17  (feet) COMP
 JA0219  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA0219
 JA0219  VERT ORDER      -  FIRST     CLASS II
 JA0219
 JA0219.The horizontal coordinates were determined by differentially corrected
 JA0219.hand held GPS observations or other comparable positioning techniques
 JA0219.and have an estimated accuracy of +/- 3 meters.
 JA0219
 JA0219.The orthometric height was determined by differential leveling and
 JA0219.adjusted by the NATIONAL GEODETIC SURVEY
 JA0219.in June 1991.
 JA0219
 JA0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0219.GEOID18 height accuracy estimate available here.
 JA0219
 JA0219.Click photographs - Photos may exist for this station.
 JA0219
 JA0219.The dynamic height is computed by dividing the NAVD 88
 JA0219.geopotential number by the normal gravity value computed on the
 JA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0219.degrees latitude (g = 980.6199 gals.).
 JA0219
 JA0219.The modeled gravity was interpolated from observed gravity values.
 JA0219
 JA0219;                    North         East    Units  Estimated Accuracy
 JA0219;SPC IN E     -   371,321.4      69,775.5     MT  (+/- 3 meters HH1 GPS) 
 JA0219
 JA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8590272022(NAD 83)
 JA0219
 JA0219                          SUPERSEDED SURVEY CONTROL
 JA0219
 JA0219  NGVD 29 (??/??/92)  306.696  (m)         1006.22   (f) ADJ UNCH    1 2
 JA0219
 JA0219.Superseded values are not recommended for survey control.
 JA0219
 JA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0219.See file dsdata.pdf to determine how the superseded data were derived.
 JA0219
 JA0219_MARKER: DR = REFERENCE MARK DISK
 JA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0219_STAMPING: NORRIS NO 1 1946
 JA0219_MARK LOGO: CGS
 JA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0219+STABILITY: SURFACE MOTION
 JA0219
 JA0219  HISTORY     - Date     Condition        Report By
 JA0219  HISTORY     - 1946     MONUMENTED       CGS
 JA0219  HISTORY     - 1949     GOOD             CGS
 JA0219
 JA0219                          STATION DESCRIPTION
 JA0219
 JA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0219'5.7 MI SE FROM SALEM.
 JA0219'ABOUT 5.15 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0219'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.35
 JA0219'MILE EAST ALONG STATE HIGHWAY 160, THENCE ABOUT 0.2 MILE NORTH
 JA0219'ALONG A DIM ROAD, 123 FEET EAST-SOUTHEAST OF RM NO 2, 69 FEET
 JA0219'EAST OF NORRIS STA, 40 FEET NORTH-NORTHEAST OF THE CREST OF THE
 JA0219'HILL AND ABOUT 4 FEET BELOW THE LEVEL OF THE TOP OF THE HILL AND
 JA0219'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0220 ***********************************************************************
 JA0220  DESIGNATION -  NORRIS RM 2
 JA0220  PID         -  JA0220
 JA0220  STATE/COUNTY-  IN/WASHINGTON
 JA0220  COUNTRY     -  US
 JA0220  USGS QUAD   -  SALEM (2019)
 JA0220
 JA0220                         *CURRENT SURVEY CONTROL
 JA0220  ______________________________________________________________________
 JA0220* NAD 83(1986) POSITION- 38 35 33.60   (N) 086 00 50.39   (W)   HD_HELD1
 JA0220* NAVD 88 ORTHO HEIGHT -   305.893 (meters)     1003.58  (feet) ADJUSTED
 JA0220  ______________________________________________________________________
 JA0220  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 JA0220  DYNAMIC HEIGHT  -        305.687 (meters)     1002.91  (feet) COMP
 JA0220  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA0220
 JA0220  VERT ORDER      -  FIRST     CLASS II
 JA0220
 JA0220.The horizontal coordinates were determined by differentially corrected
 JA0220.hand held GPS observations or other comparable positioning techniques
 JA0220.and have an estimated accuracy of +/- 3 meters.
 JA0220
 JA0220.The orthometric height was determined by differential leveling and
 JA0220.adjusted by the NATIONAL GEODETIC SURVEY
 JA0220.in June 1991.
 JA0220
 JA0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0220.GEOID18 height accuracy estimate available here.
 JA0220
 JA0220.Click photographs - Photos may exist for this station.
 JA0220
 JA0220.The dynamic height is computed by dividing the NAVD 88
 JA0220.geopotential number by the normal gravity value computed on the
 JA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0220.degrees latitude (g = 980.6199 gals.).
 JA0220
 JA0220.The modeled gravity was interpolated from observed gravity values.
 JA0220
 JA0220;                    North         East    Units  Estimated Accuracy
 JA0220;SPC IN E     -   371,336.3      69,741.2     MT  (+/- 3 meters HH1 GPS) 
 JA0220
 JA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8586872036(NAD 83)
 JA0220
 JA0220                          SUPERSEDED SURVEY CONTROL
 JA0220
 JA0220  NGVD 29 (??/??/92)  306.008  (m)         1003.96   (f) ADJ UNCH    1 2
 JA0220
 JA0220.Superseded values are not recommended for survey control.
 JA0220
 JA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0220.See file dsdata.pdf to determine how the superseded data were derived.
 JA0220
 JA0220_MARKER: DR = REFERENCE MARK DISK
 JA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0220_STAMPING: NORRIS NO 2 1946
 JA0220_MARK LOGO: CGS
 JA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0220+STABILITY: SURFACE MOTION
 JA0220
 JA0220  HISTORY     - Date     Condition        Report By
 JA0220  HISTORY     - 1946     MONUMENTED       CGS
 JA0220  HISTORY     - 1949     GOOD             CGS
 JA0220
 JA0220                          STATION DESCRIPTION
 JA0220
 JA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0220'5.7 MI SE FROM SALEM.
 JA0220'ABOUT 5.15 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0220'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.35
 JA0220'MILE EAST ALONG STATE HIGHWAY 160, THENCE ABOUT 0.2 MILE NORTH
 JA0220'ALONG A DIM ROAD, 123 FEET WEST-NORTHWEST OF RM NO 1, 69.7 FEET
 JA0220'NORTHWEST OF NORRIS STA, 68 FEET NORTH OF THE CREST OF THE HILL,
 JA0220'ABOUT 5 FEET BELOW THE LEVEL OF THE TOP OF THE HILL AND SET IN
 JA0220'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2063 ***********************************************************************
 HZ2063  DESIGNATION -  NORTH MADISON MUNICIPAL TANK
 HZ2063  PID         -  HZ2063
 HZ2063  STATE/COUNTY-  IN/JEFFERSON
 HZ2063  COUNTRY     -  US
 HZ2063  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2063
 HZ2063                         *CURRENT SURVEY CONTROL
 HZ2063  ______________________________________________________________________
 HZ2063* NAD 83(1997) POSITION- 38 45 25.51162(N) 085 23 13.42670(W)   ADJUSTED
 HZ2063  ______________________________________________________________________
 HZ2063  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 HZ2063  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 HZ2063  HORZ ORDER      -  THIRD
 HZ2063
 HZ2063.The horizontal coordinates were established by classical geodetic methods
 HZ2063.and adjusted by the National Geodetic Survey in May 1999.
 HZ2063
 HZ2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2063.GEOID18 height accuracy estimate available here.
 HZ2063
 HZ2063.Click photographs - Photos may exist for this station.
 HZ2063
 HZ2063.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2063
 HZ2063. The following values were computed from the NAD 83(1997) position.
 HZ2063
 HZ2063;                    North         East     Units Scale Factor Converg.
 HZ2063;SPC IN E     -   389,567.724   124,302.873   MT  0.99997394   +0 10 30.1
 HZ2063;SPC IN E     - 1,278,106.77    407,817.01   sFT  0.99997394   +0 10 30.1
 HZ2063;SPC KY1Z     - 1,269,067.488 1,531,547.795   MT  1.00002305   +0 13 22.2
 HZ2063;SPC KY1Z     - 4,163,598.92  5,024,753.06   sFT  1.00002305   +0 13 22.2
 HZ2063;SPC KY N     -   140,145.210   401,169.413   MT  0.99997484   -0 42 26.4
 HZ2063;SPC KY N     -   459,793.08  1,316,169.98   sFT  0.99997484   -0 42 26.4
 HZ2063;UTM  16      - 4,291,055.880   640,147.390   MT  0.99984187   +1 00 35.6
 HZ2063
 HZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4014791055(NAD 83)
 HZ2063
 HZ2063                          SUPERSEDED SURVEY CONTROL
 HZ2063
 HZ2063  NAD 83(1995)-  38 45 25.51141(N)    085 23 13.42546(W) AD(       ) 3
 HZ2063  NAD 83(1993)-  38 45 25.51159(N)    085 23 13.42612(W) AD(       ) 3
 HZ2063  NAD 83(1986)-  38 45 25.51283(N)    085 23 13.43242(W) AD(       ) 3
 HZ2063  NAD 27      -  38 45 25.29600(N)    085 23 13.59000(W) AD(       ) 3
 HZ2063
 HZ2063.Superseded values are not recommended for survey control.
 HZ2063
 HZ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2063.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2063
 HZ2063_MARKER: 53 = ELEVATED TANK
 HZ2063
 HZ2063  HISTORY     - Date     Condition        Report By
 HZ2063  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2063
 HZ2063                          STATION DESCRIPTION
 HZ2063
 HZ2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2063'THIS IS AN INTERSECTION STATION.
 HZ2063'
 HZ2063'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF MADISON ON PROPERTY
 HZ2063'OWNED BY MR. OLLIE STUTZMAN AND ON THE SOUTH EDGE OF THE
 HZ2063'FAIRMONT CEMETERY. IT IS A 4-LEGGED STRUCTURE PAINTED CHECKERED
 HZ2063'ORANGE AND WHITE, 70 FEET HIGH, AND HAS A CAPICITY OF 75,000
 HZ2063'GALLONS. THE POINT INTERSECTED WAS THE BALL ON THE TOP.
 HZ2063'
 HZ2063'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO NORTH OF
 HZ2063'STATE HIGHWAY 29 FOR 1.7 MILES TO THE FAIRMONT CEMETERY AND
 HZ2063'THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1056 ***********************************************************************
 HA1056  DESIGNATION -  NORTH MERIDIAN MARK
 HA1056  PID         -  HA1056
 HA1056  STATE/COUNTY-  IN/VANDERBURGH
 HA1056  COUNTRY     -  US
 HA1056  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1056
 HA1056                         *CURRENT SURVEY CONTROL
 HA1056  ______________________________________________________________________
 HA1056* NAD 83(1986) POSITION- 37 58 43.     (N) 087 34 29.     (W)   SCALED
 HA1056* NAVD 88 ORTHO HEIGHT -   118.125 (meters)      387.55  (feet) ADJUSTED
 HA1056  ______________________________________________________________________
 HA1056  GEOID HEIGHT    -        -31.021 (meters)                     GEOID18
 HA1056  DYNAMIC HEIGHT  -        118.043 (meters)      387.28  (feet) COMP
 HA1056  MODELED GRAVITY -    979,938.3   (mgal)                       NAVD 88
 HA1056
 HA1056  VERT ORDER      -  SECOND    CLASS 0
 HA1056
 HA1056.The horizontal coordinates were scaled from a map and have
 HA1056.an estimated accuracy of +/- 6 seconds.
 HA1056
 HA1056.The orthometric height was determined by differential leveling and
 HA1056.adjusted by the NATIONAL GEODETIC SURVEY
 HA1056.in June 1991.
 HA1056
 HA1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1056.GEOID18 height accuracy estimate available here.
 HA1056
 HA1056.Click photographs - Photos may exist for this station.
 HA1056
 HA1056.The dynamic height is computed by dividing the NAVD 88
 HA1056.geopotential number by the normal gravity value computed on the
 HA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1056.degrees latitude (g = 980.6199 gals.).
 HA1056
 HA1056.The modeled gravity was interpolated from observed gravity values.
 HA1056
 HA1056;                    North         East    Units  Estimated Accuracy
 HA1056;SPC IN W     -   303,230.      856,830.      MT  (+/- 180 meters Scaled)
 HA1056
 HA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH495035(NAD 83)
 HA1056
 HA1056                          SUPERSEDED SURVEY CONTROL
 HA1056
 HA1056  NGVD 29 (??/??/92)  118.23   (m)          387.9    (f) COMPUTED    2 0
 HA1056
 HA1056.Superseded values are not recommended for survey control.
 HA1056
 HA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1056.See file dsdata.pdf to determine how the superseded data were derived.
 HA1056
 HA1056_MARKER: DD = SURVEY DISK
 HA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1056_MARK LOGO: USGS
 HA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1056+STABILITY: SURFACE MOTION
 HA1056
 HA1056  HISTORY     - Date     Condition        Report By
 HA1056  HISTORY     - UNK      MONUMENTED       USGS
 HA1056  HISTORY     - 1935     MARK NOT FOUND   CGS
 HA1056  HISTORY     - 1965     MARK NOT FOUND   CGS
 HA1056
 HA1056                          STATION DESCRIPTION
 HA1056
 HA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HA1056'AT EVANSVILLE.
 HA1056'AT EVANSVILLE, VANDERBURGH COUNTY, 120 YARDS NORTHEAST OF THE
 HA1056'CENTER OF THE INTERSECTION OF FIRST AND PENNSYLVANIA STREETS,
 HA1056'186 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WILLARD PUBLIC
 HA1056'LIBRARY, 31.4 FEET NORTHWEST OF A PARK ELECTRIC LAMP, AND 12.3
 HA1056'FEET SOUTH OF THE NORTH CONCRETE WALL OF THE LIBRARY GROUNDS.
 HA1056'THE SHANK OF A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HA1056'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HA1056'GROUND.
 HA1056
 HA1056                          STATION RECOVERY (1965)
 HA1056
 HA1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2001 ***********************************************************************
 KA2001  DESIGNATION -  NORTH SALEM MUNICIPAL TANK
 KA2001  PID         -  KA2001
 KA2001  STATE/COUNTY-  IN/HENDRICKS
 KA2001  COUNTRY     -  US
 KA2001  USGS QUAD   -  NORTH SALEM (2019)
 KA2001
 KA2001                         *CURRENT SURVEY CONTROL
 KA2001  ______________________________________________________________________
 KA2001* NAD 83(1997) POSITION- 39 51 33.43696(N) 086 38 32.39828(W)   ADJUSTED
 KA2001  ______________________________________________________________________
 KA2001  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 KA2001  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 KA2001  HORZ ORDER      -  THIRD
 KA2001
 KA2001.The horizontal coordinates were established by classical geodetic methods
 KA2001.and adjusted by the National Geodetic Survey in May 1999.
 KA2001
 KA2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2001.GEOID18 height accuracy estimate available here.
 KA2001
 KA2001.Click photographs - Photos may exist for this station.
 KA2001
 KA2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2001
 KA2001. The following values were computed from the NAD 83(1997) position.
 KA2001
 KA2001;                    North         East     Units Scale Factor Converg.
 KA2001;SPC IN W     -   511,987.521   937,734.726   MT  0.99998419   +0 16 57.5
 KA2001;SPC IN W     - 1,679,745.73  3,076,551.35   sFT  0.99998419   +0 16 57.5
 KA2001;UTM  16      - 4,412,200.957   530,592.970   MT  0.99961152   +0 13 45.2
 KA2001
 KA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3059212200(NAD 83)
 KA2001
 KA2001                          SUPERSEDED SURVEY CONTROL
 KA2001
 KA2001  NAD 83(1986)-  39 51 33.43836(N)    086 38 32.40091(W) AD(       ) 3
 KA2001  NAD 27      -  39 51 33.27300(N)    086 38 32.39200(W) AD(       ) 3
 KA2001
 KA2001.Superseded values are not recommended for survey control.
 KA2001
 KA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2001.See file dsdata.pdf to determine how the superseded data were derived.
 KA2001
 KA2001_MARKER: 53 = ELEVATED TANK
 KA2001
 KA2001  HISTORY     - Date     Condition        Report By
 KA2001  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2001  HISTORY     - 1948     GOOD             CGS
 KA2001
 KA2001                          STATION DESCRIPTION
 KA2001
 KA2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2001'THIS STATION IS A WATER TANK LOCATED IN THE SE PART OF THE VILLAGE
 KA2001'OF N SALEM. IT IS 100 FEET S OF STATE HIGHWAY 136, 75 FEET E
 KA2001'OF MAIN STREET, AND 20 FEET E OF THE N SALEM FIRE STATION.
 KA2001'
 KA2001'THE TANK WAS BUILT IN 1935 AND IS QUITE PROMINENT. THE TANK HAS FOUR
 KA2001'STEEL TRUSSWORK LEGS ABOUT 115 FEET HIGH. THE VERTICAL SECTION
 KA2001'IS ABOUT 25 FEET HIGH PAINTED SILVER AND HAS THE LETTERS NORTH SALEM
 KA2001'IN BLACK ON THE N AND S SIDES.  THE CONICAL ROOF HAS A SILVER BALL
 KA2001'AT ITS APEX. THE TOTAL HEIGHT IS 140 FEET.
 KA2001
 KA2001                          STATION RECOVERY (1948)
 KA2001
 KA2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA2001'RECOVERED. STATION IS 190 FEET S OF STATE HIGHWAY 136, AND 75 FEET E
 KA2001'OF MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2113 ***********************************************************************
 JZ2113  FBN         -  This is a Federal Base Network Control Station.
 JZ2113  DESIGNATION -  NORTH VERNON
 JZ2113  PID         -  JZ2113
 JZ2113  STATE/COUNTY-  IN/JENNINGS
 JZ2113  COUNTRY     -  US
 JZ2113  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2113
 JZ2113                         *CURRENT SURVEY CONTROL
 JZ2113  ______________________________________________________________________
 JZ2113* NAD 83(2011) POSITION- 39 00 25.09356(N) 085 37 28.97262(W)   ADJUSTED
 JZ2113* NAD 83(2011) ELLIP HT-   186.820 (meters)        (06/27/12)   ADJUSTED
 JZ2113* NAD 83(2011) EPOCH   -  2010.00
 JZ2113* NAVD 88 ORTHO HEIGHT -   220.838 (meters)      724.53  (feet) ADJUSTED
 JZ2113  ______________________________________________________________________
 JZ2113  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 JZ2113  NAD 83(2011) X  -    378,620.907 (meters)                     COMP
 JZ2113  NAD 83(2011) Y  - -4,948,522.120 (meters)                     COMP
 JZ2113  NAD 83(2011) Z  -  3,993,035.956 (meters)                     COMP
 JZ2113  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 JZ2113  DYNAMIC HEIGHT  -        220.698 (meters)      724.07  (feet) COMP
 JZ2113  MODELED GRAVITY -    979,986.2   (mgal)                       NAVD 88
 JZ2113
 JZ2113  VERT ORDER      -  FIRST     CLASS II
 JZ2113
 JZ2113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2113  Standards:
 JZ2113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2113  -------------------------------------------------------------------
 JZ2113  NETWORK    0.49   1.04           0.22   0.17   0.53     -0.08081151
 JZ2113  -------------------------------------------------------------------
 JZ2113  Click here for local accuracies and other accuracy information.
 JZ2113
 JZ2113.The horizontal coordinates were established by GPS observations
 JZ2113.and adjusted by the National Geodetic Survey in June 2012.
 JZ2113
 JZ2113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2113.been affixed to the stable North American tectonic plate. See 
 JZ2113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2113
 JZ2113.The horizontal coordinates are valid at the epoch date displayed above
 JZ2113.which is a decimal equivalence of Year/Month/Day.
 JZ2113
 JZ2113.The orthometric height was determined by differential leveling and
 JZ2113.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2113.in June 1991.
 JZ2113
 JZ2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2113.GEOID18 height accuracy estimate available here.
 JZ2113
 JZ2113.Click photographs - Photos may exist for this station.
 JZ2113
 JZ2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2113
 JZ2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2113
 JZ2113.The ellipsoidal height was determined by GPS observations
 JZ2113.and is referenced to NAD 83.
 JZ2113
 JZ2113.The dynamic height is computed by dividing the NAVD 88
 JZ2113.geopotential number by the normal gravity value computed on the
 JZ2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2113.degrees latitude (g = 980.6199 gals.).
 JZ2113
 JZ2113.The modeled gravity was interpolated from observed gravity values.
 JZ2113
 JZ2113. The following values were computed from the NAD 83(2011) position.
 JZ2113
 JZ2113;                    North         East     Units Scale Factor Converg.
 JZ2113;SPC IN E     -   417,270.930   103,633.678   MT  0.99996683   +0 01 35.1
 JZ2113;SPC IN E     - 1,368,996.38    340,004.83   sFT  0.99996683   +0 01 35.1
 JZ2113;UTM  16      - 4,318,449.720   619,079.089   MT  0.99977460   +0 51 56.6
 JZ2113
 JZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2113!SPC IN E     -   0.99997069  x   0.99996683  =   0.99993752
 JZ2113!UTM  16      -   0.99997069  x   0.99977460  =   0.99974530
 JZ2113
 JZ2113:                Primary Azimuth Mark                     Grid Az
 JZ2113:SPC IN E     -  ADAMS                                    268 35 12.1
 JZ2113:UTM  16      -  ADAMS                                    267 44 50.6
 JZ2113
 JZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1907918449(NAD 83)
 JZ2113
 JZ2113|---------------------------------------------------------------------|
 JZ2113| PID    Reference Object                     Distance      Geod. Az  |
 JZ2113|                                                           dddmmss.s |
 JZ2113| JZ2112 NORTH VERNON RM                                    01926     |
 JZ2113| JZ3365 ADAMS                               APPROX. 1.6 KM 2683647.2 |
 JZ2113|---------------------------------------------------------------------|
 JZ2113
 JZ2113                          SUPERSEDED SURVEY CONTROL
 JZ2113
 JZ2113  NAD 83(2007)-  39 00 25.09365(N)    085 37 28.97346(W) AD(2002.00) 0
 JZ2113  ELLIP H (02/10/07)  186.841  (m)                       GP(2002.00)    
 JZ2113  NAD 83(1997)-  39 00 25.09388(N)    085 37 28.97332(W) AD(       ) B
 JZ2113  ELLIP H (04/10/98)  186.874  (m)                       GP(       ) 4 1
 JZ2113  NAD 83(1995)-  39 00 25.08655(N)    085 37 29.12084(W) AD(       ) 2
 JZ2113  NAD 83(1993)-  39 00 25.08732(N)    085 37 29.12000(W) AD(       ) 2
 JZ2113  NAD 83(1986)-  39 00 25.08748(N)    085 37 29.12637(W) AD(       ) 2
 JZ2113  NAD 27      -  39 00 24.89700(N)    085 37 29.07000(W) AD(       ) 2
 JZ2113  USSD        -  39 00 25.05300(N)    085 37 28.89600(W) AD(       ) 3
 JZ2113  NAVD 88             220.84   (m)          724.5    (f) LEVELING    3  
 JZ2113  NGVD 29 (??/??/92)  220.958  (m)          724.93   (f) ADJ UNCH    1 2
 JZ2113  NGVD 29             220.96   (m)          724.9    (f) LEVELING    3  
 JZ2113
 JZ2113.Superseded values are not recommended for survey control.
 JZ2113
 JZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2113.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2113
 JZ2113_MARKER: DS = TRIANGULATION STATION DISK
 JZ2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2113_STAMPING: NORTH VERNON 1920
 JZ2113_MARK LOGO: CGS
 JZ2113_PROJECTION: FLUSH
 JZ2113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2113+STABILITY: SURFACE MOTION
 JZ2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2113+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2015
 JZ2113
 JZ2113  HISTORY     - Date     Condition        Report By
 JZ2113  HISTORY     - 1920     MONUMENTED       CGS
 JZ2113  HISTORY     - 1942     GOOD             CGS
 JZ2113  HISTORY     - 1979     GOOD             DOD
 JZ2113  HISTORY     - 1980     GOOD             USACE
 JZ2113  HISTORY     - 19970821 GOOD             SEC
 JZ2113  HISTORY     - 19980720 GOOD             WOOLPT
 JZ2113  HISTORY     - 20020211 GOOD             INDNR
 JZ2113  HISTORY     - 20030701 GOOD             INDOT
 JZ2113  HISTORY     - 20100111 POOR             INDIV
 JZ2113  HISTORY     - 20110909 GOOD             JCLS
 JZ2113  HISTORY     - 20151118 GOOD             INDOT
 JZ2113
 JZ2113                          STATION DESCRIPTION
 JZ2113
 JZ2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ2113'IN THE RAILROAD YARDS OF NORTH VERNON, ABOUT 25 YARDS W OF THE ROUND
 JZ2113'BRICK TOWER OF THE BALTIMORE AND OHIO RAILROAD STATION, 3.38
 JZ2113'METERS 11.09 FEET N OF THE RAIL OF THE RAILROAD SIDING, AND ABOUT 25
 JZ2113'YARDS E OF MADISON STREET.  THE STATION, UNDERGROUND, AND
 JZ2113'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ2113'THE N AND NEAREST RAIL OF THE BALTIMORE AND
 JZ2113'OHIO MAIN LINE IS AT A DISTANCE OF 7.940 METERS 26.05 FEET AND THE E
 JZ2113'AND NEAREST RAIL THE RIGHT GOING TO INDIANAPOLIS OF THE
 JZ2113'PENNSYLVANIA MAIN LINE IS AT A DISTANCE OF 7.945 METERS 26.07
 JZ2113'FEET.  THE REFERENCE MARK IS SET IN CONCRETE IN THE CURB AT THE S
 JZ2113'SIDE OF O AND M AVENUE, 15.11 METERS 49.57 FEET FROM THE
 JZ2113'STATION N 19 DEG 26 MIN E.
 JZ2113
 JZ2113                          STATION RECOVERY (1942)
 JZ2113
 JZ2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JZ2113'AT NORTH VERNON.
 JZ2113'AT NORTH VERNON, JENNINGS COUNTY, IN THE NORTHEAST CORNER OF THE
 JZ2113'CROSSING OF THE BALTIMORE AND OHIO AND THE PENNSYLVANIA RAILROADS,
 JZ2113'21.8 FEET SOUTHEAST OF THE CORNER OF A SHANTY OCCUPIED BY A
 JZ2113'WATCHMAN, 25.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE P.R.R.
 JZ2113'MAIN TRACK, 11 FEET NORTH OF THE B AND O R.R. MAIN TRACK, AND
 JZ2113'ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND.  A STANDARD
 JZ2113'TRIANGULATION-STATION DISK, STAMPED NORTH VERNON 1920 AND SET
 JZ2113'IN THE TOP OF A CONCRETE POST.
 JZ2113
 JZ2113                          STATION RECOVERY (1979)
 JZ2113
 JZ2113'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2113'RECOVERED IN GOOD CONDITION.
 JZ2113
 JZ2113                          STATION RECOVERY (1980)
 JZ2113
 JZ2113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1980 (MKF)
 JZ2113'NORTH VERNON 1920 RECOVERED GOOD.
 JZ2113'
 JZ2113'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTH VERNON.
 JZ2113
 JZ2113                          STATION RECOVERY (1997)
 JZ2113
 JZ2113'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2113'THE STATION IS 20 MILES (32.2 KM) SOUTHEAST OF COLUMBUS, 14 MILES
 JZ2113'(22.5 KM) NORTHEAST OF SEYMOUR AND 7 MILES (11.3 KM) SOUTHWEST OF
 JZ2113'BUTLERVILLE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 JZ2113'50 AND STATE ROAD 7, GO NORTH ON STATE ROAD 7 FOR 0.05 MILES (0.08 KM)
 JZ2113'TO A ROAD, MAIN STREET.  TURN RIGHT AND GO EAST FOR 0.20 MILES (0.32
 JZ2113'KM) TO MADISON STREET.  TURN LEFT AND GO NORTH FOR FEET TO STATION ON
 JZ2113'RIGHT.  THE STATION IS IN THE RIGHT-OF-WAY OF THE CSX RAILROAD.
 JZ2113'LOCATED AT AZIMUTH 217 DEGREES 29.90 METERS (98.10 FT) TO CENTERLINE
 JZ2113'OF ROAD, AZIMUTH 133 DEGREES 28.15 METERS (92.36 FT) TO NORTHWEST
 JZ2113'CORNER OF OLD RAILROAD DEPOT, AZIMUTH 237 DEGREES 22.06 METERS (72.38
 JZ2113'FT) TO RAILROAD CROSSING LIGHT, AZIMUTH 282 DEGREES 16.97 METERS
 JZ2113'(55.68 FT) TO RAILROAD CROSSING SIGN, AZIMUTH 102 DEGREES 3.67 METERS
 JZ2113'(12.04 FT) TO A 6-INCH STEEL POLE.
 JZ2113
 JZ2113                          STATION RECOVERY (1998)
 JZ2113
 JZ2113'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 JZ2113'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (ARL).
 JZ2113
 JZ2113                          STATION RECOVERY (2002)
 JZ2113
 JZ2113'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 JZ2113'RECOVERED IN GOOD CONDITION.
 JZ2113
 JZ2113                          STATION RECOVERY (2003)
 JZ2113
 JZ2113'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (LWP)
 JZ2113'RECOVERED AS DESCRIBED.
 JZ2113
 JZ2113                          STATION RECOVERY (2010)
 JZ2113
 JZ2113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 JZ2113'MARK APPEARS TO HAVE BEEN STRUCK.  THE ELEVATION APPEARS TO BE
 JZ2113'INCONSISTENT WITH A DIGITAL LEVEL RUN FROM D 92 THROUGH J 92, L 92, N
 JZ2113'92 AND CLOSING ON G 49.
 JZ2113
 JZ2113                          STATION RECOVERY (2011)
 JZ2113
 JZ2113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ2113'RECOVERED IN GOOD CONDITION.
 JZ2113
 JZ2113                          STATION RECOVERY (2015)
 JZ2113
 JZ2113'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 JZ2113'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2112 ***********************************************************************
 JZ2112  DESIGNATION -  NORTH VERNON RM
 JZ2112  PID         -  JZ2112
 JZ2112  STATE/COUNTY-  IN/JENNINGS
 JZ2112  COUNTRY     -  US
 JZ2112  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2112
 JZ2112                         *CURRENT SURVEY CONTROL
 JZ2112  ______________________________________________________________________
 JZ2112* NAD 83(1986) POSITION- 39 00 26.61   (N) 085 37 28.29   (W)   HD_HELD1
 JZ2112* NAVD 88 ORTHO HEIGHT -   221.245 (meters)      725.87  (feet) ADJUSTED
 JZ2112  ______________________________________________________________________
 JZ2112  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 JZ2112  DYNAMIC HEIGHT  -        221.104 (meters)      725.41  (feet) COMP
 JZ2112  MODELED GRAVITY -    979,986.2   (mgal)                       NAVD 88
 JZ2112
 JZ2112  VERT ORDER      -  FIRST     CLASS II
 JZ2112
 JZ2112.The horizontal coordinates were determined by differentially corrected
 JZ2112.hand held GPS observations or other comparable positioning techniques
 JZ2112.and have an estimated accuracy of +/- 3 meters.
 JZ2112
 JZ2112.The orthometric height was determined by differential leveling and
 JZ2112.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2112.in June 1991.
 JZ2112
 JZ2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2112.GEOID18 height accuracy estimate available here.
 JZ2112
 JZ2112.Click photographs - Photos may exist for this station.
 JZ2112
 JZ2112.The dynamic height is computed by dividing the NAVD 88
 JZ2112.geopotential number by the normal gravity value computed on the
 JZ2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2112.degrees latitude (g = 980.6199 gals.).
 JZ2112
 JZ2112.The modeled gravity was interpolated from observed gravity values.
 JZ2112
 JZ2112;                    North         East    Units  Estimated Accuracy
 JZ2112;SPC IN E     -   417,317.7     103,650.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2112
 JZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1909418496(NAD 83)
 JZ2112
 JZ2112                          SUPERSEDED SURVEY CONTROL
 JZ2112
 JZ2112  NGVD 29 (??/??/92)  221.364  (m)          726.26   (f) ADJ UNCH    1 2
 JZ2112
 JZ2112.Superseded values are not recommended for survey control.
 JZ2112
 JZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2112.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2112
 JZ2112_MARKER: DR = REFERENCE MARK DISK
 JZ2112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2112_SP_SET: CURB
 JZ2112_STAMPING: NORTH VERNON 1920
 JZ2112_MARK LOGO: CGS
 JZ2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2112
 JZ2112  HISTORY     - Date     Condition        Report By
 JZ2112  HISTORY     - 1920     MONUMENTED       CGS
 JZ2112  HISTORY     - 1942     GOOD             CGS
 JZ2112  HISTORY     - 1979     GOOD             DOD
 JZ2112
 JZ2112                          STATION DESCRIPTION
 JZ2112
 JZ2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ2112'AT NORTH VERNON.
 JZ2112'AT NORTH VERNON, JENNINGS COUNTY, ON THE SOUTHWEST SIDE OF O AND
 JZ2112'M STREET, NEAR THE INTERSECTION OF FOURTH STREET, DIRECTLY
 JZ2112'OPPOSITE THE GEORGE LOTZ RESTAURANT, 6.9 FEET NORTHEAST OF THE
 JZ2112'CENTERLINE OF THE SPUR TRACK LEADING FROM THE BALTIMORE AND
 JZ2112'OHIO RAILROAD MAIN TRACK TO THE PENNSYLVANIA RAILROAD MAIN TRACK,
 JZ2112'2 FEET WEST OF A LAMPPOST, AND IN THE TOP OF A CURB.  A STANDARD
 JZ2112'REFERENCE-MARK DISK, STAMPED NORTH VERNON 1920.
 JZ2112
 JZ2112                          STATION RECOVERY (1979)
 JZ2112
 JZ2112'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1606 ***********************************************************************
 LA1606  DESIGNATION -  NOTCH
 LA1606  PID         -  LA1606
 LA1606  STATE/COUNTY-  IN/GRANT
 LA1606  COUNTRY     -  US
 LA1606  USGS QUAD   -  MARION (2019)
 LA1606
 LA1606                         *CURRENT SURVEY CONTROL
 LA1606  ______________________________________________________________________
 LA1606* NAD 83(1986) POSITION- 40 33 24.     (N) 085 39 20.     (W)   SCALED
 LA1606* NAVD 88 ORTHO HEIGHT -   245.70  (+/-2cm)      806.1   (feet) VERTCON3
 LA1606  ______________________________________________________________________
 LA1606  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 LA1606  VERT ORDER      -  THIRD (See Below)
 LA1606
 LA1606.The horizontal coordinates were scaled from a map and have
 LA1606.an estimated accuracy of +/- 6 seconds.
 LA1606
 LA1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1606
 LA1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1606.GEOID18 height accuracy estimate available here.
 LA1606
 LA1606.The vertical order pertains to the NGVD 29 superseded value.
 LA1606
 LA1606.Click photographs - Photos may exist for this station.
 LA1606
 LA1606;                    North         East    Units  Estimated Accuracy
 LA1606;SPC IN E     -   589,330.      100,940.      MT  (+/- 180 meters Scaled)
 LA1606
 LA1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138904(NAD 83)
 LA1606
 LA1606                          SUPERSEDED SURVEY CONTROL
 LA1606
 LA1606  NGVD 29 (??/??/??)  245.82   (m)          806.5    (f) RESET       3  
 LA1606
 LA1606.Superseded values are not recommended for survey control.
 LA1606
 LA1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1606.See file dsdata.pdf to determine how the superseded data were derived.
 LA1606
 LA1606_MARKER: Z = SEE DESCRIPTION
 LA1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1606_SP_SET: FOUNDATION
 LA1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1606
 LA1606  HISTORY     - Date     Condition        Report By
 LA1606  HISTORY     - UNK      MONUMENTED       LOCSUR
 LA1606  HISTORY     - 1961     GOOD             CGS
 LA1606
 LA1606                          STATION DESCRIPTION
 LA1606
 LA1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1606'AT MARION.
 LA1606'AT MARION, 14 FEET WEST OF THE WEST RAIL OF THE NICKEL PLATE
 LA1606'RAILROAD AND 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF A LIQUOR
 LA1606'STORE BUILDING, A NOTCH CUT IN THE TOP OF THE EAST FOUNDATION
 LA1606'WALL OF THE LIQUOR STORE.  NOTE-- THIS MARK WAS SET TO REPLACE
 LA1606'H 5.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2221 ***********************************************************************
 ME2221  DESIGNATION -  NOTRE DAME AZ MK
 ME2221  PID         -  ME2221
 ME2221  STATE/COUNTY-  IN/ST JOSEPH
 ME2221  COUNTRY     -  US
 ME2221  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2221
 ME2221                         *CURRENT SURVEY CONTROL
 ME2221  ______________________________________________________________________
 ME2221* NAD 83(1997) POSITION- 41 41 35.21894(N) 086 14 17.70311(W)   ADJUSTED
 ME2221* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 ME2221  ______________________________________________________________________
 ME2221  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 ME2221  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 ME2221  HORZ ORDER      -  SECOND
 ME2221
 ME2221.The horizontal coordinates were established by classical geodetic methods
 ME2221.and adjusted by the National Geodetic Survey in May 1999.
 ME2221
 ME2221.The orthometric height was scaled from a topographic map.
 ME2221
 ME2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2221.GEOID18 height accuracy estimate available here.
 ME2221
 ME2221.Click photographs - Photos may exist for this station.
 ME2221
 ME2221.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2221
 ME2221. The following values were computed from the NAD 83(1997) position.
 ME2221
 ME2221;                    North         East     Units Scale Factor Converg.
 ME2221;SPC IN E     -   715,691.426    52,418.455   MT  0.99999452   -0 22 48.7
 ME2221;SPC IN E     - 2,348,064.29    171,976.21   sFT  0.99999452   -0 22 48.7
 ME2221;UTM  16      - 4,615,984.485   563,388.676   MT  0.99964945   +0 30 24.1
 ME2221
 ME2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2221!SPC IN E     -   0.99996987  x   0.99999452  =   0.99996439
 ME2221!UTM  16      -   0.99996987  x   0.99964945  =   0.99961933
 ME2221
 ME2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6338815984(NAD 83)
 ME2221
 ME2221                          SUPERSEDED SURVEY CONTROL
 ME2221
 ME2221  NAD 83(1994)-  41 41 35.21981(N)    086 14 17.70695(W) AD(       ) 2
 ME2221  NAD 83(1986)-  41 41 35.22047(N)    086 14 17.70880(W) AD(       ) 2
 ME2221  NAD 27      -  41 41 35.04490(N)    086 14 17.68500(W) AD(       ) 2
 ME2221
 ME2221.Superseded values are not recommended for survey control.
 ME2221
 ME2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2221.See file dsdata.pdf to determine how the superseded data were derived.
 ME2221
 ME2221_MARKER: DZ = AZIMUTH MARK DISK
 ME2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2221_STAMPING: NOTRE DAME 1952
 ME2221_MARK LOGO: CGS
 ME2221_PROJECTION: FLUSH
 ME2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2221+STABILITY: SURFACE MOTION
 ME2221
 ME2221  HISTORY     - Date     Condition        Report By
 ME2221  HISTORY     - 1952     MONUMENTED       CGS
 ME2221  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME2221  HISTORY     - 20011128 MARK NOT FOUND   NGS
 ME2221  HISTORY     - 20050917 MARK NOT FOUND   GEOCAC
 ME2221
 ME2221                          STATION DESCRIPTION
 ME2221
 ME2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2221'MARK IS 82 FEET NORTH OF THE CENTER OF ANGELA AVENUE, 46 FEET
 ME2221'EAST OF THE CENTER OF NOTRE
 ME2221'DAME AVENUE AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 ME2221'THE DISK IS STAMPED NOTRE DAME 1952.
 ME2221
 ME2221                          STATION RECOVERY (2001)
 ME2221
 ME2221'RECOVERY NOTE BY US POWER SQUADRON 2001 (SR)
 ME2221'MARK NOT FOUND.
 ME2221
 ME2221                          STATION RECOVERY (2001)
 ME2221
 ME2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2221'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME2221
 ME2221                          STATION RECOVERY (2005)
 ME2221
 ME2221'RECOVERY NOTE BY GEOCACHING 2005 (BGA)
 ME2221'COMMENTS POSTED AT ME2221 -
 ME2221'HTTP*COLON*//WWW.GEOCACHING.COM/MARK/DETAILS.ASPX*QUESTION
 ME2221'MARK*PID=ME2221
 ME2221'
 ME2221'THE ND LOGO FLOWERBED/MOUND IS NOW AT THIS LOCATION AT THE CORNER OF
 ME2221'NOTRE DAME AV. AND ANGELA AV. MARK IS LIKELY TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2084 ***********************************************************************
 ME2084  DESIGNATION -  NOTRE DAME RESET
 ME2084  PID         -  ME2084
 ME2084  STATE/COUNTY-  IN/ST JOSEPH
 ME2084  COUNTRY     -  US
 ME2084  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2084
 ME2084                         *CURRENT SURVEY CONTROL
 ME2084  ______________________________________________________________________
 ME2084* NAD 83(1986) POSITION- 41 41 58.     (N) 086 14 16.     (W)   SCALED
 ME2084* NAVD 88 ORTHO HEIGHT -   223.89  (+/-2cm)      734.5   (feet) VERTCON3
 ME2084  ______________________________________________________________________
 ME2084  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 ME2084  VERT ORDER      -  THIRD (See Below)
 ME2084
 ME2084.The horizontal coordinates were scaled from a map and have
 ME2084.an estimated accuracy of +/- 6 seconds.
 ME2084
 ME2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2084
 ME2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2084.GEOID18 height accuracy estimate available here.
 ME2084
 ME2084.The vertical order pertains to the NGVD 29 superseded value.
 ME2084
 ME2084.Click photographs - Photos may exist for this station.
 ME2084
 ME2084;                    North         East    Units  Estimated Accuracy
 ME2084;SPC IN E     -   716,390.       52,460.      MT  (+/- 180 meters Scaled)
 ME2084
 ME2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM634166(NAD 83)
 ME2084
 ME2084                          SUPERSEDED SURVEY CONTROL
 ME2084
 ME2084  NGVD 29 (08/22/16)  224.00   (m)          734.9    (f) RESET       3  
 ME2084
 ME2084.Superseded values are not recommended for survey control.
 ME2084
 ME2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2084.See file dsdata.pdf to determine how the superseded data were derived.
 ME2084
 ME2084_MARKER: DV = VERTICAL CONTROL DISK
 ME2084_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2084_SP_SET: STEP
 ME2084_STAMPING: UNIV OF NOTRE DAME RESET 1976
 ME2084_MARK LOGO: NGS
 ME2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2084
 ME2084  HISTORY     - Date     Condition        Report By
 ME2084  HISTORY     - 1976     MONUMENTED       NGS
 ME2084  HISTORY     - 20011128 MARK NOT FOUND   NGS
 ME2084  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 ME2084
 ME2084                          STATION DESCRIPTION
 ME2084
 ME2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ME2084'IN NOTRE DAME.
 ME2084'IN NOTRE DAME, AT THE UNIVERSITY OF NOTRE DAME, AT THE EXTREME
 ME2084'SOUTHEAST END OF THE LAW BUILDING, AT THE SOUTH EDGE OF A CONCRETE
 ME2084'STEP AT THE SOUTH EDGE OF A DOUBLE DOOR AND AT THE SOUTHEAST ENTRANCE
 ME2084'TO THE LAW BUILDING, IN THE CONCRETE STEP.
 ME2084
 ME2084                          STATION RECOVERY (2001)
 ME2084
 ME2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2084'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME2084
 ME2084                          STATION RECOVERY (2003)
 ME2084
 ME2084'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 ME2084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3205 ***********************************************************************
 ME3205  DESIGNATION -  NOTRE DAME RESET
 ME3205  PID         -  ME3205
 ME3205  STATE/COUNTY-  IN/ST JOSEPH
 ME3205  COUNTRY     -  US
 ME3205  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME3205
 ME3205                         *CURRENT SURVEY CONTROL
 ME3205  ______________________________________________________________________
 ME3205* NAD 83(1997) POSITION- 41 41 49.99702(N) 086 14 07.53589(W)   ADJUSTED
 ME3205* NAVD 88 ORTHO HEIGHT -   223.69  (+/-2cm)      733.9   (feet) VERTCON3
 ME3205  ______________________________________________________________________
 ME3205  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 ME3205  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 ME3205  HORZ ORDER      -  SECOND
 ME3205  VERT ORDER      -  THIRD ? (See Below)
 ME3205
 ME3205.The horizontal coordinates were established by classical geodetic methods
 ME3205.and adjusted by the National Geodetic Survey in May 1999.
 ME3205
 ME3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3205
 ME3205.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3205.GEOID18 height accuracy estimate available here.
 ME3205
 ME3205.The vertical order pertains to the NGVD 29 superseded value.
 ME3205
 ME3205.Click photographs - Photos may exist for this station.
 ME3205
 ME3205.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3205
 ME3205. The following values were computed from the NAD 83(1997) position.
 ME3205
 ME3205;                    North         East     Units Scale Factor Converg.
 ME3205;SPC IN E     -   716,145.791    52,656.569   MT  0.99999424   -0 22 42.0
 ME3205;SPC IN E     - 2,349,554.98    172,757.43   sFT  0.99999424   -0 22 42.0
 ME3205;UTM  16      - 4,616,442.323   563,619.649   MT  0.99964981   +0 30 31.0
 ME3205
 ME3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3205!SPC IN E     -   0.99997021  x   0.99999424  =   0.99996445
 ME3205!UTM  16      -   0.99997021  x   0.99964981  =   0.99962003
 ME3205
 ME3205:                Primary Azimuth Mark                     Grid Az
 ME3205:SPC IN E     -  NOTRE DAME AZ MK                         207 39 26.0
 ME3205:UTM  16      -  NOTRE DAME AZ MK                         206 46 13.0
 ME3205
 ME3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6361916442(NAD 83)
 ME3205
 ME3205|---------------------------------------------------------------------|
 ME3205| PID    Reference Object                     Distance      Geod. Az  |
 ME3205|                                                           dddmmss.s |
 ME3205| CM3245 NOTRE DAME RM 1                      24.920 METERS 01620     |
 ME3205| CM3247 NOTRE DAME RM 3                      11.995 METERS 05413     |
 ME3205| CM3246 NOTRE DAME RM 2                      25.795 METERS 10545     |
 ME3205| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX. 4.1 KM 1812433.2 |
 ME3205| ME2229 S BEND S MOORE MUNICIPAL TANK       APPROX. 6.5 KM 1864105.1 |
 ME3205| ME2230 S BEND JAMES MONROE SCH STACK       APPROX. 6.1 KM 1874308.1 |
 ME3205| ME2243 S BEND STUDEBAKER PLANT 3 STK       APPROX. 6.4 KM 1951436.6 |
 ME3205| ME2221 NOTRE DAME AZ MK                    APPROX. 0.5 KM 2071644.0 |
 ME3205| ME2238 BENDIX FLD ST JOSEPH APT BCN        APPROX. 6.4 KM 2734242.5 |
 ME3205| ME2211 S BEND NOTRE DAME SACR HRT CH       APPROX. 0.7 KM 3274359.3 |
 ME3205| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX. 0.7 KM 3352249.9 |
 ME3205| CM3248 NOTRE DAME RM 4                       6.979 METERS 35240     |
 ME3205| ME2214 S BEND NOTRE DAME WATER TANK        APPROX. 0.9 KM 3571231.0 |
 ME3205|---------------------------------------------------------------------|
 ME3205
 ME3205                          SUPERSEDED SURVEY CONTROL
 ME3205
 ME3205  NAD 83(1994)-  41 41 49.99788(N)    086 14 07.53968(W) AD(       ) 2
 ME3205  NAD 83(1986)-  41 41 49.99854(N)    086 14 07.54154(W) AD(       ) 2
 ME3205  NAD 27      -  41 41 49.82310(N)    086 14 07.51800(W) AD(       ) 2
 ME3205  NGVD 29             223.80   (m)          734.3    (f) LEVELING    3  
 ME3205
 ME3205.Superseded values are not recommended for survey control.
 ME3205
 ME3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3205.See file dsdata.pdf to determine how the superseded data were derived.
 ME3205
 ME3205_MARKER: DS = TRIANGULATION STATION DISK
 ME3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3205_STAMPING: NOTRE DAME 1952 1968
 ME3205_MARK LOGO: CGS
 ME3205_PROJECTION: FLUSH
 ME3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3205+STABILITY: SURFACE MOTION
 ME3205
 ME3205  HISTORY     - Date     Condition        Report By
 ME3205  HISTORY     - 1952     MONUMENTED       CGS
 ME3205  HISTORY     - 1967     GOOD             BRADY
 ME3205  HISTORY     - 1968     GOOD             CGS
 ME3205  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 ME3205  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME3205  HISTORY     - 20011128 MARK NOT FOUND   NGS
 ME3205  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 ME3205
 ME3205                          STATION DESCRIPTION
 ME3205
 ME3205'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME3205'STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF NOTRE DAME
 ME3205'LOCATED IN THE NORTHEAST SECTION OF SOUTH BEND.  IT IS 0.1 MILE
 ME3205'SOUTHWEST OF THE MAIN ENTRANCE TO THE UNIVERSITY OF NOTRE DAME
 ME3205'STADIUM, 266 FEET WEST OF GATE 15 OF THE STADIUM, 35 FEET EAST OF THE
 ME3205'CENTER OF A PAVED ROAD AND 14 FEET NORTH OF A WHITE WITNESS POST.  THE
 ME3205'MARK IS FLUSH AND THE DISK IS STAMPED NOTRE DAME 1952.
 ME3205'
 ME3205'REFERENCE MARK NO. 1 IS 59 FEET EAST OF THE CENTER OF THE PAVED ROAD
 ME3205'AND 75 FEET SOUTHWEST OF A 10 INCH ELM TREE.  THE MARK IS FLUSH AND
 ME3205'THE DISK IS STAMPED NOTRE DAME NO 1 1952.
 ME3205'
 ME3205'REFERENCE MARK NO. 2 IS 127 FEET SOUTH OF THE ELM TREE AND 1 FOOT
 ME3205'NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME3205'NOTRE DAME NO 2 1952.
 ME3205'
 ME3205'AZIMUTH MARK IS 82 FEET NORTH OF THE CENTER OF ANGELA AVENUE, 46 FEET
 ME3205'EAST OF THE CENTER OF NOTRE DAME AVENUE AND 1 FOOT EAST OF A FENCE
 ME3205'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED NOTRE DAME 1952.
 ME3205'
 ME3205'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME3205
 ME3205                          STATION RECOVERY (1967)
 ME3205
 ME3205'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967
 ME3205'STATION WAS FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR REFERENCE
 ME3205'MARKS.  OLD DESCRIPTION NOT ADEQUATE.  THE MARK IS 500 FT.  (PLUS OR
 ME3205'MINUS) SW OF GATE 15, 35 FT. E OF PAVEMENT, 200 FT. S OF S EDGE OF
 ME3205'ASPHALT PARKING LOT ON W SIDE OF STADIUM.
 ME3205
 ME3205                          STATION RECOVERY (1968)
 ME3205
 ME3205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME3205'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE SITE OF
 ME3205'THE STATION MARK AND REFERENCE MARK 2 IS BEING PAVED AND MADE INTO A
 ME3205'PARKING LOT.  THE STATION MARK WAS LOWERED 3 INCHES AT THE REQUEST OF
 ME3205'THE CONTRACTOR AND REFERENCE MARK 2 WAS DESTROYED.  REFERENCE MARK 1
 ME3205'MAY BE DESTROYED BY FUTURE CONSTRUCTION AND REFERENCE MARKS 3 AND 4
 ME3205'WERE SET.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 ME3205'
 ME3205'THE STATION MARK IS 23 FEET SOUTH OF A CONCRETE RETAINING WALL AND IN
 ME3205'THE NORTHWEST CORNER OF A PAVED PARKING LOT.  THE MARK IS FLUSH AND
 ME3205'THE DISK IS STAMPED NOTRE DAME 1952 1968.
 ME3205'
 ME3205'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF
 ME3205'THE CONCRETE RETAINING WALL AT THE NORTH EDGE OF THE LOT, 36 FEET EAST
 ME3205'OF THE WEST EDGE OF THE WALL.  THE DISK IS STAMPED NOTRE DAME 1952 NO
 ME3205'3 1968.
 ME3205'
 ME3205'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF
 ME3205'THE CONCRETE RETAINING WALL AT THE NORTH EDGE OF THE LOT, 1-1/2 FEET
 ME3205'EAST OF THE NORTHWEST CORNER OF THE WALL.  THE DISK IS STAMPED NOTRE
 ME3205'DAME 1952 NO 4 1968.
 ME3205'
 ME3205'THE AZIMUTH MARK IS AS DESCRIBED AND 1 FOOT EAST OF A METAL WITNESS
 ME3205'POST.
 ME3205'
 ME3205'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME3205
 ME3205                          STATION RECOVERY (1983)
 ME3205
 ME3205'RECOVERY NOTE BY US POWER SQUADRON 1983 (GEB)
 ME3205'STATION NOT RECOVERED.
 ME3205'
 ME3205'SOUTH WALL OF ENGINEERING BUILDING HAS A NEW ADDITION ADDED IN
 ME3205'1979.  THE BENCHMARK AREA, AT THE SECOND PILASTER FROM THE SOUTHWEST
 ME3205'CORNER AND 30 FEET EAST, IS NOW INSIDE THE NEW ADDITION, COVERED
 ME3205'WITH CONCRETE AND QUARRY TILE.  THE ORIGINAL FACE OF THE BUILDING
 ME3205'IN THIS AREA STILL EXISTS.
 ME3205
 ME3205                          STATION RECOVERY (2001)
 ME3205
 ME3205'RECOVERY NOTE BY US POWER SQUADRON 2001 (SR)
 ME3205'MARK NOT FOUND.
 ME3205
 ME3205                          STATION RECOVERY (2001)
 ME3205
 ME3205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME3205'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME3205
 ME3205                          STATION RECOVERY (2003)
 ME3205
 ME3205'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 ME3205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2016 ***********************************************************************
 LA2016  DESIGNATION -  NOTTINGHAM
 LA2016  PID         -  LA2016
 LA2016  STATE/COUNTY-  IN/WELLS
 LA2016  COUNTRY     -  US
 LA2016  USGS QUAD   -  PETROLEUM (2019)
 LA2016
 LA2016                         *CURRENT SURVEY CONTROL
 LA2016  ______________________________________________________________________
 LA2016* NAD 83(1997) POSITION- 40 34 40.53411(N) 085 08 58.72187(W)   ADJUSTED
 LA2016* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 LA2016  ______________________________________________________________________
 LA2016  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 LA2016  LAPLACE CORR    -          2.91  (seconds)                    DEFLEC18
 LA2016  HORZ ORDER      -  SECOND
 LA2016
 LA2016.The horizontal coordinates were established by classical geodetic methods
 LA2016.and adjusted by the National Geodetic Survey in May 1999.
 LA2016
 LA2016.The orthometric height was scaled from a topographic map.
 LA2016
 LA2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2016.GEOID18 height accuracy estimate available here.
 LA2016
 LA2016.Click photographs - Photos may exist for this station.
 LA2016
 LA2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2016
 LA2016. The following values were computed from the NAD 83(1997) position.
 LA2016
 LA2016;                    North         East     Units Scale Factor Converg.
 LA2016;SPC IN E     -   591,817.003   143,774.654   MT  0.99999024   +0 20 10.7
 LA2016;SPC IN E     - 1,941,652.95    471,700.68   sFT  0.99999024   +0 20 10.7
 LA2016;UTM  16      - 4,493,549.860   656,610.396   MT  0.99990191   +1 12 13.9
 LA2016
 LA2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2016!SPC IN E     -   0.99996235  x   0.99999024  =   0.99995259
 LA2016!UTM  16      -   0.99996235  x   0.99990191  =   0.99986427
 LA2016
 LA2016:                Primary Azimuth Mark                     Grid Az
 LA2016:SPC IN E     -  ASBUR                                    270 14 40.9
 LA2016:UTM  16      -  ASBUR                                    269 22 37.7
 LA2016
 LA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5661093549(NAD 83)
 LA2016
 LA2016|---------------------------------------------------------------------|
 LA2016| PID    Reference Object                     Distance      Geod. Az  |
 LA2016|                                                           dddmmss.s |
 LA2016| LA2064 PENNVILLE MUNICIPAL TANK            APPROX. 9.6 KM 1802436.6 |
 LA2016| CC9068 NOTTINGHAM RM 1                      24.432 METERS 23002     |
 LA2016| LA2034 MONTPELIER MUNICIPAL TANK           APPROX.11.0 KM 2550803.7 |
 LA2016| LA2029 ASBUR                               APPROX.18.8 KM 2703451.6 |
 LA2016| CC9069 NOTTINGHAM RM 2                      25.750 METERS 31512     |
 LA2016| LA0817 V 38                                               3532807.7 |
 LA2016|---------------------------------------------------------------------|
 LA2016
 LA2016                          SUPERSEDED SURVEY CONTROL
 LA2016
 LA2016  NAD 83(1995)-  40 34 40.53438(N)    085 08 58.72580(W) AD(       ) 2
 LA2016  NAD 83(1986)-  40 34 40.53656(N)    085 08 58.73653(W) AD(       ) 2
 LA2016  NAD 27      -  40 34 40.37060(N)    085 08 58.83360(W) AD(       ) 2
 LA2016
 LA2016.Superseded values are not recommended for survey control.
 LA2016
 LA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2016.See file dsdata.pdf to determine how the superseded data were derived.
 LA2016
 LA2016_MARKER: DS = TRIANGULATION STATION DISK
 LA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2016_STAMPING: NOTTINGHAM 1955
 LA2016_MARK LOGO: CGS
 LA2016_PROJECTION: FLUSH
 LA2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2016+STABILITY: SURFACE MOTION
 LA2016
 LA2016  HISTORY     - Date     Condition        Report By
 LA2016  HISTORY     - 1955     MONUMENTED       CGS
 LA2016  HISTORY     - 1964     GOOD             CGS
 LA2016
 LA2016                          STATION DESCRIPTION
 LA2016
 LA2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2016'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF MONTPELIER, ON
 LA2016'LAND OWNED BY CARL YARGER.
 LA2016'
 LA2016'IT IS ABOUT 125 FEET SOUTH OF A FARMHOUSE, 94 FEET EAST OF THE CENTER
 LA2016'OF STATE HIGHWAY 1, 81 FEET NORTHEAST OF A 4 IN BY 4 IN WHITE WITNESS
 LA2016'POST AND 63 FEET EAST OF A TELEPHONE POLE.
 LA2016'
 LA2016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303 IN
 LA2016'MONTPELIER, GO EAST ON HIGHWAY 18 FOR 6.9 MILES TO STATE HIGHWAY 1,
 LA2016'TURN LEFT AND GO NORTH ON HIGHWAY 1 FOR 1.9 MILES TO THE STATION ON
 LA2016'THE RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO THE AZIMUTH
 LA2016'MARK ON THE RIGHT.
 LA2016'
 LA2016'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2016'NOTTINGHAM 1955.
 LA2016'
 LA2016'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 LA2016'EAST OF A FENCE AND 1 FOOT NORTHEAST OF THE WITNESS POST.  THE MARK
 LA2016'PROJECTS 6 INCHES, AND THE DISK IS STAMPED NOTTINGHAM NO 1 1955.
 LA2016'
 LA2016'REFERENCE MARK 2 IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2
 LA2016'FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES, AND THE
 LA2016'DISK IS STAMPED NOTTINGHAM NO 1 1955.
 LA2016'
 LA2016'BENCH MARK V 38 IS 21 FEET EAST OF THE CENTER OF THE HIGHWAY AND 9.6
 LA2016'FEET WEST OF A FENCE.  THE MARK IS A STANDARD DISK SET IN A DRILLED
 LA2016'HOLE AT THE NORTH END OF A HEADWALL OF A CONCRETE CULVERT, AND THE
 LA2016'DISK IS STAMPED V 38 1934.
 LA2016'
 LA2016'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2016
 LA2016                          STATION RECOVERY (1964)
 LA2016
 LA2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2016'ABOUT 11.7 MILES S ALONG NO. 1 INDIANA HWY. FROM THE COURTHOUSE IN
 LA2016'BLUFFTON, 0.3 MILE S OF NOTTINGHAM CROSSROADS AND CEMETERY.
 LA2016'
 LA2016'IT IS 88.3 FEET S OF SE CORNER OF MAIN BODY OF 2-STORY FRAME HOUSE,
 LA2016'AND 94 FEET E OF CENTER LINE OF 22-FOOT ASPHALT HWY. PAVEMENT,
 LA2016'STANDARD DISKS STAMPED NOTTINGHAM 1955 ARE SET IN MARKS WITH THE UPPER
 LA2016'ONE FLUSH WITH GROUND.
 LA2016'
 LA2016'R.M. STAMPED NOTTINGHAM NO 1 1955, PROJECTS 0.5 FOOT, IS 24.430 METERS
 LA2016'OR 80.15 FEET S 50 DEG 02 MIN W FROM THE STATION, ABOUT 60 YARDS N OF
 LA2016'LOCAT CREST OF HWY. GRADE, 32 FEET E OF CENTER LINE OF HWY., 0.2 FOOT
 LA2016'HIGHER THAN SAME, AND 1.3 FEET E OF A STEEL WITNESS POST.
 LA2016'
 LA2016'R.M. STAMPED NOTTINGHAM NO 2 1955, PROJECTS 0.2 FOOT, IS 25.756 METERS
 LA2016'OR 84.50 FEET N 44 DEG 48 MIN W FROM THE STATION, 0.7 FOOT HIGHER THAN
 LA2016'CENTER LINE OF THE HWY., 35 FEET E OF SAME, 24 FEET S OF PROJECTED
 LA2016'PLANE OF S WALL OF HOUSE, AND 6 FEET N OF CENTER LINE OF GRAVELED
 LA2016'DRIVEWAY.
 LA2016'
 LA2016'AZIMUTH MARK STAMPED V 38 1934 IS A STANDARD BENCH MARK DISK SET 1.9
 LA2016'FEET S OF N END OF THE 8-FOOT CONCRETE HEADWALL OF A 12-INCH CONCRETE
 LA2016'PIPE CULVERT.  IT IS ABOUT 0.1 MILE N 06 DEG 32 MIN W FROM THE
 LA2016'STATION, 21 FEET E OF CENTER LINE OF THE HWY., AND 2.0 FEET LOWER THAN
 LA2016'SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9008 ***********************************************************************
 DG9008  CBN         -  This is a Cooperative Base Network Control Station.
 DG9008  DESIGNATION -  NPAL
 DG9008  PID         -  DG9008
 DG9008  STATE/COUNTY-  IN/HANCOCK
 DG9008  COUNTRY     -  US
 DG9008  USGS QUAD   -  ACTON (2019)
 DG9008
 DG9008                         *CURRENT SURVEY CONTROL
 DG9008  ______________________________________________________________________
 DG9008* NAD 83(2011) POSITION- 39 44 57.78765(N) 085 54 49.84133(W)   ADJUSTED
 DG9008* NAD 83(2011) ELLIP HT-   222.065 (meters)        (06/27/12)   ADJUSTED
 DG9008* NAD 83(2011) EPOCH   -  2010.00
 DG9008* NAVD 88 ORTHO HEIGHT -   255.9   (meters)      840.    (feet) GPS OBS
 DG9008  ______________________________________________________________________
 DG9008  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9008  GEOID HEIGHT    -        -33.812 (meters)                     GEOID03
 DG9008  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 DG9008  NAD 83(2011) X  -    349,920.203 (meters)                     COMP
 DG9008  NAD 83(2011) Y  - -4,898,235.157 (meters)                     COMP
 DG9008  NAD 83(2011) Z  -  4,056,772.342 (meters)                     COMP
 DG9008  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DG9008
 DG9008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9008  Standards:
 DG9008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9008  -------------------------------------------------------------------
 DG9008  NETWORK    0.96   1.78           0.43   0.35   0.91     -0.03936813
 DG9008  -------------------------------------------------------------------
 DG9008  Click here for local accuracies and other accuracy information.
 DG9008
 DG9008.The horizontal coordinates were established by GPS observations
 DG9008.and adjusted by the National Geodetic Survey in June 2012.
 DG9008
 DG9008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9008.been affixed to the stable North American tectonic plate. See 
 DG9008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9008
 DG9008.The horizontal coordinates are valid at the epoch date displayed above
 DG9008.which is a decimal equivalence of Year/Month/Day.
 DG9008
 DG9008.The orthometric height was determined by GPS observations and a
 DG9008.high-resolution geoid model.
 DG9008
 DG9008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9008.GEOID18 height accuracy estimate available here.
 DG9008
 DG9008.Click photographs - Photos may exist for this station.
 DG9008
 DG9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9008
 DG9008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9008
 DG9008.The ellipsoidal height was determined by GPS observations
 DG9008.and is referenced to NAD 83.
 DG9008
 DG9008. The following values were computed from the NAD 83(2011) position.
 DG9008
 DG9008;                    North         East     Units Scale Factor Converg.
 DG9008;SPC IN E     -   499,721.492    78,816.237   MT  0.99997219   -0 09 29.0
 DG9008;SPC IN E     - 1,639,502.93    258,582.94   sFT  0.99997219   -0 09 29.0
 DG9008;UTM  16      - 4,400,506.075   593,052.961   MT  0.99970660   +0 41 40.5
 DG9008
 DG9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9008!SPC IN E     -   0.99996516  x   0.99997219  =   0.99993735
 DG9008!UTM  16      -   0.99996516  x   0.99970660  =   0.99967177
 DG9008
 DG9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9305200506(NAD 83)
 DG9008
 DG9008                          SUPERSEDED SURVEY CONTROL
 DG9008
 DG9008  NAD 83(2007)-  39 44 57.78778(N)    085 54 49.84217(W) AD(2002.00) 0
 DG9008  ELLIP H (02/10/07)  222.085  (m)                       GP(2002.00)    
 DG9008  NAD 83(1997)-  39 44 57.78780(N)    085 54 49.84211(W) AD(       ) A
 DG9008  ELLIP H (01/19/05)  222.093  (m)                       GP(       ) 4 1
 DG9008
 DG9008.Superseded values are not recommended for survey control.
 DG9008
 DG9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9008.See file dsdata.pdf to determine how the superseded data were derived.
 DG9008
 DG9008_MARKER: DD = SURVEY DISK
 DG9008_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9008+WITH SETTING: INFORMATION.
 DG9008_MARK LOGO: IN-059
 DG9008_PROJECTION: RECESSED 15 CENTIMETERS
 DG9008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9008+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 DG9008
 DG9008  HISTORY     - Date     Condition        Report By
 DG9008  HISTORY     - 20030701 MONUMENTED       IN-059
 DG9008  HISTORY     - 20070925 GOOD             INDNR
 DG9008  HISTORY     - 20090203 GOOD             IN-059
 DG9008
 DG9008                          STATION DESCRIPTION
 DG9008
 DG9008'DESCRIBED BY HANCOCK COUNTY INDIANA 2003 (DWS)
 DG9008'THE STATION IS LOCATED APPROXIMATELY ON THE EAST-WEST HALF SECTION
 DG9008'LINE OF  SECTION 18, TOWNSHIP 15 NORTH, RANGE 6 EAST, ABOUT 13 MI WEST
 DG9008'OF DOWNTOWN INDIANAPOLIS,  8 MI WEST-SOUTHWEST OF GREENFIELD, 2 MI
 DG9008'NORTH-NORTHWEST OF NEW PALESTINE AND ON  SCHOOL PROPERTY.
 DG9008'
 DG9008'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 465
 DG9008'AND US HIGHWAY  52, GO SOUTHEAST FOR 6.6 MI ON HIGHWAY 52 TO COUNTY
 DG9008'ROAD 600 WEST.  TURN LEFT AND GO  NORTH ON ROAD 600 WEST FOR 1.6 MI TO
 DG9008'THE STATION ON THE RIGHT AT THE SOUTH PROPERTY  LINE OF SCHOOL
 DG9008'PROPERTY.
 DG9008'
 DG9008'THE STATION IS 52.0 FT EAST OF QUARTER SECTION MONUMENT (CENTER OF
 DG9008'COUNTY ROAD), 7.3 FT  SOUTHWEST OF THE SOUTHEAST CORNER OF A TELEPHONE
 DG9008'BOX, 6.7 FT SOUTHEAST OF THE  SOUTHWEST CORNER OF THE TELEPHONE BOX
 DG9008'AND 1 FT NORTH OF THE EXTENDED FENCE LINE.  IT IS  SET IN A BERNSTEN
 DG9008'MONUMENT BOX WITH HINGED COVER AND THE HANCOCK COUNTY SURVEY  MONUMENT
 DG9008'DISK HAS NO STAMPING.
 DG9008
 DG9008                          STATION RECOVERY (2007)
 DG9008
 DG9008'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 DG9008'RECOVERED IN GOOD CONDITION.
 DG9008
 DG9008                          STATION RECOVERY (2009)
 DG9008
 DG9008'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 DG9008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3256 ***********************************************************************
 JZ3256  DESIGNATION -  NUGENT
 JZ3256  PID         -  JZ3256
 JZ3256  STATE/COUNTY-  IN/DEARBORN
 JZ3256  COUNTRY     -  US
 JZ3256  USGS QUAD   -  HOOVEN (2016)
 JZ3256
 JZ3256                         *CURRENT SURVEY CONTROL
 JZ3256  ______________________________________________________________________
 JZ3256* NAD 83(1997) POSITION- 39 12 30.93198(N) 084 49 19.90448(W)   ADJUSTED
 JZ3256* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 JZ3256  ______________________________________________________________________
 JZ3256  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 JZ3256  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 JZ3256  HORZ ORDER      -  FIRST
 JZ3256
 JZ3256.The horizontal coordinates were established by classical geodetic methods
 JZ3256.and adjusted by the National Geodetic Survey in May 1999.
 JZ3256
 JZ3256.The orthometric height was scaled from a topographic map.
 JZ3256
 JZ3256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3256.GEOID18 height accuracy estimate available here.
 JZ3256
 JZ3256.Click photographs - Photos may exist for this station.
 JZ3256
 JZ3256.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3256
 JZ3256. The following values were computed from the NAD 83(1997) position.
 JZ3256
 JZ3256;                    North         East     Units Scale Factor Converg.
 JZ3256;SPC IN E     -   439,992.691   172,936.312   MT  1.00003214   +0 32 01.9
 JZ3256;SPC IN E     - 1,443,542.69    567,375.22   sFT  1.00003214   +0 32 01.9
 JZ3256;SPC OH S     -   136,748.294   399,462.547   MT  0.99994059   -1 28 24.5
 JZ3256;SPC OH S     -   448,648.36  1,310,570.04   sFT  0.99994059   -1 28 24.5
 JZ3256;UTM  16      - 4,342,184.324   688,034.131   MT  1.00003536   +1 22 37.5
 JZ3256
 JZ3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3256!SPC IN E     -   0.99996127  x   1.00003214  =   0.99999341
 JZ3256!SPC OH S     -   0.99996127  x   0.99994059  =   0.99990187
 JZ3256!UTM  16      -   0.99996127  x   1.00003536  =   0.99999663
 JZ3256
 JZ3256:                Primary Azimuth Mark                     Grid Az
 JZ3256:SPC IN E     -  COLGATE                                  059 59 42.8
 JZ3256:SPC OH S     -  COLGATE                                  062 00 09.2
 JZ3256:UTM  16      -  COLGATE                                  059 09 07.2
 JZ3256
 JZ3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8803442184(NAD 83)
 JZ3256
 JZ3256|---------------------------------------------------------------------|
 JZ3256| PID    Reference Object                     Distance      Geod. Az  |
 JZ3256|                                                           dddmmss.s |
 JZ3256| CC9073 NUGENT RM 3                           8.687 METERS 00037     |
 JZ3256| CC9071 NUGENT RM 1                          21.193 METERS 01556     |
 JZ3256| JZ3258 COLGATE                             APPROX. 7.0 KM 0603144.7 |
 JZ3256| CC9072 NUGENT RM 2                          24.040 METERS 23014     |
 JZ3256| CC9070 NUGENT AZ MK                                       2431420.6 |
 JZ3256|---------------------------------------------------------------------|
 JZ3256
 JZ3256                          SUPERSEDED SURVEY CONTROL
 JZ3256
 JZ3256  NAD 83(1995)-  39 12 30.93197(N)    084 49 19.90444(W) AD(       ) 1
 JZ3256  NAD 83(1993)-  39 12 30.93724(N)    084 49 19.91163(W) AD(       ) 1
 JZ3256  NAD 83(1986)-  39 12 30.93563(N)    084 49 19.91452(W) AD(       ) 1
 JZ3256  NAD 27      -  39 12 30.73500(N)    084 49 20.09400(W) AD(       ) 1
 JZ3256
 JZ3256.Superseded values are not recommended for survey control.
 JZ3256
 JZ3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3256.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3256
 JZ3256_MARKER: DS = TRIANGULATION STATION DISK
 JZ3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3256_STAMPING: NUGENT 1947
 JZ3256_MARK LOGO: CGS
 JZ3256_PROJECTION: FLUSH
 JZ3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3256+STABILITY: SURFACE MOTION
 JZ3256
 JZ3256  HISTORY     - Date     Condition        Report By
 JZ3256  HISTORY     - 1947     MONUMENTED       CGS
 JZ3256  HISTORY     - 1977     GOOD             NGS
 JZ3256
 JZ3256                          STATION DESCRIPTION
 JZ3256
 JZ3256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3256'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF HARRISON, OHIO, 3 AND
 JZ3256'1/2 MILES NORTH OF A POINT WHERE U.S. HIGHWAY 50 CROSSES THE
 JZ3256'OHIO-INDIANA STATE LINE, 2 MILES SOUTHEAST OF BRIGHT, INDIANA AND
 JZ3256'JUST WEST OF THE OHIO-INDIANA STATE LINE ON THE SUMMIT OF A
 JZ3256'HIGH RIDGE ON PROPERTY OWNED BY MR. JOHN NUGENT, 200 FEET SOUTHWEST
 JZ3256'OF HIS RESIDENCE, 77 FEET SOUTH OF A NORTHWEST FENCE CORNER AND
 JZ3256'GATE, 28 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD AND 4 FEET
 JZ3256'NORTHWEST OF FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND
 JZ3256'AND THE DISK IS STAMPED NUGENT 1947.
 JZ3256'
 JZ3256'REFERENCE MARK NO. 1 IS 69.53 FEET NORTH OF THE STATION, 18 FEET EAST
 JZ3256'OF THE CENTERLINE OF GRAVEL ROAD AND 8 FEET SOUTH OF NORTHWEST
 JZ3256'FENCE CORNER AND GATE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JZ3256'STAMPED NUGENT NO 1 1947.
 JZ3256'
 JZ3256'REFERENCE MARK NO. 2 IS 78.90 FEET SOUTHWEST OF THE STATION, 9 FEET
 JZ3256'NORTHEAST OF POWER POLE 501-789, 3 FEET NORTHWEST OF FENCE AND 1
 JZ3256'FOOT NORTHEAST OF TELEPHONE POLE. THE MARK PROJECTS 2 INCHES AND THE
 JZ3256'DISK IS STAMPED NUGENT NO 2 1947.
 JZ3256'
 JZ3256'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 20 FEET
 JZ3256'SOUTHEAST OF THE CENTERLINE OF GRAVEL ROAD, 8 FEET NORTH OF THE
 JZ3256'NORTHEAST GATE POST AND 6 FEET NORTHWEST OF FENCE. THE MARK PROJECTS
 JZ3256'2 INCHES AND THE DISK IS STAMPED NUGENT 1947.
 JZ3256'
 JZ3256'TO REACH THE STATION FROM A POINT WHERE U.S. HIGHWAY 50 CROSSES THE
 JZ3256'OHIO-INDIANA STATE LINE, GO NORTH-NORTHWEST ON STATE LINE ROAD
 JZ3256'FOR 4.3 MILES TO A GRAVEL ROAD RIGHT AT A LARGE WHITE HOUSE. TURN
 JZ3256'RIGHT AND GO EAST-NORTHEAST ON FOX RIDGE ROAD FOR 0.85 MILE TO
 JZ3256'MR. NUGENTS RESIDENCE AT A CURVE IN THE ROAD AND THE STATION AS
 JZ3256'DESCRIBED.
 JZ3256'
 JZ3256'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON GRAVEL
 JZ3256'ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH
 JZ3256'MARK ON THE LEFT AS DESCRIBED.
 JZ3256'
 JZ3256'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3256
 JZ3256                          STATION RECOVERY (1977)
 JZ3256
 JZ3256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JZ3256'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 JZ3256'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 JZ3256'DESTROYED BY GRADING.  THE AZIMUTH MARK WAS DESTROYED BY
 JZ3256'CONSTRUCTION OF A DRIVEWAY.  THE DISTANCE TO REFERENCE MARK 2
 JZ3256'CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 JZ3256'
 JZ3256'THE STATION MARK IS LOCATED IN THE FRONT YARD OF THE PROPERTY OF
 JZ3256'MR. AND MRS. JOHN H SKEEN, ROUTE NO. 4, HARRISON, OHIO, 51 FEET
 JZ3256'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTHEAST OF THE
 JZ3256'CENTERLINE OF PAVED ROAD, 24 FEET NORTHWEST OF A 10 INCH PINE
 JZ3256'TREE, 16 FEET SOUTHEAST OF A FENCE AND 39 FEET SOUTHWEST OF A
 JZ3256'FENCE.  THE MONUMENT IS 10 INCHES UNDERGROUND, ENCASED BY A TILE
 JZ3256'AND THE DISK IS STAMPED NUGENT 1947.
 JZ3256'
 JZ3256'REFERENCE MARK 2 IS 15 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JZ3256'ROAD, 2 FEET NORTHWEST OF A FENCE, 5 FEET NORTHEAST OF A TELEPHONE
 JZ3256'POLE AND 7 FEET SOUTHWEST OF A FENCE CORNER.  THE MONUMENT PROJECTS
 JZ3256'3 INCHES AND THE DISK IS STAMPED NUGENT NO 2 1947.
 JZ3256'
 JZ3256'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 JZ3256'MAGNETS, STAMPED NUGENT 1947 NO 3 1977, FLUSH WITH THE GROUND, 17
 JZ3256'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 INCHES WEST OF FENCE
 JZ3256'CORNER POST AND 22 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JZ3256'DRIVEWAY.
 JZ3256'
 JZ3256'TO REACH THE STATION FROM U.S. HIGHWAY 50 AND THE INDIANA-OHIO STATE
 JZ3256'LINE, GO NORTH ON STATE LINE ROAD FOR 4.3 MILES TO A PAVED ROAD
 JZ3256'RIGHT.  TURN RIGHT AND GO EASTERLY ON FOX RIDGE ROAD FOR 0.85 MILE
 JZ3256'TO THE STATION ON THE RIGHT.
 JZ3256'
 JZ3256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JZ3256'SOUTH OF HARRISON, OHIO.
 JZ3256'
 JZ3256'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1688 ***********************************************************************
 HA1688  DESIGNATION -  O
 HA1688  PID         -  HA1688
 HA1688  STATE/COUNTY-  IN/VANDERBURGH
 HA1688  COUNTRY     -  US
 HA1688  USGS QUAD   -  WILSON (2019)
 HA1688
 HA1688                         *CURRENT SURVEY CONTROL
 HA1688  ______________________________________________________________________
 HA1688* NAD 83(1997) POSITION- 37 50 06.99861(N) 087 40 37.42980(W)   ADJUSTED
 HA1688* NAVD 88 ORTHO HEIGHT -   107.    (meters)      351.    (feet) SCALED
 HA1688  ______________________________________________________________________
 HA1688  GEOID HEIGHT    -        -30.626 (meters)                     GEOID18
 HA1688  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 HA1688  HORZ ORDER      -  SECOND
 HA1688
 HA1688.The horizontal coordinates were established by classical geodetic methods
 HA1688.and adjusted by the National Geodetic Survey in May 1999.
 HA1688
 HA1688.The orthometric height was scaled from a topographic map.
 HA1688
 HA1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1688.GEOID18 height accuracy estimate available here.
 HA1688
 HA1688.Click photographs - Photos may exist for this station.
 HA1688
 HA1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1688
 HA1688. The following values were computed from the NAD 83(1997) position.
 HA1688
 HA1688;                    North         East     Units Scale Factor Converg.
 HA1688;SPC IN W     -   287,377.369   847,736.267   MT  1.00000030   -0 21 51.1
 HA1688;SPC IN W     -   942,837.25  2,781,281.40   sFT  1.00000030   -0 21 51.1
 HA1688;SPC KY1Z     - 1,168,440.521 1,330,391.482   MT  0.99990520   -1 10 59.3
 HA1688;SPC KY1Z     - 3,833,458.61  4,364,792.72   sFT  0.99990520   -1 10 59.3
 HA1688;SPC KY S     -   668,411.818   330,377.895   MT  0.99998357   -1 10 07.3
 HA1688;SPC KY S     - 2,192,947.77  1,083,914.81   sFT  0.99998357   -1 10 07.3
 HA1688;UTM  16      - 4,187,754.889   440,422.539   MT  0.99964372   -0 24 55.1
 HA1688
 HA1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1688!SPC IN W     -   0.99998803  x   1.00000030  =   0.99998833
 HA1688!SPC KY1Z     -   0.99998803  x   0.99990520  =   0.99989323
 HA1688!SPC KY S     -   0.99998803  x   0.99998357  =   0.99997160
 HA1688!UTM  16      -   0.99998803  x   0.99964372  =   0.99963176
 HA1688
 HA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4042287754(NAD 83)
 HA1688
 HA1688                          SUPERSEDED SURVEY CONTROL
 HA1688
 HA1688  NAD 83(1986)-  37 50 07.00468(N)    087 40 37.43265(W) AD(       ) 2
 HA1688  NAD 27      -  37 50 06.85432(N)    087 40 37.36854(W) AD(       ) 2
 HA1688
 HA1688.Superseded values are not recommended for survey control.
 HA1688
 HA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1688.See file dsdata.pdf to determine how the superseded data were derived.
 HA1688
 HA1688_MARKER: DD = SURVEY DISK
 HA1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1688_STAMPING: O
 HA1688_MARK LOGO: USACE
 HA1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1688+STABILITY: SURFACE MOTION
 HA1688
 HA1688  HISTORY     - Date     Condition        Report By
 HA1688  HISTORY     - 1962     MONUMENTED       USACE
 HA1688  HISTORY     - 19950503 MARK NOT FOUND   USPSQD
 HA1688
 HA1688                          STATION DESCRIPTION
 HA1688
 HA1688'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1962 (VBM)
 HA1688'THE STATION IS AT NAVIGATION LOCK AND DAM NO. 48, ABOUT 9-1/2 MILES
 HA1688'SOUTH AND 5-1/2 MILES WEST OF EVANSVILLE, ABOUT 4-1/2 MILES WEST
 HA1688'OF HENDERSON, KENTUCKY AND ON PROPERTY OWNED BY THE GOVERNMENT. IT IS
 HA1688'A U.S. ENGINEERS DEPARTMENT DISK STAMPED O SET IN THE TOP OF A 4
 HA1688'INCH BY 4 INCH CONCRETE POST THAT IS 12 INCHES BELOW THE SURFACE OF
 HA1688'THE GROUND. IT IS 89 FEET EAST OF THE EAST EDGE OF A PAVED PARKING
 HA1688'AREA, 34 FEET NORTH OF THE CENTERLINE OF A CONCRETE DRIVEWAY AND 24
 HA1688'FEET NORTH OF A LAMP POST.
 HA1688'
 HA1688'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE HIGHWAYS 62
 HA1688'AND 66 IN THE WEST EDGE OF EVANSVILLE, GO SOUTH ON ST. JOSEPH AVENUE
 HA1688'AND BROADWAY FOR 1.55 MILE TO A CROSS STREET. TURN LEFT AND GO
 HA1688'SOUTHERLY ON STINSON AVENUE FOR 0.25 MILE TO A Y-FORK. TAKE THE
 HA1688'LEFT FORK AND GO SOUTHERLY ON A PAVED ROAD, PASSING OVER A LARGE
 HA1688'WOODEN RAILROAD OVERPASS, FOR 3.3 MILES TO A SIDE ROAD RIGHT AT
 HA1688'DOGTOWN. CONTINUE SOUTHERLY AND WESTERLY ON THE PAVED ROAD FOR 10.4
 HA1688'MILES TO A SIDE ROAD LEFT AND A WATER TANK AND BUILDING ON THE
 HA1688'RIGHT. TURN LEFT AND GO WEST ON A CONCRETE DRIVEWAY FOR 0.15 MILE
 HA1688'TO THE STATION ON THE RIGHT.
 HA1688'
 HA1688'NOTE- A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HA1688'DIAMOND, THE DISTANCE BEING 89.11 FEET AND 27.1605 METERS.
 HA1688
 HA1688                          STATION RECOVERY (1995)
 HA1688
 HA1688'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1688'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1828 ***********************************************************************
 JZ1828  DESIGNATION -  O 1
 JZ1828  PID         -  JZ1828
 JZ1828  STATE/COUNTY-  IN/RIPLEY
 JZ1828  COUNTRY     -  US
 JZ1828  USGS QUAD   -  BATESVILLE (2019)
 JZ1828
 JZ1828                         *CURRENT SURVEY CONTROL
 JZ1828  ______________________________________________________________________
 JZ1828* NAD 83(1986) POSITION- 39 17 33.58   (N) 085 13 19.24   (W)   HD_HELD1
 JZ1828* NAVD 88 ORTHO HEIGHT -   297.629 (meters)      976.47  (feet) ADJUSTED
 JZ1828  ______________________________________________________________________
 JZ1828  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 JZ1828  DYNAMIC HEIGHT  -        297.443 (meters)      975.86  (feet) COMP
 JZ1828  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 JZ1828
 JZ1828  VERT ORDER      -  FIRST     CLASS II
 JZ1828
 JZ1828.The horizontal coordinates were determined by differentially corrected
 JZ1828.hand held GPS observations or other comparable positioning techniques
 JZ1828.and have an estimated accuracy of +/- 3 meters.
 JZ1828
 JZ1828.The orthometric height was determined by differential leveling and
 JZ1828.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1828.in June 1991.
 JZ1828
 JZ1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1828.GEOID18 height accuracy estimate available here.
 JZ1828
 JZ1828.Click photographs - Photos may exist for this station.
 JZ1828
 JZ1828.The dynamic height is computed by dividing the NAVD 88
 JZ1828.geopotential number by the normal gravity value computed on the
 JZ1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1828.degrees latitude (g = 980.6199 gals.).
 JZ1828
 JZ1828.The modeled gravity was interpolated from observed gravity values.
 JZ1828
 JZ1828;                    North         East    Units  Estimated Accuracy
 JZ1828;SPC IN E     -   449,080.2     138,358.5     MT  (+/- 3 meters HH1 GPS) 
 JZ1828
 JZ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5332750761(NAD 83)
 JZ1828
 JZ1828                          SUPERSEDED SURVEY CONTROL
 JZ1828
 JZ1828  NGVD 29 (??/??/92)  297.772  (m)          976.94   (f) ADJ UNCH    1 2
 JZ1828
 JZ1828.Superseded values are not recommended for survey control.
 JZ1828
 JZ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1828.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1828
 JZ1828_MARKER: DB = BENCH MARK DISK
 JZ1828_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JZ1828_STAMPING: O 1
 JZ1828_MARK LOGO: CGS
 JZ1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1828
 JZ1828  HISTORY     - Date     Condition        Report By
 JZ1828  HISTORY     - 1917     MONUMENTED       CGS
 JZ1828  HISTORY     - 1947     GOOD             CGS
 JZ1828  HISTORY     - 1986     GOOD             NGS
 JZ1828  HISTORY     - 20221220 MARK NOT FOUND   INDOT
 JZ1828
 JZ1828                          STATION DESCRIPTION
 JZ1828
 JZ1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1828'AT BATESVILLE.
 JZ1828'AT BATESVILLE, SET IN A SMALL PARK NORTH OF THE NEW YORK CENTRAL
 JZ1828'RAILROAD STATION, 53 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 JZ1828'THE STATION, 68.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JZ1828'STATION, 61 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH BLACK
 JZ1828'TOP STREET, 39 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 JZ1828'DRIVE WAY, AND SET IN THE TOP OF A STONE POST PROJECTING 12 IN.
 JZ1828
 JZ1828                          STATION RECOVERY (1986)
 JZ1828
 JZ1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1828'RECOVERED IN GOOD CONDITION.
 JZ1828
 JZ1828                          STATION RECOVERY (2022)
 JZ1828
 JZ1828'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1828'AREA WHERE THE MARK IS DESCRIBED IS NOW AN ASPHALT PARKING LOT FOR A
 JZ1828'CAR DEALER.  NO EVIDENCE WAS FOUND OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0658 ***********************************************************************
 KA0658  DESIGNATION -  O 3
 KA0658  PID         -  KA0658
 KA0658  STATE/COUNTY-  IN/PUTNAM
 KA0658  COUNTRY     -  US
 KA0658  USGS QUAD   -  GREENCASTLE (2019)
 KA0658
 KA0658                         *CURRENT SURVEY CONTROL
 KA0658  ______________________________________________________________________
 KA0658* NAD 83(1986) POSITION- 39 39 38.     (N) 086 49 52.     (W)   SCALED
 KA0658* NAVD 88 ORTHO HEIGHT -   234.298 (meters)      768.69  (feet) POSTED
 KA0658  ______________________________________________________________________
 KA0658  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KA0658  DYNAMIC HEIGHT  -        234.17  (meters)      768.3   (feet) COMP
 KA0658  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 KA0658
 KA0658  VERT ORDER      -  * POSTED, SEE BELOW
 KA0658
 KA0658.The horizontal coordinates were scaled from a map and have
 KA0658.an estimated accuracy of +/- 6 seconds.
 KA0658
 KA0658.The orthometric height was determined by differential leveling
 KA0658.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0658
 KA0658.* This is a POSTED BENCH MARK height.
 KA0658
 KA0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0658.GEOID18 height accuracy estimate available here.
 KA0658
 KA0658.Click photographs - Photos may exist for this station.
 KA0658
 KA0658.The dynamic height is computed by dividing the NAVD 88
 KA0658.geopotential number by the normal gravity value computed on the
 KA0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0658.degrees latitude (g = 980.6199 gals.).
 KA0658
 KA0658.The modeled gravity was interpolated from observed gravity values.
 KA0658
 KA0658;                    North         East    Units  Estimated Accuracy
 KA0658;SPC IN W     -   489,860.      921,640.      MT  (+/- 180 meters Scaled)
 KA0658
 KA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ144900(NAD 83)
 KA0658
 KA0658                          SUPERSEDED SURVEY CONTROL
 KA0658
 KA0658  NGVD 29 (??/??/92)  234.413  (m)          769.07   (f) ADJ UNCH    1 2
 KA0658
 KA0658.Superseded values are not recommended for survey control.
 KA0658
 KA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0658.See file dsdata.pdf to determine how the superseded data were derived.
 KA0658
 KA0658_MARKER: DB = BENCH MARK DISK
 KA0658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0658_SP_SET: PIER
 KA0658_STAMPING: O 3 ELEV 796.050 FT
 KA0658_MARK LOGO: CGS
 KA0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0658
 KA0658  HISTORY     - Date     Condition        Report By
 KA0658  HISTORY     - 1916     MONUMENTED       CGS
 KA0658  HISTORY     - 1946     GOOD             CGS
 KA0658  HISTORY     - 1985     GOOD             NGS
 KA0658
 KA0658                          STATION DESCRIPTION
 KA0658
 KA0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0658'2 MI E FROM GREENCASTLE.
 KA0658'2.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0658'THE STATION AT GREENCASTLE, 260 FEET SOUTHWEST OF MILEPOST 37,
 KA0658'AT THE CONCRETE OVERPASS OF A NORTH-AND-SOUTH GRAVEL ROAD, IN THE
 KA0658'SOUTH FACE OF THE EAST COLUMN OF THE FIRST CONCRETE PIER NORTH OF
 KA0658'THE TRACK, 6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND
 KA0658'TRACK, AND ABOUT 3 FEET ABOVE THE GROUND.
 KA0658
 KA0658                          STATION RECOVERY (1985)
 KA0658
 KA0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0658'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0658'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2376 ***********************************************************************
 JZ2376  DESIGNATION -  O 4
 JZ2376  PID         -  JZ2376
 JZ2376  STATE/COUNTY-  IN/MADISON
 JZ2376  COUNTRY     -  US
 JZ2376  USGS QUAD   -  INGALLS (2019)
 JZ2376
 JZ2376                         *CURRENT SURVEY CONTROL
 JZ2376  ______________________________________________________________________
 JZ2376* NAD 83(1997) POSITION- 39 58 47.06779(N) 085 45 34.75465(W)   ADJUSTED
 JZ2376* NAD 83(1997) ELLIP HT-   230.704 (meters)        (05/25/99)   ADJUSTED
 JZ2376* NAVD 88 ORTHO HEIGHT -   264.553 (meters)      867.95  (feet) ADJUSTED
 JZ2376  ______________________________________________________________________
 JZ2376  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2376  NAD 83(1997) X  -    361,888.997 (meters)                     COMP
 JZ2376  NAD 83(1997) Y  - -4,880,932.534 (meters)                     COMP
 JZ2376  NAD 83(1997) Z  -  4,076,410.376 (meters)                     COMP
 JZ2376  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 JZ2376  DYNAMIC HEIGHT  -        264.406 (meters)      867.47  (feet) COMP
 JZ2376  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 JZ2376
 JZ2376  HORZ ORDER      -  THIRD
 JZ2376  VERT ORDER      -  FIRST     CLASS II
 JZ2376  ELLP ORDER      -  FOURTH    CLASS I
 JZ2376
 JZ2376.The horizontal coordinates were established by GPS observations
 JZ2376.and adjusted by the National Geodetic Survey in May 1999.
 JZ2376
 JZ2376.The orthometric height was determined by differential leveling and
 JZ2376.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2376.in June 1991.
 JZ2376
 JZ2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2376.GEOID18 height accuracy estimate available here.
 JZ2376
 JZ2376.Click photographs - Photos may exist for this station.
 JZ2376
 JZ2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2376
 JZ2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2376
 JZ2376.The ellipsoidal height was determined by GPS observations
 JZ2376.and is referenced to NAD 83.
 JZ2376
 JZ2376.The dynamic height is computed by dividing the NAVD 88
 JZ2376.geopotential number by the normal gravity value computed on the
 JZ2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2376.degrees latitude (g = 980.6199 gals.).
 JZ2376
 JZ2376.The modeled gravity was interpolated from observed gravity values.
 JZ2376
 JZ2376. The following values were computed from the NAD 83(1997) position.
 JZ2376
 JZ2376;                    North         East     Units Scale Factor Converg.
 JZ2376;SPC IN E     -   525,272.412    92,057.365   MT  0.99996744   -0 03 35.1
 JZ2376;SPC IN E     - 1,723,331.24    302,024.87   sFT  0.99996744   -0 03 35.1
 JZ2376;UTM  16      - 4,426,245.295   605,908.299   MT  0.99973808   +0 47 49.3
 JZ2376
 JZ2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2376!SPC IN E     -   0.99996381  x   0.99996744  =   0.99993125
 JZ2376!UTM  16      -   0.99996381  x   0.99973808  =   0.99970190
 JZ2376
 JZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0590826245(NAD 83)
 JZ2376
 JZ2376                          SUPERSEDED SURVEY CONTROL
 JZ2376
 JZ2376  NAD 83(1986)-  39 58 47.06822(N)    085 45 34.76671(W) AD(       ) 3
 JZ2376  NAD 27      -  39 58 46.91428(N)    085 45 34.85346(W) AD(       ) 3
 JZ2376  NGVD 29 (??/??/92)  264.685  (m)          868.39   (f) ADJ UNCH    1 2
 JZ2376  NGVD 29 (02/23/89)  265.     (m)  RAPSU86  model used  GPS OBS        
 JZ2376
 JZ2376.Superseded values are not recommended for survey control.
 JZ2376
 JZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2376.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2376
 JZ2376_MARKER: DB = BENCH MARK DISK
 JZ2376_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2376_SP_SET: CULVERT WINGWALL
 JZ2376_STAMPING: O 4 ELEV 868.437 FT
 JZ2376_MARK LOGO: CGS
 JZ2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2376+STABILITY: SURFACE MOTION
 JZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2376+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2009
 JZ2376
 JZ2376  HISTORY     - Date     Condition        Report By
 JZ2376  HISTORY     - 1916     MONUMENTED       CGS
 JZ2376  HISTORY     - 1947     GOOD             CGS
 JZ2376  HISTORY     - 19880620 GOOD             NGS
 JZ2376  HISTORY     - 20031202 GOOD             WOOLPT
 JZ2376  HISTORY     - 20091222 GOOD             INDNR
 JZ2376
 JZ2376                          STATION DESCRIPTION
 JZ2376
 JZ2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2376'2.1 MI SW FROM PENDLETON.
 JZ2376'ABOUT 2.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2376'FROM THE STATION AT PENDLETON, SET IN THE TOP OF THE NORTH
 JZ2376'CONCRETE COPING OF THE NORTH WING WALL OF A MASONRY STONE AND
 JZ2376'CONCRETE CULVERT NO. 425, BETWEEN POLES NO. 257/31 AND 257/32,
 JZ2376'23.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 57
 JZ2376'FEET NORTHEAST OF A SIDING SWITCH STAND AND ABOUT 2.5 FEET
 JZ2376'BELOW THE TRACK.
 JZ2376
 JZ2376                          STATION RECOVERY (1988)
 JZ2376
 JZ2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ2376'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) WEST OF NEW CASTLE,
 JZ2376'8.0 KM (4.95 MI) SOUTH OF INTERSTATE HIGHWAY 69, 3.4 KM (2.10 MI)
 JZ2376'SOUTHWEST OF PENDLETON AND ON HIGHWAY RIGHT-OF-WAY.
 JZ2376'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 JZ2376'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 JZ2376'317-232-5533.
 JZ2376'TO REACH THE STATION FROM THE STATE POLICE POST AT THE JUNCTION OF
 JZ2376'STATE HIGHWAYS 9 AND 67 IN PENDLETON, GO SOUTHWEST ON STATE HIGHWAY
 JZ2376'67 AND U.S. HIGHWAY 36 FOR 0.72 KM (0.45 MI) TO A LARGE STONE CULVERT
 JZ2376'ON THE RIGHT AND THE STATION.  TO GET CLOSER TO STATION, CONTINUE
 JZ2376'SOUTHWEST FOR 1.13 KM (0.70 MI) TO A CROSSROAD.  TURN RIGHT, CROSSING
 JZ2376'OVER RAILROAD TRACKS, FOR 0.08 KM (0.05 MI) TO A GRAVEL ROAD RIGHT.
 JZ2376'TURN RIGHT AND GO NORTHEAST ALONG THE NORTH SIDE OF TRACKS FOR 1.13
 JZ2376'KM (0.70 MI) TO MARK ON THE RIGHT ABOUT 15 FEET HIGHER THAN ROADWAY.
 JZ2376'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---0 4 ELEV
 JZ2376'868.437 FT---, SET IN A DRILL IN THE TOP OF CULVERT.  LOCATED 16.8 M
 JZ2376'(55.1 FT) SLOPE DISTANCE, FROM CENTER OF GRAVEL ROAD, 6.8 M (22.3 FT)
 JZ2376'NORTH FROM NORTH RAIL AND 0.3 M (1.0 FT) WEST FROM EAST END OF
 JZ2376'CULVERT.
 JZ2376'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2376'DESCRIBED BY D.A. BOWLING.
 JZ2376
 JZ2376                          STATION RECOVERY (2003)
 JZ2376
 JZ2376'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 JZ2376'RECOVERED IN GOOD CONDITION.
 JZ2376
 JZ2376                          STATION RECOVERY (2009)
 JZ2376
 JZ2376'RECOVERY NOTE BY IN DEPT OF NAT RES 2009 (BC)
 JZ2376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1634 ***********************************************************************
 LA1634  DESIGNATION -  O 5
 LA1634  PID         -  LA1634
 LA1634  STATE/COUNTY-  IN/WABASH
 LA1634  COUNTRY     -  US
 LA1634  USGS QUAD   -  WABASH (2019)
 LA1634
 LA1634                         *CURRENT SURVEY CONTROL
 LA1634  ______________________________________________________________________
 LA1634* NAD 83(1986) POSITION- 40 47 44.     (N) 085 48 50.     (W)   SCALED
 LA1634* NAVD 88 ORTHO HEIGHT -   207.135 (meters)      679.58  (feet) ADJUSTED
 LA1634  ______________________________________________________________________
 LA1634  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 LA1634  DYNAMIC HEIGHT  -        207.035 (meters)      679.25  (feet) COMP
 LA1634  MODELED GRAVITY -    980,142.3   (mgal)                       NAVD 88
 LA1634
 LA1634  VERT ORDER      -  FIRST     CLASS II
 LA1634
 LA1634.The horizontal coordinates were scaled from a map and have
 LA1634.an estimated accuracy of +/- 6 seconds.
 LA1634
 LA1634.The orthometric height was determined by differential leveling and
 LA1634.adjusted by the NATIONAL GEODETIC SURVEY
 LA1634.in June 1991.
 LA1634
 LA1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1634.GEOID18 height accuracy estimate available here.
 LA1634
 LA1634.Click photographs - Photos may exist for this station.
 LA1634
 LA1634.The dynamic height is computed by dividing the NAVD 88
 LA1634.geopotential number by the normal gravity value computed on the
 LA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1634.degrees latitude (g = 980.6199 gals.).
 LA1634
 LA1634.The modeled gravity was interpolated from observed gravity values.
 LA1634
 LA1634;                    North         East    Units  Estimated Accuracy
 LA1634;SPC IN E     -   615,870.       87,580.      MT  (+/- 180 meters Scaled)
 LA1634
 LA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000167(NAD 83)
 LA1634
 LA1634                          SUPERSEDED SURVEY CONTROL
 LA1634
 LA1634  NGVD 29 (??/??/92)  207.258  (m)          679.98   (f) ADJ UNCH    1 2
 LA1634
 LA1634.Superseded values are not recommended for survey control.
 LA1634
 LA1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1634.See file dsdata.pdf to determine how the superseded data were derived.
 LA1634
 LA1634_MARKER: DB = BENCH MARK DISK
 LA1634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1634_SP_SET: ABUTMENT
 LA1634_STAMPING: ELEV 680.018 FT O 5
 LA1634_MARK LOGO: CGS
 LA1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1634
 LA1634  HISTORY     - Date     Condition        Report By
 LA1634  HISTORY     - 1916     MONUMENTED       CGS
 LA1634  HISTORY     - 1946     GOOD             CGS
 LA1634  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1634
 LA1634                          STATION DESCRIPTION
 LA1634
 LA1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1634'AT WABASH.
 LA1634'AT WABASH, ABOUT 0.2 MILE SOUTH ALONG THE NEW YORK CENTRAL
 LA1634'RAILROAD FROM THE STATION, SET IN THE TOP OF THE WEST END OF THE
 LA1634'BACKWALL OF THE SOUTH MASONRY ABUTMENT OF BRIDGE 273 OVER THE
 LA1634'WABASH RIVER, 5.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 3.2
 LA1634'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BACKWALL, 1.1 FOOT
 LA1634'SOUTH OF THE NORTH FACE OF THE BACKWALL, AND 1.1 FOOT BELOW
 LA1634'RAIL LEVEL.  NOTE-- THE LIMESTONE MASONRY IS CRACKED AND
 LA1634'DETERIORATED DUE TO NATURAL ELEMENTS SO THAT THE EDGE OF THE DISK
 LA1634'IS EXPOSED.  THE DISK NOW PROJECTS ABOUT 1/2 INCH ABOVE THE
 LA1634'SURFACE OF THE STONE BUT APPEARS TO BE STILL IN PLACE AND WELL
 LA1634'SET.  THE SURFACE OF THE DISK IS SOMEWHAT SCARRED BUT ALL LETTERING
 LA1634'REMAINS LEDGIBLE.
 LA1634
 LA1634                          STATION RECOVERY (2006)
 LA1634
 LA1634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1634'LIMESTONE MASONRY DETERIORATED SIGNIFICANTLY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2415 ***********************************************************************
 ME2415  DESIGNATION -  OAK
 ME2415  PID         -  ME2415
 ME2415  STATE/COUNTY-  IN/LA PORTE
 ME2415  COUNTRY     -  US
 ME2415  USGS QUAD   -  STILLWELL (2019)
 ME2415
 ME2415                         *CURRENT SURVEY CONTROL
 ME2415  ______________________________________________________________________
 ME2415* NAD 83(1997) POSITION- 41 36 58.35519(N) 086 34 54.54373(W)   ADJUSTED
 ME2415* NAVD 88 ORTHO HEIGHT -   239.01  (+/-2cm)      784.2   (feet) VERTCON3
 ME2415  ______________________________________________________________________
 ME2415  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 ME2415  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 ME2415  HORZ ORDER      -  SECOND
 ME2415  VERT ORDER      -  THIRD ? (See Below)
 ME2415
 ME2415.The horizontal coordinates were established by classical geodetic methods
 ME2415.and adjusted by the National Geodetic Survey in May 1999.
 ME2415
 ME2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2415
 ME2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2415.GEOID18 height accuracy estimate available here.
 ME2415
 ME2415.The vertical order pertains to the NGVD 29 superseded value.
 ME2415
 ME2415.Click photographs - Photos may exist for this station.
 ME2415
 ME2415.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2415
 ME2415. The following values were computed from the NAD 83(1997) position.
 ME2415
 ME2415;                    North         East     Units Scale Factor Converg.
 ME2415;SPC IN W     -   707,113.586   941,798.359   MT  0.99998816   +0 19 59.1
 ME2415;SPC IN W     - 2,319,921.82  3,089,883.45   sFT  0.99998816   +0 19 59.1
 ME2415;UTM  16      - 4,607,250.306   534,840.223   MT  0.99961494   +0 16 39.8
 ME2415
 ME2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2415!SPC IN W     -   0.99996783  x   0.99998816  =   0.99995599
 ME2415!UTM  16      -   0.99996783  x   0.99961494  =   0.99958278
 ME2415
 ME2415:                Primary Azimuth Mark                     Grid Az
 ME2415:SPC IN W     -  OAK AZ MK                                085 51 29.6
 ME2415:UTM  16      -  OAK AZ MK                                085 54 48.9
 ME2415
 ME2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3484007250(NAD 83)
 ME2415
 ME2415|---------------------------------------------------------------------|
 ME2415| PID    Reference Object                     Distance      Geod. Az  |
 ME2415|                                                           dddmmss.s |
 ME2415| CM3253 OAK RM 2                             33.174 METERS 00207     |
 ME2415| CM3251 OAK AZ MK                                          0861128.7 |
 ME2415| CM3252 OAK RM 1                             23.968 METERS 27642     |
 ME2415|---------------------------------------------------------------------|
 ME2415
 ME2415                          SUPERSEDED SURVEY CONTROL
 ME2415
 ME2415  NAD 83(1994)-  41 36 58.35789(N)    086 34 54.54738(W) AD(       ) 2
 ME2415  NAD 83(1986)-  41 36 58.35781(N)    086 34 54.54845(W) AD(       ) 2
 ME2415  NAD 27      -  41 36 58.19300(N)    086 34 54.48350(W) AD(       ) 2
 ME2415  NGVD 29             239.11   (m)          784.5    (f) LEVELING    3  
 ME2415
 ME2415.Superseded values are not recommended for survey control.
 ME2415
 ME2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2415.See file dsdata.pdf to determine how the superseded data were derived.
 ME2415
 ME2415_MARKER: DS = TRIANGULATION STATION DISK
 ME2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2415_STAMPING: OAK 1952
 ME2415_MARK LOGO: CGS
 ME2415_PROJECTION: FLUSH
 ME2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2415+STABILITY: SURFACE MOTION
 ME2415
 ME2415  HISTORY     - Date     Condition        Report By
 ME2415  HISTORY     - 1952     MONUMENTED       CGS
 ME2415
 ME2415                          STATION DESCRIPTION
 ME2415
 ME2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2415'STATION IS LOCATED ABOUT 7 MILES EAST OF LA PORTE AND ABOUT 4-1/2
 ME2415'MILES NORTHEAST OF STILLWELL.  IT IS 96 FEET SOUTHWEST OF THE
 ME2415'INTERSECTION OF A GRAVEL CROSSROAD, 87 FEET SOUTH OF THE CENTER OF A
 ME2415'GRAVEL ROAD, 53 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 38 FEET
 ME2415'WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK
 ME2415'IS STAMPED OAK 1952.
 ME2415'
 ME2415'REFERENCE MARK NO. 1 IS 112 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 ME2415'80 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 10 FEET NORTH OF A 26
 ME2415'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED OAK NO 1
 ME2415'1952.
 ME2415'
 ME2415'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE INTERSECTION OF THE
 ME2415'GRAVEL CROSSROAD, 34 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 20
 ME2415'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET EAST OF A WHITE
 ME2415'WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4
 ME2415'INCHES AND THE DISK IS STAMPED OAK NO 2 1952.
 ME2415'
 ME2415'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME2415'WEST OF A WHITE WITNESS POST AND IN A FENCELINE.  THE MARK PROJECTS 4
 ME2415'INCHES AND THE DISK IS STAMPED OAK 1952.
 ME2415'
 ME2415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 104 AND A
 ME2415'RAILROAD IN STILLWELL, GO NORTHWEST ON STATE HIGHWAY 104 FOR 0.95 MILE
 ME2415'TO STATE HIGHWAY 4, TURN RIGHT ON STATE HIGHWAY 4 AND GO EAST FOR 0.7
 ME2415'MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.45 MILES
 ME2415'TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD
 ME2415'LEFT, TURN LEFT AND GO NORTH FOR 1.6 MILES TO A CROSSROAD, CEMETERY IN
 ME2415'THE NORTHWEST ANGLE, AND THE STATION IN THE SOUTHWEST ANGLE AS
 ME2415'DESCRIBED, TURN RIGHT AND GO EAST FOR 0.25 MILE TO THE AZIMUTH MARK ON
 ME2415'THE LEFT.
 ME2415'
 ME2415'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1019 ***********************************************************************
 JA1019  DESIGNATION -  OAKLAND
 JA1019  PID         -  JA1019
 JA1019  STATE/COUNTY-  IN/GIBSON
 JA1019  COUNTRY     -  US
 JA1019  USGS QUAD   -  OAKLAND CITY (2019)
 JA1019
 JA1019                         *CURRENT SURVEY CONTROL
 JA1019  ______________________________________________________________________
 JA1019* NAD 83(1997) POSITION- 38 20 20.79119(N) 087 21 07.76624(W)   ADJUSTED
 JA1019* NAVD 88 ORTHO HEIGHT -   152.622 (meters)      500.73  (feet) ADJUSTED
 JA1019  ______________________________________________________________________
 JA1019  GEOID HEIGHT    -        -31.760 (meters)                     GEOID18
 JA1019  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 JA1019  DYNAMIC HEIGHT  -        152.521 (meters)      500.40  (feet) COMP
 JA1019  MODELED GRAVITY -    979,966.5   (mgal)                       NAVD 88
 JA1019
 JA1019  HORZ ORDER      -  FIRST
 JA1019  VERT ORDER      -  FIRST     CLASS II
 JA1019
 JA1019.The horizontal coordinates were established by classical geodetic methods
 JA1019.and adjusted by the National Geodetic Survey in May 1999.
 JA1019
 JA1019.The orthometric height was determined by differential leveling and
 JA1019.adjusted by the NATIONAL GEODETIC SURVEY
 JA1019.in June 1991.
 JA1019
 JA1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1019.GEOID18 height accuracy estimate available here.
 JA1019
 JA1019.Click photographs - Photos may exist for this station.
 JA1019
 JA1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1019
 JA1019.The dynamic height is computed by dividing the NAVD 88
 JA1019.geopotential number by the normal gravity value computed on the
 JA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1019.degrees latitude (g = 980.6199 gals.).
 JA1019
 JA1019.The modeled gravity was interpolated from observed gravity values.
 JA1019
 JA1019. The following values were computed from the NAD 83(1997) position.
 JA1019
 JA1019;                    North         East     Units Scale Factor Converg.
 JA1019;SPC IN W     -   343,167.928   876,498.435   MT  0.99997347   -0 10 00.3
 JA1019;SPC IN W     - 1,125,876.78  2,875,645.28   sFT  0.99997347   -0 10 00.3
 JA1019;UTM  16      - 4,243,499.588   469,224.402   MT  0.99961166   -0 13 06.4
 JA1019
 JA1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1019!SPC IN W     -   0.99998104  x   0.99997347  =   0.99995451
 JA1019!UTM  16      -   0.99998104  x   0.99961166  =   0.99959270
 JA1019
 JA1019:                Primary Azimuth Mark                     Grid Az
 JA1019:SPC IN W     -  OAKLAND AZ MK                            226 54 48.9
 JA1019:UTM  16      -  OAKLAND AZ MK                            226 57 55.0
 JA1019
 JA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6922443499(NAD 83)
 JA1019
 JA1019|---------------------------------------------------------------------|
 JA1019| PID    Reference Object                     Distance      Geod. Az  |
 JA1019|                                                           dddmmss.s |
 JA1019| JA1971 FIRE TOWER NEAR FRITZ CORNER        APPROX.16.0 KM 1013301.4 |
 JA1019| JA1021 OAKLAND RM 1                         26.890 METERS 22249     |
 JA1019| JA1022 OAKLAND AZ MK                                      2264448.6 |
 JA1019| JA2006 FRANCISCO BRICK STACK               APPROX. 9.9 KM 2590512.0 |
 JA1019| JA1020 OAKLAND RM 2                         26.173 METERS 31458     |
 JA1019|---------------------------------------------------------------------|
 JA1019
 JA1019                          SUPERSEDED SURVEY CONTROL
 JA1019
 JA1019  NAD 83(1993)-  38 20 20.79653(N)    087 21 07.76548(W) AD(       ) 1
 JA1019  NAD 83(1986)-  38 20 20.79960(N)    087 21 07.76742(W) AD(       ) 1
 JA1019  NAD 27      -  38 20 20.62600(N)    087 21 07.71900(W) AD(       ) 1
 JA1019  NGVD 29 (??/??/92)  152.745  (m)          501.13   (f) ADJ UNCH    1 2
 JA1019  NGVD 29             152.75   (m)          501.1    (f) LEVELING    3  
 JA1019
 JA1019.Superseded values are not recommended for survey control.
 JA1019
 JA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1019.See file dsdata.pdf to determine how the superseded data were derived.
 JA1019
 JA1019_MARKER: DS = TRIANGULATION STATION DISK
 JA1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1019_STAMPING: OAKLAND 1934
 JA1019_MARK LOGO: CGS
 JA1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1019+STABILITY: SURFACE MOTION
 JA1019
 JA1019  HISTORY     - Date     Condition        Report By
 JA1019  HISTORY     - 1934     MONUMENTED       CGS
 JA1019  HISTORY     - 1964     GOOD             CGS
 JA1019  HISTORY     - 1965     GOOD             CGS
 JA1019  HISTORY     - 1965     GOOD             CGS
 JA1019  HISTORY     - 1985     GOOD             NGS
 JA1019  HISTORY     - 1990     GOOD             USPSQD
 JA1019
 JA1019                          STATION DESCRIPTION
 JA1019
 JA1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1019'STATION IS ON THE CAMPUS OF THE OAKLAND COLLEGE IN OAKLAND CITY, IND.
 JA1019'IT IS 50.65 FEET EAST OF THE CENTER LINE OF LUCRETIA STREET, 103.4
 JA1019'FEET SOUTH OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 JA1019'143.1 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE GIRLS
 JA1019'DORMATORY.
 JA1019'
 JA1019'SURFACE, UNDERGROUND AND REFERENCE MARK NO 2 ARE STANDARD BRONZE DISKS
 JA1019'SET IN CONCRETE.
 JA1019'
 JA1019'REFERENCE MARK NO 1 IS SOUTH OF THE STATION ACROSS THE STREET AND 3
 JA1019'YARDS WEST OF THE CENTER LINE THEREOF.  IT IS A STANDARD DISK SET IN
 JA1019'CONCRETE IN A DRILL HOLE IN THE WEST CURB OF THE SAID STREET, AND IS
 JA1019'13 YARDS NORTH OF A 16-INCH MAPLE TREE.
 JA1019'
 JA1019'REFERENCE MARK NO 2 IS NORTHWEST OF STATION ACROSS STREET AND 3 YARDS
 JA1019'WEST OF THE CENTER LINE THEREOF, 15 FEET NORTH-NORTHEAST OF A 10-INCH
 JA1019'MAPLE TREE, AND 9 YARDS SOUTH-SOUTHEAST OF A 14-INCH MAPLE TREE.
 JA1019'
 JA1019'AZIMUTH MARK IS SOUTHWEST OF STATION ON THE SOUTH SIDE OF STREET
 JA1019'RUNNING EAST AND WEST ALONG THE SOUTH SIDE OF THE COLLEGE CAMPUS AND 8
 JA1019'YARDS SOUTH OF THE CENTER LINE OF THE STREET, 55 YARDS WEST OF THE
 JA1019'CENTER LINE OF LUCRETIA STREET, 5 YARDS EAST-SOUTHEAST OF AN 8-INCH
 JA1019'MAPLE TREE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE SIDEWALK
 JA1019'AND ABOUT 6 INCHES NORTH OF THE SOUTH EDGE OF SAME.
 JA1019'
 JA1019'A 64-FOOT TOWER WILL CLEAR ALL LINES.  HEIGHT OF LIGHT ABOVE STATION
 JA1019'MARK - 23 METERS.
 JA1019
 JA1019                          STATION RECOVERY (1964)
 JA1019
 JA1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1019'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JA1019'AND FOUND IN GOOD CONDITION.
 JA1019'
 JA1019'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE DUE TO NEW BUILDINGS
 JA1019'ETC.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA1019'
 JA1019'THE STATION IS LOCATED IN OAKLAND CITY, NEAR THE INTERSECTION OF
 JA1019'COLUMBIA AND LUCRETIA STREETS, ON THE OAKLAND COLLEGE CAMPUS.  IT IS
 JA1019'143 FEET WEST-NORTHWEST OF THE BOYS DOMITORY BUILDING, 64.7 FEET
 JA1019'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF STINSON HALL, 14 FEET
 JA1019'SOUTHEAST OF THE SOUTHWEST CORNER OF STINSON HALL, 50 FEET EAST OF THE
 JA1019'APPROXIMATE CENTERLINE OF LUCRETIA STREET AND 12.4 FEET EAST OF THE
 JA1019'EAST EDGE OF THE SIDEWALK.  THE MARK IS 5 INCHES UNDERGROUND AND IS
 JA1019'COVERED BY A ROUND CONCRETE COVER WITH A BRASS LIFT RING IN THE TOP.
 JA1019'THE DISK IS STAMPED OAKLAND 1934.
 JA1019'
 JA1019'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN THE CONCRETE CURB ALONG THE
 JA1019'WEST SIDE OF LUCRETIA STREET, 77 FEET NORTH OF THE NORTH EDGE OF THE
 JA1019'SIDEWALK ALONG COLUMBIA STREET AND 9 FEET WEST OF THE APPROXIMATE
 JA1019'CENTERLINE OF LUCRETIA STREET.  THE DISK IS STAMPED OAKLAND NO 1 1934.
 JA1019'
 JA1019'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN THE CONCRETE CURB ALONG THE
 JA1019'WEST SIDE OF LUCRETIA STREET, 51 FEET WEST OF THE NORTHWEST CORNER OF
 JA1019'STINSON HALL, 53 FEET SOUTH OF THE SOUTH EDGE OF A DRIVEWAY AND 9 FEET
 JA1019'WEST OF THE APPROXIMATE CENTERLINE OF LUCRETIA STREET.  THE DISK IS
 JA1019'STAMPED OAKLAND NO 2 1934.
 JA1019'
 JA1019'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTH EDGE OF THE
 JA1019'SIDEWALK ALONG THE SOUTH SIDE OF COLUMBIA STREET.  IT IS 104 FEET
 JA1019'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE COLLEGE LIBRARY
 JA1019'BUILDING, 21.5 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK WHICH
 JA1019'LEADS TO A 2 STORY HOUSE AND 23 FEET SOUTH OF THE APPROXIMATE
 JA1019'CENTERLINE OF COLUMBIA STREET.  THE DISK IS A STANDARD REFERENCE MARK
 JA1019'DISK STAMPED OAKLAND AZI 1934.
 JA1019
 JA1019                          STATION RECOVERY (1965)
 JA1019
 JA1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA1019'THE STATION MARK, STAMPED OAKLAND 1934, IS ABOUT 0.3 MILE WEST ALONG
 JA1019'THE SOUTHERN RAILWAY FROM THE STATION AT OAKLAND CITY, THENCE 0.15
 JA1019'MILE NORTH ALONG FRANKLIN STREET, THENCE 0.1 MILE WEST ALONG COLUMBIA
 JA1019'STREET, ON THE GROUNDS OF THE OAKLAND CITY COLLEGE, 166 FEET NORTH OF
 JA1019'THE CENTER LINE OF COLUMBIA STREET, 50 FEET EAST OF THE CENTERLINE OF
 JA1019'LUCRETIA STREET, 44.0 FEET NORTH-NORTHEAST OF A FLAG POLE, 21.8 FEET
 JA1019'EAST OF THE EAST EDGE OF A SIDEWALK, 14.0 FEET SOUTHEAST OF THE
 JA1019'SOUTHWEST CORNER OF STINSON HALL, 10.5 FEET SOUTH OF THE SOUTH FACE OF
 JA1019'THE BUILDING, SET IN THE TOP OF A CONCRETE POST ABOUT 7 INCHES BELOW
 JA1019'THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD BY REMOVING A
 JA1019'10-INCH CONCRETE CAP, CONTAINING A BRASS RING, FROM A HOLE IN THE
 JA1019'LAWN.
 JA1019'
 JA1019'RM 1, STAMPED OAKLAND NO 1 1934, IS 88.8 FEET SOUTHWEST AND ACROSS
 JA1019'LUCRETIA STREET FROM THE STATION, 104 FEET NORTH OF THE CENTER LINE OF
 JA1019'COLUMBIA STREET, 91 FEET SOUTHWEST AND ACROSS LUCRETIA STREET FROM THE
 JA1019'SOUTHWEST CORNER OF STINSON HALL, 10 FEET WEST OF THE CENTER LINE OF
 JA1019'LUCRETIA STREET, 10 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK,
 JA1019'10.4 FEET SOUTHEAST OF AN 8-INCH OAK TREE, SET IN THE TOP OF THE WEST
 JA1019'CONCRETE CURBING OF LUCRETIA STREET, ABOUT LEVEL WITH THE CENTER OF
 JA1019'THE STREET.
 JA1019'
 JA1019'RM 2, STAMPED OAKLAND NO 2 1934, IS 87.8 FEET NORTHWEST OF THE
 JA1019'STATION, 51.6 FEET WEST AND ACROSS LUCRETIA STREET FROM STINSON HALL,
 JA1019'38.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 126, 10
 JA1019'FEET WEST OF THE CENTER LINE OF LUCRETIA STREET, 10 FEET EAST OF THE
 JA1019'EAST EDGE OF A SIDEWALK, SET IN THE TOP OF THE WEST CONCRETE CURBING
 JA1019'OF LUCRETIA STREET, ABOUT LEVEL WITH THE CENTER OF THE STREET.
 JA1019'
 JA1019'THE AZIMUTH MARK, STAMPED OAKLAND AZI 1934, IS ABOUT 0.3 MILE WEST
 JA1019'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT OAKLAND CITY, THENCE
 JA1019'0.15 MILE NORTH ALONG FRANKLIN STREET, THENCE 0.1 MILE WEST ALONG
 JA1019'COLUMBIA STREET, 104.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 JA1019'OAKLAND CITY COLLEGE LIBRARY BUILDING, 84.8 FEET NORTH OF THE
 JA1019'NORTHWEST CORNER OF HOUSE NUMBER 718, 23 FEET SOUTH OF THE CENTER LINE
 JA1019'OF COLUMBIA STREET, 13 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 JA1019'659-239, 14.6 FEET EAST-SOUTHEAST OF A 10-INCH MAPLE TREE, SET IN THE
 JA1019'TOP OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE THE
 JA1019'LEVEL OF THE STREET.
 JA1019
 JA1019                          STATION RECOVERY (1965)
 JA1019
 JA1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1019'0.6 MI NW FROM OAKLAND CITY.  ABOUT 0.3 MILE WEST ALONG THE SOUTHERN
 JA1019'RAILWAY FROM THE STATION AT OAKLAND CITY, THENCE 0.15 MILE NORTH ALONG
 JA1019'FRANKLIN STREET, THENCE 0.1 MILE WEST ALONG COLUMBIA STREET, ON THE
 JA1019'GROUNDS OF THE OAKLAND CITY COLLEGE, 166 FEET NORTH OF THE CENTER LINE
 JA1019'OF COLUMBIA STREET, 50 FEET EAST OF THE CENTER LINE OF LUCRETIA
 JA1019'STREET, 44.0 FEET NORTH-NORTHEAST OF A FLAG POLE, 21.8 FEET EAST OF
 JA1019'THE EAST EDGE OF A SIDEWALK, 14.0 FEET SOUTHEAST OF THE SOUTHWEST
 JA1019'CORNER OF STINSON HALL, 10.5 FEET SOUTH OF THE SOUTH FACE OF THE
 JA1019'BUILDING, SET IN THE TOP OF A CONCRETE POST ABOUT 7 INCHES BELOW THE
 JA1019'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD REMOVING A 10-INCH
 JA1019'CONCRETE CAP, CONTAINING A BRASS RING, FROM A HOLE IN THE LAWN.
 JA1019
 JA1019                          STATION RECOVERY (1985)
 JA1019
 JA1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1019'RECOVERED IN GOOD CONDITION.
 JA1019
 JA1019                          STATION RECOVERY (1990)
 JA1019
 JA1019'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 JA1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2013 ***********************************************************************
 LA2013  DESIGNATION -  OAKLAND
 LA2013  PID         -  LA2013
 LA2013  STATE/COUNTY-  IN/JAY
 LA2013  COUNTRY     -  US
 LA2013  USGS QUAD   -  DOMESTIC (2019)
 LA2013
 LA2013                         *CURRENT SURVEY CONTROL
 LA2013  ______________________________________________________________________
 LA2013* NAD 83(1997) POSITION- 40 33 10.99741(N) 085 05 10.76173(W)   ADJUSTED
 LA2013* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 LA2013  ______________________________________________________________________
 LA2013  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 LA2013  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 LA2013  HORZ ORDER      -  THIRD
 LA2013
 LA2013.The horizontal coordinates were established by classical geodetic methods
 LA2013.and adjusted by the National Geodetic Survey in May 1999.
 LA2013
 LA2013.The orthometric height was scaled from a topographic map.
 LA2013
 LA2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2013.GEOID18 height accuracy estimate available here.
 LA2013
 LA2013.Click photographs - Photos may exist for this station.
 LA2013
 LA2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2013
 LA2013. The following values were computed from the NAD 83(1997) position.
 LA2013
 LA2013;                    North         East     Units Scale Factor Converg.
 LA2013;SPC IN E     -   589,088.624   149,154.177   MT  0.99999640   +0 22 38.3
 LA2013;SPC IN E     - 1,932,701.59    489,350.00   sFT  0.99999640   +0 22 38.3
 LA2013;UTM  16      - 4,490,903.439   662,030.165   MT  0.99992317   +1 14 40.0
 LA2013
 LA2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2013!SPC IN E     -   0.99996375  x   0.99999640  =   0.99996015
 LA2013!UTM  16      -   0.99996375  x   0.99992317  =   0.99988692
 LA2013
 LA2013:                Primary Azimuth Mark                     Grid Az
 LA2013:SPC IN E     -  OAKLAND AZ MK                            280 39 28.9
 LA2013:UTM  16      -  OAKLAND AZ MK                            279 47 27.2
 LA2013
 LA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6203090903(NAD 83)
 LA2013
 LA2013|---------------------------------------------------------------------|
 LA2013| PID    Reference Object                     Distance      Geod. Az  |
 LA2013|                                                           dddmmss.s |
 LA2013| CC9075 OAKLAND RM 1                         25.481 METERS 00553     |
 LA2013| CC9074 OAKLAND AZ MK                                      2810207.2 |
 LA2013| CC9076 OAKLAND RM 2                         23.010 METERS 30241     |
 LA2013|---------------------------------------------------------------------|
 LA2013
 LA2013                          SUPERSEDED SURVEY CONTROL
 LA2013
 LA2013  NAD 83(1995)-  40 33 10.99701(N)    085 05 10.76547(W) AD(       ) 3
 LA2013  NAD 83(1986)-  40 33 10.99976(N)    085 05 10.77599(W) AD(       ) 3
 LA2013  NAD 27      -  40 33 10.83340(N)    085 05 10.88140(W) AD(       ) 3
 LA2013
 LA2013.Superseded values are not recommended for survey control.
 LA2013
 LA2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2013.See file dsdata.pdf to determine how the superseded data were derived.
 LA2013
 LA2013_MARKER: DS = TRIANGULATION STATION DISK
 LA2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2013_STAMPING: OAKLAND 1955
 LA2013_MARK LOGO: CGS
 LA2013_PROJECTION: FLUSH
 LA2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2013+STABILITY: SURFACE MOTION
 LA2013
 LA2013  HISTORY     - Date     Condition        Report By
 LA2013  HISTORY     - 1955     MONUMENTED       CGS
 LA2013  HISTORY     - 1964     GOOD             CGS
 LA2013  HISTORY     - 1970     GOOD             NGS
 LA2013
 LA2013                          STATION DESCRIPTION
 LA2013
 LA2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2013'THE STATION IS ABOUT 3-1/2 MILES EAST OF FIAT, ON THE GROUNDS OF THE
 LA2013'OAKLAND METHODIST CHURCH.
 LA2013'IT IS 61.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH
 LA2013'AND 42 FEET WEST OF A FENCE CORNER.
 LA2013'
 LA2013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 18 IN
 LA2013'FIAT, GO EAST ON HIGHWAY
 LA2013'18 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON
 LA2013'THE HIGHWAY FOR 0.3 MILE TO THE
 LA2013'STATION ON THE LEFT.
 LA2013'
 LA2013'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2013'OAKLAND 1955.
 LA2013'
 LA2013'REFERENCE MARK 1 IS 38 FEET EAST OF THE NORTHEAST CORNER OF THE
 LA2013'CHURCH.  THE MARK PROJECTS 1
 LA2013'INCH, AND THE DISK IS STAMPED OAKLAND NO 1 1955.
 LA2013'
 LA2013'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LA2013'CHURCH.  THE MARK PROJECTS
 LA2013'2 INCHES, AND THE DISK IS STAMPED OAKLAND NO 2 1955.
 LA2013'
 LA2013'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY, 10
 LA2013'FEET WEST OF A TELEPHONE
 LA2013'POLE, 3 FEET SOUTH OF A FENCE AND 2 FEET EAST OF A 4 IN BY 4 IN WHITE
 LA2013'WITNESS POST.  THE MARK PROJECTS 4
 LA2013'INCHES, AND THE DISK IS STAMPED OAKLAND 1955.
 LA2013'
 LA2013'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2013
 LA2013                          STATION RECOVERY (1964)
 LA2013
 LA2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2013'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2013'DESCRIBED.
 LA2013'
 LA2013'ABOUT 6.8 MILES W ALONG NO. 18 INDIANA HWY. FROM ITS INTERSECTION
 LA2013'WITH NO. 27 U.S. HWY. ABOUT A HALF-MILE N OF BRYANT OR 3.4 MILE E
 LA2013'ALONG SAME FROM ITS INTERSECTION WITH NO. I INDIANA HWY. AT FIAT,
 LA2013'ABOUT 50 YARDS NE OF INTERSECTION OF NO. 18 IND. AND NO. 85 COUNTY
 LA2013'ROAD ON GROUNDS OF OAKLAND METHODIST CHURCH, 133 FEET E OF CENTER
 LA2013'LINE OF NO. 85 GRAVELED HWY., 61.5 FEET SSW OF SW CORNER OF THE
 LA2013'CHURCH, 27 FEET E OF PROJECTED PLANE OF E WALL OF SAME, AND 42 FEET
 LA2013'WNW OF FENCE CORNER, STANDARD DISKS STAMPED OAKLAND 1955, AND SET IN
 LA2013'MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 LA2013'
 LA2013'R.M. STAMPED OAKLAND NO 1 1955, FLUSH, IS 25.490 METERS OR 83.63 FEET
 LA2013'N 05 DEG 53 MIN E FROM THE STATION, 37-1/2 FEET E. OF THE NE CORNER
 LA2013'OF CHURCH, AND 2.5 FEET N OF PROJECTED PLANE OF THE N WALL OF ROCK
 LA2013'FOUNDATION AND FRAME CHURCH.
 LA2013'
 LA2013'R.M. STAMPED OAKLAND NO 2 1955, FLUSH, IS 22.994 METERS OR 75.44 FEET
 LA2013'N 57 DEG 19 MIN W FROM THE STATION, 69-1/2 FEET E. OF
 LA2013'CENTER LINE OF GRAVEL ROAD, AND 14 FEET SSE OF SE CORNER OF
 LA2013'THE CHURCH.
 LA2013'
 LA2013'AZIMUTH MARK STAMPED OAKLAND 1955, PROJECTS 0.3 FOOT, IS ABOUT 0.3
 LA2013'MILE N 78 DEG 58 MIN W FROM THE STATION, 28-1/2 FEET
 LA2013'N OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.4 FOOT HIGHER
 LA2013'THAN SAME, 10.5 FEET W OF A TELEPHONE POLE, 2.5 FEET S OF A FENCE,
 LA2013'AND 1.8 FEET W OF STEEL WITNESS POST.
 LA2013
 LA2013                          STATION RECOVERY (1970)
 LA2013
 LA2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LA2013'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED
 LA2013'FOR A NEW DESCRIPTION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 LA2013'AS DID THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO REFERENCE
 LA2013'MARK 2 WAS FOUND TO BE SHORTER BY 0.05 OF A FOOT.  A NEW
 LA2013'DESCRIPTION FOLLOWS--
 LA2013'
 LA2013'THE STATION IS LOCATED ON THE GROUNDS OF THE OAKLAND MISSIONARY
 LA2013'CHURCH, 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 27
 LA2013'FEET NORTH OF A FENCE, 33 FEET WEST OF A FENCE, 37 FEET EAST OF A
 LA2013'20 INCH HICKORY TREE, 38 FEET SOUTHEAST OF A 20 INCH OAK TREE AND
 LA2013'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 LA2013'THE DISK IS STAMPED OAKLAND 1955.
 LA2013'
 LA2013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 1 AT
 LA2013'FIAT, GO EAST ON HIGHWAY 18 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE
 LA2013'LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO THE CHURCH AND
 LA2013'STATION ON THE LEFT.
 LA2013'
 LA2013'REFERENCE MARK 1 IS 37 FEET EAST OF THE NORTHEAST CORNER OF THE
 LA2013'CHURCH, 24 FEET WEST OF THE FENCE AND 42 FEET NORTHWEST OF A 48
 LA2013'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2013'OAKLAND NO 1 1955.
 LA2013'
 LA2013'REFERENCE MARK 2 IS 14 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 LA2013'CHURCH, 68 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 48
 LA2013'FEET NORTHWEST OF THE HICKORY TREE.  THE MONUMENT IS FLUSH AND THE
 LA2013'DISK IS STAMPED OAKLAND NO 2 1955.
 LA2013'
 LA2013'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LA2013'3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST AND 13
 LA2013'FEET WEST OF A FENCE CORNER.  THE MONUMENT PORJECTS 4 INCHES AND
 LA2013'THE DISK IS STAMPED OAKLAND 1955.
 LA2013'
 LA2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 LA2013'EAST OF FIAT.
 LA2013'
 LA2013'HEIGHT OF LIGHT ABOVE STATION 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1022 ***********************************************************************
 JA1022  DESIGNATION -  OAKLAND AZ MK
 JA1022  PID         -  JA1022
 JA1022  STATE/COUNTY-  IN/GIBSON
 JA1022  COUNTRY     -  US
 JA1022  USGS QUAD   -  OAKLAND CITY (2019)
 JA1022
 JA1022                         *CURRENT SURVEY CONTROL
 JA1022  ______________________________________________________________________
 JA1022* NAD 83(1986) POSITION- 38 20 18.     (N) 087 21 09.     (W)   SCALED
 JA1022* NAVD 88 ORTHO HEIGHT -   151.812 (meters)      498.07  (feet) ADJUSTED
 JA1022  ______________________________________________________________________
 JA1022  GEOID HEIGHT    -        -31.758 (meters)                     GEOID18
 JA1022  DYNAMIC HEIGHT  -        151.712 (meters)      497.74  (feet) COMP
 JA1022  MODELED GRAVITY -    979,966.4   (mgal)                       NAVD 88
 JA1022
 JA1022  VERT ORDER      -  FIRST     CLASS II
 JA1022
 JA1022.The horizontal coordinates were scaled from a map and have
 JA1022.an estimated accuracy of +/- 6 seconds.
 JA1022
 JA1022.The orthometric height was determined by differential leveling and
 JA1022.adjusted by the NATIONAL GEODETIC SURVEY
 JA1022.in June 1991.
 JA1022
 JA1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1022.GEOID18 height accuracy estimate available here.
 JA1022
 JA1022.Click photographs - Photos may exist for this station.
 JA1022
 JA1022.The dynamic height is computed by dividing the NAVD 88
 JA1022.geopotential number by the normal gravity value computed on the
 JA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1022.degrees latitude (g = 980.6199 gals.).
 JA1022
 JA1022.The modeled gravity was interpolated from observed gravity values.
 JA1022
 JA1022;                    North         East    Units  Estimated Accuracy
 JA1022;SPC IN W     -   343,080.      876,470.      MT  (+/- 180 meters Scaled)
 JA1022
 JA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH691434(NAD 83)
 JA1022
 JA1022                          SUPERSEDED SURVEY CONTROL
 JA1022
 JA1022  NGVD 29 (??/??/92)  151.935  (m)          498.47   (f) ADJ UNCH    1 2
 JA1022
 JA1022.Superseded values are not recommended for survey control.
 JA1022
 JA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1022.See file dsdata.pdf to determine how the superseded data were derived.
 JA1022
 JA1022_MARKER: DR = REFERENCE MARK DISK
 JA1022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1022_SP_SET: SIDEWALK
 JA1022_STAMPING: OAKLAND AZI 1934
 JA1022_MARK LOGO: CGS
 JA1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1022
 JA1022  HISTORY     - Date     Condition        Report By
 JA1022  HISTORY     - 1934     MONUMENTED       CGS
 JA1022  HISTORY     - 1965     GOOD             CGS
 JA1022  HISTORY     - 20121223 MARK NOT FOUND   GEOCAC
 JA1022
 JA1022                          STATION DESCRIPTION
 JA1022
 JA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1022'0.6 MI N FROM OAKLAND CITY.
 JA1022'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1022'AT OAKLAND CITY, THENCE 0.15 MILE NORTH ALONG FRANKLIN STREET,
 JA1022'THENCE 0.1 MILE WEST ALONG COLUMBIA STREET, 104 1/2 FEET WEST OF
 JA1022'THE NORTHWEST CORNER OF THE OAKLAND COLLEGE LIBRARY BUILDING,
 JA1022'84.8 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE NUMBER 718, 23
 JA1022'FEET SOUTH OF THE CENTER LINE OF COLUMBIA STREET, 13 FEET
 JA1022'SOUTHWEST OF TELEPHONE POLE NUMBER 659-239, 14.6 FEET
 JA1022'EAST-SOUTHEAST OF A 10-INCH MAPLE TREE, SET IN THE TOP OF THE
 JA1022'SOUTH EDGE OF A CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL
 JA1022'OF THE STREET.
 JA1022
 JA1022                          STATION RECOVERY (2012)
 JA1022
 JA1022'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1022'THE DESCRIBED LOCATION PLACES THIS MARK IN FRONT OF THE CHAPMAN
 JA1022'SEMINARY BUILDING. THE SIDEWALK AT THE LOCATION HAS BEEN REPLACED IN
 JA1022'THE RECENT PAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1021 ***********************************************************************
 JA1021  DESIGNATION -  OAKLAND RM 1
 JA1021  PID         -  JA1021
 JA1021  STATE/COUNTY-  IN/GIBSON
 JA1021  COUNTRY     -  US
 JA1021  USGS QUAD   -  OAKLAND CITY (2019)
 JA1021
 JA1021                         *CURRENT SURVEY CONTROL
 JA1021  ______________________________________________________________________
 JA1021* NAD 83(1986) POSITION- 38 20 20.15   (N) 087 21 08.52   (W)   HD_HELD1
 JA1021* NAVD 88 ORTHO HEIGHT -   152.484 (meters)      500.27  (feet) ADJUSTED
 JA1021  ______________________________________________________________________
 JA1021  GEOID HEIGHT    -        -31.759 (meters)                     GEOID18
 JA1021  DYNAMIC HEIGHT  -        152.383 (meters)      499.94  (feet) COMP
 JA1021  MODELED GRAVITY -    979,966.5   (mgal)                       NAVD 88
 JA1021
 JA1021  VERT ORDER      -  FIRST     CLASS II
 JA1021
 JA1021.The horizontal coordinates were determined by differentially corrected
 JA1021.hand held GPS observations or other comparable positioning techniques
 JA1021.and have an estimated accuracy of +/- 3 meters.
 JA1021
 JA1021.The orthometric height was determined by differential leveling and
 JA1021.adjusted by the NATIONAL GEODETIC SURVEY
 JA1021.in June 1991.
 JA1021
 JA1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1021.GEOID18 height accuracy estimate available here.
 JA1021
 JA1021.Click photographs - Photos may exist for this station.
 JA1021
 JA1021.The dynamic height is computed by dividing the NAVD 88
 JA1021.geopotential number by the normal gravity value computed on the
 JA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1021.degrees latitude (g = 980.6199 gals.).
 JA1021
 JA1021.The modeled gravity was interpolated from observed gravity values.
 JA1021
 JA1021;                    North         East    Units  Estimated Accuracy
 JA1021;SPC IN W     -   343,148.2     876,480.1     MT  (+/- 3 meters HH1 GPS) 
 JA1021
 JA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6920643479(NAD 83)
 JA1021
 JA1021                          SUPERSEDED SURVEY CONTROL
 JA1021
 JA1021  NGVD 29 (??/??/92)  152.606  (m)          500.67   (f) ADJ UNCH    1 2
 JA1021
 JA1021.Superseded values are not recommended for survey control.
 JA1021
 JA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1021.See file dsdata.pdf to determine how the superseded data were derived.
 JA1021
 JA1021_MARKER: DR = REFERENCE MARK DISK
 JA1021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1021_SP_SET: CURB
 JA1021_STAMPING: OAKLAND NO 1 1934
 JA1021_MARK LOGO: CGS
 JA1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1021
 JA1021  HISTORY     - Date     Condition        Report By
 JA1021  HISTORY     - 1934     MONUMENTED       CGS
 JA1021  HISTORY     - 1965     GOOD             CGS
 JA1021  HISTORY     - 20121223 MARK NOT FOUND   GEOCAC
 JA1021
 JA1021                          STATION DESCRIPTION
 JA1021
 JA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1021'0.6 MI NW FROM OAKLAND CITY.
 JA1021'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1021'AT OAKLAND CITY, THENCE 0.15 MILE NORTH ALONG FRANKLIN STREET,
 JA1021'THENCE 0.1 MILE WEST ALONG COLUMBIA STREET, 104 FEET NORTH OF
 JA1021'THE CENTER LINE OF COLUMBIA STREET, 91 FEET SOUTHWEST AND ACROSS
 JA1021'LUCRETIA STREET FROM THE SOUTHWEST CORNER OF STINSON HALL WHICH
 JA1021'IS ON THE GROUNDS OF OAKLAND CITY COLLEGE, 88.8 FEET SOUTHWEST
 JA1021'AND ACROSS LUCRETIA STREET FROM OAKLAND 1934, 10 FEET WEST OF
 JA1021'THE CENTER LINE OF LUCRETIA STREET, 10 FEET EAST OF THE EAST
 JA1021'EDGE OF A CONCRETE SIDEWALK, 10.4 FEET SOUTHEAST OF AN 8-INCH OAK
 JA1021'TREE, SET IN THE TOP OF THE WEST CONCRETE CURBNG OF LUCRETIA
 JA1021'STREET, ABOUT LEVEL WITH THE CENTER OF THE STREET.
 JA1021
 JA1021                          STATION RECOVERY (2012)
 JA1021
 JA1021'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1021'THE CURRENT CURB IS OF RECENT CONSTRUCTION, AND WEST OF THE POSITION
 JA1021'OF THE REFERENCE MARK.  A GEOCACHING PHOTO FROM 2004 SUGGESTS THE OLD
 JA1021'CURB AND REFERENCE MARK MAY EXIST UNDER THE ASPHALT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1020 ***********************************************************************
 JA1020  DESIGNATION -  OAKLAND RM 2
 JA1020  PID         -  JA1020
 JA1020  STATE/COUNTY-  IN/GIBSON
 JA1020  COUNTRY     -  US
 JA1020  USGS QUAD   -  OAKLAND CITY (2019)
 JA1020
 JA1020                         *CURRENT SURVEY CONTROL
 JA1020  ______________________________________________________________________
 JA1020* NAD 83(1986) POSITION- 38 20 21.39   (N) 087 21 08.53   (W)   HD_HELD1
 JA1020* NAVD 88 ORTHO HEIGHT -   153.000 (meters)      501.97  (feet) ADJUSTED
 JA1020  ______________________________________________________________________
 JA1020  GEOID HEIGHT    -        -31.759 (meters)                     GEOID18
 JA1020  DYNAMIC HEIGHT  -        152.899 (meters)      501.64  (feet) COMP
 JA1020  MODELED GRAVITY -    979,966.5   (mgal)                       NAVD 88
 JA1020
 JA1020  VERT ORDER      -  FIRST     CLASS II
 JA1020
 JA1020.The horizontal coordinates were determined by differentially corrected
 JA1020.hand held GPS observations or other comparable positioning techniques
 JA1020.and have an estimated accuracy of +/- 3 meters.
 JA1020
 JA1020.The orthometric height was determined by differential leveling and
 JA1020.adjusted by the NATIONAL GEODETIC SURVEY
 JA1020.in June 1991.
 JA1020
 JA1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1020.GEOID18 height accuracy estimate available here.
 JA1020
 JA1020.Click photographs - Photos may exist for this station.
 JA1020
 JA1020.The dynamic height is computed by dividing the NAVD 88
 JA1020.geopotential number by the normal gravity value computed on the
 JA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1020.degrees latitude (g = 980.6199 gals.).
 JA1020
 JA1020.The modeled gravity was interpolated from observed gravity values.
 JA1020
 JA1020;                    North         East    Units  Estimated Accuracy
 JA1020;SPC IN W     -   343,186.4     876,479.9     MT  (+/- 3 meters HH1 GPS) 
 JA1020
 JA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6920543518(NAD 83)
 JA1020
 JA1020                          SUPERSEDED SURVEY CONTROL
 JA1020
 JA1020  NGVD 29 (??/??/92)  153.123  (m)          502.37   (f) ADJ UNCH    1 2
 JA1020
 JA1020.Superseded values are not recommended for survey control.
 JA1020
 JA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1020.See file dsdata.pdf to determine how the superseded data were derived.
 JA1020
 JA1020_MARKER: DR = REFERENCE MARK DISK
 JA1020_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1020_SP_SET: CURB
 JA1020_STAMPING: OAKLAND NO 2 1934
 JA1020_MARK LOGO: CGS
 JA1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1020
 JA1020  HISTORY     - Date     Condition        Report By
 JA1020  HISTORY     - 1934     MONUMENTED       CGS
 JA1020  HISTORY     - 1965     GOOD             CGS
 JA1020  HISTORY     - 20121223 MARK NOT FOUND   GEOCAC
 JA1020
 JA1020                          STATION DESCRIPTION
 JA1020
 JA1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1020'0.6 MI NW FROM OAKLAND CITY.
 JA1020'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1020'AT OAKLAND CITY, THENCE 0.15 MILE NORTH ALONG FRANKLIN STREET,
 JA1020'THENCE 0.1 MILE WEST ALONG COLUMBIA STREET, 51.6 FEET WEST AND
 JA1020'ACROSS LUCRETIA STREET FROM STINSON HALL WHICH IS ON THE GROUNDS
 JA1020'OF OAKLAND COLLEGE 38.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JA1020'OF HOUSE NUMBER 126, 10 FEET WEST OF THE CENTER LINE OF LUCRETIA
 JA1020'STREET, 87.8 FEET NORTHWEST OF OAKLAND 1934, 10 FEET EAST OF
 JA1020'THE EAST EDGE OF A SIDEWALK, SET IN THE TOP OF THE WEST CURBING
 JA1020'OF LUCRETIA STREET, ABOUT LEVEL WITH THE CENTER OF THE STREET.
 JA1020
 JA1020                          STATION RECOVERY (2012)
 JA1020
 JA1020'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1020'THE CURBS AND SIDEWALKS HAVE BEEN REPLACED AT THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2367 ***********************************************************************
 LB2367  DESIGNATION -  OAKLEY
 LB2367  PID         -  LB2367
 LB2367  STATE/COUNTY-  IN/MIAMI
 LB2367  COUNTRY     -  US
 LB2367  USGS QUAD   -  BUNKER HILL (2019)
 LB2367
 LB2367                         *CURRENT SURVEY CONTROL
 LB2367  ______________________________________________________________________
 LB2367* NAD 83(1997) POSITION- 40 42 24.57410(N) 086 01 27.48166(W)   ADJUSTED
 LB2367* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LB2367  ______________________________________________________________________
 LB2367  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 LB2367  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 LB2367  HORZ ORDER      -  SECOND
 LB2367
 LB2367.The horizontal coordinates were established by classical geodetic methods
 LB2367.and adjusted by the National Geodetic Survey in May 1999.
 LB2367
 LB2367.The orthometric height was scaled from a topographic map.
 LB2367
 LB2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2367.GEOID18 height accuracy estimate available here.
 LB2367
 LB2367.Click photographs - Photos may exist for this station.
 LB2367
 LB2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2367
 LB2367. The following values were computed from the NAD 83(1997) position.
 LB2367
 LB2367;                    North         East     Units Scale Factor Converg.
 LB2367;SPC IN E     -   606,063.523    69,778.462   MT  0.99997790   -0 13 59.7
 LB2367;SPC IN E     - 1,988,393.41    228,931.50   sFT  0.99997790   -0 13 59.7
 LB2367;UTM  16      - 4,506,670.529   582,420.946   MT  0.99968361   +0 38 11.0
 LB2367
 LB2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2367!SPC IN E     -   0.99996728  x   0.99997790  =   0.99994518
 LB2367!UTM  16      -   0.99996728  x   0.99968361  =   0.99965090
 LB2367
 LB2367:                Primary Azimuth Mark                     Grid Az
 LB2367:SPC IN E     -  OAKLEY AZ MK                             137 03 53.1
 LB2367:UTM  16      -  OAKLEY AZ MK                             136 11 42.4
 LB2367
 LB2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8242006670(NAD 83)
 LB2367
 LB2367|---------------------------------------------------------------------|
 LB2367| PID    Reference Object                     Distance      Geod. Az  |
 LB2367|                                                           dddmmss.s |
 LB2367| CC9079 OAKLEY RM 2                          21.690 METERS 07457     |
 LB2367| CC9077 OAKLEY AZ MK                                       1364953.4 |
 LB2367| LB2355 PERU ST CHARLES CATH CH SPIRE       APPROX. 6.6 KM 3223742.4 |
 LB2367| LB2357 PERU MUNICIPAL POWER PLANT STK      APPROX. 6.1 KM 3322738.0 |
 LB2367| CC9078 OAKLEY RM 1                          31.400 METERS 35128     |
 LB2367|---------------------------------------------------------------------|
 LB2367
 LB2367                          SUPERSEDED SURVEY CONTROL
 LB2367
 LB2367  NAD 83(1986)-  40 42 24.57819(N)    086 01 27.49357(W) AD(       ) 2
 LB2367  NAD 27      -  40 42 24.42820(N)    086 01 27.52460(W) AD(       ) 2
 LB2367
 LB2367.Superseded values are not recommended for survey control.
 LB2367
 LB2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2367.See file dsdata.pdf to determine how the superseded data were derived.
 LB2367
 LB2367_MARKER: DS = TRIANGULATION STATION DISK
 LB2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2367_STAMPING: OAKLEY 1948
 LB2367_MARK LOGO: CGS
 LB2367_PROJECTION: FLUSH
 LB2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2367+STABILITY: SURFACE MOTION
 LB2367
 LB2367  HISTORY     - Date     Condition        Report By
 LB2367  HISTORY     - 1948     MONUMENTED       CGS
 LB2367  HISTORY     - 1961     GOOD             LOCENG
 LB2367  HISTORY     - 1961     GOOD             CGS
 LB2367
 LB2367                          STATION DESCRIPTION
 LB2367
 LB2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2367'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF PERU ON STATE
 LB2367'PROPERTY.  IT IS 282 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 LB2367'NO. 21 AND PAVED ROAD SOUTH, 99 FEET WEST OF THE CENTER OF HIGHWAY
 LB2367'NO. 21, 54 FEET SOUTHWEST OF A TELEPHONE POLE, 35 FEET EAST OF THE
 LB2367'CENTER OF PAVED ROAD AND 15 FEET EAST OF A WHITE WITNESS POST.
 LB2367'THE MARK IS FLUSH AND THE DISK IS STAMPED OAKLEY 1948.
 LB2367'
 LB2367'REFERENCE MARK NO. 1 IS 103.02 FEET NORTHWEST OF THE STATION.  IT IS
 LB2367'22 FEET EAST OF THE CENTER OF PAVED ROAD, 12 FEET SOUTHWEST OF A
 LB2367'TELEPHONE POLE AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 LB2367'INCHES AND THE DISK IS STAMPED OAKLEY NO 1 1948.
 LB2367'
 LB2367'REFERENCE MARK NO. 2 IS 71.16 FEET NORTHEAST OF THE STATION.  IT IS
 LB2367'29 FEET WEST OF THE CENTER OF HIGHWAY AND 26 FEET SOUTHEAST OF A
 LB2367'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2367'STAMPED OAKLEY NO 2 1948.
 LB2367'
 LB2367'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION ON THE NORTH SIDE
 LB2367'OF STATE HIGHWAY NO. 21.  IT IS 35 FEET NORTH OF THE CENTER OF
 LB2367'HIGHWAY, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT WEST OF A WHITE
 LB2367'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2367'OAKLEY 1948.
 LB2367'
 LB2367'TO REACH THE STATION FROM THE MIAMI COUNTY COURTHOUSE IN PERU GO
 LB2367'SOUTHEAST ON STATE HIGHWAY NO. 21 FOR 4.4 MILES TO THE STATION ON
 LB2367'THE RIGHT AS DESCRIBED.
 LB2367'
 LB2367'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2367
 LB2367                          STATION RECOVERY (1961)
 LB2367
 LB2367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HBW)
 LB2367'ALL MARKS WERE FOUND UNDISTURBED BUT CONCRETE DAMAGED BY ROTARY
 LB2367'MOWER.  THESE MARKS SHOULD HAVE STEEL GUARD STAKES ERECTED TO
 LB2367'PROTECT THEM FROM HIGHWAY DEPARTMENT ROTARY MOWERS.  WEEDS WERE
 LB2367'ABOUT 3 FEET HIGH BEFORE MOWING.  THE MOWER REMOVED POSSIBLY 1/2
 LB2367'INCH OF CONCRETE OFF THE ENTIRE TOP OF THE STATION AND REFERENCE
 LB2367'MARK NO. 2 THIS SEASON.
 LB2367
 LB2367                          STATION RECOVERY (1961)
 LB2367
 LB2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LB2367'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LB2367'DESCRIBED.
 LB2367'
 LB2367'ABOUT 4.4 MILES SE ALONG NO. 21 INDIANA HIGHWAY FROM THE SW CORNER OF
 LB2367'THE COURTHOUSE IN PERU, ON THE STATE-OWNED SMALL ANGLE AT THE
 LB2367'Y-INTERSECTION OF THE HIGHWAY AND A PAVED ROAD SOUTH, 98 FEET WSW
 LB2367'OF CENTER LINE OF 20-FOOT ASPHALT HWY., 36 FEET E OF CENTER LINE OF
 LB2367'18-FOOT ASPHALT COUNTY ROAD, 33 FEET SW OF PROJECTED CENTER
 LB2367'LINE OF HWY. TANGENT FROM THE SE. 1-1/4 FEET N OF PROJECTED PLANE
 LB2367'OF N WALL OF STONE HOUSE THAT IS ABOUT 50 YARDS W OF THE STATION,
 LB2367'FLUSH WITH GROUND, STANDARD DISKS STAMPED OAKLEY 1948 MARKS.
 LB2367'
 LB2367'REFERENCE STAMPED OAKLEY NO 1 1948, PROJECTS 0.5 FOOT, IS 31.400
 LB2367'METERS OR 103.02 FEET N FROM THE
 LB2367'STATION, 122 FEET S OF CENTER LINE OF E-W COUNTY ROAD, 23 FEET E OF
 LB2367'CENTER LINE OF COUNTY ROAD, AND 1.7 FEET S OF STEEL WITNESS POST.
 LB2367'
 LB2367'REFERENCE STAMPED OAKLEY NO 2 1948, PROJECTS 0.3 FOOT, IS 21.690
 LB2367'METERS OR 71.16 FEET NE FROM THE
 LB2367'STATION, 31 FEET NE OF PROJECTED CENTER LINE OF HWY. TANGENT FROM
 LB2367'THE SE, 28 FEET WSW OF CENTER LINE OF HWY. CURVE, AND 1.7 FEET S OF
 LB2367'STEEL WITNESS POST.
 LB2367'
 LB2367'AZIMUTH MARK STAMPED OAKLEY 1948, PROJECTS 0.3 FOOT, IS ABOUT 0.4
 LB2367'MILE SE FROM THE STATION,
 LB2367'34 FEET NE OF CENTER LINE OF HWY., 1.9 FEET HIGHER THAN SAME, 1
 LB2367'FOOT SW OF A FENCE, AND 1.5 FEET NW OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1959 ***********************************************************************
 JA1959  DESIGNATION -  OAKTOWN MUNICIPAL TANK
 JA1959  PID         -  JA1959
 JA1959  STATE/COUNTY-  IN/KNOX
 JA1959  COUNTRY     -  US
 JA1959  USGS QUAD   -  OAKTOWN (2019)
 JA1959
 JA1959                         *CURRENT SURVEY CONTROL
 JA1959  ______________________________________________________________________
 JA1959* NAD 83(1997) POSITION- 38 52 21.09841(N) 087 26 24.57841(W)   ADJUSTED
 JA1959  ______________________________________________________________________
 JA1959  GEOID HEIGHT    -        -32.049 (meters)                     GEOID18
 JA1959  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 JA1959  HORZ ORDER      -  THIRD
 JA1959
 JA1959.The horizontal coordinates were established by classical geodetic methods
 JA1959.and adjusted by the National Geodetic Survey in May 1999.
 JA1959
 JA1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1959.GEOID18 height accuracy estimate available here.
 JA1959
 JA1959.Click photographs - Photos may exist for this station.
 JA1959
 JA1959.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1959
 JA1959. The following values were computed from the NAD 83(1997) position.
 JA1959
 JA1959;                    North         East     Units Scale Factor Converg.
 JA1959;SPC IN W     -   402,405.994   869,034.934   MT  0.99997847   -0 13 26.2
 JA1959;SPC IN W     - 1,320,227.00  2,851,158.78   sFT  0.99997847   -0 13 26.2
 JA1959;UTM  16      - 4,302,723.006   461,817.341   MT  0.99961795   -0 16 34.5
 JA1959
 JA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6181702723(NAD 83)
 JA1959
 JA1959                          SUPERSEDED SURVEY CONTROL
 JA1959
 JA1959  NAD 83(1986)-  38 52 21.10745(N)    087 26 24.57689(W) AD(       ) 3
 JA1959  NAD 27      -  38 52 20.94919(N)    087 26 24.50211(W) AD(       ) 3
 JA1959
 JA1959.Superseded values are not recommended for survey control.
 JA1959
 JA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1959.See file dsdata.pdf to determine how the superseded data were derived.
 JA1959
 JA1959_MARKER: 53 = ELEVATED TANK
 JA1959
 JA1959  HISTORY     - Date     Condition        Report By
 JA1959  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1959
 JA1959                          STATION DESCRIPTION
 JA1959
 JA1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1959'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED NEAR THE
 JA1959'NORTH EDGE OF
 JA1959'OAKTOWN ABOUT 0.1 MILE NORTH OF THE BUSINESS SECTION.
 JA1959'IT IS AN OLD TYPE SLENDER TANK
 JA1959'SUPPORTED BY 4 LEGS AND THE TANK AND
 JA1959'SUPPORTING STRUCTUTE IS PAINTED SILVER.  THE
 JA1959'OVERALL HEIGHT IS ABOUT 130 FEET.
 JA1959'
 JA1959'TO REACH FROM THE INTERSECTION OF BROADWAY AND MAIN STREETS, GO NORTH
 JA1959'ON BROADWAY STREET
 JA1959'FOR 0.1 MILE TO THE TANK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2158 ***********************************************************************
 LB2158  DESIGNATION -  OCTAGON
 LB2158  PID         -  LB2158
 LB2158  STATE/COUNTY-  IN/TIPPECANOE
 LB2158  COUNTRY     -  US
 LB2158  USGS QUAD   -  ROUND GROVE (2019)
 LB2158
 LB2158                         *CURRENT SURVEY CONTROL
 LB2158  ______________________________________________________________________
 LB2158* NAD 83(1997) POSITION- 40 31 45.55834(N) 087 01 49.01174(W)   ADJUSTED
 LB2158* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 LB2158  ______________________________________________________________________
 LB2158  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB2158  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LB2158  HORZ ORDER      -  THIRD
 LB2158
 LB2158.The horizontal coordinates were established by classical geodetic methods
 LB2158.and adjusted by the National Geodetic Survey in May 1999.
 LB2158
 LB2158.The orthometric height was scaled from a topographic map.
 LB2158
 LB2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2158.GEOID18 height accuracy estimate available here.
 LB2158
 LB2158.Click photographs - Photos may exist for this station.
 LB2158
 LB2158.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2158
 LB2158. The following values were computed from the NAD 83(1997) position.
 LB2158
 LB2158;                    North         East     Units Scale Factor Converg.
 LB2158;SPC IN W     -   586,292.772   904,495.016   MT  0.99996692   +0 02 04.1
 LB2158;SPC IN W     - 1,923,528.87  2,967,497.40   sFT  0.99996692   +0 02 04.1
 LB2158;UTM  16      - 4,486,509.891   497,435.288   MT  0.99960008   -0 01 10.8
 LB2158
 LB2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2158!SPC IN W     -   0.99996937  x   0.99996692  =   0.99993629
 LB2158!UTM  16      -   0.99996937  x   0.99960008  =   0.99956946
 LB2158
 LB2158:                Primary Azimuth Mark                     Grid Az
 LB2158:SPC IN W     -  MILLS                                    342 53 59.2
 LB2158:UTM  16      -  MILLS                                    342 57 14.1
 LB2158
 LB2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9743586509(NAD 83)
 LB2158
 LB2158|---------------------------------------------------------------------|
 LB2158| PID    Reference Object                     Distance      Geod. Az  |
 LB2158|                                                           dddmmss.s |
 LB2158| CM3257 OCTAGON RM 2                         18.192 METERS 07529     |
 LB2158| LB2160 MILLS                               APPROX. 5.6 KM 3425603.3 |
 LB2158| CM3256 OCTAGON RM 1                          7.626 METERS 35658     |
 LB2158|---------------------------------------------------------------------|
 LB2158
 LB2158                          SUPERSEDED SURVEY CONTROL
 LB2158
 LB2158  NAD 83(1986)-  40 31 45.56540(N)    087 01 49.02265(W) AD(       ) 3
 LB2158  NAD 27      -  40 31 45.44630(N)    087 01 48.97610(W) AD(       ) 3
 LB2158
 LB2158.Superseded values are not recommended for survey control.
 LB2158
 LB2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2158.See file dsdata.pdf to determine how the superseded data were derived.
 LB2158
 LB2158_MARKER: DS = TRIANGULATION STATION DISK
 LB2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2158_STAMPING: OCTAGON 1955
 LB2158_MARK LOGO: CGS
 LB2158_PROJECTION: FLUSH
 LB2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2158+STABILITY: SURFACE MOTION
 LB2158
 LB2158  HISTORY     - Date     Condition        Report By
 LB2158  HISTORY     - 1955     MONUMENTED       CGS
 LB2158  HISTORY     - 1958     GOOD             CGS
 LB2158
 LB2158                          STATION DESCRIPTION
 LB2158
 LB2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2158'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF MONTMORENCI AND 2 MILES
 LB2158'WEST OF OCTAGON ON THE WEST SIDE OF STATE HIGHWAY 53 AND ON HIGHWAY
 LB2158'RIGHT-OF-WAY.  IT IS 28 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LB2158'53, 5 FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET EAST OF
 LB2158'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED OCTAGON
 LB2158'1955.
 LB2158'
 LB2158'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LB2158'53 AND 1 FOOT EAST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2158'STAMPED OCTAGON NO 1 1955.
 LB2158'
 LB2158'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LB2158'53 AND 1 FOOT WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2158'STAMPED OCTAGON NO 2 1955.
 LB2158'
 LB2158'BENCH MARK G 136 WAS USED AS THE AZIMUTH MARK.  IT IS SET IN THE
 LB2158'NORTH END OF A CONCRETE ABUTMENT OF CULVERT ON THE EAST SIDE OF
 LB2158'STATE HIGHWAY 53.  IT IS 19 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LB2158'53 AND 11 FEET WEST OF FENCE LINE.  THE DISK IS A STANDARD U. S. C.
 LB2158'AND G.  SURVEY BENCH MARK DISK SET IN A DRILL HOLE FLUSH WITH THE
 LB2158'CONCRETE AND STAMPED G 136 1946.
 LB2158'
 LB2158'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2158'HIGHWAY 53 IN MONTMORENCI, GO NORTH ON STATE HIGHWAY 53 FOR 3.75
 LB2158'MILES TO THE STATION ON THE WEST SIDE AS DESCRIBED, CONTINUE NORTH
 LB2158'ON HIGHWAY FOR 0.55 MILE TO BENCH MARK ON THE EAST SIDE AS
 LB2158'DESCRIBED.
 LB2158'
 LB2158'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2158
 LB2158                          STATION RECOVERY (1958)
 LB2158
 LB2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2158'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LB2158'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED AND VERIFIED.
 LB2158'DESCRIPTION ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2210 ***********************************************************************
 LB2210  DESIGNATION -  ODELL
 LB2210  PID         -  LB2210
 LB2210  STATE/COUNTY-  IN/TIPPECANOE
 LB2210  COUNTRY     -  US
 LB2210  USGS QUAD   -  WESTPOINT (2019)
 LB2210
 LB2210                         *CURRENT SURVEY CONTROL
 LB2210  ______________________________________________________________________
 LB2210* NAD 83(1997) POSITION- 40 16 50.04092(N) 087 04 26.40895(W)   ADJUSTED
 LB2210* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2210  ______________________________________________________________________
 LB2210  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 LB2210  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 LB2210  HORZ ORDER      -  THIRD
 LB2210
 LB2210.The horizontal coordinates were established by classical geodetic methods
 LB2210.and adjusted by the National Geodetic Survey in May 1999.
 LB2210
 LB2210.The orthometric height was scaled from a topographic map.
 LB2210
 LB2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2210.GEOID18 height accuracy estimate available here.
 LB2210
 LB2210.Click photographs - Photos may exist for this station.
 LB2210
 LB2210.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2210
 LB2210. The following values were computed from the NAD 83(1997) position.
 LB2210
 LB2210;                    North         East     Units Scale Factor Converg.
 LB2210;SPC IN W     -   558,670.042   900,793.500   MT  0.99996667   +0 00 21.7
 LB2210;SPC IN W     - 1,832,903.30  2,955,353.34   sFT  0.99996667   +0 00 21.7
 LB2210;UTM  16      - 4,458,900.786   493,709.099   MT  0.99960049   -0 02 52.2
 LB2210
 LB2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2210!SPC IN W     -   0.99997011  x   0.99996667  =   0.99993678
 LB2210!UTM  16      -   0.99997011  x   0.99960049  =   0.99957061
 LB2210
 LB2210:                Primary Azimuth Mark                     Grid Az
 LB2210:SPC IN W     -  ODELL AZ MK                              011 48 04.9
 LB2210:UTM  16      -  ODELL AZ MK                              011 51 18.8
 LB2210
 LB2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9370958900(NAD 83)
 LB2210
 LB2210|---------------------------------------------------------------------|
 LB2210| PID    Reference Object                     Distance      Geod. Az  |
 LB2210|                                                           dddmmss.s |
 LB2210| CM3258 ODELL AZ MK                                        0114826.6 |
 LB2210| CM3259 ODELL RM 1                           26.175 METERS 03214     |
 LB2210| CM3260 ODELL RM 2                           33.259 METERS 10954     |
 LB2210|---------------------------------------------------------------------|
 LB2210
 LB2210                          SUPERSEDED SURVEY CONTROL
 LB2210
 LB2210  NAD 83(1986)-  40 16 50.04847(N)    087 04 26.41719(W) AD(       ) 3
 LB2210  NAD 27      -  40 16 49.92010(N)    087 04 26.39050(W) AD(       ) 3
 LB2210
 LB2210.Superseded values are not recommended for survey control.
 LB2210
 LB2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2210.See file dsdata.pdf to determine how the superseded data were derived.
 LB2210
 LB2210_MARKER: DS = TRIANGULATION STATION DISK
 LB2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2210_STAMPING: ODELL 1948
 LB2210_MARK LOGO: CGS
 LB2210_PROJECTION: FLUSH
 LB2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2210+STABILITY: SURFACE MOTION
 LB2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2210+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2010
 LB2210
 LB2210  HISTORY     - Date     Condition        Report By
 LB2210  HISTORY     - 1948     MONUMENTED       CGS
 LB2210  HISTORY     - 1958     GOOD             CGS
 LB2210  HISTORY     - 1968     GOOD             CGS
 LB2210  HISTORY     - 20100818 GOOD             INDIV
 LB2210
 LB2210                          STATION DESCRIPTION
 LB2210
 LB2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2210'STATION IS LOCATED 9 MILES EAST OF ATTICA AND 0.5 MILE SOUTH OF ODELL
 LB2210'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 25 AND
 LB2210'28 (WEST).  IT IS 99 FEET NORTHWEST OF THE INTERSECTION, 88 FEET
 LB2210'NORTH OF THE CENTER OF HIGHWAY 28, 76 FEET WEST OF THE CENTER OF
 LB2210'HIGHWAY 25 AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LB2210'MARK IS FLUSH AND THE DISK IS STAMPED ODELL 1948.
 LB2210'
 LB2210'REFERENCE MARK NO. 1 IS 85.88 FEET NORTHEAST OF THE STATION.  IT IS
 LB2210'32 FEET WEST OF THE CENTER OF HIGHWAY 25 AND 4 FEET NORTH OF A POWER
 LB2210'LINE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2210'ODELL NO 1 1948.
 LB2210'
 LB2210'REFERENCE MARK NO. 2 IS 109.12 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2210'29 FEET EAST OF THE CENTER OF HIGHWAY 25 AND 24 FEET NORTH OF A
 LB2210'FENCE CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2210'ODELL NO 2 1948.
 LB2210'
 LB2210'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 32 FEET
 LB2210'EAST OF THE CENTER OF HIGHWAY 25 AND 4 FEET SOUTH OF A WHITE WITNESS
 LB2210'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ODELL
 LB2210'1948.
 LB2210'
 LB2210'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 25 FOR
 LB2210'0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2210'
 LB2210'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2210
 LB2210                          STATION RECOVERY (1958)
 LB2210
 LB2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2210'STATION, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 LB2210'MARK SEARCHED FOR BUT NOT RECOVERED.  DISTANCES TO AND ANGLE BETWEEN
 LB2210'REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND
 LB2210'CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 82 FEET SOUTHWEST OF
 LB2210'A POWER POLE, 64 FEET WEST OF C/L STATE ROUTES 25-38 EXTENDED
 LB2210'SOUTH, AND 62 FEET NORTH C/L OF STATE ROUTE 25 EXTENDED EAST.
 LB2210'REFERENCE MARK NO. 1 IS 27 FEET WEST C/L STATE ROUTES 25-28
 LB2210'EXTENDED SOUTH.  REFERENCE MARK NO. 2 IS 67 FEET NORTH OF
 LB2210'C/L OF A POWER POLE, 29 FEET EAST C/L STATE ROUTE 25, AND 24.4 FEET
 LB2210'NORTH OF A FENCE CORNER.
 LB2210
 LB2210                          STATION RECOVERY (1968)
 LB2210
 LB2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2210'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 LB2210'THE FOLLOWING NOTES WILL BE HELPFUL IN FUTURE RECOVERY OF THE
 LB2210'STATION--
 LB2210'
 LB2210'THE STATION IS LOCATED ABOUT 9 MILES EAST OF ATTICA IN THE NORTHWEST
 LB2210'ANGLE OF THE T-INTERSECTION OF STATE HIGHWAYS 25 AND 28.  THIS IS
 LB2210'THE SOUTH ONE OF TWO SUCH JUNCTIONS AND THE POINT WHERE STATE
 LB2210'HIGHWAY 28 LEADS WEST.
 LB2210'
 LB2210'THE STATION MARK IS SET IN A 12 INCH SQUARE CONCRETE POST THAT
 LB2210'PROJECTS 1 INCH AND IS STAMPED AS DESCRIBED.  THE DISK HAS BEEN
 LB2210'BATTERED BUT IS READABLE AND THE MONUMENT IS SOLID.  IT IS 74 FEET
 LB2210'WEST OF THE CENTERLINE OF S. H. 25 AND 28, 62 FEET NORTH OF THE
 LB2210'CENTERLINE OF S. H. 28, 21.0 FEET NORTH-NORTHEAST OF THE
 LB2210'NORTHWEST LEG OF HIGHWAY SIGN DO NOT ENTER, AND 15.0 FEET
 LB2210'EAST-NORTHEAST OF POWER LINE POLE.
 LB2210'
 LB2210'REFERENCE MARK 1 IS SET IN A 12 INCH POST THAT IS FLUSH WITH THE
 LB2210'GROUND AND IS STAMPED AS DESCRIBED.  IT IS NORTH-NORTHEAST OF THE
 LB2210'STATION, 32 FEET WEST OF THE CENTERLINE OF S. H. 25 AND 28, 22.5
 LB2210'FEET SOUTH OF POWER LINE POLE, 10.7 FEET SOUTH-SOUTHEAST OF 5 BY 5
 LB2210'INCH CONCRETE RIGHT-OF-WAY POST AND 3.9 FEET SOUTH-SOUTHEAST OF
 LB2210'THE BASE OF POLE GUY WIRE.
 LB2210'
 LB2210'REFERENCE MARK 2 IS SET IN A 12 INCH SQUARE CONCRETE POST THAT IS 3
 LB2210'INCHES BELOW THE SURFACE OF THE GROUND, AND STAMPED AS DESCRIBED.
 LB2210'IT IS 29 FEET EAST OF THE CENTERLINE OF S. H. 25 AND 28, 26 FEET
 LB2210'NORTH OF THE CENTERLINE OF S. H. 28 EXTENDED TO THE EAST, 24.4
 LB2210'FEET NORTH OF FENCE CORNER AND 2.7 FEET SOUTHEAST OF THE SOUTH CORNER
 LB2210'OF 3 FOOT SQUARE UNPAINTED CONCRETE BASE OF METAL POLE THAT
 LB2210'SUPPORTS THE NORTHEAST END OF CABLE THAT HOLDS THE OVERHEAD
 LB2210'TRAFFIC SIGNAL.
 LB2210'
 LB2210'THE AZIMUTH MARK IS IN 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 LB2210'INCHES ABOVE THE GROUND AND IS STAMPED AS DESCRIBED.  IT IS 0.2 MILE
 LB2210'NORTH OF THE STATION ON THE EAST EDGE OF THE RIGHT-OF-WAY OF STATE
 LB2210'HIGHWAYS 25 AND 28, ON THE NORTH SLOPE OF A SMALL KNOLL, ON THE
 LB2210'EDGE OF A HIGHWAY CUT BANK, 32.5 FEET EAST OF THE CENTERLINE OF THE
 LB2210'HIGHWAY, 19.5 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH
 LB2210'WALL OF A SMALL HOUSE THAT IS ACROSS THE HIGHWAY, WEST OF THE MARK,
 LB2210'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADWAY.
 LB2210'
 LB2210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF
 LB2210'ATTICA.
 LB2210
 LB2210                          STATION RECOVERY (2010)
 LB2210
 LB2210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SAP)
 LB2210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2139 ***********************************************************************
 ME2139  DESIGNATION -  OGDEN 2
 ME2139  PID         -  ME2139
 ME2139  STATE/COUNTY-  IN/PORTER
 ME2139  COUNTRY     -  US
 ME2139  USGS QUAD   -  PORTAGE (2019)
 ME2139
 ME2139                         *CURRENT SURVEY CONTROL
 ME2139  ______________________________________________________________________
 ME2139* NAD 83(1997) POSITION- 41 37 06.53063(N) 087 07 50.43603(W)   NO CHECK
 ME2139* NAVD 88 ORTHO HEIGHT -   193.383 (meters)      634.46  (feet) ADJUSTED
 ME2139  ______________________________________________________________________
 ME2139  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 ME2139  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 ME2139  DYNAMIC HEIGHT  -        193.312 (meters)      634.22  (feet) COMP
 ME2139  MODELED GRAVITY -    980,253.8   (mgal)                       NAVD 88
 ME2139
 ME2139  HORZ ORDER      -  THIRD
 ME2139  VERT ORDER      -  FIRST     CLASS II
 ME2139
 ME2139.The horizontal coordinates were established by classical geodetic methods
 ME2139.and adjusted by the National Geodetic Survey in May 1999.
 ME2139
 ME2139.No horizontal observational check was made to the station.
 ME2139
 ME2139.The orthometric height was determined by differential leveling and
 ME2139.adjusted by the NATIONAL GEODETIC SURVEY
 ME2139.in June 1991.
 ME2139
 ME2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2139.GEOID18 height accuracy estimate available here.
 ME2139
 ME2139.Click photographs - Photos may exist for this station.
 ME2139
 ME2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2139
 ME2139.The dynamic height is computed by dividing the NAVD 88
 ME2139.geopotential number by the normal gravity value computed on the
 ME2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2139.degrees latitude (g = 980.6199 gals.).
 ME2139
 ME2139.The modeled gravity was interpolated from observed gravity values.
 ME2139
 ME2139. The following values were computed from the NAD 83(1997) position.
 ME2139
 ME2139;                    North         East     Units Scale Factor Converg.
 ME2139;SPC IN W     -   707,245.392   896,054.357   MT  0.99996686   -0 01 53.2
 ME2139;SPC IN W     - 2,320,354.26  2,939,805.00   sFT  0.99996686   -0 01 53.2
 ME2139;UTM  16      - 4,607,426.235   489,113.264   MT  0.99960146   -0 05 12.4
 ME2139
 ME2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2139!SPC IN W     -   0.99997495  x   0.99996686  =   0.99994181
 ME2139!UTM  16      -   0.99997495  x   0.99960146  =   0.99957642
 ME2139
 ME2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8911307426(NAD 83)
 ME2139
 ME2139|---------------------------------------------------------------------|
 ME2139| PID    Reference Object                     Distance      Geod. Az  |
 ME2139|                                                           dddmmss.s |
 ME2139| CM3264 OGDEN 2 RM 3                          9.730 METERS 07424     |
 ME2139| ME2477 OGDEN                                33.826 METERS 19336     |
 ME2139| CM3265 OGDEN 2 RM 4                          8.800 METERS 25447     |
 ME2139|---------------------------------------------------------------------|
 ME2139
 ME2139                          SUPERSEDED SURVEY CONTROL
 ME2139
 ME2139  NAD 83(1994)-  41 37 06.53663(N)    087 07 50.43954(W) AD(       ) 3
 ME2139  NAD 83(1986)-  41 37 06.53657(N)    087 07 50.43935(W) AD(       ) 3
 ME2139  NAD 27      -  41 37 06.40940(N)    087 07 50.32070(W) AD(       ) 3
 ME2139  NGVD 29 (01/19/93)  193.479  (m)          634.77   (f) ADJUSTED    1 2
 ME2139
 ME2139.Superseded values are not recommended for survey control.
 ME2139
 ME2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2139.See file dsdata.pdf to determine how the superseded data were derived.
 ME2139
 ME2139_MARKER: DS = TRIANGULATION STATION DISK
 ME2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2139_STAMPING: OGDEN 2 1966
 ME2139_MARK LOGO: CGS
 ME2139_PROJECTION: FLUSH
 ME2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2139+STABILITY: SURFACE MOTION
 ME2139
 ME2139  HISTORY     - Date     Condition        Report By
 ME2139  HISTORY     - 1966     MONUMENTED       CGS
 ME2139  HISTORY     - 1970     GOOD             NGS
 ME2139  HISTORY     - 1971     GOOD             NGS
 ME2139  HISTORY     - 1980     GOOD             NGS
 ME2139  HISTORY     - 1985     GOOD             NGS
 ME2139  HISTORY     - 19850321 GOOD             NGS
 ME2139
 ME2139                          STATION DESCRIPTION
 ME2139
 ME2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ME2139'THE STATION IS ABOUT 11 MILES EAST OF GARY, 4 MILES WEST OF PORTER AND
 ME2139'IS ON THE RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 12 AND THE RAILROAD.
 ME2139'
 ME2139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 12 AND COUNTY LINE ROAD,
 ME2139'ABOUT 6 MILES EAST OF GARY, GO EAST ON U.S. 12 FOR 4.85 MILES TO THE
 ME2139'STATION ON THE LEFT.  THIS IS 0.3 MILE WEST OF THE JUNCTION OF U.S. 12
 ME2139'AND STATE HIGHWAY 149
 ME2139'
 ME2139'THE STATION MARK IS 40.8 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 ME2139'TRACKS, 39 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 12, 4 FEET
 ME2139'NORTH OF THE NORTH RIGHT OF WAY OF THE NEW HIGHWAY AND 2.5 FEET EAST-
 ME2139'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 ME2139'AND THE DISK IS STAMPED OGDEN 2 1966.
 ME2139'
 ME2139'R.M. NO. 3 IS 42 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 37
 ME2139'FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, 34 FEET EAST OF A
 ME2139'METAL WITNESS POST AND 2 FEET NORTH OF THE NEW HIGHWAY RIGHT OF WAY.
 ME2139'THE MARK IS FLUSH AND THE DISK IS STAMPED OGDEN 2 NO 3 1966.
 ME2139'
 ME2139'R.M. NO. 4 IS 40 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 12,
 ME2139'40 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 27 FEET WEST OF A
 ME2139'METAL WITNESS POST AND 5 FEET NORTH OF THE NORTH EDGE OF THE RIGHT OF
 ME2139'WAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED OGDEN
 ME2139'2 NO 4 1966.
 ME2139'
 ME2139'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 ME2139'
 ME2139'THE ELEVATION OF OGDEN 2 IS PLUS 0.256 FOOT ABOVE STATION OGDEN.
 ME2139
 ME2139                          STATION RECOVERY (1970)
 ME2139
 ME2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2139'A LONG SEARCH FAILED TO UNCOVER ANY MARKS.  IT IS POSSIBLE THAT THE
 ME2139'MARKS COULD BE FOUND IF A SEARCH WERE MADE IN THE WINTER OR SPRING
 ME2139'BEFORE THE THICK BRUSH IN THE AREA IS COVERED BY LEAVES.
 ME2139'
 ME2139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES WEST
 ME2139'OF PORTER.
 ME2139
 ME2139                          STATION RECOVERY (1971)
 ME2139
 ME2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2139'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 ME2139'CONDITION.  A NEW BRIDGE IS BEING BUILT ABOUT 0.3 MILE EAST OF THE
 ME2139'STATION AND WHEN THIS IS COMPLETED AN AZIMUTH MARK WILL BE SET AND A
 ME2139'COMPLETE NEW DESCRIPTION FOR THE STATION WILL BE MADE.  METAL WITNESS
 ME2139'POST WERE SET AT EACH MARK SINCE IT TOOK 2 TRIPS TO LOCATE THIS
 ME2139'STATION.
 ME2139'
 ME2139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 11 MILES EAST
 ME2139'OF GARY
 ME2139
 ME2139                          STATION RECOVERY (1980)
 ME2139
 ME2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ME2139'STATION MARK, RM 3 AND 4 FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 ME2139'DESCRIBED.  THE DIRECTION BETWEEN THE MARKS WAS SMALLER BY 09 MINUTES
 ME2139'AND 10 SECONDS.  THE DISTANCE TO THE MARKS CHECKED.  A POLARIS
 ME2139'OBSERVATION WILL HAVE TO BE TAKEN AFTER A GREAT AMOUNT OF CLEARING TO
 ME2139'ESTABLISH AN AZIMUTH MARK.
 ME2139'
 ME2139'THE 1966 TOO REACH AND DESCRIPTION ARE ADEQUATE WITH THE ADDITION OF
 ME2139'METAL WITNESS POSTS AT MARKS.  ONE SET 1 FT N OF THE STATION.  ONE
 ME2139'0.5 FT E OF RM 3 AND 1 FT W OF RM 4.
 ME2139
 ME2139                          STATION RECOVERY (1985)
 ME2139
 ME2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME2139'17.9 KM (11.1 MI) EAST FROM GARY.
 ME2139'17.9 KM (11.1 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2139'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, 0.3 KM (0.2 MI) WEST
 ME2139'OF THE INTERSECTION OF STATE HIGHWAY 149, 41.3 M (135.5 FT) NORTH OF
 ME2139'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 20.9 M (68.6
 ME2139'FT) SOUTHWEST OF UTILITY POLE NUMBER 953167, AND 12.4 M (40.7 FT)
 ME2139'SOUTH OF THE NEAR RAIL OF THE SOUTH SHORE RAILROAD.
 ME2139'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 ME2139'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 ME2139
 ME2139                          STATION RECOVERY (1985)
 ME2139
 ME2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 ME2139'THE STATION MARK, REFERENCE MARKS 3 ND 4 WERE RECOVERED IN GOOD
 ME2139'CONDITION.  THE STATION MARK IS A ROUND CONCRETE MARK, NOT SQUARE AS
 ME2139'MENTION IN 1966 DESCRIPTION.  THE ANGLE BETWEEN THE TWO REFERENCE
 ME2139'MARKS WAS FOUND TO BE IN ERROR BY 09 MINUTES 50.4 SECONDS.  THE
 ME2139'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE LONGER BY 0.04 METERS
 ME2139'(0.13 FT) AND THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE SHORTER
 ME2139'BY 0.028 METERS.  (0.092 FT) THE STACK MENTIONED IN THE 1966
 ME2139'DESCRIPTION WILL NO LONGER SEE THE STATION BECAUSE OF TREES.  THERE IS
 ME2139'STILL NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  THE TO REACH FOR THIS
 ME2139'STATION IS STILL ADEQUATE.
 ME2139'
 ME2139'THE STATION IS A STANDARD NGS DISK STAMPED,---OGDEN 2 1966 634.85---,
 ME2139'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME2139'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 39.929 METERS
 ME2139'(131.000 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND LANES OF U.S
 ME2139'HIGHWAY 12, 12.436 METERS (40.800 FT) SOUTH FROM THE SOUTH RAIL OF
 ME2139'RAILROAD TRACK, 4.572 METERS (15.000 FT) EAST FROM A 10 INCH WILD
 ME2139'CHERRY TREE AND 0.457 METERS (1.499 FT) SOUTH FROM A METAL WITNESS
 ME2139'POST.
 ME2139'
 ME2139'REFERENCE MARK NO 3 IS A STANDARD, DISK STAMPED,
 ME2139'---635.13 OGDEN 2 NO 3 1966---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2139'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2139'STATION IS LOCATED 39.929 METERS (131.000 FT) NORTH FROM THE
 ME2139'CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 12, 120.802 METERS
 ME2139'(396.331 FT) SOUTH FROM THE SOUTH RAIL, OF RAILROAD TRACKS, 13.716
 ME2139'METERS (45.000 FT) EAST FROM THE 10 INCH WILD CHERRY TREE AND 0.305
 ME2139'METERS (1.001 FT) WEST FROM A METAL WITNESS POST, AND 0.2 METERS
 ME2139'(0.7 FT) HIGHER THAN THE STATION.
 ME2139'
 ME2139'REFERENCE MARK NO 4 IS A STANDARD, DISK STAMPED,
 ME2139'---OGDEN 2 NO 4 1966---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2139'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2139'STATION IS LOCATED 39.939 METERS (131.033 FT) NORTH FROM THE
 ME2139'CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 12, 3.353 METERS (11.001
 ME2139'FT) WEST FROM THE 10 INCH WILD CHERRY TREE, 12.192 METERS (40.000 FT)
 ME2139'SOUTH FROM THE SOUTH RAIL OF THE RAILROAD TRACKS, AND 0.305 METERS
 ME2139'(1.001 FT) EAST FROM A METAL WITNESS POST, AND 0.2 METERS (0.7 FT)
 ME2139'LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2303 ***********************************************************************
 ME2303  DESIGNATION -  OHIO
 ME2303  PID         -  ME2303
 ME2303  STATE/COUNTY-  IN/FULTON
 ME2303  COUNTRY     -  US
 ME2303  USGS QUAD   -  KEWANNA (2019)
 ME2303
 ME2303                         *CURRENT SURVEY CONTROL
 ME2303  ______________________________________________________________________
 ME2303* NAD 83(1997) POSITION- 41 02 27.63265(N) 086 24 52.21833(W)   ADJUSTED
 ME2303* NAVD 88 ORTHO HEIGHT -   235.16  (+/-2cm)      771.5   (feet) VERTCON3
 ME2303  ______________________________________________________________________
 ME2303  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME2303  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 ME2303  HORZ ORDER      -  SECOND
 ME2303  VERT ORDER      -  THIRD ? (See Below)
 ME2303
 ME2303.The horizontal coordinates were established by classical geodetic methods
 ME2303.and adjusted by the National Geodetic Survey in May 1999.
 ME2303
 ME2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2303
 ME2303.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2303.GEOID18 height accuracy estimate available here.
 ME2303
 ME2303.The vertical order pertains to the NGVD 29 superseded value.
 ME2303
 ME2303.Click photographs - Photos may exist for this station.
 ME2303
 ME2303.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2303
 ME2303. The following values were computed from the NAD 83(1997) position.
 ME2303
 ME2303;                    North         East     Units Scale Factor Converg.
 ME2303;SPC IN E     -   643,381.724    37,121.336   MT  1.00001531   -0 29 27.8
 ME2303;SPC IN E     - 2,110,828.21    121,788.92   sFT  1.00001531   -0 29 27.8
 ME2303;SPC IN W     -   643,327.796   956,235.400   MT  1.00000557   +0 26 21.0
 ME2303;SPC IN W     - 2,110,651.28  3,137,248.97   sFT  1.00000557   +0 26 21.0
 ME2303;UTM  16      - 4,543,474.570   549,210.605   MT  0.99962980   +0 23 04.0
 ME2303
 ME2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2303!SPC IN E     -   0.99996839  x   1.00001531  =   0.99998370
 ME2303!SPC IN W     -   0.99996839  x   1.00000557  =   0.99997396
 ME2303!UTM  16      -   0.99996839  x   0.99962980  =   0.99959820
 ME2303
 ME2303:                Primary Azimuth Mark                     Grid Az
 ME2303:SPC IN E     -  KEWANNA                                  168 28 37.6
 ME2303:SPC IN W     -  KEWANNA                                  167 32 48.8
 ME2303:UTM  16      -  KEWANNA                                  167 36 05.8
 ME2303
 ME2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4921043474(NAD 83)
 ME2303
 ME2303|---------------------------------------------------------------------|
 ME2303| PID    Reference Object                     Distance      Geod. Az  |
 ME2303|                                                           dddmmss.s |
 ME2303| ME0331 KEWANNA                             APPROX. 2.1 KM 1675909.8 |
 ME2303| ME2305 KEWANNA BAPTIST CHURCH SPIRE        APPROX. 2.5 KM 1704831.5 |
 ME2303| CM3266 OHIO RM                              11.640 METERS 19647     |
 ME2303|---------------------------------------------------------------------|
 ME2303
 ME2303                          SUPERSEDED SURVEY CONTROL
 ME2303
 ME2303  NAD 83(1986)-  41 02 27.63827(N)    086 24 52.22782(W) AD(       ) 2
 ME2303  NAD 27      -  41 02 27.49100(N)    086 24 52.20990(W) AD(       ) 2
 ME2303  USSD        -  41 02 27.51100(N)    086 24 52.05900(W) AD(       ) 3
 ME2303  NGVD 29             235.28   (m)          771.9    (f) LEVELING    3  
 ME2303
 ME2303.Superseded values are not recommended for survey control.
 ME2303
 ME2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2303.See file dsdata.pdf to determine how the superseded data were derived.
 ME2303
 ME2303_MARKER: DS = TRIANGULATION STATION DISK
 ME2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2303_STAMPING: OHIO 1920
 ME2303_MARK LOGO: CGS
 ME2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2303+STABILITY: SURFACE MOTION
 ME2303
 ME2303  HISTORY     - Date     Condition        Report By
 ME2303  HISTORY     - 1920     MONUMENTED       CGS
 ME2303  HISTORY     - 1934     GOOD             INGS
 ME2303  HISTORY     - 1935     GOOD             CGS
 ME2303  HISTORY     - 1952     GOOD             CGS
 ME2303
 ME2303                          STATION DESCRIPTION
 ME2303
 ME2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2303'ONE AND ONE-HALF MILES
 ME2303'N OF KEWANNA, ON
 ME2303'THE W SIDE OF THE TRACK, 50 YARDS N OF A WAGON ROAD
 ME2303'CROSSING, ONE-HALF MILE N OF MILE
 ME2303'POST T.H. 136, 8.78 METERS (28.80
 ME2303'FEET) W OF THE W AND NEAREST RAIL.  THE STATION,
 ME2303'UNDERGROUND AND
 ME2303'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2303'THE REFERENCE MARK IS ON THE SAME SIDE OF
 ME2303'THE TRACK NEAR THE FENCE LINE,
 ME2303'11.64 METERS (38.19 FEET) FROM THE
 ME2303'STATION S 16 DEG 47 MIN W.
 ME2303
 ME2303                          STATION RECOVERY (1934)
 ME2303
 ME2303'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2303'STATION RECOVERED AS DESCRIBED.
 ME2303
 ME2303                          STATION RECOVERY (1935)
 ME2303
 ME2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 ME2303'STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED IN 1920 EXCEPT
 ME2303'THE STATION MARK IS 62
 ME2303'PACES (62 YARDS) N FROM CENTER LINE OF ROAD
 ME2303'CROSSING THE RAILROAD INSTEAD OF 50
 ME2303'YARDS.  THIS STATION IS 817.29
 ME2303'METERS S OF ORANGE TRAVERSE STATION, AND VISIBLE FROM
 ME2303'THE GROUND AT
 ME2303'ORANGE.
 ME2303'
 ME2303'TO REACH FROM ORANGE, GO W 0.5 MILE TO ROUTE 17.  THEN S TO
 ME2303'FIRST ROAD LEADING
 ME2303'E TO RAILROAD AND STATION.
 ME2303
 ME2303                          STATION RECOVERY (1952)
 ME2303
 ME2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2303'STATION WAS RECOVERED AS DESCRIBED,
 ME2303'AND ALL MARKS WERE
 ME2303'FOUND IN GOOD CONDITION.  THE DISTANCE TO THE
 ME2303'REFERENCE MARK CHECKED.  THE OLD
 ME2303'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH8173 ***********************************************************************
 AH8173  DESIGNATION -  OHIO
 AH8173  PID         -  AH8173
 AH8173  STATE/COUNTY-  IN/OHIO
 AH8173  COUNTRY     -  US
 AH8173  USGS QUAD   -  RISING SUN (2019)
 AH8173
 AH8173                         *CURRENT SURVEY CONTROL
 AH8173  ______________________________________________________________________
 AH8173* NAD 83(2011) POSITION- 38 57 39.75620(N) 084 51 01.76081(W)   ADJUSTED
 AH8173* NAD 83(2011) ELLIP HT-   124.363 (meters)        (06/27/12)   ADJUSTED
 AH8173* NAD 83(2011) EPOCH   -  2010.00
 AH8173* NAVD 88 ORTHO HEIGHT -   158.5   (meters)      520.    (feet) GPS OBS
 AH8173  ______________________________________________________________________
 AH8173  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH8173  GEOID HEIGHT    -        -34.078 (meters)                     GEOID99
 AH8173  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 AH8173  NAD 83(2011) X  -    445,736.159 (meters)                     COMP
 AH8173  NAD 83(2011) Y  - -4,946,100.597 (meters)                     COMP
 AH8173  NAD 83(2011) Z  -  3,989,033.317 (meters)                     COMP
 AH8173  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 AH8173
 AH8173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8173  Standards:
 AH8173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8173  -------------------------------------------------------------------
 AH8173  NETWORK    0.55   0.86           0.25   0.19   0.44     -0.00896484
 AH8173  -------------------------------------------------------------------
 AH8173  Click here for local accuracies and other accuracy information.
 AH8173
 AH8173.The horizontal coordinates were established by GPS observations
 AH8173.and adjusted by the National Geodetic Survey in June 2012.
 AH8173
 AH8173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8173.been affixed to the stable North American tectonic plate. See 
 AH8173.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH8173
 AH8173.The horizontal coordinates are valid at the epoch date displayed above
 AH8173.which is a decimal equivalence of Year/Month/Day.
 AH8173
 AH8173.The orthometric height was determined by GPS observations and a
 AH8173.high-resolution geoid model.
 AH8173
 AH8173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8173.GEOID18 height accuracy estimate available here.
 AH8173
 AH8173.Click photographs - Photos may exist for this station.
 AH8173
 AH8173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8173
 AH8173.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8173
 AH8173.The ellipsoidal height was determined by GPS observations
 AH8173.and is referenced to NAD 83.
 AH8173
 AH8173. The following values were computed from the NAD 83(2011) position.
 AH8173
 AH8173;                    North         East     Units Scale Factor Converg.
 AH8173;SPC IN E     -   412,488.487   170,739.429   MT  1.00002826   +0 30 47.6
 AH8173;SPC IN E     - 1,353,305.98    560,167.61   sFT  1.00002826   +0 30 47.6
 AH8173;UTM  16      - 4,314,650.809   686,241.180   MT  1.00002712   +1 21 07.1
 AH8173
 AH8173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8173!SPC IN E     -   0.99998049  x   1.00002826  =   1.00000875
 AH8173!UTM  16      -   0.99998049  x   1.00002712  =   1.00000761
 AH8173
 AH8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8624114650(NAD 83)
 AH8173
 AH8173                          SUPERSEDED SURVEY CONTROL
 AH8173
 AH8173  NAD 83(2007)-  38 57 39.75632(N)    084 51 01.76162(W) AD(2002.00) 0
 AH8173  ELLIP H (02/10/07)  124.390  (m)                       GP(2002.00)    
 AH8173  NAD 83(1997)-  38 57 39.75653(N)    084 51 01.76216(W) AD(       ) B
 AH8173  ELLIP H (03/12/99)  124.429  (m)                       GP(       ) 2 1
 AH8173  NAVD 88 (03/12/99)  158.5    (m)  GEOID96  model used  GPS OBS        
 AH8173
 AH8173.Superseded values are not recommended for survey control.
 AH8173
 AH8173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8173.See file dsdata.pdf to determine how the superseded data were derived.
 AH8173
 AH8173_MARKER: I = METAL ROD
 AH8173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8173_STAMPING: OHIO 1998
 AH8173_MARK LOGO: WOOLPT
 AH8173_PROJECTION: FLUSH
 AH8173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8173+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2010
 AH8173_ROD/PIPE-DEPTH: 10.1 meters
 AH8173_SLEEVE-DEPTH  : 0.9 meters
 AH8173
 AH8173  HISTORY     - Date     Condition        Report By
 AH8173  HISTORY     - 1998     MONUMENTED       WOOLPT
 AH8173  HISTORY     - 20020918 GOOD             WOOLPT
 AH8173  HISTORY     - 20100217 GOOD             INDNR
 AH8173
 AH8173                          STATION DESCRIPTION
 AH8173
 AH8173'DESCRIBED BY WOOLPERT CONSULTANTS 1998 (JCB)
 AH8173'DESCRIBED BY WOOLPERT LLP 1998 (ARL).   THE STATION IS 8 MI (12.9 KM)
 AH8173'SOUTH OF LAWRENCEBURG, 0.7 MI (1.1 KM) NORTH OF RISING SUN, AT THE
 AH8173'ENTRANCE TO THE GRAND VICTORIA CASINO IN THE HIGHWAY RIGHT OF WAY.  TO
 AH8173'REACH THE STATION FROM THE INTERSECTION OF STATE RT 56 AND STATE RT
 AH8173'262 IN RISING SUN, GO NORTH ALONG STATE RT 56 FOR 0.7 MI (1.1 KM) TO
 AH8173'THE STATION ON THE RIGHT.  THE STATION IS LOCATED APPROXIMATELY 160 FT
 AH8173'(48.8 M) NORTH OF THE NORTH ENTRANCE TO THE GRAND VICTORIA CASINO AND
 AH8173'RESORT ON THE EAST SIDE OF THE ROAD.  THE STATION IS THE TOP CENTER OF
 AH8173'A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 33 FT (10.1 M)
 AH8173'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 0.5 FT (15.2
 AH8173'CM) DIA. PVC PIPE WITH ALUMINUM LOGO CAP. THE PVC PIPE IS SURROUNDED
 AH8173'BY CONCRETE. THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AH8173'THE LOGO CAP IS STAMPED--OHIO 1998--.  THE STATION IS 28.6 FT (8.7 M)
 AH8173'EAST OF THE CENTERLINE OF STATE RT 56, 53.0 FT (16.2 M) SOUTHEAST OF A
 AH8173'TRAFFIC SIGN --INDIANA 56 EAST--, 144.5 FT (44.0 M) NORTH OF A FIRE
 AH8173'HYDRANT, AND 60.9 FT (18.6 M) NORTHWEST OF POWER POLE RL100-2.
 AH8173
 AH8173                          STATION RECOVERY (2002)
 AH8173
 AH8173'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AH8173'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AH8173
 AH8173                          STATION RECOVERY (2010)
 AH8173
 AH8173'RECOVERY NOTE BY IN DEPT OF NAT RES 2010
 AH8173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1017 ***********************************************************************
 JZ1017  DESIGNATION -  OHIO S 2
 JZ1017  PID         -  JZ1017
 JZ1017  STATE/COUNTY-  IN/OHIO
 JZ1017  COUNTRY     -  US
 JZ1017  USGS QUAD   -  AURORA (2019)
 JZ1017
 JZ1017                         *CURRENT SURVEY CONTROL
 JZ1017  ______________________________________________________________________
 JZ1017* NAD 83(1986) POSITION- 39 01 30.     (N) 084 53 01.     (W)   SCALED
 JZ1017* NAVD 88 ORTHO HEIGHT -   146.590 (meters)      480.94  (feet) ADJUSTED
 JZ1017  ______________________________________________________________________
 JZ1017  GEOID HEIGHT    -        -34.174 (meters)                     GEOID18
 JZ1017  DYNAMIC HEIGHT  -        146.498 (meters)      480.64  (feet) COMP
 JZ1017  MODELED GRAVITY -    979,996.5   (mgal)                       NAVD 88
 JZ1017
 JZ1017  VERT ORDER      -  FIRST     CLASS II
 JZ1017
 JZ1017.The horizontal coordinates were scaled from a map and have
 JZ1017.an estimated accuracy of +/- 6 seconds.
 JZ1017
 JZ1017.The orthometric height was determined by differential leveling and
 JZ1017.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1017.in June 1991.
 JZ1017
 JZ1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1017.GEOID18 height accuracy estimate available here.
 JZ1017
 JZ1017.Click photographs - Photos may exist for this station.
 JZ1017
 JZ1017.The dynamic height is computed by dividing the NAVD 88
 JZ1017.geopotential number by the normal gravity value computed on the
 JZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1017.degrees latitude (g = 980.6199 gals.).
 JZ1017
 JZ1017.The modeled gravity was interpolated from observed gravity values.
 JZ1017
 JZ1017;                    North         East    Units  Estimated Accuracy
 JZ1017;SPC IN E     -   419,560.      167,810.      MT  (+/- 180 meters Scaled)
 JZ1017
 JZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ832216(NAD 83)
 JZ1017
 JZ1017                          SUPERSEDED SURVEY CONTROL
 JZ1017
 JZ1017  NGVD 29 (??/??/92)  146.799  (m)          481.62   (f) ADJ UNCH    1 2
 JZ1017
 JZ1017.Superseded values are not recommended for survey control.
 JZ1017
 JZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1017.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1017
 JZ1017_MARKER: DD = SURVEY DISK
 JZ1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1017_SP_SET: BRIDGE
 JZ1017_STAMPING: OHIO S 2
 JZ1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1017
 JZ1017  HISTORY     - Date     Condition        Report By
 JZ1017  HISTORY     - UNK      MONUMENTED       INHD
 JZ1017  HISTORY     - 1964     GOOD             CGS
 JZ1017  HISTORY     - 1965     GOOD             CGS
 JZ1017  HISTORY     - 20060609 GOOD             GEOCAC
 JZ1017
 JZ1017                          STATION DESCRIPTION
 JZ1017
 JZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ1017'2.4 MI SE FROM AURORA.
 JZ1017'2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 JZ1017'AT AURORA, SET ON THE TOP AND AT THE SOUTHEAST END OF THE
 JZ1017'SOUTHWEST CONCRETE HEAD WALL OF A 0.1 MILE LONG CONCRETE HIGHWAY
 JZ1017'BRIDGE OVER LAUGHERY CREEK, 19.6 FEET SOUTHWEST OF THE CENTER
 JZ1017'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JZ1017'BRIDGE FLOOR.
 JZ1017
 JZ1017                          STATION RECOVERY (1965)
 JZ1017
 JZ1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JZ1017'RECOVERED IN GOOD CONDITION.
 JZ1017
 JZ1017                          STATION RECOVERY (2006)
 JZ1017
 JZ1017'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ1017'MARK IS NOW LOCATED BEHIND AND UNDER A GUARD RAIL INSTALLED SINCE MARK
 JZ1017'WAS SET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0786 ***********************************************************************
 HZ0786  DESIGNATION -  OHIO S 3
 HZ0786  PID         -  HZ0786
 HZ0786  STATE/COUNTY-  IN/OHIO
 HZ0786  COUNTRY     -  US
 HZ0786  USGS QUAD   -  ABERDEEN (2019)
 HZ0786
 HZ0786                         *CURRENT SURVEY CONTROL
 HZ0786  ______________________________________________________________________
 HZ0786* NAD 83(1986) POSITION- 38 55 07.     (N) 084 52 50.     (W)   SCALED
 HZ0786* NAVD 88 ORTHO HEIGHT -   145.932 (meters)      478.78  (feet) ADJUSTED
 HZ0786  ______________________________________________________________________
 HZ0786  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 HZ0786  DYNAMIC HEIGHT  -        145.839 (meters)      478.47  (feet) COMP
 HZ0786  MODELED GRAVITY -    979,989.4   (mgal)                       NAVD 88
 HZ0786
 HZ0786  VERT ORDER      -  FIRST     CLASS II
 HZ0786
 HZ0786.The horizontal coordinates were scaled from a map and have
 HZ0786.an estimated accuracy of +/- 6 seconds.
 HZ0786
 HZ0786.The orthometric height was determined by differential leveling and
 HZ0786.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0786.in June 1991.
 HZ0786
 HZ0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0786.GEOID18 height accuracy estimate available here.
 HZ0786
 HZ0786.Click photographs - Photos may exist for this station.
 HZ0786
 HZ0786.The dynamic height is computed by dividing the NAVD 88
 HZ0786.geopotential number by the normal gravity value computed on the
 HZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0786.degrees latitude (g = 980.6199 gals.).
 HZ0786
 HZ0786.The modeled gravity was interpolated from observed gravity values.
 HZ0786
 HZ0786;                    North         East    Units  Estimated Accuracy
 HZ0786;SPC IN E     -   407,760.      168,170.      MT  (+/- 180 meters Scaled)
 HZ0786
 HZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ837098(NAD 83)
 HZ0786
 HZ0786                          SUPERSEDED SURVEY CONTROL
 HZ0786
 HZ0786  NGVD 29 (??/??/92)  146.134  (m)          479.44   (f) ADJ UNCH    1 2
 HZ0786
 HZ0786.Superseded values are not recommended for survey control.
 HZ0786
 HZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0786.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0786
 HZ0786_MARKER: DD = SURVEY DISK
 HZ0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0786_SP_SET: BRIDGE
 HZ0786_STAMPING: OHIO S 3
 HZ0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0786
 HZ0786  HISTORY     - Date     Condition        Report By
 HZ0786  HISTORY     - UNK      MONUMENTED       INHD
 HZ0786  HISTORY     - 1965     GOOD             CGS
 HZ0786
 HZ0786                          STATION DESCRIPTION
 HZ0786
 HZ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0786'2.8 MI SW FROM RISING SUN.
 HZ0786'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0786'AT RISING SUN, THENCE 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0786'56, IN SECTION 16, T 3 N, R 1 W, 161 FEET NORTH OF THE JUNCTION
 HZ0786'OF STATE HIGHWAYS 56 AND 156, 19 FEET WEST OF THE CENTER LINE OF
 HZ0786'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HZ0786'GUARD RAIL CURB OF A LARGE CONCRETE BRIDGE OVER ARNOLD CREEK,
 HZ0786'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1500 ***********************************************************************
 MD1500  DESIGNATION -  OLIVER
 MD1500  PID         -  MD1500
 MD1500  STATE/COUNTY-  IN/LAGRANGE
 MD1500  COUNTRY     -  US
 MD1500  USGS QUAD   -  WOLCOTTVILLE (2019)
 MD1500
 MD1500                         *CURRENT SURVEY CONTROL
 MD1500  ______________________________________________________________________
 MD1500* NAD 83(1997) POSITION- 41 34 37.08956(N) 085 22 28.29253(W)   ADJUSTED
 MD1500* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 MD1500  ______________________________________________________________________
 MD1500  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 MD1500  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 MD1500  HORZ ORDER      -  SECOND
 MD1500
 MD1500.The horizontal coordinates were established by classical geodetic methods
 MD1500.and adjusted by the National Geodetic Survey in May 1999.
 MD1500
 MD1500.The orthometric height was scaled from a topographic map.
 MD1500
 MD1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1500.GEOID18 height accuracy estimate available here.
 MD1500
 MD1500.Click photographs - Photos may exist for this station.
 MD1500
 MD1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1500
 MD1500. The following values were computed from the NAD 83(1997) position.
 MD1500
 MD1500;                    North         East     Units Scale Factor Converg.
 MD1500;SPC IN E     -   702,675.197   124,362.948   MT  0.99997397   +0 11 37.9
 MD1500;SPC IN E     - 2,305,360.21    408,014.11   sFT  0.99997397   +0 11 37.9
 MD1500;UTM  16      - 4,604,085.135   635,508.034   MT  0.99982597   +1 04 43.9
 MD1500
 MD1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1500!SPC IN E     -   0.99995912  x   0.99997397  =   0.99993309
 MD1500!UTM  16      -   0.99995912  x   0.99982597  =   0.99978509
 MD1500
 MD1500:                Primary Azimuth Mark                     Grid Az
 MD1500:SPC IN E     -  OLIVER AZ MK                             132 36 58.7
 MD1500:UTM  16      -  OLIVER AZ MK                             131 43 52.7
 MD1500
 MD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3550804085(NAD 83)
 MD1500
 MD1500|---------------------------------------------------------------------|
 MD1500| PID    Reference Object                     Distance      Geod. Az  |
 MD1500|                                                           dddmmss.s |
 MD1500| CC9080 OLIVER AZ MK                                       1324836.6 |
 MD1500| CC9082 OLIVER RM 2                          29.627 METERS 26231     |
 MD1500| CC9081 OLIVER RM 1                          33.421 METERS 32516     |
 MD1500|---------------------------------------------------------------------|
 MD1500
 MD1500                          SUPERSEDED SURVEY CONTROL
 MD1500
 MD1500  NAD 83(1995)-  41 34 37.08977(N)    085 22 28.29746(W) AD(       ) 2
 MD1500  NAD 83(1994)-  41 34 37.09000(N)    085 22 28.30134(W) AD(       ) 2
 MD1500  NAD 83(1986)-  41 34 37.09019(N)    085 22 28.30346(W) AD(       ) 2
 MD1500  NAD 27      -  41 34 36.90920(N)    085 22 28.38380(W) AD(       ) 2
 MD1500
 MD1500.Superseded values are not recommended for survey control.
 MD1500
 MD1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1500.See file dsdata.pdf to determine how the superseded data were derived.
 MD1500
 MD1500_MARKER: DS = TRIANGULATION STATION DISK
 MD1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1500_STAMPING: OLIVER 1946
 MD1500_MARK LOGO: CGS
 MD1500_PROJECTION: FLUSH
 MD1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1500+STABILITY: SURFACE MOTION
 MD1500
 MD1500  HISTORY     - Date     Condition        Report By
 MD1500  HISTORY     - 1946     MONUMENTED       CGS
 MD1500  HISTORY     - 1960     GOOD             CGS
 MD1500
 MD1500                          STATION DESCRIPTION
 MD1500
 MD1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1500'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 9 ABOUT 3
 MD1500'MILES NORTH FROM WOLCOTTVILLE AND 2 MILES WEST FROM WOODRUFF.  IT IS
 MD1500'113 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 9 AND A GRAVEL
 MD1500'CROSSROADS, 53 FEET SOUTHWEST OF STATE HIGHWAY 9 AND 37 FEET NORTH OF
 MD1500'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH
 MD1500'THE GROUND AND THE DISK IS STAMPED OLIVER 1946.
 MD1500'
 MD1500'REFERENCE MARK NO. 1 IS 109.65 FEET NORTHWEST OF THE STATION, 36 FEET
 MD1500'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9 AND 1 FOOT SOUTHWEST OF
 MD1500'A NORTHWEST-SOUTHEAST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1500'AND THE DISK IS STAMPED OLIVER NO 1 1946.
 MD1500'
 MD1500'REFERENCE MARK NO. 2 IS 97.20 FEET WEST OF THE STATION, 25 FEET NORTH
 MD1500'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT NORTH OF AN
 MD1500'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1500'IS STAMPED OLIVER NO 2 1946.
 MD1500'
 MD1500'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 180 FEET
 MD1500'SOUTHEAST OF A CONCRETE CULVERT HEAD, 32 FEET NORTHEAST OF THE
 MD1500'CENTERLINE OF STATE HIGHWAY 9, 2 FEET NORTHWEST OF A CONCRETE RIGHT OF
 MD1500'WAY POST AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 MD1500'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED OLIVER 1946.
 MD1500'
 MD1500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MD1500'HIGHWAY 9 IN LAGRANGE, GO SOUTH ON STATE HIGHWAY 9 FOR 5.1 MILES TO A
 MD1500'CROSSROADS AND THE STATION IN THE NORTHWEST ANGLE.  CONTINUE SOUTHEAST
 MD1500'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1500'
 MD1500'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1500
 MD1500                          STATION RECOVERY (1960)
 MD1500
 MD1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1500'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MD1500'PROBABLY PERTINENT ADDITIONAL NOTES FOLLOW.
 MD1500'
 MD1500'THE GRAVEL CROSS ROAD IS NOW ASPHALT.  STATION MARK IS 54 FEET SW OF
 MD1500'CENTER LINE OF 24-FOOT ASPHALT PAVEMENT OF NO. 9 IND. HWY., AND 1.7
 MD1500'FEET LOWER THAN SAME.  STATION IS ABOUT A MILE E OF THE NE CORNER OF
 MD1500'OLIVER LAKE.
 MD1500'
 MD1500'REFERENCE MARK NO. 1 IS 43 FEET SE OF TELEPHONE POLE AND 1.6 FEET S OF
 MD1500'STEEL WITNESS POST.
 MD1500'
 MD1500'REFERENCE MARK NO. 2 WAS ACTUALLY MEASURED AS 97.18 FEET OR 0.02 FOOT
 MD1500'LESS THAN THE ORIGINAL MEASUREMENT.  IT IS 204 FEET W OF THE
 MD1500'INTERSECTION OF CENTER LINES OF THE TWO ROADS AND 1.0 FEET HIGHER THAN
 MD1500'THE CENTER OF THE E-W ROAD.
 MD1500'
 MD1500'THE AZIMUTH MARK IS 15 YARDS N OF THE CREST OF A RIDGE, 3.1 FEET
 MD1500'HIGHER THAN THE HWY.  CENTER, AND 1.6 FEET N OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2388 ***********************************************************************
 LB2388  DESIGNATION -  ONWARD
 LB2388  PID         -  LB2388
 LB2388  STATE/COUNTY-  IN/CASS
 LB2388  COUNTRY     -  US
 LB2388  USGS QUAD   -  ONWARD (2019)
 LB2388
 LB2388                         *CURRENT SURVEY CONTROL
 LB2388  ______________________________________________________________________
 LB2388* NAD 83(1997) POSITION- 40 41 44.90437(N) 086 11 39.49052(W)   ADJUSTED
 LB2388* NAVD 88 ORTHO HEIGHT -   234.10  (+/-2cm)      768.0   (feet) VERTCON3
 LB2388  ______________________________________________________________________
 LB2388  GEOID HEIGHT    -        -34.275 (meters)                     GEOID18
 LB2388  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 LB2388  HORZ ORDER      -  THIRD
 LB2388  VERT ORDER      -  THIRD ? (See Below)
 LB2388
 LB2388.The horizontal coordinates were established by classical geodetic methods
 LB2388.and adjusted by the National Geodetic Survey in May 1999.
 LB2388
 LB2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2388
 LB2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2388.GEOID18 height accuracy estimate available here.
 LB2388
 LB2388.The vertical order pertains to the NGVD 29 superseded value.
 LB2388
 LB2388.Click photographs - Photos may exist for this station.
 LB2388
 LB2388.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2388
 LB2388. The following values were computed from the NAD 83(1997) position.
 LB2388
 LB2388;                    North         East     Units Scale Factor Converg.
 LB2388;SPC IN E     -   604,912.259    55,405.149   MT  0.99999114   -0 20 38.6
 LB2388;SPC IN E     - 1,984,616.30    181,775.06   sFT  0.99999114   -0 20 38.6
 LB2388;UTM  16      - 4,505,301.707   568,071.269   MT  0.99965703   +0 31 31.3
 LB2388
 LB2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2388!SPC IN E     -   0.99996866  x   0.99999114  =   0.99995980
 LB2388!UTM  16      -   0.99996866  x   0.99965703  =   0.99962570
 LB2388
 LB2388:                Primary Azimuth Mark                     Grid Az
 LB2388:SPC IN E     -  ONWARD AZ MK                             124 16 41.4
 LB2388:UTM  16      -  ONWARD AZ MK                             123 24 31.5
 LB2388
 LB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6807105301(NAD 83)
 LB2388
 LB2388|---------------------------------------------------------------------|
 LB2388| PID    Reference Object                     Distance      Geod. Az  |
 LB2388|                                                           dddmmss.s |
 LB2388| CC9084 ONWARD AZ MK                                       1235602.8 |
 LB2388| CC9085 ONWARD RM 1                          43.839 METERS 18804     |
 LB2388| LB2392 WALTON MUNICIPAL TANK               APPROX. 5.6 KM 2245440.3 |
 LB2388| CC9086 ONWARD RM 2                          24.631 METERS 27203     |
 LB2388|---------------------------------------------------------------------|
 LB2388
 LB2388                          SUPERSEDED SURVEY CONTROL
 LB2388
 LB2388  NAD 83(1986)-  40 41 44.90863(N)    086 11 39.50190(W) AD(       ) 3
 LB2388  NAD 27      -  40 41 44.75950(N)    086 11 39.52030(W) AD(       ) 3
 LB2388  NGVD 29             234.22   (m)          768.4    (f) LEVELING    3  
 LB2388
 LB2388.Superseded values are not recommended for survey control.
 LB2388
 LB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2388.See file dsdata.pdf to determine how the superseded data were derived.
 LB2388
 LB2388_MARKER: DS = TRIANGULATION STATION DISK
 LB2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2388_STAMPING: ONWARD 1948
 LB2388_MARK LOGO: CGS
 LB2388_PROJECTION: FLUSH
 LB2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2388+STABILITY: SURFACE MOTION
 LB2388
 LB2388  HISTORY     - Date     Condition        Report By
 LB2388  HISTORY     - 1948     MONUMENTED       CGS
 LB2388  HISTORY     - 1989     GOOD             USPSQD
 LB2388
 LB2388                          STATION DESCRIPTION
 LB2388
 LB2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2388'STATION IS LOCATED IN THE VILLAGE OF ONWARD IN THE NORTHWEST CORNER
 LB2388'OF THE ONWARD HIGH SCHOOL GROUNDS.  IT IS 145 FEET NORTH OF THE NORTH
 LB2388'ENTRANCE TO THE SCHOOL BUILDING, 127 FEET EAST OF CENTER OF A
 LB2388'PAVED ROAD AND 28 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH WITH
 LB2388'THE GROUND AND THE DISK IS STAMPED ONWARD 1948.
 LB2388'
 LB2388'REFERENCE MARK NO. 1 IS 143.83 FEET SOUTH OF STATION.  IT IS 1 FOOT
 LB2388'NORTH OF THE NORTH SIDE OF SCHOOL BUILDING.  THE DISK IS SET FLUSH
 LB2388'IN THE EAST BANNISTER OF THE NORTH ENTRANCE TO THE SCHOOL BUILDING
 LB2388'AND IS STAMPED ONWARD NO 1 1948.
 LB2388'
 LB2388'REFERENCE MARK NO. 2 IS 80.81 FEET WEST OF THE STATION.  IT IS 36
 LB2388'FEET EAST OF CENTER OF A PAVED ROAD AND 28 FEET SOUTH OF A FENCE.
 LB2388'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ONWARD NO 2
 LB2388'1948.
 LB2388'
 LB2388'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION.  IT IS
 LB2388'18 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 3 FEET WEST OF A WHITE
 LB2388'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4
 LB2388'INCHES AND THE DISK IS STAMPED ONWARD 1948.
 LB2388'
 LB2388'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 31 IN
 LB2388'THE WEST SECTION OF PERU, GO SOUTH ON HIGHWAY 31 FOR 4.4 MILES TO
 LB2388'THE JUNCTION OF A GRAVEL T ROAD RIGHT, TURN RIGHT AND GO WEST ON
 LB2388'GRAVEL ROAD FOR 2 MILES TO THE BEGINNING OF A PAVED ROAD, CONTINUE
 LB2388'WEST ON PAVED ROAD FOR 1.5 MILES TO A T ROAD JUNCTION, TURN RIGHT
 LB2388'AND GO ABOUT 0.1 MILE TO THE ONWARD HIGH SCHOOL ON RIGHT AND STATION
 LB2388'AS DESCRIBED.
 LB2388'
 LB2388'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON A PAVED ROAD FOR 0.1
 LB2388'MILE TO A T ROAD LEFT, TURN LEFT AND GO EAST FOR ABOUT 0.35 MILE TO
 LB2388'AZIMUTH MARK ON RIGHT OR SOUTH OF ROAD AS DESCRIBED.
 LB2388'
 LB2388'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LB2388
 LB2388                          STATION RECOVERY (1989)
 LB2388
 LB2388'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0373 ***********************************************************************
 JA0373  DESIGNATION -  ORA 10
 JA0373  PID         -  JA0373
 JA0373  STATE/COUNTY-  IN/ORANGE
 JA0373  COUNTRY     -  US
 JA0373  USGS QUAD   -  VALEENE (2019)
 JA0373
 JA0373                         *CURRENT SURVEY CONTROL
 JA0373  ______________________________________________________________________
 JA0373* NAD 83(1986) POSITION- 38 26 26.     (N) 086 27 20.     (W)   SCALED
 JA0373* NAVD 88 ORTHO HEIGHT -   174.979 (meters)      574.08  (feet) ADJUSTED
 JA0373  ______________________________________________________________________
 JA0373  GEOID HEIGHT    -        -33.348 (meters)                     GEOID18
 JA0373  DYNAMIC HEIGHT  -        174.857 (meters)      573.68  (feet) COMP
 JA0373  MODELED GRAVITY -    979,925.3   (mgal)                       NAVD 88
 JA0373
 JA0373  VERT ORDER      -  FIRST     CLASS II
 JA0373
 JA0373.The horizontal coordinates were scaled from a map and have
 JA0373.an estimated accuracy of +/- 6 seconds.
 JA0373
 JA0373.The orthometric height was determined by differential leveling and
 JA0373.adjusted by the NATIONAL GEODETIC SURVEY
 JA0373.in June 1991.
 JA0373
 JA0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0373.GEOID18 height accuracy estimate available here.
 JA0373
 JA0373.Click photographs - Photos may exist for this station.
 JA0373
 JA0373.The dynamic height is computed by dividing the NAVD 88
 JA0373.geopotential number by the normal gravity value computed on the
 JA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0373.degrees latitude (g = 980.6199 gals.).
 JA0373
 JA0373.The modeled gravity was interpolated from observed gravity values.
 JA0373
 JA0373;                    North         East    Units  Estimated Accuracy
 JA0373;SPC IN W     -   354,580.      954,810.      MT  (+/- 180 meters Scaled)
 JA0373
 JA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH475548(NAD 83)
 JA0373
 JA0373                          SUPERSEDED SURVEY CONTROL
 JA0373
 JA0373  NGVD 29 (??/??/92)  175.086  (m)          574.43   (f) ADJ UNCH    1 2
 JA0373
 JA0373.Superseded values are not recommended for survey control.
 JA0373
 JA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0373.See file dsdata.pdf to determine how the superseded data were derived.
 JA0373
 JA0373_MARKER: DB = BENCH MARK DISK
 JA0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0373_SP_SET: BRIDGE
 JA0373_STAMPING: ORA 10 1959
 JA0373_MARK LOGO: INFCC
 JA0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0373
 JA0373  HISTORY     - Date     Condition        Report By
 JA0373  HISTORY     - 1959     MONUMENTED       INFCC
 JA0373  HISTORY     - 1965     GOOD             CGS
 JA0373
 JA0373                          STATION DESCRIPTION
 JA0373
 JA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0373'8.3 MI N FROM ENGLISH.
 JA0373'8.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0373'ENGLISH, OR ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM
 JA0373'THE COURTHOUSE AT PAOLI, IN SECTION 7, T 1 S, R 1 E, 12 FEET
 JA0373'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP IN THE
 JA0373'NORTHEAST END OF THE CONCRETE WINGWALL OF THE BRIDGE OVER PATOKA
 JA0373'RIVER, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2307 ***********************************************************************
 ME2307  DESIGNATION -  ORANGE
 ME2307  PID         -  ME2307
 ME2307  STATE/COUNTY-  IN/FULTON
 ME2307  COUNTRY     -  US
 ME2307  USGS QUAD   -  KEWANNA (2019)
 ME2307
 ME2307                         *CURRENT SURVEY CONTROL
 ME2307  ______________________________________________________________________
 ME2307* NAD 83(1997) POSITION- 41 02 54.12326(N) 086 24 52.75455(W)   ADJUSTED
 ME2307* NAVD 88 ORTHO HEIGHT -   237.66  (+/-2cm)      779.7   (feet) VERTCON3
 ME2307  ______________________________________________________________________
 ME2307  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 ME2307  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 ME2307  HORZ ORDER      -  FIRST
 ME2307  VERT ORDER      -  THIRD ? (See Below)
 ME2307
 ME2307.The horizontal coordinates were established by classical geodetic methods
 ME2307.and adjusted by the National Geodetic Survey in May 1999.
 ME2307
 ME2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2307
 ME2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2307.GEOID18 height accuracy estimate available here.
 ME2307
 ME2307.The vertical order pertains to the NGVD 29 superseded value.
 ME2307
 ME2307.Click photographs - Photos may exist for this station.
 ME2307
 ME2307.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2307
 ME2307. The following values were computed from the NAD 83(1997) position.
 ME2307
 ME2307;                    North         East     Units Scale Factor Converg.
 ME2307;SPC IN E     -   644,199.011    37,115.818   MT  1.00001532   -0 29 28.4
 ME2307;SPC IN E     - 2,113,509.59    121,770.81   sFT  1.00001532   -0 29 28.4
 ME2307;SPC IN W     -   644,144.877   956,216.613   MT  1.00000555   +0 26 20.9
 ME2307;SPC IN W     - 2,113,331.98  3,137,187.34   sFT  1.00000555   +0 26 20.9
 ME2307;UTM  16      - 4,544,291.362   549,192.606   MT  0.99962978   +0 23 03.8
 ME2307
 ME2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2307!SPC IN E     -   0.99996799  x   1.00001532  =   0.99998331
 ME2307!SPC IN W     -   0.99996799  x   1.00000555  =   0.99997354
 ME2307!UTM  16      -   0.99996799  x   0.99962978  =   0.99959779
 ME2307
 ME2307:                Primary Azimuth Mark                     Grid Az
 ME2307:SPC IN E     -  OHIO                                     179 36 47.5
 ME2307:SPC IN W     -  OHIO                                     178 40 58.2
 ME2307:UTM  16      -  OHIO                                     178 44 15.3
 ME2307
 ME2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4919244291(NAD 83)
 ME2307
 ME2307|---------------------------------------------------------------------|
 ME2307| PID    Reference Object                     Distance      Geod. Az  |
 ME2307|                                                           dddmmss.s |
 ME2307| CM3275 ORANGE RM 1                          15.274 METERS 00251     |
 ME2307| ME2303 OHIO                                APPROX. 0.8 KM 1790719.1 |
 ME2307| CM3276 ORANGE RM 2                          30.282 METERS 18041     |
 ME2307|---------------------------------------------------------------------|
 ME2307
 ME2307                          SUPERSEDED SURVEY CONTROL
 ME2307
 ME2307  NAD 83(1986)-  41 02 54.12884(N)    086 24 52.76405(W) AD(       ) 1
 ME2307  NAD 27      -  41 02 53.98170(N)    086 24 52.74710(W) AD(       ) 1
 ME2307  USSD        -  41 02 54.00200(N)    086 24 52.59300(W) AD(       ) 3
 ME2307  NGVD 29             237.78   (m)          780.1    (f) LEVELING    3  
 ME2307
 ME2307.Superseded values are not recommended for survey control.
 ME2307
 ME2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2307.See file dsdata.pdf to determine how the superseded data were derived.
 ME2307
 ME2307_MARKER: DS = TRIANGULATION STATION DISK
 ME2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2307_STAMPING: ORANGE 1920
 ME2307_MARK LOGO: CGS
 ME2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2307+STABILITY: SURFACE MOTION
 ME2307
 ME2307  HISTORY     - Date     Condition        Report By
 ME2307  HISTORY     - 1920     MONUMENTED       CGS
 ME2307  HISTORY     - 1934     GOOD             INGS
 ME2307  HISTORY     - 1935     GOOD             CGS
 ME2307  HISTORY     - 1947     GOOD             CGS
 ME2307  HISTORY     - 1952     GOOD             CGS
 ME2307
 ME2307                          STATION DESCRIPTION
 ME2307
 ME2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2307'TWO MILES N OF KEWANNA, ON THE W SIDE OF THE TRACK, 125 YARDS S OF
 ME2307'MILEPOST T.H.  137, 90 YARDS N OF A WAGON ROAD CROSSING, 10.575 METERS
 ME2307'(34.69 FEET) W OF THE W AND NEAREST RAIL.  THE STATION, UNDERGROUND
 ME2307'AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2307'
 ME2307'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 15.26 METERS
 ME2307'(WHICH EQUALS 50.07 FEET, BUT THE NOTES SHOW A MEASUREMENT OF 46.47
 ME2307'FEET, IT IS NOT KNOWN SHICH IS CORRECT), FROM THE STATION N 02 DEG 45
 ME2307'MIN E.
 ME2307
 ME2307                          STATION RECOVERY (1934)
 ME2307
 ME2307'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2307'STATION RECOVERED AS DESCRIBED.
 ME2307
 ME2307                          STATION RECOVERY (1935)
 ME2307
 ME2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 ME2307'THE STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED BY J.S.B.,
 ME2307'1920, EXCEPT THE STATION IS 80 PACES N FROM CENTER LINE OF THE E-W
 ME2307'ROAD CROSSING THE RAILROAD.  THE STATION IS ON THE RIGHT-OF-WAY OF A
 ME2307'BRANCH OF THE PENNSYLVANIA RAILROAD, ON A CUT ABOUT 6 FEET ABOVE THE
 ME2307'TRACK.
 ME2307'
 ME2307'THE STATION MARK IS A STANDARD TABLET SET IN A BLOCK OF CONCRETE 12
 ME2307'INCHES SQUARE.  THE REFERENCE MARK IS A STANDARD TABLET SET IN A BLOCK
 ME2307'OF CONCRETE 10 INCHES SQUARE.  IT IS 15.28 METERS (50.14 FEET) FROM
 ME2307'THE STATION ON  SLOPE.
 ME2307'
 ME2307'TO REACH FROM E OR W, FOLLOW STATE HIGHWAY 14 TO THE JUNCTION OF
 ME2307'ROUTES 14 AND 17, ABOUT 0.5 MILE W OF THE RAILROAD TRACK.  THEN S ON
 ME2307'ROUTE 17 FOR 0.5 MILE, THEN E ON GRAVEL ROAD 0.5 MILE TO THE RAILROAD
 ME2307'AND STATION.
 ME2307
 ME2307                          STATION RECOVERY (1947)
 ME2307
 ME2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2307'STATION IS LOCATED ABOUT 12 MILES WEST OF ROCHESTER ABOUT 0.3 MILE
 ME2307'WEST OF STATE HIGHWAY 17.  IT IS 229 FEET NORTHWEST OF THE
 ME2307'INTERSECTION OF A GRAVEL ROAD AND A RAILROAD TRACK, 36 FEET WEST OF
 ME2307'THE WEST RAIL OF THE RAILROAD TRACK, 12 FEET EAST OF A NORTH-SOUTH
 ME2307'FENCE LINE, AND 5 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 ME2307'FLUSH AND THE DISK IS STAMPED ORANGE 1920 1947.  THIS STATION IS
 ME2307'IDENTICAL WITH FIRST ORDER TRAVERSE STATION ORANGE 1920.
 ME2307'
 ME2307'ORANGE 1920 R.M. IS 50.11 FEET NORTH OF THE STATION.  IT IS 32 FEET
 ME2307'WEST OF THE WEST RAIL OF THE TRACK AND 15 FEET EAST OF THE FENCE LINE.
 ME2307'THE MARK IS FLUSH AND THE DISK IS STAMPED ORANGE 1920.
 ME2307'
 ME2307'REFERENCE MARK NO. 2 IS 99.35 FEET SOUTH OF THE STATION.  IT IS 126
 ME2307'FEET NORTH OF THE INTERSECTION OF THE GRAVEL ROAD AND THE RAILROAD
 ME2307'TRACK, 37 FEET WEST OF THE WEST RAIL OF THE TRACK AND 9 FEET EAST OF
 ME2307'THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ORANGE NO 2
 ME2307'1947.
 ME2307'
 ME2307'FIRST ORDER TRAVERSE STATION OHIO 1920 IS 0.5 MILE SOUTH OF THE
 ME2307'STATION AND WAS USED AS AN AZIMUTH MARK.  IT IS 200 FEET NORTH OF THE
 ME2307'INTERSECTION OF THE RAILROAD AND A GRAVEL ROAD, 27 FEET WEST OF THE
 ME2307'WEST RAIL OF THE TRACK, 16 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND
 ME2307'2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 ME2307'THE DISK IS STAMPED OHIO 1920.
 ME2307'
 ME2307'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO SOUTH ON
 ME2307'U.S. HIGHWAY 31 FOR 0.65 MILE TO THE JUNCTION WITH STATE HIGHWAY 14 AT
 ME2307'THE SOUTH END OF TOWN.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 14 FOR
 ME2307'10.25 MILES TO A RAILROAD CROSSING, CONTINUE FOR 0.65 MILE TO THE
 ME2307'JUNCTION WITH STATE HIGHWAY 17.  TURN LEFT AND GO SOUTH ON STATE
 ME2307'HIGHWAY 17 FOR 0.7 MILE TO A GRAVEL ROAD EAST.  GO EAST ON THE GRAVEL
 ME2307'ROAD TO A RAILROAD TRACK AND THE STATION ON THE LEFT AS DESCRIBED.
 ME2307'
 ME2307'TO REACH FIRST ORDER TRAVERSE STATION OHIO 1920 FROM THE STATION, GO
 ME2307'BACK TO THE INTERSECTION OF THE GRAVEL ROAD AND STATE HIGHWAY 17, TURN
 ME2307'LEFT AND GO SOUTH FOR 0.55 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND
 ME2307'GO EAST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE INTERSECTION WITH THE
 ME2307'RAILROAD TRACK AND THE STATION ON THE LEFT AS DESCRIBED.
 ME2307'
 ME2307'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2307
 ME2307                          STATION RECOVERY (1952)
 ME2307
 ME2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2307'STATION WAS RECOVERED AS DESCRIBED BY R.C.B. IN 1947 AND ALL MARKS
 ME2307'WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 ME2307'REFERENCE MARK NO. 2 AND OHIO 1920 CHECKED.  THE DISTANCE TO REFERENCE
 ME2307'MARK 1920 CHECKED BUT THE DIRECTION DID NOT CHECK.  THE OLD
 ME2307'DESCRIPTION IS ADEQUATE.
 ME2307'
 ME2307'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND OHIO 1920-
 ME2307'
 ME2307'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2569 ***********************************************************************
 ME2569  DESIGNATION -  ORCHARD
 ME2569  PID         -  ME2569
 ME2569  STATE/COUNTY-  IN/LAKE
 ME2569  COUNTRY     -  US
 ME2569  USGS QUAD   -  LEROY (2019)
 ME2569
 ME2569                         *CURRENT SURVEY CONTROL
 ME2569  ______________________________________________________________________
 ME2569* NAD 83(1997) POSITION- 41 20 06.87439(N) 087 20 07.44230(W)   ADJUSTED
 ME2569* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ME2569  ______________________________________________________________________
 ME2569  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 ME2569  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 ME2569  HORZ ORDER      -  THIRD
 ME2569
 ME2569.The horizontal coordinates were established by classical geodetic methods
 ME2569.and adjusted by the National Geodetic Survey in May 1999.
 ME2569
 ME2569.The orthometric height was scaled from a topographic map.
 ME2569
 ME2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2569.GEOID18 height accuracy estimate available here.
 ME2569
 ME2569.Click photographs - Photos may exist for this station.
 ME2569
 ME2569.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2569
 ME2569. The following values were computed from the NAD 83(1997) position.
 ME2569
 ME2569;                    North         East     Units Scale Factor Converg.
 ME2569;SPC IN W     -   675,818.728   878,900.785   MT  0.99997214   -0 09 59.3
 ME2569;SPC IN W     - 2,217,248.61  2,883,526.99   sFT  0.99997214   -0 09 59.3
 ME2569;UTM  16      - 4,576,027.541   471,935.680   MT  0.99960969   -0 13 17.5
 ME2569
 ME2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2569!SPC IN W     -   0.99996937  x   0.99997214  =   0.99994151
 ME2569!UTM  16      -   0.99996937  x   0.99960969  =   0.99957907
 ME2569
 ME2569:                Primary Azimuth Mark                     Grid Az
 ME2569:SPC IN W     -  ORCHARD AZ MK                            001 24 47.3
 ME2569:UTM  16      -  ORCHARD AZ MK                            001 28 05.5
 ME2569
 ME2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7193576027(NAD 83)
 ME2569
 ME2569|---------------------------------------------------------------------|
 ME2569| PID    Reference Object                     Distance      Geod. Az  |
 ME2569|                                                           dddmmss.s |
 ME2569| CM3277 ORCHARD AZ MK                                      0011448.0 |
 ME2569| CM3278 ORCHARD RM 1                         27.165 METERS 17802     |
 ME2569| CM3279 ORCHARD RM 2                          9.934 METERS 27314     |
 ME2569|---------------------------------------------------------------------|
 ME2569
 ME2569                          SUPERSEDED SURVEY CONTROL
 ME2569
 ME2569  NAD 83(1986)-  41 20 06.88091(N)    087 20 07.44925(W) AD(       ) 3
 ME2569  NAD 27      -  41 20 06.74150(N)    087 20 07.32910(W) AD(       ) 3
 ME2569
 ME2569.Superseded values are not recommended for survey control.
 ME2569
 ME2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2569.See file dsdata.pdf to determine how the superseded data were derived.
 ME2569
 ME2569_MARKER: DS = TRIANGULATION STATION DISK
 ME2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2569_STAMPING: ORCHARD 1952
 ME2569_MARK LOGO: CGS
 ME2569_PROJECTION: FLUSH
 ME2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2569+STABILITY: SURFACE MOTION
 ME2569
 ME2569  HISTORY     - Date     Condition        Report By
 ME2569  HISTORY     - 1952     MONUMENTED       CGS
 ME2569  HISTORY     - 1968     GOOD             CGS
 ME2569
 ME2569                          STATION DESCRIPTION
 ME2569
 ME2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2569'STATION IS LOCATED 6 MILES SOUTH OF CROWN POINT AND 3 MILES NORTH OF
 ME2569'ORCHARD GROVE ON PROPERTY OWNED BY AMANDA WOODKE.  IT IS 150 FEET
 ME2569'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 73 FEET NORTH OF THE
 ME2569'CENTER OF A DRIVEWAY, 25 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 ME2569'6 FEET SOUTH OF A FENCE CORNER AND A WHITE WITNESS POST.  THE MARK IS
 ME2569'FLUSH AND THE DISK IS STAMPED ORCHARD 1952.
 ME2569'
 ME2569'REFERENCE MARK NO. 1 IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2569'THE HOUSE, 26 FEET WEST OF THE CENTER OF THE ROAD AND 16 FEET SOUTH OF
 ME2569'THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2569'ORCHARD NO 1 1952
 ME2569'
 ME2569'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 ME2569'FLUSH AND THE DISK IS STAMPED ORCHARD NO 2 1952.
 ME2569'
 ME2569'AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 3 FEET
 ME2569'SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE.  THE
 ME2569'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ORCHARD 1952.
 ME2569'
 ME2569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND 8, IN
 ME2569'THE EAST EDGE OF CROWN POINT, GO SOUTH ON HIGHWAY 55 FOR 5.0 MILES TO
 ME2569'A CROSSROAD, TURN LEFT AND GO EAST FOR 1.1 MILES TO A T-ROAD RIGHT,
 ME2569'TURN RIGHT AND GO SOUTH FOR 1.5 MILE TO THE AZIMUTH MARK ON THE LEFT
 ME2569'AS DESCRIBED.  CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 ME2569'DESCRIBED.
 ME2569'
 ME2569'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 ME2569
 ME2569                          STATION RECOVERY (1968)
 ME2569
 ME2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2569'THE MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2569'THE BELOW CHANGES.
 ME2569'
 ME2569'THE STATION MARK IS 1 FT (0.3 M) SOUTH OF A 6 INCH WILD CHERRY TREE, 1
 ME2569'FT (0.3 M) NORTH OF A METAL WITNESS POST AND THE HOUSE MENTIONED HAS
 ME2569'BEEN TORN DOWN.
 ME2569'
 ME2569'THE AZIMUTH MARK IS 1 FT (0.3 M) EAST OF A METAL WITNESS POST AND 0.15
 ME2569'MI (0.24 KM) SOUTH OF THE T-ROAD INTERSECTION INSTEAD OF 1.5 MILES.
 ME2569'
 ME2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MI (4.8 KM) NORTH
 ME2569'OF ORCHARD GROVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2421 ***********************************************************************
 ME2421  DESIGNATION -  ORDNANCE
 ME2421  PID         -  ME2421
 ME2421  STATE/COUNTY-  IN/LA PORTE
 ME2421  COUNTRY     -  US
 ME2421  USGS QUAD   -  LAPORTE EAST (2019)
 ME2421
 ME2421                         *CURRENT SURVEY CONTROL
 ME2421  ______________________________________________________________________
 ME2421* NAD 83(1997) POSITION- 41 31 07.01869(N) 086 39 24.77509(W)   ADJUSTED
 ME2421* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 ME2421  ______________________________________________________________________
 ME2421  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME2421  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 ME2421  HORZ ORDER      -  SECOND
 ME2421
 ME2421.The horizontal coordinates were established by classical geodetic methods
 ME2421.and adjusted by the National Geodetic Survey in May 1999.
 ME2421
 ME2421.The orthometric height was scaled from a topographic map.
 ME2421
 ME2421.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2421.GEOID18 height accuracy estimate available here.
 ME2421
 ME2421.Click photographs - Photos may exist for this station.
 ME2421
 ME2421.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2421
 ME2421. The following values were computed from the NAD 83(1997) position.
 ME2421
 ME2421;                    North         East     Units Scale Factor Converg.
 ME2421;SPC IN W     -   696,241.055   935,595.710   MT  0.99998225   +0 16 57.7
 ME2421;SPC IN W     - 2,284,250.86  3,069,533.59   sFT  0.99998225   +0 16 57.7
 ME2421;UTM  16      - 4,596,387.816   528,629.400   MT  0.99961009   +0 13 38.8
 ME2421
 ME2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2421!SPC IN W     -   0.99997004  x   0.99998225  =   0.99995229
 ME2421!UTM  16      -   0.99997004  x   0.99961009  =   0.99958014
 ME2421
 ME2421:                Primary Azimuth Mark                     Grid Az
 ME2421:SPC IN W     -  ORDNANCE AZ MK                           266 51 58.1
 ME2421:UTM  16      -  ORDNANCE AZ MK                           266 55 17.0
 ME2421
 ME2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2862996387(NAD 83)
 ME2421
 ME2421|---------------------------------------------------------------------|
 ME2421| PID    Reference Object                     Distance      Geod. Az  |
 ME2421|                                                           dddmmss.s |
 ME2421| ME2430 KINGSBURY ORDNANCE PLANT TK 2       APPROX. 0.9 KM 1005704.1 |
 ME2421| CM3281 ORDNANCE RM 1                        29.517 METERS 11157     |
 ME2421| ME2351 KINGSBURY ORD PLANT TANK 5          APPROX. 6.7 KM 1122917.1 |
 ME2421| ME2361 KINGSBURY ORD PLANT TANK 4          APPROX. 2.6 KM 1414126.9 |
 ME2421| ME2422 KINGSBURY ORDNANCE PLANT TK 3       APPROX. 1.6 KM 1665407.3 |
 ME2421| CM3282 ORDNANCE RM 2                        41.976 METERS 20616     |
 ME2421| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 2.1 KM 2153144.3 |
 ME2421| CM3280 ORDNANCE AZ MK                                     2670855.8 |
 ME2421|---------------------------------------------------------------------|
 ME2421
 ME2421                          SUPERSEDED SURVEY CONTROL
 ME2421
 ME2421  NAD 83(1994)-  41 31 07.02170(N)    086 39 24.78039(W) AD(       ) 2
 ME2421  NAD 83(1986)-  41 31 07.02049(N)    086 39 24.78120(W) AD(       ) 2
 ME2421  NAD 27      -  41 31 06.86140(N)    086 39 24.72080(W) AD(       ) 2
 ME2421
 ME2421.Superseded values are not recommended for survey control.
 ME2421
 ME2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2421.See file dsdata.pdf to determine how the superseded data were derived.
 ME2421
 ME2421_MARKER: DS = TRIANGULATION STATION DISK
 ME2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2421_STAMPING: ORDNANCE 1948
 ME2421_MARK LOGO: CGS
 ME2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2421+STABILITY: SURFACE MOTION
 ME2421
 ME2421  HISTORY     - Date     Condition        Report By
 ME2421  HISTORY     - 1948     MONUMENTED       CGS
 ME2421
 ME2421                          STATION DESCRIPTION
 ME2421
 ME2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2421'STATION IS LOCATED AT THE KINGSBURY ORDNANCE PLANT WHICH IS ABOUT 2
 ME2421'MILES EAST OF THE TOWN OF KINGSBURY.  IT IS 100 FEET NORTHWEST OF A
 ME2421'WHITE WITNESS POST, 80 FEET NORTHEAST OF T INTERSECTION OF TWO PAVED
 ME2421'ROADS AND 51 FEET SOUTH OF SOUTH RAIL OF A RAILROAD.  THE MARK
 ME2421'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ORDNANCE 1948.
 ME2421'
 ME2421'REFERENCE MARK NO. 1 IS 96.84 FEET SOUTHEAST OF STATION.  IT IS 39
 ME2421'FEET NORTH OF CENTER OF PAVED ROAD, 33 FEET NORTHWEST OF A POWER POLE
 ME2421'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 ME2421'INCHES AND THE DISK IS STAMPED ORDNANCE NO 1 1948.
 ME2421'
 ME2421'REFERENCE MARK NO. 2 IS 137.72 FEET SOUTHWEST OF STATION.  IT IS 60
 ME2421'FEET SOUTHWEST OF INTERSECTION OF PAVED ROADS AND 43 FEET SOUTH OF
 ME2421'CENTER OF A PAVED ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 ME2421'IS STAMPED ORDNANCE NO 2 1948.
 ME2421'
 ME2421'AZIMUTH MARK IS 0.35 MILE WEST OF STATION.  IT IS 38 FEET NORTH OF
 ME2421'CENTER OF PAVED ROAD, 17 FEET NORTHEAST OF A POWER POLE AND 2 FEET
 ME2421'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2421'THE DISK IS STAMPED ORDNANCE 1948.
 ME2421'
 ME2421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 35 ABOUT
 ME2421'1-1/2 MILES SOUTHEAST OF KINGSBURY, GO NORTH ON HIGHWAY 35 FOR 0.05
 ME2421'MILE TO PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON PAVED ROAD FOR
 ME2421'0.25 MILE TO ENTRANCE TO ORDNANCE PLATN, CONTINUE EAST FOR 0.3 MILE TO
 ME2421'GATE NO. 1, CONTINUE EAST FOR 1.2 MILES TO AZIMUTH MARK ON LEFT AS
 ME2421'DESCRIBED.  CONTINUE EAST FOR 0.35 MILE TO STATION ON LEFT AS
 ME2421'DESCRIBED.
 ME2421'
 ME2421'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0619 ***********************************************************************
 JA0619  DESIGNATION -  ORIOLE
 JA0619  PID         -  JA0619
 JA0619  STATE/COUNTY-  IN/PERRY
 JA0619  COUNTRY     -  US
 JA0619  USGS QUAD   -  BRANCHVILLE (2019)
 JA0619
 JA0619                         *CURRENT SURVEY CONTROL
 JA0619  ______________________________________________________________________
 JA0619* NAD 83(1997) POSITION- 38 10 48.53634(N) 086 30 07.56155(W)   ADJUSTED
 JA0619* NAVD 88 ORTHO HEIGHT -   256.578 (meters)      841.79  (feet) ADJUSTED
 JA0619  ______________________________________________________________________
 JA0619  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 JA0619  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 JA0619  DYNAMIC HEIGHT  -        256.394 (meters)      841.19  (feet) COMP
 JA0619  MODELED GRAVITY -    979,905.8   (mgal)                       NAVD 88
 JA0619
 JA0619  HORZ ORDER      -  SECOND
 JA0619  VERT ORDER      -  FIRST     CLASS II
 JA0619
 JA0619.The horizontal coordinates were established by classical geodetic methods
 JA0619.and adjusted by the National Geodetic Survey in May 1999.
 JA0619
 JA0619.The orthometric height was determined by differential leveling and
 JA0619.adjusted by the NATIONAL GEODETIC SURVEY
 JA0619.in June 1991.
 JA0619
 JA0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0619.GEOID18 height accuracy estimate available here.
 JA0619
 JA0619.Click photographs - Photos may exist for this station.
 JA0619
 JA0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0619
 JA0619.The dynamic height is computed by dividing the NAVD 88
 JA0619.geopotential number by the normal gravity value computed on the
 JA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0619.degrees latitude (g = 980.6199 gals.).
 JA0619
 JA0619.The modeled gravity was interpolated from observed gravity values.
 JA0619
 JA0619. The following values were computed from the NAD 83(1997) position.
 JA0619
 JA0619;                    North         East     Units Scale Factor Converg.
 JA0619;SPC IN W     -   325,649.237   950,924.489   MT  0.99999859   +0 21 33.4
 JA0619;SPC IN W     - 1,068,400.87  3,119,824.76   sFT  0.99999859   +0 21 33.4
 JA0619;UTM  16      - 4,225,920.353   543,607.229   MT  0.99962342   +0 18 28.0
 JA0619
 JA0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0619!SPC IN W     -   0.99996492  x   0.99999859  =   0.99996351
 JA0619!UTM  16      -   0.99996492  x   0.99962342  =   0.99958835
 JA0619
 JA0619:                Primary Azimuth Mark                     Grid Az
 JA0619:SPC IN W     -  ORIOLE AZ MK                             066 02 24.1
 JA0619:UTM  16      -  ORIOLE AZ MK                             066 05 29.5
 JA0619
 JA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4360725920(NAD 83)
 JA0619
 JA0619|---------------------------------------------------------------------|
 JA0619| PID    Reference Object                     Distance      Geod. Az  |
 JA0619|                                                           dddmmss.s |
 JA0619| JA0508 ORIOLE AZ MK                                       0662357.5 |
 JA0619| JA0618 ORIOLE RM 1                          28.850 METERS 07358     |
 JA0619| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX. 6.7 KM 1513732.9 |
 JA0619| JA0620 ORIOLE RM 2                          32.882 METERS 20112     |
 JA0619| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 7.1 KM 3565158.9 |
 JA0619|---------------------------------------------------------------------|
 JA0619
 JA0619                          SUPERSEDED SURVEY CONTROL
 JA0619
 JA0619  NAD 83(1993)-  38 10 48.53845(N)    086 30 07.56321(W) AD(       ) 2
 JA0619  NAD 83(1986)-  38 10 48.54269(N)    086 30 07.56636(W) AD(       ) 2
 JA0619  NAD 27      -  38 10 48.31600(N)    086 30 07.64000(W) AD(       ) 2
 JA0619  NGVD 29 (??/??/92)  256.678  (m)          842.12   (f) ADJ UNCH    1 2
 JA0619  NGVD 29             256.68   (m)          842.1    (f) LEVELING    3  
 JA0619
 JA0619.Superseded values are not recommended for survey control.
 JA0619
 JA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0619.See file dsdata.pdf to determine how the superseded data were derived.
 JA0619
 JA0619_MARKER: DS = TRIANGULATION STATION DISK
 JA0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0619_STAMPING: ORIOLE 1946
 JA0619_MARK LOGO: CGS
 JA0619_PROJECTION: RECESSED 15 CENTIMETERS
 JA0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0619+STABILITY: SURFACE MOTION
 JA0619
 JA0619  HISTORY     - Date     Condition        Report By
 JA0619  HISTORY     - 1946     MONUMENTED       CGS
 JA0619  HISTORY     - 1965     GOOD             CGS
 JA0619  HISTORY     - 1965     GOOD             CGS
 JA0619
 JA0619                          STATION DESCRIPTION
 JA0619
 JA0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0619'THIS STATION IS ALONG STATE HIGHWAY 66, 4.1 MILES SOUTH OF THE POST
 JA0619'OFFIVE IN SULPHUR, IN THE SOUTHWEST CORNER OF A FIELD, 83 FEET
 JA0619'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF A
 JA0619'12-INCH WALNUT TREE AND ON THE OPPOSITE SIDE OF THE HIGHWAY FROM A
 JA0619'BARN.  THE MARK IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED ORIOLE
 JA0619'1946.
 JA0619'
 JA0619'REFERENCE MARK NO 1 IS 94.64 FEET EAST OF THE STATION, 49 FEET EAST OF
 JA0619'THE 12-INCH WALNUT TREE AND 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA0619'HIGHWAY, IN A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0619'STAMPED ORIOLE NO 1 1946.
 JA0619'
 JA0619'REFERENCE MARK NO 2 IS 107.88 FEET SOUTHWEST OF THE STATION, ABOUT 180
 JA0619'FEET NORTHEAST OF A FENCE CORNER AND 37 FEET NORTHWEST OF THE
 JA0619'CENTERLINE OF THE HIGHWAY, IN A FENCELINE.  THE MARK PROJECTS 4 INCHES
 JA0619'AND THE DISK IS STAMPED ORIOLE NO 2 1946.
 JA0619'
 JA0619'THE AZIMUTH MARK IS EAST OF THE STATION, ABOUT 100 FEET SOUTHWEST OF A
 JA0619'GRAVEYARD, 38 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 66 AND
 JA0619'3 FEET WEST OF A WHITE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA0619'IS STAMPED ORIOLE 1946.
 JA0619'
 JA0619'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA0619
 JA0619                          STATION RECOVERY (1965)
 JA0619
 JA0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0619'THE STATION MARK, STAMPED ORIOLE 1946, IS ABOUT 4.1 MILES SOUTH ALONG
 JA0619'STATE HIGHWAY 66 FROM THE POST OFFICE AT SULPHUR, IN SECTION 10, T 4
 JA0619'S, R 1 W, 0.1 MILES SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 JA0619'GRAVELED ROAD AND THE HIGHWAY, 0.8 MILE NORTH OF THE CROSSROADS AT THE
 JA0619'SETTLEMENT OF ORIOLE, 53 FEET NORTHWEST OF THE CENTER LINE OF THE
 JA0619'HIGHWAY, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 JA0619'OF A CONCRETE POST WHICH IS 6 INCHES BELOW THE LEVEL OF THE GROUND.
 JA0619'
 JA0619'R.M. 1, STAMPED ORIOLE NO 1 1946, IS 94.64 FEET EAST OF THE STATION,
 JA0619'0.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JA0619'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JA0619'FOOT.
 JA0619'
 JA0619'R.M. 2, STAMPED ORIOLE NO 2 1946, IS 107.8 FEET SOUTHWEST OF THE
 JA0619'STATION, 0.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 JA0619'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA0619'PROJECTING 2 INCHES.
 JA0619'
 JA0619'THE AZIMUTH MARK, STAMPED ORIOLE 1946, IS ABOUT 3.5 MILES SOUTH ALONG
 JA0619'STATE HIGHWAY 66 FROM THE POST OFFICE AT SULPHUR, IN SECTION 11, T 4
 JA0619'S, R 1 W, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33
 JA0619'YARDS SOUTHEAST OF THE WEST CORNER OF THE JEFFRIES CEMETERY, 75 YARDS
 JA0619'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING TO THE ORIOLE
 JA0619'LAKE PICNIC GROUNDS, 6 FEET EAST OF A TELEPHONE POLE, 6 FEET SOUTH OF
 JA0619'A CONCRETE RIGHT-OF-WAY MARKER, 6 FEET NORTHWEST OF AN 8-INCH PINE
 JA0619'TREE BEARING A WITNESS SHIELD ON THE NORTHWEST SIDE, ABOUT 4 FEET
 JA0619'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA0619'PROJECTING 3 INCHES.
 JA0619
 JA0619                          STATION RECOVERY (1965)
 JA0619
 JA0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0619'4.1 MI S FROM SULPHUR.
 JA0619'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST
 JA0619'OFFICE AT SULPHUR, IN SECTION 10, T 4 S, R 1 W, 0.1 MILE
 JA0619'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD AND
 JA0619'THE HIGHWAY, 0.8 MILE NORTH OF THE CROSSROADS AT THE SETTLEMENT
 JA0619'OF ORIOLE, 53 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0619'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 JA0619'CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0508 ***********************************************************************
 JA0508  DESIGNATION -  ORIOLE AZ MK
 JA0508  PID         -  JA0508
 JA0508  STATE/COUNTY-  IN/PERRY
 JA0508  COUNTRY     -  US
 JA0508  USGS QUAD   -  BEECHWOOD (2019)
 JA0508
 JA0508                         *CURRENT SURVEY CONTROL
 JA0508  ______________________________________________________________________
 JA0508* NAD 83(1986) POSITION- 38 11 04.     (N) 086 29 20.     (W)   SCALED
 JA0508* NAVD 88 ORTHO HEIGHT -   246.536 (meters)      808.84  (feet) ADJUSTED
 JA0508  ______________________________________________________________________
 JA0508  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 JA0508  DYNAMIC HEIGHT  -        246.360 (meters)      808.27  (feet) COMP
 JA0508  MODELED GRAVITY -    979,909.2   (mgal)                       NAVD 88
 JA0508
 JA0508  VERT ORDER      -  FIRST     CLASS II
 JA0508
 JA0508.The horizontal coordinates were scaled from a map and have
 JA0508.an estimated accuracy of +/- 6 seconds.
 JA0508
 JA0508.The orthometric height was determined by differential leveling and
 JA0508.adjusted by the NATIONAL GEODETIC SURVEY
 JA0508.in June 1991.
 JA0508
 JA0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0508.GEOID18 height accuracy estimate available here.
 JA0508
 JA0508.Click photographs - Photos may exist for this station.
 JA0508
 JA0508.The dynamic height is computed by dividing the NAVD 88
 JA0508.geopotential number by the normal gravity value computed on the
 JA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0508.degrees latitude (g = 980.6199 gals.).
 JA0508
 JA0508.The modeled gravity was interpolated from observed gravity values.
 JA0508
 JA0508;                    North         East    Units  Estimated Accuracy
 JA0508;SPC IN W     -   326,130.      952,080.      MT  (+/- 180 meters Scaled)
 JA0508
 JA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447264(NAD 83)
 JA0508
 JA0508                          SUPERSEDED SURVEY CONTROL
 JA0508
 JA0508  NGVD 29 (??/??/92)  246.638  (m)          809.18   (f) ADJ UNCH    1 2
 JA0508
 JA0508.Superseded values are not recommended for survey control.
 JA0508
 JA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0508.See file dsdata.pdf to determine how the superseded data were derived.
 JA0508
 JA0508_MARKER: DZ = AZIMUTH MARK DISK
 JA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0508_STAMPING: ORIOLE 1946
 JA0508_MARK LOGO: CGS
 JA0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0508+STABILITY: SURFACE MOTION
 JA0508
 JA0508  HISTORY     - Date     Condition        Report By
 JA0508  HISTORY     - 1946     MONUMENTED       CGS
 JA0508  HISTORY     - 1965     GOOD             CGS
 JA0508  HISTORY     - 20170218 GOOD             GEOCAC
 JA0508
 JA0508                          STATION DESCRIPTION
 JA0508
 JA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0508'3.5 MI S FROM SULPHUR.
 JA0508'3.5 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 JA0508'SULPHUR, IN SECTION 11, T 4 S, R 1 W, 37 FEET SOUTHEAST OF THE
 JA0508'CENTER LINE OF THE HIGHWAY, 33 YARDS SOUTHEAST OF THE WEST
 JA0508'CORNER OF THE JEFFRIES CEMETERY, 75 YARDS NORTHEAST OF THE CENTER
 JA0508'LINE OF A GRAVELED ROAD LEADING TO THE ORIOLE LAKE PICNIC
 JA0508'GROUNDS, 6 FEET EAST OF A TELEPHONE POLE, 6 FEET SOUTH OF A
 JA0508'CONCRETE RIGHT-OF-WAY MARKER, 6 FEET NORTHWEST OF AN 8-INCH
 JA0508'PINE TREE BEARING A WITNESS SHIELD, ON THE NORTHWEST SIDE, ABOUT
 JA0508'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 JA0508'CONCRETE POST PROJECTING 3 INCHES.
 JA0508
 JA0508                          STATION RECOVERY (2017)
 JA0508
 JA0508'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0508'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0618 ***********************************************************************
 JA0618  DESIGNATION -  ORIOLE RM 1
 JA0618  PID         -  JA0618
 JA0618  STATE/COUNTY-  IN/PERRY
 JA0618  COUNTRY     -  US
 JA0618  USGS QUAD   -  BRANCHVILLE (2019)
 JA0618
 JA0618                         *CURRENT SURVEY CONTROL
 JA0618  ______________________________________________________________________
 JA0618* NAD 83(1986) POSITION- 38 10 48.79   (N) 086 30 06.42   (W)   HD_HELD1
 JA0618* NAVD 88 ORTHO HEIGHT -   255.634 (meters)      838.69  (feet) ADJUSTED
 JA0618  ______________________________________________________________________
 JA0618  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 JA0618  DYNAMIC HEIGHT  -        255.451 (meters)      838.09  (feet) COMP
 JA0618  MODELED GRAVITY -    979,905.8   (mgal)                       NAVD 88
 JA0618
 JA0618  VERT ORDER      -  FIRST     CLASS II
 JA0618
 JA0618.The horizontal coordinates were determined by differentially corrected
 JA0618.hand held GPS observations or other comparable positioning techniques
 JA0618.and have an estimated accuracy of +/- 3 meters.
 JA0618
 JA0618.The orthometric height was determined by differential leveling and
 JA0618.adjusted by the NATIONAL GEODETIC SURVEY
 JA0618.in June 1991.
 JA0618
 JA0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0618.GEOID18 height accuracy estimate available here.
 JA0618
 JA0618.Click photographs - Photos may exist for this station.
 JA0618
 JA0618.The dynamic height is computed by dividing the NAVD 88
 JA0618.geopotential number by the normal gravity value computed on the
 JA0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0618.degrees latitude (g = 980.6199 gals.).
 JA0618
 JA0618.The modeled gravity was interpolated from observed gravity values.
 JA0618
 JA0618;                    North         East    Units  Estimated Accuracy
 JA0618;SPC IN W     -   325,657.2     950,952.2     MT  (+/- 3 meters HH1 GPS) 
 JA0618
 JA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4363425928(NAD 83)
 JA0618
 JA0618                          SUPERSEDED SURVEY CONTROL
 JA0618
 JA0618  NGVD 29 (??/??/92)  255.735  (m)          839.02   (f) ADJ UNCH    1 2
 JA0618
 JA0618.Superseded values are not recommended for survey control.
 JA0618
 JA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0618.See file dsdata.pdf to determine how the superseded data were derived.
 JA0618
 JA0618_MARKER: DR = REFERENCE MARK DISK
 JA0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0618_STAMPING: ORIOLE NO 1 1946
 JA0618_MARK LOGO: CGS
 JA0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0618+STABILITY: SURFACE MOTION
 JA0618
 JA0618  HISTORY     - Date     Condition        Report By
 JA0618  HISTORY     - 1946     MONUMENTED       CGS
 JA0618  HISTORY     - 1965     GOOD             CGS
 JA0618
 JA0618                          STATION DESCRIPTION
 JA0618
 JA0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0618'4.1 MI S FROM SULPHUR.
 JA0618'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0618'AT SULPHUR, IN SECTION 10, T 4 S, R 1 W, 0.1 MILE SOUTHWEST OF
 JA0618'THE CENTER OF THE JUNCTION OF A GRAVELED ROAD AND THE HIGHWAY,
 JA0618'0.8 MILE NORTH OF THE CROSSROADS AT THE SETTLEMENT OF ORIOLE, 40
 JA0618'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 94.64 FEET EAST
 JA0618'OF ORIOLE 1946, 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 JA0618'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 JA0618'CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0620 ***********************************************************************
 JA0620  DESIGNATION -  ORIOLE RM 2
 JA0620  PID         -  JA0620
 JA0620  STATE/COUNTY-  IN/PERRY
 JA0620  COUNTRY     -  US
 JA0620  USGS QUAD   -  BRANCHVILLE (2019)
 JA0620
 JA0620                         *CURRENT SURVEY CONTROL
 JA0620  ______________________________________________________________________
 JA0620* NAD 83(1986) POSITION- 38 10 47.54   (N) 086 30 08.05   (W)   HD_HELD1
 JA0620* NAVD 88 ORTHO HEIGHT -   255.899 (meters)      839.56  (feet) ADJUSTED
 JA0620  ______________________________________________________________________
 JA0620  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 JA0620  DYNAMIC HEIGHT  -        255.715 (meters)      838.96  (feet) COMP
 JA0620  MODELED GRAVITY -    979,905.8   (mgal)                       NAVD 88
 JA0620
 JA0620  VERT ORDER      -  FIRST     CLASS II
 JA0620
 JA0620.The horizontal coordinates were determined by differentially corrected
 JA0620.hand held GPS observations or other comparable positioning techniques
 JA0620.and have an estimated accuracy of +/- 3 meters.
 JA0620
 JA0620.The orthometric height was determined by differential leveling and
 JA0620.adjusted by the NATIONAL GEODETIC SURVEY
 JA0620.in June 1991.
 JA0620
 JA0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0620.GEOID18 height accuracy estimate available here.
 JA0620
 JA0620.Click photographs - Photos may exist for this station.
 JA0620
 JA0620.The dynamic height is computed by dividing the NAVD 88
 JA0620.geopotential number by the normal gravity value computed on the
 JA0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0620.degrees latitude (g = 980.6199 gals.).
 JA0620
 JA0620.The modeled gravity was interpolated from observed gravity values.
 JA0620
 JA0620;                    North         East    Units  Estimated Accuracy
 JA0620;SPC IN W     -   325,618.4     950,912.8     MT  (+/- 3 meters HH1 GPS) 
 JA0620
 JA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4359525889(NAD 83)
 JA0620
 JA0620                          SUPERSEDED SURVEY CONTROL
 JA0620
 JA0620  NGVD 29 (??/??/92)  255.999  (m)          839.89   (f) ADJ UNCH    1 2
 JA0620
 JA0620.Superseded values are not recommended for survey control.
 JA0620
 JA0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0620.See file dsdata.pdf to determine how the superseded data were derived.
 JA0620
 JA0620_MARKER: DR = REFERENCE MARK DISK
 JA0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0620_STAMPING: ORIOLE NO 2 1946
 JA0620_MARK LOGO: CGS
 JA0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0620+STABILITY: SURFACE MOTION
 JA0620
 JA0620  HISTORY     - Date     Condition        Report By
 JA0620  HISTORY     - 1946     MONUMENTED       CGS
 JA0620  HISTORY     - 1965     GOOD             CGS
 JA0620
 JA0620                          STATION DESCRIPTION
 JA0620
 JA0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0620'4.1 MI S FROM SULPHUR.
 JA0620'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0620'AT SULPHUR, IN SECTION 10, T 4 S, R 1 W, 0.8 MILE NORTH OF THE
 JA0620'CROSSROADS AT ORIOLE, 0.1 MILE SOUTHWEST OF THE JUNCTION OF THE
 JA0620'HIGHWAY AND A GRAVELED ROAD, 37 FEET NORTHWEST OF THE CENTER
 JA0620'LINE OF THE HIGHWAY, 107.8 FEET SOUTHWEST OF ORIOLE 1946, 0.8
 JA0620'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JA0620'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JA0620'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0082 ***********************************************************************
 JA0082  DESIGNATION -  ORLEANS
 JA0082  PID         -  JA0082
 JA0082  STATE/COUNTY-  IN/ORANGE
 JA0082  COUNTRY     -  US
 JA0082  USGS QUAD   -  MITCHELL (2019)
 JA0082
 JA0082                         *CURRENT SURVEY CONTROL
 JA0082  ______________________________________________________________________
 JA0082* NAD 83(1997) POSITION- 38 38 26.64808(N) 086 26 51.79776(W)   ADJUSTED
 JA0082* NAVD 88 ORTHO HEIGHT -   241.696 (meters)      792.96  (feet) ADJUSTED
 JA0082  ______________________________________________________________________
 JA0082  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JA0082  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 JA0082  DYNAMIC HEIGHT  -        241.535 (meters)      792.44  (feet) COMP
 JA0082  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 JA0082
 JA0082  HORZ ORDER      -  SECOND
 JA0082  VERT ORDER      -  FIRST     CLASS II
 JA0082
 JA0082.The horizontal coordinates were established by classical geodetic methods
 JA0082.and adjusted by the National Geodetic Survey in May 1999.
 JA0082
 JA0082.The orthometric height was determined by differential leveling and
 JA0082.adjusted by the NATIONAL GEODETIC SURVEY
 JA0082.in June 1991.
 JA0082
 JA0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0082.GEOID18 height accuracy estimate available here.
 JA0082
 JA0082.Click photographs - Photos may exist for this station.
 JA0082
 JA0082.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0082
 JA0082.The dynamic height is computed by dividing the NAVD 88
 JA0082.geopotential number by the normal gravity value computed on the
 JA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0082.degrees latitude (g = 980.6199 gals.).
 JA0082
 JA0082.The modeled gravity was interpolated from observed gravity values.
 JA0082
 JA0082. The following values were computed from the NAD 83(1997) position.
 JA0082
 JA0082;                    North         East     Units Scale Factor Converg.
 JA0082;SPC IN W     -   376,806.607   955,336.523   MT  1.00000436   +0 23 48.9
 JA0082;SPC IN W     - 1,236,239.68  3,134,299.91   sFT  1.00000436   +0 23 48.9
 JA0082;UTM  16      - 4,277,054.504   548,063.817   MT  0.99962845   +0 20 41.5
 JA0082
 JA0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0082!SPC IN W     -   0.99996730  x   1.00000436  =   0.99997166
 JA0082!UTM  16      -   0.99996730  x   0.99962845  =   0.99959576
 JA0082
 JA0082:                Primary Azimuth Mark                     Grid Az
 JA0082:SPC IN W     -  ORLEANS AZ MK                            256 20 12.1
 JA0082:UTM  16      -  ORLEANS AZ MK                            256 23 19.5
 JA0082
 JA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4806377054(NAD 83)
 JA0082
 JA0082|---------------------------------------------------------------------|
 JA0082| PID    Reference Object                     Distance      Geod. Az  |
 JA0082|                                                           dddmmss.s |
 JA0082| JA0081 ORLEANS RM 1                         15.849 METERS 15225     |
 JA0082| JA1701 ORLEANS AZ MK                       APPROX. 1.0 KM 2564401.0 |
 JA0082| CG9566 ORLEANS RM 2                         26.014 METERS 28717     |
 JA0082| JA1705 ORLEANS HEISE BROS MILL STACK       APPROX. 2.7 KM 3513656.2 |
 JA0082| JA1704 ORLEANS MUNICIPAL TANK              APPROX. 4.0 KM 3532914.2 |
 JA0082| JA1706 ORLEANS TRAV LER RADIO CO TANK      APPROX. 3.1 KM 3533720.3 |
 JA0082|---------------------------------------------------------------------|
 JA0082
 JA0082                          SUPERSEDED SURVEY CONTROL
 JA0082
 JA0082  NAD 83(1986)-  38 38 26.65328(N)    086 26 51.80076(W) AD(       ) 2
 JA0082  NAD 27      -  38 38 26.45900(N)    086 26 51.83800(W) AD(       ) 2
 JA0082  NGVD 29 (??/??/92)  241.800  (m)          793.31   (f) ADJ UNCH    1 2
 JA0082  NGVD 29             241.80   (m)          793.3    (f) LEVELING    3  
 JA0082
 JA0082.Superseded values are not recommended for survey control.
 JA0082
 JA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0082.See file dsdata.pdf to determine how the superseded data were derived.
 JA0082
 JA0082_MARKER: DS = TRIANGULATION STATION DISK
 JA0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0082_STAMPING: ORLEANS 1946
 JA0082_MARK LOGO: CGS
 JA0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0082+STABILITY: SURFACE MOTION
 JA0082
 JA0082  HISTORY     - Date     Condition        Report By
 JA0082  HISTORY     - 1946     MONUMENTED       CGS
 JA0082  HISTORY     - 1958     GOOD             CGS
 JA0082  HISTORY     - 1965     GOOD             CGS
 JA0082  HISTORY     - 1965     GOOD             CGS
 JA0082  HISTORY     - 1967     GOOD             CGS
 JA0082  HISTORY     - 1983     GOOD             USACE
 JA0082
 JA0082                          STATION DESCRIPTION
 JA0082
 JA0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0082'THIS STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH FROM ORLEANS ON A
 JA0082'PROMINENT LONE HILL, AND ABOUT 1/2 MILE EAST OF STATE HIGHWAY
 JA0082'37. IT IS 20 FEET SOUTHEAST OF A 20-INCH HICKORY WITH A TRIANGLE
 JA0082'BLAZE ON IT AND 5.7 FEET EAST OF A WHITE WITNESS POST. THE
 JA0082'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ORLEANS 1946.
 JA0082'
 JA0082'REFERENCE MARK NO. 1 IS 85.35 FEET SOUTHEAST OF THE STATION. THE MARK
 JA0082'PROJECTS 6 INCHES AND THE DISK IS STAMPED ORLEANS NO 1
 JA0082'1946.
 JA0082'
 JA0082'REFERENCE MARK NO. 2 IS 49.30 FEET WEST OF THE STATION. THE MARK
 JA0082'PROJECTS 6 INCHES AND THE DISK IS STAMPED ORLEANS NO 2 1946.
 JA0082'
 JA0082'THE AZIMUTH MARK IS ABOUT 1/2 MILE WEST-SOUTHWEST OF THE STATION, 32
 JA0082'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 37, AND 34 FEET
 JA0082'NORTH OF A TELEPHONE POLE NO. 2599, 6 FEET SOUTHWEST OF A WHITE
 JA0082'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JA0082'IS STAMPED ORLEANS 1946.
 JA0082'
 JA0082'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CITY SQUARE IN
 JA0082'ORLEANS, GO EAST ON STATE HIGHWAY 337 FOR 0.2 MILE TO A BLACK
 JA0082'TOP ROAD 1/2 BLOCK EAST OF THE RAILROAD, TURN RIGHT AND GO SOUTH 1.3
 JA0082'MILES TO THE CROCKET BARNYARD ON THE RIGHT, TURN INTO THE
 JA0082'BARNYARD, PASS THROUGH A BOARD GATE TO THE WEST OF THE BARN THEN GO
 JA0082'ALONG THE FENCE ALONG THE SOUTH SIDE OF THE HOG CORRALS,
 JA0082'ENTERING A GATE ON THE RIGHT AND THEN GO AROUND THE CORNER AND
 JA0082'SOUTHWEST UP THE ERODED SLOPE ABOUT 1/4 MILE TO THE TOP AND THE
 JA0082'STATION IN THE TIMBER AMONG NUMEROUS SINKS.
 JA0082'
 JA0082'TO REACH THE AZIMUTH FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 JA0082'ORLEANS, GO SOUTH ON STATE HIGHWAY 37 FOR 1.6 MILES AND THE
 JA0082'AZIMUTH ON THE RIGHT.
 JA0082'
 JA0082'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA0082
 JA0082                          STATION RECOVERY (1958)
 JA0082
 JA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JA0082'THIS STATION AND REFERENCE MARKS ALL WERE RECOVERED IN GOOD CONDITION
 JA0082'AS DESCRIBED IN ORIGIONAL DESCRIPTION. THE AZIMUTH MARK IS
 JA0082'OBSTRUCTED FROM STA.  AND IT ALSO WILL BE DESTROYED BY HIGHWAY
 JA0082'CONSTRUCTION. IT WAS RECOVERED AS DESCRIBED.
 JA0082
 JA0082                          STATION RECOVERY (1965)
 JA0082
 JA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0082'THE STATION MARK, STAMPED ORLEANS 1946, IS ABOUT 1.7 MILES SOUTH
 JA0082'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM
 JA0082'THE STATION AT ORLEANS, THENCE 0.35 MILE EAST ALONG ORANGE COUNTY
 JA0082'GRAVELED ROAD 400-E TO THE TOP OF A HILL, IN SECTION 6, T 2 N,
 JA0082'R 1 E, 272 FEET NORTHWEST OF A CONCRETE FENCE CORNER POST, 20.7
 JA0082'SOUTHEAST OF A 19-INCH HICKORY TREE WHICH BEARS A TRIANGULAR
 JA0082'BLAZE, 2.0 FEET WEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF
 JA0082'A CONCRETE POST PROJECTING 6 INCHES.
 JA0082'
 JA0082'R.M. 1, WAS SEARCHED FOR BUT NOT RECOVERED.
 JA0082'
 JA0082'R.M. 2, STAMPED ORLEANS NO 1 1946, IS 87.0 FEET SOUTHEAST OF THE
 JA0082'STATION 168 FEET NORTH OF A CONCRETE FENCE CORNER POST, 31.0
 JA0082'FEET NORTHWEST OF A 17-IN. HICKORY TREE WHICH BEARS A TRIANGULAR
 JA0082'BLAZE, 20.2 WEST OF A ROCK OUTCROP, AND SET IN THE TOP OF A
 JA0082'CONCRETE POST PROJECTING 6 INCHES.
 JA0082
 JA0082                          STATION RECOVERY (1965)
 JA0082
 JA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0082'2 MI S FROM ORLEANS.
 JA0082'ABOUT 1.7 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0082'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, THENCE 0.35 MILE
 JA0082'EAST ALONG ORANGE COUNTY GRAVELED ROAD 400-E TO THE TOP OF A
 JA0082'HILL, IN SECTION 6, T 2 N, R 1 E, 272 FEET NORTHWEST OF A CONCRETE
 JA0082'FENCE CORNER POST, 20.7 FEET SOUTHEAST OF A TRIANGULAR BLAZED,
 JA0082'19-INCH HICKORY TREE, 84.0 FEET NORTHWEST OF ORLEANS R.M. 2, 2.0
 JA0082'FEET WEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A
 JA0082'CONCRETE POST PROJECTING 6 INCHES.
 JA0082
 JA0082                          STATION RECOVERY (1967)
 JA0082
 JA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0082'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AT
 JA0082'THIS TIME. REFERENCE MARK 2 AS DESCRIBED IN THE DESCRIPTION
 JA0082'SHOULD BE REFERENCE MARK 1 AND REFERENCE MARK 1 SHOULD BE REFERENCE
 JA0082'MARK 2. THE DISTANCE 85.35 FEET TO REFERENCE MARK 2 WAS FOUND
 JA0082'TO BE THE DISTANCE TO REFERENCE MARK 1. THE DISTANCE TO REFERENCE
 JA0082'MARK 2 WAS FOUND TO BE 64.07 FEET, 19.529 METERS INSTEAD OF
 JA0082'49.30 FEET. THE INSTRUMENT WAS SET UP AT THIS TIME AND A 1 POSITION
 JA0082'CHECK WAS TAKEN BETWEEN THE MARKS AND FOUND GOOD. THE AZIMUTH
 JA0082'MARK COULD NOT BE FOUND AND WAS ASSUMED DESTROYED BY ROAD
 JA0082'CONSTRUCTION. THE PREVIOUS DESCRIPTION IS GOOD WITH THE ABOVE
 JA0082'CHANGES.
 JA0082'
 JA0082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, 1-1/2 MILES SOUTH
 JA0082'OF ORLEANS.
 JA0082
 JA0082                          STATION RECOVERY (1983)
 JA0082
 JA0082'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983 (FF)
 JA0082'ORLEANS 1946 - GOOD CONDITION - THE REFERENCE MARKS WERE NOT
 JA0082'SEARCHED FOR.  THE AZ MK WAS NOT SEARCHED FOR.  A TRAVERSE
 JA0082'WAS RAN FROM JENKINS 2 TO ORLEANS.  ORLEANS 1946 IS NOW ALONG
 JA0082'A DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1701 ***********************************************************************
 JA1701  DESIGNATION -  ORLEANS AZ MK
 JA1701  PID         -  JA1701
 JA1701  STATE/COUNTY-  IN/ORANGE
 JA1701  COUNTRY     -  US
 JA1701  USGS QUAD   -  MITCHELL (2019)
 JA1701
 JA1701                         *CURRENT SURVEY CONTROL
 JA1701  ______________________________________________________________________
 JA1701* NAD 83(1997) POSITION- 38 38 19.07823(N) 086 27 32.72338(W)   ADJUSTED
 JA1701* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 JA1701  ______________________________________________________________________
 JA1701  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 JA1701  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 JA1701  HORZ ORDER      -  SECOND
 JA1701
 JA1701.The horizontal coordinates were established by classical geodetic methods
 JA1701.and adjusted by the National Geodetic Survey in May 1999.
 JA1701
 JA1701.The orthometric height was scaled from a topographic map.
 JA1701
 JA1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1701.GEOID18 height accuracy estimate available here.
 JA1701
 JA1701.Click photographs - Photos may exist for this station.
 JA1701
 JA1701.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1701
 JA1701. The following values were computed from the NAD 83(1997) position.
 JA1701
 JA1701;                    North         East     Units Scale Factor Converg.
 JA1701;SPC IN W     -   376,566.394   954,348.381   MT  1.00000303   +0 23 23.2
 JA1701;SPC IN W     - 1,235,451.58  3,131,057.98   sFT  1.00000303   +0 23 23.2
 JA1701;UTM  16      - 4,276,815.279   547,075.829   MT  0.99962729   +0 20 15.9
 JA1701
 JA1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1701!SPC IN W     -   0.99997245  x   1.00000303  =   0.99997547
 JA1701!UTM  16      -   0.99997245  x   0.99962729  =   0.99959975
 JA1701
 JA1701:                Primary Azimuth Mark                     Grid Az
 JA1701:SPC IN W     -  ORLEANS                                  076 20 12.3
 JA1701:UTM  16      -  ORLEANS                                  076 23 19.6
 JA1701
 JA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4707576815(NAD 83)
 JA1701
 JA1701|---------------------------------------------------------------------|
 JA1701| PID    Reference Object                     Distance      Geod. Az  |
 JA1701|                                                           dddmmss.s |
 JA1701| JA0082 ORLEANS                             APPROX. 1.0 KM 0764335.5 |
 JA1701|---------------------------------------------------------------------|
 JA1701
 JA1701                          SUPERSEDED SURVEY CONTROL
 JA1701
 JA1701  NAD 83(1986)-  38 38 19.08349(N)    086 27 32.72640(W) AD(       ) 2
 JA1701  NAD 27      -  38 38 18.88900(N)    086 27 32.76300(W) AD(       ) 2
 JA1701
 JA1701.Superseded values are not recommended for survey control.
 JA1701
 JA1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1701.See file dsdata.pdf to determine how the superseded data were derived.
 JA1701
 JA1701_MARKER: DZ = AZIMUTH MARK DISK
 JA1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1701_STAMPING: ORLEANS 1946
 JA1701_MARK LOGO: CGS
 JA1701_PROJECTION: FLUSH
 JA1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1701+STABILITY: SURFACE MOTION
 JA1701
 JA1701  HISTORY     - Date     Condition        Report By
 JA1701  HISTORY     - 1946     MONUMENTED       CGS
 JA1701  HISTORY     - 1958     GOOD             CGS
 JA1701
 JA1701                          STATION DESCRIPTION
 JA1701
 JA1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1701'THIS STATION IS ABOUT 1/2 MILE WEST-SOUTHWEST OF STATION ORLEANS, AND
 JA1701'ABOUT 1-1/2 MILES SOUTH OF THE TOWN OF ORLEANS, BESIDE STATE
 JA1701'HIGHWAY 37. IT IS 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34
 JA1701'FEET NORTH OF A TELEPHONE POLE NO.  2599, AND 6 FEET SOUTHWEST OF
 JA1701'A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JA1701'IS STAMPED ORLEANS 1946.
 JA1701'
 JA1701'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 JA1701'ORLEANS, GO SOUTH ON STATE HIGHWAY 37 FOR 1.6 MILES AND THE MARK
 JA1701'IS ON THE RIGHT.
 JA1701'
 JA1701'TO REACH STATION ORLEANS FROM THE AZIMUTH, GO NORTH 0.5 MILE TO A
 JA1701'SIDE ROAD RIGHT, TURN ON AN OLD UNUSED ROAD AND GO 0.4 MILE TO
 JA1701'THE TOP OF A STEEP GRADE AND A WIRE FENCE ALONG THE ROAD, AND THE
 JA1701'STATION IS ABOUT 100 YARDS ON THE TOP OF THE HILL.
 JA1701'
 JA1701'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1701
 JA1701                          STATION RECOVERY (1958)
 JA1701
 JA1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JA1701'THIS STATION WAS RECOVERED AS DESCRIBED, THE MARK IS GOOD BUT IN THE
 JA1701'WAY OF HIGHWAY CONSTRUCTION. IT IS OBSTRUCTED TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1704 ***********************************************************************
 JA1704  DESIGNATION -  ORLEANS MUNICIPAL TANK
 JA1704  PID         -  JA1704
 JA1704  STATE/COUNTY-  IN/ORANGE
 JA1704  COUNTRY     -  US
 JA1704  USGS QUAD   -  MITCHELL (2019)
 JA1704
 JA1704                         *CURRENT SURVEY CONTROL
 JA1704  ______________________________________________________________________
 JA1704* NAD 83(1997) POSITION- 38 40 34.57123(N) 086 27 10.42753(W)   ADJUSTED
 JA1704  ______________________________________________________________________
 JA1704  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 JA1704  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 JA1704  HORZ ORDER      -  THIRD
 JA1704
 JA1704.The horizontal coordinates were established by classical geodetic methods
 JA1704.and adjusted by the National Geodetic Survey in May 1999.
 JA1704
 JA1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1704.GEOID18 height accuracy estimate available here.
 JA1704
 JA1704.Click photographs - Photos may exist for this station.
 JA1704
 JA1704.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1704
 JA1704. The following values were computed from the NAD 83(1997) position.
 JA1704
 JA1704;                    North         East     Units Scale Factor Converg.
 JA1704;SPC IN W     -   380,748.036   954,858.874   MT  1.00000371   +0 23 38.3
 JA1704;SPC IN W     - 1,249,170.85  3,132,732.82   sFT  1.00000371   +0 23 38.3
 JA1704;UTM  16      - 4,280,994.884   547,589.928   MT  0.99962789   +0 20 30.8
 JA1704
 JA1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4758980994(NAD 83)
 JA1704
 JA1704                          SUPERSEDED SURVEY CONTROL
 JA1704
 JA1704  NAD 83(1986)-  38 40 34.57629(N)    086 27 10.43011(W) AD(       ) 3
 JA1704  NAD 27      -  38 40 34.38400(N)    086 27 10.46500(W) AD(       ) 3
 JA1704
 JA1704.Superseded values are not recommended for survey control.
 JA1704
 JA1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1704.See file dsdata.pdf to determine how the superseded data were derived.
 JA1704
 JA1704_MARKER: 53 = ELEVATED TANK
 JA1704
 JA1704  HISTORY     - Date     Condition        Report By
 JA1704  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1704  HISTORY     - 1958     GOOD             CGS
 JA1704  HISTORY     - 1983     GOOD             USACE
 JA1704  HISTORY     - 19840321 GOOD             NGS
 JA1704
 JA1704                          STATION DESCRIPTION
 JA1704
 JA1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1704'THIS IS AN INTERSECTION STATION.
 JA1704'
 JA1704'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED 0.4 MILE
 JA1704'NORTH OF THE TOWN OF ORLEANS ON HIGHWAY NO. 37. IT IS BUILT OF
 JA1704'STEEL AND IS ABOUT 115 FEET HIGH.
 JA1704
 JA1704                          STATION RECOVERY (1958)
 JA1704
 JA1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 JA1704'THIS STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JA1704
 JA1704                          STATION RECOVERY (1983)
 JA1704
 JA1704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983 (FF)
 JA1704'INTERSECTION STATION.
 JA1704'
 JA1704'WATER TANK RECOVERED AND IN GOOD CONDITION PRESENT DESCRIPTION
 JA1704'ADEQUATE.
 JA1704
 JA1704                          STATION RECOVERY (1984)
 JA1704
 JA1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JA1704'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0081 ***********************************************************************
 JA0081  DESIGNATION -  ORLEANS RM 1
 JA0081  PID         -  JA0081
 JA0081  STATE/COUNTY-  IN/ORANGE
 JA0081  COUNTRY     -  US
 JA0081  USGS QUAD   -  MITCHELL (2019)
 JA0081
 JA0081                         *CURRENT SURVEY CONTROL
 JA0081  ______________________________________________________________________
 JA0081* NAD 83(1986) POSITION- 38 38 26.19   (N) 086 26 51.49   (W)   HD_HELD1
 JA0081* NAVD 88 ORTHO HEIGHT -   240.160 (meters)      787.92  (feet) ADJUSTED
 JA0081  ______________________________________________________________________
 JA0081  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JA0081  DYNAMIC HEIGHT  -        240.000 (meters)      787.40  (feet) COMP
 JA0081  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 JA0081
 JA0081  VERT ORDER      -  FIRST     CLASS II
 JA0081
 JA0081.The horizontal coordinates were determined by differentially corrected
 JA0081.hand held GPS observations or other comparable positioning techniques
 JA0081.and have an estimated accuracy of +/- 3 meters.
 JA0081
 JA0081.The orthometric height was determined by differential leveling and
 JA0081.adjusted by the NATIONAL GEODETIC SURVEY
 JA0081.in June 1991.
 JA0081
 JA0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0081.GEOID18 height accuracy estimate available here.
 JA0081
 JA0081.Click photographs - Photos may exist for this station.
 JA0081
 JA0081.The dynamic height is computed by dividing the NAVD 88
 JA0081.geopotential number by the normal gravity value computed on the
 JA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0081.degrees latitude (g = 980.6199 gals.).
 JA0081
 JA0081.The modeled gravity was interpolated from observed gravity values.
 JA0081
 JA0081;                    North         East    Units  Estimated Accuracy
 JA0081;SPC IN W     -   376,792.5     955,344.1     MT  (+/- 3 meters HH1 GPS) 
 JA0081
 JA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4807177040(NAD 83)
 JA0081
 JA0081                          SUPERSEDED SURVEY CONTROL
 JA0081
 JA0081  NGVD 29 (??/??/92)  240.264  (m)          788.27   (f) ADJ UNCH    1 2
 JA0081
 JA0081.Superseded values are not recommended for survey control.
 JA0081
 JA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0081.See file dsdata.pdf to determine how the superseded data were derived.
 JA0081
 JA0081_MARKER: DR = REFERENCE MARK DISK
 JA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0081_STAMPING: ORLEANS NO 1 1946
 JA0081_MARK LOGO: CGS
 JA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0081+STABILITY: SURFACE MOTION
 JA0081
 JA0081  HISTORY     - Date     Condition        Report By
 JA0081  HISTORY     - 1946     MONUMENTED       CGS
 JA0081  HISTORY     - 1965     GOOD             CGS
 JA0081
 JA0081                          STATION DESCRIPTION
 JA0081
 JA0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0081'2 MI S FROM ORLEANS.
 JA0081'ABOUT 1.7 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0081'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, THENCE 0.35 MILE
 JA0081'EAST ALONG ORANGE COUNTY GRAVELED ROAD 400-E TO THE TOP OF A
 JA0081'HILL, IN SECTION 6, T 2 N, R 1 E, 168 FEET NORTH OF A CONCRETE
 JA0081'FENCE CORNER POST, 87.0 FEET SOUTHEAST OF ORLEANS 1946, 31.0
 JA0081'FEET NORTHWEST OF A TRIANGULAR BLAZED, 17-INCH HICKORY TREE,
 JA0081'20.2 FEET WEST OF A ROCK OUTCROP, AND SET IN THE TOP OF A CONCRETE
 JA0081'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3304 ***********************************************************************
 JZ3304  DESIGNATION -  OSBORN
 JZ3304  PID         -  JZ3304
 JZ3304  STATE/COUNTY-  IN/RUSH
 JZ3304  COUNTRY     -  US
 JZ3304  USGS QUAD   -  MAYS (2019)
 JZ3304
 JZ3304                         *CURRENT SURVEY CONTROL
 JZ3304  ______________________________________________________________________
 JZ3304* NAD 83(1997) POSITION- 39 42 23.43569(N) 085 29 00.90416(W)   ADJUSTED
 JZ3304* NAVD 88 ORTHO HEIGHT -   303.3   (meters)      995.    (feet) VERTCON3
 JZ3304  ______________________________________________________________________
 JZ3304  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JZ3304  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JZ3304  HORZ ORDER      -  FIRST
 JZ3304
 JZ3304.The horizontal coordinates were established by classical geodetic methods
 JZ3304.and adjusted by the National Geodetic Survey in May 1999.
 JZ3304
 JZ3304.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3304
 JZ3304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3304.GEOID18 height accuracy estimate available here.
 JZ3304
 JZ3304.Click photographs - Photos may exist for this station.
 JZ3304
 JZ3304.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3304
 JZ3304. The following values were computed from the NAD 83(1997) position.
 JZ3304
 JZ3304;                    North         East     Units Scale Factor Converg.
 JZ3304;SPC IN E     -   494,948.012   115,700.302   MT  0.99996970   +0 07 01.1
 JZ3304;SPC IN E     - 1,623,841.94    379,593.41   sFT  0.99996970   +0 07 01.1
 JZ3304;UTM  16      - 4,396,282.659   629,996.055   MT  0.99980805   +0 58 08.1
 JZ3304
 JZ3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3304!SPC IN E     -   0.99995775  x   0.99996970  =   0.99992745
 JZ3304!UTM  16      -   0.99995775  x   0.99980805  =   0.99976581
 JZ3304
 JZ3304:                Primary Azimuth Mark                     Grid Az
 JZ3304:SPC IN E     -  OSBORN AZ MK                             067 13 14.3
 JZ3304:UTM  16      -  OSBORN AZ MK                             066 22 07.3
 JZ3304
 JZ3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2999696282(NAD 83)
 JZ3304
 JZ3304|---------------------------------------------------------------------|
 JZ3304| PID    Reference Object                     Distance      Geod. Az  |
 JZ3304|                                                           dddmmss.s |
 JZ3304| JZ3316 SPICELAND MUNICIPAL TANK            APPROX.15.2 KM 0145628.3 |
 JZ3304| JZ3315 LEWISVILLE MUNICIPAL TANK           APPROX.16.1 KM 0441348.5 |
 JZ3304| CC9088 OSBORN RM 1                          28.949 METERS 06130     |
 JZ3304| CC9087 OSBORN AZ MK                                       0672015.4 |
 JZ3304| JZ3305 OSBORN RM A                          27.943 METERS 08207     |
 JZ3304| CC9089 OSBORN RM 2                          61.966 METERS 13945     |
 JZ3304| JZ3303 RUSHVILLE SE IND PWR STK            APPROX.11.3 KM 1604621.5 |
 JZ3304| JZ3302 RUSHVILLE RUSH CO CTHSE TWR         APPROX.11.5 KM 1624632.0 |
 JZ3304| JZ3301 RUSHVILLE CITY LT PWR STK           APPROX.11.2 KM 1663050.8 |
 JZ3304| JZ3387 MORRISTOWN MUNICIPAL TANK           APPROX.18.4 KM 2583402.3 |
 JZ3304| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX.25.9 KM 2893900.4 |
 JZ3304| JZ3381 KNIGHTSTOWN APT AWY BCN 3           APPROX.11.5 KM 3272226.5 |
 JZ3304| JZ3382 KNIGHTSTOWN SOLDIERS TANK           APPROX. 7.6 KM 3352509.7 |
 JZ3304| JZ3383 KNIGHTSTOWN IND SOLDIERS STK        APPROX. 7.6 KM 3355351.6 |
 JZ3304|---------------------------------------------------------------------|
 JZ3304
 JZ3304                          SUPERSEDED SURVEY CONTROL
 JZ3304
 JZ3304  NAD 83(1995)-  39 42 23.43629(N)    085 29 00.91252(W) AD(       ) 1
 JZ3304  NAD 83(1986)-  39 42 23.43676(N)    085 29 00.91777(W) AD(       ) 1
 JZ3304  NAD 27      -  39 42 23.27400(N)    085 29 01.01600(W) AD(       ) 1
 JZ3304  NGVD 29 (07/19/86)  303.4    (m)          995.     (f) VERT ANG       
 JZ3304
 JZ3304.Superseded values are not recommended for survey control.
 JZ3304
 JZ3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3304.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3304
 JZ3304_MARKER: DS = TRIANGULATION STATION DISK
 JZ3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3304_STAMPING: OSBORN 1939
 JZ3304_MARK LOGO: CGS
 JZ3304_PROJECTION: FLUSH
 JZ3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3304+STABILITY: SURFACE MOTION
 JZ3304
 JZ3304  HISTORY     - Date     Condition        Report By
 JZ3304  HISTORY     - 1939     MONUMENTED       CGS
 JZ3304  HISTORY     - 1970     GOOD             NGS
 JZ3304
 JZ3304                          STATION DESCRIPTION
 JZ3304
 JZ3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3304'ABOUT 9.7 MILES NORTH BY WEST FROM RUSHVILLE, 2.3 MILES WEST AND 0.5
 JZ3304'MILE NORTH OF SEXTON RAILROAD STATION, AT THE SOUTHEAST CORNER
 JZ3304'OF A GRAVEL-ROAD INTERSECTION ON PROPERTY OWNED AND OCCUPIED BY MR.
 JZ3304'LUTHER BURBANK, IN A PASTURE LOT, 56 FEET SOUTH OF THE CENTER
 JZ3304'LINE OF THE EAST-WEST ROAD, 44 FEET SOUTH OF THE FENCE LINE, 82 FEET
 JZ3304'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AND 69 FEET
 JZ3304'EAST OF THE FENCE LINE.  THE MARK IS STAMPED OSBORN, 1939 AND IS
 JZ3304'FLUSH WITH THE GROUND.
 JZ3304'
 JZ3304'TO REACH FROM THE RUSHVILLE COURTHOUSE, GO NORTH ON STATE HIGHWAY 3
 JZ3304'FOR 6.4 MILES TO CROSS ROAD AND SIGN SEXTON 1 MI.,
 JZ3304'TURN LEFT WEST AND GO 0.8 MILE TO A JOGGED CROSS ROAD, TURN RIGHT
 JZ3304'NORTH AND GO 0.45 MILE TO A T-ROAD LEFT, TURN LEFT, WEST
 JZ3304'AND GO 1.0 MI. TO A T-ROAD NORTH* AND CONTINUE WEST FOR 0.55 MILE TO
 JZ3304'STATION IN PASTURE AT SOUTHEAST CORNER OF CROSS ROAD.
 JZ3304'
 JZ3304'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3304'DISKS SET IN CONCRETE.
 JZ3304'
 JZ3304'REFERENCE MARK NO.1 IS EAST-NORTHEAST OF STATION, IN THE PASTURE, 13
 JZ3304'FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 14 FEET EAST OF A
 JZ3304'POWER LINE POLE, AND 1 FOOT SOUTH OF FENCE. IT IS STAMPED OSBORN
 JZ3304'NO.1, 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3304'
 JZ3304'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, AT THE SOUTHWEST CORNER
 JZ3304'OF CHICKEN HOUSE, IS STAMPED OSBORN NO. 2, 1939 AND PROJECTS
 JZ3304'5 INCHES ABOVE GROUND.
 JZ3304'
 JZ3304'AZIMUTH MARK IS EAST-NORTHEAST OF STATION, ON THE WEST SIDE OF A
 JZ3304'GRAVEL ROAD, 18 FEET WEST OF THE CENTER LINE OF ROAD, 1 FOOT
 JZ3304'WEST OF WIRE FENCE AND 12 FEET NORTH OF A POWER-LINE POLE LETTERED
 JZ3304'LB-38-7-30. MARK IS STAMPED OSBORN, 1939 AND PROJECTS 3 INCHES
 JZ3304'ABOVE GROUND.
 JZ3304'
 JZ3304'TO REACH AZIMUTH MARK FROM THIS POINT, T-ROAD NORTH, GO 0.2 MILE
 JZ3304'NORTH.
 JZ3304'
 JZ3304'HEIGHT OF LIGHT ABOVE STATION MARK-41 METERS.
 JZ3304
 JZ3304                          STATION RECOVERY (1970)
 JZ3304
 JZ3304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3304'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 JZ3304'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND THE
 JZ3304'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1939
 JZ3304'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 JZ3304'
 JZ3304'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF RALEIGH, 6-1/2
 JZ3304'MILES NORTH-NORTHWEST OF RUSHVILLE, 5-1/2 MILES SOUTHWEST OF
 JZ3304'CARTHAGE, 1 MILE NORTH OF OCCIDENT AND ON PROPERTY OWNED AND
 JZ3304'OCCUPIED BY MR. HARRY TUMILTY.
 JZ3304'
 JZ3304'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JZ3304'SQUARE IN RUSHVILLE, GO NORTH ON STATE HIGHWAY 3 FOR 6.75 MILES TO
 JZ3304'A CROSSROAD.  TURN LEFT AND GO WEST ON THE SURFACED ROAD FOR 0.9
 JZ3304'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 JZ3304'SURFACED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JZ3304'WEST ON THE SURFACED ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.  (TO
 JZ3304'REACH THE AZIMUTH MARK GO NORTH ON THE SURFACED ROAD FOR 0.2
 JZ3304'MILE TO THE MARK ON THE LEFT.) CONTINUE AHEAD WEST ON THE
 JZ3304'SURFACED ROAD FOR 0.55 MILE TO A GATE ON THE LEFT AND THE STATION AS
 JZ3304'DESCRIBED.
 JZ3304'
 JZ3304'THE STATION MARK IS A STANDARD DISK STAMPED OSBORN 1939, SET IN THE
 JZ3304'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 JZ3304'GROUND SURFACE.  IT IS 80.8 FEET SOUTHEAST OF THE NORTHWEST CORNER
 JZ3304'OF THE HOG LOT, 49.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 JZ3304'WITH SIGN ATTACHED AND 43.5 FEET SOUTH OF THE EAST GATE POST.
 JZ3304'
 JZ3304'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OSBORN NO 1 1939, SET IN
 JZ3304'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 JZ3304'ABOVE THE GROUND SURFACE.  IT IS 61.6 FEET EAST OF A METAL WITNESS
 JZ3304'POST WITH SIGN ATTACHED, 17.5 FEET SOUTH OF THE CENTER OF THE
 JZ3304'EAST-WEST SURFACED ROAD AND 1 FOOT SOUTH OF A FENCE.
 JZ3304'
 JZ3304'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OSBORN NO 2 1939, SET IN
 JZ3304'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 JZ3304'ABOVE THE GROUND SURFACE.  IT IS AT THE SOUTHEAST CORNER OF A
 JZ3304'CHICKEN HOUSE.
 JZ3304'
 JZ3304'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OSBORN 1939, SET IN THE
 JZ3304'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 JZ3304'ABOVE THE GROUND SURFACE.  IT IS 17 FEET WEST OF THE CENTER OF A
 JZ3304'GRAVELED ROAD, 12.3 FEET NORTH-NORTHWEST OF POWER POLE NUMBER LB
 JZ3304'38 730, 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 JZ3304'ATTACHED AND 0.7 FOOT WEST OF A NORTH-SOUTH FENCE.
 JZ3304'
 JZ3304'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 JZ3304'
 JZ3304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 JZ3304'OCCIDENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2018 ***********************************************************************
 HZ2018  DESIGNATION -  OSBORN
 HZ2018  PID         -  HZ2018
 HZ2018  STATE/COUNTY-  IN/SWITZERLAND
 HZ2018  COUNTRY     -  US
 HZ2018  USGS QUAD   -  CARROLLTON (2019)
 HZ2018
 HZ2018                         *CURRENT SURVEY CONTROL
 HZ2018  ______________________________________________________________________
 HZ2018* NAD 83(1997) POSITION- 38 42 02.88539(N) 085 11 24.53026(W)   ADJUSTED
 HZ2018* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 HZ2018  ______________________________________________________________________
 HZ2018  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 HZ2018  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 HZ2018  HORZ ORDER      -  THIRD
 HZ2018
 HZ2018.The horizontal coordinates were established by classical geodetic methods
 HZ2018.and adjusted by the National Geodetic Survey in May 1999.
 HZ2018
 HZ2018.The orthometric height was scaled from a topographic map.
 HZ2018
 HZ2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2018.GEOID18 height accuracy estimate available here.
 HZ2018
 HZ2018.Click photographs - Photos may exist for this station.
 HZ2018
 HZ2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2018
 HZ2018. The following values were computed from the NAD 83(1997) position.
 HZ2018
 HZ2018;                    North         East     Units Scale Factor Converg.
 HZ2018;SPC IN E     -   383,390.364   141,451.167   MT  0.99998782   +0 17 52.6
 HZ2018;SPC IN E     - 1,257,839.89    464,077.70   sFT  0.99998782   +0 17 52.6
 HZ2018;SPC KY1Z     - 1,262,903.907 1,548,701.731   MT  1.00000841   +0 20 37.4
 HZ2018;SPC KY1Z     - 4,143,377.23  5,081,032.26   sFT  1.00000841   +0 20 37.4
 HZ2018;SPC KY N     -   133,704.486   418,220.386   MT  0.99997036   -0 35 05.4
 HZ2018;SPC KY N     -   438,662.13  1,372,111.38   sFT  0.99997036   -0 35 05.4
 HZ2018;UTM  16      - 4,285,129.527   657,381.969   MT  0.99990502   +1 07 54.7
 HZ2018
 HZ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2018!SPC IN E     -   0.99996596  x   0.99998782  =   0.99995378
 HZ2018!SPC KY1Z     -   0.99996596  x   1.00000841  =   0.99997437
 HZ2018!SPC KY N     -   0.99996596  x   0.99997036  =   0.99993632
 HZ2018!UTM  16      -   0.99996596  x   0.99990502  =   0.99987099
 HZ2018
 HZ2018:                Primary Azimuth Mark                     Grid Az
 HZ2018:SPC IN E     -  OSBORN AZ MK                             224 49 06.6
 HZ2018:SPC KY1Z     -  OSBORN AZ MK                             224 46 21.8
 HZ2018:SPC KY N     -  OSBORN AZ MK                             225 42 04.6
 HZ2018:UTM  16      -  OSBORN AZ MK                             223 59 04.5
 HZ2018
 HZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5738185129(NAD 83)
 HZ2018
 HZ2018|---------------------------------------------------------------------|
 HZ2018| PID    Reference Object                     Distance      Geod. Az  |
 HZ2018|                                                           dddmmss.s |
 HZ2018| CG9573 OSBORN RM 1                          22.671 METERS 01550     |
 HZ2018| CG9574 OSBORN RM 2                          22.781 METERS 12742     |
 HZ2018| HZ2019 CARROLLTON FURN MFG CO TANK         APPROX. 3.0 KM 1645717.5 |
 HZ2018| HZ1037 OSBORN AZ MK                        APPROX. 0.9 KM 2250659.2 |
 HZ2018|---------------------------------------------------------------------|
 HZ2018
 HZ2018                          SUPERSEDED SURVEY CONTROL
 HZ2018
 HZ2018  NAD 83(1995)-  38 42 02.88550(N)    085 11 24.53011(W) AD(       ) 3
 HZ2018  NAD 83(1993)-  38 42 02.88595(N)    085 11 24.53118(W) AD(       ) 3
 HZ2018  NAD 83(1986)-  38 42 02.88742(N)    085 11 24.53818(W) AD(       ) 3
 HZ2018  NAD 27      -  38 42 02.66200(N)    085 11 24.70700(W) AD(       ) 3
 HZ2018
 HZ2018.Superseded values are not recommended for survey control.
 HZ2018
 HZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2018.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2018
 HZ2018_MARKER: DS = TRIANGULATION STATION DISK
 HZ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2018_STAMPING: OSBORN 1947
 HZ2018_MARK LOGO: CGS
 HZ2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2018+STABILITY: SURFACE MOTION
 HZ2018
 HZ2018  HISTORY     - Date     Condition        Report By
 HZ2018  HISTORY     - 1947     MONUMENTED       CGS
 HZ2018
 HZ2018                          STATION DESCRIPTION
 HZ2018
 HZ2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2018'STATION IS ABOUT 1 MILE NORTH-NORTHWEST OF LAMB, ON PROPERTY OF
 HZ2018'WALTER OSBORN, AT THE WEST END OF A SMALL APPLE ORCHARD,
 HZ2018'ABOUT 100 YARDS WEST OF A LARGE BARN, ABOUT 60 FEET EAST OF THE STONE
 HZ2018'CHIMNEY AND CELLAR OF A BURNED DOWN FARMHOUSE, 30 FEET EAST OF
 HZ2018'THREE LARGE SHADE TREES WHICH ARE LOCATED IN THE FRONT YARD OF THE
 HZ2018'OLD HOUSE SITE, 10 FEET NORTH OF THE NORTH EDGE OF A FIELD, AND
 HZ2018'10 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES,
 HZ2018'AND THE DISK IS STAMPED OSBORN 1947.
 HZ2018'
 HZ2018'REFERENCE MARK NO. 1 IS 74.38 FEET NORTH-NORTHEAST OF THE STATION AND
 HZ2018'1 FOOT EAST OF A FENCE CORNER. THE MARK PROJECTS 6 INCHES,
 HZ2018'AND THE DISK IS STAMPED OSBORN NO 1 1947.
 HZ2018'
 HZ2018'REFERENCE MARK NO. 2 IS 74.74 FEET SOUTHEAST OF THE STATION AND 31
 HZ2018'FEET SOUTHWEST OF A 12-INCH APPLE TREE. THE MARK PROJECTS 1
 HZ2018'INCH, AND THE DISK IS STAMPED OSBORN NO 2 1947.
 HZ2018'
 HZ2018'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE STATION, 0.7 MILE
 HZ2018'WEST FROM THE HALFWAY HOUSE IN LAMB VIA STATE HIGHWAY 56, 30
 HZ2018'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 HZ2018'TELEPHONE POLE, AND 2 FEET NORTHEAST OF A WHITE WITNESS POST. THE
 HZ2018'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED OSBORN 1947.
 HZ2018'
 HZ2018'TO REACH FROM THE HALFWAY HOUSE IN LAMB, GO EAST ON STATE HIGHWAY 56
 HZ2018'FOR 0.3 MILE TO A SMALL SIDE ROAD LEFT, TURN LEFT AND GO 0.3
 HZ2018'MILE TO A ROAD FORK, TURN LEFT AND GO UP HILL ON ROUGH ROAD FOR 0.6
 HZ2018'MILE TO A ROAD FORK, TURN LEFT AND GO 0.3 MILE TO A LARGE BARN,
 HZ2018'THEN TURN RIGHT ON A LANE AND GO 0.1 MILE TO STATION ON LEFT.
 HZ2018'
 HZ2018'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1037 ***********************************************************************
 HZ1037  DESIGNATION -  OSBORN AZ MK
 HZ1037  PID         -  HZ1037
 HZ1037  STATE/COUNTY-  IN/SWITZERLAND
 HZ1037  COUNTRY     -  US
 HZ1037  USGS QUAD   -  CARROLLTON (2019)
 HZ1037
 HZ1037                         *CURRENT SURVEY CONTROL
 HZ1037  ______________________________________________________________________
 HZ1037* NAD 83(1997) POSITION- 38 41 41.30037(N) 085 11 52.18394(W)   ADJUSTED
 HZ1037* NAVD 88 ORTHO HEIGHT -   147.192 (meters)      482.91  (feet) ADJUSTED
 HZ1037  ______________________________________________________________________
 HZ1037  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 HZ1037  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 HZ1037  DYNAMIC HEIGHT  -        147.096 (meters)      482.60  (feet) COMP
 HZ1037  MODELED GRAVITY -    979,971.0   (mgal)                       NAVD 88
 HZ1037
 HZ1037  HORZ ORDER      -  THIRD
 HZ1037  VERT ORDER      -  FIRST     CLASS II
 HZ1037
 HZ1037.The horizontal coordinates were established by classical geodetic methods
 HZ1037.and adjusted by the National Geodetic Survey in May 1999.
 HZ1037
 HZ1037.The orthometric height was determined by differential leveling and
 HZ1037.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1037.in June 1991.
 HZ1037
 HZ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1037.GEOID18 height accuracy estimate available here.
 HZ1037
 HZ1037.Click photographs - Photos may exist for this station.
 HZ1037
 HZ1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1037
 HZ1037.The dynamic height is computed by dividing the NAVD 88
 HZ1037.geopotential number by the normal gravity value computed on the
 HZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1037.degrees latitude (g = 980.6199 gals.).
 HZ1037
 HZ1037.The modeled gravity was interpolated from observed gravity values.
 HZ1037
 HZ1037. The following values were computed from the NAD 83(1997) position.
 HZ1037
 HZ1037;                    North         East     Units Scale Factor Converg.
 HZ1037;SPC IN E     -   382,721.338   140,786.368   MT  0.99998714   +0 17 35.2
 HZ1037;SPC IN E     - 1,255,644.92    461,896.61   sFT  0.99998714   +0 17 35.2
 HZ1037;SPC KY1Z     - 1,262,234.336 1,548,037.455   MT  1.00000690   +0 20 20.4
 HZ1037;SPC KY1Z     - 4,141,180.48  5,078,852.88   sFT  1.00000690   +0 20 20.4
 HZ1037;SPC KY N     -   133,045.793   417,545.371   MT  0.99996994   -0 35 22.6
 HZ1037;SPC KY N     -   436,501.07  1,369,896.77   sFT  0.99996994   -0 35 22.6
 HZ1037;UTM  16      - 4,284,450.954   656,727.032   MT  0.99990249   +1 07 36.8
 HZ1037
 HZ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1037!SPC IN E     -   0.99998222  x   0.99998714  =   0.99996936
 HZ1037!SPC KY1Z     -   0.99998222  x   1.00000690  =   0.99998912
 HZ1037!SPC KY N     -   0.99998222  x   0.99996994  =   0.99995216
 HZ1037!UTM  16      -   0.99998222  x   0.99990249  =   0.99988471
 HZ1037
 HZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5672784450(NAD 83)
 HZ1037
 HZ1037                          SUPERSEDED SURVEY CONTROL
 HZ1037
 HZ1037  NAD 83(1995)-  38 41 41.30046(N)    085 11 52.18386(W) AD(       ) 3
 HZ1037  NAD 83(1993)-  38 41 41.30090(N)    085 11 52.18490(W) AD(       ) 3
 HZ1037  NAD 83(1986)-  38 41 41.30249(N)    085 11 52.19186(W) AD(       ) 3
 HZ1037  NAD 27      -  38 41 41.08000(N)    085 11 52.36000(W) AD(       ) 3
 HZ1037  NGVD 29 (??/??/92)  147.368  (m)          483.49   (f) ADJ UNCH    1 2
 HZ1037
 HZ1037.Superseded values are not recommended for survey control.
 HZ1037
 HZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1037.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1037
 HZ1037_MARKER: DZ = AZIMUTH MARK DISK
 HZ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1037_STAMPING: OSBORN 1947
 HZ1037_MARK LOGO: CGS
 HZ1037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1037+STABILITY: SURFACE MOTION
 HZ1037
 HZ1037  HISTORY     - Date     Condition        Report By
 HZ1037  HISTORY     - 1947     MONUMENTED       CGS
 HZ1037  HISTORY     - 1963     GOOD             AEROS
 HZ1037  HISTORY     - 1965     GOOD             CGS
 HZ1037  HISTORY     - 19800321 GOOD             NGS
 HZ1037  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HZ1037
 HZ1037                          STATION DESCRIPTION
 HZ1037
 HZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1037'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF STATION OSBORN, 0.7
 HZ1037'MILE WEST FROM THE HALFWAY HOUSE IN LAMB VIA STATE HIGHWAY 56, 30
 HZ1037'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 HZ1037'TELEPHONE POLE, AND 2 FEET NORTHEAST OF A WHITE WITNESS POST. THE
 HZ1037'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED OSBORN 1947.
 HZ1037
 HZ1037                          STATION RECOVERY (1963)
 HZ1037
 HZ1037'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ1037'OSBORNE-1947 RECOVERED AS DESCRIBED.
 HZ1037
 HZ1037                          STATION RECOVERY (1965)
 HZ1037
 HZ1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1037'8.6 MI SW FROM VEVAY.
 HZ1037'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1037'AT VEVAY, IN SECTION 21, T 3 N, R 12 E, ABOUT 0.75 MILE NORTHWEST
 HZ1037'OF THE HALF WAY HOUSE AT LAMB, ABOUT 0.25 MILE EAST OF THE
 HZ1037'JEFFERSON AND SWITZERLAND COUNTY LINE, 30 FEET NORTH OF THE CENTER
 HZ1037'LINE OF THE HIGHWAY, 119 FEET WEST OF THE PROJECTED CENTER LINE
 HZ1037'OF A PRIVATE ROAD LEADING SOUTH, 11 FEET NORTH OF A TELEPHONE POLE,
 HZ1037'10 FEET NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST,
 HZ1037'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1037'POST PROJECTING 6 INCHES.
 HZ1037
 HZ1037                          STATION RECOVERY (1980)
 HZ1037
 HZ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ1037'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---OSBORN
 HZ1037'1947---.  IT IS 29 FT (8.8 M) N OF CENTER LINE OF HIGHWAY, 11 FT (3.4
 HZ1037'M) NE OF A TELEPHONE POLE AND 1 FT (0.3 M) E OF A METAL WITNESS POST.
 HZ1037'THE MARK PROJECTS 4 INCHES.  TO REACH THE OSBORN AZIMUTH MARK FROM THE
 HZ1037'STATION, GO E ON HIGHWAY 56 FOR 0.5 MILE (0.8 KM) TO MARK ON LEFT, N
 HZ1037'SIDE OF HIGHWAY.
 HZ1037
 HZ1037                          STATION RECOVERY (2023)
 HZ1037
 HZ1037'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1939 ***********************************************************************
 JA1939  DESIGNATION -  OSBORN RESET
 JA1939  PID         -  JA1939
 JA1939  STATE/COUNTY-  IN/MARTIN
 JA1939  COUNTRY     -  US
 JA1939  USGS QUAD   -  ODON (2019)
 JA1939
 JA1939                         *CURRENT SURVEY CONTROL
 JA1939  ______________________________________________________________________
 JA1939* NAD 83(1997) POSITION- 38 51 23.50000(N) 086 52 35.96729(W)   ADJUSTED
 JA1939* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 JA1939  ______________________________________________________________________
 JA1939  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 JA1939  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JA1939  HORZ ORDER      -  FIRST
 JA1939
 JA1939.The horizontal coordinates were established by classical geodetic methods
 JA1939.and adjusted by the National Geodetic Survey in May 1999.
 JA1939
 JA1939.The orthometric height was scaled from a topographic map.
 JA1939
 JA1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1939.GEOID18 height accuracy estimate available here.
 JA1939
 JA1939.Click photographs - Photos may exist for this station.
 JA1939
 JA1939.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1939
 JA1939. The following values were computed from the NAD 83(1997) position.
 JA1939
 JA1939;                    North         East     Units Scale Factor Converg.
 JA1939;SPC IN W     -   400,589.680   917,939.088   MT  0.99997063   +0 07 46.8
 JA1939;SPC IN W     - 1,314,267.98  3,011,605.16   sFT  0.99997063   +0 07 46.8
 JA1939;UTM  16      - 4,300,862.740   510,701.974   MT  0.99960141   +0 04 38.6
 JA1939
 JA1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1939!SPC IN W     -   0.99996955  x   0.99997063  =   0.99994018
 JA1939!UTM  16      -   0.99996955  x   0.99960141  =   0.99957097
 JA1939
 JA1939:                Primary Azimuth Mark                     Grid Az
 JA1939:SPC IN W     -  CAVANAUGH                                200 23 55.2
 JA1939:UTM  16      -  CAVANAUGH                                200 27 03.4
 JA1939
 JA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1070100862(NAD 83)
 JA1939
 JA1939|---------------------------------------------------------------------|
 JA1939| PID    Reference Object                     Distance      Geod. Az  |
 JA1939|                                                           dddmmss.s |
 JA1939| CG9570 OSBORN RM EAST                       30.492 METERS 06816     |
 JA1939| CG9567 OSBORN AZ MK                                       1922940.2 |
 JA1939| JA1926 CAVANAUGH                           APPROX.29.8 KM 2003142.0 |
 JA1939| CG9569 OSBORN RM 1                          34.735 METERS 32824     |
 JA1939| CG9568 OSBORN AZ MK OLD                                   3554507.6 |
 JA1939|---------------------------------------------------------------------|
 JA1939
 JA1939                          SUPERSEDED SURVEY CONTROL
 JA1939
 JA1939  NAD 83(1986)-  38 51 23.50620(N)    086 52 35.96725(W) AD(       ) 1
 JA1939  NAD 27      -  38 51 23.33100(N)    086 52 35.94800(W) AD(       ) 1
 JA1939  USSD        -  38 51 23.45600(N)    086 52 35.79400(W) AD(       ) 3
 JA1939
 JA1939.Superseded values are not recommended for survey control.
 JA1939
 JA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1939.See file dsdata.pdf to determine how the superseded data were derived.
 JA1939
 JA1939_MARKER: DS = TRIANGULATION STATION DISK
 JA1939_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JA1939_STAMPING: OSBORN 1886 1934
 JA1939_MARK LOGO: CGS
 JA1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1939
 JA1939  HISTORY     - Date     Condition        Report By
 JA1939  HISTORY     - 1886     MONUMENTED       CGS
 JA1939  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JA1939  HISTORY     - 1935     GOOD             CGS
 JA1939  HISTORY     - 1946     GOOD             CGS
 JA1939
 JA1939                          STATION DESCRIPTION
 JA1939
 JA1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (GAF)
 JA1939'ABOUT 4 MILES SOUTH AND 1 MILE EAST OF SCOTLAND, IN THE NORTHWEST
 JA1939'CORNER OF THE SW 0.25 NE 0.25 SEC 20, T 5 N, R 4 W, ON THE TOP OF A
 JA1939'HILL ON LAND OWNED BY JAMES OSBORN.  THERE IS A ROAD WHICH MARKS A
 JA1939'RIGHT-ANGLED BEND TO THE NORTH A SHORT DISTANCE SOUTHWEST OF THE
 JA1939'STATION AND ANOTHER RIGHT-ANGLED BEND TO THE EAST JUST NORTHWEST OF
 JA1939'THE STATION.
 JA1939'
 JA1939'THE HOME OF H T SUMMERVILLE IS ON THE WEST SIDE OF THE NORTH-AND-SOUTH
 JA1939'SECTION OF THIS ROAD ABOUT 100 METERS WEST OF THE STATION.  THE
 JA1939'STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 JA1939'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U S C AND G S.
 JA1939'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6
 JA1939'INCHES LONG MARKED WITH THE RAISED LETTERS U S C S.  THE THREE
 JA1939'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES LONG.
 JA1939'
 JA1939'THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND MAGNETIC
 JA1939'BEARINGS FROM THE STATION-NEAR THE FENCE EAST OF THE STATION, 30.5
 JA1939'METERS N 70 DEGREE 30 MIN E, NEAR THE CORNER OF THE FIELD WHERE THE
 JA1939'TWO FENCE LINES INTERSECT, 56.2 METERS S 43 DEGREE 45 MIN E, AND NEAR
 JA1939'THE FENCE LINE WEST OF THE STATION, 65.4 METERS S 23 DEGREE 30 MIN W.
 JA1939
 JA1939                          STATION RECOVERY (1934)
 JA1939
 JA1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1939'THE STATION MARK WAS RECOVERED, BUT THE TOP HAD BEEN BADLY CHIPPED AND
 JA1939'BATTERED, THE OLD MARK WAS REMOVED AND A STANDARD DISK CEMENTED IN THE
 JA1939'TOP OF AN IRREGULAR MASS OF CONCRETE OVER THE CENTER OF THE
 JA1939'UNDERGROUND MARK.  THE OLD REFERENCE MARK DESCRIBED AS BEING N 70 DEG
 JA1939'30 MIN E AND 30.5 METERS DISTANT WAS RECOVERED AND SET IN A CIRCULAR
 JA1939'MASS OF CONCRETE, THE OTHER REFERENCE MARKS HAD BEEN DESTROYED.  TWO
 JA1939'NEW REFERENCE MARKS, REFERENCE MARK NO 1 AND AZIMUTH MARK, WERE
 JA1939'ESTABLISHED.
 JA1939'
 JA1939'LOCATED ON THE HIGHEST POINT AND NEAR THE NORTHERN END OF A HILL,
 JA1939'FORMERLY OWNED BY JAMES OSBORN, BUT NOW OWNED BY ALFRED MARSHALL,
 JA1939'ABOUT 2.5 MILES NORTH-NORTHEAST OF BURNS CITY AND 6.5 MILES
 JA1939'EAST-NORTHEAST OF ODON.  THE STATION IS IN THE CLEARED AREA, 60 FEET
 JA1939'SOUTH OF THE CENTER LINE OF MAIN ROAD, AND 90 FEET WEST OF WOODS LINE.
 JA1939'
 JA1939'TO REACH FROM THE MAIN CROSSROADS AT BURNS CITY, GO EAST ON STATE
 JA1939'HIGHWAY 58 FOR 3.0 MILES AND TURN SHARP LEFT UP HILL AT ROAD FORKS,
 JA1939'PROCEED 0.8 MILE TO A T-ROAD RIGHT, TURN RIGHT AND CONTINUE 0.3 MILE,
 JA1939'KEEP STRAIGHT AHEAD AT A T-ROAD LEFT, PROCEED 0.3 MILE TO THE TOP OF
 JA1939'RIDGE AND STATION.
 JA1939'
 JA1939'REFERENCE MARK NO 1, IS NORTH-NORTHWEST OF STATION ON THE DOWNWARD
 JA1939'SLOPE OF HILL, 54 FEET NORTH-NORTHWEST OF THE CENTER LINE OF MAIN
 JA1939'ROAD.
 JA1939'
 JA1939'REFERENCE MARK NO 2 IS EAST-NORTHWEST OF STATION AT EDGE OF RIDGE, 10
 JA1939'FEET EAST OF WOODS LINE.
 JA1939'
 JA1939'AZIMUTH MARK, IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF STATION ON WEST
 JA1939'BANK OF ROAD, 16 FEET NORTH OF 24-INCH WILD CHERRY TREE, AND 17 FEET
 JA1939'WEST OF CENTER LINE OF ROAD.
 JA1939'
 JA1939'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1939
 JA1939                          STATION RECOVERY (1935)
 JA1939
 JA1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1939'ALL ORIGINAL REFERENCE STONES ARE MISSING.  OTHER DETAILS OF THE
 JA1939'DESCRIPTION APPLY.  A DRY-WEATHER CLAY ROAD LEADS NORTH FROM BURNS
 JA1939'CITY (ON STATE HIGHWAY 58) TO THIS STATION, DISTANCE ABOUT 2.25 MILES.
 JA1939'
 JA1939'TO REACH FROM BURNS CITY, GO ON STATE HIGHWAY 58 TO A POINT 3 MILES
 JA1939'NORTHEAST, THEN BY GRAVEL ROAD TO LEFT ABOUT 1.25 MILES, THEN BY DIRT
 JA1939'ROAD TO RIGHT ABOUT 0.5 MILE TO TOP OF HILL IN FRONT OF THE HOUSE
 JA1939'WHERE H T SUMMERVILLE LIVED AT THE TIME THE STATION WAS ESTABLISHED.
 JA1939'FROM THIS POINT ORIGINAL ROAD TO THE NORTH HAS BEEN ABANDONED AND
 JA1939'TRAVEL IS BY A WINDING ROAD TO THE NORTHEAST.  THE STATION IS ABOUT
 JA1939'100 METER EAST OF THE ROAD.
 JA1939'
 JA1939'THE STATION WAS OCCUPIED IN 1934 AND HAS BEEN RE-MARKED.
 JA1939
 JA1939                          STATION RECOVERY (1946)
 JA1939
 JA1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1939'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND 1945.  ALL
 JA1939'REFERENCE MARKS AND THE AZIMUTH MARK HAVE BEEN DESTROYED DUE TO
 JA1939'EXTENSIVE CONSTRUCTION WORK.
 JA1939'
 JA1939'THE STATION MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR MASS OF
 JA1939'CONCRETE.  IT IS 1.760 METERS (5.775 FEET) SOUTH OF OSBORN RM NO 3
 JA1939'1946 AND 4 FEET NORTH OF THE NORTH EDGE OF AN EXCAVATION.  THE MARK IS
 JA1939'FLUSH WITH THE GROUND AND THE DISK IS STAMPED OSBORN 1886 1934.
 JA1939'
 JA1939'IT WAS IMPOSSIBLE TO OCCUPY THIS POINT DUE TO THE EXCAVATION MADE BY
 JA1939'THE CONSTRUCTION WORK, AND ALL OBSERVATIONS WERE MADE FOR OSBORN RM NO
 JA1939'3 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1940 ***********************************************************************
 JA1940  DESIGNATION -  OSBORN RM 3
 JA1940  PID         -  JA1940
 JA1940  STATE/COUNTY-  IN/MARTIN
 JA1940  COUNTRY     -  US
 JA1940  USGS QUAD   -  ODON (2019)
 JA1940
 JA1940                         *CURRENT SURVEY CONTROL
 JA1940  ______________________________________________________________________
 JA1940* NAD 83(1997) POSITION- 38 51 23.54848(N) 086 52 35.92878(W)   ADJUSTED
 JA1940* NAVD 88 ORTHO HEIGHT -   226.82  (+/-2cm)      744.2   (feet) VERTCON3
 JA1940  ______________________________________________________________________
 JA1940  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 JA1940  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JA1940  HORZ ORDER      -  FIRST
 JA1940  VERT ORDER      -  THIRD ? (See Below)
 JA1940
 JA1940.The horizontal coordinates were established by classical geodetic methods
 JA1940.and adjusted by the National Geodetic Survey in May 1999.
 JA1940
 JA1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1940
 JA1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1940.GEOID18 height accuracy estimate available here.
 JA1940
 JA1940.The vertical order pertains to the NGVD 29 superseded value.
 JA1940
 JA1940.Click photographs - Photos may exist for this station.
 JA1940
 JA1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1940
 JA1940. The following values were computed from the NAD 83(1997) position.
 JA1940
 JA1940;                    North         East     Units Scale Factor Converg.
 JA1940;SPC IN W     -   400,591.177   917,940.013   MT  0.99997063   +0 07 46.8
 JA1940;SPC IN W     - 1,314,272.89  3,011,608.19   sFT  0.99997063   +0 07 46.8
 JA1940;UTM  16      - 4,300,864.235   510,702.900   MT  0.99960141   +0 04 38.6
 JA1940
 JA1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1940!SPC IN W     -   0.99996956  x   0.99997063  =   0.99994019
 JA1940!UTM  16      -   0.99996956  x   0.99960141  =   0.99957098
 JA1940
 JA1940:                Primary Azimuth Mark                     Grid Az
 JA1940:SPC IN W     -  OSBORN AZ MK RESET                       353 09 58.5
 JA1940:UTM  16      -  OSBORN AZ MK RESET                       353 13 06.7
 JA1940
 JA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1070200864(NAD 83)
 JA1940
 JA1940|---------------------------------------------------------------------|
 JA1940| PID    Reference Object                     Distance      Geod. Az  |
 JA1940|                                                           dddmmss.s |
 JA1940| JA1929 CRANE NAVAL DEPOT WATER TANK 5      APPROX. 5.7 KM 0220347.9 |
 JA1940| CG9571 OSBORN RM 1 RESET                    32.318 METERS 03951     |
 JA1940| JA1931 CRANE NAVAL DEPOT WATER TANK 1      APPROX. 3.4 KM 0581043.5 |
 JA1940| JA1935 CRANE NAVAL DEPOT WATER TANK 2      APPROX. 5.7 KM 0694824.0 |
 JA1940| JA1934 CRANE NAVAL DEPOT WATER TANK 3      APPROX. 4.1 KM 0915630.7 |
 JA1940| JA1930 CRANE NAVAL DEPOT WATER TANK 4      APPROX. 1.8 KM 1160913.7 |
 JA1940| CG9572 OSBORN RM 2 RESET                    21.272 METERS 30301     |
 JA1940| CG9575 OSBORN AZ MK RESET                                 3531745.3 |
 JA1940|---------------------------------------------------------------------|
 JA1940
 JA1940                          SUPERSEDED SURVEY CONTROL
 JA1940
 JA1940  NAD 83(1986)-  38 51 23.55474(N)    086 52 35.92869(W) AD(       ) 1
 JA1940  NAD 27      -  38 51 23.37900(N)    086 52 35.91000(W) AD(       ) 1
 JA1940  NGVD 29             226.94   (m)          744.6    (f) LEVELING    3  
 JA1940
 JA1940.Superseded values are not recommended for survey control.
 JA1940
 JA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1940.See file dsdata.pdf to determine how the superseded data were derived.
 JA1940
 JA1940_MARKER: DR = REFERENCE MARK DISK
 JA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1940_STAMPING: OSBORN RM NO 3 1946
 JA1940_MARK LOGO: CGS
 JA1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1940+STABILITY: SURFACE MOTION
 JA1940
 JA1940  HISTORY     - Date     Condition        Report By
 JA1940  HISTORY     - 1946     MONUMENTED       CGS
 JA1940  HISTORY     - 1957     GOOD             CGS
 JA1940
 JA1940                          STATION DESCRIPTION
 JA1940
 JA1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1940'THE STATION IS ABOUT 3 MILES NORTHEAST OF BURNS CITY IN THE U S NAVAL
 JA1940'AMMUNITION DEPOT, CRANE BASE, AND ABOUT 1 MILE NORTHWEST OF A
 JA1940'PROMINENT WATER TOWER THAT IS BUILT OVER AND AROUND AN OLD FOREST
 JA1940'SERVICE LOOKOUT TOWER, ABOUT 210 FEET NORTHEAST OF THE NORTHEAST
 JA1940'CORNER OF MAGAZINE NUMBER 569, AND IT IS 13 FEET NORTH OF THE NORTH
 JA1940'EDGE OF AN EXCAVATION FOR A BAR PIT.  THE MARK PROJECTS 6 INCHES AND
 JA1940'THE DISK IS STAMPED OSBORN RM NO 3 1946.
 JA1940'
 JA1940'REFERENCE MARK NO 1 IS 106.03 FEET NORTHEAST OF THE STATION, AND 14
 JA1940'FEET NORTHWEST OF A 26-INCH BLACK OAK TREE.  THE MARK PROJECTS 8
 JA1940'INCHES AND THE DISK IS STAMPED OSBORN NO 1 1946.
 JA1940'
 JA1940'REFERENCE MARK NO 2 IS 69.79 FEET NORTHEAST OF THE STATION, ABOUT 190
 JA1940'FEET NORTH OF THE NORTHEAST CORNER OF MAGAZINE NUMBER 569, AND 26 FEET
 JA1940'SOUTHEAST OF AN 18-INCH BLACK OAK TREE.  THE MARK PROJECTS 2 INCHES
 JA1940'AND THE DISK IS STAMPED OSBORN NO 2 1946.
 JA1940'
 JA1940'THE AZIMUTH MARK IS NORTH OF THE STATION, 31 FEET WEST OF THE
 JA1940'CENTERLINE OF A GRAVELED ROAD, AND 2.5 FEET SOUTH OF A WITNESS POST.
 JA1940'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OSBORN 1946.
 JA1940'
 JA1940'TO REACH THE STATION FROM GATE NO 2 AT BURNS CITY, GO NORTHEAST ON
 JA1940'MAIN ROAD FOR 1.1 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON MAIN
 JA1940'ROAD FOR 0.8 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH 0.5
 JA1940'MILE TO A POINT JUST NORTH OF RAILROAD SECTION HOUSE NO 2.  HERE GO
 JA1940'LEFT OR WEST FOR 0.1 MILE CROSSING TWO RAILROAD TRACKS, THENCE RIGHT
 JA1940'ON GRAVEL ROAD FOR 0.6 MILE TO A POINT WHERE RAILROAD AND GRAVELED
 JA1940'ROAD MAKE A CURVE TO THE LEFT, THENCE RIGHT ACROSS TRACKS ON A TRACK
 JA1940'ROAD FOR 0.4 MILE TO MAGAZINE NO 569, THENCE RIGHT AROUND THE NORTH
 JA1940'SIDE OF THE MAGAZINE FOR 0.1 MILE TO THE NORTH EDGE OF AN EXCAVATION
 JA1940'AND THE STATION.
 JA1940'
 JA1940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FROM MAGAZINE NO
 JA1940'569 ON A DIM TRACK ROAD TO A MAIN GRAVELED ROAD, THENCE RIGHT ON
 JA1940'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1940'
 JA1940'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1940
 JA1940                          STATION RECOVERY (1957)
 JA1940
 JA1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JA1940'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 JA1940'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 JA1940'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3305 ***********************************************************************
 JZ3305  DESIGNATION -  OSBORN RM A
 JZ3305  PID         -  JZ3305
 JZ3305  STATE/COUNTY-  IN/RUSH
 JZ3305  COUNTRY     -  US
 JZ3305  USGS QUAD   -  MAYS (2019)
 JZ3305
 JZ3305                         *CURRENT SURVEY CONTROL
 JZ3305  ______________________________________________________________________
 JZ3305* NAD 83(1997) POSITION- 39 42 23.55984(N) 085 28 59.74221(W)   ADJUSTED
 JZ3305* NAVD 88 ORTHO HEIGHT -   303.2   (meters)      995.    (feet) VERTCON3
 JZ3305  ______________________________________________________________________
 JZ3305  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JZ3305  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JZ3305  HORZ ORDER      -  FIRST
 JZ3305
 JZ3305.The horizontal coordinates were established by classical geodetic methods
 JZ3305.and adjusted by the National Geodetic Survey in May 1999.
 JZ3305
 JZ3305.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3305
 JZ3305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3305.GEOID18 height accuracy estimate available here.
 JZ3305
 JZ3305.Click photographs - Photos may exist for this station.
 JZ3305
 JZ3305.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3305
 JZ3305. The following values were computed from the NAD 83(1997) position.
 JZ3305
 JZ3305;                    North         East     Units Scale Factor Converg.
 JZ3305;SPC IN E     -   494,951.897   115,727.973   MT  0.99996971   +0 07 01.8
 JZ3305;SPC IN E     - 1,623,854.68    379,684.19   sFT  0.99996971   +0 07 01.8
 JZ3305;UTM  16      - 4,396,286.955   630,023.660   MT  0.99980814   +0 58 08.8
 JZ3305
 JZ3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3305!SPC IN E     -   0.99995777  x   0.99996971  =   0.99992748
 JZ3305!UTM  16      -   0.99995777  x   0.99980814  =   0.99976592
 JZ3305
 JZ3305:                Primary Azimuth Mark                     Grid Az
 JZ3305:SPC IN E     -  BOGUE RM 4                               012 31 50.4
 JZ3305:UTM  16      -  BOGUE RM 4                               011 40 43.4
 JZ3305
 JZ3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3002396286(NAD 83)
 JZ3305
 JZ3305|---------------------------------------------------------------------|
 JZ3305| PID    Reference Object                     Distance      Geod. Az  |
 JZ3305|                                                           dddmmss.s |
 JZ3305| JZ3317 BOGUE RM 4                          APPROX.13.5 KM 0123852.2 |
 JZ3305| JZ3301 RUSHVILLE CITY LT PWR STK           APPROX.11.2 KM 1663925.4 |
 JZ3305|---------------------------------------------------------------------|
 JZ3305
 JZ3305                          SUPERSEDED SURVEY CONTROL
 JZ3305
 JZ3305  NAD 83(1995)-  39 42 23.56044(N)    085 28 59.75058(W) AD(       ) 1
 JZ3305  NAD 83(1986)-  39 42 23.56089(N)    085 28 59.75608(W) AD(       ) 1
 JZ3305  NAD 27      -  39 42 23.39811(N)    085 28 59.85411(W) AD(       ) 1
 JZ3305  NGVD 29 (07/19/86)  303.3    (m)          995.     (f) VERT ANG       
 JZ3305
 JZ3305.Superseded values are not recommended for survey control.
 JZ3305
 JZ3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3305.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3305
 JZ3305_MARKER: DS = TRIANGULATION STATION DISK
 JZ3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3305_STAMPING: OSBORN RM A 1970
 JZ3305_MARK LOGO: CGS
 JZ3305_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3305+STABILITY: SURFACE MOTION
 JZ3305
 JZ3305  HISTORY     - Date     Condition        Report By
 JZ3305  HISTORY     - 1970     MONUMENTED       NGS
 JZ3305
 JZ3305                          STATION DESCRIPTION
 JZ3305
 JZ3305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3305'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF RALEIGH, 6-1/2
 JZ3305'MILES NORTH-NORTHWEST OF RUSHVILLE, 5-1/2 MILES SOUTHWEST OF
 JZ3305'CARTHAGE, 1 MILE NORTH OF OCCIDENT AND ON PROPERTY OWNED AND
 JZ3305'OCCUPIED BY MR. HARRY TUMILTY.
 JZ3305'
 JZ3305'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 JZ3305'STAMPED OSBORN RM A 1970, SET IN THE TOP OF A ROUND CONCRETE
 JZ3305'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS 12 INCHES BELOW
 JZ3305'THE GROUND SURFACE.  IT IS 76 FEET EAST-SOUTHEAST OF A METAL
 JZ3305'WITNESS POST WITH SIGN ATTACHED, 43 FEET WEST OF A NORTH-SOUTH
 JZ3305'FENCE, 40 FEET SOUTH-SOUTHEAST OF A POWER POLE AND 34 FEET
 JZ3305'SOUTH OF A EAST-WEST FENCE.
 JZ3305'
 JZ3305'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OSBORN
 JZ3305'1939 WITH THE DISTANCE (REDUCED TO SEA LEVEL).
 JZ3305'1939.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3333 ***********************************************************************
 JZ3333  DESIGNATION -  OSGOOD MUNICIPAL TANK
 JZ3333  PID         -  JZ3333
 JZ3333  STATE/COUNTY-  IN/RIPLEY
 JZ3333  COUNTRY     -  US
 JZ3333  USGS QUAD   -  OSGOOD (2019)
 JZ3333
 JZ3333                         *CURRENT SURVEY CONTROL
 JZ3333  ______________________________________________________________________
 JZ3333* NAD 83(1997) POSITION- 39 07 39.42173(N) 085 17 42.51460(W)   ADJUSTED
 JZ3333  ______________________________________________________________________
 JZ3333  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 JZ3333  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 JZ3333  HORZ ORDER      -  THIRD
 JZ3333
 JZ3333.The horizontal coordinates were established by classical geodetic methods
 JZ3333.and adjusted by the National Geodetic Survey in May 1999.
 JZ3333
 JZ3333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3333.GEOID18 height accuracy estimate available here.
 JZ3333
 JZ3333.Click photographs - Photos may exist for this station.
 JZ3333
 JZ3333.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3333
 JZ3333. The following values were computed from the NAD 83(1997) position.
 JZ3333
 JZ3333;                    North         East     Units Scale Factor Converg.
 JZ3333;SPC IN E     -   430,729.181   132,124.846   MT  0.99997937   +0 14 04.0
 JZ3333;SPC IN E     - 1,413,150.65    433,479.60   sFT  0.99997937   +0 14 04.0
 JZ3333;UTM  16      - 4,332,322.327   647,365.482   MT  0.99986740   +1 04 33.8
 JZ3333
 JZ3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4736532322(NAD 83)
 JZ3333
 JZ3333                          SUPERSEDED SURVEY CONTROL
 JZ3333
 JZ3333  NAD 83(1995)-  39 07 39.42468(N)    085 17 42.51342(W) AD(       ) 3
 JZ3333  NAD 83(1993)-  39 07 39.42575(N)    085 17 42.51653(W) AD(       ) 3
 JZ3333  NAD 83(1986)-  39 07 39.42365(N)    085 17 42.51664(W) AD(       ) 3
 JZ3333  NAD 27      -  39 07 39.21900(N)    085 17 42.65700(W) AD(       ) 3
 JZ3333
 JZ3333.Superseded values are not recommended for survey control.
 JZ3333
 JZ3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3333.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3333
 JZ3333_MARKER: 53 = ELEVATED TANK
 JZ3333
 JZ3333  HISTORY     - Date     Condition        Report By
 JZ3333  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3333
 JZ3333                          STATION DESCRIPTION
 JZ3333
 JZ3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ3333'THE MUNICIPAL WATER TANK LOCATED ON THE WEST SIDE OF THE TOWN OF
 JZ3333'OSGOOD, INDIANA. IT HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH, A
 JZ3333'VERTICAL SECTION ABOUT 30 FEET HIGH, PAINTED SILVER, AND A CONICAL
 JZ3333'ROOF WITH A BALL AT ITS APEX. THE TANK WAS BUILT IN 1928, AND
 JZ3333'ITS TOTAL HEIGHT IS 120 FEET.
 JZ3333'
 JZ3333'A U.S. COAST AND GEODIC SURVEY BENCH MARK STAMPED NO. P 93 1938 IS
 JZ3333'SET IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3334 ***********************************************************************
 JZ3334  DESIGNATION -  OSGOOD ST JOHNS CATH CH SPIRE
 JZ3334  PID         -  JZ3334
 JZ3334  STATE/COUNTY-  IN/RIPLEY
 JZ3334  COUNTRY     -  US
 JZ3334  USGS QUAD   -  OSGOOD (2019)
 JZ3334
 JZ3334                         *CURRENT SURVEY CONTROL
 JZ3334  ______________________________________________________________________
 JZ3334* NAD 83(1997) POSITION- 39 07 59.47775(N) 085 17 19.62800(W)   ADJUSTED
 JZ3334  ______________________________________________________________________
 JZ3334  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 JZ3334  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 JZ3334  HORZ ORDER      -  THIRD
 JZ3334
 JZ3334.The horizontal coordinates were established by classical geodetic methods
 JZ3334.and adjusted by the National Geodetic Survey in May 1999.
 JZ3334
 JZ3334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3334.GEOID18 height accuracy estimate available here.
 JZ3334
 JZ3334.Click photographs - Photos may exist for this station.
 JZ3334
 JZ3334.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3334
 JZ3334. The following values were computed from the NAD 83(1997) position.
 JZ3334
 JZ3334;                    North         East     Units Scale Factor Converg.
 JZ3334;SPC IN E     -   431,349.926   132,671.983   MT  0.99997981   +0 14 18.6
 JZ3334;SPC IN E     - 1,415,187.22    435,274.66   sFT  0.99997981   +0 14 18.6
 JZ3334;UTM  16      - 4,332,950.972   647,903.382   MT  0.99986936   +1 04 48.7
 JZ3334
 JZ3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4790332950(NAD 83)
 JZ3334
 JZ3334                          SUPERSEDED SURVEY CONTROL
 JZ3334
 JZ3334  NAD 83(1995)-  39 07 59.47909(N)    085 17 19.62673(W) AD(       ) 3
 JZ3334  NAD 83(1993)-  39 07 59.48052(N)    085 17 19.62986(W) AD(       ) 3
 JZ3334  NAD 83(1986)-  39 07 59.47948(N)    085 17 19.62989(W) AD(       ) 3
 JZ3334  NAD 27      -  39 07 59.29000(N)    085 17 19.77000(W) AD(       ) 3
 JZ3334
 JZ3334.Superseded values are not recommended for survey control.
 JZ3334
 JZ3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3334.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3334
 JZ3334_MARKER: 90 = CHURCH SPIRE
 JZ3334
 JZ3334  HISTORY     - Date     Condition        Report By
 JZ3334  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3334
 JZ3334                          STATION DESCRIPTION
 JZ3334
 JZ3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3334'SPIRE ON ST. JOHNS CATHOLIC CHURCH, A RED-BRICK BUILDING WITH A
 JZ3334'RED-BRICK TOWER, LOCATED ON THE WEST SIDE OF MAIN STREET IN THE
 JZ3334'VILLAGE OF OSGOOD. THE TOWER HAS A RED-SHINGLED DOME WITH A SLENDER
 JZ3334'ROD AT ITS APEX. THE TOTAL HEIGHT IS ABOUT 80 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2001 ***********************************************************************
 LA2001  DESIGNATION -  OSSIAN
 LA2001  PID         -  LA2001
 LA2001  STATE/COUNTY-  IN/WELLS
 LA2001  COUNTRY     -  US
 LA2001  USGS QUAD   -  OSSIAN (2019)
 LA2001
 LA2001                         *CURRENT SURVEY CONTROL
 LA2001  ______________________________________________________________________
 LA2001* NAD 83(1997) POSITION- 40 52 41.49746(N) 085 09 50.09096(W)   ADJUSTED
 LA2001* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 LA2001  ______________________________________________________________________
 LA2001  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 LA2001  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 LA2001  HORZ ORDER      -  THIRD
 LA2001
 LA2001.The horizontal coordinates were established by classical geodetic methods
 LA2001.and adjusted by the National Geodetic Survey in May 1999.
 LA2001
 LA2001.The orthometric height was scaled from a topographic map.
 LA2001
 LA2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2001.GEOID18 height accuracy estimate available here.
 LA2001
 LA2001.Click photographs - Photos may exist for this station.
 LA2001
 LA2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2001
 LA2001. The following values were computed from the NAD 83(1997) position.
 LA2001
 LA2001;                    North         East     Units Scale Factor Converg.
 LA2001;SPC IN E     -   625,153.404   142,375.617   MT  0.99998876   +0 19 44.5
 LA2001;SPC IN E     - 2,051,024.13    467,110.67   sFT  0.99998876   +0 19 44.5
 LA2001;UTM  16      - 4,526,858.129   654,705.409   MT  0.99989458   +1 12 06.7
 LA2001
 LA2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2001!SPC IN E     -   0.99996513  x   0.99998876  =   0.99995389
 LA2001!UTM  16      -   0.99996513  x   0.99989458  =   0.99985972
 LA2001
 LA2001:                Primary Azimuth Mark                     Grid Az
 LA2001:SPC IN E     -  OSSIAN AZ MK                             160 18 46.3
 LA2001:UTM  16      -  OSSIAN AZ MK                             159 26 24.1
 LA2001
 LA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5470526858(NAD 83)
 LA2001
 LA2001|---------------------------------------------------------------------|
 LA2001| PID    Reference Object                     Distance      Geod. Az  |
 LA2001|                                                           dddmmss.s |
 LA2001| LA2000 OSSIAN MUNICIPAL TANK                42.504 METERS 00545     |
 LA2001| CC9091 OSSIAN RM 1                          27.698 METERS 01030     |
 LA2001| CC9092 OSSIAN RM 2                          27.362 METERS 10319     |
 LA2001| CC9090 OSSIAN AZ MK                                       1603830.8 |
 LA2001|---------------------------------------------------------------------|
 LA2001
 LA2001                          SUPERSEDED SURVEY CONTROL
 LA2001
 LA2001  NAD 83(1995)-  40 52 41.49710(N)    085 09 50.09611(W) AD(       ) 3
 LA2001  NAD 83(1986)-  40 52 41.49994(N)    085 09 50.10582(W) AD(       ) 3
 LA2001  NAD 27      -  40 52 41.31900(N)    085 09 50.21520(W) AD(       ) 3
 LA2001
 LA2001.Superseded values are not recommended for survey control.
 LA2001
 LA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2001.See file dsdata.pdf to determine how the superseded data were derived.
 LA2001
 LA2001_MARKER: DS = TRIANGULATION STATION DISK
 LA2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2001_STAMPING: OSSIAN 1955
 LA2001_MARK LOGO: CGS
 LA2001_PROJECTION: FLUSH
 LA2001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2001+STABILITY: SURFACE MOTION
 LA2001
 LA2001  HISTORY     - Date     Condition        Report By
 LA2001  HISTORY     - 1955     MONUMENTED       CGS
 LA2001  HISTORY     - 1963     GOOD             CGS
 LA2001  HISTORY     - 19810321 GOOD             NGS
 LA2001
 LA2001                          STATION DESCRIPTION
 LA2001
 LA2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2001'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF OSSIAN, NEAR THE CITY
 LA2001'WATER TANK.  IT IS ABOUT 400
 LA2001'FEET EAST OF THE SCHOOL GYMNASIUM AND 49 FEET SOUTH OF A POWERLINE
 LA2001'POLE.
 LA2001'
 LA2001'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2001'OSSIAN 1955.
 LA2001'
 LA2001'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2001'OSSIAN NO 1 1955.
 LA2001'
 LA2001'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2001'OSSIAN NO 2 1955.
 LA2001'
 LA2001'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2
 LA2001'FEET NORTH OF A 4 IN BY 4 IN
 LA2001'WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE CORNER.  THE MARK
 LA2001'PROJECTS 4 INCHES, AND THE DISK IS
 LA2001'STAMPED OSSIAN 1955.
 LA2001'
 LA2001'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE,
 LA2001'TURN LEFT AND GO WEST FOR 0.1
 LA2001'MILE TO STATE HIGHWAY 1, TURN LEFT ON THE HIGHWAY FOR 0.35 MILE TO A
 LA2001'GRAVELED ROAD ON THE LEFT (JUST
 LA2001'SOUTH OF THE CEMETERY), TURN LEFT AND GO EAST FOR 0.3
 LA2001'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2001'
 LA2001'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2001
 LA2001                          STATION RECOVERY (1963)
 LA2001
 LA2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2001'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 LA2001'THAT THE TILTED NO. 2 R.M. WAS REPLACED AT ORIGINAL DISTANCE FROM
 LA2001'THE STATION.
 LA2001'
 LA2001'ABOUT 0.15 MILE E ALONG THE MAIN E-W STREET IN OSSIAN FROM ITS
 LA2001'INTERSECTION WITH NO. 1 INDIANA HWY., THENCE ABOUT 0.2 MILE S ON
 LA2001'TRACK ROAD TO THE STATION, 139.45 FEET (42.504 METERS) S OF THE
 LA2001'CENTER OF THE ELEVATED MUNICIPAL WATER TANK, AND ON THE PROJECTED
 LA2001'LINE OF THE MOST WLY POINTS OF THE BOTTOMS OF THE TWO WLY STEEL
 LA2001'LEGS OF THE TANK, STANDARD DISKS ARE STAMPED OSSIAN 1955 AND SET
 LA2001'IN NOTES MARKS, THE UPPER MARK FLUSH.
 LA2001'
 LA2001'REFERENCE STAMPED OSSIAN NO 1 1955, FLUSH, IS 90.81 FEET OR 27.679
 LA2001'METERS N OF STATION, 35.7 FEET SE OF S CORNER OF TOP OF SW CONCRETE
 LA2001'FOUNDATION FOOTING, AND 34.3 SW OF S CORNER OF THE SE FOOTING OF
 LA2001'THE WATER TANK.
 LA2001'
 LA2001'REFERENCE STAMPED OSSIAN NO 2 1955, FLUSH, IS 89.77 FEET OR 27.362
 LA2001'METERS E OF STATION, 93.3 FEET SW OF SW CORNER OF 12- BY 28-FOOT
 LA2001'BRICK PUMP HOUSE, AND 56.5 FEET S OF THE PROJECTED PLANE OF THE S
 LA2001'WALL OF SAME.
 LA2001'
 LA2001'AZIMUTH MARK STAMPED OSSIAN 1955, PROJECTS 0.7 FOOT, IS ABOUT 0.4
 LA2001'MILE SSE OF STATION, 0.25 MILE E OF NO. 1 INDIANA HWY., 21 FEET N OF
 LA2001'CENTER LINE OF NO. 900 N 20-FOOT ASPHALT COUNTY ROAD, 1.5 FEET W OF
 LA2001'LINE OF FENCE AND TELEPHONE POLES FROM THE N, ON CREST OF A RIDGE,
 LA2001'AND 1.5 FEET NW OF STEEL WITNESS POST.
 LA2001
 LA2001                          STATION RECOVERY (1981)
 LA2001
 LA2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LA2001'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 LA2001'MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  THE LINE OF SIGHT TO
 LA2001'THE AZIMUTH MARK WAS OBSTRUCTED BY DENSE GROWTH AND POISON IVY AT THE
 LA2001'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN
 LA2001'THE SOUTHEAST EDGE OF OSSIAN, NEAR THE MUNICIPAL WATER TANK, ON CITY
 LA2001'PROPERTY, 48 FT (14.6 M) SOUTH OF A POWER POLE, 121 FT (36.9 M) SOUTH
 LA2001'OF SOUTHWEST LEG OF WATER TANK, 126 FT (38.4 M) SOUTHWEST OF THE
 LA2001'SOUTHEAST LEG OF THE WATER TANK, 114 SOUTHWEST OF THE SOUTHWEST CORNER
 LA2001'OF A FRAME BUILDING AND 169 FT (51.5 M) SOUTHWEST OF THE SOUTHWEST
 LA2001'CORNER OF A SMALL BRICK BUILDING.  THE MONUMENT PROJECTS 1 INCH AND
 LA2001'THE DISK IS STAMPED---OSSIAN 1955---.  REFERENCE MARK 1 IS 28.5 FT
 LA2001'(8.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME BUILDING, 36 FT
 LA2001'(11.0 M) SOUTHWEST OF THE SOUTHEAST LEG OF THE TANK, AND 37 FT (11.3
 LA2001'M) SOUTHEAST OF THE SOUTHWEST LEG OF THE TANK.  THE MONUMENT IS FLUSH
 LA2001'AND THE DISK IS STAMPED---OSSIAN NO 1 1955---. REFERENCE MARK 2 IS 154
 LA2001'FT (46.9 M) SOUTHEAST OF THE SOUTHEAST LEG OF THE TANK AND 93 FT (28.3
 LA2001'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING, THE
 LA2001'MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED---OSSIAN NO 2
 LA2001'1955---.  THE AZIMUTH MARK IS 2 FT (0.6 M) NORTHWEST OF A METAL
 LA2001'WITNESS POST, 1 FOOT (0.3 M) NORTHWEST OF A FENCE CORNER, 21 FT (6.4
 LA2001'M) NORTH OF CENERTLINE OF PAVED ROAD AND IN A NORTH-SOUTH FENCE LINE.
 LA2001'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---OSSIAN
 LA2001'1955---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2000 ***********************************************************************
 LA2000  DESIGNATION -  OSSIAN MUNICIPAL TANK
 LA2000  PID         -  LA2000
 LA2000  STATE/COUNTY-  IN/WELLS
 LA2000  COUNTRY     -  US
 LA2000  USGS QUAD   -  OSSIAN (2019)
 LA2000
 LA2000                         *CURRENT SURVEY CONTROL
 LA2000  ______________________________________________________________________
 LA2000* NAD 83(1997) POSITION- 40 52 42.86842(N) 085 09 49.90923(W)   ADJUSTED
 LA2000* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LA2000  ______________________________________________________________________
 LA2000  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 LA2000  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 LA2000  HORZ ORDER      -  THIRD
 LA2000
 LA2000.The horizontal coordinates were established by classical geodetic methods
 LA2000.and adjusted by the National Geodetic Survey in May 1999.
 LA2000
 LA2000.The orthometric height was scaled from a topographic map.
 LA2000
 LA2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2000.GEOID18 height accuracy estimate available here.
 LA2000
 LA2000.Click photographs - Photos may exist for this station.
 LA2000
 LA2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2000
 LA2000. The following values were computed from the NAD 83(1997) position.
 LA2000
 LA2000;                    North         East     Units Scale Factor Converg.
 LA2000;SPC IN E     -   625,195.719   142,379.629   MT  0.99998876   +0 19 44.6
 LA2000;SPC IN E     - 2,051,162.95    467,123.83   sFT  0.99998876   +0 19 44.6
 LA2000;UTM  16      - 4,526,900.495   654,708.775   MT  0.99989460   +1 12 06.9
 LA2000
 LA2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2000!SPC IN E     -   0.99996529  x   0.99998876  =   0.99995405
 LA2000!UTM  16      -   0.99996529  x   0.99989460  =   0.99985989
 LA2000
 LA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5470826900(NAD 83)
 LA2000
 LA2000                          SUPERSEDED SURVEY CONTROL
 LA2000
 LA2000  NAD 83(1995)-  40 52 42.86807(N)    085 09 49.91439(W) AD(       ) 3
 LA2000  NAD 83(1986)-  40 52 42.87085(N)    085 09 49.92340(W) AD(       ) 3
 LA2000  NAD 27      -  40 52 42.69000(N)    085 09 50.03400(W) AD(       ) 3
 LA2000
 LA2000.Superseded values are not recommended for survey control.
 LA2000
 LA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2000.See file dsdata.pdf to determine how the superseded data were derived.
 LA2000
 LA2000_MARKER: 53 = ELEVATED TANK
 LA2000
 LA2000  HISTORY     - Date     Condition        Report By
 LA2000  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2000  HISTORY     - 1963     GOOD             CGS
 LA2000
 LA2000                          STATION DESCRIPTION
 LA2000
 LA2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2000'STATION IS LOCATED IN THE EAST EDGE OF OSSIAN, ONE BLOCK SOUTH
 LA2000'OF THE
 LA2000'INTERSECTION OF MILLER AND LEFEVER STREETS AND 0.1 MILE EAST OF THE
 LA2000'SCHOOL.
 LA2000'
 LA2000'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS 130 FEET
 LA2000'HIGH WITH A STANDPIPE DOWN
 LA2000'THE CENTER.
 LA2000'
 LA2000'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OSSIAN AND
 LA2000'THE DISTANCE WAS FOUND TO BE
 LA2000'139.45 FEET (42.504 METERS).  THE POINT TRAVERSED TO AND OBSERVED ON
 LA2000'WAS THE CENTER OF THE STANDPIPE.
 LA2000
 LA2000                          STATION RECOVERY (1963)
 LA2000
 LA2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2000'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED ABOUT 0.2 MILE
 LA2000'E ALONG CRAIG ST. FROM ITS INTERSECTION WITH NO. 1 INDIANA HWY. AT
 LA2000'THE MAIN CORNER IN OSSIAN, AND THENCE 0.2 MILE S ON MELCHING DRIVE
 LA2000'(NOW ONLY A TRACK ROAD AND APPARENTLY SUBJECT TO NAME CHANGING), A
 LA2000'FOUR-LEGGED WITH CENTRAL FEED-PIPE CASING FORMING A FIFTH
 LA2000'SUPPORT, CYLINDRICAL, CONICAL TOPPED, HEMISPHERICAL BOTTOM, STEEL
 LA2000'TANK, AN ESTIMATED 130 FEET HIGH, ON THE PRESENT SE EDGE OF THE
 LA2000'TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2445 ***********************************************************************
 ME2445  DESIGNATION -  OTIS RESET
 ME2445  PID         -  ME2445
 ME2445  STATE/COUNTY-  IN/LA PORTE
 ME2445  COUNTRY     -  US
 ME2445  USGS QUAD   -  WESTVILLE (2019)
 ME2445
 ME2445                         *CURRENT SURVEY CONTROL
 ME2445  ______________________________________________________________________
 ME2445* NAD 83(1997) POSITION- 41 35 18.66490(N) 086 52 35.38952(W)   ADJUSTED
 ME2445* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 ME2445  ______________________________________________________________________
 ME2445  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME2445  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 ME2445  HORZ ORDER      -  FIRST
 ME2445
 ME2445.The horizontal coordinates were established by classical geodetic methods
 ME2445.and adjusted by the National Geodetic Survey in May 1999.
 ME2445
 ME2445.The orthometric height was scaled from a topographic map.
 ME2445
 ME2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2445.GEOID18 height accuracy estimate available here.
 ME2445
 ME2445.Click photographs - Photos may exist for this station.
 ME2445
 ME2445.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2445
 ME2445. The following values were computed from the NAD 83(1997) position.
 ME2445
 ME2445;                    North         East     Units Scale Factor Converg.
 ME2445;SPC IN W     -   703,937.258   917,245.926   MT  0.99997033   +0 08 14.3
 ME2445;SPC IN W     - 2,309,500.82  3,009,331.01   sFT  0.99997033   +0 08 14.3
 ME2445;UTM  16      - 4,604,098.859   510,293.848   MT  0.99960130   +0 04 55.1
 ME2445
 ME2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2445!SPC IN W     -   0.99996344  x   0.99997033  =   0.99993377
 ME2445!UTM  16      -   0.99996344  x   0.99960130  =   0.99956475
 ME2445
 ME2445:                Primary Azimuth Mark                     Grid Az
 ME2445:SPC IN W     -  OTIS AZ MK                               344 08 40.7
 ME2445:UTM  16      -  OTIS AZ MK                               344 11 59.9
 ME2445
 ME2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1029304098(NAD 83)
 ME2445
 ME2445|---------------------------------------------------------------------|
 ME2445| PID    Reference Object                     Distance      Geod. Az  |
 ME2445|                                                           dddmmss.s |
 ME2445| CM4317 OTIS RM NE                           47.320 METERS 03843     |
 ME2445| CM3293 OTIS RM 1                            57.720 METERS 04904     |
 ME2445| ME2416 LAPORTE ALLIS CHALMERS MFG STK      APPROX.12.8 KM 0760241.3 |
 ME2445| ME2420 LAPORTE N IND PUB SER RAD MAST      APPROX.13.5 KM 0762530.6 |
 ME2445| ME2425 LAPORTE N IND PUB SER STACK         APPROX.13.2 KM 0775129.6 |
 ME2445| ME2450 WESTVILLE MUNICIPAL TANK            APPROX. 5.5 KM 1995017.3 |
 ME2445| CM4318 OTIS RM NW                           49.360 METERS 31526     |
 ME2445| CM4316 OTIS RM 2                                          32211     |
 ME2445| CM3292 OTIS AZ MK                                         3441655.0 |
 ME2445|---------------------------------------------------------------------|
 ME2445
 ME2445                          SUPERSEDED SURVEY CONTROL
 ME2445
 ME2445  NAD 83(1994)-  41 35 18.66922(N)    086 52 35.39343(W) AD(       ) 1
 ME2445  NAD 83(1986)-  41 35 18.66896(N)    086 52 35.39338(W) AD(       ) 1
 ME2445  NAD 27      -  41 35 18.51920(N)    086 52 35.29630(W) AD(       ) 1
 ME2445  USSD        -  41 35 18.60100(N)    086 52 35.17700(W) AD(       ) 3
 ME2445
 ME2445.Superseded values are not recommended for survey control.
 ME2445
 ME2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2445.See file dsdata.pdf to determine how the superseded data were derived.
 ME2445
 ME2445_MARKER: DS = TRIANGULATION STATION DISK
 ME2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2445_STAMPING: OTIS USLS 1874 1948
 ME2445_MARK LOGO: CGS
 ME2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2445+STABILITY: SURFACE MOTION
 ME2445
 ME2445  HISTORY     - Date     Condition        Report By
 ME2445  HISTORY     - 1874     MONUMENTED       USLS
 ME2445  HISTORY     - 1935     GOOD             CGS
 ME2445  HISTORY     - 1935     GOOD             CGS
 ME2445  HISTORY     - 1948     GOOD             CGS
 ME2445  HISTORY     - 1952     GOOD             CGS
 ME2445
 ME2445                          STATION DESCRIPTION
 ME2445
 ME2445'DESCRIBED BY US LAKE SURVEY 1874
 ME2445'IN SEC. 10, T. 36 N., R. 4 W., 36 METERS (118 FEET) SOUTH OF AN EAST
 ME2445'-AND-WEST ROAD, AND 63.5 METERS (208 FEET) EAST OF THE SECTION LINE
 ME2445'BETWEEN SECTION 9 AND 10.  THE STATION IS MARKED BY A 1/2-INCH DRILL
 ME2445'HOLE IN A CUT STONE 6 BY 6 BY 24 INCHES, SET VERTICALLY IN THE GROUND
 ME2445'WITH THE TOP ABOUT 3 FEET BELOW THE SURFACE AND DIRECTLY ABOVE THIS IS
 ME2445'ANOTHER STONE RISING TO WITHIN 6 INCHES OF THE SURFACE.  TWO REFERENCE
 ME2445'STONES ARE SET IN THE ROAD NORTH OF THE STATION, ONE IS N. 45 DEG W.
 ME2445'DISTANT 49.36 METERS (161.9 FEET)  AND THE OTHER IS N. 38 DEG 30 MIN
 ME2445'E. DISTANT 49M32 METERS (155.2 FEET)  THE CORNER OF SECTIONS 3, 4, 9,
 ME2445'AND 10 BEARS N. 9 DEG 08 MIN 25 SEC W., DISTANT 441.7 METERS (1449
 ME2445'FEET).
 ME2445
 ME2445                          STATION RECOVERY (1935)
 ME2445
 ME2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 ME2445'ALL DETAILS OF ORIGINAL DESCRIPTION APPLY.  ALL REFERENCE STONES IN
 ME2445'PLACE IN GOOD CONDITION.  STATION MARK IS 34 INCHES BELOW SURFACE, NO
 ME2445'PILOT.
 ME2445'
 ME2445'ADD TO DESCRIPTION- 1.8 MILES NORTH OF THE INTERSECTION OF STATE
 ME2445'HIGHWAY 2 AND STATE HIGHWAY 43, 1 MILE EAST OF HIGHWAY 43 ON DIRT
 ME2445'ROAD, TO SECTION LINE, REFERENCE STONES ARE ON ROADSIDE OF HEDGE
 ME2445'FENCE, 35 YARDS AND 120 YARDS EAST OF SECTION LINE.  STATION NOW IN
 ME2445'CULTIVATED LAND.
 ME2445
 ME2445                          STATION RECOVERY (1935)
 ME2445
 ME2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 ME2445'UNDERGROUND STATION MARK AND TWO REFERENCE MARKS RECOVERED AS
 ME2445'DESCRIBED IN SPECIAL PUBLICATION NO. 79, P. 56.
 ME2445'
 ME2445'THE STATION IS LOCATED ABOUT 4.6 MILES BY ROAD NORTHWARD OF WESTVILLE,
 ME2445'2.0 MILES NORTH OF STATE HIGHWAY 2, ON SOUTH SIDE OF A GRAVEL ROAD, AT
 ME2445'HIGHEST POINT OF PASTURE OWNED BY MR. KOLASINSKI WHO LIVES 0.5 MILE
 ME2445'WEST OF STATION ON SOUTH SIDE OF ROAD AND WHO GRANTED PERMISSION TO
 ME2445'ERECT TOWER.  GROUND WILL PROBABLY BE IN CULTIVATION NEXT YEAR.
 ME2445'PAYMENT FOR DAMAGE TO CROP WILL BE EXPECTED.
 ME2445'
 ME2445'TO REACH FROM JUNCTION OF STATE HIGHWAYS 2 AND 43 IN WESTVILLE, GO
 ME2445'NORTH AND EAST ON HIGHWAY 2 FOR 2.5 MILES, OR 1.4 MILES EAST OF CORNER
 ME2445'WHERE HIGHWAY 2 TURNS FROM NORTH TO EAST, TO CROSS ROAD.  HERE TURN
 ME2445'NORTH ON ROCK ROAD AND GO 2.0 MILES TO CROSS ROAD.  TURN WEST AT CROSS
 ME2445'ROAD AND GO 0.1 MILE TO STATION ON SOUTH SIDE OF ROAD.
 ME2445'
 ME2445'THE UNDERGROUND MARK CONSISTS OF A 6- BY 6-INCH STONE POST WITH A
 ME2445'DRILL HOLE MARKING THE CENTER, AND IS 2.3 FEET BELOW THE SURFACE.  IT
 ME2445'IS 214.7 FEET EAST OF BARBED-WIRE SECTION-LINE FENCE, 136.5 FEET SOUTH
 ME2445'OF CENTER LINE OF GRAVEL ROAD, 118.0 FEET SOUTH OF HEDGE FENCE ON
 ME2445'SOUTH SIDE OF ROAD.
 ME2445'
 ME2445'ONE REFERENCE MARK IS N. 45 DEG W., DISTANT 161.9 FEET.  IT IS 35
 ME2445'PACES EAST OF THE SECTION-LINE FENCE AND 1 FOOT NORTH OF HEDGE FENCE
 ME2445'ON SOUTH SIDE OF EAST-WEST GRAVEL ROAD.
 ME2445'
 ME2445'THE OTHER REFERENCE MARK IS N. 38-1/2 DEG E., DISTANT 155.2 FEET.  IT
 ME2445'IS 110 PACES EAST OF SECTION-LINE FENCE AND 2 FEET NORTH OF HEDGE
 ME2445'FENCE ON SOUTH SIDE OF EAST-WEST GRAVEL ROAD.  BOTH REFERENCE MARKS
 ME2445'ARE IN THE NORTH SIDE OF THE HEDGE FENCE ON SOUTH SIDE OF EAST-WEST
 ME2445'FENCE.
 ME2445
 ME2445                          STATION RECOVERY (1948)
 ME2445
 ME2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2445'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 ME2445'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  THE
 ME2445'OLD UNDERGROUND STATION MARK WHICH IS A 4 BY 4 INCH STONE POST WITH A
 ME2445'DRILL HOLE IN THE CENTER OF THE TOP WAS HELD AS AN UNDERGROUND MARK
 ME2445'AND A SURFACE MARK WAS SET BY THIS PARTY WHICH IS 18 INCHES
 ME2445'UNDERGROUND STAMPED OTIS USLS 1874 1948.  THE OLD DESCRIPTION IS
 ME2445'ADEQUATE.
 ME2445'
 ME2445'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, IT IS 58 FEET
 ME2445'NORTHWEST OF A TELEPHONE POLE, 21 FEET WEST OF THE CENTER OF GRAVEL
 ME2445'ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 10
 ME2445'INCHES AND THE DISK IS STAMPED OTIS USLS 1874 1948.
 ME2445'
 ME2445'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD FOR
 ME2445'0.1 MILE TO A GRAVEL T-ROAD NORTH, TURN NORTH AND GO 0.3 MILE TO THE
 ME2445'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2445'
 ME2445'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2445
 ME2445                          STATION RECOVERY (1952)
 ME2445
 ME2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2445'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2445'CONDITION.  DISTANCES AND DIRECTIONS
 ME2445'TO ALL MARKS CHECKED.  AT THE PROPERTY OWNER (C. KOLASINSKI) REQUEST
 ME2445'THE USLS REFERENCE MARKS WERE
 ME2445'DESTROYED AND TWO NOW MARKS WERE SET BY THIS PARTY.  THE OLD
 ME2445'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF
 ME2445'THE FOLLOWING.
 ME2445'
 ME2445'REFERENCE MARK NO. 1 IS 189.37 FEET NORTHEAST OF THE STATION.  IT IS
 ME2445'20 FEET SOUTH OF THE CENTER OF A
 ME2445'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 ME2445'THE DISK IS STAMPED OTIS USLS NO 1
 ME2445'1952.
 ME2445'
 ME2445'REFERENCE MARK NO. 2 IS 150.91 FEET NORTHWEST OF THE STATION.  IT IS
 ME2445'20 FEET SOUTH OF THE CENTER OF THE
 ME2445'GRAVEL ROAD AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH
 ME2445'AND THE DISK IS STAMPED OTIS USLS NO
 ME2445'2 1952.
 ME2445'
 ME2445'DISTANCES AND DIRECTIONS TO REFERENCE MARKS, AZIMUTH MARK AND OBJECTS
 ME2445'VISIBLE FROM THE GROUND.
 ME2445'
 ME2445'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2318 ***********************************************************************
 HZ2318  DESIGNATION -  OTISCO
 HZ2318  PID         -  HZ2318
 HZ2318  STATE/COUNTY-  IN/CLARK
 HZ2318  COUNTRY     -  US
 HZ2318  USGS QUAD   -  OTISCO (2019)
 HZ2318
 HZ2318                         *CURRENT SURVEY CONTROL
 HZ2318  ______________________________________________________________________
 HZ2318* NAD 83(1997) POSITION- 38 32 01.73687(N) 085 40 12.64774(W)   ADJUSTED
 HZ2318* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 HZ2318  ______________________________________________________________________
 HZ2318  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 HZ2318  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 HZ2318  HORZ ORDER      -  SECOND
 HZ2318
 HZ2318.The horizontal coordinates were established by classical geodetic methods
 HZ2318.and adjusted by the National Geodetic Survey in May 1999.
 HZ2318
 HZ2318.The orthometric height was scaled from a topographic map.
 HZ2318
 HZ2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2318.GEOID18 height accuracy estimate available here.
 HZ2318
 HZ2318.Click photographs - Photos may exist for this station.
 HZ2318
 HZ2318.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2318
 HZ2318. The following values were computed from the NAD 83(1997) position.
 HZ2318
 HZ2318;                    North         East     Units Scale Factor Converg.
 HZ2318;SPC IN E     -   364,746.430    99,693.682   MT  0.99996667   -0 00 07.9
 HZ2318;SPC IN E     - 1,196,672.25    327,078.36   sFT  0.99996667   -0 00 07.9
 HZ2318;SPC KY1Z     - 1,244,224.224 1,506,959.464   MT  0.99997068   +0 02 56.4
 HZ2318;SPC KY1Z     - 4,082,092.31  4,944,082.84   sFT  0.99997068   +0 02 56.4
 HZ2318;SPC KY N     -   115,705.565   376,181.238   MT  0.99996275   -0 53 00.4
 HZ2318;SPC KY N     -   379,610.67  1,234,187.95   sFT  0.99996275   -0 53 00.4
 HZ2318;UTM  16      - 4,265,883.722   615,905.602   MT  0.99976544   +0 49 42.7
 HZ2318
 HZ2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2318!SPC IN E     -   0.99997345  x   0.99996667  =   0.99994012
 HZ2318!SPC KY1Z     -   0.99997345  x   0.99997068  =   0.99994413
 HZ2318!SPC KY N     -   0.99997345  x   0.99996275  =   0.99993620
 HZ2318!UTM  16      -   0.99997345  x   0.99976544  =   0.99973890
 HZ2318
 HZ2318:                Primary Azimuth Mark                     Grid Az
 HZ2318:SPC IN E     -  OTISCO AZ MK                             175 19 04.6
 HZ2318:SPC KY1Z     -  OTISCO AZ MK                             175 16 00.3
 HZ2318:SPC KY N     -  OTISCO AZ MK                             176 11 57.1
 HZ2318:UTM  16      -  OTISCO AZ MK                             174 29 14.0
 HZ2318
 HZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1590565883(NAD 83)
 HZ2318
 HZ2318|---------------------------------------------------------------------|
 HZ2318| PID    Reference Object                     Distance      Geod. Az  |
 HZ2318|                                                           dddmmss.s |
 HZ2318| HZ2316 CLARK S 21                           33.572 METERS 00821     |
 HZ2318| CG9577 OTISCO RM 1                           9.034 METERS 14019     |
 HZ2318| CG9576 OTISCO AZ MK                                       1751856.7 |
 HZ2318|---------------------------------------------------------------------|
 HZ2318
 HZ2318                          SUPERSEDED SURVEY CONTROL
 HZ2318
 HZ2318  NAD 83(1995)-  38 32 01.73787(N)    085 40 12.64687(W) AD(       ) 2
 HZ2318  NAD 83(1993)-  38 32 01.73781(N)    085 40 12.64678(W) AD(       ) 2
 HZ2318  NAD 83(1986)-  38 32 01.74043(N)    085 40 12.65277(W) AD(       ) 2
 HZ2318  NAD 27      -  38 32 01.51900(N)    085 40 12.78500(W) AD(       ) 2
 HZ2318
 HZ2318.Superseded values are not recommended for survey control.
 HZ2318
 HZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2318.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2318
 HZ2318_MARKER: DS = TRIANGULATION STATION DISK
 HZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2318_STAMPING: OTISCO 1947
 HZ2318_MARK LOGO: CGS
 HZ2318_PROJECTION: RECESSED 25 CENTIMETERS
 HZ2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2318+STABILITY: SURFACE MOTION
 HZ2318
 HZ2318  HISTORY     - Date     Condition        Report By
 HZ2318  HISTORY     - 1947     MONUMENTED       CGS
 HZ2318
 HZ2318                          STATION DESCRIPTION
 HZ2318
 HZ2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2318'STATION IS 6.2 MILES NORTH FROM THE INTERSECTION OF STATE HIGHWAY 3
 HZ2318'AND MAIN STREET IN CHARLESTOWN VIA HIGHWAY 3, ABOUT 1/2 MILE
 HZ2318'SOUTH OF THE SMALL VILLAGE OF OTISCO, ABOUT 200 FEET SOUTH OF THE
 HZ2318'FARMHOUSE OF MARK RANDALL, 62 FEET WEST OF THE CENTERLINE OF THE
 HZ2318'HIGHWAY, AND 17 FEET SOUTH OF THE SOUTHEAST CORNER OF WOODS AUTO
 HZ2318'SERVICE GARAGE. THE MARK IS 10 INCHES UNDERGROUND, AND THE DISK
 HZ2318'IS STAMPED OTISCO 1947.
 HZ2318'
 HZ2318'REFERENCE MARK NO. 1 IS 29.64 FEET SOUTHEAST OF THE STATION AND 44
 HZ2318'FEET WEST OF THE CENTERLINE OF THE HIGHWAY. THE MARK IS FLUSH
 HZ2318'WITH THE GROUND, AND THE DISK IS STAMPED OTISCO NO 1 1947.
 HZ2318'
 HZ2318'BM CLARK S 21 S.H.C.I. IS 110.14 FEET NORTH OF THE STATION BY A
 HZ2318'TRAVERSE CONNECTION. THIS IS A STATE HIGHWAY COMMISSION
 HZ2318'OF INDIANA SURVEY DISK SET IN A CONCRETE BLOCK. IT IS 99 FEET
 HZ2318'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RANDALL FARMHOUSE, 47
 HZ2318'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 46 FEET SOUTH OF THE
 HZ2318'APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK PROJECTS 14
 HZ2318'INCHES, AND THE DISK IS STAMPED B.M. CLARK S 21.
 HZ2318'
 HZ2318'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 40 FEET EAST OF THE
 HZ2318'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A WHITE WITNESS
 HZ2318'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED OTISCO
 HZ2318'1947.
 HZ2318'
 HZ2318'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1846 ***********************************************************************
 MD1846  DESIGNATION -  OTSEGO
 MD1846  PID         -  MD1846
 MD1846  STATE/COUNTY-  IN/STEUBEN
 MD1846  COUNTRY     -  US
 MD1846  USGS QUAD   -  HAMILTON (2019)
 MD1846
 MD1846                         *CURRENT SURVEY CONTROL
 MD1846  ______________________________________________________________________
 MD1846* NAD 83(1997) POSITION- 41 35 14.61625(N) 084 54 52.09374(W)   ADJUSTED
 MD1846* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 MD1846  ______________________________________________________________________
 MD1846  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 MD1846  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 MD1846  HORZ ORDER      -  THIRD
 MD1846
 MD1846.The horizontal coordinates were established by classical geodetic methods
 MD1846.and adjusted by the National Geodetic Survey in May 1999.
 MD1846
 MD1846.The orthometric height was scaled from a topographic map.
 MD1846
 MD1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1846.GEOID18 height accuracy estimate available here.
 MD1846
 MD1846.Click photographs - Photos may exist for this station.
 MD1846
 MD1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1846
 MD1846. The following values were computed from the NAD 83(1997) position.
 MD1846
 MD1846;                    North         East     Units Scale Factor Converg.
 MD1846;SPC IN E     -   704,064.970   162,719.118   MT  1.00001506   +0 29 57.5
 MD1846;SPC IN E     - 2,309,919.82    533,854.31   sFT  1.00001506   +0 29 57.5
 MD1846;UTM  16      - 4,606,067.097   673,834.493   MT  0.99997188   +1 23 04.7
 MD1846
 MD1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1846!SPC IN E     -   0.99995444  x   1.00001506  =   0.99996950
 MD1846!UTM  16      -   0.99995444  x   0.99997188  =   0.99992632
 MD1846
 MD1846:                Primary Azimuth Mark                     Grid Az
 MD1846:SPC IN E     -  BERLEIN                                  027 11 37.1
 MD1846:UTM  16      -  BERLEIN                                  026 18 29.9
 MD1846
 MD1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7383406067(NAD 83)
 MD1846
 MD1846|---------------------------------------------------------------------|
 MD1846| PID    Reference Object                     Distance      Geod. Az  |
 MD1846|                                                           dddmmss.s |
 MD1846| MD1853 BERLEIN                             APPROX. 5.2 KM 0274134.6 |
 MD1846| CF2778 OTSEGO AZ MK                                       0851130.0 |
 MD1846| CF2779 OTSEGO RM 1                          17.350 METERS 14949     |
 MD1846| CF2780 OTSEGO RM 2                          21.601 METERS 22029     |
 MD1846|---------------------------------------------------------------------|
 MD1846
 MD1846                          SUPERSEDED SURVEY CONTROL
 MD1846
 MD1846  NAD 83(1995)-  41 35 14.61633(N)    084 54 52.09374(W) AD(       ) 3
 MD1846  NAD 83(1994)-  41 35 14.61784(N)    084 54 52.09330(W) AD(       ) 3
 MD1846  NAD 83(1986)-  41 35 14.61744(N)    084 54 52.10794(W) AD(       ) 3
 MD1846  NAD 27      -  41 35 14.43400(N)    084 54 52.24440(W) AD(       ) 3
 MD1846
 MD1846.Superseded values are not recommended for survey control.
 MD1846
 MD1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1846.See file dsdata.pdf to determine how the superseded data were derived.
 MD1846
 MD1846_MARKER: DS = TRIANGULATION STATION DISK
 MD1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1846_STAMPING: OTSEGO 1946
 MD1846_MARK LOGO: CGS
 MD1846_PROJECTION: FLUSH
 MD1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1846+STABILITY: SURFACE MOTION
 MD1846
 MD1846  HISTORY     - Date     Condition        Report By
 MD1846  HISTORY     - 1946     MONUMENTED       CGS
 MD1846  HISTORY     - 1960     GOOD             CGS
 MD1846
 MD1846                          STATION DESCRIPTION
 MD1846
 MD1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1846'STATION IS LOCATED ON STATE HIGHWAY 1 ABOUT 3.5 MILES NORTH OF
 MD1846'HAMILTON AND ON THE LAWN
 MD1846'OF THE OTSEGO TOWNSHIP SCHOOL.  IT IS 38 FEET EAST OF THE NORTHEAST
 MD1846'CORNER OF THE SCHOOL, 47 FEET
 MD1846'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL AND 87.5 FEET
 MD1846'NORTHWEST OF THE APPROXIMATE Y-ROAD
 MD1846'INTERSECTION.  THE MARK IS FLUSH AND THE DISK IS STAMPED OTSEGO
 MD1846'1946.
 MD1846'
 MD1846'REFERENCE MARK NO. 1 IS 56.93 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1846'56 FEET WEST OF THE APPROXIMATE
 MD1846'CENTERLINES OF THE ROADS.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 MD1846'DISK IS STAMPED OTSEGO NO 1 1946.
 MD1846'
 MD1846'REFERENCE MARK NO. 2 IS 70.87 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1846'16 FEET SOUTH OF THE SOUTHEAST CORNER
 MD1846'OF THE SCHOOL AND 80 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MD1846'GRAVEL ROAD.  THE MARK IS FLUSH AND
 MD1846'THE DISK IS STAMPED OTSEGO NO 2 1946.
 MD1846'
 MD1846'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1846'STATE HIGHWAY 1 ABOUT 30 YARDS WEST
 MD1846'OF THE CURVE IN THE ROAD.
 MD1846'
 MD1846'IT IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF THE HIGHWAY.
 MD1846'THE MARK PROJECTS
 MD1846'ABOUT 8 INCHES AND THE DISK IS STAMPED OTSEGO 1946.
 MD1846'
 MD1846'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HAMILTON, GO NORTH
 MD1846'ON STATE HIGHWAY 1 FOR 4.3
 MD1846'MILES TO A BRICK SCHOOL ON THE LEFT AND STATION.
 MD1846'
 MD1846'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1846
 MD1846                          STATION RECOVERY (1960)
 MD1846
 MD1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1846'ALL MARKS RECOVERED IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WAS
 MD1846'FOUND DESTROYED, AND THE DISK
 MD1846'WAS RECLAIMED.
 MD1846'
 MD1846'ABOUT 4.3 MILES NORTHERLY ALONG NO. 1 INDIANA HIGHWAY FROM ITS
 MD1846'JUNCTION WITH NO. 427 IND.  HWY. IN THE
 MD1846'HEART OF HAMILTON TO WESTERLY ONE OF TWO QUARTER-MILE-APART RIGHT
 MD1846'ANGLE TURNS, IN SE CORNER SEC. 9, T 36 N, R
 MD1846'14 E, AT OTSEGO TP. DIST. NO. 2. 1897 SCHOOL SO IDENTIFIED BY
 MD1846'STONE PLATE ABOVE ENTRANCE OF BRICK BUILDING
 MD1846'NOW APPARENTLY PROPERTY OF HAMILTON FISH AND
 MD1846'GAME CLUB, INC., 38 FEET E OF NE CORNER OF THE BUILDING, 3.5
 MD1846'FEET N OF PROJECTED PLANE OF N WALL OF
 MD1846'SAME, 59 FEET W OF PROJECTED CENTER LINE OF HWY. FROM N, 56 FEET N OF
 MD1846'PROJECTED CENTER LINE OF HWY. FROM E,
 MD1846'STANDARD DISKS STAMPED OTSEGO 1946, SET IN 1A AND 7A MARKS
 MD1846'WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1846'
 MD1846'REFERENCE STAMPED OTSEGO NO. 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1846'56.88 FEET OR 17.337 METERS SE
 MD1846'IN AZIMUTH 329 DEG 49 MIN FROM STATION, 32 FEET W OF PROJECTED CENTER
 MD1846'LINE OF HWY. FROM N, 2 FEET N OF THAT FROM
 MD1846'E, AND 1.5 FEET S OF STEEL WITNESS POST.
 MD1846'
 MD1846'REFERENCE STAMPED OTSEGO NO. 2 1946, NOTE 11A, FLUSH WITH THE GROUND,
 MD1846'IS 70.97 FEET OR 21.632 METERS
 MD1846'SW IN AZIMUTH 40 DEG 29 MIN FROM STATION, 16.4 FEET S OF S WALL OF
 MD1846'THE BRICK OLD SCHOOL BUILDING, AND 7 FEET
 MD1846'N OF PROJECTED CENTER LINE OF HIGHWAY FROM THE E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2209 ***********************************************************************
 LB2209  DESIGNATION -  OTTER
 LB2209  PID         -  LB2209
 LB2209  STATE/COUNTY-  IN/BENTON
 LB2209  COUNTRY     -  US
 LB2209  USGS QUAD   -  OTTERBEIN (2019)
 LB2209
 LB2209                         *CURRENT SURVEY CONTROL
 LB2209  ______________________________________________________________________
 LB2209* NAD 83(1997) POSITION- 40 29 36.02859(N) 087 07 06.63959(W)   ADJUSTED
 LB2209* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 LB2209  ______________________________________________________________________
 LB2209  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 LB2209  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 LB2209  HORZ ORDER      -  THIRD
 LB2209
 LB2209.The horizontal coordinates were established by classical geodetic methods
 LB2209.and adjusted by the National Geodetic Survey in May 1999.
 LB2209
 LB2209.The orthometric height was scaled from a topographic map.
 LB2209
 LB2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2209.GEOID18 height accuracy estimate available here.
 LB2209
 LB2209.Click photographs - Photos may exist for this station.
 LB2209
 LB2209.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2209
 LB2209. The following values were computed from the NAD 83(1997) position.
 LB2209
 LB2209;                    North         East     Units Scale Factor Converg.
 LB2209;SPC IN W     -   582,296.713   897,017.873   MT  0.99996678   -0 01 22.2
 LB2209;SPC IN W     - 1,910,418.47  2,942,966.14   sFT  0.99996678   -0 01 22.2
 LB2209;UTM  16      - 4,482,522.359   489,957.112   MT  0.99960124   -0 04 37.0
 LB2209
 LB2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2209!SPC IN W     -   0.99997139  x   0.99996678  =   0.99993817
 LB2209!UTM  16      -   0.99997139  x   0.99960124  =   0.99957264
 LB2209
 LB2209:                Primary Azimuth Mark                     Grid Az
 LB2209:SPC IN W     -  OTTERBEIN ST CHARLES CATH CH             094 16 14.0
 LB2209:UTM  16      -  OTTERBEIN ST CHARLES CATH CH             094 19 28.8
 LB2209
 LB2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8995782522(NAD 83)
 LB2209
 LB2209|---------------------------------------------------------------------|
 LB2209| PID    Reference Object                     Distance      Geod. Az  |
 LB2209|                                                           dddmmss.s |
 LB2209| LB2207 OTTERBEIN ST CHARLES CATH CH        APPROX. 2.1 KM 0941451.8 |
 LB2209| CM4319 OTTER AZ MK                                        1030303.6 |
 LB2209| LB2208 OTTERBEIN MUNICIPAL TANK            APPROX. 1.9 KM 1040421.1 |
 LB2209| CM4321 OTTER RM 2                           26.870 METERS 27617     |
 LB2209| CM4320 OTTER RM 1                           25.985 METERS 34934     |
 LB2209|---------------------------------------------------------------------|
 LB2209
 LB2209                          SUPERSEDED SURVEY CONTROL
 LB2209
 LB2209  NAD 83(1986)-  40 29 36.03606(N)    087 07 06.65043(W) AD(       ) 3
 LB2209  NAD 27      -  40 29 35.91750(N)    087 07 06.57970(W) AD(       ) 3
 LB2209
 LB2209.Superseded values are not recommended for survey control.
 LB2209
 LB2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2209.See file dsdata.pdf to determine how the superseded data were derived.
 LB2209
 LB2209_MARKER: DS = TRIANGULATION STATION DISK
 LB2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2209_STAMPING: OTTER 1955
 LB2209_MARK LOGO: CGS
 LB2209_PROJECTION: FLUSH
 LB2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2209+STABILITY: SURFACE MOTION
 LB2209
 LB2209  HISTORY     - Date     Condition        Report By
 LB2209  HISTORY     - 1955     MONUMENTED       CGS
 LB2209  HISTORY     - 1981     GOOD             LOCENG
 LB2209
 LB2209                          STATION DESCRIPTION
 LB2209
 LB2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2209'STATION IS LOCATED ABOUT 1-1/4 MILE WEST-NORTHWEST OF OTTERBEIN,
 LB2209'ABOUT 100 YARDS SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 52 AND A
 LB2209'PAVED ROAD WHICH LEADS TO OTTERBEIN.  IT IS 68 FEET SOUTHWEST OF
 LB2209'THE CENTER OF A PAVED ROAD, 38 FEET NORTH OF THE NORTHEAST RAIL OF
 LB2209'THE N. Y. C.  AND ST. L. RAILROAD TRACKS, AND 19 FEET NORTH OF A
 LB2209'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2209'OTTER 1955.
 LB2209'
 LB2209'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE CENTER OF THE PAVED ROAD.
 LB2209'THE MARK IS FLUSH AND THE DISK IS STAMPED OTTER NO 1 1955.
 LB2209'
 LB2209'REFERENCE MARK NO. 2 IS 37 FEET WEST OF A TELEPHONE POLE, AND 24 FEET
 LB2209'NORTH OF THE NORTHEAST RAIL OF THE TRACKS.  THE MARK IS FLUSH AND
 LB2209'THE DISK IS STAMPED OTTER NO 2 1955.
 LB2209'
 LB2209'AZIMUTH MARK IS 46 FEET SOUTHEAST OF THE CENTER OF A GRAVEL, FIELD
 LB2209'ENTRANCE DRIVE, 30 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD, 2
 LB2209'FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A
 LB2209'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LB2209'OTTER 1955.
 LB2209'
 LB2209'TO REACH THE STATION FROM THE OTTERBEIN HIGH SCHOOL IN OTTERBEIN,
 LB2209'GO WEST-NORTHWEST ON PAVED STREET FOR 0.9 MILE TO THE AZIMUTH
 LB2209'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHWEST ON PAVED ROAD
 LB2209'FOR 0.3 MILE TO WHERE ROAD CURVES TO THE RIGHT.  THE STATION IS ON
 LB2209'THE LEFT NEAR THE RAILROAD EMBANKMENT.
 LB2209'
 LB2209'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2209
 LB2209                          STATION RECOVERY (1981)
 LB2209
 LB2209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LS)
 LB2209'OTTER 1955 RECOVERED IN GOOD CONDITION.
 LB2209'
 LB2209'OTTER NO 1 1955 RECOVERED IN GOOD CONDITION.
 LB2209'
 LB2209'OTTER NO 2 1955 RECOVERED IN GOOD CONDITION.
 LB2209'
 LB2209'OTTER 1955 (AZIM) FOUND BROKEN OFF.
 LB2209'
 LB2209'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILE W OF
 LB2209'OTTERBEIN, IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1990 ***********************************************************************
 JA1990  DESIGNATION -  OTTER
 JA1990  PID         -  JA1990
 JA1990  STATE/COUNTY-  IN/WARRICK
 JA1990  COUNTRY     -  US
 JA1990  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1990
 JA1990                         *CURRENT SURVEY CONTROL
 JA1990  ______________________________________________________________________
 JA1990* NAD 83(1997) POSITION- 38 02 22.89991(N) 087 11 11.50020(W)   ADJUSTED
 JA1990* NAVD 88 ORTHO HEIGHT -   119.51  (+/-2cm)      392.1   (feet) VERTCON3
 JA1990  ______________________________________________________________________
 JA1990  GEOID HEIGHT    -        -31.342 (meters)                     GEOID18
 JA1990  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JA1990  HORZ ORDER      -  THIRD
 JA1990  VERT ORDER      -  THIRD ? (See Below)
 JA1990
 JA1990.The horizontal coordinates were established by classical geodetic methods
 JA1990.and adjusted by the National Geodetic Survey in May 1999.
 JA1990
 JA1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1990
 JA1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1990.GEOID18 height accuracy estimate available here.
 JA1990
 JA1990.The vertical order pertains to the NGVD 29 superseded value.
 JA1990
 JA1990.Click photographs - Photos may exist for this station.
 JA1990
 JA1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1990
 JA1990. The following values were computed from the NAD 83(1997) position.
 JA1990
 JA1990;                    North         East     Units Scale Factor Converg.
 JA1990;SPC IN W     -   309,904.862   890,941.362   MT  0.99996768   -0 03 48.9
 JA1990;SPC IN W     - 1,016,746.20  2,923,030.12   sFT  0.99996768   -0 03 48.9
 JA1990;UTM  16      - 4,210,235.631   483,632.179   MT  0.99960330   -0 06 53.8
 JA1990
 JA1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1990!SPC IN W     -   0.99998617  x   0.99996768  =   0.99995385
 JA1990!UTM  16      -   0.99998617  x   0.99960330  =   0.99958947
 JA1990
 JA1990:                Primary Azimuth Mark                     Grid Az
 JA1990:SPC IN W     -  DEGONIA                                  125 47 36.6
 JA1990:UTM  16      -  DEGONIA                                  125 50 41.5
 JA1990
 JA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8363210235(NAD 83)
 JA1990
 JA1990|---------------------------------------------------------------------|
 JA1990| PID    Reference Object                     Distance      Geod. Az  |
 JA1990|                                                           dddmmss.s |
 JA1990| CG9578 OTTER RM 1                            6.654 METERS 06400     |
 JA1990| JA1986 DEGONIA                             APPROX. 0.7 KM 1254347.7 |
 JA1990| JA1989 OTTER AZ MK                         296.999 METERS 18442     |
 JA1990| CG9579 OTTER RM 2                            7.119 METERS 19433     |
 JA1990| CG9580 OTTER RM 3                           24.010 METERS 28312     |
 JA1990|---------------------------------------------------------------------|
 JA1990
 JA1990                          SUPERSEDED SURVEY CONTROL
 JA1990
 JA1990  NAD 83(1993)-  38 02 22.90289(N)    087 11 11.49999(W) AD(       ) 3
 JA1990  NAD 83(1986)-  38 02 22.90882(N)    087 11 11.50262(W) AD(       ) 3
 JA1990  NAD 27      -  38 02 22.73300(N)    087 11 11.49400(W) AD(       ) 3
 JA1990  NGVD 29             119.61   (m)          392.4    (f) LEVELING    3  
 JA1990
 JA1990.Superseded values are not recommended for survey control.
 JA1990
 JA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1990.See file dsdata.pdf to determine how the superseded data were derived.
 JA1990
 JA1990_MARKER: DS = TRIANGULATION STATION DISK
 JA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1990_STAMPING: OTTER 1945
 JA1990_MARK LOGO: CGS
 JA1990_PROJECTION: PROJECTING 18 CENTIMETERS
 JA1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1990+STABILITY: SURFACE MOTION
 JA1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1990+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 JA1990
 JA1990  HISTORY     - Date     Condition        Report By
 JA1990  HISTORY     - 1945     MONUMENTED       CGS
 JA1990  HISTORY     - 1979     GOOD             NGS
 JA1990  HISTORY     - 20120711 GOOD             GEOCAC
 JA1990
 JA1990                          STATION DESCRIPTION
 JA1990
 JA1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA1990'THE STATION IS LOCATED ABOUT 5 MILES E OF BOONVILLE, 1 MILE S OF
 JA1990'DEGONIA SPRINGS, AND JUST E OF THE INTERSECTION OF STATE HIGHWAY 161
 JA1990'AND A GRAVEL ROAD E.  IT IS IN THE NW CORNER OF A CULTIVATED FIELD,
 JA1990'59.6 FEET S OF A POWER LINE POLE, 53 FEET SE OF THE INTERSECTION OF
 JA1990'STATE HIGHWAY 161 AND A GRAVEL ROAD, 34 FEET S OF THE APPROXIMATE
 JA1990'CENTER OF GRAVEL ROAD, AND 6.5 FEET E OF A STANDARD WHITE WITNESS
 JA1990'POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED OTTER 1945.
 JA1990'
 JA1990'STATION MARK IS A BRONZE STATION DISK IN CONCRETE.  UNDERGROUND MARK
 JA1990'IS A BRONZE STATION DISK IN CONCRETE.
 JA1990'
 JA1990'REFERENCE MARK 1 IS 21.84 FEET NE OF STATION, 61 FEET SE OF THE
 JA1990'INTERSECTION OF STATE HIGHWAY 161 AND GRAVEL ROAD, AND 27.4 FEET S OF
 JA1990'THE APPROXIMATE CENTER OF HIGHWAY 161.  IT IS A BRONZE REFERENCE DISK,
 JA1990'STAMPED OTTER NO 1 1945, AND SET IN CONCRETE.
 JA1990'
 JA1990'REFERENCE MARK 2 IS 23.36 FEET SW OF STATION, 71 FEET SE OF THE
 JA1990'INTERSECTION OF STATE HIGHWAY 161 AND GRAVEL ROAD, 29 FEET E OF THE
 JA1990'APPROXIMATE CENTER OF HIGHWAY 161, AND 10.4 FEET S OF A POWER LINE
 JA1990'SUPPORT POLE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE AND STAMPED
 JA1990'OTTER NO 2 1945.  BOTH REFERENCE MARKS PROJECT 3 INCHES.
 JA1990'
 JA1990'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION, 16 FEET W OF THE
 JA1990'APPROXIMATE CENTER OF STATE HIGHWAY 161, AND 15 FEET S OF A STANDARD
 JA1990'WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED
 JA1990'OTTER 1945, AND PROJECTS 4 INCHES.
 JA1990'
 JA1990'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN
 JA1990'BOONVILLE, GO E ON STATE HIGHWAY 62 FOR 5 MILES TO THE INTERSECTION
 JA1990'WITH STATE HIGHWAY 161 AND STATION JUST E OF THE INTERSECTION AS
 JA1990'DESCRIBED.
 JA1990'
 JA1990'TO REACH AZIMUTH MARK FROM STATION, GO S ON STATE HIGHWAY 161 FOR 0.2
 JA1990'MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JA1990'
 JA1990'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OTTER TO
 JA1990'OTTER AZIMUTH.  THE DISTANCE IS 297.003 METERS SSW OF THE STATION.
 JA1990'
 JA1990'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JA1990
 JA1990                          STATION RECOVERY (1979)
 JA1990
 JA1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1990'STATION MARK AND RM 1 FOUND IN GOOD CONDITION.  RM 2 FOUND
 JA1990'UPROOTED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED TO DESTROYED
 JA1990'BY ROAD WIDENING.  THERE WAS NO VISIBLE OBJECT TO SET A NEW AZIMUTH
 JA1990'MARK FROM.  A POLARIS OBSERVATION MAY BE TAKEN WHEN WEATHER PERMITS.
 JA1990'
 JA1990'THE STATION IS 39 FT S OF CENTER LINE OF PAVED ROAD, 32 FT E OF THE
 JA1990'CENTER LINE OF STATE HIGHWAY 161, 40 FT WSW OF TELEPHONE POLE A 51, 1
 JA1990'FT NE OF A METAL WITNESS POST AND 17.5 FT NNE OF A POWER POLE GUY
 JA1990'WIRE.  THE MARK IS FLUSH AND THE DISK STAMPED OTTER 1945.
 JA1990'
 JA1990'RM 1 IS 53 FT E OF CENTER LINE OF HIGHWAY 161, 27 FT S OF CENTER LINE
 JA1990'OF THE PAVED ROAD, 21 FT W OF THE TELEPHONE POLE AND 1 FT S OF A
 JA1990'METAL WITNESS POST.  THE MARK IS NOW 10 INCHES UNDERGROUND AND THE
 JA1990'DISK IS STAMPED OTTER NO 1 1945.
 JA1990'
 JA1990'RM 3 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 JA1990'THE EXTREME SE END OF A CONCRETE CULVERT HEADWALL, 44 FT W OF CENTER
 JA1990'LINE OF HIGHWAY 161 AND 22 FT S OF CENTER LINE OF PAVED ROAD.  THE
 JA1990'DISK IS STAMPED OTTER 1945 NO 3 1979.
 JA1990'
 JA1990'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN BOONVILLE, GO
 JA1990'E ON HIGHWAY 62 FOR 5.2 MILES TO WHERE HIGHWAY 62 CURVES TO THE NORTH
 JA1990'AND A PAVED ROAD AHEAD.  CONTINUE AHEAD ON PAVED ROAD FOR ABOUT 200
 JA1990'FT TO CROSS ROADS OF STATE HIGHWAY 161 AND THE PAVED ROAD AND STATION
 JA1990'IN THE SOUTHEAST ANGLE AS DESCRIBED.
 JA1990
 JA1990                          STATION RECOVERY (2012)
 JA1990
 JA1990'RECOVERY NOTE BY GEOCACHING 2012 (DSA)
 JA1990'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1989 ***********************************************************************
 JA1989  DESIGNATION -  OTTER AZ MK
 JA1989  PID         -  JA1989
 JA1989  STATE/COUNTY-  IN/WARRICK
 JA1989  COUNTRY     -  US
 JA1989  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1989
 JA1989                         *CURRENT SURVEY CONTROL
 JA1989  ______________________________________________________________________
 JA1989* NAD 83(1997) POSITION- 38 02 13.29970(N) 087 11 12.49857(W)   ADJUSTED
 JA1989* NAVD 88 ORTHO HEIGHT -   121.23  (+/-2cm)      397.7   (feet) VERTCON3
 JA1989  ______________________________________________________________________
 JA1989  GEOID HEIGHT    -        -31.337 (meters)                     GEOID18
 JA1989  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JA1989  HORZ ORDER      -  SECOND
 JA1989  VERT ORDER      -  THIRD ? (See Below)
 JA1989
 JA1989.The horizontal coordinates were established by classical geodetic methods
 JA1989.and adjusted by the National Geodetic Survey in May 1999.
 JA1989
 JA1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1989
 JA1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1989.GEOID18 height accuracy estimate available here.
 JA1989
 JA1989.The vertical order pertains to the NGVD 29 superseded value.
 JA1989
 JA1989.Click photographs - Photos may exist for this station.
 JA1989
 JA1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1989
 JA1989. The following values were computed from the NAD 83(1997) position.
 JA1989
 JA1989;                    North         East     Units Scale Factor Converg.
 JA1989;SPC IN W     -   309,608.900   890,916.688   MT  0.99996768   -0 03 49.5
 JA1989;SPC IN W     - 1,015,775.20  2,922,949.17   sFT  0.99996768   -0 03 49.5
 JA1989;UTM  16      - 4,209,939.799   483,607.249   MT  0.99960331   -0 06 54.4
 JA1989
 JA1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1989!SPC IN W     -   0.99998590  x   0.99996768  =   0.99995358
 JA1989!UTM  16      -   0.99998590  x   0.99960331  =   0.99958921
 JA1989
 JA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8360709939(NAD 83)
 JA1989
 JA1989                          SUPERSEDED SURVEY CONTROL
 JA1989
 JA1989  NAD 83(1993)-  38 02 13.30269(N)    087 11 12.49838(W) AD(       ) 2
 JA1989  NAD 83(1986)-  38 02 13.30866(N)    087 11 12.50100(W) AD(       ) 2
 JA1989  NAD 27      -  38 02 13.13200(N)    087 11 12.49200(W) AD(       ) 2
 JA1989  NGVD 29             121.33   (m)          398.1    (f) LEVELING    3  
 JA1989
 JA1989.Superseded values are not recommended for survey control.
 JA1989
 JA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1989.See file dsdata.pdf to determine how the superseded data were derived.
 JA1989
 JA1989_MARKER: DZ = AZIMUTH MARK DISK
 JA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1989_STAMPING: OTTER 1945
 JA1989_MARK LOGO: CGS
 JA1989_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1989+STABILITY: SURFACE MOTION
 JA1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1989+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 JA1989
 JA1989  HISTORY     - Date     Condition        Report By
 JA1989  HISTORY     - 1945     MONUMENTED       CGS
 JA1989  HISTORY     - 20120210 GOOD             GEOCAC
 JA1989
 JA1989                          STATION DESCRIPTION
 JA1989
 JA1989'DESCRIBED BY GEOCACHING 2012 (DSA)
 JA1989'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2208 ***********************************************************************
 LB2208  DESIGNATION -  OTTERBEIN MUNICIPAL TANK
 LB2208  PID         -  LB2208
 LB2208  STATE/COUNTY-  IN/BENTON
 LB2208  COUNTRY     -  US
 LB2208  USGS QUAD   -  OTTERBEIN (2019)
 LB2208
 LB2208                         *CURRENT SURVEY CONTROL
 LB2208  ______________________________________________________________________
 LB2208* NAD 83(1997) POSITION- 40 29 21.35911(N) 087 05 50.02807(W)   ADJUSTED
 LB2208  ______________________________________________________________________
 LB2208  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 LB2208  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 LB2208  HORZ ORDER      -  THIRD
 LB2208
 LB2208.The horizontal coordinates were established by classical geodetic methods
 LB2208.and adjusted by the National Geodetic Survey in May 1999.
 LB2208
 LB2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2208.GEOID18 height accuracy estimate available here.
 LB2208
 LB2208.Click photographs - Photos may exist for this station.
 LB2208
 LB2208.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2208
 LB2208. The following values were computed from the NAD 83(1997) position.
 LB2208
 LB2208;                    North         East     Units Scale Factor Converg.
 LB2208;SPC IN W     -   581,843.738   898,821.861   MT  0.99996668   -0 00 32.5
 LB2208;SPC IN W     - 1,908,932.33  2,948,884.72   sFT  0.99996668   -0 00 32.5
 LB2208;UTM  16      - 4,482,067.847   491,760.012   MT  0.99960084   -0 03 47.3
 LB2208
 LB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9176082067(NAD 83)
 LB2208
 LB2208                          SUPERSEDED SURVEY CONTROL
 LB2208
 LB2208  NAD 83(1986)-  40 29 21.36653(N)    087 05 50.03873(W) AD(       ) 3
 LB2208  NAD 27      -  40 29 21.24800(N)    087 05 49.97500(W) AD(       ) 3
 LB2208
 LB2208.Superseded values are not recommended for survey control.
 LB2208
 LB2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2208.See file dsdata.pdf to determine how the superseded data were derived.
 LB2208
 LB2208_MARKER: 53 = ELEVATED TANK
 LB2208
 LB2208  HISTORY     - Date     Condition        Report By
 LB2208  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2208
 LB2208                          STATION DESCRIPTION
 LB2208
 LB2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2208'STATION IS THE APEX OF THE ROOF OF THE MUNICIPAL WATER TOWER, LOCATED
 LB2208'NEAR THE CENTER OF OTTERBEIN.  IT IS A STEEL TOWER WITH AN
 LB2208'ORNAMENTAL IRON RAILING AROUND THE TOP.  THE TOWER IS PAINTED
 LB2208'SILVER.  HEIGHT OF THE TOP OF THE IRON RAILING WHICH IS SLIGHTLY
 LB2208'TALLER THAN THE CENTER OF THE TANK IS 102 FEET ABOVE GROUND.
 LB2208'HEIGHT WAS DETERMINED BY USE OF HAND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2207 ***********************************************************************
 LB2207  DESIGNATION -  OTTERBEIN ST CHARLES CATH CH
 LB2207  PID         -  LB2207
 LB2207  STATE/COUNTY-  IN/BENTON
 LB2207  COUNTRY     -  US
 LB2207  USGS QUAD   -  OTTERBEIN (2019)
 LB2207
 LB2207                         *CURRENT SURVEY CONTROL
 LB2207  ______________________________________________________________________
 LB2207* NAD 83(1997) POSITION- 40 29 31.03151(N) 087 05 38.67845(W)   ADJUSTED
 LB2207  ______________________________________________________________________
 LB2207  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 LB2207  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB2207  HORZ ORDER      -  THIRD
 LB2207
 LB2207.The horizontal coordinates were established by classical geodetic methods
 LB2207.and adjusted by the National Geodetic Survey in May 1999.
 LB2207
 LB2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2207.GEOID18 height accuracy estimate available here.
 LB2207
 LB2207.Click photographs - Photos may exist for this station.
 LB2207
 LB2207.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2207
 LB2207. The following values were computed from the NAD 83(1997) position.
 LB2207
 LB2207;                    North         East     Units Scale Factor Converg.
 LB2207;SPC IN W     -   582,142.042   899,089.176   MT  0.99996668   -0 00 25.1
 LB2207;SPC IN W     - 1,909,911.02  2,949,761.74   sFT  0.99996668   -0 00 25.1
 LB2207;UTM  16      - 4,482,365.789   492,027.511   MT  0.99960078   -0 03 39.9
 LB2207
 LB2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9202782365(NAD 83)
 LB2207
 LB2207                          SUPERSEDED SURVEY CONTROL
 LB2207
 LB2207  NAD 83(1986)-  40 29 31.03893(N)    087 05 38.68919(W) AD(       ) 3
 LB2207  NAD 27      -  40 29 30.92000(N)    087 05 38.62200(W) AD(       ) 3
 LB2207
 LB2207.Superseded values are not recommended for survey control.
 LB2207
 LB2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2207.See file dsdata.pdf to determine how the superseded data were derived.
 LB2207
 LB2207_MARKER: 90 = CHURCH SPIRE
 LB2207
 LB2207  HISTORY     - Date     Condition        Report By
 LB2207  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2207
 LB2207                          STATION DESCRIPTION
 LB2207
 LB2207'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1964 ***********************************************************************
 JA1964  DESIGNATION -  OTWELL
 JA1964  PID         -  JA1964
 JA1964  STATE/COUNTY-  IN/PIKE
 JA1964  COUNTRY     -  US
 JA1964  USGS QUAD   -  OTWELL (2019)
 JA1964
 JA1964                         *CURRENT SURVEY CONTROL
 JA1964  ______________________________________________________________________
 JA1964* NAD 83(1997) POSITION- 38 26 08.10175(N) 087 05 31.10128(W)   ADJUSTED
 JA1964* NAVD 88 ORTHO HEIGHT -   150.    (meters)      492.    (feet) SCALED
 JA1964  ______________________________________________________________________
 JA1964  GEOID HEIGHT    -        -32.235 (meters)                     GEOID18
 JA1964  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 JA1964  HORZ ORDER      -  THIRD
 JA1964
 JA1964.The horizontal coordinates were established by classical geodetic methods
 JA1964.and adjusted by the National Geodetic Survey in May 1999.
 JA1964
 JA1964.The orthometric height was scaled from a topographic map.
 JA1964
 JA1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1964.GEOID18 height accuracy estimate available here.
 JA1964
 JA1964.Click photographs - Photos may exist for this station.
 JA1964
 JA1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1964
 JA1964. The following values were computed from the NAD 83(1997) position.
 JA1964
 JA1964;                    North         East     Units Scale Factor Converg.
 JA1964;SPC IN W     -   353,842.517   899,245.729   MT  0.99996667   -0 00 19.3
 JA1964;SPC IN W     - 1,160,898.32  2,950,275.36   sFT  0.99996667   -0 00 19.3
 JA1964;UTM  16      - 4,254,149.751   491,973.049   MT  0.99960079   -0 03 25.8
 JA1964
 JA1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1964!SPC IN W     -   0.99998154  x   0.99996667  =   0.99994821
 JA1964!UTM  16      -   0.99998154  x   0.99960079  =   0.99958234
 JA1964
 JA1964:                Primary Azimuth Mark                     Grid Az
 JA1964:SPC IN W     -  OTWELL AZ MK                             068 08 09.1
 JA1964:UTM  16      -  OTWELL AZ MK                             068 11 15.6
 JA1964
 JA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9197354149(NAD 83)
 JA1964
 JA1964|---------------------------------------------------------------------|
 JA1964| PID    Reference Object                     Distance      Geod. Az  |
 JA1964|                                                           dddmmss.s |
 JA1964| CG9587 OTWELL AZ MK                                       0680749.8 |
 JA1964| CG9588 OTWELL RM 1                          28.008 METERS 18138     |
 JA1964| JA1972 HARTWELL LOOKOUT TOWER              APPROX.11.1 KM 2105848.9 |
 JA1964| CG9589 OTWELL RM 2                          28.639 METERS 23251     |
 JA1964|---------------------------------------------------------------------|
 JA1964
 JA1964                          SUPERSEDED SURVEY CONTROL
 JA1964
 JA1964  NAD 83(1993)-  38 26 08.10568(N)    087 05 31.10286(W) AD(       ) 3
 JA1964  NAD 83(1986)-  38 26 08.10897(N)    087 05 31.10336(W) AD(       ) 3
 JA1964  NAD 27      -  38 26 07.93000(N)    087 05 31.08600(W) AD(       ) 3
 JA1964
 JA1964.Superseded values are not recommended for survey control.
 JA1964
 JA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1964.See file dsdata.pdf to determine how the superseded data were derived.
 JA1964
 JA1964_MARKER: DS = TRIANGULATION STATION DISK
 JA1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1964_STAMPING: OTWELL 1946
 JA1964_MARK LOGO: CGS
 JA1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1964+STABILITY: SURFACE MOTION
 JA1964
 JA1964  HISTORY     - Date     Condition        Report By
 JA1964  HISTORY     - 1946     MONUMENTED       CGS
 JA1964
 JA1964                          STATION DESCRIPTION
 JA1964
 JA1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1964'THE STATION IS ABOUT 1.25 MILES SOUTH OF OTWELL, 543 FEET SOUTH OF
 JA1964'THE INTERSECTION OF
 JA1964'THE CENTERLINE OF STATE HIGHWAY 56 AND STATE HIGHWAY
 JA1964'257, 38 FEET WEST OF THE
 JA1964'CENTERLINE OF THE LATTER, 3 FEET EAST OF A
 JA1964'WIRE FENCE, AND 9.4 FEET NORTHEAST OF A
 JA1964'WHITE WITNESS POST.  THE MARK
 JA1964'PROJECTS 6 INCHES AND THE DISK IS STAMPED OTWELL 1946.
 JA1964'
 JA1964'REFERENCE MARK NO 1 IS 91.89 FEET SOUTH OF THE STATION, 39.5 FEET
 JA1964'WEST OF THE CENTERLINE OF
 JA1964'THE HIGHWAY, AND 1 FOOT EAST OF A WIRE FENCE LINE.  THE
 JA1964'MARK PROJECTS 6 INCHES AND THE
 JA1964'DISK IS STAMPED OTWELL NO 1 1946.
 JA1964'
 JA1964'REFERENCE MARK NO 2 IS 93.96 FEET EAST-NORTHEAST OF THE STATION, 37
 JA1964'FEET EAST OF THE
 JA1964'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE
 JA1964'DISK IS STAMPED OTWELL NO 2 1946.
 JA1964'
 JA1964'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 28.5 FEET NORTH OF
 JA1964'THE CENTERLINE OF
 JA1964'STATE HIGHWAY 56, 28.4 FEET SOUTHEAST OF A 14-INCH
 JA1964'WALNUT TREE, AND 2.6 FEET WEST
 JA1964'OF A WHITE WITNESS POST.  THE MARK
 JA1964'PROJECTS 6 INCHES AND THE DISK IS STAMPED OTWELL 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2293 ***********************************************************************
 ME2293  DESIGNATION -  OUTLET
 ME2293  PID         -  ME2293
 ME2293  STATE/COUNTY-  IN/MARSHALL
 ME2293  COUNTRY     -  US
 ME2293  USGS QUAD   -  ARGOS (2019)
 ME2293
 ME2293                         *CURRENT SURVEY CONTROL
 ME2293  ______________________________________________________________________
 ME2293* NAD 83(1997) POSITION- 41 14 17.72930(N) 086 09 47.27676(W)   ADJUSTED
 ME2293* NAD 83(1997) ELLIP HT-   205.104 (meters)        (05/25/99)   ADJUSTED
 ME2293* NAVD 88 ORTHO HEIGHT -   238.76  (+/-2cm)      783.3   (feet) VERTCON3
 ME2293  ______________________________________________________________________
 ME2293  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME2293  NAD 83(1997) X  -    321,420.271 (meters)                     COMP
 ME2293  NAD 83(1997) Y  - -4,792,578.291 (meters)                     COMP
 ME2293  NAD 83(1997) Z  -  4,182,491.903 (meters)                     COMP
 ME2293  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 ME2293  HORZ ORDER      -  THIRD
 ME2293  VERT ORDER      -  THIRD ? (See Below)
 ME2293  ELLP ORDER      -  FOURTH    CLASS I
 ME2293
 ME2293.The horizontal coordinates were established by classical geodetic methods
 ME2293.and adjusted by the National Geodetic Survey in May 1999.
 ME2293
 ME2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2293
 ME2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2293.GEOID18 height accuracy estimate available here.
 ME2293
 ME2293.The vertical order pertains to the NGVD 29 superseded value.
 ME2293
 ME2293.Click photographs - Photos may exist for this station.
 ME2293
 ME2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2293
 ME2293.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2293
 ME2293.The ellipsoidal height was determined by GPS observations
 ME2293.and is referenced to NAD 83.
 ME2293
 ME2293. The following values were computed from the NAD 83(1997) position.
 ME2293
 ME2293;                    North         East     Units Scale Factor Converg.
 ME2293;SPC IN E     -   665,136.221    58,381.856   MT  0.99998798   -0 19 38.2
 ME2293;SPC IN E     - 2,182,201.09    191,541.14   sFT  0.99998798   -0 19 38.2
 ME2293;UTM  16      - 4,565,544.141   570,128.119   MT  0.99966052   +0 33 06.0
 ME2293
 ME2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2293!SPC IN E     -   0.99996783  x   0.99998798  =   0.99995581
 ME2293!UTM  16      -   0.99996783  x   0.99966052  =   0.99962836
 ME2293
 ME2293:                Primary Azimuth Mark                     Grid Az
 ME2293:SPC IN E     -  OUTLET AZ MK                             259 27 15.2
 ME2293:UTM  16      -  OUTLET AZ MK                             258 34 31.0
 ME2293
 ME2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7012865544(NAD 83)
 ME2293
 ME2293|---------------------------------------------------------------------|
 ME2293| PID    Reference Object                     Distance      Geod. Az  |
 ME2293|                                                           dddmmss.s |
 ME2293| CM4325 OUTLET RM 1                          25.909 METERS 02423     |
 ME2293| CM4326 OUTLET RM 2                          28.767 METERS 15543     |
 ME2293| CM4324 OUTLET AZ MK                                       2590737.0 |
 ME2293|---------------------------------------------------------------------|
 ME2293
 ME2293                          SUPERSEDED SURVEY CONTROL
 ME2293
 ME2293  NAD 83(1986)-  41 14 17.73295(N)    086 09 47.28777(W) AD(       ) 3
 ME2293  NAD 27      -  41 14 17.58300(N)    086 09 47.28040(W) AD(       ) 3
 ME2293  NGVD 29             238.88   (m)          783.7    (f) LEVELING    3  
 ME2293
 ME2293.Superseded values are not recommended for survey control.
 ME2293
 ME2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2293.See file dsdata.pdf to determine how the superseded data were derived.
 ME2293
 ME2293_MARKER: DS = TRIANGULATION STATION DISK
 ME2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2293_STAMPING: OUTLET 1952
 ME2293_MARK LOGO: CGS
 ME2293_PROJECTION: FLUSH
 ME2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2293+STABILITY: SURFACE MOTION
 ME2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2293+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1988
 ME2293
 ME2293  HISTORY     - Date     Condition        Report By
 ME2293  HISTORY     - 1952     MONUMENTED       CGS
 ME2293  HISTORY     - 1952     GOOD             CGS
 ME2293  HISTORY     - 1975     GOOD             NGS
 ME2293  HISTORY     - 1984     GOOD             USPSQD
 ME2293  HISTORY     - 19880620 GOOD             NGS
 ME2293
 ME2293                          STATION DESCRIPTION
 ME2293
 ME2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2293'STATION IS LOCATED 4 MILES EAST OF ARGOS ON THE SOUTH SIDE OF STATE
 ME2293'HIGHWAY 10, ON THE HIGHWAY RIGHT OF WAY.  IT IS 233 FEET NORTHEAST OF
 ME2293'THE INTERSECTION OF HIGHWAY 10 AND A PAVED ROAD, 44 FEET SOUTHEAST OF
 ME2293'THE CENTER OF HIGHWAY 10, 44 FEET WEST OF A POWER LINE POLE, 39 FEET
 ME2293'WEST OF A FENCE LINE AND 4 FEET EAST OF A FENCE LINE.  THE MARK IS
 ME2293'FLUSH AND THE DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'REFERENCE MARK NO. 1 IS 44 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 10
 ME2293'AND 4 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 ME2293'DISK IS STAMPED OUTLET NO 1 1952.
 ME2293'
 ME2293'REFERENCE MARK NO. 2 IS 67 FEET SOUTH OF THE POWER LINE POLE AND 3
 ME2293'FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 ME2293'IS STAMPED OUTLET NO 2 1952.
 ME2293'
 ME2293'AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF HIGHWAY 10, 4 FEET
 ME2293'NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.
 ME2293'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND
 ME2293'STATE HIGHWAY 10 IN ARGOS, GO EAST ON HIGHWAY 10 FOR 3.8 MILES TO THE
 ME2293'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY FOR
 ME2293'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2293'
 ME2293'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2293
 ME2293                          STATION RECOVERY (1952)
 ME2293
 ME2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ME2293'RECOVERED IN GOOD CONDITION.
 ME2293
 ME2293                          STATION RECOVERY (1975)
 ME2293
 ME2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2293'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND
 ME2293'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK 1 SHOWS SIGNS
 ME2293'OF BEING HIT BY MOWING EQUIPMENT.  THE ANGLE BETWEEN THE REFERENCE
 ME2293'MARKS WAS LESS BY 4 MINUTES.  THE DISTANCE CHECKED.  THE AZIMUTH MARK
 ME2293'IS NOT VISIBLE FROM THE STATION MARK.
 ME2293'
 ME2293'THE STATION IS LOCATED ALONG STATE HIGHWAY 10 AND ON HIGHWAY RIGHT OF
 ME2293'WAY.  IT IS 285 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 45 FEET
 ME2293'EAST OF THE CENTERLINE OF STATE HIGHWAY 10, 44 FEET WEST OF A POWER
 ME2293'POLE AND 0.5 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT
 ME2293'PROJECTS 2 INCHES AND THE DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND OLD
 ME2293'U.S. HIGHWAY 31 IN ARGOS, GO EAST ON STATE HIGHWAY 10 FOR 3.8 MILES TO
 ME2293'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.4
 ME2293'MILE TO THE STATION ON THE RIGHT ON A CURVE TO THE NORTH.
 ME2293'
 ME2293'REFERENCE MARK 1 IS 96 FEET NORTH OF A POWER POLE, 48 FEET EAST OF THE
 ME2293'CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME2293'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED OUTLET NO 1
 ME2293'1952.
 ME2293'
 ME2293'REFERENCE MARK 2 IS 68 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A
 ME2293'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 ME2293'STAMPED OUTLET NO 2 1952.
 ME2293'
 ME2293'THE AZIMUTH MARK IS 48 FEET EAST OF A 20 INCH OAK TREE, 38 FEET SOUTH
 ME2293'OF THE CENTERLINE OF HIGHWAY 10, 2 FEET WEST OF A METAL WITNESS POST
 ME2293'AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ME2293'DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 ME2293'ARGOS.
 ME2293
 ME2293                          STATION RECOVERY (1984)
 ME2293
 ME2293'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2293'OUTLET 1952 FOUND GOOD.
 ME2293'
 ME2293'REVISED INFORMATION--STATION IS LOCATED ABOUT 4 MILES EAST OF ARGOS ON
 ME2293'STATE HIGHWAY 10, IN A TRIANGLE FORMED BY THE HIGHWAY CURVING NORTH,
 ME2293'FILBERT ROAD CURVING SOUTH AND THE OLD ROADBED OR POWER LINE RUNNING
 ME2293'NORTH AND SOUTH, ABOUT 13 YARDS SOUTHEAST OF THE CENTERLINE OF THE
 ME2293'HIGHWAY, ABOUT 8 YARDS WEST OF EXTENSION OF THE TANGENT OF THE
 ME2293'CENTERLINE OF THE ROAD LEADING NORTH, ABOUT 67 YARDS NORTHEAST OF A
 ME2293'HIGHWAY STOP SIGN, 8 INCHES NORTH OF A METAL WITNESS POST, SET IN A
 ME2293'CONCRETE POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'OUTLET NO 1 1952 FOUND GOOD.
 ME2293'
 ME2293'ADDITIONAL INFORMATION--REFERENCE MARK NO. 1 IS ABOUT 3 YARDS EAST OF
 ME2293'THE EXTENSION OF THE TANGENT OF THE CENTERLINE OF STATE HIGHWAY 10
 ME2293'LEADING NORTH, ABOUT 31 YARDS NORTH OF A POWER POLE, 1 FOOT SOUTH OF A
 ME2293'METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES, SET IN A CONCRETE
 ME2293'POST AND THE DISK IS STAMPED OUTLET NO 1 1952.
 ME2293'
 ME2293'OUTLET NO 2 1952 FOUND GOOD.
 ME2293'
 ME2293'ADDITIONAL INFORMATION--REFERENCE MARK NO. 2 IS ABOUT 3 YARDS EAST OF
 ME2293'THE EXTENDED TANGENT OF THE CENTERLINE OF THE STATE HIGHWAY 10 LEADING
 ME2293'NORTH, ABOUT 80 YARDS NORTH OF THE EXTENDED TANGENT OF THE CENTERLINE
 ME2293'OF THE HIGHWAY LEADING WEST, 14 INCHES SOUTHEAST OF A METAL WITNESS
 ME2293'POST WITHOUT THE U.S.G. AND G.S. SIGN.
 ME2293'
 ME2293'OUTLET 1952 AZ MK RECOVERED GOOD.
 ME2293'
 ME2293'ADDITIONAL INFORMATION--MARK IS 2.5 FEET WEST OF METAL WITNESS POST,
 ME2293'1.0 FOOT NORTH OF FENCE LINE, ABOUT 166 YARDS WEST OF THE WEST END OF
 ME2293'BRIDGE 3452.
 ME2293
 ME2293                          STATION RECOVERY (1988)
 ME2293
 ME2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME2293'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) WEST OF WARSAW, 19.3
 ME2293'KM (12.00 MI) SOUTHEAST OF PLYMOUTH, 7.3 KM (4.55 MI) EAST OF ARGOS
 ME2293'AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 ME2293'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 ME2293'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 ME2293'
 ME2293'TO REACH THE STATION FROM THE POST OFFICE IN ARGOS, GO EAST ON STATE
 ME2293'HIGHWAY 10 FOR 7.3 KM (4.55 MI) TO THE STATION ABOUT HALFWAY THRU A
 ME2293'CURVE TO THE NORTH AND ON THE OUTSIDE OF CURVE.
 ME2293'
 ME2293'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK STAMPED
 ME2293'---OUTLET 1952---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 ME2293'LOCATED 71.02 M (233.0 FT) NORTHEAST FROM THE INTERSECTION FORMED BY
 ME2293'SOUTH FILBERT ROAD AND STATE HIGHWAY 10, 13.41 M (44.0 FT) SOUTHEAST
 ME2293'FROM CENTER OF STATE HIGHWAY 10, 11.89 M (39.0 FT) WEST FROM A
 ME2293'FENCELINE AND 0.31 M (1.0 FT) NORTH FROM A METAL WITNESS POST.  GPS
 ME2293'SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1928 ***********************************************************************
 JZ1928  DESIGNATION -  OVERLEESE
 JZ1928  PID         -  JZ1928
 JZ1928  STATE/COUNTY-  IN/RUSH
 JZ1928  COUNTRY     -  US
 JZ1928  USGS QUAD   -  MILROY (2019)
 JZ1928
 JZ1928                         *CURRENT SURVEY CONTROL
 JZ1928  ______________________________________________________________________
 JZ1928* NAD 83(1997) POSITION- 39 28 55.75330(N) 085 29 49.54703(W)   ADJUSTED
 JZ1928* NAD 83(1997) ELLIP HT-   263.231 (meters)        (05/25/99)   ADJUSTED
 JZ1928* NAVD 88 ORTHO HEIGHT -   297.213 (meters)      975.11  (feet) ADJUSTED
 JZ1928  ______________________________________________________________________
 JZ1928  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 JZ1928  NAD 83(1997) X  -    387,026.435 (meters)                     COMP
 JZ1928  NAD 83(1997) Y  - -4,914,453.006 (meters)                     COMP
 JZ1928  NAD 83(1997) Z  -  4,033,941.811 (meters)                     COMP
 JZ1928  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 JZ1928  DYNAMIC HEIGHT  -        297.031 (meters)      974.51  (feet) COMP
 JZ1928  MODELED GRAVITY -    980,007.6   (mgal)                       NAVD 88
 JZ1928
 JZ1928  HORZ ORDER      -  FIRST
 JZ1928  VERT ORDER      -  SECOND    CLASS 0
 JZ1928  ELLP ORDER      -  FOURTH    CLASS I
 JZ1928
 JZ1928.The horizontal coordinates were established by classical geodetic methods
 JZ1928.and adjusted by the National Geodetic Survey in May 1999.
 JZ1928
 JZ1928.The orthometric height was determined by differential leveling and
 JZ1928.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1928.in June 1991.
 JZ1928
 JZ1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1928.GEOID18 height accuracy estimate available here.
 JZ1928
 JZ1928.Click photographs - Photos may exist for this station.
 JZ1928
 JZ1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1928
 JZ1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1928
 JZ1928.The ellipsoidal height was determined by GPS observations
 JZ1928.and is referenced to NAD 83.
 JZ1928
 JZ1928.The dynamic height is computed by dividing the NAVD 88
 JZ1928.geopotential number by the normal gravity value computed on the
 JZ1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1928.degrees latitude (g = 980.6199 gals.).
 JZ1928
 JZ1928.The modeled gravity was interpolated from observed gravity values.
 JZ1928
 JZ1928. The following values were computed from the NAD 83(1997) position.
 JZ1928
 JZ1928;                    North         East     Units Scale Factor Converg.
 JZ1928;SPC IN E     -   470,036.979   114,588.566   MT  0.99996929   +0 06 28.1
 JZ1928;SPC IN E     - 1,542,112.99    375,945.99   sFT  0.99996929   +0 06 28.1
 JZ1928;UTM  16      - 4,371,361.930   629,254.080   MT  0.99980569   +0 57 20.6
 JZ1928
 JZ1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1928!SPC IN E     -   0.99995870  x   0.99996929  =   0.99992800
 JZ1928!UTM  16      -   0.99995870  x   0.99980569  =   0.99976440
 JZ1928
 JZ1928:                Primary Azimuth Mark                     Grid Az
 JZ1928:SPC IN E     -  OVERLEESE AZ MK                          088 47 02.9
 JZ1928:UTM  16      -  OVERLEESE AZ MK                          087 56 10.4
 JZ1928
 JZ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2925471361(NAD 83)
 JZ1928
 JZ1928|---------------------------------------------------------------------|
 JZ1928| PID    Reference Object                     Distance      Geod. Az  |
 JZ1928|                                                           dddmmss.s |
 JZ1928| JZ1927 OVERLEESE AZ MK                                    0885331.0 |
 JZ1928| JZ3353 OVERLEESE RM A                       26.558 METERS 11343     |
 JZ1928| JZ1930 OVERLEESE RM 1                       59.372 METERS 23048     |
 JZ1928| JZ1929 OVERLEESE RM 2                       22.033 METERS 28551     |
 JZ1928|---------------------------------------------------------------------|
 JZ1928
 JZ1928                          SUPERSEDED SURVEY CONTROL
 JZ1928
 JZ1928  NAD 83(1995)-  39 28 55.75352(N)    085 29 49.55028(W) AD(       ) 1
 JZ1928  NAD 83(1993)-  39 28 55.75461(N)    085 29 49.55437(W) AD(       ) 1
 JZ1928  NAD 83(1986)-  39 28 55.75399(N)    085 29 49.55566(W) AD(       ) 1
 JZ1928  NAD 27      -  39 28 55.58000(N)    085 29 49.66100(W) AD(       ) 1
 JZ1928  NGVD 29 (??/??/92)  297.340  (m)          975.52   (f) ADJ UNCH    2 0
 JZ1928  NGVD 29             297.34   (m)          975.5    (f) LEVELING    3  
 JZ1928
 JZ1928.Superseded values are not recommended for survey control.
 JZ1928
 JZ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1928.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1928
 JZ1928_MARKER: DS = TRIANGULATION STATION DISK
 JZ1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1928_STAMPING: OVERLEESE 1939
 JZ1928_MARK LOGO: CGS
 JZ1928_PROJECTION: RECESSED 38 CENTIMETERS
 JZ1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1928+STABILITY: SURFACE MOTION
 JZ1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1928+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 JZ1928
 JZ1928  HISTORY     - Date     Condition        Report By
 JZ1928  HISTORY     - 1939     MONUMENTED       CGS
 JZ1928  HISTORY     - 1970     GOOD             NGS
 JZ1928  HISTORY     - 1970     GOOD             NGS
 JZ1928  HISTORY     - 19860720 GOOD             NGS
 JZ1928  HISTORY     - 19880720 GOOD             NGS
 JZ1928  HISTORY     - 20220929 GOOD             INDOT
 JZ1928
 JZ1928                          STATION DESCRIPTION
 JZ1928
 JZ1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1928'ABOUT 1.5 MILES SOUTHWEST OF MILROY, 1.0 MILE WEST OF STATE
 JZ1928'HIGHWAY 3, IN A PASTURE OWNED
 JZ1928'BY H.P. OVERLEESE OF MILROY, AND FARMED BY LELAND VAN OSDOL, WHO
 JZ1928'LIVES ABOUT 200 YARDS WEST OF STATION ON NORTH SIDE OF ROAD, 21
 JZ1928'FEET SOUTH OF FENCE LINE, AND 82 FEET EAST OF THE NORTH EAST CORNER
 JZ1928'OF UNUSED FARMHOUSE.  SURFACE MARK IS STAMPED OVERLEESE, 1939 AND
 JZ1928'IS 15 INCHES UNDERGROUND.
 JZ1928'
 JZ1928'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND 244 AT MILROY,
 JZ1928'GO SOUTH ON STATE HIGHWAY 3 FOR 1.1 MILES TO A GRAVEL CROSS ROAD,
 JZ1928'TURN RIGHT AND GO WEST FOR 0.35 MILE TO AZIMUTH MARK IN HEADWALL ON
 JZ1928'RIGHT, AND CONTINUE WEST FOR 0.65 MILE TO STATION ON LEFT, EAST
 JZ1928'OF OLD FARMHOUSE.
 JZ1928'
 JZ1928'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JZ1928'BRONZE DISKS SET IN CONCRETE.
 JZ1928'
 JZ1928'REFERENCE MARK NO.1 IS SOUTHWEST OF STATION, ABOUT 157 FEET SOUTH OF
 JZ1928'THE CENTER LINE OF EAST-AND-WEST GRAVEL ROAD, IN THE EAST EDGE
 JZ1928'OF A NORTH-AND-SOUTH GRAVEL ROAD, AND 1 FOOT WEST OF WIRE FENCE. IT
 JZ1928'IS STAMPED OVERLEESE NO.1, 1939 AND PROJECTS 6 INCHES ABOVE
 JZ1928'GROUND.
 JZ1928'
 JZ1928'REFERENCE MARK NO.2 IS WEST-NORTHWEST OF STATION, 18 FEET SOUTH OF
 JZ1928'THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE FENCE LINE,
 JZ1928'AND 3 FEET EAST OF A DOUBLE-TRUNKED HICKORY SAPLING. IT IS STAMPED
 JZ1928'OVERLEESE NO.2, 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ1928'
 JZ1928'AZIMUTH MARK IS EAST OF STATION, ON THE NORTH SIDE OF GRAVEL ROAD
 JZ1928'THAT RUNS BY STATION, IN FRONT OF A WHITE HOUSE OCCUPIED BY
 JZ1928'EARL MERRITT, IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 JZ1928'CULVERT, THE TOP OF WHICH IS ABOUT 3 FEET ABOVE GROUND, AND IS
 JZ1928'STAMPED OVERLEESE, 1939.
 JZ1928
 JZ1928                          STATION RECOVERY (1970)
 JZ1928
 JZ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ1928'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  THE
 JZ1928'DISTANCE TO R.M. 1 MEASURED 0.79 FOOT LONGER AND WAS DOUBLE CHECKED
 JZ1928'IN THE FIELD.  A COMPLETE DESCRIPTION FOLLOWS.
 JZ1928'
 JZ1928'THE STATION IS LOCATED 10 MILES NORTH OF GREENSBURG, 7-1/2 MILES
 JZ1928'EAST-NORTHEAST OF ST. PAUL, 1-3/4 MILES SOUTHWEST OF MILROY, IN
 JZ1928'SEC. 23 OF T 12 N AND ON PROPERTY OF THE OVERLEESE ESTATE FARMED BY
 JZ1928'MR. RALPH NIEHOFF WHO LIVES 1 MILE EAST AND 1 MILE SOUTH OF THE
 JZ1928'STATION.  IT IS NEAR THE NORTH EDGE OF A CULTIVATED FIELD.
 JZ1928'
 JZ1928'TO REACH THE STATION FROM THE POST OFFICE IN MILROY GO WEST ON MAIN
 JZ1928'ST. (STATE HIGHWAY 244) FOR 0.3 MILE TO THE JUNCTION WITH STATE
 JZ1928'HIGHWAY 3.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 3 FOR 1.1 MILES
 JZ1928'TO A PAVED CROSSROAD (COUNTY ROAD 900).  TURN RIGHT AND GO WEST ON
 JZ1928'BLACK-TOPPED PAVEMENT FOR 0.3 MILE TO A SMALL CONCRETE BRIDGE AND
 JZ1928'THE AZIMUTH MARK IN THE NORTH RAIL.  CONTINUE WEST, UPHILL, 0.7 MILE
 JZ1928'TO THE STATION ON THE LEFT.
 JZ1928'
 JZ1928'THE STATION MARK IS A STANDARD DISK STAMPED OVERLEESE 1939 CEMENTED
 JZ1928'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET
 JZ1928'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 154 FEET EAST OF
 JZ1928'A GUYED, TWO WIRE, POWERLINE POLE, 73 FEET EAST-SOUTHEAST OF A
 JZ1928'METAL WITNESS POST WITH SIGN, AND 41 FEET SOUTH OF THE CENTER OF
 JZ1928'THE BLACK-TOPPED ROAD.
 JZ1928'
 JZ1928'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OVERLEESE NO 1
 JZ1928'1939 CEMENTED IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT
 JZ1928'PROJECTING 4-1/2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 98
 JZ1928'FEET SOUTH OF THE GUYED POWERLINE POLE, 10 FEET EAST OF THE CENTER
 JZ1928'OF A TRACK ROAD TO FARMHOUSE, 4 FEET NORTH-NORTHEAST OF A FENCE
 JZ1928'POST, AND 11 INCHES EAST OF A WOVEN WIRE FENCELINE.  IT IS AT
 JZ1928'ABOUT THE SAME ELEVATION AS THE STATION.
 JZ1928'
 JZ1928'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OVERLEESE NO 2
 JZ1928'1939 CEMENTED IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT
 JZ1928'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 94 FEET
 JZ1928'EAST-NORTHEAST OF THE GUYED POWERLINE POLE, 20 FEET SOUTH OF THE
 JZ1928'CENTER OF THE BLACK-TOPPED ROAD, 1 FOOT SOUTH OF THE METAL
 JZ1928'WITNESS POST WITH SIGN, AND ABOUT 15 INCHES HIGHER THAN THE
 JZ1928'STATION MARK.
 JZ1928'
 JZ1928'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OVERLEESE 1939
 JZ1928'CEMENTED IN A DRILL HOLE IN THE NORTH RAIL OF A SMALL CONCRETE
 JZ1928'BRIDGE.  IT IS 9 FEET NORTH OF THE CENTER OF THE ROAD, 7 FEET WEST
 JZ1928'OF THE EAST END OF THE BRIDGE RAIL, 32 INCHES ABOVE THE LEVEL OF
 JZ1928'THE ROADWAY, AND 1 FOOT EAST OF THE WEST END OF THE RAIL.
 JZ1928'
 JZ1928'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 JZ1928'
 JZ1928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 JZ1928'SOUTHWEST OF MILROY.
 JZ1928
 JZ1928                          STATION RECOVERY (1970)
 JZ1928
 JZ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JZ1928'1.8 MI SW FROM MILROY.
 JZ1928'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 244 FROM THE POST OFFICE
 JZ1928'IN MILROY, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JZ1928'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 900, SET IN THE TOP OF A
 JZ1928'12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 JZ1928'UNDERGROUND, 154 FEET EAST OF A GUYED, TWO WIRE POWERLINE POLE,
 JZ1928'73 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 41
 JZ1928'FEET SOUTH OF THE CENTER OF THE BLACK-TOPPED ROAD.  SEC 23,
 JZ1928'T12N, R.
 JZ1928
 JZ1928                          STATION RECOVERY (1986)
 JZ1928
 JZ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 JZ1928'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WAS RECOVERED
 JZ1928'IN GOOD CONDITION AS DESCRIBED IN 1970.  REFERENCE MARK 1 WAS FOUND
 JZ1928'DESTROYED AND THE AZIMUTH MARK WAS BLOCKED BY A UTILITY POLE ON LINE.
 JZ1928'OVERLEESE RM A WAS NOT SEARCHED FOR AT THIS TIME.  A NEW REFERENCE
 JZ1928'MARK 3 WAS ESTABLISHED AT THIS TIME AND IS DESCRIBED BELOW.  REFERENCE
 JZ1928'MARK 3 IS A STANDARD NGS DISK STAMPED---OVERLEESE 1939 NO 3 1986---,
 JZ1928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 JZ1928'IT IS 27.737 METERS, (91.000 FT) 91.0 FT (27.7 M) WEST FROM A UTILITY
 JZ1928'POLE, 21.031 METERS, (68.999 FT) 69.0 FT (21.0 M) EAST FROM A
 JZ1928'CARSONITE WITNESS POST AND 3.475 METERS, (11.401 FT) 11.4 FT (3.5 M)
 JZ1928'SOUTH FROM THE CENTER OF COUNTY ROAD 900.  IT IS 8.504 METERS (27.900
 JZ1928'FT) 27.90 FT (8.50 M) NORTH OF STATION IN AZIMUTH 178 DEGREES 49 FT
 JZ1928'(14.9 M) 51.97 INCHES.  TO REACH FOR THIS STATION IS STILL ADEQUATE.
 JZ1928'THE PROPERTY OWNER, MR RALPH NIEHOFF, WHO LIVES 1 MILE (1.6 KM) EAST
 JZ1928'AND 1 MILE (1.6 KM) SOUTH OF STATION AT THE FIRST FARM PAST BRIDGE ON
 JZ1928'HIGHWAY 3, SHOULD BE CONTACTED BEFORE STATION IS USED AS IT IS IN A
 JZ1928'CULTIVATED FIELD.
 JZ1928
 JZ1928                          STATION RECOVERY (1988)
 JZ1928
 JZ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ1928'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) SOUTHEAST OF
 JZ1928'SHELBYVILLE, 16.1 KM (10.00 MI) NORTH OF GREENSBURG, 2.4 KM (1.50 MI)
 JZ1928'SOUTHWEST OF MILROY, 1.6 KM (1.00 MI) WEST OF STATE HIGHWAY 3 AND IN
 JZ1928'A CULTIVATED FIELD.  OWNERSHIP--MR. RALPH NIEHOFF, RT 1, BOX 131,
 JZ1928'MILROY, IN 46156, PHONE 317-629-2832.
 JZ1928'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND
 JZ1928'244 IN MILROY, GO SOUTH ON STATE HIGHWAY 3 FOR 1.8 KM (1.10 MI) TO A
 JZ1928'CROSSROAD, TURN RIGHT AND GO WEST FOR 1.6 KM (1.00 MI) TO STATION ON
 JZ1928'THE LEFT IN CULTIVATED FIELD.
 JZ1928'THE STATION IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 JZ1928'STAMPED---OVERLEESE 1939---, SET IN THE TOP OF A 30 CM IN DIAMETER
 JZ1928'CONCRETE POST THAT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND
 JZ1928'SURFACE.  LOCATED 46.9 M (153.9 FT) EAST FROM A GUYED, TWO WIRE,
 JZ1928'POWERLINE POLE, 22.3 M (73.2 FT) EAST-SOUTHEAST FROM A METAL WITNESS
 JZ1928'POST WITH SIGN AND 12.5 M (41.0 FT) SOUTH FROM CENTER OF PAVED ROAD.
 JZ1928'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ1928'DESCRIBED BY D.A. BOWLING.
 JZ1928
 JZ1928                          STATION RECOVERY (2022)
 JZ1928
 JZ1928'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1928'MARK WAS FOUND AS DESCRIBED.  MARK IS 12 INCHES (30 CM) BELOW THE
 JZ1928'SURFACE IN A TILLED CORN FIELD AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1927 ***********************************************************************
 JZ1927  DESIGNATION -  OVERLEESE AZ MK
 JZ1927  PID         -  JZ1927
 JZ1927  STATE/COUNTY-  IN/RUSH
 JZ1927  COUNTRY     -  US
 JZ1927  USGS QUAD   -  MILROY (2019)
 JZ1927
 JZ1927                         *CURRENT SURVEY CONTROL
 JZ1927  ______________________________________________________________________
 JZ1927* NAD 83(1986) POSITION- 39 28 56.     (N) 085 29 06.     (W)   SCALED
 JZ1927* NAVD 88 ORTHO HEIGHT -   287.843 (meters)      944.36  (feet) ADJUSTED
 JZ1927  ______________________________________________________________________
 JZ1927  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ1927  DYNAMIC HEIGHT  -        287.667 (meters)      943.79  (feet) COMP
 JZ1927  MODELED GRAVITY -    980,007.1   (mgal)                       NAVD 88
 JZ1927
 JZ1927  VERT ORDER      -  SECOND    CLASS 0
 JZ1927
 JZ1927.The horizontal coordinates were scaled from a map and have
 JZ1927.an estimated accuracy of +/- 6 seconds.
 JZ1927
 JZ1927.The orthometric height was determined by differential leveling and
 JZ1927.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1927.in June 1991.
 JZ1927
 JZ1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1927.GEOID18 height accuracy estimate available here.
 JZ1927
 JZ1927.Click photographs - Photos may exist for this station.
 JZ1927
 JZ1927.The dynamic height is computed by dividing the NAVD 88
 JZ1927.geopotential number by the normal gravity value computed on the
 JZ1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1927.degrees latitude (g = 980.6199 gals.).
 JZ1927
 JZ1927.The modeled gravity was interpolated from observed gravity values.
 JZ1927
 JZ1927;                    North         East    Units  Estimated Accuracy
 JZ1927;SPC IN E     -   470,050.      115,630.      MT  (+/- 180 meters Scaled)
 JZ1927
 JZ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ302713(NAD 83)
 JZ1927
 JZ1927                          SUPERSEDED SURVEY CONTROL
 JZ1927
 JZ1927  NGVD 29 (??/??/92)  287.971  (m)          944.78   (f) ADJ UNCH    2 0
 JZ1927
 JZ1927.Superseded values are not recommended for survey control.
 JZ1927
 JZ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1927.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1927
 JZ1927_MARKER: DZ = AZIMUTH MARK DISK
 JZ1927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1927_SP_SET: BRIDGE
 JZ1927_STAMPING: OVERLEESE 1939
 JZ1927_MARK LOGO: CGS
 JZ1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1927
 JZ1927  HISTORY     - Date     Condition        Report By
 JZ1927  HISTORY     - 1939     MONUMENTED       CGS
 JZ1927  HISTORY     - 1970     GOOD             NGS
 JZ1927
 JZ1927                          STATION DESCRIPTION
 JZ1927
 JZ1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1927'1.8 MI SW FROM MILROY.
 JZ1927'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 244 FROM THE POST OFFICE
 JZ1927'IN MILROY, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JZ1927'ABOUT 0.3 MILE WEST ALONG COUNTY ROAD 900, SET IN THE WEST END
 JZ1927'OF THE NORTH RAIL OF A 10-FOOT CONCRETE BRIDGE, 9 FEET NORTH OF
 JZ1927'THE CENTER OF THE ROAD, 1 FOOT EAST OF THE WEST END OF THE RAILING
 JZ1927'AND 32 INCHES ABOVE THE LEVEL OF THE ROADWAY.  SEC 23, T12N, R.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1930 ***********************************************************************
 JZ1930  DESIGNATION -  OVERLEESE RM 1
 JZ1930  PID         -  JZ1930
 JZ1930  STATE/COUNTY-  IN/RUSH
 JZ1930  COUNTRY     -  US
 JZ1930  USGS QUAD   -  MILROY (2019)
 JZ1930
 JZ1930                         *CURRENT SURVEY CONTROL
 JZ1930  ______________________________________________________________________
 JZ1930* NAD 83(1986) POSITION- 39 28 54.54   (N) 085 29 51.47   (W)   HD_HELD1
 JZ1930* NAVD 88 ORTHO HEIGHT -   296.749 (meters)      973.58  (feet) ADJUSTED
 JZ1930  ______________________________________________________________________
 JZ1930  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 JZ1930  DYNAMIC HEIGHT  -        296.568 (meters)      972.99  (feet) COMP
 JZ1930  MODELED GRAVITY -    980,007.6   (mgal)                       NAVD 88
 JZ1930
 JZ1930  VERT ORDER      -  SECOND    CLASS 0
 JZ1930
 JZ1930.The horizontal coordinates were determined by differentially corrected
 JZ1930.hand held GPS observations or other comparable positioning techniques
 JZ1930.and have an estimated accuracy of +/- 3 meters.
 JZ1930
 JZ1930.The orthometric height was determined by differential leveling and
 JZ1930.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1930.in June 1991.
 JZ1930
 JZ1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1930.GEOID18 height accuracy estimate available here.
 JZ1930
 JZ1930.Click photographs - Photos may exist for this station.
 JZ1930
 JZ1930.The dynamic height is computed by dividing the NAVD 88
 JZ1930.geopotential number by the normal gravity value computed on the
 JZ1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1930.degrees latitude (g = 980.6199 gals.).
 JZ1930
 JZ1930.The modeled gravity was interpolated from observed gravity values.
 JZ1930
 JZ1930;                    North         East    Units  Estimated Accuracy
 JZ1930;SPC IN E     -   469,999.5     114,542.7     MT  (+/- 3 meters HH1 GPS) 
 JZ1930
 JZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2920871323(NAD 83)
 JZ1930
 JZ1930                          SUPERSEDED SURVEY CONTROL
 JZ1930
 JZ1930  NGVD 29 (??/??/92)  296.876  (m)          974.00   (f) ADJ UNCH    2 0
 JZ1930
 JZ1930.Superseded values are not recommended for survey control.
 JZ1930
 JZ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1930.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1930
 JZ1930_MARKER: DR = REFERENCE MARK DISK
 JZ1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1930_STAMPING: OVERLEESE NO 1 1939
 JZ1930_MARK LOGO: CGS
 JZ1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1930+STABILITY: SURFACE MOTION
 JZ1930
 JZ1930  HISTORY     - Date     Condition        Report By
 JZ1930  HISTORY     - 1939     MONUMENTED       CGS
 JZ1930  HISTORY     - 1970     GOOD             NGS
 JZ1930
 JZ1930                          STATION DESCRIPTION
 JZ1930
 JZ1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1930'1.8 MI SW FROM MILROY.
 JZ1930'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 244 FROM THE POST OFFICE
 JZ1930'IN MILROY, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JZ1930'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 900, CEMENTED IN THE TOP
 JZ1930'OF A 9-INCH SQUARE CONCRETE MONUMENT, 98 FEET SOUTH OF A GUYED
 JZ1930'POWERLINE POLE, 10 FEET EAST OF THE CENTER OF A TRACK ROAD TO
 JZ1930'FARM HOUSE, 4 FEET NORTH-NORTHEAST OF A FENCE POST AND 11 INCHES
 JZ1930'EAST OF A WOVEN WIRE FENCELINE, AND PROJECTING 4-1/2 INCHES ABOVE
 JZ1930'THE SURFACE OF THE GROUND.  SEC 23, T12N, R.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1929 ***********************************************************************
 JZ1929  DESIGNATION -  OVERLEESE RM 2
 JZ1929  PID         -  JZ1929
 JZ1929  STATE/COUNTY-  IN/RUSH
 JZ1929  COUNTRY     -  US
 JZ1929  USGS QUAD   -  MILROY (2019)
 JZ1929
 JZ1929                         *CURRENT SURVEY CONTROL
 JZ1929  ______________________________________________________________________
 JZ1929* NAD 83(1986) POSITION- 39 28 55.95   (N) 085 29 50.43   (W)   HD_HELD1
 JZ1929* NAVD 88 ORTHO HEIGHT -   297.583 (meters)      976.32  (feet) ADJUSTED
 JZ1929  ______________________________________________________________________
 JZ1929  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 JZ1929  DYNAMIC HEIGHT  -        297.401 (meters)      975.72  (feet) COMP
 JZ1929  MODELED GRAVITY -    980,007.6   (mgal)                       NAVD 88
 JZ1929
 JZ1929  VERT ORDER      -  SECOND    CLASS 0
 JZ1929
 JZ1929.The horizontal coordinates were determined by differentially corrected
 JZ1929.hand held GPS observations or other comparable positioning techniques
 JZ1929.and have an estimated accuracy of +/- 3 meters.
 JZ1929
 JZ1929.The orthometric height was determined by differential leveling and
 JZ1929.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1929.in June 1991.
 JZ1929
 JZ1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1929.GEOID18 height accuracy estimate available here.
 JZ1929
 JZ1929.Click photographs - Photos may exist for this station.
 JZ1929
 JZ1929.The dynamic height is computed by dividing the NAVD 88
 JZ1929.geopotential number by the normal gravity value computed on the
 JZ1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1929.degrees latitude (g = 980.6199 gals.).
 JZ1929
 JZ1929.The modeled gravity was interpolated from observed gravity values.
 JZ1929
 JZ1929;                    North         East    Units  Estimated Accuracy
 JZ1929;SPC IN E     -   470,043.0     114,567.5     MT  (+/- 3 meters HH1 GPS) 
 JZ1929
 JZ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2923271367(NAD 83)
 JZ1929
 JZ1929                          SUPERSEDED SURVEY CONTROL
 JZ1929
 JZ1929  NGVD 29 (??/??/92)  297.711  (m)          976.74   (f) ADJ UNCH    2 0
 JZ1929
 JZ1929.Superseded values are not recommended for survey control.
 JZ1929
 JZ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1929.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1929
 JZ1929_MARKER: DR = REFERENCE MARK DISK
 JZ1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1929_STAMPING: OVERLEESE NO 2 1939
 JZ1929_MARK LOGO: CGS
 JZ1929_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1929+STABILITY: SURFACE MOTION
 JZ1929
 JZ1929  HISTORY     - Date     Condition        Report By
 JZ1929  HISTORY     - 1939     MONUMENTED       CGS
 JZ1929  HISTORY     - 1970     GOOD             NGS
 JZ1929  HISTORY     - 20220929 SEE DESCRIPTION  INDOT
 JZ1929
 JZ1929                          STATION DESCRIPTION
 JZ1929
 JZ1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1929'1.8 MI SW FROM MILROY.
 JZ1929'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 244 FROM THE POST OFFICE
 JZ1929'IN MILROY, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JZ1929'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 900, CEMENTED IN THE TOP
 JZ1929'OF A 9-INCH SQUARE CONCRETE MONUMENT, 94 FEET EAST-NORTHEAST
 JZ1929'OF A GUYED POWERLINE POLE, 20 FEET SOUTH OF THE CENTER OF
 JZ1929'A BLACK-TOPPED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST WITH
 JZ1929'SIGN AND PROJECTING 5 INCHES ABOVE THE GROUND.  SEC 23, T12N, R.
 JZ1929
 JZ1929                          STATION RECOVERY (2022)
 JZ1929
 JZ1929'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1929'MARK WAS FOUND AS DESCRIBED, 6 INCHES (15 CM) ABOVE THE SURFACE.
 JZ1929'THERE IS A LARGE CHUNK OF CONCRETE BROKEN OFF OF THE TOP NE CORNER.
 JZ1929'THERE ARE NO CURRENT SIGNS OF DISPLACEMENT BUT THE MARK IS TILTED TO
 JZ1929'THE NORTHWEST AND APPEARS LIKE IT COULD HAVE BEEN STRUCK BY SOME TYPE
 JZ1929'OF EQUIPMENT IN THE PAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3353 ***********************************************************************
 JZ3353  DESIGNATION -  OVERLEESE RM A
 JZ3353  PID         -  JZ3353
 JZ3353  STATE/COUNTY-  IN/RUSH
 JZ3353  COUNTRY     -  US
 JZ3353  USGS QUAD   -  MILROY (2019)
 JZ3353
 JZ3353                         *CURRENT SURVEY CONTROL
 JZ3353  ______________________________________________________________________
 JZ3353* NAD 83(1997) POSITION- 39 28 55.40702(N) 085 29 48.52955(W)   ADJUSTED
 JZ3353* NAVD 88 ORTHO HEIGHT -   296.81  (+/-2cm)      973.8   (feet) VERTCON3
 JZ3353  ______________________________________________________________________
 JZ3353  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 JZ3353  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 JZ3353  HORZ ORDER      -  FIRST
 JZ3353  VERT ORDER      -  THIRD ? (See Below)
 JZ3353
 JZ3353.The horizontal coordinates were established by classical geodetic methods
 JZ3353.and adjusted by the National Geodetic Survey in May 1999.
 JZ3353
 JZ3353.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3353
 JZ3353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3353.GEOID18 height accuracy estimate available here.
 JZ3353
 JZ3353.The vertical order pertains to the NGVD 29 superseded value.
 JZ3353
 JZ3353.Click photographs - Photos may exist for this station.
 JZ3353
 JZ3353.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3353
 JZ3353. The following values were computed from the NAD 83(1997) position.
 JZ3353
 JZ3353;                    North         East     Units Scale Factor Converg.
 JZ3353;SPC IN E     -   470,026.346   114,612.902   MT  0.99996929   +0 06 28.8
 JZ3353;SPC IN E     - 1,542,078.10    376,025.83   sFT  0.99996929   +0 06 28.8
 JZ3353;UTM  16      - 4,371,351.660   629,278.567   MT  0.99980577   +0 57 21.3
 JZ3353
 JZ3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3353!SPC IN E     -   0.99995878  x   0.99996929  =   0.99992807
 JZ3353!UTM  16      -   0.99995878  x   0.99980577  =   0.99976456
 JZ3353
 JZ3353:                Primary Azimuth Mark                     Grid Az
 JZ3353:SPC IN E     -  JOHNSON                                  344 04 24.4
 JZ3353:UTM  16      -  JOHNSON                                  343 13 31.9
 JZ3353
 JZ3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2927871351(NAD 83)
 JZ3353
 JZ3353|---------------------------------------------------------------------|
 JZ3353| PID    Reference Object                     Distance      Geod. Az  |
 JZ3353|                                                           dddmmss.s |
 JZ3353| JZ1928 OVERLEESE                            26.558 METERS 29343     |
 JZ3353| JZ3385 JOHNSON                             APPROX.11.2 KM 3441053.2 |
 JZ3353|---------------------------------------------------------------------|
 JZ3353
 JZ3353                          SUPERSEDED SURVEY CONTROL
 JZ3353
 JZ3353  NAD 83(1995)-  39 28 55.40725(N)    085 29 48.53280(W) AD(       ) 1
 JZ3353  NAD 83(1993)-  39 28 55.40834(N)    085 29 48.53689(W) AD(       ) 1
 JZ3353  NAD 83(1986)-  39 28 55.40769(N)    085 29 48.53809(W) AD(       ) 1
 JZ3353  NAD 27      -  39 28 55.23372(N)    085 29 48.64355(W) AD(       ) 1
 JZ3353  NGVD 29             296.94   (m)          974.2    (f) LEVELING    3  
 JZ3353
 JZ3353.Superseded values are not recommended for survey control.
 JZ3353
 JZ3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3353.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3353
 JZ3353_MARKER: DS = TRIANGULATION STATION DISK
 JZ3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3353_STAMPING: OVERLEESE RM A 1970
 JZ3353_MARK LOGO: CGS
 JZ3353_PROJECTION: RECESSED 46 CENTIMETERS
 JZ3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3353+STABILITY: SURFACE MOTION
 JZ3353
 JZ3353  HISTORY     - Date     Condition        Report By
 JZ3353  HISTORY     - 1970     MONUMENTED       NGS
 JZ3353
 JZ3353                          STATION DESCRIPTION
 JZ3353
 JZ3353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3353'THE STATION IS LOCATED 10 MILES NORTH OF GREENSBURG, 7-1/2 MILES
 JZ3353'EAST-NORTHEAST OF ST. PAUL, 1-3/4 MILES SOUTHWEST OF MILROY, IN
 JZ3353'SEC. 23 OF T 12 N AND ON PROPERTY OF THE OVERLEESE ESTATE FARMED
 JZ3353'BY MR. RALPH NIEHOFF WHO LIVES 1 MILE EAST AND 1 MILE SOUTH OF
 JZ3353'THE STATION.  IT IS NEAR THE NORTH EDGE OF A CULTIVATED FIELD.
 JZ3353'
 JZ3353'THE STATION MARKS ARE STANDARD DISKS STAMPED OVERLEESE RM A
 JZ3353'1970.  THE SURFACE MARK IS SET IN THE TOP OF A IRREGULAR MASS
 JZ3353'OF CONCRETE THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS
 JZ3353'160 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 JZ3353'ATTACHED AND 75 FEET SOUTH OF THE CENTER OF THE SURFACED
 JZ3353'ROAD.  THE UNDERGROUND MARK IS ABOUT 52 INCHES BELOW GROUND
 JZ3353'SURFACE.
 JZ3353'
 JZ3353'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JZ3353'OVERLEESE 1970, WITH THE DISTANCE (REDUCED TO SEA LEVEL).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2048 ***********************************************************************
 JA2048  DESIGNATION -  OVERTON
 JA2048  PID         -  JA2048
 JA2048  STATE/COUNTY-  IN/POSEY
 JA2048  COUNTRY     -  US
 JA2048  USGS QUAD   -  POSEYVILLE (2019)
 JA2048
 JA2048                         *CURRENT SURVEY CONTROL
 JA2048  ______________________________________________________________________
 JA2048* NAD 83(1997) POSITION- 38 11 34.83404(N) 087 52 21.11341(W)   ADJUSTED
 JA2048* NAVD 88 ORTHO HEIGHT -   141.0   (meters)      463.    (feet) VERTCON3
 JA2048  ______________________________________________________________________
 JA2048  GEOID HEIGHT    -        -30.986 (meters)                     GEOID18
 JA2048  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JA2048  HORZ ORDER      -  SECOND
 JA2048
 JA2048.The horizontal coordinates were established by classical geodetic methods
 JA2048.and adjusted by the National Geodetic Survey in May 1999.
 JA2048
 JA2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2048
 JA2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2048.GEOID18 height accuracy estimate available here.
 JA2048
 JA2048.Click photographs - Photos may exist for this station.
 JA2048
 JA2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2048
 JA2048. The following values were computed from the NAD 83(1997) position.
 JA2048
 JA2048;                    North         East     Units Scale Factor Converg.
 JA2048;SPC IN W     -   327,211.439   830,866.635   MT  1.00002551   -0 29 16.8
 JA2048;SPC IN W     - 1,073,526.20  2,725,934.95   sFT  1.00002551   -0 29 16.8
 JA2048;UTM  16      - 4,227,589.905   423,594.576   MT  0.99967190   -0 32 22.3
 JA2048
 JA2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2048!SPC IN W     -   0.99998274  x   1.00002551  =   1.00000825
 JA2048!UTM  16      -   0.99998274  x   0.99967190  =   0.99965465
 JA2048
 JA2048:                Primary Azimuth Mark                     Grid Az
 JA2048:SPC IN W     -  OVERTON AZ MK                            042 56 39.0
 JA2048:UTM  16      -  OVERTON AZ MK                            042 59 44.5
 JA2048
 JA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2359427589(NAD 83)
 JA2048
 JA2048|---------------------------------------------------------------------|
 JA2048| PID    Reference Object                     Distance      Geod. Az  |
 JA2048|                                                           dddmmss.s |
 JA2048| CG9590 OVERTON AZ MK                                      0422722.2 |
 JA2048| CG9591 OVERTON RM 1                         26.321 METERS 12624     |
 JA2048| CG9592 OVERTON RM 2                         26.793 METERS 23605     |
 JA2048|---------------------------------------------------------------------|
 JA2048
 JA2048                          SUPERSEDED SURVEY CONTROL
 JA2048
 JA2048  NAD 83(1993)-  38 11 34.84140(N)    087 52 21.11144(W) AD(       ) 2
 JA2048  NAD 83(1986)-  38 11 34.84406(N)    087 52 21.11365(W) AD(       ) 2
 JA2048  NAD 27      -  38 11 34.68110(N)    087 52 21.01031(W) AD(       ) 2
 JA2048  NGVD 29 (07/19/86)  141.1    (m)          463.     (f) VERT ANG       
 JA2048
 JA2048.Superseded values are not recommended for survey control.
 JA2048
 JA2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2048.See file dsdata.pdf to determine how the superseded data were derived.
 JA2048
 JA2048_MARKER: DS = TRIANGULATION STATION DISK
 JA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2048_STAMPING: OVERTON 1961
 JA2048_MARK LOGO: CGS
 JA2048_PROJECTION: FLUSH
 JA2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2048+STABILITY: SURFACE MOTION
 JA2048
 JA2048  HISTORY     - Date     Condition        Report By
 JA2048  HISTORY     - 1961     MONUMENTED       CGS
 JA2048  HISTORY     - 1964     GOOD             CGS
 JA2048
 JA2048                          STATION DESCRIPTION
 JA2048
 JA2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2048'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-SOUTHEAST OF GRIFFIN,
 JA2048'ABOUT 2.5 MILES WEST-NORTHWEST OF STEWARTSVILLE, ABOUT 2.5 MILES SOUTH
 JA2048'OF THE POSEY-GIBSON COUNTY LINE AND ABOUT 0.15 MILE SOUTHWEST OF THE
 JA2048'FARM BUILDINGS OF NELL OVERTON.
 JA2048'
 JA2048'TO REACH THE STATION FROM THE POST OFFICE IN GRIFFIN, GO SOUTH ON THE
 JA2048'MAIN STREET FOR 0.2 MILE TO CROSSROAD, TURN LEFT, GO EAST ON BLACKTOP
 JA2048'ROAD FOR 2.0 MILE TO FORKS JUST AFTER CROSSING A CONCRETE BRIDGE, TURN
 JA2048'SHARP LEFT, GO EASTERLY ON THE MAIN ROAD FOR 0.5 MILE, TURN RIGHT
 JA2048'FOLLOWING THE MAIN ROAD SOUTHERLY FOR 0.3 MILE TO TOP OF HILL AND FARM
 JA2048'HOUSE OF NELL OVERTON ON RIGHT, TURN RIGHT AT THE WEST SIDE OF HOUSE,
 JA2048'PASS THROUGH GATE, GO SOUTHERLY FOR 0.1 MILE, BEAR RIGHT AND GO
 JA2048'SOUTHWEST ACROSS PASTURE FOR 0.1 MILE TO THE STATION.
 JA2048'
 JA2048'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JA2048'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2048'STAMPTED OVERTON 1961.  THE MARK IS 107 FEET NORTHEAST OF A LARGE
 JA2048'DOUBLE TRUNK TREE, 85.2 FEET NORTHWEST OF A WITNESS POST, 66 FEET
 JA2048'NORTH OF A TRIANGLE BLAZED PEAR TREE AND 50 FEET NORTH OF FENCE.
 JA2048'
 JA2048'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2048'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2048'AND IS STAMPED OVERTON NO 1 1961.  THE MARK IS 1.5 FEET EAST OF
 JA2048'WITNESS POST AND 1 FOOT NORTH OF FENCE.
 JA2048'
 JA2048'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2048'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2048'AND IS STAMPED OVERTON NO 2 1961.  THE MARK IS 140.6 FEET WEST OF
 JA2048'WITNESS POST, 23 FEET EAST OF A DOUBLE TRUNK TREE AND 1 FOOT NORTH OF
 JA2048'FENCE.
 JA2048'
 JA2048'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA2048'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS
 JA2048'STAMPED OVERTON 1961.  THE MARK IS 57 FEET WEST OF POWER LINE POLE, 19
 JA2048'FEET NORTH OF CENTER OF ROAD, 2.8 FEET WEST OF A WITNESS POST AND 1
 JA2048'FOOT SOUTH OF FENCE.
 JA2048'
 JA2048'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST AND NORTH
 JA2048'ACROSS PASTURE FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND GO EAST ON
 JA2048'BLACKTOP ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF
 JA2048'ROAD.
 JA2048'
 JA2048'THE DISTANCE FROM RM NO 1 TO RM NO 2 IS 142 FEET.
 JA2048'
 JA2048'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 JA2048
 JA2048                          STATION RECOVERY (1964)
 JA2048
 JA2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA2048'THE STATION WAS RECOVERED ABOUT AS DESCRIBED AND FOUND IN GOOD
 JA2048'CONDITION.  THE DESCRIPTION OF THE STATION IS ADEQUATE WITH THE
 JA2048'FOLLOWING CHANGES.  DELETE THE PEAR TREE WITH THE TRIANGULAR BLAZE AS
 JA2048'IT HAS BEEN DESTROYED AND ADD, THE STATION IS 113 EAST-SOUTHEAST OF A
 JA2048'BRACED FENCED CORNER.
 JA2048'
 JA2048'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JA2048'DESCRIBED AND FOUND IN GOOD CONDITION.
 JA2048'
 JA2048'THE TO REACH IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2559 ***********************************************************************
 LB2559  DESIGNATION -  OWASCO
 LB2559  PID         -  LB2559
 LB2559  STATE/COUNTY-  IN/CARROLL
 LB2559  COUNTRY     -  US
 LB2559  USGS QUAD   -  PYRMONT (2019)
 LB2559
 LB2559                         *CURRENT SURVEY CONTROL
 LB2559  ______________________________________________________________________
 LB2559* NAD 83(1997) POSITION- 40 28 30.77921(N) 086 38 18.10496(W)   ADJUSTED
 LB2559* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2559  ______________________________________________________________________
 LB2559  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 LB2559  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 LB2559  HORZ ORDER      -  SECOND
 LB2559
 LB2559.The horizontal coordinates were established by classical geodetic methods
 LB2559.and adjusted by the National Geodetic Survey in May 1999.
 LB2559
 LB2559.The orthometric height was scaled from a topographic map.
 LB2559
 LB2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2559.GEOID18 height accuracy estimate available here.
 LB2559
 LB2559.Click photographs - Photos may exist for this station.
 LB2559
 LB2559.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2559
 LB2559. The following values were computed from the NAD 83(1997) position.
 LB2559
 LB2559;                    North         East     Units Scale Factor Converg.
 LB2559;SPC IN W     -   580,378.641   937,731.863   MT  0.99998418   +0 17 19.8
 LB2559;SPC IN W     - 1,904,125.59  3,076,541.95   sFT  0.99998418   +0 17 19.8
 LB2559;UTM  16      - 4,480,566.564   530,654.247   MT  0.99961157   +0 14 05.1
 LB2559
 LB2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2559!SPC IN W     -   0.99997210  x   0.99998418  =   0.99995628
 LB2559!UTM  16      -   0.99997210  x   0.99961157  =   0.99958368
 LB2559
 LB2559:                Primary Azimuth Mark                     Grid Az
 LB2559:SPC IN W     -  OWASCO AZ MK                             356 52 18.3
 LB2559:UTM  16      -  OWASCO AZ MK                             356 55 33.0
 LB2559
 LB2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3065480566(NAD 83)
 LB2559
 LB2559|---------------------------------------------------------------------|
 LB2559| PID    Reference Object                     Distance      Geod. Az  |
 LB2559|                                                           dddmmss.s |
 LB2559| CC9094 OWASCO RM 1                          23.055 METERS 06742     |
 LB2559| LB2543 ROSSVILLE MUNICIPAL TANK            APPROX. 7.3 KM 1464841.7 |
 LB2559| CC9095 OWASCO RM 2                          26.508 METERS 17018     |
 LB2559| CC9093 OWASCO AZ MK                                       3570938.1 |
 LB2559|---------------------------------------------------------------------|
 LB2559
 LB2559                          SUPERSEDED SURVEY CONTROL
 LB2559
 LB2559  NAD 83(1986)-  40 28 30.78529(N)    086 38 18.11683(W) AD(       ) 2
 LB2559  NAD 27      -  40 28 30.65960(N)    086 38 18.10110(W) AD(       ) 2
 LB2559
 LB2559.Superseded values are not recommended for survey control.
 LB2559
 LB2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2559.See file dsdata.pdf to determine how the superseded data were derived.
 LB2559
 LB2559_MARKER: DS = TRIANGULATION STATION DISK
 LB2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2559_STAMPING: OWASCO 1948
 LB2559_MARK LOGO: CGS
 LB2559_PROJECTION: FLUSH
 LB2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2559+STABILITY: SURFACE MOTION
 LB2559
 LB2559  HISTORY     - Date     Condition        Report By
 LB2559  HISTORY     - 1948     MONUMENTED       CGS
 LB2559  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB2559
 LB2559                          STATION DESCRIPTION
 LB2559
 LB2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2559'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF DELPHI AND 3 MILES
 LB2559'NORTHWEST OF ROSSVILLE ON RIGHT OF WAY OF STATE HIGHWAY 39.  IT IS
 LB2559'122 FEET NORTHWEST OF INTERSECTION OF HIGHWAY 39 AND A GRAVEL
 LB2559'CROSSROAD, 75 FEET WEST OF A WHITE WITNESS POST, 46 FEET EAST OF
 LB2559'CENTER OF A GRAVEL ROAD AND 45 FEET WEST OF CENTER OF HIGHWAY 39.
 LB2559'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED OWASCO
 LB2559'1948.
 LB2559'
 LB2559'REFERENCE MARK NO. 1 IS 75.64 FEET NORTHEAST OF STATION.  IT IS 31
 LB2559'FEET EAST OF CENTER OF HIGHWAY 39, 3 FEET NORTH OF WHITE WITNESS
 LB2559'POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 LB2559'AND THE DISK IS STAMPED OWASCO NO 1 1948.
 LB2559'
 LB2559'REFERENCE MARK NO. 2 IS 86.97 FEET SOUTH OF STATION.  IT IS 45 FEET
 LB2559'WEST OF CENTER OF HIGHWAY 39 AND 10 FEET NORTH OF CENTER OF A GRAVEL
 LB2559'ROAD.  THE DISK IS SET FLUSH IN THE WEST END OF A CONCRETE CULVERT
 LB2559'WHICH PROJECTS ABOUT 2 FEET AND IT IS STAMPED OWASCO NO 2 1948.
 LB2559'
 LB2559'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 28 FEET WEST OF
 LB2559'CENTER OF HIGHWAY 39, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LB2559'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LB2559'DISK IS STAMPED OWASCO 1948.
 LB2559'
 LB2559'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 39
 LB2559'IN DELPHI, GO SOUTHEAST AND SOUTH ON HIGHWAY 39 FOR 8.2 MILES TO
 LB2559'THE AZIMUTH MARK ON RIGHT OR WEST OF HIGHWAY AS DESCRIBED.
 LB2559'CONTINUE SOUTH ON HIGHWAY 39 FOR 0.3 MILE TO STATION ON RIGHT OR
 LB2559'WEST OF HIGHWAY AS DESCRIBED.
 LB2559'
 LB2559'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2559
 LB2559                          STATION RECOVERY (2009)
 LB2559
 LB2559'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2559'MARK NOT FOUND (AREA IS COVERED WITH GRAVEL)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2308 ***********************************************************************
 ME2308  DESIGNATION -  OWEN
 ME2308  PID         -  ME2308
 ME2308  STATE/COUNTY-  IN/FULTON
 ME2308  COUNTRY     -  US
 ME2308  USGS QUAD   -  KEWANNA (2019)
 ME2308
 ME2308                         *CURRENT SURVEY CONTROL
 ME2308  ______________________________________________________________________
 ME2308* NAD 83(1997) POSITION- 41 04 47.17785(N) 086 24 52.47471(W)   ADJUSTED
 ME2308* NAVD 88 ORTHO HEIGHT -   234.86  (+/-2cm)      770.5   (feet) VERTCON3
 ME2308  ______________________________________________________________________
 ME2308  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 ME2308  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 ME2308  HORZ ORDER      -  SECOND
 ME2308  VERT ORDER      -  THIRD ? (See Below)
 ME2308
 ME2308.The horizontal coordinates were established by classical geodetic methods
 ME2308.and adjusted by the National Geodetic Survey in May 1999.
 ME2308
 ME2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2308
 ME2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2308.GEOID18 height accuracy estimate available here.
 ME2308
 ME2308.The vertical order pertains to the NGVD 29 superseded value.
 ME2308
 ME2308.Click photographs - Photos may exist for this station.
 ME2308
 ME2308.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2308
 ME2308. The following values were computed from the NAD 83(1997) position.
 ME2308
 ME2308;                    North         East     Units Scale Factor Converg.
 ME2308;SPC IN E     -   647,686.462    37,152.260   MT  1.00001526   -0 29 29.3
 ME2308;SPC IN E     - 2,124,951.33    121,890.37   sFT  1.00001526   -0 29 29.3
 ME2308;SPC IN W     -   647,632.426   956,196.407   MT  1.00000552   +0 26 22.0
 ME2308;SPC IN W     - 2,124,774.05  3,137,121.05   sFT  1.00000552   +0 26 22.0
 ME2308;UTM  16      - 4,547,777.618   549,175.739   MT  0.99962976   +0 23 04.9
 ME2308
 ME2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2308!SPC IN E     -   0.99996843  x   1.00001526  =   0.99998369
 ME2308!SPC IN W     -   0.99996843  x   1.00000552  =   0.99997395
 ME2308!UTM  16      -   0.99996843  x   0.99962976  =   0.99959820
 ME2308
 ME2308:                Primary Azimuth Mark                     Grid Az
 ME2308:SPC IN E     -  ORANGE                                   180 35 55.8
 ME2308:SPC IN W     -  ORANGE                                   179 40 04.5
 ME2308:UTM  16      -  ORANGE                                   179 43 21.6
 ME2308
 ME2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4917547777(NAD 83)
 ME2308
 ME2308|---------------------------------------------------------------------|
 ME2308| PID    Reference Object                     Distance      Geod. Az  |
 ME2308|                                                           dddmmss.s |
 ME2308| CM4327 OWEN RM                              34.510 METERS 05613     |
 ME2308| ME2307 ORANGE                              APPROX. 3.5 KM 1800626.5 |
 ME2308|---------------------------------------------------------------------|
 ME2308
 ME2308                          SUPERSEDED SURVEY CONTROL
 ME2308
 ME2308  NAD 83(1986)-  41 04 47.18296(N)    086 24 52.48445(W) AD(       ) 2
 ME2308  NAD 27      -  41 04 47.03700(N)    086 24 52.46850(W) AD(       ) 2
 ME2308  USSD        -  41 04 47.05600(N)    086 24 52.30400(W) AD(       ) 3
 ME2308  NGVD 29             234.99   (m)          771.0    (f) LEVELING    3  
 ME2308
 ME2308.Superseded values are not recommended for survey control.
 ME2308
 ME2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2308.See file dsdata.pdf to determine how the superseded data were derived.
 ME2308
 ME2308_MARKER: DS = TRIANGULATION STATION DISK
 ME2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2308_STAMPING: OWEN 1920
 ME2308_MARK LOGO: CGS
 ME2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2308+STABILITY: SURFACE MOTION
 ME2308
 ME2308  HISTORY     - Date     Condition        Report By
 ME2308  HISTORY     - 1920     MONUMENTED       CGS
 ME2308  HISTORY     - 1934     GOOD             INGS
 ME2308
 ME2308                          STATION DESCRIPTION
 ME2308
 ME2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2308'FOUR AND ONE-FOURTH
 ME2308'MILES N OF
 ME2308'KEWANNA, ON THE E SIDE OF THE TRACK, 150 YARDS N OF MILE-POST
 ME2308'T.H. 139, 400 YARDS S OF A
 ME2308'WAGON ROAD CROSSING, 500 YARDS N OF
 ME2308'A WATER TOWER, 5.030 METERS (16.50 FEET) E OF
 ME2308'THE E AND NEAREST RAIL.
 ME2308'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 ME2308'SET IN CONCRETE
 ME2308'AS DESCRIBED.  THE REFERENCE
 ME2308'MARK IS ON THE SAME (E) SIDE
 ME2308'OF THE TRACK, 10.52 METERS (34.51 FEET)
 ME2308'FROM THE STATION N 56 DEG 13 MIN E.
 ME2308
 ME2308                          STATION RECOVERY (1934)
 ME2308
 ME2308'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2308'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1681 ***********************************************************************
 JA1681  DESIGNATION -  OWENS
 JA1681  PID         -  JA1681
 JA1681  STATE/COUNTY-  IN/WASHINGTON
 JA1681  COUNTRY     -  US
 JA1681  USGS QUAD   -  KOSSUTH (2019)
 JA1681
 JA1681                         *CURRENT SURVEY CONTROL
 JA1681  ______________________________________________________________________
 JA1681* NAD 83(1997) POSITION- 38 40 07.23770(N) 086 05 52.24328(W)   ADJUSTED
 JA1681* NAVD 88 ORTHO HEIGHT -   293.34  (+/-2cm)      962.4   (feet) VERTCON3
 JA1681  ______________________________________________________________________
 JA1681  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 JA1681  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 JA1681  HORZ ORDER      -  FIRST
 JA1681  VERT ORDER      -  THIRD ? (See Below)
 JA1681
 JA1681.The horizontal coordinates were established by classical geodetic methods
 JA1681.and adjusted by the National Geodetic Survey in May 1999.
 JA1681
 JA1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1681
 JA1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1681.GEOID18 height accuracy estimate available here.
 JA1681
 JA1681.The vertical order pertains to the NGVD 29 superseded value.
 JA1681
 JA1681.Click photographs - Photos may exist for this station.
 JA1681
 JA1681.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1681
 JA1681. The following values were computed from the NAD 83(1997) position.
 JA1681
 JA1681;                    North         East     Units Scale Factor Converg.
 JA1681;SPC IN E     -   379,804.818    62,476.144   MT  0.99998400   -0 16 09.9
 JA1681;SPC IN E     - 1,246,076.31    204,973.82   sFT  0.99998400   -0 16 09.9
 JA1681;UTM  16      - 4,280,396.453   578,482.885   MT  0.99967585   +0 33 49.4
 JA1681
 JA1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1681!SPC IN E     -   0.99995923  x   0.99998400  =   0.99994323
 JA1681!UTM  16      -   0.99995923  x   0.99967585  =   0.99963509
 JA1681
 JA1681:                Primary Azimuth Mark                     Grid Az
 JA1681:SPC IN E     -  OWENS AZ MK                              016 29 24.8
 JA1681:UTM  16      -  OWENS AZ MK                              015 39 25.5
 JA1681
 JA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7848280396(NAD 83)
 JA1681
 JA1681|---------------------------------------------------------------------|
 JA1681| PID    Reference Object                     Distance      Geod. Az  |
 JA1681|                                                           dddmmss.s |
 JA1681| CG9593 OWENS AZ MK                                        0161314.9 |
 JA1681| JA1688 SALEM SMITH CABINET CO STACK        APPROX. 7.1 KM 1783250.1 |
 JA1681| JA1686 SALEM SMITH CABINET CO TANK         APPROX. 7.2 KM 1784443.3 |
 JA1681| JA1682 SALEM GRADE SCHOOL CUPOLA           APPROX. 6.8 KM 1791218.8 |
 JA1681| JA1687 SALEM WASHINGTON CO CTHSE CUP       APPROX. 7.0 KM 1820650.3 |
 JA1681| CG9594 OWENS RM 1                           36.457 METERS 19642     |
 JA1681| CG9595 OWENS RM 2                           41.258 METERS 27435     |
 JA1681|---------------------------------------------------------------------|
 JA1681
 JA1681                          SUPERSEDED SURVEY CONTROL
 JA1681
 JA1681  NAD 83(1993)-  38 40 07.24104(N)    086 05 52.24389(W) AD(       ) 1
 JA1681  NAD 83(1986)-  38 40 07.24164(N)    086 05 52.24712(W) AD(       ) 1
 JA1681  NAD 27      -  38 40 07.03900(N)    086 05 52.32500(W) AD(       ) 1
 JA1681  NGVD 29             293.45   (m)          962.8    (f) LEVELING    3  
 JA1681
 JA1681.Superseded values are not recommended for survey control.
 JA1681
 JA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1681.See file dsdata.pdf to determine how the superseded data were derived.
 JA1681
 JA1681_MARKER: DS = TRIANGULATION STATION DISK
 JA1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1681_STAMPING: OWENS 1946
 JA1681_MARK LOGO: CGS
 JA1681_PROJECTION: FLUSH
 JA1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1681+STABILITY: SURFACE MOTION
 JA1681
 JA1681  HISTORY     - Date     Condition        Report By
 JA1681  HISTORY     - 1946     MONUMENTED       CGS
 JA1681  HISTORY     - 1967     GOOD             CGS
 JA1681
 JA1681                          STATION DESCRIPTION
 JA1681
 JA1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1681'THE STATION IS 4.1 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 56.
 JA1681'60 AND 135 AND ON LAND OWNED BY A.R. OWENS. IT IS 56 FEET WEST
 JA1681'OF THE CENTERLINE OF STATE HIGHWAY 135, 60 FEET SOUTHWEST OF A FENCE
 JA1681'CORNER, AND 19 FEET SOUTH OF A WITNESS POST AND FENCE. THE MARK
 JA1681'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED OWENS 1946.
 JA1681'
 JA1681'REFERENCE MARK NO. 1 IS 119.61 FEET SOUTH OF THE STATION, 30 FEET
 JA1681'WEST OF THE CENTERLINE OF STATE HIGHWAY 135, AND IS ON THE EASTERN
 JA1681'EDGE OF A LAWN. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1681'STAMPED OWENS NO 1 1946.
 JA1681'
 JA1681'REFERENCE MARK NO. 2 IS 135.36 FEET WEST OF THE STATION, 25 FEET WEST
 JA1681'OF A 24-INCH ASH TREE, AND 1 FOOT SOUTH OF A FENCE. THE MARK
 JA1681'PROJECTS 1 INCH AND THE DISK IS STAMPED OWENS NO 2 1946.
 JA1681'
 JA1681'THE AZIMUTH MARK IS 0.75 MILE NORTH OF THE STATION, 29 FEET EAST OF
 JA1681'STATE HIGHWAY 135, 19 FEET SOUTH OF THE CENTERLINE OF A
 JA1681'DRIVEWAY, 1.5 FEET SOUTH OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 JA1681'FENCE. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED OWENS
 JA1681'1946.
 JA1681'
 JA1681'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1681
 JA1681                          STATION RECOVERY (1967)
 JA1681
 JA1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1681'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA1681'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE PROPERTY IS NOW OWNED
 JA1681'BY MR. CHARLES HAGANMAN.  THE DESCRIPTION IS GOOD WITH THE BELOW
 JA1681'CHANGES.
 JA1681'
 JA1681'THE STATION MARK IS 56 FEET WEST OF THE CENTERLINE OF THE OLD ROAD,
 JA1681'40 FEET NORTH OF A TELEPHONE POLE, 33 FEET SOUTHWEST OF A FENCE
 JA1681'CORNER AND 17 FEET SOUTH OF A FENCE LINE.
 JA1681'
 JA1681'REFERENCE MARK 1 IS 40 FEET EAST OF A 40 INCH MAPLE TREE AND 7 FEET
 JA1681'NORTH OF A POWER POLE.
 JA1681'
 JA1681'REFERENCE MARK 2 IS 25 FEET EAST INSTEAD OF WEST OF THE ASH TREE.
 JA1681'
 JA1681'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 JA1681'
 JA1681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56, 60 AND
 JA1681'135 IN SALEM, GO NORTH ON HIGHWAY 135 FOR 4.1 MILE TO THE TOP OF A
 JA1681'HILL AND THE STATION ON THE LEFT WEST OF THE CENTERLINE OF AN OLD
 JA1681'ROAD.
 JA1681'
 JA1681'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 135
 JA1681'FOR 0.7 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT.
 JA1681'
 JA1681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH
 JA1681'OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2022 ***********************************************************************
 JA2022  DESIGNATION -  OWENSVILLE MUNICIPAL TANK
 JA2022  PID         -  JA2022
 JA2022  STATE/COUNTY-  IN/GIBSON
 JA2022  COUNTRY     -  US
 JA2022  USGS QUAD   -  OWENSVILLE (2019)
 JA2022
 JA2022                         *CURRENT SURVEY CONTROL
 JA2022  ______________________________________________________________________
 JA2022* NAD 83(1997) POSITION- 38 16 19.22611(N) 087 41 26.40109(W)   ADJUSTED
 JA2022  ______________________________________________________________________
 JA2022  GEOID HEIGHT    -        -31.274 (meters)                     GEOID18
 JA2022  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JA2022  HORZ ORDER      -  THIRD
 JA2022
 JA2022.The horizontal coordinates were established by classical geodetic methods
 JA2022.and adjusted by the National Geodetic Survey in May 1999.
 JA2022
 JA2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2022.GEOID18 height accuracy estimate available here.
 JA2022
 JA2022.Click photographs - Photos may exist for this station.
 JA2022
 JA2022.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2022
 JA2022. The following values were computed from the NAD 83(1997) position.
 JA2022
 JA2022;                    North         East     Units Scale Factor Converg.
 JA2022;SPC IN W     -   335,860.033   846,855.564   MT  1.00000144   -0 22 34.3
 JA2022;SPC IN W     - 1,101,900.79  2,778,391.96   sFT  1.00000144   -0 22 34.3
 JA2022;UTM  16      - 4,236,221.037   439,585.603   MT  0.99964495   -0 25 40.1
 JA2022
 JA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3958536221(NAD 83)
 JA2022
 JA2022                          SUPERSEDED SURVEY CONTROL
 JA2022
 JA2022  NAD 83(1993)-  38 16 19.23266(N)    087 41 26.40133(W) AD(       ) 3
 JA2022  NAD 83(1986)-  38 16 19.23543(N)    087 41 26.40223(W) AD(       ) 3
 JA2022  NAD 27      -  38 16 19.07912(N)    087 41 26.30956(W) AD(       ) 3
 JA2022
 JA2022.Superseded values are not recommended for survey control.
 JA2022
 JA2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2022.See file dsdata.pdf to determine how the superseded data were derived.
 JA2022
 JA2022_MARKER: 51 = TANK
 JA2022
 JA2022  HISTORY     - Date     Condition        Report By
 JA2022  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2022
 JA2022                          STATION DESCRIPTION
 JA2022
 JA2022'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI3739 ***********************************************************************
 DI3739  SACS        -  This is a Secondary Airport Control Station.
 DI3739  DESIGNATION -  OXI B
 DI3739  PID         -  DI3739
 DI3739  STATE/COUNTY-  IN/STARKE
 DI3739  COUNTRY     -  US
 DI3739  USGS QUAD   -  KNOX WEST (2019)
 DI3739
 DI3739                         *CURRENT SURVEY CONTROL
 DI3739  ______________________________________________________________________
 DI3739* NAD 83(2011) POSITION- 41 20 09.39282(N) 086 39 41.00744(W)   ADJUSTED
 DI3739* NAD 83(2011) ELLIP HT-   173.643 (meters)        (06/27/12)   ADJUSTED
 DI3739* NAD 83(2011) EPOCH   -  2010.00
 DI3739* NAVD 88 ORTHO HEIGHT -   207.52  (meters)      680.8   (feet) GPS OBS
 DI3739  ______________________________________________________________________
 DI3739  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3739  GEOID HEIGHT    -        -33.820 (meters)                     GEOID03
 DI3739  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 DI3739  NAD 83(2011) X  -    279,312.906 (meters)                     COMP
 DI3739  NAD 83(2011) Y  - -4,788,022.158 (meters)                     COMP
 DI3739  NAD 83(2011) Z  -  4,190,623.287 (meters)                     COMP
 DI3739  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 DI3739
 DI3739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3739  Standards:
 DI3739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3739  -------------------------------------------------------------------
 DI3739  NETWORK    0.43   0.53           0.18   0.17   0.27      0.00927785
 DI3739  -------------------------------------------------------------------
 DI3739  Click here for local accuracies and other accuracy information.
 DI3739
 DI3739.This mark is at Starke County Airport (OXI)
 DI3739
 DI3739.The horizontal coordinates were established by GPS observations
 DI3739.and adjusted by the National Geodetic Survey in June 2012.
 DI3739
 DI3739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3739.been affixed to the stable North American tectonic plate. See 
 DI3739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI3739
 DI3739.The horizontal coordinates are valid at the epoch date displayed above
 DI3739.which is a decimal equivalence of Year/Month/Day.
 DI3739
 DI3739.The orthometric height was determined by GPS observations and a
 DI3739.high-resolution geoid model.
 DI3739
 DI3739.GPS derived orthometric heights for airport stations designated as
 DI3739.PACS or SACS are published to 2 decimal places.  This maintains
 DI3739.centimeter relative accuracy between the PACS and SACS.  It does
 DI3739.not indicate centimeter accuracy relative to other marks which are
 DI3739.part of the published vertical control network.
 DI3739
 DI3739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3739.GEOID18 height accuracy estimate available here.
 DI3739
 DI3739.Click photographs - Photos may exist for this station.
 DI3739
 DI3739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3739
 DI3739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3739
 DI3739.The ellipsoidal height was determined by GPS observations
 DI3739.and is referenced to NAD 83.
 DI3739
 DI3739. The following values were computed from the NAD 83(2011) position.
 DI3739
 DI3739;                    North         East     Units Scale Factor Converg.
 DI3739;SPC IN W     -   675,951.659   935,318.203   MT  0.99998201   +0 16 43.3
 DI3739;SPC IN W     - 2,217,684.73  3,068,623.14   sFT  0.99998201   +0 16 43.3
 DI3739;UTM  16      - 4,576,106.247   528,332.478   MT  0.99960988   +0 13 25.1
 DI3739
 DI3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3739!SPC IN W     -   0.99997276  x   0.99998201  =   0.99995477
 DI3739!UTM  16      -   0.99997276  x   0.99960988  =   0.99958265
 DI3739
 DI3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2833276106(NAD 83)
 DI3739
 DI3739                          SUPERSEDED SURVEY CONTROL
 DI3739
 DI3739  NAD 83(2007)-  41 20 09.39302(N)    086 39 41.00867(W) AD(2002.00) 1
 DI3739  ELLIP H (04/07/09)  173.670  (m)                       GP(2002.00) 4 1
 DI3739  NAD 83(1997)-  41 20 09.39301(N)    086 39 41.00868(W) AD(       ) 1
 DI3739  ELLIP H (01/22/07)  173.677  (m)                       GP(       ) 4 1
 DI3739
 DI3739.Superseded values are not recommended for survey control.
 DI3739
 DI3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3739.See file dsdata.pdf to determine how the superseded data were derived.
 DI3739
 DI3739_MARKER: DD = SURVEY DISK
 DI3739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3739_STAMPING: OXI B 2006
 DI3739_MARK LOGO: WOOLPT
 DI3739_PROJECTION: FLUSH
 DI3739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3739+STABILITY: SURFACE MOTION
 DI3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3739+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2006
 DI3739
 DI3739  HISTORY     - Date     Condition        Report By
 DI3739  HISTORY     - 20061113 MONUMENTED       WOOLPT
 DI3739
 DI3739                          STATION DESCRIPTION
 DI3739
 DI3739'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3739'THE STATION IS LOCATED 4.79 KM (3.12 MI) NORTHEAST OF THE CITY OF
 DI3739'KNOX, 22.79 KM (18.32 MI) WEST OF PLYMOUTH, 84.68 KM (22.93 MI)
 DI3739'SOUTHEAST OF VALPARISO AND AT THE STARKE COUNTY AIRPORT.
 DI3739'OWNERSHIP-STARKE COUNTY AIRPORT AUTHORITY, KNOX, IN 46534.
 DI3739'
 DI3739'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 35 AND S.R.  8
 DI3739'NORTH OF THE CITY OF KNOX, GO WEST ON S.R.  8 FOR 3.2 KM (2.0 MI) TO
 DI3739'THE INTERSECTION OF S.R.  8 AND C.R.200E, TURN RIGHT, NORTH, ON C.R.
 DI3739'200E FOR 1.1 KM (0.68 MI) (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 DI3739'LEFT, TURN LEFT, WEST INTO THE AIRPORT PARKING AREA AND CONTINUE WEST
 DI3739'TO THE ENTRANCE GATE, PASS THROUGH THE GATE AND CONTINUE WEST ACROSS
 DI3739'THE APRON FOR FOR 100 M (0.06 MI)TO THE INTERSECTION WITH TAXIWAY A,
 DI3739'TURN RIGHT, NORTH, ON THE TAXIWAY FOR 0.80 KM (0.50 MI) TO THE STATION
 DI3739'ON THE LEFT IN THE GRASS.  THE STATION IS BRONZE WOOLPERT GEODETIC
 DI3739'CONTROL SURVEY MARK STAMPED -OXI B 2006-- SET IN THE TOP OF A 30 CM
 DI3739'(12-INCH) DIAMETER BY 1.2 M (4.0 FT) DEEP CONCRETE MARK.
 DI3739'
 DI3739'60.4 M (198.2 FT) EAST OF THE EDGE OF RUNWAY 18, 31.4 M (103.0 FT)
 DI3739'SOUTH OF THE EDGE OF PAYMENT FOR TAXIWAY A6 CROSSOVER, 24.5 M (80.5
 DI3739'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF A TAXIWAY SIGN
 DI3739'AND 14.2 M (46.5 FT) WEST OF THE EDGE OF PAVEMENT OF TAXIWAY A.
 DI3739'
 DI3739'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3739'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI3740 ***********************************************************************
 DI3740  SACS        -  This is a Secondary Airport Control Station.
 DI3740  DESIGNATION -  OXI C
 DI3740  PID         -  DI3740
 DI3740  STATE/COUNTY-  IN/STARKE
 DI3740  COUNTRY     -  US
 DI3740  USGS QUAD   -  KNOX WEST (2019)
 DI3740
 DI3740                         *CURRENT SURVEY CONTROL
 DI3740  ______________________________________________________________________
 DI3740* NAD 83(2011) POSITION- 41 19 28.96550(N) 086 39 41.23227(W)   ADJUSTED
 DI3740* NAD 83(2011) ELLIP HT-   173.755 (meters)        (06/27/12)   ADJUSTED
 DI3740* NAD 83(2011) EPOCH   -  2010.00
 DI3740* NAVD 88 ORTHO HEIGHT -   207.63  (meters)      681.2   (feet) GPS OBS
 DI3740  ______________________________________________________________________
 DI3740  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3740  GEOID HEIGHT    -        -33.816 (meters)                     GEOID03
 DI3740  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 DI3740  NAD 83(2011) X  -    279,355.658 (meters)                     COMP
 DI3740  NAD 83(2011) Y  - -4,788,844.812 (meters)                     COMP
 DI3740  NAD 83(2011) Z  -  4,189,686.805 (meters)                     COMP
 DI3740  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 DI3740
 DI3740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3740  Standards:
 DI3740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3740  -------------------------------------------------------------------
 DI3740  NETWORK    0.43   0.53           0.18   0.17   0.27      0.01150619
 DI3740  -------------------------------------------------------------------
 DI3740  Click here for local accuracies and other accuracy information.
 DI3740
 DI3740.This mark is at Starke County Airport (OXI)
 DI3740
 DI3740.The horizontal coordinates were established by GPS observations
 DI3740.and adjusted by the National Geodetic Survey in June 2012.
 DI3740
 DI3740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3740.been affixed to the stable North American tectonic plate. See 
 DI3740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI3740
 DI3740.The horizontal coordinates are valid at the epoch date displayed above
 DI3740.which is a decimal equivalence of Year/Month/Day.
 DI3740
 DI3740.The orthometric height was determined by GPS observations and a
 DI3740.high-resolution geoid model.
 DI3740
 DI3740.GPS derived orthometric heights for airport stations designated as
 DI3740.PACS or SACS are published to 2 decimal places.  This maintains
 DI3740.centimeter relative accuracy between the PACS and SACS.  It does
 DI3740.not indicate centimeter accuracy relative to other marks which are
 DI3740.part of the published vertical control network.
 DI3740
 DI3740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3740.GEOID18 height accuracy estimate available here.
 DI3740
 DI3740.Click photographs - Photos may exist for this station.
 DI3740
 DI3740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3740
 DI3740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3740
 DI3740.The ellipsoidal height was determined by GPS observations
 DI3740.and is referenced to NAD 83.
 DI3740
 DI3740. The following values were computed from the NAD 83(2011) position.
 DI3740
 DI3740;                    North         East     Units Scale Factor Converg.
 DI3740;SPC IN W     -   674,704.485   935,319.040   MT  0.99998201   +0 16 42.9
 DI3740;SPC IN W     - 2,213,592.96  3,068,625.88   sFT  0.99998201   +0 16 42.9
 DI3740;UTM  16      - 4,574,859.536   528,332.117   MT  0.99960988   +0 13 24.8
 DI3740
 DI3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3740!SPC IN W     -   0.99997275  x   0.99998201  =   0.99995476
 DI3740!UTM  16      -   0.99997275  x   0.99960988  =   0.99958264
 DI3740
 DI3740:                Primary Azimuth Mark                     Grid Az
 DI3740:SPC IN W     -  FAA OXI A                                357 19 19.2
 DI3740:UTM  16      -  FAA OXI A                                357 22 37.3
 DI3740
 DI3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2833274859(NAD 83)
 DI3740
 DI3740|---------------------------------------------------------------------|
 DI3740| PID    Reference Object                     Distance      Geod. Az  |
 DI3740|                                                           dddmmss.s |
 DI3740| ME3284 FAA OXI A                           APPROX. 0.5 KM 3573602.1 |
 DI3740|---------------------------------------------------------------------|
 DI3740
 DI3740                          SUPERSEDED SURVEY CONTROL
 DI3740
 DI3740  NAD 83(2007)-  41 19 28.96570(N)    086 39 41.23351(W) AD(2002.00) 1
 DI3740  ELLIP H (04/07/09)  173.782  (m)                       GP(2002.00) 4 1
 DI3740  NAD 83(1997)-  41 19 28.96569(N)    086 39 41.23352(W) AD(       ) 1
 DI3740  ELLIP H (01/22/07)  173.789  (m)                       GP(       ) 4 1
 DI3740
 DI3740.Superseded values are not recommended for survey control.
 DI3740
 DI3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3740.See file dsdata.pdf to determine how the superseded data were derived.
 DI3740
 DI3740_MARKER: DD = SURVEY DISK
 DI3740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3740_STAMPING: OXI C 2006
 DI3740_MARK LOGO: WOOLPT
 DI3740_PROJECTION: FLUSH
 DI3740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3740+STABILITY: SURFACE MOTION
 DI3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3740+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2006
 DI3740
 DI3740  HISTORY     - Date     Condition        Report By
 DI3740  HISTORY     - 20061113 MONUMENTED       WOOLPT
 DI3740
 DI3740                          STATION DESCRIPTION
 DI3740
 DI3740'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3740'THE STATION IS LOCATED 4.79 KM (3.12 MI) NORTHEAST OF THE CITY OF
 DI3740'KNOX, 22.79 KM (18.32 MI) WEST OF PLYMOUTH, 84.68 KM (22.93 MI)
 DI3740'SOUTHEAST OF VALPARISO AND AT THE STARKE COUNTY AIRPORT.
 DI3740'OWNERSHIP-STARKE COUNTY AIRPORT AUTHORITY, KNOX, IN 46534.
 DI3740'
 DI3740'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 35 AND S.R.  8
 DI3740'NORTH OF THE CITY OF KNOX, GO WEST ON S.R.  8 FOR 3.2 KM (2.0 MI) TO
 DI3740'THE INTERSECTION OF S.R.  8 AND C.R.200E, TURN RIGHT, NORTH, ON C.R.
 DI3740'200E FOR 1.1 KM (0.68 MI) (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 DI3740'LEFT, TURN LEFT, WEST INTO THE AIRPORT PARKING AREA AND CONTINUE WEST
 DI3740'TO THE ENTRANCE GATE, PASS THROUGH THE GATE AND CONTINUE WEST ACROSS
 DI3740'THE APRON FOR 100 M (0.06 MI) TO THE INTERSECTION WITH TAXIWAY A, TURN
 DI3740'LEFT, SOUTH, ON THE TAXIWAY FOR 0.40 KM (0.25 MI) TO THE STATION ON
 DI3740'THE RIGHT IN THE GRASS.  THE STATION IS BRONZE WOOLPERT GEODETIC
 DI3740'CONTROL SURVEY MARK STAMPED -OXI C 2006-- SET IN THE TOP OF A 30 CM
 DI3740'(12-INCH) DIAMETER BY 1.2 M (4.0 FT) DEEP CONCRETE MARK.
 DI3740'
 DI3740'54.9 M (180.0 FT) EAST OF THE EDGE OF RUNWAY 36, 18.7 M (61.5 FT)
 DI3740'NORTH OF THE EDGE OF PAYMENT FOR TAXIWAY A2 CROSSOVER, 13.6 M (44.6
 DI3740'FT) WEST OF THE EDGE OF TAXIWAY A, AND 7.5 M (24.6 FT) SOUTHWEST OF
 DI3740'THE SOUTWEST CORNER OF A CONCRETE CATCH BASIN.
 DI3740'
 DI3740'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3740'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0202 ***********************************************************************
 JA0202  DESIGNATION -  OXONIA
 JA0202  PID         -  JA0202
 JA0202  STATE/COUNTY-  IN/WASHINGTON
 JA0202  COUNTRY     -  US
 JA0202  USGS QUAD   -  BECKS MILL (2019)
 JA0202
 JA0202                         *CURRENT SURVEY CONTROL
 JA0202  ______________________________________________________________________
 JA0202* NAD 83(1997) POSITION- 38 37 07.27796(N) 086 09 33.10454(W)   ADJUSTED
 JA0202* NAVD 88 ORTHO HEIGHT -   265.121 (meters)      869.82  (feet) ADJUSTED
 JA0202  ______________________________________________________________________
 JA0202  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 JA0202  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 JA0202  DYNAMIC HEIGHT  -        264.945 (meters)      869.24  (feet) COMP
 JA0202  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 JA0202
 JA0202  HORZ ORDER      -  SECOND
 JA0202  VERT ORDER      -  FIRST     CLASS II
 JA0202
 JA0202.The horizontal coordinates were established by classical geodetic methods
 JA0202.and adjusted by the National Geodetic Survey in May 1999.
 JA0202
 JA0202.The orthometric height was determined by differential leveling and
 JA0202.adjusted by the NATIONAL GEODETIC SURVEY
 JA0202.in June 1991.
 JA0202
 JA0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0202.GEOID18 height accuracy estimate available here.
 JA0202
 JA0202.Click photographs - Photos may exist for this station.
 JA0202
 JA0202.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0202
 JA0202.The dynamic height is computed by dividing the NAVD 88
 JA0202.geopotential number by the normal gravity value computed on the
 JA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0202.degrees latitude (g = 980.6199 gals.).
 JA0202
 JA0202.The modeled gravity was interpolated from observed gravity values.
 JA0202
 JA0202. The following values were computed from the NAD 83(1997) position.
 JA0202
 JA0202;                    North         East     Units Scale Factor Converg.
 JA0202;SPC IN E     -   374,282.656    57,107.238   MT  0.99998931   -0 18 26.7
 JA0202;SPC IN E     - 1,227,959.01    187,359.33   sFT  0.99998931   -0 18 26.7
 JA0202;UTM  16      - 4,274,798.620   573,196.465   MT  0.99966598   +0 31 29.3
 JA0202
 JA0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0202!SPC IN E     -   0.99996364  x   0.99998931  =   0.99995295
 JA0202!UTM  16      -   0.99996364  x   0.99966598  =   0.99962964
 JA0202
 JA0202:                Primary Azimuth Mark                     Grid Az
 JA0202:SPC IN E     -  SMEDLEY                                  317 43 16.5
 JA0202:UTM  16      -  SMEDLEY                                  316 53 20.5
 JA0202
 JA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7319674798(NAD 83)
 JA0202
 JA0202|---------------------------------------------------------------------|
 JA0202| PID    Reference Object                     Distance      Geod. Az  |
 JA0202|                                                           dddmmss.s |
 JA0202| JA0203 OXONIA RM 1                          22.608 METERS 02420     |
 JA0202| JA0204 OXONIA RM 2                          22.421 METERS 11355     |
 JA0202| JA0201 OXONIA AZ MK                                       1434046.2 |
 JA0202| JA0194 SMEDLEY                             APPROX. 3.3 KM 3172449.8 |
 JA0202|---------------------------------------------------------------------|
 JA0202
 JA0202                          SUPERSEDED SURVEY CONTROL
 JA0202
 JA0202  NAD 83(1993)-  38 37 07.28127(N)    086 09 33.10586(W) AD(       ) 2
 JA0202  NAD 83(1986)-  38 37 07.28214(N)    086 09 33.10886(W) AD(       ) 2
 JA0202  NAD 27      -  38 37 07.08100(N)    086 09 33.17900(W) AD(       ) 2
 JA0202  NGVD 29 (??/??/92)  265.235  (m)          870.19   (f) ADJ UNCH    1 2
 JA0202  NGVD 29             265.24   (m)          870.2    (f) LEVELING    3  
 JA0202
 JA0202.Superseded values are not recommended for survey control.
 JA0202
 JA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0202.See file dsdata.pdf to determine how the superseded data were derived.
 JA0202
 JA0202_MARKER: DS = TRIANGULATION STATION DISK
 JA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0202_STAMPING: OXONIA 1946
 JA0202_MARK LOGO: CGS
 JA0202_PROJECTION: FLUSH
 JA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0202+STABILITY: SURFACE MOTION
 JA0202
 JA0202  HISTORY     - Date     Condition        Report By
 JA0202  HISTORY     - 1946     MONUMENTED       CGS
 JA0202  HISTORY     - 1949     GOOD             CGS
 JA0202  HISTORY     - 1967     GOOD             CGS
 JA0202
 JA0202                          STATION DESCRIPTION
 JA0202
 JA0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0202'THIS STATION IS ON THE PRIVATE AIRPORT OF MESSRS. BOSS AND DENIEN
 JA0202'WHICH IS NEAR THE SETTLEMENT OF OXONIA. IT IS 96 FEET
 JA0202'SOUTH-SOUTHWEST OF THE SOUTHEASTERN CORNER OF THE AIRPORT HANGAR, 3
 JA0202'FEET WEST OF THE PROJECTED PLANE OF THE FRONT OR EASTERN WALL
 JA0202'OF THE HANGAR, AND 5 FEET NORTHWEST OF A WITNESS POST. THE MARK IS
 JA0202'FLUSH AND THE DISK IS STAMPED OXONIA 1946.
 JA0202'
 JA0202'REFERENCE MARK NO. 1 IS 74.17 FEET NORTH-NORTHEAST OF THE STATION, 32
 JA0202'FEET SOUTH-SOUTHWEST OF THE SOUTHEASTERN CORNER OF THE HANGAR, AND
 JA0202'5 FEET WEST OF THE PROJECTED PLANE OF THE HANGAR FRONT WALL. THE MARK
 JA0202'IS FLUSH AND THE DISK IS STAMPED OXONIA NO 1 1946.
 JA0202'
 JA0202'REFERENCE MARK NO. 2 IS 73.56 FEET SOUTHEAST OF THE STATION, 124.5
 JA0202'FEET ABOUT SOUTH OF THE SOUTHEASTERN CORNER OF THE HANGAR, AND 1
 JA0202'FOOT WEST OF A LOW CABLE BARRIER FENCE. THE MARK IS FLUSH WITH THE
 JA0202'GROUND SURFACE, AND THE DISK IS STAMPED OXONIA NO 2 1946.
 JA0202'
 JA0202'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 19 FEET NORTH
 JA0202'OF THE CENTERLINE OF STATE HIGHWAY 60, 73 FEET SOUTH OF THE
 JA0202'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BARN, 9 FEET WEST OF
 JA0202'THE PROJECTED PLANE OF THE EAST WALL OF THE BARN, AND 2 FEET
 JA0202'WEST OF A WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES, AND THE
 JA0202'DISK IS STAMPED OXONIA 1946.
 JA0202'
 JA0202'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 56, 60, AND 135 IN
 JA0202'SALEM, GO SOUTHWESTERLY ON 56 AND 60 FOR 1.4 MILES AND TAKE THE
 JA0202'RIGHT FORK, THENCE WESTERLY ON STATE HIGHWAY 60 FOR 2.0 MILES AND
 JA0202'TURN RIGHT, THENCE NORTH 0.1 MILE TO THE AIRPORT HANGAR AND THE
 JA0202'STATION.
 JA0202'
 JA0202'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA0202
 JA0202                          STATION RECOVERY (1949)
 JA0202
 JA0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0202'4.5 MI NW FROM SALEM.
 JA0202'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0202'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.5
 JA0202'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.1 MILES NORTHWEST
 JA0202'ALONG STATE HIGHWAY 60, AT THE BOSS-DENIEN AIRPORT, 73.5 FEET
 JA0202'WEST-NORTHWEST OF RM NO 2, 36 FEET WEST OF THE CENTER LINE OF
 JA0202'THE DRIVEWAY TO THE HANGAR, 42.2 FEET SOUTHWEST OF THE SOUTHWEST
 JA0202'CORNER OF SOUTHERNMOST ADDITION OF HANGAR, 11 FEET WEST OF A
 JA0202'FENCE LINE NORTH, 12.5 FEET NORTHWEST OF A T FENCE CORNER, 6.2
 JA0202'FEET NORTH OF A FENCE LINE WEST, 5 FEET NORTHWEST OF A WHITE
 JA0202'WOODEN WITNESS POST, ABOUT 3 FEET BELOW RM NO 2 AND SET IN THE
 JA0202'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0202
 JA0202                          STATION RECOVERY (1967)
 JA0202
 JA0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0202'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 JA0202'GOOD CONDITION AT THIS TIME.  REFERENCE MARK 1 AT THIS TIME IS
 JA0202'COVERED BY FARM EQUIPMENT BUT MR. JACK BILLS (OWNER OF THE
 JA0202'AIRFIELD) TOLD THIS PARTY THAT THE MARK WAS STILL THERE.  THE
 JA0202'PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA0202'
 JA0202'THE STATION MARK IS 46 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JA0202'ROAD LEADING TO THE HANGAR, 12 FEET WEST OF A FENCE AND METAL
 JA0202'WITNESS POST, 12 FEET NORTHWEST OF A 16 INCH OAK TREE AND 6 FEET
 JA0202'NORTH OF A WIRE FENCE.
 JA0202'
 JA0202'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD.
 JA0202'
 JA0202'THE AZIMUTH MARK COULD NOT BE FOUND AND ASSUMED DESTROYED BY ROAD
 JA0202'CONSTRUCTION.
 JA0202'
 JA0202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 60
 JA0202'AT THE WEST EDGE OF SALEM, GO NORTHWESTERLY ON HIGHWAY 60 FOR 2.0
 JA0202'MILES TO B AND W SALES AND SERVICE ON THE RIGHT.  TURN RIGHT FOR
 JA0202'0.1 MILE TO THE AIRPORT HANGAR AND THE STATION ON THE LEFT.
 JA0202'
 JA0202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 JA0202'NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0201 ***********************************************************************
 JA0201  DESIGNATION -  OXONIA AZ MK
 JA0201  PID         -  JA0201
 JA0201  STATE/COUNTY-  IN/WASHINGTON
 JA0201  COUNTRY     -  US
 JA0201  USGS QUAD   -  BECKS MILL (2019)
 JA0201
 JA0201                         *CURRENT SURVEY CONTROL
 JA0201  ______________________________________________________________________
 JA0201* NAD 83(1986) POSITION- 38 37 00.     (N) 086 09 23.     (W)   SCALED
 JA0201* NAVD 88 ORTHO HEIGHT -   263.154 (meters)      863.36  (feet) ADJUSTED
 JA0201  ______________________________________________________________________
 JA0201  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 JA0201  DYNAMIC HEIGHT  -        262.979 (meters)      862.79  (feet) COMP
 JA0201  MODELED GRAVITY -    979,956.4   (mgal)                       NAVD 88
 JA0201
 JA0201  VERT ORDER      -  FIRST     CLASS II
 JA0201
 JA0201.The horizontal coordinates were scaled from a map and have
 JA0201.an estimated accuracy of +/- 6 seconds.
 JA0201
 JA0201.The orthometric height was determined by differential leveling and
 JA0201.adjusted by the NATIONAL GEODETIC SURVEY
 JA0201.in June 1991.
 JA0201
 JA0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0201.GEOID18 height accuracy estimate available here.
 JA0201
 JA0201.Click photographs - Photos may exist for this station.
 JA0201
 JA0201.The dynamic height is computed by dividing the NAVD 88
 JA0201.geopotential number by the normal gravity value computed on the
 JA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0201.degrees latitude (g = 980.6199 gals.).
 JA0201
 JA0201.The modeled gravity was interpolated from observed gravity values.
 JA0201
 JA0201;                    North         East    Units  Estimated Accuracy
 JA0201;SPC IN E     -   374,060.       57,350.      MT  (+/- 180 meters Scaled)
 JA0201
 JA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH734745(NAD 83)
 JA0201
 JA0201                          SUPERSEDED SURVEY CONTROL
 JA0201
 JA0201  NGVD 29 (??/??/92)  263.268  (m)          863.74   (f) ADJ UNCH    1 2
 JA0201
 JA0201.Superseded values are not recommended for survey control.
 JA0201
 JA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0201.See file dsdata.pdf to determine how the superseded data were derived.
 JA0201
 JA0201_MARKER: DZ = AZIMUTH MARK DISK
 JA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0201_STAMPING: OXONIA 1946
 JA0201_MARK LOGO: CGS
 JA0201_PROJECTION: FLUSH
 JA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0201+STABILITY: SURFACE MOTION
 JA0201
 JA0201  HISTORY     - Date     Condition        Report By
 JA0201  HISTORY     - 1946     MONUMENTED       CGS
 JA0201  HISTORY     - 1949     GOOD             CGS
 JA0201
 JA0201                          STATION DESCRIPTION
 JA0201
 JA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0201'4.3 MI NW FROM SALEM.
 JA0201'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0201'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.5
 JA0201'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE NORTHWEST
 JA0201'ALONG STATE HIGHWAY 60, AT THE BOSS-DENIEN AIRPORT, 143 FEET EAST
 JA0201'OF FENCE CORNER AT THE SOUTHEAST CORNER OF THE AIRPORT, 73 FEET
 JA0201'SOUTH OF THE SOUTHEAST CORNER OF SMALL RED BARN, 62.5 FEET EAST
 JA0201'OF THE NORTHEND OF A 2 FOOT TILE CULVERT UNDER HIGHWAY 60, 18
 JA0201'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 JA0201'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA0201'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0201'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0203 ***********************************************************************
 JA0203  DESIGNATION -  OXONIA RM 1
 JA0203  PID         -  JA0203
 JA0203  STATE/COUNTY-  IN/WASHINGTON
 JA0203  COUNTRY     -  US
 JA0203  USGS QUAD   -  BECKS MILL (2019)
 JA0203
 JA0203                         *CURRENT SURVEY CONTROL
 JA0203  ______________________________________________________________________
 JA0203* NAD 83(1986) POSITION- 38 37 07.95   (N) 086 09 32.72   (W)   HD_HELD1
 JA0203* NAVD 88 ORTHO HEIGHT -   264.783 (meters)      868.71  (feet) ADJUSTED
 JA0203  ______________________________________________________________________
 JA0203  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 JA0203  DYNAMIC HEIGHT  -        264.606 (meters)      868.13  (feet) COMP
 JA0203  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 JA0203
 JA0203  VERT ORDER      -  FIRST     CLASS II
 JA0203
 JA0203.The horizontal coordinates were determined by differentially corrected
 JA0203.hand held GPS observations or other comparable positioning techniques
 JA0203.and have an estimated accuracy of +/- 3 meters.
 JA0203
 JA0203.The orthometric height was determined by differential leveling and
 JA0203.adjusted by the NATIONAL GEODETIC SURVEY
 JA0203.in June 1991.
 JA0203
 JA0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0203.GEOID18 height accuracy estimate available here.
 JA0203
 JA0203.Click photographs - Photos may exist for this station.
 JA0203
 JA0203.The dynamic height is computed by dividing the NAVD 88
 JA0203.geopotential number by the normal gravity value computed on the
 JA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0203.degrees latitude (g = 980.6199 gals.).
 JA0203
 JA0203.The modeled gravity was interpolated from observed gravity values.
 JA0203
 JA0203;                    North         East    Units  Estimated Accuracy
 JA0203;SPC IN E     -   374,303.3      57,116.7     MT  (+/- 3 meters HH1 GPS) 
 JA0203
 JA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7320574819(NAD 83)
 JA0203
 JA0203                          SUPERSEDED SURVEY CONTROL
 JA0203
 JA0203  NGVD 29 (??/??/92)  264.896  (m)          869.08   (f) ADJ UNCH    1 2
 JA0203
 JA0203.Superseded values are not recommended for survey control.
 JA0203
 JA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0203.See file dsdata.pdf to determine how the superseded data were derived.
 JA0203
 JA0203_MARKER: DR = REFERENCE MARK DISK
 JA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0203_STAMPING: OXONIA NO 1 1946
 JA0203_MARK LOGO: CGS
 JA0203_PROJECTION: RECESSED 20 CENTIMETERS
 JA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0203+STABILITY: SURFACE MOTION
 JA0203
 JA0203  HISTORY     - Date     Condition        Report By
 JA0203  HISTORY     - 1946     MONUMENTED       CGS
 JA0203  HISTORY     - 1949     GOOD             CGS
 JA0203
 JA0203                          STATION DESCRIPTION
 JA0203
 JA0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0203'4.5 MI NW FROM SALEM.
 JA0203'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0203'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.5
 JA0203'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.1 MILES NORTHWEST
 JA0203'ALONG STATE HIGHWAY 60, AT THE BOSS-DENIEN AIRPORT, INSIDE OF
 JA0203'THE SOUTH EXTENSION OF THE HANGAR, 24 FEET NORTH OF WATER HYDRANT
 JA0203'AT THE SOUTH END OF THE EAST HANGAR ENTRANCE DOORWAY, 21.5 FEET
 JA0203'WEST-NORTHWEST OF DRAIN HOLE IN CONCRETE, 19.2 FEET EAST OF WEST
 JA0203'WALL OF HANGAR, BETWEEN TWO CONCRETE STRIPS EXTENDING EAST TO THE
 JA0203'HANGAR ENTRANCE AND SET IN THE TOP OF A CONCRETE POST 8 INCHES
 JA0203'UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0204 ***********************************************************************
 JA0204  DESIGNATION -  OXONIA RM 2
 JA0204  PID         -  JA0204
 JA0204  STATE/COUNTY-  IN/WASHINGTON
 JA0204  COUNTRY     -  US
 JA0204  USGS QUAD   -  BECKS MILL (2019)
 JA0204
 JA0204                         *CURRENT SURVEY CONTROL
 JA0204  ______________________________________________________________________
 JA0204* NAD 83(1986) POSITION- 38 37 06.98   (N) 086 09 32.26   (W)   HD_HELD1
 JA0204* NAVD 88 ORTHO HEIGHT -   265.760 (meters)      871.91  (feet) ADJUSTED
 JA0204  ______________________________________________________________________
 JA0204  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 JA0204  DYNAMIC HEIGHT  -        265.583 (meters)      871.33  (feet) COMP
 JA0204  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 JA0204
 JA0204  VERT ORDER      -  FIRST     CLASS II
 JA0204
 JA0204.The horizontal coordinates were determined by differentially corrected
 JA0204.hand held GPS observations or other comparable positioning techniques
 JA0204.and have an estimated accuracy of +/- 3 meters.
 JA0204
 JA0204.The orthometric height was determined by differential leveling and
 JA0204.adjusted by the NATIONAL GEODETIC SURVEY
 JA0204.in June 1991.
 JA0204
 JA0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0204.GEOID18 height accuracy estimate available here.
 JA0204
 JA0204.Click photographs - Photos may exist for this station.
 JA0204
 JA0204.The dynamic height is computed by dividing the NAVD 88
 JA0204.geopotential number by the normal gravity value computed on the
 JA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0204.degrees latitude (g = 980.6199 gals.).
 JA0204
 JA0204.The modeled gravity was interpolated from observed gravity values.
 JA0204
 JA0204;                    North         East    Units  Estimated Accuracy
 JA0204;SPC IN E     -   374,273.4      57,127.6     MT  (+/- 3 meters HH1 GPS) 
 JA0204
 JA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7321674789(NAD 83)
 JA0204
 JA0204                          SUPERSEDED SURVEY CONTROL
 JA0204
 JA0204  NGVD 29 (??/??/92)  265.874  (m)          872.29   (f) ADJ UNCH    1 2
 JA0204
 JA0204.Superseded values are not recommended for survey control.
 JA0204
 JA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0204.See file dsdata.pdf to determine how the superseded data were derived.
 JA0204
 JA0204_MARKER: DR = REFERENCE MARK DISK
 JA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0204_STAMPING: OXONIA NO 2 1946
 JA0204_MARK LOGO: CGS
 JA0204_PROJECTION: FLUSH
 JA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0204+STABILITY: SURFACE MOTION
 JA0204
 JA0204  HISTORY     - Date     Condition        Report By
 JA0204  HISTORY     - 1946     MONUMENTED       CGS
 JA0204  HISTORY     - 1949     GOOD             CGS
 JA0204
 JA0204                          STATION DESCRIPTION
 JA0204
 JA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0204'4.5 MI NW FROM SALEM.
 JA0204'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0204'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, THENCE ABOUT 0.5
 JA0204'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.1 MILES NORTHWEST
 JA0204'ALONG STATE HIGHWAY 60, AT THE BOSS-DENIEN AIRPORT, 73.5 FEET
 JA0204'EAST-SOUTHEAST OF OXONIA STA, 62.5 FEET SOUTH-SOUTHEAST OF
 JA0204'SOUTHEAST CORNER OF SOUTH EXTENSION OF HANGAR, 27 FEET EAST OF
 JA0204'THE CENTER LINE OF DRIVEWAY TO HANGAR, 1.5 FEET WEST OF LOW
 JA0204'CABLE BARRIER, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 JA0204'ABOUT 3 FEET ABOVE THE LEVEL OF OXONIA STA, AND SET IN THE TOP
 JA0204'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0471 ***********************************************************************
 JA0471  DESIGNATION -  P 1
 JA0471  PID         -  JA0471
 JA0471  STATE/COUNTY-  IN/HARRISON
 JA0471  COUNTRY     -  US
 JA0471  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0471
 JA0471                         *CURRENT SURVEY CONTROL
 JA0471  ______________________________________________________________________
 JA0471* NAD 83(1986) POSITION- 38 03 07.     (N) 086 15 21.     (W)   SCALED
 JA0471* NAVD 88 ORTHO HEIGHT -   128.104 (meters)      420.29  (feet) ADJUSTED
 JA0471  ______________________________________________________________________
 JA0471  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JA0471  DYNAMIC HEIGHT  -        128.014 (meters)      419.99  (feet) COMP
 JA0471  MODELED GRAVITY -    979,921.0   (mgal)                       NAVD 88
 JA0471
 JA0471  VERT ORDER      -  FIRST     CLASS II
 JA0471
 JA0471.The horizontal coordinates were scaled from a map and have
 JA0471.an estimated accuracy of +/- 6 seconds.
 JA0471
 JA0471.The orthometric height was determined by differential leveling and
 JA0471.adjusted by the NATIONAL GEODETIC SURVEY
 JA0471.in June 1991.
 JA0471
 JA0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0471.GEOID18 height accuracy estimate available here.
 JA0471
 JA0471.Click photographs - Photos may exist for this station.
 JA0471
 JA0471.The dynamic height is computed by dividing the NAVD 88
 JA0471.geopotential number by the normal gravity value computed on the
 JA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0471.degrees latitude (g = 980.6199 gals.).
 JA0471
 JA0471.The modeled gravity was interpolated from observed gravity values.
 JA0471
 JA0471;                    North         East    Units  Estimated Accuracy
 JA0471;SPC IN E     -   311,420.       48,290.      MT  (+/- 180 meters Scaled)
 JA0471
 JA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH652118(NAD 83)
 JA0471
 JA0471                          SUPERSEDED SURVEY CONTROL
 JA0471
 JA0471  NGVD 29 (??/??/92)  128.215  (m)          420.65   (f) ADJ UNCH    1 2
 JA0471
 JA0471.Superseded values are not recommended for survey control.
 JA0471
 JA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0471.See file dsdata.pdf to determine how the superseded data were derived.
 JA0471
 JA0471_MARKER: DD = SURVEY DISK
 JA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0471_STAMPING: BM-P-1 1962
 JA0471_MARK LOGO: USACE
 JA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0471+STABILITY: SURFACE MOTION
 JA0471
 JA0471  HISTORY     - Date     Condition        Report By
 JA0471  HISTORY     - 1962     MONUMENTED       USACE
 JA0471  HISTORY     - 1965     GOOD             CGS
 JA0471
 JA0471                          STATION DESCRIPTION
 JA0471
 JA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0471'4.2 MI NW FROM MAUCKPORT.
 JA0471'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0471'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0471'ALONG OLD STATE HIGHWAY 135, THENCE 3.65 MILES NORTHWEST ALONG
 JA0471'A GRAVELED ROAD, OR ABOUT 4.0 MILES SOUTH ALONG THE RIVER ROAD
 JA0471'WHICH IS GRAVELED FROM THE EVANGELICAL UNITED BRETHREN CHURCH AT
 JA0471'NEW AMSTERDAM, IN SECTION 25, T 5 S, R 2 E, AT THE SOUTH EDGE OF
 JA0471'A CULTIVATED FIELD OWNED BY BUD MILLER, 300 FEET SOUTH OF THE
 JA0471'CENTER LINE OF THE ROAD, 105 YARDS EAST OF BENCH MARK P 2 (USE),
 JA0471'83 YARDS EAST OF A NORTH-SOUTH LINE OF TREES SEPARATING 2
 JA0471'CULTIVATED FIELDS, 5 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD,
 JA0471'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 JA0471'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0471'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0045 ***********************************************************************
 JA0045  DESIGNATION -  P 10
 JA0045  PID         -  JA0045
 JA0045  STATE/COUNTY-  IN/LAWRENCE
 JA0045  COUNTRY     -  US
 JA0045  USGS QUAD   -  MITCHELL (2019)
 JA0045
 JA0045                         *CURRENT SURVEY CONTROL
 JA0045  ______________________________________________________________________
 JA0045* NAD 83(1986) POSITION- 38 44 18.     (N) 086 25 29.     (W)   SCALED
 JA0045* NAVD 88 ORTHO HEIGHT -   197.603 (meters)      648.30  (feet) ADJUSTED
 JA0045  ______________________________________________________________________
 JA0045  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 JA0045  DYNAMIC HEIGHT  -        197.475 (meters)      647.88  (feet) COMP
 JA0045  MODELED GRAVITY -    979,978.0   (mgal)                       NAVD 88
 JA0045
 JA0045  VERT ORDER      -  FIRST     CLASS II
 JA0045
 JA0045.The horizontal coordinates were scaled from a map and have
 JA0045.an estimated accuracy of +/- 6 seconds.
 JA0045
 JA0045.The orthometric height was determined by differential leveling and
 JA0045.adjusted by the NATIONAL GEODETIC SURVEY
 JA0045.in June 1991.
 JA0045
 JA0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0045.GEOID18 height accuracy estimate available here.
 JA0045
 JA0045.Click photographs - Photos may exist for this station.
 JA0045
 JA0045.The dynamic height is computed by dividing the NAVD 88
 JA0045.geopotential number by the normal gravity value computed on the
 JA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0045.degrees latitude (g = 980.6199 gals.).
 JA0045
 JA0045.The modeled gravity was interpolated from observed gravity values.
 JA0045
 JA0045;                    North         East    Units  Estimated Accuracy
 JA0045;SPC IN W     -   387,660.      957,260.      MT  (+/- 180 meters Scaled)
 JA0045
 JA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH499878(NAD 83)
 JA0045
 JA0045                          SUPERSEDED SURVEY CONTROL
 JA0045
 JA0045  NGVD 29 (??/??/92)  197.719  (m)          648.68   (f) ADJ UNCH    1 2
 JA0045
 JA0045.Superseded values are not recommended for survey control.
 JA0045
 JA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0045.See file dsdata.pdf to determine how the superseded data were derived.
 JA0045
 JA0045_MARKER: DB = BENCH MARK DISK
 JA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0045_STAMPING: 648.683 P 10 1930
 JA0045_MARK LOGO: CGS
 JA0045_PROJECTION: FLUSH
 JA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0045+STABILITY: SURFACE MOTION
 JA0045
 JA0045  HISTORY     - Date     Condition        Report By
 JA0045  HISTORY     - 1930     MONUMENTED       CGS
 JA0045  HISTORY     - 1934     GOOD             CGS
 JA0045
 JA0045                          STATION DESCRIPTION
 JA0045
 JA0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0045'2.6 MI E FROM MITCHELL.
 JA0045'2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0045'MITCHELL, LAWRENCE COUNTY, 330 FEET EAST OF MILEPOST C 124,
 JA0045'NEAR THE FIRST POLE WEST OF POLE 123/40, AT A ROAD CROSSING,
 JA0045'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 JA0045'DISK, STAMPED 648.683 P 10 1930 AND SET IN THE TOP OF A CONCRETE
 JA0045'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1582 ***********************************************************************
 LB1582  DESIGNATION -  P 100
 LB1582  PID         -  LB1582
 LB1582  STATE/COUNTY-  IN/WARREN
 LB1582  COUNTRY     -  US
 LB1582  USGS QUAD   -  WEST LEBANON (2019)
 LB1582
 LB1582                         *CURRENT SURVEY CONTROL
 LB1582  ______________________________________________________________________
 LB1582* NAD 83(1986) POSITION- 40 15 47.     (N) 087 29 00.     (W)   SCALED
 LB1582* NAVD 88 ORTHO HEIGHT -   215.381 (meters)      706.63  (feet) ADJUSTED
 LB1582  ______________________________________________________________________
 LB1582  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 LB1582  DYNAMIC HEIGHT  -        215.273 (meters)      706.27  (feet) COMP
 LB1582  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 LB1582
 LB1582  VERT ORDER      -  SECOND    CLASS 0
 LB1582
 LB1582.The horizontal coordinates were scaled from a map and have
 LB1582.an estimated accuracy of +/- 6 seconds.
 LB1582
 LB1582.The orthometric height was determined by differential leveling and
 LB1582.adjusted by the NATIONAL GEODETIC SURVEY
 LB1582.in June 1991.
 LB1582
 LB1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1582.GEOID18 height accuracy estimate available here.
 LB1582
 LB1582.Click photographs - Photos may exist for this station.
 LB1582
 LB1582.The dynamic height is computed by dividing the NAVD 88
 LB1582.geopotential number by the normal gravity value computed on the
 LB1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1582.degrees latitude (g = 980.6199 gals.).
 LB1582
 LB1582.The modeled gravity was interpolated from observed gravity values.
 LB1582
 LB1582;                    North         East    Units  Estimated Accuracy
 LB1582;SPC IN W     -   556,800.      865,980.      MT  (+/- 180 meters Scaled)
 LB1582
 LB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK589570(NAD 83)
 LB1582
 LB1582                          SUPERSEDED SURVEY CONTROL
 LB1582
 LB1582  NGVD 29 (??/??/92)  215.419  (m)          706.75   (f) ADJ UNCH    2 0
 LB1582
 LB1582.Superseded values are not recommended for survey control.
 LB1582
 LB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1582.See file dsdata.pdf to determine how the superseded data were derived.
 LB1582
 LB1582_MARKER: DB = BENCH MARK DISK
 LB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1582_STAMPING: P 100 1946
 LB1582_MARK LOGO: CGS
 LB1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1582+STABILITY: SURFACE MOTION
 LB1582
 LB1582  HISTORY     - Date     Condition        Report By
 LB1582  HISTORY     - 1946     MONUMENTED       CGS
 LB1582  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB1582
 LB1582                          STATION DESCRIPTION
 LB1582
 LB1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1582'2.8 MI S FROM SLOAN.
 LB1582'ABOUT 2.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LB1582'FROM THE STATION AT SLOAN, ABOUT 4 RAILS SOUTH OF MILE POST
 LB1582'116, AT A FARM ROAD CROSSING, 39 FEET WEST OF THE WEST RAIL, 14
 LB1582'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 5.5 FEET SOUTHEAST
 LB1582'OF A GATE POST, 1 FOOT EAST OF A FENCE LINE, AND ABOUT 3 FEET
 LB1582'BELOW THE TRACK.  A STANDARD DISK, STAMPED P 100 1946 AND SET
 LB1582'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1582
 LB1582                          STATION RECOVERY (1957)
 LB1582
 LB1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LB1582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1051 ***********************************************************************
 KA1051  DESIGNATION -  P 101
 KA1051  PID         -  KA1051
 KA1051  STATE/COUNTY-  IN/PARKE
 KA1051  COUNTRY     -  US
 KA1051  USGS QUAD   -  ROCKVILLE (2019)
 KA1051
 KA1051                         *CURRENT SURVEY CONTROL
 KA1051  ______________________________________________________________________
 KA1051* NAD 83(1986) POSITION- 39 52 29.05   (N) 087 07 34.86   (W)   HD_HELD1
 KA1051* NAVD 88 ORTHO HEIGHT -   231.058 (meters)      758.06  (feet) ADJUSTED
 KA1051  ______________________________________________________________________
 KA1051  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 KA1051  DYNAMIC HEIGHT  -        230.930 (meters)      757.64  (feet) COMP
 KA1051  MODELED GRAVITY -    980,063.5   (mgal)                       NAVD 88
 KA1051
 KA1051  VERT ORDER      -  SECOND    CLASS 0
 KA1051
 KA1051.The horizontal coordinates were determined by differentially corrected
 KA1051.hand held GPS observations or other comparable positioning techniques
 KA1051.and have an estimated accuracy of +/- 3 meters.
 KA1051
 KA1051.The orthometric height was determined by differential leveling and
 KA1051.adjusted by the NATIONAL GEODETIC SURVEY
 KA1051.in June 1991.
 KA1051
 KA1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1051.GEOID18 height accuracy estimate available here.
 KA1051
 KA1051.Click photographs - Photos may exist for this station.
 KA1051
 KA1051.The dynamic height is computed by dividing the NAVD 88
 KA1051.geopotential number by the normal gravity value computed on the
 KA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1051.degrees latitude (g = 980.6199 gals.).
 KA1051
 KA1051.The modeled gravity was interpolated from observed gravity values.
 KA1051
 KA1051;                    North         East    Units  Estimated Accuracy
 KA1051;SPC IN W     -   513,610.5     896,320.1     MT  (+/- 3 meters HH1 GPS) 
 KA1051
 KA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8919513861(NAD 83)
 KA1051
 KA1051                          SUPERSEDED SURVEY CONTROL
 KA1051
 KA1051  NGVD 29 (??/??/92)  231.147  (m)          758.35   (f) ADJ UNCH    2 0
 KA1051
 KA1051.Superseded values are not recommended for survey control.
 KA1051
 KA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1051.See file dsdata.pdf to determine how the superseded data were derived.
 KA1051
 KA1051_MARKER: DB = BENCH MARK DISK
 KA1051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1051_SP_SET: CULVERT HEADWALL
 KA1051_STAMPING: P 101 1946
 KA1051_MARK LOGO: CGS
 KA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1051+STABILITY: SURFACE MOTION
 KA1051
 KA1051  HISTORY     - Date     Condition        Report By
 KA1051  HISTORY     - 1946     MONUMENTED       CGS
 KA1051
 KA1051                          STATION DESCRIPTION
 KA1051
 KA1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1051'4.4 MI W FROM WAVELAND.
 KA1051'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1051'WITH STATE HIGHWAY 59 AT WAVELAND, 0.85 MILE WEST OF A CROSS
 KA1051'ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A
 KA1051'20 INCH CORRUGATED PIPE CULVERT, 21 FEET SOUTH OF AND ABOUT 1
 KA1051'FOOT BELOW THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA1051'STAMPED P 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1775 ***********************************************************************
 LB1775  DESIGNATION -  P 102
 LB1775  PID         -  LB1775
 LB1775  STATE/COUNTY-  IN/FOUNTAIN
 LB1775  COUNTRY     -  US
 LB1775  USGS QUAD   -  HILLSBORO (2019)
 LB1775
 LB1775                         *CURRENT SURVEY CONTROL
 LB1775  ______________________________________________________________________
 LB1775* NAD 83(1986) POSITION- 40 05 53.     (N) 087 14 41.     (W)   SCALED
 LB1775* NAVD 88 ORTHO HEIGHT -   181.655 (meters)      595.98  (feet) ADJUSTED
 LB1775  ______________________________________________________________________
 LB1775  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 LB1775  DYNAMIC HEIGHT  -        181.560 (meters)      595.67  (feet) COMP
 LB1775  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LB1775
 LB1775  VERT ORDER      -  SECOND    CLASS 0
 LB1775
 LB1775.The horizontal coordinates were scaled from a map and have
 LB1775.an estimated accuracy of +/- 6 seconds.
 LB1775
 LB1775.The orthometric height was determined by differential leveling and
 LB1775.adjusted by the NATIONAL GEODETIC SURVEY
 LB1775.in June 1991.
 LB1775
 LB1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1775.GEOID18 height accuracy estimate available here.
 LB1775
 LB1775.Click photographs - Photos may exist for this station.
 LB1775
 LB1775.The dynamic height is computed by dividing the NAVD 88
 LB1775.geopotential number by the normal gravity value computed on the
 LB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1775.degrees latitude (g = 980.6199 gals.).
 LB1775
 LB1775.The modeled gravity was interpolated from observed gravity values.
 LB1775
 LB1775;                    North         East    Units  Estimated Accuracy
 LB1775;SPC IN W     -   538,420.      886,240.      MT  (+/- 180 meters Scaled)
 LB1775
 LB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791386(NAD 83)
 LB1775
 LB1775                          SUPERSEDED SURVEY CONTROL
 LB1775
 LB1775  NGVD 29 (??/??/92)  181.730  (m)          596.23   (f) ADJ UNCH    2 0
 LB1775
 LB1775.Superseded values are not recommended for survey control.
 LB1775
 LB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1775.See file dsdata.pdf to determine how the superseded data were derived.
 LB1775
 LB1775_MARKER: DB = BENCH MARK DISK
 LB1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1775_SP_SET: BRIDGE ABUTMENT
 LB1775_STAMPING: P 102 1946
 LB1775_MARK LOGO: CGS
 LB1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1775
 LB1775  HISTORY     - Date     Condition        Report By
 LB1775  HISTORY     - 1946     MONUMENTED       CGS
 LB1775
 LB1775                          STATION DESCRIPTION
 LB1775
 LB1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1775'1.1 MI S FROM STERLING.
 LB1775'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1775'WITH STATE HIGHWAY 34 AT STERLING, SET IN THE TOP OF THE
 LB1775'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 119 FOOT CONCRETE
 LB1775'BRIDGE ACROSS THE EAST FORK OF COAL CREEK, 11 FEET NORTHEAST OF
 LB1775'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LB1775'DISK, STAMPED P 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0989 ***********************************************************************
 KA0989  DESIGNATION -  P 103
 KA0989  PID         -  KA0989
 KA0989  STATE/COUNTY-  IN/FOUNTAIN
 KA0989  COUNTRY     -  US
 KA0989  USGS QUAD   -  KINGMAN (2019)
 KA0989
 KA0989                         *CURRENT SURVEY CONTROL
 KA0989  ______________________________________________________________________
 KA0989* NAD 83(1986) POSITION- 39 57 51.     (N) 087 18 38.     (W)   SCALED
 KA0989* NAVD 88 ORTHO HEIGHT -   202.588 (meters)      664.66  (feet) ADJUSTED
 KA0989  ______________________________________________________________________
 KA0989  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 KA0989  DYNAMIC HEIGHT  -        202.480 (meters)      664.30  (feet) COMP
 KA0989  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 KA0989
 KA0989  VERT ORDER      -  SECOND    CLASS 0
 KA0989
 KA0989.The horizontal coordinates were scaled from a map and have
 KA0989.an estimated accuracy of +/- 6 seconds.
 KA0989
 KA0989.The orthometric height was determined by differential leveling and
 KA0989.adjusted by the NATIONAL GEODETIC SURVEY
 KA0989.in June 1991.
 KA0989
 KA0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0989.GEOID18 height accuracy estimate available here.
 KA0989
 KA0989.Click photographs - Photos may exist for this station.
 KA0989
 KA0989.The dynamic height is computed by dividing the NAVD 88
 KA0989.geopotential number by the normal gravity value computed on the
 KA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0989.degrees latitude (g = 980.6199 gals.).
 KA0989
 KA0989.The modeled gravity was interpolated from observed gravity values.
 KA0989
 KA0989;                    North         East    Units  Estimated Accuracy
 KA0989;SPC IN W     -   523,560.      880,590.      MT  (+/- 180 meters Scaled)
 KA0989
 KA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK734238(NAD 83)
 KA0989
 KA0989                          SUPERSEDED SURVEY CONTROL
 KA0989
 KA0989  NGVD 29 (??/??/92)  202.658  (m)          664.89   (f) ADJ UNCH    2 0
 KA0989
 KA0989.Superseded values are not recommended for survey control.
 KA0989
 KA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0989.See file dsdata.pdf to determine how the superseded data were derived.
 KA0989
 KA0989_MARKER: DB = BENCH MARK DISK
 KA0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0989_SP_SET: BRIDGE
 KA0989_STAMPING: P 103 1946
 KA0989_MARK LOGO: CGS
 KA0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0989
 KA0989  HISTORY     - Date     Condition        Report By
 KA0989  HISTORY     - 1946     MONUMENTED       CGS
 KA0989
 KA0989                          STATION DESCRIPTION
 KA0989
 KA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0989'1.8 MI W FROM KINGMAN.
 KA0989'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST
 KA0989'OFFICE AT KINGMAN, SET IN THE TOP OF THE NORTHWEST END OF THE
 KA0989'SOUTHWEST ABUTMENT OF A 13 FOOT CONCRETE BRIDGE WITH CONCRETE
 KA0989'BANISTERS, 14 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 KA0989'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 KA0989'P 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1762 ***********************************************************************
 LB1762  DESIGNATION -  P 104
 LB1762  PID         -  LB1762
 LB1762  STATE/COUNTY-  IN/FOUNTAIN
 LB1762  COUNTRY     -  US
 LB1762  USGS QUAD   -  PERRYSVILLE (2019)
 LB1762
 LB1762                         *CURRENT SURVEY CONTROL
 LB1762  ______________________________________________________________________
 LB1762* NAD 83(1986) POSITION- 40 02 45.     (N) 087 24 09.     (W)   SCALED
 LB1762* NAVD 88 ORTHO HEIGHT -   204.500 (meters)      670.93  (feet) ADJUSTED
 LB1762  ______________________________________________________________________
 LB1762  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 LB1762  DYNAMIC HEIGHT  -        204.393 (meters)      670.58  (feet) COMP
 LB1762  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 LB1762
 LB1762  VERT ORDER      -  SECOND    CLASS 0
 LB1762
 LB1762.The horizontal coordinates were scaled from a map and have
 LB1762.an estimated accuracy of +/- 6 seconds.
 LB1762
 LB1762.The orthometric height was determined by differential leveling and
 LB1762.adjusted by the NATIONAL GEODETIC SURVEY
 LB1762.in June 1991.
 LB1762
 LB1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1762.GEOID18 height accuracy estimate available here.
 LB1762
 LB1762.Click photographs - Photos may exist for this station.
 LB1762
 LB1762.The dynamic height is computed by dividing the NAVD 88
 LB1762.geopotential number by the normal gravity value computed on the
 LB1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1762.degrees latitude (g = 980.6199 gals.).
 LB1762
 LB1762.The modeled gravity was interpolated from observed gravity values.
 LB1762
 LB1762;                    North         East    Units  Estimated Accuracy
 LB1762;SPC IN W     -   532,660.      872,760.      MT  (+/- 180 meters Scaled)
 LB1762
 LB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK656329(NAD 83)
 LB1762
 LB1762                          SUPERSEDED SURVEY CONTROL
 LB1762
 LB1762  NGVD 29 (??/??/92)  204.555  (m)          671.11   (f) ADJ UNCH    2 0
 LB1762
 LB1762.Superseded values are not recommended for survey control.
 LB1762
 LB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1762.See file dsdata.pdf to determine how the superseded data were derived.
 LB1762
 LB1762_MARKER: DB = BENCH MARK DISK
 LB1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1762_STAMPING: P 104 1946
 LB1762_MARK LOGO: CGS
 LB1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1762+STABILITY: SURFACE MOTION
 LB1762
 LB1762  HISTORY     - Date     Condition        Report By
 LB1762  HISTORY     - 1946     MONUMENTED       CGS
 LB1762
 LB1762                          STATION DESCRIPTION
 LB1762
 LB1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1762'6.4 MI N FROM SILVERWOOD.
 LB1762'ABOUT 6.45 MILES NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 LB1762'WITH STATE HIGHWAY 234 AT THE NORTHEAST CITY LIMITS OF
 LB1762'SILVERWOOD, AT THE JUNCTION OF A ROAD LEADING EAST AND A STUCCO
 LB1762'FINISH CHURCH BUILDING, 171 FEET EAST AND ACROSS THE ROAD FROM
 LB1762'THE NORTHEAST CORNER OF THE CHURCH, 57 FEET EAST OF THE CENTER
 LB1762'LINE OF THE ROAD NORTH, 20 FEET NORTH OF THE CENTER LINE OF THE
 LB1762'ROAD EAST, 7 FEET EAST OF A LARGE ROUND CONCRETE FENCE CORNER
 LB1762'POST, 1 FOOT SOUTH OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE
 LB1762'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 104 1946 AND
 LB1762'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1305 ***********************************************************************
 LB1305  DESIGNATION -  P 106
 LB1305  PID         -  LB1305
 LB1305  STATE/COUNTY-  IN/NEWTON
 LB1305  COUNTRY     -  US
 LB1305  USGS QUAD   -  GOODLAND (2019)
 LB1305
 LB1305                         *CURRENT SURVEY CONTROL
 LB1305  ______________________________________________________________________
 LB1305* NAD 83(1986) POSITION- 40 51 56.70   (N) 087 18 23.60   (W)   HD_HELD1
 LB1305* NAVD 88 ORTHO HEIGHT -   197.315 (meters)      647.36  (feet) ADJUSTED
 LB1305  ______________________________________________________________________
 LB1305  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 LB1305  DYNAMIC HEIGHT  -        197.228 (meters)      647.07  (feet) COMP
 LB1305  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 LB1305
 LB1305  VERT ORDER      -  SECOND    CLASS 0
 LB1305
 LB1305.The horizontal coordinates were determined by differentially corrected
 LB1305.hand held GPS observations or other comparable positioning techniques
 LB1305.and have an estimated accuracy of +/- 3 meters.
 LB1305
 LB1305.The orthometric height was determined by differential leveling and
 LB1305.adjusted by the NATIONAL GEODETIC SURVEY
 LB1305.in June 1991.
 LB1305
 LB1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1305.GEOID18 height accuracy estimate available here.
 LB1305
 LB1305.Click photographs - Photos may exist for this station.
 LB1305
 LB1305.The dynamic height is computed by dividing the NAVD 88
 LB1305.geopotential number by the normal gravity value computed on the
 LB1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1305.degrees latitude (g = 980.6199 gals.).
 LB1305
 LB1305.The modeled gravity was interpolated from observed gravity values.
 LB1305
 LB1305;                    North         East    Units  Estimated Accuracy
 LB1305;SPC IN W     -   623,673.9     881,181.7     MT  (+/- 3 meters HH1 GPS) 
 LB1305
 LB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7416523899(NAD 83)
 LB1305
 LB1305                          SUPERSEDED SURVEY CONTROL
 LB1305
 LB1305  NGVD 29 (??/??/92)  197.393  (m)          647.61   (f) ADJ UNCH    2 0
 LB1305
 LB1305.Superseded values are not recommended for survey control.
 LB1305
 LB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1305.See file dsdata.pdf to determine how the superseded data were derived.
 LB1305
 LB1305_MARKER: DB = BENCH MARK DISK
 LB1305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1305_SP_SET: CULVERT HEADWALL
 LB1305_STAMPING: P 106 1946
 LB1305_MARK LOGO: CGS
 LB1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1305+STABILITY: SURFACE MOTION
 LB1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1305+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2018
 LB1305
 LB1305  HISTORY     - Date     Condition        Report By
 LB1305  HISTORY     - 1946     MONUMENTED       CGS
 LB1305  HISTORY     - 19870730 GOOD             NGS
 LB1305  HISTORY     - 20080921 GOOD             GEOCAC
 LB1305  HISTORY     - 20160205 GOOD             AMESC
 LB1305  HISTORY     - 20180319 GOOD             IN-089
 LB1305
 LB1305                          STATION DESCRIPTION
 LB1305
 LB1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1305'7.6 MI N FROM GOODLAND.
 LB1305'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1305'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A PAVED
 LB1305'ROAD, THENCE 6.4 MILES NORTH ALONG STATE HIGHWAY 55, AT THE
 LB1305'INTERSECTION WITH STATE HIGHWAY 16, IN THE SOUTHWEST QUARTER OF
 LB1305'THE INTERSECTION, 57 FEET WEST OF THE CENTER LINE OF HIGHWAY 55,
 LB1305'18.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 16, SET IN THE TOP
 LB1305'OF THE EAST END OF THE SOUTH HEADWALL OF A 3-FOOT CONCRETE BOX
 LB1305'CULVERT UNDER HIGHWAY 16, AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1305'INTERSECTION.  THIS MARK IS ABOUT 6.6 MILES SOUTH ALONG STATE
 LB1305'HIGHWAY 55 FROM THE SCHOOL BUILDING AT MT. AYR.
 LB1305
 LB1305                          STATION RECOVERY (1987)
 LB1305
 LB1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB1305'RECOVERED IN GOOD CONDITION.
 LB1305
 LB1305                          STATION RECOVERY (2008)
 LB1305
 LB1305'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1305'RECOVERED IN GOOD CONDITION.
 LB1305
 LB1305                          STATION RECOVERY (2016)
 LB1305
 LB1305'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1305'RECOVERED IN GOOD CONDITION.
 LB1305
 LB1305                          STATION RECOVERY (2018)
 LB1305
 LB1305'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 LB1305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1090 ***********************************************************************
 LB1090  DESIGNATION -  P 107
 LB1090  PID         -  LB1090
 LB1090  STATE/COUNTY-  IN/WHITE
 LB1090  COUNTRY     -  US
 LB1090  USGS QUAD   -  MONON (2019)
 LB1090
 LB1090                         *CURRENT SURVEY CONTROL
 LB1090  ______________________________________________________________________
 LB1090* NAD 83(1986) POSITION- 40 52 07.     (N) 086 52 46.     (W)   SCALED
 LB1090* NAVD 88 ORTHO HEIGHT -   208.392 (meters)      683.70  (feet) ADJUSTED
 LB1090  ______________________________________________________________________
 LB1090  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 LB1090  DYNAMIC HEIGHT  -        208.299 (meters)      683.39  (feet) COMP
 LB1090  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 LB1090
 LB1090  VERT ORDER      -  SECOND    CLASS 0
 LB1090
 LB1090.The horizontal coordinates were scaled from a map and have
 LB1090.an estimated accuracy of +/- 6 seconds.
 LB1090
 LB1090.The orthometric height was determined by differential leveling and
 LB1090.adjusted by the NATIONAL GEODETIC SURVEY
 LB1090.in June 1991.
 LB1090
 LB1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1090.GEOID18 height accuracy estimate available here.
 LB1090
 LB1090.Click photographs - Photos may exist for this station.
 LB1090
 LB1090.The dynamic height is computed by dividing the NAVD 88
 LB1090.geopotential number by the normal gravity value computed on the
 LB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1090.degrees latitude (g = 980.6199 gals.).
 LB1090
 LB1090.The modeled gravity was interpolated from observed gravity values.
 LB1090
 LB1090;                    North         East    Units  Estimated Accuracy
 LB1090;SPC IN W     -   623,990.      917,190.      MT  (+/- 180 meters Scaled)
 LB1090
 LB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101241(NAD 83)
 LB1090
 LB1090                          SUPERSEDED SURVEY CONTROL
 LB1090
 LB1090  NGVD 29 (??/??/92)  208.486  (m)          684.01   (f) ADJ UNCH    2 0
 LB1090
 LB1090.Superseded values are not recommended for survey control.
 LB1090
 LB1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1090.See file dsdata.pdf to determine how the superseded data were derived.
 LB1090
 LB1090_MARKER: DB = BENCH MARK DISK
 LB1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1090_SP_SET: BUILDING
 LB1090_STAMPING: P 107 1946
 LB1090_MARK LOGO: CGS
 LB1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1090
 LB1090  HISTORY     - Date     Condition        Report By
 LB1090  HISTORY     - 1946     MONUMENTED       CGS
 LB1090
 LB1090                          STATION DESCRIPTION
 LB1090
 LB1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1090'AT MONON.
 LB1090'AT MONON, AT THE JUNCTION OF STATE HIGHWAYS 16 AND 43 IN THE
 LB1090'NORTH EDGE OF TOWN, SET VERTICALLY IN THE WEST FACE OF THE
 LB1090'SOUTHWEST CORNER OF MONON TOWNSHIP SCHOOL BUILDING, 1 FOOT NORTH
 LB1090'OF THE CORNER AND 4.2 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1432 ***********************************************************************
 ME1432  DESIGNATION -  P 108
 ME1432  PID         -  ME1432
 ME1432  STATE/COUNTY-  IN/JASPER
 ME1432  COUNTRY     -  US
 ME1432  USGS QUAD   -  PARR (2019)
 ME1432
 ME1432                         *CURRENT SURVEY CONTROL
 ME1432  ______________________________________________________________________
 ME1432* NAD 83(1986) POSITION- 41 00 56.     (N) 087 09 06.     (W)   SCALED
 ME1432* NAVD 88 ORTHO HEIGHT -   204.668 (meters)      671.48  (feet) ADJUSTED
 ME1432  ______________________________________________________________________
 ME1432  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 ME1432  DYNAMIC HEIGHT  -        204.580 (meters)      671.19  (feet) COMP
 ME1432  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 ME1432
 ME1432  VERT ORDER      -  SECOND    CLASS 0
 ME1432
 ME1432.The horizontal coordinates were scaled from a map and have
 ME1432.an estimated accuracy of +/- 6 seconds.
 ME1432
 ME1432.The orthometric height was determined by differential leveling and
 ME1432.adjusted by the NATIONAL GEODETIC SURVEY
 ME1432.in June 1991.
 ME1432
 ME1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1432.GEOID18 height accuracy estimate available here.
 ME1432
 ME1432.Click photographs - Photos may exist for this station.
 ME1432
 ME1432.The dynamic height is computed by dividing the NAVD 88
 ME1432.geopotential number by the normal gravity value computed on the
 ME1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1432.degrees latitude (g = 980.6199 gals.).
 ME1432
 ME1432.The modeled gravity was interpolated from observed gravity values.
 ME1432
 ME1432;                    North         East    Units  Estimated Accuracy
 ME1432;SPC IN W     -   640,290.      894,250.      MT  (+/- 180 meters Scaled)
 ME1432
 ME1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872404(NAD 83)
 ME1432
 ME1432                          SUPERSEDED SURVEY CONTROL
 ME1432
 ME1432  NGVD 29 (??/??/92)  204.756  (m)          671.77   (f) ADJ UNCH    2 0
 ME1432
 ME1432.Superseded values are not recommended for survey control.
 ME1432
 ME1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1432.See file dsdata.pdf to determine how the superseded data were derived.
 ME1432
 ME1432_MARKER: DB = BENCH MARK DISK
 ME1432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1432_SP_SET: CULVERT HEADWALL
 ME1432_STAMPING: P 108 1946
 ME1432_MARK LOGO: CGS
 ME1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1432+STABILITY: SURFACE MOTION
 ME1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1432+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2013
 ME1432
 ME1432  HISTORY     - Date     Condition        Report By
 ME1432  HISTORY     - 1946     MONUMENTED       CGS
 ME1432  HISTORY     - 20120327 GOOD             IN-073
 ME1432  HISTORY     - 20131210 GOOD             INDOT
 ME1432
 ME1432                          STATION DESCRIPTION
 ME1432
 ME1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1432'5.5 MI N FROM RENSSELAER.
 ME1432'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE COURT
 ME1432'HOUSE AT RENSSELAER, 0.8 MILE SOUTH OF THE INTERSECTION WITH
 ME1432'STATE HIGHWAY 14, ABOUT 0.3 MILE SOUTH OF THE JUNCTION WITH A
 ME1432'ROAD LEADING EAST, 0.2 MILE NORTH OF THE JUNCTION WITH A ROAD
 ME1432'LEADING EAST, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 ME1432'HEADWALL OF AN 18-INCH PIPE CULVERT, 20 FEET WEST OF THE CENTER
 ME1432'LINE OF THE HIGHWAY AND ABOUT 0.5 FEET BELOW HIGHWAY LEVEL.
 ME1432
 ME1432                          STATION RECOVERY (2012)
 ME1432
 ME1432'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1432'RECOVERED IN GOOD CONDITION.
 ME1432
 ME1432                          STATION RECOVERY (2013)
 ME1432
 ME1432'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1453 ***********************************************************************
 LB1453  DESIGNATION -  P 109
 LB1453  PID         -  LB1453
 LB1453  STATE/COUNTY-  IN/NEWTON
 LB1453  COUNTRY     -  US
 LB1453  USGS QUAD   -  GOODLAND (2019)
 LB1453
 LB1453                         *CURRENT SURVEY CONTROL
 LB1453  ______________________________________________________________________
 LB1453* NAD 83(1986) POSITION- 40 45 58.     (N) 087 21 46.     (W)   SCALED
 LB1453* NAVD 88 ORTHO HEIGHT -   208.899 (meters)      685.36  (feet) ADJUSTED
 LB1453  ______________________________________________________________________
 LB1453  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 LB1453  DYNAMIC HEIGHT  -        208.803 (meters)      685.05  (feet) COMP
 LB1453  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 LB1453
 LB1453  VERT ORDER      -  SECOND    CLASS 0
 LB1453
 LB1453.The horizontal coordinates were scaled from a map and have
 LB1453.an estimated accuracy of +/- 6 seconds.
 LB1453
 LB1453.The orthometric height was determined by differential leveling and
 LB1453.adjusted by the NATIONAL GEODETIC SURVEY
 LB1453.in June 1991.
 LB1453
 LB1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1453.GEOID18 height accuracy estimate available here.
 LB1453
 LB1453.Click photographs - Photos may exist for this station.
 LB1453
 LB1453.The dynamic height is computed by dividing the NAVD 88
 LB1453.geopotential number by the normal gravity value computed on the
 LB1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1453.degrees latitude (g = 980.6199 gals.).
 LB1453
 LB1453.The modeled gravity was interpolated from observed gravity values.
 LB1453
 LB1453;                    North         East    Units  Estimated Accuracy
 LB1453;SPC IN W     -   612,620.      876,410.      MT  (+/- 180 meters Scaled)
 LB1453
 LB1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL693128(NAD 83)
 LB1453
 LB1453                          SUPERSEDED SURVEY CONTROL
 LB1453
 LB1453  NGVD 29 (??/??/92)  208.963  (m)          685.57   (f) ADJ UNCH    2 0
 LB1453
 LB1453.Superseded values are not recommended for survey control.
 LB1453
 LB1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1453.See file dsdata.pdf to determine how the superseded data were derived.
 LB1453
 LB1453_MARKER: DB = BENCH MARK DISK
 LB1453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1453_SP_SET: CULVERT HEADWALL
 LB1453_STAMPING: P 109 1946
 LB1453_MARK LOGO: CGS
 LB1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1453+STABILITY: SURFACE MOTION
 LB1453
 LB1453  HISTORY     - Date     Condition        Report By
 LB1453  HISTORY     - 1946     MONUMENTED       CGS
 LB1453
 LB1453                          STATION DESCRIPTION
 LB1453
 LB1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1453'4.4 MI E FROM KENTLAND.
 LB1453'ABOUT 4.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1453'STATION AT KENTLAND, 0.3 MILE EAST OF MILEPOST 53, ABOUT 85 FEET
 LB1453'EAST OF THE GRAIN ELEVATOR AT PERKINS, AT A GRAVEL ROAD CROSSING,
 LB1453'28 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 16 FEET
 LB1453'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF
 LB1453'THE NORTH THE EAST END OF THE NORTH HEADWALL OF AN 8-FOOT CONCRETE
 LB1453'CULVERT UNDER THE TRACK, AND ABOUT 1 1/2 FEET BELOW TRACK
 LB1453'LEVEL.  A STANDARD DISK, STAMPED P 109 1946.  THIS MARK IS ABOUT
 LB1453'3.6 MILES WEST OF THE STATION AT GOODLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1427 ***********************************************************************
 ME1427  DESIGNATION -  P 110
 ME1427  PID         -  ME1427
 ME1427  STATE/COUNTY-  IN/JASPER
 ME1427  COUNTRY     -  US
 ME1427  USGS QUAD   -  GIFFORD (2019)
 ME1427
 ME1427                         *CURRENT SURVEY CONTROL
 ME1427  ______________________________________________________________________
 ME1427* NAD 83(1986) POSITION- 41 01 39.     (N) 087 03 54.     (W)   SCALED
 ME1427* NAVD 88 ORTHO HEIGHT -   208.783 (meters)      684.98  (feet) ADJUSTED
 ME1427  ______________________________________________________________________
 ME1427  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 ME1427  DYNAMIC HEIGHT  -        208.692 (meters)      684.68  (feet) COMP
 ME1427  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 ME1427
 ME1427  VERT ORDER      -  SECOND    CLASS 0
 ME1427
 ME1427.The horizontal coordinates were scaled from a map and have
 ME1427.an estimated accuracy of +/- 6 seconds.
 ME1427
 ME1427.The orthometric height was determined by differential leveling and
 ME1427.adjusted by the NATIONAL GEODETIC SURVEY
 ME1427.in June 1991.
 ME1427
 ME1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1427.GEOID18 height accuracy estimate available here.
 ME1427
 ME1427.Click photographs - Photos may exist for this station.
 ME1427
 ME1427.The dynamic height is computed by dividing the NAVD 88
 ME1427.geopotential number by the normal gravity value computed on the
 ME1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1427.degrees latitude (g = 980.6199 gals.).
 ME1427
 ME1427.The modeled gravity was interpolated from observed gravity values.
 ME1427
 ME1427;                    North         East    Units  Estimated Accuracy
 ME1427;SPC IN W     -   641,610.      901,540.      MT  (+/- 180 meters Scaled)
 ME1427
 ME1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL945418(NAD 83)
 ME1427
 ME1427                          SUPERSEDED SURVEY CONTROL
 ME1427
 ME1427  NGVD 29 (??/??/92)  208.873  (m)          685.28   (f) ADJ UNCH    2 0
 ME1427
 ME1427.Superseded values are not recommended for survey control.
 ME1427
 ME1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1427.See file dsdata.pdf to determine how the superseded data were derived.
 ME1427
 ME1427_MARKER: DB = BENCH MARK DISK
 ME1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1427_STAMPING: P 110 1946
 ME1427_MARK LOGO: CGS
 ME1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1427+STABILITY: SURFACE MOTION
 ME1427
 ME1427  HISTORY     - Date     Condition        Report By
 ME1427  HISTORY     - 1946     MONUMENTED       CGS
 ME1427  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1427
 ME1427                          STATION DESCRIPTION
 ME1427
 ME1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1427'8 MI E FROM PARR.
 ME1427'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1427'AT PARR, AT A CROSS ROAD, 34 FEET NORTH OF THE CENTER LINE OF
 ME1427'THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 ME1427'NORTH, 4.8 FEET EAST OF A RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF
 ME1427'THE NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE
 ME1427'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME1427'5 INCHES.
 ME1427
 ME1427                          STATION RECOVERY (2005)
 ME1427
 ME1427'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0908 ***********************************************************************
 LB0908  DESIGNATION -  P 111
 LB0908  PID         -  LB0908
 LB0908  STATE/COUNTY-  IN/MONTGOMERY
 LB0908  COUNTRY     -  US
 LB0908  USGS QUAD   -  DARLINGTON (2019)
 LB0908
 LB0908                         *CURRENT SURVEY CONTROL
 LB0908  ______________________________________________________________________
 LB0908* NAD 83(1986) POSITION- 40 02 48.     (N) 086 50 23.     (W)   SCALED
 LB0908* NAVD 88 ORTHO HEIGHT -   240.287 (meters)      788.34  (feet) ADJUSTED
 LB0908  ______________________________________________________________________
 LB0908  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 LB0908  DYNAMIC HEIGHT  -        240.158 (meters)      787.92  (feet) COMP
 LB0908  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 LB0908
 LB0908  VERT ORDER      -  SECOND    CLASS 0
 LB0908
 LB0908.The horizontal coordinates were scaled from a map and have
 LB0908.an estimated accuracy of +/- 6 seconds.
 LB0908
 LB0908.The orthometric height was determined by differential leveling and
 LB0908.adjusted by the NATIONAL GEODETIC SURVEY
 LB0908.in June 1991.
 LB0908
 LB0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0908.GEOID18 height accuracy estimate available here.
 LB0908
 LB0908.Click photographs - Photos may exist for this station.
 LB0908
 LB0908.The dynamic height is computed by dividing the NAVD 88
 LB0908.geopotential number by the normal gravity value computed on the
 LB0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0908.degrees latitude (g = 980.6199 gals.).
 LB0908
 LB0908.The modeled gravity was interpolated from observed gravity values.
 LB0908
 LB0908;                    North         East    Units  Estimated Accuracy
 LB0908;SPC IN W     -   532,730.      920,790.      MT  (+/- 180 meters Scaled)
 LB0908
 LB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK136329(NAD 83)
 LB0908
 LB0908                          SUPERSEDED SURVEY CONTROL
 LB0908
 LB0908  NGVD 29 (??/??/92)  240.387  (m)          788.67   (f) ADJ UNCH    2 0
 LB0908
 LB0908.Superseded values are not recommended for survey control.
 LB0908
 LB0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0908.See file dsdata.pdf to determine how the superseded data were derived.
 LB0908
 LB0908_MARKER: DB = BENCH MARK DISK
 LB0908_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0908_SP_SET: CULVERT HEADWALL
 LB0908_STAMPING: P 111 1946
 LB0908_MARK LOGO: CGS
 LB0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0908+STABILITY: SURFACE MOTION
 LB0908
 LB0908  HISTORY     - Date     Condition        Report By
 LB0908  HISTORY     - 1946     MONUMENTED       CGS
 LB0908
 LB0908                          STATION DESCRIPTION
 LB0908
 LB0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0908'0.6 MI W FROM SMARTSBURG.
 LB0908'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL
 LB0908'BUILDING AT SMARTSBURG, ABOUT 300 FEET EAST OF A WHITE 2-STORY
 LB0908'HOUSE ON THE SOUTH SIDE OF THE ROAD, SET IN THE TOP OF THE
 LB0908'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT,
 LB0908'36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 LB0908'7.5 FEET LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0908'P 111 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0615 ***********************************************************************
 LB0615  DESIGNATION -  P 112
 LB0615  PID         -  LB0615
 LB0615  STATE/COUNTY-  IN/BOONE
 LB0615  COUNTRY     -  US
 LB0615  USGS QUAD   -  LEBANON (2019)
 LB0615
 LB0615                         *CURRENT SURVEY CONTROL
 LB0615  ______________________________________________________________________
 LB0615* NAD 83(1986) POSITION- 40 02 22.     (N) 086 23 36.     (W)   SCALED
 LB0615* NAVD 88 ORTHO HEIGHT -   289.737 (meters)      950.58  (feet) ADJUSTED
 LB0615  ______________________________________________________________________
 LB0615  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 LB0615  DYNAMIC HEIGHT  -        289.576 (meters)      950.05  (feet) COMP
 LB0615  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 LB0615
 LB0615  VERT ORDER      -  SECOND    CLASS 0
 LB0615
 LB0615.The horizontal coordinates were scaled from a map and have
 LB0615.an estimated accuracy of +/- 6 seconds.
 LB0615
 LB0615.The orthometric height was determined by differential leveling and
 LB0615.adjusted by the NATIONAL GEODETIC SURVEY
 LB0615.in June 1991.
 LB0615
 LB0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0615.GEOID18 height accuracy estimate available here.
 LB0615
 LB0615.Click photographs - Photos may exist for this station.
 LB0615
 LB0615.The dynamic height is computed by dividing the NAVD 88
 LB0615.geopotential number by the normal gravity value computed on the
 LB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0615.degrees latitude (g = 980.6199 gals.).
 LB0615
 LB0615.The modeled gravity was interpolated from observed gravity values.
 LB0615
 LB0615;                    North         East    Units  Estimated Accuracy
 LB0615;SPC IN W     -   532,130.      958,890.      MT  (+/- 180 meters Scaled)
 LB0615
 LB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK517323(NAD 83)
 LB0615
 LB0615                          SUPERSEDED SURVEY CONTROL
 LB0615
 LB0615  NGVD 29 (??/??/92)  289.841  (m)          950.92   (f) ADJ UNCH    2 0
 LB0615
 LB0615.Superseded values are not recommended for survey control.
 LB0615
 LB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0615.See file dsdata.pdf to determine how the superseded data were derived.
 LB0615
 LB0615_MARKER: DB = BENCH MARK DISK
 LB0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0615_SP_SET: BRIDGE WINGWALL
 LB0615_STAMPING: P 112 1946
 LB0615_MARK LOGO: CGS
 LB0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0615
 LB0615  HISTORY     - Date     Condition        Report By
 LB0615  HISTORY     - 1946     MONUMENTED       CGS
 LB0615  HISTORY     - 1977     GOOD             LOCENG
 LB0615
 LB0615                          STATION DESCRIPTION
 LB0615
 LB0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0615'4.4 MI E FROM LEBANON.
 LB0615'ALONG STATE HIGHWAY 32 ABOUT 4.4 MILES EAST OF THE COUNTY COURT
 LB0615'HOUSE AT LEBANON, 80 FEET EAST OF THE CENTER OF THE INTERSECTION
 LB0615'OF A NORTH-SOUTH GRAVEL ROAD, SET IN THE TOP OF THE NORTHWEST
 LB0615'WINGWALL OF A 22-FOOT CONCRETE BRIDGE, 16 FEET NORTH OF THE
 LB0615'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE
 LB0615'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED P 112 1946.
 LB0615
 LB0615                          STATION RECOVERY (1977)
 LB0615
 LB0615'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0855 ***********************************************************************
 LB0855  DESIGNATION -  P 113
 LB0855  PID         -  LB0855
 LB0855  STATE/COUNTY-  IN/BOONE
 LB0855  COUNTRY     -  US
 LB0855  USGS QUAD   -  THORNTOWN (2019)
 LB0855
 LB0855                         *CURRENT SURVEY CONTROL
 LB0855  ______________________________________________________________________
 LB0855* NAD 83(1986) POSITION- 40 07 45.     (N) 086 36 01.     (W)   SCALED
 LB0855* NAVD 88 ORTHO HEIGHT -   251.106 (meters)      823.84  (feet) ADJUSTED
 LB0855  ______________________________________________________________________
 LB0855  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 LB0855  DYNAMIC HEIGHT  -        250.970 (meters)      823.39  (feet) COMP
 LB0855  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 LB0855
 LB0855  VERT ORDER      -  SECOND    CLASS 0
 LB0855
 LB0855.The horizontal coordinates were scaled from a map and have
 LB0855.an estimated accuracy of +/- 6 seconds.
 LB0855
 LB0855.The orthometric height was determined by differential leveling and
 LB0855.adjusted by the NATIONAL GEODETIC SURVEY
 LB0855.in June 1991.
 LB0855
 LB0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0855.GEOID18 height accuracy estimate available here.
 LB0855
 LB0855.Click photographs - Photos may exist for this station.
 LB0855
 LB0855.The dynamic height is computed by dividing the NAVD 88
 LB0855.geopotential number by the normal gravity value computed on the
 LB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0855.degrees latitude (g = 980.6199 gals.).
 LB0855
 LB0855.The modeled gravity was interpolated from observed gravity values.
 LB0855
 LB0855;                    North         East    Units  Estimated Accuracy
 LB0855;SPC IN W     -   541,970.      941,170.      MT  (+/- 180 meters Scaled)
 LB0855
 LB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK340421(NAD 83)
 LB0855
 LB0855                          SUPERSEDED SURVEY CONTROL
 LB0855
 LB0855  NGVD 29 (??/??/92)  251.203  (m)          824.16   (f) ADJ UNCH    2 0
 LB0855
 LB0855.Superseded values are not recommended for survey control.
 LB0855
 LB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0855.See file dsdata.pdf to determine how the superseded data were derived.
 LB0855
 LB0855_MARKER: DB = BENCH MARK DISK
 LB0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0855_SP_SET: BRIDGE WINGWALL
 LB0855_STAMPING: P 113 1946
 LB0855_MARK LOGO: CGS
 LB0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0855
 LB0855  HISTORY     - Date     Condition        Report By
 LB0855  HISTORY     - 1946     MONUMENTED       CGS
 LB0855  HISTORY     - 1977     GOOD             LOCENG
 LB0855
 LB0855                          STATION DESCRIPTION
 LB0855
 LB0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0855'0.3 MI E FROM THORNTOWN.
 LB0855'ALONG STATE HIGHWAY 47 ABOUT 0.3 MILE EAST OF THE MUNICIPAL
 LB0855'BUILDING AT THORNTOWN, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 LB0855'OF A CONCRETE BRIDGE OVER A CREEK, 18 FEET SOUTH OF THE CENTER
 LB0855'LINE OF THE HIGHWAY AND ABOUT 1.3 FOOT HIGHER THAN HIGHWAY LEVEL.
 LB0855'A STANDARD DISK, STAMPED P 113 1946.
 LB0855
 LB0855                          STATION RECOVERY (1977)
 LB0855
 LB0855'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0915 ***********************************************************************
 LB0915  DESIGNATION -  P 114
 LB0915  PID         -  LB0915
 LB0915  STATE/COUNTY-  IN/CLINTON
 LB0915  COUNTRY     -  US
 LB0915  USGS QUAD   -  FRANKFORT (2019)
 LB0915
 LB0915                         *CURRENT SURVEY CONTROL
 LB0915  ______________________________________________________________________
 LB0915* NAD 83(1986) POSITION- 40 15 02.     (N) 086 30 34.     (W)   SCALED
 LB0915* NAVD 88 ORTHO HEIGHT -   264.779 (meters)      868.70  (feet) ADJUSTED
 LB0915  ______________________________________________________________________
 LB0915  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 LB0915  DYNAMIC HEIGHT  -        264.639 (meters)      868.24  (feet) COMP
 LB0915  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 LB0915
 LB0915  VERT ORDER      -  SECOND    CLASS 0
 LB0915
 LB0915.The horizontal coordinates were scaled from a map and have
 LB0915.an estimated accuracy of +/- 6 seconds.
 LB0915
 LB0915.The orthometric height was determined by differential leveling and
 LB0915.adjusted by the NATIONAL GEODETIC SURVEY
 LB0915.in June 1991.
 LB0915
 LB0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0915.GEOID18 height accuracy estimate available here.
 LB0915
 LB0915.Click photographs - Photos may exist for this station.
 LB0915
 LB0915.The dynamic height is computed by dividing the NAVD 88
 LB0915.geopotential number by the normal gravity value computed on the
 LB0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0915.degrees latitude (g = 980.6199 gals.).
 LB0915
 LB0915.The modeled gravity was interpolated from observed gravity values.
 LB0915
 LB0915;                    North         East    Units  Estimated Accuracy
 LB0915;SPC IN W     -   555,500.      948,830.      MT  (+/- 180 meters Scaled)
 LB0915
 LB0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK417556(NAD 83)
 LB0915
 LB0915                          SUPERSEDED SURVEY CONTROL
 LB0915
 LB0915  NGVD 29 (??/??/92)  264.883  (m)          869.04   (f) ADJ UNCH    2 0
 LB0915
 LB0915.Superseded values are not recommended for survey control.
 LB0915
 LB0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0915.See file dsdata.pdf to determine how the superseded data were derived.
 LB0915
 LB0915_MARKER: DB = BENCH MARK DISK
 LB0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0915_STAMPING: P 114 1946
 LB0915_MARK LOGO: CGS
 LB0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0915+STABILITY: SURFACE MOTION
 LB0915
 LB0915  HISTORY     - Date     Condition        Report By
 LB0915  HISTORY     - 1946     MONUMENTED       CGS
 LB0915
 LB0915                          STATION DESCRIPTION
 LB0915
 LB0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0915'2.1 MI S FROM FRANKFORT.
 LB0915'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0915'COURT HOUSE AT FRANKFORT, AT LOCKWOOD FIELD, 35 FEET WEST OF THE
 LB0915'CENTER LINE OF THE HIGHWAY, 2.6 FEET EAST OF THE SOUTHEAST
 LB0915'CORNER OF THE WOODEN HANGAR BUILDING, 8.5 FEET WEST OF A FENCE
 LB0915'LINE, 1.8 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0915'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 114 1946
 LB0915'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LB0915'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0094 ***********************************************************************
 LB0094  DESIGNATION -  P 115
 LB0094  PID         -  LB0094
 LB0094  STATE/COUNTY-  IN/CASS
 LB0094  COUNTRY     -  US
 LB0094  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0094
 LB0094                         *CURRENT SURVEY CONTROL
 LB0094  ______________________________________________________________________
 LB0094* NAD 83(1986) POSITION- 40 36 43.     (N) 086 21 54.     (W)   SCALED
 LB0094* NAVD 88 ORTHO HEIGHT -   218.942 (meters)      718.31  (feet) ADJUSTED
 LB0094  ______________________________________________________________________
 LB0094  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 LB0094  DYNAMIC HEIGHT  -        218.833 (meters)      717.95  (feet) COMP
 LB0094  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 LB0094
 LB0094  VERT ORDER      -  SECOND    CLASS 0
 LB0094
 LB0094.The horizontal coordinates were scaled from a map and have
 LB0094.an estimated accuracy of +/- 6 seconds.
 LB0094
 LB0094.The orthometric height was determined by differential leveling and
 LB0094.adjusted by the NATIONAL GEODETIC SURVEY
 LB0094.in June 1991.
 LB0094
 LB0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0094.GEOID18 height accuracy estimate available here.
 LB0094
 LB0094.Click photographs - Photos may exist for this station.
 LB0094
 LB0094.The dynamic height is computed by dividing the NAVD 88
 LB0094.geopotential number by the normal gravity value computed on the
 LB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0094.degrees latitude (g = 980.6199 gals.).
 LB0094
 LB0094.The modeled gravity was interpolated from observed gravity values.
 LB0094
 LB0094;                    North         East    Units  Estimated Accuracy
 LB0094;SPC IN E     -   595,700.       40,900.      MT  (+/- 180 meters Scaled)
 LB0094
 LB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK537958(NAD 83)
 LB0094
 LB0094                          SUPERSEDED SURVEY CONTROL
 LB0094
 LB0094  NGVD 29 (??/??/92)  219.056  (m)          718.69   (f) ADJ UNCH    2 0
 LB0094
 LB0094.Superseded values are not recommended for survey control.
 LB0094
 LB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0094.See file dsdata.pdf to determine how the superseded data were derived.
 LB0094
 LB0094_MARKER: DB = BENCH MARK DISK
 LB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0094_STAMPING: P 115 1946
 LB0094_MARK LOGO: CGS
 LB0094_PROJECTION: RECESSED 13 CENTIMETERS
 LB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0094+STABILITY: SURFACE MOTION
 LB0094
 LB0094  HISTORY     - Date     Condition        Report By
 LB0094  HISTORY     - 1946     MONUMENTED       CGS
 LB0094
 LB0094                          STATION DESCRIPTION
 LB0094
 LB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0094'1.4 MI E FROM DEER CREEK.
 LB0094'ABOUT 1.35 MILE EAST ALONG A GRAVEL ROAD LEADING TO LINCOLN
 LB0094'FROM THE JUNCTION WITH STATE HIGHWAY 29 AT DEER CREEK, IN THE
 LB0094'SOUTHWEST QUARTER OF A CROSS ROAD, 19 FEET SOUTH OF THE CENTER
 LB0094'LINE OF THE EAST-WEST ROAD, 16 FEET WEST OF THE CENTER LINE OF
 LB0094'THE NORTH-SOUTH ROAD, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2
 LB0094'FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LB0094'POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P
 LB0094'115 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0094'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0002 ***********************************************************************
 LB0002  DESIGNATION -  P 116
 LB0002  PID         -  LB0002
 LB0002  STATE/COUNTY-  IN/CARROLL
 LB0002  COUNTRY     -  US
 LB0002  USGS QUAD   -  DEER CREEK (2019)
 LB0002
 LB0002                         *CURRENT SURVEY CONTROL
 LB0002  ______________________________________________________________________
 LB0002* NAD 83(1986) POSITION- 40 31 03.     (N) 086 23 31.     (W)   SCALED
 LB0002* NAVD 88 ORTHO HEIGHT -   238.176 (meters)      781.42  (feet) ADJUSTED
 LB0002  ______________________________________________________________________
 LB0002  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 LB0002  DYNAMIC HEIGHT  -        238.055 (meters)      781.02  (feet) COMP
 LB0002  MODELED GRAVITY -    980,112.1   (mgal)                       NAVD 88
 LB0002
 LB0002  VERT ORDER      -  SECOND    CLASS 0
 LB0002
 LB0002.The horizontal coordinates were scaled from a map and have
 LB0002.an estimated accuracy of +/- 6 seconds.
 LB0002
 LB0002.The orthometric height was determined by differential leveling and
 LB0002.adjusted by the NATIONAL GEODETIC SURVEY
 LB0002.in June 1991.
 LB0002
 LB0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0002.GEOID18 height accuracy estimate available here.
 LB0002
 LB0002.Click photographs - Photos may exist for this station.
 LB0002
 LB0002.The dynamic height is computed by dividing the NAVD 88
 LB0002.geopotential number by the normal gravity value computed on the
 LB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0002.degrees latitude (g = 980.6199 gals.).
 LB0002
 LB0002.The modeled gravity was interpolated from observed gravity values.
 LB0002
 LB0002;                    North         East    Units  Estimated Accuracy
 LB0002;SPC IN W     -   585,210.      958,590.      MT  (+/- 180 meters Scaled)
 LB0002
 LB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515853(NAD 83)
 LB0002
 LB0002                          SUPERSEDED SURVEY CONTROL
 LB0002
 LB0002  NGVD 29 (??/??/92)  238.285  (m)          781.77   (f) ADJ UNCH    2 0
 LB0002
 LB0002.Superseded values are not recommended for survey control.
 LB0002
 LB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0002.See file dsdata.pdf to determine how the superseded data were derived.
 LB0002
 LB0002_MARKER: DB = BENCH MARK DISK
 LB0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0002_SP_SET: BUILDING
 LB0002_STAMPING: P 116 1946
 LB0002_MARK LOGO: CGS
 LB0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0002
 LB0002  HISTORY     - Date     Condition        Report By
 LB0002  HISTORY     - 1946     MONUMENTED       CGS
 LB0002
 LB0002                          STATION DESCRIPTION
 LB0002
 LB0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0002'AT CARROLLTON.
 LB0002'AT CARROLLTON, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 LB0002'CORNER OF DARWIN M.E. CHURCH BUILDING, 2.1 FEET NORTH OF THE
 LB0002'CORNER AND 2.4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 LB0002'STAMPED P 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0449 ***********************************************************************
 LB0449  DESIGNATION -  P 117
 LB0449  PID         -  LB0449
 LB0449  STATE/COUNTY-  IN/CLINTON
 LB0449  COUNTRY     -  US
 LB0449  USGS QUAD   -  BURLINGTON (2019)
 LB0449
 LB0449                         *CURRENT SURVEY CONTROL
 LB0449  ______________________________________________________________________
 LB0449* NAD 83(1986) POSITION- 40 23 16.     (N) 086 25 51.     (W)   SCALED
 LB0449* NAVD 88 ORTHO HEIGHT -   262.446 (meters)      861.04  (feet) ADJUSTED
 LB0449  ______________________________________________________________________
 LB0449  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 LB0449  DYNAMIC HEIGHT  -        262.309 (meters)      860.59  (feet) COMP
 LB0449  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 LB0449
 LB0449  VERT ORDER      -  SECOND    CLASS 0
 LB0449
 LB0449.The horizontal coordinates were scaled from a map and have
 LB0449.an estimated accuracy of +/- 6 seconds.
 LB0449
 LB0449.The orthometric height was determined by differential leveling and
 LB0449.adjusted by the NATIONAL GEODETIC SURVEY
 LB0449.in June 1991.
 LB0449
 LB0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0449.GEOID18 height accuracy estimate available here.
 LB0449
 LB0449.Click photographs - Photos may exist for this station.
 LB0449
 LB0449.The dynamic height is computed by dividing the NAVD 88
 LB0449.geopotential number by the normal gravity value computed on the
 LB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0449.degrees latitude (g = 980.6199 gals.).
 LB0449
 LB0449.The modeled gravity was interpolated from observed gravity values.
 LB0449
 LB0449;                    North         East    Units  Estimated Accuracy
 LB0449;SPC IN W     -   570,780.      955,400.      MT  (+/- 180 meters Scaled)
 LB0449
 LB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK483709(NAD 83)
 LB0449
 LB0449                          SUPERSEDED SURVEY CONTROL
 LB0449
 LB0449  NGVD 29 (??/??/92)  262.552  (m)          861.39   (f) ADJ UNCH    2 0
 LB0449
 LB0449.Superseded values are not recommended for survey control.
 LB0449
 LB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0449.See file dsdata.pdf to determine how the superseded data were derived.
 LB0449
 LB0449_MARKER: DB = BENCH MARK DISK
 LB0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0449_STAMPING: P 117 1946
 LB0449_MARK LOGO: CGS
 LB0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0449+STABILITY: SURFACE MOTION
 LB0449
 LB0449  HISTORY     - Date     Condition        Report By
 LB0449  HISTORY     - 1946     MONUMENTED       CGS
 LB0449
 LB0449                          STATION DESCRIPTION
 LB0449
 LB0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0449'3.9 MI SW FROM MIDDLE FORK.
 LB0449'ABOUT 1.9 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE CROSS ROADS
 LB0449'AT MIDDLE FORK, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD, IN
 LB0449'THE NORTHWEST QUARTER OF A CROSS ROAD, 19.5 FEET NORTH OF THE
 LB0449'CENTER LINE OF THE EAST-WEST ROAD, 20 FEET WEST OF THE CENTER
 LB0449'LINE OF THE NORTH-SOUTH ROAD, 1 1/2 FEET SOUTH OF A FENCE LINE,
 LB0449'3 FEET WEST OF A CONCRETE CORNER FENCE POST AND ABOUT LEVEL WITH
 LB0449'THE ROAD.  A STANDARD DISK, STAMPED P 117 1946 AND SET IN THE
 LB0449'TOP OF A CONCRETE POST.  THIS MARK IS ABOUT 4.5 MILES EAST
 LB0449'ALONG A GRAVEL ROAD FROM THE POST OFFICE AT MORAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0961 ***********************************************************************
 LB0961  DESIGNATION -  P 118
 LB0961  PID         -  LB0961
 LB0961  STATE/COUNTY-  IN/CARROLL
 LB0961  COUNTRY     -  US
 LB0961  USGS QUAD   -  FLORA (2019)
 LB0961
 LB0961                         *CURRENT SURVEY CONTROL
 LB0961  ______________________________________________________________________
 LB0961* NAD 83(1986) POSITION- 40 34 49.     (N) 086 32 04.     (W)   SCALED
 LB0961* NAVD 88 ORTHO HEIGHT -   207.319 (meters)      680.18  (feet) ADJUSTED
 LB0961  ______________________________________________________________________
 LB0961  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 LB0961  DYNAMIC HEIGHT  -        207.217 (meters)      679.84  (feet) COMP
 LB0961  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 LB0961
 LB0961  VERT ORDER      -  SECOND    CLASS 0
 LB0961
 LB0961.The horizontal coordinates were scaled from a map and have
 LB0961.an estimated accuracy of +/- 6 seconds.
 LB0961
 LB0961.The orthometric height was determined by differential leveling and
 LB0961.adjusted by the NATIONAL GEODETIC SURVEY
 LB0961.in June 1991.
 LB0961
 LB0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0961.GEOID18 height accuracy estimate available here.
 LB0961
 LB0961.Click photographs - Photos may exist for this station.
 LB0961
 LB0961.The dynamic height is computed by dividing the NAVD 88
 LB0961.geopotential number by the normal gravity value computed on the
 LB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0961.degrees latitude (g = 980.6199 gals.).
 LB0961
 LB0961.The modeled gravity was interpolated from observed gravity values.
 LB0961
 LB0961;                    North         East    Units  Estimated Accuracy
 LB0961;SPC IN W     -   592,090.      946,470.      MT  (+/- 180 meters Scaled)
 LB0961
 LB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK394922(NAD 83)
 LB0961
 LB0961                          SUPERSEDED SURVEY CONTROL
 LB0961
 LB0961  NGVD 29 (??/??/92)  207.430  (m)          680.54   (f) ADJ UNCH    2 0
 LB0961
 LB0961.Superseded values are not recommended for survey control.
 LB0961
 LB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0961.See file dsdata.pdf to determine how the superseded data were derived.
 LB0961
 LB0961_MARKER: DB = BENCH MARK DISK
 LB0961_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0961_SP_SET: BOX CULVERT HEADWALL
 LB0961_STAMPING: P 118 1946
 LB0961_MARK LOGO: CGS
 LB0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0961+STABILITY: SURFACE MOTION
 LB0961
 LB0961  HISTORY     - Date     Condition        Report By
 LB0961  HISTORY     - 1946     MONUMENTED       CGS
 LB0961
 LB0961                          STATION DESCRIPTION
 LB0961
 LB0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0961'2 MI S FROM CAMDEN.
 LB0961'ABOUT 2.0 MILES SOUTH ALONG THE CAMDEN-FLORA ROAD FROM THE CAMDEN
 LB0961'STATE BANK AT CAMDEN, ABOUT 100 YARDS NORTH OF ELLA FLORAS FARM
 LB0961'HOUSE, 0.25 MILE NORTH OF THE JUNCTION WITH A ROAD LEADING EAST,
 LB0961'SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 3-FOOT
 LB0961'CONCRETE BOX CULVERT, 11.5 FEET WEST OF THE CENTER LINE OF THE
 LB0961'ROAD, AND ABOUT 1.8 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK,
 LB0961'STAMPED P 118 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0974 ***********************************************************************
 LB0974  DESIGNATION -  P 119
 LB0974  PID         -  LB0974
 LB0974  STATE/COUNTY-  IN/CARROLL
 LB0974  COUNTRY     -  US
 LB0974  USGS QUAD   -  DELPHI (2019)
 LB0974
 LB0974                         *CURRENT SURVEY CONTROL
 LB0974  ______________________________________________________________________
 LB0974* NAD 83(1986) POSITION- 40 33 42.     (N) 086 39 17.     (W)   SCALED
 LB0974* NAVD 88 ORTHO HEIGHT -   203.084 (meters)      666.28  (feet) ADJUSTED
 LB0974  ______________________________________________________________________
 LB0974  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 LB0974  DYNAMIC HEIGHT  -        202.984 (meters)      665.96  (feet) COMP
 LB0974  MODELED GRAVITY -    980,131.7   (mgal)                       NAVD 88
 LB0974
 LB0974  VERT ORDER      -  SECOND    CLASS 0
 LB0974
 LB0974.The horizontal coordinates were scaled from a map and have
 LB0974.an estimated accuracy of +/- 6 seconds.
 LB0974
 LB0974.The orthometric height was determined by differential leveling and
 LB0974.adjusted by the NATIONAL GEODETIC SURVEY
 LB0974.in June 1991.
 LB0974
 LB0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0974.GEOID18 height accuracy estimate available here.
 LB0974
 LB0974.Click photographs - Photos may exist for this station.
 LB0974
 LB0974.The dynamic height is computed by dividing the NAVD 88
 LB0974.geopotential number by the normal gravity value computed on the
 LB0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0974.degrees latitude (g = 980.6199 gals.).
 LB0974
 LB0974.The modeled gravity was interpolated from observed gravity values.
 LB0974
 LB0974;                    North         East    Units  Estimated Accuracy
 LB0974;SPC IN W     -   589,970.      936,300.      MT  (+/- 180 meters Scaled)
 LB0974
 LB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK292901(NAD 83)
 LB0974
 LB0974                          SUPERSEDED SURVEY CONTROL
 LB0974
 LB0974  NGVD 29 (??/??/92)  203.193  (m)          666.64   (f) ADJ UNCH    2 0
 LB0974
 LB0974.Superseded values are not recommended for survey control.
 LB0974
 LB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0974.See file dsdata.pdf to determine how the superseded data were derived.
 LB0974
 LB0974_MARKER: DB = BENCH MARK DISK
 LB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0974_STAMPING: P 119 1946
 LB0974_MARK LOGO: CGS
 LB0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0974+STABILITY: SURFACE MOTION
 LB0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0974+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 LB0974
 LB0974  HISTORY     - Date     Condition        Report By
 LB0974  HISTORY     - 1946     MONUMENTED       CGS
 LB0974  HISTORY     - 20040923 GOOD             BFSINC
 LB0974  HISTORY     - 20090330 GOOD             INDOT
 LB0974
 LB0974                          STATION DESCRIPTION
 LB0974
 LB0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0974'2 MI SE FROM DELPHI.
 LB0974'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0974'COURT HOUSE AT DELPHI, AT THE INTERSECTION WITH AN EAST-WEST
 LB0974'GRAVEL ROAD, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0974'44 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 3.5 FEET
 LB0974'SOUTH OF A FENCE CORNER, 1 1/2 FOOT SOUTHEAST OF A FENCE LINE AND
 LB0974'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 LB0974'STAMPED P 119 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0974'4 INCHES ABOVE GROUND.
 LB0974
 LB0974                          STATION RECOVERY (2004)
 LB0974
 LB0974'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB0974'RECOVERED IN GOOD CONDITION.
 LB0974
 LB0974                          STATION RECOVERY (2009)
 LB0974
 LB0974'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0974'RECOVERED AS DESCRIBED (LEANING SLIGHTLY)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0765 ***********************************************************************
 JA0765  DESIGNATION -  P 12
 JA0765  PID         -  JA0765
 JA0765  STATE/COUNTY-  IN/GREENE
 JA0765  COUNTRY     -  US
 JA0765  USGS QUAD   -  SCOTLAND (2019)
 JA0765
 JA0765                         *CURRENT SURVEY CONTROL
 JA0765  ______________________________________________________________________
 JA0765* NAD 83(1986) POSITION- 38 58 13.     (N) 086 58 45.     (W)   SCALED
 JA0765* NAVD 88 ORTHO HEIGHT -   155.028 (meters)      508.62  (feet) ADJUSTED
 JA0765  ______________________________________________________________________
 JA0765  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 JA0765  DYNAMIC HEIGHT  -        154.933 (meters)      508.31  (feet) COMP
 JA0765  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 JA0765
 JA0765  VERT ORDER      -  FIRST     CLASS II
 JA0765
 JA0765.The horizontal coordinates were scaled from a map and have
 JA0765.an estimated accuracy of +/- 6 seconds.
 JA0765
 JA0765.The orthometric height was determined by differential leveling and
 JA0765.adjusted by the NATIONAL GEODETIC SURVEY
 JA0765.in June 1991.
 JA0765
 JA0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0765.GEOID18 height accuracy estimate available here.
 JA0765
 JA0765.Click photographs - Photos may exist for this station.
 JA0765
 JA0765.The dynamic height is computed by dividing the NAVD 88
 JA0765.geopotential number by the normal gravity value computed on the
 JA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0765.degrees latitude (g = 980.6199 gals.).
 JA0765
 JA0765.The modeled gravity was interpolated from observed gravity values.
 JA0765
 JA0765;                    North         East    Units  Estimated Accuracy
 JA0765;SPC IN W     -   413,200.      909,030.      MT  (+/- 180 meters Scaled)
 JA0765
 JA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018134(NAD 83)
 JA0765
 JA0765                          SUPERSEDED SURVEY CONTROL
 JA0765
 JA0765  NGVD 29 (??/??/92)  155.162  (m)          509.06   (f) ADJ UNCH    1 2
 JA0765
 JA0765.Superseded values are not recommended for survey control.
 JA0765
 JA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0765.See file dsdata.pdf to determine how the superseded data were derived.
 JA0765
 JA0765_MARKER: DB = BENCH MARK DISK
 JA0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0765_SP_SET: BRIDGE
 JA0765_STAMPING: 509.061 P 12 1930
 JA0765_MARK LOGO: CGS
 JA0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0765
 JA0765  HISTORY     - Date     Condition        Report By
 JA0765  HISTORY     - 1930     MONUMENTED       CGS
 JA0765  HISTORY     - 1934     GOOD             CGS
 JA0765  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0765
 JA0765                          STATION DESCRIPTION
 JA0765
 JA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0765'3.4 MI S FROM ELLISTON.
 JA0765'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JA0765'ELLISTON, GREENE COUNTY, AT MILEPOST 52, AT THE NORTH END OF
 JA0765'THE BRIDGE OVER WEST FORK WHITE RIVER, IN THE TOP OF THE BACK
 JA0765'WALL OF THE WEST ABUTMENT, NEAR THE SOUTHWEST CORNER, AND LEVEL
 JA0765'WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED 509.061 P
 JA0765'12 1930.
 JA0765
 JA0765                          STATION RECOVERY (1985)
 JA0765
 JA0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0702 ***********************************************************************
 LB0702  DESIGNATION -  P 120
 LB0702  PID         -  LB0702
 LB0702  STATE/COUNTY-  IN/CARROLL
 LB0702  COUNTRY     -  US
 LB0702  USGS QUAD   -  PYRMONT (2019)
 LB0702
 LB0702                         *CURRENT SURVEY CONTROL
 LB0702  ______________________________________________________________________
 LB0702* NAD 83(1986) POSITION- 40 28 29.     (N) 086 41 39.     (W)   SCALED
 LB0702* NAVD 88 ORTHO HEIGHT -   206.111 (meters)      676.22  (feet) ADJUSTED
 LB0702  ______________________________________________________________________
 LB0702  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 LB0702  DYNAMIC HEIGHT  -        206.009 (meters)      675.88  (feet) COMP
 LB0702  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 LB0702
 LB0702  VERT ORDER      -  SECOND    CLASS 0
 LB0702
 LB0702.The horizontal coordinates were scaled from a map and have
 LB0702.an estimated accuracy of +/- 6 seconds.
 LB0702
 LB0702.The orthometric height was determined by differential leveling and
 LB0702.adjusted by the NATIONAL GEODETIC SURVEY
 LB0702.in June 1991.
 LB0702
 LB0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0702.GEOID18 height accuracy estimate available here.
 LB0702
 LB0702.Click photographs - Photos may exist for this station.
 LB0702
 LB0702.The dynamic height is computed by dividing the NAVD 88
 LB0702.geopotential number by the normal gravity value computed on the
 LB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0702.degrees latitude (g = 980.6199 gals.).
 LB0702
 LB0702.The modeled gravity was interpolated from observed gravity values.
 LB0702
 LB0702;                    North         East    Units  Estimated Accuracy
 LB0702;SPC IN W     -   580,300.      933,000.      MT  (+/- 180 meters Scaled)
 LB0702
 LB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK259804(NAD 83)
 LB0702
 LB0702                          SUPERSEDED SURVEY CONTROL
 LB0702
 LB0702  NGVD 29 (??/??/92)  206.217  (m)          676.56   (f) ADJ UNCH    2 0
 LB0702
 LB0702.Superseded values are not recommended for survey control.
 LB0702
 LB0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0702.See file dsdata.pdf to determine how the superseded data were derived.
 LB0702
 LB0702_MARKER: DB = BENCH MARK DISK
 LB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0702_STAMPING: P 120 1946
 LB0702_MARK LOGO: CGS
 LB0702_PROJECTION: PROJECTING
 LB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0702+STABILITY: SURFACE MOTION
 LB0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0702+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2010
 LB0702
 LB0702  HISTORY     - Date     Condition        Report By
 LB0702  HISTORY     - 1946     MONUMENTED       CGS
 LB0702  HISTORY     - 20100802 GOOD             INDIV
 LB0702
 LB0702                          STATION DESCRIPTION
 LB0702
 LB0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0702'1.5 MI NW FROM PRYMONT.
 LB0702'ABOUT 0.6 MILE NORTH THENCE 0.9 MILE WEST ALONG GRAVEL ROADS FROM
 LB0702'THE SCHOOL AT PRYMONT, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LB0702'WITH THE CARROLL-TIPPECANOE COUNTY LINE ROAD, 23 FEET SOUTH OF THE
 LB0702'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET EAST OF THE CENTER
 LB0702'LINE OF THE COUNTY LINE ROAD, 6 FEET SOUTH OF A CONCRETE CORNER
 LB0702'FENCE POST 1.5 FEET WEST OF A FENCE LINE AND ABOUT 1.0 FOOT
 LB0702'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED P 120 1846 AND SET
 LB0702'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0702
 LB0702                          STATION RECOVERY (2010)
 LB0702
 LB0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SAP)
 LB0702'MARK IS LOCATED IN CARROLL COUNTY IN THE SOUTHEAST QUADRANT AT THE
 LB0702'INTERSECTION OF CO. RD 500S AND CO. RD 900W(WEST CO. LINE). SAME
 LB0702'INTERSECTION IS IN TIPPECANOE COUNTY AS, CO. RD 400N AND CO. RD
 LB0702'1100E(EAST CO. LINE). MARK IS USED AS A SECTION CORNER REFERENCE FOR
 LB0702'TIPPECANOE COUNTY SECTION CORNER QQ-13. INFORMATION ON SECTION CORNER
 LB0702'REFERENCE SHEETS CAN BE FOUND ON TIPPECANOE COUNTY'S WEBSITE.
 LB0702'WWW.TIPPECANOE.IN.GOV
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0660 ***********************************************************************
 KA0660  DESIGNATION -  P 121
 KA0660  PID         -  KA0660
 KA0660  STATE/COUNTY-  IN/PUTNAM
 KA0660  COUNTRY     -  US
 KA0660  USGS QUAD   -  GREENCASTLE (2019)
 KA0660
 KA0660                         *CURRENT SURVEY CONTROL
 KA0660  ______________________________________________________________________
 KA0660* NAD 83(1986) POSITION- 39 40 10.     (N) 086 47 37.     (W)   SCALED
 KA0660* NAVD 88 ORTHO HEIGHT -   248.886 (meters)      816.55  (feet) POSTED
 KA0660  ______________________________________________________________________
 KA0660  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 KA0660  DYNAMIC HEIGHT  -        248.75  (meters)      816.1   (feet) COMP
 KA0660  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 KA0660
 KA0660  VERT ORDER      -  * POSTED, SEE BELOW
 KA0660
 KA0660.The horizontal coordinates were scaled from a map and have
 KA0660.an estimated accuracy of +/- 6 seconds.
 KA0660
 KA0660.The orthometric height was determined by differential leveling
 KA0660.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0660
 KA0660.* This is a POSTED BENCH MARK height.
 KA0660
 KA0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0660.GEOID18 height accuracy estimate available here.
 KA0660
 KA0660.Click photographs - Photos may exist for this station.
 KA0660
 KA0660.The dynamic height is computed by dividing the NAVD 88
 KA0660.geopotential number by the normal gravity value computed on the
 KA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0660.degrees latitude (g = 980.6199 gals.).
 KA0660
 KA0660.The modeled gravity was interpolated from observed gravity values.
 KA0660
 KA0660;                    North         East    Units  Estimated Accuracy
 KA0660;SPC IN W     -   490,860.      924,860.      MT  (+/- 180 meters Scaled)
 KA0660
 KA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ177910(NAD 83)
 KA0660
 KA0660                          SUPERSEDED SURVEY CONTROL
 KA0660
 KA0660  NGVD 29 (??/??/92)  248.997  (m)          816.92   (f) ADJ UNCH    1 2
 KA0660
 KA0660.Superseded values are not recommended for survey control.
 KA0660
 KA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0660.See file dsdata.pdf to determine how the superseded data were derived.
 KA0660
 KA0660_MARKER: DB = BENCH MARK DISK
 KA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0660_STAMPING: P 121 1946
 KA0660_MARK LOGO: CGS
 KA0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0660+STABILITY: SURFACE MOTION
 KA0660
 KA0660  HISTORY     - Date     Condition        Report By
 KA0660  HISTORY     - 1946     MONUMENTED       CGS
 KA0660  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0660
 KA0660                          STATION DESCRIPTION
 KA0660
 KA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0660'4 MI E FROM GREENCASTLE.
 KA0660'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 4.0 MILES EAST OF THE
 KA0660'STATION AT GREENCASTLE, AT THE GRADE CROSSING OF A NORTH-SOUTH
 KA0660'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF THE CROSSING, 37 FEET WEST
 KA0660'OF POLE NUMBER 34/51, ABOUT 1 1/2 POLE NORTHEAST OF MILE POST 35,
 KA0660'81 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 54 FEET NORTHWEST
 KA0660'OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 30 FEET EAST OF
 KA0660'THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE LINE OF POLES,
 KA0660'8 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS
 KA0660'POST AND ABOUT 8 FEET HIGHER THAN THE LEVEL OF THE CROSSING.
 KA0660'A STANDARD DISK, STAMPED P 121 1946 AND SET IN THE TOP OF A CONCRETE
 KA0660'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- MARK IS ABOUT 2.4
 KA0660'MILES SOUTHWEST OF THE STATION AT FILLMORE
 KA0660
 KA0660                          STATION RECOVERY (1985)
 KA0660
 KA0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1381 ***********************************************************************
 LB1381  DESIGNATION -  P 122
 LB1381  PID         -  LB1381
 LB1381  STATE/COUNTY-  IN/BENTON
 LB1381  COUNTRY     -  US
 LB1381  USGS QUAD   -  FOWLER (2019)
 LB1381
 LB1381                         *CURRENT SURVEY CONTROL
 LB1381  ______________________________________________________________________
 LB1381* NAD 83(1986) POSITION- 40 37 20.     (N) 087 20 39.     (W)   SCALED
 LB1381* NAVD 88 ORTHO HEIGHT -   249.306 (meters)      817.93  (feet) ADJUSTED
 LB1381  ______________________________________________________________________
 LB1381  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 LB1381  DYNAMIC HEIGHT  -        249.186 (meters)      817.54  (feet) COMP
 LB1381  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 LB1381
 LB1381  VERT ORDER      -  SECOND    CLASS 0
 LB1381
 LB1381.The horizontal coordinates were scaled from a map and have
 LB1381.an estimated accuracy of +/- 6 seconds.
 LB1381
 LB1381.The orthometric height was determined by differential leveling and
 LB1381.adjusted by the NATIONAL GEODETIC SURVEY
 LB1381.in June 1991.
 LB1381
 LB1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1381.GEOID18 height accuracy estimate available here.
 LB1381
 LB1381.Click photographs - Photos may exist for this station.
 LB1381
 LB1381.The dynamic height is computed by dividing the NAVD 88
 LB1381.geopotential number by the normal gravity value computed on the
 LB1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1381.degrees latitude (g = 980.6199 gals.).
 LB1381
 LB1381.The modeled gravity was interpolated from observed gravity values.
 LB1381
 LB1381;                    North         East    Units  Estimated Accuracy
 LB1381;SPC IN W     -   596,640.      877,930.      MT  (+/- 180 meters Scaled)
 LB1381
 LB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708968(NAD 83)
 LB1381
 LB1381                          SUPERSEDED SURVEY CONTROL
 LB1381
 LB1381  NGVD 29 (??/??/92)  249.357  (m)          818.10   (f) ADJ UNCH    2 0
 LB1381
 LB1381.Superseded values are not recommended for survey control.
 LB1381
 LB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1381.See file dsdata.pdf to determine how the superseded data were derived.
 LB1381
 LB1381_MARKER: DB = BENCH MARK DISK
 LB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1381_STAMPING: P 122 1946
 LB1381_MARK LOGO: CGS
 LB1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1381+STABILITY: SURFACE MOTION
 LB1381
 LB1381  HISTORY     - Date     Condition        Report By
 LB1381  HISTORY     - 1946     MONUMENTED       CGS
 LB1381
 LB1381                          STATION DESCRIPTION
 LB1381
 LB1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1381'1.8 MI NW FROM FOWLER.
 LB1381'ABOUT 1.75 MILE NORTHWEST AND WEST ALONG STATE HIGHWAY 18 FROM
 LB1381'THE COUNTY COURT HOUSE AT FOWLER, 0.1 MILE WEST OF THE
 LB1381'INTERSECTION WITH A NORTH-SOUTH SECTION LINE ROAD, AT A T FENCE
 LB1381'CORNER ON THE SOUTH SIDE OF THE HIGHWAY, 188 FEET WEST OF THE
 LB1381'CENTER LINE OF A DRIVEWAY LEADING SOUTH TO A WHITE FARM HOUSE,
 LB1381'117 FEET EAST-SOUTHEAST OF THE SOUTH END OF A 14-INCH CORRUGATED
 LB1381'STEEL PIPE CULVERT UNDER THE HIGHWAY, 3 FEET NORTH OF THE SOUTH
 LB1381'RIGHT-OF-WAY FENCE LINE, 39.5 FEET SOUTH OF THE CENTER LINE OF
 LB1381'THE HIGHWAY AND OPPOSITE TELEPHONE POLE NUMBER 38, 1 1/2 FOOT
 LB1381'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET ABOVE
 LB1381'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED P 122 1946 AND SET IN
 LB1381'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1111 ***********************************************************************
 LB1111  DESIGNATION -  P 123
 LB1111  PID         -  LB1111
 LB1111  STATE/COUNTY-  IN/WHITE
 LB1111  COUNTRY     -  US
 LB1111  USGS QUAD   -  BROOKSTON SW (2019)
 LB1111
 LB1111                         *CURRENT SURVEY CONTROL
 LB1111  ______________________________________________________________________
 LB1111* NAD 83(1986) POSITION- 40 36 18.     (N) 086 56 49.     (W)   SCALED
 LB1111* NAVD 88 ORTHO HEIGHT -   217.853 (meters)      714.74  (feet) ADJUSTED
 LB1111  ______________________________________________________________________
 LB1111  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 LB1111  DYNAMIC HEIGHT  -        217.749 (meters)      714.40  (feet) COMP
 LB1111  MODELED GRAVITY -    980,139.9   (mgal)                       NAVD 88
 LB1111
 LB1111  VERT ORDER      -  SECOND    CLASS 0
 LB1111
 LB1111.The horizontal coordinates were scaled from a map and have
 LB1111.an estimated accuracy of +/- 6 seconds.
 LB1111
 LB1111.The orthometric height was determined by differential leveling and
 LB1111.adjusted by the NATIONAL GEODETIC SURVEY
 LB1111.in June 1991.
 LB1111
 LB1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1111.GEOID18 height accuracy estimate available here.
 LB1111
 LB1111.Click photographs - Photos may exist for this station.
 LB1111
 LB1111.The dynamic height is computed by dividing the NAVD 88
 LB1111.geopotential number by the normal gravity value computed on the
 LB1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1111.degrees latitude (g = 980.6199 gals.).
 LB1111
 LB1111.The modeled gravity was interpolated from observed gravity values.
 LB1111
 LB1111;                    North         East    Units  Estimated Accuracy
 LB1111;SPC IN W     -   594,700.      911,540.      MT  (+/- 180 meters Scaled)
 LB1111
 LB1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK044949(NAD 83)
 LB1111
 LB1111                          SUPERSEDED SURVEY CONTROL
 LB1111
 LB1111  NGVD 29 (??/??/92)  217.942  (m)          715.03   (f) ADJ UNCH    2 0
 LB1111
 LB1111.Superseded values are not recommended for survey control.
 LB1111
 LB1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1111.See file dsdata.pdf to determine how the superseded data were derived.
 LB1111
 LB1111_MARKER: DB = BENCH MARK DISK
 LB1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1111_STAMPING: P 123 1946
 LB1111_MARK LOGO: CGS
 LB1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1111+STABILITY: SURFACE MOTION
 LB1111
 LB1111  HISTORY     - Date     Condition        Report By
 LB1111  HISTORY     - 1946     MONUMENTED       CGS
 LB1111
 LB1111                          STATION DESCRIPTION
 LB1111
 LB1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1111'4.4 MI W FROM BROOKSTON.
 LB1111'ABOUT 4.45 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1111'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1111'0.2 MILE EAST OF A 2-STORY WHITE HOUSE ON THE NORTH SIDE OF THE
 LB1111'HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4
 LB1111'FEET EAST OF A POWER LINE POLE AND IN LINE WITH THE POLES, 2.5
 LB1111'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL
 LB1111'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 123 1946 AND SET
 LB1111'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1218 ***********************************************************************
 LB1218  DESIGNATION -  P 124
 LB1218  PID         -  LB1218
 LB1218  STATE/COUNTY-  IN/BENTON
 LB1218  COUNTRY     -  US
 LB1218  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1218
 LB1218                         *CURRENT SURVEY CONTROL
 LB1218  ______________________________________________________________________
 LB1218* NAD 83(1986) POSITION- 40 38 06.     (N) 087 10 02.     (W)   SCALED
 LB1218* NAVD 88 ORTHO HEIGHT -   221.315 (meters)      726.10  (feet) ADJUSTED
 LB1218  ______________________________________________________________________
 LB1218  GEOID HEIGHT    -        -33.500 (meters)                     GEOID18
 LB1218  DYNAMIC HEIGHT  -        221.208 (meters)      725.75  (feet) COMP
 LB1218  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 LB1218
 LB1218  VERT ORDER      -  SECOND    CLASS 0
 LB1218
 LB1218.The horizontal coordinates were scaled from a map and have
 LB1218.an estimated accuracy of +/- 6 seconds.
 LB1218
 LB1218.The orthometric height was determined by differential leveling and
 LB1218.adjusted by the NATIONAL GEODETIC SURVEY
 LB1218.in June 1991.
 LB1218
 LB1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1218.GEOID18 height accuracy estimate available here.
 LB1218
 LB1218.Click photographs - Photos may exist for this station.
 LB1218
 LB1218.The dynamic height is computed by dividing the NAVD 88
 LB1218.geopotential number by the normal gravity value computed on the
 LB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1218.degrees latitude (g = 980.6199 gals.).
 LB1218
 LB1218.The modeled gravity was interpolated from observed gravity values.
 LB1218
 LB1218;                    North         East    Units  Estimated Accuracy
 LB1218;SPC IN W     -   598,030.      892,900.      MT  (+/- 180 meters Scaled)
 LB1218
 LB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK858982(NAD 83)
 LB1218
 LB1218                          SUPERSEDED SURVEY CONTROL
 LB1218
 LB1218  NGVD 29 (??/??/92)  221.387  (m)          726.33   (f) ADJ UNCH    2 0
 LB1218
 LB1218.Superseded values are not recommended for survey control.
 LB1218
 LB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1218.See file dsdata.pdf to determine how the superseded data were derived.
 LB1218
 LB1218_MARKER: DB = BENCH MARK DISK
 LB1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1218_STAMPING: P 124 1946
 LB1218_MARK LOGO: CGS
 LB1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1218+STABILITY: SURFACE MOTION
 LB1218
 LB1218  HISTORY     - Date     Condition        Report By
 LB1218  HISTORY     - 1946     MONUMENTED       CGS
 LB1218
 LB1218                          STATION DESCRIPTION
 LB1218
 LB1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1218'10.2 MI E FROM FOWLER.
 LB1218'ABOUT 8.25 MILES EAST ALONG STATE HIGHWAY 18 FROM THE COUNTY COURT
 LB1218'HOUSE AT FOWLER, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD
 LB1218'LEADING NORTH TO GILBOA TOWNSHIP SCHOOL, AT THE JUNCTION WITH
 LB1218'A ROAD LEADING EAST ACROSS A STEEL BRIDGE OVER BIG PINE CREEK,
 LB1218'ON THE WEST SIDE OF THE JUNCTION, 232 FEET WEST OF THE WEST
 LB1218'END OF THE BRIDGE, 21 FEET WEST OF THE CENTER LINE OF THE
 LB1218'NORTH-SOUTH ROAD AND ABOUT IN LINE WITH THE EXTENDED CENTER
 LB1218'LINE OF THE ROAD LEADING EAST, 4.5 FEET NORTH OF A T FENCE
 LB1218'CORNER, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 1 1/2
 LB1218'FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 19 FEET NORTH
 LB1218'OF THE NORTH END OF THE WEST HEADWALL OF A 24-INCH CONCRETE PIPE
 LB1218'CULVERT UNDER THE NORTH-SOUTH ROAD, AND ABOUT 2 FEET ABOVE THE
 LB1218'CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED P 124 1946
 LB1218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1218'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1182 ***********************************************************************
 LB1182  DESIGNATION -  P 125
 LB1182  PID         -  LB1182
 LB1182  STATE/COUNTY-  IN/WHITE
 LB1182  COUNTRY     -  US
 LB1182  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1182
 LB1182                         *CURRENT SURVEY CONTROL
 LB1182  ______________________________________________________________________
 LB1182* NAD 83(1986) POSITION- 40 42 03.     (N) 086 52 18.     (W)   SCALED
 LB1182* NAVD 88 ORTHO HEIGHT -   209.600 (meters)      687.66  (feet) ADJUSTED
 LB1182  ______________________________________________________________________
 LB1182  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 LB1182  DYNAMIC HEIGHT  -        209.502 (meters)      687.34  (feet) COMP
 LB1182  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 LB1182
 LB1182  VERT ORDER      -  SECOND    CLASS 0
 LB1182
 LB1182.The horizontal coordinates were scaled from a map and have
 LB1182.an estimated accuracy of +/- 6 seconds.
 LB1182
 LB1182.The orthometric height was determined by differential leveling and
 LB1182.adjusted by the NATIONAL GEODETIC SURVEY
 LB1182.in June 1991.
 LB1182
 LB1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1182.GEOID18 height accuracy estimate available here.
 LB1182
 LB1182.Click photographs - Photos may exist for this station.
 LB1182
 LB1182.The dynamic height is computed by dividing the NAVD 88
 LB1182.geopotential number by the normal gravity value computed on the
 LB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1182.degrees latitude (g = 980.6199 gals.).
 LB1182
 LB1182.The modeled gravity was interpolated from observed gravity values.
 LB1182
 LB1182;                    North         East    Units  Estimated Accuracy
 LB1182;SPC IN W     -   605,360.      917,890.      MT  (+/- 180 meters Scaled)
 LB1182
 LB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL108055(NAD 83)
 LB1182
 LB1182                          SUPERSEDED SURVEY CONTROL
 LB1182
 LB1182  NGVD 29 (??/??/92)  209.695  (m)          687.97   (f) ADJ UNCH    2 0
 LB1182
 LB1182.Superseded values are not recommended for survey control.
 LB1182
 LB1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1182.See file dsdata.pdf to determine how the superseded data were derived.
 LB1182
 LB1182_MARKER: DB = BENCH MARK DISK
 LB1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1182_SP_SET: BRIDGE WINGWALL
 LB1182_STAMPING: P 125 1946
 LB1182_MARK LOGO: CGS
 LB1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1182
 LB1182  HISTORY     - Date     Condition        Report By
 LB1182  HISTORY     - 1946     MONUMENTED       CGS
 LB1182  HISTORY     - 20080220 MARK NOT FOUND   ACCU
 LB1182
 LB1182                          STATION DESCRIPTION
 LB1182
 LB1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1182'1.2 MI S FROM SMITHSON.
 LB1182'1.15 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1182'RAILWAY AND STATE HIGHWAY 43 FROM THE GRAIN ELEVATOR AT SMITHSON,
 LB1182'IN THE TOP OF THE SOUTHWEST WINGWALL OF A 72-FOOT SINGLE-SPAN
 LB1182'STEEL TRUSS BRIDGE OPPOSITE RAILWAY BRIDGE 99.3, 13 FEET WEST
 LB1182'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FOOT SOUTH OF THE SOUTH
 LB1182'END OF THE STEEL GUARD RAILING, AND 0.5 FOOT ABOVE THE BRIDGE
 LB1182'FLOOR.  A STANDARD DISK, STAMPED P 125 1946.
 LB1182
 LB1182                          STATION RECOVERY (2008)
 LB1182
 LB1182'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1062 ***********************************************************************
 LB1062  DESIGNATION -  P 126
 LB1062  PID         -  LB1062
 LB1062  STATE/COUNTY-  IN/WHITE
 LB1062  COUNTRY     -  US
 LB1062  USGS QUAD   -  BUFFALO (2019)
 LB1062
 LB1062                         *CURRENT SURVEY CONTROL
 LB1062  ______________________________________________________________________
 LB1062* NAD 83(1997) POSITION- 40 52 59.33044(N) 086 39 29.41866(W)   ADJUSTED
 LB1062* NAVD 88 ORTHO HEIGHT -   211.299 (meters)      693.24  (feet) ADJUSTED
 LB1062  ______________________________________________________________________
 LB1062  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 LB1062  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 LB1062  DYNAMIC HEIGHT  -        211.205 (meters)      692.93  (feet) COMP
 LB1062  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 LB1062
 LB1062  HORZ ORDER      -  SECOND
 LB1062  VERT ORDER      -  SECOND    CLASS 0
 LB1062
 LB1062.The horizontal coordinates were established by classical geodetic methods
 LB1062.and adjusted by the National Geodetic Survey in May 1999.
 LB1062
 LB1062.The orthometric height was determined by differential leveling and
 LB1062.adjusted by the NATIONAL GEODETIC SURVEY
 LB1062.in June 1991.
 LB1062
 LB1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1062.GEOID18 height accuracy estimate available here.
 LB1062
 LB1062.Click photographs - Photos may exist for this station.
 LB1062
 LB1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1062
 LB1062.The dynamic height is computed by dividing the NAVD 88
 LB1062.geopotential number by the normal gravity value computed on the
 LB1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1062.degrees latitude (g = 980.6199 gals.).
 LB1062
 LB1062.The modeled gravity was interpolated from observed gravity values.
 LB1062
 LB1062. The following values were computed from the NAD 83(1997) position.
 LB1062
 LB1062;                    North         East     Units Scale Factor Converg.
 LB1062;SPC IN W     -   625,668.835   935,832.994   MT  0.99998246   +0 16 41.8
 LB1062;SPC IN W     - 2,052,715.17  3,070,312.08   sFT  0.99998246   +0 16 41.8
 LB1062;UTM  16      - 4,525,841.669   528,799.008   MT  0.99961021   +0 13 25.4
 LB1062
 LB1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1062!SPC IN W     -   0.99997215  x   0.99998246  =   0.99995461
 LB1062!UTM  16      -   0.99997215  x   0.99961021  =   0.99958237
 LB1062
 LB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2879925841(NAD 83)
 LB1062
 LB1062                          SUPERSEDED SURVEY CONTROL
 LB1062
 LB1062  NAD 83(1986)-  40 52 59.33612(N)    086 39 29.42831(W) AD(       ) 2
 LB1062  NAD 27      -  40 52 59.18630(N)    086 39 29.39490(W) AD(       ) 2
 LB1062  NGVD 29 (??/??/92)  211.405  (m)          693.58   (f) ADJ UNCH    2 0
 LB1062  NGVD 29             211.41   (m)          693.6    (f) LEVELING    3  
 LB1062
 LB1062.Superseded values are not recommended for survey control.
 LB1062
 LB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1062.See file dsdata.pdf to determine how the superseded data were derived.
 LB1062
 LB1062_MARKER: DB = BENCH MARK DISK
 LB1062_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1062_STAMPING: P 126 1946
 LB1062_MARK LOGO: CGS
 LB1062_PROJECTION: FLUSH
 LB1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1062+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 LB1062
 LB1062  HISTORY     - Date     Condition        Report By
 LB1062  HISTORY     - 1946     MONUMENTED       CGS
 LB1062  HISTORY     - 1947     GOOD             CGS
 LB1062  HISTORY     - 1978     GOOD             NGS
 LB1062  HISTORY     - 20150806 GOOD             INDOT
 LB1062
 LB1062                          STATION DESCRIPTION
 LB1062
 LB1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1062'4.8 MI E FROM BUFFALO.
 LB1062'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1062'BUILDING AT BUFFALO, AT THE JUNCTION WITH STATE HIGHWAY 119,
 LB1062'IN THE SOUTHEAST QUARTER OF THE CROSS ROADS, 41 FEET SOUTH OF THE
 LB1062'CENTER LINE OF A GRAVEL ROAD LEADING EAST FROM THE JUNCTION,
 LB1062'51 FEET EAST OF THE CENTER LINE OF HIGHWAY 16, 24 FEET SOUTHWEST
 LB1062'OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT 1
 LB1062'FOOT ABOVE HIGHWAY LEVEL, AND SET IN THE TOP OF A CONCRETE POST
 LB1062'PROJECTING ABOUT 6 INCHES.
 LB1062
 LB1062                          STATION RECOVERY (1947)
 LB1062
 LB1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB1062'THIS IS A TRAVERSE STATION.
 LB1062'
 LB1062'STATION IS LOCATED 9.3 MILE WEST OF ROYAL CENTER, 224 FEET SOUTHEAST
 LB1062'OF THE INTERSECTION OF STATE HIGHWAYS NO. 16 AND 119.  IT IS 25 FEET
 LB1062'SOUTH OF THE CENTER OF A GRAVEL ROAD, 25 FEET EAST OF THE CENTER OF
 LB1062'HIGHWAY NO. 16 AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS A 6X6
 LB1062'INCH CONCRETE POST FLUSH WITH THE GROUND WITH A STANDARD USC AND GS
 LB1062'BM DISK STAMPED P 126 1946.  A TRAVERSE CONNECTION WAS MADE TO
 LB1062'TRIANGULATION STATION HEADLEE AND THE DISTANCE WAS FOUND TO
 LB1062'BE 255.95 FEET (78.013 METERS).
 LB1062
 LB1062                          STATION RECOVERY (1978)
 LB1062
 LB1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB1062'MARK RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 LB1062'
 LB1062'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES WEST.
 LB1062
 LB1062                          STATION RECOVERY (2015)
 LB1062
 LB1062'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1118 ***********************************************************************
 LB1118  DESIGNATION -  P 127
 LB1118  PID         -  LB1118
 LB1118  STATE/COUNTY-  IN/WHITE
 LB1118  COUNTRY     -  US
 LB1118  USGS QUAD   -  IDAVILLE (2019)
 LB1118
 LB1118                         *CURRENT SURVEY CONTROL
 LB1118  ______________________________________________________________________
 LB1118* NAD 83(1986) POSITION- 40 45 59.     (N) 086 44 45.     (W)   SCALED
 LB1118* NAVD 88 ORTHO HEIGHT -   207.933 (meters)      682.19  (feet) ADJUSTED
 LB1118  ______________________________________________________________________
 LB1118  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 LB1118  DYNAMIC HEIGHT  -        207.837 (meters)      681.88  (feet) COMP
 LB1118  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 LB1118
 LB1118  VERT ORDER      -  SECOND    CLASS 0
 LB1118
 LB1118.The horizontal coordinates were scaled from a map and have
 LB1118.an estimated accuracy of +/- 6 seconds.
 LB1118
 LB1118.The orthometric height was determined by differential leveling and
 LB1118.adjusted by the NATIONAL GEODETIC SURVEY
 LB1118.in June 1991.
 LB1118
 LB1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1118.GEOID18 height accuracy estimate available here.
 LB1118
 LB1118.Click photographs - Photos may exist for this station.
 LB1118
 LB1118.The dynamic height is computed by dividing the NAVD 88
 LB1118.geopotential number by the normal gravity value computed on the
 LB1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1118.degrees latitude (g = 980.6199 gals.).
 LB1118
 LB1118.The modeled gravity was interpolated from observed gravity values.
 LB1118
 LB1118;                    North         East    Units  Estimated Accuracy
 LB1118;SPC IN W     -   612,670.      928,500.      MT  (+/- 180 meters Scaled)
 LB1118
 LB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214128(NAD 83)
 LB1118
 LB1118                          SUPERSEDED SURVEY CONTROL
 LB1118
 LB1118  NGVD 29 (??/??/92)  208.044  (m)          682.56   (f) ADJ UNCH    2 0
 LB1118
 LB1118.Superseded values are not recommended for survey control.
 LB1118
 LB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1118.See file dsdata.pdf to determine how the superseded data were derived.
 LB1118
 LB1118_MARKER: DB = BENCH MARK DISK
 LB1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1118_STAMPING: P 127 1946
 LB1118_MARK LOGO: CGS
 LB1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1118+STABILITY: SURFACE MOTION
 LB1118
 LB1118  HISTORY     - Date     Condition        Report By
 LB1118  HISTORY     - 1946     MONUMENTED       CGS
 LB1118
 LB1118                          STATION DESCRIPTION
 LB1118
 LB1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1118'2 MI N FROM MONTICELLO.
 LB1118'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1118'COURT HOUSE AT MONTICELLO, 1.0 MILE NORTH OF THE JUNCTION WITH
 LB1118'U.S. HIGHWAY 24, 126 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 LB1118'ROAD LEADING WEST FROM THE HIGHWAY, 38 FEET WEST OF THE CENTER
 LB1118'LINE OF THE HIGHWAY, 3 FEET NORTH OF POWER LINE POLE 711-038, 2
 LB1118'FEET EAST OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LB1118'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1146 ***********************************************************************
 LB1146  DESIGNATION -  P 129
 LB1146  PID         -  LB1146
 LB1146  STATE/COUNTY-  IN/PULASKI
 LB1146  COUNTRY     -  US
 LB1146  USGS QUAD   -  BUFFALO (2019)
 LB1146
 LB1146                         *CURRENT SURVEY CONTROL
 LB1146  ______________________________________________________________________
 LB1146* NAD 83(1986) POSITION- 40 58 39.     (N) 086 44 48.     (W)   SCALED
 LB1146* NAVD 88 ORTHO HEIGHT -   211.517 (meters)      693.95  (feet) ADJUSTED
 LB1146  ______________________________________________________________________
 LB1146  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 LB1146  DYNAMIC HEIGHT  -        211.425 (meters)      693.65  (feet) COMP
 LB1146  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 LB1146
 LB1146  VERT ORDER      -  SECOND    CLASS 0
 LB1146
 LB1146.The horizontal coordinates were scaled from a map and have
 LB1146.an estimated accuracy of +/- 6 seconds.
 LB1146
 LB1146.The orthometric height was determined by differential leveling and
 LB1146.adjusted by the NATIONAL GEODETIC SURVEY
 LB1146.in June 1991.
 LB1146
 LB1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1146.GEOID18 height accuracy estimate available here.
 LB1146
 LB1146.Click photographs - Photos may exist for this station.
 LB1146
 LB1146.The dynamic height is computed by dividing the NAVD 88
 LB1146.geopotential number by the normal gravity value computed on the
 LB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1146.degrees latitude (g = 980.6199 gals.).
 LB1146
 LB1146.The modeled gravity was interpolated from observed gravity values.
 LB1146
 LB1146;                    North         East    Units  Estimated Accuracy
 LB1146;SPC IN W     -   636,110.      928,330.      MT  (+/- 180 meters Scaled)
 LB1146
 LB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL213362(NAD 83)
 LB1146
 LB1146                          SUPERSEDED SURVEY CONTROL
 LB1146
 LB1146  NGVD 29 (??/??/92)  211.618  (m)          694.28   (f) ADJ UNCH    2 0
 LB1146
 LB1146.Superseded values are not recommended for survey control.
 LB1146
 LB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1146.See file dsdata.pdf to determine how the superseded data were derived.
 LB1146
 LB1146_MARKER: DB = BENCH MARK DISK
 LB1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1146_STAMPING: P 129 1946
 LB1146_MARK LOGO: CGS
 LB1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1146+STABILITY: SURFACE MOTION
 LB1146
 LB1146  HISTORY     - Date     Condition        Report By
 LB1146  HISTORY     - 1946     MONUMENTED       CGS
 LB1146
 LB1146                          STATION DESCRIPTION
 LB1146
 LB1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1146'4.6 MI W FROM PULASKI.
 LB1146'ABOUT 4.65 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL AT
 LB1146'PULASKI, ABOUT 0.5 MILE EAST OF A CROSS ROAD, AT A T FENCE CORNER
 LB1146'ON THE SOUTH SIDE OF THE ROAD, ABOUT 0.4 MILE EAST OF A BRIDGE
 LB1146'OVER SWINGLE DITCH, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LB1146'24.5 FEET SOUTH OF A T FENCE CORNER AND THE EAST POST OF A GATE
 LB1146'IN THE SOUTH RIGHT-OF-WAY FENCE LINE, 11 FEET SOUTH OF THE
 LB1146'SOUTH GATE POST OF A GATE IN THE NORTH-SOUTH FENCE LINE, 1 FOOT
 LB1146'WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LB1146'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0295 ***********************************************************************
 KA0295  DESIGNATION -  P 13
 KA0295  PID         -  KA0295
 KA0295  STATE/COUNTY-  IN/MORGAN
 KA0295  COUNTRY     -  US
 KA0295  USGS QUAD   -  MARTINSVILLE (2019)
 KA0295
 KA0295                         *CURRENT SURVEY CONTROL
 KA0295  ______________________________________________________________________
 KA0295* NAD 83(1986) POSITION- 39 25 30.     (N) 086 27 49.     (W)   SCALED
 KA0295* NAVD 88 ORTHO HEIGHT -   182.703 (meters)      599.42  (feet) ADJUSTED
 KA0295  ______________________________________________________________________
 KA0295  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 KA0295  DYNAMIC HEIGHT  -        182.598 (meters)      599.07  (feet) COMP
 KA0295  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 KA0295
 KA0295  VERT ORDER      -  FIRST     CLASS II
 KA0295
 KA0295.The horizontal coordinates were scaled from a map and have
 KA0295.an estimated accuracy of +/- 6 seconds.
 KA0295
 KA0295.The orthometric height was determined by differential leveling and
 KA0295.adjusted by the NATIONAL GEODETIC SURVEY
 KA0295.in June 1991.
 KA0295
 KA0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0295.GEOID18 height accuracy estimate available here.
 KA0295
 KA0295.Click photographs - Photos may exist for this station.
 KA0295
 KA0295.The dynamic height is computed by dividing the NAVD 88
 KA0295.geopotential number by the normal gravity value computed on the
 KA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0295.degrees latitude (g = 980.6199 gals.).
 KA0295
 KA0295.The modeled gravity was interpolated from observed gravity values.
 KA0295
 KA0295;                    North         East    Units  Estimated Accuracy
 KA0295;SPC IN W     -   463,860.      953,360.      MT  (+/- 180 meters Scaled)
 KA0295
 KA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ461640(NAD 83)
 KA0295
 KA0295                          SUPERSEDED SURVEY CONTROL
 KA0295
 KA0295  NGVD 29 (??/??/92)  182.829  (m)          599.83   (f) ADJ UNCH    1 2
 KA0295
 KA0295.Superseded values are not recommended for survey control.
 KA0295
 KA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0295.See file dsdata.pdf to determine how the superseded data were derived.
 KA0295
 KA0295_MARKER: DB = BENCH MARK DISK
 KA0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0295_SP_SET: BRIDGE
 KA0295_STAMPING: 599.831 P 13 1930
 KA0295_MARK LOGO: CGS
 KA0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0295
 KA0295  HISTORY     - Date     Condition        Report By
 KA0295  HISTORY     - 1930     MONUMENTED       CGS
 KA0295  HISTORY     - 1946     GOOD             CGS
 KA0295
 KA0295                          STATION DESCRIPTION
 KA0295
 KA0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0295'2.1 MI W FROM MARTINSVILLE.
 KA0295'2.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0295'AT MARTINSVILLE, MORGAN COUNTY, AT THE STEEL BRIDGE OVER WHITE
 KA0295'RIVER, IN THE TOP OF THE NORTH END OF THE WEST MASONRY ABUTMENT,
 KA0295'8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 KA0295'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 599.831 P 13
 KA0295'1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0721 ***********************************************************************
 ME0721  DESIGNATION -  P 130
 ME0721  PID         -  ME0721
 ME0721  STATE/COUNTY-  IN/PULASKI
 ME0721  COUNTRY     -  US
 ME0721  USGS QUAD   -  WINAMAC (2019)
 ME0721
 ME0721                         *CURRENT SURVEY CONTROL
 ME0721  ______________________________________________________________________
 ME0721* NAD 83(1986) POSITION- 41 05 03.     (N) 086 37 22.     (W)   SCALED
 ME0721* NAVD 88 ORTHO HEIGHT -   213.744 (meters)      701.26  (feet) ADJUSTED
 ME0721  ______________________________________________________________________
 ME0721  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 ME0721  DYNAMIC HEIGHT  -        213.653 (meters)      700.96  (feet) COMP
 ME0721  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 ME0721
 ME0721  VERT ORDER      -  SECOND    CLASS 0
 ME0721
 ME0721.The horizontal coordinates were scaled from a map and have
 ME0721.an estimated accuracy of +/- 6 seconds.
 ME0721
 ME0721.The orthometric height was determined by differential leveling and
 ME0721.adjusted by the NATIONAL GEODETIC SURVEY
 ME0721.in June 1991.
 ME0721
 ME0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0721.GEOID18 height accuracy estimate available here.
 ME0721
 ME0721.Click photographs - Photos may exist for this station.
 ME0721
 ME0721.The dynamic height is computed by dividing the NAVD 88
 ME0721.geopotential number by the normal gravity value computed on the
 ME0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0721.degrees latitude (g = 980.6199 gals.).
 ME0721
 ME0721.The modeled gravity was interpolated from observed gravity values.
 ME0721
 ME0721;                    North         East    Units  Estimated Accuracy
 ME0721;SPC IN W     -   648,010.      938,700.      MT  (+/- 180 meters Scaled)
 ME0721
 ME0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL316481(NAD 83)
 ME0721
 ME0721                          SUPERSEDED SURVEY CONTROL
 ME0721
 ME0721  NGVD 29 (??/??/92)  213.860  (m)          701.64   (f) ADJ UNCH    2 0
 ME0721
 ME0721.Superseded values are not recommended for survey control.
 ME0721
 ME0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0721.See file dsdata.pdf to determine how the superseded data were derived.
 ME0721
 ME0721_MARKER: DB = BENCH MARK DISK
 ME0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0721_STAMPING: P 130 1946
 ME0721_MARK LOGO: CGS
 ME0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0721+STABILITY: SURFACE MOTION
 ME0721
 ME0721  HISTORY     - Date     Condition        Report By
 ME0721  HISTORY     - 1946     MONUMENTED       CGS
 ME0721  HISTORY     - 1969     GOOD             CGS
 ME0721  HISTORY     - 1989     POOR             USPSQD
 ME0721
 ME0721                          STATION DESCRIPTION
 ME0721
 ME0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0721'3.4 MI NW FROM WINAMAC.
 ME0721'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE
 ME0721'IN WINAMAC, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AT AN
 ME0721'OFFSET NORTH-SOUTH SECTION LINE ROAD INTERSECTION, 240 FEET WEST
 ME0721'OF THE CENTER LINE OF THE NORTH TANGENT OF THE NORTH-SOUTH ROAD,
 ME0721'44 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19 FEET
 ME0721'WEST OF THE CENTER LINE OF THE SOUTH TANGENT OF THE NORTH-SOUTH
 ME0721'ROAD, 24 FEET SOUTH OF A FENCE CORNER, 25 FEET NORTH OF A
 ME0721'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 ME0721'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME0721'PROJECTING ABOUT 6 INCHES.
 ME0721
 ME0721                          STATION RECOVERY (1969)
 ME0721
 ME0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0721'RECOVERED IN GOOD CONDITION.
 ME0721
 ME0721                          STATION RECOVERY (1989)
 ME0721
 ME0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (MDF)
 ME0721'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0051 ***********************************************************************
 LB0051  DESIGNATION -  P 131
 LB0051  PID         -  LB0051
 LB0051  STATE/COUNTY-  IN/CASS
 LB0051  COUNTRY     -  US
 LB0051  USGS QUAD   -  LOGANSPORT (2019)
 LB0051
 LB0051                         *CURRENT SURVEY CONTROL
 LB0051  ______________________________________________________________________
 LB0051* NAD 83(1986) POSITION- 40 48 24.     (N) 086 21 52.     (W)   SCALED
 LB0051* NAVD 88 ORTHO HEIGHT -   225.759 (meters)      740.68  (feet) ADJUSTED
 LB0051  ______________________________________________________________________
 LB0051  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB0051  DYNAMIC HEIGHT  -        225.654 (meters)      740.33  (feet) COMP
 LB0051  MODELED GRAVITY -    980,150.4   (mgal)                       NAVD 88
 LB0051
 LB0051  VERT ORDER      -  SECOND    CLASS 0
 LB0051
 LB0051.The horizontal coordinates were scaled from a map and have
 LB0051.an estimated accuracy of +/- 6 seconds.
 LB0051
 LB0051.The orthometric height was determined by differential leveling and
 LB0051.adjusted by the NATIONAL GEODETIC SURVEY
 LB0051.in June 1991.
 LB0051
 LB0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0051.GEOID18 height accuracy estimate available here.
 LB0051
 LB0051.Click photographs - Photos may exist for this station.
 LB0051
 LB0051.The dynamic height is computed by dividing the NAVD 88
 LB0051.geopotential number by the normal gravity value computed on the
 LB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0051.degrees latitude (g = 980.6199 gals.).
 LB0051
 LB0051.The modeled gravity was interpolated from observed gravity values.
 LB0051
 LB0051;                    North         East    Units  Estimated Accuracy
 LB0051;SPC IN E     -   617,320.       41,120.      MT  (+/- 180 meters Scaled)
 LB0051
 LB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL536174(NAD 83)
 LB0051
 LB0051                          SUPERSEDED SURVEY CONTROL
 LB0051
 LB0051  NGVD 29 (??/??/92)  225.869  (m)          741.04   (f) ADJ UNCH    2 0
 LB0051
 LB0051.Superseded values are not recommended for survey control.
 LB0051
 LB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0051.See file dsdata.pdf to determine how the superseded data were derived.
 LB0051
 LB0051_MARKER: DB = BENCH MARK DISK
 LB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0051_STAMPING: P 131 1946
 LB0051_MARK LOGO: CGS
 LB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0051+STABILITY: SURFACE MOTION
 LB0051
 LB0051  HISTORY     - Date     Condition        Report By
 LB0051  HISTORY     - 1946     MONUMENTED       CGS
 LB0051  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0051
 LB0051                          STATION DESCRIPTION
 LB0051
 LB0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0051'4.8 MI S FROM LUCERNE.
 LB0051'4.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0051'AT LUCERNE, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 36 FEET WEST
 LB0051'OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF THE SOUTHWEST
 LB0051'RAIL OF THE TRACK, 32 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 LB0051'22.5 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 LB0051'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 LB0051'LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 LB0051'PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS 5.2 MILES NORTH
 LB0051'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT LOGANAPORT.
 LB0051
 LB0051                          STATION RECOVERY (2017)
 LB0051
 LB0051'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0051'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0641 ***********************************************************************
 ME0641  DESIGNATION -  P 132
 ME0641  PID         -  ME0641
 ME0641  STATE/COUNTY-  IN/STARKE
 ME0641  COUNTRY     -  US
 ME0641  USGS QUAD   -  DENHAM (2019)
 ME0641
 ME0641                         *CURRENT SURVEY CONTROL
 ME0641  ______________________________________________________________________
 ME0641* NAD 83(1986) POSITION- 41 12 54.     (N) 086 41 54.     (W)   SCALED
 ME0641* NAVD 88 ORTHO HEIGHT -   216.512 (meters)      710.34  (feet) ADJUSTED
 ME0641  ______________________________________________________________________
 ME0641  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0641  DYNAMIC HEIGHT  -        216.420 (meters)      710.04  (feet) COMP
 ME0641  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 ME0641
 ME0641  VERT ORDER      -  SECOND    CLASS 0
 ME0641
 ME0641.The horizontal coordinates were scaled from a map and have
 ME0641.an estimated accuracy of +/- 6 seconds.
 ME0641
 ME0641.The orthometric height was determined by differential leveling and
 ME0641.adjusted by the NATIONAL GEODETIC SURVEY
 ME0641.in June 1991.
 ME0641
 ME0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0641.GEOID18 height accuracy estimate available here.
 ME0641
 ME0641.Click photographs - Photos may exist for this station.
 ME0641
 ME0641.The dynamic height is computed by dividing the NAVD 88
 ME0641.geopotential number by the normal gravity value computed on the
 ME0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0641.degrees latitude (g = 980.6199 gals.).
 ME0641
 ME0641.The modeled gravity was interpolated from observed gravity values.
 ME0641
 ME0641;                    North         East    Units  Estimated Accuracy
 ME0641;SPC IN W     -   662,510.      932,290.      MT  (+/- 180 meters Scaled)
 ME0641
 ME0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252626(NAD 83)
 ME0641
 ME0641                          SUPERSEDED SURVEY CONTROL
 ME0641
 ME0641  NGVD 29 (??/??/92)  216.61   (m)          710.7    (f) COMPUTED    2 0
 ME0641
 ME0641.Superseded values are not recommended for survey control.
 ME0641
 ME0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0641.See file dsdata.pdf to determine how the superseded data were derived.
 ME0641
 ME0641_MARKER: DB = BENCH MARK DISK
 ME0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0641_STAMPING: P 132 1946
 ME0641_MARK LOGO: CGS
 ME0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0641+STABILITY: SURFACE MOTION
 ME0641
 ME0641  HISTORY     - Date     Condition        Report By
 ME0641  HISTORY     - 1946     MONUMENTED       CGS
 ME0641  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0641  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0641  HISTORY     - 20111221 MARK NOT FOUND   INDOT
 ME0641
 ME0641                          STATION DESCRIPTION
 ME0641
 ME0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0641'4 MI E FROM NORTH JUDSON.
 ME0641'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MASONIC
 ME0641'TEMPLE AT NORTH JUDSON, IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 ME0641'WITH A PAVED NORTH-SOUTH ROAD, 86 FEET WEST OF THE CENTER LINE OF
 ME0641'THE PAVED ROAD, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ME0641'HOUSE, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 ME0641'SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF THE SOUTH
 ME0641'HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND
 ME0641'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0641
 ME0641                          STATION RECOVERY (1969)
 ME0641
 ME0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0641'MARK NOT FOUND.
 ME0641
 ME0641                          STATION RECOVERY (1989)
 ME0641
 ME0641'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 ME0641'MARK NOT FOUND.
 ME0641
 ME0641                          STATION RECOVERY (2011)
 ME0641
 ME0641'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1030 ***********************************************************************
 MD1030  DESIGNATION -  P 134
 MD1030  PID         -  MD1030
 MD1030  STATE/COUNTY-  IN/KOSCIUSKO
 MD1030  COUNTRY     -  US
 MD1030  USGS QUAD   -  SILVER LAKE (2019)
 MD1030
 MD1030                         *CURRENT SURVEY CONTROL
 MD1030  ______________________________________________________________________
 MD1030* NAD 83(1986) POSITION- 41 05 20.     (N) 085 52 54.     (W)   SCALED
 MD1030* NAVD 88 ORTHO HEIGHT -   269.928 (meters)      885.59  (feet) ADJUSTED
 MD1030  ______________________________________________________________________
 MD1030  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 MD1030  DYNAMIC HEIGHT  -        269.809 (meters)      885.20  (feet) COMP
 MD1030  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 MD1030
 MD1030  VERT ORDER      -  FIRST     CLASS II
 MD1030
 MD1030.The horizontal coordinates were scaled from a map and have
 MD1030.an estimated accuracy of +/- 6 seconds.
 MD1030
 MD1030.The orthometric height was determined by differential leveling and
 MD1030.adjusted by the NATIONAL GEODETIC SURVEY
 MD1030.in June 1991.
 MD1030
 MD1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1030.GEOID18 height accuracy estimate available here.
 MD1030
 MD1030.Click photographs - Photos may exist for this station.
 MD1030
 MD1030.The dynamic height is computed by dividing the NAVD 88
 MD1030.geopotential number by the normal gravity value computed on the
 MD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1030.degrees latitude (g = 980.6199 gals.).
 MD1030
 MD1030.The modeled gravity was interpolated from observed gravity values.
 MD1030
 MD1030;                    North         East    Units  Estimated Accuracy
 MD1030;SPC IN E     -   648,450.       81,940.      MT  (+/- 180 meters Scaled)
 MD1030
 MD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939492(NAD 83)
 MD1030
 MD1030                          SUPERSEDED SURVEY CONTROL
 MD1030
 MD1030  NGVD 29 (??/??/92)  270.056  (m)          886.01   (f) ADJ UNCH    1 2
 MD1030
 MD1030.Superseded values are not recommended for survey control.
 MD1030
 MD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1030.See file dsdata.pdf to determine how the superseded data were derived.
 MD1030
 MD1030_MARKER: DB = BENCH MARK DISK
 MD1030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1030_SP_SET: CULVERT HEADWALL
 MD1030_STAMPING: P 134 1946
 MD1030_MARK LOGO: CGS
 MD1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1030+STABILITY: SURFACE MOTION
 MD1030
 MD1030  HISTORY     - Date     Condition        Report By
 MD1030  HISTORY     - 1946     MONUMENTED       CGS
 MD1030
 MD1030                          STATION DESCRIPTION
 MD1030
 MD1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1030'1.1 MI N FROM SILVER LAKE.
 MD1030'1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 MD1030'AT SILVER LAKE, ABOUT 0.4 MILE SOUTH OF A GRAVEL ROAD CROSSING,
 MD1030'0.1 MILE NORTH OF A DIM FARM ROAD CROSSING, AT CULVERT NUMBER 190,
 MD1030'ABOUT 5 1/2 RAILS NORTH OF POLE NUMBER 90/15, SET IN THE TOP OF
 MD1030'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF THE CULVERT, 15
 MD1030'FEET WEST OF THE WEST RAIL OF THE TRACK, 0.9 FOOT SOUTH OF THE
 MD1030'NORTH END OF THE HEADWALL, ABOUT 5 FEET BELOW TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1118 ***********************************************************************
 MD1118  DESIGNATION -  P 135
 MD1118  PID         -  MD1118
 MD1118  STATE/COUNTY-  IN/WABASH
 MD1118  COUNTRY     -  US
 MD1118  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1118
 MD1118                         *CURRENT SURVEY CONTROL
 MD1118  ______________________________________________________________________
 MD1118* NAD 83(1986) POSITION- 41 00 39.     (N) 085 45 50.     (W)   SCALED
 MD1118* NAVD 88 ORTHO HEIGHT -   236.443 (meters)      775.73  (feet) ADJUSTED
 MD1118  ______________________________________________________________________
 MD1118  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 MD1118  DYNAMIC HEIGHT  -        236.335 (meters)      775.38  (feet) COMP
 MD1118  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 MD1118
 MD1118  VERT ORDER      -  SECOND    CLASS 0
 MD1118
 MD1118.The horizontal coordinates were scaled from a map and have
 MD1118.an estimated accuracy of +/- 6 seconds.
 MD1118
 MD1118.The orthometric height was determined by differential leveling and
 MD1118.adjusted by the NATIONAL GEODETIC SURVEY
 MD1118.in June 1991.
 MD1118
 MD1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1118.GEOID18 height accuracy estimate available here.
 MD1118
 MD1118.Click photographs - Photos may exist for this station.
 MD1118
 MD1118.The dynamic height is computed by dividing the NAVD 88
 MD1118.geopotential number by the normal gravity value computed on the
 MD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1118.degrees latitude (g = 980.6199 gals.).
 MD1118
 MD1118.The modeled gravity was interpolated from observed gravity values.
 MD1118
 MD1118;                    North         East    Units  Estimated Accuracy
 MD1118;SPC IN E     -   639,770.       91,820.      MT  (+/- 180 meters Scaled)
 MD1118
 MD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL039406(NAD 83)
 MD1118
 MD1118                          SUPERSEDED SURVEY CONTROL
 MD1118
 MD1118  NGVD 29 (??/??/92)  236.568  (m)          776.14   (f) ADJ UNCH    2 0
 MD1118
 MD1118.Superseded values are not recommended for survey control.
 MD1118
 MD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1118.See file dsdata.pdf to determine how the superseded data were derived.
 MD1118
 MD1118_MARKER: DB = BENCH MARK DISK
 MD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1118_STAMPING: P 135 1946
 MD1118_MARK LOGO: CGS
 MD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1118+STABILITY: SURFACE MOTION
 MD1118
 MD1118  HISTORY     - Date     Condition        Report By
 MD1118  HISTORY     - 1946     MONUMENTED       CGS
 MD1118  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1118
 MD1118                          STATION DESCRIPTION
 MD1118
 MD1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1118'1 MI N FROM NORTH MANCHESTER.
 MD1118'0.95 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1118'NORTH MANCHESTER, IN THE NORTHEAST PART OF TOWN, AT THE CROSSING
 MD1118'OF THE PENNSYLVANIA RAILROAD, IN THE SOUTHEAST QUARTER OF THE
 MD1118'CROSSING, 52 FEET EAST AND ACROSS THE TRACK FROM THE CENTER
 MD1118'LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER LINE OF A
 MD1118'PAVED STREET LEADING NORTHEAST ALONG THE SOUTHEAST SIDE OF THE
 MD1118'TRACK, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 MD1118'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD1118'PROJECTING ABOUT 6 INCHES.
 MD1118
 MD1118                          STATION RECOVERY (1990)
 MD1118
 MD1118'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEW)
 MD1118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1168 ***********************************************************************
 ME1168  DESIGNATION -  P 136
 ME1168  PID         -  ME1168
 ME1168  STATE/COUNTY-  IN/LAKE
 ME1168  COUNTRY     -  US
 ME1168  USGS QUAD   -  LEROY (2019)
 ME1168
 ME1168                         *CURRENT SURVEY CONTROL
 ME1168  ______________________________________________________________________
 ME1168* NAD 83(1986) POSITION- 41 19 07.     (N) 087 21 16.     (W)   SCALED
 ME1168* NAVD 88 ORTHO HEIGHT -   220.445 (meters)      723.24  (feet) ADJUSTED
 ME1168  ______________________________________________________________________
 ME1168  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME1168  DYNAMIC HEIGHT  -        220.353 (meters)      722.94  (feet) COMP
 ME1168  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 ME1168
 ME1168  VERT ORDER      -  SECOND    CLASS 0
 ME1168
 ME1168.The horizontal coordinates were scaled from a map and have
 ME1168.an estimated accuracy of +/- 6 seconds.
 ME1168
 ME1168.The orthometric height was determined by differential leveling and
 ME1168.adjusted by the NATIONAL GEODETIC SURVEY
 ME1168.in June 1991.
 ME1168
 ME1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1168.GEOID18 height accuracy estimate available here.
 ME1168
 ME1168.Click photographs - Photos may exist for this station.
 ME1168
 ME1168.The dynamic height is computed by dividing the NAVD 88
 ME1168.geopotential number by the normal gravity value computed on the
 ME1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1168.degrees latitude (g = 980.6199 gals.).
 ME1168
 ME1168.The modeled gravity was interpolated from observed gravity values.
 ME1168
 ME1168;                    North         East    Units  Estimated Accuracy
 ME1168;SPC IN W     -   673,980.      877,300.      MT  (+/- 180 meters Scaled)
 ME1168
 ME1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703741(NAD 83)
 ME1168
 ME1168                          SUPERSEDED SURVEY CONTROL
 ME1168
 ME1168  NGVD 29 (??/??/92)  220.531  (m)          723.53   (f) ADJ UNCH    2 0
 ME1168
 ME1168.Superseded values are not recommended for survey control.
 ME1168
 ME1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1168.See file dsdata.pdf to determine how the superseded data were derived.
 ME1168
 ME1168_MARKER: DB = BENCH MARK DISK
 ME1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1168_STAMPING: P 136 1946
 ME1168_MARK LOGO: CGS
 ME1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1168+STABILITY: SURFACE MOTION
 ME1168
 ME1168  HISTORY     - Date     Condition        Report By
 ME1168  HISTORY     - 1946     MONUMENTED       CGS
 ME1168  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 ME1168
 ME1168                          STATION DESCRIPTION
 ME1168
 ME1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1168'2 MI N FROM ORCHARD GROVE.
 ME1168'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1168'WITH STATE HIGHWAY 2 AT ORCHARD GROVE, ABOUT 0.5 MILE NORTH OF
 ME1168'AN EAST-WEST CROSS ROAD, 178 FEET SOUTH OF A CONCRETE FEED SILO,
 ME1168'41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTHEAST
 ME1168'OF POWER POLE 362/316, 4.5 FEET NORTH OF A CORNER FENCE POST,
 ME1168'1 FOOT BELOW THE HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 ME1168'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1168
 ME1168                          STATION RECOVERY (1961)
 ME1168
 ME1168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 ME1168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1102 ***********************************************************************
 ME1102  DESIGNATION -  P 137
 ME1102  PID         -  ME1102
 ME1102  STATE/COUNTY-  IN/LAKE
 ME1102  COUNTRY     -  US
 ME1102  USGS QUAD   -  CROWN POINT (2019)
 ME1102
 ME1102                         *CURRENT SURVEY CONTROL
 ME1102  ______________________________________________________________________
 ME1102* NAD 83(1986) POSITION- 41 28 14.     (N) 087 15 28.     (W)   SCALED
 ME1102* NAVD 88 ORTHO HEIGHT -   209.800 (meters)      688.32  (feet) ADJUSTED
 ME1102  ______________________________________________________________________
 ME1102  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 ME1102  DYNAMIC HEIGHT  -        209.717 (meters)      688.05  (feet) COMP
 ME1102  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 ME1102
 ME1102  VERT ORDER      -  SECOND    CLASS 0
 ME1102
 ME1102.The horizontal coordinates were scaled from a map and have
 ME1102.an estimated accuracy of +/- 6 seconds.
 ME1102
 ME1102.The orthometric height was determined by differential leveling and
 ME1102.adjusted by the NATIONAL GEODETIC SURVEY
 ME1102.in June 1991.
 ME1102
 ME1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1102.GEOID18 height accuracy estimate available here.
 ME1102
 ME1102.Click photographs - Photos may exist for this station.
 ME1102
 ME1102.The dynamic height is computed by dividing the NAVD 88
 ME1102.geopotential number by the normal gravity value computed on the
 ME1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1102.degrees latitude (g = 980.6199 gals.).
 ME1102
 ME1102.The modeled gravity was interpolated from observed gravity values.
 ME1102
 ME1102;                    North         East    Units  Estimated Accuracy
 ME1102;SPC IN W     -   690,830.      885,430.      MT  (+/- 180 meters Scaled)
 ME1102
 ME1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL784910(NAD 83)
 ME1102
 ME1102                          SUPERSEDED SURVEY CONTROL
 ME1102
 ME1102  NGVD 29 (??/??/92)  209.891  (m)          688.62   (f) ADJ UNCH    2 0
 ME1102
 ME1102.Superseded values are not recommended for survey control.
 ME1102
 ME1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1102.See file dsdata.pdf to determine how the superseded data were derived.
 ME1102
 ME1102_MARKER: DB = BENCH MARK DISK
 ME1102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1102_SP_SET: CULVERT HEADWALL
 ME1102_STAMPING: P 137 1946
 ME1102_MARK LOGO: CGS
 ME1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1102+STABILITY: SURFACE MOTION
 ME1102
 ME1102  HISTORY     - Date     Condition        Report By
 ME1102  HISTORY     - 1946     MONUMENTED       CGS
 ME1102  HISTORY     - 1972     GOOD             BRADY
 ME1102  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 ME1102  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1102
 ME1102                          STATION DESCRIPTION
 ME1102
 ME1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1102'0.7 MI S FROM AINSWORTH.
 ME1102'ABOUT 0.7 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSS ROAD AT
 ME1102'AINSWORTH, AT THE INTERSECTION OF U.S. HIGHWAY 30, SET IN THE TOP
 ME1102'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 3 FOOT
 ME1102'CONCRETE CULVERT UNDER HIGHWAY 30, 69 FEET EAST OF THE CENTER
 ME1102'LINE OF THE ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER LINE
 ME1102'OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 1 FOOT WEST OF THE
 ME1102'EAST END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW THE HIGHWAY,
 ME1102'A DISK SET IN A DRILL HOLE.
 ME1102
 ME1102                          STATION RECOVERY (1972)
 ME1102
 ME1102'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1102'RECOVERED IN GOOD CONDITION.
 ME1102
 ME1102                          STATION RECOVERY (1977)
 ME1102
 ME1102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME1102'MARK NOT FOUND.
 ME1102
 ME1102                          STATION RECOVERY (2021)
 ME1102
 ME1102'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1102'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1185 ***********************************************************************
 ME1185  DESIGNATION -  P 138
 ME1185  PID         -  ME1185
 ME1185  STATE/COUNTY-  IN/LAKE
 ME1185  COUNTRY     -  US
 ME1185  USGS QUAD   -  CROWN POINT (2019)
 ME1185
 ME1185                         *CURRENT SURVEY CONTROL
 ME1185  ______________________________________________________________________
 ME1185* NAD 83(1986) POSITION- 41 26 35.     (N) 087 21 17.     (W)   SCALED
 ME1185* NAVD 88 ORTHO HEIGHT -   215.794 (meters)      707.98  (feet) ADJUSTED
 ME1185  ______________________________________________________________________
 ME1185  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME1185  DYNAMIC HEIGHT  -        215.708 (meters)      707.70  (feet) COMP
 ME1185  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 ME1185
 ME1185  VERT ORDER      -  SECOND    CLASS 0
 ME1185
 ME1185.The horizontal coordinates were scaled from a map and have
 ME1185.an estimated accuracy of +/- 6 seconds.
 ME1185
 ME1185.The orthometric height was determined by differential leveling and
 ME1185.adjusted by the NATIONAL GEODETIC SURVEY
 ME1185.in June 1991.
 ME1185
 ME1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1185.GEOID18 height accuracy estimate available here.
 ME1185
 ME1185.Click photographs - Photos may exist for this station.
 ME1185
 ME1185.The dynamic height is computed by dividing the NAVD 88
 ME1185.geopotential number by the normal gravity value computed on the
 ME1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1185.degrees latitude (g = 980.6199 gals.).
 ME1185
 ME1185.The modeled gravity was interpolated from observed gravity values.
 ME1185
 ME1185;                    North         East    Units  Estimated Accuracy
 ME1185;SPC IN W     -   687,800.      877,320.      MT  (+/- 180 meters Scaled)
 ME1185
 ME1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703880(NAD 83)
 ME1185
 ME1185                          SUPERSEDED SURVEY CONTROL
 ME1185
 ME1185  NGVD 29 (??/??/92)  215.885  (m)          708.28   (f) ADJ UNCH    2 0
 ME1185
 ME1185.Superseded values are not recommended for survey control.
 ME1185
 ME1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1185.See file dsdata.pdf to determine how the superseded data were derived.
 ME1185
 ME1185_MARKER: DB = BENCH MARK DISK
 ME1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1185_STAMPING: P 138 1946
 ME1185_MARK LOGO: CGS
 ME1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1185+STABILITY: SURFACE MOTION
 ME1185
 ME1185  HISTORY     - Date     Condition        Report By
 ME1185  HISTORY     - 1946     MONUMENTED       CGS
 ME1185  HISTORY     - 1968     GOOD             CGS
 ME1185  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1185
 ME1185                          STATION DESCRIPTION
 ME1185
 ME1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1185'2 MI NE FROM CROWN POINT.
 ME1185'ABOUT 2.0 MILES NORTHEAST ALONG THE MERRILLVILLE ROAD FROM THE
 ME1185'COURT HOUSE AT CROWN POINT, AT THE CROWN POINT AIR FIELD, AT THE
 ME1185'SOUTHWEST CORNER OF THE HANGAR, 5 FEET NORTH OF THE SOUTHWEST
 ME1185'CORNER, 1 FOOT WEST OF THE WEST FACE OF THE BUILDING, 2 FEET
 ME1185'SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 ME1185'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- AIRPORT ABANDONED,
 ME1185'METAL WITNESS POST 1 FOOT SOUTH OF MARK.
 ME1185
 ME1185                          STATION RECOVERY (1968)
 ME1185
 ME1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1185'RECOVERED IN GOOD CONDITION.
 ME1185
 ME1185                          STATION RECOVERY (1990)
 ME1185
 ME1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1007 ***********************************************************************
 MD1007  DESIGNATION -  P 14
 MD1007  PID         -  MD1007
 MD1007  STATE/COUNTY-  IN/KOSCIUSKO
 MD1007  COUNTRY     -  US
 MD1007  USGS QUAD   -  WARSAW (2019)
 MD1007
 MD1007                         *CURRENT SURVEY CONTROL
 MD1007  ______________________________________________________________________
 MD1007* NAD 83(1986) POSITION- 41 12 50.     (N) 085 45 17.     (W)   SCALED
 MD1007* NAVD 88 ORTHO HEIGHT -   264.595 (meters)      868.09  (feet) ADJUSTED
 MD1007  ______________________________________________________________________
 MD1007  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 MD1007  DYNAMIC HEIGHT  -        264.482 (meters)      867.72  (feet) COMP
 MD1007  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 MD1007
 MD1007  VERT ORDER      -  FIRST     CLASS I
 MD1007
 MD1007.The horizontal coordinates were scaled from a map and have
 MD1007.an estimated accuracy of +/- 6 seconds.
 MD1007
 MD1007.The orthometric height was determined by differential leveling and
 MD1007.adjusted by the NATIONAL GEODETIC SURVEY
 MD1007.in June 1991.
 MD1007
 MD1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1007.GEOID18 height accuracy estimate available here.
 MD1007
 MD1007.Click photographs - Photos may exist for this station.
 MD1007
 MD1007.The dynamic height is computed by dividing the NAVD 88
 MD1007.geopotential number by the normal gravity value computed on the
 MD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1007.degrees latitude (g = 980.6199 gals.).
 MD1007
 MD1007.The modeled gravity was interpolated from observed gravity values.
 MD1007
 MD1007;                    North         East    Units  Estimated Accuracy
 MD1007;SPC IN E     -   662,320.       92,620.      MT  (+/- 180 meters Scaled)
 MD1007
 MD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043632(NAD 83)
 MD1007
 MD1007                          SUPERSEDED SURVEY CONTROL
 MD1007
 MD1007  NGVD 29 (??/??/92)  264.731  (m)          868.54   (f) ADJ UNCH    1 1
 MD1007
 MD1007.Superseded values are not recommended for survey control.
 MD1007
 MD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1007.See file dsdata.pdf to determine how the superseded data were derived.
 MD1007
 MD1007_MARKER: DB = BENCH MARK DISK
 MD1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1007_STAMPING: 868.489 P 14 1930
 MD1007_MARK LOGO: CGS
 MD1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1007+STABILITY: SURFACE MOTION
 MD1007
 MD1007  HISTORY     - Date     Condition        Report By
 MD1007  HISTORY     - 1930     MONUMENTED       CGS
 MD1007  HISTORY     - 1968     GOOD             CGS
 MD1007  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1007  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1007
 MD1007                          STATION DESCRIPTION
 MD1007
 MD1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1007'2.7 MI NW FROM PIERCETON.
 MD1007'ABOUT 2.7 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1007'THE CROSSING OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.4 MILE
 MD1007'NORTHWEST OF MILEPOST 353, ABOUT 7 1/2 RAILS SOUTHEAST OF THE
 MD1007'CENTER OF THE CROSSING OF COUNTY ROAD 450E, 32.1 FEET SOUTHWEST
 MD1007'OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 36 FEET NORTHWEST
 MD1007'OF THE 3RD TELEGRAPH POLE SOUTHEAST OF THE CROSSING, IN LINE WITH
 MD1007'A ROW OF POLES, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 4
 MD1007'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD1007'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 19,
 MD1007'T 32N, R 7E.
 MD1007
 MD1007                          STATION RECOVERY (1989)
 MD1007
 MD1007'RECOVERY NOTE BY US POWER SQUADRON 1989 (VJC)
 MD1007'MARK NOT FOUND.
 MD1007
 MD1007                          STATION RECOVERY (1992)
 MD1007
 MD1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1007'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1351 ***********************************************************************
 ME1351  DESIGNATION -  P 140
 ME1351  PID         -  ME1351
 ME1351  STATE/COUNTY-  IN/JASPER
 ME1351  COUNTRY     -  US
 ME1351  USGS QUAD   -  SHELBY (2019)
 ME1351
 ME1351                         *CURRENT SURVEY CONTROL
 ME1351  ______________________________________________________________________
 ME1351* NAD 83(1986) POSITION- 41 11 43.09   (N) 087 15 22.75   (W)   HD_HELD1
 ME1351* NAVD 88 ORTHO HEIGHT -   196.906 (meters)      646.02  (feet) ADJUSTED
 ME1351  ______________________________________________________________________
 ME1351  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME1351  DYNAMIC HEIGHT  -        196.822 (meters)      645.74  (feet) COMP
 ME1351  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 ME1351
 ME1351  VERT ORDER      -  SECOND    CLASS 0
 ME1351
 ME1351.The horizontal coordinates were determined by differentially corrected
 ME1351.hand held GPS observations or other comparable positioning techniques
 ME1351.and have an estimated accuracy of +/- 3 meters.
 ME1351
 ME1351.The orthometric height was determined by differential leveling and
 ME1351.adjusted by the NATIONAL GEODETIC SURVEY
 ME1351.in June 1991.
 ME1351
 ME1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1351.GEOID18 height accuracy estimate available here.
 ME1351
 ME1351.Click photographs - Photos may exist for this station.
 ME1351
 ME1351.The dynamic height is computed by dividing the NAVD 88
 ME1351.geopotential number by the normal gravity value computed on the
 ME1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1351.degrees latitude (g = 980.6199 gals.).
 ME1351
 ME1351.The modeled gravity was interpolated from observed gravity values.
 ME1351
 ME1351;                    North         East    Units  Estimated Accuracy
 ME1351;SPC IN W     -   660,261.4     885,489.3     MT  (+/- 3 meters HH1 GPS) 
 ME1351
 ME1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7850660469(NAD 83)
 ME1351
 ME1351                          SUPERSEDED SURVEY CONTROL
 ME1351
 ME1351  NGVD 29 (??/??/92)  196.996  (m)          646.31   (f) ADJ UNCH    2 0
 ME1351
 ME1351.Superseded values are not recommended for survey control.
 ME1351
 ME1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1351.See file dsdata.pdf to determine how the superseded data were derived.
 ME1351
 ME1351_MARKER: DB = BENCH MARK DISK
 ME1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1351_STAMPING: P 140 1946
 ME1351_MARK LOGO: CGS
 ME1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1351+STABILITY: SURFACE MOTION
 ME1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1351+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1351
 ME1351  HISTORY     - Date     Condition        Report By
 ME1351  HISTORY     - 1946     MONUMENTED       CGS
 ME1351  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1351  HISTORY     - 20090623 GOOD             JCLS
 ME1351  HISTORY     - 20120327 GOOD             IN-073
 ME1351
 ME1351                          STATION DESCRIPTION
 ME1351
 ME1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1351'3 MI W FROM DEMOTTE.
 ME1351'ABOUT 3.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1351'THE STATION AT DEMOTTE, AT A GRAVEL ROAD CROSSING, 45 FEET
 ME1351'SOUTH OF THE SOUTH RAIL, 23 FEET EAST OF THE CENTER LINE OF THE
 ME1351'GRAVEL ROAD, 2.5 FEET NORTH OF A FENCE CORNER POST, 2 FEET EAST
 ME1351'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 ME1351'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1351
 ME1351                          STATION RECOVERY (1989)
 ME1351
 ME1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1351'MARK NOT FOUND.
 ME1351
 ME1351                          STATION RECOVERY (2009)
 ME1351
 ME1351'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 ME1351'RECOVERED IN GOOD CONDITION.
 ME1351
 ME1351                          STATION RECOVERY (2012)
 ME1351
 ME1351'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1303 ***********************************************************************
 ME1303  DESIGNATION -  P 141 RESET
 ME1303  PID         -  ME1303
 ME1303  STATE/COUNTY-  IN/PORTER
 ME1303  COUNTRY     -  US
 ME1303  USGS QUAD   -  KOUTS (2019)
 ME1303
 ME1303                         *CURRENT SURVEY CONTROL
 ME1303  ______________________________________________________________________
 ME1303* NAD 83(1986) POSITION- 41 19 06.33   (N) 087 02 04.54   (W)   HD_HELD1
 ME1303* NAVD 88 ORTHO HEIGHT -   205.71  (meters)      674.9   (feet) RESET
 ME1303  ______________________________________________________________________
 ME1303  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 ME1303  VERT ORDER      -  THIRD
 ME1303
 ME1303.The horizontal coordinates were determined by differentially corrected
 ME1303.hand held GPS observations or other comparable positioning techniques
 ME1303.and have an estimated accuracy of +/- 3 meters.
 ME1303
 ME1303.The orthometric height was computed from unverified reset data.
 ME1303
 ME1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1303.GEOID18 height accuracy estimate available here.
 ME1303
 ME1303.Click photographs - Photos may exist for this station.
 ME1303
 ME1303;                    North         East    Units  Estimated Accuracy
 ME1303;SPC IN W     -   673,921.5     904,080.7     MT  (+/- 3 meters HH1 GPS) 
 ME1303
 ME1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9710474106(NAD 83)
 ME1303
 ME1303                          SUPERSEDED SURVEY CONTROL
 ME1303
 ME1303.No superseded survey control is available for this station.
 ME1303
 ME1303_MARKER: DB = BENCH MARK DISK
 ME1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1303_STAMPING: P 141 1946 RESET 1956
 ME1303_MARK LOGO: CGS
 ME1303_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1303+STABILITY: SURFACE MOTION
 ME1303
 ME1303  HISTORY     - Date     Condition        Report By
 ME1303  HISTORY     - 1956     MONUMENTED       CGS
 ME1303  HISTORY     - 1956     GOOD             CGS
 ME1303
 ME1303                          STATION DESCRIPTION
 ME1303
 ME1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1303'0.4 MI W FROM KOUTS.
 ME1303'0.45 MILE WEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION WITH
 ME1303'STATE HIGHWAY 49 AT KOUTS, 91 FEET EAST OF THE CENTER OF DRIVEWAY
 ME1303'TO THE EAST ONE OF TWO WHITE HOUSES, 49 FEET NORTH OF THE CENTER
 ME1303'LINE OF HIGHWAY, 19 FEET EAST OF TWO SMALL CEDAR TREES AT
 ME1303'SOUTHEAST CORNER OF YARD, 27 FEET WEST OF A POWER POLE, 1.8 FEET
 ME1303'WEST OF A WHITE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 ME1303'HIGHWAY.  STANDARD DISK IN CONCRETE, PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1326 ***********************************************************************
 ME1326  DESIGNATION -  P 143 RESET
 ME1326  PID         -  ME1326
 ME1326  STATE/COUNTY-  IN/PORTER
 ME1326  COUNTRY     -  US
 ME1326  USGS QUAD   -  KOUTS (2019)
 ME1326
 ME1326                         *CURRENT SURVEY CONTROL
 ME1326  ______________________________________________________________________
 ME1326* NAD 83(1986) POSITION- 41 16 06.     (N) 087 01 32.     (W)   SCALED
 ME1326* NAVD 88 ORTHO HEIGHT -   201.14  (meters)      659.9   (feet) RESET
 ME1326  ______________________________________________________________________
 ME1326  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 ME1326  VERT ORDER      -  THIRD
 ME1326
 ME1326.The horizontal coordinates were scaled from a map and have
 ME1326.an estimated accuracy of +/- 6 seconds.
 ME1326
 ME1326.The orthometric height was computed from unverified reset data.
 ME1326
 ME1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1326.GEOID18 height accuracy estimate available here.
 ME1326
 ME1326.Click photographs - Photos may exist for this station.
 ME1326
 ME1326;                    North         East    Units  Estimated Accuracy
 ME1326;SPC IN W     -   668,360.      904,840.      MT  (+/- 180 meters Scaled)
 ME1326
 ME1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL978685(NAD 83)
 ME1326
 ME1326                          SUPERSEDED SURVEY CONTROL
 ME1326
 ME1326.No superseded survey control is available for this station.
 ME1326
 ME1326_MARKER: DB = BENCH MARK DISK
 ME1326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1326_SP_SET: CULVERT HEADWALL
 ME1326_STAMPING: P 143 RESET 1971
 ME1326_MARK LOGO: CGS
 ME1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1326+STABILITY: SURFACE MOTION
 ME1326
 ME1326  HISTORY     - Date     Condition        Report By
 ME1326  HISTORY     - 1971     MONUMENTED       NGS
 ME1326  HISTORY     - 1972     GOOD             BRADY
 ME1326
 ME1326                          STATION DESCRIPTION
 ME1326
 ME1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 ME1326'3.5 MI S FROM KOUTS.
 ME1326'3.55 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION WITH
 ME1326'STATE HIGHWAY 8 AT KOUTS, SET IN A DRILL HOLE IN THE TOP AND
 ME1326'NORTH END OF A CONCRETE HEADWALL OF A 24 INCH CULVERT, 16 FEET
 ME1326'WEST OF A FENCE, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 ME1326'1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL
 ME1326'WITH THE HIGHWAY.
 ME1326
 ME1326                          STATION RECOVERY (1972)
 ME1326
 ME1326'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0369 ***********************************************************************
 ME0369  DESIGNATION -  P 144
 ME0369  PID         -  ME0369
 ME0369  STATE/COUNTY-  IN/MARSHALL
 ME0369  COUNTRY     -  US
 ME0369  USGS QUAD   -  PLYMOUTH (2019)
 ME0369
 ME0369                         *CURRENT SURVEY CONTROL
 ME0369  ______________________________________________________________________
 ME0369* NAD 83(1986) POSITION- 41 17 51.     (N) 086 16 28.     (W)   SCALED
 ME0369* NAVD 88 ORTHO HEIGHT -   250.710 (meters)      822.54  (feet) ADJUSTED
 ME0369  ______________________________________________________________________
 ME0369  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME0369  DYNAMIC HEIGHT  -        250.603 (meters)      822.19  (feet) COMP
 ME0369  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 ME0369
 ME0369  VERT ORDER      -  SECOND    CLASS 0
 ME0369
 ME0369.The horizontal coordinates were scaled from a map and have
 ME0369.an estimated accuracy of +/- 6 seconds.
 ME0369
 ME0369.The orthometric height was determined by differential leveling and
 ME0369.adjusted by the NATIONAL GEODETIC SURVEY
 ME0369.in June 1991.
 ME0369
 ME0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0369.GEOID18 height accuracy estimate available here.
 ME0369
 ME0369.Click photographs - Photos may exist for this station.
 ME0369
 ME0369.The dynamic height is computed by dividing the NAVD 88
 ME0369.geopotential number by the normal gravity value computed on the
 ME0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0369.degrees latitude (g = 980.6199 gals.).
 ME0369
 ME0369.The modeled gravity was interpolated from observed gravity values.
 ME0369
 ME0369;                    North         East    Units  Estimated Accuracy
 ME0369;SPC IN E     -   671,780.       49,100.      MT  (+/- 180 meters Scaled)
 ME0369
 ME0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL607720(NAD 83)
 ME0369
 ME0369                          SUPERSEDED SURVEY CONTROL
 ME0369
 ME0369  NGVD 29 (??/??/92)  250.829  (m)          822.93   (f) ADJ UNCH    2 0
 ME0369
 ME0369.Superseded values are not recommended for survey control.
 ME0369
 ME0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0369.See file dsdata.pdf to determine how the superseded data were derived.
 ME0369
 ME0369_MARKER: DB = BENCH MARK DISK
 ME0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0369_STAMPING: P 144 1946
 ME0369_MARK LOGO: CGS
 ME0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0369+STABILITY: SURFACE MOTION
 ME0369
 ME0369  HISTORY     - Date     Condition        Report By
 ME0369  HISTORY     - 1946     MONUMENTED       CGS
 ME0369  HISTORY     - 1972     POOR             NGS
 ME0369  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0369  HISTORY     - 19940722 MARK NOT FOUND   USPSQD
 ME0369
 ME0369                          STATION DESCRIPTION
 ME0369
 ME0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0369'3.6 MI S FROM PLYMOUTH.
 ME0369'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0369'WITH U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 0.2 MILE NORTH OF THE
 ME0369'JUNCTION WITH A PAVED ROAD LEADING EAST, AT THE WHITE VILLA CAFE
 ME0369'ON THE SOUTHWEST SIDE OF THE HIGHWAY, 46 FEET SOUTHWEST OF
 ME0369'THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTHEAST OF THE SOUTHEAST
 ME0369'CORNER OF THE CAFE, 3.5 FEET SOUTHEAST OF POWER LINE POLE NUMBER
 ME0369'278/071, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0369'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME0369'PROJECTING ABOUT 4 INCHES.
 ME0369
 ME0369                          STATION RECOVERY (1972)
 ME0369
 ME0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0369'MARK RECOVERED IN POOR CONDITION.
 ME0369
 ME0369                          STATION RECOVERY (1988)
 ME0369
 ME0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0369'MARK NOT FOUND.
 ME0369
 ME0369                          STATION RECOVERY (1994)
 ME0369
 ME0369'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1240 ***********************************************************************
 MD1240  DESIGNATION -  P 145
 MD1240  PID         -  MD1240
 MD1240  STATE/COUNTY-  IN/KOSCIUSKO
 MD1240  COUNTRY     -  US
 MD1240  USGS QUAD   -  BURKET (2019)
 MD1240
 MD1240                         *CURRENT SURVEY CONTROL
 MD1240  ______________________________________________________________________
 MD1240* NAD 83(1986) POSITION- 41 09 30.     (N) 085 56 12.     (W)   SCALED
 MD1240* NAVD 88 ORTHO HEIGHT -   263.612 (meters)      864.87  (feet) ADJUSTED
 MD1240  ______________________________________________________________________
 MD1240  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 MD1240  DYNAMIC HEIGHT  -        263.498 (meters)      864.49  (feet) COMP
 MD1240  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 MD1240
 MD1240  VERT ORDER      -  SECOND    CLASS 0
 MD1240
 MD1240.The horizontal coordinates were scaled from a map and have
 MD1240.an estimated accuracy of +/- 6 seconds.
 MD1240
 MD1240.The orthometric height was determined by differential leveling and
 MD1240.adjusted by the NATIONAL GEODETIC SURVEY
 MD1240.in June 1991.
 MD1240
 MD1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1240.GEOID18 height accuracy estimate available here.
 MD1240
 MD1240.Click photographs - Photos may exist for this station.
 MD1240
 MD1240.The dynamic height is computed by dividing the NAVD 88
 MD1240.geopotential number by the normal gravity value computed on the
 MD1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1240.degrees latitude (g = 980.6199 gals.).
 MD1240
 MD1240.The modeled gravity was interpolated from observed gravity values.
 MD1240
 MD1240;                    North         East    Units  Estimated Accuracy
 MD1240;SPC IN E     -   656,180.       77,340.      MT  (+/- 180 meters Scaled)
 MD1240
 MD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL892568(NAD 83)
 MD1240
 MD1240                          SUPERSEDED SURVEY CONTROL
 MD1240
 MD1240  NGVD 29 (??/??/92)  263.743  (m)          865.30   (f) ADJ UNCH    2 0
 MD1240
 MD1240.Superseded values are not recommended for survey control.
 MD1240
 MD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1240.See file dsdata.pdf to determine how the superseded data were derived.
 MD1240
 MD1240_MARKER: DB = BENCH MARK DISK
 MD1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1240_STAMPING: P 145 1946
 MD1240_MARK LOGO: CGS
 MD1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1240+STABILITY: SURFACE MOTION
 MD1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1240+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 MD1240
 MD1240  HISTORY     - Date     Condition        Report By
 MD1240  HISTORY     - 1946     MONUMENTED       CGS
 MD1240  HISTORY     - 19960716 GOOD             USPSQD
 MD1240  HISTORY     - 20110706 GOOD             INDIV
 MD1240
 MD1240                          STATION DESCRIPTION
 MD1240
 MD1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1240'1.6 MI E FROM BURKET.
 MD1240'1.65 MILE EAST ALONG THE BURKET-CLAYPOOL ROAD FROM THE SCHOOL
 MD1240'BUILDING AT BURKET, ABOUT 0.2 MILE EAST OF A CONCRETE SILO AND
 MD1240'WHITE BARN ON THE NORTH SIDE OF THE ROAD, AT A T JUNCTION WITH
 MD1240'A ROAD LEADING SOUTH, 55 FEET WEST OF THE CENTER LINE OF THE ROAD
 MD1240'LEADING SOUTH, 18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MD1240'ROAD, 5 FEET SOUTHWEST OF A POWER LINE POLE, 7.5 FEET WEST OF A
 MD1240'VERTICAL IRON RAIL AT A FENCE CORNER, 1 FOOT NORTH OF THE
 MD1240'SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 MD1240'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 MD1240'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1240
 MD1240                          STATION RECOVERY (1996)
 MD1240
 MD1240'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1240'RECOVERED IN GOOD CONDITION.
 MD1240
 MD1240                          STATION RECOVERY (2011)
 MD1240
 MD1240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 MD1240'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0995 ***********************************************************************
 LB0995  DESIGNATION -  P 146
 LB0995  PID         -  LB0995
 LB0995  STATE/COUNTY-  IN/CARROLL
 LB0995  COUNTRY     -  US
 LB0995  USGS QUAD   -  FLORA (2019)
 LB0995
 LB0995                         *CURRENT SURVEY CONTROL
 LB0995  ______________________________________________________________________
 LB0995* NAD 83(1986) POSITION- 40 36 19.     (N) 086 33 59.     (W)   SCALED
 LB0995* NAVD 88 ORTHO HEIGHT -   200.522 (meters)      657.88  (feet) ADJUSTED
 LB0995  ______________________________________________________________________
 LB0995  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 LB0995  DYNAMIC HEIGHT  -        200.425 (meters)      657.56  (feet) COMP
 LB0995  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 LB0995
 LB0995  VERT ORDER      -  SECOND    CLASS 0
 LB0995
 LB0995.The horizontal coordinates were scaled from a map and have
 LB0995.an estimated accuracy of +/- 6 seconds.
 LB0995
 LB0995.The orthometric height was determined by differential leveling and
 LB0995.adjusted by the NATIONAL GEODETIC SURVEY
 LB0995.in June 1991.
 LB0995
 LB0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0995.GEOID18 height accuracy estimate available here.
 LB0995
 LB0995.Click photographs - Photos may exist for this station.
 LB0995
 LB0995.The dynamic height is computed by dividing the NAVD 88
 LB0995.geopotential number by the normal gravity value computed on the
 LB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0995.degrees latitude (g = 980.6199 gals.).
 LB0995
 LB0995.The modeled gravity was interpolated from observed gravity values.
 LB0995
 LB0995;                    North         East    Units  Estimated Accuracy
 LB0995;SPC IN W     -   594,850.      943,750.      MT  (+/- 180 meters Scaled)
 LB0995
 LB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK366950(NAD 83)
 LB0995
 LB0995                          SUPERSEDED SURVEY CONTROL
 LB0995
 LB0995  NGVD 29 (??/??/92)  200.635  (m)          658.25   (f) ADJ UNCH    2 0
 LB0995
 LB0995.Superseded values are not recommended for survey control.
 LB0995
 LB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0995.See file dsdata.pdf to determine how the superseded data were derived.
 LB0995
 LB0995_MARKER: DB = BENCH MARK DISK
 LB0995_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0995_SP_SET: BOX CULVERT HEADWALL
 LB0995_STAMPING: P 146 1946
 LB0995_MARK LOGO: CGS
 LB0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0995+STABILITY: SURFACE MOTION
 LB0995
 LB0995  HISTORY     - Date     Condition        Report By
 LB0995  HISTORY     - 1946     MONUMENTED       CGS
 LB0995
 LB0995                          STATION DESCRIPTION
 LB0995
 LB0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0995'1.4 MI W FROM CAMDEN.
 LB0995'ABOUT 1.45 MILE WEST ALONG STATE HIGHWAY 218 FROM THE CAMDEN
 LB0995'STATE BANK AT CAMDEN SET IN THE CENTER OF THE TOP OF THE NORTH
 LB0995'HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 24.5 FEET NORTH OF THE
 LB0995'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 LB0995'A STANDARD DISK, STAMPED P 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1037 ***********************************************************************
 LB1037  DESIGNATION -  P 147
 LB1037  PID         -  LB1037
 LB1037  STATE/COUNTY-  IN/CARROLL
 LB1037  COUNTRY     -  US
 LB1037  USGS QUAD   -  YEOMAN (2019)
 LB1037
 LB1037                         *CURRENT SURVEY CONTROL
 LB1037  ______________________________________________________________________
 LB1037* NAD 83(1986) POSITION- 40 38 18.     (N) 086 44 03.     (W)   SCALED
 LB1037* NAVD 88 ORTHO HEIGHT -   202.914 (meters)      665.73  (feet) ADJUSTED
 LB1037  ______________________________________________________________________
 LB1037  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LB1037  DYNAMIC HEIGHT  -        202.817 (meters)      665.41  (feet) COMP
 LB1037  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 LB1037
 LB1037  VERT ORDER      -  SECOND    CLASS 0
 LB1037
 LB1037.The horizontal coordinates were scaled from a map and have
 LB1037.an estimated accuracy of +/- 6 seconds.
 LB1037
 LB1037.The orthometric height was determined by differential leveling and
 LB1037.adjusted by the NATIONAL GEODETIC SURVEY
 LB1037.in June 1991.
 LB1037
 LB1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1037.GEOID18 height accuracy estimate available here.
 LB1037
 LB1037.Click photographs - Photos may exist for this station.
 LB1037
 LB1037.The dynamic height is computed by dividing the NAVD 88
 LB1037.geopotential number by the normal gravity value computed on the
 LB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1037.degrees latitude (g = 980.6199 gals.).
 LB1037
 LB1037.The modeled gravity was interpolated from observed gravity values.
 LB1037
 LB1037;                    North         East    Units  Estimated Accuracy
 LB1037;SPC IN W     -   598,460.      929,540.      MT  (+/- 180 meters Scaled)
 LB1037
 LB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK224986(NAD 83)
 LB1037
 LB1037                          SUPERSEDED SURVEY CONTROL
 LB1037
 LB1037  NGVD 29 (??/??/92)  203.020  (m)          666.07   (f) ADJ UNCH    2 0
 LB1037
 LB1037.Superseded values are not recommended for survey control.
 LB1037
 LB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1037.See file dsdata.pdf to determine how the superseded data were derived.
 LB1037
 LB1037_MARKER: DB = BENCH MARK DISK
 LB1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1037_STAMPING: P 147 1946
 LB1037_MARK LOGO: CGS
 LB1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1037+STABILITY: SURFACE MOTION
 LB1037
 LB1037  HISTORY     - Date     Condition        Report By
 LB1037  HISTORY     - 1946     MONUMENTED       CGS
 LB1037
 LB1037                          STATION DESCRIPTION
 LB1037
 LB1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1037'6.2 MI NW FROM DELPHI.
 LB1037'ABOUT 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1037'COURT HOUSE AT DELPHI, ABOUT 54 YARDS SOUTHEAST OF THE SOUTHEAST
 LB1037'CORNER OF MRS. LEE HENDERSONS FARM HOUSE, 40 FEET WEST OF THE
 LB1037'CENTER LINE OF THE HIGHWAY, 131 FEET SOUTH OF THE CENTER LINE
 LB1037'OF THE DRIVEWAY TO THE HOUSE, 8 FEET SOUTH OF A CONCRETE CORNER
 LB1037'FENCE POST, 1 FOOT EAST OF A FENCE LINE AND ABOUT 2 FEET BELOW
 LB1037'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED P 147 1946 AND SET IN
 LB1037'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1067 ***********************************************************************
 ME1067  DESIGNATION -  P 148
 ME1067  PID         -  ME1067
 ME1067  STATE/COUNTY-  IN/PORTER
 ME1067  COUNTRY     -  US
 ME1067  USGS QUAD   -  PORTAGE (2019)
 ME1067
 ME1067                         *CURRENT SURVEY CONTROL
 ME1067  ______________________________________________________________________
 ME1067* NAD 83(1986) POSITION- 41 34 07.28   (N) 087 09 49.07   (W)   HD_HELD1
 ME1067* NAVD 88 ORTHO HEIGHT -   196.219 (meters)      643.76  (feet) ADJUSTED
 ME1067  ______________________________________________________________________
 ME1067  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 ME1067  DYNAMIC HEIGHT  -        196.145 (meters)      643.52  (feet) COMP
 ME1067  MODELED GRAVITY -    980,243.4   (mgal)                       NAVD 88
 ME1067
 ME1067  VERT ORDER      -  SECOND    CLASS 0
 ME1067
 ME1067.The horizontal coordinates were determined by differentially corrected
 ME1067.hand held GPS observations or other comparable positioning techniques
 ME1067.and have an estimated accuracy of +/- 3 meters.
 ME1067
 ME1067.The orthometric height was determined by differential leveling and
 ME1067.adjusted by the NATIONAL GEODETIC SURVEY
 ME1067.in June 1991.
 ME1067
 ME1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1067.GEOID18 height accuracy estimate available here.
 ME1067
 ME1067.Click photographs - Photos may exist for this station.
 ME1067
 ME1067.The dynamic height is computed by dividing the NAVD 88
 ME1067.geopotential number by the normal gravity value computed on the
 ME1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1067.degrees latitude (g = 980.6199 gals.).
 ME1067
 ME1067.The modeled gravity was interpolated from observed gravity values.
 ME1067
 ME1067;                    North         East    Units  Estimated Accuracy
 ME1067;SPC IN W     -   701,717.5     893,302.8     MT  (+/- 3 meters HH1 GPS) 
 ME1067
 ME1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8635701902(NAD 83)
 ME1067
 ME1067                          SUPERSEDED SURVEY CONTROL
 ME1067
 ME1067  NGVD 29 (??/??/92)  196.307  (m)          644.05   (f) ADJ UNCH    2 0
 ME1067
 ME1067.Superseded values are not recommended for survey control.
 ME1067
 ME1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1067.See file dsdata.pdf to determine how the superseded data were derived.
 ME1067
 ME1067_MARKER: DB = BENCH MARK DISK
 ME1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1067_STAMPING: P 148 1946
 ME1067_MARK LOGO: CGS
 ME1067_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1067+STABILITY: SURFACE MOTION
 ME1067
 ME1067  HISTORY     - Date     Condition        Report By
 ME1067  HISTORY     - 1946     MONUMENTED       CGS
 ME1067  HISTORY     - 1973     GOOD             BRADY
 ME1067  HISTORY     - 20230402 GOOD             USPSQD
 ME1067
 ME1067                          STATION DESCRIPTION
 ME1067
 ME1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1067'1.7 MI SE FROM CRISMAN.
 ME1067'ABOUT 0.3 MILE EAST, 0.7 MILE SOUTH, 0.2 MILE EAST, AND 0.5 MILE
 ME1067'SOUTH ALONG A COUNTY ROAD FROM THE PORTAGE TOWNSHIP HIGH SCHOOL
 ME1067'AT CRISMAN, PORTER COUNTY, ABOUT 1.1 MILES NORTH OF THE ENTRANCE
 ME1067'TO MC COOL INTERMEDIATE FIELD 3, AT THE ART FOREMAN FARM, 99
 ME1067'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 24 FEET
 ME1067'WEST OF THE CENTER LINE OF THE ROAD, 30.5 FEET SOUTH OF THE
 ME1067'CENTER LINE OF THE DRIVEWAY, 13.5 FEET NORTH OF POWER POLE 303/967,
 ME1067'13 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE,
 ME1067'AND ABOUT LEVEL WITH THE ROAD.  A BRONZE DISK, STAMPED P 148 1946
 ME1067'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ME1067'ABOVE GROUND.  NOTE-- SET WITNESS SIGN BESIDE MARK.
 ME1067
 ME1067                          STATION RECOVERY (1973)
 ME1067
 ME1067'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 ME1067'RECOVERED IN GOOD CONDITION.
 ME1067
 ME1067                          STATION RECOVERY (2023)
 ME1067
 ME1067'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 ME1067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0967 ***********************************************************************
 ME0967  DESIGNATION -  P 149
 ME0967  PID         -  ME0967
 ME0967  STATE/COUNTY-  IN/PORTER
 ME0967  COUNTRY     -  US
 ME0967  USGS QUAD   -  PORTAGE (2019)
 ME0967
 ME0967                         *CURRENT SURVEY CONTROL
 ME0967  ______________________________________________________________________
 ME0967* NAD 83(1986) POSITION- 41 31 09.     (N) 087 12 10.     (W)   SCALED
 ME0967* NAVD 88 ORTHO HEIGHT -   194.238 (meters)      637.26  (feet) ADJUSTED
 ME0967  ______________________________________________________________________
 ME0967  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 ME0967  DYNAMIC HEIGHT  -        194.163 (meters)      637.02  (feet) COMP
 ME0967  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 ME0967
 ME0967  VERT ORDER      -  FIRST     CLASS I
 ME0967
 ME0967.The horizontal coordinates were scaled from a map and have
 ME0967.an estimated accuracy of +/- 6 seconds.
 ME0967
 ME0967.The orthometric height was determined by differential leveling and
 ME0967.adjusted by the NATIONAL GEODETIC SURVEY
 ME0967.in April 1995.
 ME0967
 ME0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0967.GEOID18 height accuracy estimate available here.
 ME0967
 ME0967.Click photographs - Photos may exist for this station.
 ME0967
 ME0967.The dynamic height is computed by dividing the NAVD 88
 ME0967.geopotential number by the normal gravity value computed on the
 ME0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0967.degrees latitude (g = 980.6199 gals.).
 ME0967
 ME0967.The modeled gravity was interpolated from observed gravity values.
 ME0967
 ME0967;                    North         East    Units  Estimated Accuracy
 ME0967;SPC IN W     -   696,220.      890,030.      MT  (+/- 180 meters Scaled)
 ME0967
 ME0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL830964(NAD 83)
 ME0967
 ME0967                          SUPERSEDED SURVEY CONTROL
 ME0967
 ME0967  NAVD 88 (06/15/91)  194.245  (m)          637.29   (f) SUPERSEDED  1 1
 ME0967  NGVD 29 (01/19/93)  194.334  (m)          637.58   (f) ADJUSTED    1 1
 ME0967  NGVD 29 (??/??/92)  194.334  (m)          637.58   (f) SUPERSEDED  1 1
 ME0967
 ME0967.Superseded values are not recommended for survey control.
 ME0967
 ME0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0967.See file dsdata.pdf to determine how the superseded data were derived.
 ME0967
 ME0967_MARKER: DB = BENCH MARK DISK
 ME0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0967_STAMPING: P 149 1946
 ME0967_MARK LOGO: CGS
 ME0967_PROJECTION: RECESSED 25 CENTIMETERS
 ME0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0967+STABILITY: SURFACE MOTION
 ME0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0967+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0967
 ME0967  HISTORY     - Date     Condition        Report By
 ME0967  HISTORY     - 1946     MONUMENTED       CGS
 ME0967  HISTORY     - 1968     GOOD             CGS
 ME0967  HISTORY     - 19920906 GOOD             NGS
 ME0967
 ME0967                          STATION DESCRIPTION
 ME0967
 ME0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0967'1.3 MI NW FROM WHEELER.
 ME0967'ABOUT 1.3 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0967'THE CROSSING OF PARK AVENUE AT WHEELER, ABOUT 0.35 MILE SOUTHEAST
 ME0967'OF A BLACK TOP ROAD CROSSING, 50 FEET NORTHEAST OF THE NORTHEAST
 ME0967'RAIL OF THE NORTHEAST TRACK, 110.5 FEET SOUTHEAST OF THE
 ME0967'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL FOR A 15-INCH
 ME0967'PIPE CULVERT UNDER STATE HIGHWAY 130, 33 FEET SOUTHWEST OF THE
 ME0967'CENTER LINE OF STATE HIGHWAY 130, 35 1/2 FEET NORTHEAST OF
 ME0967'MILEPOST 432, 2 FEET NORTHWEST OF A METAL WITNESS POST, 4 1/2
 ME0967'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0967'CONCRETE POST 10 INCH BELOW THE LEVEL OF THE GROUND.  SEC 3,
 ME0967'T 35 N, R 7 W.
 ME0967
 ME0967                          STATION RECOVERY (1992)
 ME0967
 ME0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0967'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0967'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0967'THENCE 4.7 KM (2.90 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME0967'33.7 M (110.6 FT) SOUTHEAST OF THE SOUTHEAST END OF A HEADWALL, 19.7
 ME0967'M (64.6 FT) NORTHEAST OF THE NEAR RAIL, 10.8 M (35.4 FT) NORTHEAST OF
 ME0967'MILEPOST 432, 9.9 M (32.5 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 ME0967'HIGHWAY 130, 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST, 0.6 M
 ME0967'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED
 ME0967'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0071 ***********************************************************************
 ME0071  DESIGNATION -  P 15
 ME0071  PID         -  ME0071
 ME0071  STATE/COUNTY-  IN/ST JOSEPH
 ME0071  COUNTRY     -  US
 ME0071  USGS QUAD   -  OSCEOLA (2019)
 ME0071
 ME0071                         *CURRENT SURVEY CONTROL
 ME0071  ______________________________________________________________________
 ME0071* NAD 83(1986) POSITION- 41 44 04.     (N) 086 04 55.     (W)   SCALED
 ME0071* NAVD 88 ORTHO HEIGHT -   236.180 (meters)      774.87  (feet) ADJUSTED
 ME0071  ______________________________________________________________________
 ME0071  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 ME0071  DYNAMIC HEIGHT  -        236.090 (meters)      774.57  (feet) COMP
 ME0071  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 ME0071
 ME0071  VERT ORDER      -  FIRST     CLASS II
 ME0071
 ME0071.The horizontal coordinates were scaled from a map and have
 ME0071.an estimated accuracy of +/- 6 seconds.
 ME0071
 ME0071.The orthometric height was determined by differential leveling and
 ME0071.adjusted by the NATIONAL GEODETIC SURVEY
 ME0071.in June 1991.
 ME0071
 ME0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0071.GEOID18 height accuracy estimate available here.
 ME0071
 ME0071.Click photographs - Photos may exist for this station.
 ME0071
 ME0071.The dynamic height is computed by dividing the NAVD 88
 ME0071.geopotential number by the normal gravity value computed on the
 ME0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0071.degrees latitude (g = 980.6199 gals.).
 ME0071
 ME0071.The modeled gravity was interpolated from observed gravity values.
 ME0071
 ME0071;                    North         East    Units  Estimated Accuracy
 ME0071;SPC IN E     -   720,210.       65,450.      MT  (+/- 180 meters Scaled)
 ME0071
 ME0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM763206(NAD 83)
 ME0071
 ME0071                          SUPERSEDED SURVEY CONTROL
 ME0071
 ME0071  NGVD 29 (??/??/92)  236.311  (m)          775.30   (f) ADJ UNCH    1 2
 ME0071
 ME0071.Superseded values are not recommended for survey control.
 ME0071
 ME0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0071.See file dsdata.pdf to determine how the superseded data were derived.
 ME0071
 ME0071_MARKER: DB = BENCH MARK DISK
 ME0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0071_STAMPING: 775.297 P 15 1930
 ME0071_MARK LOGO: CGS
 ME0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0071+STABILITY: SURFACE MOTION
 ME0071
 ME0071  HISTORY     - Date     Condition        Report By
 ME0071  HISTORY     - 1930     MONUMENTED       CGS
 ME0071  HISTORY     - 1935     GOOD             USGS
 ME0071  HISTORY     - 20061229 MARK NOT FOUND   INDIV
 ME0071  HISTORY     - 20230216 MARK NOT FOUND   BFSINC
 ME0071
 ME0071                          STATION DESCRIPTION
 ME0071
 ME0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ME0071'2 MI SE FROM GRANGER.
 ME0071'2.0 MILES SOUTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 ME0071'ST. LOUIS RAILWAY FROM GRANGER, ST. JOSEPH COUNTY, OPPOSITE
 ME0071'MILEPOST 38, ABOUT 10 RAILS NORTHWEST OF THE CROSSING OF BEECH
 ME0071'ROAD, AND 28.3 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 ME0071'DISK, STAMPED 775.297 P 15 1930 AND SET IN THE TOP OF A CONCRETE
 ME0071'POST PROJECTING 5 INCHES ABOVE GROUND.
 ME0071
 ME0071                          STATION RECOVERY (1935)
 ME0071
 ME0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 ME0071'RECOVERED IN GOOD CONDITION.
 ME0071
 ME0071                          STATION RECOVERY (2006)
 ME0071
 ME0071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0071'TRACKS HAVE BEEN REMOVED, RAILROAD GRADE IS VISIBLE, HOWEVER.  AT THE
 ME0071'RECORD DISTANCE FROM THE ROAD, NO EVIDENCE OF MARK.  MILE POST 38 IS
 ME0071'GONE ALSO.
 ME0071
 ME0071                          STATION RECOVERY (2023)
 ME0071
 ME0071'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2023 (GG)
 ME0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0545 ***********************************************************************
 ME0545  DESIGNATION -  P 150
 ME0545  PID         -  ME0545
 ME0545  STATE/COUNTY-  IN/LA PORTE
 ME0545  COUNTRY     -  US
 ME0545  USGS QUAD   -  HANNA (2019)
 ME0545
 ME0545                         *CURRENT SURVEY CONTROL
 ME0545  ______________________________________________________________________
 ME0545* NAD 83(1986) POSITION- 41 24 27.     (N) 086 45 03.     (W)   SCALED
 ME0545* NAVD 88 ORTHO HEIGHT -   208.103 (meters)      682.75  (feet) ADJUSTED
 ME0545  ______________________________________________________________________
 ME0545  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 ME0545  DYNAMIC HEIGHT  -        208.018 (meters)      682.47  (feet) COMP
 ME0545  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 ME0545
 ME0545  VERT ORDER      -  FIRST     CLASS I
 ME0545
 ME0545.The horizontal coordinates were scaled from a map and have
 ME0545.an estimated accuracy of +/- 6 seconds.
 ME0545
 ME0545.The orthometric height was determined by differential leveling and
 ME0545.adjusted by the NATIONAL GEODETIC SURVEY
 ME0545.in June 1991.
 ME0545
 ME0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0545.GEOID18 height accuracy estimate available here.
 ME0545
 ME0545.Click photographs - Photos may exist for this station.
 ME0545
 ME0545.The dynamic height is computed by dividing the NAVD 88
 ME0545.geopotential number by the normal gravity value computed on the
 ME0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0545.degrees latitude (g = 980.6199 gals.).
 ME0545
 ME0545.The modeled gravity was interpolated from observed gravity values.
 ME0545
 ME0545;                    North         East    Units  Estimated Accuracy
 ME0545;SPC IN W     -   683,870.      927,800.      MT  (+/- 180 meters Scaled)
 ME0545
 ME0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL208840(NAD 83)
 ME0545
 ME0545                          SUPERSEDED SURVEY CONTROL
 ME0545
 ME0545  NGVD 29 (??/??/92)  208.203  (m)          683.08   (f) ADJ UNCH    1 1
 ME0545
 ME0545.Superseded values are not recommended for survey control.
 ME0545
 ME0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0545.See file dsdata.pdf to determine how the superseded data were derived.
 ME0545
 ME0545_MARKER: DB = BENCH MARK DISK
 ME0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0545_STAMPING: P 150 1946
 ME0545_MARK LOGO: CGS
 ME0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0545+STABILITY: SURFACE MOTION
 ME0545
 ME0545  HISTORY     - Date     Condition        Report By
 ME0545  HISTORY     - 1946     MONUMENTED       CGS
 ME0545  HISTORY     - 1968     GOOD             CGS
 ME0545  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0545
 ME0545                          STATION DESCRIPTION
 ME0545
 ME0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0545'1.6 MI E FROM HANNA.
 ME0545'ABOUT 1.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0545'CROSSING OF THOMPSON STREET AT HANNA, 73 FEET SOUTH OF THE
 ME0545'CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30, 23.9 FEET
 ME0545'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 30 FEET SOUTHWEST
 ME0545'OF POWER LINE POLE NO. 421-203, 16 FEET NORTH OF MILEPOST 407,
 ME0545'1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 ME0545'HIGHWAY, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 ME0545'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 ME0545'GROUND.  SEC 10, T 34 N, R 3 W.  NOTE-- LEVELING IN 1968 INDICATES
 ME0545'THIS MARK HAS LOWERED ABOUT 11 CM.  NOTE-- THE ORIGINAL
 ME0545'DESCRIPTION REPORTED THE MARK AS PROJECTING 6 INCHES.
 ME0545
 ME0545                          STATION RECOVERY (1992)
 ME0545
 ME0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0545'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1336 ***********************************************************************
 ME1336  DESIGNATION -  P 151 RESET
 ME1336  PID         -  ME1336
 ME1336  STATE/COUNTY-  IN/PORTER
 ME1336  COUNTRY     -  US
 ME1336  USGS QUAD   -  VALPARAISO (2019)
 ME1336
 ME1336                         *CURRENT SURVEY CONTROL
 ME1336  ______________________________________________________________________
 ME1336* NAD 83(1986) POSITION- 41 29 33.     (N) 087 02 47.     (W)   SCALED
 ME1336* NAVD 88 ORTHO HEIGHT -   247.82  (meters)      813.1   (feet) RESET
 ME1336  ______________________________________________________________________
 ME1336  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 ME1336  VERT ORDER      -  THIRD
 ME1336
 ME1336.The horizontal coordinates were scaled from a map and have
 ME1336.an estimated accuracy of +/- 6 seconds.
 ME1336
 ME1336.The orthometric height was computed from unverified reset data.
 ME1336
 ME1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1336.GEOID18 height accuracy estimate available here.
 ME1336
 ME1336.Click photographs - Photos may exist for this station.
 ME1336
 ME1336;                    North         East    Units  Estimated Accuracy
 ME1336;SPC IN W     -   693,250.      903,090.      MT  (+/- 180 meters Scaled)
 ME1336
 ME1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961934(NAD 83)
 ME1336
 ME1336                          SUPERSEDED SURVEY CONTROL
 ME1336
 ME1336.No superseded survey control is available for this station.
 ME1336
 ME1336_MARKER: DB = BENCH MARK DISK
 ME1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1336_STAMPING: P 151 RESET 1970
 ME1336_MARK LOGO: CGS
 ME1336_PROJECTION: FLUSH
 ME1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1336+STABILITY: SURFACE MOTION
 ME1336
 ME1336  HISTORY     - Date     Condition        Report By
 ME1336  HISTORY     - 1970     MONUMENTED       NGS
 ME1336  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1336
 ME1336                          STATION DESCRIPTION
 ME1336
 ME1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ME1336'AT VALPARAISO.
 ME1336'1.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE GRAND TRUNK
 ME1336'WESTERN RAILROAD STATION AT VALPARAISO, 30 FEET WEST OF THE
 ME1336'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A TELEPHONE POLE,
 ME1336'1 FOOT NORTHWEST OF A METAL WITNESS POST, 38 FEET SOUTH OF THE
 ME1336'CENTERLINE OF STREET, 106 FEET EAST OF THE CENTERLINE OF THE
 ME1336'NORTH ENTRANCE TO URSCHEL LABORATORIES, SET IN THE TOP OF A
 ME1336'ROUND CONCRETE POST FLUSH WITH THE GROUND.
 ME1336
 ME1336                          STATION RECOVERY (1990)
 ME1336
 ME1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0488 ***********************************************************************
 ME0488  DESIGNATION -  P 153
 ME0488  PID         -  ME0488
 ME0488  STATE/COUNTY-  IN/LA PORTE
 ME0488  COUNTRY     -  US
 ME0488  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0488
 ME0488                         *CURRENT SURVEY CONTROL
 ME0488  ______________________________________________________________________
 ME0488* NAD 83(1986) POSITION- 41 29 01.     (N) 086 43 44.     (W)   SCALED
 ME0488* NAVD 88 ORTHO HEIGHT -   224.065 (meters)      735.12  (feet) ADJUSTED
 ME0488  ______________________________________________________________________
 ME0488  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 ME0488  DYNAMIC HEIGHT  -        223.976 (meters)      734.83  (feet) COMP
 ME0488  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 ME0488
 ME0488  VERT ORDER      -  SECOND    CLASS 0
 ME0488
 ME0488.The horizontal coordinates were scaled from a map and have
 ME0488.an estimated accuracy of +/- 6 seconds.
 ME0488
 ME0488.The orthometric height was determined by differential leveling and
 ME0488.adjusted by the NATIONAL GEODETIC SURVEY
 ME0488.in June 1991.
 ME0488
 ME0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0488.GEOID18 height accuracy estimate available here.
 ME0488
 ME0488.Click photographs - Photos may exist for this station.
 ME0488
 ME0488.The dynamic height is computed by dividing the NAVD 88
 ME0488.geopotential number by the normal gravity value computed on the
 ME0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0488.degrees latitude (g = 980.6199 gals.).
 ME0488
 ME0488.The modeled gravity was interpolated from observed gravity values.
 ME0488
 ME0488;                    North         East    Units  Estimated Accuracy
 ME0488;SPC IN W     -   692,330.      929,600.      MT  (+/- 180 meters Scaled)
 ME0488
 ME0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL226924(NAD 83)
 ME0488
 ME0488                          SUPERSEDED SURVEY CONTROL
 ME0488
 ME0488  NGVD 29 (??/??/92)  224.170  (m)          735.46   (f) ADJ UNCH    2 0
 ME0488
 ME0488.Superseded values are not recommended for survey control.
 ME0488
 ME0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0488.See file dsdata.pdf to determine how the superseded data were derived.
 ME0488
 ME0488_MARKER: DB = BENCH MARK DISK
 ME0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0488_STAMPING: P 153 1946
 ME0488_MARK LOGO: CGS
 ME0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0488+STABILITY: SURFACE MOTION
 ME0488
 ME0488  HISTORY     - Date     Condition        Report By
 ME0488  HISTORY     - 1946     MONUMENTED       CGS
 ME0488  HISTORY     - 1989     POOR             USPSQD
 ME0488
 ME0488                          STATION DESCRIPTION
 ME0488
 ME0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0488'3 MI E FROM UNION MILLS.
 ME0488'ABOUT 2.2 MILES EAST, 0.5 MILE SOUTH, AND 0.25 MILE EAST ALONG
 ME0488'COUNTY ROADS FROM THE CROSSROADS AT UNION MILLS, LA PORTE COUNTY,
 ME0488'AT THE JUNCTION OF A SIDE ROAD LEADING SOUTH, 81.5 FEET SOUTHWEST
 ME0488'ACROSS THE ROAD FROM POWER POLE 413/030, 26 FEET EAST OF THE
 ME0488'CENTER LINE OF THE ROAD LEADING SOUTH, 18 FEET SOUTH OF THE
 ME0488'CENTER LINE OF THE EAST-AND-WEST ROAD, 6.5 FEET NORTH OF A
 ME0488'FENCE CORNER, 7.0 FEET EAST OF A POLE, 1.5 FEET WEST OF A WHITE
 ME0488'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 ME0488'BRONZE DISK, STAMPED P 153 1946 AND SET IN THE TOP OF A CONCRETE
 ME0488'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0488
 ME0488                          STATION RECOVERY (1989)
 ME0488
 ME0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0488'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0056 ***********************************************************************
 ME0056  DESIGNATION -  P 154
 ME0056  PID         -  ME0056
 ME0056  STATE/COUNTY-  IN/ST JOSEPH
 ME0056  COUNTRY     -  US
 ME0056  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0056
 ME0056                         *CURRENT SURVEY CONTROL
 ME0056  ______________________________________________________________________
 ME0056* NAD 83(1986) POSITION- 41 32 04.     (N) 086 28 37.     (W)   SCALED
 ME0056* NAVD 88 ORTHO HEIGHT -   215.227 (meters)      706.12  (feet) ADJUSTED
 ME0056  ______________________________________________________________________
 ME0056  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0056  DYNAMIC HEIGHT  -        215.142 (meters)      705.85  (feet) COMP
 ME0056  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 ME0056
 ME0056  VERT ORDER      -  SECOND    CLASS 0
 ME0056
 ME0056.The horizontal coordinates were scaled from a map and have
 ME0056.an estimated accuracy of +/- 6 seconds.
 ME0056
 ME0056.The orthometric height was determined by differential leveling and
 ME0056.adjusted by the NATIONAL GEODETIC SURVEY
 ME0056.in June 1991.
 ME0056
 ME0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0056.GEOID18 height accuracy estimate available here.
 ME0056
 ME0056.Click photographs - Photos may exist for this station.
 ME0056
 ME0056.The dynamic height is computed by dividing the NAVD 88
 ME0056.geopotential number by the normal gravity value computed on the
 ME0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0056.degrees latitude (g = 980.6199 gals.).
 ME0056
 ME0056.The modeled gravity was interpolated from observed gravity values.
 ME0056
 ME0056;                    North         East    Units  Estimated Accuracy
 ME0056;SPC IN E     -   698,230.       32,380.      MT  (+/- 180 meters Scaled)
 ME0056
 ME0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL436982(NAD 83)
 ME0056
 ME0056                          SUPERSEDED SURVEY CONTROL
 ME0056
 ME0056  NGVD 29 (??/??/92)  215.337  (m)          706.48   (f) ADJ UNCH    2 0
 ME0056
 ME0056.Superseded values are not recommended for survey control.
 ME0056
 ME0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0056.See file dsdata.pdf to determine how the superseded data were derived.
 ME0056
 ME0056_MARKER: DB = BENCH MARK DISK
 ME0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0056_STAMPING: P 154 1946
 ME0056_MARK LOGO: CGS
 ME0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0056+STABILITY: SURFACE MOTION
 ME0056
 ME0056  HISTORY     - Date     Condition        Report By
 ME0056  HISTORY     - 1946     MONUMENTED       CGS
 ME0056  HISTORY     - 19941030 GOOD             USPSQD
 ME0056  HISTORY     - 20010930 GOOD             USPSQD
 ME0056
 ME0056                          STATION DESCRIPTION
 ME0056
 ME0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0056'2.6 MI W FROM NORTH LIBERTY.
 ME0056'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 4 FROM ITS JUNCTION
 ME0056'WITH STATE HIGHWAY 23 AT NORTH LIBERTY, AT WALNUT CROSS ROAD,
 ME0056'82 FEET WEST AND ACROSS THE WALNUT ROAD FROM THE SOUTHWEST
 ME0056'CORNER OF GLENN SNYDERS CEMENT BLOCK HOUSE (FORMERLY DISTRICT
 ME0056'11 SCHOOL HOUSE), 47 FEET NORTH OF THE CENTER LINE OF THE
 ME0056'HIGHWAY, 17 FEET WEST OF THE CENTER LINE OF WALNUT ROAD, 13 FEET
 ME0056'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 ME0056'POST, ABOUT 1.5 FOOT ABOVE THE CENTER OF THE HIGHWAY, AND SET
 ME0056'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ME0056
 ME0056                          STATION RECOVERY (1994)
 ME0056
 ME0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0056'RECOVERED IN GOOD CONDITION.
 ME0056
 ME0056                          STATION RECOVERY (2001)
 ME0056
 ME0056'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0881 ***********************************************************************
 ME0881  DESIGNATION -  P 155
 ME0881  PID         -  ME0881
 ME0881  STATE/COUNTY-  IN/ST JOSEPH
 ME0881  COUNTRY     -  US
 ME0881  USGS QUAD   -  NEW CARLISLE (2019)
 ME0881
 ME0881                         *CURRENT SURVEY CONTROL
 ME0881  ______________________________________________________________________
 ME0881* NAD 83(1986) POSITION- 41 39 38.     (N) 086 30 23.     (W)   SCALED
 ME0881* NAVD 88 ORTHO HEIGHT -   246.158 (meters)      807.60  (feet) ADJUSTED
 ME0881  ______________________________________________________________________
 ME0881  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 ME0881  DYNAMIC HEIGHT  -        246.063 (meters)      807.29  (feet) COMP
 ME0881  MODELED GRAVITY -    980,230.2   (mgal)                       NAVD 88
 ME0881
 ME0881  VERT ORDER      -  SECOND    CLASS 0
 ME0881
 ME0881.The horizontal coordinates were scaled from a map and have
 ME0881.an estimated accuracy of +/- 6 seconds.
 ME0881
 ME0881.The orthometric height was determined by differential leveling and
 ME0881.adjusted by the NATIONAL GEODETIC SURVEY
 ME0881.in June 1991.
 ME0881
 ME0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0881.GEOID18 height accuracy estimate available here.
 ME0881
 ME0881.Click photographs - Photos may exist for this station.
 ME0881
 ME0881.The dynamic height is computed by dividing the NAVD 88
 ME0881.geopotential number by the normal gravity value computed on the
 ME0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0881.degrees latitude (g = 980.6199 gals.).
 ME0881
 ME0881.The modeled gravity was interpolated from observed gravity values.
 ME0881
 ME0881;                    North         East    Units  Estimated Accuracy
 ME0881;SPC IN E     -   712,260.       30,060.      MT  (+/- 180 meters Scaled)
 ME0881
 ME0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410122(NAD 83)
 ME0881
 ME0881                          SUPERSEDED SURVEY CONTROL
 ME0881
 ME0881  NGVD 29 (??/??/92)  246.261  (m)          807.94   (f) ADJ UNCH    2 0
 ME0881
 ME0881.Superseded values are not recommended for survey control.
 ME0881
 ME0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0881.See file dsdata.pdf to determine how the superseded data were derived.
 ME0881
 ME0881_MARKER: DB = BENCH MARK DISK
 ME0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0881_STAMPING: P 155
 ME0881_MARK LOGO: CGS
 ME0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0881+STABILITY: SURFACE MOTION
 ME0881
 ME0881  HISTORY     - Date     Condition        Report By
 ME0881  HISTORY     - 1946     MONUMENTED       CGS
 ME0881  HISTORY     - 1989     GOOD             USPSQD
 ME0881  HISTORY     - 20180315 MARK NOT FOUND   INDOT
 ME0881
 ME0881                          STATION DESCRIPTION
 ME0881
 ME0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0881'3.1 MI S FROM NEW CARLISLE.
 ME0881'ABOUT 3.1 MILES SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0881'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, ABOUT 0.75 MILE SOUTH OF
 ME0881'THE INTERSECTION OF STATE HIGHWAY 2, ABOUT 0.75 MILE NORTH OF THE
 ME0881'ST. JOSEPH-LA PORTE COUNTY LINE, AT THE JUNCTION OF THE MARSHALL
 ME0881'ROAD LEADING EAST, 23 FEET EAST OF THE CENTER LINE OF THE
 ME0881'TIMOTHY ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE MARSHALL
 ME0881'ROAD, 2 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE
 ME0881'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0881'2 FEET ABOVE THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 ME0881'POST PROJECTING 6 INCHES.
 ME0881
 ME0881                          STATION RECOVERY (1989)
 ME0881
 ME0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0881'RECOVERED IN GOOD CONDITION.
 ME0881
 ME0881                          STATION RECOVERY (2018)
 ME0881
 ME0881'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0881'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1399 ***********************************************************************
 ME1399  DESIGNATION -  P 156
 ME1399  PID         -  ME1399
 ME1399  STATE/COUNTY-  IN/JASPER
 ME1399  COUNTRY     -  US
 ME1399  USGS QUAD   -  GIFFORD (2019)
 ME1399
 ME1399                         *CURRENT SURVEY CONTROL
 ME1399  ______________________________________________________________________
 ME1399* NAD 83(1986) POSITION- 41 02 08.     (N) 087 01 36.     (W)   SCALED
 ME1399* NAVD 88 ORTHO HEIGHT -   207.339 (meters)      680.24  (feet) ADJUSTED
 ME1399  ______________________________________________________________________
 ME1399  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME1399  DYNAMIC HEIGHT  -        207.248 (meters)      679.95  (feet) COMP
 ME1399  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 ME1399
 ME1399  VERT ORDER      -  SECOND    CLASS 0
 ME1399
 ME1399.The horizontal coordinates were scaled from a map and have
 ME1399.an estimated accuracy of +/- 6 seconds.
 ME1399
 ME1399.The orthometric height was determined by differential leveling and
 ME1399.adjusted by the NATIONAL GEODETIC SURVEY
 ME1399.in June 1991.
 ME1399
 ME1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1399.GEOID18 height accuracy estimate available here.
 ME1399
 ME1399.Click photographs - Photos may exist for this station.
 ME1399
 ME1399.The dynamic height is computed by dividing the NAVD 88
 ME1399.geopotential number by the normal gravity value computed on the
 ME1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1399.degrees latitude (g = 980.6199 gals.).
 ME1399
 ME1399.The modeled gravity was interpolated from observed gravity values.
 ME1399
 ME1399;                    North         East    Units  Estimated Accuracy
 ME1399;SPC IN W     -   642,510.      904,770.      MT  (+/- 180 meters Scaled)
 ME1399
 ME1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977427(NAD 83)
 ME1399
 ME1399                          SUPERSEDED SURVEY CONTROL
 ME1399
 ME1399  NGVD 29 (??/??/92)  207.431  (m)          680.55   (f) ADJ UNCH    2 0
 ME1399
 ME1399.Superseded values are not recommended for survey control.
 ME1399
 ME1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1399.See file dsdata.pdf to determine how the superseded data were derived.
 ME1399
 ME1399_MARKER: DB = BENCH MARK DISK
 ME1399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1399_SP_SET: CULVERT HEADWALL
 ME1399_STAMPING: P 156 1946
 ME1399_MARK LOGO: CGS
 ME1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1399+STABILITY: SURFACE MOTION
 ME1399
 ME1399  HISTORY     - Date     Condition        Report By
 ME1399  HISTORY     - 1946     MONUMENTED       CGS
 ME1399  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1399  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1399
 ME1399                          STATION DESCRIPTION
 ME1399
 ME1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1399'1.1 MI S FROM NEWLAND.
 ME1399'ABOUT 1.1 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 ME1399'AT NEWLAND, ABOUT 0.5 MILE NORTH OF THE INTERSECTION WITH STATE
 ME1399'HIGHWAY 14, AT A RIGHT ANGLE TURN IN THE ROAD AND THE JUNCTION
 ME1399'WITH A DIRT ROAD LEADING EAST, IN THE TOP OF THE SOUTH END OF THE
 ME1399'EAST CONCRETE HEADWALL OF A 5-FOOT PIPE CULVERT OVER A DRAINAGE
 ME1399'DITCH, 12 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 ME1399'30 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING
 ME1399'EAST, 38 FEET SOUTH OF THE CENTER LINE OF A FARM ROAD LEADING
 ME1399'NORTHEAST FROM THE TURN, AND ABOUT LEVEL WITH THE ROAD.
 ME1399
 ME1399                          STATION RECOVERY (2005)
 ME1399
 ME1399'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1399'THE CONCRETE HEADWALL HAS BEEN DAMAGED.  NO EVIDENCE OF THE MARK WAS
 ME1399'FOUND.
 ME1399
 ME1399                          STATION RECOVERY (2012)
 ME1399
 ME1399'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1419 ***********************************************************************
 ME1419  DESIGNATION -  P 157
 ME1419  PID         -  ME1419
 ME1419  STATE/COUNTY-  IN/JASPER
 ME1419  COUNTRY     -  US
 ME1419  USGS QUAD   -  PARR (2019)
 ME1419
 ME1419                         *CURRENT SURVEY CONTROL
 ME1419  ______________________________________________________________________
 ME1419* NAD 83(1986) POSITION- 41 01 38.     (N) 087 11 57.     (W)   SCALED
 ME1419* NAVD 88 ORTHO HEIGHT -   209.273 (meters)      686.59  (feet) ADJUSTED
 ME1419  ______________________________________________________________________
 ME1419  GEOID HEIGHT    -        -33.524 (meters)                     GEOID18
 ME1419  DYNAMIC HEIGHT  -        209.183 (meters)      686.29  (feet) COMP
 ME1419  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 ME1419
 ME1419  VERT ORDER      -  SECOND    CLASS 0
 ME1419
 ME1419.The horizontal coordinates were scaled from a map and have
 ME1419.an estimated accuracy of +/- 6 seconds.
 ME1419
 ME1419.The orthometric height was determined by differential leveling and
 ME1419.adjusted by the NATIONAL GEODETIC SURVEY
 ME1419.in June 1991.
 ME1419
 ME1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1419.GEOID18 height accuracy estimate available here.
 ME1419
 ME1419.Click photographs - Photos may exist for this station.
 ME1419
 ME1419.The dynamic height is computed by dividing the NAVD 88
 ME1419.geopotential number by the normal gravity value computed on the
 ME1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1419.degrees latitude (g = 980.6199 gals.).
 ME1419
 ME1419.The modeled gravity was interpolated from observed gravity values.
 ME1419
 ME1419;                    North         East    Units  Estimated Accuracy
 ME1419;SPC IN W     -   641,590.      890,260.      MT  (+/- 180 meters Scaled)
 ME1419
 ME1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832417(NAD 83)
 ME1419
 ME1419                          SUPERSEDED SURVEY CONTROL
 ME1419
 ME1419  NGVD 29 (??/??/92)  209.359  (m)          686.87   (f) ADJ UNCH    2 0
 ME1419
 ME1419.Superseded values are not recommended for survey control.
 ME1419
 ME1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1419.See file dsdata.pdf to determine how the superseded data were derived.
 ME1419
 ME1419_MARKER: DB = BENCH MARK DISK
 ME1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1419_STAMPING: P 157 1946
 ME1419_MARK LOGO: CGS
 ME1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1419+STABILITY: SURFACE MOTION
 ME1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1419+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 ME1419
 ME1419  HISTORY     - Date     Condition        Report By
 ME1419  HISTORY     - 1946     MONUMENTED       CGS
 ME1419  HISTORY     - 20080921 GOOD             GEOCAC
 ME1419  HISTORY     - 20100310 GOOD             AEROME
 ME1419  HISTORY     - 20110505 GOOD             JCLS
 ME1419
 ME1419                          STATION DESCRIPTION
 ME1419
 ME1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1419'1 MI E FROM PARR.
 ME1419'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1419'AT PARR, AT THE JUNCTION WITH A ROAD LEADING NORTH, 32 FEET
 ME1419'NORTH OF THE CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE
 ME1419'CENTER LINE OF THE ROAD LEADING NORTH, 6 FEET EAST OF A CONCRETE
 ME1419'CORNER FENCE POST, 1 FOOT SOUTH OF A WIRE FENCE, 0.5 FOOT BELOW THE
 ME1419'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1419'5 INCHES.
 ME1419
 ME1419                          STATION RECOVERY (2008)
 ME1419
 ME1419'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1419'RECOVERED IN GOOD CONDITION.
 ME1419
 ME1419                          STATION RECOVERY (2010)
 ME1419
 ME1419'RECOVERY NOTE BY AERO METRIC INC 2010
 ME1419'RECOVERED IN GOOD CONDITION.
 ME1419
 ME1419                          STATION RECOVERY (2011)
 ME1419
 ME1419'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 ME1419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1129 ***********************************************************************
 MD1129  DESIGNATION -  P 158
 MD1129  PID         -  MD1129
 MD1129  STATE/COUNTY-  IN/KOSCIUSKO
 MD1129  COUNTRY     -  US
 MD1129  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1129
 MD1129                         *CURRENT SURVEY CONTROL
 MD1129  ______________________________________________________________________
 MD1129* NAD 83(1986) POSITION- 41 18 58.     (N) 085 41 32.     (W)   SCALED
 MD1129* NAVD 88 ORTHO HEIGHT -   260.042 (meters)      853.15  (feet) ADJUSTED
 MD1129  ______________________________________________________________________
 MD1129  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 MD1129  DYNAMIC HEIGHT  -        259.934 (meters)      852.80  (feet) COMP
 MD1129  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 MD1129
 MD1129  VERT ORDER      -  SECOND    CLASS 0
 MD1129
 MD1129.The horizontal coordinates were scaled from a map and have
 MD1129.an estimated accuracy of +/- 6 seconds.
 MD1129
 MD1129.The orthometric height was determined by differential leveling and
 MD1129.adjusted by the NATIONAL GEODETIC SURVEY
 MD1129.in June 1991.
 MD1129
 MD1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1129.GEOID18 height accuracy estimate available here.
 MD1129
 MD1129.Click photographs - Photos may exist for this station.
 MD1129
 MD1129.The dynamic height is computed by dividing the NAVD 88
 MD1129.geopotential number by the normal gravity value computed on the
 MD1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1129.degrees latitude (g = 980.6199 gals.).
 MD1129
 MD1129.The modeled gravity was interpolated from observed gravity values.
 MD1129
 MD1129;                    North         East    Units  Estimated Accuracy
 MD1129;SPC IN E     -   673,660.       97,860.      MT  (+/- 180 meters Scaled)
 MD1129
 MD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL094746(NAD 83)
 MD1129
 MD1129                          SUPERSEDED SURVEY CONTROL
 MD1129
 MD1129  NGVD 29 (??/??/92)  260.168  (m)          853.57   (f) ADJ UNCH    2 0
 MD1129
 MD1129.Superseded values are not recommended for survey control.
 MD1129
 MD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1129.See file dsdata.pdf to determine how the superseded data were derived.
 MD1129
 MD1129_MARKER: DB = BENCH MARK DISK
 MD1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1129_SP_SET: ABUTMENT
 MD1129_STAMPING: P 158 1946
 MD1129_MARK LOGO: CGS
 MD1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1129
 MD1129  HISTORY     - Date     Condition        Report By
 MD1129  HISTORY     - 1946     MONUMENTED       CGS
 MD1129  HISTORY     - 1969     GOOD             CGS
 MD1129  HISTORY     - 1983     GOOD             USACE
 MD1129  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1129
 MD1129                          STATION DESCRIPTION
 MD1129
 MD1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1129'0.7 MI S FROM NORTH WEBSTER.
 MD1129'0.7 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1129'NORTH WEBSTER, ABOUT 0.5 MILE NORTH OF A PAVED ROAD CROSSING,
 MD1129'ABOUT 40 YARDS NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 MD1129'NORTHEAST, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST
 MD1129'CONCRETE ABUTMENT OF A 53 FOOT CONCRETE BRIDGE OVER TIPPECANOE
 MD1129'RIVER, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 MD1129'LEVEL WITH THE HIGHWAY, AND SET IN A DRILL HOLE.  STEEL WITNESS
 MD1129'POST PLACED WITHIN 5 FT OF BRONZE DISK.
 MD1129
 MD1129                          STATION RECOVERY (1983)
 MD1129
 MD1129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1129'THE ABUTMENT IS CRUMBLING AWAY.
 MD1129
 MD1129                          STATION RECOVERY (1997)
 MD1129
 MD1129'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1453 ***********************************************************************
 MD1453  DESIGNATION -  P 158 RESET
 MD1453  PID         -  MD1453
 MD1453  STATE/COUNTY-  IN/KOSCIUSKO
 MD1453  COUNTRY     -  US
 MD1453  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1453
 MD1453                         *CURRENT SURVEY CONTROL
 MD1453  ______________________________________________________________________
 MD1453* NAD 83(1986) POSITION- 41 18 58.     (N) 085 41 32.     (W)   SCALED
 MD1453* NAVD 88 ORTHO HEIGHT -   262.71  (meters)      861.9   (feet) RESET
 MD1453  ______________________________________________________________________
 MD1453  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 MD1453  VERT ORDER      -  THIRD
 MD1453
 MD1453.The horizontal coordinates were scaled from a map and have
 MD1453.an estimated accuracy of +/- 6 seconds.
 MD1453
 MD1453.The orthometric height was computed from unverified reset data.
 MD1453
 MD1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1453.GEOID18 height accuracy estimate available here.
 MD1453
 MD1453.Click photographs - Photos may exist for this station.
 MD1453
 MD1453;                    North         East    Units  Estimated Accuracy
 MD1453;SPC IN E     -   673,660.       97,860.      MT  (+/- 180 meters Scaled)
 MD1453
 MD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL094746(NAD 83)
 MD1453
 MD1453                          SUPERSEDED SURVEY CONTROL
 MD1453
 MD1453  NGVD 29 (08/22/16)  262.84   (m)          862.3    (f) RESET       3  
 MD1453
 MD1453.Superseded values are not recommended for survey control.
 MD1453
 MD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1453.See file dsdata.pdf to determine how the superseded data were derived.
 MD1453
 MD1453_MARKER: DV = VERTICAL CONTROL DISK
 MD1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1453_STAMPING: P 158 RESET 1983
 MD1453_MARK LOGO: NGS
 MD1453_PROJECTION: FLUSH
 MD1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1453+STABILITY: SURFACE MOTION
 MD1453
 MD1453  HISTORY     - Date     Condition        Report By
 MD1453  HISTORY     - 1983     MONUMENTED       NGS
 MD1453  HISTORY     - 19970626 GOOD             USPSQD
 MD1453
 MD1453                          STATION DESCRIPTION
 MD1453
 MD1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MD1453'0.75 MI SOUTH FROM WEBSTER.
 MD1453'0.75 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT THE
 MD1453'NORTH WEBSTER, ABOUT 0.05 MILE NORTH OF A PAVED SIDE ROAD RIGHT,
 MD1453'NORTHEAST, 19.7 METERS (64.6 FEET) EAST OF THE CENTERLINE OF HIGHWAY
 MD1453'13, AND 1.9 METERS (6.0 FEET) NORTH-NORTHWEST OF THE EAST ONE OF
 MD1453'FOUR SUPPORT POLES FOR A BILLBOARD SIGN, AT THE PROPERTY OF MR.
 MD1453'R.L. MORGAN, WHO LIVES JUST WEST OF BENCH MARK, AT BOX 7L, NORTH
 MD1453'WEBSTER, IN.
 MD1453
 MD1453                          STATION RECOVERY (1997)
 MD1453
 MD1453'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1138 ***********************************************************************
 MD1138  DESIGNATION -  P 159
 MD1138  PID         -  MD1138
 MD1138  STATE/COUNTY-  IN/KOSCIUSKO
 MD1138  COUNTRY     -  US
 MD1138  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1138
 MD1138                         *CURRENT SURVEY CONTROL
 MD1138  ______________________________________________________________________
 MD1138* NAD 83(1986) POSITION- 41 24 28.     (N) 085 44 43.     (W)   SCALED
 MD1138* NAVD 88 ORTHO HEIGHT -   262.659 (meters)      861.74  (feet) ADJUSTED
 MD1138  ______________________________________________________________________
 MD1138  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 MD1138  DYNAMIC HEIGHT  -        262.551 (meters)      861.39  (feet) COMP
 MD1138  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 MD1138
 MD1138  VERT ORDER      -  SECOND    CLASS 0
 MD1138
 MD1138.The horizontal coordinates were scaled from a map and have
 MD1138.an estimated accuracy of +/- 6 seconds.
 MD1138
 MD1138.The orthometric height was determined by differential leveling and
 MD1138.adjusted by the NATIONAL GEODETIC SURVEY
 MD1138.in June 1991.
 MD1138
 MD1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1138.GEOID18 height accuracy estimate available here.
 MD1138
 MD1138.Click photographs - Photos may exist for this station.
 MD1138
 MD1138.The dynamic height is computed by dividing the NAVD 88
 MD1138.geopotential number by the normal gravity value computed on the
 MD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1138.degrees latitude (g = 980.6199 gals.).
 MD1138
 MD1138.The modeled gravity was interpolated from observed gravity values.
 MD1138
 MD1138;                    North         East    Units  Estimated Accuracy
 MD1138;SPC IN E     -   683,850.       93,430.      MT  (+/- 180 meters Scaled)
 MD1138
 MD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL048847(NAD 83)
 MD1138
 MD1138                          SUPERSEDED SURVEY CONTROL
 MD1138
 MD1138  NGVD 29 (??/??/92)  262.785  (m)          862.15   (f) ADJ UNCH    2 0
 MD1138
 MD1138.Superseded values are not recommended for survey control.
 MD1138
 MD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1138.See file dsdata.pdf to determine how the superseded data were derived.
 MD1138
 MD1138_MARKER: DB = BENCH MARK DISK
 MD1138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1138_SP_SET: ABUTMENT
 MD1138_STAMPING: P 159 1946
 MD1138_MARK LOGO: CGS
 MD1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1138
 MD1138  HISTORY     - Date     Condition        Report By
 MD1138  HISTORY     - 1946     MONUMENTED       CGS
 MD1138  HISTORY     - 1969     GOOD             CGS
 MD1138  HISTORY     - 1973     GOOD             BRADY
 MD1138
 MD1138                          STATION DESCRIPTION
 MD1138
 MD1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1138'1 MI S FROM SYRACUSE.
 MD1138'1.0 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE BALTIMORE AND
 MD1138'OHIO RAILROAD STATION AT SYRACUSE, AT A CROSS ROAD (1200 NORTH),
 MD1138'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 MD1138'A 16 INCH PIPE CULVERT UNDER THE EAST-WEST ROAD, 55 FEET EAST OF
 MD1138'THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTERLINE
 MD1138'OF THE EAST-WEST ROAD, ABOUT LEVEL WITH THE HIGHWAY, 1 FOOT
 MD1138'NORTH OF A STEEL WITNESS POST, AND SET IN A DRILL HOLE.
 MD1138
 MD1138                          STATION RECOVERY (1973)
 MD1138
 MD1138'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 MD1138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1250 ***********************************************************************
 LB1250  DESIGNATION -  P 16
 LB1250  PID         -  LB1250
 LB1250  STATE/COUNTY-  IN/NEWTON
 LB1250  COUNTRY     -  US
 LB1250  USGS QUAD   -  KENTLAND (2019)
 LB1250
 LB1250                         *CURRENT SURVEY CONTROL
 LB1250  ______________________________________________________________________
 LB1250* NAD 83(1986) POSITION- 40 46 02.     (N) 087 27 00.     (W)   SCALED
 LB1250* NAVD 88 ORTHO HEIGHT -   207.621 (meters)      681.17  (feet) ADJUSTED
 LB1250  ______________________________________________________________________
 LB1250  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 LB1250  DYNAMIC HEIGHT  -        207.527 (meters)      680.86  (feet) COMP
 LB1250  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 LB1250
 LB1250  VERT ORDER      -  FIRST     CLASS II
 LB1250
 LB1250.The horizontal coordinates were scaled from a map and have
 LB1250.an estimated accuracy of +/- 6 seconds.
 LB1250
 LB1250.The orthometric height was determined by differential leveling and
 LB1250.adjusted by the NATIONAL GEODETIC SURVEY
 LB1250.in June 1991.
 LB1250
 LB1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1250.GEOID18 height accuracy estimate available here.
 LB1250
 LB1250.Click photographs - Photos may exist for this station.
 LB1250
 LB1250.The dynamic height is computed by dividing the NAVD 88
 LB1250.geopotential number by the normal gravity value computed on the
 LB1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1250.degrees latitude (g = 980.6199 gals.).
 LB1250
 LB1250.The modeled gravity was interpolated from observed gravity values.
 LB1250
 LB1250;                    North         East    Units  Estimated Accuracy
 LB1250;SPC IN W     -   612,770.      869,040.      MT  (+/- 180 meters Scaled)
 LB1250
 LB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620130(NAD 83)
 LB1250
 LB1250                          SUPERSEDED SURVEY CONTROL
 LB1250
 LB1250  NGVD 29 (??/??/92)  207.683  (m)          681.37   (f) ADJ UNCH    1 2
 LB1250
 LB1250.Superseded values are not recommended for survey control.
 LB1250
 LB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1250.See file dsdata.pdf to determine how the superseded data were derived.
 LB1250
 LB1250_MARKER: DB = BENCH MARK DISK
 LB1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1250_STAMPING: P 16 1934
 LB1250_MARK LOGO: CGS
 LB1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1250+STABILITY: SURFACE MOTION
 LB1250
 LB1250  HISTORY     - Date     Condition        Report By
 LB1250  HISTORY     - 1934     MONUMENTED       CGS
 LB1250  HISTORY     - 1946     GOOD             CGS
 LB1250  HISTORY     - 20101022 MARK NOT FOUND   FARNGP
 LB1250  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1250
 LB1250                          STATION DESCRIPTION
 LB1250
 LB1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1250'AT KENTLAND.
 LB1250'AT KENTLAND, NEWTON COUNTY, 0.3 MILE SOUTH OF THE NEW YORK CENTRAL
 LB1250'RAILROAD STATION, 80 YARDS SOUTH OF THE JUNCTION WITH THE
 LB1250'PENNSYLVANIA RAILROAD, 75 YARDS SOUTH OF SIGNAL TOWER KN, AT A
 LB1250'DIRT-ROAD CROSSING, 66 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 LB1250'ROAD, 20 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK,
 LB1250'AND ABOUT ONE FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LB1250'P 16 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THAT THE
 LB1250'MARK IS SLIGHTLY UNSTABLE AND THE CONCRETE ON TOP OF THE POST HAS
 LB1250'BEEN CHIPPED AWAY FROM ONE SIDE OF THE DISK, HOWEVER, IT APPEARS
 LB1250'TO BE IN FAIR CONDITION.
 LB1250
 LB1250                          STATION RECOVERY (2010)
 LB1250
 LB1250'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (KDV)
 LB1250'RAIL ROAD TRACKS ARE GONE
 LB1250
 LB1250                          STATION RECOVERY (2018)
 LB1250
 LB1250'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1250'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1346 ***********************************************************************
 MD1346  DESIGNATION -  P 160
 MD1346  PID         -  MD1346
 MD1346  STATE/COUNTY-  IN/ELKHART
 MD1346  COUNTRY     -  US
 MD1346  USGS QUAD   -  GOSHEN (2019)
 MD1346
 MD1346                         *CURRENT SURVEY CONTROL
 MD1346  ______________________________________________________________________
 MD1346* NAD 83(1986) POSITION- 41 33 05.     (N) 085 49 32.     (W)   SCALED
 MD1346* NAVD 88 ORTHO HEIGHT -   246.767 (meters)      809.60  (feet) ADJUSTED
 MD1346  ______________________________________________________________________
 MD1346  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 MD1346  DYNAMIC HEIGHT  -        246.669 (meters)      809.28  (feet) COMP
 MD1346  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 MD1346
 MD1346  VERT ORDER      -  FIRST     CLASS II
 MD1346
 MD1346.The horizontal coordinates were scaled from a map and have
 MD1346.an estimated accuracy of +/- 6 seconds.
 MD1346
 MD1346.The orthometric height was determined by differential leveling and
 MD1346.adjusted by the NATIONAL GEODETIC SURVEY
 MD1346.in June 1991.
 MD1346
 MD1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1346.GEOID18 height accuracy estimate available here.
 MD1346
 MD1346.Click photographs - Photos may exist for this station.
 MD1346
 MD1346.The dynamic height is computed by dividing the NAVD 88
 MD1346.geopotential number by the normal gravity value computed on the
 MD1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1346.degrees latitude (g = 980.6199 gals.).
 MD1346
 MD1346.The modeled gravity was interpolated from observed gravity values.
 MD1346
 MD1346;                    North         East    Units  Estimated Accuracy
 MD1346;SPC IN E     -   699,810.       86,740.      MT  (+/- 180 meters Scaled)
 MD1346
 MD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM979006(NAD 83)
 MD1346
 MD1346                          SUPERSEDED SURVEY CONTROL
 MD1346
 MD1346  NGVD 29 (??/??/92)  246.889  (m)          810.00   (f) ADJ UNCH    1 2
 MD1346
 MD1346.Superseded values are not recommended for survey control.
 MD1346
 MD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1346.See file dsdata.pdf to determine how the superseded data were derived.
 MD1346
 MD1346_MARKER: DB = BENCH MARK DISK
 MD1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1346_STAMPING: P 160 1946
 MD1346_MARK LOGO: CGS
 MD1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1346+STABILITY: SURFACE MOTION
 MD1346
 MD1346  HISTORY     - Date     Condition        Report By
 MD1346  HISTORY     - 1946     MONUMENTED       CGS
 MD1346  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1346  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1346
 MD1346                          STATION DESCRIPTION
 MD1346
 MD1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1346'2.4 MI S FROM GOSHEN.
 MD1346'ABOUT 2.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1346'THE 9TH STREET TOWER AT GOSHEN, AT A PAVED ROAD CROSSING, 44
 MD1346'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 40 FEET SOUTH
 MD1346'OF POLE NO. 57/33, 28.5 FEET EAST OF THE EAST RAIL, 1 FOOT WEST
 MD1346'OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 MD1346'POST, ABOUT 1 FOOT ABOVE THE TRACK, AND SET IN THE TOP OF A
 MD1346'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 MD1346
 MD1346                          STATION RECOVERY (1993)
 MD1346
 MD1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1346'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1346
 MD1346                          STATION RECOVERY (2018)
 MD1346
 MD1346'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1346'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1072 ***********************************************************************
 MD1072  DESIGNATION -  P 161
 MD1072  PID         -  MD1072
 MD1072  STATE/COUNTY-  IN/NOBLE
 MD1072  COUNTRY     -  US
 MD1072  USGS QUAD   -  LIGONIER (2019)
 MD1072
 MD1072                         *CURRENT SURVEY CONTROL
 MD1072  ______________________________________________________________________
 MD1072* NAD 83(1986) POSITION- 41 27 54.     (N) 085 35 16.     (W)   SCALED
 MD1072* NAVD 88 ORTHO HEIGHT -   268.224 (meters)      880.00  (feet) ADJUSTED
 MD1072  ______________________________________________________________________
 MD1072  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 MD1072  DYNAMIC HEIGHT  -        268.113 (meters)      879.63  (feet) COMP
 MD1072  MODELED GRAVITY -    980,204.9   (mgal)                       NAVD 88
 MD1072
 MD1072  VERT ORDER      -  SECOND    CLASS 0
 MD1072
 MD1072.The horizontal coordinates were scaled from a map and have
 MD1072.an estimated accuracy of +/- 6 seconds.
 MD1072
 MD1072.The orthometric height was determined by differential leveling and
 MD1072.adjusted by the NATIONAL GEODETIC SURVEY
 MD1072.in June 1991.
 MD1072
 MD1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1072.GEOID18 height accuracy estimate available here.
 MD1072
 MD1072.Click photographs - Photos may exist for this station.
 MD1072
 MD1072.The dynamic height is computed by dividing the NAVD 88
 MD1072.geopotential number by the normal gravity value computed on the
 MD1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1072.degrees latitude (g = 980.6199 gals.).
 MD1072
 MD1072.The modeled gravity was interpolated from observed gravity values.
 MD1072
 MD1072;                    North         East    Units  Estimated Accuracy
 MD1072;SPC IN E     -   690,200.      106,590.      MT  (+/- 180 meters Scaled)
 MD1072
 MD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179913(NAD 83)
 MD1072
 MD1072                          SUPERSEDED SURVEY CONTROL
 MD1072
 MD1072  NGVD 29 (??/??/92)  268.351  (m)          880.41   (f) ADJ UNCH    2 0
 MD1072
 MD1072.Superseded values are not recommended for survey control.
 MD1072
 MD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1072.See file dsdata.pdf to determine how the superseded data were derived.
 MD1072
 MD1072_MARKER: DB = BENCH MARK DISK
 MD1072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1072_SP_SET: STEP
 MD1072_STAMPING: P 161 1946
 MD1072_MARK LOGO: CGS
 MD1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1072+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2018
 MD1072
 MD1072  HISTORY     - Date     Condition        Report By
 MD1072  HISTORY     - 1946     MONUMENTED       CGS
 MD1072  HISTORY     - 1961     GOOD             CGS
 MD1072  HISTORY     - 1987     GOOD             LOCSUR
 MD1072  HISTORY     - 20111108 GOOD             FARNGP
 MD1072  HISTORY     - 20180207 GOOD             INDOT
 MD1072
 MD1072                          STATION DESCRIPTION
 MD1072
 MD1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1072'AT LIGONIER.
 MD1072'AT LIGONIER, AT THE SOUTHEAST CORNER OF THE POST OFFICE, SET IN
 MD1072'THE TOP OF THE NORTH END OF THE TOP STEP OF A STAIRWAY TO THE
 MD1072'BASEMENT, 0.5 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 MD1072'ABOUT LEVEL WITH THE CONCRETE PARKING LOT, AND SET IN A DRILL
 MD1072'HOLE.
 MD1072
 MD1072                          STATION RECOVERY (1961)
 MD1072
 MD1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1072'RECOVERED IN GOOD CONDITION.
 MD1072
 MD1072                          STATION RECOVERY (1987)
 MD1072
 MD1072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CM)
 MD1072'RECOVERED IN GOOD CONDITION.
 MD1072
 MD1072                          STATION RECOVERY (2011)
 MD1072
 MD1072'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (BRD)
 MD1072'RECOVERED AS DESCRIBED
 MD1072
 MD1072                          STATION RECOVERY (2018)
 MD1072
 MD1072'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1072'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7859 ***********************************************************************
 DR7859  DESIGNATION -  P 161 RESET
 DR7859  PID         -  DR7859
 DR7859  STATE/COUNTY-  IN/NOBLE
 DR7859  COUNTRY     -  US
 DR7859  USGS QUAD   -  LIGONIER (2019)
 DR7859
 DR7859                         *CURRENT SURVEY CONTROL
 DR7859  ______________________________________________________________________
 DR7859* NAD 83(2011) POSITION- 41 27 59.94969(N) 085 35 16.10870(W)   ADJUSTED
 DR7859* NAD 83(2011) ELLIP HT-   233.119 (meters)        (09/21/23)   ADJUSTED
 DR7859* NAD 83(2011) EPOCH   -  2010.00
 DR7859* NAVD 88 ORTHO HEIGHT -   266.50  (meters)      874.3   (feet) RESET
 DR7859  ______________________________________________________________________
 DR7859  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 DR7859  NAD 83(2011) X  -    368,239.302 (meters)                     COMP
 DR7859  NAD 83(2011) Y  - -4,772,420.504 (meters)                     COMP
 DR7859  NAD 83(2011) Z  -  4,201,552.034 (meters)                     COMP
 DR7859  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 DR7859  VERT ORDER      -  THIRD
 DR7859
 DR7859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7859  Standards:
 DR7859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7859  -------------------------------------------------------------------
 DR7859  NETWORK    0.47   0.86           0.20   0.18   0.44      0.02068619
 DR7859  -------------------------------------------------------------------
 DR7859  Click here for local accuracies and other accuracy information.
 DR7859
 DR7859.The horizontal coordinates were established by GPS observations
 DR7859.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7859
 DR7859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7859.been affixed to the stable North American tectonic plate. See 
 DR7859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7859
 DR7859.The horizontal coordinates are valid at the epoch date displayed above
 DR7859.which is a decimal equivalence of Year/Month/Day.
 DR7859
 DR7859.The orthometric height was computed from unverified reset data.
 DR7859
 DR7859.No vertical observational check was made to the station.
 DR7859
 DR7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7859.GEOID18 height accuracy estimate available here.
 DR7859
 DR7859.Click photographs - Photos may exist for this station.
 DR7859
 DR7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7859
 DR7859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7859
 DR7859.The ellipsoidal height was determined by GPS observations
 DR7859.and is referenced to NAD 83.
 DR7859
 DR7859. The following values were computed from the NAD 83(2011) position.
 DR7859
 DR7859;                    North         East     Units Scale Factor Converg.
 DR7859;SPC IN E     -   690,385.182   106,587.556   MT  0.99996720   +0 03 08.0
 DR7859;SPC IN E     - 2,265,038.72    349,696.01   sFT  0.99996720   +0 03 08.0
 DR7859;UTM  16      - 4,591,524.500   617,927.396   MT  0.99977114   +0 56 06.9
 DR7859
 DR7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7859!SPC IN E     -   0.99996344  x   0.99996720  =   0.99993064
 DR7859!UTM  16      -   0.99996344  x   0.99977114  =   0.99973458
 DR7859
 DR7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1792791524(NAD 83)
 DR7859
 DR7859                          SUPERSEDED SURVEY CONTROL
 DR7859
 DR7859.No superseded survey control is available for this station.
 DR7859
 DR7859_MARKER: F = FLANGE-ENCASED ROD
 DR7859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7859_STAMPING: P 161 RESET 2018
 DR7859_MARK LOGO: INDOT
 DR7859_PROJECTION: RECESSED 9 CENTIMETERS
 DR7859_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7859+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 DR7859_ROD/PIPE-DEPTH: 37.7 meters
 DR7859_SLEEVE-DEPTH  : 0.9 meters
 DR7859
 DR7859  HISTORY     - Date     Condition        Report By
 DR7859  HISTORY     - 20180314 MONUMENTED       INDOT
 DR7859
 DR7859                          STATION DESCRIPTION
 DR7859
 DR7859'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 DR7859'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF WAWASEE,
 DR7859'5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF TOPEKA AND IN THE TOWN OF LIGONIER,
 DR7859'IN.  SET ON STATE RIGHT-OF-WAY.
 DR7859'
 DR7859'TO REACH FROM THE INTERSECTION OF US HIGHWAY 6 AND STATE ROAD 5,
 DR7859'TRAVEL NORTH 1.03 MI (1.66 KM) ALONG SAID STATE ROAD 5 TO THE STATION
 DR7859'ON THE LEFT (WEST) SIDE OF THE ROAD AT PETTIT PARK, LIGONIER.
 DR7859'
 DR7859'THE STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY EVEN WITH THE
 DR7859'LEVEL OF THE SIDEWALK.  IT IS LOCATED 49 FT (14.9 M) WEST OF THE
 DR7859'CENTERLINE OF STATE ROAD 5, 33 FT (10.1 M) NORTH OF THE PARK ENTRANCE
 DR7859'CENTERLINE BETWEEN TWO STATE OF INDIANA RIGHT-OF-WAY MARKERS, 68.4 FT
 DR7859'(20.8 M) SOUTH OF THE SOUTH FACE OF A CONCRETE LIGHT POLE, 48.1 FT
 DR7859'(14.7 M) NORTH OF THE NORTHWEST FACE OF THE WEST PARK SIGN POST AND
 DR7859'18.2 FT (5.5 M) EAST OF A WATER VALVE.  NOTES -- (1) ACCESS TO DATUM
 DR7859'THROUGH A 6-INCH (15 CM) LOGO CAP. (2) P 161 RESET WAS SET TO
 DR7859'FACILITATE CLEAR SKY GPS OBSERVATIONS. (3) P 161 IS NOT SCHEDULED TO
 DR7859'BE REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0690 ***********************************************************************
 MD0690  DESIGNATION -  P 162
 MD0690  PID         -  MD0690
 MD0690  STATE/COUNTY-  IN/DE KALB
 MD0690  COUNTRY     -  US
 MD0690  USGS QUAD   -  WATERLOO (2019)
 MD0690
 MD0690                         *CURRENT SURVEY CONTROL
 MD0690  ______________________________________________________________________
 MD0690* NAD 83(1997) POSITION- 41 22 52.49194(N) 085 03 36.97497(W)   ADJUSTED
 MD0690* NAVD 88 ORTHO HEIGHT -   267.611 (meters)      877.99  (feet) ADJUSTED
 MD0690  ______________________________________________________________________
 MD0690  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 MD0690  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MD0690  DYNAMIC HEIGHT  -        267.504 (meters)      877.64  (feet) COMP
 MD0690  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 MD0690
 MD0690  HORZ ORDER      -  SECOND
 MD0690  VERT ORDER      -  SECOND    CLASS 0
 MD0690
 MD0690.The horizontal coordinates were established by classical geodetic methods
 MD0690.and adjusted by the National Geodetic Survey in May 1999.
 MD0690
 MD0690.The orthometric height was determined by differential leveling and
 MD0690.adjusted by the NATIONAL GEODETIC SURVEY
 MD0690.in June 1991.
 MD0690
 MD0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0690.GEOID18 height accuracy estimate available here.
 MD0690
 MD0690.Click photographs - Photos may exist for this station.
 MD0690
 MD0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0690
 MD0690.The dynamic height is computed by dividing the NAVD 88
 MD0690.geopotential number by the normal gravity value computed on the
 MD0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0690.degrees latitude (g = 980.6199 gals.).
 MD0690
 MD0690.The modeled gravity was interpolated from observed gravity values.
 MD0690
 MD0690. The following values were computed from the NAD 83(1997) position.
 MD0690
 MD0690;                    North         East     Units Scale Factor Converg.
 MD0690;SPC IN E     -   681,074.687   150,722.544   MT  0.99999832   +0 24 03.2
 MD0690;SPC IN E     - 2,234,492.54    494,495.55   sFT  0.99999832   +0 24 03.2
 MD0690;UTM  16      - 4,582,895.927   662,194.534   MT  0.99992376   +1 16 57.2
 MD0690
 MD0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0690!SPC IN E     -   0.99996323  x   0.99999832  =   0.99996155
 MD0690!UTM  16      -   0.99996323  x   0.99992376  =   0.99988699
 MD0690
 MD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6219482895(NAD 83)
 MD0690
 MD0690                          SUPERSEDED SURVEY CONTROL
 MD0690
 MD0690  NAD 83(1995)-  41 22 52.49221(N)    085 03 36.97791(W) AD(       ) 2
 MD0690  NAD 83(1986)-  41 22 52.49286(N)    085 03 36.98855(W) AD(       ) 2
 MD0690  NAD 27      -  41 22 52.31450(N)    085 03 37.10310(W) AD(       ) 2
 MD0690  NGVD 29 (??/??/92)  267.759  (m)          878.47   (f) ADJ UNCH    2 0
 MD0690  NGVD 29             267.76   (m)          878.5    (f) LEVELING    3  
 MD0690
 MD0690.Superseded values are not recommended for survey control.
 MD0690
 MD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0690.See file dsdata.pdf to determine how the superseded data were derived.
 MD0690
 MD0690_MARKER: DB = BENCH MARK DISK
 MD0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0690_SP_SET: HANGAR DOOR FOUNDATION
 MD0690_STAMPING: P 162 1946
 MD0690_MARK LOGO: CGS
 MD0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0690
 MD0690  HISTORY     - Date     Condition        Report By
 MD0690  HISTORY     - 1947     MONUMENTED       CGS
 MD0690  HISTORY     - 1961     GOOD             CGS
 MD0690  HISTORY     - 1963     GOOD             CGS
 MD0690
 MD0690                          STATION DESCRIPTION
 MD0690
 MD0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0690'THIS IS A TRAVERSE STATION.
 MD0690'
 MD0690'STATION IS LOCATED IN THE NORTH END OF AUBURN ON THE AUBURN AIRPORT.
 MD0690'IT IS IN THE CONCRETE
 MD0690'DOOR SUPPORT OF THE MAIN HANGAR AND 13 FEET NORTH OF THE NORTHWEST
 MD0690'CORNER OF THE HANGAR.  IT IS A
 MD0690'STANDARD USC AND GS BM DISK SET IN A DRILL HOLE ON TOP OF THE
 MD0690'CONCRETE AND STAMPED P 162 1946.  A
 MD0690'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AUBURN
 MD0690'AND THE DISTANCE WAS FOUND TO BE 35.99 FEET
 MD0690'(10.970 METERS).
 MD0690'
 MD0690'TO REACH THE STATION FROM THE COURTHOUSE IN AUBURN GO WEST ON WEST
 MD0690'SEVENTH STREET FOR 0.35 MILE TO
 MD0690'NORTH INDIANA STREET, TURN RIGHT ON NORTH INDIANA STREET AND GO ONE
 MD0690'MILE TO THE ENTRANCE TO THE AIRPORT,
 MD0690'TURN RIGHT AND GO 0.1 MILE TO THE MAIN HANGAR AND STATION.
 MD0690
 MD0690                          STATION RECOVERY (1961)
 MD0690
 MD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD0690'1 MI N FROM AUBURN.
 MD0690'ABOUT 0.3 MILE W ALONG NOS. 8 INDIANA AND 27 U.S. HIGHWAYS FROM
 MD0690'THE NW CORNER OF THE COURTHOUSE IN AUBURN, THENCE 1.0 MILES
 MD0690'N ALONG INDIANA AVENUE AND ITS EXTENSION (ASHLEY ROAD), THENCE
 MD0690'ABOUT 0.15 MILE E TO THE AUBURN AIRPORT HANGAR AND THE MARK
 MD0690'IN THE CONCRETE FOUNDATION OF THE N STOP OF THE W SLIDING BIG
 MD0690'DOORS OF THE HANGAR, ABOUT A FOOT ABOVE GROUND IN THE TOP OF
 MD0690'THE CONCRETE BLOCK.
 MD0690
 MD0690                          STATION RECOVERY (1963)
 MD0690
 MD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0690'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 MD0690'EXCEPT THAT THE DISTANCE TO
 MD0690'TRIANGULATION STATION AUBURN WAS MEASURED 0.03 FOOT OR 0.009 METER
 MD0690'LESS THAN THE ORIGINAL.
 MD0690'
 MD0690'ABOUT 0.3 MILE W ALONG W. 7TH STREET OR NO. 8 INDIANA HWY. FROM THE
 MD0690'NW CORNER OF THE COURTHOUSE
 MD0690'SQUARE IN AUBURN, THENCE 1.0 MILES N ALONG INDIANA AVENUE AND ITS
 MD0690'EXTENSION ASHLEY ROAD, THENCE 0.15
 MD0690'MILE EASTERLY TO MUNICIPAL AIRPORT HANGAR AND THE STATION, 35.96 FEET
 MD0690'OR 10.961 METERS AS MEASURED BY THE
 MD0690'UNDERSIGNED IN AZIMUTH 64 DEG. 18 MIN. 59.2 SEC. AS LISTED IN
 MD0690'ORIGINAL DATA SHEET FROM TRIANGULATION STATION AUBURN,
 MD0690'13 FEET N OF NW CORNER OF THE MAIN
 MD0690'HANGAR, A STANDARD BENCH MARK DISK IS STAMPED P 162 1946 AND
 MD0690'CEMENTED IN A DRILL HOLE IN TOP OF
 MD0690'THE CONCRETE FOUNDATION SUPPORTING THE SLIDING DOORS OF THE HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0757 ***********************************************************************
 MD0757  DESIGNATION -  P 163
 MD0757  PID         -  MD0757
 MD0757  STATE/COUNTY-  IN/NOBLE
 MD0757  COUNTRY     -  US
 MD0757  USGS QUAD   -  KENDALLVILLE (2019)
 MD0757
 MD0757                         *CURRENT SURVEY CONTROL
 MD0757  ______________________________________________________________________
 MD0757* NAD 83(1986) POSITION- 41 27 08.     (N) 085 17 03.     (W)   SCALED
 MD0757* NAVD 88 ORTHO HEIGHT -   293.232 (meters)      962.05  (feet) ADJUSTED
 MD0757  ______________________________________________________________________
 MD0757  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 MD0757  DYNAMIC HEIGHT  -        293.115 (meters)      961.66  (feet) COMP
 MD0757  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 MD0757
 MD0757  VERT ORDER      -  SECOND    CLASS 0
 MD0757
 MD0757.The horizontal coordinates were scaled from a map and have
 MD0757.an estimated accuracy of +/- 6 seconds.
 MD0757
 MD0757.The orthometric height was determined by differential leveling and
 MD0757.adjusted by the NATIONAL GEODETIC SURVEY
 MD0757.in June 1991.
 MD0757
 MD0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0757.GEOID18 height accuracy estimate available here.
 MD0757
 MD0757.Click photographs - Photos may exist for this station.
 MD0757
 MD0757.The dynamic height is computed by dividing the NAVD 88
 MD0757.geopotential number by the normal gravity value computed on the
 MD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0757.degrees latitude (g = 980.6199 gals.).
 MD0757
 MD0757.The modeled gravity was interpolated from observed gravity values.
 MD0757
 MD0757;                    North         East    Units  Estimated Accuracy
 MD0757;SPC IN E     -   688,850.      131,960.      MT  (+/- 180 meters Scaled)
 MD0757
 MD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL433903(NAD 83)
 MD0757
 MD0757                          SUPERSEDED SURVEY CONTROL
 MD0757
 MD0757  NGVD 29 (??/??/92)  293.368  (m)          962.49   (f) ADJ UNCH    2 0
 MD0757
 MD0757.Superseded values are not recommended for survey control.
 MD0757
 MD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0757.See file dsdata.pdf to determine how the superseded data were derived.
 MD0757
 MD0757_MARKER: DB = BENCH MARK DISK
 MD0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0757_SP_SET: ABUTMENT
 MD0757_STAMPING: P 163 1946
 MD0757_MARK LOGO: CGS
 MD0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0757
 MD0757  HISTORY     - Date     Condition        Report By
 MD0757  HISTORY     - 1946     MONUMENTED       CGS
 MD0757  HISTORY     - 1962     MARK NOT FOUND   CGS
 MD0757  HISTORY     - 20191011 MARK NOT FOUND   INDOT
 MD0757
 MD0757                          STATION DESCRIPTION
 MD0757
 MD0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0757'0.9 MI W FROM KENDALLVILLE.
 MD0757'0.9 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0757'HIGHWAY 3 AT KENDALLVILLE, NOBLE COUNTY, SET IN THE TOP OF THE
 MD0757'NORTH END OF THE EAST ABUTMENT OF A 28 FOOT CONCRETE BRIDGE, 11
 MD0757'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 MD0757'CONCRETE BANISTER.  NOTE-- THE PRESENT BRIDGE IS SKEWED ABOUT
 MD0757'THIRTY DEGREES FROM NORMAL TO THE HWY. CENTER LINE AND THE SPAN
 MD0757'MEASURED PARALLEL TO THE HWY. IS 32 FEET WITH A ROADWAY OF 40 FEET
 MD0757'OF WHICH 24 FEET IS PAVED WEARING SURFACE.  NO EVIDENCE OF THE
 MD0757'ORIGINAL MARK OR A RESET WAS FOUND.
 MD0757
 MD0757                          STATION RECOVERY (2019)
 MD0757
 MD0757'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2019 (CHS)
 MD0757'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1235 ***********************************************************************
 MD1235  DESIGNATION -  P 164
 MD1235  PID         -  MD1235
 MD1235  STATE/COUNTY-  IN/NOBLE
 MD1235  COUNTRY     -  US
 MD1235  USGS QUAD   -  ORMAS (2019)
 MD1235
 MD1235                         *CURRENT SURVEY CONTROL
 MD1235  ______________________________________________________________________
 MD1235* NAD 83(1986) POSITION- 41 18 09.     (N) 085 30 00.     (W)   SCALED
 MD1235* NAVD 88 ORTHO HEIGHT -   277.609 (meters)      910.79  (feet) ADJUSTED
 MD1235  ______________________________________________________________________
 MD1235  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 MD1235  DYNAMIC HEIGHT  -        277.496 (meters)      910.42  (feet) COMP
 MD1235  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 MD1235
 MD1235  VERT ORDER      -  SECOND    CLASS 0
 MD1235
 MD1235.The horizontal coordinates were scaled from a map and have
 MD1235.an estimated accuracy of +/- 6 seconds.
 MD1235
 MD1235.The orthometric height was determined by differential leveling and
 MD1235.adjusted by the NATIONAL GEODETIC SURVEY
 MD1235.in June 1991.
 MD1235
 MD1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1235.GEOID18 height accuracy estimate available here.
 MD1235
 MD1235.Click photographs - Photos may exist for this station.
 MD1235
 MD1235.The dynamic height is computed by dividing the NAVD 88
 MD1235.geopotential number by the normal gravity value computed on the
 MD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1235.degrees latitude (g = 980.6199 gals.).
 MD1235
 MD1235.The modeled gravity was interpolated from observed gravity values.
 MD1235
 MD1235;                    North         East    Units  Estimated Accuracy
 MD1235;SPC IN E     -   672,170.      113,960.      MT  (+/- 180 meters Scaled)
 MD1235
 MD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL255734(NAD 83)
 MD1235
 MD1235                          SUPERSEDED SURVEY CONTROL
 MD1235
 MD1235  NGVD 29 (??/??/92)  277.748  (m)          911.24   (f) ADJ UNCH    2 0
 MD1235
 MD1235.Superseded values are not recommended for survey control.
 MD1235
 MD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1235.See file dsdata.pdf to determine how the superseded data were derived.
 MD1235
 MD1235_MARKER: DB = BENCH MARK DISK
 MD1235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1235_SP_SET: CULVERT HEADWALL
 MD1235_STAMPING: P 164 1946
 MD1235_MARK LOGO: CGS
 MD1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1235+STABILITY: SURFACE MOTION
 MD1235
 MD1235  HISTORY     - Date     Condition        Report By
 MD1235  HISTORY     - 1946     MONUMENTED       CGS
 MD1235  HISTORY     - 1961     GOOD             CGS
 MD1235  HISTORY     - 1990     GOOD             USPSQD
 MD1235
 MD1235                          STATION DESCRIPTION
 MD1235
 MD1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1235'2.3 MI S FROM WOLF LAKE.
 MD1235'ABOUT 2.3 MILE S ALONG NO. 109 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1235'WITH NO. 33 U.S. HWY. IN THE HEART OF WOLF LAKE, AT N-S AND W
 MD1235'ROAD T-INTERSECTION WITH NO. 350 S COUNTY ROAD, 28 FEET W OF
 MD1235'CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 1.4 FEET LOWER
 MD1235'THAN SAME, 26 FEET S OF CENTER LINE OF 18-FOOT ASPHALT COUNTY
 MD1235'ROAD, SET IN A DRILL HOLE 1.1 FEET N OF S END OF AN L-SHAPED
 MD1235'HEADWALL ON S END OF 14-INCH PIPE CULVERT.
 MD1235
 MD1235                          STATION RECOVERY (1990)
 MD1235
 MD1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (TS)
 MD1235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1155 ***********************************************************************
 MD1155  DESIGNATION -  P 165
 MD1155  PID         -  MD1155
 MD1155  STATE/COUNTY-  IN/WHITLEY
 MD1155  COUNTRY     -  US
 MD1155  USGS QUAD   -  ORMAS (2019)
 MD1155
 MD1155                         *CURRENT SURVEY CONTROL
 MD1155  ______________________________________________________________________
 MD1155* NAD 83(1986) POSITION- 41 15 25.     (N) 085 34 05.     (W)   SCALED
 MD1155* NAVD 88 ORTHO HEIGHT -   286.671 (meters)      940.52  (feet) ADJUSTED
 MD1155  ______________________________________________________________________
 MD1155  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 MD1155  DYNAMIC HEIGHT  -        286.555 (meters)      940.14  (feet) COMP
 MD1155  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 MD1155
 MD1155  VERT ORDER      -  SECOND    CLASS 0
 MD1155
 MD1155.The horizontal coordinates were scaled from a map and have
 MD1155.an estimated accuracy of +/- 6 seconds.
 MD1155
 MD1155.The orthometric height was determined by differential leveling and
 MD1155.adjusted by the NATIONAL GEODETIC SURVEY
 MD1155.in June 1991.
 MD1155
 MD1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1155.GEOID18 height accuracy estimate available here.
 MD1155
 MD1155.Click photographs - Photos may exist for this station.
 MD1155
 MD1155.The dynamic height is computed by dividing the NAVD 88
 MD1155.geopotential number by the normal gravity value computed on the
 MD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1155.degrees latitude (g = 980.6199 gals.).
 MD1155
 MD1155.The modeled gravity was interpolated from observed gravity values.
 MD1155
 MD1155;                    North         East    Units  Estimated Accuracy
 MD1155;SPC IN E     -   667,100.      108,260.      MT  (+/- 180 meters Scaled)
 MD1155
 MD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL199682(NAD 83)
 MD1155
 MD1155                          SUPERSEDED SURVEY CONTROL
 MD1155
 MD1155  NGVD 29 (??/??/92)  286.812  (m)          940.98   (f) ADJ UNCH    2 0
 MD1155
 MD1155.Superseded values are not recommended for survey control.
 MD1155
 MD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1155.See file dsdata.pdf to determine how the superseded data were derived.
 MD1155
 MD1155_MARKER: DB = BENCH MARK DISK
 MD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1155_STAMPING: P 165 1946
 MD1155_MARK LOGO: CGS
 MD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1155+STABILITY: SURFACE MOTION
 MD1155
 MD1155  HISTORY     - Date     Condition        Report By
 MD1155  HISTORY     - 1946     MONUMENTED       CGS
 MD1155  HISTORY     - 1961     GOOD             CGS
 MD1155
 MD1155                          STATION DESCRIPTION
 MD1155
 MD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1155'1.2 MI S FROM ETNA.
 MD1155'ABOUT 1.2 MILES S ALONG ETNA ROAD FROM THE CROSSROADS VILLAGE OF
 MD1155'ETNA, AT A SHARP TURN IN THE ROAD, 39 FEET SW OF CENTER LINE OF
 MD1155'ROAD, 14 FEET E OF FENCE CORNER, 13 FEET ESE OF POWER POLE, 13
 MD1155'FEET S OF PROJECTED CENTER LINE OF TANGENT FROM E, ONE FOOT ENE
 MD1155'OF PROJECTED CENTER LINE OF ROAD TANGENT FROM NNW, 1-1/2 FEET N
 MD1155'OF FENCE, 1.4 FEET W OF STEEL WITNESS POST, AND PROJECTING 0.2
 MD1155'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0272 ***********************************************************************
 ME0272  DESIGNATION -  P 166
 ME0272  PID         -  ME0272
 ME0272  STATE/COUNTY-  IN/MARSHALL
 ME0272  COUNTRY     -  US
 ME0272  USGS QUAD   -  PLYMOUTH (2019)
 ME0272
 ME0272                         *CURRENT SURVEY CONTROL
 ME0272  ______________________________________________________________________
 ME0272* NAD 83(1986) POSITION- 41 20 30.     (N) 086 19 41.     (W)   SCALED
 ME0272* NAVD 88 ORTHO HEIGHT -   246.134 (meters)      807.52  (feet) ADJUSTED
 ME0272  ______________________________________________________________________
 ME0272  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 ME0272  DYNAMIC HEIGHT  -        246.032 (meters)      807.19  (feet) COMP
 ME0272  MODELED GRAVITY -    980,201.4   (mgal)                       NAVD 88
 ME0272
 ME0272  VERT ORDER      -  FIRST     CLASS I
 ME0272
 ME0272.The horizontal coordinates were scaled from a map and have
 ME0272.an estimated accuracy of +/- 6 seconds.
 ME0272
 ME0272.The orthometric height was determined by differential leveling and
 ME0272.adjusted by the NATIONAL GEODETIC SURVEY
 ME0272.in April 1995.
 ME0272
 ME0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0272.GEOID18 height accuracy estimate available here.
 ME0272
 ME0272.Click photographs - Photos may exist for this station.
 ME0272
 ME0272.The dynamic height is computed by dividing the NAVD 88
 ME0272.geopotential number by the normal gravity value computed on the
 ME0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0272.degrees latitude (g = 980.6199 gals.).
 ME0272
 ME0272.The modeled gravity was interpolated from observed gravity values.
 ME0272
 ME0272;                    North         East    Units  Estimated Accuracy
 ME0272;SPC IN E     -   676,710.       44,640.      MT  (+/- 180 meters Scaled)
 ME0272
 ME0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL562769(NAD 83)
 ME0272
 ME0272                          SUPERSEDED SURVEY CONTROL
 ME0272
 ME0272  NAVD 88 (06/15/91)  246.216  (m)          807.79   (f) SUPERSEDED  1 1
 ME0272  NGVD 29 (01/19/93)  246.252  (m)          807.91   (f) ADJUSTED    1 1
 ME0272  NGVD 29 (??/??/92)  246.338  (m)          808.19   (f) SUPERSEDED  1 1
 ME0272
 ME0272.Superseded values are not recommended for survey control.
 ME0272
 ME0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0272.See file dsdata.pdf to determine how the superseded data were derived.
 ME0272
 ME0272_MARKER: DB = BENCH MARK DISK
 ME0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0272_STAMPING: P 166 1946
 ME0272_MARK LOGO: CGS
 ME0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0272+STABILITY: SURFACE MOTION
 ME0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0272+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0272
 ME0272  HISTORY     - Date     Condition        Report By
 ME0272  HISTORY     - 1946     MONUMENTED       CGS
 ME0272  HISTORY     - 1968     GOOD             CGS
 ME0272  HISTORY     - 1987     GOOD             USPSQD
 ME0272  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0272  HISTORY     - 19920907 GOOD             NGS
 ME0272  HISTORY     - 20040601 MARK NOT FOUND   PICI
 ME0272
 ME0272                          STATION DESCRIPTION
 ME0272
 ME0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0272'AT PLYMOUTH.
 ME0272'AT PLYMOUTH, ABOUT 0.8 MILE WEST ALONG THE PENN CENTRAL RAILROAD
 ME0272'FROM THE STATION, 56 FEET NORTHWEST OF THE CENTER OF THE
 ME0272'CROSSING OF NORTH OAK ROAD AND THE WESTBOUND TRACK, 40.7 FEET
 ME0272'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 25 FEET WEST OF
 ME0272'THE CENTER LINE OF THE ROAD, 19 1/2 FEET NORTHWEST OF A METAL
 ME0272'POST SUPPORTING A CROSSING SIGNAL, 8 1/2 FEET SOUTH OF POWER
 ME0272'LINE POLE 286-310, 1.1 FEET SOUTH OF A METAL WITNESS POST, 1 1/2
 ME0272'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0272'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME0272'SEC 6, T 33 N, R 2 E.
 ME0272
 ME0272                          STATION RECOVERY (1987)
 ME0272
 ME0272'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0272'RECOVERED IN GOOD CONDITION.
 ME0272
 ME0272                          STATION RECOVERY (1990)
 ME0272
 ME0272'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0272'MARK NOT FOUND.
 ME0272
 ME0272                          STATION RECOVERY (1992)
 ME0272
 ME0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0272'IN PLYMOUTH, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND NORTH OAK
 ME0272'ROAD, 16.5 M (54.1 FT) NORTH OF THE NEAR RAIL, 7.7 M (25.3 FT) WEST
 ME0272'OF THE ROAD CENTERLINE, 5.8 M (19.0 FT) NORTH-NORTHWEST OF A RAILROAD
 ME0272'SIGNAL, 3.8 M (12.5 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER
 ME0272'775-380, 1.8 M (5.9 FT) WEST OF A GAS LINE VENT PIPE, AND THE
 ME0272'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0272
 ME0272                          STATION RECOVERY (2004)
 ME0272
 ME0272'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0891 ***********************************************************************
 ME0891  DESIGNATION -  P 167
 ME0891  PID         -  ME0891
 ME0891  STATE/COUNTY-  IN/LA PORTE
 ME0891  COUNTRY     -  US
 ME0891  USGS QUAD   -  STILLWELL (2019)
 ME0891
 ME0891                         *CURRENT SURVEY CONTROL
 ME0891  ______________________________________________________________________
 ME0891* NAD 83(1986) POSITION- 41 33 47.86   (N) 086 31 11.81   (W)   HD_HELD1
 ME0891* NAVD 88 ORTHO HEIGHT -   211.208 (meters)      692.94  (feet) ADJUSTED
 ME0891  ______________________________________________________________________
 ME0891  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0891  DYNAMIC HEIGHT  -        211.124 (meters)      692.66  (feet) COMP
 ME0891  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME0891
 ME0891  VERT ORDER      -  SECOND    CLASS 0
 ME0891
 ME0891.The horizontal coordinates were determined by differentially corrected
 ME0891.hand held GPS observations or other comparable positioning techniques
 ME0891.and have an estimated accuracy of +/- 3 meters.
 ME0891
 ME0891.The orthometric height was determined by differential leveling and
 ME0891.adjusted by the NATIONAL GEODETIC SURVEY
 ME0891.in June 1991.
 ME0891
 ME0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0891.GEOID18 height accuracy estimate available here.
 ME0891
 ME0891.Click photographs - Photos may exist for this station.
 ME0891
 ME0891.The dynamic height is computed by dividing the NAVD 88
 ME0891.geopotential number by the normal gravity value computed on the
 ME0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0891.degrees latitude (g = 980.6199 gals.).
 ME0891
 ME0891.The modeled gravity was interpolated from observed gravity values.
 ME0891
 ME0891;                    North         East    Units  Estimated Accuracy
 ME0891;SPC IN W     -   701,268.5     946,993.3     MT  (+/- 3 meters HH1 GPS) 
 ME0891
 ME0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4002701402(NAD 83)
 ME0891
 ME0891                          SUPERSEDED SURVEY CONTROL
 ME0891
 ME0891  NGVD 29 (??/??/92)  211.316  (m)          693.29   (f) ADJ UNCH    2 0
 ME0891
 ME0891.Superseded values are not recommended for survey control.
 ME0891
 ME0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0891.See file dsdata.pdf to determine how the superseded data were derived.
 ME0891
 ME0891_MARKER: DB = BENCH MARK DISK
 ME0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0891_STAMPING: P 167 1946
 ME0891_MARK LOGO: CGS
 ME0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0891+STABILITY: SURFACE MOTION
 ME0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0891+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0891
 ME0891  HISTORY     - Date     Condition        Report By
 ME0891  HISTORY     - 1946     MONUMENTED       CGS
 ME0891  HISTORY     - 1989     GOOD             USPSQD
 ME0891  HISTORY     - 20171019 GOOD             LFA
 ME0891
 ME0891                          STATION DESCRIPTION
 ME0891
 ME0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0891'1.6 MI SE FROM MILL CREEK.
 ME0891'ABOUT 0.2 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE
 ME0891'AT MILL CREEK, THENCE ABOUT 0.25 MILE EAST, THENCE ABOUT 1.15
 ME0891'MILES SOUTH AND EAST ALONG A COUNTY ROAD LEADING TO STATE HIGHWAY
 ME0891'4, ABOUT 0.7 MILE NORTH OF STATE HIGHWAY 4, AT A T ROAD LEADING
 ME0891'EAST, SET IN THE SOUTHEAST ANGLE OF THE JUNCTION, 34 FEET SOUTH
 ME0891'OF THE CENTER LINE OF THE ROAD EAST, 21 FEET EAST OF THE CENTER
 ME0891'LINE OF THE NORTH-SOUTH ROAD, 13 FEET SOUTH OF A FENCE CORNER,
 ME0891'1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE NORTH-SOUTH
 ME0891'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0891
 ME0891                          STATION RECOVERY (1989)
 ME0891
 ME0891'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0891'RECOVERED IN GOOD CONDITION.
 ME0891
 ME0891                          STATION RECOVERY (2017)
 ME0891
 ME0891'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0003 ***********************************************************************
 ME0003  DESIGNATION -  P 168
 ME0003  PID         -  ME0003
 ME0003  STATE/COUNTY-  IN/ST JOSEPH
 ME0003  COUNTRY     -  US
 ME0003  USGS QUAD   -  WYATT (2019)
 ME0003
 ME0003                         *CURRENT SURVEY CONTROL
 ME0003  ______________________________________________________________________
 ME0003* NAD 83(1986) POSITION- 41 30 36.     (N) 086 09 36.     (W)   SCALED
 ME0003* NAVD 88 ORTHO HEIGHT -   250.683 (meters)      822.45  (feet) ADJUSTED
 ME0003  ______________________________________________________________________
 ME0003  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0003  DYNAMIC HEIGHT  -        250.579 (meters)      822.11  (feet) COMP
 ME0003  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 ME0003
 ME0003  VERT ORDER      -  SECOND    CLASS 0
 ME0003
 ME0003.The horizontal coordinates were scaled from a map and have
 ME0003.an estimated accuracy of +/- 6 seconds.
 ME0003
 ME0003.The orthometric height was determined by differential leveling and
 ME0003.adjusted by the NATIONAL GEODETIC SURVEY
 ME0003.in June 1991.
 ME0003
 ME0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0003.GEOID18 height accuracy estimate available here.
 ME0003
 ME0003.Click photographs - Photos may exist for this station.
 ME0003
 ME0003.The dynamic height is computed by dividing the NAVD 88
 ME0003.geopotential number by the normal gravity value computed on the
 ME0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0003.degrees latitude (g = 980.6199 gals.).
 ME0003
 ME0003.The modeled gravity was interpolated from observed gravity values.
 ME0003
 ME0003;                    North         East    Units  Estimated Accuracy
 ME0003;SPC IN E     -   695,310.       58,820.      MT  (+/- 180 meters Scaled)
 ME0003
 ME0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL700957(NAD 83)
 ME0003
 ME0003                          SUPERSEDED SURVEY CONTROL
 ME0003
 ME0003  NGVD 29 (??/??/92)  250.798  (m)          822.83   (f) ADJ UNCH    2 0
 ME0003
 ME0003.Superseded values are not recommended for survey control.
 ME0003
 ME0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0003.See file dsdata.pdf to determine how the superseded data were derived.
 ME0003
 ME0003_MARKER: DB = BENCH MARK DISK
 ME0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0003_STAMPING: P 168 1946
 ME0003_MARK LOGO: CGS
 ME0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0003+STABILITY: SURFACE MOTION
 ME0003
 ME0003  HISTORY     - Date     Condition        Report By
 ME0003  HISTORY     - 1946     MONUMENTED       CGS
 ME0003  HISTORY     - 1983     GOOD             USPSQD
 ME0003  HISTORY     - 1984     GOOD             NGS
 ME0003  HISTORY     - 1987     GOOD             USPSQD
 ME0003  HISTORY     - 1988     GOOD             USPSQD
 ME0003
 ME0003                          STATION DESCRIPTION
 ME0003
 ME0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0003'1.2 MI S FROM WYATT.
 ME0003'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE
 ME0003'AT WYATT, ABOUT 1.0 MILE NORTHWEST OF MADISON EVANGELICAL CHURCH,
 ME0003'AT THE HERBERT STUCKEY FARM, 72 FEET NORTHWEST OF THE NORTHWEST
 ME0003'CORNER OF THE FARMHOUSE, 38 FEET EAST OF THE CENTER LINE OF THE
 ME0003'HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF A FIELD ENTRANCE,
 ME0003'8.0 FEET NORTH OF THE NORTH GATEPOST, 1.2 FEET WEST OF THE
 ME0003'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND IN
 ME0003'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0003
 ME0003                          STATION RECOVERY (1983)
 ME0003
 ME0003'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0003'NOTE--FARM NOW ONWNED BY ROY STRUCKEY.
 ME0003
 ME0003                          STATION RECOVERY (1984)
 ME0003
 ME0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0003'RECOVERED IN GOOD CONDITION.
 ME0003
 ME0003                          STATION RECOVERY (1987)
 ME0003
 ME0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (AHH)
 ME0003'RECOVERED IN GOOD CONDITION.
 ME0003
 ME0003                          STATION RECOVERY (1988)
 ME0003
 ME0003'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLM)
 ME0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0176 ***********************************************************************
 ME0176  DESIGNATION -  P 169
 ME0176  PID         -  ME0176
 ME0176  STATE/COUNTY-  IN/MARSHALL
 ME0176  COUNTRY     -  US
 ME0176  USGS QUAD   -  BREMEN (2019)
 ME0176
 ME0176                         *CURRENT SURVEY CONTROL
 ME0176  ______________________________________________________________________
 ME0176* NAD 83(1986) POSITION- 41 24 24.     (N) 086 14 33.     (W)   SCALED
 ME0176* NAVD 88 ORTHO HEIGHT -   251.467 (meters)      825.02  (feet) ADJUSTED
 ME0176  ______________________________________________________________________
 ME0176  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 ME0176  DYNAMIC HEIGHT  -        251.362 (meters)      824.68  (feet) COMP
 ME0176  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 ME0176
 ME0176  VERT ORDER      -  SECOND    CLASS 0
 ME0176
 ME0176.The horizontal coordinates were scaled from a map and have
 ME0176.an estimated accuracy of +/- 6 seconds.
 ME0176
 ME0176.The orthometric height was determined by differential leveling and
 ME0176.adjusted by the NATIONAL GEODETIC SURVEY
 ME0176.in June 1991.
 ME0176
 ME0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0176.GEOID18 height accuracy estimate available here.
 ME0176
 ME0176.Click photographs - Photos may exist for this station.
 ME0176
 ME0176.The dynamic height is computed by dividing the NAVD 88
 ME0176.geopotential number by the normal gravity value computed on the
 ME0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0176.degrees latitude (g = 980.6199 gals.).
 ME0176
 ME0176.The modeled gravity was interpolated from observed gravity values.
 ME0176
 ME0176;                    North         East    Units  Estimated Accuracy
 ME0176;SPC IN E     -   683,880.       51,850.      MT  (+/- 180 meters Scaled)
 ME0176
 ME0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL633841(NAD 83)
 ME0176
 ME0176                          SUPERSEDED SURVEY CONTROL
 ME0176
 ME0176  NGVD 29 (??/??/92)  251.581  (m)          825.40   (f) ADJ UNCH    2 0
 ME0176
 ME0176.Superseded values are not recommended for survey control.
 ME0176
 ME0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0176.See file dsdata.pdf to determine how the superseded data were derived.
 ME0176
 ME0176_MARKER: DB = BENCH MARK DISK
 ME0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0176_STAMPING: P 169 1946
 ME0176_MARK LOGO: CGS
 ME0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0176+STABILITY: SURFACE MOTION
 ME0176
 ME0176  HISTORY     - Date     Condition        Report By
 ME0176  HISTORY     - 1946     MONUMENTED       CGS
 ME0176  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0176  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0176  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0176  HISTORY     - 19900430 MARK NOT FOUND   USPSQD
 ME0176
 ME0176                          STATION DESCRIPTION
 ME0176
 ME0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0176'2.9 MI E FROM LINKVILLE.
 ME0176'ABOUT 2.5 MILES EAST ALONG BLACK-TOP AND GRAVEL ROADS FROM THE
 ME0176'GENERAL STORE AT LINKVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG
 ME0176'A GRAVEL ROAD, ABOUT 0.3 MILE NORTH AND 0.5 MILE WEST OF THE
 ME0176'JUNCTION WITH A BLACK-TOP ROAD, AT A TURN WITH TANGENTS LEADING
 ME0176'NORTH AND EAST, 17 FEET SOUTH OF THE PROLONGATION OF THE CENTER
 ME0176'LINE OF THE TANGENT LEADING EAST, 10 FEET WEST OF THE PROLONGATION
 ME0176'OF THE CENTER LINE OF THE TANGENT LEADING NORTH, 11.5 FEET
 ME0176'SOUTHEAST OF A POWER POLE, 10 FEET EAST OF A T-FENCE CORNER, 1.0
 ME0176'FOOT NORTH OF THE FENCE, ABOUT 1-1/2 FEET LOWER THAN THE ROAD,
 ME0176'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0176
 ME0176                          STATION RECOVERY (1987)
 ME0176
 ME0176'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0176'MARK NOT FOUND.
 ME0176
 ME0176                          STATION RECOVERY (1988)
 ME0176
 ME0176'RECOVERY NOTE BY US POWER SQUADRON 1988 (LB)
 ME0176'MARK NOT FOUND.
 ME0176
 ME0176                          STATION RECOVERY (1990)
 ME0176
 ME0176'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0176'MARK NOT FOUND.
 ME0176
 ME0176                          STATION RECOVERY (1990)
 ME0176
 ME0176'RECOVERY NOTE BY US POWER SQUADRON 1990
 ME0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1158 ***********************************************************************
 ME1158  DESIGNATION -  P 17
 ME1158  PID         -  ME1158
 ME1158  STATE/COUNTY-  IN/LAKE
 ME1158  COUNTRY     -  US
 ME1158  USGS QUAD   -  SAINT JOHN (2019)
 ME1158
 ME1158                         *CURRENT SURVEY CONTROL
 ME1158  ______________________________________________________________________
 ME1158* NAD 83(1986) POSITION- 41 22 38.     (N) 087 27 49.     (W)   SCALED
 ME1158* NAVD 88 ORTHO HEIGHT -   226.986 (meters)      744.70  (feet) ADJUSTED
 ME1158  ______________________________________________________________________
 ME1158  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 ME1158  DYNAMIC HEIGHT  -        226.894 (meters)      744.40  (feet) COMP
 ME1158  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 ME1158
 ME1158  VERT ORDER      -  FIRST     CLASS II
 ME1158
 ME1158.The horizontal coordinates were scaled from a map and have
 ME1158.an estimated accuracy of +/- 6 seconds.
 ME1158
 ME1158.The orthometric height was determined by differential leveling and
 ME1158.adjusted by the NATIONAL GEODETIC SURVEY
 ME1158.in June 1991.
 ME1158
 ME1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1158.GEOID18 height accuracy estimate available here.
 ME1158
 ME1158.Click photographs - Photos may exist for this station.
 ME1158
 ME1158.The dynamic height is computed by dividing the NAVD 88
 ME1158.geopotential number by the normal gravity value computed on the
 ME1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1158.degrees latitude (g = 980.6199 gals.).
 ME1158
 ME1158.The modeled gravity was interpolated from observed gravity values.
 ME1158
 ME1158;                    North         East    Units  Estimated Accuracy
 ME1158;SPC IN W     -   680,520.      868,190.      MT  (+/- 180 meters Scaled)
 ME1158
 ME1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL612807(NAD 83)
 ME1158
 ME1158                          SUPERSEDED SURVEY CONTROL
 ME1158
 ME1158  NGVD 29 (??/??/92)  227.071  (m)          744.98   (f) ADJ UNCH    1 2
 ME1158
 ME1158.Superseded values are not recommended for survey control.
 ME1158
 ME1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1158.See file dsdata.pdf to determine how the superseded data were derived.
 ME1158
 ME1158_MARKER: DB = BENCH MARK DISK
 ME1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1158_SP_SET: MILEPOST
 ME1158_STAMPING: P 17 1934
 ME1158_MARK LOGO: CGS
 ME1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1158
 ME1158  HISTORY     - Date     Condition        Report By
 ME1158  HISTORY     - 1934     MONUMENTED       CGS
 ME1158  HISTORY     - 1946     GOOD             CGS
 ME1158  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1158  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1158
 ME1158                          STATION DESCRIPTION
 ME1158
 ME1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1158'AT COOK.
 ME1158'ABOUT 100 FEET SOUTHWEST OF THE NEW YORK CENTRAL RAILROAD STATION,
 ME1158'90 FEET NORTHWEST OF MILEPOST 39, 85 FEET WEST OF THE WEST RAIL
 ME1158'OF THE SOUTH-BOUND TRACK, AT THE EDGE OF A FENCE, AND ABOUT 1
 ME1158'FOOT LOWER THAN THE RAIL, 35 FEET WEST OF A SPUR TRACK, 27 FEET
 ME1158'WEST OF THE CENTER LINE OF A GRAVEL ROAD RUNNING PARALLEL TO THE
 ME1158'TRACK AND LEADING TO A RAILROAD SECTION HOUSE, 2 FEET SOUTH OF
 ME1158'A WHITE WOODEN WITNESS POST.
 ME1158
 ME1158                          STATION RECOVERY (1990)
 ME1158
 ME1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1158'MARK NOT FOUND.
 ME1158
 ME1158                          STATION RECOVERY (2021)
 ME1158
 ME1158'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1158'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0133 ***********************************************************************
 ME0133  DESIGNATION -  P 170
 ME0133  PID         -  ME0133
 ME0133  STATE/COUNTY-  IN/ELKHART
 ME0133  COUNTRY     -  US
 ME0133  USGS QUAD   -  WAKARUSA (2019)
 ME0133
 ME0133                         *CURRENT SURVEY CONTROL
 ME0133  ______________________________________________________________________
 ME0133* NAD 83(1986) POSITION- 41 32 10.95   (N) 086 00 05.78   (W)   HD_HELD1
 ME0133* NAVD 88 ORTHO HEIGHT -   261.613 (meters)      858.31  (feet) ADJUSTED
 ME0133  ______________________________________________________________________
 ME0133  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 ME0133  DYNAMIC HEIGHT  -        261.506 (meters)      857.96  (feet) COMP
 ME0133  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 ME0133
 ME0133  VERT ORDER      -  SECOND    CLASS 0
 ME0133
 ME0133.The horizontal coordinates were determined by differentially corrected
 ME0133.hand held GPS observations or other comparable positioning techniques
 ME0133.and have an estimated accuracy of +/- 3 meters.
 ME0133
 ME0133.The orthometric height was determined by differential leveling and
 ME0133.adjusted by the NATIONAL GEODETIC SURVEY
 ME0133.in June 1991.
 ME0133
 ME0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0133.GEOID18 height accuracy estimate available here.
 ME0133
 ME0133.Click photographs - Photos may exist for this station.
 ME0133
 ME0133.The dynamic height is computed by dividing the NAVD 88
 ME0133.geopotential number by the normal gravity value computed on the
 ME0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0133.degrees latitude (g = 980.6199 gals.).
 ME0133
 ME0133.The modeled gravity was interpolated from observed gravity values.
 ME0133
 ME0133;                    North         East    Units  Estimated Accuracy
 ME0133;SPC IN E     -   698,179.7      72,050.5     MT  (+/- 3 meters HH1 GPS) 
 ME0133
 ME0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8328298783(NAD 83)
 ME0133
 ME0133                          SUPERSEDED SURVEY CONTROL
 ME0133
 ME0133  NGVD 29 (??/??/92)  261.732  (m)          858.70   (f) ADJ UNCH    2 0
 ME0133
 ME0133.Superseded values are not recommended for survey control.
 ME0133
 ME0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0133.See file dsdata.pdf to determine how the superseded data were derived.
 ME0133
 ME0133_MARKER: DB = BENCH MARK DISK
 ME0133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0133_SP_SET: STREET
 ME0133_STAMPING: P 170 1946
 ME0133_MARK LOGO: CGS
 ME0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0133+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2019
 ME0133
 ME0133  HISTORY     - Date     Condition        Report By
 ME0133  HISTORY     - 1946     MONUMENTED       CGS
 ME0133  HISTORY     - 1968     GOOD             CGS
 ME0133  HISTORY     - 1971     GOOD             NGS
 ME0133  HISTORY     - 19950914 GOOD             USPSQD
 ME0133  HISTORY     - 20190110 GOOD             LFA
 ME0133
 ME0133                          STATION DESCRIPTION
 ME0133
 ME0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0133'6.2 MI N FROM NAPPANEE.
 ME0133'ABOUT 6.25 MILES NORTH ALONG S.R.19 FROM THE PUBLIC LIBRARY
 ME0133'AT NAPPANEE ABOUT 0.5 MILES NORTH OF THE CROSSING OF THE WABASH
 ME0133'R.R., AT AN EAST-WEST PAVED ROAD CROSSING, (ROAD WEST LEADS
 ME0133'TO WAKARUSA) SET IN THE NORTHWEST QUARTER OF THE INTERSECTION,
 ME0133'51 FT. NORTH OF THE C/L OF THE PAVED ROAD 39 FT. WEST OF THE
 ME0133'C/L OF THE HIGHWAY, 98 FT. NORTH AND ACROSS THE ROAD FROM THE
 ME0133'NORTHEAST CORNER OF HAHNS SHELL STATION AND SET LEVEL WITH DRIVE
 ME0133'OF STANDARD SERVICE STATION, 10 FT. NORTH OF STEEL WITNESS
 ME0133'POST.
 ME0133
 ME0133                          STATION RECOVERY (1971)
 ME0133
 ME0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME0133'RECOVERED IN GOOD CONDITION.
 ME0133
 ME0133                          STATION RECOVERY (1995)
 ME0133
 ME0133'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0133'RECOVERED IN GOOD CONDITION.
 ME0133
 ME0133                          STATION RECOVERY (2019)
 ME0133
 ME0133'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2019 (SST)
 ME0133'THE STATION IS ABOUT 1.0 MI (1.6 KM) EAST OF WAKARUSA.  SET IN THE
 ME0133'NORTHWEST QUADRANT OF THE INTERSECTION OF SR 19 AND CR 40 - AKA E
 ME0133'WATERFORD STREET - APPROXIMATELY 5.0 FT (1.5 M) NORTH OF A TRAFFIC
 ME0133'SIGNAL STRAIN POLE, IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0411 ***********************************************************************
 ME0411  DESIGNATION -  P 171
 ME0411  PID         -  ME0411
 ME0411  STATE/COUNTY-  IN/KOSCIUSKO
 ME0411  COUNTRY     -  US
 ME0411  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0411
 ME0411                         *CURRENT SURVEY CONTROL
 ME0411  ______________________________________________________________________
 ME0411* NAD 83(1986) POSITION- 41 25 35.     (N) 086 00 05.     (W)   SCALED
 ME0411* NAVD 88 ORTHO HEIGHT -   257.139 (meters)      843.63  (feet) ADJUSTED
 ME0411  ______________________________________________________________________
 ME0411  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 ME0411  DYNAMIC HEIGHT  -        257.034 (meters)      843.29  (feet) COMP
 ME0411  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 ME0411
 ME0411  VERT ORDER      -  SECOND    CLASS 0
 ME0411
 ME0411.The horizontal coordinates were scaled from a map and have
 ME0411.an estimated accuracy of +/- 6 seconds.
 ME0411
 ME0411.The orthometric height was determined by differential leveling and
 ME0411.adjusted by the NATIONAL GEODETIC SURVEY
 ME0411.in June 1991.
 ME0411
 ME0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0411.GEOID18 height accuracy estimate available here.
 ME0411
 ME0411.Click photographs - Photos may exist for this station.
 ME0411
 ME0411.The dynamic height is computed by dividing the NAVD 88
 ME0411.geopotential number by the normal gravity value computed on the
 ME0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0411.degrees latitude (g = 980.6199 gals.).
 ME0411
 ME0411.The modeled gravity was interpolated from observed gravity values.
 ME0411
 ME0411;                    North         East    Units  Estimated Accuracy
 ME0411;SPC IN E     -   685,970.       72,020.      MT  (+/- 180 meters Scaled)
 ME0411
 ME0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834865(NAD 83)
 ME0411
 ME0411                          SUPERSEDED SURVEY CONTROL
 ME0411
 ME0411  NGVD 29 (??/??/92)  257.263  (m)          844.04   (f) ADJ UNCH    2 0
 ME0411
 ME0411.Superseded values are not recommended for survey control.
 ME0411
 ME0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0411.See file dsdata.pdf to determine how the superseded data were derived.
 ME0411
 ME0411_MARKER: DB = BENCH MARK DISK
 ME0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0411_STAMPING: P 171 1946
 ME0411_MARK LOGO: CGS
 ME0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0411+STABILITY: SURFACE MOTION
 ME0411
 ME0411  HISTORY     - Date     Condition        Report By
 ME0411  HISTORY     - 1946     MONUMENTED       CGS
 ME0411  HISTORY     - 1988     GOOD             USPSQD
 ME0411  HISTORY     - 19960530 GOOD             USPSQD
 ME0411
 ME0411                          STATION DESCRIPTION
 ME0411
 ME0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0411'1.1 MI S FROM NAPPANEE.
 ME0411'ABOUT 1.1 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0411'LIBRARY AT NAPPANEE, AT A BLACK TOP CROSS ROAD, SET IN THE
 ME0411'NORTHWEST QUARTER OF THE INTERSECTION, 42 FEET WEST OF THE
 ME0411'CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF
 ME0411'THE BLACK TOP ROAD, 2.5 FEET WEST OF A VERTICAL RAILROAD RAIL
 ME0411'FENCE CORNER POST, 1.5 FOOT SOUTH OF THE FENCE, ABOUT LEVEL WITH
 ME0411'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0411'6 INCHES.
 ME0411
 ME0411                          STATION RECOVERY (1988)
 ME0411
 ME0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0411'RECOVERED IN GOOD CONDITION.
 ME0411
 ME0411                          STATION RECOVERY (1996)
 ME0411
 ME0411'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1197 ***********************************************************************
 MD1197  DESIGNATION -  P 172
 MD1197  PID         -  MD1197
 MD1197  STATE/COUNTY-  IN/ELKHART
 MD1197  COUNTRY     -  US
 MD1197  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1197
 MD1197                         *CURRENT SURVEY CONTROL
 MD1197  ______________________________________________________________________
 MD1197* NAD 83(1986) POSITION- 41 29 37.     (N) 085 54 13.     (W)   SCALED
 MD1197* NAVD 88 ORTHO HEIGHT -   255.371 (meters)      837.83  (feet) ADJUSTED
 MD1197  ______________________________________________________________________
 MD1197  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 MD1197  DYNAMIC HEIGHT  -        255.268 (meters)      837.49  (feet) COMP
 MD1197  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 MD1197
 MD1197  VERT ORDER      -  SECOND    CLASS 0
 MD1197
 MD1197.The horizontal coordinates were scaled from a map and have
 MD1197.an estimated accuracy of +/- 6 seconds.
 MD1197
 MD1197.The orthometric height was determined by differential leveling and
 MD1197.adjusted by the NATIONAL GEODETIC SURVEY
 MD1197.in June 1991.
 MD1197
 MD1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1197.GEOID18 height accuracy estimate available here.
 MD1197
 MD1197.Click photographs - Photos may exist for this station.
 MD1197
 MD1197.The dynamic height is computed by dividing the NAVD 88
 MD1197.geopotential number by the normal gravity value computed on the
 MD1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1197.degrees latitude (g = 980.6199 gals.).
 MD1197
 MD1197.The modeled gravity was interpolated from observed gravity values.
 MD1197
 MD1197;                    North         East    Units  Estimated Accuracy
 MD1197;SPC IN E     -   693,400.       80,220.      MT  (+/- 180 meters Scaled)
 MD1197
 MD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL915941(NAD 83)
 MD1197
 MD1197                          SUPERSEDED SURVEY CONTROL
 MD1197
 MD1197  NGVD 29 (??/??/92)  255.495  (m)          838.24   (f) ADJ UNCH    2 0
 MD1197
 MD1197.Superseded values are not recommended for survey control.
 MD1197
 MD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1197.See file dsdata.pdf to determine how the superseded data were derived.
 MD1197
 MD1197_MARKER: DB = BENCH MARK DISK
 MD1197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1197_SP_SET: CULVERT HEADWALL
 MD1197_STAMPING: P 172 1946
 MD1197_MARK LOGO: CGS
 MD1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1197+STABILITY: SURFACE MOTION
 MD1197
 MD1197  HISTORY     - Date     Condition        Report By
 MD1197  HISTORY     - 1946     MONUMENTED       CGS
 MD1197
 MD1197                          STATION DESCRIPTION
 MD1197
 MD1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1197'4 MI W FROM NEW PARIS.
 MD1197'0.45 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT
 MD1197'THE WEST EDGE OF NEW PARIS, THENCE ABOUT 3.5 MILES WEST ALONG
 MD1197'GRAVEL, CONCRETE AND BLACK-TOP ROADS, ABOUT 1.1 MILES EAST OF
 MD1197'THE SALEM MENNONITE CHURCH, ABOUT 0.1 MILE EAST OF THE INTERSECTION
 MD1197'OF A NORTH-AND-SOUTH GRAVEL ROAD, 50 FEET NORTH OF THE NORTHEAST
 MD1197'CORNER OF AN OLD BARN, AT AN 8-FOOT CULVERT OVER A DITCH, IN THE
 MD1197'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL, 14 FEET
 MD1197'SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN
 MD1197'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1198 ***********************************************************************
 MD1198  DESIGNATION -  P 172 RESET
 MD1198  PID         -  MD1198
 MD1198  STATE/COUNTY-  IN/ELKHART
 MD1198  COUNTRY     -  US
 MD1198  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1198
 MD1198                         *CURRENT SURVEY CONTROL
 MD1198  ______________________________________________________________________
 MD1198* NAD 83(1986) POSITION- 41 29 37.     (N) 085 54 13.     (W)   SCALED
 MD1198* NAVD 88 ORTHO HEIGHT -   255.33  (meters)      837.7   (feet) RESET
 MD1198  ______________________________________________________________________
 MD1198  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 MD1198  VERT ORDER      -  THIRD
 MD1198
 MD1198.The horizontal coordinates were scaled from a map and have
 MD1198.an estimated accuracy of +/- 6 seconds.
 MD1198
 MD1198.The orthometric height was computed from unverified reset data.
 MD1198
 MD1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1198.GEOID18 height accuracy estimate available here.
 MD1198
 MD1198.Click photographs - Photos may exist for this station.
 MD1198
 MD1198;                    North         East    Units  Estimated Accuracy
 MD1198;SPC IN E     -   693,400.       80,220.      MT  (+/- 180 meters Scaled)
 MD1198
 MD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL915941(NAD 83)
 MD1198
 MD1198                          SUPERSEDED SURVEY CONTROL
 MD1198
 MD1198.No superseded survey control is available for this station.
 MD1198
 MD1198_MARKER: DB = BENCH MARK DISK
 MD1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1198_STAMPING: P 172 RESET 1970
 MD1198_MARK LOGO: CGS
 MD1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1198+STABILITY: SURFACE MOTION
 MD1198
 MD1198  HISTORY     - Date     Condition        Report By
 MD1198  HISTORY     - 1970     MONUMENTED       NGS
 MD1198
 MD1198                          STATION DESCRIPTION
 MD1198
 MD1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MD1198'3.5 MI SW FROM NEW PARIS.
 MD1198'LOCATED AT THE JUNCTION OF COUNTY ROADS 46 AND 15, 19 FEET NORTH
 MD1198'OF THE CENTERLINE OF CO. RD. 46, 127 FEET EAST OF THE CENTERLINE
 MD1198'OF CO. RD. 15, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A METAL
 MD1198'WITNESS POST, 24 FEET EAST OF A POWER POLE, SET IN THE TOP OF
 MD1198'A ROUND CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1852 ***********************************************************************
 LA1852  DESIGNATION -  P 173
 LA1852  PID         -  LA1852
 LA1852  STATE/COUNTY-  IN/GRANT
 LA1852  COUNTRY     -  US
 LA1852  USGS QUAD   -  SWEETSER (2019)
 LA1852
 LA1852                         *CURRENT SURVEY CONTROL
 LA1852  ______________________________________________________________________
 LA1852* NAD 83(1986) POSITION- 40 34 20.     (N) 085 49 30.     (W)   SCALED
 LA1852* NAVD 88 ORTHO HEIGHT -   249.366 (meters)      818.13  (feet) ADJUSTED
 LA1852  ______________________________________________________________________
 LA1852  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 LA1852  DYNAMIC HEIGHT  -        249.239 (meters)      817.71  (feet) COMP
 LA1852  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 LA1852
 LA1852  VERT ORDER      -  SECOND    CLASS 0
 LA1852
 LA1852.The horizontal coordinates were scaled from a map and have
 LA1852.an estimated accuracy of +/- 6 seconds.
 LA1852
 LA1852.The orthometric height was determined by differential leveling and
 LA1852.adjusted by the NATIONAL GEODETIC SURVEY
 LA1852.in June 1991.
 LA1852
 LA1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1852.GEOID18 height accuracy estimate available here.
 LA1852
 LA1852.Click photographs - Photos may exist for this station.
 LA1852
 LA1852.The dynamic height is computed by dividing the NAVD 88
 LA1852.geopotential number by the normal gravity value computed on the
 LA1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1852.degrees latitude (g = 980.6199 gals.).
 LA1852
 LA1852.The modeled gravity was interpolated from observed gravity values.
 LA1852
 LA1852;                    North         East    Units  Estimated Accuracy
 LA1852;SPC IN E     -   591,070.       86,590.      MT  (+/- 180 meters Scaled)
 LA1852
 LA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994919(NAD 83)
 LA1852
 LA1852                          SUPERSEDED SURVEY CONTROL
 LA1852
 LA1852  NGVD 29 (??/??/92)  249.49   (m)          818.5    (f) COMPUTED    2 0
 LA1852
 LA1852.Superseded values are not recommended for survey control.
 LA1852
 LA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1852.See file dsdata.pdf to determine how the superseded data were derived.
 LA1852
 LA1852_MARKER: DB = BENCH MARK DISK
 LA1852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1852_SP_SET: BOX CULVERT HEADWALL
 LA1852_STAMPING: P 173 1946
 LA1852_MARK LOGO: CGS
 LA1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1852+STABILITY: SURFACE MOTION
 LA1852
 LA1852  HISTORY     - Date     Condition        Report By
 LA1852  HISTORY     - 1946     MONUMENTED       CGS
 LA1852
 LA1852                          STATION DESCRIPTION
 LA1852
 LA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1852'AT MIER.
 LA1852'AT MIER, AT THE JUNCTION OF STATE HIGHWAYS 13, 18 AND 21, SET IN
 LA1852'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 4
 LA1852'BY 3 FOOT CONCRETE BOX CULVERT 26 FEET NORTH OF THE CENTER LINE
 LA1852'OF HIGHWAYS 18 AND 21 AT THE CENTER OF THE JUNCTION WITH HIGHWAY
 LA1852'13, ABOUT 2.5 FEET BELOW THE JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1853 ***********************************************************************
 LA1853  DESIGNATION -  P 173 RESET
 LA1853  PID         -  LA1853
 LA1853  STATE/COUNTY-  IN/GRANT
 LA1853  COUNTRY     -  US
 LA1853  USGS QUAD   -  SWEETSER (2019)
 LA1853
 LA1853                         *CURRENT SURVEY CONTROL
 LA1853  ______________________________________________________________________
 LA1853* NAD 83(1986) POSITION- 40 34 20.     (N) 085 49 30.     (W)   SCALED
 LA1853* NAVD 88 ORTHO HEIGHT -   249.42  (meters)      818.3   (feet) RESET
 LA1853  ______________________________________________________________________
 LA1853  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 LA1853  VERT ORDER      -  THIRD
 LA1853
 LA1853.The horizontal coordinates were scaled from a map and have
 LA1853.an estimated accuracy of +/- 6 seconds.
 LA1853
 LA1853.The orthometric height was computed from unverified reset data.
 LA1853
 LA1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1853.GEOID18 height accuracy estimate available here.
 LA1853
 LA1853.Click photographs - Photos may exist for this station.
 LA1853
 LA1853;                    North         East    Units  Estimated Accuracy
 LA1853;SPC IN E     -   591,070.       86,590.      MT  (+/- 180 meters Scaled)
 LA1853
 LA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994919(NAD 83)
 LA1853
 LA1853                          SUPERSEDED SURVEY CONTROL
 LA1853
 LA1853  NGVD 29 (??/??/??)  249.44   (m)          818.4    (f) RESET       3  
 LA1853
 LA1853.Superseded values are not recommended for survey control.
 LA1853
 LA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1853.See file dsdata.pdf to determine how the superseded data were derived.
 LA1853
 LA1853_MARKER: DB = BENCH MARK DISK
 LA1853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1853_SP_SET: BOX CULVERT HEADWALL
 LA1853_STAMPING: P 173 RESET 1957
 LA1853_MARK LOGO: CGS
 LA1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1853+STABILITY: SURFACE MOTION
 LA1853
 LA1853  HISTORY     - Date     Condition        Report By
 LA1853  HISTORY     - 1957     MONUMENTED       INHD
 LA1853
 LA1853                          STATION DESCRIPTION
 LA1853
 LA1853'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1957
 LA1853'AT MIER.
 LA1853'AT MIER, AT THE JUNCTION OF STATE HIGHWAYS 13, 18 AND 21, SET
 LA1853'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 LA1853'CONCRETE BOX CULVERT AND 35 FEET NORTH OF THE CENTERLINE OF
 LA1853'HIGHWAYS 18 AND 21.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1609 ***********************************************************************
 LA1609  DESIGNATION -  P 174
 LA1609  PID         -  LA1609
 LA1609  STATE/COUNTY-  IN/GRANT
 LA1609  COUNTRY     -  US
 LA1609  USGS QUAD   -  MARION (2019)
 LA1609
 LA1609                         *CURRENT SURVEY CONTROL
 LA1609  ______________________________________________________________________
 LA1609* NAD 83(1986) POSITION- 40 33 40.     (N) 085 39 22.     (W)   SCALED
 LA1609* NAVD 88 ORTHO HEIGHT -   245.035 (meters)      803.92  (feet) ADJUSTED
 LA1609  ______________________________________________________________________
 LA1609  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 LA1609  DYNAMIC HEIGHT  -        244.910 (meters)      803.51  (feet) COMP
 LA1609  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 LA1609
 LA1609  VERT ORDER      -  FIRST     CLASS II
 LA1609
 LA1609.The horizontal coordinates were scaled from a map and have
 LA1609.an estimated accuracy of +/- 6 seconds.
 LA1609
 LA1609.The orthometric height was determined by differential leveling and
 LA1609.adjusted by the NATIONAL GEODETIC SURVEY
 LA1609.in June 1991.
 LA1609
 LA1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1609.GEOID18 height accuracy estimate available here.
 LA1609
 LA1609.Click photographs - Photos may exist for this station.
 LA1609
 LA1609.The dynamic height is computed by dividing the NAVD 88
 LA1609.geopotential number by the normal gravity value computed on the
 LA1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1609.degrees latitude (g = 980.6199 gals.).
 LA1609
 LA1609.The modeled gravity was interpolated from observed gravity values.
 LA1609
 LA1609;                    North         East    Units  Estimated Accuracy
 LA1609;SPC IN E     -   589,820.      100,890.      MT  (+/- 180 meters Scaled)
 LA1609
 LA1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK137909(NAD 83)
 LA1609
 LA1609                          SUPERSEDED SURVEY CONTROL
 LA1609
 LA1609  NGVD 29 (??/??/92)  245.161  (m)          804.33   (f) ADJ UNCH    1 2
 LA1609
 LA1609.Superseded values are not recommended for survey control.
 LA1609
 LA1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1609.See file dsdata.pdf to determine how the superseded data were derived.
 LA1609
 LA1609_MARKER: DB = BENCH MARK DISK
 LA1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1609_SP_SET: ABUTMENT
 LA1609_STAMPING: P 174 1946
 LA1609_MARK LOGO: CGS
 LA1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1609
 LA1609  HISTORY     - Date     Condition        Report By
 LA1609  HISTORY     - 1946     MONUMENTED       CGS
 LA1609  HISTORY     - 1975     GOOD             NGS
 LA1609  HISTORY     - 20121016 GOOD             PICI
 LA1609
 LA1609                          STATION DESCRIPTION
 LA1609
 LA1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1609'0.2 MI N FROM MARION.
 LA1609'AT MARION, ABOUT 0.25 MILE NORTH ALONG THE NEW YORK CENTRAL
 LA1609'RAILROAD FROM THE STATION, ABOUT 2 POLES SOUTH OF POLE 132/20,
 LA1609'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF
 LA1609'THE BRIDGE OVER MISSISSNEWA RIVER, 6 FEET SOUTHWEST OF THE
 LA1609'SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE TRACK.
 LA1609
 LA1609                          STATION RECOVERY (1975)
 LA1609
 LA1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LA1609'RECOVERED IN GOOD CONDITION.
 LA1609
 LA1609                          STATION RECOVERY (2012)
 LA1609
 LA1609'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2012 (ER)
 LA1609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0260 ***********************************************************************
 LB0260  DESIGNATION -  P 175
 LB0260  PID         -  LB0260
 LB0260  STATE/COUNTY-  IN/MIAMI
 LB0260  COUNTRY     -  US
 LB0260  USGS QUAD   -  BUNKER HILL (2019)
 LB0260
 LB0260                         *CURRENT SURVEY CONTROL
 LB0260  ______________________________________________________________________
 LB0260* NAD 83(1986) POSITION- 40 44 16.     (N) 086 05 57.     (W)   SCALED
 LB0260* NAVD 88 ORTHO HEIGHT -   197.590 (meters)      648.26  (feet) ADJUSTED
 LB0260  ______________________________________________________________________
 LB0260  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 LB0260  DYNAMIC HEIGHT  -        197.494 (meters)      647.94  (feet) COMP
 LB0260  MODELED GRAVITY -    980,137.9   (mgal)                       NAVD 88
 LB0260
 LB0260  VERT ORDER      -  SECOND    CLASS 0
 LB0260
 LB0260.The horizontal coordinates were scaled from a map and have
 LB0260.an estimated accuracy of +/- 6 seconds.
 LB0260
 LB0260.The orthometric height was determined by differential leveling and
 LB0260.adjusted by the NATIONAL GEODETIC SURVEY
 LB0260.in June 1991.
 LB0260
 LB0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0260.GEOID18 height accuracy estimate available here.
 LB0260
 LB0260.Click photographs - Photos may exist for this station.
 LB0260
 LB0260.The dynamic height is computed by dividing the NAVD 88
 LB0260.geopotential number by the normal gravity value computed on the
 LB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0260.degrees latitude (g = 980.6199 gals.).
 LB0260
 LB0260.The modeled gravity was interpolated from observed gravity values.
 LB0260
 LB0260;                    North         East    Units  Estimated Accuracy
 LB0260;SPC IN E     -   609,530.       63,470.      MT  (+/- 180 meters Scaled)
 LB0260
 LB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL760100(NAD 83)
 LB0260
 LB0260                          SUPERSEDED SURVEY CONTROL
 LB0260
 LB0260  NGVD 29 (??/??/92)  197.714  (m)          648.67   (f) ADJ UNCH    2 0
 LB0260
 LB0260.Superseded values are not recommended for survey control.
 LB0260
 LB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0260.See file dsdata.pdf to determine how the superseded data were derived.
 LB0260
 LB0260_MARKER: DD = SURVEY DISK
 LB0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0260_SP_SET: BRIDGE RAILING
 LB0260_STAMPING: P 175 1946
 LB0260_MARK LOGO: INHD
 LB0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0260
 LB0260  HISTORY     - Date     Condition        Report By
 LB0260  HISTORY     - 1946     MONUMENTED       INHD
 LB0260  HISTORY     - 1946     GOOD             CGS
 LB0260  HISTORY     - 1962     GOOD             LOCSUR
 LB0260
 LB0260                          STATION DESCRIPTION
 LB0260
 LB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0260'0.5 MI S FROM PERU.
 LB0260'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM ITS JUNCTION
 LB0260'WITH U.S. HIGHWAY 24 AT PERU, AT A 70 FOOT CONCRETE ARCH BRIDGE
 LB0260'OVER LITTLE PIPE CREEK, SET IN THE TOP OF THE NORTH END OF THE
 LB0260'CONCRETE BASE OF THE EAST CONCRETE RAILING, 19 FEET EAST OF AND
 LB0260'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.  NOTE-- MARK
 LB0260'WAS FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
 LB0260
 LB0260                          STATION RECOVERY (1962)
 LB0260
 LB0260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LB0260'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0363 ***********************************************************************
 ME0363  DESIGNATION -  P 176
 ME0363  PID         -  ME0363
 ME0363  STATE/COUNTY-  IN/MARSHALL
 ME0363  COUNTRY     -  US
 ME0363  USGS QUAD   -  CULVER (2019)
 ME0363
 ME0363                         *CURRENT SURVEY CONTROL
 ME0363  ______________________________________________________________________
 ME0363* NAD 83(1986) POSITION- 41 10 18.     (N) 086 24 19.     (W)   SCALED
 ME0363* NAVD 88 ORTHO HEIGHT -   231.531 (meters)      759.61  (feet) ADJUSTED
 ME0363  ______________________________________________________________________
 ME0363  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 ME0363  DYNAMIC HEIGHT  -        231.436 (meters)      759.30  (feet) COMP
 ME0363  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 ME0363
 ME0363  VERT ORDER      -  SECOND    CLASS 0
 ME0363
 ME0363.The horizontal coordinates were scaled from a map and have
 ME0363.an estimated accuracy of +/- 6 seconds.
 ME0363
 ME0363.The orthometric height was determined by differential leveling and
 ME0363.adjusted by the NATIONAL GEODETIC SURVEY
 ME0363.in June 1991.
 ME0363
 ME0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0363.GEOID18 height accuracy estimate available here.
 ME0363
 ME0363.Click photographs - Photos may exist for this station.
 ME0363
 ME0363.The dynamic height is computed by dividing the NAVD 88
 ME0363.geopotential number by the normal gravity value computed on the
 ME0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0363.degrees latitude (g = 980.6199 gals.).
 ME0363
 ME0363.The modeled gravity was interpolated from observed gravity values.
 ME0363
 ME0363;                    North         East    Units  Estimated Accuracy
 ME0363;SPC IN E     -   657,890.       38,020.      MT  (+/- 180 meters Scaled)
 ME0363
 ME0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL498579(NAD 83)
 ME0363
 ME0363                          SUPERSEDED SURVEY CONTROL
 ME0363
 ME0363  NGVD 29 (??/??/92)  231.653  (m)          760.01   (f) ADJ UNCH    2 0
 ME0363
 ME0363.Superseded values are not recommended for survey control.
 ME0363
 ME0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0363.See file dsdata.pdf to determine how the superseded data were derived.
 ME0363
 ME0363_MARKER: DB = BENCH MARK DISK
 ME0363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0363_SP_SET: CULVERT HEADWALL
 ME0363_STAMPING: P 176 1946
 ME0363_MARK LOGO: CGS
 ME0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0363+STABILITY: SURFACE MOTION
 ME0363
 ME0363  HISTORY     - Date     Condition        Report By
 ME0363  HISTORY     - 1946     MONUMENTED       CGS
 ME0363  HISTORY     - 1984     GOOD             USPSQD
 ME0363  HISTORY     - 1988     GOOD             USPSQD
 ME0363
 ME0363                          STATION DESCRIPTION
 ME0363
 ME0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0363'3 MI NE FROM DELONG.
 ME0363'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0363'STATION AT DELONG, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 110,
 ME0363'ABOUT 0.45 MILE EAST OF THE INTERSECTION WITH STATE HIGHWAY
 ME0363'17, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 ME0363'OF A 36-INCH CORRUGATED STEEL PIPE CULVERT, 29 FEET NORTH OF
 ME0363'THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF
 ME0363'THE HEADWALL AND 2 1/2 FEET BELOW HIGHWAY LEVEL.
 ME0363
 ME0363                          STATION RECOVERY (1984)
 ME0363
 ME0363'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0363'ABOUT 0.45 MILE EAST OF WEST SHORE ROAD (OLD STATE HIGHWAY 17) ALONG
 ME0363'STATE HIGHWAY 110, SET IN THE TOP OF THE EAST END OF THE NORTH
 ME0363'CONCRETE HEADWALL OF A 36-INCH CORRUGATED STEEL PIPE CULVERT, 29 FEET
 ME0363'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END
 ME0363'OF THE HEADWALL AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 ME0363
 ME0363                          STATION RECOVERY (1988)
 ME0363
 ME0363'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHH)
 ME0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0439 ***********************************************************************
 ME0439  DESIGNATION -  P 177
 ME0439  PID         -  ME0439
 ME0439  STATE/COUNTY-  IN/FULTON
 ME0439  COUNTRY     -  US
 ME0439  USGS QUAD   -  AKRON (2019)
 ME0439
 ME0439                         *CURRENT SURVEY CONTROL
 ME0439  ______________________________________________________________________
 ME0439* NAD 83(1986) POSITION- 41 04 14.     (N) 086 01 40.     (W)   SCALED
 ME0439* NAVD 88 ORTHO HEIGHT -   262.673 (meters)      861.79  (feet) ADJUSTED
 ME0439  ______________________________________________________________________
 ME0439  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 ME0439  DYNAMIC HEIGHT  -        262.556 (meters)      861.40  (feet) COMP
 ME0439  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 ME0439
 ME0439  VERT ORDER      -  SECOND    CLASS 0
 ME0439
 ME0439.The horizontal coordinates were scaled from a map and have
 ME0439.an estimated accuracy of +/- 6 seconds.
 ME0439
 ME0439.The orthometric height was determined by differential leveling and
 ME0439.adjusted by the NATIONAL GEODETIC SURVEY
 ME0439.in June 1991.
 ME0439
 ME0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0439.GEOID18 height accuracy estimate available here.
 ME0439
 ME0439.Click photographs - Photos may exist for this station.
 ME0439
 ME0439.The dynamic height is computed by dividing the NAVD 88
 ME0439.geopotential number by the normal gravity value computed on the
 ME0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0439.degrees latitude (g = 980.6199 gals.).
 ME0439
 ME0439.The modeled gravity was interpolated from observed gravity values.
 ME0439
 ME0439;                    North         East    Units  Estimated Accuracy
 ME0439;SPC IN E     -   646,460.       69,650.      MT  (+/- 180 meters Scaled)
 ME0439
 ME0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816470(NAD 83)
 ME0439
 ME0439                          SUPERSEDED SURVEY CONTROL
 ME0439
 ME0439  NGVD 29 (??/??/92)  262.797  (m)          862.19   (f) ADJ UNCH    2 0
 ME0439
 ME0439.Superseded values are not recommended for survey control.
 ME0439
 ME0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0439.See file dsdata.pdf to determine how the superseded data were derived.
 ME0439
 ME0439_MARKER: DB = BENCH MARK DISK
 ME0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0439_STAMPING: P 177 1946
 ME0439_MARK LOGO: CGS
 ME0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0439+STABILITY: SURFACE MOTION
 ME0439
 ME0439  HISTORY     - Date     Condition        Report By
 ME0439  HISTORY     - 1946     MONUMENTED       CGS
 ME0439  HISTORY     - 1989     POOR             USPSQD
 ME0439  HISTORY     - 1990     POOR             USPSQD
 ME0439
 ME0439                          STATION DESCRIPTION
 ME0439
 ME0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0439'2.2 MI N FROM AKRON.
 ME0439'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE STATE BANK
 ME0439'BUILDING AT AKRON, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 ME0439'TANGENTS EXTENDING SOUTH AND WEST AND A PAVED ROAD LEADING EAST
 ME0439'TO THE JUNCTION WITH STATE HIGHWAY 14, IN THE SOUTHEAST QUARTER
 ME0439'OF THE JUNCTION, 77 FEET SOUTH OF THE CENTER LINE OF THE PAVED
 ME0439'ROAD EAST, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 57.5
 ME0439'FEET EAST AND ACROSS THE HIGHWAY FROM THE EAST RAIL OF THE WINONA
 ME0439'RAILWAY, 17.5 FEET SOUTH OF A VERTICAL RAIL CORNER FENCE POST,
 ME0439'3.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE EAST
 ME0439'HIGHWAY RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW HIGHWAY LEVEL AND
 ME0439'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0439
 ME0439                          STATION RECOVERY (1989)
 ME0439
 ME0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0439'MARK RECOVERED IN POOR CONDITION.
 ME0439
 ME0439                          STATION RECOVERY (1990)
 ME0439
 ME0439'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0439'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0436 ***********************************************************************
 ME0436  DESIGNATION -  P 178
 ME0436  PID         -  ME0436
 ME0436  STATE/COUNTY-  IN/KOSCIUSKO
 ME0436  COUNTRY     -  US
 ME0436  USGS QUAD   -  MENTONE (2019)
 ME0436
 ME0436                         *CURRENT SURVEY CONTROL
 ME0436  ______________________________________________________________________
 ME0436* NAD 83(1986) POSITION- 41 08 37.     (N) 086 02 18.     (W)   SCALED
 ME0436* NAVD 88 ORTHO HEIGHT -   267.480 (meters)      877.56  (feet) ADJUSTED
 ME0436  ______________________________________________________________________
 ME0436  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME0436  DYNAMIC HEIGHT  -        267.364 (meters)      877.18  (feet) COMP
 ME0436  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 ME0436
 ME0436  VERT ORDER      -  SECOND    CLASS 0
 ME0436
 ME0436.The horizontal coordinates were scaled from a map and have
 ME0436.an estimated accuracy of +/- 6 seconds.
 ME0436
 ME0436.The orthometric height was determined by differential leveling and
 ME0436.adjusted by the NATIONAL GEODETIC SURVEY
 ME0436.in June 1991.
 ME0436
 ME0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0436.GEOID18 height accuracy estimate available here.
 ME0436
 ME0436.Click photographs - Photos may exist for this station.
 ME0436
 ME0436.The dynamic height is computed by dividing the NAVD 88
 ME0436.geopotential number by the normal gravity value computed on the
 ME0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0436.degrees latitude (g = 980.6199 gals.).
 ME0436
 ME0436.The modeled gravity was interpolated from observed gravity values.
 ME0436
 ME0436;                    North         East    Units  Estimated Accuracy
 ME0436;SPC IN E     -   654,570.       68,800.      MT  (+/- 180 meters Scaled)
 ME0436
 ME0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807551(NAD 83)
 ME0436
 ME0436                          SUPERSEDED SURVEY CONTROL
 ME0436
 ME0436  NGVD 29 (??/??/92)  267.605  (m)          877.97   (f) ADJ UNCH    2 0
 ME0436
 ME0436.Superseded values are not recommended for survey control.
 ME0436
 ME0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0436.See file dsdata.pdf to determine how the superseded data were derived.
 ME0436
 ME0436_MARKER: DB = BENCH MARK DISK
 ME0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0436_STAMPING: P 178 1946
 ME0436_MARK LOGO: CGS
 ME0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0436+STABILITY: SURFACE MOTION
 ME0436
 ME0436  HISTORY     - Date     Condition        Report By
 ME0436  HISTORY     - 1946     MONUMENTED       CGS
 ME0436  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 ME0436
 ME0436                          STATION DESCRIPTION
 ME0436
 ME0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0436'2 MI S FROM MENTONE.
 ME0436'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 ME0436'WITH STATE HIGHWAY 25 AT MENTONE, ABOUT 0.15 MILE SOUTH OF A
 ME0436'TWO-STORY BRICK FARM HOUSE ON THE WEST SIDE OF THE HIGHWAY, IN
 ME0436'THE NORTHEAST QUARTER OF AN EAST-WEST PAVED ROAD INTERSECTION,
 ME0436'42 FEET NORTHEAST AND ACROSS THE EAST-WEST ROAD FROM A 6-INCH
 ME0436'CONCRETE CORNER FENCE POST, 33 FEET EAST OF THE CENTER LINE OF
 ME0436'THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ME0436'ROAD, 12 FEET EAST OF A 20-INCH WOODEN CORNER FENCE POST, 1 FOOT
 ME0436'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF THE EAST-WEST ROAD,
 ME0436'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 ME0436'POST PROJECTING ABOUT 6 INCHES.
 ME0436
 ME0436                          STATION RECOVERY (1996)
 ME0436
 ME0436'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0251 ***********************************************************************
 LB0251  DESIGNATION -  P 179
 LB0251  PID         -  LB0251
 LB0251  STATE/COUNTY-  IN/MIAMI
 LB0251  COUNTRY     -  US
 LB0251  USGS QUAD   -  DEEDSVILLE (2019)
 LB0251
 LB0251                         *CURRENT SURVEY CONTROL
 LB0251  ______________________________________________________________________
 LB0251* NAD 83(1986) POSITION- 40 56 30.     (N) 086 01 05.     (W)   SCALED
 LB0251* NAVD 88 ORTHO HEIGHT -   261.331 (meters)      857.38  (feet) ADJUSTED
 LB0251  ______________________________________________________________________
 LB0251  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 LB0251  DYNAMIC HEIGHT  -        261.210 (meters)      856.99  (feet) COMP
 LB0251  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 LB0251
 LB0251  VERT ORDER      -  SECOND    CLASS 0
 LB0251
 LB0251.The horizontal coordinates were scaled from a map and have
 LB0251.an estimated accuracy of +/- 6 seconds.
 LB0251
 LB0251.The orthometric height was determined by differential leveling and
 LB0251.adjusted by the NATIONAL GEODETIC SURVEY
 LB0251.in June 1991.
 LB0251
 LB0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0251.GEOID18 height accuracy estimate available here.
 LB0251
 LB0251.Click photographs - Photos may exist for this station.
 LB0251
 LB0251.The dynamic height is computed by dividing the NAVD 88
 LB0251.geopotential number by the normal gravity value computed on the
 LB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0251.degrees latitude (g = 980.6199 gals.).
 LB0251
 LB0251.The modeled gravity was interpolated from observed gravity values.
 LB0251
 LB0251;                    North         East    Units  Estimated Accuracy
 LB0251;SPC IN E     -   632,140.       70,410.      MT  (+/- 180 meters Scaled)
 LB0251
 LB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL826327(NAD 83)
 LB0251
 LB0251                          SUPERSEDED SURVEY CONTROL
 LB0251
 LB0251  NGVD 29 (??/??/92)  261.452  (m)          857.78   (f) ADJ UNCH    2 0
 LB0251
 LB0251.Superseded values are not recommended for survey control.
 LB0251
 LB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0251.See file dsdata.pdf to determine how the superseded data were derived.
 LB0251
 LB0251_MARKER: DB = BENCH MARK DISK
 LB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0251_STAMPING: P 179 1946
 LB0251_MARK LOGO: CGS
 LB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0251+STABILITY: SURFACE MOTION
 LB0251
 LB0251  HISTORY     - Date     Condition        Report By
 LB0251  HISTORY     - 1946     MONUMENTED       CGS
 LB0251  HISTORY     - 1989     GOOD             USPSQD
 LB0251
 LB0251                          STATION DESCRIPTION
 LB0251
 LB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0251'1.9 MI S FROM GILEAD.
 LB0251'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0251'TOWNSHIP SCHOOL AT GILEAD, AT A TURN IN THE HIGHWAY WITH TANGENTS
 LB0251'EXTENDING NORTH AND WEST, AND A GRAVEL ROAD LEADING EAST, AND IN
 LB0251'THE SOUTHEAST QUARTER OF THE CROSSING OF THE WINONA RAILROAD,
 LB0251'28 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH TANGENT OF
 LB0251'THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT
 LB0251'OF THE HIGHWAY, 21 FEET EAST OF POWER POLE NO. 3-172/251, 9
 LB0251'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH GILEAD
 LB0251'RAILROAD PHONE BOX, 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP
 LB0251'OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0251
 LB0251                          STATION RECOVERY (1989)
 LB0251
 LB0251'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0867 ***********************************************************************
 ME0867  DESIGNATION -  P 18
 ME0867  PID         -  ME0867
 ME0867  STATE/COUNTY-  IN/LA PORTE
 ME0867  COUNTRY     -  US
 ME0867  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0867
 ME0867                         *CURRENT SURVEY CONTROL
 ME0867  ______________________________________________________________________
 ME0867* NAD 83(1986) POSITION- 41 42 02.     (N) 086 53 39.     (W)   SCALED
 ME0867* NAVD 88 ORTHO HEIGHT -   189.938 (meters)      623.15  (feet) ADJUSTED
 ME0867  ______________________________________________________________________
 ME0867  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0867  DYNAMIC HEIGHT  -        189.868 (meters)      622.93  (feet) COMP
 ME0867  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME0867
 ME0867  VERT ORDER      -  SECOND    CLASS 0
 ME0867
 ME0867.The horizontal coordinates were scaled from a map and have
 ME0867.an estimated accuracy of +/- 6 seconds.
 ME0867
 ME0867.The orthometric height was determined by differential leveling and
 ME0867.adjusted by the NATIONAL GEODETIC SURVEY
 ME0867.in June 1991.
 ME0867
 ME0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0867.GEOID18 height accuracy estimate available here.
 ME0867
 ME0867.Click photographs - Photos may exist for this station.
 ME0867
 ME0867.The dynamic height is computed by dividing the NAVD 88
 ME0867.geopotential number by the normal gravity value computed on the
 ME0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0867.degrees latitude (g = 980.6199 gals.).
 ME0867
 ME0867.The modeled gravity was interpolated from observed gravity values.
 ME0867
 ME0867;                    North         East    Units  Estimated Accuracy
 ME0867;SPC IN W     -   716,380.      915,750.      MT  (+/- 180 meters Scaled)
 ME0867
 ME0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM088165(NAD 83)
 ME0867
 ME0867                          SUPERSEDED SURVEY CONTROL
 ME0867
 ME0867  NGVD 29 (??/??/92)  190.048  (m)          623.52   (f) ADJ UNCH    2 0
 ME0867
 ME0867.Superseded values are not recommended for survey control.
 ME0867
 ME0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0867.See file dsdata.pdf to determine how the superseded data were derived.
 ME0867
 ME0867_MARKER: DB = BENCH MARK DISK
 ME0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0867_STAMPING: P 18 1934
 ME0867_MARK LOGO: CGS
 ME0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0867+STABILITY: SURFACE MOTION
 ME0867
 ME0867  HISTORY     - Date     Condition        Report By
 ME0867  HISTORY     - 1934     MONUMENTED       CGS
 ME0867  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 ME0867
 ME0867                          STATION DESCRIPTION
 ME0867
 ME0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0867'AT MICHIGAN CITY.
 ME0867'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0867'RAILWAY, 24 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION,
 ME0867'20 YARDS WEST OF THE CENTER LINE OF FRANKLIN STREET, 9 YARDS NORTH
 ME0867'OF THE NORTH RAIL, 8 YARDS WEST OF THE WEST EDGE OF THE SIDEWALK
 ME0867'ON THE WEST SIDE OF FRANKLIN STREET, IN THE SOUTHEAST CORNER
 ME0867'OF THE GRASS PLOT AT THE EAST END OF THE STATION, A CONCRETE
 ME0867'POST, 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED P
 ME0867'18 1934.
 ME0867
 ME0867                          STATION RECOVERY (2006)
 ME0867
 ME0867'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 ME0867'THE RAILROAD STATION IS GONE. MEASUREMENTS CONVERGED ON A CONCRETE
 ME0867'POST WITH A MISSING TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0206 ***********************************************************************
 LB0206  DESIGNATION -  P 180
 LB0206  PID         -  LB0206
 LB0206  STATE/COUNTY-  IN/MIAMI
 LB0206  COUNTRY     -  US
 LB0206  USGS QUAD   -  DEEDSVILLE (2019)
 LB0206
 LB0206                         *CURRENT SURVEY CONTROL
 LB0206  ______________________________________________________________________
 LB0206* NAD 83(1986) POSITION- 40 58 08.     (N) 086 05 34.     (W)   SCALED
 LB0206* NAVD 88 ORTHO HEIGHT -   259.288 (meters)      850.68  (feet) ADJUSTED
 LB0206  ______________________________________________________________________
 LB0206  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 LB0206  DYNAMIC HEIGHT  -        259.170 (meters)      850.29  (feet) COMP
 LB0206  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 LB0206
 LB0206  VERT ORDER      -  SECOND    CLASS 0
 LB0206
 LB0206.The horizontal coordinates were scaled from a map and have
 LB0206.an estimated accuracy of +/- 6 seconds.
 LB0206
 LB0206.The orthometric height was determined by differential leveling and
 LB0206.adjusted by the NATIONAL GEODETIC SURVEY
 LB0206.in June 1991.
 LB0206
 LB0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0206.GEOID18 height accuracy estimate available here.
 LB0206
 LB0206.Click photographs - Photos may exist for this station.
 LB0206
 LB0206.The dynamic height is computed by dividing the NAVD 88
 LB0206.geopotential number by the normal gravity value computed on the
 LB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0206.degrees latitude (g = 980.6199 gals.).
 LB0206
 LB0206.The modeled gravity was interpolated from observed gravity values.
 LB0206
 LB0206;                    North         East    Units  Estimated Accuracy
 LB0206;SPC IN E     -   635,190.       64,130.      MT  (+/- 180 meters Scaled)
 LB0206
 LB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL763356(NAD 83)
 LB0206
 LB0206                          SUPERSEDED SURVEY CONTROL
 LB0206
 LB0206  NGVD 29 (??/??/92)  259.408  (m)          851.07   (f) ADJ UNCH    2 0
 LB0206
 LB0206.Superseded values are not recommended for survey control.
 LB0206
 LB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0206.See file dsdata.pdf to determine how the superseded data were derived.
 LB0206
 LB0206_MARKER: DB = BENCH MARK DISK
 LB0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0206_STAMPING: P 180 1946
 LB0206_MARK LOGO: CGS
 LB0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0206+STABILITY: SURFACE MOTION
 LB0206
 LB0206  HISTORY     - Date     Condition        Report By
 LB0206  HISTORY     - 1946     MONUMENTED       CGS
 LB0206  HISTORY     - 1989     GOOD             USPSQD
 LB0206
 LB0206                          STATION DESCRIPTION
 LB0206
 LB0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0206'2.3 MI NE FROM MACY.
 LB0206'ABOUT 0.65 MILE NORTH ALONG A BLACK TOP ROAD FROM THE M.E. CHURCH
 LB0206'AT MACY, THENCE ABOUT 1.65 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 LB0206'0.15 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH ROAD, AT A
 LB0206'WOODEN GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND AT THE T FENCE
 LB0206'CORNER OF A FENCE LEADING NORTH, 44.5 FEET EAST OF THE T FENCE
 LB0206'CORNER POST, 40 FEET NORTHEAST AND ACROSS THE ROAD FROM A T
 LB0206'FENCE CORNER IN THE SOUTH RIGHT-OF-WAY FENCE, 34 FEET SOUTHWEST
 LB0206'OF A 24 INCH MAPLE TREE, 3.5 FEET WEST OF A TELEPHONE POLE, 19
 LB0206'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 LB0206'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0206
 LB0206                          STATION RECOVERY (1989)
 LB0206
 LB0206'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0173 ***********************************************************************
 LB0173  DESIGNATION -  P 181
 LB0173  PID         -  LB0173
 LB0173  STATE/COUNTY-  IN/FULTON
 LB0173  COUNTRY     -  US
 LB0173  USGS QUAD   -  MACY (2019)
 LB0173
 LB0173                         *CURRENT SURVEY CONTROL
 LB0173  ______________________________________________________________________
 LB0173* NAD 83(1986) POSITION- 40 54 58.     (N) 086 14 32.     (W)   SCALED
 LB0173* NAVD 88 ORTHO HEIGHT -   247.282 (meters)      811.29  (feet) ADJUSTED
 LB0173  ______________________________________________________________________
 LB0173  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 LB0173  DYNAMIC HEIGHT  -        247.171 (meters)      810.93  (feet) COMP
 LB0173  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 LB0173
 LB0173  VERT ORDER      -  SECOND    CLASS 0
 LB0173
 LB0173.The horizontal coordinates were scaled from a map and have
 LB0173.an estimated accuracy of +/- 6 seconds.
 LB0173
 LB0173.The orthometric height was determined by differential leveling and
 LB0173.adjusted by the NATIONAL GEODETIC SURVEY
 LB0173.in June 1991.
 LB0173
 LB0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0173.GEOID18 height accuracy estimate available here.
 LB0173
 LB0173.Click photographs - Photos may exist for this station.
 LB0173
 LB0173.The dynamic height is computed by dividing the NAVD 88
 LB0173.geopotential number by the normal gravity value computed on the
 LB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0173.degrees latitude (g = 980.6199 gals.).
 LB0173
 LB0173.The modeled gravity was interpolated from observed gravity values.
 LB0173
 LB0173;                    North         East    Units  Estimated Accuracy
 LB0173;SPC IN E     -   629,400.       51,520.      MT  (+/- 180 meters Scaled)
 LB0173
 LB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638297(NAD 83)
 LB0173
 LB0173                          SUPERSEDED SURVEY CONTROL
 LB0173
 LB0173  NGVD 29 (??/??/92)  247.401  (m)          811.68   (f) ADJ UNCH    2 0
 LB0173
 LB0173.Superseded values are not recommended for survey control.
 LB0173
 LB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0173.See file dsdata.pdf to determine how the superseded data were derived.
 LB0173
 LB0173_MARKER: DB = BENCH MARK DISK
 LB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0173_STAMPING: P 181 1946
 LB0173_MARK LOGO: CGS
 LB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0173+STABILITY: SURFACE MOTION
 LB0173
 LB0173  HISTORY     - Date     Condition        Report By
 LB0173  HISTORY     - 1946     MONUMENTED       CGS
 LB0173  HISTORY     - 1989     GOOD             USPSQD
 LB0173  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0173
 LB0173                          STATION DESCRIPTION
 LB0173
 LB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0173'3.2 MI SE FROM FULTON.
 LB0173'ABOUT 0.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0173'AT FULTON, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 LB0173'THENCE ABOUT 1.0 MILE EAST, THENCE ABOUT 1.0 MILE SOUTH ALONG
 LB0173'GRAVEL COUNTY ROADS, ABOUT 0.5 MILE NORTH OF THE CASS-FULTON
 LB0173'COUNTY LINE, ABOUT 0.7 MILE NORTH OF THE CROSSING OF THE CHESAPEAKE
 LB0173'AND OHIO RAILROAD, SET AT A T FENCE CORNER IN THE EAST RIGHT-OF-WAY
 LB0173'FENCE, 40 FEET SOUTHEAST AND ACROSS THE ROAD FROM A 24 INCH
 LB0173'CONCRETE FENCE CORNER POST AT A T FENCE IN THE WEST RIGHT-OF-WAY
 LB0173'FENCE, 24.5 FEET SOUTH OF AN 18 INCH FENCE CORNER POST IN THE
 LB0173'EAST RIGHT-OF-WAY FENCE, 19 FEET EAST OF THE CENTER LINE OF THE
 LB0173'ROAD, 1 FOOT EAST OF THE FENCE, ABOUT LEVEL WITH THE ROAD, AND
 LB0173'SET IN A CONCRETE POST PROJECTING 6 INCHES.
 LB0173
 LB0173                          STATION RECOVERY (1989)
 LB0173
 LB0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0173'RECOVERED IN GOOD CONDITION.
 LB0173
 LB0173                          STATION RECOVERY (1992)
 LB0173
 LB0173'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1642 ***********************************************************************
 LA1642  DESIGNATION -  P 182
 LA1642  PID         -  LA1642
 LA1642  STATE/COUNTY-  IN/WABASH
 LA1642  COUNTRY     -  US
 LA1642  USGS QUAD   -  WABASH (2019)
 LA1642
 LA1642                         *CURRENT SURVEY CONTROL
 LA1642  ______________________________________________________________________
 LA1642* NAD 83(1986) POSITION- 40 50 23.7    (N) 085 47 21.3    (W)   HD_HELD2
 LA1642* NAVD 88 ORTHO HEIGHT -   249.926 (meters)      819.97  (feet) ADJUSTED
 LA1642  ______________________________________________________________________
 LA1642  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 LA1642  DYNAMIC HEIGHT  -        249.809 (meters)      819.58  (feet) COMP
 LA1642  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LA1642
 LA1642  VERT ORDER      -  FIRST     CLASS II
 LA1642
 LA1642.The horizontal coordinates were established by autonomous hand held GPS
 LA1642.observations and have an estimated accuracy of +/- 10 meters.
 LA1642
 LA1642.The orthometric height was determined by differential leveling and
 LA1642.adjusted by the NATIONAL GEODETIC SURVEY
 LA1642.in June 1991.
 LA1642
 LA1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1642.GEOID18 height accuracy estimate available here.
 LA1642
 LA1642.Click photographs - Photos may exist for this station.
 LA1642
 LA1642.The dynamic height is computed by dividing the NAVD 88
 LA1642.geopotential number by the normal gravity value computed on the
 LA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1642.degrees latitude (g = 980.6199 gals.).
 LA1642
 LA1642.The modeled gravity was interpolated from observed gravity values.
 LA1642
 LA1642;                    North         East    Units  Estimated Accuracy
 LA1642;SPC IN E     -   620,788.       89,662.      MT  (+/- 10 meters HH2 GPS)
 LA1642
 LA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0207321691(NAD 83)
 LA1642
 LA1642                          SUPERSEDED SURVEY CONTROL
 LA1642
 LA1642  NGVD 29 (??/??/92)  250.048  (m)          820.37   (f) ADJ UNCH    1 2
 LA1642
 LA1642.Superseded values are not recommended for survey control.
 LA1642
 LA1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1642.See file dsdata.pdf to determine how the superseded data were derived.
 LA1642
 LA1642_MARKER: DB = BENCH MARK DISK
 LA1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1642_STAMPING: P 182 1946
 LA1642_MARK LOGO: CGS
 LA1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1642+STABILITY: SURFACE MOTION
 LA1642
 LA1642  HISTORY     - Date     Condition        Report By
 LA1642  HISTORY     - 1946     MONUMENTED       CGS
 LA1642  HISTORY     - 1975     GOOD             NGS
 LA1642
 LA1642                          STATION DESCRIPTION
 LA1642
 LA1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1642'1 MI S FROM SPEICHER.
 LA1642'ABOUT 1.0 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1642'THE GRAIN ELEVATOR AT SPEICHER, ABOUT 7 POLES SOUTH OF MILE POST
 LA1642'110, SET IN THE NORTHEAST QUARTER OF A DIRT ROAD CROSSING,
 LA1642'63 FEET NORTHEAST AND ACROSS THE ROAD FROM THE CROSSING WARNING
 LA1642'SIGN, 57 FEET SOUTH OF THE SECOND POLE SOUTH OF MILE POST 110/05,
 LA1642'38.5 FEET EAST OF THE EAST RAIL, 38 FEET NORTH OF THE CENTER
 LA1642'LINE OF THE ROAD, 9 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 LA1642'ABOUT 1 FOOT BELOW THE CROSSING, AND SET IN THE TOP OF A CONCRETE
 LA1642'POST PROJECTING 6 INCHES.
 LA1642
 LA1642                          STATION RECOVERY (1975)
 LA1642
 LA1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LA1642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0161 ***********************************************************************
 LB0161  DESIGNATION -  P 183
 LB0161  PID         -  LB0161
 LB0161  STATE/COUNTY-  IN/MIAMI
 LB0161  COUNTRY     -  US
 LB0161  USGS QUAD   -  PERU (2019)
 LB0161
 LB0161                         *CURRENT SURVEY CONTROL
 LB0161  ______________________________________________________________________
 LB0161* NAD 83(1986) POSITION- 40 51 57.     (N) 086 04 39.     (W)   SCALED
 LB0161* NAVD 88 ORTHO HEIGHT -   216.109 (meters)      709.02  (feet) ADJUSTED
 LB0161  ______________________________________________________________________
 LB0161  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 LB0161  DYNAMIC HEIGHT  -        216.007 (meters)      708.68  (feet) COMP
 LB0161  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 LB0161
 LB0161  VERT ORDER      -  SECOND    CLASS 0
 LB0161
 LB0161.The horizontal coordinates were scaled from a map and have
 LB0161.an estimated accuracy of +/- 6 seconds.
 LB0161
 LB0161.The orthometric height was determined by differential leveling and
 LB0161.adjusted by the NATIONAL GEODETIC SURVEY
 LB0161.in June 1991.
 LB0161
 LB0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0161.GEOID18 height accuracy estimate available here.
 LB0161
 LB0161.Click photographs - Photos may exist for this station.
 LB0161
 LB0161.The dynamic height is computed by dividing the NAVD 88
 LB0161.geopotential number by the normal gravity value computed on the
 LB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0161.degrees latitude (g = 980.6199 gals.).
 LB0161
 LB0161.The modeled gravity was interpolated from observed gravity values.
 LB0161
 LB0161;                    North         East    Units  Estimated Accuracy
 LB0161;SPC IN E     -   623,740.       65,370.      MT  (+/- 180 meters Scaled)
 LB0161
 LB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL777242(NAD 83)
 LB0161
 LB0161                          SUPERSEDED SURVEY CONTROL
 LB0161
 LB0161  NGVD 29 (??/??/92)  216.229  (m)          709.41   (f) ADJ UNCH    2 0
 LB0161
 LB0161.Superseded values are not recommended for survey control.
 LB0161
 LB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0161.See file dsdata.pdf to determine how the superseded data were derived.
 LB0161
 LB0161_MARKER: DB = BENCH MARK DISK
 LB0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0161_SP_SET: BUILDING
 LB0161_STAMPING: P 183 1946
 LB0161_MARK LOGO: CGS
 LB0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0161
 LB0161  HISTORY     - Date     Condition        Report By
 LB0161  HISTORY     - 1946     MONUMENTED       CGS
 LB0161  HISTORY     - 1970     GOOD             BRADY
 LB0161  HISTORY     - 1989     GOOD             USPSQD
 LB0161
 LB0161                          STATION DESCRIPTION
 LB0161
 LB0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0161'AT DENVER.
 LB0161'AT DENVER, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 LB0161'CORNER OF THE WABASH VALLEY TRUST COMPANY SAVINGS BANK BUILDING,
 LB0161'ABOUT 35 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 16, 1 FOOT
 LB0161'WEST OF THE NORTHEAST CORNER OF THE BUILDING AND 1.4 FOOT ABOVE
 LB0161'THE SIDE WALK.
 LB0161
 LB0161                          STATION RECOVERY (1970)
 LB0161
 LB0161'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970
 LB0161'RECOVERED IN GOOD CONDITION.
 LB0161
 LB0161                          STATION RECOVERY (1989)
 LB0161
 LB0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1260 ***********************************************************************
 MD1260  DESIGNATION -  P 184
 MD1260  PID         -  MD1260
 MD1260  STATE/COUNTY-  IN/KOSCIUSKO
 MD1260  COUNTRY     -  US
 MD1260  USGS QUAD   -  BURKET (2019)
 MD1260
 MD1260                         *CURRENT SURVEY CONTROL
 MD1260  ______________________________________________________________________
 MD1260* NAD 83(1986) POSITION- 41 14 52.     (N) 085 55 39.     (W)   SCALED
 MD1260* NAVD 88 ORTHO HEIGHT -   248.227 (meters)      814.39  (feet) ADJUSTED
 MD1260  ______________________________________________________________________
 MD1260  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 MD1260  DYNAMIC HEIGHT  -        248.122 (meters)      814.05  (feet) COMP
 MD1260  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 MD1260
 MD1260  VERT ORDER      -  FIRST     CLASS I
 MD1260
 MD1260.The horizontal coordinates were scaled from a map and have
 MD1260.an estimated accuracy of +/- 6 seconds.
 MD1260
 MD1260.The orthometric height was determined by differential leveling and
 MD1260.adjusted by the NATIONAL GEODETIC SURVEY
 MD1260.in April 1995.
 MD1260
 MD1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1260.GEOID18 height accuracy estimate available here.
 MD1260
 MD1260.Click photographs - Photos may exist for this station.
 MD1260
 MD1260.The dynamic height is computed by dividing the NAVD 88
 MD1260.geopotential number by the normal gravity value computed on the
 MD1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1260.degrees latitude (g = 980.6199 gals.).
 MD1260
 MD1260.The modeled gravity was interpolated from observed gravity values.
 MD1260
 MD1260;                    North         East    Units  Estimated Accuracy
 MD1260;SPC IN E     -   666,110.       78,140.      MT  (+/- 180 meters Scaled)
 MD1260
 MD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL898668(NAD 83)
 MD1260
 MD1260                          SUPERSEDED SURVEY CONTROL
 MD1260
 MD1260  NAVD 88 (06/15/91)  248.221  (m)          814.37   (f) SUPERSEDED  1 1
 MD1260  NGVD 29 (01/19/93)  248.352  (m)          814.80   (f) ADJUSTED    1 1
 MD1260  NGVD 29 (??/??/92)  248.352  (m)          814.80   (f) SUPERSEDED  1 1
 MD1260
 MD1260.Superseded values are not recommended for survey control.
 MD1260
 MD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1260.See file dsdata.pdf to determine how the superseded data were derived.
 MD1260
 MD1260_MARKER: DB = BENCH MARK DISK
 MD1260_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD1260_SP_SET: FOOTING
 MD1260_STAMPING: P 184 1946
 MD1260_MARK LOGO: CGS
 MD1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1260+STABILITY: SURFACE MOTION
 MD1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1260+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1260
 MD1260  HISTORY     - Date     Condition        Report By
 MD1260  HISTORY     - 1946     MONUMENTED       CGS
 MD1260  HISTORY     - 1968     GOOD             CGS
 MD1260  HISTORY     - 1969     GOOD             INHD
 MD1260  HISTORY     - 1983     GOOD             USACE
 MD1260  HISTORY     - 1984     GOOD             USPSQD
 MD1260  HISTORY     - 19920909 GOOD             NGS
 MD1260
 MD1260                          STATION DESCRIPTION
 MD1260
 MD1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1260'2.6 MI SE FROM ATWOOD.
 MD1260'ABOUT 2.6 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1260'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 0.2 MILE
 MD1260'SOUTHEAST OF MILEPOST 363, ABOUT 0.25 MILE NORTHWEST OF THE
 MD1260'BRIDGE OVER TIPPECANOE RIVER, SET VERTICALLY IN THE SOUTHWEST
 MD1260'FACE OF A 3 1/2 FOOT SQUARE ABANDONED CON. BASE, 6.9 FEET
 MD1260'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 0.7 FOOT
 MD1260'ABOVE THE LEVEL OF THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE
 MD1260'TRACK.  SEC 3, T 32N, R 5 E.
 MD1260
 MD1260                          STATION RECOVERY (1969)
 MD1260
 MD1260'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1260'RECOVERED IN GOOD CONDITION.
 MD1260
 MD1260                          STATION RECOVERY (1983)
 MD1260
 MD1260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1260'RECOVERED IN GOOD CONDITION.
 MD1260
 MD1260                          STATION RECOVERY (1984)
 MD1260
 MD1260'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1260'ADDTIONAL: ABOUT 380 YARDS NORTH WEST OF BRIDGE OVER TRIPPE CANOE
 MD1260'RIVER, 15.5 FEET SOUTH OF WITNESS POST, 20.0 FEET NORTH EAST OF NORTH
 MD1260'RAIL OF EAST BOUND TRACK, 1.3 FEET BELOW OF TRACK.
 MD1260
 MD1260                          STATION RECOVERY (1992)
 MD1260
 MD1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1260'6.2 KM (3.85 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1260'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, SET VERTICALLY IN THE
 MD1260'SOUTHWEST FACE OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 MD1260'REMOVED), 39.9 M (130.9 FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY
 MD1260'30, 11.4 M (37.4 FT) WEST OF A UTILITY POLE, 4.7 M (15.4 FT)
 MD1260'SOUTHWEST OF A WITNESS POST, 2.0 M (6.6 FT) NORTH OF THE NEAR RAIL,
 MD1260'0.6 M (2.0 FT) SOUTHEAST OF THE WEST CORNER OF THE FOOTING, 0.4 M
 MD1260'(1.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) ABOVE THE
 MD1260'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1320 ***********************************************************************
 LA1320  DESIGNATION -  P 185
 LA1320  PID         -  LA1320
 LA1320  STATE/COUNTY-  IN/GRANT
 LA1320  COUNTRY     -  US
 LA1320  USGS QUAD   -  FAIRMOUNT (2019)
 LA1320
 LA1320                         *CURRENT SURVEY CONTROL
 LA1320  ______________________________________________________________________
 LA1320* NAD 83(1986) POSITION- 40 26 15.     (N) 085 38 18.     (W)   SCALED
 LA1320* NAVD 88 ORTHO HEIGHT -   263.415 (meters)      864.22  (feet) ADJUSTED
 LA1320  ______________________________________________________________________
 LA1320  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LA1320  DYNAMIC HEIGHT  -        263.280 (meters)      863.78  (feet) COMP
 LA1320  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 LA1320
 LA1320  VERT ORDER      -  FIRST     CLASS II
 LA1320
 LA1320.The horizontal coordinates were scaled from a map and have
 LA1320.an estimated accuracy of +/- 6 seconds.
 LA1320
 LA1320.The orthometric height was determined by differential leveling and
 LA1320.adjusted by the NATIONAL GEODETIC SURVEY
 LA1320.in June 1991.
 LA1320
 LA1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1320.GEOID18 height accuracy estimate available here.
 LA1320
 LA1320.Click photographs - Photos may exist for this station.
 LA1320
 LA1320.The dynamic height is computed by dividing the NAVD 88
 LA1320.geopotential number by the normal gravity value computed on the
 LA1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1320.degrees latitude (g = 980.6199 gals.).
 LA1320
 LA1320.The modeled gravity was interpolated from observed gravity values.
 LA1320
 LA1320;                    North         East    Units  Estimated Accuracy
 LA1320;SPC IN E     -   576,100.      102,400.      MT  (+/- 180 meters Scaled)
 LA1320
 LA1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK154772(NAD 83)
 LA1320
 LA1320                          SUPERSEDED SURVEY CONTROL
 LA1320
 LA1320  NGVD 29 (??/??/92)  263.556  (m)          864.68   (f) ADJ UNCH    1 2
 LA1320
 LA1320.Superseded values are not recommended for survey control.
 LA1320
 LA1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1320.See file dsdata.pdf to determine how the superseded data were derived.
 LA1320
 LA1320_MARKER: DB = BENCH MARK DISK
 LA1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1320_STAMPING: P 185 1946
 LA1320_MARK LOGO: CGS
 LA1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1320+STABILITY: SURFACE MOTION
 LA1320
 LA1320  HISTORY     - Date     Condition        Report By
 LA1320  HISTORY     - 1946     MONUMENTED       CGS
 LA1320
 LA1320                          STATION DESCRIPTION
 LA1320
 LA1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1320'1.6 MI N FROM FAIRMOUNT.
 LA1320'ABOUT 1.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1320'THE STATION AT FAIRMOUNT, SET IN THE SOUTHEAST QUARTER OF A
 LA1320'GRAVEL ROAD CROSSING AND IN THE SOUTHWEST ANGLE OF A T ROAD
 LA1320'LEADING SOUTH, 40 FEET EAST OF THE EAST RAIL, 53 FEET WEST OF THE
 LA1320'CENTER LINE OF THE GRAVEL ROAD LEADING SOUTH, 20 FEET SOUTH OF
 LA1320'THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 4 FEET SOUTH OF
 LA1320'POWER POLE IGS GR F40-83207, 4 FEET WEST OF A 6 INCH CONCRETE
 LA1320'RIGHT-OF-WAY MARKER, ABOUT 2 FEET BELOW THE CROSSING, AND SET
 LA1320'IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1099 ***********************************************************************
 MD1099  DESIGNATION -  P 186
 MD1099  PID         -  MD1099
 MD1099  STATE/COUNTY-  IN/KOSCIUSKO
 MD1099  COUNTRY     -  US
 MD1099  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1099
 MD1099                         *CURRENT SURVEY CONTROL
 MD1099  ______________________________________________________________________
 MD1099* NAD 83(1986) POSITION- 41 06 12.     (N) 085 41 34.     (W)   SCALED
 MD1099* NAVD 88 ORTHO HEIGHT -   255.887 (meters)      839.52  (feet) ADJUSTED
 MD1099  ______________________________________________________________________
 MD1099  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 MD1099  DYNAMIC HEIGHT  -        255.775 (meters)      839.16  (feet) COMP
 MD1099  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 MD1099
 MD1099  VERT ORDER      -  SECOND    CLASS 0
 MD1099
 MD1099.The horizontal coordinates were scaled from a map and have
 MD1099.an estimated accuracy of +/- 6 seconds.
 MD1099
 MD1099.The orthometric height was determined by differential leveling and
 MD1099.adjusted by the NATIONAL GEODETIC SURVEY
 MD1099.in June 1991.
 MD1099
 MD1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1099.GEOID18 height accuracy estimate available here.
 MD1099
 MD1099.Click photographs - Photos may exist for this station.
 MD1099
 MD1099.The dynamic height is computed by dividing the NAVD 88
 MD1099.geopotential number by the normal gravity value computed on the
 MD1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1099.degrees latitude (g = 980.6199 gals.).
 MD1099
 MD1099.The modeled gravity was interpolated from observed gravity values.
 MD1099
 MD1099;                    North         East    Units  Estimated Accuracy
 MD1099;SPC IN E     -   650,030.       97,810.      MT  (+/- 180 meters Scaled)
 MD1099
 MD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL097510(NAD 83)
 MD1099
 MD1099                          SUPERSEDED SURVEY CONTROL
 MD1099
 MD1099  NGVD 29 (??/??/92)  256.015  (m)          839.94   (f) ADJ UNCH    2 0
 MD1099
 MD1099.Superseded values are not recommended for survey control.
 MD1099
 MD1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1099.See file dsdata.pdf to determine how the superseded data were derived.
 MD1099
 MD1099_MARKER: DB = BENCH MARK DISK
 MD1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1099_SP_SET: BRIDGE
 MD1099_STAMPING: P 186 1946
 MD1099_MARK LOGO: CGS
 MD1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1099
 MD1099  HISTORY     - Date     Condition        Report By
 MD1099  HISTORY     - 1946     MONUMENTED       CGS
 MD1099  HISTORY     - 1990     GOOD             USPSQD
 MD1099
 MD1099                          STATION DESCRIPTION
 MD1099
 MD1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1099'2.6 MI E FROM SIDNEY.
 MD1099'2.6 MILES EAST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING AT
 MD1099'SIDNEY, ABOUT 0.4 MILE WEST OF THE KOSCIUSKO-WHITLEY COUNTY LINE
 MD1099'AND THE END OF THE PAVEMENT, SET IN THE TOP OF THE NORTHEAST
 MD1099'CONCRETE WINGWALL OF A 20-FOOT MASONRY ARCH BRIDGE OVER A SMALL
 MD1099'STREAM, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 MD1099'NORTHEAST OF THE EAST END OF THE NORTH CONCRETE BRIDGE RAILING,
 MD1099'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 MD1099
 MD1099                          STATION RECOVERY (1990)
 MD1099
 MD1099'RECOVERY NOTE BY US POWER SQUADRON 1990 (VJC)
 MD1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0896 ***********************************************************************
 LA0896  DESIGNATION -  P 188
 LA0896  PID         -  LA0896
 LA0896  STATE/COUNTY-  IN/HUNTINGTON
 LA0896  COUNTRY     -  US
 LA0896  USGS QUAD   -  ZANESVILLE (2019)
 LA0896
 LA0896                         *CURRENT SURVEY CONTROL
 LA0896  ______________________________________________________________________
 LA0896* NAD 83(1986) POSITION- 40 54 12.     (N) 085 21 19.     (W)   SCALED
 LA0896* NAVD 88 ORTHO HEIGHT -   240.254 (meters)      788.23  (feet) ADJUSTED
 LA0896  ______________________________________________________________________
 LA0896  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 LA0896  DYNAMIC HEIGHT  -        240.144 (meters)      787.87  (feet) COMP
 LA0896  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 LA0896
 LA0896  VERT ORDER      -  SECOND    CLASS 0
 LA0896
 LA0896.The horizontal coordinates were scaled from a map and have
 LA0896.an estimated accuracy of +/- 6 seconds.
 LA0896
 LA0896.The orthometric height was determined by differential leveling and
 LA0896.adjusted by the NATIONAL GEODETIC SURVEY
 LA0896.in June 1991.
 LA0896
 LA0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0896.GEOID18 height accuracy estimate available here.
 LA0896
 LA0896.Click photographs - Photos may exist for this station.
 LA0896
 LA0896.The dynamic height is computed by dividing the NAVD 88
 LA0896.geopotential number by the normal gravity value computed on the
 LA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0896.degrees latitude (g = 980.6199 gals.).
 LA0896
 LA0896.The modeled gravity was interpolated from observed gravity values.
 LA0896
 LA0896;                    North         East    Units  Estimated Accuracy
 LA0896;SPC IN E     -   627,870.      126,240.      MT  (+/- 180 meters Scaled)
 LA0896
 LA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL385293(NAD 83)
 LA0896
 LA0896                          SUPERSEDED SURVEY CONTROL
 LA0896
 LA0896  NGVD 29 (??/??/92)  240.395  (m)          788.70   (f) ADJ UNCH    2 0
 LA0896
 LA0896.Superseded values are not recommended for survey control.
 LA0896
 LA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0896.See file dsdata.pdf to determine how the superseded data were derived.
 LA0896
 LA0896_MARKER: DB = BENCH MARK DISK
 LA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0896_STAMPING: P 188 1946
 LA0896_MARK LOGO: CGS
 LA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0896+STABILITY: SURFACE MOTION
 LA0896
 LA0896  HISTORY     - Date     Condition        Report By
 LA0896  HISTORY     - 1946     MONUMENTED       CGS
 LA0896  HISTORY     - 20140318 POOR             INDIV
 LA0896
 LA0896                          STATION DESCRIPTION
 LA0896
 LA0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0896'3.2 MI E FROM MARDENIS.
 LA0896'ABOUT 3.15 MILES EAST ALONG A PAVED ROAD FROM THE CROSS ROADS
 LA0896'AT MARDENIS, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD,
 LA0896'1.0 MILE WEST OF THE HUNGTINTON-WELLS COUNTY LINE, IN THE
 LA0896'NORTHEAST QUARTER OF THE INTERSECTION, 70 FEET EAST OF THE CENTER
 LA0896'LINE OF THE NORTH-SOUTH ROAD, 49 FEET EAST OF A FENCE CORNER, 21
 LA0896'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 LA0896'NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW ROAD LEVEL AND SET IN
 LA0896'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA0896
 LA0896                          STATION RECOVERY (2014)
 LA0896
 LA0896'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0896'T-E, INC. MARK FOUND.  1 FOOT EAST OF POWER POLE AS DESCRIBED. POWER
 LA0896'POLE RECENTLY REPLACED. MARK DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0885 ***********************************************************************
 LA0885  DESIGNATION -  P 189
 LA0885  PID         -  LA0885
 LA0885  STATE/COUNTY-  IN/ALLEN
 LA0885  COUNTRY     -  US
 LA0885  USGS QUAD   -  OSSIAN (2019)
 LA0885
 LA0885                         *CURRENT SURVEY CONTROL
 LA0885  ______________________________________________________________________
 LA0885* NAD 83(1986) POSITION- 40 58 29.     (N) 085 14 35.     (W)   SCALED
 LA0885* NAVD 88 ORTHO HEIGHT -   247.153 (meters)      810.87  (feet) ADJUSTED
 LA0885  ______________________________________________________________________
 LA0885  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 LA0885  DYNAMIC HEIGHT  -        247.047 (meters)      810.52  (feet) COMP
 LA0885  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 LA0885
 LA0885  VERT ORDER      -  SECOND    CLASS 0
 LA0885
 LA0885.The horizontal coordinates were scaled from a map and have
 LA0885.an estimated accuracy of +/- 6 seconds.
 LA0885
 LA0885.The orthometric height was determined by differential leveling and
 LA0885.adjusted by the NATIONAL GEODETIC SURVEY
 LA0885.in June 1991.
 LA0885
 LA0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0885.GEOID18 height accuracy estimate available here.
 LA0885
 LA0885.Click photographs - Photos may exist for this station.
 LA0885
 LA0885.The dynamic height is computed by dividing the NAVD 88
 LA0885.geopotential number by the normal gravity value computed on the
 LA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0885.degrees latitude (g = 980.6199 gals.).
 LA0885
 LA0885.The modeled gravity was interpolated from observed gravity values.
 LA0885
 LA0885;                    North         East    Units  Estimated Accuracy
 LA0885;SPC IN E     -   635,840.      135,650.      MT  (+/- 180 meters Scaled)
 LA0885
 LA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL478374(NAD 83)
 LA0885
 LA0885                          SUPERSEDED SURVEY CONTROL
 LA0885
 LA0885  NGVD 29 (??/??/92)  247.302  (m)          811.36   (f) ADJ UNCH    2 0
 LA0885
 LA0885.Superseded values are not recommended for survey control.
 LA0885
 LA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0885.See file dsdata.pdf to determine how the superseded data were derived.
 LA0885
 LA0885_MARKER: DB = BENCH MARK DISK
 LA0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0885_STAMPING: P 189 1946
 LA0885_MARK LOGO: CGS
 LA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0885+STABILITY: SURFACE MOTION
 LA0885
 LA0885  HISTORY     - Date     Condition        Report By
 LA0885  HISTORY     - 1946     MONUMENTED       CGS
 LA0885  HISTORY     - 1951     GOOD             CGS
 LA0885
 LA0885                          STATION DESCRIPTION
 LA0885
 LA0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0885'7 MI SW FROM WAYNEDALE.
 LA0885'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA0885'WITH STATE HIGHWAY 3 AT WAYNEDALE, THENCE 4.0 MILE WEST ALONG
 LA0885'A GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH ROAD
 LA0885'INTERSECTION, 79 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA0885'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA0885'71 FEET SOUTHEAST AND ACROSS THE EAST-WEST ROAD FROM POWER
 LA0885'POLE NUMBER 41163, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 LA0885'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION AND SET
 LA0885'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA0885'NOTE-- THIS MARK IS ABOUT 1.85 MILE SOUTH ALONG A GRAVEL ROAD
 LA0885'FROM THE WABASH RAILWAY CROSSING AT ABOITE, THENCE 4.05 MILES
 LA0885'EAST ALONG A GRAVEL ROAD.
 LA0885
 LA0885                          STATION RECOVERY (1951)
 LA0885
 LA0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LA0885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2096 ***********************************************************************
 ME2096  DESIGNATION -  P 19 RESET
 ME2096  PID         -  ME2096
 ME2096  STATE/COUNTY-  IN/LA PORTE
 ME2096  COUNTRY     -  US
 ME2096  USGS QUAD   -  LAPORTE EAST (2019)
 ME2096
 ME2096                         *CURRENT SURVEY CONTROL
 ME2096  ______________________________________________________________________
 ME2096* NAD 83(1986) POSITION- 41 37 16.     (N) 086 42 24.     (W)   SCALED
 ME2096* NAVD 88 ORTHO HEIGHT -   248.73  (+/-2cm)      816.0   (feet) VERTCON3
 ME2096  ______________________________________________________________________
 ME2096  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME2096  VERT ORDER      -  THIRD (See Below)
 ME2096
 ME2096.The horizontal coordinates were scaled from a map and have
 ME2096.an estimated accuracy of +/- 6 seconds.
 ME2096
 ME2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2096
 ME2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2096.GEOID18 height accuracy estimate available here.
 ME2096
 ME2096.The vertical order pertains to the NGVD 29 superseded value.
 ME2096
 ME2096.Click photographs - Photos may exist for this station.
 ME2096
 ME2096;                    North         East    Units  Estimated Accuracy
 ME2096;SPC IN W     -   707,610.      931,390.      MT  (+/- 180 meters Scaled)
 ME2096
 ME2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM244077(NAD 83)
 ME2096
 ME2096                          SUPERSEDED SURVEY CONTROL
 ME2096
 ME2096  NGVD 29 (08/22/16)  248.83   (m)          816.4    (f) RESET       3  
 ME2096
 ME2096.Superseded values are not recommended for survey control.
 ME2096
 ME2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2096.See file dsdata.pdf to determine how the superseded data were derived.
 ME2096
 ME2096_MARKER: DV = VERTICAL CONTROL DISK
 ME2096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2096_STAMPING: P 19 RESET 1977
 ME2096_MARK LOGO: NGS
 ME2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2096
 ME2096  HISTORY     - Date     Condition        Report By
 ME2096  HISTORY     - 1977     MONUMENTED       NGS
 ME2096
 ME2096                          STATION DESCRIPTION
 ME2096
 ME2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ME2096'IN LA PORTE.
 ME2096'AT THE INTERSECTION OF THE NEW YORK, CHICAGO AND ST LOUIS RAILROAD
 ME2096'AND THE NEW YORK CENTRAL RAILROAD, IN THE SOUTHEAST SECTION OF THE
 ME2096'INTERSECTION AND ABOUT 1 1/2 RAILS SOUTHEAST OF THE INTERSECTION, 2
 ME2096'FEET EAST OF A POWER POLE, AND 7 FEET NORTH OF A MESH WIRE FENCE,
 ME2096'THE MARK IS A STANDARD ALUMINUM BENCH MARK.
 ME2096'THE MARK IS 1 FT  W FROM A WITNESS POST.
 ME2096'THE MARK IS 3 FT ABOVE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1649 ***********************************************************************
 LA1649  DESIGNATION -  P 190
 LA1649  PID         -  LA1649
 LA1649  STATE/COUNTY-  IN/WABASH
 LA1649  COUNTRY     -  US
 LA1649  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1649
 LA1649                         *CURRENT SURVEY CONTROL
 LA1649  ______________________________________________________________________
 LA1649* NAD 83(1986) POSITION- 40 55 38.     (N) 085 47 26.     (W)   SCALED
 LA1649* NAVD 88 ORTHO HEIGHT -   238.560 (meters)      782.68  (feet) ADJUSTED
 LA1649  ______________________________________________________________________
 LA1649  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 LA1649  DYNAMIC HEIGHT  -        238.450 (meters)      782.31  (feet) COMP
 LA1649  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 LA1649
 LA1649  VERT ORDER      -  FIRST     CLASS II
 LA1649
 LA1649.The horizontal coordinates were scaled from a map and have
 LA1649.an estimated accuracy of +/- 6 seconds.
 LA1649
 LA1649.The orthometric height was determined by differential leveling and
 LA1649.adjusted by the NATIONAL GEODETIC SURVEY
 LA1649.in June 1991.
 LA1649
 LA1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1649.GEOID18 height accuracy estimate available here.
 LA1649
 LA1649.Click photographs - Photos may exist for this station.
 LA1649
 LA1649.The dynamic height is computed by dividing the NAVD 88
 LA1649.geopotential number by the normal gravity value computed on the
 LA1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1649.degrees latitude (g = 980.6199 gals.).
 LA1649
 LA1649.The modeled gravity was interpolated from observed gravity values.
 LA1649
 LA1649;                    North         East    Units  Estimated Accuracy
 LA1649;SPC IN E     -   630,480.       89,570.      MT  (+/- 180 meters Scaled)
 LA1649
 LA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018313(NAD 83)
 LA1649
 LA1649                          SUPERSEDED SURVEY CONTROL
 LA1649
 LA1649  NGVD 29 (??/??/92)  238.684  (m)          783.08   (f) ADJ UNCH    1 2
 LA1649
 LA1649.Superseded values are not recommended for survey control.
 LA1649
 LA1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1649.See file dsdata.pdf to determine how the superseded data were derived.
 LA1649
 LA1649_MARKER: DB = BENCH MARK DISK
 LA1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1649_STAMPING: P 190 1946
 LA1649_MARK LOGO: CGS
 LA1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1649+STABILITY: SURFACE MOTION
 LA1649
 LA1649  HISTORY     - Date     Condition        Report By
 LA1649  HISTORY     - 1946     MONUMENTED       CGS
 LA1649
 LA1649                          STATION DESCRIPTION
 LA1649
 LA1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1649'5 MI S FROM NORTH MANCHESTER.
 LA1649'ABOUT 5.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1649'THE STATION AT NORTH MANCHESTER, AT A GRAVEL ROAD CROSSING,
 LA1649'74 FEET NORTHEAST OF POLE 104/07, 45 FEET EAST OF THE EAST
 LA1649'RAIL, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET
 LA1649'SOUTH OF A FENCE CORNER, 3 FEET WEST OF THE FENCE LINE, ABOUT
 LA1649'3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA1649'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1881 ***********************************************************************
 LA1881  DESIGNATION -  P 191
 LA1881  PID         -  LA1881
 LA1881  STATE/COUNTY-  IN/MIAMI
 LA1881  COUNTRY     -  US
 LA1881  USGS QUAD   -  AMBOY (2019)
 LA1881
 LA1881                         *CURRENT SURVEY CONTROL
 LA1881  ______________________________________________________________________
 LA1881* NAD 83(1986) POSITION- 40 34 40.     (N) 085 53 49.     (W)   SCALED
 LA1881* NAVD 88 ORTHO HEIGHT -   252.848 (meters)      829.55  (feet) ADJUSTED
 LA1881  ______________________________________________________________________
 LA1881  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LA1881  DYNAMIC HEIGHT  -        252.720 (meters)      829.13  (feet) COMP
 LA1881  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 LA1881
 LA1881  VERT ORDER      -  SECOND    CLASS 0
 LA1881
 LA1881.The horizontal coordinates were scaled from a map and have
 LA1881.an estimated accuracy of +/- 6 seconds.
 LA1881
 LA1881.The orthometric height was determined by differential leveling and
 LA1881.adjusted by the NATIONAL GEODETIC SURVEY
 LA1881.in June 1991.
 LA1881
 LA1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1881.GEOID18 height accuracy estimate available here.
 LA1881
 LA1881.Click photographs - Photos may exist for this station.
 LA1881
 LA1881.The dynamic height is computed by dividing the NAVD 88
 LA1881.geopotential number by the normal gravity value computed on the
 LA1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1881.degrees latitude (g = 980.6199 gals.).
 LA1881
 LA1881.The modeled gravity was interpolated from observed gravity values.
 LA1881
 LA1881;                    North         East    Units  Estimated Accuracy
 LA1881;SPC IN E     -   591,700.       80,500.      MT  (+/- 180 meters Scaled)
 LA1881
 LA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933924(NAD 83)
 LA1881
 LA1881                          SUPERSEDED SURVEY CONTROL
 LA1881
 LA1881  NGVD 29 (??/??/92)  252.972  (m)          829.96   (f) ADJ UNCH    2 0
 LA1881
 LA1881.Superseded values are not recommended for survey control.
 LA1881
 LA1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1881.See file dsdata.pdf to determine how the superseded data were derived.
 LA1881
 LA1881_MARKER: DB = BENCH MARK DISK
 LA1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1881_STAMPING: P 191 1946
 LA1881_MARK LOGO: CGS
 LA1881_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1881+STABILITY: SURFACE MOTION
 LA1881
 LA1881  HISTORY     - Date     Condition        Report By
 LA1881  HISTORY     - 1946     MONUMENTED       CGS
 LA1881
 LA1881                          STATION DESCRIPTION
 LA1881
 LA1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1881'1.2 M W FROM CONVERSE.
 LA1881'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1881'LIBRARY AT CONVERSE, AT THE CONVERSE AIRPORT, 33.5 FEET EAST
 LA1881'OF THE CENTER LINE OF THE ENTRANCE LANE, 7.5 FEET EAST OF A
 LA1881'FENCE CORNER, 1.3 FOOT SOUTH OF THE FENCE ALONG THE NORTH EDGE
 LA1881'OF THE FIELD, ABOUT 1.5 FOOT ABOVE THE DRIVE WAY, AND SET IN
 LA1881'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1768 ***********************************************************************
 LA1768  DESIGNATION -  P 192
 LA1768  PID         -  LA1768
 LA1768  STATE/COUNTY-  IN/GRANT
 LA1768  COUNTRY     -  US
 LA1768  USGS QUAD   -  VAN BUREN (2019)
 LA1768
 LA1768                         *CURRENT SURVEY CONTROL
 LA1768  ______________________________________________________________________
 LA1768* NAD 83(1986) POSITION- 40 36 36.     (N) 085 30 17.     (W)   SCALED
 LA1768* NAVD 88 ORTHO HEIGHT -   256.345 (meters)      841.03  (feet) ADJUSTED
 LA1768  ______________________________________________________________________
 LA1768  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 LA1768  DYNAMIC HEIGHT  -        256.216 (meters)      840.60  (feet) COMP
 LA1768  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 LA1768
 LA1768  VERT ORDER      -  SECOND    CLASS 0
 LA1768
 LA1768.The horizontal coordinates were scaled from a map and have
 LA1768.an estimated accuracy of +/- 6 seconds.
 LA1768
 LA1768.The orthometric height was determined by differential leveling and
 LA1768.adjusted by the NATIONAL GEODETIC SURVEY
 LA1768.in June 1991.
 LA1768
 LA1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1768.GEOID18 height accuracy estimate available here.
 LA1768
 LA1768.Click photographs - Photos may exist for this station.
 LA1768
 LA1768.The dynamic height is computed by dividing the NAVD 88
 LA1768.geopotential number by the normal gravity value computed on the
 LA1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1768.degrees latitude (g = 980.6199 gals.).
 LA1768
 LA1768.The modeled gravity was interpolated from observed gravity values.
 LA1768
 LA1768;                    North         East    Units  Estimated Accuracy
 LA1768;SPC IN E     -   595,260.      113,710.      MT  (+/- 180 meters Scaled)
 LA1768
 LA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264965(NAD 83)
 LA1768
 LA1768                          SUPERSEDED SURVEY CONTROL
 LA1768
 LA1768  NGVD 29 (??/??/92)  256.475  (m)          841.45   (f) ADJ UNCH    2 0
 LA1768
 LA1768.Superseded values are not recommended for survey control.
 LA1768
 LA1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1768.See file dsdata.pdf to determine how the superseded data were derived.
 LA1768
 LA1768_MARKER: DB = BENCH MARK DISK
 LA1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1768_STAMPING: P 192 1946
 LA1768_MARK LOGO: CGS
 LA1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1768+STABILITY: SURFACE MOTION
 LA1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1768+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 LA1768
 LA1768  HISTORY     - Date     Condition        Report By
 LA1768  HISTORY     - 1946     MONUMENTED       CGS
 LA1768  HISTORY     - 1965     GOOD             CGS
 LA1768  HISTORY     - 20180612 GOOD             BFSINC
 LA1768
 LA1768                          STATION DESCRIPTION
 LA1768
 LA1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1768'0.4 MI S FROM VAN BUREN.
 LA1768'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE PUBLIC
 LA1768'LIBRARY AT VAN BUREN, AT THE SOUTH EDGE OF VAN BUREN, AT AN
 LA1768'EAST-WEST GRAVEL CROSS ROAD, 39 FEET WEST OF THE CENTER LINE OF
 LA1768'THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1768'ROAD, 7 FEET SOUTH OF AN ANGLE IRON FENCE CORNER POST, 3.5 FEET
 LA1768'NORTH OF TELEPHONE POLE NO. 39, 1 FOOT EAST OF THE FENCE LINE,
 LA1768'ABOUT 1.5 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1768'POST PROJECTING 5 INCHES.
 LA1768
 LA1768                          STATION RECOVERY (1965)
 LA1768
 LA1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1768'RECOVERED IN GOOD CONDITION.
 LA1768
 LA1768                          STATION RECOVERY (2018)
 LA1768
 LA1768'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2018 (GKG)
 LA1768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1294 ***********************************************************************
 LA1294  DESIGNATION -  P 193
 LA1294  PID         -  LA1294
 LA1294  STATE/COUNTY-  IN/MADISON
 LA1294  COUNTRY     -  US
 LA1294  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1294
 LA1294                         *CURRENT SURVEY CONTROL
 LA1294  ______________________________________________________________________
 LA1294* NAD 83(1986) POSITION- 40 10 43.     (N) 085 40 52.     (W)   SCALED
 LA1294* NAVD 88 ORTHO HEIGHT -   271.592 (meters)      891.05  (feet) ADJUSTED
 LA1294  ______________________________________________________________________
 LA1294  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 LA1294  DYNAMIC HEIGHT  -        271.447 (meters)      890.57  (feet) COMP
 LA1294  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LA1294
 LA1294  VERT ORDER      -  FIRST     CLASS II
 LA1294
 LA1294.The horizontal coordinates were scaled from a map and have
 LA1294.an estimated accuracy of +/- 6 seconds.
 LA1294
 LA1294.The orthometric height was determined by differential leveling and
 LA1294.adjusted by the NATIONAL GEODETIC SURVEY
 LA1294.in June 1991.
 LA1294
 LA1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1294.GEOID18 height accuracy estimate available here.
 LA1294
 LA1294.Click photographs - Photos may exist for this station.
 LA1294
 LA1294.The dynamic height is computed by dividing the NAVD 88
 LA1294.geopotential number by the normal gravity value computed on the
 LA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1294.degrees latitude (g = 980.6199 gals.).
 LA1294
 LA1294.The modeled gravity was interpolated from observed gravity values.
 LA1294
 LA1294;                    North         East    Units  Estimated Accuracy
 LA1294;SPC IN E     -   547,350.       98,770.      MT  (+/- 180 meters Scaled)
 LA1294
 LA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122484(NAD 83)
 LA1294
 LA1294                          SUPERSEDED SURVEY CONTROL
 LA1294
 LA1294  NGVD 29 (??/??/92)  271.733  (m)          891.51   (f) ADJ UNCH    1 2
 LA1294
 LA1294.Superseded values are not recommended for survey control.
 LA1294
 LA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1294.See file dsdata.pdf to determine how the superseded data were derived.
 LA1294
 LA1294_MARKER: DB = BENCH MARK DISK
 LA1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1294_STAMPING: P 193 1946
 LA1294_MARK LOGO: CGS
 LA1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1294+STABILITY: SURFACE MOTION
 LA1294
 LA1294  HISTORY     - Date     Condition        Report By
 LA1294  HISTORY     - 1946     MONUMENTED       CGS
 LA1294
 LA1294                          STATION DESCRIPTION
 LA1294
 LA1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1294'5.8 MI N FROM ANDERSON.
 LA1294'ABOUT 5.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1294'THE STATION AT ANDERSON, ABOUT 1.0 MILE SOUTH OF THE GRAIN
 LA1294'ELEVATOR AT LINWOOD, SET IN THE SOUTHEAST ANGLE OF AN EAST-WEST
 LA1294'GRAVEL ROAD CROSSING, 2 POLES SOUTH OF POLE 159/20, 23 FEET EAST
 LA1294'OF THE EAST RAIL OF THE TRACK, 29 FEET SOUTH OF THE CENTER
 LA1294'LINE OF THE GRAVEL ROAD, 13 FEET SOUTH OF A 6 INCH CONCRETE FENCE
 LA1294'CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT 1.5 FEET BELOW
 LA1294'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1294'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1338 ***********************************************************************
 LA1338  DESIGNATION -  P 194 RESET
 LA1338  PID         -  LA1338
 LA1338  STATE/COUNTY-  IN/HAMILTON
 LA1338  COUNTRY     -  US
 LA1338  USGS QUAD   -  FRANKTON (2019)
 LA1338
 LA1338                         *CURRENT SURVEY CONTROL
 LA1338  ______________________________________________________________________
 LA1338* NAD 83(1986) POSITION- 40 09 20.73   (N) 085 51 46.41   (W)   HD_HELD1
 LA1338* NAVD 88 ORTHO HEIGHT -   247.44  (meters)      811.8   (feet) RESET
 LA1338  ______________________________________________________________________
 LA1338  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 LA1338  VERT ORDER      -  THIRD
 LA1338
 LA1338.The horizontal coordinates were determined by differentially corrected
 LA1338.hand held GPS observations or other comparable positioning techniques
 LA1338.and have an estimated accuracy of +/- 3 meters.
 LA1338
 LA1338.The orthometric height was computed from unverified reset data.
 LA1338
 LA1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1338.GEOID18 height accuracy estimate available here.
 LA1338
 LA1338.Click photographs - Photos may exist for this station.
 LA1338
 LA1338;                    North         East    Units  Estimated Accuracy
 LA1338;SPC IN E     -   544,830.3      83,282.3     MT  (+/- 3 meters HH1 GPS) 
 LA1338
 LA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9684345664(NAD 83)
 LA1338
 LA1338                          SUPERSEDED SURVEY CONTROL
 LA1338
 LA1338  NGVD 29 (??/??/??)  247.59   (m)          812.3    (f) RESET       3  
 LA1338
 LA1338.Superseded values are not recommended for survey control.
 LA1338
 LA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1338.See file dsdata.pdf to determine how the superseded data were derived.
 LA1338
 LA1338_MARKER: DB = BENCH MARK DISK
 LA1338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA1338_SP_SET: BRIDGE WINGWALL
 LA1338_STAMPING: P 194 RESET 1965
 LA1338_MARK LOGO: CGS
 LA1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1338+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 LA1338
 LA1338  HISTORY     - Date     Condition        Report By
 LA1338  HISTORY     - 1965     MONUMENTED       INHD
 LA1338  HISTORY     - 1966     GOOD             CGS
 LA1338  HISTORY     - 20220921 GOOD             IN-057
 LA1338
 LA1338                          STATION DESCRIPTION
 LA1338
 LA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LA1338'1 MI N FROM PERKINSVILLE.
 LA1338'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE BRIDGE OVER
 LA1338'WEST FORK WHITE RIVER AT PERKINSVILLE, ABOUT 0.5 MILE SOUTH OF
 LA1338'THE JUNCTION OF STATE HIGHWAY 37, AT THE JUNCTION OF A BLACKTOP
 LA1338'ROAD LEADING WEST, 20 FEET WEST OF THE CENTER LINE OF STATE
 LA1338'HIGHWAY 13, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 LA1338'IN THE NORTH END OF A WINGWALL.
 LA1338
 LA1338                          STATION RECOVERY (2022)
 LA1338
 LA1338'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1338'IN NORTHWEST CORNER WINGWALL FOR PIPE CREEK BRIDGE, 20.5 FT (6.2 M)
 LA1338'WEST OF THE CENTERLINE OF SR 13, ABOUT 70 FT (21.3 M) SOUTH OF CENTER
 LA1338'OF 251ST ST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1371 ***********************************************************************
 LA1371  DESIGNATION -  P 195
 LA1371  PID         -  LA1371
 LA1371  STATE/COUNTY-  IN/GRANT
 LA1371  COUNTRY     -  US
 LA1371  USGS QUAD   -  POINT ISABEL (2019)
 LA1371
 LA1371                         *CURRENT SURVEY CONTROL
 LA1371  ______________________________________________________________________
 LA1371* NAD 83(1986) POSITION- 40 26 21.     (N) 085 49 27.     (W)   SCALED
 LA1371* NAVD 88 ORTHO HEIGHT -   264.517 (meters)      867.84  (feet) ADJUSTED
 LA1371  ______________________________________________________________________
 LA1371  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 LA1371  DYNAMIC HEIGHT  -        264.380 (meters)      867.39  (feet) COMP
 LA1371  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 LA1371
 LA1371  VERT ORDER      -  SECOND    CLASS 0
 LA1371
 LA1371.The horizontal coordinates were scaled from a map and have
 LA1371.an estimated accuracy of +/- 6 seconds.
 LA1371
 LA1371.The orthometric height was determined by differential leveling and
 LA1371.adjusted by the NATIONAL GEODETIC SURVEY
 LA1371.in June 1991.
 LA1371
 LA1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1371.GEOID18 height accuracy estimate available here.
 LA1371
 LA1371.Click photographs - Photos may exist for this station.
 LA1371
 LA1371.The dynamic height is computed by dividing the NAVD 88
 LA1371.geopotential number by the normal gravity value computed on the
 LA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1371.degrees latitude (g = 980.6199 gals.).
 LA1371
 LA1371.The modeled gravity was interpolated from observed gravity values.
 LA1371
 LA1371;                    North         East    Units  Estimated Accuracy
 LA1371;SPC IN E     -   576,290.       86,640.      MT  (+/- 180 meters Scaled)
 LA1371
 LA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997771(NAD 83)
 LA1371
 LA1371                          SUPERSEDED SURVEY CONTROL
 LA1371
 LA1371  NGVD 29 (??/??/92)  264.647  (m)          868.26   (f) ADJ UNCH    2 0
 LA1371
 LA1371.Superseded values are not recommended for survey control.
 LA1371
 LA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1371.See file dsdata.pdf to determine how the superseded data were derived.
 LA1371
 LA1371_MARKER: DB = BENCH MARK DISK
 LA1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1371_SP_SET: BRIDGE RAILING
 LA1371_STAMPING: P 195 1946
 LA1371_MARK LOGO: CGS
 LA1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1371
 LA1371  HISTORY     - Date     Condition        Report By
 LA1371  HISTORY     - 1946     MONUMENTED       CGS
 LA1371
 LA1371                          STATION DESCRIPTION
 LA1371
 LA1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1371'0.9 MI N FROM POINT ISABEL.
 LA1371'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1371'TOWNSHIP SCHOOL AT POINT ISABEL, SET IN THE TOP OF THE SOUTH
 LA1371'END OF THE WEST CONCRETE RAILING OF A 40 FOOT CONCRETE ARCH
 LA1371'BRIDGE OVER GRASSY FORK CREEK, 15 FEET WEST OF AND ABOUT 3
 LA1371'FEET ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0804 ***********************************************************************
 MD0804  DESIGNATION -  P 196
 MD0804  PID         -  MD0804
 MD0804  STATE/COUNTY-  IN/ALLEN
 MD0804  COUNTRY     -  US
 MD0804  USGS QUAD   -  ARCOLA (2019)
 MD0804
 MD0804                         *CURRENT SURVEY CONTROL
 MD0804  ______________________________________________________________________
 MD0804* NAD 83(1986) POSITION- 41 07 05.     (N) 085 20 14.     (W)   SCALED
 MD0804* NAVD 88 ORTHO HEIGHT -   260.198 (meters)      853.67  (feet) ADJUSTED
 MD0804  ______________________________________________________________________
 MD0804  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 MD0804  DYNAMIC HEIGHT  -        260.098 (meters)      853.34  (feet) COMP
 MD0804  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 MD0804
 MD0804  VERT ORDER      -  FIRST     CLASS II
 MD0804
 MD0804.The horizontal coordinates were scaled from a map and have
 MD0804.an estimated accuracy of +/- 6 seconds.
 MD0804
 MD0804.The orthometric height was determined by differential leveling and
 MD0804.adjusted by the NATIONAL GEODETIC SURVEY
 MD0804.in April 1995.
 MD0804
 MD0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0804.GEOID18 height accuracy estimate available here.
 MD0804
 MD0804.Click photographs - Photos may exist for this station.
 MD0804
 MD0804.The dynamic height is computed by dividing the NAVD 88
 MD0804.geopotential number by the normal gravity value computed on the
 MD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0804.degrees latitude (g = 980.6199 gals.).
 MD0804
 MD0804.The modeled gravity was interpolated from observed gravity values.
 MD0804
 MD0804;                    North         East    Units  Estimated Accuracy
 MD0804;SPC IN E     -   651,720.      127,670.      MT  (+/- 180 meters Scaled)
 MD0804
 MD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395531(NAD 83)
 MD0804
 MD0804                          SUPERSEDED SURVEY CONTROL
 MD0804
 MD0804  NAVD 88 (06/15/91)  260.162  (m)          853.55   (f) SUPERSEDED  1 2
 MD0804  NGVD 29 (01/19/93)  260.354  (m)          854.18   (f) ADJUSTED    1 2
 MD0804  NGVD 29 (??/??/92)  260.318  (m)          854.06   (f) SUPERSEDED  1 2
 MD0804
 MD0804.Superseded values are not recommended for survey control.
 MD0804
 MD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0804.See file dsdata.pdf to determine how the superseded data were derived.
 MD0804
 MD0804_MARKER: DB = BENCH MARK DISK
 MD0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0804_SP_SET: HEADWALL
 MD0804_STAMPING: P 196 1946
 MD0804_MARK LOGO: CGS
 MD0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0804+STABILITY: SURFACE MOTION
 MD0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0804+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0804
 MD0804  HISTORY     - Date     Condition        Report By
 MD0804  HISTORY     - 1946     MONUMENTED       CGS
 MD0804  HISTORY     - 1962     GOOD             CGS
 MD0804  HISTORY     - 19921009 GOOD             NGS
 MD0804  HISTORY     - 20091006 MARK NOT FOUND   INDOT
 MD0804
 MD0804                          STATION DESCRIPTION
 MD0804
 MD0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0804'3.2 MI NW FROM ARCOLA.
 MD0804'ABOUT 2.2 MILES W ALONG ARCOLA ROAD FROM THE MAIN COVER IN
 MD0804'ARCOLA, THENCE 1.0 MILES N ALONG COUNTY LINE ROAD TO
 MD0804'T-INTERSECTION WITH YELLOW RIVER ROAD AND THE MARK ON THE RIGHT,
 MD0804'50 FEET E OF CENTER LINE OF ONE ROAD, 17 FEET N OF CENTER LINE
 MD0804'OF THE OTHER, 0.5 FOOT LOWER THAN SAME, AND 1.3 FEET W OF E END
 MD0804'OF THE 5-FOOT CONCRETE HEADWALL OF A 12-INCH PIPE CULVERT.
 MD0804
 MD0804                          STATION RECOVERY (1992)
 MD0804
 MD0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0804'3.4 KM (2.10 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0804'JUNCTION OF ARCOLA ROAD IN ARCOLA, THENCE 0.5 KM (0.30 MI) NORTHERLY
 MD0804'ALONG COUNTY LINE ROAD, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST
 MD0804'END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 15.1 M (49.5 FT)
 MD0804'EAST OF THE CENTERLINE OF THE ROAD, 4.8 M (15.7 FT) NORTH OF AND
 MD0804'LEVEL WITH THE CENTER OF YELLOW RIVER ROAD, 2.6 M (8.5 FT) SOUTHWEST
 MD0804'OF UTILITY POLE NUMBER 100/100 WITH 2 GUY CABLES, AND 1.8 M (5.9 FT)
 MD0804'SOUTH OF A WITNESS POST.
 MD0804
 MD0804                          STATION RECOVERY (2009)
 MD0804
 MD0804'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (BEL)
 MD0804'THERE IS EVIDENCE THE MARK WAS DESTROYED DUE TO FARMING TO CLOSE TO
 MD0804'THE DESCRIBED LOCATION OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0949 ***********************************************************************
 MD0949  DESIGNATION -  P 197
 MD0949  PID         -  MD0949
 MD0949  STATE/COUNTY-  IN/WHITLEY
 MD0949  COUNTRY     -  US
 MD0949  USGS QUAD   -  CHURUBUSCO (2019)
 MD0949
 MD0949                         *CURRENT SURVEY CONTROL
 MD0949  ______________________________________________________________________
 MD0949* NAD 83(1986) POSITION- 41 13 54.7    (N) 085 19 09.1    (W)   HD_HELD2
 MD0949* NAVD 88 ORTHO HEIGHT -   272.464 (meters)      893.91  (feet) ADJUSTED
 MD0949  ______________________________________________________________________
 MD0949  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 MD0949  DYNAMIC HEIGHT  -        272.362 (meters)      893.57  (feet) COMP
 MD0949  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 MD0949
 MD0949  VERT ORDER      -  SECOND    CLASS 0
 MD0949
 MD0949.The horizontal coordinates were established by autonomous hand held GPS
 MD0949.observations and have an estimated accuracy of +/- 10 meters.
 MD0949
 MD0949.The orthometric height was determined by differential leveling and
 MD0949.adjusted by the NATIONAL GEODETIC SURVEY
 MD0949.in June 1991.
 MD0949
 MD0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0949.GEOID18 height accuracy estimate available here.
 MD0949
 MD0949.Click photographs - Photos may exist for this station.
 MD0949
 MD0949.The dynamic height is computed by dividing the NAVD 88
 MD0949.geopotential number by the normal gravity value computed on the
 MD0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0949.degrees latitude (g = 980.6199 gals.).
 MD0949
 MD0949.The modeled gravity was interpolated from observed gravity values.
 MD0949
 MD0949;                    North         East    Units  Estimated Accuracy
 MD0949;SPC IN E     -   664,365.      129,131.      MT  (+/- 10 meters HH2 GPS)
 MD0949
 MD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4086465858(NAD 83)
 MD0949
 MD0949                          SUPERSEDED SURVEY CONTROL
 MD0949
 MD0949  NGVD 29 (??/??/92)  272.619  (m)          894.42   (f) ADJ UNCH    2 0
 MD0949
 MD0949.Superseded values are not recommended for survey control.
 MD0949
 MD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0949.See file dsdata.pdf to determine how the superseded data were derived.
 MD0949
 MD0949_MARKER: DB = BENCH MARK DISK
 MD0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0949_SP_SET: BUILDING
 MD0949_STAMPING: P 197 1946
 MD0949_MARK LOGO: CGS
 MD0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0949
 MD0949  HISTORY     - Date     Condition        Report By
 MD0949  HISTORY     - 1946     MONUMENTED       CGS
 MD0949  HISTORY     - 1961     GOOD             CGS
 MD0949  HISTORY     - 1968     GOOD             CGS
 MD0949
 MD0949                          STATION DESCRIPTION
 MD0949
 MD0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0949'NEAR CHURUBUSCO.
 MD0949'ABOUT 0.1 MILE DUE NORTH ALONG LINE STREET FROM THE FIVE-POINTS
 MD0949'INTERSECTION OF THE SAID STREET, NO. 33 U.S. AND NO. 205 INDIANA
 MD0949'HIGHWAYS IN HEART OF CHURUBUSCO, ABOUT 75 YARDS NE OF N. MAIN
 MD0949'STREET, 1.7 FEET S OF NW CORNER OF THE CITY JAIL AND FIRE
 MD0949'STATION, AND 4.5 FEET ABOVE THE SIDEWALK, SET FACE-VERTICAL IN
 MD0949'THE BRICK WALL.
 MD0949
 MD0949                          STATION RECOVERY (1968)
 MD0949
 MD0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0546 ***********************************************************************
 MD0546  DESIGNATION -  P 198
 MD0546  PID         -  MD0546
 MD0546  STATE/COUNTY-  IN/DE KALB
 MD0546  COUNTRY     -  US
 MD0546  USGS QUAD   -  SAINT JOE (2019)
 MD0546
 MD0546                         *CURRENT SURVEY CONTROL
 MD0546  ______________________________________________________________________
 MD0546* NAD 83(1986) POSITION- 41 19 08.     (N) 084 54 22.     (W)   SCALED
 MD0546* NAVD 88 ORTHO HEIGHT -   245.942 (meters)      806.89  (feet) ADJUSTED
 MD0546  ______________________________________________________________________
 MD0546  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 MD0546  DYNAMIC HEIGHT  -        245.844 (meters)      806.57  (feet) COMP
 MD0546  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 MD0546
 MD0546  VERT ORDER      -  SECOND    CLASS 0
 MD0546
 MD0546.The horizontal coordinates were scaled from a map and have
 MD0546.an estimated accuracy of +/- 6 seconds.
 MD0546
 MD0546.The orthometric height was determined by differential leveling and
 MD0546.adjusted by the NATIONAL GEODETIC SURVEY
 MD0546.in June 1991.
 MD0546
 MD0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0546.GEOID18 height accuracy estimate available here.
 MD0546
 MD0546.Click photographs - Photos may exist for this station.
 MD0546
 MD0546.The dynamic height is computed by dividing the NAVD 88
 MD0546.geopotential number by the normal gravity value computed on the
 MD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0546.degrees latitude (g = 980.6199 gals.).
 MD0546
 MD0546.The modeled gravity was interpolated from observed gravity values.
 MD0546
 MD0546;                    North         East    Units  Estimated Accuracy
 MD0546;SPC IN E     -   674,250.      163,680.      MT  (+/- 180 meters Scaled)
 MD0546
 MD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752762(NAD 83)
 MD0546
 MD0546                          SUPERSEDED SURVEY CONTROL
 MD0546
 MD0546  NGVD 29 (??/??/92)  246.089  (m)          807.38   (f) ADJ UNCH    2 0
 MD0546
 MD0546.Superseded values are not recommended for survey control.
 MD0546
 MD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0546.See file dsdata.pdf to determine how the superseded data were derived.
 MD0546
 MD0546_MARKER: DB = BENCH MARK DISK
 MD0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0546_SP_SET: BRIDGE
 MD0546_STAMPING: P 198 1946
 MD0546_MARK LOGO: CGS
 MD0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0546
 MD0546  HISTORY     - Date     Condition        Report By
 MD0546  HISTORY     - 1946     MONUMENTED       CGS
 MD0546  HISTORY     - 1968     GOOD             INHD
 MD0546
 MD0546                          STATION DESCRIPTION
 MD0546
 MD0546'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0546'0.5 MI NW FROM ST JOE.
 MD0546'ABOUT 0.25 MILE WEST ALONG S.R. 1 FROM THE POST OFFICE IN ST. JOE,
 MD0546'THENCE 0.25 MILE NORTH ALONG CO. RD. 59 TO A 52 FT. STEEL BRIDGE
 MD0546'OVER BEAR CREEK AND THE MARK ON THE RIGHT, 12 1/2 FT. EAST OF
 MD0546'THE CENTERLINE OF THE ROAD, 1.1 FT. LOWER THAN SAME, ABOUT ON
 MD0546'CENTERLINE OF WING WALL, AND 1.6 FT. NW OF SE END OF THE STONE
 MD0546'MASONRY WALL CEMENTED IN A DRILL HOLE IN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0452 ***********************************************************************
 MD0452  DESIGNATION -  P 199
 MD0452  PID         -  MD0452
 MD0452  STATE/COUNTY-  IN/DE KALB
 MD0452  COUNTRY     -  US
 MD0452  USGS QUAD   -  HICKSVILLE (2016)
 MD0452
 MD0452                         *CURRENT SURVEY CONTROL
 MD0452  ______________________________________________________________________
 MD0452* NAD 83(1986) POSITION- 41 20 37.     (N) 084 50 11.     (W)   SCALED
 MD0452* NAVD 88 ORTHO HEIGHT -   248.285 (meters)      814.58  (feet) ADJUSTED
 MD0452  ______________________________________________________________________
 MD0452  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 MD0452  DYNAMIC HEIGHT  -        248.187 (meters)      814.26  (feet) COMP
 MD0452  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 MD0452
 MD0452  VERT ORDER      -  SECOND    CLASS 0
 MD0452
 MD0452.The horizontal coordinates were scaled from a map and have
 MD0452.an estimated accuracy of +/- 6 seconds.
 MD0452
 MD0452.The orthometric height was determined by differential leveling and
 MD0452.adjusted by the NATIONAL GEODETIC SURVEY
 MD0452.in June 1991.
 MD0452
 MD0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0452.GEOID18 height accuracy estimate available here.
 MD0452
 MD0452.Click photographs - Photos may exist for this station.
 MD0452
 MD0452.The dynamic height is computed by dividing the NAVD 88
 MD0452.geopotential number by the normal gravity value computed on the
 MD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0452.degrees latitude (g = 980.6199 gals.).
 MD0452
 MD0452.The modeled gravity was interpolated from observed gravity values.
 MD0452
 MD0452;                    North         East    Units  Estimated Accuracy
 MD0452;SPC IN E     -   677,050.      169,490.      MT  (+/- 180 meters Scaled)
 MD0452
 MD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL810791(NAD 83)
 MD0452
 MD0452                          SUPERSEDED SURVEY CONTROL
 MD0452
 MD0452  NGVD 29 (??/??/92)  248.431  (m)          815.06   (f) ADJ UNCH    2 0
 MD0452
 MD0452.Superseded values are not recommended for survey control.
 MD0452
 MD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0452.See file dsdata.pdf to determine how the superseded data were derived.
 MD0452
 MD0452_MARKER: DB = BENCH MARK DISK
 MD0452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0452_SP_SET: CULVERT HEADWALL
 MD0452_STAMPING: P 199 1946
 MD0452_MARK LOGO: CGS
 MD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0452+STABILITY: SURFACE MOTION
 MD0452
 MD0452  HISTORY     - Date     Condition        Report By
 MD0452  HISTORY     - 1946     MONUMENTED       CGS
 MD0452  HISTORY     - 1962     GOOD             CGS
 MD0452
 MD0452                          STATION DESCRIPTION
 MD0452
 MD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0452'0.6 MI SE FROM NEWVILLE.
 MD0452'ABOUT 0.6 MILE SE LY ALONG NO. 8 INDIANA HWY. FROM THE CROSSROADS
 MD0452'AT NEWVILLE, ABOUT 0.1 MILE SE OF THE UNITED BRETHREN CHURCH,
 MD0452'ABOUT 175 YARDS SE OF INTERSECTION OF HWY. AND SW-NE GRAVEL ROAD,
 MD0452'13 FEET NE OF CENTER LINE OF HWY., 0.9 FOOT LOWER THAN THE SAME,
 MD0452'0.5 FOOT SE OF NW END OF THE 5-FOOT CONCRETE HEADWALL OF
 MD0452'3-1/2-FOOT PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0470 ***********************************************************************
 JA0470  DESIGNATION -  P 2
 JA0470  PID         -  JA0470
 JA0470  STATE/COUNTY-  IN/HARRISON
 JA0470  COUNTRY     -  US
 JA0470  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0470
 JA0470                         *CURRENT SURVEY CONTROL
 JA0470  ______________________________________________________________________
 JA0470* NAD 83(1986) POSITION- 38 03 10.     (N) 086 15 17.     (W)   SCALED
 JA0470* NAVD 88 ORTHO HEIGHT -   128.115 (meters)      420.32  (feet) ADJUSTED
 JA0470  ______________________________________________________________________
 JA0470  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 JA0470  DYNAMIC HEIGHT  -        128.025 (meters)      420.03  (feet) COMP
 JA0470  MODELED GRAVITY -    979,921.4   (mgal)                       NAVD 88
 JA0470
 JA0470  VERT ORDER      -  FIRST     CLASS II
 JA0470
 JA0470.The horizontal coordinates were scaled from a map and have
 JA0470.an estimated accuracy of +/- 6 seconds.
 JA0470
 JA0470.The orthometric height was determined by differential leveling and
 JA0470.adjusted by the NATIONAL GEODETIC SURVEY
 JA0470.in June 1991.
 JA0470
 JA0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0470.GEOID18 height accuracy estimate available here.
 JA0470
 JA0470.Click photographs - Photos may exist for this station.
 JA0470
 JA0470.The dynamic height is computed by dividing the NAVD 88
 JA0470.geopotential number by the normal gravity value computed on the
 JA0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0470.degrees latitude (g = 980.6199 gals.).
 JA0470
 JA0470.The modeled gravity was interpolated from observed gravity values.
 JA0470
 JA0470;                    North         East    Units  Estimated Accuracy
 JA0470;SPC IN E     -   311,520.       48,390.      MT  (+/- 180 meters Scaled)
 JA0470
 JA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH653119(NAD 83)
 JA0470
 JA0470                          SUPERSEDED SURVEY CONTROL
 JA0470
 JA0470  NGVD 29 (??/??/92)  128.226  (m)          420.69   (f) ADJ UNCH    1 2
 JA0470
 JA0470.Superseded values are not recommended for survey control.
 JA0470
 JA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0470.See file dsdata.pdf to determine how the superseded data were derived.
 JA0470
 JA0470_MARKER: DD = SURVEY DISK
 JA0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0470_STAMPING: BM - P - 2 1962
 JA0470_MARK LOGO: USACE
 JA0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0470+STABILITY: SURFACE MOTION
 JA0470
 JA0470  HISTORY     - Date     Condition        Report By
 JA0470  HISTORY     - 1962     MONUMENTED       USACE
 JA0470  HISTORY     - 1965     GOOD             CGS
 JA0470
 JA0470                          STATION DESCRIPTION
 JA0470
 JA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0470'4.2 MI NW FROM MAUCKPORT.
 JA0470'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0470'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0470'ALONG OLD STATE HIGHWAY 135, THENCE 3.6 MILES NORTHWEST ALONG
 JA0470'THE RIVER ROAD WHICH IS GRAVELED, IN SECTION 25, T 5 S, R 2 E,
 JA0470'IN THE SOUTH EDGE OF A CULTIVATED FIELD OWNED BY BUD MILLER, 188
 JA0470'YARDS EAST OF A NORTH-SOUTH LINE OF TREES SEPARATING 2 CULTIVATED
 JA0470'FIELDS, 83 YARDS EAST OF BENCH MARK BM P 1 (USE), 250 FEET SOUTH
 JA0470'OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF THE SOUTH
 JA0470'EDGE OF THE FIELD, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JA0470'10 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JA0470'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0526 ***********************************************************************
 MD0526  DESIGNATION -  P 200
 MD0526  PID         -  MD0526
 MD0526  STATE/COUNTY-  IN/ALLEN
 MD0526  COUNTRY     -  US
 MD0526  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0526
 MD0526                         *CURRENT SURVEY CONTROL
 MD0526  ______________________________________________________________________
 MD0526* NAD 83(1986) POSITION- 41 06 37.3    (N) 084 51 59.5    (W)   HD_HELD2
 MD0526* NAVD 88 ORTHO HEIGHT -   229.437 (meters)      752.74  (feet) ADJUSTED
 MD0526  ______________________________________________________________________
 MD0526  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 MD0526  DYNAMIC HEIGHT  -        229.344 (meters)      752.44  (feet) COMP
 MD0526  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 MD0526
 MD0526  VERT ORDER      -  SECOND    CLASS 0
 MD0526
 MD0526.The horizontal coordinates were established by autonomous hand held GPS
 MD0526.observations and have an estimated accuracy of +/- 10 meters.
 MD0526
 MD0526.The orthometric height was determined by differential leveling and
 MD0526.adjusted by the NATIONAL GEODETIC SURVEY
 MD0526.in June 1991.
 MD0526
 MD0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0526.GEOID18 height accuracy estimate available here.
 MD0526
 MD0526.Click photographs - Photos may exist for this station.
 MD0526
 MD0526.The dynamic height is computed by dividing the NAVD 88
 MD0526.geopotential number by the normal gravity value computed on the
 MD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0526.degrees latitude (g = 980.6199 gals.).
 MD0526
 MD0526.The modeled gravity was interpolated from observed gravity values.
 MD0526
 MD0526;                    North         East    Units  Estimated Accuracy
 MD0526;SPC IN E     -   651,122.      167,205.      MT  (+/- 10 meters HH2 GPS)
 MD0526
 MD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7913453201(NAD 83)
 MD0526
 MD0526                          SUPERSEDED SURVEY CONTROL
 MD0526
 MD0526  NGVD 29 (??/??/92)  229.591  (m)          753.25   (f) ADJ UNCH    2 0
 MD0526
 MD0526.Superseded values are not recommended for survey control.
 MD0526
 MD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0526.See file dsdata.pdf to determine how the superseded data were derived.
 MD0526
 MD0526_MARKER: DB = BENCH MARK DISK
 MD0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0526_STAMPING: P 200 1946
 MD0526_MARK LOGO: CGS
 MD0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0526+STABILITY: SURFACE MOTION
 MD0526
 MD0526  HISTORY     - Date     Condition        Report By
 MD0526  HISTORY     - 1946     MONUMENTED       CGS
 MD0526  HISTORY     - 1971     GOOD             NGS
 MD0526  HISTORY     - 20170205 MARK NOT FOUND   INDOT
 MD0526
 MD0526                          STATION DESCRIPTION
 MD0526
 MD0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MD0526'1.5 MI S FROM WOODBURN.
 MD0526'1.5 MILES SOUTH ALONG STATE HIGHWAY 101 FROM ITS INTERSECTION
 MD0526'WITH UNION STREET AT WOODBURN, 40 FEET EAST OF THE CENTERLINE
 MD0526'OF THE HIGHWAY, 29 FEET NORTH OF THE CENTERLINE OF SLUSHER ROAD,
 MD0526'1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A SQUARE
 MD0526'CONCRETE POST PROJECTING 2 INCHES.
 MD0526
 MD0526                          STATION RECOVERY (2017)
 MD0526
 MD0526'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (ADR)
 MD0526'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0768 ***********************************************************************
 MD0768  DESIGNATION -  P 201
 MD0768  PID         -  MD0768
 MD0768  STATE/COUNTY-  IN/ALLEN
 MD0768  COUNTRY     -  US
 MD0768  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0768
 MD0768                         *CURRENT SURVEY CONTROL
 MD0768  ______________________________________________________________________
 MD0768* NAD 83(1986) POSITION- 41 04 58.     (N) 085 01 11.     (W)   SCALED
 MD0768* NAVD 88 ORTHO HEIGHT -   228.804 (meters)      750.67  (feet) ADJUSTED
 MD0768  ______________________________________________________________________
 MD0768  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 MD0768  DYNAMIC HEIGHT  -        228.712 (meters)      750.37  (feet) COMP
 MD0768  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 MD0768
 MD0768  VERT ORDER      -  SECOND    CLASS 0
 MD0768
 MD0768.The horizontal coordinates were scaled from a map and have
 MD0768.an estimated accuracy of +/- 6 seconds.
 MD0768
 MD0768.The orthometric height was determined by differential leveling and
 MD0768.adjusted by the NATIONAL GEODETIC SURVEY
 MD0768.in June 1991.
 MD0768
 MD0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0768.GEOID18 height accuracy estimate available here.
 MD0768
 MD0768.Click photographs - Photos may exist for this station.
 MD0768
 MD0768.The dynamic height is computed by dividing the NAVD 88
 MD0768.geopotential number by the normal gravity value computed on the
 MD0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0768.degrees latitude (g = 980.6199 gals.).
 MD0768
 MD0768.The modeled gravity was interpolated from observed gravity values.
 MD0768
 MD0768;                    North         East    Units  Estimated Accuracy
 MD0768;SPC IN E     -   647,950.      154,360.      MT  (+/- 180 meters Scaled)
 MD0768
 MD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL663498(NAD 83)
 MD0768
 MD0768                          SUPERSEDED SURVEY CONTROL
 MD0768
 MD0768  NGVD 29 (??/??/92)  228.963  (m)          751.19   (f) ADJ UNCH    2 0
 MD0768
 MD0768.Superseded values are not recommended for survey control.
 MD0768
 MD0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0768.See file dsdata.pdf to determine how the superseded data were derived.
 MD0768
 MD0768_MARKER: DB = BENCH MARK DISK
 MD0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0768_SP_SET: ABUTMENT
 MD0768_STAMPING: P 201 1946
 MD0768_MARK LOGO: CGS
 MD0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0768
 MD0768  HISTORY     - Date     Condition        Report By
 MD0768  HISTORY     - 1946     MONUMENTED       CGS
 MD0768  HISTORY     - 1961     GOOD             CGS
 MD0768
 MD0768                          STATION DESCRIPTION
 MD0768
 MD0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0768'1 MI N FROM NEW HAVEN.
 MD0768'ABOUT 0.35 MILE N ALONG BROADWAY (IS CURRENTLY ALSO NO. 24 U.S.
 MD0768'HWY.) FROM INTERSECTION WITH LINCOLN HIGHWAY STREET (WAS NO.
 MD0768'30 U.S. HWY.), THENCE 0.1 MILE EASTERLY ON POWER ST., THENCE
 MD0768'LEAVING PRESENT NO. 24 HWY. GO 0.6 MILE N ON RUFUS STREET WHICH
 MD0768'BECOMES LANDIN ROAD TO 90-FOOT STEEL SLOUGH BRIDGE AND MARK ON LEFT,
 MD0768'ABOUT 120 YARDS SE OF S END OF THE BIG 2-SPAN STEEL BRIDGE OVER
 MD0768'MAUMEE RIVER, 15 FEET SW OF CENTER LINE OF ROAD, 3-1/2 FEET S OF
 MD0768'SE END OF STEEL TRUSS, IN TOP OF HIGH CONCRETE S WING WALL OF
 MD0768'SE ABUTMENT, 1-1/2 FEET N OF THE S END OF THE HORIZONTAL PART OF
 MD0768'THE TOP OF THE WALL, 1.0 FEET E OF W FACE OF THE WALL, SET IN
 MD0768'A DRILL HOLE, AND ABOUT 1.2 FEET LOWER THAN CENTER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1760 ***********************************************************************
 LA1760  DESIGNATION -  P 202
 LA1760  PID         -  LA1760
 LA1760  STATE/COUNTY-  IN/HUNTINGTON
 LA1760  COUNTRY     -  US
 LA1760  USGS QUAD   -  MOUNT ETNA (2019)
 LA1760
 LA1760                         *CURRENT SURVEY CONTROL
 LA1760  ______________________________________________________________________
 LA1760* NAD 83(1986) POSITION- 40 43 32.     (N) 085 30 26.     (W)   SCALED
 LA1760* NAVD 88 ORTHO HEIGHT -   243.724 (meters)      799.62  (feet) ADJUSTED
 LA1760  ______________________________________________________________________
 LA1760  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 LA1760  DYNAMIC HEIGHT  -        243.605 (meters)      799.23  (feet) COMP
 LA1760  MODELED GRAVITY -    980,128.9   (mgal)                       NAVD 88
 LA1760
 LA1760  VERT ORDER      -  SECOND    CLASS 0
 LA1760
 LA1760.The horizontal coordinates were scaled from a map and have
 LA1760.an estimated accuracy of +/- 6 seconds.
 LA1760
 LA1760.The orthometric height was determined by differential leveling and
 LA1760.adjusted by the NATIONAL GEODETIC SURVEY
 LA1760.in June 1991.
 LA1760
 LA1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1760.GEOID18 height accuracy estimate available here.
 LA1760
 LA1760.Click photographs - Photos may exist for this station.
 LA1760
 LA1760.The dynamic height is computed by dividing the NAVD 88
 LA1760.geopotential number by the normal gravity value computed on the
 LA1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1760.degrees latitude (g = 980.6199 gals.).
 LA1760
 LA1760.The modeled gravity was interpolated from observed gravity values.
 LA1760
 LA1760;                    North         East    Units  Estimated Accuracy
 LA1760;SPC IN E     -   608,090.      113,470.      MT  (+/- 180 meters Scaled)
 LA1760
 LA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260093(NAD 83)
 LA1760
 LA1760                          SUPERSEDED SURVEY CONTROL
 LA1760
 LA1760  NGVD 29 (??/??/92)  243.856  (m)          800.05   (f) ADJ UNCH    2 0
 LA1760
 LA1760.Superseded values are not recommended for survey control.
 LA1760
 LA1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1760.See file dsdata.pdf to determine how the superseded data were derived.
 LA1760
 LA1760_MARKER: DB = BENCH MARK DISK
 LA1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1760_STAMPING: P 202 1946
 LA1760_MARK LOGO: CGS
 LA1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1760+STABILITY: SURFACE MOTION
 LA1760
 LA1760  HISTORY     - Date     Condition        Report By
 LA1760  HISTORY     - 1946     MONUMENTED       CGS
 LA1760  HISTORY     - 1962     GOOD             CGS
 LA1760
 LA1760                          STATION DESCRIPTION
 LA1760
 LA1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1760'1.8 MI S FROM LANCASTER.
 LA1760'ABOUT 1.75 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE LANCASTER
 LA1760'CEMETERY AT LANCASTER, 0.25 MILE NORTH OF A SMALL CEMETERY, 0.25
 LA1760'MILE SOUTH OF THE BRIDGE OVER SALAMONIE RIVER, AT THE JUNCTION OF
 LA1760'A GRAVEL ROAD LEADING WEST, 86 FEET WEST OF THE CENTER LINE OF
 LA1760'THE HIGHWAY, 16 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1760'ROAD, 56 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE
 LA1760'LINE, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 LA1760'CONCRETE POST PROJECTING 2 INCHES.
 LA1760
 LA1760                          STATION RECOVERY (1962)
 LA1760
 LA1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1742 ***********************************************************************
 LA1742  DESIGNATION -  P 203
 LA1742  PID         -  LA1742
 LA1742  STATE/COUNTY-  IN/HUNTINGTON
 LA1742  COUNTRY     -  US
 LA1742  USGS QUAD   -  ANDREWS (2019)
 LA1742
 LA1742                         *CURRENT SURVEY CONTROL
 LA1742  ______________________________________________________________________
 LA1742* NAD 83(1986) POSITION- 40 47 56.     (N) 085 36 07.     (W)   SCALED
 LA1742* NAVD 88 ORTHO HEIGHT -   248.312 (meters)      814.67  (feet) ADJUSTED
 LA1742  ______________________________________________________________________
 LA1742  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 LA1742  DYNAMIC HEIGHT  -        248.192 (meters)      814.28  (feet) COMP
 LA1742  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LA1742
 LA1742  VERT ORDER      -  SECOND    CLASS 0
 LA1742
 LA1742.The horizontal coordinates were scaled from a map and have
 LA1742.an estimated accuracy of +/- 6 seconds.
 LA1742
 LA1742.The orthometric height was determined by differential leveling and
 LA1742.adjusted by the NATIONAL GEODETIC SURVEY
 LA1742.in June 1991.
 LA1742
 LA1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1742.GEOID18 height accuracy estimate available here.
 LA1742
 LA1742.Click photographs - Photos may exist for this station.
 LA1742
 LA1742.The dynamic height is computed by dividing the NAVD 88
 LA1742.geopotential number by the normal gravity value computed on the
 LA1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1742.degrees latitude (g = 980.6199 gals.).
 LA1742
 LA1742.The modeled gravity was interpolated from observed gravity values.
 LA1742
 LA1742;                    North         East    Units  Estimated Accuracy
 LA1742;SPC IN E     -   616,230.      105,460.      MT  (+/- 180 meters Scaled)
 LA1742
 LA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179173(NAD 83)
 LA1742
 LA1742                          SUPERSEDED SURVEY CONTROL
 LA1742
 LA1742  NGVD 29 (??/??/92)  248.438  (m)          815.08   (f) ADJ UNCH    2 0
 LA1742
 LA1742.Superseded values are not recommended for survey control.
 LA1742
 LA1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1742.See file dsdata.pdf to determine how the superseded data were derived.
 LA1742
 LA1742_MARKER: DB = BENCH MARK DISK
 LA1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1742_STAMPING: P 203 1946
 LA1742_MARK LOGO: CGS
 LA1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1742+STABILITY: SURFACE MOTION
 LA1742
 LA1742  HISTORY     - Date     Condition        Report By
 LA1742  HISTORY     - 1946     MONUMENTED       CGS
 LA1742
 LA1742                          STATION DESCRIPTION
 LA1742
 LA1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1742'4.1 MI S FROM ANDREWS.
 LA1742'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1742'OFFICE AT ANDREWS, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 LA1742'TANGENTS EXTENDING NORTH AND WEST AND A PAVED ROAD LEADING EAST
 LA1742'AND A BLACK TOP ROAD LEADING SOUTH, 68 FEET EAST OF THE CENTER
 LA1742'LINE OF THE NORTH TANGENT OF THE HIGHWAY, 19 FEET NORTH OF THE
 LA1742'CENTER LINE OF THE PAVED ROAD LEADING EAST, 5 FEET WEST OF
 LA1742'TELEPHONE POLE NO. 2054 AND IN LINE WITH THE ROW OF POLES, 1
 LA1742'FOOT BELOW THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 LA1742'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1469 ***********************************************************************
 LA1469  DESIGNATION -  P 205
 LA1469  PID         -  LA1469
 LA1469  STATE/COUNTY-  IN/HAMILTON
 LA1469  COUNTRY     -  US
 LA1469  USGS QUAD   -  OMEGA (2019)
 LA1469
 LA1469                         *CURRENT SURVEY CONTROL
 LA1469  ______________________________________________________________________
 LA1469* NAD 83(1986) POSITION- 40 07 43.86   (N) 085 58 35.65   (W)   HD_HELD1
 LA1469* NAVD 88 ORTHO HEIGHT -   247.744 (meters)      812.81  (feet) ADJUSTED
 LA1469  ______________________________________________________________________
 LA1469  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 LA1469  DYNAMIC HEIGHT  -        247.611 (meters)      812.37  (feet) COMP
 LA1469  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 LA1469
 LA1469  VERT ORDER      -  SECOND    CLASS 0
 LA1469
 LA1469.The horizontal coordinates were determined by differentially corrected
 LA1469.hand held GPS observations or other comparable positioning techniques
 LA1469.and have an estimated accuracy of +/- 3 meters.
 LA1469
 LA1469.The orthometric height was determined by differential leveling and
 LA1469.adjusted by the NATIONAL GEODETIC SURVEY
 LA1469.in June 1991.
 LA1469
 LA1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1469.GEOID18 height accuracy estimate available here.
 LA1469
 LA1469.Click photographs - Photos may exist for this station.
 LA1469
 LA1469.The dynamic height is computed by dividing the NAVD 88
 LA1469.geopotential number by the normal gravity value computed on the
 LA1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1469.degrees latitude (g = 980.6199 gals.).
 LA1469
 LA1469.The modeled gravity was interpolated from observed gravity values.
 LA1469
 LA1469;                    North         East    Units  Estimated Accuracy
 LA1469;SPC IN E     -   541,870.2      73,586.9     MT  (+/- 3 meters HH1 GPS) 
 LA1469
 LA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8719642560(NAD 83)
 LA1469
 LA1469                          SUPERSEDED SURVEY CONTROL
 LA1469
 LA1469  NGVD 29 (??/??/92)  247.872  (m)          813.23   (f) ADJ UNCH    2 0
 LA1469
 LA1469.Superseded values are not recommended for survey control.
 LA1469
 LA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1469.See file dsdata.pdf to determine how the superseded data were derived.
 LA1469
 LA1469_MARKER: DB = BENCH MARK DISK
 LA1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1469_STAMPING: P 205 1946
 LA1469_MARK LOGO: CGS
 LA1469_PROJECTION: RECESSED 8 CENTIMETERS
 LA1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1469+STABILITY: SURFACE MOTION
 LA1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1469+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 LA1469
 LA1469  HISTORY     - Date     Condition        Report By
 LA1469  HISTORY     - 1946     MONUMENTED       CGS
 LA1469  HISTORY     - 20220928 GOOD             IN-057
 LA1469
 LA1469                          STATION DESCRIPTION
 LA1469
 LA1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1469'2.3 MI E FROM CICERO.
 LA1469'ABOUT 2.3 MILES EAST ALONG A BLACK TOP ROAD LEADING TO
 LA1469'STRAWTOWN FROM THE HAMILTON COUNTY STATE BANK AT CICERO, AT THE
 LA1469'JUNCTION OF A GRAVEL ROAD LEADING NORTH, 57 FEET NORTH OF THE
 LA1469'CENTER LINE OF THE BLACK TOP ROAD, 39.5 FEET NORTH OF POWER
 LA1469'POLE 57/507, 38 FEET NORTH OF A FENCE CORNER, 16 FEET WEST OF THE
 LA1469'CENTER LINE OF THE ROAD LEADING NORTH, 1 FOOT EAST OF THE FENCE
 LA1469'LINE, ABOUT LEVEL WITH THE JUNCTION, AND SET IN THE TOP OF A
 LA1469'CONCRETE POST PROJECTING 6 IN.  NOTE-- THIS MARK MAY BE REACHED
 LA1469'FROM STATE HIGHWAY 37 AT STRAWTOWN BY GOING ABOUT 1.95 MILES
 LA1469'WEST ALONG A PAVED ROAD LEADING TO CICERO.
 LA1469
 LA1469                          STATION RECOVERY (2022)
 LA1469
 LA1469'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1469'ABOUT 2.3 MI (3.7 KM) EAST ALONG A BLACK TOP ROAD LEADING TO STRAWTOWN
 LA1469'FROM THE HAMILTON COUNTY STATE BANK AT CICERO, AT THE JUNCTION OF
 LA1469'234TH ST AND FALL ROAD.  15 FT (4.6 M) WEST OF THE CENTERLINE OF FALL
 LA1469'ROAD, 57 FT (17.4 M) NORTH OF THE CENTERLINE OF 234TH ST, 29 FT (8.8
 LA1469'M) SOUTHWEST OF UTILITY POLE PSI 057-456.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1455 ***********************************************************************
 LA1455  DESIGNATION -  P 206
 LA1455  PID         -  LA1455
 LA1455  STATE/COUNTY-  IN/MADISON
 LA1455  COUNTRY     -  US
 LA1455  USGS QUAD   -  ELWOOD (2019)
 LA1455
 LA1455                         *CURRENT SURVEY CONTROL
 LA1455  ______________________________________________________________________
 LA1455* NAD 83(1986) POSITION- 40 16 36.9    (N) 085 49 36.1    (W)   HD_HELD2
 LA1455* NAVD 88 ORTHO HEIGHT -   264.799 (meters)      868.76  (feet) ADJUSTED
 LA1455  ______________________________________________________________________
 LA1455  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LA1455  DYNAMIC HEIGHT  -        264.659 (meters)      868.30  (feet) COMP
 LA1455  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 LA1455
 LA1455  VERT ORDER      -  SECOND    CLASS 0
 LA1455
 LA1455.The horizontal coordinates were established by autonomous hand held GPS
 LA1455.observations and have an estimated accuracy of +/- 10 meters.
 LA1455
 LA1455.The orthometric height was determined by differential leveling and
 LA1455.adjusted by the NATIONAL GEODETIC SURVEY
 LA1455.in June 1991.
 LA1455
 LA1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1455.GEOID18 height accuracy estimate available here.
 LA1455
 LA1455.Click photographs - Photos may exist for this station.
 LA1455
 LA1455.The dynamic height is computed by dividing the NAVD 88
 LA1455.geopotential number by the normal gravity value computed on the
 LA1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1455.degrees latitude (g = 980.6199 gals.).
 LA1455
 LA1455.The modeled gravity was interpolated from observed gravity values.
 LA1455
 LA1455;                    North         East    Units  Estimated Accuracy
 LA1455;SPC IN E     -   558,277.       86,390.      MT  (+/- 10 meters HH2 GPS)
 LA1455
 LA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9974859153(NAD 83)
 LA1455
 LA1455                          SUPERSEDED SURVEY CONTROL
 LA1455
 LA1455  NGVD 29 (??/??/92)  264.933  (m)          869.20   (f) ADJ UNCH    2 0
 LA1455
 LA1455.Superseded values are not recommended for survey control.
 LA1455
 LA1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1455.See file dsdata.pdf to determine how the superseded data were derived.
 LA1455
 LA1455_MARKER: DB = BENCH MARK DISK
 LA1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1455_SP_SET: FOUNDATION
 LA1455_STAMPING: P 206 1946
 LA1455_MARK LOGO: CGS
 LA1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1455
 LA1455  HISTORY     - Date     Condition        Report By
 LA1455  HISTORY     - 1946     MONUMENTED       CGS
 LA1455  HISTORY     - 1989     GOOD             USPSQD
 LA1455
 LA1455                          STATION DESCRIPTION
 LA1455
 LA1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1455'AT ELWOOD.
 LA1455'AT ELWOOD, ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS
 LA1455'INTERSECTION WITH HIGHWAY 13, SET VERTICALLY IN THE EAST FACE
 LA1455'OF THE CONCRETE BLOCK FOUNDATION OF THE WESLEYAN METHODIST
 LA1455'CHURCH ON THE CORNER OF EAST MAIN STREET AND 27TH STREET, 1
 LA1455'FOOT SOUTH OF THE NORTHEAST CORNER AND ABOUT 2 FEET ABOVE THE
 LA1455'GROUND.
 LA1455
 LA1455                          STATION RECOVERY (1989)
 LA1455
 LA1455'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0528 ***********************************************************************
 LB0528  DESIGNATION -  P 207
 LB0528  PID         -  LB0528
 LB0528  STATE/COUNTY-  IN/CLINTON
 LB0528  COUNTRY     -  US
 LB0528  USGS QUAD   -  HILLISBURG (2019)
 LB0528
 LB0528                         *CURRENT SURVEY CONTROL
 LB0528  ______________________________________________________________________
 LB0528* NAD 83(1986) POSITION- 40 16 24.     (N) 086 16 34.     (W)   SCALED
 LB0528* NAVD 88 ORTHO HEIGHT -   282.750 (meters)      927.66  (feet) ADJUSTED
 LB0528  ______________________________________________________________________
 LB0528  GEOID HEIGHT    -        -34.255 (meters)                     GEOID18
 LB0528  DYNAMIC HEIGHT  -        282.596 (meters)      927.15  (feet) COMP
 LB0528  MODELED GRAVITY -    980,074.0   (mgal)                       NAVD 88
 LB0528
 LB0528  VERT ORDER      -  SECOND    CLASS 0
 LB0528
 LB0528.The horizontal coordinates were scaled from a map and have
 LB0528.an estimated accuracy of +/- 6 seconds.
 LB0528
 LB0528.The orthometric height was determined by differential leveling and
 LB0528.adjusted by the NATIONAL GEODETIC SURVEY
 LB0528.in June 1991.
 LB0528
 LB0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0528.GEOID18 height accuracy estimate available here.
 LB0528
 LB0528.Click photographs - Photos may exist for this station.
 LB0528
 LB0528.The dynamic height is computed by dividing the NAVD 88
 LB0528.geopotential number by the normal gravity value computed on the
 LB0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0528.degrees latitude (g = 980.6199 gals.).
 LB0528
 LB0528.The modeled gravity was interpolated from observed gravity values.
 LB0528
 LB0528;                    North         East    Units  Estimated Accuracy
 LB0528;SPC IN W     -   558,180.      968,650.      MT  (+/- 180 meters Scaled)
 LB0528
 LB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK615583(NAD 83)
 LB0528
 LB0528                          SUPERSEDED SURVEY CONTROL
 LB0528
 LB0528  NGVD 29 (??/??/92)  282.858  (m)          928.01   (f) ADJ UNCH    2 0
 LB0528
 LB0528.Superseded values are not recommended for survey control.
 LB0528
 LB0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0528.See file dsdata.pdf to determine how the superseded data were derived.
 LB0528
 LB0528_MARKER: DB = BENCH MARK DISK
 LB0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0528_SP_SET: CULVERT HEADWALL
 LB0528_STAMPING: P 207 1946
 LB0528_MARK LOGO: CGS
 LB0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0528+STABILITY: SURFACE MOTION
 LB0528
 LB0528  HISTORY     - Date     Condition        Report By
 LB0528  HISTORY     - 1946     MONUMENTED       CGS
 LB0528
 LB0528                          STATION DESCRIPTION
 LB0528
 LB0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0528'6.7 MI W FROM TETERSBURG.
 LB0528'ABOUT 6.7 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0528'AT TETERSBURG, SET IN THE NORTHWEST QUARTER OF THE INTERSECTION OF
 LB0528'A NORTH-SOUTH GRAVEL ROAD, SET IN THE TOP OF THE EAST END OF THE
 LB0528'NORTH CONCRETE HEAD WALL OF A 14 INCH CORRUGATED PIPE CULVERT
 LB0528'UNDER THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF THE
 LB0528'GRAVEL ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0528'AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0473 ***********************************************************************
 LB0473  DESIGNATION -  P 208
 LB0473  PID         -  LB0473
 LB0473  STATE/COUNTY-  IN/TIPTON
 LB0473  COUNTRY     -  US
 LB0473  USGS QUAD   -  TIPTON (2019)
 LB0473
 LB0473                         *CURRENT SURVEY CONTROL
 LB0473  ______________________________________________________________________
 LB0473* NAD 83(1986) POSITION- 40 21 44.     (N) 086 00 47.     (W)   SCALED
 LB0473* NAVD 88 ORTHO HEIGHT -   265.994 (meters)      872.68  (feet) ADJUSTED
 LB0473  ______________________________________________________________________
 LB0473  GEOID HEIGHT    -        -34.392 (meters)                     GEOID18
 LB0473  DYNAMIC HEIGHT  -        265.853 (meters)      872.22  (feet) COMP
 LB0473  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 LB0473
 LB0473  VERT ORDER      -  SECOND    CLASS 0
 LB0473
 LB0473.The horizontal coordinates were scaled from a map and have
 LB0473.an estimated accuracy of +/- 6 seconds.
 LB0473
 LB0473.The orthometric height was determined by differential leveling and
 LB0473.adjusted by the NATIONAL GEODETIC SURVEY
 LB0473.in June 1991.
 LB0473
 LB0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0473.GEOID18 height accuracy estimate available here.
 LB0473
 LB0473.Click photographs - Photos may exist for this station.
 LB0473
 LB0473.The dynamic height is computed by dividing the NAVD 88
 LB0473.geopotential number by the normal gravity value computed on the
 LB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0473.degrees latitude (g = 980.6199 gals.).
 LB0473
 LB0473.The modeled gravity was interpolated from observed gravity values.
 LB0473
 LB0473;                    North         East    Units  Estimated Accuracy
 LB0473;SPC IN E     -   567,790.       70,580.      MT  (+/- 180 meters Scaled)
 LB0473
 LB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK837684(NAD 83)
 LB0473
 LB0473                          SUPERSEDED SURVEY CONTROL
 LB0473
 LB0473  NGVD 29 (??/??/92)  266.116  (m)          873.08   (f) ADJ UNCH    2 0
 LB0473
 LB0473.Superseded values are not recommended for survey control.
 LB0473
 LB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0473.See file dsdata.pdf to determine how the superseded data were derived.
 LB0473
 LB0473_MARKER: DB = BENCH MARK DISK
 LB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0473_STAMPING: P 208 1946
 LB0473_MARK LOGO: CGS
 LB0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0473+STABILITY: SURFACE MOTION
 LB0473
 LB0473  HISTORY     - Date     Condition        Report By
 LB0473  HISTORY     - 1946     MONUMENTED       CGS
 LB0473
 LB0473                          STATION DESCRIPTION
 LB0473
 LB0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0473'3 MI W FROM WINDFALL.
 LB0473'ABOUT 3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0473'AT WINDFALL, ABOUT 0.25 MILE EAST OF A NORTH-SOUTH GRAVEL CROSS
 LB0473'ROAD, ABOUT 1.0 MILE EAST OF THE CROSSING OF STATE HIGHWAY 19,
 LB0473'SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF A NORTH-SOUTH
 LB0473'GRAVEL ROAD, 93 FEET WEST-NORTHWEST AND ACROSS THE NORTH-SOUTH
 LB0473'ROAD FROM THE NORTHWEST CORNER OF A TWO STORY FARM HOUSE, 29
 LB0473'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET
 LB0473'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 8 FEET WEST
 LB0473'OF A TELEPHONE POLE, ABOUT LEVEL WITH THE INTERSECTION, AND
 LB0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1472 ***********************************************************************
 LA1472  DESIGNATION -  P 209
 LA1472  PID         -  LA1472
 LA1472  STATE/COUNTY-  IN/HAMILTON
 LA1472  COUNTRY     -  US
 LA1472  USGS QUAD   -  RIVERWOOD (2019)
 LA1472
 LA1472                         *CURRENT SURVEY CONTROL
 LA1472  ______________________________________________________________________
 LA1472* NAD 83(1986) POSITION- 40 07 18.78   (N) 085 55 34.90   (W)   HD_HELD1
 LA1472* NAVD 88 ORTHO HEIGHT -   247.070 (meters)      810.60  (feet) ADJUSTED
 LA1472  ______________________________________________________________________
 LA1472  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LA1472  DYNAMIC HEIGHT  -        246.937 (meters)      810.16  (feet) COMP
 LA1472  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LA1472
 LA1472  VERT ORDER      -  SECOND    CLASS 0
 LA1472
 LA1472.The horizontal coordinates were determined by differentially corrected
 LA1472.hand held GPS observations or other comparable positioning techniques
 LA1472.and have an estimated accuracy of +/- 3 meters.
 LA1472
 LA1472.The orthometric height was determined by differential leveling and
 LA1472.adjusted by the NATIONAL GEODETIC SURVEY
 LA1472.in June 1991.
 LA1472
 LA1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1472.GEOID18 height accuracy estimate available here.
 LA1472
 LA1472.Click photographs - Photos may exist for this station.
 LA1472
 LA1472.The dynamic height is computed by dividing the NAVD 88
 LA1472.geopotential number by the normal gravity value computed on the
 LA1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1472.degrees latitude (g = 980.6199 gals.).
 LA1472
 LA1472.The modeled gravity was interpolated from observed gravity values.
 LA1472
 LA1472;                    North         East    Units  Estimated Accuracy
 LA1472;SPC IN E     -   541,082.9      77,863.9     MT  (+/- 3 meters HH1 GPS) 
 LA1472
 LA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9148341837(NAD 83)
 LA1472
 LA1472                          SUPERSEDED SURVEY CONTROL
 LA1472
 LA1472  NGVD 29 (??/??/92)  247.199  (m)          811.02   (f) ADJ UNCH    2 0
 LA1472
 LA1472.Superseded values are not recommended for survey control.
 LA1472
 LA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1472.See file dsdata.pdf to determine how the superseded data were derived.
 LA1472
 LA1472_MARKER: DB = BENCH MARK DISK
 LA1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1472_STAMPING: P 209 1946
 LA1472_MARK LOGO: CGS
 LA1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1472+STABILITY: SURFACE MOTION
 LA1472
 LA1472  HISTORY     - Date     Condition        Report By
 LA1472  HISTORY     - 1946     MONUMENTED       CGS
 LA1472  HISTORY     - 20010607 GOOD             MAJENG
 LA1472
 LA1472                          STATION DESCRIPTION
 LA1472
 LA1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1472'1 MI E FROM STRAWTOWN.
 LA1472'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LA1472'STATE HIGHWAY 37 AT STRAWTOWN, SET AT A T FENCE CORNER POST IN
 LA1472'THE SOUTH RIGHT-OF-WAY FENCE, 281 FEET EAST-SOUTHEAST AND ACROSS
 LA1472'THE ROAD FROM THE SOUTHEAST CORNER OF A LARGE RED BARN, 19 FEET
 LA1472'SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF A 10
 LA1472'INCH CONCRETE FENCE POST, 1 FOOT NORTH OF THE T FENCE POST AND
 LA1472'IN LINE WITH THE FENCE LEADING SOUTH, ABOUT LEVEL WITH THE ROAD,
 LA1472'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1472
 LA1472                          STATION RECOVERY (2001)
 LA1472
 LA1472'RECOVERY NOTE BY MAJOR ENGINEER AND LAND SURVEY 2001 (JN)
 LA1472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0766 ***********************************************************************
 MD0766  DESIGNATION -  P 21
 MD0766  PID         -  MD0766
 MD0766  STATE/COUNTY-  IN/DE KALB
 MD0766  COUNTRY     -  US
 MD0766  USGS QUAD   -  WATERLOO (2019)
 MD0766
 MD0766                         *CURRENT SURVEY CONTROL
 MD0766  ______________________________________________________________________
 MD0766* NAD 83(1986) POSITION- 41 25 54.     (N) 085 01 47.     (W)   SCALED
 MD0766* NAVD 88 ORTHO HEIGHT -   280.123 (meters)      919.04  (feet) ADJUSTED
 MD0766  ______________________________________________________________________
 MD0766  GEOID HEIGHT    -        -33.199 (meters)                     GEOID18
 MD0766  DYNAMIC HEIGHT  -        280.013 (meters)      918.68  (feet) COMP
 MD0766  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 MD0766
 MD0766  VERT ORDER      -  SECOND    CLASS 0
 MD0766
 MD0766.The horizontal coordinates were scaled from a map and have
 MD0766.an estimated accuracy of +/- 6 seconds.
 MD0766
 MD0766.The orthometric height was determined by differential leveling and
 MD0766.adjusted by the NATIONAL GEODETIC SURVEY
 MD0766.in June 1991.
 MD0766
 MD0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0766.GEOID18 height accuracy estimate available here.
 MD0766
 MD0766.Click photographs - Photos may exist for this station.
 MD0766
 MD0766.The dynamic height is computed by dividing the NAVD 88
 MD0766.geopotential number by the normal gravity value computed on the
 MD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0766.degrees latitude (g = 980.6199 gals.).
 MD0766
 MD0766.The modeled gravity was interpolated from observed gravity values.
 MD0766
 MD0766;                    North         East    Units  Estimated Accuracy
 MD0766;SPC IN E     -   686,690.      153,240.      MT  (+/- 180 meters Scaled)
 MD0766
 MD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL646885(NAD 83)
 MD0766
 MD0766                          SUPERSEDED SURVEY CONTROL
 MD0766
 MD0766  NGVD 29 (??/??/92)  280.274  (m)          919.53   (f) ADJ UNCH    2 0
 MD0766
 MD0766.Superseded values are not recommended for survey control.
 MD0766
 MD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0766.See file dsdata.pdf to determine how the superseded data were derived.
 MD0766
 MD0766_MARKER: DB = BENCH MARK DISK
 MD0766_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD0766+WITH SETTING: PAVEMENT
 MD0766_SP_SET: SEMAPHORE BASE
 MD0766_STAMPING: P 21 1934
 MD0766_MARK LOGO: CGS
 MD0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0766+STABILITY: SURFACE MOTION
 MD0766
 MD0766  HISTORY     - Date     Condition        Report By
 MD0766  HISTORY     - 1934     MONUMENTED       CGS
 MD0766  HISTORY     - 1963     GOOD             CGS
 MD0766  HISTORY     - 20180718 MARK NOT FOUND   INDOT
 MD0766
 MD0766                          STATION DESCRIPTION
 MD0766
 MD0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0766'0.5 MI W FROM WATERLOO.
 MD0766'0.5 MILE WEST ON NEW YORK CENTRAL RAILROAD FROM THE CROSSING OF
 MD0766'MAIN ST. IN WATERLOO, ABOUT 59 YARDS EAST OF CENTER LINE OF
 MD0766'PENETON STREET, 25 FEET EAST OF NEW OVERHEAD STEEL-TRESTLE SIGNAL
 MD0766'LIGHT STANDARD OR SUPPORT, 19.9 FEET SOUTH OF SOUTH RAIL OF MAIN
 MD0766'LINE DOUBLE TRACKS, 0.5 FOOT LOWER THAN TOP OF SAME, SET IN A
 MD0766'DRILL HOLE 0.5 FOOT SOUTHEAST OF NORTHWEST CORNER OF 4-FOOT
 MD0766'SQUARE CONCRETE BASE OF OLD REMOVED SEMAPHORE SIGNAL WHICH BASE
 MD0766'STANDS 0.6 FOOT ABOVE THE GROUND.
 MD0766
 MD0766                          STATION RECOVERY (2018)
 MD0766
 MD0766'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0766'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0495 ***********************************************************************
 LB0495  DESIGNATION -  P 210
 LB0495  PID         -  LB0495
 LB0495  STATE/COUNTY-  IN/TIPTON
 LB0495  COUNTRY     -  US
 LB0495  USGS QUAD   -  KEMPTON (2019)
 LB0495
 LB0495                         *CURRENT SURVEY CONTROL
 LB0495  ______________________________________________________________________
 LB0495* NAD 83(1986) POSITION- 40 17 18.     (N) 086 13 46.     (W)   SCALED
 LB0495* NAVD 88 ORTHO HEIGHT -   282.882 (meters)      928.09  (feet) ADJUSTED
 LB0495  ______________________________________________________________________
 LB0495  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 LB0495  DYNAMIC HEIGHT  -        282.727 (meters)      927.58  (feet) COMP
 LB0495  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 LB0495
 LB0495  VERT ORDER      -  SECOND    CLASS 0
 LB0495
 LB0495.The horizontal coordinates were scaled from a map and have
 LB0495.an estimated accuracy of +/- 6 seconds.
 LB0495
 LB0495.The orthometric height was determined by differential leveling and
 LB0495.adjusted by the NATIONAL GEODETIC SURVEY
 LB0495.in June 1991.
 LB0495
 LB0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0495.GEOID18 height accuracy estimate available here.
 LB0495
 LB0495.Click photographs - Photos may exist for this station.
 LB0495
 LB0495.The dynamic height is computed by dividing the NAVD 88
 LB0495.geopotential number by the normal gravity value computed on the
 LB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0495.degrees latitude (g = 980.6199 gals.).
 LB0495
 LB0495.The modeled gravity was interpolated from observed gravity values.
 LB0495
 LB0495;                    North         East    Units  Estimated Accuracy
 LB0495;SPC IN E     -   559,680.       52,150.      MT  (+/- 180 meters Scaled)
 LB0495
 LB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK654600(NAD 83)
 LB0495
 LB0495                          SUPERSEDED SURVEY CONTROL
 LB0495
 LB0495  NGVD 29 (??/??/92)  282.991  (m)          928.45   (f) ADJ UNCH    2 0
 LB0495
 LB0495.Superseded values are not recommended for survey control.
 LB0495
 LB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0495.See file dsdata.pdf to determine how the superseded data were derived.
 LB0495
 LB0495_MARKER: DB = BENCH MARK DISK
 LB0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0495_SP_SET: BUILDING
 LB0495_STAMPING: P 210 1946
 LB0495_MARK LOGO: CGS
 LB0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0495
 LB0495  HISTORY     - Date     Condition        Report By
 LB0495  HISTORY     - 1946     MONUMENTED       CGS
 LB0495  HISTORY     - 20020515 MARK NOT FOUND   INDIV
 LB0495
 LB0495                          STATION DESCRIPTION
 LB0495
 LB0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0495'AT KEMPTON.
 LB0495'AT KEMPTON, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL
 LB0495'OF THE STORE BUILDING OWNED BY THE IOO F LODGE AND NOW OCCUPIED
 LB0495'BY THE POST OFFICE, 1.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LB0495'BUILDING, AND ABOUT 2.7 FEET ABOVE THE SIDE WALK.
 LB0495
 LB0495                          STATION RECOVERY (2002)
 LB0495
 LB0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0495'THE DISK IS MISSING AS THE BUILDING HAS DETERIORATED OVER THE PAST
 LB0495'SEVERAL YEARS.  CURRENTLY, IT (BUILDING) IS EMPTY AND HAS BEEN IN TAX
 LB0495'RECEIVERSHIP FOR SEVERAL YEARS.  I WOULD EXPECT IT TO BE DEMOLISHED IN
 LB0495'THE NEXT COUPLE OF YEARS FOR SAFTEY/HEALTH REASONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0354 ***********************************************************************
 LB0354  DESIGNATION -  P 211
 LB0354  PID         -  LB0354
 LB0354  STATE/COUNTY-  IN/TIPTON
 LB0354  COUNTRY     -  US
 LB0354  USGS QUAD   -  KEMPTON (2019)
 LB0354
 LB0354                         *CURRENT SURVEY CONTROL
 LB0354  ______________________________________________________________________
 LB0354* NAD 83(1986) POSITION- 40 20 48.     (N) 086 07 38.     (W)   SCALED
 LB0354* NAVD 88 ORTHO HEIGHT -   273.212 (meters)      896.36  (feet) ADJUSTED
 LB0354  ______________________________________________________________________
 LB0354  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LB0354  DYNAMIC HEIGHT  -        273.065 (meters)      895.88  (feet) COMP
 LB0354  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 LB0354
 LB0354  VERT ORDER      -  SECOND    CLASS 0
 LB0354
 LB0354.The horizontal coordinates were scaled from a map and have
 LB0354.an estimated accuracy of +/- 6 seconds.
 LB0354
 LB0354.The orthometric height was determined by differential leveling and
 LB0354.adjusted by the NATIONAL GEODETIC SURVEY
 LB0354.in June 1991.
 LB0354
 LB0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0354.GEOID18 height accuracy estimate available here.
 LB0354
 LB0354.Click photographs - Photos may exist for this station.
 LB0354
 LB0354.The dynamic height is computed by dividing the NAVD 88
 LB0354.geopotential number by the normal gravity value computed on the
 LB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0354.degrees latitude (g = 980.6199 gals.).
 LB0354
 LB0354.The modeled gravity was interpolated from observed gravity values.
 LB0354
 LB0354;                    North         East    Units  Estimated Accuracy
 LB0354;SPC IN E     -   566,110.       60,870.      MT  (+/- 180 meters Scaled)
 LB0354
 LB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741666(NAD 83)
 LB0354
 LB0354                          SUPERSEDED SURVEY CONTROL
 LB0354
 LB0354  NGVD 29 (??/??/92)  273.328  (m)          896.74   (f) ADJ UNCH    2 0
 LB0354
 LB0354.Superseded values are not recommended for survey control.
 LB0354
 LB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0354.See file dsdata.pdf to determine how the superseded data were derived.
 LB0354
 LB0354_MARKER: DB = BENCH MARK DISK
 LB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0354_STAMPING: P 211 1946
 LB0354_MARK LOGO: CGS
 LB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0354+STABILITY: SURFACE MOTION
 LB0354
 LB0354  HISTORY     - Date     Condition        Report By
 LB0354  HISTORY     - 1946     MONUMENTED       CGS
 LB0354
 LB0354                          STATION DESCRIPTION
 LB0354
 LB0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0354'9.8 MI S FROM KOKOMO.
 LB0354'ABOUT 9.85 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY
 LB0354'BUILDING AT KOKOMO, AT A CROSS ROAD AND THE I.C. BARKERS GROCERY
 LB0354'STORE, ABOUT 150 FEET NORTHWEST AND ACROSS THE INTERSECTION FROM
 LB0354'THE NORTHWEST CORNER OF THE STORE BUILDING, 52 FEET NORTH OF THE
 LB0354'CENTER LINE OF THE EAST-WEST ROAD, 39 FEET WEST OF THE CENTER
 LB0354'LINE OF THE HIGHWAY, 32.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 LB0354'OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LB0354'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0355 ***********************************************************************
 LB0355  DESIGNATION -  P 211 RESET
 LB0355  PID         -  LB0355
 LB0355  STATE/COUNTY-  IN/TIPTON
 LB0355  COUNTRY     -  US
 LB0355  USGS QUAD   -  KEMPTON (2019)
 LB0355
 LB0355                         *CURRENT SURVEY CONTROL
 LB0355  ______________________________________________________________________
 LB0355* NAD 83(1986) POSITION- 40 20 48.     (N) 086 07 38.     (W)   SCALED
 LB0355* NAVD 88 ORTHO HEIGHT -   273.21  (meters)      896.4   (feet) RESET
 LB0355  ______________________________________________________________________
 LB0355  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LB0355  VERT ORDER      -  THIRD
 LB0355
 LB0355.The horizontal coordinates were scaled from a map and have
 LB0355.an estimated accuracy of +/- 6 seconds.
 LB0355
 LB0355.The orthometric height was computed from unverified reset data.
 LB0355
 LB0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0355.GEOID18 height accuracy estimate available here.
 LB0355
 LB0355.Click photographs - Photos may exist for this station.
 LB0355
 LB0355;                    North         East    Units  Estimated Accuracy
 LB0355;SPC IN E     -   566,110.       60,870.      MT  (+/- 180 meters Scaled)
 LB0355
 LB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741666(NAD 83)
 LB0355
 LB0355                          SUPERSEDED SURVEY CONTROL
 LB0355
 LB0355.No superseded survey control is available for this station.
 LB0355
 LB0355_MARKER: DB = BENCH MARK DISK
 LB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0355_STAMPING: P 211 RESET 1960
 LB0355_MARK LOGO: CGS
 LB0355_PROJECTION: FLUSH
 LB0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0355+STABILITY: SURFACE MOTION
 LB0355
 LB0355  HISTORY     - Date     Condition        Report By
 LB0355  HISTORY     - 1960     MONUMENTED       CGS
 LB0355  HISTORY     - 1961     GOOD             CGS
 LB0355
 LB0355                          STATION DESCRIPTION
 LB0355
 LB0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0355'9.8 MI S FROM KOKOMO.
 LB0355'THIS MARK IS LOCATED ABOUT 9.85 MILES SOUTH ALONG U.S. HIGHWAY
 LB0355'31 FROM THE CITY BUILDING AT KOKOMO, AT A CROSS ROAD KNOWN AS
 LB0355'BARKERS CORNER.  PLACED 18 INCHES FROM THE R/W MIDWAY ALONG THE
 LB0355'NORTHWEST CORNER CUT, 64.7 FEET FROM THE WEST EDGE OF THE SBL AND
 LB0355'APPROXIMATELY 38 FEET FROM THE NORTH EDGE OF THE EAST-WEST COUNTY
 LB0355'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1820 ***********************************************************************
 LA1820  DESIGNATION -  P 212
 LA1820  PID         -  LA1820
 LA1820  STATE/COUNTY-  IN/WABASH
 LA1820  COUNTRY     -  US
 LA1820  USGS QUAD   -  SOMERSET (2019)
 LA1820
 LA1820                         *CURRENT SURVEY CONTROL
 LA1820  ______________________________________________________________________
 LA1820* NAD 83(1986) POSITION- 40 44 20.     (N) 085 45 08.     (W)   SCALED
 LA1820* NAVD 88 ORTHO HEIGHT -   257.657 (meters)      845.33  (feet) ADJUSTED
 LA1820  ______________________________________________________________________
 LA1820  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 LA1820  DYNAMIC HEIGHT  -        257.532 (meters)      844.92  (feet) COMP
 LA1820  MODELED GRAVITY -    980,134.7   (mgal)                       NAVD 88
 LA1820
 LA1820  VERT ORDER      -  SECOND    CLASS 0
 LA1820
 LA1820.The horizontal coordinates were scaled from a map and have
 LA1820.an estimated accuracy of +/- 6 seconds.
 LA1820
 LA1820.The orthometric height was determined by differential leveling and
 LA1820.adjusted by the NATIONAL GEODETIC SURVEY
 LA1820.in June 1991.
 LA1820
 LA1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1820.GEOID18 height accuracy estimate available here.
 LA1820
 LA1820.Click photographs - Photos may exist for this station.
 LA1820
 LA1820.The dynamic height is computed by dividing the NAVD 88
 LA1820.geopotential number by the normal gravity value computed on the
 LA1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1820.degrees latitude (g = 980.6199 gals.).
 LA1820
 LA1820.The modeled gravity was interpolated from observed gravity values.
 LA1820
 LA1820;                    North         East    Units  Estimated Accuracy
 LA1820;SPC IN E     -   609,570.       92,770.      MT  (+/- 180 meters Scaled)
 LA1820
 LA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053105(NAD 83)
 LA1820
 LA1820                          SUPERSEDED SURVEY CONTROL
 LA1820
 LA1820  NGVD 29 (??/??/92)  257.781  (m)          845.74   (f) ADJ UNCH    2 0
 LA1820
 LA1820.Superseded values are not recommended for survey control.
 LA1820
 LA1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1820.See file dsdata.pdf to determine how the superseded data were derived.
 LA1820
 LA1820_MARKER: DB = BENCH MARK DISK
 LA1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1820_STAMPING: P 212 1947
 LA1820_MARK LOGO: CGS
 LA1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1820+STABILITY: SURFACE MOTION
 LA1820
 LA1820  HISTORY     - Date     Condition        Report By
 LA1820  HISTORY     - 1947     MONUMENTED       CGS
 LA1820
 LA1820                          STATION DESCRIPTION
 LA1820
 LA1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1820'5.9 MI SE FROM WABASH.
 LA1820'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRST
 LA1820'NATIONAL BANK BUILDING AT WABASH, AT THE INTERSECTION OF STATE
 LA1820'HIGHWAY 124, 41 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 124,
 LA1820'96 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 15, 3 FEET WEST
 LA1820'OF A FENCE CORNER, 6 FEET WEST OF A TELEPHONE POLE, 2.5 FEET
 LA1820'NORTHWEST OF THE FENCE LINE, 1.5 FEET NORTHEAST OF A WHITE WOODEN
 LA1820'WITNESS POST, ABOUT 1 FOOT BELOW THE INTERSECTION, AND SET IN
 LA1820'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0983 ***********************************************************************
 LA0983  DESIGNATION -  P 213
 LA0983  PID         -  LA0983
 LA0983  STATE/COUNTY-  IN/WELLS
 LA0983  COUNTRY     -  US
 LA0983  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0983
 LA0983                         *CURRENT SURVEY CONTROL
 LA0983  ______________________________________________________________________
 LA0983* NAD 83(1986) POSITION- 40 44 31.     (N) 085 17 56.     (W)   SCALED
 LA0983* NAVD 88 ORTHO HEIGHT -   254.404 (meters)      834.66  (feet) ADJUSTED
 LA0983  ______________________________________________________________________
 LA0983  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 LA0983  DYNAMIC HEIGHT  -        254.281 (meters)      834.25  (feet) COMP
 LA0983  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 LA0983
 LA0983  VERT ORDER      -  SECOND    CLASS 0
 LA0983
 LA0983.The horizontal coordinates were scaled from a map and have
 LA0983.an estimated accuracy of +/- 6 seconds.
 LA0983
 LA0983.The orthometric height was determined by differential leveling and
 LA0983.adjusted by the NATIONAL GEODETIC SURVEY
 LA0983.in June 1991.
 LA0983
 LA0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0983.GEOID18 height accuracy estimate available here.
 LA0983
 LA0983.Click photographs - Photos may exist for this station.
 LA0983
 LA0983.The dynamic height is computed by dividing the NAVD 88
 LA0983.geopotential number by the normal gravity value computed on the
 LA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0983.degrees latitude (g = 980.6199 gals.).
 LA0983
 LA0983.The modeled gravity was interpolated from observed gravity values.
 LA0983
 LA0983;                    North         East    Units  Estimated Accuracy
 LA0983;SPC IN E     -   609,970.      131,060.      MT  (+/- 180 meters Scaled)
 LA0983
 LA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL436115(NAD 83)
 LA0983
 LA0983                          SUPERSEDED SURVEY CONTROL
 LA0983
 LA0983  NGVD 29 (??/??/92)  254.540  (m)          835.10   (f) ADJ UNCH    2 0
 LA0983
 LA0983.Superseded values are not recommended for survey control.
 LA0983
 LA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0983.See file dsdata.pdf to determine how the superseded data were derived.
 LA0983
 LA0983_MARKER: DB = BENCH MARK DISK
 LA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0983_STAMPING: P 213 1947
 LA0983_MARK LOGO: CGS
 LA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0983+STABILITY: SURFACE MOTION
 LA0983
 LA0983  HISTORY     - Date     Condition        Report By
 LA0983  HISTORY     - 1947     MONUMENTED       CGS
 LA0983  HISTORY     - 1968     GOOD             CGS
 LA0983
 LA0983                          STATION DESCRIPTION
 LA0983
 LA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0983'5 MI E FROM PLUM TREE.
 LA0983'4.95 MILES EAST ALONG STATE HIGHWAY 124 FROM THE CHRISTIAN CHURCH
 LA0983'AT PLUM TREE, ABOUT 1.0 MILE WEST OF THE INTERSECTION OF STATE
 LA0983'HIGHWAY 303, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 45 YARDS
 LA0983'WEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 39 FEET NORTH OF
 LA0983'THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER LINE
 LA0983'OF THE ROAD NORTH, 11 FEET EAST OF A FENCE CORNER, 3.3 FEET WEST
 LA0983'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT WEST
 LA0983'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0983'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0915 ***********************************************************************
 LA0915  DESIGNATION -  P 214
 LA0915  PID         -  LA0915
 LA0915  STATE/COUNTY-  IN/WELLS
 LA0915  COUNTRY     -  US
 LA0915  USGS QUAD   -  MONTPELIER (2019)
 LA0915
 LA0915                         *CURRENT SURVEY CONTROL
 LA0915  ______________________________________________________________________
 LA0915* NAD 83(1986) POSITION- 40 36 34.98   (N) 085 22 18.49   (W)   HD_HELD1
 LA0915* NAVD 88 ORTHO HEIGHT -   254.003 (meters)      833.34  (feet) ADJUSTED
 LA0915  ______________________________________________________________________
 LA0915  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 LA0915  DYNAMIC HEIGHT  -        253.875 (meters)      832.92  (feet) COMP
 LA0915  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LA0915
 LA0915  VERT ORDER      -  SECOND    CLASS 0
 LA0915
 LA0915.The horizontal coordinates were determined by differentially corrected
 LA0915.hand held GPS observations or other comparable positioning techniques
 LA0915.and have an estimated accuracy of +/- 3 meters.
 LA0915
 LA0915.The orthometric height was determined by differential leveling and
 LA0915.adjusted by the NATIONAL GEODETIC SURVEY
 LA0915.in June 1991.
 LA0915
 LA0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0915.GEOID18 height accuracy estimate available here.
 LA0915
 LA0915.Click photographs - Photos may exist for this station.
 LA0915
 LA0915.The dynamic height is computed by dividing the NAVD 88
 LA0915.geopotential number by the normal gravity value computed on the
 LA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0915.degrees latitude (g = 980.6199 gals.).
 LA0915
 LA0915.The modeled gravity was interpolated from observed gravity values.
 LA0915
 LA0915;                    North         East    Units  Estimated Accuracy
 LA0915;SPC IN E     -   595,260.4     124,953.4     MT  (+/- 3 meters HH1 GPS) 
 LA0915
 LA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3774196707(NAD 83)
 LA0915
 LA0915                          SUPERSEDED SURVEY CONTROL
 LA0915
 LA0915  NGVD 29 (??/??/92)  254.137  (m)          833.78   (f) ADJ UNCH    2 0
 LA0915
 LA0915.Superseded values are not recommended for survey control.
 LA0915
 LA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0915.See file dsdata.pdf to determine how the superseded data were derived.
 LA0915
 LA0915_MARKER: DB = BENCH MARK DISK
 LA0915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0915_SP_SET: CULVERT HEADWALL
 LA0915_STAMPING: P 214 1947
 LA0915_MARK LOGO: CGS
 LA0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0915+STABILITY: SURFACE MOTION
 LA0915
 LA0915  HISTORY     - Date     Condition        Report By
 LA0915  HISTORY     - 1947     MONUMENTED       CGS
 LA0915
 LA0915                          STATION DESCRIPTION
 LA0915
 LA0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0915'10.7 MI N FROM HARTFORD CITY.
 LA0915'ABOUT 10.7 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY
 LA0915'SCHOOL AT HARTFORD CITY, 288 FEET SOUTH OF THE PROLONGED CENTER
 LA0915'LINE OF A GRAVEL ROAD LEADING WEST TO DILLMAN, SET IN THE TOP
 LA0915'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 20-INCH
 LA0915'PIPE CULVERT, 26 FEET EAST OF AND ABOUT 2.5 FEET BELOW THE
 LA0915'CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0952 ***********************************************************************
 LA0952  DESIGNATION -  P 216
 LA0952  PID         -  LA0952
 LA0952  STATE/COUNTY-  IN/WELLS
 LA0952  COUNTRY     -  US
 LA0952  USGS QUAD   -  BLUFFTON (2019)
 LA0952
 LA0952                         *CURRENT SURVEY CONTROL
 LA0952  ______________________________________________________________________
 LA0952* NAD 83(1986) POSITION- 40 39 17.     (N) 085 12 10.     (W)   SCALED
 LA0952* NAVD 88 ORTHO HEIGHT -   260.215 (meters)      853.72  (feet) ADJUSTED
 LA0952  ______________________________________________________________________
 LA0952  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 LA0952  DYNAMIC HEIGHT  -        260.087 (meters)      853.30  (feet) COMP
 LA0952  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 LA0952
 LA0952  VERT ORDER      -  SECOND    CLASS 0
 LA0952
 LA0952.The horizontal coordinates were scaled from a map and have
 LA0952.an estimated accuracy of +/- 6 seconds.
 LA0952
 LA0952.The orthometric height was determined by differential leveling and
 LA0952.adjusted by the NATIONAL GEODETIC SURVEY
 LA0952.in June 1991.
 LA0952
 LA0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0952.GEOID18 height accuracy estimate available here.
 LA0952
 LA0952.Click photographs - Photos may exist for this station.
 LA0952
 LA0952.The dynamic height is computed by dividing the NAVD 88
 LA0952.geopotential number by the normal gravity value computed on the
 LA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0952.degrees latitude (g = 980.6199 gals.).
 LA0952
 LA0952.The modeled gravity was interpolated from observed gravity values.
 LA0952
 LA0952;                    North         East    Units  Estimated Accuracy
 LA0952;SPC IN E     -   600,320.      139,230.      MT  (+/- 180 meters Scaled)
 LA0952
 LA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL519019(NAD 83)
 LA0952
 LA0952                          SUPERSEDED SURVEY CONTROL
 LA0952
 LA0952  NGVD 29 (??/??/92)  260.352  (m)          854.17   (f) ADJ UNCH    2 0
 LA0952
 LA0952.Superseded values are not recommended for survey control.
 LA0952
 LA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0952.See file dsdata.pdf to determine how the superseded data were derived.
 LA0952
 LA0952_MARKER: DB = BENCH MARK DISK
 LA0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0952_STAMPING: P 216 1947
 LA0952_MARK LOGO: CGS
 LA0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0952+STABILITY: SURFACE MOTION
 LA0952
 LA0952  HISTORY     - Date     Condition        Report By
 LA0952  HISTORY     - 1947     MONUMENTED       CGS
 LA0952  HISTORY     - 1968     GOOD             CGS
 LA0952
 LA0952                          STATION DESCRIPTION
 LA0952
 LA0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0952'1.2 MI E FROM PONETO.
 LA0952'ABOUT 1.25 MILES EAST ALONG STATE HIGHWAY 118 FROM ITS CROSSING
 LA0952'WITH THE NORFOLK AND WESTERN RAILROAD AT PONETO, AT THE JUNCTION
 LA0952'OF A GRAVEL ROAD LEADING NORTH, ABOUT 40 YARDS WEST OF THE
 LA0952'PROLONGED CENTERLINE OF THE ROAD LEADING SOUTH, 40 FEET EAST OF
 LA0952'THE CENTERLINE OF THE SIDE ROAD, 40 FEET NORTH OF THE CENTERLINE
 LA0952'OF THE HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE, DIRECTLY IN
 LA0952'FRONT OF A WELLS COUNTY SURVEYORS MARKER, ABOUT LEVEL WITH THE
 LA0952'HIGHWAY AND SET IN A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1231 ***********************************************************************
 LA1231  DESIGNATION -  P 217
 LA1231  PID         -  LA1231
 LA1231  STATE/COUNTY-  IN/DELAWARE
 LA1231  COUNTRY     -  US
 LA1231  USGS QUAD   -  WHEELING (2019)
 LA1231
 LA1231                         *CURRENT SURVEY CONTROL
 LA1231  ______________________________________________________________________
 LA1231* NAD 83(2011) POSITION- 40 19 15.88582(N) 085 27 37.93829(W)   ADJUSTED
 LA1231* NAD 83(2011) ELLIP HT-   238.089 (meters)        (06/27/12)   ADJUSTED
 LA1231* NAD 83(2011) EPOCH   -  2010.00
 LA1231* NAVD 88 ORTHO HEIGHT -   272.133 (meters)      892.82  (feet) ADJUSTED
 LA1231  ______________________________________________________________________
 LA1231  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 LA1231  NAD 83(2011) X  -    385,431.280 (meters)                     COMP
 LA1231  NAD 83(2011) Y  - -4,854,619.534 (meters)                     COMP
 LA1231  NAD 83(2011) Z  -  4,105,386.236 (meters)                     COMP
 LA1231  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 LA1231  DYNAMIC HEIGHT  -        271.992 (meters)      892.36  (feet) COMP
 LA1231  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 LA1231
 LA1231  VERT ORDER      -  SECOND    CLASS 0
 LA1231
 LA1231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1231  Standards:
 LA1231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1231  -------------------------------------------------------------------
 LA1231  NETWORK    0.85   2.41           0.40   0.26   1.23     -0.04992342
 LA1231  -------------------------------------------------------------------
 LA1231  Click here for local accuracies and other accuracy information.
 LA1231
 LA1231.The horizontal coordinates were established by GPS observations
 LA1231.and adjusted by the National Geodetic Survey in June 2012.
 LA1231
 LA1231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1231.been affixed to the stable North American tectonic plate. See 
 LA1231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1231
 LA1231.The horizontal coordinates are valid at the epoch date displayed above
 LA1231.which is a decimal equivalence of Year/Month/Day.
 LA1231
 LA1231.The orthometric height was determined by differential leveling and
 LA1231.adjusted by the NATIONAL GEODETIC SURVEY
 LA1231.in June 1991.
 LA1231
 LA1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1231.GEOID18 height accuracy estimate available here.
 LA1231
 LA1231.Click photographs - Photos may exist for this station.
 LA1231
 LA1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1231
 LA1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1231
 LA1231.The ellipsoidal height was determined by GPS observations
 LA1231.and is referenced to NAD 83.
 LA1231
 LA1231.The dynamic height is computed by dividing the NAVD 88
 LA1231.geopotential number by the normal gravity value computed on the
 LA1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1231.degrees latitude (g = 980.6199 gals.).
 LA1231
 LA1231.The modeled gravity was interpolated from observed gravity values.
 LA1231
 LA1231. The following values were computed from the NAD 83(2011) position.
 LA1231
 LA1231;                    North         East     Units Scale Factor Converg.
 LA1231;SPC IN E     -   563,188.763   117,518.789   MT  0.99997044   +0 08 00.2
 LA1231;SPC IN E     - 1,847,728.47    385,559.56   sFT  0.99997044   +0 08 00.2
 LA1231;UTM  16      - 4,464,532.009   630,793.027   MT  0.99981058   +0 59 46.6
 LA1231
 LA1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1231!SPC IN E     -   0.99996265  x   0.99997044  =   0.99993309
 LA1231!UTM  16      -   0.99996265  x   0.99981058  =   0.99977324
 LA1231
 LA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3079364532(NAD 83)
 LA1231
 LA1231                          SUPERSEDED SURVEY CONTROL
 LA1231
 LA1231  NAD 83(2007)-  40 19 15.88592(N)    085 27 37.93914(W) AD(2002.00) 0
 LA1231  ELLIP H (02/10/07)  238.108  (m)                       GP(2002.00)    
 LA1231  NAD 83(1997)-  40 19 15.88595(N)    085 27 37.93876(W) AD(       ) B
 LA1231  ELLIP H (03/12/98)  238.134  (m)                       GP(       ) 1 2
 LA1231  NAVD 88             272.13   (m)          892.8    (f) LEVELING    3  
 LA1231  NGVD 29 (??/??/92)  272.270  (m)          893.27   (f) ADJ UNCH    2 0
 LA1231
 LA1231.Superseded values are not recommended for survey control.
 LA1231
 LA1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1231.See file dsdata.pdf to determine how the superseded data were derived.
 LA1231
 LA1231_MARKER: DB = BENCH MARK DISK
 LA1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1231_STAMPING: P 217 1947
 LA1231_MARK LOGO: CGS
 LA1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1231+STABILITY: SURFACE MOTION
 LA1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1231+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 LA1231
 LA1231  HISTORY     - Date     Condition        Report By
 LA1231  HISTORY     - 1947     MONUMENTED       CGS
 LA1231  HISTORY     - 19980726 GOOD             WOOLPT
 LA1231  HISTORY     - 20040825 GOOD             INDIV
 LA1231  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LA1231
 LA1231                          STATION DESCRIPTION
 LA1231
 LA1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1231'AT STOCKPORT.
 LA1231'AT STOCKPORT, AT THE CROSSROADS, 33.5 FEET EAST OF THE CENTER
 LA1231'LINE OF U.S. HIGHWAY 35, 22 FEET NORTH OF THE CENTER LINE OF THE
 LA1231'CROSS ROAD, 14 FEET EAST OF A FENCE CORNER, 2 FEET WEST OF A
 LA1231'TELEPHONE POLE, 1.5 FEET SOUTH OF THE FENCE LINE, 1.5 FEET EAST
 LA1231'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA1231'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1231
 LA1231                          STATION RECOVERY (1998)
 LA1231
 LA1231'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LA1231'DESCRIBED BY WOOLPERT LLP 1998 (BBS) .  THE STATION IS 2 MI (3.2 KM)
 LA1231'EAST OF GASTON, 8 MI (12.9 KM) SOUTHWEST OF HARTFORD CITY, AND 8 MI
 LA1231'(12.9 KM) NORTHWEST OF MUNCIE.  TO REACH THE STATION FROM THE
 LA1231'INTERSECTION OF STATE ROUTE 35, STATE ROUTE 3, AND STATE ROUTE 28,
 LA1231'WHICH IS 6 MI (9.7 KM) NORTH OF MUNCIE, PROCEED 3 MI (4.8 KM) NORTH ON
 LA1231'STATE ROUTE 3 TO THE INTERSECTION OF STATE ROUTE 3 AND COUNTY ROAD
 LA1231'900N.  TURN LEFT AND PROCEED 4.8 MI (7.7 KM) WEST ON COUNTY ROAD 900N
 LA1231'TO THE INTERSECTION OF COUNTY ROAD 900N AND NORTH WHEELING AVENUE, THE
 LA1231'STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION.  THE STATION
 LA1231'IS A STANDARD BENCHMARK DISK SET IN A CONCRETE MONUMENT AND IS
 LA1231'STAMPED--P 217 1947--.  THE STATION IS 10.2 M (33.5 FT) EAST OF THE
 LA1231'CENTERLINE OF NORTH WHEELING AVENUE, 6.7 M (22.0 FT) NORTH OF THE
 LA1231'CENTERLINE OF COUNTY ROAD 900N, 0.6 M (2.0 FT) NORTH OF A PIPELINE
 LA1231'MARKER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 LA1231
 LA1231                          STATION RECOVERY (2004)
 LA1231
 LA1231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRC)
 LA1231'RECOVERED IN GOOD CONDITION.
 LA1231
 LA1231                          STATION RECOVERY (2017)
 LA1231
 LA1231'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LA1231'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1515 ***********************************************************************
 LA1515  DESIGNATION -  P 218
 LA1515  PID         -  LA1515
 LA1515  STATE/COUNTY-  IN/DELAWARE
 LA1515  COUNTRY     -  US
 LA1515  USGS QUAD   -  GILMAN (2019)
 LA1515
 LA1515                         *CURRENT SURVEY CONTROL
 LA1515  ______________________________________________________________________
 LA1515* NAD 83(1986) POSITION- 40 09 50.     (N) 085 34 33.     (W)   SCALED
 LA1515* NAVD 88 ORTHO HEIGHT -   277.970 (meters)      911.97  (feet) ADJUSTED
 LA1515  ______________________________________________________________________
 LA1515  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LA1515  DYNAMIC HEIGHT  -        277.823 (meters)      911.49  (feet) COMP
 LA1515  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LA1515
 LA1515  VERT ORDER      -  SECOND    CLASS 0
 LA1515
 LA1515.The horizontal coordinates were scaled from a map and have
 LA1515.an estimated accuracy of +/- 6 seconds.
 LA1515
 LA1515.The orthometric height was determined by differential leveling and
 LA1515.adjusted by the NATIONAL GEODETIC SURVEY
 LA1515.in June 1991.
 LA1515
 LA1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1515.GEOID18 height accuracy estimate available here.
 LA1515
 LA1515.Click photographs - Photos may exist for this station.
 LA1515
 LA1515.The dynamic height is computed by dividing the NAVD 88
 LA1515.geopotential number by the normal gravity value computed on the
 LA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1515.degrees latitude (g = 980.6199 gals.).
 LA1515
 LA1515.The modeled gravity was interpolated from observed gravity values.
 LA1515
 LA1515;                    North         East    Units  Estimated Accuracy
 LA1515;SPC IN E     -   545,720.      107,740.      MT  (+/- 180 meters Scaled)
 LA1515
 LA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212469(NAD 83)
 LA1515
 LA1515                          SUPERSEDED SURVEY CONTROL
 LA1515
 LA1515  NGVD 29 (??/??/92)  278.109  (m)          912.43   (f) ADJ UNCH    2 0
 LA1515
 LA1515.Superseded values are not recommended for survey control.
 LA1515
 LA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1515.See file dsdata.pdf to determine how the superseded data were derived.
 LA1515
 LA1515_MARKER: DB = BENCH MARK DISK
 LA1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1515_STAMPING: P 218 1947
 LA1515_MARK LOGO: CGS
 LA1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1515+STABILITY: SURFACE MOTION
 LA1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1515+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 LA1515
 LA1515  HISTORY     - Date     Condition        Report By
 LA1515  HISTORY     - 1947     MONUMENTED       CGS
 LA1515  HISTORY     - 20050406 GOOD             BFSINC
 LA1515
 LA1515                          STATION DESCRIPTION
 LA1515
 LA1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1515'4.8 MI S FROM GILMAN.
 LA1515'ABOUT 4.75 MILES SOUTH ALONG THE DELAWARE-MADISON COUNTY LINE
 LA1515'ROAD FROM THE CROSSROADS AT GILMAN, AT THE JUNCTION OF A GRAVEL
 LA1515'ROAD LEADING WEST, 30 FEET SOUTH OF THE CENTER LINE OF THE
 LA1515'SIDE ROAD, 18 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE
 LA1515'ROAD, 12.7 FEET SOUTH OF A FENCE CORNER POST, 1.5 FEET EAST OF THE
 LA1515'FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1515'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1515'PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM CHESTERFIELD,
 LA1515'MADISON COUNTY BY GOING ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY
 LA1515'32 FROM THE GRAMMAR SCHOOL, THENCE ABOUT 3.35 MILES NORTH ALONG
 LA1515'THE MADISON-DELAWARE COUNTY LINE ROAD.
 LA1515
 LA1515                          STATION RECOVERY (2005)
 LA1515
 LA1515'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA1515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1176 ***********************************************************************
 LA1176  DESIGNATION -  P 219
 LA1176  PID         -  LA1176
 LA1176  STATE/COUNTY-  IN/DELAWARE
 LA1176  COUNTRY     -  US
 LA1176  USGS QUAD   -  EATON (2019)
 LA1176
 LA1176                         *CURRENT SURVEY CONTROL
 LA1176  ______________________________________________________________________
 LA1176* NAD 83(1986) POSITION- 40 16 52.     (N) 085 15 22.     (W)   SCALED
 LA1176* NAVD 88 ORTHO HEIGHT -   287.256 (meters)      942.44  (feet) ADJUSTED
 LA1176  ______________________________________________________________________
 LA1176  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 LA1176  DYNAMIC HEIGHT  -        287.105 (meters)      941.94  (feet) COMP
 LA1176  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 LA1176
 LA1176  VERT ORDER      -  SECOND    CLASS 0
 LA1176
 LA1176.The horizontal coordinates were scaled from a map and have
 LA1176.an estimated accuracy of +/- 6 seconds.
 LA1176
 LA1176.The orthometric height was determined by differential leveling and
 LA1176.adjusted by the NATIONAL GEODETIC SURVEY
 LA1176.in June 1991.
 LA1176
 LA1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1176.GEOID18 height accuracy estimate available here.
 LA1176
 LA1176.Click photographs - Photos may exist for this station.
 LA1176
 LA1176.The dynamic height is computed by dividing the NAVD 88
 LA1176.geopotential number by the normal gravity value computed on the
 LA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1176.degrees latitude (g = 980.6199 gals.).
 LA1176
 LA1176.The modeled gravity was interpolated from observed gravity values.
 LA1176
 LA1176;                    North         East    Units  Estimated Accuracy
 LA1176;SPC IN E     -   558,810.      134,910.      MT  (+/- 180 meters Scaled)
 LA1176
 LA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK482604(NAD 83)
 LA1176
 LA1176                          SUPERSEDED SURVEY CONTROL
 LA1176
 LA1176  NGVD 29 (??/??/92)  287.392  (m)          942.89   (f) ADJ UNCH    2 0
 LA1176
 LA1176.Superseded values are not recommended for survey control.
 LA1176
 LA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1176.See file dsdata.pdf to determine how the superseded data were derived.
 LA1176
 LA1176_MARKER: DB = BENCH MARK DISK
 LA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1176_STAMPING: P 219 1947
 LA1176_MARK LOGO: CGS
 LA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1176+STABILITY: SURFACE MOTION
 LA1176
 LA1176  HISTORY     - Date     Condition        Report By
 LA1176  HISTORY     - 1947     MONUMENTED       CGS
 LA1176
 LA1176                          STATION DESCRIPTION
 LA1176
 LA1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1176'1.7 MI SW FROM ALBANY.
 LA1176'ABOUT 1.7 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1176'LOUIS RAILROAD FROM THE STATION AT ALBANY, ABOUT 0.1 MILE SOUTHWEST
 LA1176'OF MILE POST 164, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 34.5 FEET
 LA1176'SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET WEST OF THE CENTER LINE
 LA1176'OF THE GRAVEL ROAD, 5 FEET NORTHWEST OF A CONCRETE FENCE CORNER
 LA1176'POST, 11 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF
 LA1176'A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET BELOW THE TRACK AND
 LA1176'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1200 ***********************************************************************
 LA1200  FBN         -  This is a Federal Base Network Control Station.
 LA1200  DESIGNATION -  P 220
 LA1200  PID         -  LA1200
 LA1200  STATE/COUNTY-  IN/DELAWARE
 LA1200  COUNTRY     -  US
 LA1200  USGS QUAD   -  EATON (2019)
 LA1200
 LA1200                         *CURRENT SURVEY CONTROL
 LA1200  ______________________________________________________________________
 LA1200* NAD 83(2011) POSITION- 40 19 34.80995(N) 085 17 08.86440(W)   ADJUSTED
 LA1200* NAD 83(2011) ELLIP HT-   251.397 (meters)        (06/27/12)   ADJUSTED
 LA1200* NAD 83(2011) EPOCH   -  2010.00
 LA1200* NAVD 88 ORTHO HEIGHT -   285.313 (meters)      936.06  (feet) ADJUSTED
 LA1200  ______________________________________________________________________
 LA1200  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 LA1200  NAD 83(2011) X  -    400,205.049 (meters)                     COMP
 LA1200  NAD 83(2011) Y  - -4,853,055.110 (meters)                     COMP
 LA1200  NAD 83(2011) Z  -  4,105,839.885 (meters)                     COMP
 LA1200  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 LA1200  DYNAMIC HEIGHT  -        285.165 (meters)      935.58  (feet) COMP
 LA1200  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 LA1200
 LA1200  VERT ORDER      -  SECOND    CLASS 0
 LA1200
 LA1200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1200  Standards:
 LA1200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1200  -------------------------------------------------------------------
 LA1200  NETWORK    0.50   1.04           0.23   0.17   0.53     -0.02157943
 LA1200  -------------------------------------------------------------------
 LA1200  Click here for local accuracies and other accuracy information.
 LA1200
 LA1200.The horizontal coordinates were established by GPS observations
 LA1200.and adjusted by the National Geodetic Survey in June 2012.
 LA1200
 LA1200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1200.been affixed to the stable North American tectonic plate. See 
 LA1200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1200
 LA1200.The horizontal coordinates are valid at the epoch date displayed above
 LA1200.which is a decimal equivalence of Year/Month/Day.
 LA1200
 LA1200.The orthometric height was determined by differential leveling and
 LA1200.adjusted by the NATIONAL GEODETIC SURVEY
 LA1200.in June 1991.
 LA1200
 LA1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1200.GEOID18 height accuracy estimate available here.
 LA1200
 LA1200.Click photographs - Photos may exist for this station.
 LA1200
 LA1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1200
 LA1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1200
 LA1200.The ellipsoidal height was determined by GPS observations
 LA1200.and is referenced to NAD 83.
 LA1200
 LA1200.The dynamic height is computed by dividing the NAVD 88
 LA1200.geopotential number by the normal gravity value computed on the
 LA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1200.degrees latitude (g = 980.6199 gals.).
 LA1200
 LA1200.The modeled gravity was interpolated from observed gravity values.
 LA1200
 LA1200. The following values were computed from the NAD 83(2011) position.
 LA1200
 LA1200;                    North         East     Units Scale Factor Converg.
 LA1200;SPC IN E     -   563,821.682   132,367.648   MT  0.99997956   +0 14 47.3
 LA1200;SPC IN E     - 1,849,804.97    434,276.19   sFT  0.99997956   +0 14 47.3
 LA1200;UTM  16      - 4,465,388.378   645,628.604   MT  0.99986106   +1 06 34.3
 LA1200
 LA1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1200!SPC IN E     -   0.99996056  x   0.99997956  =   0.99994013
 LA1200!UTM  16      -   0.99996056  x   0.99986106  =   0.99982163
 LA1200
 LA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4562865388(NAD 83)
 LA1200
 LA1200                          SUPERSEDED SURVEY CONTROL
 LA1200
 LA1200  NAD 83(2007)-  40 19 34.81006(N)    085 17 08.86526(W) AD(2002.00) 0
 LA1200  ELLIP H (02/10/07)  251.415  (m)                       GP(2002.00)    
 LA1200  NAD 83(1997)-  40 19 34.81012(N)    085 17 08.86493(W) AD(       ) B
 LA1200  ELLIP H (04/10/98)  251.433  (m)                       GP(       ) 4 1
 LA1200  NAVD 88             285.31   (m)          936.1    (f) LEVELING    3  
 LA1200  NGVD 29 (??/??/92)  285.448  (m)          936.51   (f) ADJ UNCH    2 0
 LA1200
 LA1200.Superseded values are not recommended for survey control.
 LA1200
 LA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1200.See file dsdata.pdf to determine how the superseded data were derived.
 LA1200
 LA1200_MARKER: DB = BENCH MARK DISK
 LA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1200_STAMPING: P 220 1947
 LA1200_MARK LOGO: CGS
 LA1200_PROJECTION: PROJECTING 10 CENTIMETERS
 LA1200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1200+STABILITY: SURFACE MOTION
 LA1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1200+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2023
 LA1200
 LA1200  HISTORY     - Date     Condition        Report By
 LA1200  HISTORY     - 1947     MONUMENTED       CGS
 LA1200  HISTORY     - 19970808 GOOD             SEC
 LA1200  HISTORY     - 19980726 GOOD             WOOLPT
 LA1200  HISTORY     - 20030623 GOOD             NGS
 LA1200  HISTORY     - 20050104 GOOD             SEC
 LA1200  HISTORY     - 20231012 GOOD             INDOT
 LA1200
 LA1200                          STATION DESCRIPTION
 LA1200
 LA1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1200'4 MI E FROM EATON.
 LA1200'ABOUT 4.0 MILES EAST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 LA1200'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT EATON, AT
 LA1200'THE INTERSECTION OF A GRAVEL ROAD, 34 FEET WEST OF THE CENTER
 LA1200'LINE OF THE NORTH-SOUTH ROAD, 27 FEET NORTH OF THE CENTER LINE
 LA1200'OF THE EAST-WEST ROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 LA1200'POST, ABOUT 1 FOOT BELOW THE ROADS AND SET IN THE TOP OF A
 LA1200'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 LA1200'FROM THE HIGH SCHOOL AT MILGROVE, BLACKFORD COUNTY BY GOING ABOUT
 LA1200'2.8 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE WEST, THENCE
 LA1200'ABOUT 2.6 MILES SOUTH ALONG A BLACK TOP ROAD AND SITE OF MARK.
 LA1200
 LA1200                          STATION RECOVERY (1997)
 LA1200
 LA1200'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA1200'THE STATION IS LOCATED 4 MILES (6.4 KM ) EAST OF EATON.  FROM MUNCIE
 LA1200'TAKE BROADWAY NORTH UNTIL IT TURNS INTO U.S. HIGHWAY 67 NORTH. TURN
 LA1200'RIGHT, NORTH ON COUNTY ROAD 550 EAST AT MUNCIE SPEEDWAY. STATION IS AT
 LA1200'THE CORNER OF COUNTY ROAD 940 NORTH AND COUNTY ROAD 550.  FROM
 LA1200'MILGROVE HIGH SCHOOL (BLACKFORD COUNTY) GO 2.8 MILES (4.5 KM) SOUTH,
 LA1200'THEN 0.5 MILES (0.8 KM) WEST, THEN 2.6 MILES (4.2 KM) SOUTH ALONG
 LA1200'BLACKTOP COUNTY ROAD.  LOCATED 26.3 FEET (8.0 M) NORTH OF CENTERLINE
 LA1200'OF 940 NORTH, 26 FEET (7.9 M) SOUTHWEST OF NORTHWEST CORNER STOP SIGN.
 LA1200'OWNERSHIP--DOROTHY POST.  NEAREST HOUSE TO THE NORTH ON WEST SIDE OF
 LA1200'COUNTY ROAD 550 EAST - 15224 COUNTY ROAD 550 EAST.
 LA1200
 LA1200                          STATION RECOVERY (1998)
 LA1200
 LA1200'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LA1200'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS).  ALTERNATE
 LA1200'ROUTE--FROM THE INTERSECTION OF STATE ROUTE 35, STATE ROUTE 3 AND
 LA1200'STATE ROUTE 28 (8 MI NORTH OF MUNCIE) , PROCEED 2.7 MI (4.3 KM) EAST
 LA1200'ON STATE ROUTE 28 TO STATE ROUTE 67.  THEN TURN LEFT AND PROCEED 1.5
 LA1200'MI (2.4 KM) EAST ALONG COMBINED STATE ROUTES 67 AND 28 TO A
 LA1200'CROSSROADS.  TURN LEFT ONTO COUNTY ROAD 550 E / BLACK CEMETERY ROAD
 LA1200'AND PROCEED 2.2 MI (3.5 KM) NORTHERLY ALONG BLACK CEMETERY ROAD TO THE
 LA1200'INTERSECTION OF COUNTY ROAD 550 E AND COUNTY ROAD 940 N / EATON-ALBANY
 LA1200'PIKE.  THE STATION IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 LA1200
 LA1200                          STATION RECOVERY (2003)
 LA1200
 LA1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 LA1200'RECOVERED AS DESCRIBED.
 LA1200
 LA1200                          STATION RECOVERY (2005)
 LA1200
 LA1200'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2005 (CAC)
 LA1200'RECOVERED AS DESCRIBED
 LA1200
 LA1200                          STATION RECOVERY (2023)
 LA1200
 LA1200'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0650 ***********************************************************************
 LA0650  DESIGNATION -  P 221
 LA0650  PID         -  LA0650
 LA0650  STATE/COUNTY-  IN/ALLEN
 LA0650  COUNTRY     -  US
 LA0650  USGS QUAD   -  HOAGLAND (2019)
 LA0650
 LA0650                         *CURRENT SURVEY CONTROL
 LA0650  ______________________________________________________________________
 LA0650* NAD 83(1986) POSITION- 40 59 32.6    (N) 084 58 10.9    (W)   HD_HELD2
 LA0650* NAVD 88 ORTHO HEIGHT -   248.595 (meters)      815.60  (feet) ADJUSTED
 LA0650  ______________________________________________________________________
 LA0650  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 LA0650  DYNAMIC HEIGHT  -        248.491 (meters)      815.26  (feet) COMP
 LA0650  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 LA0650
 LA0650  VERT ORDER      -  SECOND    CLASS 0
 LA0650
 LA0650.The horizontal coordinates were established by autonomous hand held GPS
 LA0650.observations and have an estimated accuracy of +/- 10 meters.
 LA0650
 LA0650.The orthometric height was determined by differential leveling and
 LA0650.adjusted by the NATIONAL GEODETIC SURVEY
 LA0650.in June 1991.
 LA0650
 LA0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0650.GEOID18 height accuracy estimate available here.
 LA0650
 LA0650.Click photographs - Photos may exist for this station.
 LA0650
 LA0650.The dynamic height is computed by dividing the NAVD 88
 LA0650.geopotential number by the normal gravity value computed on the
 LA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0650.degrees latitude (g = 980.6199 gals.).
 LA0650
 LA0650.The modeled gravity was interpolated from observed gravity values.
 LA0650
 LA0650;                    North         East    Units  Estimated Accuracy
 LA0650;SPC IN E     -   637,947.      158,645.      MT  (+/- 10 meters HH2 GPS)
 LA0650
 LA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7077639897(NAD 83)
 LA0650
 LA0650                          SUPERSEDED SURVEY CONTROL
 LA0650
 LA0650  NGVD 29 (??/??/92)  248.748  (m)          816.10   (f) ADJ UNCH    2 0
 LA0650
 LA0650.Superseded values are not recommended for survey control.
 LA0650
 LA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0650.See file dsdata.pdf to determine how the superseded data were derived.
 LA0650
 LA0650_MARKER: DB = BENCH MARK DISK
 LA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0650_STAMPING: P 221 1947
 LA0650_MARK LOGO: CGS
 LA0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0650+STABILITY: SURFACE MOTION
 LA0650
 LA0650  HISTORY     - Date     Condition        Report By
 LA0650  HISTORY     - 1947     MONUMENTED       CGS
 LA0650  HISTORY     - 1968     GOOD             CGS
 LA0650
 LA0650                          STATION DESCRIPTION
 LA0650
 LA0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0650'1.4 MI S FROM MAPLES.
 LA0650'ABOUT 1.45 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE CROSSING
 LA0650'OF THE PENN. R.R. AT MAPLES, AT A BLACKTOP ROAD CROSSING, 55
 LA0650'FT. WEST OF THE C/L OF THE NORTH-SOUTH ROAD, 25 FT. SOUTH OF THE
 LA0650'EAST-WEST ROAD, 38 FT. WEST-SOUTHWEST OF A PWP. 43498, 32.5 FT.
 LA0650'WEST OF A FENCE CORNER, 1.2 FT. NORTH OF THE FENCE, 2 FT. WEST
 LA0650'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LA0650'IN THE TOP OF A CONC. POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0719 ***********************************************************************
 LA0719  DESIGNATION -  P 222
 LA0719  PID         -  LA0719
 LA0719  STATE/COUNTY-  IN/ALLEN
 LA0719  COUNTRY     -  US
 LA0719  USGS QUAD   -  DIXON (2019)
 LA0719
 LA0719                         *CURRENT SURVEY CONTROL
 LA0719  ______________________________________________________________________
 LA0719* NAD 83(1986) POSITION- 40 59 33.8    (N) 084 51 47.1    (W)   HD_HELD2
 LA0719* NAVD 88 ORTHO HEIGHT -   236.165 (meters)      774.82  (feet) ADJUSTED
 LA0719  ______________________________________________________________________
 LA0719  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LA0719  DYNAMIC HEIGHT  -        236.067 (meters)      774.50  (feet) COMP
 LA0719  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 LA0719
 LA0719  VERT ORDER      -  SECOND    CLASS 0
 LA0719
 LA0719.The horizontal coordinates were established by autonomous hand held GPS
 LA0719.observations and have an estimated accuracy of +/- 10 meters.
 LA0719
 LA0719.The orthometric height was determined by differential leveling and
 LA0719.adjusted by the NATIONAL GEODETIC SURVEY
 LA0719.in June 1991.
 LA0719
 LA0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0719.GEOID18 height accuracy estimate available here.
 LA0719
 LA0719.Click photographs - Photos may exist for this station.
 LA0719
 LA0719.The dynamic height is computed by dividing the NAVD 88
 LA0719.geopotential number by the normal gravity value computed on the
 LA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0719.degrees latitude (g = 980.6199 gals.).
 LA0719
 LA0719.The modeled gravity was interpolated from observed gravity values.
 LA0719
 LA0719;                    North         East    Units  Estimated Accuracy
 LA0719;SPC IN E     -   638,061.      167,615.      MT  (+/- 10 meters HH2 GPS)
 LA0719
 LA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7974340148(NAD 83)
 LA0719
 LA0719                          SUPERSEDED SURVEY CONTROL
 LA0719
 LA0719  NGVD 29 (??/??/92)  236.322  (m)          775.33   (f) ADJ UNCH    2 0
 LA0719
 LA0719.Superseded values are not recommended for survey control.
 LA0719
 LA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0719.See file dsdata.pdf to determine how the superseded data were derived.
 LA0719
 LA0719_MARKER: DB = BENCH MARK DISK
 LA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0719_STAMPING: P 222 1947
 LA0719_MARK LOGO: CGS
 LA0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0719+STABILITY: SURFACE MOTION
 LA0719
 LA0719  HISTORY     - Date     Condition        Report By
 LA0719  HISTORY     - 1947     MONUMENTED       CGS
 LA0719
 LA0719                          STATION DESCRIPTION
 LA0719
 LA0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0719'1.5 MI N FROM MONROEVILLE.
 LA0719'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0719'AT MONROEVILLE, ABOUT 1.75 MILES SOUTH OF THE INTERSECTION OF
 LA0719'U.S. HIGHWAY 30 AT TOWNLEY, 350 FEET SOUTH OF THE CENTER LINE OF A
 LA0719'GRAVEL CROSS ROAD WITH BRIDGE ON THE ROAD EAST, 40 FEET EAST OF
 LA0719'THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF A HIGHWAY
 LA0719'RIGHT-OF-WAY MARKER POST, 67 FEET SOUTH OF POWER POLE 5A 16, 141
 LA0719'FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE
 LA0719'(FORMERLY A SCHOOL HOUSE), 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0719'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0719'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0484 ***********************************************************************
 LA0484  DESIGNATION -  P 223
 LA0484  PID         -  LA0484
 LA0484  STATE/COUNTY-  IN/ADAMS
 LA0484  COUNTRY     -  US
 LA0484  USGS QUAD   -  DECATUR (2019)
 LA0484
 LA0484                         *CURRENT SURVEY CONTROL
 LA0484  ______________________________________________________________________
 LA0484* NAD 83(1986) POSITION- 40 49 26.2    (N) 084 55 26.3    (W)   HD_HELD2
 LA0484* NAVD 88 ORTHO HEIGHT -   244.225 (meters)      801.26  (feet) ADJUSTED
 LA0484  ______________________________________________________________________
 LA0484  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 LA0484  DYNAMIC HEIGHT  -        244.117 (meters)      800.91  (feet) COMP
 LA0484  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 LA0484
 LA0484  VERT ORDER      -  SECOND    CLASS 0
 LA0484
 LA0484.The horizontal coordinates were established by autonomous hand held GPS
 LA0484.observations and have an estimated accuracy of +/- 10 meters.
 LA0484
 LA0484.The orthometric height was determined by differential leveling and
 LA0484.adjusted by the NATIONAL GEODETIC SURVEY
 LA0484.in June 1991.
 LA0484
 LA0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0484.GEOID18 height accuracy estimate available here.
 LA0484
 LA0484.Click photographs - Photos may exist for this station.
 LA0484
 LA0484.The dynamic height is computed by dividing the NAVD 88
 LA0484.geopotential number by the normal gravity value computed on the
 LA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0484.degrees latitude (g = 980.6199 gals.).
 LA0484
 LA0484.The modeled gravity was interpolated from observed gravity values.
 LA0484
 LA0484;                    North         East    Units  Estimated Accuracy
 LA0484;SPC IN E     -   619,273.      162,651.      MT  (+/- 10 meters HH2 GPS)
 LA0484
 LA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7506621287(NAD 83)
 LA0484
 LA0484                          SUPERSEDED SURVEY CONTROL
 LA0484
 LA0484  NGVD 29 (??/??/92)  244.378  (m)          801.76   (f) ADJ UNCH    2 0
 LA0484
 LA0484.Superseded values are not recommended for survey control.
 LA0484
 LA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0484.See file dsdata.pdf to determine how the superseded data were derived.
 LA0484
 LA0484_MARKER: DB = BENCH MARK DISK
 LA0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0484_STAMPING: P 223 1947
 LA0484_MARK LOGO: CGS
 LA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0484+STABILITY: SURFACE MOTION
 LA0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0484+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2014
 LA0484
 LA0484  HISTORY     - Date     Condition        Report By
 LA0484  HISTORY     - 1947     MONUMENTED       CGS
 LA0484  HISTORY     - 1974     GOOD             BRADY
 LA0484  HISTORY     - 20141110 GOOD             INDIV
 LA0484
 LA0484                          STATION DESCRIPTION
 LA0484
 LA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0484'AT DECATUR.
 LA0484'AT DECATUR, AT THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION,
 LA0484'107 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 75
 LA0484'FEET NORTHEAST OF THE EAST CORNER OF THE STATION BUILDING, 10 FEET
 LA0484'WEST OF THE WEST CURB OF WINCHESTER STREET, 11 FEET NORTHWEST OF
 LA0484'A LAMP POST, 13 FEET SOUTH OF THE CURB OF A DRIVE WAY TO THE STATION,
 LA0484'8 FEET SOUTHEAST OF THE CENTER OF A MAN HOLE, 2 FEET EAST OF A
 LA0484'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET
 LA0484'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0484
 LA0484                          STATION RECOVERY (1974)
 LA0484
 LA0484'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0484'RECOVERED IN GOOD CONDITION.
 LA0484
 LA0484                          STATION RECOVERY (2014)
 LA0484
 LA0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BG)
 LA0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0848 ***********************************************************************
 LA0848  DESIGNATION -  P 224
 LA0848  PID         -  LA0848
 LA0848  STATE/COUNTY-  IN/ADAMS
 LA0848  COUNTRY     -  US
 LA0848  USGS QUAD   -  LINN GROVE (2019)
 LA0848
 LA0848                         *CURRENT SURVEY CONTROL
 LA0848  ______________________________________________________________________
 LA0848* NAD 83(1986) POSITION- 40 44 38.     (N) 085 00 49.     (W)   SCALED
 LA0848* NAVD 88 ORTHO HEIGHT -   256.609 (meters)      841.89  (feet) ADJUSTED
 LA0848  ______________________________________________________________________
 LA0848  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 LA0848  DYNAMIC HEIGHT  -        256.489 (meters)      841.50  (feet) COMP
 LA0848  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 LA0848
 LA0848  VERT ORDER      -  SECOND    CLASS 0
 LA0848
 LA0848.The horizontal coordinates were scaled from a map and have
 LA0848.an estimated accuracy of +/- 6 seconds.
 LA0848
 LA0848.The orthometric height was determined by differential leveling and
 LA0848.adjusted by the NATIONAL GEODETIC SURVEY
 LA0848.in June 1991.
 LA0848
 LA0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0848.GEOID18 height accuracy estimate available here.
 LA0848
 LA0848.Click photographs - Photos may exist for this station.
 LA0848
 LA0848.The dynamic height is computed by dividing the NAVD 88
 LA0848.geopotential number by the normal gravity value computed on the
 LA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0848.degrees latitude (g = 980.6199 gals.).
 LA0848
 LA0848.The modeled gravity was interpolated from observed gravity values.
 LA0848
 LA0848;                    North         East    Units  Estimated Accuracy
 LA0848;SPC IN E     -   610,320.      155,160.      MT  (+/- 180 meters Scaled)
 LA0848
 LA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL677122(NAD 83)
 LA0848
 LA0848                          SUPERSEDED SURVEY CONTROL
 LA0848
 LA0848  NGVD 29 (??/??/92)  256.755  (m)          842.37   (f) ADJ UNCH    2 0
 LA0848
 LA0848.Superseded values are not recommended for survey control.
 LA0848
 LA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0848.See file dsdata.pdf to determine how the superseded data were derived.
 LA0848
 LA0848_MARKER: DB = BENCH MARK DISK
 LA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0848_STAMPING: P 224 1947
 LA0848_MARK LOGO: CGS
 LA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0848+STABILITY: SURFACE MOTION
 LA0848
 LA0848  HISTORY     - Date     Condition        Report By
 LA0848  HISTORY     - 1947     MONUMENTED       CGS
 LA0848
 LA0848                          STATION DESCRIPTION
 LA0848
 LA0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0848'3.2 MI W FROM COPPESS CORNER.
 LA0848'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA0848'WITH U.S. HIGHWAY 27 AT COPPESS CORNER, AT A JOGGED CROSS ROAD,
 LA0848'63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF
 LA0848'THE CENTER LINE OF THE ROAD NORTH, 75 FEET WEST OF THE PROLONGED
 LA0848'CENTER LINE OF THE ROAD SOUTH, 37 FEET NORTHWEST OF A FENCE
 LA0848'CORNER, 13 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF
 LA0848'THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0848'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0848'POST PROJECTING 4 INCHES.  NOTE-- IT WAS REPORTED IN JUNE 1955
 LA0848'THAT THIS MARK WAS ESTABLISHED AS AN AZIMUTH MARK FOR
 LA0848'TRIANGULATION STATION HONDURAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2561 ***********************************************************************
 LA2561  DESIGNATION -  P 225 RESET
 LA2561  PID         -  LA2561
 LA2561  STATE/COUNTY-  IN/ADAMS
 LA2561  COUNTRY     -  US
 LA2561  USGS QUAD   -  BERNE (2019)
 LA2561
 LA2561                         *CURRENT SURVEY CONTROL
 LA2561  ______________________________________________________________________
 LA2561* NAD 83(1986) POSITION- 40 43 51.     (N) 084 57 21.     (W)   SCALED
 LA2561* NAVD 88 ORTHO HEIGHT -   253.39  (meters)      831.3   (feet) RESET
 LA2561  ______________________________________________________________________
 LA2561  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 LA2561  VERT ORDER      -  THIRD
 LA2561
 LA2561.The horizontal coordinates were scaled from a map and have
 LA2561.an estimated accuracy of +/- 6 seconds.
 LA2561
 LA2561.The orthometric height was computed from unverified reset data.
 LA2561
 LA2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2561.GEOID18 height accuracy estimate available here.
 LA2561
 LA2561.Click photographs - Photos may exist for this station.
 LA2561
 LA2561;                    North         East    Units  Estimated Accuracy
 LA2561;SPC IN E     -   608,910.      160,050.      MT  (+/- 180 meters Scaled)
 LA2561
 LA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726108(NAD 83)
 LA2561
 LA2561                          SUPERSEDED SURVEY CONTROL
 LA2561
 LA2561  NGVD 29 (08/22/16)  253.54   (m)          831.8    (f) RESET       3  
 LA2561
 LA2561.Superseded values are not recommended for survey control.
 LA2561
 LA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2561.See file dsdata.pdf to determine how the superseded data were derived.
 LA2561
 LA2561_MARKER: DV = VERTICAL CONTROL DISK
 LA2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2561_STAMPING: P 225 RESET 1992
 LA2561_MARK LOGO: NGS
 LA2561_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2561+STABILITY: SURFACE MOTION
 LA2561
 LA2561  HISTORY     - Date     Condition        Report By
 LA2561  HISTORY     - 1992     MONUMENTED       INHD
 LA2561
 LA2561                          STATION DESCRIPTION
 LA2561
 LA2561'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1992
 LA2561'1.05 MILES (1.69 KM) SOUTH ALONG US HIGHWAY 27 FROM ITS INTERSECTION
 LA2561'WITH STATE HIGHWAY 124 NEAR MONROE, AT A CROSSROAD (CR 100 S), 39
 LA2561'FEET (11.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET (7.6 M)
 LA2561'NORTH OF THE CENTERLINE OF THE CROSSROAD, SET IN A CONCRETE POST ABOUT
 LA2561'0.8 FOOT (24.4 CM) ABOVE THE HIGHWAY AND PROJECTING 1 FOOT (0.3 M)
 LA2561'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0369 ***********************************************************************
 LA0369  DESIGNATION -  P 226
 LA0369  PID         -  LA0369
 LA0369  STATE/COUNTY-  IN/JAY
 LA0369  COUNTRY     -  US
 LA0369  USGS QUAD   -  PORTLAND (2019)
 LA0369
 LA0369                         *CURRENT SURVEY CONTROL
 LA0369  ______________________________________________________________________
 LA0369* NAD 83(1986) POSITION- 40 27 13.     (N) 084 59 22.     (W)   SCALED
 LA0369* NAVD 88 ORTHO HEIGHT -   282.213 (meters)      925.89  (feet) ADJUSTED
 LA0369  ______________________________________________________________________
 LA0369  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 LA0369  DYNAMIC HEIGHT  -        282.073 (meters)      925.43  (feet) COMP
 LA0369  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 LA0369
 LA0369  VERT ORDER      -  SECOND    CLASS 0
 LA0369
 LA0369.This mark is at Portland Airport (PLD)
 LA0369
 LA0369.The horizontal coordinates were scaled from a map and have
 LA0369.an estimated accuracy of +/- 6 seconds.
 LA0369
 LA0369.The orthometric height was determined by differential leveling and
 LA0369.adjusted by the NATIONAL GEODETIC SURVEY
 LA0369.in June 1991.
 LA0369
 LA0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0369.GEOID18 height accuracy estimate available here.
 LA0369
 LA0369.Click photographs - Photos may exist for this station.
 LA0369
 LA0369.The dynamic height is computed by dividing the NAVD 88
 LA0369.geopotential number by the normal gravity value computed on the
 LA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0369.degrees latitude (g = 980.6199 gals.).
 LA0369
 LA0369.The modeled gravity was interpolated from observed gravity values.
 LA0369
 LA0369;                    North         East    Units  Estimated Accuracy
 LA0369;SPC IN E     -   578,110.      157,440.      MT  (+/- 180 meters Scaled)
 LA0369
 LA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK704800(NAD 83)
 LA0369
 LA0369                          SUPERSEDED SURVEY CONTROL
 LA0369
 LA0369  NGVD 29 (??/??/92)  282.362  (m)          926.38   (f) ADJ UNCH    2 0
 LA0369
 LA0369.Superseded values are not recommended for survey control.
 LA0369
 LA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0369.See file dsdata.pdf to determine how the superseded data were derived.
 LA0369
 LA0369_MARKER: DB = BENCH MARK DISK
 LA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0369_STAMPING: P 226 1947
 LA0369_MARK LOGO: CGS
 LA0369_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0369+STABILITY: SURFACE MOTION
 LA0369
 LA0369  HISTORY     - Date     Condition        Report By
 LA0369  HISTORY     - 1947     MONUMENTED       CGS
 LA0369  HISTORY     - 1960     POOR             USGS
 LA0369
 LA0369                          STATION DESCRIPTION
 LA0369
 LA0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0369'2 MI NW FROM PORTLAND.
 LA0369'ABOUT 1.45 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0369'AT PORTLAND, THENCE ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD,
 LA0369'AT THE EAST ENTRANCE TO THE STEED AIRPORT, 21 FEET SOUTH OF THE
 LA0369'CENTER LINE OF THE ROAD, 108 FEET SOUTHWEST AND ACROSS THE ROAD
 LA0369'FROM THE SOUTHWEST CORNER OF THE PORCH TO A TWO-STORY FARM HOUSE,
 LA0369'ABOUT 110 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE HANGAR,
 LA0369'6.5 FEET EAST OF THE EAST POST TO THE ENTRANCE GAP, 4 FEET
 LA0369'SOUTHWEST OF A TELEPHONE POLE, ABOUT IN LINE WITH A DRIVE LEADING
 LA0369'NORTH TO A BARN, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0369'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0369'PROJECTING 4 IN.  NOTE-- THIS MARK HAD LARGE PIECES OF CONCRETE
 LA0369'POST GONE AND WAS SLANTED ON APPROXIMATELY A 60 DEGREE ANGLE
 LA0369'FROM PERPENDUCLAD.
 LA0369
 LA0369                          STATION RECOVERY (1960)
 LA0369
 LA0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0369'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0825 ***********************************************************************
 LA0825  DESIGNATION -  P 227
 LA0825  PID         -  LA0825
 LA0825  STATE/COUNTY-  IN/JAY
 LA0825  COUNTRY     -  US
 LA0825  USGS QUAD   -  PETROLEUM (2019)
 LA0825
 LA0825                         *CURRENT SURVEY CONTROL
 LA0825  ______________________________________________________________________
 LA0825* NAD 83(1986) POSITION- 40 33 11.     (N) 085 07 31.     (W)   SCALED
 LA0825* NAVD 88 ORTHO HEIGHT -   269.822 (meters)      885.24  (feet) ADJUSTED
 LA0825  ______________________________________________________________________
 LA0825  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 LA0825  DYNAMIC HEIGHT  -        269.688 (meters)      884.80  (feet) COMP
 LA0825  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 LA0825
 LA0825  VERT ORDER      -  SECOND    CLASS 0
 LA0825
 LA0825.The horizontal coordinates were scaled from a map and have
 LA0825.an estimated accuracy of +/- 6 seconds.
 LA0825
 LA0825.The orthometric height was determined by differential leveling and
 LA0825.adjusted by the NATIONAL GEODETIC SURVEY
 LA0825.in June 1991.
 LA0825
 LA0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0825.GEOID18 height accuracy estimate available here.
 LA0825
 LA0825.Click photographs - Photos may exist for this station.
 LA0825
 LA0825.The dynamic height is computed by dividing the NAVD 88
 LA0825.geopotential number by the normal gravity value computed on the
 LA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0825.degrees latitude (g = 980.6199 gals.).
 LA0825
 LA0825.The modeled gravity was interpolated from observed gravity values.
 LA0825
 LA0825;                    North         East    Units  Estimated Accuracy
 LA0825;SPC IN E     -   589,070.      145,860.      MT  (+/- 180 meters Scaled)
 LA0825
 LA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK587908(NAD 83)
 LA0825
 LA0825                          SUPERSEDED SURVEY CONTROL
 LA0825
 LA0825  NGVD 29 (??/??/92)  269.960  (m)          885.69   (f) ADJ UNCH    2 0
 LA0825
 LA0825.Superseded values are not recommended for survey control.
 LA0825
 LA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0825.See file dsdata.pdf to determine how the superseded data were derived.
 LA0825
 LA0825_MARKER: DB = BENCH MARK DISK
 LA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0825_STAMPING: P 227 1947
 LA0825_MARK LOGO: CGS
 LA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0825+STABILITY: SURFACE MOTION
 LA0825
 LA0825  HISTORY     - Date     Condition        Report By
 LA0825  HISTORY     - 1947     MONUMENTED       CGS
 LA0825
 LA0825                          STATION DESCRIPTION
 LA0825
 LA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0825'1.2 MI E FROM FIAT.
 LA0825'ABOUT 1.25 MILES EAST ALONG STATE HIGHWAY 18 FROM ITS INTERSECTION
 LA0825'WITH STATE HIGHWAY 1 AT FIAT, AT A CROSS ROAD, 30 FEET NORTH OF
 LA0825'THE CENTER LINE OF THE HIGHWAY, 76 FEET EAST OF THE CENTER LINE
 LA0825'OF THE CROSS ROAD, 44 FEET EAST OF A FENCE CORNER POST AND HIGHWAY
 LA0825'R/W MARKER POST, 44.5 FEET EAST OF THE EAST END OF THE NORTH
 LA0825'CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE HIGHWAY, 2 FEET
 LA0825'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE
 LA0825'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1169 ***********************************************************************
 JZ1169  DESIGNATION -  P 228
 JZ1169  PID         -  JZ1169
 JZ1169  STATE/COUNTY-  IN/WAYNE
 JZ1169  COUNTRY     -  US
 JZ1169  USGS QUAD   -  WHITEWATER (2019)
 JZ1169
 JZ1169                         *CURRENT SURVEY CONTROL
 JZ1169  ______________________________________________________________________
 JZ1169* NAD 83(1986) POSITION- 39 58 35.     (N) 084 49 50.     (W)   SCALED
 JZ1169* NAVD 88 ORTHO HEIGHT -   357.212 (meters)     1171.95  (feet) ADJUSTED
 JZ1169  ______________________________________________________________________
 JZ1169  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 JZ1169  DYNAMIC HEIGHT  -        357.007 (meters)     1171.28  (feet) COMP
 JZ1169  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 JZ1169
 JZ1169  VERT ORDER      -  SECOND    CLASS 0
 JZ1169
 JZ1169.The horizontal coordinates were scaled from a map and have
 JZ1169.an estimated accuracy of +/- 6 seconds.
 JZ1169
 JZ1169.The orthometric height was determined by differential leveling and
 JZ1169.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1169.in June 1991.
 JZ1169
 JZ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1169.GEOID18 height accuracy estimate available here.
 JZ1169
 JZ1169.Click photographs - Photos may exist for this station.
 JZ1169
 JZ1169.The dynamic height is computed by dividing the NAVD 88
 JZ1169.geopotential number by the normal gravity value computed on the
 JZ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1169.degrees latitude (g = 980.6199 gals.).
 JZ1169
 JZ1169.The modeled gravity was interpolated from observed gravity values.
 JZ1169
 JZ1169;                    North         East    Units  Estimated Accuracy
 JZ1169;SPC IN E     -   525,230.      171,420.      MT  (+/- 180 meters Scaled)
 JZ1169
 JZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK852273(NAD 83)
 JZ1169
 JZ1169                          SUPERSEDED SURVEY CONTROL
 JZ1169
 JZ1169  NGVD 29 (??/??/92)  357.349  (m)         1172.40   (f) ADJ UNCH    2 0
 JZ1169
 JZ1169.Superseded values are not recommended for survey control.
 JZ1169
 JZ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1169.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1169
 JZ1169_MARKER: DB = BENCH MARK DISK
 JZ1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1169_STAMPING: P 228 1947
 JZ1169_MARK LOGO: CGS
 JZ1169_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1169+STABILITY: SURFACE MOTION
 JZ1169
 JZ1169  HISTORY     - Date     Condition        Report By
 JZ1169  HISTORY     - 1947     MONUMENTED       CGS
 JZ1169
 JZ1169                          STATION DESCRIPTION
 JZ1169
 JZ1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1169'0.8 MI S FROM BETHEL.
 JZ1169'0.75 MILE SOUTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1169'BETHEL, 255 FEET SOUTH OF THE SOUTH END OF A NARROW STEEL
 JZ1169'BRIDGE, 180 FEET NORTHEAST OF A BARN, 32 FEET WEST OF THE CENTER
 JZ1169'LINE OF THE HIGHWAY, 1.2 FEET EAST OF A WIRE FENCE, AT THE
 JZ1169'NORTH END OF A HIGHWAY CUT, 2.5 FEET SOUTH OF A WHITE WOODEN
 JZ1169'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JZ1169'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1154 ***********************************************************************
 JZ1154  DESIGNATION -  P 229
 JZ1154  PID         -  JZ1154
 JZ1154  STATE/COUNTY-  IN/WAYNE
 JZ1154  COUNTRY     -  US
 JZ1154  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1154
 JZ1154                         *CURRENT SURVEY CONTROL
 JZ1154  ______________________________________________________________________
 JZ1154* NAD 83(1986) POSITION- 39 57 15.     (N) 084 59 48.     (W)   SCALED
 JZ1154* NAVD 88 ORTHO HEIGHT -   324.579 (meters)     1064.89  (feet) ADJUSTED
 JZ1154  ______________________________________________________________________
 JZ1154  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 JZ1154  DYNAMIC HEIGHT  -        324.395 (meters)     1064.29  (feet) COMP
 JZ1154  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 JZ1154
 JZ1154  VERT ORDER      -  SECOND    CLASS 0
 JZ1154
 JZ1154.The horizontal coordinates were scaled from a map and have
 JZ1154.an estimated accuracy of +/- 6 seconds.
 JZ1154
 JZ1154.The orthometric height was determined by differential leveling and
 JZ1154.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1154.in June 1991.
 JZ1154
 JZ1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1154.GEOID18 height accuracy estimate available here.
 JZ1154
 JZ1154.Click photographs - Photos may exist for this station.
 JZ1154
 JZ1154.The dynamic height is computed by dividing the NAVD 88
 JZ1154.geopotential number by the normal gravity value computed on the
 JZ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1154.degrees latitude (g = 980.6199 gals.).
 JZ1154
 JZ1154.The modeled gravity was interpolated from observed gravity values.
 JZ1154
 JZ1154;                    North         East    Units  Estimated Accuracy
 JZ1154;SPC IN E     -   522,640.      157,250.      MT  (+/- 180 meters Scaled)
 JZ1154
 JZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK711245(NAD 83)
 JZ1154
 JZ1154                          SUPERSEDED SURVEY CONTROL
 JZ1154
 JZ1154  NGVD 29 (??/??/92)  324.719  (m)         1065.35   (f) ADJ UNCH    2 0
 JZ1154
 JZ1154.Superseded values are not recommended for survey control.
 JZ1154
 JZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1154.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1154
 JZ1154_MARKER: DB = BENCH MARK DISK
 JZ1154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1154_SP_SET: CULVERT HEADWALL
 JZ1154_STAMPING: P 229 1947
 JZ1154_MARK LOGO: CGS
 JZ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1154+STABILITY: SURFACE MOTION
 JZ1154
 JZ1154  HISTORY     - Date     Condition        Report By
 JZ1154  HISTORY     - 1947     MONUMENTED       CGS
 JZ1154  HISTORY     - 20030316 MARK NOT FOUND   GEOCAC
 JZ1154
 JZ1154                          STATION DESCRIPTION
 JZ1154
 JZ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1154'0.2 MI N FROM WILLIAMSBURG.
 JZ1154'0.15 MILE NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ1154'WILLIAMSBURG, ABOUT 0.25 MILE NORTH OF THE INTERSECTION OF U.S.
 JZ1154'HIGHWAY 35, ABOUT 0.2 MILE SOUTH OF THE STEEL BRIDGE OVER GREEN
 JZ1154'CREEK, ABOUT 75 YARDS NORTH OF A RAILROAD CROSSING, AT THE JUNCTION
 JZ1154'OF A BLACK TOP ROAD LEADING EAST TO FOUNTAIN CITY, 28 FEET
 JZ1154'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET NORTH
 JZ1154'OF THE CENTER LINE OF THE ROAD EAST, IN THE TOP OF THE SOUTH
 JZ1154'END OF A 2.9 BY 6.6 FEET RETAINING WALL OF A 6-FOOT CONCRETE
 JZ1154'CULVERT UNDER THE ROAD EAST AND ABOUT 1 FOOT ABOVE THE ROADS.
 JZ1154
 JZ1154                          STATION RECOVERY (2003)
 JZ1154
 JZ1154'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1154'THERE IS NO RETAINING WALL PROJECTING ABOVE THE ROAD.  IT APPEARS THAT
 JZ1154'THE CULVERT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0123 ***********************************************************************
 ME0123  DESIGNATION -  P 23
 ME0123  PID         -  ME0123
 ME0123  STATE/COUNTY-  IN/ST JOSEPH
 ME0123  COUNTRY     -  US
 ME0123  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0123
 ME0123                         *CURRENT SURVEY CONTROL
 ME0123  ______________________________________________________________________
 ME0123* NAD 83(1986) POSITION- 41 33 48.     (N) 086 24 11.     (W)   SCALED
 ME0123* NAVD 88 ORTHO HEIGHT -   222.871 (meters)      731.20  (feet) ADJUSTED
 ME0123  ______________________________________________________________________
 ME0123  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0123  DYNAMIC HEIGHT  -        222.783 (meters)      730.91  (feet) COMP
 ME0123  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 ME0123
 ME0123  VERT ORDER      -  SECOND    CLASS 0
 ME0123
 ME0123.The horizontal coordinates were scaled from a map and have
 ME0123.an estimated accuracy of +/- 6 seconds.
 ME0123
 ME0123.The orthometric height was determined by differential leveling and
 ME0123.adjusted by the NATIONAL GEODETIC SURVEY
 ME0123.in June 1991.
 ME0123
 ME0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0123.GEOID18 height accuracy estimate available here.
 ME0123
 ME0123.Click photographs - Photos may exist for this station.
 ME0123
 ME0123.The dynamic height is computed by dividing the NAVD 88
 ME0123.geopotential number by the normal gravity value computed on the
 ME0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0123.degrees latitude (g = 980.6199 gals.).
 ME0123
 ME0123.The modeled gravity was interpolated from observed gravity values.
 ME0123
 ME0123;                    North         East    Units  Estimated Accuracy
 ME0123;SPC IN E     -   701,380.       38,580.      MT  (+/- 180 meters Scaled)
 ME0123
 ME0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM497014(NAD 83)
 ME0123
 ME0123                          SUPERSEDED SURVEY CONTROL
 ME0123
 ME0123  NGVD 29 (??/??/92)  222.98   (m)          731.6    (f) COMPUTED    2 0
 ME0123
 ME0123.Superseded values are not recommended for survey control.
 ME0123
 ME0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0123.See file dsdata.pdf to determine how the superseded data were derived.
 ME0123
 ME0123_MARKER: DB = BENCH MARK DISK
 ME0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0123_STAMPING: P 23 1934
 ME0123_MARK LOGO: CGS
 ME0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0123+STABILITY: SURFACE MOTION
 ME0123
 ME0123  HISTORY     - Date     Condition        Report By
 ME0123  HISTORY     - 1934     MONUMENTED       CGS
 ME0123  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0123  HISTORY     - 1982     MARK NOT FOUND   INDNR
 ME0123
 ME0123                          STATION DESCRIPTION
 ME0123
 ME0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0123'11.1 MI SW FROM SOUTH BEND.
 ME0123'11.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0123'THE STATION AT SOUTH BEND, ST. JOSEPH COUNTY, AT THE JUNCTION
 ME0123'OF NEW ROAD AND LIBERTY TRAIL, IN THE WEST ANGLE OF THE CROSSING
 ME0123'OF NEW ROAD, 24 FEET NORTHWEST OF THE NORTHWEST RAIL, 21 FEET
 ME0123'SOUTHWEST OF THE CENTERLINE OF NEW ROAD, AND 18 FEET SOUTH OF A
 ME0123'FENCE CORNER.  A STANDARD DISK, STAMPED P 23 1934 AND SET IN
 ME0123'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ME0123
 ME0123                          STATION RECOVERY (1974)
 ME0123
 ME0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0123'MARK NOT FOUND.
 ME0123
 ME0123                          STATION RECOVERY (1982)
 ME0123
 ME0123'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1734 ***********************************************************************
 JZ1734  DESIGNATION -  P 230
 JZ1734  PID         -  JZ1734
 JZ1734  STATE/COUNTY-  IN/WAYNE
 JZ1734  COUNTRY     -  US
 JZ1734  USGS QUAD   -  GREENS FORK (2019)
 JZ1734
 JZ1734                         *CURRENT SURVEY CONTROL
 JZ1734  ______________________________________________________________________
 JZ1734* NAD 83(1986) POSITION- 39 57 14.     (N) 085 00 04.     (W)   SCALED
 JZ1734* NAVD 88 ORTHO HEIGHT -   324.251 (meters)     1063.81  (feet) ADJUSTED
 JZ1734  ______________________________________________________________________
 JZ1734  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 JZ1734  DYNAMIC HEIGHT  -        324.068 (meters)     1063.21  (feet) COMP
 JZ1734  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 JZ1734
 JZ1734  VERT ORDER      -  SECOND    CLASS 0
 JZ1734
 JZ1734.The horizontal coordinates were scaled from a map and have
 JZ1734.an estimated accuracy of +/- 6 seconds.
 JZ1734
 JZ1734.The orthometric height was determined by differential leveling and
 JZ1734.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1734.in June 1991.
 JZ1734
 JZ1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1734.GEOID18 height accuracy estimate available here.
 JZ1734
 JZ1734.Click photographs - Photos may exist for this station.
 JZ1734
 JZ1734.The dynamic height is computed by dividing the NAVD 88
 JZ1734.geopotential number by the normal gravity value computed on the
 JZ1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1734.degrees latitude (g = 980.6199 gals.).
 JZ1734
 JZ1734.The modeled gravity was interpolated from observed gravity values.
 JZ1734
 JZ1734;                    North         East    Units  Estimated Accuracy
 JZ1734;SPC IN E     -   522,610.      156,870.      MT  (+/- 180 meters Scaled)
 JZ1734
 JZ1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK707245(NAD 83)
 JZ1734
 JZ1734                          SUPERSEDED SURVEY CONTROL
 JZ1734
 JZ1734  NGVD 29 (??/??/92)  324.392  (m)         1064.28   (f) ADJ UNCH    2 0
 JZ1734
 JZ1734.Superseded values are not recommended for survey control.
 JZ1734
 JZ1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1734.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1734
 JZ1734_MARKER: DB = BENCH MARK DISK
 JZ1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1734_STAMPING: P 230 1947
 JZ1734_MARK LOGO: CGS
 JZ1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1734+STABILITY: SURFACE MOTION
 JZ1734
 JZ1734  HISTORY     - Date     Condition        Report By
 JZ1734  HISTORY     - 1947     MONUMENTED       CGS
 JZ1734  HISTORY     - 20030316 MARK NOT FOUND   GEOCAC
 JZ1734
 JZ1734                          STATION DESCRIPTION
 JZ1734
 JZ1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1734'0.4 MI NW FROM WILLIAMSBURG.
 JZ1734'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CROSSROADS
 JZ1734'AT WILLIAMSBURG, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 JZ1734'END POST OF THE NORTHEAST CONCRETE RAILING OF A 175 FOOT STEEL
 JZ1734'BRIDGE OVER GREEN CREEK, 15 FEET NORTHEAST OF AND ABOUT 4 FEET
 JZ1734'ABOVE THE CENTER LINE OF THE HIGHWAY.
 JZ1734
 JZ1734                          STATION RECOVERY (2003)
 JZ1734
 JZ1734'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1734'(I BELIEVE THIS BENCHMARK IS DESTROYED.)  BRIDGE WIDENING PROJECT HAS
 JZ1734'REPLACED CONCRETE RAILING WITH STEEL.  THERE IS NO CONCRETE RAILING 4
 JZ1734'FEET ABOVE THE HIGHWAY (THE DESCRIBED LOCATION OF THE BENCHMARK).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1065 ***********************************************************************
 LA1065  DESIGNATION -  P 231
 LA1065  PID         -  LA1065
 LA1065  STATE/COUNTY-  IN/JAY
 LA1065  COUNTRY     -  US
 LA1065  USGS QUAD   -  RIDGEVILLE (2019)
 LA1065
 LA1065                         *CURRENT SURVEY CONTROL
 LA1065  ______________________________________________________________________
 LA1065* NAD 83(1986) POSITION- 40 19 23.     (N) 085 03 21.     (W)   SCALED
 LA1065* NAVD 88 ORTHO HEIGHT -   299.128 (meters)      981.39  (feet) ADJUSTED
 LA1065  ______________________________________________________________________
 LA1065  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 LA1065  DYNAMIC HEIGHT  -        298.974 (meters)      980.88  (feet) COMP
 LA1065  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LA1065
 LA1065  VERT ORDER      -  SECOND    CLASS 0
 LA1065
 LA1065.The horizontal coordinates were scaled from a map and have
 LA1065.an estimated accuracy of +/- 6 seconds.
 LA1065
 LA1065.The orthometric height was determined by differential leveling and
 LA1065.adjusted by the NATIONAL GEODETIC SURVEY
 LA1065.in June 1991.
 LA1065
 LA1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1065.GEOID18 height accuracy estimate available here.
 LA1065
 LA1065.Click photographs - Photos may exist for this station.
 LA1065
 LA1065.The dynamic height is computed by dividing the NAVD 88
 LA1065.geopotential number by the normal gravity value computed on the
 LA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1065.degrees latitude (g = 980.6199 gals.).
 LA1065
 LA1065.The modeled gravity was interpolated from observed gravity values.
 LA1065
 LA1065;                    North         East    Units  Estimated Accuracy
 LA1065;SPC IN E     -   563,570.      151,910.      MT  (+/- 180 meters Scaled)
 LA1065
 LA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK651654(NAD 83)
 LA1065
 LA1065                          SUPERSEDED SURVEY CONTROL
 LA1065
 LA1065  NGVD 29 (??/??/92)  299.273  (m)          981.86   (f) ADJ UNCH    2 0
 LA1065
 LA1065.Superseded values are not recommended for survey control.
 LA1065
 LA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1065.See file dsdata.pdf to determine how the superseded data were derived.
 LA1065
 LA1065_MARKER: DB = BENCH MARK DISK
 LA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1065_STAMPING: P 231 1947
 LA1065_MARK LOGO: CGS
 LA1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1065+STABILITY: SURFACE MOTION
 LA1065
 LA1065  HISTORY     - Date     Condition        Report By
 LA1065  HISTORY     - 1947     MONUMENTED       CGS
 LA1065
 LA1065                          STATION DESCRIPTION
 LA1065
 LA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1065'2 MI E FROM POWERS.
 LA1065'ABOUT 2.0 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 LA1065'POWERS, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 36 FEET
 LA1065'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET WEST OF
 LA1065'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET NORTH-NORTHWEST
 LA1065'OF THE WEST END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER THE
 LA1065'NORTH-SOUTH ROAD, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF
 LA1065'THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA1065'0.5 FOOT BELOW THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 LA1065'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0402 ***********************************************************************
 LA0402  DESIGNATION -  P 232
 LA0402  PID         -  LA0402
 LA0402  STATE/COUNTY-  IN/RANDOLPH
 LA0402  COUNTRY     -  US
 LA0402  USGS QUAD   -  WINCHESTER (2019)
 LA0402
 LA0402                         *CURRENT SURVEY CONTROL
 LA0402  ______________________________________________________________________
 LA0402* NAD 83(1986) POSITION- 40 14 12.     (N) 084 58 36.     (W)   SCALED
 LA0402* NAVD 88 ORTHO HEIGHT -   318.062 (meters)     1043.51  (feet) ADJUSTED
 LA0402  ______________________________________________________________________
 LA0402  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 LA0402  DYNAMIC HEIGHT  -        317.896 (meters)     1042.96  (feet) COMP
 LA0402  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 LA0402
 LA0402  VERT ORDER      -  SECOND    CLASS 0
 LA0402
 LA0402.The horizontal coordinates were scaled from a map and have
 LA0402.an estimated accuracy of +/- 6 seconds.
 LA0402
 LA0402.The orthometric height was determined by differential leveling and
 LA0402.adjusted by the NATIONAL GEODETIC SURVEY
 LA0402.in June 1991.
 LA0402
 LA0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0402.GEOID18 height accuracy estimate available here.
 LA0402
 LA0402.Click photographs - Photos may exist for this station.
 LA0402
 LA0402.The dynamic height is computed by dividing the NAVD 88
 LA0402.geopotential number by the normal gravity value computed on the
 LA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0402.degrees latitude (g = 980.6199 gals.).
 LA0402
 LA0402.The modeled gravity was interpolated from observed gravity values.
 LA0402
 LA0402;                    North         East    Units  Estimated Accuracy
 LA0402;SPC IN E     -   554,020.      158,720.      MT  (+/- 180 meters Scaled)
 LA0402
 LA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721559(NAD 83)
 LA0402
 LA0402                          SUPERSEDED SURVEY CONTROL
 LA0402
 LA0402  NGVD 29 (??/??/92)  318.208  (m)         1043.99   (f) ADJ UNCH    2 0
 LA0402
 LA0402.Superseded values are not recommended for survey control.
 LA0402
 LA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0402.See file dsdata.pdf to determine how the superseded data were derived.
 LA0402
 LA0402_MARKER: DB = BENCH MARK DISK
 LA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0402_STAMPING: P 232 1947
 LA0402_MARK LOGO: CGS
 LA0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0402+STABILITY: SURFACE MOTION
 LA0402
 LA0402  HISTORY     - Date     Condition        Report By
 LA0402  HISTORY     - 1947     MONUMENTED       CGS
 LA0402
 LA0402                          STATION DESCRIPTION
 LA0402
 LA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0402'4.6 MI N FROM WINCHESTER.
 LA0402'ABOUT 4.6 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 LA0402'AT WINCHESTER, ABOUT 2.95 MILES SOUTH OF THE INTERSECTION OF STATE
 LA0402'HIGHWAY 28 AT DEERFIELD, AT AN EAST-WEST PAVED ROAD AND THE
 LA0402'CHRISTIAN CHURCH, 146 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA0402'63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 LA0402'13 FEET NORTH OF A FENCE CORNER, 30 FEET NORTH OF THE PAVED ROAD,
 LA0402'1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 LA0402'WITNESS POST, 1 FOOT ABOVE THE INTERSECTION AND SET IN THE TOP
 LA0402'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0957 ***********************************************************************
 ME0957  DESIGNATION -  P 233
 ME0957  PID         -  ME0957
 ME0957  STATE/COUNTY-  IN/LAKE
 ME0957  COUNTRY     -  US
 ME0957  USGS QUAD   -  HIGHLAND (2019)
 ME0957
 ME0957                         *CURRENT SURVEY CONTROL
 ME0957  ______________________________________________________________________
 ME0957* NAD 83(1986) POSITION- 41 36 42.16   (N) 087 29 25.42   (W)   HD_HELD1
 ME0957* NAVD 88 ORTHO HEIGHT -   179.938 (meters)      590.35  (feet) ADJUSTED
 ME0957  ______________________________________________________________________
 ME0957  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 ME0957  DYNAMIC HEIGHT  -        179.872 (meters)      590.13  (feet) COMP
 ME0957  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 ME0957
 ME0957  VERT ORDER      -  FIRST     CLASS II
 ME0957
 ME0957.The horizontal coordinates were determined by differentially corrected
 ME0957.hand held GPS observations or other comparable positioning techniques
 ME0957.and have an estimated accuracy of +/- 3 meters.
 ME0957
 ME0957.The orthometric height was determined by differential leveling and
 ME0957.adjusted by the NATIONAL GEODETIC SURVEY
 ME0957.in June 1991.
 ME0957
 ME0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0957.GEOID18 height accuracy estimate available here.
 ME0957
 ME0957.Click photographs - Photos may exist for this station.
 ME0957
 ME0957.The dynamic height is computed by dividing the NAVD 88
 ME0957.geopotential number by the normal gravity value computed on the
 ME0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0957.degrees latitude (g = 980.6199 gals.).
 ME0957
 ME0957.The modeled gravity was interpolated from observed gravity values.
 ME0957
 ME0957;                    North         East    Units  Estimated Accuracy
 ME0957;SPC IN W     -   706,572.5     866,071.5     MT  (+/- 3 meters HH1 GPS) 
 ME0957
 ME0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5914006782(NAD 83)
 ME0957
 ME0957                          SUPERSEDED SURVEY CONTROL
 ME0957
 ME0957  NGVD 29 (??/??/92)  180.044  (m)          590.69   (f) ADJ UNCH    1 2
 ME0957
 ME0957.Superseded values are not recommended for survey control.
 ME0957
 ME0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0957.See file dsdata.pdf to determine how the superseded data were derived.
 ME0957
 ME0957_MARKER: DB = BENCH MARK DISK
 ME0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0957_STAMPING: P 233 1947
 ME0957_MARK LOGO: CGS
 ME0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0957+STABILITY: SURFACE MOTION
 ME0957
 ME0957  HISTORY     - Date     Condition        Report By
 ME0957  HISTORY     - 1947     MONUMENTED       CGS
 ME0957  HISTORY     - 1953     MARK NOT FOUND   CGS
 ME0957
 ME0957                          STATION DESCRIPTION
 ME0957
 ME0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0957'AT HAMMOND.
 ME0957'AT HAMMOND, ABOUT 0.6 MILE SOUTHEAST ALONG MICHIGAN STREET FROM
 ME0957'ITS INTERSECTION WITH COLUMBIA AVENUE, SET IN THE SOUTHWEST
 ME0957'QUARTER OF THE INTERSECTION OF WHITE OAK AVENUE, 35 FEET WEST
 ME0957'OF THE CENTER LINE OF WHITE OAK AVENUE, 26 FEET SOUTHWEST OF THE
 ME0957'CENTER LINE OF MICHIGAN STREET, 19 FEET EAST OF A FIRE PLUG,
 ME0957'4 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTHEAST OF A WHITE
 ME0957'WOODEN WITNESS POST, 1/2 FOOT ABOVE THE INTERSECTION AND SET
 ME0957'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME0957
 ME0957                          STATION RECOVERY (1953)
 ME0957
 ME0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 ME0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0290 ***********************************************************************
 KA0290  DESIGNATION -  P 235
 KA0290  PID         -  KA0290
 KA0290  STATE/COUNTY-  IN/MARION
 KA0290  COUNTRY     -  US
 KA0290  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0290
 KA0290                         *CURRENT SURVEY CONTROL
 KA0290  ______________________________________________________________________
 KA0290* NAD 83(1986) POSITION- 39 49 51.     (N) 086 02 44.     (W)   SCALED
 KA0290* NAVD 88 ORTHO HEIGHT -   261.956 (meters)      859.43  (feet) ADJUSTED
 KA0290  ______________________________________________________________________
 KA0290  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 KA0290  DYNAMIC HEIGHT  -        261.809 (meters)      858.95  (feet) COMP
 KA0290  MODELED GRAVITY -    980,059.3   (mgal)                       NAVD 88
 KA0290
 KA0290  VERT ORDER      -  FIRST     CLASS II
 KA0290
 KA0290.The horizontal coordinates were scaled from a map and have
 KA0290.an estimated accuracy of +/- 6 seconds.
 KA0290
 KA0290.The orthometric height was determined by differential leveling and
 KA0290.adjusted by the NATIONAL GEODETIC SURVEY
 KA0290.in June 1991.
 KA0290
 KA0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0290.GEOID18 height accuracy estimate available here.
 KA0290
 KA0290.Click photographs - Photos may exist for this station.
 KA0290
 KA0290.The dynamic height is computed by dividing the NAVD 88
 KA0290.geopotential number by the normal gravity value computed on the
 KA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0290.degrees latitude (g = 980.6199 gals.).
 KA0290
 KA0290.The modeled gravity was interpolated from observed gravity values.
 KA0290
 KA0290;                    North         East    Units  Estimated Accuracy
 KA0290;SPC IN E     -   508,800.       67,570.      MT  (+/- 180 meters Scaled)
 KA0290
 KA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK816094(NAD 83)
 KA0290
 KA0290                          SUPERSEDED SURVEY CONTROL
 KA0290
 KA0290  NGVD 29 (??/??/92)  262.093  (m)          859.88   (f) ADJ UNCH    1 2
 KA0290
 KA0290.Superseded values are not recommended for survey control.
 KA0290
 KA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0290.See file dsdata.pdf to determine how the superseded data were derived.
 KA0290
 KA0290_MARKER: DB = BENCH MARK DISK
 KA0290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0290_SP_SET: BRIDGE PIER
 KA0290_STAMPING: P 235 1947
 KA0290_MARK LOGO: CGS
 KA0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0290
 KA0290  HISTORY     - Date     Condition        Report By
 KA0290  HISTORY     - 1947     MONUMENTED       CGS
 KA0290  HISTORY     - 19880730 POOR             LOCENG
 KA0290  HISTORY     - 19950914 POOR             USPSQD
 KA0290
 KA0290                          STATION DESCRIPTION
 KA0290
 KA0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0290'1.2 MI SW FROM LAWRENCE.
 KA0290'ABOUT 1.25 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0290'FROM THE STATION AT LAWRENCE, ABOUT 0.65 MILE NORTHEAST OF THE
 KA0290'OVERPASS OF STATE HIGHWAY 67 OVER THE RAILROAD, AT THE OVER
 KA0290'PASS OF STATE HIGHWAY 534 (SHADELAND AVENUE), SET VERTICALLY IN
 KA0290'THE NORTHEAST FACE OF THE SOUTHEAST CONCRETE PIER OF THE BRIDGE,
 KA0290'ABOUT 10 RAILS NORTHEAST OF MILE POST 276, 9.3 FEET SOUTHEAST OF
 KA0290'THE SOUTHEAST RAIL AND ABOUT 2.2 FEET ABOVE THE TRACK.
 KA0290
 KA0290                          STATION RECOVERY (1988)
 KA0290
 KA0290'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0290'RECOVERED IN POOR CONDITION, UNABLE TO READ DISK.
 KA0290
 KA0290                          STATION RECOVERY (1995)
 KA0290
 KA0290'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0290'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1579 ***********************************************************************
 LA1579  DESIGNATION -  P 237
 LA1579  PID         -  LA1579
 LA1579  STATE/COUNTY-  IN/HAMILTON
 LA1579  COUNTRY     -  US
 LA1579  USGS QUAD   -  RIVERWOOD (2019)
 LA1579
 LA1579                         *CURRENT SURVEY CONTROL
 LA1579  ______________________________________________________________________
 LA1579* NAD 83(1986) POSITION- 40 00 42.     (N) 085 59 40.     (W)   SCALED
 LA1579* NAVD 88 ORTHO HEIGHT -   250.008 (meters)      820.23  (feet) ADJUSTED
 LA1579  ______________________________________________________________________
 LA1579  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 LA1579  DYNAMIC HEIGHT  -        249.870 (meters)      819.78  (feet) COMP
 LA1579  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 LA1579
 LA1579  VERT ORDER      -  SECOND    CLASS 0
 LA1579
 LA1579.The horizontal coordinates were scaled from a map and have
 LA1579.an estimated accuracy of +/- 6 seconds.
 LA1579
 LA1579.The orthometric height was determined by differential leveling and
 LA1579.adjusted by the NATIONAL GEODETIC SURVEY
 LA1579.in June 1991.
 LA1579
 LA1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1579.GEOID18 height accuracy estimate available here.
 LA1579
 LA1579.Click photographs - Photos may exist for this station.
 LA1579
 LA1579.The dynamic height is computed by dividing the NAVD 88
 LA1579.geopotential number by the normal gravity value computed on the
 LA1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1579.degrees latitude (g = 980.6199 gals.).
 LA1579
 LA1579.The modeled gravity was interpolated from observed gravity values.
 LA1579
 LA1579;                    North         East    Units  Estimated Accuracy
 LA1579;SPC IN E     -   528,860.       72,020.      MT  (+/- 180 meters Scaled)
 LA1579
 LA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK858295(NAD 83)
 LA1579
 LA1579                          SUPERSEDED SURVEY CONTROL
 LA1579
 LA1579  NGVD 29 (??/??/92)  250.137  (m)          820.66   (f) ADJ UNCH    2 0
 LA1579
 LA1579.Superseded values are not recommended for survey control.
 LA1579
 LA1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1579.See file dsdata.pdf to determine how the superseded data were derived.
 LA1579
 LA1579_MARKER: DB = BENCH MARK DISK
 LA1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1579_STAMPING: P 237 1947
 LA1579_MARK LOGO: CGS
 LA1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1579+STABILITY: SURFACE MOTION
 LA1579
 LA1579  HISTORY     - Date     Condition        Report By
 LA1579  HISTORY     - 1947     MONUMENTED       CGS
 LA1579  HISTORY     - 20221011 MARK NOT FOUND   IN-057
 LA1579
 LA1579                          STATION DESCRIPTION
 LA1579
 LA1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1579'2 MI SE FROM NOBLESVILLE.
 LA1579'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 238 FROM THE 3RD
 LA1579'WARD SCHOOL AND THE JUNCTION OF STATE HIGHWAY 37 AT N BLESVILLE,
 LA1579'THENCE ABOUT 0.55 MILE SOUTH ALONG A BLACK TOP ROAD, 19.5 FEET
 LA1579'NORTH OF THE CENTER LINE OF THE DRIVE LEADING EAST TO THE GEIGER
 LA1579'BROS. FARM, 21 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD,
 LA1579'8 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE,
 LA1579'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 LA1579'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1579
 LA1579                          STATION RECOVERY (2022)
 LA1579
 LA1579'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2345 ***********************************************************************
 JZ2345  DESIGNATION -  P 238
 JZ2345  PID         -  JZ2345
 JZ2345  STATE/COUNTY-  IN/SHELBY
 JZ2345  COUNTRY     -  US
 JZ2345  USGS QUAD   -  BOGGSTOWN (2019)
 JZ2345
 JZ2345                         *CURRENT SURVEY CONTROL
 JZ2345  ______________________________________________________________________
 JZ2345* NAD 83(1986) POSITION- 39 35 54.     (N) 085 52 53.     (W)   SCALED
 JZ2345* NAVD 88 ORTHO HEIGHT -   237.717 (meters)      779.91  (feet) ADJUSTED
 JZ2345  ______________________________________________________________________
 JZ2345  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 JZ2345  DYNAMIC HEIGHT  -        237.581 (meters)      779.46  (feet) COMP
 JZ2345  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 JZ2345
 JZ2345  VERT ORDER      -  FIRST     CLASS II
 JZ2345
 JZ2345.The horizontal coordinates were scaled from a map and have
 JZ2345.an estimated accuracy of +/- 6 seconds.
 JZ2345
 JZ2345.The orthometric height was determined by differential leveling and
 JZ2345.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2345.in June 1991.
 JZ2345
 JZ2345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2345.GEOID18 height accuracy estimate available here.
 JZ2345
 JZ2345.Click photographs - Photos may exist for this station.
 JZ2345
 JZ2345.The dynamic height is computed by dividing the NAVD 88
 JZ2345.geopotential number by the normal gravity value computed on the
 JZ2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2345.degrees latitude (g = 980.6199 gals.).
 JZ2345
 JZ2345.The modeled gravity was interpolated from observed gravity values.
 JZ2345
 JZ2345;                    North         East    Units  Estimated Accuracy
 JZ2345;SPC IN E     -   482,940.       81,560.      MT  (+/- 180 meters Scaled)
 JZ2345
 JZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ960837(NAD 83)
 JZ2345
 JZ2345                          SUPERSEDED SURVEY CONTROL
 JZ2345
 JZ2345  NGVD 29 (??/??/92)  237.834  (m)          780.29   (f) ADJ UNCH    1 2
 JZ2345
 JZ2345.Superseded values are not recommended for survey control.
 JZ2345
 JZ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2345.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2345
 JZ2345_MARKER: DB = BENCH MARK DISK
 JZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2345_STAMPING: P 238 1947
 JZ2345_MARK LOGO: CGS
 JZ2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2345+STABILITY: SURFACE MOTION
 JZ2345
 JZ2345  HISTORY     - Date     Condition        Report By
 JZ2345  HISTORY     - 1947     MONUMENTED       CGS
 JZ2345  HISTORY     - 1986     POOR             NGS
 JZ2345
 JZ2345                          STATION DESCRIPTION
 JZ2345
 JZ2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2345'1.2 MI NW FROM FAIRLAND.
 JZ2345'ABOUT 1.25 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2345'FROM THE STATION AT FAIRLAND, AT AN EAST-WEST GRAVEL ROAD
 JZ2345'CROSSING, 36 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET
 JZ2345'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET WEST OF
 JZ2345'POLE 90/25, 4 FEET NORTH OF A CONCRETE FENCE CORNER POST, 1.5
 JZ2345'FEET NORTHEAST OF THE FENCE LINE, ABOUT 4.5 FEET BELOW THE
 JZ2345'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2345
 JZ2345                          STATION RECOVERY (1986)
 JZ2345
 JZ2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2345'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  9.8 KM (6.1 MI)
 JZ2345'NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH STATE
 JZ2345'HIGHWAY 44 IN SHELBYVILLE, THENCE 3.2 KM (2.0 MI) WESTERLY ALONG
 JZ2345'COUNTY ROAD 400 NORTH, THENCE 2.5 KM (1.55 MI) NORTHWESTERLY ALONG THE
 JZ2345'CONRAIL RAILROAD.  DELETE--AT AN EAST-WEST GRAVEL ROAD CROSSING.
 JZ2345'ADD--AT THE INTERSECTION OF COUNTY ROAD 500 NORTH.  NOTE--PART OF THE
 JZ2345'POST HAS BEEN BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2583 ***********************************************************************
 JZ2583  DESIGNATION -  P 239
 JZ2583  PID         -  JZ2583
 JZ2583  STATE/COUNTY-  IN/SHELBY
 JZ2583  COUNTRY     -  US
 JZ2583  USGS QUAD   -  MORRISTOWN (2019)
 JZ2583
 JZ2583                         *CURRENT SURVEY CONTROL
 JZ2583  ______________________________________________________________________
 JZ2583* NAD 83(1986) POSITION- 39 40 39.     (N) 085 42 50.     (W)   SCALED
 JZ2583* NAVD 88 ORTHO HEIGHT -   253.334 (meters)      831.15  (feet) ADJUSTED
 JZ2583  ______________________________________________________________________
 JZ2583  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JZ2583  DYNAMIC HEIGHT  -        253.187 (meters)      830.66  (feet) COMP
 JZ2583  MODELED GRAVITY -    980,038.7   (mgal)                       NAVD 88
 JZ2583
 JZ2583  VERT ORDER      -  SECOND    CLASS 0
 JZ2583
 JZ2583.The horizontal coordinates were scaled from a map and have
 JZ2583.an estimated accuracy of +/- 6 seconds.
 JZ2583
 JZ2583.The orthometric height was determined by differential leveling and
 JZ2583.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2583.in June 1991.
 JZ2583
 JZ2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2583.GEOID18 height accuracy estimate available here.
 JZ2583
 JZ2583.Click photographs - Photos may exist for this station.
 JZ2583
 JZ2583.The dynamic height is computed by dividing the NAVD 88
 JZ2583.geopotential number by the normal gravity value computed on the
 JZ2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2583.degrees latitude (g = 980.6199 gals.).
 JZ2583
 JZ2583.The modeled gravity was interpolated from observed gravity values.
 JZ2583
 JZ2583;                    North         East    Units  Estimated Accuracy
 JZ2583;SPC IN E     -   491,710.       95,950.      MT  (+/- 180 meters Scaled)
 JZ2583
 JZ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102927(NAD 83)
 JZ2583
 JZ2583                          SUPERSEDED SURVEY CONTROL
 JZ2583
 JZ2583  NGVD 29 (??/??/92)  253.455  (m)          831.54   (f) ADJ UNCH    2 0
 JZ2583
 JZ2583.Superseded values are not recommended for survey control.
 JZ2583
 JZ2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2583.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2583
 JZ2583_MARKER: DB = BENCH MARK DISK
 JZ2583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2583_SP_SET: BRIDGE
 JZ2583_STAMPING: P 239 1947
 JZ2583_MARK LOGO: CGS
 JZ2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2583
 JZ2583  HISTORY     - Date     Condition        Report By
 JZ2583  HISTORY     - 1947     MONUMENTED       CGS
 JZ2583
 JZ2583                          STATION DESCRIPTION
 JZ2583
 JZ2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2583'0.6 MI NW FROM MORRISTOWN.
 JZ2583'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2583'BUILDING AT MORRISTOWN, AT A LARGE CONCRETE BRIDGE OVER BIG BLUE
 JZ2583'RIVER, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 JZ2583'CONCRETE CURB AT THE BASE OF THE RAILING, 19 FEET SOUTHWEST OF THE
 JZ2583'CENTER LINE OF THE HIGHWAY AND ABOUT 1 1/2 FEET ABOVE BRIDGE
 JZ2583'FLOOR LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0669 ***********************************************************************
 ME0669  DESIGNATION -  P 24
 ME0669  PID         -  ME0669
 ME0669  STATE/COUNTY-  IN/JASPER
 ME0669  COUNTRY     -  US
 ME0669  USGS QUAD   -  SAN PIERRE (2019)
 ME0669
 ME0669                         *CURRENT SURVEY CONTROL
 ME0669  ______________________________________________________________________
 ME0669* NAD 83(1986) POSITION- 41 11 38.56   (N) 086 58 04.96   (W)   HD_HELD1
 ME0669* NAVD 88 ORTHO HEIGHT -   206.711 (meters)      678.18  (feet) ADJUSTED
 ME0669  ______________________________________________________________________
 ME0669  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0669  DYNAMIC HEIGHT  -        206.622 (meters)      677.89  (feet) COMP
 ME0669  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 ME0669
 ME0669  VERT ORDER      -  SECOND    CLASS 0
 ME0669
 ME0669.The horizontal coordinates were determined by differentially corrected
 ME0669.hand held GPS observations or other comparable positioning techniques
 ME0669.and have an estimated accuracy of +/- 3 meters.
 ME0669
 ME0669.The orthometric height was determined by differential leveling and
 ME0669.adjusted by the NATIONAL GEODETIC SURVEY
 ME0669.in June 1991.
 ME0669
 ME0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0669.GEOID18 height accuracy estimate available here.
 ME0669
 ME0669.Click photographs - Photos may exist for this station.
 ME0669
 ME0669.The dynamic height is computed by dividing the NAVD 88
 ME0669.geopotential number by the normal gravity value computed on the
 ME0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0669.degrees latitude (g = 980.6199 gals.).
 ME0669
 ME0669.The modeled gravity was interpolated from observed gravity values.
 ME0669
 ME0669;                    North         East    Units  Estimated Accuracy
 ME0669;SPC IN W     -   660,113.6     909,671.0     MT  (+/- 3 meters HH1 GPS) 
 ME0669
 ME0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0267960298(NAD 83)
 ME0669
 ME0669                          SUPERSEDED SURVEY CONTROL
 ME0669
 ME0669  NGVD 29 (??/??/92)  206.802  (m)          678.48   (f) ADJ UNCH    2 0
 ME0669
 ME0669.Superseded values are not recommended for survey control.
 ME0669
 ME0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0669.See file dsdata.pdf to determine how the superseded data were derived.
 ME0669
 ME0669_MARKER: DB = BENCH MARK DISK
 ME0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0669_STAMPING: P 24 1934
 ME0669_MARK LOGO: CGS
 ME0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0669+STABILITY: SURFACE MOTION
 ME0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0669+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME0669
 ME0669  HISTORY     - Date     Condition        Report By
 ME0669  HISTORY     - 1934     MONUMENTED       CGS
 ME0669  HISTORY     - 1973     GOOD             NGS
 ME0669  HISTORY     - 20120327 GOOD             IN-073
 ME0669
 ME0669                          STATION DESCRIPTION
 ME0669
 ME0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0669'AT TEFFT.
 ME0669'AT TEFFT, JASPER COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 240
 ME0669'YARDS WEST OF THE STATION, 35 YARDS EAST OF THE DUGGLEBY GARAGE
 ME0669'(IN 1934), IN THE NORTHEAST ANGLE OF A CONCRETE-ROAD CROSSING,
 ME0669'27 YARDS EAST OF THE CENTERLINE OF THE CONCRETE ROAD, 9 YARDS
 ME0669'NORTH OF THE NORTH RAIL, 16 YARDS SOUTH OF THE CENTERLINE OF THE
 ME0669'CINDER ROAD LEADING TO THE STATION, AND 4 YARDS SOUTH OF POLE
 ME0669'E 2.  A STANDARD DISK, STAMPED P 24 1934 AND SET IN THE TOP OF
 ME0669'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0669
 ME0669                          STATION RECOVERY (1973)
 ME0669
 ME0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME0669'RECOVERED IN GOOD CONDITION.
 ME0669
 ME0669                          STATION RECOVERY (2012)
 ME0669
 ME0669'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2443 ***********************************************************************
 JZ2443  DESIGNATION -  P 240
 JZ2443  PID         -  JZ2443
 JZ2443  STATE/COUNTY-  IN/MADISON
 JZ2443  COUNTRY     -  US
 JZ2443  USGS QUAD   -  PENDLETON (2019)
 JZ2443
 JZ2443                         *CURRENT SURVEY CONTROL
 JZ2443  ______________________________________________________________________
 JZ2443* NAD 83(1986) POSITION- 39 56 42.80   (N) 085 43 48.34   (W)   HD_HELD1
 JZ2443* NAVD 88 ORTHO HEIGHT -   273.785 (meters)      898.24  (feet) ADJUSTED
 JZ2443  ______________________________________________________________________
 JZ2443  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ2443  DYNAMIC HEIGHT  -        273.632 (meters)      897.74  (feet) COMP
 JZ2443  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 JZ2443
 JZ2443  VERT ORDER      -  SECOND    CLASS 0
 JZ2443
 JZ2443.The horizontal coordinates were determined by differentially corrected
 JZ2443.hand held GPS observations or other comparable positioning techniques
 JZ2443.and have an estimated accuracy of +/- 3 meters.
 JZ2443
 JZ2443.The orthometric height was determined by differential leveling and
 JZ2443.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2443.in June 1991.
 JZ2443
 JZ2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2443.GEOID18 height accuracy estimate available here.
 JZ2443
 JZ2443.Click photographs - Photos may exist for this station.
 JZ2443
 JZ2443.The dynamic height is computed by dividing the NAVD 88
 JZ2443.geopotential number by the normal gravity value computed on the
 JZ2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2443.degrees latitude (g = 980.6199 gals.).
 JZ2443
 JZ2443.The modeled gravity was interpolated from observed gravity values.
 JZ2443
 JZ2443;                    North         East    Units  Estimated Accuracy
 JZ2443;SPC IN E     -   521,437.6      94,579.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2443
 JZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0848622449(NAD 83)
 JZ2443
 JZ2443                          SUPERSEDED SURVEY CONTROL
 JZ2443
 JZ2443  NGVD 29 (??/??/92)  273.914  (m)          898.67   (f) ADJ UNCH    2 0
 JZ2443
 JZ2443.Superseded values are not recommended for survey control.
 JZ2443
 JZ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2443.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2443
 JZ2443_MARKER: DB = BENCH MARK DISK
 JZ2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2443_STAMPING: P 240 1947
 JZ2443_MARK LOGO: CGS
 JZ2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2443+STABILITY: SURFACE MOTION
 JZ2443
 JZ2443  HISTORY     - Date     Condition        Report By
 JZ2443  HISTORY     - 1947     MONUMENTED       CGS
 JZ2443
 JZ2443                          STATION DESCRIPTION
 JZ2443
 JZ2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2443'4.4 MI SE FROM PENDLETON.
 JZ2443'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC
 JZ2443'LIBRARY AT PENDLETON, THENCE 3.75 MILES SOUTH ALONG A NORTH-SOUTH
 JZ2443'ROAD, AT THE MADISON-HANCOCK COUNTY LINE, IN THE NORTHEAST
 JZ2443'ANGLE OF THE INTERSECTION WITH THE COUNTY LINE ROAD, 35 FEET
 JZ2443'NORTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 21 FEET EAST
 JZ2443'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF A
 JZ2443'FENCE CORNER, 23.5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST
 JZ2443'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2443'ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2443'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK MAY BE
 JZ2443'REACHED FROM EDEN, HANCOCK COUNTY, BY GOING EAST ALONG STATE
 JZ2443'HIGHWAY 234 FROM ITS INTERSECTION WITH STATE HIGHWAY 9 FOR
 JZ2443'2.15 MILES, THENCE NORTH ALONG A GRAVEL ROAD FOR 3.2 MILES
 JZ2443'TO THE COUNTY LINE AND THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2449 ***********************************************************************
 JZ2449  DESIGNATION -  P 241
 JZ2449  PID         -  JZ2449
 JZ2449  STATE/COUNTY-  IN/HANCOCK
 JZ2449  COUNTRY     -  US
 JZ2449  USGS QUAD   -  INGALLS (2019)
 JZ2449
 JZ2449                         *CURRENT SURVEY CONTROL
 JZ2449  ______________________________________________________________________
 JZ2449* NAD 83(1986) POSITION- 39 54 02.8    (N) 085 47 38.5    (W)   HD_HELD2
 JZ2449* NAVD 88 ORTHO HEIGHT -   267.902 (meters)      878.94  (feet) ADJUSTED
 JZ2449  ______________________________________________________________________
 JZ2449  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2449  DYNAMIC HEIGHT  -        267.751 (meters)      878.45  (feet) COMP
 JZ2449  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 JZ2449
 JZ2449  VERT ORDER      -  SECOND    CLASS 0
 JZ2449
 JZ2449.The horizontal coordinates were established by autonomous hand held GPS
 JZ2449.observations and have an estimated accuracy of +/- 10 meters.
 JZ2449
 JZ2449.The orthometric height was determined by differential leveling and
 JZ2449.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2449.in June 1991.
 JZ2449
 JZ2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2449.GEOID18 height accuracy estimate available here.
 JZ2449
 JZ2449.Click photographs - Photos may exist for this station.
 JZ2449
 JZ2449.The dynamic height is computed by dividing the NAVD 88
 JZ2449.geopotential number by the normal gravity value computed on the
 JZ2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2449.degrees latitude (g = 980.6199 gals.).
 JZ2449
 JZ2449.The modeled gravity was interpolated from observed gravity values.
 JZ2449
 JZ2449;                    North         East    Units  Estimated Accuracy
 JZ2449;SPC IN E     -   516,509.       89,109.      MT  (+/- 10 meters HH2 GPS)
 JZ2449
 JZ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0309117440(NAD 83)
 JZ2449
 JZ2449                          SUPERSEDED SURVEY CONTROL
 JZ2449
 JZ2449  NGVD 29 (??/??/92)  268.029  (m)          879.36   (f) ADJ UNCH    2 0
 JZ2449
 JZ2449.Superseded values are not recommended for survey control.
 JZ2449
 JZ2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2449.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2449
 JZ2449_MARKER: DB = BENCH MARK DISK
 JZ2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2449_STAMPING: P 241 1947
 JZ2449_MARK LOGO: CGS
 JZ2449_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2449+STABILITY: SURFACE MOTION
 JZ2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2449+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2009
 JZ2449
 JZ2449  HISTORY     - Date     Condition        Report By
 JZ2449  HISTORY     - 1947     MONUMENTED       CGS
 JZ2449  HISTORY     - 20090112 GOOD             PICI
 JZ2449
 JZ2449                          STATION DESCRIPTION
 JZ2449
 JZ2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2449'1.3 MI W FROM EDEN.
 JZ2449'ABOUT 1.3 MILE WEST ALONG STATE HIGHWAY 234 FROM THE
 JZ2449'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, IN THE SOUTHWEST
 JZ2449'QUARTER OF THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTH, 24
 JZ2449'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 42
 JZ2449'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET WEST OF
 JZ2449'A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH
 JZ2449'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2449'ABOUT 5 INCHES.
 JZ2449
 JZ2449                          STATION RECOVERY (2009)
 JZ2449
 JZ2449'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2544 ***********************************************************************
 JZ2544  DESIGNATION -  P 242
 JZ2544  PID         -  JZ2544
 JZ2544  STATE/COUNTY-  IN/HANCOCK
 JZ2544  COUNTRY     -  US
 JZ2544  USGS QUAD   -  MORRISTOWN (2019)
 JZ2544
 JZ2544                         *CURRENT SURVEY CONTROL
 JZ2544  ______________________________________________________________________
 JZ2544* NAD 83(1986) POSITION- 39 42 49.     (N) 085 41 16.     (W)   SCALED
 JZ2544* NAVD 88 ORTHO HEIGHT -   259.185 (meters)      850.34  (feet) ADJUSTED
 JZ2544  ______________________________________________________________________
 JZ2544  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 JZ2544  DYNAMIC HEIGHT  -        259.035 (meters)      849.85  (feet) COMP
 JZ2544  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 JZ2544
 JZ2544  VERT ORDER      -  SECOND    CLASS 0
 JZ2544
 JZ2544.The horizontal coordinates were scaled from a map and have
 JZ2544.an estimated accuracy of +/- 6 seconds.
 JZ2544
 JZ2544.The orthometric height was determined by differential leveling and
 JZ2544.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2544.in June 1991.
 JZ2544
 JZ2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2544.GEOID18 height accuracy estimate available here.
 JZ2544
 JZ2544.Click photographs - Photos may exist for this station.
 JZ2544
 JZ2544.The dynamic height is computed by dividing the NAVD 88
 JZ2544.geopotential number by the normal gravity value computed on the
 JZ2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2544.degrees latitude (g = 980.6199 gals.).
 JZ2544
 JZ2544.The modeled gravity was interpolated from observed gravity values.
 JZ2544
 JZ2544;                    North         East    Units  Estimated Accuracy
 JZ2544;SPC IN E     -   495,720.       98,190.      MT  (+/- 180 meters Scaled)
 JZ2544
 JZ2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124967(NAD 83)
 JZ2544
 JZ2544                          SUPERSEDED SURVEY CONTROL
 JZ2544
 JZ2544  NGVD 29 (??/??/92)  259.307  (m)          850.74   (f) ADJ UNCH    2 0
 JZ2544
 JZ2544.Superseded values are not recommended for survey control.
 JZ2544
 JZ2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2544.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2544
 JZ2544_MARKER: DB = BENCH MARK DISK
 JZ2544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2544_SP_SET: BRIDGE
 JZ2544_STAMPING: P 242 1947
 JZ2544_MARK LOGO: CGS
 JZ2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2544
 JZ2544  HISTORY     - Date     Condition        Report By
 JZ2544  HISTORY     - 1947     MONUMENTED       CGS
 JZ2544  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2544
 JZ2544                          STATION DESCRIPTION
 JZ2544
 JZ2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2544'3.4 MI N FROM MORRISTOWN.
 JZ2544'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2544'AT MORRISTOWN, THENCE ABOUT 3.25 MILES NORTH ALONG A WINDING
 JZ2544'COUNTY ROAD LEADING TO WESTLAND, ABOUT 2.55 MILES SOUTH OF THE
 JZ2544'CROSSROADS AND STORE AT WESTLAND, AT A RIGHT ANGLE TURN IN THE
 JZ2544'ROAD WITH TANGENTS NORTH AND WEST, 157 FEET NORTH OF THE WEST
 JZ2544'TANGENT OF THE ROAD, 10 FEET WEST OF THE NORTH TANGENT OF THE
 JZ2544'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JZ2544'RAILING OF A 16-FOOT CONCRETE BRIDGE OVER A CREEK AND ABOUT
 JZ2544'2.5 FEET ABOVE THE ROAD.
 JZ2544
 JZ2544                          STATION RECOVERY (2009)
 JZ2544
 JZ2544'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2544'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE5117 ***********************************************************************
 AE5117  DESIGNATION -  P 242 RESET
 AE5117  PID         -  AE5117
 AE5117  STATE/COUNTY-  IN/HANCOCK
 AE5117  COUNTRY     -  US
 AE5117  USGS QUAD   -  MORRISTOWN (2019)
 AE5117
 AE5117                         *CURRENT SURVEY CONTROL
 AE5117  ______________________________________________________________________
 AE5117* NAD 83(1986) POSITION- 39 42 49.     (N) 085 41 16.     (W)   SCALED
 AE5117* NAVD 88 ORTHO HEIGHT -   258.65  (meters)      848.6   (feet) RESET
 AE5117  ______________________________________________________________________
 AE5117  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 AE5117  VERT ORDER      -  THIRD
 AE5117
 AE5117.The horizontal coordinates were scaled from a map and have
 AE5117.an estimated accuracy of +/- 6 seconds.
 AE5117
 AE5117.The orthometric height was computed from unverified reset data.
 AE5117
 AE5117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5117.GEOID18 height accuracy estimate available here.
 AE5117
 AE5117.Click photographs - Photos may exist for this station.
 AE5117
 AE5117;                    North         East    Units  Estimated Accuracy
 AE5117;SPC IN E     -   495,720.       98,190.      MT  (+/- 180 meters Scaled)
 AE5117
 AE5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124967(NAD 83)
 AE5117
 AE5117                          SUPERSEDED SURVEY CONTROL
 AE5117
 AE5117.No superseded survey control is available for this station.
 AE5117
 AE5117_MARKER: DV = VERTICAL CONTROL DISK
 AE5117_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5117_SP_SET: BRIDGE RAIL
 AE5117_STAMPING: P 242 RESET 1996
 AE5117_MARK LOGO: NGS
 AE5117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5117+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 AE5117
 AE5117  HISTORY     - Date     Condition        Report By
 AE5117  HISTORY     - 1996     MONUMENTED       LOCENG
 AE5117  HISTORY     - 20090203 GOOD             IN-059
 AE5117
 AE5117                          STATION DESCRIPTION
 AE5117
 AE5117'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (TG)
 AE5117'ABOUT 0.15 MILE (0.24 KM) NORTHWEST ALONG US HIGHWAY 52 FROM THE
 AE5117'SCHOOL AT MORRISTOWN, THENCE ABOUT 3.25 MILES (5.23 KM) NORTH ALONG A
 AE5117'WINDING COUNTY ROAD LEADING TO WESTLAND, ABOUT 2.55 MILES (4.10 KM)
 AE5117'SOUTH OF THE CROSSROADS, AT A RIGHT ANGLE TURN IN THE ROAD WITH
 AE5117'TANGENTS NORTH AND WEST.  161 FEET (49.1 M) NORTH OF THE WEST TANGENT
 AE5117'OF THE ROAD, 13 FEET (4.0 M) WEST OF THE NORTH TANGENT OF THE ROAD,
 AE5117'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE RAILING OF A 32
 AE5117'FOOT (9.8 M) CONCRETE BRIDGE OVER A CREEK AND ABOUT LEVEL WITH THE
 AE5117'ROAD.
 AE5117
 AE5117                          STATION RECOVERY (2009)
 AE5117
 AE5117'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 AE5117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2510 ***********************************************************************
 JZ2510  DESIGNATION -  P 243
 JZ2510  PID         -  JZ2510
 JZ2510  STATE/COUNTY-  IN/HANCOCK
 JZ2510  COUNTRY     -  US
 JZ2510  USGS QUAD   -  GREENFIELD (2019)
 JZ2510
 JZ2510                         *CURRENT SURVEY CONTROL
 JZ2510  ______________________________________________________________________
 JZ2510* NAD 83(1986) POSITION- 39 46 57.46   (N) 085 49 19.89   (W)   HD_HELD1
 JZ2510* NAVD 88 ORTHO HEIGHT -   260.639 (meters)      855.11  (feet) ADJUSTED
 JZ2510  ______________________________________________________________________
 JZ2510  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 JZ2510  DYNAMIC HEIGHT  -        260.489 (meters)      854.62  (feet) COMP
 JZ2510  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2510
 JZ2510  VERT ORDER      -  SECOND    CLASS 0
 JZ2510
 JZ2510.The horizontal coordinates were determined by differentially corrected
 JZ2510.hand held GPS observations or other comparable positioning techniques
 JZ2510.and have an estimated accuracy of +/- 3 meters.
 JZ2510
 JZ2510.The orthometric height was determined by differential leveling and
 JZ2510.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2510.in June 1991.
 JZ2510
 JZ2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2510.GEOID18 height accuracy estimate available here.
 JZ2510
 JZ2510.Click photographs - Photos may exist for this station.
 JZ2510
 JZ2510.The dynamic height is computed by dividing the NAVD 88
 JZ2510.geopotential number by the normal gravity value computed on the
 JZ2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2510.degrees latitude (g = 980.6199 gals.).
 JZ2510
 JZ2510.The modeled gravity was interpolated from observed gravity values.
 JZ2510
 JZ2510;                    North         East    Units  Estimated Accuracy
 JZ2510;SPC IN E     -   503,394.6      86,677.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2510
 JZ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0085604294(NAD 83)
 JZ2510
 JZ2510                          SUPERSEDED SURVEY CONTROL
 JZ2510
 JZ2510  NGVD 29 (??/??/92)  260.757  (m)          855.50   (f) ADJ UNCH    2 0
 JZ2510
 JZ2510.Superseded values are not recommended for survey control.
 JZ2510
 JZ2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2510.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2510
 JZ2510_MARKER: DB = BENCH MARK DISK
 JZ2510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2510_SP_SET: BOX CULVERT HEADWALL
 JZ2510_STAMPING: P 243 1947
 JZ2510_MARK LOGO: CGS
 JZ2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2510+STABILITY: SURFACE MOTION
 JZ2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2510+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2510
 JZ2510  HISTORY     - Date     Condition        Report By
 JZ2510  HISTORY     - 1947     MONUMENTED       CGS
 JZ2510  HISTORY     - 20070706 GOOD             GEOCAC
 JZ2510  HISTORY     - 20090203 GOOD             IN-059
 JZ2510
 JZ2510                          STATION DESCRIPTION
 JZ2510
 JZ2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2510'1.2 MI E FROM PHILADELPHIA.
 JZ2510'ABOUT 1.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2510'CHURCH AT PHILADELPHIA, ABOUT 0.3 MILE EAST OF A HIGHWAY WEIGHING
 JZ2510'STATION, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 JZ2510'OF A 15-FOOT CONCRETE CULVERT OVER A DRAINAGE DITCH, 13.5 FEET
 JZ2510'SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT, 0.5 FOOT WEST
 JZ2510'OF THE EAST END OF THE HEADWALL AND ABOUT 0.5 FOOT ABOVE HIGHWAY
 JZ2510'LEVEL.
 JZ2510
 JZ2510                          STATION RECOVERY (2007)
 JZ2510
 JZ2510'RECOVERY NOTE BY GEOCACHING 2007 (MJM)
 JZ2510'ALL THE REFERENCES POSTED ON THE ORIGINAL DATA SHEET, EXCEPT THE WEIGH
 JZ2510'STATION, ARE STILL IN, AND STILL GOOD. TO THE SOUTHEAST OF THE DISK IS
 JZ2510'A NEW METAL BUILDING, CURRENTLY BEING USED AS A NAIL SALON.  TO THE
 JZ2510'SOUTHWEST IS A LUMBER YARD.
 JZ2510
 JZ2510                          STATION RECOVERY (2009)
 JZ2510
 JZ2510'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2618 ***********************************************************************
 JZ2618  DESIGNATION -  P 244
 JZ2618  PID         -  JZ2618
 JZ2618  STATE/COUNTY-  IN/RUSH
 JZ2618  COUNTRY     -  US
 JZ2618  USGS QUAD   -  CARTHAGE (2019)
 JZ2618
 JZ2618                         *CURRENT SURVEY CONTROL
 JZ2618  ______________________________________________________________________
 JZ2618* NAD 83(1986) POSITION- 39 41 01.     (N) 085 34 34.     (W)   SCALED
 JZ2618* NAVD 88 ORTHO HEIGHT -   287.417 (meters)      942.97  (feet) ADJUSTED
 JZ2618  ______________________________________________________________________
 JZ2618  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 JZ2618  DYNAMIC HEIGHT  -        287.250 (meters)      942.42  (feet) COMP
 JZ2618  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 JZ2618
 JZ2618  VERT ORDER      -  SECOND    CLASS 0
 JZ2618
 JZ2618.The horizontal coordinates were scaled from a map and have
 JZ2618.an estimated accuracy of +/- 6 seconds.
 JZ2618
 JZ2618.The orthometric height was determined by differential leveling and
 JZ2618.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2618.in June 1991.
 JZ2618
 JZ2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2618.GEOID18 height accuracy estimate available here.
 JZ2618
 JZ2618.Click photographs - Photos may exist for this station.
 JZ2618
 JZ2618.The dynamic height is computed by dividing the NAVD 88
 JZ2618.geopotential number by the normal gravity value computed on the
 JZ2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2618.degrees latitude (g = 980.6199 gals.).
 JZ2618
 JZ2618.The modeled gravity was interpolated from observed gravity values.
 JZ2618
 JZ2618;                    North         East    Units  Estimated Accuracy
 JZ2618;SPC IN E     -   492,390.      107,770.      MT  (+/- 180 meters Scaled)
 JZ2618
 JZ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221936(NAD 83)
 JZ2618
 JZ2618                          SUPERSEDED SURVEY CONTROL
 JZ2618
 JZ2618  NGVD 29 (??/??/92)  287.542  (m)          943.38   (f) ADJ UNCH    2 0
 JZ2618
 JZ2618.Superseded values are not recommended for survey control.
 JZ2618
 JZ2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2618.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2618
 JZ2618_MARKER: DB = BENCH MARK DISK
 JZ2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2618_STAMPING: P 244 1947
 JZ2618_MARK LOGO: CGS
 JZ2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2618+STABILITY: SURFACE MOTION
 JZ2618
 JZ2618  HISTORY     - Date     Condition        Report By
 JZ2618  HISTORY     - 1947     MONUMENTED       CGS
 JZ2618  HISTORY     - 20220927 MARK NOT FOUND   INDOT
 JZ2618
 JZ2618                          STATION DESCRIPTION
 JZ2618
 JZ2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2618'2.8 MI N FROM ARLINGTON.
 JZ2618'ABOUT 2.8 MILES NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE
 JZ2618'FROM THE POST OFFICE AT ARLINGTON, IN THE SOUTHEAST ANGLE OF THE
 JZ2618'INTERSECTION OF AN OFFSET EAST-WEST CROSSROAD, 37 FEET SOUTH
 JZ2618'OF THE CENTER LINE OF THE ROAD LEADING EAST, 21.5 FEET EAST OF
 JZ2618'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21.5 FEET SOUTH OF A
 JZ2618'FENCE CORNER, 16 FEET SOUTH OF A 12-INCH MAPLE TREE, 1 FOOT WEST
 JZ2618'OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ2618'2 FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2618'PROJECTING ABOUT 5 INCHES.
 JZ2618
 JZ2618                          STATION RECOVERY (2022)
 JZ2618
 JZ2618'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2618'COULD NOT FIND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2354 ***********************************************************************
 JZ2354  DESIGNATION -  P 245
 JZ2354  PID         -  JZ2354
 JZ2354  STATE/COUNTY-  IN/MARION
 JZ2354  COUNTRY     -  US
 JZ2354  USGS QUAD   -  ACTON (2019)
 JZ2354
 JZ2354                         *CURRENT SURVEY CONTROL
 JZ2354  ______________________________________________________________________
 JZ2354* NAD 83(1986) POSITION- 39 39 51.     (N) 085 58 56.     (W)   SCALED
 JZ2354* NAVD 88 ORTHO HEIGHT -   245.133 (meters)      804.24  (feet) ADJUSTED
 JZ2354  ______________________________________________________________________
 JZ2354  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 JZ2354  DYNAMIC HEIGHT  -        244.994 (meters)      803.78  (feet) COMP
 JZ2354  MODELED GRAVITY -    980,053.0   (mgal)                       NAVD 88
 JZ2354
 JZ2354  VERT ORDER      -  FIRST     CLASS II
 JZ2354
 JZ2354.The horizontal coordinates were scaled from a map and have
 JZ2354.an estimated accuracy of +/- 6 seconds.
 JZ2354
 JZ2354.The orthometric height was determined by differential leveling and
 JZ2354.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2354.in June 1991.
 JZ2354
 JZ2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2354.GEOID18 height accuracy estimate available here.
 JZ2354
 JZ2354.Click photographs - Photos may exist for this station.
 JZ2354
 JZ2354.The dynamic height is computed by dividing the NAVD 88
 JZ2354.geopotential number by the normal gravity value computed on the
 JZ2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2354.degrees latitude (g = 980.6199 gals.).
 JZ2354
 JZ2354.The modeled gravity was interpolated from observed gravity values.
 JZ2354
 JZ2354;                    North         East    Units  Estimated Accuracy
 JZ2354;SPC IN E     -   490,280.       72,920.      MT  (+/- 180 meters Scaled)
 JZ2354
 JZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ873909(NAD 83)
 JZ2354
 JZ2354                          SUPERSEDED SURVEY CONTROL
 JZ2354
 JZ2354  NGVD 29 (??/??/92)  245.249  (m)          804.62   (f) ADJ UNCH    1 2
 JZ2354
 JZ2354.Superseded values are not recommended for survey control.
 JZ2354
 JZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2354.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2354
 JZ2354_MARKER: DB = BENCH MARK DISK
 JZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2354_STAMPING: P 245 1947
 JZ2354_MARK LOGO: CGS
 JZ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2354+STABILITY: SURFACE MOTION
 JZ2354
 JZ2354  HISTORY     - Date     Condition        Report By
 JZ2354  HISTORY     - 1947     MONUMENTED       CGS
 JZ2354  HISTORY     - 1968     POOR             CGS
 JZ2354  HISTORY     - 1976     GOOD             LOCSUR
 JZ2354  HISTORY     - 1986     GOOD             NGS
 JZ2354
 JZ2354                          STATION DESCRIPTION
 JZ2354
 JZ2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2354'1 MI NW FROM ACTON.
 JZ2354'ABOUT 1.0 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2354'FROM THE STATION AT ACTON, BETWEEN POLES 97/35 AND 36, 32 FEET
 JZ2354'NORTHEAST OF THE NORTHEAST RAIL, 8.5 FEET SOUTHEAST OF POWER
 JZ2354'POLE NO. 20, 32 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 JZ2354'ROAD PARALLELING THE TRACKS, IN LINE WITH THE ROW OF POWER
 JZ2354'POLES, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2354'6 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ2354'PROJECTING 5 INCHES.  NOTE-- THE MARK IS IN GOOD CONDITION AT
 JZ2354'THE PRESENT TIME, BUT IS IN DANGER OF BEING DESTROYED
 JZ2354'ACCIDENTALLY BY CLEARING CREWS BECAUSE WITNESS POSTS ARE GONE.
 JZ2354
 JZ2354                          STATION RECOVERY (1968)
 JZ2354
 JZ2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JZ2354'MARK RECOVERED IN POOR CONDITION.
 JZ2354
 JZ2354                          STATION RECOVERY (1976)
 JZ2354
 JZ2354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2354'RECOVERED IN GOOD CONDITION.
 JZ2354
 JZ2354                          STATION RECOVERY (1986)
 JZ2354
 JZ2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2354'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 JZ2354'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 465 FROM ITS JUNCTION WITH
 JZ2354'INTERSTATE HIGHWAY 74 IN SOUTHEAST INDIANAPOLIS, THENCE 8.3 KM (5.15
 JZ2354'MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.  DELETE--32 FEET
 JZ2354'SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACKS.
 JZ2354'ADD--9.8 M (32.2 FT) SOUTHWEST OF THE CENTERLINE OF SOUTHPORT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1109 ***********************************************************************
 LA1109  DESIGNATION -  P 246
 LA1109  PID         -  LA1109
 LA1109  STATE/COUNTY-  IN/RANDOLPH
 LA1109  COUNTRY     -  US
 LA1109  USGS QUAD   -  MODOC (2019)
 LA1109
 LA1109                         *CURRENT SURVEY CONTROL
 LA1109  ______________________________________________________________________
 LA1109* NAD 83(1986) POSITION- 40 03 44.     (N) 085 08 43.     (W)   SCALED
 LA1109* NAVD 88 ORTHO HEIGHT -   354.177 (meters)     1162.00  (feet) ADJUSTED
 LA1109  ______________________________________________________________________
 LA1109  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 LA1109  DYNAMIC HEIGHT  -        353.985 (meters)     1161.37  (feet) COMP
 LA1109  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 LA1109
 LA1109  VERT ORDER      -  SECOND    CLASS 0
 LA1109
 LA1109.The horizontal coordinates were scaled from a map and have
 LA1109.an estimated accuracy of +/- 6 seconds.
 LA1109
 LA1109.The orthometric height was determined by differential leveling and
 LA1109.adjusted by the NATIONAL GEODETIC SURVEY
 LA1109.in June 1991.
 LA1109
 LA1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1109.GEOID18 height accuracy estimate available here.
 LA1109
 LA1109.Click photographs - Photos may exist for this station.
 LA1109
 LA1109.The dynamic height is computed by dividing the NAVD 88
 LA1109.geopotential number by the normal gravity value computed on the
 LA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1109.degrees latitude (g = 980.6199 gals.).
 LA1109
 LA1109.The modeled gravity was interpolated from observed gravity values.
 LA1109
 LA1109;                    North         East    Units  Estimated Accuracy
 LA1109;SPC IN E     -   534,560.      144,480.      MT  (+/- 180 meters Scaled)
 LA1109
 LA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK581363(NAD 83)
 LA1109
 LA1109                          SUPERSEDED SURVEY CONTROL
 LA1109
 LA1109  NGVD 29 (??/??/92)  354.312  (m)         1162.44   (f) ADJ UNCH    2 0
 LA1109
 LA1109.Superseded values are not recommended for survey control.
 LA1109
 LA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1109.See file dsdata.pdf to determine how the superseded data were derived.
 LA1109
 LA1109_MARKER: DB = BENCH MARK DISK
 LA1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1109_STAMPING: P 246 1947
 LA1109_MARK LOGO: CGS
 LA1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1109+STABILITY: SURFACE MOTION
 LA1109
 LA1109  HISTORY     - Date     Condition        Report By
 LA1109  HISTORY     - 1947     MONUMENTED       CGS
 LA1109
 LA1109                          STATION DESCRIPTION
 LA1109
 LA1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1109'2 MI NW FROM MODOC.
 LA1109'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1109'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 1.0 MILE WEST ALONG
 LA1109'A GRAVEL ROAD, AT A GRAVEL CROSS ROAD, 16 FEET SOUTH OF THE CENTER
 LA1109'LINE OF THE ROAD, 55 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA1109'ROAD, 35 FEET EAST OF A FENCE CORNER POST, 34 FEET EAST OF A
 LA1109'POWER POLE, 1 FOOT NORTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1109'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1129 ***********************************************************************
 LA1129  DESIGNATION -  P 247
 LA1129  PID         -  LA1129
 LA1129  STATE/COUNTY-  IN/HENRY
 LA1129  COUNTRY     -  US
 LA1129  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1129
 LA1129                         *CURRENT SURVEY CONTROL
 LA1129  ______________________________________________________________________
 LA1129* NAD 83(1986) POSITION- 40 03 20.22   (N) 085 26 33.80   (W)   HD_HELD1
 LA1129* NAVD 88 ORTHO HEIGHT -   309.840 (meters)     1016.53  (feet) ADJUSTED
 LA1129  ______________________________________________________________________
 LA1129  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 LA1129  DYNAMIC HEIGHT  -        309.672 (meters)     1015.98  (feet) COMP
 LA1129  MODELED GRAVITY -    980,074.3   (mgal)                       NAVD 88
 LA1129
 LA1129  VERT ORDER      -  SECOND    CLASS 0
 LA1129
 LA1129.The horizontal coordinates were determined by differentially corrected
 LA1129.hand held GPS observations or other comparable positioning techniques
 LA1129.and have an estimated accuracy of +/- 3 meters.
 LA1129
 LA1129.The orthometric height was determined by differential leveling and
 LA1129.adjusted by the NATIONAL GEODETIC SURVEY
 LA1129.in June 1991.
 LA1129
 LA1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1129.GEOID18 height accuracy estimate available here.
 LA1129
 LA1129.Click photographs - Photos may exist for this station.
 LA1129
 LA1129.The dynamic height is computed by dividing the NAVD 88
 LA1129.geopotential number by the normal gravity value computed on the
 LA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1129.degrees latitude (g = 980.6199 gals.).
 LA1129
 LA1129.The modeled gravity was interpolated from observed gravity values.
 LA1129
 LA1129;                    North         East    Units  Estimated Accuracy
 LA1129;SPC IN E     -   533,716.9     119,107.3     MT  (+/- 3 meters HH1 GPS) 
 LA1129
 LA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3282335091(NAD 83)
 LA1129
 LA1129                          SUPERSEDED SURVEY CONTROL
 LA1129
 LA1129  NGVD 29 (??/??/92)  309.973  (m)         1016.97   (f) ADJ UNCH    2 0
 LA1129
 LA1129.Superseded values are not recommended for survey control.
 LA1129
 LA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1129.See file dsdata.pdf to determine how the superseded data were derived.
 LA1129
 LA1129_MARKER: DB = BENCH MARK DISK
 LA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1129_STAMPING: P 247 1947
 LA1129_MARK LOGO: CGS
 LA1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1129+STABILITY: SURFACE MOTION
 LA1129
 LA1129  HISTORY     - Date     Condition        Report By
 LA1129  HISTORY     - 1947     MONUMENTED       CGS
 LA1129
 LA1129                          STATION DESCRIPTION
 LA1129
 LA1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1129'3.4 MI W FROM SPRINGPORT.
 LA1129'ABOUT 2.8 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1129'AT SPRINGPORT, THENCE ABOUT 0.6 MILE NORTH ALONG A BLACK TOP
 LA1129'ROAD, AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST TO
 LA1129'MIDDLETOWN, ABOUT 4.95 MILES EAST OF THE POST OFFICE AT
 LA1129'MIDDLETOWN, 81 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1129'ROAD, 15.5 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 64
 LA1129'FEET WEST OF A ROUND CONCRETE FENCE CORNER POST, 167 FEET EAST
 LA1129'OF A ROUND FENCE CORNER AND GATE POST, 11.5 FEET WEST OF POWER
 LA1129'POLE NO. 533/798, 2 FEET SOUTH OF THE FENCE LINE, ABOUT LEVEL
 LA1129'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1129'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2483 ***********************************************************************
 LA2483  DESIGNATION -  P 247 RESET
 LA2483  PID         -  LA2483
 LA2483  STATE/COUNTY-  IN/HENRY
 LA2483  COUNTRY     -  US
 LA2483  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA2483
 LA2483                         *CURRENT SURVEY CONTROL
 LA2483  ______________________________________________________________________
 LA2483* NAD 83(1986) POSITION- 40 03 19.     (N) 085 26 34.     (W)   SCALED
 LA2483* NAVD 88 ORTHO HEIGHT -   196.47  (+/-2cm)      644.6   (feet) VERTCON3
 LA2483  ______________________________________________________________________
 LA2483  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 LA2483  VERT ORDER      -  THIRD (See Below)
 LA2483
 LA2483.The horizontal coordinates were scaled from a map and have
 LA2483.an estimated accuracy of +/- 6 seconds.
 LA2483
 LA2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2483
 LA2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2483.GEOID18 height accuracy estimate available here.
 LA2483
 LA2483.The vertical order pertains to the NGVD 29 superseded value.
 LA2483
 LA2483.Click photographs - Photos may exist for this station.
 LA2483
 LA2483;                    North         East    Units  Estimated Accuracy
 LA2483;SPC IN E     -   533,680.      119,100.      MT  (+/- 180 meters Scaled)
 LA2483
 LA2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK328350(NAD 83)
 LA2483
 LA2483                          SUPERSEDED SURVEY CONTROL
 LA2483
 LA2483  NGVD 29 (08/22/16)  196.60   (m)          645.0    (f) RESET       3  
 LA2483
 LA2483.Superseded values are not recommended for survey control.
 LA2483
 LA2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2483.See file dsdata.pdf to determine how the superseded data were derived.
 LA2483
 LA2483_MARKER: DV = VERTICAL CONTROL DISK
 LA2483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA2483_SP_SET: STEP
 LA2483_STAMPING: P 247 RESET 1983
 LA2483_MARK LOGO: NGS
 LA2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2483
 LA2483  HISTORY     - Date     Condition        Report By
 LA2483  HISTORY     - 1983     MONUMENTED       NGS
 LA2483
 LA2483                          STATION DESCRIPTION
 LA2483
 LA2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LA2483'IN PERU.
 LA2483'IN THE STEP AND SIDEWALK AT THE EAST END OF THE OLD RAILROAD STATION
 LA2483'BUILDING, WHICH IS NOW THE OFFICE FOR THE SOUTH SIDE USED CAR LOT,
 LA2483'JUST NORTH OF THE HIGHWAY 19 BRIDGE OVER THE WABASH RIVER.  LOCATED
 LA2483'31.394 M (103.0 FT) NORTH FROM THE NORTHWEST CORNER OF BRIDGE, 15.545
 LA2483'M (51.0 FT) WEST FROM THE CENTER OF STATE HIGHWAY 19, 7.315 M
 LA2483'(24.0 FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 3.353 M
 LA2483'(11.0 FT) EAST FROM THE EAST FACE OF OLD RAILROAD STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1690 ***********************************************************************
 JZ1690  DESIGNATION -  P 248
 JZ1690  PID         -  JZ1690
 JZ1690  STATE/COUNTY-  IN/HENRY
 JZ1690  COUNTRY     -  US
 JZ1690  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1690
 JZ1690                         *CURRENT SURVEY CONTROL
 JZ1690  ______________________________________________________________________
 JZ1690* NAD 83(1986) POSITION- 39 59 25.     (N) 085 28 49.     (W)   SCALED
 JZ1690* NAVD 88 ORTHO HEIGHT -   322.655 (meters)     1058.58  (feet) ADJUSTED
 JZ1690  ______________________________________________________________________
 JZ1690  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 JZ1690  DYNAMIC HEIGHT  -        322.476 (meters)     1057.99  (feet) COMP
 JZ1690  MODELED GRAVITY -    980,063.4   (mgal)                       NAVD 88
 JZ1690
 JZ1690  VERT ORDER      -  SECOND    CLASS 0
 JZ1690
 JZ1690.The horizontal coordinates were scaled from a map and have
 JZ1690.an estimated accuracy of +/- 6 seconds.
 JZ1690
 JZ1690.The orthometric height was determined by differential leveling and
 JZ1690.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1690.in June 1991.
 JZ1690
 JZ1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1690.GEOID18 height accuracy estimate available here.
 JZ1690
 JZ1690.Click photographs - Photos may exist for this station.
 JZ1690
 JZ1690.The dynamic height is computed by dividing the NAVD 88
 JZ1690.geopotential number by the normal gravity value computed on the
 JZ1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1690.degrees latitude (g = 980.6199 gals.).
 JZ1690
 JZ1690.The modeled gravity was interpolated from observed gravity values.
 JZ1690
 JZ1690;                    North         East    Units  Estimated Accuracy
 JZ1690;SPC IN E     -   526,460.      115,920.      MT  (+/- 180 meters Scaled)
 JZ1690
 JZ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297277(NAD 83)
 JZ1690
 JZ1690                          SUPERSEDED SURVEY CONTROL
 JZ1690
 JZ1690  NGVD 29 (??/??/92)  322.783  (m)         1059.00   (f) ADJ UNCH    2 0
 JZ1690
 JZ1690.Superseded values are not recommended for survey control.
 JZ1690
 JZ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1690.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1690
 JZ1690_MARKER: DB = BENCH MARK DISK
 JZ1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1690_STAMPING: P 248 1947
 JZ1690_MARK LOGO: CGS
 JZ1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1690+STABILITY: SURFACE MOTION
 JZ1690
 JZ1690  HISTORY     - Date     Condition        Report By
 JZ1690  HISTORY     - 1947     MONUMENTED       CGS
 JZ1690
 JZ1690                          STATION DESCRIPTION
 JZ1690
 JZ1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1690'3 MI NE FROM CADIZ.
 JZ1690'ABOUT 0.7 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MAIN
 JZ1690'CROSSROADS AT CADIZ, THENCE ABOUT 0.25 MILE EAST AND 2.0 MILES
 JZ1690'NORTH ALONG BLACK TOP ROADS, AT A GRAVEL CROSS ROAD, ABOUT 1.0
 JZ1690'MILE SOUTH OF U.S. HIGHWAY 36, 61 FEET EAST OF THE CENTER LINE
 JZ1690'OF THE ROAD NORTH, 14 FEET NORTH OF THE CENTER LINE OF THE CROSS
 JZ1690'ROAD, 40 FEET EAST OF A FENCE CORNER POST, 1 FOOT SOUTH OF THE
 JZ1690'FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1690'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1140 ***********************************************************************
 LA1140  DESIGNATION -  P 249
 LA1140  PID         -  LA1140
 LA1140  STATE/COUNTY-  IN/DELAWARE
 LA1140  COUNTRY     -  US
 LA1140  USGS QUAD   -  MODOC (2019)
 LA1140
 LA1140                         *CURRENT SURVEY CONTROL
 LA1140  ______________________________________________________________________
 LA1140* NAD 83(1986) POSITION- 40 06 03.     (N) 085 14 00.     (W)   SCALED
 LA1140* NAVD 88 ORTHO HEIGHT -   315.861 (meters)     1036.29  (feet) ADJUSTED
 LA1140  ______________________________________________________________________
 LA1140  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 LA1140  DYNAMIC HEIGHT  -        315.689 (meters)     1035.72  (feet) COMP
 LA1140  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 LA1140
 LA1140  VERT ORDER      -  SECOND    CLASS 0
 LA1140
 LA1140.The horizontal coordinates were scaled from a map and have
 LA1140.an estimated accuracy of +/- 6 seconds.
 LA1140
 LA1140.The orthometric height was determined by differential leveling and
 LA1140.adjusted by the NATIONAL GEODETIC SURVEY
 LA1140.in June 1991.
 LA1140
 LA1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1140.GEOID18 height accuracy estimate available here.
 LA1140
 LA1140.Click photographs - Photos may exist for this station.
 LA1140
 LA1140.The dynamic height is computed by dividing the NAVD 88
 LA1140.geopotential number by the normal gravity value computed on the
 LA1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1140.degrees latitude (g = 980.6199 gals.).
 LA1140
 LA1140.The modeled gravity was interpolated from observed gravity values.
 LA1140
 LA1140;                    North         East    Units  Estimated Accuracy
 LA1140;SPC IN E     -   538,800.      136,950.      MT  (+/- 180 meters Scaled)
 LA1140
 LA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK505404(NAD 83)
 LA1140
 LA1140                          SUPERSEDED SURVEY CONTROL
 LA1140
 LA1140  NGVD 29 (??/??/92)  315.998  (m)         1036.74   (f) ADJ UNCH    2 0
 LA1140
 LA1140.Superseded values are not recommended for survey control.
 LA1140
 LA1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1140.See file dsdata.pdf to determine how the superseded data were derived.
 LA1140
 LA1140_MARKER: DB = BENCH MARK DISK
 LA1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1140_SP_SET: BRIDGE
 LA1140_STAMPING: P 249 1947
 LA1140_MARK LOGO: CGS
 LA1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1140
 LA1140  HISTORY     - Date     Condition        Report By
 LA1140  HISTORY     - 1947     MONUMENTED       CGS
 LA1140
 LA1140                          STATION DESCRIPTION
 LA1140
 LA1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1140'3.1 MI N FROM BLOUNTSVILLE.
 LA1140'ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL
 LA1140'BUILDING AT BLOUNTSVILLE, THENCE 0.25 MILE EAST AND 0.7 MILE
 LA1140'NORTH ALONG GRAVEL ROADS, ABOUT 0.35 MILE SOUTH OF A CROSS ROAD,
 LA1140'IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF AN 80-FOOT
 LA1140'STEEL BRIDGE OVER STONEY CREEK, 6 FEET SOUTHEAST OF THE
 LA1140'NORTHWEST END OF THE WINGWALL, 14 FEET WEST OF THE CENTER LINE
 LA1140'OF THE ROAD, AND ABOUT 2.5 FEET BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1155 ***********************************************************************
 LA1155  DESIGNATION -  P 250
 LA1155  PID         -  LA1155
 LA1155  STATE/COUNTY-  IN/DELAWARE
 LA1155  COUNTRY     -  US
 LA1155  USGS QUAD   -  MUNCIE WEST (2019)
 LA1155
 LA1155                         *CURRENT SURVEY CONTROL
 LA1155  ______________________________________________________________________
 LA1155* NAD 83(1986) POSITION- 40 08 45.     (N) 085 22 45.     (W)   SCALED
 LA1155* NAVD 88 ORTHO HEIGHT -   292.327 (meters)      959.08  (feet) ADJUSTED
 LA1155  ______________________________________________________________________
 LA1155  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 LA1155  DYNAMIC HEIGHT  -        292.170 (meters)      958.56  (feet) COMP
 LA1155  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LA1155
 LA1155  VERT ORDER      -  SECOND    CLASS 0
 LA1155
 LA1155.The horizontal coordinates were scaled from a map and have
 LA1155.an estimated accuracy of +/- 6 seconds.
 LA1155
 LA1155.The orthometric height was determined by differential leveling and
 LA1155.adjusted by the NATIONAL GEODETIC SURVEY
 LA1155.in June 1991.
 LA1155
 LA1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1155.GEOID18 height accuracy estimate available here.
 LA1155
 LA1155.Click photographs - Photos may exist for this station.
 LA1155
 LA1155.The dynamic height is computed by dividing the NAVD 88
 LA1155.geopotential number by the normal gravity value computed on the
 LA1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1155.degrees latitude (g = 980.6199 gals.).
 LA1155
 LA1155.The modeled gravity was interpolated from observed gravity values.
 LA1155
 LA1155;                    North         East    Units  Estimated Accuracy
 LA1155;SPC IN E     -   543,750.      124,500.      MT  (+/- 180 meters Scaled)
 LA1155
 LA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK380452(NAD 83)
 LA1155
 LA1155                          SUPERSEDED SURVEY CONTROL
 LA1155
 LA1155  NGVD 29 (??/??/92)  292.462  (m)          959.52   (f) ADJ UNCH    2 0
 LA1155
 LA1155.Superseded values are not recommended for survey control.
 LA1155
 LA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1155.See file dsdata.pdf to determine how the superseded data were derived.
 LA1155
 LA1155_MARKER: DB = BENCH MARK DISK
 LA1155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1155_SP_SET: CULVERT HEADWALL
 LA1155_STAMPING: P 250 1947
 LA1155_MARK LOGO: CGS
 LA1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1155+STABILITY: SURFACE MOTION
 LA1155
 LA1155  HISTORY     - Date     Condition        Report By
 LA1155  HISTORY     - 1947     MONUMENTED       CGS
 LA1155
 LA1155                          STATION DESCRIPTION
 LA1155
 LA1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1155'3.4 MI S FROM MUNCIE.
 LA1155'ABOUT 2.65 MILES SOUTH ALONG SOUTH WALNUT STREET FROM THE COURT
 LA1155'HOUSE AT MUNCIE, THENCE ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY
 LA1155'3, ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 67,
 LA1155'0.2 MILE SOUTH OF A BLACK TOP CROSS ROAD, IN THE TOP OF THE NORTH
 LA1155'END OF THE 9-FOOT CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT,
 LA1155'55 FEET NORTH OF THE CENTER LINE OF A DRIVE LEADING WEST TO A
 LA1155'FARM HOUSE, 18 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 LA1155'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1636 ***********************************************************************
 JZ1636  DESIGNATION -  P 251
 JZ1636  PID         -  JZ1636
 JZ1636  STATE/COUNTY-  IN/HENRY
 JZ1636  COUNTRY     -  US
 JZ1636  USGS QUAD   -  DUNREITH (2019)
 JZ1636
 JZ1636                         *CURRENT SURVEY CONTROL
 JZ1636  ______________________________________________________________________
 JZ1636* NAD 83(1986) POSITION- 39 49 51.     (N) 085 26 01.     (W)   SCALED
 JZ1636* NAVD 88 ORTHO HEIGHT -   320.579 (meters)     1051.77  (feet) ADJUSTED
 JZ1636  ______________________________________________________________________
 JZ1636  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 JZ1636  DYNAMIC HEIGHT  -        320.396 (meters)     1051.17  (feet) COMP
 JZ1636  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 JZ1636
 JZ1636  VERT ORDER      -  SECOND    CLASS 0
 JZ1636
 JZ1636.The horizontal coordinates were scaled from a map and have
 JZ1636.an estimated accuracy of +/- 6 seconds.
 JZ1636
 JZ1636.The orthometric height was determined by differential leveling and
 JZ1636.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1636.in June 1991.
 JZ1636
 JZ1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1636.GEOID18 height accuracy estimate available here.
 JZ1636
 JZ1636.Click photographs - Photos may exist for this station.
 JZ1636
 JZ1636.The dynamic height is computed by dividing the NAVD 88
 JZ1636.geopotential number by the normal gravity value computed on the
 JZ1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1636.degrees latitude (g = 980.6199 gals.).
 JZ1636
 JZ1636.The modeled gravity was interpolated from observed gravity values.
 JZ1636
 JZ1636;                    North         East    Units  Estimated Accuracy
 JZ1636;SPC IN E     -   508,760.      119,950.      MT  (+/- 180 meters Scaled)
 JZ1636
 JZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340101(NAD 83)
 JZ1636
 JZ1636                          SUPERSEDED SURVEY CONTROL
 JZ1636
 JZ1636  NGVD 29 (??/??/92)  320.707  (m)         1052.19   (f) ADJ UNCH    2 0
 JZ1636
 JZ1636.Superseded values are not recommended for survey control.
 JZ1636
 JZ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1636.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1636
 JZ1636_MARKER: DB = BENCH MARK DISK
 JZ1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1636_STAMPING: P 251 1947
 JZ1636_MARK LOGO: CGS
 JZ1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1636+STABILITY: SURFACE MOTION
 JZ1636
 JZ1636  HISTORY     - Date     Condition        Report By
 JZ1636  HISTORY     - 1947     MONUMENTED       CGS
 JZ1636
 JZ1636                          STATION DESCRIPTION
 JZ1636
 JZ1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1636'0.4 MI S FROM SPICELAND.
 JZ1636'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE NEW YORK,
 JZ1636'CHICAGO AND ST. LOUIS RAILROAD STATION AT SPICELAND, AT AN
 JZ1636'EAST-WEST CROSSROAD, 16 FEET EAST OF THE EAST RAIL OF THE
 JZ1636'RAILROAD TRACK, 74 FEET EAST AND ACROSS THE TRACK FROM THE
 JZ1636'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE
 JZ1636'OF THE CROSSROAD, 1.3 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE,
 JZ1636'8 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 JZ1636'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN
 JZ1636'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2431 ***********************************************************************
 JZ2431  DESIGNATION -  P 252
 JZ2431  PID         -  JZ2431
 JZ2431  STATE/COUNTY-  IN/HENRY
 JZ2431  COUNTRY     -  US
 JZ2431  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2431
 JZ2431                         *CURRENT SURVEY CONTROL
 JZ2431  ______________________________________________________________________
 JZ2431* NAD 83(1986) POSITION- 39 48 09.     (N) 085 30 15.     (W)   SCALED
 JZ2431* NAVD 88 ORTHO HEIGHT -   280.966 (meters)      921.80  (feet) ADJUSTED
 JZ2431  ______________________________________________________________________
 JZ2431  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 JZ2431  DYNAMIC HEIGHT  -        280.806 (meters)      921.28  (feet) COMP
 JZ2431  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 JZ2431
 JZ2431  VERT ORDER      -  SECOND    CLASS 0
 JZ2431
 JZ2431.The horizontal coordinates were scaled from a map and have
 JZ2431.an estimated accuracy of +/- 6 seconds.
 JZ2431
 JZ2431.The orthometric height was determined by differential leveling and
 JZ2431.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2431.in June 1991.
 JZ2431
 JZ2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2431.GEOID18 height accuracy estimate available here.
 JZ2431
 JZ2431.Click photographs - Photos may exist for this station.
 JZ2431
 JZ2431.The dynamic height is computed by dividing the NAVD 88
 JZ2431.geopotential number by the normal gravity value computed on the
 JZ2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2431.degrees latitude (g = 980.6199 gals.).
 JZ2431
 JZ2431.The modeled gravity was interpolated from observed gravity values.
 JZ2431
 JZ2431;                    North         East    Units  Estimated Accuracy
 JZ2431;SPC IN E     -   505,600.      113,920.      MT  (+/- 180 meters Scaled)
 JZ2431
 JZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK280069(NAD 83)
 JZ2431
 JZ2431                          SUPERSEDED SURVEY CONTROL
 JZ2431
 JZ2431  NGVD 29 (??/??/92)  281.095  (m)          922.23   (f) ADJ UNCH    2 0
 JZ2431
 JZ2431.Superseded values are not recommended for survey control.
 JZ2431
 JZ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2431.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2431
 JZ2431_MARKER: DB = BENCH MARK DISK
 JZ2431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2431_SP_SET: BRIDGE
 JZ2431_STAMPING: P 252 1947
 JZ2431_MARK LOGO: CGS
 JZ2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2431
 JZ2431  HISTORY     - Date     Condition        Report By
 JZ2431  HISTORY     - 1947     MONUMENTED       CGS
 JZ2431
 JZ2431                          STATION DESCRIPTION
 JZ2431
 JZ2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2431'1.4 MI E FROM KNIGHTSTOWN.
 JZ2431'ABOUT 1.4 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC
 JZ2431'LIBRARY AT KNIGHTSTOWN, ON THE NORTH SIDE OF THE HIGHWAY OPPOSITE
 JZ2431'A GRAVEL ROAD LEADING SOUTHEAST UP A HILL TO A TOURIST CABIN
 JZ2431'CAMP, IN THE TOP OF THE NORTHWEST WINGWALL OF CONCRETE BRIDGE
 JZ2431'NUMBER 56, ABOUT ONE-HALF FOOT NORTH OF THE HEADWALL AND ABOUT
 JZ2431'1 1/2 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1544 ***********************************************************************
 JZ1544  DESIGNATION -  P 253
 JZ1544  PID         -  JZ1544
 JZ1544  STATE/COUNTY-  IN/HENRY
 JZ1544  COUNTRY     -  US
 JZ1544  USGS QUAD   -  LEWISVILLE (2019)
 JZ1544
 JZ1544                         *CURRENT SURVEY CONTROL
 JZ1544  ______________________________________________________________________
 JZ1544* NAD 83(1986) POSITION- 39 49 21.     (N) 085 15 45.     (W)   SCALED
 JZ1544* NAVD 88 ORTHO HEIGHT -   323.025 (meters)     1059.79  (feet) ADJUSTED
 JZ1544  ______________________________________________________________________
 JZ1544  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ1544  DYNAMIC HEIGHT  -        322.838 (meters)     1059.18  (feet) COMP
 JZ1544  MODELED GRAVITY -    980,038.1   (mgal)                       NAVD 88
 JZ1544
 JZ1544  VERT ORDER      -  SECOND    CLASS 0
 JZ1544
 JZ1544.The horizontal coordinates were scaled from a map and have
 JZ1544.an estimated accuracy of +/- 6 seconds.
 JZ1544
 JZ1544.The orthometric height was determined by differential leveling and
 JZ1544.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1544.in June 1991.
 JZ1544
 JZ1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1544.GEOID18 height accuracy estimate available here.
 JZ1544
 JZ1544.Click photographs - Photos may exist for this station.
 JZ1544
 JZ1544.The dynamic height is computed by dividing the NAVD 88
 JZ1544.geopotential number by the normal gravity value computed on the
 JZ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1544.degrees latitude (g = 980.6199 gals.).
 JZ1544
 JZ1544.The modeled gravity was interpolated from observed gravity values.
 JZ1544
 JZ1544;                    North         East    Units  Estimated Accuracy
 JZ1544;SPC IN E     -   507,890.      134,600.      MT  (+/- 180 meters Scaled)
 JZ1544
 JZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486095(NAD 83)
 JZ1544
 JZ1544                          SUPERSEDED SURVEY CONTROL
 JZ1544
 JZ1544  NGVD 29 (??/??/92)  323.157  (m)         1060.22   (f) ADJ UNCH    2 0
 JZ1544
 JZ1544.Superseded values are not recommended for survey control.
 JZ1544
 JZ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1544.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1544
 JZ1544_MARKER: DB = BENCH MARK DISK
 JZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1544_STAMPING: P 253 1947
 JZ1544_MARK LOGO: CGS
 JZ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1544+STABILITY: SURFACE MOTION
 JZ1544
 JZ1544  HISTORY     - Date     Condition        Report By
 JZ1544  HISTORY     - 1947     MONUMENTED       CGS
 JZ1544
 JZ1544                          STATION DESCRIPTION
 JZ1544
 JZ1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1544'2.9 MI S FROM NEW LISBON.
 JZ1544'ABOUT 2.9 MILES SOUTH ALONG A PAVED ROAD FROM THE NEW YORK, CHICAGO
 JZ1544'AND ST. LOUIS RAILROAD STATION AT NEW LISBON, ABOUT 0.8 MILE NORTH
 JZ1544'OF THE JUNCTION WITH U.S. HIGHWAY 40, AT THE JUNCTION WITH A FARM
 JZ1544'ROAD LEADING WEST, 19 FEET WEST OF THE CENTER LINE OF THE
 JZ1544'NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE FARM
 JZ1544'ROAD LEADING WEST, 1 FOOT EAST OF A FENCE, 7.5 FEET SOUTH OF A
 JZ1544'FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1544'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1544'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1575 ***********************************************************************
 JZ1575  DESIGNATION -  P 254
 JZ1575  PID         -  JZ1575
 JZ1575  STATE/COUNTY-  IN/WAYNE
 JZ1575  COUNTRY     -  US
 JZ1575  USGS QUAD   -  JACKSONBURG (2019)
 JZ1575
 JZ1575                         *CURRENT SURVEY CONTROL
 JZ1575  ______________________________________________________________________
 JZ1575* NAD 83(1986) POSITION- 39 51 38.     (N) 085 06 26.     (W)   SCALED
 JZ1575* NAVD 88 ORTHO HEIGHT -   302.770 (meters)      993.34  (feet) ADJUSTED
 JZ1575  ______________________________________________________________________
 JZ1575  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 JZ1575  DYNAMIC HEIGHT  -        302.597 (meters)      992.77  (feet) COMP
 JZ1575  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 JZ1575
 JZ1575  VERT ORDER      -  SECOND    CLASS 0
 JZ1575
 JZ1575.The horizontal coordinates were scaled from a map and have
 JZ1575.an estimated accuracy of +/- 6 seconds.
 JZ1575
 JZ1575.The orthometric height was determined by differential leveling and
 JZ1575.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1575.in June 1991.
 JZ1575
 JZ1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1575.GEOID18 height accuracy estimate available here.
 JZ1575
 JZ1575.Click photographs - Photos may exist for this station.
 JZ1575
 JZ1575.The dynamic height is computed by dividing the NAVD 88
 JZ1575.geopotential number by the normal gravity value computed on the
 JZ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1575.degrees latitude (g = 980.6199 gals.).
 JZ1575
 JZ1575.The modeled gravity was interpolated from observed gravity values.
 JZ1575
 JZ1575;                    North         East    Units  Estimated Accuracy
 JZ1575;SPC IN E     -   512,190.      147,870.      MT  (+/- 180 meters Scaled)
 JZ1575
 JZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK619139(NAD 83)
 JZ1575
 JZ1575                          SUPERSEDED SURVEY CONTROL
 JZ1575
 JZ1575  NGVD 29 (??/??/92)  302.911  (m)          993.80   (f) ADJ UNCH    2 0
 JZ1575
 JZ1575.Superseded values are not recommended for survey control.
 JZ1575
 JZ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1575.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1575
 JZ1575_MARKER: DB = BENCH MARK DISK
 JZ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1575_STAMPING: P 254 1947
 JZ1575_MARK LOGO: CGS
 JZ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1575+STABILITY: SURFACE MOTION
 JZ1575
 JZ1575  HISTORY     - Date     Condition        Report By
 JZ1575  HISTORY     - 1947     MONUMENTED       CGS
 JZ1575
 JZ1575                          STATION DESCRIPTION
 JZ1575
 JZ1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1575'0.8 MI N FROM JACKSONBURG.
 JZ1575'ABOUT 0.8 MILE NORTH ALONG A PAVED ROAD FROM THE CHRISTIAN CHURCH
 JZ1575'AT JACKSONBURG, ABOUT 0.4 MILE SOUTH OF THE JUNCTION WITH A ROAD
 JZ1575'LEADING WEST, ABOUT 50 YARDS NORTH OF A RIGHT-ANGLE TURN, 21
 JZ1575'FEET WEST OF THE CENTER LINE OF THE ROAD, 16.5 FEET NORTH OF A
 JZ1575'20-INCH BLACK WALNUT TREE, 13 FEET NORTHWEST OF POWER POLE
 JZ1575'NUMBER 547-066, 11.5 FEET NORTH OF A FENCE CORNER, 1.3 FEET
 JZ1575'EAST OF A WIRE FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ1575'POST, 1 FOOT ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST
 JZ1575'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1200 ***********************************************************************
 JZ1200  DESIGNATION -  P 255
 JZ1200  PID         -  JZ1200
 JZ1200  STATE/COUNTY-  IN/WAYNE
 JZ1200  COUNTRY     -  US
 JZ1200  USGS QUAD   -  RICHMOND (2019)
 JZ1200
 JZ1200                         *CURRENT SURVEY CONTROL
 JZ1200  ______________________________________________________________________
 JZ1200* NAD 83(1986) POSITION- 39 46 52.     (N) 084 57 42.     (W)   SCALED
 JZ1200* NAVD 88 ORTHO HEIGHT -   297.464 (meters)      975.93  (feet) ADJUSTED
 JZ1200  ______________________________________________________________________
 JZ1200  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 JZ1200  DYNAMIC HEIGHT  -        297.293 (meters)      975.37  (feet) COMP
 JZ1200  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 JZ1200
 JZ1200  VERT ORDER      -  SECOND    CLASS 0
 JZ1200
 JZ1200.The horizontal coordinates were scaled from a map and have
 JZ1200.an estimated accuracy of +/- 6 seconds.
 JZ1200
 JZ1200.The orthometric height was determined by differential leveling and
 JZ1200.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1200.in June 1991.
 JZ1200
 JZ1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1200.GEOID18 height accuracy estimate available here.
 JZ1200
 JZ1200.Click photographs - Photos may exist for this station.
 JZ1200
 JZ1200.The dynamic height is computed by dividing the NAVD 88
 JZ1200.geopotential number by the normal gravity value computed on the
 JZ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1200.degrees latitude (g = 980.6199 gals.).
 JZ1200
 JZ1200.The modeled gravity was interpolated from observed gravity values.
 JZ1200
 JZ1200;                    North         East    Units  Estimated Accuracy
 JZ1200;SPC IN E     -   503,450.      160,390.      MT  (+/- 180 meters Scaled)
 JZ1200
 JZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK745054(NAD 83)
 JZ1200
 JZ1200                          SUPERSEDED SURVEY CONTROL
 JZ1200
 JZ1200  NGVD 29 (??/??/92)  297.610  (m)          976.41   (f) ADJ UNCH    2 0
 JZ1200
 JZ1200.Superseded values are not recommended for survey control.
 JZ1200
 JZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1200.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1200
 JZ1200_MARKER: DB = BENCH MARK DISK
 JZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1200_STAMPING: P 255 1947
 JZ1200_MARK LOGO: CGS
 JZ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1200+STABILITY: SURFACE MOTION
 JZ1200
 JZ1200  HISTORY     - Date     Condition        Report By
 JZ1200  HISTORY     - 1947     MONUMENTED       CGS
 JZ1200
 JZ1200                          STATION DESCRIPTION
 JZ1200
 JZ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1200'4.4 MI SE FROM CENTERVILLE.
 JZ1200'2.5 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION WITH
 JZ1200'U.S. HIGHWAY 40 AT CENTERVILLE, THENCE 0.5 MILE EAST, 0.1
 JZ1200'MILE SOUTH AND 1.35 MILE EAST AND NORTHEAST ALONG WINDING GRAVEL
 JZ1200'ROADS, AT THE JUNCTION WITH A ROAD LEADING SOUTH TO Y.M.C.A.
 JZ1200'CAMP CLEMENTS, 44 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 JZ1200'17 FEET SOUTHEAST OF THE CENTER LINE OF THE WINDING
 JZ1200'NORTHEAST-SOUTHWEST ROAD, 22 FEET NORTHEAST OF A FENCE CORNER,
 JZ1200'1 FOOT NORTHWEST OF A WIRE FENCE LINE, 2 1/2 FEET NORTHEAST OF
 JZ1200'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND
 JZ1200'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ1200'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT RICHMOND BY
 JZ1200'GOING SOUTH ALONG U.S. HIGHWAY 27 FOR 4.4 MILES, THENCE 1.85
 JZ1200'MILE WEST ALONG A PAVED ROAD TO A NORTHEAST-SOUTHWEST GRAVEL
 JZ1200'ROAD INTERSECTION, THENCE 0.3 MILE NORTHWEST OF A JUNCTION WITH A
 JZ1200'ROAD LEADING NORTH AND BM Q 255, THENCE 0.8 MILE NORTHWEST ALONG
 JZ1200'A WINDING GRAVEL ROAD FOLLOWING A SMALL STREAM TO THE JUNCTION
 JZ1200'WITH A NORTHWEST-SOUTHEAST ROAD, THENCE SOUTHEAST ACROSS A
 JZ1200'BRIDGE AND SOUTH THEN SOUTHWEST ALONG A WINDING ROAD FOR 0.3
 JZ1200'MILE TO A ROAD LEADING TO CAMP CLEMENTS AND THE SITE OF THE
 JZ1200'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1926 ***********************************************************************
 JZ1926  DESIGNATION -  P 257
 JZ1926  PID         -  JZ1926
 JZ1926  STATE/COUNTY-  IN/RUSH
 JZ1926  COUNTRY     -  US
 JZ1926  USGS QUAD   -  MILROY (2019)
 JZ1926
 JZ1926                         *CURRENT SURVEY CONTROL
 JZ1926  ______________________________________________________________________
 JZ1926* NAD 83(1986) POSITION- 39 28 56.84   (N) 085 28 43.30   (W)   HD_HELD1
 JZ1926* NAVD 88 ORTHO HEIGHT -   285.038 (meters)      935.16  (feet) ADJUSTED
 JZ1926  ______________________________________________________________________
 JZ1926  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ1926  DYNAMIC HEIGHT  -        284.864 (meters)      934.59  (feet) COMP
 JZ1926  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 JZ1926
 JZ1926  VERT ORDER      -  SECOND    CLASS 0
 JZ1926
 JZ1926.The horizontal coordinates were determined by differentially corrected
 JZ1926.hand held GPS observations or other comparable positioning techniques
 JZ1926.and have an estimated accuracy of +/- 3 meters.
 JZ1926
 JZ1926.The orthometric height was determined by differential leveling and
 JZ1926.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1926.in June 1991.
 JZ1926
 JZ1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1926.GEOID18 height accuracy estimate available here.
 JZ1926
 JZ1926.Click photographs - Photos may exist for this station.
 JZ1926
 JZ1926.The dynamic height is computed by dividing the NAVD 88
 JZ1926.geopotential number by the normal gravity value computed on the
 JZ1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1926.degrees latitude (g = 980.6199 gals.).
 JZ1926
 JZ1926.The modeled gravity was interpolated from observed gravity values.
 JZ1926
 JZ1926;                    North         East    Units  Estimated Accuracy
 JZ1926;SPC IN E     -   470,073.6     116,171.7     MT  (+/- 3 meters HH1 GPS) 
 JZ1926
 JZ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3083671421(NAD 83)
 JZ1926
 JZ1926                          SUPERSEDED SURVEY CONTROL
 JZ1926
 JZ1926  NGVD 29 (??/??/92)  285.166  (m)          935.58   (f) ADJ UNCH    2 0
 JZ1926
 JZ1926.Superseded values are not recommended for survey control.
 JZ1926
 JZ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1926.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1926
 JZ1926_MARKER: DB = BENCH MARK DISK
 JZ1926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1926_SP_SET: CULVERT HEADWALL
 JZ1926_STAMPING: P 257 1947
 JZ1926_MARK LOGO: CGS
 JZ1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1926+STABILITY: SURFACE MOTION
 JZ1926
 JZ1926  HISTORY     - Date     Condition        Report By
 JZ1926  HISTORY     - 1947     MONUMENTED       CGS
 JZ1926
 JZ1926                          STATION DESCRIPTION
 JZ1926
 JZ1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1926'1.5 MI SW FROM MILROY.
 JZ1926'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1926'NATIONAL BANK AT MILROY, THENCE ABOUT 1.1 MILE SOUTH ALONG STATE
 JZ1926'HIGHWAY 3, SET IN THE NORTHWEST QUARTER OF THE INTERSECTION OF AN
 JZ1926'EAST-WEST ROAD (GRAVEL EAST AND BLACK TOP WEST), SET IN THE TOP
 JZ1926'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 14-INCH
 JZ1926'CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 21 FEET WEST
 JZ1926'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER
 JZ1926'LINE OF THE BLACK TOP ROAD WEST, 1 FOOT SOUTH OF THE NORTH END
 JZ1926'OF THE HEAD WALL AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1948 ***********************************************************************
 JZ1948  DESIGNATION -  P 258
 JZ1948  PID         -  JZ1948
 JZ1948  STATE/COUNTY-  IN/RUSH
 JZ1948  COUNTRY     -  US
 JZ1948  USGS QUAD   -  CLARKSBURG (2019)
 JZ1948
 JZ1948                         *CURRENT SURVEY CONTROL
 JZ1948  ______________________________________________________________________
 JZ1948* NAD 83(1986) POSITION- 39 28 01.     (N) 085 20 52.     (W)   SCALED
 JZ1948* NAVD 88 ORTHO HEIGHT -   316.233 (meters)     1037.51  (feet) ADJUSTED
 JZ1948  ______________________________________________________________________
 JZ1948  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ1948  DYNAMIC HEIGHT  -        316.038 (meters)     1036.87  (feet) COMP
 JZ1948  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 JZ1948
 JZ1948  VERT ORDER      -  SECOND    CLASS 0
 JZ1948
 JZ1948.The horizontal coordinates were scaled from a map and have
 JZ1948.an estimated accuracy of +/- 6 seconds.
 JZ1948
 JZ1948.The orthometric height was determined by differential leveling and
 JZ1948.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1948.in June 1991.
 JZ1948
 JZ1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1948.GEOID18 height accuracy estimate available here.
 JZ1948
 JZ1948.Click photographs - Photos may exist for this station.
 JZ1948
 JZ1948.The dynamic height is computed by dividing the NAVD 88
 JZ1948.geopotential number by the normal gravity value computed on the
 JZ1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1948.degrees latitude (g = 980.6199 gals.).
 JZ1948
 JZ1948.The modeled gravity was interpolated from observed gravity values.
 JZ1948
 JZ1948;                    North         East    Units  Estimated Accuracy
 JZ1948;SPC IN E     -   468,380.      127,440.      MT  (+/- 180 meters Scaled)
 JZ1948
 JZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ421698(NAD 83)
 JZ1948
 JZ1948                          SUPERSEDED SURVEY CONTROL
 JZ1948
 JZ1948  NGVD 29 (??/??/92)  316.367  (m)         1037.95   (f) ADJ UNCH    2 0
 JZ1948
 JZ1948.Superseded values are not recommended for survey control.
 JZ1948
 JZ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1948.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1948
 JZ1948_MARKER: DB = BENCH MARK DISK
 JZ1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1948_SP_SET: BOX CULVERT
 JZ1948_STAMPING: P 258 1947
 JZ1948_MARK LOGO: CGS
 JZ1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1948+STABILITY: SURFACE MOTION
 JZ1948
 JZ1948  HISTORY     - Date     Condition        Report By
 JZ1948  HISTORY     - 1947     MONUMENTED       CGS
 JZ1948
 JZ1948                          STATION DESCRIPTION
 JZ1948
 JZ1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1948'2.4 MI N FROM CLARKSBURG.
 JZ1948'ABOUT 2.35 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1948'AT CLARKSBURG, ABOUT 1.0 MILE NORTH OF THE RUSH-DECATUR COUNTY
 JZ1948'LINE, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 JZ1948'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 270 FEET SOUTH OF THE
 JZ1948'CENTER OF THE JUNCTION OF AN EAST-WEST ROAD, 11 FEET WEST OF THE
 JZ1948'CENTER LINE OF THE BLACK TOP ROAD, 1 FOOT NORTH OF THE SOUTH
 JZ1948'END OF THE HEAD WALL AND ABOUT 0.3 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1982 ***********************************************************************
 JZ1982  DESIGNATION -  P 259
 JZ1982  PID         -  JZ1982
 JZ1982  STATE/COUNTY-  IN/DECATUR
 JZ1982  COUNTRY     -  US
 JZ1982  USGS QUAD   -  NEW POINT (2019)
 JZ1982
 JZ1982                         *CURRENT SURVEY CONTROL
 JZ1982  ______________________________________________________________________
 JZ1982* NAD 83(1986) POSITION- 39 18 39.     (N) 085 19 32.     (W)   SCALED
 JZ1982* NAVD 88 ORTHO HEIGHT -   300.238 (meters)      985.03  (feet) ADJUSTED
 JZ1982  ______________________________________________________________________
 JZ1982  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 JZ1982  DYNAMIC HEIGHT  -        300.050 (meters)      984.41  (feet) COMP
 JZ1982  MODELED GRAVITY -    979,993.2   (mgal)                       NAVD 88
 JZ1982
 JZ1982  VERT ORDER      -  SECOND    CLASS 0
 JZ1982
 JZ1982.The horizontal coordinates were scaled from a map and have
 JZ1982.an estimated accuracy of +/- 6 seconds.
 JZ1982
 JZ1982.The orthometric height was determined by differential leveling and
 JZ1982.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1982.in June 1991.
 JZ1982
 JZ1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1982.GEOID18 height accuracy estimate available here.
 JZ1982
 JZ1982.Click photographs - Photos may exist for this station.
 JZ1982
 JZ1982.The dynamic height is computed by dividing the NAVD 88
 JZ1982.geopotential number by the normal gravity value computed on the
 JZ1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1982.degrees latitude (g = 980.6199 gals.).
 JZ1982
 JZ1982.The modeled gravity was interpolated from observed gravity values.
 JZ1982
 JZ1982;                    North         East    Units  Estimated Accuracy
 JZ1982;SPC IN E     -   451,060.      129,420.      MT  (+/- 180 meters Scaled)
 JZ1982
 JZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ443526(NAD 83)
 JZ1982
 JZ1982                          SUPERSEDED SURVEY CONTROL
 JZ1982
 JZ1982  NGVD 29 (??/??/92)  300.370  (m)          985.46   (f) ADJ UNCH    2 0
 JZ1982
 JZ1982.Superseded values are not recommended for survey control.
 JZ1982
 JZ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1982.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1982
 JZ1982_MARKER: DB = BENCH MARK DISK
 JZ1982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1982_SP_SET: CULVERT HEADWALL
 JZ1982_STAMPING: P 259 1947
 JZ1982_MARK LOGO: CGS
 JZ1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1982+STABILITY: SURFACE MOTION
 JZ1982
 JZ1982  HISTORY     - Date     Condition        Report By
 JZ1982  HISTORY     - 1947     MONUMENTED       CGS
 JZ1982
 JZ1982                          STATION DESCRIPTION
 JZ1982
 JZ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1982'AT NEW POINT.
 JZ1982'AT NEW POINT, ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 46 FROM
 JZ1982'THE SCHOOL, IN THE SOUTHEAST QUARTER OF A BLACK TOP ROAD
 JZ1982'CROSSING (ROAD NORTH TO ROSSBURG AND ST. MAURICE), SET IN THE
 JZ1982'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 14-INCH
 JZ1982'CLAY TILE PIPE CULVERT UNDER THE HIGHWAY, 54 FEET EAST OF THE
 JZ1982'CENTER LINE OF THE CROSS ROAD, 30 FEET SOUTH OF THE CENTER LINE
 JZ1982'OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL AND
 JZ1982'ABOUT 1/2-FOOT BELOW THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1867 ***********************************************************************
 LA1867  DESIGNATION -  P 26
 LA1867  PID         -  LA1867
 LA1867  STATE/COUNTY-  IN/GRANT
 LA1867  COUNTRY     -  US
 LA1867  USGS QUAD   -  MARION (2019)
 LA1867
 LA1867                         *CURRENT SURVEY CONTROL
 LA1867  ______________________________________________________________________
 LA1867* NAD 83(1986) POSITION- 40 32 50.     (N) 085 39 19.     (W)   SCALED
 LA1867* NAVD 88 ORTHO HEIGHT -   249.082 (meters)      817.20  (feet) ADJUSTED
 LA1867  ______________________________________________________________________
 LA1867  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1867  DYNAMIC HEIGHT  -        248.955 (meters)      816.78  (feet) COMP
 LA1867  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 LA1867
 LA1867  VERT ORDER      -  SECOND    CLASS 0
 LA1867
 LA1867.The horizontal coordinates were scaled from a map and have
 LA1867.an estimated accuracy of +/- 6 seconds.
 LA1867
 LA1867.The orthometric height was determined by differential leveling and
 LA1867.adjusted by the NATIONAL GEODETIC SURVEY
 LA1867.in June 1991.
 LA1867
 LA1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1867.GEOID18 height accuracy estimate available here.
 LA1867
 LA1867.Click photographs - Photos may exist for this station.
 LA1867
 LA1867.The dynamic height is computed by dividing the NAVD 88
 LA1867.geopotential number by the normal gravity value computed on the
 LA1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1867.degrees latitude (g = 980.6199 gals.).
 LA1867
 LA1867.The modeled gravity was interpolated from observed gravity values.
 LA1867
 LA1867;                    North         East    Units  Estimated Accuracy
 LA1867;SPC IN E     -   588,280.      100,970.      MT  (+/- 180 meters Scaled)
 LA1867
 LA1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1867
 LA1867                          SUPERSEDED SURVEY CONTROL
 LA1867
 LA1867  NGVD 29 (??/??/92)  249.208  (m)          817.61   (f) ADJ UNCH    2 0
 LA1867
 LA1867.Superseded values are not recommended for survey control.
 LA1867
 LA1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1867.See file dsdata.pdf to determine how the superseded data were derived.
 LA1867
 LA1867_MARKER: DB = BENCH MARK DISK
 LA1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1867_STAMPING: P 26 1934
 LA1867_MARK LOGO: CGS
 LA1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1867+STABILITY: SURFACE MOTION
 LA1867
 LA1867  HISTORY     - Date     Condition        Report By
 LA1867  HISTORY     - 1934     MONUMENTED       CGS
 LA1867  HISTORY     - 1946     MARK NOT FOUND   CGS
 LA1867
 LA1867                          STATION DESCRIPTION
 LA1867
 LA1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1867'AT MARION.
 LA1867'AT MARION, GRANT COUNTY, 75 YARDS NORTHWEST OF THE NEW YORK,
 LA1867'CHICAGO AND ST. LOUIS RAILROAD STATION, 60 YARDS NORTH OF THE
 LA1867'CROSSING OF THE PENNSYLVANIA RAILROAD, 45 YARDS NORTH OF THE
 LA1867'SWITCH TOWER AT KENT, 13 YARDS SOUTHWEST OF THE SOUTHWEST RAIL
 LA1867'OF A TROLLEY LINE, AND 3-1/2 YARDS EAST OF THE EAST RAIL OF A
 LA1867'CONNECTING SPUR TRACK.  A STANDARD DISK, STAMPED P 26 1934 AND
 LA1867'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 LA1867'GROUND.  NOTE-- MARK THOROUGHLY SEARCHED FOR BUT NOT RECOVERED
 LA1867'IN OCTOBER 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1971 ***********************************************************************
 JZ1971  DESIGNATION -  P 260
 JZ1971  PID         -  JZ1971
 JZ1971  STATE/COUNTY-  IN/FRANKLIN
 JZ1971  COUNTRY     -  US
 JZ1971  USGS QUAD   -  METAMORA (2019)
 JZ1971
 JZ1971                         *CURRENT SURVEY CONTROL
 JZ1971  ______________________________________________________________________
 JZ1971* NAD 83(1986) POSITION- 39 24 06.     (N) 085 11 22.     (W)   SCALED
 JZ1971* NAVD 88 ORTHO HEIGHT -   297.000 (meters)      974.41  (feet) ADJUSTED
 JZ1971  ______________________________________________________________________
 JZ1971  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 JZ1971  DYNAMIC HEIGHT  -        296.817 (meters)      973.81  (feet) COMP
 JZ1971  MODELED GRAVITY -    980,003.3   (mgal)                       NAVD 88
 JZ1971
 JZ1971  VERT ORDER      -  SECOND    CLASS 0
 JZ1971
 JZ1971.The horizontal coordinates were scaled from a map and have
 JZ1971.an estimated accuracy of +/- 6 seconds.
 JZ1971
 JZ1971.The orthometric height was determined by differential leveling and
 JZ1971.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1971.in June 1991.
 JZ1971
 JZ1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1971.GEOID18 height accuracy estimate available here.
 JZ1971
 JZ1971.Click photographs - Photos may exist for this station.
 JZ1971
 JZ1971.The dynamic height is computed by dividing the NAVD 88
 JZ1971.geopotential number by the normal gravity value computed on the
 JZ1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1971.degrees latitude (g = 980.6199 gals.).
 JZ1971
 JZ1971.The modeled gravity was interpolated from observed gravity values.
 JZ1971
 JZ1971;                    North         East    Units  Estimated Accuracy
 JZ1971;SPC IN E     -   461,200.      141,100.      MT  (+/- 180 meters Scaled)
 JZ1971
 JZ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ558629(NAD 83)
 JZ1971
 JZ1971                          SUPERSEDED SURVEY CONTROL
 JZ1971
 JZ1971  NGVD 29 (??/??/92)  297.152  (m)          974.91   (f) ADJ UNCH    2 0
 JZ1971
 JZ1971.Superseded values are not recommended for survey control.
 JZ1971
 JZ1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1971.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1971
 JZ1971_MARKER: DB = BENCH MARK DISK
 JZ1971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1971_SP_SET: TOWER FOUNDATION
 JZ1971_STAMPING: P 260 1947
 JZ1971_MARK LOGO: CGS
 JZ1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1971
 JZ1971  HISTORY     - Date     Condition        Report By
 JZ1971  HISTORY     - 1947     MONUMENTED       CGS
 JZ1971  HISTORY     - 20230314 MARK NOT FOUND   INDOT
 JZ1971
 JZ1971                          STATION DESCRIPTION
 JZ1971
 JZ1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1971'1 MI W FROM PEPPERTOWN.
 JZ1971'ABOUT 0.95 MILE WEST ALONG THE HAMBURG-PEPPERTOWN ROAD FROM THE
 JZ1971'LUTHERAN CHURCH AT PEPPERTOWN, AT AN AIRWAY BEACON, SET IN THE
 JZ1971'TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 JZ1971'BEACON TOWER, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 JZ1971'ABOUT 3 INCHES NORTHWEST OF THE NORTHWEST LEG AND ABOUT 6 FEET
 JZ1971'ABOVE THE ROAD LEVEL.
 JZ1971
 JZ1971                          STATION RECOVERY (2023)
 JZ1971
 JZ1971'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1971'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2000 ***********************************************************************
 JZ2000  DESIGNATION -  P 261
 JZ2000  PID         -  JZ2000
 JZ2000  STATE/COUNTY-  IN/FRANKLIN
 JZ2000  COUNTRY     -  US
 JZ2000  USGS QUAD   -  METAMORA (2019)
 JZ2000
 JZ2000                         *CURRENT SURVEY CONTROL
 JZ2000  ______________________________________________________________________
 JZ2000* NAD 83(1986) POSITION- 39 25 32.     (N) 085 09 59.     (W)   SCALED
 JZ2000* NAVD 88 ORTHO HEIGHT -   285.698 (meters)      937.33  (feet) ADJUSTED
 JZ2000  ______________________________________________________________________
 JZ2000  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ2000  DYNAMIC HEIGHT  -        285.522 (meters)      936.75  (feet) COMP
 JZ2000  MODELED GRAVITY -    980,002.7   (mgal)                       NAVD 88
 JZ2000
 JZ2000  VERT ORDER      -  SECOND    CLASS 0
 JZ2000
 JZ2000.The horizontal coordinates were scaled from a map and have
 JZ2000.an estimated accuracy of +/- 6 seconds.
 JZ2000
 JZ2000.The orthometric height was determined by differential leveling and
 JZ2000.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2000.in June 1991.
 JZ2000
 JZ2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2000.GEOID18 height accuracy estimate available here.
 JZ2000
 JZ2000.Click photographs - Photos may exist for this station.
 JZ2000
 JZ2000.The dynamic height is computed by dividing the NAVD 88
 JZ2000.geopotential number by the normal gravity value computed on the
 JZ2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2000.degrees latitude (g = 980.6199 gals.).
 JZ2000
 JZ2000.The modeled gravity was interpolated from observed gravity values.
 JZ2000
 JZ2000;                    North         East    Units  Estimated Accuracy
 JZ2000;SPC IN E     -   463,860.      143,080.      MT  (+/- 180 meters Scaled)
 JZ2000
 JZ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ578656(NAD 83)
 JZ2000
 JZ2000                          SUPERSEDED SURVEY CONTROL
 JZ2000
 JZ2000  NGVD 29 (??/??/92)  285.854  (m)          937.84   (f) ADJ UNCH    2 0
 JZ2000
 JZ2000.Superseded values are not recommended for survey control.
 JZ2000
 JZ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2000.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2000
 JZ2000_MARKER: DB = BENCH MARK DISK
 JZ2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2000_STAMPING: P 261 1947
 JZ2000_MARK LOGO: CGS
 JZ2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2000+STABILITY: SURFACE MOTION
 JZ2000
 JZ2000  HISTORY     - Date     Condition        Report By
 JZ2000  HISTORY     - 1947     MONUMENTED       CGS
 JZ2000
 JZ2000                          STATION DESCRIPTION
 JZ2000
 JZ2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2000'2.2 MI N FROM PEPPERTOWN.
 JZ2000'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ2000'CHURCH AT PEPPERTOWN, AT THE JUNCTION OF A GRAVEL ROAD WEST, 17.5
 JZ2000'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 27.5 FEET
 JZ2000'NORTH OF THE PROLONGED CENTER LINE OF THE ROAD WEST, 7.5 FEET
 JZ2000'NORTHEAST OF A FENCE CORNER AND GATE POST, 2 FEET NORTH OF A
 JZ2000'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND
 JZ2000'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1985 ***********************************************************************
 JZ1985  DESIGNATION -  P 262
 JZ1985  PID         -  JZ1985
 JZ1985  STATE/COUNTY-  IN/FRANKLIN
 JZ1985  COUNTRY     -  US
 JZ1985  USGS QUAD   -  METAMORA (2019)
 JZ1985
 JZ1985                         *CURRENT SURVEY CONTROL
 JZ1985  ______________________________________________________________________
 JZ1985* NAD 83(1986) POSITION- 39 29 16.     (N) 085 14 28.     (W)   SCALED
 JZ1985* NAVD 88 ORTHO HEIGHT -   307.871 (meters)     1010.07  (feet) ADJUSTED
 JZ1985  ______________________________________________________________________
 JZ1985  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 JZ1985  DYNAMIC HEIGHT  -        307.683 (meters)     1009.46  (feet) COMP
 JZ1985  MODELED GRAVITY -    980,006.2   (mgal)                       NAVD 88
 JZ1985
 JZ1985  VERT ORDER      -  SECOND    CLASS 0
 JZ1985
 JZ1985.The horizontal coordinates were scaled from a map and have
 JZ1985.an estimated accuracy of +/- 6 seconds.
 JZ1985
 JZ1985.The orthometric height was determined by differential leveling and
 JZ1985.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1985.in June 1991.
 JZ1985
 JZ1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1985.GEOID18 height accuracy estimate available here.
 JZ1985
 JZ1985.Click photographs - Photos may exist for this station.
 JZ1985
 JZ1985.The dynamic height is computed by dividing the NAVD 88
 JZ1985.geopotential number by the normal gravity value computed on the
 JZ1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1985.degrees latitude (g = 980.6199 gals.).
 JZ1985
 JZ1985.The modeled gravity was interpolated from observed gravity values.
 JZ1985
 JZ1985;                    North         East    Units  Estimated Accuracy
 JZ1985;SPC IN E     -   470,730.      136,610.      MT  (+/- 180 meters Scaled)
 JZ1985
 JZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ512723(NAD 83)
 JZ1985
 JZ1985                          SUPERSEDED SURVEY CONTROL
 JZ1985
 JZ1985  NGVD 29 (??/??/92)  308.010  (m)         1010.53   (f) ADJ UNCH    2 0
 JZ1985
 JZ1985.Superseded values are not recommended for survey control.
 JZ1985
 JZ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1985.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1985
 JZ1985_MARKER: DB = BENCH MARK DISK
 JZ1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1985_STAMPING: P 262 1947
 JZ1985_MARK LOGO: CGS
 JZ1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1985+STABILITY: SURFACE MOTION
 JZ1985
 JZ1985  HISTORY     - Date     Condition        Report By
 JZ1985  HISTORY     - 1947     MONUMENTED       CGS
 JZ1985
 JZ1985                          STATION DESCRIPTION
 JZ1985
 JZ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1985'3.7 MI SW FROM LAUREL.
 JZ1985'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE CROSSROADS
 JZ1985'AT LAUREL, THENCE ABOUT 2.5 MILES SOUTHWEST ALONG A BLACK TOP
 JZ1985'ROAD, ABOUT 0.1 MILE WEST OF A CURVE WITH TANGENTS SOUTHEAST
 JZ1985'AND WEST, 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JZ1985'1 1/2-STORY RED IMITATION BRICK HOUSE, 23 FEET NORTH OF THE
 JZ1985'CENTER LINE OF THE ROAD, 51.5 FEET EAST OF THE CENTER LINE OF A
 JZ1985'DRIVE INTO THE FARM HOUSE YARD, 35 FEET EAST OF A FENCE CORNER,
 JZ1985'6 FEET SOUTHEAST OF POWER POLE NO. 260, 2 FEET SOUTH OF A FENCE
 JZ1985'LINE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1985'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1985'5 INCHES.  NOTE-- MARK MAY BE REACHED FROM ANDERSONVILLE,
 JZ1985'FRANKLIN COUNTY BY GOING ABOUT 1.7 MILES SOUTHEAST ALONG U.S.
 JZ1985'HIGHWAY 52 FROM ITS JUNCTION WITH STATE HIGHWAY 244, THENCE
 JZ1985'ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1787 ***********************************************************************
 JZ1787  DESIGNATION -  P 263
 JZ1787  PID         -  JZ1787
 JZ1787  STATE/COUNTY-  IN/FAYETTE
 JZ1787  COUNTRY     -  US
 JZ1787  USGS QUAD   -  EVERTON (2019)
 JZ1787
 JZ1787                         *CURRENT SURVEY CONTROL
 JZ1787  ______________________________________________________________________
 JZ1787* NAD 83(1986) POSITION- 39 34 36.     (N) 085 03 26.     (W)   SCALED
 JZ1787* NAVD 88 ORTHO HEIGHT -   301.534 (meters)      989.28  (feet) ADJUSTED
 JZ1787  ______________________________________________________________________
 JZ1787  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 JZ1787  DYNAMIC HEIGHT  -        301.351 (meters)      988.68  (feet) COMP
 JZ1787  MODELED GRAVITY -    980,013.3   (mgal)                       NAVD 88
 JZ1787
 JZ1787  VERT ORDER      -  SECOND    CLASS 0
 JZ1787
 JZ1787.The horizontal coordinates were scaled from a map and have
 JZ1787.an estimated accuracy of +/- 6 seconds.
 JZ1787
 JZ1787.The orthometric height was determined by differential leveling and
 JZ1787.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1787.in June 1991.
 JZ1787
 JZ1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1787.GEOID18 height accuracy estimate available here.
 JZ1787
 JZ1787.Click photographs - Photos may exist for this station.
 JZ1787
 JZ1787.The dynamic height is computed by dividing the NAVD 88
 JZ1787.geopotential number by the normal gravity value computed on the
 JZ1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1787.degrees latitude (g = 980.6199 gals.).
 JZ1787
 JZ1787.The modeled gravity was interpolated from observed gravity values.
 JZ1787
 JZ1787;                    North         East    Units  Estimated Accuracy
 JZ1787;SPC IN E     -   480,690.      152,360.      MT  (+/- 180 meters Scaled)
 JZ1787
 JZ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668825(NAD 83)
 JZ1787
 JZ1787                          SUPERSEDED SURVEY CONTROL
 JZ1787
 JZ1787  NGVD 29 (??/??/92)  301.682  (m)          989.77   (f) ADJ UNCH    2 0
 JZ1787
 JZ1787.Superseded values are not recommended for survey control.
 JZ1787
 JZ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1787.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1787
 JZ1787_MARKER: DB = BENCH MARK DISK
 JZ1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1787_STAMPING: P 263 1947
 JZ1787_MARK LOGO: CGS
 JZ1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1787+STABILITY: SURFACE MOTION
 JZ1787
 JZ1787  HISTORY     - Date     Condition        Report By
 JZ1787  HISTORY     - 1947     MONUMENTED       CGS
 JZ1787
 JZ1787                          STATION DESCRIPTION
 JZ1787
 JZ1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1787'2.5 MI S FROM ALQUINA.
 JZ1787'ABOUT 2.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JZ1787'CROSSROADS AT ALQUINA, ABOUT 0.55 MILE SOUTH OF AN EAST-WEST
 JZ1787'GRAVEL CROSS ROAD, ABOUT 0.25 MILE SOUTH OF A FARM HOUSE, 101
 JZ1787'FEET SOUTH OF A 30-INCH WALNUT TREE, 114 FEET SOUTH OF A T FENCE
 JZ1787'CORNER POST, 120 FEET SOUTH OF THE WEST END OF A PIPE CULVERT, 16.5
 JZ1787'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE
 JZ1787'FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1787'2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1787'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2014 ***********************************************************************
 JZ2014  DESIGNATION -  P 264
 JZ2014  PID         -  JZ2014
 JZ2014  STATE/COUNTY-  IN/FRANKLIN
 JZ2014  COUNTRY     -  US
 JZ2014  USGS QUAD   -  BATESVILLE (2019)
 JZ2014
 JZ2014                         *CURRENT SURVEY CONTROL
 JZ2014  ______________________________________________________________________
 JZ2014* NAD 83(1986) POSITION- 39 20 22.     (N) 085 07 42.     (W)   SCALED
 JZ2014* NAVD 88 ORTHO HEIGHT -   300.242 (meters)      985.04  (feet) ADJUSTED
 JZ2014  ______________________________________________________________________
 JZ2014  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ2014  DYNAMIC HEIGHT  -        300.054 (meters)      984.43  (feet) COMP
 JZ2014  MODELED GRAVITY -    979,995.1   (mgal)                       NAVD 88
 JZ2014
 JZ2014  VERT ORDER      -  SECOND    CLASS 0
 JZ2014
 JZ2014.The horizontal coordinates were scaled from a map and have
 JZ2014.an estimated accuracy of +/- 6 seconds.
 JZ2014
 JZ2014.The orthometric height was determined by differential leveling and
 JZ2014.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2014.in June 1991.
 JZ2014
 JZ2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2014.GEOID18 height accuracy estimate available here.
 JZ2014
 JZ2014.Click photographs - Photos may exist for this station.
 JZ2014
 JZ2014.The dynamic height is computed by dividing the NAVD 88
 JZ2014.geopotential number by the normal gravity value computed on the
 JZ2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2014.degrees latitude (g = 980.6199 gals.).
 JZ2014
 JZ2014.The modeled gravity was interpolated from observed gravity values.
 JZ2014
 JZ2014;                    North         East    Units  Estimated Accuracy
 JZ2014;SPC IN E     -   454,320.      146,410.      MT  (+/- 180 meters Scaled)
 JZ2014
 JZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ612561(NAD 83)
 JZ2014
 JZ2014                          SUPERSEDED SURVEY CONTROL
 JZ2014
 JZ2014  NGVD 29 (??/??/92)  300.401  (m)          985.57   (f) ADJ UNCH    2 0
 JZ2014
 JZ2014.Superseded values are not recommended for survey control.
 JZ2014
 JZ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2014.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2014
 JZ2014_MARKER: DB = BENCH MARK DISK
 JZ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2014_STAMPING: P 264 1947
 JZ2014_MARK LOGO: CGS
 JZ2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2014+STABILITY: SURFACE MOTION
 JZ2014
 JZ2014  HISTORY     - Date     Condition        Report By
 JZ2014  HISTORY     - 1947     MONUMENTED       CGS
 JZ2014
 JZ2014                          STATION DESCRIPTION
 JZ2014
 JZ2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2014'1.4 MI SW FROM ST MARYS.
 JZ2014'ABOUT 1.4 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 JZ2014'CATHOLIC CHURCH AT ST. MARYS, AT A FARM HOUSE ON THE SOUTH SIDE
 JZ2014'OF THE ROAD, 149 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JZ2014'FARM HOUSE, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21
 JZ2014'FEET NORTHEAST OF AN APPLE TREE, 2.5 FEET WEST OF A POWER POLE,
 JZ2014'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 JZ2014'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0938 ***********************************************************************
 JZ0938  DESIGNATION -  P 265
 JZ0938  PID         -  JZ0938
 JZ0938  STATE/COUNTY-  IN/FRANKLIN
 JZ0938  COUNTRY     -  US
 JZ0938  USGS QUAD   -  WHITCOMB (2019)
 JZ0938
 JZ0938                         *CURRENT SURVEY CONTROL
 JZ0938  ______________________________________________________________________
 JZ0938* NAD 83(1986) POSITION- 39 25 03.     (N) 084 57 02.     (W)   SCALED
 JZ0938* NAVD 88 ORTHO HEIGHT -   285.556 (meters)      936.86  (feet) ADJUSTED
 JZ0938  ______________________________________________________________________
 JZ0938  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JZ0938  DYNAMIC HEIGHT  -        285.385 (meters)      936.30  (feet) COMP
 JZ0938  MODELED GRAVITY -    980,020.8   (mgal)                       NAVD 88
 JZ0938
 JZ0938  VERT ORDER      -  SECOND    CLASS 0
 JZ0938
 JZ0938.The horizontal coordinates were scaled from a map and have
 JZ0938.an estimated accuracy of +/- 6 seconds.
 JZ0938
 JZ0938.The orthometric height was determined by differential leveling and
 JZ0938.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0938.in June 1991.
 JZ0938
 JZ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0938.GEOID18 height accuracy estimate available here.
 JZ0938
 JZ0938.Click photographs - Photos may exist for this station.
 JZ0938
 JZ0938.The dynamic height is computed by dividing the NAVD 88
 JZ0938.geopotential number by the normal gravity value computed on the
 JZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0938.degrees latitude (g = 980.6199 gals.).
 JZ0938
 JZ0938.The modeled gravity was interpolated from observed gravity values.
 JZ0938
 JZ0938;                    North         East    Units  Estimated Accuracy
 JZ0938;SPC IN E     -   463,090.      161,670.      MT  (+/- 180 meters Scaled)
 JZ0938
 JZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ764651(NAD 83)
 JZ0938
 JZ0938                          SUPERSEDED SURVEY CONTROL
 JZ0938
 JZ0938  NGVD 29 (??/??/92)  285.734  (m)          937.45   (f) ADJ UNCH    2 0
 JZ0938
 JZ0938.Superseded values are not recommended for survey control.
 JZ0938
 JZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0938.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0938
 JZ0938_MARKER: DB = BENCH MARK DISK
 JZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0938_STAMPING: P 265 1947
 JZ0938_MARK LOGO: CGS
 JZ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0938+STABILITY: SURFACE MOTION
 JZ0938
 JZ0938  HISTORY     - Date     Condition        Report By
 JZ0938  HISTORY     - 1947     MONUMENTED       CGS
 JZ0938
 JZ0938                          STATION DESCRIPTION
 JZ0938
 JZ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0938'3.6 MI E FROM BROOKVILLE.
 JZ0938'3.6 MILES EAST ALONG STATE HIGHWAY 252 FROM THE COURT HOUSE AT
 JZ0938'BROOKVILLE, ABOUT 0.25 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD,
 JZ0938'216 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE 2-STORY
 JZ0938'WHITE HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 19.5 FEET SOUTH
 JZ0938'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF A FENCE
 JZ0938'CORNER, 3.5 FEET EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A
 JZ0938'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND
 JZ0938'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2272 ***********************************************************************
 JZ2272  DESIGNATION -  P 266
 JZ2272  PID         -  JZ2272
 JZ2272  STATE/COUNTY-  IN/DECATUR
 JZ2272  COUNTRY     -  US
 JZ2272  USGS QUAD   -  ADAMS (2019)
 JZ2272
 JZ2272                         *CURRENT SURVEY CONTROL
 JZ2272  ______________________________________________________________________
 JZ2272* NAD 83(1986) POSITION- 39 24 05.     (N) 085 37 15.     (W)   SCALED
 JZ2272* NAVD 88 ORTHO HEIGHT -   257.684 (meters)      845.42  (feet) ADJUSTED
 JZ2272  ______________________________________________________________________
 JZ2272  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ2272  DYNAMIC HEIGHT  -        257.527 (meters)      844.90  (feet) COMP
 JZ2272  MODELED GRAVITY -    980,009.0   (mgal)                       NAVD 88
 JZ2272
 JZ2272  VERT ORDER      -  SECOND    CLASS 0
 JZ2272
 JZ2272.The horizontal coordinates were scaled from a map and have
 JZ2272.an estimated accuracy of +/- 6 seconds.
 JZ2272
 JZ2272.The orthometric height was determined by differential leveling and
 JZ2272.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2272.in June 1991.
 JZ2272
 JZ2272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2272.GEOID18 height accuracy estimate available here.
 JZ2272
 JZ2272.Click photographs - Photos may exist for this station.
 JZ2272
 JZ2272.The dynamic height is computed by dividing the NAVD 88
 JZ2272.geopotential number by the normal gravity value computed on the
 JZ2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2272.degrees latitude (g = 980.6199 gals.).
 JZ2272
 JZ2272.The modeled gravity was interpolated from observed gravity values.
 JZ2272
 JZ2272;                    North         East    Units  Estimated Accuracy
 JZ2272;SPC IN E     -   461,060.      103,950.      MT  (+/- 180 meters Scaled)
 JZ2272
 JZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ187622(NAD 83)
 JZ2272
 JZ2272                          SUPERSEDED SURVEY CONTROL
 JZ2272
 JZ2272  NGVD 29 (??/??/92)  257.800  (m)          845.80   (f) ADJ UNCH    2 0
 JZ2272
 JZ2272.Superseded values are not recommended for survey control.
 JZ2272
 JZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2272.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2272
 JZ2272_MARKER: DB = BENCH MARK DISK
 JZ2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2272_STAMPING: P 266 1947
 JZ2272_MARK LOGO: CGS
 JZ2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2272+STABILITY: SURFACE MOTION
 JZ2272
 JZ2272  HISTORY     - Date     Condition        Report By
 JZ2272  HISTORY     - 1947     MONUMENTED       CGS
 JZ2272
 JZ2272                          STATION DESCRIPTION
 JZ2272
 JZ2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2272'2.2 MI S FROM ST PAUL.
 JZ2272'ABOUT 2.15 MILES SOUTH ALONG THE ST. PAUL-CLIFTY ROAD FROM THE
 JZ2272'NEW YORK CENTRAL RAILROAD STATION AT ST. PAUL, AT A RIGHT-ANGLE
 JZ2272'TURN IN THE MAIN ROAD WITH TANGENTS EXTENDING SOUTH AND WEST
 JZ2272'AND AT THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, 36 FEET
 JZ2272'SOUTH OF THE CENTER LINE OF THE WEST TANGENT, 20 FEET WEST OF THE
 JZ2272'CENTER LINE OF THE SOUTH TANGENT, 14.5 FEET SOUTH OF A FENCE
 JZ2272'CORNER, 60 FEET NORTH OF A POWER POLE AND IN LINE WITH THE
 JZ2272'POLES, 1.5 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 JZ2272'WOODEN WITNESS POST, 1 FOOT BELOW ROAD LEVEL AND SET IN THE
 JZ2272'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2262 ***********************************************************************
 JZ2262  DESIGNATION -  P 267
 JZ2262  PID         -  JZ2262
 JZ2262  STATE/COUNTY-  IN/SHELBY
 JZ2262  COUNTRY     -  US
 JZ2262  USGS QUAD   -  WALDRON (2019)
 JZ2262
 JZ2262                         *CURRENT SURVEY CONTROL
 JZ2262  ______________________________________________________________________
 JZ2262* NAD 83(1986) POSITION- 39 23 28.     (N) 085 43 15.     (W)   SCALED
 JZ2262* NAVD 88 ORTHO HEIGHT -   230.116 (meters)      754.97  (feet) ADJUSTED
 JZ2262  ______________________________________________________________________
 JZ2262  GEOID HEIGHT    -        -34.017 (meters)                     GEOID18
 JZ2262  DYNAMIC HEIGHT  -        229.976 (meters)      754.51  (feet) COMP
 JZ2262  MODELED GRAVITY -    980,015.2   (mgal)                       NAVD 88
 JZ2262
 JZ2262  VERT ORDER      -  SECOND    CLASS 0
 JZ2262
 JZ2262.The horizontal coordinates were scaled from a map and have
 JZ2262.an estimated accuracy of +/- 6 seconds.
 JZ2262
 JZ2262.The orthometric height was determined by differential leveling and
 JZ2262.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2262.in June 1991.
 JZ2262
 JZ2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2262.GEOID18 height accuracy estimate available here.
 JZ2262
 JZ2262.Click photographs - Photos may exist for this station.
 JZ2262
 JZ2262.The dynamic height is computed by dividing the NAVD 88
 JZ2262.geopotential number by the normal gravity value computed on the
 JZ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2262.degrees latitude (g = 980.6199 gals.).
 JZ2262
 JZ2262.The modeled gravity was interpolated from observed gravity values.
 JZ2262
 JZ2262;                    North         East    Units  Estimated Accuracy
 JZ2262;SPC IN E     -   459,920.       95,330.      MT  (+/- 180 meters Scaled)
 JZ2262
 JZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101609(NAD 83)
 JZ2262
 JZ2262                          SUPERSEDED SURVEY CONTROL
 JZ2262
 JZ2262  NGVD 29 (??/??/92)  230.235  (m)          755.36   (f) ADJ UNCH    2 0
 JZ2262
 JZ2262.Superseded values are not recommended for survey control.
 JZ2262
 JZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2262.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2262
 JZ2262_MARKER: DB = BENCH MARK DISK
 JZ2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2262_SP_SET: BRIDGE
 JZ2262_STAMPING: P 267 1947
 JZ2262_MARK LOGO: CGS
 JZ2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2262
 JZ2262  HISTORY     - Date     Condition        Report By
 JZ2262  HISTORY     - 1947     MONUMENTED       CGS
 JZ2262
 JZ2262                          STATION DESCRIPTION
 JZ2262
 JZ2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2262'AT GENEVA.
 JZ2262'AT GENEVA, IN THE TOP OF THE SOUTHEAST END OF THE EAST CONCRETE
 JZ2262'WINGWALL OF A 150-FOOT STEEL SPAN BRIDGE OVER FLAT ROCK RIVER,
 JZ2262'19 FEET NORTHEAST OF THE CENTER LINE OF THE TAR ROAD AND ABOUT
 JZ2262'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2182 ***********************************************************************
 JZ2182  DESIGNATION -  P 268
 JZ2182  PID         -  JZ2182
 JZ2182  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2182  COUNTRY     -  US
 JZ2182  USGS QUAD   -  HOPE (2019)
 JZ2182
 JZ2182                         *CURRENT SURVEY CONTROL
 JZ2182  ______________________________________________________________________
 JZ2182* NAD 83(1986) POSITION- 39 20 07.     (N) 085 46 16.     (W)   SCALED
 JZ2182* NAVD 88 ORTHO HEIGHT -   224.099 (meters)      735.23  (feet) ADJUSTED
 JZ2182  ______________________________________________________________________
 JZ2182  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 JZ2182  DYNAMIC HEIGHT  -        223.962 (meters)      734.78  (feet) COMP
 JZ2182  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 JZ2182
 JZ2182  VERT ORDER      -  SECOND    CLASS 0
 JZ2182
 JZ2182.The horizontal coordinates were scaled from a map and have
 JZ2182.an estimated accuracy of +/- 6 seconds.
 JZ2182
 JZ2182.The orthometric height was determined by differential leveling and
 JZ2182.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2182.in June 1991.
 JZ2182
 JZ2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2182.GEOID18 height accuracy estimate available here.
 JZ2182
 JZ2182.Click photographs - Photos may exist for this station.
 JZ2182
 JZ2182.The dynamic height is computed by dividing the NAVD 88
 JZ2182.geopotential number by the normal gravity value computed on the
 JZ2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2182.degrees latitude (g = 980.6199 gals.).
 JZ2182
 JZ2182.The modeled gravity was interpolated from observed gravity values.
 JZ2182
 JZ2182;                    North         East    Units  Estimated Accuracy
 JZ2182;SPC IN E     -   453,720.       91,000.      MT  (+/- 180 meters Scaled)
 JZ2182
 JZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059547(NAD 83)
 JZ2182
 JZ2182                          SUPERSEDED SURVEY CONTROL
 JZ2182
 JZ2182  NGVD 29 (??/??/92)  224.216  (m)          735.62   (f) ADJ UNCH    2 0
 JZ2182
 JZ2182.Superseded values are not recommended for survey control.
 JZ2182
 JZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2182.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2182
 JZ2182_MARKER: DB = BENCH MARK DISK
 JZ2182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2182_SP_SET: BOX CULVERT HEADWALL
 JZ2182_STAMPING: P 268 1947
 JZ2182_MARK LOGO: CGS
 JZ2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2182+STABILITY: SURFACE MOTION
 JZ2182
 JZ2182  HISTORY     - Date     Condition        Report By
 JZ2182  HISTORY     - 1947     MONUMENTED       CGS
 JZ2182
 JZ2182                          STATION DESCRIPTION
 JZ2182
 JZ2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2182'1.8 MI S FROM MORRISTOWN.
 JZ2182'ABOUT 1.75 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE UNION
 JZ2182'CHURCH AT NORRISTOWN, 1.0 MILE SOUTH OF THE SHELBY-BARTHOLOMEW
 JZ2182'COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A
 JZ2182'SIDE ROAD LEADING WEST, IN THE TOP OF AN L SHAPED HEADWALL OF A
 JZ2182'4-FOOT CONCRETE BOX CULVERT, 38 FEET WEST OF THE CENTER LINE
 JZ2182'OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD
 JZ2182'WEST AND ABOUT LEVEL WITH THE HIGHWAY.  THIS MARK IS ABOUT
 JZ2182'2.45 MILE NORTH ALONG HIGHWAY 9 FROM THE MORAVIAN CHURCH AT
 JZ2182'HOPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2147 ***********************************************************************
 JZ2147  DESIGNATION -  P 269
 JZ2147  PID         -  JZ2147
 JZ2147  STATE/COUNTY-  IN/SHELBY
 JZ2147  COUNTRY     -  US
 JZ2147  USGS QUAD   -  WALDRON (2019)
 JZ2147
 JZ2147                         *CURRENT SURVEY CONTROL
 JZ2147  ______________________________________________________________________
 JZ2147* NAD 83(1986) POSITION- 39 29 41.87   (N) 085 43 57.98   (W)   HD_HELD1
 JZ2147* NAVD 88 ORTHO HEIGHT -   247.257 (meters)      811.21  (feet) ADJUSTED
 JZ2147  ______________________________________________________________________
 JZ2147  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 JZ2147  DYNAMIC HEIGHT  -        247.110 (meters)      810.73  (feet) COMP
 JZ2147  MODELED GRAVITY -    980,027.0   (mgal)                       NAVD 88
 JZ2147
 JZ2147  VERT ORDER      -  FIRST     CLASS II
 JZ2147
 JZ2147.The horizontal coordinates were determined by differentially corrected
 JZ2147.hand held GPS observations or other comparable positioning techniques
 JZ2147.and have an estimated accuracy of +/- 3 meters.
 JZ2147
 JZ2147.The orthometric height was determined by differential leveling and
 JZ2147.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2147.in June 1991.
 JZ2147
 JZ2147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2147.GEOID18 height accuracy estimate available here.
 JZ2147
 JZ2147.Click photographs - Photos may exist for this station.
 JZ2147
 JZ2147.The dynamic height is computed by dividing the NAVD 88
 JZ2147.geopotential number by the normal gravity value computed on the
 JZ2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2147.degrees latitude (g = 980.6199 gals.).
 JZ2147
 JZ2147.The modeled gravity was interpolated from observed gravity values.
 JZ2147
 JZ2147;                    North         East    Units  Estimated Accuracy
 JZ2147;SPC IN E     -   471,447.5      94,313.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2147
 JZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0896472472(NAD 83)
 JZ2147
 JZ2147                          SUPERSEDED SURVEY CONTROL
 JZ2147
 JZ2147  NGVD 29 (??/??/92)  247.368  (m)          811.57   (f) ADJ UNCH    1 2
 JZ2147
 JZ2147.Superseded values are not recommended for survey control.
 JZ2147
 JZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2147.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2147
 JZ2147_MARKER: DB = BENCH MARK DISK
 JZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2147_STAMPING: P 269 1947
 JZ2147_MARK LOGO: CGS
 JZ2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2147+STABILITY: SURFACE MOTION
 JZ2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2147+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2011
 JZ2147
 JZ2147  HISTORY     - Date     Condition        Report By
 JZ2147  HISTORY     - 1947     MONUMENTED       CGS
 JZ2147  HISTORY     - 1986     GOOD             NGS
 JZ2147  HISTORY     - 20100216 GOOD             INDNR
 JZ2147  HISTORY     - 20110505 GOOD             JCLS
 JZ2147
 JZ2147                          STATION DESCRIPTION
 JZ2147
 JZ2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2147'3 MI SE FROM SHELBYVILLE.
 JZ2147'ABOUT 3.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2147'FROM THE STATION AT SHELBYVILLE, AT A NORTH-SOUTH BLACK TOP ROAD
 JZ2147'CROSSING, AT MILEAGE 79/40, 28 FEET WEST OF THE CENTER LINE OF
 JZ2147'THE BLACK TOP ROAD, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12
 JZ2147'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF THE FENCE
 JZ2147'LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2147'3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ2147'PROJECTING 6 INCHES.
 JZ2147
 JZ2147                          STATION RECOVERY (1986)
 JZ2147
 JZ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2147'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 JZ2147'WESTERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH INTERSTATE
 JZ2147'HIGHWAY 74 IN SHELBYVILLE, THENCE 4.5 KM (2.8 MI) SOUTHEASTERLY ALONG
 JZ2147'THE CONRAIL RAILROAD.
 JZ2147
 JZ2147                          STATION RECOVERY (2010)
 JZ2147
 JZ2147'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2147'RECOVERED IN GOOD CONDITION.
 JZ2147
 JZ2147                          STATION RECOVERY (2011)
 JZ2147
 JZ2147'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ2147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0445 ***********************************************************************
 LB0445  DESIGNATION -  P 27
 LB0445  PID         -  LB0445
 LB0445  STATE/COUNTY-  IN/CLINTON
 LB0445  COUNTRY     -  US
 LB0445  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0445
 LB0445                         *CURRENT SURVEY CONTROL
 LB0445  ______________________________________________________________________
 LB0445* NAD 83(1986) POSITION- 40 18 02.     (N) 086 27 48.     (W)   SCALED
 LB0445* NAVD 88 ORTHO HEIGHT -   266.717 (meters)      875.05  (feet) ADJUSTED
 LB0445  ______________________________________________________________________
 LB0445  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 LB0445  DYNAMIC HEIGHT  -        266.576 (meters)      874.59  (feet) COMP
 LB0445  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 LB0445
 LB0445  VERT ORDER      -  SECOND    CLASS 0
 LB0445
 LB0445.The horizontal coordinates were scaled from a map and have
 LB0445.an estimated accuracy of +/- 6 seconds.
 LB0445
 LB0445.The orthometric height was determined by differential leveling and
 LB0445.adjusted by the NATIONAL GEODETIC SURVEY
 LB0445.in June 1991.
 LB0445
 LB0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0445.GEOID18 height accuracy estimate available here.
 LB0445
 LB0445.Click photographs - Photos may exist for this station.
 LB0445
 LB0445.The dynamic height is computed by dividing the NAVD 88
 LB0445.geopotential number by the normal gravity value computed on the
 LB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0445.degrees latitude (g = 980.6199 gals.).
 LB0445
 LB0445.The modeled gravity was interpolated from observed gravity values.
 LB0445
 LB0445;                    North         East    Units  Estimated Accuracy
 LB0445;SPC IN W     -   561,070.      952,710.      MT  (+/- 180 meters Scaled)
 LB0445
 LB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK456612(NAD 83)
 LB0445
 LB0445                          SUPERSEDED SURVEY CONTROL
 LB0445
 LB0445  NGVD 29 (??/??/92)  266.822  (m)          875.40   (f) ADJ UNCH    2 0
 LB0445
 LB0445.Superseded values are not recommended for survey control.
 LB0445
 LB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0445.See file dsdata.pdf to determine how the superseded data were derived.
 LB0445
 LB0445_MARKER: DB = BENCH MARK DISK
 LB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0445_STAMPING: P 27 1934
 LB0445_MARK LOGO: CGS
 LB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0445+STABILITY: SURFACE MOTION
 LB0445
 LB0445  HISTORY     - Date     Condition        Report By
 LB0445  HISTORY     - 1934     MONUMENTED       CGS
 LB0445  HISTORY     - 1946     GOOD             CGS
 LB0445
 LB0445                          STATION DESCRIPTION
 LB0445
 LB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0445'3.1 MI NE FROM FRANKFORT.
 LB0445'3.1 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0445'RAILROAD FROM THE STATION AT FRANKFORT, CLINTON COUNTY, AT
 LB0445'STATION 10734+15, 30 YARDS WEST OF POLE 203/12, IN THE WEST
 LB0445'ANGLE OF THE CROSSING OF A DIRT ROAD LEADING TO THE TENANT
 LB0445'FARMHOUSE OWNED BY BUD RANSOM, 12 YARDS NORTHWEST OF THE NORTHWEST
 LB0445'RAIL, AND 9 YARDS SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD.
 LB0445'A STANDARD DISK, STAMPED P 27 1934 AND SET IN THE TOP OF A
 LB0445'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2158 ***********************************************************************
 JZ2158  DESIGNATION -  P 270
 JZ2158  PID         -  JZ2158
 JZ2158  STATE/COUNTY-  IN/JENNINGS
 JZ2158  COUNTRY     -  US
 JZ2158  USGS QUAD   -  NORTH VERNON (2019)
 JZ2158
 JZ2158                         *CURRENT SURVEY CONTROL
 JZ2158  ______________________________________________________________________
 JZ2158* NAD 83(1986) POSITION- 39 04 44.     (N) 085 43 02.     (W)   SCALED
 JZ2158* NAVD 88 ORTHO HEIGHT -   208.992 (meters)      685.67  (feet) ADJUSTED
 JZ2158  ______________________________________________________________________
 JZ2158  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 JZ2158  DYNAMIC HEIGHT  -        208.861 (meters)      685.24  (feet) COMP
 JZ2158  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 JZ2158
 JZ2158  VERT ORDER      -  SECOND    CLASS 0
 JZ2158
 JZ2158.The horizontal coordinates were scaled from a map and have
 JZ2158.an estimated accuracy of +/- 6 seconds.
 JZ2158
 JZ2158.The orthometric height was determined by differential leveling and
 JZ2158.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2158.in June 1991.
 JZ2158
 JZ2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2158.GEOID18 height accuracy estimate available here.
 JZ2158
 JZ2158.Click photographs - Photos may exist for this station.
 JZ2158
 JZ2158.The dynamic height is computed by dividing the NAVD 88
 JZ2158.geopotential number by the normal gravity value computed on the
 JZ2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2158.degrees latitude (g = 980.6199 gals.).
 JZ2158
 JZ2158.The modeled gravity was interpolated from observed gravity values.
 JZ2158
 JZ2158;                    North         East    Units  Estimated Accuracy
 JZ2158;SPC IN E     -   425,260.       95,630.      MT  (+/- 180 meters Scaled)
 JZ2158
 JZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ109263(NAD 83)
 JZ2158
 JZ2158                          SUPERSEDED SURVEY CONTROL
 JZ2158
 JZ2158  NGVD 29 (??/??/92)  209.114  (m)          686.07   (f) ADJ UNCH    2 0
 JZ2158
 JZ2158.Superseded values are not recommended for survey control.
 JZ2158
 JZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2158.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2158
 JZ2158_MARKER: DB = BENCH MARK DISK
 JZ2158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2158_SP_SET: BUILDING
 JZ2158_STAMPING: P 270 1947
 JZ2158_MARK LOGO: CGS
 JZ2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2158
 JZ2158  HISTORY     - Date     Condition        Report By
 JZ2158  HISTORY     - 1947     MONUMENTED       CGS
 JZ2158
 JZ2158                          STATION DESCRIPTION
 JZ2158
 JZ2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2158'AT SCIPIO.
 JZ2158'AT SCIPIO, AT THE JUNCTION OF STATE HIGHWAY 7 AND THE JUNCTION
 JZ2158'OF A ROAD LEADING SOUTH, SET VERTICALLY IN THE SOUTHEAST FACE
 JZ2158'OF THE BRICK WALL OF THE SCIPIO PRESBYTERIAN CHURCH, 1.5 FEET
 JZ2158'SOUTHWEST OF THE EAST CORNER AND 2.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2203 ***********************************************************************
 JZ2203  DESIGNATION -  P 271
 JZ2203  PID         -  JZ2203
 JZ2203  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2203  COUNTRY     -  US
 JZ2203  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2203
 JZ2203                         *CURRENT SURVEY CONTROL
 JZ2203  ______________________________________________________________________
 JZ2203* NAD 83(1986) POSITION- 39 08 36.     (N) 085 47 59.     (W)   SCALED
 JZ2203* NAVD 88 ORTHO HEIGHT -   196.342 (meters)      644.17  (feet) ADJUSTED
 JZ2203  ______________________________________________________________________
 JZ2203  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 JZ2203  DYNAMIC HEIGHT  -        196.221 (meters)      643.77  (feet) COMP
 JZ2203  MODELED GRAVITY -    980,003.4   (mgal)                       NAVD 88
 JZ2203
 JZ2203  VERT ORDER      -  SECOND    CLASS 0
 JZ2203
 JZ2203.The horizontal coordinates were scaled from a map and have
 JZ2203.an estimated accuracy of +/- 6 seconds.
 JZ2203
 JZ2203.The orthometric height was determined by differential leveling and
 JZ2203.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2203.in June 1991.
 JZ2203
 JZ2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2203.GEOID18 height accuracy estimate available here.
 JZ2203
 JZ2203.Click photographs - Photos may exist for this station.
 JZ2203
 JZ2203.The dynamic height is computed by dividing the NAVD 88
 JZ2203.geopotential number by the normal gravity value computed on the
 JZ2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2203.degrees latitude (g = 980.6199 gals.).
 JZ2203
 JZ2203.The modeled gravity was interpolated from observed gravity values.
 JZ2203
 JZ2203;                    North         East    Units  Estimated Accuracy
 JZ2203;SPC IN E     -   432,420.       88,500.      MT  (+/- 180 meters Scaled)
 JZ2203
 JZ2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ037333(NAD 83)
 JZ2203
 JZ2203                          SUPERSEDED SURVEY CONTROL
 JZ2203
 JZ2203  NGVD 29 (??/??/92)  196.465  (m)          644.57   (f) ADJ UNCH    2 0
 JZ2203
 JZ2203.Superseded values are not recommended for survey control.
 JZ2203
 JZ2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2203.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2203
 JZ2203_MARKER: DB = BENCH MARK DISK
 JZ2203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2203_SP_SET: CULVERT WINGWALL
 JZ2203_STAMPING: P 271 1947
 JZ2203_MARK LOGO: CGS
 JZ2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2203+STABILITY: SURFACE MOTION
 JZ2203
 JZ2203  HISTORY     - Date     Condition        Report By
 JZ2203  HISTORY     - 1947     MONUMENTED       CGS
 JZ2203
 JZ2203                          STATION DESCRIPTION
 JZ2203
 JZ2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2203'1 MI NE FROM ELIZABETHTOWN.
 JZ2203'ABOUT 0.95 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JZ2203'OFFICE AT ELIZABETHTOWN, THENCE ABOUT 95 YARDS SOUTHEAST ALONG
 JZ2203'STATE HIGHWAY 7, SET IN THE TOP OF THE SOUTH END OF THE NORTH
 JZ2203'WING WALL OF A 10-FOOT CONCRETE CULVERT NO. 32, 21 FEET NORTHEAST
 JZ2203'OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1824 ***********************************************************************
 JZ1824  DESIGNATION -  P 272
 JZ1824  PID         -  JZ1824
 JZ1824  STATE/COUNTY-  IN/RIPLEY
 JZ1824  COUNTRY     -  US
 JZ1824  USGS QUAD   -  BATESVILLE (2019)
 JZ1824
 JZ1824                         *CURRENT SURVEY CONTROL
 JZ1824  ______________________________________________________________________
 JZ1824* NAD 83(1986) POSITION- 39 17 27.     (N) 085 12 28.     (W)   SCALED
 JZ1824* NAVD 88 ORTHO HEIGHT -   298.720 (meters)      980.05  (feet) ADJUSTED
 JZ1824  ______________________________________________________________________
 JZ1824  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ1824  DYNAMIC HEIGHT  -        298.533 (meters)      979.44  (feet) COMP
 JZ1824  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JZ1824
 JZ1824  VERT ORDER      -  FIRST     CLASS II
 JZ1824
 JZ1824.The horizontal coordinates were scaled from a map and have
 JZ1824.an estimated accuracy of +/- 6 seconds.
 JZ1824
 JZ1824.The orthometric height was determined by differential leveling and
 JZ1824.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1824.in June 1991.
 JZ1824
 JZ1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1824.GEOID18 height accuracy estimate available here.
 JZ1824
 JZ1824.Click photographs - Photos may exist for this station.
 JZ1824
 JZ1824.The dynamic height is computed by dividing the NAVD 88
 JZ1824.geopotential number by the normal gravity value computed on the
 JZ1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1824.degrees latitude (g = 980.6199 gals.).
 JZ1824
 JZ1824.The modeled gravity was interpolated from observed gravity values.
 JZ1824
 JZ1824;                    North         East    Units  Estimated Accuracy
 JZ1824;SPC IN E     -   448,880.      139,590.      MT  (+/- 180 meters Scaled)
 JZ1824
 JZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ545505(NAD 83)
 JZ1824
 JZ1824                          SUPERSEDED SURVEY CONTROL
 JZ1824
 JZ1824  NGVD 29 (??/??/92)  298.865  (m)          980.53   (f) ADJ UNCH    1 2
 JZ1824
 JZ1824.Superseded values are not recommended for survey control.
 JZ1824
 JZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1824.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1824
 JZ1824_MARKER: DB = BENCH MARK DISK
 JZ1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1824_SP_SET: OVERPASS HEAD WALL
 JZ1824_STAMPING: P 272 1947
 JZ1824_MARK LOGO: CGS
 JZ1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1824
 JZ1824  HISTORY     - Date     Condition        Report By
 JZ1824  HISTORY     - 1947     MONUMENTED       CGS
 JZ1824  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1824  HISTORY     - 20030720 GOOD             SURVFI
 JZ1824
 JZ1824                          STATION DESCRIPTION
 JZ1824
 JZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1824'1.8 MI NW FROM MORRIS.
 JZ1824'ABOUT 1.8 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1824'FROM THE STATION AT MORRIS, ABOUT 0.8 MILE SOUTHEAST OF THE
 JZ1824'STATION AT BATESVILLE, AT CONCRETE ARCH OVER PASS NO. 297 OVER
 JZ1824'A NORTH-SOUTH GRAVEL ROAD, 35 FEET SOUTHWEST OF POLE NO. 47/04,
 JZ1824'SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL, 7.2 FEET
 JZ1824'NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH THE TRACK.
 JZ1824
 JZ1824                          STATION RECOVERY (1986)
 JZ1824
 JZ1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1824'THE OVERPASS HAS BEEN REMOVED.
 JZ1824
 JZ1824                          STATION RECOVERY (2003)
 JZ1824
 JZ1824'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ1824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0908 ***********************************************************************
 JZ0908  DESIGNATION -  P 273
 JZ0908  PID         -  JZ0908
 JZ0908  STATE/COUNTY-  IN/DEARBORN
 JZ0908  COUNTRY     -  US
 JZ0908  USGS QUAD   -  HOOVEN (2016)
 JZ0908
 JZ0908                         *CURRENT SURVEY CONTROL
 JZ0908  ______________________________________________________________________
 JZ0908* NAD 83(1986) POSITION- 39 09 53.     (N) 084 52 27.     (W)   SCALED
 JZ0908* NAVD 88 ORTHO HEIGHT -   149.667 (meters)      491.03  (feet) ADJUSTED
 JZ0908  ______________________________________________________________________
 JZ0908  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 JZ0908  DYNAMIC HEIGHT  -        149.574 (meters)      490.73  (feet) COMP
 JZ0908  MODELED GRAVITY -    980,003.6   (mgal)                       NAVD 88
 JZ0908
 JZ0908  VERT ORDER      -  SECOND    CLASS 0
 JZ0908
 JZ0908.The horizontal coordinates were scaled from a map and have
 JZ0908.an estimated accuracy of +/- 6 seconds.
 JZ0908
 JZ0908.The orthometric height was determined by differential leveling and
 JZ0908.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0908.in June 1991.
 JZ0908
 JZ0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0908.GEOID18 height accuracy estimate available here.
 JZ0908
 JZ0908.Click photographs - Photos may exist for this station.
 JZ0908
 JZ0908.The dynamic height is computed by dividing the NAVD 88
 JZ0908.geopotential number by the normal gravity value computed on the
 JZ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0908.degrees latitude (g = 980.6199 gals.).
 JZ0908
 JZ0908.The modeled gravity was interpolated from observed gravity values.
 JZ0908
 JZ0908;                    North         East    Units  Estimated Accuracy
 JZ0908;SPC IN E     -   435,080.      168,490.      MT  (+/- 180 meters Scaled)
 JZ0908
 JZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836372(NAD 83)
 JZ0908
 JZ0908                          SUPERSEDED SURVEY CONTROL
 JZ0908
 JZ0908  NGVD 29 (??/??/92)  149.872  (m)          491.71   (f) ADJ UNCH    2 0
 JZ0908
 JZ0908.Superseded values are not recommended for survey control.
 JZ0908
 JZ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0908.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0908
 JZ0908_MARKER: DB = BENCH MARK DISK
 JZ0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0908_SP_SET: BRIDGE
 JZ0908_STAMPING: P 273 1947
 JZ0908_MARK LOGO: CGS
 JZ0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0908
 JZ0908  HISTORY     - Date     Condition        Report By
 JZ0908  HISTORY     - 1947     MONUMENTED       CGS
 JZ0908
 JZ0908                          STATION DESCRIPTION
 JZ0908
 JZ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0908'3 MI E FROM GUILFORD.
 JZ0908'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT
 JZ0908'GUILFORD, THENCE ABOUT 1.25 MILES NORTH ALONG A GRAVEL ROAD TO
 JZ0908'BRIGHT, ABOUT 1.25 MILE SOUTH OF A 30-FOOT CONCRETE BRIDGE
 JZ0908'OVER A BRANCH OF SALT CREEK, SET IN THE TOP OF THE NORTH WING WALL
 JZ0908'OF A 12-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH, 10.5 FEET
 JZ0908'NORTHEAST OF THE CENTER LINE OF THE ROAD, 66 FEET NORTHWEST OF THE
 JZ0908'CENTER LINE OF THE DRIVEWAY TO ARTHUR FOXS FARM, 0.4 FOOT
 JZ0908'NORTHEAST OF THE CONCRETE WING WALL AND ABOUT 0.5 FOOT ABOVE THE
 JZ0908'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1270 ***********************************************************************
 JZ1270  DESIGNATION -  P 274
 JZ1270  PID         -  JZ1270
 JZ1270  STATE/COUNTY-  IN/UNION
 JZ1270  COUNTRY     -  US
 JZ1270  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1270
 JZ1270                         *CURRENT SURVEY CONTROL
 JZ1270  ______________________________________________________________________
 JZ1270* NAD 83(1986) POSITION- 39 32 29.     (N) 084 51 12.     (W)   SCALED
 JZ1270* NAVD 88 ORTHO HEIGHT -   304.368 (meters)      998.58  (feet) ADJUSTED
 JZ1270  ______________________________________________________________________
 JZ1270  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 JZ1270  DYNAMIC HEIGHT  -        304.193 (meters)      998.01  (feet) COMP
 JZ1270  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 JZ1270
 JZ1270  VERT ORDER      -  SECOND    CLASS 0
 JZ1270
 JZ1270.The horizontal coordinates were scaled from a map and have
 JZ1270.an estimated accuracy of +/- 6 seconds.
 JZ1270
 JZ1270.The orthometric height was determined by differential leveling and
 JZ1270.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1270.in June 1991.
 JZ1270
 JZ1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1270.GEOID18 height accuracy estimate available here.
 JZ1270
 JZ1270.Click photographs - Photos may exist for this station.
 JZ1270
 JZ1270.The dynamic height is computed by dividing the NAVD 88
 JZ1270.geopotential number by the normal gravity value computed on the
 JZ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1270.degrees latitude (g = 980.6199 gals.).
 JZ1270
 JZ1270.The modeled gravity was interpolated from observed gravity values.
 JZ1270
 JZ1270;                    North         East    Units  Estimated Accuracy
 JZ1270;SPC IN E     -   476,920.      169,910.      MT  (+/- 180 meters Scaled)
 JZ1270
 JZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844790(NAD 83)
 JZ1270
 JZ1270                          SUPERSEDED SURVEY CONTROL
 JZ1270
 JZ1270  NGVD 29 (??/??/92)  304.526  (m)          999.10   (f) ADJ UNCH    2 0
 JZ1270
 JZ1270.Superseded values are not recommended for survey control.
 JZ1270
 JZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1270.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1270
 JZ1270_MARKER: DB = BENCH MARK DISK
 JZ1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1270_SP_SET: CULVERT HEADWALL
 JZ1270_STAMPING: P 274 1947
 JZ1270_MARK LOGO: CGS
 JZ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1270+STABILITY: SURFACE MOTION
 JZ1270
 JZ1270  HISTORY     - Date     Condition        Report By
 JZ1270  HISTORY     - 1947     MONUMENTED       CGS
 JZ1270
 JZ1270                          STATION DESCRIPTION
 JZ1270
 JZ1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1270'2.8 MI NE FROM NEW BATH.
 JZ1270'0.5 MILE EAST ALONG A BLACK TOP ROAD FROM THE STATE BANK AT
 JZ1270'NEW BATH, THENCE ABOUT 2.3 MILES NORTH ALONG A BLACK TOP ROAD,
 JZ1270'ABOUT 0.4 MILE NORTH OF THE CROSSROADS AT CHARLOTTESVILLE,
 JZ1270'ABOUT 0.15 MILE SOUTH OF A FARM HOUSE ON THE EAST SIDE OF THE
 JZ1270'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JZ1270'HEAD WALL OF A 26-INCH PIPE CULVERT, 13.5 FEET WEST OF THE
 JZ1270'CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT ABOVE THE ROAD LEVEL.
 JZ1270'MARK MAY BE REACHED FROM THE POST OFFICE AT COTTAGE GROVE BY
 JZ1270'GOING ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 27 THENCE ABOUT
 JZ1270'3.4 MILES SOUTH ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0089 ***********************************************************************
 HB0089  DESIGNATION -  P 275
 HB0089  PID         -  HB0089
 HB0089  STATE/COUNTY-  IN/POSEY
 HB0089  COUNTRY     -  US
 HB0089  USGS QUAD   -  EMMA (2018)
 HB0089
 HB0089                         *CURRENT SURVEY CONTROL
 HB0089  ______________________________________________________________________
 HB0089* NAD 83(1986) POSITION- 37 55 12.     (N) 088 00 40.     (W)   SCALED
 HB0089* NAVD 88 ORTHO HEIGHT -   110.209 (meters)      361.58  (feet) ADJUSTED
 HB0089  ______________________________________________________________________
 HB0089  GEOID HEIGHT    -        -30.434 (meters)                     GEOID18
 HB0089  DYNAMIC HEIGHT  -        110.134 (meters)      361.33  (feet) COMP
 HB0089  MODELED GRAVITY -    979,948.4   (mgal)                       NAVD 88
 HB0089
 HB0089  VERT ORDER      -  FIRST     CLASS II
 HB0089
 HB0089.The horizontal coordinates were scaled from a map and have
 HB0089.an estimated accuracy of +/- 6 seconds.
 HB0089
 HB0089.The orthometric height was determined by differential leveling and
 HB0089.adjusted by the NATIONAL GEODETIC SURVEY
 HB0089.in June 1991.
 HB0089
 HB0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0089.GEOID18 height accuracy estimate available here.
 HB0089
 HB0089.Click photographs - Photos may exist for this station.
 HB0089
 HB0089.The dynamic height is computed by dividing the NAVD 88
 HB0089.geopotential number by the normal gravity value computed on the
 HB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0089.degrees latitude (g = 980.6199 gals.).
 HB0089
 HB0089.The modeled gravity was interpolated from observed gravity values.
 HB0089
 HB0089;                    North         East    Units  Estimated Accuracy
 HB0089;SPC IN W     -   297,020.      818,420.      MT  (+/- 180 meters Scaled)
 HB0089
 HB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG111974(NAD 83)
 HB0089
 HB0089                          SUPERSEDED SURVEY CONTROL
 HB0089
 HB0089  NGVD 29 (11/26/84)  110.319  (m)          361.94   (f) ADJUSTED    1 2
 HB0089
 HB0089.Superseded values are not recommended for survey control.
 HB0089
 HB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0089.See file dsdata.pdf to determine how the superseded data were derived.
 HB0089
 HB0089_MARKER: DB = BENCH MARK DISK
 HB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0089_STAMPING: P 275 1954
 HB0089_MARK LOGO: CGS
 HB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0089+STABILITY: SURFACE MOTION
 HB0089
 HB0089  HISTORY     - Date     Condition        Report By
 HB0089  HISTORY     - 1954     MONUMENTED       CGS
 HB0089
 HB0089                          STATION DESCRIPTION
 HB0089
 HB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0089'1.6 MI W FROM PRAIRIE.
 HB0089'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS AT
 HB0089'PARIRIE, ABOUT 0.7 MILE NORTHEAST OF JUNCTION OF A ROAD SOUTH AND
 HB0089'HIGHWAY 1 ADING WEST TO MACKEYS FERRY LANDING ON WABASH RIVER,
 HB0089'ABOUT 0.9 MILE NORTHEAST OF A FERRY LANDING, NEAR THE SOUTH END
 HB0089'OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING EAST AND SOUTH,
 HB0089'21 FEET WEST OF CENTER LINE OF SOUTH TANGENT OF HIGHWAY, 61 FEET
 HB0089'NORTH OF TELEPHONE POLE NO. 155 (THE THIRD TELEPHONE POLE SOUTH
 HB0089'OF CURVE, 49 FEET SOUTHWEST AND ACROSS HIGHWAY FROM THE WEST END
 HB0089'OF THE SOUTH CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT UNDER A
 HB0089'DIM ROAD EAST, 25 FEET SOUTH OF CENTER LINE OF AN ABANDONED ROAD
 HB0089'WEST, 16 FEET SOUTH OF SOUTH END OF A 14-INCH METAL PIPE CULVERT
 HB0089'UNDER ABANDONED ROAD WEST, 1 1/2 FEET EAST OF A WHITE WOODEN
 HB0089'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 HB0089'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1605 ***********************************************************************
 JZ1605  DESIGNATION -  P 276
 JZ1605  PID         -  JZ1605
 JZ1605  STATE/COUNTY-  IN/FAYETTE
 JZ1605  COUNTRY     -  US
 JZ1605  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1605
 JZ1605                         *CURRENT SURVEY CONTROL
 JZ1605  ______________________________________________________________________
 JZ1605* NAD 83(1986) POSITION- 39 41 08.8    (N) 085 10 46.6    (W)   HD_HELD2
 JZ1605* NAVD 88 ORTHO HEIGHT -   309.419 (meters)     1015.15  (feet) ADJUSTED
 JZ1605  ______________________________________________________________________
 JZ1605  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ1605  DYNAMIC HEIGHT  -        309.238 (meters)     1014.56  (feet) COMP
 JZ1605  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 JZ1605
 JZ1605  VERT ORDER      -  SECOND    CLASS 0
 JZ1605
 JZ1605.The horizontal coordinates were established by autonomous hand held GPS
 JZ1605.observations and have an estimated accuracy of +/- 10 meters.
 JZ1605
 JZ1605.The orthometric height was determined by differential leveling and
 JZ1605.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1605.in June 1991.
 JZ1605
 JZ1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1605.GEOID18 height accuracy estimate available here.
 JZ1605
 JZ1605.Click photographs - Photos may exist for this station.
 JZ1605
 JZ1605.The dynamic height is computed by dividing the NAVD 88
 JZ1605.geopotential number by the normal gravity value computed on the
 JZ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1605.degrees latitude (g = 980.6199 gals.).
 JZ1605
 JZ1605.The modeled gravity was interpolated from observed gravity values.
 JZ1605
 JZ1605;                    North         East    Units  Estimated Accuracy
 JZ1605;SPC IN E     -   492,744.      141,780.      MT  (+/- 10 meters HH2 GPS)
 JZ1605
 JZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5610294466(NAD 83)
 JZ1605
 JZ1605                          SUPERSEDED SURVEY CONTROL
 JZ1605
 JZ1605  NGVD 29 (??/??/92)  309.558  (m)         1015.61   (f) ADJ UNCH    2 0
 JZ1605
 JZ1605.Superseded values are not recommended for survey control.
 JZ1605
 JZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1605.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1605
 JZ1605_MARKER: DB = BENCH MARK DISK
 JZ1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1605_SP_SET: BUILDING
 JZ1605_STAMPING: P 276 1947
 JZ1605_MARK LOGO: CGS
 JZ1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1605+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1605
 JZ1605  HISTORY     - Date     Condition        Report By
 JZ1605  HISTORY     - 1947     MONUMENTED       CGS
 JZ1605  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1605
 JZ1605                          STATION DESCRIPTION
 JZ1605
 JZ1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1605'AT HARRISBURGH.
 JZ1605'AT HARRISBURGH, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 JZ1605'CORNER OF THE SCHOOL BUILDING, 0.7 FOOT EAST OF THE CORNER, AND
 JZ1605'3.3 FEET ABOVE THE GROUND.
 JZ1605
 JZ1605                          STATION RECOVERY (2003)
 JZ1605
 JZ1605'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1298 ***********************************************************************
 JZ1298  DESIGNATION -  P 277
 JZ1298  PID         -  JZ1298
 JZ1298  STATE/COUNTY-  IN/WAYNE
 JZ1298  COUNTRY     -  US
 JZ1298  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1298
 JZ1298                         *CURRENT SURVEY CONTROL
 JZ1298  ______________________________________________________________________
 JZ1298* NAD 83(1986) POSITION- 39 44 36.     (N) 084 49 59.     (W)   SCALED
 JZ1298* NAVD 88 ORTHO HEIGHT -   347.673 (meters)     1140.66  (feet) ADJUSTED
 JZ1298  ______________________________________________________________________
 JZ1298  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 JZ1298  DYNAMIC HEIGHT  -        347.468 (meters)     1139.98  (feet) COMP
 JZ1298  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 JZ1298
 JZ1298  VERT ORDER      -  SECOND    CLASS 0
 JZ1298
 JZ1298.The horizontal coordinates were scaled from a map and have
 JZ1298.an estimated accuracy of +/- 6 seconds.
 JZ1298
 JZ1298.The orthometric height was determined by differential leveling and
 JZ1298.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1298.in June 1991.
 JZ1298
 JZ1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1298.GEOID18 height accuracy estimate available here.
 JZ1298
 JZ1298.Click photographs - Photos may exist for this station.
 JZ1298
 JZ1298.The dynamic height is computed by dividing the NAVD 88
 JZ1298.geopotential number by the normal gravity value computed on the
 JZ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1298.degrees latitude (g = 980.6199 gals.).
 JZ1298
 JZ1298.The modeled gravity was interpolated from observed gravity values.
 JZ1298
 JZ1298;                    North         East    Units  Estimated Accuracy
 JZ1298;SPC IN E     -   499,350.      171,450.      MT  (+/- 180 meters Scaled)
 JZ1298
 JZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK856015(NAD 83)
 JZ1298
 JZ1298                          SUPERSEDED SURVEY CONTROL
 JZ1298
 JZ1298  NGVD 29 (??/??/92)  347.819  (m)         1141.14   (f) ADJ UNCH    2 0
 JZ1298
 JZ1298.Superseded values are not recommended for survey control.
 JZ1298
 JZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1298.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1298
 JZ1298_MARKER: DB = BENCH MARK DISK
 JZ1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1298_STAMPING: P 277 1947
 JZ1298_MARK LOGO: CGS
 JZ1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1298+STABILITY: SURFACE MOTION
 JZ1298
 JZ1298  HISTORY     - Date     Condition        Report By
 JZ1298  HISTORY     - 1947     MONUMENTED       CGS
 JZ1298  HISTORY     - 20030506 MARK NOT FOUND   GEOCAC
 JZ1298
 JZ1298                          STATION DESCRIPTION
 JZ1298
 JZ1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1298'1 MI E FROM BOSTON.
 JZ1298'1.0 MILE EAST ALONG STATE HIGHWAY 122 FROM ITS INTERSECTION
 JZ1298'WITH STATE HIGHWAY 21 AT BOSTON, ABOUT 1.05 MILE WEST OF THE
 JZ1298'INDIANA-OHIO STATE LINE, AT A CROSS ROAD, 29 FEET SOUTH OF THE
 JZ1298'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF
 JZ1298'THE CROSS ROAD, 95.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JZ1298'AN OLD RED BRICK BUILDING, 7 FEET EAST OF A FENCE CORNER, 1 FOOT
 JZ1298'NORTH OF THE FENCE LINE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1298'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JZ1298'CONCRETE POST PROJECTING 4 INCHES.
 JZ1298
 JZ1298                          STATION RECOVERY (2003)
 JZ1298
 JZ1298'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1298'CONCRETE POST WITH METAL POST TO HOLD BENCHMARK DISK WAS FOUND AT THE
 JZ1298'DESCRIBED LOCATION.  (39 44.618, 84 49.993, 15FT ACCURACY WITH
 JZ1298'CONSUMER-GRADE GPS) THE DISK IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1308 ***********************************************************************
 HZ1308  DESIGNATION -  P 278
 HZ1308  PID         -  HZ1308
 HZ1308  STATE/COUNTY-  IN/CLARK
 HZ1308  COUNTRY     -  US
 HZ1308  USGS QUAD   -  BORDEN (2019)
 HZ1308
 HZ1308                         *CURRENT SURVEY CONTROL
 HZ1308  ______________________________________________________________________
 HZ1308* NAD 83(1986) POSITION- 38 27 13.     (N) 085 54 08.     (W)   SCALED
 HZ1308* NAVD 88 ORTHO HEIGHT -   159.236 (meters)      522.43  (feet) ADJUSTED
 HZ1308  ______________________________________________________________________
 HZ1308  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 HZ1308  DYNAMIC HEIGHT  -        159.128 (meters)      522.07  (feet) COMP
 HZ1308  MODELED GRAVITY -    979,949.4   (mgal)                       NAVD 88
 HZ1308
 HZ1308  VERT ORDER      -  FIRST     CLASS II
 HZ1308
 HZ1308.The horizontal coordinates were scaled from a map and have
 HZ1308.an estimated accuracy of +/- 6 seconds.
 HZ1308
 HZ1308.The orthometric height was determined by differential leveling and
 HZ1308.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1308.in June 1991.
 HZ1308
 HZ1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1308.GEOID18 height accuracy estimate available here.
 HZ1308
 HZ1308.Click photographs - Photos may exist for this station.
 HZ1308
 HZ1308.The dynamic height is computed by dividing the NAVD 88
 HZ1308.geopotential number by the normal gravity value computed on the
 HZ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1308.degrees latitude (g = 980.6199 gals.).
 HZ1308
 HZ1308.The modeled gravity was interpolated from observed gravity values.
 HZ1308
 HZ1308;                    North         East    Units  Estimated Accuracy
 HZ1308;SPC IN E     -   355,870.       79,440.      MT  (+/- 180 meters Scaled)
 HZ1308
 HZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH957567(NAD 83)
 HZ1308
 HZ1308                          SUPERSEDED SURVEY CONTROL
 HZ1308
 HZ1308  NGVD 29 (??/??/92)  159.370  (m)          522.87   (f) ADJ UNCH    1 2
 HZ1308
 HZ1308.Superseded values are not recommended for survey control.
 HZ1308
 HZ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1308.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1308
 HZ1308_MARKER: DB = BENCH MARK DISK
 HZ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1308_STAMPING: P 278 1949
 HZ1308_MARK LOGO: CGS
 HZ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1308+STABILITY: SURFACE MOTION
 HZ1308
 HZ1308  HISTORY     - Date     Condition        Report By
 HZ1308  HISTORY     - 1949     MONUMENTED       CGS
 HZ1308
 HZ1308                          STATION DESCRIPTION
 HZ1308
 HZ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1308'2.6 MI SE FROM BORDEN.
 HZ1308'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1308'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A PRIVATE
 HZ1308'ROAD CROSSING, 117 FEET NORTHWEST AND ACROSS THE TRACK FROM
 HZ1308'SEMAPHORE 301.5, 37 FEET EAST-NORTHEAST OF THE CENTER OF THE
 HZ1308'CROSSING, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET
 HZ1308'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 HZ1308'NORTH-NORTHEAST OF A TELEPHONE POLE, 195 FEET EAST OF A WHITE
 HZ1308'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 HZ1308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0179 ***********************************************************************
 JA0179  DESIGNATION -  P 279
 JA0179  PID         -  JA0179
 JA0179  STATE/COUNTY-  IN/WASHINGTON
 JA0179  COUNTRY     -  US
 JA0179  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0179
 JA0179                         *CURRENT SURVEY CONTROL
 JA0179  ______________________________________________________________________
 JA0179* NAD 83(1986) POSITION- 38 39 47.     (N) 086 17 15.     (W)   SCALED
 JA0179* NAVD 88 ORTHO HEIGHT -   243.966 (meters)      800.41  (feet) ADJUSTED
 JA0179  ______________________________________________________________________
 JA0179  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JA0179  DYNAMIC HEIGHT  -        243.805 (meters)      799.88  (feet) COMP
 JA0179  MODELED GRAVITY -    979,960.1   (mgal)                       NAVD 88
 JA0179
 JA0179  VERT ORDER      -  FIRST     CLASS II
 JA0179
 JA0179.The horizontal coordinates were scaled from a map and have
 JA0179.an estimated accuracy of +/- 6 seconds.
 JA0179
 JA0179.The orthometric height was determined by differential leveling and
 JA0179.adjusted by the NATIONAL GEODETIC SURVEY
 JA0179.in June 1991.
 JA0179
 JA0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0179.GEOID18 height accuracy estimate available here.
 JA0179
 JA0179.Click photographs - Photos may exist for this station.
 JA0179
 JA0179.The dynamic height is computed by dividing the NAVD 88
 JA0179.geopotential number by the normal gravity value computed on the
 JA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0179.degrees latitude (g = 980.6199 gals.).
 JA0179
 JA0179.The modeled gravity was interpolated from observed gravity values.
 JA0179
 JA0179;                    North         East    Units  Estimated Accuracy
 JA0179;SPC IN E     -   379,280.       45,970.      MT  (+/- 180 meters Scaled)
 JA0179
 JA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH619796(NAD 83)
 JA0179
 JA0179                          SUPERSEDED SURVEY CONTROL
 JA0179
 JA0179  NGVD 29 (??/??/92)  244.075  (m)          800.77   (f) ADJ UNCH    1 2
 JA0179
 JA0179.Superseded values are not recommended for survey control.
 JA0179
 JA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0179.See file dsdata.pdf to determine how the superseded data were derived.
 JA0179
 JA0179_MARKER: DB = BENCH MARK DISK
 JA0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0179_STAMPING: P 279 1949
 JA0179_MARK LOGO: CGS
 JA0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0179+STABILITY: SURFACE MOTION
 JA0179
 JA0179  HISTORY     - Date     Condition        Report By
 JA0179  HISTORY     - 1949     MONUMENTED       CGS
 JA0179
 JA0179                          STATION DESCRIPTION
 JA0179
 JA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0179'1.7 MI NW FROM CAMPBELLSBURG.
 JA0179'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0179'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, ABOUT
 JA0179'0.1 MILE SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 60, AT THE
 JA0179'SOUTHEAST EDGE OF SALTILLO, 107 FEET EAST OF THE CENTER LINE
 JA0179'OF A STREET CROSSING, 69.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 JA0179'A FRAME HOUSE, 109 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE
 JA0179'FRAME HOUSE, 16.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.4
 JA0179'SOUTHWEST OF THE CENTER LINE OF DRIVEWAY SOUTHEAST TO THE WHITE
 JA0179'FRAME HOUSE, 5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF
 JA0179'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0179'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0402 ***********************************************************************
 KA0402  DESIGNATION -  P 280
 KA0402  PID         -  KA0402
 KA0402  STATE/COUNTY-  IN/GREENE
 KA0402  COUNTRY     -  US
 KA0402  USGS QUAD   -  SOLSBERRY (2019)
 KA0402
 KA0402                         *CURRENT SURVEY CONTROL
 KA0402  ______________________________________________________________________
 KA0402* NAD 83(1986) POSITION- 39 01 00.     (N) 086 47 27.     (W)   SCALED
 KA0402* NAVD 88 ORTHO HEIGHT -   248.304 (meters)      814.64  (feet) ADJUSTED
 KA0402  ______________________________________________________________________
 KA0402  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 KA0402  DYNAMIC HEIGHT  -        248.149 (meters)      814.14  (feet) COMP
 KA0402  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 KA0402
 KA0402  VERT ORDER      -  FIRST     CLASS II
 KA0402
 KA0402.The horizontal coordinates were scaled from a map and have
 KA0402.an estimated accuracy of +/- 6 seconds.
 KA0402
 KA0402.The orthometric height was determined by differential leveling and
 KA0402.adjusted by the NATIONAL GEODETIC SURVEY
 KA0402.in June 1991.
 KA0402
 KA0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0402.GEOID18 height accuracy estimate available here.
 KA0402
 KA0402.Click photographs - Photos may exist for this station.
 KA0402
 KA0402.The dynamic height is computed by dividing the NAVD 88
 KA0402.geopotential number by the normal gravity value computed on the
 KA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0402.degrees latitude (g = 980.6199 gals.).
 KA0402
 KA0402.The modeled gravity was interpolated from observed gravity values.
 KA0402
 KA0402;                    North         East    Units  Estimated Accuracy
 KA0402;SPC IN W     -   418,390.      925,330.      MT  (+/- 180 meters Scaled)
 KA0402
 KA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ181186(NAD 83)
 KA0402
 KA0402                          SUPERSEDED SURVEY CONTROL
 KA0402
 KA0402  NGVD 29 (??/??/92)  248.429  (m)          815.05   (f) ADJ UNCH    1 2
 KA0402
 KA0402.Superseded values are not recommended for survey control.
 KA0402
 KA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0402.See file dsdata.pdf to determine how the superseded data were derived.
 KA0402
 KA0402_MARKER: DB = BENCH MARK DISK
 KA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0402_STAMPING: P 280 1949
 KA0402_MARK LOGO: CGS
 KA0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0402+STABILITY: SURFACE MOTION
 KA0402
 KA0402  HISTORY     - Date     Condition        Report By
 KA0402  HISTORY     - 1949     MONUMENTED       CGS
 KA0402
 KA0402                          STATION DESCRIPTION
 KA0402
 KA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0402'4 MI W FROM CINCINNATI.
 KA0402'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE CHRISTIAN
 KA0402'CHURCH AT CINCINNATI, THENCE ABOUT 3.35 MILES SOUTHWEST ALONG
 KA0402'A GRAVEL ROAD, ABOUT 0.15 MILE WEST OF A CHURCH AND FILLING
 KA0402'STATION, ON THE OUTSIDE OF A LONG CURVE, 23 FEET NORTHEAST OF
 KA0402'THE NORTHEAST CORNER OF A BARN, 20 FEET SOUTH OF THE CENTER LINE
 KA0402'OF THE ROAD, 13 FEET SOUTHWEST OF A APPLE TREE IN A FENCE CORNER,
 KA0402'2 FEET NORTH OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 KA0402'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET
 KA0402'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0123 ***********************************************************************
 JA0123  DESIGNATION -  P 281
 JA0123  PID         -  JA0123
 JA0123  STATE/COUNTY-  IN/LAWRENCE
 JA0123  COUNTRY     -  US
 JA0123  USGS QUAD   -  BEDFORD EAST (2019)
 JA0123
 JA0123                         *CURRENT SURVEY CONTROL
 JA0123  ______________________________________________________________________
 JA0123* NAD 83(1986) POSITION- 38 51 41.     (N) 086 29 26.     (W)   SCALED
 JA0123* NAVD 88 ORTHO HEIGHT -   214.974 (meters)      705.29  (feet) ADJUSTED
 JA0123  ______________________________________________________________________
 JA0123  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 JA0123  DYNAMIC HEIGHT  -        214.840 (meters)      704.85  (feet) COMP
 JA0123  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JA0123
 JA0123  VERT ORDER      -  FIRST     CLASS II
 JA0123
 JA0123.The horizontal coordinates were scaled from a map and have
 JA0123.an estimated accuracy of +/- 6 seconds.
 JA0123
 JA0123.The orthometric height was determined by differential leveling and
 JA0123.adjusted by the NATIONAL GEODETIC SURVEY
 JA0123.in June 1991.
 JA0123
 JA0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0123.GEOID18 height accuracy estimate available here.
 JA0123
 JA0123.Click photographs - Photos may exist for this station.
 JA0123
 JA0123.The dynamic height is computed by dividing the NAVD 88
 JA0123.geopotential number by the normal gravity value computed on the
 JA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0123.degrees latitude (g = 980.6199 gals.).
 JA0123
 JA0123.The modeled gravity was interpolated from observed gravity values.
 JA0123
 JA0123;                    North         East    Units  Estimated Accuracy
 JA0123;SPC IN W     -   401,280.      951,450.      MT  (+/- 180 meters Scaled)
 JA0123
 JA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ441015(NAD 83)
 JA0123
 JA0123                          SUPERSEDED SURVEY CONTROL
 JA0123
 JA0123  NGVD 29 (??/??/92)  215.09   (m)          705.7    (f) COMPUTED    1 2
 JA0123
 JA0123.Superseded values are not recommended for survey control.
 JA0123
 JA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0123.See file dsdata.pdf to determine how the superseded data were derived.
 JA0123
 JA0123_MARKER: DB = BENCH MARK DISK
 JA0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0123_SP_SET: BUILDING WALL
 JA0123_STAMPING: P 281 1949
 JA0123_MARK LOGO: CGS
 JA0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0123
 JA0123  HISTORY     - Date     Condition        Report By
 JA0123  HISTORY     - 1949     MONUMENTED       CGS
 JA0123  HISTORY     - 1967     MARK NOT FOUND   CGS
 JA0123
 JA0123                          STATION DESCRIPTION
 JA0123
 JA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0123'AT BEDFORD.
 JA0123'AT BEDFORD, IN THE NORTHEAST QUARTER OF THE CROSSING OF 16TH
 JA0123'AND O STREETS, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST
 JA0123'CORNER OF THE BEDFORD HIGH SCHOOL, AT THE WEST END OF THE PART
 JA0123'OF THE SCHOOL THAT IS CONCRETE WHERE THE REMAINING PART OF THE
 JA0123'SCHOOL WEST IS BRICK, 13 FEET SOUTH OF THE SOUTHEAST CORNER OF
 JA0123'THE BRICK PART OF THE BUILDING, 1.5 FEET NORTH OF THE SOUTHWEST
 JA0123'CORNER OF THE CONCRETE PART OF THE BUILDING, AND ABOUT 1.5 FEET
 JA0123'ABOVE THE LEVEL OF THE SIDEWALK.
 JA0123
 JA0123                          STATION RECOVERY (1967)
 JA0123
 JA0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0194 ***********************************************************************
 JB0194  DESIGNATION -  P 282
 JB0194  PID         -  JB0194
 JB0194  STATE/COUNTY-  IN/POSEY
 JB0194  COUNTRY     -  US
 JB0194  USGS QUAD   -  MAUNIE (2018)
 JB0194
 JB0194                         *CURRENT SURVEY CONTROL
 JB0194  ______________________________________________________________________
 JB0194* NAD 83(1986) POSITION- 38 01 53.     (N) 088 00 22.     (W)   SCALED
 JB0194* NAVD 88 ORTHO HEIGHT -   109.008 (meters)      357.64  (feet) ADJUSTED
 JB0194  ______________________________________________________________________
 JB0194  GEOID HEIGHT    -        -30.606 (meters)                     GEOID18
 JB0194  DYNAMIC HEIGHT  -        108.934 (meters)      357.39  (feet) COMP
 JB0194  MODELED GRAVITY -    979,952.4   (mgal)                       NAVD 88
 JB0194
 JB0194  VERT ORDER      -  FIRST     CLASS II
 JB0194
 JB0194.The horizontal coordinates were scaled from a map and have
 JB0194.an estimated accuracy of +/- 6 seconds.
 JB0194
 JB0194.The orthometric height was determined by differential leveling and
 JB0194.adjusted by the NATIONAL GEODETIC SURVEY
 JB0194.in June 1991.
 JB0194
 JB0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0194.GEOID18 height accuracy estimate available here.
 JB0194
 JB0194.Click photographs - Photos may exist for this station.
 JB0194
 JB0194.The dynamic height is computed by dividing the NAVD 88
 JB0194.geopotential number by the normal gravity value computed on the
 JB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0194.degrees latitude (g = 980.6199 gals.).
 JB0194
 JB0194.The modeled gravity was interpolated from observed gravity values.
 JB0194
 JB0194;                    North         East    Units  Estimated Accuracy
 JB0194;SPC IN W     -   309,380.      818,990.      MT  (+/- 180 meters Scaled)
 JB0194
 JB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH117097(NAD 83)
 JB0194
 JB0194                          SUPERSEDED SURVEY CONTROL
 JB0194
 JB0194  NGVD 29 (??/??/92)  109.124  (m)          358.02   (f) ADJ UNCH    1 2
 JB0194
 JB0194.Superseded values are not recommended for survey control.
 JB0194
 JB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0194.See file dsdata.pdf to determine how the superseded data were derived.
 JB0194
 JB0194_MARKER: DB = BENCH MARK DISK
 JB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0194_STAMPING: P 282 1954
 JB0194_MARK LOGO: CGS
 JB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0194+STABILITY: SURFACE MOTION
 JB0194
 JB0194  HISTORY     - Date     Condition        Report By
 JB0194  HISTORY     - 1954     MONUMENTED       CGS
 JB0194  HISTORY     - 1974     GOOD             USGS
 JB0194
 JB0194                          STATION DESCRIPTION
 JB0194
 JB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0194'11.2 MI SW FROM NEW HARMONY.
 JB0194'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 JB0194'OF U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0194'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0194'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0194'TO A ROAD JUNCTION AND MC FADEN CEMETERY, THENCE ABOUT 0.65
 JB0194'MILE EAST ALONG A GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 0.65
 JB0194'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE WEST ALONG
 JB0194'A GRAVEL ROAD, THENCE ABOUT 0.45 MILE NORTH ALONG A GRADED ROAD,
 JB0194'ON THE LEFT BANK OF WABASH RIVER, 13 FEET SOUTHWEST OF CENTER
 JB0194'LINE OF ROAD, 551 FEET SOUTH AND ACROSS A PLOWED FIELD FROM AN
 JB0194'EAST-WEST FENCE LINE, 72 FEET EAST OF THE TOP OF LOW BANK OF
 JB0194'RIVER, 18 1/2 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 16-INCH
 JB0194'MAPLE TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JB0194'1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JB0194'POST PROJECTING 5 INCHES.  THE MARK HAS BEEN COVERED BY SILT AND
 JB0194'IS NOW 1.0 FT. UNDERGROUND.  THE 16 IN MAPLE TREE MENTIONED IN
 JB0194'THE ORIGINAL DESCRIPTION IS NOW ABOUT 30 INCHES IN DIAMETER AND
 JB0194'THE MARK IS 17 FT. NNW OF THE NORTH SIDE OF THE TREE.  TWO MORE
 JB0194'MAPLE TREES WERE BLAZED WITH TRIANGLES AS REF. MARKS.  A 6 IN MAPLE
 JB0194'IS 10.4 FT WNW OF THE MARK AND AN 8 IN MAPLE IS 17.0 WNW.  BOTH
 JB0194'BLAZED ON THE SE SIDE.
 JB0194
 JB0194                          STATION RECOVERY (1974)
 JB0194
 JB0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0926 ***********************************************************************
 HA0926  DESIGNATION -  P 283
 HA0926  PID         -  HA0926
 HA0926  STATE/COUNTY-  IN/POSEY
 HA0926  COUNTRY     -  US
 HA0926  USGS QUAD   -  UNIONTOWN (2019)
 HA0926
 HA0926                         *CURRENT SURVEY CONTROL
 HA0926  ______________________________________________________________________
 HA0926* NAD 83(1986) POSITION- 37 48 20.     (N) 087 59 08.     (W)   SCALED
 HA0926* NAVD 88 ORTHO HEIGHT -   111.635 (meters)      366.26  (feet) ADJUSTED
 HA0926  ______________________________________________________________________
 HA0926  GEOID HEIGHT    -        -30.253 (meters)                     GEOID18
 HA0926  DYNAMIC HEIGHT  -        111.558 (meters)      366.00  (feet) COMP
 HA0926  MODELED GRAVITY -    979,939.0   (mgal)                       NAVD 88
 HA0926
 HA0926  VERT ORDER      -  FIRST     CLASS II
 HA0926
 HA0926.The horizontal coordinates were scaled from a map and have
 HA0926.an estimated accuracy of +/- 6 seconds.
 HA0926
 HA0926.The orthometric height was determined by differential leveling and
 HA0926.adjusted by the NATIONAL GEODETIC SURVEY
 HA0926.in June 1991.
 HA0926
 HA0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0926.GEOID18 height accuracy estimate available here.
 HA0926
 HA0926.Click photographs - Photos may exist for this station.
 HA0926
 HA0926.The dynamic height is computed by dividing the NAVD 88
 HA0926.geopotential number by the normal gravity value computed on the
 HA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0926.degrees latitude (g = 980.6199 gals.).
 HA0926
 HA0926.The modeled gravity was interpolated from observed gravity values.
 HA0926
 HA0926;                    North         East    Units  Estimated Accuracy
 HA0926;SPC IN W     -   284,300.      820,550.      MT  (+/- 180 meters Scaled)
 HA0926
 HA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG132846(NAD 83)
 HA0926
 HA0926                          SUPERSEDED SURVEY CONTROL
 HA0926
 HA0926  NGVD 29 (??/??/92)  111.739  (m)          366.60   (f) ADJ UNCH    1 2
 HA0926
 HA0926.Superseded values are not recommended for survey control.
 HA0926
 HA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0926.See file dsdata.pdf to determine how the superseded data were derived.
 HA0926
 HA0926_MARKER: DB = BENCH MARK DISK
 HA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0926_STAMPING: P 283 1954
 HA0926_MARK LOGO: CGS
 HA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0926+STABILITY: SURFACE MOTION
 HA0926
 HA0926  HISTORY     - Date     Condition        Report By
 HA0926  HISTORY     - 1954     MONUMENTED       CGS
 HA0926  HISTORY     - 1963     GOOD             USACE
 HA0926  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0926  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0926
 HA0926                          STATION DESCRIPTION
 HA0926
 HA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0926'15.6 MI S FROM PRAIRIE.
 HA0926'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HA0926'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST,
 HA0926'ABOUT 1.4 MILES SOUTH AND SOUTHWEST, ABOUT 1.5 MILES WEST AND
 HA0926'SOUTH, ABOUT 0.95 MILE WEST, ABOUT 1.5 MILES SOUTH, ABOUT 0.95
 HA0926'MILE EAST, ABOUT 0.6 MILE SOUTH, ABOUT 0.7 MILE SOUTHWEST, ABOUT
 HA0926'1.0 MILE EAST, ABOUT 1.4 MILES SOUTH, ABOUT 1.1 MILES EAST AND
 HA0926'ABOUT 0.95 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.95 MILE SOUTH
 HA0926'OF A CROSSROAD AND CRONBACK SCHOOL (ABANDONED), ABOUT 0.15 MILE
 HA0926'NORTHEAST OF W.H. JARRED RESIDENCE, 360 FEET WEST OF A RIGHT
 HA0926'ANGLE TURN IN ROAD WITH TANGENTS EXTENDING WEST AND NORTH,
 HA0926'27 FEET NORTH OF CENTER LINE OF ROAD, 181 FEET WEST-NORTHWEST
 HA0926'AND ACROSS ROAD FROM THE NORTHWEST CORNER OF A SMALL WHITE FRAME
 HA0926'HOUSE, 75 FEET WEST OF POWER POLE NO. 38598, 13 1/2 FEET NORTHEAST
 HA0926'OF A FENCE CORNER, 12 FEET SOUTHEAST OF ANOTHER FENCE CORNER,
 HA0926'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET
 HA0926'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HA0926'PROJECTING 3 INCHES.
 HA0926
 HA0926                          STATION RECOVERY (1963)
 HA0926
 HA0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1963
 HA0926'RECOVERED IN GOOD CONDITION.
 HA0926
 HA0926                          STATION RECOVERY (1976)
 HA0926
 HA0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0926'MARK NOT FOUND.
 HA0926
 HA0926                          STATION RECOVERY (1976)
 HA0926
 HA0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0926'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1196 ***********************************************************************
 JA1196  DESIGNATION -  P 284
 JA1196  PID         -  JA1196
 JA1196  STATE/COUNTY-  IN/GIBSON
 JA1196  COUNTRY     -  US
 JA1196  USGS QUAD   -  NEW HARMONY (2019)
 JA1196
 JA1196                         *CURRENT SURVEY CONTROL
 JA1196  ______________________________________________________________________
 JA1196* NAD 83(1986) POSITION- 38 14 43.     (N) 087 57 02.     (W)   SCALED
 JA1196* NAVD 88 ORTHO HEIGHT -   115.110 (meters)      377.66  (feet) ADJUSTED
 JA1196  ______________________________________________________________________
 JA1196  GEOID HEIGHT    -        -30.934 (meters)                     GEOID18
 JA1196  DYNAMIC HEIGHT  -        115.034 (meters)      377.41  (feet) COMP
 JA1196  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 JA1196
 JA1196  VERT ORDER      -  FIRST     CLASS II
 JA1196
 JA1196.The horizontal coordinates were scaled from a map and have
 JA1196.an estimated accuracy of +/- 6 seconds.
 JA1196
 JA1196.The orthometric height was determined by differential leveling and
 JA1196.adjusted by the NATIONAL GEODETIC SURVEY
 JA1196.in June 1991.
 JA1196
 JA1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1196.GEOID18 height accuracy estimate available here.
 JA1196
 JA1196.Click photographs - Photos may exist for this station.
 JA1196
 JA1196.The dynamic height is computed by dividing the NAVD 88
 JA1196.geopotential number by the normal gravity value computed on the
 JA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1196.degrees latitude (g = 980.6199 gals.).
 JA1196
 JA1196.The modeled gravity was interpolated from observed gravity values.
 JA1196
 JA1196;                    North         East    Units  Estimated Accuracy
 JA1196;SPC IN W     -   333,070.      824,090.      MT  (+/- 180 meters Scaled)
 JA1196
 JA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH168334(NAD 83)
 JA1196
 JA1196                          SUPERSEDED SURVEY CONTROL
 JA1196
 JA1196  NGVD 29 (??/??/92)  115.239  (m)          378.08   (f) ADJ UNCH    1 2
 JA1196
 JA1196.Superseded values are not recommended for survey control.
 JA1196
 JA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1196.See file dsdata.pdf to determine how the superseded data were derived.
 JA1196
 JA1196_MARKER: DB = BENCH MARK DISK
 JA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1196_STAMPING: P 284 1954
 JA1196_MARK LOGO: CGS
 JA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1196+STABILITY: SURFACE MOTION
 JA1196
 JA1196  HISTORY     - Date     Condition        Report By
 JA1196  HISTORY     - 1954     MONUMENTED       CGS
 JA1196
 JA1196                          STATION DESCRIPTION
 JA1196
 JA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1196'9.4 MI SW FROM CROWLEYVILLE.
 JA1196'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1196'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1196'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1196'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 JA1196'ROAD, THENCE ABOUT 1.85 MILES SOUTHWEST ALONG A ROAD FOLLOWING
 JA1196'LEFT BANK OF WABASH RIVER, THENCE ABOUT 0.5 MILE SOUTH ALONG A ROAD,
 JA1196'THENCE ABOUT 1.85 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JA1196'0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE NORTHEAST
 JA1196'OF A 60-FOOT STEEL BRIDGE OVER A STREAM, AT A DIM EAST-WEST ROAD
 JA1196'CROSSING, 26 FEET WEST-NORTHWEST OF CENTER LINE OF GRAVEL ROAD,
 JA1196'60 FEET SOUTHWEST OF CENTER OF INTERSECTION, 40 FEET SOUTH OF
 JA1196'CENTER LINE OF DIM ROAD WEST, 2 FEET NORTHWEST OF A WHITE WOODEN
 JA1196'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 JA1196'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 JA1196'REACHED FROM NEW HARMONY, POSEY COUNTY, BY GOING ABOUT 1.2 MILES
 JA1196'EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY NATIONAL BANK, THENCE
 JA1196'ABOUT 4.35 MILES NORTH AND NORTHWEST ALONG A BLACK TOP ROAD TO A
 JA1196'POINT ABOUT 0.15 MILE NORTHWEST OF BRIDGE OVER BLACK RIVER,
 JA1196'THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 JA1196'1.85 MILE WEST AND NORTHWEST ALONG A FARM ROAD, THENCE ABOUT 0.5
 JA1196'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.65 MILE WEST ALONG
 JA1196'A GRAVEL ROAD, THENCE ABOUT 1.3 MILES NORTH ALONG A GRAVEL ROAD,
 JA1196'THENCE ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE
 JA1196'ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE
 JA1196'EAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.2 MILES NORTHEAST ALONG
 JA1196'A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1159 ***********************************************************************
 JA1159  DESIGNATION -  P 285
 JA1159  PID         -  JA1159
 JA1159  STATE/COUNTY-  IN/KNOX
 JA1159  COUNTRY     -  US
 JA1159  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1159
 JA1159                         *CURRENT SURVEY CONTROL
 JA1159  ______________________________________________________________________
 JA1159* NAD 83(1986) POSITION- 38 26 20.     (N) 087 44 06.     (W)   SCALED
 JA1159* NAVD 88 ORTHO HEIGHT -   122.112 (meters)      400.63  (feet) ADJUSTED
 JA1159  ______________________________________________________________________
 JA1159  GEOID HEIGHT    -        -31.313 (meters)                     GEOID18
 JA1159  DYNAMIC HEIGHT  -        122.034 (meters)      400.37  (feet) COMP
 JA1159  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 JA1159
 JA1159  VERT ORDER      -  FIRST     CLASS II
 JA1159
 JA1159.The horizontal coordinates were scaled from a map and have
 JA1159.an estimated accuracy of +/- 6 seconds.
 JA1159
 JA1159.The orthometric height was determined by differential leveling and
 JA1159.adjusted by the NATIONAL GEODETIC SURVEY
 JA1159.in June 1991.
 JA1159
 JA1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1159.GEOID18 height accuracy estimate available here.
 JA1159
 JA1159.Click photographs - Photos may exist for this station.
 JA1159
 JA1159.The dynamic height is computed by dividing the NAVD 88
 JA1159.geopotential number by the normal gravity value computed on the
 JA1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1159.degrees latitude (g = 980.6199 gals.).
 JA1159
 JA1159.The modeled gravity was interpolated from observed gravity values.
 JA1159
 JA1159;                    North         East    Units  Estimated Accuracy
 JA1159;SPC IN W     -   354,410.      843,110.      MT  (+/- 180 meters Scaled)
 JA1159
 JA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH358547(NAD 83)
 JA1159
 JA1159                          SUPERSEDED SURVEY CONTROL
 JA1159
 JA1159  NGVD 29 (??/??/92)  122.247  (m)          401.07   (f) ADJ UNCH    1 2
 JA1159
 JA1159.Superseded values are not recommended for survey control.
 JA1159
 JA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1159.See file dsdata.pdf to determine how the superseded data were derived.
 JA1159
 JA1159_MARKER: DB = BENCH MARK DISK
 JA1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1159_STAMPING: P 285 1954
 JA1159_MARK LOGO: CGS
 JA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1159+STABILITY: SURFACE MOTION
 JA1159
 JA1159  HISTORY     - Date     Condition        Report By
 JA1159  HISTORY     - 1954     MONUMENTED       CGS
 JA1159
 JA1159                          STATION DESCRIPTION
 JA1159
 JA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1159'1.7 MI NE FROM MT CARMEL.
 JA1159'ABOUT 1.7 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1159'LEFT BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT.
 JA1159'CARMEL, ILLINOIS, ABOUT 0.5 MILE NORTHEAST OF ABANDONED GRAND
 JA1159'RAPIDS LOCK AND DAM, AT THE NORTHEAST POINT OF A PROMINENT KNOLL
 JA1159'ON RIVER BANK, 37 FEET NORTHWEST OF CENTER LINE OF ROAD, 76 FEET
 JA1159'WEST-NORTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH
 JA1159'GUM TREE, 32 FEET EAST-NORTHEAST OF A 24-INCH SYCAMORE TREE,
 JA1159'24 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH GUM TREE,
 JA1159'15 1/2 FEET SOUTH-SOUTHEAST OF AN 8-INCH HICKORY TREE, 2 FEET
 JA1159'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 JA1159'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1159'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1135 ***********************************************************************
 ME1135  DESIGNATION -  P 286
 ME1135  PID         -  ME1135
 ME1135  STATE/COUNTY-  IN/LAKE
 ME1135  COUNTRY     -  US
 ME1135  USGS QUAD   -  SCHNEIDER (2019)
 ME1135
 ME1135                         *CURRENT SURVEY CONTROL
 ME1135  ______________________________________________________________________
 ME1135* NAD 83(1986) POSITION- 41 13 17.49   (N) 087 26 50.14   (W)   HD_HELD1
 ME1135* NAVD 88 ORTHO HEIGHT -   195.463 (meters)      641.28  (feet) ADJUSTED
 ME1135  ______________________________________________________________________
 ME1135  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 ME1135  DYNAMIC HEIGHT  -        195.381 (meters)      641.01  (feet) COMP
 ME1135  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 ME1135
 ME1135  VERT ORDER      -  SECOND    CLASS 0
 ME1135
 ME1135.The horizontal coordinates were determined by differentially corrected
 ME1135.hand held GPS observations or other comparable positioning techniques
 ME1135.and have an estimated accuracy of +/- 3 meters.
 ME1135
 ME1135.The orthometric height was determined by differential leveling and
 ME1135.adjusted by the NATIONAL GEODETIC SURVEY
 ME1135.in June 1991.
 ME1135
 ME1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1135.GEOID18 height accuracy estimate available here.
 ME1135
 ME1135.Click photographs - Photos may exist for this station.
 ME1135
 ME1135.The dynamic height is computed by dividing the NAVD 88
 ME1135.geopotential number by the normal gravity value computed on the
 ME1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1135.degrees latitude (g = 980.6199 gals.).
 ME1135
 ME1135.The modeled gravity was interpolated from observed gravity values.
 ME1135
 ME1135;                    North         East    Units  Estimated Accuracy
 ME1135;SPC IN W     -   663,222.9     869,484.6     MT  (+/- 3 meters HH1 GPS) 
 ME1135
 ME1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6251063445(NAD 83)
 ME1135
 ME1135                          SUPERSEDED SURVEY CONTROL
 ME1135
 ME1135  NGVD 29 (??/??/92)  195.548  (m)          641.56   (f) ADJ UNCH    2 0
 ME1135
 ME1135.Superseded values are not recommended for survey control.
 ME1135
 ME1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1135.See file dsdata.pdf to determine how the superseded data were derived.
 ME1135
 ME1135_MARKER: DB = BENCH MARK DISK
 ME1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1135_STAMPING: P 286 1954
 ME1135_MARK LOGO: CGS
 ME1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1135+STABILITY: SURFACE MOTION
 ME1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1135+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 ME1135
 ME1135  HISTORY     - Date     Condition        Report By
 ME1135  HISTORY     - 1954     MONUMENTED       CGS
 ME1135  HISTORY     - 1981     GOOD             INDNR
 ME1135  HISTORY     - 20090604 GOOD             ACCU
 ME1135  HISTORY     - 20200221 GOOD             IN-089
 ME1135
 ME1135                          STATION DESCRIPTION
 ME1135
 ME1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1135'2.3 MI N FROM SCHNEIDER.
 ME1135'ABOUT 2.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1135'THE STAION AT SCHNEIDER, ABOUT 2.6 MILES SOUTH OF THE ROAD
 ME1135'CROSSING AT BELSHAW, AT A GRAVEL ROAD CROSSING, 65 FEET EAST OF
 ME1135'EAST RAIL, 136 1/2 FEET NORTHEAST OF CENTER OF CROSSING OF ROAD
 ME1135'AND EAST TRACK, 118 FEET NORTHEAST OF CROSSING WARNING SIGN,
 ME1135'187 FEET SOUTHEAST AND ACROSS TRACK FROM STATION STAKE NO. 1605,
 ME1135'1 FOOT WEST OF A FENCE LINE, 103 FEET NORTH OF A FENCE CORNER,
 ME1135'106 FEET NORTH OF POWER POLE NO. 368-193, ABOUT LEVEL WITH
 ME1135'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ME1135
 ME1135                          STATION RECOVERY (1981)
 ME1135
 ME1135'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME1135'RECOVERED IN GOOD CONDITION.
 ME1135
 ME1135                          STATION RECOVERY (2009)
 ME1135
 ME1135'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WC)
 ME1135'RECOVERED ON THE EAST SIDE OF NEW FENCE
 ME1135
 ME1135                          STATION RECOVERY (2020)
 ME1135
 ME1135'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0705 ***********************************************************************
 ME0705  DESIGNATION -  P 29
 ME0705  PID         -  ME0705
 ME0705  STATE/COUNTY-  IN/PULASKI
 ME0705  COUNTRY     -  US
 ME0705  USGS QUAD   -  MEDARYVILLE (2019)
 ME0705
 ME0705                         *CURRENT SURVEY CONTROL
 ME0705  ______________________________________________________________________
 ME0705* NAD 83(1986) POSITION- 41 07 17.     (N) 086 53 15.     (W)   SCALED
 ME0705* NAVD 88 ORTHO HEIGHT -   214.271 (meters)      702.99  (feet) ADJUSTED
 ME0705  ______________________________________________________________________
 ME0705  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 ME0705  DYNAMIC HEIGHT  -        214.178 (meters)      702.68  (feet) COMP
 ME0705  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 ME0705
 ME0705  VERT ORDER      -  SECOND    CLASS 0
 ME0705
 ME0705.The horizontal coordinates were scaled from a map and have
 ME0705.an estimated accuracy of +/- 6 seconds.
 ME0705
 ME0705.The orthometric height was determined by differential leveling and
 ME0705.adjusted by the NATIONAL GEODETIC SURVEY
 ME0705.in June 1991.
 ME0705
 ME0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0705.GEOID18 height accuracy estimate available here.
 ME0705
 ME0705.Click photographs - Photos may exist for this station.
 ME0705
 ME0705.The dynamic height is computed by dividing the NAVD 88
 ME0705.geopotential number by the normal gravity value computed on the
 ME0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0705.degrees latitude (g = 980.6199 gals.).
 ME0705
 ME0705.The modeled gravity was interpolated from observed gravity values.
 ME0705
 ME0705;                    North         East    Units  Estimated Accuracy
 ME0705;SPC IN W     -   652,060.      916,450.      MT  (+/- 180 meters Scaled)
 ME0705
 ME0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL094522(NAD 83)
 ME0705
 ME0705                          SUPERSEDED SURVEY CONTROL
 ME0705
 ME0705  NGVD 29 (??/??/92)  214.364  (m)          703.29   (f) ADJ UNCH    2 0
 ME0705
 ME0705.Superseded values are not recommended for survey control.
 ME0705
 ME0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0705.See file dsdata.pdf to determine how the superseded data were derived.
 ME0705
 ME0705_MARKER: DB = BENCH MARK DISK
 ME0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0705_STAMPING: P 29 1934
 ME0705_MARK LOGO: CGS
 ME0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0705+STABILITY: SURFACE MOTION
 ME0705
 ME0705  HISTORY     - Date     Condition        Report By
 ME0705  HISTORY     - 1934     MONUMENTED       CGS
 ME0705
 ME0705                          STATION DESCRIPTION
 ME0705
 ME0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0705'2.9 MI N FROM MEDARYVILLE.
 ME0705'2.9 MILES NORTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 ME0705'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT
 ME0705'MEDARYVILLE, PULASKI COUNTY 506 FEET NORTH OF MILEPOST A 18, IN
 ME0705'THE NORTHEAST ANGLE OF A ROAD CROSSING, 36.2 FEET EAST OF THE
 ME0705'EAST RAIL, 25.4 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 ME0705'11.4 FEET WEST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER THAN
 ME0705'THE TRACK.  A STANDARD DISK, STAMPED P 29 1934 AND SET IN THE
 ME0705'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1305 ***********************************************************************
 JA1305  DESIGNATION -  P 292
 JA1305  PID         -  JA1305
 JA1305  STATE/COUNTY-  IN/KNOX
 JA1305  COUNTRY     -  US
 JA1305  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1305
 JA1305                         *CURRENT SURVEY CONTROL
 JA1305  ______________________________________________________________________
 JA1305* NAD 83(1986) POSITION- 38 51 36.     (N) 087 30 24.     (W)   SCALED
 JA1305* NAVD 88 ORTHO HEIGHT -   130.987 (meters)      429.75  (feet) ADJUSTED
 JA1305  ______________________________________________________________________
 JA1305  GEOID HEIGHT    -        -31.945 (meters)                     GEOID18
 JA1305  DYNAMIC HEIGHT  -        130.908 (meters)      429.49  (feet) COMP
 JA1305  MODELED GRAVITY -    980,023.1   (mgal)                       NAVD 88
 JA1305
 JA1305  VERT ORDER      -  FIRST     CLASS II
 JA1305
 JA1305.The horizontal coordinates were scaled from a map and have
 JA1305.an estimated accuracy of +/- 6 seconds.
 JA1305
 JA1305.The orthometric height was determined by differential leveling and
 JA1305.adjusted by the NATIONAL GEODETIC SURVEY
 JA1305.in June 1991.
 JA1305
 JA1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1305.GEOID18 height accuracy estimate available here.
 JA1305
 JA1305.Click photographs - Photos may exist for this station.
 JA1305
 JA1305.The dynamic height is computed by dividing the NAVD 88
 JA1305.geopotential number by the normal gravity value computed on the
 JA1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1305.degrees latitude (g = 980.6199 gals.).
 JA1305
 JA1305.The modeled gravity was interpolated from observed gravity values.
 JA1305
 JA1305;                    North         East    Units  Estimated Accuracy
 JA1305;SPC IN W     -   401,040.      863,260.      MT  (+/- 180 meters Scaled)
 JA1305
 JA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ560013(NAD 83)
 JA1305
 JA1305                          SUPERSEDED SURVEY CONTROL
 JA1305
 JA1305  NGVD 29 (??/??/92)  131.118  (m)          430.18   (f) ADJ UNCH    1 2
 JA1305
 JA1305.Superseded values are not recommended for survey control.
 JA1305
 JA1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1305.See file dsdata.pdf to determine how the superseded data were derived.
 JA1305
 JA1305_MARKER: DB = BENCH MARK DISK
 JA1305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1305_STAMPING: P 292 1956
 JA1305_MARK LOGO: CGS
 JA1305_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1305
 JA1305  HISTORY     - Date     Condition        Report By
 JA1305  HISTORY     - 1956     MONUMENTED       CGS
 JA1305  HISTORY     - 20130626 MARK NOT FOUND   INDOT
 JA1305
 JA1305                          STATION DESCRIPTION
 JA1305
 JA1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1305'3.9 MI SW FROM OAKTOWN.
 JA1305'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1305'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1305'TOP ROAD, ABOUT 0.35 MILE WEST OF GREEN CONSTRUCTION COMPANY
 JA1305'AIRPORT, IN SECTION 22, T.5 N., R.10 W., AT THE WEST END OF BLACK
 JA1305'TOP ROAD, AT T ROAD JUNCTION (BLACK TOP ROAD EAST AND GRAVEL
 JA1305'ROADS LEADING SOUTH AND WEST, 39 FEET NORTH OF CENTER LINE OF
 JA1305'BLACK TOP ROAD EAST, 120 FEET EAST-NORTHEAST OF CENTER OF JUNCTION
 JA1305'OF ROADS, 81 1/2 FEET WEST AND ACROSS A DRIVE FROM THE SOUTHWEST
 JA1305'CORNER OF A 1-STORY WHITE FRAME HOUSE, 24 FEET SOUTH OF A WINDMILL
 JA1305'WELL PUMP, 14 1/2 FEET NORTH OF A FENCE CORNER, 14 FEET WEST OF
 JA1305'CENTER LINE OF DRIVE, 10 FEET NORTH OF POWER POLE NO. 51/222A,
 JA1305'1 1/2 FEET EAST OF A FENCE LINE NORTH, 1 1/2 FEET NORTH OF A
 JA1305'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND
 JA1305'IS A DISK ON A COPPER COATED STEEL ROD PROJECTING 1 1/2 INCHES
 JA1305'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE
 JA1305'ROD IS DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
 JA1305
 JA1305                          STATION RECOVERY (2013)
 JA1305
 JA1305'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1274 ***********************************************************************
 KA1274  DESIGNATION -  P 293
 KA1274  PID         -  KA1274
 KA1274  STATE/COUNTY-  IN/VIGO
 KA1274  COUNTRY     -  US
 KA1274  USGS QUAD   -  HUTTON (2019)
 KA1274
 KA1274                         *CURRENT SURVEY CONTROL
 KA1274  ______________________________________________________________________
 KA1274* NAD 83(1986) POSITION- 39 20 41.     (N) 087 32 37.     (W)   SCALED
 KA1274* NAVD 88 ORTHO HEIGHT -   139.539 (meters)      457.80  (feet) ADJUSTED
 KA1274  ______________________________________________________________________
 KA1274  GEOID HEIGHT    -        -32.419 (meters)                     GEOID18
 KA1274  DYNAMIC HEIGHT  -        139.459 (meters)      457.54  (feet) COMP
 KA1274  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA1274
 KA1274  VERT ORDER      -  FIRST     CLASS II
 KA1274
 KA1274.The horizontal coordinates were scaled from a map and have
 KA1274.an estimated accuracy of +/- 6 seconds.
 KA1274
 KA1274.The orthometric height was determined by differential leveling and
 KA1274.adjusted by the NATIONAL GEODETIC SURVEY
 KA1274.in June 1991.
 KA1274
 KA1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1274.GEOID18 height accuracy estimate available here.
 KA1274
 KA1274.Click photographs - Photos may exist for this station.
 KA1274
 KA1274.The dynamic height is computed by dividing the NAVD 88
 KA1274.geopotential number by the normal gravity value computed on the
 KA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1274.degrees latitude (g = 980.6199 gals.).
 KA1274
 KA1274.The modeled gravity was interpolated from observed gravity values.
 KA1274
 KA1274;                    North         East    Units  Estimated Accuracy
 KA1274;SPC IN W     -   454,870.      860,320.      MT  (+/- 180 meters Scaled)
 KA1274
 KA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ531551(NAD 83)
 KA1274
 KA1274                          SUPERSEDED SURVEY CONTROL
 KA1274
 KA1274  NGVD 29 (??/??/92)  139.648  (m)          458.16   (f) ADJ UNCH    1 2
 KA1274
 KA1274.Superseded values are not recommended for survey control.
 KA1274
 KA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1274.See file dsdata.pdf to determine how the superseded data were derived.
 KA1274
 KA1274_MARKER: DB = BENCH MARK DISK
 KA1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1274_STAMPING: P 293 1956
 KA1274_MARK LOGO: CGS
 KA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1274+STABILITY: SURFACE MOTION
 KA1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1274+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 KA1274
 KA1274  HISTORY     - Date     Condition        Report By
 KA1274  HISTORY     - 1956     MONUMENTED       CGS
 KA1274  HISTORY     - 1969     GOOD             CGS
 KA1274  HISTORY     - 20100929 GOOD             PB
 KA1274
 KA1274                          STATION DESCRIPTION
 KA1274
 KA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1274'5 MI SW FROM PRAIRIETON.
 KA1274'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1274'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, THENCE ABOUT 1.25
 KA1274'MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.6 MILES SOUTHWEST
 KA1274'ALONG RIVER ROAD, IN SECTION 5, T. 10 N., R. 10 W., AT THE FOOT AND
 KA1274'ON LANDSIDE OF LEVEE, 25 FEET NORTHWEST OF CENTER LINE OF ROAD, 211
 KA1274'FEET NORTH AND ACROSS ROAD FROM THE NORTHEAST CORNER OF CONCRETE
 KA1274'PORCH OF GREEN VALLEY FARM HOUSE, 45 FEET SOUTHWEST OF A TRIANGULAR
 KA1274'BLAZED 24-INCH HACKBERRY TREE, 31 FEET NORTHEAST OF A TRIANGULAR
 KA1274'BLAZED 28-INCH HACKBERRY TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 KA1274'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP
 KA1274'OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1274
 KA1274                          STATION RECOVERY (1969)
 KA1274
 KA1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1274'RECOVERED IN GOOD CONDITION.
 KA1274
 KA1274                          STATION RECOVERY (2010)
 KA1274
 KA1274'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1274'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0663 ***********************************************************************
 KA0663  DESIGNATION -  P 3
 KA0663  PID         -  KA0663
 KA0663  STATE/COUNTY-  IN/PUTNAM
 KA0663  COUNTRY     -  US
 KA0663  USGS QUAD   -  GREENCASTLE (2019)
 KA0663
 KA0663                         *CURRENT SURVEY CONTROL
 KA0663  ______________________________________________________________________
 KA0663* NAD 83(1986) POSITION- 39 40 49.43   (N) 086 45 06.64   (W)   HD_HELD1
 KA0663* NAVD 88 ORTHO HEIGHT -   261.505 (meters)      857.95  (feet) POSTED
 KA0663  ______________________________________________________________________
 KA0663  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 KA0663  DYNAMIC HEIGHT  -        261.36  (meters)      857.5   (feet) COMP
 KA0663  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 KA0663
 KA0663  VERT ORDER      -  * POSTED, SEE BELOW
 KA0663
 KA0663.The horizontal coordinates were determined by differentially corrected
 KA0663.hand held GPS observations or other comparable positioning techniques
 KA0663.and have an estimated accuracy of +/- 3 meters.
 KA0663
 KA0663.The orthometric height was determined by differential leveling
 KA0663.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0663
 KA0663.* This is a POSTED BENCH MARK height.
 KA0663
 KA0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0663.GEOID18 height accuracy estimate available here.
 KA0663
 KA0663.Click photographs - Photos may exist for this station.
 KA0663
 KA0663.The dynamic height is computed by dividing the NAVD 88
 KA0663.geopotential number by the normal gravity value computed on the
 KA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0663.degrees latitude (g = 980.6199 gals.).
 KA0663
 KA0663.The modeled gravity was interpolated from observed gravity values.
 KA0663
 KA0663;                    North         East    Units  Estimated Accuracy
 KA0663;SPC IN W     -   492,085.3     928,437.7     MT  (+/- 3 meters HH1 GPS) 
 KA0663
 KA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2128092314(NAD 83)
 KA0663
 KA0663                          SUPERSEDED SURVEY CONTROL
 KA0663
 KA0663  NGVD 29 (??/??/92)  261.612  (m)          858.31   (f) ADJ UNCH    1 2
 KA0663
 KA0663.Superseded values are not recommended for survey control.
 KA0663
 KA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0663.See file dsdata.pdf to determine how the superseded data were derived.
 KA0663
 KA0663_MARKER: DB = BENCH MARK DISK
 KA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0663_STAMPING: ELEV 858.850 FT P 3
 KA0663_MARK LOGO: CGS
 KA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0663+STABILITY: SURFACE MOTION
 KA0663
 KA0663  HISTORY     - Date     Condition        Report By
 KA0663  HISTORY     - 1916     MONUMENTED       CGS
 KA0663  HISTORY     - 1946     GOOD             CGS
 KA0663  HISTORY     - 1981     GOOD             LOCSUR
 KA0663  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0663
 KA0663                          STATION DESCRIPTION
 KA0663
 KA0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0663'AT FILLMORE.
 KA0663'MARK HAS BEEN DISTURBED BY STORAGE OF HEAVY EQUIPMENT BUT APPEARS
 KA0663'TO BE STABLE AND OTHERWISE IN GOOD CONDITION, EXCEPT FOR THE FACT
 KA0663'THAT THE POST IS LEANING AND THE HIGH POINT OF THE DISK IS A POINT
 KA0663'ON THE EDGE OF THE DISK BETWEEN THE WORDS MARK AND U.S. COAST.
 KA0663'RECOVERED AS FOLLOWS-- AT FILLMORE, ON THE NEW YORK CENTRAL RAILROAD,
 KA0663'86.5 FEET NORTHEAST OF THE NORTHEAST FACE OF THE STATION,
 KA0663'1-1/2 POLES NORTHEAST OF POLE 32/35, 67.5 FEET NORTHEAST OF A WELL
 KA0663'PUMP, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN EAST-BOUND
 KA0663'TRACK, 25.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK
 KA0663'LEADING SOUTH TO THE STATION, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KA0663
 KA0663                          STATION RECOVERY (1981)
 KA0663
 KA0663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KA0663'RECOVERED IN GOOD CONDITION.
 KA0663
 KA0663                          STATION RECOVERY (1985)
 KA0663
 KA0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0663'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0468 ***********************************************************************
 JA0468  DESIGNATION -  P 3
 JA0468  PID         -  JA0468
 JA0468  STATE/COUNTY-  IN/HARRISON
 JA0468  COUNTRY     -  US
 JA0468  USGS QUAD   -  MAUCKPORT (2019)
 JA0468
 JA0468                         *CURRENT SURVEY CONTROL
 JA0468  ______________________________________________________________________
 JA0468* NAD 83(1986) POSITION- 38 02 19.     (N) 086 13 47.     (W)   SCALED
 JA0468* NAVD 88 ORTHO HEIGHT -   133.158 (meters)      436.87  (feet) ADJUSTED
 JA0468  ______________________________________________________________________
 JA0468  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA0468  DYNAMIC HEIGHT  -        133.064 (meters)      436.56  (feet) COMP
 JA0468  MODELED GRAVITY -    979,922.0   (mgal)                       NAVD 88
 JA0468
 JA0468  VERT ORDER      -  FIRST     CLASS II
 JA0468
 JA0468.The horizontal coordinates were scaled from a map and have
 JA0468.an estimated accuracy of +/- 6 seconds.
 JA0468
 JA0468.The orthometric height was determined by differential leveling and
 JA0468.adjusted by the NATIONAL GEODETIC SURVEY
 JA0468.in June 1991.
 JA0468
 JA0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0468.GEOID18 height accuracy estimate available here.
 JA0468
 JA0468.Click photographs - Photos may exist for this station.
 JA0468
 JA0468.The dynamic height is computed by dividing the NAVD 88
 JA0468.geopotential number by the normal gravity value computed on the
 JA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0468.degrees latitude (g = 980.6199 gals.).
 JA0468
 JA0468.The modeled gravity was interpolated from observed gravity values.
 JA0468
 JA0468;                    North         East    Units  Estimated Accuracy
 JA0468;SPC IN E     -   309,930.       50,570.      MT  (+/- 180 meters Scaled)
 JA0468
 JA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH675103(NAD 83)
 JA0468
 JA0468                          SUPERSEDED SURVEY CONTROL
 JA0468
 JA0468  NGVD 29 (??/??/92)  133.271  (m)          437.24   (f) ADJ UNCH    1 2
 JA0468
 JA0468.Superseded values are not recommended for survey control.
 JA0468
 JA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0468.See file dsdata.pdf to determine how the superseded data were derived.
 JA0468
 JA0468_MARKER: DD = SURVEY DISK
 JA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0468_STAMPING: BM - P - 3 1962
 JA0468_MARK LOGO: USACE
 JA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0468+STABILITY: SURFACE MOTION
 JA0468
 JA0468  HISTORY     - Date     Condition        Report By
 JA0468  HISTORY     - 1962     MONUMENTED       USACE
 JA0468  HISTORY     - 1965     GOOD             CGS
 JA0468
 JA0468                          STATION DESCRIPTION
 JA0468
 JA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0468'2.6 MI NW FROM MAUCKPORT.
 JA0468'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0468'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0468'ALONG OLD STATE HIGHWAY 135, THENCE 1.95 MILES WEST ALONG THE
 JA0468'RIVER ROAD WHICH IS GRAVELED, IN SECTION 31, T 5 S, R 3 E, ON
 JA0468'PROPERTY BELONGING TO MRS. DOLLY FRANK, 385 FEET WEST OF THE
 JA0468'WEST END OF A STEEL GIRDER BRIDGE, 18 FEET SOUTH OF THE CENTER
 JA0468'LINE OF THE ROAD, 179 FEET WEST OF A WALNUT TREE IN A SMALL
 JA0468'CLEARING, 64 FEET NORTH OF A POWER POLE, 1.6 FEET SOUTH OF A
 JA0468'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JA0468'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0814 ***********************************************************************
 MD0814  DESIGNATION -  P 305
 MD0814  PID         -  MD0814
 MD0814  STATE/COUNTY-  IN/ALLEN
 MD0814  COUNTRY     -  US
 MD0814  USGS QUAD   -  CHURUBUSCO (2019)
 MD0814
 MD0814                         *CURRENT SURVEY CONTROL
 MD0814  ______________________________________________________________________
 MD0814* NAD 83(1986) POSITION- 41 08 50.     (N) 085 15 48.     (W)   SCALED
 MD0814* NAVD 88 ORTHO HEIGHT -   261.347 (meters)      857.44  (feet) ADJUSTED
 MD0814  ______________________________________________________________________
 MD0814  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 MD0814  DYNAMIC HEIGHT  -        261.248 (meters)      857.11  (feet) COMP
 MD0814  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 MD0814
 MD0814  VERT ORDER      -  SECOND    CLASS 0
 MD0814
 MD0814.The horizontal coordinates were scaled from a map and have
 MD0814.an estimated accuracy of +/- 6 seconds.
 MD0814
 MD0814.The orthometric height was determined by differential leveling and
 MD0814.adjusted by the NATIONAL GEODETIC SURVEY
 MD0814.in June 1991.
 MD0814
 MD0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0814.GEOID18 height accuracy estimate available here.
 MD0814
 MD0814.Click photographs - Photos may exist for this station.
 MD0814
 MD0814.The dynamic height is computed by dividing the NAVD 88
 MD0814.geopotential number by the normal gravity value computed on the
 MD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0814.degrees latitude (g = 980.6199 gals.).
 MD0814
 MD0814.The modeled gravity was interpolated from observed gravity values.
 MD0814
 MD0814;                    North         East    Units  Estimated Accuracy
 MD0814;SPC IN E     -   654,990.      133,860.      MT  (+/- 180 meters Scaled)
 MD0814
 MD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL457565(NAD 83)
 MD0814
 MD0814                          SUPERSEDED SURVEY CONTROL
 MD0814
 MD0814  NGVD 29 (??/??/92)  261.503  (m)          857.95   (f) ADJ UNCH    2 0
 MD0814
 MD0814.Superseded values are not recommended for survey control.
 MD0814
 MD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0814.See file dsdata.pdf to determine how the superseded data were derived.
 MD0814
 MD0814_MARKER: DB = BENCH MARK DISK
 MD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0814_STAMPING: P 305 1963
 MD0814_MARK LOGO: CGS
 MD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0814+STABILITY: SURFACE MOTION
 MD0814
 MD0814  HISTORY     - Date     Condition        Report By
 MD0814  HISTORY     - 1963     MONUMENTED       CGS
 MD0814
 MD0814                          STATION DESCRIPTION
 MD0814
 MD0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0814'3 MI NE FROM ARCOLA.
 MD0814'LOCATED 3.0 MILES NORTHEAST OF ARCOLA.  TO REACH FROM THE POST
 MD0814'OFFICE IN ARCOLA DRIVE EAST ON ARCOLA ROAD 0.45 MILE TO FELGER
 MD0814'ROAD, THENCE CONTINUE NORTH ON FELGER ROAD FOR 2.0 MILES TO OLD
 MD0814'U.S. HIGHWAY 30, PROCEED 1.0 MILE EAST ON OLD U.S. HIGHWAY 30 TO
 MD0814'STAHLHUT ROAD, PROCEED 1.0 MILE NORTH ON STAHLHUT ROAD TO COOK
 MD0814'ROAD, AND GO 0.1 MILE EAST ON COOK ROAD TO MARK ON MR. CLARENCE
 MD0814'C. BRUDIS LAND.  IT IS ABOUT 125 FEET WEST SOUTHWEST CORNER OF
 MD0814'MR. BRUDIS WHITE FRAME HOUSE, 31.0 FEET NORTH OF THE CENTERLINE
 MD0814'OF COOK ROAD, 25.9 FEET SOUTH OF THE SOUTH SIDE OF EQUIPMENT
 MD0814'SHED, 14.0 FEET NORTH OF WOODEN CORNER FENCE (WITNESS POST), AND
 MD0814'1.7 FEET EAST OF A NORTH-SOUTH FENCE LINE.  A STANDARD DSIK
 MD0814'STAMPED P 305 1963, SET IN TOP OF A 12 INCH ROUND CONCRETE
 MD0814'MONUMENT THAT PROJECTS 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0076 ***********************************************************************
 JA0076  DESIGNATION -  P 309
 JA0076  PID         -  JA0076
 JA0076  STATE/COUNTY-  IN/ORANGE
 JA0076  COUNTRY     -  US
 JA0076  USGS QUAD   -  MITCHELL (2019)
 JA0076
 JA0076                         *CURRENT SURVEY CONTROL
 JA0076  ______________________________________________________________________
 JA0076* NAD 83(1986) POSITION- 38 39 18.52   (N) 086 26 47.85   (W)   HD_HELD1
 JA0076* NAVD 88 ORTHO HEIGHT -   194.890 (meters)      639.40  (feet) ADJUSTED
 JA0076  ______________________________________________________________________
 JA0076  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 JA0076  DYNAMIC HEIGHT  -        194.760 (meters)      638.98  (feet) COMP
 JA0076  MODELED GRAVITY -    979,959.0   (mgal)                       NAVD 88
 JA0076
 JA0076  VERT ORDER      -  FIRST     CLASS II
 JA0076
 JA0076.The horizontal coordinates were determined by differentially corrected
 JA0076.hand held GPS observations or other comparable positioning techniques
 JA0076.and have an estimated accuracy of +/- 3 meters.
 JA0076
 JA0076.The orthometric height was determined by differential leveling and
 JA0076.adjusted by the NATIONAL GEODETIC SURVEY
 JA0076.in June 1991.
 JA0076
 JA0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0076.GEOID18 height accuracy estimate available here.
 JA0076
 JA0076.Click photographs - Photos may exist for this station.
 JA0076
 JA0076.The dynamic height is computed by dividing the NAVD 88
 JA0076.geopotential number by the normal gravity value computed on the
 JA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0076.degrees latitude (g = 980.6199 gals.).
 JA0076
 JA0076.The modeled gravity was interpolated from observed gravity values.
 JA0076
 JA0076;                    North         East    Units  Estimated Accuracy
 JA0076;SPC IN W     -   378,406.7     955,420.9     MT  (+/- 3 meters HH1 GPS) 
 JA0076
 JA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4814978653(NAD 83)
 JA0076
 JA0076                          SUPERSEDED SURVEY CONTROL
 JA0076
 JA0076  NGVD 29 (??/??/92)  194.996  (m)          639.75   (f) ADJ UNCH    1 2
 JA0076
 JA0076.Superseded values are not recommended for survey control.
 JA0076
 JA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0076.See file dsdata.pdf to determine how the superseded data were derived.
 JA0076
 JA0076_MARKER: DB = BENCH MARK DISK
 JA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0076_STAMPING: P 309 1965
 JA0076_MARK LOGO: CGS
 JA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0076+STABILITY: SURFACE MOTION
 JA0076
 JA0076  HISTORY     - Date     Condition        Report By
 JA0076  HISTORY     - 1965     MONUMENTED       CGS
 JA0076
 JA0076                          STATION DESCRIPTION
 JA0076
 JA0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0076'0.6 MI SE FROM ORLEANS.
 JA0076'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0076'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, THENCE 0.1
 JA0076'MILE EAST ALONG HARDING STREET, THENCE 0.2 MILE SOUTH ALONG A
 JA0076'PAVED STREET, THENCE 0.05 MILE EAST ALONG A PAVED STREET, IN
 JA0076'SECTION 31, T 3 N, R 1 E, AT THE ENTRANCE TO THE ORLEANS AIRPORT,
 JA0076'43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE AT THE
 JA0076'ORLEANS AIRPORT, 21 FEET SOUTH OF THE CENTER LINE OF THE AIRPORT
 JA0076'DRIVEWAY, 1.8 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 JA0076'CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0722 ***********************************************************************
 LB0722  DESIGNATION -  P 31
 LB0722  PID         -  LB0722
 LB0722  STATE/COUNTY-  IN/CLINTON
 LB0722  COUNTRY     -  US
 LB0722  USGS QUAD   -  MULBERRY (2019)
 LB0722
 LB0722                         *CURRENT SURVEY CONTROL
 LB0722  ______________________________________________________________________
 LB0722* NAD 83(1986) POSITION- 40 20 25.     (N) 086 39 58.     (W)   SCALED
 LB0722* NAVD 88 ORTHO HEIGHT -   234.591 (meters)      769.65  (feet) ADJUSTED
 LB0722  ______________________________________________________________________
 LB0722  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 LB0722  DYNAMIC HEIGHT  -        234.471 (meters)      769.26  (feet) COMP
 LB0722  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 LB0722
 LB0722  VERT ORDER      -  SECOND    CLASS 0
 LB0722
 LB0722.The horizontal coordinates were scaled from a map and have
 LB0722.an estimated accuracy of +/- 6 seconds.
 LB0722
 LB0722.The orthometric height was determined by differential leveling and
 LB0722.adjusted by the NATIONAL GEODETIC SURVEY
 LB0722.in June 1991.
 LB0722
 LB0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0722.GEOID18 height accuracy estimate available here.
 LB0722
 LB0722.Click photographs - Photos may exist for this station.
 LB0722
 LB0722.The dynamic height is computed by dividing the NAVD 88
 LB0722.geopotential number by the normal gravity value computed on the
 LB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0722.degrees latitude (g = 980.6199 gals.).
 LB0722
 LB0722.The modeled gravity was interpolated from observed gravity values.
 LB0722
 LB0722;                    North         East    Units  Estimated Accuracy
 LB0722;SPC IN W     -   565,380.      935,450.      MT  (+/- 180 meters Scaled)
 LB0722
 LB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK283655(NAD 83)
 LB0722
 LB0722                          SUPERSEDED SURVEY CONTROL
 LB0722
 LB0722  NGVD 29 (??/??/92)  234.694  (m)          769.99   (f) ADJ UNCH    2 0
 LB0722
 LB0722.Superseded values are not recommended for survey control.
 LB0722
 LB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0722.See file dsdata.pdf to determine how the superseded data were derived.
 LB0722
 LB0722_MARKER: DB = BENCH MARK DISK
 LB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0722_STAMPING: P 31 1934
 LB0722_MARK LOGO: CGS
 LB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0722+STABILITY: SURFACE MOTION
 LB0722
 LB0722  HISTORY     - Date     Condition        Report By
 LB0722  HISTORY     - 1934     MONUMENTED       CGS
 LB0722  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0722
 LB0722                          STATION DESCRIPTION
 LB0722
 LB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0722'AT MULBERRY.
 LB0722'AT MULBERRY, CLINTON COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 LB0722'LOUIS RAILROAD, 53.6 FEET SOUTHWEST OF THE SEMAPHORE SIGNAL TOWER
 LB0722'IN FRONT OF THE STATION, 37.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LB0722'6 FEET NORTH OF A POLE, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 LB0722'A STANDARD DISK, STAMPED P 31 1934 AND SET IN THE TOP OF A CONCRETE
 LB0722'POST PROJECTING 1 FOOT ABOVE GROUND.
 LB0722
 LB0722                          STATION RECOVERY (2002)
 LB0722
 LB0722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0722'MARK NOT FOUND, POSSIBLY DUE TO RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0375 ***********************************************************************
 JA0375  DESIGNATION -  P 310
 JA0375  PID         -  JA0375
 JA0375  STATE/COUNTY-  IN/ORANGE
 JA0375  COUNTRY     -  US
 JA0375  USGS QUAD   -  VALEENE (2019)
 JA0375
 JA0375                         *CURRENT SURVEY CONTROL
 JA0375  ______________________________________________________________________
 JA0375* NAD 83(1986) POSITION- 38 25 14.     (N) 086 27 10.     (W)   SCALED
 JA0375* NAVD 88 ORTHO HEIGHT -   231.842 (meters)      760.64  (feet) ADJUSTED
 JA0375  ______________________________________________________________________
 JA0375  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JA0375  DYNAMIC HEIGHT  -        231.679 (meters)      760.10  (feet) COMP
 JA0375  MODELED GRAVITY -    979,920.2   (mgal)                       NAVD 88
 JA0375
 JA0375  VERT ORDER      -  FIRST     CLASS II
 JA0375
 JA0375.The horizontal coordinates were scaled from a map and have
 JA0375.an estimated accuracy of +/- 6 seconds.
 JA0375
 JA0375.The orthometric height was determined by differential leveling and
 JA0375.adjusted by the NATIONAL GEODETIC SURVEY
 JA0375.in June 1991.
 JA0375
 JA0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0375.GEOID18 height accuracy estimate available here.
 JA0375
 JA0375.Click photographs - Photos may exist for this station.
 JA0375
 JA0375.The dynamic height is computed by dividing the NAVD 88
 JA0375.geopotential number by the normal gravity value computed on the
 JA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0375.degrees latitude (g = 980.6199 gals.).
 JA0375
 JA0375.The modeled gravity was interpolated from observed gravity values.
 JA0375
 JA0375;                    North         East    Units  Estimated Accuracy
 JA0375;SPC IN W     -   352,360.      955,060.      MT  (+/- 180 meters Scaled)
 JA0375
 JA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477526(NAD 83)
 JA0375
 JA0375                          SUPERSEDED SURVEY CONTROL
 JA0375
 JA0375  NGVD 29 (??/??/92)  231.946  (m)          760.98   (f) ADJ UNCH    1 2
 JA0375
 JA0375.Superseded values are not recommended for survey control.
 JA0375
 JA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0375.See file dsdata.pdf to determine how the superseded data were derived.
 JA0375
 JA0375_MARKER: DB = BENCH MARK DISK
 JA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0375_STAMPING: P 310 1965
 JA0375_MARK LOGO: CGS
 JA0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0375+STABILITY: SURFACE MOTION
 JA0375
 JA0375  HISTORY     - Date     Condition        Report By
 JA0375  HISTORY     - 1965     MONUMENTED       CGS
 JA0375
 JA0375                          STATION DESCRIPTION
 JA0375
 JA0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0375'6.7 MI N FROM ENGLISH.
 JA0375'6.7 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0375'ENGLISH, IN SECTION 19, T 1 S, R 1 E, 30 FEET SOUTH OF THE CENTER
 JA0375'LINE OF THE HIGHWAY, 205 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JA0375'OF A HOUSE NOW OWNED BY MR. JESS HARLOW, 23 FEET EAST OF A
 JA0375'TRACK ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JA0375'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JA0375'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0730 ***********************************************************************
 JA0730  DESIGNATION -  P 311
 JA0730  PID         -  JA0730
 JA0730  STATE/COUNTY-  IN/DAVIESS
 JA0730  COUNTRY     -  US
 JA0730  USGS QUAD   -  LOOGOOTEE (2019)
 JA0730
 JA0730                         *CURRENT SURVEY CONTROL
 JA0730  ______________________________________________________________________
 JA0730* NAD 83(1986) POSITION- 38 40 22.     (N) 086 57 12.     (W)   SCALED
 JA0730* NAVD 88 ORTHO HEIGHT -   158.252 (meters)      519.20  (feet) ADJUSTED
 JA0730  ______________________________________________________________________
 JA0730  GEOID HEIGHT    -        -32.637 (meters)                     GEOID18
 JA0730  DYNAMIC HEIGHT  -        158.151 (meters)      518.87  (feet) COMP
 JA0730  MODELED GRAVITY -    979,987.1   (mgal)                       NAVD 88
 JA0730
 JA0730  VERT ORDER      -  FIRST     CLASS II
 JA0730
 JA0730.The horizontal coordinates were scaled from a map and have
 JA0730.an estimated accuracy of +/- 6 seconds.
 JA0730
 JA0730.The orthometric height was determined by differential leveling and
 JA0730.adjusted by the NATIONAL GEODETIC SURVEY
 JA0730.in June 1991.
 JA0730
 JA0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0730.GEOID18 height accuracy estimate available here.
 JA0730
 JA0730.Click photographs - Photos may exist for this station.
 JA0730
 JA0730.The dynamic height is computed by dividing the NAVD 88
 JA0730.geopotential number by the normal gravity value computed on the
 JA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0730.degrees latitude (g = 980.6199 gals.).
 JA0730
 JA0730.The modeled gravity was interpolated from observed gravity values.
 JA0730
 JA0730;                    North         East    Units  Estimated Accuracy
 JA0730;SPC IN W     -   380,180.      911,310.      MT  (+/- 180 meters Scaled)
 JA0730
 JA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH040804(NAD 83)
 JA0730
 JA0730                          SUPERSEDED SURVEY CONTROL
 JA0730
 JA0730  NGVD 29 (??/??/92)  158.382  (m)          519.62   (f) ADJ UNCH    1 2
 JA0730
 JA0730.Superseded values are not recommended for survey control.
 JA0730
 JA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0730.See file dsdata.pdf to determine how the superseded data were derived.
 JA0730
 JA0730_MARKER: DB = BENCH MARK DISK
 JA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0730_STAMPING: P 311 1965
 JA0730_MARK LOGO: CGS
 JA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0730+STABILITY: SURFACE MOTION
 JA0730
 JA0730  HISTORY     - Date     Condition        Report By
 JA0730  HISTORY     - 1965     MONUMENTED       CGS
 JA0730  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA0730
 JA0730                          STATION DESCRIPTION
 JA0730
 JA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0730'2 MI W FROM LOOGOOTEE.
 JA0730'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0730'THE STATION AT LOOGOOTEE, IN SECTION 22, T 3 N, R 5 W, 4 POLES
 JA0730'WEST OF MILEPOST 157-20, 36 FEET SOUTH OF THE SOUTH RAIL, 6 1/2
 JA0730'FEET SOUTH OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE, 2.8
 JA0730'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 JA0730'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0730'6 INCHES.
 JA0730
 JA0730                          STATION RECOVERY (2022)
 JA0730
 JA0730'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0730'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0259 ***********************************************************************
 JA0259  DESIGNATION -  P 312
 JA0259  PID         -  JA0259
 JA0259  STATE/COUNTY-  IN/HARRISON
 JA0259  COUNTRY     -  US
 JA0259  USGS QUAD   -  MILLTOWN (2019)
 JA0259
 JA0259                         *CURRENT SURVEY CONTROL
 JA0259  ______________________________________________________________________
 JA0259* NAD 83(1986) POSITION- 38 20 22.     (N) 086 15 14.     (W)   SCALED
 JA0259* NAVD 88 ORTHO HEIGHT -   197.073 (meters)      646.56  (feet) ADJUSTED
 JA0259  ______________________________________________________________________
 JA0259  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 JA0259  DYNAMIC HEIGHT  -        196.935 (meters)      646.11  (feet) COMP
 JA0259  MODELED GRAVITY -    979,923.9   (mgal)                       NAVD 88
 JA0259
 JA0259  VERT ORDER      -  FIRST     CLASS II
 JA0259
 JA0259.The horizontal coordinates were scaled from a map and have
 JA0259.an estimated accuracy of +/- 6 seconds.
 JA0259
 JA0259.The orthometric height was determined by differential leveling and
 JA0259.adjusted by the NATIONAL GEODETIC SURVEY
 JA0259.in June 1991.
 JA0259
 JA0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0259.GEOID18 height accuracy estimate available here.
 JA0259
 JA0259.Click photographs - Photos may exist for this station.
 JA0259
 JA0259.The dynamic height is computed by dividing the NAVD 88
 JA0259.geopotential number by the normal gravity value computed on the
 JA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0259.degrees latitude (g = 980.6199 gals.).
 JA0259
 JA0259.The modeled gravity was interpolated from observed gravity values.
 JA0259
 JA0259;                    North         East    Units  Estimated Accuracy
 JA0259;SPC IN E     -   343,330.       48,660.      MT  (+/- 180 meters Scaled)
 JA0259
 JA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH652437(NAD 83)
 JA0259
 JA0259                          SUPERSEDED SURVEY CONTROL
 JA0259
 JA0259  NGVD 29 (??/??/92)  197.192  (m)          646.95   (f) ADJ UNCH    1 2
 JA0259
 JA0259.Superseded values are not recommended for survey control.
 JA0259
 JA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0259.See file dsdata.pdf to determine how the superseded data were derived.
 JA0259
 JA0259_MARKER: DB = BENCH MARK DISK
 JA0259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0259_SP_SET: RETAINING WALL
 JA0259_STAMPING: P 312 1965
 JA0259_MARK LOGO: CGS
 JA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0259+STABILITY: SURFACE MOTION
 JA0259
 JA0259  HISTORY     - Date     Condition        Report By
 JA0259  HISTORY     - 1965     MONUMENTED       CGS
 JA0259
 JA0259                          STATION DESCRIPTION
 JA0259
 JA0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0259'2.1 MI W FROM DE PAUW.
 JA0259'2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING OF
 JA0259'THE RAILROAD AND STATE ROAD 337 AT DE PAUW, OR ABOUT 1.4 MILES
 JA0259'EAST ALONG THE SOUTHERN RAILWAY FROM THE WEST END OF THE BLUE
 JA0259'RIVER BRIDGE AT MILLTOWN, IN SECTION 14, T 2 S, R 2 E, AT THE
 JA0259'CROSSING OF OLD STATE HIGHWAY 64, 0.3 MILE WEST OF MILEPOST 242,
 JA0259'43 FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 JA0259'A ROAD, 3 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE
 JA0259'WEST END OF THE CONCRETE RETAINING WALL OF THE SOUTH APPROACH OF
 JA0259'THE ROAD WHICH CROSSES THE TRACK, ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1353 ***********************************************************************
 HZ1353  DESIGNATION -  P 313
 HZ1353  PID         -  HZ1353
 HZ1353  STATE/COUNTY-  IN/FLOYD
 HZ1353  COUNTRY     -  US
 HZ1353  USGS QUAD   -  GEORGETOWN (2019)
 HZ1353
 HZ1353                         *CURRENT SURVEY CONTROL
 HZ1353  ______________________________________________________________________
 HZ1353* NAD 83(1986) POSITION- 38 17 14.     (N) 085 54 16.     (W)   SCALED
 HZ1353* NAVD 88 ORTHO HEIGHT -   241.808 (meters)      793.33  (feet) ADJUSTED
 HZ1353  ______________________________________________________________________
 HZ1353  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 HZ1353  DYNAMIC HEIGHT  -        241.640 (meters)      792.78  (feet) COMP
 HZ1353  MODELED GRAVITY -    979,930.8   (mgal)                       NAVD 88
 HZ1353
 HZ1353  VERT ORDER      -  FIRST     CLASS II
 HZ1353
 HZ1353.The horizontal coordinates were scaled from a map and have
 HZ1353.an estimated accuracy of +/- 6 seconds.
 HZ1353
 HZ1353.The orthometric height was determined by differential leveling and
 HZ1353.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1353.in June 1991.
 HZ1353
 HZ1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1353.GEOID18 height accuracy estimate available here.
 HZ1353
 HZ1353.Click photographs - Photos may exist for this station.
 HZ1353
 HZ1353.The dynamic height is computed by dividing the NAVD 88
 HZ1353.geopotential number by the normal gravity value computed on the
 HZ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1353.degrees latitude (g = 980.6199 gals.).
 HZ1353
 HZ1353.The modeled gravity was interpolated from observed gravity values.
 HZ1353
 HZ1353;                    North         East    Units  Estimated Accuracy
 HZ1353;SPC IN E     -   337,400.       79,200.      MT  (+/- 180 meters Scaled)
 HZ1353
 HZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH958382(NAD 83)
 HZ1353
 HZ1353                          SUPERSEDED SURVEY CONTROL
 HZ1353
 HZ1353  NGVD 29 (??/??/92)  241.941  (m)          793.77   (f) ADJ UNCH    1 2
 HZ1353
 HZ1353.Superseded values are not recommended for survey control.
 HZ1353
 HZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1353.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1353
 HZ1353_MARKER: DB = BENCH MARK DISK
 HZ1353_SETTING: 39 = SET IN A TUNNEL
 HZ1353_SP_SET: FOOTING
 HZ1353_STAMPING: P 313 1965
 HZ1353_MARK LOGO: CGS
 HZ1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1353
 HZ1353  HISTORY     - Date     Condition        Report By
 HZ1353  HISTORY     - 1965     MONUMENTED       CGS
 HZ1353
 HZ1353                          STATION DESCRIPTION
 HZ1353
 HZ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1353'3.3 MI E FROM GEORGETOWN.
 HZ1353'ABOUT 3.3 MILES EAST ALONG THE SOURR            FROM THE UNITED
 HZ1353'BRETHERN CHURCH AT GEORGETOWN, OR ABOUT 4.9 MILES WEST ALONG THE
 HZ1353'SOURR            FROM THE STATION AT NEW ALBANY, IN SECTION
 HZ1353'36, T 2 S, R 6 AT THE EAST PORTAL OF A TUNNEL, 3 FEET EAST OF THE
 HZ1353'EAST END OF THE NORTH WALL OF THE TUNNEL, 1 1/2 FEET NORTH OF THE
 HZ1353'NORTH RAIL, 0.7 FOOT SOUTH OF THE SOUTH FACE OF THE NORTH WALL
 HZ1353'OF THE TUNNEL, SET IN THE TOP OF THE CONCRETE FOOTING AT THE EAST
 HZ1353'END OF THE NORTH WALL OF THE TUNNEL, AND ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0878 ***********************************************************************
 JA0878  DESIGNATION -  P 314
 JA0878  PID         -  JA0878
 JA0878  STATE/COUNTY-  IN/KNOX
 JA0878  COUNTRY     -  US
 JA0878  USGS QUAD   -  FRITCHTON (2019)
 JA0878
 JA0878                         *CURRENT SURVEY CONTROL
 JA0878  ______________________________________________________________________
 JA0878* NAD 83(1986) POSITION- 38 40 56.     (N) 087 25 28.     (W)   SCALED
 JA0878* NAVD 88 ORTHO HEIGHT -   161.795 (meters)      530.82  (feet) ADJUSTED
 JA0878  ______________________________________________________________________
 JA0878  GEOID HEIGHT    -        -31.923 (meters)                     GEOID18
 JA0878  DYNAMIC HEIGHT  -        161.694 (meters)      530.49  (feet) COMP
 JA0878  MODELED GRAVITY -    980,002.5   (mgal)                       NAVD 88
 JA0878
 JA0878  VERT ORDER      -  FIRST     CLASS II
 JA0878
 JA0878.The horizontal coordinates were scaled from a map and have
 JA0878.an estimated accuracy of +/- 6 seconds.
 JA0878
 JA0878.The orthometric height was determined by differential leveling and
 JA0878.adjusted by the NATIONAL GEODETIC SURVEY
 JA0878.in June 1991.
 JA0878
 JA0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0878.GEOID18 height accuracy estimate available here.
 JA0878
 JA0878.Click photographs - Photos may exist for this station.
 JA0878
 JA0878.The dynamic height is computed by dividing the NAVD 88
 JA0878.geopotential number by the normal gravity value computed on the
 JA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0878.degrees latitude (g = 980.6199 gals.).
 JA0878
 JA0878.The modeled gravity was interpolated from observed gravity values.
 JA0878
 JA0878;                    North         East    Units  Estimated Accuracy
 JA0878;SPC IN W     -   381,280.      870,320.      MT  (+/- 180 meters Scaled)
 JA0878
 JA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH630815(NAD 83)
 JA0878
 JA0878                          SUPERSEDED SURVEY CONTROL
 JA0878
 JA0878  NGVD 29 (??/??/92)  161.918  (m)          531.23   (f) ADJ UNCH    1 2
 JA0878
 JA0878.Superseded values are not recommended for survey control.
 JA0878
 JA0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0878.See file dsdata.pdf to determine how the superseded data were derived.
 JA0878
 JA0878_MARKER: DB = BENCH MARK DISK
 JA0878_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JA0878_STAMPING: P 314 1965
 JA0878_MARK LOGO: CGS
 JA0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0878
 JA0878  HISTORY     - Date     Condition        Report By
 JA0878  HISTORY     - 1965     MONUMENTED       CGS
 JA0878  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0878
 JA0878                          STATION DESCRIPTION
 JA0878
 JA0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0878'5.6 MI E FROM VINCENNES.
 JA0878'ABOUT 5.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0878'THE STATION AT VINCENNES, IN FRACTIONAL SECTION 44, T 3 N, R 9 W,
 JA0878'0.2 MILE WEST OF A WOODEN OVERPASS AT FRITCHTON, 72 FEET NORTHEAST
 JA0878'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 60 1/2
 JA0878'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 92 YARDS NORTHWEST
 JA0878'ACROSS THE TRACKS FROM A SHELL SERVICE STATION, 75 1/2 FEET EAST
 JA0878'OF A POWER POLE, 45 FEET EAST OF A CORNER FENCE POST, 2 1/2 FEET
 JA0878'SOUTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JA0878'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0878'WHICH IS ENCASED IN A 10-INCH TILE AND PROJECTS 6 INCHES.
 JA0878
 JA0878                          STATION RECOVERY (1986)
 JA0878
 JA0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0878'THIS LOCATION IS NOW A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1084 ***********************************************************************
 JA1084  DESIGNATION -  P 315
 JA1084  PID         -  JA1084
 JA1084  STATE/COUNTY-  IN/PIKE
 JA1084  COUNTRY     -  US
 JA1084  USGS QUAD   -  PETERSBURG (2019)
 JA1084
 JA1084                         *CURRENT SURVEY CONTROL
 JA1084  ______________________________________________________________________
 JA1084* NAD 83(1986) POSITION- 38 27 55.     (N) 087 17 00.     (W)   SCALED
 JA1084* NAVD 88 ORTHO HEIGHT -   135.699 (meters)      445.21  (feet) ADJUSTED
 JA1084  ______________________________________________________________________
 JA1084  GEOID HEIGHT    -        -31.980 (meters)                     GEOID18
 JA1084  DYNAMIC HEIGHT  -        135.611 (meters)      444.92  (feet) COMP
 JA1084  MODELED GRAVITY -    979,975.2   (mgal)                       NAVD 88
 JA1084
 JA1084  VERT ORDER      -  FIRST     CLASS II
 JA1084
 JA1084.The horizontal coordinates were scaled from a map and have
 JA1084.an estimated accuracy of +/- 6 seconds.
 JA1084
 JA1084.The orthometric height was determined by differential leveling and
 JA1084.adjusted by the NATIONAL GEODETIC SURVEY
 JA1084.in June 1991.
 JA1084
 JA1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1084.GEOID18 height accuracy estimate available here.
 JA1084
 JA1084.Click photographs - Photos may exist for this station.
 JA1084
 JA1084.The dynamic height is computed by dividing the NAVD 88
 JA1084.geopotential number by the normal gravity value computed on the
 JA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1084.degrees latitude (g = 980.6199 gals.).
 JA1084
 JA1084.The modeled gravity was interpolated from observed gravity values.
 JA1084
 JA1084;                    North         East    Units  Estimated Accuracy
 JA1084;SPC IN W     -   357,160.      882,550.      MT  (+/- 180 meters Scaled)
 JA1084
 JA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH752574(NAD 83)
 JA1084
 JA1084                          SUPERSEDED SURVEY CONTROL
 JA1084
 JA1084  NGVD 29 (??/??/92)  135.835  (m)          445.65   (f) ADJ UNCH    1 2
 JA1084
 JA1084.Superseded values are not recommended for survey control.
 JA1084
 JA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1084.See file dsdata.pdf to determine how the superseded data were derived.
 JA1084
 JA1084_MARKER: DB = BENCH MARK DISK
 JA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1084_STAMPING: P 315 1965
 JA1084_MARK LOGO: CGS
 JA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1084+STABILITY: SURFACE MOTION
 JA1084
 JA1084  HISTORY     - Date     Condition        Report By
 JA1084  HISTORY     - 1965     MONUMENTED       CGS
 JA1084  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1084
 JA1084                          STATION DESCRIPTION
 JA1084
 JA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1084'2 MI SW FROM PETERSBURG.
 JA1084'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1084'COUNTY COURTHOUSE AT PETERSBURG, THENCE 1.5 MILES SOUTH ALONG
 JA1084'THE NEW YORK CENTRAL RAILROAD, 102 FEET SOUTH OF THE CENTER OF
 JA1084'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 55 FEET
 JA1084'SOUTH-SOUTHWEST OF A 28-INCH OAK TREE, 18.7 FEET EAST OF THE
 JA1084'EAST RAIL, 9.4 FEET NORTH OF A TELEPHONE POLE, 6.4 FEET EAST OF
 JA1084'THE SOUTHEAST CORNER OF A TELEPHONE BOOTH, 2 FEET SOUTHWEST OF A
 JA1084'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 JA1084'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1084
 JA1084                          STATION RECOVERY (1985)
 JA1084
 JA1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1046 ***********************************************************************
 JA1046  DESIGNATION -  P 316
 JA1046  PID         -  JA1046
 JA1046  STATE/COUNTY-  IN/WARRICK
 JA1046  COUNTRY     -  US
 JA1046  USGS QUAD   -  ELBERFELD (2019)
 JA1046
 JA1046                         *CURRENT SURVEY CONTROL
 JA1046  ______________________________________________________________________
 JA1046* NAD 83(1986) POSITION- 38 08 38.     (N) 087 27 20.     (W)   SCALED
 JA1046* NAVD 88 ORTHO HEIGHT -   121.838 (meters)      399.73  (feet) ADJUSTED
 JA1046  ______________________________________________________________________
 JA1046  GEOID HEIGHT    -        -31.364 (meters)                     GEOID18
 JA1046  DYNAMIC HEIGHT  -        121.755 (meters)      399.46  (feet) COMP
 JA1046  MODELED GRAVITY -    979,949.9   (mgal)                       NAVD 88
 JA1046
 JA1046  VERT ORDER      -  FIRST     CLASS II
 JA1046
 JA1046.The horizontal coordinates were scaled from a map and have
 JA1046.an estimated accuracy of +/- 6 seconds.
 JA1046
 JA1046.The orthometric height was determined by differential leveling and
 JA1046.adjusted by the NATIONAL GEODETIC SURVEY
 JA1046.in June 1991.
 JA1046
 JA1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1046.GEOID18 height accuracy estimate available here.
 JA1046
 JA1046.Click photographs - Photos may exist for this station.
 JA1046
 JA1046.The dynamic height is computed by dividing the NAVD 88
 JA1046.geopotential number by the normal gravity value computed on the
 JA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1046.degrees latitude (g = 980.6199 gals.).
 JA1046
 JA1046.The modeled gravity was interpolated from observed gravity values.
 JA1046
 JA1046;                    North         East    Units  Estimated Accuracy
 JA1046;SPC IN W     -   321,530.      867,370.      MT  (+/- 180 meters Scaled)
 JA1046
 JA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH600218(NAD 83)
 JA1046
 JA1046                          SUPERSEDED SURVEY CONTROL
 JA1046
 JA1046  NGVD 29 (??/??/92)  121.955  (m)          400.11   (f) ADJ UNCH    1 2
 JA1046
 JA1046.Superseded values are not recommended for survey control.
 JA1046
 JA1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1046.See file dsdata.pdf to determine how the superseded data were derived.
 JA1046
 JA1046_MARKER: DB = BENCH MARK DISK
 JA1046_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1046_STAMPING: P 316 1965
 JA1046_MARK LOGO: CGS
 JA1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1046
 JA1046  HISTORY     - Date     Condition        Report By
 JA1046  HISTORY     - 1965     MONUMENTED       CGS
 JA1046  HISTORY     - 19910131 MARK NOT FOUND   USPSQD
 JA1046  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA1046
 JA1046                          STATION DESCRIPTION
 JA1046
 JA1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1046'1.3 MI SW FROM ELBERFELD.
 JA1046'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 JA1046'AT ELBERFELD, THENCE 1.2 MILES SOUTHWEST ALONG THE NEW YORK
 JA1046'CENTRAL RAILROAD, IN SECTION 30, T 4 S, R 10 W, THREE TELEPHONE
 JA1046'POLES SOUTHWEST OF MILEPOST 121, 85 FEET EAST-NORTHEAST OF THE
 JA1046'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 123
 JA1046'FEET EAST-NORTHEAST ACROSS THE GRAVELED ROAD AND TRACK FROM A
 JA1046'TEXACO COMPANY PIPE LINE MARKER POST, 57 FEET NORTHEAST OF THE
 JA1046'CENTER LINE OF THE GRAVELED ROAD, 38 FEET SOUTH-SOUTHEAST OF THE
 JA1046'SOUTH CORNER OF A SMALL WOODEN RAILROAD TRESTLE, 35 FEET
 JA1046'SOUTHEAST OF THE SOUTHEAST RAIL, 17 FEET SOUTHEAST OF A TELEPHONE
 JA1046'POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2
 JA1046'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JA1046'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 JA1046'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1 FOOT.
 JA1046
 JA1046                          STATION RECOVERY (1991)
 JA1046
 JA1046'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1046'MARK NOT FOUND.
 JA1046
 JA1046                          STATION RECOVERY (2022)
 JA1046
 JA1046'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0613 ***********************************************************************
 JA0613  DESIGNATION -  P 317
 JA0613  PID         -  JA0613
 JA0613  STATE/COUNTY-  IN/SPENCER
 JA0613  COUNTRY     -  US
 JA0613  USGS QUAD   -  DALE (2019)
 JA0613
 JA0613                         *CURRENT SURVEY CONTROL
 JA0613  ______________________________________________________________________
 JA0613* NAD 83(1986) POSITION- 38 08 52.     (N) 086 59 01.     (W)   SCALED
 JA0613* NAVD 88 ORTHO HEIGHT -   124.349 (meters)      407.97  (feet) ADJUSTED
 JA0613  ______________________________________________________________________
 JA0613  GEOID HEIGHT    -        -31.876 (meters)                     GEOID18
 JA0613  DYNAMIC HEIGHT  -        124.266 (meters)      407.70  (feet) COMP
 JA0613  MODELED GRAVITY -    979,956.8   (mgal)                       NAVD 88
 JA0613
 JA0613  VERT ORDER      -  FIRST     CLASS II
 JA0613
 JA0613.The horizontal coordinates were scaled from a map and have
 JA0613.an estimated accuracy of +/- 6 seconds.
 JA0613
 JA0613.The orthometric height was determined by differential leveling and
 JA0613.adjusted by the NATIONAL GEODETIC SURVEY
 JA0613.in June 1991.
 JA0613
 JA0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0613.GEOID18 height accuracy estimate available here.
 JA0613
 JA0613.Click photographs - Photos may exist for this station.
 JA0613
 JA0613.The dynamic height is computed by dividing the NAVD 88
 JA0613.geopotential number by the normal gravity value computed on the
 JA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0613.degrees latitude (g = 980.6199 gals.).
 JA0613
 JA0613.The modeled gravity was interpolated from observed gravity values.
 JA0613
 JA0613;                    North         East    Units  Estimated Accuracy
 JA0613;SPC IN W     -   321,900.      908,740.      MT  (+/- 180 meters Scaled)
 JA0613
 JA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH014222(NAD 83)
 JA0613
 JA0613                          SUPERSEDED SURVEY CONTROL
 JA0613
 JA0613  NGVD 29 (??/??/92)  124.454  (m)          408.31   (f) ADJ UNCH    1 2
 JA0613
 JA0613.Superseded values are not recommended for survey control.
 JA0613
 JA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0613.See file dsdata.pdf to determine how the superseded data were derived.
 JA0613
 JA0613_MARKER: DB = BENCH MARK DISK
 JA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0613_STAMPING: P 317 1965
 JA0613_MARK LOGO: CGS
 JA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0613+STABILITY: SURFACE MOTION
 JA0613
 JA0613  HISTORY     - Date     Condition        Report By
 JA0613  HISTORY     - 1965     MONUMENTED       CGS
 JA0613  HISTORY     - 20100831 GOOD             GEOCAC
 JA0613
 JA0613                          STATION DESCRIPTION
 JA0613
 JA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0613'2.4 MI S FROM DALE.
 JA0613'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 62
 JA0613'FROM THE POST OFFICE AT DALE, THENCE 1.4 MILES SOUTH ALONG THE
 JA0613'SOUTHERN RAILROAD, OR ABOUT 2.45 MILES NORTH ALONG THE SOUTHERN
 JA0613'RAILROAD FROM THE POST OFFICE AT LINCOLN CITY, IN SECTION 29,
 JA0613'T 4 S, R 5 W, 93 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 JA0613'CROSSING OF A GRAVELED ROAD, 86 FEET WEST OF THE WEST RAIL, 16
 JA0613'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET EAST OF
 JA0613'A 12-INCH OAK TREE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 JA0613'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, ABOUT 4 1/2 FEET BELOW
 JA0613'THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA0613'PROJECTING 5 INCHES.
 JA0613
 JA0613                          STATION RECOVERY (2010)
 JA0613
 JA0613'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA0613'MARK WAS BURIED UNDER A COUPLE INCHES OF SOIL BUT OTHERWISE IN GOOD
 JA0613'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1077 ***********************************************************************
 HA1077  DESIGNATION -  P 318
 HA1077  PID         -  HA1077
 HA1077  STATE/COUNTY-  IN/POSEY
 HA1077  COUNTRY     -  US
 HA1077  USGS QUAD   -  MOUNT VERNON (2019)
 HA1077
 HA1077                         *CURRENT SURVEY CONTROL
 HA1077  ______________________________________________________________________
 HA1077* NAD 83(1986) POSITION- 37 55 36.63   (N) 087 54 29.01   (W)   HD_HELD1
 HA1077* NAVD 88 ORTHO HEIGHT -   116.925 (meters)      383.61  (feet) ADJUSTED
 HA1077  ______________________________________________________________________
 HA1077  GEOID HEIGHT    -        -30.545 (meters)                     GEOID18
 HA1077  DYNAMIC HEIGHT  -        116.845 (meters)      383.35  (feet) COMP
 HA1077  MODELED GRAVITY -    979,947.4   (mgal)                       NAVD 88
 HA1077
 HA1077  VERT ORDER      -  FIRST     CLASS II
 HA1077
 HA1077.The horizontal coordinates were determined by differentially corrected
 HA1077.hand held GPS observations or other comparable positioning techniques
 HA1077.and have an estimated accuracy of +/- 3 meters.
 HA1077
 HA1077.The orthometric height was determined by differential leveling and
 HA1077.adjusted by the NATIONAL GEODETIC SURVEY
 HA1077.in June 1991.
 HA1077
 HA1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1077.GEOID18 height accuracy estimate available here.
 HA1077
 HA1077.Click photographs - Photos may exist for this station.
 HA1077
 HA1077.The dynamic height is computed by dividing the NAVD 88
 HA1077.geopotential number by the normal gravity value computed on the
 HA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1077.degrees latitude (g = 980.6199 gals.).
 HA1077
 HA1077.The modeled gravity was interpolated from observed gravity values.
 HA1077
 HA1077;                    North         East    Units  Estimated Accuracy
 HA1077;SPC IN W     -   297,694.8     827,492.3     MT  (+/- 3 meters HH1 GPS) 
 HA1077
 HA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2019498086(NAD 83)
 HA1077
 HA1077                          SUPERSEDED SURVEY CONTROL
 HA1077
 HA1077  NGVD 29 (??/??/92)  117.025  (m)          383.94   (f) ADJ UNCH    1 2
 HA1077
 HA1077.Superseded values are not recommended for survey control.
 HA1077
 HA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1077.See file dsdata.pdf to determine how the superseded data were derived.
 HA1077
 HA1077_MARKER: DB = BENCH MARK DISK
 HA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1077_STAMPING: P 318 1965
 HA1077_MARK LOGO: CGS
 HA1077_PROJECTION: FLUSH
 HA1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1077+STABILITY: SURFACE MOTION
 HA1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1077+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 HA1077
 HA1077  HISTORY     - Date     Condition        Report By
 HA1077  HISTORY     - 1965     MONUMENTED       CGS
 HA1077  HISTORY     - 20130709 GOOD             INDOT
 HA1077
 HA1077                          STATION DESCRIPTION
 HA1077
 HA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1077'0.8 MI SW FROM MT VERNON.
 HA1077'ABOUT 0.1 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE POSEY
 HA1077'COUNTY COURTHOUSE AT MT. VERNON, THENCE 0.7 MILE WEST ALONG 2ND
 HA1077'STREET, IN SECTION 7, T 7 S, R 14 W, 55 FEET WEST OF THE CENTER
 HA1077'OF THE JUNCTION OF STATE HIGHWAY 69, 46 FEET NORTHWEST OF THE
 HA1077'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE
 HA1077'OF THE STREET, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 HA1077'NORTH CONCRETE FOOTING AT THE NORTH LEG OF A PYLON, ABOUT LEVEL
 HA1077'WITH THE HIGHWAY, AND PROJECTING 10 INCHES.
 HA1077
 HA1077                          STATION RECOVERY (2013)
 HA1077
 HA1077'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BAR)
 HA1077'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1026 ***********************************************************************
 DQ1026  DESIGNATION -  P 318 RESET
 DQ1026  PID         -  DQ1026
 DQ1026  STATE/COUNTY-  IN/POSEY
 DQ1026  COUNTRY     -  US
 DQ1026  USGS QUAD   -  MOUNT VERNON (2019)
 DQ1026
 DQ1026                         *CURRENT SURVEY CONTROL
 DQ1026  ______________________________________________________________________
 DQ1026* NAD 83(2011) POSITION- 37 55 43.36056(N) 087 54 35.24820(W)   ADJUSTED
 DQ1026* NAD 83(2011) ELLIP HT-    90.470 (meters)        (05/29/16)   ADJUSTED
 DQ1026* NAD 83(2011) EPOCH   -  2010.00
 DQ1026* NAVD 88 ORTHO HEIGHT -   121.00  (meters)      397.0   (feet) RESET
 DQ1026  ______________________________________________________________________
 DQ1026  GEOID HEIGHT    -        -30.546 (meters)                     GEOID18
 DQ1026  NAD 83(2011) X  -    183,727.609 (meters)                     COMP
 DQ1026  NAD 83(2011) Y  - -5,034,016.720 (meters)                     COMP
 DQ1026  NAD 83(2011) Z  -  3,899,261.217 (meters)                     COMP
 DQ1026  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DQ1026  VERT ORDER      -  THIRD
 DQ1026
 DQ1026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1026  Standards:
 DQ1026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1026  -------------------------------------------------------------------
 DQ1026  NETWORK    0.56   1.14           0.25   0.20   0.58      0.05404925
 DQ1026  -------------------------------------------------------------------
 DQ1026  Click here for local accuracies and other accuracy information.
 DQ1026
 DQ1026.The horizontal coordinates were established by GPS observations
 DQ1026.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1026
 DQ1026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1026.been affixed to the stable North American tectonic plate. See 
 DQ1026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1026
 DQ1026.The horizontal coordinates are valid at the epoch date displayed above
 DQ1026.which is a decimal equivalence of Year/Month/Day.
 DQ1026
 DQ1026.The orthometric height was computed from unverified reset data.
 DQ1026
 DQ1026.No vertical observational check was made to the station.
 DQ1026
 DQ1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1026.GEOID18 height accuracy estimate available here.
 DQ1026
 DQ1026.Click photographs - Photos may exist for this station.
 DQ1026
 DQ1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1026
 DQ1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1026
 DQ1026.The ellipsoidal height was determined by GPS observations
 DQ1026.and is referenced to NAD 83.
 DQ1026
 DQ1026. The following values were computed from the NAD 83(2011) position.
 DQ1026
 DQ1026;                    North         East     Units Scale Factor Converg.
 DQ1026;SPC IN W     -   297,903.662   827,341.761   MT  1.00003166   -0 30 28.9
 DQ1026;SPC IN W     -   977,372.26  2,714,370.43   sFT  1.00003166   -0 30 28.9
 DQ1026;UTM  16      - 4,198,295.652   420,044.674   MT  0.99967874   -0 33 33.3
 DQ1026
 DQ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1026!SPC IN W     -   0.99998580  x   1.00003166  =   1.00001746
 DQ1026!UTM  16      -   0.99998580  x   0.99967874  =   0.99966455
 DQ1026
 DQ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2004498295(NAD 83)
 DQ1026
 DQ1026                          SUPERSEDED SURVEY CONTROL
 DQ1026
 DQ1026.No superseded survey control is available for this station.
 DQ1026
 DQ1026_MARKER: F = FLANGE-ENCASED ROD
 DQ1026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1026_STAMPING: P 318 RESET 2014
 DQ1026_MARK LOGO: NONE
 DQ1026_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1026_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1026+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2015
 DQ1026_ROD/PIPE-DEPTH: 5.2 meters
 DQ1026_SLEEVE-DEPTH  : 0.9 meters
 DQ1026
 DQ1026  HISTORY     - Date     Condition        Report By
 DQ1026  HISTORY     - 20140922 MONUMENTED       BFSINC
 DQ1026  HISTORY     - 20150218 GOOD             INDOT
 DQ1026
 DQ1026                          STATION DESCRIPTION
 DQ1026
 DQ1026'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1026'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF SOLITUDE AND 0.8
 DQ1026'MI (1.3 KM) WEST-SOUTHWEST OF MOUNT VERNON ALONG THE NORTH SIDE OF
 DQ1026'STATE ROUTE 62.
 DQ1026'
 DQ1026'TO REACH FROM THE INTERSECTION OF STATE ROUTE 62 AND MAIN STREET IN
 DQ1026'MOUNT VERNON.  GO WEST-SOUTHWEST ON STATE ROUTE 62 FOR 0.8 MI (1.3 KM)
 DQ1026'TO THE ENTRANCE OF MASON LODGE 578.  TURN RIGHT (NORTHWEST) INTO
 DQ1026'ENTRY.  STATION IS LOCATED 50 FT (15.2 M) NORTHWEST OF THE CENTERLINE
 DQ1026'OF STATE ROUTE 62 ON A SOUTHERLY EXTENSION OF THE WEST FACE OF SAID
 DQ1026'LODGE IN A GRASS MEDIAN BOUNDED BY STATE ROUTE 62, COUNTRY CLUB ROAD
 DQ1026'AND THE LODGE ACCESS DRIVE.
 DQ1026'
 DQ1026'ABOUT 2 FT (0.6 M) ABOVE LEVEL OF STATE ROUTE 62, 103.5 FT (31.5 M)
 DQ1026'SOUTH OF THE SOUTHWEST CORNER OF THE LODGE, 68.0 FT (20.7 M)
 DQ1026'SOUTH-SOUTHEAST FROM A POWER POLE AND 66.5 FT (20.3 M) SOUTH-SOUTHWEST
 DQ1026'FROM THE SOUTHWEST CORNER OF THE INTERSECTION OF THE LODGE ENTRY
 DQ1026'SIDEWALK WITH THE ACCESS DRIVE.  SET ON STATE RIGHT-OF-WAY.
 DQ1026'
 DQ1026'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1026'CAP.  2) P 318 IS NOT SCHEDULED TO BE REMOVED.  P 318 RESET WAS
 DQ1026'ESTABLISHED TO FACILITATE CLEAR-SKY GPS OBSERVATIONS.
 DQ1026
 DQ1026                          STATION RECOVERY (2015)
 DQ1026
 DQ1026'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (JH)
 DQ1026'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0798 ***********************************************************************
 HZ0798  DESIGNATION -  P 319
 HZ0798  PID         -  HZ0798
 HZ0798  STATE/COUNTY-  IN/SWITZERLAND
 HZ0798  COUNTRY     -  US
 HZ0798  USGS QUAD   -  PATRIOT (2019)
 HZ0798
 HZ0798                         *CURRENT SURVEY CONTROL
 HZ0798  ______________________________________________________________________
 HZ0798* NAD 83(1986) POSITION- 38 50 55.     (N) 084 48 47.     (W)   SCALED
 HZ0798* NAVD 88 ORTHO HEIGHT -   145.141 (meters)      476.18  (feet) ADJUSTED
 HZ0798  ______________________________________________________________________
 HZ0798  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 HZ0798  DYNAMIC HEIGHT  -        145.049 (meters)      475.88  (feet) COMP
 HZ0798  MODELED GRAVITY -    979,992.8   (mgal)                       NAVD 88
 HZ0798
 HZ0798  VERT ORDER      -  FIRST     CLASS II
 HZ0798
 HZ0798.The horizontal coordinates were scaled from a map and have
 HZ0798.an estimated accuracy of +/- 6 seconds.
 HZ0798
 HZ0798.The orthometric height was determined by differential leveling and
 HZ0798.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0798.in June 1991.
 HZ0798
 HZ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0798.GEOID18 height accuracy estimate available here.
 HZ0798
 HZ0798.Click photographs - Photos may exist for this station.
 HZ0798
 HZ0798.The dynamic height is computed by dividing the NAVD 88
 HZ0798.geopotential number by the normal gravity value computed on the
 HZ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0798.degrees latitude (g = 980.6199 gals.).
 HZ0798
 HZ0798.The modeled gravity was interpolated from observed gravity values.
 HZ0798
 HZ0798;                    North         East    Units  Estimated Accuracy
 HZ0798;SPC IN E     -   400,040.      174,100.      MT  (+/- 180 meters Scaled)
 HZ0798
 HZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ897022(NAD 83)
 HZ0798
 HZ0798                          SUPERSEDED SURVEY CONTROL
 HZ0798
 HZ0798  NGVD 29 (??/??/92)  145.339  (m)          476.83   (f) ADJ UNCH    1 2
 HZ0798
 HZ0798.Superseded values are not recommended for survey control.
 HZ0798
 HZ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0798.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0798
 HZ0798_MARKER: DB = BENCH MARK DISK
 HZ0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0798_SP_SET: CULVERT HEADWALL
 HZ0798_STAMPING: P 319 1965
 HZ0798_MARK LOGO: CGS
 HZ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0798+STABILITY: SURFACE MOTION
 HZ0798
 HZ0798  HISTORY     - Date     Condition        Report By
 HZ0798  HISTORY     - 1965     MONUMENTED       CGS
 HZ0798
 HZ0798                          STATION DESCRIPTION
 HZ0798
 HZ0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0798'0.9 MI NE FROM PATRIOT.
 HZ0798'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0798'OFFICE AT PATRIOT, IN SECTION 7, T 1 N, R 1 E, 25 FEET NORTHWEST
 HZ0798'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST
 HZ0798'END OF THE NORTHWEST HEADWALL OF A LARGE CORRUGATED METAL CULVERT,
 HZ0798'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0752 ***********************************************************************
 LB0752  DESIGNATION -  P 32
 LB0752  PID         -  LB0752
 LB0752  STATE/COUNTY-  IN/CLINTON
 LB0752  COUNTRY     -  US
 LB0752  USGS QUAD   -  COLFAX (2019)
 LB0752
 LB0752                         *CURRENT SURVEY CONTROL
 LB0752  ______________________________________________________________________
 LB0752* NAD 83(1986) POSITION- 40 11 37.     (N) 086 39 57.     (W)   SCALED
 LB0752* NAVD 88 ORTHO HEIGHT -   258.191 (meters)      847.08  (feet) ADJUSTED
 LB0752  ______________________________________________________________________
 LB0752  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 LB0752  DYNAMIC HEIGHT  -        258.055 (meters)      846.64  (feet) COMP
 LB0752  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 LB0752
 LB0752  VERT ORDER      -  SECOND    CLASS 0
 LB0752
 LB0752.The horizontal coordinates were scaled from a map and have
 LB0752.an estimated accuracy of +/- 6 seconds.
 LB0752
 LB0752.The orthometric height was determined by differential leveling and
 LB0752.adjusted by the NATIONAL GEODETIC SURVEY
 LB0752.in June 1991.
 LB0752
 LB0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0752.GEOID18 height accuracy estimate available here.
 LB0752
 LB0752.Click photographs - Photos may exist for this station.
 LB0752
 LB0752.The dynamic height is computed by dividing the NAVD 88
 LB0752.geopotential number by the normal gravity value computed on the
 LB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0752.degrees latitude (g = 980.6199 gals.).
 LB0752
 LB0752.The modeled gravity was interpolated from observed gravity values.
 LB0752
 LB0752;                    North         East    Units  Estimated Accuracy
 LB0752;SPC IN W     -   549,100.      935,550.      MT  (+/- 180 meters Scaled)
 LB0752
 LB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK284493(NAD 83)
 LB0752
 LB0752                          SUPERSEDED SURVEY CONTROL
 LB0752
 LB0752  NGVD 29 (??/??/92)  258.287  (m)          847.40   (f) ADJ UNCH    2 0
 LB0752
 LB0752.Superseded values are not recommended for survey control.
 LB0752
 LB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0752.See file dsdata.pdf to determine how the superseded data were derived.
 LB0752
 LB0752_MARKER: DB = BENCH MARK DISK
 LB0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0752_SP_SET: WATER TANK FOUNDATION
 LB0752_STAMPING: P 32 1934
 LB0752_MARK LOGO: CGS
 LB0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0752
 LB0752  HISTORY     - Date     Condition        Report By
 LB0752  HISTORY     - 1934     MONUMENTED       CGS
 LB0752  HISTORY     - 1946     GOOD             CGS
 LB0752
 LB0752                          STATION DESCRIPTION
 LB0752
 LB0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0752'AT COLFAX.
 LB0752'AT COLFAX, CLINTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 6-1/2
 LB0752'RAILS SOUTHWEST OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 LB0752'CHICAGO AND ST. LOUIS RAILWAY, AT THE CITY WATER TANK, IN THE
 LB0752'TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 LB0752'NORTH PEDESTAL, 11 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, AND
 LB0752'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 32 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1046 ***********************************************************************
 HZ1046  DESIGNATION -  P 320
 HZ1046  PID         -  HZ1046
 HZ1046  STATE/COUNTY-  IN/JEFFERSON
 HZ1046  COUNTRY     -  US
 HZ1046  USGS QUAD   -  MADISON EAST (2019)
 HZ1046
 HZ1046                         *CURRENT SURVEY CONTROL
 HZ1046  ______________________________________________________________________
 HZ1046* NAD 83(1986) POSITION- 38 44 18.     (N) 085 15 16.     (W)   SCALED
 HZ1046* NAVD 88 ORTHO HEIGHT -   145.034 (meters)      475.83  (feet) ADJUSTED
 HZ1046  ______________________________________________________________________
 HZ1046  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 HZ1046  DYNAMIC HEIGHT  -        144.940 (meters)      475.52  (feet) COMP
 HZ1046  MODELED GRAVITY -    979,977.9   (mgal)                       NAVD 88
 HZ1046
 HZ1046  VERT ORDER      -  FIRST     CLASS II
 HZ1046
 HZ1046.The horizontal coordinates were scaled from a map and have
 HZ1046.an estimated accuracy of +/- 6 seconds.
 HZ1046
 HZ1046.The orthometric height was determined by differential leveling and
 HZ1046.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1046.in June 1991.
 HZ1046
 HZ1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1046.GEOID18 height accuracy estimate available here.
 HZ1046
 HZ1046.Click photographs - Photos may exist for this station.
 HZ1046
 HZ1046.The dynamic height is computed by dividing the NAVD 88
 HZ1046.geopotential number by the normal gravity value computed on the
 HZ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1046.degrees latitude (g = 980.6199 gals.).
 HZ1046
 HZ1046.The modeled gravity was interpolated from observed gravity values.
 HZ1046
 HZ1046;                    North         East    Units  Estimated Accuracy
 HZ1046;SPC IN E     -   387,530.      135,840.      MT  (+/- 180 meters Scaled)
 HZ1046
 HZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH517891(NAD 83)
 HZ1046
 HZ1046                          SUPERSEDED SURVEY CONTROL
 HZ1046
 HZ1046  NGVD 29 (??/??/92)  145.206  (m)          476.40   (f) ADJ UNCH    1 2
 HZ1046
 HZ1046.Superseded values are not recommended for survey control.
 HZ1046
 HZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1046.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1046
 HZ1046_MARKER: DB = BENCH MARK DISK
 HZ1046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1046_SP_SET: CULVERT HEADWALL
 HZ1046_STAMPING: P 320 1965
 HZ1046_MARK LOGO: CGS
 HZ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1046+STABILITY: SURFACE MOTION
 HZ1046
 HZ1046  HISTORY     - Date     Condition        Report By
 HZ1046  HISTORY     - 1965     MONUMENTED       CGS
 HZ1046
 HZ1046                          STATION DESCRIPTION
 HZ1046
 HZ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1046'6.8 MI E FROM MADISON.
 HZ1046'6.8 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1046'MADISON, IN SECTION 1, T 3 N, R 11 E, 125 FEET WEST OF A JUNCTION
 HZ1046'OF THE HIGHWAY AND A ROAD LEADING NORTH, 48 FEET SOUTH OF THE
 HZ1046'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 HZ1046'SOUTH HEADWALL OF A LARGE CONCRETE CULVERT OVER FIRTH HOLOW,
 HZ1046'AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1706 ***********************************************************************
 HZ1706  DESIGNATION -  P 321
 HZ1706  PID         -  HZ1706
 HZ1706  STATE/COUNTY-  IN/JEFFERSON
 HZ1706  COUNTRY     -  US
 HZ1706  USGS QUAD   -  KENT (2019)
 HZ1706
 HZ1706                         *CURRENT SURVEY CONTROL
 HZ1706  ______________________________________________________________________
 HZ1706* NAD 83(1986) POSITION- 38 40 21.     (N) 085 31 33.     (W)   SCALED
 HZ1706* NAVD 88 ORTHO HEIGHT -   240.125 (meters)      787.81  (feet) ADJUSTED
 HZ1706  ______________________________________________________________________
 HZ1706  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 HZ1706  DYNAMIC HEIGHT  -        239.966 (meters)      787.29  (feet) COMP
 HZ1706  MODELED GRAVITY -    979,958.5   (mgal)                       NAVD 88
 HZ1706
 HZ1706  VERT ORDER      -  FIRST     CLASS II
 HZ1706
 HZ1706.The horizontal coordinates were scaled from a map and have
 HZ1706.an estimated accuracy of +/- 6 seconds.
 HZ1706
 HZ1706.The orthometric height was determined by differential leveling and
 HZ1706.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1706.in June 1991.
 HZ1706
 HZ1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1706.GEOID18 height accuracy estimate available here.
 HZ1706
 HZ1706.Click photographs - Photos may exist for this station.
 HZ1706
 HZ1706.The dynamic height is computed by dividing the NAVD 88
 HZ1706.geopotential number by the normal gravity value computed on the
 HZ1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1706.degrees latitude (g = 980.6199 gals.).
 HZ1706
 HZ1706.The modeled gravity was interpolated from observed gravity values.
 HZ1706
 HZ1706;                    North         East    Units  Estimated Accuracy
 HZ1706;SPC IN E     -   380,150.      112,260.      MT  (+/- 180 meters Scaled)
 HZ1706
 HZ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH282814(NAD 83)
 HZ1706
 HZ1706                          SUPERSEDED SURVEY CONTROL
 HZ1706
 HZ1706  NGVD 29 (??/??/92)  240.284  (m)          788.33   (f) ADJ UNCH    1 2
 HZ1706
 HZ1706.Superseded values are not recommended for survey control.
 HZ1706
 HZ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1706.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1706
 HZ1706_MARKER: DB = BENCH MARK DISK
 HZ1706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1706_SP_SET: CULVERT HEADWALL
 HZ1706_STAMPING: P 321 1965
 HZ1706_MARK LOGO: CGS
 HZ1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1706+STABILITY: SURFACE MOTION
 HZ1706
 HZ1706  HISTORY     - Date     Condition        Report By
 HZ1706  HISTORY     - 1965     MONUMENTED       CGS
 HZ1706  HISTORY     - 20190915 GOOD             USPSQD
 HZ1706
 HZ1706                          STATION DESCRIPTION
 HZ1706
 HZ1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1706'5.8 MI SW FROM HANOVER.
 HZ1706'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1706'METHODIST CHURCH AT HANOVER, THENCE 2.6 MILES SOUTH ALONG STATE
 HZ1706'HIGHWAY 62 AT A JUNCTION OF THE HIGHWAY AND ROAD 450 S LEADING
 HZ1706'EAST, IN SECTION 28, T 3 N, R 9 E, 25 FEET WEST OF THE CENTER
 HZ1706'LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE
 HZ1706'WEST HEADWALL OF A CULVERT, 25 FEET NORTH OF THE PROJECTED
 HZ1706'CENTER LINE OF ROAD 450 S, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HZ1706'HIGHWAY.
 HZ1706
 HZ1706                          STATION RECOVERY (2019)
 HZ1706
 HZ1706'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1628 ***********************************************************************
 HZ1628  DESIGNATION -  P 322
 HZ1628  PID         -  HZ1628
 HZ1628  STATE/COUNTY-  IN/CLARK
 HZ1628  COUNTRY     -  US
 HZ1628  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1628
 HZ1628                         *CURRENT SURVEY CONTROL
 HZ1628  ______________________________________________________________________
 HZ1628* NAD 83(1986) POSITION- 38 18 37.     (N) 085 40 35.     (W)   SCALED
 HZ1628* NAVD 88 ORTHO HEIGHT -   133.884 (meters)      439.25  (feet) ADJUSTED
 HZ1628  ______________________________________________________________________
 HZ1628  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 HZ1628  DYNAMIC HEIGHT  -        133.794 (meters)      438.96  (feet) COMP
 HZ1628  MODELED GRAVITY -    979,956.4   (mgal)                       NAVD 88
 HZ1628
 HZ1628  VERT ORDER      -  FIRST     CLASS II
 HZ1628
 HZ1628.The horizontal coordinates were scaled from a map and have
 HZ1628.an estimated accuracy of +/- 6 seconds.
 HZ1628
 HZ1628.The orthometric height was determined by differential leveling and
 HZ1628.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1628.in June 1991.
 HZ1628
 HZ1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1628.GEOID18 height accuracy estimate available here.
 HZ1628
 HZ1628.Click photographs - Photos may exist for this station.
 HZ1628
 HZ1628.The dynamic height is computed by dividing the NAVD 88
 HZ1628.geopotential number by the normal gravity value computed on the
 HZ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1628.degrees latitude (g = 980.6199 gals.).
 HZ1628
 HZ1628.The modeled gravity was interpolated from observed gravity values.
 HZ1628
 HZ1628;                    North         East    Units  Estimated Accuracy
 HZ1628;SPC IN E     -   339,930.       99,150.      MT  (+/- 180 meters Scaled)
 HZ1628
 HZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH157410(NAD 83)
 HZ1628
 HZ1628                          SUPERSEDED SURVEY CONTROL
 HZ1628
 HZ1628  NGVD 29 (??/??/92)  134.038  (m)          439.76   (f) ADJ UNCH    1 2
 HZ1628
 HZ1628.Superseded values are not recommended for survey control.
 HZ1628
 HZ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1628.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1628
 HZ1628_MARKER: DB = BENCH MARK DISK
 HZ1628_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ1628+WITH SETTING: PAVEMENT
 HZ1628_SP_SET: LIFT STATION
 HZ1628_STAMPING: P 322 1965
 HZ1628_MARK LOGO: CGS
 HZ1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1628+STABILITY: SURFACE MOTION
 HZ1628
 HZ1628  HISTORY     - Date     Condition        Report By
 HZ1628  HISTORY     - 1965     MONUMENTED       CGS
 HZ1628
 HZ1628                          STATION DESCRIPTION
 HZ1628
 HZ1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1628'2 MI SW FROM UTICA.
 HZ1628'ABOUT 1.95 MILES SOUTHWEST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1628'CHURCH AT UTICA, 49 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HZ1628'SET IN THE TOP OF THE SOUTHEAST CORNER OF THE TOP OF A CONCRETE
 HZ1628'SEWER LIFT STATION FOR A DISPOSAL PLANT, 55 FEET SOUTHWEST OF THE
 HZ1628'SOUTHWEST CORNER OF A BRIDGE OVER LANCASSANGE CREEK, AND ABOUT 4
 HZ1628'FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1588 ***********************************************************************
 HZ1588  DESIGNATION -  P 323
 HZ1588  PID         -  HZ1588
 HZ1588  STATE/COUNTY-  IN/HARRISON
 HZ1588  COUNTRY     -  US
 HZ1588  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1588
 HZ1588                         *CURRENT SURVEY CONTROL
 HZ1588  ______________________________________________________________________
 HZ1588* NAD 83(1986) POSITION- 38 05 55.     (N) 085 54 46.     (W)   SCALED
 HZ1588* NAVD 88 ORTHO HEIGHT -   130.636 (meters)      428.59  (feet) ADJUSTED
 HZ1588  ______________________________________________________________________
 HZ1588  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 HZ1588  DYNAMIC HEIGHT  -        130.546 (meters)      428.30  (feet) COMP
 HZ1588  MODELED GRAVITY -    979,942.7   (mgal)                       NAVD 88
 HZ1588
 HZ1588  VERT ORDER      -  FIRST     CLASS II
 HZ1588
 HZ1588.The horizontal coordinates were scaled from a map and have
 HZ1588.an estimated accuracy of +/- 6 seconds.
 HZ1588
 HZ1588.The orthometric height was determined by differential leveling and
 HZ1588.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1588.in June 1991.
 HZ1588
 HZ1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1588.GEOID18 height accuracy estimate available here.
 HZ1588
 HZ1588.Click photographs - Photos may exist for this station.
 HZ1588
 HZ1588.The dynamic height is computed by dividing the NAVD 88
 HZ1588.geopotential number by the normal gravity value computed on the
 HZ1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1588.degrees latitude (g = 980.6199 gals.).
 HZ1588
 HZ1588.The modeled gravity was interpolated from observed gravity values.
 HZ1588
 HZ1588;                    North         East    Units  Estimated Accuracy
 HZ1588;SPC IN E     -   316,470.       78,410.      MT  (+/- 180 meters Scaled)
 HZ1588
 HZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH953173(NAD 83)
 HZ1588
 HZ1588                          SUPERSEDED SURVEY CONTROL
 HZ1588
 HZ1588  NGVD 29 (??/??/92)  130.768  (m)          429.03   (f) ADJ UNCH    1 2
 HZ1588
 HZ1588.Superseded values are not recommended for survey control.
 HZ1588
 HZ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1588.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1588
 HZ1588_MARKER: DB = BENCH MARK DISK
 HZ1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1588_SP_SET: BRIDGE
 HZ1588_STAMPING: P 323 1965
 HZ1588_MARK LOGO: CGS
 HZ1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1588
 HZ1588  HISTORY     - Date     Condition        Report By
 HZ1588  HISTORY     - 1965     MONUMENTED       CGS
 HZ1588
 HZ1588                          STATION DESCRIPTION
 HZ1588
 HZ1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1588'4.8 MI N FROM ROSEWOOD.
 HZ1588'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1588'METHODIST CHURCH AT ROSEWOOD, THENCE 4.45 MILES NORTH ALONG
 HZ1588'STATE HIGHWAY 111, IN SECTION 1, T 5 S, R 5 E, ABOUT 68 YARDS
 HZ1588'NORTH OF THE GRAVELED ENTRANCE ROAD TO THE DEPAUW METHODIST
 HZ1588'CHURCH, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 HZ1588'THE TOP OF THE SOUTH END OF THE EAST CONCRETE GUARD RAIL OF A
 HZ1588'CONCRETE ARCH BRIDGE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HZ1588'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0475 ***********************************************************************
 JA0475  DESIGNATION -  P 324
 JA0475  PID         -  JA0475
 JA0475  STATE/COUNTY-  IN/HARRISON
 JA0475  COUNTRY     -  US
 JA0475  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0475
 JA0475                         *CURRENT SURVEY CONTROL
 JA0475  ______________________________________________________________________
 JA0475* NAD 83(1986) POSITION- 38 05 09.     (N) 086 16 22.     (W)   SCALED
 JA0475* NAVD 88 ORTHO HEIGHT -   135.305 (meters)      443.91  (feet) ADJUSTED
 JA0475  ______________________________________________________________________
 JA0475  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 JA0475  DYNAMIC HEIGHT  -        135.210 (meters)      443.60  (feet) COMP
 JA0475  MODELED GRAVITY -    979,921.2   (mgal)                       NAVD 88
 JA0475
 JA0475  VERT ORDER      -  FIRST     CLASS II
 JA0475
 JA0475.The horizontal coordinates were scaled from a map and have
 JA0475.an estimated accuracy of +/- 6 seconds.
 JA0475
 JA0475.The orthometric height was determined by differential leveling and
 JA0475.adjusted by the NATIONAL GEODETIC SURVEY
 JA0475.in June 1991.
 JA0475
 JA0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0475.GEOID18 height accuracy estimate available here.
 JA0475
 JA0475.Click photographs - Photos may exist for this station.
 JA0475
 JA0475.The dynamic height is computed by dividing the NAVD 88
 JA0475.geopotential number by the normal gravity value computed on the
 JA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0475.degrees latitude (g = 980.6199 gals.).
 JA0475
 JA0475.The modeled gravity was interpolated from observed gravity values.
 JA0475
 JA0475;                    North         East    Units  Estimated Accuracy
 JA0475;SPC IN E     -   315,190.       46,830.      MT  (+/- 180 meters Scaled)
 JA0475
 JA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH637155(NAD 83)
 JA0475
 JA0475                          SUPERSEDED SURVEY CONTROL
 JA0475
 JA0475  NGVD 29 (??/??/92)  135.413  (m)          444.27   (f) ADJ UNCH    1 2
 JA0475
 JA0475.Superseded values are not recommended for survey control.
 JA0475
 JA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0475.See file dsdata.pdf to determine how the superseded data were derived.
 JA0475
 JA0475_MARKER: DB = BENCH MARK DISK
 JA0475_SETTING: 66 = SET IN ROCK OUTCROP
 JA0475_STAMPING: P 324 1965
 JA0475_MARK LOGO: CGS
 JA0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0475+STABILITY: POSITION/ELEVATION WELL
 JA0475
 JA0475  HISTORY     - Date     Condition        Report By
 JA0475  HISTORY     - 1965     MONUMENTED       CGS
 JA0475
 JA0475                          STATION DESCRIPTION
 JA0475
 JA0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0475'1.1 MI S FROM NEW AMSTERDAM.
 JA0475'1.1 MILES SOUTH ALONG THE GRAVELED RIVER ROAD FROM THE
 JA0475'EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN S 14,
 JA0475'T 5 S, R 2 E, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET
 JA0475'IN THE TOP OF A LARGE SANDSTONE ROCK OUTCROP, 64 FEET NORTHEAST
 JA0475'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A HOUSE BELONGING TO
 JA0475'MR. L. SONNER, 8 FEET NORTHWEST OF A 20-INCH OAK TREE BEARING A
 JA0475'WITNESS SHIELD ON THE WEST SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1096 ***********************************************************************
 HA1096  DESIGNATION -  P 325
 HA1096  PID         -  HA1096
 HA1096  STATE/COUNTY-  IN/POSEY
 HA1096  COUNTRY     -  US
 HA1096  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1096
 HA1096                         *CURRENT SURVEY CONTROL
 HA1096  ______________________________________________________________________
 HA1096* NAD 83(1986) POSITION- 37 56 37.     (N) 087 41 58.     (W)   SCALED
 HA1096* NAVD 88 ORTHO HEIGHT -   115.364 (meters)      378.49  (feet) ADJUSTED
 HA1096  ______________________________________________________________________
 HA1096  GEOID HEIGHT    -        -30.830 (meters)                     GEOID18
 HA1096  DYNAMIC HEIGHT  -        115.283 (meters)      378.22  (feet) COMP
 HA1096  MODELED GRAVITY -    979,933.3   (mgal)                       NAVD 88
 HA1096
 HA1096  VERT ORDER      -  FIRST     CLASS II
 HA1096
 HA1096.The horizontal coordinates were scaled from a map and have
 HA1096.an estimated accuracy of +/- 6 seconds.
 HA1096
 HA1096.The orthometric height was determined by differential leveling and
 HA1096.adjusted by the NATIONAL GEODETIC SURVEY
 HA1096.in June 1991.
 HA1096
 HA1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1096.GEOID18 height accuracy estimate available here.
 HA1096
 HA1096.Click photographs - Photos may exist for this station.
 HA1096
 HA1096.The dynamic height is computed by dividing the NAVD 88
 HA1096.geopotential number by the normal gravity value computed on the
 HA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1096.degrees latitude (g = 980.6199 gals.).
 HA1096
 HA1096.The modeled gravity was interpolated from observed gravity values.
 HA1096
 HA1096;                    North         East    Units  Estimated Accuracy
 HA1096;SPC IN W     -   299,410.      845,850.      MT  (+/- 180 meters Scaled)
 HA1096
 HA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG385997(NAD 83)
 HA1096
 HA1096                          SUPERSEDED SURVEY CONTROL
 HA1096
 HA1096  NGVD 29 (??/??/92)  115.460  (m)          378.81   (f) ADJ UNCH    1 2
 HA1096
 HA1096.Superseded values are not recommended for survey control.
 HA1096
 HA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1096.See file dsdata.pdf to determine how the superseded data were derived.
 HA1096
 HA1096_MARKER: DB = BENCH MARK DISK
 HA1096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA1096_STAMPING: P 325 1965
 HA1096_MARK LOGO: CGS
 HA1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1096
 HA1096  HISTORY     - Date     Condition        Report By
 HA1096  HISTORY     - 1965     MONUMENTED       CGS
 HA1096
 HA1096                          STATION DESCRIPTION
 HA1096
 HA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1096'11 MI E FROM MT VERNON.
 HA1096'ABOUT 10.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY
 HA1096'COUNTY COURTHOUSE AT MT. VERNON, THENCE 0.95 MILES EAST ALONG OLD
 HA1096'STATE HIGHWAY 62, OR ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE
 HA1096'STREET FROM THE POST OFFICE AT EVANSVILLE, THENCE 0.4 MILE
 HA1096'NORTHWEST ALONG RIVERSIDE DRIVE, THENCE 0.3 MILE NORTH ALONG
 HA1096'SOUTH FULTON STREET, THENCE 1.6 MILES WEST ALONG PENNSYLVANIA
 HA1096'AVENUE, THENCE 0.3 MILES SOUTHWEST ALONG BROADWAY, THENCE 0.25
 HA1096'MILE SOUTH ALONG STINSON AVENUE, THENCE 2.2 MILES SOUTHWEST ALONG
 HA1096'OLD HENDERSON ROAD, THENCE 3.25 MILES NORTHWEST ALONG BAYOU
 HA1096'CREEK ROAD, THENCE 1.4 MILES WEST ALONG OLD STATE HIGHWAY 62,
 HA1096'50 YARDS NORTHEAST OF A CONCRETE BRIDGE, 110 FEET NORTH OF THE
 HA1096'CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF POWER POLE NUMBER
 HA1096'15567, 23 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 21
 HA1096'FEET EAST OF AN OIL STORAGE TANK NUMBERED 363, 1 FOOT SOUTH OF
 HA1096'A STEEL STAIRWAY LEADING TO THE TOP OF THE TANK, ON THE TOP OF A
 HA1096'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET
 HA1096'AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0721 ***********************************************************************
 HA0721  DESIGNATION -  P 326
 HA0721  PID         -  HA0721
 HA0721  STATE/COUNTY-  IN/WARRICK
 HA0721  COUNTRY     -  US
 HA0721  USGS QUAD   -  YANKEETOWN (2019)
 HA0721
 HA0721                         *CURRENT SURVEY CONTROL
 HA0721  ______________________________________________________________________
 HA0721* NAD 83(1986) POSITION- 37 55 31.     (N) 087 19 23.     (W)   SCALED
 HA0721* NAVD 88 ORTHO HEIGHT -   119.167 (meters)      390.97  (feet) ADJUSTED
 HA0721  ______________________________________________________________________
 HA0721  GEOID HEIGHT    -        -31.079 (meters)                     GEOID18
 HA0721  DYNAMIC HEIGHT  -        119.085 (meters)      390.70  (feet) COMP
 HA0721  MODELED GRAVITY -    979,938.7   (mgal)                       NAVD 88
 HA0721
 HA0721  VERT ORDER      -  FIRST     CLASS II
 HA0721
 HA0721.The horizontal coordinates were scaled from a map and have
 HA0721.an estimated accuracy of +/- 6 seconds.
 HA0721
 HA0721.The orthometric height was determined by differential leveling and
 HA0721.adjusted by the NATIONAL GEODETIC SURVEY
 HA0721.in June 1991.
 HA0721
 HA0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0721.GEOID18 height accuracy estimate available here.
 HA0721
 HA0721.Click photographs - Photos may exist for this station.
 HA0721
 HA0721.The dynamic height is computed by dividing the NAVD 88
 HA0721.geopotential number by the normal gravity value computed on the
 HA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0721.degrees latitude (g = 980.6199 gals.).
 HA0721
 HA0721.The modeled gravity was interpolated from observed gravity values.
 HA0721
 HA0721;                    North         East    Units  Estimated Accuracy
 HA0721;SPC IN W     -   297,230.      878,920.      MT  (+/- 180 meters Scaled)
 HA0721
 HA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG716975(NAD 83)
 HA0721
 HA0721                          SUPERSEDED SURVEY CONTROL
 HA0721
 HA0721  NGVD 29 (??/??/92)  119.256  (m)          391.26   (f) ADJ UNCH    1 2
 HA0721
 HA0721.Superseded values are not recommended for survey control.
 HA0721
 HA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0721.See file dsdata.pdf to determine how the superseded data were derived.
 HA0721
 HA0721_MARKER: DB = BENCH MARK DISK
 HA0721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA0721_SP_SET: FENCE CORNER POST
 HA0721_STAMPING: P 326 1965
 HA0721_MARK LOGO: CGS
 HA0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0721
 HA0721  HISTORY     - Date     Condition        Report By
 HA0721  HISTORY     - 1965     MONUMENTED       CGS
 HA0721  HISTORY     - 20130627 MARK NOT FOUND   INDOT
 HA0721
 HA0721                          STATION DESCRIPTION
 HA0721
 HA0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0721'1.6 MI W FROM YANKEETOWN.
 HA0721'ABOUT 1.55 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0721'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN THE EAST SIDE OF
 HA0721'SECTION 8, T 7 R 8 W, 162 FEET NORTHWEST OF THE CENTER OF THE
 HA0721'JUNCTION OF A PRIVATE PAVED ROAD LEADING SOUTH TO THE ALCOA
 HA0721'ALUMINUM COMPANY, AT THE SOUTHEAST CORNER OF A HIGH WIRE MESH
 HA0721'FENCE AROUND THE ALCOA PROPERTY, 148 FEET WEST OF THE CENTER
 HA0721'LINE OF THE COMPANY ROAD, 18 FEET EAST OF THE EAST RAIL OF A
 HA0721'RAILROAD SPUR TRACK, SET IN THE TOP OF THE SIDE OF A CONCRETE
 HA0721'FOUNDATION OF A 6-INCH ALUMINUM CORNER POST IN THE WIRE MESH
 HA0721'FENCE, ABOUT LEVEL WITH THE ROAD, AND FLUSH WITH THE GROUND.
 HA0721
 HA0721                          STATION RECOVERY (2013)
 HA0721
 HA0721'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 HA0721'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0631 ***********************************************************************
 JA0631  DESIGNATION -  P 327
 JA0631  PID         -  JA0631
 JA0631  STATE/COUNTY-  IN/PERRY
 JA0631  COUNTRY     -  US
 JA0631  USGS QUAD   -  DERBY (2019)
 JA0631
 JA0631                         *CURRENT SURVEY CONTROL
 JA0631  ______________________________________________________________________
 JA0631* NAD 83(1986) POSITION- 38 02 05.     (N) 086 31 21.     (W)   SCALED
 JA0631* NAVD 88 ORTHO HEIGHT -   126.022 (meters)      413.46  (feet) ADJUSTED
 JA0631  ______________________________________________________________________
 JA0631  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 JA0631  DYNAMIC HEIGHT  -        125.931 (meters)      413.16  (feet) COMP
 JA0631  MODELED GRAVITY -    979,909.7   (mgal)                       NAVD 88
 JA0631
 JA0631  VERT ORDER      -  FIRST     CLASS II
 JA0631
 JA0631.The horizontal coordinates were scaled from a map and have
 JA0631.an estimated accuracy of +/- 6 seconds.
 JA0631
 JA0631.The orthometric height was determined by differential leveling and
 JA0631.adjusted by the NATIONAL GEODETIC SURVEY
 JA0631.in June 1991.
 JA0631
 JA0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0631.GEOID18 height accuracy estimate available here.
 JA0631
 JA0631.Click photographs - Photos may exist for this station.
 JA0631
 JA0631.The dynamic height is computed by dividing the NAVD 88
 JA0631.geopotential number by the normal gravity value computed on the
 JA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0631.degrees latitude (g = 980.6199 gals.).
 JA0631
 JA0631.The modeled gravity was interpolated from observed gravity values.
 JA0631
 JA0631;                    North         East    Units  Estimated Accuracy
 JA0631;SPC IN W     -   309,500.      949,240.      MT  (+/- 180 meters Scaled)
 JA0631
 JA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH419097(NAD 83)
 JA0631
 JA0631                          SUPERSEDED SURVEY CONTROL
 JA0631
 JA0631  NGVD 29 (??/??/92)  126.124  (m)          413.79   (f) ADJ UNCH    1 2
 JA0631
 JA0631.Superseded values are not recommended for survey control.
 JA0631
 JA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0631.See file dsdata.pdf to determine how the superseded data were derived.
 JA0631
 JA0631_MARKER: DB = BENCH MARK DISK
 JA0631_SETTING: 66 = SET IN ROCK OUTCROP
 JA0631_STAMPING: P 327 1965
 JA0631_MARK LOGO: CGS
 JA0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0631+STABILITY: POSITION/ELEVATION WELL
 JA0631
 JA0631  HISTORY     - Date     Condition        Report By
 JA0631  HISTORY     - 1965     MONUMENTED       CGS
 JA0631
 JA0631                          STATION DESCRIPTION
 JA0631
 JA0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0631'0.7 MI N FROM DERBY.
 JA0631'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 JA0631'AT DERBY, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 66, IN
 JA0631'SECTION 33, T 5 S, R 1 W, 49 FEET WEST OF THE CENTER LINE OF THE
 JA0631'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 88 YARDS NORTH OF A
 JA0631'RIVER NAVIGATION LIGHT, 34 FEET NORTH OF A TELEPHONE POLE, 27
 JA0631'FEET WEST OF A FENCE, 27 1/2 FEET WEST OF A 4-INCH CEDAR TREE
 JA0631'BEARING A WITNESS SHIELD ON THE EAST SIDE, ABOUT 4 FEET ABOVE
 JA0631'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0565 ***********************************************************************
 JA0565  DESIGNATION -  P 328
 JA0565  PID         -  JA0565
 JA0565  STATE/COUNTY-  IN/DUBOIS
 JA0565  COUNTRY     -  US
 JA0565  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0565
 JA0565                         *CURRENT SURVEY CONTROL
 JA0565  ______________________________________________________________________
 JA0565* NAD 83(1986) POSITION- 38 18 28.     (N) 086 49 44.     (W)   SCALED
 JA0565* NAVD 88 ORTHO HEIGHT -   146.779 (meters)      481.56  (feet) ADJUSTED
 JA0565  ______________________________________________________________________
 JA0565  GEOID HEIGHT    -        -32.527 (meters)                     GEOID18
 JA0565  DYNAMIC HEIGHT  -        146.679 (meters)      481.23  (feet) COMP
 JA0565  MODELED GRAVITY -    979,946.2   (mgal)                       NAVD 88
 JA0565
 JA0565  VERT ORDER      -  FIRST     CLASS II
 JA0565
 JA0565.The horizontal coordinates were scaled from a map and have
 JA0565.an estimated accuracy of +/- 6 seconds.
 JA0565
 JA0565.The orthometric height was determined by differential leveling and
 JA0565.adjusted by the NATIONAL GEODETIC SURVEY
 JA0565.in June 1991.
 JA0565
 JA0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0565.GEOID18 height accuracy estimate available here.
 JA0565
 JA0565.Click photographs - Photos may exist for this station.
 JA0565
 JA0565.The dynamic height is computed by dividing the NAVD 88
 JA0565.geopotential number by the normal gravity value computed on the
 JA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0565.degrees latitude (g = 980.6199 gals.).
 JA0565
 JA0565.The modeled gravity was interpolated from observed gravity values.
 JA0565
 JA0565;                    North         East    Units  Estimated Accuracy
 JA0565;SPC IN W     -   339,690.      922,250.      MT  (+/- 180 meters Scaled)
 JA0565
 JA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH149399(NAD 83)
 JA0565
 JA0565                          SUPERSEDED SURVEY CONTROL
 JA0565
 JA0565  NGVD 29 (??/??/92)  146.888  (m)          481.92   (f) ADJ UNCH    1 2
 JA0565
 JA0565.Superseded values are not recommended for survey control.
 JA0565
 JA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0565.See file dsdata.pdf to determine how the superseded data were derived.
 JA0565
 JA0565_MARKER: DB = BENCH MARK DISK
 JA0565_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA0565_SP_SET: SANDSTONE FOUNDATION
 JA0565_STAMPING: P 328 1965
 JA0565_MARK LOGO: CGS
 JA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0565+STABILITY: SURFACE MOTION
 JA0565
 JA0565  HISTORY     - Date     Condition        Report By
 JA0565  HISTORY     - 1965     MONUMENTED       CGS
 JA0565
 JA0565                          STATION DESCRIPTION
 JA0565
 JA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0565'6.8 MI E FROM HUNTINGBURG.
 JA0565'ABOUT 6.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0565'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, OR ABOUT
 JA0565'0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE AT
 JA0565'BIRDSEYE, THENCE 8.2 MILES WEST ALONG THE SOUTHERN RAILWAY, IN
 JA0565'SECTION 26, T 2 S, R 4 W, 0.2 MILE NORTHWEST OF MILEPOST 206, 67
 JA0565'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 77 FEET
 JA0565'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, SET IN THE TOP
 JA0565'OF THE NORTHWEST EDGE OF A SANDSTONE BLOCK WHICH SERVES AS A
 JA0565'FOUNDATION, 83 FEET SOUTH OF A SYCAMORE TREE, 7 FEET NORTH OF THE
 JA0565'WEST CORNER OF A BUILDING, ABOUT LEVEL WITH THE GROUND, ABOUT
 JA0565'6 FEET ABOVE THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0545 ***********************************************************************
 HA0545  DESIGNATION -  P 329
 HA0545  PID         -  HA0545
 HA0545  STATE/COUNTY-  IN/SPENCER
 HA0545  COUNTRY     -  US
 HA0545  USGS QUAD   -  LEWISPORT (2019)
 HA0545
 HA0545                         *CURRENT SURVEY CONTROL
 HA0545  ______________________________________________________________________
 HA0545* NAD 83(1986) POSITION- 37 59 08.     (N) 086 52 32.     (W)   SCALED
 HA0545* NAVD 88 ORTHO HEIGHT -   125.043 (meters)      410.25  (feet) ADJUSTED
 HA0545  ______________________________________________________________________
 HA0545  GEOID HEIGHT    -        -31.713 (meters)                     GEOID18
 HA0545  DYNAMIC HEIGHT  -        124.957 (meters)      409.96  (feet) COMP
 HA0545  MODELED GRAVITY -    979,943.5   (mgal)                       NAVD 88
 HA0545
 HA0545  VERT ORDER      -  FIRST     CLASS II
 HA0545
 HA0545.The horizontal coordinates were scaled from a map and have
 HA0545.an estimated accuracy of +/- 6 seconds.
 HA0545
 HA0545.The orthometric height was determined by differential leveling and
 HA0545.adjusted by the NATIONAL GEODETIC SURVEY
 HA0545.in June 1991.
 HA0545
 HA0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0545.GEOID18 height accuracy estimate available here.
 HA0545
 HA0545.Click photographs - Photos may exist for this station.
 HA0545
 HA0545.The dynamic height is computed by dividing the NAVD 88
 HA0545.geopotential number by the normal gravity value computed on the
 HA0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0545.degrees latitude (g = 980.6199 gals.).
 HA0545
 HA0545.The modeled gravity was interpolated from observed gravity values.
 HA0545
 HA0545;                    North         East    Units  Estimated Accuracy
 HA0545;SPC IN W     -   303,910.      918,250.      MT  (+/- 180 meters Scaled)
 HA0545
 HA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH109042(NAD 83)
 HA0545
 HA0545                          SUPERSEDED SURVEY CONTROL
 HA0545
 HA0545  NGVD 29 (??/??/92)  125.151  (m)          410.60   (f) ADJ UNCH    1 2
 HA0545
 HA0545.Superseded values are not recommended for survey control.
 HA0545
 HA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0545.See file dsdata.pdf to determine how the superseded data were derived.
 HA0545
 HA0545_MARKER: DB = BENCH MARK DISK
 HA0545_SETTING: 66 = SET IN ROCK OUTCROP
 HA0545_STAMPING: P 329 1965
 HA0545_MARK LOGO: CGS
 HA0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0545+STABILITY: POSITION/ELEVATION WELL
 HA0545
 HA0545  HISTORY     - Date     Condition        Report By
 HA0545  HISTORY     - 1965     MONUMENTED       CGS
 HA0545
 HA0545                          STATION DESCRIPTION
 HA0545
 HA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0545'4.7 MI NW FROM TROY.
 HA0545'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS
 HA0545'CATHOLIC CHURCH AT TROY, IN SECTION 20, T 6 S, R 4 W, 0.25 MILE
 HA0545'SOUTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 0.2 MILE NORTHEAST
 HA0545'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 79 FEET NORTHEAST
 HA0545'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 41 1/2 FEET
 HA0545'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A
 HA0545'BLAZED 6-INCH TREE, SET IN THE TOP OF A 2 FOOT BY 6 FOOT LIMESTONE
 HA0545'ROCK OUTCROP, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT 6
 HA0545'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0900 ***********************************************************************
 KA0900  DESIGNATION -  P 33
 KA0900  PID         -  KA0900
 KA0900  STATE/COUNTY-  IN/PARKE
 KA0900  COUNTRY     -  US
 KA0900  USGS QUAD   -  CATLIN (2019)
 KA0900
 KA0900                         *CURRENT SURVEY CONTROL
 KA0900  ______________________________________________________________________
 KA0900* NAD 83(1986) POSITION- 39 42 35.40   (N) 087 14 17.76   (W)   HD_HELD1
 KA0900* NAVD 88 ORTHO HEIGHT -   171.447 (meters)      562.49  (feet) ADJUSTED
 KA0900  ______________________________________________________________________
 KA0900  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 KA0900  DYNAMIC HEIGHT  -        171.349 (meters)      562.17  (feet) COMP
 KA0900  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA0900
 KA0900  VERT ORDER      -  SECOND    CLASS 0
 KA0900
 KA0900.The horizontal coordinates were determined by differentially corrected
 KA0900.hand held GPS observations or other comparable positioning techniques
 KA0900.and have an estimated accuracy of +/- 3 meters.
 KA0900
 KA0900.The orthometric height was determined by differential leveling and
 KA0900.adjusted by the NATIONAL GEODETIC SURVEY
 KA0900.in June 1991.
 KA0900
 KA0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0900.GEOID18 height accuracy estimate available here.
 KA0900
 KA0900.Click photographs - Photos may exist for this station.
 KA0900
 KA0900.The dynamic height is computed by dividing the NAVD 88
 KA0900.geopotential number by the normal gravity value computed on the
 KA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0900.degrees latitude (g = 980.6199 gals.).
 KA0900
 KA0900.The modeled gravity was interpolated from observed gravity values.
 KA0900
 KA0900;                    North         East    Units  Estimated Accuracy
 KA0900;SPC IN W     -   495,312.4     886,714.3     MT  (+/- 3 meters HH1 GPS) 
 KA0900
 KA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7957595579(NAD 83)
 KA0900
 KA0900                          SUPERSEDED SURVEY CONTROL
 KA0900
 KA0900  NGVD 29 (??/??/92)  171.548  (m)          562.82   (f) ADJ UNCH    2 0
 KA0900
 KA0900.Superseded values are not recommended for survey control.
 KA0900
 KA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0900.See file dsdata.pdf to determine how the superseded data were derived.
 KA0900
 KA0900_MARKER: DB = BENCH MARK DISK
 KA0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0900_STAMPING: P 33 1934
 KA0900_MARK LOGO: CGS
 KA0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0900+STABILITY: SURFACE MOTION
 KA0900
 KA0900  HISTORY     - Date     Condition        Report By
 KA0900  HISTORY     - 1934     MONUMENTED       CGS
 KA0900  HISTORY     - 1946     GOOD             CGS
 KA0900
 KA0900                          STATION DESCRIPTION
 KA0900
 KA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0900'4 MI S FROM ROCKVILLE.
 KA0900'4.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0900'AT ROCKVILLE, PARKE COUNTY, 0.1 MILE SOUTH OF MILEPOST 19, AT A
 KA0900'ROAD CROSSING, 65 FEET SOUTHEAST ACROSS THE ROAD FROM THE CENTER
 KA0900'OF THE EAST END OF DOUBLE CONCRETE-PIPE CULVERT 18.89, 39 FEET
 KA0900'SOUTH OF THE CENTERLINE OF THE ROAD, 28 FEET EAST OF THE EAST
 KA0900'RAIL OF THE TRACK, 25 FEET SOUTHWEST OF A LARGE WILLOW TREE, 8
 KA0900'FEET SOUTHWEST OF THE CENTERLINE OF A ROAD LEADING THROUGH A
 KA0900'GATE INTO A CULTIVATED FIELD, 1 FOOT WEST OF A WIRE-FENCE LINE,
 KA0900'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KA0900'P 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KA0900'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0498 ***********************************************************************
 HA0498  DESIGNATION -  P 330
 HA0498  PID         -  HA0498
 HA0498  STATE/COUNTY-  IN/PERRY
 HA0498  COUNTRY     -  US
 HA0498  USGS QUAD   -  ROME (2019)
 HA0498
 HA0498                         *CURRENT SURVEY CONTROL
 HA0498  ______________________________________________________________________
 HA0498* NAD 83(1986) POSITION- 37 56 25.     (N) 086 31 45.     (W)   SCALED
 HA0498* NAVD 88 ORTHO HEIGHT -   161.860 (meters)      531.04  (feet) ADJUSTED
 HA0498  ______________________________________________________________________
 HA0498  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 HA0498  DYNAMIC HEIGHT  -        161.744 (meters)      530.66  (feet) COMP
 HA0498  MODELED GRAVITY -    979,909.9   (mgal)                       NAVD 88
 HA0498
 HA0498  VERT ORDER      -  FIRST     CLASS II
 HA0498
 HA0498.The horizontal coordinates were scaled from a map and have
 HA0498.an estimated accuracy of +/- 6 seconds.
 HA0498
 HA0498.The orthometric height was determined by differential leveling and
 HA0498.adjusted by the NATIONAL GEODETIC SURVEY
 HA0498.in June 1991.
 HA0498
 HA0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0498.GEOID18 height accuracy estimate available here.
 HA0498
 HA0498.Click photographs - Photos may exist for this station.
 HA0498
 HA0498.The dynamic height is computed by dividing the NAVD 88
 HA0498.geopotential number by the normal gravity value computed on the
 HA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0498.degrees latitude (g = 980.6199 gals.).
 HA0498
 HA0498.The modeled gravity was interpolated from observed gravity values.
 HA0498
 HA0498;                    North         East    Units  Estimated Accuracy
 HA0498;SPC IN W     -   299,010.      948,710.      MT  (+/- 180 meters Scaled)
 HA0498
 HA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG413992(NAD 83)
 HA0498
 HA0498                          SUPERSEDED SURVEY CONTROL
 HA0498
 HA0498  NGVD 29 (??/??/92)  161.963  (m)          531.37   (f) ADJ UNCH    1 2
 HA0498
 HA0498.Superseded values are not recommended for survey control.
 HA0498
 HA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0498.See file dsdata.pdf to determine how the superseded data were derived.
 HA0498
 HA0498_MARKER: DB = BENCH MARK DISK
 HA0498_SETTING: 66 = SET IN ROCK OUTCROP
 HA0498_STAMPING: P 330 1965
 HA0498_MARK LOGO: CGS
 HA0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0498+STABILITY: POSITION/ELEVATION WELL
 HA0498
 HA0498  HISTORY     - Date     Condition        Report By
 HA0498  HISTORY     - 1965     MONUMENTED       CGS
 HA0498
 HA0498                          STATION DESCRIPTION
 HA0498
 HA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0498'1.7 MI N FROM ROME.
 HA0498'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0498'AT ROME, THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 66, IN SECTION
 HA0498'4, T 7 S, R 1 W, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HA0498'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3 INCHES
 HA0498'ABOVE THE GROUND, 107 YARDS NORTHEAST OF THE CENTER LINE OF A
 HA0498'DRIVEWAY TO THE WILLIAM A. BRYANT FARMHOUSE, 91 FEET EAST AND
 HA0498'ACROSS THE HIGHWAY FROM A POWER POLE, 38 FEET NORTHEAST OF A
 HA0498'10-INCH MAPLE TREE BEARING A WITNESS SHIELD, 9 FEET SOUTHEAST OF
 HA0498'A FENCE LINE, 9 FEET WEST OF A 6-INCH CEDAR TREE, ABOUT 4 FEET
 HA0498'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1003 ***********************************************************************
 JA1003  DESIGNATION -  P 331
 JA1003  PID         -  JA1003
 JA1003  STATE/COUNTY-  IN/PIKE
 JA1003  COUNTRY     -  US
 JA1003  USGS QUAD   -  PETERSBURG (2019)
 JA1003
 JA1003                         *CURRENT SURVEY CONTROL
 JA1003  ______________________________________________________________________
 JA1003* NAD 83(1986) POSITION- 38 22 43.     (N) 087 15 15.     (W)   SCALED
 JA1003* NAVD 88 ORTHO HEIGHT -   133.942 (meters)      439.44  (feet) ADJUSTED
 JA1003  ______________________________________________________________________
 JA1003  GEOID HEIGHT    -        -31.925 (meters)                     GEOID18
 JA1003  DYNAMIC HEIGHT  -        133.854 (meters)      439.15  (feet) COMP
 JA1003  MODELED GRAVITY -    979,969.5   (mgal)                       NAVD 88
 JA1003
 JA1003  VERT ORDER      -  FIRST     CLASS II
 JA1003
 JA1003.The horizontal coordinates were scaled from a map and have
 JA1003.an estimated accuracy of +/- 6 seconds.
 JA1003
 JA1003.The orthometric height was determined by differential leveling and
 JA1003.adjusted by the NATIONAL GEODETIC SURVEY
 JA1003.in June 1991.
 JA1003
 JA1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1003.GEOID18 height accuracy estimate available here.
 JA1003
 JA1003.Click photographs - Photos may exist for this station.
 JA1003
 JA1003.The dynamic height is computed by dividing the NAVD 88
 JA1003.geopotential number by the normal gravity value computed on the
 JA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1003.degrees latitude (g = 980.6199 gals.).
 JA1003
 JA1003.The modeled gravity was interpolated from observed gravity values.
 JA1003
 JA1003;                    North         East    Units  Estimated Accuracy
 JA1003;SPC IN W     -   347,530.      885,070.      MT  (+/- 180 meters Scaled)
 JA1003
 JA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH778478(NAD 83)
 JA1003
 JA1003                          SUPERSEDED SURVEY CONTROL
 JA1003
 JA1003  NGVD 29 (??/??/92)  134.062  (m)          439.84   (f) ADJ UNCH    1 2
 JA1003
 JA1003.Superseded values are not recommended for survey control.
 JA1003
 JA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1003.See file dsdata.pdf to determine how the superseded data were derived.
 JA1003
 JA1003_MARKER: DB = BENCH MARK DISK
 JA1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1003_SP_SET: OVERPASS
 JA1003_STAMPING: P 331 1965
 JA1003_MARK LOGO: CGS
 JA1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1003
 JA1003  HISTORY     - Date     Condition        Report By
 JA1003  HISTORY     - 1965     MONUMENTED       CGS
 JA1003
 JA1003                          STATION DESCRIPTION
 JA1003
 JA1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1003'2.4 MI W FROM WINSLOW.
 JA1003'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA1003'OFFICE AT WINSLOW, THENCE 1.95 MILES WEST ALONG THE SOUTHERN
 JA1003'RAILWAY, IN SECTION 1, T 2 S, R 8 W, 7 TELEPHONE POLES WEST OF
 JA1003'MILEPOST 181, 4 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 JA1003'THE WEST END OF A CONCRETE RETAINING WALL OF AN OVERPASS OVER A
 JA1003'SPUR RAILROAD TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0632 ***********************************************************************
 MD0632  DESIGNATION -  P 332
 MD0632  PID         -  MD0632
 MD0632  STATE/COUNTY-  IN/ALLEN
 MD0632  COUNTRY     -  US
 MD0632  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0632
 MD0632                         *CURRENT SURVEY CONTROL
 MD0632  ______________________________________________________________________
 MD0632* NAD 83(1986) POSITION- 41 04 44.     (N) 085 06 54.     (W)   SCALED
 MD0632* NAVD 88 ORTHO HEIGHT -   233.946 (meters)      767.54  (feet) ADJUSTED
 MD0632  ______________________________________________________________________
 MD0632  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 MD0632  DYNAMIC HEIGHT  -        233.853 (meters)      767.23  (feet) COMP
 MD0632  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0632
 MD0632  VERT ORDER      -  FIRST     CLASS I
 MD0632
 MD0632.The horizontal coordinates were scaled from a map and have
 MD0632.an estimated accuracy of +/- 6 seconds.
 MD0632
 MD0632.The orthometric height was determined by differential leveling and
 MD0632.adjusted by the NATIONAL GEODETIC SURVEY
 MD0632.in June 1991.
 MD0632
 MD0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0632.GEOID18 height accuracy estimate available here.
 MD0632
 MD0632.Click photographs - Photos may exist for this station.
 MD0632
 MD0632.The dynamic height is computed by dividing the NAVD 88
 MD0632.geopotential number by the normal gravity value computed on the
 MD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0632.degrees latitude (g = 980.6199 gals.).
 MD0632
 MD0632.The modeled gravity was interpolated from observed gravity values.
 MD0632
 MD0632;                    North         East    Units  Estimated Accuracy
 MD0632;SPC IN E     -   647,470.      146,360.      MT  (+/- 180 meters Scaled)
 MD0632
 MD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583492(NAD 83)
 MD0632
 MD0632                          SUPERSEDED SURVEY CONTROL
 MD0632
 MD0632  NGVD 29 (??/??/92)  234.106  (m)          768.06   (f) ADJ UNCH    1 1
 MD0632
 MD0632.Superseded values are not recommended for survey control.
 MD0632
 MD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0632.See file dsdata.pdf to determine how the superseded data were derived.
 MD0632
 MD0632_MARKER: DB = BENCH MARK DISK
 MD0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0632_STAMPING: P 332 1968
 MD0632_MARK LOGO: CGS
 MD0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0632
 MD0632  HISTORY     - Date     Condition        Report By
 MD0632  HISTORY     - 1968     MONUMENTED       CGS
 MD0632  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0632
 MD0632                          STATION DESCRIPTION
 MD0632
 MD0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0632'AT FORT WAYNE.
 MD0632'AT FORT WAYNE, AT THE INTERSECTION OF EAST WASHINGTON BLVD AND
 MD0632'SOUTH ANTHONY BLVD, NEAR THE NORTHWEST CORNER OF THE CONCORDIA
 MD0632'LUTHERAN CEMETERY, 21.0 FEET EAST OF THE EAST CURB OF SOUTH
 MD0632'ANTHONY BLVD, 21.1 FEET SOUTH OF THE SOUTH CURB OF EAST WASHINGTON
 MD0632'BLVD, 11.3 FEET SOUTHWEST OF A STEEL FENCE CORNER AROUND CEMETERY,
 MD0632'21.5 FEET NORTHEAST OF A STEEL FENCE CORNER, 1 FOOT NORTHWEST
 MD0632'OF THE IRON FENCE AROUND THE CEMETERY, 2 FEET SOUTHWEST OF A
 MD0632'METAL WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER COATED
 MD0632'STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 MD0632'PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 1 INCH ABOVE
 MD0632'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 MD0632'DEPTH OF 15 FEET.  (IN SECTION 6, R 13 E, T 30 N).
 MD0632
 MD0632                          STATION RECOVERY (1992)
 MD0632
 MD0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0632'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0660 ***********************************************************************
 MD0660  DESIGNATION -  P 333
 MD0660  PID         -  MD0660
 MD0660  STATE/COUNTY-  IN/WHITLEY
 MD0660  COUNTRY     -  US
 MD0660  USGS QUAD   -  ARCOLA (2019)
 MD0660
 MD0660                         *CURRENT SURVEY CONTROL
 MD0660  ______________________________________________________________________
 MD0660* NAD 83(1986) POSITION- 41 07 09.     (N) 085 21 44.     (W)   SCALED
 MD0660* NAVD 88 ORTHO HEIGHT -   257.594 (meters)      845.12  (feet) ADJUSTED
 MD0660  ______________________________________________________________________
 MD0660  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 MD0660  DYNAMIC HEIGHT  -        257.495 (meters)      844.80  (feet) COMP
 MD0660  MODELED GRAVITY -    980,231.1   (mgal)                       NAVD 88
 MD0660
 MD0660  VERT ORDER      -  FIRST     CLASS I
 MD0660
 MD0660.The horizontal coordinates were scaled from a map and have
 MD0660.an estimated accuracy of +/- 6 seconds.
 MD0660
 MD0660.The orthometric height was determined by differential leveling and
 MD0660.adjusted by the NATIONAL GEODETIC SURVEY
 MD0660.in April 1995.
 MD0660
 MD0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0660.GEOID18 height accuracy estimate available here.
 MD0660
 MD0660.Click photographs - Photos may exist for this station.
 MD0660
 MD0660.The dynamic height is computed by dividing the NAVD 88
 MD0660.geopotential number by the normal gravity value computed on the
 MD0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0660.degrees latitude (g = 980.6199 gals.).
 MD0660
 MD0660.The modeled gravity was interpolated from observed gravity values.
 MD0660
 MD0660;                    North         East    Units  Estimated Accuracy
 MD0660;SPC IN E     -   651,840.      125,570.      MT  (+/- 180 meters Scaled)
 MD0660
 MD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL374532(NAD 83)
 MD0660
 MD0660                          SUPERSEDED SURVEY CONTROL
 MD0660
 MD0660  NAVD 88 (06/15/91)  257.586  (m)          845.10   (f) SUPERSEDED  1 1
 MD0660  NGVD 29 (01/19/93)  257.743  (m)          845.61   (f) ADJUSTED    1 1
 MD0660  NGVD 29 (??/??/92)  257.743  (m)          845.61   (f) SUPERSEDED  1 1
 MD0660
 MD0660.Superseded values are not recommended for survey control.
 MD0660
 MD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0660.See file dsdata.pdf to determine how the superseded data were derived.
 MD0660
 MD0660_MARKER: DB = BENCH MARK DISK
 MD0660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0660_SP_SET: HEADWALL
 MD0660_STAMPING: P 333 1968
 MD0660_MARK LOGO: CGS
 MD0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0660+STABILITY: SURFACE MOTION
 MD0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0660+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0660
 MD0660  HISTORY     - Date     Condition        Report By
 MD0660  HISTORY     - 1968     MONUMENTED       CGS
 MD0660  HISTORY     - 19921009 GOOD             NGS
 MD0660
 MD0660                          STATION DESCRIPTION
 MD0660
 MD0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0660'1.8 MI SE FROM COESSE.
 MD0660'ABOUT 1.8 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0660'THE SAMANSON STREET OVERPASS AT COESSE, ABOUT 0.3 MILE NORTHWEST
 MD0660'OF THE CROSSING OF COUNTY ROAD 700 E, ABOUT 0.1 MILES SOUTHEAST
 MD0660'OF MILEPOST 322, SET ON THE TOP OF THE SOUTHEAST END OF THE
 MD0660'NORTHEAST CONCRETE HEAD WALL FOR AN 18-FOOT CONCRETE BOX CULVERT
 MD0660'FOR A LARGE DRAINAGE DITCH, 12 FEET NORTHEAST OF THE NORTHEAST
 MD0660'RAIL OF THE WESTBOUND TRACK, 1.8 FEET NORTHWEST OF THE SOUTHEAST
 MD0660'END OF THE HEAD WALL AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 MD0660'IN SECTION 23, R 10 E, T 31 N.
 MD0660
 MD0660                          STATION RECOVERY (1992)
 MD0660
 MD0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0660'5.7 KM (3.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0660'JUNCTION OF ARCOLA ROAD IN ARCOLA, IN TOP OF AND 0.6 M (2.0 FT)
 MD0660'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 MD0660'A CULVERT OVER GANGWER DITCH, 0.2 KM (0.10 MI) SOUTHEAST OF MILEPOST
 MD0660'332, 7.9 M (25.9 FT) NORTHEAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 MD0660'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0213 ***********************************************************************
 ME0213  DESIGNATION -  P 334
 ME0213  PID         -  ME0213
 ME0213  STATE/COUNTY-  IN/KOSCIUSKO
 ME0213  COUNTRY     -  US
 ME0213  USGS QUAD   -  BOURBON (2019)
 ME0213
 ME0213                         *CURRENT SURVEY CONTROL
 ME0213  ______________________________________________________________________
 ME0213* NAD 83(1986) POSITION- 41 15 58.     (N) 086 00 05.     (W)   SCALED
 ME0213* NAVD 88 ORTHO HEIGHT -   243.681 (meters)      799.48  (feet) ADJUSTED
 ME0213  ______________________________________________________________________
 ME0213  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 ME0213  DYNAMIC HEIGHT  -        243.579 (meters)      799.14  (feet) COMP
 ME0213  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 ME0213
 ME0213  VERT ORDER      -  FIRST     CLASS I
 ME0213
 ME0213.The horizontal coordinates were scaled from a map and have
 ME0213.an estimated accuracy of +/- 6 seconds.
 ME0213
 ME0213.The orthometric height was determined by differential leveling and
 ME0213.adjusted by the NATIONAL GEODETIC SURVEY
 ME0213.in June 1991.
 ME0213
 ME0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0213.GEOID18 height accuracy estimate available here.
 ME0213
 ME0213.Click photographs - Photos may exist for this station.
 ME0213
 ME0213.The dynamic height is computed by dividing the NAVD 88
 ME0213.geopotential number by the normal gravity value computed on the
 ME0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0213.degrees latitude (g = 980.6199 gals.).
 ME0213
 ME0213.The modeled gravity was interpolated from observed gravity values.
 ME0213
 ME0213;                    North         East    Units  Estimated Accuracy
 ME0213;SPC IN E     -   668,170.       71,950.      MT  (+/- 180 meters Scaled)
 ME0213
 ME0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL836687(NAD 83)
 ME0213
 ME0213                          SUPERSEDED SURVEY CONTROL
 ME0213
 ME0213  NGVD 29 (01/19/93)  243.811  (m)          799.90   (f) ADJUSTED    1 1
 ME0213  NGVD 29 (??/??/92)  243.811  (m)          799.90   (f) SUPERSEDED  1 1
 ME0213
 ME0213.Superseded values are not recommended for survey control.
 ME0213
 ME0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0213.See file dsdata.pdf to determine how the superseded data were derived.
 ME0213
 ME0213_MARKER: DB = BENCH MARK DISK
 ME0213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0213_SP_SET: HEADWALL
 ME0213_STAMPING: P 334 1968
 ME0213_MARK LOGO: CGS
 ME0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0213+STABILITY: SURFACE MOTION
 ME0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0213+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0213
 ME0213  HISTORY     - Date     Condition        Report By
 ME0213  HISTORY     - 1968     MONUMENTED       CGS
 ME0213  HISTORY     - 1969     GOOD             INHD
 ME0213  HISTORY     - 1983     GOOD             USPSQD
 ME0213  HISTORY     - 19920909 GOOD             NGS
 ME0213
 ME0213                          STATION DESCRIPTION
 ME0213
 ME0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0213'1.3 MI NW FROM ATWOOD.
 ME0213'ABOUT 1.3 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0213'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 2.5 MILES
 ME0213'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, IN
 ME0213'SECTION 36, R 4 E, T 33 N, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST
 ME0213'367, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 ME0213'HEAD WALL OF A BRIDGE OVER ROBINSON DITCH, 16 FEET SOUTHWEST OF
 ME0213'THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 2.8 FEET NORTHWEST
 ME0213'OF THE SOUTHEAST END OF THE HEAD WALL AND 2 1/2 FEET BELOW THE
 ME0213'LEVEL OF THE TRACK.
 ME0213
 ME0213                          STATION RECOVERY (1969)
 ME0213
 ME0213'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 ME0213'RECOVERED IN GOOD CONDITION.
 ME0213
 ME0213                          STATION RECOVERY (1983)
 ME0213
 ME0213'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0213'RECOVERED IN GOOD CONDITION.
 ME0213
 ME0213                          STATION RECOVERY (1992)
 ME0213
 ME0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0213'14.5 KM (9.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0213'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, IN TOP OF
 ME0213'AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 ME0213'CONCRETE HEADWALL OF A RAILROAD BRIDGE SPANNING ROBISON DITCH, 5.0 M
 ME0213'(16.4 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE
 ME0213'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0959 ***********************************************************************
 ME0959  DESIGNATION -  P 336
 ME0959  PID         -  ME0959
 ME0959  STATE/COUNTY-  IN/PORTER
 ME0959  COUNTRY     -  US
 ME0959  USGS QUAD   -  PALMER (2019)
 ME0959
 ME0959                         *CURRENT SURVEY CONTROL
 ME0959  ______________________________________________________________________
 ME0959* NAD 83(1986) POSITION- 41 29 43.49   (N) 087 07 55.97   (W)   HD_HELD1
 ME0959* NAVD 88 ORTHO HEIGHT -   206.177 (meters)      676.43  (feet) ADJUSTED
 ME0959  ______________________________________________________________________
 ME0959  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME0959  DYNAMIC HEIGHT  -        206.096 (meters)      676.17  (feet) COMP
 ME0959  MODELED GRAVITY -    980,228.1   (mgal)                       NAVD 88
 ME0959
 ME0959  VERT ORDER      -  FIRST     CLASS I
 ME0959
 ME0959.The horizontal coordinates were determined by differentially corrected
 ME0959.hand held GPS observations or other comparable positioning techniques
 ME0959.and have an estimated accuracy of +/- 3 meters.
 ME0959
 ME0959.The orthometric height was determined by differential leveling and
 ME0959.adjusted by the NATIONAL GEODETIC SURVEY
 ME0959.in June 1991.
 ME0959
 ME0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0959.GEOID18 height accuracy estimate available here.
 ME0959
 ME0959.Click photographs - Photos may exist for this station.
 ME0959
 ME0959.The dynamic height is computed by dividing the NAVD 88
 ME0959.geopotential number by the normal gravity value computed on the
 ME0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0959.degrees latitude (g = 980.6199 gals.).
 ME0959
 ME0959.The modeled gravity was interpolated from observed gravity values.
 ME0959
 ME0959;                    North         East    Units  Estimated Accuracy
 ME0959;SPC IN W     -   693,577.5     895,918.5     MT  (+/- 3 meters HH1 GPS) 
 ME0959
 ME0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8896493763(NAD 83)
 ME0959
 ME0959                          SUPERSEDED SURVEY CONTROL
 ME0959
 ME0959  NGVD 29 (01/19/93)  206.270  (m)          676.74   (f) ADJUSTED    1 1
 ME0959  NGVD 29 (??/??/92)  206.270  (m)          676.74   (f) SUPERSEDED  1 1
 ME0959
 ME0959.Superseded values are not recommended for survey control.
 ME0959
 ME0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0959.See file dsdata.pdf to determine how the superseded data were derived.
 ME0959
 ME0959_MARKER: DB = BENCH MARK DISK
 ME0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0959_STAMPING: P 336 1968
 ME0959_MARK LOGO: CGS
 ME0959_PROJECTION: FLUSH
 ME0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0959+STABILITY: SURFACE MOTION
 ME0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0959+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2022
 ME0959
 ME0959  HISTORY     - Date     Condition        Report By
 ME0959  HISTORY     - 1968     MONUMENTED       CGS
 ME0959  HISTORY     - 19920906 GOOD             NGS
 ME0959  HISTORY     - 20220418 GOOD             IN-127
 ME0959
 ME0959                          STATION DESCRIPTION
 ME0959
 ME0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0959'2.7 MI SE FROM WHEELER.
 ME0959'ABOUT 2.7 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0959'THE CROSSING OF PARK AVENUE AT WHEELER, ABOUT 3.95 MILES
 ME0959'NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE STATION AT
 ME0959'VALPARAISO, IN SECTION 8, R 6 W, T 35 N, ABOUT 0.45 MILE NORTHWEST
 ME0959'OF THE JUNCTION OF STATE HIGHWAY 149 AND STATE HIGHWAY 130,
 ME0959'62 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 130, 16
 ME0959'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 2
 ME0959'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF MILEPOST 428, 2 1/2
 ME0959'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0959'CONCRETE POST FLUSH WITH THE GROUND.
 ME0959
 ME0959                          STATION RECOVERY (1992)
 ME0959
 ME0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0959'6.9 KM (4.30 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME0959'IN VALPARAISO, 18.5 M (60.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 ME0959'9.5 M (31.2 FT) NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD,
 ME0959'0.6 M (2.0 FT) SOUTHEAST OF RAILROAD MILEPOST 428, 0.5 M (1.6 FT)
 ME0959'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 ME0959'GROUND SURFACE.
 ME0959
 ME0959                          STATION RECOVERY (2022)
 ME0959
 ME0959'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME0959'STATION IS ABOUT 4.3 MILES WESTERLY ALONG STATE HIGHWAY 130 FROM THE
 ME0959'VALPARAISO CITY HALL IN VALPARAISO. FROM THE INTERSECTION OF STATE
 ME0959'ROAD 130 AND STATE ROAD 149, GO WEST ALONG STATE ROAD 130 FOR ABOUT
 ME0959'0.5 MILE AND STATION IS ON LEFT, 60.7 FEET SOUTHWEST OF HIGHWAY
 ME0959'CENTERLINE, 31.2 FEET NORTHEAST OF NEAR RAIL OF CONRAIL RAILROAD, N 30
 ME0959'DEG. E, 14.5 FEET FROM MILE POST 428 SIGN, 11 FEET WEST OF THE EAST
 ME0959'FACE EXTENDED SOUTH OF A 1-STORY RESIDENCE AT 339 SR 130. STATION IS
 ME0959'FLUSH WITH GROUND. SEE OPUS SOLUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2129 ***********************************************************************
 ME2129  DESIGNATION -  P 349
 ME2129  PID         -  ME2129
 ME2129  STATE/COUNTY-  IN/PORTER
 ME2129  COUNTRY     -  US
 ME2129  USGS QUAD   -  PORTAGE (2019)
 ME2129
 ME2129                         *CURRENT SURVEY CONTROL
 ME2129  ______________________________________________________________________
 ME2129* NAD 83(1986) POSITION- 41 36 42.13   (N) 087 12 55.12   (W)   HD_HELD1
 ME2129* NAVD 88 ORTHO HEIGHT -   185.205 (meters)      607.63  (feet) ADJUSTED
 ME2129  ______________________________________________________________________
 ME2129  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 ME2129  DYNAMIC HEIGHT  -        185.137 (meters)      607.40  (feet) COMP
 ME2129  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 ME2129
 ME2129  VERT ORDER      -  FIRST     CLASS II
 ME2129
 ME2129.The horizontal coordinates were determined by differentially corrected
 ME2129.hand held GPS observations or other comparable positioning techniques
 ME2129.and have an estimated accuracy of +/- 3 meters.
 ME2129
 ME2129.The orthometric height was determined by differential leveling and
 ME2129.adjusted by the NATIONAL GEODETIC SURVEY
 ME2129.in June 1991.
 ME2129
 ME2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2129.GEOID18 height accuracy estimate available here.
 ME2129
 ME2129.Click photographs - Photos may exist for this station.
 ME2129
 ME2129.The dynamic height is computed by dividing the NAVD 88
 ME2129.geopotential number by the normal gravity value computed on the
 ME2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2129.degrees latitude (g = 980.6199 gals.).
 ME2129
 ME2129.The modeled gravity was interpolated from observed gravity values.
 ME2129
 ME2129;                    North         East    Units  Estimated Accuracy
 ME2129;SPC IN W     -   706,499.9     888,999.7     MT  (+/- 3 meters HH1 GPS) 
 ME2129
 ME2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8206006687(NAD 83)
 ME2129
 ME2129                          SUPERSEDED SURVEY CONTROL
 ME2129
 ME2129  NGVD 29 (01/19/93)  185.304  (m)          607.95   (f) ADJUSTED    1 2
 ME2129  NGVD 29 (??/??/92)  185.291  (m)          607.91   (f) SUPERSEDED  1 2
 ME2129
 ME2129.Superseded values are not recommended for survey control.
 ME2129
 ME2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2129.See file dsdata.pdf to determine how the superseded data were derived.
 ME2129
 ME2129_MARKER: I = METAL ROD
 ME2129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2129_STAMPING: P 349 1985
 ME2129_MARK LOGO: NGS
 ME2129_PROJECTION: FLUSH
 ME2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2129_ROD/PIPE-DEPTH: 8.5 meters
 ME2129
 ME2129  HISTORY     - Date     Condition        Report By
 ME2129  HISTORY     - 1985     MONUMENTED       NGS
 ME2129
 ME2129                          STATION DESCRIPTION
 ME2129
 ME2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2129'10.7 KM (6.65 MI) EAST FROM GARY.
 ME2129'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2129'WITH STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, 0.7 KM (0.45 MI) EAST
 ME2129'OF THE LAKE-PORTER COUNTY LINE, 19.0 M (62.3 FT) NORTH OF THE
 ME2129'CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF THE NEAR RAIL OF
 ME2129'THE SOUTH SHORE RAILROAD, AND 1.5 M (4.9 FT) WEST OF A UTILITY POLE.
 ME2129'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2129'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 ME2129'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0759 ***********************************************************************
 LA0759  DESIGNATION -  P 35
 LA0759  PID         -  LA0759
 LA0759  STATE/COUNTY-  IN/WELLS
 LA0759  COUNTRY     -  US
 LA0759  USGS QUAD   -  UNIONDALE (2019)
 LA0759
 LA0759                         *CURRENT SURVEY CONTROL
 LA0759  ______________________________________________________________________
 LA0759* NAD 83(1986) POSITION- 40 49 51.     (N) 085 10 41.     (W)   SCALED
 LA0759* NAVD 88 ORTHO HEIGHT -   260.020 (meters)      853.08  (feet) ADJUSTED
 LA0759  ______________________________________________________________________
 LA0759  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 LA0759  DYNAMIC HEIGHT  -        259.900 (meters)      852.69  (feet) COMP
 LA0759  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 LA0759
 LA0759  VERT ORDER      -  SECOND    CLASS 0
 LA0759
 LA0759.The horizontal coordinates were scaled from a map and have
 LA0759.an estimated accuracy of +/- 6 seconds.
 LA0759
 LA0759.The orthometric height was determined by differential leveling and
 LA0759.adjusted by the NATIONAL GEODETIC SURVEY
 LA0759.in June 1991.
 LA0759
 LA0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0759.GEOID18 height accuracy estimate available here.
 LA0759
 LA0759.Click photographs - Photos may exist for this station.
 LA0759
 LA0759.The dynamic height is computed by dividing the NAVD 88
 LA0759.geopotential number by the normal gravity value computed on the
 LA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0759.degrees latitude (g = 980.6199 gals.).
 LA0759
 LA0759.The modeled gravity was interpolated from observed gravity values.
 LA0759
 LA0759;                    North         East    Units  Estimated Accuracy
 LA0759;SPC IN E     -   619,890.      141,210.      MT  (+/- 180 meters Scaled)
 LA0759
 LA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL536215(NAD 83)
 LA0759
 LA0759                          SUPERSEDED SURVEY CONTROL
 LA0759
 LA0759  NGVD 29 (??/??/92)  260.156  (m)          853.53   (f) ADJ UNCH    2 0
 LA0759
 LA0759.Superseded values are not recommended for survey control.
 LA0759
 LA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0759.See file dsdata.pdf to determine how the superseded data were derived.
 LA0759
 LA0759_MARKER: DB = BENCH MARK DISK
 LA0759_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0759_SP_SET: SWITCH BASE
 LA0759_STAMPING: P 35 1934
 LA0759_MARK LOGO: CGS
 LA0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0759
 LA0759  HISTORY     - Date     Condition        Report By
 LA0759  HISTORY     - 1934     MONUMENTED       CGS
 LA0759
 LA0759                          STATION DESCRIPTION
 LA0759
 LA0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0759'AT KINGSLAND.
 LA0759'AT KINGSLAND, WELLS COUNTY, ON THE ERIE RAILROAD, 120 YARDS
 LA0759'WEST OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0759'RAILROAD, IN THE TOP OF THE CONCRETE SWITCH BASE, 5.9 FEET NORTH
 LA0759'OF THE NORTH RAIL, 3 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE
 LA0759'NORTH OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LA0759'A STANDARD DISK, STAMPED P 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1644 ***********************************************************************
 KA1644  DESIGNATION -  P 350
 KA1644  PID         -  KA1644
 KA1644  STATE/COUNTY-  IN/MARION
 KA1644  COUNTRY     -  US
 KA1644  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1644
 KA1644                         *CURRENT SURVEY CONTROL
 KA1644  ______________________________________________________________________
 KA1644* NAD 83(1986) POSITION- 39 46 03.     (N) 086 11 09.     (W)   SCALED
 KA1644* NAVD 88 ORTHO HEIGHT -   211.105 (meters)      692.60  (feet) ADJUSTED
 KA1644  ______________________________________________________________________
 KA1644  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 KA1644  DYNAMIC HEIGHT  -        210.989 (meters)      692.22  (feet) COMP
 KA1644  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 KA1644
 KA1644  VERT ORDER      -  FIRST     CLASS II
 KA1644
 KA1644.The horizontal coordinates were scaled from a map and have
 KA1644.an estimated accuracy of +/- 6 seconds.
 KA1644
 KA1644.The orthometric height was determined by differential leveling and
 KA1644.adjusted by the NATIONAL GEODETIC SURVEY
 KA1644.in June 1991.
 KA1644
 KA1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1644.GEOID18 height accuracy estimate available here.
 KA1644
 KA1644.Click photographs - Photos may exist for this station.
 KA1644
 KA1644.The dynamic height is computed by dividing the NAVD 88
 KA1644.geopotential number by the normal gravity value computed on the
 KA1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1644.degrees latitude (g = 980.6199 gals.).
 KA1644
 KA1644.The modeled gravity was interpolated from observed gravity values.
 KA1644
 KA1644;                    North         East    Units  Estimated Accuracy
 KA1644;SPC IN E     -   501,830.       55,520.      MT  (+/- 180 meters Scaled)
 KA1644
 KA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK697022(NAD 83)
 KA1644
 KA1644                          SUPERSEDED SURVEY CONTROL
 KA1644
 KA1644.No superseded survey control is available for this station.
 KA1644
 KA1644_MARKER: I = METAL ROD
 KA1644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1644_STAMPING: P 350 1985
 KA1644_MARK LOGO: NGS
 KA1644_PROJECTION: RECESSED 2 CENTIMETERS
 KA1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1644_ROD/PIPE-DEPTH: 14.6 meters
 KA1644
 KA1644  HISTORY     - Date     Condition        Report By
 KA1644  HISTORY     - 1985     MONUMENTED       NGS
 KA1644  HISTORY     - 20070605 MARK NOT FOUND   INDIV
 KA1644
 KA1644                          STATION DESCRIPTION
 KA1644
 KA1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1644'IN INDIANAPOLIS.
 KA1644'IN INDIANAPOLIS, AT 1404 WEST WASHINGTON STREET, 11.9 M (39.0 FT)
 KA1644'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AT 1404 WEST
 KA1644'WASHINGTON STREET, 9.9 M (32.5 FT) EAST OF THE CENTER OF AN ALLEY, 5.3
 KA1644'M (17.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KA1644'STREET, AND 1.5 M (4.9 FT) WEST OF A UTILITY POLE WITH A STREET LIGHT.
 KA1644'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1644'THE MARK IS 0.2 M ABOVE THE STREET.
 KA1644
 KA1644                          STATION RECOVERY (2007)
 KA1644
 KA1644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1708 ***********************************************************************
 KA1708  DESIGNATION -  P 351
 KA1708  PID         -  KA1708
 KA1708  STATE/COUNTY-  IN/CLAY
 KA1708  COUNTRY     -  US
 KA1708  USGS QUAD   -  CLAY CITY (2019)
 KA1708
 KA1708                         *CURRENT SURVEY CONTROL
 KA1708  ______________________________________________________________________
 KA1708* NAD 83(1986) POSITION- 39 16 37.     (N) 087 06 39.     (W)   SCALED
 KA1708* NAVD 88 ORTHO HEIGHT -   185.000 (meters)      606.95  (feet) ADJUSTED
 KA1708  ______________________________________________________________________
 KA1708  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 KA1708  DYNAMIC HEIGHT  -        184.892 (meters)      606.60  (feet) COMP
 KA1708  MODELED GRAVITY -    980,041.8   (mgal)                       NAVD 88
 KA1708
 KA1708  VERT ORDER      -  FIRST     CLASS II
 KA1708
 KA1708.The horizontal coordinates were scaled from a map and have
 KA1708.an estimated accuracy of +/- 6 seconds.
 KA1708
 KA1708.The orthometric height was determined by differential leveling and
 KA1708.adjusted by the NATIONAL GEODETIC SURVEY
 KA1708.in June 1991.
 KA1708
 KA1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1708.GEOID18 height accuracy estimate available here.
 KA1708
 KA1708.Click photographs - Photos may exist for this station.
 KA1708
 KA1708.The dynamic height is computed by dividing the NAVD 88
 KA1708.geopotential number by the normal gravity value computed on the
 KA1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1708.degrees latitude (g = 980.6199 gals.).
 KA1708
 KA1708.The modeled gravity was interpolated from observed gravity values.
 KA1708
 KA1708;                    North         East    Units  Estimated Accuracy
 KA1708;SPC IN W     -   447,240.      897,630.      MT  (+/- 180 meters Scaled)
 KA1708
 KA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904475(NAD 83)
 KA1708
 KA1708                          SUPERSEDED SURVEY CONTROL
 KA1708
 KA1708.No superseded survey control is available for this station.
 KA1708
 KA1708_MARKER: I = METAL ROD
 KA1708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1708_STAMPING: P 351 1986
 KA1708_MARK LOGO: NGS
 KA1708_PROJECTION: RECESSED 2 CENTIMETERS
 KA1708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1708+STABILITY: POSITION/ELEVATION WELL
 KA1708_ROD/PIPE-DEPTH: 5.5 meters
 KA1708_SLEEVE-DEPTH  : 3.0 meters
 KA1708
 KA1708  HISTORY     - Date     Condition        Report By
 KA1708  HISTORY     - 1986     MONUMENTED       NGS
 KA1708
 KA1708                          STATION DESCRIPTION
 KA1708
 KA1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1708'IN CLAY CITY.
 KA1708'IN CLAY CITY, AT THE INTERSECTION OF 8TH AND LANKFORD STREETS, 50.1 M
 KA1708'(164.4 FT) NORTH OF THE CENTER OF 8TH STREET, 10.1 M (33.1 FT) WEST OF
 KA1708'THE CENTER OF LANKFORD STREET, AND 2.6 M (8.5 FT) EAST OF THE EAST
 KA1708'CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE MUNICIPAL
 KA1708'WATER TANK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1708'CAP.
 KA1708'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1685 ***********************************************************************
 KA1685  DESIGNATION -  P 352
 KA1685  PID         -  KA1685
 KA1685  STATE/COUNTY-  IN/VIGO
 KA1685  COUNTRY     -  US
 KA1685  USGS QUAD   -  BRAZIL WEST (2019)
 KA1685
 KA1685                         *CURRENT SURVEY CONTROL
 KA1685  ______________________________________________________________________
 KA1685* NAD 83(1986) POSITION- 39 30 01.3    (N) 087 14 21.4    (W)   HD_HELD2
 KA1685* NAVD 88 ORTHO HEIGHT -   183.535 (meters)      602.15  (feet) ADJUSTED
 KA1685  ______________________________________________________________________
 KA1685  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KA1685  DYNAMIC HEIGHT  -        183.429 (meters)      601.80  (feet) COMP
 KA1685  MODELED GRAVITY -    980,045.3   (mgal)                       NAVD 88
 KA1685
 KA1685  VERT ORDER      -  FIRST     CLASS II
 KA1685
 KA1685.The horizontal coordinates were established by autonomous hand held GPS
 KA1685.observations and have an estimated accuracy of +/- 10 meters.
 KA1685
 KA1685.The orthometric height was determined by differential leveling and
 KA1685.adjusted by the NATIONAL GEODETIC SURVEY
 KA1685.in June 1991.
 KA1685
 KA1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1685.GEOID18 height accuracy estimate available here.
 KA1685
 KA1685.Click photographs - Photos may exist for this station.
 KA1685
 KA1685.The dynamic height is computed by dividing the NAVD 88
 KA1685.geopotential number by the normal gravity value computed on the
 KA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1685.degrees latitude (g = 980.6199 gals.).
 KA1685
 KA1685.The modeled gravity was interpolated from observed gravity values.
 KA1685
 KA1685;                    North         East    Units  Estimated Accuracy
 KA1685;SPC IN W     -   472,056.      886,587.      MT  (+/- 10 meters HH2 GPS)
 KA1685
 KA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7942772331(NAD 83)
 KA1685
 KA1685                          SUPERSEDED SURVEY CONTROL
 KA1685
 KA1685.No superseded survey control is available for this station.
 KA1685
 KA1685_MARKER: I = METAL ROD
 KA1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1685_STAMPING: P 352 1985
 KA1685_MARK LOGO: NGS
 KA1685_PROJECTION: RECESSED 1 CENTIMETERS
 KA1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1685_ROD/PIPE-DEPTH: 7.9 meters
 KA1685
 KA1685  HISTORY     - Date     Condition        Report By
 KA1685  HISTORY     - 1985     MONUMENTED       NGS
 KA1685
 KA1685                          STATION DESCRIPTION
 KA1685
 KA1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1685'10.3 KM (6.4 MI) SW FROM BRAZIL.
 KA1685'10.3 KM (6.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1685'WITH STATE HIGHWAY 59 IN BRAZIL, 30.0 M (98.4 FT) EAST OF THE CENTER
 KA1685'OF A DRIVEWAY LEADING TO 498 U.S. HIGHWAY 40, 20.3 M (66.6 FT) EAST OF
 KA1685'THE CENTER OF COUNTY ROAD 31 NORTH, 20.3 M (66.6 FT) EAST OF THE
 KA1685'CLAY-VIGO COUNTY LINE, 16.7 M (54.8 FT) NORTH OF THE CENTERLINE OF THE
 KA1685'WEST BOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT) NORTH OF THE EXTENDED
 KA1685'CENTER OF STATE HIGHWAY 340, AND 0.9 M (3.0 FT) EAST OF UTILITY POLE
 KA1685'NUMBER 40.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1685'CAP.
 KA1685'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1709 ***********************************************************************
 KA1709  DESIGNATION -  P 353
 KA1709  PID         -  KA1709
 KA1709  STATE/COUNTY-  IN/CLAY
 KA1709  COUNTRY     -  US
 KA1709  USGS QUAD   -  CLAY CITY (2019)
 KA1709
 KA1709                         *CURRENT SURVEY CONTROL
 KA1709  ______________________________________________________________________
 KA1709* NAD 83(1986) POSITION- 39 15 21.     (N) 087 04 27.     (W)   SCALED
 KA1709* NAVD 88 ORTHO HEIGHT -   179.644 (meters)      589.38  (feet) ADJUSTED
 KA1709  ______________________________________________________________________
 KA1709  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 KA1709  DYNAMIC HEIGHT  -        179.539 (meters)      589.04  (feet) COMP
 KA1709  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 KA1709
 KA1709  VERT ORDER      -  FIRST     CLASS II
 KA1709
 KA1709.The horizontal coordinates were scaled from a map and have
 KA1709.an estimated accuracy of +/- 6 seconds.
 KA1709
 KA1709.The orthometric height was determined by differential leveling and
 KA1709.adjusted by the NATIONAL GEODETIC SURVEY
 KA1709.in June 1991.
 KA1709
 KA1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1709.GEOID18 height accuracy estimate available here.
 KA1709
 KA1709.Click photographs - Photos may exist for this station.
 KA1709
 KA1709.The dynamic height is computed by dividing the NAVD 88
 KA1709.geopotential number by the normal gravity value computed on the
 KA1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1709.degrees latitude (g = 980.6199 gals.).
 KA1709
 KA1709.The modeled gravity was interpolated from observed gravity values.
 KA1709
 KA1709;                    North         East    Units  Estimated Accuracy
 KA1709;SPC IN W     -   444,900.      900,790.      MT  (+/- 180 meters Scaled)
 KA1709
 KA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ936451(NAD 83)
 KA1709
 KA1709                          SUPERSEDED SURVEY CONTROL
 KA1709
 KA1709.No superseded survey control is available for this station.
 KA1709
 KA1709_MARKER: I = METAL ROD
 KA1709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1709_STAMPING: P 353 1985
 KA1709_MARK LOGO: NGS
 KA1709_PROJECTION: FLUSH
 KA1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1709_ROD/PIPE-DEPTH: 3.4 meters
 KA1709
 KA1709  HISTORY     - Date     Condition        Report By
 KA1709  HISTORY     - 1985     MONUMENTED       NGS
 KA1709
 KA1709                          STATION DESCRIPTION
 KA1709
 KA1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1709'5.6 KM (3.5 MI) SE FROM CLAY CITY.
 KA1709'5.6 KM (3.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1709'JUNCTION WITH STATE HIGHWAY 59 IN CLAY CITY, 53.6 M (175.9 FT) WEST OF
 KA1709'THE CENTERLINE OF THE HIGHWAY, 34.0 M (111.5 FT) WEST OF THE EXTENDED
 KA1709'CENTERLINE OF A HIGHWAY LEADING NORTH, 7.9 M (25.9 FT) WEST OF A FENCE
 KA1709'CORNER, AND 4.5 M (14.8 FT) SOUTH OF THE CENTER OF COUNTY ROAD 92 E.
 KA1709'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1709'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KA1709'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1623 ***********************************************************************
 JA1623  DESIGNATION -  P 354
 JA1623  PID         -  JA1623
 JA1623  STATE/COUNTY-  IN/DAVIESS
 JA1623  COUNTRY     -  US
 JA1623  USGS QUAD   -  PLAINVILLE (2019)
 JA1623
 JA1623                         *CURRENT SURVEY CONTROL
 JA1623  ______________________________________________________________________
 JA1623* NAD 83(1986) POSITION- 38 47 20.6    (N) 087 09 09.7    (W)   HD_HELD2
 JA1623* NAVD 88 ORTHO HEIGHT -   151.477 (meters)      496.97  (feet) ADJUSTED
 JA1623  ______________________________________________________________________
 JA1623  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 JA1623  DYNAMIC HEIGHT  -        151.383 (meters)      496.66  (feet) COMP
 JA1623  MODELED GRAVITY -    980,003.1   (mgal)                       NAVD 88
 JA1623
 JA1623  VERT ORDER      -  FIRST     CLASS II
 JA1623
 JA1623.The horizontal coordinates were established by autonomous hand held GPS
 JA1623.observations and have an estimated accuracy of +/- 10 meters.
 JA1623
 JA1623.The orthometric height was determined by differential leveling and
 JA1623.adjusted by the NATIONAL GEODETIC SURVEY
 JA1623.in June 1991.
 JA1623
 JA1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1623.GEOID18 height accuracy estimate available here.
 JA1623
 JA1623.Click photographs - Photos may exist for this station.
 JA1623
 JA1623.The dynamic height is computed by dividing the NAVD 88
 JA1623.geopotential number by the normal gravity value computed on the
 JA1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1623.degrees latitude (g = 980.6199 gals.).
 JA1623
 JA1623.The modeled gravity was interpolated from observed gravity values.
 JA1623
 JA1623;                    North         East    Units  Estimated Accuracy
 JA1623;SPC IN W     -   393,082.      893,974.      MT  (+/- 10 meters HH2 GPS)
 JA1623
 JA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8673893379(NAD 83)
 JA1623
 JA1623                          SUPERSEDED SURVEY CONTROL
 JA1623
 JA1623.No superseded survey control is available for this station.
 JA1623
 JA1623_MARKER: I = METAL ROD
 JA1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1623_STAMPING: P 354 1985
 JA1623_MARK LOGO: NGS
 JA1623_PROJECTION: FLUSH
 JA1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1623_ROD/PIPE-DEPTH: 13.4 meters
 JA1623
 JA1623  HISTORY     - Date     Condition        Report By
 JA1623  HISTORY     - 1985     MONUMENTED       NGS
 JA1623
 JA1623                          STATION DESCRIPTION
 JA1623
 JA1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1623'15.9 KM (9.9 MI) NE FROM WASHINGTON.
 JA1623'15.9 KM (9.9 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1623'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 78.0 M (255.9 FT) EAST OF
 JA1623'THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) NORTH OF THE CENTER OF
 JA1623'COUNTY ROAD 900 NORTH, AND 1.7 M (5.6 FT) WEST OF A UTILITY POLE.
 JA1623'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1623'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1623'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1633 ***********************************************************************
 KA1633  DESIGNATION -  P 355
 KA1633  PID         -  KA1633
 KA1633  STATE/COUNTY-  IN/MARION
 KA1633  COUNTRY     -  US
 KA1633  USGS QUAD   -  BEECH GROVE (2019)
 KA1633
 KA1633                         *CURRENT SURVEY CONTROL
 KA1633  ______________________________________________________________________
 KA1633* NAD 83(1986) POSITION- 39 43 29.     (N) 086 01 09.     (W)   SCALED
 KA1633* NAVD 88 ORTHO HEIGHT -   262.174 (meters)      860.15  (feet) ADJUSTED
 KA1633  ______________________________________________________________________
 KA1633  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 KA1633  DYNAMIC HEIGHT  -        262.024 (meters)      859.66  (feet) COMP
 KA1633  MODELED GRAVITY -    980,049.9   (mgal)                       NAVD 88
 KA1633
 KA1633  VERT ORDER      -  FIRST     CLASS II
 KA1633
 KA1633.The horizontal coordinates were scaled from a map and have
 KA1633.an estimated accuracy of +/- 6 seconds.
 KA1633
 KA1633.The orthometric height was determined by differential leveling and
 KA1633.adjusted by the NATIONAL GEODETIC SURVEY
 KA1633.in June 1991.
 KA1633
 KA1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1633.GEOID18 height accuracy estimate available here.
 KA1633
 KA1633.Click photographs - Photos may exist for this station.
 KA1633
 KA1633.The dynamic height is computed by dividing the NAVD 88
 KA1633.geopotential number by the normal gravity value computed on the
 KA1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1633.degrees latitude (g = 980.6199 gals.).
 KA1633
 KA1633.The modeled gravity was interpolated from observed gravity values.
 KA1633
 KA1633;                    North         East    Units  Estimated Accuracy
 KA1633;SPC IN E     -   497,010.       69,780.      MT  (+/- 180 meters Scaled)
 KA1633
 KA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ840976(NAD 83)
 KA1633
 KA1633                          SUPERSEDED SURVEY CONTROL
 KA1633
 KA1633.No superseded survey control is available for this station.
 KA1633
 KA1633_MARKER: DV = VERTICAL CONTROL DISK
 KA1633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1633_SP_SET: PIER
 KA1633_STAMPING: P 355 1986
 KA1633_MARK LOGO: NGS
 KA1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1633
 KA1633  HISTORY     - Date     Condition        Report By
 KA1633  HISTORY     - 1986     MONUMENTED       NGS
 KA1633  HISTORY     - 20080728 MARK NOT FOUND   GEOCAC
 KA1633
 KA1633                          STATION DESCRIPTION
 KA1633
 KA1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1633'2.5 KM (1.55 MI) SE FROM INDIANAPOLIS.
 KA1633'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 KA1633'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, SET
 KA1633'VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 5
 KA1633'COLUMNS OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE
 KA1633'SOUTH FRANKLIN ROAD OVERPASS OF THE HIGHWAY, AND 7.1 M (23.3 FT)
 KA1633'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 KA1633'HIGHWAY.
 KA1633'THE MARK IS 1.4 M ABOVE THE GROUND.
 KA1633
 KA1633                          STATION RECOVERY (2008)
 KA1633
 KA1633'RECOVERY NOTE BY GEOCACHING 2008 (MJM)
 KA1633'RECENT AERIAL PHOTO SHOWS BRIDGE BEING REPLACED.  MARK APPEARS TO HAVE
 KA1633'BEEN REMOVED WITH THE BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1601 ***********************************************************************
 JA1601  DESIGNATION -  P 356
 JA1601  PID         -  JA1601
 JA1601  STATE/COUNTY-  IN/VANDERBURGH
 JA1601  COUNTRY     -  US
 JA1601  USGS QUAD   -  DAYLIGHT (2019)
 JA1601
 JA1601                         *CURRENT SURVEY CONTROL
 JA1601  ______________________________________________________________________
 JA1601* NAD 83(1986) POSITION- 38 07 20.     (N) 087 28 55.     (W)   SCALED
 JA1601* NAVD 88 ORTHO HEIGHT -   120.714 (meters)      396.04  (feet) ADJUSTED
 JA1601  ______________________________________________________________________
 JA1601  GEOID HEIGHT    -        -31.311 (meters)                     GEOID18
 JA1601  DYNAMIC HEIGHT  -        120.632 (meters)      395.77  (feet) COMP
 JA1601  MODELED GRAVITY -    979,947.7   (mgal)                       NAVD 88
 JA1601
 JA1601  VERT ORDER      -  FIRST     CLASS II
 JA1601
 JA1601.The horizontal coordinates were scaled from a map and have
 JA1601.an estimated accuracy of +/- 6 seconds.
 JA1601
 JA1601.The orthometric height was determined by differential leveling and
 JA1601.adjusted by the NATIONAL GEODETIC SURVEY
 JA1601.in June 1991.
 JA1601
 JA1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1601.GEOID18 height accuracy estimate available here.
 JA1601
 JA1601.Click photographs - Photos may exist for this station.
 JA1601
 JA1601.The dynamic height is computed by dividing the NAVD 88
 JA1601.geopotential number by the normal gravity value computed on the
 JA1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1601.degrees latitude (g = 980.6199 gals.).
 JA1601
 JA1601.The modeled gravity was interpolated from observed gravity values.
 JA1601
 JA1601;                    North         East    Units  Estimated Accuracy
 JA1601;SPC IN W     -   319,140.      865,050.      MT  (+/- 180 meters Scaled)
 JA1601
 JA1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH577194(NAD 83)
 JA1601
 JA1601                          SUPERSEDED SURVEY CONTROL
 JA1601
 JA1601.No superseded survey control is available for this station.
 JA1601
 JA1601_MARKER: F = FLANGE-ENCASED ROD
 JA1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1601_STAMPING: P 356 1986
 JA1601_MARK LOGO: NGS
 JA1601_PROJECTION: FLUSH
 JA1601_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1601+STABILITY: POSITION/ELEVATION WELL
 JA1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1601+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JA1601_ROD/PIPE-DEPTH: 5.5 meters
 JA1601
 JA1601  HISTORY     - Date     Condition        Report By
 JA1601  HISTORY     - 1986     MONUMENTED       NGS
 JA1601  HISTORY     - 19950816 GOOD             USPSQD
 JA1601  HISTORY     - 19981107 GOOD             USPSQD
 JA1601  HISTORY     - 20090828 GOOD             ACCU
 JA1601  HISTORY     - 20221011 POOR             INDOT
 JA1601
 JA1601                          STATION DESCRIPTION
 JA1601
 JA1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1601'19.4 KM (12.05 MI) NORTH FROM EVANSVILLE.
 JA1601'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1601'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, THENCE 11.1 KM (6.9 MI)
 JA1601'NORTHEASTERLY ALONG STATE HIGHWAY 57, 61.6 M (202.1 FT) WEST-NORTHWEST
 JA1601'OF THE HIGHWAY CENTERLINE, AND 9.8 M (32.2 FT) SOUTH OF THE CENTER OF
 JA1601'BASE LINE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1601'LOGO CAP.
 JA1601'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1601'THE MARK IS 0.3 M BELOW THE ROAD.
 JA1601
 JA1601                          STATION RECOVERY (1995)
 JA1601
 JA1601'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1601'RECOVERED IN GOOD CONDITION.
 JA1601
 JA1601                          STATION RECOVERY (1998)
 JA1601
 JA1601'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1601'RECOVERED IN GOOD CONDITION.
 JA1601
 JA1601                          STATION RECOVERY (2009)
 JA1601
 JA1601'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WJC)
 JA1601'RECOVERED IN GOOD CONDITION.
 JA1601
 JA1601                          STATION RECOVERY (2022)
 JA1601
 JA1601'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1601'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2839 ***********************************************************************
 JZ2839  DESIGNATION -  P 357
 JZ2839  PID         -  JZ2839
 JZ2839  STATE/COUNTY-  IN/SHELBY
 JZ2839  COUNTRY     -  US
 JZ2839  USGS QUAD   -  WALDRON (2019)
 JZ2839
 JZ2839                         *CURRENT SURVEY CONTROL
 JZ2839  ______________________________________________________________________
 JZ2839* NAD 83(1986) POSITION- 39 28 32.     (N) 085 40 04.     (W)   SCALED
 JZ2839* NAVD 88 ORTHO HEIGHT -   255.937 (meters)      839.69  (feet) ADJUSTED
 JZ2839  ______________________________________________________________________
 JZ2839  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2839  DYNAMIC HEIGHT  -        255.783 (meters)      839.18  (feet) COMP
 JZ2839  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 JZ2839
 JZ2839  VERT ORDER      -  FIRST     CLASS II
 JZ2839
 JZ2839.The horizontal coordinates were scaled from a map and have
 JZ2839.an estimated accuracy of +/- 6 seconds.
 JZ2839
 JZ2839.The orthometric height was determined by differential leveling and
 JZ2839.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2839.in June 1991.
 JZ2839
 JZ2839.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2839.GEOID18 height accuracy estimate available here.
 JZ2839
 JZ2839.Click photographs - Photos may exist for this station.
 JZ2839
 JZ2839.The dynamic height is computed by dividing the NAVD 88
 JZ2839.geopotential number by the normal gravity value computed on the
 JZ2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2839.degrees latitude (g = 980.6199 gals.).
 JZ2839
 JZ2839.The modeled gravity was interpolated from observed gravity values.
 JZ2839
 JZ2839;                    North         East    Units  Estimated Accuracy
 JZ2839;SPC IN E     -   469,290.       99,900.      MT  (+/- 180 meters Scaled)
 JZ2839
 JZ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ145703(NAD 83)
 JZ2839
 JZ2839                          SUPERSEDED SURVEY CONTROL
 JZ2839
 JZ2839.No superseded survey control is available for this station.
 JZ2839
 JZ2839_MARKER: DV = VERTICAL CONTROL DISK
 JZ2839_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2839_SP_SET: PIER
 JZ2839_STAMPING: P 357 1986
 JZ2839_MARK LOGO: NGS
 JZ2839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2839+STABILITY: POSITION/ELEVATION WELL
 JZ2839
 JZ2839  HISTORY     - Date     Condition        Report By
 JZ2839  HISTORY     - 1986     MONUMENTED       NGS
 JZ2839
 JZ2839                          STATION DESCRIPTION
 JZ2839
 JZ2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2839'8.2 KM (5.1 MI) SE FROM SHELBYVILLE.
 JZ2839'8.2 KM (5.1 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2839'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2839'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 COLUMNS OF THE CENTER
 JZ2839'PIER OF THE WALDRON ROAD OVERPASS OF THE HIGHWAY, 13.3 M (43.6 FT)
 JZ2839'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2839'HIGHWAY, AND 12.6 M (41.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2839'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2839'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2813 ***********************************************************************
 JZ2813  DESIGNATION -  P 358
 JZ2813  PID         -  JZ2813
 JZ2813  STATE/COUNTY-  IN/RIPLEY
 JZ2813  COUNTRY     -  US
 JZ2813  USGS QUAD   -  BATESVILLE (2019)
 JZ2813
 JZ2813                         *CURRENT SURVEY CONTROL
 JZ2813  ______________________________________________________________________
 JZ2813* NAD 83(1986) POSITION- 39 17 39.     (N) 085 10 44.     (W)   SCALED
 JZ2813* NAVD 88 ORTHO HEIGHT -   298.667 (meters)      979.88  (feet) ADJUSTED
 JZ2813  ______________________________________________________________________
 JZ2813  GEOID HEIGHT    -        -34.125 (meters)                     GEOID18
 JZ2813  DYNAMIC HEIGHT  -        298.479 (meters)      979.26  (feet) COMP
 JZ2813  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JZ2813
 JZ2813  VERT ORDER      -  FIRST     CLASS II
 JZ2813
 JZ2813.The horizontal coordinates were scaled from a map and have
 JZ2813.an estimated accuracy of +/- 6 seconds.
 JZ2813
 JZ2813.The orthometric height was determined by differential leveling and
 JZ2813.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2813.in June 1991.
 JZ2813
 JZ2813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2813.GEOID18 height accuracy estimate available here.
 JZ2813
 JZ2813.Click photographs - Photos may exist for this station.
 JZ2813
 JZ2813.The dynamic height is computed by dividing the NAVD 88
 JZ2813.geopotential number by the normal gravity value computed on the
 JZ2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2813.degrees latitude (g = 980.6199 gals.).
 JZ2813
 JZ2813.The modeled gravity was interpolated from observed gravity values.
 JZ2813
 JZ2813;                    North         East    Units  Estimated Accuracy
 JZ2813;SPC IN E     -   449,270.      142,080.      MT  (+/- 180 meters Scaled)
 JZ2813
 JZ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ570510(NAD 83)
 JZ2813
 JZ2813                          SUPERSEDED SURVEY CONTROL
 JZ2813
 JZ2813.No superseded survey control is available for this station.
 JZ2813
 JZ2813_MARKER: DV = VERTICAL CONTROL DISK
 JZ2813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2813_SP_SET: PIER
 JZ2813_STAMPING: P 358 1986
 JZ2813_MARK LOGO: NGS
 JZ2813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2813+STABILITY: POSITION/ELEVATION WELL
 JZ2813
 JZ2813  HISTORY     - Date     Condition        Report By
 JZ2813  HISTORY     - 1986     MONUMENTED       NGS
 JZ2813
 JZ2813                          STATION DESCRIPTION
 JZ2813
 JZ2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2813'3.6 KM (2.25 MI) EAST FROM BATESVILLE.
 JZ2813'3.6 KM (2.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2813'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, SET VERTICALLY IN THE
 JZ2813'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 COLUMNS OF THE CENTER
 JZ2813'PIER OF COUNTY ROAD 1500 NORTH OVERPASS OF THE INTERSTATE HIGHWAY,
 JZ2813'13.4 M (44.0 FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 JZ2813'OF THE HIGHWAY, AND 12.7 M (41.7 FT) NORTHEAST OF THE CENTERLINE OF
 JZ2813'THE EAST BOUND LANES OF THE HIGHWAY.
 JZ2813'THE MARK IS 1.0 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2862 ***********************************************************************
 JZ2862  DESIGNATION -  P 359
 JZ2862  PID         -  JZ2862
 JZ2862  STATE/COUNTY-  IN/DEARBORN
 JZ2862  COUNTRY     -  US
 JZ2862  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ2862
 JZ2862                         *CURRENT SURVEY CONTROL
 JZ2862  ______________________________________________________________________
 JZ2862* NAD 83(1986) POSITION- 39 07 27.     (N) 084 50 51.     (W)   SCALED
 JZ2862* NAVD 88 ORTHO HEIGHT -   148.193 (meters)      486.20  (feet) ADJUSTED
 JZ2862  ______________________________________________________________________
 JZ2862  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2862  DYNAMIC HEIGHT  -        148.101 (meters)      485.89  (feet) COMP
 JZ2862  MODELED GRAVITY -    980,005.4   (mgal)                       NAVD 88
 JZ2862
 JZ2862  VERT ORDER      -  FIRST     CLASS II
 JZ2862
 JZ2862.The horizontal coordinates were scaled from a map and have
 JZ2862.an estimated accuracy of +/- 6 seconds.
 JZ2862
 JZ2862.The orthometric height was determined by differential leveling and
 JZ2862.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2862.in June 1991.
 JZ2862
 JZ2862.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2862.GEOID18 height accuracy estimate available here.
 JZ2862
 JZ2862.Click photographs - Photos may exist for this station.
 JZ2862
 JZ2862.The dynamic height is computed by dividing the NAVD 88
 JZ2862.geopotential number by the normal gravity value computed on the
 JZ2862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2862.degrees latitude (g = 980.6199 gals.).
 JZ2862
 JZ2862.The modeled gravity was interpolated from observed gravity values.
 JZ2862
 JZ2862;                    North         East    Units  Estimated Accuracy
 JZ2862;SPC IN E     -   430,600.      170,840.      MT  (+/- 180 meters Scaled)
 JZ2862
 JZ2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860327(NAD 83)
 JZ2862
 JZ2862                          SUPERSEDED SURVEY CONTROL
 JZ2862
 JZ2862  NGVD 29 (06/03/91)  148.399  (m)          486.87   (f) ADJUSTED    1 2
 JZ2862
 JZ2862.Superseded values are not recommended for survey control.
 JZ2862
 JZ2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2862.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2862
 JZ2862_MARKER: I = METAL ROD
 JZ2862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2862_STAMPING: P 359 1986
 JZ2862_MARK LOGO: NGS
 JZ2862_PROJECTION: FLUSH
 JZ2862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2862_ROD/PIPE-DEPTH: 13.4 meters
 JZ2862
 JZ2862  HISTORY     - Date     Condition        Report By
 JZ2862  HISTORY     - 1986     MONUMENTED       NGS
 JZ2862
 JZ2862                          STATION DESCRIPTION
 JZ2862
 JZ2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2862'3.7 KM (2.3 MI) EAST FROM LAWRENCEBURG.
 JZ2862'3.7 KM (2.3 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JZ2862'STATE HIGHWAY 1 IN LAWRENCEBURG, 40.7 M (133.5 FT) NORTHWEST OF THE
 JZ2862'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 27.0 M
 JZ2862'(88.6 FT) SOUTHEAST OF A UTILITY POLE, 22.3 M (73.2 FT)
 JZ2862'NORTH-NORTHEAST OF THE CENTERLINE OF BELLVIEW ROAD, 18.1 M (59.4 FT)
 JZ2862'NORTHWEST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 3.5 M (11.5
 JZ2862'FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE. NOTE--ACCESS TO DATUM
 JZ2862'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2862'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 JZ2862'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1633 ***********************************************************************
 JA1633  DESIGNATION -  P 359
 JA1633  PID         -  JA1633
 JA1633  STATE/COUNTY-  IN/KNOX
 JA1633  COUNTRY     -  US
 JA1633  USGS QUAD   -  WHEATLAND (2019)
 JA1633
 JA1633                         *CURRENT SURVEY CONTROL
 JA1633  ______________________________________________________________________
 JA1633* NAD 83(1986) POSITION- 38 39 46.     (N) 087 18 15.     (W)   SCALED
 JA1633* NAVD 88 ORTHO HEIGHT -   148.651 (meters)      487.70  (feet) ADJUSTED
 JA1633  ______________________________________________________________________
 JA1633  GEOID HEIGHT    -        -32.109 (meters)                     GEOID18
 JA1633  DYNAMIC HEIGHT  -        148.557 (meters)      487.39  (feet) COMP
 JA1633  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JA1633
 JA1633  VERT ORDER      -  FIRST     CLASS II
 JA1633
 JA1633.The horizontal coordinates were scaled from a map and have
 JA1633.an estimated accuracy of +/- 6 seconds.
 JA1633
 JA1633.The orthometric height was determined by differential leveling and
 JA1633.adjusted by the NATIONAL GEODETIC SURVEY
 JA1633.in June 1991.
 JA1633
 JA1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1633.GEOID18 height accuracy estimate available here.
 JA1633
 JA1633.Click photographs - Photos may exist for this station.
 JA1633
 JA1633.The dynamic height is computed by dividing the NAVD 88
 JA1633.geopotential number by the normal gravity value computed on the
 JA1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1633.degrees latitude (g = 980.6199 gals.).
 JA1633
 JA1633.The modeled gravity was interpolated from observed gravity values.
 JA1633
 JA1633;                    North         East    Units  Estimated Accuracy
 JA1633;SPC IN W     -   379,090.      880,780.      MT  (+/- 180 meters Scaled)
 JA1633
 JA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH735793(NAD 83)
 JA1633
 JA1633                          SUPERSEDED SURVEY CONTROL
 JA1633
 JA1633.No superseded survey control is available for this station.
 JA1633
 JA1633_MARKER: I = METAL ROD
 JA1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1633_STAMPING: P 359 1986
 JA1633_MARK LOGO: NGS
 JA1633_PROJECTION: RECESSED 2 CENTIMETERS
 JA1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1633_ROD/PIPE-DEPTH: 3.1 meters
 JA1633
 JA1633  HISTORY     - Date     Condition        Report By
 JA1633  HISTORY     - 1986     MONUMENTED       NGS
 JA1633
 JA1633                          STATION DESCRIPTION
 JA1633
 JA1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1633'IN WHEATLAND.
 JA1633'IN WHEATLAND, AT THE INTERSECTION OF BLACK STREET AND THE CHESSIE
 JA1633'SYSTEM RAILROAD, 14.4 M (47.2 FT) SOUTH OF THE NEAR RAIL, 12.7 M (41.7
 JA1633'FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 6.4 M (21.0 FT) WEST
 JA1633'OF THE CENTER OF THE STREET, AND 1.2 M (3.9 FT) SOUTH OF A UTILITY
 JA1633'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JA1633'5-INCH LOGO CAP.
 JA1633'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1760 ***********************************************************************
 KA1760  DESIGNATION -  P 361
 KA1760  PID         -  KA1760
 KA1760  STATE/COUNTY-  IN/VERMILLION
 KA1760  COUNTRY     -  US
 KA1760  USGS QUAD   -  NEWPORT (2019)
 KA1760
 KA1760                         *CURRENT SURVEY CONTROL
 KA1760  ______________________________________________________________________
 KA1760* NAD 83(1986) POSITION- 39 57 09.     (N) 087 27 04.     (W)   SCALED
 KA1760* NAVD 88 ORTHO HEIGHT -   151.248 (meters)      496.22  (feet) ADJUSTED
 KA1760  ______________________________________________________________________
 KA1760  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KA1760  DYNAMIC HEIGHT  -        151.168 (meters)      495.96  (feet) COMP
 KA1760  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 KA1760
 KA1760  VERT ORDER      -  FIRST     CLASS II
 KA1760
 KA1760.The horizontal coordinates were scaled from a map and have
 KA1760.an estimated accuracy of +/- 6 seconds.
 KA1760
 KA1760.The orthometric height was determined by differential leveling and
 KA1760.adjusted by the NATIONAL GEODETIC SURVEY
 KA1760.in June 1991.
 KA1760
 KA1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1760.GEOID18 height accuracy estimate available here.
 KA1760
 KA1760.Click photographs - Photos may exist for this station.
 KA1760
 KA1760.The dynamic height is computed by dividing the NAVD 88
 KA1760.geopotential number by the normal gravity value computed on the
 KA1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1760.degrees latitude (g = 980.6199 gals.).
 KA1760
 KA1760.The modeled gravity was interpolated from observed gravity values.
 KA1760
 KA1760;                    North         East    Units  Estimated Accuracy
 KA1760;SPC IN W     -   522,310.      868,570.      MT  (+/- 180 meters Scaled)
 KA1760
 KA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614225(NAD 83)
 KA1760
 KA1760                          SUPERSEDED SURVEY CONTROL
 KA1760
 KA1760.No superseded survey control is available for this station.
 KA1760
 KA1760_MARKER: I = METAL ROD
 KA1760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1760_STAMPING: P 361 1986
 KA1760_MARK LOGO: NGS
 KA1760_PROJECTION: FLUSH
 KA1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1760_ROD/PIPE-DEPTH: 6.1 meters
 KA1760
 KA1760  HISTORY     - Date     Condition        Report By
 KA1760  HISTORY     - 1986     MONUMENTED       NGS
 KA1760
 KA1760                          STATION DESCRIPTION
 KA1760
 KA1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1760'IN CAYUGA.
 KA1760'IN CAYUGA, AT THE INTERSECTION OF STATE HIGHWAYS 63 AND 234, 48.3 M
 KA1760'(158. FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 234, 30.5 M
 KA1760'(100.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF STATE
 KA1760'HIGHWAY 63, 0.7 M (2.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 804-2340,
 KA1760'AND 0.6 (2.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KA1760'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1760'THE MARK IS 1.2 M BELOW STATE HIGHWAY 63.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3383 ***********************************************************************
 ME3383  DESIGNATION -  P 367
 ME3383  PID         -  ME3383
 ME3383  STATE/COUNTY-  IN/PORTER
 ME3383  COUNTRY     -  US
 ME3383  USGS QUAD   -  VALPARAISO (2019)
 ME3383
 ME3383                         *CURRENT SURVEY CONTROL
 ME3383  ______________________________________________________________________
 ME3383* NAD 83(1986) POSITION- 41 27 03.05   (N) 087 01 37.89   (W)   HD_HELD1
 ME3383* NAVD 88 ORTHO HEIGHT -   232.757 (meters)      763.64  (feet) ADJUSTED
 ME3383  ______________________________________________________________________
 ME3383  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 ME3383  DYNAMIC HEIGHT  -        232.663 (meters)      763.33  (feet) COMP
 ME3383  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 ME3383
 ME3383  VERT ORDER      -  FIRST     CLASS II
 ME3383
 ME3383.The horizontal coordinates were determined by differentially corrected
 ME3383.hand held GPS observations or other comparable positioning techniques
 ME3383.and have an estimated accuracy of +/- 3 meters.
 ME3383
 ME3383.The orthometric height was determined by differential leveling and
 ME3383.adjusted by the NATIONAL GEODETIC SURVEY
 ME3383.in April 1995.
 ME3383
 ME3383.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3383.GEOID18 height accuracy estimate available here.
 ME3383
 ME3383.Click photographs - Photos may exist for this station.
 ME3383
 ME3383.The dynamic height is computed by dividing the NAVD 88
 ME3383.geopotential number by the normal gravity value computed on the
 ME3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3383.degrees latitude (g = 980.6199 gals.).
 ME3383
 ME3383.The modeled gravity was interpolated from observed gravity values.
 ME3383
 ME3383;                    North         East    Units  Estimated Accuracy
 ME3383;SPC IN W     -   688,628.4     904,691.0     MT  (+/- 3 meters HH1 GPS) 
 ME3383
 ME3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9772888807(NAD 83)
 ME3383
 ME3383                          SUPERSEDED SURVEY CONTROL
 ME3383
 ME3383  NGVD 29 (01/19/93)  232.848  (m)          763.94   (f) ADJUSTED    1 2
 ME3383
 ME3383.Superseded values are not recommended for survey control.
 ME3383
 ME3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3383.See file dsdata.pdf to determine how the superseded data were derived.
 ME3383
 ME3383_MARKER: DV = VERTICAL CONTROL DISK
 ME3383_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3383_SP_SET: PIER
 ME3383_STAMPING: P 367 1992
 ME3383_MARK LOGO: NGS
 ME3383_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3383+STABILITY: POSITION/ELEVATION WELL
 ME3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3383+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3383
 ME3383  HISTORY     - Date     Condition        Report By
 ME3383  HISTORY     - 1992     MONUMENTED       NGS
 ME3383
 ME3383                          STATION DESCRIPTION
 ME3383
 ME3383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3383'IN VALPARAISO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND STATE
 ME3383'HIGHWAY 49, SET VERTICALLY IN THE WEST FACE OF THE CENTER PIER OF THE
 ME3383'SOUTHBOUND HIGHWAY OVERPASS OF THE RAILROAD, 13.6 M (44.6 FT)
 ME3383'SOUTH-SOUTHWEST OF THE CENTER OF COMFORD ROAD, 12.6 M (41.3 FT)
 ME3383'NORTH-NORTHEAST OF THE NEAR RAIL, 8.4 M (27.6 FT)  WEST OF THE HIGHWAY
 ME3383'CENTER, AND 1.5 M (4.9 FT)  ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1970 ***********************************************************************
 MD1970  DESIGNATION -  P 368
 MD1970  PID         -  MD1970
 MD1970  STATE/COUNTY-  IN/ALLEN
 MD1970  COUNTRY     -  US
 MD1970  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1970
 MD1970                         *CURRENT SURVEY CONTROL
 MD1970  ______________________________________________________________________
 MD1970* NAD 83(1986) POSITION- 41 04 50.0    (N) 085 08 46.3    (W)   HD_HELD2
 MD1970* NAVD 88 ORTHO HEIGHT -   232.108 (meters)      761.51  (feet) ADJUSTED
 MD1970  ______________________________________________________________________
 MD1970  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 MD1970  DYNAMIC HEIGHT  -        232.017 (meters)      761.21  (feet) COMP
 MD1970  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD1970
 MD1970  VERT ORDER      -  FIRST     CLASS II
 MD1970
 MD1970.The horizontal coordinates were established by autonomous hand held GPS
 MD1970.observations and have an estimated accuracy of +/- 10 meters.
 MD1970
 MD1970.The orthometric height was determined by differential leveling and
 MD1970.adjusted by the NATIONAL GEODETIC SURVEY
 MD1970.in April 1995.
 MD1970
 MD1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1970.GEOID18 height accuracy estimate available here.
 MD1970
 MD1970.Click photographs - Photos may exist for this station.
 MD1970
 MD1970.The dynamic height is computed by dividing the NAVD 88
 MD1970.geopotential number by the normal gravity value computed on the
 MD1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1970.degrees latitude (g = 980.6199 gals.).
 MD1970
 MD1970.The modeled gravity was interpolated from observed gravity values.
 MD1970
 MD1970;                    North         East    Units  Estimated Accuracy
 MD1970;SPC IN E     -   647,635.      143,735.      MT  (+/- 10 meters HH2 GPS)
 MD1970
 MD1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5572149355(NAD 83)
 MD1970
 MD1970                          SUPERSEDED SURVEY CONTROL
 MD1970
 MD1970  NGVD 29 (01/19/93)  232.273  (m)          762.05   (f) ADJUSTED    1 2
 MD1970
 MD1970.Superseded values are not recommended for survey control.
 MD1970
 MD1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1970.See file dsdata.pdf to determine how the superseded data were derived.
 MD1970
 MD1970_MARKER: DV = VERTICAL CONTROL DISK
 MD1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1970_SP_SET: PIER
 MD1970_STAMPING: P 368 1992
 MD1970_MARK LOGO: NGS
 MD1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1970+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 MD1970
 MD1970  HISTORY     - Date     Condition        Report By
 MD1970  HISTORY     - 1992     MONUMENTED       NGS
 MD1970  HISTORY     - 20050113 GOOD             INDIV
 MD1970  HISTORY     - 20060729 GOOD             USPSQD
 MD1970
 MD1970                          STATION DESCRIPTION
 MD1970
 MD1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1970'IN FORT WAYNE, AT THE INTERSECTION OF THE NORFOLK SOUTHERN RAILROAD
 MD1970'AND EWRING AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE 1ST
 MD1970'CONCRETE PIER WEST OF THE EAST ABUTMENT OF THE RAILROAD OVERPASS OF
 MD1970'THE AVENUE, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF THE TRACK, 7.4 M
 MD1970'(24.3 FT) WEST OF THE CENTER OF THE AVENUE, AND 1.3 M (4.3 FT) ABOVE
 MD1970'THE GROUND SURFACE.
 MD1970
 MD1970                          STATION RECOVERY (2005)
 MD1970
 MD1970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 MD1970'RECOVERED IN GOOD CONDITION.
 MD1970
 MD1970                          STATION RECOVERY (2006)
 MD1970
 MD1970'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 MD1970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1084 ***********************************************************************
 LA1084  DESIGNATION -  P 37
 LA1084  PID         -  LA1084
 LA1084  STATE/COUNTY-  IN/JAY
 LA1084  COUNTRY     -  US
 LA1084  USGS QUAD   -  PENNVILLE (2019)
 LA1084
 LA1084                         *CURRENT SURVEY CONTROL
 LA1084  ______________________________________________________________________
 LA1084* NAD 83(1986) POSITION- 40 27 01.     (N) 085 12 11.     (W)   SCALED
 LA1084* NAVD 88 ORTHO HEIGHT -   269.886 (meters)      885.45  (feet) ADJUSTED
 LA1084  ______________________________________________________________________
 LA1084  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 LA1084  DYNAMIC HEIGHT  -        269.749 (meters)      885.00  (feet) COMP
 LA1084  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1084
 LA1084  VERT ORDER      -  SECOND    CLASS 0
 LA1084
 LA1084.The horizontal coordinates were scaled from a map and have
 LA1084.an estimated accuracy of +/- 6 seconds.
 LA1084
 LA1084.The orthometric height was determined by differential leveling and
 LA1084.adjusted by the NATIONAL GEODETIC SURVEY
 LA1084.in June 1991.
 LA1084
 LA1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1084.GEOID18 height accuracy estimate available here.
 LA1084
 LA1084.Click photographs - Photos may exist for this station.
 LA1084
 LA1084.The dynamic height is computed by dividing the NAVD 88
 LA1084.geopotential number by the normal gravity value computed on the
 LA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1084.degrees latitude (g = 980.6199 gals.).
 LA1084
 LA1084.The modeled gravity was interpolated from observed gravity values.
 LA1084
 LA1084;                    North         East    Units  Estimated Accuracy
 LA1084;SPC IN E     -   577,620.      139,330.      MT  (+/- 180 meters Scaled)
 LA1084
 LA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK523792(NAD 83)
 LA1084
 LA1084                          SUPERSEDED SURVEY CONTROL
 LA1084
 LA1084  NGVD 29 (??/??/92)  270.021  (m)          885.89   (f) ADJ UNCH    2 0
 LA1084
 LA1084.Superseded values are not recommended for survey control.
 LA1084
 LA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1084.See file dsdata.pdf to determine how the superseded data were derived.
 LA1084
 LA1084_MARKER: DB = BENCH MARK DISK
 LA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1084_STAMPING: P 37 1934
 LA1084_MARK LOGO: CGS
 LA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1084+STABILITY: SURFACE MOTION
 LA1084
 LA1084  HISTORY     - Date     Condition        Report By
 LA1084  HISTORY     - 1934     MONUMENTED       CGS
 LA1084  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1084
 LA1084                          STATION DESCRIPTION
 LA1084
 LA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1084'1.8 MI E FROM PRIAM.
 LA1084'IN JAY COUNTY, 1.8 MILES EAST ALONG STATE HIGHWAY 26 FROM THE
 LA1084'POST OFFICE AT PRIAM, BLACKFORD COUNTY, 60 YARDS EAST OF THE
 LA1084'JUNCTION OF STATE HIGHWAY 167, 45 YARDS WEST OF A CONCRETE
 LA1084'CULVERT, 27.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LA1084'1.9 FEET SOUTH OF A WIRE FENCE, AND 0.5 FOOT HIGHER THAN THE
 LA1084'HIGHWAY.  A STANDARD DISK, STAMPED P 37 1934 AND SET IN THE
 LA1084'TOP OF A CONCRETE POST.
 LA1084
 LA1084                          STATION RECOVERY (1959)
 LA1084
 LA1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7520 ***********************************************************************
 DR7520  DESIGNATION -  P 375
 DR7520  PID         -  DR7520
 DR7520  STATE/COUNTY-  IN/ELKHART
 DR7520  COUNTRY     -  US
 DR7520  USGS QUAD   -  MIDDLEBURY (2019)
 DR7520
 DR7520                         *CURRENT SURVEY CONTROL
 DR7520  ______________________________________________________________________
 DR7520* NAD 83(1986) POSITION- 41 39 15.06   (N) 085 40 52.69   (W)   HD_HELD1
 DR7520* NAVD 88 ORTHO HEIGHT -   254.045 (meters)      833.48  (feet) ADJUSTED
 DR7520  ______________________________________________________________________
 DR7520  GEOID HEIGHT    -        -33.359 (meters)                     GEOID18
 DR7520  DYNAMIC HEIGHT  -        253.948 (meters)      833.16  (feet) COMP
 DR7520  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 DR7520
 DR7520  VERT ORDER      -  SECOND    CLASS I
 DR7520
 DR7520.The horizontal coordinates were determined by differentially corrected
 DR7520.hand held GPS observations or other comparable positioning techniques
 DR7520.and have an estimated accuracy of +/- 3 meters.
 DR7520
 DR7520.The orthometric height was determined by differential leveling and
 DR7520.adjusted by the NATIONAL GEODETIC SURVEY
 DR7520.in March 2022.
 DR7520
 DR7520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7520.GEOID18 height accuracy estimate available here.
 DR7520
 DR7520.Click photographs - Photos may exist for this station.
 DR7520
 DR7520.The dynamic height is computed by dividing the NAVD 88
 DR7520.geopotential number by the normal gravity value computed on the
 DR7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7520.degrees latitude (g = 980.6199 gals.).
 DR7520
 DR7520.The modeled gravity was interpolated from observed gravity values.
 DR7520
 DR7520;                    North         East    Units  Estimated Accuracy
 DR7520;SPC IN E     -   711,209.6      98,780.9     MT  (+/- 3 meters HH1 GPS) 
 DR7520
 DR7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0980112221(NAD 83)
 DR7520
 DR7520                          SUPERSEDED SURVEY CONTROL
 DR7520
 DR7520.No superseded survey control is available for this station.
 DR7520
 DR7520_MARKER: DD = SURVEY DISK
 DR7520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7520_SP_SET: BRIDGE FOUNDATION
 DR7520_STAMPING: 2018 P 375
 DR7520_MARK LOGO: INDOT
 DR7520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7520+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 DR7520
 DR7520  HISTORY     - Date     Condition        Report By
 DR7520  HISTORY     - 20180611 MONUMENTED       INDOT
 DR7520
 DR7520                          STATION DESCRIPTION
 DR7520
 DR7520'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7520'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF BRISTOL,
 DR7520'5.4 MI (8.7 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 1.9 MI (3.1 KM)
 DR7520'SOUTHEAST OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7520'
 DR7520'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7520'TRAVEL EAST 1.26 MI (2.03 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7520'THE LEFT (NORTH) SIDE OF THE ROAD IN THE BRIDGE WINGWALL.
 DR7520'
 DR7520'THE STATION IS NEAR THE WEST END OF THE NORTHWEST WING WALL.  IT IS
 DR7520'LOCATED 8.93 FT (2.7 M) EAST OF A CUT-X IN ON THE TOP OF A GUARDRAIL,
 DR7520'27.53 FT (8.4 M) SOUTHEAST OF A MAG NAIL SET IN THE SOUTHEAST FACE OF
 DR7520'POWER POLE 30628-569, 20.65 FT (6.3 M) SOUTH OF A MAG NAIL SET IN THE
 DR7520'SOUTH FACE OF A FENCE POST AND 61.13 FT (18.6 M) WEST OF A MAG NAIL
 DR7520'SET IN THE SOUTHWEST FACE OF POWER POLE 30628-58.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7545 ***********************************************************************
 DR7545  DESIGNATION -  P 376
 DR7545  PID         -  DR7545
 DR7545  STATE/COUNTY-  IN/LAGRANGE
 DR7545  COUNTRY     -  US
 DR7545  USGS QUAD   -  MONGO (2019)
 DR7545
 DR7545                         *CURRENT SURVEY CONTROL
 DR7545  ______________________________________________________________________
 DR7545* NAD 83(1986) POSITION- 41 38 31.27   (N) 085 15 47.07   (W)   HD_HELD1
 DR7545* NAVD 88 ORTHO HEIGHT -   285.262 (meters)      935.90  (feet) ADJUSTED
 DR7545  ______________________________________________________________________
 DR7545  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 DR7545  DYNAMIC HEIGHT  -        285.152 (meters)      935.54  (feet) COMP
 DR7545  MODELED GRAVITY -    980,229.6   (mgal)                       NAVD 88
 DR7545
 DR7545  VERT ORDER      -  SECOND    CLASS I
 DR7545
 DR7545.The horizontal coordinates were determined by differentially corrected
 DR7545.hand held GPS observations or other comparable positioning techniques
 DR7545.and have an estimated accuracy of +/- 3 meters.
 DR7545
 DR7545.The orthometric height was determined by differential leveling and
 DR7545.adjusted by the NATIONAL GEODETIC SURVEY
 DR7545.in March 2022.
 DR7545
 DR7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7545.GEOID18 height accuracy estimate available here.
 DR7545
 DR7545.Click photographs - Photos may exist for this station.
 DR7545
 DR7545.The dynamic height is computed by dividing the NAVD 88
 DR7545.geopotential number by the normal gravity value computed on the
 DR7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7545.degrees latitude (g = 980.6199 gals.).
 DR7545
 DR7545.The modeled gravity was interpolated from observed gravity values.
 DR7545
 DR7545;                    North         East    Units  Estimated Accuracy
 DR7545;SPC IN E     -   709,937.3     133,623.5     MT  (+/- 3 meters HH1 GPS) 
 DR7545
 DR7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4465411488(NAD 83)
 DR7545
 DR7545                          SUPERSEDED SURVEY CONTROL
 DR7545
 DR7545.No superseded survey control is available for this station.
 DR7545
 DR7545_MARKER: F = FLANGE-ENCASED ROD
 DR7545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7545_STAMPING: P 376 2018
 DR7545_MARK LOGO: NONE
 DR7545_PROJECTION: RECESSED 8 CENTIMETERS
 DR7545_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7545+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2018
 DR7545_ROD/PIPE-DEPTH: 14.2 meters
 DR7545_SLEEVE-DEPTH  : 0.9 meters
 DR7545
 DR7545  HISTORY     - Date     Condition        Report By
 DR7545  HISTORY     - 20180628 MONUMENTED       INDOT
 DR7545
 DR7545                          STATION DESCRIPTION
 DR7545
 DR7545'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7545'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF ORLAND, 5.3 MI
 DR7545'(8.5 KM) NORTHWEST OF STROH AND 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DR7545'MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7545'
 DR7545'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7545'TRAVEL EAST 0.73 MI (1.17 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7545'THE LEFT (NORTH) SIDE OF THE ROAD, LOCATED IN THE NORTHEAST QUADRANT
 DR7545'OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD NORTH 850 EAST.
 DR7545'THE STATION IS FLUSH WITH THE GROUND, 48.6 FT (14.8 M) NORTH OF THE
 DR7545'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20 AND 44.0 FT (13.4 M) EAST OF
 DR7545'THE APPROXIMATE CENTERLINE OF COUNTY ROAD NORTH 850 EAST.  IT IS
 DR7545'LOCATED 110.11 FT (33.6 M) SOUTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7545'17381 AND 6.46 FT (2.0 M) SOUTH OF A MAG NAIL SET IN POWER POLE
 DR7545'1-080-970.
 DR7545'
 DR7545'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7545'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0809 ***********************************************************************
 LA0809  DESIGNATION -  P 38
 LA0809  PID         -  LA0809
 LA0809  STATE/COUNTY-  IN/WELLS
 LA0809  COUNTRY     -  US
 LA0809  USGS QUAD   -  BLUFFTON (2019)
 LA0809
 LA0809                         *CURRENT SURVEY CONTROL
 LA0809  ______________________________________________________________________
 LA0809* NAD 83(1986) POSITION- 40 42 27.     (N) 085 10 03.     (W)   SCALED
 LA0809* NAVD 88 ORTHO HEIGHT -   253.377 (meters)      831.29  (feet) ADJUSTED
 LA0809  ______________________________________________________________________
 LA0809  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 LA0809  DYNAMIC HEIGHT  -        253.255 (meters)      830.89  (feet) COMP
 LA0809  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 LA0809
 LA0809  VERT ORDER      -  SECOND    CLASS 0
 LA0809
 LA0809.The horizontal coordinates were scaled from a map and have
 LA0809.an estimated accuracy of +/- 6 seconds.
 LA0809
 LA0809.The orthometric height was determined by differential leveling and
 LA0809.adjusted by the NATIONAL GEODETIC SURVEY
 LA0809.in June 1991.
 LA0809
 LA0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0809.GEOID18 height accuracy estimate available here.
 LA0809
 LA0809.Click photographs - Photos may exist for this station.
 LA0809
 LA0809.The dynamic height is computed by dividing the NAVD 88
 LA0809.geopotential number by the normal gravity value computed on the
 LA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0809.degrees latitude (g = 980.6199 gals.).
 LA0809
 LA0809.The modeled gravity was interpolated from observed gravity values.
 LA0809
 LA0809;                    North         East    Units  Estimated Accuracy
 LA0809;SPC IN E     -   606,200.      142,180.      MT  (+/- 180 meters Scaled)
 LA0809
 LA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL547079(NAD 83)
 LA0809
 LA0809                          SUPERSEDED SURVEY CONTROL
 LA0809
 LA0809  NGVD 29 (??/??/92)  253.518  (m)          831.75   (f) ADJ UNCH    2 0
 LA0809
 LA0809.Superseded values are not recommended for survey control.
 LA0809
 LA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0809.See file dsdata.pdf to determine how the superseded data were derived.
 LA0809
 LA0809_MARKER: DB = BENCH MARK DISK
 LA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0809_STAMPING: P 38 1934
 LA0809_MARK LOGO: CGS
 LA0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0809+STABILITY: SURFACE MOTION
 LA0809
 LA0809  HISTORY     - Date     Condition        Report By
 LA0809  HISTORY     - 1934     MONUMENTED       CGS
 LA0809  HISTORY     - 1968     MARK NOT FOUND   CGS
 LA0809
 LA0809                          STATION DESCRIPTION
 LA0809
 LA0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0809'2.1 MI S FROM BLUFFTON.
 LA0809'2.1 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0809'BLUFFTON, WELLS COUNTY, 0.3 MILE NORTH OF THE S.A. STROOP
 LA0809'RESIDENCE, 50 YARDS EAST OF STORAGE TANK 830, 28.5 FEET WEST
 LA0809'OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF POLE 75, AND
 LA0809'1 FOOT EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED P 38 1934
 LA0809'AND SET IN THE TOP OF A CONCRETE POST.
 LA0809
 LA0809                          STATION RECOVERY (1968)
 LA0809
 LA0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0809'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1271 ***********************************************************************
 LA1271  DESIGNATION -  P 4
 LA1271  PID         -  LA1271
 LA1271  STATE/COUNTY-  IN/MADISON
 LA1271  COUNTRY     -  US
 LA1271  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1271
 LA1271                         *CURRENT SURVEY CONTROL
 LA1271  ______________________________________________________________________
 LA1271* NAD 83(1986) POSITION- 40 00 31.     (N) 085 44 16.     (W)   SCALED
 LA1271* NAVD 88 ORTHO HEIGHT -   265.665 (meters)      871.60  (feet) ADJUSTED
 LA1271  ______________________________________________________________________
 LA1271  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LA1271  DYNAMIC HEIGHT  -        265.518 (meters)      871.12  (feet) COMP
 LA1271  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 LA1271
 LA1271  VERT ORDER      -  FIRST     CLASS II
 LA1271
 LA1271.The horizontal coordinates were scaled from a map and have
 LA1271.an estimated accuracy of +/- 6 seconds.
 LA1271
 LA1271.The orthometric height was determined by differential leveling and
 LA1271.adjusted by the NATIONAL GEODETIC SURVEY
 LA1271.in June 1991.
 LA1271
 LA1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1271.GEOID18 height accuracy estimate available here.
 LA1271
 LA1271.Click photographs - Photos may exist for this station.
 LA1271
 LA1271.The dynamic height is computed by dividing the NAVD 88
 LA1271.geopotential number by the normal gravity value computed on the
 LA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1271.degrees latitude (g = 980.6199 gals.).
 LA1271
 LA1271.The modeled gravity was interpolated from observed gravity values.
 LA1271
 LA1271;                    North         East    Units  Estimated Accuracy
 LA1271;SPC IN E     -   528,480.       93,930.      MT  (+/- 180 meters Scaled)
 LA1271
 LA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK077294(NAD 83)
 LA1271
 LA1271                          SUPERSEDED SURVEY CONTROL
 LA1271
 LA1271  NGVD 29 (??/??/92)  265.798  (m)          872.04   (f) ADJ UNCH    1 2
 LA1271
 LA1271.Superseded values are not recommended for survey control.
 LA1271
 LA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1271.See file dsdata.pdf to determine how the superseded data were derived.
 LA1271
 LA1271_MARKER: Q = CHISELED SQUARE
 LA1271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1271_SP_SET: BRIDGE
 LA1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1271
 LA1271  HISTORY     - Date     Condition        Report By
 LA1271  HISTORY     - 1916     MONUMENTED       CGS
 LA1271  HISTORY     - 1947     GOOD             CGS
 LA1271  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1271
 LA1271                          STATION DESCRIPTION
 LA1271
 LA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1271'0.6 MI NE FROM PENDLETON.
 LA1271'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1271'FROM THE STATION AT PENDLETON, IN THE TOP OF THE NORTHEAST END
 LA1271'OF THE NORTHWEST HEAD WALL OF THE BRIDGE OVER FALL CREEK, 7.3
 LA1271'FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET SOUTHWEST OF THE
 LA1271'NORTHEAST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE TRACK.
 LA1271'NOTE-- THIS MARK IS VERY INDEFINITE.  THE LEVEL PARTY HIT THIS
 LA1271'POINT AS IT SEEMED TO BE AT THE APPROXIMATE ORIGINAL DESCRIPTION
 LA1271'AND ALTHOUGH IT CHECKED FAIRLY WELL IT IS POSSIBLE THAT
 LA1271'ALMOST ANY POINT ON THE HEAD WALL WOULD HAVE CHECKED.  THERE
 LA1271'IS A FAINT OUTLINE OF A SQUARE BUT SHOULD BE USED WITH CAUTION.
 LA1271
 LA1271                          STATION RECOVERY (1960)
 LA1271
 LA1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0467 ***********************************************************************
 JA0467  DESIGNATION -  P 4
 JA0467  PID         -  JA0467
 JA0467  STATE/COUNTY-  IN/HARRISON
 JA0467  COUNTRY     -  US
 JA0467  USGS QUAD   -  MAUCKPORT (2019)
 JA0467
 JA0467                         *CURRENT SURVEY CONTROL
 JA0467  ______________________________________________________________________
 JA0467* NAD 83(1986) POSITION- 38 02 19.     (N) 086 13 44.     (W)   SCALED
 JA0467* NAVD 88 ORTHO HEIGHT -   133.660 (meters)      438.52  (feet) ADJUSTED
 JA0467  ______________________________________________________________________
 JA0467  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA0467  DYNAMIC HEIGHT  -        133.565 (meters)      438.20  (feet) COMP
 JA0467  MODELED GRAVITY -    979,922.1   (mgal)                       NAVD 88
 JA0467
 JA0467  VERT ORDER      -  FIRST     CLASS II
 JA0467
 JA0467.The horizontal coordinates were scaled from a map and have
 JA0467.an estimated accuracy of +/- 6 seconds.
 JA0467
 JA0467.The orthometric height was determined by differential leveling and
 JA0467.adjusted by the NATIONAL GEODETIC SURVEY
 JA0467.in June 1991.
 JA0467
 JA0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0467.GEOID18 height accuracy estimate available here.
 JA0467
 JA0467.Click photographs - Photos may exist for this station.
 JA0467
 JA0467.The dynamic height is computed by dividing the NAVD 88
 JA0467.geopotential number by the normal gravity value computed on the
 JA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0467.degrees latitude (g = 980.6199 gals.).
 JA0467
 JA0467.The modeled gravity was interpolated from observed gravity values.
 JA0467
 JA0467;                    North         East    Units  Estimated Accuracy
 JA0467;SPC IN E     -   309,930.       50,650.      MT  (+/- 180 meters Scaled)
 JA0467
 JA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH676103(NAD 83)
 JA0467
 JA0467                          SUPERSEDED SURVEY CONTROL
 JA0467
 JA0467  NGVD 29 (??/??/92)  133.772  (m)          438.88   (f) ADJ UNCH    1 2
 JA0467
 JA0467.Superseded values are not recommended for survey control.
 JA0467
 JA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0467.See file dsdata.pdf to determine how the superseded data were derived.
 JA0467
 JA0467_MARKER: DD = SURVEY DISK
 JA0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0467_STAMPING: P 4 1962
 JA0467_MARK LOGO: USACE
 JA0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0467+STABILITY: SURFACE MOTION
 JA0467
 JA0467  HISTORY     - Date     Condition        Report By
 JA0467  HISTORY     - 1962     MONUMENTED       USACE
 JA0467  HISTORY     - 1965     GOOD             CGS
 JA0467
 JA0467                          STATION DESCRIPTION
 JA0467
 JA0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0467'2.6 MI NW FROM MAUCKPORT.
 JA0467'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0467'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 0.15 MILE NORTH
 JA0467'ALONG OLD STATE HIGHWAY 135, THENCE 1.9 MILES NORTHWEST ALONG
 JA0467'THE RIVER ROAD WHICH IS GRAVELED, IN SECTION 31, T 5 S, R 3 E,
 JA0467'AT THE NORTH EDGE OF A SMALL CLEARING, 127 FEET WEST OF THE
 JA0467'WEST END OF A STEEL GIRDER BRIDGE OVER A CREEK, 18 FEET SOUTH OF
 JA0467'THE CENTER LINE OF THE ROAD, 79 FEET EAST OF A 20-INCH WALNUT
 JA0467'TREE, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 JA0467'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0467'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1718 ***********************************************************************
 JZ1718  DESIGNATION -  P 40
 JZ1718  PID         -  JZ1718
 JZ1718  STATE/COUNTY-  IN/WAYNE
 JZ1718  COUNTRY     -  US
 JZ1718  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1718
 JZ1718                         *CURRENT SURVEY CONTROL
 JZ1718  ______________________________________________________________________
 JZ1718* NAD 83(1986) POSITION- 39 59 06.     (N) 085 08 45.     (W)   SCALED
 JZ1718* NAVD 88 ORTHO HEIGHT -   325.729 (meters)     1068.66  (feet) ADJUSTED
 JZ1718  ______________________________________________________________________
 JZ1718  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 JZ1718  DYNAMIC HEIGHT  -        325.546 (meters)     1068.06  (feet) COMP
 JZ1718  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 JZ1718
 JZ1718  VERT ORDER      -  SECOND    CLASS 0
 JZ1718
 JZ1718.The horizontal coordinates were scaled from a map and have
 JZ1718.an estimated accuracy of +/- 6 seconds.
 JZ1718
 JZ1718.The orthometric height was determined by differential leveling and
 JZ1718.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1718.in June 1991.
 JZ1718
 JZ1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1718.GEOID18 height accuracy estimate available here.
 JZ1718
 JZ1718.Click photographs - Photos may exist for this station.
 JZ1718
 JZ1718.The dynamic height is computed by dividing the NAVD 88
 JZ1718.geopotential number by the normal gravity value computed on the
 JZ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1718.degrees latitude (g = 980.6199 gals.).
 JZ1718
 JZ1718.The modeled gravity was interpolated from observed gravity values.
 JZ1718
 JZ1718;                    North         East    Units  Estimated Accuracy
 JZ1718;SPC IN E     -   525,980.      144,480.      MT  (+/- 180 meters Scaled)
 JZ1718
 JZ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK583277(NAD 83)
 JZ1718
 JZ1718                          SUPERSEDED SURVEY CONTROL
 JZ1718
 JZ1718  NGVD 29 (??/??/92)  325.867  (m)         1069.12   (f) ADJ UNCH    2 0
 JZ1718
 JZ1718.Superseded values are not recommended for survey control.
 JZ1718
 JZ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1718.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1718
 JZ1718_MARKER: DB = BENCH MARK DISK
 JZ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1718_STAMPING: P 40 1934
 JZ1718_MARK LOGO: CGS
 JZ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1718+STABILITY: SURFACE MOTION
 JZ1718
 JZ1718  HISTORY     - Date     Condition        Report By
 JZ1718  HISTORY     - 1934     MONUMENTED       CGS
 JZ1718  HISTORY     - 1947     GOOD             CGS
 JZ1718  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1718
 JZ1718                          STATION DESCRIPTION
 JZ1718
 JZ1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1718'5.5 MI N FROM HAGERSTOWN.
 JZ1718'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JZ1718'AT HAGERSTOWN, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF U.S.
 JZ1718'HIGHWAY 35, AT A TURN IN THE HIGHWAY WITH TANGENTS EXTENDING SOUTH
 JZ1718'AND EAST, 38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 JZ1718'THE CENTER OF THE CURVE, 10 FEET NORTH OF THE CENTER LINE OF A
 JZ1718'DRIVE TO A FARM, 98 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JZ1718'FARM HOUSE, 3 FEET SOUTH OF A WIRE FENCE, 31 FEET EAST OF THE
 JZ1718'WEST END POST, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1718'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1718'PROJECTING 4 INCHES.
 JZ1718
 JZ1718                          STATION RECOVERY (2017)
 JZ1718
 JZ1718'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 JZ1718'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1028 ***********************************************************************
 LA1028  DESIGNATION -  P 41
 LA1028  PID         -  LA1028
 LA1028  STATE/COUNTY-  IN/DELAWARE
 LA1028  COUNTRY     -  US
 LA1028  USGS QUAD   -  MUNCIE WEST (2019)
 LA1028
 LA1028                         *CURRENT SURVEY CONTROL
 LA1028  ______________________________________________________________________
 LA1028* NAD 83(1986) POSITION- 40 10 07.     (N) 085 29 40.     (W)   SCALED
 LA1028* NAVD 88 ORTHO HEIGHT -   282.020 (meters)      925.26  (feet) ADJUSTED
 LA1028  ______________________________________________________________________
 LA1028  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 LA1028  DYNAMIC HEIGHT  -        281.870 (meters)      924.77  (feet) COMP
 LA1028  MODELED GRAVITY -    980,087.0   (mgal)                       NAVD 88
 LA1028
 LA1028  VERT ORDER      -  SECOND    CLASS 0
 LA1028
 LA1028.The horizontal coordinates were scaled from a map and have
 LA1028.an estimated accuracy of +/- 6 seconds.
 LA1028
 LA1028.The orthometric height was determined by differential leveling and
 LA1028.adjusted by the NATIONAL GEODETIC SURVEY
 LA1028.in June 1991.
 LA1028
 LA1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1028.GEOID18 height accuracy estimate available here.
 LA1028
 LA1028.Click photographs - Photos may exist for this station.
 LA1028
 LA1028.The dynamic height is computed by dividing the NAVD 88
 LA1028.geopotential number by the normal gravity value computed on the
 LA1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1028.degrees latitude (g = 980.6199 gals.).
 LA1028
 LA1028.The modeled gravity was interpolated from observed gravity values.
 LA1028
 LA1028;                    North         East    Units  Estimated Accuracy
 LA1028;SPC IN E     -   546,250.      114,670.      MT  (+/- 180 meters Scaled)
 LA1028
 LA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK281475(NAD 83)
 LA1028
 LA1028                          SUPERSEDED SURVEY CONTROL
 LA1028
 LA1028  NGVD 29 (??/??/92)  282.157  (m)          925.71   (f) ADJ UNCH    2 0
 LA1028
 LA1028.Superseded values are not recommended for survey control.
 LA1028
 LA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1028.See file dsdata.pdf to determine how the superseded data were derived.
 LA1028
 LA1028_MARKER: DB = BENCH MARK DISK
 LA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1028_STAMPING: P 41 1934
 LA1028_MARK LOGO: CGS
 LA1028_PROJECTION: FLUSH
 LA1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1028+STABILITY: SURFACE MOTION
 LA1028
 LA1028  HISTORY     - Date     Condition        Report By
 LA1028  HISTORY     - 1934     MONUMENTED       CGS
 LA1028  HISTORY     - 1947     GOOD             CGS
 LA1028  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1028
 LA1028                          STATION DESCRIPTION
 LA1028
 LA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1028'AT YORKTOWN.
 LA1028'AT YORKTOWN, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1028'LOUIS RAILROAD, 115 FEET SOUTHWEST AND ACROSS THE TRACKS FROM
 LA1028'THE SOUTHWEST CORNER OF THE STATION, 92.5 FEET EAST OF A SWITCH
 LA1028'STAND, 13.2 FEET SOUTH OF THE SOUTH RAIL, 31.5 FEET NORTHWEST
 LA1028'OF POLE NO. 235 + 27, 61 FEET NORTHEAST OF POLE NO. 235+28,
 LA1028'1.0 FOOT WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 LA1028'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LA1028'GROUND.  NOTE-- NO EVIDENCE OF THIS MARK WAS FOUND AT SURFACE
 LA1028'LEVEL, AND PROBING IN FROZEN GROUND, FAILED TO SHOW AN UNDERGROUND
 LA1028'LOCATION.
 LA1028
 LA1028                          STATION RECOVERY (1959)
 LA1028
 LA1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2715 ***********************************************************************
 JZ2715  DESIGNATION -  P 43 RESET
 JZ2715  PID         -  JZ2715
 JZ2715  STATE/COUNTY-  IN/RUSH
 JZ2715  COUNTRY     -  US
 JZ2715  USGS QUAD   -  CARTHAGE (2019)
 JZ2715
 JZ2715                         *CURRENT SURVEY CONTROL
 JZ2715  ______________________________________________________________________
 JZ2715* NAD 83(1986) POSITION- 39 41 01.7    (N) 085 31 37.7    (W)   HD_HELD2
 JZ2715* NAVD 88 ORTHO HEIGHT -   291.50  (+/-2cm)      956.4   (feet) VERTCON3
 JZ2715  ______________________________________________________________________
 JZ2715  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 JZ2715  VERT ORDER      -  THIRD (See Below)
 JZ2715
 JZ2715.The horizontal coordinates were established by autonomous hand held GPS
 JZ2715.observations and have an estimated accuracy of +/- 10 meters.
 JZ2715
 JZ2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2715
 JZ2715.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2715.GEOID18 height accuracy estimate available here.
 JZ2715
 JZ2715.The vertical order pertains to the NGVD 29 superseded value.
 JZ2715
 JZ2715.Click photographs - Photos may exist for this station.
 JZ2715
 JZ2715;                    North         East    Units  Estimated Accuracy
 JZ2715;SPC IN E     -   492,421.      111,969.      MT  (+/- 10 meters HH2 GPS)
 JZ2715
 JZ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2630393700(NAD 83)
 JZ2715
 JZ2715                          SUPERSEDED SURVEY CONTROL
 JZ2715
 JZ2715  NGVD 29 (08/22/16)  291.63   (m)          956.8    (f) RESET       3  
 JZ2715
 JZ2715.Superseded values are not recommended for survey control.
 JZ2715
 JZ2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2715.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2715
 JZ2715_MARKER: DV = VERTICAL CONTROL DISK
 JZ2715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2715_SP_SET: CULVERT
 JZ2715_STAMPING: P 43 RESET 1978
 JZ2715_MARK LOGO: NGS
 JZ2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2715+STABILITY: SURFACE MOTION
 JZ2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2715+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 JZ2715
 JZ2715  HISTORY     - Date     Condition        Report By
 JZ2715  HISTORY     - 1978     MONUMENTED       NGS
 JZ2715  HISTORY     - 20050520 GOOD             GEOCAC
 JZ2715
 JZ2715                          STATION DESCRIPTION
 JZ2715
 JZ2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JZ2715'7.5 MI SE FROM CARTHAGE.
 JZ2715'0.75 MILE SOUTH FROM THE POST OFFICE ALONG MAIN STREET TO A T ROAD,
 JZ2715'THENCE WEST AND SOUTH FOR 2.25 MILES ALONG PAVED ROAD, THENCE 3.05
 JZ2715'MILES EAST ALONG COUNTY ROAD 600 NORTH TO A SIDE ROAD RIGHT, THENCE
 JZ2715'1.1 MILES SOUTH ALONG COUNTY ROAD 400 WEST TO A ROAD RIGHT AT A
 JZ2715'CEMETERY IN THE SOUTHWEST ANGLE, THENCE 0.35 MILE WEST ALONG COUNTY
 JZ2715'ROAD 500 NORTH TO MARK ON THE LEFT, 74 FEET EAST OF A CONCRETE
 JZ2715'CORNER FENCE POST, 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.5
 JZ2715'FOOT NORTHEAST OF A METAL WITNESS POST, IN THE SOUTH CONCRETE
 JZ2715'HEADWALL OF A BOX CULVERT A FOOT HIGHER THAN THE ROADWAY.
 JZ2715
 JZ2715                          STATION RECOVERY (2005)
 JZ2715
 JZ2715'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ2715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1527 ***********************************************************************
 LA1527  DESIGNATION -  P 44
 LA1527  PID         -  LA1527
 LA1527  STATE/COUNTY-  IN/MADISON
 LA1527  COUNTRY     -  US
 LA1527  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1527
 LA1527                         *CURRENT SURVEY CONTROL
 LA1527  ______________________________________________________________________
 LA1527* NAD 83(1986) POSITION- 40 05 08.     (N) 085 40 21.     (W)   SCALED
 LA1527* NAVD 88 ORTHO HEIGHT -   271.821 (meters)      891.80  (feet) ADJUSTED
 LA1527  ______________________________________________________________________
 LA1527  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 LA1527  DYNAMIC HEIGHT  -        271.674 (meters)      891.32  (feet) COMP
 LA1527  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 LA1527
 LA1527  VERT ORDER      -  SECOND    CLASS 0
 LA1527
 LA1527.The horizontal coordinates were scaled from a map and have
 LA1527.an estimated accuracy of +/- 6 seconds.
 LA1527
 LA1527.The orthometric height was determined by differential leveling and
 LA1527.adjusted by the NATIONAL GEODETIC SURVEY
 LA1527.in June 1991.
 LA1527
 LA1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1527.GEOID18 height accuracy estimate available here.
 LA1527
 LA1527.Click photographs - Photos may exist for this station.
 LA1527
 LA1527.The dynamic height is computed by dividing the NAVD 88
 LA1527.geopotential number by the normal gravity value computed on the
 LA1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1527.degrees latitude (g = 980.6199 gals.).
 LA1527
 LA1527.The modeled gravity was interpolated from observed gravity values.
 LA1527
 LA1527;                    North         East    Units  Estimated Accuracy
 LA1527;SPC IN E     -   537,020.       99,500.      MT  (+/- 180 meters Scaled)
 LA1527
 LA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK131380(NAD 83)
 LA1527
 LA1527                          SUPERSEDED SURVEY CONTROL
 LA1527
 LA1527  NGVD 29 (??/??/92)  271.960  (m)          892.26   (f) ADJ UNCH    2 0
 LA1527
 LA1527.Superseded values are not recommended for survey control.
 LA1527
 LA1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1527.See file dsdata.pdf to determine how the superseded data were derived.
 LA1527
 LA1527_MARKER: DB = BENCH MARK DISK
 LA1527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1527+WITH SETTING: PAVEMENT
 LA1527_SP_SET: SIGNAL BASE
 LA1527_STAMPING: P 44 1934
 LA1527_MARK LOGO: CGS
 LA1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1527+STABILITY: SURFACE MOTION
 LA1527
 LA1527  HISTORY     - Date     Condition        Report By
 LA1527  HISTORY     - 1934     MONUMENTED       CGS
 LA1527  HISTORY     - 1947     GOOD             CGS
 LA1527
 LA1527                          STATION DESCRIPTION
 LA1527
 LA1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1527'1 MI S FROM ANDERSON.
 LA1527'1.0 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1527'LOUIS RAILWAY FROM THE STATION AT ANDERSON, MADISON COUNTY, AT
 LA1527'THE SOUTH ANDERSON FLAG STOP, ACROSS THE TRACK FROM POLE 166/30,
 LA1527'52 YARDS NORTH OF AN ASPHALT-ROAD CROSSING, AT THE NORTHWEST
 LA1527'CORNER OF SIGNAL 1662, IN THE TOP OF THE CONCRETE BASE, 6.8
 LA1527'FEET EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE
 LA1527'RAIL.  A STANDARD DISK, STAMPED P 44 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2428 ***********************************************************************
 JZ2428  DESIGNATION -  P 45
 JZ2428  PID         -  JZ2428
 JZ2428  STATE/COUNTY-  IN/HENRY
 JZ2428  COUNTRY     -  US
 JZ2428  USGS QUAD   -  SHIRLEY (2019)
 JZ2428
 JZ2428                         *CURRENT SURVEY CONTROL
 JZ2428  ______________________________________________________________________
 JZ2428* NAD 83(1986) POSITION- 39 53 47.     (N) 085 33 18.     (W)   SCALED
 JZ2428* NAVD 88 ORTHO HEIGHT -   312.995 (meters)     1026.88  (feet) ADJUSTED
 JZ2428  ______________________________________________________________________
 JZ2428  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 JZ2428  DYNAMIC HEIGHT  -        312.819 (meters)     1026.31  (feet) COMP
 JZ2428  MODELED GRAVITY -    980,056.2   (mgal)                       NAVD 88
 JZ2428
 JZ2428  VERT ORDER      -  SECOND    CLASS 0
 JZ2428
 JZ2428.The horizontal coordinates were scaled from a map and have
 JZ2428.an estimated accuracy of +/- 6 seconds.
 JZ2428
 JZ2428.The orthometric height was determined by differential leveling and
 JZ2428.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2428.in June 1991.
 JZ2428
 JZ2428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2428.GEOID18 height accuracy estimate available here.
 JZ2428
 JZ2428.Click photographs - Photos may exist for this station.
 JZ2428
 JZ2428.The dynamic height is computed by dividing the NAVD 88
 JZ2428.geopotential number by the normal gravity value computed on the
 JZ2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2428.degrees latitude (g = 980.6199 gals.).
 JZ2428
 JZ2428.The modeled gravity was interpolated from observed gravity values.
 JZ2428
 JZ2428;                    North         East    Units  Estimated Accuracy
 JZ2428;SPC IN E     -   516,020.      109,550.      MT  (+/- 180 meters Scaled)
 JZ2428
 JZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK235172(NAD 83)
 JZ2428
 JZ2428                          SUPERSEDED SURVEY CONTROL
 JZ2428
 JZ2428  NGVD 29 (??/??/92)  313.121  (m)         1027.30   (f) ADJ UNCH    2 0
 JZ2428
 JZ2428.Superseded values are not recommended for survey control.
 JZ2428
 JZ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2428.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2428
 JZ2428_MARKER: DB = BENCH MARK DISK
 JZ2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2428_STAMPING: P 45 1934
 JZ2428_MARK LOGO: CGS
 JZ2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2428+STABILITY: SURFACE MOTION
 JZ2428
 JZ2428  HISTORY     - Date     Condition        Report By
 JZ2428  HISTORY     - 1934     MONUMENTED       CGS
 JZ2428
 JZ2428                          STATION DESCRIPTION
 JZ2428
 JZ2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2428'1.1 MI E FROM SHIRLEY.
 JZ2428'IN HENRY COUNTY, 1.1 MILES EAST ALONG THE CLEVELAND, CINCINNATI,
 JZ2428'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY,
 JZ2428'HANCOCK COUNTY, 1.7 FEET NORTH OF MILEPOST S 106-P 246, 26.6
 JZ2428'FEET NORTH OF THE NORTH RAIL, 21.5 FEET SOUTH OF A WIRE FENCE,
 JZ2428'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 JZ2428'DISK, STAMPED P 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1669 ***********************************************************************
 JZ1669  DESIGNATION -  P 46
 JZ1669  PID         -  JZ1669
 JZ1669  STATE/COUNTY-  IN/FAYETTE
 JZ1669  COUNTRY     -  US
 JZ1669  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1669
 JZ1669                         *CURRENT SURVEY CONTROL
 JZ1669  ______________________________________________________________________
 JZ1669* NAD 83(1986) POSITION- 39 38 45.4    (N) 085 07 59.9    (W)   HD_HELD2
 JZ1669* NAVD 88 ORTHO HEIGHT -   254.480 (meters)      834.91  (feet) ADJUSTED
 JZ1669  ______________________________________________________________________
 JZ1669  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ1669  DYNAMIC HEIGHT  -        254.328 (meters)      834.41  (feet) COMP
 JZ1669  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JZ1669
 JZ1669  VERT ORDER      -  SECOND    CLASS 0
 JZ1669
 JZ1669.The horizontal coordinates were established by autonomous hand held GPS
 JZ1669.observations and have an estimated accuracy of +/- 10 meters.
 JZ1669
 JZ1669.The orthometric height was determined by differential leveling and
 JZ1669.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1669.in June 1991.
 JZ1669
 JZ1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1669.GEOID18 height accuracy estimate available here.
 JZ1669
 JZ1669.Click photographs - Photos may exist for this station.
 JZ1669
 JZ1669.The dynamic height is computed by dividing the NAVD 88
 JZ1669.geopotential number by the normal gravity value computed on the
 JZ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1669.degrees latitude (g = 980.6199 gals.).
 JZ1669
 JZ1669.The modeled gravity was interpolated from observed gravity values.
 JZ1669
 JZ1669;                    North         East    Units  Estimated Accuracy
 JZ1669;SPC IN E     -   488,344.      145,779.      MT  (+/- 10 meters HH2 GPS)
 JZ1669
 JZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6016590126(NAD 83)
 JZ1669
 JZ1669                          SUPERSEDED SURVEY CONTROL
 JZ1669
 JZ1669  NGVD 29 (??/??/92)  254.620  (m)          835.37   (f) ADJ UNCH    2 0
 JZ1669
 JZ1669.Superseded values are not recommended for survey control.
 JZ1669
 JZ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1669.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1669
 JZ1669_MARKER: DB = BENCH MARK DISK
 JZ1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1669_SP_SET: BUILDING
 JZ1669_STAMPING: P 46 1934
 JZ1669_MARK LOGO: CGS
 JZ1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1669+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1669
 JZ1669  HISTORY     - Date     Condition        Report By
 JZ1669  HISTORY     - 1934     MONUMENTED       CGS
 JZ1669  HISTORY     - 1947     GOOD             CGS
 JZ1669  HISTORY     - 1986     GOOD             USPSQD
 JZ1669  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1669
 JZ1669                          STATION DESCRIPTION
 JZ1669
 JZ1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1669'AT CONNERSVILLE.
 JZ1669'AT CONNERSVILLE, FAYETTE COUNTY, ON THE BALTIMORE AND OHIO
 JZ1669'RAILROAD, IN THE SOUTH WALL OF THE STATION, 1.3 FEET EAST OF
 JZ1669'THE SOUTHWEST CORNER, 23.3 FEET NORTH OF THE NORTH RAIL, AND
 JZ1669'2.4 FEET ABOVE THE BRICK PLATFORM.
 JZ1669
 JZ1669                          STATION RECOVERY (1986)
 JZ1669
 JZ1669'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1669'RECOVERED IN GOOD CONDITION.
 JZ1669
 JZ1669                          STATION RECOVERY (2003)
 JZ1669
 JZ1669'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0592 ***********************************************************************
 JZ0592  DESIGNATION -  P 47
 JZ0592  PID         -  JZ0592
 JZ0592  STATE/COUNTY-  IN/DEARBORN
 JZ0592  COUNTRY     -  US
 JZ0592  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0592
 JZ0592                         *CURRENT SURVEY CONTROL
 JZ0592  ______________________________________________________________________
 JZ0592* NAD 83(1986) POSITION- 39 07 16.     (N) 084 51 22.     (W)   SCALED
 JZ0592* NAVD 88 ORTHO HEIGHT -   164.593 (meters)      540.00  (feet) ADJUSTED
 JZ0592  ______________________________________________________________________
 JZ0592  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ0592  DYNAMIC HEIGHT  -        164.491 (meters)      539.67  (feet) COMP
 JZ0592  MODELED GRAVITY -    980,003.9   (mgal)                       NAVD 88
 JZ0592
 JZ0592  VERT ORDER      -  FIRST     CLASS II
 JZ0592
 JZ0592.The horizontal coordinates were scaled from a map and have
 JZ0592.an estimated accuracy of +/- 6 seconds.
 JZ0592
 JZ0592.The orthometric height was determined by differential leveling and
 JZ0592.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0592.in June 1991.
 JZ0592
 JZ0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0592.GEOID18 height accuracy estimate available here.
 JZ0592
 JZ0592.Click photographs - Photos may exist for this station.
 JZ0592
 JZ0592.The dynamic height is computed by dividing the NAVD 88
 JZ0592.geopotential number by the normal gravity value computed on the
 JZ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0592.degrees latitude (g = 980.6199 gals.).
 JZ0592
 JZ0592.The modeled gravity was interpolated from observed gravity values.
 JZ0592
 JZ0592;                    North         East    Units  Estimated Accuracy
 JZ0592;SPC IN E     -   430,250.      170,090.      MT  (+/- 180 meters Scaled)
 JZ0592
 JZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ853324(NAD 83)
 JZ0592
 JZ0592                          SUPERSEDED SURVEY CONTROL
 JZ0592
 JZ0592  NGVD 29 (06/03/91)  164.801  (m)          540.68   (f) ADJUSTED    1 2
 JZ0592  NGVD 29 (??/??/87)  164.801  (m)          540.68   (f) SUPERSEDED  1 2
 JZ0592
 JZ0592.Superseded values are not recommended for survey control.
 JZ0592
 JZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0592.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0592
 JZ0592_MARKER: DB = BENCH MARK DISK
 JZ0592_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0592_SP_SET: FOUNDATION WALL
 JZ0592_STAMPING: P 47 1934
 JZ0592_MARK LOGO: CGS
 JZ0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0592+STABILITY: POSITION/ELEVATION WELL
 JZ0592
 JZ0592  HISTORY     - Date     Condition        Report By
 JZ0592  HISTORY     - 1934     MONUMENTED       CGS
 JZ0592  HISTORY     - 1936     GOOD             CGS
 JZ0592  HISTORY     - 1986     GOOD             NGS
 JZ0592  HISTORY     - 20060609 POOR             GEOCAC
 JZ0592
 JZ0592                          STATION DESCRIPTION
 JZ0592
 JZ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0592'1.8 MI NE FROM LAWRENCEBURG.
 JZ0592'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE MAIN OFFICE
 JZ0592'BUILDING AT THE JOSEPH E. SEAGRAM AND SON DISTILLERY AT
 JZ0592'LAWRENCEBURG, DEARBORN COUNTY, AT HOMESTEAD, 150 YARDS WEST OF
 JZ0592'THE HIGHWAY, AT THE PUBLIC SCHOOL, IN THE NORTH WALL AT THE
 JZ0592'NORTHEAST CORNER OF THE BUILDING, 1.2 FEET WEST OF THE CORNER,
 JZ0592'45 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 1.8 FEET
 JZ0592'ABOVE THE CONCRETE PAVEMENT.  A STANDARD DISK, STAMPED P 47 1934
 JZ0592'AND SET VERTICALLY.
 JZ0592
 JZ0592                          STATION RECOVERY (1986)
 JZ0592
 JZ0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0592'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0592'GREENDALE, AT THE INTERSECTION OF DORMAN AND WAYNE AVENUES, SET
 JZ0592'VERTICALLY IN THE SOUTH FACE NEAR THE SOUTHEAST CORNER OF THE WORD
 JZ0592'ALIVE FELLOWSHIP CHURCH (THE OLD HOMESTEAD PUBLIC SCHOOL BUILDING),
 JZ0592'20.5 M (67.3 FT) WEST OF THE CENTER OF WAYNE AVENUE, 12.9 M (42.3 FT)
 JZ0592'NORTH OF THE CENTER OF DORMAN AVENUE, AND 0.4 M (1.3 FT) WEST OF THE
 JZ0592'SOUTHEAST CORNER OF THE BUILDING.
 JZ0592'THE MARK IS 0.6 M ABOVE THE AVENUE.
 JZ0592
 JZ0592                          STATION RECOVERY (2006)
 JZ0592
 JZ0592'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0592'THE MARK IS IN POOR CONDITION. THE BUILDING NOW HAS BEEN TURNED INTO
 JZ0592'APARTMENTS. A PRIVACY FENCE HAS BEEN ADDED AROUND THE FRONT OF THE
 JZ0592'BUILDING. THE MARK IS TIGHT IN THE WALL BUT HAS BEEN DEFACED AND
 JZ0592'PAINTED OVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1696 ***********************************************************************
 HZ1696  DESIGNATION -  P 49
 HZ1696  PID         -  HZ1696
 HZ1696  STATE/COUNTY-  IN/JEFFERSON
 HZ1696  COUNTRY     -  US
 HZ1696  USGS QUAD   -  VERNON (2019)
 HZ1696
 HZ1696                         *CURRENT SURVEY CONTROL
 HZ1696  ______________________________________________________________________
 HZ1696* NAD 83(1986) POSITION- 38 53 24.     (N) 085 30 59.     (W)   SCALED
 HZ1696* NAVD 88 ORTHO HEIGHT -   238.524 (meters)      782.56  (feet) ADJUSTED
 HZ1696  ______________________________________________________________________
 HZ1696  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 HZ1696  DYNAMIC HEIGHT  -        238.369 (meters)      782.05  (feet) COMP
 HZ1696  MODELED GRAVITY -    979,976.3   (mgal)                       NAVD 88
 HZ1696
 HZ1696  VERT ORDER      -  SECOND    CLASS 0
 HZ1696
 HZ1696.The horizontal coordinates were scaled from a map and have
 HZ1696.an estimated accuracy of +/- 6 seconds.
 HZ1696
 HZ1696.The orthometric height was determined by differential leveling and
 HZ1696.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1696.in June 1991.
 HZ1696
 HZ1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1696.GEOID18 height accuracy estimate available here.
 HZ1696
 HZ1696.Click photographs - Photos may exist for this station.
 HZ1696
 HZ1696.The dynamic height is computed by dividing the NAVD 88
 HZ1696.geopotential number by the normal gravity value computed on the
 HZ1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1696.degrees latitude (g = 980.6199 gals.).
 HZ1696
 HZ1696.The modeled gravity was interpolated from observed gravity values.
 HZ1696
 HZ1696;                    North         East    Units  Estimated Accuracy
 HZ1696;SPC IN E     -   404,300.      113,040.      MT  (+/- 180 meters Scaled)
 HZ1696
 HZ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ286056(NAD 83)
 HZ1696
 HZ1696                          SUPERSEDED SURVEY CONTROL
 HZ1696
 HZ1696  NGVD 29 (??/??/92)  238.664  (m)          783.02   (f) ADJ UNCH    2 0
 HZ1696
 HZ1696.Superseded values are not recommended for survey control.
 HZ1696
 HZ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1696.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1696
 HZ1696_MARKER: DB = BENCH MARK DISK
 HZ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1696_STAMPING: P 49 1934
 HZ1696_MARK LOGO: CGS
 HZ1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1696+STABILITY: SURFACE MOTION
 HZ1696
 HZ1696  HISTORY     - Date     Condition        Report By
 HZ1696  HISTORY     - 1934     MONUMENTED       CGS
 HZ1696  HISTORY     - 20230711 MARK NOT FOUND   INDOT
 HZ1696
 HZ1696                          STATION DESCRIPTION
 HZ1696
 HZ1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1696'AT DUPONT.
 HZ1696'AT DUPONT, JEFFERSON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 HZ1696'270 FEET SOUTHEAST OF THE STATION, IN THE SOUTHEAST ANGLE OF AN
 HZ1696'ASPHALT-ROAD CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HZ1696'ROAD, 10 FEET SOUTHEAST OF A CONCRETE CULVERT, 12.4 FEET
 HZ1696'NORTHEAST OF THE NORTHEAST RAIL, ON A BANK, AND 3 FEET SOUTHEAST
 HZ1696'OF A POLE.  A STANDARD DISK, STAMPED P 49 1934 AND SET IN THE
 HZ1696'TOP OF A CONCRETE POST.
 HZ1696
 HZ1696                          STATION RECOVERY (2023)
 HZ1696
 HZ1696'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1639 ***********************************************************************
 LA1639  DESIGNATION -  P 5
 LA1639  PID         -  LA1639
 LA1639  STATE/COUNTY-  IN/WABASH
 LA1639  COUNTRY     -  US
 LA1639  USGS QUAD   -  WABASH (2019)
 LA1639
 LA1639                         *CURRENT SURVEY CONTROL
 LA1639  ______________________________________________________________________
 LA1639* NAD 83(1986) POSITION- 40 47 50.     (N) 085 48 49.     (W)   SCALED
 LA1639* NAVD 88 ORTHO HEIGHT -   208.324 (meters)      683.48  (feet) ADJUSTED
 LA1639  ______________________________________________________________________
 LA1639  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 LA1639  DYNAMIC HEIGHT  -        208.225 (meters)      683.15  (feet) COMP
 LA1639  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 LA1639
 LA1639  VERT ORDER      -  FIRST     CLASS II
 LA1639
 LA1639.The horizontal coordinates were scaled from a map and have
 LA1639.an estimated accuracy of +/- 6 seconds.
 LA1639
 LA1639.The orthometric height was determined by differential leveling and
 LA1639.adjusted by the NATIONAL GEODETIC SURVEY
 LA1639.in June 1991.
 LA1639
 LA1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1639.GEOID18 height accuracy estimate available here.
 LA1639
 LA1639.Click photographs - Photos may exist for this station.
 LA1639
 LA1639.The dynamic height is computed by dividing the NAVD 88
 LA1639.geopotential number by the normal gravity value computed on the
 LA1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1639.degrees latitude (g = 980.6199 gals.).
 LA1639
 LA1639.The modeled gravity was interpolated from observed gravity values.
 LA1639
 LA1639;                    North         East    Units  Estimated Accuracy
 LA1639;SPC IN E     -   616,050.       87,600.      MT  (+/- 180 meters Scaled)
 LA1639
 LA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000169(NAD 83)
 LA1639
 LA1639                          SUPERSEDED SURVEY CONTROL
 LA1639
 LA1639  NGVD 29 (??/??/92)  208.448  (m)          683.88   (f) ADJ UNCH    1 2
 LA1639
 LA1639.Superseded values are not recommended for survey control.
 LA1639
 LA1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1639.See file dsdata.pdf to determine how the superseded data were derived.
 LA1639
 LA1639_MARKER: DB = BENCH MARK DISK
 LA1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1639_SP_SET: BUILDING
 LA1639_STAMPING: ELEV 683.942 FT P 5
 LA1639_MARK LOGO: CGS
 LA1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1639
 LA1639  HISTORY     - Date     Condition        Report By
 LA1639  HISTORY     - 1916     MONUMENTED       CGS
 LA1639  HISTORY     - 1946     GOOD             CGS
 LA1639  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1639
 LA1639                          STATION DESCRIPTION
 LA1639
 LA1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1639'AT WABASH.
 LA1639'AT WABASH, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST
 LA1639'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, IN THE FOURTH
 LA1639'COURSE OF MASONRY, 3.8 FEET WEST OF THE CORNER AND 2.7 FEET ABOVE
 LA1639'THE PLATFORM.
 LA1639
 LA1639                          STATION RECOVERY (2006)
 LA1639
 LA1639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1639'NEW YORK CENTRAL RAILROAD STATION DEMOLISHED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0608 ***********************************************************************
 KA0608  DESIGNATION -  P 51
 KA0608  PID         -  KA0608
 KA0608  STATE/COUNTY-  IN/PUTNAM
 KA0608  COUNTRY     -  US
 KA0608  USGS QUAD   -  CLOVERDALE (2019)
 KA0608
 KA0608                         *CURRENT SURVEY CONTROL
 KA0608  ______________________________________________________________________
 KA0608* NAD 83(1986) POSITION- 39 35 28.     (N) 086 52 08.     (W)   SCALED
 KA0608* NAVD 88 ORTHO HEIGHT -   224.170 (meters)      735.46  (feet) ADJUSTED
 KA0608  ______________________________________________________________________
 KA0608  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 KA0608  DYNAMIC HEIGHT  -        224.044 (meters)      735.05  (feet) COMP
 KA0608  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 KA0608
 KA0608  VERT ORDER      -  SECOND    CLASS 0
 KA0608
 KA0608.The horizontal coordinates were scaled from a map and have
 KA0608.an estimated accuracy of +/- 6 seconds.
 KA0608
 KA0608.The orthometric height was determined by differential leveling and
 KA0608.adjusted by the NATIONAL GEODETIC SURVEY
 KA0608.in June 1991.
 KA0608
 KA0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0608.GEOID18 height accuracy estimate available here.
 KA0608
 KA0608.Click photographs - Photos may exist for this station.
 KA0608
 KA0608.The dynamic height is computed by dividing the NAVD 88
 KA0608.geopotential number by the normal gravity value computed on the
 KA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0608.degrees latitude (g = 980.6199 gals.).
 KA0608
 KA0608.The modeled gravity was interpolated from observed gravity values.
 KA0608
 KA0608;                    North         East    Units  Estimated Accuracy
 KA0608;SPC IN W     -   482,140.      918,420.      MT  (+/- 180 meters Scaled)
 KA0608
 KA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112823(NAD 83)
 KA0608
 KA0608                          SUPERSEDED SURVEY CONTROL
 KA0608
 KA0608  NGVD 29 (??/??/92)  224.285  (m)          735.84   (f) ADJ UNCH    2 0
 KA0608
 KA0608.Superseded values are not recommended for survey control.
 KA0608
 KA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0608.See file dsdata.pdf to determine how the superseded data were derived.
 KA0608
 KA0608_MARKER: DB = BENCH MARK DISK
 KA0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0608_STAMPING: P 51 1934
 KA0608_MARK LOGO: CGS
 KA0608_PROJECTION: FLUSH
 KA0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0608+STABILITY: SURFACE MOTION
 KA0608
 KA0608  HISTORY     - Date     Condition        Report By
 KA0608  HISTORY     - 1934     MONUMENTED       CGS
 KA0608  HISTORY     - 1946     GOOD             CGS
 KA0608  HISTORY     - 1956     MARK NOT FOUND   CGS
 KA0608
 KA0608                          STATION DESCRIPTION
 KA0608
 KA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0608'1.1 MI N FROM PUTNAMVILLE.
 KA0608'1.1 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0608'RAILWAY FROM THE STATION AT PUTNAMVILLE, PUTNAM COUNTY, 11-1/2
 KA0608'RAILS NORTH OF MILEPOST 182, 112.8 FEET NORTH OF THE NORTHEAST
 KA0608'CORNER OF AN ABANDONED SEAMPHORE, 70 FEET NORTH OF THE CROSSING
 KA0608'OF A LINE OF POLES, 21 FEET EAST OF A FENCE LINE, 7.5 FEET WEST
 KA0608'OF THE WEST RAIL OF THE TRACK, 1.5 FEET WEST OF A WHITE WOODEN
 KA0608'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 KA0608'P 51 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KA0608'GROUND.
 KA0608
 KA0608                          STATION RECOVERY (1956)
 KA0608
 KA0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KA0608'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0453 ***********************************************************************
 KA0453  DESIGNATION -  P 52
 KA0453  PID         -  KA0453
 KA0453  STATE/COUNTY-  IN/MONROE
 KA0453  COUNTRY     -  US
 KA0453  USGS QUAD   -  CLEAR CREEK (2019)
 KA0453
 KA0453                         *CURRENT SURVEY CONTROL
 KA0453  ______________________________________________________________________
 KA0453* NAD 83(1986) POSITION- 39 01 41.     (N) 086 33 42.     (W)   SCALED
 KA0453* NAVD 88 ORTHO HEIGHT -   159.360 (meters)      522.83  (feet) ADJUSTED
 KA0453  ______________________________________________________________________
 KA0453  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 KA0453  DYNAMIC HEIGHT  -        159.261 (meters)      522.51  (feet) COMP
 KA0453  MODELED GRAVITY -    980,004.2   (mgal)                       NAVD 88
 KA0453
 KA0453  VERT ORDER      -  SECOND    CLASS 0
 KA0453
 KA0453.The horizontal coordinates were scaled from a map and have
 KA0453.an estimated accuracy of +/- 6 seconds.
 KA0453
 KA0453.The orthometric height was determined by differential leveling and
 KA0453.adjusted by the NATIONAL GEODETIC SURVEY
 KA0453.in June 1991.
 KA0453
 KA0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0453.GEOID18 height accuracy estimate available here.
 KA0453
 KA0453.Click photographs - Photos may exist for this station.
 KA0453
 KA0453.The dynamic height is computed by dividing the NAVD 88
 KA0453.geopotential number by the normal gravity value computed on the
 KA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0453.degrees latitude (g = 980.6199 gals.).
 KA0453
 KA0453.The modeled gravity was interpolated from observed gravity values.
 KA0453
 KA0453;                    North         East    Units  Estimated Accuracy
 KA0453;SPC IN W     -   419,740.      945,170.      MT  (+/- 180 meters Scaled)
 KA0453
 KA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ379199(NAD 83)
 KA0453
 KA0453                          SUPERSEDED SURVEY CONTROL
 KA0453
 KA0453  NGVD 29 (??/??/92)  159.482  (m)          523.23   (f) ADJ UNCH    2 0
 KA0453
 KA0453.Superseded values are not recommended for survey control.
 KA0453
 KA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0453.See file dsdata.pdf to determine how the superseded data were derived.
 KA0453
 KA0453_MARKER: DB = BENCH MARK DISK
 KA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0453_STAMPING: P 52 1934
 KA0453_MARK LOGO: CGS
 KA0453_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0453+STABILITY: SURFACE MOTION
 KA0453
 KA0453  HISTORY     - Date     Condition        Report By
 KA0453  HISTORY     - 1934     MONUMENTED       CGS
 KA0453
 KA0453                          STATION DESCRIPTION
 KA0453
 KA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0453'2.3 MI N FROM HARRODSBURG.
 KA0453'2.3 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0453'RAILWAY FROM THE STATION AT HARRODSBURG, MONROE COUNTY, 0.1
 KA0453'MILE SOUTH OF MILEPOST E 7, 18 RAILS NORTHWEST OF THE NORTHWEST
 KA0453'END OF STEEL BRIDGE E 7+2, 5 RAILS SOUTH OF A BATTERY WELL, IN
 KA0453'THE SOUTHWEST ANGLE OF THE CROSSING OF A SMALL FARM ROAD
 KA0453'LEADING TO A WHITE HOUSE AT THE TOP OF A HILL, 21 FEET WEST OF
 KA0453'THE WEST RAIL, AND 1-1/2 FEET EAST OF THE FENCE LINE.  A
 KA0453'STANDARD DISK, STAMPED P 52 1934 AND SET IN THE TOP OF A
 KA0453'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 KA0453'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON
 KA0453'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0335 ***********************************************************************
 KA0335  DESIGNATION -  P 53
 KA0335  PID         -  KA0335
 KA0335  STATE/COUNTY-  IN/BROWN
 KA0335  COUNTRY     -  US
 KA0335  USGS QUAD   -  NEW BELLSVILLE (2019)
 KA0335
 KA0335                         *CURRENT SURVEY CONTROL
 KA0335  ______________________________________________________________________
 KA0335* NAD 83(1986) POSITION- 39 11 48.     (N) 086 05 08.     (W)   SCALED
 KA0335* NAVD 88 ORTHO HEIGHT -   260.574 (meters)      854.90  (feet) ADJUSTED
 KA0335  ______________________________________________________________________
 KA0335  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 KA0335  DYNAMIC HEIGHT  -        260.413 (meters)      854.37  (feet) COMP
 KA0335  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 KA0335
 KA0335  VERT ORDER      -  SECOND    CLASS 0
 KA0335
 KA0335.The horizontal coordinates were scaled from a map and have
 KA0335.an estimated accuracy of +/- 6 seconds.
 KA0335
 KA0335.The orthometric height was determined by differential leveling and
 KA0335.adjusted by the NATIONAL GEODETIC SURVEY
 KA0335.in June 1991.
 KA0335
 KA0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0335.GEOID18 height accuracy estimate available here.
 KA0335
 KA0335.Click photographs - Photos may exist for this station.
 KA0335
 KA0335.The dynamic height is computed by dividing the NAVD 88
 KA0335.geopotential number by the normal gravity value computed on the
 KA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0335.degrees latitude (g = 980.6199 gals.).
 KA0335
 KA0335.The modeled gravity was interpolated from observed gravity values.
 KA0335
 KA0335;                    North         East    Units  Estimated Accuracy
 KA0335;SPC IN E     -   438,410.       63,820.      MT  (+/- 180 meters Scaled)
 KA0335
 KA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ789389(NAD 83)
 KA0335
 KA0335                          SUPERSEDED SURVEY CONTROL
 KA0335
 KA0335  NGVD 29 (??/??/92)  260.693  (m)          855.29   (f) ADJ UNCH    2 0
 KA0335
 KA0335.Superseded values are not recommended for survey control.
 KA0335
 KA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0335.See file dsdata.pdf to determine how the superseded data were derived.
 KA0335
 KA0335_MARKER: DB = BENCH MARK DISK
 KA0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0335_STAMPING: P 53 1934
 KA0335_MARK LOGO: INDOT
 KA0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0335+STABILITY: SURFACE MOTION
 KA0335
 KA0335  HISTORY     - Date     Condition        Report By
 KA0335  HISTORY     - 1934     MONUMENTED       CGS
 KA0335  HISTORY     - 20220729 MARK NOT FOUND   INDOT
 KA0335
 KA0335                          STATION DESCRIPTION
 KA0335
 KA0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0335'9.7 MI E FROM NASHVILLE.
 KA0335'9.7 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COUNTY COURTHOUSE
 KA0335'AT NASHVILLE, BROWN COUNTY, 0.2 MILE EAST OF THE JUNCTION OF A
 KA0335'ROAD LEADING TO THE BROWN COUNTY FRUIT RIDGE, 30 YARDS NORTHWEST
 KA0335'OF THE JUNCTION OF A ROAD LEADING TO BELLSVILLE, 6 YARDS NORTH
 KA0335'OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 YARDS NORTH OF A FENCE CORNER,
 KA0335'AND 1-1/2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED P 53
 KA0335'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KA0335'ABOVE GROUND.
 KA0335
 KA0335                          STATION RECOVERY (2022)
 KA0335
 KA0335'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1191 ***********************************************************************
 KA1191  DESIGNATION -  P 54
 KA1191  PID         -  KA1191
 KA1191  STATE/COUNTY-  IN/SULLIVAN
 KA1191  COUNTRY     -  US
 KA1191  USGS QUAD   -  SULLIVAN (2019)
 KA1191
 KA1191                         *CURRENT SURVEY CONTROL
 KA1191  ______________________________________________________________________
 KA1191* NAD 83(1986) POSITION- 39 04 09.88   (N) 087 26 12.33   (W)   HD_HELD1
 KA1191* NAVD 88 ORTHO HEIGHT -   152.556 (meters)      500.51  (feet) ADJUSTED
 KA1191  ______________________________________________________________________
 KA1191  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 KA1191  DYNAMIC HEIGHT  -        152.466 (meters)      500.22  (feet) COMP
 KA1191  MODELED GRAVITY -    980,033.3   (mgal)                       NAVD 88
 KA1191
 KA1191  VERT ORDER      -  SECOND    CLASS 0
 KA1191
 KA1191.The horizontal coordinates were determined by differentially corrected
 KA1191.hand held GPS observations or other comparable positioning techniques
 KA1191.and have an estimated accuracy of +/- 3 meters.
 KA1191
 KA1191.The orthometric height was determined by differential leveling and
 KA1191.adjusted by the NATIONAL GEODETIC SURVEY
 KA1191.in June 1991.
 KA1191
 KA1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1191.GEOID18 height accuracy estimate available here.
 KA1191
 KA1191.Click photographs - Photos may exist for this station.
 KA1191
 KA1191.The dynamic height is computed by dividing the NAVD 88
 KA1191.geopotential number by the normal gravity value computed on the
 KA1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1191.degrees latitude (g = 980.6199 gals.).
 KA1191
 KA1191.The modeled gravity was interpolated from observed gravity values.
 KA1191
 KA1191;                    North         East    Units  Estimated Accuracy
 KA1191;SPC IN W     -   424,261.2     869,415.0     MT  (+/- 3 meters HH1 GPS) 
 KA1191
 KA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6221724570(NAD 83)
 KA1191
 KA1191                          SUPERSEDED SURVEY CONTROL
 KA1191
 KA1191  NGVD 29 (??/??/92)  152.702  (m)          500.99   (f) ADJ UNCH    2 0
 KA1191
 KA1191.Superseded values are not recommended for survey control.
 KA1191
 KA1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1191.See file dsdata.pdf to determine how the superseded data were derived.
 KA1191
 KA1191_MARKER: DB = BENCH MARK DISK
 KA1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1191_STAMPING: P 54 1934
 KA1191_MARK LOGO: CGS
 KA1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1191+STABILITY: SURFACE MOTION
 KA1191
 KA1191  HISTORY     - Date     Condition        Report By
 KA1191  HISTORY     - 1934     MONUMENTED       CGS
 KA1191
 KA1191                          STATION DESCRIPTION
 KA1191
 KA1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1191'2 MI W FROM SULLIVAN.
 KA1191'2.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 KA1191'AT SULLIVAN, SULLIVAN COUNTY, 9-3/4 RAILS WEST OF MILEPOST I 112
 KA1191'2-1/2 RAILS EAST OF A DIRT-ROAD CROSSING, 12 YARDS SOUTH OF THE
 KA1191'SOUTH RAIL, 10 YARDS NORTHEAST OF THE CENTERLINE OF THE
 KA1191'ROAD, 1 YARD NORTH OF THE FENCE, AND ABOUT ONE-HALF FOOT ABOVE
 KA1191'THE GROUND.  A STANDARD DISK, STAMPED P 54 1934 AND SET IN
 KA1191'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0408 ***********************************************************************
 JA0408  DESIGNATION -  P 55
 JA0408  PID         -  JA0408
 JA0408  STATE/COUNTY-  IN/CRAWFORD
 JA0408  COUNTRY     -  US
 JA0408  USGS QUAD   -  ENGLISH (2019)
 JA0408
 JA0408                         *CURRENT SURVEY CONTROL
 JA0408  ______________________________________________________________________
 JA0408* NAD 83(1986) POSITION- 38 15 38.04   (N) 086 28 29.59   (W)   HD_HELD1
 JA0408* NAVD 88 ORTHO HEIGHT -   135.433 (meters)      444.33  (feet) ADJUSTED
 JA0408  ______________________________________________________________________
 JA0408  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 JA0408  DYNAMIC HEIGHT  -        135.339 (meters)      444.02  (feet) COMP
 JA0408  MODELED GRAVITY -    979,928.4   (mgal)                       NAVD 88
 JA0408
 JA0408  VERT ORDER      -  SECOND    CLASS 0
 JA0408
 JA0408.The horizontal coordinates were determined by differentially corrected
 JA0408.hand held GPS observations or other comparable positioning techniques
 JA0408.and have an estimated accuracy of +/- 3 meters.
 JA0408
 JA0408.The orthometric height was determined by differential leveling and
 JA0408.adjusted by the NATIONAL GEODETIC SURVEY
 JA0408.in June 1991.
 JA0408
 JA0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0408.GEOID18 height accuracy estimate available here.
 JA0408
 JA0408.Click photographs - Photos may exist for this station.
 JA0408
 JA0408.The dynamic height is computed by dividing the NAVD 88
 JA0408.geopotential number by the normal gravity value computed on the
 JA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0408.degrees latitude (g = 980.6199 gals.).
 JA0408
 JA0408.The modeled gravity was interpolated from observed gravity values.
 JA0408
 JA0408;                    North         East    Units  Estimated Accuracy
 JA0408;SPC IN W     -   334,590.8     953,250.2     MT  (+/- 3 meters HH1 GPS) 
 JA0408
 JA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4594034856(NAD 83)
 JA0408
 JA0408                          SUPERSEDED SURVEY CONTROL
 JA0408
 JA0408  NGVD 29 (??/??/92)  135.60   (m)          444.9    (f) COMPUTED    2 0
 JA0408
 JA0408.Superseded values are not recommended for survey control.
 JA0408
 JA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0408.See file dsdata.pdf to determine how the superseded data were derived.
 JA0408
 JA0408_MARKER: DB = BENCH MARK DISK
 JA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0408_STAMPING: P 55 1934
 JA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0408+STABILITY: SURFACE MOTION
 JA0408
 JA0408  HISTORY     - Date     Condition        Report By
 JA0408  HISTORY     - 1934     MONUMENTED       CGS
 JA0408  HISTORY     - 1966     MARK NOT FOUND   CGS
 JA0408
 JA0408                          STATION DESCRIPTION
 JA0408
 JA0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0408'7.1 MI S FROM ENGLISH.
 JA0408'7.1 MILES SOUTH ALONG STATE HIGHWAY 37 FROM ENGLISH, CRAWFORD
 JA0408'COUNTY, 674 FEET SOUTHEAST OF THE CENTER OF A DIRT-ROAD
 JA0408'INTERSECTION, 455 FEET NORTHEAST OF A CONCRETE BRIDGE, 36 FEET
 JA0408'WEST OF THE CENTERLINE OF A DIRT ROAD LEADING TO THE H. ARONER
 JA0408'ALDEN RESIDENCE IN 1935, 25 FEET SOUTHWEST OF THE CENTERLINE
 JA0408'OF THE HIGHWAY, 3.7 FEET SOUTHWEST OF THE FENCE LINE, AND LEVEL
 JA0408'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 55 1934 AND SET
 JA0408'IN THE TOP OF A CONCRETE POST.
 JA0408
 JA0408                          STATION RECOVERY (1966)
 JA0408
 JA0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0269 ***********************************************************************
 JA0269  DESIGNATION -  P 56
 JA0269  PID         -  JA0269
 JA0269  STATE/COUNTY-  IN/CRAWFORD
 JA0269  COUNTRY     -  US
 JA0269  USGS QUAD   -  MILLTOWN (2019)
 JA0269
 JA0269                         *CURRENT SURVEY CONTROL
 JA0269  ______________________________________________________________________
 JA0269* NAD 83(1986) POSITION- 38 22 00.     (N) 086 20 34.     (W)   SCALED
 JA0269* NAVD 88 ORTHO HEIGHT -   178.478 (meters)      585.56  (feet) POSTED
 JA0269  ______________________________________________________________________
 JA0269  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 JA0269  DYNAMIC HEIGHT  -        178.35  (meters)      585.1   (feet) COMP
 JA0269  MODELED GRAVITY -    979,924.3   (mgal)                       NAVD 88
 JA0269
 JA0269  VERT ORDER      -  * POSTED, SEE BELOW
 JA0269
 JA0269.The horizontal coordinates were scaled from a map and have
 JA0269.an estimated accuracy of +/- 6 seconds.
 JA0269
 JA0269.The orthometric height was determined by differential leveling
 JA0269.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0269
 JA0269.* This is a POSTED BENCH MARK height.
 JA0269
 JA0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0269.GEOID18 height accuracy estimate available here.
 JA0269
 JA0269.Click photographs - Photos may exist for this station.
 JA0269
 JA0269.The dynamic height is computed by dividing the NAVD 88
 JA0269.geopotential number by the normal gravity value computed on the
 JA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0269.degrees latitude (g = 980.6199 gals.).
 JA0269
 JA0269.The modeled gravity was interpolated from observed gravity values.
 JA0269
 JA0269;                    North         East    Units  Estimated Accuracy
 JA0269;SPC IN W     -   346,450.      964,720.      MT  (+/- 180 meters Scaled)
 JA0269
 JA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574467(NAD 83)
 JA0269
 JA0269                          SUPERSEDED SURVEY CONTROL
 JA0269
 JA0269  NGVD 29 (??/??/92)  178.58   (m)          585.9    (f) COMPUTED    2 0
 JA0269
 JA0269.Superseded values are not recommended for survey control.
 JA0269
 JA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0269.See file dsdata.pdf to determine how the superseded data were derived.
 JA0269
 JA0269_MARKER: DB = BENCH MARK DISK
 JA0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0269_SP_SET: BUILDING
 JA0269_STAMPING: P 56 1934
 JA0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0269
 JA0269  HISTORY     - Date     Condition        Report By
 JA0269  HISTORY     - 1934     MONUMENTED       CGS
 JA0269  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0269
 JA0269                          STATION DESCRIPTION
 JA0269
 JA0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0269'AT MARENGO.
 JA0269'AT MARENGO, ON THE SOUTHERN RAILWAY, AT THE STATION, 79 FEET EAST
 JA0269'OF THE EAST LOADING PLATFORM, 31 FEET NORTHEAST OF THE NORTHEAST
 JA0269'CORNER OF THE A.G. STEPHENSON GENERAL STORE, 14 1/2 FEET SOUTH
 JA0269'OF THE SOUTH RAIL, AND 1 1/2 FEET HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0991 ***********************************************************************
 JA0991  DESIGNATION -  P 57
 JA0991  PID         -  JA0991
 JA0991  STATE/COUNTY-  IN/PIKE
 JA0991  COUNTRY     -  US
 JA0991  USGS QUAD   -  AUGUSTA (2019)
 JA0991
 JA0991                         *CURRENT SURVEY CONTROL
 JA0991  ______________________________________________________________________
 JA0991* NAD 83(1986) POSITION- 38 22 03.     (N) 087 08 48.     (W)   SCALED
 JA0991* NAVD 88 ORTHO HEIGHT -   136.288 (meters)      447.14  (feet) ADJUSTED
 JA0991  ______________________________________________________________________
 JA0991  GEOID HEIGHT    -        -32.044 (meters)                     GEOID18
 JA0991  DYNAMIC HEIGHT  -        136.199 (meters)      446.85  (feet) COMP
 JA0991  MODELED GRAVITY -    979,967.5   (mgal)                       NAVD 88
 JA0991
 JA0991  VERT ORDER      -  FIRST     CLASS II
 JA0991
 JA0991.The horizontal coordinates were scaled from a map and have
 JA0991.an estimated accuracy of +/- 6 seconds.
 JA0991
 JA0991.The orthometric height was determined by differential leveling and
 JA0991.adjusted by the NATIONAL GEODETIC SURVEY
 JA0991.in June 1991.
 JA0991
 JA0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0991.GEOID18 height accuracy estimate available here.
 JA0991
 JA0991.Click photographs - Photos may exist for this station.
 JA0991
 JA0991.The dynamic height is computed by dividing the NAVD 88
 JA0991.geopotential number by the normal gravity value computed on the
 JA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0991.degrees latitude (g = 980.6199 gals.).
 JA0991
 JA0991.The modeled gravity was interpolated from observed gravity values.
 JA0991
 JA0991;                    North         East    Units  Estimated Accuracy
 JA0991;SPC IN W     -   346,290.      894,470.      MT  (+/- 180 meters Scaled)
 JA0991
 JA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH871466(NAD 83)
 JA0991
 JA0991                          SUPERSEDED SURVEY CONTROL
 JA0991
 JA0991  NGVD 29 (??/??/92)  136.406  (m)          447.53   (f) ADJ UNCH    1 2
 JA0991
 JA0991.Superseded values are not recommended for survey control.
 JA0991
 JA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0991.See file dsdata.pdf to determine how the superseded data were derived.
 JA0991
 JA0991_MARKER: DB = BENCH MARK DISK
 JA0991_SETTING: 66 = SET IN ROCK OUTCROP
 JA0991_STAMPING: P 57 1934
 JA0991_MARK LOGO: CGS
 JA0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0991+STABILITY: POSITION/ELEVATION WELL
 JA0991
 JA0991  HISTORY     - Date     Condition        Report By
 JA0991  HISTORY     - 1934     MONUMENTED       CGS
 JA0991  HISTORY     - 1965     GOOD             CGS
 JA0991
 JA0991                          STATION DESCRIPTION
 JA0991
 JA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0991'4.8 MI E FROM WINSLOW.
 JA0991'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0991'OFFICE AT WINSLOW, THENCE 4.25 MILES EAST ALONG THE SOUTHERN RAILWAY,
 JA0991'IN SECTION 1, T 2 S, R 7 W, 0.4 MILE NORTHWEST OF THE HARTWELL
 JA0991'JUNCTION, 57 FEET NORTH AND ACROSS THE TRACK FROM MILEPOST 187,
 JA0991'10 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET VERTICALLY IN THE
 JA0991'SOUTHWEST FACE OF A SANDSTONE ROCK IN A SMALL ROCK CUT, ABOUT
 JA0991'4 FEET ABOVE THE DITCH, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 JA0991'RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0611 ***********************************************************************
 JA0611  DESIGNATION -  P 58
 JA0611  PID         -  JA0611
 JA0611  STATE/COUNTY-  IN/SPENCER
 JA0611  COUNTRY     -  US
 JA0611  USGS QUAD   -  SANTA CLAUS (2019)
 JA0611
 JA0611                         *CURRENT SURVEY CONTROL
 JA0611  ______________________________________________________________________
 JA0611* NAD 83(1986) POSITION- 38 07 19.     (N) 086 59 54.     (W)   SCALED
 JA0611* NAVD 88 ORTHO HEIGHT -   133.545 (meters)      438.14  (feet) POSTED
 JA0611  ______________________________________________________________________
 JA0611  GEOID HEIGHT    -        -31.767 (meters)                     GEOID18
 JA0611  DYNAMIC HEIGHT  -        133.46  (meters)      437.9   (feet) COMP
 JA0611  MODELED GRAVITY -    979,960.1   (mgal)                       NAVD 88
 JA0611
 JA0611  VERT ORDER      -  * POSTED, SEE BELOW
 JA0611
 JA0611.The horizontal coordinates were scaled from a map and have
 JA0611.an estimated accuracy of +/- 6 seconds.
 JA0611
 JA0611.The orthometric height was determined by differential leveling
 JA0611.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0611
 JA0611.* This is a POSTED BENCH MARK height.
 JA0611
 JA0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0611.GEOID18 height accuracy estimate available here.
 JA0611
 JA0611.Click photographs - Photos may exist for this station.
 JA0611
 JA0611.The dynamic height is computed by dividing the NAVD 88
 JA0611.geopotential number by the normal gravity value computed on the
 JA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0611.degrees latitude (g = 980.6199 gals.).
 JA0611
 JA0611.The modeled gravity was interpolated from observed gravity values.
 JA0611
 JA0611;                    North         East    Units  Estimated Accuracy
 JA0611;SPC IN W     -   319,030.      907,450.      MT  (+/- 180 meters Scaled)
 JA0611
 JA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH001193(NAD 83)
 JA0611
 JA0611                          SUPERSEDED SURVEY CONTROL
 JA0611
 JA0611  NGVD 29 (??/??/92)  133.66   (m)          438.5    (f) COMPUTED    2 0
 JA0611
 JA0611.Superseded values are not recommended for survey control.
 JA0611
 JA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0611.See file dsdata.pdf to determine how the superseded data were derived.
 JA0611
 JA0611_MARKER: DB = BENCH MARK DISK
 JA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0611_STAMPING: P 58 1934
 JA0611_MARK LOGO: CGS
 JA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0611+STABILITY: SURFACE MOTION
 JA0611
 JA0611  HISTORY     - Date     Condition        Report By
 JA0611  HISTORY     - 1934     MONUMENTED       CGS
 JA0611  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0611
 JA0611                          STATION DESCRIPTION
 JA0611
 JA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0611'AT LINCOLN CITY.
 JA0611'AT LINCOLN CITY, SPENCER COUNTY, ON THE SOUTHERN RAILWAY, 19
 JA0611'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 0.5
 JA0611'MILE SOUTH OF MILEPOST 34, 43 YARDS NORTH OF THE CENTER OF A
 JA0611'GRAVEL-ROAD CROSSING, 12.3 FEET WEST OF THE WEST RAIL OF A
 JA0611'SIDING, 10.4 FEET SOUTH OF A POLE, AND LEVEL WITH THE TRACK.  A
 JA0611'STANDARD DISK, STAMPED P 58 1934 AND SET IN THE TOP OF A CONCRETE
 JA0611'POST.
 JA0611
 JA0611                          STATION RECOVERY (1965)
 JA0611
 JA0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0611'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1689 ***********************************************************************
 HZ1689  DESIGNATION -  P 60
 HZ1689  PID         -  HZ1689
 HZ1689  STATE/COUNTY-  IN/JACKSON
 HZ1689  COUNTRY     -  US
 HZ1689  USGS QUAD   -  CHESTNUT RIDGE (2019)
 HZ1689
 HZ1689                         *CURRENT SURVEY CONTROL
 HZ1689  ______________________________________________________________________
 HZ1689* NAD 83(1986) POSITION- 38 54 37.     (N) 085 51 49.     (W)   SCALED
 HZ1689* NAVD 88 ORTHO HEIGHT -   171.630 (meters)      563.09  (feet) ADJUSTED
 HZ1689  ______________________________________________________________________
 HZ1689  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 HZ1689  DYNAMIC HEIGHT  -        171.521 (meters)      562.73  (feet) COMP
 HZ1689  MODELED GRAVITY -    979,989.3   (mgal)                       NAVD 88
 HZ1689
 HZ1689  VERT ORDER      -  SECOND    CLASS 0
 HZ1689
 HZ1689.The horizontal coordinates were scaled from a map and have
 HZ1689.an estimated accuracy of +/- 6 seconds.
 HZ1689
 HZ1689.The orthometric height was determined by differential leveling and
 HZ1689.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1689.in June 1991.
 HZ1689
 HZ1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1689.GEOID18 height accuracy estimate available here.
 HZ1689
 HZ1689.Click photographs - Photos may exist for this station.
 HZ1689
 HZ1689.The dynamic height is computed by dividing the NAVD 88
 HZ1689.geopotential number by the normal gravity value computed on the
 HZ1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1689.degrees latitude (g = 980.6199 gals.).
 HZ1689
 HZ1689.The modeled gravity was interpolated from observed gravity values.
 HZ1689
 HZ1689;                    North         East    Units  Estimated Accuracy
 HZ1689;SPC IN E     -   406,560.       82,920.      MT  (+/- 180 meters Scaled)
 HZ1689
 HZ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ985074(NAD 83)
 HZ1689
 HZ1689                          SUPERSEDED SURVEY CONTROL
 HZ1689
 HZ1689  NGVD 29 (??/??/92)  171.753  (m)          563.49   (f) ADJ UNCH    2 0
 HZ1689
 HZ1689.Superseded values are not recommended for survey control.
 HZ1689
 HZ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1689.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1689
 HZ1689_MARKER: DB = BENCH MARK DISK
 HZ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1689_STAMPING: P 60 1934
 HZ1689_MARK LOGO: CGS
 HZ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1689+STABILITY: SURFACE MOTION
 HZ1689
 HZ1689  HISTORY     - Date     Condition        Report By
 HZ1689  HISTORY     - 1934     MONUMENTED       CGS
 HZ1689
 HZ1689                          STATION DESCRIPTION
 HZ1689
 HZ1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1689'3.5 MI S FROM SEYMOUR.
 HZ1689'3.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1689'STATION AT SEYMOUR, JACKSON COUNTY, 0.5 MILE SOUTH OF MILEPOST
 HZ1689'62, AT A DIRT-ROAD CROSSING, 22 FEET WEST OF THE WEST RAIL,
 HZ1689'18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 8 FEET
 HZ1689'SOUTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED P 60
 HZ1689'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0043 ***********************************************************************
 KA0043  DESIGNATION -  P 61
 KA0043  PID         -  KA0043
 KA0043  STATE/COUNTY-  IN/HENDRICKS
 KA0043  COUNTRY     -  US
 KA0043  USGS QUAD   -  PLAINFIELD (2019)
 KA0043
 KA0043                         *CURRENT SURVEY CONTROL
 KA0043  ______________________________________________________________________
 KA0043* NAD 83(1986) POSITION- 39 38 07.46   (N) 086 23 12.47   (W)   HD_HELD1
 KA0043* NAVD 88 ORTHO HEIGHT -   208.575 (meters)      684.30  (feet) ADJUSTED
 KA0043  ______________________________________________________________________
 KA0043  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 KA0043  DYNAMIC HEIGHT  -        208.463 (meters)      683.93  (feet) COMP
 KA0043  MODELED GRAVITY -    980,085.5   (mgal)                       NAVD 88
 KA0043
 KA0043  VERT ORDER      -  SECOND    CLASS 0
 KA0043
 KA0043.The horizontal coordinates were determined by differentially corrected
 KA0043.hand held GPS observations or other comparable positioning techniques
 KA0043.and have an estimated accuracy of +/- 3 meters.
 KA0043
 KA0043.The orthometric height was determined by differential leveling and
 KA0043.adjusted by the NATIONAL GEODETIC SURVEY
 KA0043.in June 1991.
 KA0043
 KA0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0043.GEOID18 height accuracy estimate available here.
 KA0043
 KA0043.Click photographs - Photos may exist for this station.
 KA0043
 KA0043.The dynamic height is computed by dividing the NAVD 88
 KA0043.geopotential number by the normal gravity value computed on the
 KA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0043.degrees latitude (g = 980.6199 gals.).
 KA0043
 KA0043.The modeled gravity was interpolated from observed gravity values.
 KA0043
 KA0043;                    North         East    Units  Estimated Accuracy
 KA0043;SPC IN W     -   487,269.5     959,793.3     MT  (+/- 3 meters HH1 GPS) 
 KA0043
 KA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5262087471(NAD 83)
 KA0043
 KA0043                          SUPERSEDED SURVEY CONTROL
 KA0043
 KA0043  NGVD 29 (??/??/92)  208.698  (m)          684.70   (f) ADJ UNCH    2 0
 KA0043
 KA0043.Superseded values are not recommended for survey control.
 KA0043
 KA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0043.See file dsdata.pdf to determine how the superseded data were derived.
 KA0043
 KA0043_MARKER: DB = BENCH MARK DISK
 KA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0043_STAMPING: P 61 1946
 KA0043_MARK LOGO: CGS
 KA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0043+STABILITY: SURFACE MOTION
 KA0043
 KA0043  HISTORY     - Date     Condition        Report By
 KA0043  HISTORY     - 1946     MONUMENTED       CGS
 KA0043
 KA0043                          STATION DESCRIPTION
 KA0043
 KA0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0043'2 MI N FROM MOORESVILLE.
 KA0043'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE POST OFFICE
 KA0043'AT MOORESVILLE, 0.3 MILE NORTH OF THE HENDRICKS-MORGAN COUNTY LINE,
 KA0043'AT THE ALBERT MAXWELL FARM, 83 FEET WEST AND ACROSS THE ROAD FROM
 KA0043'THE FIRST SETTLEMENT HISTORIC MONUMENT, 39 FEET WEST OF THE CENTER
 KA0043'LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF THE
 KA0043'ENTRANCE TO THE FARM, 22.5 FEET NORTH OF A GATE POST, 1.5 FEET EAST
 KA0043'OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA0043'A STANDARD DISK, STAMPED P 61 1946 AND SET IN THE TOP OF A CONCRETE
 KA0043'POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0628 ***********************************************************************
 KA0628  DESIGNATION -  P 62
 KA0628  PID         -  KA0628
 KA0628  STATE/COUNTY-  IN/HENDRICKS
 KA0628  COUNTRY     -  US
 KA0628  USGS QUAD   -  COATESVILLE (2019)
 KA0628
 KA0628                         *CURRENT SURVEY CONTROL
 KA0628  ______________________________________________________________________
 KA0628* NAD 83(1986) POSITION- 39 38 12.2    (N) 086 38 25.3    (W)   HD_HELD2
 KA0628* NAVD 88 ORTHO HEIGHT -   235.039 (meters)      771.12  (feet) ADJUSTED
 KA0628  ______________________________________________________________________
 KA0628  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 KA0628  DYNAMIC HEIGHT  -        234.908 (meters)      770.69  (feet) COMP
 KA0628  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 KA0628
 KA0628  VERT ORDER      -  FIRST     CLASS II
 KA0628
 KA0628.The horizontal coordinates were established by autonomous hand held GPS
 KA0628.observations and have an estimated accuracy of +/- 10 meters.
 KA0628
 KA0628.The orthometric height was determined by differential leveling and
 KA0628.adjusted by the NATIONAL GEODETIC SURVEY
 KA0628.in June 1991.
 KA0628
 KA0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0628.GEOID18 height accuracy estimate available here.
 KA0628
 KA0628.Click photographs - Photos may exist for this station.
 KA0628
 KA0628.The dynamic height is computed by dividing the NAVD 88
 KA0628.geopotential number by the normal gravity value computed on the
 KA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0628.degrees latitude (g = 980.6199 gals.).
 KA0628
 KA0628.The modeled gravity was interpolated from observed gravity values.
 KA0628
 KA0628;                    North         East    Units  Estimated Accuracy
 KA0628;SPC IN W     -   487,278.      938,026.      MT  (+/- 10 meters HH2 GPS)
 KA0628
 KA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3086087499(NAD 83)
 KA0628
 KA0628                          SUPERSEDED SURVEY CONTROL
 KA0628
 KA0628  NGVD 29 (??/??/92)  235.128  (m)          771.42   (f) ADJ UNCH    1 2
 KA0628
 KA0628.Superseded values are not recommended for survey control.
 KA0628
 KA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0628.See file dsdata.pdf to determine how the superseded data were derived.
 KA0628
 KA0628_MARKER: DB = BENCH MARK DISK
 KA0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0628_SP_SET: BRIDGE WINGWALL
 KA0628_STAMPING: P 62 1946
 KA0628_MARK LOGO: CGS
 KA0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0628+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2022
 KA0628
 KA0628  HISTORY     - Date     Condition        Report By
 KA0628  HISTORY     - 1946     MONUMENTED       CGS
 KA0628  HISTORY     - 1985     GOOD             NGS
 KA0628  HISTORY     - 20110714 GOOD             GEOCAC
 KA0628  HISTORY     - 20221216 GOOD             INDOT
 KA0628
 KA0628                          STATION DESCRIPTION
 KA0628
 KA0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0628'0.4 MI W FROM STILESVILLE.
 KA0628'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KA0628'STILESVILLE, 0.05 MILE WEST OF THE TRUCKERS HAVEN CAFE AND
 KA0628'SERVICE STATION ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE TOP
 KA0628'OF THE SOUTHWEST END OF NORTHEAST WING WALL OF A CONCRETE BRIDGE,
 KA0628'16 FEET NORTH OF AND ABOUT 5 FEET BELOW THE CENTER LINE OF THE
 KA0628'WEST BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0628'P 62 1946.
 KA0628
 KA0628                          STATION RECOVERY (1985)
 KA0628
 KA0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0628'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.8 KM (8.55
 KA0628'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0628'HIGHWAY 39 IN BELLEVILLE.
 KA0628
 KA0628                          STATION RECOVERY (2011)
 KA0628
 KA0628'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0628'RECOVERED IN GOOD CONDITION.
 KA0628
 KA0628                          STATION RECOVERY (2022)
 KA0628
 KA0628'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (AEW)
 KA0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0696 ***********************************************************************
 KA0696  DESIGNATION -  P 63
 KA0696  PID         -  KA0696
 KA0696  STATE/COUNTY-  IN/MORGAN
 KA0696  COUNTRY     -  US
 KA0696  USGS QUAD   -  EMINENCE (2019)
 KA0696
 KA0696                         *CURRENT SURVEY CONTROL
 KA0696  ______________________________________________________________________
 KA0696* NAD 83(1986) POSITION- 39 33 53.23   (N) 086 37 54.98   (W)   HD_HELD1
 KA0696* NAVD 88 ORTHO HEIGHT -   236.443 (meters)      775.73  (feet) ADJUSTED
 KA0696  ______________________________________________________________________
 KA0696  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KA0696  DYNAMIC HEIGHT  -        236.310 (meters)      775.29  (feet) COMP
 KA0696  MODELED GRAVITY -    980,057.7   (mgal)                       NAVD 88
 KA0696
 KA0696  VERT ORDER      -  SECOND    CLASS 0
 KA0696
 KA0696.The horizontal coordinates were determined by differentially corrected
 KA0696.hand held GPS observations or other comparable positioning techniques
 KA0696.and have an estimated accuracy of +/- 3 meters.
 KA0696
 KA0696.The orthometric height was determined by differential leveling and
 KA0696.adjusted by the NATIONAL GEODETIC SURVEY
 KA0696.in June 1991.
 KA0696
 KA0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0696.GEOID18 height accuracy estimate available here.
 KA0696
 KA0696.Click photographs - Photos may exist for this station.
 KA0696
 KA0696.The dynamic height is computed by dividing the NAVD 88
 KA0696.geopotential number by the normal gravity value computed on the
 KA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0696.degrees latitude (g = 980.6199 gals.).
 KA0696
 KA0696.The modeled gravity was interpolated from observed gravity values.
 KA0696
 KA0696;                    North         East    Units  Estimated Accuracy
 KA0696;SPC IN W     -   479,294.6     938,788.7     MT  (+/- 3 meters HH1 GPS) 
 KA0696
 KA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3161679519(NAD 83)
 KA0696
 KA0696                          SUPERSEDED SURVEY CONTROL
 KA0696
 KA0696  NGVD 29 (??/??/92)  236.559  (m)          776.11   (f) ADJ UNCH    2 0
 KA0696
 KA0696.Superseded values are not recommended for survey control.
 KA0696
 KA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0696.See file dsdata.pdf to determine how the superseded data were derived.
 KA0696
 KA0696_MARKER: DB = BENCH MARK DISK
 KA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0696_STAMPING: P 63 1946
 KA0696_MARK LOGO: CGS
 KA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0696+STABILITY: SURFACE MOTION
 KA0696
 KA0696  HISTORY     - Date     Condition        Report By
 KA0696  HISTORY     - 1946     MONUMENTED       CGS
 KA0696
 KA0696                          STATION DESCRIPTION
 KA0696
 KA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0696'AT LITTLE POINT.
 KA0696'AT LITTLE POINT, 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KA0696'CHARLES BOUNES HOUSE, 64 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 KA0696'FROM THE LITTLE POINT STORE, 29 FEET SOUTH OF AND ABOUT 1 FOOT
 KA0696'ABOVE THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER
 KA0696'LINE OF A DRIVE WAY TO A SMALL HOUSE, 4 FEET EAST OF THE EXTENDED
 KA0696'CENTER LINE OF A PAVED ROAD LEADING NORTH, AND 1.5 FEET NORTH OF
 KA0696'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 63 1946
 KA0696'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA0696'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0546 ***********************************************************************
 KA0546  DESIGNATION -  P 65
 KA0546  PID         -  KA0546
 KA0546  STATE/COUNTY-  IN/MORGAN
 KA0546  COUNTRY     -  US
 KA0546  USGS QUAD   -  PARAGON (2019)
 KA0546
 KA0546                         *CURRENT SURVEY CONTROL
 KA0546  ______________________________________________________________________
 KA0546* NAD 83(1986) POSITION- 39 27 42.     (N) 086 31 51.     (W)   SCALED
 KA0546* NAVD 88 ORTHO HEIGHT -   261.114 (meters)      856.67  (feet) ADJUSTED
 KA0546  ______________________________________________________________________
 KA0546  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 KA0546  DYNAMIC HEIGHT  -        260.966 (meters)      856.19  (feet) COMP
 KA0546  MODELED GRAVITY -    980,051.9   (mgal)                       NAVD 88
 KA0546
 KA0546  VERT ORDER      -  SECOND    CLASS 0
 KA0546
 KA0546.The horizontal coordinates were scaled from a map and have
 KA0546.an estimated accuracy of +/- 6 seconds.
 KA0546
 KA0546.The orthometric height was determined by differential leveling and
 KA0546.adjusted by the NATIONAL GEODETIC SURVEY
 KA0546.in June 1991.
 KA0546
 KA0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0546.GEOID18 height accuracy estimate available here.
 KA0546
 KA0546.Click photographs - Photos may exist for this station.
 KA0546
 KA0546.The dynamic height is computed by dividing the NAVD 88
 KA0546.geopotential number by the normal gravity value computed on the
 KA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0546.degrees latitude (g = 980.6199 gals.).
 KA0546
 KA0546.The modeled gravity was interpolated from observed gravity values.
 KA0546
 KA0546;                    North         East    Units  Estimated Accuracy
 KA0546;SPC IN W     -   467,890.      947,550.      MT  (+/- 180 meters Scaled)
 KA0546
 KA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ403681(NAD 83)
 KA0546
 KA0546                          SUPERSEDED SURVEY CONTROL
 KA0546
 KA0546  NGVD 29 (??/??/92)  261.236  (m)          857.07   (f) ADJ UNCH    2 0
 KA0546
 KA0546.Superseded values are not recommended for survey control.
 KA0546
 KA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0546.See file dsdata.pdf to determine how the superseded data were derived.
 KA0546
 KA0546_MARKER: DB = BENCH MARK DISK
 KA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0546_STAMPING: P 65 1946
 KA0546_MARK LOGO: CGS
 KA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0546+STABILITY: SURFACE MOTION
 KA0546
 KA0546  HISTORY     - Date     Condition        Report By
 KA0546  HISTORY     - 1946     MONUMENTED       CGS
 KA0546
 KA0546                          STATION DESCRIPTION
 KA0546
 KA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0546'3.2 MI SE FROM WAKELAND.
 KA0546'3.15 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO MARTINSVILLE
 KA0546'FROM THE CROSS ROADS AT WAKELAND, 34 FEET SOUTHWEST OF THE
 KA0546'SOUTHWEST CORNER OF AN ABANDONED FARM HOUSE ON THE NORTH SIDE OF
 KA0546'THE ROAD AT THE H.W. GOSSARD FARM, 21 FEET NORTH OF THE CENTER LINE
 KA0546'OF THE ROAD, 14 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY
 KA0546'LEADING TO THE HOUSE, 3.5 FEET NORTH OF A FENCE LINE, 1 1/2 FEET
 KA0546'EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT ABOVE ROAD
 KA0546'LEVEL.  A STANDARD DISK, STAMPED P 65 1946 AND SET IN THE TOP
 KA0546'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0038 ***********************************************************************
 JA0038  DESIGNATION -  P 65 TT 65 BRWE
 JA0038  PID         -  JA0038
 JA0038  STATE/COUNTY-  IN/LAWRENCE
 JA0038  COUNTRY     -  US
 JA0038  USGS QUAD   -  TUNNELTON (2019)
 JA0038
 JA0038                         *CURRENT SURVEY CONTROL
 JA0038  ______________________________________________________________________
 JA0038* NAD 83(1986) POSITION- 38 46 28.     (N) 086 21 29.     (W)   SCALED
 JA0038* NAVD 88 ORTHO HEIGHT -   157.927 (meters)      518.13  (feet) ADJUSTED
 JA0038  ______________________________________________________________________
 JA0038  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 JA0038  DYNAMIC HEIGHT  -        157.827 (meters)      517.80  (feet) COMP
 JA0038  MODELED GRAVITY -    979,990.0   (mgal)                       NAVD 88
 JA0038
 JA0038  VERT ORDER      -  FIRST     CLASS II
 JA0038
 JA0038.The horizontal coordinates were scaled from a map and have
 JA0038.an estimated accuracy of +/- 6 seconds.
 JA0038
 JA0038.The orthometric height was determined by differential leveling and
 JA0038.adjusted by the NATIONAL GEODETIC SURVEY
 JA0038.in June 1991.
 JA0038
 JA0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0038.GEOID18 height accuracy estimate available here.
 JA0038
 JA0038.Click photographs - Photos may exist for this station.
 JA0038
 JA0038.The dynamic height is computed by dividing the NAVD 88
 JA0038.geopotential number by the normal gravity value computed on the
 JA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0038.degrees latitude (g = 980.6199 gals.).
 JA0038
 JA0038.The modeled gravity was interpolated from observed gravity values.
 JA0038
 JA0038;                    North         East    Units  Estimated Accuracy
 JA0038;SPC IN W     -   391,710.      963,030.      MT  (+/- 180 meters Scaled)
 JA0038
 JA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH557919(NAD 83)
 JA0038
 JA0038                          SUPERSEDED SURVEY CONTROL
 JA0038
 JA0038  NGVD 29 (??/??/92)  158.05   (m)          518.5    (f) COMPUTED    1 2
 JA0038
 JA0038.Superseded values are not recommended for survey control.
 JA0038
 JA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0038.See file dsdata.pdf to determine how the superseded data were derived.
 JA0038
 JA0038_MARKER: DB = BENCH MARK DISK
 JA0038_SETTING: 66 = SET IN ROCK OUTCROP
 JA0038_STAMPING: P 65 TT 65
 JA0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0038+STABILITY: POSITION/ELEVATION WELL
 JA0038
 JA0038  HISTORY     - Date     Condition        Report By
 JA0038  HISTORY     - UNK      MONUMENTED       BRWE
 JA0038  HISTORY     - 1964     GOOD             CGS
 JA0038  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0038
 JA0038                          STATION DESCRIPTION
 JA0038
 JA0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0038'0.9 MI W FROM TUNNELTON.
 JA0038'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0038'TUNNELTON, LAWRENCE COUNTY, ABOUT 900 FEET WEST OF A LANE
 JA0038'CROSSING, AT THE EAST END OF A CURVE, 15 FEET NORTH OF THE
 JA0038'CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK OUTCROP.  A
 JA0038'BROCK AND WEYMOUTH STANDARD DISK, STAMPED P 65 TT 65.
 JA0038
 JA0038                          STATION RECOVERY (2023)
 JA0038
 JA0038'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1074 ***********************************************************************
 KA1074  DESIGNATION -  P 66
 KA1074  PID         -  KA1074
 KA1074  STATE/COUNTY-  IN/VIGO
 KA1074  COUNTRY     -  US
 KA1074  USGS QUAD   -  SEELYVILLE (2019)
 KA1074
 KA1074                         *CURRENT SURVEY CONTROL
 KA1074  ______________________________________________________________________
 KA1074* NAD 83(1986) POSITION- 39 28 24.42   (N) 087 21 54.30   (W)   HD_HELD1
 KA1074* NAVD 88 ORTHO HEIGHT -   153.786 (meters)      504.55  (feet) ADJUSTED
 KA1074  ______________________________________________________________________
 KA1074  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KA1074  DYNAMIC HEIGHT  -        153.699 (meters)      504.26  (feet) COMP
 KA1074  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 KA1074
 KA1074  VERT ORDER      -  FIRST     CLASS II
 KA1074
 KA1074.The horizontal coordinates were determined by differentially corrected
 KA1074.hand held GPS observations or other comparable positioning techniques
 KA1074.and have an estimated accuracy of +/- 3 meters.
 KA1074
 KA1074.The orthometric height was determined by differential leveling and
 KA1074.adjusted by the NATIONAL GEODETIC SURVEY
 KA1074.in June 1991.
 KA1074
 KA1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1074.GEOID18 height accuracy estimate available here.
 KA1074
 KA1074.Click photographs - Photos may exist for this station.
 KA1074
 KA1074.The dynamic height is computed by dividing the NAVD 88
 KA1074.geopotential number by the normal gravity value computed on the
 KA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1074.degrees latitude (g = 980.6199 gals.).
 KA1074
 KA1074.The modeled gravity was interpolated from observed gravity values.
 KA1074
 KA1074;                    North         East    Units  Estimated Accuracy
 KA1074;SPC IN W     -   469,094.9     875,757.3     MT  (+/- 3 meters HH1 GPS) 
 KA1074
 KA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6859869381(NAD 83)
 KA1074
 KA1074                          SUPERSEDED SURVEY CONTROL
 KA1074
 KA1074  NGVD 29 (??/??/92)  153.900  (m)          504.92   (f) ADJ UNCH    1 2
 KA1074
 KA1074.Superseded values are not recommended for survey control.
 KA1074
 KA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1074.See file dsdata.pdf to determine how the superseded data were derived.
 KA1074
 KA1074_MARKER: DB = BENCH MARK DISK
 KA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1074_STAMPING: P 66 1946
 KA1074_MARK LOGO: CGS
 KA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1074+STABILITY: SURFACE MOTION
 KA1074
 KA1074  HISTORY     - Date     Condition        Report By
 KA1074  HISTORY     - 1946     MONUMENTED       CGS
 KA1074  HISTORY     - 1985     GOOD             NGS
 KA1074  HISTORY     - 19900428 GOOD             USPSQD
 KA1074  HISTORY     - 20161019 MARK NOT FOUND   PICI
 KA1074
 KA1074                          STATION DESCRIPTION
 KA1074
 KA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1074'AT TERRE HAUTE.
 KA1074'AT TERRE HAUTE, ABOUT 2.7 MILES EAST ALONG WABASH AVENUE (U.S.
 KA1074'HIGHWAY 40) FROM THE COURT HOUSE, AT THE SOUTHEAST CORNER OF THE
 KA1074'MEMORIAL STADIUM GROUNDS, 82 FEET NORTH OF AND ABOUT LEVEL WITH
 KA1074'THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF 34TH STREET, 30.5
 KA1074'FEET NORTHEAST OF A SIGNL MEMORIAL STADIUM, AT THE EAST END OF A
 KA1074'CIRCULAR HEDGE AROUND A SIGN, AND 2 FEET WEST OF A WHITE WOODEN
 KA1074'WITNESS POST.  A STANDARD DISK, STAMPED P 66 1946 AND SET IN THE
 KA1074'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1074
 KA1074                          STATION RECOVERY (1985)
 KA1074
 KA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1074'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.8 M
 KA1074'(2.6 FT) SOUTH OF A 30-INCH OAK TREE, AND 0.5 M (1.6 FT) WEST OF A
 KA1074'CABLE FENCE.
 KA1074
 KA1074                          STATION RECOVERY (1990)
 KA1074
 KA1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1074'RECOVERED IN GOOD CONDITION.
 KA1074
 KA1074                          STATION RECOVERY (2016)
 KA1074
 KA1074'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2016 (ER)
 KA1074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0509 ***********************************************************************
 KA0509  DESIGNATION -  P 67
 KA0509  PID         -  KA0509
 KA0509  STATE/COUNTY-  IN/OWEN
 KA0509  COUNTRY     -  US
 KA0509  USGS QUAD   -  PATRICKSBURG (2019)
 KA0509
 KA0509                         *CURRENT SURVEY CONTROL
 KA0509  ______________________________________________________________________
 KA0509* NAD 83(1986) POSITION- 39 18 04.     (N) 086 58 30.     (W)   SCALED
 KA0509* NAVD 88 ORTHO HEIGHT -   179.142 (meters)      587.74  (feet) ADJUSTED
 KA0509  ______________________________________________________________________
 KA0509  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA0509  DYNAMIC HEIGHT  -        179.037 (meters)      587.39  (feet) COMP
 KA0509  MODELED GRAVITY -    980,037.2   (mgal)                       NAVD 88
 KA0509
 KA0509  VERT ORDER      -  SECOND    CLASS 0
 KA0509
 KA0509.The horizontal coordinates were scaled from a map and have
 KA0509.an estimated accuracy of +/- 6 seconds.
 KA0509
 KA0509.The orthometric height was determined by differential leveling and
 KA0509.adjusted by the NATIONAL GEODETIC SURVEY
 KA0509.in June 1991.
 KA0509
 KA0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0509.GEOID18 height accuracy estimate available here.
 KA0509
 KA0509.Click photographs - Photos may exist for this station.
 KA0509
 KA0509.The dynamic height is computed by dividing the NAVD 88
 KA0509.geopotential number by the normal gravity value computed on the
 KA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0509.degrees latitude (g = 980.6199 gals.).
 KA0509
 KA0509.The modeled gravity was interpolated from observed gravity values.
 KA0509
 KA0509;                    North         East    Units  Estimated Accuracy
 KA0509;SPC IN W     -   449,930.      909,340.      MT  (+/- 180 meters Scaled)
 KA0509
 KA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ021501(NAD 83)
 KA0509
 KA0509                          SUPERSEDED SURVEY CONTROL
 KA0509
 KA0509  NGVD 29 (??/??/92)  179.260  (m)          588.12   (f) ADJ UNCH    2 0
 KA0509
 KA0509.Superseded values are not recommended for survey control.
 KA0509
 KA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0509.See file dsdata.pdf to determine how the superseded data were derived.
 KA0509
 KA0509_MARKER: DB = BENCH MARK DISK
 KA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0509_STAMPING: P 67 1946
 KA0509_MARK LOGO: CGS
 KA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0509+STABILITY: SURFACE MOTION
 KA0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0509+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 KA0509
 KA0509  HISTORY     - Date     Condition        Report By
 KA0509  HISTORY     - 1946     MONUMENTED       CGS
 KA0509  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA0509  HISTORY     - 20080404 GOOD             INDIV
 KA0509
 KA0509                          STATION DESCRIPTION
 KA0509
 KA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0509'1.8 MI SW FROM PATRICKSBURG.
 KA0509'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA0509'AT PATRICKSBURG, 176 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 KA0509'FARM ROAD LEADING WEST, 157 FEET SOUTH OF THE CENTER OF THE WEST
 KA0509'HEAD WALL OF A SMALL STONE CULVERT, 25 FEET WEST OF AND ABOUT
 KA0509'3 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 17.5 FEET SOUTH OF
 KA0509'A 16 INCH BLACK WALNUT TREE, 17 FEET NORTH OF A DRAINAGE DITCH.
 KA0509'A STANDARD DISK, STAMPED P 67 1945 AND SET IN THE TOP OF A
 KA0509'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0509
 KA0509                          STATION RECOVERY (2006)
 KA0509
 KA0509'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0509'MARK NOT FOUND.
 KA0509
 KA0509                          STATION RECOVERY (2008)
 KA0509
 KA0509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (EDD)
 KA0509'BLACK WALNUT TREE HAS BLOWN DOWN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0030 ***********************************************************************
 JA0030  DESIGNATION -  P 67 TT 67 BRWE
 JA0030  PID         -  JA0030
 JA0030  STATE/COUNTY-  IN/LAWRENCE
 JA0030  COUNTRY     -  US
 JA0030  USGS QUAD   -  TUNNELTON (2019)
 JA0030
 JA0030                         *CURRENT SURVEY CONTROL
 JA0030  ______________________________________________________________________
 JA0030* NAD 83(1986) POSITION- 38 45 59.4    (N) 086 17 51.5    (W)   HD_HELD2
 JA0030* NAVD 88 ORTHO HEIGHT -   160.667 (meters)      527.12  (feet) ADJUSTED
 JA0030  ______________________________________________________________________
 JA0030  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 JA0030  DYNAMIC HEIGHT  -        160.565 (meters)      526.79  (feet) COMP
 JA0030  MODELED GRAVITY -    979,995.7   (mgal)                       NAVD 88
 JA0030
 JA0030  VERT ORDER      -  FIRST     CLASS II
 JA0030
 JA0030.The horizontal coordinates were established by autonomous hand held GPS
 JA0030.observations and have an estimated accuracy of +/- 10 meters.
 JA0030
 JA0030.The orthometric height was determined by differential leveling and
 JA0030.adjusted by the NATIONAL GEODETIC SURVEY
 JA0030.in June 1991.
 JA0030
 JA0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0030.GEOID18 height accuracy estimate available here.
 JA0030
 JA0030.Click photographs - Photos may exist for this station.
 JA0030
 JA0030.The dynamic height is computed by dividing the NAVD 88
 JA0030.geopotential number by the normal gravity value computed on the
 JA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0030.degrees latitude (g = 980.6199 gals.).
 JA0030
 JA0030.The modeled gravity was interpolated from observed gravity values.
 JA0030
 JA0030;                    North         East    Units  Estimated Accuracy
 JA0030;SPC IN W     -   390,869.      968,283.      MT  (+/- 10 meters HH2 GPS)
 JA0030
 JA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6101891099(NAD 83)
 JA0030
 JA0030                          SUPERSEDED SURVEY CONTROL
 JA0030
 JA0030  NGVD 29 (??/??/92)  160.790  (m)          527.53   (f) ADJ UNCH    1 2
 JA0030
 JA0030.Superseded values are not recommended for survey control.
 JA0030
 JA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0030.See file dsdata.pdf to determine how the superseded data were derived.
 JA0030
 JA0030_MARKER: DD = SURVEY DISK
 JA0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0030_SP_SET: UNDERPASS
 JA0030_STAMPING: P 67 TT 67
 JA0030_MARK LOGO: BRWE
 JA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0030+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 JA0030
 JA0030  HISTORY     - Date     Condition        Report By
 JA0030  HISTORY     - UNK      MONUMENTED       BRWE
 JA0030  HISTORY     - 1934     GOOD             CGS
 JA0030  HISTORY     - 20230811 GOOD             INDIV
 JA0030  HISTORY     - 20231002 GOOD             INDOT
 JA0030
 JA0030                          STATION DESCRIPTION
 JA0030
 JA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0030'0.8 MI W FROM FORT RITNER.
 JA0030'0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM FORT
 JA0030'RITNER, LAWRENCE COUNTY, AT A COUNTY-ROAD UNDERPASS, AND IN THE
 JA0030'TOP OF THE SOUTHWEST WING WALL.  A BROCK AND WEYMOUTH STANDARD
 JA0030'DISK, STAMPED P 67 TT 67.
 JA0030
 JA0030                          STATION RECOVERY (2023)
 JA0030
 JA0030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA0030'RECOVERED IN GOOD CONDITION.
 JA0030
 JA0030                          STATION RECOVERY (2023)
 JA0030
 JA0030'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1140 ***********************************************************************
 KA1140  DESIGNATION -  P 68
 KA1140  PID         -  KA1140
 KA1140  STATE/COUNTY-  IN/CLAY
 KA1140  COUNTRY     -  US
 KA1140  USGS QUAD   -  CENTER POINT (2019)
 KA1140
 KA1140                         *CURRENT SURVEY CONTROL
 KA1140  ______________________________________________________________________
 KA1140* NAD 83(1986) POSITION- 39 23 49.     (N) 087 06 21.     (W)   SCALED
 KA1140* NAVD 88 ORTHO HEIGHT -   188.121 (meters)      617.19  (feet) ADJUSTED
 KA1140  ______________________________________________________________________
 KA1140  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KA1140  DYNAMIC HEIGHT  -        188.013 (meters)      616.84  (feet) COMP
 KA1140  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA1140
 KA1140  VERT ORDER      -  FIRST     CLASS II
 KA1140
 KA1140.The horizontal coordinates were scaled from a map and have
 KA1140.an estimated accuracy of +/- 6 seconds.
 KA1140
 KA1140.The orthometric height was determined by differential leveling and
 KA1140.adjusted by the NATIONAL GEODETIC SURVEY
 KA1140.in June 1991.
 KA1140
 KA1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1140.GEOID18 height accuracy estimate available here.
 KA1140
 KA1140.Click photographs - Photos may exist for this station.
 KA1140
 KA1140.The dynamic height is computed by dividing the NAVD 88
 KA1140.geopotential number by the normal gravity value computed on the
 KA1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1140.degrees latitude (g = 980.6199 gals.).
 KA1140
 KA1140.The modeled gravity was interpolated from observed gravity values.
 KA1140
 KA1140;                    North         East    Units  Estimated Accuracy
 KA1140;SPC IN W     -   460,560.      898,060.      MT  (+/- 180 meters Scaled)
 KA1140
 KA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908608(NAD 83)
 KA1140
 KA1140                          SUPERSEDED SURVEY CONTROL
 KA1140
 KA1140  NGVD 29 (??/??/92)  188.198  (m)          617.45   (f) ADJ UNCH    1 2
 KA1140
 KA1140.Superseded values are not recommended for survey control.
 KA1140
 KA1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1140.See file dsdata.pdf to determine how the superseded data were derived.
 KA1140
 KA1140_MARKER: DB = BENCH MARK DISK
 KA1140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1140_SP_SET: HEADWALL
 KA1140_STAMPING: P 68 1946
 KA1140_MARK LOGO: CGS
 KA1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1140+STABILITY: SURFACE MOTION
 KA1140
 KA1140  HISTORY     - Date     Condition        Report By
 KA1140  HISTORY     - 1946     MONUMENTED       CGS
 KA1140  HISTORY     - 1985     GOOD             NGS
 KA1140
 KA1140                          STATION DESCRIPTION
 KA1140
 KA1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1140'AT ASHBORO.
 KA1140'AT ASHBORO, 0.1 MILE SOUTH OF THE METHODIST CHURCH, SET IN THE
 KA1140'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF AN 18 INCH
 KA1140'TILE CULVERT, 31 FEET WEST OF AND ABOUT 2.5 FEET LOWER THAN THE
 KA1140'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 68 1946.
 KA1140
 KA1140                          STATION RECOVERY (1985)
 KA1140
 KA1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0026 ***********************************************************************
 JA0026  DESIGNATION -  P 68 TT 69 BRWE
 JA0026  PID         -  JA0026
 JA0026  STATE/COUNTY-  IN/JACKSON
 JA0026  COUNTRY     -  US
 JA0026  USGS QUAD   -  TUNNELTON (2019)
 JA0026
 JA0026                         *CURRENT SURVEY CONTROL
 JA0026  ______________________________________________________________________
 JA0026* NAD 83(1986) POSITION- 38 46 20.     (N) 086 16 04.     (W)   SCALED
 JA0026* NAVD 88 ORTHO HEIGHT -   158.086 (meters)      518.65  (feet) ADJUSTED
 JA0026  ______________________________________________________________________
 JA0026  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 JA0026  DYNAMIC HEIGHT  -        157.986 (meters)      518.33  (feet) COMP
 JA0026  MODELED GRAVITY -    979,989.5   (mgal)                       NAVD 88
 JA0026
 JA0026  VERT ORDER      -  FIRST     CLASS II
 JA0026
 JA0026.The horizontal coordinates were scaled from a map and have
 JA0026.an estimated accuracy of +/- 6 seconds.
 JA0026
 JA0026.The orthometric height was determined by differential leveling and
 JA0026.adjusted by the NATIONAL GEODETIC SURVEY
 JA0026.in June 1991.
 JA0026
 JA0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0026.GEOID18 height accuracy estimate available here.
 JA0026
 JA0026.Click photographs - Photos may exist for this station.
 JA0026
 JA0026.The dynamic height is computed by dividing the NAVD 88
 JA0026.geopotential number by the normal gravity value computed on the
 JA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0026.degrees latitude (g = 980.6199 gals.).
 JA0026
 JA0026.The modeled gravity was interpolated from observed gravity values.
 JA0026
 JA0026;                    North         East    Units  Estimated Accuracy
 JA0026;SPC IN E     -   391,380.       47,760.      MT  (+/- 180 meters Scaled)
 JA0026
 JA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH636917(NAD 83)
 JA0026
 JA0026                          SUPERSEDED SURVEY CONTROL
 JA0026
 JA0026  NGVD 29 (??/??/92)  158.210  (m)          519.06   (f) ADJ UNCH    1 2
 JA0026
 JA0026.Superseded values are not recommended for survey control.
 JA0026
 JA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0026.See file dsdata.pdf to determine how the superseded data were derived.
 JA0026
 JA0026_MARKER: DD = SURVEY DISK
 JA0026_SETTING: 66 = SET IN ROCK OUTCROP
 JA0026_STAMPING: P 68 TT 68
 JA0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0026+STABILITY: POSITION/ELEVATION WELL
 JA0026
 JA0026  HISTORY     - Date     Condition        Report By
 JA0026  HISTORY     - UNK      MONUMENTED       BRWE
 JA0026  HISTORY     - 1934     GOOD             CGS
 JA0026  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0026
 JA0026                          STATION DESCRIPTION
 JA0026
 JA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0026'0.9 MI E FROM FORT RITNER.
 JA0026'IN JACKSON COUNTY, 0.9 MILE EAST ALONG THE BALTIMORE AND OHIO
 JA0026'RAILROAD FROM FORT RITNER, LAWRENCE COUNTY, 716 FEET WEST OF
 JA0026'A PRIVATE-ROAD CROSSING, OPPOSITE POLE 112/37, ON THE NORTH SIDE
 JA0026'OF THE TRACK, AND IN A LARGE ROCK OUTCROP.  A BROCK AND WEYMOUTH
 JA0026'STANDARD DISK, STAMPED P 68 TT 68.
 JA0026
 JA0026                          STATION RECOVERY (2023)
 JA0026
 JA0026'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0500 ***********************************************************************
 KA0500  DESIGNATION -  P 69
 KA0500  PID         -  KA0500
 KA0500  STATE/COUNTY-  IN/OWEN
 KA0500  COUNTRY     -  US
 KA0500  USGS QUAD   -  POLAND (2019)
 KA0500
 KA0500                         *CURRENT SURVEY CONTROL
 KA0500  ______________________________________________________________________
 KA0500* NAD 83(1986) POSITION- 39 26 53.     (N) 086 54 32.     (W)   SCALED
 KA0500* NAVD 88 ORTHO HEIGHT -   210.098 (meters)      689.30  (feet) ADJUSTED
 KA0500  ______________________________________________________________________
 KA0500  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KA0500  DYNAMIC HEIGHT  -        209.977 (meters)      688.90  (feet) COMP
 KA0500  MODELED GRAVITY -    980,047.3   (mgal)                       NAVD 88
 KA0500
 KA0500  VERT ORDER      -  SECOND    CLASS 0
 KA0500
 KA0500.The horizontal coordinates were scaled from a map and have
 KA0500.an estimated accuracy of +/- 6 seconds.
 KA0500
 KA0500.The orthometric height was determined by differential leveling and
 KA0500.adjusted by the NATIONAL GEODETIC SURVEY
 KA0500.in June 1991.
 KA0500
 KA0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0500.GEOID18 height accuracy estimate available here.
 KA0500
 KA0500.Click photographs - Photos may exist for this station.
 KA0500
 KA0500.The dynamic height is computed by dividing the NAVD 88
 KA0500.geopotential number by the normal gravity value computed on the
 KA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0500.degrees latitude (g = 980.6199 gals.).
 KA0500
 KA0500.The modeled gravity was interpolated from observed gravity values.
 KA0500
 KA0500;                    North         East    Units  Estimated Accuracy
 KA0500;SPC IN W     -   466,250.      915,020.      MT  (+/- 180 meters Scaled)
 KA0500
 KA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ078665(NAD 83)
 KA0500
 KA0500                          SUPERSEDED SURVEY CONTROL
 KA0500
 KA0500  NGVD 29 (??/??/92)  210.216  (m)          689.68   (f) ADJ UNCH    2 0
 KA0500
 KA0500.Superseded values are not recommended for survey control.
 KA0500
 KA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0500.See file dsdata.pdf to determine how the superseded data were derived.
 KA0500
 KA0500_MARKER: DB = BENCH MARK DISK
 KA0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0500_STAMPING: P 69 1946
 KA0500_MARK LOGO: CGS
 KA0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0500+STABILITY: SURFACE MOTION
 KA0500
 KA0500  HISTORY     - Date     Condition        Report By
 KA0500  HISTORY     - 1946     MONUMENTED       CGS
 KA0500
 KA0500                          STATION DESCRIPTION
 KA0500
 KA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0500'2.2 MI E FROM POLAND.
 KA0500'2.2 MILES EAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0500'POLAND, AT THE JUNCTION OF A ROAD LEADING SOUTH TO JORDAN, 44
 KA0500'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0500'HIGHWAY, 43 FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE
 KA0500'OF THE ROAD LEADING TO JORDAN, 13 FEET NORTHEAST OF A TRIANGULAR
 KA0500'BLAZED 18 INCH TREE, AND 2 FEET FROM A WHITE WOODEN WITNESS
 KA0500'POST.  A STANDARD DISK, STAMPED P 69 1946 AND SET IN THE TOP
 KA0500'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0021 ***********************************************************************
 JA0021  DESIGNATION -  P 69 TT 60 BRWE
 JA0021  PID         -  JA0021
 JA0021  STATE/COUNTY-  IN/JACKSON
 JA0021  COUNTRY     -  US
 JA0021  USGS QUAD   -  MEDORA (2019)
 JA0021
 JA0021                         *CURRENT SURVEY CONTROL
 JA0021  ______________________________________________________________________
 JA0021* NAD 83(1986) POSITION- 38 46 40.8    (N) 086 13 39.6    (W)   HD_HELD2
 JA0021* NAVD 88 ORTHO HEIGHT -   159.769 (meters)      524.18  (feet) ADJUSTED
 JA0021  ______________________________________________________________________
 JA0021  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 JA0021  DYNAMIC HEIGHT  -        159.667 (meters)      523.84  (feet) COMP
 JA0021  MODELED GRAVITY -    979,983.4   (mgal)                       NAVD 88
 JA0021
 JA0021  VERT ORDER      -  FIRST     CLASS II
 JA0021
 JA0021.The horizontal coordinates were established by autonomous hand held GPS
 JA0021.observations and have an estimated accuracy of +/- 10 meters.
 JA0021
 JA0021.The orthometric height was determined by differential leveling and
 JA0021.adjusted by the NATIONAL GEODETIC SURVEY
 JA0021.in June 1991.
 JA0021
 JA0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0021.GEOID18 height accuracy estimate available here.
 JA0021
 JA0021.Click photographs - Photos may exist for this station.
 JA0021
 JA0021.The dynamic height is computed by dividing the NAVD 88
 JA0021.geopotential number by the normal gravity value computed on the
 JA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0021.degrees latitude (g = 980.6199 gals.).
 JA0021
 JA0021.The modeled gravity was interpolated from observed gravity values.
 JA0021
 JA0021;                    North         East    Units  Estimated Accuracy
 JA0021;SPC IN E     -   392,002.       51,253.      MT  (+/- 10 meters HH2 GPS)
 JA0021
 JA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6708692424(NAD 83)
 JA0021
 JA0021                          SUPERSEDED SURVEY CONTROL
 JA0021
 JA0021  NGVD 29 (??/??/92)  159.892  (m)          524.58   (f) ADJ UNCH    1 2
 JA0021
 JA0021.Superseded values are not recommended for survey control.
 JA0021
 JA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0021.See file dsdata.pdf to determine how the superseded data were derived.
 JA0021
 JA0021_MARKER: DD = SURVEY DISK
 JA0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0021_SP_SET: BRIDGE
 JA0021_STAMPING: P 69 TT
 JA0021_MARK LOGO: BRWE
 JA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0021+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2023
 JA0021
 JA0021  HISTORY     - Date     Condition        Report By
 JA0021  HISTORY     - UNK      MONUMENTED       BRWE
 JA0021  HISTORY     - 1934     GOOD             CGS
 JA0021  HISTORY     - 20230811 GOOD             INDIV
 JA0021
 JA0021                          STATION DESCRIPTION
 JA0021
 JA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0021'0.6 MI E FROM SPARKSVILLE.
 JA0021'0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0021'SPARKSVILLE, JACKSON COUNTY, AT AN IRON WAGON BRIDGE OVER WHITE
 JA0021'RIVER, AND IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT.  A
 JA0021'BROCK AND WEYMOUTH STANDARD DISK, STAMPED P 69 TT 69.
 JA0021
 JA0021                          STATION RECOVERY (2023)
 JA0021
 JA0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KAW)
 JA0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0254 ***********************************************************************
 ME0254  DESIGNATION -  P 7
 ME0254  PID         -  ME0254
 ME0254  STATE/COUNTY-  IN/MARSHALL
 ME0254  COUNTRY     -  US
 ME0254  USGS QUAD   -  INWOOD (2019)
 ME0254
 ME0254                         *CURRENT SURVEY CONTROL
 ME0254  ______________________________________________________________________
 ME0254* NAD 83(1986) POSITION- 41 19 21.     (N) 086 13 51.     (W)   SCALED
 ME0254* NAVD 88 ORTHO HEIGHT -   252.044 (meters)      826.91  (feet) ADJUSTED
 ME0254  ______________________________________________________________________
 ME0254  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 ME0254  DYNAMIC HEIGHT  -        251.937 (meters)      826.56  (feet) COMP
 ME0254  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 ME0254
 ME0254  VERT ORDER      -  FIRST     CLASS I
 ME0254
 ME0254.The horizontal coordinates were scaled from a map and have
 ME0254.an estimated accuracy of +/- 6 seconds.
 ME0254
 ME0254.The orthometric height was determined by differential leveling and
 ME0254.adjusted by the NATIONAL GEODETIC SURVEY
 ME0254.in June 1991.
 ME0254
 ME0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0254.GEOID18 height accuracy estimate available here.
 ME0254
 ME0254.Click photographs - Photos may exist for this station.
 ME0254
 ME0254.The dynamic height is computed by dividing the NAVD 88
 ME0254.geopotential number by the normal gravity value computed on the
 ME0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0254.degrees latitude (g = 980.6199 gals.).
 ME0254
 ME0254.The modeled gravity was interpolated from observed gravity values.
 ME0254
 ME0254;                    North         East    Units  Estimated Accuracy
 ME0254;SPC IN E     -   674,530.       52,770.      MT  (+/- 180 meters Scaled)
 ME0254
 ME0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL643748(NAD 83)
 ME0254
 ME0254                          SUPERSEDED SURVEY CONTROL
 ME0254
 ME0254  NGVD 29 (??/??/92)  252.166  (m)          827.31   (f) ADJ UNCH    1 1
 ME0254
 ME0254.Superseded values are not recommended for survey control.
 ME0254
 ME0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0254.See file dsdata.pdf to determine how the superseded data were derived.
 ME0254
 ME0254_MARKER: X = CHISELED CROSS
 ME0254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0254_SP_SET: CULVERT HEADWALL
 ME0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0254+STABILITY: SURFACE MOTION
 ME0254
 ME0254  HISTORY     - Date     Condition        Report By
 ME0254  HISTORY     - 1916     MONUMENTED       CGS
 ME0254  HISTORY     - 1968     GOOD             CGS
 ME0254  HISTORY     - 1983     GOOD             USPSQD
 ME0254  HISTORY     - 1990     GOOD             USPSQD
 ME0254
 ME0254                          STATION DESCRIPTION
 ME0254
 ME0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0254'1.7 MI W FROM INWOOD.
 ME0254'ABOUT 1.7 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0254'CROSSING OF THE HAWTHORN ROAD AT INWOOD, ABOUT 0.5 MILE WEST OF
 ME0254'MILEPOST 379, THE CENTER OF A 2 1/2 INCH CHISELED CROSS ON THE
 ME0254'TOP OF THE NORTHEAST CORNER OF THE NORTH HEAD WALL OF A 10-FOOT
 ME0254'STONE ARCHED CULVERT OVER CREWS DITCH, 16.8 FEET NORTH OF THE
 ME0254'NORTH RAIL OF THE WESTBOUND TRACK AND 6 FEET BELOW THE LEVEL OF
 ME0254'THE TRACK.  NOTE-- BENCH MARK K 334 1968 WAS ESTABLISHED ACROSS
 ME0254'THE TRACK FROM THIS MARK.  SEC 12, T 33 N, R 2 E.
 ME0254
 ME0254                          STATION RECOVERY (1983)
 ME0254
 ME0254'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0254'RECOVERED IN GOOD CONDITION.
 ME0254
 ME0254                          STATION RECOVERY (1990)
 ME0254
 ME0254'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0713 ***********************************************************************
 KA0713  DESIGNATION -  P 70
 KA0713  PID         -  KA0713
 KA0713  STATE/COUNTY-  IN/PUTNAM
 KA0713  COUNTRY     -  US
 KA0713  USGS QUAD   -  REELSVILLE (2019)
 KA0713
 KA0713                         *CURRENT SURVEY CONTROL
 KA0713  ______________________________________________________________________
 KA0713* NAD 83(1986) POSITION- 39 30 34.69   (N) 086 57 13.07   (W)   HD_HELD1
 KA0713* NAVD 88 ORTHO HEIGHT -   181.441 (meters)      595.28  (feet) ADJUSTED
 KA0713  ______________________________________________________________________
 KA0713  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KA0713  DYNAMIC HEIGHT  -        181.337 (meters)      594.94  (feet) COMP
 KA0713  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 KA0713
 KA0713  VERT ORDER      -  SECOND    CLASS 0
 KA0713
 KA0713.The horizontal coordinates were determined by differentially corrected
 KA0713.hand held GPS observations or other comparable positioning techniques
 KA0713.and have an estimated accuracy of +/- 3 meters.
 KA0713
 KA0713.The orthometric height was determined by differential leveling and
 KA0713.adjusted by the NATIONAL GEODETIC SURVEY
 KA0713.in June 1991.
 KA0713
 KA0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0713.GEOID18 height accuracy estimate available here.
 KA0713
 KA0713.Click photographs - Photos may exist for this station.
 KA0713
 KA0713.The dynamic height is computed by dividing the NAVD 88
 KA0713.geopotential number by the normal gravity value computed on the
 KA0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0713.degrees latitude (g = 980.6199 gals.).
 KA0713
 KA0713.The modeled gravity was interpolated from observed gravity values.
 KA0713
 KA0713;                    North         East    Units  Estimated Accuracy
 KA0713;SPC IN W     -   473,082.4     911,154.3     MT  (+/- 3 meters HH1 GPS) 
 KA0713
 KA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0398673334(NAD 83)
 KA0713
 KA0713                          SUPERSEDED SURVEY CONTROL
 KA0713
 KA0713  NGVD 29 (??/??/92)  181.560  (m)          595.67   (f) ADJ UNCH    2 0
 KA0713
 KA0713.Superseded values are not recommended for survey control.
 KA0713
 KA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0713.See file dsdata.pdf to determine how the superseded data were derived.
 KA0713
 KA0713_MARKER: DB = BENCH MARK DISK
 KA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0713_STAMPING: P 70 1946
 KA0713_MARK LOGO: CGS
 KA0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0713+STABILITY: SURFACE MOTION
 KA0713
 KA0713  HISTORY     - Date     Condition        Report By
 KA0713  HISTORY     - 1946     MONUMENTED       CGS
 KA0713
 KA0713                          STATION DESCRIPTION
 KA0713
 KA0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0713'3.8 MI SW FROM MANHATTAN.
 KA0713'ABOUT 3.8 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BIG
 KA0713'WALNUT CHURCH AND COVERED BRIDGE OVER THE BIG WALNUT CREEK FROM
 KA0713'THE MANHATTAN GROCERY STORE AT THE CROSS ROADS AT MANHATTAN,
 KA0713'0.9 MILE SOUTH OF THE BIG WALNUT CHURCH, 0.3 MILE SOUTH OF A
 KA0713'POWER TRANSMISSION LINE CROSSING, 0.3 MILE NORTHEAST OF THE
 KA0713'COVERED BRIDGE OVER THE BIG WALNUT CREEEK, AT A T JUNCTION WITH
 KA0713'AN EAST-WEST ROAD, 17 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0713'CENTER LINE OF THE EAST-WEST ROAD, 6 FEET SOUTHWEST OF A
 KA0713'TELEPHONE POLE, 4 FEET EAST OF THE PROLONGATION OF THE CENTER
 KA0713'LINE OF THE ROAD LEADING NORTH, 2 FEET FROM A WHITE WOODEN
 KA0713'WITNESS POST, AND DIRECTLY IN LINE WITH A ROW OF POWER LINE
 KA0713'POLES.  A STANDARD DISK, STAMPED P 70 1946 AND SET IN THE TOP
 KA0713'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0032 ***********************************************************************
 JA0032  DESIGNATION -  P 70 TT 70 BRWE
 JA0032  PID         -  JA0032
 JA0032  STATE/COUNTY-  IN/LAWRENCE
 JA0032  COUNTRY     -  US
 JA0032  USGS QUAD   -  TUNNELTON (2019)
 JA0032
 JA0032                         *CURRENT SURVEY CONTROL
 JA0032  ______________________________________________________________________
 JA0032* NAD 83(1986) POSITION- 38 46 25.     (N) 086 18 29.     (W)   SCALED
 JA0032* NAVD 88 ORTHO HEIGHT -   162.976 (meters)      534.70  (feet) ADJUSTED
 JA0032  ______________________________________________________________________
 JA0032  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 JA0032  DYNAMIC HEIGHT  -        162.873 (meters)      534.36  (feet) COMP
 JA0032  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 JA0032
 JA0032  VERT ORDER      -  FIRST     CLASS II
 JA0032
 JA0032.The horizontal coordinates were scaled from a map and have
 JA0032.an estimated accuracy of +/- 6 seconds.
 JA0032
 JA0032.The orthometric height was determined by differential leveling and
 JA0032.adjusted by the NATIONAL GEODETIC SURVEY
 JA0032.in June 1991.
 JA0032
 JA0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0032.GEOID18 height accuracy estimate available here.
 JA0032
 JA0032.Click photographs - Photos may exist for this station.
 JA0032
 JA0032.The dynamic height is computed by dividing the NAVD 88
 JA0032.geopotential number by the normal gravity value computed on the
 JA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0032.degrees latitude (g = 980.6199 gals.).
 JA0032
 JA0032.The modeled gravity was interpolated from observed gravity values.
 JA0032
 JA0032;                    North         East    Units  Estimated Accuracy
 JA0032;SPC IN W     -   391,650.      967,370.      MT  (+/- 180 meters Scaled)
 JA0032
 JA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH601918(NAD 83)
 JA0032
 JA0032                          SUPERSEDED SURVEY CONTROL
 JA0032
 JA0032  NGVD 29 (??/??/92)  163.100  (m)          535.10   (f) ADJ UNCH    1 2
 JA0032
 JA0032.Superseded values are not recommended for survey control.
 JA0032
 JA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0032.See file dsdata.pdf to determine how the superseded data were derived.
 JA0032
 JA0032_MARKER: DD = SURVEY DISK
 JA0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0032_SP_SET: CULVERT
 JA0032_STAMPING: P 70 TT 70
 JA0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0032
 JA0032  HISTORY     - Date     Condition        Report By
 JA0032  HISTORY     - 1929     MONUMENTED       BRWE
 JA0032  HISTORY     - 1934     GOOD             CGS
 JA0032  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0032
 JA0032                          STATION DESCRIPTION
 JA0032
 JA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0032'2.3 MI E FROM TUNNELTON.
 JA0032'2.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0032'TUNNELTON, LAWRENCE COUNTY, 0.5 MILE WEST OF THE WEST PORTAL
 JA0032'OF A TUNNEL, AT CULVERT 115/42, AND ON THE SOUTH SIDE OF THE
 JA0032'EAST ABUTMENT.  A BROCK AND WEYMOUTH STANDARD DISK, STAMPED P
 JA0032'70 TT 70.
 JA0032
 JA0032                          STATION RECOVERY (2023)
 JA0032
 JA0032'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0814 ***********************************************************************
 KA0814  DESIGNATION -  P 71
 KA0814  PID         -  KA0814
 KA0814  STATE/COUNTY-  IN/PARKE
 KA0814  COUNTRY     -  US
 KA0814  USGS QUAD   -  ROCKVILLE (2019)
 KA0814
 KA0814                         *CURRENT SURVEY CONTROL
 KA0814  ______________________________________________________________________
 KA0814* NAD 83(1986) POSITION- 39 45 39.77   (N) 087 11 07.42   (W)   HD_HELD1
 KA0814* NAVD 88 ORTHO HEIGHT -   175.534 (meters)      575.90  (feet) ADJUSTED
 KA0814  ______________________________________________________________________
 KA0814  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 KA0814  DYNAMIC HEIGHT  -        175.434 (meters)      575.57  (feet) COMP
 KA0814  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA0814
 KA0814  VERT ORDER      -  SECOND    CLASS 0
 KA0814
 KA0814.The horizontal coordinates were determined by differentially corrected
 KA0814.hand held GPS observations or other comparable positioning techniques
 KA0814.and have an estimated accuracy of +/- 3 meters.
 KA0814
 KA0814.The orthometric height was determined by differential leveling and
 KA0814.adjusted by the NATIONAL GEODETIC SURVEY
 KA0814.in June 1991.
 KA0814
 KA0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0814.GEOID18 height accuracy estimate available here.
 KA0814
 KA0814.Click photographs - Photos may exist for this station.
 KA0814
 KA0814.The dynamic height is computed by dividing the NAVD 88
 KA0814.geopotential number by the normal gravity value computed on the
 KA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0814.degrees latitude (g = 980.6199 gals.).
 KA0814
 KA0814.The modeled gravity was interpolated from observed gravity values.
 KA0814
 KA0814;                    North         East    Units  Estimated Accuracy
 KA0814;SPC IN W     -   500,992.0     891,254.6     MT  (+/- 3 meters HH1 GPS) 
 KA0814
 KA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8411901252(NAD 83)
 KA0814
 KA0814                          SUPERSEDED SURVEY CONTROL
 KA0814
 KA0814  NGVD 29 (??/??/92)  175.630  (m)          576.21   (f) ADJ UNCH    2 0
 KA0814
 KA0814.Superseded values are not recommended for survey control.
 KA0814
 KA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0814.See file dsdata.pdf to determine how the superseded data were derived.
 KA0814
 KA0814_MARKER: DB = BENCH MARK DISK
 KA0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0814_STAMPING: P 71 1946
 KA0814_MARK LOGO: CGS
 KA0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0814+STABILITY: SURFACE MOTION
 KA0814
 KA0814  HISTORY     - Date     Condition        Report By
 KA0814  HISTORY     - 1946     MONUMENTED       CGS
 KA0814
 KA0814                          STATION DESCRIPTION
 KA0814
 KA0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0814'2.4 MI E FROM ROCKVILLE.
 KA0814'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE COUNTY
 KA0814'COURT HOUSE AT ROCKVILLE, 0.35 MILE EAST OF THE JUNCTION WITH A
 KA0814'GRAVEL ROAD LEADING SOUTHWEST, 86 FEET NORTHWEST OF THE NORTHWEST
 KA0814'CORNER OF A RED BRICK BUILDING HOUSING A POWER LINE TRANSFORMER
 KA0814'STATION, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23
 KA0814'FEET SOUTHEAST OF POWER LINE POLE NUMBER BROWN L-33, 2 1/2 FEET
 KA0814'NORTHWEST OF A WHITE WOODEN WITNESS POST, 4 FEET SOUTHWEST OF A
 KA0814'CORNER FENCE POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0814'DISK, STAMPED P 71 1946 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0569 ***********************************************************************
 KA0569  DESIGNATION -  P 72
 KA0569  PID         -  KA0569
 KA0569  STATE/COUNTY-  IN/PUTNAM
 KA0569  COUNTRY     -  US
 KA0569  USGS QUAD   -  ROACHDALE (2019)
 KA0569
 KA0569                         *CURRENT SURVEY CONTROL
 KA0569  ______________________________________________________________________
 KA0569* NAD 83(1986) POSITION- 39 45 41.46   (N) 086 45 06.72   (W)   HD_HELD1
 KA0569* NAVD 88 ORTHO HEIGHT -   264.203 (meters)      866.81  (feet) ADJUSTED
 KA0569  ______________________________________________________________________
 KA0569  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 KA0569  DYNAMIC HEIGHT  -        264.057 (meters)      866.33  (feet) COMP
 KA0569  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 KA0569
 KA0569  VERT ORDER      -  SECOND    CLASS 0
 KA0569
 KA0569.The horizontal coordinates were determined by differentially corrected
 KA0569.hand held GPS observations or other comparable positioning techniques
 KA0569.and have an estimated accuracy of +/- 3 meters.
 KA0569
 KA0569.The orthometric height was determined by differential leveling and
 KA0569.adjusted by the NATIONAL GEODETIC SURVEY
 KA0569.in June 1991.
 KA0569
 KA0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0569.GEOID18 height accuracy estimate available here.
 KA0569
 KA0569.Click photographs - Photos may exist for this station.
 KA0569
 KA0569.The dynamic height is computed by dividing the NAVD 88
 KA0569.geopotential number by the normal gravity value computed on the
 KA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0569.degrees latitude (g = 980.6199 gals.).
 KA0569
 KA0569.The modeled gravity was interpolated from observed gravity values.
 KA0569
 KA0569;                    North         East    Units  Estimated Accuracy
 KA0569;SPC IN W     -   501,091.7     928,402.5     MT  (+/- 3 meters HH1 GPS) 
 KA0569
 KA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2125401317(NAD 83)
 KA0569
 KA0569                          SUPERSEDED SURVEY CONTROL
 KA0569
 KA0569  NGVD 29 (??/??/92)  264.314  (m)          867.17   (f) ADJ UNCH    2 0
 KA0569
 KA0569.Superseded values are not recommended for survey control.
 KA0569
 KA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0569.See file dsdata.pdf to determine how the superseded data were derived.
 KA0569
 KA0569_MARKER: DB = BENCH MARK DISK
 KA0569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0569_SP_SET: BOX CULVERT HEADWALL
 KA0569_STAMPING: P 72 1946
 KA0569_MARK LOGO: CGS
 KA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0569+STABILITY: SURFACE MOTION
 KA0569
 KA0569  HISTORY     - Date     Condition        Report By
 KA0569  HISTORY     - 1946     MONUMENTED       CGS
 KA0569
 KA0569                          STATION DESCRIPTION
 KA0569
 KA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0569'1.7 MI W FROM GROVELAND.
 KA0569'ABOUT 1.7 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0569'AT GROVELAND, 215 FEET EAST OF THE CENTER LINE OF A DRIVEWAY
 KA0569'LEADING NORTHWEST TO A 2-STORY WHITE FARM HOUSE, ABOUT 225 FEET
 KA0569'NORTHEAST AND ACROSS THE HIGHWAY FROM A TABLE AT A ROAD SIDE
 KA0569'PARK, 33 FEET NORTH OF AND 8 FEET LOWER THAN THE CENTER LINE OF
 KA0569'THE HIGHWAY, SET IN THE WEST END OF THE NORTH HEADWALL OF A 4-FOOT
 KA0569'CONCRETE BOX CULVERT UNDER A SHORT FILL ACROSS A DRAW, 0.9 FOOT
 KA0569'EAST OF THE WEST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 KA0569'P 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0802 ***********************************************************************
 KA0802  DESIGNATION -  P 73
 KA0802  PID         -  KA0802
 KA0802  STATE/COUNTY-  IN/PUTNAM
 KA0802  COUNTRY     -  US
 KA0802  USGS QUAD   -  GREENCASTLE (2019)
 KA0802
 KA0802                         *CURRENT SURVEY CONTROL
 KA0802  ______________________________________________________________________
 KA0802* NAD 83(1986) POSITION- 39 41 25.     (N) 086 52 15.     (W)   SCALED
 KA0802* NAVD 88 ORTHO HEIGHT -   251.964 (meters)      826.65  (feet) ADJUSTED
 KA0802  ______________________________________________________________________
 KA0802  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 KA0802  DYNAMIC HEIGHT  -        251.822 (meters)      826.19  (feet) COMP
 KA0802  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 KA0802
 KA0802  VERT ORDER      -  SECOND    CLASS 0
 KA0802
 KA0802.The horizontal coordinates were scaled from a map and have
 KA0802.an estimated accuracy of +/- 6 seconds.
 KA0802
 KA0802.The orthometric height was determined by differential leveling and
 KA0802.adjusted by the NATIONAL GEODETIC SURVEY
 KA0802.in June 1991.
 KA0802
 KA0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0802.GEOID18 height accuracy estimate available here.
 KA0802
 KA0802.Click photographs - Photos may exist for this station.
 KA0802
 KA0802.The dynamic height is computed by dividing the NAVD 88
 KA0802.geopotential number by the normal gravity value computed on the
 KA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0802.degrees latitude (g = 980.6199 gals.).
 KA0802
 KA0802.The modeled gravity was interpolated from observed gravity values.
 KA0802
 KA0802;                    North         East    Units  Estimated Accuracy
 KA0802;SPC IN W     -   493,150.      918,230.      MT  (+/- 180 meters Scaled)
 KA0802
 KA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ110933(NAD 83)
 KA0802
 KA0802                          SUPERSEDED SURVEY CONTROL
 KA0802
 KA0802  NGVD 29 (??/??/92)  252.076  (m)          827.02   (f) ADJ UNCH    2 0
 KA0802
 KA0802.Superseded values are not recommended for survey control.
 KA0802
 KA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0802.See file dsdata.pdf to determine how the superseded data were derived.
 KA0802
 KA0802_MARKER: DB = BENCH MARK DISK
 KA0802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0802_SP_SET: CULVERT HEADWALL
 KA0802_STAMPING: P 73 1946
 KA0802_MARK LOGO: CGS
 KA0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0802+STABILITY: SURFACE MOTION
 KA0802
 KA0802  HISTORY     - Date     Condition        Report By
 KA0802  HISTORY     - 1946     MONUMENTED       CGS
 KA0802
 KA0802                          STATION DESCRIPTION
 KA0802
 KA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0802'1.5 MI S FROM BRICK CHAPEL.
 KA0802'ABOUT 1.5 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE M.E. CHURCH
 KA0802'AND CEMETERY AT BRICK CHAPEL, 235 FEET NORTHEAST OF THE CENTER
 KA0802'LINE OF AN EAST-WEST GRAVEL ROAD INTERSECTION, ABOUT 300 FEET
 KA0802'SOUTHEAST OF A 2-STORY WHITE HOUSE, 21 FEET NORTHWEST OF THE
 KA0802'CENTER LINE OF THE HIGHWAY, IN THE SOUTHWEST END OF THE NORTHWEST
 KA0802'HEADWALL OF A 3-FOOT CONCRETE CULVERT, 0.8 FOOT NORTHEAST OF THE
 KA0802'SOUTHWEST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0802'A STANDARD DISK, STAMPED P 73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0765 ***********************************************************************
 KA0765  DESIGNATION -  P 74
 KA0765  PID         -  KA0765
 KA0765  STATE/COUNTY-  IN/MONTGOMERY
 KA0765  COUNTRY     -  US
 KA0765  USGS QUAD   -  LADOGA (2019)
 KA0765
 KA0765                         *CURRENT SURVEY CONTROL
 KA0765  ______________________________________________________________________
 KA0765* NAD 83(1986) POSITION- 39 54 40.     (N) 086 50 02.     (W)   SCALED
 KA0765* NAVD 88 ORTHO HEIGHT -   247.280 (meters)      811.28  (feet) ADJUSTED
 KA0765  ______________________________________________________________________
 KA0765  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 KA0765  DYNAMIC HEIGHT  -        247.144 (meters)      810.84  (feet) COMP
 KA0765  MODELED GRAVITY -    980,072.3   (mgal)                       NAVD 88
 KA0765
 KA0765  VERT ORDER      -  SECOND    CLASS 0
 KA0765
 KA0765.The horizontal coordinates were scaled from a map and have
 KA0765.an estimated accuracy of +/- 6 seconds.
 KA0765
 KA0765.The orthometric height was determined by differential leveling and
 KA0765.adjusted by the NATIONAL GEODETIC SURVEY
 KA0765.in June 1991.
 KA0765
 KA0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0765.GEOID18 height accuracy estimate available here.
 KA0765
 KA0765.Click photographs - Photos may exist for this station.
 KA0765
 KA0765.The dynamic height is computed by dividing the NAVD 88
 KA0765.geopotential number by the normal gravity value computed on the
 KA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0765.degrees latitude (g = 980.6199 gals.).
 KA0765
 KA0765.The modeled gravity was interpolated from observed gravity values.
 KA0765
 KA0765;                    North         East    Units  Estimated Accuracy
 KA0765;SPC IN W     -   517,680.      921,330.      MT  (+/- 180 meters Scaled)
 KA0765
 KA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK141179(NAD 83)
 KA0765
 KA0765                          SUPERSEDED SURVEY CONTROL
 KA0765
 KA0765  NGVD 29 (??/??/92)  247.380  (m)          811.61   (f) ADJ UNCH    2 0
 KA0765
 KA0765.Superseded values are not recommended for survey control.
 KA0765
 KA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0765.See file dsdata.pdf to determine how the superseded data were derived.
 KA0765
 KA0765_MARKER: DB = BENCH MARK DISK
 KA0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0765_SP_SET: CULVERT HEADWALL
 KA0765_STAMPING: P 74 1946
 KA0765_MARK LOGO: CGS
 KA0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0765+STABILITY: SURFACE MOTION
 KA0765
 KA0765  HISTORY     - Date     Condition        Report By
 KA0765  HISTORY     - 1946     MONUMENTED       CGS
 KA0765
 KA0765                          STATION DESCRIPTION
 KA0765
 KA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0765'1.8 MI W FROM LADOGA.
 KA0765'ABOUT 1.8 MILE WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0765'AT LADOGA, 0.2 MILE EAST OF AN INTERSECTION WITH A NORTH-SOUTH
 KA0765'GRAVEL ROAD, ABOUT 0.1 MILE EAST OF A 2-STORY FARM HOUSE AND RED
 KA0765'BARN ON THE NORTH SIDE OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST
 KA0765'END OF THE NORTHWEST CONCRETE HEADWALL OF A 36-INCH CORRUGATED
 KA0765'STEEL PIPE CULVERT, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 KA0765'HIGHWAY, 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL
 KA0765'AND ABOUT 6 INCHES LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 KA0765'STAMPED P 74 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0587 ***********************************************************************
 KA0587  DESIGNATION -  P 75
 KA0587  PID         -  KA0587
 KA0587  STATE/COUNTY-  IN/PUTNAM
 KA0587  COUNTRY     -  US
 KA0587  USGS QUAD   -  NORTH SALEM (2019)
 KA0587
 KA0587                         *CURRENT SURVEY CONTROL
 KA0587  ______________________________________________________________________
 KA0587* NAD 83(1986) POSITION- 39 50 55.7    (N) 086 42 35.4    (W)   HD_HELD2
 KA0587* NAVD 88 ORTHO HEIGHT -   272.051 (meters)      892.55  (feet) ADJUSTED
 KA0587  ______________________________________________________________________
 KA0587  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 KA0587  DYNAMIC HEIGHT  -        271.904 (meters)      892.07  (feet) COMP
 KA0587  MODELED GRAVITY -    980,076.0   (mgal)                       NAVD 88
 KA0587
 KA0587  VERT ORDER      -  SECOND    CLASS 0
 KA0587
 KA0587.The horizontal coordinates were established by autonomous hand held GPS
 KA0587.observations and have an estimated accuracy of +/- 10 meters.
 KA0587
 KA0587.The orthometric height was determined by differential leveling and
 KA0587.adjusted by the NATIONAL GEODETIC SURVEY
 KA0587.in June 1991.
 KA0587
 KA0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0587.GEOID18 height accuracy estimate available here.
 KA0587
 KA0587.Click photographs - Photos may exist for this station.
 KA0587
 KA0587.The dynamic height is computed by dividing the NAVD 88
 KA0587.geopotential number by the normal gravity value computed on the
 KA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0587.degrees latitude (g = 980.6199 gals.).
 KA0587
 KA0587.The modeled gravity was interpolated from observed gravity values.
 KA0587
 KA0587;                    North         East    Units  Estimated Accuracy
 KA0587;SPC IN W     -   510,797.      931,964.      MT  (+/- 10 meters HH2 GPS)
 KA0587
 KA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2482311016(NAD 83)
 KA0587
 KA0587                          SUPERSEDED SURVEY CONTROL
 KA0587
 KA0587  NGVD 29 (??/??/92)  272.16   (m)          892.9    (f) COMPUTED    2 0
 KA0587
 KA0587.Superseded values are not recommended for survey control.
 KA0587
 KA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0587.See file dsdata.pdf to determine how the superseded data were derived.
 KA0587
 KA0587_MARKER: DB = BENCH MARK DISK
 KA0587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0587_SP_SET: BOX CULVERT
 KA0587_STAMPING: P 75 1946
 KA0587_MARK LOGO: CGS
 KA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0587+STABILITY: SURFACE MOTION
 KA0587
 KA0587  HISTORY     - Date     Condition        Report By
 KA0587  HISTORY     - 1946     MONUMENTED       CGS
 KA0587  HISTORY     - 20170603 POOR             INDOT
 KA0587
 KA0587                          STATION DESCRIPTION
 KA0587
 KA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0587'0.4 MI W FROM BARNARD.
 KA0587'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0587'BUILDING AT BARNARD, SET IN THE TOP OF THE EAST END OF THE SOUTH
 KA0587'HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT NUMBER 133, 150 FEET
 KA0587'EAST OF THE EXTENDED CENTER LINE OF THE JUNCTION OF A GRAVEL
 KA0587'ROAD LEADING NORTH, 22 FEET SOUTH OF THE CENTER LINE OF THE
 KA0587'HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 KA0587'SOUTH TO A FARM HOUSE, 1.2 FOOT WEST OF THE EAST END OF THE
 KA0587'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0587'STAMPED P 75 1946.
 KA0587
 KA0587                          STATION RECOVERY (2017)
 KA0587
 KA0587'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 KA0587'RECOVERED AS DESCRIBED.  HOWEVER, THE CONCRETE MONUMENT IS UNSTABLE
 KA0587'DUE TO A CRUMBLING HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0032 ***********************************************************************
 KA0032  DESIGNATION -  P 76
 KA0032  PID         -  KA0032
 KA0032  STATE/COUNTY-  IN/MORGAN
 KA0032  COUNTRY     -  US
 KA0032  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0032
 KA0032                         *CURRENT SURVEY CONTROL
 KA0032  ______________________________________________________________________
 KA0032* NAD 83(1986) POSITION- 39 32 32.     (N) 086 28 14.     (W)   SCALED
 KA0032* NAVD 88 ORTHO HEIGHT -   272.876 (meters)      895.26  (feet) ADJUSTED
 KA0032  ______________________________________________________________________
 KA0032  GEOID HEIGHT    -        -32.856 (meters)                     GEOID18
 KA0032  DYNAMIC HEIGHT  -        272.724 (meters)      894.76  (feet) COMP
 KA0032  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 KA0032
 KA0032  VERT ORDER      -  SECOND    CLASS 0
 KA0032
 KA0032.The horizontal coordinates were scaled from a map and have
 KA0032.an estimated accuracy of +/- 6 seconds.
 KA0032
 KA0032.The orthometric height was determined by differential leveling and
 KA0032.adjusted by the NATIONAL GEODETIC SURVEY
 KA0032.in June 1991.
 KA0032
 KA0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0032.GEOID18 height accuracy estimate available here.
 KA0032
 KA0032.Click photographs - Photos may exist for this station.
 KA0032
 KA0032.The dynamic height is computed by dividing the NAVD 88
 KA0032.geopotential number by the normal gravity value computed on the
 KA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0032.degrees latitude (g = 980.6199 gals.).
 KA0032
 KA0032.The modeled gravity was interpolated from observed gravity values.
 KA0032
 KA0032;                    North         East    Units  Estimated Accuracy
 KA0032;SPC IN W     -   476,870.      952,670.      MT  (+/- 180 meters Scaled)
 KA0032
 KA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ454770(NAD 83)
 KA0032
 KA0032                          SUPERSEDED SURVEY CONTROL
 KA0032
 KA0032  NGVD 29 (??/??/92)  272.994  (m)          895.65   (f) ADJ UNCH    2 0
 KA0032
 KA0032.Superseded values are not recommended for survey control.
 KA0032
 KA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0032.See file dsdata.pdf to determine how the superseded data were derived.
 KA0032
 KA0032_MARKER: DB = BENCH MARK DISK
 KA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0032_STAMPING: P 76 1946
 KA0032_MARK LOGO: CGS
 KA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0032+STABILITY: SURFACE MOTION
 KA0032
 KA0032  HISTORY     - Date     Condition        Report By
 KA0032  HISTORY     - 1946     MONUMENTED       CGS
 KA0032
 KA0032                          STATION DESCRIPTION
 KA0032
 KA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0032'2.9 MI S FROM MONROVIA.
 KA0032'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE HIGH
 KA0032'SCHOOL BUILDING AT MONROVIA, 27 FEET SOUTHWEST OF THE CENTER LINE
 KA0032'OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE CENTER LINE OF A FARM
 KA0032'ENTRANCE ROAD LEADING SOUTHWEST FROM THE HIGHWAY, 31 FEET
 KA0032'SOUTHEAST AND ACROSS THE FARM ROAD FROM A CORNER FENCE POST, 24
 KA0032'FEET EAST OF THE EAST GATE POST, 1 1/2 FEET WEST OF A WHITE
 KA0032'WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.
 KA0032'A STANDARD DISK, STAMPED P 76 1946 AND SET IN THE TOP OF A
 KA0032'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0225 ***********************************************************************
 KA0225  DESIGNATION -  P 77
 KA0225  PID         -  KA0225
 KA0225  STATE/COUNTY-  IN/HENDRICKS
 KA0225  COUNTRY     -  US
 KA0225  USGS QUAD   -  BROWNSBURG (2019)
 KA0225
 KA0225                         *CURRENT SURVEY CONTROL
 KA0225  ______________________________________________________________________
 KA0225* NAD 83(2011) POSITION- 39 52 27.12533(N) 086 23 32.04066(W)   ADJUSTED
 KA0225* NAD 83(2011) ELLIP HT-   238.698 (meters)        (02/22/23)   ADJUSTED
 KA0225* NAD 83(2011) EPOCH   -  2010.00
 KA0225* NAVD 88 ORTHO HEIGHT -   272.099 (meters)      892.71  (feet) ADJUSTED
 KA0225  ______________________________________________________________________
 KA0225  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 KA0225  NAD 83(2011) X  -    308,453.308 (meters)                     COMP
 KA0225  NAD 83(2011) Y  - -4,892,142.929 (meters)                     COMP
 KA0225  NAD 83(2011) Z  -  4,067,428.768 (meters)                     COMP
 KA0225  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 KA0225  DYNAMIC HEIGHT  -        271.949 (meters)      892.22  (feet) COMP
 KA0225  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 KA0225
 KA0225  VERT ORDER      -  SECOND    CLASS 0
 KA0225
 KA0225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0225  Standards:
 KA0225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0225  -------------------------------------------------------------------
 KA0225  NETWORK    1.28   2.14           0.53   0.52   1.09      0.08691353
 KA0225  -------------------------------------------------------------------
 KA0225  Click here for local accuracies and other accuracy information.
 KA0225
 KA0225.The horizontal coordinates were established by GPS observations
 KA0225.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0225
 KA0225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0225.been affixed to the stable North American tectonic plate. See 
 KA0225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0225
 KA0225.The horizontal coordinates are valid at the epoch date displayed above
 KA0225.which is a decimal equivalence of Year/Month/Day.
 KA0225
 KA0225.The orthometric height was determined by differential leveling and
 KA0225.adjusted by the NATIONAL GEODETIC SURVEY
 KA0225.in June 1991.
 KA0225
 KA0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0225.GEOID18 height accuracy estimate available here.
 KA0225
 KA0225.Click photographs - Photos may exist for this station.
 KA0225
 KA0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0225
 KA0225.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0225
 KA0225.The ellipsoidal height was determined by GPS observations
 KA0225.and is referenced to NAD 83.
 KA0225
 KA0225.The dynamic height is computed by dividing the NAVD 88
 KA0225.geopotential number by the normal gravity value computed on the
 KA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0225.degrees latitude (g = 980.6199 gals.).
 KA0225
 KA0225.The modeled gravity was interpolated from observed gravity values.
 KA0225
 KA0225. The following values were computed from the NAD 83(2011) position.
 KA0225
 KA0225;                    North         East     Units Scale Factor Converg.
 KA0225;SPC IN W     -   513,778.863   959,122.121   MT  1.00000968   +0 26 35.1
 KA0225;SPC IN W     - 1,685,622.82  3,146,719.83   sFT  1.00000968   +0 26 35.1
 KA0225;UTM  16      - 4,413,971.694   551,974.015   MT  0.99963325   +0 23 22.7
 KA0225
 KA0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0225!SPC IN W     -   0.99996255  x   1.00000968  =   0.99997223
 KA0225!UTM  16      -   0.99996255  x   0.99963325  =   0.99959582
 KA0225
 KA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5197413971(NAD 83)
 KA0225
 KA0225                          SUPERSEDED SURVEY CONTROL
 KA0225
 KA0225  NGVD 29 (??/??/92)  272.207  (m)          893.07   (f) ADJ UNCH    2 0
 KA0225
 KA0225.Superseded values are not recommended for survey control.
 KA0225
 KA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0225.See file dsdata.pdf to determine how the superseded data were derived.
 KA0225
 KA0225_MARKER: DB = BENCH MARK DISK
 KA0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0225_STAMPING: P 77 1946
 KA0225_MARK LOGO: CGS
 KA0225_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0225+STABILITY: SURFACE MOTION
 KA0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0225+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0225
 KA0225  HISTORY     - Date     Condition        Report By
 KA0225  HISTORY     - 1946     MONUMENTED       CGS
 KA0225  HISTORY     - 20090929 GOOD             INDIV
 KA0225  HISTORY     - 20110505 GOOD             JCLS
 KA0225  HISTORY     - 20230206 GOOD             INDOT
 KA0225
 KA0225                          STATION DESCRIPTION
 KA0225
 KA0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0225'2 MI N FROM BROWNSBURG.
 KA0225'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE PEORIA
 KA0225'AND EASTERN RAILWAY STATION AT BROWNSBURG, 53 FEET NORTHWEST
 KA0225'OF THE NORTHWEST CORNER OF THE CLARENCE EDDY FARM HOUSE, 39 FEET
 KA0225'EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF THE
 KA0225'CENTER LINE OF THE DRIVEWAY, 8.0 FEET NORTH OF THE NORTH GATE
 KA0225'POST, 1.5 FOOT WEST OF A FENCE LINE, 1.8 FOOT SOUTH OF A WHITE
 KA0225'WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE LEVEL OF
 KA0225'THE HIGHWAY.  A STANDARD DISK, STAMPED P 77 1946 AND SET IN
 KA0225'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0225
 KA0225                          STATION RECOVERY (2009)
 KA0225
 KA0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (PLA)
 KA0225'RECOVERED IN GOOD CONDITION.
 KA0225
 KA0225                          STATION RECOVERY (2011)
 KA0225
 KA0225'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 KA0225'RECOVERED IN GOOD CONDITION.
 KA0225
 KA0225                          STATION RECOVERY (2023)
 KA0225
 KA0225'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0225'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0086 ***********************************************************************
 KA0086  DESIGNATION -  P 78
 KA0086  PID         -  KA0086
 KA0086  STATE/COUNTY-  IN/BOONE
 KA0086  COUNTRY     -  US
 KA0086  USGS QUAD   -  ZIONSVILLE (2019)
 KA0086
 KA0086                         *CURRENT SURVEY CONTROL
 KA0086  ______________________________________________________________________
 KA0086* NAD 83(1986) POSITION- 39 59 01.54   (N) 086 15 26.88   (W)   HD_HELD1
 KA0086* NAVD 88 ORTHO HEIGHT -   267.434 (meters)      877.41  (feet) ADJUSTED
 KA0086  ______________________________________________________________________
 KA0086  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 KA0086  DYNAMIC HEIGHT  -        267.286 (meters)      876.92  (feet) COMP
 KA0086  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 KA0086
 KA0086  VERT ORDER      -  SECOND    CLASS 0
 KA0086
 KA0086.The horizontal coordinates were determined by differentially corrected
 KA0086.hand held GPS observations or other comparable positioning techniques
 KA0086.and have an estimated accuracy of +/- 3 meters.
 KA0086
 KA0086.The orthometric height was determined by differential leveling and
 KA0086.adjusted by the NATIONAL GEODETIC SURVEY
 KA0086.in June 1991.
 KA0086
 KA0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0086.GEOID18 height accuracy estimate available here.
 KA0086
 KA0086.Click photographs - Photos may exist for this station.
 KA0086
 KA0086.The dynamic height is computed by dividing the NAVD 88
 KA0086.geopotential number by the normal gravity value computed on the
 KA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0086.degrees latitude (g = 980.6199 gals.).
 KA0086
 KA0086.The modeled gravity was interpolated from observed gravity values.
 KA0086
 KA0086;                    North         East    Units  Estimated Accuracy
 KA0086;SPC IN W     -   526,041.3     970,538.7     MT  (+/- 3 meters HH1 GPS) 
 KA0086
 KA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6339726218(NAD 83)
 KA0086
 KA0086                          SUPERSEDED SURVEY CONTROL
 KA0086
 KA0086  NGVD 29 (??/??/92)  267.548  (m)          877.78   (f) ADJ UNCH    2 0
 KA0086
 KA0086.Superseded values are not recommended for survey control.
 KA0086
 KA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0086.See file dsdata.pdf to determine how the superseded data were derived.
 KA0086
 KA0086_MARKER: DB = BENCH MARK DISK
 KA0086_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0086_SP_SET: BOX CULVERT HEADWALL
 KA0086_STAMPING: P 78 1946
 KA0086_MARK LOGO: CGS
 KA0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0086+STABILITY: SURFACE MOTION
 KA0086
 KA0086  HISTORY     - Date     Condition        Report By
 KA0086  HISTORY     - 1946     MONUMENTED       CGS
 KA0086  HISTORY     - 1977     GOOD             LOCENG
 KA0086  HISTORY     - 19880802 GOOD             LOCENG
 KA0086  HISTORY     - 20120814 GOOD             INDIV
 KA0086
 KA0086                          STATION DESCRIPTION
 KA0086
 KA0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0086'2.1 MI NW FROM EAGLE VILLAGE.
 KA0086'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE
 KA0086'INTERSECTION WITH STATE HIGHWAY 334 NEAR EAGLE VILLAGE, ABOUT
 KA0086'100 FEET NORTHWEST OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 KA0086'WEST, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL
 KA0086'OF A 6-FOOT CONCRETE BOX CULVERT, 20 FEET NORTHEAST OF THE
 KA0086'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0086'A STANDARD DISK, STAMPED P 78 1946.
 KA0086
 KA0086                          STATION RECOVERY (1977)
 KA0086
 KA0086'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KA0086'RECOVERED IN GOOD CONDITION.
 KA0086
 KA0086                          STATION RECOVERY (1988)
 KA0086
 KA0086'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0086'RECOVERED IN GOOD CONDITION.  ADD--HIGHWAY IS NOW US 421 (FORMERLY SR
 KA0086'29).  ROAD CROSSES CULVERT OVER COX CREEK.  STEEL WITNESS SOUTHEAST
 KA0086'OF MARKER, BENT OVER BUT SERVICEABLE.
 KA0086
 KA0086                          STATION RECOVERY (2012)
 KA0086
 KA0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (CAS)
 KA0086'RECOVERED BY WESSLER ENGINEERING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0223 ***********************************************************************
 KA0223  DESIGNATION -  P 79
 KA0223  PID         -  KA0223
 KA0223  STATE/COUNTY-  IN/MARION
 KA0223  COUNTRY     -  US
 KA0223  USGS QUAD   -  CARMEL (2019)
 KA0223
 KA0223                         *CURRENT SURVEY CONTROL
 KA0223  ______________________________________________________________________
 KA0223* NAD 83(1986) POSITION- 39 55 34.     (N) 086 12 36.     (W)   SCALED
 KA0223* NAVD 88 ORTHO HEIGHT -   261.648 (meters)      858.42  (feet) ADJUSTED
 KA0223  ______________________________________________________________________
 KA0223  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 KA0223  DYNAMIC HEIGHT  -        261.503 (meters)      857.95  (feet) COMP
 KA0223  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 KA0223
 KA0223  VERT ORDER      -  SECOND    CLASS 0
 KA0223
 KA0223.The horizontal coordinates were scaled from a map and have
 KA0223.an estimated accuracy of +/- 6 seconds.
 KA0223
 KA0223.The orthometric height was determined by differential leveling and
 KA0223.adjusted by the NATIONAL GEODETIC SURVEY
 KA0223.in June 1991.
 KA0223
 KA0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0223.GEOID18 height accuracy estimate available here.
 KA0223
 KA0223.Click photographs - Photos may exist for this station.
 KA0223
 KA0223.The dynamic height is computed by dividing the NAVD 88
 KA0223.geopotential number by the normal gravity value computed on the
 KA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0223.degrees latitude (g = 980.6199 gals.).
 KA0223
 KA0223.The modeled gravity was interpolated from observed gravity values.
 KA0223
 KA0223;                    North         East    Units  Estimated Accuracy
 KA0223;SPC IN E     -   519,460.       53,550.      MT  (+/- 180 meters Scaled)
 KA0223
 KA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK675198(NAD 83)
 KA0223
 KA0223                          SUPERSEDED SURVEY CONTROL
 KA0223
 KA0223  NGVD 29 (??/??/92)  261.770  (m)          858.82   (f) ADJ UNCH    2 0
 KA0223
 KA0223.Superseded values are not recommended for survey control.
 KA0223
 KA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0223.See file dsdata.pdf to determine how the superseded data were derived.
 KA0223
 KA0223_MARKER: DB = BENCH MARK DISK
 KA0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0223_STAMPING: P 79 1946
 KA0223_MARK LOGO: CGS
 KA0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0223+STABILITY: SURFACE MOTION
 KA0223
 KA0223  HISTORY     - Date     Condition        Report By
 KA0223  HISTORY     - 1946     MONUMENTED       CGS
 KA0223  HISTORY     - 1973     GOOD             NGS
 KA0223  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0223
 KA0223                          STATION DESCRIPTION
 KA0223
 KA0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0223'7.4 MI SW FROM CARMEL.
 KA0223'ABOUT 3.5 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0223'LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 3.9
 KA0223'MILES WEST ALONG THE HAMILTON-MARION COUNTY LINE ROAD, 21 FEET
 KA0223'SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF THE CENTER
 KA0223'LINE OF AN ENTRANCE ROAD TO THE GIBSON FARM, 5.0 FEET SOUTH
 KA0223'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 1.2 FOOT NORTH
 KA0223'OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN ROAD
 KA0223'LEVEL.  A STANDARD DISK, STAMPED P 79 1946 AND SET IN THE TOP
 KA0223'OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM
 KA0223'EAGLE VILLAGE, BOONE COUNTY, BY GOING SOUTHEAST ALONG STATE
 KA0223'HIGHWAY 29 ABOUT 2.15 MILES FROM THE INTERSECTION WITH STATE
 KA0223'HIGHWAY 334.  TURN EAST ALONG THE MARION-HAMILTON COUNTY LINE
 KA0223'ROAD AND CONTINUE EAST FOR ABOUT 1.05 MILE TO THE SITE OF THE
 KA0223'BENCH MARK.
 KA0223
 KA0223                          STATION RECOVERY (1973)
 KA0223
 KA0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0223'RECOVERED IN GOOD CONDITION.
 KA0223
 KA0223                          STATION RECOVERY (1976)
 KA0223
 KA0223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1064 ***********************************************************************
 MD1064  DESIGNATION -  P 8
 MD1064  PID         -  MD1064
 MD1064  STATE/COUNTY-  IN/ELKHART
 MD1064  COUNTRY     -  US
 MD1064  USGS QUAD   -  MILFORD (2019)
 MD1064
 MD1064                         *CURRENT SURVEY CONTROL
 MD1064  ______________________________________________________________________
 MD1064* NAD 83(1986) POSITION- 41 26 14.     (N) 085 50 43.     (W)   SCALED
 MD1064* NAVD 88 ORTHO HEIGHT -   252.296 (meters)      827.74  (feet) ADJUSTED
 MD1064  ______________________________________________________________________
 MD1064  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 MD1064  DYNAMIC HEIGHT  -        252.198 (meters)      827.42  (feet) COMP
 MD1064  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 MD1064
 MD1064  VERT ORDER      -  FIRST     CLASS II
 MD1064
 MD1064.The horizontal coordinates were scaled from a map and have
 MD1064.an estimated accuracy of +/- 6 seconds.
 MD1064
 MD1064.The orthometric height was determined by differential leveling and
 MD1064.adjusted by the NATIONAL GEODETIC SURVEY
 MD1064.in June 1991.
 MD1064
 MD1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1064.GEOID18 height accuracy estimate available here.
 MD1064
 MD1064.Click photographs - Photos may exist for this station.
 MD1064
 MD1064.The dynamic height is computed by dividing the NAVD 88
 MD1064.geopotential number by the normal gravity value computed on the
 MD1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1064.degrees latitude (g = 980.6199 gals.).
 MD1064
 MD1064.The modeled gravity was interpolated from observed gravity values.
 MD1064
 MD1064;                    North         East    Units  Estimated Accuracy
 MD1064;SPC IN E     -   687,130.       85,070.      MT  (+/- 180 meters Scaled)
 MD1064
 MD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL964879(NAD 83)
 MD1064
 MD1064                          SUPERSEDED SURVEY CONTROL
 MD1064
 MD1064  NGVD 29 (??/??/92)  252.429  (m)          828.18   (f) ADJ UNCH    1 2
 MD1064
 MD1064.Superseded values are not recommended for survey control.
 MD1064
 MD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1064.See file dsdata.pdf to determine how the superseded data were derived.
 MD1064
 MD1064_MARKER: DB = BENCH MARK DISK
 MD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1064_STAMPING: P 8 ELEV. 828.259 FT.
 MD1064_MARK LOGO: CGS
 MD1064_PROJECTION: FLUSH
 MD1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1064+STABILITY: SURFACE MOTION
 MD1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1064+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2013
 MD1064
 MD1064  HISTORY     - Date     Condition        Report By
 MD1064  HISTORY     - 1916     MONUMENTED       CGS
 MD1064  HISTORY     - 1946     POOR             CGS
 MD1064  HISTORY     - 1956     GOOD             CGS
 MD1064  HISTORY     - 1977     POOR             LOCSUR
 MD1064  HISTORY     - 19930108 GOOD             NGS
 MD1064  HISTORY     - 20130101 GOOD             USI
 MD1064
 MD1064                          STATION DESCRIPTION
 MD1064
 MD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1064'1.8 MI N FROM MILFORD.
 MD1064'IN ELKHART COUNTY, 1.8 MILES NORTH ALONG THE NEW YORK CENTRAL
 MD1064'RAILROAD FROM THE STATION AT MILFORD, KOSCIUSKO COUNTY, 0.2 MILE
 MD1064'NORTH OF MILEPOST 66, AND 0.16 MILE NORTH OF THE ELKHART-KOSCIUSKO
 MD1064'COUNTY LINE.  NOTE-- THE FOLLOWING SHOULD BE ADDED TO THE
 MD1064'IMMEDIATE DESCRIPTION-- 72 FEET EAST OF THE CENTER LINE OF STATE
 MD1064'HIGHWAY 15, 29.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MD1064'19.6 FEET EAST OF THE EAST RAIL OF THE INTERURBAN LINE, 19 FEET
 MD1064'NORTH OF POWER LINE POLE NO. 504/064, ABOUT LEVEL WITH THE
 MD1064'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 MD1064'MARK HAS BEEN SHOVED OUT OF PLUMB AND SHOWS EVIDENCE OF HAVING
 MD1064'BEEN STRUCK BY A HEAVY OBJECT.
 MD1064
 MD1064                          STATION RECOVERY (1956)
 MD1064
 MD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MD1064'RECOVERED IN GOOD CONDITION.
 MD1064
 MD1064                          STATION RECOVERY (1977)
 MD1064
 MD1064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 MD1064'MARK RECOVERED IN POOR CONDITION.
 MD1064
 MD1064                          STATION RECOVERY (1993)
 MD1064
 MD1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1064'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 MD1064'MILFORD, THENCE 0.1 KM (0.05 MI) EAST ALONG FOURTH STREET, THENCE 3.0
 MD1064'KM (1.85 MI) NORTHERLY ALONG THE CONRAIL RAILROAD, 0.3 KM (0.20 MI)
 MD1064'NORTH OF RAILROAD MILE POST 66, 21.9 M (71.9 FT) EAST OF THE
 MD1064'CENTERLINE OF STATE HIGHWAY 15, 8.9 M (29.2 FT) WEST OF THE NEAR RAIL,
 MD1064'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M
 MD1064'(0.7 FT) ABOVE THE GROUND SURFACE.
 MD1064
 MD1064                          STATION RECOVERY (2013)
 MD1064
 MD1064'RECOVERY NOTE BY USI CONSULTANTS INC 2013 (CHS)
 MD1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0723 ***********************************************************************
 KA0723  DESIGNATION -  P 80
 KA0723  PID         -  KA0723
 KA0723  STATE/COUNTY-  IN/BOONE
 KA0723  COUNTRY     -  US
 KA0723  USGS QUAD   -  LIZTON (2019)
 KA0723
 KA0723                         *CURRENT SURVEY CONTROL
 KA0723  ______________________________________________________________________
 KA0723* NAD 83(1986) POSITION- 39 56 55.8    (N) 086 31 16.4    (W)   HD_HELD2
 KA0723* NAVD 88 ORTHO HEIGHT -   288.310 (meters)      945.90  (feet) ADJUSTED
 KA0723  ______________________________________________________________________
 KA0723  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 KA0723  DYNAMIC HEIGHT  -        288.152 (meters)      945.38  (feet) COMP
 KA0723  MODELED GRAVITY -    980,069.1   (mgal)                       NAVD 88
 KA0723
 KA0723  VERT ORDER      -  SECOND    CLASS 0
 KA0723
 KA0723.The horizontal coordinates were established by autonomous hand held GPS
 KA0723.observations and have an estimated accuracy of +/- 10 meters.
 KA0723
 KA0723.The orthometric height was determined by differential leveling and
 KA0723.adjusted by the NATIONAL GEODETIC SURVEY
 KA0723.in June 1991.
 KA0723
 KA0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0723.GEOID18 height accuracy estimate available here.
 KA0723
 KA0723.Click photographs - Photos may exist for this station.
 KA0723
 KA0723.The dynamic height is computed by dividing the NAVD 88
 KA0723.geopotential number by the normal gravity value computed on the
 KA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0723.degrees latitude (g = 980.6199 gals.).
 KA0723
 KA0723.The modeled gravity was interpolated from observed gravity values.
 KA0723
 KA0723;                    North         East    Units  Estimated Accuracy
 KA0723;SPC IN W     -   521,988.      948,035.      MT  (+/- 10 meters HH2 GPS)
 KA0723
 KA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4089822187(NAD 83)
 KA0723
 KA0723                          SUPERSEDED SURVEY CONTROL
 KA0723
 KA0723  NGVD 29 (??/??/92)  288.412  (m)          946.23   (f) ADJ UNCH    2 0
 KA0723
 KA0723.Superseded values are not recommended for survey control.
 KA0723
 KA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0723.See file dsdata.pdf to determine how the superseded data were derived.
 KA0723
 KA0723_MARKER: DB = BENCH MARK DISK
 KA0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0723_SP_SET: BRIDGE
 KA0723_STAMPING: P 80 1946
 KA0723_MARK LOGO: CGS
 KA0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0723
 KA0723  HISTORY     - Date     Condition        Report By
 KA0723  HISTORY     - 1946     MONUMENTED       CGS
 KA0723  HISTORY     - 20110713 GOOD             GEOCAC
 KA0723
 KA0723                          STATION DESCRIPTION
 KA0723
 KA0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0723'0.3 MI N FROM NEW BRUNSWICK.
 KA0723'ALONG STATE HIGHWAY 39 ABOUT 0.3 MILE NORTH OF THE CROSS ROADS AT
 KA0723'NEW BRUNSWICK, SET IN THE TOP OF THE WEST WINGWALL AT THE SOUTHWEST
 KA0723'END OF A 30-FOOT CONCRETE BRIDGE, 19 FEET NORTHWEST OF THE CENTER
 KA0723'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A
 KA0723'STANDARD DISK, STAMPED P 80 1946.
 KA0723
 KA0723                          STATION RECOVERY (2011)
 KA0723
 KA0723'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1232 ***********************************************************************
 KA1232  DESIGNATION -  P 81
 KA1232  PID         -  KA1232
 KA1232  STATE/COUNTY-  IN/VIGO
 KA1232  COUNTRY     -  US
 KA1232  USGS QUAD   -  SEELYVILLE (2019)
 KA1232
 KA1232                         *CURRENT SURVEY CONTROL
 KA1232  ______________________________________________________________________
 KA1232* NAD 83(1986) POSITION- 39 23 54.     (N) 087 22 02.     (W)   SCALED
 KA1232* NAVD 88 ORTHO HEIGHT -   155.335 (meters)      509.63  (feet) ADJUSTED
 KA1232  ______________________________________________________________________
 KA1232  GEOID HEIGHT    -        -32.677 (meters)                     GEOID18
 KA1232  DYNAMIC HEIGHT  -        155.246 (meters)      509.34  (feet) COMP
 KA1232  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 KA1232
 KA1232  VERT ORDER      -  FIRST     CLASS II
 KA1232
 KA1232.The horizontal coordinates were scaled from a map and have
 KA1232.an estimated accuracy of +/- 6 seconds.
 KA1232
 KA1232.The orthometric height was determined by differential leveling and
 KA1232.adjusted by the NATIONAL GEODETIC SURVEY
 KA1232.in June 1991.
 KA1232
 KA1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1232.GEOID18 height accuracy estimate available here.
 KA1232
 KA1232.Click photographs - Photos may exist for this station.
 KA1232
 KA1232.The dynamic height is computed by dividing the NAVD 88
 KA1232.geopotential number by the normal gravity value computed on the
 KA1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1232.degrees latitude (g = 980.6199 gals.).
 KA1232
 KA1232.The modeled gravity was interpolated from observed gravity values.
 KA1232
 KA1232;                    North         East    Units  Estimated Accuracy
 KA1232;SPC IN W     -   460,760.      875,550.      MT  (+/- 180 meters Scaled)
 KA1232
 KA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ683610(NAD 83)
 KA1232
 KA1232                          SUPERSEDED SURVEY CONTROL
 KA1232
 KA1232  NGVD 29 (??/??/92)  155.444  (m)          509.99   (f) ADJ UNCH    1 2
 KA1232
 KA1232.Superseded values are not recommended for survey control.
 KA1232
 KA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1232.See file dsdata.pdf to determine how the superseded data were derived.
 KA1232
 KA1232_MARKER: DB = BENCH MARK DISK
 KA1232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1232_SP_SET: PIER
 KA1232_STAMPING: P 81 1946
 KA1232_MARK LOGO: CGS
 KA1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1232
 KA1232  HISTORY     - Date     Condition        Report By
 KA1232  HISTORY     - 1946     MONUMENTED       CGS
 KA1232  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1232
 KA1232                          STATION DESCRIPTION
 KA1232
 KA1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1232'1.1 MI SE FROM SPRING HILL.
 KA1232'ABOUT 1.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1232'FROM THE TOWER AT SPRING HILL, SET IN THE TOP OF THE NORTHEAST
 KA1232'END OF THE NORTHWEST CONCRETE PIER OF A STEEL TRESTLE NO. 183.89
 KA1232'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 80.5
 KA1232'FEET SOUTHWEST OF THE CENTER LINE OF THE NEW YORK CENTRAL
 KA1232'RAILROAD TRACK, 8 FEET NORTHEAST OF AND ABOUT 6 FEET LOWER THAN
 KA1232'THE CENTER LINE OF THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC
 KA1232'RAILROAD.  A STANDARD DISK, STAMPED P 81 1946.
 KA1232
 KA1232                          STATION RECOVERY (1985)
 KA1232
 KA1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1203 ***********************************************************************
 KA1203  DESIGNATION -  P 82
 KA1203  PID         -  KA1203
 KA1203  STATE/COUNTY-  IN/CLAY
 KA1203  COUNTRY     -  US
 KA1203  USGS QUAD   -  CLAY CITY (2019)
 KA1203
 KA1203                         *CURRENT SURVEY CONTROL
 KA1203  ______________________________________________________________________
 KA1203* NAD 83(1986) POSITION- 39 15 22.     (N) 087 04 40.     (W)   SCALED
 KA1203* NAVD 88 ORTHO HEIGHT -   177.469 (meters)      582.25  (feet) ADJUSTED
 KA1203  ______________________________________________________________________
 KA1203  GEOID HEIGHT    -        -32.710 (meters)                     GEOID18
 KA1203  DYNAMIC HEIGHT  -        177.366 (meters)      581.91  (feet) COMP
 KA1203  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 KA1203
 KA1203  VERT ORDER      -  FIRST     CLASS II
 KA1203
 KA1203.The horizontal coordinates were scaled from a map and have
 KA1203.an estimated accuracy of +/- 6 seconds.
 KA1203
 KA1203.The orthometric height was determined by differential leveling and
 KA1203.adjusted by the NATIONAL GEODETIC SURVEY
 KA1203.in June 1991.
 KA1203
 KA1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1203.GEOID18 height accuracy estimate available here.
 KA1203
 KA1203.Click photographs - Photos may exist for this station.
 KA1203
 KA1203.The dynamic height is computed by dividing the NAVD 88
 KA1203.geopotential number by the normal gravity value computed on the
 KA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1203.degrees latitude (g = 980.6199 gals.).
 KA1203
 KA1203.The modeled gravity was interpolated from observed gravity values.
 KA1203
 KA1203;                    North         East    Units  Estimated Accuracy
 KA1203;SPC IN W     -   444,930.      900,480.      MT  (+/- 180 meters Scaled)
 KA1203
 KA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ932452(NAD 83)
 KA1203
 KA1203                          SUPERSEDED SURVEY CONTROL
 KA1203
 KA1203  NGVD 29 (??/??/92)  177.590  (m)          582.64   (f) ADJ UNCH    1 2
 KA1203
 KA1203.Superseded values are not recommended for survey control.
 KA1203
 KA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1203.See file dsdata.pdf to determine how the superseded data were derived.
 KA1203
 KA1203_MARKER: DB = BENCH MARK DISK
 KA1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1203_STAMPING: P 82 1946
 KA1203_MARK LOGO: CGS
 KA1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1203+STABILITY: SURFACE MOTION
 KA1203
 KA1203  HISTORY     - Date     Condition        Report By
 KA1203  HISTORY     - 1946     MONUMENTED       CGS
 KA1203  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1203
 KA1203                          STATION DESCRIPTION
 KA1203
 KA1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1203'2.5 MI NW FROM COAL CITY.
 KA1203'ABOUT 2.5 MILES NORTH-WEST ALONG THE NEW YORK CENTRAL
 KA1203'RAILROAD FROM THE STATION AT COAL CITY, ABOUT 2.45 MILES SOUTHEAST
 KA1203'FROM THE STATION AT CLAY CITY, AT A ROAD CROSSING, 61 FEET
 KA1203'NORTHWEST OF AND ACROSS THE ROAD FROM POWER POLE NO. N.I.P. CO.
 KA1203'3 -023 94, 41 FEET EAST OF R. E. A. POWER POLE NO. 2-216, 24 FEET
 KA1203'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 22 FEET SOUTHWEST
 KA1203'OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE TRACK, AND
 KA1203'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1203'DISK, STAMPED P 82 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1203'PROJECTING 4 INCHES ABOVE GROUND.
 KA1203
 KA1203                          STATION RECOVERY (1985)
 KA1203
 KA1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1203'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0920 ***********************************************************************
 KA0920  DESIGNATION -  P 83
 KA0920  PID         -  KA0920
 KA0920  STATE/COUNTY-  IN/VIGO
 KA0920  COUNTRY     -  US
 KA0920  USGS QUAD   -  ROSEDALE (2019)
 KA0920
 KA0920                         *CURRENT SURVEY CONTROL
 KA0920  ______________________________________________________________________
 KA0920* NAD 83(1986) POSITION- 39 34 12.     (N) 087 15 01.     (W)   SCALED
 KA0920* NAVD 88 ORTHO HEIGHT -   163.453 (meters)      536.26  (feet) ADJUSTED
 KA0920  ______________________________________________________________________
 KA0920  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 KA0920  DYNAMIC HEIGHT  -        163.359 (meters)      535.95  (feet) COMP
 KA0920  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA0920
 KA0920  VERT ORDER      -  FIRST     CLASS II
 KA0920
 KA0920.The horizontal coordinates were scaled from a map and have
 KA0920.an estimated accuracy of +/- 6 seconds.
 KA0920
 KA0920.The orthometric height was determined by differential leveling and
 KA0920.adjusted by the NATIONAL GEODETIC SURVEY
 KA0920.in June 1991.
 KA0920
 KA0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0920.GEOID18 height accuracy estimate available here.
 KA0920
 KA0920.Click photographs - Photos may exist for this station.
 KA0920
 KA0920.The dynamic height is computed by dividing the NAVD 88
 KA0920.geopotential number by the normal gravity value computed on the
 KA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0920.degrees latitude (g = 980.6199 gals.).
 KA0920
 KA0920.The modeled gravity was interpolated from observed gravity values.
 KA0920
 KA0920;                    North         East    Units  Estimated Accuracy
 KA0920;SPC IN W     -   479,790.      885,660.      MT  (+/- 180 meters Scaled)
 KA0920
 KA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ785800(NAD 83)
 KA0920
 KA0920                          SUPERSEDED SURVEY CONTROL
 KA0920
 KA0920  NGVD 29 (??/??/92)  163.561  (m)          536.62   (f) ADJ UNCH    1 2
 KA0920
 KA0920.Superseded values are not recommended for survey control.
 KA0920
 KA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0920.See file dsdata.pdf to determine how the superseded data were derived.
 KA0920
 KA0920_MARKER: DB = BENCH MARK DISK
 KA0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0920_SP_SET: CULVERT HEADWALL
 KA0920_STAMPING: P 83 1946
 KA0920_MARK LOGO: CGS
 KA0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0920+STABILITY: SURFACE MOTION
 KA0920
 KA0920  HISTORY     - Date     Condition        Report By
 KA0920  HISTORY     - 1946     MONUMENTED       CGS
 KA0920  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0920
 KA0920                          STATION DESCRIPTION
 KA0920
 KA0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0920'0.4 MI SW FROM FONTANET.
 KA0920'ABOUT 0.4 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0920'FROM THE STATION AT FONTANET, AND SET IN THE TOP OF THE SOUTHWEST
 KA0920'END OF THE NORTHWEST CONCRETE HEAD WALL OF 4 FOOT TILE PIPE
 KA0920'CULVERT NO. 176, 14 FEET NORTHWEST OF AND ABOUT 2 FEET LOWER
 KA0920'THAN THE CENTER LINE OF THE NORTHWEST TRACK.  A STANDARD DISK,
 KA0920'STAMPED P 83 1946.
 KA0920
 KA0920                          STATION RECOVERY (1985)
 KA0920
 KA0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0920'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1197 ***********************************************************************
 KA1197  DESIGNATION -  P 84
 KA1197  PID         -  KA1197
 KA1197  STATE/COUNTY-  IN/OWEN
 KA1197  COUNTRY     -  US
 KA1197  USGS QUAD   -  COAL CITY (2019)
 KA1197
 KA1197                         *CURRENT SURVEY CONTROL
 KA1197  ______________________________________________________________________
 KA1197* NAD 83(1986) POSITION- 39 12 10.     (N) 087 01 51.     (W)   SCALED
 KA1197* NAVD 88 ORTHO HEIGHT -   182.658 (meters)      599.27  (feet) POSTED
 KA1197  ______________________________________________________________________
 KA1197  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 KA1197  DYNAMIC HEIGHT  -        182.55  (meters)      598.9   (feet) COMP
 KA1197  MODELED GRAVITY -    980,036.9   (mgal)                       NAVD 88
 KA1197
 KA1197  VERT ORDER      -  * POSTED, SEE BELOW
 KA1197
 KA1197.The horizontal coordinates were scaled from a map and have
 KA1197.an estimated accuracy of +/- 6 seconds.
 KA1197
 KA1197.The orthometric height was determined by differential leveling
 KA1197.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1197
 KA1197.* This is a POSTED BENCH MARK height.
 KA1197
 KA1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1197.GEOID18 height accuracy estimate available here.
 KA1197
 KA1197.Click photographs - Photos may exist for this station.
 KA1197
 KA1197.The dynamic height is computed by dividing the NAVD 88
 KA1197.geopotential number by the normal gravity value computed on the
 KA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1197.degrees latitude (g = 980.6199 gals.).
 KA1197
 KA1197.The modeled gravity was interpolated from observed gravity values.
 KA1197
 KA1197;                    North         East    Units  Estimated Accuracy
 KA1197;SPC IN W     -   439,010.      904,540.      MT  (+/- 180 meters Scaled)
 KA1197
 KA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ973392(NAD 83)
 KA1197
 KA1197                          SUPERSEDED SURVEY CONTROL
 KA1197
 KA1197  NGVD 29 (??/??/92)  182.781  (m)          599.67   (f) ADJ UNCH    1 2
 KA1197
 KA1197.Superseded values are not recommended for survey control.
 KA1197
 KA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1197.See file dsdata.pdf to determine how the superseded data were derived.
 KA1197
 KA1197_MARKER: DB = BENCH MARK DISK
 KA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1197_STAMPING: P 84 1946
 KA1197_MARK LOGO: CGS
 KA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1197+STABILITY: SURFACE MOTION
 KA1197
 KA1197  HISTORY     - Date     Condition        Report By
 KA1197  HISTORY     - 1946     MONUMENTED       CGS
 KA1197  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1197
 KA1197                          STATION DESCRIPTION
 KA1197
 KA1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1197'2.2 MI S FROM COAL CITY.
 KA1197'ABOUT 2.15 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1197'THE STATION AT COAL CITY, AT A ROAD CROSSING, 46 FEET NORTHEAST
 KA1197'OF POLE NO. 33/04, 41 FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER
 KA1197'LINE OF THE TRACK, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KA1197'ROAD, 13 FEET EAST OF THE CROSSING SIGN, AND 2 FEET NORTH OF A
 KA1197'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 84 1946
 KA1197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA1197'GROUND.
 KA1197
 KA1197                          STATION RECOVERY (1985)
 KA1197
 KA1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1032 ***********************************************************************
 KA1032  DESIGNATION -  P 85
 KA1032  PID         -  KA1032
 KA1032  STATE/COUNTY-  IN/PARKE
 KA1032  COUNTRY     -  US
 KA1032  USGS QUAD   -  MECCA (2019)
 KA1032
 KA1032                         *CURRENT SURVEY CONTROL
 KA1032  ______________________________________________________________________
 KA1032* NAD 83(1986) POSITION- 39 43 50.     (N) 087 18 00.     (W)   SCALED
 KA1032* NAVD 88 ORTHO HEIGHT -   199.885 (meters)      655.79  (feet) ADJUSTED
 KA1032  ______________________________________________________________________
 KA1032  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 KA1032  DYNAMIC HEIGHT  -        199.773 (meters)      655.42  (feet) COMP
 KA1032  MODELED GRAVITY -    980,059.2   (mgal)                       NAVD 88
 KA1032
 KA1032  VERT ORDER      -  SECOND    CLASS 0
 KA1032
 KA1032.The horizontal coordinates were scaled from a map and have
 KA1032.an estimated accuracy of +/- 6 seconds.
 KA1032
 KA1032.The orthometric height was determined by differential leveling and
 KA1032.adjusted by the NATIONAL GEODETIC SURVEY
 KA1032.in June 1991.
 KA1032
 KA1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1032.GEOID18 height accuracy estimate available here.
 KA1032
 KA1032.Click photographs - Photos may exist for this station.
 KA1032
 KA1032.The dynamic height is computed by dividing the NAVD 88
 KA1032.geopotential number by the normal gravity value computed on the
 KA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1032.degrees latitude (g = 980.6199 gals.).
 KA1032
 KA1032.The modeled gravity was interpolated from observed gravity values.
 KA1032
 KA1032;                    North         East    Units  Estimated Accuracy
 KA1032;SPC IN W     -   497,620.      881,430.      MT  (+/- 180 meters Scaled)
 KA1032
 KA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ742978(NAD 83)
 KA1032
 KA1032                          SUPERSEDED SURVEY CONTROL
 KA1032
 KA1032  NGVD 29 (??/??/92)  199.985  (m)          656.12   (f) ADJ UNCH    2 0
 KA1032
 KA1032.Superseded values are not recommended for survey control.
 KA1032
 KA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1032.See file dsdata.pdf to determine how the superseded data were derived.
 KA1032
 KA1032_MARKER: DB = BENCH MARK DISK
 KA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1032_STAMPING: P 85 1946
 KA1032_MARK LOGO: CGS
 KA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1032+STABILITY: SURFACE MOTION
 KA1032
 KA1032  HISTORY     - Date     Condition        Report By
 KA1032  HISTORY     - 1946     MONUMENTED       CGS
 KA1032
 KA1032                          STATION DESCRIPTION
 KA1032
 KA1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1032'4.6 MI SW FROM ROCKVILLE.
 KA1032'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1032'AT ROCKVILLE, THENCE ABOUT 4.25 MILES SOUTHWEST ALONG U.S.
 KA1032'HIGHWAY 41, AT THE CHURCH OF CHRIST AND A ROAD LEADING WEST TO
 KA1032'MECCA, 108 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO
 KA1032'MECCA, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.8
 KA1032'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, 2.3 FEET
 KA1032'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE
 KA1032'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 85 1946 AND
 KA1032'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA1032'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0239 ***********************************************************************
 KA0239  DESIGNATION -  P 86
 KA0239  PID         -  KA0239
 KA0239  STATE/COUNTY-  IN/HENDRICKS
 KA0239  COUNTRY     -  US
 KA0239  USGS QUAD   -  BROWNSBURG (2019)
 KA0239
 KA0239                         *CURRENT SURVEY CONTROL
 KA0239  ______________________________________________________________________
 KA0239* NAD 83(1986) POSITION- 39 48 51.77   (N) 086 24 03.41   (W)   HD_HELD1
 KA0239* NAVD 88 ORTHO HEIGHT -   265.169 (meters)      869.98  (feet) ADJUSTED
 KA0239  ______________________________________________________________________
 KA0239  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 KA0239  DYNAMIC HEIGHT  -        265.025 (meters)      869.50  (feet) COMP
 KA0239  MODELED GRAVITY -    980,073.4   (mgal)                       NAVD 88
 KA0239
 KA0239  VERT ORDER      -  SECOND    CLASS 0
 KA0239
 KA0239.The horizontal coordinates were determined by differentially corrected
 KA0239.hand held GPS observations or other comparable positioning techniques
 KA0239.and have an estimated accuracy of +/- 3 meters.
 KA0239
 KA0239.The orthometric height was determined by differential leveling and
 KA0239.adjusted by the NATIONAL GEODETIC SURVEY
 KA0239.in June 1991.
 KA0239
 KA0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0239.GEOID18 height accuracy estimate available here.
 KA0239
 KA0239.Click photographs - Photos may exist for this station.
 KA0239
 KA0239.The dynamic height is computed by dividing the NAVD 88
 KA0239.geopotential number by the normal gravity value computed on the
 KA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0239.degrees latitude (g = 980.6199 gals.).
 KA0239
 KA0239.The modeled gravity was interpolated from observed gravity values.
 KA0239
 KA0239;                    North         East    Units  Estimated Accuracy
 KA0239;SPC IN W     -   507,131.3     958,427.4     MT  (+/- 3 meters HH1 GPS) 
 KA0239
 KA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5127307327(NAD 83)
 KA0239
 KA0239                          SUPERSEDED SURVEY CONTROL
 KA0239
 KA0239  NGVD 29 (??/??/92)  265.281  (m)          870.34   (f) ADJ UNCH    2 0
 KA0239
 KA0239.Superseded values are not recommended for survey control.
 KA0239
 KA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0239.See file dsdata.pdf to determine how the superseded data were derived.
 KA0239
 KA0239_MARKER: DB = BENCH MARK DISK
 KA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0239_STAMPING: P 86 1946
 KA0239_MARK LOGO: CGS
 KA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0239+STABILITY: SURFACE MOTION
 KA0239
 KA0239  HISTORY     - Date     Condition        Report By
 KA0239  HISTORY     - 1946     MONUMENTED       CGS
 KA0239  HISTORY     - 1978     GOOD             LOCSUR
 KA0239
 KA0239                          STATION DESCRIPTION
 KA0239
 KA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0239'1.9 MI S FROM BROWNSBURG.
 KA0239'ABOUT 1.9 MILE SOUTH ALONG THE BROWNSBURG-AVON ROAD FROM THE
 KA0239'MAIN STREET INTERSECTION AT BROWNSBURG, 0.4 MILE SOUTH OF THE
 KA0239'JUNCTION WITH A GRAVEL ROAD LEADING EAST TO BROWNSBURG AIRPORT,
 KA0239'AT THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, IN THE
 KA0239'NORTHWEST QUARTER OF THE CROSSING, AT THE SOUTHEAST CORNER OF
 KA0239'AN APPLE ORCHARD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KA0239'47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 16 FEET
 KA0239'NORTH OF POLE NUMBER 37/40, 3 FEET SOUTHWEST OF A FENCE CORNER,
 KA0239'2 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 KA0239'LOWER THAN THE ROAD LEVEL.  A STANDARD DISK, STAMPED P 86 1946
 KA0239'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0239'ABOVE GROUND.
 KA0239
 KA0239                          STATION RECOVERY (1978)
 KA0239
 KA0239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0759 ***********************************************************************
 LB0759  DESIGNATION -  P 87
 LB0759  PID         -  LB0759
 LB0759  STATE/COUNTY-  IN/MONTGOMERY
 LB0759  COUNTRY     -  US
 LB0759  USGS QUAD   -  DARLINGTON (2019)
 LB0759
 LB0759                         *CURRENT SURVEY CONTROL
 LB0759  ______________________________________________________________________
 LB0759* NAD 83(1986) POSITION- 40 06 54.     (N) 086 46 19.     (W)   SCALED
 LB0759* NAVD 88 ORTHO HEIGHT -   230.972 (meters)      757.78  (feet) ADJUSTED
 LB0759  ______________________________________________________________________
 LB0759  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB0759  DYNAMIC HEIGHT  -        230.848 (meters)      757.37  (feet) COMP
 LB0759  MODELED GRAVITY -    980,085.5   (mgal)                       NAVD 88
 LB0759
 LB0759  VERT ORDER      -  SECOND    CLASS 0
 LB0759
 LB0759.The horizontal coordinates were scaled from a map and have
 LB0759.an estimated accuracy of +/- 6 seconds.
 LB0759
 LB0759.The orthometric height was determined by differential leveling and
 LB0759.adjusted by the NATIONAL GEODETIC SURVEY
 LB0759.in June 1991.
 LB0759
 LB0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0759.GEOID18 height accuracy estimate available here.
 LB0759
 LB0759.Click photographs - Photos may exist for this station.
 LB0759
 LB0759.The dynamic height is computed by dividing the NAVD 88
 LB0759.geopotential number by the normal gravity value computed on the
 LB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0759.degrees latitude (g = 980.6199 gals.).
 LB0759
 LB0759.The modeled gravity was interpolated from observed gravity values.
 LB0759
 LB0759;                    North         East    Units  Estimated Accuracy
 LB0759;SPC IN W     -   540,330.      926,550.      MT  (+/- 180 meters Scaled)
 LB0759
 LB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194405(NAD 83)
 LB0759
 LB0759                          SUPERSEDED SURVEY CONTROL
 LB0759
 LB0759  NGVD 29 (??/??/92)  231.069  (m)          758.10   (f) ADJ UNCH    2 0
 LB0759
 LB0759.Superseded values are not recommended for survey control.
 LB0759
 LB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0759.See file dsdata.pdf to determine how the superseded data were derived.
 LB0759
 LB0759_MARKER: DB = BENCH MARK DISK
 LB0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0759_SP_SET: ABUTMENT
 LB0759_STAMPING: P 87 1946
 LB0759_MARK LOGO: CGS
 LB0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0759
 LB0759  HISTORY     - Date     Condition        Report By
 LB0759  HISTORY     - 1946     MONUMENTED       CGS
 LB0759
 LB0759                          STATION DESCRIPTION
 LB0759
 LB0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0759'0.6 MI NE FROM DARLINGTON.
 LB0759'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0759'STATION AT DARLINGTON, AT A RAILROAD TRESTLE OVER A PAVED ROAD
 LB0759'(TRESLE 60/72), IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT,
 LB0759'5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3 FEET LOWER
 LB0759'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0799 ***********************************************************************
 LB0799  DESIGNATION -  P 88
 LB0799  PID         -  LB0799
 LB0799  STATE/COUNTY-  IN/TIPPECANOE
 LB0799  COUNTRY     -  US
 LB0799  USGS QUAD   -  ROMNEY (2019)
 LB0799
 LB0799                         *CURRENT SURVEY CONTROL
 LB0799  ______________________________________________________________________
 LB0799* NAD 83(1986) POSITION- 40 15 31.74   (N) 086 53 58.87   (W)   HD_HELD1
 LB0799* NAVD 88 ORTHO HEIGHT -   227.398 (meters)      746.05  (feet) ADJUSTED
 LB0799  ______________________________________________________________________
 LB0799  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 LB0799  DYNAMIC HEIGHT  -        227.282 (meters)      745.67  (feet) COMP
 LB0799  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 LB0799
 LB0799  VERT ORDER      -  SECOND    CLASS 0
 LB0799
 LB0799.The horizontal coordinates were determined by differentially corrected
 LB0799.hand held GPS observations or other comparable positioning techniques
 LB0799.and have an estimated accuracy of +/- 3 meters.
 LB0799
 LB0799.The orthometric height was determined by differential leveling and
 LB0799.adjusted by the NATIONAL GEODETIC SURVEY
 LB0799.in June 1991.
 LB0799
 LB0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0799.GEOID18 height accuracy estimate available here.
 LB0799
 LB0799.Click photographs - Photos may exist for this station.
 LB0799
 LB0799.The dynamic height is computed by dividing the NAVD 88
 LB0799.geopotential number by the normal gravity value computed on the
 LB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0799.degrees latitude (g = 980.6199 gals.).
 LB0799
 LB0799.The modeled gravity was interpolated from observed gravity values.
 LB0799
 LB0799;                    North         East    Units  Estimated Accuracy
 LB0799;SPC IN W     -   556,271.1     915,622.5     MT  (+/- 3 meters HH1 GPS) 
 LB0799
 LB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0853056488(NAD 83)
 LB0799
 LB0799                          SUPERSEDED SURVEY CONTROL
 LB0799
 LB0799  NGVD 29 (??/??/92)  227.485  (m)          746.34   (f) ADJ UNCH    2 0
 LB0799
 LB0799.Superseded values are not recommended for survey control.
 LB0799
 LB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0799.See file dsdata.pdf to determine how the superseded data were derived.
 LB0799
 LB0799_MARKER: DB = BENCH MARK DISK
 LB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0799_STAMPING: P 88 1946
 LB0799_MARK LOGO: CGS
 LB0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0799+STABILITY: SURFACE MOTION
 LB0799
 LB0799  HISTORY     - Date     Condition        Report By
 LB0799  HISTORY     - 1946     MONUMENTED       CGS
 LB0799  HISTORY     - 1966     GOOD             CGS
 LB0799  HISTORY     - 20090705 GOOD             GEOCAC
 LB0799
 LB0799                          STATION DESCRIPTION
 LB0799
 LB0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0799'0.2 MI E FROM ROMNEY.
 LB0799'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0799'WITH STATE HIGHWAY 43 AT ROMNEY, IN THE FENCE LINE AT THE
 LB0799'SOUTHEAST CORNER OF A WOODED PASTURE, 38 FEET NORTH OF AND ABOUT
 LB0799'2 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 22.5 FEET NORTHWEST
 LB0799'OF POLE NO. 526, 6 FEET NORTH OF A FENCE CORNER POST, AND 2
 LB0799'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LB0799'STAMPED P 88 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0799'5 INCHES ABOVE GROUND.
 LB0799
 LB0799                          STATION RECOVERY (1966)
 LB0799
 LB0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0799'RECOVERED IN GOOD CONDITION.
 LB0799
 LB0799                          STATION RECOVERY (2009)
 LB0799
 LB0799'RECOVERY NOTE BY GEOCACHING 2009 (BPS)
 LB0799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0827 ***********************************************************************
 LB0827  DESIGNATION -  P 89
 LB0827  PID         -  LB0827
 LB0827  STATE/COUNTY-  IN/TIPPECANOE
 LB0827  COUNTRY     -  US
 LB0827  USGS QUAD   -  ROMNEY (2019)
 LB0827
 LB0827                         *CURRENT SURVEY CONTROL
 LB0827  ______________________________________________________________________
 LB0827* NAD 83(1986) POSITION- 40 15 58.     (N) 086 54 14.     (W)   SCALED
 LB0827* NAVD 88 ORTHO HEIGHT -   219.411 (meters)      719.85  (feet) ADJUSTED
 LB0827  ______________________________________________________________________
 LB0827  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LB0827  DYNAMIC HEIGHT  -        219.299 (meters)      719.48  (feet) COMP
 LB0827  MODELED GRAVITY -    980,112.3   (mgal)                       NAVD 88
 LB0827
 LB0827  VERT ORDER      -  SECOND    CLASS 0
 LB0827
 LB0827.The horizontal coordinates were scaled from a map and have
 LB0827.an estimated accuracy of +/- 6 seconds.
 LB0827
 LB0827.The orthometric height was determined by differential leveling and
 LB0827.adjusted by the NATIONAL GEODETIC SURVEY
 LB0827.in June 1991.
 LB0827
 LB0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0827.GEOID18 height accuracy estimate available here.
 LB0827
 LB0827.Click photographs - Photos may exist for this station.
 LB0827
 LB0827.The dynamic height is computed by dividing the NAVD 88
 LB0827.geopotential number by the normal gravity value computed on the
 LB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0827.degrees latitude (g = 980.6199 gals.).
 LB0827
 LB0827.The modeled gravity was interpolated from observed gravity values.
 LB0827
 LB0827;                    North         East    Units  Estimated Accuracy
 LB0827;SPC IN W     -   557,080.      915,260.      MT  (+/- 180 meters Scaled)
 LB0827
 LB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081572(NAD 83)
 LB0827
 LB0827                          SUPERSEDED SURVEY CONTROL
 LB0827
 LB0827  NGVD 29 (??/??/92)  219.498  (m)          720.14   (f) ADJ UNCH    2 0
 LB0827
 LB0827.Superseded values are not recommended for survey control.
 LB0827
 LB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0827.See file dsdata.pdf to determine how the superseded data were derived.
 LB0827
 LB0827_MARKER: DB = BENCH MARK DISK
 LB0827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0827_SP_SET: CULVERT HEADWALL
 LB0827_STAMPING: P 89 1946
 LB0827_MARK LOGO: CGS
 LB0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0827+STABILITY: SURFACE MOTION
 LB0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0827+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2010
 LB0827
 LB0827  HISTORY     - Date     Condition        Report By
 LB0827  HISTORY     - 1946     MONUMENTED       CGS
 LB0827  HISTORY     - 1966     GOOD             CGS
 LB0827  HISTORY     - 20100217 GOOD             HANPRO
 LB0827
 LB0827                          STATION DESCRIPTION
 LB0827
 LB0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0827'1 MI N FROM ROMNEY.
 LB0827'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 LB0827'AT ROMNEY, ABOUT 0.45 MILE NORTH OF THE INTERSECTION OF STATE
 LB0827'HIGHWAYS 43 AND 28, AT THE JUNCTION OF A ROAD LEADING EAST, SET
 LB0827'IN THE SOUTH END OF THE WEST HEAD WALL OF A 16 INCH CONCRETE
 LB0827'CULVERT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 LB0827'SOUTH OF THE PROLONGED CENTER LINE OF THE GRAVEL ROAD EAST, AND
 LB0827'ABOUT 2 FEET BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED P
 LB0827'89 1946.
 LB0827
 LB0827                          STATION RECOVERY (1966)
 LB0827
 LB0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0827'RECOVERED IN GOOD CONDITION.
 LB0827
 LB0827                          STATION RECOVERY (2010)
 LB0827
 LB0827'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2010 (RLW)
 LB0827'HIGHWAY 43 IS NOW US 231,THE GRAVEL ROAD EAST IS NOW PAVED,NAMED 1050S
 LB0827'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2110 ***********************************************************************
 JZ2110  DESIGNATION -  P 92
 JZ2110  PID         -  JZ2110
 JZ2110  STATE/COUNTY-  IN/JENNINGS
 JZ2110  COUNTRY     -  US
 JZ2110  USGS QUAD   -  NORTH VERNON (2019)
 JZ2110
 JZ2110                         *CURRENT SURVEY CONTROL
 JZ2110  ______________________________________________________________________
 JZ2110* NAD 83(1986) POSITION- 39 00 23.     (N) 085 38 03.     (W)   SCALED
 JZ2110* NAVD 88 ORTHO HEIGHT -   228.327 (meters)      749.10  (feet) ADJUSTED
 JZ2110  ______________________________________________________________________
 JZ2110  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ2110  DYNAMIC HEIGHT  -        228.182 (meters)      748.63  (feet) COMP
 JZ2110  MODELED GRAVITY -    979,987.3   (mgal)                       NAVD 88
 JZ2110
 JZ2110  VERT ORDER      -  FIRST     CLASS II
 JZ2110
 JZ2110.The horizontal coordinates were scaled from a map and have
 JZ2110.an estimated accuracy of +/- 6 seconds.
 JZ2110
 JZ2110.The orthometric height was determined by differential leveling and
 JZ2110.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2110.in June 1991.
 JZ2110
 JZ2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2110.GEOID18 height accuracy estimate available here.
 JZ2110
 JZ2110.Click photographs - Photos may exist for this station.
 JZ2110
 JZ2110.The dynamic height is computed by dividing the NAVD 88
 JZ2110.geopotential number by the normal gravity value computed on the
 JZ2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2110.degrees latitude (g = 980.6199 gals.).
 JZ2110
 JZ2110.The modeled gravity was interpolated from observed gravity values.
 JZ2110
 JZ2110;                    North         East    Units  Estimated Accuracy
 JZ2110;SPC IN E     -   417,210.      102,820.      MT  (+/- 180 meters Scaled)
 JZ2110
 JZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ182183(NAD 83)
 JZ2110
 JZ2110                          SUPERSEDED SURVEY CONTROL
 JZ2110
 JZ2110  NGVD 29 (??/??/92)  228.446  (m)          749.49   (f) ADJ UNCH    1 2
 JZ2110
 JZ2110.Superseded values are not recommended for survey control.
 JZ2110
 JZ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2110.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2110
 JZ2110_MARKER: DB = BENCH MARK DISK
 JZ2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2110_SP_SET: BUILDING
 JZ2110_STAMPING: P 92 1938
 JZ2110_MARK LOGO: CGS
 JZ2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2110
 JZ2110  HISTORY     - Date     Condition        Report By
 JZ2110  HISTORY     - 1938     MONUMENTED       CGS
 JZ2110  HISTORY     - 1979     GOOD             DOD
 JZ2110
 JZ2110                          STATION DESCRIPTION
 JZ2110
 JZ2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2110'0.6 MI W FROM NORTH VERNON.
 JZ2110'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2110'STATION AT NORTH VERNON, JENNINGS COUNTY, AT WHITCOMB, 75 FEET
 JZ2110'SOUTH OF THE MAIN TRACK, 50 FEET SOUTH OF POLE 72/40, AT A
 JZ2110'RED-BRICK BUILDING, IN THE EAST END OF THE NORTH WALL, 28 FEET
 JZ2110'SOUTH OF THE CENTERLINE OF A ROAD, AND 3.3 FEET ABOVE THE GROUND.
 JZ2110'A STANDARD DISK, STAMPED P 92 1938 AND SET VERTICALLY.
 JZ2110
 JZ2110                          STATION RECOVERY (1979)
 JZ2110
 JZ2110'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1882 ***********************************************************************
 JZ1882  DESIGNATION -  P 93
 JZ1882  PID         -  JZ1882
 JZ1882  STATE/COUNTY-  IN/RIPLEY
 JZ1882  COUNTRY     -  US
 JZ1882  USGS QUAD   -  OSGOOD (2019)
 JZ1882
 JZ1882                         *CURRENT SURVEY CONTROL
 JZ1882  ______________________________________________________________________
 JZ1882* NAD 83(1986) POSITION- 39 07 39.24   (N) 085 17 42.62   (W)   HD_HELD1
 JZ1882* NAVD 88 ORTHO HEIGHT -   301.629 (meters)      989.59  (feet) POSTED
 JZ1882  ______________________________________________________________________
 JZ1882  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 JZ1882  DYNAMIC HEIGHT  -        301.43  (meters)      988.9   (feet) COMP
 JZ1882  MODELED GRAVITY -    979,974.5   (mgal)                       NAVD 88
 JZ1882
 JZ1882  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1882
 JZ1882.The horizontal coordinates were determined by differentially corrected
 JZ1882.hand held GPS observations or other comparable positioning techniques
 JZ1882.and have an estimated accuracy of +/- 3 meters.
 JZ1882
 JZ1882.The orthometric height was determined by differential leveling
 JZ1882.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1882
 JZ1882.* This is a POSTED BENCH MARK height.
 JZ1882
 JZ1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1882.GEOID18 height accuracy estimate available here.
 JZ1882
 JZ1882.Click photographs - Photos may exist for this station.
 JZ1882
 JZ1882.The dynamic height is computed by dividing the NAVD 88
 JZ1882.geopotential number by the normal gravity value computed on the
 JZ1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1882.degrees latitude (g = 980.6199 gals.).
 JZ1882
 JZ1882.The modeled gravity was interpolated from observed gravity values.
 JZ1882
 JZ1882;                    North         East    Units  Estimated Accuracy
 JZ1882;SPC IN E     -   430,723.6     132,122.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1882
 JZ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4736332316(NAD 83)
 JZ1882
 JZ1882                          SUPERSEDED SURVEY CONTROL
 JZ1882
 JZ1882  NGVD 29 (??/??/92)  301.769  (m)          990.05   (f) ADJ UNCH    1 2
 JZ1882
 JZ1882.Superseded values are not recommended for survey control.
 JZ1882
 JZ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1882.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1882
 JZ1882_MARKER: DB = BENCH MARK DISK
 JZ1882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1882_SP_SET: TOWER FOUNDATION
 JZ1882_STAMPING: P 93 1938
 JZ1882_MARK LOGO: CGS
 JZ1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1882
 JZ1882  HISTORY     - Date     Condition        Report By
 JZ1882  HISTORY     - 1938     MONUMENTED       CGS
 JZ1882
 JZ1882                          STATION DESCRIPTION
 JZ1882
 JZ1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1882'AT OSGOOD.
 JZ1882'AT OSGOOD, RIPLEY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ1882'0.2 MILE WEST OF THE STATION, AT THE MUNICIPAL WATER TANK, AND
 JZ1882'IN TOP OF THE SOUTHWEST FOUNDATION.  A STANDARD DISK, STAMPED
 JZ1882'P 93 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0934 ***********************************************************************
 LB0934  DESIGNATION -  P 94
 LB0934  PID         -  LB0934
 LB0934  STATE/COUNTY-  IN/TIPPECANOE
 LB0934  COUNTRY     -  US
 LB0934  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0934
 LB0934                         *CURRENT SURVEY CONTROL
 LB0934  ______________________________________________________________________
 LB0934* NAD 83(1986) POSITION- 40 24 59.04   (N) 086 55 50.28   (W)   HD_HELD1
 LB0934* NAVD 88 ORTHO HEIGHT -   186.394 (meters)      611.53  (feet) ADJUSTED
 LB0934  ______________________________________________________________________
 LB0934  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 LB0934  DYNAMIC HEIGHT  -        186.304 (meters)      611.23  (feet) COMP
 LB0934  MODELED GRAVITY -    980,134.9   (mgal)                       NAVD 88
 LB0934
 LB0934  VERT ORDER      -  SECOND    CLASS 0
 LB0934
 LB0934.This mark is at Purdue Univ Airport (LAF)
 LB0934
 LB0934.The horizontal coordinates were determined by differentially corrected
 LB0934.hand held GPS observations or other comparable positioning techniques
 LB0934.and have an estimated accuracy of +/- 3 meters.
 LB0934
 LB0934.The orthometric height was determined by differential leveling and
 LB0934.adjusted by the NATIONAL GEODETIC SURVEY
 LB0934.in June 1991.
 LB0934
 LB0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0934.GEOID18 height accuracy estimate available here.
 LB0934
 LB0934.Click photographs - Photos may exist for this station.
 LB0934
 LB0934.The dynamic height is computed by dividing the NAVD 88
 LB0934.geopotential number by the normal gravity value computed on the
 LB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0934.degrees latitude (g = 980.6199 gals.).
 LB0934
 LB0934.The modeled gravity was interpolated from observed gravity values.
 LB0934
 LB0934;                    North         East    Units  Estimated Accuracy
 LB0934;SPC IN W     -   573,763.8     912,959.7     MT  (+/- 3 meters HH1 GPS) 
 LB0934
 LB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0588473977(NAD 83)
 LB0934
 LB0934                          SUPERSEDED SURVEY CONTROL
 LB0934
 LB0934  NGVD 29 (??/??/92)  186.494  (m)          611.86   (f) ADJ UNCH    2 0
 LB0934
 LB0934.Superseded values are not recommended for survey control.
 LB0934
 LB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0934.See file dsdata.pdf to determine how the superseded data were derived.
 LB0934
 LB0934_MARKER: DB = BENCH MARK DISK
 LB0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0934_SP_SET: BUILDING
 LB0934_STAMPING: P 94 1946
 LB0934_MARK LOGO: CGS
 LB0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0934+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1992
 LB0934
 LB0934  HISTORY     - Date     Condition        Report By
 LB0934  HISTORY     - 1946     MONUMENTED       CGS
 LB0934  HISTORY     - 1974     GOOD             NGS
 LB0934  HISTORY     - 1978     GOOD             NGS
 LB0934  HISTORY     - 19920823 GOOD             NGS
 LB0934
 LB0934                          STATION DESCRIPTION
 LB0934
 LB0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0934'1.3 MI SW FROM WEST LA FAYETTE.
 LB0934'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 26 FROM THE PURDUE
 LB0934'UNIVERSITY AGRICULTURE BUILDING AT WEST LA FAYETTE, THENCE 0.5
 LB0934'MILE SOUTH ALONG A PAVED ROAD, AT PURDUE UNIVERSITY AIR PORT, AT
 LB0934'THE WESTERLY AND NEWER OF TWO LARGE BRICK HANGARS, SET VERTICALLY
 LB0934'IN THE EAST FACE OF THE NORTHEAST CORNER OF THE HANGAR, 11.5 FEET
 LB0934'NORTH OF THE NORTH EDGE OF THE MAIN HANGAR DOOR, 1 FOOT SOUTH OF
 LB0934'THE NORTHEAST CORNER AND 2.3 FEET ABOVE THE CONCRETE RAMP.
 LB0934'A STANDARD DISK, STAMPED P 94 1946.
 LB0934
 LB0934                          STATION RECOVERY (1974)
 LB0934
 LB0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB0934'RECOVERED IN GOOD CONDITION.
 LB0934
 LB0934                          STATION RECOVERY (1978)
 LB0934
 LB0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LB0934'RECOVERED IN GOOD CONDITION.
 LB0934
 LB0934                          STATION RECOVERY (1992)
 LB0934
 LB0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 LB0934'GRAVITY STATION 'WEST LAFAYETTE JB' IS ON GROUND BELOW DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0561 ***********************************************************************
 JZ0561  DESIGNATION -  P 94
 JZ0561  PID         -  JZ0561
 JZ0561  STATE/COUNTY-  IN/DEARBORN
 JZ0561  COUNTRY     -  US
 JZ0561  USGS QUAD   -  AURORA (2019)
 JZ0561
 JZ0561                         *CURRENT SURVEY CONTROL
 JZ0561  ______________________________________________________________________
 JZ0561* NAD 83(1986) POSITION- 39 03 00.     (N) 084 57 33.     (W)   SCALED
 JZ0561* NAVD 88 ORTHO HEIGHT -   147.608 (meters)      484.28  (feet) POSTED
 JZ0561  ______________________________________________________________________
 JZ0561  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 JZ0561  DYNAMIC HEIGHT  -        147.52  (meters)      484.0   (feet) COMP
 JZ0561  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 JZ0561
 JZ0561  VERT ORDER      -  * POSTED, SEE BELOW
 JZ0561
 JZ0561.The horizontal coordinates were scaled from a map and have
 JZ0561.an estimated accuracy of +/- 6 seconds.
 JZ0561
 JZ0561.The orthometric height was determined by differential leveling
 JZ0561.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ0561
 JZ0561.* This is a POSTED BENCH MARK height.
 JZ0561
 JZ0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0561.GEOID18 height accuracy estimate available here.
 JZ0561
 JZ0561.Click photographs - Photos may exist for this station.
 JZ0561
 JZ0561.The dynamic height is computed by dividing the NAVD 88
 JZ0561.geopotential number by the normal gravity value computed on the
 JZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0561.degrees latitude (g = 980.6199 gals.).
 JZ0561
 JZ0561.The modeled gravity was interpolated from observed gravity values.
 JZ0561
 JZ0561;                    North         East    Units  Estimated Accuracy
 JZ0561;SPC IN E     -   422,290.      161,240.      MT  (+/- 180 meters Scaled)
 JZ0561
 JZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ766243(NAD 83)
 JZ0561
 JZ0561                          SUPERSEDED SURVEY CONTROL
 JZ0561
 JZ0561  NGVD 29 (??/??/92)  147.81   (m)          484.9    (f) COMPUTED    1 2
 JZ0561
 JZ0561.Superseded values are not recommended for survey control.
 JZ0561
 JZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0561.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0561
 JZ0561_MARKER: DB = BENCH MARK DISK
 JZ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0561_SP_SET: ABUTMENT STEP
 JZ0561_STAMPING: P 94 1938
 JZ0561_MARK LOGO: CGS
 JZ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0561
 JZ0561  HISTORY     - Date     Condition        Report By
 JZ0561  HISTORY     - 1938     MONUMENTED       CGS
 JZ0561  HISTORY     - 1953     MARK NOT FOUND   CGS
 JZ0561
 JZ0561                          STATION DESCRIPTION
 JZ0561
 JZ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ0561'3.2 MI W FROM AURORA.
 JZ0561'3.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0561'STATION AT AURORA, DEARBORN COUNTY, 21 FEET WEST OF MILEPOST
 JZ0561'C 20, 60 YARDS SOUTHEAST OF A BRICK HOUSE, AT TRESTLE NO. 29.01,
 JZ0561'IN THE TOP OF THE SECOND STEP OF THE NORTHEAST ABUTMENT, 12 FEET
 JZ0561'NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 JZ0561'A STANDARD DISK, STAMPED P 94 1938.
 JZ0561
 JZ0561                          STATION RECOVERY (1953)
 JZ0561
 JZ0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JZ0561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1651 ***********************************************************************
 LB1651  DESIGNATION -  P 95
 LB1651  PID         -  LB1651
 LB1651  STATE/COUNTY-  IN/FOUNTAIN
 LB1651  COUNTRY     -  US
 LB1651  USGS QUAD   -  ATTICA (2019)
 LB1651
 LB1651                         *CURRENT SURVEY CONTROL
 LB1651  ______________________________________________________________________
 LB1651* NAD 83(1986) POSITION- 40 19 27.     (N) 087 10 32.     (W)   SCALED
 LB1651* NAVD 88 ORTHO HEIGHT -   168.697 (meters)      553.47  (feet) ADJUSTED
 LB1651  ______________________________________________________________________
 LB1651  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 LB1651  DYNAMIC HEIGHT  -        168.612 (meters)      553.19  (feet) COMP
 LB1651  MODELED GRAVITY -    980,122.2   (mgal)                       NAVD 88
 LB1651
 LB1651  VERT ORDER      -  SECOND    CLASS 0
 LB1651
 LB1651.The horizontal coordinates were scaled from a map and have
 LB1651.an estimated accuracy of +/- 6 seconds.
 LB1651
 LB1651.The orthometric height was determined by differential leveling and
 LB1651.adjusted by the NATIONAL GEODETIC SURVEY
 LB1651.in June 1991.
 LB1651
 LB1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1651.GEOID18 height accuracy estimate available here.
 LB1651
 LB1651.Click photographs - Photos may exist for this station.
 LB1651
 LB1651.The dynamic height is computed by dividing the NAVD 88
 LB1651.geopotential number by the normal gravity value computed on the
 LB1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1651.degrees latitude (g = 980.6199 gals.).
 LB1651
 LB1651.The modeled gravity was interpolated from observed gravity values.
 LB1651
 LB1651;                    North         East    Units  Estimated Accuracy
 LB1651;SPC IN W     -   563,520.      892,160.      MT  (+/- 180 meters Scaled)
 LB1651
 LB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK850637(NAD 83)
 LB1651
 LB1651                          SUPERSEDED SURVEY CONTROL
 LB1651
 LB1651  NGVD 29 (??/??/92)  168.772  (m)          553.71   (f) ADJ UNCH    2 0
 LB1651
 LB1651.Superseded values are not recommended for survey control.
 LB1651
 LB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1651.See file dsdata.pdf to determine how the superseded data were derived.
 LB1651
 LB1651_MARKER: DB = BENCH MARK DISK
 LB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1651_STAMPING: P 95 1946
 LB1651_MARK LOGO: CGS
 LB1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1651+STABILITY: SURFACE MOTION
 LB1651
 LB1651  HISTORY     - Date     Condition        Report By
 LB1651  HISTORY     - 1946     MONUMENTED       CGS
 LB1651
 LB1651                          STATION DESCRIPTION
 LB1651
 LB1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1651'0.5 MI SW FROM RIVERSIDE.
 LB1651'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSS ROAD
 LB1651'AT RIVERSIDE, AT THE SOUTHEAST CORNER OF A CHERRY TREE GROVE,
 LB1651'ABOUT 200 FEET SOUTHEAST OF A CEMENT BLOCK HOUSE, 49 FEET
 LB1651'NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHERN MOST OF TWO
 LB1651'TELEPHONE POLES, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LB1651'4 FEET NORTH OF A FENCE CORNER POST AT A T FENCE NORTH 2 FEET
 LB1651'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW THE
 LB1651'CENTER OF THE ROAD.  A STANDARD DISK, STAMPED P 95 1946 AND SET
 LB1651'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1701 ***********************************************************************
 LB1701  DESIGNATION -  P 96
 LB1701  PID         -  LB1701
 LB1701  STATE/COUNTY-  IN/FOUNTAIN
 LB1701  COUNTRY     -  US
 LB1701  USGS QUAD   -  MELLOTT (2019)
 LB1701
 LB1701                         *CURRENT SURVEY CONTROL
 LB1701  ______________________________________________________________________
 LB1701* NAD 83(1986) POSITION- 40 11 58.     (N) 087 07 29.     (W)   SCALED
 LB1701* NAVD 88 ORTHO HEIGHT -   218.560 (meters)      717.06  (feet) ADJUSTED
 LB1701  ______________________________________________________________________
 LB1701  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 LB1701  DYNAMIC HEIGHT  -        218.448 (meters)      716.69  (feet) COMP
 LB1701  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LB1701
 LB1701  VERT ORDER      -  SECOND    CLASS 0
 LB1701
 LB1701.The horizontal coordinates were scaled from a map and have
 LB1701.an estimated accuracy of +/- 6 seconds.
 LB1701
 LB1701.The orthometric height was determined by differential leveling and
 LB1701.adjusted by the NATIONAL GEODETIC SURVEY
 LB1701.in June 1991.
 LB1701
 LB1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1701.GEOID18 height accuracy estimate available here.
 LB1701
 LB1701.Click photographs - Photos may exist for this station.
 LB1701
 LB1701.The dynamic height is computed by dividing the NAVD 88
 LB1701.geopotential number by the normal gravity value computed on the
 LB1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1701.degrees latitude (g = 980.6199 gals.).
 LB1701
 LB1701.The modeled gravity was interpolated from observed gravity values.
 LB1701
 LB1701;                    North         East    Units  Estimated Accuracy
 LB1701;SPC IN W     -   549,660.      896,480.      MT  (+/- 180 meters Scaled)
 LB1701
 LB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK893499(NAD 83)
 LB1701
 LB1701                          SUPERSEDED SURVEY CONTROL
 LB1701
 LB1701  NGVD 29 (??/??/92)  218.639  (m)          717.32   (f) ADJ UNCH    2 0
 LB1701
 LB1701.Superseded values are not recommended for survey control.
 LB1701
 LB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1701.See file dsdata.pdf to determine how the superseded data were derived.
 LB1701
 LB1701_MARKER: DB = BENCH MARK DISK
 LB1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1701_STAMPING: P 96 1946
 LB1701_MARK LOGO: CGS
 LB1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1701+STABILITY: SURFACE MOTION
 LB1701
 LB1701  HISTORY     - Date     Condition        Report By
 LB1701  HISTORY     - 1946     MONUMENTED       CGS
 LB1701  HISTORY     - 20041014 MARK NOT FOUND   INDOT
 LB1701
 LB1701                          STATION DESCRIPTION
 LB1701
 LB1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1701'1.4 MI SE FROM NEWTON.
 LB1701'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1701'OFFICE AT NEWTOWN, ABOUT 0.25 MILE WEST OF A SIDE ROAD LEADING
 LB1701'SOUTH, 0.1 MILE EAST OF A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 LB1701'TANGENTS EXTENDING EAST AND NORTH, 80 FEET NORTHWEST AND ACROSS
 LB1701'THE HIGHWAY FROM A 24 INCH ELM TREE, 71 FEET SOUTHWEST OF POWER
 LB1701'POLE NO. 142-446, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB1701'3.5 FEET NORTHWEST OF A CORNER POST AT A T FENCE LEADING NORTH,
 LB1701'2 FEET EAST OF A WHITE WITNESS POST.  A STANDARD DISK, STAMPED
 LB1701'P 96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB1701'INCHES ABOVE GROUND.
 LB1701
 LB1701                          STATION RECOVERY (2004)
 LB1701
 LB1701'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2004
 LB1701'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1544 ***********************************************************************
 LB1544  DESIGNATION -  P 97
 LB1544  PID         -  LB1544
 LB1544  STATE/COUNTY-  IN/FOUNTAIN
 LB1544  COUNTRY     -  US
 LB1544  USGS QUAD   -  MELLOTT (2019)
 LB1544
 LB1544                         *CURRENT SURVEY CONTROL
 LB1544  ______________________________________________________________________
 LB1544* NAD 83(1986) POSITION- 40 08 32.     (N) 087 14 34.     (W)   SCALED
 LB1544* NAVD 88 ORTHO HEIGHT -   187.026 (meters)      613.60  (feet) ADJUSTED
 LB1544  ______________________________________________________________________
 LB1544  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 LB1544  DYNAMIC HEIGHT  -        186.929 (meters)      613.28  (feet) COMP
 LB1544  MODELED GRAVITY -    980,103.3   (mgal)                       NAVD 88
 LB1544
 LB1544  VERT ORDER      -  SECOND    CLASS 0
 LB1544
 LB1544.The horizontal coordinates were scaled from a map and have
 LB1544.an estimated accuracy of +/- 6 seconds.
 LB1544
 LB1544.The orthometric height was determined by differential leveling and
 LB1544.adjusted by the NATIONAL GEODETIC SURVEY
 LB1544.in June 1991.
 LB1544
 LB1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1544.GEOID18 height accuracy estimate available here.
 LB1544
 LB1544.Click photographs - Photos may exist for this station.
 LB1544
 LB1544.The dynamic height is computed by dividing the NAVD 88
 LB1544.geopotential number by the normal gravity value computed on the
 LB1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1544.degrees latitude (g = 980.6199 gals.).
 LB1544
 LB1544.The modeled gravity was interpolated from observed gravity values.
 LB1544
 LB1544;                    North         East    Units  Estimated Accuracy
 LB1544;SPC IN W     -   543,320.      886,410.      MT  (+/- 180 meters Scaled)
 LB1544
 LB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793435(NAD 83)
 LB1544
 LB1544                          SUPERSEDED SURVEY CONTROL
 LB1544
 LB1544  NGVD 29 (??/??/92)  187.100  (m)          613.84   (f) ADJ UNCH    2 0
 LB1544
 LB1544.Superseded values are not recommended for survey control.
 LB1544
 LB1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1544.See file dsdata.pdf to determine how the superseded data were derived.
 LB1544
 LB1544_MARKER: DB = BENCH MARK DISK
 LB1544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1544_SP_SET: CULVERT HEADWALL
 LB1544_STAMPING: P 97 1946
 LB1544_MARK LOGO: CGS
 LB1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1544+STABILITY: SURFACE MOTION
 LB1544
 LB1544  HISTORY     - Date     Condition        Report By
 LB1544  HISTORY     - 1946     MONUMENTED       CGS
 LB1544
 LB1544                          STATION DESCRIPTION
 LB1544
 LB1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1544'2 MI N FROM STERLING.
 LB1544'ABOUT 2.05 MILES NORTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1544'WITH STATE HIGHWAY 34 AT STERLING, ABOUT 1.0 MILE NORTH OF A
 LB1544'RAIL ROAD CROSSING, SET IN THE TOP OF THE NORTH END OF THE EAST
 LB1544'CONCRETE HEAD WALL OF A 6 FOOT CONCRETE CULVERT, 95 FEET SOUTH
 LB1544'OF THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 21.5 FEET EAST
 LB1544'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH
 LB1544'END OF THE HEAD WALL, AND ABOUT 2.5 FEET BELOW THE CENTER LINE
 LB1544'OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1522 ***********************************************************************
 LB1522  DESIGNATION -  P 98
 LB1522  PID         -  LB1522
 LB1522  STATE/COUNTY-  IN/WARREN
 LB1522  COUNTRY     -  US
 LB1522  USGS QUAD   -  ATTICA (2019)
 LB1522
 LB1522                         *CURRENT SURVEY CONTROL
 LB1522  ______________________________________________________________________
 LB1522* NAD 83(1986) POSITION- 40 20 12.     (N) 087 14 18.     (W)   SCALED
 LB1522* NAVD 88 ORTHO HEIGHT -   198.278 (meters)      650.52  (feet) ADJUSTED
 LB1522  ______________________________________________________________________
 LB1522  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 LB1522  DYNAMIC HEIGHT  -        198.178 (meters)      650.19  (feet) COMP
 LB1522  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 LB1522
 LB1522  VERT ORDER      -  SECOND    CLASS 0
 LB1522
 LB1522.The horizontal coordinates were scaled from a map and have
 LB1522.an estimated accuracy of +/- 6 seconds.
 LB1522
 LB1522.The orthometric height was determined by differential leveling and
 LB1522.adjusted by the NATIONAL GEODETIC SURVEY
 LB1522.in June 1991.
 LB1522
 LB1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1522.GEOID18 height accuracy estimate available here.
 LB1522
 LB1522.Click photographs - Photos may exist for this station.
 LB1522
 LB1522.The dynamic height is computed by dividing the NAVD 88
 LB1522.geopotential number by the normal gravity value computed on the
 LB1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1522.degrees latitude (g = 980.6199 gals.).
 LB1522
 LB1522.The modeled gravity was interpolated from observed gravity values.
 LB1522
 LB1522;                    North         East    Units  Estimated Accuracy
 LB1522;SPC IN W     -   564,910.      886,830.      MT  (+/- 180 meters Scaled)
 LB1522
 LB1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK797651(NAD 83)
 LB1522
 LB1522                          SUPERSEDED SURVEY CONTROL
 LB1522
 LB1522  NGVD 29 (??/??/92)  198.344  (m)          650.73   (f) ADJ UNCH    2 0
 LB1522
 LB1522.Superseded values are not recommended for survey control.
 LB1522
 LB1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1522.See file dsdata.pdf to determine how the superseded data were derived.
 LB1522
 LB1522_MARKER: DB = BENCH MARK DISK
 LB1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1522_STAMPING: P 98 1946
 LB1522_MARK LOGO: CGS
 LB1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1522+STABILITY: SURFACE MOTION
 LB1522
 LB1522  HISTORY     - Date     Condition        Report By
 LB1522  HISTORY     - 1946     MONUMENTED       CGS
 LB1522
 LB1522                          STATION DESCRIPTION
 LB1522
 LB1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1522'4.3 MI N FROM ATTICA.
 LB1522'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1522'OFFICE AT ATTICA, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A BLACK
 LB1522'TOP ROAD, THENCE ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD
 LB1522'LEADING TO PINE VILLAGE.  BENCH MARK IS 45 FEET WEST OF THE
 LB1522'CENTER LINE OF THE ROAD LEADING TO A FARM, 25 FEET SOUTH OF AN
 LB1522'OAK TREE WITH THE TOP BROKEN OFF, 1  FEET NORTH-WEST OF A TWIN
 LB1522'OAK TREE, 2.5 FEET EAST OF A FENCE POST, 1 FOOT EAST OF A FENCE
 LB1522'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 LB1522'FOOT BELOW THE ROAD.  A STANDARD DISK, STAMPED P 98 1946 AND
 LB1522'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1569 ***********************************************************************
 LB1569  DESIGNATION -  P 99
 LB1569  PID         -  LB1569
 LB1569  STATE/COUNTY-  IN/WARREN
 LB1569  COUNTRY     -  US
 LB1569  USGS QUAD   -  WEST LEBANON (2019)
 LB1569
 LB1569                         *CURRENT SURVEY CONTROL
 LB1569  ______________________________________________________________________
 LB1569* NAD 83(1986) POSITION- 40 16 32.     (N) 087 23 12.     (W)   SCALED
 LB1569* NAVD 88 ORTHO HEIGHT -   202.215 (meters)      663.43  (feet) ADJUSTED
 LB1569  ______________________________________________________________________
 LB1569  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 LB1569  DYNAMIC HEIGHT  -        202.113 (meters)      663.10  (feet) COMP
 LB1569  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 LB1569
 LB1569  VERT ORDER      -  SECOND    CLASS 0
 LB1569
 LB1569.The horizontal coordinates were scaled from a map and have
 LB1569.an estimated accuracy of +/- 6 seconds.
 LB1569
 LB1569.The orthometric height was determined by differential leveling and
 LB1569.adjusted by the NATIONAL GEODETIC SURVEY
 LB1569.in June 1991.
 LB1569
 LB1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1569.GEOID18 height accuracy estimate available here.
 LB1569
 LB1569.Click photographs - Photos may exist for this station.
 LB1569
 LB1569.The dynamic height is computed by dividing the NAVD 88
 LB1569.geopotential number by the normal gravity value computed on the
 LB1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1569.degrees latitude (g = 980.6199 gals.).
 LB1569
 LB1569.The modeled gravity was interpolated from observed gravity values.
 LB1569
 LB1569;                    North         East    Units  Estimated Accuracy
 LB1569;SPC IN W     -   558,160.      874,200.      MT  (+/- 180 meters Scaled)
 LB1569
 LB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671584(NAD 83)
 LB1569
 LB1569                          SUPERSEDED SURVEY CONTROL
 LB1569
 LB1569  NGVD 29 (??/??/92)  202.266  (m)          663.60   (f) ADJ UNCH    2 0
 LB1569
 LB1569.Superseded values are not recommended for survey control.
 LB1569
 LB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1569.See file dsdata.pdf to determine how the superseded data were derived.
 LB1569
 LB1569_MARKER: DB = BENCH MARK DISK
 LB1569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1569_SP_SET: CULVERT HEADWALL
 LB1569_STAMPING: P 99 1946
 LB1569_MARK LOGO: CGS
 LB1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1569+STABILITY: SURFACE MOTION
 LB1569
 LB1569  HISTORY     - Date     Condition        Report By
 LB1569  HISTORY     - 1946     MONUMENTED       CGS
 LB1569
 LB1569                          STATION DESCRIPTION
 LB1569
 LB1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1569'AT WEST LEBANON.
 LB1569'AT WEST LEBANON, ABOUT 0.25 MILE NORTH OF THE POST OFFICE, ABOUT
 LB1569'0.15 MILE NORTH OF THE WABASH RAILWAY STATION, SET IN THE NORTH
 LB1569'END OF THE WEST CONCRETE HEAD WALL OF A 6 FOOT CORRUGATED CULVERT,
 LB1569'50 FEET NORTH OF THE CITY LIMITS SIGN, 26 FEET WEST OF THE
 LB1569'CENTER LINE OF STATE HIGHWAY 63, 1 FOOT SOUTH OF THE NORTH END
 LB1569'OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW THE CENTER OF THE
 LB1569'HIGHWAY.  A STANDARD DISK, STAMPED P 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1854 ***********************************************************************
 MD1854  DESIGNATION -  PAGE
 MD1854  PID         -  MD1854
 MD1854  STATE/COUNTY-  IN/STEUBEN
 MD1854  COUNTRY     -  US
 MD1854  USGS QUAD   -  ANGOLA EAST (2019)
 MD1854
 MD1854                         *CURRENT SURVEY CONTROL
 MD1854  ______________________________________________________________________
 MD1854* NAD 83(1997) POSITION- 41 41 14.86341(N) 084 52 49.90552(W)   ADJUSTED
 MD1854* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 MD1854  ______________________________________________________________________
 MD1854  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 MD1854  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 MD1854  HORZ ORDER      -  THIRD
 MD1854
 MD1854.The horizontal coordinates were established by classical geodetic methods
 MD1854.and adjusted by the National Geodetic Survey in May 1999.
 MD1854
 MD1854.The orthometric height was scaled from a topographic map.
 MD1854
 MD1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1854.GEOID18 height accuracy estimate available here.
 MD1854
 MD1854.Click photographs - Photos may exist for this station.
 MD1854
 MD1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1854
 MD1854. The following values were computed from the NAD 83(1997) position.
 MD1854
 MD1854;                    North         East     Units Scale Factor Converg.
 MD1854;SPC IN E     -   715,204.194   165,447.875   MT  1.00001936   +0 31 22.3
 MD1854;SPC IN E     - 2,346,465.76    542,806.90   sFT  1.00001936   +0 31 22.3
 MD1854;SPC OH N     -   227,112.342   401,834.267   MT  0.99999761   -1 33 50.0
 MD1854;SPC OH N     -   745,117.74  1,318,351.26   sFT  0.99999761   -1 33 50.0
 MD1854;UTM  16      - 4,617,246.749   676,390.532   MT  0.99998289   +1 24 35.8
 MD1854
 MD1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1854!SPC IN E     -   0.99995493  x   1.00001936  =   0.99997429
 MD1854!SPC OH N     -   0.99995493  x   0.99999761  =   0.99995254
 MD1854!UTM  16      -   0.99995493  x   0.99998289  =   0.99993782
 MD1854
 MD1854:                Primary Azimuth Mark                     Grid Az
 MD1854:SPC IN E     -  PAGE AZ MK                               086 58 11.8
 MD1854:SPC OH N     -  PAGE AZ MK                               089 03 24.1
 MD1854:UTM  16      -  PAGE AZ MK                               086 04 58.3
 MD1854
 MD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7639017246(NAD 83)
 MD1854
 MD1854|---------------------------------------------------------------------|
 MD1854| PID    Reference Object                     Distance      Geod. Az  |
 MD1854|                                                           dddmmss.s |
 MD1854| CE6350 PAGE AZ MK                                         0872934.1 |
 MD1854| MD1855 TT 34 T                             176.231 METERS 08812     |
 MD1854| CE6351 PAGE RM 1                            30.943 METERS 19738     |
 MD1854| CE6352 PAGE RM 2                            34.147 METERS 27354     |
 MD1854|---------------------------------------------------------------------|
 MD1854
 MD1854                          SUPERSEDED SURVEY CONTROL
 MD1854
 MD1854  NAD 83(1995)-  41 41 14.86339(N)    084 52 49.90551(W) AD(       ) 3
 MD1854  NAD 83(1994)-  41 41 14.86329(N)    084 52 49.90551(W) AD(       ) 3
 MD1854  NAD 83(1986)-  41 41 14.86454(N)    084 52 49.91813(W) AD(       ) 3
 MD1854  NAD 27      -  41 41 14.68230(N)    084 52 50.06190(W) AD(       ) 3
 MD1854
 MD1854.Superseded values are not recommended for survey control.
 MD1854
 MD1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1854.See file dsdata.pdf to determine how the superseded data were derived.
 MD1854
 MD1854_MARKER: DS = TRIANGULATION STATION DISK
 MD1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1854_STAMPING: PAGE 1946
 MD1854_MARK LOGO: CGS
 MD1854_PROJECTION: FLUSH
 MD1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1854+STABILITY: SURFACE MOTION
 MD1854
 MD1854  HISTORY     - Date     Condition        Report By
 MD1854  HISTORY     - 1946     MONUMENTED       CGS
 MD1854  HISTORY     - 1960     GOOD             CGS
 MD1854
 MD1854                          STATION DESCRIPTION
 MD1854
 MD1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1854'THE STATION IS LOCATED ABOUT 1 MILE WEST FROM PAGE AND 4 MILES
 MD1854'SOUTHEAST FROM FREMONT.  IT IS 30 FEET SOUTH OF THE APPROXIMATE
 MD1854'CENTERLINE OF A GRAVEL ROAD, 11 FEET SOUTH OF A TELEPHONE POLE AND 43
 MD1854'FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE.  THE MARK IS FLUSH
 MD1854'WITH THE GROUND AND THE DISK IS STAMPED PAGE 1946.
 MD1854'
 MD1854'REFERENCE MARK NO. 1 IS 101.52 FEET SOUTHWEST OF THE STATION AND 16
 MD1854'FEET NORTHWEST OF A 24 INCH COTTONWOOD TREE.  THE MARK PROJECTS ABOUT
 MD1854'4 INCHES AND THE DISK IS STAMPED PAGE NO 1 1946.
 MD1854'
 MD1854'REFERENCE MARK NO. 2 IS 112.03 FEET WEST OF THE STATION, 60 FEET EAST
 MD1854'OF AN UNPAINTED BARN AND 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 MD1854'OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1854'STAMPED PAGE NO 2 1946.
 MD1854'
 MD1854'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 41 FEET NORTH OF THE
 MD1854'GATE TO A CEMETERY, 19 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD
 MD1854'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 MD1854'INCHES AND THE DISK IS STAMPED PAGE 1946.
 MD1854'
 MD1854'TT34T (USGS) IS 178.572 METER EAST OF THE STATION AND 40 FEET
 MD1854'SOUTHWEST OF THE INTERSECTION OF A GRAVEL CROSSROADS.  THE MARK IS AN
 MD1854'8 BY 8 CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  THE DISK IS A
 MD1854'STANDARD USGS DISK STAMPED TT34T ELEV. 1046.
 MD1854'
 MD1854'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY NO. 27 AND STATE
 MD1854'HIGHWAY NO.  827 IN ANGOLA, GO EAST AND NORTH ON STATE HIGHWAY NO. 827
 MD1854'FOR 5.35 MILES TO THE HOOSIERDANE FARM ON THE RIGHT.  TURN RIGHT AND
 MD1854'GO 1.55 MILES TO A CROSSROADS AND STATION TIE IN THE SOUTHWEST ANGLE.
 MD1854'TURN LEFT AND GO 1.45 MILES TO A T-ROAD.  TURN RIGHT AND GO SOUTH AND
 MD1854'EAST FOR 1.2 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 0.3 MILE
 MD1854'TO A SIDE ROAD EAST.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO THE
 MD1854'STATION ON THE RIGHT.  CONTINUE EAST FOR 0.1 MILE TO A CROSSROADS AND
 MD1854'TT34T (USGS) IN THE SOUTHWEST ANGLE.  CONTINUE EAST FOR 0.3 MILE TO A
 MD1854'CEMETERY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1854'
 MD1854'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1854
 MD1854                          STATION RECOVERY (1960)
 MD1854
 MD1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1854'STATION AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 MD1854'AZIMUTH MARK AND THE TRAVERSE CONNECTED TT 34 T (U.S.G.S.) WERE FOUND
 MD1854'BOTH OBVIOUSLY AND EVIDENTLY (ANGLES WERE OBSERVED) DISTURBED.  FOR
 MD1854'THE U.S.G.S. MARK, SEE RECOVERY NOTE THEREFOR.
 MD1854'
 MD1854'ABOUT 2.8 MILES E ALONG NO. 120 U.S. HIGHWAY FROM ITS JUNCTION WITH
 MD1854'NO. 827 INDIANA HWY. AT THE MAIN BUSINESS CORNER IN FREMONT, THENCE S
 MD1854'ON PAVED COUNTY ROAD 3.0 MILES, THEN 0.15 MILE W ON GRAVEL ROAD TO
 MD1854'STATION ON LEFT, 0.5 MILE NNW OF ONE BRIDGE OVER E-W TOLL ROAD, 0.35
 MD1854'MILE E OF ANOTHER, 69-1/2 FEET W OF PROJECTED PLANE OF ROCK MASONRY
 MD1854'FOUNDATION OF FRAME HOUSE, 29 FEET S OF CENTER LINE OF ROAD, 11-1/2
 MD1854'FEET S OF CENTER OF ONE TELEPHONE POLE, 3 FEET E OF CENTER OF POWER
 MD1854'POLE, STANDARD DISKS STAMPED PAGE 1946 ARE SET IN 1A AND 7A MARKS, THE
 MD1854'TOP MARK FLUSH WITH THE GROUND.
 MD1854'
 MD1854'REFERENCE STAMPED PAGE NO 1 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1854'101.52 FEET (30.943 METERS) SSW IN AZIMUTH 17 DEG 38 MIN FROM STATION,
 MD1854'125 FEET S OF CENTER LINE OF ROAD, AND 96 FEET W OF 5- BY 5-FOOT WELL
 MD1854'CURB CONCRETE COVER.
 MD1854'
 MD1854'REFERENCE STAMPED PAGE NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1854'112.03 FEET (34.147 METERS-- NOTE 31.147 M. IN ORIGINAL DESCRIPTION
 MD1854'SHOULD BE 34.147 M.) W IN AZIMUTH 93 DEG 54 MIN FROM STATION, 22 FEET
 MD1854'W OF CENTER LINE OF DRIVEWAY, 20 FEET S OF CENTER LINE OF ROAD, AND
 MD1854'1.3 FEET E OF STEEL WITNESS POST.
 MD1854'
 MD1854'AZIMUTH STAMPED PAGE 1946, NOTE 16A, PROJECTS 0.4 FOOT, HAS BEEN
 MD1854'DISTURBED FOR IT IS TILTED TOWARD THE W AND THE ARROW POINTS ABOUT 40
 MD1854'DEGREES TO THE LEFT OF THE STATION.  ALSO DIRECTIONS OBSERVED AT THIS
 MD1854'TIME WITH THE AZIMUTH MARK AS AN INITIAL GAVE AN ANGLE TO TT 34 T
 MD1854'(U.S.G.S.) 0 DEG 30 MIN 52 SEC GREATER THAN WAS OBSERVED IN 1946, TO
 MD1854'R.M. NO. 1 AN ANGLE 0 DEG 04 MIN 09 SEC LESS THAN IN 1946, WHILE THE
 MD1854'DIRECTION TO R.M. NO. 2 WAS OBSTRUCTED.  THE U.S.- G.S. MARK HAD BEEN
 MD1854'ALSO OBVIOUSLY MOVED.  THE AZIMUTH MARK AND THE TT 34 T WERE BOTH LEFT
 MD1854'AS FOUND.  THE AZIMUTH MARK IS ABOUT 0.35 MILE E OF THE STATION, 39
 MD1854'FEET N OF ONE GATEPOST OF CEMETERY, 39-1/2 FEET NNE OF THE OTHER, 19
 MD1854'FEET N OF CENTER LINE OF ROAD, 2 FEET E OF PROJECTED CENTER LINE OF
 MD1854'CENTRAL-AND-ENTRANCE DRIVEWAY OF CEMETERY, AND 1 FOOT S OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1302 ***********************************************************************
 LA1302  DESIGNATION -  PAINTER
 LA1302  PID         -  LA1302
 LA1302  STATE/COUNTY-  IN/MADISON
 LA1302  COUNTRY     -  US
 LA1302  USGS QUAD   -  ALEXANDRIA (2019)
 LA1302
 LA1302                         *CURRENT SURVEY CONTROL
 LA1302  ______________________________________________________________________
 LA1302* NAD 83(1997) POSITION- 40 16 40.76281(N) 085 39 52.05778(W)   ADJUSTED
 LA1302* NAVD 88 ORTHO HEIGHT -   271.946 (meters)      892.21  (feet) ADJUSTED
 LA1302  ______________________________________________________________________
 LA1302  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1302  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 LA1302  DYNAMIC HEIGHT  -        271.804 (meters)      891.74  (feet) COMP
 LA1302  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 LA1302
 LA1302  HORZ ORDER      -  SECOND
 LA1302  VERT ORDER      -  FIRST     CLASS II
 LA1302
 LA1302.The horizontal coordinates were established by classical geodetic methods
 LA1302.and adjusted by the National Geodetic Survey in May 1999.
 LA1302
 LA1302.The orthometric height was determined by differential leveling and
 LA1302.adjusted by the NATIONAL GEODETIC SURVEY
 LA1302.in June 1991.
 LA1302
 LA1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1302.GEOID18 height accuracy estimate available here.
 LA1302
 LA1302.Click photographs - Photos may exist for this station.
 LA1302
 LA1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1302
 LA1302.The dynamic height is computed by dividing the NAVD 88
 LA1302.geopotential number by the normal gravity value computed on the
 LA1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1302.degrees latitude (g = 980.6199 gals.).
 LA1302
 LA1302.The modeled gravity was interpolated from observed gravity values.
 LA1302
 LA1302. The following values were computed from the NAD 83(1997) position.
 LA1302
 LA1302;                    North         East     Units Scale Factor Converg.
 LA1302;SPC IN E     -   558,383.834   100,187.621   MT  0.99996667   +0 00 05.1
 LA1302;SPC IN E     - 1,831,964.30    328,698.89   sFT  0.99996667   +0 00 05.1
 LA1302;UTM  16      - 4,459,467.674   613,539.324   MT  0.99975869   +0 51 48.7
 LA1302
 LA1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1302!SPC IN E     -   0.99996269  x   0.99996667  =   0.99992936
 LA1302!UTM  16      -   0.99996269  x   0.99975869  =   0.99972139
 LA1302
 LA1302:                Primary Azimuth Mark                     Grid Az
 LA1302:SPC IN E     -  PAINTER AZ MK                            092 02 29.9
 LA1302:UTM  16      -  PAINTER AZ MK                            091 10 46.3
 LA1302
 LA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1353959467(NAD 83)
 LA1302
 LA1302|---------------------------------------------------------------------|
 LA1302| PID    Reference Object                     Distance      Geod. Az  |
 LA1302|                                                           dddmmss.s |
 LA1302| LA1303 PAINTER RM 1                         38.743 METERS 00753     |
 LA1302| LA2116 SUMMITVILLE MUNICIPAL TANK          APPROX. 7.2 KM 0140330.6 |
 LA1302| LA1305 PAINTER AZ MK                                      0920235.0 |
 LA1302| LA2113 ALEXANDRIA MUNICIPAL STANDPIPE      APPROX. 2.5 KM 2010940.9 |
 LA1302| LA2114 ALEXANDRIA ALLADIN INDUST TANK      APPROX. 2.5 KM 2250032.3 |
 LA1302| LA1304 PAINTER RM 2                         39.319 METERS 23321     |
 LA1302|---------------------------------------------------------------------|
 LA1302
 LA1302                          SUPERSEDED SURVEY CONTROL
 LA1302
 LA1302  NAD 83(1995)-  40 16 40.76538(N)    085 39 52.07020(W) AD(       ) 2
 LA1302  NAD 83(1986)-  40 16 40.76538(N)    085 39 52.07139(W) AD(       ) 2
 LA1302  NAD 27      -  40 16 40.62300(N)    085 39 52.16000(W) AD(       ) 2
 LA1302  NGVD 29 (??/??/92)  272.090  (m)          892.68   (f) ADJ UNCH    1 2
 LA1302  NGVD 29             272.09   (m)          892.7    (f) LEVELING    3  
 LA1302
 LA1302.Superseded values are not recommended for survey control.
 LA1302
 LA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1302.See file dsdata.pdf to determine how the superseded data were derived.
 LA1302
 LA1302_MARKER: DS = TRIANGULATION STATION DISK
 LA1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1302_STAMPING: PAINTER 1934
 LA1302_MARK LOGO: CGS
 LA1302_PROJECTION: RECESSED 30 CENTIMETERS
 LA1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1302+STABILITY: SURFACE MOTION
 LA1302
 LA1302  HISTORY     - Date     Condition        Report By
 LA1302  HISTORY     - 1934     MONUMENTED       CGS
 LA1302  HISTORY     - 1946     GOOD             CGS
 LA1302  HISTORY     - 1948     GOOD             CGS
 LA1302  HISTORY     - 20110526 MARK NOT FOUND   INDNR
 LA1302
 LA1302                          STATION DESCRIPTION
 LA1302
 LA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1302'ABOUT 1.0 MILE NORTH AND 0.3 MILE EAST OF THE CITY OF ALEXANDRIA, 0.3
 LA1302'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 9 AND 28, ON THE NORTH SIDE
 LA1302'OF STATE HIGHWAY 28, ON LAND OWNED BY C.E. PAINTER (WHO LIVES ON STATE
 LA1302'HIGHWAY 9, 0.5 MILES NORTHWEST OF THE STATION), IN THE SOUTHEAST
 LA1302'CORNER OF A CLEARED UNCULTIVATED FIELD, 48-1/2 FEET NORTH OF THE
 LA1302'CENTER LINE OF STATE HIGHWAY 28, 17 FEET WEST OF FENCE LINE, 24 FEET
 LA1302'NORTHWEST OF THE SOUTHEAST FENCE CORNER, 6 PACES NORTH OF THE NORTH
 LA1302'RIGHT-OF-WAY, AND 12 INCHES BELOW THE SURFACE.
 LA1302'
 LA1302'TO REACH FROM ALEXANDRIA GO NORTH ABOUT 1.0 MILE TO THE JUNCTION OF
 LA1302'STATE HIGHWAY 9 AND 28, TURN EAST FOR 0.3 MILE ON STATE HIGHWAY 28 TO
 LA1302'THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 LA1302'
 LA1302'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA1302'DISKS SET IN CONCRETE.
 LA1302'
 LA1302'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 0.8 FOOT WEST OF THE
 LA1302'FENCE LINE, 26 PACES NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 LA1302'BARN, AND PROJECTS 12 INCHES.
 LA1302'
 LA1302'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION ALONG THE SOUTH EDGE
 LA1302'OF THE RIGHT-OF-WAY OF STATE HIGHWAY 28, 29 FEET SOUTH OF THE CENTER
 LA1302'LINE OF THE HIGHWAY, 0.5 FOOT NORTH OF FENCE LINE, AND PROJECTS 12
 LA1302'INCHES.  236.19 FEET BETWEEN THE REFERENCE MARKS.
 LA1302'
 LA1302'AZIMUTH MARK IS ON THE CREST OF THE SECOND HILL TO THE EAST, 28 FEET
 LA1302'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ALONG THE SOUTH EDGE OF THE
 LA1302'RIGHT-OF-WAY, 41-1/2 FEET WEST OF A CONCRETE LINE POST, AND PROJECTS
 LA1302'12 INCHES.
 LA1302
 LA1302                          STATION RECOVERY (1946)
 LA1302
 LA1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LA1302'0.4 MI E FROM ALEXANDRIA.
 LA1302'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1302'WITH STATE HIGHWAY 9 AT THE NORTHEAST PART OF ALEXANDRIA, AT
 LA1302'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, AND A BARN ON THE
 LA1302'NORTH SIDE OF THE HIGHWAY, 48.5 FEET NORTH OF THE CENTER LINE
 LA1302'OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LA1302'BARN, 17 FEET WEST OF THE BARN YARD FENCE, 24 FEET NORTHWEST OF
 LA1302'AN 8 INCH WOODEN FENCE CORNER POST, 21 FEET NORTHEAST OF POWER
 LA1302'POLE NO. MA 30 41, AND SET IN THE TOP OF A CONCRETE POST
 LA1302'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 LA1302
 LA1302                          STATION RECOVERY (1948)
 LA1302
 LA1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA1302'RECOVERED AS DESCRIBED.
 LA1302
 LA1302                          STATION RECOVERY (2011)
 LA1302
 LA1302'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1305 ***********************************************************************
 LA1305  DESIGNATION -  PAINTER AZ MK
 LA1305  PID         -  LA1305
 LA1305  STATE/COUNTY-  IN/MADISON
 LA1305  COUNTRY     -  US
 LA1305  USGS QUAD   -  ALEXANDRIA (2019)
 LA1305
 LA1305                         *CURRENT SURVEY CONTROL
 LA1305  ______________________________________________________________________
 LA1305* NAD 83(1986) POSITION- 40 16 41.     (N) 085 39 20.     (W)   SCALED
 LA1305* NAVD 88 ORTHO HEIGHT -   274.347 (meters)      900.09  (feet) ADJUSTED
 LA1305  ______________________________________________________________________
 LA1305  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 LA1305  DYNAMIC HEIGHT  -        274.204 (meters)      899.62  (feet) COMP
 LA1305  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 LA1305
 LA1305  VERT ORDER      -  FIRST     CLASS II
 LA1305
 LA1305.The horizontal coordinates were scaled from a map and have
 LA1305.an estimated accuracy of +/- 6 seconds.
 LA1305
 LA1305.The orthometric height was determined by differential leveling and
 LA1305.adjusted by the NATIONAL GEODETIC SURVEY
 LA1305.in June 1991.
 LA1305
 LA1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1305.GEOID18 height accuracy estimate available here.
 LA1305
 LA1305.Click photographs - Photos may exist for this station.
 LA1305
 LA1305.The dynamic height is computed by dividing the NAVD 88
 LA1305.geopotential number by the normal gravity value computed on the
 LA1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1305.degrees latitude (g = 980.6199 gals.).
 LA1305
 LA1305.The modeled gravity was interpolated from observed gravity values.
 LA1305
 LA1305;                    North         East    Units  Estimated Accuracy
 LA1305;SPC IN E     -   558,390.      100,950.      MT  (+/- 180 meters Scaled)
 LA1305
 LA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK142594(NAD 83)
 LA1305
 LA1305                          SUPERSEDED SURVEY CONTROL
 LA1305
 LA1305  NGVD 29 (??/??/92)  274.491  (m)          900.56   (f) ADJ UNCH    1 2
 LA1305
 LA1305.Superseded values are not recommended for survey control.
 LA1305
 LA1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1305.See file dsdata.pdf to determine how the superseded data were derived.
 LA1305
 LA1305_MARKER: DR = REFERENCE MARK DISK
 LA1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1305_STAMPING: PAINTER AZIMUTH 1934
 LA1305_MARK LOGO: CGS
 LA1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1305+STABILITY: SURFACE MOTION
 LA1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1305+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2011
 LA1305
 LA1305  HISTORY     - Date     Condition        Report By
 LA1305  HISTORY     - 1934     MONUMENTED       CGS
 LA1305  HISTORY     - 1946     GOOD             CGS
 LA1305  HISTORY     - 20110526 GOOD             INDNR
 LA1305
 LA1305                          STATION DESCRIPTION
 LA1305
 LA1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1305'0.8 MI E FROM ALEXANDRIA.
 LA1305'ABOUT 0.75 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS
 LA1305'INTERSECTION WITH STATE HIGHWAY 9 AT THE NORTHEAST PART OF
 LA1305'ALEXANDRIA, 118 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA1305'EAST ONE OF TWO BUNGALOW HOUSES, 28 FEET SOUTH OF THE CENTER
 LA1305'LINE OF THE HIGHWAY, 41 FEET EAST OF AN 8 INCH CONCRETE FENCE
 LA1305'CORNER POST, 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE,
 LA1305'3 FEET NORTHWEST OF TELEPHONE POLE NO. 26, ABOUT 0.5 FOOT ABOVE
 LA1305'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 LA1305'INCHES.
 LA1305
 LA1305                          STATION RECOVERY (2011)
 LA1305
 LA1305'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1305'SITE IS MARGINAL FOR GPS DUE TO SPRUCE TREE SOUTHWEST OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1303 ***********************************************************************
 LA1303  DESIGNATION -  PAINTER RM 1
 LA1303  PID         -  LA1303
 LA1303  STATE/COUNTY-  IN/MADISON
 LA1303  COUNTRY     -  US
 LA1303  USGS QUAD   -  ALEXANDRIA (2019)
 LA1303
 LA1303                         *CURRENT SURVEY CONTROL
 LA1303  ______________________________________________________________________
 LA1303* NAD 83(1986) POSITION- 40 16 42.01   (N) 085 39 51.83   (W)   HD_HELD1
 LA1303* NAVD 88 ORTHO HEIGHT -   273.230 (meters)      896.42  (feet) ADJUSTED
 LA1303  ______________________________________________________________________
 LA1303  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1303  DYNAMIC HEIGHT  -        273.088 (meters)      895.96  (feet) COMP
 LA1303  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 LA1303
 LA1303  VERT ORDER      -  FIRST     CLASS II
 LA1303
 LA1303.The horizontal coordinates were determined by differentially corrected
 LA1303.hand held GPS observations or other comparable positioning techniques
 LA1303.and have an estimated accuracy of +/- 3 meters.
 LA1303
 LA1303.The orthometric height was determined by differential leveling and
 LA1303.adjusted by the NATIONAL GEODETIC SURVEY
 LA1303.in June 1991.
 LA1303
 LA1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1303.GEOID18 height accuracy estimate available here.
 LA1303
 LA1303.Click photographs - Photos may exist for this station.
 LA1303
 LA1303.The dynamic height is computed by dividing the NAVD 88
 LA1303.geopotential number by the normal gravity value computed on the
 LA1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1303.degrees latitude (g = 980.6199 gals.).
 LA1303
 LA1303.The modeled gravity was interpolated from observed gravity values.
 LA1303
 LA1303;                    North         East    Units  Estimated Accuracy
 LA1303;SPC IN E     -   558,422.3     100,193.0     MT  (+/- 3 meters HH1 GPS) 
 LA1303
 LA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1354459506(NAD 83)
 LA1303
 LA1303                          SUPERSEDED SURVEY CONTROL
 LA1303
 LA1303  NGVD 29 (??/??/92)  273.374  (m)          896.89   (f) ADJ UNCH    1 2
 LA1303
 LA1303.Superseded values are not recommended for survey control.
 LA1303
 LA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1303.See file dsdata.pdf to determine how the superseded data were derived.
 LA1303
 LA1303_MARKER: DR = REFERENCE MARK DISK
 LA1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1303_STAMPING: PAINTER NO 1 1934
 LA1303_MARK LOGO: CGS
 LA1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1303+STABILITY: SURFACE MOTION
 LA1303
 LA1303  HISTORY     - Date     Condition        Report By
 LA1303  HISTORY     - 1934     MONUMENTED       CGS
 LA1303  HISTORY     - 1946     GOOD             CGS
 LA1303  HISTORY     - 20110526 MARK NOT FOUND   INDNR
 LA1303
 LA1303                          STATION DESCRIPTION
 LA1303
 LA1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1303'0.4 MI E FROM ALEXANDRIA.
 LA1303'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1303'WITH STATE HIGHWAY 9 AT THE NORTHEAST PART OF ALEXANDRIA, ABOUT
 LA1303'127 FEET NORTH-NORTHEAST OF STATION PAINTER, 174 FEET NORTH OF
 LA1303'THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTH-NORTHWEST OF THE
 LA1303'NORTHWEST CORNER OF THE BARN, 0.5 FOOT WEST OF A FENCE LEADING
 LA1303'NORTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 LA1303'INCHES.
 LA1303
 LA1303                          STATION RECOVERY (2011)
 LA1303
 LA1303'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1304 ***********************************************************************
 LA1304  DESIGNATION -  PAINTER RM 2
 LA1304  PID         -  LA1304
 LA1304  STATE/COUNTY-  IN/MADISON
 LA1304  COUNTRY     -  US
 LA1304  USGS QUAD   -  ALEXANDRIA (2019)
 LA1304
 LA1304                         *CURRENT SURVEY CONTROL
 LA1304  ______________________________________________________________________
 LA1304* NAD 83(1986) POSITION- 40 16 40.00   (N) 085 39 53.39   (W)   HD_HELD1
 LA1304* NAVD 88 ORTHO HEIGHT -   272.356 (meters)      893.55  (feet) ADJUSTED
 LA1304  ______________________________________________________________________
 LA1304  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1304  DYNAMIC HEIGHT  -        272.214 (meters)      893.09  (feet) COMP
 LA1304  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 LA1304
 LA1304  VERT ORDER      -  FIRST     CLASS II
 LA1304
 LA1304.The horizontal coordinates were determined by differentially corrected
 LA1304.hand held GPS observations or other comparable positioning techniques
 LA1304.and have an estimated accuracy of +/- 3 meters.
 LA1304
 LA1304.The orthometric height was determined by differential leveling and
 LA1304.adjusted by the NATIONAL GEODETIC SURVEY
 LA1304.in June 1991.
 LA1304
 LA1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1304.GEOID18 height accuracy estimate available here.
 LA1304
 LA1304.Click photographs - Photos may exist for this station.
 LA1304
 LA1304.The dynamic height is computed by dividing the NAVD 88
 LA1304.geopotential number by the normal gravity value computed on the
 LA1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1304.degrees latitude (g = 980.6199 gals.).
 LA1304
 LA1304.The modeled gravity was interpolated from observed gravity values.
 LA1304
 LA1304;                    North         East    Units  Estimated Accuracy
 LA1304;SPC IN E     -   558,360.3     100,156.1     MT  (+/- 3 meters HH1 GPS) 
 LA1304
 LA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1350859443(NAD 83)
 LA1304
 LA1304                          SUPERSEDED SURVEY CONTROL
 LA1304
 LA1304  NGVD 29 (??/??/92)  272.500  (m)          894.03   (f) ADJ UNCH    1 2
 LA1304
 LA1304.Superseded values are not recommended for survey control.
 LA1304
 LA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1304.See file dsdata.pdf to determine how the superseded data were derived.
 LA1304
 LA1304_MARKER: DR = REFERENCE MARK DISK
 LA1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1304_STAMPING: PAINTER NO II 1934
 LA1304_MARK LOGO: CGS
 LA1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1304+STABILITY: SURFACE MOTION
 LA1304
 LA1304  HISTORY     - Date     Condition        Report By
 LA1304  HISTORY     - 1934     MONUMENTED       CGS
 LA1304  HISTORY     - 1946     GOOD             CGS
 LA1304  HISTORY     - 20110526 MARK NOT FOUND   INDNR
 LA1304
 LA1304                          STATION DESCRIPTION
 LA1304
 LA1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1304'0.4 MI E FROM ALEXANDRIA.
 LA1304'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1304'WITH STATE HIGHWAY 9 AT THE NORTHEAST PART OF ALEXANDRIA, ABOUT
 LA1304'129 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM STATION PAINTER,
 LA1304'175 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 LA1304'CORNER OF THE BARN, 29 FEET SOUTH OF THE CENTER LINE OF THE
 LA1304'HIGHWAY, 75 FEET NORTH OF A TELEPHONE POLE, 0.5 FOOT NORTH OF THE
 LA1304'SOUTH RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LA1304'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1304
 LA1304                          STATION RECOVERY (2011)
 LA1304
 LA1304'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3390 ***********************************************************************
 JZ3390  DESIGNATION -  PALESTINE
 JZ3390  PID         -  JZ3390
 JZ3390  STATE/COUNTY-  IN/HANCOCK
 JZ3390  COUNTRY     -  US
 JZ3390  USGS QUAD   -  ACTON (2019)
 JZ3390
 JZ3390                         *CURRENT SURVEY CONTROL
 JZ3390  ______________________________________________________________________
 JZ3390* NAD 83(2011) POSITION- 39 44 43.04664(N) 085 54 43.36542(W)   ADJUSTED
 JZ3390* NAD 83(2011) ELLIP HT-   222.831 (meters)        (06/27/12)   ADJUSTED
 JZ3390* NAD 83(2011) EPOCH   -  2010.00
 JZ3390* NAVD 88 ORTHO HEIGHT -   256.7   (meters)      842.    (feet) VERTCON3
 JZ3390  ______________________________________________________________________
 JZ3390  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 JZ3390  NAD 83(2011) X  -    350,094.754 (meters)                     COMP
 JZ3390  NAD 83(2011) Y  - -4,898,514.722 (meters)                     COMP
 JZ3390  NAD 83(2011) Z  -  4,056,423.263 (meters)                     COMP
 JZ3390  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 JZ3390
 JZ3390  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ3390  Standards:
 JZ3390         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ3390            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ3390  -------------------------------------------------------------------
 JZ3390  NETWORK    1.92   6.02           0.89   0.63   3.07     -0.04626007
 JZ3390  -------------------------------------------------------------------
 JZ3390  Click here for local accuracies and other accuracy information.
 JZ3390
 JZ3390.The horizontal coordinates were established by GPS observations
 JZ3390.and adjusted by the National Geodetic Survey in June 2012.
 JZ3390
 JZ3390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ3390.been affixed to the stable North American tectonic plate. See 
 JZ3390.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ3390
 JZ3390.The horizontal coordinates are valid at the epoch date displayed above
 JZ3390.which is a decimal equivalence of Year/Month/Day.
 JZ3390
 JZ3390.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3390
 JZ3390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3390.GEOID18 height accuracy estimate available here.
 JZ3390
 JZ3390.Click photographs - Photos may exist for this station.
 JZ3390
 JZ3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3390
 JZ3390.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3390
 JZ3390.The ellipsoidal height was determined by GPS observations
 JZ3390.and is referenced to NAD 83.
 JZ3390
 JZ3390. The following values were computed from the NAD 83(2011) position.
 JZ3390
 JZ3390;                    North         East     Units Scale Factor Converg.
 JZ3390;SPC IN E     -   499,266.447    78,969.159   MT  0.99997211   -0 09 24.8
 JZ3390;SPC IN E     - 1,638,010.00    259,084.65   sFT  0.99997211   -0 09 24.8
 JZ3390;UTM  16      - 4,400,053.475   593,212.595   MT  0.99970697   +0 41 44.4
 JZ3390
 JZ3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3390!SPC IN E     -   0.99996504  x   0.99997211  =   0.99993715
 JZ3390!UTM  16      -   0.99996504  x   0.99970697  =   0.99967202
 JZ3390
 JZ3390:                Primary Azimuth Mark                     Grid Az
 JZ3390:SPC IN E     -  PALESTINE AZ MK                          121 53 38.7
 JZ3390:UTM  16      -  PALESTINE AZ MK                          121 02 29.5
 JZ3390
 JZ3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9321200053(NAD 83)
 JZ3390
 JZ3390|---------------------------------------------------------------------|
 JZ3390| PID    Reference Object                     Distance      Geod. Az  |
 JZ3390|                                                           dddmmss.s |
 JZ3390| JZ2473 PALESTINE RM 1                       52.880 METERS 01137     |
 JZ3390| JZ3393 GREENFIELD LILLY BIO LAB TANK       APPROX.10.7 KM 0674853.3 |
 JZ3390| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX.13.0 KM 0701842.4 |
 JZ3390| JZ2474 PALESTINE AZ MK                                    1214413.9 |
 JZ3390| JZ3391 NEW PALESTINE ZION EVAN CH          APPROX. 3.4 KM 1440821.4 |
 JZ3390| JZ3389 JULIETTA MARION CO HOSPITAL TK      APPROX. 3.7 KM 2591620.5 |
 JZ3390| JZ2472 PALESTINE RM 2                      163.178 METERS 27251     |
 JZ3390| JZ3394 CUMBERLAND SMITH AND YOUNG STK      APPROX. 5.5 KM 3061837.0 |
 JZ3390|---------------------------------------------------------------------|
 JZ3390
 JZ3390                          SUPERSEDED SURVEY CONTROL
 JZ3390
 JZ3390  NAD 83(2007)-  39 44 43.04671(N)    085 54 43.36632(W) AD(2002.00) 0
 JZ3390  ELLIP H (02/10/07)  222.863  (m)                       GP(2002.00)    
 JZ3390  NAD 83(1997)-  39 44 43.04692(N)    085 54 43.36616(W) AD(       ) 1
 JZ3390  ELLIP H (05/25/99)  222.891  (m)                       GP(       ) 4 1
 JZ3390  NAD 83(1986)-  39 44 43.04684(N)    085 54 43.38006(W) AD(       ) 1
 JZ3390  NAD 27      -  39 44 42.89300(N)    085 54 43.44700(W) AD(       ) 1
 JZ3390  NGVD 29 (10/01/93)  256.8    (m)  GEOID93  model used  GPS OBS        
 JZ3390
 JZ3390.Superseded values are not recommended for survey control.
 JZ3390
 JZ3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3390.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3390
 JZ3390_MARKER: DS = TRIANGULATION STATION DISK
 JZ3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3390_STAMPING: PALESTINE 1939
 JZ3390_MARK LOGO: CGS
 JZ3390_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3390_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3390+STABILITY: SURFACE MOTION
 JZ3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3390+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ3390
 JZ3390  HISTORY     - Date     Condition        Report By
 JZ3390  HISTORY     - 1939     MONUMENTED       CGS
 JZ3390  HISTORY     - 1939     GOOD             CGS
 JZ3390  HISTORY     - 1979     GOOD             NGS
 JZ3390  HISTORY     - 19861113 GOOD             GSIGPS
 JZ3390  HISTORY     - 19941231 GOOD             IN-059
 JZ3390  HISTORY     - 20090203 GOOD             IN-059
 JZ3390
 JZ3390                          STATION DESCRIPTION
 JZ3390
 JZ3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3390'THIS STATION IS LOCATED ABOUT 2.6 MILES NW OF NEW PALESTINE, ON THE E
 JZ3390'SIDE OF A GRAVEL ROAD, ON THE HIGHEST POINT OF A SLIGHT KNOLL, IN
 JZ3390'A CULTIVATED FIELD, ON PROPERTY OWNED BY MR. FRED HARMENING, ABOUT
 JZ3390'350 FEET NNE OF HIS HOUSE. THE STATION MARK IS 231 FEET N OF THE
 JZ3390'GATE AND ENTRANCE TO THE FIELD, 114.5 FEET W OF THE E FENCE LINE, 174
 JZ3390'FEET S OF THE N FENCE LINE, 536 FEET E OF THE W FENCE LINE. THE
 JZ3390'MARK IS SET 12 INCHES BELOW THE SURFACE.
 JZ3390'
 JZ3390'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3390'DISKS SET IN CONCRETE.
 JZ3390'
 JZ3390'REFERENCE MARK NO. 1 IS NNE OF THE STATION, SET 1 FOOT S OF THE N
 JZ3390'FENCE LINE. THE MARK PROJECTS 4 INCHES.
 JZ3390'
 JZ3390'REFERENCE MARK NO. 2 IS W OF THE STATION, ON THE W EDGE OF THE FIELD,
 JZ3390'1 FOOT E OF THE W FENCE LINE, 15 FEET E OF THE CENTER LINE OF THE
 JZ3390'GRAVEL ROAD, 2.5 FEET N OF A STANDARD REFERENCE POST, 128 FEET S OF
 JZ3390'THE FENCE CORNER. THE MARK PROJECTS 4 INCHES.
 JZ3390'
 JZ3390'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SE, SET IN THE SW CORNER
 JZ3390'OF THE BARN LOT, 15 FEET N OF THE CENTER LINE OF THE E-W GRAVEL
 JZ3390'ROAD, 5 FEET E OF THE SW FENCE CORNER, 41 FEET W OF A WOODEN GATE.
 JZ3390'THE MARK PROJECTS 6 INCHES.
 JZ3390'
 JZ3390'TO REACH THE AZIMUTH GO E TO THE GRAVEL ROAD, TURN S AND GO 0.15 MILE
 JZ3390'TO A JOGGED CROSS ROAD, TURN LEFT AND GO 0.4 MILE TO THE MARK
 JZ3390'ON THE LEFT.
 JZ3390'
 JZ3390'TO REACH THE STATION FROM NEW PALESTINE, GO N ON THE MACADAM ROAD
 JZ3390'FOR 1.4 MILES TO A GRAVEL CROSS ROAD, TURN LEFT AND GO 1.0 MILE
 JZ3390'TO JOGGED CROSS ROAD, TURN RIGHT AND GO 0.15 MILE TO THE FARM
 JZ3390'ENTRANCE, TURN RIGHT AND GO TO THE FARMHOUSE AND THE STATION
 JZ3390'TO THE N.
 JZ3390'
 JZ3390'NO OBJECTS V.G.
 JZ3390'
 JZ3390'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3390
 JZ3390                          STATION RECOVERY (1939)
 JZ3390
 JZ3390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 JZ3390'RECOVERED IN GOOD CONDITION.
 JZ3390
 JZ3390                          STATION RECOVERY (1979)
 JZ3390
 JZ3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JZ3390'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION WITH
 JZ3390'THE EXCEPTION OF A SMALL CHIPS ON RM 2.  THE ANGLE RM 2 TO RM 1 BY
 JZ3390'WAS CHECKED BY 24 SECONDS HIGHER.  THE DISTANCE TO RM 1 CHECKED.  RM
 JZ3390'NO 2 WAS LONGER BY 0.06 FOOT.  THE AZIMUTH MARK FOUND DESTROYED.
 JZ3390'
 JZ3390'THE STATION IS LOCATED ABOUT 2.6 MILES NORTHWEST OF THE TOWN OF
 JZ3390'PALESTINE, AND ON PROPERTY OF A MR EUGENE MORRIS WHO RESIDES ABOUT
 JZ3390'0.05 MILE SW OF THE STATION.  THE STATION IS 169 FEET SOUTH OF A
 JZ3390'EAST, WEST FENCELINE, 225 FEET NORTH OF A FENCELINE, 226 FEET
 JZ3390'SOUTHWEST OF A FENCE CORNER, 250 FEET NORTHWEST OF A FENCE CORNER
 JZ3390'AND 550 FEET EAST OF THE CENTERLINE OF PAVED ROAD.  THE STATION IS
 JZ3390'ON THE HIGHEST PART OF THE FIELD.  THE MARK IS UNDERGROUND ABOUT 8
 JZ3390'INCHES AND THE DISK STAMPED PALESTINE 1939.
 JZ3390'
 JZ3390'REFERENCE MARK 1 IS 107 FEET WEST OF A FENCE CORNER AND 0.5 FOOT
 JZ3390'SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JZ3390'STAMPED---PALESTINE NO 1 1939.
 JZ3390'
 JZ3390'REFERENCE MARK 2 IS 90 FEET SOUTH OF A POWERLINE POLE, 126 FEET
 JZ3390'SOUTH OF A CORNER FENCE POST, 15 FEET EAST OF THE CENTERLINE OF
 JZ3390'ROAD AND 0.5 FOOT NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS
 JZ3390'4 INCHES AND THE DISK STAMPED PALESTINE NO 2 1939.
 JZ3390'
 JZ3390'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND GEM
 JZ3390'ROAD AT THE W EDGE OF NEW PALESTINE, GO W ON HIGHWAY 52 FOR 1.0
 JZ3390'MILE TO A CROSSROAD.  TURN RIGHT, GO N ON COUNTY ROAD 600 W FOR
 JZ3390'1.05 MILES TO AN OFFSET CROSSROAD.  CONTINUE AHEAD FOR 0.15 MILE
 JZ3390'TO DRIVEWAY ON RIGHT.  TURN RIGHT ONTO DRIVEWAY FOR 0.05 MILE TO
 JZ3390'FARM HOUSE OF MR EUGENE MORRIS, PROPERTY OWNER.  THE STATION IS 350
 JZ3390'FT NE OF MR MORRIS HOUSE ON THE HIGHEST POINT OF CULTIVATED FIELD.
 JZ3390
 JZ3390                          STATION RECOVERY (1986)
 JZ3390
 JZ3390'RECOVERY NOTE BY GEOPHYSICAL SERVICE INCORPORATED 1986
 JZ3390'RECOVERED IN GOOD CONDITION.
 JZ3390
 JZ3390                          STATION RECOVERY (1994)
 JZ3390
 JZ3390'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1994 (DM)
 JZ3390'MARK FOUND IN GOOD CONDITION.  NOTE--LAND OWNER HAS REQUESTED THE MARK
 JZ3390'AND REFERENCES BE RELOCATED.  OUR OFFICE IS SEEKING AN ALTERNATE SITE.
 JZ3390
 JZ3390                          STATION RECOVERY (2009)
 JZ3390
 JZ3390'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ3390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1665 ***********************************************************************
 MD1665  DESIGNATION -  PALESTINE
 MD1665  PID         -  MD1665
 MD1665  STATE/COUNTY-  IN/KOSCIUSKO
 MD1665  COUNTRY     -  US
 MD1665  USGS QUAD   -  BURKET (2019)
 MD1665
 MD1665                         *CURRENT SURVEY CONTROL
 MD1665  ______________________________________________________________________
 MD1665* NAD 83(1997) POSITION- 41 12 13.10679(N) 085 53 51.47490(W)   ADJUSTED
 MD1665* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 MD1665  ______________________________________________________________________
 MD1665  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 MD1665  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 MD1665  HORZ ORDER      -  SECOND
 MD1665
 MD1665.The horizontal coordinates were established by classical geodetic methods
 MD1665.and adjusted by the National Geodetic Survey in May 1999.
 MD1665
 MD1665.The orthometric height was scaled from a topographic map.
 MD1665
 MD1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1665.GEOID18 height accuracy estimate available here.
 MD1665
 MD1665.Click photographs - Photos may exist for this station.
 MD1665
 MD1665.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1665
 MD1665. The following values were computed from the NAD 83(1997) position.
 MD1665
 MD1665;                    North         East     Units Scale Factor Converg.
 MD1665;SPC IN E     -   661,198.667    80,628.267   MT  0.99997128   -0 09 07.7
 MD1665;SPC IN E     - 2,169,282.63    264,527.91   sFT  0.99997128   -0 09 07.7
 MD1665;UTM  16      - 4,561,949.264   592,425.675   MT  0.99970513   +0 43 34.4
 MD1665
 MD1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1665!SPC IN E     -   0.99996311  x   0.99997128  =   0.99993439
 MD1665!UTM  16      -   0.99996311  x   0.99970513  =   0.99966825
 MD1665
 MD1665:                Primary Azimuth Mark                     Grid Az
 MD1665:SPC IN E     -  PALESTINE AZ MK                          272 55 53.7
 MD1665:UTM  16      -  PALESTINE AZ MK                          272 03 11.6
 MD1665
 MD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9242561949(NAD 83)
 MD1665
 MD1665|---------------------------------------------------------------------|
 MD1665| PID    Reference Object                     Distance      Geod. Az  |
 MD1665|                                                           dddmmss.s |
 MD1665| CC9101 PALESTINE RM 1                       23.366 METERS 19743     |
 MD1665| CC9102 PALESTINE RM 2                       38.271 METERS 26708     |
 MD1665| CC9100 PALESTINE AZ MK                                    2724646.0 |
 MD1665|---------------------------------------------------------------------|
 MD1665
 MD1665                          SUPERSEDED SURVEY CONTROL
 MD1665
 MD1665  NAD 83(1986)-  41 12 13.11079(N)    085 53 51.48482(W) AD(       ) 2
 MD1665  NAD 27      -  41 12 12.95150(N)    085 53 51.50580(W) AD(       ) 2
 MD1665
 MD1665.Superseded values are not recommended for survey control.
 MD1665
 MD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1665.See file dsdata.pdf to determine how the superseded data were derived.
 MD1665
 MD1665_MARKER: DS = TRIANGULATION STATION DISK
 MD1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1665_STAMPING: PALESTINE 1947
 MD1665_MARK LOGO: CGS
 MD1665_PROJECTION: FLUSH
 MD1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1665+STABILITY: SURFACE MOTION
 MD1665
 MD1665  HISTORY     - Date     Condition        Report By
 MD1665  HISTORY     - 1947     MONUMENTED       CGS
 MD1665  HISTORY     - 1952     GOOD             CGS
 MD1665
 MD1665                          STATION DESCRIPTION
 MD1665
 MD1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1665'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WARSAW ON THE EAST SIDE
 MD1665'OF STATE HIGHWAY 25 AND ON PROPERTY OWNED BY FRANK COX.  IT IS 198
 MD1665'FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 25 AND A GRAVEL
 MD1665'CROSSROAD, 130 FEET EAST OF THE CENTER OF HIGHWAY 25, 56 FEET
 MD1665'NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN AND 35 FEET WEST OF THE
 MD1665'NORTHWEST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS
 MD1665'STAMPED PALESTINE 1947.
 MD1665'
 MD1665'REFERENCE MARK NO. 1 IS 76.66 FEET SOUTH OF THE STATION.  IT IS 55
 MD1665'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.  THE MARK IS FLUSH
 MD1665'AND THE DISK IS STAMPED PALESTINE NO 1 1947.
 MD1665'
 MD1665'REFERENCE MARK NO. 2 IS 125.56 FEET WEST OF THE STATION.  IT IS 76
 MD1665'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 25 FEET EAST
 MD1665'OF HIGHWAY 25.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MD1665'STAMPED PALESTINE NO 2 1947.
 MD1665'
 MD1665'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION IN THE YARD OF A RED
 MD1665'BRICK FARMHOUSE.  IT IS 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MD1665'THE HOUSE, 30 FEET SOUTH OF THE CENTER OF THE ROAD AND ONE FOOT WEST
 MD1665'OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PALESTINE
 MD1665'1947.
 MD1665'
 MD1665'TO REACH THE STATION FROM THE POST OFFICE IN WARSAW GO WEST AND SOUTH
 MD1665'ON STATE HIGHWAY 25 FOR 3.8 MILES TO A CROSSROAD, *CONTINUE STRAIGHT
 MD1665'AHEAD ABOUT 50 YARDS TO MR. COXS HOUSE ON THE LEFT AND STATION AS
 MD1665'DESCRIBED.
 MD1665'
 MD1665'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO 0.4 MILE
 MD1665'TO A RED BRICK HOUSE ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.
 MD1665'
 MD1665'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1665
 MD1665                          STATION RECOVERY (1952)
 MD1665
 MD1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1665'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MD1665'CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 2 AND
 MD1665'THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1
 MD1665'CHECKED BUT THE DIRECTION DID NOT CHECK.  THE OLD DESCRIPTION IS
 MD1665'ADEQUATE.
 MD1665'
 MD1665'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2474 ***********************************************************************
 JZ2474  DESIGNATION -  PALESTINE AZ MK
 JZ2474  PID         -  JZ2474
 JZ2474  STATE/COUNTY-  IN/HANCOCK
 JZ2474  COUNTRY     -  US
 JZ2474  USGS QUAD   -  ACTON (2019)
 JZ2474
 JZ2474                         *CURRENT SURVEY CONTROL
 JZ2474  ______________________________________________________________________
 JZ2474* NAD 83(1986) POSITION- 39 44 32.     (N) 085 54 18.     (W)   SCALED
 JZ2474* NAVD 88 ORTHO HEIGHT -   256.052 (meters)      840.06  (feet) ADJUSTED
 JZ2474  ______________________________________________________________________
 JZ2474  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 JZ2474  DYNAMIC HEIGHT  -        255.905 (meters)      839.58  (feet) COMP
 JZ2474  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 JZ2474
 JZ2474  VERT ORDER      -  SECOND    CLASS 0
 JZ2474
 JZ2474.The horizontal coordinates were scaled from a map and have
 JZ2474.an estimated accuracy of +/- 6 seconds.
 JZ2474
 JZ2474.The orthometric height was determined by differential leveling and
 JZ2474.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2474.in June 1991.
 JZ2474
 JZ2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2474.GEOID18 height accuracy estimate available here.
 JZ2474
 JZ2474.Click photographs - Photos may exist for this station.
 JZ2474
 JZ2474.The dynamic height is computed by dividing the NAVD 88
 JZ2474.geopotential number by the normal gravity value computed on the
 JZ2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2474.degrees latitude (g = 980.6199 gals.).
 JZ2474
 JZ2474.The modeled gravity was interpolated from observed gravity values.
 JZ2474
 JZ2474;                    North         East    Units  Estimated Accuracy
 JZ2474;SPC IN E     -   498,920.       79,570.      MT  (+/- 180 meters Scaled)
 JZ2474
 JZ2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ938997(NAD 83)
 JZ2474
 JZ2474                          SUPERSEDED SURVEY CONTROL
 JZ2474
 JZ2474  NGVD 29 (??/??/92)  256.161  (m)          840.42   (f) ADJ UNCH    2 0
 JZ2474
 JZ2474.Superseded values are not recommended for survey control.
 JZ2474
 JZ2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2474.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2474
 JZ2474_MARKER: DZ = AZIMUTH MARK DISK
 JZ2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2474_STAMPING: PALESTINE 1939
 JZ2474_MARK LOGO: CGS
 JZ2474_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2474+STABILITY: SURFACE MOTION
 JZ2474
 JZ2474  HISTORY     - Date     Condition        Report By
 JZ2474  HISTORY     - 1939     MONUMENTED       CGS
 JZ2474  HISTORY     - 1947     GOOD             CGS
 JZ2474  HISTORY     - 19941231 GOOD             IN-059
 JZ2474  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2474
 JZ2474                          STATION DESCRIPTION
 JZ2474
 JZ2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2474'5.2 MI SE FROM CUMBERLAND.
 JZ2474'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2474'AT CUMBERLAND, THENCE 2.55 MILES SOUTH ALONG THE COUNTY LINE
 JZ2474'ROAD, THENCE 2.45 MILES EAST ALONG A COUNTY ROAD, ABOUT 0.45
 JZ2474'MILE EAST OF A CROSSROAD, AT THE STEVEN MALADY FARM, 16 FEET NORTH
 JZ2474'OF THE CENTER LINE OF THE EAST-WEST ROAD, 49 FEET WEST OF THE
 JZ2474'CENTER LINE OF A DRIVEWAY TO THE FARM, 18 FEET EAST OF A TELEPHONE
 JZ2474'POLE NUMBER 431, 42 FEET WEST OF A WOODEN GATE POST, 1 1/2 FEET
 JZ2474'NORTH OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ2474'POST, ABOUT 1 1/2 FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A
 JZ2474'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2474
 JZ2474                          STATION RECOVERY (1994)
 JZ2474
 JZ2474'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1994 (DM)
 JZ2474'MARK FOUND IN GOOD CONDITION.  NOTE--LAND OWNER HAS REQUESTED THE MARK
 JZ2474'AND REFERENCES BE RELOCATED.  OUR OFFICE IS SEEKING AN ALTERNATE SITE.
 JZ2474
 JZ2474                          STATION RECOVERY (2009)
 JZ2474
 JZ2474'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2472 ***********************************************************************
 JZ2472  DESIGNATION -  PALESTINE RM 2
 JZ2472  PID         -  JZ2472
 JZ2472  STATE/COUNTY-  IN/HANCOCK
 JZ2472  COUNTRY     -  US
 JZ2472  USGS QUAD   -  ACTON (2019)
 JZ2472
 JZ2472                         *CURRENT SURVEY CONTROL
 JZ2472  ______________________________________________________________________
 JZ2472* NAD 83(1986) POSITION- 39 44 43.31   (N) 085 54 50.21   (W)   HD_HELD1
 JZ2472* NAVD 88 ORTHO HEIGHT -   256.413 (meters)      841.25  (feet) ADJUSTED
 JZ2472  ______________________________________________________________________
 JZ2472  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 JZ2472  DYNAMIC HEIGHT  -        256.265 (meters)      840.76  (feet) COMP
 JZ2472  MODELED GRAVITY -    980,044.8   (mgal)                       NAVD 88
 JZ2472
 JZ2472  VERT ORDER      -  SECOND    CLASS 0
 JZ2472
 JZ2472.The horizontal coordinates were determined by differentially corrected
 JZ2472.hand held GPS observations or other comparable positioning techniques
 JZ2472.and have an estimated accuracy of +/- 3 meters.
 JZ2472
 JZ2472.The orthometric height was determined by differential leveling and
 JZ2472.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2472.in June 1991.
 JZ2472
 JZ2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2472.GEOID18 height accuracy estimate available here.
 JZ2472
 JZ2472.Click photographs - Photos may exist for this station.
 JZ2472
 JZ2472.The dynamic height is computed by dividing the NAVD 88
 JZ2472.geopotential number by the normal gravity value computed on the
 JZ2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2472.degrees latitude (g = 980.6199 gals.).
 JZ2472
 JZ2472.The modeled gravity was interpolated from observed gravity values.
 JZ2472
 JZ2472;                    North         East    Units  Estimated Accuracy
 JZ2472;SPC IN E     -   499,275.0      78,806.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2472
 JZ2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9304900059(NAD 83)
 JZ2472
 JZ2472                          SUPERSEDED SURVEY CONTROL
 JZ2472
 JZ2472  NGVD 29 (??/??/92)  256.522  (m)          841.61   (f) ADJ UNCH    2 0
 JZ2472
 JZ2472.Superseded values are not recommended for survey control.
 JZ2472
 JZ2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2472.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2472
 JZ2472_MARKER: DR = REFERENCE MARK DISK
 JZ2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2472_STAMPING: PALESTINE NO 2 1939
 JZ2472_MARK LOGO: CGS
 JZ2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2472+STABILITY: SURFACE MOTION
 JZ2472
 JZ2472  HISTORY     - Date     Condition        Report By
 JZ2472  HISTORY     - 1939     MONUMENTED       CGS
 JZ2472  HISTORY     - 1947     GOOD             CGS
 JZ2472  HISTORY     - 19941231 GOOD             IN-059
 JZ2472  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2472
 JZ2472                          STATION DESCRIPTION
 JZ2472
 JZ2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2472'5 MI SE FROM CUMBERLAND.
 JZ2472'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2472'AT CUMBERLAND, THENCE 2.55 MILES SOUTH ALONG THE COUNTY LINE ROAD,
 JZ2472'THENCE 2.0 MILES EAST AND 0.2 MILE NORTH ALONG COUNTY ROADS,
 JZ2472'ABOUT 0.2 MILE NORTH OF A CROSS ROAD, AT FRED HARMENINGS FARM,
 JZ2472'ABOUT 140 YARDS NORTH OF THE DRIVEWAY TO THE FARM HOUSE, 16
 JZ2472'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 128 FEET
 JZ2472'SOUTH OF A T FENCE CORNER, 2.5 FEET SOUTH OF A TELEPHONE POLE,
 JZ2472'1 FOOT EAST OF A FENCE LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN
 JZ2472'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2472'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 JZ2472
 JZ2472                          STATION RECOVERY (1994)
 JZ2472
 JZ2472'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1994 (DM)
 JZ2472'MARK FOUND IN GOOD CONDITION.  LAND OWNER HAS REQUESTED THAT THE MARK
 JZ2472'AND REFERENCES BE RELOCATED.  OUR OFFICE IS SEEKING AN ALTERNATE SITE.
 JZ2472
 JZ2472                          STATION RECOVERY (2009)
 JZ2472
 JZ2472'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2036 ***********************************************************************
 HZ2036  DESIGNATION -  PALMER
 HZ2036  PID         -  HZ2036
 HZ2036  STATE/COUNTY-  IN/CLARK
 HZ2036  COUNTRY     -  US
 HZ2036  USGS QUAD   -  BETHLEHEM (2019)
 HZ2036
 HZ2036                         *CURRENT SURVEY CONTROL
 HZ2036  ______________________________________________________________________
 HZ2036* NAD 83(1997) POSITION- 38 34 43.98556(N) 085 26 37.30759(W)   ADJUSTED
 HZ2036* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 HZ2036  ______________________________________________________________________
 HZ2036  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 HZ2036  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 HZ2036  HORZ ORDER      -  THIRD
 HZ2036
 HZ2036.The horizontal coordinates were established by classical geodetic methods
 HZ2036.and adjusted by the National Geodetic Survey in May 1999.
 HZ2036
 HZ2036.The orthometric height was scaled from a topographic map.
 HZ2036
 HZ2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2036.GEOID18 height accuracy estimate available here.
 HZ2036
 HZ2036.Click photographs - Photos may exist for this station.
 HZ2036
 HZ2036.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2036
 HZ2036. The following values were computed from the NAD 83(1997) position.
 HZ2036
 HZ2036;                    North         East     Units Scale Factor Converg.
 HZ2036;SPC IN E     -   369,772.817   119,428.431   MT  0.99997131   +0 08 20.6
 HZ2036;SPC IN E     - 1,213,162.98    391,824.78   sFT  0.99997131   +0 08 20.6
 HZ2036;SPC KY1Z     - 1,249,267.911 1,526,689.948   MT  0.99998002   +0 11 17.0
 HZ2036;SPC KY1Z     - 4,098,639.80  5,008,815.27   sFT  0.99998002   +0 11 17.0
 HZ2036;SPC KY N     -   120,427.757   395,990.875   MT  0.99996397   -0 44 33.2
 HZ2036;SPC KY N     -   395,103.40  1,299,180.06   sFT  0.99996397   -0 44 33.2
 HZ2036;UTM  16      - 4,271,194.933   635,561.958   MT  0.99982631   +0 58 14.3
 HZ2036
 HZ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2036!SPC IN E     -   0.99996735  x   0.99997131  =   0.99993866
 HZ2036!SPC KY1Z     -   0.99996735  x   0.99998002  =   0.99994737
 HZ2036!SPC KY N     -   0.99996735  x   0.99996397  =   0.99993132
 HZ2036!UTM  16      -   0.99996735  x   0.99982631  =   0.99979367
 HZ2036
 HZ2036:                Primary Azimuth Mark                     Grid Az
 HZ2036:SPC IN E     -  PALMER AZ MK                             138 03 05.5
 HZ2036:SPC KY1Z     -  PALMER AZ MK                             138 00 09.1
 HZ2036:SPC KY N     -  PALMER AZ MK                             138 55 59.3
 HZ2036:UTM  16      -  PALMER AZ MK                             137 13 11.8
 HZ2036
 HZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3556171194(NAD 83)
 HZ2036
 HZ2036|---------------------------------------------------------------------|
 HZ2036| PID    Reference Object                     Distance      Geod. Az  |
 HZ2036|                                                           dddmmss.s |
 HZ2036| HZ2037 TT 63 D                              96.030 METERS 00310     |
 HZ2036| CG9598 PALMER RM 1                          61.460 METERS 05442     |
 HZ2036| CG9599 PALMER RM 2                          82.171 METERS 09821     |
 HZ2036| CG9597 PALMER AZ MK                                       1381126.1 |
 HZ2036|---------------------------------------------------------------------|
 HZ2036
 HZ2036                          SUPERSEDED SURVEY CONTROL
 HZ2036
 HZ2036  NAD 83(1995)-  38 34 43.98579(N)    085 26 37.30697(W) AD(       ) 3
 HZ2036  NAD 83(1993)-  38 34 43.98579(N)    085 26 37.30709(W) AD(       ) 3
 HZ2036  NAD 83(1986)-  38 34 43.98825(N)    085 26 37.31394(W) AD(       ) 3
 HZ2036  NAD 27      -  38 34 43.76500(N)    085 26 37.46500(W) AD(       ) 3
 HZ2036
 HZ2036.Superseded values are not recommended for survey control.
 HZ2036
 HZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2036.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2036
 HZ2036_MARKER: DS = TRIANGULATION STATION DISK
 HZ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2036_STAMPING: PALMER 1947
 HZ2036_MARK LOGO: CGS
 HZ2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2036+STABILITY: SURFACE MOTION
 HZ2036
 HZ2036  HISTORY     - Date     Condition        Report By
 HZ2036  HISTORY     - 1947     MONUMENTED       CGS
 HZ2036  HISTORY     - 1963     GOOD             AEROS
 HZ2036  HISTORY     - 1963     GOOD             CGS
 HZ2036  HISTORY     - 1974     GOOD             BRADY
 HZ2036
 HZ2036                          STATION DESCRIPTION
 HZ2036
 HZ2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2036'THE STATION IS LOCATED 9.25 MILES SOUTH OF HANOVER, 3 MILES
 HZ2036'NORTH-NORTHWEST OF BETHLEHEM, AND ON LAND OWNED BY J.C.  PALMER.
 HZ2036'IT IS LOCATED IN PASTURE LAND, 0.3 MILE NORTH OF THE PALMER FARM
 HZ2036'HOUSE, 206 FEET WEST OF THE EAST EDGE OF THE PASTURE, AND 205 FEET
 HZ2036'WEST OF A POWERLINE POLE NO. 307. THE MARK PROJECTS 1 INCH, AND THE
 HZ2036'DISK IS STAMPED PALMER 1947.
 HZ2036'
 HZ2036'REFERENCE MARK NO. 1 IS 201.64 FEET NORTHEAST OF THE STATION AND
 HZ2036'ACROSS THE HIGHWAY FROM A CEMETERY. IT IS 25 FEET WEST OF THE
 HZ2036'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 3 FEET NORTHWEST OF A
 HZ2036'POWERLINE POLE NO. 307. THE MARK PROJECTS 6 INCHES AND THE
 HZ2036'DISK IS STAMPED PALMER NO. 1 1947. THE DISTANCE STATED ABOVE IS SLOPE
 HZ2036'MEASUREMENT.
 HZ2036'
 HZ2036'REFERENCE MARK NO. 2 IS 269.59 FEET EAST OF THE STATION, SLOPE
 HZ2036'MEASUREMENT. IT IS 110 FEET NORTH OF POWERLINE POLE NO. 306, 36
 HZ2036'FEET SOUTHWEST OF THE SOUTH GATE POST ON THE EAST SIDE OF THE
 HZ2036'HIGHWAY, AND 20 FEET WEST OF THE APPROXIMATE CENTERLINE
 HZ2036'OF A GRAVELED ROAD. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 HZ2036'STAMPED PALMER NO 2 1947.
 HZ2036'
 HZ2036'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION, 92 FEET
 HZ2036'NORTHWEST OF THE NORTHWEST CORNER OF THE J. GILTNER FARM HOUSE,
 HZ2036'57 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 HZ2036'WEST OF A WITNESS POST, AND ON THE SOUTHERN EDGE OF A CULTIVATED
 HZ2036'FIELD. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED PALMER
 HZ2036'1947.
 HZ2036'
 HZ2036'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PALMER TO
 HZ2036'TT 63-D 1937 U.S.G.S. IT IS 96.029 METERS, 315.06 FEET,
 HZ2036'NORTHEAST OF THE STATION.
 HZ2036'
 HZ2036'TO REACH THE STATION FROM THE HANOVER POST OFFICE, GO WEST ON MAIN
 HZ2036'STREET FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO 5.2 MILES TO
 HZ2036'A CROSSROAD IN SALUDA, CONTINUE ON SOUTH FOR 2.2 MILES TO A T ROAD
 HZ2036'INTERSECTION IN PAYNESVILLE, TURN LEFT HERE AND GO 0.5 MILE TO A
 HZ2036'SIDE ROAD RIGHT, TURN RIGHT ON BLACK TOP AND GO 0.8 MILE TO ANOTHER T
 HZ2036'ROAD INTERSECTION AND A FARM HOUSE ON THE RIGHT, TURN
 HZ2036'LEFT AND GO 1 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO 1.5
 HZ2036'MILES TO A CROSSROAD AND A GROCERY STORE ON THE LEFT, TURN LEFT AND
 HZ2036'GO 1.35 MILES TO A T ROAD ON THE RIGHT, TURN RIGHT AND GO 1.1
 HZ2036'MILES TO A T ROAD ON THE RIGHT AND THE STATION ABOUT 325 FEET SOUTH
 HZ2036'OF THIS POINT IN PASTURE LAND.
 HZ2036'
 HZ2036'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ2036
 HZ2036                          STATION RECOVERY (1963)
 HZ2036
 HZ2036'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2036'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HZ2036
 HZ2036                          STATION RECOVERY (1963)
 HZ2036
 HZ2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ2036'STATION MARK PALMER 1947 PINPOINTED BY VISUAL OBSERVATION-AREA HAD
 HZ2036'GROWN UP BADLY SINCE 1957.
 HZ2036
 HZ2036                          STATION RECOVERY (1974)
 HZ2036
 HZ2036'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 HZ2036'PALMER 1947 RECOVERED GOOD.
 HZ2036'
 HZ2036'PALMER 1947 (AZIM) RECOVERED GOOD.
 HZ2036'
 HZ2036'PALMER NO 1 1947 RECOVERED GOOD.
 HZ2036'
 HZ2036'PALMER NO 2 1947 RECOVERED GOOD.
 HZ2036'
 HZ2036'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI NNW OF BETHLEHEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1718 ***********************************************************************
 JA1718  DESIGNATION -  PALMYRA
 JA1718  PID         -  JA1718
 JA1718  STATE/COUNTY-  IN/HARRISON
 JA1718  COUNTRY     -  US
 JA1718  USGS QUAD   -  PALMYRA (2019)
 JA1718
 JA1718                         *CURRENT SURVEY CONTROL
 JA1718  ______________________________________________________________________
 JA1718* NAD 83(1997) POSITION- 38 24 29.15618(N) 086 06 46.42028(W)   ADJUSTED
 JA1718* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 JA1718  ______________________________________________________________________
 JA1718  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 JA1718  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 JA1718  HORZ ORDER      -  SECOND
 JA1718
 JA1718.The horizontal coordinates were established by classical geodetic methods
 JA1718.and adjusted by the National Geodetic Survey in May 1999.
 JA1718
 JA1718.The orthometric height was scaled from a topographic map.
 JA1718
 JA1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1718.GEOID18 height accuracy estimate available here.
 JA1718
 JA1718.Click photographs - Photos may exist for this station.
 JA1718
 JA1718.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1718
 JA1718. The following values were computed from the NAD 83(1997) position.
 JA1718
 JA1718;                    North         East     Units Scale Factor Converg.
 JA1718;SPC IN E     -   350,885.926    61,026.109   MT  0.99998537   -0 16 38.0
 JA1718;SPC IN E     - 1,151,198.24    200,216.49   sFT  0.99998537   -0 16 38.0
 JA1718;UTM  16      - 4,251,468.543   577,452.611   MT  0.99967388   +0 33 04.1
 JA1718
 JA1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1718!SPC IN E     -   0.99996808  x   0.99998537  =   0.99995345
 JA1718!UTM  16      -   0.99996808  x   0.99967388  =   0.99964197
 JA1718
 JA1718:                Primary Azimuth Mark                     Grid Az
 JA1718:SPC IN E     -  LICKING                                  024 30 25.8
 JA1718:UTM  16      -  LICKING                                  023 40 43.7
 JA1718
 JA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7745251468(NAD 83)
 JA1718
 JA1718|---------------------------------------------------------------------|
 JA1718| PID    Reference Object                     Distance      Geod. Az  |
 JA1718|                                                           dddmmss.s |
 JA1718| CG9602 PALMYRA RM 2                         27.922 METERS 02310     |
 JA1718| JA1719 LICKING                             APPROX. 4.5 KM 0241347.8 |
 JA1718| CG9600 PALMYRA AZ MK                                      0361305.6 |
 JA1718| CG9601 PALMYRA RM 1                         33.381 METERS 11946     |
 JA1718| CG9603 PALMYRA RM 3                         13.943 METERS 13338     |
 JA1718|---------------------------------------------------------------------|
 JA1718
 JA1718                          SUPERSEDED SURVEY CONTROL
 JA1718
 JA1718  NAD 83(1993)-  38 24 29.15805(N)    086 06 46.42209(W) AD(       ) 2
 JA1718  NAD 83(1986)-  38 24 29.16067(N)    086 06 46.42585(W) AD(       ) 2
 JA1718  NAD 27      -  38 24 28.93300(N)    086 06 46.51700(W) AD(       ) 2
 JA1718
 JA1718.Superseded values are not recommended for survey control.
 JA1718
 JA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1718.See file dsdata.pdf to determine how the superseded data were derived.
 JA1718
 JA1718_MARKER: DS = TRIANGULATION STATION DISK
 JA1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1718_STAMPING: PALMYRA 1946
 JA1718_MARK LOGO: CGS
 JA1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1718+STABILITY: SURFACE MOTION
 JA1718
 JA1718  HISTORY     - Date     Condition        Report By
 JA1718  HISTORY     - 1946     MONUMENTED       CGS
 JA1718  HISTORY     - 1978     GOOD             NGS
 JA1718
 JA1718                          STATION DESCRIPTION
 JA1718
 JA1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1718'STATION IS IN YARD OF PALMYRA GRADE SCHOOL, 0.25 MILE WEST FROM THE
 JA1718'JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHWAY 135, 246 FEET SOUTH
 JA1718'OF THE CENTERLINE OF HIGHWAY 150, 48 FEET NORTHWEST OF SCHOOL HOUSE,
 JA1718'AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 JA1718'INCHES AND THE DISK IS STAMPED PALMYRA 1946.
 JA1718'
 JA1718'REFERENCE MARK NO. 1 IS 109.52 FEET SOUTHEAST OF STATION AND 30 FEET
 JA1718'NORTH OF SCHOOL HOUSE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 JA1718'STAMPED PALMYRA NO 1 1946.
 JA1718'
 JA1718'REFERENCE MARK NO. 2 IS 91.64 FEET NORTH OF STATION AND 154 FEET
 JA1718'SOUTH OF CENTERLINE OF HIGHWAY 150.  THE MARK PROJECTS 2 INCHES AND
 JA1718'THE DISK IS STAMPED PALMYRA NO 2 1946.
 JA1718'
 JA1718'AZIMUTH MARK IS NORTHEAST OF STATION, 0.25 MILE NORTH OF THE HIGHWAY
 JA1718'JUNCTION, 20 FEET EAST OF THE CENTERLINE OF HIGHWAY 135, AND 2 FEET
 JA1718'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JA1718'DISK IS STAMPED PALMYRA 1946.
 JA1718'
 JA1718'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1718
 JA1718                          STATION RECOVERY (1978)
 JA1718
 JA1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA1718'STATION MARK AND REFERENCE MARK 2 FOUND IN GOOD CONDITION.
 JA1718'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT FOUND AND ASSUMED
 JA1718'DESTROYED.  REFERENCE MARK 1 WHEN A BUILDING WAS CONSTRUCTED, AND
 JA1718'THE AZIMUTH MARK BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 JA1718'ESTABLISHED.  THERE WAS NO VISIBLE OBJECT TO SET A NEW AZIMUTH
 JA1718'MARK.  THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.03
 JA1718'FOOT.  THE CHURCH MENTIONED IN 1946 HAS BEEN TORN DOWN.
 JA1718'
 JA1718'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS--THE STATION IS
 JA1718'LOCATED NEAR THE MUNICIPAL WATER TANK IN THE TOWN OF PALMYRA AND ON
 JA1718'PROPERTY OWNED BY THE SPORTSMAN CLUB.  IT IS 83 FEET SOUTHWEST OF
 JA1718'THE SOUTHWEST CORNER OF A SMALL BLOCK BUILDING, 43 FEET NORTHWEST OF
 JA1718'THE NORTHWEST CORNER OF THE LARGE BLOCK BUILDING (SPORTSMAN CLUB),
 JA1718'39 FEET NORTH OF THE NORTHEAST LEG OF WATER TANK, 40 FEET
 JA1718'NORTHEAST OF A FIRE HYDRANT AND 53.5 FEET SOUTH OF A POWER POLE.
 JA1718'THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED PALMYRA 1946.
 JA1718'
 JA1718'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JA1718'FIRE STATION, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL
 JA1718'BLOCK BUILDING AND 38 FEET NORTH OF THE POWER POLE.  THE MARK IS
 JA1718'FLUSH AND THE DISK STAMPED PALMYRA NO 2 1946.
 JA1718'
 JA1718'REFERENCE MARK 3 IS LOCATED AT THE NORTHWEST CORNER OF THE
 JA1718'SPORTSMAN CLUB, 3 FEET EAST OF THE NORTHWEST CORNER OF BUILDING AND
 JA1718'0.5 FEET NORTH OF THE NORTH EDGE OF BUILDING.  THE MARK IS FLUSH
 JA1718'AND THE DISK STAMPED PALMYRA 1946 NO 3 1978.
 JA1718'
 JA1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PALMYRA.
 JA1718'
 JA1718'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1798 ***********************************************************************
 MD1798  DESIGNATION -  PANHANDLE EASTERN PLINE MAST
 MD1798  PID         -  MD1798
 MD1798  STATE/COUNTY-  IN/ALLEN
 MD1798  COUNTRY     -  US
 MD1798  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1798
 MD1798                         *CURRENT SURVEY CONTROL
 MD1798  ______________________________________________________________________
 MD1798* NAD 83(1997) POSITION- 41 02 16.69129(N) 084 48 31.11249(W)   ADJUSTED
 MD1798  ______________________________________________________________________
 MD1798  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 MD1798  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 MD1798  HORZ ORDER      -  THIRD
 MD1798
 MD1798.The horizontal coordinates were established by classical geodetic methods
 MD1798.and adjusted by the National Geodetic Survey in May 1999.
 MD1798
 MD1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1798.GEOID18 height accuracy estimate available here.
 MD1798
 MD1798.Click photographs - Photos may exist for this station.
 MD1798
 MD1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1798
 MD1798. The following values were computed from the NAD 83(1997) position.
 MD1798
 MD1798;                    North         East     Units Scale Factor Converg.
 MD1798;SPC IN E     -   643,129.459   172,146.563   MT  1.00003070   +0 33 48.1
 MD1798;SPC IN E     - 2,110,000.57    564,784.18   sFT  1.00003070   +0 33 48.1
 MD1798;SPC OH N     -   154,846.576   405,907.915   MT  0.99993927   -1 30 60.0
 MD1798;SPC OH N     -   508,025.81  1,331,716.22   sFT  0.99993927   -1 30 60.0
 MD1798;UTM  16      - 4,545,285.379   684,197.009   MT  1.00001760   +1 26 21.0
 MD1798
 MD1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8419745285(NAD 83)
 MD1798
 MD1798                          SUPERSEDED SURVEY CONTROL
 MD1798
 MD1798  NAD 83(1995)-  41 02 16.69159(N)    084 48 31.11294(W) AD(       ) 3
 MD1798  NAD 83(1986)-  41 02 16.69306(N)    084 48 31.12842(W) AD(       ) 3
 MD1798  NAD 27      -  41 02 16.51400(N)    084 48 31.26300(W) AD(       ) 3
 MD1798
 MD1798.Superseded values are not recommended for survey control.
 MD1798
 MD1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1798.See file dsdata.pdf to determine how the superseded data were derived.
 MD1798
 MD1798_MARKER: 42 = RADIO/TV MAST
 MD1798
 MD1798  HISTORY     - Date     Condition        Report By
 MD1798  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1798  HISTORY     - 1960     GOOD             CGS
 MD1798
 MD1798                          STATION DESCRIPTION
 MD1798
 MD1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1798'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF EDGERTON
 MD1798'IND. AND ABOUT 0.3
 MD1798'MILE WEST OF THE OHIO-INDIANA STATE LINE.  IT IS STRUCTUAL
 MD1798'STEEL RADIO MAST 300 FEET HIGH AND
 MD1798'PAINTED RED AND WHITE AND HAS A RED LIGHT ON
 MD1798'TOP OF THE MAST.  THE STATION CALL LETTER IS W P Y B.
 MD1798'THE POINT OBSERVED ON
 MD1798'WAS THE RED LIGHT ON TOP OF THE MAST.
 MD1798'
 MD1798'TO REACH THE STATION FROM THE RAILROAD IN EDGERTON IND.
 MD1798'GO EAST ON STATE
 MD1798'HIGHWAY 14 FOR 0.2 MILE TO STATE LINE ROAD, TURN RIGHT ON
 MD1798'STATE LINE ROAD AND GO SOUTH FOR
 MD1798'2.6 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 MD1798'0.3 MILE TO THE STATION ON THE LEFT.
 MD1798
 MD1798                          STATION RECOVERY (1960)
 MD1798
 MD1798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1798'RECOVERED AS DESCRIBED.  MEN WORKING AT THE PLANT STATED THAT THE
 MD1798'CALL LETTERS GIVEN IN THE
 MD1798'ORIGINAL DESCRIPTION ARE NOT USED NOW, BUT THEY DID NOT KNOW THE
 MD1798'PRESENT CALL LETTERS.  THE MAST
 MD1798'IS VISIBLE FROM THE GOUND AT STATION SUGAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1696 ***********************************************************************
 JA1696  DESIGNATION -  PAOLI
 JA1696  PID         -  JA1696
 JA1696  STATE/COUNTY-  IN/ORANGE
 JA1696  COUNTRY     -  US
 JA1696  USGS QUAD   -  PAOLI (2019)
 JA1696
 JA1696                         *CURRENT SURVEY CONTROL
 JA1696  ______________________________________________________________________
 JA1696* NAD 83(1997) POSITION- 38 35 02.95466(N) 086 28 47.70700(W)   ADJUSTED
 JA1696* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 JA1696  ______________________________________________________________________
 JA1696  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 JA1696  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 JA1696  HORZ ORDER      -  FIRST
 JA1696
 JA1696.The horizontal coordinates were established by classical geodetic methods
 JA1696.and adjusted by the National Geodetic Survey in May 1999.
 JA1696
 JA1696.The orthometric height was scaled from a topographic map.
 JA1696
 JA1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1696.GEOID18 height accuracy estimate available here.
 JA1696
 JA1696.Click photographs - Photos may exist for this station.
 JA1696
 JA1696.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1696
 JA1696. The following values were computed from the NAD 83(1997) position.
 JA1696
 JA1696;                    North         East     Units Scale Factor Converg.
 JA1696;SPC IN W     -   370,506.806   952,574.700   MT  1.00000069   +0 22 34.8
 JA1696;SPC IN W     - 1,215,571.08  3,125,238.83   sFT  1.00000069   +0 22 34.8
 JA1696;UTM  16      - 4,270,759.579   545,297.317   MT  0.99962527   +0 19 27.7
 JA1696
 JA1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1696!SPC IN W     -   0.99996539  x   1.00000069  =   0.99996608
 JA1696!UTM  16      -   0.99996539  x   0.99962527  =   0.99959067
 JA1696
 JA1696:                Primary Azimuth Mark                     Grid Az
 JA1696:SPC IN W     -  PAOLI AZ MK                              336 29 37.6
 JA1696:UTM  16      -  PAOLI AZ MK                              336 32 44.7
 JA1696
 JA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4529770759(NAD 83)
 JA1696
 JA1696|---------------------------------------------------------------------|
 JA1696| PID    Reference Object                     Distance      Geod. Az  |
 JA1696|                                                           dddmmss.s |
 JA1696| JA1704 ORLEANS MUNICIPAL TANK              APPROX.10.5 KM 0125700.1 |
 JA1696| JA1706 ORLEANS TRAV LER RADIO CO TANK      APPROX. 9.7 KM 0144146.8 |
 JA1696| JA1705 ORLEANS HEISE BROS MILL STACK       APPROX. 9.3 KM 0145718.5 |
 JA1696| CG9605 PAOLI RM 1                           22.318 METERS 04540     |
 JA1696| JA1699 PAOLI MUNICIPAL STANDPIPE           APPROX. 2.8 KM 1570929.5 |
 JA1696| CG9606 PAOLI RM 2                           22.305 METERS 30310     |
 JA1696| CG9604 PAOLI AZ MK                                        3365212.4 |
 JA1696|---------------------------------------------------------------------|
 JA1696
 JA1696                          SUPERSEDED SURVEY CONTROL
 JA1696
 JA1696  NAD 83(1986)-  38 35 02.96010(N)    086 28 47.71008(W) AD(       ) 1
 JA1696  NAD 27      -  38 35 02.76700(N)    086 28 47.74900(W) AD(       ) 1
 JA1696
 JA1696.Superseded values are not recommended for survey control.
 JA1696
 JA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1696.See file dsdata.pdf to determine how the superseded data were derived.
 JA1696
 JA1696_MARKER: DS = TRIANGULATION STATION DISK
 JA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1696_STAMPING: PAOLI 1946
 JA1696_MARK LOGO: CGS
 JA1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1696+STABILITY: SURFACE MOTION
 JA1696
 JA1696  HISTORY     - Date     Condition        Report By
 JA1696  HISTORY     - 1946     MONUMENTED       CGS
 JA1696  HISTORY     - 1967     GOOD             CGS
 JA1696
 JA1696                          STATION DESCRIPTION
 JA1696
 JA1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1696'THIS STATION IS ABOUT 2 MILES NORTH NORTHWEST OF PAOLI, ON PROPERTY
 JA1696'OF ARTHUR DILLARD, ABOUT 0.1 MILE SOUTHEAST OF MT. GILEAD
 JA1696'CHURCH AND ABOUT 100 YARDS SOUTHWEST OF A LOG CABIN. IT IS 35 FEET
 JA1696'WEST OF A FENCE CORNER AND 5 FEET EAST OF A WHITE WITNESS POST.
 JA1696'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PAOLI 1946.
 JA1696'
 JA1696'REFERENCE MARK NO. 1 IS 73.22 FEET NORTHEAST OF THE STATION AND 1
 JA1696'FOOT EAST OF A FENCE. THE MARK PROJECTS 8 INCHES AND THE DISK
 JA1696'IS STAMPED PAOLI NO 1 1946.
 JA1696'
 JA1696'REFERENCE MARK NO. 2 IS 73.18 FEET NORTHWEST OF THE STATION AND 1
 JA1696'FOOT SOUTH OF A FENCE. THE MARK PROJECTS 8 INCHES AND THE DISK
 JA1696'IS STAMPED PAOLI NO 2 1946.
 JA1696'
 JA1696'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 100 FEET NORTHEAST OF A
 JA1696'WHITE CHURCH, 60 FEET WEST OF A GRAVEL ROAD AND 4 FEET SOUTH
 JA1696'OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1696'STAMPED PAOLI 1946.
 JA1696'
 JA1696'TO REACH FROM THE SQUARE IN PAOLI, GO NORTH ON STATE HIGHWAY 37 FOR
 JA1696'0.15 MILE TO TOP OF HILL AND TURN LEFT ON A GRAVEL SIDE
 JA1696'ROAD, THEN GO NORTHWEST FOR 1.3 MILES TO A SIDE ROAD LEFT, THEN KEEP
 JA1696'STRAIGHT AHEAD FOR 0.7 MILE TO LOG CABIN AND STATION ON LEFT.
 JA1696'
 JA1696'TO REACH THE AZIMUTH MARK FROM THE LOG CABIN, CONTINUE NORTHWEST ON
 JA1696'THE GRAVEL ROAD FOR 0.75 MILE TO A WHITE WOODEN CHURCH AND MARK
 JA1696'ON THE LEFT.
 JA1696'
 JA1696'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1696
 JA1696                          STATION RECOVERY (1967)
 JA1696
 JA1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1696'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 JA1696'FOUND IN GOOD CONDITION AT THIS TIME. THE PREVIOUS
 JA1696'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1696'
 JA1696'THE STATION MARK IS 72 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD,
 JA1696'1 FOOT NORTH OF A METAL WITNESS POST. THE LOG CABIN HAS HAD AN
 JA1696'EXTENSION ADDED TO THE FRONT AND IS NOW OWNED BY MR. AREL WILSON.
 JA1696'
 JA1696'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 42 FEET
 JA1696'WEST OF A WIRE FENCE AND WOODEN CHURCH IS NOW A PRIVATE HOME.
 JA1696'
 JA1696'TO REACH THE STATION FROM THE ORANGE COUNTY HOSPITAL AT THE NORTHWEST
 JA1696'EDGE OF PAOLI, GO EAST ON THE HOSPITAL DRIVE FOR 0.25 MILE TO A
 JA1696'PAVED CROSS STREET. TURN LEFT AND GO NORTHERLY ON THE PAVED STREET
 JA1696'FOR 1.3 MILES TO THE LOG CABIN AND STATION ON THE LEFT AFTER
 JA1696'PASSING A GARBAGE DUMP ON THE RIGHT.
 JA1696'
 JA1696'TO REACH THE AZIMUTH MARK FROM THE CABIN, CONTINUE NORTHERLY ON THE
 JA1696'PAVED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1696'
 JA1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2 MILES
 JA1696'NORTH-NORTHWEST OF PAOLI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4654 ***********************************************************************
 DM4654  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4654  DESIGNATION -  PAOLI CORS ARP
 DM4654  CORS_ID     -  INPA
 DM4654  PID         -  DM4654
 DM4654  STATE/COUNTY-  IN/ORANGE
 DM4654  COUNTRY     -  US
 DM4654  USGS QUAD   -  PAOLI (2019)
 DM4654
 DM4654                         *CURRENT SURVEY CONTROL
 DM4654  ______________________________________________________________________
 DM4654* NAD 83(2011) POSITION- 38 33 57.70591(N) 086 29 30.63439(W)   ADJUSTED
 DM4654* NAD 83(2011) ELLIP HT-   201.373 (meters)        (09/??/25)   ADJUSTED
 DM4654* NAD 83(2011) EPOCH   -  2010.00
 DM4654  ______________________________________________________________________
 DM4654  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 DM4654  NAD 83(2011) X  -    305,565.300 (meters)                     COMP
 DM4654  NAD 83(2011) Y  - -4,984,303.003 (meters)                     COMP
 DM4654  NAD 83(2011) Z  -  3,954,888.586 (meters)                     COMP
 DM4654
 DM4654.Formal positional accuracy estimates are not available for this CORS
 DM4654.because its coordinates were determined in part using modeled velocities.
 DM4654.A time-series residual plot is available that shows daily coordinate
 DM4654.variations relative to the published coordinates and modeled velocities.
 DM4654.Large residuals may indicate a potential error in the modeled velocities.
 DM4654
 DM4654.Residual plot at:
 DM4654.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INPA.
 DM4654
 DM4654.The coordinates were established by GPS observations
 DM4654.and adjusted by the National Geodetic Survey in September 2025.
 DM4654
 DM4654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4654.been affixed to the stable North American Tectonic Plate. 
 DM4654
 DM4654.The coordinates are valid at the epoch date displayed above
 DM4654.which is a decimal equivalence of Year/Month/Day.
 DM4654
 DM4654.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4654.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4654.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4654.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4654.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4654.published epoch of 2010.00.
 DM4654
 DM4654.Additional information on MYCS is available at:
 DM4654.https://geodesy.noaa.gov/CORS/index.shtml
 DM4654
 DM4654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4654.GEOID18 height accuracy estimate available here.
 DM4654
 DM4654.The PID for the CORS L1 Phase Center is DR8328.
 DM4654
 DM4654.Click photographs - Photos may exist for this station.
 DM4654
 DM4654.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4654
 DM4654.The ellipsoidal height was determined by GPS observations
 DM4654.and is referenced to NAD 83.
 DM4654
 DM4654. The following values were computed from the NAD 83(2011) position.
 DM4654
 DM4654;                    North         East     Units Scale Factor Converg.
 DM4654;SPC IN W     -   368,488.122   951,548.697   MT  0.99999938   +0 22 07.5
 DM4654;SPC IN W     - 1,208,948.11  3,121,872.68   sFT  0.99999938   +0 22 07.5
 DM4654;UTM  16      - 4,268,742.583   544,269.869   MT  0.99962413   +0 19 00.5
 DM4654
 DM4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4654!SPC IN W     -   0.99996840  x   0.99999938  =   0.99996778
 DM4654!UTM  16      -   0.99996840  x   0.99962413  =   0.99959255
 DM4654
 DM4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4426968742(NAD 83)
 DM4654
 DM4654                          SUPERSEDED SURVEY CONTROL
 DM4654
 DM4654  NAD 83(2011)-  38 33 57.70594(N)    086 29 30.63442(W) AD(2010.00) c
 DM4654  ELLIP H (04/??/25)  201.402  (m)                       GP(2010.00) c c
 DM4654  NAD 83(2011)-  38 33 57.70615(N)    086 29 30.63457(W) AD(2010.00) c
 DM4654  ELLIP H (06/??/19)  201.368  (m)                       GP(2010.00) c c
 DM4654  NAD 83(2011)-  38 33 57.70602(N)    086 29 30.63478(W) AD(2010.00) c
 DM4654  NAD 83(2011)-  38 33 57.70617(N)    086 29 30.63451(W) AD(2010.00) c
 DM4654  ELLIP H (08/??/11)  201.361  (m)                       GP(2010.00) c c
 DM4654  NAD 83(CORS)-  38 33 57.70660(N)    086 29 30.63542(W) AD(2002.00) c
 DM4654  ELLIP H (12/??/10)  201.347  (m)                       GP(2002.00) c c
 DM4654
 DM4654.Superseded values are not recommended for survey control.
 DM4654
 DM4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4654.See file dsdata.pdf to determine how the superseded data were derived.
 DM4654
 DM4654_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4654
 DM4654                          STATION DESCRIPTION
 DM4654
 DM4654'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4654'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4654'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4654'AND LOG FILES ACCESSIBLE AT:
 DM4654'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1790 ***********************************************************************
 JA1790  DESIGNATION -  PAOLI LOOKOUT TOWER
 JA1790  PID         -  JA1790
 JA1790  STATE/COUNTY-  IN/ORANGE
 JA1790  COUNTRY     -  US
 JA1790  USGS QUAD   -  VALEENE (2019)
 JA1790
 JA1790                         *CURRENT SURVEY CONTROL
 JA1790  ______________________________________________________________________
 JA1790* NAD 83(1997) POSITION- 38 29 25.67325(N) 086 26 16.17920(W)   ADJUSTED
 JA1790  ______________________________________________________________________
 JA1790  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 JA1790  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 JA1790  HORZ ORDER      -  THIRD
 JA1790
 JA1790.The horizontal coordinates were established by classical geodetic methods
 JA1790.and adjusted by the National Geodetic Survey in May 1999.
 JA1790
 JA1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1790.GEOID18 height accuracy estimate available here.
 JA1790
 JA1790.Click photographs - Photos may exist for this station.
 JA1790
 JA1790.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1790
 JA1790. The following values were computed from the NAD 83(1997) position.
 JA1790
 JA1790;                    North         East     Units Scale Factor Converg.
 JA1790;SPC IN W     -   360,131.798   956,315.071   MT  1.00000571   +0 24 06.3
 JA1790;SPC IN W     - 1,181,532.41  3,137,510.36   sFT  1.00000571   +0 24 06.3
 JA1790;UTM  16      - 4,260,385.085   549,026.882   MT  0.99962960   +0 20 59.6
 JA1790
 JA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4902660385(NAD 83)
 JA1790
 JA1790                          SUPERSEDED SURVEY CONTROL
 JA1790
 JA1790  NAD 83(1993)-  38 29 25.67841(N)    086 26 16.18305(W) AD(       ) 3
 JA1790  NAD 83(1986)-  38 29 25.67853(N)    086 26 16.18278(W) AD(       ) 3
 JA1790  NAD 27      -  38 29 25.47600(N)    086 26 16.23500(W) AD(       ) 3
 JA1790
 JA1790.Superseded values are not recommended for survey control.
 JA1790
 JA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1790.See file dsdata.pdf to determine how the superseded data were derived.
 JA1790
 JA1790_MARKER: 57 = LOOKOUT TOWER
 JA1790
 JA1790  HISTORY     - Date     Condition        Report By
 JA1790  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1790
 JA1790                          STATION DESCRIPTION
 JA1790
 JA1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1790'THIS IS A TRAVERSE STATION.
 JA1790'
 JA1790'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF THE CITY OF PAOLI, AND
 JA1790'ABOUT 0.1 MILE EAST OF STATE HIGHWAY 37.  IT IS A FOUR LEGGED STEEL
 JA1790'STRUCTURE AND ABOUT 120 FEET HIGH WITH A GLASS ENCLOSED CAB ON THE
 JA1790'TOP OF TOWER.
 JA1790'
 JA1790'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FIRE.
 JA1790'DISTANCE WAS MEASURED TO THE INTERSECTION OF THE LINES JOINING
 JA1790'DIAGONALLY OPPOSITE LEGS.  DIRECTION WAS MEASURED TO THE APEX OF
 JA1790'THE ROOF.  BOTH POINTS ARE APPARENTLY THE CENTER OF THE TOWER.  IT
 JA1790'IS 15.645 METERS (51.33 FEET) SOUTHEAST OF THE TRIANGULATION
 JA1790'STATION.
 JA1790'
 JA1790'TO REACH THE STATION FROM THE SOUTH SIDE OF THE CITY SQUARE IN THE
 JA1790'CITY OF PAOLI, GO SOUTHEAST ON STATE HIGHWAY 37 FOR 5.3 MILES TO A
 JA1790'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY FOR 0.2 MILE
 JA1790'TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO
 JA1790'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1699 ***********************************************************************
 JA1699  DESIGNATION -  PAOLI MUNICIPAL STANDPIPE
 JA1699  PID         -  JA1699
 JA1699  STATE/COUNTY-  IN/ORANGE
 JA1699  COUNTRY     -  US
 JA1699  USGS QUAD   -  PAOLI (2019)
 JA1699
 JA1699                         *CURRENT SURVEY CONTROL
 JA1699  ______________________________________________________________________
 JA1699* NAD 83(1997) POSITION- 38 33 38.63963(N) 086 28 02.47575(W)   ADJUSTED
 JA1699  ______________________________________________________________________
 JA1699  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 JA1699  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JA1699  HORZ ORDER      -  THIRD
 JA1699
 JA1699.The horizontal coordinates were established by classical geodetic methods
 JA1699.and adjusted by the National Geodetic Survey in May 1999.
 JA1699
 JA1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1699.GEOID18 height accuracy estimate available here.
 JA1699
 JA1699.Click photographs - Photos may exist for this station.
 JA1699
 JA1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1699
 JA1699. The following values were computed from the NAD 83(1997) position.
 JA1699
 JA1699;                    North         East     Units Scale Factor Converg.
 JA1699;SPC IN W     -   367,914.239   953,686.842   MT  1.00000215   +0 23 02.3
 JA1699;SPC IN W     - 1,207,065.30  3,128,887.58   sFT  1.00000215   +0 23 02.3
 JA1699;UTM  16      - 4,268,166.978   546,406.690   MT  0.99962652   +0 19 55.3
 JA1699
 JA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4640668166(NAD 83)
 JA1699
 JA1699                          SUPERSEDED SURVEY CONTROL
 JA1699
 JA1699  NAD 83(1986)-  38 33 38.64504(N)    086 28 02.47888(W) AD(       ) 3
 JA1699  NAD 27      -  38 33 38.44800(N)    086 28 02.52200(W) AD(       ) 3
 JA1699
 JA1699.Superseded values are not recommended for survey control.
 JA1699
 JA1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1699.See file dsdata.pdf to determine how the superseded data were derived.
 JA1699
 JA1699_MARKER: 52 = STANDPIPE TANK
 JA1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1699+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 JA1699
 JA1699  HISTORY     - Date     Condition        Report By
 JA1699  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1699  HISTORY     - 20141008 GOOD             GEOCAC
 JA1699
 JA1699                          STATION DESCRIPTION
 JA1699
 JA1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1699'THIS IS AN INTERSECTION STATION.
 JA1699'
 JA1699'THE STATION IS THE BALL ON THE TOP OF THE STANDPIPE, LOCATED IN THE
 JA1699'NORTHEASTERN EDGE OF TOWN ABOUT 240 FEET EAST OF HIGHWAY NO. 37.
 JA1699'IT IS BUILT OF STEEL, ABOUT 50 FEET HIGH AND 135 FEET IN DIAMETER. IT
 JA1699'WAS ERECTED IN 1937.
 JA1699
 JA1699                          STATION RECOVERY (2014)
 JA1699
 JA1699'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA1699'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1717 ***********************************************************************
 MD1717  DESIGNATION -  PARIS
 MD1717  PID         -  MD1717
 MD1717  STATE/COUNTY-  IN/ELKHART
 MD1717  COUNTRY     -  US
 MD1717  USGS QUAD   -  GOSHEN (2019)
 MD1717
 MD1717                         *CURRENT SURVEY CONTROL
 MD1717  ______________________________________________________________________
 MD1717* NAD 83(1997) POSITION- 41 30 53.58059(N) 085 49 46.97338(W)   ADJUSTED
 MD1717* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 MD1717  ______________________________________________________________________
 MD1717  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 MD1717  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 MD1717  HORZ ORDER      -  SECOND
 MD1717
 MD1717.The horizontal coordinates were established by classical geodetic methods
 MD1717.and adjusted by the National Geodetic Survey in May 1999.
 MD1717
 MD1717.The orthometric height was scaled from a topographic map.
 MD1717
 MD1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1717.GEOID18 height accuracy estimate available here.
 MD1717
 MD1717.Click photographs - Photos may exist for this station.
 MD1717
 MD1717.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1717
 MD1717. The following values were computed from the NAD 83(1997) position.
 MD1717
 MD1717;                    North         East     Units Scale Factor Converg.
 MD1717;SPC IN E     -   695,751.515    86,389.672   MT  0.99996895   -0 06 29.1
 MD1717;SPC IN E     - 2,282,644.76    283,430.12   sFT  0.99996895   -0 06 29.1
 MD1717;UTM  16      - 4,596,577.655   597,653.714   MT  0.99971735   +0 46 32.7
 MD1717
 MD1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1717!SPC IN E     -   0.99996638  x   0.99996895  =   0.99993533
 MD1717!UTM  16      -   0.99996638  x   0.99971735  =   0.99968374
 MD1717
 MD1717:                Primary Azimuth Mark                     Grid Az
 MD1717:SPC IN E     -  NETERER                                  289 43 50.7
 MD1717:UTM  16      -  NETERER                                  288 50 48.9
 MD1717
 MD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9765396577(NAD 83)
 MD1717
 MD1717|---------------------------------------------------------------------|
 MD1717| PID    Reference Object                     Distance      Geod. Az  |
 MD1717|                                                           dddmmss.s |
 MD1717| CC9104 PARIS RM 1                           28.082 METERS 08033     |
 MD1717| CC9103 PARIS AZ MK                                        2120732.0 |
 MD1717| MD1722 NETERER                             APPROX. 8.2 KM 2893721.6 |
 MD1717| CC9105 PARIS RM 2                           26.182 METERS 33519     |
 MD1717|---------------------------------------------------------------------|
 MD1717
 MD1717                          SUPERSEDED SURVEY CONTROL
 MD1717
 MD1717  NAD 83(1994)-  41 30 53.58279(N)    085 49 46.98057(W) AD(       ) 2
 MD1717  NAD 83(1986)-  41 30 53.58341(N)    085 49 46.98195(W) AD(       ) 2
 MD1717  NAD 27      -  41 30 53.40540(N)    085 49 47.00210(W) AD(       ) 2
 MD1717
 MD1717.Superseded values are not recommended for survey control.
 MD1717
 MD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1717.See file dsdata.pdf to determine how the superseded data were derived.
 MD1717
 MD1717_MARKER: DS = TRIANGULATION STATION DISK
 MD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1717_STAMPING: PARIS 1947
 MD1717_MARK LOGO: CGS
 MD1717_PROJECTION: FLUSH
 MD1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1717+STABILITY: SURFACE MOTION
 MD1717
 MD1717  HISTORY     - Date     Condition        Report By
 MD1717  HISTORY     - 1947     MONUMENTED       CGS
 MD1717  HISTORY     - 1967     SEE DESCRIPTION  BRADY
 MD1717  HISTORY     - 1969     GOOD             CGS
 MD1717  HISTORY     - 1980     GOOD             IN-039
 MD1717
 MD1717                          STATION DESCRIPTION
 MD1717
 MD1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1717'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF SYRACUSE AND ABOUT 6
 MD1717'MILES SOUTH OF GOSHEN ALONG STATE HIGHWAY 15.  IT IS 12 FEET NORTHEAST
 MD1717'OF AN 8 INCH OAK TREE, 28 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MD1717'15, 56 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 33 FEET SOUTH OF A
 MD1717'WHITE WITNESS POST AND 91 FEET SOUTHWEST OF THE INTERSECTION OF STATE
 MD1717'HIGHWAY 15 AND GRAVEL CROSSROAD.  THE MARK IS FLUSH AND THE DISK IS
 MD1717'STAMPED PARIS 1947.
 MD1717'
 MD1717'REFERENCE MARK NO. 1 IS 92.13 FEET EAST OF THE STATION.  IT IS 34 FEET
 MD1717'EAST OF THE CENTERLINE OF STATE HIGHWAY 15, 35 FEET SOUTH OF THE
 MD1717'CENTERLINE OF GRAVEL ROAD AND 1 FOOT EAST OF FENCELINE.  THE MARK IS
 MD1717'FLUSH AND THE DISK IS STAMPED PARIS NO 1 1947.
 MD1717'
 MD1717'REFERENCE MARK NO. 2 IS 85.90 FEET NORTHWEST OF THE STATION.  IT IS 25
 MD1717'FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT SOUTH OF
 MD1717'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PARIS NO 2 1947.
 MD1717'
 MD1717'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 19 FEET EAST
 MD1717'OF A FENCE LINE, 18 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15
 MD1717'AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1717'DISK IS STAMPED PARIS 1947.
 MD1717'
 MD1717'TO REACH STATION FROM THE ELKHART COUNTY COURT HOUSE IN GOSHEN GO
 MD1717'SOUTH ON STATE HIGHWAY 15 FOR 4.15 MILES TO TE STATION ON RIGHT AS
 MD1717'DESCRIBED, CONTINUE SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 MD1717'RIGHT.
 MD1717'
 MD1717'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1717
 MD1717                          STATION RECOVERY (1967)
 MD1717
 MD1717'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1717'FOUND BOTH REFERENCE MARKS.  REFERENCE DISTANCES LOCATED THE STATION
 MD1717'IN A NEW YARD, SO DID NOT DIG FOR STATION.  WE USED A DIFFERENT
 MD1717'HORIZONTAL CONTROL STATION FOR OUR WORK.
 MD1717
 MD1717                          STATION RECOVERY (1969)
 MD1717
 MD1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MD1717'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 MD1717'CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT NOTHING COULD
 MD1717'BE FOUND AND THE MARK IS THOUGHT TO HAVE BEEN DESTROYED BY THE GRADING
 MD1717'FOR TWO BUSINESS PLACES AT THE SITE.
 MD1717'
 MD1717'THE STATION MARK IS 35 FEET SOUTHEAST OF POWER POLE NO. 658/823, 60
 MD1717'FEET SOUTH OF THE CENTERLINE OF CO. ROAD 142, 27 FEET SOUTH OF A 20
 MD1717'INCH MAPLE TREE AND 12 FEET NORTHEAST OF A 14 INCH MAPLE TREE.  THE
 MD1717'MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED PARIS 1947.
 MD1717'
 MD1717'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE CENTERLINE OF CO. ROAD 142,
 MD1717'21 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 18 FEET NORTHEAST OF
 MD1717'A 18 INCH OAK TREE AND 20 FEET SOUTH OF POWER POLE NO. 663/696.  THE
 MD1717'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED PARIS NO 1 1947.
 MD1717'
 MD1717'REFERENCE MARK 2 IS 25 FEET NORTH OF THE CENTERLINE OF THE CO. ROAD
 MD1717'AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD1717'STAMPED PARIS NO 2 1947.  (NOTE THIS MARK IS 85.09 FEET FROM THE
 MD1717'STATION INSTEAD OF 85.90)
 MD1717'
 MD1717'STATION IS 0.15 MILE NORTH OF NEW PARIS MISSIONARY CHURCH.
 MD1717'
 MD1717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT PARIS
 MD1717
 MD1717                          STATION RECOVERY (1980)
 MD1717
 MD1717'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1717'PARIS 1947 FOUND 6 INCHES BELOW GROUND.  8 INCH OAK IN DESCRIPTION IS
 MD1717'NOW AN 18 INCH MAPLE.  PARIS NO. 1 1947 FOUND AS DESCRIBED.  PARIS NO.
 MD1717'2 1947 FOUND AS DESCRIBED.  AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 MD1717'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF GOSHEN,
 MD1717'INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2310 ***********************************************************************
 HZ2310  DESIGNATION -  PARIS AT AND T MW KSP 71
 HZ2310  PID         -  HZ2310
 HZ2310  STATE/COUNTY-  IN/JEFFERSON
 HZ2310  COUNTRY     -  US
 HZ2310  USGS QUAD   -  VOLGA (2019)
 HZ2310
 HZ2310                         *CURRENT SURVEY CONTROL
 HZ2310  ______________________________________________________________________
 HZ2310* NAD 83(1997) POSITION- 38 49 42.08847(N) 085 36 34.55537(W)   ADJUSTED
 HZ2310  ______________________________________________________________________
 HZ2310  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 HZ2310  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 HZ2310  HORZ ORDER      -  THIRD
 HZ2310
 HZ2310.The horizontal coordinates were established by classical geodetic methods
 HZ2310.and adjusted by the National Geodetic Survey in May 1999.
 HZ2310
 HZ2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2310.GEOID18 height accuracy estimate available here.
 HZ2310
 HZ2310.Click photographs - Photos may exist for this station.
 HZ2310
 HZ2310.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2310
 HZ2310. The following values were computed from the NAD 83(1997) position.
 HZ2310
 HZ2310;                    North         East     Units Scale Factor Converg.
 HZ2310;SPC IN E     -   397,443.826   104,955.348   MT  0.99996697   +0 02 08.8
 HZ2310;SPC IN E     - 1,303,946.95    344,341.00   sFT  0.99996697   +0 02 08.8
 HZ2310;UTM  16      - 4,298,647.820   620,690.189   MT  0.99977937   +0 52 18.7
 HZ2310
 HZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2069098647(NAD 83)
 HZ2310
 HZ2310                          SUPERSEDED SURVEY CONTROL
 HZ2310
 HZ2310  NAD 83(1995)-  38 49 42.08750(N)    085 36 34.54854(W) AD(       ) 3
 HZ2310  NAD 83(1993)-  38 49 42.08773(N)    085 36 34.54891(W) AD(       ) 3
 HZ2310  NAD 83(1986)-  38 49 42.08862(N)    085 36 34.55392(W) AD(       ) 3
 HZ2310  NAD 27      -  38 49 41.88170(N)    085 36 34.67993(W) AD(       ) 3
 HZ2310
 HZ2310.Superseded values are not recommended for survey control.
 HZ2310
 HZ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2310.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2310
 HZ2310_MARKER: 45 = MICROWAVE TOWER
 HZ2310
 HZ2310  HISTORY     - Date     Condition        Report By
 HZ2310  HISTORY     - 1970     FIRST OBSERVED   NGS
 HZ2310
 HZ2310                          STATION DESCRIPTION
 HZ2310
 HZ2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2310'THE STATION IS THE RED LIGHT ATOP THE PARIS, AMERICAN TELEPHONE
 HZ2310'AND TELEGRAPH COMPANY MICROWAVE TOWER KSP 71 THAT IS LOCATED
 HZ2310'ABOUT 12 MILES SOUTH OF NORTH VERNON, 5 MILES WEST OF LANCASTER,
 HZ2310'1 MILE EAST OF PARIS AND JUST WEST OF STATE HIGHWAY 250.  THE
 HZ2310'TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE
 HZ2310'BANDS OF RED AND WHITE WITH A FAN SHAPED ANTENNA LOCATED NEAR
 HZ2310'THE TOP ON EACH OF THE FOUR CORNERS.  IT IS 332 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2306 ***********************************************************************
 ME2306  DESIGNATION -  PARK
 ME2306  PID         -  ME2306
 ME2306  STATE/COUNTY-  IN/FULTON
 ME2306  COUNTRY     -  US
 ME2306  USGS QUAD   -  KEWANNA (2019)
 ME2306
 ME2306                         *CURRENT SURVEY CONTROL
 ME2306  ______________________________________________________________________
 ME2306* NAD 83(1997) POSITION- 41 06 15.97136(N) 086 24 52.01252(W)   ADJUSTED
 ME2306* NAVD 88 ORTHO HEIGHT -   230.94  (+/-2cm)      757.7   (feet) VERTCON3
 ME2306  ______________________________________________________________________
 ME2306  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 ME2306  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 ME2306  HORZ ORDER      -  SECOND
 ME2306  VERT ORDER      -  THIRD ? (See Below)
 ME2306
 ME2306.The horizontal coordinates were established by classical geodetic methods
 ME2306.and adjusted by the National Geodetic Survey in May 1999.
 ME2306
 ME2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2306
 ME2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2306.GEOID18 height accuracy estimate available here.
 ME2306
 ME2306.The vertical order pertains to the NGVD 29 superseded value.
 ME2306
 ME2306.Click photographs - Photos may exist for this station.
 ME2306
 ME2306.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2306
 ME2306. The following values were computed from the NAD 83(1997) position.
 ME2306
 ME2306;                    North         East     Units Scale Factor Converg.
 ME2306;SPC IN E     -   650,425.483    37,186.546   MT  1.00001521   -0 29 29.9
 ME2306;SPC IN E     - 2,133,937.61    122,002.86   sFT  1.00001521   -0 29 29.9
 ME2306;SPC IN W     -   650,371.616   956,186.177   MT  1.00000550   +0 26 23.1
 ME2306;SPC IN W     - 2,133,760.88  3,137,087.48   sFT  1.00000550   +0 26 23.1
 ME2306;UTM  16      - 4,550,515.788   549,168.130   MT  0.99962975   +0 23 05.9
 ME2306
 ME2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2306!SPC IN E     -   0.99996904  x   1.00001521  =   0.99998425
 ME2306!SPC IN W     -   0.99996904  x   1.00000550  =   0.99997454
 ME2306!UTM  16      -   0.99996904  x   0.99962975  =   0.99959880
 ME2306
 ME2306:                Primary Azimuth Mark                     Grid Az
 ME2306:SPC IN E     -  OWEN                                     180 43 02.3
 ME2306:SPC IN W     -  OWEN                                     179 47 09.3
 ME2306:UTM  16      -  OWEN                                     179 50 26.5
 ME2306
 ME2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4916850515(NAD 83)
 ME2306
 ME2306|---------------------------------------------------------------------|
 ME2306| PID    Reference Object                     Distance      Geod. Az  |
 ME2306|                                                           dddmmss.s |
 ME2306| CM4335 PARK RM                              10.245 METERS 05924     |
 ME2306| ME2308 OWEN                                APPROX. 2.7 KM 1801332.4 |
 ME2306|---------------------------------------------------------------------|
 ME2306
 ME2306                          SUPERSEDED SURVEY CONTROL
 ME2306
 ME2306  NAD 83(1986)-  41 06 15.98114(N)    086 24 52.02237(W) AD(       ) 2
 ME2306  NAD 27      -  41 06 15.83120(N)    086 24 52.00570(W) AD(       ) 2
 ME2306  USSD        -  41 06 15.85000(N)    086 24 51.83600(W) AD(       ) 3
 ME2306  NGVD 29             231.06   (m)          758.1    (f) LEVELING    3  
 ME2306
 ME2306.Superseded values are not recommended for survey control.
 ME2306
 ME2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2306.See file dsdata.pdf to determine how the superseded data were derived.
 ME2306
 ME2306_MARKER: DS = TRIANGULATION STATION DISK
 ME2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2306_STAMPING: PARK 1920
 ME2306_MARK LOGO: CGS
 ME2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2306+STABILITY: SURFACE MOTION
 ME2306
 ME2306  HISTORY     - Date     Condition        Report By
 ME2306  HISTORY     - 1920     MONUMENTED       CGS
 ME2306  HISTORY     - 1934     GOOD             INGS
 ME2306
 ME2306                          STATION DESCRIPTION
 ME2306
 ME2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2306'ABOUT 2-1/2 MILES S OF
 ME2306'DELONG ON THE E
 ME2306'SIDE OF THE TRACK, 190 YARDS S OF A WAGON ROAD CROSSING,
 ME2306'THREE-EIGHTHS MILE S OF MILEPOST
 ME2306'T.H. 141, 5.09 METERS (16.70 FEET)
 ME2306'E OF THE E AND NEAREST RAIL.  THE STATION,
 ME2306'UNDERGROUND, AND
 ME2306'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2306'THE REFERENCE MARK IS ON THE SAME SIDE OF
 ME2306'THE TRACK NEAR THE
 ME2306'FENCE LINE, 10.245 METERS (33.61 FEET) FROM THE
 ME2306'STATION N 59 DEG 25 MIN E.
 ME2306
 ME2306                          STATION RECOVERY (1934)
 ME2306
 ME2306'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2306'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1511 ***********************************************************************
 HA1511  DESIGNATION -  PARK
 HA1511  PID         -  HA1511
 HA1511  STATE/COUNTY-  IN/SPENCER
 HA1511  COUNTRY     -  US
 HA1511  USGS QUAD   -  ROCKPORT (2019)
 HA1511
 HA1511                         *CURRENT SURVEY CONTROL
 HA1511  ______________________________________________________________________
 HA1511* NAD 83(1997) POSITION- 37 59 52.65570(N) 087 05 06.57641(W)   ADJUSTED
 HA1511* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 HA1511  ______________________________________________________________________
 HA1511  GEOID HEIGHT    -        -31.316 (meters)                     GEOID18
 HA1511  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 HA1511  HORZ ORDER      -  FIRST
 HA1511
 HA1511.The horizontal coordinates were established by classical geodetic methods
 HA1511.and adjusted by the National Geodetic Survey in May 1999.
 HA1511
 HA1511.The orthometric height was scaled from a topographic map.
 HA1511
 HA1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1511.GEOID18 height accuracy estimate available here.
 HA1511
 HA1511.Click photographs - Photos may exist for this station.
 HA1511
 HA1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1511
 HA1511. The following values were computed from the NAD 83(1997) position.
 HA1511
 HA1511;                    North         East     Units Scale Factor Converg.
 HA1511;SPC IN W     -   305,267.594   899,839.550   MT  0.99996667   -0 00 04.0
 HA1511;SPC IN W     - 1,001,532.10  2,952,223.59   sFT  0.99996667   -0 00 04.0
 HA1511;SPC KY1Z     - 1,185,583.330 1,382,741.238   MT  0.99990718   -0 49 11.0
 HA1511;SPC KY1Z     - 3,889,701.31  4,536,543.55   sFT  0.99990718   -0 49 11.0
 HA1511;SPC KY S     -   685,567.378   382,728.798   MT  1.00001243   -0 48 35.0
 HA1511;SPC KY S     - 2,249,232.31  1,255,669.40   sFT  1.00001243   -0 48 35.0
 HA1511;UTM  16      - 4,205,592.089   492,522.962   MT  0.99960069   -0 03 08.7
 HA1511
 HA1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1511!SPC IN W     -   0.99997418  x   0.99996667  =   0.99994085
 HA1511!SPC KY1Z     -   0.99997418  x   0.99990718  =   0.99988136
 HA1511!SPC KY S     -   0.99997418  x   1.00001243  =   0.99998661
 HA1511!UTM  16      -   0.99997418  x   0.99960069  =   0.99957488
 HA1511
 HA1511:                Primary Azimuth Mark                     Grid Az
 HA1511:SPC IN W     -  PARK AZ MK                               167 30 56.3
 HA1511:SPC KY1Z     -  PARK AZ MK                               168 20 03.3
 HA1511:SPC KY S     -  PARK AZ MK                               168 19 27.3
 HA1511:UTM  16      -  PARK AZ MK                               167 34 01.0
 HA1511
 HA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9252205592(NAD 83)
 HA1511
 HA1511|---------------------------------------------------------------------|
 HA1511| PID    Reference Object                     Distance      Geod. Az  |
 HA1511|                                                           dddmmss.s |
 HA1511| JA1981 CHRISNEY ST MARTIN CH SPIRE         APPROX. 4.9 KM 0694421.2 |
 HA1511| CG9607 PARK AZ MK                                         1673052.3 |
 HA1511| CG9608 PARK RM 1                            23.168 METERS 18216     |
 HA1511| CG9609 PARK RM 2                            21.297 METERS 30939     |
 HA1511|---------------------------------------------------------------------|
 HA1511
 HA1511                          SUPERSEDED SURVEY CONTROL
 HA1511
 HA1511  NAD 83(1993)-  37 59 52.65812(N)    087 05 06.57577(W) AD(       ) 1
 HA1511  NAD 83(1986)-  37 59 52.66439(N)    087 05 06.57889(W) AD(       ) 1
 HA1511  NAD 27      -  37 59 52.48200(N)    087 05 06.58800(W) AD(       ) 1
 HA1511
 HA1511.Superseded values are not recommended for survey control.
 HA1511
 HA1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1511.See file dsdata.pdf to determine how the superseded data were derived.
 HA1511
 HA1511_MARKER: DS = TRIANGULATION STATION DISK
 HA1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1511_STAMPING: PARK 1945
 HA1511_MARK LOGO: CGS
 HA1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1511+STABILITY: SURFACE MOTION
 HA1511
 HA1511  HISTORY     - Date     Condition        Report By
 HA1511  HISTORY     - 1945     MONUMENTED       CGS
 HA1511  HISTORY     - 1946     GOOD             CGS
 HA1511  HISTORY     - 20110131 GOOD             GEOCAC
 HA1511
 HA1511                          STATION DESCRIPTION
 HA1511
 HA1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1511'THE STATION IS LOCATED ON THE HIGHEST OF A GROUP OF BUTTES, ABOUT
 HA1511'2.75 MILES WSW OF THE TOWN OF CHRISNEY.  IT IS 57 FEET E OF THE
 HA1511'TIMBER LINE, 24 FEET W OF OLD TRACK ROAD, AND 3 FEET E OF A STANDARD
 HA1511'WHITE WITNESS POST.
 HA1511'
 HA1511'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED
 HA1511'---PARK 1945---AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS BRONZE
 HA1511'STATION DISK IN CONCRETE.
 HA1511'
 HA1511'REFERENCE MARK 1 IS 76.05 FEET SE OF THE STATION, 55 FEET W OF TIMBER
 HA1511'LINE, AND 6 FEET E OF OLD TRACK ROAD.  IT IS A BRONZE REFERENCE
 HA1511'DISK IN CONCRETE, STAMPED---PARK NO. 1 1945---AND PROJECTS 4 INCHES.
 HA1511'
 HA1511'REFERENCE MARK 2 IS 69.91 FEET NW OF STATION, 55 FEET W OF TIMBER
 HA1511'LINE, AND 6 FEET E OF OLD TRACK ROAD.  IT IS A BRONZE REFERENCE DISK
 HA1511'IN CONCRETE, STAMPED---PARK NO. 2 1945---AND PROJECTS 4 INCHES.
 HA1511'
 HA1511'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SE OF THE STATION, 57 FEET E
 HA1511'OF A TELEPHONE POLE, 17.5 FEET N OF THE APPROXIMATE CENTER OF A DIRT
 HA1511'ROAD, AND 3 FEET E OF A STANDARD WHITE WITNESS POST.  IT IS A BRONZE
 HA1511'AZIMUTH DISK IN CONCRETE, STAMPED---PARK 1945---AND PROJECTS 6 INCHES.
 HA1511'
 HA1511'TO REACH STATION FROM THE POST OFFICE IN CHRISNEY, GO S ON STATE
 HA1511'HIGHWAY 45 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 70 TO
 HA1511'THE LEFT, TURN RIGHT ON A DIRT ROAD W, AND GO 1.4 MILES TO T-ROAD,
 HA1511'TURN LEFT AND GO 1.5 MILES TO A CROSSROADS, TURN RIGHT ON A
 HA1511'GRAVEL ROAD AND GO 0.9 MILE TO A CROSSROADS*, TURN RIGHT ON A DIRT
 HA1511'ROAD FOR 0.5 MILE TO TOP OF HILL AND AN OLD ABANDONED ROAD GOING
 HA1511'LEFT UP HILL.  TURN LEFT UP OLD TRACK ROAD FOR 0.15 MILE TO A FORK
 HA1511'(RIGHT FORK GOES DOWNHILL), TURN LEFT UP HILL FOR 0.1 MILE TO AN
 HA1511'OLD BUILDING SITE ON LEFT, HERE BEAR RIGHT ON TRACK ROAD FOR 0.15
 HA1511'MILE TO A SMALL CLEARING AND STATION ON RIGHT AS DESCRIBED.
 HA1511'
 HA1511'*TURN LEFT UP HILL FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT AS
 HA1511'DESCRIBED.
 HA1511'
 HA1511'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1511
 HA1511                          STATION RECOVERY (1946)
 HA1511
 HA1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1511'THIS STATION WAS RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION
 HA1511'WAS FOUND ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION AND THE
 HA1511'DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND AGREED CLOSELY.
 HA1511'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA1511'SET IN CONCRETE.  A COMPLETE DESCRIPTION FOLLOWS.
 HA1511'
 HA1511'THIS STATION IS ON THE HIGHEST OF A GROUP OF BUTTES, ABOUT 2-3/4
 HA1511'MILES WEST SOUTHWEST OF CHRISNEY AND ABOUT 8 MILES
 HA1511'NORTH-NORTHWEST OF ROCKPORT.  THE MARK IS IN THE HIGHEST POINT OF THE
 HA1511'CLEARING AT THE TOP OF THE BUTTE, TO THE RIGHT OF THE DIM ROAD.  THE
 HA1511'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED---PARK 1945---.
 HA1511'
 HA1511'REFERENCE MARK NO. 1, IS 23.168 METERS (76.00 FEET) SOUTH OF THE
 HA1511'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---PARK
 HA1511'NO. 1 1945---.
 HA1511'
 HA1511'REFERENCE MARK NO. 2 IS 21.297 METERS (69.88 FEET) NORTHWEST OF THE
 HA1511'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---PARK
 HA1511'NO. 2 1945---.
 HA1511'
 HA1511'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF THE STATION.  THE
 HA1511'DIRECTION TO THIS MARK WAS NOT CHECKED.
 HA1511'
 HA1511'TO REACH FROM CHRISNEY POST OFFICE, GO SOUTH ON STATE HIGHWAY 45 FOR
 HA1511'0.7 MILE TO A HIGHWAY JUNCTION, TURN RIGHT AND GO WEST FOR 1.4
 HA1511'MILES TO T-ROAD, TURN LEFT AND GO 0.5 MILE TO DIRT SIDE ROAD RIGHT,
 HA1511'TURN RIGHT AND GO 0.9 MILE TO AN OLD ABANDONED ROAD WHICH LEADS
 HA1511'VERY SHARPLY TO THE RIGHT AND WILL BE HARD TO MAKE WITHOUT TURNING
 HA1511'AROUND.  FOLLOW THIS ROAD FOR 0.15 MILES AND TAKE THE LEFT FORK UP
 HA1511'HILL AND GO TO TOP OF RIDGE AND STATION ON RIGHT.
 HA1511
 HA1511                          STATION RECOVERY (2011)
 HA1511
 HA1511'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA1511'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HA1511'CONDITION. I WAS UNABLE TO LOCATE THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2042 ***********************************************************************
 HZ2042  DESIGNATION -  PARK
 HZ2042  PID         -  HZ2042
 HZ2042  STATE/COUNTY-  IN/JEFFERSON
 HZ2042  COUNTRY     -  US
 HZ2042  USGS QUAD   -  MADISON WEST (2019)
 HZ2042
 HZ2042                         *CURRENT SURVEY CONTROL
 HZ2042  ______________________________________________________________________
 HZ2042* NAD 83(1997) POSITION- 38 44 32.00724(N) 085 24 45.03791(W)   ADJUSTED
 HZ2042* NAVD 88 ORTHO HEIGHT -   139.    (meters)      456.    (feet) SCALED
 HZ2042  ______________________________________________________________________
 HZ2042  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 HZ2042  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 HZ2042  HORZ ORDER      -  THIRD
 HZ2042
 HZ2042.The horizontal coordinates were established by classical geodetic methods
 HZ2042.and adjusted by the National Geodetic Survey in May 1999.
 HZ2042
 HZ2042.The orthometric height was scaled from a topographic map.
 HZ2042
 HZ2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2042.GEOID18 height accuracy estimate available here.
 HZ2042
 HZ2042.Click photographs - Photos may exist for this station.
 HZ2042
 HZ2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2042
 HZ2042. The following values were computed from the NAD 83(1997) position.
 HZ2042
 HZ2042;                    North         East     Units Scale Factor Converg.
 HZ2042;SPC IN E     -   387,911.448   122,095.574   MT  0.99997268   +0 09 32.6
 HZ2042;SPC IN E     - 1,272,672.81    400,575.23   sFT  0.99997268   +0 09 32.6
 HZ2042;SPC KY1Z     - 1,267,409.286 1,529,341.778   MT  1.00001909   +0 12 25.9
 HZ2042;SPC KY1Z     - 4,158,158.63  5,017,515.48   sFT  1.00001909   +0 12 25.9
 HZ2042;SPC KY N     -   138,523.118   398,936.870   MT  0.99997356   -0 43 23.4
 HZ2042;SPC KY N     -   454,471.26  1,308,845.38   sFT  0.99997356   -0 43 23.4
 HZ2042;UTM  16      - 4,289,367.852   637,964.749   MT  0.99983439   +0 59 37.1
 HZ2042
 HZ2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2042!SPC IN E     -   0.99998353  x   0.99997268  =   0.99995622
 HZ2042!SPC KY1Z     -   0.99998353  x   1.00001909  =   1.00000262
 HZ2042!SPC KY N     -   0.99998353  x   0.99997356  =   0.99995710
 HZ2042!UTM  16      -   0.99998353  x   0.99983439  =   0.99981793
 HZ2042
 HZ2042:                Primary Azimuth Mark                     Grid Az
 HZ2042:SPC IN E     -  PARK AZ MK                               136 18 04.2
 HZ2042:SPC KY1Z     -  PARK AZ MK                               136 15 10.9
 HZ2042:SPC KY N     -  PARK AZ MK                               137 11 00.2
 HZ2042:UTM  16      -  PARK AZ MK                               135 27 59.7
 HZ2042
 HZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3796489367(NAD 83)
 HZ2042
 HZ2042|---------------------------------------------------------------------|
 HZ2042| PID    Reference Object                     Distance      Geod. Az  |
 HZ2042|                                                           dddmmss.s |
 HZ2042| HZ2055 MADISON PEARL PACKING CO STK        APPROX. 2.8 KM 0940943.2 |
 HZ2042| HZ2043 TT 23 T                              17.510 METERS 09754     |
 HZ2042| HZ2022 MADISON ST MICHAELS CATH CH         APPROX. 3.5 KM 0985344.1 |
 HZ2042| HZ2054 MADISON TRINITY ME CH SPIRE         APPROX. 2.6 KM 1020437.0 |
 HZ2042| HZ2052 MADISON LIGHT AND POWER STK         APPROX. 2.2 KM 1043401.1 |
 HZ2042| CG9610 PARK AZ MK                                         1362736.8 |
 HZ2042| CG9611 PARK RM 1                            25.843 METERS 24030     |
 HZ2042| CG9612 PARK RM 2                            25.302 METERS 33633     |
 HZ2042|---------------------------------------------------------------------|
 HZ2042
 HZ2042                          SUPERSEDED SURVEY CONTROL
 HZ2042
 HZ2042  NAD 83(1995)-  38 44 32.00682(N)    085 24 45.03705(W) AD(       ) 3
 HZ2042  NAD 83(1993)-  38 44 32.00694(N)    085 24 45.03771(W) AD(       ) 3
 HZ2042  NAD 83(1986)-  38 44 32.00833(N)    085 24 45.04396(W) AD(       ) 3
 HZ2042  NAD 27      -  38 44 31.79400(N)    085 24 45.19400(W) AD(       ) 3
 HZ2042
 HZ2042.Superseded values are not recommended for survey control.
 HZ2042
 HZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2042.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2042
 HZ2042_MARKER: DS = TRIANGULATION STATION DISK
 HZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2042_STAMPING: PARK 1947
 HZ2042_MARK LOGO: CGS
 HZ2042_PROJECTION: FLUSH
 HZ2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2042+STABILITY: SURFACE MOTION
 HZ2042
 HZ2042  HISTORY     - Date     Condition        Report By
 HZ2042  HISTORY     - 1947     MONUMENTED       CGS
 HZ2042  HISTORY     - 1963     GOOD             AEROS
 HZ2042  HISTORY     - 1979     GOOD             NGS
 HZ2042
 HZ2042                          STATION DESCRIPTION
 HZ2042
 HZ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2042'THE STATION IS LOCATED AT THE SOUTH ENTRANCE OF THE CLIFTY FALLS
 HZ2042'STATE PARK, ABOUT 1 MILE WEST OF MADISON. IT IS 62 FEET NORTH
 HZ2042'OF THE CENTERLINE OF STATE HIGHWAYS 56 AND 62, 47 FEET EAST OF THE
 HZ2042'CENTERLINE OF THE PARK ENTRANCE DRIVEWAY, AND 20 FEET WEST OF
 HZ2042'A STONE RETAINING WALL. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ2042'DISK IS STAMPED PARK 1947.
 HZ2042'
 HZ2042'REFERENCE MARK NO. 1 IS 84.79 FEET WEST-SOUTHWEST OF THE STATION, 43
 HZ2042'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF A
 HZ2042'STONE RETAINING WALL, AND 34 FEET WEST OF THE CENTERLINE OF THE PARK
 HZ2042'ENTRANCE DRIVEWAY. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ2042'DISK IS STAMPED PARK NO 1 1947.
 HZ2042'
 HZ2042'REFERENCE MARK NO. 2 IS 83.01 FEET NORTH-NORTHWEST OF THE STATION, 90
 HZ2042'FET SOUTH-SOUTHEAST OF THE PARK TOLL HOUSE, 26 FEET EAST OF THE
 HZ2042'CENTERLINE OF THE PARK ENTRANCE DRIVEWAY, AND 21 FEET WEST OF A STONE
 HZ2042'RETAINING WALL. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 HZ2042'IS STAMPED PARK NO 2 1947.
 HZ2042'
 HZ2042'A TRAVERSE WAS MADE FROM TRIANGULATION STATION PARK TO TT 23T 1937
 HZ2042'U.S.G.S. IT IS 57.45 FEET EAST OF THE STATION.
 HZ2042'
 HZ2042'THE AZIMUTH MARK IS APPROXIMATELY 0.20 MILE SOUTHEAST OF THE STATION,
 HZ2042'AND 120 FEET EAST OF A CULTIVATED FIELD. IT IS SET IN A CONCRETE
 HZ2042'RETAINING WALL AT THE NUMBER 8 TEE-OFF OF THE JEFFERSON COUNTY
 HZ2042'COUNTRY CLUB. THE MARK IS FLUSH WITH THE RETAINING WALL, AND
 HZ2042'THE DISK IS STAMPED PARK 1947.
 HZ2042'
 HZ2042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7, 56,AND 62
 HZ2042'IN MADISON, GO WEST ON HIGHWAYS 56 AND 62 FOR 1.1 MILES TO THE
 HZ2042'PARK ENTRANCE AND THE STATION ON THE RIGHT.
 HZ2042'
 HZ2042'TO REACH THE AZIMUTH MARK FROM THE STATION, TURN LEFT OFF THE HIGHWAY
 HZ2042'ON A LANE LEADING TO MR. HARRY BRANNERS RESIDENCE AND GO
 HZ2042'0.25 MILE TO HIS HOME, TURN LEFT HERE ON A WAGON TRAIL THROUGH A
 HZ2042'CULTIVATED FIELD AND GO 0.05 MILE TO THE AZIMUTH MARK AT THE
 HZ2042'NUMBER 8 TEE-OFF.
 HZ2042'
 HZ2042'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2042
 HZ2042                          STATION RECOVERY (1963)
 HZ2042
 HZ2042'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2042'STATION HAS BEEN RECOVERED IN GOOD CONDITION.  ALL MARKS EXCEPT USGS
 HZ2042'TT 23T, COVERED BY SIX INCHES OF DIRT.  PARK ENTRANCE HAS BEEN
 HZ2042'WIDENED.
 HZ2042
 HZ2042                          STATION RECOVERY (1979)
 HZ2042
 HZ2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2042'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  REFERENCE
 HZ2042'MARK 1 NOT FOUND AND ASSUMED DESTROYED AS COMPLETE AREA HAS BEEN
 HZ2042'RECONSTRUCTED.  AZIMUTH MARK NOT FOUND.  THERE IS NO PLACE TO SET
 HZ2042'ANOTHER AZIMUTH MARK THAT WOULD SEE THE STATION.  USGS BENCH MARK TT
 HZ2042'23 T WAS USED AS AN REFERENCE MARK.
 HZ2042'
 HZ2042'THE STATION IS LOCATED 2 MILES W OF MADISON AND AT THE SOUTH
 HZ2042'ENTRANCE TO THE CLIFTY FALLS STATE PARK.
 HZ2042'
 HZ2042'TO REACH FROM THE COURT HOUSE AT MADISON, GO W ON STATE HIGHWAY 56
 HZ2042'FOR 2 MILES TO THE CLIFTY FALLS STATE PARK SOUTH ENTRANCE AND STATION
 HZ2042'AS DESCRIBED.
 HZ2042'
 HZ2042'STATION MARKS ARE STANDARD DISKS, STAMPED---PARK 1947---.  IT IS 62
 HZ2042'FT N OF CENTER LINE OF STATE HIGHWAY 56, 47 FT E OF CENTER LINE OF
 HZ2042'PARK ENTRANCE ROAD, 41.7 FT SE OF LIGHT POLE, 20 FT W OF A STONE
 HZ2042'RETAINING WALL, 15.3 FT S OF S CORNER OF ROCKWALL 77.5 FT WNW OF
 HZ2042'POWER LINE POLE AND 1 FT N OF A METAL WITNESS POST.  THE MARK IS
 HZ2042'UNDERGROUND 6 INCHES.
 HZ2042'
 HZ2042'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---PARK NO 2 1947---.  IT
 HZ2042'IS 90 FT S OF SW EDGE OF PARK OFFICE, 44 FT SSW OF SW CORNER OF STONE
 HZ2042'BASE OF PARK SIGN, 43 FT N OF LIGHT POLE, 29 FT E OF CENTER LINE OF
 HZ2042'PARK ENTRANCE ROAD, 21 FT W OF ROCK WALL AND 3 FT E OF E EDGE OF
 HZ2042'PAVEMENT.  THE MARK IS UNDERGROUND 2 INCHES.
 HZ2042'
 HZ2042'USGS BM TT 23T IS A STANDARD USGS BENCH MARK DISK, STAMPED---TT 23T
 HZ2042'1937 RESET 1949---.  IT IS 105 FT E OF CENTER LINE OF PARK ENTRANCE
 HZ2042'ROAD, 51 FT N OF CENTERLINE OF HIGHWAY 56, 21 FT NW OF POWER LINE
 HZ2042'POLE AND 1 FT SE OF AN METAL WITNESS POST.  THE MARK PROJECTS ABOUT
 HZ2042'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2072 ***********************************************************************
 LA2072  DESIGNATION -  PARKER MUNICIPAL TANK
 LA2072  PID         -  LA2072
 LA2072  STATE/COUNTY-  IN/RANDOLPH
 LA2072  COUNTRY     -  US
 LA2072  USGS QUAD   -  FARMLAND (2019)
 LA2072
 LA2072                         *CURRENT SURVEY CONTROL
 LA2072  ______________________________________________________________________
 LA2072* NAD 83(1997) POSITION- 40 11 24.89975(N) 085 12 08.80151(W)   ADJUSTED
 LA2072  ______________________________________________________________________
 LA2072  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LA2072  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 LA2072  HORZ ORDER      -  THIRD
 LA2072
 LA2072.The horizontal coordinates were established by classical geodetic methods
 LA2072.and adjusted by the National Geodetic Survey in May 1999.
 LA2072
 LA2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2072.GEOID18 height accuracy estimate available here.
 LA2072
 LA2072.Click photographs - Photos may exist for this station.
 LA2072
 LA2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2072
 LA2072. The following values were computed from the NAD 83(1997) position.
 LA2072
 LA2072;                    North         East     Units Scale Factor Converg.
 LA2072;SPC IN E     -   548,744.956   139,530.211   MT  0.99998590   +0 17 58.5
 LA2072;SPC IN E     - 1,800,340.74    457,775.37   sFT  0.99998590   +0 17 58.5
 LA2072;UTM  16      - 4,450,422.712   653,016.336   MT  0.99988823   +1 09 36.9
 LA2072
 LA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5301650422(NAD 83)
 LA2072
 LA2072                          SUPERSEDED SURVEY CONTROL
 LA2072
 LA2072  NAD 83(1995)-  40 11 24.90032(N)    085 12 08.80762(W) AD(       ) 3
 LA2072  NAD 83(1986)-  40 11 24.90159(N)    085 12 08.81338(W) AD(       ) 3
 LA2072  NAD 27      -  40 11 24.73700(N)    085 12 08.92600(W) AD(       ) 3
 LA2072
 LA2072.Superseded values are not recommended for survey control.
 LA2072
 LA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2072.See file dsdata.pdf to determine how the superseded data were derived.
 LA2072
 LA2072_MARKER: 53 = ELEVATED TANK
 LA2072
 LA2072  HISTORY     - Date     Condition        Report By
 LA2072  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2072  HISTORY     - 1969     GOOD             CGS
 LA2072
 LA2072                          STATION DESCRIPTION
 LA2072
 LA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2072'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0572 ***********************************************************************
 JA0572  DESIGNATION -  PARTENHEIMER
 JA0572  PID         -  JA0572
 JA0572  STATE/COUNTY-  IN/DUBOIS
 JA0572  COUNTRY     -  US
 JA0572  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0572
 JA0572                         *CURRENT SURVEY CONTROL
 JA0572  ______________________________________________________________________
 JA0572* NAD 83(1997) POSITION- 38 18 12.90823(N) 086 52 20.21896(W)   ADJUSTED
 JA0572* NAVD 88 ORTHO HEIGHT -   176.792 (meters)      580.03  (feet) ADJUSTED
 JA0572  ______________________________________________________________________
 JA0572  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 JA0572  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 JA0572  DYNAMIC HEIGHT  -        176.673 (meters)      579.63  (feet) COMP
 JA0572  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 JA0572
 JA0572  HORZ ORDER      -  SECOND
 JA0572  VERT ORDER      -  FIRST     CLASS II
 JA0572
 JA0572.The horizontal coordinates were established by classical geodetic methods
 JA0572.and adjusted by the National Geodetic Survey in May 1999.
 JA0572
 JA0572.The orthometric height was determined by differential leveling and
 JA0572.adjusted by the NATIONAL GEODETIC SURVEY
 JA0572.in June 1991.
 JA0572
 JA0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0572.GEOID18 height accuracy estimate available here.
 JA0572
 JA0572.Click photographs - Photos may exist for this station.
 JA0572
 JA0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0572
 JA0572.The dynamic height is computed by dividing the NAVD 88
 JA0572.geopotential number by the normal gravity value computed on the
 JA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0572.degrees latitude (g = 980.6199 gals.).
 JA0572
 JA0572.The modeled gravity was interpolated from observed gravity values.
 JA0572
 JA0572. The following values were computed from the NAD 83(1997) position.
 JA0572
 JA0572;                    North         East     Units Scale Factor Converg.
 JA0572;SPC IN W     -   339,211.784   918,459.782   MT  0.99997086   +0 07 50.9
 JA0572;SPC IN W     - 1,112,897.33  3,013,313.47   sFT  0.99997086   +0 07 50.9
 JA0572;UTM  16      - 4,239,507.062   511,166.826   MT  0.99960154   +0 04 45.0
 JA0572
 JA0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0572!SPC IN W     -   0.99997735  x   0.99997086  =   0.99994821
 JA0572!UTM  16      -   0.99997735  x   0.99960154  =   0.99957890
 JA0572
 JA0572:                Primary Azimuth Mark                     Grid Az
 JA0572:SPC IN W     -  PARTENHEIMER AZ MK                       097 07 00.7
 JA0572:UTM  16      -  PARTENHEIMER AZ MK                       097 10 06.6
 JA0572
 JA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1116639507(NAD 83)
 JA0572
 JA0572|---------------------------------------------------------------------|
 JA0572| PID    Reference Object                     Distance      Geod. Az  |
 JA0572|                                                           dddmmss.s |
 JA0572| CG9616 PARTENHEIMER AZ MK                                 0971451.6 |
 JA0572| CG9617 PARTENHEIMER RM 1                   104.466 METERS 12910     |
 JA0572| JA1824 FERDINAND ST FERDINAND CATH CH      APPROX. 9.0 KM 1733348.8 |
 JA0572| JA0571 PARTENHEIMER RM 2                    28.956 METERS 23048     |
 JA0572|---------------------------------------------------------------------|
 JA0572
 JA0572                          SUPERSEDED SURVEY CONTROL
 JA0572
 JA0572  NAD 83(1993)-  38 18 12.91145(N)    086 52 20.22143(W) AD(       ) 2
 JA0572  NAD 83(1986)-  38 18 12.91518(N)    086 52 20.22200(W) AD(       ) 2
 JA0572  NAD 27      -  38 18 12.71900(N)    086 52 20.22700(W) AD(       ) 2
 JA0572  NGVD 29 (??/??/92)  176.900  (m)          580.38   (f) ADJ UNCH    1 2
 JA0572  NGVD 29             176.90   (m)          580.4    (f) LEVELING    3  
 JA0572
 JA0572.Superseded values are not recommended for survey control.
 JA0572
 JA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0572.See file dsdata.pdf to determine how the superseded data were derived.
 JA0572
 JA0572_MARKER: DS = TRIANGULATION STATION DISK
 JA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0572_STAMPING: PARTENHEIMER 1946
 JA0572_MARK LOGO: CGS
 JA0572_PROJECTION: RECESSED 30 CENTIMETERS
 JA0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0572+STABILITY: SURFACE MOTION
 JA0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0572+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 JA0572
 JA0572  HISTORY     - Date     Condition        Report By
 JA0572  HISTORY     - 1946     MONUMENTED       CGS
 JA0572  HISTORY     - 1965     GOOD             CGS
 JA0572  HISTORY     - 1965     GOOD             CGS
 JA0572  HISTORY     - 20091112 GOOD             INDOT
 JA0572
 JA0572                          STATION DESCRIPTION
 JA0572
 JA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0572'THIS STATION IS AT THE JUNCTION OF STATE HIGHWAYS 64 AND 162, ABOUT 4
 JA0572'MILES EAST FROM HUNTINGBURG AND ABOUT 0.50 MILE NORTH FROM THE VILLAGE
 JA0572'OF BRETZVILLE, IT IS 468 FEET NORTHWEST FROM THE HIGHWAY INTERSECTION
 JA0572'AND ABOUT 50 YARDS SOUTHEAST FROM THE FARM HOUSE OF MR PHIL
 JA0572'PARTENHEIMER, 10 FEET SOUTH OF A WIRE FENCE LINE AND 9.6 FEET
 JA0572'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS 1 FOOT UNDERGROUND AND
 JA0572'THE DISK IS STAMPED PARTENHEIMER 1946.
 JA0572'
 JA0572'REFERENCE MARK NO 1 IS 342.74 FEET SOUTHEAST OF THE STATION, 61 FEET
 JA0572'WEST OF HIGHWAY 162, AND 168 FEET NORTH OF THE INTERSECTION OF THE
 JA0572'HIGHWAYS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0572'PARTENHEIMER NO 1 1946.
 JA0572'
 JA0572'REFERENCE MARK NO 2 IS 95 FEET SOUTH-SOUTHWEST OF THE STATION, 9 FEET
 JA0572'EAST OF A WOOD FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0572'STAMPED PARTENHEIMER NO 2 1946.
 JA0572'
 JA0572'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 53 FEET NORTH OF
 JA0572'THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST-NORTHWEST OF A WHITE
 JA0572'WITNESS POST, AND 3 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER.  THE MARK
 JA0572'PROJECTS 4 INCHES AND THE DISK IS STAMPED PARTENHEIMER 1946.
 JA0572
 JA0572                          STATION RECOVERY (1965)
 JA0572
 JA0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0572'THE STATION MARK, STAMPED PARTENHEIMER 1946, IS ABOUT 4.3 MILES EAST
 JA0572'ALONG THE SOUTHERN RAILWAY FROM THE CITY POWER PLANT AND WATER
 JA0572'COMPANY BUILDING AT HUNTINGBURG, THENCE 0.15 MILE NORTH-NORTHWEST
 JA0572'TO THE CREST OF A SLIGHT KNOLL, IN SECTION 32, T 2 S, R 4 W, 133
 JA0572'YARDS WEST OF THE CENTER LINE OF STATE HIGHWAY 162, 90-1/2 FEET
 JA0572'SOUTHEAST OF A UTILITY HOUSE, 101-1/2 FEET SOUTH OF A 18-INCH OAK
 JA0572'TREE, 12-1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE, 10 FEET SOUTH OF
 JA0572'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS 14 INCHES
 JA0572'UNDER THE SURFACE OF THE GROUND.
 JA0572'
 JA0572'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 JA0572'
 JA0572'R.M. 2, STAMPED PARTENHEIMER NO 2 1946, IS 95.0 FEET SOUTHWEST OF
 JA0572'THE STATION, 65 FEET SOUTH OF A 12-INCH PEACH TREE, 28 FEET EAST OF
 JA0572'A FENCE, 77 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 JA0572'PROJECTING 3 INCHES.
 JA0572
 JA0572                          STATION RECOVERY (1965)
 JA0572
 JA0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0572'4.4 MI E FROM HUNTINGBURG.
 JA0572'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0572'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0572'0.15 MILE NORTH-NORTHWEST TO THE CREST OF A SLIGHT KNOLL, IN
 JA0572'SECTION 32, T 2 S, R 4 W, 133 YARDS WEST OF THE CENTER LINE OF
 JA0572'STATE HIGHWAY 162, 90 1/2 FEET SOUTHEAST OF A UTILITY HOUSE,
 JA0572'101 1/2 FEET SOUTH OF A 18-INCH OAK TREE, 12 1/2 FEET SOUTH-SOUTHEAST
 JA0572'OF A POWER POLE, 10 FEET SOUTH OF A YARD FENCE, SET IN THE TOP OF
 JA0572'A CONCRETE POST WHICH IS 14 INCHES UNDER THE SURFACE OF THE GROUND.
 JA0572
 JA0572                          STATION RECOVERY (2009)
 JA0572
 JA0572'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (KEJ)
 JA0572'FOUND IN GOOD CONDITION AS DESCRIBED PER CURRENT DATA SHEET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0571 ***********************************************************************
 JA0571  DESIGNATION -  PARTENHEIMER RM 2
 JA0571  PID         -  JA0571
 JA0571  STATE/COUNTY-  IN/DUBOIS
 JA0571  COUNTRY     -  US
 JA0571  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0571
 JA0571                         *CURRENT SURVEY CONTROL
 JA0571  ______________________________________________________________________
 JA0571* NAD 83(1986) POSITION- 38 18 12.31   (N) 086 52 21.14   (W)   HD_HELD1
 JA0571* NAVD 88 ORTHO HEIGHT -   174.401 (meters)      572.18  (feet) ADJUSTED
 JA0571  ______________________________________________________________________
 JA0571  GEOID HEIGHT    -        -32.439 (meters)                     GEOID18
 JA0571  DYNAMIC HEIGHT  -        174.283 (meters)      571.79  (feet) COMP
 JA0571  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 JA0571
 JA0571  VERT ORDER      -  FIRST     CLASS II
 JA0571
 JA0571.The horizontal coordinates were determined by differentially corrected
 JA0571.hand held GPS observations or other comparable positioning techniques
 JA0571.and have an estimated accuracy of +/- 3 meters.
 JA0571
 JA0571.The orthometric height was determined by differential leveling and
 JA0571.adjusted by the NATIONAL GEODETIC SURVEY
 JA0571.in June 1991.
 JA0571
 JA0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0571.GEOID18 height accuracy estimate available here.
 JA0571
 JA0571.Click photographs - Photos may exist for this station.
 JA0571
 JA0571.The dynamic height is computed by dividing the NAVD 88
 JA0571.geopotential number by the normal gravity value computed on the
 JA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0571.degrees latitude (g = 980.6199 gals.).
 JA0571
 JA0571.The modeled gravity was interpolated from observed gravity values.
 JA0571
 JA0571;                    North         East    Units  Estimated Accuracy
 JA0571;SPC IN W     -   339,193.3     918,437.4     MT  (+/- 3 meters HH1 GPS) 
 JA0571
 JA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1114439488(NAD 83)
 JA0571
 JA0571                          SUPERSEDED SURVEY CONTROL
 JA0571
 JA0571  NGVD 29 (??/??/92)  174.509  (m)          572.53   (f) ADJ UNCH    1 2
 JA0571
 JA0571.Superseded values are not recommended for survey control.
 JA0571
 JA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0571.See file dsdata.pdf to determine how the superseded data were derived.
 JA0571
 JA0571_MARKER: DR = REFERENCE MARK DISK
 JA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0571_STAMPING: PARTENHEIMER NO 2 1946
 JA0571_MARK LOGO: CGS
 JA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0571+STABILITY: SURFACE MOTION
 JA0571
 JA0571  HISTORY     - Date     Condition        Report By
 JA0571  HISTORY     - 1946     MONUMENTED       CGS
 JA0571  HISTORY     - 1965     GOOD             CGS
 JA0571
 JA0571                          STATION DESCRIPTION
 JA0571
 JA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0571'4.4 MI E FROM HUNTINGBURG.
 JA0571'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0571'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0571'0.15 MILE NORTH-NORTHWEST TO THE CREST OF A SLIGHT KNOLL, IN
 JA0571'SECTION 32, T 2 S, R 4 W, 95.0 FEET SOUTHWEST OF PARTENHEIMER
 JA0571'1946, 65 FEET SOUTH OF A 12-INCH PEACH TREE, 28 FEET EAST OF A
 JA0571'FENCE, 77 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 JA0571'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1888 ***********************************************************************
 JA1888  DESIGNATION -  PAT
 JA1888  PID         -  JA1888
 JA1888  STATE/COUNTY-  IN/DUBOIS
 JA1888  COUNTRY     -  US
 JA1888  USGS QUAD   -  JASPER (2019)
 JA1888
 JA1888                         *CURRENT SURVEY CONTROL
 JA1888  ______________________________________________________________________
 JA1888* NAD 83(1997) POSITION- 38 26 15.84881(N) 086 53 36.15946(W)   ADJUSTED
 JA1888* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 JA1888  ______________________________________________________________________
 JA1888  GEOID HEIGHT    -        -32.562 (meters)                     GEOID18
 JA1888  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 JA1888  HORZ ORDER      -  THIRD
 JA1888
 JA1888.The horizontal coordinates were established by classical geodetic methods
 JA1888.and adjusted by the National Geodetic Survey in May 1999.
 JA1888
 JA1888.The orthometric height was scaled from a topographic map.
 JA1888
 JA1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1888.GEOID18 height accuracy estimate available here.
 JA1888
 JA1888.Click photographs - Photos may exist for this station.
 JA1888
 JA1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1888
 JA1888. The following values were computed from the NAD 83(1997) position.
 JA1888
 JA1888;                    North         East     Units Scale Factor Converg.
 JA1888;SPC IN W     -   354,098.442   916,584.071   MT  0.99997005   +0 07 05.1
 JA1888;SPC IN W     - 1,161,737.97  3,007,159.57   sFT  0.99997005   +0 07 05.1
 JA1888;UTM  16      - 4,254,389.911   509,305.243   MT  0.99960107   +0 03 58.6
 JA1888
 JA1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1888!SPC IN W     -   0.99997751  x   0.99997005  =   0.99994756
 JA1888!UTM  16      -   0.99997751  x   0.99960107  =   0.99957859
 JA1888
 JA1888:                Primary Azimuth Mark                     Grid Az
 JA1888:SPC IN W     -  JASPER S BASE RESET                      230 08 27.1
 JA1888:UTM  16      -  JASPER S BASE RESET                      230 11 33.6
 JA1888
 JA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0930554389(NAD 83)
 JA1888
 JA1888|---------------------------------------------------------------------|
 JA1888| PID    Reference Object                     Distance      Geod. Az  |
 JA1888|                                                           dddmmss.s |
 JA1888| CG9620 PAT RM 2                             14.478 METERS 00130     |
 JA1888| CG9619 PAT RM 1                             30.346 METERS 09348     |
 JA1888| JA1897 JASPER LIGHT AND WATER STACK        APPROX. 5.8 KM 2091246.1 |
 JA1888| JA1890 JASPER S BASE RESET                 APPROX. 5.2 KM 2301532.2 |
 JA1888| JA1894 CH 67                                47.290 METERS 24401     |
 JA1888| CG9618 PAT AZ MK                                          2673808.9 |
 JA1888|---------------------------------------------------------------------|
 JA1888
 JA1888                          SUPERSEDED SURVEY CONTROL
 JA1888
 JA1888  NAD 83(1993)-  38 26 15.85386(N)    086 53 36.16188(W) AD(       ) 3
 JA1888  NAD 83(1986)-  38 26 15.85584(N)    086 53 36.16235(W) AD(       ) 3
 JA1888  NAD 27      -  38 26 15.66700(N)    086 53 36.17100(W) AD(       ) 3
 JA1888
 JA1888.Superseded values are not recommended for survey control.
 JA1888
 JA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1888.See file dsdata.pdf to determine how the superseded data were derived.
 JA1888
 JA1888_MARKER: DS = TRIANGULATION STATION DISK
 JA1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1888_STAMPING: PAT 1946
 JA1888_MARK LOGO: CGS
 JA1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1888+STABILITY: SURFACE MOTION
 JA1888
 JA1888  HISTORY     - Date     Condition        Report By
 JA1888  HISTORY     - 1946     MONUMENTED       CGS
 JA1888  HISTORY     - 1954     GOOD             CGS
 JA1888  HISTORY     - 1968     GOOD             CGS
 JA1888
 JA1888                          STATION DESCRIPTION
 JA1888
 JA1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1888'THIS STATION IS IN THE NORTHEAST ANGLE OF A CROSSROADS AT THE TOP OF A
 JA1888'WOODED HILL, LYING ON THE DIVIDE ABOUT 1 MILE WEST FROM THE PATOKA
 JA1888'RIVER AND ABOUT 4 MILES NORTHEAST FROM JASPER.  IT IS IN A TIMBERED
 JA1888'WASTE AREA AT THE TOP OF A 4-FOOT BANK, NEAR A SNAG TREE HAVING A SIGN
 JA1888'WHICH READS CLASSIFIED FOREST.  IT IS 68.6 FEET EAST-NORTHEAST OF THE
 JA1888'INTERSECTION OF THE CENTERLINE OF THE CROSSROADS AND 5.6 FEET
 JA1888'EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 JA1888'AND THE DISK IS STAMPED PAT 1946.
 JA1888'
 JA1888'REFERENCE MARK NO 1 IS 99.65 FEET EAST OF THE STATION, 26 FEET NORTH
 JA1888'OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 JA1888'DISK IS STAMPED PAT NO 1 1946.
 JA1888'
 JA1888'C H 67 BM (USGS) 1941 IS USED AS REFERENCE MARK NO 2 AND IS 155.28
 JA1888'FEET WEST-SOUTHWEST FROM THE STATION, 86.6 FEET WEST-SOUTHWEST OF THE
 JA1888'INTERSECTION OF THE CENTERLINES OF THE CROSSROADS, AND 26.6 FEET SOUTH
 JA1888'OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS 5 INCHES AND THE
 JA1888'DISK IS STAMPED C H 67 BM 1941.
 JA1888'
 JA1888'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 1 FOOT NORTH OF A
 JA1888'WIRE FENCE LINE, 4 FEET EAST OF A WHITE WITNESS POST, AND 5.6 FEET
 JA1888'WEST OF A TELEPHONE POLE, 37.8 FEET SOUTH OF A T-ROAD INTERSECTION.
 JA1888'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PAT 1946.
 JA1888'
 JA1888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 56 IN
 JA1888'JASPER, GO NORTH ON HIGHWAY 56 FOR 3.2 MILES TO A CROSSROADS.  TURN
 JA1888'RIGHT HERE AND GO EAST 02.5 MILES TO THE TOP OF THE GRADE AND THE
 JA1888'STATION IS AT THE TOP OF THE BANK IN THE NORTHEAST ANGLE OF THE
 JA1888'CROSSROADS.
 JA1888'
 JA1888'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.3 MILE TO A SIDE
 JA1888'ROAD RIGHT, AND THE AZIMUTH IS ON THE LEFT.
 JA1888'
 JA1888'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1888
 JA1888                          STATION RECOVERY (1954)
 JA1888
 JA1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JA1888'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 JA1888'GOOD CONDITION.  THE FOLLOWING DESCREPANCIES WERE FOUND IN THE
 JA1888'DISTANCE TO THE REFERENCE MARKS.  THE DISTANCE TO REFERENCE MARK NO 1
 JA1888'WAS FOUND TO BE 30.345 METERS (99.554 FEET) AND THE DISTANCE TO 67 CH
 JA1888'(USGS) BM WAS FOUND TO BE 47.290 METERS (155.150 FEET)
 JA1888'
 JA1888'FOLLOWING IN A NEW TO REACH- TO REACH THE STATION FROM THE JUNCTION OF
 JA1888'STATE HIGHWAYS 56 AND 146 IN JASPER (1 BLOCK WEST OF THE COUNTY
 JA1888'COURTHOUSE) GO NORTH ON STATE HIGHWAY 56 FOR 3.25 MILES TO A GRAVEL
 JA1888'CROSSROAD, TURN RIGHT (EAST) AND GO 2.35 MILE TO A CROSSROAD AND THE
 JA1888'STATION IN THE NORTHEAST CORNER.
 JA1888'
 JA1888'NO OBSERVATIONS WERE MADE AT THIS TIME.
 JA1888
 JA1888                          STATION RECOVERY (1968)
 JA1888
 JA1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1888'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JA1888'GOOD CONDITION.  C H 67 BM (USGS) 1941 WAS FOUND UPROOTED AND THE DISK
 JA1888'WAS SALVAGED AT THIS TIME.  A REFERENCE MARK 2 WAS SET.  THE AZIMUTH
 JA1888'MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO REFERENCE MARK 1 WAS
 JA1888'FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 JA1888'
 JA1888'ABOUT 4 MILES NORTHEAST OF JASPER AND 1 MILE WEST OF THE PATOKA RIVER.
 JA1888'IT IS 98 FEET NORTHEAST OF A GRAVELED CROSSROAD INTERSECTION, 76 FEET
 JA1888'NORTH EAST OF TELEPHONE POLE NO 72/ITC), 41 FEET WEST OF A TWIN
 JA1888'TRUNKED 20 INCH OAK TREE, 30 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 JA1888'ROAD, 18 FEET SOUTH OF A 10 INCH OAK TREE AND 1 FOOT NORTH OF A METAL
 JA1888'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1888'PAT 1946.
 JA1888'
 JA1888'TO REACH THE STATION FROM THE INDIANA STATE POLICE POST 8 AT THE NORTH
 JA1888'EDGE OF JASPER, GO NORTH ON U S HIGHWAY 231 FOR 2.0 MILES PAVED
 JA1888'CROSSROAD.  TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 2.0 MILES TO
 JA1888'A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR
 JA1888'0.35 MILE TO THE END OF PAVEMENT AND A GRAVELED CROSSROAD AND THE
 JA1888'STATION IN THE NORTHEAST ANGLE OF THE 1 INTERSECTION.
 JA1888'
 JA1888'REFERENCE MARK 1 IS 15 FEET WEST OF A 20 INCH OAK TREE AND 22 FEET
 JA1888'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 6
 JA1888'INCHES AND THE DISK IS STAMPED PAT NO 1 1946.
 JA1888'
 JA1888'REFERENCE MARK 2 IS 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 9 FEET
 JA1888'NORTHWEST OF A 16 INCH OAK TREE AND 8 FEET SOUTH OF A 14 INCH OAK
 JA1888'TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED PAT 1946
 JA1888'NO 2 1968.
 JA1888'
 JA1888'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL
 JA1888'WITNESS POST, 38 FEET SOUTH OF THE ROAD INTERSECTION AND 6 FEET EAST
 JA1888'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JA1888'PAT 1946.
 JA1888'
 JA1888'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2012 ***********************************************************************
 JA2012  DESIGNATION -  PATOKA
 JA2012  PID         -  JA2012
 JA2012  STATE/COUNTY-  IN/GIBSON
 JA2012  COUNTRY     -  US
 JA2012  USGS QUAD   -  PATOKA (2019)
 JA2012
 JA2012                         *CURRENT SURVEY CONTROL
 JA2012  ______________________________________________________________________
 JA2012* NAD 83(1997) POSITION- 38 23 49.71845(N) 087 34 46.18428(W)   ADJUSTED
 JA2012* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA2012  ______________________________________________________________________
 JA2012  GEOID HEIGHT    -        -31.505 (meters)                     GEOID18
 JA2012  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 JA2012  HORZ ORDER      -  SECOND
 JA2012
 JA2012.The horizontal coordinates were established by classical geodetic methods
 JA2012.and adjusted by the National Geodetic Survey in May 1999.
 JA2012
 JA2012.The orthometric height was scaled from a topographic map.
 JA2012
 JA2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2012.GEOID18 height accuracy estimate available here.
 JA2012
 JA2012.Click photographs - Photos may exist for this station.
 JA2012
 JA2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2012
 JA2012. The following values were computed from the NAD 83(1997) position.
 JA2012
 JA2012;                    North         East     Units Scale Factor Converg.
 JA2012;SPC IN W     -   349,692.198   856,658.230   MT  0.99998979   -0 18 29.4
 JA2012;SPC IN W     - 1,147,281.82  2,810,552.88   sFT  0.99998979   -0 18 29.4
 JA2012;UTM  16      - 4,250,039.412   449,397.237   MT  0.99963153   -0 21 35.8
 JA2012
 JA2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2012!SPC IN W     -   0.99997798  x   0.99998979  =   0.99996777
 JA2012!UTM  16      -   0.99997798  x   0.99963153  =   0.99960952
 JA2012
 JA2012:                Primary Azimuth Mark                     Grid Az
 JA2012:SPC IN W     -  PATOKA AZ MK                             282 50 53.3
 JA2012:UTM  16      -  PATOKA AZ MK                             282 53 59.7
 JA2012
 JA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4939750039(NAD 83)
 JA2012
 JA2012|---------------------------------------------------------------------|
 JA2012| PID    Reference Object                     Distance      Geod. Az  |
 JA2012|                                                           dddmmss.s |
 JA2012| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX. 6.2 KM 1665744.4 |
 JA2012| JA2014 PRINCETON COURTHOUSE SPIRE          APPROX. 4.7 KM 1674829.4 |
 JA2012| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX. 6.2 KM 1703443.6 |
 JA2012| CG9625 PATOKA RM 1                          23.940 METERS 17941     |
 JA2012| JA2013 PRINCETON RAD STA WRAY              APPROX. 4.6 KM 1920453.7 |
 JA2012| CG9624 PATOKA AZ MK                                       2823223.9 |
 JA2012| CG9626 PATOKA RM 2                          24.163 METERS 30306     |
 JA2012| JA2011 PATOKA MUNICIPAL TANK               APPROX. 1.5 KM 3362056.6 |
 JA2012|---------------------------------------------------------------------|
 JA2012
 JA2012                          SUPERSEDED SURVEY CONTROL
 JA2012
 JA2012  NAD 83(1993)-  38 23 49.72636(N)    087 34 46.18510(W) AD(       ) 2
 JA2012  NAD 83(1986)-  38 23 49.72763(N)    087 34 46.18519(W) AD(       ) 2
 JA2012  NAD 27      -  38 23 49.56175(N)    087 34 46.09989(W) AD(       ) 2
 JA2012
 JA2012.Superseded values are not recommended for survey control.
 JA2012
 JA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2012.See file dsdata.pdf to determine how the superseded data were derived.
 JA2012
 JA2012_MARKER: DS = TRIANGULATION STATION DISK
 JA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2012_STAMPING: PATOKA 1967
 JA2012_MARK LOGO: CGS
 JA2012_PROJECTION: RECESSED 8 CENTIMETERS
 JA2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2012+STABILITY: SURFACE MOTION
 JA2012
 JA2012  HISTORY     - Date     Condition        Report By
 JA2012  HISTORY     - 1967     MONUMENTED       CGS
 JA2012
 JA2012                          STATION DESCRIPTION
 JA2012
 JA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2012'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF PRINCETON, 0.5 MILE
 JA2012'SOUTH-SOUTHEAST OF PATOKA, ON A HIGH BARE HILL AND ON PROPERTY OWNED
 JA2012'BY MR HARVEY WITHERSPOON.
 JA2012'
 JA2012'TO REACH THE STATION FROM THE POST OFFICE IN PATOKA, GO SOUTH ON OLD U
 JA2012'S HIGHWAY 41 CROSSING BRIDGE FOR 0.4 MILE TO A SIDE ROAD LEFT (OLD
 JA2012'PATOKA ROAD), TURN LEFT, THENCE RIGHT AND GO SOUTHEAST ON OLD PATOKA
 JA2012'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE
 JA2012'SOUTHEAST ON OLD PATOKA ROAD FOR 0.4 MILE TO MR WITHERSPOONS ABANDONED
 JA2012'FARM HOUSE AND BUILDINGS ON LEFT, TURN LEFT PASSING THROUGH FARM YARD
 JA2012'AND GO NORTHEAST FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND FOLLOW
 JA2012'FIELD ROAD 0.1 MILE NORTH TO A GATE, CONTINUE NORTH FOR 0.05 MILE UP
 JA2012'STEEP HILL TO STATION ON TOP OF HILL AS DESCRIBED.
 JA2012'
 JA2012'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2012'
 JA2012'STATION MARK, STAMPED PATOKA 1967, IS SET 3 INCHES BELOW THE SURFACE
 JA2012'OF THE GROUND.  THE MARK IS ON HIGHEST POINT OF HILL.
 JA2012'
 JA2012'RM 1, STAMPED PATOKA NO 1 1967, IS SET 3 INCHES BELOW THE SURFACE OF
 JA2012'THE GROUND.  IT IS ON THE SOUTH SLOPE OF HILL.
 JA2012'
 JA2012'RM 2, STAMPED PATOKA NO 2 1967, IS SET 3 INCHES BELOW THE SURFACE OF
 JA2012'THE GROUND.  IT IS ON NORTHWEST SLOPE OF HILL.
 JA2012'
 JA2012'AZIMUTH MARK, STAMPED PATOKA 1967, PROJECTS 1 INCH ABOVE THE GROUND.
 JA2012'IT IS 160 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BROWN SHINGLED
 JA2012'HOUSE, 19 FEET NORTHEAST OF CENTER OF ROAD, 7.8 FEET SOUTHEAST OF
 JA2012'UTILITY POLE NUMBER 135 AND 1.8 FEET EAST OF THE METAL WITNESS POST
 JA2012'AND FENCE.
 JA2012'
 JA2012'NOTICE- TRUCK TRAFFIC ACROSS MR WITHERSPOONS FIELDS WILL NOT BE
 JA2012'ALLOWED DURING WET WEATHER OR DURING PERIODS OF FREEZING AND THAWING.
 JA2012'MR WITHERSPOON MUST BE CONTACTED BEFORE ENTRY INTO HIS FIELDS.  PHONE
 JA2012'PRINCETON, INDIANA, NUMBER 385-5408.
 JA2012'
 JA2012'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2011 ***********************************************************************
 JA2011  DESIGNATION -  PATOKA MUNICIPAL TANK
 JA2011  PID         -  JA2011
 JA2011  STATE/COUNTY-  IN/GIBSON
 JA2011  COUNTRY     -  US
 JA2011  USGS QUAD   -  PATOKA (2019)
 JA2011
 JA2011                         *CURRENT SURVEY CONTROL
 JA2011  ______________________________________________________________________
 JA2011* NAD 83(1997) POSITION- 38 24 35.65895(N) 087 35 11.75516(W)   ADJUSTED
 JA2011  ______________________________________________________________________
 JA2011  GEOID HEIGHT    -        -31.501 (meters)                     GEOID18
 JA2011  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 JA2011  HORZ ORDER      -  THIRD
 JA2011
 JA2011.The horizontal coordinates were established by classical geodetic methods
 JA2011.and adjusted by the National Geodetic Survey in May 1999.
 JA2011
 JA2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2011.GEOID18 height accuracy estimate available here.
 JA2011
 JA2011.Click photographs - Photos may exist for this station.
 JA2011
 JA2011.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2011
 JA2011. The following values were computed from the NAD 83(1997) position.
 JA2011
 JA2011;                    North         East     Units Scale Factor Converg.
 JA2011;SPC IN W     -   351,112.076   856,045.478   MT  0.99999045   -0 18 45.6
 JA2011;SPC IN W     - 1,151,940.20  2,808,542.54   sFT  0.99999045   -0 18 45.6
 JA2011;UTM  16      - 4,251,459.335   448,785.987   MT  0.99963230   -0 21 52.0
 JA2011
 JA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4878551459(NAD 83)
 JA2011
 JA2011                          SUPERSEDED SURVEY CONTROL
 JA2011
 JA2011  NAD 83(1993)-  38 24 35.66684(N)    087 35 11.75601(W) AD(       ) 3
 JA2011  NAD 83(1986)-  38 24 35.66816(N)    087 35 11.75592(W) AD(       ) 3
 JA2011  NAD 27      -  38 24 35.50514(N)    087 35 11.67064(W) AD(       ) 3
 JA2011
 JA2011.Superseded values are not recommended for survey control.
 JA2011
 JA2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2011.See file dsdata.pdf to determine how the superseded data were derived.
 JA2011
 JA2011_MARKER: 53 = ELEVATED TANK
 JA2011
 JA2011  HISTORY     - Date     Condition        Report By
 JA2011  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2011
 JA2011                          STATION DESCRIPTION
 JA2011
 JA2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2011'THE STATION IS THE TOP OF THE CENTER OF THE WATER TANK, LOCATED ON A
 JA2011'HILL AT THE
 JA2011'NORTHWEST EDGE OF PATOKA, ABOUT 250 FEET NORTHWEST OF THE
 JA2011'INTERSECTION OF MAIN STREET
 JA2011'AND MAIN CROSS STREET.  THE TANK IS
 JA2011'SUPPORTED BY 4 STEEL LEGS AND THE ENTIRE
 JA2011'STRUCTURE IS PAINTED SILVER,
 JA2011'WITH THE LEGEND PATOKA PAINTED ON THE NORTH AND SOUTH
 JA2011'SIDES.  THE
 JA2011'OVERALL HEIGHT IS 115 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1994 ***********************************************************************
 KA1994  DESIGNATION -  PATRICK
 KA1994  PID         -  KA1994
 KA1994  STATE/COUNTY-  IN/OWEN
 KA1994  COUNTRY     -  US
 KA1994  USGS QUAD   -  PATRICKSBURG (2019)
 KA1994
 KA1994                         *CURRENT SURVEY CONTROL
 KA1994  ______________________________________________________________________
 KA1994* NAD 83(1997) POSITION- 39 15 15.79897(N) 086 55 53.65304(W)   ADJUSTED
 KA1994* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 KA1994  ______________________________________________________________________
 KA1994  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KA1994  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 KA1994  HORZ ORDER      -  THIRD
 KA1994
 KA1994.The horizontal coordinates were established by classical geodetic methods
 KA1994.and adjusted by the National Geodetic Survey in May 1999.
 KA1994
 KA1994.The orthometric height was scaled from a topographic map.
 KA1994
 KA1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1994.GEOID18 height accuracy estimate available here.
 KA1994
 KA1994.Click photographs - Photos may exist for this station.
 KA1994
 KA1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1994
 KA1994. The following values were computed from the NAD 83(1997) position.
 KA1994
 KA1994;                    North         East     Units Scale Factor Converg.
 KA1994;SPC IN W     -   444,748.019   913,099.048   MT  0.99996878   +0 05 45.7
 KA1994;SPC IN W     - 1,459,144.13  2,995,725.79   sFT  0.99996878   +0 05 45.7
 KA1994;UTM  16      - 4,345,009.208   505,904.173   MT  0.99960043   +0 02 35.9
 KA1994
 KA1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1994!SPC IN W     -   0.99997081  x   0.99996878  =   0.99993959
 KA1994!UTM  16      -   0.99997081  x   0.99960043  =   0.99957125
 KA1994
 KA1994:                Primary Azimuth Mark                     Grid Az
 KA1994:SPC IN W     -  PATRICK AZ MK                            092 17 17.4
 KA1994:UTM  16      -  PATRICK AZ MK                            092 20 27.2
 KA1994
 KA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0590445009(NAD 83)
 KA1994
 KA1994|---------------------------------------------------------------------|
 KA1994| PID    Reference Object                     Distance      Geod. Az  |
 KA1994|                                                           dddmmss.s |
 KA1994| CC9111 PATRICK RM 1                         27.843 METERS 01823     |
 KA1994| CC9110 PATRICK AZ MK                                      0922303.1 |
 KA1994| CC9112 PATRICK RM 2                         35.022 METERS 10452     |
 KA1994|---------------------------------------------------------------------|
 KA1994
 KA1994                          SUPERSEDED SURVEY CONTROL
 KA1994
 KA1994  NAD 83(1986)-  39 15 15.80401(N)    086 55 53.64899(W) AD(       ) 3
 KA1994  NAD 27      -  39 15 15.64530(N)    086 55 53.59620(W) AD(       ) 3
 KA1994
 KA1994.Superseded values are not recommended for survey control.
 KA1994
 KA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1994.See file dsdata.pdf to determine how the superseded data were derived.
 KA1994
 KA1994_MARKER: DS = TRIANGULATION STATION DISK
 KA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1994_STAMPING: PATRICK 1947
 KA1994_MARK LOGO: CGS
 KA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1994+STABILITY: SURFACE MOTION
 KA1994
 KA1994  HISTORY     - Date     Condition        Report By
 KA1994  HISTORY     - 1947     MONUMENTED       CGS
 KA1994
 KA1994                          STATION DESCRIPTION
 KA1994
 KA1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1994'STATION IS ABOUT 3.8 MILES SOUTH-SOUTHEAST OF PATRICKSBURG ON ROAD
 KA1994'RIGHT-OF-WAY, 27 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF
 KA1994'GRAVELED ROAD AT A CURVE, 8 FEET EAST OF A WHITE WITNESS POST. THE
 KA1994'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED PATRICK 1947.
 KA1994'
 KA1994'REFERENCE MARK NO. 1 IS 91.35 FEET NORTH-NORTHEAST OF STATION AND 23
 KA1994'FEET EAST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1994'PROJECTS 5 INCHES, AND THE DISK IS STAMPED PATRICK NO 1 1947.
 KA1994'
 KA1994'REFERENCE MARK NO. 2 IS 114.90 FEET EAST-SOUTHEAST OF STATION AND 18
 KA1994'FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1994'PROJECTS 7 INCHES, AND THE DISK IS STAMPED PATRICK NO 2 1947.
 KA1994'
 KA1994'AZIMUTH MARK IS 0.2 MILE EAST OF STATION VIA GRAVELED ROAD, 20 FEET
 KA1994'SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 2 FEET
 KA1994'NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 KA1994'THE DISK IS STAMPED PATRICK 1947.
 KA1994'
 KA1994'TO REACH FROM THE POST OFFICE IN PATRICKSBURG, GO EAST FOR 0.2 MILE
 KA1994'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.6 MILES TO A CROSSROAD,
 KA1994'TURN LEFT AND GO 0.3 MILE TO A T-ROAD, TURN RIGHT AND GO 2.2 MILES TO
 KA1994'A T-ROAD, TURN LEFT AND GO 0.4 MILE TO A SIDE ROAD RIGHT, TURN
 KA1994'RIGHT AND GO 0.5 MILE TO POINT WHERE ROAD TURNS LEFT. STATION IS ON
 KA1994'RIGHT AT THIS TURN.
 KA1994'
 KA1994'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1521 ***********************************************************************
 HA1521  DESIGNATION -  PATRON
 HA1521  PID         -  HA1521
 HA1521  STATE/COUNTY-  IN/SPENCER
 HA1521  COUNTRY     -  US
 HA1521  USGS QUAD   -  OWENSBORO EAST (2019)
 HA1521
 HA1521                         *CURRENT SURVEY CONTROL
 HA1521  ______________________________________________________________________
 HA1521* NAD 83(1997) POSITION- 37 51 29.28289(N) 087 06 24.53301(W)   ADJUSTED
 HA1521* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 HA1521  ______________________________________________________________________
 HA1521  GEOID HEIGHT    -        -31.048 (meters)                     GEOID18
 HA1521  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 HA1521  HORZ ORDER      -  SECOND
 HA1521
 HA1521.The horizontal coordinates were established by classical geodetic methods
 HA1521.and adjusted by the National Geodetic Survey in May 1999.
 HA1521
 HA1521.The orthometric height was scaled from a topographic map.
 HA1521
 HA1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1521.GEOID18 height accuracy estimate available here.
 HA1521
 HA1521.Click photographs - Photos may exist for this station.
 HA1521
 HA1521.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1521
 HA1521. The following values were computed from the NAD 83(1997) position.
 HA1521
 HA1521;                    North         East     Units Scale Factor Converg.
 HA1521;SPC IN W     -   289,748.391   897,933.674   MT  0.99996672   -0 00 51.9
 HA1521;SPC IN W     -   950,616.18  2,945,970.73   sFT  0.99996672   -0 00 51.9
 HA1521;SPC KY1Z     - 1,170,093.886 1,380,613.964   MT  0.99990499   -0 49 58.9
 HA1521;SPC KY1Z     - 3,838,883.02  4,529,564.31   sFT  0.99990499   -0 49 58.9
 HA1521;SPC KY S     -   670,076.109   380,604.054   MT  0.99998714   -0 49 22.3
 HA1521;SPC KY S     - 2,198,408.03  1,248,698.47   sFT  0.99998714   -0 49 22.3
 HA1521;UTM  16      - 4,190,080.273   490,603.914   MT  0.99960109   -0 03 56.0
 HA1521
 HA1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1521!SPC IN W     -   0.99998261  x   0.99996672  =   0.99994933
 HA1521!SPC KY1Z     -   0.99998261  x   0.99990499  =   0.99988760
 HA1521!SPC KY S     -   0.99998261  x   0.99998714  =   0.99996975
 HA1521!UTM  16      -   0.99998261  x   0.99960109  =   0.99958370
 HA1521
 HA1521:                Primary Azimuth Mark                     Grid Az
 HA1521:SPC IN W     -  PATRON AZ MK                             335 10 00.4
 HA1521:SPC KY1Z     -  PATRON AZ MK                             335 59 07.4
 HA1521:SPC KY S     -  PATRON AZ MK                             335 58 30.8
 HA1521:UTM  16      -  PATRON AZ MK                             335 13 04.5
 HA1521
 HA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9060390080(NAD 83)
 HA1521
 HA1521|---------------------------------------------------------------------|
 HA1521| PID    Reference Object                     Distance      Geod. Az  |
 HA1521|                                                           dddmmss.s |
 HA1521| HA1516 ROCKPORT OWENSBORO GRAIN STK        APPROX. 6.1 KM 0521558.3 |
 HA1521| HA1513 ROCKPORT ELECTRICAL AND WATER CO ST APPROX. 6.2 KM 0525717.2 |
 HA1521| HA1514 ROCKPORT METHODIST CH SPIRE         APPROX. 5.7 KM 0620313.9 |
 HA1521| CG9628 PATRON RM 1                          34.503 METERS 09612     |
 HA1521| HA1518 OWENSBORO GLENMORE DISTILL STK      APPROX. 9.0 KM 1701414.8 |
 HA1521| HA1519 OWENSBORO ST JOSEPHS CATH CH        APPROX. 9.4 KM 1790225.9 |
 HA1521| HA1531 OWENSBORO RADIO STA WOMI MAST       APPROX.13.0 KM 1833928.5 |
 HA1521| HA1525 OWENSBORO MUNICIPAL TANK            APPROX.10.1 KM 1955038.9 |
 HA1521| CG9629 PATRON RM 2                          30.141 METERS 33145     |
 HA1521| CG9627 PATRON AZ MK                                       3350908.5 |
 HA1521| HA1522 PATRON 2                             51.106 METERS 33510     |
 HA1521|---------------------------------------------------------------------|
 HA1521
 HA1521                          SUPERSEDED SURVEY CONTROL
 HA1521
 HA1521  NAD 83(1993)-  37 51 29.28345(N)    087 06 24.53300(W) AD(       ) 2
 HA1521  NAD 83(1986)-  37 51 29.29104(N)    087 06 24.53619(W) AD(       ) 2
 HA1521  NAD 27      -  37 51 29.11900(N)    087 06 24.54900(W) AD(       ) 2
 HA1521
 HA1521.Superseded values are not recommended for survey control.
 HA1521
 HA1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1521.See file dsdata.pdf to determine how the superseded data were derived.
 HA1521
 HA1521_MARKER: DS = TRIANGULATION STATION DISK
 HA1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1521_STAMPING: PATRON 1946
 HA1521_MARK LOGO: CGS
 HA1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1521+STABILITY: SURFACE MOTION
 HA1521
 HA1521  HISTORY     - Date     Condition        Report By
 HA1521  HISTORY     - 1946     MONUMENTED       CGS
 HA1521  HISTORY     - 1948     SEE DESCRIPTION  USGS
 HA1521
 HA1521                          STATION DESCRIPTION
 HA1521
 HA1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1521'STATION IS LOCATED ON A SMALL HILL 0.15 MILE EAST OF THE MAIN
 HA1521'INTERSECTION IN PATRONVILLE, ABOUT 10 MILES NORTH OF THE OWENSBORO
 HA1521'BRIDGE.  IT IS 110 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD
 HA1521'AND 7 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 HA1521'INCHES AND THE DISK IS STAMPED---PATRON 1946---.
 HA1521'
 HA1521'REFERENCE MARK NO. 1 IS 113.20 FEET EAST OF THE STATION.  IT IS 110
 HA1521'FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK
 HA1521'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED---PATRON NO. 1
 HA1521'1946---.
 HA1521'
 HA1521'REFERENCE MARK NO. 2 IS 98.89 FEET NORTHWEST OF THE STATION.  IT IS 35
 HA1521'FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS
 HA1521'ABOUT 5 INCHES AND THE DISK IS STAMPED---PATRON NO. 2 1946---.
 HA1521'
 HA1521'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION ON THE WEST
 HA1521'SIDE OF STATE HIGHWAY 75 AND 0.4 MILE NORTH OF THE MAIN CROSSROADS
 HA1521'IN PATRONVILLE.  IT IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 3.7
 HA1521'FEET NORTH OF A WHITE WITNESS POST AND ABOUT 40 YARDS SOUTHEAST OF
 HA1521'AN OLD HOUSE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HA1521'---PATRON 1946---.
 HA1521'
 HA1521'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HA1521
 HA1521                          STATION RECOVERY (1948)
 HA1521
 HA1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 HA1521'STATION WAS MOVED BY THE U.S. GEOLOGICAL SURVEY.  REFERENCE MARKS 1
 HA1521'AND 2 WERE DESTROYED AND THE DISKS REMOVED.  THE MONUMENT AT THE
 HA1521'STATION WAS LEFT BUT THE DISK WAS REMOVED.  THE AZIMUTH MARK IS IN ITS
 HA1521'ORIGINAL POSITION.
 HA1521'
 HA1521'A NEW STATION PATRON 2 1948 WAS ESTABLISHED ON LINE TOWARDS THE
 HA1521'AZIMUTH MARK AND TWO NEW REFERENCE MARKS, NOS. 3 AND 4 WERE
 HA1521'ESTABLISHED.
 HA1521'
 HA1521'SEE DESCRIPTION OF PATRON 2 1948.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1522 ***********************************************************************
 HA1522  DESIGNATION -  PATRON 2
 HA1522  PID         -  HA1522
 HA1522  STATE/COUNTY-  IN/SPENCER
 HA1522  COUNTRY     -  US
 HA1522  USGS QUAD   -  OWENSBORO EAST (2019)
 HA1522
 HA1522                         *CURRENT SURVEY CONTROL
 HA1522  ______________________________________________________________________
 HA1522* NAD 83(1997) POSITION- 37 51 30.78715(N) 087 06 25.41121(W)   NO CHECK
 HA1522* NAVD 88 ORTHO HEIGHT -   139.    (meters)      456.    (feet) SCALED
 HA1522  ______________________________________________________________________
 HA1522  GEOID HEIGHT    -        -31.048 (meters)                     GEOID18
 HA1522  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 HA1522  HORZ ORDER      -  THIRD
 HA1522
 HA1522.The horizontal coordinates were established by classical geodetic methods
 HA1522.and adjusted by the National Geodetic Survey in May 1999.
 HA1522
 HA1522.No horizontal observational check was made to the station.
 HA1522
 HA1522.The orthometric height was scaled from a topographic map.
 HA1522
 HA1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1522.GEOID18 height accuracy estimate available here.
 HA1522
 HA1522.Click photographs - Photos may exist for this station.
 HA1522
 HA1522.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1522
 HA1522. The following values were computed from the NAD 83(1997) position.
 HA1522
 HA1522;                    North         East     Units Scale Factor Converg.
 HA1522;SPC IN W     -   289,794.773   897,912.219   MT  0.99996672   -0 00 52.4
 HA1522;SPC IN W     -   950,768.35  2,945,900.34   sFT  0.99996672   -0 00 52.4
 HA1522;UTM  16      - 4,190,126.658   490,582.508   MT  0.99960109   -0 03 56.5
 HA1522
 HA1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1522!SPC IN W     -   0.99998308  x   0.99996672  =   0.99994980
 HA1522!UTM  16      -   0.99998308  x   0.99960109  =   0.99958417
 HA1522
 HA1522:                Primary Azimuth Mark                     Grid Az
 HA1522:SPC IN W     -  PATRON AZ MK                             335 09 58.1
 HA1522:UTM  16      -  PATRON AZ MK                             335 13 02.2
 HA1522
 HA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9058290126(NAD 83)
 HA1522
 HA1522|---------------------------------------------------------------------|
 HA1522| PID    Reference Object                     Distance      Geod. Az  |
 HA1522|                                                           dddmmss.s |
 HA1522| CG9630 PATRON 2 RM 3                                      01854     |
 HA1522| CG9631 PATRON 2 RM 4                                      09807     |
 HA1522| HA1521 PATRON                               51.106 METERS 15510     |
 HA1522| CG9627 PATRON AZ MK                                       3350905.7 |
 HA1522|---------------------------------------------------------------------|
 HA1522
 HA1522                          SUPERSEDED SURVEY CONTROL
 HA1522
 HA1522  NAD 83(1993)-  37 51 30.78770(N)    087 06 25.41121(W) AD(       ) 3
 HA1522  NAD 83(1986)-  37 51 30.79530(N)    087 06 25.41440(W) AD(       ) 3
 HA1522  NAD 27      -  37 51 30.62300(N)    087 06 25.42700(W) AD(       ) 3
 HA1522
 HA1522.Superseded values are not recommended for survey control.
 HA1522
 HA1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1522.See file dsdata.pdf to determine how the superseded data were derived.
 HA1522
 HA1522_MARKER: DS = TRIANGULATION STATION DISK
 HA1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1522_STAMPING: PATRON 2 1948
 HA1522_MARK LOGO: CGS
 HA1522_PROJECTION: RECESSED 30 CENTIMETERS
 HA1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1522+STABILITY: SURFACE MOTION
 HA1522
 HA1522  HISTORY     - Date     Condition        Report By
 HA1522  HISTORY     - 1948     MONUMENTED       USGS
 HA1522
 HA1522                          STATION DESCRIPTION
 HA1522
 HA1522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HA1522'STATION IS LOCATED ON A SMALL HILL 0.15 MILE EAST OF THE MAIN
 HA1522'INTERSECTION IN PATRONVILLE, ABOUT 10 MILES NORTH OF THE OWENSBORO
 HA1522'BRIDGE.  THE STATION IS 31 FEET NORTH OF THE CENTERLINE OF AN
 HA1522'EAST-WEST HIGHWAY, 19 FEET NORTHEAST OF A TELEPHONE LINE, 11
 HA1522'FEET NORTH OF A FENCE ON EAST SLOPE OF RIDGE, 7 FEET ABOVE THE LEVEL
 HA1522'OF THE ROAD BED AND ON LAND OWNED BY MR. HAMILTON.  THE MARK IS
 HA1522'SET 10 INCHES BELOW THE SURFACE AND THE SUBSURFACE MARK IS 4 FEET
 HA1522'BELOW THE SURFACE.
 HA1522'
 HA1522'REFERENCE MARK NO. 3 IS 111.78 FEET NORTHEAST OF THE STATION, 2 FEET
 HA1522'NORTH OF A FENCE LINE, AND ABOUT 125 FEET NORTH OF THE CENTERLINE OF
 HA1522'THE HIGHWAY.  IT PROJECTS ABOUT 5 INCHES.
 HA1522'
 HA1522'REFERENCE MARK NO. 4 IS 84.87 FEET SOUTHEAST OF THE STATION, 1 FOOT
 HA1522'NORTH OF A FENCE, 21 FEET NORTH OF A ROAD, 52 FEET WEST OF A FENCE
 HA1522'CORNER, AND PROJECTS ABOUT 5 INCHES.
 HA1522'
 HA1522'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION ON THE
 HA1522'WEST SIDE OF STATE HIGHWAY 75, AND ABOUT 0.4 MILE NORTH OF THE
 HA1522'MAIN INTERSECTION IN PATRONVILLE.  IT IS 37 FEET FROM THE CENTERLINE
 HA1522'OF THE HIGHWAY, 3.7 FEET NORTH OF A WHITE WITNESS POST, AND ABOUT
 HA1522'40 YARDS SOUTHEAST OF AN OLD HOUSE.  THE DISK IS STAMPED---PATRON
 HA1522'1946---AND PROJECTS ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1704 ***********************************************************************
 MD1704  DESIGNATION -  PATS
 MD1704  PID         -  MD1704
 MD1704  STATE/COUNTY-  IN/ELKHART
 MD1704  COUNTRY     -  US
 MD1704  USGS QUAD   -  MIDDLEBURY (2019)
 MD1704
 MD1704                         *CURRENT SURVEY CONTROL
 MD1704  ______________________________________________________________________
 MD1704* NAD 83(1997) POSITION- 41 43 33.27807(N) 085 41 02.85285(W)   ADJUSTED
 MD1704* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 MD1704  ______________________________________________________________________
 MD1704  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 MD1704  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 MD1704  HORZ ORDER      -  SECOND
 MD1704
 MD1704.The horizontal coordinates were established by classical geodetic methods
 MD1704.and adjusted by the National Geodetic Survey in May 1999.
 MD1704
 MD1704.The orthometric height was scaled from a topographic map.
 MD1704
 MD1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1704.GEOID18 height accuracy estimate available here.
 MD1704
 MD1704.Click photographs - Photos may exist for this station.
 MD1704
 MD1704.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1704
 MD1704. The following values were computed from the NAD 83(1997) position.
 MD1704
 MD1704;                    North         East     Units Scale Factor Converg.
 MD1704;SPC IN E     -   719,175.961    98,547.356   MT  0.99996669   -0 00 41.8
 MD1704;SPC IN E     - 2,359,496.47    323,317.45   sFT  0.99996669   -0 00 41.8
 MD1704;SPC MI S     -    25,952.478 3,890,372.824   MT  1.00010951   -0 53 47.7
 MD1704;SPC MI S     -    85,145.93 12,763,690.37   iFT  1.00010951   -0 53 47.7
 MD1704;UTM  16      - 4,620,181.667   609,445.094   MT  0.99974740   +0 52 33.2
 MD1704
 MD1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1704!SPC IN E     -   0.99996274  x   0.99996669  =   0.99992943
 MD1704!SPC MI S     -   0.99996274  x   1.00010951  =   1.00007224
 MD1704!UTM  16      -   0.99996274  x   0.99974740  =   0.99971015
 MD1704
 MD1704:                Primary Azimuth Mark                     Grid Az
 MD1704:SPC IN E     -  JEFFERSON RESET                          245 27 32.3
 MD1704:SPC MI S     -  JEFFERSON RESET                          246 20 38.2
 MD1704:UTM  16      -  JEFFERSON RESET                          244 34 17.3
 MD1704
 MD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0944520181(NAD 83)
 MD1704
 MD1704|---------------------------------------------------------------------|
 MD1704| PID    Reference Object                     Distance      Geod. Az  |
 MD1704|                                                           dddmmss.s |
 MD1704| CC9114 PATS RM 1                            21.934 METERS 02229     |
 MD1704| CC9113 PATS AZ MK                                         0984321.3 |
 MD1704| MD1701 ELKHT F7 INHC                         7.639 METERS 21650     |
 MD1704| MD1709 JEFFERSON RESET                     APPROX.11.4 KM 2452650.5 |
 MD1704| CC9115 PATS RM 2                            23.318 METERS 26027     |
 MD1704|---------------------------------------------------------------------|
 MD1704
 MD1704                          SUPERSEDED SURVEY CONTROL
 MD1704
 MD1704  NAD 83(1995)-  41 43 33.27829(N)    085 41 02.85535(W) AD(       ) 2
 MD1704  NAD 83(1994)-  41 43 33.27816(N)    085 41 02.85502(W) AD(       ) 2
 MD1704  NAD 83(1986)-  41 43 33.27883(N)    085 41 02.86196(W) AD(       ) 2
 MD1704  NAD 27      -  41 43 33.09540(N)    085 41 02.89990(W) AD(       ) 2
 MD1704
 MD1704.Superseded values are not recommended for survey control.
 MD1704
 MD1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1704.See file dsdata.pdf to determine how the superseded data were derived.
 MD1704
 MD1704_MARKER: DS = TRIANGULATION STATION DISK
 MD1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1704_STAMPING: PATS 1947
 MD1704_MARK LOGO: CGS
 MD1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1704+STABILITY: SURFACE MOTION
 MD1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1704+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1993
 MD1704
 MD1704  HISTORY     - Date     Condition        Report By
 MD1704  HISTORY     - 1947     MONUMENTED       CGS
 MD1704  HISTORY     - 1980     GOOD             IN-039
 MD1704  HISTORY     - 19930106 GOOD             NGS
 MD1704
 MD1704                          STATION DESCRIPTION
 MD1704
 MD1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1704'THE STATION IS LOCATED 6-1/2 MILES EAST OF BRISTOL, 3-1/2 MILES
 MD1704'NORTH-NORTHEAST OF
 MD1704'MIDDLEBURY.  IT IS 77 FEET NORTHWEST OF THE INTERSECTION OF STATE
 MD1704'HIGHWAYS 13 AND 120, 16 FEET NORTH OF
 MD1704'A STATE HIGHWAY COMMISSION HISTORICAL MARKER AND 13 FEET SOUTH OF A
 MD1704'WHITE WITNESS POST.  THE MARK
 MD1704'PROJECTS 2 INCHES AND THE DISK IS STAMPED PATS 1947.
 MD1704'
 MD1704'REFERENCE MARK NO. 1 IS 71.96 FEET NORTH OF THE STATION.  IT IS 34
 MD1704'FEET WEST OF THE CENTER OF
 MD1704'HIGHWAY 13 AND 16 FEET SOUTH OF WALNUT TREE.  THE MARK PROJECTS 3
 MD1704'INCHES AND THE DISK IS STAMPED PATS
 MD1704'NO 1 1947.
 MD1704'
 MD1704'REFERENCE MARK NO. 2 IS 76.50 FEET WEST OF THE STATION AND 54 FEET
 MD1704'NORTH OF THE CENTER OF HIGHWAY 120.
 MD1704'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PATS NO 2 1947.
 MD1704'
 MD1704'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION.  IT IS 51 FEET
 MD1704'SOUTH OF THE CENTER OF HIGHWAY
 MD1704'120, 5 FEET EAST OF A WHITE WITNESS POST, 3 FEET WEST OF A TELEPHONE
 MD1704'POLE AND 1 FOOT NORTH OF A FENCELINE.
 MD1704'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PATS 1947.
 MD1704'
 MD1704'ELKHT F 7 B.M. IS 25.06 FEET SOUTHWEST OF THE STATION AND 15 FEET
 MD1704'NORTH OF THE CENTER OF
 MD1704'HIGHWAY 120.  IT IS A BRONZE BENCH MARK DISK OF THE INDIANA STATE
 MD1704'HIGHWAY COMMISSION SET FLUSH IN
 MD1704'THE TOP OF 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 MD1704'6 INCHES.  THE DISK IS STAMPED ELKHT F 7.
 MD1704'
 MD1704'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEBURY, GO NORTH ON
 MD1704'STATE HIGHWAY 13 FOR
 MD1704'3.85 MILES TO THE STATION ON THE LEFT.
 MD1704'
 MD1704'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1704
 MD1704                          STATION RECOVERY (1980)
 MD1704
 MD1704'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1704'PATS 1947 RECOVERED GOOD.  NO WITNESS POST.
 MD1704'
 MD1704'PATS NO. 1 1947 RECOVERED GOOD.  WALNUT TREE REPLACED BY OSAGE
 MD1704'ORANGE TREE.
 MD1704'
 MD1704'PATS NO. 2 1947 NOT FOUND.
 MD1704'
 MD1704'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  PRESUMED DESTROYED BECAUSE
 MD1704'OF RECENT SITE CONSTRUCTION GRADING.
 MD1704'
 MD1704'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NORTH-NORTHEAST
 MD1704'OF MIDDLEBURY, INDIANA.
 MD1704
 MD1704                          STATION RECOVERY (1993)
 MD1704
 MD1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1704'8.4 KM (5.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 MD1704'U.S. HIGHWAY 12 IN WHITE PIGEON, MICHIGAN, 20.9 M (68.6 FT) NORTH OF
 MD1704'THE CENTERLINE OF STATE HIGHWAY 120, 17.0 M (55.8 FT) EAST OF THE
 MD1704'CENTER OF A DRIVEWAY, 15.7 M (51.5 FT) WEST OF THE CENTERLINE OF STATE
 MD1704'HIGHWAY 13, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.9 M
 MD1704'(16.1 FT) NORTHWEST OF UTILITY POLE NUMBER 1-054-730, 4.5 M (14.8 FT)
 MD1704'SOUTHEAST OF A TWIN TRUNKED TREE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 MD1704'THE HIGHWAYS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2183 ***********************************************************************
 LA2183  DESIGNATION -  PAW PAW
 LA2183  PID         -  LA2183
 LA2183  STATE/COUNTY-  IN/WABASH
 LA2183  COUNTRY     -  US
 LA2183  USGS QUAD   -  SERVIA (2019)
 LA2183
 LA2183                         *CURRENT SURVEY CONTROL
 LA2183  ______________________________________________________________________
 LA2183* NAD 83(1997) POSITION- 40 54 46.48104(N) 085 44 14.94199(W)   ADJUSTED
 LA2183* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2183  ______________________________________________________________________
 LA2183  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 LA2183  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 LA2183  HORZ ORDER      -  SECOND
 LA2183
 LA2183.The horizontal coordinates were established by classical geodetic methods
 LA2183.and adjusted by the National Geodetic Survey in May 1999.
 LA2183
 LA2183.The orthometric height was scaled from a topographic map.
 LA2183
 LA2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2183.GEOID18 height accuracy estimate available here.
 LA2183
 LA2183.Click photographs - Photos may exist for this station.
 LA2183
 LA2183.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2183
 LA2183. The following values were computed from the NAD 83(1997) position.
 LA2183
 LA2183;                    North         East     Units Scale Factor Converg.
 LA2183;SPC IN E     -   628,889.477    94,034.143   MT  0.99996710   -0 02 47.0
 LA2183;SPC IN E     - 2,063,281.56    308,510.35   sFT  0.99996710   -0 02 47.0
 LA2183;UTM  16      - 4,529,856.697   606,320.415   MT  0.99973913   +0 49 36.9
 LA2183
 LA2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2183!SPC IN E     -   0.99996364  x   0.99996710  =   0.99993074
 LA2183!UTM  16      -   0.99996364  x   0.99973913  =   0.99970278
 LA2183
 LA2183:                Primary Azimuth Mark                     Grid Az
 LA2183:SPC IN E     -  PAW PAW AZ MK                            082 23 26.9
 LA2183:UTM  16      -  PAW PAW AZ MK                            081 31 03.0
 LA2183
 LA2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0632029856(NAD 83)
 LA2183
 LA2183|---------------------------------------------------------------------|
 LA2183| PID    Reference Object                     Distance      Geod. Az  |
 LA2183|                                                           dddmmss.s |
 LA2183| CC9116 PAW PAW AZ MK                                      0822039.9 |
 LA2183| CC9117 PAW PAW RM 1                         19.114 METERS 17544     |
 LA2183| LA2221 URBANA ST PETERS EVAN CH SPIRE      APPROX. 5.0 KM 2495255.2 |
 LA2183| CC9118 PAW PAW RM 2                         24.409 METERS 26712     |
 LA2183|---------------------------------------------------------------------|
 LA2183
 LA2183                          SUPERSEDED SURVEY CONTROL
 LA2183
 LA2183  NAD 83(1995)-  40 54 46.48433(N)    085 44 14.95347(W) AD(       ) 2
 LA2183  NAD 83(1986)-  40 54 46.48447(N)    085 44 14.95402(W) AD(       ) 2
 LA2183  NAD 27      -  40 54 46.32540(N)    085 44 15.01220(W) AD(       ) 2
 LA2183
 LA2183.Superseded values are not recommended for survey control.
 LA2183
 LA2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2183.See file dsdata.pdf to determine how the superseded data were derived.
 LA2183
 LA2183_MARKER: DS = TRIANGULATION STATION DISK
 LA2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2183_STAMPING: PAW PAW 1948
 LA2183_MARK LOGO: CGS
 LA2183_PROJECTION: FLUSH
 LA2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2183+STABILITY: SURFACE MOTION
 LA2183
 LA2183  HISTORY     - Date     Condition        Report By
 LA2183  HISTORY     - 1948     MONUMENTED       CGS
 LA2183
 LA2183                          STATION DESCRIPTION
 LA2183
 LA2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2183'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF SERVIA AND 4 MILES
 LA2183'NORTHEAST OF URBANA ALONG THE SOUTH SIDE OF STATE HIGHWAY NO. 16.  IT
 LA2183'IS 195 FEET SOUTH OF THE CENTER OF HIGHWAY, 65 FEET NORTH OF THE
 LA2183'NORTHEAST CORNER OF BARN, 56 FEET EAST OF THE NORTHWEST CORNER OF
 LA2183'CHICKEN HOUSE AND 15 FEET WEST OF A FENCELINE AND WHITE WITNESS POST.
 LA2183'THE MARK IS FLUSH AND THE DISK IS STAMPED PAW PAW 1948.
 LA2183'
 LA2183'REFERENCE MARK NO. 1 IS 62.71 FEET SOUTH OF THE STATION.  IT IS 10
 LA2183'FEET WEST OF THE NORTHEAST CORNER OF BARN.  THE MARK PROJECTS 4 INCHES
 LA2183'AND THE DISK IS STAMPED PAW PAW NO 1 1948.
 LA2183'
 LA2183'REFERENCE MARK NO. 2 IS 80.08 FEET WEST OF THE STATION.  IT IS 1 FOOT
 LA2183'NORTHEAST OF THE NORTHWEST CORNER OF CHICKEN HOUSE.  THE MARK IS FLUSH
 LA2183'AND THE DISK IS STAMPED PAW PAW NO 2 1948.
 LA2183'
 LA2183'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 19 FEET NORTH OF
 LA2183'THE CENTER OF HIGHWAY, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 LA2183'SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2183'STAMPED PAW PAW 1948.
 LA2183'
 LA2183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 13 AND NO.
 LA2183'16 WHICH IS 2 MILES NORTH OF URBANA GO EAST ON STATE HIGHWAY NO. 16
 LA2183'FOR 2.95 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 LA2183'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2183'
 LA2183'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2015 ***********************************************************************
 LA2015  DESIGNATION -  PAXSON
 LA2015  PID         -  LA2015
 LA2015  STATE/COUNTY-  IN/JAY
 LA2015  COUNTRY     -  US
 LA2015  USGS QUAD   -  PETROLEUM (2019)
 LA2015
 LA2015                         *CURRENT SURVEY CONTROL
 LA2015  ______________________________________________________________________
 LA2015* NAD 83(1997) POSITION- 40 31 07.98817(N) 085 08 56.89634(W)   ADJUSTED
 LA2015* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 LA2015  ______________________________________________________________________
 LA2015  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 LA2015  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 LA2015  HORZ ORDER      -  THIRD
 LA2015
 LA2015.The horizontal coordinates were established by classical geodetic methods
 LA2015.and adjusted by the National Geodetic Survey in May 1999.
 LA2015
 LA2015.The orthometric height was scaled from a topographic map.
 LA2015
 LA2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2015.GEOID18 height accuracy estimate available here.
 LA2015
 LA2015.Click photographs - Photos may exist for this station.
 LA2015
 LA2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2015
 LA2015. The following values were computed from the NAD 83(1997) position.
 LA2015
 LA2015;                    North         East     Units Scale Factor Converg.
 LA2015;SPC IN E     -   585,261.264   143,856.086   MT  0.99999033   +0 20 10.5
 LA2015;SPC IN E     - 1,920,144.66    471,967.84   sFT  0.99999033   +0 20 10.5
 LA2015;UTM  16      - 4,486,996.681   656,791.004   MT  0.99990261   +1 12 09.9
 LA2015
 LA2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2015!SPC IN E     -   0.99996314  x   0.99999033  =   0.99995347
 LA2015!UTM  16      -   0.99996314  x   0.99990261  =   0.99986575
 LA2015
 LA2015:                Primary Azimuth Mark                     Grid Az
 LA2015:SPC IN E     -  PAXSON AZ MK                             000 43 52.2
 LA2015:UTM  16      -  PAXSON AZ MK                             359 51 52.8
 LA2015
 LA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5679186996(NAD 83)
 LA2015
 LA2015|---------------------------------------------------------------------|
 LA2015| PID    Reference Object                     Distance      Geod. Az  |
 LA2015|                                                           dddmmss.s |
 LA2015| CC9119 PAXSON AZ MK                                       0010402.7 |
 LA2015| CC9120 PAXSON RM 1                          24.546 METERS 01040     |
 LA2015| LA2064 PENNVILLE MUNICIPAL TANK            APPROX. 3.1 KM 1820536.3 |
 LA2015| CC9121 PAXSON RM 2                          24.248 METERS 22503     |
 LA2015|---------------------------------------------------------------------|
 LA2015
 LA2015                          SUPERSEDED SURVEY CONTROL
 LA2015
 LA2015  NAD 83(1995)-  40 31 07.98849(N)    085 08 56.89991(W) AD(       ) 3
 LA2015  NAD 83(1986)-  40 31 07.99022(N)    085 08 56.91027(W) AD(       ) 3
 LA2015  NAD 27      -  40 31 07.82760(N)    085 08 57.00820(W) AD(       ) 3
 LA2015
 LA2015.Superseded values are not recommended for survey control.
 LA2015
 LA2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2015.See file dsdata.pdf to determine how the superseded data were derived.
 LA2015
 LA2015_MARKER: DS = TRIANGULATION STATION DISK
 LA2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2015_STAMPING: PAXSON 1955
 LA2015_MARK LOGO: CGS
 LA2015_PROJECTION: FLUSH
 LA2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2015+STABILITY: SURFACE MOTION
 LA2015
 LA2015  HISTORY     - Date     Condition        Report By
 LA2015  HISTORY     - 1955     MONUMENTED       CGS
 LA2015  HISTORY     - 1964     GOOD             CGS
 LA2015
 LA2015                          STATION DESCRIPTION
 LA2015
 LA2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2015'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF MONTPELIER AND
 LA2015'2 MILES NORTH OF PENNVILLE.
 LA2015'
 LA2015'IT IS 54 FEET NORTH OF THE CENTER OF A DRIVEWAY, 48 FEET WEST OF THE
 LA2015'CENTER OF STATE HIGHWAY 1, 40 FEET EAST OF THE NORTHEAST CORNER OF A
 LA2015'BARN, 18.5 FEET WEST OF A WIRE FENCE AND A WHITE 4 IN BY 4 IN WITNESS
 LA2015'POST, AND ON LAND OWNED BY MR. L.M. PAXSON.
 LA2015'
 LA2015'TO REACH THE STATION FROM THE POST OFFICE IN PENNVILLE, GO NORTH ON
 LA2015'STATE HIGHWAY 1 FOR 1.9 MILES TO A FARM HOUSE ON THE LEFT, AND THE
 LA2015'STATION AS DESCRIBED.
 LA2015'
 LA2015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 LA2015'1 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED BELOW.
 LA2015'
 LA2015'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2015'IS STAMPED PAXSON 1955.
 LA2015'
 LA2015'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 8
 LA2015'FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES, AND THE
 LA2015'DISK IS STAMPED PAXSON NO 1 1955.
 LA2015'
 LA2015'REFERENCE MARK 2 IS 1.5 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE.
 LA2015'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS
 LA2015'STAMPED PAXSON NO 2 1955.
 LA2015'
 LA2015'THE AZIMUTH MARK IS 57 FEET SOUTH OF A TELEPHONE POLE, 24 FEET EAST OF
 LA2015'THE CENTER OF THE HIGHWAY, AND 3 FEET SOUTH OF A WHITE 4 IN BY 4 IN
 LA2015'WITNESS POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 LA2015'PAXSON 1955.
 LA2015'
 LA2015'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2015
 LA2015                          STATION RECOVERY (1964)
 LA2015
 LA2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2015'ABOUT 2.1 MILES N ALONG NO. 1 INDIANA HWY. FROM ITS JUNCTION WITH NO.
 LA2015'22 INDIANA HWY. ON S EDGE OF PENNVILLE AND AN ESTIMATED 100 YARDS NE
 LA2015'OF BRIDGE OVER SALAMONIE RIVER, ON CREST OF A RIDGE.
 LA2015'
 LA2015'IT IS 50 FEET W OF CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 0.5
 LA2015'FOOT LOWER THAN SAME, 40.3 FEET E OF NE CORNER OF BARN, 5.0 FEET N OF
 LA2015'PROJECTED PLANE OF N WALL OF SAME, STANDARD DISKS STAMPED PAXSON 1955,
 LA2015'SET IN MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 LA2015'
 LA2015'R.M. STAMPED PAXSON NO 1 1955, PROJECTS 0.6 FOOT, IS 24.546 METERS OR
 LA2015'80.53 FEET N 10 DEG 40 MIN E FROM THE STATION, 32 FEET W OF CENTER
 LA2015'LINE OF HWY., 0.2 FOOT HIGHER THAN SAME, 8 FEET N OF TELEPHONE POLE,
 LA2015'AND 1.5 FEET S OF STEEL WITNESS POST.
 LA2015'
 LA2015'R.M. STAMPED PAXSON NO 2 1955, FLUSH, IS 24.252 OR 79.57 FEET S 45 DEG
 LA2015'03 MIN W FROM THE STATION, 25.8 FEET SW OF THE SE CORNER OF CONCRETE
 LA2015'FOUNDATION OF BARN, 20 FEET S OF S SIDE OF BARN, AND 1.5 FEET E OF NE
 LA2015'CORNER OF A GARAGE.
 LA2015'
 LA2015'AZIMUTH MARK STAMPED PAXSON 1955, PROJECTS 0.6 FOOT, IS ABOUT 0.4 MILE
 LA2015'N 01 DEG 04 MIN E FROM THE STATION, 13 YARDS S OF CREST OF RIDGE, 29
 LA2015'FEET E OF CENTER LINE OF HWY., 3.4 FEET HIGHER THAN SAME, AND 1.9 FEET
 LA2015'N OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1806 ***********************************************************************
 KA1806  DESIGNATION -  PAXTON
 KA1806  PID         -  KA1806
 KA1806  STATE/COUNTY-  IN/SULLIVAN
 KA1806  COUNTRY     -  US
 KA1806  USGS QUAD   -  SULLIVAN (2019)
 KA1806
 KA1806                         *CURRENT SURVEY CONTROL
 KA1806  ______________________________________________________________________
 KA1806* NAD 83(1997) POSITION- 39 00 37.16118(N) 087 23 31.69141(W)   ADJUSTED
 KA1806* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 KA1806  ______________________________________________________________________
 KA1806  GEOID HEIGHT    -        -32.227 (meters)                     GEOID18
 KA1806  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 KA1806  HORZ ORDER      -  THIRD
 KA1806
 KA1806.The horizontal coordinates were established by classical geodetic methods
 KA1806.and adjusted by the National Geodetic Survey in May 1999.
 KA1806
 KA1806.The orthometric height was scaled from a topographic map.
 KA1806
 KA1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1806.GEOID18 height accuracy estimate available here.
 KA1806
 KA1806.Click photographs - Photos may exist for this station.
 KA1806
 KA1806.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1806
 KA1806. The following values were computed from the NAD 83(1997) position.
 KA1806
 KA1806;                    North         East     Units Scale Factor Converg.
 KA1806;SPC IN W     -   417,687.586   873,254.244   MT  0.99997547   -0 11 39.8
 KA1806;SPC IN W     - 1,370,363.36  2,865,001.63   sFT  0.99997547   -0 11 39.8
 KA1806;UTM  16      - 4,317,995.221   466,049.091   MT  0.99961419   -0 14 48.6
 KA1806
 KA1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1806!SPC IN W     -   0.99998139  x   0.99997547  =   0.99995686
 KA1806!UTM  16      -   0.99998139  x   0.99961419  =   0.99959558
 KA1806
 KA1806:                Primary Azimuth Mark                     Grid Az
 KA1806:SPC IN W     -  PAXTON AZ MK                             002 17 50.9
 KA1806:UTM  16      -  PAXTON AZ MK                             002 20 59.7
 KA1806
 KA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6604917995(NAD 83)
 KA1806
 KA1806|---------------------------------------------------------------------|
 KA1806| PID    Reference Object                     Distance      Geod. Az  |
 KA1806|                                                           dddmmss.s |
 KA1806| CM4344 PAXTON AZ MK                                       0020611.1 |
 KA1806| KA1804 DUGGER MUNICIPAL TANK               APPROX.13.5 KM 0600910.9 |
 KA1806| CM4345 PAXTON RM 1                          21.808 METERS 20008     |
 KA1806| CM4346 PAXTON RM 2                          42.748 METERS 31212     |
 KA1806|---------------------------------------------------------------------|
 KA1806
 KA1806                          SUPERSEDED SURVEY CONTROL
 KA1806
 KA1806  NAD 83(1986)-  39 00 37.16839(N)    087 23 31.68726(W) AD(       ) 3
 KA1806  NAD 27      -  39 00 37.01150(N)    087 23 31.62480(W) AD(       ) 3
 KA1806
 KA1806.Superseded values are not recommended for survey control.
 KA1806
 KA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1806.See file dsdata.pdf to determine how the superseded data were derived.
 KA1806
 KA1806_MARKER: DS = TRIANGULATION STATION DISK
 KA1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1806_STAMPING: PAXTON 1947
 KA1806_MARK LOGO: CGS
 KA1806_PROJECTION: FLUSH
 KA1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1806+STABILITY: SURFACE MOTION
 KA1806
 KA1806  HISTORY     - Date     Condition        Report By
 KA1806  HISTORY     - 1947     MONUMENTED       CGS
 KA1806
 KA1806                          STATION DESCRIPTION
 KA1806
 KA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1806'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 41, ABOUT
 KA1806'5-1/2 MILE SOUTH OF SULLIVAN, AND 4-1/2 MILES SOUTHEAST OF NEW
 KA1806'LEBANON.IT IS 93 FEET SOUTH OF AN IRON FENCE CORNER THAT SURROUNDS AN
 KA1806'OLD CHURCH, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 38.4
 KA1806'FEET SOUTHWEST OF TELEPHONE NO. 925 AND 23.5 FEET EAST OF A WITNESS
 KA1806'POST AND A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND AND
 KA1806'THE DISK IS STAMPED PAXTON 1947.
 KA1806'
 KA1806'REFERENCE MARK NO. 1 IS 71.55 FEET SOUTH-SOUTHWEST OF THE STATION, 78
 KA1806'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE
 KA1806'WIRE FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1806'PAXTON NO 1 1947.
 KA1806'
 KA1806'REFERENCE MARK NO. 2 IS 140.25 FEET NORTHWEST OF THE STATION, 47 FEET
 KA1806'S THE SOUTHWEST CORNER OF THE OLD CHURCH, AND 1 FOOT NORTH OF A
 KA1806'WIRE FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1806'PAXTON NO 2 1947.
 KA1806'
 KA1806'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION VIA U.S. HIGHWAY
 KA1806'41,29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF
 KA1806'A POWERLINE POLE, AND 2 FEET EAST OF A WITNESS POST. THE MARK
 KA1806'PROJECTS 6 INCHES, AND THE DISK IS STAMPED PAXTON 1947.
 KA1806'
 KA1806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 154 AND U.S.
 KA1806'HIGHWAY 41 IN SULLIVAN, GO SOUTH ON THE LATTER FOR 6.65 MILES TO
 KA1806'AN OLD CHURCH ON THE RIGHT AND THE STATION.
 KA1806'
 KA1806'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1796 ***********************************************************************
 MD1796  DESIGNATION -  PAYNE
 MD1796  PID         -  MD1796
 MD1796  STATE/COUNTY-  IN/ALLEN
 MD1796  COUNTRY     -  US
 MD1796  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1796
 MD1796                         *CURRENT SURVEY CONTROL
 MD1796  ______________________________________________________________________
 MD1796* NAD 83(1997) POSITION- 41 02 52.27250(N) 084 48 11.94079(W)   ADJUSTED
 MD1796* NAVD 88 ORTHO HEIGHT -   231.2   (meters)      759.    (feet) VERTCON3
 MD1796  ______________________________________________________________________
 MD1796  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 MD1796  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 MD1796  HORZ ORDER      -  FIRST
 MD1796
 MD1796.The horizontal coordinates were established by classical geodetic methods
 MD1796.and adjusted by the National Geodetic Survey in May 1999.
 MD1796
 MD1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1796
 MD1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1796.GEOID18 height accuracy estimate available here.
 MD1796
 MD1796.Click photographs - Photos may exist for this station.
 MD1796
 MD1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1796
 MD1796. The following values were computed from the NAD 83(1997) position.
 MD1796
 MD1796;                    North         East     Units Scale Factor Converg.
 MD1796;SPC IN E     -   644,231.485   172,583.497   MT  1.00003148   +0 34 01.1
 MD1796;SPC IN E     - 2,113,616.13    566,217.69   sFT  1.00003148   +0 34 01.1
 MD1796;SPC OH N     -   155,931.917   406,384.517   MT  0.99993920   -1 30 47.4
 MD1796;SPC OH N     -   511,586.63  1,333,279.87   sFT  0.99993920   -1 30 47.4
 MD1796;UTM  16      - 4,546,393.941   684,617.041   MT  1.00001950   +1 26 34.6
 MD1796
 MD1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1796!SPC IN E     -   0.99996897  x   1.00003148  =   1.00000045
 MD1796!SPC OH N     -   0.99996897  x   0.99993920  =   0.99990817
 MD1796!UTM  16      -   0.99996897  x   1.00001950  =   0.99998847
 MD1796
 MD1796:                Primary Azimuth Mark                     Grid Az
 MD1796:SPC IN E     -  PAYNE AZ MK                              177 31 03.2
 MD1796:SPC OH N     -  PAYNE AZ MK                              179 35 51.7
 MD1796:UTM  16      -  PAYNE AZ MK                              176 38 29.7
 MD1796
 MD1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8461746393(NAD 83)
 MD1796
 MD1796|---------------------------------------------------------------------|
 MD1796| PID    Reference Object                     Distance      Geod. Az  |
 MD1796|                                                           dddmmss.s |
 MD1796| CE6371 PAYNE RM 1                           41.773 METERS 01732     |
 MD1796| MD1788 ANTWERP MUNICIPAL TANK              APPROX.15.7 KM 0201124.2 |
 MD1796| MD1787 PAYNE MUNICIPAL TANK                APPROX. 7.6 KM 0603035.8 |
 MD1796| MD1784 PAULDING MUNICIPAL TANK             APPROX.21.1 KM 0605415.6 |
 MD1796| MD1783 PAULDING COLUMBIA BEET STACK        APPROX.20.3 KM 0622443.5 |
 MD1796| MD1781 PAULDING COLUMBIA BEET TANK         APPROX.20.2 KM 0623145.8 |
 MD1796| MD1786 PAYNE ST JOHNS CATH CH STEEPLE      APPROX. 7.1 KM 0624559.3 |
 MD1796| MD1797 763                                  16.805 METERS 06701     |
 MD1796| CE6372 PAYNE RM 2                           40.487 METERS 09934     |
 MD1796| CE6370 PAYNE AZ MK                                        1780504.3 |
 MD1796| MD1802 EDGERTON PANHANDLE PIPE MAST        APPROX. 1.3 KM 1952934.6 |
 MD1796| MD1798 PANHANDLE EASTERN PLINE MAST        APPROX. 1.2 KM 2021139.7 |
 MD1796| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX. 9.8 KM 2141638.5 |
 MD1796| MD1563 FORT WAYNE LINCOLN BLDG BCN         APPROX.28.4 KM 2770916.2 |
 MD1796| MD1801 PAYNE RM 3                          127.012 METERS 35208     |
 MD1796|---------------------------------------------------------------------|
 MD1796
 MD1796                          SUPERSEDED SURVEY CONTROL
 MD1796
 MD1796  NAD 83(1995)-  41 02 52.27271(N)    084 48 11.94103(W) AD(       ) 1
 MD1796  NAD 83(1986)-  41 02 52.27425(N)    084 48 11.95694(W) AD(       ) 1
 MD1796  NAD 27      -  41 02 52.09720(N)    084 48 12.09440(W) AD(       ) 1
 MD1796  NGVD 29 (07/19/86)  231.4    (m)          759.     (f) VERT ANG       
 MD1796
 MD1796.Superseded values are not recommended for survey control.
 MD1796
 MD1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1796.See file dsdata.pdf to determine how the superseded data were derived.
 MD1796
 MD1796_MARKER: DS = TRIANGULATION STATION DISK
 MD1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1796_STAMPING: PAYNE 1932
 MD1796_MARK LOGO: CGS
 MD1796_PROJECTION: RECESSED 36 CENTIMETERS
 MD1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1796+STABILITY: SURFACE MOTION
 MD1796
 MD1796  HISTORY     - Date     Condition        Report By
 MD1796  HISTORY     - 1932     MONUMENTED       CGS
 MD1796  HISTORY     - 1947     GOOD             CGS
 MD1796  HISTORY     - 1960     GOOD             CGS
 MD1796  HISTORY     - 1970     GOOD             NGS
 MD1796
 MD1796                          STATION DESCRIPTION
 MD1796
 MD1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1796'THIS STATION IS ABOUT 2 MILES SOUTH AND 4 MILES WEST OF PAYNE, OHIO,
 MD1796'ON THE LAND OWNED BY CHARLES BARNEL ON THE WEST SIDE OF THE STATE LINE
 MD1796'ROAD AND OPPOSITE THE JUNCTION OF AN EAST-WEST ROAD, LEADING EAST INTO
 MD1796'OHIO AND THE STATE LINE ROAD.  IT IS 0.15 MILE SOUTH OF AN EAST-WEST
 MD1796'ROAD LEADING EAST TO THE STATE LINE ROAD.  IT IS 0.15 MILE SOUTH OF AN
 MD1796'EAST-WEST ROAD LEADING FROM THE STATE LINE ROAD.  THE REFERENCE MARKS
 MD1796'ARE ALL IN OHIO ON THE PROPERTY OF CHARLES YOUNG WHO LIVES ABOUT 0.25
 MD1796'MILE NORTH OF THE STATION.  THE MARK IS 32 FEET WEST OF THE CENTER OF
 MD1796'THE T-INTERSECTION, 13 FEET WEST OF THE FENCE LINE PARALLELING THE
 MD1796'STATE LINE ROAD, 42 FEET WEST OF THE INDIANA-OHIO STATE LINE AND ABOUT
 MD1796'300 FEET SOUTH OF THE SOUTHEAST CORNER OF A GROVE OF HARDWOOD TREES
 MD1796'AND IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 MD1796'
 MD1796'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION ON THE EAST
 MD1796'SIDE OF THE STATE LINE ROAD ON THE FENCE LINE PARALLELING THE ROAD AND
 MD1796'15 FEET EAST OF THE CENTER LINE OF THE ROAD.  IT IS 8 INCHES ABOVE THE
 MD1796'GROUND.
 MD1796'
 MD1796'REFERENCE MARK NO. 1 IS EAST OF THE STATE LINE ROAD, 1 FOOT EAST OF
 MD1796'THE STATE LINE, 21.1 FEET NORTHWEST OF AN ELM TREE ABOUT 15 INCHES IN
 MD1796'DIAMETER, 13.5 FEET EAST OF THE CENTER LINE OF THE STATE LINE ROAD, 10
 MD1796'FEET WEST OF THE EAST-WEST FENCE LINE AND PROJECTS 3 INCHES ABOVE THE
 MD1796'GROUND.
 MD1796'
 MD1796'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE EAST-WEST ROAD, 100
 MD1796'FEET EAST OF THE INTERSECTION, 21 FEET SOUTH OF THE CENTER LINE OF THE
 MD1796'ROAD AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 MD1796'
 MD1796'A U.S.G.S. BENCH MARK-ELEVATION 763 FEET IS IN THE NORTHEAST CORNER OF
 MD1796'THE INTERSECTION, 18 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 MD1796'ROAD AND 20 FEET EAST OF THE CENTER LINE OF THE STATE LINE ROAD.  THE
 MD1796'MARK IS A STANDARD U.S.G.S. DISK CEMENTED IN THE TOP OF AN IRON PIPE
 MD1796'AND PROJECTS 14 INCHES ABOVE THE GROUND.
 MD1796'
 MD1796'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED
 MD1796'IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY.
 MD1796
 MD1796                          STATION RECOVERY (1947)
 MD1796
 MD1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1796'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MD1796'CONDITION.  ALL DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO
 MD1796'BE CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1796'
 MD1796'STATION IS LOCATED ABOUT 2 MILES SOUTH OF EDGERTON IND. AND ON THE
 MD1796'WEST SIDE OF STATE LINE ROAD.  IT IS 32 FEET SOUTH OF A POWER POLE, 22
 MD1796'FEET WEST OF THE INTERSECTION OF STATE LINE ROAD AND A GRAVEL ROAD
 MD1796'EAST, 3 FEET SOUTHWEST OF A WHITE WITNESS POST AND ONE FOOT WEST OF
 MD1796'THE WEST RIGHT-OF-WAY FENCELINE.  THE MARK IS 14 INCHES BELOW THE
 MD1796'SURFACE OF THE GROUND AND THE DISK IS STAMPED PAYNE 1932.  (NOTE 1A,
 MD1796'7A.)
 MD1796'
 MD1796'REFERENCE MARK NO. 1 IS 137.06 FEET NORTHEAST OF THE STATION ON THE
 MD1796'OHIO SIDE OF THE ROAD.  IT IS 18 FEET EAST OF THE CENTER OF THE ROAD.
 MD1796'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PAYNE NO 1
 MD1796'1932.  (NOTE 11A)
 MD1796'
 MD1796'REFERENCE MARK NO. 2 IS 132.80 FEET EAST OF THE STATION ON THE OHIO
 MD1796'SIDE OF THE ROAD.  IT IS 110 FEET EAST OF THE CENTER OF STATE LINE
 MD1796'ROAD AND 25 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.  THE MARK
 MD1796'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PAYNE NO 2 1932.
 MD1796'(NOTE 11A)
 MD1796'
 MD1796'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION ON THE OHIO SIDE OF THE
 MD1796'ROAD.  IT IS 20 FEET EAST OF THE CENTER OF THE ROAD, 2.5 FEET WEST OF
 MD1796'A FENCE CORNER AND 2.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 MD1796'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PAYNE 1932 (NOTE 11B)
 MD1796'
 MD1796'USGS BENCHMARK IS 55.15 FEET EAST OF THE STATION IN THE NORTHEAST
 MD1796'ANGLE OF THE TWO ROADS.  IT IS 30 FEET EAST OF THE CENTER OF STATE
 MD1796'LINE ROAD AND 18 FEET NORTH OF THE CENTER OF THE T-ROAD EAST.  THE
 MD1796'MARK IS A 4 INCH PIPE WITH A STANDARD USGS BM BRONZE CAP STAMPED OHIO
 MD1796'(ELV.) 763.
 MD1796'
 MD1796'SINCE THE STATION WAS ESTABLISHED IN 1932 A POWERLINE HAS BEEN BUILT
 MD1796'DIRECTLY OVER THE STATION AND THE TOWER WAS BUILT OVER REFERENCE MARK
 MD1796'NO. 2 AT THIS TIME.
 MD1796'
 MD1796'TO REACH THE STATION FROM THE RAILROAD STATION IN EDGERTON, INDIANA GO
 MD1796'EAST ON STATE HIGHWAY 14 FOR 0.2 MILE TO THE INDIANA-OHIO STATE LINE,
 MD1796'TURN RIGHT ON STATE LINE ROAD AND GO 2 MILES TO A T-ROAD EAST AND
 MD1796'STATION AS DESCRIBED.  CONTINUE SOUTH ON STATE LINE ROAD FOR 0.25 MILE
 MD1796'TO THE AZIMUTH MARK AS DESCRIBED.
 MD1796'
 MD1796'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 MD1796
 MD1796                          STATION RECOVERY (1960)
 MD1796
 MD1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1796'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN 1932
 MD1796'AND 1947.
 MD1796'
 MD1796'ABOUT 2.1 MILES S ALONG STATE LINE ROAD FROM RAILROAD CROSSING THAT IS
 MD1796'0.2 MILE E OF THE STATION AT EDGERTON, INDIANA, OR 4 MILES W AND 2
 MD1796'MILES S OF PAYNE, OHIO, ABOUT 93 YDS.  S OF FENCE ALONG S SIDE OF
 MD1796'GROVE OF HARDWOOD TREES, 22 FEET W OF CENTER LINE OF STATE LINE ROAD,
 MD1796'2.0 FEET LOWER THAN SAME, 1.2 FEET UNDERGROUND, ONE FOOT N OF
 MD1796'PROJECTED CENTER LINE OF GRAVEL ROAD FROM E, 0.5 FOOT E OF FENCE,
 MD1796'DISKS STAMPED PAYNE 1932 ARE SET IN 1A AND 7A MARKS.
 MD1796'
 MD1796'REFERENCE STAMPED PAYNE NO 1 1932, NOTE 11A, FLUSH, IS 137.03 FEET OR
 MD1796'41.767 METERS NNE IN AZIMUTH 197 DEG 33 MIN FROM STATION, 131 FEET N
 MD1796'OF CENTER LINE OF GRAVEL ROAD, 18 FEET E OF CENTER LINE OF 18-FOOT
 MD1796'ASPHALT ROAD, AND 1.7 FEET S OF STEEL WITNESS POST.
 MD1796'
 MD1796'REFERENCE STAMPED PAYNE NO 2 1932, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1796'132.85 FEET OR 40.493 METERS E IN AZIMUTH 279 DEG 33 MIN FROM STATION,
 MD1796'110 FEET E OF CENTER LINE OF STATE LINE ROAD, 22 FEET S OF CENTER LINE
 MD1796'OF GRAVEL ROAD.
 MD1796'
 MD1796'AZIMUTH STAMPED PAYNE 1932 AZIMUTH, NOTE 11B, PROJECTS 0.3 FOOT, IS
 MD1796'0.25 MILE S OF STATION, 74 FEET S OF CONCRETE STORM SEWER MANHOLE, 20
 MD1796'FEET E OF CENTER LINE OF ROAD, 0.8 FOOT LOWER THAN SAME, 0.5 FOOT S OF
 MD1796'THE LINE OF AN APPARENTLY PROPERTY LINE FENCE FROM THE E, AND 1.4 FEET
 MD1796'SW OF STEEL WITNESS POST.
 MD1796'
 MD1796'U.S.G.S. BENCH MARK STAMPED OHIO 763, A STANDARD BRONZE CAPPED PIPE,
 MD1796'IS 16.810 METERS OR 55.15 FEET WNW IN AZIMUTH 247 DEG 08 MIN 58 SEC
 MD1796'FROM STATION AND PROJECTS 0.4 FOOT ABOVE GROUND.
 MD1796
 MD1796                          STATION RECOVERY (1970)
 MD1796
 MD1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 MD1796'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND THE
 MD1796'U.S. GEOLOGICIAL SURVEY BENCH MARK WERE RECOVERED AND FOUND TO BE IN
 MD1796'GOOD CONDITION WITH THE EXCEPTION OF THE BENCH MARK WHICH APPEARS TO
 MD1796'HAVE BEEN HIT BY FARM EQUIPMENT.  THE DIRECTION TO THE REFERENCE MARKS
 MD1796'COMPARED FAVORABLY WITH THE 1932 DATA.  A DIFFERENCE OF 0.010 METERS
 MD1796'IN THE DISTANCE TO REFERENCE MARK 2 AND A DIFFERENCE OF 0.016 METERS
 MD1796'IN THE DISTANCE TO THE USGS BM WERE NOTED AND VERIFIED AT THIS TIME.
 MD1796'DUE TO A POWER LINE OVER THE STATION A TOWER COULD NOT BE ERRECTED AND
 MD1796'A REFERENCE MARK 3 WITH AN UNDERGROUND MARK WAS ESTABLISHED AT THIS
 MD1796'DATE.  A NEW DESCRIPTION FOLLOWS-
 MD1796'
 MD1796'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF PAYNE, OHIO, 2 MILES
 MD1796'SOUTH OF EDGERTON AND ON THE WEST ROAD RIGHT-OF-WAY OF THE
 MD1796'INDIANA-OHIO STATE LINE ROAD.
 MD1796'
 MD1796'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR PAYNE RM 3
 MD1796'1970.
 MD1796'
 MD1796'THE STATION MARK IS A STANDARD DISK STAMPED PAYNE 1932, SET IN THE TOP
 MD1796'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 MD1796'GROUND SURFACE.  IT IS 75 FEET SOUTH OF POWER POLE NUMBER 17, 48.5
 MD1796'FEET WEST-NORTHWEST OF A 6 FOOT CONCRETE POST MARKED PAULDING COUNTY
 MD1796'1, BENTON TOWNSHIP 6, 21 FEET WEST OF THE CENTER OF THE INDIANA-OHIO
 MD1796'STATE LINE ROAD AND 4 INCHES EAST OF THE WEST RIGHT-OF-WAY FENCE.
 MD1796'NOTE 1A 7A
 MD1796'
 MD1796'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAYNE NO 1 1932, SET IN
 MD1796'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 MD1796'ABOVE THE GROUND SURFACE.  IT IS 71 FEET NORTHEAST OF POWER POLE
 MD1796'NUMBER 17, 20 FEET EAST OF THE CENTER OF THE STATE LINE ROAD AND 0.7
 MD1796'FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.  NOTE 11A
 MD1796'
 MD1796'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PAYNE NO 2 1932, SET IN
 MD1796'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 MD1796'ABOVE THE GROUND SURFACE.  IT IS 85 FEET EAST OF A 6 FOOT CONCRETE
 MD1796'POST MARKED PAULDING COUNTY 1, BENTON TOWNSHIP 6, 22 FEET SOUTH OF THE
 MD1796'CENTER OF BENTON TOWNSHIP ROAD 6 AND 1.8 FEET WEST OF A METAL WITNESS
 MD1796'POST WITH SIGN.  NOTE 11A
 MD1796'
 MD1796'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED PAYNE NO 3 1932 1970, THE
 MD1796'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MD1796'INCHES IN DIAMETER AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MD1796'140 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 18, 130 FEET NORTH OF A
 MD1796'FENCE, 55 FEET WEST OF A METAL WITNESS POST SET IN THE RIGHT-OF-WAY
 MD1796'FENCE AND 33 FEET SOUTH-SOUTHEAST OF A 14-INCH HICKORY TREE.  THE
 MD1796'UNDERGROUND DISK IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.  NOTE
 MD1796'11B DESC
 MD1796'
 MD1796'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED PAYNE
 MD1796'AZIMUTH 1932, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 10
 MD1796'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 MD1796'IS 20 FEET EAST OF THE CENTER OF THE STATE LINE ROAD, 18 FEET WEST OF
 MD1796'A DOUBLE TRUNKED BOX ELDER TREE AND 1.3 FEET SOUTH-SOUTHWEST OF A
 MD1796'METAL WITNESS POST WITH SIGN.  NOTE 11B.
 MD1796'
 MD1796'A U.S. GEOLOGICAIAL SURVEY BENCH MARK BRONZE CAP STAMPED OHIO 763 IS
 MD1796'RIVETED TO THE TOP OF A 4-INCH PIPE AND IT PROJECTS 2 INCHES ABOVE THE
 MD1796'GROUND SURFACE.  IT IS 38.5 FEET NORTH-NORTHEAST OF THE 6 FOOT
 MD1796'CONCRETE POST MARKED PAULDING COUNTY 1, BENTON TOWNSHIP 6, 29 FEET
 MD1796'EAST OF THE CENTER OF THE STATE LINE ROAD AND 8.5 FEET NORTHEAST OF A
 MD1796'4 FOOT CONCRETE STOP SIGN POST.
 MD1796'
 MD1796'THE GEODIMETER DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MD1796'
 MD1796'OFFICE NOTE-THERE IS A 7 MIN 26 SEC DIFFERENCE IN AZIMUTH IN 1970
 MD1796'OBSERVATIONS.
 MD1796'
 MD1796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTH OF
 MD1796'EDGERTON
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2033 ***********************************************************************
 HZ2033  DESIGNATION -  PAYNE
 HZ2033  PID         -  HZ2033
 HZ2033  STATE/COUNTY-  IN/JEFFERSON
 HZ2033  COUNTRY     -  US
 HZ2033  USGS QUAD   -  BETHLEHEM (2019)
 HZ2033
 HZ2033                         *CURRENT SURVEY CONTROL
 HZ2033  ______________________________________________________________________
 HZ2033* NAD 83(1997) POSITION- 38 37 18.40946(N) 085 29 34.13174(W)   ADJUSTED
 HZ2033* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 HZ2033  ______________________________________________________________________
 HZ2033  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 HZ2033  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 HZ2033  HORZ ORDER      -  THIRD
 HZ2033
 HZ2033.The horizontal coordinates were established by classical geodetic methods
 HZ2033.and adjusted by the National Geodetic Survey in May 1999.
 HZ2033
 HZ2033.The orthometric height was scaled from a topographic map.
 HZ2033
 HZ2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2033.GEOID18 height accuracy estimate available here.
 HZ2033
 HZ2033.Click photographs - Photos may exist for this station.
 HZ2033
 HZ2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2033
 HZ2033. The following values were computed from the NAD 83(1997) position.
 HZ2033
 HZ2033;                    North         East     Units Scale Factor Converg.
 HZ2033;SPC IN E     -   374,525.162   115,139.548   MT  0.99996949   +0 06 30.7
 HZ2033;SPC IN E     - 1,228,754.64    377,753.67   sFT  0.99996949   +0 06 30.7
 HZ2033;SPC KY1Z     - 1,254,016.640 1,522,396.925   MT  0.99998949   +0 09 28.4
 HZ2033;SPC KY1Z     - 4,114,219.59  4,994,730.58   sFT  0.99998949   +0 09 28.4
 HZ2033;SPC KY N     -   125,245.503   391,775.646   MT  0.99996570   -0 46 23.2
 HZ2033;SPC KY N     -   410,909.62  1,285,350.60   sFT  0.99996570   -0 46 23.2
 HZ2033;UTM  16      - 4,275,883.791   631,205.180   MT  0.99981199   +0 56 27.2
 HZ2033
 HZ2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2033!SPC IN E     -   0.99996861  x   0.99996949  =   0.99993810
 HZ2033!SPC KY1Z     -   0.99996861  x   0.99998949  =   0.99995810
 HZ2033!SPC KY N     -   0.99996861  x   0.99996570  =   0.99993431
 HZ2033!UTM  16      -   0.99996861  x   0.99981199  =   0.99978061
 HZ2033
 HZ2033:                Primary Azimuth Mark                     Grid Az
 HZ2033:SPC IN E     -  BANDON RESET                             024 00 39.0
 HZ2033:SPC KY1Z     -  BANDON RESET                             023 57 41.3
 HZ2033:SPC KY N     -  BANDON RESET                             024 53 32.9
 HZ2033:UTM  16      -  BANDON RESET                             023 10 42.5
 HZ2033
 HZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3120575883(NAD 83)
 HZ2033
 HZ2033|---------------------------------------------------------------------|
 HZ2033| PID    Reference Object                     Distance      Geod. Az  |
 HZ2033|                                                           dddmmss.s |
 HZ2033| HZ2047 BANDON RESET                        APPROX. 5.4 KM 0240709.7 |
 HZ2033| CG9633 PAYNE RM 1                           22.950 METERS 06521     |
 HZ2033| CG9632 PAYNE AZ MK                                        0940127.0 |
 HZ2033| HZ2034 TT 17 T                              20.042 METERS 15950     |
 HZ2033|---------------------------------------------------------------------|
 HZ2033
 HZ2033                          SUPERSEDED SURVEY CONTROL
 HZ2033
 HZ2033  NAD 83(1995)-  38 37 18.40934(N)    085 29 34.13082(W) AD(       ) 3
 HZ2033  NAD 83(1993)-  38 37 18.40930(N)    085 29 34.13113(W) AD(       ) 3
 HZ2033  NAD 83(1986)-  38 37 18.41145(N)    085 29 34.13734(W) AD(       ) 3
 HZ2033  NAD 27      -  38 37 18.19300(N)    085 29 34.28300(W) AD(       ) 3
 HZ2033
 HZ2033.Superseded values are not recommended for survey control.
 HZ2033
 HZ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2033.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2033
 HZ2033_MARKER: DS = TRIANGULATION STATION DISK
 HZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2033_STAMPING: PAYNE 1947
 HZ2033_MARK LOGO: CGS
 HZ2033_PROJECTION: FLUSH
 HZ2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2033+STABILITY: SURFACE MOTION
 HZ2033
 HZ2033  HISTORY     - Date     Condition        Report By
 HZ2033  HISTORY     - 1947     MONUMENTED       CGS
 HZ2033  HISTORY     - 1974     GOOD             BRADY
 HZ2033  HISTORY     - 1974     GOOD             NGS
 HZ2033
 HZ2033                          STATION DESCRIPTION
 HZ2033
 HZ2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2033'THE STATION IS LOCATED ALONG THE NORTH EDGE OF THE MT. ZION METHODIST
 HZ2033'CHURCH YARD, IN THE SMALL COMMUNITY OF PAYNESVILLE, WHICH
 HZ2033'IS ABOUT 8 MILES SOUTH-SOUTHWEST OF HANOVER. IT IS 82 FEET EAST OF
 HZ2033'THE CENTERLINE OF A BLACK TOP ROAD, 24 FEET NORTHWEST OF THE
 HZ2033'NORTHWEST CORNER OF THE MT. ZION METHODIST CHURCH, AND 15 FEET NORTH
 HZ2033'OF A WITNESS POST. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ2033'DISK IS STAMPED PAYNE 1947.
 HZ2033'
 HZ2033'REFERENCE MARK NO. 1 IS 75.29 FEET EAST-NORTHEAST OF THE STATION, AND
 HZ2033'43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH. THE
 HZ2033'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED PAYNE NO 1 1947.
 HZ2033'
 HZ2033'TT 17T 1938 U.S.G.S., WHICH WAS USED AS A REFERENCE MARK, IS 65.75
 HZ2033'FEET SOUTHEAST OF THE STATION, 103 FEET EAST OF THE CENTERLINE
 HZ2033'OF A BLACK TOP ROAD, AND 5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HZ2033'CHURCH. THE MARK IS A STANDARD U.S.G.S. BRONZE DISK, AND THE
 HZ2033'DISK IS STAMPED TT 17T 1938 769.
 HZ2033'
 HZ2033'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 18 FEET EAST OF THE
 HZ2033'CENTERLINE OF A BLACK TOP ROAD, 3 FEET SOUTH OF A PERSIMMON TREE,
 HZ2033'AND 2 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 7 INCHES, AND
 HZ2033'THE DISK IS STAMPED PAYNE 1947.
 HZ2033'
 HZ2033'TO REACH THE STATION FROM THE POST OFFICE IN HANOVER, GO WEST ON
 HZ2033'MAIN STREET FOR 0.3 MILE TO A CROSSROAD, TURN LEFT HERE AND GO
 HZ2033'5.2 MILES TO A CROSSROAD IN THE SMALL COMMUNITY OF SALUDA, CONTINUE
 HZ2033'STRAIGHT AHEAD FOR 2.2 MILES TO THE STATION ON THE LEFT.
 HZ2033'
 HZ2033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A BLACKTOP
 HZ2033'ROAD FOR 0.05 MILE TO A CROSSROAD, TURN LEFT HERE AND GO 0.5 MILE
 HZ2033'TO WHERE THE BLACKTOP ROAD TURNS RIGHT, AND THE AZIMUTH MARK ON THE
 HZ2033'LEFT.
 HZ2033'
 HZ2033'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2033
 HZ2033                          STATION RECOVERY (1974)
 HZ2033
 HZ2033'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 HZ2033'PAYNE 1947 RECOVERED GOOD.
 HZ2033'
 HZ2033'PAYNE 1947 (AZIM) DISTURBED.  COMPLETE CONC. MONUMENT IS SITTING
 HZ2033'ON TOP OF GROUND IS UNSTABLE.  AZIM ARROW ON DISC IS POINTING
 HZ2033'NORTH.
 HZ2033'
 HZ2033'PAYNE 1947 NO. 1 NOT FOUND - PROBABLY IN HEDGE ROW.
 HZ2033'
 HZ2033'TT175 1938 769 RECOVERED GOOD.
 HZ2033'
 HZ2033'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAYNESVILLE.
 HZ2033
 HZ2033                          STATION RECOVERY (1974)
 HZ2033
 HZ2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2033'THE STATION MARK, REFERENCE MARK 1 AND TT 17T 1938 (USGS) WERE FOUND
 HZ2033'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND WITH
 HZ2033'THE ARROW POINTING IN THE WRONG DIRECTION, LOOSE IN THE GROUND AND
 HZ2033'THE DISK WAS SALVAGED.  THE ORIGINAL DESCRIPTION IS GOOD.
 HZ2033'
 HZ2033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAYNESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1801 ***********************************************************************
 MD1801  DESIGNATION -  PAYNE RM 3
 MD1801  PID         -  MD1801
 MD1801  STATE/COUNTY-  IN/ALLEN
 MD1801  COUNTRY     -  US
 MD1801  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1801
 MD1801                         *CURRENT SURVEY CONTROL
 MD1801  ______________________________________________________________________
 MD1801* NAD 83(1997) POSITION- 41 02 56.35104(N) 084 48 12.68443(W)   ADJUSTED
 MD1801* NAVD 88 ORTHO HEIGHT -   231.2   (meters)      759.    (feet) VERTCON3
 MD1801  ______________________________________________________________________
 MD1801  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 MD1801  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 MD1801  HORZ ORDER      -  FIRST
 MD1801
 MD1801.The horizontal coordinates were established by classical geodetic methods
 MD1801.and adjusted by the National Geodetic Survey in May 1999.
 MD1801
 MD1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1801
 MD1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1801.GEOID18 height accuracy estimate available here.
 MD1801
 MD1801.Click photographs - Photos may exist for this station.
 MD1801
 MD1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1801
 MD1801. The following values were computed from the NAD 83(1997) position.
 MD1801
 MD1801;                    North         East     Units Scale Factor Converg.
 MD1801;SPC IN E     -   644,357.128   172,564.885   MT  1.00003145   +0 34 00.7
 MD1801;SPC IN E     - 2,114,028.34    566,156.63   sFT  1.00003145   +0 34 00.7
 MD1801;SPC OH N     -   156,058.141   406,370.480   MT  0.99993919   -1 30 47.9
 MD1801;SPC OH N     -   512,000.75  1,333,233.82   sFT  0.99993919   -1 30 47.9
 MD1801;UTM  16      - 4,546,519.284   684,596.511   MT  1.00001941   +1 26 34.2
 MD1801
 MD1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1801!SPC IN E     -   0.99996897  x   1.00003145  =   1.00000042
 MD1801!SPC OH N     -   0.99996897  x   0.99993919  =   0.99990816
 MD1801!UTM  16      -   0.99996897  x   1.00001941  =   0.99998838
 MD1801
 MD1801:                Primary Azimuth Mark                     Grid Az
 MD1801:SPC IN E     -  PAYNE AZ MK                              176 06 16.6
 MD1801:SPC OH N     -  PAYNE AZ MK                              178 11 05.2
 MD1801:UTM  16      -  PAYNE AZ MK                              175 13 43.1
 MD1801
 MD1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8459646519(NAD 83)
 MD1801
 MD1801|---------------------------------------------------------------------|
 MD1801| PID    Reference Object                     Distance      Geod. Az  |
 MD1801|                                                           dddmmss.s |
 MD1801| MD1790 ANTWERP GENERAL TEL MICROWAVE       APPROX.15.6 KM 0172642.5 |
 MD1801| CE6371 PAYNE RM 1                           91.084 METERS 16048     |
 MD1801| MD1796 PAYNE                               127.012 METERS 17208     |
 MD1801| CE6370 PAYNE AZ MK                                        1764017.3 |
 MD1801| MD1802 EDGERTON PANHANDLE PIPE MAST        APPROX. 1.4 KM 1932612.6 |
 MD1801| MD1800 PAYNE RM A                           28.279 METERS 29428     |
 MD1801|---------------------------------------------------------------------|
 MD1801
 MD1801                          SUPERSEDED SURVEY CONTROL
 MD1801
 MD1801  NAD 83(1995)-  41 02 56.35108(N)    084 48 12.68464(W) AD(       ) 1
 MD1801  NAD 83(1986)-  41 02 56.35285(N)    084 48 12.70060(W) AD(       ) 1
 MD1801  NAD 27      -  41 02 56.17546(N)    084 48 12.83794(W) AD(       ) 1
 MD1801  NGVD 29 (07/19/86)  231.4    (m)          759.     (f) VERT ANG       
 MD1801
 MD1801.Superseded values are not recommended for survey control.
 MD1801
 MD1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1801.See file dsdata.pdf to determine how the superseded data were derived.
 MD1801
 MD1801_MARKER: DR = REFERENCE MARK DISK
 MD1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1801_STAMPING: PAYNE NO 3 1932 1970
 MD1801_MARK LOGO: CGS
 MD1801_PROJECTION: RECESSED 30 CENTIMETERS
 MD1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1801+STABILITY: SURFACE MOTION
 MD1801
 MD1801  HISTORY     - Date     Condition        Report By
 MD1801  HISTORY     - 1970     MONUMENTED       NGS
 MD1801
 MD1801                          STATION DESCRIPTION
 MD1801
 MD1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 MD1801'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF PAYNE, OHIO, 2 MILES
 MD1801'SOUTH OF EDGERTON, INDIANA, ON THE WEST SIDE OF THE INDIANA-OHIO STATE
 MD1801'LINE ROAD AND IN A HARDWOOD GROVE OWNED BY MRS. OSCAR AND RAY BAUMERT.
 MD1801'
 MD1801'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE INDIANA-OHIO
 MD1801'STATE LINE ROAD AT THE EAST EDGE OF EDGERTON GO SOUTH ON THE STATE
 MD1801'LINE ROAD FOR 2.0 MILES TO A GATE ON THE RIGHT, A GROVE OF HARDWOOD
 MD1801'TREES AND THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 MD1801'MARK CONTINUE AHEAD SOUTH ON THE STATE LINE ROAD FOR 0.3 MILE TO THE
 MD1801'MARK ON THE LEFT.
 MD1801'
 MD1801'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED PAYNE NO 3
 MD1801'1932 1970, THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 MD1801'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS 12 INCHES BELOW THE
 MD1801'GROUND SURFACE.  IT IS 140 FEET NORTH-NORTHWEST OF POWER POLE NUMBER
 MD1801'18, 130 FEET NORTH OF AN EAST-WEST FENCE, 55 FEET WEST OF A METAL
 MD1801'WITNESS POST WITH SIGN SET IN THE WEST RIGHT-OF-WAY FENCE AND 33 FEET
 MD1801'SOUTH-SOUTHEAST OF A 14-INCH HICKORY TREE.  THE UNDERGROUND DISK IS
 MD1801'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MD1801'SURFACE.
 MD1801'
 MD1801'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED PAYNE
 MD1801'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 12
 MD1801'INCHES BELOW THE GROUND SURFACE.  IT IS 75 FEET SOUTH OF POWER POLE
 MD1801'NUMBER 17, 48.5 FEET WEST-NORTHWEST OF A 6 FOOT CONCRETE POST MARKED
 MD1801'PAULDING COUNTY 1, BENTON TOWNSHIP 6, 21 FEET WEST OF THE CENTER OF
 MD1801'THE INDIANA-OHIO STATE LINE ROAD AND 4 INCHES EAST OF THE WEST
 MD1801'RIGHT-OF-WAY FENCE.
 MD1801'
 MD1801'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAYNE NO 1 1932, SET IN
 MD1801'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 MD1801'ABOVE THE GROUND SURFACE.  IT IS 71 FEET NORTHEAST OF POWER POLE
 MD1801'NUMBER 17, 20 FEET EAST OF THE CENTER OF THE STATE LINE ROAD AND 0.7
 MD1801'FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.
 MD1801'
 MD1801'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED PAYNE
 MD1801'AZIMUTH 1932, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 10
 MD1801'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 MD1801'IS 20 FEET EAST OF THE CENTER OF THE STATE LINE ROAD, 18 FEET WEST OF
 MD1801'A DOUBLE TRUNKED BOX ELDER TREE AND 1.3 FEET SOUTH-SOUTHWEST OF A
 MD1801'METAL WITNESS POST WITH SIGN.
 MD1801'
 MD1801'THE GEODIMETER AND TRAVERSE DISTANCES ABOVE HAVE BEEN REDUCED TO SEA
 MD1801'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1800 ***********************************************************************
 MD1800  DESIGNATION -  PAYNE RM A
 MD1800  PID         -  MD1800
 MD1800  STATE/COUNTY-  IN/ALLEN
 MD1800  COUNTRY     -  US
 MD1800  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1800
 MD1800                         *CURRENT SURVEY CONTROL
 MD1800  ______________________________________________________________________
 MD1800* NAD 83(1997) POSITION- 41 02 56.73081(N) 084 48 13.78687(W)   ADJUSTED
 MD1800* NAVD 88 ORTHO HEIGHT -   231.2   (meters)      759.    (feet) VERTCON3
 MD1800  ______________________________________________________________________
 MD1800  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 MD1800  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 MD1800  HORZ ORDER      -  FIRST
 MD1800
 MD1800.The horizontal coordinates were established by classical geodetic methods
 MD1800.and adjusted by the National Geodetic Survey in May 1999.
 MD1800
 MD1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1800
 MD1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1800.GEOID18 height accuracy estimate available here.
 MD1800
 MD1800.Click photographs - Photos may exist for this station.
 MD1800
 MD1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1800
 MD1800. The following values were computed from the NAD 83(1997) position.
 MD1800
 MD1800;                    North         East     Units Scale Factor Converg.
 MD1800;SPC IN E     -   644,368.588   172,539.024   MT  1.00003140   +0 33 60.0
 MD1800;SPC IN E     - 2,114,065.94    566,071.78   sFT  1.00003140   +0 33 60.0
 MD1800;SPC OH N     -   156,070.531   406,345.054   MT  0.99993919   -1 30 48.6
 MD1800;SPC OH N     -   512,041.40  1,333,150.40   sFT  0.99993919   -1 30 48.6
 MD1800;UTM  16      - 4,546,530.347   684,570.478   MT  1.00001929   +1 26 33.5
 MD1800
 MD1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1800!SPC IN E     -   0.99996897  x   1.00003140  =   1.00000037
 MD1800!SPC OH N     -   0.99996897  x   0.99993919  =   0.99990816
 MD1800!UTM  16      -   0.99996897  x   1.00001929  =   0.99998826
 MD1800
 MD1800:                Primary Azimuth Mark                     Grid Az
 MD1800:SPC IN E     -  ANTWERP                                  006 27 09.4
 MD1800:SPC OH N     -  ANTWERP                                  008 31 58.0
 MD1800:UTM  16      -  ANTWERP                                  005 34 35.9
 MD1800
 MD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8457046530(NAD 83)
 MD1800
 MD1800|---------------------------------------------------------------------|
 MD1800| PID    Reference Object                     Distance      Geod. Az  |
 MD1800|                                                           dddmmss.s |
 MD1800| MD0521 ANTWERP                             APPROX.19.4 KM 0070109.4 |
 MD1800| MD1790 ANTWERP GENERAL TEL MICROWAVE       APPROX.15.6 KM 0173253.0 |
 MD1800| MD1801 PAYNE RM 3                           28.279 METERS 11428     |
 MD1800| MD1802 EDGERTON PANHANDLE PIPE MAST        APPROX. 1.4 KM 1921828.3 |
 MD1800|---------------------------------------------------------------------|
 MD1800
 MD1800                          SUPERSEDED SURVEY CONTROL
 MD1800
 MD1800  NAD 83(1995)-  41 02 56.73085(N)    084 48 13.78708(W) AD(       ) 1
 MD1800  NAD 83(1986)-  41 02 56.73252(N)    084 48 13.80278(W) AD(       ) 1
 MD1800  NAD 27      -  41 02 56.55524(N)    084 48 13.94035(W) AD(       ) 1
 MD1800  NGVD 29 (07/19/86)  231.4    (m)          759.     (f) VERT ANG       
 MD1800
 MD1800.Superseded values are not recommended for survey control.
 MD1800
 MD1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1800.See file dsdata.pdf to determine how the superseded data were derived.
 MD1800
 MD1800_MARKER: DS = TRIANGULATION STATION DISK
 MD1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1800_STAMPING: PAYNE RM A 1970
 MD1800_MARK LOGO: CGS
 MD1800_PROJECTION: RECESSED 30 CENTIMETERS
 MD1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1800+STABILITY: SURFACE MOTION
 MD1800
 MD1800  HISTORY     - Date     Condition        Report By
 MD1800  HISTORY     - 1970     MONUMENTED       NGS
 MD1800
 MD1800                          STATION DESCRIPTION
 MD1800
 MD1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1800'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF PAYNE, OHIO, 2 MILES
 MD1800'SOUTH OF EDGERTON, INDIANA, ON THE WEST SIDE OF THE INDIANA-OHIO STATE
 MD1800'LINE ROAD AND IN A HARDWOOD GROVE OWNED BY MRS. OSCAR AND RAY BAUMERT.
 MD1800'
 MD1800'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE INDIANA-OHIO
 MD1800'STATE LINE ROAD AT THE EAST EDGE OF EDGERTON GO SOUTH ON THE STATE
 MD1800'LINE ROAD FOR 2.0 MILES TO A GATE ON THE RIGHT, A GROVE OF HARDWOOD
 MD1800'TREES AND THE STATION ON THE RIGHT AS DESCRIBED.
 MD1800'
 MD1800'TO REACH THE AZIMUTH MARK CONTINUE AHEAD SOUTH ON THE STATE LINE ROAD
 MD1800'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 MD1800'
 MD1800'THE STATION MARK IS A STANDARD DISK STAMPED PAYNE RM A 1970.  IT IS
 MD1800'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MD1800'DIAMETER AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 148 FEET
 MD1800'WEST OF A METAL WITNESS POST AND SIGN THAT IS SET IN THE WEST ROAD
 MD1800'RIGHT-OF-WAY FENCELINE AND 140 FEET NORTH OF AN EAST-WEST FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1151 ***********************************************************************
 JA1151  DESIGNATION -  PBM 10 USE
 JA1151  PID         -  JA1151
 JA1151  STATE/COUNTY-  IN/KNOX
 JA1151  COUNTRY     -  US
 JA1151  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1151
 JA1151                         *CURRENT SURVEY CONTROL
 JA1151  ______________________________________________________________________
 JA1151* NAD 83(1986) POSITION- 38 29 40.8    (N) 087 40 43.7    (W)   HD_HELD2
 JA1151* NAVD 88 ORTHO HEIGHT -   122.421 (meters)      401.64  (feet) ADJUSTED
 JA1151  ______________________________________________________________________
 JA1151  GEOID HEIGHT    -        -31.401 (meters)                     GEOID18
 JA1151  DYNAMIC HEIGHT  -        122.344 (meters)      401.39  (feet) COMP
 JA1151  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JA1151
 JA1151  VERT ORDER      -  FIRST     CLASS II
 JA1151
 JA1151.The horizontal coordinates were established by autonomous hand held GPS
 JA1151.observations and have an estimated accuracy of +/- 10 meters.
 JA1151
 JA1151.The orthometric height was determined by differential leveling and
 JA1151.adjusted by the NATIONAL GEODETIC SURVEY
 JA1151.in June 1991.
 JA1151
 JA1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1151.GEOID18 height accuracy estimate available here.
 JA1151
 JA1151.Click photographs - Photos may exist for this station.
 JA1151
 JA1151.The dynamic height is computed by dividing the NAVD 88
 JA1151.geopotential number by the normal gravity value computed on the
 JA1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1151.degrees latitude (g = 980.6199 gals.).
 JA1151
 JA1151.The modeled gravity was interpolated from observed gravity values.
 JA1151
 JA1151;                    North         East    Units  Estimated Accuracy
 JA1151;SPC IN W     -   360,569.      848,053.      MT  (+/- 10 meters HH2 GPS)
 JA1151
 JA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4080460919(NAD 83)
 JA1151
 JA1151                          SUPERSEDED SURVEY CONTROL
 JA1151
 JA1151  NGVD 29 (??/??/92)  122.556  (m)          402.09   (f) ADJ UNCH    1 2
 JA1151
 JA1151.Superseded values are not recommended for survey control.
 JA1151
 JA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1151.See file dsdata.pdf to determine how the superseded data were derived.
 JA1151
 JA1151_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1151_MARK LOGO: USACE
 JA1151_PROJECTION: FLUSH
 JA1151_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1151+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 JA1151
 JA1151  HISTORY     - Date     Condition        Report By
 JA1151  HISTORY     - UNK      MONUMENTED       USACE
 JA1151  HISTORY     - 1954     GOOD             CGS
 JA1151  HISTORY     - 20130627 GOOD             INDOT
 JA1151
 JA1151                          STATION DESCRIPTION
 JA1151
 JA1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1151'9.4 MI NE FROM MT CARMEL.
 JA1151'ABOUT 9.4 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1151'LEFT BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT.
 JA1151'CARMEL, ILLINOIS, ABOUT 0.2 MILE NORTHEAST OF A ROAD SOUTH, AT
 JA1151'PLACE KNOWN AS LITTLE ROCK, AT A CURVE IN THE ROAD WITH TANGENTS
 JA1151'EXTENDING EAST AND SOUTHWEST, 16 FEET NORTH OF CENTER LINE OF
 JA1151'ROAD, 72 1/2 FEET SOUTH OF A WELL WITH PUMP, 76 1/2 FEET
 JA1151'EAST-NORTHEAST OF POWER POLE NO. 61E 70, 21 FEET SOUTHEAST OF A
 JA1151'LONE 20-INCH FORKED MAPLE TREE, 43 1/2 FEET SOUTHEAST OF SOUTHEAST
 JA1151'CORNER OF PORCH OF A SMALL COTTAGE, 1 FOOT NORTHEAST OF A WHITE
 JA1151'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND
 JA1151'PROJECTING 1 INCH.
 JA1151
 JA1151                          STATION RECOVERY (2013)
 JA1151
 JA1151'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1151'UPDATED   TO REACH NARRATIVE AND STATION LOCATION (MONUMENT
 JA1151'DESCRIPTION AND MEASUREMENTS ARE ADEQUATE).
 JA1151'
 JA1151'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTH-NORTHEAST OF EAST MOUNT
 JA1151'CARMEL, ILLINOIS, 7.2 MI (11.6 KM) WEST OF HAZELTON, INDIANA, 3.0 MI
 JA1151'(4.8 KM) SOUTHEAST OF ALLENDALE, ILLINOIS.
 JA1151'
 JA1151'TO REACH THE STATION FROM THE INTERSECTION OF UNITED STATES ROUTE 41
 JA1151'AND STATE ROUTE 241, TRAVEL SOUTH 2.2 MI (3.5 KM) ON UNITED STATES
 JA1151'ROUTE 41 TO COUNTY ROAD 1750 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 2.0
 JA1151'MI (3.2 KM) ON COUNTY ROAD 1750 SOUTH TO COUNTY ROAD 700 WEST.  TURN
 JA1151'RIGHT (NORTH) AND TRAVEL 1.0 MI (1.6 KM) ON COUNTY ROAD 700 WEST TO
 JA1151'COUNTY ROAD 1600 SOUTH.  TURN LEFT (WEST) AND TRAVEL 4.3 MI (6.9 KM)
 JA1151'ALONG COUNTY ROAD 1600 SOUTH TO A PRIVATE GRAVEL DRIVE.  MONUMENT
 JA1151'LOCATION ON THE RIGHT (NORTH).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1023 ***********************************************************************
 DQ1023  DESIGNATION -  PBM 10 USE RESET
 DQ1023  PID         -  DQ1023
 DQ1023  STATE/COUNTY-  IN/KNOX
 DQ1023  COUNTRY     -  US
 DQ1023  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 DQ1023
 DQ1023                         *CURRENT SURVEY CONTROL
 DQ1023  ______________________________________________________________________
 DQ1023* NAD 83(2011) POSITION- 38 29 40.84693(N) 087 40 27.06836(W)   ADJUSTED
 DQ1023* NAD 83(2011) ELLIP HT-    91.131 (meters)        (05/29/16)   ADJUSTED
 DQ1023* NAD 83(2011) EPOCH   -  2010.00
 DQ1023* NAVD 88 ORTHO HEIGHT -   122.51  (meters)      401.9   (feet) RESET
 DQ1023  ______________________________________________________________________
 DQ1023  GEOID HEIGHT    -        -31.408 (meters)                     GEOID18
 DQ1023  NAD 83(2011) X  -    202,849.317 (meters)                     COMP
 DQ1023  NAD 83(2011) Y  - -4,994,390.580 (meters)                     COMP
 DQ1023  NAD 83(2011) Z  -  3,948,623.905 (meters)                     COMP
 DQ1023  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 DQ1023  VERT ORDER      -  THIRD
 DQ1023
 DQ1023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1023  Standards:
 DQ1023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1023  -------------------------------------------------------------------
 DQ1023  NETWORK    0.51   0.96           0.23   0.18   0.49      0.05376464
 DQ1023  -------------------------------------------------------------------
 DQ1023  Click here for local accuracies and other accuracy information.
 DQ1023
 DQ1023.The horizontal coordinates were established by GPS observations
 DQ1023.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1023
 DQ1023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1023.been affixed to the stable North American tectonic plate. See 
 DQ1023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1023
 DQ1023.The horizontal coordinates are valid at the epoch date displayed above
 DQ1023.which is a decimal equivalence of Year/Month/Day.
 DQ1023
 DQ1023.The orthometric height was computed from unverified reset data.
 DQ1023
 DQ1023.No vertical observational check was made to the station.
 DQ1023
 DQ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1023.GEOID18 height accuracy estimate available here.
 DQ1023
 DQ1023.Click photographs - Photos may exist for this station.
 DQ1023
 DQ1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1023
 DQ1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1023
 DQ1023.The ellipsoidal height was determined by GPS observations
 DQ1023.and is referenced to NAD 83.
 DQ1023
 DQ1023. The following values were computed from the NAD 83(2011) position.
 DQ1023
 DQ1023;                    North         East     Units Scale Factor Converg.
 DQ1023;SPC IN W     -   360,567.648   848,456.037   MT  0.99999937   -0 22 04.0
 DQ1023;SPC IN W     - 1,182,962.36  2,783,642.85   sFT  0.99999937   -0 22 04.0
 DQ1023;UTM  16      - 4,260,918.385   441,207.812   MT  0.99964257   -0 25 10.8
 DQ1023
 DQ1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1023!SPC IN W     -   0.99998570  x   0.99999937  =   0.99998507
 DQ1023!UTM  16      -   0.99998570  x   0.99964257  =   0.99962828
 DQ1023
 DQ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4120760918(NAD 83)
 DQ1023
 DQ1023                          SUPERSEDED SURVEY CONTROL
 DQ1023
 DQ1023.No superseded survey control is available for this station.
 DQ1023
 DQ1023_MARKER: F = FLANGE-ENCASED ROD
 DQ1023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1023_STAMPING: PBM 10 USE RESET 2014
 DQ1023_MARK LOGO: NONE
 DQ1023_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1023_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1023+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2015
 DQ1023_ROD/PIPE-DEPTH: 4.9 meters
 DQ1023_SLEEVE-DEPTH  : 0.9 meters
 DQ1023
 DQ1023  HISTORY     - Date     Condition        Report By
 DQ1023  HISTORY     - 20141001 MONUMENTED       BFSINC
 DQ1023  HISTORY     - 20150218 GOOD             INDOT
 DQ1023
 DQ1023                          STATION DESCRIPTION
 DQ1023
 DQ1023'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1023'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTH-NORTHEAST OF EAST MOUNT
 DQ1023'CARMEL, ILLINOIS, 7.2 MI (11.6 KM) WEST OF HAZELTON, INDIANA, 3.0 MI
 DQ1023'(4.8 KM) SOUTHEAST OF ALLENDALE, ILLINOIS.
 DQ1023'
 DQ1023'TO REACH THE STATION FROM THE INTERSECTION OF UNITED STATES ROUTE 41
 DQ1023'AND STATE ROUTE 241, TRAVEL SOUTH 2.2 MI (3.5 KM) ON UNITED STATES
 DQ1023'ROUTE 41 TO COUNTY ROAD 1750 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 2.0
 DQ1023'MI (3.2 KM) ON COUNTY ROAD 1750 SOUTH TO COUNTY ROAD 700 WEST.  TURN
 DQ1023'RIGHT (NORTH) AND TRAVEL 1.0 MI (1.6 KM) ON COUNTY ROAD 700 WEST TO
 DQ1023'COUNTY ROAD 1600 SOUTH.  TURN LEFT (WEST) AND TRAVEL 4.0 MI (6.4 KM)
 DQ1023'ALONG COUNTY ROAD 1600 SOUTH TO MONUMENT LOCATION ON THE RIGHT
 DQ1023'(NORTH).
 DQ1023'
 DQ1023'STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY EVEN WITH THE LEVEL
 DQ1023'OF THE ROAD, 5.0 FT (1.5 M) NORTH FROM THE NORTH EDGE OF PAVEMENT,
 DQ1023'45.0 FT (13.7 M) NORTHEAST FROM A POWER POLE LOCATED ON THE SOUTH SIDE
 DQ1023'OF COUNTY ROAD 1600 SOUTH, 85.0 FT (25.9 M) WEST-NORTHWEST FROM THE
 DQ1023'WEST END OF A CULVERT PIPE LOCATED ON THE SOUTH SIDE OF COUNTY ROAD
 DQ1023'1600 SOUTH.
 DQ1023'
 DQ1023'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1023'CAP.  2) PBM 10 USE IS NOT SCHEDULED TO BE REMOVED.  PBM USE 10 RESET
 DQ1023'WAS ESTABLISHED TO FACILITATE CLEAR-SKY GPS OBSERVATIONS.
 DQ1023
 DQ1023                          STATION RECOVERY (2015)
 DQ1023
 DQ1023'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (JH)
 DQ1023'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1173 ***********************************************************************
 JA1173  DESIGNATION -  PBM 15
 JA1173  PID         -  JA1173
 JA1173  STATE/COUNTY-  IN/GIBSON
 JA1173  COUNTRY     -  US
 JA1173  USGS QUAD   -  KEENSBURG (2018)
 JA1173
 JA1173                         *CURRENT SURVEY CONTROL
 JA1173  ______________________________________________________________________
 JA1173* NAD 83(1986) POSITION- 38 22 26.     (N) 087 46 23.     (W)   SCALED
 JA1173* NAVD 88 ORTHO HEIGHT -   119.058 (meters)      390.61  (feet) ADJUSTED
 JA1173  ______________________________________________________________________
 JA1173  GEOID HEIGHT    -        -31.242 (meters)                     GEOID18
 JA1173  DYNAMIC HEIGHT  -        118.981 (meters)      390.36  (feet) COMP
 JA1173  MODELED GRAVITY -    979,988.4   (mgal)                       NAVD 88
 JA1173
 JA1173  VERT ORDER      -  FIRST     CLASS II
 JA1173
 JA1173.The horizontal coordinates were scaled from a map and have
 JA1173.an estimated accuracy of +/- 6 seconds.
 JA1173
 JA1173.The orthometric height was determined by differential leveling and
 JA1173.adjusted by the NATIONAL GEODETIC SURVEY
 JA1173.in June 1991.
 JA1173
 JA1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1173.GEOID18 height accuracy estimate available here.
 JA1173
 JA1173.Click photographs - Photos may exist for this station.
 JA1173
 JA1173.The dynamic height is computed by dividing the NAVD 88
 JA1173.geopotential number by the normal gravity value computed on the
 JA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1173.degrees latitude (g = 980.6199 gals.).
 JA1173
 JA1173.The modeled gravity was interpolated from observed gravity values.
 JA1173
 JA1173;                    North         East    Units  Estimated Accuracy
 JA1173;SPC IN W     -   347,220.      839,730.      MT  (+/- 180 meters Scaled)
 JA1173
 JA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH324475(NAD 83)
 JA1173
 JA1173                          SUPERSEDED SURVEY CONTROL
 JA1173
 JA1173  NGVD 29 (??/??/92)  119.194  (m)          391.06   (f) ADJ UNCH    1 2
 JA1173
 JA1173.Superseded values are not recommended for survey control.
 JA1173
 JA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1173.See file dsdata.pdf to determine how the superseded data were derived.
 JA1173
 JA1173_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1173_MARK LOGO: USACE
 JA1173_PROJECTION: FLUSH
 JA1173_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1173
 JA1173  HISTORY     - Date     Condition        Report By
 JA1173  HISTORY     - UNK      MONUMENTED       USACE
 JA1173  HISTORY     - 1954     GOOD             CGS
 JA1173
 JA1173                          STATION DESCRIPTION
 JA1173
 JA1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1173'1.8 MI SW FROM MT CARMEL.
 JA1173'ABOUT 1.85 MILES SOUTHWEST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1173'OF WABASH RIVER FROM STATE HIGHWAY 64 BRIDGE OVER THE ROAD AND
 JA1173'WABASH RIVER OPPOSITE MT. CARMEL, ILLINOIS, ABOUT 0.95 MILE
 JA1173'NORTHEAST OF ILLINOIS CENTRAL RAILROAD BRIDGE OVER ROAD AND WABASH
 JA1173'RIVER, 11 FEET SOUTHEAST OF CENTER LINE OF ROAD, 131 1/2 FEET
 JA1173'WEST OF WEST CORNER OF A HOUSE OWNED BY HENRY BEULIGMANN AND
 JA1173'OCCUPIED IN 1954 BY GEORGE BINKLEY, 124 FEET NORTH-NORTHWEST OF
 JA1173'NORTH CORNER OF A LARGE CRIB, 39 FEET SOUTHEAST AND ACROSS ROAD
 JA1173'FROM A TRIANGULAR BLAZED 20-INCH ELM TREE, 86 FEET SOUTHWEST OF
 JA1173'SOUTHWEST EDGE OF A CONCRETE WALK LEADING TO HOUSE, 5 1/2 FEET
 JA1173'NORTHWEST OF A FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 JA1173'WITNESS POST, ABOUT LEVEL WITH ROAD AND IS A U.S.E. CAP ON A
 JA1173'2 1/2-INCH IRON PIPE ABOUT FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1283 ***********************************************************************
 JA1283  DESIGNATION -  PBM 15 BOLT USE
 JA1283  PID         -  JA1283
 JA1283  STATE/COUNTY-  IN/SULLIVAN
 JA1283  COUNTRY     -  US
 JA1283  USGS QUAD   -  HEATHSVILLE (2018)
 JA1283
 JA1283                         *CURRENT SURVEY CONTROL
 JA1283  ______________________________________________________________________
 JA1283* NAD 83(1986) POSITION- 38 59 43.     (N) 087 33 34.     (W)   SCALED
 JA1283* NAVD 88 ORTHO HEIGHT -   134.139 (meters)      440.09  (feet) ADJUSTED
 JA1283  ______________________________________________________________________
 JA1283  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 JA1283  DYNAMIC HEIGHT  -        134.060 (meters)      439.83  (feet) COMP
 JA1283  MODELED GRAVITY -    980,035.7   (mgal)                       NAVD 88
 JA1283
 JA1283  VERT ORDER      -  FIRST     CLASS II
 JA1283
 JA1283.The horizontal coordinates were scaled from a map and have
 JA1283.an estimated accuracy of +/- 6 seconds.
 JA1283
 JA1283.The orthometric height was determined by differential leveling and
 JA1283.adjusted by the NATIONAL GEODETIC SURVEY
 JA1283.in June 1991.
 JA1283
 JA1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1283.GEOID18 height accuracy estimate available here.
 JA1283
 JA1283.Click photographs - Photos may exist for this station.
 JA1283
 JA1283.The dynamic height is computed by dividing the NAVD 88
 JA1283.geopotential number by the normal gravity value computed on the
 JA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1283.degrees latitude (g = 980.6199 gals.).
 JA1283
 JA1283.The modeled gravity was interpolated from observed gravity values.
 JA1283
 JA1283;                    North         East    Units  Estimated Accuracy
 JA1283;SPC IN W     -   416,080.      858,760.      MT  (+/- 180 meters Scaled)
 JA1283
 JA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515164(NAD 83)
 JA1283
 JA1283                          SUPERSEDED SURVEY CONTROL
 JA1283
 JA1283  NGVD 29 (??/??/92)  134.272  (m)          440.52   (f) ADJ UNCH    1 2
 JA1283
 JA1283.Superseded values are not recommended for survey control.
 JA1283
 JA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1283.See file dsdata.pdf to determine how the superseded data were derived.
 JA1283
 JA1283_MARKER: B = BOLT
 JA1283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1283_STAMPING: 15
 JA1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1283
 JA1283  HISTORY     - Date     Condition        Report By
 JA1283  HISTORY     - 1903     MONUMENTED       USACE
 JA1283  HISTORY     - 1956     GOOD             CGS
 JA1283
 JA1283                          STATION DESCRIPTION
 JA1283
 JA1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1283'2.1 MI S FROM RIVERTON.
 JA1283'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1283'EAST END OF RR BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE ABOUT
 JA1283'0.6 MILE SOUTHEAST ALONG A SPUR TRACK TO MEROM GRAVEL PITS AND
 JA1283'END OF SPUR TRACK, THENCE ABOUT 1.3 MILES SOUTH ALONG A GRAVEL
 JA1283'ROAD, IN SECTION 6, T.6 N., R.10 W., AT A CURVE IN THE ROAD WITH
 JA1283'TANGENTS EXTENDING NORTH AND EAST AND JUNCTION OF A FARM ROAD
 JA1283'WEST, 4 1/2 FEET NORTH OF AND IN NORTH EDGE OF FARM DRIVE WEST,
 JA1283'27 FEET WEST OF EXTENDED CENTER LINE OF NORTH TANGENT OF GRAVEL
 JA1283'ROAD, 65 FEET WEST-NORTHWEST AND ACROSS FARM ROAD FROM THE WEST
 JA1283'ONE OF A ROW OF THREE 24-INCH ELM TREES, 144 FEET NORTHWEST AND
 JA1283'ACROSS FARM ROAD FROM THE NORTHWEST CORNER OF ROBERT L. JONES
 JA1283'RESIDENCE, 51 FEET EAST-NORTHEAST OF A LONE 24-INCH CEDAR TREE,
 JA1283'87.7 FEET WEST-NORTHWEST OF BM (U.S.E.), AND IS A U.S.E. BOLT.
 JA1283'NOTE-- THE CAP WAS STAMPED BY THIS PARTY IN 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1282 ***********************************************************************
 JA1282  DESIGNATION -  PBM 15 CAP
 JA1282  PID         -  JA1282
 JA1282  STATE/COUNTY-  IN/SULLIVAN
 JA1282  COUNTRY     -  US
 JA1282  USGS QUAD   -  HEATHSVILLE (2018)
 JA1282
 JA1282                         *CURRENT SURVEY CONTROL
 JA1282  ______________________________________________________________________
 JA1282* NAD 83(1986) POSITION- 38 59 43.     (N) 087 33 34.     (W)   SCALED
 JA1282* NAVD 88 ORTHO HEIGHT -   134.783 (meters)      442.20  (feet) ADJUSTED
 JA1282  ______________________________________________________________________
 JA1282  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 JA1282  DYNAMIC HEIGHT  -        134.704 (meters)      441.94  (feet) COMP
 JA1282  MODELED GRAVITY -    980,035.7   (mgal)                       NAVD 88
 JA1282
 JA1282  VERT ORDER      -  FIRST     CLASS II
 JA1282
 JA1282.The horizontal coordinates were scaled from a map and have
 JA1282.an estimated accuracy of +/- 6 seconds.
 JA1282
 JA1282.The orthometric height was determined by differential leveling and
 JA1282.adjusted by the NATIONAL GEODETIC SURVEY
 JA1282.in June 1991.
 JA1282
 JA1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1282.GEOID18 height accuracy estimate available here.
 JA1282
 JA1282.Click photographs - Photos may exist for this station.
 JA1282
 JA1282.The dynamic height is computed by dividing the NAVD 88
 JA1282.geopotential number by the normal gravity value computed on the
 JA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1282.degrees latitude (g = 980.6199 gals.).
 JA1282
 JA1282.The modeled gravity was interpolated from observed gravity values.
 JA1282
 JA1282;                    North         East    Units  Estimated Accuracy
 JA1282;SPC IN W     -   416,080.      858,760.      MT  (+/- 180 meters Scaled)
 JA1282
 JA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515164(NAD 83)
 JA1282
 JA1282                          SUPERSEDED SURVEY CONTROL
 JA1282
 JA1282  NGVD 29 (??/??/92)  134.912  (m)          442.62   (f) ADJ UNCH    1 2
 JA1282
 JA1282.Superseded values are not recommended for survey control.
 JA1282
 JA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1282.See file dsdata.pdf to determine how the superseded data were derived.
 JA1282
 JA1282_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1282_STAMPING: 15
 JA1282_MARK LOGO: USACE
 JA1282_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1282
 JA1282  HISTORY     - Date     Condition        Report By
 JA1282  HISTORY     - 1903     MONUMENTED       USACE
 JA1282  HISTORY     - 1956     GOOD             CGS
 JA1282
 JA1282                          STATION DESCRIPTION
 JA1282
 JA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1282'2.1 MI S FROM RIVERTON.
 JA1282'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1282'EAST END OF RR BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE ABOUT
 JA1282'0.6 MILE SOUTHEAST ALONG A SPUR TRACK TO MEROM GRAVEL PITS AND
 JA1282'END OF SPUR TRACK, THENCE ABOUT 1.3 MILES SOUTH ALONG A GRAVEL
 JA1282'ROAD, IN SECTION 6, T.6 N., R.10 W., AT A CURVE IN THE ROAD WITH
 JA1282'TANGENTS EXTENDING NORTH AND EAST AND JUNCTION OF A FARM ROAD
 JA1282'WEST, 4 1/2 FEET NORTH OF AND IN NORTH EDGE OF FARM DRIVE WEST,
 JA1282'27 FEET WEST OF EXTENDED CENTER LINE OF NORTH TANGENT OF GRAVEL
 JA1282'ROAD, 65 FEET WEST-NORTHWEST AND ACROSS FARM ROAD FROM THE WEST
 JA1282'ONE OF A ROW OF THREE 24-INCH ELM TREES, 144 FEET NORTHWEST AND
 JA1282'ACROSS FARM ROAD FROM THE NORTHWEST CORNER OF ROBERT L. JONES
 JA1282'RESIDENCE, 51 FEET EAST-NORTHEAST OF A LONE 24-INCH CEDAR TREE,
 JA1282'87.7 FEET WEST-NORTHWEST OF BM (U.S.E.), AND IS A U.S.E. CAP
 JA1282'BEING ABOUT 3 INCHES UNDERGROUND.  NOTE-- THE CAP WAS STAMPED BY
 JA1282'THIS PARTY IN 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1302 ***********************************************************************
 JA1302  DESIGNATION -  PBM 19 BOLT USE
 JA1302  PID         -  JA1302
 JA1302  STATE/COUNTY-  IN/KNOX
 JA1302  COUNTRY     -  US
 JA1302  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1302
 JA1302                         *CURRENT SURVEY CONTROL
 JA1302  ______________________________________________________________________
 JA1302* NAD 83(1986) POSITION- 38 52 02.71   (N) 087 31 56.55   (W)   HD_HELD1
 JA1302* NAVD 88 ORTHO HEIGHT -   126.836 (meters)      416.13  (feet) ADJUSTED
 JA1302  ______________________________________________________________________
 JA1302  GEOID HEIGHT    -        -31.916 (meters)                     GEOID18
 JA1302  DYNAMIC HEIGHT  -        126.759 (meters)      415.88  (feet) COMP
 JA1302  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JA1302
 JA1302  VERT ORDER      -  FIRST     CLASS II
 JA1302
 JA1302.The horizontal coordinates were determined by differentially corrected
 JA1302.hand held GPS observations or other comparable positioning techniques
 JA1302.and have an estimated accuracy of +/- 3 meters.
 JA1302
 JA1302.The orthometric height was determined by differential leveling and
 JA1302.adjusted by the NATIONAL GEODETIC SURVEY
 JA1302.in June 1991.
 JA1302
 JA1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1302.GEOID18 height accuracy estimate available here.
 JA1302
 JA1302.Click photographs - Photos may exist for this station.
 JA1302
 JA1302.The dynamic height is computed by dividing the NAVD 88
 JA1302.geopotential number by the normal gravity value computed on the
 JA1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1302.degrees latitude (g = 980.6199 gals.).
 JA1302
 JA1302.The modeled gravity was interpolated from observed gravity values.
 JA1302
 JA1302;                    North         East    Units  Estimated Accuracy
 JA1302;SPC IN W     -   401,874.3     861,029.9     MT  (+/- 3 meters HH1 GPS) 
 JA1302
 JA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5381402198(NAD 83)
 JA1302
 JA1302                          SUPERSEDED SURVEY CONTROL
 JA1302
 JA1302  NGVD 29 (??/??/92)  126.976  (m)          416.59   (f) ADJ UNCH    1 2
 JA1302
 JA1302.Superseded values are not recommended for survey control.
 JA1302
 JA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1302.See file dsdata.pdf to determine how the superseded data were derived.
 JA1302
 JA1302_MARKER: B = BOLT
 JA1302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1302_STAMPING: 19
 JA1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1302
 JA1302  HISTORY     - Date     Condition        Report By
 JA1302  HISTORY     - 1903     MONUMENTED       USACE
 JA1302  HISTORY     - 1956     GOOD             CGS
 JA1302
 JA1302                          STATION DESCRIPTION
 JA1302
 JA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1302'5.7 MI W FROM OAKTOWN.
 JA1302'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1302'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1302'TOP ROAD, THENCE ABOUT 1.4 MILES WEST AND NORTH ALONG A GRAVEL
 JA1302'ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL ROAD, IN SECTION
 JA1302'16, T.5 N., R.10 W., 19 FEET NORTH OF CENTER LINE OF ROAD, 48
 JA1302'FEET NORTHEAST AND ACROSS ROAD FROM THE CENTER OF A GATE ACROSS
 JA1302'A PRIVATE ROAD LEADING SOUTH TO A HOUSE SITE (ABOUT 0.15 MILE
 JA1302'SOUTH OF ROAD), 4 FEET EAST OF THE SOUTHEAST ONE OF THREE 12-INCH
 JA1302'ASH TREES, 10 FEET WEST OF A LONE 5-INCH PECAN TREE, ABOUT 1 FOOT
 JA1302'ABOVE LEVEL OF ROAD AND IS A U.S.E. BOLT.  NOTE-- STAMPED BY
 JA1302'THIS PARTY IN 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1301 ***********************************************************************
 JA1301  DESIGNATION -  PBM 19 CAP USE
 JA1301  PID         -  JA1301
 JA1301  STATE/COUNTY-  IN/KNOX
 JA1301  COUNTRY     -  US
 JA1301  USGS QUAD   -  RUSSELLVILLE (2018)
 JA1301
 JA1301                         *CURRENT SURVEY CONTROL
 JA1301  ______________________________________________________________________
 JA1301* NAD 83(1986) POSITION- 38 52 02.71   (N) 087 31 56.55   (W)   HD_HELD1
 JA1301* NAVD 88 ORTHO HEIGHT -   128.054 (meters)      420.12  (feet) ADJUSTED
 JA1301  ______________________________________________________________________
 JA1301  GEOID HEIGHT    -        -31.916 (meters)                     GEOID18
 JA1301  DYNAMIC HEIGHT  -        127.977 (meters)      419.87  (feet) COMP
 JA1301  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JA1301
 JA1301  VERT ORDER      -  FIRST     CLASS II
 JA1301
 JA1301.The horizontal coordinates were determined by differentially corrected
 JA1301.hand held GPS observations or other comparable positioning techniques
 JA1301.and have an estimated accuracy of +/- 3 meters.
 JA1301
 JA1301.The orthometric height was determined by differential leveling and
 JA1301.adjusted by the NATIONAL GEODETIC SURVEY
 JA1301.in June 1991.
 JA1301
 JA1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1301.GEOID18 height accuracy estimate available here.
 JA1301
 JA1301.Click photographs - Photos may exist for this station.
 JA1301
 JA1301.The dynamic height is computed by dividing the NAVD 88
 JA1301.geopotential number by the normal gravity value computed on the
 JA1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1301.degrees latitude (g = 980.6199 gals.).
 JA1301
 JA1301.The modeled gravity was interpolated from observed gravity values.
 JA1301
 JA1301;                    North         East    Units  Estimated Accuracy
 JA1301;SPC IN W     -   401,874.3     861,029.9     MT  (+/- 3 meters HH1 GPS) 
 JA1301
 JA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5381402198(NAD 83)
 JA1301
 JA1301                          SUPERSEDED SURVEY CONTROL
 JA1301
 JA1301  NGVD 29 (??/??/92)  128.231  (m)          420.70   (f) ADJ UNCH    1 2
 JA1301
 JA1301.Superseded values are not recommended for survey control.
 JA1301
 JA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1301.See file dsdata.pdf to determine how the superseded data were derived.
 JA1301
 JA1301_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1301_STAMPING: 19
 JA1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1301
 JA1301  HISTORY     - Date     Condition        Report By
 JA1301  HISTORY     - 1903     MONUMENTED       USACE
 JA1301  HISTORY     - 1956     GOOD             CGS
 JA1301
 JA1301                          STATION DESCRIPTION
 JA1301
 JA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1301'5.7 MI W FROM OAKTOWN.
 JA1301'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1301'OAKTOWN, THENCE ABOUT 3.7 MILES SOUTHWEST AND WEST ALONG A BLACK
 JA1301'TOP ROAD, THENCE ABOUT 1.4 MILES WEST AND NORTH ALONG A GRAVEL
 JA1301'ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL ROAD, IN SECTION
 JA1301'16, T.5 N., R.10 W., 19 FEET NORTH OF CENTER LINE OF ROAD, 48
 JA1301'FEET NORTHEAST AND ACROSS ROAD FROM THE CENTER OF A GATE ACROSS A
 JA1301'PRIVATE ROAD LEADING SOUTH TO A HOUSE SITE (ABOUT 0.15 MILE
 JA1301'SOUTH OF ROAD), 4 FEET EAST OF THE SOUTHEAST ONE OF THREE 12-INCH
 JA1301'ASH TREES, 10 FEET WEST OF A LONE 5-INCH PECAN TREE, ABOUT 1
 JA1301'FOOT ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE AND CAP PIPE
 JA1301'PROJECTING ABOUT 18 INCHES.  NOTE-- STAMPED BY THIS PARTY IN
 JA1301'1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1114 ***********************************************************************
 KA1114  DESIGNATION -  PBM 2
 KA1114  PID         -  KA1114
 KA1114  STATE/COUNTY-  IN/VIGO
 KA1114  COUNTRY     -  US
 KA1114  USGS QUAD   -  TERRE HAUTE (2019)
 KA1114
 KA1114                         *CURRENT SURVEY CONTROL
 KA1114  ______________________________________________________________________
 KA1114* NAD 83(1986) POSITION- 39 26 34.     (N) 087 25 15.     (W)   SCALED
 KA1114* NAVD 88 ORTHO HEIGHT -   148.677 (meters)      487.78  (feet) ADJUSTED
 KA1114  ______________________________________________________________________
 KA1114  GEOID HEIGHT    -        -32.665 (meters)                     GEOID18
 KA1114  DYNAMIC HEIGHT  -        148.593 (meters)      487.51  (feet) COMP
 KA1114  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA1114
 KA1114  VERT ORDER      -  FIRST     CLASS II
 KA1114
 KA1114.The horizontal coordinates were scaled from a map and have
 KA1114.an estimated accuracy of +/- 6 seconds.
 KA1114
 KA1114.The orthometric height was determined by differential leveling and
 KA1114.adjusted by the NATIONAL GEODETIC SURVEY
 KA1114.in June 1991.
 KA1114
 KA1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1114.GEOID18 height accuracy estimate available here.
 KA1114
 KA1114.Click photographs - Photos may exist for this station.
 KA1114
 KA1114.The dynamic height is computed by dividing the NAVD 88
 KA1114.geopotential number by the normal gravity value computed on the
 KA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1114.degrees latitude (g = 980.6199 gals.).
 KA1114
 KA1114.The modeled gravity was interpolated from observed gravity values.
 KA1114
 KA1114;                    North         East    Units  Estimated Accuracy
 KA1114;SPC IN W     -   465,710.      870,950.      MT  (+/- 180 meters Scaled)
 KA1114
 KA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637659(NAD 83)
 KA1114
 KA1114                          SUPERSEDED SURVEY CONTROL
 KA1114
 KA1114  NGVD 29 (??/??/92)  148.776  (m)          488.11   (f) ADJ UNCH    1 2
 KA1114
 KA1114.Superseded values are not recommended for survey control.
 KA1114
 KA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1114.See file dsdata.pdf to determine how the superseded data were derived.
 KA1114
 KA1114_MARKER: B = BOLT
 KA1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1114
 KA1114  HISTORY     - Date     Condition        Report By
 KA1114  HISTORY     - 1903     MONUMENTED       USACE
 KA1114  HISTORY     - 1956     GOOD             CGS
 KA1114
 KA1114                          STATION DESCRIPTION
 KA1114
 KA1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1114'AT TERRE HAUTE.
 KA1114'AT TERRE HAUTE, ABOUT 1.25 MILES SOUTH ALONG FIRST STREET FROM
 KA1114'THE INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), THENCE ABOUT
 KA1114'1 BLOCK WEST ALONG HOLMAN STREET, THENCE ABOUT 0.45 MILE SOUTHWEST
 KA1114'ALONG PRAIRIETON ROAD (STATE HIGHWAY 63), 315 FEET SOUTHWEST
 KA1114'OF CENTER OF JUNCTION OF PRAIRIETON ROAD AND BORING STREET, 38 1/2
 KA1114'FEET NORTHWEST OF CENTER LINE OF PRAIRIETON ROAD, ACROSS HIGHWAY
 KA1114'FROM VOOHREES PARK, 44 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 KA1114'SOUTHEAST MOST BRICK WAREHOUSE OF COMMERCIAL SOLVENTS CORPORATION,
 KA1114'21 1/2 FEET NORTH-NORTHWEST OF A FIRE HYDRANT, 8 FEET WEST OF A
 KA1114'30-INCH OAK TREE, 6 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF A
 KA1114'SIDE TRACK OF RAILROAD, 9 FEET NORTHWEST OF A STEEL FENCE AND
 KA1114'ON PROPERTY OF COMMERCIAL SOLVENTS CORPORATION, ABOUT 1 1/2 FEET
 KA1114'ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE ON TOP OF A BOLT, THE
 KA1114'PIPE PROJECTING ABOUT 15 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1113 ***********************************************************************
 KA1113  DESIGNATION -  PBM 2 CAP
 KA1113  PID         -  KA1113
 KA1113  STATE/COUNTY-  IN/VIGO
 KA1113  COUNTRY     -  US
 KA1113  USGS QUAD   -  TERRE HAUTE (2019)
 KA1113
 KA1113                         *CURRENT SURVEY CONTROL
 KA1113  ______________________________________________________________________
 KA1113* NAD 83(1986) POSITION- 39 26 34.     (N) 087 25 16.     (W)   SCALED
 KA1113* NAVD 88 ORTHO HEIGHT -   149.913 (meters)      491.84  (feet) ADJUSTED
 KA1113  ______________________________________________________________________
 KA1113  GEOID HEIGHT    -        -32.664 (meters)                     GEOID18
 KA1113  DYNAMIC HEIGHT  -        149.828 (meters)      491.56  (feet) COMP
 KA1113  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 KA1113
 KA1113  VERT ORDER      -  FIRST     CLASS II
 KA1113
 KA1113.The horizontal coordinates were scaled from a map and have
 KA1113.an estimated accuracy of +/- 6 seconds.
 KA1113
 KA1113.The orthometric height was determined by differential leveling and
 KA1113.adjusted by the NATIONAL GEODETIC SURVEY
 KA1113.in June 1991.
 KA1113
 KA1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1113.GEOID18 height accuracy estimate available here.
 KA1113
 KA1113.Click photographs - Photos may exist for this station.
 KA1113
 KA1113.The dynamic height is computed by dividing the NAVD 88
 KA1113.geopotential number by the normal gravity value computed on the
 KA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1113.degrees latitude (g = 980.6199 gals.).
 KA1113
 KA1113.The modeled gravity was interpolated from observed gravity values.
 KA1113
 KA1113;                    North         East    Units  Estimated Accuracy
 KA1113;SPC IN W     -   465,710.      870,920.      MT  (+/- 180 meters Scaled)
 KA1113
 KA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637659(NAD 83)
 KA1113
 KA1113                          SUPERSEDED SURVEY CONTROL
 KA1113
 KA1113  NGVD 29 (??/??/92)  150.01   (m)          492.2    (f) COMPUTED    1 2
 KA1113
 KA1113.Superseded values are not recommended for survey control.
 KA1113
 KA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1113.See file dsdata.pdf to determine how the superseded data were derived.
 KA1113
 KA1113_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1113_MARK LOGO: USACE
 KA1113_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1113
 KA1113  HISTORY     - Date     Condition        Report By
 KA1113  HISTORY     - 1903     MONUMENTED       USACE
 KA1113  HISTORY     - 1956     GOOD             CGS
 KA1113
 KA1113                          STATION DESCRIPTION
 KA1113
 KA1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1113'AT TERRE HAUTE.
 KA1113'AT TERRE HAUTE, ABOUT 1.25 MILES SOUTH ALONG FIRST STREET FROM
 KA1113'THE INTERSECTION OF WABASH AVENUE (U.S. HIGHWAY 40), THENCE ABOUT
 KA1113'1 BLOCK WEST ALONG HOLMAN STREET, THENCE ABOUT 0.45 MILE SOUTHWEST
 KA1113'ALONG PRAIRIETON ROAD (STATE HIGHWAY 63), 315 FEET SOUTHWEST OF
 KA1113'CENTER OF JUNCTION OF PRAIRIETON ROAD AND BORING STREET, 38 1/2
 KA1113'FEET NORTHWEST OF CENTER LINE OF PRAIRIETON ROAD, ACROSS HIGHWAY
 KA1113'FROM VOOHREES PARK, 44 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 KA1113'OF SOUTHEAST MOST BRICK WAREHOUSE OF COMMERCIAL SOLVENTS
 KA1113'CORPORATION, 21 1/2 FEET NORTH-NORTHWEST OF A FIRE HYDRANT, 8
 KA1113'FEET WEST OF A 30-INCH OAK TREE, 6 1/2 FEET SOUTHEAST OF SOUTHEAST
 KA1113'RAIL OF A SIDE TRACK OF RAILROAD, 9 FEET NORTHWEST OF A STEEL
 KA1113'FENCE AND ON PROPERTY OF COMMERCIAL SOLVENTS CORPORATION, ABOUT
 KA1113'1 1/2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE AND CAP, THE
 KA1113'PIPE PROJECTING ABOUT 15 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1187 ***********************************************************************
 JA1187  DESIGNATION -  PBM 20
 JA1187  PID         -  JA1187
 JA1187  STATE/COUNTY-  IN/GIBSON
 JA1187  COUNTRY     -  US
 JA1187  USGS QUAD   -  GRAYVILLE (2018)
 JA1187
 JA1187                         *CURRENT SURVEY CONTROL
 JA1187  ______________________________________________________________________
 JA1187* NAD 83(1986) POSITION- 38 17 41.     (N) 087 52 53.     (W)   SCALED
 JA1187* NAVD 88 ORTHO HEIGHT -   117.255 (meters)      384.69  (feet) ADJUSTED
 JA1187  ______________________________________________________________________
 JA1187  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 JA1187  DYNAMIC HEIGHT  -        117.179 (meters)      384.44  (feet) COMP
 JA1187  MODELED GRAVITY -    979,975.7   (mgal)                       NAVD 88
 JA1187
 JA1187  VERT ORDER      -  FIRST     CLASS II
 JA1187
 JA1187.The horizontal coordinates were scaled from a map and have
 JA1187.an estimated accuracy of +/- 6 seconds.
 JA1187
 JA1187.The orthometric height was determined by differential leveling and
 JA1187.adjusted by the NATIONAL GEODETIC SURVEY
 JA1187.in June 1991.
 JA1187
 JA1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1187.GEOID18 height accuracy estimate available here.
 JA1187
 JA1187.Click photographs - Photos may exist for this station.
 JA1187
 JA1187.The dynamic height is computed by dividing the NAVD 88
 JA1187.geopotential number by the normal gravity value computed on the
 JA1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1187.degrees latitude (g = 980.6199 gals.).
 JA1187
 JA1187.The modeled gravity was interpolated from observed gravity values.
 JA1187
 JA1187;                    North         East    Units  Estimated Accuracy
 JA1187;SPC IN W     -   338,510.      830,190.      MT  (+/- 180 meters Scaled)
 JA1187
 JA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH229388(NAD 83)
 JA1187
 JA1187                          SUPERSEDED SURVEY CONTROL
 JA1187
 JA1187  NGVD 29 (??/??/92)  117.386  (m)          385.12   (f) ADJ UNCH    1 2
 JA1187
 JA1187.Superseded values are not recommended for survey control.
 JA1187
 JA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1187.See file dsdata.pdf to determine how the superseded data were derived.
 JA1187
 JA1187_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1187_MARK LOGO: USACE
 JA1187_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1187
 JA1187  HISTORY     - Date     Condition        Report By
 JA1187  HISTORY     - UNK      MONUMENTED       USACE
 JA1187  HISTORY     - 1954     GOOD             CGS
 JA1187
 JA1187                          STATION DESCRIPTION
 JA1187
 JA1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1187'5.2 MI W FROM CROWLEYVILLE.
 JA1187'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1187'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1187'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1187'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 JA1187'ROAD, THENCE ABOUT 0.8 MILE NORTH ALONG A ROAD PARALLELING THE
 JA1187'LEFT BANK OF WABASH RIVER, ABOUT 0.25 MILE NORTH OF A TWO-STORY
 JA1187'FRAME HOUSE KNOWN AS OLD KILROY PLACE, 35 FEET WEST OF CENTER
 JA1187'LINE OF DRIVE ALONG WEST SIDE OF A CULTIVATED FIELD, 287 FEET
 JA1187'SOUTHWEST OF A LONE 48-INCH ELM TREE IN EDGE OF FIELD, 27 FEET
 JA1187'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH HONEY LOCUST
 JA1187'TREE, 17 FEET SOUTHWEST OF A TRIANGULAR BLAZED 20-INCH HONEY
 JA1187'LOCUST TREE, 5 1/2 FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH
 JA1187'HACKBERRY TREE, ABOUT 4 YARDS WEST OF THE TOP OF RIVER BANK,
 JA1187'ABOUT 1 FOOT LOWER THAN THE TOP OF RIVER BANK AND IS A U.S.E. CAP
 JA1187'ON TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 20 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1622 ***********************************************************************
 KA1622  DESIGNATION -  PBM 200 RESET
 KA1622  PID         -  KA1622
 KA1622  STATE/COUNTY-  IN/VIGO
 KA1622  COUNTRY     -  US
 KA1622  USGS QUAD   -  NEW GOSHEN (2019)
 KA1622
 KA1622                         *CURRENT SURVEY CONTROL
 KA1622  ______________________________________________________________________
 KA1622* NAD 83(1986) POSITION- 39 30 23.     (N) 087 26 08.     (W)   SCALED
 KA1622* NAVD 88 ORTHO HEIGHT -   146.21  (+/-2cm)      479.7   (feet) VERTCON3
 KA1622  ______________________________________________________________________
 KA1622  GEOID HEIGHT    -        -32.684 (meters)                     GEOID18
 KA1622  VERT ORDER      -  THIRD (See Below)
 KA1622
 KA1622.The horizontal coordinates were scaled from a map and have
 KA1622.an estimated accuracy of +/- 6 seconds.
 KA1622
 KA1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1622
 KA1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1622.GEOID18 height accuracy estimate available here.
 KA1622
 KA1622.The vertical order pertains to the NGVD 29 superseded value.
 KA1622
 KA1622.Click photographs - Photos may exist for this station.
 KA1622
 KA1622;                    North         East    Units  Estimated Accuracy
 KA1622;SPC IN W     -   472,770.      869,710.      MT  (+/- 180 meters Scaled)
 KA1622
 KA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625730(NAD 83)
 KA1622
 KA1622                          SUPERSEDED SURVEY CONTROL
 KA1622
 KA1622  NGVD 29 (08/22/16)  146.28   (m)          479.9    (f) RESET       3  
 KA1622
 KA1622.Superseded values are not recommended for survey control.
 KA1622
 KA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1622.See file dsdata.pdf to determine how the superseded data were derived.
 KA1622
 KA1622_MARKER: DV = VERTICAL CONTROL DISK
 KA1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1622_STAMPING: PBM 200 RESET 1977
 KA1622_MARK LOGO: NGS
 KA1622_PROJECTION: FLUSH
 KA1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1622+STABILITY: SURFACE MOTION
 KA1622
 KA1622  HISTORY     - Date     Condition        Report By
 KA1622  HISTORY     - 1977     MONUMENTED       NGS
 KA1622
 KA1622                          STATION DESCRIPTION
 KA1622
 KA1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KA1622'4.1 MI NORTH FROM TERRE HAUTE.
 KA1622'1.65 MILES NORTH AND WEST ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1622'WITH U.S. HIGHWAY 41 AT THE NORTH EDGE OF TERRE HAUTE, THENCE SOUTH
 KA1622'ALONG RIVER ROAD FOR 0.25 MILE, 177 FEET WEST OF THE CENTERLINE OF
 KA1622'RIVER ROAD, 40 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 35.5 FEET
 KA1622'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND 2.5 FEET EAST OF
 KA1622'THE SOUTHEAST CORNER OF A CORRUGATED METAL SHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0858 ***********************************************************************
 KA0858  DESIGNATION -  PBM 201 CAP
 KA0858  PID         -  KA0858
 KA0858  STATE/COUNTY-  IN/VIGO
 KA0858  COUNTRY     -  US
 KA0858  USGS QUAD   -  NEW GOSHEN (2019)
 KA0858
 KA0858                         *CURRENT SURVEY CONTROL
 KA0858  ______________________________________________________________________
 KA0858* NAD 83(1986) POSITION- 39 32 29.     (N) 087 25 24.     (W)   SCALED
 KA0858* NAVD 88 ORTHO HEIGHT -   146.90  (+/-2cm)      482.0   (feet) VERTCON3
 KA0858  ______________________________________________________________________
 KA0858  GEOID HEIGHT    -        -32.722 (meters)                     GEOID18
 KA0858  VERT ORDER      -  THIRD (See Below)
 KA0858
 KA0858.The horizontal coordinates were scaled from a map and have
 KA0858.an estimated accuracy of +/- 6 seconds.
 KA0858
 KA0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0858
 KA0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0858.GEOID18 height accuracy estimate available here.
 KA0858
 KA0858.The vertical order pertains to the NGVD 29 superseded value.
 KA0858
 KA0858.Click photographs - Photos may exist for this station.
 KA0858
 KA0858;                    North         East    Units  Estimated Accuracy
 KA0858;SPC IN W     -   476,660.      870,770.      MT  (+/- 180 meters Scaled)
 KA0858
 KA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ636769(NAD 83)
 KA0858
 KA0858                          SUPERSEDED SURVEY CONTROL
 KA0858
 KA0858  NGVD 29 (??/??/??)  146.87   (m)          481.9    (f) RESET       3  
 KA0858
 KA0858.Superseded values are not recommended for survey control.
 KA0858
 KA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0858.See file dsdata.pdf to determine how the superseded data were derived.
 KA0858
 KA0858_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0858_STAMPING: PBM 201
 KA0858_MARK LOGO: USACE
 KA0858_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0858
 KA0858  HISTORY     - Date     Condition        Report By
 KA0858  HISTORY     - UNK      MONUMENTED       USACE
 KA0858  HISTORY     - 1929     GOOD             BRWE
 KA0858  HISTORY     - 1934     GOOD             CGS
 KA0858  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0858
 KA0858                          STATION DESCRIPTION
 KA0858
 KA0858'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1929
 KA0858'6.5 MI N FROM TERRE HAUTE.
 KA0858'ON RIVER ROAD, AT THE CROSSING OF THE CHICAGO, MILWAUKEE, ST.
 KA0858'PAUL AND PACIFIC RAILROAD, 26 FEET NORTH OF THE NORTH RAIL, AND
 KA0858'MIDWAY BETWEEN A TELEPHONE POLE AND THE BASE OF A GUY WIRE.  A
 KA0858'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED PBM 201 AND
 KA0858'RIVETED ON THE TOP OF AN IRON PIPE.  NOTE-- 7.7 MILES NORTH ALONG
 KA0858'STATE HIGHWAY 46 FROM THE WEST END OF THE WABASH AVENUE BRIDGE
 KA0858'OVER WABASH RIVER THROUGH THE UNDERPASS OF THE CLEVELAND,
 KA0858'CINCINNATI, CHICAGO AND ST. LOUIS RAILROAD, THENCE ABOUT 1/8 MILE
 KA0858'NORTH ALONG THE RIVER ROAD TO THE CROSSING OF THE CHICAGO,
 KA0858'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, THENCE WEST ABOUT 90
 KA0858'FEET.
 KA0858
 KA0858                          STATION RECOVERY (1934)
 KA0858
 KA0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KA0858'RECOVERED IN GOOD CONDITION.
 KA0858
 KA0858                          STATION RECOVERY (1986)
 KA0858
 KA0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0858'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0863 ***********************************************************************
 KA0863  DESIGNATION -  PBM 202 CAP
 KA0863  PID         -  KA0863
 KA0863  STATE/COUNTY-  IN/VIGO
 KA0863  COUNTRY     -  US
 KA0863  USGS QUAD   -  NEW GOSHEN (2019)
 KA0863
 KA0863                         *CURRENT SURVEY CONTROL
 KA0863  ______________________________________________________________________
 KA0863* NAD 83(1986) POSITION- 39 35 41.     (N) 087 25 01.     (W)   SCALED
 KA0863* NAVD 88 ORTHO HEIGHT -   147.88  (+/-2cm)      485.2   (feet) VERTCON3
 KA0863  ______________________________________________________________________
 KA0863  GEOID HEIGHT    -        -32.753 (meters)                     GEOID18
 KA0863  VERT ORDER      -  THIRD (See Below)
 KA0863
 KA0863.The horizontal coordinates were scaled from a map and have
 KA0863.an estimated accuracy of +/- 6 seconds.
 KA0863
 KA0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0863
 KA0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0863.GEOID18 height accuracy estimate available here.
 KA0863
 KA0863.The vertical order pertains to the NGVD 29 superseded value.
 KA0863
 KA0863.Click photographs - Photos may exist for this station.
 KA0863
 KA0863;                    North         East    Units  Estimated Accuracy
 KA0863;SPC IN W     -   482,570.      871,350.      MT  (+/- 180 meters Scaled)
 KA0863
 KA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642828(NAD 83)
 KA0863
 KA0863                          SUPERSEDED SURVEY CONTROL
 KA0863
 KA0863  NGVD 29 (??/??/??)  147.82   (m)          485.0    (f) RESET       3  
 KA0863
 KA0863.Superseded values are not recommended for survey control.
 KA0863
 KA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0863.See file dsdata.pdf to determine how the superseded data were derived.
 KA0863
 KA0863_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0863_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0863_STAMPING: PBM 202
 KA0863_MARK LOGO: USACE
 KA0863_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0863
 KA0863  HISTORY     - Date     Condition        Report By
 KA0863  HISTORY     - UNK      MONUMENTED       USACE
 KA0863  HISTORY     - 1929     GOOD             BRWE
 KA0863  HISTORY     - 1934     GOOD             CGS
 KA0863  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0863
 KA0863                          STATION DESCRIPTION
 KA0863
 KA0863'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1929
 KA0863'0.5 MI S FROM SHEPARDSVILLE.
 KA0863'ON RIVER ROAD, 58 FEET NORTH OF THE NORTH RAIL OF SWITCH TRACKS
 KA0863'TO MIAMI NO. 8 COAL MINE, 29 FEET EAST OF THE CENTERLINE OF
 KA0863'RIVER ROAD, AND 37 FEET SOUTHEAST OF A REFERENCE MARK ON A WATER
 KA0863'TROUGH.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 KA0863'PBM 202 AND RIVETED ON THE TOP OF AN IRON PIPE.  NOTE-- ABOUT
 KA0863'34 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF SHEPARD CEMETERY,
 KA0863'AND ABOUT 7 INCHES ABOVE GROUND.
 KA0863
 KA0863                          STATION RECOVERY (1934)
 KA0863
 KA0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KA0863'RECOVERED IN GOOD CONDITION.
 KA0863
 KA0863                          STATION RECOVERY (1986)
 KA0863
 KA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0866 ***********************************************************************
 KA0866  DESIGNATION -  PBM 203
 KA0866  PID         -  KA0866
 KA0866  STATE/COUNTY-  IN/VERMILLION
 KA0866  COUNTRY     -  US
 KA0866  USGS QUAD   -  NEW GOSHEN (2019)
 KA0866
 KA0866                         *CURRENT SURVEY CONTROL
 KA0866  ______________________________________________________________________
 KA0866* NAD 83(1986) POSITION- 39 37 18.     (N) 087 23 54.     (W)   SCALED
 KA0866* NAVD 88 ORTHO HEIGHT -   156.65  (+/-2cm)      513.9   (feet) VERTCON3
 KA0866  ______________________________________________________________________
 KA0866  GEOID HEIGHT    -        -32.805 (meters)                     GEOID18
 KA0866  VERT ORDER      -  THIRD (See Below)
 KA0866
 KA0866.The horizontal coordinates were scaled from a map and have
 KA0866.an estimated accuracy of +/- 6 seconds.
 KA0866
 KA0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0866
 KA0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0866.GEOID18 height accuracy estimate available here.
 KA0866
 KA0866.The vertical order pertains to the NGVD 29 superseded value.
 KA0866
 KA0866.Click photographs - Photos may exist for this station.
 KA0866
 KA0866;                    North         East    Units  Estimated Accuracy
 KA0866;SPC IN W     -   485,560.      872,950.      MT  (+/- 180 meters Scaled)
 KA0866
 KA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658858(NAD 83)
 KA0866
 KA0866                          SUPERSEDED SURVEY CONTROL
 KA0866
 KA0866  NGVD 29 (??/??/??)  156.64   (m)          513.9    (f) RESET       3  
 KA0866
 KA0866.Superseded values are not recommended for survey control.
 KA0866
 KA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0866.See file dsdata.pdf to determine how the superseded data were derived.
 KA0866
 KA0866_MARKER: DD = SURVEY DISK
 KA0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0866_SP_SET: BUILDING
 KA0866_STAMPING: PBM 203
 KA0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0866
 KA0866  HISTORY     - Date     Condition        Report By
 KA0866  HISTORY     - UNK      MONUMENTED       USACE
 KA0866  HISTORY     - 1929     GOOD             BRWE
 KA0866  HISTORY     - 1934     GOOD             CGS
 KA0866  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0866
 KA0866                          STATION DESCRIPTION
 KA0866
 KA0866'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1929
 KA0866'2.1 MI N FROM SHEPARDSVILLE.
 KA0866'2.5 MILES SOUTH OF CLINTON, AT SMITH SCHOOL, AT THE ENTRANCE,
 KA0866'IN THE SECOND STEP, AND 1 FOOT FROM THE NORTH END OF THE STEPS.  A
 KA0866'BRWE               STANDARD DISK, STAMPED PBM 203.  NOTE-- THE TOP
 KA0866'OF THIS DISK HAS BEEN BEATEN WITH A BLUNT INSTRUMENT IN SUCH A
 KA0866'FASHION AS TO DESTROY THE INSCRIPTION.
 KA0866
 KA0866                          STATION RECOVERY (1934)
 KA0866
 KA0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KA0866'RECOVERED IN GOOD CONDITION.
 KA0866
 KA0866                          STATION RECOVERY (1986)
 KA0866
 KA0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0851 ***********************************************************************
 KA0851  DESIGNATION -  PBM 204=TT 203
 KA0851  PID         -  KA0851
 KA0851  STATE/COUNTY-  IN/VERMILLION
 KA0851  COUNTRY     -  US
 KA0851  USGS QUAD   -  CLINTON (2019)
 KA0851
 KA0851                         *CURRENT SURVEY CONTROL
 KA0851  ______________________________________________________________________
 KA0851* NAD 83(1986) POSITION- 39 39 38.84   (N) 087 23 54.52   (W)   HD_HELD1
 KA0851* NAVD 88 ORTHO HEIGHT -   151.571 (meters)      497.28  (feet) ADJUSTED
 KA0851  ______________________________________________________________________
 KA0851  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KA0851  DYNAMIC HEIGHT  -        151.486 (meters)      497.00  (feet) COMP
 KA0851  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 KA0851
 KA0851  VERT ORDER      -  SECOND    CLASS 0
 KA0851
 KA0851.The horizontal coordinates were determined by differentially corrected
 KA0851.hand held GPS observations or other comparable positioning techniques
 KA0851.and have an estimated accuracy of +/- 3 meters.
 KA0851
 KA0851.The orthometric height was determined by differential leveling and
 KA0851.adjusted by the NATIONAL GEODETIC SURVEY
 KA0851.in June 1991.
 KA0851
 KA0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0851.GEOID18 height accuracy estimate available here.
 KA0851
 KA0851.Click photographs - Photos may exist for this station.
 KA0851
 KA0851.The dynamic height is computed by dividing the NAVD 88
 KA0851.geopotential number by the normal gravity value computed on the
 KA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0851.degrees latitude (g = 980.6199 gals.).
 KA0851
 KA0851.The modeled gravity was interpolated from observed gravity values.
 KA0851
 KA0851;                    North         East    Units  Estimated Accuracy
 KA0851;SPC IN W     -   489,903.3     872,956.8     MT  (+/- 3 meters HH1 GPS) 
 KA0851
 KA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6581890185(NAD 83)
 KA0851
 KA0851                          SUPERSEDED SURVEY CONTROL
 KA0851
 KA0851  NGVD 29 (??/??/92)  151.672  (m)          497.61   (f) ADJ UNCH    2 0
 KA0851
 KA0851.Superseded values are not recommended for survey control.
 KA0851
 KA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0851.See file dsdata.pdf to determine how the superseded data were derived.
 KA0851
 KA0851_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0851_STAMPING: PBM 204 TT 203
 KA0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0851
 KA0851  HISTORY     - Date     Condition        Report By
 KA0851  HISTORY     - UNK      MONUMENTED       USACE
 KA0851  HISTORY     - 1946     GOOD             CGS
 KA0851  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0851
 KA0851                          STATION DESCRIPTION
 KA0851
 KA0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0851'AT CLINTON.
 KA0851'AT CLINTON, VERMILLION COUNTY, AT THE NORTHWEST CORNER OF THE
 KA0851'GRASS PLOT AT THE EAST END OF THE CHICAGO AND EASTERN ILLINOIS
 KA0851'RAILROAD STATION, AND 6 YARDS NORTHEAST OF THE NORTHEAST CORNER
 KA0851'OF THE STATION.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP
 KA0851'STAMPED PBM 204 TT 203 AND RIVETED ON THE TOP OF AN IRON PIPE
 KA0851'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- 21 FEET SOUTH OF THE
 KA0851'SOUTH RAIL, AND 4 FEET SOUTHEAST OF A CONCRETE CORNER POST IN THE
 KA0851'FENCE AROUND THE GRASS PLOT.
 KA0851
 KA0851                          STATION RECOVERY (1986)
 KA0851
 KA0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0851'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1533 ***********************************************************************
 KA1533  DESIGNATION -  PBM 205=TT 204
 KA1533  PID         -  KA1533
 KA1533  STATE/COUNTY-  IN/VERMILLION
 KA1533  COUNTRY     -  US
 KA1533  USGS QUAD   -  CLINTON (2019)
 KA1533
 KA1533                         *CURRENT SURVEY CONTROL
 KA1533  ______________________________________________________________________
 KA1533* NAD 83(1986) POSITION- 39 41 50.     (N) 087 23 54.     (W)   SCALED
 KA1533* NAVD 88 ORTHO HEIGHT -   150.760 (meters)      494.62  (feet) ADJUSTED
 KA1533  ______________________________________________________________________
 KA1533  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 KA1533  DYNAMIC HEIGHT  -        150.676 (meters)      494.34  (feet) COMP
 KA1533  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 KA1533
 KA1533  VERT ORDER      -  SECOND    CLASS 0
 KA1533
 KA1533.The horizontal coordinates were scaled from a map and have
 KA1533.an estimated accuracy of +/- 6 seconds.
 KA1533
 KA1533.The orthometric height was determined by differential leveling and
 KA1533.adjusted by the NATIONAL GEODETIC SURVEY
 KA1533.in June 1991.
 KA1533
 KA1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1533.GEOID18 height accuracy estimate available here.
 KA1533
 KA1533.Click photographs - Photos may exist for this station.
 KA1533
 KA1533.The dynamic height is computed by dividing the NAVD 88
 KA1533.geopotential number by the normal gravity value computed on the
 KA1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1533.degrees latitude (g = 980.6199 gals.).
 KA1533
 KA1533.The modeled gravity was interpolated from observed gravity values.
 KA1533
 KA1533;                    North         East    Units  Estimated Accuracy
 KA1533;SPC IN W     -   493,950.      872,980.      MT  (+/- 180 meters Scaled)
 KA1533
 KA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658942(NAD 83)
 KA1533
 KA1533                          SUPERSEDED SURVEY CONTROL
 KA1533
 KA1533  NGVD 29 (??/??/92)  150.865  (m)          494.96   (f) ADJ UNCH    2 0
 KA1533
 KA1533.Superseded values are not recommended for survey control.
 KA1533
 KA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1533.See file dsdata.pdf to determine how the superseded data were derived.
 KA1533
 KA1533_MARKER: P = PIPE CAP
 KA1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1533_STAMPING: PBM 205 TT 204
 KA1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1533
 KA1533  HISTORY     - Date     Condition        Report By
 KA1533  HISTORY     - UNK      MONUMENTED       USACE
 KA1533  HISTORY     - 1938     GOOD             CGS
 KA1533  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1533
 KA1533                          STATION DESCRIPTION
 KA1533
 KA1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1533'2.6 MI N FROM CLINTON.
 KA1533'2.6 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1533'FROM THE STATION AT CLINTON, VERMILLION COUNTY, 0.2 MILE SOUTH
 KA1533'OF MILEPOST 160, 4 RAILS NORTH OF THE CENTER OF A ROAD CROSSING,
 KA1533'AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY
 KA1533'63, 2 RAILS NORTH OF SIGNAL TOWER 160.3, 12 YARDS EAST OF THE
 KA1533'CENTERLINE OF THE HIGHWAY, AND 10 YARDS WEST OF THE WEST RAIL OF
 KA1533'THE SOUTHBOUND TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 KA1533'CAP, STAMPED PBM 205 TT 204 AND RIVETED ON THE TOP OF AN IRON
 KA1533'PIPE PROJECTING 4 INCHES ABOVE GROUND.
 KA1533
 KA1533                          STATION RECOVERY (1986)
 KA1533
 KA1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1533'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1543 ***********************************************************************
 KA1543  DESIGNATION -  PBM 208=TT 207
 KA1543  PID         -  KA1543
 KA1543  STATE/COUNTY-  IN/VERMILLION
 KA1543  COUNTRY     -  US
 KA1543  USGS QUAD   -  DANA (2019)
 KA1543
 KA1543                         *CURRENT SURVEY CONTROL
 KA1543  ______________________________________________________________________
 KA1543* NAD 83(1986) POSITION- 39 48 42.     (N) 087 23 16.     (W)   SCALED
 KA1543* NAVD 88 ORTHO HEIGHT -   150.137 (meters)      492.57  (feet) ADJUSTED
 KA1543  ______________________________________________________________________
 KA1543  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA1543  DYNAMIC HEIGHT  -        150.055 (meters)      492.31  (feet) COMP
 KA1543  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 KA1543
 KA1543  VERT ORDER      -  SECOND    CLASS 0
 KA1543
 KA1543.The horizontal coordinates were scaled from a map and have
 KA1543.an estimated accuracy of +/- 6 seconds.
 KA1543
 KA1543.The orthometric height was determined by differential leveling and
 KA1543.adjusted by the NATIONAL GEODETIC SURVEY
 KA1543.in June 1991.
 KA1543
 KA1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1543.GEOID18 height accuracy estimate available here.
 KA1543
 KA1543.Click photographs - Photos may exist for this station.
 KA1543
 KA1543.The dynamic height is computed by dividing the NAVD 88
 KA1543.geopotential number by the normal gravity value computed on the
 KA1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1543.degrees latitude (g = 980.6199 gals.).
 KA1543
 KA1543.The modeled gravity was interpolated from observed gravity values.
 KA1543
 KA1543;                    North         East    Units  Estimated Accuracy
 KA1543;SPC IN W     -   506,650.      873,930.      MT  (+/- 180 meters Scaled)
 KA1543
 KA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK668069(NAD 83)
 KA1543
 KA1543                          SUPERSEDED SURVEY CONTROL
 KA1543
 KA1543  NGVD 29 (??/??/92)  150.236  (m)          492.90   (f) ADJ UNCH    2 0
 KA1543
 KA1543.Superseded values are not recommended for survey control.
 KA1543
 KA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1543.See file dsdata.pdf to determine how the superseded data were derived.
 KA1543
 KA1543_MARKER: DD = SURVEY DISK
 KA1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1543_SP_SET: CULVERT HEADWALL
 KA1543_STAMPING: PBM 208 TT 207
 KA1543_MARK LOGO: USACE
 KA1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1543+STABILITY: SURFACE MOTION
 KA1543
 KA1543  HISTORY     - Date     Condition        Report By
 KA1543  HISTORY     - UNK      MONUMENTED       USACE
 KA1543  HISTORY     - 1946     GOOD             CGS
 KA1543
 KA1543                          STATION DESCRIPTION
 KA1543
 KA1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1543'1.1 MI N FROM MONTEZUMA.
 KA1543'1.1 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1543'FROM THE STATION AT MONTEZUMA, VERMILLION COUNTY, 0.2 MILE SOUTH
 KA1543'OF MILEPOST 152, 100 FEET SOUTH OF SIGNAL TOWER 152.1, AT THE
 KA1543'CROSSING OF A DIRT ROAD LEADING TO THE SOUTHERN BRICK AND CLAY
 KA1543'CO. PROPERTY, 9 YARDS WEST OF THE WEST RAIL, IN THE TOP OF THE
 KA1543'SOUTH HEADWALL OF A BRICK CULVERT UNDER THE DIRT ROAD, AND ABOUT
 KA1543'1 FOOT HIGHER THAN THE TRACK.  A BRWE               BRONZE,
 KA1543'STAMPED PBM 208 TT 207.  NOTE-- THE SIGNAL TOWER HAS BEEN
 KA1543'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0877 ***********************************************************************
 KA0877  DESIGNATION -  PBM 209 CAP
 KA0877  PID         -  KA0877
 KA0877  STATE/COUNTY-  IN/VERMILLION
 KA0877  COUNTRY     -  US
 KA0877  USGS QUAD   -  DANA (2019)
 KA0877
 KA0877                         *CURRENT SURVEY CONTROL
 KA0877  ______________________________________________________________________
 KA0877* NAD 83(1986) POSITION- 39 51 15.     (N) 087 23 02.     (W)   SCALED
 KA0877* NAVD 88 ORTHO HEIGHT -   156.70  (+/-2cm)      514.1   (feet) VERTCON3
 KA0877  ______________________________________________________________________
 KA0877  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 KA0877  VERT ORDER      -  THIRD (See Below)
 KA0877
 KA0877.The horizontal coordinates were scaled from a map and have
 KA0877.an estimated accuracy of +/- 6 seconds.
 KA0877
 KA0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0877
 KA0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0877.GEOID18 height accuracy estimate available here.
 KA0877
 KA0877.The vertical order pertains to the NGVD 29 superseded value.
 KA0877
 KA0877.Click photographs - Photos may exist for this station.
 KA0877
 KA0877;                    North         East    Units  Estimated Accuracy
 KA0877;SPC IN W     -   511,370.      874,280.      MT  (+/- 180 meters Scaled)
 KA0877
 KA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK671116(NAD 83)
 KA0877
 KA0877                          SUPERSEDED SURVEY CONTROL
 KA0877
 KA0877  NGVD 29 (??/??/??)  156.79   (m)          514.4    (f) RESET       3  
 KA0877
 KA0877.Superseded values are not recommended for survey control.
 KA0877
 KA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0877.See file dsdata.pdf to determine how the superseded data were derived.
 KA0877
 KA0877_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0877_STAMPING: PBM 209 TT 208
 KA0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0877
 KA0877  HISTORY     - Date     Condition        Report By
 KA0877  HISTORY     - UNK      MONUMENTED       USACE
 KA0877  HISTORY     - 1929     GOOD             BRWE
 KA0877
 KA0877                          STATION DESCRIPTION
 KA0877
 KA0877'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1929
 KA0877'3.9 MI N FROM MONTEZUMA.
 KA0877'ON THE CHICAGO AND EASTERN ILLINOIS RAILROAD, 2.4 MILES SOUTH
 KA0877'OF NEWPORT, 33.5 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 KA0877'TRACK, DIRECTLY IN FRONT OF THE RAY BISHOP HOUSE, 36 FEET
 KA0877'SOUTHEAST OF A MAIL BOX, AND 24 FEET EAST OF THE CENTERLINE OF
 KA0877'THE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 KA0877'PBM 209 TT 208 AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1549 ***********************************************************************
 KA1549  DESIGNATION -  PBM 210=TT 209
 KA1549  PID         -  KA1549
 KA1549  STATE/COUNTY-  IN/VERMILLION
 KA1549  COUNTRY     -  US
 KA1549  USGS QUAD   -  NEWPORT (2019)
 KA1549
 KA1549                         *CURRENT SURVEY CONTROL
 KA1549  ______________________________________________________________________
 KA1549* NAD 83(1986) POSITION- 39 53 15.07   (N) 087 23 49.49   (W)   HD_HELD1
 KA1549* NAVD 88 ORTHO HEIGHT -   151.759 (meters)      497.90  (feet) ADJUSTED
 KA1549  ______________________________________________________________________
 KA1549  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 KA1549  DYNAMIC HEIGHT  -        151.677 (meters)      497.63  (feet) COMP
 KA1549  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 KA1549
 KA1549  VERT ORDER      -  SECOND    CLASS 0
 KA1549
 KA1549.The horizontal coordinates were determined by differentially corrected
 KA1549.hand held GPS observations or other comparable positioning techniques
 KA1549.and have an estimated accuracy of +/- 3 meters.
 KA1549
 KA1549.The orthometric height was determined by differential leveling and
 KA1549.adjusted by the NATIONAL GEODETIC SURVEY
 KA1549.in June 1991.
 KA1549
 KA1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1549.GEOID18 height accuracy estimate available here.
 KA1549
 KA1549.Click photographs - Photos may exist for this station.
 KA1549
 KA1549.The dynamic height is computed by dividing the NAVD 88
 KA1549.geopotential number by the normal gravity value computed on the
 KA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1549.degrees latitude (g = 980.6199 gals.).
 KA1549
 KA1549.The modeled gravity was interpolated from observed gravity values.
 KA1549
 KA1549;                    North         East    Units  Estimated Accuracy
 KA1549;SPC IN W     -   515,076.1     873,164.9     MT  (+/- 3 meters HH1 GPS) 
 KA1549
 KA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6604915348(NAD 83)
 KA1549
 KA1549                          SUPERSEDED SURVEY CONTROL
 KA1549
 KA1549  NGVD 29 (??/??/92)  151.836  (m)          498.15   (f) ADJ UNCH    2 0
 KA1549
 KA1549.Superseded values are not recommended for survey control.
 KA1549
 KA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1549.See file dsdata.pdf to determine how the superseded data were derived.
 KA1549
 KA1549_MARKER: DD = SURVEY DISK
 KA1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1549_SP_SET: BRIDGE
 KA1549_STAMPING: PBM 210 TT 209
 KA1549_MARK LOGO: USACE
 KA1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1549
 KA1549  HISTORY     - Date     Condition        Report By
 KA1549  HISTORY     - UNK      MONUMENTED       USACE
 KA1549  HISTORY     - 1953     GOOD             CGS
 KA1549  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1549
 KA1549                          STATION DESCRIPTION
 KA1549
 KA1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KA1549'0.2 MI N FROM NEWPORT.
 KA1549'0.2 MILE NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1549'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, AT THE TOP OF THE
 KA1549'WEST END OF THE NORTH ABUTMENT OF BRIDGE 146.7 OVER A STREAM,
 KA1549'2 YARDS WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK, AND ABOUT
 KA1549'3 INCHES LOWER THAN THE TRACK.  A BRWE               BRONZE
 KA1549'DISK, STAMPED PBM 210 TT 209.  NOTE-- PARTIALLY COVERED BY A
 KA1549'PLANK ON THE BRIDGE.
 KA1549
 KA1549                          STATION RECOVERY (1986)
 KA1549
 KA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0882 ***********************************************************************
 KA0882  DESIGNATION -  PBM 211=TT 210 CAP
 KA0882  PID         -  KA0882
 KA0882  STATE/COUNTY-  IN/VERMILLION
 KA0882  COUNTRY     -  US
 KA0882  USGS QUAD   -  NEWPORT (2019)
 KA0882
 KA0882                         *CURRENT SURVEY CONTROL
 KA0882  ______________________________________________________________________
 KA0882* NAD 83(1986) POSITION- 39 55 03.     (N) 087 25 57.     (W)   SCALED
 KA0882* NAVD 88 ORTHO HEIGHT -   162.03  (+/-2cm)      531.6   (feet) VERTCON3
 KA0882  ______________________________________________________________________
 KA0882  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 KA0882  VERT ORDER      -  THIRD (See Below)
 KA0882
 KA0882.The horizontal coordinates were scaled from a map and have
 KA0882.an estimated accuracy of +/- 6 seconds.
 KA0882
 KA0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0882
 KA0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0882.GEOID18 height accuracy estimate available here.
 KA0882
 KA0882.The vertical order pertains to the NGVD 29 superseded value.
 KA0882
 KA0882.Click photographs - Photos may exist for this station.
 KA0882
 KA0882;                    North         East    Units  Estimated Accuracy
 KA0882;SPC IN W     -   518,420.      870,150.      MT  (+/- 180 meters Scaled)
 KA0882
 KA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK630186(NAD 83)
 KA0882
 KA0882                          SUPERSEDED SURVEY CONTROL
 KA0882
 KA0882  NGVD 29 (??/??/??)  162.09   (m)          531.8    (f) RESET       3  
 KA0882
 KA0882.Superseded values are not recommended for survey control.
 KA0882
 KA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0882.See file dsdata.pdf to determine how the superseded data were derived.
 KA0882
 KA0882_MARKER: R = RIVET
 KA0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0882_STAMPING: PBM 211 TT 210
 KA0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0882
 KA0882  HISTORY     - Date     Condition        Report By
 KA0882  HISTORY     - UNK      MONUMENTED       USACE
 KA0882  HISTORY     - 1929     GOOD             BRWE
 KA0882  HISTORY     - 1953     MARK NOT FOUND   CGS
 KA0882
 KA0882                          STATION DESCRIPTION
 KA0882
 KA0882'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1929
 KA0882'3 MI N FROM NEWPORT.
 KA0882'ON THE CHICAGO AND EASTERN ILLINOIS RAILROAD, ABOUT 500 FEET
 KA0882'SOUTH OF A WATER TANK, 28.1 FEET EAST OF THE EAST RAIL OF THE
 KA0882'NORTH-BOUND TRACK, 7.8 FEET SOUTH OF A POWER POLE 630, AND 2.1
 KA0882'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS, U.S.
 KA0882'ARMY, STANDARD CAP, STAMPED PBM 211 TT 210 AND RIVETED ON THE
 KA0882'TOP OF AN IRON PIPE.  NOTE-- 744 FEET SOUTH OF THE STEEL WATER
 KA0882'TANK AT MILEPOLE 143/28, 540 FEET SOUTH OF THE POINT OF SWITCH
 KA0882'AT THE NORTH END OF THE SOUTH-BOUND SIDING, 148 FEET SOUTH OF
 KA0882'SEMAPHORE 143-8, AND 28.1 FEET EAST OF THE EAST RAIL OF THE
 KA0882'NORTH-BOUND MAIN TRACK.
 KA0882
 KA0882                          STATION RECOVERY (1953)
 KA0882
 KA0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KA0882'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1615 ***********************************************************************
 LB1615  DESIGNATION -  PBM 213=TT 212 CAP
 LB1615  PID         -  LB1615
 LB1615  STATE/COUNTY-  IN/VERMILLION
 LB1615  COUNTRY     -  US
 LB1615  USGS QUAD   -  PERRYSVILLE (2019)
 LB1615
 LB1615                         *CURRENT SURVEY CONTROL
 LB1615  ______________________________________________________________________
 LB1615* NAD 83(1986) POSITION- 40 00 41.     (N) 087 27 38.     (W)   SCALED
 LB1615* NAVD 88 ORTHO HEIGHT -   168.613 (meters)      553.19  (feet) ADJUSTED
 LB1615  ______________________________________________________________________
 LB1615  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 LB1615  DYNAMIC HEIGHT  -        168.525 (meters)      552.90  (feet) COMP
 LB1615  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LB1615
 LB1615  VERT ORDER      -  SECOND    CLASS 0
 LB1615
 LB1615.The horizontal coordinates were scaled from a map and have
 LB1615.an estimated accuracy of +/- 6 seconds.
 LB1615
 LB1615.The orthometric height was determined by differential leveling and
 LB1615.adjusted by the NATIONAL GEODETIC SURVEY
 LB1615.in June 1991.
 LB1615
 LB1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1615.GEOID18 height accuracy estimate available here.
 LB1615
 LB1615.Click photographs - Photos may exist for this station.
 LB1615
 LB1615.The dynamic height is computed by dividing the NAVD 88
 LB1615.geopotential number by the normal gravity value computed on the
 LB1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1615.degrees latitude (g = 980.6199 gals.).
 LB1615
 LB1615.The modeled gravity was interpolated from observed gravity values.
 LB1615
 LB1615;                    North         East    Units  Estimated Accuracy
 LB1615;SPC IN W     -   528,850.      867,790.      MT  (+/- 180 meters Scaled)
 LB1615
 LB1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK606291(NAD 83)
 LB1615
 LB1615                          SUPERSEDED SURVEY CONTROL
 LB1615
 LB1615  NGVD 29 (??/??/92)  168.667  (m)          553.37   (f) ADJ UNCH    2 0
 LB1615
 LB1615.Superseded values are not recommended for survey control.
 LB1615
 LB1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1615.See file dsdata.pdf to determine how the superseded data were derived.
 LB1615
 LB1615_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1615_STAMPING: PBM 213 TT 212
 LB1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1615
 LB1615  HISTORY     - Date     Condition        Report By
 LB1615  HISTORY     - UNK      MONUMENTED       USACE
 LB1615  HISTORY     - 1938     GOOD             CGS
 LB1615  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1615
 LB1615                          STATION DESCRIPTION
 LB1615
 LB1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB1615'2.5 MI S FROM PERRYSVILLE.
 LB1615'2.5 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 LB1615'FROM THE STATION AT PERRYSVILLE, VERMILLION COUNTY, ABOUT 110
 LB1615'YARDS NORTHWEST OF A LARGE YELLOW FARMHOUSE, ONE POLE NORTH OF
 LB1615'POLE 136+35, AT THE NORTHWEST CORNER OF A GRAVEL-ROAD CROSSING,
 LB1615'13 YARDS WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK, 11 YARDS
 LB1615'NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 YARD WEST OF THE
 LB1615'FENCE LINE.  A CORPS OF ENGINEERS, A U.S. ARMY, STANDARD CAP,
 LB1615'STAMPED PBM 213 TT 212 AND RIVETED ON THE TOP OF AN IRON PIPE
 LB1615'PROJECTING 6 INCHES ABOVE GROUND.
 LB1615
 LB1615                          STATION RECOVERY (1986)
 LB1615
 LB1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1482 ***********************************************************************
 LB1482  DESIGNATION -  PBM 216 CAP
 LB1482  PID         -  LB1482
 LB1482  STATE/COUNTY-  IN/WARREN
 LB1482  COUNTRY     -  US
 LB1482  USGS QUAD   -  COVINGTON (2019)
 LB1482
 LB1482                         *CURRENT SURVEY CONTROL
 LB1482  ______________________________________________________________________
 LB1482* NAD 83(1986) POSITION- 40 08 30.     (N) 087 26 00.     (W)   SCALED
 LB1482* NAVD 88 ORTHO HEIGHT -   172.979 (meters)      567.52  (feet) ADJUSTED
 LB1482  ______________________________________________________________________
 LB1482  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 LB1482  DYNAMIC HEIGHT  -        172.891 (meters)      567.23  (feet) COMP
 LB1482  MODELED GRAVITY -    980,111.9   (mgal)                       NAVD 88
 LB1482
 LB1482  VERT ORDER      -  SECOND    CLASS 0
 LB1482
 LB1482.The horizontal coordinates were scaled from a map and have
 LB1482.an estimated accuracy of +/- 6 seconds.
 LB1482
 LB1482.The orthometric height was determined by differential leveling and
 LB1482.adjusted by the NATIONAL GEODETIC SURVEY
 LB1482.in June 1991.
 LB1482
 LB1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1482.GEOID18 height accuracy estimate available here.
 LB1482
 LB1482.Click photographs - Photos may exist for this station.
 LB1482
 LB1482.The dynamic height is computed by dividing the NAVD 88
 LB1482.geopotential number by the normal gravity value computed on the
 LB1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1482.degrees latitude (g = 980.6199 gals.).
 LB1482
 LB1482.The modeled gravity was interpolated from observed gravity values.
 LB1482
 LB1482;                    North         East    Units  Estimated Accuracy
 LB1482;SPC IN W     -   543,310.      870,180.      MT  (+/- 180 meters Scaled)
 LB1482
 LB1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK630435(NAD 83)
 LB1482
 LB1482                          SUPERSEDED SURVEY CONTROL
 LB1482
 LB1482  NGVD 29 (??/??/??)  173.04   (m)          567.7    (f) RESET       3  
 LB1482
 LB1482.Superseded values are not recommended for survey control.
 LB1482
 LB1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1482.See file dsdata.pdf to determine how the superseded data were derived.
 LB1482
 LB1482_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1482_STAMPING: PBM 216 TT 215
 LB1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1482
 LB1482  HISTORY     - Date     Condition        Report By
 LB1482  HISTORY     - UNK      MONUMENTED       USACE
 LB1482  HISTORY     - 1934     GOOD             CGS
 LB1482
 LB1482                          STATION DESCRIPTION
 LB1482
 LB1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1482'6.6 MI N FROM PERRYSVILLE.
 LB1482'ON STATE HIGHWAY 63, ABOUT 2 MILES WEST OF COVINGTON, IN THE
 LB1482'SOUTHWEST ANGLE OF THE INTERSECTION OF OLD STATE HIGHWAY 34, AND
 LB1482'60 FEET SOUTH OF THE EDGE OF THE CONCRETE PAVEMENT ON STATE
 LB1482'HIGHWAY 34.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 LB1482'STAMPED PBM 216 TT 215 AND RIVETED ON THE TOP OF AN IRON PIPE
 LB1482'PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1526 ***********************************************************************
 LB1526  DESIGNATION -  PBM 221 TT 220
 LB1526  PID         -  LB1526
 LB1526  STATE/COUNTY-  IN/FOUNTAIN
 LB1526  COUNTRY     -  US
 LB1526  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1526
 LB1526                         *CURRENT SURVEY CONTROL
 LB1526  ______________________________________________________________________
 LB1526* NAD 83(1986) POSITION- 40 17 43.     (N) 087 15 11.     (W)   SCALED
 LB1526* NAVD 88 ORTHO HEIGHT -   161.914 (meters)      531.21  (feet) ADJUSTED
 LB1526  ______________________________________________________________________
 LB1526  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 LB1526  DYNAMIC HEIGHT  -        161.832 (meters)      530.94  (feet) COMP
 LB1526  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 LB1526
 LB1526  VERT ORDER      -  SECOND    CLASS 0
 LB1526
 LB1526.The horizontal coordinates were scaled from a map and have
 LB1526.an estimated accuracy of +/- 6 seconds.
 LB1526
 LB1526.The orthometric height was determined by differential leveling and
 LB1526.adjusted by the NATIONAL GEODETIC SURVEY
 LB1526.in June 1991.
 LB1526
 LB1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1526.GEOID18 height accuracy estimate available here.
 LB1526
 LB1526.Click photographs - Photos may exist for this station.
 LB1526
 LB1526.The dynamic height is computed by dividing the NAVD 88
 LB1526.geopotential number by the normal gravity value computed on the
 LB1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1526.degrees latitude (g = 980.6199 gals.).
 LB1526
 LB1526.The modeled gravity was interpolated from observed gravity values.
 LB1526
 LB1526;                    North         East    Units  Estimated Accuracy
 LB1526;SPC IN W     -   560,320.      885,570.      MT  (+/- 180 meters Scaled)
 LB1526
 LB1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784605(NAD 83)
 LB1526
 LB1526                          SUPERSEDED SURVEY CONTROL
 LB1526
 LB1526  NGVD 29 (??/??/92)  161.983  (m)          531.44   (f) ADJ UNCH    2 0
 LB1526
 LB1526.Superseded values are not recommended for survey control.
 LB1526
 LB1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1526.See file dsdata.pdf to determine how the superseded data were derived.
 LB1526
 LB1526_MARKER: DD = SURVEY DISK
 LB1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1526_SP_SET: BRIDGE BANISTER
 LB1526_STAMPING: PBM 221 TT 220
 LB1526_MARK LOGO: USACE
 LB1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1526
 LB1526  HISTORY     - Date     Condition        Report By
 LB1526  HISTORY     - UNK      MONUMENTED       USACE
 LB1526  HISTORY     - 1946     GOOD             CGS
 LB1526  HISTORY     - 20100325 MARK NOT FOUND   SEC
 LB1526
 LB1526                          STATION DESCRIPTION
 LB1526
 LB1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1526'AT ATTICA.
 LB1526'AT ATTICA, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 28 FROM THE
 LB1526'POST OFFICE, AT THE EAST END OF THE CONCRETE BRIDGE OVER THE
 LB1526'WABASH RIVER, SET IN THE EAST END OF THE NORTH CONCRETE
 LB1526'BANISTER, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.4
 LB1526'FEET WEST OF THE EAST END OF THE BANISTER, AND ABOUT 3 FEET
 LB1526'ABOVE THE HIGHWAY.  A BROCK AND WEYMOUTH STANDARD DISK, STAMPED
 LB1526'P 221 TT 220.
 LB1526
 LB1526                          STATION RECOVERY (2010)
 LB1526
 LB1526'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2010 (JLK)
 LB1526'MARK NOT FOUND OLD BRIDGE REMOVED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1653 ***********************************************************************
 LB1653  DESIGNATION -  PBM 222 TT 221
 LB1653  PID         -  LB1653
 LB1653  STATE/COUNTY-  IN/FOUNTAIN
 LB1653  COUNTRY     -  US
 LB1653  USGS QUAD   -  ATTICA (2019)
 LB1653
 LB1653                         *CURRENT SURVEY CONTROL
 LB1653  ______________________________________________________________________
 LB1653* NAD 83(1986) POSITION- 40 18 57.     (N) 087 12 02.     (W)   SCALED
 LB1653* NAVD 88 ORTHO HEIGHT -   171.023 (meters)      561.10  (feet) ADJUSTED
 LB1653  ______________________________________________________________________
 LB1653  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 LB1653  DYNAMIC HEIGHT  -        170.937 (meters)      560.82  (feet) COMP
 LB1653  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 LB1653
 LB1653  VERT ORDER      -  SECOND    CLASS 0
 LB1653
 LB1653.The horizontal coordinates were scaled from a map and have
 LB1653.an estimated accuracy of +/- 6 seconds.
 LB1653
 LB1653.The orthometric height was determined by differential leveling and
 LB1653.adjusted by the NATIONAL GEODETIC SURVEY
 LB1653.in June 1991.
 LB1653
 LB1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1653.GEOID18 height accuracy estimate available here.
 LB1653
 LB1653.Click photographs - Photos may exist for this station.
 LB1653
 LB1653.The dynamic height is computed by dividing the NAVD 88
 LB1653.geopotential number by the normal gravity value computed on the
 LB1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1653.degrees latitude (g = 980.6199 gals.).
 LB1653
 LB1653.The modeled gravity was interpolated from observed gravity values.
 LB1653
 LB1653;                    North         East    Units  Estimated Accuracy
 LB1653;SPC IN W     -   562,590.      890,040.      MT  (+/- 180 meters Scaled)
 LB1653
 LB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK829628(NAD 83)
 LB1653
 LB1653                          SUPERSEDED SURVEY CONTROL
 LB1653
 LB1653  NGVD 29 (??/??/92)  171.097  (m)          561.34   (f) ADJ UNCH    2 0
 LB1653
 LB1653.Superseded values are not recommended for survey control.
 LB1653
 LB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1653.See file dsdata.pdf to determine how the superseded data were derived.
 LB1653
 LB1653_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1653_STAMPING: PBM 222 TT 221
 LB1653_MARK LOGO: USACE
 LB1653_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1653
 LB1653  HISTORY     - Date     Condition        Report By
 LB1653  HISTORY     - UNK      MONUMENTED       USACE
 LB1653  HISTORY     - 1946     GOOD             CGS
 LB1653
 LB1653                          STATION DESCRIPTION
 LB1653
 LB1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1653'2 MI SW FROM RIVERSIDE.
 LB1653'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSS
 LB1653'ROAD AT RIVERSIDE, ABOUT 2.7 MILES NORTHEAST ALONG A ROAD LEADING
 LB1653'TO RIVERSIDE FROM THE WABASH RAILROAD STATION AT ATTICA, 123 FEET
 LB1653'EAST OF THE EAST CORNER OF A TWO STORY WHITE HOUSE, 51 FEET
 LB1653'NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF
 LB1653'POLE NO. 6-071-94, 19 FEET SOUTHEAST OF A 12 INCH ELM TREE, 2
 LB1653'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB1653'WITH THE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 LB1653'STAMPED PBM 222 TT 221 AND RIVETED ON THE TOP OF AN IRON PIPE
 LB1653'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1649 ***********************************************************************
 LB1649  DESIGNATION -  PBM 223 TT 222 CAP
 LB1649  PID         -  LB1649
 LB1649  STATE/COUNTY-  IN/FOUNTAIN
 LB1649  COUNTRY     -  US
 LB1649  USGS QUAD   -  ATTICA (2019)
 LB1649
 LB1649                         *CURRENT SURVEY CONTROL
 LB1649  ______________________________________________________________________
 LB1649* NAD 83(1986) POSITION- 40 19 43.     (N) 087 09 21.     (W)   SCALED
 LB1649* NAVD 88 ORTHO HEIGHT -   165.769 (meters)      543.86  (feet) ADJUSTED
 LB1649  ______________________________________________________________________
 LB1649  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 LB1649  DYNAMIC HEIGHT  -        165.686 (meters)      543.59  (feet) COMP
 LB1649  MODELED GRAVITY -    980,124.5   (mgal)                       NAVD 88
 LB1649
 LB1649  VERT ORDER      -  SECOND    CLASS 0
 LB1649
 LB1649.The horizontal coordinates were scaled from a map and have
 LB1649.an estimated accuracy of +/- 6 seconds.
 LB1649
 LB1649.The orthometric height was determined by differential leveling and
 LB1649.adjusted by the NATIONAL GEODETIC SURVEY
 LB1649.in June 1991.
 LB1649
 LB1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1649.GEOID18 height accuracy estimate available here.
 LB1649
 LB1649.Click photographs - Photos may exist for this station.
 LB1649
 LB1649.The dynamic height is computed by dividing the NAVD 88
 LB1649.geopotential number by the normal gravity value computed on the
 LB1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1649.degrees latitude (g = 980.6199 gals.).
 LB1649
 LB1649.The modeled gravity was interpolated from observed gravity values.
 LB1649
 LB1649;                    North         East    Units  Estimated Accuracy
 LB1649;SPC IN W     -   564,010.      893,840.      MT  (+/- 180 meters Scaled)
 LB1649
 LB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK867642(NAD 83)
 LB1649
 LB1649                          SUPERSEDED SURVEY CONTROL
 LB1649
 LB1649  NGVD 29 (??/??/92)  165.846  (m)          544.11   (f) ADJ UNCH    2 0
 LB1649
 LB1649.Superseded values are not recommended for survey control.
 LB1649
 LB1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1649.See file dsdata.pdf to determine how the superseded data were derived.
 LB1649
 LB1649_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1649_STAMPING: PBM 223 TT 222
 LB1649_MARK LOGO: USACE
 LB1649_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1649
 LB1649  HISTORY     - Date     Condition        Report By
 LB1649  HISTORY     - UNK      MONUMENTED       USACE
 LB1649  HISTORY     - 1946     GOOD             CGS
 LB1649
 LB1649                          STATION DESCRIPTION
 LB1649
 LB1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1649'0.7 MI NE FROM RIVERSIDE.
 LB1649'ABOUT 0.7 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE CROSS ROAD
 LB1649'AT RIVERSIDE, AT A PRIVATE ROAD CROSSING THE WABASH RAILROAD,
 LB1649'UNDER A SMALL ELM TREE, ABOUT 0.1 MILE EAST OF A STEEL BRIDGE
 LB1649'OVER A CREEK, 72 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 42
 LB1649'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE
 LB1649'CENTER LINE OF THE PRIVATE ROAD, AND 2 FEET SOUTH OF A WHITE
 LB1649'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 LB1649'CAP, STAMPED PBM 223 TT 222 AND RIVETED ON THE TOP OF AN IRON
 LB1649'PIPE.  NOTE-- STAMPING ON MARK IS BARELY LEGIBLE AND IT IS
 LB1649'DOUBTFUL IF IT COULD BE RECOGNIZED IF NOT KNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1646 ***********************************************************************
 LB1646  DESIGNATION -  PBM 224 TT 223 BOLT
 LB1646  PID         -  LB1646
 LB1646  STATE/COUNTY-  IN/FOUNTAIN
 LB1646  COUNTRY     -  US
 LB1646  USGS QUAD   -  WESTPOINT (2019)
 LB1646
 LB1646                         *CURRENT SURVEY CONTROL
 LB1646  ______________________________________________________________________
 LB1646* NAD 83(1986) POSITION- 40 20 40.     (N) 087 06 23.     (W)   SCALED
 LB1646* NAVD 88 ORTHO HEIGHT -   177.782 (meters)      583.27  (feet) ADJUSTED
 LB1646  ______________________________________________________________________
 LB1646  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 LB1646  DYNAMIC HEIGHT  -        177.695 (meters)      582.99  (feet) COMP
 LB1646  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 LB1646
 LB1646  VERT ORDER      -  SECOND    CLASS 0
 LB1646
 LB1646.The horizontal coordinates were scaled from a map and have
 LB1646.an estimated accuracy of +/- 6 seconds.
 LB1646
 LB1646.The orthometric height was determined by differential leveling and
 LB1646.adjusted by the NATIONAL GEODETIC SURVEY
 LB1646.in June 1991.
 LB1646
 LB1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1646.GEOID18 height accuracy estimate available here.
 LB1646
 LB1646.Click photographs - Photos may exist for this station.
 LB1646
 LB1646.The dynamic height is computed by dividing the NAVD 88
 LB1646.geopotential number by the normal gravity value computed on the
 LB1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1646.degrees latitude (g = 980.6199 gals.).
 LB1646
 LB1646.The modeled gravity was interpolated from observed gravity values.
 LB1646
 LB1646;                    North         East    Units  Estimated Accuracy
 LB1646;SPC IN W     -   565,760.      898,040.      MT  (+/- 180 meters Scaled)
 LB1646
 LB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909659(NAD 83)
 LB1646
 LB1646                          SUPERSEDED SURVEY CONTROL
 LB1646
 LB1646  NGVD 29 (??/??/92)  177.862  (m)          583.54   (f) ADJ UNCH    2 0
 LB1646
 LB1646.Superseded values are not recommended for survey control.
 LB1646
 LB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1646.See file dsdata.pdf to determine how the superseded data were derived.
 LB1646
 LB1646_MARKER: B = BOLT
 LB1646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1646_STAMPING: PBM 224 TT 223
 LB1646_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1646
 LB1646  HISTORY     - Date     Condition        Report By
 LB1646  HISTORY     - UNK      MONUMENTED       USACE
 LB1646  HISTORY     - 1946     GOOD             CGS
 LB1646
 LB1646                          STATION DESCRIPTION
 LB1646
 LB1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1646'3.9 MI SW FROM WEST POINT.
 LB1646'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1646'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 3.5 MILES WEST ALONG
 LB1646'A GRAVEL ROAD LEADING TO RIVERSIDE AND ATTICA, ABOUT 3.65 MILES
 LB1646'NORTHEAST OF THE CROSS ROAD AT RIVERSIDE, AT A T JUNCTION OF A
 LB1646'ROAD LEADING SOUTH, 61 FEET SOUTH OF THE SOUTH RAIL OF THE WABASH
 LB1646'RAILROAD, 39 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 LB1646'6.5 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE
 LB1646'WOODEN WITNESS POST, AND ABOUT 3 FEET BELOW THE RAILROAD.  A
 LB1646'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED PBM 224 TT
 LB1646'223 AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1645 ***********************************************************************
 LB1645  DESIGNATION -  PBM 224 TT 223 CAP
 LB1645  PID         -  LB1645
 LB1645  STATE/COUNTY-  IN/FOUNTAIN
 LB1645  COUNTRY     -  US
 LB1645  USGS QUAD   -  WESTPOINT (2019)
 LB1645
 LB1645                         *CURRENT SURVEY CONTROL
 LB1645  ______________________________________________________________________
 LB1645* NAD 83(1986) POSITION- 40 20 40.     (N) 087 06 23.     (W)   SCALED
 LB1645* NAVD 88 ORTHO HEIGHT -   179.010 (meters)      587.30  (feet) ADJUSTED
 LB1645  ______________________________________________________________________
 LB1645  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 LB1645  DYNAMIC HEIGHT  -        178.922 (meters)      587.01  (feet) COMP
 LB1645  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 LB1645
 LB1645  VERT ORDER      -  SECOND    CLASS 0
 LB1645
 LB1645.The horizontal coordinates were scaled from a map and have
 LB1645.an estimated accuracy of +/- 6 seconds.
 LB1645
 LB1645.The orthometric height was determined by differential leveling and
 LB1645.adjusted by the NATIONAL GEODETIC SURVEY
 LB1645.in June 1991.
 LB1645
 LB1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1645.GEOID18 height accuracy estimate available here.
 LB1645
 LB1645.Click photographs - Photos may exist for this station.
 LB1645
 LB1645.The dynamic height is computed by dividing the NAVD 88
 LB1645.geopotential number by the normal gravity value computed on the
 LB1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1645.degrees latitude (g = 980.6199 gals.).
 LB1645
 LB1645.The modeled gravity was interpolated from observed gravity values.
 LB1645
 LB1645;                    North         East    Units  Estimated Accuracy
 LB1645;SPC IN W     -   565,760.      898,040.      MT  (+/- 180 meters Scaled)
 LB1645
 LB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909659(NAD 83)
 LB1645
 LB1645                          SUPERSEDED SURVEY CONTROL
 LB1645
 LB1645  NGVD 29 (??/??/92)  179.090  (m)          587.56   (f) ADJ UNCH    2 0
 LB1645
 LB1645.Superseded values are not recommended for survey control.
 LB1645
 LB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1645.See file dsdata.pdf to determine how the superseded data were derived.
 LB1645
 LB1645_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1645_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1645_STAMPING: PBM 224 TT 233
 LB1645_MARK LOGO: USACE
 LB1645_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1645
 LB1645  HISTORY     - Date     Condition        Report By
 LB1645  HISTORY     - UNK      MONUMENTED       USACE
 LB1645  HISTORY     - 1946     GOOD             CGS
 LB1645
 LB1645                          STATION DESCRIPTION
 LB1645
 LB1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1645'3.9 MI SW FROM WEST POINT.
 LB1645'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1645'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 3.5 MILES WEST ALONG
 LB1645'A GRAVEL ROAD LEADING TO RIVERSIDE AND ATTICA, ABOUT 3.65 MILES
 LB1645'NORTHEAST OF THE CROSS ROAD AT RIVERSIDE, AT A T JUNCTION OF A
 LB1645'ROAD LEADING SOUTH, 61 FEET SOUTH OF THE SOUTH RAIL OF THE WABASH
 LB1645'RAILROAD, 39 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 6.5
 LB1645'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 LB1645'WITNESS POST, AND ABOUT 3 FEET BELOW THE RAILROAD.  A CORPS OF
 LB1645'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED PBM 224 TT 223 AND
 LB1645'RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1506 ***********************************************************************
 LB1506  DESIGNATION -  PBM 226
 LB1506  PID         -  LB1506
 LB1506  STATE/COUNTY-  IN/TIPPECANOE
 LB1506  COUNTRY     -  US
 LB1506  USGS QUAD   -  OTTERBEIN (2019)
 LB1506
 LB1506                         *CURRENT SURVEY CONTROL
 LB1506  ______________________________________________________________________
 LB1506* NAD 83(1986) POSITION- 40 24 41.     (N) 087 02 10.     (W)   SCALED
 LB1506* NAVD 88 ORTHO HEIGHT -   161.46  (+/-2cm)      529.7   (feet) VERTCON3
 LB1506  ______________________________________________________________________
 LB1506  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 LB1506  VERT ORDER      -  THIRD (See Below)
 LB1506
 LB1506.The horizontal coordinates were scaled from a map and have
 LB1506.an estimated accuracy of +/- 6 seconds.
 LB1506
 LB1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB1506
 LB1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1506.GEOID18 height accuracy estimate available here.
 LB1506
 LB1506.The vertical order pertains to the NGVD 29 superseded value.
 LB1506
 LB1506.Click photographs - Photos may exist for this station.
 LB1506
 LB1506;                    North         East    Units  Estimated Accuracy
 LB1506;SPC IN W     -   573,200.      904,010.      MT  (+/- 180 meters Scaled)
 LB1506
 LB1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK969734(NAD 83)
 LB1506
 LB1506                          SUPERSEDED SURVEY CONTROL
 LB1506
 LB1506  NGVD 29 (??/??/??)  161.55   (m)          530.0    (f) RESET       3  
 LB1506
 LB1506.Superseded values are not recommended for survey control.
 LB1506
 LB1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1506.See file dsdata.pdf to determine how the superseded data were derived.
 LB1506
 LB1506_MARKER: DD = SURVEY DISK
 LB1506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1506_SP_SET: BRIDGE ABUTMENT
 LB1506_STAMPING: P 226
 LB1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1506
 LB1506  HISTORY     - Date     Condition        Report By
 LB1506  HISTORY     - UNK      MONUMENTED       USACE
 LB1506  HISTORY     - 1934     GOOD             CGS
 LB1506
 LB1506                          STATION DESCRIPTION
 LB1506
 LB1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1506'8.7 MI SW FROM LAFAYETTE.
 LB1506'AT THE SOUTH END OF GRANVILLE BRIDGE OVER WABASH RIVER, AND ON THE
 LB1506'WEST SIDE OF THE SOUTH ABUTMENT.  A BROCK AND WEYMOUTH STANDARD
 LB1506'DISK, REPORTED TO BE STAMPED P 226.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0874 ***********************************************************************
 LB0874  DESIGNATION -  PBM 230
 LB0874  PID         -  LB0874
 LB0874  STATE/COUNTY-  IN/TIPPECANOE
 LB0874  COUNTRY     -  US
 LB0874  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0874
 LB0874                         *CURRENT SURVEY CONTROL
 LB0874  ______________________________________________________________________
 LB0874* NAD 83(1986) POSITION- 40 28 35.34   (N) 086 52 00.51   (W)   HD_HELD1
 LB0874* NAVD 88 ORTHO HEIGHT -   164.963 (meters)      541.22  (feet) ADJUSTED
 LB0874  ______________________________________________________________________
 LB0874  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 LB0874  DYNAMIC HEIGHT  -        164.882 (meters)      540.95  (feet) COMP
 LB0874  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 LB0874
 LB0874  VERT ORDER      -  SECOND    CLASS 0
 LB0874
 LB0874.The horizontal coordinates were determined by differentially corrected
 LB0874.hand held GPS observations or other comparable positioning techniques
 LB0874.and have an estimated accuracy of +/- 3 meters.
 LB0874
 LB0874.The orthometric height was determined by differential leveling and
 LB0874.adjusted by the NATIONAL GEODETIC SURVEY
 LB0874.in June 1991.
 LB0874
 LB0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0874.GEOID18 height accuracy estimate available here.
 LB0874
 LB0874.Click photographs - Photos may exist for this station.
 LB0874
 LB0874.The dynamic height is computed by dividing the NAVD 88
 LB0874.geopotential number by the normal gravity value computed on the
 LB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0874.degrees latitude (g = 980.6199 gals.).
 LB0874
 LB0874.The modeled gravity was interpolated from observed gravity values.
 LB0874
 LB0874;                    North         East    Units  Estimated Accuracy
 LB0874;SPC IN W     -   580,446.7     918,360.1     MT  (+/- 3 meters HH1 GPS) 
 LB0874
 LB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1128980652(NAD 83)
 LB0874
 LB0874                          SUPERSEDED SURVEY CONTROL
 LB0874
 LB0874  NGVD 29 (??/??/92)  165.064  (m)          541.55   (f) ADJ UNCH    2 0
 LB0874
 LB0874.Superseded values are not recommended for survey control.
 LB0874
 LB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0874.See file dsdata.pdf to determine how the superseded data were derived.
 LB0874
 LB0874_MARKER: DD = SURVEY DISK
 LB0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0874_SP_SET: BRIDGE ABUTMENT
 LB0874_STAMPING: PBM 230
 LB0874_MARK LOGO: BRWE
 LB0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0874
 LB0874  HISTORY     - Date     Condition        Report By
 LB0874  HISTORY     - UNK      MONUMENTED       BRWE
 LB0874  HISTORY     - 1935     GOOD             CGS
 LB0874
 LB0874                          STATION DESCRIPTION
 LB0874
 LB0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0874'4.2 MI N FROM LA FAYETTE.
 LB0874'4.2 MILES NORTH ALONG THE CHICAGO TO LOUISVILLE DIVISION OF THE
 LB0874'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION
 LB0874'AT LA FAYETTE, TIPPECANOE COUNTY, 0.3 MILE NORTH OF MILEPOST 116,
 LB0874'10.4 FEET EAST OF THE EAST RAIL, ON THE EAST END OF THE NORTH
 LB0874'ABUTMENT OF RAILROAD BRIDGE 115.7 OVER THE WABASH RIVER, AND
 LB0874'1-1/2 FEET LOWER THAN THE TRACK.  A BROCK AND WEYMOUTH BRONZE
 LB0874'DISK, STAMPED PBM 230.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0977 ***********************************************************************
 LB0977  DESIGNATION -  PBM 235
 LB0977  PID         -  LB0977
 LB0977  STATE/COUNTY-  IN/CARROLL
 LB0977  COUNTRY     -  US
 LB0977  USGS QUAD   -  DELPHI (2019)
 LB0977
 LB0977                         *CURRENT SURVEY CONTROL
 LB0977  ______________________________________________________________________
 LB0977* NAD 83(1986) POSITION- 40 35 14.     (N) 086 40 33.     (W)   SCALED
 LB0977* NAVD 88 ORTHO HEIGHT -   170.002 (meters)      557.75  (feet) ADJUSTED
 LB0977  ______________________________________________________________________
 LB0977  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 LB0977  DYNAMIC HEIGHT  -        169.920 (meters)      557.48  (feet) COMP
 LB0977  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 LB0977
 LB0977  VERT ORDER      -  SECOND    CLASS 0
 LB0977
 LB0977.The horizontal coordinates were scaled from a map and have
 LB0977.an estimated accuracy of +/- 6 seconds.
 LB0977
 LB0977.The orthometric height was determined by differential leveling and
 LB0977.adjusted by the NATIONAL GEODETIC SURVEY
 LB0977.in June 1991.
 LB0977
 LB0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0977.GEOID18 height accuracy estimate available here.
 LB0977
 LB0977.Click photographs - Photos may exist for this station.
 LB0977
 LB0977.The dynamic height is computed by dividing the NAVD 88
 LB0977.geopotential number by the normal gravity value computed on the
 LB0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0977.degrees latitude (g = 980.6199 gals.).
 LB0977
 LB0977.The modeled gravity was interpolated from observed gravity values.
 LB0977
 LB0977;                    North         East    Units  Estimated Accuracy
 LB0977;SPC IN W     -   592,800.      934,500.      MT  (+/- 180 meters Scaled)
 LB0977
 LB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK274929(NAD 83)
 LB0977
 LB0977                          SUPERSEDED SURVEY CONTROL
 LB0977
 LB0977  NGVD 29 (??/??/92)  170.113  (m)          558.11   (f) ADJ UNCH    2 0
 LB0977
 LB0977.Superseded values are not recommended for survey control.
 LB0977
 LB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0977.See file dsdata.pdf to determine how the superseded data were derived.
 LB0977
 LB0977_MARKER: P = PIPE CAP
 LB0977_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0977_STAMPING: PBM 235 TT 234
 LB0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0977
 LB0977  HISTORY     - Date     Condition        Report By
 LB0977  HISTORY     - UNK      MONUMENTED       BRWE
 LB0977  HISTORY     - 1946     GOOD             CGS
 LB0977  HISTORY     - 20220601 MARK NOT FOUND   BFSINC
 LB0977
 LB0977                          STATION DESCRIPTION
 LB0977
 LB0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0977'AT DELPHI.
 LB0977'AT DELPHI, AT THE INTERSECTION OF MARKET AND WEST MONROE STREETS,
 LB0977'52.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WABASH RAILWAY
 LB0977'STATION, 18.5 FEET WEST OF THE WEST CURBING OF MARKET STREET,
 LB0977'17.5 FEET NORTH OF THE NORTH CURBING OF WEST MONROE STREET, 20
 LB0977'FEET NORTHWEST OF A LAMP POST.  A BROCK AND WEYMOUTH STANDARD
 LB0977'CAP BOLTED TO AN IRON PIPE PROJECTING 3 INCHES ABOVE GROUND,
 LB0977'STAMPED PBM 235 TT 234.
 LB0977
 LB0977                          STATION RECOVERY (2022)
 LB0977
 LB0977'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2022 (GG)
 LB0977'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0948 ***********************************************************************
 LB0948  DESIGNATION -  PBM 238
 LB0948  PID         -  LB0948
 LB0948  STATE/COUNTY-  IN/CARROLL
 LB0948  COUNTRY     -  US
 LB0948  USGS QUAD   -  BURROWS (2019)
 LB0948
 LB0948                         *CURRENT SURVEY CONTROL
 LB0948  ______________________________________________________________________
 LB0948* NAD 83(1986) POSITION- 40 41 57.     (N) 086 34 24.     (W)   SCALED
 LB0948* NAVD 88 ORTHO HEIGHT -   176.924 (meters)      580.46  (feet) ADJUSTED
 LB0948  ______________________________________________________________________
 LB0948  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LB0948  DYNAMIC HEIGHT  -        176.841 (meters)      580.19  (feet) COMP
 LB0948  MODELED GRAVITY -    980,153.1   (mgal)                       NAVD 88
 LB0948
 LB0948  VERT ORDER      -  SECOND    CLASS 0
 LB0948
 LB0948.The horizontal coordinates were scaled from a map and have
 LB0948.an estimated accuracy of +/- 6 seconds.
 LB0948
 LB0948.The orthometric height was determined by differential leveling and
 LB0948.adjusted by the NATIONAL GEODETIC SURVEY
 LB0948.in June 1991.
 LB0948
 LB0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0948.GEOID18 height accuracy estimate available here.
 LB0948
 LB0948.Click photographs - Photos may exist for this station.
 LB0948
 LB0948.The dynamic height is computed by dividing the NAVD 88
 LB0948.geopotential number by the normal gravity value computed on the
 LB0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0948.degrees latitude (g = 980.6199 gals.).
 LB0948
 LB0948.The modeled gravity was interpolated from observed gravity values.
 LB0948
 LB0948;                    North         East    Units  Estimated Accuracy
 LB0948;SPC IN W     -   605,280.      943,100.      MT  (+/- 180 meters Scaled)
 LB0948
 LB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL360054(NAD 83)
 LB0948
 LB0948                          SUPERSEDED SURVEY CONTROL
 LB0948
 LB0948  NGVD 29 (??/??/92)  177.035  (m)          580.82   (f) ADJ UNCH    2 0
 LB0948
 LB0948.Superseded values are not recommended for survey control.
 LB0948
 LB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0948.See file dsdata.pdf to determine how the superseded data were derived.
 LB0948
 LB0948_MARKER: P = PIPE CAP
 LB0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0948_STAMPING: PBM 238
 LB0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0948
 LB0948  HISTORY     - Date     Condition        Report By
 LB0948  HISTORY     - UNK      MONUMENTED       BRWE
 LB0948  HISTORY     - 1946     GOOD             CGS
 LB0948
 LB0948                          STATION DESCRIPTION
 LB0948
 LB0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0948'AT LOCKPORT.
 LB0948'AT LOCKPORT, IN THE NORTH QUARTER OF THE CROSS ROADS, ABOUT 0.4
 LB0948'MILE NORTH OF THE NORTH END OF WABASH RIVER BRIDGE, 20 FEET
 LB0948'NORTHEAST OF THE MAIN ROAD, 33 FEET NORTHWEST OF THE CENTER LINE
 LB0948'OF THE NORTHEAST-SOUTHWEST ROAD, 6 FEET NORTHWEST OF A 34-INCH
 LB0948'ELM TREE, 21 FEET SOUTHWEST OF A WELL PUMP AND ABOUT 2 FEET HIGHER
 LB0948'THAN ROAD LEVEL.  A BROCK AND WEYMOUTH STANDARD CAP, STAMPED PBM
 LB0948'238 AND BOLTED ON AN IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0224 ***********************************************************************
 LB0224  DESIGNATION -  PBM 246
 LB0224  PID         -  LB0224
 LB0224  STATE/COUNTY-  IN/MIAMI
 LB0224  COUNTRY     -  US
 LB0224  USGS QUAD   -  TWELVE MILE (2019)
 LB0224
 LB0224                         *CURRENT SURVEY CONTROL
 LB0224  ______________________________________________________________________
 LB0224* NAD 83(1986) POSITION- 40 45 13.     (N) 086 08 11.     (W)   SCALED
 LB0224* NAVD 88 ORTHO HEIGHT -   196.053 (meters)      643.22  (feet) ADJUSTED
 LB0224  ______________________________________________________________________
 LB0224  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LB0224  DYNAMIC HEIGHT  -        195.959 (meters)      642.91  (feet) COMP
 LB0224  MODELED GRAVITY -    980,140.4   (mgal)                       NAVD 88
 LB0224
 LB0224  VERT ORDER      -  SECOND    CLASS 0
 LB0224
 LB0224.The horizontal coordinates were scaled from a map and have
 LB0224.an estimated accuracy of +/- 6 seconds.
 LB0224
 LB0224.The orthometric height was determined by differential leveling and
 LB0224.adjusted by the NATIONAL GEODETIC SURVEY
 LB0224.in June 1991.
 LB0224
 LB0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0224.GEOID18 height accuracy estimate available here.
 LB0224
 LB0224.Click photographs - Photos may exist for this station.
 LB0224
 LB0224.The dynamic height is computed by dividing the NAVD 88
 LB0224.geopotential number by the normal gravity value computed on the
 LB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0224.degrees latitude (g = 980.6199 gals.).
 LB0224
 LB0224.The modeled gravity was interpolated from observed gravity values.
 LB0224
 LB0224;                    North         East    Units  Estimated Accuracy
 LB0224;SPC IN E     -   611,300.       60,330.      MT  (+/- 180 meters Scaled)
 LB0224
 LB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL729117(NAD 83)
 LB0224
 LB0224                          SUPERSEDED SURVEY CONTROL
 LB0224
 LB0224  NGVD 29 (??/??/92)  196.180  (m)          643.63   (f) ADJ UNCH    2 0
 LB0224
 LB0224.Superseded values are not recommended for survey control.
 LB0224
 LB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0224.See file dsdata.pdf to determine how the superseded data were derived.
 LB0224
 LB0224_MARKER: DD = SURVEY DISK
 LB0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0224_SP_SET: BRIDGE GUARD WALL
 LB0224_STAMPING: PBM 246
 LB0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0224
 LB0224  HISTORY     - Date     Condition        Report By
 LB0224  HISTORY     - UNK      MONUMENTED       BRWE
 LB0224  HISTORY     - 1946     GOOD             CGS
 LB0224  HISTORY     - 1961     GOOD             LOCSUR
 LB0224  HISTORY     - 20151221 MARK NOT FOUND   INDOT
 LB0224
 LB0224                          STATION DESCRIPTION
 LB0224
 LB0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0224'3.6 MI W FROM PERU.
 LB0224'ABOUT 3 MILES WEST OF PERU, 15 MILES EAST OF LOGANSPORT, ON U.S.
 LB0224'ROAD NO. 24, ON WEST END OF NORTH GUARD WALL OF CONCRETE BRIDGE
 LB0224'OVER SMALL CREEK, BROCK AND WEYMOUTH BRONZE TABLET STAMPED
 LB0224'P.B.M. 246 (THIS BENCH WAS SET BY A DOUBLE RUN SPUR LINE FROM TIE
 LB0224'ON MAIN LINE).
 LB0224
 LB0224                          STATION RECOVERY (1961)
 LB0224
 LB0224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0224'RECOVERED IN GOOD CONDITION.
 LB0224
 LB0224                          STATION RECOVERY (2015)
 LB0224
 LB0224'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB0224'MARK NOT FOUND. DISK IN STRUCTURE NOW READS PBM 246 RESET 1968
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1669 ***********************************************************************
 LA1669  DESIGNATION -  PBM 250
 LA1669  PID         -  LA1669
 LA1669  STATE/COUNTY-  IN/WABASH
 LA1669  COUNTRY     -  US
 LA1669  USGS QUAD   -  RICHVALLEY (2019)
 LA1669
 LA1669                         *CURRENT SURVEY CONTROL
 LA1669  ______________________________________________________________________
 LA1669* NAD 83(1986) POSITION- 40 47 23.     (N) 085 54 06.     (W)   SCALED
 LA1669* NAVD 88 ORTHO HEIGHT -   209.109 (meters)      686.05  (feet) ADJUSTED
 LA1669  ______________________________________________________________________
 LA1669  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA1669  DYNAMIC HEIGHT  -        209.009 (meters)      685.72  (feet) COMP
 LA1669  MODELED GRAVITY -    980,141.1   (mgal)                       NAVD 88
 LA1669
 LA1669  VERT ORDER      -  SECOND    CLASS 0
 LA1669
 LA1669.The horizontal coordinates were scaled from a map and have
 LA1669.an estimated accuracy of +/- 6 seconds.
 LA1669
 LA1669.The orthometric height was determined by differential leveling and
 LA1669.adjusted by the NATIONAL GEODETIC SURVEY
 LA1669.in June 1991.
 LA1669
 LA1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1669.GEOID18 height accuracy estimate available here.
 LA1669
 LA1669.Click photographs - Photos may exist for this station.
 LA1669
 LA1669.The dynamic height is computed by dividing the NAVD 88
 LA1669.geopotential number by the normal gravity value computed on the
 LA1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1669.degrees latitude (g = 980.6199 gals.).
 LA1669
 LA1669.The modeled gravity was interpolated from observed gravity values.
 LA1669
 LA1669;                    North         East    Units  Estimated Accuracy
 LA1669;SPC IN E     -   615,230.       80,170.      MT  (+/- 180 meters Scaled)
 LA1669
 LA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL926159(NAD 83)
 LA1669
 LA1669                          SUPERSEDED SURVEY CONTROL
 LA1669
 LA1669  NGVD 29 (??/??/92)  209.232  (m)          686.46   (f) ADJ UNCH    2 0
 LA1669
 LA1669.Superseded values are not recommended for survey control.
 LA1669
 LA1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1669.See file dsdata.pdf to determine how the superseded data were derived.
 LA1669
 LA1669_MARKER: DD = SURVEY DISK
 LA1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1669_SP_SET: ABUTMENT
 LA1669_STAMPING: PBM 250
 LA1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1669
 LA1669  HISTORY     - Date     Condition        Report By
 LA1669  HISTORY     - UNK      MONUMENTED       BRWE
 LA1669  HISTORY     - 1963     GOOD             CGS
 LA1669
 LA1669                          STATION DESCRIPTION
 LA1669
 LA1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LA1669'1 MI E FROM RICH VALLEY.
 LA1669'1.0 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LA1669'RICH VALLEY, WABASH COUNTY, 0.3 MILE WEST OF MILEPOST 295,
 LA1669'32 RAILS EAST OF THE U.S. HIGHWAY 24 OVERPASS, 2 YARDS NORTH
 LA1669'OF THE NORTH RAIL, AT BRIDGE 439, AND IN THE TOP OF THE
 LA1669'NORTH END OF THE WEST ABUTMENT.  A BROCK AND WEYMOUTH, INC.
 LA1669'BRONZE DISK, STAMPED P.B.M. 250.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1706 ***********************************************************************
 LA1706  DESIGNATION -  PBM 251
 LA1706  PID         -  LA1706
 LA1706  STATE/COUNTY-  IN/WABASH
 LA1706  COUNTRY     -  US
 LA1706  USGS QUAD   -  WABASH (2019)
 LA1706
 LA1706                         *CURRENT SURVEY CONTROL
 LA1706  ______________________________________________________________________
 LA1706* NAD 83(1986) POSITION- 40 47 43.     (N) 085 51 54.     (W)   SCALED
 LA1706* NAVD 88 ORTHO HEIGHT -   216.97  (+/-2cm)      711.8   (feet) VERTCON3
 LA1706  ______________________________________________________________________
 LA1706  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 LA1706  VERT ORDER      -  THIRD (See Below)
 LA1706
 LA1706.The horizontal coordinates were scaled from a map and have
 LA1706.an estimated accuracy of +/- 6 seconds.
 LA1706
 LA1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1706
 LA1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1706.GEOID18 height accuracy estimate available here.
 LA1706
 LA1706.The vertical order pertains to the NGVD 29 superseded value.
 LA1706
 LA1706.Click photographs - Photos may exist for this station.
 LA1706
 LA1706;                    North         East    Units  Estimated Accuracy
 LA1706;SPC IN E     -   615,840.       83,260.      MT  (+/- 180 meters Scaled)
 LA1706
 LA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL957166(NAD 83)
 LA1706
 LA1706                          SUPERSEDED SURVEY CONTROL
 LA1706
 LA1706  NGVD 29 (??/??/??)  217.10   (m)          712.3    (f) RESET       3  
 LA1706
 LA1706.Superseded values are not recommended for survey control.
 LA1706
 LA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1706.See file dsdata.pdf to determine how the superseded data were derived.
 LA1706
 LA1706_MARKER: DD = SURVEY DISK
 LA1706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1706_SP_SET: ABUTMENT
 LA1706_STAMPING: PBM 251
 LA1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1706
 LA1706  HISTORY     - Date     Condition        Report By
 LA1706  HISTORY     - 1929     MONUMENTED       BRWE
 LA1706  HISTORY     - 1934     GOOD             CGS
 LA1706
 LA1706                          STATION DESCRIPTION
 LA1706
 LA1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1706'2.9 MI W FROM WABASH.
 LA1706'2.9 MILES WEST ALONG THE WABASH RAILROAD FROM WABASH, WABASH
 LA1706'COUNTY, ON THE SOUTH SIDE OF STATE HIGHWAY 24, AT A SMALL
 LA1706'CONCRETE BRIDGE, AND ON THE WEST END OF THE SOUTH ABUTMENT.  A
 LA1706'BROCK AND WEYMOUTH STANDARD DISK, STAMPED PBM 251.  NOTE-- IT
 LA1706'WAS REPORTED IN SEPTEMBER 1934 THAT THE ABUTMENT HAS BEEN
 LA1706'PAINTED OVER AND ALL THE LETTERS ON THE DISK WERE FILLED WITH
 LA1706'PAINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1167 ***********************************************************************
 JA1167  DESIGNATION -  PBM 30 BOLT
 JA1167  PID         -  JA1167
 JA1167  STATE/COUNTY-  IN/GIBSON
 JA1167  COUNTRY     -  US
 JA1167  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1167
 JA1167                         *CURRENT SURVEY CONTROL
 JA1167  ______________________________________________________________________
 JA1167* NAD 83(1986) POSITION- 38 23 51.     (N) 087 45 03.     (W)   SCALED
 JA1167* NAVD 88 ORTHO HEIGHT -   118.819 (meters)      389.83  (feet) ADJUSTED
 JA1167  ______________________________________________________________________
 JA1167  GEOID HEIGHT    -        -31.279 (meters)                     GEOID18
 JA1167  DYNAMIC HEIGHT  -        118.743 (meters)      389.58  (feet) COMP
 JA1167  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA1167
 JA1167  VERT ORDER      -  FIRST     CLASS II
 JA1167
 JA1167.The horizontal coordinates were scaled from a map and have
 JA1167.an estimated accuracy of +/- 6 seconds.
 JA1167
 JA1167.The orthometric height was determined by differential leveling and
 JA1167.adjusted by the NATIONAL GEODETIC SURVEY
 JA1167.in June 1991.
 JA1167
 JA1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1167.GEOID18 height accuracy estimate available here.
 JA1167
 JA1167.Click photographs - Photos may exist for this station.
 JA1167
 JA1167.The dynamic height is computed by dividing the NAVD 88
 JA1167.geopotential number by the normal gravity value computed on the
 JA1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1167.degrees latitude (g = 980.6199 gals.).
 JA1167
 JA1167.The modeled gravity was interpolated from observed gravity values.
 JA1167
 JA1167;                    North         East    Units  Estimated Accuracy
 JA1167;SPC IN W     -   349,830.      841,690.      MT  (+/- 180 meters Scaled)
 JA1167
 JA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344501(NAD 83)
 JA1167
 JA1167                          SUPERSEDED SURVEY CONTROL
 JA1167
 JA1167  NGVD 29 (??/??/92)  118.955  (m)          390.27   (f) ADJ UNCH    1 2
 JA1167
 JA1167.Superseded values are not recommended for survey control.
 JA1167
 JA1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1167.See file dsdata.pdf to determine how the superseded data were derived.
 JA1167
 JA1167_MARKER: B = BOLT
 JA1167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1167_SP_SET: SLAB
 JA1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1167
 JA1167  HISTORY     - Date     Condition        Report By
 JA1167  HISTORY     - UNK      MONUMENTED       USACE
 JA1167  HISTORY     - 1954     GOOD             CGS
 JA1167
 JA1167                          STATION DESCRIPTION
 JA1167
 JA1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1167'NEAR MT CARMEL.
 JA1167'IN GIBSON COUNTY, INDIANA, OPPOSITE MT. CARMEL, WABASH COUNTY,
 JA1167'ILLINOIS, ON THE LEFT BANK OF THE WABASH RIVER, ABOUT 0.1 MILE
 JA1167'NORTHEAST OF STATE HIGHWAY 64 BRIDGE OVER WABASH RIVER, ABOUT
 JA1167'0.1 MILE SOUTH OF SOUTHERN RAILWAY BRIDGE OVER WABASH RIVER, ALONG
 JA1167'RIVER ROAD, 29 FEET SOUTHEAST OF CENTER LINE OF ROAD, 25 FEET
 JA1167'NORTH OF NORTH CORNER OF A TWO STORY HOUSE COVERED WITH TAN TAR
 JA1167'PAPER, 17 FEET SOUTHWEST OF CENTER LINE OF DRIVE TO HOUSE, 8 1/2
 JA1167'FEET NORTH OF A 6-INCH MAPLE TREE, ABOUT 3 FEET ABOVE LEVEL OF
 JA1167'ROAD, ON TOP OF A BOLT IN CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1166 ***********************************************************************
 JA1166  DESIGNATION -  PBM 30 CAP
 JA1166  PID         -  JA1166
 JA1166  STATE/COUNTY-  IN/GIBSON
 JA1166  COUNTRY     -  US
 JA1166  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1166
 JA1166                         *CURRENT SURVEY CONTROL
 JA1166  ______________________________________________________________________
 JA1166* NAD 83(1986) POSITION- 38 23 51.     (N) 087 45 03.     (W)   SCALED
 JA1166* NAVD 88 ORTHO HEIGHT -   120.045 (meters)      393.85  (feet) ADJUSTED
 JA1166  ______________________________________________________________________
 JA1166  GEOID HEIGHT    -        -31.279 (meters)                     GEOID18
 JA1166  DYNAMIC HEIGHT  -        119.969 (meters)      393.60  (feet) COMP
 JA1166  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA1166
 JA1166  VERT ORDER      -  FIRST     CLASS II
 JA1166
 JA1166.The horizontal coordinates were scaled from a map and have
 JA1166.an estimated accuracy of +/- 6 seconds.
 JA1166
 JA1166.The orthometric height was determined by differential leveling and
 JA1166.adjusted by the NATIONAL GEODETIC SURVEY
 JA1166.in June 1991.
 JA1166
 JA1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1166.GEOID18 height accuracy estimate available here.
 JA1166
 JA1166.Click photographs - Photos may exist for this station.
 JA1166
 JA1166.The dynamic height is computed by dividing the NAVD 88
 JA1166.geopotential number by the normal gravity value computed on the
 JA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1166.degrees latitude (g = 980.6199 gals.).
 JA1166
 JA1166.The modeled gravity was interpolated from observed gravity values.
 JA1166
 JA1166;                    North         East    Units  Estimated Accuracy
 JA1166;SPC IN W     -   349,830.      841,690.      MT  (+/- 180 meters Scaled)
 JA1166
 JA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344501(NAD 83)
 JA1166
 JA1166                          SUPERSEDED SURVEY CONTROL
 JA1166
 JA1166  NGVD 29 (??/??/92)  120.181  (m)          394.29   (f) ADJ UNCH    1 2
 JA1166
 JA1166.Superseded values are not recommended for survey control.
 JA1166
 JA1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1166.See file dsdata.pdf to determine how the superseded data were derived.
 JA1166
 JA1166_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1166_MARK LOGO: USACE
 JA1166_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1166
 JA1166  HISTORY     - Date     Condition        Report By
 JA1166  HISTORY     - UNK      MONUMENTED       USACE
 JA1166  HISTORY     - 1954     GOOD             CGS
 JA1166
 JA1166                          STATION DESCRIPTION
 JA1166
 JA1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1166'NEAR MT CARMEL.
 JA1166'IN GIBSON COUNTY, INDIANA, OPPOSITE MT. CARMEL WABASH COUNTY,
 JA1166'ILLINOIS, ON THE LEFT BANK OF THE WABASH RIVER, ABOUT 0.1 MILE
 JA1166'NORTHEAST OF STATE HIGHWAY 64 BRIDGE OVER WABASH RIVER, ABOUT 0.1
 JA1166'MILE SOUTH OF SOUTHERN RAILWAY BRIDGE OVER WABASH RIVER, ALONG
 JA1166'RIVER ROAD, 29 FEET SOUTHEAST OF CENTER LINE OF ROAD, 25 FEET NORTH
 JA1166'OF NORTH CORNER OF A TWO STORY HOUSE COVERED WITH TAN TAR PAPER,
 JA1166'17 FEET SOUTHWEST OF CENTER LINE OF DRIVE TO HOUSE, 8 1/2 FEET
 JA1166'NORTH OF A 6-INCH MAPLE TREE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND
 JA1166'IS A U.S.E. CAP ON A 4-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0193 ***********************************************************************
 JB0193  DESIGNATION -  PBM 31 1903
 JB0193  PID         -  JB0193
 JB0193  STATE/COUNTY-  IN/POSEY
 JB0193  COUNTRY     -  US
 JB0193  USGS QUAD   -  MAUNIE (2018)
 JB0193
 JB0193                         *CURRENT SURVEY CONTROL
 JB0193  ______________________________________________________________________
 JB0193* NAD 83(1986) POSITION- 38 02 11.     (N) 088 00 45.     (W)   SCALED
 JB0193* NAVD 88 ORTHO HEIGHT -   109.066 (meters)      357.83  (feet) ADJUSTED
 JB0193  ______________________________________________________________________
 JB0193  GEOID HEIGHT    -        -30.607 (meters)                     GEOID18
 JB0193  DYNAMIC HEIGHT  -        108.992 (meters)      357.58  (feet) COMP
 JB0193  MODELED GRAVITY -    979,952.8   (mgal)                       NAVD 88
 JB0193
 JB0193  VERT ORDER      -  FIRST     CLASS II
 JB0193
 JB0193.The horizontal coordinates were scaled from a map and have
 JB0193.an estimated accuracy of +/- 6 seconds.
 JB0193
 JB0193.The orthometric height was determined by differential leveling and
 JB0193.adjusted by the NATIONAL GEODETIC SURVEY
 JB0193.in June 1991.
 JB0193
 JB0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0193.GEOID18 height accuracy estimate available here.
 JB0193
 JB0193.Click photographs - Photos may exist for this station.
 JB0193
 JB0193.The dynamic height is computed by dividing the NAVD 88
 JB0193.geopotential number by the normal gravity value computed on the
 JB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0193.degrees latitude (g = 980.6199 gals.).
 JB0193
 JB0193.The modeled gravity was interpolated from observed gravity values.
 JB0193
 JB0193;                    North         East    Units  Estimated Accuracy
 JB0193;SPC IN W     -   309,940.      818,430.      MT  (+/- 180 meters Scaled)
 JB0193
 JB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH111103(NAD 83)
 JB0193
 JB0193                          SUPERSEDED SURVEY CONTROL
 JB0193
 JB0193  NGVD 29 (??/??/92)  109.182  (m)          358.21   (f) ADJ UNCH    1 2
 JB0193
 JB0193.Superseded values are not recommended for survey control.
 JB0193
 JB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0193.See file dsdata.pdf to determine how the superseded data were derived.
 JB0193
 JB0193_MARKER: P = PIPE CAP
 JB0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0193
 JB0193  HISTORY     - Date     Condition        Report By
 JB0193  HISTORY     - 1903     MONUMENTED       USACE
 JB0193  HISTORY     - 1954     GOOD             CGS
 JB0193
 JB0193                          STATION DESCRIPTION
 JB0193
 JB0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0193'10.2 MI SW FROM NEW HARMONY.
 JB0193'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 JB0193'OF U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0193'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0193'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0193'TO A ROAD JUNCTION AND MC FADEN CEMETERY THENCE ABOUT 1.15 MILES
 JB0193'WEST ALONG A DIRT ROAD, THENCE ABOUT 0.65 MILE SOUTH ACROSS A
 JB0193'CULTIVATED FIELD, ON THE LEFT BANK OF WABASH RIVER AND ON THE
 JB0193'SOUTHWEST SLOPE OF TOP BANK OF RIVER, ON THE PROPERTY OF LESLIE
 JB0193'THOMPSON, IN A GROVE OF TREES, 35 FEET SOUTHWEST OF CENTER LINE
 JB0193'OF ROAD NEAREST TO RIVER, 211 FEET SOUTHEAST OF SOUTHEAST
 JB0193'END OF LARGE CRIB MOUND, 136 FEET SOUTHEAST OF A 72-INCH
 JB0193'SYCAMORE TREE, 36 FEET WEST OF A WELL WITH PUMP, 17 FEET
 JB0193'NORTHEAST OF A TRIANGULAR BLAZED 30-INCH ELM TREE, ABOUT
 JB0193'1 FOOT BELOW LEVEL OF ROAD AND PROJECTING 24 INCHES.  TO DRIVE
 JB0193'TO MARK FROM MC FADENS CEMETERY GO ABOUT 0.65 MILE EAST ALONG
 JB0193'GRAVEL AND BLACK TOP ROAD, THENCE ABOUT 0.65 MILE SOUTH ALONG A
 JB0193'GRAVEL ROAD, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD,
 JB0193'THENCE ABOUT 0.95 MILE NORTH AND NORTHWEST ALONG A GRADED AND
 JB0193'DIRT FARM ROAD.  MARK IS ABOUT 0.65 MILE SOUTH OF BM Q 282
 JB0193'DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0088 ***********************************************************************
 HB0088  DESIGNATION -  PBM 33 USE
 HB0088  PID         -  HB0088
 HB0088  STATE/COUNTY-  IN/POSEY
 HB0088  COUNTRY     -  US
 HB0088  USGS QUAD   -  EMMA (2018)
 HB0088
 HB0088                         *CURRENT SURVEY CONTROL
 HB0088  ______________________________________________________________________
 HB0088* NAD 83(1986) POSITION- 37 59 45.     (N) 088 01 08.     (W)   SCALED
 HB0088* NAVD 88 ORTHO HEIGHT -   109.521 (meters)      359.32  (feet) ADJUSTED
 HB0088  ______________________________________________________________________
 HB0088  GEOID HEIGHT    -        -30.545 (meters)                     GEOID18
 HB0088  DYNAMIC HEIGHT  -        109.447 (meters)      359.08  (feet) COMP
 HB0088  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 HB0088
 HB0088  VERT ORDER      -  FIRST     CLASS II
 HB0088
 HB0088.The horizontal coordinates were scaled from a map and have
 HB0088.an estimated accuracy of +/- 6 seconds.
 HB0088
 HB0088.The orthometric height was determined by differential leveling and
 HB0088.adjusted by the NATIONAL GEODETIC SURVEY
 HB0088.in June 1991.
 HB0088
 HB0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0088.GEOID18 height accuracy estimate available here.
 HB0088
 HB0088.Click photographs - Photos may exist for this station.
 HB0088
 HB0088.The dynamic height is computed by dividing the NAVD 88
 HB0088.geopotential number by the normal gravity value computed on the
 HB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0088.degrees latitude (g = 980.6199 gals.).
 HB0088
 HB0088.The modeled gravity was interpolated from observed gravity values.
 HB0088
 HB0088;                    North         East    Units  Estimated Accuracy
 HB0088;SPC IN W     -   305,450.      817,830.      MT  (+/- 180 meters Scaled)
 HB0088
 HB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH105058(NAD 83)
 HB0088
 HB0088                          SUPERSEDED SURVEY CONTROL
 HB0088
 HB0088  NGVD 29 (11/26/84)  109.634  (m)          359.69   (f) ADJUSTED    1 2
 HB0088
 HB0088.Superseded values are not recommended for survey control.
 HB0088
 HB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0088.See file dsdata.pdf to determine how the superseded data were derived.
 HB0088
 HB0088_MARKER: P = PIPE CAP
 HB0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0088
 HB0088  HISTORY     - Date     Condition        Report By
 HB0088  HISTORY     - UNK      MONUMENTED       USACE
 HB0088  HISTORY     - 1954     GOOD             CGS
 HB0088
 HB0088                          STATION DESCRIPTION
 HB0088
 HB0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0088'6 MI NW FROM UPTON.
 HB0088'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HB0088'AT UPTON, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.4 MILE WEST, ABOUT
 HB0088'1.05 MILES NORTH ALONG GRAVEL ROADS, THENCE ABOUT 1.6 MILES WEST
 HB0088'ALONG A DIRT ROAD, ABOUT 0.15 MILE WEST OF JUNCTION OF A ROAD
 HB0088'NORTH, ON THE LEFT BANK OF WABASH RIVER, 46 FEET SOUTH OF CENTER
 HB0088'LINE OF A CUT IN BANK (FISHERMANS DRIVE TO RIVER), 36 FEET SOUTHWEST
 HB0088'OF A TRIANGULAR BLAZED TWIN 12-INCH HACKBERRY TREE, 15 FEET NORTH
 HB0088'OF A TRIANGULAR BLAZED 12-INCH HACKBERRY TREE, 4 FEET EAST-NORTHEAST
 HB0088'OF A TRIANGULAR BLAZED 12-INCH ELM TREE, ABOUT 3 YARDS WEST OF THE
 HB0088'TOP OF RIVER BANK, AND PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1192 ***********************************************************************
 JA1192  DESIGNATION -  PBM 35 BOLT
 JA1192  PID         -  JA1192
 JA1192  STATE/COUNTY-  IN/GIBSON
 JA1192  COUNTRY     -  US
 JA1192  USGS QUAD   -  GRAYVILLE (2018)
 JA1192
 JA1192                         *CURRENT SURVEY CONTROL
 JA1192  ______________________________________________________________________
 JA1192* NAD 83(1986) POSITION- 38 17 03.     (N) 087 55 07.     (W)   SCALED
 JA1192* NAVD 88 ORTHO HEIGHT -   115.473 (meters)      378.85  (feet) ADJUSTED
 JA1192  ______________________________________________________________________
 JA1192  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 JA1192  DYNAMIC HEIGHT  -        115.397 (meters)      378.60  (feet) COMP
 JA1192  MODELED GRAVITY -    979,975.4   (mgal)                       NAVD 88
 JA1192
 JA1192  VERT ORDER      -  FIRST     CLASS II
 JA1192
 JA1192.The horizontal coordinates were scaled from a map and have
 JA1192.an estimated accuracy of +/- 6 seconds.
 JA1192
 JA1192.The orthometric height was determined by differential leveling and
 JA1192.adjusted by the NATIONAL GEODETIC SURVEY
 JA1192.in June 1991.
 JA1192
 JA1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1192.GEOID18 height accuracy estimate available here.
 JA1192
 JA1192.Click photographs - Photos may exist for this station.
 JA1192
 JA1192.The dynamic height is computed by dividing the NAVD 88
 JA1192.geopotential number by the normal gravity value computed on the
 JA1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1192.degrees latitude (g = 980.6199 gals.).
 JA1192
 JA1192.The modeled gravity was interpolated from observed gravity values.
 JA1192
 JA1192;                    North         East    Units  Estimated Accuracy
 JA1192;SPC IN W     -   337,370.      826,920.      MT  (+/- 180 meters Scaled)
 JA1192
 JA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH196377(NAD 83)
 JA1192
 JA1192                          SUPERSEDED SURVEY CONTROL
 JA1192
 JA1192  NGVD 29 (??/??/92)  115.604  (m)          379.28   (f) ADJ UNCH    1 2
 JA1192
 JA1192.Superseded values are not recommended for survey control.
 JA1192
 JA1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1192.See file dsdata.pdf to determine how the superseded data were derived.
 JA1192
 JA1192_MARKER: B = BOLT
 JA1192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1192_SP_SET: SLAB
 JA1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1192
 JA1192  HISTORY     - Date     Condition        Report By
 JA1192  HISTORY     - UNK      MONUMENTED       USACE
 JA1192  HISTORY     - 1954     GOOD             CGS
 JA1192
 JA1192                          STATION DESCRIPTION
 JA1192
 JA1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1192'7.9 MI SW FROM CROWLEYVILLE.
 JA1192'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1192'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1192'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1192'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 JA1192'ROAD, THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD FOLLOWING
 JA1192'LEFT BANK OF WABASH RIVER THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 JA1192'A DIM ROAD AND RIVER LEVEE (NO TRUCK TRAVEL), THENCE ABOUT 1.0
 JA1192'MILE NORTH ALONG A ROAD FOLLOWING LEFT BANK OF RIVER, 120 FEET
 JA1192'EAST OF CENTER LINE OF ROAD, 89 FEET WEST OF THE SOUTHWEST CORNER
 JA1192'OF A BARN, 36 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED
 JA1192'28-INCH ELM TREE, 18 FEET SOUTH OF AN ABANDONED WELL AND PUMP
 JA1192'PROJECTING 2 1/2 FEET, 14 FEET EAST-SOUTHEAST OF A TRIANGULAR
 JA1192'BLAZED 40-INCH FORKED MAPLE TREE, ABOUT 2 FEET ABOVE LEVEL OF ROAD
 JA1192'AND IS A U.S.E. BOLT PROJECTING 2 INCHES.  NOTE-- TO DRIVE FROM
 JA1192'THIS POINT CONTINUE SOUTH ALONG ROAD FOR ABOUT 0.5 MILE, THENCE
 JA1192'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE
 JA1192'NORTH ALONG A GRAVEL ROAD TO LEVEE, THENCE ABOUT 1.0 MILE NORTH
 JA1192'ALONG A ROAD ALONG LEFT BANK OF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1191 ***********************************************************************
 JA1191  DESIGNATION -  PBM 35 CAP
 JA1191  PID         -  JA1191
 JA1191  STATE/COUNTY-  IN/GIBSON
 JA1191  COUNTRY     -  US
 JA1191  USGS QUAD   -  GRAYVILLE (2018)
 JA1191
 JA1191                         *CURRENT SURVEY CONTROL
 JA1191  ______________________________________________________________________
 JA1191* NAD 83(1986) POSITION- 38 17 03.     (N) 087 55 07.     (W)   SCALED
 JA1191* NAVD 88 ORTHO HEIGHT -   116.705 (meters)      382.89  (feet) ADJUSTED
 JA1191  ______________________________________________________________________
 JA1191  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 JA1191  DYNAMIC HEIGHT  -        116.628 (meters)      382.64  (feet) COMP
 JA1191  MODELED GRAVITY -    979,975.4   (mgal)                       NAVD 88
 JA1191
 JA1191  VERT ORDER      -  FIRST     CLASS II
 JA1191
 JA1191.The horizontal coordinates were scaled from a map and have
 JA1191.an estimated accuracy of +/- 6 seconds.
 JA1191
 JA1191.The orthometric height was determined by differential leveling and
 JA1191.adjusted by the NATIONAL GEODETIC SURVEY
 JA1191.in June 1991.
 JA1191
 JA1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1191.GEOID18 height accuracy estimate available here.
 JA1191
 JA1191.Click photographs - Photos may exist for this station.
 JA1191
 JA1191.The dynamic height is computed by dividing the NAVD 88
 JA1191.geopotential number by the normal gravity value computed on the
 JA1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1191.degrees latitude (g = 980.6199 gals.).
 JA1191
 JA1191.The modeled gravity was interpolated from observed gravity values.
 JA1191
 JA1191;                    North         East    Units  Estimated Accuracy
 JA1191;SPC IN W     -   337,370.      826,920.      MT  (+/- 180 meters Scaled)
 JA1191
 JA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH196377(NAD 83)
 JA1191
 JA1191                          SUPERSEDED SURVEY CONTROL
 JA1191
 JA1191  NGVD 29 (??/??/92)  116.840  (m)          383.33   (f) ADJ UNCH    1 2
 JA1191
 JA1191.Superseded values are not recommended for survey control.
 JA1191
 JA1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1191.See file dsdata.pdf to determine how the superseded data were derived.
 JA1191
 JA1191_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1191_MARK LOGO: USACE
 JA1191_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1191
 JA1191  HISTORY     - Date     Condition        Report By
 JA1191  HISTORY     - UNK      MONUMENTED       USACE
 JA1191  HISTORY     - 1954     GOOD             CGS
 JA1191
 JA1191                          STATION DESCRIPTION
 JA1191
 JA1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1191'7.9 MI SW FROM CROWLEYVILLE.
 JA1191'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1191'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1191'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1191'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 JA1191'ROAD, THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD FOLLOWING
 JA1191'LEFT BANK OF WABASH RIVER THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 JA1191'A DIM ROAD AND RIVER LEVEE (NO TRUCK TRAVEL), THENCE ABOUT 1.0
 JA1191'MILE NORTH ALONG A ROAD FOLLOWING LEFT BANK OF RIVER, 120 FEET
 JA1191'EAST OF CENTER LINE OF ROAD, 89 FEET WEST OF THE SOUTHWEST CORNER
 JA1191'OF A BARN, 36 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 28-INCH
 JA1191'ELM TREE, 18 FEET SOUTH OF AN ABANDONED WELL AND PUMP PROJECTING
 JA1191'2 1/2 FEET, 14 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 40-INCH
 JA1191'FORKED MAPLE TREE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND IS A
 JA1191'U.S.E. CAP AND PIPE PROJECTING 2 INCHES.  NOTE-- TO DRIVE FROM THIS
 JA1191'POINT CONTINUE SOUTH ALONG ROAD FOR ABOUT 0.5 MILE, THENCE ABOUT 0.7
 JA1191'MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTH ALONG A
 JA1191'GRAVEL ROAD TO LEVEE, THENCE ABOUT 1.0 MILE NORTH ALONG A ROAD ALONG
 JA1191'LEFT BANK OF RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1200 ***********************************************************************
 JA1200  DESIGNATION -  PBM 37 BOLT
 JA1200  PID         -  JA1200
 JA1200  STATE/COUNTY-  IN/GIBSON
 JA1200  COUNTRY     -  US
 JA1200  USGS QUAD   -  NEW HARMONY (2019)
 JA1200
 JA1200                         *CURRENT SURVEY CONTROL
 JA1200  ______________________________________________________________________
 JA1200* NAD 83(1986) POSITION- 38 14 32.     (N) 087 58 27.     (W)   SCALED
 JA1200* NAVD 88 ORTHO HEIGHT -   113.898 (meters)      373.68  (feet) ADJUSTED
 JA1200  ______________________________________________________________________
 JA1200  GEOID HEIGHT    -        -30.895 (meters)                     GEOID18
 JA1200  DYNAMIC HEIGHT  -        113.823 (meters)      373.43  (feet) COMP
 JA1200  MODELED GRAVITY -    979,972.9   (mgal)                       NAVD 88
 JA1200
 JA1200  VERT ORDER      -  FIRST     CLASS II
 JA1200
 JA1200.The horizontal coordinates were scaled from a map and have
 JA1200.an estimated accuracy of +/- 6 seconds.
 JA1200
 JA1200.The orthometric height was determined by differential leveling and
 JA1200.adjusted by the NATIONAL GEODETIC SURVEY
 JA1200.in June 1991.
 JA1200
 JA1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1200.GEOID18 height accuracy estimate available here.
 JA1200
 JA1200.Click photographs - Photos may exist for this station.
 JA1200
 JA1200.The dynamic height is computed by dividing the NAVD 88
 JA1200.geopotential number by the normal gravity value computed on the
 JA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1200.degrees latitude (g = 980.6199 gals.).
 JA1200
 JA1200.The modeled gravity was interpolated from observed gravity values.
 JA1200
 JA1200;                    North         East    Units  Estimated Accuracy
 JA1200;SPC IN W     -   332,760.      822,020.      MT  (+/- 180 meters Scaled)
 JA1200
 JA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147331(NAD 83)
 JA1200
 JA1200                          SUPERSEDED SURVEY CONTROL
 JA1200
 JA1200  NGVD 29 (??/??/92)  114.028  (m)          374.11   (f) ADJ UNCH    1 2
 JA1200
 JA1200.Superseded values are not recommended for survey control.
 JA1200
 JA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1200.See file dsdata.pdf to determine how the superseded data were derived.
 JA1200
 JA1200_MARKER: B = BOLT
 JA1200_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1200_SP_SET: SLAB
 JA1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1200
 JA1200  HISTORY     - Date     Condition        Report By
 JA1200  HISTORY     - UNK      MONUMENTED       USACE
 JA1200  HISTORY     - 1954     GOOD             CGS
 JA1200
 JA1200                          STATION DESCRIPTION
 JA1200
 JA1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1200'12 MI N FROM NEW HARMONY.
 JA1200'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1200'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1200'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1200'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL
 JA1200'ROAD, THENCE ABOUT 1.85 MILES WEST AND NORTHWEST ALONG A FARM
 JA1200'ROAD, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.65 MILE WEST, ABOUT 1.3
 JA1200'MILES NORTH, ABOUT 0.65 MILE NORTHWEST AND ABOUT 1.05 MILES
 JA1200'NORTH ALONG GRAVEL ROADS, ABOUT 0.55 MILE NORTH OF JUNCTION OF A
 JA1200'ROAD EAST AND A 90-FOOT STEEL BRIDGE, ABOUT 1.05 MILE NORTH OF
 JA1200'CROSSING OF THE ILLINOIS CENTRAL RAILROAD, ABOUT 295 YARDS
 JA1200'EAST AND ACROSS A CULTIVATED FIELD FROM THE LEFT BANK OF
 JA1200'WABASH RIVER, 20 FEET EAST OF CENTER LINE OF ROAD, 100 FEET
 JA1200'SOUTH-SOUTHWEST OF CENTER OF LEVEE, 39 1/2 FEET EAST-SOUTHEAST
 JA1200'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH HACKBERRY TREE,
 JA1200'7 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 14-INCH ASH TREE,
 JA1200'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND IS A U.S.E. BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1199 ***********************************************************************
 JA1199  DESIGNATION -  PBM 37 CAP
 JA1199  PID         -  JA1199
 JA1199  STATE/COUNTY-  IN/GIBSON
 JA1199  COUNTRY     -  US
 JA1199  USGS QUAD   -  NEW HARMONY (2019)
 JA1199
 JA1199                         *CURRENT SURVEY CONTROL
 JA1199  ______________________________________________________________________
 JA1199* NAD 83(1986) POSITION- 38 14 32.     (N) 087 58 27.     (W)   SCALED
 JA1199* NAVD 88 ORTHO HEIGHT -   115.134 (meters)      377.74  (feet) ADJUSTED
 JA1199  ______________________________________________________________________
 JA1199  GEOID HEIGHT    -        -30.895 (meters)                     GEOID18
 JA1199  DYNAMIC HEIGHT  -        115.058 (meters)      377.49  (feet) COMP
 JA1199  MODELED GRAVITY -    979,972.9   (mgal)                       NAVD 88
 JA1199
 JA1199  VERT ORDER      -  FIRST     CLASS II
 JA1199
 JA1199.The horizontal coordinates were scaled from a map and have
 JA1199.an estimated accuracy of +/- 6 seconds.
 JA1199
 JA1199.The orthometric height was determined by differential leveling and
 JA1199.adjusted by the NATIONAL GEODETIC SURVEY
 JA1199.in June 1991.
 JA1199
 JA1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1199.GEOID18 height accuracy estimate available here.
 JA1199
 JA1199.Click photographs - Photos may exist for this station.
 JA1199
 JA1199.The dynamic height is computed by dividing the NAVD 88
 JA1199.geopotential number by the normal gravity value computed on the
 JA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1199.degrees latitude (g = 980.6199 gals.).
 JA1199
 JA1199.The modeled gravity was interpolated from observed gravity values.
 JA1199
 JA1199;                    North         East    Units  Estimated Accuracy
 JA1199;SPC IN W     -   332,760.      822,020.      MT  (+/- 180 meters Scaled)
 JA1199
 JA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147331(NAD 83)
 JA1199
 JA1199                          SUPERSEDED SURVEY CONTROL
 JA1199
 JA1199  NGVD 29 (??/??/92)  115.264  (m)          378.16   (f) ADJ UNCH    1 2
 JA1199
 JA1199.Superseded values are not recommended for survey control.
 JA1199
 JA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1199.See file dsdata.pdf to determine how the superseded data were derived.
 JA1199
 JA1199_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1199_MARK LOGO: USACE
 JA1199_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1199
 JA1199  HISTORY     - Date     Condition        Report By
 JA1199  HISTORY     - UNK      MONUMENTED       USACE
 JA1199  HISTORY     - 1954     GOOD             CGS
 JA1199
 JA1199                          STATION DESCRIPTION
 JA1199
 JA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1199'12 MI N FROM NEW HARMONY.
 JA1199'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1199'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1199'ALONG A BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1199'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1199'GRAVEL ROAD, THENCE ABOUT 1.85 MILES WEST AND NORTHWEST ALONG
 JA1199'A FARM ROAD, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.65 MILE WEST,
 JA1199'ABOUT 1.3 MILES NORTH, ABOUT 0.65 MILE NORTHWEST AND ABOUT 1.05
 JA1199'MILES NORTH ALONG GRAVEL ROADS, ABOUT 0.55 MILE NORTH OF JUNCTION
 JA1199'OF A ROAD EAST AND A 90-FOOT STEEL BRIDGE, ABOUT 1.05 MILE NORTH
 JA1199'OF CROSSING OF THE ILLINOIS CENTRAL RAILROAD, ABOUT 295 YARDS
 JA1199'EAST AND ACROSS A CULTIVATED FIELD FROM THE LEFT BANK OF WABASH
 JA1199'RIVER, 20 FEET EAST OF CENTER LINE OF ROAD, 100 FEET
 JA1199'SOUTH-SOUTHWEST OF CENTER OF LEVEE, 39 1/2 FEET EAST-SOUTHEAST
 JA1199'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH HACKBERRY TREE,
 JA1199'7 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 14-INCH ASH TREE,
 JA1199'ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE AND CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1205 ***********************************************************************
 JA1205  DESIGNATION -  PBM 38 BOLT USE
 JA1205  PID         -  JA1205
 JA1205  STATE/COUNTY-  IN/POSEY
 JA1205  COUNTRY     -  US
 JA1205  USGS QUAD   -  NEW HARMONY (2019)
 JA1205
 JA1205                         *CURRENT SURVEY CONTROL
 JA1205  ______________________________________________________________________
 JA1205* NAD 83(1986) POSITION- 38 11 16.     (N) 087 57 04.     (W)   SCALED
 JA1205* NAVD 88 ORTHO HEIGHT -   114.436 (meters)      375.45  (feet) ADJUSTED
 JA1205  ______________________________________________________________________
 JA1205  GEOID HEIGHT    -        -30.883 (meters)                     GEOID18
 JA1205  DYNAMIC HEIGHT  -        114.360 (meters)      375.20  (feet) COMP
 JA1205  MODELED GRAVITY -    979,963.9   (mgal)                       NAVD 88
 JA1205
 JA1205  VERT ORDER      -  FIRST     CLASS II
 JA1205
 JA1205.The horizontal coordinates were scaled from a map and have
 JA1205.an estimated accuracy of +/- 6 seconds.
 JA1205
 JA1205.The orthometric height was determined by differential leveling and
 JA1205.adjusted by the NATIONAL GEODETIC SURVEY
 JA1205.in June 1991.
 JA1205
 JA1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1205.GEOID18 height accuracy estimate available here.
 JA1205
 JA1205.Click photographs - Photos may exist for this station.
 JA1205
 JA1205.The dynamic height is computed by dividing the NAVD 88
 JA1205.geopotential number by the normal gravity value computed on the
 JA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1205.degrees latitude (g = 980.6199 gals.).
 JA1205
 JA1205.The modeled gravity was interpolated from observed gravity values.
 JA1205
 JA1205;                    North         East    Units  Estimated Accuracy
 JA1205;SPC IN W     -   326,690.      823,980.      MT  (+/- 180 meters Scaled)
 JA1205
 JA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH167270(NAD 83)
 JA1205
 JA1205                          SUPERSEDED SURVEY CONTROL
 JA1205
 JA1205  NGVD 29 (??/??/92)  114.563  (m)          375.86   (f) ADJ UNCH    1 2
 JA1205
 JA1205.Superseded values are not recommended for survey control.
 JA1205
 JA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1205.See file dsdata.pdf to determine how the superseded data were derived.
 JA1205
 JA1205_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1205
 JA1205  HISTORY     - Date     Condition        Report By
 JA1205  HISTORY     - UNK      MONUMENTED       USACE
 JA1205  HISTORY     - 1954     GOOD             CGS
 JA1205
 JA1205                          STATION DESCRIPTION
 JA1205
 JA1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1205'7.4 MI N FROM NEW HARMONY.
 JA1205'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM NEW HARMONY
 JA1205'NATIONAL BANK AT NEW HARMONY, THENCE ABOUT 4.35 MILES NORTHWEST
 JA1205'ALONG  BLACK TOP ROAD TO A POINT ABOUT 0.15 MILE NORTHWEST OF
 JA1205'BRIDGE OVER BLACK RIVER, THENCE ABOUT 0.45 MILE WEST ALONG A
 JA1205'GRAVEL ROAD, THENCE ABOUT 1.45 MILES WEST AND NORTHWEST ALONG A
 JA1205'FARM ROAD, ABOUT 0.4 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD
 JA1205'LEADING NORTH AND EAST, AT A TURN IN FARM ROAD WITH TANGENTS
 JA1205'EXTENDING NORTH AND SOUTHEAST AND JUNCTON OF A FARM ROAD WEST, 25
 JA1205'FEET EAST OF CENTER LINE OF NORTH TANGENT OF ROAD, IN A
 JA1205'CULTIVATED FIELD, 59 FEET NORTHEAST AND ACROSS ROAD FROM A
 JA1205'TRIANGULAR BLAZED 18-INCH ELM TREE, 37 FEET NORTHEAST OF CENTER
 JA1205'OF JUNCTION ABOUT 0.35 MILE SOUTH OF A FARM HOUSE KNOWN LOCALLY
 JA1205'AS THE WALLGROVE AND GLAZE PLACE, 1 FOOT ABOVE LEVEL OF ROAD AND
 JA1205'IS A U.S.E. CAP ON 4-INCH IRON PIPE ON TOP OF A BOLT.  NOTE-- THE
 JA1205'PIPE APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.  THE BOLT IS
 JA1205'APPARENTLY IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1123 ***********************************************************************
 KA1123  DESIGNATION -  PBM 4 BOLT
 KA1123  PID         -  KA1123
 KA1123  STATE/COUNTY-  IN/VIGO
 KA1123  COUNTRY     -  US
 KA1123  USGS QUAD   -  PIMENTO (2019)
 KA1123
 KA1123                         *CURRENT SURVEY CONTROL
 KA1123  ______________________________________________________________________
 KA1123* NAD 83(1986) POSITION- 39 22 06.95   (N) 087 29 51.88   (W)   HD_HELD1
 KA1123* NAVD 88 ORTHO HEIGHT -   142.140 (meters)      466.34  (feet) ADJUSTED
 KA1123  ______________________________________________________________________
 KA1123  GEOID HEIGHT    -        -32.495 (meters)                     GEOID18
 KA1123  DYNAMIC HEIGHT  -        142.059 (meters)      466.07  (feet) COMP
 KA1123  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA1123
 KA1123  VERT ORDER      -  FIRST     CLASS II
 KA1123
 KA1123.The horizontal coordinates were determined by differentially corrected
 KA1123.hand held GPS observations or other comparable positioning techniques
 KA1123.and have an estimated accuracy of +/- 3 meters.
 KA1123
 KA1123.The orthometric height was determined by differential leveling and
 KA1123.adjusted by the NATIONAL GEODETIC SURVEY
 KA1123.in June 1991.
 KA1123
 KA1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1123.GEOID18 height accuracy estimate available here.
 KA1123
 KA1123.Click photographs - Photos may exist for this station.
 KA1123
 KA1123.The dynamic height is computed by dividing the NAVD 88
 KA1123.geopotential number by the normal gravity value computed on the
 KA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1123.degrees latitude (g = 980.6199 gals.).
 KA1123
 KA1123.The modeled gravity was interpolated from observed gravity values.
 KA1123
 KA1123;                    North         East    Units  Estimated Accuracy
 KA1123;SPC IN W     -   457,498.1     864,289.2     MT  (+/- 3 meters HH1 GPS) 
 KA1123
 KA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5712357799(NAD 83)
 KA1123
 KA1123                          SUPERSEDED SURVEY CONTROL
 KA1123
 KA1123  NGVD 29 (??/??/92)  142.24   (m)          466.7    (f) COMPUTED    1 2
 KA1123
 KA1123.Superseded values are not recommended for survey control.
 KA1123
 KA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1123.See file dsdata.pdf to determine how the superseded data were derived.
 KA1123
 KA1123_MARKER: B = BOLT
 KA1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1123
 KA1123  HISTORY     - Date     Condition        Report By
 KA1123  HISTORY     - 1903     MONUMENTED       USACE
 KA1123  HISTORY     - 1956     GOOD             CGS
 KA1123
 KA1123                          STATION DESCRIPTION
 KA1123
 KA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1123'1.2 MI W FROM PRAIRIETON.
 KA1123'ABOUT 1.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 KA1123'CHURCH AND JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, AT THE
 KA1123'JUNCTION OF A GRAVEL ROAD NORTH, IN SECTION 27, T.11 N., R.10 W.,
 KA1123'21 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 15 FEET WEST OF
 KA1123'CENTER LINE OF ROAD NORTH, 26 FEET NORTH-NORTHWEST OF CENTER OF
 KA1123'JUNCTION, 3 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. FW/303,
 KA1123'3 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 KA1123'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE AND
 KA1123'CAP ON TOP OF A BOLT, THE PIPE PROJECTING 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1122 ***********************************************************************
 KA1122  DESIGNATION -  PBM 4 CAP
 KA1122  PID         -  KA1122
 KA1122  STATE/COUNTY-  IN/VIGO
 KA1122  COUNTRY     -  US
 KA1122  USGS QUAD   -  PIMENTO (2019)
 KA1122
 KA1122                         *CURRENT SURVEY CONTROL
 KA1122  ______________________________________________________________________
 KA1122* NAD 83(1986) POSITION- 39 22 06.95   (N) 087 29 51.88   (W)   HD_HELD1
 KA1122* NAVD 88 ORTHO HEIGHT -   143.377 (meters)      470.40  (feet) ADJUSTED
 KA1122  ______________________________________________________________________
 KA1122  GEOID HEIGHT    -        -32.495 (meters)                     GEOID18
 KA1122  DYNAMIC HEIGHT  -        143.295 (meters)      470.13  (feet) COMP
 KA1122  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA1122
 KA1122  VERT ORDER      -  FIRST     CLASS II
 KA1122
 KA1122.The horizontal coordinates were determined by differentially corrected
 KA1122.hand held GPS observations or other comparable positioning techniques
 KA1122.and have an estimated accuracy of +/- 3 meters.
 KA1122
 KA1122.The orthometric height was determined by differential leveling and
 KA1122.adjusted by the NATIONAL GEODETIC SURVEY
 KA1122.in June 1991.
 KA1122
 KA1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1122.GEOID18 height accuracy estimate available here.
 KA1122
 KA1122.Click photographs - Photos may exist for this station.
 KA1122
 KA1122.The dynamic height is computed by dividing the NAVD 88
 KA1122.geopotential number by the normal gravity value computed on the
 KA1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1122.degrees latitude (g = 980.6199 gals.).
 KA1122
 KA1122.The modeled gravity was interpolated from observed gravity values.
 KA1122
 KA1122;                    North         East    Units  Estimated Accuracy
 KA1122;SPC IN W     -   457,498.1     864,289.2     MT  (+/- 3 meters HH1 GPS) 
 KA1122
 KA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5712357799(NAD 83)
 KA1122
 KA1122                          SUPERSEDED SURVEY CONTROL
 KA1122
 KA1122  NGVD 29 (??/??/92)  143.481  (m)          470.74   (f) ADJ UNCH    1 2
 KA1122
 KA1122.Superseded values are not recommended for survey control.
 KA1122
 KA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1122.See file dsdata.pdf to determine how the superseded data were derived.
 KA1122
 KA1122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1122_STAMPING: 4
 KA1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1122
 KA1122  HISTORY     - Date     Condition        Report By
 KA1122  HISTORY     - 1903     MONUMENTED       USACE
 KA1122  HISTORY     - 1956     GOOD             CGS
 KA1122
 KA1122                          STATION DESCRIPTION
 KA1122
 KA1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1122'1.2 MI W FROM PRAIRIETON.
 KA1122'ABOUT 1.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST
 KA1122'CHURCH AND JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, AT THE
 KA1122'JUNCTION OF A GRAVEL ROAD NORTH, IN SECTION 27, T.11 N., R.10 W.,
 KA1122'21 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 15 FEET WEST OF
 KA1122'CENTER LINE OF ROAD NORTH, 26 FEET NORTH-NORTHWEST OF CENTER OF
 KA1122'JUNCTION, 3 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. FW/303,
 KA1122'3 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 KA1122'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. PIPE AND
 KA1122'CAP ON TOP OF A BOLT, THE PIPE PROJECTING 14 INCHES.  THE CAP
 KA1122'WAS STAMPED 4 BY THIS PARTY IN 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1217 ***********************************************************************
 JA1217  DESIGNATION -  PBM 40 BOLT USE
 JA1217  PID         -  JA1217
 JA1217  STATE/COUNTY-  IN/POSEY
 JA1217  COUNTRY     -  US
 JA1217  USGS QUAD   -  NEW HARMONY (2019)
 JA1217
 JA1217                         *CURRENT SURVEY CONTROL
 JA1217  ______________________________________________________________________
 JA1217* NAD 83(1986) POSITION- 38 07 40.6    (N) 087 56 22.0    (W)   HD_HELD2
 JA1217* NAVD 88 ORTHO HEIGHT -   114.613 (meters)      376.03  (feet) ADJUSTED
 JA1217  ______________________________________________________________________
 JA1217  GEOID HEIGHT    -        -30.820 (meters)                     GEOID18
 JA1217  DYNAMIC HEIGHT  -        114.536 (meters)      375.77  (feet) COMP
 JA1217  MODELED GRAVITY -    979,955.3   (mgal)                       NAVD 88
 JA1217
 JA1217  VERT ORDER      -  FIRST     CLASS II
 JA1217
 JA1217.The horizontal coordinates were established by autonomous hand held GPS
 JA1217.observations and have an estimated accuracy of +/- 10 meters.
 JA1217
 JA1217.The orthometric height was determined by differential leveling and
 JA1217.adjusted by the NATIONAL GEODETIC SURVEY
 JA1217.in June 1991.
 JA1217
 JA1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1217.GEOID18 height accuracy estimate available here.
 JA1217
 JA1217.Click photographs - Photos may exist for this station.
 JA1217
 JA1217.The dynamic height is computed by dividing the NAVD 88
 JA1217.geopotential number by the normal gravity value computed on the
 JA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1217.degrees latitude (g = 980.6199 gals.).
 JA1217
 JA1217.The modeled gravity was interpolated from observed gravity values.
 JA1217
 JA1217;                    North         East    Units  Estimated Accuracy
 JA1217;SPC IN W     -   320,041.      824,938.      MT  (+/- 10 meters HH2 GPS)
 JA1217
 JA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1766120427(NAD 83)
 JA1217
 JA1217                          SUPERSEDED SURVEY CONTROL
 JA1217
 JA1217  NGVD 29 (??/??/92)  114.735  (m)          376.43   (f) ADJ UNCH    1 2
 JA1217
 JA1217.Superseded values are not recommended for survey control.
 JA1217
 JA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1217.See file dsdata.pdf to determine how the superseded data were derived.
 JA1217
 JA1217_MARKER: B = BOLT
 JA1217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1217
 JA1217  HISTORY     - Date     Condition        Report By
 JA1217  HISTORY     - UNK      MONUMENTED       USACE
 JA1217  HISTORY     - 1954     GOOD             CGS
 JA1217
 JA1217                          STATION DESCRIPTION
 JA1217
 JA1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1217'AT NEW HARMONY.
 JA1217'AT NEW HARMONY, AT THE WEST END OF WEST STEAM MILL STREET, 100
 JA1217'FEET SOUTH OF CENTER LINE OF STREET, 178 FEET NORTH OF CENTER
 JA1217'LINE OF WEST SOUTH STREET, 55 FEET SOUTHWEST OF SOUTHWEST CORNER
 JA1217'OF ROY HOPPEL RESIDENCE, 12 FEET EAST OF CENTER LINE OF A
 JA1217'NORTH-SOUTH ALLEY, 4 FEET NORTHEAST AND INSIDE A FENCE CORNER, 2
 JA1217'FEET NORTH OF FENCE LINE EAST, AND IS A U.S.E. BOLT AND
 JA1217'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1216 ***********************************************************************
 JA1216  DESIGNATION -  PBM 40 CAP USE
 JA1216  PID         -  JA1216
 JA1216  STATE/COUNTY-  IN/POSEY
 JA1216  COUNTRY     -  US
 JA1216  USGS QUAD   -  NEW HARMONY (2019)
 JA1216
 JA1216                         *CURRENT SURVEY CONTROL
 JA1216  ______________________________________________________________________
 JA1216* NAD 83(1986) POSITION- 38 07 40.6    (N) 087 56 22.0    (W)   HD_HELD2
 JA1216* NAVD 88 ORTHO HEIGHT -   115.850 (meters)      380.08  (feet) ADJUSTED
 JA1216  ______________________________________________________________________
 JA1216  GEOID HEIGHT    -        -30.820 (meters)                     GEOID18
 JA1216  DYNAMIC HEIGHT  -        115.772 (meters)      379.83  (feet) COMP
 JA1216  MODELED GRAVITY -    979,955.3   (mgal)                       NAVD 88
 JA1216
 JA1216  VERT ORDER      -  FIRST     CLASS II
 JA1216
 JA1216.The horizontal coordinates were established by autonomous hand held GPS
 JA1216.observations and have an estimated accuracy of +/- 10 meters.
 JA1216
 JA1216.The orthometric height was determined by differential leveling and
 JA1216.adjusted by the NATIONAL GEODETIC SURVEY
 JA1216.in June 1991.
 JA1216
 JA1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1216.GEOID18 height accuracy estimate available here.
 JA1216
 JA1216.Click photographs - Photos may exist for this station.
 JA1216
 JA1216.The dynamic height is computed by dividing the NAVD 88
 JA1216.geopotential number by the normal gravity value computed on the
 JA1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1216.degrees latitude (g = 980.6199 gals.).
 JA1216
 JA1216.The modeled gravity was interpolated from observed gravity values.
 JA1216
 JA1216;                    North         East    Units  Estimated Accuracy
 JA1216;SPC IN W     -   320,041.      824,938.      MT  (+/- 10 meters HH2 GPS)
 JA1216
 JA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1766120427(NAD 83)
 JA1216
 JA1216                          SUPERSEDED SURVEY CONTROL
 JA1216
 JA1216  NGVD 29 (??/??/92)  115.970  (m)          380.48   (f) ADJ UNCH    1 2
 JA1216
 JA1216.Superseded values are not recommended for survey control.
 JA1216
 JA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1216.See file dsdata.pdf to determine how the superseded data were derived.
 JA1216
 JA1216_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1216+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 JA1216
 JA1216  HISTORY     - Date     Condition        Report By
 JA1216  HISTORY     - UNK      MONUMENTED       USACE
 JA1216  HISTORY     - 1954     GOOD             CGS
 JA1216  HISTORY     - 20060727 GOOD             ILDT
 JA1216  HISTORY     - 20070717 GOOD             GEOCAC
 JA1216
 JA1216                          STATION DESCRIPTION
 JA1216
 JA1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1216'AT NEW HARMONY.
 JA1216'AT NEW HARMONY, AT THE WEST END OF WEST STEAM MILL STREET, 100
 JA1216'FEET SOUTH OF CENTER LINE OF STREET, 178 FEET NORTH OF CENTER
 JA1216'LINE OF WEST SOUTH STREET, 55 FEET SOUTHWEST OF SOUTHWEST CORNER
 JA1216'OF ROY HOPPEL RESIDENCE, 12 FEET EAST OF CENTER LINE OF A
 JA1216'NORTH-SOUTH ALLEY, 4 FEET NORTHEAST AND INSIDE A FENCE CORNER, 2
 JA1216'FEET NORTH OF FENCE LINE EAST, AND IS A U.S.E. CAP ON 4-INCH
 JA1216'PIPE AND PROJECTING 10 INCHES.
 JA1216
 JA1216                          STATION RECOVERY (2006)
 JA1216
 JA1216'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JA1216'RECOVERED IN GOOD CONDITION.
 JA1216
 JA1216                          STATION RECOVERY (2007)
 JA1216
 JA1216'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JA1216'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE BACK YARD OF
 JA1216'THE HOUSE AT 703 SOUTH ARTHUR STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1223 ***********************************************************************
 JA1223  DESIGNATION -  PBM 43 BOLT USE
 JA1223  PID         -  JA1223
 JA1223  STATE/COUNTY-  IN/POSEY
 JA1223  COUNTRY     -  US
 JA1223  USGS QUAD   -  SOLITUDE (2019)
 JA1223
 JA1223                         *CURRENT SURVEY CONTROL
 JA1223  ______________________________________________________________________
 JA1223* NAD 83(1986) POSITION- 38 05 29.     (N) 087 57 15.     (W)   SCALED
 JA1223* NAVD 88 ORTHO HEIGHT -   110.477 (meters)      362.46  (feet) ADJUSTED
 JA1223  ______________________________________________________________________
 JA1223  GEOID HEIGHT    -        -30.745 (meters)                     GEOID18
 JA1223  DYNAMIC HEIGHT  -        110.403 (meters)      362.21  (feet) COMP
 JA1223  MODELED GRAVITY -    979,953.0   (mgal)                       NAVD 88
 JA1223
 JA1223  VERT ORDER      -  FIRST     CLASS II
 JA1223
 JA1223.The horizontal coordinates were scaled from a map and have
 JA1223.an estimated accuracy of +/- 6 seconds.
 JA1223
 JA1223.The orthometric height was determined by differential leveling and
 JA1223.adjusted by the NATIONAL GEODETIC SURVEY
 JA1223.in June 1991.
 JA1223
 JA1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1223.GEOID18 height accuracy estimate available here.
 JA1223
 JA1223.Click photographs - Photos may exist for this station.
 JA1223
 JA1223.The dynamic height is computed by dividing the NAVD 88
 JA1223.geopotential number by the normal gravity value computed on the
 JA1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1223.degrees latitude (g = 980.6199 gals.).
 JA1223
 JA1223.The modeled gravity was interpolated from observed gravity values.
 JA1223
 JA1223;                    North         East    Units  Estimated Accuracy
 JA1223;SPC IN W     -   316,000.      823,610.      MT  (+/- 180 meters Scaled)
 JA1223
 JA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH163163(NAD 83)
 JA1223
 JA1223                          SUPERSEDED SURVEY CONTROL
 JA1223
 JA1223  NGVD 29 (??/??/92)  110.596  (m)          362.85   (f) ADJ UNCH    1 2
 JA1223
 JA1223.Superseded values are not recommended for survey control.
 JA1223
 JA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1223.See file dsdata.pdf to determine how the superseded data were derived.
 JA1223
 JA1223_MARKER: B = BOLT
 JA1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1223
 JA1223  HISTORY     - Date     Condition        Report By
 JA1223  HISTORY     - UNK      MONUMENTED       USACE
 JA1223  HISTORY     - 1954     GOOD             CGS
 JA1223
 JA1223                          STATION DESCRIPTION
 JA1223
 JA1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1223'3.6 MI SW FROM NEW HARMONY.
 JA1223'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1223'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1223'THENCE ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1223'THENCE ABOUT 1.55 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, AT
 JA1223'ABANDONED WINKLERS FERRY ON WABASH RIVER, 15 FEET NORTH OF CENTER
 JA1223'LINE OF OLD FERRY ROAD, 43 FEET NORTH AND ACROSS OLD FERRY ROAD
 JA1223'FROM A 55-INCH ELM TREE, 37 FEET WEST OF CENTER LINE OF A GRAVEL
 JA1223'ROAD NORTH, 14 FEET EAST OF A TRIANGULAR BLAZED 48-INCH SYCAMORE
 JA1223'TREE, 9.8 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 28-INCH
 JA1223'ELM TREE, 38 1/2 FEET NORTHWEST OF WEST END OF AN 18-INCH METAL
 JA1223'PIPE CULVERT UNDER GRAVEL ROAD AND IS A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1222 ***********************************************************************
 JA1222  DESIGNATION -  PBM 43 CAP USE
 JA1222  PID         -  JA1222
 JA1222  STATE/COUNTY-  IN/POSEY
 JA1222  COUNTRY     -  US
 JA1222  USGS QUAD   -  SOLITUDE (2019)
 JA1222
 JA1222                         *CURRENT SURVEY CONTROL
 JA1222  ______________________________________________________________________
 JA1222* NAD 83(1986) POSITION- 38 05 29.     (N) 087 57 15.     (W)   SCALED
 JA1222* NAVD 88 ORTHO HEIGHT -   111.715 (meters)      366.52  (feet) ADJUSTED
 JA1222  ______________________________________________________________________
 JA1222  GEOID HEIGHT    -        -30.745 (meters)                     GEOID18
 JA1222  DYNAMIC HEIGHT  -        111.639 (meters)      366.27  (feet) COMP
 JA1222  MODELED GRAVITY -    979,953.0   (mgal)                       NAVD 88
 JA1222
 JA1222  VERT ORDER      -  FIRST     CLASS II
 JA1222
 JA1222.The horizontal coordinates were scaled from a map and have
 JA1222.an estimated accuracy of +/- 6 seconds.
 JA1222
 JA1222.The orthometric height was determined by differential leveling and
 JA1222.adjusted by the NATIONAL GEODETIC SURVEY
 JA1222.in June 1991.
 JA1222
 JA1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1222.GEOID18 height accuracy estimate available here.
 JA1222
 JA1222.Click photographs - Photos may exist for this station.
 JA1222
 JA1222.The dynamic height is computed by dividing the NAVD 88
 JA1222.geopotential number by the normal gravity value computed on the
 JA1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1222.degrees latitude (g = 980.6199 gals.).
 JA1222
 JA1222.The modeled gravity was interpolated from observed gravity values.
 JA1222
 JA1222;                    North         East    Units  Estimated Accuracy
 JA1222;SPC IN W     -   316,000.      823,610.      MT  (+/- 180 meters Scaled)
 JA1222
 JA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH163163(NAD 83)
 JA1222
 JA1222                          SUPERSEDED SURVEY CONTROL
 JA1222
 JA1222  NGVD 29 (??/??/92)  111.834  (m)          366.91   (f) ADJ UNCH    1 2
 JA1222
 JA1222.Superseded values are not recommended for survey control.
 JA1222
 JA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1222.See file dsdata.pdf to determine how the superseded data were derived.
 JA1222
 JA1222_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1222
 JA1222  HISTORY     - Date     Condition        Report By
 JA1222  HISTORY     - UNK      MONUMENTED       USACE
 JA1222  HISTORY     - 1954     GOOD             CGS
 JA1222
 JA1222                          STATION DESCRIPTION
 JA1222
 JA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1222'3.6 MI SW FROM NEW HARMONY.
 JA1222'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1222'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1222'THENCE ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1222'THENCE ABOUT 1.55 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, AT
 JA1222'ABANDONED WINKLERS FERRY ON WABASH RIVER, 15 FEET NORTH OF CENTER
 JA1222'LINE OF OLD FERRY ROAD, 43 FEET NORTH AND ACROSS OLD FERRY ROAD
 JA1222'FROM A 55-INCH ELM TREE, 37 FEET WEST OF CENTER LINE OF A GRAVEL
 JA1222'ROAD NORTH, 14 FEET EAST OF A TRIANGULAR BLAZED 48-INCH SYCAMORE
 JA1222'TREE, 9.8 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 28-INCH
 JA1222'ELM TREE, 38 1/2 FEET NORTHWEST OF WEST END OF AN 18-INCH METAL
 JA1222'PIPE CULVERT UNDER GRAVEL ROAD A U.S.E. PIPE AND CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1233 ***********************************************************************
 JA1233  DESIGNATION -  PBM 44 BOLT USE
 JA1233  PID         -  JA1233
 JA1233  STATE/COUNTY-  IN/POSEY
 JA1233  COUNTRY     -  US
 JA1233  USGS QUAD   -  SOLITUDE (2019)
 JA1233
 JA1233                         *CURRENT SURVEY CONTROL
 JA1233  ______________________________________________________________________
 JA1233* NAD 83(1986) POSITION- 38 03 00.     (N) 087 59 48.     (W)   SCALED
 JA1233* NAVD 88 ORTHO HEIGHT -   110.132 (meters)      361.32  (feet) ADJUSTED
 JA1233  ______________________________________________________________________
 JA1233  GEOID HEIGHT    -        -30.641 (meters)                     GEOID18
 JA1233  DYNAMIC HEIGHT  -        110.057 (meters)      361.08  (feet) COMP
 JA1233  MODELED GRAVITY -    979,951.9   (mgal)                       NAVD 88
 JA1233
 JA1233  VERT ORDER      -  FIRST     CLASS II
 JA1233
 JA1233.The horizontal coordinates were scaled from a map and have
 JA1233.an estimated accuracy of +/- 6 seconds.
 JA1233
 JA1233.The orthometric height was determined by differential leveling and
 JA1233.adjusted by the NATIONAL GEODETIC SURVEY
 JA1233.in June 1991.
 JA1233
 JA1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1233.GEOID18 height accuracy estimate available here.
 JA1233
 JA1233.Click photographs - Photos may exist for this station.
 JA1233
 JA1233.The dynamic height is computed by dividing the NAVD 88
 JA1233.geopotential number by the normal gravity value computed on the
 JA1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1233.degrees latitude (g = 980.6199 gals.).
 JA1233
 JA1233.The modeled gravity was interpolated from observed gravity values.
 JA1233
 JA1233;                    North         East    Units  Estimated Accuracy
 JA1233;SPC IN W     -   311,440.      819,840.      MT  (+/- 180 meters Scaled)
 JA1233
 JA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125118(NAD 83)
 JA1233
 JA1233                          SUPERSEDED SURVEY CONTROL
 JA1233
 JA1233  NGVD 29 (??/??/92)  110.248  (m)          361.71   (f) ADJ UNCH    1 2
 JA1233
 JA1233.Superseded values are not recommended for survey control.
 JA1233
 JA1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1233.See file dsdata.pdf to determine how the superseded data were derived.
 JA1233
 JA1233_MARKER: B = BOLT
 JA1233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1233
 JA1233  HISTORY     - Date     Condition        Report By
 JA1233  HISTORY     - UNK      MONUMENTED       USACE
 JA1233  HISTORY     - 1954     GOOD             CGS
 JA1233
 JA1233                          STATION DESCRIPTION
 JA1233
 JA1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1233'8.4 MI SW FROM NEW HARMONY.
 JA1233'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1233'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1233'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1233'THENCE ABOUT 3.2 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD TO
 JA1233'A POINT ABOUT 0.45 MILE SOUTHWEST OF ENTRANCE TO CAMP POHOKO OF
 JA1233'BOYS SCOUTS OF AMERICA, THENCE ABOUT 0.45 MILE WEST ACROSS A
 JA1233'PLOWED FIELD, ABOUT 0.5 MILE NORTHWEST ACROSS A COUNTRY FROM A
 JA1233'ROAD JUNCTION AND MC FADEN CEMETERY, ABOUT 60 YARDS UPSTREAM ALONG
 JA1233'LEFT BANK OF WABASH RIVER FROM THE FOOT OF TWIN SISTER ISLAND NO.
 JA1233'1, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD AND IN AN OLD
 JA1233'FENCE ROW, 10 FEET EAST OF CENTER LINE OF A FISHING ROAD, 115
 JA1233'FEET SOUTH OF TOP OF RIVER BANK, 21 FEET NORTH OF A TRIANGULAR
 JA1233'BLAZED 30-INCH BLACK WALNUT TREE, 6 FEET SOUTHWEST OF A 14-INCH
 JA1233'BLACK LOCUST TREE, AND IS A U.S.E. BOLT PIPE PROJECTING ABOUT
 JA1233'30 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1232 ***********************************************************************
 JA1232  DESIGNATION -  PBM 44 CAP USE
 JA1232  PID         -  JA1232
 JA1232  STATE/COUNTY-  IN/POSEY
 JA1232  COUNTRY     -  US
 JA1232  USGS QUAD   -  SOLITUDE (2019)
 JA1232
 JA1232                         *CURRENT SURVEY CONTROL
 JA1232  ______________________________________________________________________
 JA1232* NAD 83(1986) POSITION- 38 02 59.     (N) 087 59 48.     (W)   SCALED
 JA1232* NAVD 88 ORTHO HEIGHT -   111.383 (meters)      365.43  (feet) ADJUSTED
 JA1232  ______________________________________________________________________
 JA1232  GEOID HEIGHT    -        -30.640 (meters)                     GEOID18
 JA1232  DYNAMIC HEIGHT  -        111.308 (meters)      365.18  (feet) COMP
 JA1232  MODELED GRAVITY -    979,951.9   (mgal)                       NAVD 88
 JA1232
 JA1232  VERT ORDER      -  FIRST     CLASS II
 JA1232
 JA1232.The horizontal coordinates were scaled from a map and have
 JA1232.an estimated accuracy of +/- 6 seconds.
 JA1232
 JA1232.The orthometric height was determined by differential leveling and
 JA1232.adjusted by the NATIONAL GEODETIC SURVEY
 JA1232.in June 1991.
 JA1232
 JA1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1232.GEOID18 height accuracy estimate available here.
 JA1232
 JA1232.Click photographs - Photos may exist for this station.
 JA1232
 JA1232.The dynamic height is computed by dividing the NAVD 88
 JA1232.geopotential number by the normal gravity value computed on the
 JA1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1232.degrees latitude (g = 980.6199 gals.).
 JA1232
 JA1232.The modeled gravity was interpolated from observed gravity values.
 JA1232
 JA1232;                    North         East    Units  Estimated Accuracy
 JA1232;SPC IN W     -   311,410.      819,840.      MT  (+/- 180 meters Scaled)
 JA1232
 JA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125118(NAD 83)
 JA1232
 JA1232                          SUPERSEDED SURVEY CONTROL
 JA1232
 JA1232  NGVD 29 (??/??/92)  111.500  (m)          365.81   (f) ADJ UNCH    1 2
 JA1232
 JA1232.Superseded values are not recommended for survey control.
 JA1232
 JA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1232.See file dsdata.pdf to determine how the superseded data were derived.
 JA1232
 JA1232_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1232
 JA1232  HISTORY     - Date     Condition        Report By
 JA1232  HISTORY     - UNK      MONUMENTED       USACE
 JA1232  HISTORY     - 1954     GOOD             CGS
 JA1232
 JA1232                          STATION DESCRIPTION
 JA1232
 JA1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1232'8.4 MI SW FROM NEW HARMONY.
 JA1232'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1232'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1232'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1232'THENCE ABOUT 3.2 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD TO
 JA1232'A POINT ABOUT 0.45 MILE SOUTHWEST OF ENTRANCE TO CAMP POHOKO OF
 JA1232'BOY SCOUTS OF AMERICA, THENCE ABOUT 0.45 MILE WEST ACROSS A
 JA1232'PLOWED FIELD, ABOUT 0.5 MILE NORTHWEST ACROSS COUNTRY FROM A ROAD
 JA1232'JUNCTION AND MC FADEN CEMETERY, ABOUT 60 YARDS UPSTREAM ALONG
 JA1232'LEFT BANK OF WABASH RIVER FROM THE FOOT OF TWIN SISTER ISLAND NO.
 JA1232'1, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD AND IN AN OLD
 JA1232'FENCE ROW, 10 FEET EAST OF CENTER LINE OF A FISHING ROAD, 115
 JA1232'FEET SOUTH OF TOP OF RIVER BANK, 21 FEET NORTH OF A TRIANGULAR
 JA1232'BLAZED 30-INCH BLACK WALNUT TREE, 6 FEET SOUTHWEST OF A 14-INCH
 JA1232'BLACK LOCUST TREE, AND IS A U.S.E. CAP ON PIPE PROJECTING ABOUT
 JA1232'30 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0101 ***********************************************************************
 HB0101  DESIGNATION -  PBM 48 BOLT USE
 HB0101  PID         -  HB0101
 HB0101  STATE/COUNTY-  IN/POSEY
 HB0101  COUNTRY     -  US
 HB0101  USGS QUAD   -  EMMA (2018)
 HB0101
 HB0101                         *CURRENT SURVEY CONTROL
 HB0101  ______________________________________________________________________
 HB0101* NAD 83(1986) POSITION- 37 53 22.     (N) 088 03 21.     (W)   SCALED
 HB0101* NAVD 88 ORTHO HEIGHT -   110.050 (meters)      361.06  (feet) ADJUSTED
 HB0101  ______________________________________________________________________
 HB0101  GEOID HEIGHT    -        -30.331 (meters)                     GEOID18
 HB0101  DYNAMIC HEIGHT  -        109.975 (meters)      360.81  (feet) COMP
 HB0101  MODELED GRAVITY -    979,947.9   (mgal)                       NAVD 88
 HB0101
 HB0101  VERT ORDER      -  FIRST     CLASS II
 HB0101
 HB0101.The horizontal coordinates were scaled from a map and have
 HB0101.an estimated accuracy of +/- 6 seconds.
 HB0101
 HB0101.The orthometric height was determined by differential leveling and
 HB0101.adjusted by the NATIONAL GEODETIC SURVEY
 HB0101.in June 1991.
 HB0101
 HB0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0101.GEOID18 height accuracy estimate available here.
 HB0101
 HB0101.Click photographs - Photos may exist for this station.
 HB0101
 HB0101.The dynamic height is computed by dividing the NAVD 88
 HB0101.geopotential number by the normal gravity value computed on the
 HB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0101.degrees latitude (g = 980.6199 gals.).
 HB0101
 HB0101.The modeled gravity was interpolated from observed gravity values.
 HB0101
 HB0101;                    North         East    Units  Estimated Accuracy
 HB0101;SPC IN W     -   293,670.      814,460.      MT  (+/- 180 meters Scaled)
 HB0101
 HB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG071940(NAD 83)
 HB0101
 HB0101                          SUPERSEDED SURVEY CONTROL
 HB0101
 HB0101  NGVD 29 (11/26/84)  110.158  (m)          361.41   (f) ADJUSTED    1 2
 HB0101
 HB0101.Superseded values are not recommended for survey control.
 HB0101
 HB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0101.See file dsdata.pdf to determine how the superseded data were derived.
 HB0101
 HB0101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0101
 HB0101  HISTORY     - Date     Condition        Report By
 HB0101  HISTORY     - UNK      MONUMENTED       USACE
 HB0101  HISTORY     - 1954     GOOD             CGS
 HB0101
 HB0101                          STATION DESCRIPTION
 HB0101
 HB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0101'9.8 MI SW FROM PRAIRIE.
 HB0101'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0101'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG A GRAVEL
 HB0101'ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL
 HB0101'ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD,
 HB0101'THENCE ABOUT 2.3 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 HB0101'0.8 MILE NORTH ALONG A GRADED ROAD, THENCE ABOUT 0.15 MILE EAST ALONG
 HB0101'A PRIVATE ROAD ON PROPERTY OF B.S. PINDELL, ON THE LEFT BANK OF
 HB0101'WABASH RIVER, 16 1/2 FEET SOUTH OF CENTER LINE OF PRIVATE ROAD,
 HB0101'152 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST ONE
 HB0101'OF TWO OLD BARNS, 62 1/2 FEET NORTH-NORTHEAST OF A WELL WITH PUMP,
 HB0101'81 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 HB0101'20-INCH ELM TREE, 53 FEET SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR
 HB0101'BLAZED 8-INCH HACKBERRY TREE, 7 1/2 FEET EAST OF A TRIANGULAR
 HB0101'BLAZED 20-INCH FORKED BLACK LOCUST TREE, 10 FEET SOUTH OF A FENCE
 HB0101'LINE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. CAP ON
 HB0101'4-INCH PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0100 ***********************************************************************
 HB0100  DESIGNATION -  PBM 48 CAP USE
 HB0100  PID         -  HB0100
 HB0100  STATE/COUNTY-  IN/POSEY
 HB0100  COUNTRY     -  US
 HB0100  USGS QUAD   -  EMMA (2018)
 HB0100
 HB0100                         *CURRENT SURVEY CONTROL
 HB0100  ______________________________________________________________________
 HB0100* NAD 83(1986) POSITION- 37 53 22.     (N) 088 03 21.     (W)   SCALED
 HB0100* NAVD 88 ORTHO HEIGHT -   111.281 (meters)      365.09  (feet) ADJUSTED
 HB0100  ______________________________________________________________________
 HB0100  GEOID HEIGHT    -        -30.331 (meters)                     GEOID18
 HB0100  DYNAMIC HEIGHT  -        111.205 (meters)      364.85  (feet) COMP
 HB0100  MODELED GRAVITY -    979,947.9   (mgal)                       NAVD 88
 HB0100
 HB0100  VERT ORDER      -  FIRST     CLASS II
 HB0100
 HB0100.The horizontal coordinates were scaled from a map and have
 HB0100.an estimated accuracy of +/- 6 seconds.
 HB0100
 HB0100.The orthometric height was determined by differential leveling and
 HB0100.adjusted by the NATIONAL GEODETIC SURVEY
 HB0100.in June 1991.
 HB0100
 HB0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0100.GEOID18 height accuracy estimate available here.
 HB0100
 HB0100.Click photographs - Photos may exist for this station.
 HB0100
 HB0100.The dynamic height is computed by dividing the NAVD 88
 HB0100.geopotential number by the normal gravity value computed on the
 HB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0100.degrees latitude (g = 980.6199 gals.).
 HB0100
 HB0100.The modeled gravity was interpolated from observed gravity values.
 HB0100
 HB0100;                    North         East    Units  Estimated Accuracy
 HB0100;SPC IN W     -   293,670.      814,460.      MT  (+/- 180 meters Scaled)
 HB0100
 HB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG071940(NAD 83)
 HB0100
 HB0100                          SUPERSEDED SURVEY CONTROL
 HB0100
 HB0100  NGVD 29 (11/26/84)  111.389  (m)          365.45   (f) ADJUSTED    1 2
 HB0100
 HB0100.Superseded values are not recommended for survey control.
 HB0100
 HB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0100.See file dsdata.pdf to determine how the superseded data were derived.
 HB0100
 HB0100_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0100
 HB0100  HISTORY     - Date     Condition        Report By
 HB0100  HISTORY     - UNK      MONUMENTED       USACE
 HB0100  HISTORY     - 1954     GOOD             CGS
 HB0100
 HB0100                          STATION DESCRIPTION
 HB0100
 HB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0100'9.8 MI SW FROM PRAIRIE.
 HB0100'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE CROSSROADS
 HB0100'AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG A GRAVEL
 HB0100'ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL
 HB0100'ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL ROAD,
 HB0100'THENCE ABOUT 2.3 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 HB0100'0.8 MILE NORTH ALONG A GRADED ROAD, THENCE ABOUT 0.15 MILE EAST ALONG
 HB0100'A PRIVATE ROAD ON PROPERTY OF B.S. PINDELL, ON THE LEFT BANK OF
 HB0100'WABASH RIVER, 16 1/2 FEET SOUTH OF CENTER LINE OF PRIVATE ROAD,
 HB0100'152 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST ONE
 HB0100'OF TWO OLD BARNS, 62 1/2 FEET NORTH-NORTHEAST OF A WELL WITH PUMP,
 HB0100'81 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 HB0100'20-INCH ELM TREE, 53 FEET SOUTHWEST AND ACROSS ROAD FROM A TRIANGULAR
 HB0100'BLAZED 8-INCH HACKBERRY TREE, 7 1/2 FEET EAST OF A TRIANGULAR
 HB0100'BLAZED 20-INCH FORKED BLACK LOCUST TREE, 10 FEET SOUTH OF A FENCE
 HB0100'LINE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND IS A U.S.E. CAP ON
 HB0100'4-INCH PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0098 ***********************************************************************
 HB0098  DESIGNATION -  PBM 49 BOLT USE
 HB0098  PID         -  HB0098
 HB0098  STATE/COUNTY-  IN/POSEY
 HB0098  COUNTRY     -  US
 HB0098  USGS QUAD   -  EMMA (2018)
 HB0098
 HB0098                         *CURRENT SURVEY CONTROL
 HB0098  ______________________________________________________________________
 HB0098* NAD 83(1986) POSITION- 37 52 49.     (N) 088 04 25.     (W)   SCALED
 HB0098* NAVD 88 ORTHO HEIGHT -   109.236 (meters)      358.39  (feet) ADJUSTED
 HB0098  ______________________________________________________________________
 HB0098  GEOID HEIGHT    -        -30.294 (meters)                     GEOID18
 HB0098  DYNAMIC HEIGHT  -        109.161 (meters)      358.14  (feet) COMP
 HB0098  MODELED GRAVITY -    979,948.2   (mgal)                       NAVD 88
 HB0098
 HB0098  VERT ORDER      -  FIRST     CLASS II
 HB0098
 HB0098.The horizontal coordinates were scaled from a map and have
 HB0098.an estimated accuracy of +/- 6 seconds.
 HB0098
 HB0098.The orthometric height was determined by differential leveling and
 HB0098.adjusted by the NATIONAL GEODETIC SURVEY
 HB0098.in June 1991.
 HB0098
 HB0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0098.GEOID18 height accuracy estimate available here.
 HB0098
 HB0098.Click photographs - Photos may exist for this station.
 HB0098
 HB0098.The dynamic height is computed by dividing the NAVD 88
 HB0098.geopotential number by the normal gravity value computed on the
 HB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0098.degrees latitude (g = 980.6199 gals.).
 HB0098
 HB0098.The modeled gravity was interpolated from observed gravity values.
 HB0098
 HB0098;                    North         East    Units  Estimated Accuracy
 HB0098;SPC IN W     -   292,670.      812,880.      MT  (+/- 180 meters Scaled)
 HB0098
 HB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG055930(NAD 83)
 HB0098
 HB0098                          SUPERSEDED SURVEY CONTROL
 HB0098
 HB0098  NGVD 29 (11/26/84)  109.343  (m)          358.74   (f) ADJUSTED    1 2
 HB0098
 HB0098.Superseded values are not recommended for survey control.
 HB0098
 HB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0098.See file dsdata.pdf to determine how the superseded data were derived.
 HB0098
 HB0098_MARKER: B = BOLT
 HB0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0098
 HB0098  HISTORY     - Date     Condition        Report By
 HB0098  HISTORY     - UNK      MONUMENTED       USACE
 HB0098  HISTORY     - 1954     GOOD             CGS
 HB0098
 HB0098                          STATION DESCRIPTION
 HB0098
 HB0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0098'9.8 MI SW FROM PRAIRIE.
 HB0098'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0098'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST ALONG
 HB0098'A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST ALONG
 HB0098'A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG A GRAVEL
 HB0098'ROAD, THENCE ABOUT 2.35 MILES WEST ALONG A GRAVEL ROAD TO A POINT
 HB0098'ABOUT 0.05 MILE NORTH OF A CURVE IN GRAVEL ROAD WITH TANGENTS
 HB0098'EXTENDING NORTH AND EAST, THENCE ABOUT 0.95 MILE WEST ALONG A
 HB0098'FARM ROAD, LOCATED ON THE SOUTHWEST SIDE OF A LARGE CRIB MOUND,
 HB0098'ABOUT 265 YARDS EAST OF THE LEFT BANK OF WABASH RIVER, 71.3 FEET
 HB0098'SOUTH-SOUTHWEST OF SOUTH CORNER OF LARGE CRIB, 52 FEET SOUTH-SOUTHEAST
 HB0098'OF CENTER LINE OF A FARM DRIVE LEADING WEST-SOUTHWEST TO RIVER,
 HB0098'25 FEET NORTH-NORTHWEST OF CENTER LINE OF A DRIVE LEADING INTO A
 HB0098'FIELD, 31.8 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH OAK TREE,
 HB0098'24 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 24-INCH OAK TREE,
 HB0098'9 1/2 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 36-INCH OAK TREE
 HB0098'AND IS A 4-INCH IRON PIPE ON TOP OF A BOLT WITH PIPE PROJECTING
 HB0098'ABOUT 30 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0097 ***********************************************************************
 HB0097  DESIGNATION -  PBM 49 CAP USE
 HB0097  PID         -  HB0097
 HB0097  STATE/COUNTY-  IN/POSEY
 HB0097  COUNTRY     -  US
 HB0097  USGS QUAD   -  EMMA (2018)
 HB0097
 HB0097                         *CURRENT SURVEY CONTROL
 HB0097  ______________________________________________________________________
 HB0097* NAD 83(1986) POSITION- 37 52 48.     (N) 088 04 25.     (W)   SCALED
 HB0097* NAVD 88 ORTHO HEIGHT -   110.478 (meters)      362.46  (feet) ADJUSTED
 HB0097  ______________________________________________________________________
 HB0097  GEOID HEIGHT    -        -30.293 (meters)                     GEOID18
 HB0097  DYNAMIC HEIGHT  -        110.403 (meters)      362.21  (feet) COMP
 HB0097  MODELED GRAVITY -    979,948.2   (mgal)                       NAVD 88
 HB0097
 HB0097  VERT ORDER      -  FIRST     CLASS II
 HB0097
 HB0097.The horizontal coordinates were scaled from a map and have
 HB0097.an estimated accuracy of +/- 6 seconds.
 HB0097
 HB0097.The orthometric height was determined by differential leveling and
 HB0097.adjusted by the NATIONAL GEODETIC SURVEY
 HB0097.in June 1991.
 HB0097
 HB0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0097.GEOID18 height accuracy estimate available here.
 HB0097
 HB0097.Click photographs - Photos may exist for this station.
 HB0097
 HB0097.The dynamic height is computed by dividing the NAVD 88
 HB0097.geopotential number by the normal gravity value computed on the
 HB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0097.degrees latitude (g = 980.6199 gals.).
 HB0097
 HB0097.The modeled gravity was interpolated from observed gravity values.
 HB0097
 HB0097;                    North         East    Units  Estimated Accuracy
 HB0097;SPC IN W     -   292,640.      812,880.      MT  (+/- 180 meters Scaled)
 HB0097
 HB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG055930(NAD 83)
 HB0097
 HB0097                          SUPERSEDED SURVEY CONTROL
 HB0097
 HB0097  NGVD 29 (11/26/84)  110.590  (m)          362.83   (f) ADJUSTED    1 2
 HB0097
 HB0097.Superseded values are not recommended for survey control.
 HB0097
 HB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0097.See file dsdata.pdf to determine how the superseded data were derived.
 HB0097
 HB0097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0097
 HB0097  HISTORY     - Date     Condition        Report By
 HB0097  HISTORY     - UNK      MONUMENTED       USACE
 HB0097  HISTORY     - 1954     GOOD             CGS
 HB0097
 HB0097                          STATION DESCRIPTION
 HB0097
 HB0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0097'9.8 MI SW FROM PRAIRIE.
 HB0097'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HB0097'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST
 HB0097'ALONG A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH AND SOUTHWEST
 HB0097'ALONG A GRAVEL ROAD, THENCE ABOUT 1.5 MILES WEST AND SOUTH ALONG
 HB0097'A GRAVEL ROAD, THENCE ABOUT 2.35 MILES WEST ALONG A GRAVEL ROAD TO
 HB0097'A POINT ABOUT 0.05 MILE NORTH OF A CURVE IN GRAVEL ROAD WITH TANGENTS
 HB0097'EXTENDING NORTH AND EAST, THENCE ABOUT 0.95 MILE WEST ALONG A FARM
 HB0097'ROAD, LOCATED ON THE SOUTHWEST SIDE OF A LARGE CRIB MOUND, ABOUT
 HB0097'265 YARDS EAST OF THE LEFT BANK OF WABASH RIVER, 71.3 FEET
 HB0097'SOUTH-SOUTHWEST OF SOUTH CORNER OF LARGE CRIB, 52 FEET
 HB0097'SOUTH-SOUTHEAST OF CENTER LINE OF A FARM DRIVE LEADING WEST-SOUTHWEST
 HB0097'TO RIVER, 25 FEET NORTH-NORTHWEST OF CENTER LINE OF A DRIVE LEADING
 HB0097'INTO A FIELD, 31.8 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH
 HB0097'OAK TREE, 24 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 24-INCH
 HB0097'OAK TREE, 9 1/2 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED
 HB0097'36-INCH OAK TREE AND IS A U.S.E. CAP ON A 4-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0690 ***********************************************************************
 JA0690  DESIGNATION -  PBM 50
 JA0690  PID         -  JA0690
 JA0690  STATE/COUNTY-  IN/MARTIN
 JA0690  COUNTRY     -  US
 JA0690  USGS QUAD   -  SHOALS (2019)
 JA0690
 JA0690                         *CURRENT SURVEY CONTROL
 JA0690  ______________________________________________________________________
 JA0690* NAD 83(1986) POSITION- 38 39 59.     (N) 086 47 34.     (W)   SCALED
 JA0690* NAVD 88 ORTHO HEIGHT -   146.579 (meters)      480.90  (feet) ADJUSTED
 JA0690  ______________________________________________________________________
 JA0690  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 JA0690  DYNAMIC HEIGHT  -        146.484 (meters)      480.59  (feet) COMP
 JA0690  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0690
 JA0690  VERT ORDER      -  FIRST     CLASS II
 JA0690
 JA0690.The horizontal coordinates were scaled from a map and have
 JA0690.an estimated accuracy of +/- 6 seconds.
 JA0690
 JA0690.The orthometric height was determined by differential leveling and
 JA0690.adjusted by the NATIONAL GEODETIC SURVEY
 JA0690.in June 1991.
 JA0690
 JA0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0690.GEOID18 height accuracy estimate available here.
 JA0690
 JA0690.Click photographs - Photos may exist for this station.
 JA0690
 JA0690.The dynamic height is computed by dividing the NAVD 88
 JA0690.geopotential number by the normal gravity value computed on the
 JA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0690.degrees latitude (g = 980.6199 gals.).
 JA0690
 JA0690.The modeled gravity was interpolated from observed gravity values.
 JA0690
 JA0690;                    North         East    Units  Estimated Accuracy
 JA0690;SPC IN W     -   379,500.      925,290.      MT  (+/- 180 meters Scaled)
 JA0690
 JA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH180797(NAD 83)
 JA0690
 JA0690                          SUPERSEDED SURVEY CONTROL
 JA0690
 JA0690  NGVD 29 (??/??/92)  146.72   (m)          481.4    (f) COMPUTED    1 2
 JA0690
 JA0690.Superseded values are not recommended for survey control.
 JA0690
 JA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0690.See file dsdata.pdf to determine how the superseded data were derived.
 JA0690
 JA0690_MARKER: DD = SURVEY DISK
 JA0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0690_SP_SET: PIER
 JA0690_STAMPING: P 50
 JA0690_MARK LOGO: CARAS
 JA0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0690
 JA0690  HISTORY     - Date     Condition        Report By
 JA0690  HISTORY     - UNK      MONUMENTED       BRWE
 JA0690  HISTORY     - 1930     GOOD             CGS
 JA0690
 JA0690                          STATION DESCRIPTION
 JA0690
 JA0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JA0690'AT SHOALS.
 JA0690'AT SHOALS, MARTIN COUNTY, ON THE BALTIMORE AND OHIO RR, AT BRIDGE
 JA0690'147/21 OVER WHITE RIVER, AND IN THE TOP OF UPSTREAM END OF THE
 JA0690'FIRST PIER FROM THE E END OF THE BRIDGE.  A BROCK AND WEYMOUTH
 JA0690'STANDARD DISK, STAMPED P 50.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1280 ***********************************************************************
 KA1280  DESIGNATION -  PBM 6 BOLT
 KA1280  PID         -  KA1280
 KA1280  STATE/COUNTY-  IN/VIGO
 KA1280  COUNTRY     -  US
 KA1280  USGS QUAD   -  HUTTON (2019)
 KA1280
 KA1280                         *CURRENT SURVEY CONTROL
 KA1280  ______________________________________________________________________
 KA1280* NAD 83(1986) POSITION- 39 18 42.     (N) 087 36 12.     (W)   SCALED
 KA1280* NAVD 88 ORTHO HEIGHT -   137.005 (meters)      449.49  (feet) ADJUSTED
 KA1280  ______________________________________________________________________
 KA1280  GEOID HEIGHT    -        -32.327 (meters)                     GEOID18
 KA1280  DYNAMIC HEIGHT  -        136.926 (meters)      449.23  (feet) COMP
 KA1280  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 KA1280
 KA1280  VERT ORDER      -  FIRST     CLASS II
 KA1280
 KA1280.The horizontal coordinates were scaled from a map and have
 KA1280.an estimated accuracy of +/- 6 seconds.
 KA1280
 KA1280.The orthometric height was determined by differential leveling and
 KA1280.adjusted by the NATIONAL GEODETIC SURVEY
 KA1280.in June 1991.
 KA1280
 KA1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1280.GEOID18 height accuracy estimate available here.
 KA1280
 KA1280.Click photographs - Photos may exist for this station.
 KA1280
 KA1280.The dynamic height is computed by dividing the NAVD 88
 KA1280.geopotential number by the normal gravity value computed on the
 KA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1280.degrees latitude (g = 980.6199 gals.).
 KA1280
 KA1280.The modeled gravity was interpolated from observed gravity values.
 KA1280
 KA1280;                    North         East    Units  Estimated Accuracy
 KA1280;SPC IN W     -   451,230.      855,150.      MT  (+/- 180 meters Scaled)
 KA1280
 KA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ479515(NAD 83)
 KA1280
 KA1280                          SUPERSEDED SURVEY CONTROL
 KA1280
 KA1280  NGVD 29 (??/??/92)  137.116  (m)          449.85   (f) ADJ UNCH    1 2
 KA1280
 KA1280.Superseded values are not recommended for survey control.
 KA1280
 KA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1280.See file dsdata.pdf to determine how the superseded data were derived.
 KA1280
 KA1280_MARKER: B = BOLT
 KA1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1280_STAMPING: 6
 KA1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1280
 KA1280  HISTORY     - Date     Condition        Report By
 KA1280  HISTORY     - 1903     MONUMENTED       USACE
 KA1280  HISTORY     - 1956     GOOD             CGS
 KA1280
 KA1280                          STATION DESCRIPTION
 KA1280
 KA1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1280'4 MI NE FROM DARWIN.
 KA1280'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL
 KA1280'ROAD FROM FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE
 KA1280'DARWIN, CLARK COUNTY, ILLINOIS, THENCE ABOUT 2.25 MILES NORTH ALONG
 KA1280'A GRAVEL ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE
 KA1280'ABOUT 0.25 MILE WEST AND SOUTHWEST ALONG AN ABANDONED ROAD WHICH
 KA1280'FOLLOWS ALONG THE SOUTHEAST SIDE OF LEVEE, IN SECTION 14, T. 10 N.,
 KA1280'R. 11 W., 52 FEET SOUTHEAST OF CENTER LINE OF ABANDONED ROAD, 80
 KA1280'FEET SOUTHEAST OF CENTER OF TOP OF LEVEE, AT THE SITE OF FORMER
 KA1280'FRED MAURER HOUSE, 12 FEET NORTHEAST OF A LONE 40-INCH MAPLE TREE,
 KA1280'AND IS A U.S.E. PIPE AND CAP OVER BOLT, THE PIPE PRJECTING 10 INCHES.
 KA1280'THE CAP WAS STAMPED 6 BY THIS PARTY IN 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1279 ***********************************************************************
 KA1279  DESIGNATION -  PBM 6 CAP
 KA1279  PID         -  KA1279
 KA1279  STATE/COUNTY-  IN/VIGO
 KA1279  COUNTRY     -  US
 KA1279  USGS QUAD   -  HUTTON (2019)
 KA1279
 KA1279                         *CURRENT SURVEY CONTROL
 KA1279  ______________________________________________________________________
 KA1279* NAD 83(1986) POSITION- 39 18 42.     (N) 087 36 12.     (W)   SCALED
 KA1279* NAVD 88 ORTHO HEIGHT -   138.249 (meters)      453.57  (feet) ADJUSTED
 KA1279  ______________________________________________________________________
 KA1279  GEOID HEIGHT    -        -32.327 (meters)                     GEOID18
 KA1279  DYNAMIC HEIGHT  -        138.169 (meters)      453.31  (feet) COMP
 KA1279  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 KA1279
 KA1279  VERT ORDER      -  FIRST     CLASS II
 KA1279
 KA1279.The horizontal coordinates were scaled from a map and have
 KA1279.an estimated accuracy of +/- 6 seconds.
 KA1279
 KA1279.The orthometric height was determined by differential leveling and
 KA1279.adjusted by the NATIONAL GEODETIC SURVEY
 KA1279.in June 1991.
 KA1279
 KA1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1279.GEOID18 height accuracy estimate available here.
 KA1279
 KA1279.Click photographs - Photos may exist for this station.
 KA1279
 KA1279.The dynamic height is computed by dividing the NAVD 88
 KA1279.geopotential number by the normal gravity value computed on the
 KA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1279.degrees latitude (g = 980.6199 gals.).
 KA1279
 KA1279.The modeled gravity was interpolated from observed gravity values.
 KA1279
 KA1279;                    North         East    Units  Estimated Accuracy
 KA1279;SPC IN W     -   451,230.      855,150.      MT  (+/- 180 meters Scaled)
 KA1279
 KA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ479515(NAD 83)
 KA1279
 KA1279                          SUPERSEDED SURVEY CONTROL
 KA1279
 KA1279  NGVD 29 (??/??/92)  138.366  (m)          453.96   (f) ADJ UNCH    1 2
 KA1279
 KA1279.Superseded values are not recommended for survey control.
 KA1279
 KA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1279.See file dsdata.pdf to determine how the superseded data were derived.
 KA1279
 KA1279_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1279_STAMPING: 6
 KA1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1279
 KA1279  HISTORY     - Date     Condition        Report By
 KA1279  HISTORY     - 1903     MONUMENTED       USACE
 KA1279  HISTORY     - 1956     GOOD             CGS
 KA1279
 KA1279                          STATION DESCRIPTION
 KA1279
 KA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1279'4 MI NE FROM DARWIN.
 KA1279'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1279'FROM FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1279'CLARK COUNTY, ILLINOIS, THENCE ABOUT 2.25 MILES NORTH ALONG A
 KA1279'GRAVEL ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE
 KA1279'ABOUT 0.25 MILE WEST AND SOUTHWEST ALONG AN ABANDONED ROAD WHICH
 KA1279'FOLLOWS ALONG THE SOUTHEAST SIDE OF LEVEE, IN SECTION 14, T.
 KA1279'10 N., R. 11 W., 52 FEET SOUTHEAST OF CENTER LINE OF ABANDONED
 KA1279'ROAD, 80 FEET SOUTHEAST OF CENTER OF TOP OF LEVEE, AT THE SITE
 KA1279'OF FORMER FRED MAURER HOUSE, 12 FEET NORTHEAST OF A LONE 40-INCH
 KA1279'MAPLE TREE, AND IS A U.S.E. PIPE AND CAP OVER BOLT, THE PIPE
 KA1279'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0191 ***********************************************************************
 JB0191  DESIGNATION -  PBM ALDRICH
 JB0191  PID         -  JB0191
 JB0191  STATE/COUNTY-  IN/POSEY
 JB0191  COUNTRY     -  US
 JB0191  USGS QUAD   -  MAUNIE (2018)
 JB0191
 JB0191                         *CURRENT SURVEY CONTROL
 JB0191  ______________________________________________________________________
 JB0191* NAD 83(1986) POSITION- 38 02 44.     (N) 088 02 04.     (W)   SCALED
 JB0191* NAVD 88 ORTHO HEIGHT -   113.184 (meters)      371.34  (feet) ADJUSTED
 JB0191  ______________________________________________________________________
 JB0191  GEOID HEIGHT    -        -30.599 (meters)                     GEOID18
 JB0191  DYNAMIC HEIGHT  -        113.107 (meters)      371.09  (feet) COMP
 JB0191  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 JB0191
 JB0191  VERT ORDER      -  FIRST     CLASS II
 JB0191
 JB0191.The horizontal coordinates were scaled from a map and have
 JB0191.an estimated accuracy of +/- 6 seconds.
 JB0191
 JB0191.The orthometric height was determined by differential leveling and
 JB0191.adjusted by the NATIONAL GEODETIC SURVEY
 JB0191.in June 1991.
 JB0191
 JB0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0191.GEOID18 height accuracy estimate available here.
 JB0191
 JB0191.Click photographs - Photos may exist for this station.
 JB0191
 JB0191.The dynamic height is computed by dividing the NAVD 88
 JB0191.geopotential number by the normal gravity value computed on the
 JB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0191.degrees latitude (g = 980.6199 gals.).
 JB0191
 JB0191.The modeled gravity was interpolated from observed gravity values.
 JB0191
 JB0191;                    North         East    Units  Estimated Accuracy
 JB0191;SPC IN W     -   310,980.      816,520.      MT  (+/- 180 meters Scaled)
 JB0191
 JB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH092113(NAD 83)
 JB0191
 JB0191                          SUPERSEDED SURVEY CONTROL
 JB0191
 JB0191  NGVD 29 (??/??/92)  113.300  (m)          371.72   (f) ADJ UNCH    1 2
 JB0191
 JB0191.Superseded values are not recommended for survey control.
 JB0191
 JB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0191.See file dsdata.pdf to determine how the superseded data were derived.
 JB0191
 JB0191_MARKER: P = PIPE CAP
 JB0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0191
 JB0191  HISTORY     - Date     Condition        Report By
 JB0191  HISTORY     - UNK      MONUMENTED       USACE
 JB0191  HISTORY     - 1954     GOOD             CGS
 JB0191
 JB0191                          STATION DESCRIPTION
 JB0191
 JB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0191'10.6 MI SW FROM NEW HARMONY.
 JB0191'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 JB0191'OF U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0191'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0191'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0191'TO A ROAD JUNCTION AND MC FADEN CEMETERY, THENCE ABOUT 2.25 MILES
 JB0191'WEST ALONG A DIRT ROAD, ON THE LEFT BANK OF WABASH RIVER, LOCATED
 JB0191'ON A LARGE CRIB MOUND LOCALLY KNOWN AS ALDRICH MOUND, BETWEEN
 JB0191'A CRIB AND A TWO-ROOM FRAME HOUSE, 7 1/2 FEET NORTH OF NORTHEAST
 JB0191'CORNER OF CRIB, 5 1/2 FEET WEST OF CONCRETE RETAINING WALL ALONG
 JB0191'EAST SIDE OF MOUND, 7 FEET SOUTHWEST OF SOUTHEAST CORNER OF FRAME
 JB0191'HOUSE, 2 1/4 FEET WEST OF BM 102 (U.S.E.), AND PROJECTING ABOUT
 JB0191'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1161 ***********************************************************************
 JA1161  DESIGNATION -  PBM GRAND RAPIDS USE
 JA1161  PID         -  JA1161
 JA1161  STATE/COUNTY-  IN/KNOX
 JA1161  COUNTRY     -  US
 JA1161  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1161
 JA1161                         *CURRENT SURVEY CONTROL
 JA1161  ______________________________________________________________________
 JA1161* NAD 83(1986) POSITION- 38 26 05.     (N) 087 44 24.     (W)   SCALED
 JA1161* NAVD 88 ORTHO HEIGHT -   120.539 (meters)      395.47  (feet) ADJUSTED
 JA1161  ______________________________________________________________________
 JA1161  GEOID HEIGHT    -        -31.306 (meters)                     GEOID18
 JA1161  DYNAMIC HEIGHT  -        120.462 (meters)      395.22  (feet) COMP
 JA1161  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JA1161
 JA1161  VERT ORDER      -  FIRST     CLASS II
 JA1161
 JA1161.The horizontal coordinates were scaled from a map and have
 JA1161.an estimated accuracy of +/- 6 seconds.
 JA1161
 JA1161.The orthometric height was determined by differential leveling and
 JA1161.adjusted by the NATIONAL GEODETIC SURVEY
 JA1161.in June 1991.
 JA1161
 JA1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1161.GEOID18 height accuracy estimate available here.
 JA1161
 JA1161.Click photographs - Photos may exist for this station.
 JA1161
 JA1161.The dynamic height is computed by dividing the NAVD 88
 JA1161.geopotential number by the normal gravity value computed on the
 JA1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1161.degrees latitude (g = 980.6199 gals.).
 JA1161
 JA1161.The modeled gravity was interpolated from observed gravity values.
 JA1161
 JA1161;                    North         East    Units  Estimated Accuracy
 JA1161;SPC IN W     -   353,950.      842,670.      MT  (+/- 180 meters Scaled)
 JA1161
 JA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH354543(NAD 83)
 JA1161
 JA1161                          SUPERSEDED SURVEY CONTROL
 JA1161
 JA1161  NGVD 29 (??/??/92)  120.675  (m)          395.91   (f) ADJ UNCH    1 2
 JA1161
 JA1161.Superseded values are not recommended for survey control.
 JA1161
 JA1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1161.See file dsdata.pdf to determine how the superseded data were derived.
 JA1161
 JA1161_MARKER: Z = SEE DESCRIPTION
 JA1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1161+STABILITY: SURFACE MOTION
 JA1161
 JA1161  HISTORY     - Date     Condition        Report By
 JA1161  HISTORY     - UNK      MONUMENTED       USACE
 JA1161  HISTORY     - 1954     GOOD             CGS
 JA1161
 JA1161                          STATION DESCRIPTION
 JA1161
 JA1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1161'1.2 MI NE FROM MT CARMEL.
 JA1161'ABOUT 1.2 MILES NORTHEAST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1161'OF THE WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT. CARMEL,
 JA1161'AT GRAND RAPIDS LOCK AND DAM THAT IS ABANDONED, LOCATED IN THE
 JA1161'TOP OF THE COPING STONE AT THE UPSTREAM END OF THE LAND SIDE OF THE
 JA1161'LOCK, AT THE JUNCTION OF THREE COPING STONES, 7 FEET
 JA1161'SOUTH-SOUTHEAST OF THE NORTHMOST BOLLARD ON THE LAND SIDE OF THE
 JA1161'LOCK, 37 FEET NORTH OF THE LAND SIDE GATE HINGE, 4 FEET EAST OF
 JA1161'THE RIVERSIDE EDGE OF THE LANDSIDE WALL OF LOCK AND IS A 1-INCH
 JA1161'SQUARE HOLE CUT IN THE COPING STONE AND SURROUNDED BY THE LETTERS
 JA1161'USPBM CUT IN THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1332 ***********************************************************************
 KA1332  DESIGNATION -  PBM RIVERTON
 KA1332  PID         -  KA1332
 KA1332  STATE/COUNTY-  IN/SULLIVAN
 KA1332  COUNTRY     -  US
 KA1332  USGS QUAD   -  MEROM (2019)
 KA1332
 KA1332                         *CURRENT SURVEY CONTROL
 KA1332  ______________________________________________________________________
 KA1332* NAD 83(1986) POSITION- 39 01 13.     (N) 087 34 04.     (W)   SCALED
 KA1332* NAVD 88 ORTHO HEIGHT -   134.549 (meters)      441.43  (feet) ADJUSTED
 KA1332  ______________________________________________________________________
 KA1332  GEOID HEIGHT    -        -32.012 (meters)                     GEOID18
 KA1332  DYNAMIC HEIGHT  -        134.469 (meters)      441.17  (feet) COMP
 KA1332  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 KA1332
 KA1332  VERT ORDER      -  FIRST     CLASS II
 KA1332
 KA1332.The horizontal coordinates were scaled from a map and have
 KA1332.an estimated accuracy of +/- 6 seconds.
 KA1332
 KA1332.The orthometric height was determined by differential leveling and
 KA1332.adjusted by the NATIONAL GEODETIC SURVEY
 KA1332.in June 1991.
 KA1332
 KA1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1332.GEOID18 height accuracy estimate available here.
 KA1332
 KA1332.Click photographs - Photos may exist for this station.
 KA1332
 KA1332.The dynamic height is computed by dividing the NAVD 88
 KA1332.geopotential number by the normal gravity value computed on the
 KA1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1332.degrees latitude (g = 980.6199 gals.).
 KA1332
 KA1332.The modeled gravity was interpolated from observed gravity values.
 KA1332
 KA1332;                    North         East    Units  Estimated Accuracy
 KA1332;SPC IN W     -   418,860.      858,050.      MT  (+/- 180 meters Scaled)
 KA1332
 KA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ508191(NAD 83)
 KA1332
 KA1332                          SUPERSEDED SURVEY CONTROL
 KA1332
 KA1332  NGVD 29 (??/??/92)  134.683  (m)          441.87   (f) ADJ UNCH    1 2
 KA1332
 KA1332.Superseded values are not recommended for survey control.
 KA1332
 KA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1332.See file dsdata.pdf to determine how the superseded data were derived.
 KA1332
 KA1332_MARKER: Q = CHISELED SQUARE
 KA1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1332_SP_SET: BRIDGE
 KA1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1332
 KA1332  HISTORY     - Date     Condition        Report By
 KA1332  HISTORY     - 1903     MONUMENTED       USACE
 KA1332  HISTORY     - 1956     GOOD             CGS
 KA1332  HISTORY     - 20080827 MARK NOT FOUND   STANTI
 KA1332
 KA1332                          STATION DESCRIPTION
 KA1332
 KA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1332'AT RIVERTON.
 KA1332'AT RIVERTON, AT THE EAST END OF ILLINOIS CENTRAL RAILROAD BRIDGE
 KA1332'OVER WABASH RIVER, A 2-INCH DIM OUTLINED SQUARE IN THE TOP OF
 KA1332'SOUTH END OF EAST BRIDGE SEAT, 10 FEET SOUTH OF SOUTH RAIL,
 KA1332'8 1/2 FEET NORTH OF SOUTH END OF ABUTMENT, 2 FEET WEST OF WEST
 KA1332'FACE OF BACK WALL OF ABUTMENT AND 6 1/2 FEET BELOW LEVEL OF
 KA1332'TRACK.
 KA1332
 KA1332                          STATION RECOVERY (2008)
 KA1332
 KA1332'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008
 KA1332'RAPIDLY DETERIORATING CONCRETE AT ABUTEMENT WOULD INDICATE CHISELED
 KA1332'SQUARE IS DISTURBED OR BROKEN WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8500 ***********************************************************************
 AE8500  CBN         -  This is a Cooperative Base Network Control Station.
 AE8500  DESIGNATION -  PC 64
 AE8500  PID         -  AE8500
 AE8500  STATE/COUNTY-  IN/PIKE
 AE8500  COUNTRY     -  US
 AE8500  USGS QUAD   -  VELPEN (2019)
 AE8500
 AE8500                         *CURRENT SURVEY CONTROL
 AE8500  ______________________________________________________________________
 AE8500* NAD 83(2011) POSITION- 38 18 19.78151(N) 087 05 30.96028(W)   ADJUSTED
 AE8500* NAD 83(2011) ELLIP HT-   133.308 (meters)        (06/27/12)   ADJUSTED
 AE8500* NAD 83(2011) EPOCH   -  2010.00
 AE8500* NAVD 88 ORTHO HEIGHT -   165.3   (meters)      542.    (feet) GPS OBS
 AE8500  ______________________________________________________________________
 AE8500  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8500  GEOID HEIGHT    -        -31.894 (meters)                     GEOID96
 AE8500  GEOID HEIGHT    -        -32.022 (meters)                     GEOID18
 AE8500  NAD 83(2011) X  -    254,255.531 (meters)                     COMP
 AE8500  NAD 83(2011) Y  - -5,005,132.075 (meters)                     COMP
 AE8500  NAD 83(2011) Z  -  3,932,192.054 (meters)                     COMP
 AE8500  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 AE8500
 AE8500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8500  Standards:
 AE8500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8500  -------------------------------------------------------------------
 AE8500  NETWORK    0.66   1.49           0.31   0.21   0.76     -0.11875562
 AE8500  -------------------------------------------------------------------
 AE8500  Click here for local accuracies and other accuracy information.
 AE8500
 AE8500.The horizontal coordinates were established by GPS observations
 AE8500.and adjusted by the National Geodetic Survey in June 2012.
 AE8500
 AE8500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8500.been affixed to the stable North American tectonic plate. See 
 AE8500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8500
 AE8500.The horizontal coordinates are valid at the epoch date displayed above
 AE8500.which is a decimal equivalence of Year/Month/Day.
 AE8500
 AE8500.The orthometric height was determined by GPS observations and a
 AE8500.high-resolution geoid model.
 AE8500
 AE8500.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8500.GEOID18 height accuracy estimate available here.
 AE8500
 AE8500.Click photographs - Photos may exist for this station.
 AE8500
 AE8500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8500
 AE8500.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8500
 AE8500.The ellipsoidal height was determined by GPS observations
 AE8500.and is referenced to NAD 83.
 AE8500
 AE8500. The following values were computed from the NAD 83(2011) position.
 AE8500
 AE8500;                    North         East     Units Scale Factor Converg.
 AE8500;SPC IN W     -   339,402.669   899,247.803   MT  0.99996667   -0 00 19.2
 AE8500;SPC IN W     - 1,113,523.59  2,950,282.17   sFT  0.99996667   -0 00 19.2
 AE8500;UTM  16      - 4,239,715.190   491,962.090   MT  0.99960080   -0 03 25.1
 AE8500
 AE8500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8500!SPC IN W     -   0.99997908  x   0.99996667  =   0.99994575
 AE8500!UTM  16      -   0.99997908  x   0.99960080  =   0.99957989
 AE8500
 AE8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9196239715(NAD 83)
 AE8500
 AE8500                          SUPERSEDED SURVEY CONTROL
 AE8500
 AE8500  NAD 83(2007)-  38 18 19.78156(N)    087 05 30.96111(W) AD(2002.00) 0
 AE8500  ELLIP H (02/10/07)  133.338  (m)                       GP(2002.00)    
 AE8500  NAD 83(1997)-  38 18 19.78158(N)    087 05 30.96143(W) AD(       ) B
 AE8500  ELLIP H (04/10/98)  133.361  (m)                       GP(       ) 4 1
 AE8500
 AE8500.Superseded values are not recommended for survey control.
 AE8500
 AE8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8500.See file dsdata.pdf to determine how the superseded data were derived.
 AE8500
 AE8500_MARKER: Z = SEE DESCRIPTION
 AE8500_SETTING: 66 = SET IN ROCK OUTCROP
 AE8500_STAMPING: PC 64
 AE8500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8500+STABILITY: POSITION/ELEVATION WELL
 AE8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8500+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 AE8500
 AE8500  HISTORY     - Date     Condition        Report By
 AE8500  HISTORY     - 1997     MONUMENTED       INU
 AE8500  HISTORY     - 19970828 GOOD             SEC
 AE8500  HISTORY     - 20031203 GOOD             WOOLPT
 AE8500  HISTORY     - 20060821 GOOD             LNDMRK
 AE8500  HISTORY     - 20130709 GOOD             GEOCAC
 AE8500
 AE8500                          STATION DESCRIPTION
 AE8500
 AE8500'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8500'STATION IS LOCATED 16 KM (9.95 MI) WEST-NORTHWEST OF HUNTINGBURG AND
 AE8500'1.6 KM (1.00 MI) SOUTH-SOUTHEAST OF PIKEVILLE.  TO REACH THE STATION
 AE8500'FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE HIGHWAY 257, GO
 AE8500'EAST ALONG STATE HIGHWAY 64 FOR 2.35 MILES (3.78 KM) TO THE STATION ON
 AE8500'LEFT, IN THE RIGHT-OF-WAY OF STATE HIGHWAY 64.  OWNERSHIP--INDIANA
 AE8500'DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVENUE, ROOM 1101, STATE
 AE8500'OFFICE BUILDING, INDIANAPOLIS IN 46204, HENRY ALDRIDGE, PHONE
 AE8500'317-232-6764.  THE STATION IS AN UNSTAMPED STAINLESS STEEL PIN WITH A
 AE8500'PUNCH MARK IN THE CENTER, SET IN A 10 FOOT (3.0 M) X 30 FOOT (9.1 M)
 AE8500'AREA OF EXPOSED BEDROCK ABOUT 2 METERS (6.6 FT) ABOVE STATE HIGHWAY
 AE8500'64.  STATION IS 80.77 METERS (264.99 FT) WEST OF CENTERLINE OF COUNTY
 AE8500'ROAD 1000 EAST, 17.80 METERS (58.40 FT) SOUTHEAST OF A POWER POLE,
 AE8500'10.8 METERS (35.4 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64 AND
 AE8500'0.233 METERS (0.764 FT) EAST OF ANOTHER STAINLESS STEEL PIN
 AE8500'STAMPED---PC 64---.  STATION IS SET FLUSH IN THE TOP OF BEDROCK.
 AE8500
 AE8500                          STATION RECOVERY (2003)
 AE8500
 AE8500'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AE8500'RECOVERED IN GOOD CONDITION.
 AE8500
 AE8500                          STATION RECOVERY (2006)
 AE8500
 AE8500'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2006 (DLH)
 AE8500'RECOVERED IN GOOD CONDITION.
 AE8500
 AE8500                          STATION RECOVERY (2013)
 AE8500
 AE8500'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 AE8500'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0787 ***********************************************************************
 MD0787  DESIGNATION -  PEABODY NO 1
 MD0787  PID         -  MD0787
 MD0787  STATE/COUNTY-  IN/WHITLEY
 MD0787  COUNTRY     -  US
 MD0787  USGS QUAD   -  LAUD (2019)
 MD0787
 MD0787                         *CURRENT SURVEY CONTROL
 MD0787  ______________________________________________________________________
 MD0787* NAD 83(1986) POSITION- 41 04 38.98   (N) 085 28 14.24   (W)   HD_HELD1
 MD0787* NAVD 88 ORTHO HEIGHT -   258.037 (meters)      846.58  (feet) ADJUSTED
 MD0787  ______________________________________________________________________
 MD0787  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 MD0787  DYNAMIC HEIGHT  -        257.932 (meters)      846.23  (feet) COMP
 MD0787  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 MD0787
 MD0787  VERT ORDER      -  SECOND    CLASS 0
 MD0787
 MD0787.The horizontal coordinates were determined by differentially corrected
 MD0787.hand held GPS observations or other comparable positioning techniques
 MD0787.and have an estimated accuracy of +/- 3 meters.
 MD0787
 MD0787.The orthometric height was determined by differential leveling and
 MD0787.adjusted by the NATIONAL GEODETIC SURVEY
 MD0787.in June 1991.
 MD0787
 MD0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0787.GEOID18 height accuracy estimate available here.
 MD0787
 MD0787.Click photographs - Photos may exist for this station.
 MD0787
 MD0787.The dynamic height is computed by dividing the NAVD 88
 MD0787.geopotential number by the normal gravity value computed on the
 MD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0787.degrees latitude (g = 980.6199 gals.).
 MD0787
 MD0787.The modeled gravity was interpolated from observed gravity values.
 MD0787
 MD0787;                    North         East    Units  Estimated Accuracy
 MD0787;SPC IN E     -   647,182.5     116,474.4     MT  (+/- 3 meters HH1 GPS) 
 MD0787
 MD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2847448486(NAD 83)
 MD0787
 MD0787                          SUPERSEDED SURVEY CONTROL
 MD0787
 MD0787  NGVD 29 (??/??/92)  258.189  (m)          847.08   (f) ADJ UNCH    2 0
 MD0787
 MD0787.Superseded values are not recommended for survey control.
 MD0787
 MD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0787.See file dsdata.pdf to determine how the superseded data were derived.
 MD0787
 MD0787_MARKER: DR = REFERENCE MARK DISK
 MD0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0787_STAMPING: PEABODY NO 1 1946
 MD0787_MARK LOGO: CGS
 MD0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0787+STABILITY: SURFACE MOTION
 MD0787
 MD0787  HISTORY     - Date     Condition        Report By
 MD0787  HISTORY     - 1946     MONUMENTED       CGS
 MD0787  HISTORY     - 1961     GOOD             CGS
 MD0787
 MD0787                          STATION DESCRIPTION
 MD0787
 MD0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0787'5.5 MI S FROM COLUMBIA CITY.
 MD0787'ABOUT 5-1/2 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE
 MD0787'COURTHOUSE IN COLUMBIA CITY, IN THE SW ANGLE OF THE CROSS
 MD0787'INTERSECTION OF SAID AND NO. 14 INDIANA HWY., ABOUT 43 YARDS W
 MD0787'OF CENTER LINE OF THE FORMER, 27 FEET S OF CENTER LINE OF THE
 MD0787'LATTER, 0.5 FOOT LOWER THAN THE LATTER, 27 FEET NW OF NW CORNER
 MD0787'OF LARGE BRICK BUILDING, 15-3/4 FEET W OF PROJECTED PLANE OF W
 MD0787'WALL OF SAME, AND ABOUT 0.1 FOOT UNDERGROUND.  IT IS NOW IN THE
 MD0787'ENTRANCE WAY AND PARKING SPACE OF HEAVILY LOADED HIGHWAY TRAILER
 MD0787'TRUCKS AND THIS IS SUSPECTED AS THE POSSIBLE CAUSE OF THE
 MD0787'EVIDENCE OF SUBSIDENCE OF 0.18 FOOT AS DISCLOSED BY CONNECTION
 MD0787'THIS DATE TO BENCH MARK NO. L 36 OF LINE 103 WHICH MARK IS ABOUT
 MD0787'100 YARDS SSW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0789 ***********************************************************************
 MD0789  DESIGNATION -  PEABODY RESET
 MD0789  PID         -  MD0789
 MD0789  STATE/COUNTY-  IN/WHITLEY
 MD0789  COUNTRY     -  US
 MD0789  USGS QUAD   -  LAUD (2019)
 MD0789
 MD0789                         *CURRENT SURVEY CONTROL
 MD0789  ______________________________________________________________________
 MD0789* NAD 83(1997) POSITION- 41 04 40.11517(N) 085 28 13.69673(W)   ADJUSTED
 MD0789* NAVD 88 ORTHO HEIGHT -   257.779 (meters)      845.73  (feet) ADJUSTED
 MD0789  ______________________________________________________________________
 MD0789  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 MD0789  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 MD0789  DYNAMIC HEIGHT  -        257.673 (meters)      845.38  (feet) COMP
 MD0789  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 MD0789
 MD0789  HORZ ORDER      -  FIRST
 MD0789  VERT ORDER      -  SECOND    CLASS 0
 MD0789
 MD0789.The horizontal coordinates were established by classical geodetic methods
 MD0789.and adjusted by the National Geodetic Survey in May 1999.
 MD0789
 MD0789.The orthometric height was determined by differential leveling and
 MD0789.adjusted by the NATIONAL GEODETIC SURVEY
 MD0789.in June 1991.
 MD0789
 MD0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0789.GEOID18 height accuracy estimate available here.
 MD0789
 MD0789.Click photographs - Photos may exist for this station.
 MD0789
 MD0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0789
 MD0789.The dynamic height is computed by dividing the NAVD 88
 MD0789.geopotential number by the normal gravity value computed on the
 MD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0789.degrees latitude (g = 980.6199 gals.).
 MD0789
 MD0789.The modeled gravity was interpolated from observed gravity values.
 MD0789
 MD0789. The following values were computed from the NAD 83(1997) position.
 MD0789
 MD0789;                    North         East     Units Scale Factor Converg.
 MD0789;SPC IN E     -   647,217.594   116,486.960   MT  0.99997001   +0 07 44.1
 MD0789;SPC IN E     - 2,123,413.06    382,174.30   sFT  0.99997001   +0 07 44.1
 MD0789;UTM  16      - 4,548,521.780   628,486.423   MT  0.99980318   +1 00 18.6
 MD0789
 MD0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0789!SPC IN E     -   0.99996477  x   0.99997001  =   0.99993479
 MD0789!UTM  16      -   0.99996477  x   0.99980318  =   0.99976796
 MD0789
 MD0789:                Primary Azimuth Mark                     Grid Az
 MD0789:SPC IN E     -  NEFF                                     179 38 58.3
 MD0789:UTM  16      -  NEFF                                     178 46 23.8
 MD0789
 MD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2848648521(NAD 83)
 MD0789
 MD0789|---------------------------------------------------------------------|
 MD0789| PID    Reference Object                     Distance      Geod. Az  |
 MD0789|                                                           dddmmss.s |
 MD0789| CC9124 PEABODY RM 4                         22.724 METERS 04112     |
 MD0789| CC9123 PEABODY RM 3                         40.950 METERS 07435     |
 MD0789| LA2050 NEFF                                APPROX.14.9 KM 1794642.4 |
 MD0789| CC9122 PEABODY RM 1                         37.231 METERS 19955     |
 MD0789| AH3949 PEABODY RM 5                         19.705 METERS 22112     |
 MD0789| MD1428 PEABODY RM 2                         33.912 METERS 27532     |
 MD0789|---------------------------------------------------------------------|
 MD0789
 MD0789                          SUPERSEDED SURVEY CONTROL
 MD0789
 MD0789  NAD 83(1995)-  41 04 40.11759(N)    085 28 13.70382(W) AD(       ) 1
 MD0789  NAD 83(1986)-  41 04 40.11773(N)    085 28 13.70862(W) AD(       ) 1
 MD0789  NAD 27      -  41 04 39.95290(N)    085 28 13.79020(W) AD(       ) 1
 MD0789  NGVD 29 (??/??/92)  257.93   (m)          846.2    (f) COMPUTED    2 0
 MD0789  NGVD 29             257.53   (m)          844.9    (f) LEVELING    3  
 MD0789
 MD0789.Superseded values are not recommended for survey control.
 MD0789
 MD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0789.See file dsdata.pdf to determine how the superseded data were derived.
 MD0789
 MD0789_MARKER: DS = TRIANGULATION STATION DISK
 MD0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0789_STAMPING: PEABODY 1946 1961
 MD0789_MARK LOGO: CGS
 MD0789_PROJECTION: FLUSH
 MD0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0789+STABILITY: SURFACE MOTION
 MD0789
 MD0789  HISTORY     - Date     Condition        Report By
 MD0789  HISTORY     - 1961     MONUMENTED       CGS
 MD0789
 MD0789                          STATION DESCRIPTION
 MD0789
 MD0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 MD0789'RECOVERED THE DISTURBED SURFACE STATION, THE UNDISTURBED SUBSURFACE
 MD0789'STATION AND NO. 1 REFERENCE MARKS.  AZ. MARK FOUND DESTROYED.  R.M.S
 MD0789'NOS 2 AND 3 EVIDENTLY DESTROYED.  SET NEW REFERENCE MARKS NOS. 4 AND
 MD0789'5.  AND RESET THE SURFACE STATION MARK UNDERGROUND.
 MD0789'
 MD0789'ABOUT 5-1/2 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE IN
 MD0789'COLUMBIA CITY, AT INTERSECTION OF NOS. 9 AND 14 INDIANA HWYS., 89 FEET
 MD0789'W OF CENTER LINE OF FORMER, 87 FEET N OF CENTER LINE OF THE LATTER,
 MD0789'STANDARD DISKS, NOTE 7A STAMPED PEABODY 1946, STAMPED PEABODY 1946
 MD0789'1961 AND IS 1.1 FEET BELOW THE GROUND SURFACE.
 MD0789'
 MD0789'REFERENCE STAMPED PEABODY NO 1 1946, NOTE 11A, 0.1 FOOT UNDERGROUND,
 MD0789'IS 122.15 FEET OR 37.231 METERS SSW IN AZIMUTH 19 DEG 55 MIN 09 SEC
 MD0789'FROM THE STATION, 27 FEET NW OF NW CORNER OF A BRICK BUILDING, 16-3/4
 MD0789'FEET W OF PROJECTED PLANE OF W WALL OF SAME, 26 FEET S OF CENTER LINE
 MD0789'OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.5 FOOT LOWER THAN SAME.
 MD0789'
 MD0789'REFERENCE STAMPED PEABODY NO. 4 1961, NOTE 11B, FLUSH, IS 22.724
 MD0789'METERS OR 74.55 FEET NE IN AZIMUTH 221 DEG 12 MIN 34 SEC FROM THE
 MD0789'STATION, 130-1/2 FEET N OF CENTER LINE OF ONE HWY., 41 FEET W OF
 MD0789'CENTER LINE OF THE OTHER, 1.9 FEET LOWER THAN THE NEARER, AND 1.8 FEET
 MD0789'S OF STEEL WITNESS POST.
 MD0789'
 MD0789'REFERENCE STAMPED PEABODY NO. 5 1961, NOTE 11B, FLUSH, IS 19.705
 MD0789'METERS OR 64.65 FEET SW IN AZIMUTH 41 DEG 12 MIN 12 SEC FROM THE
 MD0789'STATION, 132 FEET W OF CENTER LINE OF ONE HWY., 40 FEET N OF THE
 MD0789'CENTER LINE OF THE OTHER, 1.5 FEET LOWER THAN THE OTHER, AND 1.7 FEET
 MD0789'W OF STEEL WITNESS POST.  NOTE-ALL EXCEPT THE SUBSURFACE STATION MARK
 MD0789'ARE BENCH MARKS OF C. AND G.S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH3949 ***********************************************************************
 AH3949  DESIGNATION -  PEABODY RM 5
 AH3949  PID         -  AH3949
 AH3949  STATE/COUNTY-  IN/WHITLEY
 AH3949  COUNTRY     -  US
 AH3949  USGS QUAD   -  LAUD (2019)
 AH3949
 AH3949                         *CURRENT SURVEY CONTROL
 AH3949  ______________________________________________________________________
 AH3949* NAD 83(1986) POSITION- 41 04 39.63   (N) 085 28 14.25   (W)   HD_HELD1
 AH3949* NAVD 88 ORTHO HEIGHT -   257.70  (meters)      845.5   (feet) RESET
 AH3949  ______________________________________________________________________
 AH3949  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 AH3949  VERT ORDER      -  THIRD
 AH3949
 AH3949.The horizontal coordinates were determined by differentially corrected
 AH3949.hand held GPS observations or other comparable positioning techniques
 AH3949.and have an estimated accuracy of +/- 3 meters.
 AH3949
 AH3949.The orthometric height was computed from unverified reset data.
 AH3949
 AH3949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3949.GEOID18 height accuracy estimate available here.
 AH3949
 AH3949.Click photographs - Photos may exist for this station.
 AH3949
 AH3949;                    North         East    Units  Estimated Accuracy
 AH3949;SPC IN E     -   647,202.6     116,474.1     MT  (+/- 3 meters HH1 GPS) 
 AH3949
 AH3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2847348506(NAD 83)
 AH3949
 AH3949                          SUPERSEDED SURVEY CONTROL
 AH3949
 AH3949.No superseded survey control is available for this station.
 AH3949
 AH3949_STAMPING: PEABODY NO 5 1961
 AH3949
 AH3949  HISTORY     - Date     Condition        Report By
 AH3949  HISTORY     - 1961     MONUMENTED       CGS
 AH3949
 AH3949                          STATION DESCRIPTION
 AH3949
 AH3949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AH3949'5.5 MI S FROM COLUMBIA CITY.
 AH3949'ABOUT 5-1/2 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE
 AH3949'COURTHOUSE IN COLUMBIA CITY, IN NW ANGLE OF ITS INTERSECTION
 AH3949'WITH NO. 14 INDIANA HWY., 132 FEET W OF CENTER LINE OF THE FORMER,
 AH3949'40 FEET N OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT OF THE
 AH3949'LATTER, 1.5 FEET LOWER THAN THE LATTER, FLUSH WITH THE GROUND,
 AH3949'AND 1.7 FEET W OF STEEL WITNESS POST.  NOTE TO OFFICE-- IN
 AH3949'DETERMINING THE ELEVATION OF THE SUBJECT MARK, A DIFFERENCE IN
 AH3949'ELEVATION BETWEEN R.M. NO. 1 PEABODY AND THE NEARBY L 36 WAS
 AH3949'OBTAINED THAT DIFFERS FROM THE DIFFERENCE DETERMINED IN THE
 AH3949'1946 LEVELING AND SO INJECTING AN UNCERTAINTY THAT WAS NOT
 AH3949'RESOLVED AS THIS IS WRITTEN.  SEE NOTE TO OFFICE ON R NOTE FOR
 AH3949'PEABODY NO 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2256 ***********************************************************************
 ME2256  DESIGNATION -  PEACOCK
 ME2256  PID         -  ME2256
 ME2256  STATE/COUNTY-  IN/ST JOSEPH
 ME2256  COUNTRY     -  US
 ME2256  USGS QUAD   -  LAKEVILLE (2019)
 ME2256
 ME2256                         *CURRENT SURVEY CONTROL
 ME2256  ______________________________________________________________________
 ME2256* NAD 83(1997) POSITION- 41 36 18.50776(N) 086 16 39.01239(W)   ADJUSTED
 ME2256* NAVD 88 ORTHO HEIGHT -   254.64  (+/-2cm)      835.4   (feet) VERTCON3
 ME2256  ______________________________________________________________________
 ME2256  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME2256  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 ME2256  HORZ ORDER      -  SECOND
 ME2256  VERT ORDER      -  THIRD ? (See Below)
 ME2256
 ME2256.The horizontal coordinates were established by classical geodetic methods
 ME2256.and adjusted by the National Geodetic Survey in May 1999.
 ME2256
 ME2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2256
 ME2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2256.GEOID18 height accuracy estimate available here.
 ME2256
 ME2256.The vertical order pertains to the NGVD 29 superseded value.
 ME2256
 ME2256.Click photographs - Photos may exist for this station.
 ME2256
 ME2256.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2256
 ME2256. The following values were computed from the NAD 83(1997) position.
 ME2256
 ME2256;                    North         East     Units Scale Factor Converg.
 ME2256;SPC IN E     -   705,943.003    49,081.629   MT  0.99999856   -0 24 20.2
 ME2256;SPC IN E     - 2,316,081.34    161,028.64   sFT  0.99999856   -0 24 20.2
 ME2256;UTM  16      - 4,606,189.049   560,204.122   MT  0.99964460   +0 28 47.1
 ME2256
 ME2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2256!SPC IN E     -   0.99996537  x   0.99999856  =   0.99996393
 ME2256!UTM  16      -   0.99996537  x   0.99964460  =   0.99960998
 ME2256
 ME2256:                Primary Azimuth Mark                     Grid Az
 ME2256:SPC IN E     -  HILBERRY                                 180 04 48.4
 ME2256:UTM  16      -  HILBERRY                                 179 11 41.1
 ME2256
 ME2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6020406189(NAD 83)
 ME2256
 ME2256|---------------------------------------------------------------------|
 ME2256| PID    Reference Object                     Distance      Geod. Az  |
 ME2256|                                                           dddmmss.s |
 ME2256| ME2251 HILBERRY                            APPROX. 3.6 KM 1794028.2 |
 ME2256| CM4347 PEACOCK RM                            9.660 METERS 23311     |
 ME2256|---------------------------------------------------------------------|
 ME2256
 ME2256                          SUPERSEDED SURVEY CONTROL
 ME2256
 ME2256  NAD 83(1994)-  41 36 18.51420(N)    086 16 39.01082(W) AD(       ) 2
 ME2256  NAD 83(1986)-  41 36 18.51396(N)    086 16 39.01226(W) AD(       ) 2
 ME2256  NAD 27      -  41 36 18.33790(N)    086 16 38.98970(W) AD(       ) 2
 ME2256  USSD        -  41 36 18.38800(N)    086 16 38.84000(W) AD(       ) 3
 ME2256  NGVD 29             254.75   (m)          835.8    (f) LEVELING    3  
 ME2256
 ME2256.Superseded values are not recommended for survey control.
 ME2256
 ME2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2256.See file dsdata.pdf to determine how the superseded data were derived.
 ME2256
 ME2256_MARKER: DS = TRIANGULATION STATION DISK
 ME2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2256_STAMPING: PEACOCK 1920
 ME2256_MARK LOGO: CGS
 ME2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2256+STABILITY: SURFACE MOTION
 ME2256
 ME2256  HISTORY     - Date     Condition        Report By
 ME2256  HISTORY     - 1920     MONUMENTED       CGS
 ME2256  HISTORY     - 1934     GOOD             INGS
 ME2256
 ME2256                          STATION DESCRIPTION
 ME2256
 ME2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2256'SIX MILES S OF SOUTH BEND ON THE W SIDE OF THE TRACK, 450 YARDS S OF
 ME2256'A ROAD CROSSING, 550
 ME2256'YARDS S OF MILEPOST T.H. 178, 5.775 METERS (18.95 FEET)
 ME2256'W OF THE W AND NEAREST RAIL.
 ME2256'THE STATION, UNDERGROUND AND
 ME2256'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2256'THE REFERENCE MARK IS ON THE SAME
 ME2256'SIDE OF THE
 ME2256'TRACK NEAR THE FENCE LINE, 9.66 METERS (31.69 FEET) FROM
 ME2256'THE STATION S 63 DEG 10 MIN W.
 ME2256
 ME2256                          STATION RECOVERY (1934)
 ME2256
 ME2256'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2256'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1512 ***********************************************************************
 HA1512  DESIGNATION -  PEDIGO
 HA1512  PID         -  HA1512
 HA1512  STATE/COUNTY-  IN/SPENCER
 HA1512  COUNTRY     -  US
 HA1512  USGS QUAD   -  ROCKPORT (2019)
 HA1512
 HA1512                         *CURRENT SURVEY CONTROL
 HA1512  ______________________________________________________________________
 HA1512* NAD 83(1997) POSITION- 37 54 57.89344(N) 087 06 48.20886(W)   ADJUSTED
 HA1512* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 HA1512  ______________________________________________________________________
 HA1512  GEOID HEIGHT    -        -31.146 (meters)                     GEOID18
 HA1512  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 HA1512  HORZ ORDER      -  FIRST
 HA1512
 HA1512.The horizontal coordinates were established by classical geodetic methods
 HA1512.and adjusted by the National Geodetic Survey in May 1999.
 HA1512
 HA1512.The orthometric height was scaled from a topographic map.
 HA1512
 HA1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1512.GEOID18 height accuracy estimate available here.
 HA1512
 HA1512.Click photographs - Photos may exist for this station.
 HA1512
 HA1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1512
 HA1512. The following values were computed from the NAD 83(1997) position.
 HA1512
 HA1512;                    North         East     Units Scale Factor Converg.
 HA1512;SPC IN W     -   296,180.173   897,357.013   MT  0.99996675   -0 01 06.5
 HA1512;SPC IN W     -   971,717.78  2,944,078.80   sFT  0.99996675   -0 01 06.5
 HA1512;SPC KY1Z     - 1,176,532.853 1,380,129.283   MT  0.99990518   -0 50 13.4
 HA1512;SPC KY1Z     - 3,860,008.20  4,527,974.16   sFT  0.99990518   -0 50 13.4
 HA1512;SPC KY S     -   676,515.549   380,118.184   MT  0.99999690   -0 49 36.6
 HA1512;SPC KY S     - 2,219,534.76  1,247,104.41   sFT  0.99999690   -0 49 36.6
 HA1512;UTM  16      - 4,196,510.216   490,033.207   MT  0.99960122   -0 04 10.8
 HA1512
 HA1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1512!SPC IN W     -   0.99998215  x   0.99996675  =   0.99994890
 HA1512!SPC KY1Z     -   0.99998215  x   0.99990518  =   0.99988733
 HA1512!SPC KY S     -   0.99998215  x   0.99999690  =   0.99997905
 HA1512!UTM  16      -   0.99998215  x   0.99960122  =   0.99958338
 HA1512
 HA1512:                Primary Azimuth Mark                     Grid Az
 HA1512:SPC IN W     -  PEDIGO AZ MK                             298 45 24.6
 HA1512:SPC KY1Z     -  PEDIGO AZ MK                             299 34 31.5
 HA1512:SPC KY S     -  PEDIGO AZ MK                             299 33 54.7
 HA1512:UTM  16      -  PEDIGO AZ MK                             298 48 28.9
 HA1512
 HA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9003396510(NAD 83)
 HA1512
 HA1512|---------------------------------------------------------------------|
 HA1512| PID    Reference Object                     Distance      Geod. Az  |
 HA1512|                                                           dddmmss.s |
 HA1512| HA1513 ROCKPORT ELECTRICAL AND WATER CO ST APPROX. 6.2 KM 1154507.2 |
 HA1512| CG9642 PEDIGO RM 1                          28.630 METERS 25827     |
 HA1512| CG9641 PEDIGO AZ MK                                       2984418.1 |
 HA1512| CG9643 PEDIGO RM 2                          48.713 METERS 32936     |
 HA1512|---------------------------------------------------------------------|
 HA1512
 HA1512                          SUPERSEDED SURVEY CONTROL
 HA1512
 HA1512  NAD 83(1993)-  37 54 57.89516(N)    087 06 48.20895(W) AD(       ) 1
 HA1512  NAD 83(1986)-  37 54 57.90215(N)    087 06 48.21189(W) AD(       ) 1
 HA1512  NAD 27      -  37 54 57.72800(N)    087 06 48.22000(W) AD(       ) 1
 HA1512
 HA1512.Superseded values are not recommended for survey control.
 HA1512
 HA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1512.See file dsdata.pdf to determine how the superseded data were derived.
 HA1512
 HA1512_MARKER: DS = TRIANGULATION STATION DISK
 HA1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1512_STAMPING: PEDIGO 1945
 HA1512_MARK LOGO: CGS
 HA1512_PROJECTION: RECESSED 30 CENTIMETERS
 HA1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1512+STABILITY: SURFACE MOTION
 HA1512
 HA1512  HISTORY     - Date     Condition        Report By
 HA1512  HISTORY     - 1945     MONUMENTED       CGS
 HA1512  HISTORY     - 1946     GOOD             CGS
 HA1512  HISTORY     - 1965     GOOD             AIRSUR
 HA1512
 HA1512                          STATION DESCRIPTION
 HA1512
 HA1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1512'THE STATION IS LOCATED ABOUT 4.5 MILES NW OF ROCKPORT, ON LAND OWNED
 HA1512'BY CHARLIE RUDISALL.  IT IS 200 FEET E OF THE RUDISALL
 HA1512'FARMHOUSE, IN THE SW CORNER OF AN APPLE ORCHARD, 85 FEET E OF THE
 HA1512'FARM DRIVEWAY, 41 FEET N OF THE APPROXIMATE CENTER LINE OF A
 HA1512'GRAVELED ROAD, AND 24 FEET NNE OF A POWER LINE POLE.  THE SURFACE
 HA1512'STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 HA1512'
 HA1512'STATION MARK IS A BRONZE STATION DISK IN CONCRETE AND IS STAMPED
 HA1512'---PEDIGO 1945---.  UNDERGROUND MARK IS A BRONZE STATION DISK IN
 HA1512'CONCRETE.
 HA1512'
 HA1512'REFERENCE MARK 1 IS 93.93 FEET WSW OF THE STATION, 20 FEET N OF THE
 HA1512'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 10 FEET W OF A FARM
 HA1512'DRIVEWAY, AND 1 FOOT E OF THE GARDEN FENCE.  IT IS A BRONZE REFERENCE
 HA1512'DISK IN CONCRETE, STAMPED---PEDIGO NO. 1 1945---AND PROJECTS 5 INCHES.
 HA1512'
 HA1512'REFERENCE MARK 2 IS 159.82 FEET NW OF THE STATION, 25 FEET N OF THE
 HA1512'NE CORNER OF THE BARN, AND 1 FOOT E OF THE BARNYARD FENCE.  IT IS A
 HA1512'BRONZE REFERENCE DISK IN CONCRETE, STAMPED---PEDIGO NO. 2 1945---AND
 HA1512'PROJECTS 6 INCHES.
 HA1512'
 HA1512'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION, 44 FEET N OF A FARM
 HA1512'DRIVEWAY, 21 FEET W OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 HA1512'ROAD, AND 3 FEET S OF A WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN
 HA1512'CONCRETE, STAMPED---PEDIGO 1945---AND PROJECTS 4 INCHES.
 HA1512'
 HA1512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND THE
 HA1512'MAIN CROSSROAD IN THE VILLAGE OF HATFIELD, GO E ON STATE HIGHWAY
 HA1512'66 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 161, CONTINUE ON E
 HA1512'ON HIGHWAY 66 FOR 2.8 MILES TO A GRAVELED CROSSROAD, TURN LEFT
 HA1512'AND GO 1 MILE TO ANOTHER CROSSROAD.*  HERE TURN RIGHT AND GO 0.3 MILE
 HA1512'TO THE SUMMIT OF THE GRADE AND CHARLIE RUDISALLS FARMHOUSE ON THE
 HA1512'LEFT AND THE STATION AS DESCRIBED.
 HA1512'
 HA1512'*TO REACH AZIMUTH MARK FROM THE CROSSROAD, GO N FOR 0.25 MILE TO THE
 HA1512'SUMMIT OF THE GRADE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HA1512'
 HA1512'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1512
 HA1512                          STATION RECOVERY (1946)
 HA1512
 HA1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1512'STATION WAS RECOVERED AS DESCRIBED IN 1945.  ALL MARKS WERE FOUND TO
 HA1512'BE IN VERY GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 HA1512'WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE DESCRIPTION FOLLOWS-
 HA1512'
 HA1512'STATION IS LOCATED IN A SMALL APPLE ORCHARD OWNED BY CHARLIE RUDISALL
 HA1512'ABOUT 5 MILES NORTHWEST OF ROCKPORT AND 4 MILES N OF PATRONVILLE.
 HA1512'IT IS 44 FEET N OF THE APPROXIMATE CENTER OF THE ROAD, 29 FEET NE OF
 HA1512'A POWER POLE AND ABOUT 60 YARDS SOUTH OF MR. RUDISALLS
 HA1512'HOUSE.  THE MARK IS ABOUT ONE FOOT BELOW THE SURFACE OF THE GROUND AND
 HA1512'THE DISK IS STAMPED---PEDIGO 1945---.
 HA1512'
 HA1512'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HA1512'SET IN A SQUARE CONCRETE BASE.
 HA1512'
 HA1512'REFERENCE MARK NO. 1 IS 93.93 FEET WEST-SOUTHWEST OF THE STATION. IT
 HA1512'IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND 1 FOOT
 HA1512'EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1512'STAMPED---PEDIGO NO. 1 1945---.
 HA1512'
 HA1512'REFERENCE MARK NO. 2 IS 159.82 FEET NORTHWEST OF THE STATION.  IT IS
 HA1512'30 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT EAST
 HA1512'OF THE FENCE. THE DISK IS STAMPED---PEDIGO NO. 2 1945---AND PROJECTS
 HA1512'ABOUT 5 INCHES.
 HA1512'
 HA1512'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION ON THE WEST
 HA1512'SIDE OF A NORTH-SOUTH ROAD.  IT IS 20 FEET WEST OF THE APPROXIMATE
 HA1512'CENTER OF THE ROAD, 23 FEET NORTHWEST OF A POWER POLE AND 3.5 FEET
 HA1512'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 HA1512'AND THE DISK IS STAMPED---PEDIGO 1945---.
 HA1512'
 HA1512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 66 IN
 HA1512'THE NORTHEAST SECTION OF ROCKPORT, GO NORTHWEST ON HIGHWAY 66 FOR 4
 HA1512'MILES TO A CROSSROAD, TURN RIGHT AND GO ONE MILE TO CROSSROADS*, TURN
 HA1512'RIGHT AND GO EAST 0.25 MILE TO MR. RUDISALLS HOUSE ON THE LEFT AND
 HA1512'STATION.
 HA1512'
 HA1512'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH 0.2 MILE
 HA1512'TO THE TOP OF THE GRADE AND THE AZIMUTH MARK.
 HA1512'
 HA1512'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1512
 HA1512                          STATION RECOVERY (1965)
 HA1512
 HA1512'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1512'THE STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2042 ***********************************************************************
 KA2042  DESIGNATION -  PEIRCE
 KA2042  PID         -  KA2042
 KA2042  STATE/COUNTY-  IN/MARION
 KA2042  COUNTRY     -  US
 KA2042  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA2042
 KA2042                         *CURRENT SURVEY CONTROL
 KA2042  ______________________________________________________________________
 KA2042* NAD 83(1997) POSITION- 39 46 20.45138(N) 086 10 25.95676(W)   ADJUSTED
 KA2042* NAD 83(1997) ELLIP HT-   182.229 (meters)        (05/25/99)   ADJUSTED
 KA2042* NAVD 88 ORTHO HEIGHT -   215.69  (meters)      707.6   (feet) RESET
 KA2042  ______________________________________________________________________
 KA2042  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 KA2042  NAD 83(1997) X  -    327,575.593 (meters)                     COMP
 KA2042  NAD 83(1997) Y  - -4,898,115.204 (meters)                     COMP
 KA2042  NAD 83(1997) Z  -  4,058,706.770 (meters)                     COMP
 KA2042  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 KA2042  HORZ ORDER      -  FIRST
 KA2042  VERT ORDER      -  THIRD
 KA2042  ELLP ORDER      -  FOURTH    CLASS I
 KA2042
 KA2042.The horizontal coordinates were established by GPS observations
 KA2042.and adjusted by the National Geodetic Survey in May 1999.
 KA2042
 KA2042.The orthometric height was computed from unverified reset data.
 KA2042
 KA2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2042.GEOID18 height accuracy estimate available here.
 KA2042
 KA2042.Click photographs - Photos may exist for this station.
 KA2042
 KA2042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2042
 KA2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2042
 KA2042.The ellipsoidal height was determined by GPS observations
 KA2042.and is referenced to NAD 83.
 KA2042
 KA2042. The following values were computed from the NAD 83(1997) position.
 KA2042
 KA2042;                    North         East     Units Scale Factor Converg.
 KA2042;SPC IN E     -   502,364.727    56,545.217   MT  0.99998991   -0 19 28.2
 KA2042;SPC IN E     - 1,648,174.94    185,515.43   sFT  0.99998991   -0 19 28.2
 KA2042;UTM  16      - 4,402,816.851   570,751.691   MT  0.99966163   +0 31 42.7
 KA2042
 KA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2042!SPC IN E     -   0.99997141  x   0.99998991  =   0.99996132
 KA2042!UTM  16      -   0.99997141  x   0.99966163  =   0.99963305
 KA2042
 KA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7075102816(NAD 83)
 KA2042
 KA2042                          SUPERSEDED SURVEY CONTROL
 KA2042
 KA2042  NAD 83(1986)-  39 46 20.44798(N)    086 10 25.96837(W) AD(       ) 1
 KA2042  NAD 27      -  39 46 20.28862(N)    086 10 26.01572(W) AD(       ) 1
 KA2042  NGVD 29             215.82   (m)          708.1    (f) LEVELING    3  
 KA2042
 KA2042.Superseded values are not recommended for survey control.
 KA2042
 KA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2042.See file dsdata.pdf to determine how the superseded data were derived.
 KA2042
 KA2042_MARKER: DV = VERTICAL CONTROL DISK
 KA2042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA2042_SP_SET: GRANITE MONUMENT
 KA2042_STAMPING: PEIRCE 1987
 KA2042_MARK LOGO: NGS
 KA2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2042+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2014
 KA2042
 KA2042  HISTORY     - Date     Condition        Report By
 KA2042  HISTORY     - 1988     MONUMENTED       NGS
 KA2042  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA2042  HISTORY     - 20010517 GOOD             INDNR
 KA2042  HISTORY     - 20140525 GOOD             GEOCAC
 KA2042
 KA2042                          STATION DESCRIPTION
 KA2042
 KA2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2042'THE STATION IS LOCATED ON THE INDIANA UNIVERSITY-PURDUE UNIVERSITY AT
 KA2042'INDIANAPOLIS CAMPUS WHICH IS LOCATED IN INDIANAPOLIS.
 KA2042'OWNERSHIP--INDIANA UNIVERSITY, BLOOMINGTON, IN 47405, PHONE
 KA2042'812-335-2371.
 KA2042'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 SOUTH AND
 KA2042'INTERSTATE HIGHWAY 70 WEST IN INDIANAPOLIS, GO WEST FOR 0.8 KM
 KA2042'(0.50 MI) TO THE WEST STREET EXIT, EXIT 79A.  CONTINUE WEST DOWN THE
 KA2042'OFF RAMP FOR 0.4 KM (0.25 MI) TO A STOP LIGHT AT THE INTERSECTION OF
 KA2042'MISSOURI STREET.  TURN RIGHT AND GO NORTH FOR 2.9 KM (1.80 MI) ON
 KA2042'MISSOURI STREET TO AN OVERPASS AND CURVE IN THE STREET, FROM HERE THE
 KA2042'STREET NAME CHANGES TO WEST STREET.  CONTINUE NORTH ON WEST STREET
 KA2042'FOR 1.3 KM (0.80 MI) TO INTERSECTION OF MICHIGAN STREET.  TURN LEFT
 KA2042'AND GO WEST FOR 0.8 KM (0.50 MI) TO THE INTERSECTION OF AGNES STREET.
 KA2042'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF
 KA2042'NEW YORK STREET.  TURN LEFT AND GO EAST FOR 0.3 KM (0.20 MI) TO THE
 KA2042'INTERSECTION OF BLAKE STREET. TURN LEFT BY SIGN, SERVICE VEHICLES
 KA2042'ONLY, AND GO 0.2 KM (0.10 MI) NORTH ON SIDEWALK ALONG EAST SIDE OF
 KA2042'THE SCHOOL OF EDUCATION AND SOCIAL WORK AND JOURNALISM BUILDING TO
 KA2042'THE NORTHEAST CORNER OF THE BUILDING AND THE STATION ON THE LEFT.
 KA2042'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---PEIRCE
 KA2042'1987---, SET IN TOP OF BLACK POLISHED GRANITE MONUMENT 1.1 M (3.6 FT)
 KA2042'TALL AND 0.45 M (1.5 FT) IN DIAMETER.  IT IS 36.6 M (120.1 FT)
 KA2042'WEST-NORTHWEST ACROSS A SIDEWALK, WHICH IS UNDER AN OVERHEAD WALKWAY,
 KA2042'FROM THE NORTHEAST CORNER OF THE BUILDING AND IN THE SOUTHEAST CORNER
 KA2042'OF A GRASS YARD SURROUNDED BY BUILDINGS.
 KA2042'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2042'DESCRIBED BY D.L. ADAMS.
 KA2042
 KA2042                          STATION RECOVERY (1996)
 KA2042
 KA2042'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA2042'MARK NOT FOUND.
 KA2042
 KA2042                          STATION RECOVERY (2001)
 KA2042
 KA2042'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 KA2042'SITE IS ONLY MARGINALLY SUITABLE FOR SATELLITE OBSERVATIONS DUE TO
 KA2042'NEARBY BUILDINGS.
 KA2042
 KA2042                          STATION RECOVERY (2014)
 KA2042
 KA2042'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA2042'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0228 ***********************************************************************
 JA0228  DESIGNATION -  PEKIN
 JA0228  PID         -  JA0228
 JA0228  STATE/COUNTY-  IN/WASHINGTON
 JA0228  COUNTRY     -  US
 JA0228  USGS QUAD   -  SALEM (2019)
 JA0228
 JA0228                         *CURRENT SURVEY CONTROL
 JA0228  ______________________________________________________________________
 JA0228* NAD 83(1997) POSITION- 38 30 32.21447(N) 086 00 35.85586(W)   ADJUSTED
 JA0228* NAVD 88 ORTHO HEIGHT -   249.133 (meters)      817.36  (feet) ADJUSTED
 JA0228  ______________________________________________________________________
 JA0228  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 JA0228  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 JA0228  DYNAMIC HEIGHT  -        248.965 (meters)      816.81  (feet) COMP
 JA0228  MODELED GRAVITY -    979,946.3   (mgal)                       NAVD 88
 JA0228
 JA0228  HORZ ORDER      -  THIRD
 JA0228  VERT ORDER      -  FIRST     CLASS II
 JA0228
 JA0228.The horizontal coordinates were established by classical geodetic methods
 JA0228.and adjusted by the National Geodetic Survey in May 1999.
 JA0228
 JA0228.The orthometric height was determined by differential leveling and
 JA0228.adjusted by the NATIONAL GEODETIC SURVEY
 JA0228.in June 1991.
 JA0228
 JA0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0228.GEOID18 height accuracy estimate available here.
 JA0228
 JA0228.Click photographs - Photos may exist for this station.
 JA0228
 JA0228.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0228
 JA0228.The dynamic height is computed by dividing the NAVD 88
 JA0228.geopotential number by the normal gravity value computed on the
 JA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0228.degrees latitude (g = 980.6199 gals.).
 JA0228
 JA0228.The modeled gravity was interpolated from observed gravity values.
 JA0228
 JA0228. The following values were computed from the NAD 83(1997) position.
 JA0228
 JA0228;                    North         East     Units Scale Factor Converg.
 JA0228;SPC IN E     -   362,041.935    70,058.239   MT  0.99997770   -0 12 49.5
 JA0228;SPC IN E     - 1,187,799.25    229,849.41   sFT  0.99997770   -0 12 49.5
 JA0228;UTM  16      - 4,262,750.738   586,319.680   MT  0.99969176   +0 36 59.3
 JA0228
 JA0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0228!SPC IN E     -   0.99996616  x   0.99997770  =   0.99994386
 JA0228!UTM  16      -   0.99996616  x   0.99969176  =   0.99965793
 JA0228
 JA0228:                Primary Azimuth Mark                     Grid Az
 JA0228:SPC IN E     -  DUTCH                                    215 49 38.2
 JA0228:UTM  16      -  DUTCH                                    214 59 49.4
 JA0228
 JA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8631962750(NAD 83)
 JA0228
 JA0228|---------------------------------------------------------------------|
 JA0228| PID    Reference Object                     Distance      Geod. Az  |
 JA0228|                                                           dddmmss.s |
 JA0228| JA0229 PEKIN RM 1                           31.312 METERS 18648     |
 JA0228| JA1722 DUTCH                               APPROX. 3.1 KM 2153648.7 |
 JA0228| JA0230 PEKIN RM 2                           24.380 METERS 27019     |
 JA0228|---------------------------------------------------------------------|
 JA0228
 JA0228                          SUPERSEDED SURVEY CONTROL
 JA0228
 JA0228  NAD 83(1993)-  38 30 32.21664(N)    086 00 35.85654(W) AD(       ) 3
 JA0228  NAD 83(1986)-  38 30 32.21835(N)    086 00 35.86114(W) AD(       ) 3
 JA0228  NAD 27      -  38 30 32.00300(N)    086 00 35.95500(W) AD(       ) 3
 JA0228  NGVD 29 (??/??/92)  249.259  (m)          817.78   (f) ADJ UNCH    1 2
 JA0228  NGVD 29             249.26   (m)          817.8    (f) LEVELING    3  
 JA0228
 JA0228.Superseded values are not recommended for survey control.
 JA0228
 JA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0228.See file dsdata.pdf to determine how the superseded data were derived.
 JA0228
 JA0228_MARKER: DS = TRIANGULATION STATION DISK
 JA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0228_STAMPING: PEKIN 1946
 JA0228_MARK LOGO: CGS
 JA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0228+STABILITY: SURFACE MOTION
 JA0228
 JA0228  HISTORY     - Date     Condition        Report By
 JA0228  HISTORY     - 1946     MONUMENTED       CGS
 JA0228  HISTORY     - 1949     GOOD             CGS
 JA0228  HISTORY     - 1967     GOOD             CGS
 JA0228  HISTORY     - 20130715 MARK NOT FOUND   INDOT
 JA0228
 JA0228                          STATION DESCRIPTION
 JA0228
 JA0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0228'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF THE VILLAGE OF
 JA0228'PEKIN, 0.25 MILE NORTHEAST OF THE PEKIN HIGH SCHOOL BUILDING, AND
 JA0228'ON THE NORTHERN EDGE OF THE TASH CEMETERY. IT IS 35 FEET EAST OF THE
 JA0228'NORTHWEST CORNER OF THE TASH CEMETERY, 6 FEET EAST OF A
 JA0228'WITNESS POST, AND 1.6 FEET SOUTH OF A FENCE. THE MARK PROJECTS 5
 JA0228'INCHES AND THE DISK IS STAMPED PEKIN 1946.
 JA0228'
 JA0228'REFERENCE MARK NO. 1 IS 102.73 FEET SOUTH-SOUTHWEST OF THE STATION,
 JA0228'69 FEET EAST OF THE SOUTHWEST CORNER OF THE TASH CEMETERY. THE
 JA0228'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PEKIN NO 1
 JA0228'1946.
 JA0228'
 JA0228'REFERENCE MARK NO. 2 IS 79.97 FEET WEST-NORTHWEST OF THE STATION, AND
 JA0228'8 FEET EAST OF THE NORTHWEST CORNER OF THE TASH CEMETERY. THE MARK
 JA0228'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PEKIN NO 2 1946.
 JA0228'
 JA0228'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 51 FEET EAST OF
 JA0228'THE INTERSECTION OF STATE HIGHWAY 60 AND 335, 33 FEET SOUTHWEST
 JA0228'OF A RIGHT-OF-WAY MARKER POST, AND 6 FEET NORTHEAST OF A WITNESS
 JA0228'POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA0228'STAMPED PEKIN 1946.
 JA0228'
 JA0228'TO REACH THE STATION FROM THE VILLAGE OF PEKIN, GO NORTH UP HILL ON A
 JA0228'NARROW STREET FROM THE JOHNSON STORE FOR 0.1 MILE TO THE PEKIN
 JA0228'HIGH SCHOOL BUILDING ON THE RIGHT, PASS TO THE NORTH OF THE SCHOOL
 JA0228'HOUSE AND GO 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 JA0228'FOLLOW WOODS ROAD IN AN EASTERLY DIRECTION FOR 0.2 MILE TO THE WEST
 JA0228'GATE OF THE TASH CEMETERY AND THE STATION AS DESCRIBED.
 JA0228'
 JA0228'TO REACH THE AZIMUTH MARK FROM THE JOHNSON STORE IN THE VILLAGE OF
 JA0228'PEKIN, GO SOUTHEAST ON STATE HIGHWAY 60 FOR 0.7 MILE TO THE
 JA0228'JUNCTION OF STATE HIGHWAY 335 AND THE AZIMUTH MARK ON THE LEFT.
 JA0228'
 JA0228'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA0228
 JA0228                          STATION RECOVERY (1949)
 JA0228
 JA0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0228'AT NEW PEKIN.
 JA0228'AT NEW PEKIN, ABOUT 0.25 MILE NORTHEAST OF THE PEKIN HIGH SCHOOL,
 JA0228'AT THE NORTH BOUNDARY OF THE TASH CEMETERY, 102.5 FEET
 JA0228'NORTH-NORTHEAST OF RM NO 1, 88.5 FEET EAST-SOUTHEAST OF THE
 JA0228'NORTHWEST CORNER OF THE CEMETERY, 80 FEET EAST-SOUTHEAST OF RM NO
 JA0228'2, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF GRAVEL STONE
 JA0228'INSCRIBED EMERSON AND LENA ZINK, 2 FEET SOUTH OF A FENCE LINE,
 JA0228'5.5 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 JA0228'OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0228
 JA0228                          STATION RECOVERY (1967)
 JA0228
 JA0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0228'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JA0228'CONDITION AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 JA0228'NOT BE FOUND AND IS ASSUMED DESTROYED.  THE PREVIOUS DESCRIPTION IS
 JA0228'GOOD WITH THE BELOW CHANGES.
 JA0228'
 JA0228'THE STATION MARK IS 6 FEET NORTHEAST OF A TOMBSTONE BEARING THE
 JA0228'INSCRIPTION PFC RAYMOND L BATEMAN AND 1 FOOT SOUTH OF A METAL
 JA0228'WITNESS POST.
 JA0228'
 JA0228'REFERENCE MARK 1 IS 42 FEET WEST OF A TOMBSTONE BEARING THE
 JA0228'INSCRIPTION HEIN ETHELE AND FERDINAND AND 1 FOOT NORTH OF A
 JA0228'FENCE.
 JA0228'
 JA0228'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE FENCE AND 1-1/2 FEET
 JA0228'SOUTHEAST OF A 20 INCH OAK TREE.
 JA0228'
 JA0228'JOHNSON STORE MENTIONED IN THE PREVIOUS TO REACH IS NOW THE U.S.
 JA0228'POST OFFICE.
 JA0228'
 JA0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 JA0228'NORTHEAST OF PEKIN.
 JA0228
 JA0228                          STATION RECOVERY (2013)
 JA0228
 JA0228'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0438 ***********************************************************************
 JA0438  DESIGNATION -  PEKIN AZ MK
 JA0438  PID         -  JA0438
 JA0438  STATE/COUNTY-  IN/WASHINGTON
 JA0438  COUNTRY     -  US
 JA0438  USGS QUAD   -  PALMYRA (2019)
 JA0438
 JA0438                         *CURRENT SURVEY CONTROL
 JA0438  ______________________________________________________________________
 JA0438* NAD 83(1997) POSITION- 38 29 39.22547(N) 086 00 32.66442(W)   ADJUSTED
 JA0438* NAVD 88 ORTHO HEIGHT -   216.895 (meters)      711.60  (feet) ADJUSTED
 JA0438  ______________________________________________________________________
 JA0438  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 JA0438  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 JA0438  DYNAMIC HEIGHT  -        216.747 (meters)      711.11  (feet) COMP
 JA0438  MODELED GRAVITY -    979,941.9   (mgal)                       NAVD 88
 JA0438
 JA0438  HORZ ORDER      -  THIRD
 JA0438  VERT ORDER      -  FIRST     CLASS II
 JA0438
 JA0438.The horizontal coordinates were established by classical geodetic methods
 JA0438.and adjusted by the National Geodetic Survey in May 1999.
 JA0438
 JA0438.The orthometric height was determined by differential leveling and
 JA0438.adjusted by the NATIONAL GEODETIC SURVEY
 JA0438.in June 1991.
 JA0438
 JA0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0438.GEOID18 height accuracy estimate available here.
 JA0438
 JA0438.Click photographs - Photos may exist for this station.
 JA0438
 JA0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0438
 JA0438.The dynamic height is computed by dividing the NAVD 88
 JA0438.geopotential number by the normal gravity value computed on the
 JA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0438.degrees latitude (g = 980.6199 gals.).
 JA0438
 JA0438.The modeled gravity was interpolated from observed gravity values.
 JA0438
 JA0438. The following values were computed from the NAD 83(1997) position.
 JA0438
 JA0438;                    North         East     Units Scale Factor Converg.
 JA0438;SPC IN E     -   360,407.779    70,129.481   MT  0.99997765   -0 12 47.3
 JA0438;SPC IN E     - 1,182,437.85    230,083.14   sFT  0.99997765   -0 12 47.3
 JA0438;UTM  16      - 4,261,118.253   586,414.562   MT  0.99969196   +0 37 00.6
 JA0438
 JA0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0438!SPC IN E     -   0.99997122  x   0.99997765  =   0.99994887
 JA0438!UTM  16      -   0.99997122  x   0.99969196  =   0.99966319
 JA0438
 JA0438:                Primary Azimuth Mark                     Grid Az
 JA0438:SPC IN E     -  PEKIN                                    357 30 13.3
 JA0438:UTM  16      -  PEKIN                                    356 40 25.4
 JA0438
 JA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8641461118(NAD 83)
 JA0438
 JA0438|---------------------------------------------------------------------|
 JA0438| PID    Reference Object                     Distance      Geod. Az  |
 JA0438|                                                           dddmmss.s |
 JA0438| JA1720 PEKIN AZ MK TEMP                    298.595 METERS 31327     |
 JA0438| JA0228 PEKIN                               APPROX. 1.6 KM 3571726.0 |
 JA0438|---------------------------------------------------------------------|
 JA0438
 JA0438                          SUPERSEDED SURVEY CONTROL
 JA0438
 JA0438  NAD 83(1993)-  38 29 39.22762(N)    086 00 32.66517(W) AD(       ) 3
 JA0438  NAD 83(1986)-  38 29 39.22964(N)    086 00 32.66983(W) AD(       ) 3
 JA0438  NAD 27      -  38 29 39.01300(N)    086 00 32.76500(W) AD(       ) 3
 JA0438  NGVD 29 (??/??/92)  217.020  (m)          712.01   (f) ADJ UNCH    1 2
 JA0438  NGVD 29             217.02   (m)          712.0    (f) LEVELING    3  
 JA0438
 JA0438.Superseded values are not recommended for survey control.
 JA0438
 JA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0438.See file dsdata.pdf to determine how the superseded data were derived.
 JA0438
 JA0438_MARKER: DZ = AZIMUTH MARK DISK
 JA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0438_STAMPING: PEKIN 1946
 JA0438_MARK LOGO: CGS
 JA0438_PROJECTION: FLUSH
 JA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0438+STABILITY: SURFACE MOTION
 JA0438
 JA0438  HISTORY     - Date     Condition        Report By
 JA0438  HISTORY     - 1946     MONUMENTED       CGS
 JA0438  HISTORY     - 1949     GOOD             CGS
 JA0438  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0438
 JA0438                          STATION DESCRIPTION
 JA0438
 JA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0438'THE STATION IS 0.6 MILE EAST OF THE SMALL VILLAGE OF PEKIN, 50.8 FEET
 JA0438'EAST OF THE INTERSECTION OF STATE HIGHWAYS 60 AND 335, 33 FEET
 JA0438'SOUTHWEST OF A RIGHT-OF-WAY MARKER POST, AND 6 FEET NORTHEAST OF A
 JA0438'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA0438'STAMPED PEKIN 1946.
 JA0438'
 JA0438'TO REACH THE AZIMUTH MARK FROM THE PEKIN POST OFFICE, GO EASTERLY ON
 JA0438'STATE HIGHWAY 60 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 335
 JA0438'AND THE MARK ON THE LEFT AS DESCRIBED.
 JA0438'
 JA0438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0438
 JA0438                          STATION RECOVERY (1949)
 JA0438
 JA0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0438'0.7 MI S FROM NEW PEKIN.
 JA0438'0.7 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0438'RAILWAY FROM THE STATION AT NEW PEKIN, AT THE JUNCTION OF STATE
 JA0438'HIGHWAY 60 AND 335, ABOUT 103 YARDS WEST OF A ROAD CROSSING THE
 JA0438'RAILWAY, 51 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY JUNCTION,
 JA0438'51 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 60, 32
 JA0438'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 23 FEET
 JA0438'WEST-NORTHWEST OF POWER LINE POLE GUY POLE, 7.5 FEET
 JA0438'WEST-NORTHWEST OF A 4-BY 4-INCH CONCRETE POST PROJECTING 4 FEET
 JA0438'ABOVE THE GROUND, 1 FOOT WEST OF A WHITE WOODEN WITNESS, ABOUT 3
 JA0438'FEET ABOVE THE LEVEL OF HIGHWAY 60 AND SET IN THE TOP OF A
 JA0438'CONCRETE POST FLUSH WITH THE GROUND.
 JA0438
 JA0438                          STATION RECOVERY (2023)
 JA0438
 JA0438'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0438'THIS LOCATION IS NOW A PAVED LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0229 ***********************************************************************
 JA0229  DESIGNATION -  PEKIN RM 1
 JA0229  PID         -  JA0229
 JA0229  STATE/COUNTY-  IN/WASHINGTON
 JA0229  COUNTRY     -  US
 JA0229  USGS QUAD   -  SALEM (2019)
 JA0229
 JA0229                         *CURRENT SURVEY CONTROL
 JA0229  ______________________________________________________________________
 JA0229* NAD 83(1986) POSITION- 38 30 31.21   (N) 086 00 36.01   (W)   HD_HELD1
 JA0229* NAVD 88 ORTHO HEIGHT -   246.206 (meters)      807.76  (feet) ADJUSTED
 JA0229  ______________________________________________________________________
 JA0229  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 JA0229  DYNAMIC HEIGHT  -        246.039 (meters)      807.21  (feet) COMP
 JA0229  MODELED GRAVITY -    979,946.3   (mgal)                       NAVD 88
 JA0229
 JA0229  VERT ORDER      -  FIRST     CLASS II
 JA0229
 JA0229.The horizontal coordinates were determined by differentially corrected
 JA0229.hand held GPS observations or other comparable positioning techniques
 JA0229.and have an estimated accuracy of +/- 3 meters.
 JA0229
 JA0229.The orthometric height was determined by differential leveling and
 JA0229.adjusted by the NATIONAL GEODETIC SURVEY
 JA0229.in June 1991.
 JA0229
 JA0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0229.GEOID18 height accuracy estimate available here.
 JA0229
 JA0229.Click photographs - Photos may exist for this station.
 JA0229
 JA0229.The dynamic height is computed by dividing the NAVD 88
 JA0229.geopotential number by the normal gravity value computed on the
 JA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0229.degrees latitude (g = 980.6199 gals.).
 JA0229
 JA0229.The modeled gravity was interpolated from observed gravity values.
 JA0229
 JA0229;                    North         East    Units  Estimated Accuracy
 JA0229;SPC IN E     -   362,011.0      70,054.4     MT  (+/- 3 meters HH1 GPS) 
 JA0229
 JA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8631662719(NAD 83)
 JA0229
 JA0229                          SUPERSEDED SURVEY CONTROL
 JA0229
 JA0229  NGVD 29 (??/??/92)  246.331  (m)          808.17   (f) ADJ UNCH    1 2
 JA0229
 JA0229.Superseded values are not recommended for survey control.
 JA0229
 JA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0229.See file dsdata.pdf to determine how the superseded data were derived.
 JA0229
 JA0229_MARKER: DR = REFERENCE MARK DISK
 JA0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0229_STAMPING: PEKIN NO 1 1946
 JA0229_MARK LOGO: CGS
 JA0229_PROJECTION: FLUSH
 JA0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0229+STABILITY: SURFACE MOTION
 JA0229
 JA0229  HISTORY     - Date     Condition        Report By
 JA0229  HISTORY     - 1946     MONUMENTED       CGS
 JA0229  HISTORY     - 1949     GOOD             CGS
 JA0229
 JA0229                          STATION DESCRIPTION
 JA0229
 JA0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0229'AT NEW PEKIN.
 JA0229'AT NEW PEKIN, ABOUT 0.25 MILE NORTHEAST OF THE PEKIN HIGH SCHOOL,
 JA0229'AT THE SOUTH BOUNDARY LINE FENCE OF THE TASH CEMETERY, 122.5
 JA0229'FEET SOUTHEAST OF RM NO 2, 102.5 FEET SOUTH-SOUTHWEST OF PEKIN
 JA0229'STA, 70 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 JA0229'CEMETERY, 1 FOOT NORTH OF THE SOUTH BOUNDARY FENCE, 1 FOOT EAST
 JA0229'OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF
 JA0229'PEKIN STA AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0229'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0230 ***********************************************************************
 JA0230  DESIGNATION -  PEKIN RM 2
 JA0230  PID         -  JA0230
 JA0230  STATE/COUNTY-  IN/WASHINGTON
 JA0230  COUNTRY     -  US
 JA0230  USGS QUAD   -  SALEM (2019)
 JA0230
 JA0230                         *CURRENT SURVEY CONTROL
 JA0230  ______________________________________________________________________
 JA0230* NAD 83(1986) POSITION- 38 30 32.22   (N) 086 00 36.86   (W)   HD_HELD1
 JA0230* NAVD 88 ORTHO HEIGHT -   247.872 (meters)      813.23  (feet) ADJUSTED
 JA0230  ______________________________________________________________________
 JA0230  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 JA0230  DYNAMIC HEIGHT  -        247.704 (meters)      812.68  (feet) COMP
 JA0230  MODELED GRAVITY -    979,946.3   (mgal)                       NAVD 88
 JA0230
 JA0230  VERT ORDER      -  FIRST     CLASS II
 JA0230
 JA0230.The horizontal coordinates were determined by differentially corrected
 JA0230.hand held GPS observations or other comparable positioning techniques
 JA0230.and have an estimated accuracy of +/- 3 meters.
 JA0230
 JA0230.The orthometric height was determined by differential leveling and
 JA0230.adjusted by the NATIONAL GEODETIC SURVEY
 JA0230.in June 1991.
 JA0230
 JA0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0230.GEOID18 height accuracy estimate available here.
 JA0230
 JA0230.Click photographs - Photos may exist for this station.
 JA0230
 JA0230.The dynamic height is computed by dividing the NAVD 88
 JA0230.geopotential number by the normal gravity value computed on the
 JA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0230.degrees latitude (g = 980.6199 gals.).
 JA0230
 JA0230.The modeled gravity was interpolated from observed gravity values.
 JA0230
 JA0230;                    North         East    Units  Estimated Accuracy
 JA0230;SPC IN E     -   362,042.2      70,033.9     MT  (+/- 3 meters HH1 GPS) 
 JA0230
 JA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8629562750(NAD 83)
 JA0230
 JA0230                          SUPERSEDED SURVEY CONTROL
 JA0230
 JA0230  NGVD 29 (??/??/92)  247.997  (m)          813.64   (f) ADJ UNCH    1 2
 JA0230
 JA0230.Superseded values are not recommended for survey control.
 JA0230
 JA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0230.See file dsdata.pdf to determine how the superseded data were derived.
 JA0230
 JA0230_MARKER: DR = REFERENCE MARK DISK
 JA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0230_STAMPING: PEKIN NO 2 1946
 JA0230_MARK LOGO: CGS
 JA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0230+STABILITY: SURFACE MOTION
 JA0230
 JA0230  HISTORY     - Date     Condition        Report By
 JA0230  HISTORY     - 1946     MONUMENTED       CGS
 JA0230  HISTORY     - 1949     GOOD             CGS
 JA0230
 JA0230                          STATION DESCRIPTION
 JA0230
 JA0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0230'AT NEW PEKIN.
 JA0230'AT NEW PEKIN, ABOUT 0.25 MILE NORTHEAST OF THE PEKIN HIGH SCHOOL,
 JA0230'AT THE NORTHWEST CORNER OF THE TASH CEMETERY, 122.5 FEET
 JA0230'NORTHWEST OF RM NO 1, 80 FEET WEST-NORTHWEST OF PEKIN STA, 8.5
 JA0230'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 1.5
 JA0230'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 JA0230'THE LEVEL OF PEKIN STA AND SET IN THE TOP OF A CONCRETE POST
 JA0230'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9010 ***********************************************************************
 DG9010  CBN         -  This is a Cooperative Base Network Control Station.
 DG9010  DESIGNATION -  PENC
 DG9010  PID         -  DG9010
 DG9010  STATE/COUNTY-  IN/TIPPECANOE
 DG9010  COUNTRY     -  US
 DG9010  USGS QUAD   -  LAFAYETTE WEST (2019)
 DG9010
 DG9010                         *CURRENT SURVEY CONTROL
 DG9010  ______________________________________________________________________
 DG9010* NAD 83(2011) POSITION- 40 25 49.51199(N) 086 54 53.51293(W)   ADJUSTED
 DG9010* NAD 83(2011) ELLIP HT-   182.849 (meters)        (06/27/12)   ADJUSTED
 DG9010* NAD 83(2011) EPOCH   -  2010.00
 DG9010* NAVD 88 ORTHO HEIGHT -   216.5   (meters)      710.    (feet) GPS OBS
 DG9010  ______________________________________________________________________
 DG9010  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9010  GEOID HEIGHT    -        -33.668 (meters)                     GEOID03
 DG9010  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 DG9010  NAD 83(2011) X  -    261,671.025 (meters)                     COMP
 DG9010  NAD 83(2011) Y  - -4,854,941.966 (meters)                     COMP
 DG9010  NAD 83(2011) Z  -  4,114,600.215 (meters)                     COMP
 DG9010  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 DG9010
 DG9010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9010  Standards:
 DG9010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9010  -------------------------------------------------------------------
 DG9010  NETWORK    0.72   1.14           0.33   0.24   0.58     -0.06443987
 DG9010  -------------------------------------------------------------------
 DG9010  Click here for local accuracies and other accuracy information.
 DG9010
 DG9010.The horizontal coordinates were established by GPS observations
 DG9010.and adjusted by the National Geodetic Survey in June 2012.
 DG9010
 DG9010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9010.been affixed to the stable North American tectonic plate. See 
 DG9010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9010
 DG9010.The horizontal coordinates are valid at the epoch date displayed above
 DG9010.which is a decimal equivalence of Year/Month/Day.
 DG9010
 DG9010.The orthometric height was determined by GPS observations and a
 DG9010.high-resolution geoid model.
 DG9010
 DG9010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9010.GEOID18 height accuracy estimate available here.
 DG9010
 DG9010.Click photographs - Photos may exist for this station.
 DG9010
 DG9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9010
 DG9010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9010
 DG9010.The ellipsoidal height was determined by GPS observations
 DG9010.and is referenced to NAD 83.
 DG9010
 DG9010. The following values were computed from the NAD 83(2011) position.
 DG9010
 DG9010;                    North         East     Units Scale Factor Converg.
 DG9010;SPC IN W     -   575,322.981   914,294.980   MT  0.99996918   +0 06 33.3
 DG9010;SPC IN W     - 1,887,538.81  2,999,649.45   sFT  0.99996918   +0 06 33.3
 DG9010;UTM  16      - 4,475,534.889   507,221.290   MT  0.99960064   +0 03 18.8
 DG9010
 DG9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9010!SPC IN W     -   0.99997132  x   0.99996918  =   0.99994050
 DG9010!UTM  16      -   0.99997132  x   0.99960064  =   0.99957197
 DG9010
 DG9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722175534(NAD 83)
 DG9010
 DG9010|---------------------------------------------------------------------|
 DG9010| PID    Reference Object                     Distance      Geod. Az  |
 DG9010|                                                           dddmmss.s |
 DG9010| DG9011 PEND                                  1.995 METERS 05034     |
 DG9010|---------------------------------------------------------------------|
 DG9010
 DG9010                          SUPERSEDED SURVEY CONTROL
 DG9010
 DG9010  NAD 83(2007)-  40 25 49.51212(N)    086 54 53.51386(W) AD(2002.00) 0
 DG9010  ELLIP H (02/10/07)  182.865  (m)                       GP(2002.00)    
 DG9010  NAD 83(1997)-  40 25 49.51211(N)    086 54 53.51382(W) AD(       ) A
 DG9010  ELLIP H (01/19/05)  182.871  (m)                       GP(       ) 4 1
 DG9010
 DG9010.Superseded values are not recommended for survey control.
 DG9010
 DG9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9010.See file dsdata.pdf to determine how the superseded data were derived.
 DG9010
 DG9010_MARKER: B = BOLT
 DG9010_SETTING: 0 = UNSPECIFIED SETTING
 DG9010_SP_SET: PIPE ATTACHED TO WALL
 DG9010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9010+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9010
 DG9010  HISTORY     - Date     Condition        Report By
 DG9010  HISTORY     - 20030624 MONUMENTED       PURDUE
 DG9010
 DG9010                          STATION DESCRIPTION
 DG9010
 DG9010'DESCRIBED BY PURDUE UNIVERSITY 2003 (BHV)
 DG9010'THE STATION IS LOCATED IN WEST LAFAYETTE, ON THE PURDUE UNIVERSITY
 DG9010'CAMPUS BETWEEN  US HIGHWAY 231, WEST STADIUM AVENUE AND STADIUM MALL
 DG9010'DRIVE, ON TOP OF THE CIVIL  ENGINEERING BUILDING.  OWNERSHIP--PURDUE
 DG9010'UNIVERSITY, CONTACT BOUDEWIJN H.W. VAN  GELDER, SCHOOL OF CIVIL
 DG9010'ENGINEERING, PURDUE UNIVERSITY, 550 STADIUM MALL DRIVE, WEST
 DG9010'LAFAYETTE, IN 47907-2051, PHONE 765-494-2165.
 DG9010'
 DG9010'THE STATION IS THE CENTER OF A BOLT IN LINE WITH THE TOP OF A PLATE
 DG9010'MOUNTED TO THE TOP OF  A METAL PIPE MOUNTED TO THE WALL OF THE
 DG9010'PENTHOUSE ON TOP OF THE CIVIL ENGINEERING  BUILDING AND IS 2.0 M
 DG9010'SOUTHWEST OF STATION PEND.  THE PLATE HAS PENC STENCILED ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9011 ***********************************************************************
 DG9011  CBN         -  This is a Cooperative Base Network Control Station.
 DG9011  DESIGNATION -  PEND
 DG9011  PID         -  DG9011
 DG9011  STATE/COUNTY-  IN/TIPPECANOE
 DG9011  COUNTRY     -  US
 DG9011  USGS QUAD   -  LAFAYETTE WEST (2019)
 DG9011
 DG9011                         *CURRENT SURVEY CONTROL
 DG9011  ______________________________________________________________________
 DG9011* NAD 83(2011) POSITION- 40 25 49.55307(N) 086 54 53.44758(W)   ADJUSTED
 DG9011* NAD 83(2011) ELLIP HT-   182.854 (meters)        (06/27/12)   ADJUSTED
 DG9011* NAD 83(2011) EPOCH   -  2010.00
 DG9011* NAVD 88 ORTHO HEIGHT -   216.5   (meters)      710.    (feet) GPS OBS
 DG9011  ______________________________________________________________________
 DG9011  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9011  GEOID HEIGHT    -        -33.669 (meters)                     GEOID03
 DG9011  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 DG9011  NAD 83(2011) X  -    261,672.519 (meters)                     COMP
 DG9011  NAD 83(2011) Y  - -4,854,941.066 (meters)                     COMP
 DG9011  NAD 83(2011) Z  -  4,114,601.183 (meters)                     COMP
 DG9011  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 DG9011
 DG9011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9011  Standards:
 DG9011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9011  -------------------------------------------------------------------
 DG9011  NETWORK    0.68   1.14           0.31   0.23   0.58     -0.05869001
 DG9011  -------------------------------------------------------------------
 DG9011  Click here for local accuracies and other accuracy information.
 DG9011
 DG9011.The horizontal coordinates were established by GPS observations
 DG9011.and adjusted by the National Geodetic Survey in June 2012.
 DG9011
 DG9011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9011.been affixed to the stable North American tectonic plate. See 
 DG9011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9011
 DG9011.The horizontal coordinates are valid at the epoch date displayed above
 DG9011.which is a decimal equivalence of Year/Month/Day.
 DG9011
 DG9011.The orthometric height was determined by GPS observations and a
 DG9011.high-resolution geoid model.
 DG9011
 DG9011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9011.GEOID18 height accuracy estimate available here.
 DG9011
 DG9011.Click photographs - Photos may exist for this station.
 DG9011
 DG9011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9011
 DG9011.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9011
 DG9011.The ellipsoidal height was determined by GPS observations
 DG9011.and is referenced to NAD 83.
 DG9011
 DG9011. The following values were computed from the NAD 83(2011) position.
 DG9011
 DG9011;                    North         East     Units Scale Factor Converg.
 DG9011;SPC IN W     -   575,324.251   914,296.518   MT  0.99996918   +0 06 33.4
 DG9011;SPC IN W     - 1,887,542.98  2,999,654.49   sFT  0.99996918   +0 06 33.4
 DG9011;UTM  16      - 4,475,536.157   507,222.829   MT  0.99960064   +0 03 18.8
 DG9011
 DG9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9011!SPC IN W     -   0.99997132  x   0.99996918  =   0.99994050
 DG9011!UTM  16      -   0.99997132  x   0.99960064  =   0.99957197
 DG9011
 DG9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722275536(NAD 83)
 DG9011
 DG9011|---------------------------------------------------------------------|
 DG9011| PID    Reference Object                     Distance      Geod. Az  |
 DG9011|                                                           dddmmss.s |
 DG9011| DG9010 PENC                                  1.995 METERS 23034     |
 DG9011|---------------------------------------------------------------------|
 DG9011
 DG9011                          SUPERSEDED SURVEY CONTROL
 DG9011
 DG9011  NAD 83(2007)-  40 25 49.55320(N)    086 54 53.44851(W) AD(2002.00) 0
 DG9011  ELLIP H (02/10/07)  182.869  (m)                       GP(2002.00)    
 DG9011  NAD 83(1997)-  40 25 49.55319(N)    086 54 53.44846(W) AD(       ) A
 DG9011  ELLIP H (01/19/05)  182.876  (m)                       GP(       ) 4 1
 DG9011
 DG9011.Superseded values are not recommended for survey control.
 DG9011
 DG9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9011.See file dsdata.pdf to determine how the superseded data were derived.
 DG9011
 DG9011_MARKER: B = BOLT
 DG9011_SETTING: 0 = UNSPECIFIED SETTING
 DG9011_SP_SET: PIPE ATTACHED TO WALL
 DG9011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9011+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9011
 DG9011  HISTORY     - Date     Condition        Report By
 DG9011  HISTORY     - 20030624 MONUMENTED       PURDUE
 DG9011
 DG9011                          STATION DESCRIPTION
 DG9011
 DG9011'DESCRIBED BY PURDUE UNIVERSITY 2003 (BHV)
 DG9011'THE STATION IS LOCATED IN WEST LAFAYETTE, ON THE PURDUE UNIVERSITY
 DG9011'CAMPUS BETWEEN  US HIGHWAY 231, WEST STADIUM AVENUE AND STADIUM MALL
 DG9011'DRIVE, ON TOP OF THE CIVIL  ENGINEERING BUILDING.  OWNERSHIP--PURDUE
 DG9011'UNIVERSITY, CONTACT BOUDEWIJN H.W. VAN  GELDER, SCHOOL OF CIVIL
 DG9011'ENGINEERING, PURDUE UNIVERSITY, 550 STADIUM MALL DRIVE, WEST
 DG9011'LAFAYETTE, IN 47907-2051, PHONE 765-494-2165.
 DG9011'
 DG9011'THE STATION IS THE CENTER OF A BOLT IN LINE WITH THE TOP OF A PLATE
 DG9011'MOUNTED TO THE TOP OF  A METAL PIPE MOUNTED TO THE WALL OF THE
 DG9011'PENTHOUSE ON TOP OF THE CIVIL ENGINEERING  BUILDING AND IS 2.0 M
 DG9011'NORTHEAST OF STATION PENC.  THE PLATE HAS PEND STENCILED ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1913 ***********************************************************************
 KA1913  DESIGNATION -  PENDLETON
 KA1913  PID         -  KA1913
 KA1913  STATE/COUNTY-  IN/MARION
 KA1913  COUNTRY     -  US
 KA1913  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1913
 KA1913                         *CURRENT SURVEY CONTROL
 KA1913  ______________________________________________________________________
 KA1913* NAD 83(1997) POSITION- 39 48 48.78031(N) 086 05 00.57540(W)   ADJUSTED
 KA1913* NAVD 88 ORTHO HEIGHT -   248.65  (+/-2cm)      815.8   (feet) VERTCON3
 KA1913  ______________________________________________________________________
 KA1913  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 KA1913  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 KA1913  HORZ ORDER      -  SECOND
 KA1913  VERT ORDER      -  THIRD ? (See Below)
 KA1913
 KA1913.The horizontal coordinates were established by classical geodetic methods
 KA1913.and adjusted by the National Geodetic Survey in May 1999.
 KA1913
 KA1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1913
 KA1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1913.GEOID18 height accuracy estimate available here.
 KA1913
 KA1913.The vertical order pertains to the NGVD 29 superseded value.
 KA1913
 KA1913.Click photographs - Photos may exist for this station.
 KA1913
 KA1913.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1913
 KA1913. The following values were computed from the NAD 83(1997) position.
 KA1913
 KA1913;                    North         East     Units Scale Factor Converg.
 KA1913;SPC IN E     -   506,899.388    64,310.089   MT  0.99998234   -0 16 00.8
 KA1913;SPC IN E     - 1,663,052.41    210,990.68   sFT  0.99998234   -0 16 00.8
 KA1913;UTM  16      - 4,407,465.181   578,445.720   MT  0.99967576   +0 35 12.7
 KA1913
 KA1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1913!SPC IN E     -   0.99996628  x   0.99998234  =   0.99994862
 KA1913!UTM  16      -   0.99996628  x   0.99967576  =   0.99964205
 KA1913
 KA1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7844507465(NAD 83)
 KA1913
 KA1913|---------------------------------------------------------------------|
 KA1913| PID    Reference Object                     Distance      Geod. Az  |
 KA1913|                                                           dddmmss.s |
 KA1913| CC9128 PENDLETON RM                          6.810 METERS 03111     |
 KA1913|---------------------------------------------------------------------|
 KA1913
 KA1913                          SUPERSEDED SURVEY CONTROL
 KA1913
 KA1913  NAD 83(1986)-  39 48 48.78278(N)    086 05 00.60411(W) AD(       ) 2
 KA1913  NAD 27      -  39 48 48.62700(N)    086 05 00.63700(W) AD(       ) 2
 KA1913  USSD        -  39 48 48.68500(N)    086 05 00.42600(W) AD(       ) 3
 KA1913  NGVD 29             248.79   (m)          816.2    (f) LEVELING    3  
 KA1913
 KA1913.Superseded values are not recommended for survey control.
 KA1913
 KA1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1913.See file dsdata.pdf to determine how the superseded data were derived.
 KA1913
 KA1913_MARKER: DS = TRIANGULATION STATION DISK
 KA1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1913_STAMPING: PENDLETON 1920
 KA1913_MARK LOGO: CGS
 KA1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1913+STABILITY: SURFACE MOTION
 KA1913
 KA1913  HISTORY     - Date     Condition        Report By
 KA1913  HISTORY     - 1920     MONUMENTED       CGS
 KA1913  HISTORY     - 1935     GOOD             CGS
 KA1913  HISTORY     - 1955     GOOD             CGS
 KA1913  HISTORY     - 1961     MARK NOT FOUND   THOMAS
 KA1913  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1913  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1913
 KA1913                          STATION DESCRIPTION
 KA1913
 KA1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1913'ABOUT 300 YARDS N OF THE PENDLETON PIKE ON THE E SIDE OF NORTH
 KA1913'EMERSON AVENUE, 1.4 METERS 4.59 FEET E OF THE E EDGE OF THE
 KA1913'CONCRETE PAVING OF N EMERSON AVENUE,ABOUT 15 YARDS S OF THE PRIVATE
 KA1913'DRIVE TO THE DOCKWELLER AGRICULTURE CHEMICAL CO., AND ABOUT
 KA1913'130 YARDS W OF THE W END OF THE SAME COMPANYS BUILDING, AND ABOUT 65
 KA1913'YARDS S OF THE CHEMICAL COMPANYS OFFICE. THE STATION,UNDERGROUND,
 KA1913'AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1913'THE REFERENCE MARK IS 6.81 METERS
 KA1913'22.34 FEET FROM THE STATION N 31 DEG 10 MIN E.
 KA1913
 KA1913                          STATION RECOVERY (1935)
 KA1913
 KA1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1913'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. THE STATION
 KA1913'IS 28 YARDS S OF THE PRIVATE DRIVE TO THE DOCKWELLER
 KA1913'CHEMICAL COMPANY,BUILDINGS INSTEAD OF 15 AS GIVEN IN THE ORIGINAL
 KA1913'DESCRIPTION. OTHER DETAILS OF ORIGINAL DESCRIPTION GOOD.
 KA1913
 KA1913                          STATION RECOVERY (1955)
 KA1913
 KA1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1913'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION. FOR
 KA1913'PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS-
 KA1913'
 KA1913'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF INDIANAPOLIS, ON
 KA1913'THE EAST SIDE OF NORTH EMERSON AVENUE, ABOUT 300 FEET NORTH OF
 KA1913'EAST 30TH STREET, IN FRONT OF KINGSBURY AND COMPANY, AGRICULTURAL
 KA1913'CHEMICALS PLANT. IT IS 4.6 FEET EAST OF THE E EDGE OF THE
 KA1913'CONCRETE PAVING OF NORTH EMERSON AVENUE, 82 FEET SOUTH OF THE
 KA1913'CENTERLINE OF THE PLANT DRIVEWAY, 36 FEET SSW OF THE CENTER OF
 KA1913'AN IRON MANHOLE IN A 5 FT. SQUARE CONCRETE VAULT, AND 93 FEET WEST OF
 KA1913'THE WEST SIDE OF A RED BRICK OFFICE BUILDING. MARKED BY A STANDARD
 KA1913'DISK, STAMPED PENDLETON 1920, SET IN THE TOP OF A 12 INCH SQUARE
 KA1913'CONCRETE MONUMENT ABOUT LEVEL WITH THE ROAD, BUT 4 INCHES BELOW
 KA1913'THE GROUND SURFACE.
 KA1913'
 KA1913'THE REFERENCE MARK IS 6.81 METERS 22.34 FEET FROM THE STATION.
 KA1913'10 MIN E.  IT IS LOCATED 16 FEET EAST OF THE EAST
 KA1913'EDGE OF THE CONCRETE PAVEMENT OF NORTH EMERSON AVENUE, 63 FEET SOUTH
 KA1913'OF THE CENTERLINE OF THE DRIVEWAY, 14 FEET SOUTH OF THE CENTER OF
 KA1913'THE ABOVE MENTIONED MANHOLE, AND ON THE EAST SIDE OF A STONE,STREET
 KA1913'ADDRESS MARKER.  MARKED BY A STANDARD DISK, STAMPED PENDLETON
 KA1913'1920, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 1 INCH
 KA1913'BELOW GROUND SURFACE.
 KA1913
 KA1913                          STATION RECOVERY (1961)
 KA1913
 KA1913'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1913'PENDLETON 1920 NOT FOUND.
 KA1913'
 KA1913'RM PENDLETON 1920 FOUND UNDISTURBED.
 KA1913'
 KA1913'THE STATION WAS APPARENTLY DESTROYED BY A WATER LINE CONTRACTOR
 KA1913'DURING INSTALLATION OF A 12 INCH WATER LINE IN MAY 1961.
 KA1913
 KA1913                          STATION RECOVERY (1975)
 KA1913
 KA1913'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1913'STATION AND REFERENCE NOT RECOVERED.
 KA1913'
 KA1913'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SIDE OF
 KA1913'INDIANAPOLIS.
 KA1913
 KA1913                          STATION RECOVERY (1995)
 KA1913
 KA1913'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1913'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5387 ***********************************************************************
 DM5387  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5387  DESIGNATION -  PENDLETON CORS ARP
 DM5387  CORS_ID     -  INPD
 DM5387  PID         -  DM5387
 DM5387  STATE/COUNTY-  IN/MADISON
 DM5387  COUNTRY     -  US
 DM5387  USGS QUAD   -  INGALLS (2019)
 DM5387
 DM5387                         *CURRENT SURVEY CONTROL
 DM5387  ______________________________________________________________________
 DM5387* NAD 83(2011) POSITION- 39 58 23.49365(N) 085 46 10.77264(W)   ADJUSTED
 DM5387* NAD 83(2011) ELLIP HT-   235.387 (meters)        (04/??/25)   ADJUSTED
 DM5387* NAD 83(2011) EPOCH   -  2010.00
 DM5387  ______________________________________________________________________
 DM5387  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DM5387  NAD 83(2011) X  -    361,071.407 (meters)                     COMP
 DM5387  NAD 83(2011) Y  - -4,881,465.114 (meters)                     COMP
 DM5387  NAD 83(2011) Z  -  4,075,856.187 (meters)                     COMP
 DM5387
 DM5387  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5387  Standards:
 DM5387         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5387            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5387  -------------------------------------------------------------------
 DM5387  NETWORK    0.05   0.07           0.02   0.02   0.04     -0.28296900
 DM5387  -------------------------------------------------------------------
 DM5387
 DM5387.The coordinates were established by GPS observations
 DM5387.and adjusted by the National Geodetic Survey in April 2025.
 DM5387
 DM5387.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5387.been affixed to the stable North American Tectonic Plate. 
 DM5387
 DM5387.The coordinates are valid at the epoch date displayed above
 DM5387.which is a decimal equivalence of Year/Month/Day.
 DM5387
 DM5387.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5387.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5387.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5387.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5387.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5387.published epoch of 2010.00.
 DM5387
 DM5387.Additional information on MYCS is available at:
 DM5387.https://geodesy.noaa.gov/CORS/index.shtml
 DM5387
 DM5387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5387.GEOID18 height accuracy estimate available here.
 DM5387
 DM5387.The PID for the CORS L1 Phase Center is DS2890.
 DM5387
 DM5387.Click photographs - Photos may exist for this station.
 DM5387
 DM5387.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5387
 DM5387.The ellipsoidal height was determined by GPS observations
 DM5387.and is referenced to NAD 83.
 DM5387
 DM5387. The following values were computed from the NAD 83(2011) position.
 DM5387
 DM5387;                    North         East     Units Scale Factor Converg.
 DM5387;SPC IN E     -   524,546.282    91,201.936   MT  0.99996762   -0 03 58.2
 DM5387;SPC IN E     - 1,720,948.93    299,218.35   sFT  0.99996762   -0 03 58.2
 DM5387;UTM  16      - 4,425,506.626   605,064.017   MT  0.99973589   +0 47 25.7
 DM5387
 DM5387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5387!SPC IN E     -   0.99996307  x   0.99996762  =   0.99993070
 DM5387!UTM  16      -   0.99996307  x   0.99973589  =   0.99969897
 DM5387
 DM5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0506425506(NAD 83)
 DM5387
 DM5387                          SUPERSEDED SURVEY CONTROL
 DM5387
 DM5387  NAD 83(2011)-  39 58 23.49379(N)    085 46 10.77262(W) AD(2010.00) c
 DM5387  ELLIP H (06/??/19)  235.386  (m)                       GP(2010.00) c c
 DM5387  NAD 83(2011)-  39 58 23.49381(N)    085 46 10.77261(W) AD(2010.00) c
 DM5387  ELLIP H (08/??/11)  235.379  (m)                       GP(2010.00) c c
 DM5387  NAD 83(CORS)-  39 58 23.49425(N)    085 46 10.77360(W) AD(2002.00) c
 DM5387  ELLIP H (02/??/11)  235.368  (m)                       GP(2002.00) c c
 DM5387
 DM5387.Superseded values are not recommended for survey control.
 DM5387
 DM5387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5387.See file dsdata.pdf to determine how the superseded data were derived.
 DM5387
 DM5387_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5387
 DM5387                          STATION DESCRIPTION
 DM5387
 DM5387'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5387'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5387'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5387'AND LOG FILES ACCESSIBLE AT:
 DM5387'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0657 ***********************************************************************
 LB0657  DESIGNATION -  PENN
 LB0657  PID         -  LB0657
 LB0657  STATE/COUNTY-  IN/HOWARD
 LB0657  COUNTRY     -  US
 LB0657  USGS QUAD   -  KOKOMO WEST (2019)
 LB0657
 LB0657                         *CURRENT SURVEY CONTROL
 LB0657  ______________________________________________________________________
 LB0657* NAD 83(1997) POSITION- 40 29 48.16824(N) 086 07 53.83054(W)   ADJUSTED
 LB0657* NAVD 88 ORTHO HEIGHT -   250.351 (meters)      821.36  (feet) ADJUSTED
 LB0657  ______________________________________________________________________
 LB0657  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB0657  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB0657  DYNAMIC HEIGHT  -        250.222 (meters)      820.94  (feet) COMP
 LB0657  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LB0657
 LB0657  HORZ ORDER      -  SECOND
 LB0657  VERT ORDER      -  SECOND    CLASS 0
 LB0657
 LB0657.The horizontal coordinates were established by classical geodetic methods
 LB0657.and adjusted by the National Geodetic Survey in May 1999.
 LB0657
 LB0657.The orthometric height was determined by differential leveling and
 LB0657.adjusted by the NATIONAL GEODETIC SURVEY
 LB0657.in June 1991.
 LB0657
 LB0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0657.GEOID18 height accuracy estimate available here.
 LB0657
 LB0657.Click photographs - Photos may exist for this station.
 LB0657
 LB0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0657
 LB0657.The dynamic height is computed by dividing the NAVD 88
 LB0657.geopotential number by the normal gravity value computed on the
 LB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0657.degrees latitude (g = 980.6199 gals.).
 LB0657
 LB0657.The modeled gravity was interpolated from observed gravity values.
 LB0657
 LB0657. The following values were computed from the NAD 83(1997) position.
 LB0657
 LB0657;                    North         East     Units Scale Factor Converg.
 LB0657;SPC IN E     -   582,774.416    60,586.302   MT  0.99998578   -0 18 07.0
 LB0657;SPC IN E     - 1,911,985.73    198,773.56   sFT  0.99998578   -0 18 07.0
 LB0657;UTM  16      - 4,483,252.064   573,585.259   MT  0.99966665   +0 33 50.2
 LB0657
 LB0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0657!SPC IN E     -   0.99996613  x   0.99998578  =   0.99995191
 LB0657!UTM  16      -   0.99996613  x   0.99966665  =   0.99963279
 LB0657
 LB0657:                Primary Azimuth Mark                     Grid Az
 LB0657:SPC IN E     -  KOKOMO                                   187 54 23.3
 LB0657:UTM  16      -  KOKOMO                                   187 02 26.1
 LB0657
 LB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7358583252(NAD 83)
 LB0657
 LB0657|---------------------------------------------------------------------|
 LB0657| PID    Reference Object                     Distance      Geod. Az  |
 LB0657|                                                           dddmmss.s |
 LB0657| LB2668 KOKOMO                              APPROX. 0.5 KM 1873616.3 |
 LB0657|---------------------------------------------------------------------|
 LB0657
 LB0657                          SUPERSEDED SURVEY CONTROL
 LB0657
 LB0657  NAD 83(1986)-  40 29 48.16900(N)    086 07 53.84102(W) AD(       ) 2
 LB0657  NAD 27      -  40 29 48.03510(N)    086 07 53.86500(W) AD(       ) 2
 LB0657  USSD        -  40 29 48.05700(N)    086 07 53.73600(W) AD(       ) 3
 LB0657  NGVD 29 (??/??/92)  250.474  (m)          821.76   (f) ADJ UNCH    2 0
 LB0657  NGVD 29             250.47   (m)          821.8    (f) LEVELING    3  
 LB0657
 LB0657.Superseded values are not recommended for survey control.
 LB0657
 LB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0657.See file dsdata.pdf to determine how the superseded data were derived.
 LB0657
 LB0657_MARKER: DS = TRIANGULATION STATION DISK
 LB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0657_STAMPING: PENN 1920
 LB0657_MARK LOGO: CGS
 LB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0657+STABILITY: SURFACE MOTION
 LB0657
 LB0657  HISTORY     - Date     Condition        Report By
 LB0657  HISTORY     - 1920     MONUMENTED       CGS
 LB0657  HISTORY     - 1938     GOOD             CGS
 LB0657  HISTORY     - 1954     GOOD             CGS
 LB0657
 LB0657                          STATION DESCRIPTION
 LB0657
 LB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB0657'AT KOKOMO JUNCTION, JUST W OF N MAIN STREET, ON THE S SIDE OF THE
 LB0657'PENNSYLVANIA RAILROAD, ALSO ON E SIDE OF THE LAKE ERIE AND WESTERN
 LB0657'RAILROAD, WHERE PENNSYLVANIA RAILROAD CROSSES IT, 18 YARDS NW OF
 LB0657'KOKOMO JUNCTION STATION, 1.715 METERS (5.63 FEET) S OF S AND
 LB0657'NEAREST RAIL ON PENNSYLVANIA RAILROAD, 2.850 METERS (9.35 FEET) E
 LB0657'OF THE E RAIL OF THE LAKE ERIE AND WESTERN RAILROAD.  THE STATION
 LB0657'AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB0657'DESCRIBED.  THERE IS NO REFERENCE MARK.
 LB0657
 LB0657                          STATION RECOVERY (1938)
 LB0657
 LB0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LB0657'AT KOKOMO.
 LB0657'AT KOKOMO, HOWARD COUNTY, AT THE CROSSING OF THE CHICAGO-CINCINNATI
 LB0657'LINE OF THE PENNSYLVANIA RAILROAD AND THE MICHIGAN CITY-INDIANAPOLIS
 LB0657'LINE OF THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD, IN THE
 LB0657'SOUTHEAST ANGLE OF THE CROSSING, 175 YARDS NORTHWEST OF THE
 LB0657'STATION, 29.7 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 LB0657'7 FEET EAST OF THE EAST RAIL OF THE NEW YORK, CHICAGO AND
 LB0657'ST. LOUIS RAILROAD TRACK, AND 2 YARDS SOUTHWEST OF THE SOUTHWEST
 LB0657'RAIL OF THE PENNSYLVANIA RAILROAD TRACK.  A STANDARD
 LB0657'TRIANGULATION-STATION DISK, STAMPED PENN 1920 AND SET IN THE
 LB0657'TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
 LB0657
 LB0657                          STATION RECOVERY (1954)
 LB0657
 LB0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB0657'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN GOOD
 LB0657'CONDITION.  A NEW DESCRIPTION FOLLOWS.  IT IS 29 FEET SOUTHEAST OF
 LB0657'THE INTERSECTION OF NYC AND ST. L. RAILROAD AND THE PENN. RAILROAD,
 LB0657'7 FEET EAST OF THE EAST RAIL OF NYC AND ST. L. RAILROAD AND 5.5
 LB0657'FEET SOUTHWEST OF SOUTHWEST RAIL OF PENN. RAILROAD.
 LB0657'
 LB0657'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CONTINENTAL
 LB0657'AND THE DISTANCE IS 38.566 METERS, 126.53 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2065 ***********************************************************************
 LA2065  DESIGNATION -  PENN
 LA2065  PID         -  LA2065
 LA2065  STATE/COUNTY-  IN/JAY
 LA2065  COUNTRY     -  US
 LA2065  USGS QUAD   -  PENNVILLE (2019)
 LA2065
 LA2065                         *CURRENT SURVEY CONTROL
 LA2065  ______________________________________________________________________
 LA2065* NAD 83(1997) POSITION- 40 27 23.65191(N) 085 09 01.11379(W)   ADJUSTED
 LA2065* NAVD 88 ORTHO HEIGHT -   250.33  (+/-2cm)      821.3   (feet) VERTCON3
 LA2065  ______________________________________________________________________
 LA2065  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 LA2065  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 LA2065  HORZ ORDER      -  SECOND
 LA2065  VERT ORDER      -  THIRD ? (See Below)
 LA2065
 LA2065.The horizontal coordinates were established by classical geodetic methods
 LA2065.and adjusted by the National Geodetic Survey in May 1999.
 LA2065
 LA2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2065
 LA2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2065.GEOID18 height accuracy estimate available here.
 LA2065
 LA2065.The vertical order pertains to the NGVD 29 superseded value.
 LA2065
 LA2065.Click photographs - Photos may exist for this station.
 LA2065
 LA2065.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2065
 LA2065. The following values were computed from the NAD 83(1997) position.
 LA2065
 LA2065;                    North         East     Units Scale Factor Converg.
 LA2065;SPC IN E     -   578,341.090   143,797.301   MT  0.99999027   +0 20 06.2
 LA2065;SPC IN E     - 1,897,440.73    471,774.98   sFT  0.99999027   +0 20 06.2
 LA2065;UTM  16      - 4,480,077.015   656,836.806   MT  0.99990279   +1 12 01.6
 LA2065
 LA2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2065!SPC IN E     -   0.99996604  x   0.99999027  =   0.99995631
 LA2065!UTM  16      -   0.99996604  x   0.99990279  =   0.99986883
 LA2065
 LA2065:                Primary Azimuth Mark                     Grid Az
 LA2065:SPC IN E     -  PENN AZ MK                               357 24 51.2
 LA2065:UTM  16      -  PENN AZ MK                               356 32 55.8
 LA2065
 LA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5683680077(NAD 83)
 LA2065
 LA2065|---------------------------------------------------------------------|
 LA2065| PID    Reference Object                     Distance      Geod. Az  |
 LA2065|                                                           dddmmss.s |
 LA2065| CC9131 PENN RM 1                            25.863 METERS 04800     |
 LA2065| LA2034 MONTPELIER MUNICIPAL TANK           APPROX.15.0 KM 3151924.1 |
 LA2065| CC9132 PENN RM 2                            23.075 METERS 33529     |
 LA2065| CC9130 PENN AZ MK                                         3574457.4 |
 LA2065| LA2064 PENNVILLE MUNICIPAL TANK            APPROX. 3.9 KM 3594851.6 |
 LA2065|---------------------------------------------------------------------|
 LA2065
 LA2065                          SUPERSEDED SURVEY CONTROL
 LA2065
 LA2065  NAD 83(1995)-  40 27 23.65257(N)    085 09 01.11762(W) AD(       ) 2
 LA2065  NAD 83(1986)-  40 27 23.65406(N)    085 09 01.12730(W) AD(       ) 2
 LA2065  NAD 27      -  40 27 23.49180(N)    085 09 01.22510(W) AD(       ) 2
 LA2065  NGVD 29             250.47   (m)          821.8    (f) LEVELING    3  
 LA2065
 LA2065.Superseded values are not recommended for survey control.
 LA2065
 LA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2065.See file dsdata.pdf to determine how the superseded data were derived.
 LA2065
 LA2065_MARKER: DS = TRIANGULATION STATION DISK
 LA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2065_STAMPING: PENN 1955
 LA2065_MARK LOGO: CGS
 LA2065_PROJECTION: RECESSED 30 CENTIMETERS
 LA2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2065+STABILITY: SURFACE MOTION
 LA2065
 LA2065  HISTORY     - Date     Condition        Report By
 LA2065  HISTORY     - 1955     MONUMENTED       CGS
 LA2065
 LA2065                          STATION DESCRIPTION
 LA2065
 LA2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2065'THE STATION IS LOCATED ABOUT 11 MILES EAST OF HARTFORD CITY, 8.25
 LA2065'MILES WEST OF PORTLAND, 2.3 MILES SOUTH OF PENNVILLE, AND ON LAND
 LA2065'OWNED BY MR. HOWARD BOURNE OF 503 EAST HIGH STREET, PORTLAND, INDIANA.
 LA2065'
 LA2065'THE MARK IS 75.5 FEET SOUTH OF THE CENTER OF MR. BOURNES DRIVEWAY, 65
 LA2065'FEET EAST OF THE CENTER OF STATE HIGHWAY 1, 32.3 FEET EAST OF A WIRE
 LA2065'FENCE, AND 25.3 FEET NORTH OF A WIRE FENCE.
 LA2065'
 LA2065'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 22 IN
 LA2065'PENNVILLE, GO SOUTH ON STATE HIGHWAY 1 FOR 1.85 MILES TO AN OLD SCHOOL
 LA2065'HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE
 LA2065'(SOUTH) ON THE HIGHWAY FOR 0.55 MILE TO A FARM HOUSE ON THE LEFT AND
 LA2065'THE STATION AS DESCRIBED.
 LA2065'
 LA2065'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND THE
 LA2065'DISK IS STAMPED PENN 1955.
 LA2065'
 LA2065'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.  THE
 LA2065'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PENN NO 1 1955.
 LA2065'
 LA2065'REFERENCE MARK 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY, 7 FEET
 LA2065'SOUTH OF THE CENTER OF THE DRIVEWAY, 2 FEET NORTH OF A WHITE 4-INCH BY
 LA2065'4-INCH WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK
 LA2065'PROJECTS 4 INCHES, AND THE DISK IS STAMPED PENN NO 2 1955.
 LA2065'
 LA2065'THE AZIMUTH MARK IS 36 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LA2065'KNOX TWP DIST.  1 ABANDONED SCHOOL HOUSE, 27 FEET WEST OF THE CENTER
 LA2065'OF THE HIGHWAY, 3.5 FEET SOUTH OF A WHITE 4-INCH BY 4-INCH WITNESS
 LA2065'POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 LA2065'AND THE DISK IS STAMPED PENN 1955.
 LA2065'
 LA2065'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2226 ***********************************************************************
 ME2226  DESIGNATION -  PENN MAGNETIC STATION
 ME2226  PID         -  ME2226
 ME2226  STATE/COUNTY-  IN/ST JOSEPH
 ME2226  COUNTRY     -  US
 ME2226  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2226
 ME2226                         *CURRENT SURVEY CONTROL
 ME2226  ______________________________________________________________________
 ME2226* NAD 83(1997) POSITION- 41 38 53.21405(N) 086 12 26.56985(W)   ADJUSTED
 ME2226* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 ME2226  ______________________________________________________________________
 ME2226  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME2226  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 ME2226  HORZ ORDER      -  SECOND
 ME2226
 ME2226.The horizontal coordinates were established by classical geodetic methods
 ME2226.and adjusted by the National Geodetic Survey in May 1999.
 ME2226
 ME2226.The orthometric height was scaled from a topographic map.
 ME2226
 ME2226.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2226.GEOID18 height accuracy estimate available here.
 ME2226
 ME2226.Click photographs - Photos may exist for this station.
 ME2226
 ME2226.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2226
 ME2226. The following values were computed from the NAD 83(1997) position.
 ME2226
 ME2226;                    North         East     Units Scale Factor Converg.
 ME2226;SPC IN E     -   710,676.813    54,956.907   MT  0.99999162   -0 21 33.6
 ME2226;SPC IN E     - 2,331,612.18    180,304.45   sFT  0.99999162   -0 21 33.6
 ME2226;UTM  16      - 4,611,011.445   566,003.515   MT  0.99965361   +0 31 36.3
 ME2226
 ME2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2226!SPC IN E     -   0.99996282  x   0.99999162  =   0.99995444
 ME2226!UTM  16      -   0.99996282  x   0.99965361  =   0.99961644
 ME2226
 ME2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6600311011(NAD 83)
 ME2226
 ME2226                          SUPERSEDED SURVEY CONTROL
 ME2226
 ME2226  NAD 83(1994)-  41 38 53.21470(N)    086 12 26.57424(W) AD(       ) 2
 ME2226  NAD 83(1986)-  41 38 53.21540(N)    086 12 26.57603(W) AD(       ) 2
 ME2226  NAD 27      -  41 38 53.03730(N)    086 12 26.55540(W) AD(       ) 2
 ME2226
 ME2226.Superseded values are not recommended for survey control.
 ME2226
 ME2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2226.See file dsdata.pdf to determine how the superseded data were derived.
 ME2226
 ME2226_MARKER: DM = MAGNETIC STATION DISK
 ME2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2226_MARK LOGO: CGS
 ME2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2226+STABILITY: SURFACE MOTION
 ME2226
 ME2226  HISTORY     - Date     Condition        Report By
 ME2226  HISTORY     - 1952     MONUMENTED       CGS
 ME2226
 ME2226                          STATION DESCRIPTION
 ME2226
 ME2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ME2226'STATION MARK WAS USED AS A REFERENCE MARK AND IT IS 77 FEET
 ME2226'NORTH OF THE LARGE BOULDER.
 ME2226'THE MARK IS A CONCRETE POST 12 INCHES IN DIAMETER WHICH PROJECTS 2
 ME2226'INCHES WITH A BRONZE USC AND GS
 ME2226'MAGNETIC STATION DISK SET IN THE TOP.
 ME2226'TO REACH THE STATION FROM THE INTERSECTION OF EAST EWING AVENUE AND
 ME2226'SOUTH MICHIGAN STREET
 ME2226'(U.S. HIGHWAY 31), GO EAST ON EAST EWING AVENUE FOR 2.3 MILES TO A
 ME2226'DRIVEWAY ON THE RIGHT AND ENTRANCE
 ME2226'TO THE OLIVER ESTATE, TURN RIGHT AND FOLLOW
 ME2226'CINDER ROAD UP HILL FOR 0.25 MILE TO WHERE ROAD FORKS
 ME2226'THREE WAYS, TURN SHARP RIGHT
 ME2226'AND GO 0.05 MILE TO WHERE ROAD TURNS SHARP LEFT AND THE STATION IS
 ME2226'ABOUT 200 FEET NORTH OF THIS POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2224 ***********************************************************************
 ME2224  DESIGNATION -  PENN RESET
 ME2224  PID         -  ME2224
 ME2224  STATE/COUNTY-  IN/ST JOSEPH
 ME2224  COUNTRY     -  US
 ME2224  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2224
 ME2224                         *CURRENT SURVEY CONTROL
 ME2224  ______________________________________________________________________
 ME2224* NAD 83(1997) POSITION- 41 38 53.17842(N) 086 12 26.10703(W)   ADJUSTED
 ME2224* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 ME2224  ______________________________________________________________________
 ME2224  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME2224  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 ME2224  HORZ ORDER      -  FIRST
 ME2224
 ME2224.The horizontal coordinates were established by classical geodetic methods
 ME2224.and adjusted by the National Geodetic Survey in May 1999.
 ME2224
 ME2224.The orthometric height was scaled from a topographic map.
 ME2224
 ME2224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2224.GEOID18 height accuracy estimate available here.
 ME2224
 ME2224.Click photographs - Photos may exist for this station.
 ME2224
 ME2224.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2224
 ME2224. The following values were computed from the NAD 83(1997) position.
 ME2224
 ME2224;                    North         East     Units Scale Factor Converg.
 ME2224;SPC IN E     -   710,675.647    54,967.610   MT  0.99999161   -0 21 33.3
 ME2224;SPC IN E     - 2,331,608.35    180,339.57   sFT  0.99999161   -0 21 33.3
 ME2224;UTM  16      - 4,611,010.445   566,014.231   MT  0.99965363   +0 31 36.6
 ME2224
 ME2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2224!SPC IN E     -   0.99996282  x   0.99999161  =   0.99995443
 ME2224!UTM  16      -   0.99996282  x   0.99965363  =   0.99961646
 ME2224
 ME2224:                Primary Azimuth Mark                     Grid Az
 ME2224:SPC IN E     -  PENN AZ MK                               178 35 50.1
 ME2224:UTM  16      -  PENN AZ MK                               177 42 40.2
 ME2224
 ME2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6601411010(NAD 83)
 ME2224
 ME2224|---------------------------------------------------------------------|
 ME2224| PID    Reference Object                     Distance      Geod. Az  |
 ME2224|                                                           dddmmss.s |
 ME2224| CM4355 PENN RM NE                                         08616     |
 ME2224| ME2216 S BEND ST FRANCIS CONVENT TK        APPROX. 0.9 KM 1160840.1 |
 ME2224| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX. 1.8 KM 1544109.8 |
 ME2224| CM4357 PENN RM SW                                         17220     |
 ME2224| CM4353 PENN AZ MK                                         1781416.8 |
 ME2224| ME2204 S BEND RADIO STA WSBT MAST 1        APPROX. 3.6 KM 1921202.7 |
 ME2224| ME2203 S BEND RADIO STA WSBT MAST 5        APPROX. 3.8 KM 1941432.5 |
 ME2224| ME2207 S BEND RADIO STA WSBT MAST 4        APPROX. 3.7 KM 1944207.4 |
 ME2224| ME2206 S BEND RADIO STA WSBT MAST 3        APPROX. 3.6 KM 1951053.6 |
 ME2224| ME2205 S BEND RADIO STA WSBT MAST 2        APPROX. 3.5 KM 1954048.2 |
 ME2224| CM4354 PENN RM 1                            45.458 METERS 19735     |
 ME2224| CM4356 PENN RM SE                                         25158     |
 ME2224| ME2229 S BEND S MOORE MUNICIPAL TANK       APPROX. 3.3 KM 2522727.5 |
 ME2224| ME2243 S BEND STUDEBAKER PLANT 3 STK       APPROX. 4.1 KM 2595911.8 |
 ME2224| ME2226 PENN MAGNETIC STATION                10.766 METERS 27552     |
 ME2224| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX. 2.8 KM 2985813.6 |
 ME2224| ME2238 BENDIX FLD ST JOSEPH APT BCN        APPROX.10.5 KM 3035409.3 |
 ME2224|---------------------------------------------------------------------|
 ME2224
 ME2224                          SUPERSEDED SURVEY CONTROL
 ME2224
 ME2224  NAD 83(1994)-  41 38 53.17907(N)    086 12 26.11142(W) AD(       ) 1
 ME2224  NAD 83(1986)-  41 38 53.17978(N)    086 12 26.11321(W) AD(       ) 1
 ME2224  NAD 27      -  41 38 53.00160(N)    086 12 26.09260(W) AD(       ) 1
 ME2224  USSD        -  41 38 53.06400(N)    086 12 25.94700(W) AD(       ) 3
 ME2224
 ME2224.Superseded values are not recommended for survey control.
 ME2224
 ME2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2224.See file dsdata.pdf to determine how the superseded data were derived.
 ME2224
 ME2224_MARKER: DS = TRIANGULATION STATION DISK
 ME2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2224_STAMPING: PENN USLS 1877 1952
 ME2224_MARK LOGO: CGS
 ME2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2224+STABILITY: SURFACE MOTION
 ME2224
 ME2224  HISTORY     - Date     Condition        Report By
 ME2224  HISTORY     - 1935     MONUMENTED       USLS
 ME2224  HISTORY     - 1935     GOOD             CGS
 ME2224  HISTORY     - 1942     GOOD             CGS
 ME2224  HISTORY     - 1952     GOOD             CGS
 ME2224
 ME2224                          STATION DESCRIPTION
 ME2224
 ME2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ME2224'ABOUT 2.4 MILES EAST OF SOUTH OF SOUTH MICHIGAN AVENUE, SOUTH BEND,
 ME2224'ABOUT 150 YARDS SOUTH OF EWING AVENUE, ON TOP OF BARREN HILL IN NW 1/4
 ME2224'SEC.  20, T. 37 N., R. 3 E., ABOUT 200 YARDS WEST OF THE CARETAKERS
 ME2224'HOME ON THE OLIVER ESTATE, 29 YARDS NORTH-NORTHEAST OF PROMINENT LARGE
 ME2224'GRANITE BOULDER AND 16 FEET SOUTHWEST OF STEEL ANCHORAGE OF
 ME2224'OBSERVATION TOWER WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.  MARKED
 ME2224'BY STONE POST, WHICH PROJECTS ABOUT 2 INCHES ABOVE SURFACE OF GROUND.
 ME2224'
 ME2224'REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND BEARINGS
 ME2224'FROM STATION- 99.7 METERS (327 FEET)  N. 86 DEG 30 MIN E., 41.9 METERS
 ME2224'(137 FEET)  S.  7 DEG 37 MIN E., AND 69.6 METERS (228 FEET)  S. 51 DEG
 ME2224'56 MIN W.  WHICH IN 1935 WAS THE ONLY REFERENCE MARK REPORTED
 ME2224'RECOVERED.  SAINT JOSEPH COUNTY, IND- CORNER OF SECS. 17, 18, 19, 20,
 ME2224'T. 37 N., R. 3 E. (U.S.L.S.) IS 788.4 METERS (2,587 FEET) FROM STATION
 ME2224'ON BEARING N.  63 DEG 51 MIN W.
 ME2224
 ME2224                          STATION RECOVERY (1942)
 ME2224
 ME2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 ME2224'ORIGINAL DESCRIPTION SUFFICES.
 ME2224'
 ME2224'STATION RECOVERED, BUT REFERENCES WERE NOT FOUND.
 ME2224
 ME2224                          STATION RECOVERY (1952)
 ME2224
 ME2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2224'STATION WAS RECOVERED AS DESCRIBED.  THE SURFACE STATION MARK HAD BEEN
 ME2224'DESTROYED, HOWEVER THE UNDERGROUND STATION MARK WAS FOUND TO BE IN
 ME2224'GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED.
 ME2224'
 ME2224'THE UNDERGROUND STATION MARK WAS REPLACED WITH A STANDARD MARK AND A
 ME2224'SURFACE STATION MARK WAS SET.  A REFERENCE MARK AND AN AZIMUTH MARK
 ME2224'WERE ESTABLISHED BY THIS PARTY.  A MAGNETIC STATION MARK WAS USED AS A
 ME2224'REFERENCE MARK.
 ME2224'
 ME2224'A COMPLETE NEW DESCRIPTION FOLLOWS.
 ME2224'
 ME2224'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE CENTER OF SOUTH
 ME2224'BEND ON PROPERTY OWNED BY JOSEPH D. OLIVER.  IT IS 179 FEET NORTHWEST
 ME2224'OF THE EAST EDGE OF A RIDGE AND 86 FEET NORTHEAST OF A LARGE BOULDER.
 ME2224'THE MARK IS FLUSH AND THE DISK IS STAMPED PENN USLS 1877 1952.
 ME2224'
 ME2224'REFERENCE MARK NO. 1 IS 64 FEET SOUTH OF THE LARGE BOULDER AND 1 FOOT
 ME2224'EAST OF A FENCE CORNER AND 30 FEET NORTHEAST OF THE CENTER OF A CINDER
 ME2224'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED PENN USLS NO 1 1877
 ME2224'1952.
 ME2224'
 ME2224'MAGNETIC STATION MARK WAS USED AS A REFERENCE MARK AND IT IS 77 FEET
 ME2224'NORTH OF THE LARGE BOULDER.  THE MARK IS A CONCRETE POST 12 INCHES IN
 ME2224'DIAMETER WHICH PROJECTS 2 INCHES WITH A BRONZE USC AND GS MAGNETIC
 ME2224'STATION DISK SET IN THE TOP.
 ME2224'
 ME2224'AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTER OF A CINDER ROAD, 2 FEET
 ME2224'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 ME2224'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PENN
 ME2224'USLS 1877 1952.
 ME2224'
 ME2224'TO REACH THE STATION FROM THE INTERSECTION OF EAST EWING AVENUE AND
 ME2224'SOUTH MICHIGAN STREET (U.S. HIGHWAY 31)  GO EAST ON EAST EWING AVENUE
 ME2224'FOR 2.3 MILES TO A DRIVEWAY ON THE RIGHT AND ENTRANCE TO THE OLIVER
 ME2224'ESTATE, TURN RIGHT AND FOLLOW CINDER ROAD UP HILL FOR 0.25 MILE TO
 ME2224'WHERE ROAD FORKS THREE WAYS, TURN SHARP RIGHT AND GO 0.05 MILE TO
 ME2224'WHERE ROAD TURNS SHARP LEFT AND THE STATION IS ABOUT 200 FEET NORTH OF
 ME2224'THIS POINT.  TO REACH WEST, TURN WEST AND GO 0.05 MILE TO THE AZIMUTH
 ME2224'MARK ON THE LEFT.
 ME2224'
 ME2224'HEIGHT OF LIGHT ABOVE THE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2064 ***********************************************************************
 LA2064  DESIGNATION -  PENNVILLE MUNICIPAL TANK
 LA2064  PID         -  LA2064
 LA2064  STATE/COUNTY-  IN/JAY
 LA2064  COUNTRY     -  US
 LA2064  USGS QUAD   -  PENNVILLE (2019)
 LA2064
 LA2064                         *CURRENT SURVEY CONTROL
 LA2064  ______________________________________________________________________
 LA2064* NAD 83(1997) POSITION- 40 29 28.80640(N) 085 09 01.64497(W)   ADJUSTED
 LA2064  ______________________________________________________________________
 LA2064  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 LA2064  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 LA2064  HORZ ORDER      -  THIRD
 LA2064
 LA2064.The horizontal coordinates were established by classical geodetic methods
 LA2064.and adjusted by the National Geodetic Survey in May 1999.
 LA2064
 LA2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2064.GEOID18 height accuracy estimate available here.
 LA2064
 LA2064.Click photographs - Photos may exist for this station.
 LA2064
 LA2064.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2064
 LA2064. The following values were computed from the NAD 83(1997) position.
 LA2064
 LA2064;                    North         East     Units Scale Factor Converg.
 LA2064;SPC IN E     -   582,201.365   143,762.209   MT  0.99999023   +0 20 06.7
 LA2064;SPC IN E     - 1,910,105.65    471,659.85   sFT  0.99999023   +0 20 06.7
 LA2064;UTM  16      - 4,483,935.980   656,743.403   MT  0.99990242   +1 12 04.4
 LA2064
 LA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5674383935(NAD 83)
 LA2064
 LA2064                          SUPERSEDED SURVEY CONTROL
 LA2064
 LA2064  NAD 83(1995)-  40 29 28.80641(N)    085 09 01.64883(W) AD(       ) 3
 LA2064  NAD 83(1986)-  40 29 28.80852(N)    085 09 01.65902(W) AD(       ) 3
 LA2064  NAD 27      -  40 29 28.64500(N)    085 09 01.75600(W) AD(       ) 3
 LA2064
 LA2064.Superseded values are not recommended for survey control.
 LA2064
 LA2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2064.See file dsdata.pdf to determine how the superseded data were derived.
 LA2064
 LA2064_MARKER: 53 = ELEVATED TANK
 LA2064
 LA2064  HISTORY     - Date     Condition        Report By
 LA2064  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2064
 LA2064                          STATION DESCRIPTION
 LA2064
 LA2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2064'THE STATION IS IN THE SOUTHWEST EDGE OF THE TOWN OF PENNVILLE.  IT IS
 LA2064'AN ELEVATED TANK WHICH IS
 LA2064'SUPPORTED BY 4 STRUCTURAL STEEL LEGS, SILVER IN COLOR, AND 100 FEET
 LA2064'HIGH.  THE POINT INTERSECTED WAS THE
 LA2064'APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0878 ***********************************************************************
 JZ0878  DESIGNATION -  PEORIA RM 2
 JZ0878  PID         -  JZ0878
 JZ0878  STATE/COUNTY-  IN/FRANKLIN
 JZ0878  COUNTRY     -  US
 JZ0878  USGS QUAD   -  REILY (2016)
 JZ0878
 JZ0878                         *CURRENT SURVEY CONTROL
 JZ0878  ______________________________________________________________________
 JZ0878* NAD 83(1986) POSITION- 39 26 48.16   (N) 084 49 00.10   (W)   HD_HELD1
 JZ0878* NAVD 88 ORTHO HEIGHT -   311.812 (meters)     1023.00  (feet) ADJUSTED
 JZ0878  ______________________________________________________________________
 JZ0878  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 JZ0878  DYNAMIC HEIGHT  -        311.632 (meters)     1022.41  (feet) COMP
 JZ0878  MODELED GRAVITY -    980,041.7   (mgal)                       NAVD 88
 JZ0878
 JZ0878  VERT ORDER      -  SECOND    CLASS 0
 JZ0878
 JZ0878.The horizontal coordinates were determined by differentially corrected
 JZ0878.hand held GPS observations or other comparable positioning techniques
 JZ0878.and have an estimated accuracy of +/- 3 meters.
 JZ0878
 JZ0878.The orthometric height was determined by differential leveling and
 JZ0878.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0878.in June 1991.
 JZ0878
 JZ0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0878.GEOID18 height accuracy estimate available here.
 JZ0878
 JZ0878.Click photographs - Photos may exist for this station.
 JZ0878
 JZ0878.The dynamic height is computed by dividing the NAVD 88
 JZ0878.geopotential number by the normal gravity value computed on the
 JZ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0878.degrees latitude (g = 980.6199 gals.).
 JZ0878
 JZ0878.The modeled gravity was interpolated from observed gravity values.
 JZ0878
 JZ0878;                    North         East    Units  Estimated Accuracy
 JZ0878;SPC IN E     -   466,433.2     173,162.9     MT  (+/- 3 meters HH1 GPS) 
 JZ0878
 JZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8787068625(NAD 83)
 JZ0878
 JZ0878                          SUPERSEDED SURVEY CONTROL
 JZ0878
 JZ0878  NGVD 29 (??/??/92)  311.985  (m)         1023.57   (f) ADJ UNCH    2 0
 JZ0878
 JZ0878.Superseded values are not recommended for survey control.
 JZ0878
 JZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0878.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0878
 JZ0878_MARKER: DR = REFERENCE MARK DISK
 JZ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0878_STAMPING: PEORIA NO 2 1932
 JZ0878_MARK LOGO: CGS
 JZ0878_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0878+STABILITY: SURFACE MOTION
 JZ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0878+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 JZ0878
 JZ0878  HISTORY     - Date     Condition        Report By
 JZ0878  HISTORY     - 1932     MONUMENTED       CGS
 JZ0878  HISTORY     - 1947     GOOD             CGS
 JZ0878  HISTORY     - 20020626 GOOD             BUTCOE
 JZ0878
 JZ0878                          STATION DESCRIPTION
 JZ0878
 JZ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0878'1 MI N FROM PEORIA.
 JZ0878'0.95 MILE NORTH ALONG THE OHIO-INDIANA STATE LINE ROAD FROM THE
 JZ0878'CHESAPEAKE AND OHIO RAILWAY STATION AT PEORIA, ACROSS THE STATE
 JZ0878'LINE FROM HARRY KOLBS RESIDENCE, IN THE NORTHWEST ANGLE OF THE
 JZ0878'T JUNCTION OF A FARM LANE LEADING WEST, 23 FEET WEST OF THE
 JZ0878'CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE
 JZ0878'T ROAD WEST, 3 FEET NORTH OF THE NORTH GATE POST, 1 FOOT EAST
 JZ0878'OF THE FENCE, ABOUT LEVEL WITH THE ROAD  AND SET IN THE TOP OF A
 JZ0878'CONCRETE POST PROJECTING 4 INCHES.
 JZ0878
 JZ0878                          STATION RECOVERY (2002)
 JZ0878
 JZ0878'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2191 ***********************************************************************
 LB2191  DESIGNATION -  PERKINS
 LB2191  PID         -  LB2191
 LB2191  STATE/COUNTY-  IN/NEWTON
 LB2191  COUNTRY     -  US
 LB2191  USGS QUAD   -  GOODLAND (2019)
 LB2191
 LB2191                         *CURRENT SURVEY CONTROL
 LB2191  ______________________________________________________________________
 LB2191* NAD 83(1997) POSITION- 40 45 56.46769(N) 087 21 46.26153(W)   ADJUSTED
 LB2191* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2191  ______________________________________________________________________
 LB2191  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 LB2191  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LB2191  HORZ ORDER      -  THIRD
 LB2191
 LB2191.The horizontal coordinates were established by classical geodetic methods
 LB2191.and adjusted by the National Geodetic Survey in May 1999.
 LB2191
 LB2191.The orthometric height was scaled from a topographic map.
 LB2191
 LB2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2191.GEOID18 height accuracy estimate available here.
 LB2191
 LB2191.Click photographs - Photos may exist for this station.
 LB2191
 LB2191.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2191
 LB2191. The following values were computed from the NAD 83(1997) position.
 LB2191
 LB2191;                    North         East     Units Scale Factor Converg.
 LB2191;SPC IN W     -   612,575.638   876,400.464   MT  0.99997352   -0 10 57.1
 LB2191;SPC IN W     - 2,009,758.57  2,875,323.86   sFT  0.99997352   -0 10 57.1
 LB2191;UTM  16      - 4,512,809.775   469,375.879   MT  0.99961154   -0 14 13.0
 LB2191
 LB2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2191!SPC IN W     -   0.99997245  x   0.99997352  =   0.99994597
 LB2191!UTM  16      -   0.99997245  x   0.99961154  =   0.99958400
 LB2191
 LB2191:                Primary Azimuth Mark                     Grid Az
 LB2191:SPC IN W     -  PERKINS AZ MK                            348 05 30.0
 LB2191:UTM  16      -  PERKINS AZ MK                            348 08 45.9
 LB2191
 LB2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6937512809(NAD 83)
 LB2191
 LB2191|---------------------------------------------------------------------|
 LB2191| PID    Reference Object                     Distance      Geod. Az  |
 LB2191|                                                           dddmmss.s |
 LB2191| CM4363 PERKINS RM 2                         11.223 METERS 09437     |
 LB2191| CM4362 PERKINS RM 1                         10.428 METERS 33343     |
 LB2191| CM4361 PERKINS AZ MK                                      3475432.9 |
 LB2191|---------------------------------------------------------------------|
 LB2191
 LB2191                          SUPERSEDED SURVEY CONTROL
 LB2191
 LB2191  NAD 83(1986)-  40 45 56.47378(N)    087 21 46.27081(W) AD(       ) 3
 LB2191  NAD 27      -  40 45 56.34540(N)    087 21 46.17650(W) AD(       ) 3
 LB2191
 LB2191.Superseded values are not recommended for survey control.
 LB2191
 LB2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2191.See file dsdata.pdf to determine how the superseded data were derived.
 LB2191
 LB2191_MARKER: DS = TRIANGULATION STATION DISK
 LB2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2191_STAMPING: PERKINS 1955
 LB2191_MARK LOGO: CGS
 LB2191_PROJECTION: FLUSH
 LB2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2191+STABILITY: SURFACE MOTION
 LB2191
 LB2191  HISTORY     - Date     Condition        Report By
 LB2191  HISTORY     - 1955     MONUMENTED       CGS
 LB2191  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB2191
 LB2191                          STATION DESCRIPTION
 LB2191
 LB2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2191'STATION IS LOCATED ALONG THE PENNSYLVANIA RAILROAD TRACK ABOUT 4
 LB2191'MILES EAST OF KENTLAND, 3-3/4 MILES WEST OF GOODLAND AND IS ON
 LB2191'RAILROAD RIGHT-OF-WAY.  IT IS 68 FEET SOUTHEAST OF THE INTERSECTION
 LB2191'OF A GRAVEL ROAD AND THE RAILROAD TRACK, 46 FEET EAST OF THE CENTER
 LB2191'OF A GRAVEL ROAD, 45 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LB2191'TRACK, 20 FEET SOUTHEAST OF A TELEPHONE POLE, 13 FEET EAST OF A FENCE
 LB2191'CORNER, 7 FEET EAST OF A WHITE WITNESS POST AND 3 FEET NORTH OF A
 LB2191'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PERKINS 1955.
 LB2191'
 LB2191'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 LB2191'AND 14 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK.  THE MARK
 LB2191'IS FLUSH IN A DRILL HOLE IN THE SOUTHEAST END OF THE CONCRETE
 LB2191'RAILROAD CULVERT AND THE DISK IS STAMPED PERKINS NO 1 1955.
 LB2191'
 LB2191'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF THE SOUTH RAIL OF THE
 LB2191'RAILROAD TRACK AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK IS
 LB2191'FLUSH AND THE DISK IS STAMPED PERKINS NO 2 1955.
 LB2191'
 LB2191'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LB2191'NORTHWEST OF A TELEPHONE POLE AND 1 FOOT EAST OF A WHITE WITNESS
 LB2191'POST AND IS IN AN EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND THE
 LB2191'DISK IS STAMPED PERKINS 1955.
 LB2191'
 LB2191'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND THE
 LB2191'WEST JUNCTION OF STATE HIGHWAY 55, GO WEST ON HIGHWAY 24 FOR 1.95
 LB2191'MILES TO A GRAVEL CROSSROAD*, TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 LB2191'FOR 0.05 MILE TO THE RAILROAD TRACKS AND THE STATION AS DESCRIBED.
 LB2191'
 LB2191'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO NORTH ON GRAVEL ROAD
 LB2191'FOR 0.45 MILE TO A GRAVEL T-ROAD, TURN LEFT AND GO WEST FOR 0.05
 LB2191'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2191'
 LB2191'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2191
 LB2191                          STATION RECOVERY (2008)
 LB2191
 LB2191'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2191'RM 1 SHEARED OFF. MEASURING FROM RM 1 PUTS YOU ON SLOPE OF NEWER
 LB2191'DITCH.  MARK PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2700 ***********************************************************************
 LB2700  DESIGNATION -  PERPORT
 LB2700  PID         -  LB2700
 LB2700  STATE/COUNTY-  IN/MIAMI
 LB2700  COUNTRY     -  US
 LB2700  USGS QUAD   -  TWELVE MILE (2019)
 LB2700
 LB2700                         *CURRENT SURVEY CONTROL
 LB2700  ______________________________________________________________________
 LB2700* NAD 83(1997) POSITION- 40 47 14.28904(N) 086 08 47.08652(W)   ADJUSTED
 LB2700* NAD 83(1997) ELLIP HT-   201.842 (meters)        (05/25/99)   ADJUSTED
 LB2700* NAVD 88 ORTHO HEIGHT -   236.0   (meters)      774.    (feet) VERTCON3
 LB2700  ______________________________________________________________________
 LB2700  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 LB2700  NAD 83(1997) X  -    325,027.388 (meters)                     COMP
 LB2700  NAD 83(1997) Y  - -4,825,272.691 (meters)                     COMP
 LB2700  NAD 83(1997) Z  -  4,144,699.752 (meters)                     COMP
 LB2700  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB2700  HORZ ORDER      -  THIRD
 LB2700  ELLP ORDER      -  FOURTH    CLASS I
 LB2700
 LB2700.This mark is at Peru Airport (I76)
 LB2700
 LB2700.The horizontal coordinates were established by GPS observations
 LB2700.and adjusted by the National Geodetic Survey in May 1999.
 LB2700
 LB2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2700
 LB2700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2700.GEOID18 height accuracy estimate available here.
 LB2700
 LB2700.Click photographs - Photos may exist for this station.
 LB2700
 LB2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2700
 LB2700.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2700
 LB2700.The ellipsoidal height was determined by GPS observations
 LB2700.and is referenced to NAD 83.
 LB2700
 LB2700. The following values were computed from the NAD 83(1997) position.
 LB2700
 LB2700;                    North         East     Units Scale Factor Converg.
 LB2700;SPC IN E     -   615,049.275    59,508.263   MT  0.99998684   -0 18 48.2
 LB2700;SPC IN E     - 2,017,874.16    195,236.69   sFT  0.99998684   -0 18 48.2
 LB2700;UTM  16      - 4,515,496.520   572,018.655   MT  0.99966384   +0 33 27.5
 LB2700
 LB2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2700!SPC IN E     -   0.99996834  x   0.99998684  =   0.99995518
 LB2700!UTM  16      -   0.99996834  x   0.99966384  =   0.99963219
 LB2700
 LB2700:                Primary Azimuth Mark                     Grid Az
 LB2700:SPC IN E     -  PERPORT AZ MK                            184 57 25.0
 LB2700:UTM  16      -  PERPORT AZ MK                            184 05 09.3
 LB2700
 LB2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7201815496(NAD 83)
 LB2700
 LB2700|---------------------------------------------------------------------|
 LB2700| PID    Reference Object                     Distance      Geod. Az  |
 LB2700|                                                           dddmmss.s |
 LB2700| LB2701 PERPORT AZ MK                       APPROX. 0.6 KM 1843836.8 |
 LB2700|---------------------------------------------------------------------|
 LB2700
 LB2700                          SUPERSEDED SURVEY CONTROL
 LB2700
 LB2700  NAD 83(1986)-  40 47 14.29338(N)    086 08 47.09880(W) AD(       ) 3
 LB2700  NAD 27      -  40 47 14.14232(N)    086 08 47.11827(W) AD(       ) 3
 LB2700  NGVD 29 (02/23/89)  236.1    (m)  RAPSU86  model used  GPS OBS        
 LB2700
 LB2700.Superseded values are not recommended for survey control.
 LB2700
 LB2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2700.See file dsdata.pdf to determine how the superseded data were derived.
 LB2700
 LB2700_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2700_STAMPING: PERPORT 1986
 LB2700_MARK LOGO: NGS
 LB2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2700+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2700
 LB2700  HISTORY     - Date     Condition        Report By
 LB2700  HISTORY     - 1988     MONUMENTED       NGS
 LB2700
 LB2700                          STATION DESCRIPTION
 LB2700
 LB2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2700'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTHWEST OF PERU, 19.3
 LB2700'KM (12.00 MI) EAST-NORTHEAST OF LOGANSPORT, 28.2 KM (17.50 MI) WEST
 LB2700'OF WABASH AND AT THE PERU MUNICIPAL AIRPORT.  OWNERSHIP--AMBER
 LB2700'AVIATION RT 4, BOX 99AA, PERU, IN 46970, PHONE 317-473-9944.  AIRPORT
 LB2700'MANAGER IS JEFFERY SEE.
 LB2700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S.
 LB2700'HIGHWAY 35, ABOUT 6.4 KM (4.00 MI) WEST OF PERU, GO NORTH ON U.S.
 LB2700'HIGHWAY 35 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF COUNTY ROAD 100N,
 LB2700'TURN LEFT AND GO WEST FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY
 LB2700'ROAD 400W.  TURN RIGHT AND GO NORTH FOR 0.95 KM (0.60 MI) TO AIRPORT
 LB2700'ENTRANCE AND OFFICE ON THE RIGHT.  FROM THE ENTRANCE GATE TO AIRPORT,
 LB2700'GO EAST, THEN NORTH ACROSS AIRPORT APRON FOR 0.07 KM (0.05 MI) TO A
 LB2700'TAXIWAY EAST.  TURN RIGHT ONTO TAXIWAY AND GO EAST FOR 0.1 KM
 LB2700'(0.05 MI) TO THE JUNCTION WITH RUNWAY AND STATION ON THE LEFT.
 LB2700'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 LB2700'STAMPED---PERPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 LB2700'CONCRETE POST THAT IS RECESSED 3 INCHES BELOW THE GROUND SURFACE.
 LB2700'LOCATED 12.3 M (40.4 FT) WEST FROM CENTER OF RUNWAY, 17.2 M (56.4 FT)
 LB2700'NORTH FROM CENTER OF TAXIWAY, 2.4 M (7.9 FT) SOUTH-SOUTHWEST FROM THE
 LB2700'EAST ONE OF TWO BLUE RUNWAY MARKER LIGHTS AND 0.4 M (1.3 FT)
 LB2700'NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LB2700'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2700'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2701 ***********************************************************************
 LB2701  DESIGNATION -  PERPORT AZ MK
 LB2701  PID         -  LB2701
 LB2701  STATE/COUNTY-  IN/MIAMI
 LB2701  COUNTRY     -  US
 LB2701  USGS QUAD   -  TWELVE MILE (2019)
 LB2701
 LB2701                         *CURRENT SURVEY CONTROL
 LB2701  ______________________________________________________________________
 LB2701* NAD 83(1997) POSITION- 40 46 53.95676(N) 086 08 49.25911(W)   ADJUSTED
 LB2701* NAD 83(1997) ELLIP HT-   200.129 (meters)        (05/25/99)   ADJUSTED
 LB2701* NAVD 88 ORTHO HEIGHT -   234.3   (meters)      769.    (feet) VERTCON3
 LB2701  ______________________________________________________________________
 LB2701  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LB2701  NAD 83(1997) X  -    325,004.007 (meters)                     COMP
 LB2701  NAD 83(1997) Y  - -4,825,683.599 (meters)                     COMP
 LB2701  NAD 83(1997) Z  -  4,144,223.725 (meters)                     COMP
 LB2701  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB2701  HORZ ORDER      -  THIRD
 LB2701  ELLP ORDER      -  FOURTH    CLASS I
 LB2701
 LB2701.This mark is at Peru Airport (I76)
 LB2701
 LB2701.The horizontal coordinates were established by GPS observations
 LB2701.and adjusted by the National Geodetic Survey in May 1999.
 LB2701
 LB2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2701
 LB2701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2701.GEOID18 height accuracy estimate available here.
 LB2701
 LB2701.Click photographs - Photos may exist for this station.
 LB2701
 LB2701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2701
 LB2701.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2701
 LB2701.The ellipsoidal height was determined by GPS observations
 LB2701.and is referenced to NAD 83.
 LB2701
 LB2701. The following values were computed from the NAD 83(1997) position.
 LB2701
 LB2701;                    North         East     Units Scale Factor Converg.
 LB2701;SPC IN E     -   614,422.379    59,453.891   MT  0.99998689   -0 18 49.5
 LB2701;SPC IN E     - 2,015,817.42    195,058.31   sFT  0.99998689   -0 18 49.5
 LB2701;UTM  16      - 4,514,869.072   571,973.833   MT  0.99966376   +0 33 25.8
 LB2701
 LB2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2701!SPC IN E     -   0.99996861  x   0.99998689  =   0.99995550
 LB2701!UTM  16      -   0.99996861  x   0.99966376  =   0.99963238
 LB2701
 LB2701:                Primary Azimuth Mark                     Grid Az
 LB2701:SPC IN E     -  PERPORT                                  004 57 24.8
 LB2701:UTM  16      -  PERPORT                                  004 05 09.5
 LB2701
 LB2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7197314869(NAD 83)
 LB2701
 LB2701|---------------------------------------------------------------------|
 LB2701| PID    Reference Object                     Distance      Geod. Az  |
 LB2701|                                                           dddmmss.s |
 LB2701| LB2700 PERPORT                             APPROX. 0.6 KM 0043835.3 |
 LB2701|---------------------------------------------------------------------|
 LB2701
 LB2701                          SUPERSEDED SURVEY CONTROL
 LB2701
 LB2701  NAD 83(1986)-  40 46 53.96111(N)    086 08 49.27139(W) AD(       ) 3
 LB2701  NAD 27      -  40 46 53.80985(N)    086 08 49.29082(W) AD(       ) 3
 LB2701  NGVD 29 (02/23/89)  234.4    (m)  RAPSU86  model used  GPS OBS        
 LB2701
 LB2701.Superseded values are not recommended for survey control.
 LB2701
 LB2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2701.See file dsdata.pdf to determine how the superseded data were derived.
 LB2701
 LB2701_MARKER: DZ = AZIMUTH MARK DISK
 LB2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2701_STAMPING: PERPORT 1986
 LB2701_MARK LOGO: NGS
 LB2701_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2701+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2701
 LB2701  HISTORY     - Date     Condition        Report By
 LB2701  HISTORY     - 1988     MONUMENTED       NGS
 LB2701
 LB2701                          STATION DESCRIPTION
 LB2701
 LB2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2701'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTHWEST OF PERU, 19.3
 LB2701'KM (12.00 MI) EAST-NORTHEAST OF LOGANSPORT, 28.2 KM (17.50 MI) WEST
 LB2701'OF WABASH AND AT THE PERU MUNICIPAL AIRPORT.  OWNERSHIP--AMBER
 LB2701'AVIATION RT 4, BOX 99AA, PERU, IN 46970, PHONE 317-473-9944.  AIRPORT
 LB2701'MANAGER IS JEFFERY SEE.
 LB2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S.
 LB2701'HIGHWAY 35, ABOUT 6.4 KM (4.00 MI) WEST OF PERU, GO NORTH ON U.S.
 LB2701'HIGHWAY 35 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF COUNTY ROAD 100N,
 LB2701'TURN LEFT AND GO WEST FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY
 LB2701'ROAD 400W.  TURN RIGHT AND GO NORTH FOR 0.95 KM (0.60 MI) TO AIRPORT
 LB2701'ENTRANCE AND OFFICE ON THE RIGHT.  FROM THE ENTRANCE GATE TO AIRPORT,
 LB2701'GO EAST, THEN NORTH ACROSS AIRPORT APRON FOR 0.07 KM (0.05 MI) TO A
 LB2701'TAXIWAY EAST.  TURN RIGHT ONTO TAXIWAY AND GO EAST FOR 0.1 KM
 LB2701'(0.05 MI) TO THE JUNCTION WITH RUNWAY.  TURN RIGHT AND GO SOUTH ALONG
 LB2701'RUNWAY FOR 0.65 KM (0.40 MI) TO A TURNAROUND AND THE STATION ON THE
 LB2701'RIGHT.
 LB2701'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LB2701'STAMPED---PERPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 LB2701'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  LOCATED 32.8 M
 LB2701'(107.6 FT) NORTH OF AN ORANGE RUWAY MARKER LIGHT, 12.2 M (40.0 FT)
 LB2701'WEST FROM CENTER OF RUNWAY, 2.7 M (8.9 FT) SOUTH FROM SOUTH EDGE OF
 LB2701'TURNAROUND AND 0.2 M (0.7 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LB2701'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2701'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2302 ***********************************************************************
 ME2302  DESIGNATION -  PERRY
 ME2302  PID         -  ME2302
 ME2302  STATE/COUNTY-  IN/FULTON
 ME2302  COUNTRY     -  US
 ME2302  USGS QUAD   -  KEWANNA (2019)
 ME2302
 ME2302                         *CURRENT SURVEY CONTROL
 ME2302  ______________________________________________________________________
 ME2302* NAD 83(1997) POSITION- 41 07 18.19622(N) 086 25 09.50037(W)   ADJUSTED
 ME2302* NAVD 88 ORTHO HEIGHT -   230.38  (+/-2cm)      755.8   (feet) VERTCON3
 ME2302  ______________________________________________________________________
 ME2302  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 ME2302  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 ME2302  HORZ ORDER      -  SECOND
 ME2302  VERT ORDER      -  THIRD ? (See Below)
 ME2302
 ME2302.The horizontal coordinates were established by classical geodetic methods
 ME2302.and adjusted by the National Geodetic Survey in May 1999.
 ME2302
 ME2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2302
 ME2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2302.GEOID18 height accuracy estimate available here.
 ME2302
 ME2302.The vertical order pertains to the NGVD 29 superseded value.
 ME2302
 ME2302.Click photographs - Photos may exist for this station.
 ME2302
 ME2302.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2302
 ME2302. The following values were computed from the NAD 83(1997) position.
 ME2302
 ME2302;                    North         East     Units Scale Factor Converg.
 ME2302;SPC IN E     -   652,348.524    36,795.075   MT  1.00001581   -0 29 42.0
 ME2302;SPC IN E     - 2,140,246.78    120,718.51   sFT  1.00001581   -0 29 42.0
 ME2302;SPC IN W     -   652,288.019   955,763.498   MT  1.00000492   +0 26 12.2
 ME2302;SPC IN W     - 2,140,048.28  3,135,700.74   sFT  1.00000492   +0 26 12.2
 ME2302;UTM  16      - 4,552,431.874   548,747.442   MT  0.99962925   +0 22 54.9
 ME2302
 ME2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2302!SPC IN E     -   0.99996913  x   1.00001581  =   0.99998494
 ME2302!SPC IN W     -   0.99996913  x   1.00000492  =   0.99997405
 ME2302!UTM  16      -   0.99996913  x   0.99962925  =   0.99959839
 ME2302
 ME2302:                Primary Azimuth Mark                     Grid Az
 ME2302:SPC IN E     -  PARK                                     168 29 37.3
 ME2302:SPC IN W     -  PARK                                     167 33 43.1
 ME2302:UTM  16      -  PARK                                     167 37 00.4
 ME2302
 ME2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4874752431(NAD 83)
 ME2302
 ME2302|---------------------------------------------------------------------|
 ME2302| PID    Reference Object                     Distance      Geod. Az  |
 ME2302|                                                           dddmmss.s |
 ME2302| ME2309 PERRY A                             219.029 METERS 00932     |
 ME2302| CM4364 PERRY RM                              7.770 METERS 08828     |
 ME2302| ME2306 PARK                                APPROX. 2.0 KM 1675955.3 |
 ME2302|---------------------------------------------------------------------|
 ME2302
 ME2302                          SUPERSEDED SURVEY CONTROL
 ME2302
 ME2302  NAD 83(1986)-  41 07 18.20408(N)    086 25 09.50969(W) AD(       ) 2
 ME2302  NAD 27      -  41 07 18.05660(N)    086 25 09.49190(W) AD(       ) 2
 ME2302  USSD        -  41 07 18.07500(N)    086 25 09.32000(W) AD(       ) 3
 ME2302  NGVD 29             230.50   (m)          756.2    (f) LEVELING    3  
 ME2302
 ME2302.Superseded values are not recommended for survey control.
 ME2302
 ME2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2302.See file dsdata.pdf to determine how the superseded data were derived.
 ME2302
 ME2302_MARKER: DS = TRIANGULATION STATION DISK
 ME2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2302_STAMPING: PERRY 1920
 ME2302_MARK LOGO: CGS
 ME2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2302+STABILITY: SURFACE MOTION
 ME2302
 ME2302  HISTORY     - Date     Condition        Report By
 ME2302  HISTORY     - 1920     MONUMENTED       CGS
 ME2302  HISTORY     - 1934     GOOD             INGS
 ME2302
 ME2302                          STATION DESCRIPTION
 ME2302
 ME2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2302'ABOUT 1-1/4 MILES S
 ME2302'OF DELONG, ON THE
 ME2302'W SIDE OF THE TRACK, 35 YARDS NW OF MILEPOST
 ME2302'T.H. 142, 21.15 METERS (69.39 FEET)
 ME2302'W OF THE W AND NEAREST RAIL.
 ME2302'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE
 ME2302'BRONZE TABLETS
 ME2302'SET IN CONCRETE.  THE
 ME2302'REFERENCE MARK
 ME2302'IS ON THE SAME SIDE OF THE TRACK NEAR THE FENCE
 ME2302'LINE, 7.77 METERS (25.49 FEET)
 ME2302'FROM THE STATION N 88 DEG 28 MIN E.
 ME2302
 ME2302                          STATION RECOVERY (1934)
 ME2302
 ME2302'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2302'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2349 ***********************************************************************
 LB2349  DESIGNATION -  PERRY
 LB2349  PID         -  LB2349
 LB2349  STATE/COUNTY-  IN/MIAMI
 LB2349  COUNTRY     -  US
 LB2349  USGS QUAD   -  DEEDSVILLE (2019)
 LB2349
 LB2349                         *CURRENT SURVEY CONTROL
 LB2349  ______________________________________________________________________
 LB2349* NAD 83(1997) POSITION- 40 54 32.58976(N) 086 07 13.33868(W)   ADJUSTED
 LB2349* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LB2349  ______________________________________________________________________
 LB2349  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 LB2349  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LB2349  HORZ ORDER      -  SECOND
 LB2349
 LB2349.The horizontal coordinates were established by classical geodetic methods
 LB2349.and adjusted by the National Geodetic Survey in May 1999.
 LB2349
 LB2349.The orthometric height was scaled from a topographic map.
 LB2349
 LB2349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2349.GEOID18 height accuracy estimate available here.
 LB2349
 LB2349.Click photographs - Photos may exist for this station.
 LB2349
 LB2349.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2349
 LB2349. The following values were computed from the NAD 83(1997) position.
 LB2349
 LB2349;                    North         East     Units Scale Factor Converg.
 LB2349;SPC IN E     -   628,557.669    61,776.224   MT  0.99998464   -0 17 49.6
 LB2349;SPC IN E     - 2,062,192.95    202,677.49   sFT  0.99998464   -0 17 49.6
 LB2349;UTM  16      - 4,529,033.534   574,080.088   MT  0.99966754   +0 34 33.8
 LB2349
 LB2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2349!SPC IN E     -   0.99996472  x   0.99998464  =   0.99994936
 LB2349!UTM  16      -   0.99996472  x   0.99966754  =   0.99963227
 LB2349
 LB2349:                Primary Azimuth Mark                     Grid Az
 LB2349:SPC IN E     -  PERRY AZ MK                              279 08 19.4
 LB2349:UTM  16      -  PERRY AZ MK                              278 15 56.0
 LB2349
 LB2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7408029033(NAD 83)
 LB2349
 LB2349|---------------------------------------------------------------------|
 LB2349| PID    Reference Object                     Distance      Geod. Az  |
 LB2349|                                                           dddmmss.s |
 LB2349| CC9135 PERRY RM 1                           28.121 METERS 00613     |
 LB2349| CC9136 PERRY RM 2                           27.627 METERS 27555     |
 LB2349| CC9134 PERRY AZ MK                                        2785029.8 |
 LB2349|---------------------------------------------------------------------|
 LB2349
 LB2349                          SUPERSEDED SURVEY CONTROL
 LB2349
 LB2349  NAD 83(1986)-  40 54 32.59545(N)    086 07 13.34924(W) AD(       ) 2
 LB2349  NAD 27      -  40 54 32.43750(N)    086 07 13.36920(W) AD(       ) 2
 LB2349
 LB2349.Superseded values are not recommended for survey control.
 LB2349
 LB2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2349.See file dsdata.pdf to determine how the superseded data were derived.
 LB2349
 LB2349_MARKER: DS = TRIANGULATION STATION DISK
 LB2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2349_STAMPING: PERRY 1947
 LB2349_MARK LOGO: CGS
 LB2349_PROJECTION: FLUSH
 LB2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2349+STABILITY: SURFACE MOTION
 LB2349
 LB2349  HISTORY     - Date     Condition        Report By
 LB2349  HISTORY     - 1947     MONUMENTED       CGS
 LB2349
 LB2349                          STATION DESCRIPTION
 LB2349
 LB2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2349'STATION IS LOCATED ABOUT 12 MILES SOUTH OF ROCHESTER, ON PROPERTY
 LB2349'OWNED BY MR. ROSCOE BABER.  IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST
 LB2349'CORNER OF A BARN, 18 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 18
 LB2349'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2349'IS STAMPED PERRY 1947.
 LB2349'
 LB2349'REFERENCE MARK NO. 1 IS 92.26 FEET NORTH OF THE STATION.  IT IS 84
 LB2349'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 42 FEET
 LB2349'SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN, AND 3 FEET WEST OF A
 LB2349'NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2349'PERRY NO 1 1947.
 LB2349'
 LB2349'REFERENCE MARK NO. 2 IS 90.64 FEET WEST OF THE STATION.  IT IS 47
 LB2349'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.  THE MARK IS
 LB2349'FLUSH AND THE DISK IS STAMPED PERRY NO 2 1947.
 LB2349'
 LB2349'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 60 FEET NORTH OF
 LB2349'THE CENTER OF THE INTERSECTION OF A GRAVEL AND A MACADAM ROAD.  20
 LB2349'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 4 FEET NORTH OF A WHITE
 LB2349'WITNESS POST, AND 1 FOOT WEST OF A NORTH SOUTH FENCE LINE.  THE
 LB2349'MARK IS FLUSH AND THE DISK IS STAMPED PERRY 1947.
 LB2349'
 LB2349'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON
 LB2349'U. S. HIGHWAY 31 FOR 11.5 MILES TO A CROSSROAD, GRAVEL RIGHT AND
 LB2349'MACADAM LEFT, TURN LEFT ON MACADAM ROAD FOR 1.35 MILES TO A T-ROAD
 LB2349'LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE ON MACADAM ROAD FOR
 LB2349'0.4 MILE TO HOUSE ON THE RIGHT AND STATION BEHIND BARN AS DESCRIBED.
 LB2349'
 LB2349'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1657 ***********************************************************************
 MD1657  DESIGNATION -  PERRY
 MD1657  PID         -  MD1657
 MD1657  STATE/COUNTY-  IN/KOSCIUSKO
 MD1657  COUNTRY     -  US
 MD1657  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1657
 MD1657                         *CURRENT SURVEY CONTROL
 MD1657  ______________________________________________________________________
 MD1657* NAD 83(1997) POSITION- 41 04 22.05865(N) 085 48 44.15845(W)   ADJUSTED
 MD1657* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1657  ______________________________________________________________________
 MD1657  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 MD1657  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 MD1657  HORZ ORDER      -  FIRST
 MD1657
 MD1657.The horizontal coordinates were established by classical geodetic methods
 MD1657.and adjusted by the National Geodetic Survey in May 1999.
 MD1657
 MD1657.The orthometric height was scaled from a topographic map.
 MD1657
 MD1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1657.GEOID18 height accuracy estimate available here.
 MD1657
 MD1657.Click photographs - Photos may exist for this station.
 MD1657
 MD1657.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1657
 MD1657. The following values were computed from the NAD 83(1997) position.
 MD1657
 MD1657;                    North         East     Units Scale Factor Converg.
 MD1657;SPC IN E     -   646,652.259    87,763.847   MT  0.99996851   -0 05 44.4
 MD1657;SPC IN E     - 2,121,558.29    287,938.55   sFT  0.99996851   -0 05 44.4
 MD1657;UTM  16      - 4,547,517.502   599,781.239   MT  0.99972254   +0 46 49.5
 MD1657
 MD1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1657!SPC IN E     -   0.99996171  x   0.99996851  =   0.99993022
 MD1657!UTM  16      -   0.99996171  x   0.99972254  =   0.99968426
 MD1657
 MD1657:                Primary Azimuth Mark                     Grid Az
 MD1657:SPC IN E     -  PERRY AZ MK                              092 59 25.5
 MD1657:UTM  16      -  PERRY AZ MK                              092 06 51.6
 MD1657
 MD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9978147517(NAD 83)
 MD1657
 MD1657|---------------------------------------------------------------------|
 MD1657| PID    Reference Object                     Distance      Geod. Az  |
 MD1657|                                                           dddmmss.s |
 MD1657| DQ7086 PERRY AZ MK                                        0925341.1 |
 MD1657| DQ7085 PERRY RM 2                           34.577 METERS 09630     |
 MD1657| DQ7084 PERRY RM 1                           32.522 METERS 35214     |
 MD1657|---------------------------------------------------------------------|
 MD1657
 MD1657                          SUPERSEDED SURVEY CONTROL
 MD1657
 MD1657  NAD 83(1986)-  41 04 22.06259(N)    085 48 44.16939(W) AD(       ) 1
 MD1657  NAD 27      -  41 04 21.90360(N)    085 48 44.21270(W) AD(       ) 1
 MD1657
 MD1657.Superseded values are not recommended for survey control.
 MD1657
 MD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1657.See file dsdata.pdf to determine how the superseded data were derived.
 MD1657
 MD1657_MARKER: DS = TRIANGULATION STATION DISK
 MD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1657_STAMPING: PERRY 1947
 MD1657_MARK LOGO: CGS
 MD1657_PROJECTION: RECESSED 36 CENTIMETERS
 MD1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1657+STABILITY: SURFACE MOTION
 MD1657
 MD1657  HISTORY     - Date     Condition        Report By
 MD1657  HISTORY     - 1947     MONUMENTED       CGS
 MD1657
 MD1657                          STATION DESCRIPTION
 MD1657
 MD1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1657'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 14, 4.35 MILES
 MD1657'EAST OF THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN SILVER LAKE AND ON
 MD1657'LAND OWNED BY CALVIN PERRY.
 MD1657'
 MD1657'IT IS 88.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. PERRYS HOUSE,
 MD1657'32 FEET NORTH OF THE CENTER OF HIGHWAY 14, 18 FEET  NORTHEAST OF A
 MD1657'STEEL FENCE CORNER, 30 FEET EAST OF THE CENTER OF THE DRIVEWAY AND
 MD1657'11 FEET NORTH OF A WHITE WITNESS POST AND THE NORTH RIGHT-OF-WAY
 MD1657'FENCE LINE OF THE HIGHWAY.  THE MARK IS ABOUT 14 INCHES BELOW THE
 MD1657'SURFACE OF THE GROUND AND THE DISK IS STAMPED PERRY 1947.
 MD1657'
 MD1657'REFERENCE MARK NO. 1 IS 106.70 FEET SOUTH OF THE STATION.  IT IS 81
 MD1657'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 44 FEET EAST OF
 MD1657'THE NORTHEAST CORNER OF THE HOUSE AND 2 FEET SOUTH OF A CONCRETE
 MD1657'FENCE POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED PERRY NO 1
 MD1657'1947.
 MD1657'
 MD1657'REFERENCE MARK NO. 2 IS 113.44 FEET EAST OF THE STATION IN THE NORTH
 MD1657'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  THE MARK IS FLUSH AND THE
 MD1657'DISK IS STAMPED PERRY NO 2 1947.
 MD1657'
 MD1657'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1657'HIGHWAY 14.  IT IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6.5
 MD1657'FEET WEST OF A WHITE WITNESS POST, 3 FEET WEST OF A POWER POLE AND
 MD1657'1 FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1657'STAMPED PERRY 1947.
 MD1657'
 MD1657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN
 MD1657'SILVER LAKE, GO EAST ON HIGHWAY 14 FOR 4.35 MILES TO MR. PERRYS HOUSE
 MD1657'ON THE LEFT AND STATION AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR
 MD1657'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MD1657'
 MD1657'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1689 ***********************************************************************
 JA1689  DESIGNATION -  PERSISE
 JA1689  PID         -  JA1689
 JA1689  STATE/COUNTY-  IN/WASHINGTON
 JA1689  COUNTRY     -  US
 JA1689  USGS QUAD   -  SALEM (2019)
 JA1689
 JA1689                         *CURRENT SURVEY CONTROL
 JA1689  ______________________________________________________________________
 JA1689* NAD 83(1997) POSITION- 38 34 58.02026(N) 086 05 44.19203(W)   ADJUSTED
 JA1689* NAVD 88 ORTHO HEIGHT -   272.45  (+/-2cm)      893.9   (feet) VERTCON3
 JA1689  ______________________________________________________________________
 JA1689  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 JA1689  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 JA1689  HORZ ORDER      -  SECOND
 JA1689  VERT ORDER      -  THIRD ? (See Below)
 JA1689
 JA1689.The horizontal coordinates were established by classical geodetic methods
 JA1689.and adjusted by the National Geodetic Survey in May 1999.
 JA1689
 JA1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1689
 JA1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1689.GEOID18 height accuracy estimate available here.
 JA1689
 JA1689.The vertical order pertains to the NGVD 29 superseded value.
 JA1689
 JA1689.Click photographs - Photos may exist for this station.
 JA1689
 JA1689.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1689
 JA1689. The following values were computed from the NAD 83(1997) position.
 JA1689
 JA1689;                    North         East     Units Scale Factor Converg.
 JA1689;SPC IN E     -   370,269.242    62,626.216   MT  0.99998386   -0 16 03.0
 JA1689;SPC IN E     - 1,214,791.67    205,466.18   sFT  0.99998386   -0 16 03.0
 JA1689;UTM  16      - 4,270,866.998   578,771.372   MT  0.99967641   +0 33 50.6
 JA1689
 JA1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1689!SPC IN E     -   0.99996250  x   0.99998386  =   0.99994636
 JA1689!UTM  16      -   0.99996250  x   0.99967641  =   0.99963892
 JA1689
 JA1689:                Primary Azimuth Mark                     Grid Az
 JA1689:SPC IN E     -  SALEM WASHINGTON CO CTHSE CUP            350 08 35.1
 JA1689:UTM  16      -  SALEM WASHINGTON CO CTHSE CUP            349 18 41.5
 JA1689
 JA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7877170866(NAD 83)
 JA1689
 JA1689|---------------------------------------------------------------------|
 JA1689| PID    Reference Object                     Distance      Geod. Az  |
 JA1689|                                                           dddmmss.s |
 JA1689| CG9652 PERSISE RM 1                         36.116 METERS 09502     |
 JA1689| CG9653 PERSISE RM 2                         24.969 METERS 27504     |
 JA1689| CG9654 PERSISE RM 3                          9.349 METERS 28644     |
 JA1689| JA1687 SALEM WASHINGTON CO CTHSE CUP       APPROX. 2.6 KM 3495232.1 |
 JA1689| JA1682 SALEM GRADE SCHOOL CUPOLA           APPROX. 2.7 KM 3575318.3 |
 JA1689| JA1686 SALEM SMITH CABINET CO TANK         APPROX. 2.4 KM 3590459.5 |
 JA1689| JA1688 SALEM SMITH CABINET CO STACK        APPROX. 2.5 KM 3593829.6 |
 JA1689|---------------------------------------------------------------------|
 JA1689
 JA1689                          SUPERSEDED SURVEY CONTROL
 JA1689
 JA1689  NAD 83(1993)-  38 34 58.02317(N)    086 05 44.19307(W) AD(       ) 2
 JA1689  NAD 83(1986)-  38 34 58.02426(N)    086 05 44.19658(W) AD(       ) 2
 JA1689  NAD 27      -  38 34 57.81700(N)    086 05 44.27600(W) AD(       ) 2
 JA1689  NGVD 29             272.57   (m)          894.3    (f) LEVELING    3  
 JA1689
 JA1689.Superseded values are not recommended for survey control.
 JA1689
 JA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1689.See file dsdata.pdf to determine how the superseded data were derived.
 JA1689
 JA1689_MARKER: DS = TRIANGULATION STATION DISK
 JA1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1689_STAMPING: PERSISE 1946
 JA1689_MARK LOGO: CGS
 JA1689_PROJECTION: FLUSH
 JA1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1689+STABILITY: SURFACE MOTION
 JA1689
 JA1689  HISTORY     - Date     Condition        Report By
 JA1689  HISTORY     - 1946     MONUMENTED       CGS
 JA1689  HISTORY     - 1967     GOOD             CGS
 JA1689
 JA1689                          STATION DESCRIPTION
 JA1689
 JA1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1689'STATION IS ABOUT 1-1/2 MILES SOUTH OF SALEM, AND 0.1 MILE EAST OF
 JA1689'STATE HIGHWAY 135. IT IS 138 FEET NORTH OF THE NORTHWEST
 JA1689'CORNER OF THE HOUSE OF MR. LEE PERSISE, 20 FEET NORTH OF A POWERLINE
 JA1689'POLE NO. C 37-30-58 AND 10 FEET SOUTH OF A WOODED FENCE. THE MARK
 JA1689'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PERSISE 1946.
 JA1689'
 JA1689'REFERENCE MARK NO. 1 IS 118.50 FEET EAST OF THE STATION, 1 FOOT SOUTH
 JA1689'OF THE FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1689'DISK IS STAMPED PERSISE NO 1 1946.
 JA1689'
 JA1689'REFERENCE MARK NO. 2 IS 81.92 FEET WEST OF THE STATION 12 FEET NORTH
 JA1689'OF A DIRT ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 JA1689'WITH THE GROUND AND THE DISK IS STAMPED PERSISE NO 2 1946.
 JA1689'
 JA1689'STATION SALEM WAS USED FOR THE AZIMUTH MARK.
 JA1689'
 JA1689'TO REACH FROM THE SOUTH SIDE OF THE SQUARE IN SALEM, GO SOUTH ON
 JA1689'STATE HIGHWAY 135 FOR 1.6 MILES TO THE BASE OF A SMALL HILL
 JA1689'AND A LARGE WHITE HOUSE ON THE LEFT, TURN LEFT IN THE DRIVEWAY AND GO
 JA1689'0.1 MILE TO THE MARK IN THE NORTHWEST EDGE OF THE HOUSE
 JA1689'LAWN.
 JA1689'
 JA1689'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1689
 JA1689                          STATION RECOVERY (1967)
 JA1689
 JA1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1689'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 JA1689'GOOD CONDITION AT THIS TIME. REFERENCE MARK 2 COULD NOT BE FOUND
 JA1689'AND SHOULD BE CONSIDERED AS LOST. REFERENCE MARK 3 WAS ESTABLISHED
 JA1689'AT THIS TIME. THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 JA1689'DIRECTION WAS FOUND TO BE IN ERROR BY 1 MINUTE AND 45 SECONDS. THE
 JA1689'PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1689'
 JA1689'THE STATION MARK IS 10 FEET SOUTH OF A WIRE FENCE, 12 FEET NORTH OF A
 JA1689'12 INCH MAPLE TREE, 10 FT. SOUTH OF A CROSSTIE FENCE POST WITH A
 JA1689'WITNESS SIGN NAILED ON THE SOUTH SIDE. THE PROPERTY IS NOW OWNED BY
 JA1689'MR. JAMES L. MYERS.
 JA1689'
 JA1689'REFERENCE MARK 1 IS 21 FEET SOUTHWEST OF A FENCE CORNER AND 18 FEET
 JA1689'NORTHEAST OF A 20 INCH MAPLE TREE.
 JA1689'
 JA1689'REFERENCE MARK 3 IS 37 FEET NORTHWEST OF A POWER POLE, 27 FEET NORTH
 JA1689'OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT SOUTH OF THE
 JA1689'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PERSISE 1946 NO
 JA1689'3 1967.
 JA1689'
 JA1689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1-1/2 MILES SOUTH
 JA1689'OF SALEM.
 JA1689'
 JA1689'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0217 ***********************************************************************
 LB0217  DESIGNATION -  PERU
 LB0217  PID         -  LB0217
 LB0217  STATE/COUNTY-  IN/MIAMI
 LB0217  COUNTRY     -  US
 LB0217  USGS QUAD   -  PERU (2019)
 LB0217
 LB0217                         *CURRENT SURVEY CONTROL
 LB0217  ______________________________________________________________________
 LB0217* NAD 83(1986) POSITION- 40 45 19.     (N) 086 04 13.     (W)   SCALED
 LB0217* NAVD 88 ORTHO HEIGHT -   199.686 (meters)      655.14  (feet) ADJUSTED
 LB0217  ______________________________________________________________________
 LB0217  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LB0217  DYNAMIC HEIGHT  -        199.590 (meters)      654.82  (feet) COMP
 LB0217  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 LB0217
 LB0217  VERT ORDER      -  SECOND    CLASS 0
 LB0217
 LB0217.The horizontal coordinates were scaled from a map and have
 LB0217.an estimated accuracy of +/- 6 seconds.
 LB0217
 LB0217.The orthometric height was determined by differential leveling and
 LB0217.adjusted by the NATIONAL GEODETIC SURVEY
 LB0217.in June 1991.
 LB0217
 LB0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0217.GEOID18 height accuracy estimate available here.
 LB0217
 LB0217.Click photographs - Photos may exist for this station.
 LB0217
 LB0217.The dynamic height is computed by dividing the NAVD 88
 LB0217.geopotential number by the normal gravity value computed on the
 LB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0217.degrees latitude (g = 980.6199 gals.).
 LB0217
 LB0217.The modeled gravity was interpolated from observed gravity values.
 LB0217
 LB0217;                    North         East    Units  Estimated Accuracy
 LB0217;SPC IN E     -   611,460.       65,920.      MT  (+/- 180 meters Scaled)
 LB0217
 LB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL784120(NAD 83)
 LB0217
 LB0217                          SUPERSEDED SURVEY CONTROL
 LB0217
 LB0217  NGVD 29 (??/??/92)  199.809  (m)          655.54   (f) ADJ UNCH    2 0
 LB0217
 LB0217.Superseded values are not recommended for survey control.
 LB0217
 LB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0217.See file dsdata.pdf to determine how the superseded data were derived.
 LB0217
 LB0217_MARKER: DB = BENCH MARK DISK
 LB0217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0217_SP_SET: PORCH
 LB0217_STAMPING: PERU 1934
 LB0217_MARK LOGO: CGS
 LB0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0217
 LB0217  HISTORY     - Date     Condition        Report By
 LB0217  HISTORY     - 1934     MONUMENTED       CGS
 LB0217  HISTORY     - 1946     GOOD             CGS
 LB0217  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0217  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0217
 LB0217                          STATION DESCRIPTION
 LB0217
 LB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0217'AT PERU.
 LB0217'AT PERU, MIAMI COUNTY, ON NORTH BROADWAY, AT THE POST OFFICE, IN
 LB0217'THE CONCRETE PORCH AT THE MAIN ENTRANCE, 19.5 FEET SOUTH OF THE
 LB0217'ENTRANCE, 3 FEET SOUTH OF THE SOUTH COLUMN, 6 INCHES WEST OF THE
 LB0217'IRON RAILING, AND IN THE FLOOR OF THE PORCH.  A STANDARD DISK,
 LB0217'STAMPED PERU 1934.
 LB0217
 LB0217                          STATION RECOVERY (1989)
 LB0217
 LB0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0217'MARK NOT FOUND.
 LB0217
 LB0217                          STATION RECOVERY (2005)
 LB0217
 LB0217'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0217'BUILDING APPARENTLY REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2672 ***********************************************************************
 LB2672  DESIGNATION -  PERU
 LB2672  PID         -  LB2672
 LB2672  STATE/COUNTY-  IN/MIAMI
 LB2672  COUNTRY     -  US
 LB2672  USGS QUAD   -  PERU (2019)
 LB2672
 LB2672                         *CURRENT SURVEY CONTROL
 LB2672  ______________________________________________________________________
 LB2672* NAD 83(1997) POSITION- 40 45 34.71281(N) 086 04 38.38252(W)   ADJUSTED
 LB2672* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2672  ______________________________________________________________________
 LB2672  GEOID HEIGHT    -        -34.222 (meters)                     GEOID18
 LB2672  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 LB2672  HORZ ORDER      -  SECOND
 LB2672
 LB2672.The horizontal coordinates were established by classical geodetic methods
 LB2672.and adjusted by the National Geodetic Survey in May 1999.
 LB2672
 LB2672.The orthometric height was scaled from a topographic map.
 LB2672
 LB2672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2672.GEOID18 height accuracy estimate available here.
 LB2672
 LB2672.Click photographs - Photos may exist for this station.
 LB2672
 LB2672.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2672
 LB2672. The following values were computed from the NAD 83(1997) position.
 LB2672
 LB2672;                    North         East     Units Scale Factor Converg.
 LB2672;SPC IN E     -   611,948.131    65,324.795   MT  0.99998146   -0 16 05.2
 LB2672;SPC IN E     - 2,007,699.83    214,319.76   sFT  0.99998146   -0 16 05.2
 LB2672;UTM  16      - 4,512,485.079   577,879.798   MT  0.99967465   +0 36 08.8
 LB2672
 LB2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2672!SPC IN E     -   0.99997213  x   0.99998146  =   0.99995359
 LB2672!UTM  16      -   0.99997213  x   0.99967465  =   0.99964679
 LB2672
 LB2672:                Primary Azimuth Mark                     Grid Az
 LB2672:SPC IN E     -  PERU ST CHARLES CATH CH SPIRE            143 01 57.8
 LB2672:UTM  16      -  PERU ST CHARLES CATH CH SPIRE            142 09 43.8
 LB2672
 LB2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7787912485(NAD 83)
 LB2672
 LB2672|---------------------------------------------------------------------|
 LB2672| PID    Reference Object                     Distance      Geod. Az  |
 LB2672|                                                           dddmmss.s |
 LB2672| CC9139 PERU RM 2                            21.137 METERS 07927     |
 LB2672| LB2356 PERU SQUARE D CO WATER TANK         APPROX. 0.9 KM 0842532.6 |
 LB2672| CC9137 PERU AZ MK                                         0844546.6 |
 LB2672| LB2357 PERU MUNICIPAL POWER PLANT STK      APPROX. 1.8 KM 1062858.7 |
 LB2672| LB2355 PERU ST CHARLES CATH CH SPIRE       APPROX. 0.8 KM 1424552.6 |
 LB2672| CC9138 PERU RM 1                            27.797 METERS 35954     |
 LB2672|---------------------------------------------------------------------|
 LB2672
 LB2672                          SUPERSEDED SURVEY CONTROL
 LB2672
 LB2672  NAD 83(1986)-  40 45 34.71698(N)    086 04 38.39436(W) AD(       ) 2
 LB2672  NAD 27      -  40 45 34.56730(N)    086 04 38.41390(W) AD(       ) 2
 LB2672
 LB2672.Superseded values are not recommended for survey control.
 LB2672
 LB2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2672.See file dsdata.pdf to determine how the superseded data were derived.
 LB2672
 LB2672_MARKER: DS = TRIANGULATION STATION DISK
 LB2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2672_STAMPING: PERU 1948
 LB2672_MARK LOGO: CGS
 LB2672_PROJECTION: FLUSH
 LB2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2672+STABILITY: SURFACE MOTION
 LB2672
 LB2672  HISTORY     - Date     Condition        Report By
 LB2672  HISTORY     - 1948     MONUMENTED       CGS
 LB2672  HISTORY     - 1952     GOOD             CGS
 LB2672  HISTORY     - 1961     GOOD             LOCENG
 LB2672  HISTORY     - 1989     GOOD             USPSQD
 LB2672
 LB2672                          STATION DESCRIPTION
 LB2672
 LB2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2672'THE STATION IS LOCATED IN THE NORTH SECTION OF PERU ON THE GROUNDS OF
 LB2672'THE RIDGE VIEW SCHOOL.  IT IS 91 FEET SOUTH OF THE SOUTHWEST CORNER
 LB2672'OF THE SCHOOL, 61 FEET NORTH OF THE CENTER OF LOGAN STREET AND 22
 LB2672'FEET WEST OF THE WEST EDGE OF A CONCRETE WALK.  THE MARK IS FLUSH
 LB2672'AND THE DISK IS STAMPED PERU 1948.
 LB2672'
 LB2672'REFERENCE MARK NO. 1 IS 94.48 FEET NORTH OF THE STATION.  THE DISK IS
 LB2672'SET FLUSH IN A DRILL HOLE IN THE EAST SIDE OF THE CONCRETE STEP AT
 LB2672'THE SOUTH ENTRANCE TO THE SCHOOL AND IS STAMPED PERU NO 1 1948.
 LB2672'
 LB2672'REFERENCE MARK NO. 2 IS 69.35 FEET EAST OF THE STATION.  IT IS 100
 LB2672'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 54 FEET NORTH OF
 LB2672'THE CENTER OF LOGAN STREET AND 41 FEET EAST OF THE EAST EDGE OF THE
 LB2672'WALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED PERU NO 2 1948.
 LB2672'
 LB2672'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION AT THE
 LB2672'SOUTHWEST CORNER OF THE INTERSECTION OF GRANT STREET AND WEST 13TH
 LB2672'STREET.  IT IS 26 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 LB2672'BUILDING, 23 FEET SOUTH OF THE CENTER OF GRANT STREET AND 22 FEET
 LB2672'WEST OF THE CENTER OF WEST 13TH STREET.  THE MARK PROJECTS 4
 LB2672'INCHES AND THE DISK IS STAMPED PERU 1948.
 LB2672'
 LB2672'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LB2672
 LB2672                          STATION RECOVERY (1952)
 LB2672
 LB2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2672'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LB2672'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 LB2672'FOUND TO BE CORRECT.  THE DIRECTION TO R. M. NO. 1 CHECKED.  THE
 LB2672'DIRECTION TO R. M. NO. 2 DID NOT CHECK.  THE AZIMUTH MARK WAS NOT
 LB2672'VISIBLE FROM THE GROUND DUE TO NEW CONSTRUCTION.  A NEW AZIMUTH
 LB2672'MARK WAS SET.  THE ORIGINAL AZIMUTH MARK WAS IN THE PATH OF ROAD
 LB2672'CONSTRUCTION AND WAS DESTROYED AT THE REQUEST OF THE CITY
 LB2672'ENGINEER.  THE OLD DESCRIPTION IS ADEQUATE WITH THE ADDITION OF THE
 LB2672'FOLLOWING DESCRIPTION TO THE NEW AZIMUTH MARK.
 LB2672'
 LB2672'AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 60 FEET SOUTH OF THE
 LB2672'CENTER OF WEST LOGAN STREET, 39 FEET SOUTHWEST OF THE NORTHWEST
 LB2672'CORNER OF A FRAME HOUSE AT NO. 21 WEST LOGAN STREET, 6 FEET WEST OF
 LB2672'THE CENTER OF A GRAVEL DRIVEWAY AND 2 FEET EAST OF A HEDGE.
 LB2672'THE MARK IS FLUSH AND THE DISK IS STAMPED PERU 1948 RESET 1952.
 LB2672
 LB2672                          STATION RECOVERY (1961)
 LB2672
 LB2672'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HBW)
 LB2672'ALL MARKS WERE FOUND UNDISTURBED.
 LB2672'
 LB2672'THE HEDGE 2 FEET WEST OF THE RESET 1952 AZIMUTH MARK HAS BEEN REMOVED
 LB2672'AND THE MARK COVERED BY ABOUT 3 INCHES OF SOIL.  THE MARK IS 40.2
 LB2672'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE AT 21 WEST
 LB2672'LOGAN ST., 39.1 FEET SOUTH OF A FIRE HYDRANT CENTER AND 60.5 FEET
 LB2672'SOUTH OF THE CENTER OF PAVEMENT OF WEST LOGAN STREET.
 LB2672
 LB2672                          STATION RECOVERY (1989)
 LB2672
 LB2672'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2357 ***********************************************************************
 LB2357  DESIGNATION -  PERU MUNICIPAL POWER PLANT STK
 LB2357  PID         -  LB2357
 LB2357  STATE/COUNTY-  IN/MIAMI
 LB2357  COUNTRY     -  US
 LB2357  USGS QUAD   -  PERU (2019)
 LB2357
 LB2357                         *CURRENT SURVEY CONTROL
 LB2357  ______________________________________________________________________
 LB2357* NAD 83(1997) POSITION- 40 45 18.60690(N) 086 03 26.82979(W)   ADJUSTED
 LB2357  ______________________________________________________________________
 LB2357  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 LB2357  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 LB2357  HORZ ORDER      -  THIRD
 LB2357
 LB2357.The horizontal coordinates were established by classical geodetic methods
 LB2357.and adjusted by the National Geodetic Survey in May 1999.
 LB2357
 LB2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2357.GEOID18 height accuracy estimate available here.
 LB2357
 LB2357.Click photographs - Photos may exist for this station.
 LB2357
 LB2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2357
 LB2357. The following values were computed from the NAD 83(1997) position.
 LB2357
 LB2357;                    North         East     Units Scale Factor Converg.
 LB2357;SPC IN E     -   611,443.663    67,000.843   MT  0.99998006   -0 15 18.4
 LB2357;SPC IN E     - 2,006,044.75    219,818.60   sFT  0.99998006   -0 15 18.4
 LB2357;UTM  16      - 4,512,006.279   579,562.805   MT  0.99967791   +0 36 55.3
 LB2357
 LB2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7956212006(NAD 83)
 LB2357
 LB2357                          SUPERSEDED SURVEY CONTROL
 LB2357
 LB2357  NAD 83(1986)-  40 45 18.61103(N)    086 03 26.84168(W) AD(       ) 3
 LB2357  NAD 27      -  40 45 18.46000(N)    086 03 26.85800(W) AD(       ) 3
 LB2357
 LB2357.Superseded values are not recommended for survey control.
 LB2357
 LB2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2357.See file dsdata.pdf to determine how the superseded data were derived.
 LB2357
 LB2357_MARKER: 63 = STACK
 LB2357
 LB2357  HISTORY     - Date     Condition        Report By
 LB2357  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2357  HISTORY     - 1961     GOOD             THOMAS
 LB2357  HISTORY     - 1989     GOOD             USPSQD
 LB2357
 LB2357                          STATION DESCRIPTION
 LB2357
 LB2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2357'THIS IS AN INTERSECTION STATION.
 LB2357'
 LB2357'STATION IS LOCATED IN THE SOUTHEAST SECTION OF PERU, IN THE SOUTHEAST
 LB2357'ANGLE OF EAST CANAL AND SOUTH WAYNE STREETS.  IT IS TALLEST (AND
 LB2357'EASTERLY) OF TWO STACKS AND IS CONSTRUCTED OF BROWN TILE AND ABOUT
 LB2357'200 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF
 LB2357'THE STACK.
 LB2357
 LB2357                          STATION RECOVERY (1961)
 LB2357
 LB2357'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LB2357'STACK RECOVERED AS DESCRIBED.
 LB2357'
 LB2357'BOILER AND STACK ARE USED ONLY FOR STAND BY.  A NEW, LOWER STEEL
 LB2357'STACK WAS CONSTRUCTED IN 1959.
 LB2357
 LB2357                          STATION RECOVERY (1989)
 LB2357
 LB2357'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0218 ***********************************************************************
 LB0218  DESIGNATION -  PERU RESET
 LB0218  PID         -  LB0218
 LB0218  STATE/COUNTY-  IN/MIAMI
 LB0218  COUNTRY     -  US
 LB0218  USGS QUAD   -  PERU (2019)
 LB0218
 LB0218                         *CURRENT SURVEY CONTROL
 LB0218  ______________________________________________________________________
 LB0218* NAD 83(1986) POSITION- 40 45 19.     (N) 086 04 13.     (W)   SCALED
 LB0218* NAVD 88 ORTHO HEIGHT -   198.12  (meters)      650.0   (feet) RESET
 LB0218  ______________________________________________________________________
 LB0218  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LB0218  VERT ORDER      -  THIRD
 LB0218
 LB0218.The horizontal coordinates were scaled from a map and have
 LB0218.an estimated accuracy of +/- 6 seconds.
 LB0218
 LB0218.The orthometric height was computed from unverified reset data.
 LB0218
 LB0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0218.GEOID18 height accuracy estimate available here.
 LB0218
 LB0218.Click photographs - Photos may exist for this station.
 LB0218
 LB0218;                    North         East    Units  Estimated Accuracy
 LB0218;SPC IN E     -   611,460.       65,920.      MT  (+/- 180 meters Scaled)
 LB0218
 LB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL784120(NAD 83)
 LB0218
 LB0218                          SUPERSEDED SURVEY CONTROL
 LB0218
 LB0218.No superseded survey control is available for this station.
 LB0218
 LB0218_MARKER: DB = BENCH MARK DISK
 LB0218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0218_SP_SET: SLAB
 LB0218_STAMPING: PERU RESET 1966
 LB0218_MARK LOGO: CGS
 LB0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0218
 LB0218  HISTORY     - Date     Condition        Report By
 LB0218  HISTORY     - 1966     MONUMENTED       CGS
 LB0218
 LB0218                          STATION DESCRIPTION
 LB0218
 LB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LB0218'AT PERU.
 LB0218'AT PERU, SET IN THE TOP OF THE CONCRETE SLAB NEAR THE NORTHWEST
 LB0218'CORNER OF LOT 263 OCCUPIED BY THE B.F. GOODRICH TIRE COMPANY
 LB0218'STORE, 8 FEET SOUTH 30 DEGREES EAST AND 2 FEET NORTH 60 DEGREES
 LB0218'FROM THE NORTHWEST CORNER OF THE LOT IN O.P. PERU.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2355 ***********************************************************************
 LB2355  DESIGNATION -  PERU ST CHARLES CATH CH SPIRE
 LB2355  PID         -  LB2355
 LB2355  STATE/COUNTY-  IN/MIAMI
 LB2355  COUNTRY     -  US
 LB2355  USGS QUAD   -  PERU (2019)
 LB2355
 LB2355                         *CURRENT SURVEY CONTROL
 LB2355  ______________________________________________________________________
 LB2355* NAD 83(1997) POSITION- 40 45 14.05672(N) 086 04 17.73874(W)   ADJUSTED
 LB2355  ______________________________________________________________________
 LB2355  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 LB2355  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 LB2355  HORZ ORDER      -  THIRD
 LB2355
 LB2355.The horizontal coordinates were established by classical geodetic methods
 LB2355.and adjusted by the National Geodetic Survey in May 1999.
 LB2355
 LB2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2355.GEOID18 height accuracy estimate available here.
 LB2355
 LB2355.Click photographs - Photos may exist for this station.
 LB2355
 LB2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2355
 LB2355. The following values were computed from the NAD 83(1997) position.
 LB2355
 LB2355;                    North         East     Units Scale Factor Converg.
 LB2355;SPC IN E     -   611,308.721    65,806.052   MT  0.99998105   -0 15 51.6
 LB2355;SPC IN E     - 2,005,602.03    215,898.69   sFT  0.99998105   -0 15 51.6
 LB2355;UTM  16      - 4,511,853.249   578,370.564   MT  0.99967560   +0 36 22.0
 LB2355
 LB2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7837011853(NAD 83)
 LB2355
 LB2355                          SUPERSEDED SURVEY CONTROL
 LB2355
 LB2355  NAD 83(1986)-  40 45 14.06092(N)    086 04 17.75059(W) AD(       ) 3
 LB2355  NAD 27      -  40 45 13.91100(N)    086 04 17.77300(W) AD(       ) 3
 LB2355
 LB2355.Superseded values are not recommended for survey control.
 LB2355
 LB2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2355.See file dsdata.pdf to determine how the superseded data were derived.
 LB2355
 LB2355_MARKER: 90 = CHURCH SPIRE
 LB2355
 LB2355  HISTORY     - Date     Condition        Report By
 LB2355  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2355  HISTORY     - 1961     GOOD             LOCENG
 LB2355  HISTORY     - 1989     GOOD             USPSQD
 LB2355
 LB2355                          STATION DESCRIPTION
 LB2355
 LB2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2355'THIS IS AN INTERSECTION STATION.
 LB2355'
 LB2355'STATION IS LOCATED IN DOWNTOWN PERU IN THE NORTHWEST ANGLE OF N.
 LB2355'MIAMI AND W. FIFTH STREETS.  IT IS A TALL SPIRE ON THE SOUTH SIDE OF
 LB2355'A CONCRETE BLOCK CHURCH BUILDING AND ABOUT 200 FEET HIGH.  THE
 LB2355'POINT OBSERVED ON WAS THE GOLD CROSS ON TOP OF THE SPIRE.
 LB2355
 LB2355                          STATION RECOVERY (1961)
 LB2355
 LB2355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 LB2355'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 LB2355'
 LB2355'THE LUTHERAN CHURCH ALSO HAS A SPIRE WITH GOLD CROSS ON TOP.  THESE
 LB2355'TWO SPIRES MIGHT BE CONFUSED UNDER SOME CONDITIONS.
 LB2355
 LB2355                          STATION RECOVERY (1989)
 LB2355
 LB2355'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1953 ***********************************************************************
 JA1953  DESIGNATION -  PETERS
 JA1953  PID         -  JA1953
 JA1953  STATE/COUNTY-  IN/KNOX
 JA1953  COUNTRY     -  US
 JA1953  USGS QUAD   -  FRITCHTON (2019)
 JA1953
 JA1953                         *CURRENT SURVEY CONTROL
 JA1953  ______________________________________________________________________
 JA1953* NAD 83(1997) POSITION- 38 40 43.42032(N) 087 28 15.16634(W)   ADJUSTED
 JA1953* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 JA1953  ______________________________________________________________________
 JA1953  GEOID HEIGHT    -        -31.851 (meters)                     GEOID18
 JA1953  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 JA1953  HORZ ORDER      -  SECOND
 JA1953
 JA1953.The horizontal coordinates were established by classical geodetic methods
 JA1953.and adjusted by the National Geodetic Survey in May 1999.
 JA1953
 JA1953.The orthometric height was scaled from a topographic map.
 JA1953
 JA1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1953.GEOID18 height accuracy estimate available here.
 JA1953
 JA1953.Click photographs - Photos may exist for this station.
 JA1953
 JA1953.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1953
 JA1953. The following values were computed from the NAD 83(1997) position.
 JA1953
 JA1953;                    North         East     Units Scale Factor Converg.
 JA1953;SPC IN W     -   380,903.559   866,278.044   MT  0.99998066   -0 14 31.9
 JA1953;SPC IN W     - 1,249,681.09  2,842,113.88   sFT  0.99998066   -0 14 31.9
 JA1953;UTM  16      - 4,281,230.837   459,041.866   MT  0.99962066   -0 17 39.4
 JA1953
 JA1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1953!SPC IN W     -   0.99997756  x   0.99998066  =   0.99995822
 JA1953!UTM  16      -   0.99997756  x   0.99962066  =   0.99959823
 JA1953
 JA1953:                Primary Azimuth Mark                     Grid Az
 JA1953:SPC IN W     -  VINCENNES ST VINCENT SCH TANK            207 42 51.3
 JA1953:UTM  16      -  VINCENNES ST VINCENT SCH TANK            207 45 58.8
 JA1953
 JA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5904181230(NAD 83)
 JA1953
 JA1953|---------------------------------------------------------------------|
 JA1953| PID    Reference Object                     Distance      Geod. Az  |
 JA1953|                                                           dddmmss.s |
 JA1953| JA0883 PETERS RM 1                          50.774 METERS 05906     |
 JA1953| CG9656 PETERS RM 2                          30.444 METERS 14710     |
 JA1953| JA1954 PETERS 2                             22.412 METERS 14710     |
 JA1953| JA1951 VINCENNES ST VINCENT SCH TANK       APPROX. 4.2 KM 2072819.4 |
 JA1953| CG9655 PETERS AZ MK                                       2092022.5 |
 JA1953|---------------------------------------------------------------------|
 JA1953
 JA1953                          SUPERSEDED SURVEY CONTROL
 JA1953
 JA1953  NAD 83(1986)-  38 40 43.42955(N)    087 28 15.16567(W) AD(       ) 2
 JA1953  NAD 27      -  38 40 43.26000(N)    087 28 15.08800(W) AD(       ) 2
 JA1953
 JA1953.Superseded values are not recommended for survey control.
 JA1953
 JA1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1953.See file dsdata.pdf to determine how the superseded data were derived.
 JA1953
 JA1953_MARKER: DS = TRIANGULATION STATION DISK
 JA1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1953_STAMPING: PETERS 1934
 JA1953_MARK LOGO: CGS
 JA1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1953+STABILITY: SURFACE MOTION
 JA1953
 JA1953  HISTORY     - Date     Condition        Report By
 JA1953  HISTORY     - 1934     MONUMENTED       CGS
 JA1953  HISTORY     - 1956     SEE DESCRIPTION  CGS
 JA1953
 JA1953                          STATION DESCRIPTION
 JA1953
 JA1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1953'ABOUT 1 MILE EAST OF VINCENNES AND 2 MILES WEST OF THE VILLAGE OF
 JA1953'FRITCHTON, ON THE HIGHEST POINT OF A BARE TOPPED HILL, ON THE PROPERTY
 JA1953'OF MR JESSE M PETERS.
 JA1953'
 JA1953'TO REACH FROM THE EAST CITY LIMITS OF VINCENNES, GO EAST ON U S
 JA1953'HIGHWAY 50 FOR 1.0 MILE AND TURN RIGHT (SOUTH) ON COUNTY ROAD JUST
 JA1953'AFTER PASSING A STANDARD SERVICE STATION (THIS POINT IS 3.0 MILES
 JA1953'ALONG U S HIGHWAY 50 WEST OF FRITCHTON), GO 50 YARDS AND TAKE LEFT
 JA1953'FORK, FOLLOW 0.7 MILE AND TURN LEFT INTO THE YARD OF FANNY TAYLOR,
 JA1953'PROCEED THROUGH BARNYARD 0.2 MILE TO THE TOP OF HILL AND STATION.
 JA1953'
 JA1953'THE STATION IS LOCATED ON FENCE LINE AT NORTH EDGE OF CATTLE LANE AND
 JA1953'EDGE OF CULTIVATED FIELD, 68 FEET EAST OF 9-INCH MULBERRY, AND 12 FEET
 JA1953'NORTHWEST OF THE CENTER OF LANE.
 JA1953'
 JA1953'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1953'DISKS SET IN CONCRETE.
 JA1953'
 JA1953'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF STATION ON FENCE LINE AT
 JA1953'SOUTH EDGE OF CATTLE LANE, 13 FEET SOUTH OF CENTER LINE.
 JA1953'
 JA1953'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF STATION ON DOWNWARD SLOPE OF
 JA1953'HILL, 22 FEET EAST OF WIRE FENCE.
 JA1953'
 JA1953'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF STATION ON FENCE
 JA1953'LINE, ABOUT 100 FEET SOUTH OF WHITE CATTLE BARN, 5 FEET WEST OF
 JA1953'BARNYARD GATE, NEAR A TOBACCO BARN.
 JA1953'
 JA1953'A 90-FOOT TOWER CLEARS ALL LINES.
 JA1953'
 JA1953'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1953
 JA1953                          STATION RECOVERY (1956)
 JA1953
 JA1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JA1953'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1953'CONDITION EXCEPT THE SURFACE STATION MARK AND THE AZIMUTH MARK.  THE
 JA1953'AZIMUTH MARK HAD BEEN DESTROYED BY THE FARMER ON WHOSE PROPERTY IT WAS
 JA1953'LOCATED.  THE GROUND ALONG ONE SIDE OF THE SURFACE STATION MARK HAD
 JA1953'BEEN CUT AWAY IN THE CONSTRUCTION OF A NEW HOUSE AND RECENT RAINS
 JA1953'CAUSED IT TO TOPPLE OVER ON ITS SIDE.  THE UNDERGROUND MARK WAS IN
 JA1953'PLACE AND WAS USED IN ESTABLISHING A NEW STATION, PETERS 2 WHICH WAS
 JA1953'LOCATED ON LINE TO REFERENCE MARK NO 2 SINCE THE AZIMUTH MARK WAS
 JA1953'DESTROYED, THE ST VINCENTS ORPHANS WATER TANK LOCATED ABOUT 2 MILES
 JA1953'SOUTH-SOUTHWEST OF THE STATION WAS USED AS AN INITIAL IN TURNING
 JA1953'ANGLES.  IT WAS THE ONLY OBJECT VISIBLE FROM THE GROUND AT THIS
 JA1953'STATION.  THE UNDERGROUND MARK WAS LEFT IN PLACE AND SHOULD BE ABOUT 6
 JA1953'INCHES BELOW THE SURFACE OF THE GROUND WHEN THE LANDSCAPING IS
 JA1953'FINISHED.  IT IS 30.5 FEET EAST OF THE SOUTHWEST CORNER OF NEW STONE
 JA1953'HOUSE AND 3.5 FEET SOUTH OF THE SOUTH WALL OF HOUSE AT A PICTURE
 JA1953'WINDOW.  FOR DETAILS, SEE DESCRIPTION OF TRIANGULATION STATION PETERS
 JA1953'2 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1954 ***********************************************************************
 JA1954  DESIGNATION -  PETERS 2
 JA1954  PID         -  JA1954
 JA1954  STATE/COUNTY-  IN/KNOX
 JA1954  COUNTRY     -  US
 JA1954  USGS QUAD   -  FRITCHTON (2019)
 JA1954
 JA1954                         *CURRENT SURVEY CONTROL
 JA1954  ______________________________________________________________________
 JA1954* NAD 83(1997) POSITION- 38 40 42.80956(N) 087 28 14.66368(W)   NO CHECK
 JA1954* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 JA1954  ______________________________________________________________________
 JA1954  GEOID HEIGHT    -        -31.851 (meters)                     GEOID18
 JA1954  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JA1954  HORZ ORDER      -  THIRD
 JA1954
 JA1954.The horizontal coordinates were established by classical geodetic methods
 JA1954.and adjusted by the National Geodetic Survey in May 1999.
 JA1954
 JA1954.No horizontal observational check was made to the station.
 JA1954
 JA1954.The orthometric height was scaled from a topographic map.
 JA1954
 JA1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1954.GEOID18 height accuracy estimate available here.
 JA1954
 JA1954.Click photographs - Photos may exist for this station.
 JA1954
 JA1954.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1954
 JA1954. The following values were computed from the NAD 83(1997) position.
 JA1954
 JA1954;                    North         East     Units Scale Factor Converg.
 JA1954;SPC IN W     -   380,884.675   866,290.114   MT  0.99998065   -0 14 31.6
 JA1954;SPC IN W     - 1,249,619.14  2,842,153.48   sFT  0.99998065   -0 14 31.6
 JA1954;UTM  16      - 4,281,211.948   459,053.914   MT  0.99962065   -0 17 39.1
 JA1954
 JA1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1954!SPC IN W     -   0.99997756  x   0.99998065  =   0.99995821
 JA1954!UTM  16      -   0.99997756  x   0.99962065  =   0.99959822
 JA1954
 JA1954:                Primary Azimuth Mark                     Grid Az
 JA1954:SPC IN W     -  VINCENNES ST VINCENT SCH TANK            207 58 59.4
 JA1954:UTM  16      -  VINCENNES ST VINCENT SCH TANK            208 02 06.9
 JA1954
 JA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5905381211(NAD 83)
 JA1954
 JA1954|---------------------------------------------------------------------|
 JA1954| PID    Reference Object                     Distance      Geod. Az  |
 JA1954|                                                           dddmmss.s |
 JA1954| JA0883 PETERS RM 1                          54.718 METERS 03455     |
 JA1954| CG9656 PETERS RM 2                           8.031 METERS 14710     |
 JA1954| JA1951 VINCENNES ST VINCENT SCH TANK       APPROX. 4.1 KM 2074427.8 |
 JA1954| JA1953 PETERS                               22.412 METERS 32710     |
 JA1954|---------------------------------------------------------------------|
 JA1954
 JA1954                          SUPERSEDED SURVEY CONTROL
 JA1954
 JA1954  NAD 83(1986)-  38 40 42.81880(N)    087 28 14.66301(W) AD(       ) 3
 JA1954  NAD 27      -  38 40 42.64900(N)    087 28 14.58600(W) AD(       ) 3
 JA1954
 JA1954.Superseded values are not recommended for survey control.
 JA1954
 JA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1954.See file dsdata.pdf to determine how the superseded data were derived.
 JA1954
 JA1954_MARKER: DS = TRIANGULATION STATION DISK
 JA1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1954_STAMPING: PETERS 2 1956
 JA1954_MARK LOGO: CGS
 JA1954_PROJECTION: RECESSED 15 CENTIMETERS
 JA1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1954+STABILITY: SURFACE MOTION
 JA1954
 JA1954  HISTORY     - Date     Condition        Report By
 JA1954  HISTORY     - 1956     MONUMENTED       CGS
 JA1954  HISTORY     - 1958     GOOD             USGS
 JA1954  HISTORY     - 1962     MARK NOT FOUND   USGS
 JA1954
 JA1954                          STATION DESCRIPTION
 JA1954
 JA1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JA1954'STATION IS LOCATED ABOUT 2 MILES EAST OF VINCENNES, 2 MILES WEST OF
 JA1954'THE SMALL VILLAGE OF FRITCHTON, AND 0.25 MILE SOUTH OF U S HIGHWAY 50
 JA1954'ON A ROUND TOPPED HILL WITH A NEW STONE AND BRICK HOUSE BELONGING TO
 JA1954'MR R D GREEN, 108 FEET SOUTH OF THE EAST CORNER OF A GARAGE ATTACHED
 JA1954'TO THE HOUSE, 81 FEET EAST OF THE SOUTH CORNER OF THE HOUSE, AND 77
 JA1954'FEET SOUTHEAST OF THE SOUTHEAST OR REAR SIDE OF THE HOUSE.  THE MARK
 JA1954'IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JA1954'PETERS 2 1956.
 JA1954'
 JA1954'REFERENCE MARK NO 1 IS 92 FEET NORTHEAST OF THE EAST CORNER OF
 JA1954'ATTACHED GARAGE AND 5 FEET SOUTHWEST OF A 10-INCH OAK TREE.  THE MARK
 JA1954'PROJECTS 10 INCHES AND THE DISK IS STAMPED PETERS NO 1 1934.
 JA1954'
 JA1954'REFERENCE MARK NO 2 IS 103 FEET SOUTHEAST OF THE SOUTHEAST OR REAR
 JA1954'SIDE OF STONE AND BRICK HOUSE.  THE MARK PROJECTS 6 INCHES AND THE
 JA1954'DISK IS STAMPED PETERS NO 2 1934.
 JA1954'
 JA1954'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION BECAUSE THE OLD
 JA1954'AZIMUTH MARK FOR PETERS 1934 HAD BEEN DESTROYED.
 JA1954'
 JA1954'TO REACH THE STATION FROM THE EAST CITY LIMITS OF VINCENNES, GO EAST
 JA1954'ON U S HIGHWAY 50 FOR 1.0 MILE TO A GRAVEL ROAD RIGHT AND A STANDARD
 JA1954'SERVICE STATION ON THE RIGHT.  CONTINUE EAST ON U S HIGHWAY 50 FOR 0.6
 JA1954'MILE TO A TRACK ROAD.  TURN RIGHT AND GO SOUTH FOR 50 YARDS TO A
 JA1954'CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND TURN LEFT AND GO EAST
 JA1954'UPHILL FOR 0.25 MILE TO A STONE AND BRICK HOUSE AND THE STATION AS
 JA1954'DESCRIBED.
 JA1954
 JA1954                          STATION RECOVERY (1958)
 JA1954
 JA1954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JA1954'STATION WAS FOUND TO BE IN GOOD CONDITION.
 JA1954
 JA1954                          STATION RECOVERY (1962)
 JA1954
 JA1954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JA1954'STATION MARK AND RM 2 WERE NOT RECOVERED.  GARDENER OF MR. GREEN
 JA1954'(OWNER OF PROPERTY) STATED THAT HE REMOVED THE TWO CONCRETE BLOCKS
 JA1954'STICKING UP IN THE YARD, AT HIS EMPLOYERS REQUEST.  SEVERAL FEET WERE
 JA1954'PROBED TO CONFIRM THIS.  IT IS FELT THAT THE UNDERGROUND MARK IS STILL
 JA1954'IN PLACE AND COULD BE RECOVERED FROM THE REFERENCES IN THE
 JA1954'DESCRIPTION.  HOWEVER THE OWNER SEEMED RELUCTANT TO HAVE HIS BACK YARD
 JA1954'DUG UP BY THIS PERSON.
 JA1954'
 JA1954'RM 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0883 ***********************************************************************
 JA0883  DESIGNATION -  PETERS RM 1
 JA0883  PID         -  JA0883
 JA0883  STATE/COUNTY-  IN/KNOX
 JA0883  COUNTRY     -  US
 JA0883  USGS QUAD   -  FRITCHTON (2019)
 JA0883
 JA0883                         *CURRENT SURVEY CONTROL
 JA0883  ______________________________________________________________________
 JA0883* NAD 83(1986) POSITION- 38 40 44.26   (N) 087 28 13.37   (W)   HD_HELD1
 JA0883* NAVD 88 ORTHO HEIGHT -   172.069 (meters)      564.53  (feet) ADJUSTED
 JA0883  ______________________________________________________________________
 JA0883  GEOID HEIGHT    -        -31.852 (meters)                     GEOID18
 JA0883  DYNAMIC HEIGHT  -        171.963 (meters)      564.18  (feet) COMP
 JA0883  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JA0883
 JA0883  VERT ORDER      -  FIRST     CLASS II
 JA0883
 JA0883.The horizontal coordinates were determined by differentially corrected
 JA0883.hand held GPS observations or other comparable positioning techniques
 JA0883.and have an estimated accuracy of +/- 3 meters.
 JA0883
 JA0883.The orthometric height was determined by differential leveling and
 JA0883.adjusted by the NATIONAL GEODETIC SURVEY
 JA0883.in June 1991.
 JA0883
 JA0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0883.GEOID18 height accuracy estimate available here.
 JA0883
 JA0883.Click photographs - Photos may exist for this station.
 JA0883
 JA0883.The dynamic height is computed by dividing the NAVD 88
 JA0883.geopotential number by the normal gravity value computed on the
 JA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0883.degrees latitude (g = 980.6199 gals.).
 JA0883
 JA0883.The modeled gravity was interpolated from observed gravity values.
 JA0883
 JA0883;                    North         East    Units  Estimated Accuracy
 JA0883;SPC IN W     -   380,929.3     866,321.6     MT  (+/- 3 meters HH1 GPS) 
 JA0883
 JA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5908581256(NAD 83)
 JA0883
 JA0883                          SUPERSEDED SURVEY CONTROL
 JA0883
 JA0883  NGVD 29 (??/??/92)  172.194  (m)          564.94   (f) ADJ UNCH    1 2
 JA0883
 JA0883.Superseded values are not recommended for survey control.
 JA0883
 JA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0883.See file dsdata.pdf to determine how the superseded data were derived.
 JA0883
 JA0883_MARKER: DR = REFERENCE MARK DISK
 JA0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0883_STAMPING: PETERS NO 1 1934
 JA0883_MARK LOGO: CGS
 JA0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0883+STABILITY: SURFACE MOTION
 JA0883
 JA0883  HISTORY     - Date     Condition        Report By
 JA0883  HISTORY     - 1934     MONUMENTED       CGS
 JA0883  HISTORY     - 1965     GOOD             CGS
 JA0883  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0883
 JA0883                          STATION DESCRIPTION
 JA0883
 JA0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0883'2.9 MI E FROM VINCENNES.
 JA0883'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0883'THE STATION AT VINCENNES, THENCE 0.3 MILE SOUTHEAST ALONG A
 JA0883'PRIVATE ROAD TO A LARGE STONE FARMHOUSE OWNED BY MR. R.D. GREEN,
 JA0883'90 FEET NORTHEAST OF THE EAST CORNER OF A STONE GARAGE WHICH IS
 JA0883'ATTACHED TO THE FARMHOUSE, 64 FEET NORTHEAST OF THE CENTER LINE
 JA0883'OF A DRIVEWAY, 35 1/2 FEET NORTHEAST OF A BOARD FENCE, 5 1/2
 JA0883'FEET SOUTHWEST OF A 22-INCH ELM TREE, ABOUT 4 FEET BELOW THE
 JA0883'LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0883'PROJECTING 18 INCHES.
 JA0883
 JA0883                          STATION RECOVERY (1986)
 JA0883
 JA0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9009 ***********************************************************************
 DG9009  CBN         -  This is a Cooperative Base Network Control Station.
 DG9009  DESIGNATION -  PETERSBURG
 DG9009  PID         -  DG9009
 DG9009  STATE/COUNTY-  IN/PIKE
 DG9009  COUNTRY     -  US
 DG9009  USGS QUAD   -  PETERSBURG (2019)
 DG9009
 DG9009                         *CURRENT SURVEY CONTROL
 DG9009  ______________________________________________________________________
 DG9009* NAD 83(2011) POSITION- 38 29 15.88902(N) 087 17 07.99653(W)   ADJUSTED
 DG9009* NAD 83(2011) ELLIP HT-    99.410 (meters)        (06/27/12)   ADJUSTED
 DG9009* NAD 83(2011) EPOCH   -  2010.00
 DG9009* NAVD 88 ORTHO HEIGHT -   131.4   (meters)      431.    (feet) GPS OBS
 DG9009  ______________________________________________________________________
 DG9009  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9009  GEOID HEIGHT    -        -31.966 (meters)                     GEOID03
 DG9009  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 DG9009  NAD 83(2011) X  -    236,743.792 (meters)                     COMP
 DG9009  NAD 83(2011) Y  - -4,993,384.719 (meters)                     COMP
 DG9009  NAD 83(2011) Z  -  3,948,026.699 (meters)                     COMP
 DG9009  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 DG9009
 DG9009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9009  Standards:
 DG9009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9009  -------------------------------------------------------------------
 DG9009  NETWORK    1.10   2.16           0.50   0.38   1.10     -0.03246971
 DG9009  -------------------------------------------------------------------
 DG9009  Click here for local accuracies and other accuracy information.
 DG9009
 DG9009.The horizontal coordinates were established by GPS observations
 DG9009.and adjusted by the National Geodetic Survey in June 2012.
 DG9009
 DG9009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9009.been affixed to the stable North American tectonic plate. See 
 DG9009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9009
 DG9009.The horizontal coordinates are valid at the epoch date displayed above
 DG9009.which is a decimal equivalence of Year/Month/Day.
 DG9009
 DG9009.The orthometric height was determined by GPS observations and a
 DG9009.high-resolution geoid model.
 DG9009
 DG9009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9009.GEOID18 height accuracy estimate available here.
 DG9009
 DG9009.Click photographs - Photos may exist for this station.
 DG9009
 DG9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9009
 DG9009.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9009
 DG9009.The ellipsoidal height was determined by GPS observations
 DG9009.and is referenced to NAD 83.
 DG9009
 DG9009. The following values were computed from the NAD 83(2011) position.
 DG9009
 DG9009;                    North         East     Units Scale Factor Converg.
 DG9009;SPC IN W     -   359,652.045   882,357.272   MT  0.99997050   -0 07 33.1
 DG9009;SPC IN W     - 1,179,958.42  2,894,867.15   sFT  0.99997050   -0 07 33.1
 DG9009;UTM  16      - 4,259,972.433   475,096.006   MT  0.99960764   -0 10 39.8
 DG9009
 DG9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9009!SPC IN W     -   0.99998440  x   0.99997050  =   0.99995490
 DG9009!UTM  16      -   0.99998440  x   0.99960764  =   0.99959205
 DG9009
 DG9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7509659972(NAD 83)
 DG9009
 DG9009                          SUPERSEDED SURVEY CONTROL
 DG9009
 DG9009  NAD 83(2007)-  38 29 15.88909(N)    087 17 07.99736(W) AD(2002.00) 0
 DG9009  ELLIP H (02/10/07)   99.430  (m)                       GP(2002.00)    
 DG9009  NAD 83(1997)-  38 29 15.88903(N)    087 17 07.99738(W) AD(       ) A
 DG9009  ELLIP H (01/19/05)   99.436  (m)                       GP(       ) 4 1
 DG9009
 DG9009.Superseded values are not recommended for survey control.
 DG9009
 DG9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9009.See file dsdata.pdf to determine how the superseded data were derived.
 DG9009
 DG9009_MARKER: DB = BENCH MARK DISK
 DG9009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9009_MARK LOGO: INDOT
 DG9009_PROJECTION: FLUSH
 DG9009_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG9009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9009+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2008
 DG9009
 DG9009  HISTORY     - Date     Condition        Report By
 DG9009  HISTORY     - 20030708 MONUMENTED       INDOT
 DG9009  HISTORY     - 20080316 GOOD             INDIV
 DG9009
 DG9009                          STATION DESCRIPTION
 DG9009
 DG9009'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 DG9009'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, NEAR THE CENTER OF
 DG9009'SECTION 27, T 1 N, R 8  W OF THE 2ND PRINCIPAL MERIDIAN, 17.5 MI
 DG9009'SOUTHEAST OF VINCENNES, 16.9 MI NORTHEAST OF  PRINCETON, 13 MI
 DG9009'SOUTHWEST OF WASHINGTON AND IN THE SOUTHWEST AREA OF PETERSBURG.
 DG9009'OWNERSHIP--INDOT, 100 N. SENATE AVE., ROOM N642, INDIANAPOLIS, IN
 DG9009'46204-2249, CONTACT HENRY  ALDRIDGE AT PHONE 317-232-6764
 DG9009'
 DG9009'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 57 AND 61 AT
 DG9009'THE PIKE COUNTY  COURTHOUSE IN DOWNTOWN PETERSBURG, GO SOUTH ON ROAD
 DG9009'57 FOR 0.4 MI TO A RAILROAD  CROSSING AND A SIDE STREET RIGHT (OLD SR
 DG9009'56).  TURN RIGHT AND GO WEST FOR 80 FT TO THE  STATION ON THE LEFT IN
 DG9009'A TRIANGULAR AREA BETWEEN ROADS 56 AND 57 AND PRIDES CREEK.
 DG9009'
 DG9009'THE STATION IS AN INDIANA DEPARTMENT OF TRANSPORTATION BENCH MARK
 DG9009'TABLET SET IN TOP OF  AN 8 INCH DIAMETER BY 24 INCH DEEP POURED IN
 DG9009'PLACE CONCRETE POST SET IN PACKED  CRUSHED LIMESTONE WITH A 5/8 INCH
 DG9009'REBAR FOR MAGNETIC LOCATION OF THE MONUMENT.  AT THE  TIME OF THIS
 DG9009'SURVEY, THE DISK WAS NOT STAMPED BUT INDOT PLANS TO STAMP --PBRG-- ON
 DG9009'THE  DISK.  THE DISK HAS A RAISED CROSS IN THE CENTER OF THE DISK THAT
 DG9009'THE POINT OF THE FIXED  HEIGHT POLE COULD NOT SIT ON.  THE OBSERVER
 DG9009'SET THE POINT OF THE FIXED HEIGHT POLE IN THE  CORNER OF THE UPPER
 DG9009'LEFT QUADRANT IF READING THE INSCRIPTION ON DISK OR IN THE CORNER  OF
 DG9009'THE SOUTHEAST QUADRANT IF LOOKING ACROSS THE DISK TO THE NORTH.  IT IS
 DG9009'45.14 FT  WEST-SOUTHWEST OF A NAIL WITH INDOT SHINER IN THE WEST SIDE
 DG9009'OF A POWER POLE, 33.50 FT  NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 DG9009'OF ROAD 57 BRIDGE OVER PRIDES CREEK,  65.80 FT EAST FROM THE INSIDE
 DG9009'EDGE OF THE EAST END OF THE THROUGH GIRDER BEAM OF THE  OLD ROAD 56
 DG9009'BRIDGE OVER PRIDES CREEK AND 77.25 FT SOUTHEAST FROM A NAIL AND INDOT
 DG9009'SHINER IN THE SOUTH SIDE OF A POWER POLE.
 DG9009
 DG9009                          STATION RECOVERY (2008)
 DG9009
 DG9009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JDL)
 DG9009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2096 ***********************************************************************
 LA2096  DESIGNATION -  PETERSON
 LA2096  PID         -  LA2096
 LA2096  STATE/COUNTY-  IN/DELAWARE
 LA2096  COUNTRY     -  US
 LA2096  USGS QUAD   -  EATON (2019)
 LA2096
 LA2096                         *CURRENT SURVEY CONTROL
 LA2096  ______________________________________________________________________
 LA2096* NAD 83(1997) POSITION- 40 18 34.24160(N) 085 19 27.34583(W)   ADJUSTED
 LA2096* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 LA2096  ______________________________________________________________________
 LA2096  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA2096  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 LA2096  HORZ ORDER      -  FIRST
 LA2096
 LA2096.The horizontal coordinates were established by classical geodetic methods
 LA2096.and adjusted by the National Geodetic Survey in May 1999.
 LA2096
 LA2096.The orthometric height was scaled from a topographic map.
 LA2096
 LA2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2096.GEOID18 height accuracy estimate available here.
 LA2096
 LA2096.Click photographs - Photos may exist for this station.
 LA2096
 LA2096.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2096
 LA2096. The following values were computed from the NAD 83(1997) position.
 LA2096
 LA2096;                    North         East     Units Scale Factor Converg.
 LA2096;SPC IN E     -   561,940.176   129,105.810   MT  0.99997709   +0 13 17.4
 LA2096;SPC IN E     - 1,843,632.06    423,574.64   sFT  0.99997709   +0 13 17.4
 LA2096;UTM  16      - 4,463,458.201   642,395.868   MT  0.99984960   +1 05 03.3
 LA2096
 LA2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2096!SPC IN E     -   0.99995891  x   0.99997709  =   0.99993600
 LA2096!UTM  16      -   0.99995891  x   0.99984960  =   0.99980852
 LA2096
 LA2096:                Primary Azimuth Mark                     Grid Az
 LA2096:SPC IN E     -  PETERSON AZ MK                           236 38 17.9
 LA2096:UTM  16      -  PETERSON AZ MK                           235 46 32.0
 LA2096
 LA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4239563458(NAD 83)
 LA2096
 LA2096|---------------------------------------------------------------------|
 LA2096| PID    Reference Object                     Distance      Geod. Az  |
 LA2096|                                                           dddmmss.s |
 LA2096| CC9141 PETERSON RM 1                        34.420 METERS 00953     |
 LA2096| LA2069 DUNKIRK MUNICIPAL TANK              APPROX.12.3 KM 0514118.1 |
 LA2096| LA2060 DUNKIRK HART GLASS CO TANK          APPROX.12.6 KM 0563116.9 |
 LA2096| LA2058 DUNKIRK HART GLASS CO STACK         APPROX.12.6 KM 0563837.2 |
 LA2096| LA2061 REDKEY MUNICIPAL TANK               APPROX.15.3 KM 0725358.5 |
 LA2096| LA2059 ALBANY UNUSED PAPER MILL TANK       APPROX. 6.8 KM 1021358.7 |
 LA2096| LA2071 FARMLAND MUNICIPAL TANK             APPROX.21.7 KM 1283037.8 |
 LA2096| LA2073 MUNCIE IND STEEL AND WIRE STK       APPROX.13.3 KM 1940058.4 |
 LA2096| LA2075 MUNCIE BALL BROS PLANT STACK        APPROX.14.8 KM 1950435.7 |
 LA2096| LA2089 MUNCIE TV STATION WLBC MAST         APPROX.17.2 KM 1953516.3 |
 LA2096| LA2086 MUNCIE ST LAWRENCE CATH CHURCH      APPROX.13.9 KM 1985733.4 |
 LA2096| LA2084 MUNCIE DELAWARE CO CTHSE SPIRE      APPROX.13.9 KM 2023936.5 |
 LA2096| LA2085 MUNCIE MUN POWER PLANT STACK        APPROX.13.7 KM 2025253.1 |
 LA2096| CC9140 PETERSON AZ MK                                     2365135.3 |
 LA2096| CC9142 PETERSON RM 2                        37.168 METERS 26226     |
 LA2096| LA2097 EATON MUNICIPAL TANK                APPROX. 4.5 KM 3242720.5 |
 LA2096| LA2095 HARTFORD CITY AMER WINDOW STK       APPROX.14.6 KM 3463502.7 |
 LA2096| LA2093 HARTFORD CITY CO CTHSE STEEPLE      APPROX.16.2 KM 3464515.3 |
 LA2096|---------------------------------------------------------------------|
 LA2096
 LA2096                          SUPERSEDED SURVEY CONTROL
 LA2096
 LA2096  NAD 83(1995)-  40 18 34.24354(N)    085 19 27.35426(W) AD(       ) 1
 LA2096  NAD 83(1986)-  40 18 34.24371(N)    085 19 27.35843(W) AD(       ) 1
 LA2096  NAD 27      -  40 18 34.09600(N)    085 19 27.46200(W) AD(       ) 1
 LA2096
 LA2096.Superseded values are not recommended for survey control.
 LA2096
 LA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2096.See file dsdata.pdf to determine how the superseded data were derived.
 LA2096
 LA2096_MARKER: DS = TRIANGULATION STATION DISK
 LA2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2096_STAMPING: PETERSON 1934
 LA2096_MARK LOGO: CGS
 LA2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2096+STABILITY: SURFACE MOTION
 LA2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2096+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 LA2096
 LA2096  HISTORY     - Date     Condition        Report By
 LA2096  HISTORY     - 1934     MONUMENTED       CGS
 LA2096  HISTORY     - 1939     GOOD             CGS
 LA2096  HISTORY     - 1948     GOOD             CGS
 LA2096  HISTORY     - 1955     GOOD             CGS
 LA2096  HISTORY     - 20050104 GOOD             SEC
 LA2096
 LA2096                          STATION DESCRIPTION
 LA2096
 LA2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2096'ABOUT 11 MILES NORTHEAST OF MUNCIE, 2.2 MILES SOUTHEAST OF SHIDELER
 LA2096'RAILROAD STATION, ON THE HIGHEST POINT OF A GRAVEL HILL, ON LAND OWNED
 LA2096'BY MR. PETERSEN.
 LA2096'
 LA2096'THE STATION MARK IS ABOUT 300 YARDS NORTHEAST OF GRAVEL PIT, 16 FEET
 LA2096'NORTH OF FENCE LINE BETWEEN THE PETERSEN LAND AND LAND TO THE SOUTH,
 LA2096'AND 110 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED MAPLE, ON THE
 LA2096'SOUTH EDGE OF WOOD LOT, AND PROJECTS 12 INCHES ABOVE GROUND.
 LA2096'
 LA2096'TO REACH FROM MUNCIE, GO NORTH FROM COURTHOUSE ON STATE HIGHWAY 3 FOR
 LA2096'8.3 MILES TO CROSSROADS, TURN RIGHT (EAST) AND GO 0.5 MILE TO SHIDELER
 LA2096'RAILROAD STATION, THENCE CONTINUE EAST FOR 1.6 MILES TO CROSSROADS,
 LA2096'TURN LEFT (NORTH) AND GO 0.5 MILE TO THE PETERSEN HOUSE ON THE LEFT,
 LA2096'TURN RIGHT (EAST) ON GRAVEL ROAD LEADING TO GRAVEL PIT AND GO 0.3 MILE
 LA2096'TO PIT, AND BEARING TO THE WEST AROUND PIT, GO SOUTH TO GATE LEADING
 LA2096'TO WOODED HILL, THEN SOUTHEAST ABOUT 0.2 MILE TO THE STATION ON THE
 LA2096'HIGHEST POINT OF HILL (RIDGE)
 LA2096'
 LA2096'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2096'DISKS SET IN CONCRETE.
 LA2096'
 LA2096'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 72 FEET EAST
 LA2096'OF THE TRIANGULAR BLAZED MAPLE ON THE EAST SIDE OF THE RIDGE, AND
 LA2096'PROJECTS 5 INCHES ABOVE GROUND.
 LA2096'
 LA2096'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT NORTH OF FENCE
 LA2096'LINE, 13 FEET SOUTHEAST OF LARGE ELM, AND PROJECTS 8 INCHES ABOVE
 LA2096'GROUND.
 LA2096'
 LA2096'DISTANCE BETWEEN REFERENCE MARKS IS 189.5 FEET.
 LA2096'
 LA2096'AZIMUTH MARK IS SOUTHWEST OF THE STATION, AT THE INTERSECTION OF TWO
 LA2096'GRAVEL ROADS 0.5 MILE SOUTH OF THE PETERSEN HOUSE, 20 FEET NORTH OF
 LA2096'ROAD, 14 FEET EAST OF ROAD, 2.5 FEET WEST OF FENCE LINE, AND PROJECTS
 LA2096'12 INCHES ABOVE GROUND.
 LA2096
 LA2096                          STATION RECOVERY (1939)
 LA2096
 LA2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2096'STATION WAS RECOVERED AS DESCRIBED BY G.L.A. AND MARKS WERE FOUND IN
 LA2096'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED SO NO CHECK WAS OBTAINED
 LA2096'ON THE DISTANCES AND DIRECTIONS TO THE MARKS.
 LA2096
 LA2096                          STATION RECOVERY (1948)
 LA2096
 LA2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2096'RECOVERED AS DESCRIBED.  LOCALITY- 11 MILES NE OF MUNCIE.
 LA2096
 LA2096                          STATION RECOVERY (1955)
 LA2096
 LA2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2096'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LA2096'ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2096'
 LA2096'HEIGHT OF LIGHT PLATE - 30 METERS.
 LA2096
 LA2096                          STATION RECOVERY (2005)
 LA2096
 LA2096'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2005 (CAC)
 LA2096'DESCRIPTION IS ADEQUATE. NOT SUITABLE FOR GPS OBSERVATION. LOCATED
 LA2096'INSIDE WOODED AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2349 ***********************************************************************
 HZ2349  DESIGNATION -  PHILA
 HZ2349  PID         -  HZ2349
 HZ2349  STATE/COUNTY-  IN/WASHINGTON
 HZ2349  COUNTRY     -  US
 HZ2349  USGS QUAD   -  LITTLE YORK (2019)
 HZ2349
 HZ2349                         *CURRENT SURVEY CONTROL
 HZ2349  ______________________________________________________________________
 HZ2349* NAD 83(1997) POSITION- 38 37 37.10768(N) 085 57 35.57425(W)   ADJUSTED
 HZ2349* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 HZ2349  ______________________________________________________________________
 HZ2349  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 HZ2349  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 HZ2349  HORZ ORDER      -  THIRD
 HZ2349
 HZ2349.The horizontal coordinates were established by classical geodetic methods
 HZ2349.and adjusted by the National Geodetic Survey in May 1999.
 HZ2349
 HZ2349.The orthometric height was scaled from a topographic map.
 HZ2349
 HZ2349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2349.GEOID18 height accuracy estimate available here.
 HZ2349
 HZ2349.Click photographs - Photos may exist for this station.
 HZ2349
 HZ2349.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2349
 HZ2349. The following values were computed from the NAD 83(1997) position.
 HZ2349
 HZ2349;                    North         East     Units Scale Factor Converg.
 HZ2349;SPC IN E     -   375,128.160    74,467.831   MT  0.99997469   -0 10 58.9
 HZ2349;SPC IN E     - 1,230,732.97    244,316.54   sFT  0.99997469   -0 10 58.9
 HZ2349;UTM  16      - 4,275,895.883   590,537.766   MT  0.99970094   +0 38 57.6
 HZ2349
 HZ2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2349!SPC IN E     -   0.99996010  x   0.99997469  =   0.99993479
 HZ2349!UTM  16      -   0.99996010  x   0.99970094  =   0.99966105
 HZ2349
 HZ2349:                Primary Azimuth Mark                     Grid Az
 HZ2349:SPC IN E     -  PHILA AZ MK                              190 01 45.3
 HZ2349:UTM  16      -  PHILA AZ MK                              189 11 48.8
 HZ2349
 HZ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9053775895(NAD 83)
 HZ2349
 HZ2349|---------------------------------------------------------------------|
 HZ2349| PID    Reference Object                     Distance      Geod. Az  |
 HZ2349|                                                           dddmmss.s |
 HZ2349| CG9669 PHILA RM 1                           22.293 METERS 04411     |
 HZ2349| CG9668 PHILA AZ MK                                        1895046.4 |
 HZ2349| HZ2350 TT 46 T                             107.093 METERS 28325     |
 HZ2349| CG9670 PHILA RM 2                           23.332 METERS 31007     |
 HZ2349|---------------------------------------------------------------------|
 HZ2349
 HZ2349                          SUPERSEDED SURVEY CONTROL
 HZ2349
 HZ2349  NAD 83(1993)-  38 37 37.11019(N)    085 57 35.57406(W) AD(       ) 3
 HZ2349  NAD 83(1986)-  38 37 37.11132(N)    085 57 35.57847(W) AD(       ) 3
 HZ2349  NAD 27      -  38 37 36.90300(N)    085 57 35.67700(W) AD(       ) 3
 HZ2349
 HZ2349.Superseded values are not recommended for survey control.
 HZ2349
 HZ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2349.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2349
 HZ2349_MARKER: DS = TRIANGULATION STATION DISK
 HZ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2349_STAMPING: PHILA 1947
 HZ2349_MARK LOGO: CGS
 HZ2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2349+STABILITY: SURFACE MOTION
 HZ2349
 HZ2349  HISTORY     - Date     Condition        Report By
 HZ2349  HISTORY     - 1947     MONUMENTED       CGS
 HZ2349
 HZ2349                          STATION DESCRIPTION
 HZ2349
 HZ2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2349'STATION IS ABOUT 8 MILES EAST-NORTHEAST OF SALEM, ABOUT 1/2 MILE EAST
 HZ2349'OF NEW PHILADELPHIA, IN A CULTIVATED FIELD OWNED BY LLOYD
 HZ2349'ANDERSON, ABOUT 200 FEET EAST OF THE ANDERSON FARMHOUSE, 70 FEET
 HZ2349'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 52 FEET
 HZ2349'SOUTH OF A POWER POLE, 5 FEET NORTH OF A WHITE WITNESS POST, AND 2
 HZ2349'FEET EAST OF A RAIL FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2349'DISK IS STAMPED PHILA 1947.
 HZ2349'
 HZ2349'REFERENCE MARK NO. 1 IS 73.14 FEET NORTHEAST OF THE STATION AND 1
 HZ2349'FOOT SOUTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK
 HZ2349'IS STAMPED PHILA NO 1 1947.
 HZ2349'
 HZ2349'REFERENCE MARK NO. 2 IS 76.55 FEET NORTHWEST OF THE STATION AND 1
 HZ2349'FOOT SOUTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK
 HZ2349'IS STAMPED PHILA NO 2 1947.
 HZ2349'
 HZ2349'AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHWEST OF THE STATION, 33 FEET WEST
 HZ2349'OF THE NORTHWEST CORNER OF THE FRONT YARD OF A WHITE FARMHOUSE,
 HZ2349'16 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2
 HZ2349'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 3 INCHES,
 HZ2349'AND THE DISK IS STAMPED PHILA 1947.
 HZ2349'
 HZ2349'TT 46 1943 U.S.G.S. WAS LOCATED BY TRAVERSE. IT IS 351.37 FEET
 HZ2349'WEST-NORTHWEST OF STATION PHILA. THIS IS A BRONZE DISK SET IN
 HZ2349'A CONCRETE BLOCK. IT IS SITUATED IN A FENCELINE, 20 FEET NORTH OF THE
 HZ2349'T-ROAD INTERSECTION WHICH LIES NORTHWEST OF THE ANDERSON
 HZ2349'FARMHOUSE, AND 10 FEET WEST OF A POWER POLE. THE MARK PROJECTS 3
 HZ2349'INCHES, AND THE DISK IS STAMPED TT 46 T 1943 931.
 HZ2349'
 HZ2349'TO REACH FROM THE SQUARE IN SALEM, GO SOUTH ON STATE HIGHWAY 135 FOR
 HZ2349'0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 60, TURN LEFT ON
 HZ2349'HIGHWAY 60 AND GO 0.55 MILE TO THE JUNCTION WITH STATE HIGHWAY 160,
 HZ2349'TURN LEFT ON HIGHWAY 160 AND GO 6.8 MILES TO A STEEL HIGHWAY
 HZ2349'BRIDGE, CONTINUE EAST ON THE HIGHWAY FOR 1.4 MILES TO A CROSS ROAD AT
 HZ2349'THE TOP OF A HILL, TURN LEFT AND GO 1.4 MILES TO A SIDE ROAD
 HZ2349'LEFT, TURN LEFT AND GO 2.0 MILES TO A T-ROAD INTERSECTION, THEN TURN
 HZ2349'RIGHT AND GO 0.1 MILE TO STATION ON RIGHT.
 HZ2349'
 HZ2349'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 HZ2349'FOR 0.1 MILE TO A SIDE ROAD LEFT, THEN TURN LEFT AND GO 0.4
 HZ2349'MILE TO MARK ON RIGHT.
 HZ2349'
 HZ2349'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1644 ***********************************************************************
 MD1644  DESIGNATION -  PIERCETON
 MD1644  PID         -  MD1644
 MD1644  STATE/COUNTY-  IN/KOSCIUSKO
 MD1644  COUNTRY     -  US
 MD1644  USGS QUAD   -  PIERCETON (2019)
 MD1644
 MD1644                         *CURRENT SURVEY CONTROL
 MD1644  ______________________________________________________________________
 MD1644* NAD 83(1997) POSITION- 41 10 03.28840(N) 085 42 30.44498(W)   ADJUSTED
 MD1644* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 MD1644  ______________________________________________________________________
 MD1644  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 MD1644  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 MD1644  HORZ ORDER      -  THIRD
 MD1644
 MD1644.The horizontal coordinates were established by classical geodetic methods
 MD1644.and adjusted by the National Geodetic Survey in May 1999.
 MD1644
 MD1644.The orthometric height was scaled from a topographic map.
 MD1644
 MD1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1644.GEOID18 height accuracy estimate available here.
 MD1644
 MD1644.Click photographs - Photos may exist for this station.
 MD1644
 MD1644.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1644
 MD1644. The following values were computed from the NAD 83(1997) position.
 MD1644
 MD1644;                    North         East     Units Scale Factor Converg.
 MD1644;SPC IN E     -   657,169.115    96,493.005   MT  0.99996682   -0 01 39.0
 MD1644;SPC IN E     - 2,156,062.34    316,577.47   sFT  0.99996682   -0 01 39.0
 MD1644;UTM  16      - 4,558,164.230   608,346.412   MT  0.99974447   +0 51 00.9
 MD1644
 MD1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1644!SPC IN E     -   0.99995931  x   0.99996682  =   0.99992614
 MD1644!UTM  16      -   0.99995931  x   0.99974447  =   0.99970379
 MD1644
 MD1644:                Primary Azimuth Mark                     Grid Az
 MD1644:SPC IN E     -  WOOSTER                                  306 55 29.9
 MD1644:UTM  16      -  WOOSTER                                  306 02 50.0
 MD1644
 MD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0834658164(NAD 83)
 MD1644
 MD1644|---------------------------------------------------------------------|
 MD1644| PID    Reference Object                     Distance      Geod. Az  |
 MD1644|                                                           dddmmss.s |
 MD1644| CC9147 PIERCETON RM 2                       24.439 METERS 08648     |
 MD1644| CC9145 PIERCETON AZ MK                                    2062331.0 |
 MD1644| CC9146 PIERCETON RM 1                       24.003 METERS 27023     |
 MD1644| MD1649 WOOSTER                             APPROX. 6.0 KM 3065350.9 |
 MD1644|---------------------------------------------------------------------|
 MD1644
 MD1644                          SUPERSEDED SURVEY CONTROL
 MD1644
 MD1644  NAD 83(1995)-  41 10 03.29176(N)    085 42 30.45496(W) AD(       ) 3
 MD1644  NAD 83(1986)-  41 10 03.29195(N)    085 42 30.45570(W) AD(       ) 3
 MD1644  NAD 27      -  41 10 03.12710(N)    085 42 30.50650(W) AD(       ) 3
 MD1644
 MD1644.Superseded values are not recommended for survey control.
 MD1644
 MD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1644.See file dsdata.pdf to determine how the superseded data were derived.
 MD1644
 MD1644_MARKER: DS = TRIANGULATION STATION DISK
 MD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1644_STAMPING: PIERCETON 1946
 MD1644_MARK LOGO: CGS
 MD1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1644+STABILITY: SURFACE MOTION
 MD1644
 MD1644  HISTORY     - Date     Condition        Report By
 MD1644  HISTORY     - 1946     MONUMENTED       CGS
 MD1644
 MD1644                          STATION DESCRIPTION
 MD1644
 MD1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1644'THIS STATION IS LOCATED ABOUT 3 MILES SOUTH OF PIERCETON, ALONG STATE
 MD1644'HIGHWAY NO. 13, ON LAND
 MD1644'OWNED BY G.F. BYERLEY.  IT IS ABOUT 500 FEET NORTH OF STATE HIGHWAY
 MD1644'13, ON THE TOP OF A BALD HILL, AND 6
 MD1644'FEET EAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE
 MD1644'DISK IS STAMPED PIERCETON 1946.
 MD1644'
 MD1644'REFERENCE MARK NO. 1 IS 78.75 FEET EAST OF THE STATION.  IT IS 1 FOOT
 MD1644'EAST OF A FENCELINE.  THE MARK PROJECTS
 MD1644'2 INCHES AND THE DISK IS STAMPED PIERCETON NO 1 1946.
 MD1644'
 MD1644'REFERENCE MARK NO. 2 IS 80.18 FEET WEST OF THE STATION.  IT IS 1 FOOT
 MD1644'EAST OF A FENCELINE.  THE MARK PROJECTS
 MD1644'2 INCHES AND THE DISK IS STAMPED PIERCETON NO 2 1946.
 MD1644'
 MD1644'THE AZIMUTH MARK IS 0.15 MILES SOUTHWEST OF THE STATION.  IT IS 21
 MD1644'FEET NORTH OF THE CENTERLINE OF
 MD1644'STATE HIGHWAY 13 AND 6 FEET WEST OF A POLE.  THE MARK PROJECTS 4
 MD1644'INCHES AND THE DISK IS STAMPED
 MD1644'PIERCETON 1946.
 MD1644'
 MD1644'TO REACH THE STATION FROM PIERCETON, GO SOUTH FOR 2.35 MILES ON STATE
 MD1644'HIGHWAY 13, TO A WHITE HOUSE ON
 MD1644'THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 MD1644'
 MD1644'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON STATE HIGHWAY 13
 MD1644'FOR 0.1 MILE TO THE AZIMUTH
 MD1644'ON THE LEFT AS DESCRIBED.
 MD1644'
 MD1644'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1863 ***********************************************************************
 MD1863  DESIGNATION -  PIGEON
 MD1863  PID         -  MD1863
 MD1863  STATE/COUNTY-  IN/STEUBEN
 MD1863  COUNTRY     -  US
 MD1863  USGS QUAD   -  ANGOLA EAST (2019)
 MD1863
 MD1863                         *CURRENT SURVEY CONTROL
 MD1863  ______________________________________________________________________
 MD1863* NAD 83(1997) POSITION- 41 38 04.23614(N) 084 58 05.27584(W)   ADJUSTED
 MD1863* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 MD1863  ______________________________________________________________________
 MD1863  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 MD1863  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 MD1863  HORZ ORDER      -  SECOND
 MD1863
 MD1863.The horizontal coordinates were established by classical geodetic methods
 MD1863.and adjusted by the National Geodetic Survey in May 1999.
 MD1863
 MD1863.The orthometric height was scaled from a topographic map.
 MD1863
 MD1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1863.GEOID18 height accuracy estimate available here.
 MD1863
 MD1863.Click photographs - Photos may exist for this station.
 MD1863
 MD1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1863
 MD1863. The following values were computed from the NAD 83(1997) position.
 MD1863
 MD1863;                    North         East     Units Scale Factor Converg.
 MD1863;SPC IN E     -   709,260.284   158,202.338   MT  1.00000834   +0 27 50.8
 MD1863;SPC IN E     - 2,326,964.78    519,035.50   sFT  1.00000834   +0 27 50.8
 MD1863;UTM  16      - 4,611,191.714   669,238.168   MT  0.99995247   +1 21 00.9
 MD1863
 MD1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1863!SPC IN E     -   0.99995584  x   1.00000834  =   0.99996418
 MD1863!UTM  16      -   0.99995584  x   0.99995247  =   0.99990831
 MD1863
 MD1863:                Primary Azimuth Mark                     Grid Az
 MD1863:SPC IN E     -  PIGEON AZ MK                             267 31 01.0
 MD1863:UTM  16      -  PIGEON AZ MK                             266 37 50.9
 MD1863
 MD1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6923811191(NAD 83)
 MD1863
 MD1863|---------------------------------------------------------------------|
 MD1863| PID    Reference Object                     Distance      Geod. Az  |
 MD1863|                                                           dddmmss.s |
 MD1863| CE6399 PIGEON RM 1                          33.775 METERS 04301     |
 MD1863| CE6398 PIGEON AZ MK                                       2675851.8 |
 MD1863| MD1470 ANGOLA N IND PUB SER RAD MAST       APPROX. 3.2 KM 2731823.3 |
 MD1863| MD1475 ANGOLA MUNICIPAL TANK               APPROX. 2.9 KM 2811421.7 |
 MD1863| MD1473 ANGOLA WEATHERHEAD MFG CO TANK      APPROX. 2.9 KM 2891058.2 |
 MD1863| CE6400 PIGEON RM 2                          35.387 METERS 32916     |
 MD1863|---------------------------------------------------------------------|
 MD1863
 MD1863                          SUPERSEDED SURVEY CONTROL
 MD1863
 MD1863  NAD 83(1995)-  41 38 04.23600(N)    084 58 05.27644(W) AD(       ) 2
 MD1863  NAD 83(1994)-  41 38 04.23605(N)    084 58 05.28010(W) AD(       ) 2
 MD1863  NAD 83(1986)-  41 38 04.23703(N)    084 58 05.28887(W) AD(       ) 2
 MD1863  NAD 27      -  41 38 04.05560(N)    084 58 05.42070(W) AD(       ) 2
 MD1863
 MD1863.Superseded values are not recommended for survey control.
 MD1863
 MD1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1863.See file dsdata.pdf to determine how the superseded data were derived.
 MD1863
 MD1863_MARKER: DS = TRIANGULATION STATION DISK
 MD1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1863_STAMPING: PIGEON 1946
 MD1863_MARK LOGO: CGS
 MD1863_PROJECTION: FLUSH
 MD1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1863+STABILITY: SURFACE MOTION
 MD1863
 MD1863  HISTORY     - Date     Condition        Report By
 MD1863  HISTORY     - 1946     MONUMENTED       CGS
 MD1863  HISTORY     - 1960     GOOD             CGS
 MD1863
 MD1863                          STATION DESCRIPTION
 MD1863
 MD1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1863'STATION IS LOCATED 1.5 MILES EAST OF THE CIRCLE IN ANGOLA ON THE NORTH
 MD1863'SIDE OF U.S.  HIGHWAY 20 AND 0.1 MILE EAST OF PINES CAFE.  IT IS 159
 MD1863'FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 20 AND Y-ROAD, 50 FEET
 MD1863'NORTH OF THE CENTERLINE OF HIGHWAY 20, 45 FEET WEST OF A 24 INCH MAPLE
 MD1863'TREE AND 56 FEET SOUTH OF THE SOUTHEAST CORNER OF A DOUBLE CABIN.  THE
 MD1863'MARK IS FLUSH AND THE DISK IS STAMPED PIGEON 1946.
 MD1863'
 MD1863'REFERENCE MARK NO. 1 IS 110.81 FEET NORTH OF THE STATION IN THE WOODS.
 MD1863'IT IS 26 FEET EAST OF A 20 INCH MAPLE TREE AND 35 FEET NORTH OF AN 18
 MD1863'INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PIGEON NO
 MD1863'1 1946.
 MD1863'
 MD1863'REFERENCE MARK NO. 2 IS 116.10 FEET NORTHWEST OF THE STATION.  IT IS
 MD1863'21 FEET WEST OF THE SOUTHWEST CORNER OF A CABIN AND 6 FEET EAST OF THE
 MD1863'SOUTHEAST CORNER OF ANOTHER CABIN.  THE MARK PROJECTS ABOUT 2 INCHES
 MD1863'AND THE DISK IS STAMPED PIGEON NO 2 1946.
 MD1863'
 MD1863'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION ON THE SOUTH SIDE OF U.S.
 MD1863'HIGHWAY 20.  IT IS 76 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MD1863'DRIVEWAY LEADING TO A BRICK HOUSE, 49 FEET SOUTH OF THE CENTERLINE OF
 MD1863'THE HIGHWAY, 1.5 FEET NORTH OF THE FENCE AND 1.5 FEET EAST OF A WHITE
 MD1863'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1863'STAMPED PIGEON 1946.
 MD1863'
 MD1863'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1863
 MD1863                          STATION RECOVERY (1960)
 MD1863
 MD1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1863'ALL MARKS RECOVERED IN GOOD CONDITION AND ESSENTIALLY AS DESCRIBED.
 MD1863'
 MD1863'ABOUT 1.7 MILES E ALONG NO. 20 U.S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1863'COURTHOUSE IN ANGOLA, ABOUT 45 YARDS WSW OF THE W END OF HWY. CURVE,
 MD1863'157 FEET ENE OF THE Y-INTERSECTION OF CENTER LINES OF HIGHWAY AND
 MD1863'PAVED ROAD TANGENT FROM THE SE, 50 FEET N OF CENTER LINE OF 24-FOOT
 MD1863'HIGHWAY PAVEMENT, 0.6 FOOT HIGHER THAN SAME, 46 FEET WSW OF CENTER OF
 MD1863'30-INCH MAPLE TREE, 52 FEET E OF CENTER OF DRIVEWAY, 32-1/2 FEET W OF
 MD1863'TELEPHONE POLE, STANDARD DISKS STAMPED PIGEON 1946 ARE SET IN NOTE 1A
 MD1863'AND 7A MARKS WITH THE TOP ONE FLUSH.
 MD1863'
 MD1863'REFERENCE STAMPED PIGEON NO. 1 1946, NOTE 11A, FLUSH, IS 110.71 FEET
 MD1863'OR 33.744 METERS NE IN AZIMUTH 223 DEG 01 MIN FROM STATION, 131 FEET N
 MD1863'OF CENTER LINE OF HWY., AND 27 FEET ESE OF THE EASTERLY ONE OF TWO
 MD1863'9-FEET-APART 30-INCH MAPLE TREES.
 MD1863'
 MD1863'REFERENCE STAMPED PIGEON NO. 2 1946, NOTE 11A, FLUSH, IS 116.05 FEET
 MD1863'OR 35.372 METERS NW IN AZIMUTH 149 DEG 16 MIN FROM STATION, 150 FEET N
 MD1863'OF CENTER LINE OF HWY., 69.2 FEET E OF SE CORNER OF CONCRETE BLOCK
 MD1863'FOUNDATION OF FRAME HOUSE, AND 10 FEET W OF CENTER OF DRIVEWAY.
 MD1863'
 MD1863'AZIMUTH STAMPED PIGEON 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS ABOUT 0.5
 MD1863'MILE W OF STATION, 79 FEET W OF CENTER LINE OF W SECTOR OF U-DRIVEWAY
 MD1863'TO BRICK HOUSE, 67 FEET W OF IRON-PIPE CORNER FENCE POST, 49 FEET S OF
 MD1863'CENTER LINE OF HWY., 1.6 FEET LOWER THAN SAME, AND ABOUT 2 FEET E OF
 MD1863'STEEL WITNESS POST.  IT IS IN AZIMUTH 87 DEG 58 MIN 51.6 SEC. FROM
 MD1863'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1860 ***********************************************************************
 JA1860  DESIGNATION -  PIGEON
 JA1860  PID         -  JA1860
 JA1860  STATE/COUNTY-  IN/SPENCER
 JA1860  COUNTRY     -  US
 JA1860  USGS QUAD   -  DALE (2019)
 JA1860
 JA1860                         *CURRENT SURVEY CONTROL
 JA1860  ______________________________________________________________________
 JA1860* NAD 83(1997) POSITION- 38 09 18.42424(N) 086 57 23.43355(W)   ADJUSTED
 JA1860* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 JA1860  ______________________________________________________________________
 JA1860  GEOID HEIGHT    -        -31.953 (meters)                     GEOID18
 JA1860  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 JA1860  HORZ ORDER      -  THIRD
 JA1860
 JA1860.The horizontal coordinates were established by classical geodetic methods
 JA1860.and adjusted by the National Geodetic Survey in May 1999.
 JA1860
 JA1860.The orthometric height was scaled from a topographic map.
 JA1860
 JA1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1860.GEOID18 height accuracy estimate available here.
 JA1860
 JA1860.Click photographs - Photos may exist for this station.
 JA1860
 JA1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1860
 JA1860. The following values were computed from the NAD 83(1997) position.
 JA1860
 JA1860;                    North         East     Units Scale Factor Converg.
 JA1860;SPC IN W     -   322,718.815   911,115.393   MT  0.99996819   +0 04 42.1
 JA1860;SPC IN W     - 1,058,786.65  2,989,217.75   sFT  0.99996819   +0 04 42.1
 JA1860;UTM  16      - 4,223,026.788   503,810.309   MT  0.99960018   +0 01 36.7
 JA1860
 JA1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1860!SPC IN W     -   0.99997773  x   0.99996819  =   0.99994592
 JA1860!UTM  16      -   0.99997773  x   0.99960018  =   0.99957792
 JA1860
 JA1860:                Primary Azimuth Mark                     Grid Az
 JA1860:SPC IN W     -  PIGEON AZ MK                             166 36 09.1
 JA1860:UTM  16      -  PIGEON AZ MK                             166 39 14.5
 JA1860
 JA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0381023026(NAD 83)
 JA1860
 JA1860|---------------------------------------------------------------------|
 JA1860| PID    Reference Object                     Distance      Geod. Az  |
 JA1860|                                                           dddmmss.s |
 JA1860| CG9677 PIGEON RM 1                          37.521 METERS 14341     |
 JA1860| CG9676 PIGEON AZ MK                                       1664051.2 |
 JA1860| CG9678 PIGEON RM 2                          35.530 METERS 25857     |
 JA1860|---------------------------------------------------------------------|
 JA1860
 JA1860                          SUPERSEDED SURVEY CONTROL
 JA1860
 JA1860  NAD 83(1993)-  38 09 18.42659(N)    086 57 23.43502(W) AD(       ) 3
 JA1860  NAD 83(1986)-  38 09 18.43180(N)    086 57 23.43667(W) AD(       ) 3
 JA1860  NAD 27      -  38 09 18.23300(N)    086 57 23.45300(W) AD(       ) 3
 JA1860
 JA1860.Superseded values are not recommended for survey control.
 JA1860
 JA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1860.See file dsdata.pdf to determine how the superseded data were derived.
 JA1860
 JA1860_MARKER: DS = TRIANGULATION STATION DISK
 JA1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1860_STAMPING: PIGEON 1946
 JA1860_MARK LOGO: CGS
 JA1860_PROJECTION: RECESSED 30 CENTIMETERS
 JA1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1860+STABILITY: SURFACE MOTION
 JA1860
 JA1860  HISTORY     - Date     Condition        Report By
 JA1860  HISTORY     - 1946     MONUMENTED       CGS
 JA1860
 JA1860                          STATION DESCRIPTION
 JA1860
 JA1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1860'THIS STATION IS ABOUT 2 MILES EAST SOUTHEAST FROM DALE, 32 FEET EAST
 JA1860'OF THE CENTERLINE OF STATE HIGHWAY 245 AND 18 FEET SOUTH OF THE
 JA1860'DRIVEWAY TO A WHITE FARMHOUSE.  THE MARK IS 12 INCHES UNDERGROUND AND
 JA1860'THE DISK IS STAMPED PIGEON 1946.
 JA1860'
 JA1860'REFERENCE MARK NO 1 IS 123.10 FEET SOUTH OF THE STATION, 50 FEET EAST
 JA1860'OF THE CENTERLINE OF THE HIGHWAY 2 FEET WEST OF A WHITE WITNESS POST.
 JA1860'IN THE SOUTHWEST CORNER OF A SMALL FIELD.  THE MARK PROJECTS 6 INCHES
 JA1860'AND THE DISK IS STAMPED PIGEON NO 1 1946.
 JA1860'
 JA1860'REFERENCE MARK NO 2 IS 116.57 FEET WEST OF THE STATION, 74 FEET WEST
 JA1860'OF THE CENTERLINE OF THE HIGHWAY AND 17 FEET NORTH OF A GRAVEL ROAD,
 JA1860'IN A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1860'PIGEON NO 2 1946.
 JA1860'
 JA1860'THE AZIMUTH MARK IS SOUTH OF THE STATION, 34 FEET EAST OF THE
 JA1860'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE NORTHWEST CORNER OF A
 JA1860'HOUSE YARD AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 JA1860'PROJECTS 6 INCHES AND THE DISK IS STAMPED PIGEON 1946.
 JA1860'
 JA1860'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 68 AND 62 IN DALE, GO
 JA1860'EAST ON ROUTE 62 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 245,
 JA1860'TURN RIGHT AND FOLLOW ROUTE 245 FOR 1.1 MILES TO A FARMHOUSE AND THE
 JA1860'STATION ON THE LEFT AT THE TOP OF A RISE.
 JA1860'
 JA1860'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0928 ***********************************************************************
 JA0928  DESIGNATION -  PIK 26
 JA0928  PID         -  JA0928
 JA0928  STATE/COUNTY-  IN/PIKE
 JA0928  COUNTRY     -  US
 JA0928  USGS QUAD   -  MONROE CITY (2019)
 JA0928
 JA0928                         *CURRENT SURVEY CONTROL
 JA0928  ______________________________________________________________________
 JA0928* NAD 83(1986) POSITION- 38 31 21.     (N) 087 15 33.     (W)   SCALED
 JA0928* NAVD 88 ORTHO HEIGHT -   135.228 (meters)      443.66  (feet) ADJUSTED
 JA0928  ______________________________________________________________________
 JA0928  GEOID HEIGHT    -        -32.074 (meters)                     GEOID18
 JA0928  DYNAMIC HEIGHT  -        135.140 (meters)      443.37  (feet) COMP
 JA0928  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0928
 JA0928  VERT ORDER      -  FIRST     CLASS II
 JA0928
 JA0928.The horizontal coordinates were scaled from a map and have
 JA0928.an estimated accuracy of +/- 6 seconds.
 JA0928
 JA0928.The orthometric height was determined by differential leveling and
 JA0928.adjusted by the NATIONAL GEODETIC SURVEY
 JA0928.in June 1991.
 JA0928
 JA0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0928.GEOID18 height accuracy estimate available here.
 JA0928
 JA0928.Click photographs - Photos may exist for this station.
 JA0928
 JA0928.The dynamic height is computed by dividing the NAVD 88
 JA0928.geopotential number by the normal gravity value computed on the
 JA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0928.degrees latitude (g = 980.6199 gals.).
 JA0928
 JA0928.The modeled gravity was interpolated from observed gravity values.
 JA0928
 JA0928;                    North         East    Units  Estimated Accuracy
 JA0928;SPC IN W     -   363,510.      884,670.      MT  (+/- 180 meters Scaled)
 JA0928
 JA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH774638(NAD 83)
 JA0928
 JA0928                          SUPERSEDED SURVEY CONTROL
 JA0928
 JA0928  NGVD 29 (??/??/92)  135.367  (m)          444.12   (f) ADJ UNCH    1 2
 JA0928
 JA0928.Superseded values are not recommended for survey control.
 JA0928
 JA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0928.See file dsdata.pdf to determine how the superseded data were derived.
 JA0928
 JA0928_MARKER: DB = BENCH MARK DISK
 JA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0928_STAMPING: PIK 26 1959
 JA0928_MARK LOGO: INFCC
 JA0928_PROJECTION: FLUSH
 JA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0928+STABILITY: SURFACE MOTION
 JA0928
 JA0928  HISTORY     - Date     Condition        Report By
 JA0928  HISTORY     - 1959     MONUMENTED       INFCC
 JA0928  HISTORY     - 1965     GOOD             CGS
 JA0928  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0928
 JA0928                          STATION DESCRIPTION
 JA0928
 JA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0928'3 MI NE FROM PETERSBURG.
 JA0928'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0928'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0928'STREET THENCE 2.6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0928'RAILROAD, 22 FEET SOUTH OF THE CENTER OF A CROSSING OF THE
 JA0928'RAILROAD AND A DIRT ROAD, 24 FEET WEST-SOUTHWEST OF A TELEPHONE
 JA0928'POLE, 9 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL 7.5 FEET WEST
 JA0928'OF THE WEST CORNER OF A TELEPHONE BOOTH, ABOUT 1 FOOT BELOW THE
 JA0928'LEVEL OF THE TRACK, AN INDIANA FLOOD CONTROL AND WATER RESOURCES
 JA0928'COMMISSION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0928'GROUND.
 JA0928
 JA0928                          STATION RECOVERY (1985)
 JA0928
 JA0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0928'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0934 ***********************************************************************
 JA0934  DESIGNATION -  PIK 28
 JA0934  PID         -  JA0934
 JA0934  STATE/COUNTY-  IN/PIKE
 JA0934  COUNTRY     -  US
 JA0934  USGS QUAD   -  SANDY HOOK (2019)
 JA0934
 JA0934                         *CURRENT SURVEY CONTROL
 JA0934  ______________________________________________________________________
 JA0934* NAD 83(1986) POSITION- 38 32 23.     (N) 087 14 17.     (W)   SCALED
 JA0934* NAVD 88 ORTHO HEIGHT -   135.171 (meters)      443.47  (feet) ADJUSTED
 JA0934  ______________________________________________________________________
 JA0934  GEOID HEIGHT    -        -32.123 (meters)                     GEOID18
 JA0934  DYNAMIC HEIGHT  -        135.083 (meters)      443.18  (feet) COMP
 JA0934  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA0934
 JA0934  VERT ORDER      -  FIRST     CLASS II
 JA0934
 JA0934.The horizontal coordinates were scaled from a map and have
 JA0934.an estimated accuracy of +/- 6 seconds.
 JA0934
 JA0934.The orthometric height was determined by differential leveling and
 JA0934.adjusted by the NATIONAL GEODETIC SURVEY
 JA0934.in June 1991.
 JA0934
 JA0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0934.GEOID18 height accuracy estimate available here.
 JA0934
 JA0934.Click photographs - Photos may exist for this station.
 JA0934
 JA0934.The dynamic height is computed by dividing the NAVD 88
 JA0934.geopotential number by the normal gravity value computed on the
 JA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0934.degrees latitude (g = 980.6199 gals.).
 JA0934
 JA0934.The modeled gravity was interpolated from observed gravity values.
 JA0934
 JA0934;                    North         East    Units  Estimated Accuracy
 JA0934;SPC IN W     -   365,410.      886,510.      MT  (+/- 180 meters Scaled)
 JA0934
 JA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH792657(NAD 83)
 JA0934
 JA0934                          SUPERSEDED SURVEY CONTROL
 JA0934
 JA0934  NGVD 29 (??/??/92)  135.310  (m)          443.93   (f) ADJ UNCH    1 2
 JA0934
 JA0934.Superseded values are not recommended for survey control.
 JA0934
 JA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0934.See file dsdata.pdf to determine how the superseded data were derived.
 JA0934
 JA0934_MARKER: DB = BENCH MARK DISK
 JA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0934_STAMPING: PIK 28 1959
 JA0934_MARK LOGO: INFCC
 JA0934_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0934+STABILITY: SURFACE MOTION
 JA0934
 JA0934  HISTORY     - Date     Condition        Report By
 JA0934  HISTORY     - 1959     MONUMENTED       INFCC
 JA0934  HISTORY     - 1965     GOOD             CGS
 JA0934  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0934
 JA0934                          STATION DESCRIPTION
 JA0934
 JA0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0934'4.5 MI NE FROM PETERSBURG.
 JA0934'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0934'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0934'STREET THENCE 4.25 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0934'RAILROAD, 0.25 MILE NORTHEAST OF A RAILROAD TRESTLE OVER A DIRT
 JA0934'ROAD, 58 FEET NORTHEAST OF A TELEPHONE POLE, 21 FEET NORTHWEST
 JA0934'OF THE NORTHWEST RAIL, 18 FEET EAST OF A LARGE FORKED OAK TREE,
 JA0934'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 JA0934'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0934'PROJECTING 4 INCHES.
 JA0934
 JA0934                          STATION RECOVERY (1985)
 JA0934
 JA0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0934'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0999 ***********************************************************************
 JA0999  DESIGNATION -  PIK 4 A
 JA0999  PID         -  JA0999
 JA0999  STATE/COUNTY-  IN/PIKE
 JA0999  COUNTRY     -  US
 JA0999  USGS QUAD   -  WINSLOW (2019)
 JA0999
 JA0999                         *CURRENT SURVEY CONTROL
 JA0999  ______________________________________________________________________
 JA0999* NAD 83(1986) POSITION- 38 22 48.     (N) 087 13 02.     (W)   SCALED
 JA0999* NAVD 88 ORTHO HEIGHT -   130.156 (meters)      427.02  (feet) ADJUSTED
 JA0999  ______________________________________________________________________
 JA0999  GEOID HEIGHT    -        -31.971 (meters)                     GEOID18
 JA0999  DYNAMIC HEIGHT  -        130.070 (meters)      426.74  (feet) COMP
 JA0999  MODELED GRAVITY -    979,970.4   (mgal)                       NAVD 88
 JA0999
 JA0999  VERT ORDER      -  FIRST     CLASS II
 JA0999
 JA0999.The horizontal coordinates were scaled from a map and have
 JA0999.an estimated accuracy of +/- 6 seconds.
 JA0999
 JA0999.The orthometric height was determined by differential leveling and
 JA0999.adjusted by the NATIONAL GEODETIC SURVEY
 JA0999.in June 1991.
 JA0999
 JA0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0999.GEOID18 height accuracy estimate available here.
 JA0999
 JA0999.Click photographs - Photos may exist for this station.
 JA0999
 JA0999.The dynamic height is computed by dividing the NAVD 88
 JA0999.geopotential number by the normal gravity value computed on the
 JA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0999.degrees latitude (g = 980.6199 gals.).
 JA0999
 JA0999.The modeled gravity was interpolated from observed gravity values.
 JA0999
 JA0999;                    North         East    Units  Estimated Accuracy
 JA0999;SPC IN W     -   347,680.      888,300.      MT  (+/- 180 meters Scaled)
 JA0999
 JA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH810480(NAD 83)
 JA0999
 JA0999                          SUPERSEDED SURVEY CONTROL
 JA0999
 JA0999  NGVD 29 (??/??/92)  130.275  (m)          427.41   (f) ADJ UNCH    1 2
 JA0999
 JA0999.Superseded values are not recommended for survey control.
 JA0999
 JA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0999.See file dsdata.pdf to determine how the superseded data were derived.
 JA0999
 JA0999_MARKER: DB = BENCH MARK DISK
 JA0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0999_SP_SET: BRIDGE
 JA0999_STAMPING: PIK 4 A 1954
 JA0999_MARK LOGO: INFCC
 JA0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0999
 JA0999  HISTORY     - Date     Condition        Report By
 JA0999  HISTORY     - 1954     MONUMENTED       INFCC
 JA0999  HISTORY     - 1965     GOOD             CGS
 JA0999  HISTORY     - 20080425 GOOD             ACCU
 JA0999  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0999
 JA0999                          STATION DESCRIPTION
 JA0999
 JA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0999'0.2 MI SW FROM WINSLOW.
 JA0999'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0999'OFFICE AT WINSLOW, IN SECTION 32, T 7 W, R 1 S, 14 FEET SOUTHEAST
 JA0999'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 JA0999'CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER THE PATOKA
 JA0999'RIVER, 2 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF A STEEL ROCKER
 JA0999'PEDESTAL BASE, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JA0999
 JA0999                          STATION RECOVERY (2008)
 JA0999
 JA0999'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA0999'MARK NOT FOUND
 JA0999
 JA0999                          STATION RECOVERY (2022)
 JA0999
 JA0999'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0999'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1004 ***********************************************************************
 JA1004  DESIGNATION -  PIK 5
 JA1004  PID         -  JA1004
 JA1004  STATE/COUNTY-  IN/PIKE
 JA1004  COUNTRY     -  US
 JA1004  USGS QUAD   -  PETERSBURG (2019)
 JA1004
 JA1004                         *CURRENT SURVEY CONTROL
 JA1004  ______________________________________________________________________
 JA1004* NAD 83(1986) POSITION- 38 22 42.     (N) 087 15 16.     (W)   SCALED
 JA1004* NAVD 88 ORTHO HEIGHT -   127.507 (meters)      418.33  (feet) ADJUSTED
 JA1004  ______________________________________________________________________
 JA1004  GEOID HEIGHT    -        -31.925 (meters)                     GEOID18
 JA1004  DYNAMIC HEIGHT  -        127.423 (meters)      418.05  (feet) COMP
 JA1004  MODELED GRAVITY -    979,969.5   (mgal)                       NAVD 88
 JA1004
 JA1004  VERT ORDER      -  FIRST     CLASS II
 JA1004
 JA1004.The horizontal coordinates were scaled from a map and have
 JA1004.an estimated accuracy of +/- 6 seconds.
 JA1004
 JA1004.The orthometric height was determined by differential leveling and
 JA1004.adjusted by the NATIONAL GEODETIC SURVEY
 JA1004.in June 1991.
 JA1004
 JA1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1004.GEOID18 height accuracy estimate available here.
 JA1004
 JA1004.Click photographs - Photos may exist for this station.
 JA1004
 JA1004.The dynamic height is computed by dividing the NAVD 88
 JA1004.geopotential number by the normal gravity value computed on the
 JA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1004.degrees latitude (g = 980.6199 gals.).
 JA1004
 JA1004.The modeled gravity was interpolated from observed gravity values.
 JA1004
 JA1004;                    North         East    Units  Estimated Accuracy
 JA1004;SPC IN W     -   347,500.      885,050.      MT  (+/- 180 meters Scaled)
 JA1004
 JA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH777478(NAD 83)
 JA1004
 JA1004                          SUPERSEDED SURVEY CONTROL
 JA1004
 JA1004  NGVD 29 (??/??/92)  127.627  (m)          418.72   (f) ADJ UNCH    1 2
 JA1004
 JA1004.Superseded values are not recommended for survey control.
 JA1004
 JA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1004.See file dsdata.pdf to determine how the superseded data were derived.
 JA1004
 JA1004_MARKER: DB = BENCH MARK DISK
 JA1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1004_STAMPING: PIK 5 1954
 JA1004_MARK LOGO: INFCC
 JA1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1004
 JA1004  HISTORY     - Date     Condition        Report By
 JA1004  HISTORY     - 1954     MONUMENTED       INFCC
 JA1004  HISTORY     - 1965     GOOD             CGS
 JA1004
 JA1004                          STATION DESCRIPTION
 JA1004
 JA1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1004'2.4 MI W FROM WINSLOW.
 JA1004'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA1004'OFFICE AT WINSLOW, THENCE 1.95 MILES WEST ALONG THE SOUTHERN
 JA1004'RAILWAY TO A RAILROAD OVERPASS OVER A SPUR TRACK, 9 FEET WEST OF
 JA1004'THE WEST RAIL OF A SPUR TRACK, ABOUT 41 FEET NORTHWEST OF THE
 JA1004'NORTHWEST RAIL OF THE MAIN TRACK, SET IN THE TOP OF A CONCRETE
 JA1004'CAP OVER A 12-INCH PIPE WITH STEEL GRILL WORK FORMING A DRAINAGE
 JA1004'AWAY FROM THE SPUR LINE, 20 FEET BELOW THE RAILS OF THE MAIN
 JA1004'TRACK, 2 1/2 INCHES SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 JA1004'RETAINING WALL OF THE OVERPASS, 6 INCHES NORTHEAST OF THE
 JA1004'CONCRETE RETAINING WALL, 5 INCHES BELOW THE RAILS OF THE SPUR
 JA1004'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1785 ***********************************************************************
 JA1785  DESIGNATION -  PILOT
 JA1785  PID         -  JA1785
 JA1785  STATE/COUNTY-  IN/CRAWFORD
 JA1785  COUNTRY     -  US
 JA1785  USGS QUAD   -  MILLTOWN (2019)
 JA1785
 JA1785                         *CURRENT SURVEY CONTROL
 JA1785  ______________________________________________________________________
 JA1785* NAD 83(1997) POSITION- 38 18 22.25042(N) 086 21 10.52780(W)   ADJUSTED
 JA1785* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 JA1785  ______________________________________________________________________
 JA1785  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 JA1785  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 JA1785  HORZ ORDER      -  SECOND
 JA1785
 JA1785.The horizontal coordinates were established by classical geodetic methods
 JA1785.and adjusted by the National Geodetic Survey in May 1999.
 JA1785
 JA1785.The orthometric height was scaled from a topographic map.
 JA1785
 JA1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1785.GEOID18 height accuracy estimate available here.
 JA1785
 JA1785.Click photographs - Photos may exist for this station.
 JA1785
 JA1785.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1785
 JA1785. The following values were computed from the NAD 83(1997) position.
 JA1785
 JA1785;                    North         East     Units Scale Factor Converg.
 JA1785;SPC IN W     -   339,731.173   963,884.242   MT  1.00001691   +0 27 10.0
 JA1785;SPC IN W     - 1,114,601.36  3,162,343.55   sFT  1.00001691   +0 27 10.0
 JA1785;UTM  16      - 4,239,985.320   556,574.774   MT  0.99963942   +0 24 04.0
 JA1785
 JA1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1785!SPC IN W     -   0.99996037  x   1.00001691  =   0.99997728
 JA1785!UTM  16      -   0.99996037  x   0.99963942  =   0.99959981
 JA1785
 JA1785:                Primary Azimuth Mark                     Grid Az
 JA1785:SPC IN W     -  PILOT AZ MK RESET                        173 42 45.2
 JA1785:UTM  16      -  PILOT AZ MK RESET                        173 45 51.2
 JA1785
 JA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5657439985(NAD 83)
 JA1785
 JA1785|---------------------------------------------------------------------|
 JA1785| PID    Reference Object                     Distance      Geod. Az  |
 JA1785|                                                           dddmmss.s |
 JA1785| CG9684 PILOT AZ MK RESET                                  1740955.2 |
 JA1785| CG9683 PILOT AZ MK                                        1740955.2 |
 JA1785| CG9685 PILOT AZ MK REJECT                                 1741140.6 |
 JA1785| CG9686 PILOT RM 1                           15.890 METERS 21224     |
 JA1785| CG9687 PILOT RM 2                           19.048 METERS 25937     |
 JA1785|---------------------------------------------------------------------|
 JA1785
 JA1785                          SUPERSEDED SURVEY CONTROL
 JA1785
 JA1785  NAD 83(1993)-  38 18 22.25303(N)    086 21 10.52962(W) AD(       ) 2
 JA1785  NAD 83(1986)-  38 18 22.25606(N)    086 21 10.53274(W) AD(       ) 2
 JA1785  NAD 27      -  38 18 22.03200(N)    086 21 10.60700(W) AD(       ) 2
 JA1785
 JA1785.Superseded values are not recommended for survey control.
 JA1785
 JA1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1785.See file dsdata.pdf to determine how the superseded data were derived.
 JA1785
 JA1785_MARKER: DS = TRIANGULATION STATION DISK
 JA1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1785_STAMPING: PILOT 1946
 JA1785_MARK LOGO: CGS
 JA1785_PROJECTION: FLUSH
 JA1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1785+STABILITY: SURFACE MOTION
 JA1785
 JA1785  HISTORY     - Date     Condition        Report By
 JA1785  HISTORY     - 1946     MONUMENTED       CGS
 JA1785  HISTORY     - 1947     GOOD             CGS
 JA1785  HISTORY     - 1950     GOOD             CGS
 JA1785
 JA1785                          STATION DESCRIPTION
 JA1785
 JA1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1785'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MARENGO, 1.8 MILES
 JA1785'NORTH OF THE PILOT KNOB POST OFFICE ON A PROMINENT TIMBERED HILL
 JA1785'THAT IS KNOWN AS PILOT KNOB.  IT IS 28 FEET NORTHEAST OF A LARGE
 JA1785'WHITE CROSS AND 10 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 JA1785'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PILOT 1946.
 JA1785'
 JA1785'REFERENCE MARK NO. 1 IS 52.14 FEET SOUTHWEST OF THE STATION AND ON
 JA1785'THE SOUTHWEST SLOPE OF THE HILL.  THE DISK IS SET IN A DRILLED HOLE
 JA1785'IN OUTCROPPING BEDROCK AND IT IS STAMPED PILOT NO 1 1946.
 JA1785'
 JA1785'REFERENCE MARK NO. 2 IS 62.50 FEET WEST OF THE STATION, 41 FEET WEST
 JA1785'OF A LARGE WHITE CROSS AND 12 FEET SOUTHEAST OF A 24-INCH OAK
 JA1785'TREE.  THE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND
 JA1785'IT IS STAMPED PILOT NO 2 1946.
 JA1785'
 JA1785'THE AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION, 22 FEET EAST OF
 JA1785'THE CENTERLINE OF STATE HIGHWAY 66 AND 3 FEET WEST OF A FENCE.
 JA1785'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED PILOT 1946.
 JA1785'
 JA1785'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1785
 JA1785                          STATION RECOVERY (1947)
 JA1785
 JA1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1785'THE STATION WAS RECOVERED AS DESCRIBED BY W.J.C. IN 1946 WITH THE
 JA1785'EXCEPTION OF THE DIRECTION TO THE AZIMUTH MARK.  OBSERVATIONS WERE
 JA1785'MADE ON THE AZIMUTH MARK ON TWO SEPARATE NIGHTS AND THE 1947
 JA1785'DIRECTION WAS FOUND CORRECT.  A NEW DESCRIPTION FOLLOWS.
 JA1785'
 JA1785'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MARENGO, 1.8 MILES
 JA1785'NORTH OF THE PILOT KNOB POST OFFICE, AND ON A PROMINENT TIMBERED
 JA1785'HILL THAT IS KNOWN AS PILOT KNOB.  IT IS 24 FEET NORTHEAST OF A
 JA1785'LARGE WHITE CROSS, AND 10 FEET SOUTHWEST OF A WITNESS POST.
 JA1785'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PILOT
 JA1785'1946.
 JA1785'
 JA1785'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JA1785'BRONZE DISKS SET IN CONCRETE AND ARE DESCRIBED.
 JA1785'
 JA1785'REFERENCE MARK NO. 1 IS 15.890 METERS (52.14 FEET) SOUTHWEST OF THE
 JA1785'STATION.  IT IS ON THE SOUTHERN SLOPE OF THE HILL, AND THE DISK IS
 JA1785'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND IS STAMPED PILOT
 JA1785'NO 1 1946.
 JA1785'
 JA1785'REFERENCE MARK NO. 2 IS 19.048 METERS (62.50 FEET) WEST OF THE
 JA1785'STATION, 41 FEET WEST OF A LARGE WHITE CROSS, AND 12 FEET SOUTHEAST
 JA1785'OF A 24-INCH OAK TREE.  THE DISK IS SET IN A DRILLED HOLE IN
 JA1785'OUTCROPPING BEDROCK, AND IT IS STAMPED PILOT NO 2 1946.
 JA1785'
 JA1785'THE AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION, 22 FEET EAST OF
 JA1785'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 66, AND 3 FEET WEST OF
 JA1785'A BOARD FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JA1785'PILOT 1946.
 JA1785'
 JA1785'TO REACH THE STATION FROM THE VILLAGE OF MARENGO, GO WEST 0.5 MILE
 JA1785'TO THE JUNCTION OF STATE HIGHWAYS 64 AND 66, TURN LEFT ON STATE
 JA1785'HIGHWAY 66 AND GO SOUTH FOR 4.2 MILES TO THE PILOT KNOB HILL ON THE
 JA1785'LEFT AND THE STATION AS DESCRIBED.
 JA1785'
 JA1785'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 JA1785'66 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1785'
 JA1785'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 JA1785
 JA1785                          STATION RECOVERY (1950)
 JA1785
 JA1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1785'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 JA1785'GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED FROM MR. E.E.
 JA1785'VANDERPOOLS DRIVEWAY BY HIS REQUEST.  IT WAS MOVED IN LINE WITH THE
 JA1785'OLD AZIMUTH MARK AND THE STATION MARK AND ABOUT 25 FEET FURTHER
 JA1785'SOUTH AND DESCRIBED BELOW.
 JA1785'
 JA1785'AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION ON THE EAST SIDE OF
 JA1785'STATE HIGHWAY 66, ACROSS THE ROAD FROM MR. VANDERPOOLS HOUSE.  IT IS
 JA1785'58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMENT BLOCK
 JA1785'BUILDING, 27 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET NORTH OF
 JA1785'A POWER POLE AND ONE FOOT EAST OF A FENCE.  THE MARK IS A 6 INCH
 JA1785'CAST IRON PIPE THAT PROJECTS ABOUT 2 INCHES WITH A DISK CEMENTED
 JA1785'IN THE TOP STAMPED PILOT 1946 RESET 1950.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2164 ***********************************************************************
 LB2164  DESIGNATION -  PINE
 LB2164  PID         -  LB2164
 LB2164  STATE/COUNTY-  IN/BENTON
 LB2164  COUNTRY     -  US
 LB2164  USGS QUAD   -  TEMPLETON (2019)
 LB2164
 LB2164                         *CURRENT SURVEY CONTROL
 LB2164  ______________________________________________________________________
 LB2164* NAD 83(1997) POSITION- 40 36 22.26531(N) 087 08 58.39353(W)   ADJUSTED
 LB2164* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 LB2164  ______________________________________________________________________
 LB2164  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 LB2164  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB2164  HORZ ORDER      -  THIRD
 LB2164
 LB2164.The horizontal coordinates were established by classical geodetic methods
 LB2164.and adjusted by the National Geodetic Survey in May 1999.
 LB2164
 LB2164.The orthometric height was scaled from a topographic map.
 LB2164
 LB2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2164.GEOID18 height accuracy estimate available here.
 LB2164
 LB2164.Click photographs - Photos may exist for this station.
 LB2164
 LB2164.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2164
 LB2164. The following values were computed from the NAD 83(1997) position.
 LB2164
 LB2164;                    North         East     Units Scale Factor Converg.
 LB2164;SPC IN W     -   594,828.544   894,395.690   MT  0.99996705   -0 02 35.2
 LB2164;SPC IN W     - 1,951,533.31  2,934,363.19   sFT  0.99996705   -0 02 35.2
 LB2164;UTM  16      - 4,495,052.084   487,347.733   MT  0.99960197   -0 05 50.4
 LB2164
 LB2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2164!SPC IN W     -   0.99996998  x   0.99996705  =   0.99993703
 LB2164!UTM  16      -   0.99996998  x   0.99960197  =   0.99957196
 LB2164
 LB2164:                Primary Azimuth Mark                     Grid Az
 LB2164:SPC IN W     -  PINE AZ MK                               092 47 53.6
 LB2164:UTM  16      -  PINE AZ MK                               092 51 08.8
 LB2164
 LB2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8734795052(NAD 83)
 LB2164
 LB2164|---------------------------------------------------------------------|
 LB2164| PID    Reference Object                     Distance      Geod. Az  |
 LB2164|                                                           dddmmss.s |
 LB2164| CM4378 PINE RM 1                            13.443 METERS 08834     |
 LB2164| CM4377 PINE AZ MK                                         0924518.4 |
 LB2164| CM4379 PINE RM 2                            20.314 METERS 17358     |
 LB2164|---------------------------------------------------------------------|
 LB2164
 LB2164                          SUPERSEDED SURVEY CONTROL
 LB2164
 LB2164  NAD 83(1986)-  40 36 22.27236(N)    087 08 58.40346(W) AD(       ) 3
 LB2164  NAD 27      -  40 36 22.14380(N)    087 08 58.32380(W) AD(       ) 3
 LB2164
 LB2164.Superseded values are not recommended for survey control.
 LB2164
 LB2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2164.See file dsdata.pdf to determine how the superseded data were derived.
 LB2164
 LB2164_MARKER: DS = TRIANGULATION STATION DISK
 LB2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2164_STAMPING: PINE 1955
 LB2164_MARK LOGO: CGS
 LB2164_PROJECTION: FLUSH
 LB2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2164+STABILITY: SURFACE MOTION
 LB2164
 LB2164  HISTORY     - Date     Condition        Report By
 LB2164  HISTORY     - 1955     MONUMENTED       CGS
 LB2164  HISTORY     - 1958     GOOD             CGS
 LB2164
 LB2164                          STATION DESCRIPTION
 LB2164
 LB2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2164'STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 18 AND ON
 LB2164'THE HIGHWAY RIGHT-OF-WAY, ABOUT 9 MILES SOUTHEAST OF FOWLER AND
 LB2164'ABOUT 12 MILES SOUTHWEST OF WOLCOTT.  IT IS 3 FEET SOUTH OF FENCE
 LB2164'LINE, 5 FEET EAST OF A WHITE WITNESS POST, 6 FEET EAST OF A
 LB2164'CONCRETE RIGHT-OF-WAY MARKER AND 33 FEET NORTH OF THE
 LB2164'CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2164'PINE 1955.
 LB2164'
 LB2164'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A FENCE LINE AND 35 FEET
 LB2164'NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK
 LB2164'IS STAMPED PINE NO 1 1955.
 LB2164'
 LB2164'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF FENCE LINE AND 33 FEET SOUTH
 LB2164'OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 LB2164'STAMPED PINE NO 2 1955.
 LB2164'
 LB2164'AZIMUTH MARK IS 2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF
 LB2164'A WHITE WITNESS POST, 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 LB2164'39 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE.  THE MARK
 LB2164'PROJECTS 2 INCHES AND THE DISK IS STAMPED PINE 1955.
 LB2164'
 LB2164'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2164'HIGHWAY 18 1 MILE SOUTHEAST OF FOWLER, GO EAST ON STATE HIGHWAY 18
 LB2164'FOR 7.95 MILES TO THE PINE TOWNSHIP SCHOOL ON THE RIGHT, CONTINUE
 LB2164'EAST FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2164'
 LB2164'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 LB2164'18 FOR 0.25 TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2164'
 LB2164'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2164
 LB2164                          STATION RECOVERY (1958)
 LB2164
 LB2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2164'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LB2164'DISTANCE AND DIRECTIONS TO REFERENCE MARKS CHECKED AND VERIFIED.
 LB2164'DESCRIPTION ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2438 ***********************************************************************
 ME2438  DESIGNATION -  PINE
 ME2438  PID         -  ME2438
 ME2438  STATE/COUNTY-  IN/LA PORTE
 ME2438  COUNTRY     -  US
 ME2438  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME2438
 ME2438                         *CURRENT SURVEY CONTROL
 ME2438  ______________________________________________________________________
 ME2438* NAD 83(1997) POSITION- 41 39 25.19303(N) 086 45 55.48198(W)   ADJUSTED
 ME2438* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 ME2438  ______________________________________________________________________
 ME2438  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 ME2438  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 ME2438  HORZ ORDER      -  SECOND
 ME2438
 ME2438.The horizontal coordinates were established by classical geodetic methods
 ME2438.and adjusted by the National Geodetic Survey in May 1999.
 ME2438
 ME2438.The orthometric height was scaled from a topographic map.
 ME2438
 ME2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2438.GEOID18 height accuracy estimate available here.
 ME2438
 ME2438.Click photographs - Photos may exist for this station.
 ME2438
 ME2438.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2438
 ME2438. The following values were computed from the NAD 83(1997) position.
 ME2438
 ME2438;                    North         East     Units Scale Factor Converg.
 ME2438;SPC IN W     -   711,570.974   926,480.165   MT  0.99997529   +0 12 40.7
 ME2438;SPC IN W     - 2,334,545.77  3,039,627.01   sFT  0.99997529   +0 12 40.7
 ME2438;UTM  16      - 4,611,720.831   519,532.038   MT  0.99960469   +0 09 21.3
 ME2438
 ME2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2438!SPC IN W     -   0.99996204  x   0.99997529  =   0.99993733
 ME2438!UTM  16      -   0.99996204  x   0.99960469  =   0.99956675
 ME2438
 ME2438:                Primary Azimuth Mark                     Grid Az
 ME2438:SPC IN W     -  SPRINGVILLE RM 1                         066 54 17.5
 ME2438:UTM  16      -  SPRINGVILLE RM 1                         066 57 36.9
 ME2438
 ME2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1953211720(NAD 83)
 ME2438
 ME2438|---------------------------------------------------------------------|
 ME2438| PID    Reference Object                     Distance      Geod. Az  |
 ME2438|                                                           dddmmss.s |
 ME2438| CM4595 SPRINGVILLE RM 1                                   0670658.2 |
 ME2438| CM4375 PINE RM 1                            21.787 METERS 19826     |
 ME2438| CM4376 PINE RM 2                            20.302 METERS 27802     |
 ME2438|---------------------------------------------------------------------|
 ME2438
 ME2438                          SUPERSEDED SURVEY CONTROL
 ME2438
 ME2438  NAD 83(1994)-  41 39 25.19656(N)    086 45 55.48517(W) AD(       ) 2
 ME2438  NAD 83(1986)-  41 39 25.19597(N)    086 45 55.48560(W) AD(       ) 2
 ME2438  NAD 27      -  41 39 25.04280(N)    086 45 55.39530(W) AD(       ) 2
 ME2438
 ME2438.Superseded values are not recommended for survey control.
 ME2438
 ME2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2438.See file dsdata.pdf to determine how the superseded data were derived.
 ME2438
 ME2438_MARKER: DS = TRIANGULATION STATION DISK
 ME2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2438_STAMPING: PINE 1948
 ME2438_MARK LOGO: CGS
 ME2438_PROJECTION: FLUSH
 ME2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2438+STABILITY: SURFACE MOTION
 ME2438
 ME2438  HISTORY     - Date     Condition        Report By
 ME2438  HISTORY     - 1948     MONUMENTED       CGS
 ME2438
 ME2438                          STATION DESCRIPTION
 ME2438
 ME2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2438'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MICHIGAN CITY AND 4
 ME2438'MILES NORTHWEST OF LAPORTE ALONG U.S. HIGHWAY 35 AND STATE HIGHWAY 29.
 ME2438'IT IS 77 FEET SOUTHWEST OF INTERSECTION OF HIGHWAYS 35 AND 29 AND A
 ME2438'PAVED ROAD WEST, 72 FEET NORTH OF A WHITE WITNESS POST AND 46 FEET
 ME2438'SOUTH OF CENTER OF PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 ME2438'THE DISK IS STAMPED PINE 1948.
 ME2438'
 ME2438'REFERENCE MARK NO. 1 IS 71.48 FEET SOUTH OF STATION.  IT IS 2 FEET
 ME2438'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS
 ME2438'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PINE NO 1 1948.
 ME2438'
 ME2438'REFERENCE MARK NO. 2 IS 66.61 FEET WEST OF STATION.  IT IS 35 FEET
 ME2438'SOUTH OF CENTER OF PAVED ROAD, 8 FEET SOUTHEAST OF A FENCE CORNER AND
 ME2438'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 ME2438'DISK IS STAMPED PINE NO 2 1948.
 ME2438'
 ME2438'REFERENCE MARK NO. 1 AT STATION SPRINGVILLE (USLS) 1874 WAS USED AS AN
 ME2438'AZIMUTH MARK.  IT IS 1.0 MILE NORTHEAST OF STATION, 15 FEET SOUTH OF
 ME2438'CENTER OF A DIRT ROAD, 3 FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF
 ME2438'A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2438'SPRINGVILLE USLS NO 1 1948.
 ME2438'
 ME2438'TO REACH THE STATION FROM THE COURT HOUSE IN LAPORTE, GO NORTHWEST ON
 ME2438'U.S. HIGHWAY 35 AND STATE HIGHWAY 29 FOR 4.0 MILES TO STATION ON LEFT
 ME2438'AS DESCRIBED.
 ME2438'
 ME2438'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST ON HIGHWAYS 35 AND
 ME2438'29 FOR 1.6 MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD
 ME2438'FOR 0.4 MILE TO JUNCTION OF STATE HIGHWAY 39, TURN LEFT AND GO NORTH
 ME2438'ON HIGHWAY 39 FOR 1.7 MILES TO A DIRT ROAD LEFT, TURN LEFT AND GO WEST
 ME2438'ON DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH ON LEFT OF ROAD AS DESCRIBED.
 ME2438'
 ME2438'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1710 ***********************************************************************
 MD1710  DESIGNATION -  PINE
 MD1710  PID         -  MD1710
 MD1710  STATE/COUNTY-  IN/ELKHART
 MD1710  COUNTRY     -  US
 MD1710  USGS QUAD   -  BRISTOL (2019)
 MD1710
 MD1710                         *CURRENT SURVEY CONTROL
 MD1710  ______________________________________________________________________
 MD1710* NAD 83(1997) POSITION- 41 38 47.05666(N) 085 49 17.97434(W)   ADJUSTED
 MD1710* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 MD1710  ______________________________________________________________________
 MD1710  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 MD1710  LAPLACE CORR    -          2.70  (seconds)                    DEFLEC18
 MD1710  HORZ ORDER      -  FIRST
 MD1710
 MD1710.The horizontal coordinates were established by classical geodetic methods
 MD1710.and adjusted by the National Geodetic Survey in May 1999.
 MD1710
 MD1710.The orthometric height was scaled from a topographic map.
 MD1710
 MD1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1710.GEOID18 height accuracy estimate available here.
 MD1710
 MD1710.Click photographs - Photos may exist for this station.
 MD1710
 MD1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1710
 MD1710. The following values were computed from the NAD 83(1997) position.
 MD1710
 MD1710;                    North         East     Units Scale Factor Converg.
 MD1710;SPC IN E     -   710,357.211    87,088.306   MT  0.99996872   -0 06 10.8
 MD1710;SPC IN E     - 2,330,563.62    285,722.22   sFT  0.99996872   -0 06 10.8
 MD1710;UTM  16      - 4,611,188.732   598,126.563   MT  0.99971849   +0 46 59.2
 MD1710
 MD1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1710!SPC IN E     -   0.99996606  x   0.99996872  =   0.99993478
 MD1710!UTM  16      -   0.99996606  x   0.99971849  =   0.99968456
 MD1710
 MD1710:                Primary Azimuth Mark                     Grid Az
 MD1710:SPC IN E     -  WEAVER                                   142 41 18.6
 MD1710:UTM  16      -  WEAVER                                   141 48 08.6
 MD1710
 MD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9812611188(NAD 83)
 MD1710
 MD1710|---------------------------------------------------------------------|
 MD1710| PID    Reference Object                     Distance      Geod. Az  |
 MD1710|                                                           dddmmss.s |
 MD1710| CC9148 PINE AZ MK                                         0074601.1 |
 MD1710| CC9149 PINE RM 1                            29.456 METERS 08027     |
 MD1710| MD1719 WEAVER                              APPROX. 9.5 KM 1423507.8 |
 MD1710| CC9151 PINE RM 3                            56.038 METERS 14655     |
 MD1710| CC9150 PINE RM 2                            30.440 METERS 16452     |
 MD1710|---------------------------------------------------------------------|
 MD1710
 MD1710                          SUPERSEDED SURVEY CONTROL
 MD1710
 MD1710  NAD 83(1994)-  41 38 47.05803(N)    085 49 17.97772(W) AD(       ) 1
 MD1710  NAD 83(1986)-  41 38 47.05867(N)    085 49 17.98186(W) AD(       ) 1
 MD1710  NAD 27      -  41 38 46.87830(N)    085 49 18.00080(W) AD(       ) 1
 MD1710
 MD1710.Superseded values are not recommended for survey control.
 MD1710
 MD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1710.See file dsdata.pdf to determine how the superseded data were derived.
 MD1710
 MD1710_MARKER: DS = TRIANGULATION STATION DISK
 MD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1710_STAMPING: PINE 1947
 MD1710_MARK LOGO: CGS
 MD1710_PROJECTION: FLUSH
 MD1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1710+STABILITY: SURFACE MOTION
 MD1710
 MD1710  HISTORY     - Date     Condition        Report By
 MD1710  HISTORY     - 1947     MONUMENTED       CGS
 MD1710  HISTORY     - 1958     GOOD             CGS
 MD1710  HISTORY     - 1980     GOOD             IN-039
 MD1710
 MD1710                          STATION DESCRIPTION
 MD1710
 MD1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1710'STATION IS LOCATED ABOUT 4 MILES NORTH OF GOSHEN ON THE GROUNDS OF THE
 MD1710'JEFFERSON TOWNSHIP SCHOOL.  IT IS 419 FEET NORTHWEST OF THE
 MD1710'INTERSECTION OF A PAVED ROAD EAST AND A GRAVEL ROAD WEST WITH STATE
 MD1710'HIGHWAY NO. 15, 182 FEET NORTH OF THE NORTHEAST CORNER OF SCHOOL
 MD1710'BUILDING, 150 FEET WEST OF THE CENTERLINE OF HIGHWAY AND 15 FEET SOUTH
 MD1710'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1710'PINE 1947.
 MD1710'
 MD1710'REFERENCE MARK NO. 1 IS 96.64 FEET EAST OF THE STATION.  IT IS 53 FEET
 MD1710'WEST OF THE CENTERLINE OF HIGHWAY, 2 FEET WEST OF A POWERLINE POLE AND
 MD1710'IN AN EAST-WEST FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1710'STAMPED PINE NO 1 1947.
 MD1710'
 MD1710'REFERENCE MARK NO. 2 IS 99.87 FEET SOUTH OF THE STATION.  IT IS 122
 MD1710'FEET WEST OF THE CENTERLINE OF HIGHWAY AND 85 FEET NORTH OF THE
 MD1710'NORTHEAST CORNER OF SCHOOL.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1710'PINE NO 2 1947.
 MD1710'
 MD1710'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS 29 FEET
 MD1710'EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 15, 6 FEET NORTH OF A
 MD1710'WHITE WITNESS POST, 2 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT WEST
 MD1710'OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1710'PINE 1947.
 MD1710'
 MD1710'TO REACH THE STATION FROM THE ELKHART COUNTY COURTHOUSE IN GOSHEN GO
 MD1710'NORTH ON STATE HIGHWAY NO. 15 FOR 4.3 MILE TO SCHOOL ON THE LEFT AND
 MD1710'STATION AS DESCRIBED, CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH MARK
 MD1710'ON THE RIGHT.
 MD1710'
 MD1710'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1710
 MD1710                          STATION RECOVERY (1958)
 MD1710
 MD1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 MD1710'THIS STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION,
 MD1710'ALL BUT R.M.  NO. 2 WERE
 MD1710'RECOVERED IN GOOD CONDITION, THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 MD1710'STATION BY A NEW HOUSE, R.M. NO. 2
 MD1710'HAD BEEN PUSHED OUT WHEN NEW ADDITION WAS CONSTRUCTED ON THE
 MD1710'NORTH SIDE OF THE SCHOOL.
 MD1710'
 MD1710'REFERENCE MARK NO. 3 IS 183.85 FEET FROM STATION IN AZIMUTH 326 DEG
 MD1710'54 MIN 09 SEC, 169.90 FEET SOUTH OF
 MD1710'R.M. NO. 1, 76.6 FEET EAST NORTHEAST OF SOUTHEAST CORNER OF NEW PART
 MD1710'OF SCHOOL BUILDING, 48.2 FEET WEST
 MD1710'OF THE CENTER LINE OF STATE HIGHWAY 15, 18.9 FEET WEST
 MD1710'OF POWER POLE NO. 654 - 229, THE MARK PROJECTS 1
 MD1710'INCH AND THE DISK IS STAMPED PINE NO 3
 MD1710'1947.
 MD1710'
 MD1710'STATION IS 1.35 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION
 MD1710'WITH U.S. HIGHWAY 20.
 MD1710
 MD1710                          STATION RECOVERY (1980)
 MD1710
 MD1710'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1710'PINE 1947 STATION FOUND 35.1 FEET WNW OF NE CORNER OF JEFFERSON
 MD1710'ELEMENTARY SCHOOL.
 MD1710'
 MD1710'PINE NO. 1 1947 FOUND AS DESCRIBED.
 MD1710'
 MD1710'PINE NO. 3 1947 FOUND AS DESCRIBED.
 MD1710'
 MD1710'AZIMUTH MARK NOT FOUND, PRESUMED DESTROYED BY SUBDIVISION
 MD1710'DEVELOPMENT.
 MD1710'
 MD1710'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 MD1710'GOSHEN, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1711 ***********************************************************************
 JA1711  DESIGNATION -  PINHOOK
 JA1711  PID         -  JA1711
 JA1711  STATE/COUNTY-  IN/LAWRENCE
 JA1711  COUNTRY     -  US
 JA1711  USGS QUAD   -  TUNNELTON (2019)
 JA1711
 JA1711                         *CURRENT SURVEY CONTROL
 JA1711  ______________________________________________________________________
 JA1711* NAD 83(1997) POSITION- 38 48 36.63683(N) 086 20 36.43860(W)   ADJUSTED
 JA1711* NAVD 88 ORTHO HEIGHT -   241.64  (+/-2cm)      792.8   (feet) VERTCON3
 JA1711  ______________________________________________________________________
 JA1711  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 JA1711  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 JA1711  HORZ ORDER      -  FIRST
 JA1711  VERT ORDER      -  THIRD ? (See Below)
 JA1711
 JA1711.The horizontal coordinates were established by classical geodetic methods
 JA1711.and adjusted by the National Geodetic Survey in May 1999.
 JA1711
 JA1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1711
 JA1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1711.GEOID18 height accuracy estimate available here.
 JA1711
 JA1711.The vertical order pertains to the NGVD 29 superseded value.
 JA1711
 JA1711.Click photographs - Photos may exist for this station.
 JA1711
 JA1711.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1711
 JA1711. The following values were computed from the NAD 83(1997) position.
 JA1711
 JA1711;                    North         East     Units Scale Factor Converg.
 JA1711;SPC IN W     -   395,684.090   964,262.131   MT  1.00001750   +0 27 49.4
 JA1711;SPC IN W     - 1,298,173.55  3,163,583.34   sFT  1.00001750   +0 27 49.4
 JA1711;UTM  16      - 4,295,916.750   557,003.230   MT  0.99964001   +0 24 41.4
 JA1711
 JA1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1711!SPC IN W     -   0.99996729  x   1.00001750  =   0.99998479
 JA1711!UTM  16      -   0.99996729  x   0.99964001  =   0.99960732
 JA1711
 JA1711:                Primary Azimuth Mark                     Grid Az
 JA1711:SPC IN W     -  PINHOOK AZ MK                            351 20 44.7
 JA1711:UTM  16      -  PINHOOK AZ MK                            351 23 52.7
 JA1711
 JA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5700395916(NAD 83)
 JA1711
 JA1711|---------------------------------------------------------------------|
 JA1711| PID    Reference Object                     Distance      Geod. Az  |
 JA1711|                                                           dddmmss.s |
 JA1711| CG9691 PINHOOK RM 1                         38.140 METERS 17702     |
 JA1711| CG9692 PINHOOK RM 2                         42.465 METERS 26631     |
 JA1711| CG9690 PINHOOK AZ MK                                      3514834.1 |
 JA1711|---------------------------------------------------------------------|
 JA1711
 JA1711                          SUPERSEDED SURVEY CONTROL
 JA1711
 JA1711  NAD 83(1986)-  38 48 36.64164(N)    086 20 36.44046(W) AD(       ) 1
 JA1711  NAD 27      -  38 48 36.45100(N)    086 20 36.48700(W) AD(       ) 1
 JA1711  NGVD 29             241.76   (m)          793.2    (f) LEVELING    3  
 JA1711
 JA1711.Superseded values are not recommended for survey control.
 JA1711
 JA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1711.See file dsdata.pdf to determine how the superseded data were derived.
 JA1711
 JA1711_MARKER: DS = TRIANGULATION STATION DISK
 JA1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1711_STAMPING: PINHOOK 1946
 JA1711_MARK LOGO: CGS
 JA1711_PROJECTION: RECESSED 30 CENTIMETERS
 JA1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1711+STABILITY: SURFACE MOTION
 JA1711
 JA1711  HISTORY     - Date     Condition        Report By
 JA1711  HISTORY     - 1946     MONUMENTED       CGS
 JA1711  HISTORY     - 1967     GOOD             CGS
 JA1711
 JA1711                          STATION DESCRIPTION
 JA1711
 JA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1711'THIS STATION IS NEAR THE SOUTHWEST CORNER OF A LARGE FIELD, ON THE
 JA1711'HIGHEST POINT OF A LONG RIDGE, ABOUT 8 MILES SOUTHEAST FROM
 JA1711'BEDFORD AND ABOUT 9 MILES NORTHEAST FROM MITCHELL, ON PROPERTY OF MR.
 JA1711'OTHMYR CRAWFORD. IT IS ABOUT 100 YARDS EAST OF A WHITE FARMHOUSE,
 JA1711'157 FEET EAST OF A GRAVEL ROAD AND 36 FEET NORTH OF A 12-INCH WALNUT
 JA1711'TREE. THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JA1711'PINHOOK 1946.
 JA1711'
 JA1711'REFERENCE MARK NO. 1 IS 125.13 FEET SOUTH OF THE STATION, 20 FEET
 JA1711'NORTH OF A GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK
 JA1711'PROJECTS 6 INCHES AND THE DISK IS STAMPED PINHOOK 1946 1.
 JA1711'
 JA1711'REFERENCE MARK NO. 2 IS 139.32 FEET WEST OF THE STATION, 20 FEET EAST
 JA1711'OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 JA1711'6 INCHES AND THE DISK IS STAMPED PINHOOK 1946 2.
 JA1711'
 JA1711'THE AZIMUTH MARK IS 0.3 MILE NORTH FROM THE STATION, 22 FEET WEST OF
 JA1711'THE GRAVEL ROAD WHICH LEADS TO THE STATION, 58 FEET SOUTH OF A
 JA1711'GRAVEL SIDE ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 JA1711'PROJECTS 6 INCHES AND THE DISK IS STAMPED PINHOOK 1946.
 JA1711'
 JA1711'TO REACH FROM THE COURTHOUSE IN BEDFORD, GO EAST ON U.S. ROUTE 50 FOR
 JA1711'7.5 MILES TO THE FAIRVIEW CABINS ON THE LEFT, THEN CONTINUE EAST
 JA1711'ON THE HIGHWAY FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 JA1711'0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.9 MILES TO A
 JA1711'CROSSROAD, TURN RIGHT AND GO 0.5 MILE TO A FORK JUST BEFORE REACHING
 JA1711'A BRIDGE, TAKE LEFT FORK AND GO 2.3 MILES TO A CROSSROAD, TURN
 JA1711'RIGHT AND FOLLOW WINDING ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT,
 JA1711'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A WHITE FARMHOUSE ON THE
 JA1711'RIGHT AND THE STATION ON THE LEFT IN FIELD.
 JA1711'
 JA1711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1711
 JA1711                          STATION RECOVERY (1967)
 JA1711
 JA1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1711'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 JA1711'FOUND IN GOOD CONDITION AT THIS TIME. THE DESCRIPTION IS
 JA1711'GOOD WITH SOME CHANGES IN THE TO REACH AND THE BELOW CHANGES.
 JA1711'
 JA1711'REFERENCE MARK 1 IS NOW FLUSH WITH THE SURFACE OF THE GROUND.
 JA1711'
 JA1711'REFERENCE MARK 2 IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 JA1711'
 JA1711'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 1 FOOT SOUTH OF A
 JA1711'METAL WITNESS POST. THE ROADS AT THE AZIMUTH MARK ARE NOW PAVED.
 JA1711'
 JA1711'TO REACH THE STATION FROM THE COURTHOUSE IN BEDFORD, GO EAST ON U.S.
 JA1711'HIGHWAY 50 FOR 8.65 MILES TO A PAVED SIDE ROAD RIGHT. TURN RIGHT
 JA1711'ON THE PAVED ROAD FOR 0.1 MILE TO A ROAD FORK. TAKE THE RIGHT FOR 1.9
 JA1711'MILES TO A T ROAD INTERSECTION. TURN RIGHT ON THE
 JA1711'PAVED ROAD FOR 0.5 MILE TO THE FORK OF THREE ROADS. TAKE THE LEFT
 JA1711'FORK FOR 2.3 MILES TO A T ROAD INTERSECTION. TURN RIGHT AND
 JA1711'FOLLOW THE ROAD FOR 0.8 MILE TO A PAVED SIDE ROAD RIGHT AND THE
 JA1711'AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTH ON THE PAVED ROAD FOR
 JA1711'0.3 MILE TO THE STATION ON THE LEFT.
 JA1711'
 JA1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES SOUTHEAST
 JA1711'OF BEDFORD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1961 ***********************************************************************
 KA1961  DESIGNATION -  PITTSBORO MUNICIPAL TANK
 KA1961  PID         -  KA1961
 KA1961  STATE/COUNTY-  IN/HENDRICKS
 KA1961  COUNTRY     -  US
 KA1961  USGS QUAD   -  BROWNSBURG (2019)
 KA1961
 KA1961                         *CURRENT SURVEY CONTROL
 KA1961  ______________________________________________________________________
 KA1961* NAD 83(1997) POSITION- 39 51 53.18818(N) 086 28 06.22065(W)   ADJUSTED
 KA1961  ______________________________________________________________________
 KA1961  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 KA1961  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 KA1961  HORZ ORDER      -  THIRD
 KA1961
 KA1961.The horizontal coordinates were established by classical geodetic methods
 KA1961.and adjusted by the National Geodetic Survey in May 1999.
 KA1961
 KA1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1961.GEOID18 height accuracy estimate available here.
 KA1961
 KA1961.Click photographs - Photos may exist for this station.
 KA1961
 KA1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1961
 KA1961. The following values were computed from the NAD 83(1997) position.
 KA1961
 KA1961;                    North         East     Units Scale Factor Converg.
 KA1961;SPC IN W     -   512,684.579   952,613.854   MT  1.00000073   +0 23 39.0
 KA1961;SPC IN W     - 1,682,032.66  3,125,367.29   sFT  1.00000073   +0 23 39.0
 KA1961;UTM  16      - 4,412,883.888   545,467.177   MT  0.99962545   +0 20 26.7
 KA1961
 KA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4546712883(NAD 83)
 KA1961
 KA1961                          SUPERSEDED SURVEY CONTROL
 KA1961
 KA1961  NAD 83(1986)-  39 51 53.19265(N)    086 28 06.21795(W) AD(       ) 3
 KA1961  NAD 27      -  39 51 53.02700(N)    086 28 06.23400(W) AD(       ) 3
 KA1961
 KA1961.Superseded values are not recommended for survey control.
 KA1961
 KA1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1961.See file dsdata.pdf to determine how the superseded data were derived.
 KA1961
 KA1961_MARKER: 53 = ELEVATED TANK
 KA1961
 KA1961  HISTORY     - Date     Condition        Report By
 KA1961  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1961  HISTORY     - 1948     GOOD             CGS
 KA1961  HISTORY     - 1957     GOOD             CGS
 KA1961
 KA1961                          STATION DESCRIPTION
 KA1961
 KA1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1961'THIS STATION IS A WATER TANK LOCATED IN THE WESTERN PART OF THE
 KA1961'VILLAGE OF PITTSBORO, 400 FEET N OF STATE HIGHWAY 34 AND 30 FEET
 KA1961'W OF OSBORN AVENUE, BUILT IN 1931 AND IS QUITE PROMINENT.
 KA1961'
 KA1961'THE TANK HAS FOUR STEEL TRUSSWORK LEGS ABOUT 100 FEET HIGH, THE
 KA1961'VERTICAL SECTION IS ABOUT 25 FEET HIGH AND IS PAINTED SILVER. THE
 KA1961'CONICAL ROOF HAS A SILVER BALL AT ITS APEX. THE TOTAL HEIGHT IS 125
 KA1961'FEET.
 KA1961
 KA1961                          STATION RECOVERY (1948)
 KA1961
 KA1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 KA1961'RECOVERED. TANK IS 120 FEET W OF SCHOOL STREET AND 210 FEET N OF THE
 KA1961'MAIN E-W STREET.
 KA1961
 KA1961                          STATION RECOVERY (1957)
 KA1961
 KA1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1961'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 KA1961'ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2352 ***********************************************************************
 ME2352  DESIGNATION -  PLACE
 ME2352  PID         -  ME2352
 ME2352  STATE/COUNTY-  IN/LA PORTE
 ME2352  COUNTRY     -  US
 ME2352  USGS QUAD   -  HAMLET (2019)
 ME2352
 ME2352                         *CURRENT SURVEY CONTROL
 ME2352  ______________________________________________________________________
 ME2352* NAD 83(1997) POSITION- 41 29 27.30824(N) 086 31 38.57982(W)   ADJUSTED
 ME2352* NAVD 88 ORTHO HEIGHT -   212.31  (+/-2cm)      696.6   (feet) VERTCON3
 ME2352  ______________________________________________________________________
 ME2352  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 ME2352  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 ME2352  HORZ ORDER      -  THIRD
 ME2352  VERT ORDER      -  THIRD ? (See Below)
 ME2352
 ME2352.The horizontal coordinates were established by classical geodetic methods
 ME2352.and adjusted by the National Geodetic Survey in May 1999.
 ME2352
 ME2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2352
 ME2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2352.GEOID18 height accuracy estimate available here.
 ME2352
 ME2352.The vertical order pertains to the NGVD 29 superseded value.
 ME2352
 ME2352.Click photographs - Photos may exist for this station.
 ME2352
 ME2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2352
 ME2352. The following values were computed from the NAD 83(1997) position.
 ME2352
 ME2352;                    North         East     Units Scale Factor Converg.
 ME2352;SPC IN W     -   693,226.398   946,424.726   MT  0.99999318   +0 22 06.0
 ME2352;SPC IN W     - 2,274,360.27  3,105,061.79   sFT  0.99999318   +0 22 06.0
 ME2352;UTM  16      - 4,593,363.851   539,451.466   MT  0.99961915   +0 18 47.2
 ME2352
 ME2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2352!SPC IN W     -   0.99997201  x   0.99999318  =   0.99996519
 ME2352!UTM  16      -   0.99997201  x   0.99961915  =   0.99959117
 ME2352
 ME2352:                Primary Azimuth Mark                     Grid Az
 ME2352:SPC IN W     -  PLACE AZ MK                              131 44 04.6
 ME2352:UTM  16      -  PLACE AZ MK                              131 47 23.4
 ME2352
 ME2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3945193363(NAD 83)
 ME2352
 ME2352|---------------------------------------------------------------------|
 ME2352| PID    Reference Object                     Distance      Geod. Az  |
 ME2352|                                                           dddmmss.s |
 ME2352| CM4381 PLACE RM 1                           23.207 METERS 00929     |
 ME2352| CM4380 PLACE AZ MK                                        1320610.6 |
 ME2352| ME2350 TT 42 F                              23.516 METERS 24846     |
 ME2352|---------------------------------------------------------------------|
 ME2352
 ME2352                          SUPERSEDED SURVEY CONTROL
 ME2352
 ME2352  NAD 83(1986)-  41 29 27.31145(N)    086 31 38.58545(W) AD(       ) 3
 ME2352  NAD 27      -  41 29 27.15170(N)    086 31 38.53420(W) AD(       ) 3
 ME2352  NGVD 29             212.42   (m)          696.9    (f) LEVELING    3  
 ME2352
 ME2352.Superseded values are not recommended for survey control.
 ME2352
 ME2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2352.See file dsdata.pdf to determine how the superseded data were derived.
 ME2352
 ME2352_MARKER: DS = TRIANGULATION STATION DISK
 ME2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2352_STAMPING: PLACE 1952
 ME2352_MARK LOGO: CGS
 ME2352_PROJECTION: FLUSH
 ME2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2352+STABILITY: SURFACE MOTION
 ME2352
 ME2352  HISTORY     - Date     Condition        Report By
 ME2352  HISTORY     - 1952     MONUMENTED       CGS
 ME2352
 ME2352                          STATION DESCRIPTION
 ME2352
 ME2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2352'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF WALKERTON ON PROPERTY
 ME2352'OWNED BY W.W.  PLACE.  IT IS 89 FEET EAST OF THE INTERSECTION OF STATE
 ME2352'HIGHWAY 104 AND GRAVEL ROAD WEST, 67 FEET SOUTH OF THE SOUTHWEST
 ME2352'CORNER OF A BARN, 34 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 ME2352'104, 11 FEET SOUTHEAST OF A FENCE CORNER AND 4 FEET NORTHWEST OF A
 ME2352'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED PLACE
 ME2352'1952.
 ME2352'
 ME2352'REFERENCE MARK NO. 1 IS 70 FEET EAST OF A FENCE LINE AND 1 FOOT SOUTH
 ME2352'OF THE SOUTH SIDE OF A BARN.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 ME2352'STAMPED PLACE NO 1 1952.
 ME2352'
 ME2352'TT 42 F (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 46 FEET
 ME2352'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 104 AND GRAVEL ROAD
 ME2352'WEST, 37 FEET WEST OF THE CENTER OF STATE HIGHWAY 104 AND 4 FEET
 ME2352'SOUTHWEST OF A TEN INCH WALNUT TREE.  THE MARK IS A 6 X 6 INCH
 ME2352'CONCRETE POST THAT PROJECTS 1 INCH WITH A BRONZE U.S. GEOLOGICAL
 ME2352'SURVEY BENCH MARK DISK STAMPED TT STA NO 42 F 1928.
 ME2352'
 ME2352'AZIMUTH MARK IS 59 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 104, 15
 ME2352'FEET EAST OF THE CENTER OF THE COUNTY LINE ROAD, 5 FEET NORTHEAST OF A
 ME2352'POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME2352'PROJECTS 2 INCHES AND THE DISK IS STAMPED PLACE 1952.
 ME2352'
 ME2352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2352'HIGHWAY 104, ABOUT 0.6 MILE WEST OF WALKERTON, GO NORTHWEST ON STATE
 ME2352'HIGHWAY 104 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ME2352'DESCRIBED.  CONTINUE NORTHWEST ON HIGHWAY FOR 0.15 MILE TO THE STATION
 ME2352'ON THE RIGHT AS DESCRIBED.
 ME2352'
 ME2352'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1958 ***********************************************************************
 KA1958  DESIGNATION -  PLAIN
 KA1958  PID         -  KA1958
 KA1958  STATE/COUNTY-  IN/HENDRICKS
 KA1958  COUNTRY     -  US
 KA1958  USGS QUAD   -  PLAINFIELD (2019)
 KA1958
 KA1958                         *CURRENT SURVEY CONTROL
 KA1958  ______________________________________________________________________
 KA1958* NAD 83(1997) POSITION- 39 41 29.33646(N) 086 25 06.46868(W)   ADJUSTED
 KA1958* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 KA1958  ______________________________________________________________________
 KA1958  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 KA1958  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 KA1958  HORZ ORDER      -  FIRST
 KA1958
 KA1958.The horizontal coordinates were established by classical geodetic methods
 KA1958.and adjusted by the National Geodetic Survey in May 1999.
 KA1958
 KA1958.The orthometric height was scaled from a topographic map.
 KA1958
 KA1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1958.GEOID18 height accuracy estimate available here.
 KA1958
 KA1958.Click photographs - Photos may exist for this station.
 KA1958
 KA1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1958
 KA1958. The following values were computed from the NAD 83(1997) position.
 KA1958
 KA1958;                    North         East     Units Scale Factor Converg.
 KA1958;SPC IN W     -   493,474.875   957,028.825   MT  1.00000669   +0 25 28.7
 KA1958;SPC IN W     - 1,619,008.82  3,139,852.07   sFT  1.00000669   +0 25 28.7
 KA1958;UTM  16      - 4,393,677.303   549,862.617   MT  0.99963061   +0 22 17.1
 KA1958
 KA1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1958!SPC IN W     -   0.99996723  x   1.00000669  =   0.99997392
 KA1958!UTM  16      -   0.99996723  x   0.99963061  =   0.99959785
 KA1958
 KA1958:                Primary Azimuth Mark                     Grid Az
 KA1958:SPC IN W     -  PLAIN AZ MK                              358 38 25.4
 KA1958:UTM  16      -  PLAIN AZ MK                              358 41 37.0
 KA1958
 KA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4986293677(NAD 83)
 KA1958
 KA1958|---------------------------------------------------------------------|
 KA1958| PID    Reference Object                     Distance      Geod. Az  |
 KA1958|                                                           dddmmss.s |
 KA1958| KA1962 BROWNSBURG MUNICIPAL TANK           APPROX.16.8 KM 0061227.1 |
 KA1958| KA1959 PLAINFIELD MUNICIPAL TANK           APPROX. 2.1 KM 0580718.4 |
 KA1958| CC9153 PLAIN RM 1                           29.815 METERS 07347     |
 KA1958| CC9154 PLAIN RM 2                           31.162 METERS 19232     |
 KA1958| KA1960 INDIANAPOLIS ST LOU AWY BCN 22      APPROX. 1.7 KM 2601537.8 |
 KA1958| KA1999 DANVILLE MUNICIPAL STANDPIPE        APPROX.12.1 KM 3095213.3 |
 KA1958| KA1961 PITTSBORO MUNICIPAL TANK            APPROX.19.7 KM 3472855.8 |
 KA1958| CC9152 PLAIN AZ MK                                        3590354.1 |
 KA1958|---------------------------------------------------------------------|
 KA1958
 KA1958                          SUPERSEDED SURVEY CONTROL
 KA1958
 KA1958  NAD 83(1986)-  39 41 29.33487(N)    086 25 06.46883(W) AD(       ) 1
 KA1958  NAD 27      -  39 41 29.16800(N)    086 25 06.49200(W) AD(       ) 1
 KA1958
 KA1958.Superseded values are not recommended for survey control.
 KA1958
 KA1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1958.See file dsdata.pdf to determine how the superseded data were derived.
 KA1958
 KA1958_MARKER: DS = TRIANGULATION STATION DISK
 KA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1958_STAMPING: PLAIN 1939
 KA1958_MARK LOGO: CGS
 KA1958_PROJECTION: RECESSED 30 CENTIMETERS
 KA1958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1958+STABILITY: SURFACE MOTION
 KA1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1958+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2008
 KA1958
 KA1958  HISTORY     - Date     Condition        Report By
 KA1958  HISTORY     - 1939     MONUMENTED       CGS
 KA1958  HISTORY     - 1940     GOOD             INHD
 KA1958  HISTORY     - 1955     GOOD             CGS
 KA1958  HISTORY     - 1960     GOOD             CGS
 KA1958  HISTORY     - 1980     GOOD             NGS
 KA1958  HISTORY     - 19800321 GOOD             NGS
 KA1958  HISTORY     - 20080818 GOOD             BFSINC
 KA1958
 KA1958                          STATION DESCRIPTION
 KA1958
 KA1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1958'THIS STATION IS LOCATED ABOUT 1.0 MILE SW OF PLAINFIELD, 0.35 MILE S
 KA1958'OF U.S. HIGHWAY 40, IN THE NW CORNER OF A PASTURE, ON THE E
 KA1958'SIDE OF A GRAVEL ROAD, ON PROPERTY BELONGING TO THE INDIANA BOYS
 KA1958'SCHOOL. THE MARK IS SET 34 FEET SE OF NW CONCRETE CORNER POST,
 KA1958'26 FEET S OF THE N FENCE LINE, 23 FEET E OF THE W FENCE LINE AND A
 KA1958'STANDARD REFERENCE POST. THE SURFACE OF THE MARK IS 12 INCHES
 KA1958'BELOW THE GROUND.
 KA1958'
 KA1958'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KA1958'DISKS SET IN CONCRETE.
 KA1958'
 KA1958'REFERENCE MARK NO. 1 IS ENE OF THE STATION, SET 1 FOOT S OF THE N
 KA1958'FENCE LINE, 117 FEET E OF THE NW FENCE CORNER, 40 FEET NW OF A
 KA1958'24-INCH TREE. THE MARK PROJECTS 4 INCHES.
 KA1958'
 KA1958'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 1 FOOT E OF THE W FENCE
 KA1958'LINE, 125 FEET S OF THE NW CORNER POST. THE MARK PROJECTS 6
 KA1958'INCHES.
 KA1958'
 KA1958'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE N OF THE STATION, SET 2
 KA1958'FEET NE OF THE NW CORNER POST OF THE PASTURE, 39 FEET S OF THE
 KA1958'CENTER LINE OF U.S. HIGHWAY 40, 23 FEET E OF THE CENTERLINE OF THE
 KA1958'GRAVEL ROAD S. THE MARK PROJECTS 4 INCHES.
 KA1958'
 KA1958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 267 AND U.S.
 KA1958'HIGHWAY 40 IN PLAINFIELD, GO SW ON U.S. HIGHWAY 40 FOR 0.9 MILE
 KA1958'TO A GRAVEL T-ROAD S, TURN S AND GO 0.35 MILE TO THE STATION ON THE
 KA1958'LEFT.
 KA1958'
 KA1958'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 KA1958
 KA1958                          STATION RECOVERY (1940)
 KA1958
 KA1958'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1940
 KA1958'ON ACCOUNT OF HIGHWAY CONSTRUCTION THE AZIMUTH MARK FOR STATION PLAIN
 KA1958'HAS BEEN MOVED 111.79 FEET NEARER TO THE STATION MARK,
 KA1958'MAKING IT APPROXIMATELY 0.3 MILE DISTANT. THE NEW MARK WAS SET ON A
 KA1958'DIRECT LINE FROM THE OLD MARK TO THE STATION. A 42-INCH ELM
 KA1958'TREE IS 87 FEET E OF NEW AZIMUTH MARK. THE NEW POSITION OF AZIMUTH
 KA1958'MARK IS 71.9 FEET FROM APRON CORNER OF CONCRETE HIGHWAY, AND
 KA1958'54.8 FEET FROM S END OF HEADWALL OF THE W END OF BRIDGE OR CULVERT
 KA1958'ACROSS SIDE ROAD.
 KA1958
 KA1958                          STATION RECOVERY (1955)
 KA1958
 KA1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1958'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. THE ORIGINAL
 KA1958'DESCRIPTION IS ADEQUATE EXCEPT FOR THE DESCRIPTION OF THE AZIMUTH
 KA1958'MARK. THIS MONUMENT WAS MOVED AS DESCRIBED IN 1940 RECOVERY NOTE BY
 KA1958'THE INDIANA STATE HIGHWAY COMMISSION.
 KA1958
 KA1958                          STATION RECOVERY (1960)
 KA1958
 KA1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 KA1958'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KA1958'CONDITION.  THE STATION IS A STANDARD USC AND
 KA1958'GS DISK, ABOUT 12 INCH BELOW THE GROUND, STAMPED PLAIN 1939.
 KA1958
 KA1958                          STATION RECOVERY (1980)
 KA1958
 KA1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (TS)
 KA1958'PLAIN - APPEARS A GAS LINE HAS BEEN PUT IN IN LINE W/MARKS.
 KA1958'PROP. IS NOW IND. YOUTH CNTR.  I TALKED TO PROP. OWNER ACROSS ST.
 KA1958'FROM AZ MK.  HE SAYS THERE WAS NOT A 42 INCH ELM TREE IN 1953 WHEN
 KA1958'HE BOUGHT PROP. HOWEVER, 1955 REC. BY H.J. BOZZO DOES NOT MENTION
 KA1958'THIS TREE AS GONE.
 KA1958'
 KA1958'DISTANCE AND DIRECTION FROM NEAREST TOWN--.9 MI W OF PLAINFIELD.
 KA1958
 KA1958                          STATION RECOVERY (1980)
 KA1958
 KA1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KA1958'STATION MARK FOUND IN GOOD CONDITION, RM 2 FOUND IN GOOD CONDITION. RM
 KA1958'1 FOUND OUT OF GROUND.  THE AZIMUTH MARK WAS NOT FOUND.  THE STATION
 KA1958'IS LOCATED ABOUT 1 MILE (1.6 KM) SE OF PLAINFIELD, ON THE PROPERTY OF
 KA1958'THE INDIANA YOUTH CENTER, WHICH IS A CORRECTIONAL CENTER, ABOUT 0.35
 KA1958'MILE (0.56 KM) S OF U.S HIGHWAY 40.  TO REACH THE STATION FROM POST
 KA1958'OFFICE AT PLAINFIELD, GO S ON MILL ST FOR 0.1 MILE (0.2 KM) TO
 KA1958'JUNCTION OF U.S HIGHWAY 40.  GO RIGHT, SW ON HIGHWAY 40 FOR 0.9 MILE
 KA1958'(1.4 KM) TO A ROAD LEADING SOUTH.  TURN LEFT, AND GO SOUTH FOR 0.35
 KA1958'MILE (0.56 KM) TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 KA1958'AZIMUTH MARK FROM THE STATION, GO N FOR 0.35 MILE (0.56 KM) TO THE
 KA1958'HIGHWAY, THEN NE ALONG THE HIGHWAY FOR 0.2 MILE (0.3 KM) TO MARK ON
 KA1958'THE RIGHT.  STATION MARKS ARE STANDARD DISKS, STAMPED---PLAIN 1939---.
 KA1958'IT IS 135 FT (41.1 M) N OF CENERLINE OF ENTRANCE ROAD TO YOUTH CENTER,
 KA1958'126 FT (38.4 M) W OF AN 36 INCH BEECH TREE, 41 FT (12.5 M) E OF COUNTY
 KA1958'ROAD 600E, 74 FT (22.6 M) NE OF POWER LINE POLE 36 FT (11.0 M) S OF A
 KA1958'6 INCH CRAB APPLE TREE AND 30.2 FT (9.2 M) N OF N EDGE OF A ROW OF
 KA1958'HEDGE.  THE MARK IS UNDERGROUND 10 INCHES AND ABOUT LEVEL WITH THE
 KA1958'ROAD.  REFERENCE MARK 2, A STANDARD DISK, STAMPED---PLAIN NO 2
 KA1958'1939---.  IT IS 34 FT (10.4 M) N OF CENTERLINE OF ENTRANCE ROAD TO
 KA1958'YOUTH CENTER, 19 FT (5.8 M) E OF THE CENTERLINE OF COUNTY ROAD 600E,
 KA1958'28 FT (8.5 M) S OF THE POWER LINE POLE, 5 FT (1.5 M) SE OF THE SE END
 KA1958'OF CONCRETE CULVERT.  THE MARK PROJECTS 4 INCHES.  REFERENCE MARK 3, A
 KA1958'STANDARD DISK, STAMPED---PLAIN 1939 NO 3 1980---.  IT IS 162 FT (49.4
 KA1958'M) N OF CENTERLINE OF ROAD TO THE YOUTH CENTER, 135 FT (41.1 M) E OF
 KA1958'COUNTY ROAD 600E AND 47 FT (14.3 M) NW OF THE BEECH TREE.  THE MARK IS
 KA1958'FLUSH.  THE AZIMUTH MARK, A STANDARD DISK, STAMPED---PLAIN 1939
 KA1958'1980---.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF AND NEAR THE
 KA1958'CENTER OF A CONCRETE HEADWALL OF CULVERT ON THE S SIDE OF HIGHWAY 40
 KA1958'27 FT (8.2 M) S OF THE CENTERLINE OF THE EAST BOUND TRAFFIC OF THE
 KA1958'HIGHWAY, 19 FT (5.8 M) N OF THE RIGHT OF WAY FENCE LINE.  NOTE, MR
 KA1958'BILL COOPER THE MAINTENANCE ENGINEER FOR THE YOUTH CENTER SHOULD BE
 KA1958'CONTACTED BEFORE SETTING UP ON THE STATION.  AN POLARIS SHOULD BE
 KA1958'OBSERVED TO VERIFY STATION.
 KA1958
 KA1958                          STATION RECOVERY (2008)
 KA1958
 KA1958'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 KA1958'MARK IS 12 INCHES BELOW THE GROUND LEVEL AND IS WITNESSED BY A STEEL
 KA1958'POST WITH HENDRICKS COUNTY GPS MARKER SIGN.  STATIC GPS DATA WAS
 KA1958'COLLECTED ON THIS POINT AND PROCESSED BY NGS OPUS.  BE ADVISED, THE
 KA1958'COMPUTED COORDINATE VALUE VARIED FROM THE PUBLISHED DATASHEET BY 0.84
 KA1958'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2188 ***********************************************************************
 LA2188  DESIGNATION -  PLAIN
 LA2188  PID         -  LA2188
 LA2188  STATE/COUNTY-  IN/HUNTINGTON
 LA2188  COUNTRY     -  US
 LA2188  USGS QUAD   -  MOUNT ETNA (2019)
 LA2188
 LA2188                         *CURRENT SURVEY CONTROL
 LA2188  ______________________________________________________________________
 LA2188* NAD 83(1997) POSITION- 40 40 45.00363(N) 085 30 24.44338(W)   ADJUSTED
 LA2188* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 LA2188  ______________________________________________________________________
 LA2188  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 LA2188  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 LA2188  HORZ ORDER      -  SECOND
 LA2188
 LA2188.The horizontal coordinates were established by classical geodetic methods
 LA2188.and adjusted by the National Geodetic Survey in May 1999.
 LA2188
 LA2188.The orthometric height was scaled from a topographic map.
 LA2188
 LA2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2188.GEOID18 height accuracy estimate available here.
 LA2188
 LA2188.Click photographs - Photos may exist for this station.
 LA2188
 LA2188.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2188
 LA2188. The following values were computed from the NAD 83(1997) position.
 LA2188
 LA2188;                    North         East     Units Scale Factor Converg.
 LA2188;SPC IN E     -   602,942.986   113,515.833   MT  0.99996891   +0 06 15.2
 LA2188;SPC IN E     - 1,978,155.45    372,426.53   sFT  0.99996891   +0 06 15.2
 LA2188;UTM  16      - 4,504,214.581   626,190.404   MT  0.99979600   +0 58 24.4
 LA2188
 LA2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2188!SPC IN E     -   0.99996429  x   0.99996891  =   0.99993320
 LA2188!UTM  16      -   0.99996429  x   0.99979600  =   0.99976030
 LA2188
 LA2188:                Primary Azimuth Mark                     Grid Az
 LA2188:SPC IN E     -  S 202                                    003 15 22.2
 LA2188:UTM  16      -  S 202                                    002 23 13.0
 LA2188
 LA2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2619004214(NAD 83)
 LA2188
 LA2188|---------------------------------------------------------------------|
 LA2188| PID    Reference Object                     Distance      Geod. Az  |
 LA2188|                                                           dddmmss.s |
 LA2188| LA1763 S 202                                              0032137.4 |
 LA2188| CC9155 PLAIN RM 1                           28.964 METERS 01116     |
 LA2188| CC9156 PLAIN RM 2                           27.551 METERS 24517     |
 LA2188|---------------------------------------------------------------------|
 LA2188
 LA2188                          SUPERSEDED SURVEY CONTROL
 LA2188
 LA2188  NAD 83(1995)-  40 40 45.00533(N)    085 30 24.45520(W) AD(       ) 2
 LA2188  NAD 83(1986)-  40 40 45.00673(N)    085 30 24.45755(W) AD(       ) 2
 LA2188  NAD 27      -  40 40 44.84590(N)    085 30 24.55220(W) AD(       ) 2
 LA2188
 LA2188.Superseded values are not recommended for survey control.
 LA2188
 LA2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2188.See file dsdata.pdf to determine how the superseded data were derived.
 LA2188
 LA2188_MARKER: DS = TRIANGULATION STATION DISK
 LA2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2188_STAMPING: PLAIN 1948
 LA2188_MARK LOGO: CGS
 LA2188_PROJECTION: FLUSH
 LA2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2188+STABILITY: SURFACE MOTION
 LA2188
 LA2188  HISTORY     - Date     Condition        Report By
 LA2188  HISTORY     - 1948     MONUMENTED       CGS
 LA2188  HISTORY     - 1960     GOOD             IMECO
 LA2188
 LA2188                          STATION DESCRIPTION
 LA2188
 LA2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2188'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MT. ETNA, 4-1/2 MILES
 LA2188'WEST OF WARREN AND 4 MILES NORTH OF VAN BUREN.
 LA2188'
 LA2188'IT IS 54 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 36 FEET WEST OF
 LA2188'CENTER OF STATE HIGHWAY 221 AND 19 FEET WEST OF A WHITE WITNESS POST.
 LA2188'THE MARK IS FLUSH WITH THE GOUND AND THE DISK IS STAMPED PLAIN 1948.
 LA2188'
 LA2188'REFERENCE MARK NO. 1 IS 95.03 FEET NORTH OF STATION.  IT IS 19 FEET
 LA2188'WEST OF CENTER OF HIGHWAY 221 AND 1 FOOT WEST OF A FENCE.  THE MARK IS
 LA2188'FLUSH WITH THE GROUND AND THE DISK IS STAMPED PLAIN NO 1 1948.
 LA2188'
 LA2188'REFERENCE MARK NO. 2 IS 90.39 FEET SOUTHWEST OF STATION.  IT IS 1 FOOT
 LA2188'SOUTH OF THE NORTHEAST CORNER OF A BARN AND 1 FOOT EAST OF EAST SIDE
 LA2188'OF BARN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2188'PLAIN NO 2 1948.
 LA2188'
 LA2188'S 202 (USC AND GS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 0.25 MILE
 LA2188'NORTH OF STATION, 42 FEET EAST OF CENTER OF HIGHWAY 221, 16 FEET NORTH
 LA2188'OF CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS
 LA2188'AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 LA2188'DISK IS A STANDARD USC AND GS BM DISK STAMPED S 202 1946.
 LA2188'
 LA2188'TO REACH STATION FROM THE MAIN CROSS STREET IN VAN BUREN, GO NORTH ON
 LA2188'STATE HIGHWAY 221 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 218,
 LA2188'CONTINUE NORTH ON HIGHWAY 221 FOR 0.8 MILE TO STATION ON LEFT AS
 LA2188'DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO AZIMUTH MARK ON
 LA2188'RIGHT AS DESCRIBED.
 LA2188'
 LA2188'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2188
 LA2188                          STATION RECOVERY (1960)
 LA2188
 LA2188'RECOVERY NOTE BY INDIANA-MICHIGAN ELECTRIC COMPANY 1960 (MLL)
 LA2188'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE WITNESS POST
 LA2188'WAS DESTROYED.  STATION TO REFERENCE MARK 2 IS 90.55 FEET.  THE
 LA2188'STATION MARK IS FOUR INCHES UNDERGROUND.  STATION TO S 202 IS 1154.86
 LA2188'FEET.
 LA2188'
 LA2188'TO REACH GO TO AN EAST-WEST MACADAM ROAD DESIGNATED AS 1000 SOUTH, 41
 LA2188'FEET EAST OF THE CENTER LINE OF HIGHWAY 221, 25.2 FEET EAST OF A FENCE
 LA2188'CORNER, 10.1 FEET EAST OF A TELEPHONE POLE, 16 FEET NORTH OF THE
 LA2188'CENTER OF MACADAM ROAD 1,000 SOUTH, 2.7 FEET SOUTH OF THE FENCE LINE
 LA2188'REMAINDER OF DESCRIPTION ADEQUATE.
 LA2188'
 LA2188'THE AZIMUTH MARK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5389 ***********************************************************************
 DM5389  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5389  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5389  DESIGNATION -  PLAINFIELD CORS ARP
 DM5389  CORS_ID     -  INPL
 DM5389  PID         -  DM5389
 DM5389  STATE/COUNTY-  IN/HENDRICKS
 DM5389  COUNTRY     -  US
 DM5389  USGS QUAD   -  PLAINFIELD (2019)
 DM5389
 DM5389                         *CURRENT SURVEY CONTROL
 DM5389  ______________________________________________________________________
 DM5389* NAD 83(2011) POSITION- 39 41 30.68665(N) 086 23 39.85018(W)   ADJUSTED
 DM5389* NAD 83(2011) ELLIP HT-   193.526 (meters)        (04/??/25)   ADJUSTED
 DM5389* NAD 83(2011) EPOCH   -  2010.00
 DM5389* NAVD 88 ORTHO HEIGHT -   226.53  (meters)      743.2   (feet) GPS OBS
 DM5389  ______________________________________________________________________
 DM5389  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 DM5389  NAD 83(2011) X  -    309,080.636 (meters)                     COMP
 DM5389  NAD 83(2011) Y  - -4,905,049.642 (meters)                     COMP
 DM5389  NAD 83(2011) Z  -  4,051,841.029 (meters)                     COMP
 DM5389
 DM5389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5389  Standards:
 DM5389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5389  -------------------------------------------------------------------
 DM5389  NETWORK    0.15   0.16           0.05   0.06   0.08     -0.38833600
 DM5389  -------------------------------------------------------------------
 DM5389
 DM5389.The coordinates were established by GPS observations
 DM5389.and adjusted by the National Geodetic Survey in April 2025.
 DM5389
 DM5389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5389.been affixed to the stable North American Tectonic Plate. 
 DM5389
 DM5389.The coordinates are valid at the epoch date displayed above
 DM5389.which is a decimal equivalence of Year/Month/Day.
 DM5389
 DM5389.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5389.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5389.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5389.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5389.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5389.published epoch of 2010.00.
 DM5389
 DM5389.Additional information on MYCS is available at:
 DM5389.https://geodesy.noaa.gov/CORS/index.shtml
 DM5389
 DM5389.The orthometric height was determined by GPS observations and a
 DM5389.high-resolution geoid model using precise GPS observation and
 DM5389.processing techniques.
 DM5389
 DM5389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5389.GEOID18 height accuracy estimate available here.
 DM5389
 DM5389.The PID for the CORS L1 Phase Center is DS2891.
 DM5389
 DM5389.Click photographs - Photos may exist for this station.
 DM5389
 DM5389.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5389
 DM5389.The ellipsoidal height was determined by GPS observations
 DM5389.and is referenced to NAD 83.
 DM5389
 DM5389. The following values were computed from the NAD 83(2011) position.
 DM5389
 DM5389;                    North         East     Units Scale Factor Converg.
 DM5389;SPC IN W     -   493,532.089   959,092.315   MT  1.00000964   +0 26 24.0
 DM5389;SPC IN W     - 1,619,196.53  3,146,622.04   sFT  1.00000964   +0 26 24.0
 DM5389;UTM  16      - 4,393,732.578   551,925.383   MT  0.99963319   +0 23 12.4
 DM5389
 DM5389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5389!SPC IN W     -   0.99996964  x   1.00000964  =   0.99997928
 DM5389!UTM  16      -   0.99996964  x   0.99963319  =   0.99960284
 DM5389
 DM5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5192593732(NAD 83)
 DM5389
 DM5389                          SUPERSEDED SURVEY CONTROL
 DM5389
 DM5389  NAD 83(2011)-  39 41 30.68679(N)    086 23 39.85013(W) AD(2010.00) c
 DM5389  ELLIP H (06/??/19)  193.527  (m)                       GP(2010.00) c c
 DM5389  NAD 83(2011)-  39 41 30.68682(N)    086 23 39.85013(W) AD(2010.00) c
 DM5389  ELLIP H (08/??/11)  193.520  (m)                       GP(2010.00) c c
 DM5389  NAD 83(CORS)-  39 41 30.68726(N)    086 23 39.85107(W) AD(2002.00) c
 DM5389  ELLIP H (02/??/11)  193.504  (m)                       GP(2002.00) c c
 DM5389
 DM5389.Superseded values are not recommended for survey control.
 DM5389
 DM5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5389.See file dsdata.pdf to determine how the superseded data were derived.
 DM5389
 DM5389_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5389
 DM5389                          STATION DESCRIPTION
 DM5389
 DM5389'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5389'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5389'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5389'AND LOG FILES ACCESSIBLE AT:
 DM5389'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1496 ***********************************************************************
 MD1496  DESIGNATION -  PLATO
 MD1496  PID         -  MD1496
 MD1496  STATE/COUNTY-  IN/LAGRANGE
 MD1496  COUNTRY     -  US
 MD1496  USGS QUAD   -  MONGO (2019)
 MD1496
 MD1496                         *CURRENT SURVEY CONTROL
 MD1496  ______________________________________________________________________
 MD1496* NAD 83(1997) POSITION- 41 38 29.35414(N) 085 21 09.30482(W)   ADJUSTED
 MD1496* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 MD1496  ______________________________________________________________________
 MD1496  GEOID HEIGHT    -        -33.223 (meters)                     GEOID18
 MD1496  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 MD1496  HORZ ORDER      -  SECOND
 MD1496
 MD1496.The horizontal coordinates were established by classical geodetic methods
 MD1496.and adjusted by the National Geodetic Survey in May 1999.
 MD1496
 MD1496.The orthometric height was scaled from a topographic map.
 MD1496
 MD1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1496.GEOID18 height accuracy estimate available here.
 MD1496
 MD1496.Click photographs - Photos may exist for this station.
 MD1496
 MD1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1496
 MD1496. The following values were computed from the NAD 83(1997) position.
 MD1496
 MD1496;                    North         East     Units Scale Factor Converg.
 MD1496;SPC IN E     -   709,847.126   126,166.628   MT  0.99997509   +0 12 31.3
 MD1496;SPC IN E     - 2,328,890.11    413,931.68   sFT  0.99997509   +0 12 31.3
 MD1496;UTM  16      - 4,611,283.034   637,200.407   MT  0.99983165   +1 05 41.4
 MD1496
 MD1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1496!SPC IN E     -   0.99995708  x   0.99997509  =   0.99993217
 MD1496!UTM  16      -   0.99995708  x   0.99983165  =   0.99978874
 MD1496
 MD1496:                Primary Azimuth Mark                     Grid Az
 MD1496:SPC IN E     -  PLATO AZ MK                              132 01 20.7
 MD1496:UTM  16      -  PLATO AZ MK                              131 08 10.6
 MD1496
 MD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3720011283(NAD 83)
 MD1496
 MD1496|---------------------------------------------------------------------|
 MD1496| PID    Reference Object                     Distance      Geod. Az  |
 MD1496|                                                           dddmmss.s |
 MD1496| CC9157 PLATO AZ MK                                        1321352.0 |
 MD1496| MD1506 LAGRANGE MUNICIPAL TANK             APPROX. 5.5 KM 2722532.9 |
 MD1496| MD1510 LAGRANGE CO COURTHOUSE DOME         APPROX. 5.5 KM 2732435.8 |
 MD1496| CC9159 PLATO RM 2                           27.054 METERS 28035     |
 MD1496| MD1508 HOWE MILITARY ACADEMY STACK         APPROX.10.9 KM 3262600.2 |
 MD1496| CC9158 PLATO RM 1                           39.432 METERS 34131     |
 MD1496|---------------------------------------------------------------------|
 MD1496
 MD1496                          SUPERSEDED SURVEY CONTROL
 MD1496
 MD1496  NAD 83(1995)-  41 38 29.35356(N)    085 21 09.30672(W) AD(       ) 2
 MD1496  NAD 83(1994)-  41 38 29.35447(N)    085 21 09.30850(W) AD(       ) 2
 MD1496  NAD 83(1986)-  41 38 29.35447(N)    085 21 09.31354(W) AD(       ) 2
 MD1496  NAD 27      -  41 38 29.17270(N)    085 21 09.39360(W) AD(       ) 2
 MD1496
 MD1496.Superseded values are not recommended for survey control.
 MD1496
 MD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1496.See file dsdata.pdf to determine how the superseded data were derived.
 MD1496
 MD1496_MARKER: DS = TRIANGULATION STATION DISK
 MD1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1496_STAMPING: PLATO 1946
 MD1496_MARK LOGO: CGS
 MD1496_PROJECTION: FLUSH
 MD1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1496+STABILITY: SURFACE MOTION
 MD1496
 MD1496  HISTORY     - Date     Condition        Report By
 MD1496  HISTORY     - 1946     MONUMENTED       CGS
 MD1496  HISTORY     - 1960     GOOD             CGS
 MD1496  HISTORY     - 19940728 GOOD             USPSQD
 MD1496  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1496
 MD1496                          STATION DESCRIPTION
 MD1496
 MD1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1496'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 20 ABOUT 3-1/2
 MD1496'MILES EAST OF LAGRANGE AND ONE MILE WEST OF PLATO.  IT IS 73 FEET
 MD1496'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 25 FEET NORTHWEST OF THE
 MD1496'NORTHEAST CORNER OF A LARGE UNPAINTED BARN.  THE MARK IS FLUSH WITH
 MD1496'THE GROUND AND THE DISK IS STAMPED PLATO 1946.
 MD1496'
 MD1496'REFERENCE MARK NO. 1 IS 129.37 FEET NORTHWEST OF THE STATION.  IT IS
 MD1496'45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST OF
 MD1496'TELEPHONE POLE NO. 2 AND ONE FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MD1496'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLATO NO 1
 MD1496'1946.
 MD1496'
 MD1496'REFERENCE MARK NO. 2 IS 88.76 FEET WEST OF THE STATION.  IT IS 55 FEET
 MD1496'SOUTH OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH OF POWERLINE POLE
 MD1496'NO. REA A 42.5.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MD1496'STAMPED PLATO NO 2 1946.
 MD1496'
 MD1496'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 80
 MD1496'YARDS EAST OF NORTHWEST CORNER OF A RED BARN, 20 FEET NORTHWEST OF THE
 MD1496'NORTHEAST CORNER OF THE BARN AND 2 FEET WEST OF A WHITE WITNESS POST.
 MD1496'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLATO 1946.
 MD1496'
 MD1496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 MD1496'HIGHWAY 20 IN LAGRANGE, GO WEST ON U.S.  HIGHWAY 20 FOR 3.25 MILES TO
 MD1496'TOP OF GRADE AND THE STATION ON THE RIGHT IN A FARM YARD.  TO REACH
 MD1496'THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY 20 FOR 0.25
 MD1496'MILE, TURN LEFT AND GO SOUTH FOR 0.25 MILE TO A FARM ON THE LEFT.
 MD1496'TURN LEFT INTO THE FARM AND GO 75 YARDS EAST TO THE EAST END OF THE
 MD1496'BARN AND THE AZIMUTH MARK AS DESCRIBED.
 MD1496'
 MD1496'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1496
 MD1496                          STATION RECOVERY (1960)
 MD1496
 MD1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1496'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1496'DESCRIBED.
 MD1496'
 MD1496'ABOUT 3-1/2 MILES E ALONG NO. 20 U.S. HWY. FROM ITS INTERSECTION WITH
 MD1496'NO. 9 INDIANA HWY. IN LAGRANGE, 1.2 MILES W OF PLATO CROSSROADS, 55
 MD1496'YARDS E OF THE CREST OF RIDGE, 241 FEET W OF FENCE CORNER, 181.5 FEET
 MD1496'E OF PROJECTED PLANE OF E WALL OF ROCK VENEER HOUSE ON S SIDE OF HWY.,
 MD1496'73 FEET S OF CENTER LINE OF CONCRETE 24-FOOT PAVEMENT, 6.5 FEET HIGHER
 MD1496'THAN SAME, 22 FEET NW OF NE CORNER OF BARN, 16 FEET N OF N WALL OF
 MD1496'BARN, STANDARD DISKS STAMPED PLATO 1946, ARE SET IN NOTES 1A AND 7A
 MD1496'MARKS, UPPER MARK FLUSH WITH THE GROUND.
 MD1496'
 MD1496'REFERENCE STAMPED PLATO NO 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1496'129.28 FEET (39.405 METERS) NNW IN AZIMUTH 161 DEG 31 MIN FROM
 MD1496'STATION, 182 FEET E OF CENTER LINE OF CUT-THRU-BANK DRIVEWAY, 49 FEET
 MD1496'N OF CENTER LINE OF HWY., 7.8 FEET HIGHER THAN SAME, 13 FEET E OF NO.
 MD1496'141 TELEPHONE POLE, AND ONE FOOT S OF THE RIGHT-OF-WAY FENCE.
 MD1496'
 MD1496'REFERENCE STAMPED PLATO NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1496'88.76 FEET OR 27.054 METERS W IN AZIMUTH 100 DEG. 35 MIN. FROM
 MD1496'STATION, 58 FEET S OF CENTER LINE OF HWY., ABOUT 5.0 FEET HIGHER THAN
 MD1496'SAME, AND 2 FEET N OF NO. REA A 42.5 POWER POLE.
 MD1496'
 MD1496'AZIMUTH STAMPED PLATO 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS ABOUT 0.4
 MD1496'MILE SE FROM STATION, ABOUT 82 YARDS E OF CENTER LINE OF GRAVEL ROAD,
 MD1496'11 FEET E OF NW CORNER OF CONCRETE FOUNDATION OF LARGE BARN, AND 2.7
 MD1496'FEET N OF N WALL F SAME.
 MD1496
 MD1496                          STATION RECOVERY (1994)
 MD1496
 MD1496'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1496'RECOVERED IN GOOD CONDITION.
 MD1496
 MD1496                          STATION RECOVERY (2018)
 MD1496
 MD1496'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1496'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1678 ***********************************************************************
 JA1678  DESIGNATION -  PLATT
 JA1678  PID         -  JA1678
 JA1678  STATE/COUNTY-  IN/WASHINGTON
 JA1678  COUNTRY     -  US
 JA1678  USGS QUAD   -  KOSSUTH (2019)
 JA1678
 JA1678                         *CURRENT SURVEY CONTROL
 JA1678  ______________________________________________________________________
 JA1678* NAD 83(1997) POSITION- 38 43 41.53031(N) 086 06 08.62548(W)   ADJUSTED
 JA1678* NAVD 88 ORTHO HEIGHT -   258.65  (+/-2cm)      848.6   (feet) VERTCON3
 JA1678  ______________________________________________________________________
 JA1678  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 JA1678  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 JA1678  HORZ ORDER      -  FIRST
 JA1678  VERT ORDER      -  THIRD ? (See Below)
 JA1678
 JA1678.The horizontal coordinates were established by classical geodetic methods
 JA1678.and adjusted by the National Geodetic Survey in May 1999.
 JA1678
 JA1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1678
 JA1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1678.GEOID18 height accuracy estimate available here.
 JA1678
 JA1678.The vertical order pertains to the NGVD 29 superseded value.
 JA1678
 JA1678.Click photographs - Photos may exist for this station.
 JA1678
 JA1678.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1678
 JA1678. The following values were computed from the NAD 83(1997) position.
 JA1678
 JA1678;                    North         East     Units Scale Factor Converg.
 JA1678;SPC IN E     -   386,414.447    62,111.538   MT  0.99998434   -0 16 21.4
 JA1678;SPC IN E     - 1,267,761.40    203,777.60   sFT  0.99998434   -0 16 21.4
 JA1678;UTM  16      - 4,286,998.039   578,022.293   MT  0.99967496   +0 33 41.7
 JA1678
 JA1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1678!SPC IN E     -   0.99996468  x   0.99998434  =   0.99994902
 JA1678!UTM  16      -   0.99996468  x   0.99967496  =   0.99963965
 JA1678
 JA1678:                Primary Azimuth Mark                     Grid Az
 JA1678:SPC IN E     -  PLATT AZ MK                              160 17 23.0
 JA1678:UTM  16      -  PLATT AZ MK                              159 27 19.9
 JA1678
 JA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7802286998(NAD 83)
 JA1678
 JA1678|---------------------------------------------------------------------|
 JA1678| PID    Reference Object                     Distance      Geod. Az  |
 JA1678|                                                           dddmmss.s |
 JA1678| CG9695 PLATT AZ MK                                        1600101.6 |
 JA1678| JA1679 PLATT 2                              26.755 METERS 18223     |
 JA1678| CG9696 PLATT RM 1                           32.763 METERS 20412     |
 JA1678| CG9697 PLATT RM 2                           27.295 METERS 32829     |
 JA1678|---------------------------------------------------------------------|
 JA1678
 JA1678                          SUPERSEDED SURVEY CONTROL
 JA1678
 JA1678  NAD 83(1993)-  38 43 41.53371(N)    086 06 08.62582(W) AD(       ) 1
 JA1678  NAD 83(1986)-  38 43 41.53428(N)    086 06 08.62873(W) AD(       ) 1
 JA1678  NAD 27      -  38 43 41.33400(N)    086 06 08.70500(W) AD(       ) 1
 JA1678  NGVD 29             258.76   (m)          848.9    (f) LEVELING    3  
 JA1678
 JA1678.Superseded values are not recommended for survey control.
 JA1678
 JA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1678.See file dsdata.pdf to determine how the superseded data were derived.
 JA1678
 JA1678_MARKER: DS = TRIANGULATION STATION DISK
 JA1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1678_STAMPING: PLATT 1946
 JA1678_MARK LOGO: CGS
 JA1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1678+STABILITY: SURFACE MOTION
 JA1678
 JA1678  HISTORY     - Date     Condition        Report By
 JA1678  HISTORY     - 1946     MONUMENTED       CGS
 JA1678  HISTORY     - 1960     SEE DESCRIPTION  CGS
 JA1678
 JA1678                          STATION DESCRIPTION
 JA1678
 JA1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1678'THIS STATION IS BESIDE STATE HIGHWAY 135, ABOUT 1-1/4 MILES NORTHWEST
 JA1678'FROM PLATTSBURG, AND ABOUT 2-1/2 MILES SOUTH-SOUTHWEST
 JA1678'FROM MILLPORT. IT IS ABOUT 50 YARDS SOUTH OF MR. GEORGE WINSLOW
 JA1678'GENERAL STORE AND GAS STATION, 34 FEET WEST OF THE CENTERLINE
 JA1678'OF THE HIGHWAY AND 17 FEET EAST OF A WIRE FENCE. THE MARK PROJECTS 6
 JA1678'INCHES AND THE DISK IS STAMPED PLATT 1946.
 JA1678'
 JA1678'REFERENCE MARK NO. 1 IS 107.56 FEET SOUTHWEST OF THE STATION, 54 FEET
 JA1678'WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE. THE
 JA1678'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLATT NO 1 1946.
 JA1678'
 JA1678'REFERENCE MARK NO. 2 IS 89.56 FEET NORTH-NORTHWEST OF THE STATION, 88
 JA1678'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE STORE, 49 FEET
 JA1678'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A WIRE
 JA1678'FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLATT
 JA1678'NO 2 1946.
 JA1678'
 JA1678'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 22 FEET WEST OF
 JA1678'THE CENTERLINE OF THE HIGHWAY, 12.6 FEET SOUTH OF A TELEPHONE POLE
 JA1678'NO. B-109, AND 3.4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JA1678'OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1678'STAMPED PLATT 1946.
 JA1678'
 JA1678'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 56, 60 AND 135 IN SALEM,
 JA1678'GO NORTH ON THE LATTER FOR 9.1 MILES AND THE STATION IS ON THE
 JA1678'LEFT.
 JA1678'
 JA1678'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1678
 JA1678                          STATION RECOVERY (1960)
 JA1678
 JA1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 JA1678'RECOVERED ALL MARKS IN EVIDENTLY GOOD CONDITION AS DESCRIBED. HIGHWAY
 JA1678'RECONSTRUCTION IN PROGRESS REQUIRED THAT THE STATION BE MOVED.
 JA1678'AFTER THE ESTABLISHMENT OF PLATT 2 FOR WHICH SEE DESCRIPTION THEREOF,
 JA1678'THE SUBJECT STATION WAS DESTROYED BY THE UNDERSIGNED AND THE
 JA1678'DISKS OF BOTH SURFACE AND SUBSURFACE MARKS WERE RECLAIMED. NO
 JA1678'REFERENCE OR AZIMUTH MARK WAS DISTURBED, BUT ALL WERE USED
 JA1678'AS REFERENCE AND AZIMUTH MARKS OF THE NEW STATION. DISTANCES AND
 JA1678'DIRECTIONS REPEATED INDICATE THAT NO MARK WAS DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1679 ***********************************************************************
 JA1679  DESIGNATION -  PLATT 2
 JA1679  PID         -  JA1679
 JA1679  STATE/COUNTY-  IN/WASHINGTON
 JA1679  COUNTRY     -  US
 JA1679  USGS QUAD   -  KOSSUTH (2019)
 JA1679
 JA1679                         *CURRENT SURVEY CONTROL
 JA1679  ______________________________________________________________________
 JA1679* NAD 83(1997) POSITION- 38 43 40.66340(N) 086 06 08.67147(W)   NO CHECK
 JA1679* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 JA1679  ______________________________________________________________________
 JA1679  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 JA1679  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 JA1679  HORZ ORDER      -  THIRD
 JA1679
 JA1679.The horizontal coordinates were established by classical geodetic methods
 JA1679.and adjusted by the National Geodetic Survey in May 1999.
 JA1679
 JA1679.No horizontal observational check was made to the station.
 JA1679
 JA1679.The orthometric height was scaled from a topographic map.
 JA1679
 JA1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1679.GEOID18 height accuracy estimate available here.
 JA1679
 JA1679.Click photographs - Photos may exist for this station.
 JA1679
 JA1679.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1679
 JA1679. The following values were computed from the NAD 83(1997) position.
 JA1679
 JA1679;                    North         East     Units Scale Factor Converg.
 JA1679;SPC IN E     -   386,387.721    62,110.300   MT  0.99998434   -0 16 21.4
 JA1679;SPC IN E     - 1,267,673.71    203,773.54   sFT  0.99998434   -0 16 21.4
 JA1679;UTM  16      - 4,286,971.306   578,021.445   MT  0.99967496   +0 33 41.7
 JA1679
 JA1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1679!SPC IN E     -   0.99996464  x   0.99998434  =   0.99994898
 JA1679!UTM  16      -   0.99996464  x   0.99967496  =   0.99963962
 JA1679
 JA1679:                Primary Azimuth Mark                     Grid Az
 JA1679:SPC IN E     -  PLATT AZ MK                              158 42 33.9
 JA1679:UTM  16      -  PLATT AZ MK                              157 52 30.8
 JA1679
 JA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7802186971(NAD 83)
 JA1679
 JA1679|---------------------------------------------------------------------|
 JA1679| PID    Reference Object                     Distance      Geod. Az  |
 JA1679|                                                           dddmmss.s |
 JA1679| JA1678 PLATT                                26.755 METERS 00223     |
 JA1679| CG9699 PLATT 2 RM 3                          9.373 METERS 15412     |
 JA1679| CG9695 PLATT AZ MK                                        1582612.5 |
 JA1679| CG9698 PALTT AZ MK                                        15829     |
 JA1679| CG9696 PLATT RM 1                           12.707 METERS 25539     |
 JA1679| CG9697 PLATT RM 2                           51.690 METERS 34515     |
 JA1679|---------------------------------------------------------------------|
 JA1679
 JA1679                          SUPERSEDED SURVEY CONTROL
 JA1679
 JA1679  NAD 83(1993)-  38 43 40.66680(N)    086 06 08.67181(W) AD(       ) 3
 JA1679  NAD 83(1986)-  38 43 40.66738(N)    086 06 08.67473(W) AD(       ) 3
 JA1679  NAD 27      -  38 43 40.46700(N)    086 06 08.75100(W) AD(       ) 3
 JA1679
 JA1679.Superseded values are not recommended for survey control.
 JA1679
 JA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1679.See file dsdata.pdf to determine how the superseded data were derived.
 JA1679
 JA1679_MARKER: DS = TRIANGULATION STATION DISK
 JA1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1679_STAMPING: PLATT 2 1960
 JA1679_MARK LOGO: CGS
 JA1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1679+STABILITY: SURFACE MOTION
 JA1679
 JA1679  HISTORY     - Date     Condition        Report By
 JA1679  HISTORY     - 1960     MONUMENTED       CGS
 JA1679  HISTORY     - 1967     GOOD             CGS
 JA1679
 JA1679                          STATION DESCRIPTION
 JA1679
 JA1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 JA1679'ABOUT 9 MILES N ALONG NO. 135 INDIANA HIGHWAY FROM SALEM, 8.5 MILES
 JA1679'S ALONG SAME FROM VALLONIA, 2.9 MILES S OF BRIDGE OVER
 JA1679'MUSCATATUCK RIVER, OR ABOUT 1-1/4 MILE NW OF PLATTSBURG, ON CREST OF
 JA1679'APPARENTLY HIGHEST RIDGE IN CLOSE VICINITY, 58 FEET WSW OF
 JA1679'CENTER LINE OF THE HIGHWAY, 7 OR 8 FEET HIGHER THAN SAME, AND
 JA1679'PROJECTING 0.1 FOOT.
 JA1679'
 JA1679'REFERENCE STAMPED PLATT NO 1 1946, PROJECTING 0.5 FOOT , IS 99 FEET
 JA1679'WSW OF CENTER LINE OF HIGHWAY, IN BRUSH ROW THAT WAS OLD FENCE
 JA1679'LINE BETWEEN FIELDS, AND 1.6 FEET E OF STEEL WITNESS POST. THE ARROW
 JA1679'POINTS ABOUT 50 DEGREES LEFT OF THE STATION.
 JA1679'
 JA1679'REFERENCE STAMPED PLATT NO 2 1946, PROJECTING 0.5 FOOT, IS ABOUT 52
 JA1679'FEET WSW OF CENTER LINE OF HIGHWAY, ABOUT 5 FEET HIGHER THAN
 JA1679'SAME, AND 44 FEET N OF TELEPHONE POLE.
 JA1679'
 JA1679'AZIMUTH STAMPED PLATT 1946, PROJECTING 0.5 FOOT, IS AN ESTIMATED 100
 JA1679'YARDS S OF THE N END OF HIGHWAY CURVE,59 FEET SW OF CENTER LINE OF
 JA1679'HIGHWAY 13 FEET SE OF A POWER POLE, 1.8 FEET SE OF STEEL WITNESS
 JA1679'POST, AND ONE FOOT NE OF A WIRE FENCE.
 JA1679'
 JA1679'BOTH STATION MARK DISKS ARE STAMPED PLATT 2 1960.
 JA1679
 JA1679                          STATION RECOVERY (1967)
 JA1679
 JA1679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JA1679'STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND AS
 JA1679'DESCRIBED AND IN GOOD CONDITION. REFERENCE MARK 2 COULD NOT BE
 JA1679'FOUND AND IS ASSUMED LOST. REFERENCE MARK 3 WAS ESTABLISHED. THE
 JA1679'DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE DIRECTION WAS FOUND
 JA1679'TO BE IN ERROR. THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW
 JA1679'CHANGES.
 JA1679'
 JA1679'THE STATION MARK IS 58 FEET WEST SOUTH-WEST OF THE CENTERLINE OF THE
 JA1679'HIGHWAY, 33 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 JA1679'METAL WITNESS POST AND NOW PROJECTS 2 INCHES.
 JA1679'
 JA1679'REFERENCE MARK 3 IS 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31
 JA1679'FEET SOUTH OF THE WITNESS POST AND 2 FEET NORTH OF THE TELEPHONE
 JA1679'POLE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED PLATT 2
 JA1679'1960 NO 3 1967.
 JA1679'
 JA1679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 9 MILES NORTH OF
 JA1679'SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2400 ***********************************************************************
 LA2400  DESIGNATION -  PLEASANT
 LA2400  PID         -  LA2400
 LA2400  STATE/COUNTY-  IN/ADAMS
 LA2400  COUNTRY     -  US
 LA2400  USGS QUAD   -  WREN (2016)
 LA2400
 LA2400                         *CURRENT SURVEY CONTROL
 LA2400  ______________________________________________________________________
 LA2400* NAD 83(1997) POSITION- 40 47 22.92442(N) 084 51 32.96419(W)   ADJUSTED
 LA2400* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LA2400  ______________________________________________________________________
 LA2400  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 LA2400  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 LA2400  HORZ ORDER      -  THIRD
 LA2400
 LA2400.The horizontal coordinates were established by classical geodetic methods
 LA2400.and adjusted by the National Geodetic Survey in May 1999.
 LA2400
 LA2400.The orthometric height was scaled from a topographic map.
 LA2400
 LA2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2400.GEOID18 height accuracy estimate available here.
 LA2400
 LA2400.Click photographs - Photos may exist for this station.
 LA2400
 LA2400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2400
 LA2400. The following values were computed from the NAD 83(1997) position.
 LA2400
 LA2400;                    North         East     Units Scale Factor Converg.
 LA2400;SPC IN E     -   615,518.664   168,153.545   MT  1.00002382   +0 31 39.2
 LA2400;SPC IN E     - 2,019,414.15    551,683.76   sFT  1.00002382   +0 31 39.2
 LA2400;SPC OH N     -   127,401.083   400,916.443   MT  0.99995085   -1 32 59.5
 LA2400;SPC OH N     -   417,981.72  1,315,340.03   sFT  0.99995085   -1 32 59.5
 LA2400;UTM  16      - 4,517,617.403   680,625.489   MT  1.00000158   +1 23 56.2
 LA2400
 LA2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2400!SPC IN E     -   0.99996716  x   1.00002382  =   0.99999098
 LA2400!SPC OH N     -   0.99996716  x   0.99995085  =   0.99991801
 LA2400!UTM  16      -   0.99996716  x   1.00000158  =   0.99996874
 LA2400
 LA2400:                Primary Azimuth Mark                     Grid Az
 LA2400:SPC IN E     -  PLEASANT AZ MK                           315 26 49.3
 LA2400:SPC OH N     -  PLEASANT AZ MK                           317 31 28.0
 LA2400:UTM  16      -  PLEASANT AZ MK                           314 34 32.3
 LA2400
 LA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8062517617(NAD 83)
 LA2400
 LA2400|---------------------------------------------------------------------|
 LA2400| PID    Reference Object                     Distance      Geod. Az  |
 LA2400|                                                           dddmmss.s |
 LA2400| CF2995 PLEASANT RM 2                        25.024 METERS 11606     |
 LA2400| CF2993 PLEASANT AZ MK                                     3155828.5 |
 LA2400| CF2994 PLEASANT RM 1                        24.267 METERS 33431     |
 LA2400|---------------------------------------------------------------------|
 LA2400
 LA2400                          SUPERSEDED SURVEY CONTROL
 LA2400
 LA2400  NAD 83(1995)-  40 47 22.92479(N)    084 51 32.96477(W) AD(       ) 3
 LA2400  NAD 83(1986)-  40 47 22.92660(N)    084 51 32.97973(W) AD(       ) 3
 LA2400  NAD 27      -  40 47 22.75740(N)    084 51 33.10500(W) AD(       ) 3
 LA2400
 LA2400.Superseded values are not recommended for survey control.
 LA2400
 LA2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2400.See file dsdata.pdf to determine how the superseded data were derived.
 LA2400
 LA2400_MARKER: DS = TRIANGULATION STATION DISK
 LA2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2400_STAMPING: PLEASANT 1955
 LA2400_MARK LOGO: CGS
 LA2400_PROJECTION: RECESSED 36 CENTIMETERS
 LA2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2400+STABILITY: SURFACE MOTION
 LA2400
 LA2400  HISTORY     - Date     Condition        Report By
 LA2400  HISTORY     - 1955     MONUMENTED       CGS
 LA2400  HISTORY     - 1963     GOOD             CGS
 LA2400  HISTORY     - 1974     GOOD             BRADY
 LA2400
 LA2400                          STATION DESCRIPTION
 LA2400
 LA2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2400'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MONROE, 4 MILES
 LA2400'SOUTHEAST OF DECATUR AND 1 MILE NORTHWEST OF PLEASANT MILLS.  IT IS 63
 LA2400'FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 33, 45 FEET
 LA2400'WEST-SOUTHWEST OF MR. H.J. SHOAFS MAIL BOX, 15 FEET SOUTH-SOUTHEAST OF
 LA2400'THE CENTER OF A DRIVEWAY AND ON LAND OWNED BY MR. HAROLD J. SHOAF.
 LA2400'
 LA2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 224 AND 33 IN
 LA2400'DECATUR, GO SOUTHEAST ON U.S. HIGHWAY 33 FOR 4.3 MILES TO THE AZIMUTH
 LA2400'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 LA2400'0.3 MILE TO MR. SHOAFS DRIVEWAY ON THE RIGHT AND THE STATION AS
 LA2400'DESCRIBED.
 LA2400'
 LA2400'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND, AND THE
 LA2400'DISK IS STAMPED PLEASANT 1955.
 LA2400'
 LA2400'REFERENCE MARK 1 IS 33 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 LA2400'HIGHWAY AND 1 FOOT NORTH OF A WHITE 4 BY 4 WITNESS POST.  THE MARK
 LA2400'PROJECTS 4 INCHES, AND THE DISK IS STAMPED PLEASANT NO 1 1955.
 LA2400'
 LA2400'REFERENCE MARK 2 IS 60 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 28
 LA2400'FEET WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS 6
 LA2400'INCHES, AND THE DISK IS STAMPED PLEASANT NO 2 1955.
 LA2400'
 LA2400'THE AZIMUTH MARK IS 45 FEET SOUTH-SOUTHEAST OF A ROADSIDE PARK PICNIC
 LA2400'TABLE, 37 FEET EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 LA2400'SOUTHWEST OF A WIRE FENCE, AND 1 FOOT SOUTHEAST OF A WHITE 4 BY 4
 LA2400'INCHES WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 LA2400'STAMPED PLEASANT 1955.
 LA2400'
 LA2400'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2400
 LA2400                          STATION RECOVERY (1963)
 LA2400
 LA2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2400'ABOUT 1.2 MILES NW ALONG NO. 33 U. S. HWY. FROM ITS NW ONE OF TWO
 LA2400'JUNCTIONS WITH NO. 101 INDIANA HWY. IN PLEASANT MILLS, ABOUT 30 YARDS
 LA2400'NW OF CREST OF RIDGE, 63 FEET SW OF CENTER LINE OF 20-FOOT ASPHALT
 LA2400'HWY. PAVEMENT, 26 FEET E OF PROJECTED PLANE OF W END WALL OF RANCH
 LA2400'STYLE HOUSE ABOUT 100 YARDS S OF THE STATION, 15 FEET S OF CENTER LINE
 LA2400'OF DRIVEWAY, STANDARD DISKS STAMPED PLEASANT 1955 ARE SET IN MARKS
 LA2400'WITH THE UPPER MARK ABOUT 1.1 FEET UNDERGROUND.
 LA2400'
 LA2400'REFERENCE STAMPED PLEASANT NO 1 1955, PROJECTS 0.3 FOOT IS 79.63 FEET
 LA2400'OR 24.271 METERS ESE (THE DIRECTIONS IN THE ORIGINAL DESCRIPTION ARE
 LA2400'SWAPPED ABOUT FOR THE REFERENCE MARKS BUT OTHERWISE CORRECT) OF
 LA2400'STATION, ON AN EARTH BUMP, 40 FEET SW OF CENTER LINE OF HWY., 4.4 FEET
 LA2400'HIGHER THAN SAME.
 LA2400'
 LA2400'REFERENCE STAMPED PLEASANT NO 2 1955, PROJECTS 0.1 FOOT, IS 82.00 FEET
 LA2400'OR 24.993 METERS NNW (ORIGINAL DESCRIPTION DIRECTIONS EXCHANGED) OF
 LA2400'STATION, 31 FEET SW OF CENTER LINE OF HWY., AND 1.9 FEET SE OF STEEL
 LA2400'WITNESS POST.
 LA2400'
 LA2400'AZIMUTH MARK STAMPED PLEASANT 1955, PROJECTS 0.4 FOOT, IS ABOUT 0.3
 LA2400'MILE NW OF STATION, 60 FEET SE OF A 4-FOOT OAK TREE, 40 FEET NE OF
 LA2400'CENTER LINE OF HWY., 1.1 FEET LOWER THAN SAME, 7.8 FEET SE OF CENTER
 LA2400'OF CREOSOTED TELEPHONE POLE, ABOUT 75 YARDS SE OF 24-INCH IRON PIPE
 LA2400'CULVERT UNDER THE HWY., AND 1.5 FEET SW OF A WIRE FENCE.
 LA2400
 LA2400                          STATION RECOVERY (1974)
 LA2400
 LA2400'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (JJ)
 LA2400'PLEASANT 1955 RECOVERED GOOD.  NO WITNESS POST.  PLEASANT 1955 (AZIM)
 LA2400'RECOVERED GOOD.  NO WITNESS POST.  PLEASANT NO 1 1955 RECOVERED GOOD.
 LA2400'HAS WITNESS POST.  PLEASANT NO 2 1955 RECOVERED GOOD.  HAS WITNESS
 LA2400'POST.  NOT ON NGS LEVELS.
 LA2400'
 LA2400'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF DECATUR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1852 ***********************************************************************
 MD1852  DESIGNATION -  PLEASANT LAKE ATT MICROWAVE
 MD1852  PID         -  MD1852
 MD1852  STATE/COUNTY-  IN/STEUBEN
 MD1852  COUNTRY     -  US
 MD1852  USGS QUAD   -  HAMILTON (2019)
 MD1852
 MD1852                         *CURRENT SURVEY CONTROL
 MD1852  ______________________________________________________________________
 MD1852* NAD 83(1997) POSITION- 41 33 50.53308(N) 084 59 02.22109(W)   ADJUSTED
 MD1852  ______________________________________________________________________
 MD1852  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 MD1852  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 MD1852  HORZ ORDER      -  THIRD
 MD1852
 MD1852.The horizontal coordinates were established by classical geodetic methods
 MD1852.and adjusted by the National Geodetic Survey in May 1999.
 MD1852
 MD1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1852.GEOID18 height accuracy estimate available here.
 MD1852
 MD1852.Click photographs - Photos may exist for this station.
 MD1852
 MD1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1852
 MD1852. The following values were computed from the NAD 83(1997) position.
 MD1852
 MD1852;                    North         East     Units Scale Factor Converg.
 MD1852;SPC IN E     -   701,422.796   156,946.276   MT  1.00000656   +0 27 10.7
 MD1852;SPC IN E     - 2,301,251.29    514,914.57   sFT  1.00000656   +0 27 10.7
 MD1852;SPC OH N     -   213,649.841   392,836.961   MT  0.99997661   -1 37 54.6
 MD1852;SPC OH N     -   700,949.52  1,288,832.60   sFT  0.99997661   -1 37 54.6
 MD1852;UTM  16      - 4,603,336.200   668,103.448   MT  0.99994777   +1 20 16.3
 MD1852
 MD1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6810303336(NAD 83)
 MD1852
 MD1852                          SUPERSEDED SURVEY CONTROL
 MD1852
 MD1852  NAD 83(1995)-  41 33 50.53305(N)    084 59 02.22113(W) AD(       ) 3
 MD1852  NAD 83(1994)-  41 33 50.53246(N)    084 59 02.22186(W) AD(       ) 3
 MD1852  NAD 83(1986)-  41 33 50.53562(N)    084 59 02.23440(W) AD(       ) 3
 MD1852  NAD 27      -  41 33 50.34924(N)    084 59 02.36217(W) AD(       ) 3
 MD1852
 MD1852.Superseded values are not recommended for survey control.
 MD1852
 MD1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1852.See file dsdata.pdf to determine how the superseded data were derived.
 MD1852
 MD1852_MARKER: 45 = MICROWAVE TOWER
 MD1852
 MD1852  HISTORY     - Date     Condition        Report By
 MD1852  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1852
 MD1852                          STATION DESCRIPTION
 MD1852
 MD1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1852'THE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE RELAY TOWER KSG
 MD1852'75 IS LOCATED 5
 MD1852'MILES SOUTH OF ANGOLA, 1-1/2 MILES SOUTHEAST OF THE
 MD1852'VILLAGE OF PLEASANT LAKE, ABOUT
 MD1852'200 FEET NORTH OF BELLFOUNTAIN ROAD.
 MD1852'
 MD1852'TO REACH FROM THE JUNCTION OF OLD ROAD 27 AND BELLFOUNTAIN ROAD
 MD1852'AT THE EAST EDGE
 MD1852'OF PLEASANT LAKE, GO SOUTHEAST ON BELLFOUNTAIN ROAD
 MD1852'FOR 1.4 MILES TO THE STATION ON THE
 MD1852'LEFT.
 MD1852'
 MD1852'THE STATION IS THE LIGHT AT THE APEX OF, AND APPROXIMATELY CENTERED
 MD1852'ON THE ANTENNA
 MD1852'MOUNTED ON THE TOP OF THE 4-LEGGED TOWER, PAINTED ALTERNATE RED AND
 MD1852'WHITE, AND 332 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2213 ***********************************************************************
 LA2213  DESIGNATION -  PLEVNA
 LA2213  PID         -  LA2213
 LA2213  STATE/COUNTY-  IN/HOWARD
 LA2213  COUNTRY     -  US
 LA2213  USGS QUAD   -  AMBOY (2019)
 LA2213
 LA2213                         *CURRENT SURVEY CONTROL
 LA2213  ______________________________________________________________________
 LA2213* NAD 83(1997) POSITION- 40 31 56.95949(N) 085 59 42.05623(W)   ADJUSTED
 LA2213* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 LA2213  ______________________________________________________________________
 LA2213  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 LA2213  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 LA2213  HORZ ORDER      -  SECOND
 LA2213
 LA2213.The horizontal coordinates were established by classical geodetic methods
 LA2213.and adjusted by the National Geodetic Survey in May 1999.
 LA2213
 LA2213.The orthometric height was scaled from a topographic map.
 LA2213
 LA2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2213.GEOID18 height accuracy estimate available here.
 LA2213
 LA2213.Click photographs - Photos may exist for this station.
 LA2213
 LA2213.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2213
 LA2213. The following values were computed from the NAD 83(1997) position.
 LA2213
 LA2213;                    North         East     Units Scale Factor Converg.
 LA2213;SPC IN E     -   586,694.890    72,180.929   MT  0.99997619   -0 12 48.2
 LA2213;SPC IN E     - 1,924,848.15    236,813.60   sFT  0.99997619   -0 12 48.2
 LA2213;UTM  16      - 4,487,346.135   585,115.795   MT  0.99968917   +0 39 11.4
 LA2213
 LA2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2213!SPC IN E     -   0.99996463  x   0.99997619  =   0.99994082
 LA2213!UTM  16      -   0.99996463  x   0.99968917  =   0.99965381
 LA2213
 LA2213:                Primary Azimuth Mark                     Grid Az
 LA2213:SPC IN E     -  PLEVNA AZ MK                             021 14 34.7
 LA2213:UTM  16      -  PLEVNA AZ MK                             020 22 35.1
 LA2213
 LA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8511587346(NAD 83)
 LA2213
 LA2213|---------------------------------------------------------------------|
 LA2213| PID    Reference Object                     Distance      Geod. Az  |
 LA2213|                                                           dddmmss.s |
 LA2213| CC9160 PLEVNA AZ MK                                       0210146.5 |
 LA2213| LA2210 CONVERSE MUNICIPAL TANK             APPROX.11.4 KM 0633525.0 |
 LA2213| CC9161 PLEVNA RM 1                          13.661 METERS 22729     |
 LA2213| LB2449 KOKOMO DELCO RADIO PLT WTR TK       APPROX.12.8 KM 2365549.7 |
 LA2213| LB2485 KOKOMO CHRYSLER CORP WATER TK       APPROX.13.1 KM 2395349.8 |
 LA2213| LB2483 KOKOMO N IND PUB SERV CO MAST       APPROX.14.8 KM 2402915.9 |
 LA2213| LB2487 KOKOMO SOUTH MUNICIPAL TANK         APPROX.13.1 KM 2404643.6 |
 LA2213| LB2452 KOKOMO PITTSBURGH GLASS CO STK      APPROX.11.9 KM 2413535.6 |
 LA2213| CC9162 PLEVNA RM 2                          15.818 METERS 31853     |
 LA2213|---------------------------------------------------------------------|
 LA2213
 LA2213                          SUPERSEDED SURVEY CONTROL
 LA2213
 LA2213  NAD 83(1986)-  40 31 56.96379(N)    085 59 42.06837(W) AD(       ) 2
 LA2213  NAD 27      -  40 31 56.82430(N)    085 59 42.11050(W) AD(       ) 2
 LA2213
 LA2213.Superseded values are not recommended for survey control.
 LA2213
 LA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2213.See file dsdata.pdf to determine how the superseded data were derived.
 LA2213
 LA2213_MARKER: DS = TRIANGULATION STATION DISK
 LA2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2213_STAMPING: PLEVNA 1954
 LA2213_MARK LOGO: CGS
 LA2213_PROJECTION: RECESSED 36 CENTIMETERS
 LA2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2213+STABILITY: SURFACE MOTION
 LA2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2213+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2010
 LA2213
 LA2213  HISTORY     - Date     Condition        Report By
 LA2213  HISTORY     - 1954     MONUMENTED       CGS
 LA2213  HISTORY     - 1957     GOOD             CGS
 LA2213  HISTORY     - 20101124 GOOD             INDIV
 LA2213
 LA2213                          STATION DESCRIPTION
 LA2213
 LA2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2213'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF KOKOMO, 4 MILES
 LA2213'NORTHWEST OF GREENTOWN AND 1 MILE SOUTHWEST OF PLEVNA, ON PROPERTY OF
 LA2213'TOBIAS MILLER.
 LA2213'
 LA2213'IT IS ABOUT 500 FEET NORTH OF MR. MILLERS HOUSE, 81 FEET SOUTH OF AN
 LA2213'EAST-WEST FENCE, 53 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 35 FEET
 LA2213'EAST OF A FENCE LINE.  THE MARK IS ABOUT 14 INCHES BELOW GROUND AND
 LA2213'THE DISK IS STAMPED PLEVNA 1954.
 LA2213'
 LA2213'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 LA2213'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS A STANDARD REFERENCE
 LA2213'MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 LA2213'MOST NORTHERLY OF 2 CONCRETE GATE POSTS AND IS STAMPED PLEVNA NO 1
 LA2213'1954.
 LA2213'
 LA2213'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 LA2213'3 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF THE
 LA2213'NORTH-SOUTH FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED PLEVNA
 LA2213'NO 2 1954.
 LA2213'
 LA2213'AZIMUTH MARK IS 43 FEET WEST OF A DOUBLE-TRUNKED 24 INCH ELM TREE, 22
 LA2213'FEET SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET EAST OF A WHITE
 LA2213'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 LA2213'INCHES AND THE DISK IS STAMPED PLEVNA 1954.
 LA2213'
 LA2213'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 35, STATE
 LA2213'HIGHWAY 22 AND MERIDIAN STREET IN GREENTOWN, GO NORTH ON MERIDIAN
 LA2213'STREET AND PAVED ROAD FOR 4.0 MILES TO T INTERSECTION, TURN LEFT AND
 LA2213'GO WEST ON PAVED ROAD FOR 0.5 MILE TO CROSSROAD IN PLEVNA, CONTINUE
 LA2213'WEST ON PAVED ROAD FOR 0.95 MILE TO AZIMUTH MARK ON THE LEFT, SOUTH
 LA2213'SIDE OF PAVED ROAD.  CONTINUE WEST ON PAVED ROAD FOR 0.1 MILE TO
 LA2213'GRAVEL CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE
 LA2213'TO THE STATION ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.
 LA2213'
 LA2213'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2213
 LA2213                          STATION RECOVERY (1957)
 LA2213
 LA2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LA2213'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LA2213
 LA2213                          STATION RECOVERY (2010)
 LA2213
 LA2213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 LA2213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2044 ***********************************************************************
 LA2044  DESIGNATION -  PLUM
 LA2044  PID         -  LA2044
 LA2044  STATE/COUNTY-  IN/HUNTINGTON
 LA2044  COUNTRY     -  US
 LA2044  USGS QUAD   -  MARKLE (2019)
 LA2044
 LA2044                         *CURRENT SURVEY CONTROL
 LA2044  ______________________________________________________________________
 LA2044* NAD 83(1997) POSITION- 40 45 22.96271(N) 085 22 24.16221(W)   ADJUSTED
 LA2044* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 LA2044  ______________________________________________________________________
 LA2044  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 LA2044  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 LA2044  HORZ ORDER      -  THIRD
 LA2044
 LA2044.The horizontal coordinates were established by classical geodetic methods
 LA2044.and adjusted by the National Geodetic Survey in May 1999.
 LA2044
 LA2044.The orthometric height was scaled from a topographic map.
 LA2044
 LA2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2044.GEOID18 height accuracy estimate available here.
 LA2044
 LA2044.Click photographs - Photos may exist for this station.
 LA2044
 LA2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2044
 LA2044. The following values were computed from the NAD 83(1997) position.
 LA2044
 LA2044;                    North         East     Units Scale Factor Converg.
 LA2044;SPC IN E     -   611,545.936   124,765.688   MT  0.99997421   +0 11 29.3
 LA2044;SPC IN E     - 2,006,380.29    409,335.43   sFT  0.99997421   +0 11 29.3
 LA2044;UTM  16      - 4,512,985.958   637,306.597   MT  0.99983205   +1 03 43.5
 LA2044
 LA2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2044!SPC IN E     -   0.99996426  x   0.99997421  =   0.99993847
 LA2044!UTM  16      -   0.99996426  x   0.99983205  =   0.99979632
 LA2044
 LA2044:                Primary Azimuth Mark                     Grid Az
 LA2044:SPC IN E     -  PLUM AZ MK                               358 52 45.1
 LA2044:UTM  16      -  PLUM AZ MK                               358 00 30.9
 LA2044
 LA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3730612985(NAD 83)
 LA2044
 LA2044|---------------------------------------------------------------------|
 LA2044| PID    Reference Object                     Distance      Geod. Az  |
 LA2044|                                                           dddmmss.s |
 LA2044| CC9164 PLUM RM 1                            31.977 METERS 00356     |
 LA2044| CC9165 PLUM RM 2                            21.896 METERS 26943     |
 LA2044| LA0906 E 214                                31.516 METERS 28717     |
 LA2044| CC9163 PLUM AZ MK                                         3590414.4 |
 LA2044|---------------------------------------------------------------------|
 LA2044
 LA2044                          SUPERSEDED SURVEY CONTROL
 LA2044
 LA2044  NAD 83(1995)-  40 45 22.96101(N)    085 22 24.17453(W) AD(       ) 3
 LA2044  NAD 83(1986)-  40 45 22.96322(N)    085 22 24.17869(W) AD(       ) 3
 LA2044  NAD 27      -  40 45 22.79270(N)    085 22 24.27960(W) AD(       ) 3
 LA2044
 LA2044.Superseded values are not recommended for survey control.
 LA2044
 LA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2044.See file dsdata.pdf to determine how the superseded data were derived.
 LA2044
 LA2044_MARKER: DS = TRIANGULATION STATION DISK
 LA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2044_STAMPING: PLUM 1948
 LA2044_MARK LOGO: CGS
 LA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2044+STABILITY: SURFACE MOTION
 LA2044
 LA2044  HISTORY     - Date     Condition        Report By
 LA2044  HISTORY     - 1948     MONUMENTED       CGS
 LA2044  HISTORY     - 1955     GOOD             CGS
 LA2044  HISTORY     - 1964     GOOD             CGS
 LA2044
 LA2044                          STATION DESCRIPTION
 LA2044
 LA2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2044'THE STATION IS LOCATED 11 MILES WEST OF BLUFFTON AND 6 MILES SOUTHWEST
 LA2044'OF MARKLE.
 LA2044'
 LA2044'IT IS 65 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 3 AND A
 LA2044'GRAVEL CROSSROAD, 55 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 34
 LA2044'FEET EAST OF THE CENTER OF THE HIGHWAY AND 10 FEET WEST OF A FENCE
 LA2044'LINE AND WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LA2044'IS STAMPED PLUM 1948.
 LA2044'
 LA2044'REFERENCE MARK NO. 1 IS 104.91 FEET NORTH OF THE STATION.  IT IS 40
 LA2044'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 40 FEET EAST OF THE
 LA2044'CENTER OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE CORNER AND 1 FOOT SOUTH
 LA2044'OF A HIGHWAY RIGHT OF WAY MARKER.  THE MARK IS FLUSH AND THE DISK IS
 LA2044'STAMPED PLUM NO 1 1948.
 LA2044'
 LA2044'REFERENCE MARK NO. 2 IS 71.84 FEET WEST OF THE STATION.  IT IS 56 FEET
 LA2044'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 37 FEET WEST OF THE CENTER OF
 LA2044'THE HIGHWAY AND 3 FEET NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND
 LA2044'THE DISK IS STAMPED PLUM NO 2 1948.
 LA2044'
 LA2044'E 214 (USC AND GS) BM IS 103.40 FEET NORTHWEST OF THE STATION AND WAS
 LA2044'USED AS A REFERENCE MARK.  IT IS 21 FEET SOUTH OF THE CENTER OF THE
 LA2044'GRAVEL ROAD, 1 FOOT NORTHEAST OF A FENCE LINE AND 1 FOOT NORTH OF A
 LA2044'WHITE WITNESS POST.  THE MARK IS A 8 BY 8 INCH CONCRETE POST SET FLUSH
 LA2044'WITH THE GROUND WITH A STANDARD USC AND GS BENCH MARK DISK STAMPED E
 LA2044'214 1947.
 LA2044'
 LA2044'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION.  IT IS 24 FEET WEST
 LA2044'OF THE CENTER OF STATE HIGHWAY 3 AND 13 FEET SOUTH OF A WHITE WITNESS
 LA2044'POST.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE SOUTH EDGE OF A
 LA2044'CONCRETE CULVERT AND IS STAMPED PLUM 1948.
 LA2044'
 LA2044'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 3, 7
 LA2044'MILES SOUTHWEST OF MARKLE, GO NORTH ON HIGHWAY 3 FOR 1.0 MILE TO THE
 LA2044'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.6 MILE TO THE
 LA2044'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2044'
 LA2044'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LA2044
 LA2044                          STATION RECOVERY (1955)
 LA2044
 LA2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2044'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LA2044'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LA2044
 LA2044                          STATION RECOVERY (1964)
 LA2044
 LA2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2044'ABOUT 1.0 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION WITH
 LA2044'NO. 124 IND. HWY. WHICH INTERSECTION IS 1.0 MILE E OF THE CROSSROADS
 LA2044'AT PLUM TREE, 56 FEET S OF CENTER LINE OF GRAVELED NO.  500 S COUNTY
 LA2044'ROAD, 32 FEET E OF CENTER LINE OF 24-FOOT ASPHALT HWY.  PAVEMENT, 2.2
 LA2044'FEET LOWER THAN SAME, AND 3 FEET N OF STEEL WITNESS POST, STANDARD
 LA2044'DISKS ARE STAMPED PLUM 1948 AND SET IN MARKS WITH THE UPPER MARK
 LA2044'PROJECTING 0.3 FOOT.
 LA2044'
 LA2044'R.M. STAMPED PLUM NO 1 1948, FLUSH, IS 31.964 METERS OR 104.87 FEET N
 LA2044'03 DEG 56 MIN E FROM THE STATION, 49 FEET S. OF THE CENTER LINE OF
 LA2044'GRAVEL ROAD, 40 FEET E OF CENTER OF HWY., 1.5 FEET LOWER THAN SAME,
 LA2044'AND A FOOT S OF CONCRETE HWY. RIGHT-OF-WAY MARKER.
 LA2044'
 LA2044'R.M. STAMPED PLUM NO 2 1948, FLUSH, IS 21.890 METERS OR 71.82 FEET S
 LA2044'89 DEG 43 MIN W FROM THE STATION, 56 FEET S. OF THE CENTER LINE OF
 LA2044'GRAVEL ROAD, 40 FEET W OF CENTER LINE OF HWY., 0.8 FOOT LOWER THAN
 LA2044'SAME, AND 3 FEET N OF A FENCE CORNER.
 LA2044'
 LA2044'COAST SURVEY BENCH MARK STAMED E 214 1947 IS 31.504 METERS OR 103.36
 LA2044'FEET N 72 DEG 43 MIN W FROM THE STATION, 67 FEET W. OF CENTER LINE OF
 LA2044'HWY., 0.4 FOOT LOWER THAN SAME, A FOOT NE OF FENCE, AND PROJECTS JUST
 LA2044'SLIGHTLY ABOVE GROUND, 22 FEET S OF GRAVEL ROAD.
 LA2044'
 LA2044'AZIMUTH MARK STAMPED PLUM 1948, IS ABOUT ABOUT 0.6 MILE N 00 DEG 58
 LA2044'MIN W FROM THE STATION, 24-1/2 FEET W. OF THE CENTER LINE OF HWY., 1.2
 LA2044'FEET LOWER THAN SAME, A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 LA2044'13-FOOT CONCRETE HEADWALL OF 36-INCH IRON PIPE CULVERT, 0.8 FOOT N OF
 LA2044'THE S END THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1949 ***********************************************************************
 KA1949  DESIGNATION -  PLUMMER RESET
 KA1949  PID         -  KA1949
 KA1949  STATE/COUNTY-  IN/JOHNSON
 KA1949  COUNTRY     -  US
 KA1949  USGS QUAD   -  BARGERSVILLE (2019)
 KA1949
 KA1949                         *CURRENT SURVEY CONTROL
 KA1949  ______________________________________________________________________
 KA1949* NAD 83(1997) POSITION- 39 34 21.46852(N) 086 14 11.32828(W)   ADJUSTED
 KA1949* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 KA1949  ______________________________________________________________________
 KA1949  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 KA1949  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 KA1949  HORZ ORDER      -  FIRST
 KA1949
 KA1949.The horizontal coordinates were established by classical geodetic methods
 KA1949.and adjusted by the National Geodetic Survey in May 1999.
 KA1949
 KA1949.The orthometric height was scaled from a topographic map.
 KA1949
 KA1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1949.GEOID18 height accuracy estimate available here.
 KA1949
 KA1949.Click photographs - Photos may exist for this station.
 KA1949
 KA1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1949
 KA1949. The following values were computed from the NAD 83(1997) position.
 KA1949
 KA1949;                    North         East     Units Scale Factor Converg.
 KA1949;SPC IN E     -   480,223.212    51,040.928   MT  0.99999617   -0 21 46.8
 KA1949;SPC IN E     - 1,575,532.32    167,456.78   sFT  0.99999617   -0 21 46.8
 KA1949;SPC IN W     -   480,410.696   972,762.954   MT  1.00003183   +0 32 22.3
 KA1949;SPC IN W     - 1,576,147.43  3,191,473.12   sFT  1.00003183   +0 32 22.3
 KA1949;UTM  16      - 4,380,603.467   565,578.683   MT  0.99965295   +0 29 11.1
 KA1949
 KA1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1949!SPC IN E     -   0.99996755  x   0.99999617  =   0.99996372
 KA1949!SPC IN W     -   0.99996755  x   1.00003183  =   0.99999938
 KA1949!UTM  16      -   0.99996755  x   0.99965295  =   0.99962051
 KA1949
 KA1949:                Primary Azimuth Mark                     Grid Az
 KA1949:SPC IN E     -  PLUMMER AZ MK                            279 31 20.1
 KA1949:SPC IN W     -  PLUMMER AZ MK                            278 37 11.0
 KA1949:UTM  16      -  PLUMMER AZ MK                            278 40 22.2
 KA1949
 KA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6557880603(NAD 83)
 KA1949
 KA1949|---------------------------------------------------------------------|
 KA1949| PID    Reference Object                     Distance      Geod. Az  |
 KA1949|                                                           dddmmss.s |
 KA1949| CC9167 PLUMMER RM 1                         32.027 METERS 11751     |
 KA1949| KA1950 LOUISVILLE CHICAGO AWY BCN 9        APPROX. 6.3 KM 1473746.8 |
 KA1949| CC9168 PLUMMER RM 2                         33.704 METERS 22914     |
 KA1949| CC9166 PLUMMER AZ MK                                      2790933.3 |
 KA1949|---------------------------------------------------------------------|
 KA1949
 KA1949                          SUPERSEDED SURVEY CONTROL
 KA1949
 KA1949  NAD 83(1986)-  39 34 21.47835(N)    086 14 11.33850(W) AD(       ) 1
 KA1949  NAD 27      -  39 34 21.30600(N)    086 14 11.37800(W) AD(       ) 1
 KA1949
 KA1949.Superseded values are not recommended for survey control.
 KA1949
 KA1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1949.See file dsdata.pdf to determine how the superseded data were derived.
 KA1949
 KA1949_MARKER: DH = HORIZONTAL CONTROL DISK
 KA1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1949_STAMPING: PLUMMER 1939 1985
 KA1949_MARK LOGO: NGS
 KA1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1949+STABILITY: SURFACE MOTION
 KA1949
 KA1949  HISTORY     - Date     Condition        Report By
 KA1949  HISTORY     - 1985     MONUMENTED       NGS
 KA1949
 KA1949                          STATION DESCRIPTION
 KA1949
 KA1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KA1949'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED TO HAVE BEEN
 KA1949'HIT BY MACHINERY.  THE STATION MARK WAS FOUND WITH THE SURFACE DISK
 KA1949'REMOVED.  BOTH REFERENCE MARKS WERE REMOVED AT REQUEST OF THE PROPERTY
 KA1949'OWNER AND 2 NEW ONES WERE SET FLUSH WITH THE GROUND AND NEW SURFACE
 KA1949'STATION DISK AND MONUMENT WAS SET.  THE AZIMUTH MARK WAS RECOVERED TO
 KA1949'BE BLOCKED NOW BY TREES SO A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT
 KA1949'THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS. THE STATION
 KA1949'UNDERGROUND DISK WAS FOUND TO HAVE BEEN STAMPED---PLUMME 1939---, NOT
 KA1949'PLUMMER 1939 AS DESCRIBED.  THE STATION IS LOCATED ABOUT 2.0 MILES
 KA1949'(3.2 KM) NORTHEAST OF WAVERLY, 14 MILES (22.5 KM) SOUTHWEST OF
 KA1949'INDIANAPOLIS AND ON OVAL SHAPED KNOLL, ONE OF THE HIGHEST IN AREA, IN
 KA1949'AN OPEN PASTURE.  OWNERSHIP--ARROWHEAD FARMS-MR BEUHL OF BARBERSVILLE,
 KA1949'INDIANA.  PERMISSION MUST BE OBTAINES IN ORDER TO HAVE GATES UNLOCKED
 KA1949'BEFORE USING THE STATION.  TO REACH THE STATION FROM THE
 KA1949'JOHNSON-MARION COUNTY LINE, WHICH IS 7.24 KM (4.50 MI) 4.5 MILES (7.2
 KA1949'KM) SOUTH OF THE I-465 LOOP AROUND INDIANAPOLIS, GO SOUTHERLY ALONG
 KA1949'STATE ROUTE 37 FOR 7.16 KM, (4.45 MI) 4.45 MILES (7.16 KM) TO A
 KA1949'CROSSROAD, COUNTY ROUTE 700N AND THE AZIMUTH MARK 2 ON LEFT AS
 KA1949'DESCRIBED.  CONTINUE SOUTH ON STATE ROUTE 37 FOR 0.97 KM, (0.60 MI)
 KA1949'0.6 MILE (1.0 KM) TO A CROSSROAD, COUNTY ROUTE 650 N.  TURN LEFT AND
 KA1949'GO EASTERLY FOR 0.24 KM, (0.15 MI) 0.15 MILE (0.24 KM) TO A SIDE ROAD
 KA1949'LEFT, JADEE LA.  TURN LEFT AND GO BACK NORTH FOR 0.32 KM, (0.20 MI)
 KA1949'0.2 MILE (0.3 KM) TO END OF PAVEMENT AND A FARM LANE LEADING EASTERLY.
 KA1949'TURN RIGHT ON THE FARM LANE AND GO EAST FOR 0.08 KM, (0.05 MI) 0.05
 KA1949'MILE (0.08 KM) TO A GATE.  PASS THRU GATE AND CONTINUE EAST FOR 0.08
 KA1949'KM, (0.05 MI) 0.05 MILE (0.08 KM) TO A GATE.  PASS THRU GATE AND
 KA1949'CONTINUE EAST FOR 0.16 KM, (0.10 MI) 0.1 TO A GATE.  PASS THRU GATE
 KA1949'BEARING BACK TO THE NORTHEAST FOR 0.24 KM, (0.15 MI) 0.15 MILE (0.24
 KA1949'KM) TO ANOTHER GATE.  PASS THRU GATE AND CONTINUE NORTHEAST FOR 0.08
 KA1949'KM, (0.05 MI) 0.05 MILE (0.08 KM) TO THE HIGHEST PART OF HILL AND THE
 KA1949'STATION AS DESCRIBED.  THE STATION IS A STANDARD NGS DISK
 KA1949'STAMPED,---PLUMMER 1939 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 KA1949'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 KA1949'STATION IS LOCATED 0.305 METERS (1.001 FT) WEST FROM A CARSONITE
 KA1949'WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD, NGS, DISK
 KA1949'STAMPED---PLUMMER 1939 NO 3 1985---, SET INTO THE TOP OF A ROUND
 KA1949'CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.
 KA1949'THE STATION IS LOCATED, 4.511 METERS (14.800 FT) EAST FROM THE
 KA1949'CARSONITE WITNESS POST, AND LEVEL WITH THE STATION.  REFERENCE MARK NO
 KA1949'4 IS A STANDARD NGS DISK STAMPED,---PLUMMER 1939 NO 4 1985---, SET
 KA1949'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 KA1949'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 5.425 METERS
 KA1949'(17.799 FT) SOUTH FROM THE CARSONITE WITNESS POST, AND LEVEL WITH THE
 KA1949'STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED,---PLUMMER
 KA1949'1939 NO 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 KA1949'INCHES (25 CM) IN DIAMETER, PROJECTING, 2 INCHES (6 CM) ABOVE THE
 KA1949'GROUND.  THE STATION IS LOCATED 14.326 METERS (47.001 FT) SOUTHEAST
 KA1949'FORM THE CENTERLINE OF NORTH BOUND ST HWY 37, 0.732 METERS (2.402 FT)
 KA1949'NORTHWEST OF THE FENCE AND WITNESS POST, 73.152 METERS (240.000 FT)
 KA1949'SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 700 NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0269 ***********************************************************************
 ME0269  DESIGNATION -  PLY
 ME0269  PID         -  ME0269
 ME0269  STATE/COUNTY-  IN/MARSHALL
 ME0269  COUNTRY     -  US
 ME0269  USGS QUAD   -  PLYMOUTH (2019)
 ME0269
 ME0269                         *CURRENT SURVEY CONTROL
 ME0269  ______________________________________________________________________
 ME0269* NAD 83(1997) POSITION- 41 20 24.11610(N) 086 18 50.13253(W)   ADJUSTED
 ME0269* NAVD 88 ORTHO HEIGHT -   240.124 (meters)      787.81  (feet) ADJUSTED
 ME0269  ______________________________________________________________________
 ME0269  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0269  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 ME0269  DYNAMIC HEIGHT  -        240.023 (meters)      787.48  (feet) COMP
 ME0269  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME0269
 ME0269  HORZ ORDER      -  THIRD
 ME0269  VERT ORDER      -  FIRST     CLASS I
 ME0269
 ME0269.The horizontal coordinates were established by classical geodetic methods
 ME0269.and adjusted by the National Geodetic Survey in May 1999.
 ME0269
 ME0269.The orthometric height was determined by differential leveling and
 ME0269.adjusted by the NATIONAL GEODETIC SURVEY
 ME0269.in June 1991.
 ME0269
 ME0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0269.GEOID18 height accuracy estimate available here.
 ME0269
 ME0269.Click photographs - Photos may exist for this station.
 ME0269
 ME0269.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0269
 ME0269.The dynamic height is computed by dividing the NAVD 88
 ME0269.geopotential number by the normal gravity value computed on the
 ME0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0269.degrees latitude (g = 980.6199 gals.).
 ME0269
 ME0269.The modeled gravity was interpolated from observed gravity values.
 ME0269
 ME0269. The following values were computed from the NAD 83(1997) position.
 ME0269
 ME0269;                    North         East     Units Scale Factor Converg.
 ME0269;SPC IN E     -   676,522.092    45,825.227   MT  1.00000277   -0 25 39.2
 ME0269;SPC IN E     - 2,219,556.23    150,344.93   sFT  1.00000277   -0 25 39.2
 ME0269;UTM  16      - 4,576,731.998   557,402.525   MT  0.99964055   +0 27 11.5
 ME0269
 ME0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0269!SPC IN E     -   0.99996764  x   1.00000277  =   0.99997041
 ME0269!UTM  16      -   0.99996764  x   0.99964055  =   0.99960820
 ME0269
 ME0269:                Primary Azimuth Mark                     Grid Az
 ME0269:SPC IN E     -  MARSH                                    223 51 23.6
 ME0269:UTM  16      -  MARSH                                    222 58 32.9
 ME0269
 ME0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5740276731(NAD 83)
 ME0269
 ME0269|---------------------------------------------------------------------|
 ME0269| PID    Reference Object                     Distance      Geod. Az  |
 ME0269|                                                           dddmmss.s |
 ME0269| ME2331 PLYMOUTH MUNICIPAL TANK             400.493 METERS 1112204.7 |
 ME0269| ME2336 PLYMOUTH N IND PUB SERVICE RAD      224.710 METERS 19634     |
 ME0269| ME2333 MARSH                               APPROX. 5.3 KM 2232544.4 |
 ME0269| ME2090 PLY RM 3                             14.955 METERS 23500     |
 ME0269| ME2187 PLY RM 1                             28.139 METERS 23720     |
 ME0269| ME2089 PLY RM 2                             20.193 METERS 31101     |
 ME0269| ME0303 PLYMOUTH                             27.011 METERS 31718     |
 ME0269| ME0271 PLY AZ MK                                          3282833.3 |
 ME0269|---------------------------------------------------------------------|
 ME0269
 ME0269                          SUPERSEDED SURVEY CONTROL
 ME0269
 ME0269  NAD 83(1986)-  41 20 24.12132(N)    086 18 50.14061(W) AD(       ) 3
 ME0269  NAD 27      -  41 20 23.96840(N)    086 18 50.12790(W) AD(       ) 3
 ME0269  NGVD 29 (01/19/93)  240.242  (m)          788.19   (f) ADJUSTED    1 1
 ME0269  NGVD 29 (??/??/92)  240.249  (m)          788.22   (f) SUPERSEDED  1 1
 ME0269  NGVD 29             240.25   (m)          788.2    (f) LEVELING    3  
 ME0269
 ME0269.Superseded values are not recommended for survey control.
 ME0269
 ME0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0269.See file dsdata.pdf to determine how the superseded data were derived.
 ME0269
 ME0269_MARKER: DS = TRIANGULATION STATION DISK
 ME0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0269_STAMPING: PLY 1952
 ME0269_MARK LOGO: CGS
 ME0269_PROJECTION: FLUSH
 ME0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0269+STABILITY: SURFACE MOTION
 ME0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0269+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0269
 ME0269  HISTORY     - Date     Condition        Report By
 ME0269  HISTORY     - 1952     MONUMENTED       CGS
 ME0269  HISTORY     - 1968     GOOD             CGS
 ME0269  HISTORY     - 1968     GOOD             CGS
 ME0269  HISTORY     - 1975     GOOD             NGS
 ME0269  HISTORY     - 1977     GOOD             BRADY
 ME0269  HISTORY     - 1984     GOOD             USPSQD
 ME0269  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0269  HISTORY     - 19920907 GOOD             NGS
 ME0269  HISTORY     - 20040601 GOOD             PICI
 ME0269
 ME0269                          STATION DESCRIPTION
 ME0269
 ME0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0269'STATION IS LOCATED IN THE SOUTHWEST SECTION OF PLYMOUTH, NORTH OF THE
 ME0269'PENNA. DEPOT AND ON PROPERTY OWNED BY A.B. STOUT.  IT IS 206 FEET
 ME0269'NORTH OF THE NORTH ENTRANCE TO THE DEPOT, 167 FEET NORTH OF THE CENTER
 ME0269'OF W. LA PORTE STREET, 36 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ME0269'BUILDING, 24 FEET EAST OF THE EAST RAIL OF A RAILROAD SIDING, 23 FEET
 ME0269'NORTH OF TWO 10 INCH BIRCH TREES AND 6 FEET EAST OF A WHITE WITNESS
 ME0269'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED PLY 1952.
 ME0269'
 ME0269'REFERENCE MARK NO. 1 IS 124 FEET NORTH OF THE CENTER OF W. LA PORTE
 ME0269'STREET, 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING AND 3
 ME0269'FEET EAST OF THE EAST RAIL OF THE PENNA. RAILROAD TRACK.  THE DISK IS
 ME0269'A STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE MARK DISK SET IN A
 ME0269'DRILL HOLE IN A CONCRETE CURB AND IS STAMPED PLY NO 1 1952.
 ME0269'
 ME0269'PLYMOUTH 1920 IS USED AS A REFERENCE MARK.  IT IS 91 FEET SOUTH OF THE
 ME0269'CENTER OF W.  CARRA STREET AND 6 FEET EAST OF THE EAST RAIL OF THE
 ME0269'PENNA. RAILROAD TRACK.  THE DISK IS STANDARD U.S. COAST AND GEODETIC
 ME0269'SURVEY TRIANGULATION STATION MARK DISK SET FLUSH IN A DRILL HOLE IN A
 ME0269'CONCRETE CURB AND IS STAMPED PLYMOUTH 1920.
 ME0269'
 ME0269'AZIMUTH MARK IS 154 FEET NORTH OF THE INTERSECTION OF W. WASHINGTON
 ME0269'STREET AND N.  SECOND STREET, 22 FEET WEST OF THE WEST RAIL OF A
 ME0269'RAILROAD SIDING, 3 FEET SOUTH OF A POWER LINE POLE AND 2 FEET SOUTH OF
 ME0269'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME0269'STAMPED PLY 1952.
 ME0269'
 ME0269'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0269
 ME0269                          STATION RECOVERY (1968)
 ME0269
 ME0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0269'THE STATION REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 ME0269'AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY
 ME0269'PURPOSE.
 ME0269
 ME0269                          STATION RECOVERY (1968)
 ME0269
 ME0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0269'AT PLYMOUTH.
 ME0269'AT PLYMOUTH, ABOUT 70 YARDS NORTH OF THE PENN CENTRAL RAILROAD
 ME0269'STATION, 155 FEET NORTH OF THE NORTH CURB OF WEST LA PORTE
 ME0269'STREET, 25.3 FEET EAST OF THE EAST RAIL OF THE EAST ONE OF THREE
 ME0269'TRACKS, 4.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LONG LOW
 ME0269'FRAME BUILDING WITH A FLAT ROOF, 0.9 FOOT EAST OF A METAL WITNESS
 ME0269'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0269'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  IN SECTION
 ME0269'5, R 2 E, T 33 N.
 ME0269
 ME0269                          STATION RECOVERY (1975)
 ME0269
 ME0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0269'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 ME0269'PLYMOUTH 1920 WAS FOUND IN POOR CONDITION.  REFERENCE MARK 1 WAS NOT
 ME0269'FOUND AND ASSUMED DESTROYED WHEN THE WEST RAILS OF THE RAILROAD WERE
 ME0269'REMOVED.  REFERENCE MARKS 2 AND 3 WAS ESTABLISHED.  THE DISTANCE AND
 ME0269'DIRECTION CHECKED TO PLYMOUTH 1920.  THE PREVIOUS DESCRIPTION IS GOOD
 ME0269'WITH THE ADDITION OF REFERENCE MARKS 2 AND 3.
 ME0269'
 ME0269'REFERENCE MARK 2 IS CEMENTED IN THE TOP OF A 1 FOOT HIGH CONCRETE
 ME0269'RETAINING WALL, 41 FEET SOUTHWEST OF A POWER POLE, 21 FEET SOUTH OF
 ME0269'THE NORTH EDGE OF THE RETAINING WALL AND 4 FEET WEST OF THE WEST RAIL
 ME0269'OF THE MOST EASTERLY RAILROAD TRACKS.  THE DISK IS STAMPED PLY 1952 NO
 ME0269'2 1975.
 ME0269'
 ME0269'REFERENCE MARK 3 IS CEMENTED IN A 2 FOOT BY 2 FOOT CONCRETE FOOTING.
 ME0269'53 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE WHITE BUILDING, 24
 ME0269'FEET SOUTH OF A POWER POLE, 21 FEET NORTHEAST OF A 24 INCH TREE AND 4
 ME0269'FEET EAST OF THE WEST ONE OF 2 SPUR TRACKS OF THE RAILROAD.  THE DISK
 ME0269'IS STAMPED PLY 1952 NO 3 1975.
 ME0269'
 ME0269'NOTE-PLYMOUTH 1920 WAS USED AS A REFERENCE MARK.  THE STRUCTURE THE
 ME0269'MARK IS SET IN IS CRACKED ON EACH SIDE OF THE MARK.
 ME0269'
 ME0269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLYMOUTH.
 ME0269
 ME0269                          STATION RECOVERY (1977)
 ME0269
 ME0269'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME0269'PLY 1952 RECOVERED GOOD.  PLY 1952 (AZIM) RECOVERED GOOD.  PLY NO 2
 ME0269'1975 RECOVERED GOOD.  PLY NO 3 1975 RECOVERED GOOD.  PLYMOUTH 1920
 ME0269'RECOVERED GOOD.  DISTANCE AND DIRECTION FROM NEAREST TOWN--AT
 ME0269'PLYMOUTH.
 ME0269
 ME0269                          STATION RECOVERY (1984)
 ME0269
 ME0269'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0269'ADDITIONAL: MARK IS 33.9 FEET WEST OF THE WEST RAIL OF THE MAIN LINE
 ME0269'TRACK OF THE NORFOLK AND WESTERN RAILROAD. THE WESTERN-MOST TRACK OF
 ME0269'THREE HAS BEEN REMOVED. THERE IS NO WITNESS POST.
 ME0269
 ME0269                          STATION RECOVERY (1990)
 ME0269
 ME0269'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0269'MARK NOT FOUND.
 ME0269
 ME0269                          STATION RECOVERY (1992)
 ME0269
 ME0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0269'IN PLYMOUTH, AT THE INTERSECTION OF NORTH PLUM AND WEST LA PORTE
 ME0269'STREETS, 96.0 M (315.0 FT) WEST OF THE CENTER OF NORTH PLUM STREET,
 ME0269'64.2 M (210.6 FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE TO PENN
 ME0269'CENTRAL STATION, 51.1 M (167.7 FT) NORTH OF THE CENTER OF LA PORTE
 ME0269'STREET, 45.8 M (150.3 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0269'2 STORY HOUSE, 20.2 M (66.3 FT) SOUTHEAST OF REFERENCE MARK 2, 12.6 M
 ME0269'(41.3 FT) EAST OF UTILITY POLE NUMBER 272-103, 1.4 M (4.6 FT)
 ME0269'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A STORAGE BUILDING, 0.7 M
 ME0269'(2.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M
 ME0269'(0.7 FT) BELOW THE GROUND SURFACE.
 ME0269
 ME0269                          STATION RECOVERY (2004)
 ME0269
 ME0269'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0271 ***********************************************************************
 ME0271  DESIGNATION -  PLY AZ MK
 ME0271  PID         -  ME0271
 ME0271  STATE/COUNTY-  IN/MARSHALL
 ME0271  COUNTRY     -  US
 ME0271  USGS QUAD   -  PLYMOUTH (2019)
 ME0271
 ME0271                         *CURRENT SURVEY CONTROL
 ME0271  ______________________________________________________________________
 ME0271* NAD 83(1986) POSITION- 41 20 30.     (N) 086 18 55.     (W)   SCALED
 ME0271* NAVD 88 ORTHO HEIGHT -   241.606 (meters)      792.67  (feet) ADJUSTED
 ME0271  ______________________________________________________________________
 ME0271  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0271  DYNAMIC HEIGHT  -        241.505 (meters)      792.34  (feet) COMP
 ME0271  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 ME0271
 ME0271  VERT ORDER      -  FIRST     CLASS I
 ME0271
 ME0271.The horizontal coordinates were scaled from a map and have
 ME0271.an estimated accuracy of +/- 6 seconds.
 ME0271
 ME0271.The orthometric height was determined by differential leveling and
 ME0271.adjusted by the NATIONAL GEODETIC SURVEY
 ME0271.in June 1991.
 ME0271
 ME0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0271.GEOID18 height accuracy estimate available here.
 ME0271
 ME0271.Click photographs - Photos may exist for this station.
 ME0271
 ME0271.The dynamic height is computed by dividing the NAVD 88
 ME0271.geopotential number by the normal gravity value computed on the
 ME0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0271.degrees latitude (g = 980.6199 gals.).
 ME0271
 ME0271.The modeled gravity was interpolated from observed gravity values.
 ME0271
 ME0271;                    North         East    Units  Estimated Accuracy
 ME0271;SPC IN E     -   676,700.       45,710.      MT  (+/- 180 meters Scaled)
 ME0271
 ME0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572769(NAD 83)
 ME0271
 ME0271                          SUPERSEDED SURVEY CONTROL
 ME0271
 ME0271  NGVD 29 (??/??/92)  241.731  (m)          793.08   (f) ADJ UNCH    1 1
 ME0271
 ME0271.Superseded values are not recommended for survey control.
 ME0271
 ME0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0271.See file dsdata.pdf to determine how the superseded data were derived.
 ME0271
 ME0271_MARKER: DZ = AZIMUTH MARK DISK
 ME0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0271_STAMPING: PLY 1952
 ME0271_MARK LOGO: CGS
 ME0271_PROJECTION: FLUSH
 ME0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0271+STABILITY: SURFACE MOTION
 ME0271
 ME0271  HISTORY     - Date     Condition        Report By
 ME0271  HISTORY     - 1952     MONUMENTED       CGS
 ME0271  HISTORY     - 1968     GOOD             CGS
 ME0271  HISTORY     - 1975     GOOD             NGS
 ME0271  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0271  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0271  HISTORY     - 20040601 MARK NOT FOUND   PICI
 ME0271
 ME0271                          STATION DESCRIPTION
 ME0271
 ME0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0271'0.2 MI N FROM PLYMOUTH.
 ME0271'ABOUT 0.2 MILE NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0271'MAIN LINE (BRICK) STATION AT PLYMOUTH, 158 FEET NORTH OF THE
 ME0271'CENTER OF THE JUNCTION OF WEST WASHINGTON STREET AND NORTH 2 ND
 ME0271'STREET, 170 FEET SOUTH OF THE CENTER OF THE CROSSING OF WEST
 ME0271'ADAMS STREET AND THE WEST ONE OF THREE TRACKS, 21.5 FEET WEST OF
 ME0271'THE WEST RAIL OF THE WEST ONE OF THREE TRACKS, 3 1/2 FEET
 ME0271'SOUTHEAST OF A POWER LINE POLE, 1 FOOT SOUTH OF A METAL WITNESS
 ME0271'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 ME0271'A CONCRETE POST FLUSH WITH THE GROUND.  IN SECTION 5, R 2 E,
 ME0271'T 33 N.
 ME0271
 ME0271                          STATION RECOVERY (1975)
 ME0271
 ME0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ME0271'RECOVERED IN GOOD CONDITION.
 ME0271
 ME0271                          STATION RECOVERY (1990)
 ME0271
 ME0271'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0271'MARK NOT FOUND.
 ME0271
 ME0271                          STATION RECOVERY (1992)
 ME0271
 ME0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0271'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0271
 ME0271                          STATION RECOVERY (2004)
 ME0271
 ME0271'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2089 ***********************************************************************
 ME2089  DESIGNATION -  PLY RM 2
 ME2089  PID         -  ME2089
 ME2089  STATE/COUNTY-  IN/MARSHALL
 ME2089  COUNTRY     -  US
 ME2089  USGS QUAD   -  PLYMOUTH (2019)
 ME2089
 ME2089                         *CURRENT SURVEY CONTROL
 ME2089  ______________________________________________________________________
 ME2089* NAD 83(1986) POSITION- 41 20 24.54   (N) 086 18 50.79   (W)   HD_HELD1
 ME2089* NAVD 88 ORTHO HEIGHT -   241.255 (meters)      791.52  (feet) ADJUSTED
 ME2089  ______________________________________________________________________
 ME2089  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME2089  DYNAMIC HEIGHT  -        241.154 (meters)      791.19  (feet) COMP
 ME2089  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME2089
 ME2089  VERT ORDER      -  FIRST     CLASS II
 ME2089
 ME2089.The horizontal coordinates were determined by differentially corrected
 ME2089.hand held GPS observations or other comparable positioning techniques
 ME2089.and have an estimated accuracy of +/- 3 meters.
 ME2089
 ME2089.The orthometric height was determined by differential leveling and
 ME2089.adjusted by the NATIONAL GEODETIC SURVEY
 ME2089.in April 1995.
 ME2089
 ME2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2089.GEOID18 height accuracy estimate available here.
 ME2089
 ME2089.Click photographs - Photos may exist for this station.
 ME2089
 ME2089.The dynamic height is computed by dividing the NAVD 88
 ME2089.geopotential number by the normal gravity value computed on the
 ME2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2089.degrees latitude (g = 980.6199 gals.).
 ME2089
 ME2089.The modeled gravity was interpolated from observed gravity values.
 ME2089
 ME2089;                    North         East    Units  Estimated Accuracy
 ME2089;SPC IN E     -   676,535.3      45,810.0     MT  (+/- 3 meters HH1 GPS) 
 ME2089
 ME2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5738776744(NAD 83)
 ME2089
 ME2089                          SUPERSEDED SURVEY CONTROL
 ME2089
 ME2089  NGVD 29 (01/19/93)  241.374  (m)          791.91   (f) ADJUSTED    1 2
 ME2089
 ME2089.Superseded values are not recommended for survey control.
 ME2089
 ME2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2089.See file dsdata.pdf to determine how the superseded data were derived.
 ME2089
 ME2089_MARKER: DR = REFERENCE MARK DISK
 ME2089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME2089_SP_SET: RETAINING WALL
 ME2089_STAMPING: PLY 1952 NO 2 1975
 ME2089_MARK LOGO: NGS
 ME2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2089+STABILITY: SURFACE MOTION
 ME2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2089+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME2089
 ME2089  HISTORY     - Date     Condition        Report By
 ME2089  HISTORY     - 1975     MONUMENTED       NGS
 ME2089  HISTORY     - 1984     GOOD             USPSQD
 ME2089  HISTORY     - 19920907 GOOD             NGS
 ME2089  HISTORY     - 20040601 GOOD             PICI
 ME2089
 ME2089                          STATION DESCRIPTION
 ME2089
 ME2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2089'IN PLYMOUTH.
 ME2089'THE MARK IS 1.0 FT ABOVE TRACKS.
 ME2089'IN PLYMOUTH, AND ABOUT 300 FEET NORTH OF THE PENN CENTRAL RAILROAD
 ME2089'STATION, IN THE TOP OF A 1 FOOT CONCRETE RETAINING WALL ALONG THE
 ME2089'WEST SIDE OF THE SPUR LINE OF THE RAILROAD, 41 FEET SOUTHWEST OF A
 ME2089'POWER POLE, 21 FEET SOUTH OF THE NORTH EDGE OF THE RETAINING WALL,
 ME2089'4 FEET WEST OF THE MOST WEST RAIL OF THE RAILROAD TRACKS.
 ME2089
 ME2089                          STATION RECOVERY (1984)
 ME2089
 ME2089'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME2089'ABOUT 4.3 FEET WEST OF WEST RAIL OF SIDING.
 ME2089
 ME2089                          STATION RECOVERY (1992)
 ME2089
 ME2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2089'IN PLYMOUTH, AT THE INTERSECTION OF NORTH GARR AND PLUM STREETS, IN A
 ME2089'24-INCH HIGH CONCRETE RETAINING WALL, 110.0 M (360.9 FT) WEST OF THE
 ME2089'CENTER OF NORTH PLUM STREET, 36.5 M (119.8 FT) SOUTH OF THE CENTER OF
 ME2089'GARR STREET, 21.2 M (69.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A
 ME2089'BUILDING, 20.9 M (68.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 ME2089'A METAL BUILDING, 20.2 M (66.3 FT) NORTHWEST OF TRIANGULATION STATION
 ME2089'PLY, 14.4 M (47.2 FT) NORTH OF UTILITY POLE NUMBER 272-107, 9.6 M
 ME2089'(31.5 FT) EAST OF THE CENTER OF A ALLEY, AND 0.7 M (2.3 FT) EAST OF A
 ME2089'WITNESS POST.
 ME2089
 ME2089                          STATION RECOVERY (2004)
 ME2089
 ME2089'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME2089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2090 ***********************************************************************
 ME2090  DESIGNATION -  PLY RM 3
 ME2090  PID         -  ME2090
 ME2090  STATE/COUNTY-  IN/MARSHALL
 ME2090  COUNTRY     -  US
 ME2090  USGS QUAD   -  PLYMOUTH (2019)
 ME2090
 ME2090                         *CURRENT SURVEY CONTROL
 ME2090  ______________________________________________________________________
 ME2090* NAD 83(1986) POSITION- 41 20 23.84   (N) 086 18 50.66   (W)   HD_HELD1
 ME2090* NAVD 88 ORTHO HEIGHT -   240.76  (+/-2cm)      789.9   (feet) VERTCON3
 ME2090  ______________________________________________________________________
 ME2090  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME2090  VERT ORDER      -  THIRD (See Below)
 ME2090
 ME2090.The horizontal coordinates were determined by differentially corrected
 ME2090.hand held GPS observations or other comparable positioning techniques
 ME2090.and have an estimated accuracy of +/- 3 meters.
 ME2090
 ME2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2090
 ME2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2090.GEOID18 height accuracy estimate available here.
 ME2090
 ME2090.The vertical order pertains to the NGVD 29 superseded value.
 ME2090
 ME2090.Click photographs - Photos may exist for this station.
 ME2090
 ME2090;                    North         East    Units  Estimated Accuracy
 ME2090;SPC IN E     -   676,513.7      45,812.9     MT  (+/- 3 meters HH1 GPS) 
 ME2090
 ME2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5739076723(NAD 83)
 ME2090
 ME2090                          SUPERSEDED SURVEY CONTROL
 ME2090
 ME2090  NGVD 29 (08/22/16)  240.88   (m)          790.3    (f) RESET       3  
 ME2090
 ME2090.Superseded values are not recommended for survey control.
 ME2090
 ME2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2090.See file dsdata.pdf to determine how the superseded data were derived.
 ME2090
 ME2090_MARKER: DR = REFERENCE MARK DISK
 ME2090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2090_SP_SET: FOOTING
 ME2090_STAMPING: PLY 1952 NO 3 1975
 ME2090_MARK LOGO: NGS
 ME2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2090
 ME2090  HISTORY     - Date     Condition        Report By
 ME2090  HISTORY     - 1975     MONUMENTED       NGS
 ME2090
 ME2090                          STATION DESCRIPTION
 ME2090
 ME2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2090'IN PLYMOUTH.
 ME2090'IN PLYMOUTH, ABOUT 300 FEET NORTH OF THE PENN CENTRAL RAILROAD
 ME2090'STATION, IN THE WEST EDGE OF A 2 FOOT BY 2 FOOT CONCRETE FOOTING
 ME2090'WHICH IS FLUSH, 53 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE
 ME2090'WHITE BUILDING, 24 FEET SOUTH OF A POWER POLE, 21 FEET NORTHEAST
 ME2090'OF A 24-INCH TREE, AND 4 FEET EAST OF THE WEST ONE OF TWO SPUR
 ME2090'TRACKS OF THE RAILROAD.
 ME2090'THE MARK IS 6 FT BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0303 ***********************************************************************
 ME0303  DESIGNATION -  PLYMOUTH
 ME0303  PID         -  ME0303
 ME0303  STATE/COUNTY-  IN/MARSHALL
 ME0303  COUNTRY     -  US
 ME0303  USGS QUAD   -  PLYMOUTH (2019)
 ME0303
 ME0303                         *CURRENT SURVEY CONTROL
 ME0303  ______________________________________________________________________
 ME0303* NAD 83(1997) POSITION- 41 20 24.75952(N) 086 18 50.92045(W)   ADJUSTED
 ME0303* NAVD 88 ORTHO HEIGHT -   241.227 (meters)      791.43  (feet) ADJUSTED
 ME0303  ______________________________________________________________________
 ME0303  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0303  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 ME0303  DYNAMIC HEIGHT  -        241.126 (meters)      791.09  (feet) COMP
 ME0303  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME0303
 ME0303  HORZ ORDER      -  SECOND
 ME0303  VERT ORDER      -  FIRST     CLASS I
 ME0303
 ME0303.The horizontal coordinates were established by classical geodetic methods
 ME0303.and adjusted by the National Geodetic Survey in May 1999.
 ME0303
 ME0303.The orthometric height was determined by differential leveling and
 ME0303.adjusted by the NATIONAL GEODETIC SURVEY
 ME0303.in June 1991.
 ME0303
 ME0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0303.GEOID18 height accuracy estimate available here.
 ME0303
 ME0303.Click photographs - Photos may exist for this station.
 ME0303
 ME0303.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0303
 ME0303.The dynamic height is computed by dividing the NAVD 88
 ME0303.geopotential number by the normal gravity value computed on the
 ME0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0303.degrees latitude (g = 980.6199 gals.).
 ME0303
 ME0303.The modeled gravity was interpolated from observed gravity values.
 ME0303
 ME0303. The following values were computed from the NAD 83(1997) position.
 ME0303
 ME0303;                    North         East     Units Scale Factor Converg.
 ME0303;SPC IN E     -   676,542.078    45,807.056   MT  1.00000280   -0 25 39.7
 ME0303;SPC IN E     - 2,219,621.80    150,285.32   sFT  1.00000280   -0 25 39.7
 ME0303;UTM  16      - 4,576,751.695   557,384.056   MT  0.99964052   +0 27 10.9
 ME0303
 ME0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0303!SPC IN E     -   0.99996747  x   1.00000280  =   0.99997027
 ME0303!UTM  16      -   0.99996747  x   0.99964052  =   0.99960800
 ME0303
 ME0303:                Primary Azimuth Mark                     Grid Az
 ME0303:SPC IN E     -  SULLIVAN                                 359 39 44.3
 ME0303:UTM  16      -  SULLIVAN                                 358 46 53.7
 ME0303
 ME0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5738476751(NAD 83)
 ME0303
 ME0303|---------------------------------------------------------------------|
 ME0303| PID    Reference Object                     Distance      Geod. Az  |
 ME0303|                                                           dddmmss.s |
 ME0303| ME0304 TRAV STA STUBEN                     266.979 METERS 20351     |
 ME0303| ME2339 SULLIVAN                            APPROX. 1.4 KM 3591404.6 |
 ME0303|---------------------------------------------------------------------|
 ME0303
 ME0303                          SUPERSEDED SURVEY CONTROL
 ME0303
 ME0303  NAD 83(1986)-  41 20 24.76489(N)    086 18 50.92872(W) AD(       ) 2
 ME0303  NAD 27      -  41 20 24.61180(N)    086 18 50.91580(W) AD(       ) 2
 ME0303  USSD        -  41 20 24.63700(N)    086 18 50.73100(W) AD(       ) 3
 ME0303  NGVD 29 (??/??/92)  241.353  (m)          791.84   (f) ADJ UNCH    1 1
 ME0303  NGVD 29             241.35   (m)          791.8    (f) LEVELING    3  
 ME0303
 ME0303.Superseded values are not recommended for survey control.
 ME0303
 ME0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0303.See file dsdata.pdf to determine how the superseded data were derived.
 ME0303
 ME0303_MARKER: DS = TRIANGULATION STATION DISK
 ME0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0303_SP_SET: RETAINING WALL
 ME0303_STAMPING: PLYMOUTH 1920
 ME0303_MARK LOGO: CGS
 ME0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0303+STABILITY: SURFACE MOTION
 ME0303
 ME0303  HISTORY     - Date     Condition        Report By
 ME0303  HISTORY     - 1920     MONUMENTED       CGS
 ME0303  HISTORY     - 1946     GOOD             CGS
 ME0303  HISTORY     - 1952     GOOD             CGS
 ME0303  HISTORY     - 1968     POOR             CGS
 ME0303  HISTORY     - 1975     POOR             NGS
 ME0303  HISTORY     - 1975     POOR             NGS
 ME0303  HISTORY     - 1977     GOOD             BRADY
 ME0303  HISTORY     - 1984     POOR             USPSQD
 ME0303  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0303  HISTORY     - 20040601 MARK NOT FOUND   PICI
 ME0303
 ME0303                          STATION DESCRIPTION
 ME0303
 ME0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0303'ON THE N END OF
 ME0303'VANDALIA RAILROAD
 ME0303'STATION PLATFORM AT PLYMOUTH, ON THE E SIDE OF
 ME0303'THE TRACK, 100 YARDS N OF THE
 ME0303'MILEPOST T.H. 159, 45 YARDS S OF THE
 ME0303'W GARRE STREET CROSSING, 30 YARDS S OF THE
 ME0303'WATCHTOWER, 1.570
 ME0303'METERS (5.15 FEET) E OF THE E AND NEAREST RAIL, 0.790 METER
 ME0303'(2.59 FEET) E
 ME0303'OF THE PLATFORM CURB.  THE STATION MARK IS A BRONZE TABLET
 ME0303'SET IN CEMENT IN THE BRICK
 ME0303'PAVEMENT WHICH FORMS THE RAILROAD
 ME0303'STATION PLATFORM.  THERE IS NO REFERENCE
 ME0303'MARK.
 ME0303
 ME0303                          STATION RECOVERY (1946)
 ME0303
 ME0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0303'AT PLYMOUTH.
 ME0303'AT PLYMOUTH, MARSHALL COUNTY, ON THE SOUTH BEND-LOGANSPORT LINE
 ME0303'OF THE PENNSYLVANIA RAILROAD, ABOUT 100 YARDS NORTH OF MILEPOST
 ME0303'TH 159, 45 YARDS SOUTH OF THE CROSSING OF WEST GARRE STREET,
 ME0303'AT THE NORTH END OF THE OLD VANDALIA RAILWAY STATION PLATFORM,
 ME0303'5.2 FEET EAST OF THE EAST RAIL, 2.6 FEET EAST OF THE SOUTHWEST
 ME0303'CORNER OF THE PLATFORM CURBING, AND IN THE CONCRETE CURBING AROUND
 ME0303'THE BRICK PAVEMENT WHICH FORMS THE PLATFORM.
 ME0303
 ME0303                          STATION RECOVERY (1952)
 ME0303
 ME0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0303'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 ME0303'STATION WAS NOT OCCUPIED AT THIS
 ME0303'TIME.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PLY
 ME0303'AND THE DISTANCE WAS FOUND TO BE 27.011
 ME0303'METERS.  THE OLD DESCRIPTION IS ADEQUATE.
 ME0303
 ME0303                          STATION RECOVERY (1968)
 ME0303
 ME0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0303'AT PLYMOUTH, ABOUT 100 YARDS NORTH OF THE PENN CENTRAL RAILROAD
 ME0303'STATION, BETWEEN THE TWO MOST EASTERLY OF THREE TRACKS, SET ON
 ME0303'THE TOP OF THE NORTH END OF A 1-FOOT HIGH CONCRETE RETAINING
 ME0303'WALL AROUND AN OLD STATION PLATFORM, 88.6 FEET NORTHEAST OF AND
 ME0303'ACROSS ONE TRACK FROM TRIANGULATION STATION PLY DESCRIBED, 102
 ME0303'FEET SOUTH OF THE CENTER LINE OF CARRA STREET, 4.9 FEET EAST OF
 ME0303'THE EAST RAIL OF THE CENTER ONE OF THE THREE TRACKS AND ABOUT
 ME0303'LEVEL WITH THE CENTER ONE OF THE TRACKS.  SEC 5, T 33 N, R 2 E.
 ME0303'NOTE-- THIS STATION WAS USED AS A REFERENCE MARK FOR
 ME0303'TRIANGULATION STATION PLY 1952.  NOTE-- THE STRUCTURE THE MARK IS
 ME0303'SET IN IS CRACKED ON BOTH SIDES OF THE MARK.  IT IS DOUBTFUL
 ME0303'THE ELEVATION WILL REMAIN STABLE.
 ME0303
 ME0303                          STATION RECOVERY (1975)
 ME0303
 ME0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0303'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN POOR CONDITION.
 ME0303'THE STATION WAS NOT OCCUPIED BUT WAS USED AS A REFERENCE MARK.  THE
 ME0303'OLD DESCRIPTION IS ADEQUATE.
 ME0303'
 ME0303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLYMOUTH.
 ME0303
 ME0303                          STATION RECOVERY (1975)
 ME0303
 ME0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ME0303'MARK RECOVERED IN POOR CONDITION.
 ME0303
 ME0303                          STATION RECOVERY (1977)
 ME0303
 ME0303'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME0303'PLYMOUTH 1920 RECOVERED GOOD.
 ME0303'
 ME0303'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLYMOUTH.
 ME0303
 ME0303                          STATION RECOVERY (1984)
 ME0303
 ME0303'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0303'CURBING IN WHICH MARK IS SET IS CRACKED AND NOT STABLE.
 ME0303
 ME0303                          STATION RECOVERY (1992)
 ME0303
 ME0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0303'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
 ME0303
 ME0303                          STATION RECOVERY (2004)
 ME0303
 ME0303'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2335 ***********************************************************************
 ME2335  DESIGNATION -  PLYMOUTH CO CTHSE CLOCK TOWER
 ME2335  PID         -  ME2335
 ME2335  STATE/COUNTY-  IN/MARSHALL
 ME2335  COUNTRY     -  US
 ME2335  USGS QUAD   -  PLYMOUTH (2019)
 ME2335
 ME2335                         *CURRENT SURVEY CONTROL
 ME2335  ______________________________________________________________________
 ME2335* NAD 83(1997) POSITION- 41 20 37.88088(N) 086 18 41.16785(W)   ADJUSTED
 ME2335  ______________________________________________________________________
 ME2335  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME2335  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 ME2335  HORZ ORDER      -  THIRD
 ME2335
 ME2335.The horizontal coordinates were established by classical geodetic methods
 ME2335.and adjusted by the National Geodetic Survey in May 1999.
 ME2335
 ME2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2335.GEOID18 height accuracy estimate available here.
 ME2335
 ME2335.Click photographs - Photos may exist for this station.
 ME2335
 ME2335.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2335
 ME2335. The following values were computed from the NAD 83(1997) position.
 ME2335
 ME2335;                    North         East     Units Scale Factor Converg.
 ME2335;SPC IN E     -   676,945.174    46,036.811   MT  1.00000249   -0 25 33.3
 ME2335;SPC IN E     - 2,220,944.29    151,039.10   sFT  1.00000249   -0 25 33.3
 ME2335;UTM  16      - 4,577,158.128   557,607.506   MT  0.99964084   +0 27 17.5
 ME2335
 ME2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5760777158(NAD 83)
 ME2335
 ME2335                          SUPERSEDED SURVEY CONTROL
 ME2335
 ME2335  NAD 83(1986)-  41 20 37.88408(N)    086 18 41.16704(W) AD(       ) 3
 ME2335  NAD 27      -  41 20 37.73000(N)    086 18 41.14300(W) AD(       ) 3
 ME2335  USSD        -  41 20 37.76000(N)    086 18 40.98000(W) AD(       ) 3
 ME2335
 ME2335.Superseded values are not recommended for survey control.
 ME2335
 ME2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2335.See file dsdata.pdf to determine how the superseded data were derived.
 ME2335
 ME2335_MARKER: 55 = TOWER
 ME2335
 ME2335  HISTORY     - Date     Condition        Report By
 ME2335  HISTORY     - 1920     FIRST OBSERVED   CGS
 ME2335  HISTORY     - 1952     GOOD             CGS
 ME2335  HISTORY     - 1983     GOOD             USPSQD
 ME2335  HISTORY     - 19940718 GOOD             USPSQD
 ME2335
 ME2335                          STATION DESCRIPTION
 ME2335
 ME2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2335'THE STATION IS A BALL AT THE TOP OF THE CLOCKTOWER OF THE
 ME2335'MARSHALL COUNTY
 ME2335'COURTHOUSE LOCATED BETWEEN NORTH CENTER STREET AND NORTH WALNUT
 ME2335'STREET ON THE NORTH SIDE OF WEST
 ME2335'JEFFERSON STREET (U.S. HIGHWAY 30) IN PLYMOUTH.  THE STRUCTURE
 ME2335'EXTENDS ABOUT 75 FEET ABOVE THE COURTHOUSE
 ME2335'BUILDING, IS BUILT OF WOOD AND STEEL, AND IS
 ME2335'PAINTED CREAM COLOR.
 ME2335'
 ME2335'PROBABLY THE SAME AS PLYMOUTH, COURTHOUSE, CUPOLA, 1920.
 ME2335
 ME2335                          STATION RECOVERY (1983)
 ME2335
 ME2335'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME2335'STATION RECOVERED GOOD.
 ME2335'
 ME2335'RECOVERED AS DESCRIBED.
 ME2335
 ME2335                          STATION RECOVERY (1994)
 ME2335
 ME2335'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2336 ***********************************************************************
 ME2336  DESIGNATION -  PLYMOUTH N IND PUB SERVICE RAD
 ME2336  PID         -  ME2336
 ME2336  STATE/COUNTY-  IN/MARSHALL
 ME2336  COUNTRY     -  US
 ME2336  USGS QUAD   -  PLYMOUTH (2019)
 ME2336
 ME2336                         *CURRENT SURVEY CONTROL
 ME2336  ______________________________________________________________________
 ME2336* NAD 83(1997) POSITION- 41 20 17.13474(N) 086 18 52.88905(W)   ADJUSTED
 ME2336  ______________________________________________________________________
 ME2336  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME2336  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 ME2336  HORZ ORDER      -  THIRD
 ME2336
 ME2336.The horizontal coordinates were established by classical geodetic methods
 ME2336.and adjusted by the National Geodetic Survey in May 1999.
 ME2336
 ME2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2336.GEOID18 height accuracy estimate available here.
 ME2336
 ME2336.Click photographs - Photos may exist for this station.
 ME2336
 ME2336.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2336
 ME2336. The following values were computed from the NAD 83(1997) position.
 ME2336
 ME2336;                    North         East     Units Scale Factor Converg.
 ME2336;SPC IN E     -   676,307.200    45,759.530   MT  1.00000286   -0 25 40.9
 ME2336;SPC IN E     - 2,218,851.21    150,129.39   sFT  1.00000286   -0 25 40.9
 ME2336;UTM  16      - 4,576,516.200   557,340.161   MT  0.99964046   +0 27 09.6
 ME2336
 ME2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5734076516(NAD 83)
 ME2336
 ME2336                          SUPERSEDED SURVEY CONTROL
 ME2336
 ME2336  NAD 83(1986)-  41 20 17.13966(N)    086 18 52.89712(W) AD(       ) 3
 ME2336  NAD 27      -  41 20 16.98700(N)    086 18 52.88500(W) AD(       ) 3
 ME2336
 ME2336.Superseded values are not recommended for survey control.
 ME2336
 ME2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2336.See file dsdata.pdf to determine how the superseded data were derived.
 ME2336
 ME2336_MARKER: 42 = RADIO/TV MAST
 ME2336
 ME2336  HISTORY     - Date     Condition        Report By
 ME2336  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2336  HISTORY     - 1983     GOOD             USPSQD
 ME2336  HISTORY     - 19940718 GOOD             USPSQD
 ME2336
 ME2336                          STATION DESCRIPTION
 ME2336
 ME2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2336'THE STATION IS A RED LIGHT AT THE TOP OF THE RADIO MAST OF THE
 ME2336'NORTHERN INDIANA
 ME2336'PUBLIC SERVICE CO. LOCATED AT THE COMPANYS SUB-STATION IN THE SOUTH
 ME2336'PART OF PLYMOUTH ABOUT 150 FEET
 ME2336'SOUTH OF STATE HIGHWAY 17.  THE STRUCTURE IS ABOUT 145
 ME2336'FEET HIGH, IS BUILT OF STEEL AND IS PAINTED IN
 ME2336'ALTERNATE SECTIONS OF RED AND WHITE.
 ME2336
 ME2336                          STATION RECOVERY (1983)
 ME2336
 ME2336'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME2336'STATION RECOVERED GOOD.
 ME2336'
 ME2336'RECOVERED AS DESCRIBED.
 ME2336
 ME2336                          STATION RECOVERY (1994)
 ME2336
 ME2336'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3227 ***********************************************************************
 ME3227  DESIGNATION -  PLYPORT AZ MK
 ME3227  PID         -  ME3227
 ME3227  STATE/COUNTY-  IN/MARSHALL
 ME3227  COUNTRY     -  US
 ME3227  USGS QUAD   -  PLYMOUTH (2019)
 ME3227
 ME3227                         *CURRENT SURVEY CONTROL
 ME3227  ______________________________________________________________________
 ME3227* NAD 83(1997) POSITION- 41 21 53.96823(N) 086 17 48.15198(W)   ADJUSTED
 ME3227* NAD 83(1997) ELLIP HT-   206.892 (meters)        (05/25/99)   ADJUSTED
 ME3227* NAVD 88 ORTHO HEIGHT -   240.6   (meters)      789.    (feet) VERTCON3
 ME3227  ______________________________________________________________________
 ME3227  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 ME3227  NAD 83(1997) X  -    309,646.279 (meters)                     COMP
 ME3227  NAD 83(1997) Y  - -4,784,045.267 (meters)                     COMP
 ME3227  NAD 83(1997) Z  -  4,193,067.156 (meters)                     COMP
 ME3227  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 ME3227  HORZ ORDER      -  THIRD
 ME3227  ELLP ORDER      -  FOURTH    CLASS I
 ME3227
 ME3227.This mark is at Plymouth Airport (C65)
 ME3227
 ME3227.The horizontal coordinates were established by GPS observations
 ME3227.and adjusted by the National Geodetic Survey in May 1999.
 ME3227
 ME3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3227
 ME3227.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3227.GEOID18 height accuracy estimate available here.
 ME3227
 ME3227.Click photographs - Photos may exist for this station.
 ME3227
 ME3227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3227
 ME3227.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3227
 ME3227.The ellipsoidal height was determined by GPS observations
 ME3227.and is referenced to NAD 83.
 ME3227
 ME3227. The following values were computed from the NAD 83(1997) position.
 ME3227
 ME3227;                    North         East     Units Scale Factor Converg.
 ME3227;SPC IN E     -   679,283.367    47,286.400   MT  1.00000085   -0 24 59.0
 ME3227;SPC IN E     - 2,228,615.51    155,138.80   sFT  1.00000085   -0 24 59.0
 ME3227;UTM  16      - 4,579,514.409   558,820.560   MT  0.99964258   +0 27 53.2
 ME3227
 ME3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3227!SPC IN E     -   0.99996755  x   1.00000085  =   0.99996840
 ME3227!UTM  16      -   0.99996755  x   0.99964258  =   0.99961014
 ME3227
 ME3227:                Primary Azimuth Mark                     Grid Az
 ME3227:SPC IN E     -  PLYPORT                                  276 17 29.3
 ME3227:UTM  16      -  PLYPORT                                  275 24 37.1
 ME3227
 ME3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5882079514(NAD 83)
 ME3227
 ME3227|---------------------------------------------------------------------|
 ME3227| PID    Reference Object                     Distance      Geod. Az  |
 ME3227|                                                           dddmmss.s |
 ME3227| ME3226 PLYPORT                             APPROX. 0.9 KM 2755230.3 |
 ME3227|---------------------------------------------------------------------|
 ME3227
 ME3227                          SUPERSEDED SURVEY CONTROL
 ME3227
 ME3227  NAD 83(1986)-  41 21 53.97317(N)    086 17 48.16076(W) AD(       ) 3
 ME3227  NAD 27      -  41 21 53.82477(N)    086 17 48.13785(W) AD(       ) 3
 ME3227  NGVD 29 (02/23/89)  240.8    (m)  RAPSU86  model used  GPS OBS        
 ME3227
 ME3227.Superseded values are not recommended for survey control.
 ME3227
 ME3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3227.See file dsdata.pdf to determine how the superseded data were derived.
 ME3227
 ME3227_MARKER: DZ = AZIMUTH MARK DISK
 ME3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3227_STAMPING: PLYPORT 1986
 ME3227_MARK LOGO: NGS
 ME3227_PROJECTION: FLUSH
 ME3227_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3227+STABILITY: SURFACE MOTION
 ME3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3227+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 ME3227
 ME3227  HISTORY     - Date     Condition        Report By
 ME3227  HISTORY     - 1988     MONUMENTED       NGS
 ME3227  HISTORY     - 19920907 GOOD             NGS
 ME3227  HISTORY     - 20180314 GOOD             LFA
 ME3227
 ME3227                          STATION DESCRIPTION
 ME3227
 ME3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3227'THE STATION IS LOCATED ABOUT 36.2 KM (22.50 MI) SOUTHWEST OF NAPPANEE,
 ME3227'4.0 KM (2.50 MI) NORTH OF PLYMOUTH AND AT THE PLYMOUTH MUNICIPAL
 ME3227'AIRPORT.  OWNERSHIP--PLYMOUTH AVIATION, PLYMOUTH AIRPORT, PLYMOUTH,
 ME3227'IN 46563, PHONE 219-935-5152.  AIRPORT MANAGER IS FRANK S. KISH.
 ME3227'TO REACH THE STATION FROM THE U.S HIGHWAY BRIDGE OVER STATE HIGHWAY
 ME3227'17 SOUTH, MICHIGAN AVENUE, IN THE NORTH SECTION OF PLYMOUTH, GO NORTH
 ME3227'ON MICHIGAN AVENUE FOR 0.48 KM (0.30 MI) TO A PAVED ROAD RIGHT.  TURN
 ME3227'RIGHT AND GO EAST FOR 0.4 KM (0.25 MI) TO AIRPORT OFFICE.  FROM THE
 ME3227'SOUTHWEST CORNER OF OFFICE, GO SOUTHEASTERLY ACROSS APRON AND TAXIWAY
 ME3227'FOR 0.11 KM (0.05 MI) TO END OF RUNWAY 10.  TURN LEFT AND GO
 ME3227'EAST-SOUTHEAST ALONG THE RUNWAY FOR 0.92 KM (0.55 MI) TO THE MARK ON
 ME3227'THE RIGHT JUST BEFORE REACHING AN AIRPLANE TURNAROUND.
 ME3227'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---PLYPORT
 ME3227'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3227'FLUSH WITH THE GROUND.  LOCATED 26.21 M (86.0 FT) WEST FROM THE SOUTH
 ME3227'ONE OF TWO BLUE TAXIWAY MARKER LIGHT, 14.33 M (47.0 FT) NORTH FROM
 ME3227'CENTER OF RUNWAY 28, 1.83 M (6.0 FT) NORTH FROM A YELLOW AND WHITE
 ME3227'RUNWAY MARKER LIGHT AND 0.79 M (2.6 FT) NORTH FROM A FIBERGLASS
 ME3227'WITNESS POST.
 ME3227'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3227'DESCRIBED BY D.A. BOWLING.
 ME3227
 ME3227                          STATION RECOVERY (1992)
 ME3227
 ME3227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME3227'0.5 KM (0.30 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 ME3227'U.S. HIGHWAY 30 IN PLYMOUTH, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG A
 ME3227'PAVED ROAD, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ACROSS AN APRON AND
 ME3227'TAXIWAY, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG RUNWAY 10, 26.4 M
 ME3227'(86.6 FT) WEST OF THE MOST SOUTHERLY OF TWO TAXIWAY LIGHTS, 13.2 M
 ME3227'(43.3 FT) NORTH OF THE CENTER OF THE RUNWAY, 1.9 M (6.2 FT) NORTH OF
 ME3227'A YELLOW AND WHITE RUNWAY LIGHT, AND THE MONUMENT IS FLUSH WITH THE
 ME3227'GROUND SURFACE.
 ME3227
 ME3227                          STATION RECOVERY (2018)
 ME3227
 ME3227'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2018 (SST)
 ME3227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1991 ***********************************************************************
 LA1991  DESIGNATION -  POE
 LA1991  PID         -  LA1991
 LA1991  STATE/COUNTY-  IN/ALLEN
 LA1991  COUNTRY     -  US
 LA1991  USGS QUAD   -  POE (2019)
 LA1991
 LA1991                         *CURRENT SURVEY CONTROL
 LA1991  ______________________________________________________________________
 LA1991* NAD 83(1997) POSITION- 40 55 17.94757(N) 085 06 35.73060(W)   ADJUSTED
 LA1991* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LA1991  ______________________________________________________________________
 LA1991  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 LA1991  LAPLACE CORR    -          2.19  (seconds)                    DEFLEC18
 LA1991  HORZ ORDER      -  FIRST
 LA1991
 LA1991.The horizontal coordinates were established by classical geodetic methods
 LA1991.and adjusted by the National Geodetic Survey in May 1999.
 LA1991
 LA1991.The orthometric height was scaled from a topographic map.
 LA1991
 LA1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1991.GEOID18 height accuracy estimate available here.
 LA1991
 LA1991.Click photographs - Photos may exist for this station.
 LA1991
 LA1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1991
 LA1991. The following values were computed from the NAD 83(1997) position.
 LA1991
 LA1991;                    North         East     Units Scale Factor Converg.
 LA1991;SPC IN E     -   630,006.950   146,895.515   MT  0.99999372   +0 21 52.9
 LA1991;SPC IN E     - 2,066,947.80    481,939.70   sFT  0.99999372   +0 21 52.9
 LA1991;UTM  16      - 4,531,779.561   659,150.421   MT  0.99991175   +1 14 17.9
 LA1991
 LA1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1991!SPC IN E     -   0.99996652  x   0.99999372  =   0.99996024
 LA1991!UTM  16      -   0.99996652  x   0.99991175  =   0.99987827
 LA1991
 LA1991:                Primary Azimuth Mark                     Grid Az
 LA1991:SPC IN E     -  POE AZ MK                                359 31 30.3
 LA1991:UTM  16      -  POE AZ MK                                358 39 05.3
 LA1991
 LA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5915031779(NAD 83)
 LA1991
 LA1991|---------------------------------------------------------------------|
 LA1991| PID    Reference Object                     Distance      Geod. Az  |
 LA1991|                                                           dddmmss.s |
 LA1991| LA1992 POE RM 3                             35.857 METERS 00334     |
 LA1991| CC9170 POE RM 1                             25.957 METERS 01546     |
 LA1991| LA1987 ST JOSEPH CATH CHURCH SPIRE         APPROX. 6.8 KM 0194500.4 |
 LA1991| LA1994 EMMANUEL EVAN LUTH CH SPIRE         APPROX.10.3 KM 0362420.2 |
 LA1991| LA2411 DAYTON GRAND RAPIDS AWY BCN 8       APPROX.11.4 KM 0912734.9 |
 LA1991| CC9171 POE RM 2                             24.699 METERS 28249     |
 LA1991| CC9169 POE AZ MK                                          3595323.2 |
 LA1991|---------------------------------------------------------------------|
 LA1991
 LA1991                          SUPERSEDED SURVEY CONTROL
 LA1991
 LA1991  NAD 83(1995)-  40 55 17.94759(N)    085 06 35.73526(W) AD(       ) 1
 LA1991  NAD 83(1986)-  40 55 17.94988(N)    085 06 35.74525(W) AD(       ) 1
 LA1991  NAD 27      -  40 55 17.77390(N)    085 06 35.85610(W) AD(       ) 1
 LA1991
 LA1991.Superseded values are not recommended for survey control.
 LA1991
 LA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1991.See file dsdata.pdf to determine how the superseded data were derived.
 LA1991
 LA1991_MARKER: DS = TRIANGULATION STATION DISK
 LA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1991_STAMPING: POE 1946
 LA1991_MARK LOGO: CGS
 LA1991_PROJECTION: FLUSH
 LA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1991+STABILITY: SURFACE MOTION
 LA1991
 LA1991  HISTORY     - Date     Condition        Report By
 LA1991  HISTORY     - 1946     MONUMENTED       CGS
 LA1991  HISTORY     - 1947     GOOD             CGS
 LA1991  HISTORY     - 1955     GOOD             CGS
 LA1991  HISTORY     - 1955     GOOD             CGS
 LA1991  HISTORY     - 1963     GOOD             CGS
 LA1991
 LA1991                          STATION DESCRIPTION
 LA1991
 LA1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA1991'THIS STATION IS LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2.0
 LA1991'MILES SOUTHWEST OF POE.
 LA1991'
 LA1991'IT IS 43 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 30 FEET WEST OF
 LA1991'A FENCELINE AND 40 FEET NORTH OF A FENCELINE.  THE MARK IS FLUSH AND
 LA1991'THE DISK IS STAMPED POE 1946.
 LA1991'
 LA1991'REFERENCE MARK NO. 1 IS 85.16 FEET WEST OF THE STATION.  IT IS 60 FEET
 LA1991'EAST OF A LARGE BARN, 20 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD
 LA1991'AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 LA1991'DISK IS STAMPED POE NO 1 1946.
 LA1991'
 LA1991'REFERENCE MARK NO. 2 IS 81.05 FEET NORTH OF THE STATION.  IT IS 20
 LA1991'FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN AND 1 FOOT EAST OF A
 LA1991'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED POE NO
 LA1991'2 1946.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 25 FEET WEST
 LA1991'OF THE CENTERLINE OF A GRAVEL ROAD, 3 FEET WEST OF A WITNESS POST AND
 LA1991'2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 LA1991'THE DISK IS STAMPED POE 1946.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE TOWN OF POE, GO SOUTHWEST FOR 01.4 MILE
 LA1991'TO A CROSSROAD.  TURN LEFT AND CONTINUE FOR 0.7 MILE TO THE STATION ON
 LA1991'RIGHT AS DESCRIBED.
 LA1991'
 LA1991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 LA1991'FOR 0.4 MILE TO FARMHOUSE ON LEFT AND AZIMUTH ON LEFT AS DESCRIBED.
 LA1991'
 LA1991'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 LA1991
 LA1991                          STATION RECOVERY (1947)
 LA1991
 LA1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1991'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND IN
 LA1991'GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS IN THE ORIGINAL
 LA1991'DESCRIPTION WERE INTERCHANGED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 LA1991'
 LA1991'THE STATION IS LOCATED 10 MILES SOUTH OF FORT WAYNE AND 2 MILES
 LA1991'SOUTHWEST OF POE, ON PROPERTY OWNED BY HERSHEL MCKIFFER.
 LA1991'
 LA1991'IT IS 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 43 FEET
 LA1991'WEST OF THE CENTER OF A GRAVEL ROAD, 37 FEET NORTH OF THE CENTER OF A
 LA1991'ENTRANCE DRIVE AND 23 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 LA1991'FLUSH AND THE DISK IS STAMPED POE 1946.  NOTE 1A, 7A.
 LA1991'
 LA1991'REFERENCE MARK NO. 1 IS 85.16 FEET NORTH OF THE STATION.  IT IS 23
 LA1991'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 LA1991'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POE NO
 LA1991'1 1946.  NOTE 11A.
 LA1991'
 LA1991'REFERENCE MARK NO. 2 IS 81.05 FEET WEST OF THE STATION.  IT IS 20 FEET
 LA1991'SOUTH OF THE SOUTHWEST CORNER OF THE BARN AND 1 FOOT EAST OF A
 LA1991'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POE NO
 LA1991'2 1946.  NOTE 11A.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 21 FEET WEST
 LA1991'OF THE CENTER OF A GRAVEL ROAD, 16 FEET SOUTH OF THE CENTER OF AN
 LA1991'ENTRANCE DRIVE, 2 FEET SOUTHWEST OF A FENCE CORNER AND 2.5 FEET WEST
 LA1991'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LA1991'STAMPED POE 1946.  NOTE 11A.
 LA1991'
 LA1991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4 MILE TO A
 LA1991'FARM HOUSE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF POE, GO
 LA1991'SOUTHWEST 1.4 MILES TO A CROSSROAD, TURN LEFT AND GO 0.7 MILE TO THE
 LA1991'STATION ON THE RIGHT AS DESCRIBED.
 LA1991'
 LA1991'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LA1991
 LA1991                          STATION RECOVERY (1955)
 LA1991
 LA1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1991'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A
 LA1991'POWER LINE TOWER, 156 FEET HIGH, HAS BEEN BUILT ON THE POE-ZANESVILLE
 LA1991'LINE.  REFERENCE MARK 1 IS OBSTRUCTED BY THE SOUTHEAST CORNER OF A
 LA1991'CORN CRIB.  REFERENCE MARK 3 WAS ESTABLISHED.  BECAUSE OF LOCAL
 LA1991'CHANGES A NEW DESCRIPTION FOLLOWS-
 LA1991'
 LA1991'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2 MILES
 LA1991'WEST OF THE SMALL SETTLEMENT OF POE.  IT IS 54 FEET SOUTHEAST OF THE
 LA1991'SOUTHEAST CORNER OF A BARN, 40 FEET WEST OF THE CENTER OF A GRAVELED
 LA1991'ROAD, 36 FEET NORTH OF THE CENTER OF A DRIVEWAY, 24 FEET WEST OF A
 LA1991'POWERLINE POLE AND ON LAND OWNED BY MR. HERSHEL MCKIFFER.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND A
 LA1991'GRAVELED CROSS ROAD IN THE SMALL SETTLEMENT OF POE, GO WEST ON A
 LA1991'MACADAM ROAD FOR 1.4 MILES TO A CROSS ROAD TURN LEFT (SOUTH) AND GO
 LA1991'0.15 MILE TO THE FARM HOME OF MR. PAUL GRAFT ON THE RIGHT AND THE
 LA1991'AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE SOUTH ON THE GRAVELED ROAD
 LA1991'FOR 0.6 MILE TO THE STATION AS DESCRIBED.
 LA1991'
 LA1991'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED POE
 LA1991'1946 (NOTES 1A AND 7A)
 LA1991'
 LA1991'REFERENCE MARK 1 IS 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 LA1991'AND 1 FOOT EAST OF THE EAST WALL OF A CORN CRIB.  THE MARK PROJECTS 5
 LA1991'INCHES, AND THE DISK IS STAMPED POE NO 1 1946 (NOTE 11A)
 LA1991'
 LA1991'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN.
 LA1991'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED POE NO 2 1946
 LA1991'(NOTE 11A)
 LA1991'
 LA1991'POE 1946 RM 3 IS 48 FEET EAST OF THE NORTHEAST CORNER OF THE BARN, 33
 LA1991'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 18.5 FEET
 LA1991'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING.  THE MARK
 LA1991'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED POE 1946 RM 3
 LA1991'(NOTE 11B)
 LA1991'
 LA1991'THE AZIMUTH MARK IS 49 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LA1991'MR. GRAFTS FARM HOME, 21 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 LA1991'10 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF A
 LA1991'FENCE CORNER.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED POE
 LA1991'1946 (NOTE 16A)
 LA1991'
 LA1991'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 34 METERS.
 LA1991
 LA1991                          STATION RECOVERY (1955)
 LA1991
 LA1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 LA1991'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION BUT DESCRIPTION IS
 LA1991'INCORRECT.  R.M. 1 IS CORRECTLY 25.957 METERS (85.16 FT.) FROM STATION
 LA1991'BUT IS TO THE NORTH.  R.M. 2 IS CORRECTLY 24.704 METERS (81.05 FT.)
 LA1991'FROM STATION BUT IS TO THE WEST.  THE DIRECTION GIVEN TO R.M. 1 WAS
 LA1991'ACTUALLY TO R.M. 2, AND THE DIRECTION GIVEN TO R.M. 2 WAS ACTUALLY TO
 LA1991'R.M. 1.  THE ANGLE BETWEEN R.M. 2 AND R.M. 1 OF 92 DEG 56 MIN 50 SEC
 LA1991'CHECKED SATISFACTORILY.  THE DESCRIPTION IS POOR, HENCE A COMPLETE
 LA1991'DESCRIPTION FOLLOWS-
 LA1991'
 LA1991'LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2 MILES SOUTHWEST OF
 LA1991'POE, 111 FEET NORTH OF THE NORTHEAST CORNER OF THE RED BRICK HOUSE OF
 LA1991'MR. EDWARD SCHENCK, 43 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 LA1991'AND 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN.
 LA1991'
 LA1991'REFERENCE MARK NO. 1 IS 85.16 FEET NNE OF THE STATION, 65 FEET EAST OF
 LA1991'THE BARN, AND 20 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD.
 LA1991'MARKED BY A STANDARD DISK, STAMPED POE NO 1 1946, SET IN THE TOP OF A
 LA1991'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 LA1991'
 LA1991'REFERENCE MARK NO. 2 IS 81.05 FEET WNW OF THE STATION, 21 FEET SOUTH
 LA1991'OF THE SOUTHWEST CORNER OF THE BARN.  MARKED BY A STANDARD DISK,
 LA1991'STAMPED POE NO 2 1946, SET IN THE TOP OF A CONCRETE MONUMENT
 LA1991'PROJECTING 3 INCHES ABOVE GROUND.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 20 FEET WEST OF THE
 LA1991'CENTERLINE OF THE GRAVEL ROAD, 14 FEET SOUTH OF THE CENTERLINE OF THE
 LA1991'DRIVEWAY TO THE HOME OF MR. PAUL GRAFT, AND 2 FEET SOUTHWEST OF A
 LA1991'FENCE CORNER.  MARKED BY A STANDARD DISK, STAMPED POE 1946, SET IN THE
 LA1991'TOP OF A CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF POE, GO
 LA1991'SOUTHWEST AND WEST ALONG THE YODER ROAD 1.4 MILES TO A CROSSROAD.
 LA1991'TURN LEFT (SOUTH) AND GO 0.7 MILE ON GRAVEL ROAD TO THE STATION ON
 LA1991'RIGHT AS DESCRIBED.
 LA1991
 LA1991                          STATION RECOVERY (1963)
 LA1991
 LA1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1991'ABOUT 0.4 MILE SW AND THEN ABOUT 1.0 MILES W ALONG YODER ROAD FROM ITS
 LA1991'INTERSECTION WITH WINCHESTER ROAD IN VILLAGE OF POE, THENCE 0.15 MILE
 LA1991'S ALONG COMER ROAD TO THE AZIMUTH MARK ON RIGHT, THENCE CONTINUE S ON
 LA1991'COMER ROAD 0.6 MILE TO STATION ON RIGHT.
 LA1991'
 LA1991'IT IS 111 FEET N OF NE CORNER OF MOST ELY WALL OF 2-STORY BRICK HOUSE,
 LA1991'21.0 FEET E OF PROJECTED PLANE OF SAID WALL, 43 FEET W OF CENTER LINE
 LA1991'OF ROAD, AND 57 FEET SE OF SE CORNER OF BARN, STANDARD DISKS ARE
 LA1991'STAMPED POE 1946 AND SET IN NOTES MARKS, THE UPPER FLUSH WITH GROUND.
 LA1991'
 LA1991'REFERENCE STAMPED POE NO 1 1946, FLUSH, IS 85.10 FEET OR 25.939 METERS
 LA1991'NNE OF STATION, 65 FEET E OF ONE BARN, 58.6 FEET SSE OF SE CORNER OF
 LA1991'ANOTHER BARN, 19 FEET W OF CENTER LINE OF THE GRAVEL ROAD.
 LA1991'
 LA1991'REFERENCE STAMPED POE NO 2 1946, FLUSH, IS 80.96 FEET OR 24.677 METERS
 LA1991'W OF STATION, 21 FEET S OF SW CORNER OF BARN, AND 2.4 FEET E OF
 LA1991'PROJECTED PLANE OF W WALL OF IT.
 LA1991'
 LA1991'REFERENCE STAMPED POE NO 3 1946, 0.4 FOOT UNDERGROUND, IS 117.64 FEET
 LA1991'OR 35.857 METERS N OF STATION, 34 FEET W OF CENTER LINE OF ROAD, 20.0
 LA1991'FEET SSE OF SE CORNER OF SMALL BUILDING.
 LA1991'
 LA1991'AZIMUTH MARK STAMPED POE 1946, PROJECTS 0.5 FOOT, IS ABOUT 0.5 MILE N
 LA1991'OF STATION, 21 FEET S OF PROJECTED PLANE OF S WALL OF FRAME HOUSE, 26
 LA1991'FEET N OF TRANSFORMER POWER POLE, AND 20 FEET W OF CENTER LINE OF
 LA1991'GRAVELED COMER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1992 ***********************************************************************
 LA1992  DESIGNATION -  POE RM 3
 LA1992  PID         -  LA1992
 LA1992  STATE/COUNTY-  IN/ALLEN
 LA1992  COUNTRY     -  US
 LA1992  USGS QUAD   -  POE (2019)
 LA1992
 LA1992                         *CURRENT SURVEY CONTROL
 LA1992  ______________________________________________________________________
 LA1992* NAD 83(1997) POSITION- 40 55 19.10770(N) 085 06 35.63511(W)   ADJUSTED
 LA1992* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 LA1992  ______________________________________________________________________
 LA1992  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 LA1992  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 LA1992  HORZ ORDER      -  SECOND
 LA1992
 LA1992.The horizontal coordinates were established by classical geodetic methods
 LA1992.and adjusted by the National Geodetic Survey in May 1999.
 LA1992
 LA1992.The orthometric height was scaled from a topographic map.
 LA1992
 LA1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1992.GEOID18 height accuracy estimate available here.
 LA1992
 LA1992.Click photographs - Photos may exist for this station.
 LA1992
 LA1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1992
 LA1992. The following values were computed from the NAD 83(1997) position.
 LA1992
 LA1992;                    North         East     Units Scale Factor Converg.
 LA1992;SPC IN E     -   630,042.751   146,897.522   MT  0.99999373   +0 21 52.9
 LA1992;SPC IN E     - 2,067,065.26    481,946.29   sFT  0.99999373   +0 21 52.9
 LA1992;UTM  16      - 4,531,815.386   659,151.882   MT  0.99991176   +1 14 18.0
 LA1992
 LA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1992!SPC IN E     -   0.99996652  x   0.99999373  =   0.99996025
 LA1992!UTM  16      -   0.99996652  x   0.99991176  =   0.99987828
 LA1992
 LA1992:                Primary Azimuth Mark                     Grid Az
 LA1992:SPC IN E     -  KINGSLAND                                205 09 17.1
 LA1992:UTM  16      -  KINGSLAND                                204 16 52.0
 LA1992
 LA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5915131815(NAD 83)
 LA1992
 LA1992|---------------------------------------------------------------------|
 LA1992| PID    Reference Object                     Distance      Geod. Az  |
 LA1992|                                                           dddmmss.s |
 LA1992| MD1549 RADIO STATION WKJG MAST             APPROX. 9.1 KM 0053054.5 |
 LA1992| LA1991 POE                                  35.857 METERS 18334     |
 LA1992| LA1999 KINGSLAND                           APPROX.11.3 KM 2053110.0 |
 LA1992|---------------------------------------------------------------------|
 LA1992
 LA1992                          SUPERSEDED SURVEY CONTROL
 LA1992
 LA1992  NAD 83(1995)-  40 55 19.10772(N)    085 06 35.63976(W) AD(       ) 2
 LA1992  NAD 83(1986)-  40 55 19.10998(N)    085 06 35.64976(W) AD(       ) 2
 LA1992  NAD 27      -  40 55 18.93400(N)    085 06 35.76060(W) AD(       ) 2
 LA1992
 LA1992.Superseded values are not recommended for survey control.
 LA1992
 LA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1992.See file dsdata.pdf to determine how the superseded data were derived.
 LA1992
 LA1992_MARKER: DR = REFERENCE MARK DISK
 LA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1992_STAMPING: POE NO 3 1946
 LA1992_MARK LOGO: CGS
 LA1992_PROJECTION: FLUSH
 LA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1992+STABILITY: SURFACE MOTION
 LA1992
 LA1992  HISTORY     - Date     Condition        Report By
 LA1992  HISTORY     - 1955     MONUMENTED       CGS
 LA1992
 LA1992                          STATION DESCRIPTION
 LA1992
 LA1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1992'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2
 LA1992'MILES WEST OF THE SMALL
 LA1992'SETTLEMENT OF POE.  IT IS 48 FEET EAST OF THE NORTHEAST CORNER OF A
 LA1992'BARN, 33 FEET WEST OF THE CENTER OF
 LA1992'A GRAVELED ROAD, 18.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LA1992'OF A SMALL BUILDING, AND ON LAND OWNED
 LA1992'BY MR. HERSHEL MCKIFFER.
 LA1992'
 LA1992'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND A
 LA1992'GRAVELED CROSSROAD IN THE SMALL
 LA1992'SETTLEMENT OF POE, GO WEST ON A MACADAM ROAD FOR 1.4 MILES TO A
 LA1992'CROSSROAD, TURN LEFT (SOUTH) AND GO
 LA1992'FOR 0.75 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA1992'
 LA1992'THE STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 LA1992'A 12-INCH CONCRETE POST.
 LA1992'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LA1992'STAMPED POE 1946 RM 3.
 LA1992'
 LA1992'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1700 ***********************************************************************
 JA1700  DESIGNATION -  POI
 JA1700  PID         -  JA1700
 JA1700  STATE/COUNTY-  IN/ORANGE
 JA1700  COUNTRY     -  US
 JA1700  USGS QUAD   -  PAOLI (2019)
 JA1700
 JA1700                         *CURRENT SURVEY CONTROL
 JA1700  ______________________________________________________________________
 JA1700* NAD 83(1997) POSITION- 38 33 31.03226(N) 086 27 30.24796(W)   ADJUSTED
 JA1700* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 JA1700  ______________________________________________________________________
 JA1700  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 JA1700  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 JA1700  HORZ ORDER      -  SECOND
 JA1700
 JA1700.The horizontal coordinates were established by classical geodetic methods
 JA1700.and adjusted by the National Geodetic Survey in May 1999.
 JA1700
 JA1700.The orthometric height was scaled from a topographic map.
 JA1700
 JA1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1700.GEOID18 height accuracy estimate available here.
 JA1700
 JA1700.Click photographs - Photos may exist for this station.
 JA1700
 JA1700.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1700
 JA1700. The following values were computed from the NAD 83(1997) position.
 JA1700
 JA1700;                    North         East     Units Scale Factor Converg.
 JA1700;SPC IN W     -   367,684.935   954,468.687   MT  1.00000319   +0 23 22.3
 JA1700;SPC IN W     - 1,206,312.99  3,131,452.68   sFT  1.00000319   +0 23 22.3
 JA1700;UTM  16      - 4,267,937.052   547,188.033   MT  0.99962742   +0 20 15.3
 JA1700
 JA1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1700!SPC IN W     -   0.99997104  x   1.00000319  =   0.99997423
 JA1700!UTM  16      -   0.99997104  x   0.99962742  =   0.99959848
 JA1700
 JA1700:                Primary Azimuth Mark                     Grid Az
 JA1700:SPC IN W     -  COX                                      179 12 50.9
 JA1700:UTM  16      -  COX                                      179 15 57.9
 JA1700
 JA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4718867937(NAD 83)
 JA1700
 JA1700|---------------------------------------------------------------------|
 JA1700| PID    Reference Object                     Distance      Geod. Az  |
 JA1700|                                                           dddmmss.s |
 JA1700| CG9709 POI RM 2                             27.398 METERS 00109     |
 JA1700| JA0101 COX                                 APPROX. 2.7 KM 1793613.2 |
 JA1700| CG9708 POI RM 1                             23.804 METERS 23015     |
 JA1700| CG9707 POI AZ MK                                          2652244.8 |
 JA1700| JA1699 PAOLI MUNICIPAL STANDPIPE           APPROX. 0.8 KM 2864406.7 |
 JA1700|---------------------------------------------------------------------|
 JA1700
 JA1700                          SUPERSEDED SURVEY CONTROL
 JA1700
 JA1700  NAD 83(1986)-  38 33 31.03766(N)    086 27 30.25124(W) AD(       ) 2
 JA1700  NAD 27      -  38 33 30.84000(N)    086 27 30.29600(W) AD(       ) 2
 JA1700
 JA1700.Superseded values are not recommended for survey control.
 JA1700
 JA1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1700.See file dsdata.pdf to determine how the superseded data were derived.
 JA1700
 JA1700_MARKER: DS = TRIANGULATION STATION DISK
 JA1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1700_STAMPING: POI 1946
 JA1700_MARK LOGO: CGS
 JA1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1700+STABILITY: SURFACE MOTION
 JA1700
 JA1700  HISTORY     - Date     Condition        Report By
 JA1700  HISTORY     - 1946     MONUMENTED       CGS
 JA1700
 JA1700                          STATION DESCRIPTION
 JA1700
 JA1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1700'STATION IS ALONG STATE HIGHWAY 56, ABOUT 1/2 MILE NORTHEAST FROM
 JA1700'PAOLI, 86 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 JA1700'7.4 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES
 JA1700'AND THE DISK IS STAMPED POI 1946.
 JA1700'
 JA1700'REFERENCE MARK NO. 1 IS 78.10 FEET WEST-SOUTHWEST OF THE STATION, 48
 JA1700'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 JA1700'4 INCHES AND THE DISK IS STAMPED POI NO 1 1946.
 JA1700'
 JA1700'REFERENCE MARK NO. 2 IS 89.89 FEET NORTH OF THE STATION. THE MARK
 JA1700'PROJECTS 4 INCHES AND THE DISK IS STAMPED POI NO 2 1946.
 JA1700'
 JA1700'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION, 17.6 FEET NORTH OF
 JA1700'THE CENTERLINE OF THE HIGHWAY. THE MARK PROJECTS 2 INCHES
 JA1700'AND THE DISK IS STAMPED POI 1946.
 JA1700'
 JA1700'TO REACH FROM PAOLI, AT THE EAST SIDE OF THE COURT HOUSE SQUARE, GO
 JA1700'EAST ON STATE HIGHWAY 56, FOR 0.45 MILE AND THE AZIMUTH MARK IS
 JA1700'ON THE LEFT, CONTINUE 0.15 MILE TO THE TOP OF THE HILL AND THE
 JA1700'STATION ON THE LEFT.
 JA1700'
 JA1700'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 JA1700'
 JA1700'THIS STATION IS LOST. IT WAS REMOVED UPON CONSULTATION WITH THE OWNER
 JA1700'AFTER HIS COMPLAINT TO THE OFFICE. ALL MARKS WERE REMOVED.
 JA1700'
 JA1700'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2157 ***********************************************************************
 LB2157  DESIGNATION -  POINT
 LB2157  PID         -  LB2157
 LB2157  STATE/COUNTY-  IN/WHITE
 LB2157  COUNTRY     -  US
 LB2157  USGS QUAD   -  TEMPLETON NE (2019)
 LB2157
 LB2157                         *CURRENT SURVEY CONTROL
 LB2157  ______________________________________________________________________
 LB2157* NAD 83(1997) POSITION- 40 40 38.73514(N) 087 02 23.27154(W)   ADJUSTED
 LB2157* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 LB2157  ______________________________________________________________________
 LB2157  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 LB2157  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 LB2157  HORZ ORDER      -  SECOND
 LB2157
 LB2157.The horizontal coordinates were established by classical geodetic methods
 LB2157.and adjusted by the National Geodetic Survey in May 1999.
 LB2157
 LB2157.The orthometric height was scaled from a topographic map.
 LB2157
 LB2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2157.GEOID18 height accuracy estimate available here.
 LB2157
 LB2157.Click photographs - Photos may exist for this station.
 LB2157
 LB2157.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2157
 LB2157. The following values were computed from the NAD 83(1997) position.
 LB2157
 LB2157;                    North         East     Units Scale Factor Converg.
 LB2157;SPC IN W     -   602,738.251   903,680.560   MT  0.99996683   +0 01 42.2
 LB2157;SPC IN W     - 1,977,483.75  2,964,825.30   sFT  0.99996683   +0 01 42.2
 LB2157;UTM  16      - 4,502,950.101   496,636.692   MT  0.99960014   -0 01 33.4
 LB2157
 LB2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2157!SPC IN W     -   0.99996983  x   0.99996683  =   0.99993666
 LB2157!UTM  16      -   0.99996983  x   0.99960014  =   0.99956998
 LB2157
 LB2157:                Primary Azimuth Mark                     Grid Az
 LB2157:SPC IN W     -  POINT AZ MK                              188 49 34.9
 LB2157:UTM  16      -  POINT AZ MK                              188 52 50.5
 LB2157
 LB2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9663602950(NAD 83)
 LB2157
 LB2157|---------------------------------------------------------------------|
 LB2157| PID    Reference Object                     Distance      Geod. Az  |
 LB2157|                                                           dddmmss.s |
 LB2157| CM4386 POINT RM 1                           29.455 METERS 09839     |
 LB2157| CM4385 POINT AZ MK                                        1885117.1 |
 LB2157| CM4387 POINT RM 2                           34.979 METERS 23801     |
 LB2157| LB2147 REMINGTON SACRED HEART CATH CH      APPROX.13.4 KM 3143935.5 |
 LB2157| LB2144 REMINGTON MUNICIPAL WATER TWR       APPROX.13.3 KM 3150608.4 |
 LB2157| LB2141 WOLCOTT MUNICIPAL TANK              APPROX. 8.9 KM 3584014.7 |
 LB2157|---------------------------------------------------------------------|
 LB2157
 LB2157                          SUPERSEDED SURVEY CONTROL
 LB2157
 LB2157  NAD 83(1986)-  40 40 38.74145(N)    087 02 23.28205(W) AD(       ) 2
 LB2157  NAD 27      -  40 40 38.60340(N)    087 02 23.22610(W) AD(       ) 2
 LB2157
 LB2157.Superseded values are not recommended for survey control.
 LB2157
 LB2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2157.See file dsdata.pdf to determine how the superseded data were derived.
 LB2157
 LB2157_MARKER: DS = TRIANGULATION STATION DISK
 LB2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2157_STAMPING: POINT 1955
 LB2157_MARK LOGO: CGS
 LB2157_PROJECTION: RECESSED 36 CENTIMETERS
 LB2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2157+STABILITY: SURFACE MOTION
 LB2157
 LB2157  HISTORY     - Date     Condition        Report By
 LB2157  HISTORY     - 1955     MONUMENTED       CGS
 LB2157
 LB2157                          STATION DESCRIPTION
 LB2157
 LB2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2157'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF BROOKSTON AND 6 MILES
 LB2157'SOUTH OF WOLCOTT, IN THE SOUTH EDGE OF AN OPEN FIELD, ON PROPERTY
 LB2157'OWNED BY MR. CHRIS HELBERLE.  IT IS ABOUT 50 YARDS SOUTHWEST OF THE
 LB2157'SOUTHWEST EDGE OF A SMALL LAKE, 38 FEET NORTH OF THE CENTER OF A
 LB2157'GRAVEL ROAD, 15 FEET NORTH OF A FENCE AND WHITE WITNESS POST.
 LB2157'THE MARK IS ABOUT 14 INCHES BELOW GROUND AND THE DISK IS STAMPED
 LB2157'POINT 1955.
 LB2157'
 LB2157'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A TELEPHONE POLE, 22 FEET
 LB2157'NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.
 LB2157'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED POINT NO 1
 LB2157'1955.
 LB2157'
 LB2157'REFERENCE MARK NO. 2 IS 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB2157'A TWO STORY FRAME HOUSE, 22 FEET SOUTH OF THE CENTER OF A GRAVEL
 LB2157'ROAD AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 LB2157'ABOUT 5 INCHES AND THE DISK IS STAMPED POINT NO 2 1955.
 LB2157'
 LB2157'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF U. S. HIGHWAY 231 AND 2
 LB2157'FEET NORTH OF A WHITE WITNESS POST AND POWER LINE POLE.  THE MARK IS
 LB2157'FLUSH AND THE DISK IS STAMPED POINT 1955.
 LB2157'
 LB2157'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 231 AND
 LB2157'STATE HIGHWAY 18, ABOUT 9 MILES WEST OF BROOKSTON, GO NORTH ON
 LB2157'HIGHWAY 231 FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST
 LB2157'SIDE OF HIGHWAY.  CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE TO A SIDE
 LB2157'ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.1 MILE TO
 LB2157'THE STATION ON THE LEFT, NORTH SIDE OF ROAD AS DESCRIBED.
 LB2157'
 LB2157'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DK6945 ***********************************************************************
 DK6945  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6945  DESIGNATION -  POINT ANDREW DLZ CORS ARP
 DK6945  CORS_ID     -  ANDS
 DK6945  PID         -  DK6945
 DK6945  STATE/COUNTY-  IN/PORTER
 DK6945  COUNTRY     -  US
 DK6945  USGS QUAD   -  PORTAGE (2019)
 DK6945
 DK6945                         *CURRENT SURVEY CONTROL
 DK6945  ______________________________________________________________________
 DK6945* NAD 83(2011) POSITION- 41 35 46.45210(N) 087 07 53.97953(W)   ADJUSTED
 DK6945* NAD 83(2011) ELLIP HT-   164.130 (meters)        (04/??/25)   ADJUSTED
 DK6945* NAD 83(2011) EPOCH   -  2010.00
 DK6945  ______________________________________________________________________
 DK6945  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 DK6945  NAD 83(2011) X  -    239,046.689 (meters)                     COMP
 DK6945  NAD 83(2011) Y  - -4,771,026.868 (meters)                     COMP
 DK6945  NAD 83(2011) Z  -  4,212,280.468 (meters)                     COMP
 DK6945
 DK6945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6945  Standards:
 DK6945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6945  -------------------------------------------------------------------
 DK6945  NETWORK    0.16   0.33           0.07   0.05   0.17     -0.19421700
 DK6945  -------------------------------------------------------------------
 DK6945
 DK6945.The coordinates were established by GPS observations
 DK6945.and adjusted by the National Geodetic Survey in April 2025.
 DK6945
 DK6945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6945.been affixed to the stable North American Tectonic Plate. 
 DK6945
 DK6945.The coordinates are valid at the epoch date displayed above
 DK6945.which is a decimal equivalence of Year/Month/Day.
 DK6945
 DK6945.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK6945.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK6945.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK6945.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK6945.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK6945.published epoch of 2010.00.
 DK6945
 DK6945.Additional information on MYCS is available at:
 DK6945.https://geodesy.noaa.gov/CORS/index.shtml
 DK6945
 DK6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6945.GEOID18 height accuracy estimate available here.
 DK6945
 DK6945.The PID for the CORS L1 Phase Center is DR9293.
 DK6945
 DK6945.Click photographs - Photos may exist for this station.
 DK6945
 DK6945.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6945
 DK6945.The ellipsoidal height was determined by GPS observations
 DK6945.and is referenced to NAD 83.
 DK6945
 DK6945. The following values were computed from the NAD 83(2011) position.
 DK6945
 DK6945;                    North         East     Units Scale Factor Converg.
 DK6945;SPC IN W     -   704,774.971   895,970.940   MT  0.99996687   -0 01 55.5
 DK6945;SPC IN W     - 2,312,249.22  2,939,531.33   sFT  0.99996687   -0 01 55.5
 DK6945;UTM  16      - 4,604,956.798   489,027.492   MT  0.99960148   -0 05 14.7
 DK6945
 DK6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6945!SPC IN W     -   0.99997426  x   0.99996687  =   0.99994113
 DK6945!UTM  16      -   0.99997426  x   0.99960148  =   0.99957575
 DK6945
 DK6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8902704956(NAD 83)
 DK6945
 DK6945                          SUPERSEDED SURVEY CONTROL
 DK6945
 DK6945  NAD 83(2011)-  41 35 46.45220(N)    087 07 53.97952(W) AD(2010.00) c
 DK6945  ELLIP H (05/??/21)  164.132  (m)                       GP(2010.00) c c
 DK6945  NAD 83(2011)-  41 35 46.45203(N)    087 07 53.97897(W) AD(2010.00) c
 DK6945  ELLIP H (06/??/19)  164.132  (m)                       GP(2010.00) c c
 DK6945  NAD 83(2011)-  41 35 46.45206(N)    087 07 53.97896(W) AD(2010.00) c
 DK6945  ELLIP H (08/??/11)  164.125  (m)                       GP(2010.00) c c
 DK6945  NAD 83(CORS)-  41 35 46.45236(N)    087 07 53.97964(W) AD(2002.00) c
 DK6945  ELLIP H (10/??/08)  164.122  (m)                       GP(2002.00) c c
 DK6945
 DK6945.Superseded values are not recommended for survey control.
 DK6945
 DK6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6945.See file dsdata.pdf to determine how the superseded data were derived.
 DK6945
 DK6945_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6945
 DK6945                          STATION DESCRIPTION
 DK6945
 DK6945'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK6945'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK6945'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK6945'AND LOG FILES ACCESSIBLE AT:
 DK6945'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2148 ***********************************************************************
 ME2148  CBN         -  This is a Cooperative Base Network Control Station.
 ME2148  DESIGNATION -  POLA
 ME2148  PID         -  ME2148
 ME2148  STATE/COUNTY-  IN/PORTER
 ME2148  COUNTRY     -  US
 ME2148  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2148
 ME2148                         *CURRENT SURVEY CONTROL
 ME2148  ______________________________________________________________________
 ME2148* NAD 83(2011) POSITION- 41 41 44.61168(N) 086 55 57.42511(W)   ADJUSTED
 ME2148* NAD 83(2011) ELLIP HT-   154.814 (meters)        (06/27/12)   ADJUSTED
 ME2148* NAD 83(2011) EPOCH   -  2010.00
 ME2148* NAVD 88 ORTHO HEIGHT -   188.615 (meters)      618.81  (feet) ADJUSTED
 ME2148  ______________________________________________________________________
 ME2148  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 ME2148  NAD 83(2011) X  -    255,226.236 (meters)                     COMP
 ME2148  NAD 83(2011) Y  - -4,762,828.108 (meters)                     COMP
 ME2148  NAD 83(2011) Z  -  4,220,531.658 (meters)                     COMP
 ME2148  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 ME2148  DYNAMIC HEIGHT  -        188.546 (meters)      618.59  (feet) COMP
 ME2148  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 ME2148
 ME2148  VERT ORDER      -  FIRST     CLASS II
 ME2148
 ME2148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2148  Standards:
 ME2148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2148  -------------------------------------------------------------------
 ME2148  NETWORK    1.00   2.12           0.47   0.31   1.08     -0.08751940
 ME2148  -------------------------------------------------------------------
 ME2148  Click here for local accuracies and other accuracy information.
 ME2148
 ME2148.The horizontal coordinates were established by GPS observations
 ME2148.and adjusted by the National Geodetic Survey in June 2012.
 ME2148
 ME2148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2148.been affixed to the stable North American tectonic plate. See 
 ME2148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2148
 ME2148.The horizontal coordinates are valid at the epoch date displayed above
 ME2148.which is a decimal equivalence of Year/Month/Day.
 ME2148
 ME2148.The orthometric height was determined by differential leveling and
 ME2148.adjusted by the NATIONAL GEODETIC SURVEY
 ME2148.in June 1991.
 ME2148
 ME2148.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2148.GEOID18 height accuracy estimate available here.
 ME2148
 ME2148.Click photographs - Photos may exist for this station.
 ME2148
 ME2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2148
 ME2148.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2148
 ME2148.The ellipsoidal height was determined by GPS observations
 ME2148.and is referenced to NAD 83.
 ME2148
 ME2148.The dynamic height is computed by dividing the NAVD 88
 ME2148.geopotential number by the normal gravity value computed on the
 ME2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2148.degrees latitude (g = 980.6199 gals.).
 ME2148
 ME2148.The modeled gravity was interpolated from observed gravity values.
 ME2148
 ME2148. The following values were computed from the NAD 83(2011) position.
 ME2148
 ME2148;                    North         East     Units Scale Factor Converg.
 ME2148;SPC IN W     -   715,834.312   912,545.766   MT  0.99996860   +0 06 00.9
 ME2148;SPC IN W     - 2,348,533.07  2,993,910.57   sFT  0.99996860   +0 06 00.9
 ME2148;UTM  16      - 4,615,996.063   505,606.916   MT  0.99960039   +0 02 41.4
 ME2148
 ME2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2148!SPC IN W     -   0.99997572  x   0.99996860  =   0.99994432
 ME2148!UTM  16      -   0.99997572  x   0.99960039  =   0.99957612
 ME2148
 ME2148:                Primary Azimuth Mark                     Grid Az
 ME2148:SPC IN W     -  POLA AZ MK                               062 09 07.6
 ME2148:UTM  16      -  POLA AZ MK                               062 12 27.1
 ME2148
 ME2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0560615996(NAD 83)
 ME2148
 ME2148|---------------------------------------------------------------------|
 ME2148| PID    Reference Object                     Distance      Geod. Az  |
 ME2148|                                                           dddmmss.s |
 ME2148| ME2457 MICHIGAN CITY N IND P S CO STK      APPROX. 3.4 KM 0344535.8 |
 ME2148| CM4389 POLA RM 1                            28.151 METERS 05653     |
 ME2148| CM4388 POLA AZ MK                                         0621508.5 |
 ME2148| CM4390 POLA RM 2                            32.004 METERS 14332     |
 ME2148|---------------------------------------------------------------------|
 ME2148
 ME2148                          SUPERSEDED SURVEY CONTROL
 ME2148
 ME2148  NAD 83(2007)-  41 41 44.61177(N)    086 55 57.42603(W) AD(2002.00) 0
 ME2148  ELLIP H (02/10/07)  154.834  (m)                       GP(2002.00)    
 ME2148  NAD 83(1997)-  41 41 44.61171(N)    086 55 57.42613(W) AD(       ) B
 ME2148  ELLIP H (04/10/98)  154.861  (m)                       GP(       ) 4 1
 ME2148  NAD 83(1994)-  41 41 44.61560(N)    086 55 57.43232(W) AD(       ) 2
 ME2148  NAD 83(1986)-  41 41 44.61845(N)    086 55 57.43011(W) AD(       ) 2
 ME2148  NAD 27      -  41 41 44.47960(N)    086 55 57.32100(W) AD(       ) 2
 ME2148  NAVD 88             188.62   (m)          618.8    (f) LEVELING    3  
 ME2148  NGVD 29 (01/19/93)  188.722  (m)          619.17   (f) ADJUSTED    1 2
 ME2148  NGVD 29 (02/23/89)  188.7    (m)  RAPSU86  model used  GPS OBS        
 ME2148
 ME2148.Superseded values are not recommended for survey control.
 ME2148
 ME2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2148.See file dsdata.pdf to determine how the superseded data were derived.
 ME2148
 ME2148_MARKER: DS = TRIANGULATION STATION DISK
 ME2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2148_STAMPING: POLA 1952 619.14
 ME2148_MARK LOGO: CGS
 ME2148_PROJECTION: FLUSH
 ME2148_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2148+STABILITY: SURFACE MOTION
 ME2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2148+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2021
 ME2148
 ME2148  HISTORY     - Date     Condition        Report By
 ME2148  HISTORY     - 1952     MONUMENTED       CGS
 ME2148  HISTORY     - 1961     GOOD             THOMAS
 ME2148  HISTORY     - 1985     GOOD             NGS
 ME2148  HISTORY     - 19880719 GOOD             NGS
 ME2148  HISTORY     - 19910515 GOOD             NGS
 ME2148  HISTORY     - 19970805 GOOD             SEC
 ME2148  HISTORY     - 19980810 GOOD             JCLS
 ME2148  HISTORY     - 20020425 GOOD             INDIV
 ME2148  HISTORY     - 20120907 GOOD             GRWAS
 ME2148  HISTORY     - 20201020 GOOD             IN-089
 ME2148  HISTORY     - 20210406 GOOD             IN-127
 ME2148
 ME2148                          STATION DESCRIPTION
 ME2148
 ME2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2148'STATION IS LOCATED IN A TRIANGULAR PLOT OF LAND FORMED BY THE
 ME2148'INTERSECTION OF U.S.  HIGHWAY 12 AND A PAVED ROAD JUST WEST OF THE
 ME2148'CITY LIMITS AT THE WEST SIDE OF MICHIGAN CITY.  IT IS 175 FEET
 ME2148'SOUTHWEST OF THE INTERSECTION, 49 FEET EAST OF THE CENTER OF THE
 ME2148'HIGHWAY AND 33 FEET WEST OF THE CENTER OF THE PAVED ROAD.  THE MARK IS
 ME2148'FLUSH AND THE DISK IS STAMPED POLA 1952.
 ME2148'
 ME2148'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTER OF THE PAVED ROAD
 ME2148'AND 2 FEET WEST OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK IS
 ME2148'STAMPED POLA NO 1 1952.
 ME2148'
 ME2148'REFERENCE MARK NO. 2 IS 52 FEET SOUTHWEST OF THE CENTER OF A PAVED
 ME2148'ROAD AND 15 FEET SOUTH OF A POWER POLE.  THE MARK IS FLUSH AND THE
 ME2148'DISK IS STAMPED POLA NO 2 1952.
 ME2148'
 ME2148'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 46 FEET
 ME2148'WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 33 FEET WEST OF A POWER
 ME2148'POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2148'THE DISK IS STAMPED POLA 1952.
 ME2148'
 ME2148'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 421 AND 12 IN
 ME2148'MICHIGAN CITY, GO WEST ON HIGHWAY 12 FOR 2.5 MILES TO THE
 ME2148'Y-INTERSECTION OF A PAVED ROAD AND THE STATION AS DESCRIBED.
 ME2148'
 ME2148'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST NORTHEAST ON A
 ME2148'PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2148'
 ME2148'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2148
 ME2148                          STATION RECOVERY (1961)
 ME2148
 ME2148'RECOVERY NOTE BY THOMAS ENG AND SURV 1961
 ME2148'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH
 ME2148'MARK FOUND UNDISTURBED.
 ME2148
 ME2148                          STATION RECOVERY (1985)
 ME2148
 ME2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME2148'4.0 KM (2.5 MI) SW FROM MICHIGAN CITY.
 ME2148'4.0 KM (2.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2148'COURTHOUSE IN MICHIGAN CITY, 16.5 M (54.1 FT) NORTH OF THE CENTER OF
 ME2148'WOODLAWN AVENUE, 15.3 M (50.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ME2148'HIGHWAY, AND 10.1 M (33.1 FT) WEST OF THE CENTER OF COUNTY LINE ROAD.
 ME2148'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ME2148
 ME2148                          STATION RECOVERY (1988)
 ME2148
 ME2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME2148'THE STATION IS LOCATED IN MICHIGAN CITY, 0.32 KM (0.20 MI) EAST OF THE
 ME2148'LA PORTE COUNTY COURTHOUSE AND ON HIGHWAY RIGHT-OF-WAY.
 ME2148'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 SENATE AVENUE, ROOM
 ME2148'1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 ME2148'317-232-5533.
 ME2148'
 ME2148'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 35 AND 12 IN
 ME2148'MICHIGAN CITY, GO WESTERLY ON U.S. HIGHWAY 12 FOR 4.35 KM (2.70 MI) TO
 ME2148'A Y-INTERSECTION WITH COUNTY LINE ROAD AND THE STATION IN THE GRASSY
 ME2148'TRIANGLE FORMED BY THE JOINING OF U.S. HIGHWAY 12, COUNTY LINE ROAD
 ME2148'AND WOODLAWN AVENUE.
 ME2148'
 ME2148'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED ---POLA 1952
 ME2148'619.14 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 ME2148'THE GROUND.  LOCATED 15.7 M (51.5 FT) SOUTHEAST FROM THE CENTER OF
 ME2148'U.S. HIGHWAY 12, 15.4 M (50.5 FT) NORTHWEST FROM CENTER OF WOODLAWN
 ME2148'AVENUE AND 10.2 M (33.5 FT) WEST FROM THE CENTER OF COUNTY LINE ROAD.
 ME2148'
 ME2148'GPS SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY D.L. ADAMS.
 ME2148
 ME2148                          STATION RECOVERY (1991)
 ME2148
 ME2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ME2148'THE STATION IS LOCATED IN A TRIANGULAR PLOT OF LAND FORMED BY THE
 ME2148'INTERSECTION OF U.S. HIGHWAY 12 AND COUNTY LINE ROAD JUST WEST OF THE
 ME2148'CITY LIMITS ON THE WEST SIDE OF MICHIGAN CITY.
 ME2148'
 ME2148'TO REACH THE STATION FROM THE INTERSECTIONS OF HWY 35 AND 12 IN
 ME2148'MICHIGAN CITY, TAKE HWY 12 WEST AND SOUTH FOR 3.7 MILES TO THE
 ME2148'INTERSECTION OF HWY 12 AND COUNTY LINE ROAD, AND STATION IN TRIANGLE
 ME2148'AS DESCRIBED.
 ME2148'
 ME2148'THE STATION IS A STANDARD BRONZE TRIANGULATION DISK STAMPED POLA 1952
 ME2148'SET IN A ROUND CONCRETE MONUMENT.IT IS 16.9 M (55.45 FT) NORTH OF
 ME2148'CENTERLINE OF WOODLAWN AVENUE, 15.6 M (51.18 FT) NORTHWEST OF
 ME2148'CENTERLINE OF INTERSECTION OF WOODLAWN AVE AND COUNTY LINE ROAD, 15.2
 ME2148'M (49.87 FT) SOUTHEAST OF CENTERLINE OF U.S. HWY 12 AT CURVE, AND 9.8
 ME2148'M (32.15 FT)  WEST OF CENTERLINE OF COUNTY LINE ROAD.  DESCRIBED BY
 ME2148'GAB.
 ME2148
 ME2148                          STATION RECOVERY (1997)
 ME2148
 ME2148'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME2148'STATION IS 2.5 MILES (4.0 KM) SOUTHWEST OF MICHIGAN CITY.  TO REACH
 ME2148'STATION FROM THE INTERSECTION OF STATE HIGHWAY 520 AND U.S. HIGHWAY
 ME2148'12, GO EAST ON U.S. HIGHWAY 12 FOR 1.6 MILES (2.6 KM) TO COUNTY LINE
 ME2148'ROAD.  STATION IS LOCATED IN A TRIANGULAR PLOT OF LAND FORMED BY
 ME2148'INTERSECTION OF U.S. HIGHWAY 12, COUNTY LINE ROAD AND WOODLAWN AVENUE,
 ME2148'IN THE RIGHT-OF-WAY OF U.S. HIGHWAY 12.  OWNERSHIP--INDIANA DEPARTMENT
 ME2148'OF TRANSPORTATION, 100 N. SENATE AVENUE, ROOM 1101, STATE OFFICE
 ME2148'BUILDING, INDIANAPOLIS IN 46204, HENRY ALDRIDGE, PHONE 317-232-6764.
 ME2148'
 ME2148'STATION IS SET IN A SQUARE CONCRETE MONUMENT, ABOUT LEVEL WITH COUNTY
 ME2148'LINE ROAD.  IT IS 17.0 METERS (55.8 FT) NORTH OF THE CENTERLINE OF
 ME2148'WOODLAWN AVENUE, 15.8 METERS (51.8 FT) NORTHWEST OF THE CENTERLINE
 ME2148'INTERSECTION OF WOODLAWN AVENUE AND COUNTY LINE ROAD, 15.2 METERS
 ME2148'(49.9 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 12 AT CURVE, 9.8
 ME2148'METERS (32.2 FT) WEST OF THE CENTERLINE OF COUNTY LINE ROAD AND FLUSH
 ME2148'WITH GROUND.
 ME2148
 ME2148                          STATION RECOVERY (1998)
 ME2148
 ME2148'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME2148'RECOVERED IN GOOD CONDITION.
 ME2148
 ME2148                          STATION RECOVERY (2002)
 ME2148
 ME2148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 ME2148'RECOVERED IN GOOD CONDITION.
 ME2148
 ME2148                          STATION RECOVERY (2012)
 ME2148
 ME2148'RECOVERY NOTE BY GRW AERIAL SURVEY 2012 (CS)
 ME2148'RECOVERED IN GOOD CONDITION.
 ME2148
 ME2148                          STATION RECOVERY (2020)
 ME2148
 ME2148'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2148'RECOVERED IN GOOD CONDITION.
 ME2148
 ME2148                          STATION RECOVERY (2021)
 ME2148
 ME2148'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2148'THE MARK IS LOCATED IN A TRIANGULAR PLOT OF LAND FORMED BY
 ME2148'INTERSECTION OF U.S. HIGHWAY 12, PORTE LAPORTE COUNTY LINE ROAD AND
 ME2148'WOODLAWN AVENUE.  STATION IS SET IN A CONCRETE MONUMENT, ABOUT LEVEL
 ME2148'WITH COUNTY LINE ROAD FLUSH WITH THE GROUND.  IT IS 55.8 FT (17.0 M)
 ME2148'NORTH OF THE CENTERLINE OF WOODLAWN AVENUE, 51.8 FT (15.8 M) NORTHWEST
 ME2148'OF THE CENTERLINE INTERSECTION OF WOODLAWN AVENUE AND COUNTY LINE
 ME2148'ROAD, 49.9 FT (15.2 M) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 12
 ME2148'AT CURVE, 32.2 FT (9.8 M) WEST OF THE CENTERLINE OF COUNTY LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1996 ***********************************************************************
 KA1996  DESIGNATION -  POLAND RESET
 KA1996  PID         -  KA1996
 KA1996  STATE/COUNTY-  IN/PUTNAM
 KA1996  COUNTRY     -  US
 KA1996  USGS QUAD   -  POLAND (2019)
 KA1996
 KA1996                         *CURRENT SURVEY CONTROL
 KA1996  ______________________________________________________________________
 KA1996* NAD 83(1997) POSITION- 39 28 30.83049(N) 086 55 43.00471(W)   ADJUSTED
 KA1996* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 KA1996  ______________________________________________________________________
 KA1996  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 KA1996  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 KA1996  HORZ ORDER      -  SECOND
 KA1996
 KA1996.The horizontal coordinates were established by classical geodetic methods
 KA1996.and adjusted by the National Geodetic Survey in May 1999.
 KA1996
 KA1996.The orthometric height was scaled from a topographic map.
 KA1996
 KA1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1996.GEOID18 height accuracy estimate available here.
 KA1996
 KA1996.Click photographs - Photos may exist for this station.
 KA1996
 KA1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1996
 KA1996. The following values were computed from the NAD 83(1997) position.
 KA1996
 KA1996;                    North         East     Units Scale Factor Converg.
 KA1996;SPC IN W     -   469,266.082   913,312.357   MT  0.99996885   +0 05 54.1
 KA1996;SPC IN W     - 1,539,583.80  2,996,425.62   sFT  0.99996885   +0 05 54.1
 KA1996;UTM  16      - 4,369,518.032   506,140.012   MT  0.99960046   +0 02 43.4
 KA1996
 KA1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1996!SPC IN W     -   0.99996659  x   0.99996885  =   0.99993544
 KA1996!UTM  16      -   0.99996659  x   0.99960046  =   0.99956707
 KA1996
 KA1996:                Primary Azimuth Mark                     Grid Az
 KA1996:SPC IN W     -  COOK                                     339 46 34.0
 KA1996:UTM  16      -  COOK                                     339 49 44.7
 KA1996
 KA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0614069518(NAD 83)
 KA1996
 KA1996|---------------------------------------------------------------------|
 KA1996| PID    Reference Object                     Distance      Geod. Az  |
 KA1996|                                                           dddmmss.s |
 KA1996| CC9175 POLAND RM 3                          28.225 METERS 15654     |
 KA1996| CC9173 POLAND RM 1                          28.239 METERS 15659     |
 KA1996| CC9172 POLAND AZ MK                                       2244303.7 |
 KA1996| CC9174 POLAND RM 2                          27.043 METERS 27027     |
 KA1996| KA2019 COOK                                APPROX. 8.7 KM 3395228.1 |
 KA1996|---------------------------------------------------------------------|
 KA1996
 KA1996                          SUPERSEDED SURVEY CONTROL
 KA1996
 KA1996  NAD 83(1986)-  39 28 30.83423(N)    086 55 42.99873(W) AD(       ) 2
 KA1996  NAD 27      -  39 28 30.67540(N)    086 55 42.95300(W) AD(       ) 2
 KA1996
 KA1996.Superseded values are not recommended for survey control.
 KA1996
 KA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1996.See file dsdata.pdf to determine how the superseded data were derived.
 KA1996
 KA1996_MARKER: DH = HORIZONTAL CONTROL DISK
 KA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1996_STAMPING: POLAND 1947 1974
 KA1996_MARK LOGO: NGS
 KA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1996+STABILITY: SURFACE MOTION
 KA1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1996+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2001
 KA1996
 KA1996  HISTORY     - Date     Condition        Report By
 KA1996  HISTORY     - 1947     MONUMENTED       CGS
 KA1996  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KA1996  HISTORY     - 20010409 GOOD             INDIV
 KA1996
 KA1996                          STATION DESCRIPTION
 KA1996
 KA1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1996'THE STATION IS LOCATED IN A WOODED AREA ABOUT 7-1/4 MILES
 KA1996'WEST-SOUTHWEST OF CLOVERDALE, 2-3/4 MILES NORTH-NORTHEAST OF
 KA1996'POLAND, 1/4 MILE NORTH OF THE OWEN-PUTNAM COUNTY LINE, AND ON LAND
 KA1996'OWNED BY MR. ADAM NEESE. THE MARK IS 34 FEET NORTH OF THE
 KA1996'APPROXIMATE CENTERLINE OF A EAST AND WEST GRAVEL ROAD, 25 FEET EAST
 KA1996'OF THE APPROXIMATE CENTERLINE OF A NORTH AND SOUTH GRAVEL ROAD,
 KA1996'AND 8.1 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 KA1996'THE DISK IS STAMPED POLAND 1947.
 KA1996'
 KA1996'REFERENCE MARK NO. 1 IS 92.65 FEET SOUTH-SOUTHEAST OF THE STATION AND
 KA1996'20 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE EAST AND WEST
 KA1996'GRAVEL ROAD. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1996'POLAND NO 1 1947.
 KA1996'
 KA1996'REFERENCE MARK NO. 2 IS 88.95 FEET WEST OF THE STATION, 64 FEET WEST
 KA1996'OF THE APPROXIMATE CENTERLINE OF THE NORTH AND SOUTH GRAVEL
 KA1996'ROAD, AND 20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE EAST AND
 KA1996'WEST GRAVEL ROAD. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1996'DISK IS STAMPED POLAND NO 2 1947.
 KA1996'
 KA1996'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHWEST OF THE STATION,
 KA1996'13.8 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD,
 KA1996'4.5 FEET S.  OF A 10-INCH WILD CHERRY TREE, AND 2 FEET NORTH OF A
 KA1996'WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1996'POLAND 1947.
 KA1996'
 KA1996'TO REACH THE STATION FROM THE POST OFFICE IN POLAND, GO NORTH ON A
 KA1996'MACADAM ROAD FOR 2.85 MILES TO A T-ROAD INTERSECTION,
 KA1996'TURN RIGHT,NORTHEAST, AND GO ON A GRAVEL ROAD FOR 0.5 MILE TO A ROAD
 KA1996'FORK. TAKE THE RIGHT ROAD AND GO 0.1 MILE TO A ROAD FORK. TAKE
 KA1996'THE RIGHT ROAD, SOUTH, AND GO ON THE MAIN GRAVEL ROAD FOR 1.4 MILES
 KA1996'TO A T-ROAD INTERSECTION AND THE STATION IN THE NORTHEAST
 KA1996'ANGLE OF THE INTERSECTION.
 KA1996'
 KA1996'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W. ON A GRAVEL ROAD
 KA1996'FOR 0.1 MILE TO A CURVE TO THE LEFT, TURN LEFT, SOUTH,AND GO 0.1
 KA1996'MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1996'
 KA1996'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1996
 KA1996                          STATION RECOVERY (1974)
 KA1996
 KA1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KA1996'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 KA1996'CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED BY GRADING
 KA1996'AND A NEW SURFACE MARK WAS SET.  REFERENCE MARK 1 FOUND DISTURBED
 KA1996'AND REFERENCE MARK 3 WAS SET.  THE AZIMUTH MARK WAS NOT FOUND WITH
 KA1996'EXISTING MEASUREMENTS AND COULD NOT BE SEARCHED FOR USING ANGLE
 KA1996'DUE TO HEAVY BRUSH ON LINE AND AT THE VICINITY OF THE MARK.  THE
 KA1996'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.23 OF A FOOT SHORTER
 KA1996'AND THIS IS THOUGHT TO BE AN ERROR IN THE ORIGINAL DISTANCE.  A
 KA1996'NEW DESCRIPTION FOLLOWS--
 KA1996'
 KA1996'THE STATION IS 28 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD, 37
 KA1996'FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD, 58 FEET NORTH OF A
 KA1996'POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 KA1996'PROJECTS 3 INCHES AND THE DISK IS STAMPED POLAND 1947 1974.
 KA1996'
 KA1996'TO REACH THE STATION FROM THE POST OFFICE AND BANK AT POLAND, GO
 KA1996'NORTH ON PAVED ROAD FOR 2.95 MILES TO A T-ROAD.  TURN RIGHT AND GO
 KA1996'NORTHEAST ON GRAVELED ROAD FOR 0.5 MILE TO A ROAD FORK.  TAKE THE
 KA1996'RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 KA1996'SOUTH ON GRAVELED ROAD FOR 1.4 MILES TO A T-ROAD INTERSECTION
 KA1996'AND THE STATION ON THE LEFT.
 KA1996'
 KA1996'REFERENCE MARK 2 IS 63 FEET WEST OF THE CENTERLINE OF ROAD AND 19
 KA1996'FEET NORTH OF THE CENTERLINE OF ROAD.  THE MONUMENT IS FLUSH AND THE
 KA1996'DISK IS STAMPED POLAND NO 2 1947.
 KA1996'
 KA1996'REFERENCE MARK 3 IS 20 FEET SOUTH OF THE CENTERLINE OF ROAD, 60 FEET
 KA1996'EAST OF POWER POLE AND 86 FEET EAST OF THE CENTERLINE OF ROAD.  THE
 KA1996'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED POLAND 1947 NO 3
 KA1996'1974.
 KA1996'
 KA1996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KA1996'NORTHEAST OF POLAND.
 KA1996'
 KA1996'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1996
 KA1996                          STATION RECOVERY (2001)
 KA1996
 KA1996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DP)
 KA1996'TRIANGULATION STATION FOUND IN GOOD CONDITION ABOUT 6 INCHES UNDER
 KA1996'GROUND SURFACE. CONCRETE BASE OF AZIMUTH WAS MARK FOUND, BUT DISK IS
 KA1996'GONE. REFERENCE MARK 2 WAS FOUND COMPLETELY PULLED OUT OF GROUND BY
 KA1996'EXCAVATING EQUIPMENT. I RE-SET RM2 AS CLOSE AS POSSIBLE USING ORIGINAL
 KA1996'DISTANCE OF 27.112 METERS. CONCRETE BASE OF RM3 WAS FOUND, BUT TOP IS
 KA1996'BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3342 ***********************************************************************
 ME3342  DESIGNATION -  POLICE AZ MK
 ME3342  PID         -  ME3342
 ME3342  STATE/COUNTY-  IN/PORTER
 ME3342  COUNTRY     -  US
 ME3342  USGS QUAD   -  DUNE ACRES (2019)
 ME3342
 ME3342                         *CURRENT SURVEY CONTROL
 ME3342  ______________________________________________________________________
 ME3342* NAD 83(1997) POSITION- 41 38 11.20110(N) 087 03 22.15881(W)   NO CHECK
 ME3342* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) VERT ANG
 ME3342  ______________________________________________________________________
 ME3342  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME3342  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 ME3342  HORZ ORDER      -  THIRD
 ME3342
 ME3342.The horizontal coordinates were established by classical geodetic methods
 ME3342.and adjusted by the National Geodetic Survey in May 1999.
 ME3342
 ME3342.No horizontal observational check was made to the station.
 ME3342
 ME3342.The orthometric height was determined by vertical angle observations.
 ME3342
 ME3342.No vertical observational check was made to the station.
 ME3342
 ME3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3342.GEOID18 height accuracy estimate available here.
 ME3342
 ME3342.Click photographs - Photos may exist for this station.
 ME3342
 ME3342.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3342
 ME3342. The following values were computed from the NAD 83(1997) position.
 ME3342
 ME3342;                    North         East     Units Scale Factor Converg.
 ME3342;SPC IN W     -   709,239.792   902,264.423   MT  0.99996673   +0 01 05.0
 ME3342;SPC IN W     - 2,326,897.55  2,960,179.19   sFT  0.99996673   +0 01 05.0
 ME3342;UTM  16      - 4,609,413.907   495,322.980   MT  0.99960027   -0 02 14.3
 ME3342
 ME3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3342!SPC IN W     -   0.99997294  x   0.99996673  =   0.99993967
 ME3342!UTM  16      -   0.99997294  x   0.99960027  =   0.99957322
 ME3342
 ME3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9532209413(NAD 83)
 ME3342
 ME3342                          SUPERSEDED SURVEY CONTROL
 ME3342
 ME3342  NAD 83(1994)-  41 38 11.20664(N)    087 03 22.16164(W) AD(       ) 3
 ME3342  NAD 83(1986)-  41 38 11.20669(N)    087 03 22.16058(W) AD(       ) 3
 ME3342
 ME3342.Superseded values are not recommended for survey control.
 ME3342
 ME3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3342.See file dsdata.pdf to determine how the superseded data were derived.
 ME3342
 ME3342_MARKER: DZ = AZIMUTH MARK DISK
 ME3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3342_STAMPING: POLICE 1952 677.04
 ME3342_MARK LOGO: CGS
 ME3342_PROJECTION: FLUSH
 ME3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3342+STABILITY: SURFACE MOTION
 ME3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3342+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 ME3342
 ME3342  HISTORY     - Date     Condition        Report By
 ME3342  HISTORY     - 1952     MONUMENTED       CGS
 ME3342  HISTORY     - 19910513 GOOD             NOS
 ME3342  HISTORY     - 20070527 GOOD             GEOCAC
 ME3342  HISTORY     - 20210405 GOOD             IN-127
 ME3342
 ME3342                          STATION DESCRIPTION
 ME3342
 ME3342'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3342'THE STATION IS LOCATED 0.8 MILES NORTHWEST OF CHESTERTON, 1.9 MILES
 ME3342'EAST OF LAKE MICHIGAN, AND 0.2 MILE NORTH OF THE INTERSECTION OF HWY
 ME3342'20 AND STATE HWY 49.
 ME3342'TO REACH STATION FROM THE RAILROAD OVERPASS OF HWY 49 IN CHESTERTON,
 ME3342'GO NORTHWEST ON HWY 49 0.8 MI (1.29 KM) TO THE INTERSECTION OF HWY 20
 ME3342'AND STATE HWY 49, TURN RIGHT AND GO 0.2 MI (0.32 KM) TO A SMALL GRASS
 ME3342'TRIANGLE FORMED BY THE NORTH EXIT LAND OF WEST FOUND HWY 20, AND
 ME3342'STATION AS DESCRIBED NEAR THE CENTER OF THE SMALL GRASS TRIANGLE.
 ME3342'AZ MK IS A STANDARD USCGS BRONZE RM DISK STAMPED POLICE 1952
 ME3342'SURROUNDED BY A MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND. IT IS
 ME3342'0.2 MILE NORTHEAST ALONG THE TURN-OFF ROAD FROM THE STATION IN A
 ME3342'GRASSY TRIANGLE FORMED BY THE ROAD AND HWY 20, 18.29 M (60.01 FT)
 ME3342'NORTHWEST OF THE CENTERLINE OF HWY 20, 15.85 M (52.00 FT) EAST OF THE
 ME3342'CENTERLINE OF PAVED ROAD, AND 14.11 M (46.29 FT) SOUTH OF THE
 ME3342'CENTERLINE OF PAVED TURN-OFF ROAD.
 ME3342'DESCRIBED BY ALG.
 ME3342
 ME3342                          STATION RECOVERY (2007)
 ME3342
 ME3342'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 ME3342'DID NOT FIND MARK OR REFERENCE MARKS DURING SEARCH. NEARBY POLICE AZ
 ME3342'RECOVERED AS DESCRIBED.
 ME3342
 ME3342                          STATION RECOVERY (2021)
 ME3342
 ME3342'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME3342'DESCRIBED BY PORTER COUNTY SURVEYOR'S OFFICE (WEE).
 ME3342'
 ME3342'THE MARK IS LOCATED 0.8 MI (1.3 KM) NORTHWEST OF CHESTERTON, 0.2 MI
 ME3342'(0.3 KM) NORTH OF THE INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 49.
 ME3342'TURN RIGHT AND GO 0.2 MI (0.3 KM) TO A SMALL GRASS TRIANGLE FORMED BY
 ME3342'THE NORTH EXIT OF WEST BOUND HIGHWAY 20 AND STATION IS NEAR THE
 ME3342'SOUTHWEST QUARTER OF THE SMALL GRASS TRIANGLE.  AZIMUTH MARK IS A CGS
 ME3342'BRONZE DISK IN CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS 60.0 FT
 ME3342'(18.3 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 20, 52.0 FT (15.8 M)
 ME3342'EAST OF THE CENTERLINE OF PAVED ROAD AND 46.3 FT (14.1 M) SOUTH OF THE
 ME3342'CENTERLINE OF PAVED TURN OFF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3341 ***********************************************************************
 ME3341  DESIGNATION -  POLICE RESET
 ME3341  PID         -  ME3341
 ME3341  STATE/COUNTY-  IN/PORTER
 ME3341  COUNTRY     -  US
 ME3341  USGS QUAD   -  DUNE ACRES (2019)
 ME3341
 ME3341                         *CURRENT SURVEY CONTROL
 ME3341  ______________________________________________________________________
 ME3341* NAD 83(1997) POSITION- 41 38 12.36751(N) 087 03 38.93107(W)   ADJUSTED
 ME3341* NAVD 88 ORTHO HEIGHT -   203.532 (meters)      667.75  (feet) ADJUSTED
 ME3341  ______________________________________________________________________
 ME3341  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 ME3341  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 ME3341  DYNAMIC HEIGHT  -        203.458 (meters)      667.51  (feet) COMP
 ME3341  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 ME3341
 ME3341  HORZ ORDER      -  SECOND
 ME3341  VERT ORDER      -  FIRST     CLASS II
 ME3341
 ME3341.The horizontal coordinates were established by classical geodetic methods
 ME3341.and adjusted by the National Geodetic Survey in May 1999.
 ME3341
 ME3341.The orthometric height was determined by differential leveling and
 ME3341.adjusted by the NATIONAL GEODETIC SURVEY
 ME3341.in June 1991.
 ME3341
 ME3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3341.GEOID18 height accuracy estimate available here.
 ME3341
 ME3341.Click photographs - Photos may exist for this station.
 ME3341
 ME3341.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3341
 ME3341.The dynamic height is computed by dividing the NAVD 88
 ME3341.geopotential number by the normal gravity value computed on the
 ME3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3341.degrees latitude (g = 980.6199 gals.).
 ME3341
 ME3341.The modeled gravity was interpolated from observed gravity values.
 ME3341
 ME3341. The following values were computed from the NAD 83(1997) position.
 ME3341
 ME3341;                    North         East     Units Scale Factor Converg.
 ME3341;SPC IN W     -   709,275.665   901,876.239   MT  0.99996671   +0 00 53.9
 ME3341;SPC IN W     - 2,327,015.24  2,958,905.63   sFT  0.99996671   +0 00 53.9
 ME3341;UTM  16      - 4,609,450.141   494,934.973   MT  0.99960032   -0 02 25.5
 ME3341
 ME3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3341!SPC IN W     -   0.99997336  x   0.99996671  =   0.99994007
 ME3341!UTM  16      -   0.99997336  x   0.99960032  =   0.99957369
 ME3341
 ME3341:                Primary Azimuth Mark                     Grid Az
 ME3341:SPC IN W     -  INDIANA ST POLICE POST 1 MAST            120 53 07.5
 ME3341:UTM  16      -  INDIANA ST POLICE POST 1 MAST            120 56 26.9
 ME3341
 ME3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9493409450(NAD 83)
 ME3341
 ME3341|---------------------------------------------------------------------|
 ME3341| PID    Reference Object                     Distance      Geod. Az  |
 ME3341|                                                           dddmmss.s |
 ME3341| ME3342 POLICE AZ MK                        389.851 METERS 09518     |
 ME3341| ME2471 INDIANA ST POLICE POST 1 MAST       427.862 METERS 1205401.4 |
 ME3341| CM4392 POLICE RM 2                          32.102 METERS 12453     |
 ME3341| CM4391 POLICE RM 1                          28.728 METERS 22146     |
 ME3341|---------------------------------------------------------------------|
 ME3341
 ME3341                          SUPERSEDED SURVEY CONTROL
 ME3341
 ME3341  NAD 83(1994)-  41 38 12.37308(N)    087 03 38.93391(W) AD(       ) 2
 ME3341  NAD 83(1986)-  41 38 12.37334(N)    087 03 38.93279(W) AD(       ) 2
 ME3341  NAD 27      -  41 38 12.23850(N)    087 03 38.81350(W) AD(       ) 2
 ME3341  NAVD 88             203.53   (m)          667.7    (f) LEVELING    3  
 ME3341  NGVD 29 (01/19/93)  203.633  (m)          668.09   (f) ADJUSTED    1 2
 ME3341
 ME3341.Superseded values are not recommended for survey control.
 ME3341
 ME3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3341.See file dsdata.pdf to determine how the superseded data were derived.
 ME3341
 ME3341_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3341_STAMPING: POLICE 1952 1977
 ME3341_MARK LOGO: NGS
 ME3341_PROJECTION: FLUSH
 ME3341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3341+STABILITY: SURFACE MOTION
 ME3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3341+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 ME3341
 ME3341  HISTORY     - Date     Condition        Report By
 ME3341  HISTORY     - 1977     MONUMENTED       NGS
 ME3341  HISTORY     - 1985     GOOD             NGS
 ME3341  HISTORY     - 19910513 GOOD             NOS
 ME3341  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 ME3341
 ME3341                          STATION DESCRIPTION
 ME3341
 ME3341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME3341'HIGHWAY TRAFFIC TOO HEAVY TO MEASURE RM 1 TO RM 2.
 ME3341'
 ME3341'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 ME3341'CONDITION.  THE STATION SURFACE MARK WAS NOT RECOVERED.  THE
 ME3341'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION THE POINT PLUMBED AND
 ME3341'A NEW SURFACE MARK SET.  THE DIRECTION TO REFERENCE MARKS 1, 2 AND
 ME3341'THE INDIANA STATE POLICE MAST CHECKED THE 1970 OBSERVATIONS.  THE
 ME3341'DISTANCE TO REFERENCE MARK 1 AND 2 WAS SHORTER BY 0.04 FOOT.  THE
 ME3341'1970 DESCRIPTION IS ADEQUATE WITH THE ADDITION OF--THE
 ME3341'STATION IS SET FLUSH IN A CONCRETE POST.  THE DISK IS STAMPED POLICE
 ME3341'1952 1977.  AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME3341'
 ME3341'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 1, AND
 ME3341'1 FOOT WEST OF REFERENCE MARK 2.
 ME3341'
 ME3341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 ME3341'CHESTERTON.
 ME3341'
 ME3341'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME3341'
 ME3341'A PARTIAL COPY OF THE 1970 DESCRIPTION BY LFS OF NGS FOLLOWS--
 ME3341'
 ME3341'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF CHESTERTON, 0.2 MILE
 ME3341'NORTH OF THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 49, IN
 ME3341'A SMALL TRIANGLE FORMED BY HIGHWAY 49 AND TURN-OFF ROAD TO HIGHWAY 20
 ME3341'EAST, 1 FOOT SOUTH OF A METAL WITNESS POST, 45 FEET EAST OF THE
 ME3341'CENTERLINE OF HIGHWAY 49, 76 FEET NORTHEAST OF THE CENTERLINE OF PAVED
 ME3341'ROAD, AND 37 FEET SOUTHWEST OF THE CENTERLINE OF THE TURN-OFF ROAD.
 ME3341'
 ME3341'REFERENCE MARK 1 IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 ME3341'42 FEET NORTH OF THE CENTERLINE OF PAVED ROAD.  THE MONUMENT IS FLUSH
 ME3341'AND THE DISK IS STAMPED POLICE NO 1 1952.
 ME3341'
 ME3341'REFERENCE MARK 2 IS 15 FEET NORTH OF A 10 INCH MAPLE TREE, 30 FEET
 ME3341'SOUTH OF CENTERLINE OF PAVED ROAD AND 50 FEET EAST OF THE CENTERLINE
 ME3341'OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED POLICE
 ME3341'NO 2 1952.
 ME3341'
 ME3341'THE AZIMUTH MARK IS 0.2 MILE EAST ALONG THE TURN-OFF ROAD FROM THE
 ME3341'STATION, IN A GRASSY TRIANGLE FORMED BY THE ROAD AND HIGHWAY 20, 46
 ME3341'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 53 FEET EAST OF THE
 ME3341'CENTERLINE OF PAVED ROAD, 60 FEET NORTH OF THE CENTERLINE OF THE
 ME3341'HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS
 ME3341'FLUSH AND THE DISK IS STAMPED POLICE 1952.
 ME3341
 ME3341                          STATION RECOVERY (1985)
 ME3341
 ME3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME3341'17.5 KM (10.9 MI) SW FROM MICHIGAN CITY.
 ME3341'16.3 KM (10.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME3341'COURTHOUSE IN MICHIGAN CITY, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG
 ME3341'STATE HIGHWAY 49, 23.2 M (76.1 FT) NORTHEAST OF THE CENTERLINE OF A
 ME3341'PAVED ROAD, 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 ME3341'AND 11.3 M (37.1 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD.
 ME3341'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME3341
 ME3341                          STATION RECOVERY (1991)
 ME3341
 ME3341'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME3341'THE STATION IS LOCATED 0.8 MILES NORTHWEST OF CHESTERTON, 0.2 MILE
 ME3341'NORTHWEST OF THE INTERSECTION OF HWY 20 AND HWY 49.
 ME3341'TO REACH THE STATION FROM THE RAILROAD OVERPASS OF HWY 49 IN
 ME3341'CHESTERTON, GO NORTHWEST ON HWY 49 0.8 MI (1.29 KM) TO THE
 ME3341'INTERSECTION OF HWYS 20 AND 49, CONTINUE NORTHEAST 0.2 MI (0.32 KM)
 ME3341'TO SMALL TRIANGLE OF GRASS FORMED BY THE EXIT RAMPS. IT IS IN THE NE
 ME3341'QUADRANT OF THE INTERSECTION.
 ME3341'THE STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED POLICE 1952
 ME3341'SET FLUSH WITH THE GROUND.  IT IS 21.6 M (70.87 FT)  NORTHEAST OF THE
 ME3341'CENTERLINE OF PAVED ROAD, 11.95 M (39.21 FT) SOUTHWEST OF THE CENTER
 ME3341'LINE OF THE TURN OFF ROAD, AND 30.51 M (100.10 FT) SOUTH OF NORTH
 ME3341'APEX OF THE GRASSY TRIANGLE.
 ME3341'DESCRIBED BY GAB
 ME3341
 ME3341                          STATION RECOVERY (2007)
 ME3341
 ME3341'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 ME3341'DID NOT FIND MARK OR REFERENCE MARKS DURING SEARCH. NEARBY POLICE AZ
 ME3341'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2044 ***********************************************************************
 JA2044  DESIGNATION -  POLIS
 JA2044  PID         -  JA2044
 JA2044  STATE/COUNTY-  IN/POSEY
 JA2044  COUNTRY     -  US
 JA2044  USGS QUAD   -  CYNTHIANA (2019)
 JA2044
 JA2044                         *CURRENT SURVEY CONTROL
 JA2044  ______________________________________________________________________
 JA2044* NAD 83(1997) POSITION- 38 10 34.54168(N) 087 44 18.29027(W)   ADJUSTED
 JA2044* NAVD 88 ORTHO HEIGHT -   145.4   (meters)      477.    (feet) VERTCON3
 JA2044  ______________________________________________________________________
 JA2044  GEOID HEIGHT    -        -31.122 (meters)                     GEOID18
 JA2044  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JA2044  HORZ ORDER      -  SECOND
 JA2044
 JA2044.The horizontal coordinates were established by classical geodetic methods
 JA2044.and adjusted by the National Geodetic Survey in May 1999.
 JA2044
 JA2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2044
 JA2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2044.GEOID18 height accuracy estimate available here.
 JA2044
 JA2044.Click photographs - Photos may exist for this station.
 JA2044
 JA2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2044
 JA2044. The following values were computed from the NAD 83(1997) position.
 JA2044
 JA2044;                    North         East     Units Scale Factor Converg.
 JA2044;SPC IN W     -   325,260.895   842,602.259   MT  1.00000723   -0 24 17.7
 JA2044;SPC IN W     - 1,067,126.79  2,764,437.58   sFT  1.00000723   -0 24 17.7
 JA2044;UTM  16      - 4,225,629.504   435,324.279   MT  0.99965152   -0 27 23.1
 JA2044
 JA2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2044!SPC IN W     -   0.99998207  x   1.00000723  =   0.99998930
 JA2044!UTM  16      -   0.99998207  x   0.99965152  =   0.99963360
 JA2044
 JA2044:                Primary Azimuth Mark                     Grid Az
 JA2044:SPC IN W     -  POLIS AZ MK                              130 08 32.2
 JA2044:UTM  16      -  POLIS AZ MK                              130 11 37.6
 JA2044
 JA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3532425629(NAD 83)
 JA2044
 JA2044|---------------------------------------------------------------------|
 JA2044| PID    Reference Object                     Distance      Geod. Az  |
 JA2044|                                                           dddmmss.s |
 JA2044| CG9711 POLIS RM 1                           21.988 METERS 09124     |
 JA2044| CG9710 POLIS AZ MK                                        1294414.5 |
 JA2044| CG9712 POLIS RM 2                           19.313 METERS 27216     |
 JA2044|---------------------------------------------------------------------|
 JA2044
 JA2044                          SUPERSEDED SURVEY CONTROL
 JA2044
 JA2044  NAD 83(1993)-  38 10 34.54776(N)    087 44 18.28927(W) AD(       ) 2
 JA2044  NAD 83(1986)-  38 10 34.55118(N)    087 44 18.29142(W) AD(       ) 2
 JA2044  NAD 27      -  38 10 34.39423(N)    087 44 18.19812(W) AD(       ) 2
 JA2044  NGVD 29 (07/19/86)  145.5    (m)          477.     (f) VERT ANG       
 JA2044
 JA2044.Superseded values are not recommended for survey control.
 JA2044
 JA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2044.See file dsdata.pdf to determine how the superseded data were derived.
 JA2044
 JA2044_MARKER: DE = TRAVERSE STATION DISK
 JA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2044_STAMPING: POLIS 1961
 JA2044_MARK LOGO: CGS
 JA2044_PROJECTION: FLUSH
 JA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2044+STABILITY: SURFACE MOTION
 JA2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2044+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2010
 JA2044
 JA2044  HISTORY     - Date     Condition        Report By
 JA2044  HISTORY     - 1961     MONUMENTED       CGS
 JA2044  HISTORY     - 1964     GOOD             CGS
 JA2044  HISTORY     - 20050514 GOOD             INDIV
 JA2044  HISTORY     - 20100817 GOOD             GEOCAC
 JA2044
 JA2044                          STATION DESCRIPTION
 JA2044
 JA2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2044'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-NORTHEAST OF POSEYVILLE,
 JA2044'ABOUT 1.75 MILES SOUTHWEST OF CYNTHIANA, ABOUT 1.75 MILES SOUTH OF THE
 JA2044'GIBSON-POSEY COUNTY LINE AND IS ON THE NORTH RIGHT-OF-WAY OF STATE
 JA2044'HIGHWAY 68.
 JA2044'
 JA2044'TO REACH THE STATION FROM THE POST OFFICE IN POSEYVILLE, GO EAST ON
 JA2044'STATE HIGHWAY 68 (MAIN STREET) FOR 0.15 MILE, TURN LEFT, GO NORTH ON
 JA2044'STATE HIGHWAY 68 FOR 0.1 MILE, KEEP RIGHT AND FOLLOW STATE HIGHWAY 68
 JA2044'EAST FOR 2.4 MILES TO TOP OF SMALL RIDGE AND THE STATION ON THE LEFT,
 JA2044'NORTH SIDE OF ROAD.
 JA2044'
 JA2044'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JA2044'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2044'STAMPED POLIS 1961.  THE MARK IS 27 FEET NORTH OF CENTER OF STATE
 JA2044'HIGHWAY 68, 12 FEET EAST OF CENTER OF DRIVEWAY, 4 FEET SOUTH OF
 JA2044'SOUTHEND OF FENCE, 3.6 FEET SOUTH-SOUTHWEST OF WITNESS POST AND 3 FEET
 JA2044'SOUTH OF TELEPHONE POLE.
 JA2044'
 JA2044'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2044'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2044'AND IS STAMPED POLIS NO 1 1961.  THE MARK IS 90.5 FEET WEST OF
 JA2044'TELEPHONE POLE, 84 FEET EAST OF CENTER OF DRIVEWAY, 71.8 FEET EAST OF
 JA2044'TELEPHONE POLE, 70.9 FEET EAST OF WITNESS POST AND 27 FEET NORTH OF
 JA2044'CENTER OF ROAD.
 JA2044'
 JA2044'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2044'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2044'AND IS STAMPED POLIS NO 2 1961.  THE MARK IS 51 FEET WEST OF CENTER OF
 JA2044'DRIVEWAY, 45.6 FEET EAST OF POWER LINE POLE, 43.5 FEET WEST OF FENCE
 JA2044'CORNER, 28.6 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE.
 JA2044'
 JA2044'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA2044'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 JA2044'STAMPED POLIS 1961.  THE MARK IS 19.6 FEET WEST OF CENTER OF ROAD, 2
 JA2044'FEET NORTH OF TELEPHONE POLE AND 1.9 FEET SOUTH OF WITNESS POST.
 JA2044'
 JA2044'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY 68
 JA2044'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH FOR 0.2 MILE
 JA2044'TO THE AZIMUTH ON THE RIGHT, WEST SIDE OF ROAD.
 JA2044'
 JA2044'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 JA2044
 JA2044                          STATION RECOVERY (1964)
 JA2044
 JA2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA2044'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AZND 2 WERE RECOVERED
 JA2044'AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  REFERENCE MARK NO 2 IS NOW
 JA2044'2 INCHES UNDERGROUND, DUE TO FIELD CULTIVATION.  ALL MARKS WERE FOUND
 JA2044'TO BE IN GOOD CONDITION.  THE TO REACH IS GOOD.
 JA2044
 JA2044                          STATION RECOVERY (2005)
 JA2044
 JA2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ANR)
 JA2044'RECOVERED IN GOOD CONDITION.
 JA2044
 JA2044                          STATION RECOVERY (2010)
 JA2044
 JA2044'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA2044'SURFACE OF MONUMENT IS NOW 18 INCHES ABOVE GROUND LEVEL, THE SETTING
 JA2044'IS VERTICAL, IS IN GOOD CONDITION AND DOES NOT SEEM TO HAVE HAD ANY
 JA2044'LATERAL MOVEMENT. THE MARK IS AT THE CORNER OF A SOYBEAN FIELD, THE
 JA2044'WITNESS MARK WAS NOT FOUND. THE TELEPHONE POLE LISTED IN THE 1961
 JA2044'RECOVERY HAS BEEN REMOVED. REFERENCE MARKS WERE NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2022 ***********************************************************************
 LA2022  DESIGNATION -  PONETO
 LA2022  PID         -  LA2022
 LA2022  STATE/COUNTY-  IN/WELLS
 LA2022  COUNTRY     -  US
 LA2022  USGS QUAD   -  BLUFFTON (2019)
 LA2022
 LA2022                         *CURRENT SURVEY CONTROL
 LA2022  ______________________________________________________________________
 LA2022* NAD 83(1997) POSITION- 40 39 17.00605(N) 085 13 19.90258(W)   ADJUSTED
 LA2022* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 LA2022  ______________________________________________________________________
 LA2022  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LA2022  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 LA2022  HORZ ORDER      -  THIRD
 LA2022
 LA2022.The horizontal coordinates were established by classical geodetic methods
 LA2022.and adjusted by the National Geodetic Survey in May 1999.
 LA2022
 LA2022.The orthometric height was scaled from a topographic map.
 LA2022
 LA2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2022.GEOID18 height accuracy estimate available here.
 LA2022
 LA2022.Click photographs - Photos may exist for this station.
 LA2022
 LA2022.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2022
 LA2022. The following values were computed from the NAD 83(1997) position.
 LA2022
 LA2022;                    North         East     Units Scale Factor Converg.
 LA2022;SPC IN E     -   600,311.354   137,588.962   MT  0.99998405   +0 17 22.5
 LA2022;SPC IN E     - 1,969,521.50    451,406.45   sFT  0.99998405   +0 17 22.5
 LA2022;UTM  16      - 4,501,948.690   650,297.316   MT  0.99987805   +1 09 30.4
 LA2022
 LA2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2022!SPC IN E     -   0.99996472  x   0.99998405  =   0.99994877
 LA2022!UTM  16      -   0.99996472  x   0.99987805  =   0.99984277
 LA2022
 LA2022:                Primary Azimuth Mark                     Grid Az
 LA2022:SPC IN E     -  ALEX                                     037 41 16.3
 LA2022:UTM  16      -  ALEX                                     036 49 08.4
 LA2022
 LA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5029701948(NAD 83)
 LA2022
 LA2022|---------------------------------------------------------------------|
 LA2022| PID    Reference Object                     Distance      Geod. Az  |
 LA2022|                                                           dddmmss.s |
 LA2022| CC9177 PONETO RM 1                          24.905 METERS 00447     |
 LA2022| LA2018 ALEX                                APPROX. 7.5 KM 0375838.8 |
 LA2022| CC9179 PONETO RM 3                          28.319 METERS 09610     |
 LA2022| CC9178 PONETO RM 2                          24.184 METERS 25853     |
 LA2022| CC9176 PONETO AZ MK                                       2663444.0 |
 LA2022| CC9926 PONETO RM 4                           9.702 METERS 26706     |
 LA2022| CC9180 PONETO RM 3 RESET                    13.695 METERS 35743     |
 LA2022|---------------------------------------------------------------------|
 LA2022
 LA2022                          SUPERSEDED SURVEY CONTROL
 LA2022
 LA2022  NAD 83(1995)-  40 39 17.00727(N)    085 13 19.90692(W) AD(       ) 3
 LA2022  NAD 83(1986)-  40 39 17.00868(N)    085 13 19.91759(W) AD(       ) 3
 LA2022  NAD 27      -  40 39 16.84600(N)    085 13 20.00640(W) AD(       ) 3
 LA2022
 LA2022.Superseded values are not recommended for survey control.
 LA2022
 LA2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2022.See file dsdata.pdf to determine how the superseded data were derived.
 LA2022
 LA2022_MARKER: DS = TRIANGULATION STATION DISK
 LA2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2022_STAMPING: PONETO 1955
 LA2022_MARK LOGO: CGS
 LA2022_PROJECTION: FLUSH
 LA2022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2022+STABILITY: SURFACE MOTION
 LA2022
 LA2022  HISTORY     - Date     Condition        Report By
 LA2022  HISTORY     - 1955     MONUMENTED       CGS
 LA2022  HISTORY     - 1960     GOOD             CGS
 LA2022  HISTORY     - 1978     GOOD             NGS
 LA2022  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LA2022  HISTORY     - 19820321 GOOD             NGS
 LA2022
 LA2022                          STATION DESCRIPTION
 LA2022
 LA2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2022'THE STATION IS NEAR THE SOUTHWEST CORNER OF THE YARD OF AN UNUSED
 LA2022'GRADE SCHOOL, NEAR THE
 LA2022'CENTER OF THE TOWN ON PONETO, 41 FEET EAST OF A FENCE, 38 FEET NORTH
 LA2022'OF THE CENTER OF STATE HIGHWAY
 LA2022'118 AND 10 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.
 LA2022'
 LA2022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 LA2022'FOR 0.2 MILE TO THE RAILROAD
 LA2022'TRACK AND THE MARK AS DESCRIBED.
 LA2022'
 LA2022'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2022'PONETO 1955.
 LA2022'
 LA2022'REFERENCE MARK 1 IS 72 FEET SOUTH OF THE CENTER OF AN ALLEY AND 49
 LA2022'FEET EAST OF A FENCE.  THE
 LA2022'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PONETO NO 1
 LA2022'1955.
 LA2022'
 LA2022'REFERENCE MARK 2 IS 37 FEET WEST OF THE FENCE, 23 FEET NORTH OF THE
 LA2022'CENTER OF THE HIGHWAY AND 1
 LA2022'FOOT SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE MARK IS FLUSH WITH
 LA2022'THE GROUND, AND THE DISK IS
 LA2022'STAMPED PONETO NO 2 1955.
 LA2022'
 LA2022'THE AZIMUTH MARK IS 19 FEET WEST OF THE WEST RAIL OF A RAILROAD
 LA2022'TRACK, 15 FEET SOUTH OF THE
 LA2022'CENTER OF THE HIGHWAY AND 2 FEET NORTH OF A 4-INCH BY 4-INCH WHITE
 LA2022'WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 LA2022'AND THE DISK IS STAMPED PONETO 1955.
 LA2022'
 LA2022'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LA2022
 LA2022                          STATION RECOVERY (1960)
 LA2022
 LA2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 LA2022'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.
 LA2022'REFERENCE MARK NO. 2 WAS RESET AS NO. 3.
 LA2022'
 LA2022'ABOUT ONE BLOCK S AND TWO BLOCKS E OF THE POST OFFICE IN PONETO,
 LA2022'242 FEET W OF CENTER LINE OF MERIDIAN ROAD, 38 FEET N OF CENTER LINE
 LA2022'OF NO. 118 INDIANA HIGHWAY 20-FOOT PAVEMENT, 1.9 FEET LOWER THAN
 LA2022'SAME, 113 FEET W OF PROJECTED PLANE OF W WALL OF 3-STORY OLD BRICK
 LA2022'SCHOOL BUILDING, STANDARD DISKS STAMPED PONETO 1955 ARE SET IN
 LA2022'MARKS WITH THE UPPER MARK SET FLUSH WITH THE GROUND.
 LA2022'
 LA2022'REFERENCE STAMPED PONETO NO 1 1955, FLUSH WITH GROUND, IS 81.71 FEET
 LA2022'OR 24.905 METERS N 04 DEG 47 MIN E FROM THE STATION, 120
 LA2022'FEET N OF CENTER LINE OF HIGHWAY, 106 FEET W OF SW CORNER OF THE
 LA2022'SCHOOL BUILDING, AND 49 FEET E OF A FENCE.
 LA2022'
 LA2022'REFERENCE STAMPED PONETO NO. 3 1955 1960, IS 92.91 FEET OR 28.319
 LA2022'METERS S 83 DEG 50 MIN E FROM THE STATION, 149 FEET W. OF THE
 LA2022'CENTER LINE OF MERIDIAN ROAD, 28 FEET N OF CENTER LINE OF THE
 LA2022'HIGHWAY, 0.5 FOOT N OF N EDGE OF CONCRETE SIDEWALK, FLUSH WITH THE
 LA2022'SURFACE OF THE SIDEWALK, AND 20 FEET W OF THE PLANE OF THE W WALL
 LA2022'OF THE SCHOOL BUILDING.
 LA2022'
 LA2022'AZIMUTH STAMPED PONETO 1955, PROJECTS 0.1 FOOT, IS 0.2 MILE
 LA2022'S 86 DEG 35 MIN W FROM THE STATION, 18.3 FEET WNW OF THE W.
 LA2022'RAIL OF RAILROAD, 1.2 FEET LOWER THAN TOP OF SAME, AND 14 FEET S OF
 LA2022'CENTER LINE OF THE HIGHWAY.
 LA2022
 LA2022                          STATION RECOVERY (1978)
 LA2022
 LA2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LA2022'STATION MARK AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE
 LA2022'MARKS 1 AND 2 SHOULD BE CONSIDERED LOST.  REFERENCE MARK 1 BY BLACK
 LA2022'TOPPING OF PLAY AREA AND REFERENCE MARK 2 BY NEW DRIVEWAY.
 LA2022'REFERENCE MARK 3 AND 4 WERE ESTABLISHED.
 LA2022'
 LA2022'THE STATION IS NEAR THE SOUTHWEST CORNER OF A PLAYGROUND AND IN THE
 LA2022'SOUTHWEST CORNER OF THE PONETO SCHOOL THAT IS NOW ABANDONED.  IT IS
 LA2022'ON PROPERTY OWNED NOW BY THE TOWN OF PONETO.
 LA2022'
 LA2022'THE STATION IS 62.5 FEET WEST OF POWER POLE NO. 344/148, 37.5 FEET
 LA2022'NORTH OF THE CENTERLINE OF STATE HIGHWAY 218, 49 FEET SOUTH OF THE
 LA2022'SOUTH EDGE OF THE PAVED PLAYGROUND, 55 FEET SOUTH, SOUTHEAST OF THE
 LA2022'SOUTHWEST CORNER OF THE PLAYGROUND AND 82 FEET SOUTHWEST OF THE
 LA2022'SOUTHEAST CORNER OF PLAYGROUND.  THE MONUMENT IS FLUSH AND THE
 LA2022'DISK STAMPED PONETO 1955.
 LA2022'
 LA2022'REFERENCE MARK 3 IS 83 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LA2022'23 FEET WEST OF THE SOUTHWEST EDGE OF THE PAVED PLAYGROUND AND 4.0
 LA2022'FEET SOUTH OF THE SOUTH EDGE OF THE PAVED PLAYGROUND.  THE MONUMENT
 LA2022'IS FLUSH AND THE DISK STAMPED PONETO 1955 NO 3 1978.
 LA2022'
 LA2022'REFERENCE MARK 4 IS 51 FEET EAST OF THE EAST EDGE OF A SERVICE
 LA2022'STATION PARKING LOT AND 37 FEET NORTH OF THE CENTERLINE OF THE
 LA2022'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK STAMPED PONETO 1955
 LA2022'NO 4 1978.
 LA2022'
 LA2022'THE AZIMUTH MARK IS 19 FEET WEST OF THE WEST RAIL OF RAILROAD
 LA2022'TRACKS, 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 LA2022'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND
 LA2022'STAMPED PONETO 1955.
 LA2022'
 LA2022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 LA2022'218 FOR 0.2 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 LA2022'
 LA2022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PONETO.
 LA2022'
 LA2022'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LA2022
 LA2022                          STATION RECOVERY (1982)
 LA2022
 LA2022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (CRL)
 LA2022'AZIMUTH MARK HAS BEEN DESTROYED BY NORFOLK AND WESTERN RR
 LA2022'CONSTRUCTION.
 LA2022'
 LA2022'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PONETO INDIANA 46781.
 LA2022
 LA2022                          STATION RECOVERY (1982)
 LA2022
 LA2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LA2022'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 LA2022'CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY RAILROAD CONSTRUCTION. A
 LA2022'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 LA2022'FOLLOWS.  THE STATION IS LOCATED IN THE SMALL COMMUNITY OF PONETO,
 LA2022'INDIANA.  TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 1 AND
 LA2022'218 ABOUT 6 MILES (9.7 KM) SOUTH OF BLUFFTON, GO WEST ON HIGHWAY 218
 LA2022'FOR 3.5 MILES (5.6 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2022'CONTINUE WEST ON HIGHWAY 218 FOR 0.2 MILES (0.3 KM) TO THE STATION ON
 LA2022'RIGHT IN A PLAYGROUND AND IN THE CENTER OF THE SMALL TOWN OF PONETO.
 LA2022'THE STATION IS A STANDARD, CGS, DISK STAMPED,---PONETO 1955---, SET
 LA2022'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES, 30 CM IN
 LA2022'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 16.764 METERS
 LA2022'(55.000 FT) SOUTH FROM THE SOUTHWEST CORNER OF A PAVED BASKETBALL
 LA2022'COURT, 12.497 METERS (41.001 FT) EAST FROM THE NORTH EDGE OF A SERVICE
 LA2022'STATION PAVED PARKING AREA, 11.765 METERS (38.599 FT) NORTH FROM THE
 LA2022'APPROXIMATE CENTER OF HIGHWAY 218, 7.467 METERS (24.498 FT) SOUTHWEST
 LA2022'FROM THE SOUTH LEG OF A SWING SET AND 3.200 METERS (10.499 FT) NORTH
 LA2022'FROM THE EAST EDGE OF A SIDE WALK.  REFERENCE MARK NO 3, IS A
 LA2022'STANDARD, NGS, DISK STAMPED,---PONETO 1955 NO 3 1978---, SET INTO THE
 LA2022'TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES, 30 CM,IN DIAMTER, FLUSH,
 LA2022'WITH GROUND.  THE STATION IS LOCATED 12.619 METERS (41.401 FT) EAST
 LA2022'FROM THE NORTH EDGE OF THE SERVICE STATION PARKING AREA, 7.925 METERS
 LA2022'(26.001 FT) WEST-NORTHWEST FROM THE NORTHWEST LEG OF THE SWING SET,
 LA2022'7.010 METERS (22.999 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 LA2022'THE PAVED BASKETBALL COURT AND 1.402 METERS (4.600 FT) SOUTH FROM THE
 LA2022'SOUTH EDGE OF THE PAVED BASKETBALL COURT, AND LEVEL WITH THE GROUND.
 LA2022'REFERENCE MARK NO 4, IS A STANDARD, NGS, DISK STAMPED---PONETO 1955 NO
 LA2022'4 1978---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES,
 LA2022'30 CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 11.339
 LA2022'METERS (37.201 FT) NORTH FROM THE APPROXIMATE CENTER OF HWY 218,
 LA2022'15.850 METERS (52.001 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LA2022'PAVED BASKETBALL COURT, 2.865 METERS (9.400 FT) NORTH FROM THE NORTH
 LA2022'EDGE OF SIDEWALK AND 3.231 METERS (10.600 FT) EAST FROM THE EAST EDGE
 LA2022'OF SERVICE STATION PARKING AREA, AND LEVEL WITH THE STATION.  AZIMUTH
 LA2022'MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,---PONETO 1955 NO 2
 LA2022'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 37
 LA2022'CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 11.582
 LA2022'METERS (37.999 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY 218,
 LA2022'17.069 METERS (56.001 FT) WEST-SOUTHWEST FROM A 18-INCH OAK TREE,
 LA2022'1.219 METERS (3.999 FT) NORTH FROM A UTILITY POLE AND FENCE LINE,
 LA2022'0.610 METERS (2.001 FT) NORTH FROM A WITNESS POST.  TO REACH THE
 LA2022'AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 218 FOR 0.2 MILE (0.3
 LA2022'KM) TO THE MARK ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1642 ***********************************************************************
 MD1642  DESIGNATION -  PONY
 MD1642  PID         -  MD1642
 MD1642  STATE/COUNTY-  IN/WABASH
 MD1642  COUNTRY     -  US
 MD1642  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1642
 MD1642                         *CURRENT SURVEY CONTROL
 MD1642  ______________________________________________________________________
 MD1642* NAD 83(1997) POSITION- 41 00 04.49005(N) 085 44 28.83149(W)   ADJUSTED
 MD1642* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 MD1642  ______________________________________________________________________
 MD1642  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 MD1642  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 MD1642  HORZ ORDER      -  SECOND
 MD1642
 MD1642.The horizontal coordinates were established by classical geodetic methods
 MD1642.and adjusted by the National Geodetic Survey in May 1999.
 MD1642
 MD1642.The orthometric height was scaled from a topographic map.
 MD1642
 MD1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1642.GEOID18 height accuracy estimate available here.
 MD1642
 MD1642.Click photographs - Photos may exist for this station.
 MD1642
 MD1642.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1642
 MD1642. The following values were computed from the NAD 83(1997) position.
 MD1642
 MD1642;                    North         East     Units Scale Factor Converg.
 MD1642;SPC IN E     -   638,699.388    93,717.498   MT  0.99996715   -0 02 56.4
 MD1642;SPC IN E     - 2,095,466.24    307,471.49   sFT  0.99996715   -0 02 56.4
 MD1642;UTM  16      - 4,539,658.394   605,854.265   MT  0.99973791   +0 49 33.1
 MD1642
 MD1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1642!SPC IN E     -   0.99996800  x   0.99996715  =   0.99993515
 MD1642!UTM  16      -   0.99996800  x   0.99973791  =   0.99970592
 MD1642
 MD1642:                Primary Azimuth Mark                     Grid Az
 MD1642:SPC IN E     -  PONY AZ MK                               091 09 13.4
 MD1642:UTM  16      -  PONY AZ MK                               090 16 43.9
 MD1642
 MD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0585439658(NAD 83)
 MD1642
 MD1642|---------------------------------------------------------------------|
 MD1642| PID    Reference Object                     Distance      Geod. Az  |
 MD1642|                                                           dddmmss.s |
 MD1642| CC9928 PONY RM 1                            30.404 METERS 08733     |
 MD1642| CC9927 PONY AZ MK                                         0910617.0 |
 MD1642| CC9929 PONY RM 2                            29.045 METERS 18752     |
 MD1642| MD1655 N MANCHESTER MUN STANDPIPE          APPROX. 2.4 KM 2753101.1 |
 MD1642|---------------------------------------------------------------------|
 MD1642
 MD1642                          SUPERSEDED SURVEY CONTROL
 MD1642
 MD1642  NAD 83(1995)-  41 00 04.49367(N)    085 44 28.84240(W) AD(       ) 2
 MD1642  NAD 83(1986)-  41 00 04.49386(N)    085 44 28.84303(W) AD(       ) 2
 MD1642  NAD 27      -  41 00 04.33220(N)    085 44 28.89600(W) AD(       ) 2
 MD1642
 MD1642.Superseded values are not recommended for survey control.
 MD1642
 MD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1642.See file dsdata.pdf to determine how the superseded data were derived.
 MD1642
 MD1642_MARKER: DS = TRIANGULATION STATION DISK
 MD1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1642_STAMPING: PONY 1947
 MD1642_MARK LOGO: CGS
 MD1642_PROJECTION: FLUSH
 MD1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1642+STABILITY: SURFACE MOTION
 MD1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1642+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 MD1642
 MD1642  HISTORY     - Date     Condition        Report By
 MD1642  HISTORY     - 1947     MONUMENTED       CGS
 MD1642  HISTORY     - 1983     GOOD             BRADY
 MD1642  HISTORY     - 20050114 GOOD             INDIV
 MD1642
 MD1642                          STATION DESCRIPTION
 MD1642
 MD1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1642'STATION IS LOCATED ABOUT 1 MILE EAST OF NORTH MANCHESTER IN THE
 MD1642'NORTHWEST ANGLE OF A
 MD1642'GRAVEL CROSSROAD AND STATE HIGHWAY 114.  IT IS 50 FEET NORTHWEST OF
 MD1642'THE CENTERLINE OF THE
 MD1642'INTERSECTION, 11 FEET SOUTH OF A WHITE WITNESS POST AND 9 FEET SOUTH
 MD1642'OF A FENCELINE.  THE MARK IS FLUSH
 MD1642'AND THE DISK IS STAMPED PONY 1947.
 MD1642'
 MD1642'REFERENCE MARK NO. 1 IS 99.75 FEET EAST OF THE STATION.  IT IS 47
 MD1642'FEET NORTH OF THE CENTERLINE OF
 MD1642'HIGHWAY AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD1642'DISK IS STAMPED PONY NO 1 1947.
 MD1642'
 MD1642'REFERENCE MARK NO. 2 IS 95.30 FEET SOUTH OF THE STATION.  IT IS 40
 MD1642'FEET SOUTH OF THE CENTERLINE OF
 MD1642'HIGHWAY AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD1642'DISK IS STAMPED PONY NO 2 1947.
 MD1642'
 MD1642'AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION.  IT IS 35 FEET SOUTH OF
 MD1642'THE CENTERLINE OF STATE HIGHWAY
 MD1642'114, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 MD1642'FENCELINE THE MARK PROJECTS ABOUT 4
 MD1642'INCHES AND THE DISK IS STAMPED PONY 1947.
 MD1642'
 MD1642'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN AND MARKET
 MD1642'STREETS (CITY HALL) IN NORTH
 MD1642'MANCHESTER GO EAST ON WEST MAIN (STATE HIGHWAY NO. 114) FOR 1.6 MILE
 MD1642'TO A GRAVEL CROSSROAD AND
 MD1642'STATION IN THE NORTHWEST ANGLE, CONTINUE STRAIGHT AHEAD FOR 0.5
 MD1642'MILE TO AZIMUTH MARK ON THE RIGHT.
 MD1642'
 MD1642'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1642
 MD1642                          STATION RECOVERY (1983)
 MD1642
 MD1642'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1983 (LS)
 MD1642'PONY 1947 RECOVERED GOOD - CONC POST HAS BEEN HIT BY MOWER
 MD1642'AND CHIPPED.
 MD1642'
 MD1642'PONY 1947 (AZIM) RECOVERED GOOD - CONC POST CHIPPED BY MOWER AND
 MD1642'SOUTH PART OF TABLET MISSING - CENTER OF TABLET AND STEM IN PLACE.
 MD1642'
 MD1642'PONY NO 1 1947 RECOVERED GOOD - CONC POST CHIPPED BY MOWER.
 MD1642'
 MD1642'PONY NO 2 1947 RECOVERED BAD - ENTIRE POST LEANING TO NORTHEAST.
 MD1642'
 MD1642'INFO AT AZIM MARK--WIT. POST GONE, FENCE GONE, MARK IS 200 FEET
 MD1642'+ OR - WEST OF FENCE LINE GOING SOUTH.
 MD1642
 MD1642                          STATION RECOVERY (2005)
 MD1642
 MD1642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2268 ***********************************************************************
 HZ2268  DESIGNATION -  POPP
 HZ2268  PID         -  HZ2268
 HZ2268  STATE/COUNTY-  IN/CLARK
 HZ2268  COUNTRY     -  US
 HZ2268  USGS QUAD   -  SPEED (2019)
 HZ2268
 HZ2268                         *CURRENT SURVEY CONTROL
 HZ2268  ______________________________________________________________________
 HZ2268* NAD 83(1997) POSITION- 38 25 14.38408(N) 085 48 55.39887(W)   ADJUSTED
 HZ2268* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 HZ2268  ______________________________________________________________________
 HZ2268  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 HZ2268  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 HZ2268  HORZ ORDER      -  FIRST
 HZ2268
 HZ2268.The horizontal coordinates were established by classical geodetic methods
 HZ2268.and adjusted by the National Geodetic Survey in May 1999.
 HZ2268
 HZ2268.The orthometric height was scaled from a topographic map.
 HZ2268
 HZ2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2268.GEOID18 height accuracy estimate available here.
 HZ2268
 HZ2268.Click photographs - Photos may exist for this station.
 HZ2268
 HZ2268.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2268
 HZ2268. The following values were computed from the NAD 83(1997) position.
 HZ2268
 HZ2268;                    North         East     Units Scale Factor Converg.
 HZ2268;SPC IN E     -   352,196.648    87,012.788   MT  0.99996874   -0 05 32.7
 HZ2268;SPC IN E     - 1,155,498.50    285,474.46   sFT  0.99996874   -0 05 32.7
 HZ2268;UTM  16      - 4,253,154.424   603,410.499   MT  0.99973169   +0 44 10.4
 HZ2268
 HZ2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2268!SPC IN E     -   0.99996103  x   0.99996874  =   0.99992977
 HZ2268!UTM  16      -   0.99996103  x   0.99973169  =   0.99969273
 HZ2268
 HZ2268:                Primary Azimuth Mark                     Grid Az
 HZ2268:SPC IN E     -  POPP AZ MK                               129 53 45.4
 HZ2268:UTM  16      -  POPP AZ MK                               129 04 02.3
 HZ2268
 HZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0341053154(NAD 83)
 HZ2268
 HZ2268|---------------------------------------------------------------------|
 HZ2268| PID    Reference Object                     Distance      Geod. Az  |
 HZ2268|                                                           dddmmss.s |
 HZ2268| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 5.7 KM 0974830.5 |
 HZ2268| HZ2271 SPEED LOUISVILLE CEMENT SE STK      APPROX. 5.8 KM 0981706.1 |
 HZ2268| CG9725 POPP AZ MK                                         1294812.7 |
 HZ2268| CG9726 POPP RM 1                             8.443 METERS 22222     |
 HZ2268| CG9727 POPP RM 2                            12.161 METERS 28208     |
 HZ2268|---------------------------------------------------------------------|
 HZ2268
 HZ2268                          SUPERSEDED SURVEY CONTROL
 HZ2268
 HZ2268  NAD 83(1993)-  38 25 14.38496(N)    085 48 55.39905(W) AD(       ) 1
 HZ2268  NAD 83(1986)-  38 25 14.38788(N)    085 48 55.40540(W) AD(       ) 1
 HZ2268  NAD 27      -  38 25 14.15800(N)    085 48 55.53200(W) AD(       ) 1
 HZ2268  USSD        -  38 25 14.30100(N)    085 48 55.34800(W) AD(       ) 3
 HZ2268
 HZ2268.Superseded values are not recommended for survey control.
 HZ2268
 HZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2268.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2268
 HZ2268_MARKER: DS = TRIANGULATION STATION DISK
 HZ2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2268_STAMPING: POPP 1914 1933
 HZ2268_MARK LOGO: CGS
 HZ2268_PROJECTION: FLUSH
 HZ2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2268+STABILITY: SURFACE MOTION
 HZ2268
 HZ2268  HISTORY     - Date     Condition        Report By
 HZ2268  HISTORY     - 1914     MONUMENTED       CGS
 HZ2268  HISTORY     - 1933     GOOD             CGS
 HZ2268  HISTORY     - 1935     GOOD             CGS
 HZ2268  HISTORY     - 1947     GOOD             CGS
 HZ2268
 HZ2268                          STATION DESCRIPTION
 HZ2268
 HZ2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 HZ2268'ABOUT 3/4 MILE SOUTHWEST OF BENNETTSVILLE, A STATION ON THE CHICAGO,
 HZ2268'INDIANAPOLIS AND LOUISVILLE RWY., AND 2-1/2 MILES NORTHWEST
 HZ2268'OF ST. JESEPH, ON THE TOP OF A TIMBERED HILL KNOWN LOCALLY AS
 HZ2268'HAYSTACK KNOB, ON LAND BELONGING TO GEORGE POPP, WHO LIVES 3/8
 HZ2268'MILE NORTHEAST. ROCK HAS BEEN QUARRIED ON THE TOP OF THE HILL,
 HZ2268'LEAVING IT A NEARLY FLAT, ROCKY SURFACE, WITH A RIM OF EARTH ON
 HZ2268'THE OUTER EDGE. THE STATION IS ON THE HIGHEST LEDGE OF ROCK, 3 METERS
 HZ2268'FROM THE NORTHEAST END AND 1 METER FROM THE EAST SIDE OF THE RIM.
 HZ2268'IT IS MARKED BY BRONZE TABLETS SET IN CONCRETE.
 HZ2268'THE REFERENCE MARKS ARE STONE POSTS 5 INCHES SQUARE
 HZ2268'AND 2 FEET LONG PROJECTING 4 INCHES ABOVE THE GROUND AND MARKED IN
 HZ2268'THE TOP WITH A CROSS-LINED ARROW POINTING TOWARD THE STATION. ONE
 HZ2268'REFERENCE MARK IS ON THE SOUTH RIM AT THE BROW OF THE HILL, 8.56
 HZ2268'METERS FROM THE STATION, AND THE OTHER IS
 HZ2268'ON THE RIM ON THE WEST BROW OF THE HILL, 1 METER LOWER THAN THE
 HZ2268'STATION AND 12.24 METERS DISTANT.
 HZ2268'THE STATION IS ABOUT 2 METERS EAST OF THE OLD STATION HAYSTACK,
 HZ2268'WHICH WAS ESTABLISHED IN 1884 AND DESTROYED LATER BY THE
 HZ2268'QUARRYING.
 HZ2268
 HZ2268                          STATION RECOVERY (1933)
 HZ2268
 HZ2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CLA)
 HZ2268'STATION IS ABOUT 1/2 MILE SOUTHWEST OF BENNETTSVILLE, A STATION ON
 HZ2268'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RWY., AND 2 MILES
 HZ2268'NORTHWEST OF ST. JOSEPH, ON THE TOP OF A TIMBERED HILL KNOWN LOCALLY
 HZ2268'AS HAYSTACK KNOB. THE STATION IS ON LAND OWNED BY GEORGE POPP,
 HZ2268'AND ON THE FIRST KNOLL SOUTHWEST OF HIS HOUSE, 1 METER FROM THE EAST
 HZ2268'RIM AND JUST EAST OF PINES.THE MARK IS A STANDARD DISK SET IN
 HZ2268'ROUND CONCRETE AND FLUSH WITH THE GROUND.
 HZ2268'
 HZ2268'REFERENCE MARK ON SOUTH RIM OF KNOLL IS SOUTH OF THE STATION. THE
 HZ2268'MARK IS A 6 INCH SQUARE STONE WITH CROSS IN CENTER AND ARROW
 HZ2268'POINTING TO STATION, AND PROJECTS 2 INCHES. REFERENCE MARK ON THE
 HZ2268'WEST SIDE OF THE KNOLL IS WEST OF THE STATION. THE MARK IS THE
 HZ2268'SAME AS THE SOUTH REFERENCE MARK, AND PROJECTS 8 INCHES.
 HZ2268'
 HZ2268'TO REACH THE STATION FROM NEW ALBANY, TAKE STATE HIGHWAY 33 NORTH 8.9
 HZ2268'MILES TO ST. JOSEPH, CONTINUE NORTH ON STATE HIGHWAY 33 1.8
 HZ2268'MILES TO SOUTH EDGE OF BENNETTSVILLE AND THE POPP 2-STORY WHITE HOUSE
 HZ2268'ON WEST SIDE OF THE ROAD. GO THROUGH BARNYARD, THEN SOUTH
 HZ2268'THROUGH FENCES AND SOUTHWEST THROUGH PASTURE TO SOUTHWEST CORNER, TO
 HZ2268'THE END OF TRUCK TRAVEL. HERE CLIMB TO STATION ON TOP OF A HILL.
 HZ2268'
 HZ2268'SIMS 1884, AND SIX MILE 1884, ARE VISIBLE FROM THE GROUND.
 HZ2268'
 HZ2268'A 4-FOOT STAND WAS ERECTED.
 HZ2268
 HZ2268                          STATION RECOVERY (1935)
 HZ2268
 HZ2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2268'ALL DETAILS OF THE DESCRIPTION APPLY.
 HZ2268'
 HZ2268'MARKERS AND REFERENCES IN GOOD CONDITION.
 HZ2268'
 HZ2268'THIS IS ABOUT 1/2 MILE SOUTH OF STATE HIGHWAY 60 AT BENNETTSVILLE
 HZ2268'ALONG STATE HIGHWAY 3 AND ABOUT 1/4 MILE WEST OF STATE HIGHWAY
 HZ2268'3. THERE IS A DISTINCT FOOTPATH UP THE NORTH SLOPE.
 HZ2268
 HZ2268                          STATION RECOVERY (1947)
 HZ2268
 HZ2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2268'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 HZ2268'
 HZ2268'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION, EXCEPT THE
 HZ2268'AZIMUTH MARK WAS FOUND UPROOTED. A NEW AZIMUTH MARK WAS
 HZ2268'ESTABLISHED BY THIS PARTY. THE STATION
 HZ2268'AND UNDERGROUND MARKS ARE DISKS SET IN CONCRETE.
 HZ2268'THE REFERENCE MARKS ARE STONE POST 5
 HZ2268'INCHES SQUARE PROJECTING 4 INCHES ABOVE THE GROUND AND ARE MARKED
 HZ2268'IN THE TOP WITH A CROSS-LINED ARROW POINTING TOWARD THE STATION. A
 HZ2268'VARIATION OF ABOUT 3 MINUTES WAS FOUND IN THE DIRECTION TO THE
 HZ2268'WEST RIM REFERENCE MARK. THE 1933 DESCRIPTION IS STILL ADEQUATE. A
 HZ2268'NEW DESCRIPTION FOLLOWS.
 HZ2268'
 HZ2268'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF BENNETTSVILLE AND
 HZ2268'2 MILES NORTHWEST OF ST. JOSEPH. IT IS ON THE TOP OF A HIGH
 HZ2268'TIMBERED-HILL KNOWN LOCALLY AS HAYSTACK KNOB. THE STATION IS ON LAND
 HZ2268'OWNED BY MRS. A. POPP, AND ON THE FIRST KNOLL SOUTHEAST OF HER
 HZ2268'HOUSE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ2268'POPP 1914 1933.
 HZ2268'
 HZ2268'REFERENCE MARK ON THE SOUTH RIM IS 27.70 FEET SOUTHWEST OF THE
 HZ2268'STATION. THE MARK IS A 5 INCH SQUARE STONE WITH A CROSS IN
 HZ2268'THE CENTER AND A ARROW POINTING TO THE STATION.
 HZ2268'
 HZ2268'REFERENCE MARK ON THE WEST RIM IS 39.90 FEET WEST ON THE STATION. THE
 HZ2268'MARK IS A 5 INCH SQUARE STONE WITH A CROSS IN THE CENTER AND A
 HZ2268'ARROW POINTING TO THE STATION.
 HZ2268'
 HZ2268'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHEAST OF THE STATION,
 HZ2268'33 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 12
 HZ2268'FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, AND
 HZ2268'1.5 FEET WEST OF A FENCE CORNER. THE MARK PROJECTS 4 INCHES,
 HZ2268'AND THE DISK IS STAMPED POPP 1914 1933 1947.
 HZ2268'
 HZ2268'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 111
 HZ2268'IN BENNETTSCILLE, GO SOUTH ON THE LATTER FOR 0.1 MILE TO THE POPP
 HZ2268'TWO STORY WHITE HOUSE ON THE LEFT. AT THIS POINT THE AZIMUTH IS 0.6
 HZ2268'MILE SOUTH ON THE RIGHT SIDE ON THE HIGHWAY. TURN LEFT, WEST, IN
 HZ2268'THE DRIVEWAY AND TO THE SOUTH OF THE BARN THEN SOUTHWEST ALONG A WIRE
 HZ2268'FENCE FOR 0.2 MILE TO THE SOUTHWEST CORNER OF THE FIELD TO THE
 HZ2268'END OF THE TRUCK TRAVEL. PACK ABOUT 1/4 MILE ON A DIM TRAIL TO THE
 HZ2268'TOP OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2130 ***********************************************************************
 ME2130  DESIGNATION -  POR 7
 ME2130  PID         -  ME2130
 ME2130  STATE/COUNTY-  IN/PORTER
 ME2130  COUNTRY     -  US
 ME2130  USGS QUAD   -  PORTAGE (2019)
 ME2130
 ME2130                         *CURRENT SURVEY CONTROL
 ME2130  ______________________________________________________________________
 ME2130* NAD 83(1986) POSITION- 41 37 08.     (N) 087 10 37.     (W)   SCALED
 ME2130* NAVD 88 ORTHO HEIGHT -   186.060 (meters)      610.43  (feet) ADJUSTED
 ME2130  ______________________________________________________________________
 ME2130  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ME2130  DYNAMIC HEIGHT  -        185.993 (meters)      610.21  (feet) COMP
 ME2130  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME2130
 ME2130  VERT ORDER      -  FIRST     CLASS II
 ME2130
 ME2130.The horizontal coordinates were scaled from a map and have
 ME2130.an estimated accuracy of +/- 6 seconds.
 ME2130
 ME2130.The orthometric height was determined by differential leveling and
 ME2130.adjusted by the NATIONAL GEODETIC SURVEY
 ME2130.in June 1991.
 ME2130
 ME2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2130.GEOID18 height accuracy estimate available here.
 ME2130
 ME2130.Click photographs - Photos may exist for this station.
 ME2130
 ME2130.The dynamic height is computed by dividing the NAVD 88
 ME2130.geopotential number by the normal gravity value computed on the
 ME2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2130.degrees latitude (g = 980.6199 gals.).
 ME2130
 ME2130.The modeled gravity was interpolated from observed gravity values.
 ME2130
 ME2130;                    North         East    Units  Estimated Accuracy
 ME2130;SPC IN W     -   707,290.      892,200.      MT  (+/- 180 meters Scaled)
 ME2130
 ME2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM852074(NAD 83)
 ME2130
 ME2130                          SUPERSEDED SURVEY CONTROL
 ME2130
 ME2130  NGVD 29 (01/19/93)  186.155  (m)          610.74   (f) ADJUSTED    1 2
 ME2130  NGVD 29 (??/??/92)  186.147  (m)          610.72   (f) SUPERSEDED  1 2
 ME2130
 ME2130.Superseded values are not recommended for survey control.
 ME2130
 ME2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2130.See file dsdata.pdf to determine how the superseded data were derived.
 ME2130
 ME2130_MARKER: DB = BENCH MARK DISK
 ME2130_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ME2130_SP_SET: MASSIVE RETAINING WALL
 ME2130_STAMPING: POR 7 1955
 ME2130_MARK LOGO: INFCC
 ME2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2130
 ME2130  HISTORY     - Date     Condition        Report By
 ME2130  HISTORY     - 1955     MONUMENTED       INFCC
 ME2130  HISTORY     - 1985     GOOD             NGS
 ME2130
 ME2130                          STATION DESCRIPTION
 ME2130
 ME2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2130'14.0 KM (8.7 MI) EAST FROM GARY.
 ME2130'14.0 KM (8.7 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2130'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, IN THE WEST END OF THE
 ME2130'NORTH CONCRETE RETAINING WALL OF THE WEST ABUTMENT OF THE CONRAIL
 ME2130'RAILROAD BRIDGE SPANNING THE BURNS WATERWAY, 72.2 M (236.9 FT) NORTH
 ME2130'OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 2.8 M (9.2 FT)
 ME2130'NORTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE
 ME2130'RETAINING WALL.
 ME2130'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1329 ***********************************************************************
 ME1329  DESIGNATION -  POR L 39
 ME1329  PID         -  ME1329
 ME1329  STATE/COUNTY-  IN/PORTER
 ME1329  COUNTRY     -  US
 ME1329  USGS QUAD   -  KOUTS (2019)
 ME1329
 ME1329                         *CURRENT SURVEY CONTROL
 ME1329  ______________________________________________________________________
 ME1329* NAD 83(1986) POSITION- 41 15 14.19   (N) 087 02 01.78   (W)   HD_HELD1
 ME1329* NAVD 88 ORTHO HEIGHT -   201.229 (meters)      660.20  (feet) ADJUSTED
 ME1329  ______________________________________________________________________
 ME1329  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME1329  DYNAMIC HEIGHT  -        201.144 (meters)      659.92  (feet) COMP
 ME1329  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME1329
 ME1329  VERT ORDER      -  SECOND    CLASS 0
 ME1329
 ME1329.The horizontal coordinates were determined by differentially corrected
 ME1329.hand held GPS observations or other comparable positioning techniques
 ME1329.and have an estimated accuracy of +/- 3 meters.
 ME1329
 ME1329.The orthometric height was determined by differential leveling and
 ME1329.adjusted by the NATIONAL GEODETIC SURVEY
 ME1329.in June 1991.
 ME1329
 ME1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1329.GEOID18 height accuracy estimate available here.
 ME1329
 ME1329.Click photographs - Photos may exist for this station.
 ME1329
 ME1329.The dynamic height is computed by dividing the NAVD 88
 ME1329.geopotential number by the normal gravity value computed on the
 ME1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1329.degrees latitude (g = 980.6199 gals.).
 ME1329
 ME1329.The modeled gravity was interpolated from observed gravity values.
 ME1329
 ME1329;                    North         East    Units  Estimated Accuracy
 ME1329;SPC IN W     -   666,760.3     904,149.0     MT  (+/- 3 meters HH1 GPS) 
 ME1329
 ME1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9716566948(NAD 83)
 ME1329
 ME1329                          SUPERSEDED SURVEY CONTROL
 ME1329
 ME1329  NGVD 29 (??/??/92)  201.323  (m)          660.51   (f) ADJ UNCH    2 0
 ME1329
 ME1329.Superseded values are not recommended for survey control.
 ME1329
 ME1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1329.See file dsdata.pdf to determine how the superseded data were derived.
 ME1329
 ME1329_MARKER: DB = BENCH MARK DISK
 ME1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1329_SP_SET: ABUTMENT
 ME1329_STAMPING: POR L 39
 ME1329_MARK LOGO: INHD
 ME1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1329+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2022
 ME1329
 ME1329  HISTORY     - Date     Condition        Report By
 ME1329  HISTORY     - UNK      MONUMENTED       INHD
 ME1329  HISTORY     - 1946     GOOD             CGS
 ME1329  HISTORY     - 1971     GOOD             NGS
 ME1329  HISTORY     - 20220121 GOOD             IN-127
 ME1329
 ME1329                          STATION DESCRIPTION
 ME1329
 ME1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1329'4.8 MI S FROM KOUTS.
 ME1329'ABOUT 4.75 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION
 ME1329'WITH STATE HIGHWAY 8 AT KOUTS, SET IN THE TOP OF THE NORTHWEST
 ME1329'END OF THE BRIDGE SEAT ON THE SOUTHWEST ABUTMENT OF THE HIGHWAY
 ME1329'BRIDGE OVER KANKAKEE RIVER, 18.5 FEET NORTHWEST OF THE CENTER OF
 ME1329'THE HIGHWAY, 6.5 FEET LOWER THAN THE TOP OF THE BACK WALL OF THE
 ME1329'ABUTMENT, 2.7 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BRIDGE
 ME1329'SEAT, 0.9 FOOT NORTHWEST OF THE NORTHWEST EDGE OF THE STEEL
 ME1329'BEARING PLATE UNDER THE SOUTHWEST END OF THE NORTHWEST TRUSS.
 ME1329'NOTE-- IN JASPER NOT PORTER COUNTY.
 ME1329
 ME1329                          STATION RECOVERY (1971)
 ME1329
 ME1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1329'RECOVERED IN GOOD CONDITION.
 ME1329
 ME1329                          STATION RECOVERY (2022)
 ME1329
 ME1329'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1329'TO REACH FROM THE JUNCTION OF SR 49 WITH SR 8 AT KOUTS, GO SOUTH ALONG
 ME1329'SR 49 ABOUT 4.75 MI (7.64 KM) TO SW END OF BRIDGE OVER THE KANKAKEE
 ME1329'RIVER AND STATION IS SET IN THE TOP OF THE NORTHWEST END OF THE BRIDGE
 ME1329'SEAT ON THE SOUTHWEST ABUTMENT OF THE BRIDGE, 18.5 FT (5.6 M)
 ME1329'NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.5 FT (2.0 M) LOWER THAN THE
 ME1329'TOP OF THE BACK WALL OF THE ABUTMENT, 2.7 FT (0.8 M) SOUTHWEST OF THE
 ME1329'NORTHEAST EDGE OF THE BRIDGE SEAT, 0.9 FT (27 CM) NORTHWEST OF THE
 ME1329'NORTHWEST EDGE OF THE STEEL BEARING PLATE UNDER THE SOUTHWEST END OF
 ME1329'THE NORTHWEST TRUSS.  IN JASPER COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2451 ***********************************************************************
 LA2451  DESIGNATION -  PORPORT
 LA2451  PID         -  LA2451
 LA2451  STATE/COUNTY-  IN/JAY
 LA2451  COUNTRY     -  US
 LA2451  USGS QUAD   -  PORTLAND (2019)
 LA2451
 LA2451                         *CURRENT SURVEY CONTROL
 LA2451  ______________________________________________________________________
 LA2451* NAD 83(1997) POSITION- 40 27 08.79883(N) 084 59 29.10883(W)   ADJUSTED
 LA2451* NAD 83(1997) ELLIP HT-   246.172 (meters)        (05/25/99)   ADJUSTED
 LA2451* NAVD 88 ORTHO HEIGHT -   279.4   (meters)      917.    (feet) VERTCON3
 LA2451  ______________________________________________________________________
 LA2451  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 LA2451  NAD 83(1997) X  -    424,341.308 (meters)                     COMP
 LA2451  NAD 83(1997) Y  - -4,841,891.363 (meters)                     COMP
 LA2451  NAD 83(1997) Z  -  4,116,502.646 (meters)                     COMP
 LA2451  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 LA2451  HORZ ORDER      -  THIRD
 LA2451  ELLP ORDER      -  FOURTH    CLASS I
 LA2451
 LA2451.This mark is at Portland Airport (PLD)
 LA2451
 LA2451.The horizontal coordinates were established by GPS observations
 LA2451.and adjusted by the National Geodetic Survey in May 1999.
 LA2451
 LA2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2451
 LA2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2451.GEOID18 height accuracy estimate available here.
 LA2451
 LA2451.Click photographs - Photos may exist for this station.
 LA2451
 LA2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2451
 LA2451.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2451
 LA2451.The ellipsoidal height was determined by GPS observations
 LA2451.and is referenced to NAD 83.
 LA2451
 LA2451. The following values were computed from the NAD 83(1997) position.
 LA2451
 LA2451;                    North         East     Units Scale Factor Converg.
 LA2451;SPC IN E     -   577,973.891   157,277.927   MT  1.00000703   +0 26 17.2
 LA2451;SPC IN E     - 1,896,236.01    516,002.67   sFT  1.00000703   +0 26 17.2
 LA2451;UTM  16      - 4,479,913.472   670,320.514   MT  0.99995709   +1 18 12.6
 LA2451
 LA2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2451!SPC IN E     -   0.99996138  x   1.00000703  =   0.99996841
 LA2451!UTM  16      -   0.99996138  x   0.99995709  =   0.99991848
 LA2451
 LA2451:                Primary Azimuth Mark                     Grid Az
 LA2451:SPC IN E     -  PORPORT AZ MK                            089 37 09.8
 LA2451:UTM  16      -  PORPORT AZ MK                            088 45 14.4
 LA2451
 LA2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7032079913(NAD 83)
 LA2451
 LA2451|---------------------------------------------------------------------|
 LA2451| PID    Reference Object                     Distance      Geod. Az  |
 LA2451|                                                           dddmmss.s |
 LA2451| LA2452 PORPORT AZ MK                       APPROX. 0.8 KM 0900327.0 |
 LA2451|---------------------------------------------------------------------|
 LA2451
 LA2451                          SUPERSEDED SURVEY CONTROL
 LA2451
 LA2451  NAD 83(1995)-  40 27 08.79867(N)    084 59 29.10997(W) AD(       ) 3
 LA2451  NAD 83(1986)-  40 27 08.80446(N)    084 59 29.11708(W) AD(       ) 3
 LA2451  NAD 27      -  40 27 08.64162(N)    084 59 29.24339(W) AD(       ) 3
 LA2451  NGVD 29 (02/23/89)  279.6    (m)  RAPSU86  model used  GPS OBS        
 LA2451
 LA2451.Superseded values are not recommended for survey control.
 LA2451
 LA2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2451.See file dsdata.pdf to determine how the superseded data were derived.
 LA2451
 LA2451_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2451_STAMPING: PORPORT 1986
 LA2451_MARK LOGO: NGS
 LA2451_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2451+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LA2451
 LA2451  HISTORY     - Date     Condition        Report By
 LA2451  HISTORY     - 1988     MONUMENTED       NGS
 LA2451  HISTORY     - 20070814 MARK NOT FOUND   WOOLPT
 LA2451
 LA2451                          STATION DESCRIPTION
 LA2451
 LA2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2451'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) NORTHEAST OF MUNCIE,
 LA2451'36.2 KM (22.50 MI) NORTH OF WINCHESTER, 3.2 KM (2.00 MI) NORTHWEST OF
 LA2451'PORTLAND AND AT THE PORTLAND MUNICIPAL AIRPORT.  OWNERSHIP--FARMERS
 LA2451'DUSTING, INC., PORTLAND MUNICIPAL AIRPORT, BOX 98A, RT 4, PORTLAND,
 LA2451'IN 47371, PHONE 219-726-4901.
 LA2451'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO NORTH ON
 LA2451'U.S. HIGHWAY 27 FOR 2.6 KM (1.60 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 LA2451'AND GO WEST FOR 1.1 KM (0.70 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 LA2451'TURN LEFT FOR 0.1 KM (0.05 MI) TO OFFICE ON THE LEFT.  FROM THE GATE
 LA2451'AT THE WEST SIDE OF OFFICE, PASS THRU GATE AND GO SOUTH ACROSS
 LA2451'AIRPORT APRON AND TAXIWAY FOR 0.08 KM (0.05 MI) TO THE EAST-WEST
 LA2451'TAXIWAY AND THE STATION ON THE RIGHT.
 LA2451'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 LA2451'STAMPED---PORPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 LA2451'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 28.65 M
 LA2451'(94.0 FT) SOUTHWEST FROM THE SOUTH END OF CONCRETE HEADWALL OF
 LA2451'CULVERT, 10.85 M (35.6 FT) NORTH FROM CENTER OF EAST-WEST TAXIWAY,
 LA2451'10.67 M (35.0 FT) WEST FROM CENTER OF NORTH-SOUTH TAXIWAY AND 5.36 M
 LA2451'(17.6 FT) SOUTH-SOUTHWEST FROM A WHITE TAXIWAY MARKER LIGHT.
 LA2451'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2451'DESCRIBED BY D.A. BOWLING.
 LA2451
 LA2451                          STATION RECOVERY (2007)
 LA2451
 LA2451'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (GLG)
 LA2451'MARK PAVED OVER IN TAXIWAY OF AIRPORT. UNABLE TO RECOVER DUE TO
 LA2451'DISTURBANCE OF TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2452 ***********************************************************************
 LA2452  DESIGNATION -  PORPORT AZ MK
 LA2452  PID         -  LA2452
 LA2452  STATE/COUNTY-  IN/JAY
 LA2452  COUNTRY     -  US
 LA2452  USGS QUAD   -  PORTLAND (2019)
 LA2452
 LA2452                         *CURRENT SURVEY CONTROL
 LA2452  ______________________________________________________________________
 LA2452* NAD 83(1997) POSITION- 40 27 08.77100(N) 084 58 54.66389(W)   ADJUSTED
 LA2452* NAD 83(1997) ELLIP HT-   247.682 (meters)        (05/25/99)   ADJUSTED
 LA2452* NAVD 88 ORTHO HEIGHT -   280.9   (meters)      922.    (feet) VERTCON3
 LA2452  ______________________________________________________________________
 LA2452  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 LA2452  NAD 83(1997) X  -    425,150.017 (meters)                     COMP
 LA2452  NAD 83(1997) Y  - -4,841,822.132 (meters)                     COMP
 LA2452  NAD 83(1997) Z  -  4,116,502.972 (meters)                     COMP
 LA2452  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 LA2452  HORZ ORDER      -  THIRD
 LA2452  ELLP ORDER      -  FOURTH    CLASS I
 LA2452
 LA2452.This mark is at Portland Airport (PLD)
 LA2452
 LA2452.The horizontal coordinates were established by GPS observations
 LA2452.and adjusted by the National Geodetic Survey in May 1999.
 LA2452
 LA2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2452
 LA2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2452.GEOID18 height accuracy estimate available here.
 LA2452
 LA2452.Click photographs - Photos may exist for this station.
 LA2452
 LA2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2452
 LA2452.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2452
 LA2452.The ellipsoidal height was determined by GPS observations
 LA2452.and is referenced to NAD 83.
 LA2452
 LA2452. The following values were computed from the NAD 83(1997) position.
 LA2452
 LA2452;                    North         East     Units Scale Factor Converg.
 LA2452;SPC IN E     -   577,979.283   158,089.549   MT  1.00000819   +0 26 39.6
 LA2452;SPC IN E     - 1,896,253.70    518,665.46   sFT  1.00000819   +0 26 39.6
 LA2452;UTM  16      - 4,479,931.121   671,131.923   MT  0.99996050   +1 18 35.0
 LA2452
 LA2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2452!SPC IN E     -   0.99996115  x   1.00000819  =   0.99996934
 LA2452!UTM  16      -   0.99996115  x   0.99996050  =   0.99992165
 LA2452
 LA2452:                Primary Azimuth Mark                     Grid Az
 LA2452:SPC IN E     -  PORPORT                                  269 37 09.7
 LA2452:UTM  16      -  PORPORT                                  268 45 14.3
 LA2452
 LA2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7113179931(NAD 83)
 LA2452
 LA2452|---------------------------------------------------------------------|
 LA2452| PID    Reference Object                     Distance      Geod. Az  |
 LA2452|                                                           dddmmss.s |
 LA2452| LA2451 PORPORT                             APPROX. 0.8 KM 2700349.3 |
 LA2452|---------------------------------------------------------------------|
 LA2452
 LA2452                          SUPERSEDED SURVEY CONTROL
 LA2452
 LA2452  NAD 83(1995)-  40 27 08.77085(N)    084 58 54.66503(W) AD(       ) 3
 LA2452  NAD 83(1986)-  40 27 08.77664(N)    084 58 54.67213(W) AD(       ) 3
 LA2452  NAD 27      -  40 27 08.61376(N)    084 58 54.79960(W) AD(       ) 3
 LA2452  NGVD 29 (02/23/89)  281.1    (m)  RAPSU86  model used  GPS OBS        
 LA2452
 LA2452.Superseded values are not recommended for survey control.
 LA2452
 LA2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2452.See file dsdata.pdf to determine how the superseded data were derived.
 LA2452
 LA2452_MARKER: DZ = AZIMUTH MARK DISK
 LA2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2452_STAMPING: PORPORT 1986
 LA2452_MARK LOGO: NGS
 LA2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2452+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 LA2452
 LA2452  HISTORY     - Date     Condition        Report By
 LA2452  HISTORY     - 1988     MONUMENTED       NGS
 LA2452  HISTORY     - 20070814 GOOD             WOOLPT
 LA2452
 LA2452                          STATION DESCRIPTION
 LA2452
 LA2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2452'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) NORTHEAST OF MUNCIE,
 LA2452'36.2 KM (22.50 MI) NORTH OF WINCHESTER, 3.2 KM (2.00 MI) NORTHWEST OF
 LA2452'PORTLAND AND AT THE PORTLAND MUNICIPAL AIRPORT.  OWNERSHIP--FARMERS
 LA2452'DUSTING, INC., PORTLAND MUNICIPAL AIRPORT, BOX 98A, RT 4, PORTLAND,
 LA2452'IN 47371, PHONE 219-726-4901.
 LA2452'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO NORTH ON
 LA2452'U.S. HIGHWAY 27 FOR 2.6 KM (1.60 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 LA2452'AND GO WEST FOR 1.1 KM (0.70 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 LA2452'TURN LEFT FOR 0.1 KM (0.05 MI) TO OFFICE ON THE LEFT.  FROM THE GATE
 LA2452'AT THE WEST SIDE OF OFFICE, PASS THRU GATE AND GO SOUTH ACROSS
 LA2452'AIRPORT APRON AND TAXIWAY FOR 0.08 KM (0.05 MI) TO THE EAST-WEST
 LA2452'TAXIWAY.  TURN LEFT AND GO EAST ON TAXIWAY FOR 0.8 KM (0.50 MI) TO A
 LA2452'NORTH-SOUTH TAXIWAY LEADING TO THE END OF RUNWAY 27 AND THE MARK IN
 LA2452'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 LA2452'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LA2452'STAMPED---PORPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 LA2452'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 10.06 M
 LA2452'(33.0 FT) SOUTH FROM CENTER OF EAST-WEST TAXIWAY, 6.89 M (22.6 FT)
 LA2452'EAST FROM CENTER OF NORTH-SOUTH TAXIWAY AND 5.67 M (18.6 FT)
 LA2452'NORTH-NORTHWEST FROM A BLUE TAXIWAY MARKER LIGHT.
 LA2452'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2452'DESCRIBED BY D.A. BOWLING.
 LA2452
 LA2452                          STATION RECOVERY (2007)
 LA2452
 LA2452'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (GLG)
 LA2452'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0699 ***********************************************************************
 HA0699  DESIGNATION -  PORT
 HA0699  PID         -  HA0699
 HA0699  STATE/COUNTY-  IN/SPENCER
 HA0699  COUNTRY     -  US
 HA0699  USGS QUAD   -  ROCKPORT (2019)
 HA0699
 HA0699                         *CURRENT SURVEY CONTROL
 HA0699  ______________________________________________________________________
 HA0699* NAD 83(1997) POSITION- 37 54 25.43034(N) 087 02 20.31508(W)   ADJUSTED
 HA0699* NAVD 88 ORTHO HEIGHT -   119.304 (meters)      391.42  (feet) ADJUSTED
 HA0699  ______________________________________________________________________
 HA0699  GEOID HEIGHT    -        -31.208 (meters)                     GEOID18
 HA0699  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 HA0699  DYNAMIC HEIGHT  -        119.224 (meters)      391.15  (feet) COMP
 HA0699  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 HA0699
 HA0699  HORZ ORDER      -  THIRD
 HA0699  VERT ORDER      -  FIRST     CLASS II
 HA0699
 HA0699.The horizontal coordinates were established by classical geodetic methods
 HA0699.and adjusted by the National Geodetic Survey in May 1999.
 HA0699
 HA0699.The orthometric height was determined by differential leveling and
 HA0699.adjusted by the NATIONAL GEODETIC SURVEY
 HA0699.in June 1991.
 HA0699
 HA0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0699.GEOID18 height accuracy estimate available here.
 HA0699
 HA0699.Click photographs - Photos may exist for this station.
 HA0699
 HA0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0699
 HA0699.The dynamic height is computed by dividing the NAVD 88
 HA0699.geopotential number by the normal gravity value computed on the
 HA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0699.degrees latitude (g = 980.6199 gals.).
 HA0699
 HA0699.The modeled gravity was interpolated from observed gravity values.
 HA0699
 HA0699. The following values were computed from the NAD 83(1997) position.
 HA0699
 HA0699;                    North         East     Units Scale Factor Converg.
 HA0699;SPC IN W     -   295,179.809   903,900.759   MT  0.99996685   +0 01 38.1
 HA0699;SPC IN W     -   968,435.76  2,965,547.74   sFT  0.99996685   +0 01 38.1
 HA0699;UTM  16      - 4,195,504.373   496,573.661   MT  0.99960014   -0 01 26.2
 HA0699
 HA0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0699!SPC IN W     -   0.99998618  x   0.99996685  =   0.99995303
 HA0699!UTM  16      -   0.99998618  x   0.99960014  =   0.99958632
 HA0699
 HA0699:                Primary Azimuth Mark                     Grid Az
 HA0699:SPC IN W     -  PORT AZ                                  225 05 40.3
 HA0699:UTM  16      -  PORT AZ                                  225 08 44.6
 HA0699
 HA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9657395504(NAD 83)
 HA0699
 HA0699|---------------------------------------------------------------------|
 HA0699| PID    Reference Object                     Distance      Geod. Az  |
 HA0699|                                                           dddmmss.s |
 HA0699| HA0698 PORT RM 1                            36.759 METERS 19728     |
 HA0699| HA0697 PORT AZ                                            2250718.4 |
 HA0699| CG9729 PORT RM 2                            37.813 METERS 29810     |
 HA0699|---------------------------------------------------------------------|
 HA0699
 HA0699                          SUPERSEDED SURVEY CONTROL
 HA0699
 HA0699  NAD 83(1993)-  37 54 25.43180(N)    087 02 20.31439(W) AD(       ) 3
 HA0699  NAD 83(1986)-  37 54 25.43883(N)    087 02 20.31794(W) AD(       ) 3
 HA0699  NAD 27      -  37 54 25.26000(N)    087 02 20.33800(W) AD(       ) 3
 HA0699  NGVD 29 (??/??/92)  119.412  (m)          391.77   (f) ADJ UNCH    1 2
 HA0699  NGVD 29             119.41   (m)          391.8    (f) LEVELING    3  
 HA0699
 HA0699.Superseded values are not recommended for survey control.
 HA0699
 HA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0699.See file dsdata.pdf to determine how the superseded data were derived.
 HA0699
 HA0699_MARKER: DS = TRIANGULATION STATION DISK
 HA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0699_STAMPING: PORT 1946
 HA0699_MARK LOGO: CGS
 HA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0699+STABILITY: SURFACE MOTION
 HA0699
 HA0699  HISTORY     - Date     Condition        Report By
 HA0699  HISTORY     - 1946     MONUMENTED       CGS
 HA0699  HISTORY     - 1965     GOOD             CGS
 HA0699  HISTORY     - 1965     GOOD             AIRSUR
 HA0699  HISTORY     - 1965     GOOD             CGS
 HA0699
 HA0699                          STATION DESCRIPTION
 HA0699
 HA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0699'STATION IS LOCATED ON THE NORTHEAST CORNER OF STATE HIGHWAYS 45 AND
 HA0699'66 ABOUT 1.2 MILES NORTHEAST OF THE CITY LIMITS OF ROCKPORT AND 7.5
 HA0699'MILES SOUTH OF CHRISTNEY.  IT IS 105.5 FEET NORTHEAST OF THE
 HA0699'INTERSECTION OF HIGHWAYS 45 AND 66, 45 FEET NORTH OF THE
 HA0699'CENTERLINE OF THE PAVEMENT OF HIGHWAY 66 AND 6.5 FEET EAST OF A WHITE
 HA0699'WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 HA0699'STAMPED---PORT 1946---.
 HA0699'
 HA0699'REFERENCE MARK NO. 1 IS 120.6 FEET SOUTHWEST OF THE STATION OPPOSITE
 HA0699'THE INTERSECTION OF THE TWO HIGHWAYS.  IT IS 27 FEET SOUTH OF THE
 HA0699'INTERSECTION OF THE HIGHWAYS AND 3 FEET NORTH OF A POWER POLE.  THE
 HA0699'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED---PORT NO. 1
 HA0699'1946---.
 HA0699'
 HA0699'REFERENCE MARK NO. 2 IS 124.06 FEET NORTHWEST OF THE STATION ON THE
 HA0699'EAST SIDE OF STATE HIGHWAY 45.  IT IS 27.5 FEET EAST OF THE
 HA0699'CENTERLINE OF THE PAVEMENT OF THE HIGHWAY AND 21.0 FEET NORTH OF A
 HA0699'POWER POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 HA0699'STAMPED---PORT NO. 2 1946---.
 HA0699'
 HA0699'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION ON THE WEST SIDE OF
 HA0699'STATE HIGHWAYS 45 AND 66.  IT IS 3 FEET SOUTH OF A WHITE WITNESS
 HA0699'POST, 4.5 FEET NORTH OF A POWER POLE AND 34 FEET WEST OF THE
 HA0699'CENTERLINE OF THE PAVEMENT OF THE HIGHWAYS.  THE MARK PROJECTS ABOUT
 HA0699'8 INCHES AND THE DISK IS STAMPED---PORT 1946---.
 HA0699'
 HA0699'TO REACH THE STATION FROM THE POST OFFICE IN CHRISNEY, GO SOUTH ON
 HA0699'STATE HIGHWAY 45 FOR 7.45 MILES TO THE JUNCTION OF STATE HIGHWAY
 HA0699'66 AND STATION ON THE NORTHEAST CORNER.
 HA0699'
 HA0699'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0699
 HA0699                          STATION RECOVERY (1965)
 HA0699
 HA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0699'THE STATION MARK, STAMPED---PORT 1946---IS ABOUT 1.85 MILES NORTHEAST
 HA0699'ALONG U.S. HIGHWAY 231 AND STATE HIGHWAYS 45 AND 66 FROM THE POST
 HA0699'OFFICE AT ROCKPORT, OR ABOUT 3.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 HA0699'66 FROM THE POST OFFICE AT GRANDVIEW, IN SECTION 14, T 7 S, R 6 W,
 HA0699'106 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 231
 HA0699'AND STATE HIGHWAY 45 AND STATE HIGHWAY 66, 45 FEET NORTH OF THE
 HA0699'CENTER LINE OF STATE HIGHWAY 66, 91 FEET EAST OF THE CENTER LINE OF
 HA0699'U.S. HIGHWAY 231 AND STATE HIGHWAY 45, 115 FEET WEST OF A 34-INCH
 HA0699'OAK TREE, 104 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET WEST OF A
 HA0699'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 HA0699'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 HA0699'
 HA0699'R.M. 1, STAMPED---PORT NO 1 1946---IS 120.5 FEET SOUTHWEST AND ACROSS
 HA0699'THE HIGHWAY FROM THE STATION, 25 FEET SOUTH OF THE CENTER OF THE
 HA0699'JUNCTION OF U.S. HIGHWAY 231 AND STATE HIGHWAY 45 AND STATE HIGHWAY
 HA0699'66, IN LINE WITH THE CENTER LINE OF U.S. HIGHWAY 231 AND STATE
 HA0699'HIGHWAY 45, 53 FEET EAST OF TELEPHONE POLE NUMBER 1301, 3 FEET NORTH
 HA0699'OF A BRACE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAYS, AND
 HA0699'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0699'
 HA0699'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0699'
 HA0699'THE AZIMUTH MARK, STAMPED---PORT 1946---IS 0.5 MILE SOUTHWEST ALONG
 HA0699'U.S. HIGHWAY 231 AND STATE HIGHWAYS 45 AND 66 FROM THE STATION, 34
 HA0699'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 333 FEET SOUTHWEST
 HA0699'OF THE CENTER LINE OF A DRIVEWAY TO THE JOE RININGER FARM, 4 1/2 FEET
 HA0699'NORTH-NORTHEAST OF A POWER POLE, 1.4 FEET WEST OF A METAL WITNESS
 HA0699'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HA0699'OF A CONCRETE POST PROJECTING 5 INCHES.
 HA0699
 HA0699                          STATION RECOVERY (1965)
 HA0699
 HA0699'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0699'THE STATION WAS RECOVERED IN GOOD CONDITION.  POLE ON LINE OF SIGHT
 HA0699'TO AZIMUTH MARK.
 HA0699
 HA0699                          STATION RECOVERY (1965)
 HA0699
 HA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0699'1.8 MI NE FROM ROCKPORT.
 HA0699'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 231 AND STATE
 HA0699'HIGHWAYS 45 AND 66 FROM THE POST OFFICE AT ROCKPORT, OR ABOUT
 HA0699'3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0699'AT GRANDVIEW, IN SECTION 14, T 7 S, R 6 W, 106 FEET NORTHEAST
 HA0699'OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 HA0699'HIGHWAY 45 AND STATE HIGHWAY 66, 45 FEET NORTH OF THE CENTER LINE
 HA0699'OF STATE HIGHWAY 66, 91 FEET EAST OF THE CENTER LINE OF U.S.
 HA0699'HIGHWAY 231 AND STATE HIGHWAY 45, 120.6 FEET NORTHEAST AND ACROSS
 HA0699'THE HIGHWAY FROM PORT R.M. 1, 115 FEET WEST OF A 34-INCH OAK TREE,
 HA0699'104 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET WEST OF A METAL
 HA0699'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 HA0699'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0697 ***********************************************************************
 HA0697  DESIGNATION -  PORT AZ
 HA0697  PID         -  HA0697
 HA0697  STATE/COUNTY-  IN/SPENCER
 HA0697  COUNTRY     -  US
 HA0697  USGS QUAD   -  ROCKPORT (2019)
 HA0697
 HA0697                         *CURRENT SURVEY CONTROL
 HA0697  ______________________________________________________________________
 HA0697* NAD 83(1986) POSITION- 37 54 10.     (N) 087 02 39.     (W)   SCALED
 HA0697* NAVD 88 ORTHO HEIGHT -   119.151 (meters)      390.91  (feet) ADJUSTED
 HA0697  ______________________________________________________________________
 HA0697  GEOID HEIGHT    -        -31.193 (meters)                     GEOID18
 HA0697  DYNAMIC HEIGHT  -        119.071 (meters)      390.65  (feet) COMP
 HA0697  MODELED GRAVITY -    979,955.8   (mgal)                       NAVD 88
 HA0697
 HA0697  VERT ORDER      -  FIRST     CLASS II
 HA0697
 HA0697.The horizontal coordinates were scaled from a map and have
 HA0697.an estimated accuracy of +/- 6 seconds.
 HA0697
 HA0697.The orthometric height was determined by differential leveling and
 HA0697.adjusted by the NATIONAL GEODETIC SURVEY
 HA0697.in June 1991.
 HA0697
 HA0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0697.GEOID18 height accuracy estimate available here.
 HA0697
 HA0697.Click photographs - Photos may exist for this station.
 HA0697
 HA0697.The dynamic height is computed by dividing the NAVD 88
 HA0697.geopotential number by the normal gravity value computed on the
 HA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0697.degrees latitude (g = 980.6199 gals.).
 HA0697
 HA0697.The modeled gravity was interpolated from observed gravity values.
 HA0697
 HA0697;                    North         East    Units  Estimated Accuracy
 HA0697;SPC IN W     -   294,700.      903,450.      MT  (+/- 180 meters Scaled)
 HA0697
 HA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG961950(NAD 83)
 HA0697
 HA0697                          SUPERSEDED SURVEY CONTROL
 HA0697
 HA0697  NGVD 29 (??/??/92)  119.259  (m)          391.27   (f) ADJ UNCH    1 2
 HA0697
 HA0697.Superseded values are not recommended for survey control.
 HA0697
 HA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0697.See file dsdata.pdf to determine how the superseded data were derived.
 HA0697
 HA0697_MARKER: DZ = AZIMUTH MARK DISK
 HA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0697_STAMPING: PORT 1946
 HA0697_MARK LOGO: CGS
 HA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0697+STABILITY: SURFACE MOTION
 HA0697
 HA0697  HISTORY     - Date     Condition        Report By
 HA0697  HISTORY     - 1946     MONUMENTED       CGS
 HA0697  HISTORY     - 1965     GOOD             CGS
 HA0697
 HA0697                          STATION DESCRIPTION
 HA0697
 HA0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0697'1.4 MI NE FROM ROCKPORT.
 HA0697'ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 45 FROM THE POST
 HA0697'OFFICE AT ROCKPORT, IN SECTION 14, T 7 S, R 6 W, 333 FEET SOUTHWEST
 HA0697'OF THE CENTER LINE OF A DRIVEWAY TO THE JOE RININGER FARM, 34
 HA0697'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 1/2 FEET
 HA0697'NORTH-NORTHEAST OF A POWER POLE, 1.4 FEET WEST OF A METAL WITNESS
 HA0697'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 HA0697'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DF3708 ***********************************************************************
 DF3708  DESIGNATION -  PORT AZ MK RESET
 DF3708  PID         -  DF3708
 DF3708  STATE/COUNTY-  IN/SPENCER
 DF3708  COUNTRY     -  US
 DF3708  USGS QUAD   -  ROCKPORT (2019)
 DF3708
 DF3708                         *CURRENT SURVEY CONTROL
 DF3708  ______________________________________________________________________
 DF3708* NAD 83(1986) POSITION- 37 54 10.     (N) 087 02 38.     (W)   SCALED
 DF3708* NAVD 88 ORTHO HEIGHT -   118.76  (meters)      389.6   (feet) RESET
 DF3708  ______________________________________________________________________
 DF3708  GEOID HEIGHT    -        -31.194 (meters)                     GEOID18
 DF3708  VERT ORDER      -  THIRD
 DF3708
 DF3708.The horizontal coordinates were scaled from a map and have
 DF3708.an estimated accuracy of +/- 6 seconds.
 DF3708
 DF3708.The orthometric height was computed from unverified reset data.
 DF3708
 DF3708.No vertical observational check was made to the station.
 DF3708
 DF3708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3708.GEOID18 height accuracy estimate available here.
 DF3708
 DF3708.Click photographs - Photos may exist for this station.
 DF3708
 DF3708;                    North         East    Units  Estimated Accuracy
 DF3708;SPC IN W     -   294,700.      903,470.      MT  (+/- 180 meters Scaled)
 DF3708
 DF3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG961950(NAD 83)
 DF3708
 DF3708                          SUPERSEDED SURVEY CONTROL
 DF3708
 DF3708.No superseded survey control is available for this station.
 DF3708
 DF3708_MARKER: DV = VERTICAL CONTROL DISK
 DF3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3708_STAMPING: PORT AZI 1946 RESET 2001
 DF3708_MARK LOGO: NGS
 DF3708_PROJECTION: FLUSH
 DF3708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3708+STABILITY: SURFACE MOTION
 DF3708
 DF3708  HISTORY     - Date     Condition        Report By
 DF3708  HISTORY     - 2001     MONUMENTED       KYDT
 DF3708
 DF3708                          STATION DESCRIPTION
 DF3708
 DF3708'DESCRIBED BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (RDH)
 DF3708'ABOUT 0.9 MILES (1.4 KM) NORTHEAST ALONG IND 66 FROM THE JUNCTION WITH
 DF3708'NORTH 5TH AVENUE IN ROCKPORT, ABOUT 0.4 MILE (0.6 KM) SOUTHWEST ALONG
 DF3708'IND 66 FROM JUNCTION WITH US 231 AND NEW BRIDGE OVER THE OHIO RIVER,
 DF3708'IN SECTION 14, T7S, R6W, 111.5 FEET (34.0 M) SOUTHWEST OF THE
 DF3708'CENTERLINE OF A GRAVEL DRIVE TO FELLOWSHIP BAPTIST CHURCH, 109.6 FEET
 DF3708'(33.4 M) NORTHEAST OF A POWER POLE, NO AD331, WITH ATTACHED CONDUIT,
 DF3708'63 FEET (19.2 M) NORTHWEST OF CENTERLINE OF NEW IND 66, 48.65 FEET
 DF3708'(14.83 M) SOUTHWEST OF THE SOUTHEAST SIGN POST FOR CHURCH, 9 FEET (2.7
 DF3708'M) NORTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT (0.3 M) SOUTHEAST OF A
 DF3708'FIBERGLASS WITNESS POST, A NGS VERTICAL CONTROL DISK SET IN THE TOP OF
 DF3708'A STEEL REINFORCED CONCRETE POST, FLUSH WITH THE GROUND AND STAMPED
 DF3708'PORT AZI 1946 RESET 2001.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2131 ***********************************************************************
 ME2131  DESIGNATION -  PORT L 492
 ME2131  PID         -  ME2131
 ME2131  STATE/COUNTY-  IN/PORTER
 ME2131  COUNTRY     -  US
 ME2131  USGS QUAD   -  PORTAGE (2019)
 ME2131
 ME2131                         *CURRENT SURVEY CONTROL
 ME2131  ______________________________________________________________________
 ME2131* NAD 83(1986) POSITION- 41 37 07.     (N) 087 10 37.     (W)   SCALED
 ME2131* NAVD 88 ORTHO HEIGHT -   186.387 (meters)      611.50  (feet) ADJUSTED
 ME2131  ______________________________________________________________________
 ME2131  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 ME2131  DYNAMIC HEIGHT  -        186.319 (meters)      611.28  (feet) COMP
 ME2131  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME2131
 ME2131  VERT ORDER      -  FIRST     CLASS II
 ME2131
 ME2131.The horizontal coordinates were scaled from a map and have
 ME2131.an estimated accuracy of +/- 6 seconds.
 ME2131
 ME2131.The orthometric height was determined by differential leveling and
 ME2131.adjusted by the NATIONAL GEODETIC SURVEY
 ME2131.in June 1991.
 ME2131
 ME2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2131.GEOID18 height accuracy estimate available here.
 ME2131
 ME2131.Click photographs - Photos may exist for this station.
 ME2131
 ME2131.The dynamic height is computed by dividing the NAVD 88
 ME2131.geopotential number by the normal gravity value computed on the
 ME2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2131.degrees latitude (g = 980.6199 gals.).
 ME2131
 ME2131.The modeled gravity was interpolated from observed gravity values.
 ME2131
 ME2131;                    North         East    Units  Estimated Accuracy
 ME2131;SPC IN W     -   707,260.      892,200.      MT  (+/- 180 meters Scaled)
 ME2131
 ME2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM852074(NAD 83)
 ME2131
 ME2131                          SUPERSEDED SURVEY CONTROL
 ME2131
 ME2131  NGVD 29 (01/19/93)  186.481  (m)          611.81   (f) ADJUSTED    1 2
 ME2131  NGVD 29 (??/??/92)  186.473  (m)          611.79   (f) SUPERSEDED  1 2
 ME2131
 ME2131.Superseded values are not recommended for survey control.
 ME2131
 ME2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2131.See file dsdata.pdf to determine how the superseded data were derived.
 ME2131
 ME2131_MARKER: DB = BENCH MARK DISK
 ME2131_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2131_SP_SET: BRIDGE ABUTMENT
 ME2131_STAMPING: PORT L 492
 ME2131_MARK LOGO: INHD
 ME2131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2131+STABILITY: POSITION/ELEVATION WELL
 ME2131
 ME2131  HISTORY     - Date     Condition        Report By
 ME2131  HISTORY     - UNK      MONUMENTED       INHD
 ME2131  HISTORY     - 1985     GOOD             NGS
 ME2131
 ME2131                          STATION DESCRIPTION
 ME2131
 ME2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2131'14.0 KM (8.7 MI) EAST FROM GARY.
 ME2131'14.0 KM (8.7 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2131'STATE HIGHWAY 53 (BROADWAY STREET) IN GARY, IN THE WEST END OF THE
 ME2131'NORTH CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY BRIDGE SPANNING THE
 ME2131'BURNS WATERWAY, 7.4 M (24.3 FT) NORTH OF THE CENTER OF THE WEST BOUND
 ME2131'LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF THE WEST END OF A
 ME2131'RETAINING WALL.
 ME2131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0698 ***********************************************************************
 HA0698  DESIGNATION -  PORT RM 1
 HA0698  PID         -  HA0698
 HA0698  STATE/COUNTY-  IN/SPENCER
 HA0698  COUNTRY     -  US
 HA0698  USGS QUAD   -  ROCKPORT (2019)
 HA0698
 HA0698                         *CURRENT SURVEY CONTROL
 HA0698  ______________________________________________________________________
 HA0698* NAD 83(1986) POSITION- 37 54 24.29   (N) 087 02 20.77   (W)   HD_HELD1
 HA0698* NAVD 88 ORTHO HEIGHT -   118.753 (meters)      389.61  (feet) ADJUSTED
 HA0698  ______________________________________________________________________
 HA0698  GEOID HEIGHT    -        -31.207 (meters)                     GEOID18
 HA0698  DYNAMIC HEIGHT  -        118.673 (meters)      389.35  (feet) COMP
 HA0698  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 HA0698
 HA0698  VERT ORDER      -  FIRST     CLASS II
 HA0698
 HA0698.The horizontal coordinates were determined by differentially corrected
 HA0698.hand held GPS observations or other comparable positioning techniques
 HA0698.and have an estimated accuracy of +/- 3 meters.
 HA0698
 HA0698.The orthometric height was determined by differential leveling and
 HA0698.adjusted by the NATIONAL GEODETIC SURVEY
 HA0698.in June 1991.
 HA0698
 HA0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0698.GEOID18 height accuracy estimate available here.
 HA0698
 HA0698.Click photographs - Photos may exist for this station.
 HA0698
 HA0698.The dynamic height is computed by dividing the NAVD 88
 HA0698.geopotential number by the normal gravity value computed on the
 HA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0698.degrees latitude (g = 980.6199 gals.).
 HA0698
 HA0698.The modeled gravity was interpolated from observed gravity values.
 HA0698
 HA0698;                    North         East    Units  Estimated Accuracy
 HA0698;SPC IN W     -   295,144.6     903,889.7     MT  (+/- 3 meters HH1 GPS) 
 HA0698
 HA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9656295469(NAD 83)
 HA0698
 HA0698                          SUPERSEDED SURVEY CONTROL
 HA0698
 HA0698  NGVD 29 (??/??/92)  118.861  (m)          389.96   (f) ADJ UNCH    1 2
 HA0698
 HA0698.Superseded values are not recommended for survey control.
 HA0698
 HA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0698.See file dsdata.pdf to determine how the superseded data were derived.
 HA0698
 HA0698_MARKER: DR = REFERENCE MARK DISK
 HA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0698_STAMPING: PORT NO 1 1946
 HA0698_MARK LOGO: CGS
 HA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0698+STABILITY: SURFACE MOTION
 HA0698
 HA0698  HISTORY     - Date     Condition        Report By
 HA0698  HISTORY     - 1946     MONUMENTED       CGS
 HA0698  HISTORY     - 1965     GOOD             CGS
 HA0698
 HA0698                          STATION DESCRIPTION
 HA0698
 HA0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0698'1.8 MI NE FROM ROCKPORT.
 HA0698'ABOUT 1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 231 AND STATE
 HA0698'HIGHWAYS 45 AND 66 AT ROCKPORT, OR ABOUT 3.75 MILES SOUTHWEST
 HA0698'ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, IN
 HA0698'SECTION 14, T 7 S, R 6 W, 25 FEET SOUTH OF THE CENTER OF THE
 HA0698'JUNCTION OF STATE HIGHWAY 66 AND U.S. HIGHWAY 231 AND STATE
 HA0698'HIGHWAY 45, IN LINE WITH THE CENTER LINE OF U.S. HIGHWAY 231 AND
 HA0698'STATE HIGHWAY 45, 120.6 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 HA0698'PORT 1946, 53 FEET EAST OF TELEPHONE POLE NUMBER 1301, 3 FEET
 HA0698'NORTH OF A BRACE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HA0698'HIGHWAYS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HA0698'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3552 ***********************************************************************
 JZ3552  DESIGNATION -  PORT TWO
 JZ3552  PID         -  JZ3552
 JZ3552  STATE/COUNTY-  IN/HANCOCK
 JZ3552  COUNTRY     -  US
 JZ3552  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ3552
 JZ3552                         *CURRENT SURVEY CONTROL
 JZ3552  ______________________________________________________________________
 JZ3552* NAD 83(1986) POSITION- 39 53 12.     (N) 085 56 16.     (W)   SCALED
 JZ3552* NAVD 88 ORTHO HEIGHT -   258.68  (meters)      848.7   (feet) RESET
 JZ3552  ______________________________________________________________________
 JZ3552  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JZ3552  VERT ORDER      -  THIRD
 JZ3552
 JZ3552.The horizontal coordinates were scaled from a map and have
 JZ3552.an estimated accuracy of +/- 6 seconds.
 JZ3552
 JZ3552.The orthometric height was computed from unverified reset data.
 JZ3552
 JZ3552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3552.GEOID18 height accuracy estimate available here.
 JZ3552
 JZ3552.Click photographs - Photos may exist for this station.
 JZ3552
 JZ3552;                    North         East    Units  Estimated Accuracy
 JZ3552;SPC IN E     -   514,970.       76,810.      MT  (+/- 180 meters Scaled)
 JZ3552
 JZ3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK908157(NAD 83)
 JZ3552
 JZ3552                          SUPERSEDED SURVEY CONTROL
 JZ3552
 JZ3552  NGVD 29 (08/22/16)  258.82   (m)          849.1    (f) RESET       3  
 JZ3552
 JZ3552.Superseded values are not recommended for survey control.
 JZ3552
 JZ3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3552.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3552
 JZ3552_MARKER: DV = VERTICAL CONTROL DISK
 JZ3552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3552_SP_SET: HEADWALL
 JZ3552_STAMPING: PORT TWO 1986
 JZ3552_MARK LOGO: NGS
 JZ3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3552+STABILITY: SURFACE MOTION
 JZ3552
 JZ3552  HISTORY     - Date     Condition        Report By
 JZ3552  HISTORY     - 1986     MONUMENTED       NGS
 JZ3552
 JZ3552                          STATION DESCRIPTION
 JZ3552
 JZ3552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3552'1.4 KM (0.90 MI) SW FROM MCCORDSVILLE.
 JZ3552'1.44 KM (0.90 MI) SOUTHWEST ALONG STATE HIGHWAY 67 FROM THE CO-OP
 JZ3552'GRAIN ELEVATOR IN THE CENTER OF MCCORDSVILLE TO A CULVERT UNDER
 JZ3552'HIGHWAY AND THE MARK, IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL,
 JZ3552'87.782 M (288.0 FT) EAST-NORTHEAST FROM THE HANCOCK - MARION COUNTY
 JZ3552'LINE AND CENTER OF COUNTY ROAD 700 W, 32.614 M (107.0 FT)
 JZ3552'WEST-SOUTHWEST FROM A 24 INCH SYCAMORE TREE, 9.754 M (32.0 FT)
 JZ3552'SOUTHEAST FROM THE CENTER OF HIGHWAY 67 AND 0.305 M (1.0 FT)
 JZ3552'WEST-SOUTHWEST FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2313 ***********************************************************************
 ME2313  DESIGNATION -  PORTER
 ME2313  PID         -  ME2313
 ME2313  STATE/COUNTY-  IN/MARSHALL
 ME2313  COUNTRY     -  US
 ME2313  USGS QUAD   -  CULVER (2019)
 ME2313
 ME2313                         *CURRENT SURVEY CONTROL
 ME2313  ______________________________________________________________________
 ME2313* NAD 83(1997) POSITION- 41 10 31.02410(N) 086 24 53.82317(W)   ADJUSTED
 ME2313* NAVD 88 ORTHO HEIGHT -   232.40  (+/-2cm)      762.5   (feet) VERTCON3
 ME2313  ______________________________________________________________________
 ME2313  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 ME2313  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 ME2313  HORZ ORDER      -  SECOND
 ME2313  VERT ORDER      -  THIRD ? (See Below)
 ME2313
 ME2313.The horizontal coordinates were established by classical geodetic methods
 ME2313.and adjusted by the National Geodetic Survey in May 1999.
 ME2313
 ME2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2313
 ME2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2313.GEOID18 height accuracy estimate available here.
 ME2313
 ME2313.The vertical order pertains to the NGVD 29 superseded value.
 ME2313
 ME2313.Click photographs - Photos may exist for this station.
 ME2313
 ME2313.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2313
 ME2313. The following values were computed from the NAD 83(1997) position.
 ME2313
 ME2313;                    North         East     Units Scale Factor Converg.
 ME2313;SPC IN E     -   658,293.812    37,211.904   MT  1.00001517   -0 29 33.6
 ME2313;SPC IN E     - 2,159,752.28    122,086.06   sFT  1.00001517   -0 29 33.6
 ME2313;SPC IN W     -   658,239.240   956,083.542   MT  1.00000536   +0 26 24.2
 ME2313;SPC IN W     - 2,159,573.24  3,136,750.75   sFT  1.00000536   +0 26 24.2
 ME2313;UTM  16      - 4,558,380.550   549,073.059   MT  0.99962964   +0 23 06.7
 ME2313
 ME2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2313!SPC IN E     -   0.99996882  x   1.00001517  =   0.99998399
 ME2313!SPC IN W     -   0.99996882  x   1.00000536  =   0.99997418
 ME2313!UTM  16      -   0.99996882  x   0.99962964  =   0.99959847
 ME2313
 ME2313:                Primary Azimuth Mark                     Grid Az
 ME2313:SPC IN E     -  DELONG                                   180 22 49.0
 ME2313:SPC IN W     -  DELONG                                   179 26 51.2
 ME2313:UTM  16      -  DELONG                                   179 30 08.7
 ME2313
 ME2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4907358380(NAD 83)
 ME2313
 ME2313|---------------------------------------------------------------------|
 ME2313| PID    Reference Object                     Distance      Geod. Az  |
 ME2313|                                                           dddmmss.s |
 ME2313| CM4393 PORTER RM                             4.850 METERS 13430     |
 ME2313| ME0320 DELONG                              APPROX. 4.1 KM 1795315.4 |
 ME2313|---------------------------------------------------------------------|
 ME2313
 ME2313                          SUPERSEDED SURVEY CONTROL
 ME2313
 ME2313  NAD 83(1986)-  41 10 31.03170(N)    086 24 53.83093(W) AD(       ) 2
 ME2313  NAD 27      -  41 10 30.88290(N)    086 24 53.81120(W) AD(       ) 2
 ME2313  USSD        -  41 10 30.90300(N)    086 24 53.63500(W) AD(       ) 3
 ME2313  NGVD 29             232.52   (m)          762.9    (f) LEVELING    3  
 ME2313
 ME2313.Superseded values are not recommended for survey control.
 ME2313
 ME2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2313.See file dsdata.pdf to determine how the superseded data were derived.
 ME2313
 ME2313_MARKER: DS = TRIANGULATION STATION DISK
 ME2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2313_STAMPING: PORTER 1920
 ME2313_MARK LOGO: CGS
 ME2313_PROJECTION: FLUSH
 ME2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2313+STABILITY: SURFACE MOTION
 ME2313
 ME2313  HISTORY     - Date     Condition        Report By
 ME2313  HISTORY     - 1920     MONUMENTED       CGS
 ME2313  HISTORY     - 1952     GOOD             CGS
 ME2313  HISTORY     - 1975     GOOD             NGS
 ME2313
 ME2313                          STATION DESCRIPTION
 ME2313
 ME2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2313'ABOUT 2-3/4 MILES
 ME2313'N OF DELONG, ON
 ME2313'THE E SIDE OF THE TRACK, THREE-EIGHTHS MILES S
 ME2313'OF MILEPOST T.H. 146, 200 YARDS NW
 ME2313'OF MRS. FRANK HAWKS RESIDENCE,
 ME2313'11.22 METERS (36.81 FEET) E OF THE E AND NEAREST
 ME2313'RAIL.  THE THE STATION,
 ME2313'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2313'THE REFERENCE MARK IS ON
 ME2313'THE SAME SIDE OF THE TRACK NEAR
 ME2313'THE FENCE LINE, 4.85 METERS (15.91
 ME2313'FEET) FROM THE STATION S 45 DEG 30 MIN E.
 ME2313
 ME2313                          STATION RECOVERY (1952)
 ME2313
 ME2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2313'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 ME2313'CONDITION.  THE DISTANCE TO THE
 ME2313'REFERENCE MARK DID NOT CHECK.  A NEW DESCRIPTION FOLLOWS.
 ME2313'
 ME2313'STATION IN LOCATED ABOUT 4 MILES SOUTH OF CULVER AND 0.25 MILE NORTH
 ME2313'OF THE INTERSECTION OF STATE HIGHWAYS
 ME2313'110 AND 17.  IT IS ABOUT 300 FEET WEST OF THE CENTER OF HIGHWAY
 ME2313'17, 38 FEET EAST OF THE EAST RAIL OF
 ME2313'THE PENNSYLVANIA RAILROAD TRACKS, 34 FEET SOUTH OF
 ME2313'A TELEPHONE POLE AND 14 FEET WEST OF A FENCE AND WHITE
 ME2313'WITNESS POST.  THE MARK IS FLUSH AND
 ME2313'THE DISK IS STAMPED PORTER 1920.
 ME2313'
 ME2313'REFERENCE MARK IS 15.96 FEET (4.864 METERS) SOUTHEAST OF THE STATION.
 ME2313'IT IS 10 FEET SOUTH OF A WHITE
 ME2313'WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK IS FLUSH AND THE
 ME2313'DISK IS STAMPED PORTER 1920.
 ME2313'
 ME2313'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAVIS TO
 ME2313'PORTER 1920 AND THE DISTANCE IS
 ME2313'130.584 METERS (428.42 FEET).
 ME2313
 ME2313                          STATION RECOVERY (1975)
 ME2313
 ME2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2313'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARK
 ME2313'WAS NOT RECOVERED AFTER ABOUT AN HOUR SEARCH.
 ME2313'
 ME2313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 ME2313'CULVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0373 ***********************************************************************
 LA0373  DESIGNATION -  PORTLAND
 LA0373  PID         -  LA0373
 LA0373  STATE/COUNTY-  IN/JAY
 LA0373  COUNTRY     -  US
 LA0373  USGS QUAD   -  PORTLAND (2019)
 LA0373
 LA0373                         *CURRENT SURVEY CONTROL
 LA0373  ______________________________________________________________________
 LA0373* NAD 83(1997) POSITION- 40 26 21.22597(N) 084 59 07.79909(W)   ADJUSTED
 LA0373* NAVD 88 ORTHO HEIGHT -   276.103 (meters)      905.85  (feet) ADJUSTED
 LA0373  ______________________________________________________________________
 LA0373  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0373  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 LA0373  DYNAMIC HEIGHT  -        275.966 (meters)      905.40  (feet) COMP
 LA0373  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 LA0373
 LA0373  HORZ ORDER      -  SECOND
 LA0373  VERT ORDER      -  SECOND    CLASS 0
 LA0373
 LA0373.The horizontal coordinates were established by classical geodetic methods
 LA0373.and adjusted by the National Geodetic Survey in May 1999.
 LA0373
 LA0373.The orthometric height was determined by differential leveling and
 LA0373.adjusted by the NATIONAL GEODETIC SURVEY
 LA0373.in June 1991.
 LA0373
 LA0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0373.GEOID18 height accuracy estimate available here.
 LA0373
 LA0373.Click photographs - Photos may exist for this station.
 LA0373
 LA0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0373
 LA0373.The dynamic height is computed by dividing the NAVD 88
 LA0373.geopotential number by the normal gravity value computed on the
 LA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0373.degrees latitude (g = 980.6199 gals.).
 LA0373
 LA0373.The modeled gravity was interpolated from observed gravity values.
 LA0373
 LA0373. The following values were computed from the NAD 83(1997) position.
 LA0373
 LA0373;                    North         East     Units Scale Factor Converg.
 LA0373;SPC IN E     -   576,510.379   157,791.359   MT  1.00000776   +0 26 30.6
 LA0373;SPC IN E     - 1,891,434.47    517,687.15   sFT  1.00000776   +0 26 30.6
 LA0373;UTM  16      - 4,478,457.952   670,855.963   MT  0.99995934   +1 18 25.2
 LA0373
 LA0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0373!SPC IN E     -   0.99996196  x   1.00000776  =   0.99996972
 LA0373!UTM  16      -   0.99996196  x   0.99995934  =   0.99992130
 LA0373
 LA0373:                Primary Azimuth Mark                     Grid Az
 LA0373:SPC IN E     -  PORTLAND AZ MK                           033 30 21.4
 LA0373:UTM  16      -  PORTLAND AZ MK                           032 38 26.8
 LA0373
 LA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7085578457(NAD 83)
 LA0373
 LA0373|---------------------------------------------------------------------|
 LA0373| PID    Reference Object                     Distance      Geod. Az  |
 LA0373|                                                           dddmmss.s |
 LA0373| LA0372 PORTLAND AZ MK                                     0335652.0 |
 LA0373| LA2358 PORTLAND MUNICIPAL TANK             APPROX. 1.3 KM 1295225.0 |
 LA0373| LA0375 PORTLAND RM 1                        44.955 METERS 14722     |
 LA0373| LA2054 PORTLAND NAAS CANNING STACK         APPROX. 3.2 KM 2391453.8 |
 LA0373| LA2055 PORTLAND RAD STA WPGN W MAST        APPROX. 2.6 KM 2624108.5 |
 LA0373| LA0374 PORTLAND RM 2                        58.202 METERS 27101     |
 LA0373|---------------------------------------------------------------------|
 LA0373
 LA0373                          SUPERSEDED SURVEY CONTROL
 LA0373
 LA0373  NAD 83(1995)-  40 26 21.22612(N)    084 59 07.80107(W) AD(       ) 2
 LA0373  NAD 83(1986)-  40 26 21.22824(N)    084 59 07.81225(W) AD(       ) 2
 LA0373  NAD 27      -  40 26 21.06370(N)    084 59 07.92600(W) AD(       ) 2
 LA0373  NGVD 29 (??/??/92)  276.253  (m)          906.34   (f) ADJ UNCH    2 0
 LA0373  NGVD 29             276.25   (m)          906.3    (f) LEVELING    3  
 LA0373
 LA0373.Superseded values are not recommended for survey control.
 LA0373
 LA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0373.See file dsdata.pdf to determine how the superseded data were derived.
 LA0373
 LA0373_MARKER: DS = TRIANGULATION STATION DISK
 LA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0373_STAMPING: PORTLAND 1934
 LA0373_MARK LOGO: CGS
 LA0373_PROJECTION: PROJECTING 8 CENTIMETERS
 LA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0373+STABILITY: SURFACE MOTION
 LA0373
 LA0373  HISTORY     - Date     Condition        Report By
 LA0373  HISTORY     - 1934     MONUMENTED       CGS
 LA0373  HISTORY     - 1947     GOOD             CGS
 LA0373  HISTORY     - 1955     GOOD             CGS
 LA0373  HISTORY     - 20221114 GOOD             WSRR
 LA0373
 LA0373                          STATION DESCRIPTION
 LA0373
 LA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA0373'ABOUT 0.7 MILE NORTHWEST FROM THE COURTHOUSE IN PORTLAND, IN THE
 LA0373'NORTHEAST CORNER OF HAYNES PARK, 41 FEET SOUTH OF CENTER LINE OF
 LA0373'CONCRETE HIGHWAY (STATE HIGHWAYS 67 AND 26)  95 FEET WEST OF THE
 LA0373'CENTER LINE OF A GRAVEL ROAD, AND PROJECTS 5 INCHES.
 LA0373'
 LA0373'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA0373'DISKS SET IN CONCRETE.
 LA0373'
 LA0373'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LA0373'ROAD AND 8 FEET SOUTH OF A 3 FOOT TREE, AND PROJECTS 6 INCHES.
 LA0373'
 LA0373'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER LINE OF THE
 LA0373'CONCRETE HIGHWAY, AND PROJECTS 6 INCHES.
 LA0373'
 LA0373'AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE ON THE WEST SIDE OF A
 LA0373'GRAVEL ROAD, AND 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 LA0373'PROJECTS 5 INCHES.
 LA0373'
 LA0373'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LA0373
 LA0373                          STATION RECOVERY (1947)
 LA0373
 LA0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA0373'0.9 MI NW FROM PORTLAND.
 LA0373'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0373'AT PORTLAND, THENCE ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 67, AT THE
 LA0373'NORTHEAST CORNER OF HAYNES PARK, 42 FEET SOUTH OF THE CENTER
 LA0373'LINE OF THE HIGHWAY, 96 FEET WEST OF THE CENTER LINE OF NORTH
 LA0373'MIDDLE STREET, 147.5 FEET NORTH-NORTHWEST OF R.M. NO. 1, 191 FEET
 LA0373'EAST OF R.M. NO. 2, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA0373'ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0373'POST PROJECTING 3 INCHES.
 LA0373
 LA0373                          STATION RECOVERY (1955)
 LA0373
 LA0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0373'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL THE MARKS
 LA0373'WERE FOUND IN GOOD CONDITION.  EXCEPT FOR A DIFFERENCE IN DIRECTION TO
 LA0373'THE AZIMUTH MARK THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 LA0373
 LA0373                          STATION RECOVERY (2022)
 LA0373
 LA0373'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 LA0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0372 ***********************************************************************
 LA0372  DESIGNATION -  PORTLAND AZ MK
 LA0372  PID         -  LA0372
 LA0372  STATE/COUNTY-  IN/JAY
 LA0372  COUNTRY     -  US
 LA0372  USGS QUAD   -  PORTLAND (2019)
 LA0372
 LA0372                         *CURRENT SURVEY CONTROL
 LA0372  ______________________________________________________________________
 LA0372* NAD 83(1986) POSITION- 40 26 31.87   (N) 084 58 58.42   (W)   HD_HELD1
 LA0372* NAVD 88 ORTHO HEIGHT -   277.436 (meters)      910.22  (feet) ADJUSTED
 LA0372  ______________________________________________________________________
 LA0372  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 LA0372  DYNAMIC HEIGHT  -        277.298 (meters)      909.77  (feet) COMP
 LA0372  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LA0372
 LA0372  VERT ORDER      -  SECOND    CLASS 0
 LA0372
 LA0372.The horizontal coordinates were determined by differentially corrected
 LA0372.hand held GPS observations or other comparable positioning techniques
 LA0372.and have an estimated accuracy of +/- 3 meters.
 LA0372
 LA0372.The orthometric height was determined by differential leveling and
 LA0372.adjusted by the NATIONAL GEODETIC SURVEY
 LA0372.in June 1991.
 LA0372
 LA0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0372.GEOID18 height accuracy estimate available here.
 LA0372
 LA0372.Click photographs - Photos may exist for this station.
 LA0372
 LA0372.The dynamic height is computed by dividing the NAVD 88
 LA0372.geopotential number by the normal gravity value computed on the
 LA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0372.degrees latitude (g = 980.6199 gals.).
 LA0372
 LA0372.The modeled gravity was interpolated from observed gravity values.
 LA0372
 LA0372;                    North         East    Units  Estimated Accuracy
 LA0372;SPC IN E     -   576,840.4     158,009.9     MT  (+/- 3 meters HH1 GPS) 
 LA0372
 LA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7106978791(NAD 83)
 LA0372
 LA0372                          SUPERSEDED SURVEY CONTROL
 LA0372
 LA0372  NGVD 29 (??/??/92)  277.586  (m)          910.71   (f) ADJ UNCH    2 0
 LA0372
 LA0372.Superseded values are not recommended for survey control.
 LA0372
 LA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0372.See file dsdata.pdf to determine how the superseded data were derived.
 LA0372
 LA0372_MARKER: DZ = AZIMUTH MARK DISK
 LA0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0372_STAMPING: PORTLAND 1934
 LA0372_MARK LOGO: CGS
 LA0372_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0372+STABILITY: SURFACE MOTION
 LA0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0372+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2009
 LA0372
 LA0372  HISTORY     - Date     Condition        Report By
 LA0372  HISTORY     - 1934     MONUMENTED       CGS
 LA0372  HISTORY     - 1947     GOOD             CGS
 LA0372  HISTORY     - 20091221 GOOD             INDIV
 LA0372
 LA0372                          STATION DESCRIPTION
 LA0372
 LA0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0372'AT PORTLAND.
 LA0372'AT PORTLAND, ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27, THENCE
 LA0372'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 67, THENCE ABOUT 0.2 MILE
 LA0372'NORTH ALONG NORTH CREAGOR STREET, 20 FEET WEST OF THE CENTER LINE
 LA0372'OF NORTH CREAGOR STREET, 109 FEET NORTH OF THE PROLONGED CENTER
 LA0372'LINE OF A STREET LEADING EAST, 1 FOOT WEST OF A WIRE FENCE,
 LA0372'ABOUT 0.5 FOOT BELOW THE STREET 2 FEET WEST OF A WHITE WOODEN
 LA0372'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0372'4 INCHES.  NOTE-- THIS POST LEANS TO THE EAST.  THE ROD WAS
 LA0372'HELD ON THE WEST SIDE OF THE DISK.
 LA0372
 LA0372                          STATION RECOVERY (2009)
 LA0372
 LA0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LA0372'MONUMENT WAS LOCATED BY DUAL VECTOR RTK FROM THE JAYC BASE OF THE
 LA0372'MWRTK VRS NETWORK.  THE LAT AND LONG OF SAID MONUMENT IS 40
 LA0372'26'31.87130N, 84 58'58.41892W.  THESE VALUES ARE GIVEN ONLY TO HELP IN
 LA0372'THE FUTURE RECOVERY OF THIS MONUMENT AND IN NO WAY REPRESENTS
 LA0372'PUBLISHED HORIZONTAL VALUES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2358 ***********************************************************************
 LA2358  DESIGNATION -  PORTLAND MUNICIPAL TANK
 LA2358  PID         -  LA2358
 LA2358  STATE/COUNTY-  IN/JAY
 LA2358  COUNTRY     -  US
 LA2358  USGS QUAD   -  PORTLAND (2019)
 LA2358
 LA2358                         *CURRENT SURVEY CONTROL
 LA2358  ______________________________________________________________________
 LA2358* NAD 83(1997) POSITION- 40 25 54.44310(N) 084 58 25.84477(W)   ADJUSTED
 LA2358  ______________________________________________________________________
 LA2358  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 LA2358  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 LA2358  HORZ ORDER      -  THIRD
 LA2358
 LA2358.The horizontal coordinates were established by classical geodetic methods
 LA2358.and adjusted by the National Geodetic Survey in May 1999.
 LA2358
 LA2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2358.GEOID18 height accuracy estimate available here.
 LA2358
 LA2358.Click photographs - Photos may exist for this station.
 LA2358
 LA2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2358
 LA2358. The following values were computed from the NAD 83(1997) position.
 LA2358
 LA2358;                    North         East     Units Scale Factor Converg.
 LA2358;SPC IN E     -   575,691.961   158,786.590   MT  1.00000919   +0 26 57.6
 LA2358;SPC IN E     - 1,888,749.38    520,952.34   sFT  1.00000919   +0 26 57.6
 LA2358;UTM  16      - 4,477,654.692   671,863.389   MT  0.99996359   +1 18 51.7
 LA2358
 LA2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7186377654(NAD 83)
 LA2358
 LA2358                          SUPERSEDED SURVEY CONTROL
 LA2358
 LA2358  NAD 83(1995)-  40 25 54.44333(N)    084 58 25.84700(W) AD(       ) 3
 LA2358  NAD 83(1986)-  40 25 54.44548(N)    084 58 25.85805(W) AD(       ) 3
 LA2358  NAD 27      -  40 25 54.28100(N)    084 58 25.97400(W) AD(       ) 3
 LA2358
 LA2358.Superseded values are not recommended for survey control.
 LA2358
 LA2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2358.See file dsdata.pdf to determine how the superseded data were derived.
 LA2358
 LA2358_MARKER: 53 = ELEVATED TANK
 LA2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2358+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 LA2358
 LA2358  HISTORY     - Date     Condition        Report By
 LA2358  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2358  HISTORY     - 1970     GOOD             NGS
 LA2358  HISTORY     - 20030703 GOOD             GEOCAC
 LA2358
 LA2358                          STATION DESCRIPTION
 LA2358
 LA2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2358'THE STATION IS IN THE SOUTHEAST PART OF THE TOWN OF PORTLAND.  IT IS
 LA2358'AN OVAL SHAPED TANK WHICH
 LA2358'IS SUPPORTED BY 6 STRUCTURAL STEEL LEGS, SILVER IN COLOR, AND 185
 LA2358'FEET HIGH.  THE POINT INTERSECTED
 LA2358'WAS THE APEX OF THE TANK.
 LA2358
 LA2358                          STATION RECOVERY (1970)
 LA2358
 LA2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2358'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1955.
 LA2358
 LA2358                          STATION RECOVERY (2003)
 LA2358
 LA2358'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2358'THE TANK IS NOW PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2054 ***********************************************************************
 LA2054  DESIGNATION -  PORTLAND NAAS CANNING STACK
 LA2054  PID         -  LA2054
 LA2054  STATE/COUNTY-  IN/JAY
 LA2054  COUNTRY     -  US
 LA2054  USGS QUAD   -  BLAINE (2019)
 LA2054
 LA2054                         *CURRENT SURVEY CONTROL
 LA2054  ______________________________________________________________________
 LA2054* NAD 83(1997) POSITION- 40 25 28.80872(N) 085 01 03.04250(W)   ADJUSTED
 LA2054  ______________________________________________________________________
 LA2054  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 LA2054  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 LA2054  HORZ ORDER      -  THIRD
 LA2054
 LA2054.The horizontal coordinates were established by classical geodetic methods
 LA2054.and adjusted by the National Geodetic Survey in May 1999.
 LA2054
 LA2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2054.GEOID18 height accuracy estimate available here.
 LA2054
 LA2054.Click photographs - Photos may exist for this station.
 LA2054
 LA2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2054
 LA2054. The following values were computed from the NAD 83(1997) position.
 LA2054
 LA2054;                    North         East     Units Scale Factor Converg.
 LA2054;SPC IN E     -   574,873.139   155,087.263   MT  1.00000401   +0 25 15.4
 LA2054;SPC IN E     - 1,886,062.96    508,815.46   sFT  1.00000401   +0 25 15.4
 LA2054;UTM  16      - 4,476,780.163   668,177.032   MT  0.99994816   +1 17 09.0
 LA2054
 LA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6817776780(NAD 83)
 LA2054
 LA2054                          SUPERSEDED SURVEY CONTROL
 LA2054
 LA2054  NAD 83(1995)-  40 25 28.80914(N)    085 01 03.04412(W) AD(       ) 3
 LA2054  NAD 83(1986)-  40 25 28.81125(N)    085 01 03.05518(W) AD(       ) 3
 LA2054  NAD 27      -  40 25 28.65100(N)    085 01 03.15500(W) AD(       ) 3
 LA2054
 LA2054.Superseded values are not recommended for survey control.
 LA2054
 LA2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2054.See file dsdata.pdf to determine how the superseded data were derived.
 LA2054
 LA2054_MARKER: 63 = STACK
 LA2054
 LA2054  HISTORY     - Date     Condition        Report By
 LA2054  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2054
 LA2054                          STATION DESCRIPTION
 LA2054
 LA2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2054'THE STATION IS 2 MILES WEST-SOUTHWEST OF PORTLAND AND 0.5 MILE EAST
 LA2054'OF U.S. HIGHWAY 67.  IT IS BUILT
 LA2054'OF RED BRICK, 125 FEET HIGH, AND THE POINT INTERSECTED WAS THE TOP
 LA2054'CENTER OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2055 ***********************************************************************
 LA2055  DESIGNATION -  PORTLAND RAD STA WPGN W MAST
 LA2055  PID         -  LA2055
 LA2055  STATE/COUNTY-  IN/JAY
 LA2055  COUNTRY     -  US
 LA2055  USGS QUAD   -  BLAINE (2019)
 LA2055
 LA2055                         *CURRENT SURVEY CONTROL
 LA2055  ______________________________________________________________________
 LA2055* NAD 83(1997) POSITION- 40 26 10.62613(N) 085 00 55.73296(W)   ADJUSTED
 LA2055  ______________________________________________________________________
 LA2055  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 LA2055  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 LA2055  HORZ ORDER      -  THIRD
 LA2055
 LA2055.The horizontal coordinates were established by classical geodetic methods
 LA2055.and adjusted by the National Geodetic Survey in May 1999.
 LA2055
 LA2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2055.GEOID18 height accuracy estimate available here.
 LA2055
 LA2055.Click photographs - Photos may exist for this station.
 LA2055
 LA2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2055
 LA2055. The following values were computed from the NAD 83(1997) position.
 LA2055
 LA2055;                    North         East     Units Scale Factor Converg.
 LA2055;SPC IN E     -   576,164.246   155,250.059   MT  1.00000423   +0 25 20.5
 LA2055;SPC IN E     - 1,890,298.86    509,349.57   sFT  1.00000423   +0 25 20.5
 LA2055;UTM  16      - 4,478,073.508   668,320.310   MT  0.99994876   +1 17 14.9
 LA2055
 LA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6832078073(NAD 83)
 LA2055
 LA2055                          SUPERSEDED SURVEY CONTROL
 LA2055
 LA2055  NAD 83(1995)-  40 26 10.62622(N)    085 00 55.73534(W) AD(       ) 3
 LA2055  NAD 83(1986)-  40 26 10.62828(N)    085 00 55.74601(W) AD(       ) 3
 LA2055  NAD 27      -  40 26 10.46400(N)    085 00 55.85200(W) AD(       ) 3
 LA2055
 LA2055.Superseded values are not recommended for survey control.
 LA2055
 LA2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2055.See file dsdata.pdf to determine how the superseded data were derived.
 LA2055
 LA2055_MARKER: 42 = RADIO/TV MAST
 LA2055
 LA2055  HISTORY     - Date     Condition        Report By
 LA2055  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2055
 LA2055                          STATION DESCRIPTION
 LA2055
 LA2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2055'THE STATION IS 2 MILES WEST OF PORTLAND AND 0.2 MILE SOUTH OF THE
 LA2055'JUNCTION OF STATE HIGHWAY
 LA2055'26 AND U.S. HIGHWAY 67 ON LAND OWNED BY THE COMMERCIAL BROADCASTING
 LA2055'CO.  IT IS THE WEST MAST OF TWO, STEEL
 LA2055'CONSTRUCTED, 207 FEET HIGH, RED AND WHITE IN COLOR, AND
 LA2055'SUPPORTED BY STEEL GUY WIRES AND HAS A RED
 LA2055'FLASHING LIGHT ON TOP.  THE POINT INTERSECTED
 LA2055'WAS THE CENTER OF THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0375 ***********************************************************************
 LA0375  DESIGNATION -  PORTLAND RM 1
 LA0375  PID         -  LA0375
 LA0375  STATE/COUNTY-  IN/JAY
 LA0375  COUNTRY     -  US
 LA0375  USGS QUAD   -  PORTLAND (2019)
 LA0375
 LA0375                         *CURRENT SURVEY CONTROL
 LA0375  ______________________________________________________________________
 LA0375* NAD 83(1986) POSITION- 40 26 20.00   (N) 084 59 06.77   (W)   HD_HELD1
 LA0375* NAVD 88 ORTHO HEIGHT -   276.353 (meters)      906.67  (feet) ADJUSTED
 LA0375  ______________________________________________________________________
 LA0375  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0375  DYNAMIC HEIGHT  -        276.216 (meters)      906.22  (feet) COMP
 LA0375  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 LA0375
 LA0375  VERT ORDER      -  SECOND    CLASS 0
 LA0375
 LA0375.The horizontal coordinates were determined by differentially corrected
 LA0375.hand held GPS observations or other comparable positioning techniques
 LA0375.and have an estimated accuracy of +/- 3 meters.
 LA0375
 LA0375.The orthometric height was determined by differential leveling and
 LA0375.adjusted by the NATIONAL GEODETIC SURVEY
 LA0375.in June 1991.
 LA0375
 LA0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0375.GEOID18 height accuracy estimate available here.
 LA0375
 LA0375.Click photographs - Photos may exist for this station.
 LA0375
 LA0375.The dynamic height is computed by dividing the NAVD 88
 LA0375.geopotential number by the normal gravity value computed on the
 LA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0375.degrees latitude (g = 980.6199 gals.).
 LA0375
 LA0375.The modeled gravity was interpolated from observed gravity values.
 LA0375
 LA0375;                    North         East    Units  Estimated Accuracy
 LA0375;SPC IN E     -   576,472.8     157,815.9     MT  (+/- 3 meters HH1 GPS) 
 LA0375
 LA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7088178420(NAD 83)
 LA0375
 LA0375                          SUPERSEDED SURVEY CONTROL
 LA0375
 LA0375  NGVD 29 (??/??/92)  276.504  (m)          907.16   (f) ADJ UNCH    2 0
 LA0375
 LA0375.Superseded values are not recommended for survey control.
 LA0375
 LA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0375.See file dsdata.pdf to determine how the superseded data were derived.
 LA0375
 LA0375_MARKER: DR = REFERENCE MARK DISK
 LA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0375_STAMPING: PORTLAND NO 1 1934
 LA0375_MARK LOGO: CGS
 LA0375_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0375+STABILITY: SURFACE MOTION
 LA0375
 LA0375  HISTORY     - Date     Condition        Report By
 LA0375  HISTORY     - 1934     MONUMENTED       CGS
 LA0375  HISTORY     - 1947     GOOD             CGS
 LA0375
 LA0375                          STATION DESCRIPTION
 LA0375
 LA0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0375'0.9 MI NW FROM PORTLAND.
 LA0375'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0375'AT PORTLAND, THENCE ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 67,
 LA0375'AT THE EAST SIDE OF HAYNES PARK, 169 FEET SOUTH OF THE CENTER
 LA0375'LINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF NORTH
 LA0375'MIDDLE STREET, 8 FEET SOUTH OF A 36-INCH OAK TREE, 41 FEET
 LA0375'NORTHEAST OF THE NORTHEAST CORNER OF A HALF CIRCLE BRICK
 LA0375'WALL AROUND A BARBECUE PIT.  147.5 FEET SOUTH-SOUTHEAST OF
 LA0375'THE STATION MARK, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0375'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE
 LA0375'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0374 ***********************************************************************
 LA0374  DESIGNATION -  PORTLAND RM 2
 LA0374  PID         -  LA0374
 LA0374  STATE/COUNTY-  IN/JAY
 LA0374  COUNTRY     -  US
 LA0374  USGS QUAD   -  PORTLAND (2019)
 LA0374
 LA0374                         *CURRENT SURVEY CONTROL
 LA0374  ______________________________________________________________________
 LA0374* NAD 83(1986) POSITION- 40 26 21.26   (N) 084 59 10.27   (W)   HD_HELD1
 LA0374* NAVD 88 ORTHO HEIGHT -   276.108 (meters)      905.86  (feet) ADJUSTED
 LA0374  ______________________________________________________________________
 LA0374  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 LA0374  DYNAMIC HEIGHT  -        275.971 (meters)      905.41  (feet) COMP
 LA0374  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 LA0374
 LA0374  VERT ORDER      -  SECOND    CLASS 0
 LA0374
 LA0374.The horizontal coordinates were determined by differentially corrected
 LA0374.hand held GPS observations or other comparable positioning techniques
 LA0374.and have an estimated accuracy of +/- 3 meters.
 LA0374
 LA0374.The orthometric height was determined by differential leveling and
 LA0374.adjusted by the NATIONAL GEODETIC SURVEY
 LA0374.in June 1991.
 LA0374
 LA0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0374.GEOID18 height accuracy estimate available here.
 LA0374
 LA0374.Click photographs - Photos may exist for this station.
 LA0374
 LA0374.The dynamic height is computed by dividing the NAVD 88
 LA0374.geopotential number by the normal gravity value computed on the
 LA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0374.degrees latitude (g = 980.6199 gals.).
 LA0374
 LA0374.The modeled gravity was interpolated from observed gravity values.
 LA0374
 LA0374;                    North         East    Units  Estimated Accuracy
 LA0374;SPC IN E     -   576,511.0     157,733.1     MT  (+/- 3 meters HH1 GPS) 
 LA0374
 LA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7079778457(NAD 83)
 LA0374
 LA0374                          SUPERSEDED SURVEY CONTROL
 LA0374
 LA0374  NGVD 29 (??/??/92)  276.244  (m)          906.31   (f) ADJ UNCH    2 0
 LA0374
 LA0374.Superseded values are not recommended for survey control.
 LA0374
 LA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0374.See file dsdata.pdf to determine how the superseded data were derived.
 LA0374
 LA0374_MARKER: DR = REFERENCE MARK DISK
 LA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0374_STAMPING: PORTLAND NO 2 1934
 LA0374_MARK LOGO: CGS
 LA0374_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0374+STABILITY: SURFACE MOTION
 LA0374
 LA0374  HISTORY     - Date     Condition        Report By
 LA0374  HISTORY     - 1934     MONUMENTED       CGS
 LA0374  HISTORY     - 1947     GOOD             CGS
 LA0374  HISTORY     - 20221114 GOOD             WSRR
 LA0374
 LA0374                          STATION DESCRIPTION
 LA0374
 LA0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0374'0.9 MI NW FROM PORTLAND.
 LA0374'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0374'AT PORTLAND THENCE ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 67,
 LA0374'AT THE NORTH SIDE OF HAYNES PARK, 34 FEET SOUTH OF THE CENTER
 LA0374'LINE OF THE HIGHWAY, 286 FEET WEST OF NORTH MIDDLE STREET, 130.5
 LA0374'FEET NORTHEAST OF THE NORTH CORNER OF A BRICK AND PLASTER PARK
 LA0374'BUILDING, 191 FEET WEST OF THE STATION MARK, 2 FEET WEST OF A
 LA0374'WHITE WOODEN WITNESS POST, 0.5 FOOT BELOW THE HIGHWAY AND SET IN
 LA0374'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0374
 LA0374                          STATION RECOVERY (2022)
 LA0374
 LA0374'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 LA0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2312 ***********************************************************************
 ME2312  DESIGNATION -  POSEY
 ME2312  PID         -  ME2312
 ME2312  STATE/COUNTY-  IN/MARSHALL
 ME2312  COUNTRY     -  US
 ME2312  USGS QUAD   -  CULVER (2019)
 ME2312
 ME2312                         *CURRENT SURVEY CONTROL
 ME2312  ______________________________________________________________________
 ME2312* NAD 83(1997) POSITION- 41 11 36.97747(N) 086 24 57.20636(W)   ADJUSTED
 ME2312* NAVD 88 ORTHO HEIGHT -   228.90  (+/-2cm)      751.0   (feet) VERTCON3
 ME2312  ______________________________________________________________________
 ME2312  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 ME2312  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 ME2312  HORZ ORDER      -  SECOND
 ME2312  VERT ORDER      -  THIRD ? (See Below)
 ME2312
 ME2312.The horizontal coordinates were established by classical geodetic methods
 ME2312.and adjusted by the National Geodetic Survey in May 1999.
 ME2312
 ME2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2312
 ME2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2312.GEOID18 height accuracy estimate available here.
 ME2312
 ME2312.The vertical order pertains to the NGVD 29 superseded value.
 ME2312
 ME2312.Click photographs - Photos may exist for this station.
 ME2312
 ME2312.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2312
 ME2312. The following values were computed from the NAD 83(1997) position.
 ME2312
 ME2312;                    North         East     Units Scale Factor Converg.
 ME2312;SPC IN E     -   660,329.062    37,150.568   MT  1.00001526   -0 29 36.5
 ME2312;SPC IN E     - 2,166,429.60    121,884.82   sFT  1.00001526   -0 29 36.5
 ME2312;SPC IN W     -   660,273.201   955,989.078   MT  1.00000523   +0 26 22.5
 ME2312;SPC IN W     - 2,166,246.33  3,136,440.83   sFT  1.00000523   +0 26 22.5
 ME2312;UTM  16      - 4,560,413.836   548,980.579   MT  0.99962953   +0 23 04.9
 ME2312
 ME2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2312!SPC IN E     -   0.99996937  x   1.00001526  =   0.99998463
 ME2312!SPC IN W     -   0.99996937  x   1.00000523  =   0.99997460
 ME2312!UTM  16      -   0.99996937  x   0.99962953  =   0.99959892
 ME2312
 ME2312:                Primary Azimuth Mark                     Grid Az
 ME2312:SPC IN E     -  PORTER                                   178 16 26.0
 ME2312:SPC IN W     -  PORTER                                   177 20 27.0
 ME2312:UTM  16      -  PORTER                                   177 23 44.6
 ME2312
 ME2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4898060413(NAD 83)
 ME2312
 ME2312|---------------------------------------------------------------------|
 ME2312| PID    Reference Object                     Distance      Geod. Az  |
 ME2312|                                                           dddmmss.s |
 ME2312| CM4394 POSEY RM                             14.070 METERS 13706     |
 ME2312| ME2313 PORTER                              APPROX. 2.0 KM 1774649.5 |
 ME2312|---------------------------------------------------------------------|
 ME2312
 ME2312                          SUPERSEDED SURVEY CONTROL
 ME2312
 ME2312  NAD 83(1986)-  41 11 36.98509(N)    086 24 57.21397(W) AD(       ) 2
 ME2312  NAD 27      -  41 11 36.83640(N)    086 24 57.19280(W) AD(       ) 2
 ME2312  USSD        -  41 11 36.85700(N)    086 24 57.01600(W) AD(       ) 3
 ME2312  NGVD 29             229.02   (m)          751.4    (f) LEVELING    3  
 ME2312
 ME2312.Superseded values are not recommended for survey control.
 ME2312
 ME2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2312.See file dsdata.pdf to determine how the superseded data were derived.
 ME2312
 ME2312_MARKER: DS = TRIANGULATION STATION DISK
 ME2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2312_STAMPING: POSEY 1920
 ME2312_MARK LOGO: CGS
 ME2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2312+STABILITY: SURFACE MOTION
 ME2312
 ME2312  HISTORY     - Date     Condition        Report By
 ME2312  HISTORY     - 1920     MONUMENTED       CGS
 ME2312
 ME2312                          STATION DESCRIPTION
 ME2312
 ME2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2312'ABOUT 1-1/2 MILES
 ME2312'S OF CULVER, ON
 ME2312'THE E SIDE OF THE TRACK, 3 YARDS N OF A WAGON
 ME2312'ROAD CROSSING, 25 YARDS S OF
 ME2312'MILEPOST T.H. 147, 325 YARDS S OF
 ME2312'A GRAVEL PIT, 220 YARDS S OF SWITCH SIGNAL FOR
 ME2312'GRAVEL-PIT SIDING,
 ME2312'2.11 METERS (6.92 FEET) E OF THE E AND NEAREST RAIL.  THE
 ME2312'STATION,
 ME2312'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2312'THE REFERENCE MARK IS ON
 ME2312'THE SAME SIDE OF THE TRACK, NEAR
 ME2312'THE E AND W FENCE LINE, 14.07
 ME2312'METERS (46.16 FEET) FROM THE STATION S 42 DEG 54 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2052 ***********************************************************************
 JA2052  DESIGNATION -  POSEYVILLE MUNICIPAL TANK
 JA2052  PID         -  JA2052
 JA2052  STATE/COUNTY-  IN/POSEY
 JA2052  COUNTRY     -  US
 JA2052  USGS QUAD   -  POSEYVILLE (2019)
 JA2052
 JA2052                         *CURRENT SURVEY CONTROL
 JA2052  ______________________________________________________________________
 JA2052* NAD 83(1997) POSITION- 38 10 17.88874(N) 087 46 50.23476(W)   ADJUSTED
 JA2052  ______________________________________________________________________
 JA2052  GEOID HEIGHT    -        -31.066 (meters)                     GEOID18
 JA2052  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 JA2052  HORZ ORDER      -  THIRD
 JA2052
 JA2052.The horizontal coordinates were established by classical geodetic methods
 JA2052.and adjusted by the National Geodetic Survey in May 1999.
 JA2052
 JA2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2052.GEOID18 height accuracy estimate available here.
 JA2052
 JA2052.Click photographs - Photos may exist for this station.
 JA2052
 JA2052.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2052
 JA2052. The following values were computed from the NAD 83(1997) position.
 JA2052
 JA2052;                    North         East     Units Scale Factor Converg.
 JA2052;SPC IN W     -   324,774.416   838,900.222   MT  1.00001263   -0 25 51.4
 JA2052;SPC IN W     - 1,065,530.73  2,752,291.81   sFT  1.00001263   -0 25 51.4
 JA2052;UTM  16      - 4,225,146.525   431,623.122   MT  0.99965758   -0 28 56.8
 JA2052
 JA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3162325146(NAD 83)
 JA2052
 JA2052                          SUPERSEDED SURVEY CONTROL
 JA2052
 JA2052  NAD 83(1993)-  38 10 17.89564(N)    087 46 50.23412(W) AD(       ) 3
 JA2052  NAD 83(1986)-  38 10 17.89848(N)    087 46 50.23569(W) AD(       ) 3
 JA2052  NAD 27      -  38 10 17.73802(N)    087 46 50.13849(W) AD(       ) 3
 JA2052
 JA2052.Superseded values are not recommended for survey control.
 JA2052
 JA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2052.See file dsdata.pdf to determine how the superseded data were derived.
 JA2052
 JA2052_MARKER: 53 = ELEVATED TANK
 JA2052
 JA2052  HISTORY     - Date     Condition        Report By
 JA2052  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2052
 JA2052                          STATION DESCRIPTION
 JA2052
 JA2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2052'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF POSEYVILLE.  IT IS A
 JA2052'STEEL STRUCTURE
 JA2052'SUPPORTED BY 4 LEGS, PAINTED SILVER AND IS APPROXIMATELY
 JA2052'140 FEET HIGH.
 JA2052'
 JA2052'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2244 ***********************************************************************
 HZ2244  DESIGNATION -  POTTS
 HZ2244  PID         -  HZ2244
 HZ2244  STATE/COUNTY-  IN/HARRISON
 HZ2244  COUNTRY     -  US
 HZ2244  USGS QUAD   -  KOSMOSDALE (2019)
 HZ2244
 HZ2244                         *CURRENT SURVEY CONTROL
 HZ2244  ______________________________________________________________________
 HZ2244* NAD 83(1997) POSITION- 38 05 23.89097(N) 085 56 07.62032(W)   ADJUSTED
 HZ2244* NAVD 88 ORTHO HEIGHT -   264.6   (meters)      868.    (feet) VERTCON3
 HZ2244  ______________________________________________________________________
 HZ2244  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 HZ2244  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 HZ2244  HORZ ORDER      -  FIRST
 HZ2244
 HZ2244.The horizontal coordinates were established by classical geodetic methods
 HZ2244.and adjusted by the National Geodetic Survey in May 1999.
 HZ2244
 HZ2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2244
 HZ2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2244.GEOID18 height accuracy estimate available here.
 HZ2244
 HZ2244.Click photographs - Photos may exist for this station.
 HZ2244
 HZ2244.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2244
 HZ2244. The following values were computed from the NAD 83(1997) position.
 HZ2244
 HZ2244;                    North         East     Units Scale Factor Converg.
 HZ2244;SPC IN E     -   315,514.209    76,421.727   MT  0.99997351   -0 09 56.9
 HZ2244;SPC IN E     - 1,035,149.53    250,726.95   sFT  0.99997351   -0 09 56.9
 HZ2244;SPC KY1Z     - 1,194,972.576 1,483,732.827   MT  0.99991186   -0 06 49.9
 HZ2244;SPC KY1Z     - 3,920,505.86  4,867,880.12   sFT  0.99991186   -0 06 49.9
 HZ2244;SPC KY N     -    66,837.312   352,154.485   MT  0.99998363   -1 02 54.5
 HZ2244;SPC KY N     -   219,282.08  1,155,360.17   sFT  0.99998363   -1 02 54.5
 HZ2244;UTM  16      - 4,216,332.452   593,351.632   MT  0.99970733   +0 39 24.4
 HZ2244
 HZ2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2244!SPC IN E     -   0.99996367  x   0.99997351  =   0.99993718
 HZ2244!SPC KY1Z     -   0.99996367  x   0.99991186  =   0.99987553
 HZ2244!SPC KY N     -   0.99996367  x   0.99998363  =   0.99994730
 HZ2244!UTM  16      -   0.99996367  x   0.99970733  =   0.99967101
 HZ2244
 HZ2244:                Primary Azimuth Mark                     Grid Az
 HZ2244:SPC IN E     -  WILLIAMS RM A                            011 50 16.3
 HZ2244:SPC KY1Z     -  WILLIAMS RM A                            011 47 09.3
 HZ2244:SPC KY N     -  WILLIAMS RM A                            012 43 13.9
 HZ2244:UTM  16      -  WILLIAMS RM A                            011 00 55.0
 HZ2244
 HZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9335116332(NAD 83)
 HZ2244
 HZ2244|---------------------------------------------------------------------|
 HZ2244| PID    Reference Object                     Distance      Geod. Az  |
 HZ2244|                                                           dddmmss.s |
 HZ2244| HZ2264 WILLIAMS RM A                       APPROX. 9.5 KM 0114019.4 |
 HZ2244| CG9730 POTTS AZ MK                                        0325006.6 |
 HZ2244| HZ2242 KOSMOSDALE PORTLAND CEMENT STK      APPROX. 6.5 KM 1591739.3 |
 HZ2244| CG9731 POTTS RM 1                           22.627 METERS 22136     |
 HZ2244| CG9732 POTTS RM 2                           28.528 METERS 33251     |
 HZ2244|---------------------------------------------------------------------|
 HZ2244
 HZ2244                          SUPERSEDED SURVEY CONTROL
 HZ2244
 HZ2244  NAD 83(1993)-  38 05 23.89116(N)    085 56 07.62075(W) AD(       ) 1
 HZ2244  NAD 83(1986)-  38 05 23.89643(N)    085 56 07.62788(W) AD(       ) 1
 HZ2244  NAD 27      -  38 05 23.63200(N)    085 56 07.74900(W) AD(       ) 1
 HZ2244  USSD        -  38 05 23.77100(N)    085 56 07.60800(W) AD(       ) 3
 HZ2244  NGVD 29 (07/19/86)  264.7    (m)          868.     (f) VERT ANG       
 HZ2244
 HZ2244.Superseded values are not recommended for survey control.
 HZ2244
 HZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2244.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2244
 HZ2244_MARKER: DS = TRIANGULATION STATION DISK
 HZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2244_STAMPING: POTTS 1880 1950
 HZ2244_MARK LOGO: CGS
 HZ2244_PROJECTION: RECESSED 36 CENTIMETERS
 HZ2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2244+STABILITY: SURFACE MOTION
 HZ2244
 HZ2244  HISTORY     - Date     Condition        Report By
 HZ2244  HISTORY     - 1882     MONUMENTED       CGS
 HZ2244  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2244  HISTORY     - 1935     GOOD             CGS
 HZ2244  HISTORY     - 1947     GOOD             CGS
 HZ2244  HISTORY     - 1950     SEE DESCRIPTION  CGS
 HZ2244  HISTORY     - 1953     GOOD             CGS
 HZ2244  HISTORY     - 1970     GOOD             NGS
 HZ2244
 HZ2244                          STATION DESCRIPTION
 HZ2244
 HZ2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1882
 HZ2244'SOUTH-SOUTHWEST OF BRIDGEPORT AND SOUTHEAST OF ELIZABETH, IN THE NW
 HZ2244'1/4 SW-1/4 SEC. 11, T. 5 S.,R. 5 E., ON LAND BELONGING TO J.
 HZ2244'POTTS. STATION IS MARKED BY A GRANITE POST 2.8 FEET LONG, DRESSED TO
 HZ2244'4 INCHES SQUARE AT THE TOP, AND MARKED WITH A CROSS AND THE
 HZ2244'LETTERS U.S.C.G.S. THE UNDERGROUND MARK IS A GLASS BOTTLE FILLED WITH
 HZ2244'ASHES, ABOUT 3.1 FEET BELOW THE GROUND. FOUR HARD-BURNED
 HZ2244'BRICKS, EACH MARKED WITH AN ARROW POINTING TOWARD THE STATION, ARE
 HZ2244'2.3 FEET BELOW THE GROUND AND 2.5 FEET FROM THE STATION NORTH,
 HZ2244'EAST, SOUTH AND WEST MAGNETIC, RESPECTIVELY. THE STATION IS
 HZ2244'SURROUNDED BY A CONCENTRIC RING OF CHARCOAL 1 FOOT WIDE, 0.9 FOOT
 HZ2244'DEEP AND 8.4 FEET IN DIAMETER, ABOUT 2 FEET BELOW THE SURFACE
 HZ2244'OF THE GROUND. THE FOLLOWING DISTANCES AND MAGNETIC BEARINGS ARE FROM
 HZ2244'THE STATION, CHESTNUT TREE, 28.7 METERS, NORTH 66 DEG. 50 MIN.
 HZ2244'EAST, NEAREST CORNER OF BARN, 53.2 METERS SOUTH 31 DEG 12 MIN. EAST,
 HZ2244'NEAREST CORNER OF DWELLING, 39.7 METERS, LIGHTINING ROD ON
 HZ2244'DWELLING, NORTH 87 DEG. 09 MIN. WEST, NEAREST CORNER OF SMALL
 HZ2244'SHED, 22.5 METERS.
 HZ2244
 HZ2244                          STATION RECOVERY (1933)
 HZ2244
 HZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2244'STATION IS ABOUT 6 MILES SOUTH-SOUTHWEST OF LOCUST POINT NAMED
 HZ2244'BRIDGEPORT IN OLD DESCRIPTION, 3 MILES SOUTHEAST OF ELIZABETH,
 HZ2244'AND 1-3/4 MILES WEST OF THE OHIO RIVER, ON LAND OWNED AND OPERATED BY
 HZ2244'ISSAC LEFFLER. THE MARK IS AT THE NORTH EDGE OF THE GARDEN, 125
 HZ2244'FEET OF THE LEFFLER HOUSE, 58 FEET WEST OF THE EAST GARDEN FENCE, 14
 HZ2244'FEET EAST OF AN OLD APPLE TREE, AND 4 FEET NORTH OF THE STUMP
 HZ2244'OF A 14-INCH PEACH TREE.
 HZ2244'
 HZ2244'TO REACH FROM LOCUST POINT, FOLLOW THE ROAD DOWN THE VALLEY ALONG THE
 HZ2244'FOOT OF THE BLUFFS 5.5 MILES, TURN RIGHT UP A DRAW, GO 0.2 MILE,
 HZ2244'TAKE LEFT FORK, GO 0.15 MILE, TAKE RIGHT FORK, GO 1-1/4 MILES, TAKE
 HZ2244'LEFT FORK 100 YARDS TO DRIVEWAY IN TO THE LEFFLER HOUSE
 HZ2244'AND THE STATION.
 HZ2244'
 HZ2244'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS 1933 ARE STANDARD
 HZ2244'BRONZE DISKS SET IN CONCRETE.
 HZ2244'
 HZ2244'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, IN THE FENCE
 HZ2244'AT THE SOUTH EDGE OF THE GARDEN, 20 FEET SOUTH OF A 16-INCH
 HZ2244'CRABAPPLE TREE, AND PROJECTS 7 INCHES, REFERENCE MARK NO. 2 1933 IS
 HZ2244'NORTHWEST OF THE STATION, AT THE NORTHWEST CORNER OF THE
 HZ2244'GARDEN PLOT, 10 FEET EAST OF A LARGE APPLE TREE, AND PROJECTS 10
 HZ2244'INCHES.
 HZ2244'
 HZ2244'THE AZIMUTH MARK 1933 IS NORTH OF STATION, 75 FEET EAST OF ROAD
 HZ2244'LEADING DOWN TO RIVER, AT SOUTHWEST CORNER OF OLD UNOCCUPIED
 HZ2244'HOUSE, THE FIRST TO THE NORTH, AND PROJECTS 3 INCHES.
 HZ2244'
 HZ2244'77-FOOT TOWER.
 HZ2244
 HZ2244                          STATION RECOVERY (1935)
 HZ2244
 HZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2244'THE ORIGINAL MARKING HAS BEEN SUPPLANTED BY STANDARD DISKS PUT IN IN
 HZ2244'1933. A TALL STUMP OF THE CHESTNUT STILL STANDS.  THE SMALL SHED
 HZ2244'STILL STANDS. THE HOUSE AND BARN HAVE BEEN REBUILT AND REFERENCE TO
 HZ2244'THESE DOES NOT NOW APPLY. OTHER DETAILS OF DESCRIPTION APPLY.
 HZ2244'
 HZ2244'TO REACH FROM ELIZABETH, A SMALL TOWN ON STATE HIGHWAY 33, GO ABOUT
 HZ2244'1.75 MILES SOUTH FROM CROSS ROAD IN ELIZABETH, ON STONE PIKE TO A
 HZ2244'CROSS ROAD WHERE A NEWLY STONED ROAD RUNS EAST, THEN EAST 2.4 MILES
 HZ2244'TO AN ANGULAR T-ROAD INTERSECTION. THE ISAAC LEFFLER
 HZ2244'HOUSE AND GARDEN IS ON THE HILL ABOUT 100 YARDS SOUTH OF THIS
 HZ2244'INTERSECTION. THE STATION IS IN THE GARDEN ABOUT 25 YARDS
 HZ2244'EAST OF THE HOUSE ON LAND OWNED BY ISAAC LEFFLER.
 HZ2244
 HZ2244                          STATION RECOVERY (1947)
 HZ2244
 HZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2244'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO ADDITIONAL
 HZ2244'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND
 HZ2244'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2244'THESE MARKS WERE SET IN 1933 TO
 HZ2244'SUPPLANT THE ORIGINAL MARKS. THE ORIGINAL DESCRIPTION IS NO LONGER
 HZ2244'ADEQUATE, BUT THE 1933 DESCRIPTION IS ADEQUATE. A VARIATION OF
 HZ2244'ABOUT 1 DEGREE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1,
 HZ2244'OTHERWISE THE DIRECTIONS AND DISTANCES TO THE MARKS CHECKED
 HZ2244'FAIRLY CLOSELY. A COMPLETE DESCRIPTION FOLLOWS-
 HZ2244'
 HZ2244'STATION IS ABOUT 3 MILES SOUTHEAST OF ELIZABETH, IN THE NORTH SIDE OF
 HZ2244'A GARDEN LOT OWNED BY ISAAC LEFFLER, ABOUT 40 YARDS NORTHEAST OF
 HZ2244'THE LEFFLER FARMHOUSE, 91 FEET EAST OF THE WEST GARDEN FENCE, AND 33
 HZ2244'FEET SOUTH OF THE NORTH GARDEN FENCE. THE MARK PROJECTS 8
 HZ2244'INCHES, AND THE DISK IS STAMPED POTTS 1880 1882 1933.
 HZ2244'
 HZ2244'REFERENCE MARK NO. 1 IS 74.21 FEET SOUTHWEST OF THE STATION AND 1
 HZ2244'FOOT NORTH OF SOUTH GARDEN FENCE. THE MARK PROJECTS 6 INCHES, AND
 HZ2244'THE DISK IS STAMPED POTTS NO 1 1933.
 HZ2244'
 HZ2244'REFERENCE MARK NO. 2 IS 93.70 FEET NORTH-NORTHWEST OF THE STATION AND
 HZ2244'1 FOOT EAST OF THE WEST GARDEN FENCE. THE MARK PROJECTS 6 INCHES,
 HZ2244'AND THE DISK IS STAMPED POTTS NO. 2 1933.
 HZ2244'
 HZ2244'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION AND 1 FOOT WEST OF
 HZ2244'THE SOUTHWEST CORNER OF A WHITE FARMHOUSE. THE MARK PROJECTS 6
 HZ2244'INCHES, AND THE DISK IS STAMPED POTTS AZIMUTH 1933.
 HZ2244'
 HZ2244'TO REACH FROM THE RIGHT-ANGLE TURN IN STATE HIGHWAY 11 IN ELIZABETH,
 HZ2244'GO SOUTH ON THE HIGHWAY FOR 1.7 MILES TO A CROSS ROAD, TURN LEFT
 HZ2244'AND GO EAST 2.6 MILES TO A ROAD FORK, TURN SHARP RIGHT AND GO 0.05
 HZ2244'MILE TO A FARMHOUSE ENTRANCE LANE ON LEFT, TURN LEFT AND GO UP
 HZ2244'SMALL HILL ABOUT 50 YARDS TO LEFFLER FARMHOUSE AND STATION ON LEFT.
 HZ2244'
 HZ2244'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HZ2244
 HZ2244                          STATION RECOVERY (1950)
 HZ2244
 HZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HZ2244'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTIONS. SURFACE
 HZ2244'STATION, AZIMUTH AND REFERENCE MARKS WHICH WERE SET IN 1933 WERE
 HZ2244'IN GOOD CONDITION. AT THE PROPERTY OWNERS REQUEST THE STATION MARK
 HZ2244'WAS LOWERED BUT NO STANDARD UNDERGROUND MARK FOUND, HOWEVER
 HZ2244'THE BOTTLE USED AS THE UNDERGROUND MARK IN 1880 WAS FOUND BUT WAS
 HZ2244'BROKEN. A NEW UNDERGROUND AND STATION MARK WAS SET BY THIS
 HZ2244'PARTY. A COMPLETE NEW DESCRIPTION FOLLOWS.
 HZ2244'
 HZ2244'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELIZABETH ON PROPERTY
 HZ2244'OWNED BY MR. HAROLD DORTON. IT IS 60 FEET NORTHWEST OF A
 HZ2244'FENCE LINE AND 33 FEET SOUTHWEST OF A FENCE LINE. THE MARK IS ABOUT
 HZ2244'14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HZ2244'POTTS 1880 1950.
 HZ2244'
 HZ2244'REFERENCE MARK NO. 1 IS 74.22 FEET SOUTHWEST OF THE STATION. IT IS 2
 HZ2244'FEET NORTH OF A FENCE LINE AND 3 FEET NORTHWEST OF A WHITE
 HZ2244'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPD
 HZ2244'POTTS NO 1 1933.
 HZ2244'
 HZ2244'REFERENCE MARK NO. 2 IS 93.69 FEET NORTHWEST OF THE STATION. IT IS
 HZ2244'1.5 FEET SOUTH OF A FENCE CORNER. THE MARK PROJECTS ABOUT
 HZ2244'8 INCHES AND THE DISK IS STAMPED POTTS NO 2 1933.
 HZ2244'
 HZ2244'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION. IT IS 2 FEET
 HZ2244'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE MARK PROJECTS
 HZ2244'ABOUT 6 INCHES AND THE DISK IS A REFERENCE MARK DISK STAMPED POTTS
 HZ2244'AZIMUTH 1933.
 HZ2244'
 HZ2244'TO REACH THE STATION FROM THE POINT WHERE STATE HIGHWAY 11 MAKES A
 HZ2244'RIGHT ANGLE SOUT-EAST TURN IN ELIZABETH, GO SOUTH ON HIGHWAY 11
 HZ2244'FOR 1.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON GRAVEL ROAD
 HZ2244'FOR 2.6 MILES TO A FORK- SEE NOTE- TURN SHARP RIGHT AND GO 0.05
 HZ2244'MILE TO A FARM LANE LEFT, TURN LEFT INTO FARM AND GO IN A NORTHERLY
 HZ2244'DIRECTION TO TOP OF HILL AT BACK OF HOUSE AND STATION AS
 HZ2244'DESCRIBED.
 HZ2244'
 HZ2244'NOTE- TO REACH THE AZIMUTH MARK FROM THIS POINT TAKE LEFT FORK FOR
 HZ2244'0.2 MILE TO A HOUSE ON THE RIGHT AND THE MARK AT THE CORNER OF
 HZ2244'HOUSE AS DESCRIBED.
 HZ2244'
 HZ2244'HEIGHT OF LIGHT ABOVE STATION MRK - 26 METERS.
 HZ2244
 HZ2244                          STATION RECOVERY (1953)
 HZ2244
 HZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EAD)
 HZ2244'THE STATION WAS VISITED AND ALL MARKS FOUND AS DESCRIBED IN 1950. ALL
 HZ2244'THE MARKS WERE FOUND IN GOOD CONDITION. THE 1950 DESCRIPTION
 HZ2244'IS ADEQUATE. THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF MR.
 HZ2244'JOHN M. STEINER WHO PLANS TO DO ADDITIONAL BUILDING AT THE SITE
 HZ2244'OF THE MARK. A NEW AZIMUTH MARK WAS NOT ESTABLISHED. THE OLD AZIMUTH
 HZ2244'MARK WAS NOT VISIBLE FROM THE GROUND. THE STATION SITS IN A
 HZ2244'SMALL CLEARING ON THE TOP OF A HILL AND WAS IMPOSSIBLE TO SEE OUT IN
 HZ2244'ANY DIRECTION.THE AZIMUTH MARK DISK WAS RECLAIMED.
 HZ2244
 HZ2244                          STATION RECOVERY (1970)
 HZ2244
 HZ2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2244'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HZ2244'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED
 HZ2244'DESTROYED IN 1953 AND THERE IS NO SUITABLE PLACE TO SET A NEW
 HZ2244'AZIMUTH MARK.  A DIFFERENCE OF 0.049 METER TO REFERENCE MARK 2
 HZ2244'WAS NOTED AND VERIFIED.  THE DISTANCE TO REFERENCE MARK 1 AND
 HZ2244'THE DIRECTION TO THE REFERENCE MARKS COMPARED WITH 1950
 HZ2244'OBSERVATIONS.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 HZ2244'DESCRIPTION FOLLOWS.
 HZ2244'
 HZ2244'THE STATION IS ABOUT 3 MILES SOUTHEAST OF ELIZABETH, 3 MILES
 HZ2244'NORTHEAST OF BUENA VISTA, 2 MILES WEST OF THE OHIO RIVER, AND
 HZ2244'IN THE NORTH EDGE OF A GARDEN LOT BEHIND THE RESIDENCE OF
 HZ2244'MR. HAROLD DORTON, OWNER.
 HZ2244'
 HZ2244'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH, GO
 HZ2244'SOUTH ON STATE HIGHWAY 11 FOR 1.65 MILES TO A CROSSROAD.  TURN
 HZ2244'LEFT AND GO EAST ON GRAVELED ROAD FOR 2.5 MILES TO A REVERSE
 HZ2244'Y INTERSECTION.  TURN SHARP RIGHT FOR 0.05 MILE TO A DRIVEWAY
 HZ2244'ON THE LEFT.  TURN LEFT ON DRIVEWAY TO TOP OF RISE AND HOUSE ON
 HZ2244'THE LEFT.  PASS THROUGH WIRE GATE THAT IS STRAIGHT AHEAD OF
 HZ2244'DRIVEWAY AND GO AROUND EAST END OF GARDEN TO THE NORTH SIDE AND
 HZ2244'THE STATION.
 HZ2244'
 HZ2244'THE STATION MARK IS A STANDARD DISK STAMPED POTTS 1880 1950, SET
 HZ2244'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND IS 10
 HZ2244'INCHES BELOW THE GROUND LEVEL.  IT IS 56.4 FEET WEST OF FENCE
 HZ2244'CORNER AT NORTHEAST CORNER OF THE GARDEN, 5.0 FEET SOUTH OF
 HZ2244'FENCE, AND 4.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 HZ2244'WITH SIGN ATTACHED.
 HZ2244'
 HZ2244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED POTTS NO 1 1933,
 HZ2244'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 HZ2244'PROJECTS 4 INCHES ABOVE THE GROUND LEVEL.  IT IS 78 FEET SOUTH
 HZ2244'OF THE METAL WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 HZ2244'
 HZ2244'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POTTS NO 2 1933,
 HZ2244'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 HZ2244'PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.  IT IS 90.5 FEET
 HZ2244'NORTHWEST OF THE METAL WITNESS POST AND 30.2 FEET NORTH OF A
 HZ2244'FENCE.
 HZ2244'
 HZ2244'NO MEASUREMENT COULD BE MADE BETWEEN THE REFERENCE MARKS BECAUSE
 HZ2244'OF THE GARDEN AND TERRAIN.
 HZ2244'
 HZ2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HZ2244'3 MILES SOUTHEAST OF ELIZABETH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3293 ***********************************************************************
 JZ3293  DESIGNATION -  POWELL
 JZ3293  PID         -  JZ3293
 JZ3293  STATE/COUNTY-  IN/UNION
 JZ3293  COUNTRY     -  US
 JZ3293  USGS QUAD   -  BROWNSVILLE (2019)
 JZ3293
 JZ3293                         *CURRENT SURVEY CONTROL
 JZ3293  ______________________________________________________________________
 JZ3293* NAD 83(1997) POSITION- 39 37 30.92472(N) 085 00 59.67814(W)   ADJUSTED
 JZ3293* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 JZ3293  ______________________________________________________________________
 JZ3293  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 JZ3293  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 JZ3293  HORZ ORDER      -  FIRST
 JZ3293
 JZ3293.The horizontal coordinates were established by classical geodetic methods
 JZ3293.and adjusted by the National Geodetic Survey in May 1999.
 JZ3293
 JZ3293.The orthometric height was scaled from a topographic map.
 JZ3293
 JZ3293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3293.GEOID18 height accuracy estimate available here.
 JZ3293
 JZ3293.Click photographs - Photos may exist for this station.
 JZ3293
 JZ3293.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3293
 JZ3293. The following values were computed from the NAD 83(1997) position.
 JZ3293
 JZ3293;                    North         East     Units Scale Factor Converg.
 JZ3293;SPC IN E     -   486,112.852   155,814.279   MT  1.00000501   +0 24 52.6
 JZ3293;SPC IN E     - 1,594,855.25    511,200.68   sFT  1.00000501   +0 24 52.6
 JZ3293;UTM  16      - 4,388,045.324   670,232.647   MT  0.99995679   +1 15 54.9
 JZ3293
 JZ3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3293!SPC IN E     -   0.99995419  x   1.00000501  =   0.99995920
 JZ3293!UTM  16      -   0.99995419  x   0.99995679  =   0.99991099
 JZ3293
 JZ3293:                Primary Azimuth Mark                     Grid Az
 JZ3293:SPC IN E     -  POWELL AZ MK                             298 26 39.0
 JZ3293:UTM  16      -  POWELL AZ MK                             297 35 36.7
 JZ3293
 JZ3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7023288045(NAD 83)
 JZ3293
 JZ3293|---------------------------------------------------------------------|
 JZ3293| PID    Reference Object                     Distance      Geod. Az  |
 JZ3293|                                                           dddmmss.s |
 JZ3293| JZ3284 RICHMOND STATE HOSPITAL STACK       APPROX.25.0 KM 0180633.2 |
 JZ3293| JZ3288 RICHMOND THE CROSLEY CORP TANK      APPROX.26.9 KM 0202549.6 |
 JZ3293| JZ3289 RICHMOND GYMNASIUM DOME             APPROX.24.0 KM 0241224.2 |
 JZ3293| CC9936 POWELL RM 2                          24.779 METERS 04127     |
 JZ3293| CC9935 POWELL RM 1                          28.123 METERS 16539     |
 JZ3293| JZ3298 CONNERSVILLE ST GABRIEL CH          APPROX.10.7 KM 2824225.2 |
 JZ3293| JZ3297 CONNERSVILLE NORRIS MFG STK         APPROX.10.9 KM 2845953.8 |
 JZ3293| CC9934 POWELL AZ MK                                       2985131.6 |
 JZ3293| JZ3292 DUBLIN MUNICIPAL TANK               APPROX.26.5 KM 3214635.9 |
 JZ3293|---------------------------------------------------------------------|
 JZ3293
 JZ3293                          SUPERSEDED SURVEY CONTROL
 JZ3293
 JZ3293  NAD 83(1995)-  39 37 30.92519(N)    085 00 59.68123(W) AD(       ) 1
 JZ3293  NAD 83(1986)-  39 37 30.93065(N)    085 00 59.68951(W) AD(       ) 1
 JZ3293  NAD 27      -  39 37 30.75100(N)    085 00 59.82800(W) AD(       ) 1
 JZ3293
 JZ3293.Superseded values are not recommended for survey control.
 JZ3293
 JZ3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3293.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3293
 JZ3293_MARKER: DS = TRIANGULATION STATION DISK
 JZ3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3293_STAMPING: POWELL 1939
 JZ3293_MARK LOGO: CGS
 JZ3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3293+STABILITY: SURFACE MOTION
 JZ3293
 JZ3293  HISTORY     - Date     Condition        Report By
 JZ3293  HISTORY     - 1939     MONUMENTED       CGS
 JZ3293  HISTORY     - 1940     GOOD             SCS
 JZ3293
 JZ3293                          STATION DESCRIPTION
 JZ3293
 JZ3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3293'THE STATION IS LOCATED ABOUT 4.5 MILES W OF LIBERTY, 6.5 MILES E OF
 JZ3293'CONNERSVILLE ON PROPERTY OWNED BY MR. THOMAS E.  POWELL. THE
 JZ3293'MARK, WHICH IS 14 INCHES BELOW GROUND LEVEL, IS 39 FEET W OF THE
 JZ3293'CENTER LINE OF A GRAVEL ROAD, 24.1 FEET WSW OF A STANDARD
 JZ3293'REFERENCE POST WHICH IS IN THE FENCE ROW. THE STATION IS IN A
 JZ3293'CULTIVATED FIELD, ON THE TOP OF A RIDGE WHICH SLOPES TO A
 JZ3293'SMALL GULLY TO THE NW.
 JZ3293'
 JZ3293'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JZ3293'BRONZE DISKS SET IN CONCRETE.
 JZ3293'
 JZ3293'REFERENCE MARK NO.1 IS SSE OF THE STATION IN THE FENCE ROW, 1.5 FEET
 JZ3293'WOF THE FENCE, 14 FEET W OF THE CENTER LINE OF THE ROAD.
 JZ3293'
 JZ3293'REFERENCE MARK NO.2 IS NE OF THE STATION, 16 FEET E OF THE CENTER
 JZ3293'LINE OF THE ROAD, 1 FOOT E OF A WIRE FENCE, 3.5 FEET S OF A
 JZ3293'FENCE POST, ON THE N SLOPE OF THE HILL.
 JZ3293'
 JZ3293'THE AZIMUTH MARK IS APPROXIMATELY 1.4 MILES AIR-LINE WNW OF THE
 JZ3293'STATION, 20 FEET S OF THE S EDGE OF THE CONCRETE PAVEMENT ON
 JZ3293'INDIANA STATE HIGHWAY 44, 1 FOOT N OF THE WIRE FENCE WHICH IS THE N
 JZ3293'LINE OF PROPERTY OWNED BY MR.J.N. SHAW, AND 75 FEET W
 JZ3293'OF TELEPHONE POLE NUMBER 151.
 JZ3293'
 JZ3293'TO REACH THE AZIMUTH FROM THE STATION GO N ON GRAVEL ROAD 0.4 MILE TO
 JZ3293'STATE HIGHWAY 44, TURN LEFT AND GO 1.3 MILES TO AZIMUTH ON LEFT.
 JZ3293'
 JZ3293'TO REACH THE STATION FROM THE INTERSECTION OF E FIFTH STREET AND
 JZ3293'EASTERN AVENUE IN CONNERSVILLE, GO E ON INDIANA STATE HIGHWAY
 JZ3293'44, E FIFTH STREET, FOR 5.35 MILES TO AZIMUTH ON RIGHT, CONTINUE E
 JZ3293'1.3 MILES TO GRAVEL CROSS ROAD, TURN RIGHT AND GO S 0.4 MILE
 JZ3293'TO TOP OF A HILL AND STATION ON RIGHT.
 JZ3293'
 JZ3293'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 JZ3293
 JZ3293                          STATION RECOVERY (1940)
 JZ3293
 JZ3293'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940 (JA)
 JZ3293'LETTER OF MR. JOSEPH ANDREWS, S.C.S., WASHINGTON, D.C., DATED DEC. 5,
 JZ3293'1940.
 JZ3293'
 JZ3293'STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK
 JZ3293'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4010 ***********************************************************************
 DM4010  PACS        -  This is a Primary Airport Control Station.
 DM4010  DESIGNATION -  PPO A
 DM4010  PID         -  DM4010
 DM4010  STATE/COUNTY-  IN/LA PORTE
 DM4010  COUNTRY     -  US
 DM4010  USGS QUAD   -  LAPORTE EAST (2019)
 DM4010
 DM4010                         *CURRENT SURVEY CONTROL
 DM4010  ______________________________________________________________________
 DM4010* NAD 83(2011) POSITION- 41 34 21.85210(N) 086 44 10.98370(W)   ADJUSTED
 DM4010* NAD 83(2011) ELLIP HT-   210.666 (meters)        (06/27/12)   ADJUSTED
 DM4010* NAD 83(2011) EPOCH   -  2010.00
 DM4010* NAVD 88 ORTHO HEIGHT -   244.55  (meters)      802.3   (feet) GPS OBS
 DM4010  ______________________________________________________________________
 DM4010  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4010  GEOID HEIGHT    -        -33.863 (meters)                     GEOID09
 DM4010  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 DM4010  NAD 83(2011) X  -    272,056.081 (meters)                     COMP
 DM4010  NAD 83(2011) Y  - -4,771,028.524 (meters)                     COMP
 DM4010  NAD 83(2011) Z  -  4,210,359.051 (meters)                     COMP
 DM4010  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DM4010
 DM4010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4010  Standards:
 DM4010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4010  -------------------------------------------------------------------
 DM4010  NETWORK    0.38   1.00           0.17   0.14   0.51     -0.08106197
 DM4010  -------------------------------------------------------------------
 DM4010  Click here for local accuracies and other accuracy information.
 DM4010
 DM4010.This mark is at La Porte Municipal Airport  (PPO)
 DM4010
 DM4010.The horizontal coordinates were established by GPS observations
 DM4010.and adjusted by the National Geodetic Survey in June 2012.
 DM4010
 DM4010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4010.been affixed to the stable North American tectonic plate. See 
 DM4010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4010
 DM4010.The horizontal coordinates are valid at the epoch date displayed above
 DM4010.which is a decimal equivalence of Year/Month/Day.
 DM4010
 DM4010.The orthometric height was determined by GPS observations and a
 DM4010.high-resolution geoid model.
 DM4010
 DM4010.GPS derived orthometric heights for airport stations designated as
 DM4010.PACS or SACS are published to 2 decimal places.  This maintains
 DM4010.centimeter relative accuracy between the PACS and SACS.  It does
 DM4010.not indicate centimeter accuracy relative to other marks which are
 DM4010.part of the published vertical control network.
 DM4010
 DM4010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4010.GEOID18 height accuracy estimate available here.
 DM4010
 DM4010.Click photographs - Photos may exist for this station.
 DM4010
 DM4010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4010
 DM4010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4010
 DM4010.The ellipsoidal height was determined by GPS observations
 DM4010.and is referenced to NAD 83.
 DM4010
 DM4010. The following values were computed from the NAD 83(2011) position.
 DM4010
 DM4010;                    North         East     Units Scale Factor Converg.
 DM4010;SPC IN W     -   702,222.032   928,935.529   MT  0.99997697   +0 13 48.8
 DM4010;SPC IN W     - 2,303,873.45  3,047,682.65   sFT  0.99997697   +0 13 48.8
 DM4010;UTM  16      - 4,602,372.990   521,977.464   MT  0.99960594   +0 10 29.7
 DM4010
 DM4010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4010!SPC IN W     -   0.99996696  x   0.99997697  =   0.99994393
 DM4010!UTM  16      -   0.99996696  x   0.99960594  =   0.99957291
 DM4010
 DM4010:                Primary Azimuth Mark                     Grid Az
 DM4010:SPC IN W     -  LAPPORT                                  047 21 36.6
 DM4010:UTM  16      -  LAPPORT                                  047 24 55.7
 DM4010
 DM4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2197702372(NAD 83)
 DM4010
 DM4010|---------------------------------------------------------------------|
 DM4010| PID    Reference Object                     Distance      Geod. Az  |
 DM4010|                                                           dddmmss.s |
 DM4010| ME3218 LAPPORT                             451.819 METERS 0473525.4 |
 DM4010|---------------------------------------------------------------------|
 DM4010
 DM4010                          SUPERSEDED SURVEY CONTROL
 DM4010
 DM4010  NAD 83(2007)-  41 34 21.85230(N)    086 44 10.98455(W) AD(2002.00) B
 DM4010  ELLIP H (10/27/10)  210.676  (m)                       GP(2002.00) 1 1
 DM4010
 DM4010.Superseded values are not recommended for survey control.
 DM4010
 DM4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4010.See file dsdata.pdf to determine how the superseded data were derived.
 DM4010
 DM4010_MARKER: F = FLANGE-ENCASED ROD
 DM4010_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4010_STAMPING: PPO A
 DM4010_MARK LOGO: WOOLPT
 DM4010_PROJECTION: FLUSH
 DM4010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4010+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 DM4010_ROD/PIPE-DEPTH: 30.5 meters
 DM4010_SLEEVE-DEPTH  : 1 meters
 DM4010
 DM4010  HISTORY     - Date     Condition        Report By
 DM4010  HISTORY     - 20090619 MONUMENTED       WOOLPT
 DM4010  HISTORY     - 20230228 GOOD             LFA
 DM4010
 DM4010                          STATION DESCRIPTION
 DM4010
 DM4010'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4010'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF SPRINGVILLE,
 DM4010'7.0 MI (11.3 KM) WEST OF STILLWELL AND 6.8 MI (10.9 KM)
 DM4010'NORTH-NORTHWEST OF KINGSFORD HEIGHTS.  ABOUT MID FIELD OF THE LA PORTE
 DM4010'MUNICIPAL AIRPORT.  OWNERSHIP--LA PORTE AIRPORT AUTHORITY, 2341 STATE
 DM4010'ROAD 39S, LA PORT, IN 46350.  PHONE 219.324.3393.  PLEASE CALL AIRPORT
 DM4010'MANAGER 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE MARK.
 DM4010'
 DM4010'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 35 (INDIANA
 DM4010'AVENUE) WITH STATE HIGHWAYS 2 AND 39 (LINCOLNWAY), NEAR THE CENTER OF
 DM4010'LA PORTE, GO SOUTHWEST, SOUTH AND SOUTHWEST 1.3 MI (2.1 KM) ON
 DM4010'HIGHWAYS 2 AND 39 TO WHERE HIGHWAY 2 CONTINUES SOUTHWEST AND HIGHWAY
 DM4010'39 (LONGWOOD DR) VEERS SOUTH.  TURN LEFT AND GO SOUTH 1.95 MI (3.1 KM)
 DM4010'ON HIGHWAY 39 TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT
 DM4010'AND GO 0.10 MI (0.2 KM) ON ENTRANCE DRIVE TO THE MAIN TERMINAL AND
 DM4010'GATE.  FROM THE GATE PROCEED EASTERLY 0.05 MI (0.1 KM) CROSSING TARMAC
 DM4010'TO TAXIWAY A1.  TURN LEFT AND GO NORTHEAST 0.1 MI (0.2 KM) TO THE
 DM4010'STATION ON THE LEFT.  THE STATION IS THE PUNCH-MARK ON TOP OF A
 DM4010'9/16-INCH (1.4 CM) STAINLESS STEEL ROD DRIVEN TO THE REFUSAL DEPTH OF
 DM4010'30.5 M (100.1 FT) ENCASED BY A 1 M (3.3 FT) LONG GREASED-FILLED FINNED
 DM4010'PLASTIC SLEEVE AND SURROUNDED BY A 30 CM (12 INCH) CONCRETE COLLAR
 DM4010'WITH A STANDARD NATIONAL GEODETIC SURVEY ALUMINUM ACCESS COVER STAMPED
 DM4010'--PPO A-- SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY
 DM4010'PAVEMENT.
 DM4010'
 DM4010'THE STATION IS 73.7 FT (22.5 M) SOUTH-SOUTHEAST OF THE METAL BASE OF
 DM4010'THE MIDFIELD WIND SOCK, 176.8 FT (53.9 M) WEST-NORTHWEST OF THE
 DM4010'CENTERLINE OF TAXIWAY A1 AND 346.7 FT (105.7 M) NORTH-NORTHEAST OF THE
 DM4010'NORTHEAST EDGE OF TARMAC.
 DM4010'
 DM4010'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DM4010'STATION.
 DM4010
 DM4010                          STATION RECOVERY (2023)
 DM4010
 DM4010'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 DM4010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4047 ***********************************************************************
 DM4047  SACS        -  This is a Secondary Airport Control Station.
 DM4047  DESIGNATION -  PPO B
 DM4047  PID         -  DM4047
 DM4047  STATE/COUNTY-  IN/LA PORTE
 DM4047  COUNTRY     -  US
 DM4047  USGS QUAD   -  LAPORTE EAST (2019)
 DM4047
 DM4047                         *CURRENT SURVEY CONTROL
 DM4047  ______________________________________________________________________
 DM4047* NAD 83(2011) POSITION- 41 33 57.58772(N) 086 44 18.05534(W)   ADJUSTED
 DM4047* NAD 83(2011) ELLIP HT-   208.838 (meters)        (06/27/12)   ADJUSTED
 DM4047* NAD 83(2011) EPOCH   -  2010.00
 DM4047* NAVD 88 ORTHO HEIGHT -   242.72  (meters)      796.3   (feet) GPS OBS
 DM4047  ______________________________________________________________________
 DM4047  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4047  GEOID HEIGHT    -        -33.862 (meters)                     GEOID09
 DM4047  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 DM4047  NAD 83(2011) X  -    271,920.693 (meters)                     COMP
 DM4047  NAD 83(2011) Y  - -4,771,532.403 (meters)                     COMP
 DM4047  NAD 83(2011) Z  -  4,209,797.761 (meters)                     COMP
 DM4047  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 DM4047
 DM4047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4047  Standards:
 DM4047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4047  -------------------------------------------------------------------
 DM4047  NETWORK    0.68   1.02           0.29   0.26   0.52     -0.15953139
 DM4047  -------------------------------------------------------------------
 DM4047  Click here for local accuracies and other accuracy information.
 DM4047
 DM4047.This mark is at La Porte Municipal Airport  (PPO)
 DM4047
 DM4047.The horizontal coordinates were established by GPS observations
 DM4047.and adjusted by the National Geodetic Survey in June 2012.
 DM4047
 DM4047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4047.been affixed to the stable North American tectonic plate. See 
 DM4047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4047
 DM4047.The horizontal coordinates are valid at the epoch date displayed above
 DM4047.which is a decimal equivalence of Year/Month/Day.
 DM4047
 DM4047.The orthometric height was determined by GPS observations and a
 DM4047.high-resolution geoid model.
 DM4047
 DM4047.GPS derived orthometric heights for airport stations designated as
 DM4047.PACS or SACS are published to 2 decimal places.  This maintains
 DM4047.centimeter relative accuracy between the PACS and SACS.  It does
 DM4047.not indicate centimeter accuracy relative to other marks which are
 DM4047.part of the published vertical control network.
 DM4047
 DM4047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4047.GEOID18 height accuracy estimate available here.
 DM4047
 DM4047.Click photographs - Photos may exist for this station.
 DM4047
 DM4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4047
 DM4047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4047
 DM4047.The ellipsoidal height was determined by GPS observations
 DM4047.and is referenced to NAD 83.
 DM4047
 DM4047. The following values were computed from the NAD 83(2011) position.
 DM4047
 DM4047;                    North         East     Units Scale Factor Converg.
 DM4047;SPC IN W     -   701,472.809   928,774.694   MT  0.99997685   +0 13 44.0
 DM4047;SPC IN W     - 2,301,415.37  3,047,154.98   sFT  0.99997685   +0 13 44.0
 DM4047;UTM  16      - 4,601,624.201   521,815.966   MT  0.99960586   +0 10 25.0
 DM4047
 DM4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4047!SPC IN W     -   0.99996724  x   0.99997685  =   0.99994410
 DM4047!UTM  16      -   0.99996724  x   0.99960586  =   0.99957312
 DM4047
 DM4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2181501624(NAD 83)
 DM4047
 DM4047                          SUPERSEDED SURVEY CONTROL
 DM4047
 DM4047  NAD 83(2007)-  41 33 57.58790(N)    086 44 18.05619(W) AD(2002.00) 1
 DM4047  ELLIP H (10/27/10)  208.849  (m)                       GP(2002.00) 4 2
 DM4047
 DM4047.Superseded values are not recommended for survey control.
 DM4047
 DM4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4047.See file dsdata.pdf to determine how the superseded data were derived.
 DM4047
 DM4047_MARKER: DD = SURVEY DISK
 DM4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4047_STAMPING: PPO B 2009
 DM4047_MARK LOGO: WOOLPT
 DM4047_PROJECTION: FLUSH
 DM4047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4047+STABILITY: SURFACE MOTION
 DM4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4047+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4047
 DM4047  HISTORY     - Date     Condition        Report By
 DM4047  HISTORY     - 20090617 MONUMENTED       WOOLPT
 DM4047
 DM4047                          STATION DESCRIPTION
 DM4047
 DM4047'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4047'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF HAMLET, 7.1 MI
 DM4047'(11.4 KM) WEST OF STILLWELL AND 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 DM4047'KINGSFORD HEIGHTS.  LOCATED NEAR THE SOUTH END OF THE LA PORTE
 DM4047'MUNICIPAL AIRPORT.  OWNERSHIP--LA PORTE AIRPORT AUTHORITY.  2341 STATE
 DM4047'ROAD 39S, LA PORTE, IN 46350.  PHONE 219.324.3393.  PLEASE CALL 24
 DM4047'HOURS IN ADVANCE TO GAIN ACCESS TO THE MARK.
 DM4047'
 DM4047'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 35 (INDIANA
 DM4047'AVENUE) WITH STATE HIGHWAYS 2 AND 39 (LINCOLNWAY), NEAR THE CENTER OF
 DM4047'LA PORTE, GO SOUTHWEST, SOUTH AND SOUTHWEST 1.3 MI (2.1 KM) ON
 DM4047'HIGHWAYS 2 AND 39 TO WHERE HIGHWAY 2 CONTINUES SOUTHWEST AND HIGHWAY
 DM4047'39 (LONGWOOD DR) VEERS SOUTH.  TURN LEFT AND GO SOUTH 1.95 MI (3.1 KM)
 DM4047'ON HIGHWAY 39 TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT
 DM4047'AND GO 0.10 MI (0.2 KM) ON ENTRANCE DRIVE TO THE MAIN TERMINAL AND
 DM4047'GATE.  FROM THE GATE PROCEED 0.05 MI (0.1 KM) CROSSING TARMAC TO
 DM4047'TAXIWAY A.  TURN RIGHT AND GO SOUTH-SOUTHWEST 0.35 MI (0.6 KM) ON
 DM4047'TAXIWAY A TO THE STATION AND THE END OF RUNWAY ON THE LEFT.  THE
 DM4047'STATION IS A STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY DISK
 DM4047'MARKER STAMPED --PPO B 2009-- SET INTO THE TOP OF A 12-INCH (30 CM)
 DM4047'DIAMETER 5 FT (1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE GROUND
 DM4047'AND ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4047'
 DM4047'THE STATION IS 27.4 FT (8.4 M) NORTHEAST OF THE EAST CORNER OF A
 DM4047'CONCRETE BASE FOR A RUNWAY/TAXIWAY SIGN, 69.1 FT (21.1 M) NORTHEAST OF
 DM4047'THE CENTERLINE OF TAXIWAY A1 AND 199.3 FT (60.7 M) WEST-NORTHWEST OF
 DM4047'THE WESTERN EDGE OF RUNWAY.
 DM4047'
 DM4047'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4047'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2513 ***********************************************************************
 LB2513  DESIGNATION -  PRAIRIE
 LB2513  PID         -  LB2513
 LB2513  STATE/COUNTY-  IN/HAMILTON
 LB2513  COUNTRY     -  US
 LB2513  USGS QUAD   -  NOBLESVILLE (2019)
 LB2513
 LB2513                         *CURRENT SURVEY CONTROL
 LB2513  ______________________________________________________________________
 LB2513* NAD 83(1997) POSITION- 40 05 27.58088(N) 086 01 12.37612(W)   ADJUSTED
 LB2513* NAVD 88 ORTHO HEIGHT -   248.76  (+/-2cm)      816.1   (feet) VERTCON3
 LB2513  ______________________________________________________________________
 LB2513  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 LB2513  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 LB2513  HORZ ORDER      -  SECOND
 LB2513  VERT ORDER      -  THIRD ? (See Below)
 LB2513
 LB2513.The horizontal coordinates were established by classical geodetic methods
 LB2513.and adjusted by the National Geodetic Survey in May 1999.
 LB2513
 LB2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2513
 LB2513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2513.GEOID18 height accuracy estimate available here.
 LB2513
 LB2513.The vertical order pertains to the NGVD 29 superseded value.
 LB2513
 LB2513.Click photographs - Photos may exist for this station.
 LB2513
 LB2513.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2513
 LB2513. The following values were computed from the NAD 83(1997) position.
 LB2513
 LB2513;                    North         East     Units Scale Factor Converg.
 LB2513;SPC IN E     -   537,680.810    69,859.654   MT  0.99997785   -0 13 39.4
 LB2513;SPC IN E     - 1,764,041.12    229,197.88   sFT  0.99997785   -0 13 39.4
 LB2513;UTM  16      - 4,438,316.860   583,533.159   MT  0.99968590   +0 37 51.9
 LB2513
 LB2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2513!SPC IN E     -   0.99996633  x   0.99997785  =   0.99994418
 LB2513!UTM  16      -   0.99996633  x   0.99968590  =   0.99965224
 LB2513
 LB2513:                Primary Azimuth Mark                     Grid Az
 LB2513:SPC IN E     -  HENRY                                    006 45 40.9
 LB2513:UTM  16      -  HENRY                                    005 54 09.6
 LB2513
 LB2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8353338316(NAD 83)
 LB2513
 LB2513|---------------------------------------------------------------------|
 LB2513| PID    Reference Object                     Distance      Geod. Az  |
 LB2513|                                                           dddmmss.s |
 LB2513| LB2502 HENRY                               APPROX. 3.8 KM 0063201.5 |
 LB2513| CC9937 PRAIRIE RM                            3.060 METERS 27013     |
 LB2513|---------------------------------------------------------------------|
 LB2513
 LB2513                          SUPERSEDED SURVEY CONTROL
 LB2513
 LB2513  NAD 83(1986)-  40 05 27.56890(N)    086 01 12.38623(W) AD(       ) 2
 LB2513  NAD 27      -  40 05 27.44500(N)    086 01 12.44300(W) AD(       ) 2
 LB2513  USSD        -  40 05 27.47900(N)    086 01 12.24100(W) AD(       ) 3
 LB2513  NGVD 29             248.89   (m)          816.6    (f) LEVELING    3  
 LB2513
 LB2513.Superseded values are not recommended for survey control.
 LB2513
 LB2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2513.See file dsdata.pdf to determine how the superseded data were derived.
 LB2513
 LB2513_MARKER: DS = TRIANGULATION STATION DISK
 LB2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2513_STAMPING: PRAIRIE 1920
 LB2513_MARK LOGO: CGS
 LB2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2513+STABILITY: SURFACE MOTION
 LB2513
 LB2513  HISTORY     - Date     Condition        Report By
 LB2513  HISTORY     - 1920     MONUMENTED       CGS
 LB2513  HISTORY     - 1934     GOOD             INGS
 LB2513  HISTORY     - 1970     GOOD             LOCENG
 LB2513  HISTORY     - 1981     GOOD             NGS
 LB2513
 LB2513                          STATION DESCRIPTION
 LB2513
 LB2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2513'THE STATION IS ABOUT 2-1/2 MILES S OF CICERO, ON THE W SIDE OF THE
 LB2513'LAKE ERIE AND WESTERN RAILROAD TRACK, ABOUT 10 TELEGRAPH POLES N OF
 LB2513'SEMAPHORE SIGNAL M 25, WHICH IS NEAR WHERE THE LAKE ERIE AND
 LB2513'WESTERN RAILROAD IS CROSSED BY THE WAGON ROAD, LEADING W FROM THE
 LB2513'FOX PRAIRIE STATION ON THE NEARBY TRACTION LINE.  THE RESIDENCE OF
 LB2513'HENRY HEINZMAN IS ABOUT 80 YARDS SE OF THE STATION AND THE W RAIL IS
 LB2513'3.67 METERS (12.04 FEET) DISTANT FROM THE STATION.
 LB2513'
 LB2513'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2513'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE W SIDE OF
 LB2513'THE RIGHT-OF-WAY, 3.06 METERS (10.04 FEET) FROM THE STATION
 LB2513'S 90 DEG 13 MIN W.
 LB2513
 LB2513                          STATION RECOVERY (1934)
 LB2513
 LB2513'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2513'STATION RECOVERED.
 LB2513
 LB2513                          STATION RECOVERY (1970)
 LB2513
 LB2513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LHL)
 LB2513'PRAIRIE 1920 STATION MARK REFERENCE MARK IN GOOD CONDITION.
 LB2513'
 LB2513'REVISED DESCRIPTION-THE STATION IS ABOUT 2-1/2 MILES SOUTH OF
 LB2513'CICERO, ON THE W. SIDE OF THE NORFOLK WESTERN RAILROAD TRACK, 1311
 LB2513'FEET NORTH OF THE CENTERLINE OF 206TH ST. CROSSING, 15 FEET SOUTH
 LB2513'OF A CONCRETE WHISTLE POST.  STATION IS 12.04 FEET W. OF W
 LB2513'RAIL-REMAINDER OF DESCRIPTION O. K.
 LB2513
 LB2513                          STATION RECOVERY (1981)
 LB2513
 LB2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2513'PRAIRIE 1920 IN GOOD CONDITION-FLUSH.
 LB2513'PRAIRIE 1920-RM IN GOOD CONDITION PROJ 6 INCHES 1-1/2 FEET E OF W
 LB2513'ROW FENCELINE.
 LB2513'
 LB2513'FROM INT. SR. 32 AND 19 N GO N ON 19 3.0 MILES TO CROSS RD. THENCE
 LB2513'W. 3.0 MILE TO TRACKS AND STA. NORTH.  SEMAPHORE BASE IN ORIG.
 LB2513'DESCRIPTION IS 33 FEET N OF CENTERLINE RD.  STA. MK. IS 12 FEET W
 LB2513'OF W RAIL.  14 FEET S OF WHISTLE BOARD.  19 FEET S OF TELEGRAPH POLE
 LB2513'WHICH IS ON E SIDE OF TRACKS.  NOTE--WITNESS POST IS RAIL IRON.
 LB2513'
 LB2513'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH OF CICERO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1790 ***********************************************************************
 KA1790  FBN         -  This is a Federal Base Network Control Station.
 KA1790  DESIGNATION -  PRAIRIE CITY
 KA1790  PID         -  KA1790
 KA1790  STATE/COUNTY-  IN/CLAY
 KA1790  COUNTRY     -  US
 KA1790  USGS QUAD   -  STAUNTON (2019)
 KA1790
 KA1790                         *CURRENT SURVEY CONTROL
 KA1790  ______________________________________________________________________
 KA1790* NAD 83(2011) POSITION- 39 26 45.83332(N) 087 07 33.31767(W)   ADJUSTED
 KA1790* NAD 83(2011) ELLIP HT-   156.956 (meters)        (06/27/12)   ADJUSTED
 KA1790* NAD 83(2011) EPOCH   -  2010.00
 KA1790* NAVD 88 ORTHO HEIGHT -   189.9   (meters)      623.    (feet) GPS OBS
 KA1790  ______________________________________________________________________
 KA1790  NAVD 88 orthometric height was determined with geoid model    GEOID03
 KA1790  GEOID HEIGHT    -        -32.872 (meters)                     GEOID03
 KA1790  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA1790  NAD 83(2011) X  -    247,302.604 (meters)                     COMP
 KA1790  NAD 83(2011) Y  - -4,925,929.927 (meters)                     COMP
 KA1790  NAD 83(2011) Z  -  4,030,780.862 (meters)                     COMP
 KA1790  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 KA1790
 KA1790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1790  Standards:
 KA1790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1790  -------------------------------------------------------------------
 KA1790  NETWORK    1.10   2.12           0.49   0.40   1.08     -0.06498714
 KA1790  -------------------------------------------------------------------
 KA1790  Click here for local accuracies and other accuracy information.
 KA1790
 KA1790.The horizontal coordinates were established by GPS observations
 KA1790.and adjusted by the National Geodetic Survey in June 2012.
 KA1790
 KA1790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1790.been affixed to the stable North American tectonic plate. See 
 KA1790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1790
 KA1790.The horizontal coordinates are valid at the epoch date displayed above
 KA1790.which is a decimal equivalence of Year/Month/Day.
 KA1790
 KA1790.The orthometric height was determined by GPS observations and a
 KA1790.high-resolution geoid model.
 KA1790
 KA1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1790.GEOID18 height accuracy estimate available here.
 KA1790
 KA1790.Click photographs - Photos may exist for this station.
 KA1790
 KA1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1790
 KA1790.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1790
 KA1790.The ellipsoidal height was determined by GPS observations
 KA1790.and is referenced to NAD 83.
 KA1790
 KA1790. The following values were computed from the NAD 83(2011) position.
 KA1790
 KA1790;                    North         East     Units Scale Factor Converg.
 KA1790;SPC IN W     -   466,017.507   896,334.132   MT  0.99996683   -0 01 37.4
 KA1790;SPC IN W     - 1,528,925.77  2,940,722.90   sFT  0.99996683   -0 01 37.4
 KA1790;UTM  16      - 4,366,286.339   489,165.023   MT  0.99960145   -0 04 48.0
 KA1790
 KA1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1790!SPC IN W     -   0.99997538  x   0.99996683  =   0.99994221
 KA1790!UTM  16      -   0.99997538  x   0.99960145  =   0.99957684
 KA1790
 KA1790:                Primary Azimuth Mark                     Grid Az
 KA1790:SPC IN W     -  PRAIRIE CITY AZ MK                       271 43 50.0
 KA1790:UTM  16      -  PRAIRIE CITY AZ MK                       271 47 00.6
 KA1790
 KA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8916566286(NAD 83)
 KA1790
 KA1790|---------------------------------------------------------------------|
 KA1790| PID    Reference Object                     Distance      Geod. Az  |
 KA1790|                                                           dddmmss.s |
 KA1790| CM4397 PRAIRIE CITY RM 1                    48.975 METERS 18723     |
 KA1790| AH9790 PRAIRIE CITY AZ MK                                 2714212.6 |
 KA1790| CM4398 PRAIRIE CITY RM 2                    25.438 METERS 31714     |
 KA1790|---------------------------------------------------------------------|
 KA1790
 KA1790                          SUPERSEDED SURVEY CONTROL
 KA1790
 KA1790  NAD 83(2007)-  39 26 45.83342(N)    087 07 33.31849(W) AD(2002.00) 0
 KA1790  ELLIP H (02/10/07)  156.972  (m)                       GP(2002.00)    
 KA1790  NAD 83(1997)-  39 26 45.83338(N)    087 07 33.31848(W) AD(       ) A
 KA1790  ELLIP H (01/19/05)  156.980  (m)                       GP(       ) 4 1
 KA1790  NAD 83(1997)-  39 26 45.83096(N)    087 07 33.31770(W) AD(       ) 3
 KA1790  NAD 83(1986)-  39 26 45.83583(N)    087 07 33.31078(W) AD(       ) 3
 KA1790  NAD 27      -  39 26 45.69520(N)    087 07 33.24930(W) AD(       ) 3
 KA1790
 KA1790.Superseded values are not recommended for survey control.
 KA1790
 KA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1790.See file dsdata.pdf to determine how the superseded data were derived.
 KA1790
 KA1790_MARKER: DS = TRIANGULATION STATION DISK
 KA1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1790_STAMPING: PRAIRIE CITY 1947
 KA1790_MARK LOGO: CGS
 KA1790_PROJECTION: FLUSH
 KA1790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1790+STABILITY: SURFACE MOTION
 KA1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1790+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 KA1790
 KA1790  HISTORY     - Date     Condition        Report By
 KA1790  HISTORY     - 1947     MONUMENTED       CGS
 KA1790  HISTORY     - 1982     GOOD             LOCENG
 KA1790  HISTORY     - 19840321 GOOD             NGS
 KA1790  HISTORY     - 20030625 GOOD             INDOT
 KA1790
 KA1790                          STATION DESCRIPTION
 KA1790
 KA1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1790'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF BRAZIL AND 0.75 MILE
 KA1790'WEST OF THE SMALL COMMUNITY OF PRAIRIE CITY ON THE RIGHT-OF-WAYS
 KA1790'OF STATE HIGHWAYS 59 AND 42. IT IS 134.80 FEET NORTHEAST OF THE
 KA1790'INTERSECTION OF THE CENTERLINE OF THE HIGHWAYS, 106 FEET EAST OF
 KA1790'THE CENTERLINE OF HIGHWAY 59, 82 FEET NORTH OF THE CENTERLINE OF
 KA1790'HIGHWAY 42, AND 17 FEET SOUTH OF A FENCE. THE MARK IS FLUSH
 KA1790'WITH THE GROUND, AND THE DISK IS STAMPED PRAIRIE CITY 1947.
 KA1790'
 KA1790'REFERENCE MARK NO. 1 IS 160.68 FEET SOUTH OF THE STATION 94 FEET
 KA1790'EAST OF THE CENTERLINE OF HIGHWAY 59, 78 FEET SOUTH OF THE
 KA1790'CENTERLINE OF HIGHWAY 42, AND 15 FEET NORTH OF A CULTIVATED FIELD.
 KA1790'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1790'PRAIRIE CITY NO 1 1947.
 KA1790'
 KA1790'REFERENCE MARK NO. 2 IS 83.46 FEET NORTHWEST OF THE STATION, 59 FEET
 KA1790'EAST OF THE CENTERLINE OF HIGHWAY 59, 44 FEET SOUTH-SOUTHEAST
 KA1790'OF A FENCE CORNER, AND 17 FEET SOUTH OF THE FENCE. THE MARK IS FLUSH
 KA1790'WITH THE GROUND AND THE DISK IS STAMPED PRAIRIE CITY NO 2 1947.
 KA1790'
 KA1790'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 16 FEET NORTH OF
 KA1790'THE CENTERLINE OF HIGHWAY 42, 6 FEET SOUTH OF A GUY-POST FOR A
 KA1790'POWER LINE, 4 FEET EAST OF A 4-INCH CONCRETE POST, AND 2.5 FEET EAST
 KA1790'OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK
 KA1790'IS STAMPED PRAIRIE CITY 1947.
 KA1790'
 KA1790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1790'HIGHWAY 59 IN BRAZIL, GO SOUTH ON HIGHWAY 59 FOR 5.5 MILES TO THE
 KA1790'INTERSECTION OF STATE HIGHWAYS 59 AND 42 AND THE STATION ON THE LEFT.
 KA1790'
 KA1790'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 42 FOR
 KA1790'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KA1790'
 KA1790'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1790
 KA1790                          STATION RECOVERY (1982)
 KA1790
 KA1790'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CRF)
 KA1790'PRAIRIE CITY 1947 RECOVERED IN GOOD CONDITION- 111.7 FEET WEST TO
 KA1790'CENTERLINE HWY. 59 82.0 FEET SOUTH TO CENTERLINE HWY. 42 FLUSH
 KA1790'WITH GROUND.
 KA1790'
 KA1790'R.M. NO.1 INSIDE 15 INCHES 0 CONC. BELL PIPE - 20 INCHES BELOW
 KA1790'GROUND.  78.5 FEET N TO CENTERLINE HWY. 42 - 92.0 FEET W TO
 KA1790'CENTERLINE HWY. 59 - 80.4 FEET S 50 W TO PWP.
 KA1790'
 KA1790'R.M. NO.2 2 INCHES BELOW GROUND - 55.3 FEET W TO CENTERLINE HWY.
 KA1790'59-35.2 FEET N TO PWP 851 7044 48.0 INCHES N 20 W TO SE COR. CONC.
 KA1790'BASE OF ALUMINUM LIGHT POST.
 KA1790'
 KA1790'PRAIRIE CITY AZIMUTH PROJECTS 6 INCHES - 7 FEET N10W TO BRACE WIRE
 KA1790'POLE - 4.5 FEET W TO REMAINS OF CONC. POST - 38.0 FEET S TO PWP
 KA1790'IG/24 - 16.0 FEET S TO CENTERLINE HWY. 42.
 KA1790'
 KA1790'STATION ON INDIANA STATE HIGHWAY RIGHT-OF-WAY.
 KA1790'
 KA1790'DISTANCE BETWEEN PRAIRIE CITY STATION AND AZIMUTH - 2742.32 FT.
 KA1790'
 KA1790'DISTANCE AND DIRECTION FROM NEAREST TOWN--PRAIRIE CITY 0.75
 KA1790'MILE EAST.
 KA1790
 KA1790                          STATION RECOVERY (1984)
 KA1790
 KA1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KA1790'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KA1790'CONDITION.  THE DISTANCES AND DIRECTION TO BOTH REFERENCE MARKS
 KA1790'CHECKED THE OLD DATA.  THE AZIMUTH MARK WAS RECOVERED 2 INCHES BELOW
 KA1790'GROUND.  THE AREA AROUND THIS MONUMENT WAS DUG DOWN THIS 2 INCHES AND
 KA1790'GRAVEL WAS SPREAD AROUND THE MONUMENT MAKING 1 FLUSH WITH THE GROUND.
 KA1790'THE DISTANCE WAS MEASURED TO THE AZIMUTH MARK AT THIS TIME. THE TO
 KA1790'REACH FOR THIS STATION IS ADEQUATE.  THE STATION IS A STANDARD NGS
 KA1790'DISK STAMPED,---PRAIRIE CITY 1947---, SET INTO THE TOP OF A SQUARE
 KA1790'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 KA1790'THE STATION IS LOCATED, 34.046 METERS (111.699 FT) EAST FROM THE
 KA1790'CENTERLINE OF STATE HIGHWAY 59, 24.994 METERS (82.001 FT) NORTH FROM
 KA1790'THE CENTERLINE OF STATE HIGHWAY 42, 18.898 METERS (62.001 FT)
 KA1790'NORTHEAST FROM A UTILITY POLE, 27.432 METERS (90.000 FT) NORTHWEST
 KA1790'FROM A UTILITY POLE, 25.908 METERS (85.000 FT) WEST FROM A GUARD RAIL
 KA1790'AND 0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST. REFERENCE MARK
 KA1790'NO 1 IS A STANDARD NGS DISK STAMPED,---PRAIRIE CITY NO 1 1947---, SET
 KA1790'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KA1790'DIAMETER, RECESSED, 20 INCHES, 55 CM BELOW THE GROUND.  THE STATION IS
 KA1790'LOCATED 28.042 METERS (92.001 FT) EAST FROM THE CENTERLINE OF HIGHWAY
 KA1790'59, 23.317 METERS (76.499 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 42,
 KA1790'7.925 METERS (26.001 FT) NORTHWEST FROM A UTILITY POLE WITH STREET
 KA1790'LAMP ATOP, AND 12.497 METERS (41.001 FT) SOUTH-SOUTHEAST FROM A LAMP
 KA1790'POST WITH STREET LAMP ATOP, AND 0.6 METERS (2.0 FT) LOWER THAN THE
 KA1790'STATION.  NOTE, THIS MONUMENT IS INCASED IN THE CENTER OF A 15 INCH
 KA1790'CONCRETE PIPE AND IS 20 INCHES BELOW GROUND.  REFERENCE MARK 2 IS A
 KA1790'STANDARD NGS DISK STAMPED,---PRAIRIE CITY NO 2 1947---, SET INTO THE
 KA1790'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 KA1790'RECESSED, 2 INCHES, (6 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 KA1790'16.916 METERS (55.499 FT) EAST FROM THE CENTERLINE OF HIGHWAY 59,
 KA1790'10.729 METERS (35.200 FT) SOUTH FROM A UTILITY POLE 11.765 METERS
 KA1790'(38.599 FT) SOUTHWEST FROM THE WEST ONE OF TWO SUPPORT POLES FOR A LK
 KA1790'FAMILY RESTAURANT SIGN, AND 0.6 METERS (2.0 FT) HIGHER THAN THE
 KA1790'STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED,---PRAIRIE
 KA1790'CITY 1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 KA1790'INCHES (30 CM) IN DIAMETER, PROJECTING, 2 INCHES (6 CM) ABOVE THE
 KA1790'GROUND.  THE STATION IS LOCATED 11.582 METERS (37.999 FT) NORTH FROM A
 KA1790'UTILITY POLE NUMBER 1 G 24, 4.572 METERS (15.000 FT) NORTH FROM THE
 KA1790'CENTERLINE OF HIGHWAY 42, 2.134 METERS (7.001 FT) SOUTH-SOUTHEAST FROM
 KA1790'A GUY WIRE POLE FOR UTILITY POLE NUMBER 1 G 24 AND 1.219 METERS (3.999
 KA1790'FT) SOUTH SOUTHEAST FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 KA1790'FROM THE STATION GO WEST ON STATE HIGHWAY 42 FOR 0.5 MILES (0.8 KM) TO
 KA1790'A SIDE ROAD LEFT LEADING TO A FARM HOUSE AND THE MARK ON RIGHT AS
 KA1790'DESCRIBED.
 KA1790
 KA1790                          STATION RECOVERY (2003)
 KA1790
 KA1790'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 KA1790'THE STATION IS LOCATED IN JACKSON TOWNSHIP, 173.32 FT NORTHEAST FROM
 KA1790'THE SOUTHWEST  CORNER OF SECTION 30, T 12 N, R 6 W OF THE 2ND
 KA1790'PRINCIPAL MERIDIAN, 5.4 MI SOUTH OF BRAZIL, 10.0  MI EAST-NORTHEAST OF
 KA1790'RILEY AND 7.25 MI NORTHWEST OF BOWLING GREEN.  OWNERSHIP--INDOT,
 KA1790'CONTACT HENRY ALDRIDGE, INDIANA DEPARTMENT OF TRANSPORTATION, 100
 KA1790'NORTH SENATE  AVENUE, ROOM N642 IGCN, INDIANAPOLIS, IN 46204, PHONE
 KA1790'317-232-6764.
 KA1790'
 KA1790'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70
 KA1790'(MM23) AND STATE  ROAD 59, GO SOUTH ON ROAD 59 FOR 0.2 MI TO THE
 KA1790'INTERSECTION OF STATE ROAD 42 AND THE  STATION IN THE NORTHEAST
 KA1790'QUADRANT.
 KA1790'
 KA1790'THE STATION IS FLUSH WITH GROUND.  LOCATED 20.04 FT SOUTHWEST FROM THE
 KA1790'EDGE OF  CONCRETE DRIVE, 78.8 FT WEST-NORTHWEST FROM THE FACE OF A 20
 KA1790'INCH DIAMETER STEEL SIGN  POST (PILOT GAS PRICE SIGN), 39.1 FT
 KA1790'SOUTH-SOUTHEAST FROM THE FACE OF CONCRETE BASE OF  LIGHT POLE, 112.18
 KA1790'FT EAST OF THE CENTERLINE OF ROAD 59 AND 82.22 FT NORTH OF THE
 KA1790'CENTERLINE OF ROAD 42.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2407 ***********************************************************************
 LA2407  DESIGNATION -  PREBLE
 LA2407  PID         -  LA2407
 LA2407  STATE/COUNTY-  IN/ADAMS
 LA2407  COUNTRY     -  US
 LA2407  USGS QUAD   -  DECATUR (2019)
 LA2407
 LA2407                         *CURRENT SURVEY CONTROL
 LA2407  ______________________________________________________________________
 LA2407* NAD 83(1997) POSITION- 40 50 00.13123(N) 084 59 46.25408(W)   ADJUSTED
 LA2407* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LA2407  ______________________________________________________________________
 LA2407  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 LA2407  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 LA2407  HORZ ORDER      -  SECOND
 LA2407
 LA2407.The horizontal coordinates were established by classical geodetic methods
 LA2407.and adjusted by the National Geodetic Survey in May 1999.
 LA2407
 LA2407.The orthometric height was scaled from a topographic map.
 LA2407
 LA2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2407.GEOID18 height accuracy estimate available here.
 LA2407
 LA2407.Click photographs - Photos may exist for this station.
 LA2407
 LA2407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2407
 LA2407. The following values were computed from the NAD 83(1997) position.
 LA2407
 LA2407;                    North         East     Units Scale Factor Converg.
 LA2407;SPC IN E     -   620,270.505   156,551.511   MT  1.00000601   +0 26 18.3
 LA2407;SPC IN E     - 2,035,004.15    513,619.42   sFT  1.00000601   +0 26 18.3
 LA2407;UTM  16      - 4,522,191.999   668,952.950   MT  0.99995135   +1 18 37.9
 LA2407
 LA2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2407!SPC IN E     -   0.99996622  x   1.00000601  =   0.99997222
 LA2407!UTM  16      -   0.99996622  x   0.99995135  =   0.99991757
 LA2407
 LA2407:                Primary Azimuth Mark                     Grid Az
 LA2407:SPC IN E     -  PREBLE AZ MK                             359 38 03.8
 LA2407:UTM  16      -  PREBLE AZ MK                             358 45 44.2
 LA2407
 LA2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6895222191(NAD 83)
 LA2407
 LA2407|---------------------------------------------------------------------|
 LA2407| PID    Reference Object                     Distance      Geod. Az  |
 LA2407|                                                           dddmmss.s |
 LA2407| CF3015 PREBLE AZ MK                                       0000422.1 |
 LA2407| CE6420 PREBLE RM 1                          26.513 METERS 11133     |
 LA2407| CE6421 PREBLE RM 2                          24.732 METERS 23534     |
 LA2407| LA1988 ST JOHNS LUTH CHURCH SPIRE          APPROX. 8.8 KM 3543033.2 |
 LA2407|---------------------------------------------------------------------|
 LA2407
 LA2407                          SUPERSEDED SURVEY CONTROL
 LA2407
 LA2407  NAD 83(1995)-  40 50 00.13113(N)    084 59 46.25681(W) AD(       ) 2
 LA2407  NAD 83(1986)-  40 50 00.13347(N)    084 59 46.26932(W) AD(       ) 2
 LA2407  NAD 27      -  40 49 59.95760(N)    084 59 46.38500(W) AD(       ) 2
 LA2407
 LA2407.Superseded values are not recommended for survey control.
 LA2407
 LA2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2407.See file dsdata.pdf to determine how the superseded data were derived.
 LA2407
 LA2407_MARKER: DS = TRIANGULATION STATION DISK
 LA2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2407_STAMPING: PREBLE 1955
 LA2407_MARK LOGO: CGS
 LA2407_PROJECTION: RECESSED 36 CENTIMETERS
 LA2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2407+STABILITY: SURFACE MOTION
 LA2407
 LA2407  HISTORY     - Date     Condition        Report By
 LA2407  HISTORY     - 1955     MONUMENTED       CGS
 LA2407  HISTORY     - 1963     GOOD             CGS
 LA2407
 LA2407                          STATION DESCRIPTION
 LA2407
 LA2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2407'THE STATION IS 10 MILE NORTHEAST OF BLUFFTON, 4 MILES WEST OF DECATUR,
 LA2407'0.9 MILE EAST OF PREBLE, 0.05 MILE NORTH OF U.S. HIGHWAY 224, 47 FEET
 LA2407'WEST OF THE CENTER OF A GRAVEL ROAD, 37.2 FEET NORTHWEST OF A
 LA2407'POWERLINE POLE AND 23.6 FEET NORTH OF THE POWERLINE GUY POLE.
 LA2407'
 LA2407'TO REACH THE STATION FROM THE POST OFFICE IN PREBLE, GO EAST ON U.S.
 LA2407'HIGHWAY 224 FOR 0.9 MILE TO A CROSS ROAD, TURN LEFT AND GO NORTH FOR
 LA2407'0.05 MILE TO THE STATION ON THE LEFT, CONTINUE NORTH FOR 0.8 MILE TO
 LA2407'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2407'
 LA2407'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 LA2407'DISK IS STAMPED PREBLE 1955.
 LA2407'
 LA2407'REFERENCE MARK 1 IS 35 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 19
 LA2407'FEET EAST-SOUTHEAST OF A POWERLINE GUY POLE, 9 FEET SOUTH OF A WIRE
 LA2407'FENCE AND 2 FEET NORTH OF A 4 BY 4 INCHES WHITE WITNESS POST.  THE
 LA2407'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PREBLE NO 1 1955.
 LA2407'
 LA2407'REFERENCE MARK 2 IS 37 FEET EAST-SOUTHEAST OF A TELEGRAPH POLE AND 9
 LA2407'FEET NORTH OF THE EDGE OF THE BANK OF THE RAILROAD TRACK (JUST NORTH
 LA2407'OF THE RAILROAD TRACK).  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LA2407'STAMPED PREBLE NO 2 1955.
 LA2407'
 LA2407'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF A T-JUNCTION 3
 LA2407'FEET EAST OF A POWERLINE POLE AND 2 FEET SOUTHEAST OF A 4 BY 4 INCHES
 LA2407'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2407'STAMPED PREBLE 1955.
 LA2407'
 LA2407'BENCH MARK T 223 IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 LA2407'WHICH IS CEMENTED IN A DRILL HOLE ATOP THE NORTH END OF A CONCRETE
 LA2407'CULVERT ABUTMENT.  IT IS 46 FEET SOUTHEAST OF THE CENTER OF A CROSS
 LA2407'ROAD AND 28 FEET NORTH OF A CONCRETE FENCE CORNER POST.  THE DISK IS
 LA2407'STAMPED T-223 1947.
 LA2407'
 LA2407'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2407
 LA2407                          STATION RECOVERY (1963)
 LA2407
 LA2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2407'ABOUT 1.0 MILES E ALONG NO. 224 U. S. HWY. FROM THE JOGGED CROSSROADS
 LA2407'AT PREBLE POST OFFICE, ABOUT 143 YARDS N OF THE HIGHWAY, 71.9 FEET N
 LA2407'OF N RAIL OF MAIN LINE DOUBLE TRACKS OF ERIE LACAWANNA RAILROAD, 47
 LA2407'FEET W OF CENTER LINE OF GRAVEL ROAD, 37-1/2 FEET NW OF A POWERLINE
 LA2407'POLE, AND 0.9 FOOT UNDERGROUND, STANDARD DISKS ARE STAMPED PREBLE 1955
 LA2407'AND SET IN MARKS.
 LA2407'
 LA2407'REFERENCE STAMPED PREBLE NO 1 1955, PROJECTS 0.2 FOOT, IS 86.98 FEET
 LA2407'OR 26.513 METERS ESE OF STATION, 38.7 FEET N OF N RAIL, 35 FEET E OF
 LA2407'CENTER LINE OF ROAD, 9.5 FEET S OF R.R. R/W FENCE, AND 19 FEET ESE OF
 LA2407'POWERLINE GUY POLE.
 LA2407'
 LA2407'REFERENCE STAMPED PREBLE NO 2 1955, PROJECTS 0.3 FOOT, IS 81.14 FEET
 LA2407'OR 24.732 METERS SW OF STATION, 114 FEET W OF CENTER LINE OF ROAD, 37
 LA2407'FEET ESE OF TELEPHONE POLE, AND 27 FEET N OF N RAIL.
 LA2407'
 LA2407'STANDARD COAST SURVEY BENCH MARK STAMPED T 223 IS ABOUT 157 YARDS S OF
 LA2407'STATION, 42 FT. S OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 0.5 FOOT
 LA2407'LOWER THAN SAME, 19 FEET E OF CENTER LINE OF GRAVEL ROAD, SET IN TOP
 LA2407'OF AND 0.9 FOOT SW OF NE END OF V-SHAPED CONCRETE HEADWALL OF 15-INCH
 LA2407'IRON PIPE CULVERT UNDER GRAVEL ROAD.
 LA2407'
 LA2407'AZIMUTH MARK STAMPED PREBLE 1955, PROJECTS 0.3 FOOT, IS ABOUT 0.9 MILE
 LA2407'N OF STATION, 26-1/2 FEET W OF CENTER LINE OF ROAD, 13.5 FEET S OF
 LA2407'CENTER LINE OF GRAVEL DRIVEWAY, 3 FEET E OF POWER POLE, AND 1.6 FEET W
 LA2407'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2143 ***********************************************************************
 LB2143  DESIGNATION -  PRINCE
 LB2143  PID         -  LB2143
 LB2143  STATE/COUNTY-  IN/WHITE
 LB2143  COUNTRY     -  US
 LB2143  USGS QUAD   -  WOLCOTT (2019)
 LB2143
 LB2143                         *CURRENT SURVEY CONTROL
 LB2143  ______________________________________________________________________
 LB2143* NAD 83(1997) POSITION- 40 47 39.53223(N) 087 04 47.57383(W)   ADJUSTED
 LB2143* NAVD 88 ORTHO HEIGHT -   217.33  (+/-2cm)      713.0   (feet) VERTCON3
 LB2143  ______________________________________________________________________
 LB2143  GEOID HEIGHT    -        -33.560 (meters)                     GEOID18
 LB2143  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 LB2143  HORZ ORDER      -  THIRD
 LB2143  VERT ORDER      -  THIRD ? (See Below)
 LB2143
 LB2143.The horizontal coordinates were established by classical geodetic methods
 LB2143.and adjusted by the National Geodetic Survey in May 1999.
 LB2143
 LB2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2143
 LB2143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2143.GEOID18 height accuracy estimate available here.
 LB2143
 LB2143.The vertical order pertains to the NGVD 29 superseded value.
 LB2143
 LB2143.Click photographs - Photos may exist for this station.
 LB2143
 LB2143.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2143
 LB2143. The following values were computed from the NAD 83(1997) position.
 LB2143
 LB2143;                    North         East     Units Scale Factor Converg.
 LB2143;SPC IN W     -   615,717.194   900,291.302   MT  0.99996667   +0 00 08.1
 LB2143;SPC IN W     - 2,020,065.49  2,953,705.71   sFT  0.99996667   +0 00 08.1
 LB2143;UTM  16      - 4,515,927.499   493,260.992   MT  0.99960056   -0 03 07.9
 LB2143
 LB2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2143!SPC IN W     -   0.99997117  x   0.99996667  =   0.99993785
 LB2143!UTM  16      -   0.99997117  x   0.99960056  =   0.99957175
 LB2143
 LB2143:                Primary Azimuth Mark                     Grid Az
 LB2143:SPC IN W     -  PRINCE AZ MK                             185 01 47.5
 LB2143:UTM  16      -  PRINCE AZ MK                             185 05 03.5
 LB2143
 LB2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9326015927(NAD 83)
 LB2143
 LB2143|---------------------------------------------------------------------|
 LB2143| PID    Reference Object                     Distance      Geod. Az  |
 LB2143|                                                           dddmmss.s |
 LB2143| CM4401 PRINCE RM 2                           7.407 METERS 09113     |
 LB2143| LB2141 WOLCOTT MUNICIPAL TANK              APPROX. 5.2 KM 1415635.0 |
 LB2143| CM4399 PRINCE AZ MK                                       1850155.6 |
 LB2143| CM4400 PRINCE RM 1                          10.923 METERS 35644     |
 LB2143|---------------------------------------------------------------------|
 LB2143
 LB2143                          SUPERSEDED SURVEY CONTROL
 LB2143
 LB2143  NAD 83(1986)-  40 47 39.53785(N)    087 04 47.58399(W) AD(       ) 3
 LB2143  NAD 27      -  40 47 39.39330(N)    087 04 47.51240(W) AD(       ) 3
 LB2143  NGVD 29             217.41   (m)          713.3    (f) LEVELING    3  
 LB2143
 LB2143.Superseded values are not recommended for survey control.
 LB2143
 LB2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2143.See file dsdata.pdf to determine how the superseded data were derived.
 LB2143
 LB2143_MARKER: DS = TRIANGULATION STATION DISK
 LB2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2143_STAMPING: PRINCE 1955
 LB2143_MARK LOGO: CGS
 LB2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2143+STABILITY: SURFACE MOTION
 LB2143
 LB2143  HISTORY     - Date     Condition        Report By
 LB2143  HISTORY     - 1955     MONUMENTED       CGS
 LB2143
 LB2143                          STATION DESCRIPTION
 LB2143
 LB2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2143'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 LB2143'PAVED ROAD AND A GRAVEL ROAD ABOUT 4 MILES NORTHEAST OF REMINGTON
 LB2143'AND ABOUT 3 MILES NORTHWEST OF WOLCOTT.  IT IS 173 FEET EAST OF THE
 LB2143'CENTER OF THE INTERSECTION, 33 FEET WEST OF A TELEPHONE POLE,
 LB2143'19 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET
 LB2143'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2143'AND THE DISK IS STAMPED PRINCE 1955.
 LB2143'
 LB2143'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 LB2143'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LB2143'DISK IS STAMPED PRINCE NO 1 1955.
 LB2143'
 LB2143'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE CENTER OF THE ROAD AND
 LB2143'11 FEET WEST OF THE TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK
 LB2143'IS STAMPED PRINCE NO 2 1955.
 LB2143'
 LB2143'AZIMUTH MARK 21 FEET WEST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 LB2143'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 LB2143'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PRINCE 1955.
 LB2143'
 LB2143'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 231 AND 24
 LB2143'IN REMINGTON, GO EAST ON HIGHWAY NOS. 24 AND 231 FOR 3.9 MILES TO A
 LB2143'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.6 MILES
 LB2143'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 LB2143'THE PAVED ROAD FOR 0.35 MILE TO A CROSSROAD AND THE STATION ON
 LB2143'THE RIGHT AS DESCRIBED.
 LB2143'
 LB2143'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2014 ***********************************************************************
 JA2014  DESIGNATION -  PRINCETON COURTHOUSE SPIRE
 JA2014  PID         -  JA2014
 JA2014  STATE/COUNTY-  IN/GIBSON
 JA2014  COUNTRY     -  US
 JA2014  USGS QUAD   -  PRINCETON (2019)
 JA2014
 JA2014                         *CURRENT SURVEY CONTROL
 JA2014  ______________________________________________________________________
 JA2014* NAD 83(1997) POSITION- 38 21 20.62254(N) 087 34 05.27478(W)   ADJUSTED
 JA2014  ______________________________________________________________________
 JA2014  GEOID HEIGHT    -        -31.491 (meters)                     GEOID18
 JA2014  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JA2014  HORZ ORDER      -  THIRD
 JA2014
 JA2014.The horizontal coordinates were established by classical geodetic methods
 JA2014.and adjusted by the National Geodetic Survey in May 1999.
 JA2014
 JA2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2014.GEOID18 height accuracy estimate available here.
 JA2014
 JA2014.Click photographs - Photos may exist for this station.
 JA2014
 JA2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2014
 JA2014. The following values were computed from the NAD 83(1997) position.
 JA2014
 JA2014;                    North         East     Units Scale Factor Converg.
 JA2014;SPC IN W     -   345,089.762   857,626.755   MT  0.99998877   -0 18 03.0
 JA2014;SPC IN W     - 1,132,181.99  2,813,730.45   sFT  0.99998877   -0 18 03.0
 JA2014;UTM  16      - 4,245,437.753   450,361.260   MT  0.99963034   -0 21 09.2
 JA2014
 JA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036145437(NAD 83)
 JA2014
 JA2014                          SUPERSEDED SURVEY CONTROL
 JA2014
 JA2014  NAD 83(1993)-  38 21 20.62959(N)    087 34 05.27493(W) AD(       ) 3
 JA2014  NAD 83(1986)-  38 21 20.63165(N)    087 34 05.27575(W) AD(       ) 3
 JA2014  NAD 27      -  38 21 20.46825(N)    087 34 05.19788(W) AD(       ) 3
 JA2014
 JA2014.Superseded values are not recommended for survey control.
 JA2014
 JA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2014.See file dsdata.pdf to determine how the superseded data were derived.
 JA2014
 JA2014_MARKER: 89 = SPIRE
 JA2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2014+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 JA2014
 JA2014  HISTORY     - Date     Condition        Report By
 JA2014  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2014  HISTORY     - 1968     GOOD             CGS
 JA2014  HISTORY     - 20110205 GOOD             GEOCAC
 JA2014
 JA2014                          STATION DESCRIPTION
 JA2014
 JA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2014'DUE TO NO DESCRIPTION BEING AVAILABLE A COMPLETE DESCRIPTION FOLLOWS.
 JA2014'
 JA2014'STATION IS LOCATED IN THE DOWN TOWN BUSINESS SECTION OF PRINCETON.
 JA2014'
 JA2014'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER ATOP THE
 JA2014'GIBSON COUNTY
 JA2014'COURTHOUSE BUILDING.  THE CLOCK TOWER IS COVERED WITH
 JA2014'GREEN SHINGLES AND THE OVERALL
 JA2014'HEIGHT IS APPROXIMATELY 90 FEET.
 JA2014'
 JA2014'POINT INTERSECTED WAS TOP AND CENTER OF SPIRE.
 JA2014
 JA2014                          STATION RECOVERY (2011)
 JA2014
 JA2014'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA2014'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2015 ***********************************************************************
 JA2015  DESIGNATION -  PRINCETON HEINZ FOOD PLT TANK
 JA2015  PID         -  JA2015
 JA2015  STATE/COUNTY-  IN/GIBSON
 JA2015  COUNTRY     -  US
 JA2015  USGS QUAD   -  PRINCETON (2019)
 JA2015
 JA2015                         *CURRENT SURVEY CONTROL
 JA2015  ______________________________________________________________________
 JA2015* NAD 83(1997) POSITION- 38 20 32.14432(N) 087 34 04.55853(W)   ADJUSTED
 JA2015  ______________________________________________________________________
 JA2015  GEOID HEIGHT    -        -31.481 (meters)                     GEOID18
 JA2015  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 JA2015  HORZ ORDER      -  THIRD
 JA2015
 JA2015.The horizontal coordinates were established by classical geodetic methods
 JA2015.and adjusted by the National Geodetic Survey in May 1999.
 JA2015
 JA2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2015.GEOID18 height accuracy estimate available here.
 JA2015
 JA2015.Click photographs - Photos may exist for this station.
 JA2015
 JA2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2015
 JA2015. The following values were computed from the NAD 83(1997) position.
 JA2015
 JA2015;                    North         East     Units Scale Factor Converg.
 JA2015;SPC IN W     -   343,594.921   857,636.301   MT  0.99998876   -0 18 02.3
 JA2015;SPC IN W     - 1,127,277.67  2,813,761.76   sFT  0.99998876   -0 18 02.3
 JA2015;UTM  16      - 4,243,943.440   450,369.454   MT  0.99963033   -0 21 08.4
 JA2015
 JA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036943943(NAD 83)
 JA2015
 JA2015                          SUPERSEDED SURVEY CONTROL
 JA2015
 JA2015  NAD 83(1993)-  38 20 32.15130(N)    087 34 04.55849(W) AD(       ) 3
 JA2015  NAD 83(1986)-  38 20 32.15343(N)    087 34 04.55955(W) AD(       ) 3
 JA2015  NAD 27      -  38 20 31.98888(N)    087 34 04.48235(W) AD(       ) 3
 JA2015
 JA2015.Superseded values are not recommended for survey control.
 JA2015
 JA2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2015.See file dsdata.pdf to determine how the superseded data were derived.
 JA2015
 JA2015_MARKER: 53 = ELEVATED TANK
 JA2015
 JA2015  HISTORY     - Date     Condition        Report By
 JA2015  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2015  HISTORY     - 1968     GOOD             CGS
 JA2015
 JA2015                          STATION DESCRIPTION
 JA2015
 JA2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2015'DUE TO NO DESCRIPTION BEING AVAILABLE A COMPLETE DESCRIPTION FOLLOWS.
 JA2015'THE PLANT HAS
 JA2015'CHANGED HANDS AND IS NOW OWNED BY CELANESE COATINGS
 JA2015'COMPANY.  AT ONE TIME IT WAS
 JA2015'ALSO OWNED BY DEVOE PAINT COMPANY.
 JA2015'
 JA2015'STATION IS LOCATED 1 MILE SOUTH OF THE COURTHOUSE SQUARE IN
 JA2015'PRINCETON, IS
 JA2015'ABOUT 200 FEET WEST-SOUTHWEST OF THE INTERSECTION OF
 JA2015'SOUTH MAIN AND TENNESSEE STREETS
 JA2015'AND ON NORTH SIDE OF PLANT BUILDINGS.
 JA2015'
 JA2015'THE TANK IS 130 FEET HIGH, IS SUPPORTED BY 4 LEGS, IS PAINTED SILVER
 JA2015'AND HAD DEVOE
 JA2015'PAINT BRUSHES PAINTED IN A YELLOW SQUARE ON THE NORTH
 JA2015'AND SOUTH SIDE OF THE TANK.
 JA2015'
 JA2015'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2013 ***********************************************************************
 JA2013  DESIGNATION -  PRINCETON RAD STA WRAY
 JA2013  PID         -  JA2013
 JA2013  STATE/COUNTY-  IN/GIBSON
 JA2013  COUNTRY     -  US
 JA2013  USGS QUAD   -  PRINCETON (2019)
 JA2013
 JA2013                         *CURRENT SURVEY CONTROL
 JA2013  ______________________________________________________________________
 JA2013* NAD 83(1997) POSITION- 38 21 23.46602(N) 087 35 25.94017(W)   ADJUSTED
 JA2013  ______________________________________________________________________
 JA2013  GEOID HEIGHT    -        -31.464 (meters)                     GEOID18
 JA2013  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 JA2013  HORZ ORDER      -  THIRD
 JA2013
 JA2013.The horizontal coordinates were established by classical geodetic methods
 JA2013.and adjusted by the National Geodetic Survey in May 1999.
 JA2013
 JA2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2013.GEOID18 height accuracy estimate available here.
 JA2013
 JA2013.Click photographs - Photos may exist for this station.
 JA2013
 JA2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2013
 JA2013. The following values were computed from the NAD 83(1997) position.
 JA2013
 JA2013;                    North         East     Units Scale Factor Converg.
 JA2013;SPC IN W     -   345,187.957   855,668.763   MT  0.99999086   -0 18 53.1
 JA2013;SPC IN W     - 1,132,504.16  2,807,306.60   sFT  0.99999086   -0 18 53.1
 JA2013;UTM  16      - 4,245,537.680   448,404.059   MT  0.99963278   -0 21 59.3
 JA2013
 JA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4840445537(NAD 83)
 JA2013
 JA2013                          SUPERSEDED SURVEY CONTROL
 JA2013
 JA2013  NAD 83(1993)-  38 21 23.47277(N)    087 35 25.94098(W) AD(       ) 3
 JA2013  NAD 83(1986)-  38 21 23.47519(N)    087 35 25.94119(W) AD(       ) 3
 JA2013  NAD 27      -  38 21 23.31543(N)    087 35 25.85568(W) AD(       ) 3
 JA2013
 JA2013.Superseded values are not recommended for survey control.
 JA2013
 JA2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2013.See file dsdata.pdf to determine how the superseded data were derived.
 JA2013
 JA2013_MARKER: 42 = RADIO/TV MAST
 JA2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2013+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2013
 JA2013
 JA2013  HISTORY     - Date     Condition        Report By
 JA2013  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2013  HISTORY     - 20130827 GOOD             GEOCAC
 JA2013
 JA2013                          STATION DESCRIPTION
 JA2013
 JA2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2013'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 1.2
 JA2013'MILES WEST OF THE
 JA2013'COURTHOUSE SQUARE IN PRINCETON.  THE MAST IS A
 JA2013'UNIFORM CROSS SECTION STEEL
 JA2013'STRUCTURE SUPPORTED BY GUY WIRES AND
 JA2013'PAINTED IN ALTERNATE SECTIONS OF RED AND
 JA2013'WHITE.  THE MAST HAS A RED
 JA2013'LIGHT AT THE TOP AND THE OVERALL HEIGHT IS 432 FEET.  IT IS
 JA2013'OWNED BY THE
 JA2013'PRINCETON BORADCASTING COMPANY.
 JA2013'
 JA2013'TO REACH FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE IN PRINCETON,
 JA2013'GO WEST ON STATE
 JA2013'HIGHWAY 64 (BROADWAY) FOR 1.2 MILES TO A PAVED
 JA2013'DRIVEWAY RIGHT.  TURN RIGHT AND GO
 JA2013'NORTH ON THE DRIVEWAY FOR 0.05
 JA2013'MILE TO THE BORADCASTING STUDIO AND THE STATION.
 JA2013
 JA2013                          STATION RECOVERY (2013)
 JA2013
 JA2013'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA2013'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2017 ***********************************************************************
 JA2017  DESIGNATION -  PRINCETON SOUTHERN RR SHOPS TK
 JA2017  PID         -  JA2017
 JA2017  STATE/COUNTY-  IN/GIBSON
 JA2017  COUNTRY     -  US
 JA2017  USGS QUAD   -  PRINCETON (2019)
 JA2017
 JA2017                         *CURRENT SURVEY CONTROL
 JA2017  ______________________________________________________________________
 JA2017* NAD 83(1997) POSITION- 38 20 33.99221(N) 087 33 48.63756(W)   ADJUSTED
 JA2017  ______________________________________________________________________
 JA2017  GEOID HEIGHT    -        -31.487 (meters)                     GEOID18
 JA2017  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 JA2017  HORZ ORDER      -  THIRD
 JA2017
 JA2017.The horizontal coordinates were established by classical geodetic methods
 JA2017.and adjusted by the National Geodetic Survey in May 1999.
 JA2017
 JA2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2017.GEOID18 height accuracy estimate available here.
 JA2017
 JA2017.Click photographs - Photos may exist for this station.
 JA2017
 JA2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2017
 JA2017. The following values were computed from the NAD 83(1997) position.
 JA2017
 JA2017;                    North         East     Units Scale Factor Converg.
 JA2017;SPC IN W     -   343,649.878   858,023.213   MT  0.99998836   -0 17 52.4
 JA2017;SPC IN W     - 1,127,457.97  2,815,031.16   sFT  0.99998836   -0 17 52.4
 JA2017;UTM  16      - 4,243,998.028   450,756.277   MT  0.99962986   -0 20 58.5
 JA2017
 JA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5075643998(NAD 83)
 JA2017
 JA2017                          SUPERSEDED SURVEY CONTROL
 JA2017
 JA2017  NAD 83(1993)-  38 20 33.99920(N)    087 33 48.63757(W) AD(       ) 3
 JA2017  NAD 83(1986)-  38 20 34.00131(N)    087 33 48.63858(W) AD(       ) 3
 JA2017  NAD 27      -  38 20 33.83738(N)    087 33 48.56145(W) AD(       ) 3
 JA2017
 JA2017.Superseded values are not recommended for survey control.
 JA2017
 JA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2017.See file dsdata.pdf to determine how the superseded data were derived.
 JA2017
 JA2017_MARKER: 53 = ELEVATED TANK
 JA2017
 JA2017  HISTORY     - Date     Condition        Report By
 JA2017  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2017  HISTORY     - 1968     GOOD             CGS
 JA2017
 JA2017                          STATION DESCRIPTION
 JA2017
 JA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2017'DUE TO NO DESCRIPTION BEING AVAILABLE A COMPLETE DESCRIPTION FOLLOWS.
 JA2017'INFORMATION FROM
 JA2017'THE WATER DEPARTMENT OF PRINCETON STATES, THE WATER
 JA2017'TANK BUILT IN 1929 HAS ALWAYS BEEN
 JA2017'THE MUNICIPAL WATER TANK OF PRINCETON.
 JA2017'
 JA2017'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF THE COURTHOUSE
 JA2017'SQUARE IN THE
 JA2017'BUSINESS SECTION OF PRINCETON AND ABOUT 125 FEET
 JA2017'NORTHEAST OF THE INTERSECTION OF
 JA2017'SOUTH SEMINARY AND EAST TENNESSEE STREETS.
 JA2017'
 JA2017'THE TANK IS 110 FEET HIGH, IS SUPPORTED BY 8 LEGS AND IS PAINTED
 JA2017'BLACK.
 JA2017'
 JA2017'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1131 ***********************************************************************
 JA1131  DESIGNATION -  PRINSTON
 JA1131  PID         -  JA1131
 JA1131  STATE/COUNTY-  IN/GIBSON
 JA1131  COUNTRY     -  US
 JA1131  USGS QUAD   -  PRINCETON (2019)
 JA1131
 JA1131                         *CURRENT SURVEY CONTROL
 JA1131  ______________________________________________________________________
 JA1131* NAD 83(1997) POSITION- 38 21 40.26236(N) 087 34 29.79435(W)   ADJUSTED
 JA1131* NAVD 88 ORTHO HEIGHT -   149.109 (meters)      489.20  (feet) ADJUSTED
 JA1131  ______________________________________________________________________
 JA1131  GEOID HEIGHT    -        -31.487 (meters)                     GEOID18
 JA1131  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 JA1131  DYNAMIC HEIGHT  -        149.010 (meters)      488.88  (feet) COMP
 JA1131  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA1131
 JA1131  HORZ ORDER      -  SECOND
 JA1131  VERT ORDER      -  FIRST     CLASS II
 JA1131
 JA1131.The horizontal coordinates were established by classical geodetic methods
 JA1131.and adjusted by the National Geodetic Survey in May 1999.
 JA1131
 JA1131.The orthometric height was determined by differential leveling and
 JA1131.adjusted by the NATIONAL GEODETIC SURVEY
 JA1131.in June 1991.
 JA1131
 JA1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1131.GEOID18 height accuracy estimate available here.
 JA1131
 JA1131.Click photographs - Photos may exist for this station.
 JA1131
 JA1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1131
 JA1131.The dynamic height is computed by dividing the NAVD 88
 JA1131.geopotential number by the normal gravity value computed on the
 JA1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1131.degrees latitude (g = 980.6199 gals.).
 JA1131
 JA1131.The modeled gravity was interpolated from observed gravity values.
 JA1131
 JA1131. The following values were computed from the NAD 83(1997) position.
 JA1131
 JA1131;                    North         East     Units Scale Factor Converg.
 JA1131;SPC IN W     -   345,698.473   857,034.670   MT  0.99998939   -0 18 18.4
 JA1131;SPC IN W     - 1,134,179.07  2,811,787.91   sFT  0.99998939   -0 18 18.4
 JA1131;UTM  16      - 4,246,046.780   449,769.937   MT  0.99963107   -0 21 24.6
 JA1131
 JA1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1131!SPC IN W     -   0.99998154  x   0.99998939  =   0.99997093
 JA1131!UTM  16      -   0.99998154  x   0.99963107  =   0.99961262
 JA1131
 JA1131:                Primary Azimuth Mark                     Grid Az
 JA1131:SPC IN W     -  ELEVATOR                                 111 56 14.3
 JA1131:UTM  16      -  ELEVATOR                                 111 59 20.5
 JA1131
 JA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4976946046(NAD 83)
 JA1131
 JA1131|---------------------------------------------------------------------|
 JA1131| PID    Reference Object                     Distance      Geod. Az  |
 JA1131|                                                           dddmmss.s |
 JA1131| JA1132 PRINSTON RM 2                        34.570 METERS 02914     |
 JA1131| CG9747 PRINSTON AZ MK                                     0301400.3 |
 JA1131| JA2020 ELEVATOR                            APPROX. 3.3 KM 1113755.9 |
 JA1131| JA2014 PRINCETON COURTHOUSE SPIRE          APPROX. 0.8 KM 1352917.4 |
 JA1131| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX. 2.3 KM 1535607.6 |
 JA1131| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX. 2.2 KM 1634402.6 |
 JA1131| JA2028 HAUBSTADT ST JAMES CATH CH          APPROX.20.4 KM 1803854.2 |
 JA1131| JA2030 FORT BRANCH EMGE PACKING TANK       APPROX.13.1 KM 1832304.8 |
 JA1131| JA2013 PRINCETON RAD STA WRAY              APPROX. 1.5 KM 2491204.9 |
 JA1131| JA1130 PRINSTON RM 1                        33.299 METERS 29319     |
 JA1131| CG9748 PRINSTON RM 3                        92.415 METERS 33238     |
 JA1131|---------------------------------------------------------------------|
 JA1131
 JA1131                          SUPERSEDED SURVEY CONTROL
 JA1131
 JA1131  NAD 83(1993)-  38 21 40.26920(N)    087 34 29.79393(W) AD(       ) 2
 JA1131  NAD 83(1986)-  38 21 40.27146(N)    087 34 29.79536(W) AD(       ) 2
 JA1131  NAD 27      -  38 21 40.10960(N)    087 34 29.71852(W) AD(       ) 2
 JA1131  NGVD 29 (??/??/92)  149.246  (m)          489.65   (f) ADJ UNCH    1 2
 JA1131  NGVD 29             149.25   (m)          489.7    (f) LEVELING    3  
 JA1131
 JA1131.Superseded values are not recommended for survey control.
 JA1131
 JA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1131.See file dsdata.pdf to determine how the superseded data were derived.
 JA1131
 JA1131_MARKER: DS = TRIANGULATION STATION DISK
 JA1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1131_STAMPING: PRINSTON 1934
 JA1131_MARK LOGO: CGS
 JA1131_PROJECTION: FLUSH
 JA1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1131+STABILITY: SURFACE MOTION
 JA1131
 JA1131  HISTORY     - Date     Condition        Report By
 JA1131  HISTORY     - 1934     MONUMENTED       CGS
 JA1131  HISTORY     - 1964     GOOD             CGS
 JA1131  HISTORY     - 1965     GOOD             CGS
 JA1131  HISTORY     - 1965     GOOD             CGS
 JA1131  HISTORY     - 1966     GOOD             CGS
 JA1131  HISTORY     - 1966     GOOD             CGS
 JA1131  HISTORY     - 1967     GOOD             CGS
 JA1131  HISTORY     - 20130827 GOOD             GEOCAC
 JA1131
 JA1131                          STATION DESCRIPTION
 JA1131
 JA1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1131'IN PRINCETON.  STATION IS ON THE LAWN OF THE CITY PARK ON THE
 JA1131'NORTHERLY PART OF A KNOLL ABOUT 8 FEET BELOW THE HIGHEST GROUND, 112.7
 JA1131'FEET NORTH OF THE NORTHEAST CORNER OF THE PAVILION, 82.3 FEET
 JA1131'WEST-NORTHWEST OF METAL STREET LIGHT, 28 FEET WEST OF 10-INCH MAPLE.
 JA1131'MARK IS SET FLUSH WITH THE GROUND.
 JA1131'
 JA1131'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JA1131'SQUARE IN PRINCETON, GO NORTH ON HART STREET FOR 0.3 MILE, TURN LEFT
 JA1131'INTO SPRUCE STREET AND CONTINUE FOR 0.3 MILE TO PARK ENTRANCE ON
 JA1131'RIGHT, AND STATION ABOUT 100 YARDS NORTH.
 JA1131'
 JA1131'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1131'DISKS SET IN CONCRETE.
 JA1131'
 JA1131'REFERENCE MARK NO 1 IS WEST OF STATION ON INSIDE OF CIRCULAR CINDER
 JA1131'DRIVE, 6 FEET EAST OF CENTER LINE OF DRIVE.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF STATION, 165.32 FEET
 JA1131'NORTHEAST OF REFERENCE MARK NO 1, 8 FEET SOUTH OF CENTER LINE OF
 JA1131'CIRCULAR DRIVE, 25 FEET WEST OF SMALL SPRUCE TREE.
 JA1131'
 JA1131'AZIMUTH MARK IS NORTHEAST OF STATION, 2 FEET INSIDE LEFT FIELD FENCE
 JA1131'OF BALL PARK, ABOUT 15 FEET SOUTHWEST OF CORNER OF BOARD FENCE.
 JA1131'
 JA1131'A 103-FOOT TOWER REQUIRED.  HEIGHT OF LIGHT ABOVE STATION MARK - 34
 JA1131'METERS.
 JA1131
 JA1131                          STATION RECOVERY (1964)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1131'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 JA1131'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND DUE
 JA1131'TO ITS BEING COVERED OVER AND CHANGES IN THE FENCE USED AS REFERENCE
 JA1131'POINTS.  THE CARETAKER OF THE PARK STATED THAT THE MARK STILL EXISTS.
 JA1131'
 JA1131'THE ORIGINAL DESCRIPTION IS INADEQUATE, DUE TO CHANGES MADE IN THE
 JA1131'PARK.  A COMPLETE NEW DESCRITPION FOLLOWS-
 JA1131'
 JA1131'THE STATION IS LOCATED IN THE PRINCETON CITY PARK, ON THE NORTH PART
 JA1131'OF A KNOLL AND ABOUT 6 FEET BELOW THE HIGHEST POINT.  IT IS 112 FEET
 JA1131'NORTH OF THE NORTHEAST CORNER OF BUILDING NO 1, 26.8 FEET EAST OF THE
 JA1131'EAST EDGE OF A 36-INCH TILE FILLED WITH CONCRETE, 48 FEET
 JA1131'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED.  THE MARK IS
 JA1131'FLUSH AND THE DISK IS STAMPED PRINSTON 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 1 IS IN THE ROW OF GUARD RAIL POSTS ON THE INSIDE OF
 JA1131'A CIRCULAR DRIVE, 58.5 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING
 JA1131'NO 5.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED PRINSTON
 JA1131'NO 1 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS 88 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 JA1131'THE CIRCULAR DRIVE, 19.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JA1131'TOOL SHED AND ON THE WEST EDGE OF THE DRIVEWAY TO THE TOOL SHED.  THE
 JA1131'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED PRINSTON NO 2 1934.
 JA1131
 JA1131                          STATION RECOVERY (1965)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 JA1131'THE STATION MARK, STAMPED PRINCTON 1934, IS ABOUT 0.35 MILE WEST ALONG
 JA1131'STATE HIGHWAY 64 FROM THE GIBSON COUNTY COURTHOUSE AT PRINCETON,
 JA1131'THENCE 0.1 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY, THENCE 0.25 MILE
 JA1131'NORTH ALONG NORTH EMBREE STREET, THENCE 0.1 MILE NORTHEAST ALONG A
 JA1131'ONE-WAY STREET THROUGH THE CITY PARK, 48 FEET SOUTH-SOUTHWEST OF THE
 JA1131'SOUTHWEST CORNER OF A TOOL HOUSE, 145.5 FEET SOUTH OF A SMALL STEEL
 JA1131'GATE TO A BALL PARK.  76.5 FEET SOUTHEAST OF A LIGHT POLE, 26.7 FEET
 JA1131'WEST OF A 15-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 JA1131'ABOUT LEVEL WITH THE LAWN.
 JA1131'
 JA1131'RM 1, STAMPED PRINCETON NO 1 1934, IS 109.2 FEET WEST OF THE STATION,
 JA1131'7.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 57.7 FEET SOUTHEAST
 JA1131'AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CONCRETE SHELTER
 JA1131'HOUSE, 18.7 FEET NORTH OF A 50-INCH OAK TREE, 42 FEET WEST-SOUTHWEST
 JA1131'OF A LIGHT POLE, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JA1131'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1131'
 JA1131'RM 2, STAMPED PRINCETON NO 2 1934, IS 113.4 FEET NORTH-NORTHEAST OF
 JA1131'THE STATION, 19.5 FEET NORTHEAST OF A TOOL HOUSE, 9 FEET SOUTH OF THE
 JA1131'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE SOUTH FENCE OF A BALL
 JA1131'PARK, 26.5 FEET SOUTH OF A 26-INCH BLACK GUM TREE, AND SET IN THE TOP
 JA1131'OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1131
 JA1131                          STATION RECOVERY (1965)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1131'0.8 MI NW FROM PRINCETON.
 JA1131'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1131'COUNTY COURTHOUSE AT PRINCETON, THENCE 0.1 MILE NORTHWEST ALONG
 JA1131'THE SOUTHERN RAILWAY, THENCE 0.25 MILE NORTH ALONG NORTH EMBREE
 JA1131'STREET, THENCE 0.1 MILE NORTHEAST ALONG A ONE-WAY STREET THROUGH
 JA1131'THE CITY PARK, 48 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 JA1131'OF A TOOL HOUSE, 145 1/2 FEET SOUTH OF A SMALL STEEL GATE TO A
 JA1131'BALL PARK, 76 1/2 FEET SOUTHEAST OF A LIGHT POLE, 26.7 FEET WEST
 JA1131'OF A 15-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 JA1131'ABOUT LEVEL WITH THE LAWN.  NOTE-- THE 1935 DESCRIPTION OF BENCH
 JA1131'MARK FOR THIS DESIGNATION SHOWS THIS MARK DESIGNATED AND STAMPED
 JA1131'PRINCETON 1934 WHICH IS IN ERROR.  THE DISK IS STAMPED PRINSTON
 JA1131'1934.
 JA1131
 JA1131                          STATION RECOVERY (1966)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 JA1131'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 JA1131'RECOVERED AND FOUND IN GOOD CONDITION.  A LIMITED SEARCH WAS MADE FOR
 JA1131'THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.  THE BASEBALL FIELD HAS
 JA1131'BEEN REGRADED AND THE OLD FENCES REMOVED, AND IT IS POSSIBLE THAT THE
 JA1131'AZIMUTH MARK WAS EITHER DESTROYED OR COVERED BY GRADING OPERATIONS.
 JA1131'
 JA1131'DUE TO CHANGES IN THE AREA AROUND THE STATION, THE ORIGINAL
 JA1131'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IN A NEW AND COMPLETE
 JA1131'DESCRIPTION.
 JA1131'
 JA1131'THE STATION IS LOCATED IN THE LAWN OF THE CITY PARK IN PRINCETON.
 JA1131'
 JA1131'TO REACH FROM THE NORTHWEST CORNER OF THE GIBSON COUNTY COURTHOUSE
 JA1131'SQUARE IN PRINCETON, GO NORTH ON NORTH HART STREET FOR 0.25 MILE TO
 JA1131'WEST SPRUCE STREET.  HERE TURN LEFT, WEST, ON WEST SPURCE STREET AND
 JA1131'GO 0.3 MILE TO A NARROW PAVED DRIVE ON THE RIGHT, TURN RIGHT KEEPING
 JA1131'THE LEFT FORK AND GO NORTH AND WEST ON A CURVED DRIVE FOR 0.1 MILE TO
 JA1131'THE BASEBALL GRANDSTAND ON THE RIGHT AND THE STATION ON THE LEFT IN
 JA1131'GRASSY AREA AS DESCRIBED.
 JA1131'
 JA1131'THE STATION IS 111 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 JA1131'CIRCULAR DRIVE, 63 FEET EAST OF THE CENTER OF A MERRY-GO-ROUND, 48
 JA1131'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCESSION STAND, 35 FEET
 JA1131'NORTH OF AN 18-INCH MAPLE TREE, 28 FEET EAST OF A 32-INCH VITREOUS
 JA1131'TILE THAT PROJECTS 24 INCHES, 27 FEET SOUTH OF AN 18-INCH, TRIPLE
 JA1131'TRUNKED ELM TREE, AND 27 FEET WEST OF AN 18-INCH MAPLE TREE.  A
 JA1131'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE
 JA1131'MONUMENT AND THE DISK IS STAMPED PRINSTON 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 1 IS 32 FEET WEST OF A 30-INCH OAK TREE, 18 FEET
 JA1131'NORTH OF A 60-INCH OAK TREE, 16 FEET SOUTH OF A METAL LAMP POST, 6
 JA1131'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE CIRCULAR DRIVE, AND IN
 JA1131'THE ROW OF POST MARKING THE DRIVE.  IT IS A STANDARD DISK SET IN THE
 JA1131'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND
 JA1131'THE DISK IS STAMPED PRINSTON NO 1 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS 42 FEET SOUTHEAST OF THE GATE INTO THE BASEBALL
 JA1131'GRANDSTAND, 26 FEET SOUTH-SOUTHEAST OF A 24-INCH OAK TREE, 25 FEET
 JA1131'WEST-NORTHWEST OF A 10-INCH SPRUCE TREE, 19 FEET NORTH OF THE
 JA1131'NORTHEAST CORNER OF THE CONCESSION STAND, AND 10 FEET SOUTH OF THE
 JA1131'APPROXIMATE CENTER OF THE CIRCULAR DRIVE.  IT IS A STANDARD DISK SET
 JA1131'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8
 JA1131'INCHES AND THE DISK IS STAMPED
 JA1131'
 JA1131'THIS WAS NOT AN OCCUPIED STATION DURING THIS VISITATION, AS THE
 JA1131'CONCESSION STAND MENTION IN THIS DESCRIPTION HAS BEEN BUILT ON LINE
 JA1131'BETWEEN THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK.
 JA1131'
 JA1131'NOTE-THIS STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 JA1131'LEVELED OVER IN MARCH OF 1935 AND THE BENCH MARK DESCRIPTION CARDS AS
 JA1131'SHOWN FOR THIS WORK GIVE THE DESIGNATION AND STAMPING OF THESE MARKS
 JA1131'AS PRINCETON 1934 - PRINCETON NO 1 1934 - PRINCTON NO 2 1934.  NEW
 JA1131'DESCRIPTION OF BENCH MARK CARDS HAVE BEEN SUBMITTED WHICH CORRECTS
 JA1131'THESE STAMPINGS TO READ PRINSTON 1934 - PRINSTON NO 1 1934 - PRINSTON
 JA1131'NO 2 1934, AND ALL C AND GS RECORDS AND DATA SHOULD BE REVISED
 JA1131'ACCORDINGLY.
 JA1131
 JA1131                          STATION RECOVERY (1966)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA1131'RECOVERED IN GOOD CONDITION.
 JA1131
 JA1131                          STATION RECOVERY (1967)
 JA1131
 JA1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA1131'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE IN
 JA1131'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 JA1131'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 JA1131'TO REFERENCE MARK 1 CHECKED WITH THE PREVIOUS MEASUREMENT.  THE
 JA1131'DISTANCE TO REFERENCE MARK 2 COULD NOT BE CHECKED BECAUSE OF A
 JA1131'BUILDING ON LINE.
 JA1131'
 JA1131'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA1131'
 JA1131'THE STATION IS LOCATED ON A SMALL HILL IN THE PRINCETON CITY PARK.
 JA1131'
 JA1131'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE GIBSON COUNTY
 JA1131'COURTHOUSE, GO NORTH ON NORTH HART STREET FOR 0.3 MILE TO A CROSS
 JA1131'STREET.  TURN LEFT AND GO WEST ON WEST SPURCE STREET FOR 0.3 MILE TO A
 JA1131'PAVED DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO NORTHWESTERLY ON THE
 JA1131'PAVED DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JA1131'
 JA1131'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA1131'
 JA1131'STATION MARK, STAMPED PRINSTON 1934 IS SET FLUSH WITH THE GROUND
 JA1131'SURFACE.  IT IS 48 FEET SOUTHWEST OF THE SOUTH CORNER OF A BUILDING,
 JA1131'28 FEET SOUTH OF A TRIPLE TRUNK TREE AND 28 FEET EAST OF AN OLD
 JA1131'CISTERN COVER.
 JA1131'
 JA1131'RM NO 1, STAMPED PRINSTON NO 1 1934 PROJECTS 6 INCHES.  IT IS 33 FEET
 JA1131'SOUTHWEST OF A 30-INCH TREE, 20 FEET NORTH OF A 48-INCH TREE AND 7
 JA1131'FEET EAST OF THE CENTER OF THE PAVED DRIVEWAY.
 JA1131'
 JA1131'RM NO 2, STAMPED PRINSTON NO 2 1934 PROJECTS 7 INCHES.  IT IS 19 FEET
 JA1131'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 10 FEET SOUTH OF THE
 JA1131'CENTER OF THE PAVED DRIVEWAY AND 7 FEET WEST OF THE CENTER OF A
 JA1131'GRAVELED DRIVEWAY.
 JA1131'
 JA1131'RM NO 3, STAMPED PRINSTON NO 3 1934 1967 IS SET FLUSH WITH THE GROUND
 JA1131'SURFACE.  IT IS 75 FEET NORTH OF THE CENTER OF THE PAVED DRIVEWAY, 42
 JA1131'FEET WEST OF THE CENTER OF A DIRT ROAD AND 37 FEET EAST OF A 24-INCH
 JA1131'MAPLE TREE.
 JA1131'
 JA1131'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1131
 JA1131                          STATION RECOVERY (2013)
 JA1131
 JA1131'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1131'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1130 ***********************************************************************
 JA1130  DESIGNATION -  PRINSTON RM 1
 JA1130  PID         -  JA1130
 JA1130  STATE/COUNTY-  IN/GIBSON
 JA1130  COUNTRY     -  US
 JA1130  USGS QUAD   -  PRINCETON (2019)
 JA1130
 JA1130                         *CURRENT SURVEY CONTROL
 JA1130  ______________________________________________________________________
 JA1130* NAD 83(1986) POSITION- 38 21 40.69   (N) 087 34 31.05   (W)   HD_HELD1
 JA1130* NAVD 88 ORTHO HEIGHT -   147.665 (meters)      484.46  (feet) ADJUSTED
 JA1130  ______________________________________________________________________
 JA1130  GEOID HEIGHT    -        -31.486 (meters)                     GEOID18
 JA1130  DYNAMIC HEIGHT  -        147.567 (meters)      484.14  (feet) COMP
 JA1130  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA1130
 JA1130  VERT ORDER      -  FIRST     CLASS II
 JA1130
 JA1130.The horizontal coordinates were determined by differentially corrected
 JA1130.hand held GPS observations or other comparable positioning techniques
 JA1130.and have an estimated accuracy of +/- 3 meters.
 JA1130
 JA1130.The orthometric height was determined by differential leveling and
 JA1130.adjusted by the NATIONAL GEODETIC SURVEY
 JA1130.in June 1991.
 JA1130
 JA1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1130.GEOID18 height accuracy estimate available here.
 JA1130
 JA1130.Click photographs - Photos may exist for this station.
 JA1130
 JA1130.The dynamic height is computed by dividing the NAVD 88
 JA1130.geopotential number by the normal gravity value computed on the
 JA1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1130.degrees latitude (g = 980.6199 gals.).
 JA1130
 JA1130.The modeled gravity was interpolated from observed gravity values.
 JA1130
 JA1130;                    North         East    Units  Estimated Accuracy
 JA1130;SPC IN W     -   345,711.8     857,004.3     MT  (+/- 3 meters HH1 GPS) 
 JA1130
 JA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4973946060(NAD 83)
 JA1130
 JA1130                          SUPERSEDED SURVEY CONTROL
 JA1130
 JA1130  NGVD 29 (??/??/92)  147.801  (m)          484.91   (f) ADJ UNCH    1 2
 JA1130
 JA1130.Superseded values are not recommended for survey control.
 JA1130
 JA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1130.See file dsdata.pdf to determine how the superseded data were derived.
 JA1130
 JA1130_MARKER: DR = REFERENCE MARK DISK
 JA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1130_STAMPING: PRINSTON NO 1 1934
 JA1130_MARK LOGO: CGS
 JA1130_PROJECTION: PROJECTING
 JA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1130+STABILITY: SURFACE MOTION
 JA1130
 JA1130  HISTORY     - Date     Condition        Report By
 JA1130  HISTORY     - 1934     MONUMENTED       CGS
 JA1130  HISTORY     - 1965     GOOD             CGS
 JA1130  HISTORY     - 1966     GOOD             CGS
 JA1130  HISTORY     - 20130827 GOOD             GEOCAC
 JA1130
 JA1130                          STATION DESCRIPTION
 JA1130
 JA1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1130'0.8 MI NW FROM PRINCETON.
 JA1130'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1130'COUNTY COURTHOUSE AT PRINCETON, THENCE 0.1 MILE NORTHWEST ALONG
 JA1130'THE SOUTHERN RAILWAY, THENCE 0.25 MILE NORTH ALONG NORTH EMBREE
 JA1130'STREET, THENCE 0.1 MILE NORTHEAST ALONG A ONE-WAY STREET THROUGH
 JA1130'THE CITY PARK, 7 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JA1130'ROAD, 57.7 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 JA1130'CORNER OF A CONCRETE SHELTER HOUSE, 18.7 FEET NORTH OF A 50-INCH
 JA1130'OAK TREE, 42 FEET WEST-SOUTHWEST OF A LIGHT POLE, ABOUT 1 1/2
 JA1130'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JA1130'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE 1935 DESCRIPTION
 JA1130'OF BENCH MARK FOR THIS REFERENCE MARK SHOWS THIS MARK DESIGNATED
 JA1130'AND STAMPED PRINCETON NO 1 1934 WHICH IS IN ERROR.  THE DISK IS
 JA1130'STAMPED PRINSTON NO 1 1934.
 JA1130
 JA1130                          STATION RECOVERY (1966)
 JA1130
 JA1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA1130'RECOVERED IN GOOD CONDITION.
 JA1130
 JA1130                          STATION RECOVERY (2013)
 JA1130
 JA1130'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1130'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1132 ***********************************************************************
 JA1132  DESIGNATION -  PRINSTON RM 2
 JA1132  PID         -  JA1132
 JA1132  STATE/COUNTY-  IN/GIBSON
 JA1132  COUNTRY     -  US
 JA1132  USGS QUAD   -  PRINCETON (2019)
 JA1132
 JA1132                         *CURRENT SURVEY CONTROL
 JA1132  ______________________________________________________________________
 JA1132* NAD 83(1986) POSITION- 38 21 41.24   (N) 087 34 29.10   (W)   HD_HELD1
 JA1132* NAVD 88 ORTHO HEIGHT -   148.353 (meters)      486.72  (feet) ADJUSTED
 JA1132  ______________________________________________________________________
 JA1132  GEOID HEIGHT    -        -31.487 (meters)                     GEOID18
 JA1132  DYNAMIC HEIGHT  -        148.255 (meters)      486.40  (feet) COMP
 JA1132  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA1132
 JA1132  VERT ORDER      -  FIRST     CLASS II
 JA1132
 JA1132.The horizontal coordinates were determined by differentially corrected
 JA1132.hand held GPS observations or other comparable positioning techniques
 JA1132.and have an estimated accuracy of +/- 3 meters.
 JA1132
 JA1132.The orthometric height was determined by differential leveling and
 JA1132.adjusted by the NATIONAL GEODETIC SURVEY
 JA1132.in June 1991.
 JA1132
 JA1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1132.GEOID18 height accuracy estimate available here.
 JA1132
 JA1132.Click photographs - Photos may exist for this station.
 JA1132
 JA1132.The dynamic height is computed by dividing the NAVD 88
 JA1132.geopotential number by the normal gravity value computed on the
 JA1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1132.degrees latitude (g = 980.6199 gals.).
 JA1132
 JA1132.The modeled gravity was interpolated from observed gravity values.
 JA1132
 JA1132;                    North         East    Units  Estimated Accuracy
 JA1132;SPC IN W     -   345,728.5     857,051.7     MT  (+/- 3 meters HH1 GPS) 
 JA1132
 JA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4978646076(NAD 83)
 JA1132
 JA1132                          SUPERSEDED SURVEY CONTROL
 JA1132
 JA1132  NGVD 29 (??/??/92)  148.490  (m)          487.17   (f) ADJ UNCH    1 2
 JA1132
 JA1132.Superseded values are not recommended for survey control.
 JA1132
 JA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1132.See file dsdata.pdf to determine how the superseded data were derived.
 JA1132
 JA1132_MARKER: DR = REFERENCE MARK DISK
 JA1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1132_STAMPING: PRINSTON NO 2 1934
 JA1132_MARK LOGO: CGS
 JA1132_PROJECTION: PROJECTING
 JA1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1132+STABILITY: SURFACE MOTION
 JA1132
 JA1132  HISTORY     - Date     Condition        Report By
 JA1132  HISTORY     - 1934     MONUMENTED       CGS
 JA1132  HISTORY     - 1965     GOOD             CGS
 JA1132  HISTORY     - 1966     GOOD             CGS
 JA1132  HISTORY     - 20130827 GOOD             GEOCAC
 JA1132
 JA1132                          STATION DESCRIPTION
 JA1132
 JA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1132'0.8 MI NW FROM PRINCETON.
 JA1132'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON COUNTY
 JA1132'COURTHOUSE AT PRINCETON, THENCE 0.1 MILE NORTHWEST ALONG THE
 JA1132'SOUTHERN RAILWAY, THENCE 0.25 MILE NORTH ALONG NORTH EMBREE
 JA1132'STREET, THENCE 0.1 MILE NORTHEAST ALONG A ONE-WAY STREET THROUGH
 JA1132'THE CITY PARK, 19 1/2 FEET NORTHEAST OF A TOOL HOUSE, 9 FEET
 JA1132'SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE
 JA1132'SOUTH FENCE OF A BALL PARK, 26 1/2 FEET SOUTH OF A 26-INCH BLACK
 JA1132'GUM TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 JA1132'INCHES.  NOTE-- THE 1935 DESCRIPTION OF BENCH MARK FOR THIS
 JA1132'REFERENCE MARK SHOWS THIS MARK DESIGNATED AND STAMPED PRINCETON
 JA1132'NO 2 1934 WHICH IS IN ERROR.  THE DISK IS STAMPED PRINSTON NO 2
 JA1132'1934.
 JA1132
 JA1132                          STATION RECOVERY (1966)
 JA1132
 JA1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JA1132'RECOVERED IN GOOD CONDITION.
 JA1132
 JA1132                          STATION RECOVERY (2013)
 JA1132
 JA1132'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1132'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1845 ***********************************************************************
 KA1845  DESIGNATION -  PRISON
 KA1845  PID         -  KA1845
 KA1845  STATE/COUNTY-  IN/VIGO
 KA1845  COUNTRY     -  US
 KA1845  USGS QUAD   -  TERRE HAUTE (2019)
 KA1845
 KA1845                         *CURRENT SURVEY CONTROL
 KA1845  ______________________________________________________________________
 KA1845* NAD 83(1997) POSITION- 39 25 24.34335(N) 087 26 11.75713(W)   ADJUSTED
 KA1845* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KA1845  ______________________________________________________________________
 KA1845  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 KA1845  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 KA1845  HORZ ORDER      -  SECOND
 KA1845
 KA1845.The horizontal coordinates were established by classical geodetic methods
 KA1845.and adjusted by the National Geodetic Survey in May 1999.
 KA1845
 KA1845.The orthometric height was scaled from a topographic map.
 KA1845
 KA1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1845.GEOID18 height accuracy estimate available here.
 KA1845
 KA1845.Click photographs - Photos may exist for this station.
 KA1845
 KA1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1845
 KA1845. The following values were computed from the NAD 83(1997) position.
 KA1845
 KA1845;                    North         East     Units Scale Factor Converg.
 KA1845;SPC IN W     -   463,563.130   869,582.057   MT  0.99997805   -0 13 27.6
 KA1845;SPC IN W     - 1,520,873.37  2,852,953.80   sFT  0.99997805   -0 13 27.6
 KA1845;UTM  16      - 4,363,857.561   462,420.404   MT  0.99961739   -0 16 38.2
 KA1845
 KA1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1845!SPC IN W     -   0.99998129  x   0.99997805  =   0.99995934
 KA1845!UTM  16      -   0.99998129  x   0.99961739  =   0.99959869
 KA1845
 KA1845:                Primary Azimuth Mark                     Grid Az
 KA1845:SPC IN W     -  NO 228                                   036 08 08.2
 KA1845:UTM  16      -  NO 228                                   036 11 18.8
 KA1845
 KA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6242063857(NAD 83)
 KA1845
 KA1845|---------------------------------------------------------------------|
 KA1845| PID    Reference Object                     Distance      Geod. Az  |
 KA1845|                                                           dddmmss.s |
 KA1845| KA1846 NO 228                              432.833 METERS 0355440.6 |
 KA1845| KA1849 TERRE HAUTE COM SOLV PLT 3 TK       APPROX. 4.3 KM 0665900.2 |
 KA1845| CM4402 PRISON RM 1                          24.046 METERS 07432     |
 KA1845| KA1850 TERRE HAUTE JW DAVIS CO STACK       APPROX. 2.9 KM 0774302.2 |
 KA1845| KA1844 NO 227                               26.820 METERS 17200     |
 KA1845|---------------------------------------------------------------------|
 KA1845
 KA1845                          SUPERSEDED SURVEY CONTROL
 KA1845
 KA1845  NAD 83(1986)-  39 25 24.34985(N)    087 26 11.74964(W) AD(       ) 2
 KA1845  NAD 27      -  39 25 24.21650(N)    087 26 11.67150(W) AD(       ) 2
 KA1845
 KA1845.Superseded values are not recommended for survey control.
 KA1845
 KA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1845.See file dsdata.pdf to determine how the superseded data were derived.
 KA1845
 KA1845_MARKER: DS = TRIANGULATION STATION DISK
 KA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1845_STAMPING: PRISON 1947
 KA1845_MARK LOGO: CGS
 KA1845_PROJECTION: RECESSED 10 CENTIMETERS
 KA1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1845+STABILITY: SURFACE MOTION
 KA1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1845+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA1845
 KA1845  HISTORY     - Date     Condition        Report By
 KA1845  HISTORY     - 1947     MONUMENTED       CGS
 KA1845  HISTORY     - 20200520 GOOD             MCA
 KA1845
 KA1845                          STATION DESCRIPTION
 KA1845
 KA1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1845'STATION IS ABOUT 3 MILES SOUTHWEST OF TERRE HAUTE, ON PROPERTY OF THE
 KA1845'INDIANA STATE PRISON, 0.8 MILE NORTH OF THE MAIN ENTRANCE ROAD
 KA1845'TO THE PRISON, 112 FEET NORTH OF THE NORTHEAST CORNER OF A
 KA1845'STAFFHOUSE, AND 84 FEET WEST OF THE CENTERLINE OF STATE
 KA1845'HIGHWAY 63. THE MARK PROJECTS 3 INCHES,AND THE DISK IS STAMPED PRISON
 KA1845'1947.
 KA1845'
 KA1845'REFERENCE MARK NO. 1 IS 78.89 FEET EAST-NORTHEAST OF STATION AND 29
 KA1845'FEET WEST OF CENTERLINE OF STATE HIGHWAY 63. THE MARK PROJECTS 1
 KA1845'INCH, AND THE DISK IS STAMPED PRISON NO 1 1947.
 KA1845'
 KA1845'U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 227.
 KA1845'C.W.A., USED AS A SECOND REFERENCE MARK, IS 87.99 FEET
 KA1845'SOUTH-SOUTHEAST OF STATION AND 29 FEET WEST OF THE CENTERLINE OF
 KA1845'STATE HIGHWAY 63. THE MARK PROJECTS 1 INCH, AND THE DISK IS
 KA1845'STAMPED 227.
 KA1845'
 KA1845'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 228 C.W.A.
 KA1845'USED AS THE AZIMUTH MARK, IS 0.3 MILE NORTH-NORTHEAST OF
 KA1845'STATION, 39 FEET EAST OF CENTERLINE OF STATE HIGHWAY 63, AND 1 FOOT
 KA1845'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 KA1845'DISK IS STAMPED 228.
 KA1845'
 KA1845'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 41 IN TERRE HAUTE,
 KA1845'GO SOUTH ON U.S. HIGHWAY 41 FOR 2.2 MILES TO MARGARET AVENUE.
 KA1845'TURN RIGHT AND GO 01.1 MILES TO STATE HIGHWAY 63. TURN LEFT AND GO
 KA1845'0.9 MILE TO STATION ON RIGHT.
 KA1845'
 KA1845'TO REACH U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO.
 KA1845'228 C.W.A. FROM STATION, GO NORTH ON STATE HIGHWAY 63 FOR 0.3 MILE
 KA1845'TO MARK ON RIGHT.
 KA1845'
 KA1845'DESIGNATION OF U.S.C. AND G.S. AND STATE SURVEY STATIONS IS INDIANA
 KA1845'GEODETIC SURVEY.
 KA1845'
 KA1845'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KA1845
 KA1845                          STATION RECOVERY (2020)
 KA1845
 KA1845'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1845'THE MARK IS 37 FT (11.3 M) WESTERLY OF A 27 INCH (69 CM) MAPLE TREE,
 KA1845'51.5 FT (15.7 M) NORTHERLY OF A 27 INCH (69 CM) MAPLE, 63 FT (19.2 M)
 KA1845'NORTHEASTERLY OF THE NORTHEAST CORNER OF A 6 FT (1.8 M) TALL WOODEN
 KA1845'PRIVACY FENCE.  SET A CARSONITE POST ON THE WEST SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1919 ***********************************************************************
 KA1919  DESIGNATION -  PROSPECT
 KA1919  PID         -  KA1919
 KA1919  STATE/COUNTY-  IN/MARION
 KA1919  COUNTRY     -  US
 KA1919  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1919
 KA1919                         *CURRENT SURVEY CONTROL
 KA1919  ______________________________________________________________________
 KA1919* NAD 83(1997) POSITION- 39 45 09.07003(N) 086 06 06.92084(W)   ADJUSTED
 KA1919* NAVD 88 ORTHO HEIGHT -   237.17  (+/-2cm)      778.1   (feet) VERTCON3
 KA1919  ______________________________________________________________________
 KA1919  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 KA1919  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 KA1919  HORZ ORDER      -  SECOND
 KA1919  VERT ORDER      -  THIRD ? (See Below)
 KA1919
 KA1919.The horizontal coordinates were established by classical geodetic methods
 KA1919.and adjusted by the National Geodetic Survey in May 1999.
 KA1919
 KA1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1919
 KA1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1919.GEOID18 height accuracy estimate available here.
 KA1919
 KA1919.The vertical order pertains to the NGVD 29 superseded value.
 KA1919
 KA1919.Click photographs - Photos may exist for this station.
 KA1919
 KA1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1919
 KA1919. The following values were computed from the NAD 83(1997) position.
 KA1919
 KA1919;                    North         East     Units Scale Factor Converg.
 KA1919;SPC IN E     -   500,130.831    62,699.175   MT  0.99998379   -0 16 42.0
 KA1919;SPC IN E     - 1,640,845.90    205,705.54   sFT  0.99998379   -0 16 42.0
 KA1919;UTM  16      - 4,400,675.484   576,936.239   MT  0.99967287   +0 34 27.6
 KA1919
 KA1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1919!SPC IN E     -   0.99996806  x   0.99998379  =   0.99995185
 KA1919!UTM  16      -   0.99996806  x   0.99967287  =   0.99964094
 KA1919
 KA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7693600675(NAD 83)
 KA1919
 KA1919|---------------------------------------------------------------------|
 KA1919| PID    Reference Object                     Distance      Geod. Az  |
 KA1919|                                                           dddmmss.s |
 KA1919| KA1921 MICHIGAN                            365.429 METERS 08837     |
 KA1919| CC9941 PROSPECT RM                          30.830 METERS 33338     |
 KA1919|---------------------------------------------------------------------|
 KA1919
 KA1919                          SUPERSEDED SURVEY CONTROL
 KA1919
 KA1919  NAD 83(1986)-  39 45 09.07222(N)    086 06 06.94558(W) AD(       ) 2
 KA1919  NAD 27      -  39 45 08.91500(N)    086 06 06.99700(W) AD(       ) 2
 KA1919  USSD        -  39 45 08.97300(N)    086 06 06.76100(W) AD(       ) 3
 KA1919  NGVD 29             237.30   (m)          778.5    (f) LEVELING    3  
 KA1919
 KA1919.Superseded values are not recommended for survey control.
 KA1919
 KA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1919.See file dsdata.pdf to determine how the superseded data were derived.
 KA1919
 KA1919_MARKER: DS = TRIANGULATION STATION DISK
 KA1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1919_STAMPING: PROSPECT 1920
 KA1919_MARK LOGO: CGS
 KA1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1919+STABILITY: SURFACE MOTION
 KA1919
 KA1919  HISTORY     - Date     Condition        Report By
 KA1919  HISTORY     - 1920     MONUMENTED       CGS
 KA1919  HISTORY     - 1935     GOOD             CGS
 KA1919  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1919
 KA1919                          STATION DESCRIPTION
 KA1919
 KA1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1919'IN THE CITY OF INDIANAPOLIS, ON SHERMAN DRIVE NEAR PROSPECT STREET
 KA1919'0.365 METER 1.20 FEET INSIDE THE EDGE OF THE CONCRETE
 KA1919'ROADWAY, 16.395 METERS 53.79 FEET S OF THE S AND NEAREST RAIL OF THE
 KA1919'ELECTRIC LINE ON PROSPECT STREET. THE STATION IS MARKED BY A
 KA1919'BRONZE TABLET SET IN THE CONCRETE ROAD. THE REFERENCE MARK, A BRONZE
 KA1919'TABLET SET IN CONCRETE, IS ON THE N
 KA1919'SIDE OF PROSPECT STREET CLOSE TO THE FENCE LINE, DISTANT 30.3 METERS
 KA1919'101.15 FEET, N 26 DEG 21 MIN W.
 KA1919
 KA1919                          STATION RECOVERY (1935)
 KA1919
 KA1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1919'STATION MARK FOUND IN GOOD CONDITION. THE REFERENCE MARK WAS NOT
 KA1919'RECOVERED. STREET CAR TRACK ON PROSPECT STREET HAS BEEN TAKEN
 KA1919'UP. THE MARK IS 1.20 FEET INSIDE FROM THE E EDGE OF THE CONCRETE ROAD
 KA1919'ON SHERMAN DRIVE AND 55.5 FEET S FROM THE CAR TRACK OF
 KA1919'PROSPECT STREET.
 KA1919
 KA1919                          STATION RECOVERY (1995)
 KA1919
 KA1919'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1908 ***********************************************************************
 JA1908  DESIGNATION -  PROSPECT
 JA1908  PID         -  JA1908
 JA1908  STATE/COUNTY-  IN/ORANGE
 JA1908  COUNTRY     -  US
 JA1908  USGS QUAD   -  FRENCH LICK (2019)
 JA1908
 JA1908                         *CURRENT SURVEY CONTROL
 JA1908  ______________________________________________________________________
 JA1908* NAD 83(1997) POSITION- 38 35 45.95886(N) 086 36 44.22658(W)   ADJUSTED
 JA1908* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 JA1908  ______________________________________________________________________
 JA1908  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 JA1908  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 JA1908  HORZ ORDER      -  SECOND
 JA1908
 JA1908.The horizontal coordinates were established by classical geodetic methods
 JA1908.and adjusted by the National Geodetic Survey in May 1999.
 JA1908
 JA1908.The orthometric height was scaled from a topographic map.
 JA1908
 JA1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1908.GEOID18 height accuracy estimate available here.
 JA1908
 JA1908.Click photographs - Photos may exist for this station.
 JA1908
 JA1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1908
 JA1908. The following values were computed from the NAD 83(1997) position.
 JA1908
 JA1908;                    North         East     Units Scale Factor Converg.
 JA1908;SPC IN W     -   371,765.383   941,034.917   MT  0.99998739   +0 17 37.9
 JA1908;SPC IN W     - 1,219,700.26  3,087,378.72   sFT  0.99998739   +0 17 37.9
 JA1908;UTM  16      - 4,272,028.149   533,763.000   MT  0.99961404   +0 14 30.7
 JA1908
 JA1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1908!SPC IN W     -   0.99996598  x   0.99998739  =   0.99995338
 JA1908!UTM  16      -   0.99996598  x   0.99961404  =   0.99958004
 JA1908
 JA1908:                Primary Azimuth Mark                     Grid Az
 JA1908:SPC IN W     -  PAOLI                                    096 13 27.4
 JA1908:UTM  16      -  PAOLI                                    096 16 34.6
 JA1908
 JA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3376272028(NAD 83)
 JA1908
 JA1908|---------------------------------------------------------------------|
 JA1908| PID    Reference Object                     Distance      Geod. Az  |
 JA1908|                                                           dddmmss.s |
 JA1908| JA1696 PAOLI                               APPROX.11.6 KM 0963105.3 |
 JA1908| CG9749 PROSPECT RM 1                        18.659 METERS 10419     |
 JA1908| CG9750 PROSPECT RM 2                        22.398 METERS 34736     |
 JA1908|---------------------------------------------------------------------|
 JA1908
 JA1908                          SUPERSEDED SURVEY CONTROL
 JA1908
 JA1908  NAD 83(1986)-  38 35 45.96487(N)    086 36 44.22925(W) AD(       ) 2
 JA1908  NAD 27      -  38 35 45.77700(N)    086 36 44.25700(W) AD(       ) 2
 JA1908
 JA1908.Superseded values are not recommended for survey control.
 JA1908
 JA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1908.See file dsdata.pdf to determine how the superseded data were derived.
 JA1908
 JA1908_MARKER: DS = TRIANGULATION STATION DISK
 JA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1908_STAMPING: PROSPECT 1946
 JA1908_MARK LOGO: CGS
 JA1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1908+STABILITY: SURFACE MOTION
 JA1908
 JA1908  HISTORY     - Date     Condition        Report By
 JA1908  HISTORY     - 1946     MONUMENTED       CGS
 JA1908  HISTORY     - 1984     MARK NOT FOUND   INDNR
 JA1908
 JA1908                          STATION DESCRIPTION
 JA1908
 JA1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1908'THIS STATION IS SLIGHTLY EAST OF THE HIGHEST POINT OF A PROMINENT
 JA1908'TIMBERED HILL, ABOUT 1 MILE NORTH FROM PROSPECT AND 0.15 MILE WEST
 JA1908'FROM THE RED FARMHOUSE OF MRS CONNLEY.  THE STATION MARK IS IN A
 JA1908'SASSAFRAS THICKET, 6 FEET NORTH OF A WHITE WITNESS POST, ABOUT 50 FEET
 JA1908'NORTH OF A WOODS EDGE AND 40 FEET EAST OF A CLEARED FIELD.  THE MARK
 JA1908'PROJECTS 8 INCHES AND THE DISK IS STAMPED PROSPECT 1946.
 JA1908'
 JA1908'REFERENCE MARK NO 1 IS 61.22 FEET SOUTHEAST OF THE STATION AND 15 FEET
 JA1908'NORTHWEST OF A 10-INCH WALNUT TREE.  THE MARK PROJECTS 12 INCHES AND
 JA1908'THE DISK IS STAMPED PROSPECT NO 1 1946.
 JA1908'
 JA1908'REFERENCE MARK NO 2 IS 73.48 FEET NORTH OF THE STATION AND 21 FEET
 JA1908'EAST OF A 12-INCH APPLE TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1908'IS STAMPED PROSPECT NO 2 1946.
 JA1908'
 JA1908'AZIMUTH MARK IS BADEN AZIMUTH, THE AZIMUTH MARK OF STATION BADEN.
 JA1908'
 JA1908'TO REACH FROM PROSPECT, GO NORTH FROM THE NORTH SIDE OF THE TRIANGLE
 JA1908'FORMED BY THE JUNCTION OF U S HIGHWAYS 56 AND 150 ON A BLACKTOP ROAD
 JA1908'FOR 1.0 MILE.  THEN TURN LEFT ON A GRAVEL ROAD AND GO WEST AND NORTH
 JA1908'UP A HILL FOR 0.5 MILE TO THE RED CONNLEY HOUSE ON THE LEFT.  TURN
 JA1908'LEFT UP THE ROAD AT THE SOUTH SIDE OF THE HOUSE AND GO WEST UP STEEP
 JA1908'HILL FOR 0.15 MILE TO STATION NEAR THE HIGHEST POINT OF THE HILL.
 JA1908'
 JA1908'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1908
 JA1908                          STATION RECOVERY (1984)
 JA1908
 JA1908'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 JA1908'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE SEARCHED FOR, BUT
 JA1908'NOT FOUND, BRIEF SEARCH.  DESCRIPTION OUT OF DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1867 ***********************************************************************
 MD1867  DESIGNATION -  PT 27
 MD1867  PID         -  MD1867
 MD1867  STATE/COUNTY-  IN/STEUBEN
 MD1867  COUNTRY     -  US
 MD1867  USGS QUAD   -  CAMDEN (2017)
 MD1867
 MD1867                         *CURRENT SURVEY CONTROL
 MD1867  ______________________________________________________________________
 MD1867* NAD 83(1997) POSITION- 41 45 36.57040(N) 084 48 21.37716(W)   ADJUSTED
 MD1867* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 MD1867  ______________________________________________________________________
 MD1867  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 MD1867  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 MD1867  HORZ ORDER      -  SECOND
 MD1867
 MD1867.The horizontal coordinates were established by classical geodetic methods
 MD1867.and adjusted by the National Geodetic Survey in May 1999.
 MD1867
 MD1867.The orthometric height was scaled from a topographic map.
 MD1867
 MD1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1867.GEOID18 height accuracy estimate available here.
 MD1867
 MD1867.Click photographs - Photos may exist for this station.
 MD1867
 MD1867.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1867
 MD1867. The following values were computed from the NAD 83(1997) position.
 MD1867
 MD1867;                    North         East     Units Scale Factor Converg.
 MD1867;SPC IN E     -   723,337.626   171,577.098   MT  1.00002969   +0 34 23.8
 MD1867;SPC IN E     - 2,373,150.19    562,915.86   sFT  1.00002969   +0 34 23.8
 MD1867;UTM  16      - 4,625,473.935   682,392.834   MT  1.00000939   +1 27 42.0
 MD1867
 MD1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1867!SPC IN E     -   0.99995495  x   1.00002969  =   0.99998464
 MD1867!UTM  16      -   0.99995495  x   1.00000939  =   0.99996434
 MD1867
 MD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8239225473(NAD 83)
 MD1867
 MD1867                          SUPERSEDED SURVEY CONTROL
 MD1867
 MD1867  NAD 83(1994)-  41 45 36.57041(N)    084 48 21.37716(W) AD(       ) 2
 MD1867  NAD 83(1986)-  41 45 36.57259(N)    084 48 21.38963(W) AD(       ) 2
 MD1867  NAD 27      -  41 45 36.39590(N)    084 48 21.54320(W) AD(       ) 2
 MD1867
 MD1867.Superseded values are not recommended for survey control.
 MD1867
 MD1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1867.See file dsdata.pdf to determine how the superseded data were derived.
 MD1867
 MD1867_MARKER: P = PIPE CAP
 MD1867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD1867_STAMPING: PRIM TRAV STA NO 27 1911 MICH
 MD1867_MARK LOGO: USGS
 MD1867_MAGNETIC: P = MARKER IS A STEEL PIPE
 MD1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1867
 MD1867  HISTORY     - Date     Condition        Report By
 MD1867  HISTORY     - 1911     MONUMENTED       USGS
 MD1867  HISTORY     - 1960     GOOD             CGS
 MD1867
 MD1867                          STATION DESCRIPTION
 MD1867
 MD1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1867'RECOVERED IN APPARENTLY GOOD CONDITION, BUT EVIDENTLY SLIGHTLY
 MD1867'DISTURBED, SINCE IT LEANS
 MD1867'SLIGHTLY SOUTHERLY AND ITS DISTANCE FROM TRIANGULATION STATION CORNER
 MD1867'IS 0.012 METER OF 0.04 FOOT MORE THAN
 MD1867'WAS MEASURED IN 1946 AT TIME TRIANGULATION STATION WAS ESTABLISHED.
 MD1867'
 MD1867'FROM THE CROSSROADS AT ST. PAUL CATHOLIC CHURCH IN THE COMMUNITY OF
 MD1867'CLEAR LAKE, INDIANA, (ABOUT 0.5 MILE
 MD1867'E OF NE CORNER OF THE BIG LAKE ITSELF), ON PAVE ROADS GO E 0.6
 MD1867'MILE THENCE N 0.4 MILE THENCE E
 MD1867'0.75 MILE OR 0.25 MILE INTO MICHIGAN, THENCE N 1.0 MILES
 MD1867'THENCE W 0.1 MILE THENCE THRU BARNYARD ON FIELD
 MD1867'TRACK ROADS SSW 0.5 MILE TO EDGE OF WOODS
 MD1867'AND THE STATION ON THE RIGHT, ABOUT 36 YARDS W OF E EDGE OF THE
 MD1867'WOODS, ABOUT 90 YARDS N OF E-W FENCE
 MD1867'THAT CROSSES OPEN FIELDS, 4 FEET NE OF A FENCE L-CORNER (REPORTEDLY
 MD1867'THE NE CORNER OF INDIANA), AND 1.024
 MD1867'METERS OR 3.36 FEET S IN AZIMUTH 11 DEG FROM THE SAID TRIANGULATION
 MD1867'STATION.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 MD1867'BRONZE CAPPED PIPE MONUMENT THAT
 MD1867'PROJECTS 1.1 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2285 ***********************************************************************
 LB2285  DESIGNATION -  PT 71 W
 LB2285  PID         -  LB2285
 LB2285  STATE/COUNTY-  IN/NEWTON
 LB2285  COUNTRY     -  US
 LB2285  USGS QUAD   -  SHELDON (2018)
 LB2285
 LB2285                         *CURRENT SURVEY CONTROL
 LB2285  ______________________________________________________________________
 LB2285* NAD 83(1997) POSITION- 40 46 39.21051(N) 087 31 33.67030(W)   ADJUSTED
 LB2285* NAVD 88 ORTHO HEIGHT -   205.14  (+/-2cm)      673.0   (feet) VERTCON3
 LB2285  ______________________________________________________________________
 LB2285  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 LB2285  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LB2285  HORZ ORDER      -  SECOND
 LB2285  VERT ORDER      -  THIRD ? (See Below)
 LB2285
 LB2285.The horizontal coordinates were established by classical geodetic methods
 LB2285.and adjusted by the National Geodetic Survey in May 1999.
 LB2285
 LB2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2285
 LB2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2285.GEOID18 height accuracy estimate available here.
 LB2285
 LB2285.The vertical order pertains to the NGVD 29 superseded value.
 LB2285
 LB2285.Click photographs - Photos may exist for this station.
 LB2285
 LB2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2285
 LB2285. The following values were computed from the NAD 83(1997) position.
 LB2285
 LB2285;                    North         East     Units Scale Factor Converg.
 LB2285;SPC IN W     -   613,950.785   862,630.770   MT  0.99998385   -0 17 20.9
 LB2285;SPC IN W     - 2,014,270.20  2,830,147.78   sFT  0.99998385   -0 17 20.9
 LB2285;UTM  16      - 4,514,197.500   455,612.465   MT  0.99962425   -0 20 36.8
 LB2285
 LB2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2285!SPC IN W     -   0.99997302  x   0.99998385  =   0.99995687
 LB2285!UTM  16      -   0.99997302  x   0.99962425  =   0.99959728
 LB2285
 LB2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5561214197(NAD 83)
 LB2285
 LB2285                          SUPERSEDED SURVEY CONTROL
 LB2285
 LB2285  NAD 83(1986)-  40 46 39.21697(N)    087 31 33.67928(W) AD(       ) 2
 LB2285  NAD 27      -  40 46 39.08440(N)    087 31 33.57950(W) AD(       ) 2
 LB2285  NGVD 29             205.20   (m)          673.2    (f) LEVELING    3  
 LB2285
 LB2285.Superseded values are not recommended for survey control.
 LB2285
 LB2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2285.See file dsdata.pdf to determine how the superseded data were derived.
 LB2285
 LB2285_MARKER: DB = BENCH MARK DISK
 LB2285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB2285_STAMPING: PRIM TRAV STA NO 71W ILL 1921
 LB2285_MARK LOGO: USGS
 LB2285_MAGNETIC: P = MARKER IS A STEEL PIPE
 LB2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2285
 LB2285  HISTORY     - Date     Condition        Report By
 LB2285  HISTORY     - 1921     MONUMENTED       USGS
 LB2285  HISTORY     - 20071013 MARK NOT FOUND   GEOCAC
 LB2285
 LB2285                          STATION DESCRIPTION
 LB2285
 LB2285'DESCRIBED BY US GEOLOGICAL SURVEY 1921 (RCB)
 LB2285'THIS IS A TRAVERSE STATION.
 LB2285'
 LB2285'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KENTLAND, INDIANA AND 2
 LB2285'MILES EAST OF SHELTON ILLINOIS.  IT IS IN THE SOUTHWEST ANGLE OF THE
 LB2285'STATE LINE ROAD AND A T-ROAD WEST.  35 FEET SOUTH OF THE CENTER OF
 LB2285'THE GRAVEL ROAD WEST, 18 FEET WEST OF THE CENTER OF THE STATE LINE
 LB2285'ROAD AND 4 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 LB2285'UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK CAPPED ON 4-INCH
 LB2285'IRON PIPE WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED PRIM TRAV
 LB2285'STA NO 71W ILL 1921.  A TRAVERSE CONNECTION WAS MADE FROM
 LB2285'TRIANGULATION STATION EFFNER AND THE DISTANCE WAS FOUND TO BE
 LB2285'158.923 METERS.
 LB2285'
 LB2285'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 41 IN
 LB2285'KENTLAND, GO WEST ON HIGHWAY 24 FOR 4.3 MILES TO THE
 LB2285'ILLINOIS-INDIANA STATE LINE, TURN RIGHT AND GO NORTH ON THE STATE
 LB2285'LINE ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2285
 LB2285                          STATION RECOVERY (2007)
 LB2285
 LB2285'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0862 ***********************************************************************
 LB0862  DESIGNATION -  PTS 1 F
 LB0862  PID         -  LB0862
 LB0862  STATE/COUNTY-  IN/TIPPECANOE
 LB0862  COUNTRY     -  US
 LB0862  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0862
 LB0862                         *CURRENT SURVEY CONTROL
 LB0862  ______________________________________________________________________
 LB0862* NAD 83(1986) POSITION- 40 25 09.19   (N) 086 53 05.40   (W)   HD_HELD1
 LB0862* NAVD 88 ORTHO HEIGHT -   176.598 (meters)      579.39  (feet) ADJUSTED
 LB0862  ______________________________________________________________________
 LB0862  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 LB0862  DYNAMIC HEIGHT  -        176.511 (meters)      579.10  (feet) COMP
 LB0862  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LB0862
 LB0862  VERT ORDER      -  SECOND    CLASS 0
 LB0862
 LB0862.The horizontal coordinates were determined by differentially corrected
 LB0862.hand held GPS observations or other comparable positioning techniques
 LB0862.and have an estimated accuracy of +/- 3 meters.
 LB0862
 LB0862.The orthometric height was determined by differential leveling and
 LB0862.adjusted by the NATIONAL GEODETIC SURVEY
 LB0862.in June 1991.
 LB0862
 LB0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0862.GEOID18 height accuracy estimate available here.
 LB0862
 LB0862.Click photographs - Photos may exist for this station.
 LB0862
 LB0862.The dynamic height is computed by dividing the NAVD 88
 LB0862.geopotential number by the normal gravity value computed on the
 LB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0862.degrees latitude (g = 980.6199 gals.).
 LB0862
 LB0862.The modeled gravity was interpolated from observed gravity values.
 LB0862
 LB0862;                    North         East    Units  Estimated Accuracy
 LB0862;SPC IN W     -   574,084.6     916,846.0     MT  (+/- 3 meters HH1 GPS) 
 LB0862
 LB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0977074294(NAD 83)
 LB0862
 LB0862                          SUPERSEDED SURVEY CONTROL
 LB0862
 LB0862  NGVD 29 (??/??/92)  176.695  (m)          579.71   (f) ADJ UNCH    2 0
 LB0862
 LB0862.Superseded values are not recommended for survey control.
 LB0862
 LB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0862.See file dsdata.pdf to determine how the superseded data were derived.
 LB0862
 LB0862_MARKER: DD = SURVEY DISK
 LB0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0862_STAMPING: PTS 1 F TT 227 1925
 LB0862_MARK LOGO: USGS
 LB0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0862+STABILITY: SURFACE MOTION
 LB0862
 LB0862  HISTORY     - Date     Condition        Report By
 LB0862  HISTORY     - 1925     MONUMENTED       USGS
 LB0862  HISTORY     - 1935     GOOD             CGS
 LB0862
 LB0862                          STATION DESCRIPTION
 LB0862
 LB0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0862'AT LA FAYETTE.
 LB0862'AT LA FAYETTE, TIPPECANOE COUNTY, ALONG NORTH ELEVENTH STREET,
 LB0862'IN THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND NORTH
 LB0862'ELEVENTH STREET, 25 YARDS NORTHWEST OF THE CENTER OF THE
 LB0862'INTERSECTION OF MAIN STREET AND THE WABASH RAILROAD, 15.3 FEET
 LB0862'NORTH OF THE NORTH CURB OF MAIN STREET, 1.1 FEET WEST OF THE WEST
 LB0862'EDGE OF THE SIDEWALK OF NORTH ELEVENTH STREET, AND LEVEL WITH
 LB0862'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LB0862'STAMPED PTS 1 F TT 227 1925 AND SET IN THE TOP OF A CONCRETE
 LB0862'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2224 ***********************************************************************
 LB2224  DESIGNATION -  PTS 120
 LB2224  PID         -  LB2224
 LB2224  STATE/COUNTY-  IN/FOUNTAIN
 LB2224  COUNTRY     -  US
 LB2224  USGS QUAD   -  HILLSBORO (2019)
 LB2224
 LB2224                         *CURRENT SURVEY CONTROL
 LB2224  ______________________________________________________________________
 LB2224* NAD 83(1997) POSITION- 40 04 58.25093(N) 087 11 16.95727(W)   ADJUSTED
 LB2224* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 LB2224  ______________________________________________________________________
 LB2224  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 LB2224  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LB2224  HORZ ORDER      -  SECOND
 LB2224
 LB2224.The horizontal coordinates were established by classical geodetic methods
 LB2224.and adjusted by the National Geodetic Survey in May 1999.
 LB2224
 LB2224.The orthometric height was scaled from a topographic map.
 LB2224
 LB2224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2224.GEOID18 height accuracy estimate available here.
 LB2224
 LB2224.Click photographs - Photos may exist for this station.
 LB2224
 LB2224.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2224
 LB2224. The following values were computed from the NAD 83(1997) position.
 LB2224
 LB2224;                    North         East     Units Scale Factor Converg.
 LB2224;SPC IN W     -   536,721.590   891,069.492   MT  0.99996765   -0 04 02.7
 LB2224;SPC IN W     - 1,760,894.08  2,923,450.49   sFT  0.99996765   -0 04 02.7
 LB2224;UTM  16      - 4,436,969.484   483,968.058   MT  0.99960316   -0 07 15.9
 LB2224
 LB2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2224!SPC IN W     -   0.99997165  x   0.99996765  =   0.99993930
 LB2224!UTM  16      -   0.99997165  x   0.99960316  =   0.99957482
 LB2224
 LB2224:                Primary Azimuth Mark                     Grid Az
 LB2224:SPC IN W     -  PTS 120 AZ MK                            010 38 12.9
 LB2224:UTM  16      -  PTS 120 AZ MK                            010 41 26.1
 LB2224
 LB2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8396836969(NAD 83)
 LB2224
 LB2224|---------------------------------------------------------------------|
 LB2224| PID    Reference Object                     Distance      Geod. Az  |
 LB2224|                                                           dddmmss.s |
 LB2224| CM4328 PTS 120 AZ MK                                      0103410.2 |
 LB2224| CM4329 PTS 120 RM 1                         38.054 METERS 08921     |
 LB2224| CM4330 PTS 120 RM 2                         56.175 METERS 26938     |
 LB2224|---------------------------------------------------------------------|
 LB2224
 LB2224                          SUPERSEDED SURVEY CONTROL
 LB2224
 LB2224  NAD 83(1986)-  40 04 58.26017(N)    087 11 16.96993(W) AD(       ) 2
 LB2224  NAD 27      -  40 04 58.11100(N)    087 11 16.94000(W) AD(       ) 2
 LB2224
 LB2224.Superseded values are not recommended for survey control.
 LB2224
 LB2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2224.See file dsdata.pdf to determine how the superseded data were derived.
 LB2224
 LB2224_MARKER: DD = SURVEY DISK
 LB2224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2224_STAMPING: 120
 LB2224_MARK LOGO: CGS+SS
 LB2224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2224
 LB2224  HISTORY     - Date     Condition        Report By
 LB2224  HISTORY     - 1934     MONUMENTED       INGS
 LB2224  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LB2224
 LB2224                          STATION DESCRIPTION
 LB2224
 LB2224'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LB2224'ABOUT 2-1/2 MILES SOUTHWEST OF HILLSBORO, 3 MILES EAST OF BONEBRAKE
 LB2224'CEMETERY, 466.5 FEET WEST OF THE FENCE CORNER AT THE NORTHEAST
 LB2224'CORNER OF SEC. 22, T. 19 N, R. 7 W., ON THE SOUTH SIDE OF AN
 LB2224'EAST-AND-WEST GRAVEL ROAD, ABOUT 1 FOOT NORTH OF THE SOUTH
 LB2224'RIGHT-OF-WAY FENCE.
 LB2224
 LB2224                          STATION RECOVERY (1934)
 LB2224
 LB2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2224'THIS STATION WAS RECOVERED IN GOOD CONDITION
 LB2224'ACCORDING TO NOTES, EXCEPT THAT THE DISK IS A STANDARD U. S. C.
 LB2224'AND G. S. AND STATE SURVEY DISK.
 LB2224'
 LB2224'ABOUT 2-1/2 MILES SOUTHWEST OF HILLSBORO AND 4 MILES SOUTHEAST OF
 LB2224'VEEDERSBURG, 3 MILES EAST OF BONEBRAKE CEMETERY, 466.5 FEET WEST
 LB2224'OF THE FENCE CORNER AT THE NORTHEAST CORNER OF SEC. 22, T. 19 N.,
 LB2224'R. 7 W., ON THE RIGHT-OF-WAY OF A GRAVEL COUNTY ROAD, 16 FEET
 LB2224'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 LB2224'RIGHT-OF-WAY FENCE, AND 118 FEET EAST OF THE CENTER OF A ROUND
 LB2224'CONCRETE CULVERT UNDER THE ROAD.  THE MARK PROJECTS 3 INCHES.
 LB2224'
 LB2224'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT NORTH OF THE
 LB2224'RIGHT-OF-WAY FENCE, AND 16 FEET SOUTH OF THE CENTER LINE OF THE
 LB2224'ROAD.  REFERENCE MARK NO. 2 IS WEST OF THE STATION, 16 FEET SOUTH OF
 LB2224'THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 LB2224'FENCE, AND 66 FEET WEST OF THE ABOVE-MENTIONED CULVERT.
 LB2224'
 LB2224'AZIMUTH MARK IS NORTH BY EAST OF THE STATION, 16 FEET EAST OF THE
 LB2224'CENTER LINE OF A ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND
 LB2224'106 FEET NORTH OF THE CENTER LINE OF T-ROAD EAST.  THE MARK
 LB2224'PROJECTS 3 INCHES.
 LB2224'
 LB2224'TRAVERSE STATION NO. 121 IS VISIBLE FROM THE GROUND AND CAN BE USED
 LB2224'FOR AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0667 ***********************************************************************
 LB0667  DESIGNATION -  PTS 2 F
 LB0667  PID         -  LB0667
 LB0667  STATE/COUNTY-  IN/TIPPECANOE
 LB0667  COUNTRY     -  US
 LB0667  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0667
 LB0667                         *CURRENT SURVEY CONTROL
 LB0667  ______________________________________________________________________
 LB0667* NAD 83(1986) POSITION- 40 25 26.8    (N) 086 54 37.4    (W)   HD_HELD2
 LB0667* NAVD 88 ORTHO HEIGHT -   187.570 (meters)      615.39  (feet) ADJUSTED
 LB0667  ______________________________________________________________________
 LB0667  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 LB0667  DYNAMIC HEIGHT  -        187.479 (meters)      615.09  (feet) COMP
 LB0667  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 LB0667
 LB0667  VERT ORDER      -  SECOND    CLASS 0
 LB0667
 LB0667.The horizontal coordinates were established by autonomous hand held GPS
 LB0667.observations and have an estimated accuracy of +/- 10 meters.
 LB0667
 LB0667.The orthometric height was determined by differential leveling and
 LB0667.adjusted by the NATIONAL GEODETIC SURVEY
 LB0667.in June 1991.
 LB0667
 LB0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0667.GEOID18 height accuracy estimate available here.
 LB0667
 LB0667.Click photographs - Photos may exist for this station.
 LB0667
 LB0667.The dynamic height is computed by dividing the NAVD 88
 LB0667.geopotential number by the normal gravity value computed on the
 LB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0667.degrees latitude (g = 980.6199 gals.).
 LB0667
 LB0667.The modeled gravity was interpolated from observed gravity values.
 LB0667
 LB0667;                    North         East    Units  Estimated Accuracy
 LB0667;SPC IN W     -   574,623.      914,676.      MT  (+/- 10 meters HH2 GPS)
 LB0667
 LB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0760174834(NAD 83)
 LB0667
 LB0667                          SUPERSEDED SURVEY CONTROL
 LB0667
 LB0667  NGVD 29 (??/??/??)  187.67   (m)          615.7    (f) RESET       3  
 LB0667
 LB0667.Superseded values are not recommended for survey control.
 LB0667
 LB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0667.See file dsdata.pdf to determine how the superseded data were derived.
 LB0667
 LB0667_MARKER: DD = SURVEY DISK
 LB0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0667_STAMPING: PT STA NO 2 F 1925
 LB0667_MARK LOGO: USGS
 LB0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0667+STABILITY: SURFACE MOTION
 LB0667
 LB0667  HISTORY     - Date     Condition        Report By
 LB0667  HISTORY     - 1925     MONUMENTED       USGS
 LB0667  HISTORY     - 1934     GOOD             CGS
 LB0667
 LB0667                          STATION DESCRIPTION
 LB0667
 LB0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0667'AT WEST LAFAYETTE.
 LB0667'45 FEET NORTH AND 30 FEET WEST OF THE INTERSECTION OF STATE
 LB0667'AND NORTH GRANT STREET, 18 FEET NORTH AND 3 FEET WEST OF THE
 LB0667'SOUTHWEST CORNER OF PURDUE UNIVERSITY CAMPUS.  A UNITED STATES
 LB0667'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PT STA NO 2 F 1925
 LB0667'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0309 ***********************************************************************
 ME0309  DESIGNATION -  PTS 4 Y
 ME0309  PID         -  ME0309
 ME0309  STATE/COUNTY-  IN/MARSHALL
 ME0309  COUNTRY     -  US
 ME0309  USGS QUAD   -  PLYMOUTH (2019)
 ME0309
 ME0309                         *CURRENT SURVEY CONTROL
 ME0309  ______________________________________________________________________
 ME0309* NAD 83(1986) POSITION- 41 16 33.23   (N) 086 22 18.78   (W)   HD_HELD1
 ME0309* NAVD 88 ORTHO HEIGHT -   233.664 (meters)      766.61  (feet) ADJUSTED
 ME0309  ______________________________________________________________________
 ME0309  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 ME0309  DYNAMIC HEIGHT  -        233.565 (meters)      766.29  (feet) COMP
 ME0309  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 ME0309
 ME0309  VERT ORDER      -  SECOND    CLASS 0
 ME0309
 ME0309.The horizontal coordinates were determined by differentially corrected
 ME0309.hand held GPS observations or other comparable positioning techniques
 ME0309.and have an estimated accuracy of +/- 3 meters.
 ME0309
 ME0309.The orthometric height was determined by differential leveling and
 ME0309.adjusted by the NATIONAL GEODETIC SURVEY
 ME0309.in June 1991.
 ME0309
 ME0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0309.GEOID18 height accuracy estimate available here.
 ME0309
 ME0309.Click photographs - Photos may exist for this station.
 ME0309
 ME0309.The dynamic height is computed by dividing the NAVD 88
 ME0309.geopotential number by the normal gravity value computed on the
 ME0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0309.degrees latitude (g = 980.6199 gals.).
 ME0309
 ME0309.The modeled gravity was interpolated from observed gravity values.
 ME0309
 ME0309;                    North         East    Units  Estimated Accuracy
 ME0309;SPC IN E     -   669,437.3      40,916.3     MT  (+/- 3 meters HH1 GPS) 
 ME0309
 ME0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5260469575(NAD 83)
 ME0309
 ME0309                          SUPERSEDED SURVEY CONTROL
 ME0309
 ME0309  NGVD 29 (??/??/92)  233.782  (m)          767.00   (f) ADJ UNCH    2 0
 ME0309
 ME0309.Superseded values are not recommended for survey control.
 ME0309
 ME0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0309.See file dsdata.pdf to determine how the superseded data were derived.
 ME0309
 ME0309_MARKER: DD = SURVEY DISK
 ME0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0309_STAMPING: PRIM TRAV STA NO 4 Y IND 1 A 1924
 ME0309_MARK LOGO: USGS
 ME0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0309+STABILITY: SURFACE MOTION
 ME0309
 ME0309  HISTORY     - Date     Condition        Report By
 ME0309  HISTORY     - 1924     MONUMENTED       USGS
 ME0309  HISTORY     - 1934     GOOD             CGS
 ME0309  HISTORY     - 1984     GOOD             USPSQD
 ME0309  HISTORY     - 1988     GOOD             USPSQD
 ME0309
 ME0309                          STATION DESCRIPTION
 ME0309
 ME0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0309'5.5 MI S FROM PLYMOUTH.
 ME0309'5.5 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0309'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0309'COUNTY, 0.1 MILE NORTH OF THE RAILWAY BRIDGE OVER YELLOW RIVER,
 ME0309'ABOUT 250 YARDS WEST OF THE HOME OF CHARLEY SNYDER, IN THE
 ME0309'NORTHEAST ANGLE OF A DIRT-ROAD CROSSING, 16 YARDS EAST OF THE EAST
 ME0309'RAIL AT A SWITCH TARGET, 7 YARDS NORTH OF THE CENTERLINE OF THE
 ME0309'ROAD, AND AT AN IRON FENCE-CORNER POST.  A UNITED STATES
 ME0309'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PTS NO 4 Y IND 1 A 1924
 ME0309'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 ME0309'GROUND.
 ME0309
 ME0309                          STATION RECOVERY (1984)
 ME0309
 ME0309'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0309'RAILROAD HAS BEEN ABANDONED WITH TRACKS, SIGNALS AND MILES POSTS
 ME0309'REMOVED. NEW DESC: ABOUT 5.5 MILES SOUTH WEST OF RAILROAD STATION IN
 ME0309'PLYMOUTH ALONG THE ABANDONED VANDALIA RAILROAD RIGHT OF WAY ON THE
 ME0309'NORTH SIDE OF WEST 14TH ROAD ABOUT MIDWAY BETWEEN PEACH ROAD AND
 ME0309'QUEEN ROAD. ABOUT 0.1 MILE EAST OF HOME OF PHILIP L. BEATTY, 16399 W.
 ME0309'14TH ROAD, ABOUT 21 YARDS EAST OF CENTERLINE OF ROAD AND ABANDONED
 ME0309'RAIL CROSSING, ABOUT 20 YARDS WEST OF POWER POLE, 22.3 FEET NORTH OF
 ME0309'CENTERLINE OF ROAD AND 2.0 FEETSOUTH WEST OF 6 FOOT CORNER IRON FENCE
 ME0309'POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 ME0309
 ME0309                          STATION RECOVERY (1988)
 ME0309
 ME0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1983 ***********************************************************************
 KA1983  DESIGNATION -  PTS 5
 KA1983  PID         -  KA1983
 KA1983  STATE/COUNTY-  IN/OWEN
 KA1983  COUNTRY     -  US
 KA1983  USGS QUAD   -  WHITEHALL (2019)
 KA1983
 KA1983                         *CURRENT SURVEY CONTROL
 KA1983  ______________________________________________________________________
 KA1983* NAD 83(1997) POSITION- 39 14 45.94762(N) 086 43 34.44354(W)   ADJUSTED
 KA1983* NAVD 88 ORTHO HEIGHT -   240.31  (+/-2cm)      788.4   (feet) VERTCON3
 KA1983  ______________________________________________________________________
 KA1983  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 KA1983  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 KA1983  HORZ ORDER      -  SECOND
 KA1983  VERT ORDER      -  THIRD ? (See Below)
 KA1983
 KA1983.The horizontal coordinates were established by classical geodetic methods
 KA1983.and adjusted by the National Geodetic Survey in May 1999.
 KA1983
 KA1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1983
 KA1983.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1983.GEOID18 height accuracy estimate available here.
 KA1983
 KA1983.The vertical order pertains to the NGVD 29 superseded value.
 KA1983
 KA1983.Click photographs - Photos may exist for this station.
 KA1983
 KA1983.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1983
 KA1983. The following values were computed from the NAD 83(1997) position.
 KA1983
 KA1983;                    North         East     Units Scale Factor Converg.
 KA1983;SPC IN W     -   443,877.262   930,825.772   MT  0.99997836   +0 13 33.3
 KA1983;SPC IN W     - 1,456,287.32  3,053,884.22   sFT  0.99997836   +0 13 33.3
 KA1983;UTM  16      - 4,344,122.467   523,623.530   MT  0.99960687   +0 10 23.5
 KA1983
 KA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1983!SPC IN W     -   0.99996747  x   0.99997836  =   0.99994583
 KA1983!UTM  16      -   0.99996747  x   0.99960687  =   0.99957435
 KA1983
 KA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2362344122(NAD 83)
 KA1983
 KA1983                          SUPERSEDED SURVEY CONTROL
 KA1983
 KA1983  NAD 83(1986)-  39 14 45.95188(N)    086 43 34.44051(W) AD(       ) 2
 KA1983  NAD 27      -  39 14 45.79000(N)    086 43 34.42400(W) AD(       ) 2
 KA1983  NGVD 29             240.43   (m)          788.8    (f) LEVELING    3  
 KA1983
 KA1983.Superseded values are not recommended for survey control.
 KA1983
 KA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1983.See file dsdata.pdf to determine how the superseded data were derived.
 KA1983
 KA1983_MARKER: P = PIPE CAP
 KA1983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1983_STAMPING: PRIM TRAV STA NO 5
 KA1983_MARK LOGO: USGS
 KA1983_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1983
 KA1983  HISTORY     - Date     Condition        Report By
 KA1983  HISTORY     - UNK      MONUMENTED       USGS
 KA1983  HISTORY     - 1939     GOOD             CGS
 KA1983  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KA1983
 KA1983                          STATION DESCRIPTION
 KA1983
 KA1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1983'THIS STATION IS LOCATED ABOUT 3.6 MILES SE OF SPENCER BY ROAD ON THE
 KA1983'W SIDE OF INDIANA STATE HIGHWAY 43, OPPOSITE A GRAVEL T-ROAD
 KA1983'LEADING E, 12 FEET N OF THE CENTER LINE OF A LANE LEADING W, 30 FEET
 KA1983'W OF THE CENTER LINE OF HIGHWAY 43 AND 1 FOOT N OF A FENCE ON THE
 KA1983'N SIDE OF THE LANE. THE MARK IS AN IRON PIPE WITH A BRONZE CAP,
 KA1983'PROJECTING 6 INCHES ABOVE THE GROUND. IT IS 329.341 METERS S 25
 KA1983'DEG. W OF STATION MANNERS. THE MARK IS IN GOOD CONDITION.
 KA1983'
 KA1983'TO REACH FROM THE COURTHOUSE IN SPENCER GO SE ON HIGHWAY 43 FOR 3.6
 KA1983'MILES TO A GRAVEL T-ROAD LEFT AND THE MARK ON THE RIGHT.
 KA1983
 KA1983                          STATION RECOVERY (1947)
 KA1983
 KA1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1983'THIS IS A TRAVERSE STATION.
 KA1983'
 KA1983'THE STATION IS ABOUT 3.7 MILES SOUTHEAST OF SPENCER, 27 FEET WEST OF
 KA1983'APPROXIMATE CENTERLINE OF STATE HIGHWAY 43, 13 FEET NORTHWEST OF
 KA1983'A FENCE CORNER, 2 FEET NORTH OF A FENCE, AND 330.082 METERS 1082.94
 KA1983'FEET SOUTHWEST OF TRIANGULATION STATION MANNERS 1939
 KA1983'BY A TRAVERSE CONNECTION. THIS IS A STANDARD BRONZE DISK SET IN AN
 KA1983'IRON PIPE. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 KA1983'PRIM TRAV STA NO 5.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1444 ***********************************************************************
 ME1444  DESIGNATION -  PTS 69 Y
 ME1444  PID         -  ME1444
 ME1444  STATE/COUNTY-  IN/LAKE
 ME1444  COUNTRY     -  US
 ME1444  USGS QUAD   -  DYER (2019)
 ME1444
 ME1444                         *CURRENT SURVEY CONTROL
 ME1444  ______________________________________________________________________
 ME1444* NAD 83(1986) POSITION- 41 29 55.89   (N) 087 31 08.54   (W)   HD_HELD1
 ME1444* NAVD 88 ORTHO HEIGHT -   193.014 (meters)      633.25  (feet) ADJUSTED
 ME1444  ______________________________________________________________________
 ME1444  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 ME1444  DYNAMIC HEIGHT  -        192.940 (meters)      633.00  (feet) COMP
 ME1444  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 ME1444
 ME1444  VERT ORDER      -  SECOND    CLASS 0
 ME1444
 ME1444.The horizontal coordinates were determined by differentially corrected
 ME1444.hand held GPS observations or other comparable positioning techniques
 ME1444.and have an estimated accuracy of +/- 3 meters.
 ME1444
 ME1444.The orthometric height was determined by differential leveling and
 ME1444.adjusted by the NATIONAL GEODETIC SURVEY
 ME1444.in June 1991.
 ME1444
 ME1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1444.GEOID18 height accuracy estimate available here.
 ME1444
 ME1444.Click photographs - Photos may exist for this station.
 ME1444
 ME1444.The dynamic height is computed by dividing the NAVD 88
 ME1444.geopotential number by the normal gravity value computed on the
 ME1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1444.degrees latitude (g = 980.6199 gals.).
 ME1444
 ME1444.The modeled gravity was interpolated from observed gravity values.
 ME1444
 ME1444;                    North         East    Units  Estimated Accuracy
 ME1444;SPC IN W     -   694,050.6     863,620.8     MT  (+/- 3 meters HH1 GPS) 
 ME1444
 ME1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5667894267(NAD 83)
 ME1444
 ME1444                          SUPERSEDED SURVEY CONTROL
 ME1444
 ME1444  NGVD 29 (??/??/92)  193.108  (m)          633.56   (f) ADJ UNCH    2 0
 ME1444
 ME1444.Superseded values are not recommended for survey control.
 ME1444
 ME1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1444.See file dsdata.pdf to determine how the superseded data were derived.
 ME1444
 ME1444_MARKER: DB = BENCH MARK DISK
 ME1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1444_STAMPING: PRIM TRAV STA NO 69 Y 1924
 ME1444_MARK LOGO: USGS
 ME1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1444+STABILITY: SURFACE MOTION
 ME1444
 ME1444  HISTORY     - Date     Condition        Report By
 ME1444  HISTORY     - 1924     MONUMENTED       USGS
 ME1444  HISTORY     - 1934     GOOD             CGS
 ME1444  HISTORY     - 1969     GOOD             USGS
 ME1444
 ME1444                          STATION DESCRIPTION
 ME1444
 ME1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1444'AT DYER.
 ME1444'AT DYER, LAKE COUNTY, EAST OF THE MICHIGAN CENTRAL RAILROAD
 ME1444'STATION, AT THE CROSSING OF STATE HIGHWAY 141, 25 FEET WEST
 ME1444'OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE
 ME1444'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A UNITED
 ME1444'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA NO 69
 ME1444'Y 1924 AND SET IN THE TOP OF A CONCRETE POST.
 ME1444
 ME1444                          STATION RECOVERY (1969)
 ME1444
 ME1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ME1444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2385 ***********************************************************************
 ME2385  DESIGNATION -  PUL L70 ILHC
 ME2385  PID         -  ME2385
 ME2385  STATE/COUNTY-  IN/PULASKI
 ME2385  COUNTRY     -  US
 ME2385  USGS QUAD   -  NORTH JUDSON SE (2019)
 ME2385
 ME2385                         *CURRENT SURVEY CONTROL
 ME2385  ______________________________________________________________________
 ME2385* NAD 83(1997) POSITION- 41 03 23.57060(N) 086 46 38.68059(W)   ADJUSTED
 ME2385* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 ME2385  ______________________________________________________________________
 ME2385  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 ME2385  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 ME2385  HORZ ORDER      -  SECOND
 ME2385
 ME2385.The horizontal coordinates were established by classical geodetic methods
 ME2385.and adjusted by the National Geodetic Survey in May 1999.
 ME2385
 ME2385.The orthometric height was scaled from a topographic map.
 ME2385
 ME2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2385.GEOID18 height accuracy estimate available here.
 ME2385
 ME2385.Click photographs - Photos may exist for this station.
 ME2385
 ME2385.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2385
 ME2385. The following values were computed from the NAD 83(1997) position.
 ME2385
 ME2385;                    North         East     Units Scale Factor Converg.
 ME2385;SPC IN W     -   644,882.918   925,715.959   MT  0.99997480   +0 12 03.4
 ME2385;SPC IN W     - 2,115,753.37  3,037,119.78   sFT  0.99997480   +0 12 03.4
 ME2385;UTM  16      - 4,545,058.252   518,704.051   MT  0.99960431   +0 08 46.3
 ME2385
 ME2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2385!SPC IN W     -   0.99997158  x   0.99997480  =   0.99994638
 ME2385!UTM  16      -   0.99997158  x   0.99960431  =   0.99957590
 ME2385
 ME2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1870445058(NAD 83)
 ME2385
 ME2385                          SUPERSEDED SURVEY CONTROL
 ME2385
 ME2385  NAD 83(1986)-  41 03 23.57515(N)    086 46 38.68937(W) AD(       ) 2
 ME2385  NAD 27      -  41 03 23.43000(N)    086 46 38.63720(W) AD(       ) 2
 ME2385
 ME2385.Superseded values are not recommended for survey control.
 ME2385
 ME2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2385.See file dsdata.pdf to determine how the superseded data were derived.
 ME2385
 ME2385_MARKER: DB = BENCH MARK DISK
 ME2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2385+STABILITY: SURFACE MOTION
 ME2385
 ME2385  HISTORY     - Date     Condition        Report By
 ME2385  HISTORY     - UNK      MONUMENTED       INHD
 ME2385  HISTORY     - 1948     GOOD             CGS
 ME2385
 ME2385                          STATION DESCRIPTION
 ME2385
 ME2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2385'STATION IS LOCATED 11 MILES SOUTH OF NORTH JUDSON, 9 MILES WEST OF
 ME2385'WINAMAC AND 6 MILES
 ME2385'EAST OF MEDARYVILLE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 ME2385'STATE HIGHWAYS 14 AND 39.  IT IS 94 FEET
 ME2385'NORTHWEST OF THE INTERSECTION, 42 FEET WEST OF THE
 ME2385'CENTER OF HIGHWAY 39 AND 2 FEET NORTH OF A
 ME2385'FENCE CORNER.  THE MARK IS A 6 BY 6 INCH CONCRETE
 ME2385'POST PROJECTING 6 INCHES WITH A STANDARD INDIANA STATE
 ME2385'HIGHWAY BENCH MARK DISK STAMPED PUL
 ME2385'L 70.
 ME2385'
 ME2385'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BOUSLOG AND
 ME2385'THE DISTANCE WAS FOUND TO BE 7.833
 ME2385'METERS.
 ME2385'
 ME2385'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2616 ***********************************************************************
 LB2616  DESIGNATION -  PULASKI
 LB2616  PID         -  LB2616
 LB2616  STATE/COUNTY-  IN/PULASKI
 LB2616  COUNTRY     -  US
 LB2616  USGS QUAD   -  STAR CITY (2019)
 LB2616
 LB2616                         *CURRENT SURVEY CONTROL
 LB2616  ______________________________________________________________________
 LB2616* NAD 83(1997) POSITION- 40 59 30.19519(N) 086 37 24.27299(W)   ADJUSTED
 LB2616* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 LB2616  ______________________________________________________________________
 LB2616  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 LB2616  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 LB2616  HORZ ORDER      -  SECOND
 LB2616
 LB2616.The horizontal coordinates were established by classical geodetic methods
 LB2616.and adjusted by the National Geodetic Survey in May 1999.
 LB2616
 LB2616.The orthometric height was scaled from a topographic map.
 LB2616
 LB2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2616.GEOID18 height accuracy estimate available here.
 LB2616
 LB2616.Click photographs - Photos may exist for this station.
 LB2616
 LB2616.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2616
 LB2616. The following values were computed from the NAD 83(1997) position.
 LB2616
 LB2616;                    North         East     Units Scale Factor Converg.
 LB2616;SPC IN W     -   637,740.685   938,699.416   MT  0.99998509   +0 18 06.1
 LB2616;SPC IN W     - 2,092,320.90  3,079,716.33   sFT  0.99998509   +0 18 06.1
 LB2616;UTM  16      - 4,537,906.286   531,675.861   MT  0.99961235   +0 14 49.3
 LB2616
 LB2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2616!SPC IN W     -   0.99997221  x   0.99998509  =   0.99995730
 LB2616!UTM  16      -   0.99997221  x   0.99961235  =   0.99958457
 LB2616
 LB2616:                Primary Azimuth Mark                     Grid Az
 LB2616:SPC IN W     -  PULASKI AZ MK                            270 38 39.9
 LB2616:UTM  16      -  PULASKI AZ MK                            270 41 56.7
 LB2616
 LB2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3167537906(NAD 83)
 LB2616
 LB2616|---------------------------------------------------------------------|
 LB2616| PID    Reference Object                     Distance      Geod. Az  |
 LB2616|                                                           dddmmss.s |
 LB2616| CC9943 PULASKI RM 1                         31.074 METERS 01036     |
 LB2616| ME2369 WINAMAC MUNICIPAL STANDPIPE         APPROX. 7.5 KM 0132434.8 |
 LB2616| ME2373 WINAMAC CO CTHSE CLOCKTOWER         APPROX. 6.8 KM 0142710.6 |
 LB2616| CC9944 PULASKI RM 2                         28.039 METERS 10115     |
 LB2616| CC9942 PULASKI AZ MK                                      2705646.0 |
 LB2616|---------------------------------------------------------------------|
 LB2616
 LB2616                          SUPERSEDED SURVEY CONTROL
 LB2616
 LB2616  NAD 83(1986)-  40 59 30.20098(N)    086 37 24.28229(W) AD(       ) 2
 LB2616  NAD 27      -  40 59 30.05490(N)    086 37 24.24640(W) AD(       ) 2
 LB2616
 LB2616.Superseded values are not recommended for survey control.
 LB2616
 LB2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2616.See file dsdata.pdf to determine how the superseded data were derived.
 LB2616
 LB2616_MARKER: DS = TRIANGULATION STATION DISK
 LB2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2616_STAMPING: PULASKI 1947
 LB2616_MARK LOGO: CGS
 LB2616_PROJECTION: FLUSH
 LB2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2616+STABILITY: SURFACE MOTION
 LB2616
 LB2616  HISTORY     - Date     Condition        Report By
 LB2616  HISTORY     - 1947     MONUMENTED       CGS
 LB2616
 LB2616                          STATION DESCRIPTION
 LB2616
 LB2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2616'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WINAMAC ALONG THE SOUTH
 LB2616'SIDE OF STATE HIGHWAY NO. 119.  IT IS 153 FEET SOUTHWEST OF THE
 LB2616'INTERSECTION OF DRIVE WAY AND STATE HIGHWAY NO. 119, 139 FEET SOUTH
 LB2616'OF THE CENTER OF HIGHWAY, 30 FEET SOUTH OF A POWER LINE POLE, 15
 LB2616'FEET NORTH OF A FENCELINE AND 4 FEET NORTH OF A WHITE WITNESS POST.
 LB2616'THE MARK IS FLUSH AND THE DISK IS STAMPED PULASKI 1947.
 LB2616'
 LB2616'REFERENCE MARK NO. 1 IS 101.95 FEET NORTH OF THE STATION.  IT IS 70
 LB2616'FEET SOUTH OF THE CENTER OF HIGHWAY AND 40 FEET WEST OF THE CENTER
 LB2616'OF DRIVEWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LB2616'STAMPED PULASKI NO 1 1947.
 LB2616'
 LB2616'REFERENCE MARK NO. 2 IS 91.99 FEET EAST OF THE STATION.  IT IS 1 FOOT
 LB2616'NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 LB2616'IS STAMPED PULASKI NO 2 1947.
 LB2616'
 LB2616'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 32 FEET SOUTH OF
 LB2616'THE CENTER OF STATE HIGHWAY NO. 119, 6 FEET EAST OF A TELEPHONE
 LB2616'POLE, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LB2616'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2616'PULASKI 1947.
 LB2616'
 LB2616'TO REACH STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 LB2616'IN WINAMAC GO SOUTH ON STATE HIGHWAY NO. 14 FOR 0.15 MILE TO THE
 LB2616'JUNCTION OF STATE HIGHWAY NO. 119, TURN RIGHT AND GO SOUTH
 LB2616'ON STATE HIGHWAY NO. 119 FOR 5.1 MILE TO A SHARP CURVE AND STATION
 LB2616'ON THE LEFT, CONTINUE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2616'
 LB2616'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2352 ***********************************************************************
 HZ2352  DESIGNATION -  PUMPKIN
 HZ2352  PID         -  HZ2352
 HZ2352  STATE/COUNTY-  IN/WASHINGTON
 HZ2352  COUNTRY     -  US
 HZ2352  USGS QUAD   -  LITTLE YORK (2019)
 HZ2352
 HZ2352                         *CURRENT SURVEY CONTROL
 HZ2352  ______________________________________________________________________
 HZ2352* NAD 83(1997) POSITION- 38 42 20.69698(N) 085 59 51.18446(W)   ADJUSTED
 HZ2352* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 HZ2352  ______________________________________________________________________
 HZ2352  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 HZ2352  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 HZ2352  HORZ ORDER      -  FIRST
 HZ2352
 HZ2352.The horizontal coordinates were established by classical geodetic methods
 HZ2352.and adjusted by the National Geodetic Survey in May 1999.
 HZ2352
 HZ2352.The orthometric height was scaled from a topographic map.
 HZ2352
 HZ2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2352.GEOID18 height accuracy estimate available here.
 HZ2352
 HZ2352.Click photographs - Photos may exist for this station.
 HZ2352
 HZ2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2352
 HZ2352. The following values were computed from the NAD 83(1997) position.
 HZ2352
 HZ2352;                    North         East     Units Scale Factor Converg.
 HZ2352;SPC IN E     -   383,883.775    71,219.243   MT  0.99997686   -0 12 24.9
 HZ2352;SPC IN E     - 1,259,458.69    233,658.47   sFT  0.99997686   -0 12 24.9
 HZ2352;UTM  16      - 4,284,600.914   587,163.158   MT  0.99969356   +0 37 36.8
 HZ2352
 HZ2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2352!SPC IN E     -   0.99995870  x   0.99997686  =   0.99993556
 HZ2352!UTM  16      -   0.99995870  x   0.99969356  =   0.99965227
 HZ2352
 HZ2352:                Primary Azimuth Mark                     Grid Az
 HZ2352:SPC IN E     -  PUMPKIN AZ MK                            194 11 57.4
 HZ2352:UTM  16      -  PUMPKIN AZ MK                            193 21 55.7
 HZ2352
 HZ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8716384600(NAD 83)
 HZ2352
 HZ2352|---------------------------------------------------------------------|
 HZ2352| PID    Reference Object                     Distance      Geod. Az  |
 HZ2352|                                                           dddmmss.s |
 HZ2352| CG9757 PUMPKIN RM 1                         22.214 METERS 16657     |
 HZ2352| CG9756 PUMPKIN AZ MK                                      1935932.5 |
 HZ2352| CG9758 PUMPKIN RM 2                         22.289 METERS 28419     |
 HZ2352|---------------------------------------------------------------------|
 HZ2352
 HZ2352                          SUPERSEDED SURVEY CONTROL
 HZ2352
 HZ2352  NAD 83(1993)-  38 42 20.69994(N)    085 59 51.18429(W) AD(       ) 1
 HZ2352  NAD 83(1986)-  38 42 20.70063(N)    085 59 51.18794(W) AD(       ) 1
 HZ2352  NAD 27      -  38 42 20.49700(N)    085 59 51.27500(W) AD(       ) 1
 HZ2352
 HZ2352.Superseded values are not recommended for survey control.
 HZ2352
 HZ2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2352.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2352
 HZ2352_MARKER: DS = TRIANGULATION STATION DISK
 HZ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2352_STAMPING: PUMPKIN 1946
 HZ2352_MARK LOGO: CGS
 HZ2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2352+STABILITY: SURFACE MOTION
 HZ2352
 HZ2352  HISTORY     - Date     Condition        Report By
 HZ2352  HISTORY     - 1946     MONUMENTED       CGS
 HZ2352
 HZ2352                          STATION DESCRIPTION
 HZ2352
 HZ2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2352'THIS STATION IS LOCATED AT THE TOP OF A LONG WOODED RIDGE, ABOUT 8
 HZ2352'MILES NORTHEAST OF SALEM, AND ABOUT 2-1/2 MILES WEST OF PUMPKIN
 HZ2352'CENTER. THE STATION MARK IS 150 FEET SOUTH OF A HOUSE, 54 FEET EAST
 HZ2352'OF A GRAVEL ROAD, AND 6 FEET NORTH OF A WHITE WITNESS POST.
 HZ2352'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED PUMPKIN 1946.
 HZ2352'
 HZ2352'REFERENCE MARK NO. 1 IS 72.88 FEET SOUTH OF THE STATION AND 88 FEET
 HZ2352'EAST OF THE GRAVEL ROAD. THE MARK PROJECTS 6 INCHES AND THE
 HZ2352'DISK IS STAMPED PUMPKIN NO 1 1946.
 HZ2352'
 HZ2352'REFERENCE MARK NO. 2 IS 73.13 FEET WEST OF THE STATION AND 20 FEET
 HZ2352'WEST OF THE GRAVEL ROAD. THE MARK PROJECTS 6 INCHES AND THE
 HZ2352'DISK IS STAMPED PUMPKIN NO 2 1946.
 HZ2352'
 HZ2352'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 16 FEET EAST OF
 HZ2352'THE GRAVEL ROAD WHICH LEADS TO THE STATION, 150 YARDS NORTH OF
 HZ2352'A FARMHOUSE, AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 HZ2352'PROJECTS 6 INCHES AND THE DISK IS STAMPED PUMPKIN 1946.
 HZ2352'
 HZ2352'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 135 IN SALEM, GO
 HZ2352'EAST ON HIGHWAY 56 FOR 6.5 MILES TO A SIDE ROAD LEFT, THIS IS 0.2
 HZ2352'MILE EAST OF A SHARP RIGHT TURN IN THE HIGHWAY AND 0.1 MILE EAST OF
 HZ2352'SEVERAL WHITE FARM BUILDINGS, TURN LEFT AND GO 0.5 MILE TO A
 HZ2352'SHARP RIGHT TURN, TURN RIGHT AND GO 0.4 MILE TO A SIDE ROAD LEFT,
 HZ2352'TURN LEFT AND GO 0.5 MILE TO A T-ROAD INTERSECTION, TURN RIGHT
 HZ2352'AND FOLLOW MAIN ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT, KEEP STRAIGHT
 HZ2352'AHEAD FOR 0.3 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.9 MILE TO
 HZ2352'STATION ON RIGHT AT TOP OF RIDGE.
 HZ2352'
 HZ2352'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2612 ***********************************************************************
 LB2612  DESIGNATION -  PURDUE UNIV AIRPORT BEACON
 LB2612  PID         -  LB2612
 LB2612  STATE/COUNTY-  IN/TIPPECANOE
 LB2612  COUNTRY     -  US
 LB2612  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2612
 LB2612                         *CURRENT SURVEY CONTROL
 LB2612  ______________________________________________________________________
 LB2612* NAD 83(1997) POSITION- 40 25 00.10464(N) 086 55 45.19876(W)   ADJUSTED
 LB2612  ______________________________________________________________________
 LB2612  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 LB2612  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 LB2612  HORZ ORDER      -  THIRD
 LB2612
 LB2612.This mark is at Purdue Univ Airport (LAF)
 LB2612
 LB2612.The horizontal coordinates were established by classical geodetic methods
 LB2612.and adjusted by the National Geodetic Survey in May 1999.
 LB2612
 LB2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2612.GEOID18 height accuracy estimate available here.
 LB2612
 LB2612.Click photographs - Photos may exist for this station.
 LB2612
 LB2612.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2612
 LB2612. The following values were computed from the NAD 83(1997) position.
 LB2612
 LB2612;                    North         East     Units Scale Factor Converg.
 LB2612;SPC IN W     -   573,796.826   913,079.395   MT  0.99996877   +0 05 59.7
 LB2612;SPC IN W     - 1,882,531.75  2,995,661.32   sFT  0.99996877   +0 05 59.7
 LB2612;UTM  16      - 4,474,010.443   506,004.716   MT  0.99960044   +0 02 45.2
 LB2612
 LB2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0600474010(NAD 83)
 LB2612
 LB2612                          SUPERSEDED SURVEY CONTROL
 LB2612
 LB2612  NAD 83(1986)-  40 25 00.11165(N)    086 55 45.21033(W) AD(       ) 3
 LB2612  NAD 27      -  40 25 00.00000(N)    086 55 45.15600(W) AD(       ) 3
 LB2612
 LB2612.Superseded values are not recommended for survey control.
 LB2612
 LB2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2612.See file dsdata.pdf to determine how the superseded data were derived.
 LB2612
 LB2612_MARKER: 21 = AIRPORT BEACON
 LB2612
 LB2612  HISTORY     - Date     Condition        Report By
 LB2612  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2612  HISTORY     - 1956     GOOD             CGS
 LB2612  HISTORY     - 1958     GOOD             CGS
 LB2612  HISTORY     - 1970     GOOD             NGS
 LB2612  HISTORY     - 1974     GOOD             NGS
 LB2612  HISTORY     - 19881114 GOOD             NGS
 LB2612
 LB2612                          STATION DESCRIPTION
 LB2612
 LB2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2612'THIS IS AN INTERSECTION STATION.
 LB2612'
 LB2612'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LA FAYETTE AT THE
 LB2612'PURDUE UNIVERSITY AIRPORT.  IT IS ABOUT 60 FEET HIGH, OF STEEL
 LB2612'CONSTRUCTION, PAINTED RED AND WHITE AND IS LOCATED ON THE NORTH END
 LB2612'OF A CEMENT WING OF A BRICK BUILDING.  IT IS 100 FEET SOUTH OF THE
 LB2612'NICKLE PLATE RAILROAD.  POINT OF INTERSECTION WAS THE CENTER
 LB2612'OF THE REVOLVING LIGHT ON TOP.
 LB2612
 LB2612                          STATION RECOVERY (1956)
 LB2612
 LB2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 LB2612'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LB2612
 LB2612                          STATION RECOVERY (1958)
 LB2612
 LB2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2612'INTERSECTION STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE
 LB2612'AND CORRECT.
 LB2612
 LB2612                          STATION RECOVERY (1970)
 LB2612
 LB2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 LB2612'RECOVERED AS DESCRIBED.
 LB2612'
 LB2612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SW OF
 LB2612'LAFAYETTE.
 LB2612
 LB2612                          STATION RECOVERY (1974)
 LB2612
 LB2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2612'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LB2612'DESCRIBED.
 LB2612'
 LB2612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES SW OF
 LB2612'WEST LAFAYETTE.
 LB2612
 LB2612                          STATION RECOVERY (1988)
 LB2612
 LB2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB2612'THE AIRPORT BEACON IS ATOP A 60 INCH STEEL TOWER PAINTED RED.  IT IS
 LB2612'LOCATED ON THE NORTH END OF A CEMENT WING OF A BRICK BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9306 ***********************************************************************
 DG9306  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9306  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9306  DESIGNATION -  PURDUE UNIV COOP CORS ARP
 DG9306  CORS_ID     -  PRDU
 DG9306  PID         -  DG9306
 DG9306  STATE/COUNTY-  IN/TIPPECANOE
 DG9306  COUNTRY     -  US
 DG9306  USGS QUAD   -  LAFAYETTE WEST (2019)
 DG9306
 DG9306                         *CURRENT SURVEY CONTROL
 DG9306  ______________________________________________________________________
 DG9306* NAD 83(2011) POSITION- 40 25 39.66564(N) 086 54 39.75010(W)   ADJUSTED
 DG9306* NAD 83(2011) ELLIP HT-   175.014 (meters)        (04/??/25)   ADJUSTED
 DG9306* NAD 83(2011) EPOCH   -  2010.00
 DG9306* NAVD 88 ORTHO HEIGHT -   208.71  (meters)      684.7   (feet) GPS OBS
 DG9306  ______________________________________________________________________
 DG9306  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DG9306  NAD 83(2011) X  -    262,005.258 (meters)                     COMP
 DG9306  NAD 83(2011) Y  - -4,855,115.218 (meters)                     COMP
 DG9306  NAD 83(2011) Z  -  4,114,363.938 (meters)                     COMP
 DG9306
 DG9306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9306  Standards:
 DG9306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9306  -------------------------------------------------------------------
 DG9306  NETWORK    0.09   0.15           0.04   0.02   0.08     -0.26910700
 DG9306  -------------------------------------------------------------------
 DG9306
 DG9306.The coordinates were established by GPS observations
 DG9306.and adjusted by the National Geodetic Survey in April 2025.
 DG9306
 DG9306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9306.been affixed to the stable North American Tectonic Plate. 
 DG9306
 DG9306.The coordinates are valid at the epoch date displayed above
 DG9306.which is a decimal equivalence of Year/Month/Day.
 DG9306
 DG9306.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9306.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9306.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9306.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9306.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9306.published epoch of 2010.00.
 DG9306
 DG9306.Additional information on MYCS is available at:
 DG9306.https://geodesy.noaa.gov/CORS/index.shtml
 DG9306
 DG9306.The orthometric height was determined by GPS observations and a
 DG9306.high-resolution geoid model using precise GPS observation and
 DG9306.processing techniques.
 DG9306
 DG9306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9306.GEOID18 height accuracy estimate available here.
 DG9306
 DG9306.The PID for the CORS L1 Phase Center is DR1483.
 DG9306
 DG9306.Click photographs - Photos may exist for this station.
 DG9306
 DG9306.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9306
 DG9306.The ellipsoidal height was determined by GPS observations
 DG9306.and is referenced to NAD 83.
 DG9306
 DG9306. The following values were computed from the NAD 83(2011) position.
 DG9306
 DG9306;                    North         East     Units Scale Factor Converg.
 DG9306;SPC IN W     -   575,019.903   914,619.964   MT  0.99996930   +0 06 42.2
 DG9306;SPC IN W     - 1,886,544.47  3,000,715.67   sFT  0.99996930   +0 06 42.2
 DG9306;UTM  16      - 4,475,231.616   507,545.869   MT  0.99960070   +0 03 27.7
 DG9306
 DG9306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9306!SPC IN W     -   0.99997255  x   0.99996930  =   0.99994185
 DG9306!UTM  16      -   0.99997255  x   0.99960070  =   0.99957326
 DG9306
 DG9306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0754575231(NAD 83)
 DG9306
 DG9306                          SUPERSEDED SURVEY CONTROL
 DG9306
 DG9306  NAD 83(2011)-  40 25 39.66573(N)    086 54 39.75012(W) AD(2010.00) c
 DG9306  ELLIP H (07/??/20)  175.010  (m)                       GP(2010.00) c c
 DG9306  NAD 83(2011)-  40 25 39.66546(N)    086 54 39.75050(W) AD(2010.00) c
 DG9306  ELLIP H (06/??/19)  175.014  (m)                       GP(2010.00) c c
 DG9306  NAD 83(2011)-  40 25 39.66555(N)    086 54 39.75017(W) AD(2010.00) c
 DG9306  NAD 83(2011)-  40 25 39.66542(N)    086 54 39.75051(W) AD(2010.00) c
 DG9306  ELLIP H (08/??/11)  175.007  (m)                       GP(2010.00) c c
 DG9306  NAD 83(CORS)-  40 25 39.66569(N)    086 54 39.75076(W) AD(2002.00) c
 DG9306  ELLIP H (03/??/05)  175.009  (m)                       GP(2002.00) c c
 DG9306
 DG9306.Superseded values are not recommended for survey control.
 DG9306
 DG9306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9306.See file dsdata.pdf to determine how the superseded data were derived.
 DG9306
 DG9306_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9306
 DG9306                          STATION DESCRIPTION
 DG9306
 DG9306'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9306'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9306'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9306'AND LOG FILES ACCESSIBLE AT:
 DG9306'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2598 ***********************************************************************
 LB2598  DESIGNATION -  PURDUE UNIV EDUCAT BLDG SPIRE
 LB2598  PID         -  LB2598
 LB2598  STATE/COUNTY-  IN/TIPPECANOE
 LB2598  COUNTRY     -  US
 LB2598  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2598
 LB2598                         *CURRENT SURVEY CONTROL
 LB2598  ______________________________________________________________________
 LB2598* NAD 83(1997) POSITION- 40 25 30.66655(N) 086 54 54.33807(W)   ADJUSTED
 LB2598  ______________________________________________________________________
 LB2598  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 LB2598  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LB2598  HORZ ORDER      -  THIRD
 LB2598
 LB2598.The horizontal coordinates were established by classical geodetic methods
 LB2598.and adjusted by the National Geodetic Survey in May 1999.
 LB2598
 LB2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2598.GEOID18 height accuracy estimate available here.
 LB2598
 LB2598.Click photographs - Photos may exist for this station.
 LB2598
 LB2598.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2598
 LB2598. The following values were computed from the NAD 83(1997) position.
 LB2598
 LB2598;                    North         East     Units Scale Factor Converg.
 LB2598;SPC IN W     -   574,741.671   914,276.638   MT  0.99996917   +0 06 32.7
 LB2598;SPC IN W     - 1,885,631.63  2,999,589.27   sFT  0.99996917   +0 06 32.7
 LB2598;UTM  16      - 4,474,953.810   507,202.407   MT  0.99960064   +0 03 18.2
 LB2598
 LB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0720274953(NAD 83)
 LB2598
 LB2598                          SUPERSEDED SURVEY CONTROL
 LB2598
 LB2598  NAD 83(1986)-  40 25 30.67047(N)    086 54 54.34875(W) AD(       ) 3
 LB2598  NAD 27      -  40 25 30.55400(N)    086 54 54.29700(W) AD(       ) 3
 LB2598
 LB2598.Superseded values are not recommended for survey control.
 LB2598
 LB2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2598.See file dsdata.pdf to determine how the superseded data were derived.
 LB2598
 LB2598_MARKER: 89 = SPIRE
 LB2598
 LB2598  HISTORY     - Date     Condition        Report By
 LB2598  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2598  HISTORY     - 1958     GOOD             CGS
 LB2598  HISTORY     - 1974     GOOD             NGS
 LB2598  HISTORY     - 1981     GOOD             NGS
 LB2598
 LB2598                          STATION DESCRIPTION
 LB2598
 LB2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2598'THIS IS AN INTERSECTION STATION.
 LB2598'
 LB2598'STATION IS LOCATED ON THE SOUTHWEST SECTION OF THE CAMPUS OF PURDUE
 LB2598'UNIVERSITY.  IT IS ABOUT 100 FEET HIGH, OF BRICK CONSTRUCTION ON THE
 LB2598'EAST SIDE OF THE BUILDING.  POINT OF INTERSECTION WAS THE CENTER OF
 LB2598'TOP.
 LB2598
 LB2598                          STATION RECOVERY (1958)
 LB2598
 LB2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2598'ONLY SPIRE IN VICINITY IS OVER SOUTHERLY ENTRANCE ON EAST SIDE OF
 LB2598'UNIVERSITY HALL BUILDING.  THIS IS APPROXIMATE LOCATION OF STATION
 LB2598'POSITION, PLOTTED ON U. S. G. S. QUADRANGLE.
 LB2598
 LB2598                          STATION RECOVERY (1974)
 LB2598
 LB2598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2598'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LB2598'DESCRIBED.
 LB2598'
 LB2598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2598
 LB2598                          STATION RECOVERY (1981)
 LB2598
 LB2598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GFS)
 LB2598'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2598'
 LB2598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2600 ***********************************************************************
 LB2600  DESIGNATION -  PURDUE UNIV HEATING PLT STK
 LB2600  PID         -  LB2600
 LB2600  STATE/COUNTY-  IN/TIPPECANOE
 LB2600  COUNTRY     -  US
 LB2600  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2600
 LB2600                         *CURRENT SURVEY CONTROL
 LB2600  ______________________________________________________________________
 LB2600* NAD 83(1997) POSITION- 40 25 38.07210(N) 086 54 48.07406(W)   ADJUSTED
 LB2600  ______________________________________________________________________
 LB2600  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 LB2600  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LB2600  HORZ ORDER      -  THIRD
 LB2600
 LB2600.The horizontal coordinates were established by classical geodetic methods
 LB2600.and adjusted by the National Geodetic Survey in May 1999.
 LB2600
 LB2600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2600.GEOID18 height accuracy estimate available here.
 LB2600
 LB2600.Click photographs - Photos may exist for this station.
 LB2600
 LB2600.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2600
 LB2600. The following values were computed from the NAD 83(1997) position.
 LB2600
 LB2600;                    North         East     Units Scale Factor Converg.
 LB2600;SPC IN W     -   574,970.372   914,423.853   MT  0.99996923   +0 06 36.8
 LB2600;SPC IN W     - 1,886,381.96  3,000,072.26   sFT  0.99996923   +0 06 36.8
 LB2600;UTM  16      - 4,475,182.288   507,349.784   MT  0.99960066   +0 03 22.3
 LB2600
 LB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0734975182(NAD 83)
 LB2600
 LB2600                          SUPERSEDED SURVEY CONTROL
 LB2600
 LB2600  NAD 83(1986)-  40 25 38.07832(N)    086 54 48.08562(W) AD(       ) 3
 LB2600  NAD 27      -  40 25 37.96300(N)    086 54 48.03700(W) AD(       ) 3
 LB2600
 LB2600.Superseded values are not recommended for survey control.
 LB2600
 LB2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2600.See file dsdata.pdf to determine how the superseded data were derived.
 LB2600
 LB2600_MARKER: 63 = STACK
 LB2600
 LB2600  HISTORY     - Date     Condition        Report By
 LB2600  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2600  HISTORY     - 1948     GOOD             CGS
 LB2600  HISTORY     - 1956     GOOD             CGS
 LB2600  HISTORY     - 1958     GOOD             CGS
 LB2600  HISTORY     - 1974     GOOD             NGS
 LB2600
 LB2600                          STATION DESCRIPTION
 LB2600
 LB2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2600'THIS IS AN INTERSECTION STATION.
 LB2600'
 LB2600'STATION IS LOCATED AT THE CENTER OF THE CAMPUS OF PURDUE UNIVERSITY.
 LB2600'IT IS ABOUT 200 FEET HIGH, OF BRICK CONSTRUCTION WITH A STEEL BAND
 LB2600'ENCIRCLING SAME ABOUT EVERY 3 FEET AND IS ON THE NORTH END OF A
 LB2600'BUILDING.  POINT OF INTERSECTION WAS THE CENTER OF TOP.
 LB2600
 LB2600                          STATION RECOVERY (1956)
 LB2600
 LB2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 LB2600'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LB2600
 LB2600                          STATION RECOVERY (1958)
 LB2600
 LB2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LB2600'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE
 LB2600'AND CORRECT.
 LB2600
 LB2600                          STATION RECOVERY (1974)
 LB2600
 LB2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2600'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LB2600'DESCRIBED.
 LB2600'
 LB2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0872 ***********************************************************************
 LB0872  DESIGNATION -  PURDUE UNIV RESET
 LB0872  PID         -  LB0872
 LB0872  STATE/COUNTY-  IN/TIPPECANOE
 LB0872  COUNTRY     -  US
 LB0872  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0872
 LB0872                         *CURRENT SURVEY CONTROL
 LB0872  ______________________________________________________________________
 LB0872* NAD 83(1986) POSITION- 40 25 43.     (N) 086 54 49.     (W)   SCALED
 LB0872* NAVD 88 ORTHO HEIGHT -   189.49  (meters)      621.7   (feet) RESET
 LB0872  ______________________________________________________________________
 LB0872  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 LB0872  VERT ORDER      -  THIRD
 LB0872
 LB0872.The horizontal coordinates were scaled from a map and have
 LB0872.an estimated accuracy of +/- 6 seconds.
 LB0872
 LB0872.The orthometric height was computed from unverified reset data.
 LB0872
 LB0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0872.GEOID18 height accuracy estimate available here.
 LB0872
 LB0872.Click photographs - Photos may exist for this station.
 LB0872
 LB0872;                    North         East    Units  Estimated Accuracy
 LB0872;SPC IN W     -   575,120.      914,400.      MT  (+/- 180 meters Scaled)
 LB0872
 LB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK073753(NAD 83)
 LB0872
 LB0872                          SUPERSEDED SURVEY CONTROL
 LB0872
 LB0872  NGVD 29 (??/??/??)  189.59   (m)          622.0    (f) RESET       3  
 LB0872
 LB0872.Superseded values are not recommended for survey control.
 LB0872
 LB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0872.See file dsdata.pdf to determine how the superseded data were derived.
 LB0872
 LB0872_MARKER: DB = BENCH MARK DISK
 LB0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0872_STAMPING: PURDUE U RESET 1959
 LB0872_MARK LOGO: CGS
 LB0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0872+STABILITY: SURFACE MOTION
 LB0872
 LB0872  HISTORY     - Date     Condition        Report By
 LB0872  HISTORY     - 1959     MONUMENTED       LOCENG
 LB0872  HISTORY     - 1965     GOOD             CGS
 LB0872
 LB0872                          STATION DESCRIPTION
 LB0872
 LB0872'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LB0872'AT WEST LA FAYETTE.
 LB0872'AT WEST LA FAYETTE, TIPPECANOE COUNTY, ON PURDUE UNIVERSITY
 LB0872'CAMPUS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF PURDUE
 LB0872'AND STADIUM MALL, 3 FEET INSIDE THE CURB, 21 YARDS SOUTH OF THE
 LB0872'SOUTHWEST CORNER OF THE CHEMICAL AND METALLURGICAL ENGINEERING
 LB0872'BUILDING, 44 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LB0872'PHARMACY BUILDING, 32 YARDS NORTHEAST OF THE CENTER OF LOEB
 LB0872'MEMORIAL FOUNTAIN IN FRONT OF THE EXECUTIVE BUILDING, AND ABOUT
 LB0872'LEVEL WITH TOP OF CURB.  A STANDARD DISK, STAMPED PURDUE U.,
 LB0872'RESET 1959 AND SET IN THE TOP OF A CONCRETE POST.  REPLACES
 LB0872'FORMER BENCH MARK PURDUE UNIV. 1934 WHICH WAS DESTROYED.
 LB0872
 LB0872                          STATION RECOVERY (1965)
 LB0872
 LB0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0871 ***********************************************************************
 LB0871  DESIGNATION -  PURDUE UNIVERSITY
 LB0871  PID         -  LB0871
 LB0871  STATE/COUNTY-  IN/TIPPECANOE
 LB0871  COUNTRY     -  US
 LB0871  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0871
 LB0871                         *CURRENT SURVEY CONTROL
 LB0871  ______________________________________________________________________
 LB0871* NAD 83(1986) POSITION- 40 25 43.     (N) 086 54 49.     (W)   SCALED
 LB0871* NAVD 88 ORTHO HEIGHT -   189.417 (meters)      621.45  (feet) ADJUSTED
 LB0871  ______________________________________________________________________
 LB0871  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 LB0871  DYNAMIC HEIGHT  -        189.324 (meters)      621.14  (feet) COMP
 LB0871  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LB0871
 LB0871  VERT ORDER      -  SECOND    CLASS 0
 LB0871
 LB0871.The horizontal coordinates were scaled from a map and have
 LB0871.an estimated accuracy of +/- 6 seconds.
 LB0871
 LB0871.The orthometric height was determined by differential leveling and
 LB0871.adjusted by the NATIONAL GEODETIC SURVEY
 LB0871.in June 1991.
 LB0871
 LB0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0871.GEOID18 height accuracy estimate available here.
 LB0871
 LB0871.Click photographs - Photos may exist for this station.
 LB0871
 LB0871.The dynamic height is computed by dividing the NAVD 88
 LB0871.geopotential number by the normal gravity value computed on the
 LB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0871.degrees latitude (g = 980.6199 gals.).
 LB0871
 LB0871.The modeled gravity was interpolated from observed gravity values.
 LB0871
 LB0871;                    North         East    Units  Estimated Accuracy
 LB0871;SPC IN W     -   575,120.      914,400.      MT  (+/- 180 meters Scaled)
 LB0871
 LB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK073753(NAD 83)
 LB0871
 LB0871                          SUPERSEDED SURVEY CONTROL
 LB0871
 LB0871  NGVD 29 (??/??/92)  189.51   (m)          621.8    (f) COMPUTED    2 0
 LB0871
 LB0871.Superseded values are not recommended for survey control.
 LB0871
 LB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0871.See file dsdata.pdf to determine how the superseded data were derived.
 LB0871
 LB0871_MARKER: DB = BENCH MARK DISK
 LB0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0871_STAMPING: PURDUE UNIV 1934
 LB0871_MARK LOGO: CGS
 LB0871_PROJECTION: RECESSED 46 CENTIMETERS
 LB0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0871+STABILITY: SURFACE MOTION
 LB0871
 LB0871  HISTORY     - Date     Condition        Report By
 LB0871  HISTORY     - 1934     MONUMENTED       CGS
 LB0871  HISTORY     - 1935     GOOD             CGS
 LB0871  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 LB0871
 LB0871                          STATION DESCRIPTION
 LB0871
 LB0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB0871'AT WEST LA FAYETTE.
 LB0871'AT WEST LA FAYETTE, TIPPECANOE COUNTY, ON PURDUE UNIVERSITY
 LB0871'CAMPUS, 97 YARDS NORTH OF THE NORTH END OF THE SERVICE AND
 LB0871'STORES BUILDING, 74 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE
 LB0871'PHARMACY BUILDING, 58 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 LB0871'MECHANICAL ENGINEERING BUILDING, IN THE CENTER OF A CIRCULAR
 LB0871'DRIVE, IN A LARGE GRASS PLOT, AND PROTECTED BY A 2- BY 2-FOOT
 LB0871'SQUARE BRICK WALL.  A STANDARD DISK, STAMPED PURDUE UNIV 1934
 LB0871'AND SET IN CONCRETE 1-1/2 FEET BELOW GROUND.
 LB0871
 LB0871                          STATION RECOVERY (1959)
 LB0871
 LB0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LB0871'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN2120 ***********************************************************************
 DN2120  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN2120  DESIGNATION -  PURDUE_U_IN2010 CORS GRP
 DN2120  CORS_ID     -  P775
 DN2120  PID         -  DN2120
 DN2120  STATE/COUNTY-  IN/TIPPECANOE
 DN2120  COUNTRY     -  US
 DN2120  USGS QUAD   -  LAFAYETTE WEST (2019)
 DN2120
 DN2120                         *CURRENT SURVEY CONTROL
 DN2120  ______________________________________________________________________
 DN2120* NAD 83(2011) POSITION- 40 28 31.37966(N) 086 59 31.48326(W)   ADJUSTED
 DN2120* NAD 83(2011) ELLIP HT-   183.604 (meters)        (04/??/25)   ADJUSTED
 DN2120* NAD 83(2011) EPOCH   -  2010.00
 DN2120  ______________________________________________________________________
 DN2120  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DN2120  NAD 83(2011) X  -    254,958.120 (meters)                     COMP
 DN2120  NAD 83(2011) Y  - -4,852,055.651 (meters)                     COMP
 DN2120  NAD 83(2011) Z  -  4,118,400.086 (meters)                     COMP
 DN2120  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 DN2120
 DN2120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN2120  Standards:
 DN2120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN2120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN2120  -------------------------------------------------------------------
 DN2120  NETWORK    0.14   0.08           0.03   0.07   0.04     -0.32960500
 DN2120  -------------------------------------------------------------------
 DN2120
 DN2120.The horizontal coordinates were established by GPS observations
 DN2120.and adjusted by the National Geodetic Survey in April 2025.
 DN2120
 DN2120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN2120.been affixed to the stable North American Tectonic Plate. 
 DN2120
 DN2120.The horizontal coordinates are valid at the epoch date displayed above
 DN2120.which is a decimal equivalence of Year/Month/Day.
 DN2120
 DN2120.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DN2120.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DN2120.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DN2120.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DN2120.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DN2120.published epoch of 2010.00.
 DN2120
 DN2120.Additional information on MYCS is available at:
 DN2120.https://geodesy.noaa.gov/CORS/index.shtml
 DN2120
 DN2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2120.GEOID18 height accuracy estimate available here.
 DN2120
 DN2120.Click photographs - Photos may exist for this station.
 DN2120
 DN2120.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN2120
 DN2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN2120
 DN2120.The ellipsoidal height was determined by GPS observations
 DN2120.and is referenced to NAD 83.
 DN2120
 DN2120. The following values were computed from the NAD 83(2011) position.
 DN2120
 DN2120;                    North         East     Units Scale Factor Converg.
 DN2120;SPC IN W     -   580,306.054   907,738.022   MT  0.99996740   +0 03 33.2
 DN2120;SPC IN W     - 1,903,887.45  2,978,137.16   sFT  0.99996740   +0 03 33.2
 DN2120;UTM  16      - 4,480,522.311   500,671.449   MT  0.99960001   +0 00 18.5
 DN2120
 DN2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN2120!SPC IN W     -   0.99997120  x   0.99996740  =   0.99993860
 DN2120!UTM  16      -   0.99997120  x   0.99960001  =   0.99957122
 DN2120
 DN2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0067180522(NAD 83)
 DN2120
 DN2120                          SUPERSEDED SURVEY CONTROL
 DN2120
 DN2120  NAD 83(2011)-  40 28 31.37969(N)    086 59 31.48319(W) AD(2010.00) A
 DN2120  ELLIP H (06/??/19)  183.602  (m)                       GP(2010.00) 4 1
 DN2120  NAD 83(2011)-  40 28 31.38007(N)    086 59 31.48302(W) AD(2010.00) A
 DN2120  ELLIP H (12/??/11)  183.595  (m)                       GP(2010.00) 4 1
 DN2120  NAD 83(CORS)-  40 28 31.38012(N)    086 59 31.48376(W) AD(2002.00) A
 DN2120  ELLIP H (08/??/11)  183.594  (m)                       GP(2002.00) 4 1
 DN2120
 DN2120.Superseded values are not recommended for survey control.
 DN2120
 DN2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN2120.See file dsdata.pdf to determine how the superseded data were derived.
 DN2120
 DN2120_STAMPING: UNKNOWN
 DN2120
 DN2120                          STATION DESCRIPTION
 DN2120
 DN2120'THIS MONUMENT IS ASSOCIATED WITH STATION 'P775'
 DN2120'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DN2120'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DN2120'AND LOG FILES ACCESSIBLE AT:
 DN2120'https://geodesy.noaa.gov/CORS/index.shtml
 DN2120'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DN2118 ***********************************************************************
 DN2118  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN2118  DESIGNATION -  PURDUE_U__IN2010 CORS ARP
 DN2118  CORS_ID     -  P775
 DN2118  PID         -  DN2118
 DN2118  STATE/COUNTY-  IN/TIPPECANOE
 DN2118  COUNTRY     -  US
 DN2118  USGS QUAD   -  LAFAYETTE WEST (2019)
 DN2118
 DN2118                         *CURRENT SURVEY CONTROL
 DN2118  ______________________________________________________________________
 DN2118* NAD 83(2011) POSITION- 40 28 31.37966(N) 086 59 31.48326(W)   ADJUSTED
 DN2118* NAD 83(2011) ELLIP HT-   183.612 (meters)        (04/??/25)   ADJUSTED
 DN2118* NAD 83(2011) EPOCH   -  2010.00
 DN2118  ______________________________________________________________________
 DN2118  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DN2118  NAD 83(2011) X  -    254,958.121 (meters)                     COMP
 DN2118  NAD 83(2011) Y  - -4,852,055.658 (meters)                     COMP
 DN2118  NAD 83(2011) Z  -  4,118,400.091 (meters)                     COMP
 DN2118
 DN2118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN2118  Standards:
 DN2118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN2118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN2118  -------------------------------------------------------------------
 DN2118  NETWORK    0.14   0.08           0.03   0.07   0.04     -0.32960500
 DN2118  -------------------------------------------------------------------
 DN2118
 DN2118.The coordinates were established by GPS observations
 DN2118.and adjusted by the National Geodetic Survey in April 2025.
 DN2118
 DN2118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN2118.been affixed to the stable North American Tectonic Plate. 
 DN2118
 DN2118.The coordinates are valid at the epoch date displayed above
 DN2118.which is a decimal equivalence of Year/Month/Day.
 DN2118
 DN2118.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DN2118.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DN2118.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DN2118.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DN2118.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DN2118.published epoch of 2010.00.
 DN2118
 DN2118.Additional information on MYCS is available at:
 DN2118.https://geodesy.noaa.gov/CORS/index.shtml
 DN2118
 DN2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2118.GEOID18 height accuracy estimate available here.
 DN2118
 DN2118.The PID for the CORS L1 Phase Center is DP8531.
 DN2118
 DN2118.Click photographs - Photos may exist for this station.
 DN2118
 DN2118.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN2118
 DN2118.The ellipsoidal height was determined by GPS observations
 DN2118.and is referenced to NAD 83.
 DN2118
 DN2118. The following values were computed from the NAD 83(2011) position.
 DN2118
 DN2118;                    North         East     Units Scale Factor Converg.
 DN2118;SPC IN W     -   580,306.054   907,738.022   MT  0.99996740   +0 03 33.2
 DN2118;SPC IN W     - 1,903,887.45  2,978,137.16   sFT  0.99996740   +0 03 33.2
 DN2118;UTM  16      - 4,480,522.311   500,671.449   MT  0.99960001   +0 00 18.5
 DN2118
 DN2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN2118!SPC IN W     -   0.99997120  x   0.99996740  =   0.99993860
 DN2118!UTM  16      -   0.99997120  x   0.99960001  =   0.99957122
 DN2118
 DN2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0067180522(NAD 83)
 DN2118
 DN2118                          SUPERSEDED SURVEY CONTROL
 DN2118
 DN2118  NAD 83(2011)-  40 28 31.37969(N)    086 59 31.48319(W) AD(2010.00) c
 DN2118  ELLIP H (06/??/19)  183.610  (m)                       GP(2010.00) c c
 DN2118  NAD 83(2011)-  40 28 31.38007(N)    086 59 31.48302(W) AD(2010.00) c
 DN2118  ELLIP H (12/??/11)  183.603  (m)                       GP(2010.00) c c
 DN2118  NAD 83(CORS)-  40 28 31.38012(N)    086 59 31.48376(W) AD(2002.00) c
 DN2118  ELLIP H (08/??/11)  183.602  (m)                       GP(2002.00) c c
 DN2118
 DN2118.Superseded values are not recommended for survey control.
 DN2118
 DN2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN2118.See file dsdata.pdf to determine how the superseded data were derived.
 DN2118
 DN2118_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN2118
 DN2118                          STATION DESCRIPTION
 DN2118
 DN2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DN2118'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DN2118'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DN2118'AND LOG FILES ACCESSIBLE AT:
 DN2118'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0490 ***********************************************************************
 KA0490  DESIGNATION -  PUTN C 1
 KA0490  PID         -  KA0490
 KA0490  STATE/COUNTY-  IN/PUTNAM
 KA0490  COUNTRY     -  US
 KA0490  USGS QUAD   -  QUINCY (2019)
 KA0490
 KA0490                         *CURRENT SURVEY CONTROL
 KA0490  ______________________________________________________________________
 KA0490* NAD 83(1986) POSITION- 39 29 49.84   (N) 086 43 34.68   (W)   HD_HELD1
 KA0490* NAVD 88 ORTHO HEIGHT -   224.252 (meters)      735.73  (feet) ADJUSTED
 KA0490  ______________________________________________________________________
 KA0490  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KA0490  DYNAMIC HEIGHT  -        224.124 (meters)      735.31  (feet) COMP
 KA0490  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 KA0490
 KA0490  VERT ORDER      -  SECOND    CLASS 0
 KA0490
 KA0490.The horizontal coordinates were determined by differentially corrected
 KA0490.hand held GPS observations or other comparable positioning techniques
 KA0490.and have an estimated accuracy of +/- 3 meters.
 KA0490
 KA0490.The orthometric height was determined by differential leveling and
 KA0490.adjusted by the NATIONAL GEODETIC SURVEY
 KA0490.in June 1991.
 KA0490
 KA0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0490.GEOID18 height accuracy estimate available here.
 KA0490
 KA0490.Click photographs - Photos may exist for this station.
 KA0490
 KA0490.The dynamic height is computed by dividing the NAVD 88
 KA0490.geopotential number by the normal gravity value computed on the
 KA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0490.degrees latitude (g = 980.6199 gals.).
 KA0490
 KA0490.The modeled gravity was interpolated from observed gravity values.
 KA0490
 KA0490;                    North         East    Units  Estimated Accuracy
 KA0490;SPC IN W     -   471,752.1     930,709.9     MT  (+/- 3 meters HH1 GPS) 
 KA0490
 KA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2353371987(NAD 83)
 KA0490
 KA0490                          SUPERSEDED SURVEY CONTROL
 KA0490
 KA0490  NGVD 29 (??/??/92)  224.368  (m)          736.11   (f) ADJ UNCH    2 0
 KA0490
 KA0490.Superseded values are not recommended for survey control.
 KA0490
 KA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0490.See file dsdata.pdf to determine how the superseded data were derived.
 KA0490
 KA0490_MARKER: DD = SURVEY DISK
 KA0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0490_SP_SET: BRIDGE
 KA0490_STAMPING: PUTN C 1
 KA0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0490
 KA0490  HISTORY     - Date     Condition        Report By
 KA0490  HISTORY     - UNK      MONUMENTED       INHD
 KA0490  HISTORY     - 1946     GOOD             CGS
 KA0490
 KA0490                          STATION DESCRIPTION
 KA0490
 KA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0490'4.5 MI SE FROM CLOVERDALE.
 KA0490'1.0 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 KA0490'CLOVERDALE, THENCE ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY
 KA0490'42, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 KA0490'BRIDGE SEAT OF A SINGLE SPAN STEEL BRIDGE OVER THE MILL CREEK,
 KA0490'15 FEET SOUTHWEST OF AND ABOUT 6 FEET BELOW THE CENTER LINE
 KA0490'OF THE HIGHWAY.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD
 KA0490'DISK, STAMPED PUTN C 1, AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0707 ***********************************************************************
 KA0707  DESIGNATION -  PUTN C 3
 KA0707  PID         -  KA0707
 KA0707  STATE/COUNTY-  IN/PUTNAM
 KA0707  COUNTRY     -  US
 KA0707  USGS QUAD   -  REELSVILLE (2019)
 KA0707
 KA0707                         *CURRENT SURVEY CONTROL
 KA0707  ______________________________________________________________________
 KA0707* NAD 83(1986) POSITION- 39 33 19.92   (N) 086 55 24.63   (W)   HD_HELD1
 KA0707* NAVD 88 ORTHO HEIGHT -   191.259 (meters)      627.49  (feet) ADJUSTED
 KA0707  ______________________________________________________________________
 KA0707  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KA0707  DYNAMIC HEIGHT  -        191.151 (meters)      627.13  (feet) COMP
 KA0707  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 KA0707
 KA0707  VERT ORDER      -  FIRST     CLASS II
 KA0707
 KA0707.The horizontal coordinates were determined by differentially corrected
 KA0707.hand held GPS observations or other comparable positioning techniques
 KA0707.and have an estimated accuracy of +/- 3 meters.
 KA0707
 KA0707.The orthometric height was determined by differential leveling and
 KA0707.adjusted by the NATIONAL GEODETIC SURVEY
 KA0707.in June 1991.
 KA0707
 KA0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0707.GEOID18 height accuracy estimate available here.
 KA0707
 KA0707.Click photographs - Photos may exist for this station.
 KA0707
 KA0707.The dynamic height is computed by dividing the NAVD 88
 KA0707.geopotential number by the normal gravity value computed on the
 KA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0707.degrees latitude (g = 980.6199 gals.).
 KA0707
 KA0707.The modeled gravity was interpolated from observed gravity values.
 KA0707
 KA0707;                    North         East    Units  Estimated Accuracy
 KA0707;SPC IN W     -   478,182.2     913,735.7     MT  (+/- 3 meters HH1 GPS) 
 KA0707
 KA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0657178430(NAD 83)
 KA0707
 KA0707                          SUPERSEDED SURVEY CONTROL
 KA0707
 KA0707  NGVD 29 (??/??/92)  191.379  (m)          627.88   (f) ADJ UNCH    1 2
 KA0707
 KA0707.Superseded values are not recommended for survey control.
 KA0707
 KA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0707.See file dsdata.pdf to determine how the superseded data were derived.
 KA0707
 KA0707_MARKER: DB = BENCH MARK DISK
 KA0707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0707_SP_SET: WINGWALL
 KA0707_STAMPING: PUTN C 3
 KA0707_MARK LOGO: INHD
 KA0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0707+STABILITY: SURFACE MOTION
 KA0707
 KA0707  HISTORY     - Date     Condition        Report By
 KA0707  HISTORY     - UNK      MONUMENTED       INHD
 KA0707  HISTORY     - 1946     GOOD             CGS
 KA0707  HISTORY     - 1985     GOOD             NGS
 KA0707  HISTORY     - 20110714 GOOD             GEOCAC
 KA0707
 KA0707                          STATION DESCRIPTION
 KA0707
 KA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0707'0.2 MI E FROM MANHATTAN.
 KA0707'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE CROSS ROAD
 KA0707'AT MANHATTAN, 22 FEET NORTH OF THE NORTH LANE OF THE HIGHWAY,
 KA0707'AND SET IN A 40 FOOT CONCRETE BRIDGE NO. 40-F-34.20.  (SET IN THE
 KA0707'WEST WINGWALL OF THE BRIDGE.)  AN INDIANA STATE HIGHWAY
 KA0707'COMMISSION STANDARD DISK, STAMPED PUTN C 3.
 KA0707
 KA0707                          STATION RECOVERY (1985)
 KA0707
 KA0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0707'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.9 KM (11.1
 KA0707'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0707'HIGHWAY 59 IN BRAZIL.
 KA0707
 KA0707                          STATION RECOVERY (2011)
 KA0707
 KA0707'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0704 ***********************************************************************
 KA0704  DESIGNATION -  PUTN C 4
 KA0704  PID         -  KA0704
 KA0704  STATE/COUNTY-  IN/PUTNAM
 KA0704  COUNTRY     -  US
 KA0704  USGS QUAD   -  REELSVILLE (2019)
 KA0704
 KA0704                         *CURRENT SURVEY CONTROL
 KA0704  ______________________________________________________________________
 KA0704* NAD 83(1986) POSITION- 39 34 09.     (N) 086 52 57.     (W)   SCALED
 KA0704* NAVD 88 ORTHO HEIGHT -   224.055 (meters)      735.09  (feet) ADJUSTED
 KA0704  ______________________________________________________________________
 KA0704  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KA0704  DYNAMIC HEIGHT  -        223.928 (meters)      734.67  (feet) COMP
 KA0704  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA0704
 KA0704  VERT ORDER      -  SECOND    CLASS 0
 KA0704
 KA0704.The horizontal coordinates were scaled from a map and have
 KA0704.an estimated accuracy of +/- 6 seconds.
 KA0704
 KA0704.The orthometric height was determined by differential leveling and
 KA0704.adjusted by the NATIONAL GEODETIC SURVEY
 KA0704.in June 1991.
 KA0704
 KA0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0704.GEOID18 height accuracy estimate available here.
 KA0704
 KA0704.Click photographs - Photos may exist for this station.
 KA0704
 KA0704.The dynamic height is computed by dividing the NAVD 88
 KA0704.geopotential number by the normal gravity value computed on the
 KA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0704.degrees latitude (g = 980.6199 gals.).
 KA0704
 KA0704.The modeled gravity was interpolated from observed gravity values.
 KA0704
 KA0704;                    North         East    Units  Estimated Accuracy
 KA0704;SPC IN W     -   479,700.      917,260.      MT  (+/- 180 meters Scaled)
 KA0704
 KA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ100799(NAD 83)
 KA0704
 KA0704                          SUPERSEDED SURVEY CONTROL
 KA0704
 KA0704  NGVD 29 (??/??/92)  224.172  (m)          735.47   (f) ADJ UNCH    2 0
 KA0704
 KA0704.Superseded values are not recommended for survey control.
 KA0704
 KA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0704.See file dsdata.pdf to determine how the superseded data were derived.
 KA0704
 KA0704_MARKER: DD = SURVEY DISK
 KA0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0704_SP_SET: PIER
 KA0704_STAMPING: PUTN C -4
 KA0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0704
 KA0704  HISTORY     - Date     Condition        Report By
 KA0704  HISTORY     - UNK      MONUMENTED       INHD
 KA0704  HISTORY     - 1946     GOOD             CGS
 KA0704  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0704
 KA0704                          STATION DESCRIPTION
 KA0704
 KA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0704'1 MI W FROM PUTNAMVILLE.
 KA0704'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0704'AT PUTNAMVILLE, 0.2 MILE EAST OF THE INDIANA STATE POLICE POST
 KA0704'NO. 5, SET IN THE TOP OF THE NORTH END OF THE WESTERN MOST PIER
 KA0704'OF THE OVERPASS OVER THE RAILROAD, 31 FEET NORTH OF AND ABOUT 3.5
 KA0704'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.  AN INDIANA
 KA0704'STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED PUTN C 4.
 KA0704
 KA0704                          STATION RECOVERY (1985)
 KA0704
 KA0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0704'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0702 ***********************************************************************
 KA0702  DESIGNATION -  PUTN C 7
 KA0702  PID         -  KA0702
 KA0702  STATE/COUNTY-  IN/PUTNAM
 KA0702  COUNTRY     -  US
 KA0702  USGS QUAD   -  CLOVERDALE (2019)
 KA0702
 KA0702                         *CURRENT SURVEY CONTROL
 KA0702  ______________________________________________________________________
 KA0702* NAD 83(1986) POSITION- 39 34 30.     (N) 086 51 40.     (W)   SCALED
 KA0702* NAVD 88 ORTHO HEIGHT -   212.599 (meters)      697.50  (feet) ADJUSTED
 KA0702  ______________________________________________________________________
 KA0702  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KA0702  DYNAMIC HEIGHT  -        212.479 (meters)      697.11  (feet) COMP
 KA0702  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 KA0702
 KA0702  VERT ORDER      -  SECOND    CLASS 0
 KA0702
 KA0702.The horizontal coordinates were scaled from a map and have
 KA0702.an estimated accuracy of +/- 6 seconds.
 KA0702
 KA0702.The orthometric height was determined by differential leveling and
 KA0702.adjusted by the NATIONAL GEODETIC SURVEY
 KA0702.in June 1991.
 KA0702
 KA0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0702.GEOID18 height accuracy estimate available here.
 KA0702
 KA0702.Click photographs - Photos may exist for this station.
 KA0702
 KA0702.The dynamic height is computed by dividing the NAVD 88
 KA0702.geopotential number by the normal gravity value computed on the
 KA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0702.degrees latitude (g = 980.6199 gals.).
 KA0702
 KA0702.The modeled gravity was interpolated from observed gravity values.
 KA0702
 KA0702;                    North         East    Units  Estimated Accuracy
 KA0702;SPC IN W     -   480,360.      919,090.      MT  (+/- 180 meters Scaled)
 KA0702
 KA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ119805(NAD 83)
 KA0702
 KA0702                          SUPERSEDED SURVEY CONTROL
 KA0702
 KA0702  NGVD 29 (??/??/92)  212.716  (m)          697.89   (f) ADJ UNCH    2 0
 KA0702
 KA0702.Superseded values are not recommended for survey control.
 KA0702
 KA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0702.See file dsdata.pdf to determine how the superseded data were derived.
 KA0702
 KA0702_MARKER: DD = SURVEY DISK
 KA0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0702_SP_SET: OVERPASS
 KA0702_STAMPING: PUTN C 7
 KA0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0702
 KA0702  HISTORY     - Date     Condition        Report By
 KA0702  HISTORY     - UNK      MONUMENTED       INHD
 KA0702  HISTORY     - 1946     GOOD             CGS
 KA0702  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0702
 KA0702                          STATION DESCRIPTION
 KA0702
 KA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0702'0.2 MI E FROM PUTNAMVILLE.
 KA0702'ABOUT 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0702'AT PUTNAMVILLE, AT THE NORTHWEST CORNER OF THE HIGHWAY OVERPASS
 KA0702'OVER THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, 27 FEET
 KA0702'NORTH OF AND ABOUT 6 INCHES ABOVE THE HIGHWAY LEVELING.  AN
 KA0702'INDIANA STATE HIGHWAY COMMISSION STANDARD DISK, STAMPED PUTN C 7.
 KA0702
 KA0702                          STATION RECOVERY (1985)
 KA0702
 KA0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0702'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2320 ***********************************************************************
 ME2320  DESIGNATION -  PUTNAM
 ME2320  PID         -  ME2320
 ME2320  STATE/COUNTY-  IN/MARSHALL
 ME2320  COUNTRY     -  US
 ME2320  USGS QUAD   -  CULVER (2019)
 ME2320
 ME2320                         *CURRENT SURVEY CONTROL
 ME2320  ______________________________________________________________________
 ME2320* NAD 83(1997) POSITION- 41 12 19.89440(N) 086 25 10.06874(W)   ADJUSTED
 ME2320* NAVD 88 ORTHO HEIGHT -   225.20  (+/-2cm)      738.8   (feet) VERTCON3
 ME2320  ______________________________________________________________________
 ME2320  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME2320  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 ME2320  HORZ ORDER      -  SECOND
 ME2320  VERT ORDER      -  THIRD ? (See Below)
 ME2320
 ME2320.The horizontal coordinates were established by classical geodetic methods
 ME2320.and adjusted by the National Geodetic Survey in May 1999.
 ME2320
 ME2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2320
 ME2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2320.GEOID18 height accuracy estimate available here.
 ME2320
 ME2320.The vertical order pertains to the NGVD 29 superseded value.
 ME2320
 ME2320.Click photographs - Photos may exist for this station.
 ME2320
 ME2320.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2320
 ME2320. The following values were computed from the NAD 83(1997) position.
 ME2320
 ME2320;                    North         East     Units Scale Factor Converg.
 ME2320;SPC IN E     -   661,655.581    36,862.309   MT  1.00001571   -0 29 45.3
 ME2320;SPC IN E     - 2,170,781.69    120,939.09   sFT  1.00001571   -0 29 45.3
 ME2320;SPC IN W     -   661,594.836   955,679.257   MT  1.00000481   +0 26 14.4
 ME2320;SPC IN W     - 2,170,582.39  3,135,424.36   sFT  1.00000481   +0 26 14.4
 ME2320;UTM  16      - 4,561,735.271   548,672.140   MT  0.99962915   +0 22 56.8
 ME2320
 ME2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2320!SPC IN E     -   0.99996996  x   1.00001571  =   0.99998567
 ME2320!SPC IN W     -   0.99996996  x   1.00000481  =   0.99997477
 ME2320!UTM  16      -   0.99996996  x   0.99962915  =   0.99959912
 ME2320
 ME2320:                Primary Azimuth Mark                     Grid Az
 ME2320:SPC IN E     -  POSEY                                    167 44 24.0
 ME2320:SPC IN W     -  POSEY                                    166 48 24.3
 ME2320:UTM  16      -  POSEY                                    166 51 41.9
 ME2320
 ME2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4867261735(NAD 83)
 ME2320
 ME2320|---------------------------------------------------------------------|
 ME2320| PID    Reference Object                     Distance      Geod. Az  |
 ME2320|                                                           dddmmss.s |
 ME2320| ME2312 POSEY                               APPROX. 1.4 KM 1671438.7 |
 ME2320| CM4407 PUTNAM RM                             3.010 METERS 27143     |
 ME2320|---------------------------------------------------------------------|
 ME2320
 ME2320                          SUPERSEDED SURVEY CONTROL
 ME2320
 ME2320  NAD 83(1986)-  41 12 19.90206(N)    086 25 10.07618(W) AD(       ) 2
 ME2320  NAD 27      -  41 12 19.75350(N)    086 25 10.05350(W) AD(       ) 2
 ME2320  USSD        -  41 12 19.77500(N)    086 25 09.87700(W) AD(       ) 3
 ME2320  NGVD 29             225.31   (m)          739.2    (f) LEVELING    3  
 ME2320
 ME2320.Superseded values are not recommended for survey control.
 ME2320
 ME2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2320.See file dsdata.pdf to determine how the superseded data were derived.
 ME2320
 ME2320_MARKER: DS = TRIANGULATION STATION DISK
 ME2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2320_STAMPING: PUTNAM 1920
 ME2320_MARK LOGO: CGS
 ME2320_PROJECTION: RECESSED 5 CENTIMETERS
 ME2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2320+STABILITY: SURFACE MOTION
 ME2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2320+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 ME2320
 ME2320  HISTORY     - Date     Condition        Report By
 ME2320  HISTORY     - 1920     MONUMENTED       CGS
 ME2320  HISTORY     - 20131218 GOOD             INDIV
 ME2320
 ME2320                          STATION DESCRIPTION
 ME2320
 ME2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2320'ONE MILE S OF CULVER
 ME2320'ON THE W SIDE OF
 ME2320'THE TRACK, 270 YARDS S OF MILEPOST T.H. 148, 45
 ME2320'YARDS N OF A ROAD CROSSING, 100
 ME2320'YARDS S OF MEDBORNE ICE PLANT,
 ME2320'DIRECTLY W OF THE SWITCH SIGNAL FOR ICE-PLANT
 ME2320'SIDING, 5.75 METERS
 ME2320'(18.86 FEET) W OF THE W AND NEAREST RAIL.  THE STATION,
 ME2320'UNDERGROUND, AND
 ME2320'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2320'THE REFERENCE MARK IS ON THE SAME SIDE
 ME2320'OF THE TRACK, 3.01 METERS (9.88 FEET)
 ME2320'FROM THE STATION.
 ME2320
 ME2320                          STATION RECOVERY (2013)
 ME2320
 ME2320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DSS)
 ME2320'MARK FOUND 2 INCHES BELOW GRADE ON THE PROPERTY OF 1150 W. SHORE DR.
 ME2320'26.5' N.E. OF A POWER POLE, 60' N.E. OF THE CENTERLINE OF A CURVE IN
 ME2320'THE ROAD, 62' W. OF WATER'S EDGE OF LAKE MAXINKUCKEE. A NEW WITNESS
 ME2320'POST WAS SET AT THIS TIME 1.0' E. OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2043 ***********************************************************************
 KA2043  DESIGNATION -  PUTPORT
 KA2043  PID         -  KA2043
 KA2043  STATE/COUNTY-  IN/PUTNAM
 KA2043  COUNTRY     -  US
 KA2043  USGS QUAD   -  GREENCASTLE (2019)
 KA2043
 KA2043                         *CURRENT SURVEY CONTROL
 KA2043  ______________________________________________________________________
 KA2043* NAD 83(1997) POSITION- 39 37 40.87386(N) 086 48 51.23256(W)   ADJUSTED
 KA2043* NAD 83(1997) ELLIP HT-   216.049 (meters)        (05/25/99)   ADJUSTED
 KA2043* NAVD 88 ORTHO HEIGHT -   249.1   (meters)      817.    (feet) VERTCON3
 KA2043  ______________________________________________________________________
 KA2043  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KA2043  NAD 83(1997) X  -    273,383.818 (meters)                     COMP
 KA2043  NAD 83(1997) Y  - -4,911,716.739 (meters)                     COMP
 KA2043  NAD 83(1997) Z  -  4,046,398.800 (meters)                     COMP
 KA2043  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 KA2043  HORZ ORDER      -  THIRD
 KA2043  ELLP ORDER      -  FOURTH    CLASS I
 KA2043
 KA2043.This mark is at Putnam County Airport (4I7)
 KA2043
 KA2043.The horizontal coordinates were established by GPS observations
 KA2043.and adjusted by the National Geodetic Survey in May 1999.
 KA2043
 KA2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2043
 KA2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2043.GEOID18 height accuracy estimate available here.
 KA2043
 KA2043.Click photographs - Photos may exist for this station.
 KA2043
 KA2043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2043
 KA2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2043
 KA2043.The ellipsoidal height was determined by GPS observations
 KA2043.and is referenced to NAD 83.
 KA2043
 KA2043. The following values were computed from the NAD 83(1997) position.
 KA2043
 KA2043;                    North         East     Units Scale Factor Converg.
 KA2043;SPC IN W     -   486,252.340   923,103.114   MT  0.99997324   +0 10 17.9
 KA2043;SPC IN W     - 1,595,312.89  3,028,547.47   sFT  0.99997324   +0 10 17.9
 KA2043;UTM  16      - 4,386,488.947   515,942.876   MT  0.99960313   +0 07 06.5
 KA2043
 KA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2043!SPC IN W     -   0.99996611  x   0.99997324  =   0.99993935
 KA2043!UTM  16      -   0.99996611  x   0.99960313  =   0.99956925
 KA2043
 KA2043:                Primary Azimuth Mark                     Grid Az
 KA2043:SPC IN W     -  PUTPORT AZ MK                            174 59 59.6
 KA2043:UTM  16      -  PUTPORT AZ MK                            175 03 11.0
 KA2043
 KA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1594286488(NAD 83)
 KA2043
 KA2043|---------------------------------------------------------------------|
 KA2043| PID    Reference Object                     Distance      Geod. Az  |
 KA2043|                                                           dddmmss.s |
 KA2043| KA2044 PUTPORT AZ MK                       409.646 METERS 1751017.5 |
 KA2043| KA0601 F 122                               437.651 METERS 2560744.4 |
 KA2043|---------------------------------------------------------------------|
 KA2043
 KA2043                          SUPERSEDED SURVEY CONTROL
 KA2043
 KA2043  NAD 83(1986)-  39 37 40.87165(N)    086 48 51.22854(W) AD(       ) 3
 KA2043  NAD 27      -  39 37 40.71676(N)    086 48 51.20547(W) AD(       ) 3
 KA2043  NGVD 29 (02/23/89)  249.2    (m)  RAPSU86  model used  GPS OBS        
 KA2043
 KA2043.Superseded values are not recommended for survey control.
 KA2043
 KA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2043.See file dsdata.pdf to determine how the superseded data were derived.
 KA2043
 KA2043_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2043_STAMPING: PUTPORT 1986
 KA2043_MARK LOGO: NGS
 KA2043_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2043+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2015
 KA2043
 KA2043  HISTORY     - Date     Condition        Report By
 KA2043  HISTORY     - 1988     MONUMENTED       NGS
 KA2043  HISTORY     - 20080801 GOOD             BFSINC
 KA2043  HISTORY     - 20150125 GOOD             BFSINC
 KA2043
 KA2043                          STATION DESCRIPTION
 KA2043
 KA2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2043'THE STATION IS LOCATED ABOUT 36.2 KM (22.50 MI) NORTHEAST OF BRAZIL,
 KA2043'12.1 KM (7.50 MI) NORTH OF INTERSTATE HIGHWAY 70, 8.0 KM (4.95 MI)
 KA2043'SOUTH-SOUTHEAST OF GREENCASTLE AND AT THE PUTNAM COUNTY AIRPORT.
 KA2043'OWNERSHIP--CITY OF GREENCASTLE, CITY HALL, GREENCASTLE, IN 46135,
 KA2043'PHONE, 317-653-6106.  AIRPORT MANAGER IS WILLIAM LA FOE.
 KA2043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND U.S.
 KA2043'HIGHWAY 231 AT GREENCASTLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 1.4 KM
 KA2043'(0.85 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.0 KM (0.60 MI)
 KA2043'TO A T-ROAD JUNCTION AND A STOP SIGN.  TURN RIGHT AND GO SOUTH ON
 KA2043'PAVED ROAD FOR 2.6 KM (1.60 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 KA2043'FROM THE ENTRANCE GATE AT AIRPORT OFFICE, GO NORTHEAST THRU GATE AND
 KA2043'GO ALONG TAAXIWAY FOR 0.4 KM (0.25 MI) TO RUNWAY 36 AND THE STATION
 KA2043'ON THE RIGHT.
 KA2043'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 KA2043'STAMPED---PUTPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 KA2043'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 25.6 M
 KA2043'(84.0 FT) SOUTH FROM CENTER OF TAXIWAY, 21.79 M (71.5 FT) WEST FROM
 KA2043'CENTER OF RUNWAY 36, 13.41 M (44.0 FT) WEST-SOUTHWEST FROM A BLUE
 KA2043'RUNWAY MARKER LIGHT, 2.74 M (9.0 FT) EAST-SOUTHEAST FROM AXLE OF
 KA2043'GROUND WIND PLANE AND 0.91 M(3.0 FT) EAST FROM A FIBERGLASS WITNESS
 KA2043'POST.
 KA2043'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2043'DESCRIBED BY D.L. ADAMS.
 KA2043
 KA2043                          STATION RECOVERY (2008)
 KA2043
 KA2043'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (RWS)
 KA2043'RECOVERED IN GOOD CONDITION.
 KA2043
 KA2043                          STATION RECOVERY (2015)
 KA2043
 KA2043'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2015 (JES)
 KA2043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2044 ***********************************************************************
 KA2044  DESIGNATION -  PUTPORT AZ MK
 KA2044  PID         -  KA2044
 KA2044  STATE/COUNTY-  IN/PUTNAM
 KA2044  COUNTRY     -  US
 KA2044  USGS QUAD   -  CLOVERDALE (2019)
 KA2044
 KA2044                         *CURRENT SURVEY CONTROL
 KA2044  ______________________________________________________________________
 KA2044* NAD 83(1997) POSITION- 39 37 27.63845(N) 086 48 49.78681(W)   ADJUSTED
 KA2044* NAD 83(1997) ELLIP HT-   213.214 (meters)        (05/25/99)   ADJUSTED
 KA2044* NAVD 88 ORTHO HEIGHT -   246.2   (meters)      808.    (feet) VERTCON3
 KA2044  ______________________________________________________________________
 KA2044  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 KA2044  NAD 83(1997) X  -    273,432.594 (meters)                     COMP
 KA2044  NAD 83(1997) Y  - -4,911,972.584 (meters)                     COMP
 KA2044  NAD 83(1997) Z  -  4,046,082.582 (meters)                     COMP
 KA2044  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 KA2044  HORZ ORDER      -  THIRD
 KA2044  ELLP ORDER      -  FOURTH    CLASS I
 KA2044
 KA2044.This mark is at Putnam County Airport (4I7)
 KA2044
 KA2044.The horizontal coordinates were established by GPS observations
 KA2044.and adjusted by the National Geodetic Survey in May 1999.
 KA2044
 KA2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2044
 KA2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2044.GEOID18 height accuracy estimate available here.
 KA2044
 KA2044.Click photographs - Photos may exist for this station.
 KA2044
 KA2044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2044
 KA2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2044
 KA2044.The ellipsoidal height was determined by GPS observations
 KA2044.and is referenced to NAD 83.
 KA2044
 KA2044. The following values were computed from the NAD 83(1997) position.
 KA2044
 KA2044;                    North         East     Units Scale Factor Converg.
 KA2044;SPC IN W     -   485,844.264   923,138.817   MT  0.99997326   +0 10 18.8
 KA2044;SPC IN W     - 1,593,974.06  3,028,664.60   sFT  0.99997326   +0 10 18.8
 KA2044;UTM  16      - 4,386,080.988   515,978.188   MT  0.99960314   +0 07 07.4
 KA2044
 KA2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2044!SPC IN W     -   0.99996655  x   0.99997326  =   0.99993981
 KA2044!UTM  16      -   0.99996655  x   0.99960314  =   0.99956970
 KA2044
 KA2044:                Primary Azimuth Mark                     Grid Az
 KA2044:SPC IN W     -  PUTPORT                                  354 59 59.7
 KA2044:UTM  16      -  PUTPORT                                  355 03 11.1
 KA2044
 KA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1597886080(NAD 83)
 KA2044
 KA2044|---------------------------------------------------------------------|
 KA2044| PID    Reference Object                     Distance      Geod. Az  |
 KA2044|                                                           dddmmss.s |
 KA2044| KA2043 PUTPORT                             409.646 METERS 3551018.5 |
 KA2044|---------------------------------------------------------------------|
 KA2044
 KA2044                          SUPERSEDED SURVEY CONTROL
 KA2044
 KA2044  NAD 83(1986)-  39 37 27.63625(N)    086 48 49.78279(W) AD(       ) 3
 KA2044  NAD 27      -  39 37 27.48120(N)    086 48 49.75980(W) AD(       ) 3
 KA2044  NGVD 29 (02/23/89)  246.3    (m)  RAPSU86  model used  GPS OBS        
 KA2044
 KA2044.Superseded values are not recommended for survey control.
 KA2044
 KA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2044.See file dsdata.pdf to determine how the superseded data were derived.
 KA2044
 KA2044_MARKER: DZ = AZIMUTH MARK DISK
 KA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2044_STAMPING: PUTPORT 1986
 KA2044_MARK LOGO: NGS
 KA2044_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2044+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 KA2044
 KA2044  HISTORY     - Date     Condition        Report By
 KA2044  HISTORY     - 1988     MONUMENTED       NGS
 KA2044  HISTORY     - 20080801 GOOD             BFSINC
 KA2044  HISTORY     - 20160728 GOOD             INDIV
 KA2044
 KA2044                          STATION DESCRIPTION
 KA2044
 KA2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2044'THE STATION IS LOCATED ABOUT 36.2 KM (22.50 MI) NORTHEAST OF BRAZIL,
 KA2044'12.1 KM (7.50 MI) NORTH OF INTERSTATE HIGHWAY 70, 8.0 KM (4.95 MI)
 KA2044'SOUTH-SOUTHEAST OF GREENCASTLE AND AT THE PUTNAM COUNTY AIRPORT.
 KA2044'OWNERSHIP--CITY OF GREENCASTLE, CITY HALL, GREENCASTLE, IN 46135,
 KA2044'PHONE, 317-653-6106.  AIRPORT MANAGER IS WILLIAM LA FOE.
 KA2044'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND U.S.
 KA2044'HIGHWAY 231 AT GREENCASTLE, GO SOUTH ON U.S. HIGHWAY 231 FOR 1.4 KM
 KA2044'(0.85 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.0 KM (0.60 MI)
 KA2044'TO A T-ROAD JUNCTION AND A STOP SIGN.  TURN RIGHT AND GO SOUTH ON
 KA2044'PAVED ROAD FOR 2.6 KM (1.60 MI) TO AIRPORT ENTRANCE ON THE LEFT. FROM
 KA2044'THE ENTRANCE GATE AT AIRPORT OFFICE, GO NORTHEAST THRU GATE AND GO
 KA2044'ALONG TAXIWAY FOR 0.4 KM (0.25 MI) TO RUNWAY 36.  TURN RIGHT AND GO
 KA2044'EASTERLY ALONG RUNWAY FOR 0.24 KM (0.15 MI) TO THE END OF RUNWAY.
 KA2044'CONTINUE EASTERLY ALONG A SERVICE ROAD FOR 0.16 KM (0.10 MI) TO A
 KA2044'GATE AND THE MARK ON THE RIGHT.
 KA2044'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 KA2044'STAMPED---PUTPORT 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER
 KA2044'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 7.77 M
 KA2044'(25.5 FT) NORTHEAST FROM CENTER OF A PAVED ROAD, 5.18 M (17.0 FT)
 KA2044'NORTHWEST FROM CENTER OF GRAVELED SERVICE ROAD, 0.76 M (2.5 FT) NORTH
 KA2044'FROM THE WEST GATE POST AND 0.46 M (1.5 FT) NORTHEAST FROM A
 KA2044'FIBERGLASS WITNESS POST.
 KA2044'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2044'DESCRIBED BY D.L. ADAMS.
 KA2044
 KA2044                          STATION RECOVERY (2008)
 KA2044
 KA2044'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (RWS)
 KA2044'RECOVERED IN GOOD CONDITION.
 KA2044
 KA2044                          STATION RECOVERY (2016)
 KA2044
 KA2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (STW)
 KA2044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1834 ***********************************************************************
 JZ1834  DESIGNATION -  Q 1
 JZ1834  PID         -  JZ1834
 JZ1834  STATE/COUNTY-  IN/DECATUR
 JZ1834  COUNTRY     -  US
 JZ1834  USGS QUAD   -  NEW POINT (2019)
 JZ1834
 JZ1834                         *CURRENT SURVEY CONTROL
 JZ1834  ______________________________________________________________________
 JZ1834* NAD 83(1986) POSITION- 39 18 32.72   (N) 085 19 53.46   (W)   HD_HELD1
 JZ1834* NAVD 88 ORTHO HEIGHT -   301.430 (meters)      988.94  (feet) ADJUSTED
 JZ1834  ______________________________________________________________________
 JZ1834  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 JZ1834  DYNAMIC HEIGHT  -        301.241 (meters)      988.32  (feet) COMP
 JZ1834  MODELED GRAVITY -    979,992.7   (mgal)                       NAVD 88
 JZ1834
 JZ1834  VERT ORDER      -  FIRST     CLASS II
 JZ1834
 JZ1834.The horizontal coordinates were determined by differentially corrected
 JZ1834.hand held GPS observations or other comparable positioning techniques
 JZ1834.and have an estimated accuracy of +/- 3 meters.
 JZ1834
 JZ1834.The orthometric height was determined by differential leveling and
 JZ1834.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1834.in June 1991.
 JZ1834
 JZ1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1834.GEOID18 height accuracy estimate available here.
 JZ1834
 JZ1834.Click photographs - Photos may exist for this station.
 JZ1834
 JZ1834.The dynamic height is computed by dividing the NAVD 88
 JZ1834.geopotential number by the normal gravity value computed on the
 JZ1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1834.degrees latitude (g = 980.6199 gals.).
 JZ1834
 JZ1834.The modeled gravity was interpolated from observed gravity values.
 JZ1834
 JZ1834;                    North         East    Units  Estimated Accuracy
 JZ1834;SPC IN E     -   450,863.3     128,905.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1834
 JZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4385052404(NAD 83)
 JZ1834
 JZ1834                          SUPERSEDED SURVEY CONTROL
 JZ1834
 JZ1834  NGVD 29 (??/??/92)  301.574  (m)          989.41   (f) ADJ UNCH    1 2
 JZ1834
 JZ1834.Superseded values are not recommended for survey control.
 JZ1834
 JZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1834.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1834
 JZ1834_MARKER: DB = BENCH MARK DISK
 JZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1834_STAMPING: Q 1
 JZ1834_MARK LOGO: CGS
 JZ1834_PROJECTION: PROJECTING 2 CENTIMETERS
 JZ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1834+STABILITY: SURFACE MOTION
 JZ1834
 JZ1834  HISTORY     - Date     Condition        Report By
 JZ1834  HISTORY     - 1917     MONUMENTED       CGS
 JZ1834  HISTORY     - 1947     GOOD             CGS
 JZ1834  HISTORY     - 1986     GOOD             NGS
 JZ1834
 JZ1834                          STATION DESCRIPTION
 JZ1834
 JZ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1834'AT NEW POINT.
 JZ1834'AT NEW POINT, 18.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JZ1834'NEW YORK CENTRAL RAILROAD STATION, 58.5 FEET NORTH OF THE NORTH
 JZ1834'RAIL OF THE MAIN TRACK, 13.5 FEET SOUTHWEST OF THE SOUTHEAST
 JZ1834'CORNER OF A BRICK BANK BUILDING, 1.5 FEET SOUTH OF A WHITE WOODEN
 JZ1834'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 JZ1834'OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ1834
 JZ1834                          STATION RECOVERY (1986)
 JZ1834
 JZ1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1834'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NEW
 JZ1834'POINT, AT THE INTERSECTION OF MAIN AND ELM STREETS, 41.7 M (136.8 FT)
 JZ1834'WEST OF THE CENTER OF ELM STREET, 26.6 M (87.3 FT) SOUTH OF THE CENTER
 JZ1834'OF MAIN STREET, 17.9 M (58.7 FT) NORTHEAST OF THE NEAR RAIL OF THE
 JZ1834'CONRAIL RAILROAD, AND 4.1 M (13.5 FT) SOUTHWEST OF THE SOUTHEAST
 JZ1834'CORNER OF A BRICK BUILDING (OLD BANK BUILDING).
 JZ1834'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0047 ***********************************************************************
 JA0047  DESIGNATION -  Q 10
 JA0047  PID         -  JA0047
 JA0047  STATE/COUNTY-  IN/LAWRENCE
 JA0047  COUNTRY     -  US
 JA0047  USGS QUAD   -  MITCHELL (2019)
 JA0047
 JA0047                         *CURRENT SURVEY CONTROL
 JA0047  ______________________________________________________________________
 JA0047* NAD 83(1986) POSITION- 38 43 59.     (N) 086 28 00.     (W)   SCALED
 JA0047* NAVD 88 ORTHO HEIGHT -   206.776 (meters)      678.40  (feet) ADJUSTED
 JA0047  ______________________________________________________________________
 JA0047  GEOID HEIGHT    -        -33.145 (meters)                     GEOID18
 JA0047  DYNAMIC HEIGHT  -        206.642 (meters)      677.96  (feet) COMP
 JA0047  MODELED GRAVITY -    979,974.8   (mgal)                       NAVD 88
 JA0047
 JA0047  VERT ORDER      -  FIRST     CLASS II
 JA0047
 JA0047.The horizontal coordinates were scaled from a map and have
 JA0047.an estimated accuracy of +/- 6 seconds.
 JA0047
 JA0047.The orthometric height was determined by differential leveling and
 JA0047.adjusted by the NATIONAL GEODETIC SURVEY
 JA0047.in June 1991.
 JA0047
 JA0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0047.GEOID18 height accuracy estimate available here.
 JA0047
 JA0047.Click photographs - Photos may exist for this station.
 JA0047
 JA0047.The dynamic height is computed by dividing the NAVD 88
 JA0047.geopotential number by the normal gravity value computed on the
 JA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0047.degrees latitude (g = 980.6199 gals.).
 JA0047
 JA0047.The modeled gravity was interpolated from observed gravity values.
 JA0047
 JA0047;                    North         East    Units  Estimated Accuracy
 JA0047;SPC IN W     -   387,040.      953,620.      MT  (+/- 180 meters Scaled)
 JA0047
 JA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH463872(NAD 83)
 JA0047
 JA0047                          SUPERSEDED SURVEY CONTROL
 JA0047
 JA0047  NGVD 29 (??/??/92)  206.889  (m)          678.77   (f) ADJ UNCH    1 2
 JA0047
 JA0047.Superseded values are not recommended for survey control.
 JA0047
 JA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0047.See file dsdata.pdf to determine how the superseded data were derived.
 JA0047
 JA0047_MARKER: DB = BENCH MARK DISK
 JA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0047_STAMPING: 678.768 Q 10 1930
 JA0047_MARK LOGO: CGS
 JA0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0047+STABILITY: SURFACE MOTION
 JA0047
 JA0047  HISTORY     - Date     Condition        Report By
 JA0047  HISTORY     - 1930     MONUMENTED       CGS
 JA0047  HISTORY     - 1949     GOOD             CGS
 JA0047  HISTORY     - 1967     GOOD             CGS
 JA0047
 JA0047                          STATION DESCRIPTION
 JA0047
 JA0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0047'AT MITCHELL.
 JA0047'AT MITCHELL, ABOUT 290 YARDS EAST OF THE NORTHEAST CORNER OF THE
 JA0047'BALTIMORE AND OHIO RAILROAD STATION, 68 FEET WEST OF THE
 JA0047'SOUTHWEST CORNER OF A SECTION TOOL HOUSE, 64 FEET EAST OF MILE
 JA0047'POLE 123/13, 44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JA0047'8 FEET NORTH OF THE CENTER LINE OF A ROAD PARALLEL TO THE
 JA0047'TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA0047'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JA0047'POST PROJECTING 2 INCHES.  NOTE-- THE TOOL HOUSE IS GONE.  245
 JA0047'FEET EAST OF THE INTERSECTION OF S 3RD STREET AND W MISSISSIPPI
 JA0047'AVE., 125 FEET WEST OF THE INTERSECTION OF S 2ND STREET AND W
 JA0047'MISSISSIPPI AVE., AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JA0047
 JA0047                          STATION RECOVERY (1967)
 JA0047
 JA0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1583 ***********************************************************************
 LB1583  DESIGNATION -  Q 100
 LB1583  PID         -  LB1583
 LB1583  STATE/COUNTY-  IN/WARREN
 LB1583  COUNTRY     -  US
 LB1583  USGS QUAD   -  WEST LEBANON (2019)
 LB1583
 LB1583                         *CURRENT SURVEY CONTROL
 LB1583  ______________________________________________________________________
 LB1583* NAD 83(1986) POSITION- 40 16 40.     (N) 087 28 34.     (W)   SCALED
 LB1583* NAVD 88 ORTHO HEIGHT -   219.321 (meters)      719.56  (feet) ADJUSTED
 LB1583  ______________________________________________________________________
 LB1583  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 LB1583  DYNAMIC HEIGHT  -        219.211 (meters)      719.19  (feet) COMP
 LB1583  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 LB1583
 LB1583  VERT ORDER      -  SECOND    CLASS 0
 LB1583
 LB1583.The horizontal coordinates were scaled from a map and have
 LB1583.an estimated accuracy of +/- 6 seconds.
 LB1583
 LB1583.The orthometric height was determined by differential leveling and
 LB1583.adjusted by the NATIONAL GEODETIC SURVEY
 LB1583.in June 1991.
 LB1583
 LB1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1583.GEOID18 height accuracy estimate available here.
 LB1583
 LB1583.Click photographs - Photos may exist for this station.
 LB1583
 LB1583.The dynamic height is computed by dividing the NAVD 88
 LB1583.geopotential number by the normal gravity value computed on the
 LB1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1583.degrees latitude (g = 980.6199 gals.).
 LB1583
 LB1583.The modeled gravity was interpolated from observed gravity values.
 LB1583
 LB1583;                    North         East    Units  Estimated Accuracy
 LB1583;SPC IN W     -   558,430.      866,600.      MT  (+/- 180 meters Scaled)
 LB1583
 LB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595586(NAD 83)
 LB1583
 LB1583                          SUPERSEDED SURVEY CONTROL
 LB1583
 LB1583  NGVD 29 (??/??/92)  219.358  (m)          719.68   (f) ADJ UNCH    2 0
 LB1583
 LB1583.Superseded values are not recommended for survey control.
 LB1583
 LB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1583.See file dsdata.pdf to determine how the superseded data were derived.
 LB1583
 LB1583_MARKER: DB = BENCH MARK DISK
 LB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1583_STAMPING: Q 100 1946
 LB1583_MARK LOGO: CGS
 LB1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1583+STABILITY: SURFACE MOTION
 LB1583
 LB1583  HISTORY     - Date     Condition        Report By
 LB1583  HISTORY     - 1946     MONUMENTED       CGS
 LB1583  HISTORY     - 1961     MARK NOT FOUND   CGS
 LB1583
 LB1583                          STATION DESCRIPTION
 LB1583
 LB1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1583'5 MI NW FROM WEST LEBANON.
 LB1583'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1583'AT WEST LEBANON, THNCE ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY
 LB1583'28, AT THE LESTER CORK AIRPORT, SET IN THE SOUTHWEST CORNER OF
 LB1583'THE FIELD, ON THE WEST BOUNDARY FENCE LINE, 43 FEET EAST OF THE
 LB1583'EAST RAIL OF THE NEW YORK CENTRAL RAILROAD TRACK, 2 FEET
 LB1583'NORTH OF A T FENCE LEADING EAST, AND ACROSS THE TRACK FROM
 LB1583'RAILROAD MILEAGE POLE 95/30.  A STANDARD DISK, STAMPED Q 100
 LB1583'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1583'ABOVE GROUND.
 LB1583
 LB1583                          STATION RECOVERY (1961)
 LB1583
 LB1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB1583'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0956 ***********************************************************************
 KA0956  DESIGNATION -  Q 101
 KA0956  PID         -  KA0956
 KA0956  STATE/COUNTY-  IN/PARKE
 KA0956  COUNTRY     -  US
 KA0956  USGS QUAD   -  ROCKVILLE (2019)
 KA0956
 KA0956                         *CURRENT SURVEY CONTROL
 KA0956  ______________________________________________________________________
 KA0956* NAD 83(1986) POSITION- 39 50 56.     (N) 087 14 08.     (W)   SCALED
 KA0956* NAVD 88 ORTHO HEIGHT -   199.264 (meters)      653.75  (feet) ADJUSTED
 KA0956  ______________________________________________________________________
 KA0956  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 KA0956  DYNAMIC HEIGHT  -        199.152 (meters)      653.38  (feet) COMP
 KA0956  MODELED GRAVITY -    980,063.6   (mgal)                       NAVD 88
 KA0956
 KA0956  VERT ORDER      -  SECOND    CLASS 0
 KA0956
 KA0956.The horizontal coordinates were scaled from a map and have
 KA0956.an estimated accuracy of +/- 6 seconds.
 KA0956
 KA0956.The orthometric height was determined by differential leveling and
 KA0956.adjusted by the NATIONAL GEODETIC SURVEY
 KA0956.in June 1991.
 KA0956
 KA0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0956.GEOID18 height accuracy estimate available here.
 KA0956
 KA0956.Click photographs - Photos may exist for this station.
 KA0956
 KA0956.The dynamic height is computed by dividing the NAVD 88
 KA0956.geopotential number by the normal gravity value computed on the
 KA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0956.degrees latitude (g = 980.6199 gals.).
 KA0956
 KA0956.The modeled gravity was interpolated from observed gravity values.
 KA0956
 KA0956;                    North         East    Units  Estimated Accuracy
 KA0956;SPC IN W     -   510,750.      886,970.      MT  (+/- 180 meters Scaled)
 KA0956
 KA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798110(NAD 83)
 KA0956
 KA0956                          SUPERSEDED SURVEY CONTROL
 KA0956
 KA0956  NGVD 29 (??/??/92)  199.355  (m)          654.05   (f) ADJ UNCH    2 0
 KA0956
 KA0956.Superseded values are not recommended for survey control.
 KA0956
 KA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0956.See file dsdata.pdf to determine how the superseded data were derived.
 KA0956
 KA0956_MARKER: DB = BENCH MARK DISK
 KA0956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0956_SP_SET: CULVERT HEADWALL
 KA0956_STAMPING: Q 101 1946
 KA0956_MARK LOGO: CGS
 KA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0956+STABILITY: SURFACE MOTION
 KA0956
 KA0956  HISTORY     - Date     Condition        Report By
 KA0956  HISTORY     - 1946     MONUMENTED       CGS
 KA0956
 KA0956                          STATION DESCRIPTION
 KA0956
 KA0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0956'6.2 MI N FROM ROCKVILLE.
 KA0956'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0956'AT ROCKVILLE, THENCE ABOUT 5.85 MILES NORTH ALONG U.S. HIGHWAY
 KA0956'41, 0.8 MILE NORTH OF THE BALTIMORE AND OHIO RAILROAD OVERPASS
 KA0956'OVER THE HIGHWAY, 0.5 MILE SOUTH OF A CROSS ROAD, SET IN THE TOP
 KA0956'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 20 INCH
 KA0956'CONCRETE PIPE CULVERT, 19 FEET EAST OF AND ABOUT 0.5 FOOT BELOW
 KA0956'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 101
 KA0956'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1776 ***********************************************************************
 LB1776  DESIGNATION -  Q 102
 LB1776  PID         -  LB1776
 LB1776  STATE/COUNTY-  IN/FOUNTAIN
 LB1776  COUNTRY     -  US
 LB1776  USGS QUAD   -  VEEDERSBURG (2019)
 LB1776
 LB1776                         *CURRENT SURVEY CONTROL
 LB1776  ______________________________________________________________________
 LB1776* NAD 83(1986) POSITION- 40 06 43.     (N) 087 14 59.     (W)   SCALED
 LB1776* NAVD 88 ORTHO HEIGHT -   181.832 (meters)      596.56  (feet) ADJUSTED
 LB1776  ______________________________________________________________________
 LB1776  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 LB1776  DYNAMIC HEIGHT  -        181.737 (meters)      596.25  (feet) COMP
 LB1776  MODELED GRAVITY -    980,100.2   (mgal)                       NAVD 88
 LB1776
 LB1776  VERT ORDER      -  SECOND    CLASS 0
 LB1776
 LB1776.The horizontal coordinates were scaled from a map and have
 LB1776.an estimated accuracy of +/- 6 seconds.
 LB1776
 LB1776.The orthometric height was determined by differential leveling and
 LB1776.adjusted by the NATIONAL GEODETIC SURVEY
 LB1776.in June 1991.
 LB1776
 LB1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1776.GEOID18 height accuracy estimate available here.
 LB1776
 LB1776.Click photographs - Photos may exist for this station.
 LB1776
 LB1776.The dynamic height is computed by dividing the NAVD 88
 LB1776.geopotential number by the normal gravity value computed on the
 LB1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1776.degrees latitude (g = 980.6199 gals.).
 LB1776
 LB1776.The modeled gravity was interpolated from observed gravity values.
 LB1776
 LB1776;                    North         East    Units  Estimated Accuracy
 LB1776;SPC IN W     -   539,960.      885,820.      MT  (+/- 180 meters Scaled)
 LB1776
 LB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK787402(NAD 83)
 LB1776
 LB1776                          SUPERSEDED SURVEY CONTROL
 LB1776
 LB1776  NGVD 29 (??/??/92)  181.906  (m)          596.80   (f) ADJ UNCH    2 0
 LB1776
 LB1776.Superseded values are not recommended for survey control.
 LB1776
 LB1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1776.See file dsdata.pdf to determine how the superseded data were derived.
 LB1776
 LB1776_MARKER: DB = BENCH MARK DISK
 LB1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1776_SP_SET: BRIDGE ABUTMENT
 LB1776_STAMPING: Q 102 1946
 LB1776_MARK LOGO: CGS
 LB1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1776+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 LB1776
 LB1776  HISTORY     - Date     Condition        Report By
 LB1776  HISTORY     - 1946     MONUMENTED       CGS
 LB1776  HISTORY     - 20100406 GOOD             FARNGP
 LB1776
 LB1776                          STATION DESCRIPTION
 LB1776
 LB1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1776'0.1 MI S FROM STERLING.
 LB1776'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 LB1776'STATE HIGHWAY 34 AT STERLING, AT THE PEORIA AND EASTERN RAILWAY
 LB1776'OVERPASS OVER HIGHWAY 41, SET IN THE TOP OF THE SOUTH END OF THE
 LB1776'WEST ABUTMENT OF THE RAILROAD BRIDGE, 36.5 FEET SOUTH OF THE
 LB1776'CENTER LINE OF THE RAILROAD TRACK, 15.8 FEET WEST OF AND ABOUT
 LB1776'4.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, AND ABOUT 12 FEET
 LB1776'BELOW THE TRACK.  A STANDARD DISK, STAMPED Q 102 1946.  THIS MARK
 LB1776'MAY BE REACHED FROM THE PEORIA AND EASTERN RAILWAY STATION AT
 LB1776'VEEDERSBURG BY GOING 0.6 MILE EAST ALONG THE RAILWAY TO THE OVERPASS
 LB1776'OVER HIGHWAY 41.  THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE
 LB1776'AT VEEDERSBURG BY GOING 0.6 MILE EAST ALONG STATE HIGHWAY 34 TO THE
 LB1776'JUNCTION OF U.S. HIGHWAY 41 AT STERLING, THENCE ABOUT 0.1 MILE SOUTH
 LB1776'ALONG U.S. HIGHWAY 41 TO THE RAILROAD AT STERLING, THENCE ABOUT 0.1
 LB1776'MILE SOUTH ALONG U.S. HIGHWAY 41 TO THE RAILROAD OVERPASS.
 LB1776
 LB1776                          STATION RECOVERY (2010)
 LB1776
 LB1776'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (CEW)
 LB1776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0988 ***********************************************************************
 KA0988  DESIGNATION -  Q 103
 KA0988  PID         -  KA0988
 KA0988  STATE/COUNTY-  IN/FOUNTAIN
 KA0988  COUNTRY     -  US
 KA0988  USGS QUAD   -  KINGMAN (2019)
 KA0988
 KA0988                         *CURRENT SURVEY CONTROL
 KA0988  ______________________________________________________________________
 KA0988* NAD 83(1986) POSITION- 39 57 35.     (N) 087 19 42.     (W)   SCALED
 KA0988* NAVD 88 ORTHO HEIGHT -   192.696 (meters)      632.20  (feet) ADJUSTED
 KA0988  ______________________________________________________________________
 KA0988  GEOID HEIGHT    -        -33.048 (meters)                     GEOID18
 KA0988  DYNAMIC HEIGHT  -        192.593 (meters)      631.87  (feet) COMP
 KA0988  MODELED GRAVITY -    980,085.5   (mgal)                       NAVD 88
 KA0988
 KA0988  VERT ORDER      -  SECOND    CLASS 0
 KA0988
 KA0988.The horizontal coordinates were scaled from a map and have
 KA0988.an estimated accuracy of +/- 6 seconds.
 KA0988
 KA0988.The orthometric height was determined by differential leveling and
 KA0988.adjusted by the NATIONAL GEODETIC SURVEY
 KA0988.in June 1991.
 KA0988
 KA0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0988.GEOID18 height accuracy estimate available here.
 KA0988
 KA0988.Click photographs - Photos may exist for this station.
 KA0988
 KA0988.The dynamic height is computed by dividing the NAVD 88
 KA0988.geopotential number by the normal gravity value computed on the
 KA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0988.degrees latitude (g = 980.6199 gals.).
 KA0988
 KA0988.The modeled gravity was interpolated from observed gravity values.
 KA0988
 KA0988;                    North         East    Units  Estimated Accuracy
 KA0988;SPC IN W     -   523,070.      879,070.      MT  (+/- 180 meters Scaled)
 KA0988
 KA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK719233(NAD 83)
 KA0988
 KA0988                          SUPERSEDED SURVEY CONTROL
 KA0988
 KA0988  NGVD 29 (??/??/92)  192.764  (m)          632.43   (f) ADJ UNCH    2 0
 KA0988
 KA0988.Superseded values are not recommended for survey control.
 KA0988
 KA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0988.See file dsdata.pdf to determine how the superseded data were derived.
 KA0988
 KA0988_MARKER: DB = BENCH MARK DISK
 KA0988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0988_SP_SET: CULVERT HEADWALL
 KA0988_STAMPING: Q 103 1946
 KA0988_MARK LOGO: CGS
 KA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0988+STABILITY: SURFACE MOTION
 KA0988
 KA0988  HISTORY     - Date     Condition        Report By
 KA0988  HISTORY     - 1946     MONUMENTED       CGS
 KA0988
 KA0988                          STATION DESCRIPTION
 KA0988
 KA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0988'2.8 MI W FROM KINGMAN.
 KA0988'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST
 KA0988'OFFICE AT KINGMAN, 0.2 MILE EAST OF A CROSS ROAD, SET IN THE TOP
 KA0988'OF THE EAST END OF THE SOUTH HEAD WALL OF AN 8 FOOT CONCRETE
 KA0988'CULVERT, 22 FEET SOUTH OF AND ABOUT 2 FEET BELOW THE CENTER
 KA0988'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1067 ***********************************************************************
 KA1067  DESIGNATION -  Q 104
 KA1067  PID         -  KA1067
 KA1067  STATE/COUNTY-  IN/MONTGOMERY
 KA1067  COUNTRY     -  US
 KA1067  USGS QUAD   -  ALAMO (2019)
 KA1067
 KA1067                         *CURRENT SURVEY CONTROL
 KA1067  ______________________________________________________________________
 KA1067* NAD 83(1986) POSITION- 39 58 26.     (N) 087 04 00.     (W)   SCALED
 KA1067* NAVD 88 ORTHO HEIGHT -   241.279 (meters)      791.60  (feet) ADJUSTED
 KA1067  ______________________________________________________________________
 KA1067  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 KA1067  DYNAMIC HEIGHT  -        241.147 (meters)      791.16  (feet) COMP
 KA1067  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 KA1067
 KA1067  VERT ORDER      -  SECOND    CLASS 0
 KA1067
 KA1067.The horizontal coordinates were scaled from a map and have
 KA1067.an estimated accuracy of +/- 6 seconds.
 KA1067
 KA1067.The orthometric height was determined by differential leveling and
 KA1067.adjusted by the NATIONAL GEODETIC SURVEY
 KA1067.in June 1991.
 KA1067
 KA1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1067.GEOID18 height accuracy estimate available here.
 KA1067
 KA1067.Click photographs - Photos may exist for this station.
 KA1067
 KA1067.The dynamic height is computed by dividing the NAVD 88
 KA1067.geopotential number by the normal gravity value computed on the
 KA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1067.degrees latitude (g = 980.6199 gals.).
 KA1067
 KA1067.The modeled gravity was interpolated from observed gravity values.
 KA1067
 KA1067;                    North         East    Units  Estimated Accuracy
 KA1067;SPC IN W     -   524,620.      901,420.      MT  (+/- 180 meters Scaled)
 KA1067
 KA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK943248(NAD 83)
 KA1067
 KA1067                          SUPERSEDED SURVEY CONTROL
 KA1067
 KA1067  NGVD 29 (??/??/92)  241.36   (m)          791.9    (f) COMPUTED    2 0
 KA1067
 KA1067.Superseded values are not recommended for survey control.
 KA1067
 KA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1067.See file dsdata.pdf to determine how the superseded data were derived.
 KA1067
 KA1067_MARKER: DB = BENCH MARK DISK
 KA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1067_STAMPING: Q 104 1946
 KA1067_MARK LOGO: CGS
 KA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1067+STABILITY: SURFACE MOTION
 KA1067
 KA1067  HISTORY     - Date     Condition        Report By
 KA1067  HISTORY     - 1946     MONUMENTED       CGS
 KA1067
 KA1067                          STATION DESCRIPTION
 KA1067
 KA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1067'1 MI SW FROM ALAMO.
 KA1067'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 KA1067'AT ALAMO, THENCE ABOUT 0.55 MILE WEST, AT A CROSS ROAD, 1.0
 KA1067'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 234, 244 FEET SOUTH
 KA1067'OF THE CENTER LINE OF THE ROAD WEST, 73 FEET SOUTHEAST OF THE
 KA1067'SOUTHEAST CORNER OF A FARM HOUSE, 16 FEET WEST OF THE CENTER LINE
 KA1067'OF THE ROAD SOUTH, 5 FEET SOUTH OF THE SOUTH GATE POST OF A
 KA1067'GATE LEADING TO A FARM, 1.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF
 KA1067'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD SOUTH.
 KA1067'NOTE-- THIS MARK MAY BE REACHED FROM THE MONTGOMERY COUNTY FARM
 KA1067'BUREAU CO-OP GRAIN ELEVATOR AT BROWNS VALLEY BY GOING ABOUT 1.7
 KA1067'MILES NORTHEAST ALONG STATE HIGHWAY 47, THENCE ABOUT 8.1 MILES
 KA1067'NORTHWEST ALONG STATE HIGHWAY 234, THENCE 1.0 MILE NORTH ALONG A
 KA1067'GRAVEL ROAD LEADING TO ALAMO.  A STANDARD DISK, STAMPED Q 104
 KA1067'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1374 ***********************************************************************
 ME1374  DESIGNATION -  Q 105
 ME1374  PID         -  ME1374
 ME1374  STATE/COUNTY-  IN/NEWTON
 ME1374  COUNTRY     -  US
 ME1374  USGS QUAD   -  FAIR OAKS (2019)
 ME1374
 ME1374                         *CURRENT SURVEY CONTROL
 ME1374  ______________________________________________________________________
 ME1374* NAD 83(1986) POSITION- 41 01 39.     (N) 087 20 00.     (W)   SCALED
 ME1374* NAVD 88 ORTHO HEIGHT -   205.719 (meters)      674.93  (feet) ADJUSTED
 ME1374  ______________________________________________________________________
 ME1374  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 ME1374  DYNAMIC HEIGHT  -        205.631 (meters)      674.64  (feet) COMP
 ME1374  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME1374
 ME1374  VERT ORDER      -  SECOND    CLASS 0
 ME1374
 ME1374.The horizontal coordinates were scaled from a map and have
 ME1374.an estimated accuracy of +/- 6 seconds.
 ME1374
 ME1374.The orthometric height was determined by differential leveling and
 ME1374.adjusted by the NATIONAL GEODETIC SURVEY
 ME1374.in June 1991.
 ME1374
 ME1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1374.GEOID18 height accuracy estimate available here.
 ME1374
 ME1374.Click photographs - Photos may exist for this station.
 ME1374
 ME1374.The dynamic height is computed by dividing the NAVD 88
 ME1374.geopotential number by the normal gravity value computed on the
 ME1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1374.degrees latitude (g = 980.6199 gals.).
 ME1374
 ME1374.The modeled gravity was interpolated from observed gravity values.
 ME1374
 ME1374;                    North         East    Units  Estimated Accuracy
 ME1374;SPC IN W     -   641,640.      878,980.      MT  (+/- 180 meters Scaled)
 ME1374
 ME1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719418(NAD 83)
 ME1374
 ME1374                          SUPERSEDED SURVEY CONTROL
 ME1374
 ME1374  NGVD 29 (??/??/92)  205.802  (m)          675.20   (f) ADJ UNCH    2 0
 ME1374
 ME1374.Superseded values are not recommended for survey control.
 ME1374
 ME1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1374.See file dsdata.pdf to determine how the superseded data were derived.
 ME1374
 ME1374_MARKER: DB = BENCH MARK DISK
 ME1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1374_STAMPING: Q 105 1946
 ME1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1374+STABILITY: SURFACE MOTION
 ME1374
 ME1374  HISTORY     - Date     Condition        Report By
 ME1374  HISTORY     - 1946     MONUMENTED       CGS
 ME1374  HISTORY     - 1968     GOOD             CGS
 ME1374  HISTORY     - 20081011 POOR             GEOCAC
 ME1374
 ME1374                          STATION DESCRIPTION
 ME1374
 ME1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1374'10 MI S FROM THAYER.
 ME1374'ABOUT 10.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CROSS
 ME1374'ROAD AT THAYER, 1.0 MILE SOUTH OF COLFAX TOWNSHIP SCHOOL, 1.0 MILE
 ME1374'NORTH OF THE INTERSECTION WITH STATE HIGHWAY 14, AT THE JUNCTION
 ME1374'WITH A ROAD LEADING EAST, 56 FEET EAST OF THE CENTER LINE OF THE
 ME1374'HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 ME1374'EAST, 25 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE
 ME1374'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 ME1374'THE CENTER OF THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 ME1374'PROJECTING 5 INCHES.  ONE FOOT W OF A METAL WITNESS POST.
 ME1374
 ME1374                          STATION RECOVERY (1968)
 ME1374
 ME1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1374'RECOVERED IN GOOD CONDITION.
 ME1374
 ME1374                          STATION RECOVERY (2008)
 ME1374
 ME1374'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1374'DISK SHEARED OFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1307 ***********************************************************************
 LB1307  DESIGNATION -  Q 106
 LB1307  PID         -  LB1307
 LB1307  STATE/COUNTY-  IN/NEWTON
 LB1307  COUNTRY     -  US
 LB1307  USGS QUAD   -  MOUNT AYR (2019)
 LB1307
 LB1307                         *CURRENT SURVEY CONTROL
 LB1307  ______________________________________________________________________
 LB1307* NAD 83(1986) POSITION- 40 52 51.     (N) 087 18 23.     (W)   SCALED
 LB1307* NAVD 88 ORTHO HEIGHT -   199.073 (meters)      653.13  (feet) ADJUSTED
 LB1307  ______________________________________________________________________
 LB1307  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 LB1307  DYNAMIC HEIGHT  -        198.986 (meters)      652.84  (feet) COMP
 LB1307  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 LB1307
 LB1307  VERT ORDER      -  SECOND    CLASS 0
 LB1307
 LB1307.The horizontal coordinates were scaled from a map and have
 LB1307.an estimated accuracy of +/- 6 seconds.
 LB1307
 LB1307.The orthometric height was determined by differential leveling and
 LB1307.adjusted by the NATIONAL GEODETIC SURVEY
 LB1307.in June 1991.
 LB1307
 LB1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1307.GEOID18 height accuracy estimate available here.
 LB1307
 LB1307.Click photographs - Photos may exist for this station.
 LB1307
 LB1307.The dynamic height is computed by dividing the NAVD 88
 LB1307.geopotential number by the normal gravity value computed on the
 LB1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1307.degrees latitude (g = 980.6199 gals.).
 LB1307
 LB1307.The modeled gravity was interpolated from observed gravity values.
 LB1307
 LB1307;                    North         East    Units  Estimated Accuracy
 LB1307;SPC IN W     -   625,350.      881,200.      MT  (+/- 180 meters Scaled)
 LB1307
 LB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741255(NAD 83)
 LB1307
 LB1307                          SUPERSEDED SURVEY CONTROL
 LB1307
 LB1307  NGVD 29 (??/??/92)  199.151  (m)          653.38   (f) ADJ UNCH    2 0
 LB1307
 LB1307.Superseded values are not recommended for survey control.
 LB1307
 LB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1307.See file dsdata.pdf to determine how the superseded data were derived.
 LB1307
 LB1307_MARKER: DB = BENCH MARK DISK
 LB1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1307_SP_SET: BRIDGE
 LB1307_STAMPING: Q 106 1946
 LB1307_MARK LOGO: CGS
 LB1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1307
 LB1307  HISTORY     - Date     Condition        Report By
 LB1307  HISTORY     - 1946     MONUMENTED       CGS
 LB1307  HISTORY     - 20080921 GOOD             GEOCAC
 LB1307  HISTORY     - 20160205 MARK NOT FOUND   AMESC
 LB1307
 LB1307                          STATION DESCRIPTION
 LB1307
 LB1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1307'5.6 MI S FROM MT AYR.
 LB1307'ABOUT 5.6 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1307'BUILDING AT MT. AYR, 1.0 MILE NORTH OF THE INTERSECTION WITH
 LB1307'STATE HIGHWAY 16, AT THE FIRST CONCRETE BRIDGE SOUTH OF SILVER
 LB1307'GATES FARM, SET IN THE TOP OF THE NORTHEAST WINGWALL OF THE
 LB1307'16-FOOT BRIDGE, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LB1307'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LB1307
 LB1307                          STATION RECOVERY (2008)
 LB1307
 LB1307'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1307'RECOVERED IN GOOD CONDITION.
 LB1307
 LB1307                          STATION RECOVERY (2016)
 LB1307
 LB1307'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1307'A NEW BRIDGE HAS BEEN CONSTRUCTED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1088 ***********************************************************************
 LB1088  DESIGNATION -  Q 107
 LB1088  PID         -  LB1088
 LB1088  STATE/COUNTY-  IN/WHITE
 LB1088  COUNTRY     -  US
 LB1088  USGS QUAD   -  MONON (2019)
 LB1088
 LB1088                         *CURRENT SURVEY CONTROL
 LB1088  ______________________________________________________________________
 LB1088* NAD 83(1986) POSITION- 40 52 04.     (N) 086 55 14.     (W)   SCALED
 LB1088* NAVD 88 ORTHO HEIGHT -   206.813 (meters)      678.52  (feet) ADJUSTED
 LB1088  ______________________________________________________________________
 LB1088  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 LB1088  DYNAMIC HEIGHT  -        206.720 (meters)      678.21  (feet) COMP
 LB1088  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 LB1088
 LB1088  VERT ORDER      -  SECOND    CLASS 0
 LB1088
 LB1088.The horizontal coordinates were scaled from a map and have
 LB1088.an estimated accuracy of +/- 6 seconds.
 LB1088
 LB1088.The orthometric height was determined by differential leveling and
 LB1088.adjusted by the NATIONAL GEODETIC SURVEY
 LB1088.in June 1991.
 LB1088
 LB1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1088.GEOID18 height accuracy estimate available here.
 LB1088
 LB1088.Click photographs - Photos may exist for this station.
 LB1088
 LB1088.The dynamic height is computed by dividing the NAVD 88
 LB1088.geopotential number by the normal gravity value computed on the
 LB1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1088.degrees latitude (g = 980.6199 gals.).
 LB1088
 LB1088.The modeled gravity was interpolated from observed gravity values.
 LB1088
 LB1088;                    North         East    Units  Estimated Accuracy
 LB1088;SPC IN W     -   623,890.      913,720.      MT  (+/- 180 meters Scaled)
 LB1088
 LB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL066240(NAD 83)
 LB1088
 LB1088                          SUPERSEDED SURVEY CONTROL
 LB1088
 LB1088  NGVD 29 (??/??/92)  206.905  (m)          678.82   (f) ADJ UNCH    2 0
 LB1088
 LB1088.Superseded values are not recommended for survey control.
 LB1088
 LB1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1088.See file dsdata.pdf to determine how the superseded data were derived.
 LB1088
 LB1088_MARKER: DB = BENCH MARK DISK
 LB1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1088_SP_SET: BRIDGE WINGWALL
 LB1088_STAMPING: Q 107 1946
 LB1088_MARK LOGO: CGS
 LB1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1088
 LB1088  HISTORY     - Date     Condition        Report By
 LB1088  HISTORY     - 1946     MONUMENTED       CGS
 LB1088  HISTORY     - 20150915 MARK NOT FOUND   INDOT
 LB1088
 LB1088                          STATION DESCRIPTION
 LB1088
 LB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1088'2.2 MI W FROM MONON.
 LB1088'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1088'BUILDING AT MONON, 0.4 MILE EAST OF A CROSS ROAD, SET IN THE
 LB1088'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A 42-FOOT STEEL BRIDGE
 LB1088'ACROSS A DRAINAGE DITCH, 11 FEET SOUTH OF THE CENTER LINE OF THE
 LB1088'HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LB1088
 LB1088                          STATION RECOVERY (2015)
 LB1088
 LB1088'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB1088'THIS MARK HAS BEEN DESTROYED. A LARGE CORRUGATED STEEL PIPE HAS
 LB1088'REPLACED ORIGINAL STEEL BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1431 ***********************************************************************
 ME1431  DESIGNATION -  Q 108 RESET
 ME1431  PID         -  ME1431
 ME1431  STATE/COUNTY-  IN/JASPER
 ME1431  COUNTRY     -  US
 ME1431  USGS QUAD   -  PARR (2019)
 ME1431
 ME1431                         *CURRENT SURVEY CONTROL
 ME1431  ______________________________________________________________________
 ME1431* NAD 83(1986) POSITION- 41 00 27.     (N) 087 09 05.     (W)   SCALED
 ME1431* NAVD 88 ORTHO HEIGHT -   203.14  (meters)      666.5   (feet) RESET
 ME1431  ______________________________________________________________________
 ME1431  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 ME1431  VERT ORDER      -  THIRD
 ME1431
 ME1431.The horizontal coordinates were scaled from a map and have
 ME1431.an estimated accuracy of +/- 6 seconds.
 ME1431
 ME1431.The orthometric height was computed from unverified reset data.
 ME1431
 ME1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1431.GEOID18 height accuracy estimate available here.
 ME1431
 ME1431.Click photographs - Photos may exist for this station.
 ME1431
 ME1431;                    North         East    Units  Estimated Accuracy
 ME1431;SPC IN W     -   639,390.      894,280.      MT  (+/- 180 meters Scaled)
 ME1431
 ME1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872396(NAD 83)
 ME1431
 ME1431                          SUPERSEDED SURVEY CONTROL
 ME1431
 ME1431.No superseded survey control is available for this station.
 ME1431
 ME1431_MARKER: DB = BENCH MARK DISK
 ME1431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1431_SP_SET: SIDEWALK
 ME1431_STAMPING: Q 108 RESET 1961
 ME1431_MARK LOGO: CGS
 ME1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1431+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1431
 ME1431  HISTORY     - Date     Condition        Report By
 ME1431  HISTORY     - 1961     MONUMENTED       INHD
 ME1431  HISTORY     - 20120327 GOOD             IN-073
 ME1431  HISTORY     - 20131210 MARK NOT FOUND   INDOT
 ME1431
 ME1431                          STATION DESCRIPTION
 ME1431
 ME1431'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1961
 ME1431'5 MI N FROM RENSSELAER.
 ME1431'5.0 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE COURT HOUSE AT
 ME1431'RENSSELAER, 1.3 MILES SOUTH OF THE INTERSECTION WITH STATE HIGHWAY
 ME1431'14, SET IN THE SIDEWALK OF A 3 SPAN (35-49-35) CONT. R.C. SLAB
 ME1431'BRIDGE OVER A CREEK (IROQUOIS RIVER) 19 FEET WEST OF THE
 ME1431'CENTERLINE OF THE HIGHWAY, 0.75 FEET ABOVE HIGHWAY LEVEL.
 ME1431
 ME1431                          STATION RECOVERY (2012)
 ME1431
 ME1431'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1431'RECOVERED IN GOOD CONDITION.
 ME1431
 ME1431                          STATION RECOVERY (2013)
 ME1431
 ME1431'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1431'THIS BENCH MARK HAS BEEN DESTROYED BY NEW BRIDGE CONSTRUCTION AND WAS
 ME1431'REPLACED BY BENCH MARK Q 108 RESET   PID NO. AI3586. THE DISK WAS NOT
 ME1431'TURNED IN TO SHOW VISIBLE EVIDENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3586 ***********************************************************************
 AI3586  DESIGNATION -  Q 108 RESET
 AI3586  PID         -  AI3586
 AI3586  STATE/COUNTY-  IN/JASPER
 AI3586  COUNTRY     -  US
 AI3586  USGS QUAD   -  PARR (2019)
 AI3586
 AI3586                         *CURRENT SURVEY CONTROL
 AI3586  ______________________________________________________________________
 AI3586* NAD 83(1986) POSITION- 41 00 27.     (N) 087 09 05.     (W)   SCALED
 AI3586* NAVD 88 ORTHO HEIGHT -   203.74  (meters)      668.4   (feet) RESET
 AI3586  ______________________________________________________________________
 AI3586  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 AI3586  VERT ORDER      -  THIRD
 AI3586
 AI3586.The horizontal coordinates were scaled from a map and have
 AI3586.an estimated accuracy of +/- 6 seconds.
 AI3586
 AI3586.The orthometric height was computed from unverified reset data.
 AI3586
 AI3586.No vertical observational check was made to the station.
 AI3586
 AI3586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3586.GEOID18 height accuracy estimate available here.
 AI3586
 AI3586.Click photographs - Photos may exist for this station.
 AI3586
 AI3586;                    North         East    Units  Estimated Accuracy
 AI3586;SPC IN W     -   639,390.      894,280.      MT  (+/- 180 meters Scaled)
 AI3586
 AI3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872396(NAD 83)
 AI3586
 AI3586                          SUPERSEDED SURVEY CONTROL
 AI3586
 AI3586.No superseded survey control is available for this station.
 AI3586
 AI3586_MARKER: DV = VERTICAL CONTROL DISK
 AI3586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3586_SP_SET: BRIDGE RAILING
 AI3586_STAMPING: Q 108 RESET 1996
 AI3586_MARK LOGO: NGS
 AI3586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3586+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2013
 AI3586
 AI3586  HISTORY     - Date     Condition        Report By
 AI3586  HISTORY     - 1996     MONUMENTED       INDOT
 AI3586  HISTORY     - 20131210 GOOD             INDOT
 AI3586
 AI3586                          STATION DESCRIPTION
 AI3586
 AI3586'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 1996 (JM)
 AI3586'LOCATED N 1/4 31-30-6.  5.0 MILES (8.0 KM) NORTH ALONG SR 231 FROM
 AI3586'COURT HOUSE IN RENESSELAER.  1.3 MILES (2.1 KM) SOUTH OF INTERSEC WITH
 AI3586'SR 14, 17.0 FEET (5.2 M) WEST OF CENTERLINE OF HIGHWAY, TOP OF
 AI3586'CONCRETE BRIDGE RAILING SW CORNER.
 AI3586
 AI3586                          STATION RECOVERY (2013)
 AI3586
 AI3586'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 AI3586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1452 ***********************************************************************
 LB1452  DESIGNATION -  Q 109
 LB1452  PID         -  LB1452
 LB1452  STATE/COUNTY-  IN/NEWTON
 LB1452  COUNTRY     -  US
 LB1452  USGS QUAD   -  GOODLAND (2019)
 LB1452
 LB1452                         *CURRENT SURVEY CONTROL
 LB1452  ______________________________________________________________________
 LB1452* NAD 83(1986) POSITION- 40 45 56.     (N) 087 20 37.     (W)   SCALED
 LB1452* NAVD 88 ORTHO HEIGHT -   210.088 (meters)      689.26  (feet) ADJUSTED
 LB1452  ______________________________________________________________________
 LB1452  GEOID HEIGHT    -        -33.318 (meters)                     GEOID18
 LB1452  DYNAMIC HEIGHT  -        209.992 (meters)      688.95  (feet) COMP
 LB1452  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 LB1452
 LB1452  VERT ORDER      -  SECOND    CLASS 0
 LB1452
 LB1452.The horizontal coordinates were scaled from a map and have
 LB1452.an estimated accuracy of +/- 6 seconds.
 LB1452
 LB1452.The orthometric height was determined by differential leveling and
 LB1452.adjusted by the NATIONAL GEODETIC SURVEY
 LB1452.in June 1991.
 LB1452
 LB1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1452.GEOID18 height accuracy estimate available here.
 LB1452
 LB1452.Click photographs - Photos may exist for this station.
 LB1452
 LB1452.The dynamic height is computed by dividing the NAVD 88
 LB1452.geopotential number by the normal gravity value computed on the
 LB1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1452.degrees latitude (g = 980.6199 gals.).
 LB1452
 LB1452.The modeled gravity was interpolated from observed gravity values.
 LB1452
 LB1452;                    North         East    Units  Estimated Accuracy
 LB1452;SPC IN W     -   612,560.      878,030.      MT  (+/- 180 meters Scaled)
 LB1452
 LB1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL709127(NAD 83)
 LB1452
 LB1452                          SUPERSEDED SURVEY CONTROL
 LB1452
 LB1452  NGVD 29 (??/??/92)  210.152  (m)          689.47   (f) ADJ UNCH    2 0
 LB1452
 LB1452.Superseded values are not recommended for survey control.
 LB1452
 LB1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1452.See file dsdata.pdf to determine how the superseded data were derived.
 LB1452
 LB1452_MARKER: DB = BENCH MARK DISK
 LB1452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1452_SP_SET: CULVERT HEADWALL
 LB1452_STAMPING: Q 109 1946
 LB1452_MARK LOGO: CGS
 LB1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1452+STABILITY: SURFACE MOTION
 LB1452
 LB1452  HISTORY     - Date     Condition        Report By
 LB1452  HISTORY     - 1946     MONUMENTED       CGS
 LB1452  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1452
 LB1452                          STATION DESCRIPTION
 LB1452
 LB1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1452'2.6 MI W FROM GOODLAND.
 LB1452'ABOUT 2.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1452'STATION AT GOODLAND, 0.3 MILE EAST OF MILEPOST 52, AT A GRAVEL
 LB1452'ROAD CROSSING OF THE GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER
 LB1452'LINE OF U.S. HIGHWAY 24, SET IN THE TOP OF THE EAST END OF THE
 LB1452'SOUTH CONCRETE HEADWALL OF A 16-INCH PIPE CULVERT UNDER THE
 LB1452'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1452'STAMPED Q 109 1946.
 LB1452
 LB1452                          STATION RECOVERY (2008)
 LB1452
 LB1452'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1452'HEADWALL ERODED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1428 ***********************************************************************
 ME1428  DESIGNATION -  Q 110
 ME1428  PID         -  ME1428
 ME1428  STATE/COUNTY-  IN/JASPER
 ME1428  COUNTRY     -  US
 ME1428  USGS QUAD   -  GIFFORD (2019)
 ME1428
 ME1428                         *CURRENT SURVEY CONTROL
 ME1428  ______________________________________________________________________
 ME1428* NAD 83(1986) POSITION- 41 01 38.     (N) 087 03 03.     (W)   SCALED
 ME1428* NAVD 88 ORTHO HEIGHT -   208.014 (meters)      682.46  (feet) ADJUSTED
 ME1428  ______________________________________________________________________
 ME1428  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME1428  DYNAMIC HEIGHT  -        207.923 (meters)      682.16  (feet) COMP
 ME1428  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 ME1428
 ME1428  VERT ORDER      -  SECOND    CLASS 0
 ME1428
 ME1428.The horizontal coordinates were scaled from a map and have
 ME1428.an estimated accuracy of +/- 6 seconds.
 ME1428
 ME1428.The orthometric height was determined by differential leveling and
 ME1428.adjusted by the NATIONAL GEODETIC SURVEY
 ME1428.in June 1991.
 ME1428
 ME1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1428.GEOID18 height accuracy estimate available here.
 ME1428
 ME1428.Click photographs - Photos may exist for this station.
 ME1428
 ME1428.The dynamic height is computed by dividing the NAVD 88
 ME1428.geopotential number by the normal gravity value computed on the
 ME1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1428.degrees latitude (g = 980.6199 gals.).
 ME1428
 ME1428.The modeled gravity was interpolated from observed gravity values.
 ME1428
 ME1428;                    North         East    Units  Estimated Accuracy
 ME1428;SPC IN W     -   641,580.      902,730.      MT  (+/- 180 meters Scaled)
 ME1428
 ME1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL957417(NAD 83)
 ME1428
 ME1428                          SUPERSEDED SURVEY CONTROL
 ME1428
 ME1428  NGVD 29 (??/??/92)  208.105  (m)          682.76   (f) ADJ UNCH    2 0
 ME1428
 ME1428.Superseded values are not recommended for survey control.
 ME1428
 ME1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1428.See file dsdata.pdf to determine how the superseded data were derived.
 ME1428
 ME1428_MARKER: DB = BENCH MARK DISK
 ME1428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1428_SP_SET: CULVERT HEADWALL
 ME1428_STAMPING: Q 110 1946
 ME1428_MARK LOGO: CGS
 ME1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1428+STABILITY: SURFACE MOTION
 ME1428
 ME1428  HISTORY     - Date     Condition        Report By
 ME1428  HISTORY     - 1946     MONUMENTED       CGS
 ME1428  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1428  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1428
 ME1428                          STATION DESCRIPTION
 ME1428
 ME1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1428'8.7 MI E FROM PARR.
 ME1428'ABOUT 8.7 MILES EAST ALONG STATE HIGHWAY 14 FROM THE CROSS ROADS
 ME1428'AT PARR, ABOUT 0.2 MILE WEST OF THE T ROAD JUNCTION AT LEWISTON,
 ME1428'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 ME1428'OF AN 18-INCH PIPE CULVERT NUMBER 15, 20 FEET SOUTH OF THE CENTER
 ME1428'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 ME1428
 ME1428                          STATION RECOVERY (2005)
 ME1428
 ME1428'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1428'THE CULVERT HAS BEEN REPLACED.
 ME1428
 ME1428                          STATION RECOVERY (2012)
 ME1428
 ME1428'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0907 ***********************************************************************
 LB0907  DESIGNATION -  Q 111 RESET
 LB0907  PID         -  LB0907
 LB0907  STATE/COUNTY-  IN/MONTGOMERY
 LB0907  COUNTRY     -  US
 LB0907  USGS QUAD   -  DARLINGTON (2019)
 LB0907
 LB0907                         *CURRENT SURVEY CONTROL
 LB0907  ______________________________________________________________________
 LB0907* NAD 83(1986) POSITION- 40 02 48.6    (N) 086 49 45.4    (W)   HD_HELD2
 LB0907* NAVD 88 ORTHO HEIGHT -   247.83  (meters)      813.1   (feet) RESET
 LB0907  ______________________________________________________________________
 LB0907  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 LB0907  VERT ORDER      -  THIRD
 LB0907
 LB0907.The horizontal coordinates were established by autonomous hand held GPS
 LB0907.observations and have an estimated accuracy of +/- 10 meters.
 LB0907
 LB0907.The orthometric height was computed from unverified reset data.
 LB0907
 LB0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0907.GEOID18 height accuracy estimate available here.
 LB0907
 LB0907.Click photographs - Photos may exist for this station.
 LB0907
 LB0907;                    North         East    Units  Estimated Accuracy
 LB0907;SPC IN W     -   532,749.      921,679.      MT  (+/- 10 meters HH2 GPS)
 LB0907
 LB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1456232969(NAD 83)
 LB0907
 LB0907                          SUPERSEDED SURVEY CONTROL
 LB0907
 LB0907  NGVD 29 (??/??/??)  247.93   (m)          813.4    (f) RESET       3  
 LB0907
 LB0907.Superseded values are not recommended for survey control.
 LB0907
 LB0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0907.See file dsdata.pdf to determine how the superseded data were derived.
 LB0907
 LB0907_MARKER: DB = BENCH MARK DISK
 LB0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0907_STAMPING: Q 111 RESET 1961
 LB0907_MARK LOGO: CGS
 LB0907_PROJECTION: PROJECTING 9 CENTIMETERS
 LB0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0907+STABILITY: SURFACE MOTION
 LB0907
 LB0907  HISTORY     - Date     Condition        Report By
 LB0907  HISTORY     - 1961     MONUMENTED       CGS
 LB0907  HISTORY     - 20200825 GOOD             LOCSUR
 LB0907
 LB0907                          STATION DESCRIPTION
 LB0907
 LB0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0907'NEAR SMARTSBURG.
 LB0907'AT SMARTSBURG (ABOUT 4 MILES E OF CRAWFORDSVILLE), 196 FEET W OF
 LB0907'CENTER LINE OF 16-FOOT ASPHALT PAVEMENT OF COUNTY ROAD THAT
 LB0907'EXTENDS S FROM T-INTERSECTION, 40 FEET S OF CENTER LINE OF
 LB0907'24-FOOT PAVEMENT OF NO. 32 INDIANA HIGHWAY, 0.5 FOOT LOWER
 LB0907'THAN SAME, 1-1/2 FEET NE OF A PROPERTY-LINE FENCE CORNER,
 LB0907'2.2 FEET E OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE
 LB0907'GROUND.
 LB0907
 LB0907                          STATION RECOVERY (2020)
 LB0907
 LB0907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2020 (MN)
 LB0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0616 ***********************************************************************
 LB0616  DESIGNATION -  Q 112
 LB0616  PID         -  LB0616
 LB0616  STATE/COUNTY-  IN/BOONE
 LB0616  COUNTRY     -  US
 LB0616  USGS QUAD   -  LEBANON (2019)
 LB0616
 LB0616                         *CURRENT SURVEY CONTROL
 LB0616  ______________________________________________________________________
 LB0616* NAD 83(1986) POSITION- 40 02 21.     (N) 086 24 45.     (W)   SCALED
 LB0616* NAVD 88 ORTHO HEIGHT -   291.062 (meters)      954.93  (feet) ADJUSTED
 LB0616  ______________________________________________________________________
 LB0616  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 LB0616  DYNAMIC HEIGHT  -        290.900 (meters)      954.39  (feet) COMP
 LB0616  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 LB0616
 LB0616  VERT ORDER      -  SECOND    CLASS 0
 LB0616
 LB0616.The horizontal coordinates were scaled from a map and have
 LB0616.an estimated accuracy of +/- 6 seconds.
 LB0616
 LB0616.The orthometric height was determined by differential leveling and
 LB0616.adjusted by the NATIONAL GEODETIC SURVEY
 LB0616.in June 1991.
 LB0616
 LB0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0616.GEOID18 height accuracy estimate available here.
 LB0616
 LB0616.Click photographs - Photos may exist for this station.
 LB0616
 LB0616.The dynamic height is computed by dividing the NAVD 88
 LB0616.geopotential number by the normal gravity value computed on the
 LB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0616.degrees latitude (g = 980.6199 gals.).
 LB0616
 LB0616.The modeled gravity was interpolated from observed gravity values.
 LB0616
 LB0616;                    North         East    Units  Estimated Accuracy
 LB0616;SPC IN W     -   532,080.      957,250.      MT  (+/- 180 meters Scaled)
 LB0616
 LB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK501322(NAD 83)
 LB0616
 LB0616                          SUPERSEDED SURVEY CONTROL
 LB0616
 LB0616  NGVD 29 (??/??/92)  291.165  (m)          955.26   (f) ADJ UNCH    2 0
 LB0616
 LB0616.Superseded values are not recommended for survey control.
 LB0616
 LB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0616.See file dsdata.pdf to determine how the superseded data were derived.
 LB0616
 LB0616_MARKER: DB = BENCH MARK DISK
 LB0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0616_STAMPING: Q 112 1946
 LB0616_MARK LOGO: CGS
 LB0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0616+STABILITY: SURFACE MOTION
 LB0616
 LB0616  HISTORY     - Date     Condition        Report By
 LB0616  HISTORY     - 1946     MONUMENTED       CGS
 LB0616  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LB0616
 LB0616                          STATION DESCRIPTION
 LB0616
 LB0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0616'3.4 MI E FROM LEBANON.
 LB0616'ALONG STATE HIGHWAY 32 ABOUT 3.4 MILES EAST OF THE COUNTY COURT
 LB0616'HOUSE AT LEBANON, IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH
 LB0616'GRAVEL ROAD INTERSECTION, 82 FEET NORTHEAST OF THE NORTHEAST
 LB0616'CORNER OF AN ABANDONED SCHOOL BUILDING, 25 FEET SOUTH OF THE
 LB0616'CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF
 LB0616'THE CROSS ROAD, 3.5 FEET NORTHWEST OF A FENCE CORNER, 1.4 FOOT
 LB0616'EAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 LB0616'CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED Q 112 1946
 LB0616'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0616'GROUND.
 LB0616
 LB0616                          STATION RECOVERY (1977)
 LB0616
 LB0616'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0856 ***********************************************************************
 LB0856  DESIGNATION -  Q 113
 LB0856  PID         -  LB0856
 LB0856  STATE/COUNTY-  IN/BOONE
 LB0856  COUNTRY     -  US
 LB0856  USGS QUAD   -  THORNTOWN (2019)
 LB0856
 LB0856                         *CURRENT SURVEY CONTROL
 LB0856  ______________________________________________________________________
 LB0856* NAD 83(1986) POSITION- 40 07 37.     (N) 086 34 38.     (W)   SCALED
 LB0856* NAVD 88 ORTHO HEIGHT -   263.497 (meters)      864.49  (feet) ADJUSTED
 LB0856  ______________________________________________________________________
 LB0856  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 LB0856  DYNAMIC HEIGHT  -        263.354 (meters)      864.02  (feet) COMP
 LB0856  MODELED GRAVITY -    980,077.1   (mgal)                       NAVD 88
 LB0856
 LB0856  VERT ORDER      -  SECOND    CLASS 0
 LB0856
 LB0856.The horizontal coordinates were scaled from a map and have
 LB0856.an estimated accuracy of +/- 6 seconds.
 LB0856
 LB0856.The orthometric height was determined by differential leveling and
 LB0856.adjusted by the NATIONAL GEODETIC SURVEY
 LB0856.in June 1991.
 LB0856
 LB0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0856.GEOID18 height accuracy estimate available here.
 LB0856
 LB0856.Click photographs - Photos may exist for this station.
 LB0856
 LB0856.The dynamic height is computed by dividing the NAVD 88
 LB0856.geopotential number by the normal gravity value computed on the
 LB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0856.degrees latitude (g = 980.6199 gals.).
 LB0856
 LB0856.The modeled gravity was interpolated from observed gravity values.
 LB0856
 LB0856;                    North         East    Units  Estimated Accuracy
 LB0856;SPC IN W     -   541,740.      943,140.      MT  (+/- 180 meters Scaled)
 LB0856
 LB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK360419(NAD 83)
 LB0856
 LB0856                          SUPERSEDED SURVEY CONTROL
 LB0856
 LB0856  NGVD 29 (??/??/92)  263.593  (m)          864.80   (f) ADJ UNCH    2 0
 LB0856
 LB0856.Superseded values are not recommended for survey control.
 LB0856
 LB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0856.See file dsdata.pdf to determine how the superseded data were derived.
 LB0856
 LB0856_MARKER: DB = BENCH MARK DISK
 LB0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0856_STAMPING: Q 113 1946
 LB0856_MARK LOGO: CGS
 LB0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0856+STABILITY: SURFACE MOTION
 LB0856
 LB0856  HISTORY     - Date     Condition        Report By
 LB0856  HISTORY     - 1946     MONUMENTED       CGS
 LB0856  HISTORY     - 1977     GOOD             LOCENG
 LB0856
 LB0856                          STATION DESCRIPTION
 LB0856
 LB0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0856'1.6 MI E FROM THORNTOWN.
 LB0856'ABOUT 1.55 MILE EAST ALONG STATE HIGHWAY 47 FROM THE MUNICIPAL
 LB0856'BUILDING AT THORNTOWN, 51 FEET NORTHEAST OF THE NORTHEAST CORNER
 LB0856'OF A BRICK FARM HOUSE OWNED BY B.M. HAMILL, 29 FEET SOUTH OF THE
 LB0856'CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER LINE OF A
 LB0856'DRIVEWAY, 6.5 FEET EAST OF THE EAST GATE POST, 1 1/2 FOOT WEST
 LB0856'OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 LB0856'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Q 113 1946 AND SET IN
 LB0856'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0856
 LB0856                          STATION RECOVERY (1977)
 LB0856
 LB0856'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0914 ***********************************************************************
 LB0914  DESIGNATION -  Q 114
 LB0914  PID         -  LB0914
 LB0914  STATE/COUNTY-  IN/CLINTON
 LB0914  COUNTRY     -  US
 LB0914  USGS QUAD   -  FRANKFORT (2019)
 LB0914
 LB0914                         *CURRENT SURVEY CONTROL
 LB0914  ______________________________________________________________________
 LB0914* NAD 83(1986) POSITION- 40 15 00.     (N) 086 30 39.     (W)   SCALED
 LB0914* NAVD 88 ORTHO HEIGHT -   264.465 (meters)      867.67  (feet) ADJUSTED
 LB0914  ______________________________________________________________________
 LB0914  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 LB0914  DYNAMIC HEIGHT  -        264.325 (meters)      867.21  (feet) COMP
 LB0914  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LB0914
 LB0914  VERT ORDER      -  SECOND    CLASS 0
 LB0914
 LB0914.The horizontal coordinates were scaled from a map and have
 LB0914.an estimated accuracy of +/- 6 seconds.
 LB0914
 LB0914.The orthometric height was determined by differential leveling and
 LB0914.adjusted by the NATIONAL GEODETIC SURVEY
 LB0914.in June 1991.
 LB0914
 LB0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0914.GEOID18 height accuracy estimate available here.
 LB0914
 LB0914.Click photographs - Photos may exist for this station.
 LB0914
 LB0914.The dynamic height is computed by dividing the NAVD 88
 LB0914.geopotential number by the normal gravity value computed on the
 LB0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0914.degrees latitude (g = 980.6199 gals.).
 LB0914
 LB0914.The modeled gravity was interpolated from observed gravity values.
 LB0914
 LB0914;                    North         East    Units  Estimated Accuracy
 LB0914;SPC IN W     -   555,430.      948,710.      MT  (+/- 180 meters Scaled)
 LB0914
 LB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416556(NAD 83)
 LB0914
 LB0914                          SUPERSEDED SURVEY CONTROL
 LB0914
 LB0914  NGVD 29 (??/??/92)  264.569  (m)          868.01   (f) ADJ UNCH    2 0
 LB0914
 LB0914.Superseded values are not recommended for survey control.
 LB0914
 LB0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0914.See file dsdata.pdf to determine how the superseded data were derived.
 LB0914
 LB0914_MARKER: DB = BENCH MARK DISK
 LB0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0914_STAMPING: Q 114 1946
 LB0914_MARK LOGO: CGS
 LB0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0914+STABILITY: SURFACE MOTION
 LB0914
 LB0914  HISTORY     - Date     Condition        Report By
 LB0914  HISTORY     - 1946     MONUMENTED       CGS
 LB0914
 LB0914                          STATION DESCRIPTION
 LB0914
 LB0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0914'2.1 MI S FROM FRANKFORT.
 LB0914'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0914'COURT HOUSE AT FRANKFORT, AT LOCKWOOD FIELD, ABOUT 125 YARDS
 LB0914'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 13 FEET SOUTH OF
 LB0914'THE CENTER LINE OF THE DRIVEWAY, 1.5 FOOT WEST OF THE NORTHWEST
 LB0914'CORNER OF A STORAGE SHED, 1.5 FOOT NORTH OF A WHITE WOODEN
 LB0914'WITNESS POST.  A STANDARD DISK, STAMPED Q 114 1946 AND SET IN
 LB0914'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0093 ***********************************************************************
 LB0093  DESIGNATION -  Q 115
 LB0093  PID         -  LB0093
 LB0093  STATE/COUNTY-  IN/CARROLL
 LB0093  COUNTRY     -  US
 LB0093  USGS QUAD   -  DEER CREEK (2019)
 LB0093
 LB0093                         *CURRENT SURVEY CONTROL
 LB0093  ______________________________________________________________________
 LB0093* NAD 83(1986) POSITION- 40 36 50.     (N) 086 23 01.     (W)   SCALED
 LB0093* NAVD 88 ORTHO HEIGHT -   214.134 (meters)      702.54  (feet) ADJUSTED
 LB0093  ______________________________________________________________________
 LB0093  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 LB0093  DYNAMIC HEIGHT  -        214.028 (meters)      702.19  (feet) COMP
 LB0093  MODELED GRAVITY -    980,125.6   (mgal)                       NAVD 88
 LB0093
 LB0093  VERT ORDER      -  SECOND    CLASS 0
 LB0093
 LB0093.The horizontal coordinates were scaled from a map and have
 LB0093.an estimated accuracy of +/- 6 seconds.
 LB0093
 LB0093.The orthometric height was determined by differential leveling and
 LB0093.adjusted by the NATIONAL GEODETIC SURVEY
 LB0093.in June 1991.
 LB0093
 LB0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0093.GEOID18 height accuracy estimate available here.
 LB0093
 LB0093.Click photographs - Photos may exist for this station.
 LB0093
 LB0093.The dynamic height is computed by dividing the NAVD 88
 LB0093.geopotential number by the normal gravity value computed on the
 LB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0093.degrees latitude (g = 980.6199 gals.).
 LB0093
 LB0093.The modeled gravity was interpolated from observed gravity values.
 LB0093
 LB0093;                    North         East    Units  Estimated Accuracy
 LB0093;SPC IN W     -   595,920.      959,210.      MT  (+/- 180 meters Scaled)
 LB0093
 LB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK521960(NAD 83)
 LB0093
 LB0093                          SUPERSEDED SURVEY CONTROL
 LB0093
 LB0093  NGVD 29 (??/??/92)  214.249  (m)          702.92   (f) ADJ UNCH    2 0
 LB0093
 LB0093.Superseded values are not recommended for survey control.
 LB0093
 LB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0093.See file dsdata.pdf to determine how the superseded data were derived.
 LB0093
 LB0093_MARKER: DB = BENCH MARK DISK
 LB0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0093_SP_SET: BRIDGE WINGWALL
 LB0093_STAMPING: Q 115 1946
 LB0093_MARK LOGO: CGS
 LB0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0093
 LB0093  HISTORY     - Date     Condition        Report By
 LB0093  HISTORY     - 1946     MONUMENTED       CGS
 LB0093
 LB0093                          STATION DESCRIPTION
 LB0093
 LB0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0093'0.4 MI E FROM DEER CREEK.
 LB0093'ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD LEADING TO LINCOLN
 LB0093'FROM THE JUNCTION WITH STATE HIGHWAY 29 AT DEER CREEK, SET IN THE
 LB0093'TOP OF THE SOUTHEAST WINGWALL OF AN 8-FOOT CONCRETE BRIDGE, 13
 LB0093'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 0.5 FOOT
 LB0093'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED Q 115 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0003 ***********************************************************************
 LB0003  DESIGNATION -  Q 116
 LB0003  PID         -  LB0003
 LB0003  STATE/COUNTY-  IN/CARROLL
 LB0003  COUNTRY     -  US
 LB0003  USGS QUAD   -  DEER CREEK (2019)
 LB0003
 LB0003                         *CURRENT SURVEY CONTROL
 LB0003  ______________________________________________________________________
 LB0003* NAD 83(1986) POSITION- 40 31 56.     (N) 086 23 31.     (W)   SCALED
 LB0003* NAVD 88 ORTHO HEIGHT -   234.292 (meters)      768.67  (feet) ADJUSTED
 LB0003  ______________________________________________________________________
 LB0003  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LB0003  DYNAMIC HEIGHT  -        234.173 (meters)      768.28  (feet) COMP
 LB0003  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 LB0003
 LB0003  VERT ORDER      -  SECOND    CLASS 0
 LB0003
 LB0003.The horizontal coordinates were scaled from a map and have
 LB0003.an estimated accuracy of +/- 6 seconds.
 LB0003
 LB0003.The orthometric height was determined by differential leveling and
 LB0003.adjusted by the NATIONAL GEODETIC SURVEY
 LB0003.in June 1991.
 LB0003
 LB0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0003.GEOID18 height accuracy estimate available here.
 LB0003
 LB0003.Click photographs - Photos may exist for this station.
 LB0003
 LB0003.The dynamic height is computed by dividing the NAVD 88
 LB0003.geopotential number by the normal gravity value computed on the
 LB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0003.degrees latitude (g = 980.6199 gals.).
 LB0003
 LB0003.The modeled gravity was interpolated from observed gravity values.
 LB0003
 LB0003;                    North         East    Units  Estimated Accuracy
 LB0003;SPC IN W     -   586,840.      958,580.      MT  (+/- 180 meters Scaled)
 LB0003
 LB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514870(NAD 83)
 LB0003
 LB0003                          SUPERSEDED SURVEY CONTROL
 LB0003
 LB0003  NGVD 29 (??/??/92)  234.401  (m)          769.03   (f) ADJ UNCH    2 0
 LB0003
 LB0003.Superseded values are not recommended for survey control.
 LB0003
 LB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0003.See file dsdata.pdf to determine how the superseded data were derived.
 LB0003
 LB0003_MARKER: DB = BENCH MARK DISK
 LB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0003_STAMPING: Q 116 1946
 LB0003_MARK LOGO: CGS
 LB0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0003+STABILITY: SURFACE MOTION
 LB0003
 LB0003  HISTORY     - Date     Condition        Report By
 LB0003  HISTORY     - 1946     MONUMENTED       CGS
 LB0003
 LB0003                          STATION DESCRIPTION
 LB0003
 LB0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0003'1 MI N FROM CARROLLTON.
 LB0003'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE DARWIN
 LB0003'M.E. CHURCH AT CARROLLTON, IN THE SOUTHWEST QUARTER OF THE
 LB0003'INTERSECTION WITH AN EAST-WEST ROAD, 49 FEET WEST OF THE CENTER
 LB0003'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE
 LB0003'CROSS ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 1 1/2
 LB0003'FEET SOUTHEAST OF A CORNER FENCE POST, 1 1/2 FEET NORTH OF A
 LB0003'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0003'A STANDARD DISK, STAMPED Q 116 1946 AND SET IN THE TOP OF A
 LB0003'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0450 ***********************************************************************
 LB0450  DESIGNATION -  Q 117
 LB0450  PID         -  LB0450
 LB0450  STATE/COUNTY-  IN/CLINTON
 LB0450  COUNTRY     -  US
 LB0450  USGS QUAD   -  BURLINGTON (2019)
 LB0450
 LB0450                         *CURRENT SURVEY CONTROL
 LB0450  ______________________________________________________________________
 LB0450* NAD 83(1986) POSITION- 40 23 15.     (N) 086 27 07.     (W)   SCALED
 LB0450* NAVD 88 ORTHO HEIGHT -   257.846 (meters)      845.95  (feet) ADJUSTED
 LB0450  ______________________________________________________________________
 LB0450  GEOID HEIGHT    -        -34.142 (meters)                     GEOID18
 LB0450  DYNAMIC HEIGHT  -        257.712 (meters)      845.51  (feet) COMP
 LB0450  MODELED GRAVITY -    980,099.5   (mgal)                       NAVD 88
 LB0450
 LB0450  VERT ORDER      -  SECOND    CLASS 0
 LB0450
 LB0450.The horizontal coordinates were scaled from a map and have
 LB0450.an estimated accuracy of +/- 6 seconds.
 LB0450
 LB0450.The orthometric height was determined by differential leveling and
 LB0450.adjusted by the NATIONAL GEODETIC SURVEY
 LB0450.in June 1991.
 LB0450
 LB0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0450.GEOID18 height accuracy estimate available here.
 LB0450
 LB0450.Click photographs - Photos may exist for this station.
 LB0450
 LB0450.The dynamic height is computed by dividing the NAVD 88
 LB0450.geopotential number by the normal gravity value computed on the
 LB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0450.degrees latitude (g = 980.6199 gals.).
 LB0450
 LB0450.The modeled gravity was interpolated from observed gravity values.
 LB0450
 LB0450;                    North         East    Units  Estimated Accuracy
 LB0450;SPC IN W     -   570,740.      953,610.      MT  (+/- 180 meters Scaled)
 LB0450
 LB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK465709(NAD 83)
 LB0450
 LB0450                          SUPERSEDED SURVEY CONTROL
 LB0450
 LB0450  NGVD 29 (??/??/92)  257.952  (m)          846.30   (f) ADJ UNCH    2 0
 LB0450
 LB0450.Superseded values are not recommended for survey control.
 LB0450
 LB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0450.See file dsdata.pdf to determine how the superseded data were derived.
 LB0450
 LB0450_MARKER: DB = BENCH MARK DISK
 LB0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0450_SP_SET: BOX CULVERT HEADWALL
 LB0450_STAMPING: Q 117 1946
 LB0450_MARK LOGO: CGS
 LB0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0450+STABILITY: SURFACE MOTION
 LB0450
 LB0450  HISTORY     - Date     Condition        Report By
 LB0450  HISTORY     - 1946     MONUMENTED       CGS
 LB0450
 LB0450                          STATION DESCRIPTION
 LB0450
 LB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0450'3.4 MI E FROM MORAN.
 LB0450'ABOUT 3.4 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0450'AT MORAN, 0.1 MILE WEST OF A PAVED NORTH-SOUTH ROAD INTERSECTION,
 LB0450'SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A 3-FOOT
 LB0450'CONCRETE BOX CULVERT, 9 FEET SOUTH OF THE CENTER LINE OF THE
 LB0450'ROAD, AND ABOUT 2 FEET ABOVE ROAD LEVEL.  A STANDARD DISK,
 LB0450'STAMPED Q 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0960 ***********************************************************************
 LB0960  DESIGNATION -  Q 118
 LB0960  PID         -  LB0960
 LB0960  STATE/COUNTY-  IN/CARROLL
 LB0960  COUNTRY     -  US
 LB0960  USGS QUAD   -  FLORA (2019)
 LB0960
 LB0960                         *CURRENT SURVEY CONTROL
 LB0960  ______________________________________________________________________
 LB0960* NAD 83(1986) POSITION- 40 35 28.     (N) 086 32 03.     (W)   SCALED
 LB0960* NAVD 88 ORTHO HEIGHT -   207.074 (meters)      679.38  (feet) ADJUSTED
 LB0960  ______________________________________________________________________
 LB0960  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LB0960  DYNAMIC HEIGHT  -        206.973 (meters)      679.04  (feet) COMP
 LB0960  MODELED GRAVITY -    980,130.7   (mgal)                       NAVD 88
 LB0960
 LB0960  VERT ORDER      -  SECOND    CLASS 0
 LB0960
 LB0960.The horizontal coordinates were scaled from a map and have
 LB0960.an estimated accuracy of +/- 6 seconds.
 LB0960
 LB0960.The orthometric height was determined by differential leveling and
 LB0960.adjusted by the NATIONAL GEODETIC SURVEY
 LB0960.in June 1991.
 LB0960
 LB0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0960.GEOID18 height accuracy estimate available here.
 LB0960
 LB0960.Click photographs - Photos may exist for this station.
 LB0960
 LB0960.The dynamic height is computed by dividing the NAVD 88
 LB0960.geopotential number by the normal gravity value computed on the
 LB0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0960.degrees latitude (g = 980.6199 gals.).
 LB0960
 LB0960.The modeled gravity was interpolated from observed gravity values.
 LB0960
 LB0960;                    North         East    Units  Estimated Accuracy
 LB0960;SPC IN W     -   593,300.      946,490.      MT  (+/- 180 meters Scaled)
 LB0960
 LB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK394934(NAD 83)
 LB0960
 LB0960                          SUPERSEDED SURVEY CONTROL
 LB0960
 LB0960  NGVD 29 (??/??/92)  207.186  (m)          679.74   (f) ADJ UNCH    2 0
 LB0960
 LB0960.Superseded values are not recommended for survey control.
 LB0960
 LB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0960.See file dsdata.pdf to determine how the superseded data were derived.
 LB0960
 LB0960_MARKER: DB = BENCH MARK DISK
 LB0960_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0960_SP_SET: BOX CULVERT HEADWALL
 LB0960_STAMPING: Q 118 1946
 LB0960_MARK LOGO: CGS
 LB0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0960+STABILITY: SURFACE MOTION
 LB0960
 LB0960  HISTORY     - Date     Condition        Report By
 LB0960  HISTORY     - 1946     MONUMENTED       CGS
 LB0960
 LB0960                          STATION DESCRIPTION
 LB0960
 LB0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0960'1.3 MI S FROM CAMDEN.
 LB0960'ABOUT 1.3 MILE SOUTH ALONG THE CAMDEN-FLORA ROAD FROM THE CAMDEN
 LB0960'STATE BANK AT CAMDEN, ABOUT 65 YARDS NORTH OF AN EAST-WEST CROSS
 LB0960'ROAD, ABOUT 18 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 LB0960'RED BARN, SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL OF A
 LB0960'3-FOOT CONCRETE BOX CULVERT, 11.5 FEET EAST OF THE CENTER LINE
 LB0960'OF THE ROAD AND ABOUT 1.7 FOOT ABOVE ROAD LEVEL.  A STANDARD
 LB0960'DISK, STAMPED Q 118 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0975 ***********************************************************************
 LB0975  DESIGNATION -  Q 119
 LB0975  PID         -  LB0975
 LB0975  STATE/COUNTY-  IN/CARROLL
 LB0975  COUNTRY     -  US
 LB0975  USGS QUAD   -  DELPHI (2019)
 LB0975
 LB0975                         *CURRENT SURVEY CONTROL
 LB0975  ______________________________________________________________________
 LB0975* NAD 83(1986) POSITION- 40 34 14.     (N) 086 39 38.     (W)   SCALED
 LB0975* NAVD 88 ORTHO HEIGHT -   192.002 (meters)      629.93  (feet) ADJUSTED
 LB0975  ______________________________________________________________________
 LB0975  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 LB0975  DYNAMIC HEIGHT  -        191.908 (meters)      629.62  (feet) COMP
 LB0975  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 LB0975
 LB0975  VERT ORDER      -  SECOND    CLASS 0
 LB0975
 LB0975.The horizontal coordinates were scaled from a map and have
 LB0975.an estimated accuracy of +/- 6 seconds.
 LB0975
 LB0975.The orthometric height was determined by differential leveling and
 LB0975.adjusted by the NATIONAL GEODETIC SURVEY
 LB0975.in June 1991.
 LB0975
 LB0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0975.GEOID18 height accuracy estimate available here.
 LB0975
 LB0975.Click photographs - Photos may exist for this station.
 LB0975
 LB0975.The dynamic height is computed by dividing the NAVD 88
 LB0975.geopotential number by the normal gravity value computed on the
 LB0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0975.degrees latitude (g = 980.6199 gals.).
 LB0975
 LB0975.The modeled gravity was interpolated from observed gravity values.
 LB0975
 LB0975;                    North         East    Units  Estimated Accuracy
 LB0975;SPC IN W     -   590,960.      935,800.      MT  (+/- 180 meters Scaled)
 LB0975
 LB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK287911(NAD 83)
 LB0975
 LB0975                          SUPERSEDED SURVEY CONTROL
 LB0975
 LB0975  NGVD 29 (??/??/92)  192.112  (m)          630.29   (f) ADJ UNCH    2 0
 LB0975
 LB0975.Superseded values are not recommended for survey control.
 LB0975
 LB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0975.See file dsdata.pdf to determine how the superseded data were derived.
 LB0975
 LB0975_MARKER: DB = BENCH MARK DISK
 LB0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0975_SP_SET: BRIDGE
 LB0975_STAMPING: Q 119 1946
 LB0975_MARK LOGO: CGS
 LB0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0975
 LB0975  HISTORY     - Date     Condition        Report By
 LB0975  HISTORY     - 1946     MONUMENTED       CGS
 LB0975  HISTORY     - 20040923 MARK NOT FOUND   BFSINC
 LB0975  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB0975
 LB0975                          STATION DESCRIPTION
 LB0975
 LB0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0975'1.4 MI SE FROM DELPHI.
 LB0975'ABOUT 1.4 MILE SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB0975'COURT HOUSE AT DELPHI, SET IN THE TOP OF THE NORTHEAST WINGWALL
 LB0975'OF A 25-FOOT CONCRETE BRIDGE OVER BRIDGE CREEK, 20 FEET EAST OF
 LB0975'THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE ROAD
 LB0975'LEVEL.  A STANDARD DISK, STAMPED Q 119 1946.
 LB0975
 LB0975                          STATION RECOVERY (2004)
 LB0975
 LB0975'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB0975'BRIDGE HAS BEEN REPLACED.
 LB0975
 LB0975                          STATION RECOVERY (2009)
 LB0975
 LB0975'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0975'MARK NOT FOUND (GONE) FOUND L-655 IN SW CORNER OF BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0338 ***********************************************************************
 KA0338  DESIGNATION -  Q 12
 KA0338  PID         -  KA0338
 KA0338  STATE/COUNTY-  IN/GREENE
 KA0338  COUNTRY     -  US
 KA0338  USGS QUAD   -  BLOOMFIELD (2019)
 KA0338
 KA0338                         *CURRENT SURVEY CONTROL
 KA0338  ______________________________________________________________________
 KA0338* NAD 83(1986) POSITION- 39 00 32.25   (N) 086 58 16.53   (W)   HD_HELD1
 KA0338* NAVD 88 ORTHO HEIGHT -   152.244 (meters)      499.49  (feet) ADJUSTED
 KA0338  ______________________________________________________________________
 KA0338  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 KA0338  DYNAMIC HEIGHT  -        152.150 (meters)      499.18  (feet) COMP
 KA0338  MODELED GRAVITY -    980,012.5   (mgal)                       NAVD 88
 KA0338
 KA0338  VERT ORDER      -  FIRST     CLASS II
 KA0338
 KA0338.The horizontal coordinates were determined by differentially corrected
 KA0338.hand held GPS observations or other comparable positioning techniques
 KA0338.and have an estimated accuracy of +/- 3 meters.
 KA0338
 KA0338.The orthometric height was determined by differential leveling and
 KA0338.adjusted by the NATIONAL GEODETIC SURVEY
 KA0338.in June 1991.
 KA0338
 KA0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0338.GEOID18 height accuracy estimate available here.
 KA0338
 KA0338.Click photographs - Photos may exist for this station.
 KA0338
 KA0338.The dynamic height is computed by dividing the NAVD 88
 KA0338.geopotential number by the normal gravity value computed on the
 KA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0338.degrees latitude (g = 980.6199 gals.).
 KA0338
 KA0338.The modeled gravity was interpolated from observed gravity values.
 KA0338
 KA0338;                    North         East    Units  Estimated Accuracy
 KA0338;SPC IN W     -   417,496.7     909,707.1     MT  (+/- 3 meters HH1 GPS) 
 KA0338
 KA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0248817771(NAD 83)
 KA0338
 KA0338                          SUPERSEDED SURVEY CONTROL
 KA0338
 KA0338  NGVD 29 (??/??/92)  152.379  (m)          499.93   (f) ADJ UNCH    1 2
 KA0338
 KA0338.Superseded values are not recommended for survey control.
 KA0338
 KA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0338.See file dsdata.pdf to determine how the superseded data were derived.
 KA0338
 KA0338_MARKER: DB = BENCH MARK DISK
 KA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0338_STAMPING: 499.930 Q 12 1930
 KA0338_MARK LOGO: CGS
 KA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0338+STABILITY: SURFACE MOTION
 KA0338
 KA0338  HISTORY     - Date     Condition        Report By
 KA0338  HISTORY     - 1930     MONUMENTED       CGS
 KA0338  HISTORY     - 1934     GOOD             CGS
 KA0338  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0338
 KA0338                          STATION DESCRIPTION
 KA0338
 KA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0338'1.5 MI S FROM ELLISTON.
 KA0338'1.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ELLISTON,
 KA0338'GREEN COUNTY, 250 FEET WEST OF AN IRON HIGHWAY BRIDGE, AT A ROAD
 KA0338'CROSSING, 21 FEET EAST OF THE EAST RAIL, AND 17 FEET SOUTH OF THE
 KA0338'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 499.930 Q 12 1930
 KA0338'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0338'GROUND.
 KA0338
 KA0338                          STATION RECOVERY (1985)
 KA0338
 KA0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0701 ***********************************************************************
 LB0701  DESIGNATION -  Q 120
 LB0701  PID         -  LB0701
 LB0701  STATE/COUNTY-  IN/TIPPECANOE
 LB0701  COUNTRY     -  US
 LB0701  USGS QUAD   -  PYRMONT (2019)
 LB0701
 LB0701                         *CURRENT SURVEY CONTROL
 LB0701  ______________________________________________________________________
 LB0701* NAD 83(1986) POSITION- 40 28 30.32   (N) 086 42 49.71   (W)   HD_HELD1
 LB0701* NAVD 88 ORTHO HEIGHT -   204.958 (meters)      672.43  (feet) ADJUSTED
 LB0701  ______________________________________________________________________
 LB0701  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 LB0701  DYNAMIC HEIGHT  -        204.856 (meters)      672.10  (feet) COMP
 LB0701  MODELED GRAVITY -    980,125.9   (mgal)                       NAVD 88
 LB0701
 LB0701  VERT ORDER      -  SECOND    CLASS 0
 LB0701
 LB0701.The horizontal coordinates were determined by differentially corrected
 LB0701.hand held GPS observations or other comparable positioning techniques
 LB0701.and have an estimated accuracy of +/- 3 meters.
 LB0701
 LB0701.The orthometric height was determined by differential leveling and
 LB0701.adjusted by the NATIONAL GEODETIC SURVEY
 LB0701.in June 1991.
 LB0701
 LB0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0701.GEOID18 height accuracy estimate available here.
 LB0701
 LB0701.Click photographs - Photos may exist for this station.
 LB0701
 LB0701.The dynamic height is computed by dividing the NAVD 88
 LB0701.geopotential number by the normal gravity value computed on the
 LB0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0701.degrees latitude (g = 980.6199 gals.).
 LB0701
 LB0701.The modeled gravity was interpolated from observed gravity values.
 LB0701
 LB0701;                    North         East    Units  Estimated Accuracy
 LB0701;SPC IN W     -   580,335.0     931,334.4     MT  (+/- 3 meters HH1 GPS) 
 LB0701
 LB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2425980528(NAD 83)
 LB0701
 LB0701                          SUPERSEDED SURVEY CONTROL
 LB0701
 LB0701  NGVD 29 (??/??/92)  205.063  (m)          672.78   (f) ADJ UNCH    2 0
 LB0701
 LB0701.Superseded values are not recommended for survey control.
 LB0701
 LB0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0701.See file dsdata.pdf to determine how the superseded data were derived.
 LB0701
 LB0701_MARKER: DB = BENCH MARK DISK
 LB0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0701_STAMPING: Q 120 1946
 LB0701_MARK LOGO: CGS
 LB0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0701+STABILITY: SURFACE MOTION
 LB0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0701+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2010
 LB0701
 LB0701  HISTORY     - Date     Condition        Report By
 LB0701  HISTORY     - 1946     MONUMENTED       CGS
 LB0701  HISTORY     - 20030520 GOOD             INDIV
 LB0701  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0701  HISTORY     - 20100608 GOOD             INDIV
 LB0701
 LB0701                          STATION DESCRIPTION
 LB0701
 LB0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0701'2.5 MI NW FROM PRYMONT.
 LB0701'ABOUT 0.6 MILE NORTH THENCE 1.9 MILE WEST ALONG GRAVEL ROADS
 LB0701'FROM THE SCHOOL AT PRYMONT, 1.0 MILE WEST OF THE TIPPECANOE-CARROLL
 LB0701'COUNTY LINE, AT A CROSS ROAD, IN THE NORTHEAST QUARTER OF THE
 LB0701'INTERSECTION, 20 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LB0701'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LB0701'8.5 FEET EAST OF A CONCRETE CORNER FENCE POST, 1 FOOT SOUTH OF A
 LB0701'FENCE LINE AND ABOUT 0.5 FOOT BELOW ROAD LEVEL.  THIS MARK IS ABOUT
 LB0701'1.5 MILE EAST, 1 MILE SOUTH, THENCE 1 MILE EAST ALONG GRAVEL
 LB0701'ROADS FROM THE WABASH RAILWAY STATION AT BUCK CREEK.  A STANDARD
 LB0701'DISK, STAMPED Q 120 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0701'PROJECTING 4 INCHES ABOVE GROUND.
 LB0701
 LB0701                          STATION RECOVERY (2003)
 LB0701
 LB0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB0701'RECOVERED IN GOOD CONDITION.
 LB0701
 LB0701                          STATION RECOVERY (2009)
 LB0701
 LB0701'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0701'MARK NOT FOUND
 LB0701
 LB0701                          STATION RECOVERY (2010)
 LB0701
 LB0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SP)
 LB0701'MARK LOCATED IN THE N.E. QUADRANT, AT THE INTERSECTION OF COUNTY ROAD
 LB0701'400N AND 1000E. FOUND FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0661 ***********************************************************************
 KA0661  DESIGNATION -  Q 121
 KA0661  PID         -  KA0661
 KA0661  STATE/COUNTY-  IN/PUTNAM
 KA0661  COUNTRY     -  US
 KA0661  USGS QUAD   -  GREENCASTLE (2019)
 KA0661
 KA0661                         *CURRENT SURVEY CONTROL
 KA0661  ______________________________________________________________________
 KA0661* NAD 83(1986) POSITION- 39 40 23.     (N) 086 46 41.     (W)   SCALED
 KA0661* NAVD 88 ORTHO HEIGHT -   253.259 (meters)      830.90  (feet) POSTED
 KA0661  ______________________________________________________________________
 KA0661  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KA0661  DYNAMIC HEIGHT  -        253.12  (meters)      830.4   (feet) COMP
 KA0661  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 KA0661
 KA0661  VERT ORDER      -  * POSTED, SEE BELOW
 KA0661
 KA0661.The horizontal coordinates were scaled from a map and have
 KA0661.an estimated accuracy of +/- 6 seconds.
 KA0661
 KA0661.The orthometric height was determined by differential leveling
 KA0661.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0661
 KA0661.* This is a POSTED BENCH MARK height.
 KA0661
 KA0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0661.GEOID18 height accuracy estimate available here.
 KA0661
 KA0661.Click photographs - Photos may exist for this station.
 KA0661
 KA0661.The dynamic height is computed by dividing the NAVD 88
 KA0661.geopotential number by the normal gravity value computed on the
 KA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0661.degrees latitude (g = 980.6199 gals.).
 KA0661
 KA0661.The modeled gravity was interpolated from observed gravity values.
 KA0661
 KA0661;                    North         East    Units  Estimated Accuracy
 KA0661;SPC IN W     -   491,260.      926,190.      MT  (+/- 180 meters Scaled)
 KA0661
 KA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ190914(NAD 83)
 KA0661
 KA0661                          SUPERSEDED SURVEY CONTROL
 KA0661
 KA0661  NGVD 29 (??/??/92)  253.368  (m)          831.26   (f) ADJ UNCH    1 2
 KA0661
 KA0661.Superseded values are not recommended for survey control.
 KA0661
 KA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0661.See file dsdata.pdf to determine how the superseded data were derived.
 KA0661
 KA0661_MARKER: DB = BENCH MARK DISK
 KA0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0661_SP_SET: PIER
 KA0661_STAMPING: Q 121 1946
 KA0661_MARK LOGO: CGS
 KA0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0661
 KA0661  HISTORY     - Date     Condition        Report By
 KA0661  HISTORY     - 1946     MONUMENTED       CGS
 KA0661  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0661
 KA0661                          STATION DESCRIPTION
 KA0661
 KA0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0661'1.5 MI SW FROM FILLMORE.
 KA0661'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 1.5 MILE SOUTHWEST OF
 KA0661'THE STATION AT FILLMORE, AT A CONCRETE OVERPASS OF A NORTH-SOUTH
 KA0661'GRAVEL ROAD, 0.1 MILE SOUTHWEST OF MILE POST 34, SET IN THE TOP
 KA0661'OF THE FOUNDATION OF THE EAST COLUMN OF THE SECOND CONCRETE PIER
 KA0661'SOUTH OF THE TRACKS, 25.5 FEET SOUTH OF THE SOUTH RAIL OF THE EAST
 KA0661'BOUND TRACK, ON THE NORTH SIDE OF THE FOUNDATION AND ABOUT 2 FEET
 KA0661'ABOVE TRACK LEVEL.  A STANDARD DISK, STAMPED Q 121 1946.
 KA0661
 KA0661                          STATION RECOVERY (1985)
 KA0661
 KA0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1112 ***********************************************************************
 LB1112  DESIGNATION -  Q 123
 LB1112  PID         -  LB1112
 LB1112  STATE/COUNTY-  IN/WHITE
 LB1112  COUNTRY     -  US
 LB1112  USGS QUAD   -  BROOKSTON SW (2019)
 LB1112
 LB1112                         *CURRENT SURVEY CONTROL
 LB1112  ______________________________________________________________________
 LB1112* NAD 83(1997) POSITION- 40 36 18.03369(N) 086 55 33.33808(W)   ADJUSTED
 LB1112* NAVD 88 ORTHO HEIGHT -   216.132 (meters)      709.09  (feet) ADJUSTED
 LB1112  ______________________________________________________________________
 LB1112  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 LB1112  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 LB1112  DYNAMIC HEIGHT  -        216.028 (meters)      708.75  (feet) COMP
 LB1112  MODELED GRAVITY -    980,141.1   (mgal)                       NAVD 88
 LB1112
 LB1112  HORZ ORDER      -  SECOND
 LB1112  VERT ORDER      -  SECOND    CLASS 0
 LB1112
 LB1112.The horizontal coordinates were established by classical geodetic methods
 LB1112.and adjusted by the National Geodetic Survey in May 1999.
 LB1112
 LB1112.The orthometric height was determined by differential leveling and
 LB1112.adjusted by the NATIONAL GEODETIC SURVEY
 LB1112.in June 1991.
 LB1112
 LB1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1112.GEOID18 height accuracy estimate available here.
 LB1112
 LB1112.Click photographs - Photos may exist for this station.
 LB1112
 LB1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1112
 LB1112.The dynamic height is computed by dividing the NAVD 88
 LB1112.geopotential number by the normal gravity value computed on the
 LB1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1112.degrees latitude (g = 980.6199 gals.).
 LB1112
 LB1112.The modeled gravity was interpolated from observed gravity values.
 LB1112
 LB1112. The following values were computed from the NAD 83(1997) position.
 LB1112
 LB1112;                    North         East     Units Scale Factor Converg.
 LB1112;SPC IN W     -   594,707.821   913,321.693   MT  0.99996885   +0 06 08.8
 LB1112;SPC IN W     - 1,951,137.24  2,996,456.25   sFT  0.99996885   +0 06 08.8
 LB1112;UTM  16      - 4,494,913.496   506,266.673   MT  0.99960048   +0 02 53.6
 LB1112
 LB1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1112!SPC IN W     -   0.99997139  x   0.99996885  =   0.99994024
 LB1112!UTM  16      -   0.99997139  x   0.99960048  =   0.99957188
 LB1112
 LB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0626694913(NAD 83)
 LB1112
 LB1112                          SUPERSEDED SURVEY CONTROL
 LB1112
 LB1112  NAD 83(1986)-  40 36 18.04007(N)    086 55 33.34849(W) AD(       ) 2
 LB1112  NAD 27      -  40 36 17.90560(N)    086 55 33.28140(W) AD(       ) 2
 LB1112  NGVD 29 (??/??/92)  216.223  (m)          709.39   (f) ADJ UNCH    2 0
 LB1112  NGVD 29             216.22   (m)          709.4    (f) LEVELING    3  
 LB1112
 LB1112.Superseded values are not recommended for survey control.
 LB1112
 LB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1112.See file dsdata.pdf to determine how the superseded data were derived.
 LB1112
 LB1112_MARKER: DB = BENCH MARK DISK
 LB1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1112_STAMPING: Q 123 1946
 LB1112_MARK LOGO: CGS
 LB1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1112+STABILITY: SURFACE MOTION
 LB1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1112+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 LB1112
 LB1112  HISTORY     - Date     Condition        Report By
 LB1112  HISTORY     - 1946     MONUMENTED       CGS
 LB1112  HISTORY     - 1948     GOOD             CGS
 LB1112  HISTORY     - 20080421 GOOD             FARNGP
 LB1112
 LB1112                          STATION DESCRIPTION
 LB1112
 LB1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1112'3.3 MI W FROM BROOKSTON.
 LB1112'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1112'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, AT
 LB1112'THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, AT THE SOUTHEAST
 LB1112'CORNER OF THE YARD OF A 2-STORY WHITE FARM HOUSE, 56 FEET
 LB1112'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 40 FEET NORTH
 LB1112'OF THE CENTER LINE OF THE DRIVEWAY, 28 FEET WEST OF THE CENTER
 LB1112'LINE OF THE GRAVEL ROAD, 2 FEET EAST OF A HEDGE ROW, 2 FEET
 LB1112'WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AND ABOUT 2 FEET LOWER
 LB1112'THAN THE CENTER OF THE INTERSECTION.  A STANDARD DISK, STAMPED
 LB1112'Q 123 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1112'INCHES ABOVE GROUND.
 LB1112
 LB1112                          STATION RECOVERY (1948)
 LB1112
 LB1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB1112'THIS IS A TRAVERSE STATION.
 LB1112'
 LB1112'STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 18 AND A
 LB1112'CROSS GRAVEL ROAD ABOUT 3 MILES WEST OF BROOKSTON AND 2-1/2 MILES
 LB1112'NORTHEAST OF BADGER GROVE.  IT IS 41 FEET NORTH OF CENTER OF HIGHWAY
 LB1112'18, 28 FEET WEST OF CENTER OF GRAVEL ROAD AND 5 FEET NORTH OF A
 LB1112'POWER POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS
 LB1112'ABOUT 6 INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED
 LB1112'Q 123 1946.
 LB1112'
 LB1112'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BADGER.
 LB1112'THE DISTANCE WAS 133.33 FEET, (40.639 METERS).
 LB1112'
 LB1112'TO REACH STATION BADGER FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 LB1112'43 IN BROOKSTON, GO NORTH ON HIGHWAYS 18 AND 43 FOR 0.15 MILE TO
 LB1112'WHERE HIGHWAY 18 TURNS LEFT, TURN LEFT AND WEST ON HIGHWAY 18 FOR 3.1
 LB1112'MILES TO STATION IN NORTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 LB1112
 LB1112                          STATION RECOVERY (2008)
 LB1112
 LB1112'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1112'NOT SUITABLE FOR SATELLITE OBSERVATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1217 ***********************************************************************
 LB1217  DESIGNATION -  Q 124
 LB1217  PID         -  LB1217
 LB1217  STATE/COUNTY-  IN/BENTON
 LB1217  COUNTRY     -  US
 LB1217  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1217
 LB1217                         *CURRENT SURVEY CONTROL
 LB1217  ______________________________________________________________________
 LB1217* NAD 83(1986) POSITION- 40 38 58.     (N) 087 09 34.     (W)   SCALED
 LB1217* NAVD 88 ORTHO HEIGHT -   226.172 (meters)      742.03  (feet) ADJUSTED
 LB1217  ______________________________________________________________________
 LB1217  GEOID HEIGHT    -        -33.500 (meters)                     GEOID18
 LB1217  DYNAMIC HEIGHT  -        226.064 (meters)      741.68  (feet) COMP
 LB1217  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 LB1217
 LB1217  VERT ORDER      -  SECOND    CLASS 0
 LB1217
 LB1217.The horizontal coordinates were scaled from a map and have
 LB1217.an estimated accuracy of +/- 6 seconds.
 LB1217
 LB1217.The orthometric height was determined by differential leveling and
 LB1217.adjusted by the NATIONAL GEODETIC SURVEY
 LB1217.in June 1991.
 LB1217
 LB1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1217.GEOID18 height accuracy estimate available here.
 LB1217
 LB1217.Click photographs - Photos may exist for this station.
 LB1217
 LB1217.The dynamic height is computed by dividing the NAVD 88
 LB1217.geopotential number by the normal gravity value computed on the
 LB1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1217.degrees latitude (g = 980.6199 gals.).
 LB1217
 LB1217.The modeled gravity was interpolated from observed gravity values.
 LB1217
 LB1217;                    North         East    Units  Estimated Accuracy
 LB1217;SPC IN W     -   599,630.      893,560.      MT  (+/- 180 meters Scaled)
 LB1217
 LB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK865998(NAD 83)
 LB1217
 LB1217                          SUPERSEDED SURVEY CONTROL
 LB1217
 LB1217  NGVD 29 (??/??/92)  226.244  (m)          742.27   (f) ADJ UNCH    2 0
 LB1217
 LB1217.Superseded values are not recommended for survey control.
 LB1217
 LB1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1217.See file dsdata.pdf to determine how the superseded data were derived.
 LB1217
 LB1217_MARKER: DB = BENCH MARK DISK
 LB1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1217_STAMPING: Q 124 1946
 LB1217_MARK LOGO: CGS
 LB1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1217+STABILITY: SURFACE MOTION
 LB1217
 LB1217  HISTORY     - Date     Condition        Report By
 LB1217  HISTORY     - 1946     MONUMENTED       CGS
 LB1217
 LB1217                          STATION DESCRIPTION
 LB1217
 LB1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1217'3.4 MI S FROM GILBOA SCHOOL.
 LB1217'ABOUT 3.1 MILES SOUTH ALONG A GRAVEL ROAD FROM GILBOA TOWNSHIP
 LB1217'SCHOOL, THENCE 0.3 MILE WEST ALONG AN EAST-WEST GRAVEL ROAD,
 LB1217'ABOUT 0.3 MILE EAST OF GILBOA UNITED BRETHEREN CHURCH, AT THE
 LB1217'JUNCTION WITH A ROAD LEADING SOUTH, 20 FEET NORTH OF THE CENTER
 LB1217'LINE OF THE EAST-WEST ROAD, ON THE NORTH SIDE OF THE T JUNCTION
 LB1217'AND ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF THE ROAD
 LB1217'LEADING SOUTH, 4.4 FEET EAST OF REA POWER POLE NUMBER Z/202,
 LB1217'0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 2 FEET
 LB1217'WEST OF A T JUNCTION SIGN POST, 2 FEET WEST OF A WHITE WOODEN
 LB1217'WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE JUNCTION.
 LB1217'STAMPED Q 124 1946.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 LB1217'COUNTY COURT HOUSE AT FOWLER BY GOING 8.25 MILES EAST ALONG STATE
 LB1217'HIGHWAY 18, THENCE 3.2 MILES NORTH ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1181 ***********************************************************************
 LB1181  DESIGNATION -  Q 125
 LB1181  PID         -  LB1181
 LB1181  STATE/COUNTY-  IN/WHITE
 LB1181  COUNTRY     -  US
 LB1181  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1181
 LB1181                         *CURRENT SURVEY CONTROL
 LB1181  ______________________________________________________________________
 LB1181* NAD 83(1986) POSITION- 40 41 05.     (N) 086 52 16.     (W)   SCALED
 LB1181* NAVD 88 ORTHO HEIGHT -   212.085 (meters)      695.82  (feet) ADJUSTED
 LB1181  ______________________________________________________________________
 LB1181  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 LB1181  DYNAMIC HEIGHT  -        211.985 (meters)      695.49  (feet) COMP
 LB1181  MODELED GRAVITY -    980,150.5   (mgal)                       NAVD 88
 LB1181
 LB1181  VERT ORDER      -  SECOND    CLASS 0
 LB1181
 LB1181.The horizontal coordinates were scaled from a map and have
 LB1181.an estimated accuracy of +/- 6 seconds.
 LB1181
 LB1181.The orthometric height was determined by differential leveling and
 LB1181.adjusted by the NATIONAL GEODETIC SURVEY
 LB1181.in June 1991.
 LB1181
 LB1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1181.GEOID18 height accuracy estimate available here.
 LB1181
 LB1181.Click photographs - Photos may exist for this station.
 LB1181
 LB1181.The dynamic height is computed by dividing the NAVD 88
 LB1181.geopotential number by the normal gravity value computed on the
 LB1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1181.degrees latitude (g = 980.6199 gals.).
 LB1181
 LB1181.The modeled gravity was interpolated from observed gravity values.
 LB1181
 LB1181;                    North         East    Units  Estimated Accuracy
 LB1181;SPC IN W     -   603,570.      917,940.      MT  (+/- 180 meters Scaled)
 LB1181
 LB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL108037(NAD 83)
 LB1181
 LB1181                          SUPERSEDED SURVEY CONTROL
 LB1181
 LB1181  NGVD 29 (??/??/92)  212.180  (m)          696.13   (f) ADJ UNCH    2 0
 LB1181
 LB1181.Superseded values are not recommended for survey control.
 LB1181
 LB1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1181.See file dsdata.pdf to determine how the superseded data were derived.
 LB1181
 LB1181_MARKER: DB = BENCH MARK DISK
 LB1181_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1181_SP_SET: FENCE POST
 LB1181_STAMPING: Q 125 1946
 LB1181_MARK LOGO: CGS
 LB1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1181
 LB1181  HISTORY     - Date     Condition        Report By
 LB1181  HISTORY     - 1946     MONUMENTED       CGS
 LB1181  HISTORY     - 20080220 POOR             ACCU
 LB1181
 LB1181                          STATION DESCRIPTION
 LB1181
 LB1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1181'1.6 MI N FROM CHALMERS.
 LB1181'1.55 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1181'RAILWAY AND STATE HIGHWAY 43 FROM THE RAILWAY STATION AT CHALMERS,
 LB1181'0.45 MILE SOUTH OF MILE POST 100, AT A T FENCE CORNER ON THE WEST
 LB1181'SIDE OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE OF AN 18-INCH
 LB1181'CONCRETE CORNER FENCE POST AT THE SOUTH SIDE OF A GATE, 30 FEET
 LB1181'WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF A
 LB1181'TELEPHONE POLE, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK,
 LB1181'STAMPED Q 125 1946.  THIS MARK IS ABOUT 2.3 MILES SOUTH OF THE
 LB1181'GRAIN ELEVATOR AT SMITHSON.
 LB1181
 LB1181                          STATION RECOVERY (2008)
 LB1181
 LB1181'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1181'FENCE POST HAS BEEN BROKE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1063 ***********************************************************************
 LB1063  DESIGNATION -  Q 126
 LB1063  PID         -  LB1063
 LB1063  STATE/COUNTY-  IN/WHITE
 LB1063  COUNTRY     -  US
 LB1063  USGS QUAD   -  IDAVILLE (2019)
 LB1063
 LB1063                         *CURRENT SURVEY CONTROL
 LB1063  ______________________________________________________________________
 LB1063* NAD 83(1986) POSITION- 40 52 07.     (N) 086 39 26.     (W)   SCALED
 LB1063* NAVD 88 ORTHO HEIGHT -   212.270 (meters)      696.42  (feet) ADJUSTED
 LB1063  ______________________________________________________________________
 LB1063  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 LB1063  DYNAMIC HEIGHT  -        212.175 (meters)      696.11  (feet) COMP
 LB1063  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LB1063
 LB1063  VERT ORDER      -  SECOND    CLASS 0
 LB1063
 LB1063.The horizontal coordinates were scaled from a map and have
 LB1063.an estimated accuracy of +/- 6 seconds.
 LB1063
 LB1063.The orthometric height was determined by differential leveling and
 LB1063.adjusted by the NATIONAL GEODETIC SURVEY
 LB1063.in June 1991.
 LB1063
 LB1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1063.GEOID18 height accuracy estimate available here.
 LB1063
 LB1063.Click photographs - Photos may exist for this station.
 LB1063
 LB1063.The dynamic height is computed by dividing the NAVD 88
 LB1063.geopotential number by the normal gravity value computed on the
 LB1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1063.degrees latitude (g = 980.6199 gals.).
 LB1063
 LB1063.The modeled gravity was interpolated from observed gravity values.
 LB1063
 LB1063;                    North         East    Units  Estimated Accuracy
 LB1063;SPC IN W     -   624,060.      935,920.      MT  (+/- 180 meters Scaled)
 LB1063
 LB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL288242(NAD 83)
 LB1063
 LB1063                          SUPERSEDED SURVEY CONTROL
 LB1063
 LB1063  NGVD 29 (??/??/92)  212.377  (m)          696.77   (f) ADJ UNCH    2 0
 LB1063
 LB1063.Superseded values are not recommended for survey control.
 LB1063
 LB1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1063.See file dsdata.pdf to determine how the superseded data were derived.
 LB1063
 LB1063_MARKER: DB = BENCH MARK DISK
 LB1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1063_STAMPING: Q 126 1946
 LB1063_MARK LOGO: CGS
 LB1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1063+STABILITY: SURFACE MOTION
 LB1063
 LB1063  HISTORY     - Date     Condition        Report By
 LB1063  HISTORY     - 1946     MONUMENTED       CGS
 LB1063
 LB1063                          STATION DESCRIPTION
 LB1063
 LB1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1063'5.8 MI E FROM BUFFALO.
 LB1063'ABOUT 5.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1063'BUILDING AT BUFFALO, 1.0 MILE SOUTH OF THE JUNCTION WITH STATE
 LB1063'HIGHWAY 119, AT A RIGHT-ANGLE TURN IN THE HIGHWAY HAVING TANGENTS
 LB1063'EXTENDING NORTH AND EAST AND THE JUNCTION WITH GRAVEL ROADS
 LB1063'LEADING SOUTH AND WEST, IN THE SOUTHEAST QUARTER OF THE CROSS
 LB1063'ROAD, 110 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD
 LB1063'LEADING SOUTH, 88 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 LB1063'THE SOUTHEAST CORNER OF A 2-STORY IMATATION BRICK HOUSE, 40
 LB1063'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF
 LB1063'REA POWER POLE NUMBER 15-D-15, 1 FOOT NORTH OF A FENCE LINE,
 LB1063'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LB1063'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1119 ***********************************************************************
 LB1119  DESIGNATION -  Q 127
 LB1119  PID         -  LB1119
 LB1119  STATE/COUNTY-  IN/WHITE
 LB1119  COUNTRY     -  US
 LB1119  USGS QUAD   -  IDAVILLE (2019)
 LB1119
 LB1119                         *CURRENT SURVEY CONTROL
 LB1119  ______________________________________________________________________
 LB1119* NAD 83(1986) POSITION- 40 46 51.     (N) 086 44 43.     (W)   SCALED
 LB1119* NAVD 88 ORTHO HEIGHT -   198.478 (meters)      651.17  (feet) ADJUSTED
 LB1119  ______________________________________________________________________
 LB1119  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 LB1119  DYNAMIC HEIGHT  -        198.387 (meters)      650.87  (feet) COMP
 LB1119  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 LB1119
 LB1119  VERT ORDER      -  SECOND    CLASS 0
 LB1119
 LB1119.The horizontal coordinates were scaled from a map and have
 LB1119.an estimated accuracy of +/- 6 seconds.
 LB1119
 LB1119.The orthometric height was determined by differential leveling and
 LB1119.adjusted by the NATIONAL GEODETIC SURVEY
 LB1119.in June 1991.
 LB1119
 LB1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1119.GEOID18 height accuracy estimate available here.
 LB1119
 LB1119.Click photographs - Photos may exist for this station.
 LB1119
 LB1119.The dynamic height is computed by dividing the NAVD 88
 LB1119.geopotential number by the normal gravity value computed on the
 LB1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1119.degrees latitude (g = 980.6199 gals.).
 LB1119
 LB1119.The modeled gravity was interpolated from observed gravity values.
 LB1119
 LB1119;                    North         East    Units  Estimated Accuracy
 LB1119;SPC IN W     -   614,280.      928,540.      MT  (+/- 180 meters Scaled)
 LB1119
 LB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214144(NAD 83)
 LB1119
 LB1119                          SUPERSEDED SURVEY CONTROL
 LB1119
 LB1119  NGVD 29 (??/??/92)  198.592  (m)          651.55   (f) ADJ UNCH    2 0
 LB1119
 LB1119.Superseded values are not recommended for survey control.
 LB1119
 LB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1119.See file dsdata.pdf to determine how the superseded data were derived.
 LB1119
 LB1119_MARKER: DB = BENCH MARK DISK
 LB1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1119_SP_SET: BRIDGE WINGWALL
 LB1119_STAMPING: Q 127 1946
 LB1119_MARK LOGO: CGS
 LB1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1119
 LB1119  HISTORY     - Date     Condition        Report By
 LB1119  HISTORY     - 1946     MONUMENTED       CGS
 LB1119
 LB1119                          STATION DESCRIPTION
 LB1119
 LB1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1119'3 MI N FROM MONTICELLO.
 LB1119'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1119'COURT HOUSE AT MONTICELLO, ABOUT 300 FEET SOUTH OF THE JUNCTION
 LB1119'WITH A GRAVEL ROAD LEADING WEST, SET IN THE TOP OF THE SOUTHWEST
 LB1119'WINGWALL OF A 30-FOOT CONCRETE BRIDGE NUMBER 39-F-2.02 OVER PIKE
 LB1119'CREEK, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 LB1119'WEST OF THE CONCRETE GUARD RAIL, ABOUT 0.5 FOOT ABOVE THE LEVEL
 LB1119'OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0236 ***********************************************************************
 LB0236  DESIGNATION -  Q 128
 LB0236  PID         -  LB0236
 LB0236  STATE/COUNTY-  IN/CASS
 LB0236  COUNTRY     -  US
 LB0236  USGS QUAD   -  LUCERNE (2019)
 LB0236
 LB0236                         *CURRENT SURVEY CONTROL
 LB0236  ______________________________________________________________________
 LB0236* NAD 83(1986) POSITION- 40 45 51.91   (N) 086 29 13.87   (W)   HD_HELD1
 LB0236* NAVD 88 ORTHO HEIGHT -   210.423 (meters)      690.36  (feet) ADJUSTED
 LB0236  ______________________________________________________________________
 LB0236  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 LB0236  DYNAMIC HEIGHT  -        210.325 (meters)      690.04  (feet) COMP
 LB0236  MODELED GRAVITY -    980,152.6   (mgal)                       NAVD 88
 LB0236
 LB0236  VERT ORDER      -  SECOND    CLASS 0
 LB0236
 LB0236.The horizontal coordinates were determined by differentially corrected
 LB0236.hand held GPS observations or other comparable positioning techniques
 LB0236.and have an estimated accuracy of +/- 3 meters.
 LB0236
 LB0236.The orthometric height was determined by differential leveling and
 LB0236.adjusted by the NATIONAL GEODETIC SURVEY
 LB0236.in June 1991.
 LB0236
 LB0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0236.GEOID18 height accuracy estimate available here.
 LB0236
 LB0236.Click photographs - Photos may exist for this station.
 LB0236
 LB0236.The dynamic height is computed by dividing the NAVD 88
 LB0236.geopotential number by the normal gravity value computed on the
 LB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0236.degrees latitude (g = 980.6199 gals.).
 LB0236
 LB0236.The modeled gravity was interpolated from observed gravity values.
 LB0236
 LB0236;                    North         East    Units  Estimated Accuracy
 LB0236;SPC IN E     -   612,721.4      30,722.2     MT  (+/- 3 meters HH1 GPS) 
 LB0236
 LB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4328112732(NAD 83)
 LB0236
 LB0236                          SUPERSEDED SURVEY CONTROL
 LB0236
 LB0236  NGVD 29 (??/??/92)  210.535  (m)          690.73   (f) ADJ UNCH    2 0
 LB0236
 LB0236.Superseded values are not recommended for survey control.
 LB0236
 LB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0236.See file dsdata.pdf to determine how the superseded data were derived.
 LB0236
 LB0236_MARKER: DB = BENCH MARK DISK
 LB0236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB0236_SP_SET: BRIDGE ABUTMENT
 LB0236_STAMPING: Q 128 1946
 LB0236_MARK LOGO: CGS
 LB0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0236
 LB0236  HISTORY     - Date     Condition        Report By
 LB0236  HISTORY     - 1946     MONUMENTED       CGS
 LB0236  HISTORY     - 1969     GOOD             BRADY
 LB0236  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0236
 LB0236                          STATION DESCRIPTION
 LB0236
 LB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0236'2 MI E FROM LAKE CICOTT.
 LB0236'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE
 LB0236'AT LAKE CICOTT, AT THE INTERSECTION WITH A NORTH-SOUTH GRAVEL
 LB0236'ROAD, IN THE SOUTHWEST QUARTER OF THE INTERSECTION, SET IN THE
 LB0236'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A WOODEN
 LB0236'BRIDGE OVER THE PENNSYLVANIA RAILROAD, 100 FEET SOUTH OF THE
 LB0236'CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTER LINE OF
 LB0236'THE ROAD LEADING SOUTH, ABOUT 2.5 FEET BELOW THE LEVEL OF THE
 LB0236'ROAD.
 LB0236
 LB0236                          STATION RECOVERY (1969)
 LB0236
 LB0236'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0236'RECOVERED IN GOOD CONDITION.
 LB0236
 LB0236                          STATION RECOVERY (2017)
 LB0236
 LB0236'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 LB0236'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1147 ***********************************************************************
 LB1147  DESIGNATION -  Q 129
 LB1147  PID         -  LB1147
 LB1147  STATE/COUNTY-  IN/PULASKI
 LB1147  COUNTRY     -  US
 LB1147  USGS QUAD   -  BUFFALO (2019)
 LB1147
 LB1147                         *CURRENT SURVEY CONTROL
 LB1147  ______________________________________________________________________
 LB1147* NAD 83(1986) POSITION- 40 58 38.     (N) 086 43 39.     (W)   SCALED
 LB1147* NAVD 88 ORTHO HEIGHT -   211.266 (meters)      693.13  (feet) ADJUSTED
 LB1147  ______________________________________________________________________
 LB1147  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 LB1147  DYNAMIC HEIGHT  -        211.174 (meters)      692.83  (feet) COMP
 LB1147  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 LB1147
 LB1147  VERT ORDER      -  SECOND    CLASS 0
 LB1147
 LB1147.The horizontal coordinates were scaled from a map and have
 LB1147.an estimated accuracy of +/- 6 seconds.
 LB1147
 LB1147.The orthometric height was determined by differential leveling and
 LB1147.adjusted by the NATIONAL GEODETIC SURVEY
 LB1147.in June 1991.
 LB1147
 LB1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1147.GEOID18 height accuracy estimate available here.
 LB1147
 LB1147.Click photographs - Photos may exist for this station.
 LB1147
 LB1147.The dynamic height is computed by dividing the NAVD 88
 LB1147.geopotential number by the normal gravity value computed on the
 LB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1147.degrees latitude (g = 980.6199 gals.).
 LB1147
 LB1147.The modeled gravity was interpolated from observed gravity values.
 LB1147
 LB1147;                    North         East    Units  Estimated Accuracy
 LB1147;SPC IN W     -   636,090.      929,950.      MT  (+/- 180 meters Scaled)
 LB1147
 LB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL229362(NAD 83)
 LB1147
 LB1147                          SUPERSEDED SURVEY CONTROL
 LB1147
 LB1147  NGVD 29 (??/??/92)  211.367  (m)          693.46   (f) ADJ UNCH    2 0
 LB1147
 LB1147.Superseded values are not recommended for survey control.
 LB1147
 LB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1147.See file dsdata.pdf to determine how the superseded data were derived.
 LB1147
 LB1147_MARKER: DB = BENCH MARK DISK
 LB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1147_STAMPING: Q 129 1946
 LB1147_MARK LOGO: CGS
 LB1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1147+STABILITY: SURFACE MOTION
 LB1147
 LB1147  HISTORY     - Date     Condition        Report By
 LB1147  HISTORY     - 1946     MONUMENTED       CGS
 LB1147
 LB1147                          STATION DESCRIPTION
 LB1147
 LB1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1147'3.6 MI W FROM PULASKI.
 LB1147'ABOUT 3.65 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1147'AT PULASKI, 0.5 MILE WEST OF A CROSS ROAD, ABOUT 0.35 MILE EAST
 LB1147'OF A BRIDGE OVER STOUT DITCH, AT A T FENCE CORNER ON THE SOUTH
 LB1147'SIDE OF THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LB1147'9 FEET EAST OF THE CENTER LINE OF A DIM FARM ROAD LEADING SOUTH,
 LB1147'19.5 FEET SOUTH OF THE T FENCE CORNER AND THE EAST POST OF A GATE,
 LB1147'1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE, AND SET IN THE TOP
 LB1147'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES AND ABOUT LEVEL
 LB1147'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1157 ***********************************************************************
 LB1157  DESIGNATION -  Q 130
 LB1157  PID         -  LB1157
 LB1157  STATE/COUNTY-  IN/PULASKI
 LB1157  COUNTRY     -  US
 LB1157  USGS QUAD   -  STAR CITY (2019)
 LB1157
 LB1157                         *CURRENT SURVEY CONTROL
 LB1157  ______________________________________________________________________
 LB1157* NAD 83(1986) POSITION- 40 58 22.     (N) 086 33 23.     (W)   SCALED
 LB1157* NAVD 88 ORTHO HEIGHT -   219.132 (meters)      718.94  (feet) ADJUSTED
 LB1157  ______________________________________________________________________
 LB1157  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 LB1157  DYNAMIC HEIGHT  -        219.037 (meters)      718.62  (feet) COMP
 LB1157  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 LB1157
 LB1157  VERT ORDER      -  SECOND    CLASS 0
 LB1157
 LB1157.The horizontal coordinates were scaled from a map and have
 LB1157.an estimated accuracy of +/- 6 seconds.
 LB1157
 LB1157.The orthometric height was determined by differential leveling and
 LB1157.adjusted by the NATIONAL GEODETIC SURVEY
 LB1157.in June 1991.
 LB1157
 LB1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1157.GEOID18 height accuracy estimate available here.
 LB1157
 LB1157.Click photographs - Photos may exist for this station.
 LB1157
 LB1157.The dynamic height is computed by dividing the NAVD 88
 LB1157.geopotential number by the normal gravity value computed on the
 LB1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1157.degrees latitude (g = 980.6199 gals.).
 LB1157
 LB1157.The modeled gravity was interpolated from observed gravity values.
 LB1157
 LB1157;                    North         East    Units  Estimated Accuracy
 LB1157;SPC IN W     -   635,670.      944,350.      MT  (+/- 180 meters Scaled)
 LB1157
 LB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL373358(NAD 83)
 LB1157
 LB1157                          SUPERSEDED SURVEY CONTROL
 LB1157
 LB1157  NGVD 29 (??/??/92)  219.244  (m)          719.30   (f) ADJ UNCH    2 0
 LB1157
 LB1157.Superseded values are not recommended for survey control.
 LB1157
 LB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1157.See file dsdata.pdf to determine how the superseded data were derived.
 LB1157
 LB1157_MARKER: DB = BENCH MARK DISK
 LB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1157_STAMPING: Q 130 1946
 LB1157_MARK LOGO: CGS
 LB1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1157+STABILITY: SURFACE MOTION
 LB1157
 LB1157  HISTORY     - Date     Condition        Report By
 LB1157  HISTORY     - 1946     MONUMENTED       CGS
 LB1157  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB1157
 LB1157                          STATION DESCRIPTION
 LB1157
 LB1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1157'AT STAR CITY.
 LB1157'AT STAR CITY, 51 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LB1157'PENNSYLVANIA RAILROAD STATION, 37 FEET EAST OF A PAVED STREET
 LB1157'LEADING NORTH ALONG THE WEST SIDE OF THE STATION, 36 FEET NORTH
 LB1157'OF THE CENTER LINE OF AN EAST-WEST PAVED STREET, 18.7 FEET WEST
 LB1157'OF THE WEST RAIL OF THE SOUTH BOUND TRACK, 2 FEET EAST OF A WHITE
 LB1157'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN
 LB1157'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB1157
 LB1157                          STATION RECOVERY (1989)
 LB1157
 LB1157'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB1157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0729 ***********************************************************************
 ME0729  DESIGNATION -  Q 131
 ME0729  PID         -  ME0729
 ME0729  STATE/COUNTY-  IN/PULASKI
 ME0729  COUNTRY     -  US
 ME0729  USGS QUAD   -  WINAMAC (2019)
 ME0729
 ME0729                         *CURRENT SURVEY CONTROL
 ME0729  ______________________________________________________________________
 ME0729* NAD 83(1986) POSITION- 41 05 03.     (N) 086 36 13.     (W)   SCALED
 ME0729* NAVD 88 ORTHO HEIGHT -   214.083 (meters)      702.37  (feet) ADJUSTED
 ME0729  ______________________________________________________________________
 ME0729  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME0729  DYNAMIC HEIGHT  -        213.992 (meters)      702.07  (feet) COMP
 ME0729  MODELED GRAVITY -    980,194.5   (mgal)                       NAVD 88
 ME0729
 ME0729  VERT ORDER      -  SECOND    CLASS 0
 ME0729
 ME0729.The horizontal coordinates were scaled from a map and have
 ME0729.an estimated accuracy of +/- 6 seconds.
 ME0729
 ME0729.The orthometric height was determined by differential leveling and
 ME0729.adjusted by the NATIONAL GEODETIC SURVEY
 ME0729.in June 1991.
 ME0729
 ME0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0729.GEOID18 height accuracy estimate available here.
 ME0729
 ME0729.Click photographs - Photos may exist for this station.
 ME0729
 ME0729.The dynamic height is computed by dividing the NAVD 88
 ME0729.geopotential number by the normal gravity value computed on the
 ME0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0729.degrees latitude (g = 980.6199 gals.).
 ME0729
 ME0729.The modeled gravity was interpolated from observed gravity values.
 ME0729
 ME0729;                    North         East    Units  Estimated Accuracy
 ME0729;SPC IN W     -   648,020.      940,310.      MT  (+/- 180 meters Scaled)
 ME0729
 ME0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL332481(NAD 83)
 ME0729
 ME0729                          SUPERSEDED SURVEY CONTROL
 ME0729
 ME0729  NGVD 29 (??/??/92)  214.20   (m)          702.8    (f) COMPUTED    2 0
 ME0729
 ME0729.Superseded values are not recommended for survey control.
 ME0729
 ME0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0729.See file dsdata.pdf to determine how the superseded data were derived.
 ME0729
 ME0729_MARKER: DB = BENCH MARK DISK
 ME0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0729_STAMPING: Q 131 1946
 ME0729_MARK LOGO: CGS
 ME0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0729+STABILITY: SURFACE MOTION
 ME0729
 ME0729  HISTORY     - Date     Condition        Report By
 ME0729  HISTORY     - 1946     MONUMENTED       CGS
 ME0729  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0729
 ME0729                          STATION DESCRIPTION
 ME0729
 ME0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0729'2.4 MI N FROM WINAMAC.
 ME0729'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE
 ME0729'AT WINAMAC, AT THE JUNCTION WITH A GRAVEL ROAD LEADING WEST, 50
 ME0729'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTH OF THE
 ME0729'CENTER LINE OF THE GRAVEL ROAD, 31 FEET SOUTH OF A 4-INCH WALNUT
 ME0729'TREE, 56 FEET NORTHWEST OF A 4-INCH ELM TREE, 1 FOOT EAST OF A
 ME0729'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0729'1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0729'POST PROJECTING ABOUT 6 INCHES.
 ME0729
 ME0729                          STATION RECOVERY (1969)
 ME0729
 ME0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0642 ***********************************************************************
 ME0642  DESIGNATION -  Q 132
 ME0642  PID         -  ME0642
 ME0642  STATE/COUNTY-  IN/STARKE
 ME0642  COUNTRY     -  US
 ME0642  USGS QUAD   -  DENHAM (2019)
 ME0642
 ME0642                         *CURRENT SURVEY CONTROL
 ME0642  ______________________________________________________________________
 ME0642* NAD 83(1986) POSITION- 41 12 54.     (N) 086 40 44.     (W)   SCALED
 ME0642* NAVD 88 ORTHO HEIGHT -   215.010 (meters)      705.41  (feet) ADJUSTED
 ME0642  ______________________________________________________________________
 ME0642  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 ME0642  DYNAMIC HEIGHT  -        214.919 (meters)      705.11  (feet) COMP
 ME0642  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME0642
 ME0642  VERT ORDER      -  SECOND    CLASS 0
 ME0642
 ME0642.The horizontal coordinates were scaled from a map and have
 ME0642.an estimated accuracy of +/- 6 seconds.
 ME0642
 ME0642.The orthometric height was determined by differential leveling and
 ME0642.adjusted by the NATIONAL GEODETIC SURVEY
 ME0642.in June 1991.
 ME0642
 ME0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0642.GEOID18 height accuracy estimate available here.
 ME0642
 ME0642.Click photographs - Photos may exist for this station.
 ME0642
 ME0642.The dynamic height is computed by dividing the NAVD 88
 ME0642.geopotential number by the normal gravity value computed on the
 ME0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0642.degrees latitude (g = 980.6199 gals.).
 ME0642
 ME0642.The modeled gravity was interpolated from observed gravity values.
 ME0642
 ME0642;                    North         East    Units  Estimated Accuracy
 ME0642;SPC IN W     -   662,510.      933,920.      MT  (+/- 180 meters Scaled)
 ME0642
 ME0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269626(NAD 83)
 ME0642
 ME0642                          SUPERSEDED SURVEY CONTROL
 ME0642
 ME0642  NGVD 29 (??/??/92)  215.116  (m)          705.76   (f) ADJ UNCH    2 0
 ME0642
 ME0642.Superseded values are not recommended for survey control.
 ME0642
 ME0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0642.See file dsdata.pdf to determine how the superseded data were derived.
 ME0642
 ME0642_MARKER: DB = BENCH MARK DISK
 ME0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0642_STAMPING: Q 132 1946
 ME0642_MARK LOGO: CGS
 ME0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0642+STABILITY: SURFACE MOTION
 ME0642
 ME0642  HISTORY     - Date     Condition        Report By
 ME0642  HISTORY     - 1946     MONUMENTED       CGS
 ME0642  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0642  HISTORY     - 20111221 MARK NOT FOUND   INDOT
 ME0642
 ME0642                          STATION DESCRIPTION
 ME0642
 ME0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0642'5 MI E FROM NORTH JUDSON.
 ME0642'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MASONIC
 ME0642'TEMPLE AT NORTH JUDSON, AT THE INTERSECTION WITH A NORTH-SOUTH
 ME0642'PAVED ROAD, IN THE NORTHWEST QUARTER OF THE INTERSECTION, ABOUT
 ME0642'40 YARDS WEST AND ACROSS THE NORTH-SOUTH ROAD FROM WHITE FRONT
 ME0642'GENERAL STORE, 131 FEET EAST OF POWER POLE NUMBER 277-210, 90
 ME0642'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 41 FEET
 ME0642'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE
 ME0642'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 ME0642'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK IS
 ME0642'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 ME0642'U.S. HIGHWAY 35 AT BASS LAKE.
 ME0642
 ME0642                          STATION RECOVERY (1989)
 ME0642
 ME0642'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 ME0642'MARK NOT FOUND.
 ME0642
 ME0642                          STATION RECOVERY (2011)
 ME0642
 ME0642'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0642'LOCATION OF BENCH MARK FALLS IN A CULTIVATED FIELD. MOST LIKELY HAS
 ME0642'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0633 ***********************************************************************
 ME0633  DESIGNATION -  Q 133
 ME0633  PID         -  ME0633
 ME0633  STATE/COUNTY-  IN/STARKE
 ME0633  COUNTRY     -  US
 ME0633  USGS QUAD   -  KNOX EAST (2019)
 ME0633
 ME0633                         *CURRENT SURVEY CONTROL
 ME0633  ______________________________________________________________________
 ME0633* NAD 83(1986) POSITION- 41 17 55.     (N) 086 31 28.     (W)   SCALED
 ME0633* NAVD 88 ORTHO HEIGHT -   220.290 (meters)      722.73  (feet) ADJUSTED
 ME0633  ______________________________________________________________________
 ME0633  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 ME0633  DYNAMIC HEIGHT  -        220.199 (meters)      722.44  (feet) COMP
 ME0633  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 ME0633
 ME0633  VERT ORDER      -  SECOND    CLASS 0
 ME0633
 ME0633.The horizontal coordinates were scaled from a map and have
 ME0633.an estimated accuracy of +/- 6 seconds.
 ME0633
 ME0633.The orthometric height was determined by differential leveling and
 ME0633.adjusted by the NATIONAL GEODETIC SURVEY
 ME0633.in June 1991.
 ME0633
 ME0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0633.GEOID18 height accuracy estimate available here.
 ME0633
 ME0633.Click photographs - Photos may exist for this station.
 ME0633
 ME0633.The dynamic height is computed by dividing the NAVD 88
 ME0633.geopotential number by the normal gravity value computed on the
 ME0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0633.degrees latitude (g = 980.6199 gals.).
 ME0633
 ME0633.The modeled gravity was interpolated from observed gravity values.
 ME0633
 ME0633;                    North         East    Units  Estimated Accuracy
 ME0633;SPC IN W     -   671,870.      946,810.      MT  (+/- 180 meters Scaled)
 ME0633
 ME0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398720(NAD 83)
 ME0633
 ME0633                          SUPERSEDED SURVEY CONTROL
 ME0633
 ME0633  NGVD 29 (??/??/92)  220.417  (m)          723.15   (f) ADJ UNCH    2 0
 ME0633
 ME0633.Superseded values are not recommended for survey control.
 ME0633
 ME0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0633.See file dsdata.pdf to determine how the superseded data were derived.
 ME0633
 ME0633_MARKER: DB = BENCH MARK DISK
 ME0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0633_STAMPING: Q 133 1946
 ME0633_MARK LOGO: CGS
 ME0633_PROJECTION: FLUSH
 ME0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0633+STABILITY: SURFACE MOTION
 ME0633
 ME0633  HISTORY     - Date     Condition        Report By
 ME0633  HISTORY     - 1946     MONUMENTED       CGS
 ME0633  HISTORY     - 1988     GOOD             USPSQD
 ME0633  HISTORY     - 1989     GOOD             USPSQD
 ME0633  HISTORY     - 20110624 GOOD             GEOCAC
 ME0633  HISTORY     - 20220727 GOOD             INDOT
 ME0633
 ME0633                          STATION DESCRIPTION
 ME0633
 ME0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0633'1.8 MI N FROM OBER.
 ME0633'ABOUT 1.85 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL
 ME0633'BUILDING AT OBER, 0.25 MILE NORTH OF AN EAST-WEST CROSS ROAD, 0.2
 ME0633'MILE SOUTH OF A BRICK SCHOOL, 68 FEET NORTHWEST END ACROSS THE
 ME0633'ROAD FROM A TELEPHONE POLE, 27 FEET WEST OF THE CENTER LINE OF
 ME0633'THE ROAD, 39 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY TREE IN A
 ME0633'GROVE OF LARGE OAK TREES IN A YARD AT A FARM HOUSE, 29 FEET
 ME0633'SOUTH OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 1 FOOT EAST
 ME0633'OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 ME0633'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0633
 ME0633                          STATION RECOVERY (1988)
 ME0633
 ME0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0633'RECOVERED IN GOOD CONDITION.
 ME0633
 ME0633                          STATION RECOVERY (1989)
 ME0633
 ME0633'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGP)
 ME0633'RECOVERED IN GOOD CONDITION.
 ME0633
 ME0633                          STATION RECOVERY (2011)
 ME0633
 ME0633'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0633'RECOVERED IN GOOD CONDITION.
 ME0633
 ME0633                          STATION RECOVERY (2022)
 ME0633
 ME0633'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0633'0.25 MI (0.40 KM) NORTH OF COUNTY ROAD 50 S 29 FT (8.8 M) SOUTH OF THE
 ME0633'CENTERLINE OF DRIVEWAY FOR ADDRESS 0225 S.
 ME0633'
 ME0633'FENCE LINE DOES NOT EXIST, MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1272 ***********************************************************************
 MD1272  DESIGNATION -  Q 134
 MD1272  PID         -  MD1272
 MD1272  STATE/COUNTY-  IN/KOSCIUSKO
 MD1272  COUNTRY     -  US
 MD1272  USGS QUAD   -  WARSAW (2019)
 MD1272
 MD1272                         *CURRENT SURVEY CONTROL
 MD1272  ______________________________________________________________________
 MD1272* NAD 83(1986) POSITION- 41 07 49.     (N) 085 52 11.     (W)   SCALED
 MD1272* NAVD 88 ORTHO HEIGHT -   265.054 (meters)      869.60  (feet) ADJUSTED
 MD1272  ______________________________________________________________________
 MD1272  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 MD1272  DYNAMIC HEIGHT  -        264.938 (meters)      869.22  (feet) COMP
 MD1272  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 MD1272
 MD1272  VERT ORDER      -  SECOND    CLASS 0
 MD1272
 MD1272.The horizontal coordinates were scaled from a map and have
 MD1272.an estimated accuracy of +/- 6 seconds.
 MD1272
 MD1272.The orthometric height was determined by differential leveling and
 MD1272.adjusted by the NATIONAL GEODETIC SURVEY
 MD1272.in June 1991.
 MD1272
 MD1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1272.GEOID18 height accuracy estimate available here.
 MD1272
 MD1272.Click photographs - Photos may exist for this station.
 MD1272
 MD1272.The dynamic height is computed by dividing the NAVD 88
 MD1272.geopotential number by the normal gravity value computed on the
 MD1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1272.degrees latitude (g = 980.6199 gals.).
 MD1272
 MD1272.The modeled gravity was interpolated from observed gravity values.
 MD1272
 MD1272;                    North         East    Units  Estimated Accuracy
 MD1272;SPC IN E     -   653,050.       82,950.      MT  (+/- 180 meters Scaled)
 MD1272
 MD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL948538(NAD 83)
 MD1272
 MD1272                          SUPERSEDED SURVEY CONTROL
 MD1272
 MD1272  NGVD 29 (??/??/92)  265.184  (m)          870.02   (f) ADJ UNCH    2 0
 MD1272
 MD1272.Superseded values are not recommended for survey control.
 MD1272
 MD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1272.See file dsdata.pdf to determine how the superseded data were derived.
 MD1272
 MD1272_MARKER: DB = BENCH MARK DISK
 MD1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1272_SP_SET: BRIDGE
 MD1272_STAMPING: Q 134 1946
 MD1272_MARK LOGO: CGS
 MD1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1272
 MD1272  HISTORY     - Date     Condition        Report By
 MD1272  HISTORY     - 1946     MONUMENTED       CGS
 MD1272  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1272
 MD1272                          STATION DESCRIPTION
 MD1272
 MD1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1272'0.8 MI E FROM CLAYPOOL.
 MD1272'0.8 MILE EAST ALONG A PAVED ROAD FROM THE NEW YORK CENTRAL
 MD1272'RAILROAD STATION AT CLAYPOOL, IN THE TOP OF THE NORTHEAST WINGWALL
 MD1272'OF A 17-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 12 FEET NORTH
 MD1272'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF THE EAST END
 MD1272'OF THE NORTH GUARD RAILING AND ABOUT LEVEL WITH THE BRIDGE
 MD1272'FLOOR.
 MD1272
 MD1272                          STATION RECOVERY (1990)
 MD1272
 MD1272'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1119 ***********************************************************************
 MD1119  DESIGNATION -  Q 135
 MD1119  PID         -  MD1119
 MD1119  STATE/COUNTY-  IN/WABASH
 MD1119  COUNTRY     -  US
 MD1119  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1119
 MD1119                         *CURRENT SURVEY CONTROL
 MD1119  ______________________________________________________________________
 MD1119* NAD 83(1986) POSITION- 41 00 01.2    (N) 085 46 06.8    (W)   HD_HELD2
 MD1119* NAVD 88 ORTHO HEIGHT -   235.566 (meters)      772.85  (feet) ADJUSTED
 MD1119  ______________________________________________________________________
 MD1119  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 MD1119  DYNAMIC HEIGHT  -        235.459 (meters)      772.50  (feet) COMP
 MD1119  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 MD1119
 MD1119  VERT ORDER      -  SECOND    CLASS 0
 MD1119
 MD1119.The horizontal coordinates were established by autonomous hand held GPS
 MD1119.observations and have an estimated accuracy of +/- 10 meters.
 MD1119
 MD1119.The orthometric height was determined by differential leveling and
 MD1119.adjusted by the NATIONAL GEODETIC SURVEY
 MD1119.in June 1991.
 MD1119
 MD1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1119.GEOID18 height accuracy estimate available here.
 MD1119
 MD1119.Click photographs - Photos may exist for this station.
 MD1119
 MD1119.The dynamic height is computed by dividing the NAVD 88
 MD1119.geopotential number by the normal gravity value computed on the
 MD1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1119.degrees latitude (g = 980.6199 gals.).
 MD1119
 MD1119.The modeled gravity was interpolated from observed gravity values.
 MD1119
 MD1119;                    North         East    Units  Estimated Accuracy
 MD1119;SPC IN E     -   638,600.       91,428.      MT  (+/- 10 meters HH2 GPS)
 MD1119
 MD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0356639524(NAD 83)
 MD1119
 MD1119                          SUPERSEDED SURVEY CONTROL
 MD1119
 MD1119  NGVD 29 (??/??/92)  235.692  (m)          773.27   (f) ADJ UNCH    2 0
 MD1119
 MD1119.Superseded values are not recommended for survey control.
 MD1119
 MD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1119.See file dsdata.pdf to determine how the superseded data were derived.
 MD1119
 MD1119_MARKER: DB = BENCH MARK DISK
 MD1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1119_SP_SET: BUILDING FOUNDATION
 MD1119_STAMPING: Q 135 1946
 MD1119_MARK LOGO: CGS
 MD1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1119+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 MD1119
 MD1119  HISTORY     - Date     Condition        Report By
 MD1119  HISTORY     - 1946     MONUMENTED       CGS
 MD1119  HISTORY     - 196807   GOOD             CGS
 MD1119  HISTORY     - 1990     GOOD             USPSQD
 MD1119  HISTORY     - 20010424 GOOD             LFA
 MD1119  HISTORY     - 20111011 GOOD             LFA
 MD1119
 MD1119                          STATION DESCRIPTION
 MD1119
 MD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1119'AT NORTH MANCHESTER.
 MD1119'AT NORTH MANCHESTER, SET VERTICALLY IN THE SOUTH FACE OF THE
 MD1119'SOUTHEAST CORNER OF THE STONE FOUNDATION OF THE U.S. POST OFFICE
 MD1119'BUILDING, 1.1 FOOT WEST OF THE CORNER AND 1.6 FOOT ABOVE THE
 MD1119'GROUND.
 MD1119
 MD1119                          STATION RECOVERY (1968)
 MD1119
 MD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1119'RECOVERED AS DESCRIBED IN 1946.
 MD1119
 MD1119                          STATION RECOVERY (1990)
 MD1119
 MD1119'RECOVERY NOTE BY US POWER SQUADRON 1990 (VC)
 MD1119'RECOVERED IN GOOD CONDITION.
 MD1119
 MD1119                          STATION RECOVERY (2001)
 MD1119
 MD1119'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2001 (SST)
 MD1119'RECOVERED IN GOOD CONDITION.
 MD1119
 MD1119                          STATION RECOVERY (2011)
 MD1119
 MD1119'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2011 (SST)
 MD1119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1169 ***********************************************************************
 ME1169  DESIGNATION -  Q 136
 ME1169  PID         -  ME1169
 ME1169  STATE/COUNTY-  IN/LAKE
 ME1169  COUNTRY     -  US
 ME1169  USGS QUAD   -  LEROY (2019)
 ME1169
 ME1169                         *CURRENT SURVEY CONTROL
 ME1169  ______________________________________________________________________
 ME1169* NAD 83(1986) POSITION- 41 20 00.86   (N) 087 21 17.28   (W)   HD_HELD1
 ME1169* NAVD 88 ORTHO HEIGHT -   221.412 (meters)      726.42  (feet) ADJUSTED
 ME1169  ______________________________________________________________________
 ME1169  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME1169  DYNAMIC HEIGHT  -        221.320 (meters)      726.11  (feet) COMP
 ME1169  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME1169
 ME1169  VERT ORDER      -  SECOND    CLASS 0
 ME1169
 ME1169.The horizontal coordinates were determined by differentially corrected
 ME1169.hand held GPS observations or other comparable positioning techniques
 ME1169.and have an estimated accuracy of +/- 3 meters.
 ME1169
 ME1169.The orthometric height was determined by differential leveling and
 ME1169.adjusted by the NATIONAL GEODETIC SURVEY
 ME1169.in June 1991.
 ME1169
 ME1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1169.GEOID18 height accuracy estimate available here.
 ME1169
 ME1169.Click photographs - Photos may exist for this station.
 ME1169
 ME1169.The dynamic height is computed by dividing the NAVD 88
 ME1169.geopotential number by the normal gravity value computed on the
 ME1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1169.degrees latitude (g = 980.6199 gals.).
 ME1169
 ME1169.The modeled gravity was interpolated from observed gravity values.
 ME1169
 ME1169;                    North         East    Units  Estimated Accuracy
 ME1169;SPC IN W     -   675,638.1     877,276.4     MT  (+/- 3 meters HH1 GPS) 
 ME1169
 ME1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7031175848(NAD 83)
 ME1169
 ME1169                          SUPERSEDED SURVEY CONTROL
 ME1169
 ME1169  NGVD 29 (??/??/92)  221.499  (m)          726.70   (f) ADJ UNCH    2 0
 ME1169
 ME1169.Superseded values are not recommended for survey control.
 ME1169
 ME1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1169.See file dsdata.pdf to determine how the superseded data were derived.
 ME1169
 ME1169_MARKER: DB = BENCH MARK DISK
 ME1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1169_STAMPING: Q 136 1946
 ME1169_MARK LOGO: CGS
 ME1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1169+STABILITY: SURFACE MOTION
 ME1169
 ME1169  HISTORY     - Date     Condition        Report By
 ME1169  HISTORY     - 1946     MONUMENTED       CGS
 ME1169  HISTORY     - 1968     GOOD             CGS
 ME1169  HISTORY     - 1979     GOOD             LOCSUR
 ME1169
 ME1169                          STATION DESCRIPTION
 ME1169
 ME1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1169'3 MI N FROM ORCHARD GROVE.
 ME1169'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1169'WITH STATE HIGHWAY 2 AT ORCHARD GROVE, ABOUT 0.45 MILE SOUTH
 ME1169'OF THE INTERSECTION OF AN EAST-WEST PAVED ROAD, 141 FEET NORTH
 ME1169'OF A ROW OF HEDGE TREES SEPERATING TWO CULTIVATED FIELDS, 49
 ME1169'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF
 ME1169'POWER POLE NO. 362/293, AND IN LINE WITH THE ROW OF POLES, 2
 ME1169'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 ME1169'THE CENTER OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ME1169'POST PROJECTING 6 INCHES.  NOTE-- 2 FT N OF POWER POLE 387-835, 1
 ME1169'FT E OF A FENCE AND 1 FT W OF A METAL WITNESS POST.
 ME1169
 ME1169                          STATION RECOVERY (1968)
 ME1169
 ME1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1169'RECOVERED IN GOOD CONDITION.
 ME1169
 ME1169                          STATION RECOVERY (1979)
 ME1169
 ME1169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0973 ***********************************************************************
 ME0973  DESIGNATION -  Q 137
 ME0973  PID         -  ME0973
 ME0973  STATE/COUNTY-  IN/LAKE
 ME0973  COUNTRY     -  US
 ME0973  USGS QUAD   -  GARY (2019)
 ME0973
 ME0973                         *CURRENT SURVEY CONTROL
 ME0973  ______________________________________________________________________
 ME0973* NAD 83(1986) POSITION- 41 31 58.     (N) 087 15 17.     (W)   SCALED
 ME0973* NAVD 88 ORTHO HEIGHT -   189.506 (meters)      621.74  (feet) ADJUSTED
 ME0973  ______________________________________________________________________
 ME0973  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 ME0973  DYNAMIC HEIGHT  -        189.433 (meters)      621.50  (feet) COMP
 ME0973  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 ME0973
 ME0973  VERT ORDER      -  FIRST     CLASS II
 ME0973
 ME0973.The horizontal coordinates were scaled from a map and have
 ME0973.an estimated accuracy of +/- 6 seconds.
 ME0973
 ME0973.The orthometric height was determined by differential leveling and
 ME0973.adjusted by the NATIONAL GEODETIC SURVEY
 ME0973.in June 1991.
 ME0973
 ME0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0973.GEOID18 height accuracy estimate available here.
 ME0973
 ME0973.Click photographs - Photos may exist for this station.
 ME0973
 ME0973.The dynamic height is computed by dividing the NAVD 88
 ME0973.geopotential number by the normal gravity value computed on the
 ME0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0973.degrees latitude (g = 980.6199 gals.).
 ME0973
 ME0973.The modeled gravity was interpolated from observed gravity values.
 ME0973
 ME0973;                    North         East    Units  Estimated Accuracy
 ME0973;SPC IN W     -   697,740.      885,700.      MT  (+/- 180 meters Scaled)
 ME0973
 ME0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL787979(NAD 83)
 ME0973
 ME0973                          SUPERSEDED SURVEY CONTROL
 ME0973
 ME0973  NGVD 29 (??/??/92)  189.598  (m)          622.04   (f) ADJ UNCH    1 2
 ME0973
 ME0973.Superseded values are not recommended for survey control.
 ME0973
 ME0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0973.See file dsdata.pdf to determine how the superseded data were derived.
 ME0973
 ME0973_MARKER: DB = BENCH MARK DISK
 ME0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0973_SP_SET: FOUNDATION
 ME0973_STAMPING: Q 137 1946
 ME0973_MARK LOGO: CGS
 ME0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0973
 ME0973  HISTORY     - Date     Condition        Report By
 ME0973  HISTORY     - 1946     MONUMENTED       CGS
 ME0973
 ME0973                          STATION DESCRIPTION
 ME0973
 ME0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0973'AT HOBART.
 ME0973'AT HOBART, AT THE U.S. POST OFFICE, SET VERTICALLY IN THE EAST
 ME0973'FACE AT THE NORTHWEST CORNER OF THE BUILDING, SET IN THE CONCRETE
 ME0973'FOUNDATION, 4 INCHES SOUTH OF THE NORTHEAST CORNER, 6 FEET SOUTH
 ME0973'OF THE STEPS LEADING TO THE BASEMENT AND SET VERTICALLY IN A
 ME0973'DRILL HOLE ABOUT 1.5 FEET ABOVE THE SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0974 ***********************************************************************
 ME0974  DESIGNATION -  Q 137 RESET
 ME0974  PID         -  ME0974
 ME0974  STATE/COUNTY-  IN/LAKE
 ME0974  COUNTRY     -  US
 ME0974  USGS QUAD   -  GARY (2019)
 ME0974
 ME0974                         *CURRENT SURVEY CONTROL
 ME0974  ______________________________________________________________________
 ME0974* NAD 83(1986) POSITION- 41 31 58.     (N) 087 15 17.     (W)   SCALED
 ME0974* NAVD 88 ORTHO HEIGHT -   189.303 (meters)      621.07  (feet) ADJUSTED
 ME0974  ______________________________________________________________________
 ME0974  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 ME0974  DYNAMIC HEIGHT  -        189.231 (meters)      620.84  (feet) COMP
 ME0974  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 ME0974
 ME0974  VERT ORDER      -  FIRST     CLASS I
 ME0974
 ME0974.The horizontal coordinates were scaled from a map and have
 ME0974.an estimated accuracy of +/- 6 seconds.
 ME0974
 ME0974.The orthometric height was determined by differential leveling and
 ME0974.adjusted by the NATIONAL GEODETIC SURVEY
 ME0974.in June 1991.
 ME0974
 ME0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0974.GEOID18 height accuracy estimate available here.
 ME0974
 ME0974.Click photographs - Photos may exist for this station.
 ME0974
 ME0974.The dynamic height is computed by dividing the NAVD 88
 ME0974.geopotential number by the normal gravity value computed on the
 ME0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0974.degrees latitude (g = 980.6199 gals.).
 ME0974
 ME0974.The modeled gravity was interpolated from observed gravity values.
 ME0974
 ME0974;                    North         East    Units  Estimated Accuracy
 ME0974;SPC IN W     -   697,740.      885,700.      MT  (+/- 180 meters Scaled)
 ME0974
 ME0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL787979(NAD 83)
 ME0974
 ME0974                          SUPERSEDED SURVEY CONTROL
 ME0974
 ME0974  NGVD 29 (01/19/93)  189.397  (m)          621.38   (f) ADJUSTED    1 1
 ME0974  NGVD 29 (??/??/92)  189.395  (m)          621.37   (f) SUPERSEDED  1 1
 ME0974
 ME0974.Superseded values are not recommended for survey control.
 ME0974
 ME0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0974.See file dsdata.pdf to determine how the superseded data were derived.
 ME0974
 ME0974_MARKER: DB = BENCH MARK DISK
 ME0974_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0974_SP_SET: FOUNDATION
 ME0974_STAMPING: Q 137 RESET 1965
 ME0974_MARK LOGO: CGS
 ME0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0974+STABILITY: SURFACE MOTION
 ME0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0974+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2010
 ME0974
 ME0974  HISTORY     - Date     Condition        Report By
 ME0974  HISTORY     - 1965     MONUMENTED       CGS
 ME0974  HISTORY     - 1968     GOOD             CGS
 ME0974  HISTORY     - 19920906 GOOD             NGS
 ME0974  HISTORY     - 20100205 GOOD             LFA
 ME0974
 ME0974                          STATION DESCRIPTION
 ME0974
 ME0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0974'AT HOBART.
 ME0974'AT HOBART, AT THE POST OFFICE BUILDING, ALONG MAIN STREET,
 ME0974'BETWEEN 2 ND AND 3 RD STREET, SET VERTICALLY IN THE NORTH SIDE
 ME0974'AND AT THE NORTHWEST CORNER OF CONCRETE WALL ON NORTH SIDE OF
 ME0974'STEPS LEADING TO BASEMENT ON NORTH SIDE OF BUILDING, 55.5 FEET
 ME0974'EAST OF THE EAST CURB OF MAIN STREET, 29.5 FEET EAST OF THE
 ME0974'NORTHWEST CORNER OF THE BUILDING, 6.4 FEET NORTH OF THE NORTH
 ME0974'WALL OF THE BUILDING AND 2 FEET ABOVE THE PARKING AREA.
 ME0974'NOTE-- THIS MARK WAS ESTABLISHED BY REGISTERED LAND SURVEYOR OF
 ME0974'THE STATE OF INDIANA.
 ME0974
 ME0974                          STATION RECOVERY (1992)
 ME0974
 ME0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0974'IN HOBART, SET VERTICALLY IN THE NORTH FACE OF THE POST OFFICE AT 221
 ME0974'MAIN STREET, 24.2 M (79.4 FT) EAST OF THE STREET CENTERLINE, 9.1 M
 ME0974'(29.9 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 1.9 M
 ME0974'(6.2 FT) NORTH OF THE NORTH WALL OF THE BUILDING, 0.6 M (2.0 FT)
 ME0974'ABOVE THE LEVEL OF A PARKING LOT, AND 0.2 M (0.7 FT) EAST OF THE
 ME0974'NORTHWEST CORNER OF THE FOUNDATION.
 ME0974
 ME0974                          STATION RECOVERY (2010)
 ME0974
 ME0974'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1235 ***********************************************************************
 ME1235  DESIGNATION -  Q 138
 ME1235  PID         -  ME1235
 ME1235  STATE/COUNTY-  IN/LAKE
 ME1235  COUNTRY     -  US
 ME1235  USGS QUAD   -  CROWN POINT (2019)
 ME1235
 ME1235                         *CURRENT SURVEY CONTROL
 ME1235  ______________________________________________________________________
 ME1235* NAD 83(1986) POSITION- 41 23 01.14   (N) 087 16 31.54   (W)   HD_HELD1
 ME1235* NAVD 88 ORTHO HEIGHT -   210.271 (meters)      689.86  (feet) ADJUSTED
 ME1235  ______________________________________________________________________
 ME1235  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME1235  DYNAMIC HEIGHT  -        210.185 (meters)      689.58  (feet) COMP
 ME1235  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 ME1235
 ME1235  VERT ORDER      -  SECOND    CLASS 0
 ME1235
 ME1235.The horizontal coordinates were determined by differentially corrected
 ME1235.hand held GPS observations or other comparable positioning techniques
 ME1235.and have an estimated accuracy of +/- 3 meters.
 ME1235
 ME1235.The orthometric height was determined by differential leveling and
 ME1235.adjusted by the NATIONAL GEODETIC SURVEY
 ME1235.in June 1991.
 ME1235
 ME1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1235.GEOID18 height accuracy estimate available here.
 ME1235
 ME1235.Click photographs - Photos may exist for this station.
 ME1235
 ME1235.The dynamic height is computed by dividing the NAVD 88
 ME1235.geopotential number by the normal gravity value computed on the
 ME1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1235.degrees latitude (g = 980.6199 gals.).
 ME1235
 ME1235.The modeled gravity was interpolated from observed gravity values.
 ME1235
 ME1235;                    North         East    Units  Estimated Accuracy
 ME1235;SPC IN W     -   681,181.8     883,932.7     MT  (+/- 3 meters HH1 GPS) 
 ME1235
 ME1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7697081383(NAD 83)
 ME1235
 ME1235                          SUPERSEDED SURVEY CONTROL
 ME1235
 ME1235  NGVD 29 (??/??/92)  210.358  (m)          690.15   (f) ADJ UNCH    2 0
 ME1235
 ME1235.Superseded values are not recommended for survey control.
 ME1235
 ME1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1235.See file dsdata.pdf to determine how the superseded data were derived.
 ME1235
 ME1235_MARKER: DB = BENCH MARK DISK
 ME1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1235_STAMPING: Q 138 1946
 ME1235_MARK LOGO: CGS
 ME1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1235+STABILITY: SURFACE MOTION
 ME1235
 ME1235  HISTORY     - Date     Condition        Report By
 ME1235  HISTORY     - 1946     MONUMENTED       CGS
 ME1235  HISTORY     - 1968     GOOD             CGS
 ME1235
 ME1235                          STATION DESCRIPTION
 ME1235
 ME1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1235'2.6 MI W FROM PALMER.
 ME1235'ABOUT 1.5 MILES WEST ALONG 125TH STREET FROM ITS INTERSECTION
 ME1235'WITH RANDOLPH STREET IN PALMER, THENCE 0.5 MILE SOUTH ALONG
 ME1235'GIBSON STREET, THENCE 0.4 MILE WEST ALONG 129TH AVE. TO THE
 ME1235'MARK ON THE RIGHT.  IT IS 108 FEET SOUTH OF THE SOUTHEAST CORNER
 ME1235'OF A BARN, 3 FEET EAST OF POWER POLE 371-588, 10 FEET EAST OF
 ME1235'THE CENTERLINE OF DRIVE TO BARN, 1 FOOT EAST OF A METAL WITNESS
 ME1235'POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0998 ***********************************************************************
 ME0998  DESIGNATION -  Q 139
 ME0998  PID         -  ME0998
 ME0998  STATE/COUNTY-  IN/LAKE
 ME0998  COUNTRY     -  US
 ME0998  USGS QUAD   -  GARY (2019)
 ME0998
 ME0998                         *CURRENT SURVEY CONTROL
 ME0998  ______________________________________________________________________
 ME0998* NAD 83(1986) POSITION- 41 34 38.     (N) 087 19 47.     (W)   SCALED
 ME0998* NAVD 88 ORTHO HEIGHT -   185.587 (meters)      608.88  (feet) ADJUSTED
 ME0998  ______________________________________________________________________
 ME0998  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 ME0998  DYNAMIC HEIGHT  -        185.518 (meters)      608.65  (feet) COMP
 ME0998  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 ME0998
 ME0998  VERT ORDER      -  FIRST     CLASS I
 ME0998
 ME0998.The horizontal coordinates were scaled from a map and have
 ME0998.an estimated accuracy of +/- 6 seconds.
 ME0998
 ME0998.The orthometric height was determined by differential leveling and
 ME0998.adjusted by the NATIONAL GEODETIC SURVEY
 ME0998.in April 1995.
 ME0998
 ME0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0998.GEOID18 height accuracy estimate available here.
 ME0998
 ME0998.Click photographs - Photos may exist for this station.
 ME0998
 ME0998.The dynamic height is computed by dividing the NAVD 88
 ME0998.geopotential number by the normal gravity value computed on the
 ME0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0998.degrees latitude (g = 980.6199 gals.).
 ME0998
 ME0998.The modeled gravity was interpolated from observed gravity values.
 ME0998
 ME0998;                    North         East    Units  Estimated Accuracy
 ME0998;SPC IN W     -   702,690.      879,450.      MT  (+/- 180 meters Scaled)
 ME0998
 ME0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM725028(NAD 83)
 ME0998
 ME0998                          SUPERSEDED SURVEY CONTROL
 ME0998
 ME0998  NAVD 88 (06/15/91)  185.631  (m)          609.02   (f) SUPERSEDED  1 1
 ME0998  NGVD 29 (01/19/93)  185.689  (m)          609.21   (f) ADJUSTED    1 1
 ME0998  NGVD 29 (??/??/92)  185.732  (m)          609.36   (f) SUPERSEDED  1 1
 ME0998
 ME0998.Superseded values are not recommended for survey control.
 ME0998
 ME0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0998.See file dsdata.pdf to determine how the superseded data were derived.
 ME0998
 ME0998_MARKER: DB = BENCH MARK DISK
 ME0998_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0998_SP_SET: BUILDING
 ME0998_STAMPING: Q 139 1946
 ME0998_MARK LOGO: CGS
 ME0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0998+STABILITY: SURFACE MOTION
 ME0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0998+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0998
 ME0998  HISTORY     - Date     Condition        Report By
 ME0998  HISTORY     - 1946     MONUMENTED       CGS
 ME0998  HISTORY     - 1968     GOOD             CGS
 ME0998  HISTORY     - 19920906 GOOD             NGS
 ME0998
 ME0998                          STATION DESCRIPTION
 ME0998
 ME0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0998'3 MI SE FROM GARY.
 ME0998'ABOUT 3.0 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0998'THE STATION AT GARY, ABOUT 2.3 MILES NORTHWEST OF THE CROSSING
 ME0998'OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, AT THE VIRGINIA
 ME0998'STREET CROSSING, SET VERTICALLY IN THE NORTHEAST FACE AND NEAR
 ME0998'THE EAST CORNER OF A LARGE BRICK WAREHOUSE OF THE HOBART WELDERS
 ME0998'AND SALES ENGR. INC, 48.2 FEET SOUTHWEST OF THE SOUTHWEST
 ME0998'RAIL OF THE SOUTHWEST TRACK, 50.0 FEET WEST OF THE CENTER LINE
 ME0998'OF VIRGINIA STREET, 1.8 FEET NORTHWEST OF THE EAST CORNER OF
 ME0998'THE BUILDING AND 3.2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 15,
 ME0998'T 36 N, R 8 W.  NOTE-- IT APPEARS THAT THIS MARK HAS MOVED 6 CM.
 ME0998
 ME0998                          STATION RECOVERY (1992)
 ME0998
 ME0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0998'IN GARY, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND VIRGINIA
 ME0998'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF A BRICK BUILDING,
 ME0998'15.0 M (49.2 FT) WEST OF THE STREET CENTER, 14.8 M (48.6 FT)
 ME0998'SOUTHWEST OF THE NEAR RAIL, 2.5 M (8.2 FT) SOUTHWEST OF THE SOUTHWEST
 ME0998'CORNER OF A SWITCH CONTROL BOX, 0.5 M (1.6 FT) ABOVE THE GROUND
 ME0998'SURFACE, AND 0.5 M (1.6 FT) NORTHWEST OF THE EAST CORNER OF THE
 ME0998'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0999 ***********************************************************************
 MD0999  DESIGNATION -  Q 14
 MD0999  PID         -  MD0999
 MD0999  STATE/COUNTY-  IN/KOSCIUSKO
 MD0999  COUNTRY     -  US
 MD0999  USGS QUAD   -  PIERCETON (2019)
 MD0999
 MD0999                         *CURRENT SURVEY CONTROL
 MD0999  ______________________________________________________________________
 MD0999* NAD 83(1986) POSITION- 41 12 01.     (N) 085 42 16.     (W)   SCALED
 MD0999* NAVD 88 ORTHO HEIGHT -   282.880 (meters)      928.08  (feet) ADJUSTED
 MD0999  ______________________________________________________________________
 MD0999  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 MD0999  DYNAMIC HEIGHT  -        282.761 (meters)      927.69  (feet) COMP
 MD0999  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 MD0999
 MD0999  VERT ORDER      -  FIRST     CLASS I
 MD0999
 MD0999.The horizontal coordinates were scaled from a map and have
 MD0999.an estimated accuracy of +/- 6 seconds.
 MD0999
 MD0999.The orthometric height was determined by differential leveling and
 MD0999.adjusted by the NATIONAL GEODETIC SURVEY
 MD0999.in June 1991.
 MD0999
 MD0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0999.GEOID18 height accuracy estimate available here.
 MD0999
 MD0999.Click photographs - Photos may exist for this station.
 MD0999
 MD0999.The dynamic height is computed by dividing the NAVD 88
 MD0999.geopotential number by the normal gravity value computed on the
 MD0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0999.degrees latitude (g = 980.6199 gals.).
 MD0999
 MD0999.The modeled gravity was interpolated from observed gravity values.
 MD0999
 MD0999;                    North         East    Units  Estimated Accuracy
 MD0999;SPC IN E     -   660,800.       96,830.      MT  (+/- 180 meters Scaled)
 MD0999
 MD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL086617(NAD 83)
 MD0999
 MD0999                          SUPERSEDED SURVEY CONTROL
 MD0999
 MD0999  NGVD 29 (01/19/93)  283.019  (m)          928.54   (f) ADJUSTED    1 1
 MD0999  NGVD 29 (??/??/92)  283.019  (m)          928.54   (f) SUPERSEDED  1 1
 MD0999
 MD0999.Superseded values are not recommended for survey control.
 MD0999
 MD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0999.See file dsdata.pdf to determine how the superseded data were derived.
 MD0999
 MD0999_MARKER: DB = BENCH MARK DISK
 MD0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0999_STAMPING: Q 14 1930 928.459
 MD0999_MARK LOGO: CGS
 MD0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0999+STABILITY: SURFACE MOTION
 MD0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0999+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0999
 MD0999  HISTORY     - Date     Condition        Report By
 MD0999  HISTORY     - 1930     MONUMENTED       CGS
 MD0999  HISTORY     - 1968     GOOD             CGS
 MD0999  HISTORY     - 19921008 GOOD             NGS
 MD0999  HISTORY     - 19971120 GOOD             USPSQD
 MD0999
 MD0999                          STATION DESCRIPTION
 MD0999
 MD0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0999'AT PIERCETON.
 MD0999'AT PIERCETON, ABOUT 9 1/2 RAILS SOUTHEAST ALONG THE PENN CENTRAL
 MD0999'RAILROAD FROM THE CENTER OF THE CROSSING OF STATE HIGHWAY 13
 MD0999'AT PIERCETON, NEAR THE SOUTHEAST END OF A SMALL PARK, 45 FEET
 MD0999'NORTHWEST OF THE NORTH CORNER OF THE OLD BRICK RAILROAD STATION,
 MD0999'28.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK,
 MD0999'20 1/2 FEET EAST OF A 30-INCH MAPLE TREE, 7 1/2 FEET NORTH
 MD0999'OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE TRACK AND SET IN
 MD0999'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 MD0999'OF THE GROUND.  SEC 27, T 32N, R 7E
 MD0999
 MD0999                          STATION RECOVERY (1992)
 MD0999
 MD0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0999'0.1 KM (0.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0999'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, NEAR THE SOUTHEAST END OF
 MD0999'A SMALL PARK, 20.5 M (67.3 FT) NORTH OF THE CENTER OF MARKET STREET,
 MD0999'20.0 M (65.6 FT) EAST-SOUTHEAST OF A UTILITY POLE, 19.2 M (63.0 FT)
 MD0999'NORTHWEST OF THE SOUTHEAST CORNER OF THE OLD RAILROAD STATION, 13.7 M
 MD0999'(44.9 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 8.7
 MD0999'M (28.5 FT) SOUTHWEST OF THE NEAR RAIL, 2.1 M (6.9 FT)
 MD0999'NORTH-NORTHWEST OF A UTILITY POLE, LEVEL WITH THE TRACK, AND THE
 MD0999'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 MD0999'NOTE--THE DISK HAS BEEN MUTILATED AND ALL THAT REMAINS OF THE
 MD0999'ORIGINAL STAMPING IS 14 1930 928.459.
 MD0999
 MD0999                          STATION RECOVERY (1997)
 MD0999
 MD0999'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1339 ***********************************************************************
 ME1339  DESIGNATION -  Q 140
 ME1339  PID         -  ME1339
 ME1339  STATE/COUNTY-  IN/JASPER
 ME1339  COUNTRY     -  US
 ME1339  USGS QUAD   -  SHELBY (2019)
 ME1339
 ME1339                         *CURRENT SURVEY CONTROL
 ME1339  ______________________________________________________________________
 ME1339* NAD 83(1986) POSITION- 41 11 57.     (N) 087 16 32.     (W)   SCALED
 ME1339* NAVD 88 ORTHO HEIGHT -   194.677 (meters)      638.70  (feet) ADJUSTED
 ME1339  ______________________________________________________________________
 ME1339  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 ME1339  DYNAMIC HEIGHT  -        194.594 (meters)      638.43  (feet) COMP
 ME1339  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 ME1339
 ME1339  VERT ORDER      -  SECOND    CLASS 0
 ME1339
 ME1339.The horizontal coordinates were scaled from a map and have
 ME1339.an estimated accuracy of +/- 6 seconds.
 ME1339
 ME1339.The orthometric height was determined by differential leveling and
 ME1339.adjusted by the NATIONAL GEODETIC SURVEY
 ME1339.in June 1991.
 ME1339
 ME1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1339.GEOID18 height accuracy estimate available here.
 ME1339
 ME1339.Click photographs - Photos may exist for this station.
 ME1339
 ME1339.The dynamic height is computed by dividing the NAVD 88
 ME1339.geopotential number by the normal gravity value computed on the
 ME1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1339.degrees latitude (g = 980.6199 gals.).
 ME1339
 ME1339.The modeled gravity was interpolated from observed gravity values.
 ME1339
 ME1339;                    North         East    Units  Estimated Accuracy
 ME1339;SPC IN W     -   660,690.      883,880.      MT  (+/- 180 meters Scaled)
 ME1339
 ME1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768609(NAD 83)
 ME1339
 ME1339                          SUPERSEDED SURVEY CONTROL
 ME1339
 ME1339  NGVD 29 (??/??/92)  194.767  (m)          639.00   (f) ADJ UNCH    2 0
 ME1339
 ME1339.Superseded values are not recommended for survey control.
 ME1339
 ME1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1339.See file dsdata.pdf to determine how the superseded data were derived.
 ME1339
 ME1339_MARKER: DB = BENCH MARK DISK
 ME1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1339_SP_SET: BRIDGE
 ME1339_STAMPING: Q 140 1946
 ME1339_MARK LOGO: CGS
 ME1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1339
 ME1339  HISTORY     - Date     Condition        Report By
 ME1339  HISTORY     - 1946     MONUMENTED       CGS
 ME1339  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1339  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1339
 ME1339                          STATION DESCRIPTION
 ME1339
 ME1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1339'4.3 MI NW FROM DEMOTTE.
 ME1339'ABOUT 4.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1339'THE STATION AT DEMOTTE, THENCE ABOUT 0.3 MILE NORTH ALONG A
 ME1339'GRAVEL ROAD, ABOUT 3.8 MILES EAST ALONG THE NEW YORK CENTRAL
 ME1339'RAILROAD FROM THE STATION AT SHELBY, THENCE ABOUT 0.3 MILE
 ME1339'NORTH ALONG A GRAVEL ROAD, ABOUT 4.7 MILES SOUTH ALONG A GRAVEL
 ME1339'ROAD FROM THE PRESBYTERIAN CHURCH AT RANGE LINE, SET IN THE TOP
 ME1339'OF THE NORTHEAST CONCRETE WING WALL OF A 42 FOOT SINGLE SPAN
 ME1339'STEEL TRUSS BRIDGE OVER A DITCH, 15 FEET EAST OF THE CENTER
 ME1339'LINE OF THE ROAD, 8.5 FEET NORTHEAST OF THE NORTH END OF THE
 ME1339'STEEL BRIDGE RAILING, ABOUT 1.5 FEET BELOW THE LEVEL OF THE
 ME1339'BRIDGE FLOOR, AND SET IN A DRILL HOLE.
 ME1339
 ME1339                          STATION RECOVERY (1989)
 ME1339
 ME1339'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1339'MARK NOT FOUND.
 ME1339
 ME1339                          STATION RECOVERY (2012)
 ME1339
 ME1339'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1304 ***********************************************************************
 ME1304  DESIGNATION -  Q 141
 ME1304  PID         -  ME1304
 ME1304  STATE/COUNTY-  IN/PORTER
 ME1304  COUNTRY     -  US
 ME1304  USGS QUAD   -  KOUTS (2019)
 ME1304
 ME1304                         *CURRENT SURVEY CONTROL
 ME1304  ______________________________________________________________________
 ME1304* NAD 83(1986) POSITION- 41 19 03.     (N) 087 01 28.     (W)   SCALED
 ME1304* NAVD 88 ORTHO HEIGHT -   208.401 (meters)      683.73  (feet) ADJUSTED
 ME1304  ______________________________________________________________________
 ME1304  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME1304  DYNAMIC HEIGHT  -        208.314 (meters)      683.44  (feet) COMP
 ME1304  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 ME1304
 ME1304  VERT ORDER      -  SECOND    CLASS 0
 ME1304
 ME1304.The horizontal coordinates were scaled from a map and have
 ME1304.an estimated accuracy of +/- 6 seconds.
 ME1304
 ME1304.The orthometric height was determined by differential leveling and
 ME1304.adjusted by the NATIONAL GEODETIC SURVEY
 ME1304.in June 1991.
 ME1304
 ME1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1304.GEOID18 height accuracy estimate available here.
 ME1304
 ME1304.Click photographs - Photos may exist for this station.
 ME1304
 ME1304.The dynamic height is computed by dividing the NAVD 88
 ME1304.geopotential number by the normal gravity value computed on the
 ME1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1304.degrees latitude (g = 980.6199 gals.).
 ME1304
 ME1304.The modeled gravity was interpolated from observed gravity values.
 ME1304
 ME1304;                    North         East    Units  Estimated Accuracy
 ME1304;SPC IN W     -   673,820.      904,930.      MT  (+/- 180 meters Scaled)
 ME1304
 ME1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL979740(NAD 83)
 ME1304
 ME1304                          SUPERSEDED SURVEY CONTROL
 ME1304
 ME1304  NGVD 29 (??/??/92)  208.496  (m)          684.04   (f) ADJ UNCH    2 0
 ME1304
 ME1304.Superseded values are not recommended for survey control.
 ME1304
 ME1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1304.See file dsdata.pdf to determine how the superseded data were derived.
 ME1304
 ME1304_MARKER: DB = BENCH MARK DISK
 ME1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1304_SP_SET: FOUNDATION
 ME1304_STAMPING: Q 141 1946
 ME1304_MARK LOGO: CGS
 ME1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1304+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2021
 ME1304
 ME1304  HISTORY     - Date     Condition        Report By
 ME1304  HISTORY     - 1946     MONUMENTED       CGS
 ME1304  HISTORY     - 1978     GOOD             LOCSUR
 ME1304  HISTORY     - 20210325 GOOD             IN-127
 ME1304
 ME1304                          STATION DESCRIPTION
 ME1304
 ME1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1304'IN KOUTS.
 ME1304'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF THE ERIE
 ME1304'RAILROAD AND STATE HIGHWAY 49, SET IN THE TOP OF THE NORTHEAST
 ME1304'CORNER OF THE FOUNDATION OF THE STANDPIPE OF THE CITY WATER
 ME1304'TANK, 2 FEET NORTHEAST OF A POINT ON THE PERIMITER OF THE
 ME1304'24-INCH STANDPIPE, AND FLUSH WITH THE GROUND.
 ME1304
 ME1304                          STATION RECOVERY (1978)
 ME1304
 ME1304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1304'RECOVERED IN GOOD CONDITION.
 ME1304
 ME1304                          STATION RECOVERY (2021)
 ME1304
 ME1304'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1304'IN KOUTS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF THE ERIE
 ME1304'RAILROAD AND STATE HIGHWAY 49, SET IN THE TOP OF THE NORTHEAST CORNER
 ME1304'OF CONCRETE FOUNDATION OF THE STANDPIPE OF THE CITY WATER TANK, 2 FEET
 ME1304'NORTHEAST OF A POINT ON THE PERIMETER OF THE 24-INCH STANDPIPE AND
 ME1304'FLUSH WITH THE GROUND. FAILED OPUS AND SUBJECT TO MULTIPATH ERROR DUE
 ME1304'TO BE UNDER TOWER WATER TANK, NEXT TO STANDPIPE, AND THE SUPPORTING
 ME1304'LEGS OF THE 135 FOOT TALL STORAGE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0601 ***********************************************************************
 ME0601  DESIGNATION -  Q 142
 ME0601  PID         -  ME0601
 ME0601  STATE/COUNTY-  IN/LA PORTE
 ME0601  COUNTRY     -  US
 ME0601  USGS QUAD   -  HANNA (2019)
 ME0601
 ME0601                         *CURRENT SURVEY CONTROL
 ME0601  ______________________________________________________________________
 ME0601* NAD 83(1986) POSITION- 41 22 30.     (N) 086 46 32.     (W)   SCALED
 ME0601* NAVD 88 ORTHO HEIGHT -   205.880 (meters)      675.46  (feet) ADJUSTED
 ME0601  ______________________________________________________________________
 ME0601  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 ME0601  DYNAMIC HEIGHT  -        205.795 (meters)      675.18  (feet) COMP
 ME0601  MODELED GRAVITY -    980,208.6   (mgal)                       NAVD 88
 ME0601
 ME0601  VERT ORDER      -  SECOND    CLASS 0
 ME0601
 ME0601.The horizontal coordinates were scaled from a map and have
 ME0601.an estimated accuracy of +/- 6 seconds.
 ME0601
 ME0601.The orthometric height was determined by differential leveling and
 ME0601.adjusted by the NATIONAL GEODETIC SURVEY
 ME0601.in June 1991.
 ME0601
 ME0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0601.GEOID18 height accuracy estimate available here.
 ME0601
 ME0601.Click photographs - Photos may exist for this station.
 ME0601
 ME0601.The dynamic height is computed by dividing the NAVD 88
 ME0601.geopotential number by the normal gravity value computed on the
 ME0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0601.degrees latitude (g = 980.6199 gals.).
 ME0601
 ME0601.The modeled gravity was interpolated from observed gravity values.
 ME0601
 ME0601;                    North         East    Units  Estimated Accuracy
 ME0601;SPC IN W     -   680,250.      925,750.      MT  (+/- 180 meters Scaled)
 ME0601
 ME0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187804(NAD 83)
 ME0601
 ME0601                          SUPERSEDED SURVEY CONTROL
 ME0601
 ME0601  NGVD 29 (??/??/92)  205.969  (m)          675.75   (f) ADJ UNCH    2 0
 ME0601
 ME0601.Superseded values are not recommended for survey control.
 ME0601
 ME0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0601.See file dsdata.pdf to determine how the superseded data were derived.
 ME0601
 ME0601_MARKER: DB = BENCH MARK DISK
 ME0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0601_STAMPING: Q 142 1946
 ME0601_MARK LOGO: CGS
 ME0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0601+STABILITY: SURFACE MOTION
 ME0601
 ME0601  HISTORY     - Date     Condition        Report By
 ME0601  HISTORY     - 1946     MONUMENTED       CGS
 ME0601  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0601
 ME0601                          STATION DESCRIPTION
 ME0601
 ME0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0601'2.8 MI SE FROM HANNA.
 ME0601'ABOUT 2.75 MILES SOUTHEAST AND SOUTH ALONG A PAVED ROAD FROM THE
 ME0601'PENNSYLVANIA RAILROAD STATION AT HANNA, ABOUT 0.55 MILE NORTH OF
 ME0601'THE CHESAPEAKE AND OHIO RAILWAY CROSSING, 0.3 MILE SOUTH OF J.E.
 ME0601'LAWRENCE FARM, AT THE JUNCTION OF A ROAD LEADING WEST, 80 FEET
 ME0601'SOUTH OF THE CENTER LINE OF THE T ROAD, 29 FEET WEST OF THE
 ME0601'CENTER LINE OF THE ROAD, 4.5 FEET NORTH OF A TELEPHONE POLE, 2
 ME0601'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 ME0601'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0601'INCHES.
 ME0601
 ME0601                          STATION RECOVERY (2007)
 ME0601
 ME0601'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0601'FIELD PLOWED UP ROADWAY - PROBABLY DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0370 ***********************************************************************
 ME0370  DESIGNATION -  Q 144
 ME0370  PID         -  ME0370
 ME0370  STATE/COUNTY-  IN/MARSHALL
 ME0370  COUNTRY     -  US
 ME0370  USGS QUAD   -  PLYMOUTH (2019)
 ME0370
 ME0370                         *CURRENT SURVEY CONTROL
 ME0370  ______________________________________________________________________
 ME0370* NAD 83(1986) POSITION- 41 17 07.     (N) 086 16 07.     (W)   SCALED
 ME0370* NAVD 88 ORTHO HEIGHT -   256.182 (meters)      840.49  (feet) ADJUSTED
 ME0370  ______________________________________________________________________
 ME0370  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME0370  DYNAMIC HEIGHT  -        256.073 (meters)      840.13  (feet) COMP
 ME0370  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 ME0370
 ME0370  VERT ORDER      -  SECOND    CLASS 0
 ME0370
 ME0370.The horizontal coordinates were scaled from a map and have
 ME0370.an estimated accuracy of +/- 6 seconds.
 ME0370
 ME0370.The orthometric height was determined by differential leveling and
 ME0370.adjusted by the NATIONAL GEODETIC SURVEY
 ME0370.in June 1991.
 ME0370
 ME0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0370.GEOID18 height accuracy estimate available here.
 ME0370
 ME0370.Click photographs - Photos may exist for this station.
 ME0370
 ME0370.The dynamic height is computed by dividing the NAVD 88
 ME0370.geopotential number by the normal gravity value computed on the
 ME0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0370.degrees latitude (g = 980.6199 gals.).
 ME0370
 ME0370.The modeled gravity was interpolated from observed gravity values.
 ME0370
 ME0370;                    North         East    Units  Estimated Accuracy
 ME0370;SPC IN E     -   670,410.       49,580.      MT  (+/- 180 meters Scaled)
 ME0370
 ME0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612706(NAD 83)
 ME0370
 ME0370                          SUPERSEDED SURVEY CONTROL
 ME0370
 ME0370  NGVD 29 (??/??/92)  256.300  (m)          840.88   (f) ADJ UNCH    2 0
 ME0370
 ME0370.Superseded values are not recommended for survey control.
 ME0370
 ME0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0370.See file dsdata.pdf to determine how the superseded data were derived.
 ME0370
 ME0370_MARKER: DB = BENCH MARK DISK
 ME0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0370_STAMPING: Q 144 1946
 ME0370_MARK LOGO: CGS
 ME0370_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0370+STABILITY: SURFACE MOTION
 ME0370
 ME0370  HISTORY     - Date     Condition        Report By
 ME0370  HISTORY     - 1946     MONUMENTED       CGS
 ME0370  HISTORY     - 1987     GOOD             USPSQD
 ME0370  HISTORY     - 1988     GOOD             USPSQD
 ME0370
 ME0370                          STATION DESCRIPTION
 ME0370
 ME0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0370'3.7 MI N FROM ARGOS.
 ME0370'ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0370'BUILDING AT ARGOS, 0.15 MILE SOUTH OF THE JUNCTION WITH A GRAVEL
 ME0370'ROAD LEADING WEST, AT A GRAY SHINGLE HOUSE ON THE SOUTHWEST SIDE
 ME0370'OF THE HIGHWAY, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ME0370'HIGHWAY, 96 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 84
 ME0370'FEET NORTHWEST OF THE NORTHWEST 16 IN X 16 IN BRICK GATE POST,
 ME0370'18 FEET SOUTHEAST OF POWER LINE POLE NUMBER 278/106, 2 FEET
 ME0370'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE, 2 FEET
 ME0370'NORTHWEST OF A WHITE WOODEN WITNESS POST , ABOUT LEVEL WITH THE
 ME0370'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0370'6 INCHES.  NOTE-- THIS MARK IS ABOUT 4.55 MILES SOUTH ALONG U.S.
 ME0370'HIGHWAY 31 FROM THE INTERSECTION WITH U.S. HIGHWAY 30 AT PLYMOUTH.
 ME0370
 ME0370                          STATION RECOVERY (1987)
 ME0370
 ME0370'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0370'RECOVERED IN GOOD CONDITION.
 ME0370
 ME0370                          STATION RECOVERY (1988)
 ME0370
 ME0370'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1241 ***********************************************************************
 MD1241  DESIGNATION -  Q 145
 MD1241  PID         -  MD1241
 MD1241  STATE/COUNTY-  IN/KOSCIUSKO
 MD1241  COUNTRY     -  US
 MD1241  USGS QUAD   -  BURKET (2019)
 MD1241
 MD1241                         *CURRENT SURVEY CONTROL
 MD1241  ______________________________________________________________________
 MD1241* NAD 83(1986) POSITION- 41 09 30.     (N) 085 57 30.     (W)   SCALED
 MD1241* NAVD 88 ORTHO HEIGHT -   257.699 (meters)      845.47  (feet) ADJUSTED
 MD1241  ______________________________________________________________________
 MD1241  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 MD1241  DYNAMIC HEIGHT  -        257.587 (meters)      845.10  (feet) COMP
 MD1241  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 MD1241
 MD1241  VERT ORDER      -  SECOND    CLASS 0
 MD1241
 MD1241.The horizontal coordinates were scaled from a map and have
 MD1241.an estimated accuracy of +/- 6 seconds.
 MD1241
 MD1241.The orthometric height was determined by differential leveling and
 MD1241.adjusted by the NATIONAL GEODETIC SURVEY
 MD1241.in June 1991.
 MD1241
 MD1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1241.GEOID18 height accuracy estimate available here.
 MD1241
 MD1241.Click photographs - Photos may exist for this station.
 MD1241
 MD1241.The dynamic height is computed by dividing the NAVD 88
 MD1241.geopotential number by the normal gravity value computed on the
 MD1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1241.degrees latitude (g = 980.6199 gals.).
 MD1241
 MD1241.The modeled gravity was interpolated from observed gravity values.
 MD1241
 MD1241;                    North         East    Units  Estimated Accuracy
 MD1241;SPC IN E     -   656,180.       75,520.      MT  (+/- 180 meters Scaled)
 MD1241
 MD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL873568(NAD 83)
 MD1241
 MD1241                          SUPERSEDED SURVEY CONTROL
 MD1241
 MD1241  NGVD 29 (??/??/92)  257.830  (m)          845.90   (f) ADJ UNCH    2 0
 MD1241
 MD1241.Superseded values are not recommended for survey control.
 MD1241
 MD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1241.See file dsdata.pdf to determine how the superseded data were derived.
 MD1241
 MD1241_MARKER: DB = BENCH MARK DISK
 MD1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1241_STAMPING: Q 145 1946
 MD1241_MARK LOGO: CGS
 MD1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1241+STABILITY: SURFACE MOTION
 MD1241
 MD1241  HISTORY     - Date     Condition        Report By
 MD1241  HISTORY     - 1946     MONUMENTED       CGS
 MD1241  HISTORY     - 19960716 GOOD             USPSQD
 MD1241
 MD1241                          STATION DESCRIPTION
 MD1241
 MD1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1241'0.5 MI E FROM BURKET.
 MD1241'0.5 MILE EAST ALONG THE BURKET-CLAYPOOL ROAD FROM THE SCHOOL
 MD1241'BUILDING AT BURKET, AT A 2-STORY WHITE FARM HOUSE ON THE SOUTH
 MD1241'SIDE OF THE ROAD, IN THE NORTHWEST CORNER OF THE YARD, 79 FEET
 MD1241'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 79 FEET NORTH
 MD1241'OF A GASOLINE PUMP, 11 FEET EAST OF A 36-INCH SYCAMORE TREE,
 MD1241'8 FEET WEST OF A FENCE CORNER, 3 1/2 FEET SOUTH OF A TELEPHONE
 MD1241'POLE, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST
 MD1241'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER OF
 MD1241'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1241'6 INCHES.
 MD1241
 MD1241                          STATION RECOVERY (1996)
 MD1241
 MD1241'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0994 ***********************************************************************
 LB0994  DESIGNATION -  Q 146
 LB0994  PID         -  LB0994
 LB0994  STATE/COUNTY-  IN/CARROLL
 LB0994  COUNTRY     -  US
 LB0994  USGS QUAD   -  FLORA (2019)
 LB0994
 LB0994                         *CURRENT SURVEY CONTROL
 LB0994  ______________________________________________________________________
 LB0994* NAD 83(1986) POSITION- 40 36 19.     (N) 086 35 16.     (W)   SCALED
 LB0994* NAVD 88 ORTHO HEIGHT -   201.187 (meters)      660.06  (feet) ADJUSTED
 LB0994  ______________________________________________________________________
 LB0994  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 LB0994  DYNAMIC HEIGHT  -        201.089 (meters)      659.74  (feet) COMP
 LB0994  MODELED GRAVITY -    980,136.2   (mgal)                       NAVD 88
 LB0994
 LB0994  VERT ORDER      -  SECOND    CLASS 0
 LB0994
 LB0994.The horizontal coordinates were scaled from a map and have
 LB0994.an estimated accuracy of +/- 6 seconds.
 LB0994
 LB0994.The orthometric height was determined by differential leveling and
 LB0994.adjusted by the NATIONAL GEODETIC SURVEY
 LB0994.in June 1991.
 LB0994
 LB0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0994.GEOID18 height accuracy estimate available here.
 LB0994
 LB0994.Click photographs - Photos may exist for this station.
 LB0994
 LB0994.The dynamic height is computed by dividing the NAVD 88
 LB0994.geopotential number by the normal gravity value computed on the
 LB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0994.degrees latitude (g = 980.6199 gals.).
 LB0994
 LB0994.The modeled gravity was interpolated from observed gravity values.
 LB0994
 LB0994;                    North         East    Units  Estimated Accuracy
 LB0994;SPC IN W     -   594,840.      941,940.      MT  (+/- 180 meters Scaled)
 LB0994
 LB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK348950(NAD 83)
 LB0994
 LB0994                          SUPERSEDED SURVEY CONTROL
 LB0994
 LB0994  NGVD 29 (??/??/92)  201.299  (m)          660.43   (f) ADJ UNCH    2 0
 LB0994
 LB0994.Superseded values are not recommended for survey control.
 LB0994
 LB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0994.See file dsdata.pdf to determine how the superseded data were derived.
 LB0994
 LB0994_MARKER: DB = BENCH MARK DISK
 LB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0994_STAMPING: Q 146 1946
 LB0994_MARK LOGO: CGS
 LB0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0994+STABILITY: SURFACE MOTION
 LB0994
 LB0994  HISTORY     - Date     Condition        Report By
 LB0994  HISTORY     - 1946     MONUMENTED       CGS
 LB0994
 LB0994                          STATION DESCRIPTION
 LB0994
 LB0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0994'2.6 MI W FROM CAMDEN.
 LB0994'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 218 FROM THE CAMDEN
 LB0994'STATE BANK BUILDING AT CAMDEN, 40 FEET NORTH OF THE CENTER LINE
 LB0994'OF THE HIGHWAY, 43 FEEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 LB0994'TO THE ANDREW WISE FARM HOUSE, ABOUT 45 YARDS SOUTHEAST OF THE
 LB0994'HOUSE, 32.5 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF THE
 LB0994'NORTH RIGHT-OF-WAY FENCE LINE, AND ABOUT 2 FEET ABOVE HIGHWAY
 LB0994'LEVEL.  A STANDARD DISK, STAMPED Q 146 1946 AND SET IN THE TOP
 LB0994'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1038 ***********************************************************************
 LB1038  DESIGNATION -  Q 147
 LB1038  PID         -  LB1038
 LB1038  STATE/COUNTY-  IN/CARROLL
 LB1038  COUNTRY     -  US
 LB1038  USGS QUAD   -  DELPHI (2019)
 LB1038
 LB1038                         *CURRENT SURVEY CONTROL
 LB1038  ______________________________________________________________________
 LB1038* NAD 83(1986) POSITION- 40 37 24.     (N) 086 44 02.     (W)   SCALED
 LB1038* NAVD 88 ORTHO HEIGHT -   200.362 (meters)      657.35  (feet) ADJUSTED
 LB1038  ______________________________________________________________________
 LB1038  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LB1038  DYNAMIC HEIGHT  -        200.266 (meters)      657.04  (feet) COMP
 LB1038  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB1038
 LB1038  VERT ORDER      -  SECOND    CLASS 0
 LB1038
 LB1038.The horizontal coordinates were scaled from a map and have
 LB1038.an estimated accuracy of +/- 6 seconds.
 LB1038
 LB1038.The orthometric height was determined by differential leveling and
 LB1038.adjusted by the NATIONAL GEODETIC SURVEY
 LB1038.in June 1991.
 LB1038
 LB1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1038.GEOID18 height accuracy estimate available here.
 LB1038
 LB1038.Click photographs - Photos may exist for this station.
 LB1038
 LB1038.The dynamic height is computed by dividing the NAVD 88
 LB1038.geopotential number by the normal gravity value computed on the
 LB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1038.degrees latitude (g = 980.6199 gals.).
 LB1038
 LB1038.The modeled gravity was interpolated from observed gravity values.
 LB1038
 LB1038;                    North         East    Units  Estimated Accuracy
 LB1038;SPC IN W     -   596,790.      929,570.      MT  (+/- 180 meters Scaled)
 LB1038
 LB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK225969(NAD 83)
 LB1038
 LB1038                          SUPERSEDED SURVEY CONTROL
 LB1038
 LB1038  NGVD 29 (??/??/92)  200.469  (m)          657.71   (f) ADJ UNCH    2 0
 LB1038
 LB1038.Superseded values are not recommended for survey control.
 LB1038
 LB1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1038.See file dsdata.pdf to determine how the superseded data were derived.
 LB1038
 LB1038_MARKER: DB = BENCH MARK DISK
 LB1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1038_STAMPING: Q 147 1946
 LB1038_MARK LOGO: CGS
 LB1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1038+STABILITY: SURFACE MOTION
 LB1038
 LB1038  HISTORY     - Date     Condition        Report By
 LB1038  HISTORY     - 1946     MONUMENTED       CGS
 LB1038
 LB1038                          STATION DESCRIPTION
 LB1038
 LB1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1038'5.2 MI NW FROM DELPHI.
 LB1038'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1038'COURT HOUSE AT DELPHI, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB1038'WEST, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 LB1038'SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 1 FOOT EAST OF A
 LB1038'FENCE LINE, 3 1/2 FEET SOUTH OF A FENCE CORNER AND ABOUT 2 1/2
 LB1038'FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Q 147 1946
 LB1038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB1038'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0965 ***********************************************************************
 ME0965  DESIGNATION -  Q 149
 ME0965  PID         -  ME0965
 ME0965  STATE/COUNTY-  IN/PORTER
 ME0965  COUNTRY     -  US
 ME0965  USGS QUAD   -  PORTAGE (2019)
 ME0965
 ME0965                         *CURRENT SURVEY CONTROL
 ME0965  ______________________________________________________________________
 ME0965* NAD 83(1986) POSITION- 41 30 41.     (N) 087 10 46.     (W)   SCALED
 ME0965* NAVD 88 ORTHO HEIGHT -   203.151 (meters)      666.50  (feet) ADJUSTED
 ME0965  ______________________________________________________________________
 ME0965  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME0965  DYNAMIC HEIGHT  -        203.072 (meters)      666.25  (feet) COMP
 ME0965  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 ME0965
 ME0965  VERT ORDER      -  FIRST     CLASS I
 ME0965
 ME0965.The horizontal coordinates were scaled from a map and have
 ME0965.an estimated accuracy of +/- 6 seconds.
 ME0965
 ME0965.The orthometric height was determined by differential leveling and
 ME0965.adjusted by the NATIONAL GEODETIC SURVEY
 ME0965.in June 1991.
 ME0965
 ME0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0965.GEOID18 height accuracy estimate available here.
 ME0965
 ME0965.Click photographs - Photos may exist for this station.
 ME0965
 ME0965.The dynamic height is computed by dividing the NAVD 88
 ME0965.geopotential number by the normal gravity value computed on the
 ME0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0965.degrees latitude (g = 980.6199 gals.).
 ME0965
 ME0965.The modeled gravity was interpolated from observed gravity values.
 ME0965
 ME0965;                    North         East    Units  Estimated Accuracy
 ME0965;SPC IN W     -   695,360.      891,980.      MT  (+/- 180 meters Scaled)
 ME0965
 ME0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL850955(NAD 83)
 ME0965
 ME0965                          SUPERSEDED SURVEY CONTROL
 ME0965
 ME0965  NGVD 29 (??/??/92)  203.240  (m)          666.80   (f) ADJ UNCH    1 1
 ME0965
 ME0965.Superseded values are not recommended for survey control.
 ME0965
 ME0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0965.See file dsdata.pdf to determine how the superseded data were derived.
 ME0965
 ME0965_MARKER: DB = BENCH MARK DISK
 ME0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0965_STAMPING: Q 149 1946
 ME0965_MARK LOGO: CGS
 ME0965_PROJECTION: FLUSH
 ME0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0965+STABILITY: SURFACE MOTION
 ME0965
 ME0965  HISTORY     - Date     Condition        Report By
 ME0965  HISTORY     - 1946     MONUMENTED       CGS
 ME0965  HISTORY     - 1968     GOOD             CGS
 ME0965  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0965
 ME0965                          STATION DESCRIPTION
 ME0965
 ME0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0965'AT WHEELER.
 ME0965'AT WHEELER, ALONG THE PENN CENTRAL RAILROAD, NEAR THE CROSSING
 ME0965'OF PARK AVENUE, 72 FEET SOUTH OF THE SOUTH CORNER OF THE PORTER
 ME0965'COUNTY FARM BUREAU CO-OP BUILDING, 24 FEET NORTHWEST OF THE
 ME0965'CENTER LINE OF PARK AVENUE, 15 FEET NORTHEAST OF THE NORTHEAST
 ME0965'RAIL OF THE NORTHEAST TRACK, 8 FEET NORTHWEST OF AN IRON CROSSING
 ME0965'WARNING SIGN, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 ME0965'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME0965'POST FLUSH WITH THE GROUND.  SEC 1, T 35 N, R 7 W.
 ME0965
 ME0965                          STATION RECOVERY (1978)
 ME0965
 ME0965'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0965'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0072 ***********************************************************************
 ME0072  DESIGNATION -  Q 15
 ME0072  PID         -  ME0072
 ME0072  STATE/COUNTY-  IN/ST JOSEPH
 ME0072  COUNTRY     -  US
 ME0072  USGS QUAD   -  EDWARDSBURG (2017)
 ME0072
 ME0072                         *CURRENT SURVEY CONTROL
 ME0072  ______________________________________________________________________
 ME0072* NAD 83(1986) POSITION- 41 45 19.3    (N) 086 06 51.2    (W)   HD_HELD2
 ME0072* NAVD 88 ORTHO HEIGHT -   246.016 (meters)      807.14  (feet) ADJUSTED
 ME0072  ______________________________________________________________________
 ME0072  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 ME0072  DYNAMIC HEIGHT  -        245.923 (meters)      806.83  (feet) COMP
 ME0072  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 ME0072
 ME0072  VERT ORDER      -  FIRST     CLASS II
 ME0072
 ME0072.The horizontal coordinates were established by autonomous hand held GPS
 ME0072.observations and have an estimated accuracy of +/- 10 meters.
 ME0072
 ME0072.The orthometric height was determined by differential leveling and
 ME0072.adjusted by the NATIONAL GEODETIC SURVEY
 ME0072.in June 1991.
 ME0072
 ME0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0072.GEOID18 height accuracy estimate available here.
 ME0072
 ME0072.Click photographs - Photos may exist for this station.
 ME0072
 ME0072.The dynamic height is computed by dividing the NAVD 88
 ME0072.geopotential number by the normal gravity value computed on the
 ME0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0072.degrees latitude (g = 980.6199 gals.).
 ME0072
 ME0072.The modeled gravity was interpolated from observed gravity values.
 ME0072
 ME0072;                    North         East    Units  Estimated Accuracy
 ME0072;SPC IN E     -   722,544.       62,779.      MT  (+/- 10 meters HH2 GPS)
 ME0072
 ME0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7363822993(NAD 83)
 ME0072
 ME0072                          SUPERSEDED SURVEY CONTROL
 ME0072
 ME0072  NGVD 29 (??/??/92)  246.145  (m)          807.56   (f) ADJ UNCH    1 2
 ME0072
 ME0072.Superseded values are not recommended for survey control.
 ME0072
 ME0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0072.See file dsdata.pdf to determine how the superseded data were derived.
 ME0072
 ME0072_MARKER: DB = BENCH MARK DISK
 ME0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0072_STAMPING: 807.561 Q 15 1930
 ME0072_MARK LOGO: CGS
 ME0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0072+STABILITY: SURFACE MOTION
 ME0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0072+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 ME0072
 ME0072  HISTORY     - Date     Condition        Report By
 ME0072  HISTORY     - 1930     MONUMENTED       CGS
 ME0072  HISTORY     - 1974     GOOD             NGS
 ME0072  HISTORY     - 20020919 GOOD             INDIV
 ME0072  HISTORY     - 20061229 MARK NOT FOUND   INDIV
 ME0072  HISTORY     - 20230216 GOOD             BFSINC
 ME0072
 ME0072                          STATION DESCRIPTION
 ME0072
 ME0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ME0072'AT GRANGER.
 ME0072'AT GRANGER, ST. JOSEPH COUNTY, 3 RAILS NORTH OF THE CROSSING OF
 ME0072'THE GRAND TRUNK WESTERN RAILROAD AND THE CLEVELAND, CINCINNATI,
 ME0072'CHICAGO AND ST. LOUIS RAILWAY, 41 FEET NORTH OF THE NORTH END OF
 ME0072'THE GRANGER STATION, AND 28.5 FEET EAST OF THE EAST RAIL OF THE
 ME0072'EAST TRACK OF THE GRAND TRUNK WESTERN RAILROAD.  A STANDARD DISK,
 ME0072'STAMPED 807.561 Q 15 1930 AND SET IN THE TOP OF A CONCRETE POST
 ME0072'PROJECTING 5 INCHES ABOVE GROUND.
 ME0072
 ME0072                          STATION RECOVERY (1974)
 ME0072
 ME0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME0072'RECOVERED IN GOOD CONDITION.
 ME0072
 ME0072                          STATION RECOVERY (2002)
 ME0072
 ME0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AWB)
 ME0072'41 FEET NORTH OF THE NORTH END OF THE GRANGER STATION RUINS, NORTH OF
 ME0072'STATE ROAD 23.
 ME0072
 ME0072                          STATION RECOVERY (2006)
 ME0072
 ME0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0072'MARK APPEARS TO BE ON THE GROUNDS OF UNIVERSAL FOREST PRODUCTS, AND
 ME0072'APPEARS TO HAVE BEEN REMOVED DURING CONSTRUCTION.  NO TRACE OF GRANGER
 ME0072'TRAIN STATION COULD BE FOUND.
 ME0072
 ME0072                          STATION RECOVERY (2023)
 ME0072
 ME0072'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2023 (GG)
 ME0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0542 ***********************************************************************
 ME0542  DESIGNATION -  Q 150
 ME0542  PID         -  ME0542
 ME0542  STATE/COUNTY-  IN/LA PORTE
 ME0542  COUNTRY     -  US
 ME0542  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0542
 ME0542                         *CURRENT SURVEY CONTROL
 ME0542  ______________________________________________________________________
 ME0542* NAD 83(1986) POSITION- 41 24 16.     (N) 086 43 53.     (W)   SCALED
 ME0542* NAVD 88 ORTHO HEIGHT -   207.994 (meters)      682.39  (feet) ADJUSTED
 ME0542  ______________________________________________________________________
 ME0542  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 ME0542  DYNAMIC HEIGHT  -        207.910 (meters)      682.12  (feet) COMP
 ME0542  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 ME0542
 ME0542  VERT ORDER      -  FIRST     CLASS I
 ME0542
 ME0542.The horizontal coordinates were scaled from a map and have
 ME0542.an estimated accuracy of +/- 6 seconds.
 ME0542
 ME0542.The orthometric height was determined by differential leveling and
 ME0542.adjusted by the NATIONAL GEODETIC SURVEY
 ME0542.in June 1991.
 ME0542
 ME0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0542.GEOID18 height accuracy estimate available here.
 ME0542
 ME0542.Click photographs - Photos may exist for this station.
 ME0542
 ME0542.The dynamic height is computed by dividing the NAVD 88
 ME0542.geopotential number by the normal gravity value computed on the
 ME0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0542.degrees latitude (g = 980.6199 gals.).
 ME0542
 ME0542.The modeled gravity was interpolated from observed gravity values.
 ME0542
 ME0542;                    North         East    Units  Estimated Accuracy
 ME0542;SPC IN W     -   683,530.      929,430.      MT  (+/- 180 meters Scaled)
 ME0542
 ME0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL224836(NAD 83)
 ME0542
 ME0542                          SUPERSEDED SURVEY CONTROL
 ME0542
 ME0542  NGVD 29 (??/??/92)  208.095  (m)          682.73   (f) ADJ UNCH    1 1
 ME0542
 ME0542.Superseded values are not recommended for survey control.
 ME0542
 ME0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0542.See file dsdata.pdf to determine how the superseded data were derived.
 ME0542
 ME0542_MARKER: DB = BENCH MARK DISK
 ME0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0542_STAMPING: Q 150 1946
 ME0542_MARK LOGO: CGS
 ME0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0542+STABILITY: SURFACE MOTION
 ME0542
 ME0542  HISTORY     - Date     Condition        Report By
 ME0542  HISTORY     - 1946     MONUMENTED       CGS
 ME0542  HISTORY     - 1968     GOOD             CGS
 ME0542  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0542
 ME0542                          STATION DESCRIPTION
 ME0542
 ME0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0542'2.6 MI E FROM HANNA.
 ME0542'ABOUT 2.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0542'CROSSING OF THOMPSON STREET AT HANNA, 25 FEET NORTH OF THE NORTH
 ME0542'RAIL OF THE WESTBOUND TRACK, 72 FEET SOUTH OF THE CENTER LINE OF
 ME0542'THE EASTBOUND LANE OF U.S. HIGHWAY 30, 16 1/2 FEET NORTH OF
 ME0542'MILEPOST 406, 1.1 FEET EAST OF A METAL WITNESS POST, 2 FEET
 ME0542'BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 ME0542'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 11, T 34 N,
 ME0542'R 3 W.
 ME0542
 ME0542                          STATION RECOVERY (1992)
 ME0542
 ME0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0542'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1337 ***********************************************************************
 ME1337  DESIGNATION -  Q 151
 ME1337  PID         -  ME1337
 ME1337  STATE/COUNTY-  IN/PORTER
 ME1337  COUNTRY     -  US
 ME1337  USGS QUAD   -  VALPARAISO (2019)
 ME1337
 ME1337                         *CURRENT SURVEY CONTROL
 ME1337  ______________________________________________________________________
 ME1337* NAD 83(1986) POSITION- 41 29 35.     (N) 087 02 58.     (W)   SCALED
 ME1337* NAVD 88 ORTHO HEIGHT -   250.343 (meters)      821.33  (feet) ADJUSTED
 ME1337  ______________________________________________________________________
 ME1337  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME1337  DYNAMIC HEIGHT  -        250.245 (meters)      821.01  (feet) COMP
 ME1337  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 ME1337
 ME1337  VERT ORDER      -  SECOND    CLASS 0
 ME1337
 ME1337.The horizontal coordinates were scaled from a map and have
 ME1337.an estimated accuracy of +/- 6 seconds.
 ME1337
 ME1337.The orthometric height was determined by differential leveling and
 ME1337.adjusted by the NATIONAL GEODETIC SURVEY
 ME1337.in June 1991.
 ME1337
 ME1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1337.GEOID18 height accuracy estimate available here.
 ME1337
 ME1337.Click photographs - Photos may exist for this station.
 ME1337
 ME1337.The dynamic height is computed by dividing the NAVD 88
 ME1337.geopotential number by the normal gravity value computed on the
 ME1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1337.degrees latitude (g = 980.6199 gals.).
 ME1337
 ME1337.The modeled gravity was interpolated from observed gravity values.
 ME1337
 ME1337;                    North         East    Units  Estimated Accuracy
 ME1337;SPC IN W     -   693,320.      902,830.      MT  (+/- 180 meters Scaled)
 ME1337
 ME1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL958934(NAD 83)
 ME1337
 ME1337                          SUPERSEDED SURVEY CONTROL
 ME1337
 ME1337  NGVD 29 (??/??/92)  250.435  (m)          821.64   (f) ADJ UNCH    2 0
 ME1337
 ME1337.Superseded values are not recommended for survey control.
 ME1337
 ME1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1337.See file dsdata.pdf to determine how the superseded data were derived.
 ME1337
 ME1337_MARKER: DB = BENCH MARK DISK
 ME1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1337_STAMPING: Q 151 1946
 ME1337_MARK LOGO: CGS
 ME1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1337+STABILITY: SURFACE MOTION
 ME1337
 ME1337  HISTORY     - Date     Condition        Report By
 ME1337  HISTORY     - 1946     MONUMENTED       CGS
 ME1337  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1337
 ME1337                          STATION DESCRIPTION
 ME1337
 ME1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1337'1.3 MI N FROM VALPARAISO.
 ME1337'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE GRAND TRUNK
 ME1337'WESTERN RAILROAD AT VALPARAISO, PORTER COUNTY, THENCE ABOUT 0.2
 ME1337'MILE WEST ALONG THE ENTRANCE ROAD TO URSCHEL FIELD (VALPARAISO
 ME1337'AIRPORT), NEAR THE SOUTHEAST CORNER AT THE EAST END OF THE FIELD,
 ME1337'70 FEET NORTH OF THE NORTHWEST CORNER OF A 1-STORY FRAME DWELLING
 ME1337'AT THE WEST END OF THE ENTRANCE ROAD, 58 FEET WEST OF THE
 ME1337'SOUTHEAST CORNER OF THE AERO CLUB HANGAR, 7.0 SOUTH OF THE
 ME1337'SOUTHWEST CORNER, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 ME1337'POST.  A BRONZE DISK, STAMPED Q 151 1946 AND SET IN THE TOP OF A
 ME1337'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ME1337
 ME1337                          STATION RECOVERY (1990)
 ME1337
 ME1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0905 ***********************************************************************
 ME0905  DESIGNATION -  Q 152
 ME0905  PID         -  ME0905
 ME0905  STATE/COUNTY-  IN/LA PORTE
 ME0905  COUNTRY     -  US
 ME0905  USGS QUAD   -  LAPORTE EAST (2019)
 ME0905
 ME0905                         *CURRENT SURVEY CONTROL
 ME0905  ______________________________________________________________________
 ME0905* NAD 83(1986) POSITION- 41 36 47.13   (N) 086 43 23.79   (W)   HD_HELD1
 ME0905* NAVD 88 ORTHO HEIGHT -   249.023 (meters)      817.00  (feet) ADJUSTED
 ME0905  ______________________________________________________________________
 ME0905  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 ME0905  DYNAMIC HEIGHT  -        248.926 (meters)      816.68  (feet) COMP
 ME0905  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 ME0905
 ME0905  VERT ORDER      -  SECOND    CLASS 0
 ME0905
 ME0905.The horizontal coordinates were determined by differentially corrected
 ME0905.hand held GPS observations or other comparable positioning techniques
 ME0905.and have an estimated accuracy of +/- 3 meters.
 ME0905
 ME0905.The orthometric height was determined by differential leveling and
 ME0905.adjusted by the NATIONAL GEODETIC SURVEY
 ME0905.in June 1991.
 ME0905
 ME0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0905.GEOID18 height accuracy estimate available here.
 ME0905
 ME0905.Click photographs - Photos may exist for this station.
 ME0905
 ME0905.The dynamic height is computed by dividing the NAVD 88
 ME0905.geopotential number by the normal gravity value computed on the
 ME0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0905.degrees latitude (g = 980.6199 gals.).
 ME0905
 ME0905.The modeled gravity was interpolated from observed gravity values.
 ME0905
 ME0905;                    North         East    Units  Estimated Accuracy
 ME0905;SPC IN W     -   706,708.4     930,010.2     MT  (+/- 3 meters HH1 GPS) 
 ME0905
 ME0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2305606856(NAD 83)
 ME0905
 ME0905                          SUPERSEDED SURVEY CONTROL
 ME0905
 ME0905  NGVD 29 (??/??/92)  249.124  (m)          817.33   (f) ADJ UNCH    2 0
 ME0905
 ME0905.Superseded values are not recommended for survey control.
 ME0905
 ME0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0905.See file dsdata.pdf to determine how the superseded data were derived.
 ME0905
 ME0905_MARKER: DB = BENCH MARK DISK
 ME0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0905_SP_SET: BUILDING
 ME0905_STAMPING: Q 152 1946
 ME0905_MARK LOGO: CGS
 ME0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0905+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 ME0905
 ME0905  HISTORY     - Date     Condition        Report By
 ME0905  HISTORY     - 1946     MONUMENTED       CGS
 ME0905  HISTORY     - 1976     GOOD             LOCSUR
 ME0905  HISTORY     - 1987     GOOD             LOCSUR
 ME0905  HISTORY     - 20020709 GOOD             INDIV
 ME0905  HISTORY     - 20130322 GOOD             INDOT
 ME0905  HISTORY     - 20210708 GOOD             LFA
 ME0905  HISTORY     - 20230228 GOOD             LFA
 ME0905
 ME0905                          STATION DESCRIPTION
 ME0905
 ME0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0905'AT LA PORTE.
 ME0905'AT LA PORTE, LA PORTE COUNTY, IN THE NORTH BRICK WALL OF THE
 ME0905'NEW YORK CENTRAL RAILROAD STATION, 1.4 FEET WEST OF THE NORTHEAST
 ME0905'CORNER, 29 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, AND
 ME0905'2.7 FEET ABOVE THE STATION PLATFORM.  A BRONZE DISK, STAMPED
 ME0905'Q 152 1946 AND SET VERTICALLY.
 ME0905
 ME0905                          STATION RECOVERY (1976)
 ME0905
 ME0905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME0905'RECOVERED IN GOOD CONDITION.
 ME0905
 ME0905                          STATION RECOVERY (1987)
 ME0905
 ME0905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (NB)
 ME0905'RECOVERED IN GOOD CONDITION.
 ME0905
 ME0905                          STATION RECOVERY (2002)
 ME0905
 ME0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DT)
 ME0905'RECOVERED IN GOOD CONDITION.
 ME0905
 ME0905                          STATION RECOVERY (2013)
 ME0905
 ME0905'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0905'RECOVERED IN GOOD CONDITION.
 ME0905
 ME0905                          STATION RECOVERY (2021)
 ME0905
 ME0905'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2021 (SW)
 ME0905'RECOVERED IN GOOD CONDITION.
 ME0905
 ME0905                          STATION RECOVERY (2023)
 ME0905
 ME0905'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 ME0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0698 ***********************************************************************
 ME0698  DESIGNATION -  Q 153
 ME0698  PID         -  ME0698
 ME0698  STATE/COUNTY-  IN/STARKE
 ME0698  COUNTRY     -  US
 ME0698  USGS QUAD   -  HAMLET (2019)
 ME0698
 ME0698                         *CURRENT SURVEY CONTROL
 ME0698  ______________________________________________________________________
 ME0698* NAD 83(1986) POSITION- 41 23 22.     (N) 086 34 19.     (W)   SCALED
 ME0698* NAVD 88 ORTHO HEIGHT -   211.120 (meters)      692.65  (feet) ADJUSTED
 ME0698  ______________________________________________________________________
 ME0698  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0698  DYNAMIC HEIGHT  -        211.035 (meters)      692.37  (feet) COMP
 ME0698  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0698
 ME0698  VERT ORDER      -  FIRST     CLASS II
 ME0698
 ME0698.The horizontal coordinates were scaled from a map and have
 ME0698.an estimated accuracy of +/- 6 seconds.
 ME0698
 ME0698.The orthometric height was determined by differential leveling and
 ME0698.adjusted by the NATIONAL GEODETIC SURVEY
 ME0698.in June 1991.
 ME0698
 ME0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0698.GEOID18 height accuracy estimate available here.
 ME0698
 ME0698.Click photographs - Photos may exist for this station.
 ME0698
 ME0698.The dynamic height is computed by dividing the NAVD 88
 ME0698.geopotential number by the normal gravity value computed on the
 ME0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0698.degrees latitude (g = 980.6199 gals.).
 ME0698
 ME0698.The modeled gravity was interpolated from observed gravity values.
 ME0698
 ME0698;                    North         East    Units  Estimated Accuracy
 ME0698;SPC IN W     -   681,930.      942,770.      MT  (+/- 180 meters Scaled)
 ME0698
 ME0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL357820(NAD 83)
 ME0698
 ME0698                          SUPERSEDED SURVEY CONTROL
 ME0698
 ME0698  NGVD 29 (??/??/92)  211.221  (m)          692.98   (f) ADJ UNCH    1 2
 ME0698
 ME0698.Superseded values are not recommended for survey control.
 ME0698
 ME0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0698.See file dsdata.pdf to determine how the superseded data were derived.
 ME0698
 ME0698_MARKER: DB = BENCH MARK DISK
 ME0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0698_STAMPING: Q 153 1946
 ME0698_MARK LOGO: CGS
 ME0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0698+STABILITY: SURFACE MOTION
 ME0698
 ME0698  HISTORY     - Date     Condition        Report By
 ME0698  HISTORY     - 1946     MONUMENTED       CGS
 ME0698
 ME0698                          STATION DESCRIPTION
 ME0698
 ME0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0698'0.6 MI NE FROM HAMLET.
 ME0698'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 ME0698'FROM THE STATION AT HAMLET, STARKE COUNTY, ABOUT 2 RAILS
 ME0698'NORTHEAST OF WOODEN BRIDGE 26.66, AT A GRAVEL-ROAD CROSSING,
 ME0698'42 FEET NORTHWEST OF THE NORTHWEST RAIL, 24 FEET NORTHEAST OF THE
 ME0698'CENTER LINE OF THE ROAD, 13.5 FEET EAST OF A FENCE CORNER, 3.0
 ME0698'FEET SOUTHWEST OF POLE 26/30, 8.0 FEET SOUTHEAST OF THE FENCE, 1.5
 ME0698'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 ME0698'LOWER THAN THE TRACK.  A BRONZE DISK, STAMPED Q 153 1946 AND
 ME0698'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 ME0698'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0883 ***********************************************************************
 ME0883  DESIGNATION -  Q 155
 ME0883  PID         -  ME0883
 ME0883  STATE/COUNTY-  IN/LA PORTE
 ME0883  COUNTRY     -  US
 ME0883  USGS QUAD   -  NEW CARLISLE (2019)
 ME0883
 ME0883                         *CURRENT SURVEY CONTROL
 ME0883  ______________________________________________________________________
 ME0883* NAD 83(1986) POSITION- 41 38 32.     (N) 086 30 25.     (W)   SCALED
 ME0883* NAVD 88 ORTHO HEIGHT -   224.113 (meters)      735.28  (feet) ADJUSTED
 ME0883  ______________________________________________________________________
 ME0883  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME0883  DYNAMIC HEIGHT  -        224.026 (meters)      734.99  (feet) COMP
 ME0883  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 ME0883
 ME0883  VERT ORDER      -  SECOND    CLASS 0
 ME0883
 ME0883.The horizontal coordinates were scaled from a map and have
 ME0883.an estimated accuracy of +/- 6 seconds.
 ME0883
 ME0883.The orthometric height was determined by differential leveling and
 ME0883.adjusted by the NATIONAL GEODETIC SURVEY
 ME0883.in June 1991.
 ME0883
 ME0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0883.GEOID18 height accuracy estimate available here.
 ME0883
 ME0883.Click photographs - Photos may exist for this station.
 ME0883
 ME0883.The dynamic height is computed by dividing the NAVD 88
 ME0883.geopotential number by the normal gravity value computed on the
 ME0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0883.degrees latitude (g = 980.6199 gals.).
 ME0883
 ME0883.The modeled gravity was interpolated from observed gravity values.
 ME0883
 ME0883;                    North         East    Units  Estimated Accuracy
 ME0883;SPC IN W     -   710,040.      948,020.      MT  (+/- 180 meters Scaled)
 ME0883
 ME0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410101(NAD 83)
 ME0883
 ME0883                          SUPERSEDED SURVEY CONTROL
 ME0883
 ME0883  NGVD 29 (??/??/92)  224.217  (m)          735.62   (f) ADJ UNCH    2 0
 ME0883
 ME0883.Superseded values are not recommended for survey control.
 ME0883
 ME0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0883.See file dsdata.pdf to determine how the superseded data were derived.
 ME0883
 ME0883_MARKER: DB = BENCH MARK DISK
 ME0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0883_STAMPING: Q 155 1946
 ME0883_MARK LOGO: CGS
 ME0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0883+STABILITY: SURFACE MOTION
 ME0883
 ME0883  HISTORY     - Date     Condition        Report By
 ME0883  HISTORY     - 1946     MONUMENTED       CGS
 ME0883  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0883
 ME0883                          STATION DESCRIPTION
 ME0883
 ME0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0883'4.4 MI S FROM NEW CARLISLE.
 ME0883'ABOUT 4.4 MILES SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0883'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, ABOUT 0.55 MILE SOUTH
 ME0883'OF THE ST. JOSEPH-LA PORTE COUNTY LINE, AT A CROSS ROAD, SET
 ME0883'IN THE SOUTHEAST QUARTER OF THE INTERSECTION, 23 FEET SOUTH OF
 ME0883'THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET EAST OF THE
 ME0883'CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET SOUTH OF A FENCE
 ME0883'CORNER AND GATE POST, 1 FOOT WEST OF A FENCE LINE, ABOUT 0.5 FOOT
 ME0883'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0883'5 INCHES.
 ME0883
 ME0883                          STATION RECOVERY (1989)
 ME0883
 ME0883'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1398 ***********************************************************************
 ME1398  DESIGNATION -  Q 156
 ME1398  PID         -  ME1398
 ME1398  STATE/COUNTY-  IN/JASPER
 ME1398  COUNTRY     -  US
 ME1398  USGS QUAD   -  GIFFORD (2019)
 ME1398
 ME1398                         *CURRENT SURVEY CONTROL
 ME1398  ______________________________________________________________________
 ME1398* NAD 83(1986) POSITION- 41 02 45.     (N) 087 02 03.     (W)   SCALED
 ME1398* NAVD 88 ORTHO HEIGHT -   208.011 (meters)      682.45  (feet) ADJUSTED
 ME1398  ______________________________________________________________________
 ME1398  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 ME1398  DYNAMIC HEIGHT  -        207.921 (meters)      682.15  (feet) COMP
 ME1398  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 ME1398
 ME1398  VERT ORDER      -  SECOND    CLASS 0
 ME1398
 ME1398.The horizontal coordinates were scaled from a map and have
 ME1398.an estimated accuracy of +/- 6 seconds.
 ME1398
 ME1398.The orthometric height was determined by differential leveling and
 ME1398.adjusted by the NATIONAL GEODETIC SURVEY
 ME1398.in June 1991.
 ME1398
 ME1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1398.GEOID18 height accuracy estimate available here.
 ME1398
 ME1398.Click photographs - Photos may exist for this station.
 ME1398
 ME1398.The dynamic height is computed by dividing the NAVD 88
 ME1398.geopotential number by the normal gravity value computed on the
 ME1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1398.degrees latitude (g = 980.6199 gals.).
 ME1398
 ME1398.The modeled gravity was interpolated from observed gravity values.
 ME1398
 ME1398;                    North         East    Units  Estimated Accuracy
 ME1398;SPC IN W     -   643,650.      904,130.      MT  (+/- 180 meters Scaled)
 ME1398
 ME1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971438(NAD 83)
 ME1398
 ME1398                          SUPERSEDED SURVEY CONTROL
 ME1398
 ME1398  NGVD 29 (??/??/92)  208.104  (m)          682.75   (f) ADJ UNCH    2 0
 ME1398
 ME1398.Superseded values are not recommended for survey control.
 ME1398
 ME1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1398.See file dsdata.pdf to determine how the superseded data were derived.
 ME1398
 ME1398_MARKER: DB = BENCH MARK DISK
 ME1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1398_STAMPING: Q 156 1946
 ME1398_MARK LOGO: CGS
 ME1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1398+STABILITY: SURFACE MOTION
 ME1398
 ME1398  HISTORY     - Date     Condition        Report By
 ME1398  HISTORY     - 1946     MONUMENTED       CGS
 ME1398  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1398
 ME1398                          STATION DESCRIPTION
 ME1398
 ME1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1398'AT NEWLAND.
 ME1398'AT NEWLAND, AT THE CROSS ROADS, ABOUT 295 FEET EAST OF THE
 ME1398'NORTHEAST CORNER OF THE CAVENDISH STORE BUILDING, 77 FEET SOUTH
 ME1398'OF THE CENTER LINE OF THE EAST-WEST ROAD, 41 FEET WEST OF THE
 ME1398'CENTER LINE OF THE ROAD LEADING SOUTH, 20.5 FEET WEST OF A
 ME1398'FENCE CORNER, 2.0 FEET NORTH OF A WIRE FENCE LINE, ABOUT LEVEL
 ME1398'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1398'ABOUT 3 INCHES.
 ME1398
 ME1398                          STATION RECOVERY (1968)
 ME1398
 ME1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1418 ***********************************************************************
 ME1418  DESIGNATION -  Q 157
 ME1418  PID         -  ME1418
 ME1418  STATE/COUNTY-  IN/JASPER
 ME1418  COUNTRY     -  US
 ME1418  USGS QUAD   -  PARR (2019)
 ME1418
 ME1418                         *CURRENT SURVEY CONTROL
 ME1418  ______________________________________________________________________
 ME1418* NAD 83(1986) POSITION- 41 01 37.     (N) 087 13 05.     (W)   SCALED
 ME1418* NAVD 88 ORTHO HEIGHT -   212.412 (meters)      696.89  (feet) ADJUSTED
 ME1418  ______________________________________________________________________
 ME1418  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 ME1418  DYNAMIC HEIGHT  -        212.321 (meters)      696.59  (feet) COMP
 ME1418  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 ME1418
 ME1418  VERT ORDER      -  SECOND    CLASS 0
 ME1418
 ME1418.The horizontal coordinates were scaled from a map and have
 ME1418.an estimated accuracy of +/- 6 seconds.
 ME1418
 ME1418.The orthometric height was determined by differential leveling and
 ME1418.adjusted by the NATIONAL GEODETIC SURVEY
 ME1418.in June 1991.
 ME1418
 ME1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1418.GEOID18 height accuracy estimate available here.
 ME1418
 ME1418.Click photographs - Photos may exist for this station.
 ME1418
 ME1418.The dynamic height is computed by dividing the NAVD 88
 ME1418.geopotential number by the normal gravity value computed on the
 ME1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1418.degrees latitude (g = 980.6199 gals.).
 ME1418
 ME1418.The modeled gravity was interpolated from observed gravity values.
 ME1418
 ME1418;                    North         East    Units  Estimated Accuracy
 ME1418;SPC IN W     -   641,560.      888,670.      MT  (+/- 180 meters Scaled)
 ME1418
 ME1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL816417(NAD 83)
 ME1418
 ME1418                          SUPERSEDED SURVEY CONTROL
 ME1418
 ME1418  NGVD 29 (??/??/92)  212.497  (m)          697.17   (f) ADJ UNCH    2 0
 ME1418
 ME1418.Superseded values are not recommended for survey control.
 ME1418
 ME1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1418.See file dsdata.pdf to determine how the superseded data were derived.
 ME1418
 ME1418_MARKER: DB = BENCH MARK DISK
 ME1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1418_STAMPING: Q 157 1946
 ME1418_MARK LOGO: CGS
 ME1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1418+STABILITY: SURFACE MOTION
 ME1418
 ME1418  HISTORY     - Date     Condition        Report By
 ME1418  HISTORY     - 1946     MONUMENTED       CGS
 ME1418  HISTORY     - 20080921 POOR             GEOCAC
 ME1418
 ME1418                          STATION DESCRIPTION
 ME1418
 ME1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1418'AT PARR.
 ME1418'AT PARR, IN THE SOUTHEAST QUARTER OF THE CROSS ROADS, 130 FEET
 ME1418'SOUTHEAST AND ACROSS THE INTERSECTION FROM THE SOUTHEAST CORNER
 ME1418'OF RANDOLPH GROCERY STORE AND POST OFFICE BUILDING, 36 FEET SOUTH
 ME1418'OF THE CENTER LINE OF STATE HIGHWAY 14, 65 FEET EAST OF THE CENTER
 ME1418'LINE OF THE ROAD LEADING SOUTH, 11.5 FEET EAST OF A FENCE CORNER,
 ME1418'1 FOOT NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT 1 1/2
 ME1418'FEET ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME1418'PROJECTING ABOUT 5 INCHES.
 ME1418
 ME1418                          STATION RECOVERY (2008)
 ME1418
 ME1418'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1418'DISK SHEARED OFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1065 ***********************************************************************
 MD1065  DESIGNATION -  Q 158
 MD1065  PID         -  MD1065
 MD1065  STATE/COUNTY-  IN/ELKHART
 MD1065  COUNTRY     -  US
 MD1065  USGS QUAD   -  MILFORD (2019)
 MD1065
 MD1065                         *CURRENT SURVEY CONTROL
 MD1065  ______________________________________________________________________
 MD1065* NAD 83(1986) POSITION- 41 26 57.     (N) 085 50 38.     (W)   SCALED
 MD1065* NAVD 88 ORTHO HEIGHT -   249.786 (meters)      819.51  (feet) ADJUSTED
 MD1065  ______________________________________________________________________
 MD1065  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 MD1065  DYNAMIC HEIGHT  -        249.688 (meters)      819.18  (feet) COMP
 MD1065  MODELED GRAVITY -    980,226.7   (mgal)                       NAVD 88
 MD1065
 MD1065  VERT ORDER      -  FIRST     CLASS II
 MD1065
 MD1065.The horizontal coordinates were scaled from a map and have
 MD1065.an estimated accuracy of +/- 6 seconds.
 MD1065
 MD1065.The orthometric height was determined by differential leveling and
 MD1065.adjusted by the NATIONAL GEODETIC SURVEY
 MD1065.in June 1991.
 MD1065
 MD1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1065.GEOID18 height accuracy estimate available here.
 MD1065
 MD1065.Click photographs - Photos may exist for this station.
 MD1065
 MD1065.The dynamic height is computed by dividing the NAVD 88
 MD1065.geopotential number by the normal gravity value computed on the
 MD1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1065.degrees latitude (g = 980.6199 gals.).
 MD1065
 MD1065.The modeled gravity was interpolated from observed gravity values.
 MD1065
 MD1065;                    North         East    Units  Estimated Accuracy
 MD1065;SPC IN E     -   688,460.       85,190.      MT  (+/- 180 meters Scaled)
 MD1065
 MD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965892(NAD 83)
 MD1065
 MD1065                          SUPERSEDED SURVEY CONTROL
 MD1065
 MD1065  NGVD 29 (??/??/92)  249.918  (m)          819.94   (f) ADJ UNCH    1 2
 MD1065
 MD1065.Superseded values are not recommended for survey control.
 MD1065
 MD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1065.See file dsdata.pdf to determine how the superseded data were derived.
 MD1065
 MD1065_MARKER: DB = BENCH MARK DISK
 MD1065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1065_SP_SET: CULVERT HEADWALL
 MD1065_STAMPING: Q 158 1946
 MD1065_MARK LOGO: CGS
 MD1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1065+STABILITY: SURFACE MOTION
 MD1065
 MD1065  HISTORY     - Date     Condition        Report By
 MD1065  HISTORY     - 1946     MONUMENTED       CGS
 MD1065  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1065
 MD1065                          STATION DESCRIPTION
 MD1065
 MD1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1065'2.6 MI N FROM MILFORD.
 MD1065'2.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1065'STATION AT MILFORD, ABOUT 1.4 MILE NORTH OF MILFORD JUNCTION,
 MD1065'AT THE CROSSING OF U.S. HIGHWAY 6, 229 FEET NORTH OF MILE POST
 MD1065'NO. 65, 67 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 15, 33.5
 MD1065'FEET WEST OF THE WEST RAIL OF THE NEW YORK CENTRAL RAILROAD,
 MD1065'22.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 15 FEET
 MD1065'EAST OF THE EAST RAIL OF THE INTERURBAN RAILROAD, AND SET IN
 MD1065'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 14
 MD1065'INCH PIPE CULVERT UNDER HIGHWAY 6.
 MD1065
 MD1065                          STATION RECOVERY (1993)
 MD1065
 MD1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1065'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1349 ***********************************************************************
 MD1349  DESIGNATION -  Q 160
 MD1349  PID         -  MD1349
 MD1349  STATE/COUNTY-  IN/ELKHART
 MD1349  COUNTRY     -  US
 MD1349  USGS QUAD   -  GOSHEN (2019)
 MD1349
 MD1349                         *CURRENT SURVEY CONTROL
 MD1349  ______________________________________________________________________
 MD1349* NAD 83(1986) POSITION- 41 34 50.18   (N) 085 49 34.90   (W)   HD_HELD1
 MD1349* NAVD 88 ORTHO HEIGHT -   245.525 (meters)      805.53  (feet) ADJUSTED
 MD1349  ______________________________________________________________________
 MD1349  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 MD1349  DYNAMIC HEIGHT  -        245.428 (meters)      805.21  (feet) COMP
 MD1349  MODELED GRAVITY -    980,224.1   (mgal)                       NAVD 88
 MD1349
 MD1349  VERT ORDER      -  FIRST     CLASS II
 MD1349
 MD1349.The horizontal coordinates were determined by differentially corrected
 MD1349.hand held GPS observations or other comparable positioning techniques
 MD1349.and have an estimated accuracy of +/- 3 meters.
 MD1349
 MD1349.The orthometric height was determined by differential leveling and
 MD1349.adjusted by the NATIONAL GEODETIC SURVEY
 MD1349.in June 1991.
 MD1349
 MD1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1349.GEOID18 height accuracy estimate available here.
 MD1349
 MD1349.Click photographs - Photos may exist for this station.
 MD1349
 MD1349.The dynamic height is computed by dividing the NAVD 88
 MD1349.geopotential number by the normal gravity value computed on the
 MD1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1349.degrees latitude (g = 980.6199 gals.).
 MD1349
 MD1349.The modeled gravity was interpolated from observed gravity values.
 MD1349
 MD1349;                    North         East    Units  Estimated Accuracy
 MD1349;SPC IN E     -   703,050.1      86,683.1     MT  (+/- 3 meters HH1 GPS) 
 MD1349
 MD1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9783403878(NAD 83)
 MD1349
 MD1349                          SUPERSEDED SURVEY CONTROL
 MD1349
 MD1349  NGVD 29 (??/??/92)  245.646  (m)          805.92   (f) ADJ UNCH    1 2
 MD1349
 MD1349.Superseded values are not recommended for survey control.
 MD1349
 MD1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1349.See file dsdata.pdf to determine how the superseded data were derived.
 MD1349
 MD1349_MARKER: DB = BENCH MARK DISK
 MD1349_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1349_SP_SET: FOUNDATION WALL
 MD1349_STAMPING: Q 160 1946
 MD1349_MARK LOGO: CGS
 MD1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1349+STABILITY: POSITION/ELEVATION WELL
 MD1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1349+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 MD1349
 MD1349  HISTORY     - Date     Condition        Report By
 MD1349  HISTORY     - 1946     MONUMENTED       CGS
 MD1349  HISTORY     - 19930108 GOOD             NGS
 MD1349  HISTORY     - 20090623 GOOD             JCLS
 MD1349  HISTORY     - 20180214 GOOD             INDOT
 MD1349
 MD1349                          STATION DESCRIPTION
 MD1349
 MD1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1349'AT GOSHEN.
 MD1349'AT GOSHEN, ABOUT 0.4 MILE SOUTH OF THE 9TH STREET TOWER ALONG THE
 MD1349'NEW YORK CENTRAL RAILROAD, SET VERTICALLY IN THE WEST WALL AT
 MD1349'THE NORTHWEST CORNER OF THE GOSHEN SASH AND DOOR COMPANY, 1.4
 MD1349'FEET SOUTH OF THE NORTHWEST CORNER, 4.3 FEET ABOVE THE GROUND,
 MD1349'31.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND SET IN A
 MD1349'DRILL HOLE.
 MD1349
 MD1349                          STATION RECOVERY (1993)
 MD1349
 MD1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1349'IN GOSHEN, AT THE INTERSECTION OF 9TH AND EAST MONROE STREETS, SET
 MD1349'VERTICALLY IN THE WEST BRICK FOUNDATION WALL OF THE GOSHEN SASH AND
 MD1349'DOOR COMPANY, 27.1 M (88.9 FT) EAST OF THE CENTERLINE OF 9TH STREET,
 MD1349'6.7 M (22.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF EAST MONROE
 MD1349'STREET, 1.5 M (4.9 FT) EAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD,
 MD1349'1.4 M (4.6 FT) ABOVE THE LEVEL OF THE GROUND, AND 0.4 M (1.3 FT) SOUTH
 MD1349'OF THE NORTHWEST CORNER OF THE BUILDING.
 MD1349
 MD1349                          STATION RECOVERY (2009)
 MD1349
 MD1349'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD1349'RECOVERED IN GOOD CONDITION.
 MD1349
 MD1349                          STATION RECOVERY (2018)
 MD1349
 MD1349'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1349'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0747 ***********************************************************************
 MD0747  DESIGNATION -  Q 161
 MD0747  PID         -  MD0747
 MD0747  STATE/COUNTY-  IN/NOBLE
 MD0747  COUNTRY     -  US
 MD0747  USGS QUAD   -  ALBION (2019)
 MD0747
 MD0747                         *CURRENT SURVEY CONTROL
 MD0747  ______________________________________________________________________
 MD0747* NAD 83(1986) POSITION- 41 27 06.     (N) 085 22 54.     (W)   SCALED
 MD0747* NAVD 88 ORTHO HEIGHT -   289.621 (meters)      950.20  (feet) ADJUSTED
 MD0747  ______________________________________________________________________
 MD0747  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 MD0747  DYNAMIC HEIGHT  -        289.504 (meters)      949.81  (feet) COMP
 MD0747  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 MD0747
 MD0747  VERT ORDER      -  SECOND    CLASS 0
 MD0747
 MD0747.The horizontal coordinates were scaled from a map and have
 MD0747.an estimated accuracy of +/- 6 seconds.
 MD0747
 MD0747.The orthometric height was determined by differential leveling and
 MD0747.adjusted by the NATIONAL GEODETIC SURVEY
 MD0747.in June 1991.
 MD0747
 MD0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0747.GEOID18 height accuracy estimate available here.
 MD0747
 MD0747.Click photographs - Photos may exist for this station.
 MD0747
 MD0747.The dynamic height is computed by dividing the NAVD 88
 MD0747.geopotential number by the normal gravity value computed on the
 MD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0747.degrees latitude (g = 980.6199 gals.).
 MD0747
 MD0747.The modeled gravity was interpolated from observed gravity values.
 MD0747
 MD0747;                    North         East    Units  Estimated Accuracy
 MD0747;SPC IN E     -   688,760.      123,810.      MT  (+/- 180 meters Scaled)
 MD0747
 MD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL351901(NAD 83)
 MD0747
 MD0747                          SUPERSEDED SURVEY CONTROL
 MD0747
 MD0747  NGVD 29 (??/??/92)  289.756  (m)          950.64   (f) ADJ UNCH    2 0
 MD0747
 MD0747.Superseded values are not recommended for survey control.
 MD0747
 MD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0747.See file dsdata.pdf to determine how the superseded data were derived.
 MD0747
 MD0747_MARKER: DB = BENCH MARK DISK
 MD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0747_STAMPING: Q 161 1946
 MD0747_MARK LOGO: CGS
 MD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0747+STABILITY: SURFACE MOTION
 MD0747
 MD0747  HISTORY     - Date     Condition        Report By
 MD0747  HISTORY     - 1946     MONUMENTED       CGS
 MD0747  HISTORY     - 1962     GOOD             CGS
 MD0747
 MD0747                          STATION DESCRIPTION
 MD0747
 MD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0747'1.2 MI E FROM BRIMFIELD.
 MD0747'ABOUT 1.2 MILES E ALONG NO. 6 U.S. HWY. FROM THE BRIDGE OVER NEW
 MD0747'YORK CENTRAL RAILROAD AT BRIMFIELD, 0.1 MILE S OF THE HIGHWAY,
 MD0747'AT THE CROSSING OF A PRIVATE ROAD AND THE RAILROAD, 44-1/2 FEET
 MD0747'N OF N RAIL OF MAIN LINE DOUBLE TRACKS, 3.1 FEET LOWER THAN TOP OF
 MD0747'SAME, 14 FEET W OF A FENCE CORNER, 1.5 FEET S OF THE FENCE, 1.5
 MD0747'FEET S OF A STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE
 MD0747'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0863 ***********************************************************************
 MD0863  DESIGNATION -  Q 162
 MD0863  PID         -  MD0863
 MD0863  STATE/COUNTY-  IN/DE KALB
 MD0863  COUNTRY     -  US
 MD0863  USGS QUAD   -  AUBURN (2019)
 MD0863
 MD0863                         *CURRENT SURVEY CONTROL
 MD0863  ______________________________________________________________________
 MD0863* NAD 83(1986) POSITION- 41 22 00.     (N) 085 05 19.     (W)   SCALED
 MD0863* NAVD 88 ORTHO HEIGHT -   265.873 (meters)      872.29  (feet) ADJUSTED
 MD0863  ______________________________________________________________________
 MD0863  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 MD0863  DYNAMIC HEIGHT  -        265.766 (meters)      871.93  (feet) COMP
 MD0863  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 MD0863
 MD0863  VERT ORDER      -  SECOND    CLASS 0
 MD0863
 MD0863.The horizontal coordinates were scaled from a map and have
 MD0863.an estimated accuracy of +/- 6 seconds.
 MD0863
 MD0863.The orthometric height was determined by differential leveling and
 MD0863.adjusted by the NATIONAL GEODETIC SURVEY
 MD0863.in June 1991.
 MD0863
 MD0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0863.GEOID18 height accuracy estimate available here.
 MD0863
 MD0863.Click photographs - Photos may exist for this station.
 MD0863
 MD0863.The dynamic height is computed by dividing the NAVD 88
 MD0863.geopotential number by the normal gravity value computed on the
 MD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0863.degrees latitude (g = 980.6199 gals.).
 MD0863
 MD0863.The modeled gravity was interpolated from observed gravity values.
 MD0863
 MD0863;                    North         East    Units  Estimated Accuracy
 MD0863;SPC IN E     -   679,440.      148,360.      MT  (+/- 180 meters Scaled)
 MD0863
 MD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL598812(NAD 83)
 MD0863
 MD0863                          SUPERSEDED SURVEY CONTROL
 MD0863
 MD0863  NGVD 29 (??/??/92)  266.02   (m)          872.8    (f) COMPUTED    2 0
 MD0863
 MD0863.Superseded values are not recommended for survey control.
 MD0863
 MD0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0863.See file dsdata.pdf to determine how the superseded data were derived.
 MD0863
 MD0863_MARKER: DB = BENCH MARK DISK
 MD0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0863_SP_SET: ABUTMENT
 MD0863_STAMPING: Q 162 1946
 MD0863_MARK LOGO: CGS
 MD0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0863
 MD0863  HISTORY     - Date     Condition        Report By
 MD0863  HISTORY     - 1946     MONUMENTED       CGS
 MD0863
 MD0863                          STATION DESCRIPTION
 MD0863
 MD0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0863'1.3 MI W FROM AUBURN.
 MD0863'1.3 MILES WEST ALONG STATE HIGHWAY 8 AND U.S. HIGHWAY 27 FROM
 MD0863'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AT AUBURN, ABOUT
 MD0863'0.4 MILE EAST OF A CROSS ROAD, SET IN THE TOP OF THE NORTH END
 MD0863'OF THE EAST ABUTMENT OF A 35 FOOT CONCRETE BRIDGE, 14 FEET NORTH
 MD0863'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTH OF THE CONCRETE
 MD0863'BANISTER, ABOUT 0.3 FOOT ABOVE THE HIGHWAY, AND SET IN A DRILL
 MD0863'HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0864 ***********************************************************************
 MD0864  DESIGNATION -  Q 162 RESET
 MD0864  PID         -  MD0864
 MD0864  STATE/COUNTY-  IN/DE KALB
 MD0864  COUNTRY     -  US
 MD0864  USGS QUAD   -  AUBURN (2019)
 MD0864
 MD0864                         *CURRENT SURVEY CONTROL
 MD0864  ______________________________________________________________________
 MD0864* NAD 83(1986) POSITION- 41 22 00.     (N) 085 05 19.     (W)   SCALED
 MD0864* NAVD 88 ORTHO HEIGHT -   265.97  (meters)      872.6   (feet) RESET
 MD0864  ______________________________________________________________________
 MD0864  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 MD0864  VERT ORDER      -  THIRD
 MD0864
 MD0864.The horizontal coordinates were scaled from a map and have
 MD0864.an estimated accuracy of +/- 6 seconds.
 MD0864
 MD0864.The orthometric height was computed from unverified reset data.
 MD0864
 MD0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0864.GEOID18 height accuracy estimate available here.
 MD0864
 MD0864.Click photographs - Photos may exist for this station.
 MD0864
 MD0864;                    North         East    Units  Estimated Accuracy
 MD0864;SPC IN E     -   679,440.      148,360.      MT  (+/- 180 meters Scaled)
 MD0864
 MD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL598812(NAD 83)
 MD0864
 MD0864                          SUPERSEDED SURVEY CONTROL
 MD0864
 MD0864  NGVD 29 (??/??/??)  266.11   (m)          873.1    (f) RESET       3  
 MD0864
 MD0864.Superseded values are not recommended for survey control.
 MD0864
 MD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0864.See file dsdata.pdf to determine how the superseded data were derived.
 MD0864
 MD0864_MARKER: DB = BENCH MARK DISK
 MD0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0864_SP_SET: BRIDGE
 MD0864_STAMPING: Q 162 RESET 1960
 MD0864_MARK LOGO: CGS
 MD0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0864
 MD0864  HISTORY     - Date     Condition        Report By
 MD0864  HISTORY     - 1960     MONUMENTED       CGS
 MD0864  HISTORY     - 1962     GOOD             CGS
 MD0864
 MD0864                          STATION DESCRIPTION
 MD0864
 MD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0864'1.8 MI W FROM AUBURN.
 MD0864'ABOUT 1.8 MILES W ALONG NO. 8 INDIANA AND NO. 27 U.S. HIGHWAYS
 MD0864'FROM THE NW CORNER OF THE COURTHOUSE SQUARE IN AUBURN, SET IN A
 MD0864'DRILL HOLE 3.4 FEET W OF E END OF THE 42-FOOT CURB OF A 35-FOOT
 MD0864'CONCRETE BRIDGE, 20 FEET N OF CENTER LINE OF 20-FOOT HWY.
 MD0864'PAVEMENT, 0.5 FOOT HIGHER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0751 ***********************************************************************
 MD0751  DESIGNATION -  Q 163
 MD0751  PID         -  MD0751
 MD0751  STATE/COUNTY-  IN/NOBLE
 MD0751  COUNTRY     -  US
 MD0751  USGS QUAD   -  KENDALLVILLE (2019)
 MD0751
 MD0751                         *CURRENT SURVEY CONTROL
 MD0751  ______________________________________________________________________
 MD0751* NAD 83(1986) POSITION- 41 27 09.     (N) 085 19 39.     (W)   SCALED
 MD0751* NAVD 88 ORTHO HEIGHT -   295.057 (meters)      968.03  (feet) ADJUSTED
 MD0751  ______________________________________________________________________
 MD0751  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 MD0751  DYNAMIC HEIGHT  -        294.939 (meters)      967.65  (feet) COMP
 MD0751  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 MD0751
 MD0751  VERT ORDER      -  SECOND    CLASS 0
 MD0751
 MD0751.The horizontal coordinates were scaled from a map and have
 MD0751.an estimated accuracy of +/- 6 seconds.
 MD0751
 MD0751.The orthometric height was determined by differential leveling and
 MD0751.adjusted by the NATIONAL GEODETIC SURVEY
 MD0751.in June 1991.
 MD0751
 MD0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0751.GEOID18 height accuracy estimate available here.
 MD0751
 MD0751.Click photographs - Photos may exist for this station.
 MD0751
 MD0751.The dynamic height is computed by dividing the NAVD 88
 MD0751.geopotential number by the normal gravity value computed on the
 MD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0751.degrees latitude (g = 980.6199 gals.).
 MD0751
 MD0751.The modeled gravity was interpolated from observed gravity values.
 MD0751
 MD0751;                    North         East    Units  Estimated Accuracy
 MD0751;SPC IN E     -   688,870.      128,340.      MT  (+/- 180 meters Scaled)
 MD0751
 MD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396903(NAD 83)
 MD0751
 MD0751                          SUPERSEDED SURVEY CONTROL
 MD0751
 MD0751  NGVD 29 (??/??/92)  295.190  (m)          968.47   (f) ADJ UNCH    2 0
 MD0751
 MD0751.Superseded values are not recommended for survey control.
 MD0751
 MD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0751.See file dsdata.pdf to determine how the superseded data were derived.
 MD0751
 MD0751_MARKER: DB = BENCH MARK DISK
 MD0751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0751_SP_SET: CULVERT HEADWALL
 MD0751_STAMPING: Q 163 1946
 MD0751_MARK LOGO: CGS
 MD0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0751+STABILITY: SURFACE MOTION
 MD0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0751+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2006
 MD0751
 MD0751  HISTORY     - Date     Condition        Report By
 MD0751  HISTORY     - 1946     MONUMENTED       CGS
 MD0751  HISTORY     - 1962     GOOD             CGS
 MD0751  HISTORY     - 20061117 GOOD             INDIV
 MD0751
 MD0751                          STATION DESCRIPTION
 MD0751
 MD0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0751'3.2 MI W FROM KENDALLVILLE.
 MD0751'ABOUT 3.2 MILES W ALONG NO. 6 U.S. HWY. FROM ITS T-INTERSECTION WITH
 MD0751'N. MAIN STREET IN NORTHERN PART OF KENDALLVILLE, OR ABOUT 4.1
 MD0751'MILES E ALONG SAME FROM THE BRIDGE OVER NEW YORK CENTRAL RAILROAD
 MD0751'AT BRIMFIELD, 62 FEET W OF PROJECTED CENTER LINE OF ASPHALT ROAD
 MD0751'FROM THE S, 20 FEET N OF CENTER LINE OF THE HWY., 0.9 FOOT LOWER THAN
 MD0751'SAME, 1.7 FEET W OF E END OF 10-FOOT CONCRETE HEADWALL OF 24-INCH
 MD0751'CONCRETE PIPE CULVERT UNDER THE HWY.
 MD0751
 MD0751                          STATION RECOVERY (2006)
 MD0751
 MD0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1236 ***********************************************************************
 MD1236  DESIGNATION -  Q 164
 MD1236  PID         -  MD1236
 MD1236  STATE/COUNTY-  IN/NOBLE
 MD1236  COUNTRY     -  US
 MD1236  USGS QUAD   -  ORMAS (2019)
 MD1236
 MD1236                         *CURRENT SURVEY CONTROL
 MD1236  ______________________________________________________________________
 MD1236* NAD 83(1986) POSITION- 41 19 09.45   (N) 085 30 01.06   (W)   HD_HELD1
 MD1236* NAVD 88 ORTHO HEIGHT -   273.901 (meters)      898.62  (feet) ADJUSTED
 MD1236  ______________________________________________________________________
 MD1236  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 MD1236  DYNAMIC HEIGHT  -        273.790 (meters)      898.26  (feet) COMP
 MD1236  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 MD1236
 MD1236  VERT ORDER      -  SECOND    CLASS 0
 MD1236
 MD1236.The horizontal coordinates were determined by differentially corrected
 MD1236.hand held GPS observations or other comparable positioning techniques
 MD1236.and have an estimated accuracy of +/- 3 meters.
 MD1236
 MD1236.The orthometric height was determined by differential leveling and
 MD1236.adjusted by the NATIONAL GEODETIC SURVEY
 MD1236.in June 1991.
 MD1236
 MD1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1236.GEOID18 height accuracy estimate available here.
 MD1236
 MD1236.Click photographs - Photos may exist for this station.
 MD1236
 MD1236.The dynamic height is computed by dividing the NAVD 88
 MD1236.geopotential number by the normal gravity value computed on the
 MD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1236.degrees latitude (g = 980.6199 gals.).
 MD1236
 MD1236.The modeled gravity was interpolated from observed gravity values.
 MD1236
 MD1236;                    North         East    Units  Estimated Accuracy
 MD1236;SPC IN E     -   674,029.9     113,929.5     MT  (+/- 3 meters HH1 GPS) 
 MD1236
 MD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2551875287(NAD 83)
 MD1236
 MD1236                          SUPERSEDED SURVEY CONTROL
 MD1236
 MD1236  NGVD 29 (??/??/92)  274.041  (m)          899.08   (f) ADJ UNCH    2 0
 MD1236
 MD1236.Superseded values are not recommended for survey control.
 MD1236
 MD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1236.See file dsdata.pdf to determine how the superseded data were derived.
 MD1236
 MD1236_MARKER: DB = BENCH MARK DISK
 MD1236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1236_SP_SET: BOX CULVERT HEADWALL
 MD1236_STAMPING: Q 164 1946
 MD1236_MARK LOGO: CGS
 MD1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1236+STABILITY: SURFACE MOTION
 MD1236
 MD1236  HISTORY     - Date     Condition        Report By
 MD1236  HISTORY     - 1946     MONUMENTED       CGS
 MD1236  HISTORY     - 1961     GOOD             CGS
 MD1236  HISTORY     - 1990     GOOD             USPSQD
 MD1236
 MD1236                          STATION DESCRIPTION
 MD1236
 MD1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1236'1.1 MI S FROM WOLF LAKE.
 MD1236'ABOUT 1.1 MILES S ALONG NO. 109 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1236'WITH NO. 33 U.S. HWY., ABOUT 0.35 MILE S OF ITS JUNCTION WITH A
 MD1236'GRAVEL ROAD LEADING WEST TO BEAR LAKE, 22 FEET W OF CENTER LINE
 MD1236'OF THE HIGHWAY, 1.1 FEET N OF S END OF THE W HEADWALL OR RETAINING
 MD1236'CURB WALL OF A 14-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 MD1236
 MD1236                          STATION RECOVERY (1990)
 MD1236
 MD1236'RECOVERY NOTE BY US POWER SQUADRON 1990 (TS)
 MD1236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1154 ***********************************************************************
 MD1154  DESIGNATION -  Q 165
 MD1154  PID         -  MD1154
 MD1154  STATE/COUNTY-  IN/WHITLEY
 MD1154  COUNTRY     -  US
 MD1154  USGS QUAD   -  LORANE (2019)
 MD1154
 MD1154                         *CURRENT SURVEY CONTROL
 MD1154  ______________________________________________________________________
 MD1154* NAD 83(1986) POSITION- 41 14 44.19   (N) 085 33 44.64   (W)   HD_HELD1
 MD1154* NAVD 88 ORTHO HEIGHT -   287.542 (meters)      943.38  (feet) ADJUSTED
 MD1154  ______________________________________________________________________
 MD1154  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 MD1154  DYNAMIC HEIGHT  -        287.426 (meters)      943.00  (feet) COMP
 MD1154  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 MD1154
 MD1154  VERT ORDER      -  SECOND    CLASS 0
 MD1154
 MD1154.The horizontal coordinates were determined by differentially corrected
 MD1154.hand held GPS observations or other comparable positioning techniques
 MD1154.and have an estimated accuracy of +/- 3 meters.
 MD1154
 MD1154.The orthometric height was determined by differential leveling and
 MD1154.adjusted by the NATIONAL GEODETIC SURVEY
 MD1154.in June 1991.
 MD1154
 MD1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1154.GEOID18 height accuracy estimate available here.
 MD1154
 MD1154.Click photographs - Photos may exist for this station.
 MD1154
 MD1154.The dynamic height is computed by dividing the NAVD 88
 MD1154.geopotential number by the normal gravity value computed on the
 MD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1154.degrees latitude (g = 980.6199 gals.).
 MD1154
 MD1154.The modeled gravity was interpolated from observed gravity values.
 MD1154
 MD1154;                    North         East    Units  Estimated Accuracy
 MD1154;SPC IN E     -   665,838.9     108,739.6     MT  (+/- 3 meters HH1 GPS) 
 MD1154
 MD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2045667018(NAD 83)
 MD1154
 MD1154                          SUPERSEDED SURVEY CONTROL
 MD1154
 MD1154  NGVD 29 (??/??/92)  287.684  (m)          943.84   (f) ADJ UNCH    2 0
 MD1154
 MD1154.Superseded values are not recommended for survey control.
 MD1154
 MD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1154.See file dsdata.pdf to determine how the superseded data were derived.
 MD1154
 MD1154_MARKER: DB = BENCH MARK DISK
 MD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1154_STAMPING: Q 165 1946
 MD1154_MARK LOGO: CGS
 MD1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1154+STABILITY: SURFACE MOTION
 MD1154
 MD1154  HISTORY     - Date     Condition        Report By
 MD1154  HISTORY     - 1946     MONUMENTED       CGS
 MD1154  HISTORY     - 1961     GOOD             CGS
 MD1154
 MD1154                          STATION DESCRIPTION
 MD1154
 MD1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1154'2.3 MI S FROM ETNA.
 MD1154'ABOUT 2.3 MILES SOUTHERLY ALONG ETNA ROAD FROM THE CROSSROADS VILLAGE
 MD1154'OF ETNA, AT T-INTERSECTION OF PAVED ROADS (STEM OF T IS W), 0.25
 MD1154'MILE S OF ANOTHER T-INTERSECTION WHERE STEM EXTENDS S, 34 FEET N
 MD1154'OF CENTER LINE OF ONE ROAD, 28 FEET W OF CENTER LINE OF THE
 MD1154'OTHER, ESTIMATED ABOUT LEVEL WITH THE INTERSECTION, 24 FEET NE
 MD1154'OF ONE R.R.-RAIL CORNER FENCE POST, 13 FEET SW OF ANOTHER, 1.4
 MD1154'FEET SW OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE
 MD1154'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0273 ***********************************************************************
 ME0273  DESIGNATION -  Q 166
 ME0273  PID         -  ME0273
 ME0273  STATE/COUNTY-  IN/MARSHALL
 ME0273  COUNTRY     -  US
 ME0273  USGS QUAD   -  PLYMOUTH (2019)
 ME0273
 ME0273                         *CURRENT SURVEY CONTROL
 ME0273  ______________________________________________________________________
 ME0273* NAD 83(1986) POSITION- 41 21 00.     (N) 086 19 40.     (W)   SCALED
 ME0273* NAVD 88 ORTHO HEIGHT -   247.746 (meters)      812.81  (feet) ADJUSTED
 ME0273  ______________________________________________________________________
 ME0273  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 ME0273  DYNAMIC HEIGHT  -        247.643 (meters)      812.48  (feet) COMP
 ME0273  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 ME0273
 ME0273  VERT ORDER      -  FIRST     CLASS I
 ME0273
 ME0273.The horizontal coordinates were scaled from a map and have
 ME0273.an estimated accuracy of +/- 6 seconds.
 ME0273
 ME0273.The orthometric height was determined by differential leveling and
 ME0273.adjusted by the NATIONAL GEODETIC SURVEY
 ME0273.in June 1991.
 ME0273
 ME0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0273.GEOID18 height accuracy estimate available here.
 ME0273
 ME0273.Click photographs - Photos may exist for this station.
 ME0273
 ME0273.The dynamic height is computed by dividing the NAVD 88
 ME0273.geopotential number by the normal gravity value computed on the
 ME0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0273.degrees latitude (g = 980.6199 gals.).
 ME0273
 ME0273.The modeled gravity was interpolated from observed gravity values.
 ME0273
 ME0273;                    North         East    Units  Estimated Accuracy
 ME0273;SPC IN E     -   677,640.       44,670.      MT  (+/- 180 meters Scaled)
 ME0273
 ME0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL562778(NAD 83)
 ME0273
 ME0273                          SUPERSEDED SURVEY CONTROL
 ME0273
 ME0273  NGVD 29 (??/??/92)  247.868  (m)          813.21   (f) ADJ UNCH    1 1
 ME0273
 ME0273.Superseded values are not recommended for survey control.
 ME0273
 ME0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0273.See file dsdata.pdf to determine how the superseded data were derived.
 ME0273
 ME0273_MARKER: DB = BENCH MARK DISK
 ME0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0273_STAMPING: Q 166 1946
 ME0273_MARK LOGO: CGS
 ME0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0273+STABILITY: SURFACE MOTION
 ME0273
 ME0273  HISTORY     - Date     Condition        Report By
 ME0273  HISTORY     - 1946     MONUMENTED       CGS
 ME0273  HISTORY     - 1968     GOOD             CGS
 ME0273  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0273  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0273  HISTORY     - 20040601 MARK NOT FOUND   PICI
 ME0273
 ME0273                          STATION DESCRIPTION
 ME0273
 ME0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0273'AT PLYMOUTH.
 ME0273'AT PLYMOUTH, ABOUT 0.8 MILE WEST ALONG THE PENN CENTRAL RAILROAD
 ME0273'FROM THE STATION AT PLYMOUTH, THENCE 0.6 MILE NORTH ALONG NORTH
 ME0273'OAK ROAD, AT THE NORTHWEST CORNER OF A SMALL PASTURE, 40 FEET
 ME0273'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING EAST
 ME0273'TO THE TI-ROD TOWER CO., 32 FEET EAST OF THE CENTER LINE OF THE
 ME0273'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 15 1/2 FEET
 ME0273'SOTUHEAST OF A FENCE CORNER, 7.1 FEET SOUTH OF AN EAST-WEST
 ME0273'FENCE LINE, 2 1/2 FEET EAST OF POWER LINE POLE NO. 288-322, ABOUT
 ME0273'LEVEL WITH THE ROAD, 2 FEET ABOVE THE LEVEL OF THE DRIVEWAY AND
 ME0273'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 ME0273'LEVEL OF THE GROUND.  SEC 32, T 34 N, R 2 E.
 ME0273
 ME0273                          STATION RECOVERY (1990)
 ME0273
 ME0273'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0273'MARK NOT FOUND.
 ME0273
 ME0273                          STATION RECOVERY (1992)
 ME0273
 ME0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0273'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0273
 ME0273                          STATION RECOVERY (2004)
 ME0273
 ME0273'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0419 ***********************************************************************
 ME0419  DESIGNATION -  Q 167
 ME0419  PID         -  ME0419
 ME0419  STATE/COUNTY-  IN/ST JOSEPH
 ME0419  COUNTRY     -  US
 ME0419  USGS QUAD   -  LAKEVILLE (2019)
 ME0419
 ME0419                         *CURRENT SURVEY CONTROL
 ME0419  ______________________________________________________________________
 ME0419* NAD 83(1986) POSITION- 41 35 24.     (N) 086 15 35.     (W)   SCALED
 ME0419* NAVD 88 ORTHO HEIGHT -   258.643 (meters)      848.56  (feet) ADJUSTED
 ME0419  ______________________________________________________________________
 ME0419  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0419  DYNAMIC HEIGHT  -        258.539 (meters)      848.22  (feet) COMP
 ME0419  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 ME0419
 ME0419  VERT ORDER      -  SECOND    CLASS 0
 ME0419
 ME0419.The horizontal coordinates were scaled from a map and have
 ME0419.an estimated accuracy of +/- 6 seconds.
 ME0419
 ME0419.The orthometric height was determined by differential leveling and
 ME0419.adjusted by the NATIONAL GEODETIC SURVEY
 ME0419.in June 1991.
 ME0419
 ME0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0419.GEOID18 height accuracy estimate available here.
 ME0419
 ME0419.Click photographs - Photos may exist for this station.
 ME0419
 ME0419.The dynamic height is computed by dividing the NAVD 88
 ME0419.geopotential number by the normal gravity value computed on the
 ME0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0419.degrees latitude (g = 980.6199 gals.).
 ME0419
 ME0419.The modeled gravity was interpolated from observed gravity values.
 ME0419
 ME0419;                    North         East    Units  Estimated Accuracy
 ME0419;SPC IN E     -   704,250.       50,550.      MT  (+/- 180 meters Scaled)
 ME0419
 ME0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM617045(NAD 83)
 ME0419
 ME0419                          SUPERSEDED SURVEY CONTROL
 ME0419
 ME0419  NGVD 29 (??/??/92)  258.75   (m)          848.9    (f) COMPUTED    2 0
 ME0419
 ME0419.Superseded values are not recommended for survey control.
 ME0419
 ME0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0419.See file dsdata.pdf to determine how the superseded data were derived.
 ME0419
 ME0419_MARKER: DB = BENCH MARK DISK
 ME0419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0419_SP_SET: BOX CULVERT HEADWALL
 ME0419_STAMPING: Q 167 1946
 ME0419_MARK LOGO: CGS
 ME0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0419+STABILITY: SURFACE MOTION
 ME0419
 ME0419  HISTORY     - Date     Condition        Report By
 ME0419  HISTORY     - 1946     MONUMENTED       CGS
 ME0419
 ME0419                          STATION DESCRIPTION
 ME0419
 ME0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0419'4.1 MI N FROM LAKEVILLE.
 ME0419'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 ME0419'AT LAKEVILLE, ABOUT 5.8 MILES SOUTH OF THE ST. JOSEPH BANK AND
 ME0419'TRUST CO. AT SOUTH BEND, 173 FEET NORTH OF THE CENTER OF THE
 ME0419'JUNCTION OF WHITMER ROAD LEADING WEST, AT A 3-BY 3-FOOT CONCRETE
 ME0419'BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEAD WALL,
 ME0419'31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 ME0419'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0036 ***********************************************************************
 ME0036  DESIGNATION -  Q 167 RESET
 ME0036  PID         -  ME0036
 ME0036  STATE/COUNTY-  IN/ST JOSEPH
 ME0036  COUNTRY     -  US
 ME0036  USGS QUAD   -  LAKEVILLE (2019)
 ME0036
 ME0036                         *CURRENT SURVEY CONTROL
 ME0036  ______________________________________________________________________
 ME0036* NAD 83(1986) POSITION- 41 35 24.     (N) 086 15 36.     (W)   SCALED
 ME0036* NAVD 88 ORTHO HEIGHT -   258.66  (meters)      848.6   (feet) RESET
 ME0036  ______________________________________________________________________
 ME0036  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 ME0036  VERT ORDER      -  THIRD
 ME0036
 ME0036.The horizontal coordinates were scaled from a map and have
 ME0036.an estimated accuracy of +/- 6 seconds.
 ME0036
 ME0036.The orthometric height was computed from unverified reset data.
 ME0036
 ME0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0036.GEOID18 height accuracy estimate available here.
 ME0036
 ME0036.Click photographs - Photos may exist for this station.
 ME0036
 ME0036;                    North         East    Units  Estimated Accuracy
 ME0036;SPC IN E     -   704,250.       50,530.      MT  (+/- 180 meters Scaled)
 ME0036
 ME0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM616045(NAD 83)
 ME0036
 ME0036                          SUPERSEDED SURVEY CONTROL
 ME0036
 ME0036.No superseded survey control is available for this station.
 ME0036
 ME0036_MARKER: DB = BENCH MARK DISK
 ME0036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0036_SP_SET: BOX CULVERT HEADWALL
 ME0036_STAMPING: Q 167 RESET 1947
 ME0036_MARK LOGO: CGS
 ME0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0036+STABILITY: SURFACE MOTION
 ME0036
 ME0036  HISTORY     - Date     Condition        Report By
 ME0036  HISTORY     - 1947     MONUMENTED       INHD
 ME0036
 ME0036                          STATION DESCRIPTION
 ME0036
 ME0036'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1947
 ME0036'4.1 MI N FROM LAKEVILLE.
 ME0036'4.1 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 ME0036'LAKEVILLE, ST. JOSEPH COUNTY, 5.3 MILES SOUTH OF SOUTH BEND, ABOUT
 ME0036'175 FEET NORTH OF THE JUNCTION OF WHITMER ROAD LEADING WEST, 39
 ME0036'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A 3- BY 2-FOOT
 ME0036'CONCRETE-BOX CULVERT, AND IN THE SOUTH END OF THE EAST HEADWALL.
 ME0036'A STANDARD DISK, STAMPED Q 167 RESET 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0177 ***********************************************************************
 ME0177  DESIGNATION -  Q 169
 ME0177  PID         -  ME0177
 ME0177  STATE/COUNTY-  IN/MARSHALL
 ME0177  COUNTRY     -  US
 ME0177  USGS QUAD   -  BREMEN (2019)
 ME0177
 ME0177                         *CURRENT SURVEY CONTROL
 ME0177  ______________________________________________________________________
 ME0177* NAD 83(1986) POSITION- 41 24 15.     (N) 086 13 45.     (W)   SCALED
 ME0177* NAVD 88 ORTHO HEIGHT -   247.933 (meters)      813.43  (feet) ADJUSTED
 ME0177  ______________________________________________________________________
 ME0177  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 ME0177  DYNAMIC HEIGHT  -        247.829 (meters)      813.09  (feet) COMP
 ME0177  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME0177
 ME0177  VERT ORDER      -  SECOND    CLASS 0
 ME0177
 ME0177.The horizontal coordinates were scaled from a map and have
 ME0177.an estimated accuracy of +/- 6 seconds.
 ME0177
 ME0177.The orthometric height was determined by differential leveling and
 ME0177.adjusted by the NATIONAL GEODETIC SURVEY
 ME0177.in June 1991.
 ME0177
 ME0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0177.GEOID18 height accuracy estimate available here.
 ME0177
 ME0177.Click photographs - Photos may exist for this station.
 ME0177
 ME0177.The dynamic height is computed by dividing the NAVD 88
 ME0177.geopotential number by the normal gravity value computed on the
 ME0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0177.degrees latitude (g = 980.6199 gals.).
 ME0177
 ME0177.The modeled gravity was interpolated from observed gravity values.
 ME0177
 ME0177;                    North         East    Units  Estimated Accuracy
 ME0177;SPC IN E     -   683,600.       52,970.      MT  (+/- 180 meters Scaled)
 ME0177
 ME0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644839(NAD 83)
 ME0177
 ME0177                          SUPERSEDED SURVEY CONTROL
 ME0177
 ME0177  NGVD 29 (??/??/92)  248.048  (m)          813.80   (f) ADJ UNCH    2 0
 ME0177
 ME0177.Superseded values are not recommended for survey control.
 ME0177
 ME0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0177.See file dsdata.pdf to determine how the superseded data were derived.
 ME0177
 ME0177_MARKER: DB = BENCH MARK DISK
 ME0177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0177_SP_SET: BRIDGE WINGWALL
 ME0177_STAMPING: Q 169 1946
 ME0177_MARK LOGO: CGS
 ME0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0177
 ME0177  HISTORY     - Date     Condition        Report By
 ME0177  HISTORY     - 1946     MONUMENTED       CGS
 ME0177  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0177
 ME0177                          STATION DESCRIPTION
 ME0177
 ME0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0177'3.9 MI E FROM LINKVILLE.
 ME0177'ABOUT 2.5 MILES EAST ALONG BLACK-TOP AND GRAVEL ROADS FROM THE
 ME0177'GENERAL STORE AT LINKVILLE, THENCE ABOUT 0.4 MILE SOUTH, 0.5
 ME0177'MILE EAST, AND 0.3 MILE SOUTH ALONG GRAVEL ROADS, AND THENCE
 ME0177'ABOUT 0.2 MILE NORTHEAST ALONG A BLACK-TOP ROAD, AT A 45-FOOT
 ME0177'WOODEN-DECK STEEL BRIDGE OVER SELLS DITCH, IN THE TOP OF THE
 ME0177'NORTHEAST END OF THE WEST CONCRETE WING WALL, 11.5 FEET NORTHWEST
 ME0177'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 ME0177'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE OLD GERMAN TOWNSHIP
 ME0177'SCHOOL BUILDING AT MUNCIE CORNER BY GOING ABOUT 3.3 MILES WEST
 ME0177'ALONG A GRAVEL ROAD, THENCE ABOUT 1.2 MILES WEST ALONG A GRADED
 ME0177'ROAD, THENCE ABOUT 0.8 MILE WEST ALONG TRAIL, AND THENCE ABOUT
 ME0177'0.5 MILE WEST ALONG A BLACK-TOP ROAD.
 ME0177
 ME0177                          STATION RECOVERY (1984)
 ME0177
 ME0177'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1199 ***********************************************************************
 MD1199  DESIGNATION -  Q 172
 MD1199  PID         -  MD1199
 MD1199  STATE/COUNTY-  IN/ELKHART
 MD1199  COUNTRY     -  US
 MD1199  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1199
 MD1199                         *CURRENT SURVEY CONTROL
 MD1199  ______________________________________________________________________
 MD1199* NAD 83(1986) POSITION- 41 29 37.73   (N) 085 55 28.76   (W)   HD_HELD1
 MD1199* NAVD 88 ORTHO HEIGHT -   257.028 (meters)      843.27  (feet) ADJUSTED
 MD1199  ______________________________________________________________________
 MD1199  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 MD1199  DYNAMIC HEIGHT  -        256.924 (meters)      842.92  (feet) COMP
 MD1199  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 MD1199
 MD1199  VERT ORDER      -  SECOND    CLASS 0
 MD1199
 MD1199.The horizontal coordinates were determined by differentially corrected
 MD1199.hand held GPS observations or other comparable positioning techniques
 MD1199.and have an estimated accuracy of +/- 3 meters.
 MD1199
 MD1199.The orthometric height was determined by differential leveling and
 MD1199.adjusted by the NATIONAL GEODETIC SURVEY
 MD1199.in June 1991.
 MD1199
 MD1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1199.GEOID18 height accuracy estimate available here.
 MD1199
 MD1199.Click photographs - Photos may exist for this station.
 MD1199
 MD1199.The dynamic height is computed by dividing the NAVD 88
 MD1199.geopotential number by the normal gravity value computed on the
 MD1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1199.degrees latitude (g = 980.6199 gals.).
 MD1199
 MD1199.The modeled gravity was interpolated from observed gravity values.
 MD1199
 MD1199;                    North         East    Units  Estimated Accuracy
 MD1199;SPC IN E     -   693,430.8      78,457.6     MT  (+/- 3 meters HH1 GPS) 
 MD1199
 MD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8976094135(NAD 83)
 MD1199
 MD1199                          SUPERSEDED SURVEY CONTROL
 MD1199
 MD1199  NGVD 29 (??/??/92)  257.150  (m)          843.67   (f) ADJ UNCH    2 0
 MD1199
 MD1199.Superseded values are not recommended for survey control.
 MD1199
 MD1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1199.See file dsdata.pdf to determine how the superseded data were derived.
 MD1199
 MD1199_MARKER: DB = BENCH MARK DISK
 MD1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1199_STAMPING: Q 172 1946
 MD1199_MARK LOGO: CGS
 MD1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1199+STABILITY: SURFACE MOTION
 MD1199
 MD1199  HISTORY     - Date     Condition        Report By
 MD1199  HISTORY     - 1946     MONUMENTED       CGS
 MD1199  HISTORY     - 20221115 MARK NOT FOUND   IN-029
 MD1199
 MD1199                          STATION DESCRIPTION
 MD1199
 MD1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1199'5 MI W FROM NEW PARIS.
 MD1199'0.45 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE CROSSROADS AT
 MD1199'THE WEST EDGE OF NEW PARIS, THENCE ABOUT 4.6 MILES WEST ALONG
 MD1199'GRAVEL, CONCRETE AND BLACK-TOP ROADS, ABOUT 1.0 MILE EAST OF A
 MD1199'CROSSROADS WITH BLACK-TOP ROADS LEADING SOUTH AND EAST AND GRAVEL
 MD1199'ROADS LEADING NORTH AND WEST, IN THE SOUTHWEST QUARTER OF THE
 MD1199'INTERSECTION OF A BLACK-TOP ROAD LEADING NORTH AND A GRAVEL ROAD
 MD1199'LEADING SOUTH, 110 FEET NORTHWEST ACROSS THE ROAD FROM THE
 MD1199'NORTHWEST CORNER OF THE SALEM MENNONITE CHURCH, 27 FEET WEST OF
 MD1199'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 19 FEET SOUTH OF THE
 MD1199'CENTER LINE OF THE EAST-AND-WEST ROAD, 3.5 FEET WEST OF A FENCE
 MD1199'CORNER, 1.5 FEET NORTH OF THE FENCE, AND ABOUT LEVEL WITH THE
 MD1199'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 MD1199'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE INTERSECTION OF
 MD1199'U.S. HIGHWAY 6 AND STATE HIGHWAY 19 AT NAPPANEE BY GOING ABOUT
 MD1199'3.4 MILES NORTH ALONG STATE HIGHWAY 19 AND THENCE ABOUT 4.0
 MD1199'MILES EAST ALONG GRAVEL AND BLACK-TOP ROADS.
 MD1199
 MD1199                          STATION RECOVERY (2022)
 MD1199
 MD1199'RECOVERY NOTE BY DEARBORN COUNTY INDIANA 2022 (IH)
 MD1199'MARK NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1855 ***********************************************************************
 LA1855  DESIGNATION -  Q 173
 LA1855  PID         -  LA1855
 LA1855  STATE/COUNTY-  IN/GRANT
 LA1855  COUNTRY     -  US
 LA1855  USGS QUAD   -  SWEETSER (2019)
 LA1855
 LA1855                         *CURRENT SURVEY CONTROL
 LA1855  ______________________________________________________________________
 LA1855* NAD 83(1986) POSITION- 40 32 58.     (N) 085 49 33.     (W)   SCALED
 LA1855* NAVD 88 ORTHO HEIGHT -   256.476 (meters)      841.46  (feet) ADJUSTED
 LA1855  ______________________________________________________________________
 LA1855  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 LA1855  DYNAMIC HEIGHT  -        256.345 (meters)      841.03  (feet) COMP
 LA1855  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LA1855
 LA1855  VERT ORDER      -  SECOND    CLASS 0
 LA1855
 LA1855.The horizontal coordinates were scaled from a map and have
 LA1855.an estimated accuracy of +/- 6 seconds.
 LA1855
 LA1855.The orthometric height was determined by differential leveling and
 LA1855.adjusted by the NATIONAL GEODETIC SURVEY
 LA1855.in June 1991.
 LA1855
 LA1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1855.GEOID18 height accuracy estimate available here.
 LA1855
 LA1855.Click photographs - Photos may exist for this station.
 LA1855
 LA1855.The dynamic height is computed by dividing the NAVD 88
 LA1855.geopotential number by the normal gravity value computed on the
 LA1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1855.degrees latitude (g = 980.6199 gals.).
 LA1855
 LA1855.The modeled gravity was interpolated from observed gravity values.
 LA1855
 LA1855;                    North         East    Units  Estimated Accuracy
 LA1855;SPC IN E     -   588,540.       86,520.      MT  (+/- 180 meters Scaled)
 LA1855
 LA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994894(NAD 83)
 LA1855
 LA1855                          SUPERSEDED SURVEY CONTROL
 LA1855
 LA1855  NGVD 29 (??/??/92)  256.600  (m)          841.86   (f) ADJ UNCH    2 0
 LA1855
 LA1855.Superseded values are not recommended for survey control.
 LA1855
 LA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1855.See file dsdata.pdf to determine how the superseded data were derived.
 LA1855
 LA1855_MARKER: DB = BENCH MARK DISK
 LA1855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1855_SP_SET: BOX CULVERT HEADWALL
 LA1855_STAMPING: Q 173 1946
 LA1855_MARK LOGO: CGS
 LA1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1855+STABILITY: SURFACE MOTION
 LA1855
 LA1855  HISTORY     - Date     Condition        Report By
 LA1855  HISTORY     - 1946     MONUMENTED       CGS
 LA1855
 LA1855                          STATION DESCRIPTION
 LA1855
 LA1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1855'2.8 MI N FROM SWAYZEE.
 LA1855'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1855'AT SWAYZEE, ABOUT 0.15 MILES SOUTH OF A BLACK TOP CROSS ROAD,
 LA1855'SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 6
 LA1855'BY 3 FOOT CONCRETE BOX CULVERT, 24 FEET WEST OF AND ABOUT LEVEL
 LA1855'WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- MARK IS ABOUT 1.6
 LA1855'MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF HIGHWAY
 LA1855'18 AND 21 AT MIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1601 ***********************************************************************
 LA1601  DESIGNATION -  Q 174
 LA1601  PID         -  LA1601
 LA1601  STATE/COUNTY-  IN/GRANT
 LA1601  COUNTRY     -  US
 LA1601  USGS QUAD   -  MARION (2019)
 LA1601
 LA1601                         *CURRENT SURVEY CONTROL
 LA1601  ______________________________________________________________________
 LA1601* NAD 83(1986) POSITION- 40 32 14.     (N) 085 39 22.     (W)   SCALED
 LA1601* NAVD 88 ORTHO HEIGHT -   252.542 (meters)      828.55  (feet) ADJUSTED
 LA1601  ______________________________________________________________________
 LA1601  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 LA1601  DYNAMIC HEIGHT  -        252.413 (meters)      828.13  (feet) COMP
 LA1601  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 LA1601
 LA1601  VERT ORDER      -  FIRST     CLASS II
 LA1601
 LA1601.The horizontal coordinates were scaled from a map and have
 LA1601.an estimated accuracy of +/- 6 seconds.
 LA1601
 LA1601.The orthometric height was determined by differential leveling and
 LA1601.adjusted by the NATIONAL GEODETIC SURVEY
 LA1601.in June 1991.
 LA1601
 LA1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1601.GEOID18 height accuracy estimate available here.
 LA1601
 LA1601.Click photographs - Photos may exist for this station.
 LA1601
 LA1601.The dynamic height is computed by dividing the NAVD 88
 LA1601.geopotential number by the normal gravity value computed on the
 LA1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1601.degrees latitude (g = 980.6199 gals.).
 LA1601
 LA1601.The modeled gravity was interpolated from observed gravity values.
 LA1601
 LA1601;                    North         East    Units  Estimated Accuracy
 LA1601;SPC IN E     -   587,170.      100,890.      MT  (+/- 180 meters Scaled)
 LA1601
 LA1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138882(NAD 83)
 LA1601
 LA1601                          SUPERSEDED SURVEY CONTROL
 LA1601
 LA1601  NGVD 29 (??/??/92)  252.669  (m)          828.96   (f) ADJ UNCH    1 2
 LA1601
 LA1601.Superseded values are not recommended for survey control.
 LA1601
 LA1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1601.See file dsdata.pdf to determine how the superseded data were derived.
 LA1601
 LA1601_MARKER: DB = BENCH MARK DISK
 LA1601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1601_SP_SET: BRIDGE
 LA1601_STAMPING: Q 174 1946
 LA1601_MARK LOGO: CGS
 LA1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1601
 LA1601  HISTORY     - Date     Condition        Report By
 LA1601  HISTORY     - 1946     MONUMENTED       CGS
 LA1601  HISTORY     - 1962     GOOD             CGS
 LA1601
 LA1601                          STATION DESCRIPTION
 LA1601
 LA1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1601'AT MARION.
 LA1601'AT MARION, ABOUT 0.95 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO
 LA1601'AND ST. LOUIS RAILROAD FROM THE STATION, AT THE OVERPASS BRIDGE
 LA1601'OF THE CHESAPEAKE AND OHIO RAILROAD, ABOUT 1 POLE SOUTHWEST OF
 LA1601'POLE 154/40, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 LA1601'BASE OF THE SOUTHWEST STEEL PIER OF THE BRIDGE, 26 FEET SOUTHEAST
 LA1601'OF AND ABOUT LEVEL WITH THE SOUTHEAST RAIL OF THE TRACK.
 LA1601
 LA1601                          STATION RECOVERY (1962)
 LA1601
 LA1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0261 ***********************************************************************
 LB0261  DESIGNATION -  Q 175
 LB0261  PID         -  LB0261
 LB0261  STATE/COUNTY-  IN/MIAMI
 LB0261  COUNTRY     -  US
 LB0261  USGS QUAD   -  BUNKER HILL (2019)
 LB0261
 LB0261                         *CURRENT SURVEY CONTROL
 LB0261  ______________________________________________________________________
 LB0261* NAD 83(1986) POSITION- 40 43 56.     (N) 086 06 48.     (W)   SCALED
 LB0261* NAVD 88 ORTHO HEIGHT -   223.056 (meters)      731.81  (feet) ADJUSTED
 LB0261  ______________________________________________________________________
 LB0261  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 LB0261  DYNAMIC HEIGHT  -        222.949 (meters)      731.46  (feet) COMP
 LB0261  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 LB0261
 LB0261  VERT ORDER      -  SECOND    CLASS 0
 LB0261
 LB0261.The horizontal coordinates were scaled from a map and have
 LB0261.an estimated accuracy of +/- 6 seconds.
 LB0261
 LB0261.The orthometric height was determined by differential leveling and
 LB0261.adjusted by the NATIONAL GEODETIC SURVEY
 LB0261.in June 1991.
 LB0261
 LB0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0261.GEOID18 height accuracy estimate available here.
 LB0261
 LB0261.Click photographs - Photos may exist for this station.
 LB0261
 LB0261.The dynamic height is computed by dividing the NAVD 88
 LB0261.geopotential number by the normal gravity value computed on the
 LB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0261.degrees latitude (g = 980.6199 gals.).
 LB0261
 LB0261.The modeled gravity was interpolated from observed gravity values.
 LB0261
 LB0261;                    North         East    Units  Estimated Accuracy
 LB0261;SPC IN E     -   608,920.       62,270.      MT  (+/- 180 meters Scaled)
 LB0261
 LB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748094(NAD 83)
 LB0261
 LB0261                          SUPERSEDED SURVEY CONTROL
 LB0261
 LB0261  NGVD 29 (??/??/92)  223.181  (m)          732.22   (f) ADJ UNCH    2 0
 LB0261
 LB0261.Superseded values are not recommended for survey control.
 LB0261
 LB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0261.See file dsdata.pdf to determine how the superseded data were derived.
 LB0261
 LB0261_MARKER: DB = BENCH MARK DISK
 LB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0261_STAMPING: Q 175 1946
 LB0261_MARK LOGO: CGS
 LB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0261+STABILITY: SURFACE MOTION
 LB0261
 LB0261  HISTORY     - Date     Condition        Report By
 LB0261  HISTORY     - 1946     MONUMENTED       CGS
 LB0261  HISTORY     - 1962     GOOD             LOCSUR
 LB0261
 LB0261                          STATION DESCRIPTION
 LB0261
 LB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0261'1.2 MI S FROM PERU.
 LB0261'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM ITS JUNCTION
 LB0261'WITH U.S. HIGHWAY 24 AT PERU, AT THE ENTRANCE TO THE PERU
 LB0261'AIRPORT, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME
 LB0261'HANGAR, 18 FEET EAST OF THE CENTER LINE OF THE ENTRANCE DRIVE
 LB0261'WAY, 1 FOOT WEST OF A WIRE FENCE, 1 FOOT SOUTH OF A BOARD FENCE,
 LB0261'SET IN THE FENCE CORNER, 1 FOOT ABOVE THE DRIVE WAY, AND SET IN THE
 LB0261'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0261
 LB0261                          STATION RECOVERY (1962)
 LB0261
 LB0261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LB0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0365 ***********************************************************************
 ME0365  DESIGNATION -  Q 176
 ME0365  PID         -  ME0365
 ME0365  STATE/COUNTY-  IN/FULTON
 ME0365  COUNTRY     -  US
 ME0365  USGS QUAD   -  CULVER (2019)
 ME0365
 ME0365                         *CURRENT SURVEY CONTROL
 ME0365  ______________________________________________________________________
 ME0365* NAD 83(1986) POSITION- 41 09 02.     (N) 086 24 53.     (W)   SCALED
 ME0365* NAVD 88 ORTHO HEIGHT -   223.817 (meters)      734.31  (feet) ADJUSTED
 ME0365  ______________________________________________________________________
 ME0365  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 ME0365  DYNAMIC HEIGHT  -        223.726 (meters)      734.01  (feet) COMP
 ME0365  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 ME0365
 ME0365  VERT ORDER      -  SECOND    CLASS 0
 ME0365
 ME0365.The horizontal coordinates were scaled from a map and have
 ME0365.an estimated accuracy of +/- 6 seconds.
 ME0365
 ME0365.The orthometric height was determined by differential leveling and
 ME0365.adjusted by the NATIONAL GEODETIC SURVEY
 ME0365.in June 1991.
 ME0365
 ME0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0365.GEOID18 height accuracy estimate available here.
 ME0365
 ME0365.Click photographs - Photos may exist for this station.
 ME0365
 ME0365.The dynamic height is computed by dividing the NAVD 88
 ME0365.geopotential number by the normal gravity value computed on the
 ME0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0365.degrees latitude (g = 980.6199 gals.).
 ME0365
 ME0365.The modeled gravity was interpolated from observed gravity values.
 ME0365
 ME0365;                    North         East    Units  Estimated Accuracy
 ME0365;SPC IN E     -   655,550.       37,210.      MT  (+/- 180 meters Scaled)
 ME0365
 ME0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491556(NAD 83)
 ME0365
 ME0365                          SUPERSEDED SURVEY CONTROL
 ME0365
 ME0365  NGVD 29 (??/??/92)  223.940  (m)          734.71   (f) ADJ UNCH    2 0
 ME0365
 ME0365.Superseded values are not recommended for survey control.
 ME0365
 ME0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0365.See file dsdata.pdf to determine how the superseded data were derived.
 ME0365
 ME0365_MARKER: DB = BENCH MARK DISK
 ME0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0365_SP_SET: CULVERT HEADWALL
 ME0365_STAMPING: Q 176 1946
 ME0365_MARK LOGO: CGS
 ME0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0365+STABILITY: SURFACE MOTION
 ME0365
 ME0365  HISTORY     - Date     Condition        Report By
 ME0365  HISTORY     - 1946     MONUMENTED       CGS
 ME0365  HISTORY     - 1976     GOOD             LOCENG
 ME0365  HISTORY     - 1984     GOOD             USPSQD
 ME0365
 ME0365                          STATION DESCRIPTION
 ME0365
 ME0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0365'0.9 MI N FROM DELONG.
 ME0365'ABOUT 0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0365'STATION AT DELONG, 0.1 MILE NORTH OF A GRAVEL ROAD CROSSING,
 ME0365'ABOUT 125 FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOST
 ME0365'144, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 ME0365'OF A 3-FOOT CLAY TILE CULVERT UNDER THE TRACK, 10 FEET WEST OF
 ME0365'THE WEST RAIL OF THE TRACK, 1 FOOT NORTH OF THE SOUTH END OF THE
 ME0365'HEADWALL AND ABOUT 2 FEET BELOW TRACK LEVEL.
 ME0365
 ME0365                          STATION RECOVERY (1976)
 ME0365
 ME0365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 ME0365'RECOVERED IN GOOD CONDITION.
 ME0365
 ME0365                          STATION RECOVERY (1984)
 ME0365
 ME0365'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0365'ADDITIONAL INFORMATION: RAILROAD ABANDONED AND RAILS TIES, SIGNALS
 ME0365'AND MILEPOSTS REMOVED. ABOUT 0.9 MILE NORTH ALONG OLD STATE HIGHWAY
 ME0365'17 FROM DELONG, ABOUT 33 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY,
 ME0365'SET IN THE SOUTH END OF THE EAST CONCRETE HEADWALL OF AN OLD RAILROAD
 ME0365'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0438 ***********************************************************************
 ME0438  DESIGNATION -  Q 177
 ME0438  PID         -  ME0438
 ME0438  STATE/COUNTY-  IN/KOSCIUSKO
 ME0438  COUNTRY     -  US
 ME0438  USGS QUAD   -  AKRON (2019)
 ME0438
 ME0438                         *CURRENT SURVEY CONTROL
 ME0438  ______________________________________________________________________
 ME0438* NAD 83(1986) POSITION- 41 04 15.     (N) 086 00 29.     (W)   SCALED
 ME0438* NAVD 88 ORTHO HEIGHT -   268.713 (meters)      881.60  (feet) ADJUSTED
 ME0438  ______________________________________________________________________
 ME0438  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 ME0438  DYNAMIC HEIGHT  -        268.594 (meters)      881.21  (feet) COMP
 ME0438  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 ME0438
 ME0438  VERT ORDER      -  SECOND    CLASS 0
 ME0438
 ME0438.The horizontal coordinates were scaled from a map and have
 ME0438.an estimated accuracy of +/- 6 seconds.
 ME0438
 ME0438.The orthometric height was determined by differential leveling and
 ME0438.adjusted by the NATIONAL GEODETIC SURVEY
 ME0438.in June 1991.
 ME0438
 ME0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0438.GEOID18 height accuracy estimate available here.
 ME0438
 ME0438.Click photographs - Photos may exist for this station.
 ME0438
 ME0438.The dynamic height is computed by dividing the NAVD 88
 ME0438.geopotential number by the normal gravity value computed on the
 ME0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0438.degrees latitude (g = 980.6199 gals.).
 ME0438
 ME0438.The modeled gravity was interpolated from observed gravity values.
 ME0438
 ME0438;                    North         East    Units  Estimated Accuracy
 ME0438;SPC IN E     -   646,480.       71,310.      MT  (+/- 180 meters Scaled)
 ME0438
 ME0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833470(NAD 83)
 ME0438
 ME0438                          SUPERSEDED SURVEY CONTROL
 ME0438
 ME0438  NGVD 29 (??/??/92)  268.836  (m)          882.01   (f) ADJ UNCH    2 0
 ME0438
 ME0438.Superseded values are not recommended for survey control.
 ME0438
 ME0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0438.See file dsdata.pdf to determine how the superseded data were derived.
 ME0438
 ME0438_MARKER: DB = BENCH MARK DISK
 ME0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0438_STAMPING: Q 177 1946
 ME0438_MARK LOGO: CGS
 ME0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0438+STABILITY: SURFACE MOTION
 ME0438
 ME0438  HISTORY     - Date     Condition        Report By
 ME0438  HISTORY     - 1946     MONUMENTED       CGS
 ME0438  HISTORY     - 1989     GOOD             USPSQD
 ME0438  HISTORY     - 1990     GOOD             USPSQD
 ME0438
 ME0438                          STATION DESCRIPTION
 ME0438
 ME0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0438'3.3 MI NE FROM AKRON.
 ME0438'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE STATE
 ME0438'BANK BUILDING AT AKRON, THENCE 1.1 MILE EAST ALONG A PAVED
 ME0438'ROAD AND STATE HIGHWAY 14, ABOUT 0.5 MILE EAST OF THE JUNCTION
 ME0438'WITH STATE HIGHWAY 14 AND GLENNS CITY SERVICE STATION, AT THE
 ME0438'JUNCTION WITH A GRAVEL ROAD LEADING NORTH, IN THE NORTHEAST CORNER
 ME0438'OF THE YARD AT THE H.D. SMITH FARM, 106 FEET NORTH-NORTHEAST OF
 ME0438'THE NORTHEAST CORNER OF THE HOUSE, 93 FEET WEST OF THE EXTENDED
 ME0438'CENTER LINE OF THE ROAD LEADING NORTH, 41 FEET SOUTH OF THE CENTER
 ME0438'LINE OF THE HIGHWAY, 68 FEET EAST OF THE CENTER LINE OF THE
 ME0438'DRIVEWAY, 2.5 FEET SOUTH OF A 6-INCH CONCRETE CORNER FENCE POST,
 ME0438'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME0438'POST PROJECTING ABOUT 6 INCHES.
 ME0438
 ME0438                          STATION RECOVERY (1989)
 ME0438
 ME0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLM)
 ME0438'RECOVERED IN GOOD CONDITION.
 ME0438
 ME0438                          STATION RECOVERY (1990)
 ME0438
 ME0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0435 ***********************************************************************
 ME0435  DESIGNATION -  Q 178
 ME0435  PID         -  ME0435
 ME0435  STATE/COUNTY-  IN/KOSCIUSKO
 ME0435  COUNTRY     -  US
 ME0435  USGS QUAD   -  MENTONE (2019)
 ME0435
 ME0435                         *CURRENT SURVEY CONTROL
 ME0435  ______________________________________________________________________
 ME0435* NAD 83(1986) POSITION- 41 07 45.     (N) 086 02 17.     (W)   SCALED
 ME0435* NAVD 88 ORTHO HEIGHT -   265.322 (meters)      870.48  (feet) ADJUSTED
 ME0435  ______________________________________________________________________
 ME0435  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0435  DYNAMIC HEIGHT  -        265.207 (meters)      870.10  (feet) COMP
 ME0435  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 ME0435
 ME0435  VERT ORDER      -  SECOND    CLASS 0
 ME0435
 ME0435.The horizontal coordinates were scaled from a map and have
 ME0435.an estimated accuracy of +/- 6 seconds.
 ME0435
 ME0435.The orthometric height was determined by differential leveling and
 ME0435.adjusted by the NATIONAL GEODETIC SURVEY
 ME0435.in June 1991.
 ME0435
 ME0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0435.GEOID18 height accuracy estimate available here.
 ME0435
 ME0435.Click photographs - Photos may exist for this station.
 ME0435
 ME0435.The dynamic height is computed by dividing the NAVD 88
 ME0435.geopotential number by the normal gravity value computed on the
 ME0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0435.degrees latitude (g = 980.6199 gals.).
 ME0435
 ME0435.The modeled gravity was interpolated from observed gravity values.
 ME0435
 ME0435;                    North         East    Units  Estimated Accuracy
 ME0435;SPC IN E     -   652,970.       68,820.      MT  (+/- 180 meters Scaled)
 ME0435
 ME0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807535(NAD 83)
 ME0435
 ME0435                          SUPERSEDED SURVEY CONTROL
 ME0435
 ME0435  NGVD 29 (??/??/92)  265.447  (m)          870.89   (f) ADJ UNCH    2 0
 ME0435
 ME0435.Superseded values are not recommended for survey control.
 ME0435
 ME0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0435.See file dsdata.pdf to determine how the superseded data were derived.
 ME0435
 ME0435_MARKER: DB = BENCH MARK DISK
 ME0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0435_SP_SET: CULVERT HEADWALL
 ME0435_STAMPING: Q 178 1946
 ME0435_MARK LOGO: CGS
 ME0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0435+STABILITY: SURFACE MOTION
 ME0435
 ME0435  HISTORY     - Date     Condition        Report By
 ME0435  HISTORY     - 1946     MONUMENTED       CGS
 ME0435  HISTORY     - 1989     GOOD             USPSQD
 ME0435  HISTORY     - 19960716 GOOD             USPSQD
 ME0435
 ME0435                          STATION DESCRIPTION
 ME0435
 ME0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0435'3 MI S FROM MENTONE.
 ME0435'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 ME0435'WITH STATE HIGHWAY 25 AT MENTONE, ABOUT 120 YARDS SOUTH OF A
 ME0435'BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY, IN THE NORTHEAST
 ME0435'QUARTER OF A PAVED ROAD INTERSECTION, SET IN THE TOP OF THE
 ME0435'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 24-INCH
 ME0435'CORRUGATED STEEL PIPE CULVERT SLANTING DIAGONALLY FROM NORTHEAST
 ME0435'TO SOUTHWEST UNDER THE INTERSECTION, 37 FEET EAST OF THE CENTER
 ME0435'LINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF THE
 ME0435'EAST-WEST ROAD, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 ME0435'HEADWALL, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE INTERSECTION.
 ME0435
 ME0435                          STATION RECOVERY (1989)
 ME0435
 ME0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0435'RECOVERED IN GOOD CONDITION.
 ME0435
 ME0435                          STATION RECOVERY (1996)
 ME0435
 ME0435'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0250 ***********************************************************************
 LB0250  DESIGNATION -  Q 179
 LB0250  PID         -  LB0250
 LB0250  STATE/COUNTY-  IN/MIAMI
 LB0250  COUNTRY     -  US
 LB0250  USGS QUAD   -  DEEDSVILLE (2019)
 LB0250
 LB0250                         *CURRENT SURVEY CONTROL
 LB0250  ______________________________________________________________________
 LB0250* NAD 83(1986) POSITION- 40 56 10.     (N) 086 01 39.     (W)   SCALED
 LB0250* NAVD 88 ORTHO HEIGHT -   264.968 (meters)      869.32  (feet) ADJUSTED
 LB0250  ______________________________________________________________________
 LB0250  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 LB0250  DYNAMIC HEIGHT  -        264.845 (meters)      868.91  (feet) COMP
 LB0250  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 LB0250
 LB0250  VERT ORDER      -  SECOND    CLASS 0
 LB0250
 LB0250.The horizontal coordinates were scaled from a map and have
 LB0250.an estimated accuracy of +/- 6 seconds.
 LB0250
 LB0250.The orthometric height was determined by differential leveling and
 LB0250.adjusted by the NATIONAL GEODETIC SURVEY
 LB0250.in June 1991.
 LB0250
 LB0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0250.GEOID18 height accuracy estimate available here.
 LB0250
 LB0250.Click photographs - Photos may exist for this station.
 LB0250
 LB0250.The dynamic height is computed by dividing the NAVD 88
 LB0250.geopotential number by the normal gravity value computed on the
 LB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0250.degrees latitude (g = 980.6199 gals.).
 LB0250
 LB0250.The modeled gravity was interpolated from observed gravity values.
 LB0250
 LB0250;                    North         East    Units  Estimated Accuracy
 LB0250;SPC IN E     -   631,530.       69,610.      MT  (+/- 180 meters Scaled)
 LB0250
 LB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818321(NAD 83)
 LB0250
 LB0250                          SUPERSEDED SURVEY CONTROL
 LB0250
 LB0250  NGVD 29 (??/??/92)  265.089  (m)          869.71   (f) ADJ UNCH    2 0
 LB0250
 LB0250.Superseded values are not recommended for survey control.
 LB0250
 LB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0250.See file dsdata.pdf to determine how the superseded data were derived.
 LB0250
 LB0250_MARKER: DB = BENCH MARK DISK
 LB0250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0250_SP_SET: GATE POST
 LB0250_STAMPING: Q 179 1946
 LB0250_MARK LOGO: CGS
 LB0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0250
 LB0250  HISTORY     - Date     Condition        Report By
 LB0250  HISTORY     - 1946     MONUMENTED       CGS
 LB0250  HISTORY     - 1960     POOR             USGS
 LB0250  HISTORY     - 1989     POOR             USPSQD
 LB0250
 LB0250                          STATION DESCRIPTION
 LB0250
 LB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0250'2.8 MI S FROM GILEAD.
 LB0250'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0250'TOWNSHIP SCHOOL AT GILEAD, ABOUT 1.65 MILES NORTH OF THE JUNCTION
 LB0250'OF STATE HIGHWAY 16 LEADING EAST, AT A GATE LEADING INTO A FIELD
 LB0250'ON THE WEST SIDE OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE
 LB0250'OF THE SOUTH 16 BY 16 INCH CONCRETE GATE POST, 27 FEET WEST OF
 LB0250'THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTH OF THE CENTER OF
 LB0250'THE GATE AND ABOUT 2 FEET ABOVE THE GROUND.  NOTE-- CONCRETE
 LB0250'GATE POST HAS BEEN TILTED IN A SOUTHWARD DIRECTION, CAUSING THE
 LB0250'BOTTOM OF THE POST TO RAISE AN INCH ABOVE THE GROUND.
 LB0250
 LB0250                          STATION RECOVERY (1960)
 LB0250
 LB0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB0250'MARK RECOVERED IN POOR CONDITION.
 LB0250
 LB0250                          STATION RECOVERY (1989)
 LB0250
 LB0250'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0250'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0869 ***********************************************************************
 ME0869  DESIGNATION -  Q 18
 ME0869  PID         -  ME0869
 ME0869  STATE/COUNTY-  IN/LA PORTE
 ME0869  COUNTRY     -  US
 ME0869  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0869
 ME0869                         *CURRENT SURVEY CONTROL
 ME0869  ______________________________________________________________________
 ME0869* NAD 83(1986) POSITION- 41 41 46.     (N) 086 54 37.     (W)   SCALED
 ME0869* NAVD 88 ORTHO HEIGHT -   189.410 (meters)      621.42  (feet) ADJUSTED
 ME0869  ______________________________________________________________________
 ME0869  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME0869  DYNAMIC HEIGHT  -        189.341 (meters)      621.20  (feet) COMP
 ME0869  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 ME0869
 ME0869  VERT ORDER      -  SECOND    CLASS 0
 ME0869
 ME0869.The horizontal coordinates were scaled from a map and have
 ME0869.an estimated accuracy of +/- 6 seconds.
 ME0869
 ME0869.The orthometric height was determined by differential leveling and
 ME0869.adjusted by the NATIONAL GEODETIC SURVEY
 ME0869.in June 1991.
 ME0869
 ME0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0869.GEOID18 height accuracy estimate available here.
 ME0869
 ME0869.Click photographs - Photos may exist for this station.
 ME0869
 ME0869.The dynamic height is computed by dividing the NAVD 88
 ME0869.geopotential number by the normal gravity value computed on the
 ME0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0869.degrees latitude (g = 980.6199 gals.).
 ME0869
 ME0869.The modeled gravity was interpolated from observed gravity values.
 ME0869
 ME0869;                    North         East    Units  Estimated Accuracy
 ME0869;SPC IN W     -   715,880.      914,410.      MT  (+/- 180 meters Scaled)
 ME0869
 ME0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM074160(NAD 83)
 ME0869
 ME0869                          SUPERSEDED SURVEY CONTROL
 ME0869
 ME0869  NGVD 29 (??/??/92)  189.521  (m)          621.79   (f) ADJ UNCH    2 0
 ME0869
 ME0869.Superseded values are not recommended for survey control.
 ME0869
 ME0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0869.See file dsdata.pdf to determine how the superseded data were derived.
 ME0869
 ME0869_MARKER: DB = BENCH MARK DISK
 ME0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0869_STAMPING: Q 18 1934
 ME0869_MARK LOGO: CGS
 ME0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0869+STABILITY: SURFACE MOTION
 ME0869
 ME0869  HISTORY     - Date     Condition        Report By
 ME0869  HISTORY     - 1934     MONUMENTED       CGS
 ME0869  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0869
 ME0869                          STATION DESCRIPTION
 ME0869
 ME0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0869'0.9 MI SW FROM MICHIGAN CITY.
 ME0869'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0869'THE PERE MARQUETTE RAILWAY, 10 YARDS SOUTH OF THE CENTER OF THE
 ME0869'CROSSING OF THE PERE MARQUETTE AND THE MONON RAILWAYS, 10 YARDS
 ME0869'SOUTHEAST OF THE SWITCH HOUSE AT THE CROSSING, 4 YARDS SOUTHEAST
 ME0869'OF THE SOUTHEAST RAIL OF THE PERE MARQUETTE RAILWAY, 4 YARDS
 ME0869'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MONON RAILWAY, A CONCRETE
 ME0869'POST, 6 INCHES ABOVE THE GROUND, A STANDARD DISK, STAMPED Q 18
 ME0869'1934.
 ME0869
 ME0869                          STATION RECOVERY (1985)
 ME0869
 ME0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0205 ***********************************************************************
 LB0205  DESIGNATION -  Q 180
 LB0205  PID         -  LB0205
 LB0205  STATE/COUNTY-  IN/MIAMI
 LB0205  COUNTRY     -  US
 LB0205  USGS QUAD   -  DEEDSVILLE (2019)
 LB0205
 LB0205                         *CURRENT SURVEY CONTROL
 LB0205  ______________________________________________________________________
 LB0205* NAD 83(1986) POSITION- 40 58 05.     (N) 086 06 50.     (W)   SCALED
 LB0205* NAVD 88 ORTHO HEIGHT -   260.814 (meters)      855.69  (feet) ADJUSTED
 LB0205  ______________________________________________________________________
 LB0205  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 LB0205  DYNAMIC HEIGHT  -        260.695 (meters)      855.30  (feet) COMP
 LB0205  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 LB0205
 LB0205  VERT ORDER      -  SECOND    CLASS 0
 LB0205
 LB0205.The horizontal coordinates were scaled from a map and have
 LB0205.an estimated accuracy of +/- 6 seconds.
 LB0205
 LB0205.The orthometric height was determined by differential leveling and
 LB0205.adjusted by the NATIONAL GEODETIC SURVEY
 LB0205.in June 1991.
 LB0205
 LB0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0205.GEOID18 height accuracy estimate available here.
 LB0205
 LB0205.Click photographs - Photos may exist for this station.
 LB0205
 LB0205.The dynamic height is computed by dividing the NAVD 88
 LB0205.geopotential number by the normal gravity value computed on the
 LB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0205.degrees latitude (g = 980.6199 gals.).
 LB0205
 LB0205.The modeled gravity was interpolated from observed gravity values.
 LB0205
 LB0205;                    North         East    Units  Estimated Accuracy
 LB0205;SPC IN E     -   635,110.       62,360.      MT  (+/- 180 meters Scaled)
 LB0205
 LB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL745355(NAD 83)
 LB0205
 LB0205                          SUPERSEDED SURVEY CONTROL
 LB0205
 LB0205  NGVD 29 (??/??/92)  260.934  (m)          856.08   (f) ADJ UNCH    2 0
 LB0205
 LB0205.Superseded values are not recommended for survey control.
 LB0205
 LB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0205.See file dsdata.pdf to determine how the superseded data were derived.
 LB0205
 LB0205_MARKER: DB = BENCH MARK DISK
 LB0205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0205_SP_SET: FENCE POST
 LB0205_STAMPING: Q 180 1946
 LB0205_MARK LOGO: CGS
 LB0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0205
 LB0205  HISTORY     - Date     Condition        Report By
 LB0205  HISTORY     - 1946     MONUMENTED       CGS
 LB0205  HISTORY     - 1989     GOOD             USPSQD
 LB0205
 LB0205                          STATION DESCRIPTION
 LB0205
 LB0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0205'1.2 MI NE FROM MACY.
 LB0205'ABOUT 0.65 MILE NORTH ALONG A BLACK TOP ROAD FROM THE M.E. CHURCH
 LB0205'AT MACY, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD, ABOUT
 LB0205'0.2 MILE EAST OF A TWO STORY FARM HOUSE ON THE SOUTH SIDE OF
 LB0205'THE ROAD, AT A DRIVE WAY TO A TWO STORY HOUSE ON THE SOUTH SIDE
 LB0205'OF THE ROAD, SET VERTICALLY IN THE NORTH FACE OF THE 18 BY 18
 LB0205'INCH CONCRETE FENCE CORNER POST, 18 FEET SOUTH OF THE CENTER LINE
 LB0205'OF THE ROAD, 15 FEET WEST OF THE CENTER LINE OF THE DRIVE WAY,
 LB0205'2.2 FEET ABOVE THE GROUND, AND SET IN A DRILL HOLE.
 LB0205
 LB0205                          STATION RECOVERY (1989)
 LB0205
 LB0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0174 ***********************************************************************
 LB0174  DESIGNATION -  Q 181
 LB0174  PID         -  LB0174
 LB0174  STATE/COUNTY-  IN/CASS
 LB0174  COUNTRY     -  US
 LB0174  USGS QUAD   -  MACY (2019)
 LB0174
 LB0174                         *CURRENT SURVEY CONTROL
 LB0174  ______________________________________________________________________
 LB0174* NAD 83(1986) POSITION- 40 54 09.     (N) 086 14 33.     (W)   SCALED
 LB0174* NAVD 88 ORTHO HEIGHT -   249.556 (meters)      818.75  (feet) ADJUSTED
 LB0174  ______________________________________________________________________
 LB0174  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 LB0174  DYNAMIC HEIGHT  -        249.443 (meters)      818.38  (feet) COMP
 LB0174  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 LB0174
 LB0174  VERT ORDER      -  SECOND    CLASS 0
 LB0174
 LB0174.The horizontal coordinates were scaled from a map and have
 LB0174.an estimated accuracy of +/- 6 seconds.
 LB0174
 LB0174.The orthometric height was determined by differential leveling and
 LB0174.adjusted by the NATIONAL GEODETIC SURVEY
 LB0174.in June 1991.
 LB0174
 LB0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0174.GEOID18 height accuracy estimate available here.
 LB0174
 LB0174.Click photographs - Photos may exist for this station.
 LB0174
 LB0174.The dynamic height is computed by dividing the NAVD 88
 LB0174.geopotential number by the normal gravity value computed on the
 LB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0174.degrees latitude (g = 980.6199 gals.).
 LB0174
 LB0174.The modeled gravity was interpolated from observed gravity values.
 LB0174
 LB0174;                    North         East    Units  Estimated Accuracy
 LB0174;SPC IN E     -   627,890.       51,480.      MT  (+/- 180 meters Scaled)
 LB0174
 LB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638282(NAD 83)
 LB0174
 LB0174                          SUPERSEDED SURVEY CONTROL
 LB0174
 LB0174  NGVD 29 (??/??/92)  249.674  (m)          819.14   (f) ADJ UNCH    2 0
 LB0174
 LB0174.Superseded values are not recommended for survey control.
 LB0174
 LB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0174.See file dsdata.pdf to determine how the superseded data were derived.
 LB0174
 LB0174_MARKER: DB = BENCH MARK DISK
 LB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0174_STAMPING: Q 181 1946
 LB0174_MARK LOGO: CGS
 LB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0174+STABILITY: SURFACE MOTION
 LB0174
 LB0174  HISTORY     - Date     Condition        Report By
 LB0174  HISTORY     - 1946     MONUMENTED       CGS
 LB0174
 LB0174                          STATION DESCRIPTION
 LB0174
 LB0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0174'4.2 MI SE FROM FULTON.
 LB0174'ABOUT 0.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0174'AT FULTON, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 LB0174'THENCE ABOUT 1.0 MILE EAST, THENCE ABOUT 1.95 MILES SOUTH ALONG
 LB0174'GRAVEL COUNTY ROADS, ABOUT 0.45 MILE SOUTH OF THE CASS-FULTON
 LB0174'COUNTY LINE, SET AT A FARM HOUSE ON THE WEST SIDE OF THE ROAD,
 LB0174'133 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 58 FEET
 LB0174'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 18 FEET WEST OF
 LB0174'THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A VERTICAL RAILROAD
 LB0174'RAIL FENCE CORNER POST, 5 FEET NORTH OF A 10 INCH TREE, ABOUT
 LB0174'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0174'6 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE SCHOOL AT
 LB0174'TWELVE MILE BY GOING ABOUT 2.1 MILES NORTH ALONG A ROAD TO FULTON,
 LB0174'THENCE ABOUT 1.0 MILE WEST, THENCE ABOUT 0.4 MILE NORTH ALONG
 LB0174'GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1641 ***********************************************************************
 LA1641  DESIGNATION -  Q 182
 LA1641  PID         -  LA1641
 LA1641  STATE/COUNTY-  IN/WABASH
 LA1641  COUNTRY     -  US
 LA1641  USGS QUAD   -  WABASH (2019)
 LA1641
 LA1641                         *CURRENT SURVEY CONTROL
 LA1641  ______________________________________________________________________
 LA1641* NAD 83(1986) POSITION- 40 49 32.     (N) 085 47 54.     (W)   SCALED
 LA1641* NAVD 88 ORTHO HEIGHT -   240.855 (meters)      790.21  (feet) ADJUSTED
 LA1641  ______________________________________________________________________
 LA1641  GEOID HEIGHT    -        -34.201 (meters)                     GEOID18
 LA1641  DYNAMIC HEIGHT  -        240.741 (meters)      789.83  (feet) COMP
 LA1641  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 LA1641
 LA1641  VERT ORDER      -  FIRST     CLASS II
 LA1641
 LA1641.The horizontal coordinates were scaled from a map and have
 LA1641.an estimated accuracy of +/- 6 seconds.
 LA1641
 LA1641.The orthometric height was determined by differential leveling and
 LA1641.adjusted by the NATIONAL GEODETIC SURVEY
 LA1641.in June 1991.
 LA1641
 LA1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1641.GEOID18 height accuracy estimate available here.
 LA1641
 LA1641.Click photographs - Photos may exist for this station.
 LA1641
 LA1641.The dynamic height is computed by dividing the NAVD 88
 LA1641.geopotential number by the normal gravity value computed on the
 LA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1641.degrees latitude (g = 980.6199 gals.).
 LA1641
 LA1641.The modeled gravity was interpolated from observed gravity values.
 LA1641
 LA1641;                    North         East    Units  Estimated Accuracy
 LA1641;SPC IN E     -   619,200.       88,890.      MT  (+/- 180 meters Scaled)
 LA1641
 LA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL013200(NAD 83)
 LA1641
 LA1641                          SUPERSEDED SURVEY CONTROL
 LA1641
 LA1641  NGVD 29 (??/??/92)  240.978  (m)          790.61   (f) ADJ UNCH    1 2
 LA1641
 LA1641.Superseded values are not recommended for survey control.
 LA1641
 LA1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1641.See file dsdata.pdf to determine how the superseded data were derived.
 LA1641
 LA1641_MARKER: DB = BENCH MARK DISK
 LA1641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1641_SP_SET: CULVERT HEADWALL
 LA1641_STAMPING: Q 182 1946
 LA1641_MARK LOGO: CGS
 LA1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1641+STABILITY: SURFACE MOTION
 LA1641
 LA1641  HISTORY     - Date     Condition        Report By
 LA1641  HISTORY     - 1946     MONUMENTED       CGS
 LA1641
 LA1641                          STATION DESCRIPTION
 LA1641
 LA1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1641'2 MI S FROM SPEICHER.
 LA1641'ABOUT 2.05 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1641'FROM THE GRAIN ELEVATOR AT SPEICHER, ABOUT 2.15 MILES NORTH
 LA1641'OF THE STATION AT WABASH, SET IN THE TOP OF THE NORTHEAST END
 LA1641'OF THE SOUTHEAST CONCRETE HEAD WALL OF A 6 FOOT CONCRETE
 LA1641'CULVERT NO. 257, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 LA1641'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, AND ABOUT
 LA1641'0.5 FOOT BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0162 ***********************************************************************
 LB0162  DESIGNATION -  Q 183
 LB0162  PID         -  LB0162
 LB0162  STATE/COUNTY-  IN/MIAMI
 LB0162  COUNTRY     -  US
 LB0162  USGS QUAD   -  PERU (2019)
 LB0162
 LB0162                         *CURRENT SURVEY CONTROL
 LB0162  ______________________________________________________________________
 LB0162* NAD 83(1986) POSITION- 40 51 59.     (N) 086 03 17.     (W)   SCALED
 LB0162* NAVD 88 ORTHO HEIGHT -   218.649 (meters)      717.35  (feet) ADJUSTED
 LB0162  ______________________________________________________________________
 LB0162  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LB0162  DYNAMIC HEIGHT  -        218.546 (meters)      717.01  (feet) COMP
 LB0162  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 LB0162
 LB0162  VERT ORDER      -  SECOND    CLASS 0
 LB0162
 LB0162.The horizontal coordinates were scaled from a map and have
 LB0162.an estimated accuracy of +/- 6 seconds.
 LB0162
 LB0162.The orthometric height was determined by differential leveling and
 LB0162.adjusted by the NATIONAL GEODETIC SURVEY
 LB0162.in June 1991.
 LB0162
 LB0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0162.GEOID18 height accuracy estimate available here.
 LB0162
 LB0162.Click photographs - Photos may exist for this station.
 LB0162
 LB0162.The dynamic height is computed by dividing the NAVD 88
 LB0162.geopotential number by the normal gravity value computed on the
 LB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0162.degrees latitude (g = 980.6199 gals.).
 LB0162
 LB0162.The modeled gravity was interpolated from observed gravity values.
 LB0162
 LB0162;                    North         East    Units  Estimated Accuracy
 LB0162;SPC IN E     -   623,790.       67,290.      MT  (+/- 180 meters Scaled)
 LB0162
 LB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796243(NAD 83)
 LB0162
 LB0162                          SUPERSEDED SURVEY CONTROL
 LB0162
 LB0162  NGVD 29 (??/??/92)  218.770  (m)          717.75   (f) ADJ UNCH    2 0
 LB0162
 LB0162.Superseded values are not recommended for survey control.
 LB0162
 LB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0162.See file dsdata.pdf to determine how the superseded data were derived.
 LB0162
 LB0162_MARKER: DB = BENCH MARK DISK
 LB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0162_STAMPING: Q 183 1946
 LB0162_MARK LOGO: CGS
 LB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0162+STABILITY: SURFACE MOTION
 LB0162
 LB0162  HISTORY     - Date     Condition        Report By
 LB0162  HISTORY     - 1946     MONUMENTED       CGS
 LB0162  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0162
 LB0162                          STATION DESCRIPTION
 LB0162
 LB0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0162'1.2 MI E FROM DENVER.
 LB0162'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 16 FROM THE BANK BUILDING
 LB0162'AT DENVER, SET IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL
 LB0162'ROAD, ACROSS THE HIGHWAY FROM A POWER SUB-STATION, AND IN THE
 LB0162'NORTHWEST QUARTER OF THE INTERSECTION OF THE GRAVEL ROAD AND THE
 LB0162'PENNSYLVANIA RAILROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 LB0162'HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0162'32.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 15 FEET SOUTH
 LB0162'OF POWER POLE NO. 132/472, ABOUT 0.5 FOOT BELOW THE INTERSECTION,
 LB0162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0162
 LB0162                          STATION RECOVERY (1989)
 LB0162
 LB0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1261 ***********************************************************************
 MD1261  DESIGNATION -  Q 184
 MD1261  PID         -  MD1261
 MD1261  STATE/COUNTY-  IN/KOSCIUSKO
 MD1261  COUNTRY     -  US
 MD1261  USGS QUAD   -  ATWOOD (2019)
 MD1261
 MD1261                         *CURRENT SURVEY CONTROL
 MD1261  ______________________________________________________________________
 MD1261* NAD 83(1986) POSITION- 41 15 04.     (N) 085 56 29.     (W)   SCALED
 MD1261* NAVD 88 ORTHO HEIGHT -   245.359 (meters)      804.98  (feet) ADJUSTED
 MD1261  ______________________________________________________________________
 MD1261  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 MD1261  DYNAMIC HEIGHT  -        245.256 (meters)      804.64  (feet) COMP
 MD1261  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 MD1261
 MD1261  VERT ORDER      -  FIRST     CLASS I
 MD1261
 MD1261.The horizontal coordinates were scaled from a map and have
 MD1261.an estimated accuracy of +/- 6 seconds.
 MD1261
 MD1261.The orthometric height was determined by differential leveling and
 MD1261.adjusted by the NATIONAL GEODETIC SURVEY
 MD1261.in June 1991.
 MD1261
 MD1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1261.GEOID18 height accuracy estimate available here.
 MD1261
 MD1261.Click photographs - Photos may exist for this station.
 MD1261
 MD1261.The dynamic height is computed by dividing the NAVD 88
 MD1261.geopotential number by the normal gravity value computed on the
 MD1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1261.degrees latitude (g = 980.6199 gals.).
 MD1261
 MD1261.The modeled gravity was interpolated from observed gravity values.
 MD1261
 MD1261;                    North         East    Units  Estimated Accuracy
 MD1261;SPC IN E     -   666,480.       76,980.      MT  (+/- 180 meters Scaled)
 MD1261
 MD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL886671(NAD 83)
 MD1261
 MD1261                          SUPERSEDED SURVEY CONTROL
 MD1261
 MD1261  NGVD 29 (??/??/92)  245.491  (m)          805.42   (f) ADJ UNCH    1 1
 MD1261
 MD1261.Superseded values are not recommended for survey control.
 MD1261
 MD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1261.See file dsdata.pdf to determine how the superseded data were derived.
 MD1261
 MD1261_MARKER: DB = BENCH MARK DISK
 MD1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1261_SP_SET: BRIDGE
 MD1261_STAMPING: Q 184 1946
 MD1261_MARK LOGO: CGS
 MD1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1261
 MD1261  HISTORY     - Date     Condition        Report By
 MD1261  HISTORY     - 1946     MONUMENTED       CGS
 MD1261  HISTORY     - 1968     GOOD             CGS
 MD1261  HISTORY     - 1969     GOOD             INHD
 MD1261  HISTORY     - 1981     GOOD             LOCSUR
 MD1261  HISTORY     - 1984     POOR             USPSQD
 MD1261  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1261
 MD1261                          STATION DESCRIPTION
 MD1261
 MD1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1261'1.9 MI SE FROM ATWOOD.
 MD1261'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1261'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 0.5 MILE
 MD1261'SOUTHEAST OF MILEPOST 364, ABOUT 35 YARDS NORTHEAST OF THE
 MD1261'WESTBOUND TRACK, SET ON THE TOP OF THE WING WALL AT THE WEST
 MD1261'CORNER OF A 15 FOOT CONCRETE BRIDGE UNDER U.S. HIGHWAY 30 AND
 MD1261'FOR HUFFER DITCH, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MD1261'HIGHWAY AND 15 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL
 MD1261'WITH THE HIGHWAY.  SEC 4, T 32N, R 5E.
 MD1261
 MD1261                          STATION RECOVERY (1969)
 MD1261
 MD1261'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1261'RECOVERED IN GOOD CONDITION.
 MD1261
 MD1261                          STATION RECOVERY (1981)
 MD1261
 MD1261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MD1261'RECOVERED IN GOOD CONDITION.
 MD1261
 MD1261                          STATION RECOVERY (1984)
 MD1261
 MD1261'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1261'ABOUT 1.9 MILES SOUTH EAST ALONG OLD U.S. HIGHWAY 30 FROM HARRISON
 MD1261'STREET IN ATWOOD, ABOUT 0.5 MILE SOUTH EAST OF MILEPOST 364 ON THE
 MD1261'AMTRAC RAILROAD, ABOUT 39 YARDS NORTH EAST OF THE NORTH RAIL OF THE
 MD1261'EAST BOUND TRACK. 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MD1261'ABOUT 4.5 YARDS WEST OF CENTERLINE OF CULVERT FOR HUFFER DITCH 1 FOOT
 MD1261'EAST OF GUARD RAIL POST AND DIRECTLY BELOW THE GUARD RAIL. ABOUT 1
 MD1261'FOOT BELOW THE LEVEL OF THE HIGHWAY AND 1 INCH BELOW GROUND LEVEL,
 MD1261'SET IN A PORTION OF THE OLD CONCRETE HEADWALL LEFT INTACT AFTER
 MD1261'REPLACEMENT OF THE OLD BRIDGE. ABOUT 1.9 MILES SOUTH EAST ALONG OLD
 MD1261'U.S. HIGHWAY 30 FROM THE HARRISON STREET IN ATWOOD, ABOUT 0.5 MILE
 MD1261'SOUTH EAST OF MILEPOST 364 ON THE AMTRAC RAILROAD, ABOUT 39 YARDS
 MD1261'NORTH EAST OF THE NORTH RAIL OF THE EAST BOUND TRACK, 23 FEET SOUTH
 MD1261'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 4.5 YARDS WEST OF CENTERLINE
 MD1261'OF CULVERT FOR HUFFER DITCH, 1 FOOT EAST OF GUARD RAIL POST AND
 MD1261'DIRECTLY BELOW THE GUARD RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MD1261'HIGHWAY AND 1 INCH BELOW GROUND LEVEL, SET IN A PORTION OF THE OLD
 MD1261
 MD1261                          STATION RECOVERY (1992)
 MD1261
 MD1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1261'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1321 ***********************************************************************
 LA1321  DESIGNATION -  Q 185
 LA1321  PID         -  LA1321
 LA1321  STATE/COUNTY-  IN/GRANT
 LA1321  COUNTRY     -  US
 LA1321  USGS QUAD   -  FAIRMOUNT (2019)
 LA1321
 LA1321                         *CURRENT SURVEY CONTROL
 LA1321  ______________________________________________________________________
 LA1321* NAD 83(1986) POSITION- 40 27 09.     (N) 085 38 03.     (W)   SCALED
 LA1321* NAVD 88 ORTHO HEIGHT -   262.558 (meters)      861.41  (feet) ADJUSTED
 LA1321  ______________________________________________________________________
 LA1321  GEOID HEIGHT    -        -34.234 (meters)                     GEOID18
 LA1321  DYNAMIC HEIGHT  -        262.424 (meters)      860.97  (feet) COMP
 LA1321  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 LA1321
 LA1321  VERT ORDER      -  FIRST     CLASS II
 LA1321
 LA1321.The horizontal coordinates were scaled from a map and have
 LA1321.an estimated accuracy of +/- 6 seconds.
 LA1321
 LA1321.The orthometric height was determined by differential leveling and
 LA1321.adjusted by the NATIONAL GEODETIC SURVEY
 LA1321.in June 1991.
 LA1321
 LA1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1321.GEOID18 height accuracy estimate available here.
 LA1321
 LA1321.Click photographs - Photos may exist for this station.
 LA1321
 LA1321.The dynamic height is computed by dividing the NAVD 88
 LA1321.geopotential number by the normal gravity value computed on the
 LA1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1321.degrees latitude (g = 980.6199 gals.).
 LA1321
 LA1321.The modeled gravity was interpolated from observed gravity values.
 LA1321
 LA1321;                    North         East    Units  Estimated Accuracy
 LA1321;SPC IN E     -   577,760.      102,760.      MT  (+/- 180 meters Scaled)
 LA1321
 LA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK158788(NAD 83)
 LA1321
 LA1321                          SUPERSEDED SURVEY CONTROL
 LA1321
 LA1321  NGVD 29 (??/??/92)  262.697  (m)          861.87   (f) ADJ UNCH    1 2
 LA1321
 LA1321.Superseded values are not recommended for survey control.
 LA1321
 LA1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1321.See file dsdata.pdf to determine how the superseded data were derived.
 LA1321
 LA1321_MARKER: DB = BENCH MARK DISK
 LA1321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1321_SP_SET: CULVERT HEADWALL
 LA1321_STAMPING: Q 185 1946
 LA1321_MARK LOGO: CGS
 LA1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1321+STABILITY: SURFACE MOTION
 LA1321
 LA1321  HISTORY     - Date     Condition        Report By
 LA1321  HISTORY     - 1946     MONUMENTED       CGS
 LA1321
 LA1321                          STATION DESCRIPTION
 LA1321
 LA1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1321'2.7 MI N FROM FAIRMOUNT.
 LA1321'ABOUT 2.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1321'THE STATION AT FAIRMOUNT, SET IN THE NORTHEAST QUARTER OF A GRAVEL
 LA1321'ROAD CROSSING SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 LA1321'WALL OF A 3 FOOT STEEL PIPE CULVERT, 48 FEET SOUTHEAST AND ACROSS
 LA1321'THE TRACK FROM POLE 140/10, 28 FEET NORTH OF THE CENTER LINE OF
 LA1321'THE ROAD, 12 FEET EAST OF THE EAST RAIL, ABOUT 4 FEET BELOW THE
 LA1321'TRACK, AND SET IN A DRILL HOLE.  NOTE-- MARK IS ABOUT 1.9 MILES
 LA1321'SOUTH OF THE STATION AT JONESBORO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1098 ***********************************************************************
 MD1098  DESIGNATION -  Q 186
 MD1098  PID         -  MD1098
 MD1098  STATE/COUNTY-  IN/KOSCIUSKO
 MD1098  COUNTRY     -  US
 MD1098  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1098
 MD1098                         *CURRENT SURVEY CONTROL
 MD1098  ______________________________________________________________________
 MD1098* NAD 83(1986) POSITION- 41 06 12.     (N) 085 42 19.     (W)   SCALED
 MD1098* NAVD 88 ORTHO HEIGHT -   263.504 (meters)      864.51  (feet) ADJUSTED
 MD1098  ______________________________________________________________________
 MD1098  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 MD1098  DYNAMIC HEIGHT  -        263.389 (meters)      864.14  (feet) COMP
 MD1098  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 MD1098
 MD1098  VERT ORDER      -  SECOND    CLASS 0
 MD1098
 MD1098.The horizontal coordinates were scaled from a map and have
 MD1098.an estimated accuracy of +/- 6 seconds.
 MD1098
 MD1098.The orthometric height was determined by differential leveling and
 MD1098.adjusted by the NATIONAL GEODETIC SURVEY
 MD1098.in June 1991.
 MD1098
 MD1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1098.GEOID18 height accuracy estimate available here.
 MD1098
 MD1098.Click photographs - Photos may exist for this station.
 MD1098
 MD1098.The dynamic height is computed by dividing the NAVD 88
 MD1098.geopotential number by the normal gravity value computed on the
 MD1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1098.degrees latitude (g = 980.6199 gals.).
 MD1098
 MD1098.The modeled gravity was interpolated from observed gravity values.
 MD1098
 MD1098;                    North         East    Units  Estimated Accuracy
 MD1098;SPC IN E     -   650,030.       96,760.      MT  (+/- 180 meters Scaled)
 MD1098
 MD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL087510(NAD 83)
 MD1098
 MD1098                          SUPERSEDED SURVEY CONTROL
 MD1098
 MD1098  NGVD 29 (??/??/92)  263.632  (m)          864.93   (f) ADJ UNCH    2 0
 MD1098
 MD1098.Superseded values are not recommended for survey control.
 MD1098
 MD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1098.See file dsdata.pdf to determine how the superseded data were derived.
 MD1098
 MD1098_MARKER: DB = BENCH MARK DISK
 MD1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1098_STAMPING: Q 186 1946
 MD1098_MARK LOGO: CGS
 MD1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1098+STABILITY: SURFACE MOTION
 MD1098
 MD1098  HISTORY     - Date     Condition        Report By
 MD1098  HISTORY     - 1946     MONUMENTED       CGS
 MD1098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1098
 MD1098                          STATION DESCRIPTION
 MD1098
 MD1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1098'2 MI E FROM SIDNEY.
 MD1098'2.0 MILES EAST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 MD1098'AT SIDNEY, IN THE NORTHWEST QUARTER OF A NORTH-SOUTH PAVED ROAD
 MD1098'INTERSECTION, 91 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MD1098'ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 MD1098'23 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE
 MD1098'LINE, ABOUT 2 1/2 FEET BELOW THE CENTER OF THE INTERSECTION AND
 MD1098'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1098
 MD1098                          STATION RECOVERY (1990)
 MD1098
 MD1098'RECOVERY NOTE BY US POWER SQUADRON 1990 (VJC)
 MD1098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1714 ***********************************************************************
 LA1714  DESIGNATION -  Q 187
 LA1714  PID         -  LA1714
 LA1714  STATE/COUNTY-  IN/HUNTINGTON
 LA1714  COUNTRY     -  US
 LA1714  USGS QUAD   -  SERVIA (2019)
 LA1714
 LA1714                         *CURRENT SURVEY CONTROL
 LA1714  ______________________________________________________________________
 LA1714* NAD 83(1997) POSITION- 40 54 53.34976(N) 085 38 30.66012(W)   ADJUSTED
 LA1714* NAVD 88 ORTHO HEIGHT -   254.509 (meters)      835.00  (feet) ADJUSTED
 LA1714  ______________________________________________________________________
 LA1714  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 LA1714  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 LA1714  DYNAMIC HEIGHT  -        254.390 (meters)      834.61  (feet) COMP
 LA1714  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LA1714
 LA1714  HORZ ORDER      -  SECOND
 LA1714  VERT ORDER      -  SECOND    CLASS 0
 LA1714
 LA1714.The horizontal coordinates were established by classical geodetic methods
 LA1714.and adjusted by the National Geodetic Survey in May 1999.
 LA1714
 LA1714.The orthometric height was determined by differential leveling and
 LA1714.adjusted by the NATIONAL GEODETIC SURVEY
 LA1714.in June 1991.
 LA1714
 LA1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1714.GEOID18 height accuracy estimate available here.
 LA1714
 LA1714.Click photographs - Photos may exist for this station.
 LA1714
 LA1714.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1714
 LA1714.The dynamic height is computed by dividing the NAVD 88
 LA1714.geopotential number by the normal gravity value computed on the
 LA1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1714.degrees latitude (g = 980.6199 gals.).
 LA1714
 LA1714.The modeled gravity was interpolated from observed gravity values.
 LA1714
 LA1714. The following values were computed from the NAD 83(1997) position.
 LA1714
 LA1714;                    North         East     Units Scale Factor Converg.
 LA1714;SPC IN E     -   629,099.237   102,090.568   MT  0.99996672   +0 00 58.5
 LA1714;SPC IN E     - 2,063,969.75    334,942.14   sFT  0.99996672   +0 00 58.5
 LA1714;UTM  16      - 4,530,189.154   614,370.961   MT  0.99976100   +0 53 22.6
 LA1714
 LA1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1714!SPC IN E     -   0.99996541  x   0.99996672  =   0.99993214
 LA1714!UTM  16      -   0.99996541  x   0.99976100  =   0.99972642
 LA1714
 LA1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1437030189(NAD 83)
 LA1714
 LA1714                          SUPERSEDED SURVEY CONTROL
 LA1714
 LA1714  NAD 83(1995)-  40 54 53.35228(N)    085 38 30.67110(W) AD(       ) 2
 LA1714  NAD 83(1986)-  40 54 53.35336(N)    085 38 30.67233(W) AD(       ) 2
 LA1714  NAD 27      -  40 54 53.18700(N)    085 38 30.74230(W) AD(       ) 2
 LA1714  NGVD 29 (??/??/92)  254.635  (m)          835.42   (f) ADJ UNCH    2 0
 LA1714  NGVD 29             254.64   (m)          835.4    (f) LEVELING    3  
 LA1714
 LA1714.Superseded values are not recommended for survey control.
 LA1714
 LA1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1714.See file dsdata.pdf to determine how the superseded data were derived.
 LA1714
 LA1714_MARKER: DB = BENCH MARK DISK
 LA1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1714_STAMPING: Q 187 1946
 LA1714_MARK LOGO: CGS
 LA1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1714+STABILITY: SURFACE MOTION
 LA1714
 LA1714  HISTORY     - Date     Condition        Report By
 LA1714  HISTORY     - 1946     MONUMENTED       CGS
 LA1714  HISTORY     - 1948     GOOD             CGS
 LA1714
 LA1714                          STATION DESCRIPTION
 LA1714
 LA1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1714'3.1 MI SW FROM BIPPUS.
 LA1714'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1714'RAILROAD STATION AT BIPPUS, THENCE 1.0 MILE WEST ALONG STATE
 LA1714'HIGHWAY 16, AT THE WABASH-HUNTINGTON COUNTY LINE AND AN OFFSET
 LA1714'SECTION LINE ROAD INTERSECTION, 140 FEET EAST OF THE CENTER
 LA1714'LINE OF THE ROAD LEADING NORTH, 23 FEET NORTH OF THE CENTER
 LA1714'LINE OF THE HIGHWAY, 32 FEET EAST OF THE EXTENDED CENTER LINE OF
 LA1714'THE ROAD LEADING SOUTH, 35 FEET NORTHEAST OF A 20-INCH ELM TREE,
 LA1714'1 FOOT NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, ABOUT LEVEL
 LA1714'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1714'ABOUT 4 INCHES.
 LA1714
 LA1714                          STATION RECOVERY (1948)
 LA1714
 LA1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1714'THIS IS A TRAVERSE STATION.
 LA1714'
 LA1714'STATION IS LOCATED ABOUT 8 MILES EAST OF URBANA AND 7 MILES NORTHEAST
 LA1714'OF LAGRO.  IT IS 40
 LA1714'FEET NORTHEAST OF CENTER OF A GRAVEL T ROAD INTERSECTION AND 23 FEET
 LA1714'NORTH OF CENTER OF HIGHWAY 16.  THE
 LA1714'MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS
 LA1714'ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS
 LA1714'BM STAMPED Q 187 1946.
 LA1714'
 LA1714'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HUNT.  THE
 LA1714'DISTANCE WAS 61.94 FEET,
 LA1714'18.879 METERS.
 LA1714'
 LA1714'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA1714'HIGHWAY 524 IN LAGRO, GO NORTH ON
 LA1714'A BLACKTOP ROAD FOR 5.1 MILES TO THE JUNCTION OF STATE HIGHWAY 16,
 LA1714'TURN RIGHT AND GO EAST ON
 LA1714'HIGHWAY 16 FOR 4.9 MILES TO STATION ON LEFT OR NORTH OF HIGHWAY 16
 LA1714'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0897 ***********************************************************************
 LA0897  DESIGNATION -  Q 188
 LA0897  PID         -  LA0897
 LA0897  STATE/COUNTY-  IN/HUNTINGTON
 LA0897  COUNTRY     -  US
 LA0897  USGS QUAD   -  ZANESVILLE (2019)
 LA0897
 LA0897                         *CURRENT SURVEY CONTROL
 LA0897  ______________________________________________________________________
 LA0897* NAD 83(1986) POSITION- 40 54 12.     (N) 085 20 20.     (W)   SCALED
 LA0897* NAVD 88 ORTHO HEIGHT -   235.334 (meters)      772.09  (feet) ADJUSTED
 LA0897  ______________________________________________________________________
 LA0897  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LA0897  DYNAMIC HEIGHT  -        235.226 (meters)      771.74  (feet) COMP
 LA0897  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 LA0897
 LA0897  VERT ORDER      -  SECOND    CLASS 0
 LA0897
 LA0897.The horizontal coordinates were scaled from a map and have
 LA0897.an estimated accuracy of +/- 6 seconds.
 LA0897
 LA0897.The orthometric height was determined by differential leveling and
 LA0897.adjusted by the NATIONAL GEODETIC SURVEY
 LA0897.in June 1991.
 LA0897
 LA0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0897.GEOID18 height accuracy estimate available here.
 LA0897
 LA0897.Click photographs - Photos may exist for this station.
 LA0897
 LA0897.The dynamic height is computed by dividing the NAVD 88
 LA0897.geopotential number by the normal gravity value computed on the
 LA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0897.degrees latitude (g = 980.6199 gals.).
 LA0897
 LA0897.The modeled gravity was interpolated from observed gravity values.
 LA0897
 LA0897;                    North         East    Units  Estimated Accuracy
 LA0897;SPC IN E     -   627,880.      127,620.      MT  (+/- 180 meters Scaled)
 LA0897
 LA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL399293(NAD 83)
 LA0897
 LA0897                          SUPERSEDED SURVEY CONTROL
 LA0897
 LA0897  NGVD 29 (??/??/92)  235.475  (m)          772.55   (f) ADJ UNCH    2 0
 LA0897
 LA0897.Superseded values are not recommended for survey control.
 LA0897
 LA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0897.See file dsdata.pdf to determine how the superseded data were derived.
 LA0897
 LA0897_MARKER: DB = BENCH MARK DISK
 LA0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0897_SP_SET: BRIDGE
 LA0897_STAMPING: Q 188 1946
 LA0897_MARK LOGO: CGS
 LA0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0897+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2014
 LA0897
 LA0897  HISTORY     - Date     Condition        Report By
 LA0897  HISTORY     - 1946     MONUMENTED       CGS
 LA0897  HISTORY     - 1965     GOOD             CGS
 LA0897  HISTORY     - 20140318 GOOD             INDIV
 LA0897
 LA0897                          STATION DESCRIPTION
 LA0897
 LA0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0897'4 MI E FROM MARDENIS.
 LA0897'ABOUT 4.05 MILES EAST ALONG A PAVED ROAD FROM THE CROSS ROADS
 LA0897'AT MARDENIS, 0.1 MILE WEST OF THE HUNTINGTON-WELLS COUNTY LINE
 LA0897'ROAD INTERSECTION, ABOUT 300 FEET WEST OF A STEEL BRIDGE OVER
 LA0897'FLAT CREEK, IN THE SOUTHWEST WINGWALL OF A 16-FOOT CONCRETE
 LA0897'BRIDGE, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.7 FOOT
 LA0897'SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE GUARD RAIL AND
 LA0897'ABOUT 0.5 FOOT BELOW ROAD LEVEL.  NOTE-- THIS MARK MAY BE
 LA0897'REACHED FROM THE POST OFFICE AT ZANESVILLE BY FOLLOWING THE
 LA0897'WELLS-ALLEN COUNTY LINE ROAD WEST FOR ABOUT 2.85 MILES, THENCE
 LA0897'SOUTH ALONG THE WELLS-HUNTINGTON COUNTY LINE ROAD FOR 1.0 MILE,
 LA0897'THENCE 0.1 MILE WEST ALONG A PAVED ROAD LEADING TO MARDENIS.
 LA0897
 LA0897                          STATION RECOVERY (1965)
 LA0897
 LA0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0897'RECOVERED IN GOOD CONDITION.
 LA0897
 LA0897                          STATION RECOVERY (2014)
 LA0897
 LA0897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0897'T-E, INC. MARK FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0886 ***********************************************************************
 LA0886  DESIGNATION -  Q 189
 LA0886  PID         -  LA0886
 LA0886  STATE/COUNTY-  IN/ALLEN
 LA0886  COUNTRY     -  US
 LA0886  USGS QUAD   -  ZANESVILLE (2019)
 LA0886
 LA0886                         *CURRENT SURVEY CONTROL
 LA0886  ______________________________________________________________________
 LA0886* NAD 83(1986) POSITION- 40 58 28.     (N) 085 15 46.     (W)   SCALED
 LA0886* NAVD 88 ORTHO HEIGHT -   250.455 (meters)      821.70  (feet) ADJUSTED
 LA0886  ______________________________________________________________________
 LA0886  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 LA0886  DYNAMIC HEIGHT  -        250.347 (meters)      821.35  (feet) COMP
 LA0886  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 LA0886
 LA0886  VERT ORDER      -  SECOND    CLASS 0
 LA0886
 LA0886.The horizontal coordinates were scaled from a map and have
 LA0886.an estimated accuracy of +/- 6 seconds.
 LA0886
 LA0886.The orthometric height was determined by differential leveling and
 LA0886.adjusted by the NATIONAL GEODETIC SURVEY
 LA0886.in June 1991.
 LA0886
 LA0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0886.GEOID18 height accuracy estimate available here.
 LA0886
 LA0886.Click photographs - Photos may exist for this station.
 LA0886
 LA0886.The dynamic height is computed by dividing the NAVD 88
 LA0886.geopotential number by the normal gravity value computed on the
 LA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0886.degrees latitude (g = 980.6199 gals.).
 LA0886
 LA0886.The modeled gravity was interpolated from observed gravity values.
 LA0886
 LA0886;                    North         East    Units  Estimated Accuracy
 LA0886;SPC IN E     -   635,800.      133,990.      MT  (+/- 180 meters Scaled)
 LA0886
 LA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL461373(NAD 83)
 LA0886
 LA0886                          SUPERSEDED SURVEY CONTROL
 LA0886
 LA0886  NGVD 29 (??/??/92)  250.603  (m)          822.19   (f) ADJ UNCH    2 0
 LA0886
 LA0886.Superseded values are not recommended for survey control.
 LA0886
 LA0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0886.See file dsdata.pdf to determine how the superseded data were derived.
 LA0886
 LA0886_MARKER: DB = BENCH MARK DISK
 LA0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0886_STAMPING: Q 189 1946
 LA0886_MARK LOGO: CGS
 LA0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0886+STABILITY: SURFACE MOTION
 LA0886
 LA0886  HISTORY     - Date     Condition        Report By
 LA0886  HISTORY     - 1946     MONUMENTED       CGS
 LA0886  HISTORY     - 1968     GOOD             CGS
 LA0886
 LA0886                          STATION DESCRIPTION
 LA0886
 LA0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0886'4.9 MI SE FROM ABOITE.
 LA0886'ABOUT 1.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0886'RAILWAY CROSSING AT ABOITE, THENCE 3.05 MILES EAST ALONG A GRAVEL
 LA0886'ROAD, AT THE JUNCTION WITH A GRAVEL ROAD LEADING NORTH, 28 FEET
 LA0886'WEST OF A T FENCE CORNER ON THE SOUTH SIDE OF THE ROAD, 21 FEET
 LA0886'SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTHEAST OF A
 LA0886'TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE LINE, 8 FEET WEST OF
 LA0886'THE EXTENDED CENTER LINE OF THE ROAD NORTH, 1 FOOT BELOW ROAD
 LA0886'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA0886'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0276 ***********************************************************************
 LB0276  DESIGNATION -  Q 190
 LB0276  PID         -  LB0276
 LB0276  STATE/COUNTY-  IN/MIAMI
 LB0276  COUNTRY     -  US
 LB0276  USGS QUAD   -  ONWARD (2019)
 LB0276
 LB0276                         *CURRENT SURVEY CONTROL
 LB0276  ______________________________________________________________________
 LB0276* NAD 83(1986) POSITION- 40 39 36.     (N) 086 08 31.     (W)   SCALED
 LB0276* NAVD 88 ORTHO HEIGHT -   243.677 (meters)      799.46  (feet) ADJUSTED
 LB0276  ______________________________________________________________________
 LB0276  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 LB0276  DYNAMIC HEIGHT  -        243.557 (meters)      799.07  (feet) COMP
 LB0276  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 LB0276
 LB0276  VERT ORDER      -  SECOND    CLASS 0
 LB0276
 LB0276.The horizontal coordinates were scaled from a map and have
 LB0276.an estimated accuracy of +/- 6 seconds.
 LB0276
 LB0276.The orthometric height was determined by differential leveling and
 LB0276.adjusted by the NATIONAL GEODETIC SURVEY
 LB0276.in June 1991.
 LB0276
 LB0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0276.GEOID18 height accuracy estimate available here.
 LB0276
 LB0276.Click photographs - Photos may exist for this station.
 LB0276
 LB0276.The dynamic height is computed by dividing the NAVD 88
 LB0276.geopotential number by the normal gravity value computed on the
 LB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0276.degrees latitude (g = 980.6199 gals.).
 LB0276
 LB0276.The modeled gravity was interpolated from observed gravity values.
 LB0276
 LB0276;                    North         East    Units  Estimated Accuracy
 LB0276;SPC IN E     -   600,910.       59,810.      MT  (+/- 180 meters Scaled)
 LB0276
 LB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL725013(NAD 83)
 LB0276
 LB0276                          SUPERSEDED SURVEY CONTROL
 LB0276
 LB0276  NGVD 29 (??/??/92)  243.800  (m)          799.87   (f) ADJ UNCH    2 0
 LB0276
 LB0276.Superseded values are not recommended for survey control.
 LB0276
 LB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0276.See file dsdata.pdf to determine how the superseded data were derived.
 LB0276
 LB0276_MARKER: DB = BENCH MARK DISK
 LB0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0276_SP_SET: WALL OF CONTROL TOWER
 LB0276_STAMPING: Q 190 1946
 LB0276_MARK LOGO: CGS
 LB0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0276
 LB0276  HISTORY     - Date     Condition        Report By
 LB0276  HISTORY     - 1946     MONUMENTED       CGS
 LB0276
 LB0276                          STATION DESCRIPTION
 LB0276
 LB0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0276'AT BUNKER HILL.
 LB0276'AT THE BUNKER HILL AIR STATION, SET VERTICALLY IN THE SOUTHWEST
 LB0276'FACE OF THE CONCRETE WALL OF THE AIRPORT CONTROL TOWER, 1.7
 LB0276'FEET NORTHWEST OF THE SOUTH CORNER OF THE TOWER, AND 2.8 FEET
 LB0276'ABOVE THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1882 ***********************************************************************
 LA1882  DESIGNATION -  Q 191
 LA1882  PID         -  LA1882
 LA1882  STATE/COUNTY-  IN/MIAMI
 LA1882  COUNTRY     -  US
 LA1882  USGS QUAD   -  AMBOY (2019)
 LA1882
 LA1882                         *CURRENT SURVEY CONTROL
 LA1882  ______________________________________________________________________
 LA1882* NAD 83(1986) POSITION- 40 34 41.     (N) 085 52 57.     (W)   SCALED
 LA1882* NAVD 88 ORTHO HEIGHT -   253.518 (meters)      831.75  (feet) ADJUSTED
 LA1882  ______________________________________________________________________
 LA1882  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 LA1882  DYNAMIC HEIGHT  -        253.389 (meters)      831.33  (feet) COMP
 LA1882  MODELED GRAVITY -    980,112.4   (mgal)                       NAVD 88
 LA1882
 LA1882  VERT ORDER      -  SECOND    CLASS 0
 LA1882
 LA1882.The horizontal coordinates were scaled from a map and have
 LA1882.an estimated accuracy of +/- 6 seconds.
 LA1882
 LA1882.The orthometric height was determined by differential leveling and
 LA1882.adjusted by the NATIONAL GEODETIC SURVEY
 LA1882.in June 1991.
 LA1882
 LA1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1882.GEOID18 height accuracy estimate available here.
 LA1882
 LA1882.Click photographs - Photos may exist for this station.
 LA1882
 LA1882.The dynamic height is computed by dividing the NAVD 88
 LA1882.geopotential number by the normal gravity value computed on the
 LA1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1882.degrees latitude (g = 980.6199 gals.).
 LA1882
 LA1882.The modeled gravity was interpolated from observed gravity values.
 LA1882
 LA1882;                    North         East    Units  Estimated Accuracy
 LA1882;SPC IN E     -   591,730.       81,730.      MT  (+/- 180 meters Scaled)
 LA1882
 LA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK945925(NAD 83)
 LA1882
 LA1882                          SUPERSEDED SURVEY CONTROL
 LA1882
 LA1882  NGVD 29 (??/??/92)  253.642  (m)          832.16   (f) ADJ UNCH    2 0
 LA1882
 LA1882.Superseded values are not recommended for survey control.
 LA1882
 LA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1882.See file dsdata.pdf to determine how the superseded data were derived.
 LA1882
 LA1882_MARKER: DB = BENCH MARK DISK
 LA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1882_STAMPING: Q 191 1946
 LA1882_MARK LOGO: CGS
 LA1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1882+STABILITY: SURFACE MOTION
 LA1882
 LA1882  HISTORY     - Date     Condition        Report By
 LA1882  HISTORY     - 1946     MONUMENTED       CGS
 LA1882
 LA1882                          STATION DESCRIPTION
 LA1882
 LA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1882'0.4 MI W FROM CONVERSE.
 LA1882'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1882'LIBRARY AT CONVERSE, ABOUT 0.8 MILE EAST OF THE ENTRANCE
 LA1882'TO THE CONVERSE AIR FIELD, SET IN THE NORTHEAST QUARTER OF
 LA1882'THE INTERSECTION OF A GRAVEL ROAD, 50 FEET NORTH OF THE CENTER
 LA1882'LINE OF THE HIGHWAY, 16.5 FEET EAST OF THE CENTER LINE OF THE
 LA1882'GRAVEL ROAD, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF
 LA1882'THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 LA1882'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0749 ***********************************************************************
 LA0749  DESIGNATION -  Q 192
 LA0749  PID         -  LA0749
 LA0749  STATE/COUNTY-  IN/GRANT
 LA0749  COUNTRY     -  US
 LA0749  USGS QUAD   -  VAN BUREN (2019)
 LA0749
 LA0749                         *CURRENT SURVEY CONTROL
 LA0749  ______________________________________________________________________
 LA0749* NAD 83(1986) POSITION- 40 36 36.     (N) 085 31 25.     (W)   SCALED
 LA0749* NAVD 88 ORTHO HEIGHT -   259.561 (meters)      851.58  (feet) ADJUSTED
 LA0749  ______________________________________________________________________
 LA0749  GEOID HEIGHT    -        -34.258 (meters)                     GEOID18
 LA0749  DYNAMIC HEIGHT  -        259.430 (meters)      851.15  (feet) COMP
 LA0749  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 LA0749
 LA0749  VERT ORDER      -  SECOND    CLASS 0
 LA0749
 LA0749.The horizontal coordinates were scaled from a map and have
 LA0749.an estimated accuracy of +/- 6 seconds.
 LA0749
 LA0749.The orthometric height was determined by differential leveling and
 LA0749.adjusted by the NATIONAL GEODETIC SURVEY
 LA0749.in June 1991.
 LA0749
 LA0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0749.GEOID18 height accuracy estimate available here.
 LA0749
 LA0749.Click photographs - Photos may exist for this station.
 LA0749
 LA0749.The dynamic height is computed by dividing the NAVD 88
 LA0749.geopotential number by the normal gravity value computed on the
 LA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0749.degrees latitude (g = 980.6199 gals.).
 LA0749
 LA0749.The modeled gravity was interpolated from observed gravity values.
 LA0749
 LA0749;                    North         East    Units  Estimated Accuracy
 LA0749;SPC IN E     -   595,260.      112,110.      MT  (+/- 180 meters Scaled)
 LA0749
 LA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK248965(NAD 83)
 LA0749
 LA0749                          SUPERSEDED SURVEY CONTROL
 LA0749
 LA0749  NGVD 29 (??/??/92)  259.691  (m)          852.00   (f) ADJ UNCH    2 0
 LA0749
 LA0749.Superseded values are not recommended for survey control.
 LA0749
 LA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0749.See file dsdata.pdf to determine how the superseded data were derived.
 LA0749
 LA0749_MARKER: DB = BENCH MARK DISK
 LA0749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA0749_STAMPING: Q 192 1946
 LA0749_MARK LOGO: CGS
 LA0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0749
 LA0749  HISTORY     - Date     Condition        Report By
 LA0749  HISTORY     - 1946     MONUMENTED       CGS
 LA0749
 LA0749                          STATION DESCRIPTION
 LA0749
 LA0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0749'1.4 MI SW FROM VAN BUREN.
 LA0749'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE PUBLIC
 LA0749'LIBRARY AT VAN BUREN, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL
 LA0749'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 15 BY 15 INCH
 LA0749'CONCRETE FENCE CORNER POST, AT A CROSS ROAD, 43 FEET WEST OF
 LA0749'THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 20 FEET NORTH
 LA0749'OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, AND 1.9 FEET
 LA0749'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1296 ***********************************************************************
 LA1296  DESIGNATION -  Q 193
 LA1296  PID         -  LA1296
 LA1296  STATE/COUNTY-  IN/MADISON
 LA1296  COUNTRY     -  US
 LA1296  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1296
 LA1296                         *CURRENT SURVEY CONTROL
 LA1296  ______________________________________________________________________
 LA1296* NAD 83(1986) POSITION- 40 12 29.55   (N) 085 40 52.39   (W)   HD_HELD1
 LA1296* NAVD 88 ORTHO HEIGHT -   269.663 (meters)      884.72  (feet) ADJUSTED
 LA1296  ______________________________________________________________________
 LA1296  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 LA1296  DYNAMIC HEIGHT  -        269.519 (meters)      884.25  (feet) COMP
 LA1296  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 LA1296
 LA1296  VERT ORDER      -  FIRST     CLASS II
 LA1296
 LA1296.The horizontal coordinates were determined by differentially corrected
 LA1296.hand held GPS observations or other comparable positioning techniques
 LA1296.and have an estimated accuracy of +/- 3 meters.
 LA1296
 LA1296.The orthometric height was determined by differential leveling and
 LA1296.adjusted by the NATIONAL GEODETIC SURVEY
 LA1296.in June 1991.
 LA1296
 LA1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1296.GEOID18 height accuracy estimate available here.
 LA1296
 LA1296.Click photographs - Photos may exist for this station.
 LA1296
 LA1296.The dynamic height is computed by dividing the NAVD 88
 LA1296.geopotential number by the normal gravity value computed on the
 LA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1296.degrees latitude (g = 980.6199 gals.).
 LA1296
 LA1296.The modeled gravity was interpolated from observed gravity values.
 LA1296
 LA1296;                    North         East    Units  Estimated Accuracy
 LA1296;SPC IN E     -   550,635.7      98,761.1     MT  (+/- 3 meters HH1 GPS) 
 LA1296
 LA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1222951700(NAD 83)
 LA1296
 LA1296                          SUPERSEDED SURVEY CONTROL
 LA1296
 LA1296  NGVD 29 (??/??/92)  269.805  (m)          885.19   (f) ADJ UNCH    1 2
 LA1296
 LA1296.Superseded values are not recommended for survey control.
 LA1296
 LA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1296.See file dsdata.pdf to determine how the superseded data were derived.
 LA1296
 LA1296_MARKER: DB = BENCH MARK DISK
 LA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1296_STAMPING: Q 193 1946
 LA1296_MARK LOGO: CGS
 LA1296_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1296+STABILITY: SURFACE MOTION
 LA1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 LA1296
 LA1296  HISTORY     - Date     Condition        Report By
 LA1296  HISTORY     - 1946     MONUMENTED       CGS
 LA1296  HISTORY     - 20230919 GOOD             INDOT
 LA1296
 LA1296                          STATION DESCRIPTION
 LA1296
 LA1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1296'1 MI N FROM LINWOOD.
 LA1296'ABOUT 1.0 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1296'THE GRAIN ELEVATOR AT LINWOOD, ABOUT 4.0 MILES SOUTH OF THE
 LA1296'STATION AT ALEXANDRIA, AT AN EAST-WEST GRAVEL ROAD CROSSING, 37
 LA1296'FEET WEST OF THE WEST RAIL OF THE TRACK, 20 FEET NORTH OF THE
 LA1296'CENTER LINE OF THE GRAVEL ROAD, 1 1/2 POLES SOUTH OF POLE
 LA1296'157/20, 9 FEET NORTH OF A FENCE CORNER, 1.4 FEET EAST OF THE
 LA1296'FENCE LINE, ABOUT 4 FEET BELOW THE TRACK, AND SET IN THE TOP OF A
 LA1296'CONCRETE POST PROJECTING 5 INCHES.
 LA1296
 LA1296                          STATION RECOVERY (2023)
 LA1296
 LA1296'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1372 ***********************************************************************
 LA1372  DESIGNATION -  Q 195
 LA1372  PID         -  LA1372
 LA1372  STATE/COUNTY-  IN/GRANT
 LA1372  COUNTRY     -  US
 LA1372  USGS QUAD   -  POINT ISABEL (2019)
 LA1372
 LA1372                         *CURRENT SURVEY CONTROL
 LA1372  ______________________________________________________________________
 LA1372* NAD 83(1986) POSITION- 40 27 02.     (N) 085 49 27.     (W)   SCALED
 LA1372* NAVD 88 ORTHO HEIGHT -   264.713 (meters)      868.48  (feet) ADJUSTED
 LA1372  ______________________________________________________________________
 LA1372  GEOID HEIGHT    -        -34.342 (meters)                     GEOID18
 LA1372  DYNAMIC HEIGHT  -        264.576 (meters)      868.03  (feet) COMP
 LA1372  MODELED GRAVITY -    980,101.8   (mgal)                       NAVD 88
 LA1372
 LA1372  VERT ORDER      -  SECOND    CLASS 0
 LA1372
 LA1372.The horizontal coordinates were scaled from a map and have
 LA1372.an estimated accuracy of +/- 6 seconds.
 LA1372
 LA1372.The orthometric height was determined by differential leveling and
 LA1372.adjusted by the NATIONAL GEODETIC SURVEY
 LA1372.in June 1991.
 LA1372
 LA1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1372.GEOID18 height accuracy estimate available here.
 LA1372
 LA1372.Click photographs - Photos may exist for this station.
 LA1372
 LA1372.The dynamic height is computed by dividing the NAVD 88
 LA1372.geopotential number by the normal gravity value computed on the
 LA1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1372.degrees latitude (g = 980.6199 gals.).
 LA1372
 LA1372.The modeled gravity was interpolated from observed gravity values.
 LA1372
 LA1372;                    North         East    Units  Estimated Accuracy
 LA1372;SPC IN E     -   577,560.       86,640.      MT  (+/- 180 meters Scaled)
 LA1372
 LA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997784(NAD 83)
 LA1372
 LA1372                          SUPERSEDED SURVEY CONTROL
 LA1372
 LA1372  NGVD 29 (??/??/92)  264.842  (m)          868.90   (f) ADJ UNCH    2 0
 LA1372
 LA1372.Superseded values are not recommended for survey control.
 LA1372
 LA1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1372.See file dsdata.pdf to determine how the superseded data were derived.
 LA1372
 LA1372_MARKER: DB = BENCH MARK DISK
 LA1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1372_STAMPING: Q 195 1946
 LA1372_MARK LOGO: CGS
 LA1372_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1372+STABILITY: SURFACE MOTION
 LA1372
 LA1372  HISTORY     - Date     Condition        Report By
 LA1372  HISTORY     - 1946     MONUMENTED       CGS
 LA1372
 LA1372                          STATION DESCRIPTION
 LA1372
 LA1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1372'1.7 MI N FROM POINT ISABEL.
 LA1372'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1372'TOWNSHIP SCHOOL AT POINT ISABEL, SET IN THE NORTHEAST QUARTER
 LA1372'OF A GRAVEL CROSS ROAD, 64 FEET NORTH OF THE CENTER LINE OF THE
 LA1372'GRAVEL ROAD, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.5
 LA1372'FEET SOUTHEAST OF POWER POLE 17/869 WHICH IS AT A FENCE
 LA1372'CORNER, 1.7 FEET SOUTHWEST OF A FENCE CORNER, 2.5 FEET BELOW
 LA1372'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1372'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0950 ***********************************************************************
 MD0950  DESIGNATION -  Q 197
 MD0950  PID         -  MD0950
 MD0950  STATE/COUNTY-  IN/ALLEN
 MD0950  COUNTRY     -  US
 MD0950  USGS QUAD   -  CHURUBUSCO (2019)
 MD0950
 MD0950                         *CURRENT SURVEY CONTROL
 MD0950  ______________________________________________________________________
 MD0950* NAD 83(1986) POSITION- 41 14 18.     (N) 085 18 08.     (W)   SCALED
 MD0950* NAVD 88 ORTHO HEIGHT -   270.919 (meters)      888.84  (feet) ADJUSTED
 MD0950  ______________________________________________________________________
 MD0950  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 MD0950  DYNAMIC HEIGHT  -        270.817 (meters)      888.51  (feet) COMP
 MD0950  MODELED GRAVITY -    980,238.7   (mgal)                       NAVD 88
 MD0950
 MD0950  VERT ORDER      -  SECOND    CLASS 0
 MD0950
 MD0950.The horizontal coordinates were scaled from a map and have
 MD0950.an estimated accuracy of +/- 6 seconds.
 MD0950
 MD0950.The orthometric height was determined by differential leveling and
 MD0950.adjusted by the NATIONAL GEODETIC SURVEY
 MD0950.in June 1991.
 MD0950
 MD0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0950.GEOID18 height accuracy estimate available here.
 MD0950
 MD0950.Click photographs - Photos may exist for this station.
 MD0950
 MD0950.The dynamic height is computed by dividing the NAVD 88
 MD0950.geopotential number by the normal gravity value computed on the
 MD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0950.degrees latitude (g = 980.6199 gals.).
 MD0950
 MD0950.The modeled gravity was interpolated from observed gravity values.
 MD0950
 MD0950;                    North         East    Units  Estimated Accuracy
 MD0950;SPC IN E     -   665,090.      130,550.      MT  (+/- 180 meters Scaled)
 MD0950
 MD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL422666(NAD 83)
 MD0950
 MD0950                          SUPERSEDED SURVEY CONTROL
 MD0950
 MD0950  NGVD 29 (??/??/92)  271.073  (m)          889.35   (f) ADJ UNCH    2 0
 MD0950
 MD0950.Superseded values are not recommended for survey control.
 MD0950
 MD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0950.See file dsdata.pdf to determine how the superseded data were derived.
 MD0950
 MD0950_MARKER: DB = BENCH MARK DISK
 MD0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0950_STAMPING: Q 197 1946
 MD0950_MARK LOGO: CGS
 MD0950_PROJECTION: FLUSH
 MD0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0950+STABILITY: SURFACE MOTION
 MD0950
 MD0950  HISTORY     - Date     Condition        Report By
 MD0950  HISTORY     - 1946     MONUMENTED       CGS
 MD0950  HISTORY     - 1961     GOOD             CGS
 MD0950
 MD0950                          STATION DESCRIPTION
 MD0950
 MD0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0950'1.1 MI NE FROM CHURUBUSCO.
 MD0950'ABOUT 1.1 MILES NE ALONG NO. 205 INDIANA HIGHWAY FROM ITS
 MD0950'INTERSECTION WITH NO. 33 U.S. HWY. IN HEART OF CHURUBUSCO, AT
 MD0950'OBLIQUE CROSSING OF HWY. AND N-S GRAVEL COUNTY ROAD, 41 FEET NW
 MD0950'OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 1.9 FEET LOWER
 MD0950'THAN SAME, 41 FEET W OF CENTER LINE OF GRAVEL ROAD, 29.7 FEET
 MD0950'SW OF FENCE CORNER, ONE FOOT SE OF FENCE, 1.6 FEET SW OF STEEL
 MD0950'WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0331 ***********************************************************************
 MD0331  DESIGNATION -  Q 198
 MD0331  PID         -  MD0331
 MD0331  STATE/COUNTY-  IN/DE KALB
 MD0331  COUNTRY     -  US
 MD0331  USGS QUAD   -  BUTLER WEST (2019)
 MD0331
 MD0331                         *CURRENT SURVEY CONTROL
 MD0331  ______________________________________________________________________
 MD0331* NAD 83(1986) POSITION- 41 25 38.     (N) 084 54 35.     (W)   SCALED
 MD0331* NAVD 88 ORTHO HEIGHT -   269.122 (meters)      882.94  (feet) ADJUSTED
 MD0331  ______________________________________________________________________
 MD0331  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 MD0331  DYNAMIC HEIGHT  -        269.017 (meters)      882.60  (feet) COMP
 MD0331  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 MD0331
 MD0331  VERT ORDER      -  SECOND    CLASS 0
 MD0331
 MD0331.The horizontal coordinates were scaled from a map and have
 MD0331.an estimated accuracy of +/- 6 seconds.
 MD0331
 MD0331.The orthometric height was determined by differential leveling and
 MD0331.adjusted by the NATIONAL GEODETIC SURVEY
 MD0331.in June 1991.
 MD0331
 MD0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0331.GEOID18 height accuracy estimate available here.
 MD0331
 MD0331.Click photographs - Photos may exist for this station.
 MD0331
 MD0331.The dynamic height is computed by dividing the NAVD 88
 MD0331.geopotential number by the normal gravity value computed on the
 MD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0331.degrees latitude (g = 980.6199 gals.).
 MD0331
 MD0331.The modeled gravity was interpolated from observed gravity values.
 MD0331
 MD0331;                    North         East    Units  Estimated Accuracy
 MD0331;SPC IN E     -   686,280.      163,270.      MT  (+/- 180 meters Scaled)
 MD0331
 MD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746882(NAD 83)
 MD0331
 MD0331                          SUPERSEDED SURVEY CONTROL
 MD0331
 MD0331  NGVD 29 (??/??/92)  269.268  (m)          883.42   (f) ADJ UNCH    2 0
 MD0331
 MD0331.Superseded values are not recommended for survey control.
 MD0331
 MD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0331.See file dsdata.pdf to determine how the superseded data were derived.
 MD0331
 MD0331_MARKER: DB = BENCH MARK DISK
 MD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0331_STAMPING: Q 198 1946
 MD0331_MARK LOGO: CGS
 MD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0331+STABILITY: SURFACE MOTION
 MD0331
 MD0331  HISTORY     - Date     Condition        Report By
 MD0331  HISTORY     - 1946     MONUMENTED       CGS
 MD0331  HISTORY     - 1962     GOOD             CGS
 MD0331
 MD0331                          STATION DESCRIPTION
 MD0331
 MD0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0331'2 MI W FROM BUTLER.
 MD0331'ABOUT 2.0 MILES W ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0331'WITH NO. 1 INDIANA HWY OR BROADWAY STREET IN BUTLER, ABOUT 425
 MD0331'FEET E OF NO. B-361 MILEPOST OF THE NEW YORK CENTRAL R.R., 33
 MD0331'FEET W OF CENTER LINE OF N-S ASPHALT COUNTY ROAD, 38.5 FEET S
 MD0331'OF S RAIL OF DOUBLE TRACKS, 4.4 FEET LOWER THAN TOP OF SAME, 22
 MD0331'FEET E OF TELEPHONE POLE, 1 FOOT N OF FENCE, AND PROJECTING 0.1
 MD0331'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0451 ***********************************************************************
 MD0451  DESIGNATION -  Q 199
 MD0451  PID         -  MD0451
 MD0451  STATE/COUNTY-  IN/DE KALB
 MD0451  COUNTRY     -  US
 MD0451  USGS QUAD   -  HICKSVILLE (2016)
 MD0451
 MD0451                         *CURRENT SURVEY CONTROL
 MD0451  ______________________________________________________________________
 MD0451* NAD 83(1986) POSITION- 41 20 07.     (N) 084 49 07.     (W)   SCALED
 MD0451* NAVD 88 ORTHO HEIGHT -   260.049 (meters)      853.18  (feet) ADJUSTED
 MD0451  ______________________________________________________________________
 MD0451  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 MD0451  DYNAMIC HEIGHT  -        259.946 (meters)      852.84  (feet) COMP
 MD0451  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 MD0451
 MD0451  VERT ORDER      -  SECOND    CLASS 0
 MD0451
 MD0451.The horizontal coordinates were scaled from a map and have
 MD0451.an estimated accuracy of +/- 6 seconds.
 MD0451
 MD0451.The orthometric height was determined by differential leveling and
 MD0451.adjusted by the NATIONAL GEODETIC SURVEY
 MD0451.in June 1991.
 MD0451
 MD0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0451.GEOID18 height accuracy estimate available here.
 MD0451
 MD0451.Click photographs - Photos may exist for this station.
 MD0451
 MD0451.The dynamic height is computed by dividing the NAVD 88
 MD0451.geopotential number by the normal gravity value computed on the
 MD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0451.degrees latitude (g = 980.6199 gals.).
 MD0451
 MD0451.The modeled gravity was interpolated from observed gravity values.
 MD0451
 MD0451;                    North         East    Units  Estimated Accuracy
 MD0451;SPC IN E     -   676,140.      170,990.      MT  (+/- 180 meters Scaled)
 MD0451
 MD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL825782(NAD 83)
 MD0451
 MD0451                          SUPERSEDED SURVEY CONTROL
 MD0451
 MD0451  NGVD 29 (??/??/92)  260.195  (m)          853.66   (f) ADJ UNCH    2 0
 MD0451
 MD0451.Superseded values are not recommended for survey control.
 MD0451
 MD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0451.See file dsdata.pdf to determine how the superseded data were derived.
 MD0451
 MD0451_MARKER: DB = BENCH MARK DISK
 MD0451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0451_SP_SET: CULVERT HEADWALL
 MD0451_STAMPING: Q 199 1946
 MD0451_MARK LOGO: CGS
 MD0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0451+STABILITY: SURFACE MOTION
 MD0451
 MD0451  HISTORY     - Date     Condition        Report By
 MD0451  HISTORY     - 1946     MONUMENTED       CGS
 MD0451  HISTORY     - 1962     GOOD             CGS
 MD0451
 MD0451                          STATION DESCRIPTION
 MD0451
 MD0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0451'1.6 MI SE FROM NEWVILLE.
 MD0451'ABOUT 1.6 MILES SE ALONG NO. 8 INDIANA HWY. FROM THE CROSSROADS
 MD0451'IN NEWVILLE, ABOUT 1.1 MILES NW ALONG SAME FROM ITS INTERSECTION
 MD0451'WITH THE INDIANA-OHIO BOUNDARY, ABOUT 40 YARDS SE OF SE END OF
 MD0451'SHORT EAST HWY. CURVE, 13 FEET SW OF CENTER LINE OF HWY., ABOUT
 MD0451'LEVEL WITH SAME, 0.8 FOOT SE OF NW END OF 4-FOOT HEADWALL OF
 MD0451'15-INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1377 ***********************************************************************
 MD1377  DESIGNATION -  Q 20
 MD1377  PID         -  MD1377
 MD1377  STATE/COUNTY-  IN/ELKHART
 MD1377  COUNTRY     -  US
 MD1377  USGS QUAD   -  ELKHART (2019)
 MD1377
 MD1377                         *CURRENT SURVEY CONTROL
 MD1377  ______________________________________________________________________
 MD1377* NAD 83(1986) POSITION- 41 40 25.     (N) 085 59 06.     (W)   SCALED
 MD1377* NAVD 88 ORTHO HEIGHT -   229.444 (meters)      752.77  (feet) ADJUSTED
 MD1377  ______________________________________________________________________
 MD1377  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 MD1377  DYNAMIC HEIGHT  -        229.355 (meters)      752.48  (feet) COMP
 MD1377  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 MD1377
 MD1377  VERT ORDER      -  SECOND    CLASS 0
 MD1377
 MD1377.The horizontal coordinates were scaled from a map and have
 MD1377.an estimated accuracy of +/- 6 seconds.
 MD1377
 MD1377.The orthometric height was determined by differential leveling and
 MD1377.adjusted by the NATIONAL GEODETIC SURVEY
 MD1377.in June 1991.
 MD1377
 MD1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1377.GEOID18 height accuracy estimate available here.
 MD1377
 MD1377.Click photographs - Photos may exist for this station.
 MD1377
 MD1377.The dynamic height is computed by dividing the NAVD 88
 MD1377.geopotential number by the normal gravity value computed on the
 MD1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1377.degrees latitude (g = 980.6199 gals.).
 MD1377
 MD1377.The modeled gravity was interpolated from observed gravity values.
 MD1377
 MD1377;                    North         East    Units  Estimated Accuracy
 MD1377;SPC IN E     -   713,420.       73,490.      MT  (+/- 180 meters Scaled)
 MD1377
 MD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM844140(NAD 83)
 MD1377
 MD1377                          SUPERSEDED SURVEY CONTROL
 MD1377
 MD1377  NGVD 29 (??/??/92)  229.571  (m)          753.18   (f) ADJ UNCH    2 0
 MD1377
 MD1377.Superseded values are not recommended for survey control.
 MD1377
 MD1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1377.See file dsdata.pdf to determine how the superseded data were derived.
 MD1377
 MD1377_MARKER: DB = BENCH MARK DISK
 MD1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1377_SP_SET: ABUTMENT
 MD1377_STAMPING: Q 20 1934
 MD1377_MARK LOGO: CGS
 MD1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1377+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2010
 MD1377
 MD1377  HISTORY     - Date     Condition        Report By
 MD1377  HISTORY     - 1934     MONUMENTED       CGS
 MD1377  HISTORY     - 1946     GOOD             CGS
 MD1377  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1377  HISTORY     - 20040621 GOOD             INDIV
 MD1377  HISTORY     - 20070925 GOOD             LFA
 MD1377  HISTORY     - 20101217 GOOD             DLZCOR
 MD1377
 MD1377                          STATION DESCRIPTION
 MD1377
 MD1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1377'AT ELKHART.
 MD1377'ABOUT 0.8 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1377'STATION AT ELKHART, AT A BRIDGE OVER OAKLAND AVENUE, SET IN THE
 MD1377'TOP OF THE SECOND STEP AT THE SOUTH END OF THE WEST CONCRETE
 MD1377'ABUTMENT, 1 FOOT NORTH OF THE TOP OF A SLOPING RETAINING WALL,
 MD1377'3 FEET SOUTH OF THE NORTH END OF THE FIRST STEP, 13.5 FEET
 MD1377'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SIDE TRACK,
 MD1377'ABOUT 3 FEET BELOW THE TRACK, AND SET IN A DRILL HOLE.
 MD1377
 MD1377                          STATION RECOVERY (1993)
 MD1377
 MD1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1377
 MD1377                          STATION RECOVERY (2004)
 MD1377
 MD1377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RAP)
 MD1377'RECOVERED AS DESSCRIBED
 MD1377
 MD1377                          STATION RECOVERY (2007)
 MD1377
 MD1377'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2007 (SST)
 MD1377'RECOVERED IN GOOD CONDITION.
 MD1377
 MD1377                          STATION RECOVERY (2010)
 MD1377
 MD1377'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 MD1377'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0328 ***********************************************************************
 MD0328  DESIGNATION -  Q 200
 MD0328  PID         -  MD0328
 MD0328  STATE/COUNTY-  IN/DE KALB
 MD0328  COUNTRY     -  US
 MD0328  USGS QUAD   -  BUTLER WEST (2019)
 MD0328
 MD0328                         *CURRENT SURVEY CONTROL
 MD0328  ______________________________________________________________________
 MD0328* NAD 83(1986) POSITION- 41 25 44.     (N) 084 56 53.     (W)   SCALED
 MD0328* NAVD 88 ORTHO HEIGHT -   270.036 (meters)      885.94  (feet) ADJUSTED
 MD0328  ______________________________________________________________________
 MD0328  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 MD0328  DYNAMIC HEIGHT  -        269.931 (meters)      885.60  (feet) COMP
 MD0328  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD0328
 MD0328  VERT ORDER      -  SECOND    CLASS 0
 MD0328
 MD0328.The horizontal coordinates were scaled from a map and have
 MD0328.an estimated accuracy of +/- 6 seconds.
 MD0328
 MD0328.The orthometric height was determined by differential leveling and
 MD0328.adjusted by the NATIONAL GEODETIC SURVEY
 MD0328.in June 1991.
 MD0328
 MD0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0328.GEOID18 height accuracy estimate available here.
 MD0328
 MD0328.Click photographs - Photos may exist for this station.
 MD0328
 MD0328.The dynamic height is computed by dividing the NAVD 88
 MD0328.geopotential number by the normal gravity value computed on the
 MD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0328.degrees latitude (g = 980.6199 gals.).
 MD0328
 MD0328.The modeled gravity was interpolated from observed gravity values.
 MD0328
 MD0328;                    North         East    Units  Estimated Accuracy
 MD0328;SPC IN E     -   686,440.      160,070.      MT  (+/- 180 meters Scaled)
 MD0328
 MD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714884(NAD 83)
 MD0328
 MD0328                          SUPERSEDED SURVEY CONTROL
 MD0328
 MD0328  NGVD 29 (??/??/92)  270.18   (m)          886.4    (f) COMPUTED    2 0
 MD0328
 MD0328.Superseded values are not recommended for survey control.
 MD0328
 MD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0328.See file dsdata.pdf to determine how the superseded data were derived.
 MD0328
 MD0328_MARKER: DB = BENCH MARK DISK
 MD0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0328_STAMPING: Q 200 1946
 MD0328_MARK LOGO: CGS
 MD0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0328+STABILITY: SURFACE MOTION
 MD0328
 MD0328  HISTORY     - Date     Condition        Report By
 MD0328  HISTORY     - 1946     MONUMENTED       CGS
 MD0328
 MD0328                          STATION DESCRIPTION
 MD0328
 MD0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0328'3.8 MI W FROM BUTLER.
 MD0328'ABOUT 3.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0328'STATION AT BUTLER, ABOUT 4.1 MILES EAST OF THE STATION AT
 MD0328'WATERLOO, 4 1/2 POLES EAST AND ACROSS U.S. HIGHWAY 6 FROM MILE
 MD0328'POST 363, ACROSS THE HIGHWAY FROM LOCATION STAKE NO. 3085, SET
 MD0328'IN THE SOUTHWEST CORNER OF THE WATERLOO REST PARK (STATE HIGHWAY
 MD0328'COMMISSION ROADSIDE PARK), 132 FEET NORTH AND ACROSS THE HIGHWAY
 MD0328'FROM THE NORTH RAIL OF THE NORTH TRACK, 40 FEET NORTH OF THE
 MD0328'CENTER LINE OF HIGHWAY 6, 15 FEET NORTH OF THE FENCE CORNER, 1
 MD0328'FOOT EAST OF THE FENCE, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET
 MD0328'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0329 ***********************************************************************
 MD0329  DESIGNATION -  Q 200 RESET
 MD0329  PID         -  MD0329
 MD0329  STATE/COUNTY-  IN/DE KALB
 MD0329  COUNTRY     -  US
 MD0329  USGS QUAD   -  BUTLER WEST (2019)
 MD0329
 MD0329                         *CURRENT SURVEY CONTROL
 MD0329  ______________________________________________________________________
 MD0329* NAD 83(1986) POSITION- 41 25 44.     (N) 084 56 53.     (W)   SCALED
 MD0329* NAVD 88 ORTHO HEIGHT -   270.73  (meters)      888.2   (feet) RESET
 MD0329  ______________________________________________________________________
 MD0329  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 MD0329  VERT ORDER      -  THIRD
 MD0329
 MD0329.The horizontal coordinates were scaled from a map and have
 MD0329.an estimated accuracy of +/- 6 seconds.
 MD0329
 MD0329.The orthometric height was computed from unverified reset data.
 MD0329
 MD0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0329.GEOID18 height accuracy estimate available here.
 MD0329
 MD0329.Click photographs - Photos may exist for this station.
 MD0329
 MD0329;                    North         East    Units  Estimated Accuracy
 MD0329;SPC IN E     -   686,440.      160,070.      MT  (+/- 180 meters Scaled)
 MD0329
 MD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714884(NAD 83)
 MD0329
 MD0329                          SUPERSEDED SURVEY CONTROL
 MD0329
 MD0329  NGVD 29 (??/??/??)  270.88   (m)          888.7    (f) RESET       3  
 MD0329
 MD0329.Superseded values are not recommended for survey control.
 MD0329
 MD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0329.See file dsdata.pdf to determine how the superseded data were derived.
 MD0329
 MD0329_MARKER: DB = BENCH MARK DISK
 MD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0329_STAMPING: Q 200 RESET 1962
 MD0329_MARK LOGO: CGS
 MD0329_PROJECTION: FLUSH
 MD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0329+STABILITY: SURFACE MOTION
 MD0329
 MD0329  HISTORY     - Date     Condition        Report By
 MD0329  HISTORY     - 1962     MONUMENTED       CGS
 MD0329
 MD0329                          STATION DESCRIPTION
 MD0329
 MD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0329'4 MI W FROM BUTLER.
 MD0329'ABOUT 4.0 MILES W ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0329'WITH NO. 1 INDIANA HWY. IN THE HEART OF BUTLER, ABOUT 4.1 MILES
 MD0329'E ALONG SAME FROM NO. 27 U.S. HWY. IN WATERLOO, 86 FEET E OF
 MD0329'PROJECTED LINE OF W FENCE OF THE WATERLOO REST PARK, 47 FEET S
 MD0329'OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 0.3 FOOT HIGHER THAN
 MD0329'SAME, 45.7 FEET N OF N RAIL OF NEW YORK CENTRAL R.R. DOUBLE
 MD0329'TRACKS, 3.7 FEET LOWER THAN TOP OF SAME, 1.8 FEET E OF STEEL
 MD0329'WITNESS POST, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0769 ***********************************************************************
 MD0769  DESIGNATION -  Q 201
 MD0769  PID         -  MD0769
 MD0769  STATE/COUNTY-  IN/ALLEN
 MD0769  COUNTRY     -  US
 MD0769  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0769
 MD0769                         *CURRENT SURVEY CONTROL
 MD0769  ______________________________________________________________________
 MD0769* NAD 83(1986) POSITION- 41 05 46.     (N) 085 01 18.     (W)   SCALED
 MD0769* NAVD 88 ORTHO HEIGHT -   229.091 (meters)      751.61  (feet) ADJUSTED
 MD0769  ______________________________________________________________________
 MD0769  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 MD0769  DYNAMIC HEIGHT  -        228.999 (meters)      751.31  (feet) COMP
 MD0769  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 MD0769
 MD0769  VERT ORDER      -  SECOND    CLASS 0
 MD0769
 MD0769.The horizontal coordinates were scaled from a map and have
 MD0769.an estimated accuracy of +/- 6 seconds.
 MD0769
 MD0769.The orthometric height was determined by differential leveling and
 MD0769.adjusted by the NATIONAL GEODETIC SURVEY
 MD0769.in June 1991.
 MD0769
 MD0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0769.GEOID18 height accuracy estimate available here.
 MD0769
 MD0769.Click photographs - Photos may exist for this station.
 MD0769
 MD0769.The dynamic height is computed by dividing the NAVD 88
 MD0769.geopotential number by the normal gravity value computed on the
 MD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0769.degrees latitude (g = 980.6199 gals.).
 MD0769
 MD0769.The modeled gravity was interpolated from observed gravity values.
 MD0769
 MD0769;                    North         East    Units  Estimated Accuracy
 MD0769;SPC IN E     -   649,430.      154,190.      MT  (+/- 180 meters Scaled)
 MD0769
 MD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL661513(NAD 83)
 MD0769
 MD0769                          SUPERSEDED SURVEY CONTROL
 MD0769
 MD0769  NGVD 29 (??/??/92)  229.25   (m)          752.1    (f) COMPUTED    2 0
 MD0769
 MD0769.Superseded values are not recommended for survey control.
 MD0769
 MD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0769.See file dsdata.pdf to determine how the superseded data were derived.
 MD0769
 MD0769_MARKER: DB = BENCH MARK DISK
 MD0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0769_SP_SET: BRIDGE
 MD0769_STAMPING: Q 201 1946
 MD0769_MARK LOGO: CGS
 MD0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0769+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 MD0769
 MD0769  HISTORY     - Date     Condition        Report By
 MD0769  HISTORY     - 1946     MONUMENTED       CGS
 MD0769  HISTORY     - 1955     GOOD             CGS
 MD0769  HISTORY     - 20030308 GOOD             GEOCAC
 MD0769
 MD0769                          STATION DESCRIPTION
 MD0769
 MD0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0769'1.5 MI N FROM NEW HAVEN.
 MD0769'1.5 MILES NORTH ALONG RUFUS STREET AND LANDIN ROAD FROM ST. JOHNS
 MD0769'BAPTIST SCHOOL AT NEW HAVEN, ABOUT 1/4 MILE SOUTH OF THE
 MD0769'T-JUNCTION OF A GRAVEL ROAD LEADING WEST, AT A 35-FOOT STEEL
 MD0769'BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHWEST STONE WING WALL,
 MD0769'1 FOOT SOUTHEAST OF THE NORTHWEST END, 11 FEET WEST OF THE
 MD0769'CENTER LINE OF THE ROAD, 6.8 FEET NORTHWEST OF THE NORTH END OF
 MD0769'THE STEEL BEAM, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  NOTE-- IT
 MD0769'WAS REPORTED IN JUNE 1955 THAT THE SCHOOL REFERRED TO IS CATHOLIC.
 MD0769
 MD0769                          STATION RECOVERY (1955)
 MD0769
 MD0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MD0769'RECOVERED IN GOOD CONDITION.
 MD0769
 MD0769                          STATION RECOVERY (2003)
 MD0769
 MD0769'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0769'REMEASURED THE COORDINATES USING A CONSUMER GRADE GPS TO WITHIN 24
 MD0769'FEET OF ACCURACY.  COORDINATES FOUND WERE N41  5.779'  W85  1.304'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1761 ***********************************************************************
 LA1761  DESIGNATION -  Q 202
 LA1761  PID         -  LA1761
 LA1761  STATE/COUNTY-  IN/HUNTINGTON
 LA1761  COUNTRY     -  US
 LA1761  USGS QUAD   -  MOUNT ETNA (2019)
 LA1761
 LA1761                         *CURRENT SURVEY CONTROL
 LA1761  ______________________________________________________________________
 LA1761* NAD 83(1986) POSITION- 40 42 40.     (N) 085 30 26.     (W)   SCALED
 LA1761* NAVD 88 ORTHO HEIGHT -   255.410 (meters)      837.96  (feet) ADJUSTED
 LA1761  ______________________________________________________________________
 LA1761  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LA1761  DYNAMIC HEIGHT  -        255.285 (meters)      837.55  (feet) COMP
 LA1761  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 LA1761
 LA1761  VERT ORDER      -  SECOND    CLASS 0
 LA1761
 LA1761.The horizontal coordinates were scaled from a map and have
 LA1761.an estimated accuracy of +/- 6 seconds.
 LA1761
 LA1761.The orthometric height was determined by differential leveling and
 LA1761.adjusted by the NATIONAL GEODETIC SURVEY
 LA1761.in June 1991.
 LA1761
 LA1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1761.GEOID18 height accuracy estimate available here.
 LA1761
 LA1761.Click photographs - Photos may exist for this station.
 LA1761
 LA1761.The dynamic height is computed by dividing the NAVD 88
 LA1761.geopotential number by the normal gravity value computed on the
 LA1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1761.degrees latitude (g = 980.6199 gals.).
 LA1761
 LA1761.The modeled gravity was interpolated from observed gravity values.
 LA1761
 LA1761;                    North         East    Units  Estimated Accuracy
 LA1761;SPC IN E     -   606,490.      113,470.      MT  (+/- 180 meters Scaled)
 LA1761
 LA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260077(NAD 83)
 LA1761
 LA1761                          SUPERSEDED SURVEY CONTROL
 LA1761
 LA1761  NGVD 29 (??/??/92)  255.541  (m)          838.39   (f) ADJ UNCH    2 0
 LA1761
 LA1761.Superseded values are not recommended for survey control.
 LA1761
 LA1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1761.See file dsdata.pdf to determine how the superseded data were derived.
 LA1761
 LA1761_MARKER: DB = BENCH MARK DISK
 LA1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1761_STAMPING: Q 202 1946
 LA1761_MARK LOGO: CGS
 LA1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1761+STABILITY: SURFACE MOTION
 LA1761
 LA1761  HISTORY     - Date     Condition        Report By
 LA1761  HISTORY     - 1946     MONUMENTED       CGS
 LA1761  HISTORY     - 1962     GOOD             CGS
 LA1761
 LA1761                          STATION DESCRIPTION
 LA1761
 LA1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1761'2.8 MI SOUTH FROM LANCASTER.
 LA1761'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1761'AT LANCASTER, ABOUT 1.0 MILE NORTH OF THE JEFFERSON TOWNSHIP
 LA1761'CONSOLIDATED SCHOOL, AT A GRAVEL CROSS ROAD, 70 FEET WEST OF THE
 LA1761'CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF A FENCE CORNER, 17 FEET
 LA1761'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF A WIRE
 LA1761'FENCE, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 LA1761'CONCRETE POST PROJECTING 2 INCHES.
 LA1761
 LA1761                          STATION RECOVERY (1962)
 LA1761
 LA1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1741 ***********************************************************************
 LA1741  DESIGNATION -  Q 203
 LA1741  PID         -  LA1741
 LA1741  STATE/COUNTY-  IN/HUNTINGTON
 LA1741  COUNTRY     -  US
 LA1741  USGS QUAD   -  ANDREWS (2019)
 LA1741
 LA1741                         *CURRENT SURVEY CONTROL
 LA1741  ______________________________________________________________________
 LA1741* NAD 83(1997) POSITION- 40 47 56.41690(N) 085 36 51.95661(W)   ADJUSTED
 LA1741* NAVD 88 ORTHO HEIGHT -   249.357 (meters)      818.10  (feet) ADJUSTED
 LA1741  ______________________________________________________________________
 LA1741  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LA1741  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 LA1741  DYNAMIC HEIGHT  -        249.237 (meters)      817.71  (feet) COMP
 LA1741  MODELED GRAVITY -    980,138.8   (mgal)                       NAVD 88
 LA1741
 LA1741  HORZ ORDER      -  SECOND
 LA1741  VERT ORDER      -  SECOND    CLASS 0
 LA1741
 LA1741.The horizontal coordinates were established by classical geodetic methods
 LA1741.and adjusted by the National Geodetic Survey in May 1999.
 LA1741
 LA1741.The orthometric height was determined by differential leveling and
 LA1741.adjusted by the NATIONAL GEODETIC SURVEY
 LA1741.in June 1991.
 LA1741
 LA1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1741.GEOID18 height accuracy estimate available here.
 LA1741
 LA1741.Click photographs - Photos may exist for this station.
 LA1741
 LA1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1741
 LA1741.The dynamic height is computed by dividing the NAVD 88
 LA1741.geopotential number by the normal gravity value computed on the
 LA1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1741.degrees latitude (g = 980.6199 gals.).
 LA1741
 LA1741.The modeled gravity was interpolated from observed gravity values.
 LA1741
 LA1741. The following values were computed from the NAD 83(1997) position.
 LA1741
 LA1741;                    North         East     Units Scale Factor Converg.
 LA1741;SPC IN E     -   616,239.329   104,407.917   MT  0.99996691   +0 02 02.9
 LA1741;SPC IN E     - 2,021,778.53    342,544.97   sFT  0.99996691   +0 02 02.9
 LA1741;UTM  16      - 4,517,368.610   616,883.317   MT  0.99976815   +0 54 19.6
 LA1741
 LA1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1741!SPC IN E     -   0.99996625  x   0.99996691  =   0.99993316
 LA1741!UTM  16      -   0.99996625  x   0.99976815  =   0.99973440
 LA1741
 LA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1688317368(NAD 83)
 LA1741
 LA1741                          SUPERSEDED SURVEY CONTROL
 LA1741
 LA1741  NAD 83(1995)-  40 47 56.41946(N)    085 36 51.96852(W) AD(       ) 2
 LA1741  NAD 83(1986)-  40 47 56.41972(N)    085 36 51.96954(W) AD(       ) 2
 LA1741  NAD 27      -  40 47 56.26110(N)    085 36 52.05040(W) AD(       ) 2
 LA1741  NGVD 29 (??/??/92)  249.483  (m)          818.51   (f) ADJ UNCH    2 0
 LA1741  NGVD 29             249.48   (m)          818.5    (f) LEVELING    3  
 LA1741
 LA1741.Superseded values are not recommended for survey control.
 LA1741
 LA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1741.See file dsdata.pdf to determine how the superseded data were derived.
 LA1741
 LA1741_MARKER: DB = BENCH MARK DISK
 LA1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1741_STAMPING: Q 203 1946
 LA1741_MARK LOGO: CGS
 LA1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1741+STABILITY: SURFACE MOTION
 LA1741
 LA1741  HISTORY     - Date     Condition        Report By
 LA1741  HISTORY     - 1946     MONUMENTED       CGS
 LA1741  HISTORY     - 1948     GOOD             CGS
 LA1741
 LA1741                          STATION DESCRIPTION
 LA1741
 LA1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1741'4.7 MI SW FROM ANDREWS.
 LA1741'ABOUT 4.7 MILES SOUTH AND WEST ALONG STATE HIGHWAY 105 FROM THE
 LA1741'POST OFFICE AT ANDREWS, ABOUT 0.6 MILE WEST OF A TURN IN THE
 LA1741'HIGHWAY WITH TANGENTS EXTENDING NORTH AND WEST, 0.4 MILE EAST
 LA1741'OF A TURN IN THE HIGHWAY WITH TANGENTS EXTENDING SOUTH AND EAST,
 LA1741'26 FEET EAST OF THE PROLONGED CENTER LINE OF A DRIVE WAY LEADING
 LA1741'SOUTH TO A FARM, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1741'26.5 FEET EAST OF THE EAST GATE POST TO A FIELD ROAD, 65 FEET WEST
 LA1741'OF TELEPHONE POLE 2029, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 LA1741'ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1741'POST PROJECTING 3 INCHES.
 LA1741
 LA1741                          STATION RECOVERY (1948)
 LA1741
 LA1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1741'THIS IS A TRAVERSE STATION
 LA1741'
 LA1741'STATION IS LOCATED 5 MILES SOUTH OF ANDREWS, 8 MILES SOUTHWEST OF
 LA1741'HUNTINGTON AND 4 MILES
 LA1741'NORTHEAST OF MT ETNA ON THE NORTH SIDE OF STATE HIGHWAY NO. 105.  IT
 LA1741'IS 18 FEET NORTH OF THE CENTER OF
 LA1741'HIGHWAY AND 33 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY
 LA1741'AND GRAVEL DRIVEWAY SOUTH.  THE MARK IS A 6 BY
 LA1741'6 INCH CONCRETE POST THAT PROJECTS 2 INCHES
 LA1741'WITH A STANDARD USC AND GS BM DISK STAMPED Q 203 1946.  A
 LA1741'TRAVERSE CONNECTION WAS MADE FROM
 LA1741'TRIANGULATION STATION DORA AND THE DISTANCE WAS FOUND TO BE 116.40
 LA1741'FEET (35.479 METERS).
 LA1741'
 LA1741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 105 AND
 LA1741'NO. 224 WHICH IS 3 MILES WEST
 LA1741'OF MT ETNA GO NORTH ON HIGHWAY NO. 105 FOR 4.5 MILES TO THE STATION
 LA1741'ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1389 ***********************************************************************
 LA1389  DESIGNATION -  Q 204
 LA1389  PID         -  LA1389
 LA1389  STATE/COUNTY-  IN/TIPTON
 LA1389  COUNTRY     -  US
 LA1389  USGS QUAD   -  GREENTOWN (2019)
 LA1389
 LA1389                         *CURRENT SURVEY CONTROL
 LA1389  ______________________________________________________________________
 LA1389* NAD 83(1986) POSITION- 40 22 39.25   (N) 085 57 22.61   (W)   HD_HELD1
 LA1389* NAVD 88 ORTHO HEIGHT -   259.741 (meters)      852.17  (feet) ADJUSTED
 LA1389  ______________________________________________________________________
 LA1389  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 LA1389  DYNAMIC HEIGHT  -        259.604 (meters)      851.72  (feet) COMP
 LA1389  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 LA1389
 LA1389  VERT ORDER      -  SECOND    CLASS 0
 LA1389
 LA1389.The horizontal coordinates were determined by differentially corrected
 LA1389.hand held GPS observations or other comparable positioning techniques
 LA1389.and have an estimated accuracy of +/- 3 meters.
 LA1389
 LA1389.The orthometric height was determined by differential leveling and
 LA1389.adjusted by the NATIONAL GEODETIC SURVEY
 LA1389.in June 1991.
 LA1389
 LA1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1389.GEOID18 height accuracy estimate available here.
 LA1389
 LA1389.Click photographs - Photos may exist for this station.
 LA1389
 LA1389.The dynamic height is computed by dividing the NAVD 88
 LA1389.geopotential number by the normal gravity value computed on the
 LA1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1389.degrees latitude (g = 980.6199 gals.).
 LA1389
 LA1389.The modeled gravity was interpolated from observed gravity values.
 LA1389
 LA1389;                    North         East    Units  Estimated Accuracy
 LA1389;SPC IN E     -   569,481.2      75,406.3     MT  (+/- 3 meters HH1 GPS) 
 LA1389
 LA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8859970187(NAD 83)
 LA1389
 LA1389                          SUPERSEDED SURVEY CONTROL
 LA1389
 LA1389  NGVD 29 (??/??/92)  259.866  (m)          852.58   (f) ADJ UNCH    2 0
 LA1389
 LA1389.Superseded values are not recommended for survey control.
 LA1389
 LA1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1389.See file dsdata.pdf to determine how the superseded data were derived.
 LA1389
 LA1389_MARKER: DB = BENCH MARK DISK
 LA1389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1389_SP_SET: DRAIN
 LA1389_STAMPING: Q 204 1946
 LA1389_MARK LOGO: CGS
 LA1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1389+STABILITY: SURFACE MOTION
 LA1389
 LA1389  HISTORY     - Date     Condition        Report By
 LA1389  HISTORY     - 1946     MONUMENTED       CGS
 LA1389
 LA1389                          STATION DESCRIPTION
 LA1389
 LA1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1389'1 MI N FROM WINDFALL.
 LA1389'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1389'CROSSROAD AT WINDFALL, AT A GRAVEL CROSS ROAD, 31 FEET WEST
 LA1389'OF THE CENTER LINE OF THE HIGHWAY, 61 FEET NORTH OF THE CENTER
 LA1389'LINE OF THE CROSS ROAD, 13 FEET NORTHEAST OF A FENCE CORNER,
 LA1389'AND SET IN THE TOP OF THE CENTER OF THE EAST WALL OF A 3 BY 3
 LA1389'FOOT GRILL COVERED CONCRETE DRAIN BOX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1456 ***********************************************************************
 LA1456  DESIGNATION -  Q 206
 LA1456  PID         -  LA1456
 LA1456  STATE/COUNTY-  IN/MADISON
 LA1456  COUNTRY     -  US
 LA1456  USGS QUAD   -  ELWOOD (2019)
 LA1456
 LA1456                         *CURRENT SURVEY CONTROL
 LA1456  ______________________________________________________________________
 LA1456* NAD 83(1986) POSITION- 40 16 39.1    (N) 085 50 29.6    (W)   HD_HELD2
 LA1456* NAVD 88 ORTHO HEIGHT -   263.629 (meters)      864.92  (feet) ADJUSTED
 LA1456  ______________________________________________________________________
 LA1456  GEOID HEIGHT    -        -34.258 (meters)                     GEOID18
 LA1456  DYNAMIC HEIGHT  -        263.490 (meters)      864.47  (feet) COMP
 LA1456  MODELED GRAVITY -    980,089.3   (mgal)                       NAVD 88
 LA1456
 LA1456  VERT ORDER      -  SECOND    CLASS 0
 LA1456
 LA1456.The horizontal coordinates were established by autonomous hand held GPS
 LA1456.observations and have an estimated accuracy of +/- 10 meters.
 LA1456
 LA1456.The orthometric height was determined by differential leveling and
 LA1456.adjusted by the NATIONAL GEODETIC SURVEY
 LA1456.in June 1991.
 LA1456
 LA1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1456.GEOID18 height accuracy estimate available here.
 LA1456
 LA1456.Click photographs - Photos may exist for this station.
 LA1456
 LA1456.The dynamic height is computed by dividing the NAVD 88
 LA1456.geopotential number by the normal gravity value computed on the
 LA1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1456.degrees latitude (g = 980.6199 gals.).
 LA1456
 LA1456.The modeled gravity was interpolated from observed gravity values.
 LA1456
 LA1456;                    North         East    Units  Estimated Accuracy
 LA1456;SPC IN E     -   558,347.       85,127.      MT  (+/- 10 meters HH2 GPS)
 LA1456
 LA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9848459204(NAD 83)
 LA1456
 LA1456                          SUPERSEDED SURVEY CONTROL
 LA1456
 LA1456  NGVD 29 (??/??/92)  263.762  (m)          865.36   (f) ADJ UNCH    2 0
 LA1456
 LA1456.Superseded values are not recommended for survey control.
 LA1456
 LA1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1456.See file dsdata.pdf to determine how the superseded data were derived.
 LA1456
 LA1456_MARKER: DB = BENCH MARK DISK
 LA1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1456_SP_SET: BUILDING
 LA1456_STAMPING: Q 206 1946
 LA1456_MARK LOGO: CGS
 LA1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1456
 LA1456  HISTORY     - Date     Condition        Report By
 LA1456  HISTORY     - 1946     MONUMENTED       CGS
 LA1456  HISTORY     - 1989     GOOD             USPSQD
 LA1456
 LA1456                          STATION DESCRIPTION
 LA1456
 LA1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1456'AT ELWOOD.
 LA1456'AT ELWOOD, SET VERTICALLY IN THE EAST FACE OF THE LIMESTONE
 LA1456'MASONERY WALL AT THE SOUTHEAST CORNER OF THE POST OFFICE
 LA1456'BUILDING, 1 FOOT NORTH OF THE SOUTHEAST CORNER AND ABOUT 3.8
 LA1456'FEET ABOVE THE SIDE WALK.
 LA1456
 LA1456                          STATION RECOVERY (1989)
 LA1456
 LA1456'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0529 ***********************************************************************
 LB0529  DESIGNATION -  Q 207
 LB0529  PID         -  LB0529
 LB0529  STATE/COUNTY-  IN/CLINTON
 LB0529  COUNTRY     -  US
 LB0529  USGS QUAD   -  HILLISBURG (2019)
 LB0529
 LB0529                         *CURRENT SURVEY CONTROL
 LB0529  ______________________________________________________________________
 LB0529* NAD 83(1986) POSITION- 40 16 23.     (N) 086 18 02.     (W)   SCALED
 LB0529* NAVD 88 ORTHO HEIGHT -   283.075 (meters)      928.72  (feet) ADJUSTED
 LB0529  ______________________________________________________________________
 LB0529  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LB0529  DYNAMIC HEIGHT  -        282.921 (meters)      928.22  (feet) COMP
 LB0529  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 LB0529
 LB0529  VERT ORDER      -  SECOND    CLASS 0
 LB0529
 LB0529.The horizontal coordinates were scaled from a map and have
 LB0529.an estimated accuracy of +/- 6 seconds.
 LB0529
 LB0529.The orthometric height was determined by differential leveling and
 LB0529.adjusted by the NATIONAL GEODETIC SURVEY
 LB0529.in June 1991.
 LB0529
 LB0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0529.GEOID18 height accuracy estimate available here.
 LB0529
 LB0529.Click photographs - Photos may exist for this station.
 LB0529
 LB0529.The dynamic height is computed by dividing the NAVD 88
 LB0529.geopotential number by the normal gravity value computed on the
 LB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0529.degrees latitude (g = 980.6199 gals.).
 LB0529
 LB0529.The modeled gravity was interpolated from observed gravity values.
 LB0529
 LB0529;                    North         East    Units  Estimated Accuracy
 LB0529;SPC IN W     -   558,130.      966,580.      MT  (+/- 180 meters Scaled)
 LB0529
 LB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK594582(NAD 83)
 LB0529
 LB0529                          SUPERSEDED SURVEY CONTROL
 LB0529
 LB0529  NGVD 29 (??/??/92)  283.183  (m)          929.08   (f) ADJ UNCH    2 0
 LB0529
 LB0529.Superseded values are not recommended for survey control.
 LB0529
 LB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0529.See file dsdata.pdf to determine how the superseded data were derived.
 LB0529
 LB0529_MARKER: DB = BENCH MARK DISK
 LB0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0529_SP_SET: BUILDING FOUNDATION
 LB0529_STAMPING: Q 207 1946
 LB0529_MARK LOGO: CGS
 LB0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0529
 LB0529  HISTORY     - Date     Condition        Report By
 LB0529  HISTORY     - 1946     MONUMENTED       CGS
 LB0529
 LB0529                          STATION DESCRIPTION
 LB0529
 LB0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0529'8 MI W FROM TETERSBURG.
 LB0529'ABOUT 7.95 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0529'AT TETERSBURG, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 LB0529'BLOCK FOUNDATION OF THE SOUTHEAST CORNER OF THE SCOTT BAPTIST
 LB0529'CHURCH, ABOUT 1.0 MILE SOUTH ALONG A PAVED ROAD FROM SCIRCLEVILLE,
 LB0529'1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND 2 FEET
 LB0529'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1562 ***********************************************************************
 LA1562  DESIGNATION -  Q 208
 LA1562  PID         -  LA1562
 LA1562  STATE/COUNTY-  IN/TIPTON
 LA1562  COUNTRY     -  US
 LA1562  USGS QUAD   -  WINDFALL (2019)
 LA1562
 LA1562                         *CURRENT SURVEY CONTROL
 LA1562  ______________________________________________________________________
 LA1562* NAD 83(1986) POSITION- 40 21 46.     (N) 085 59 40.     (W)   SCALED
 LA1562* NAVD 88 ORTHO HEIGHT -   264.061 (meters)      866.34  (feet) ADJUSTED
 LA1562  ______________________________________________________________________
 LA1562  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 LA1562  DYNAMIC HEIGHT  -        263.921 (meters)      865.88  (feet) COMP
 LA1562  MODELED GRAVITY -    980,089.8   (mgal)                       NAVD 88
 LA1562
 LA1562  VERT ORDER      -  SECOND    CLASS 0
 LA1562
 LA1562.The horizontal coordinates were scaled from a map and have
 LA1562.an estimated accuracy of +/- 6 seconds.
 LA1562
 LA1562.The orthometric height was determined by differential leveling and
 LA1562.adjusted by the NATIONAL GEODETIC SURVEY
 LA1562.in June 1991.
 LA1562
 LA1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1562.GEOID18 height accuracy estimate available here.
 LA1562
 LA1562.Click photographs - Photos may exist for this station.
 LA1562
 LA1562.The dynamic height is computed by dividing the NAVD 88
 LA1562.geopotential number by the normal gravity value computed on the
 LA1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1562.degrees latitude (g = 980.6199 gals.).
 LA1562
 LA1562.The modeled gravity was interpolated from observed gravity values.
 LA1562
 LA1562;                    North         East    Units  Estimated Accuracy
 LA1562;SPC IN E     -   567,850.       72,160.      MT  (+/- 180 meters Scaled)
 LA1562
 LA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK853685(NAD 83)
 LA1562
 LA1562                          SUPERSEDED SURVEY CONTROL
 LA1562
 LA1562  NGVD 29 (??/??/92)  264.184  (m)          866.74   (f) ADJ UNCH    2 0
 LA1562
 LA1562.Superseded values are not recommended for survey control.
 LA1562
 LA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1562.See file dsdata.pdf to determine how the superseded data were derived.
 LA1562
 LA1562_MARKER: DB = BENCH MARK DISK
 LA1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1562_STAMPING: Q 208 1946
 LA1562_MARK LOGO: CGS
 LA1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1562+STABILITY: SURFACE MOTION
 LA1562
 LA1562  HISTORY     - Date     Condition        Report By
 LA1562  HISTORY     - 1946     MONUMENTED       CGS
 LA1562
 LA1562                          STATION DESCRIPTION
 LA1562
 LA1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1562'2 MI W FROM WINDFALL.
 LA1562'ABOUT 2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 LA1562'WINDFALL, SET IN THE NORTHEAST QUARTER OF A NORTH-SOUTH GRAVEL ROAD,
 LA1562'77 FEET WEST-NORTHWEST OF A WELL PUMP, 52 FEET NORTH OF THE CENTER
 LA1562'LINE OF THE EAST-WEST ROAD, 157 FEET SOUTH OF POWER POLE 22-130,
 LA1562'18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, ABOUT
 LA1562'LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A CONCRETE POST
 LA1562'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1471 ***********************************************************************
 LA1471  DESIGNATION -  Q 209
 LA1471  PID         -  LA1471
 LA1471  STATE/COUNTY-  IN/HAMILTON
 LA1471  COUNTRY     -  US
 LA1471  USGS QUAD   -  RIVERWOOD (2019)
 LA1471
 LA1471                         *CURRENT SURVEY CONTROL
 LA1471  ______________________________________________________________________
 LA1471* NAD 83(1986) POSITION- 40 07 25.     (N) 085 56 33.     (W)   SCALED
 LA1471* NAVD 88 ORTHO HEIGHT -   242.037 (meters)      794.08  (feet) ADJUSTED
 LA1471  ______________________________________________________________________
 LA1471  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 LA1471  DYNAMIC HEIGHT  -        241.907 (meters)      793.66  (feet) COMP
 LA1471  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 LA1471
 LA1471  VERT ORDER      -  SECOND    CLASS 0
 LA1471
 LA1471.The horizontal coordinates were scaled from a map and have
 LA1471.an estimated accuracy of +/- 6 seconds.
 LA1471
 LA1471.The orthometric height was determined by differential leveling and
 LA1471.adjusted by the NATIONAL GEODETIC SURVEY
 LA1471.in June 1991.
 LA1471
 LA1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1471.GEOID18 height accuracy estimate available here.
 LA1471
 LA1471.Click photographs - Photos may exist for this station.
 LA1471
 LA1471.The dynamic height is computed by dividing the NAVD 88
 LA1471.geopotential number by the normal gravity value computed on the
 LA1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1471.degrees latitude (g = 980.6199 gals.).
 LA1471
 LA1471.The modeled gravity was interpolated from observed gravity values.
 LA1471
 LA1471;                    North         East    Units  Estimated Accuracy
 LA1471;SPC IN E     -   541,280.       76,490.      MT  (+/- 180 meters Scaled)
 LA1471
 LA1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK901420(NAD 83)
 LA1471
 LA1471                          SUPERSEDED SURVEY CONTROL
 LA1471
 LA1471  NGVD 29 (??/??/92)  242.166  (m)          794.51   (f) ADJ UNCH    2 0
 LA1471
 LA1471.Superseded values are not recommended for survey control.
 LA1471
 LA1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1471.See file dsdata.pdf to determine how the superseded data were derived.
 LA1471
 LA1471_MARKER: DB = BENCH MARK DISK
 LA1471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1471_SP_SET: BRIDGE RAILING
 LA1471_STAMPING: Q 209 1946
 LA1471_MARK LOGO: CGS
 LA1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1471
 LA1471  HISTORY     - Date     Condition        Report By
 LA1471  HISTORY     - 1946     MONUMENTED       CGS
 LA1471  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 LA1471
 LA1471                          STATION DESCRIPTION
 LA1471
 LA1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1471'AT STRAWTOWN.
 LA1471'AT STRAWTOWN, ALONG STATE HIGHWAY 37, SET IN THE TOP OF THE
 LA1471'SOUTHWEST END OF THE NORTHWEST CONCRETE BRIDGE RAILING OF THE
 LA1471'BRIDGE OVER WHITE RIVER, 18 FEET NORTHWEST OF AND ABOUT 3.5
 LA1471'FEET ABOVE THE CENTER LINE OF HIGHWAY 37.
 LA1471
 LA1471                          STATION RECOVERY (1975)
 LA1471
 LA1471'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 LA1471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0767 ***********************************************************************
 MD0767  DESIGNATION -  Q 21
 MD0767  PID         -  MD0767
 MD0767  STATE/COUNTY-  IN/DE KALB
 MD0767  COUNTRY     -  US
 MD0767  USGS QUAD   -  WATERLOO (2019)
 MD0767
 MD0767                         *CURRENT SURVEY CONTROL
 MD0767  ______________________________________________________________________
 MD0767* NAD 83(1986) POSITION- 41 25 55.     (N) 085 01 29.     (W)   SCALED
 MD0767* NAVD 88 ORTHO HEIGHT -   278.662 (meters)      914.24  (feet) ADJUSTED
 MD0767  ______________________________________________________________________
 MD0767  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 MD0767  DYNAMIC HEIGHT  -        278.552 (meters)      913.88  (feet) COMP
 MD0767  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 MD0767
 MD0767  VERT ORDER      -  SECOND    CLASS 0
 MD0767
 MD0767.The horizontal coordinates were scaled from a map and have
 MD0767.an estimated accuracy of +/- 6 seconds.
 MD0767
 MD0767.The orthometric height was determined by differential leveling and
 MD0767.adjusted by the NATIONAL GEODETIC SURVEY
 MD0767.in June 1991.
 MD0767
 MD0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0767.GEOID18 height accuracy estimate available here.
 MD0767
 MD0767.Click photographs - Photos may exist for this station.
 MD0767
 MD0767.The dynamic height is computed by dividing the NAVD 88
 MD0767.geopotential number by the normal gravity value computed on the
 MD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0767.degrees latitude (g = 980.6199 gals.).
 MD0767
 MD0767.The modeled gravity was interpolated from observed gravity values.
 MD0767
 MD0767;                    North         East    Units  Estimated Accuracy
 MD0767;SPC IN E     -   686,730.      153,650.      MT  (+/- 180 meters Scaled)
 MD0767
 MD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650885(NAD 83)
 MD0767
 MD0767                          SUPERSEDED SURVEY CONTROL
 MD0767
 MD0767  NGVD 29 (??/??/92)  278.813  (m)          914.74   (f) ADJ UNCH    2 0
 MD0767
 MD0767.Superseded values are not recommended for survey control.
 MD0767
 MD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0767.See file dsdata.pdf to determine how the superseded data were derived.
 MD0767
 MD0767_MARKER: DB = BENCH MARK DISK
 MD0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0767_STAMPING: Q 21 1934
 MD0767_MARK LOGO: CGS
 MD0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0767+STABILITY: SURFACE MOTION
 MD0767
 MD0767  HISTORY     - Date     Condition        Report By
 MD0767  HISTORY     - 1934     MONUMENTED       CGS
 MD0767  HISTORY     - 1957     GOOD             CGS
 MD0767  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD0767
 MD0767                          STATION DESCRIPTION
 MD0767
 MD0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MD0767'AT WATERLOO.
 MD0767'AT WATERLOO, DE KALB COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0767'145 YARDS EAST OF THE EAST END OF THE STATION, 54 YARDS NORTHWEST
 MD0767'OF THE NORTHWEST CORNER OF THE FREIGHT HOUSE PLATFORM, 31 YARDS
 MD0767'WEST OF THE CROSSING OF SOUTH CENTER STREET, 27 FEET NORTH OF
 MD0767'THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT ONE FOOT LOWER THAN
 MD0767'THE TRACK.  A STANDARD DISK, STAMPED Q 21 1934 AND SET IN THE
 MD0767'TOP OF A CONCRETE POST.  NOTE-- THE AREA HAS BEEN FILLED IN AND
 MD0767'THE MARK HAS PROBABLY BEEN COVERED.
 MD0767
 MD0767                          STATION RECOVERY (1963)
 MD0767
 MD0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0496 ***********************************************************************
 LB0496  DESIGNATION -  Q 210
 LB0496  PID         -  LB0496
 LB0496  STATE/COUNTY-  IN/TIPTON
 LB0496  COUNTRY     -  US
 LB0496  USGS QUAD   -  KEMPTON (2019)
 LB0496
 LB0496                         *CURRENT SURVEY CONTROL
 LB0496  ______________________________________________________________________
 LB0496* NAD 83(1986) POSITION- 40 18 05.     (N) 086 13 37.     (W)   SCALED
 LB0496* NAVD 88 ORTHO HEIGHT -   280.144 (meters)      919.11  (feet) ADJUSTED
 LB0496  ______________________________________________________________________
 LB0496  GEOID HEIGHT    -        -34.328 (meters)                     GEOID18
 LB0496  DYNAMIC HEIGHT  -        279.992 (meters)      918.61  (feet) COMP
 LB0496  MODELED GRAVITY -    980,075.0   (mgal)                       NAVD 88
 LB0496
 LB0496  VERT ORDER      -  SECOND    CLASS 0
 LB0496
 LB0496.The horizontal coordinates were scaled from a map and have
 LB0496.an estimated accuracy of +/- 6 seconds.
 LB0496
 LB0496.The orthometric height was determined by differential leveling and
 LB0496.adjusted by the NATIONAL GEODETIC SURVEY
 LB0496.in June 1991.
 LB0496
 LB0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0496.GEOID18 height accuracy estimate available here.
 LB0496
 LB0496.Click photographs - Photos may exist for this station.
 LB0496
 LB0496.The dynamic height is computed by dividing the NAVD 88
 LB0496.geopotential number by the normal gravity value computed on the
 LB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0496.degrees latitude (g = 980.6199 gals.).
 LB0496
 LB0496.The modeled gravity was interpolated from observed gravity values.
 LB0496
 LB0496;                    North         East    Units  Estimated Accuracy
 LB0496;SPC IN E     -   561,130.       52,370.      MT  (+/- 180 meters Scaled)
 LB0496
 LB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK656614(NAD 83)
 LB0496
 LB0496                          SUPERSEDED SURVEY CONTROL
 LB0496
 LB0496  NGVD 29 (??/??/92)  280.254  (m)          919.47   (f) ADJ UNCH    2 0
 LB0496
 LB0496.Superseded values are not recommended for survey control.
 LB0496
 LB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0496.See file dsdata.pdf to determine how the superseded data were derived.
 LB0496
 LB0496_MARKER: DB = BENCH MARK DISK
 LB0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0496_STAMPING: Q 210 1946
 LB0496_MARK LOGO: CGS
 LB0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0496+STABILITY: SURFACE MOTION
 LB0496
 LB0496  HISTORY     - Date     Condition        Report By
 LB0496  HISTORY     - 1946     MONUMENTED       CGS
 LB0496  HISTORY     - 20020515 MARK NOT FOUND   INDIV
 LB0496
 LB0496                          STATION DESCRIPTION
 LB0496
 LB0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0496'1 MI NE FROM KEMPTON.
 LB0496'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET AT KEMPTON FROM THE
 LB0496'POST OFFICE, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0496'AT AN EAST-WEST GRAVEL CROSS ROAD, 63 FEET EAST OF POWER POLE
 LB0496'NO. 14-849, 37 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 LB0496'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 15
 LB0496'FEET WEST OF A FENCE CORNER AND GATE POST, 1 FOOT NORTH OF THE
 LB0496'FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE
 LB0496'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB0496
 LB0496                          STATION RECOVERY (2002)
 LB0496
 LB0496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0496'THIS IS LOOKS GONE DUE TO THE FENCE COMING DOWN AND THE FARMER MOVING
 LB0496'HIS WORKING FIELD MUCH CLOSER TO THE ROAD. THE LOCATION OF THE MARKER
 LB0496'IS NOW ABOUT 2 TO 3 FEET SOUTH INTO THE FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0356 ***********************************************************************
 LB0356  DESIGNATION -  Q 211
 LB0356  PID         -  LB0356
 LB0356  STATE/COUNTY-  IN/TIPTON
 LB0356  COUNTRY     -  US
 LB0356  USGS QUAD   -  KEMPTON (2019)
 LB0356
 LB0356                         *CURRENT SURVEY CONTROL
 LB0356  ______________________________________________________________________
 LB0356* NAD 83(1986) POSITION- 40 20 05.     (N) 086 07 37.     (W)   SCALED
 LB0356* NAVD 88 ORTHO HEIGHT -   273.458 (meters)      897.17  (feet) ADJUSTED
 LB0356  ______________________________________________________________________
 LB0356  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LB0356  DYNAMIC HEIGHT  -        273.311 (meters)      896.69  (feet) COMP
 LB0356  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 LB0356
 LB0356  VERT ORDER      -  SECOND    CLASS 0
 LB0356
 LB0356.The horizontal coordinates were scaled from a map and have
 LB0356.an estimated accuracy of +/- 6 seconds.
 LB0356
 LB0356.The orthometric height was determined by differential leveling and
 LB0356.adjusted by the NATIONAL GEODETIC SURVEY
 LB0356.in June 1991.
 LB0356
 LB0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0356.GEOID18 height accuracy estimate available here.
 LB0356
 LB0356.Click photographs - Photos may exist for this station.
 LB0356
 LB0356.The dynamic height is computed by dividing the NAVD 88
 LB0356.geopotential number by the normal gravity value computed on the
 LB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0356.degrees latitude (g = 980.6199 gals.).
 LB0356
 LB0356.The modeled gravity was interpolated from observed gravity values.
 LB0356
 LB0356;                    North         East    Units  Estimated Accuracy
 LB0356;SPC IN E     -   564,790.       60,890.      MT  (+/- 180 meters Scaled)
 LB0356
 LB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741652(NAD 83)
 LB0356
 LB0356                          SUPERSEDED SURVEY CONTROL
 LB0356
 LB0356  NGVD 29 (??/??/92)  273.57   (m)          897.5    (f) COMPUTED    2 0
 LB0356
 LB0356.Superseded values are not recommended for survey control.
 LB0356
 LB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0356.See file dsdata.pdf to determine how the superseded data were derived.
 LB0356
 LB0356_MARKER: DB = BENCH MARK DISK
 LB0356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0356_SP_SET: CULVERT HEADWALL
 LB0356_STAMPING: Q 211 1946
 LB0356_MARK LOGO: CGS
 LB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0356+STABILITY: SURFACE MOTION
 LB0356
 LB0356  HISTORY     - Date     Condition        Report By
 LB0356  HISTORY     - 1946     MONUMENTED       CGS
 LB0356
 LB0356                          STATION DESCRIPTION
 LB0356
 LB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0356'10.7 MI S FROM KOKOMO.
 LB0356'ABOUT 10.7 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY
 LB0356'BUILDING AT KOKOMO, ABOUT 8.1 MILES NORTH OF THE EAST UNION
 LB0356'CHRISTIAN CHURCH AT EAST UNION, ABOUT 1.15 MILES NORTH OF THE
 LB0356'HOPEWELL METHODIST CHURCH AND A CROSS ROAD, ABOUT 0.15 MILE
 LB0356'NORTH OF A CROSS ROAD, SET IN THE TOP OF THE SOUTH END OF THE
 LB0356'WEST HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 15 FEET WEST OF AND
 LB0356'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0358 ***********************************************************************
 LB0358  DESIGNATION -  Q 211 RESET
 LB0358  PID         -  LB0358
 LB0358  STATE/COUNTY-  IN/TIPTON
 LB0358  COUNTRY     -  US
 LB0358  USGS QUAD   -  KEMPTON (2019)
 LB0358
 LB0358                         *CURRENT SURVEY CONTROL
 LB0358  ______________________________________________________________________
 LB0358* NAD 83(1986) POSITION- 40 20 05.     (N) 086 07 37.     (W)   SCALED
 LB0358* NAVD 88 ORTHO HEIGHT -   273.54  (meters)      897.4   (feet) RESET
 LB0358  ______________________________________________________________________
 LB0358  GEOID HEIGHT    -        -34.393 (meters)                     GEOID18
 LB0358  VERT ORDER      -  THIRD
 LB0358
 LB0358.The horizontal coordinates were scaled from a map and have
 LB0358.an estimated accuracy of +/- 6 seconds.
 LB0358
 LB0358.The orthometric height was computed from unverified reset data.
 LB0358
 LB0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0358.GEOID18 height accuracy estimate available here.
 LB0358
 LB0358.Click photographs - Photos may exist for this station.
 LB0358
 LB0358;                    North         East    Units  Estimated Accuracy
 LB0358;SPC IN E     -   564,790.       60,890.      MT  (+/- 180 meters Scaled)
 LB0358
 LB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741652(NAD 83)
 LB0358
 LB0358                          SUPERSEDED SURVEY CONTROL
 LB0358
 LB0358.No superseded survey control is available for this station.
 LB0358
 LB0358_MARKER: DB = BENCH MARK DISK
 LB0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0358_SP_SET: CULVERT WINGWALL
 LB0358_STAMPING: Q 211 RESET 1960
 LB0358_MARK LOGO: CGS
 LB0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0358+STABILITY: SURFACE MOTION
 LB0358
 LB0358  HISTORY     - Date     Condition        Report By
 LB0358  HISTORY     - 1960     MONUMENTED       INHD
 LB0358
 LB0358                          STATION DESCRIPTION
 LB0358
 LB0358'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 LB0358'10.7 MI S FROM KOKOMO.
 LB0358'THIS MARK IS LOCATED IN TIPTON COUNTY, 10.7 MILES SOUTH ALONG
 LB0358'U.S. HIGHWAY 31 FROM THE CITY BUILDING AT KOKOMO, HOWARD COUNTY,
 LB0358'8.1 MILES NORTH OF THE EAST UNION CHRISTIAN CHURCH AT EAST UNION,
 LB0358'1.2 MILES NORTH OF THE HOPEWELL METHODIST CHURCH AND A ROAD
 LB0358'INTERSECTION, 0.2 MILE NORTH OF A CROSS ROAD, IN THE TOP OF THE
 LB0358'SOUTHWEST WINGWALL OF A CULVERT AND 33 FEET WEST OF THE CENTERLINE
 LB0358'OF THE SOUTHBOUND LANE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1821 ***********************************************************************
 LA1821  DESIGNATION -  Q 212
 LA1821  PID         -  LA1821
 LA1821  STATE/COUNTY-  IN/WABASH
 LA1821  COUNTRY     -  US
 LA1821  USGS QUAD   -  LA FONTAINE (2019)
 LA1821
 LA1821                         *CURRENT SURVEY CONTROL
 LA1821  ______________________________________________________________________
 LA1821* NAD 83(1986) POSITION- 40 44 22.     (N) 085 44 06.     (W)   SCALED
 LA1821* NAVD 88 ORTHO HEIGHT -   262.363 (meters)      860.77  (feet) ADJUSTED
 LA1821  ______________________________________________________________________
 LA1821  GEOID HEIGHT    -        -34.271 (meters)                     GEOID18
 LA1821  DYNAMIC HEIGHT  -        262.236 (meters)      860.35  (feet) COMP
 LA1821  MODELED GRAVITY -    980,134.7   (mgal)                       NAVD 88
 LA1821
 LA1821  VERT ORDER      -  SECOND    CLASS 0
 LA1821
 LA1821.The horizontal coordinates were scaled from a map and have
 LA1821.an estimated accuracy of +/- 6 seconds.
 LA1821
 LA1821.The orthometric height was determined by differential leveling and
 LA1821.adjusted by the NATIONAL GEODETIC SURVEY
 LA1821.in June 1991.
 LA1821
 LA1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1821.GEOID18 height accuracy estimate available here.
 LA1821
 LA1821.Click photographs - Photos may exist for this station.
 LA1821
 LA1821.The dynamic height is computed by dividing the NAVD 88
 LA1821.geopotential number by the normal gravity value computed on the
 LA1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1821.degrees latitude (g = 980.6199 gals.).
 LA1821
 LA1821.The modeled gravity was interpolated from observed gravity values.
 LA1821
 LA1821;                    North         East    Units  Estimated Accuracy
 LA1821;SPC IN E     -   609,630.       94,230.      MT  (+/- 180 meters Scaled)
 LA1821
 LA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL068106(NAD 83)
 LA1821
 LA1821                          SUPERSEDED SURVEY CONTROL
 LA1821
 LA1821  NGVD 29 (??/??/92)  262.486  (m)          861.17   (f) ADJ UNCH    2 0
 LA1821
 LA1821.Superseded values are not recommended for survey control.
 LA1821
 LA1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1821.See file dsdata.pdf to determine how the superseded data were derived.
 LA1821
 LA1821_MARKER: DB = BENCH MARK DISK
 LA1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1821_STAMPING: Q 212 1947
 LA1821_MARK LOGO: CGS
 LA1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1821+STABILITY: SURFACE MOTION
 LA1821
 LA1821  HISTORY     - Date     Condition        Report By
 LA1821  HISTORY     - 1947     MONUMENTED       CGS
 LA1821
 LA1821                          STATION DESCRIPTION
 LA1821
 LA1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1821'6.8 MI SE FROM WABASH.
 LA1821'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRST
 LA1821'NATIONAL BANK BUILDING AT WABASH, THENCE ABOUT 0.9 MILE EAST ALONG
 LA1821'STATE HIGHWAY 124, AT A GRAVEL CROSS ROAD, 27 FEET WEST OF THE
 LA1821'CENTER LINE OF THE CROSS ROAD, 36 FEET NORTH OF THE CENTER LINE
 LA1821'OF THE HIGHWAY, 8 FEET SOUTHWEST OF A FENCE CORNER, 3.5 FEET
 LA1821'SOUTH OF THE FENCE LINE, 6.5 FEET SOUTHWEST OF A POWER POLE,
 LA1821'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1821'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0984 ***********************************************************************
 LA0984  DESIGNATION -  Q 213
 LA0984  PID         -  LA0984
 LA0984  STATE/COUNTY-  IN/WELLS
 LA0984  COUNTRY     -  US
 LA0984  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0984
 LA0984                         *CURRENT SURVEY CONTROL
 LA0984  ______________________________________________________________________
 LA0984* NAD 83(2011) POSITION- 40 44 30.88076(N) 085 16 45.64088(W)   ADJUSTED
 LA0984* NAD 83(2011) ELLIP HT-   219.880 (meters)        (06/27/12)   ADJUSTED
 LA0984* NAD 83(2011) EPOCH   -  2010.00
 LA0984* NAVD 88 ORTHO HEIGHT -   253.824 (meters)      832.75  (feet) ADJUSTED
 LA0984  ______________________________________________________________________
 LA0984  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LA0984  NAD 83(2011) X  -    398,281.180 (meters)                     COMP
 LA0984  NAD 83(2011) Y  - -4,823,095.534 (meters)                     COMP
 LA0984  NAD 83(2011) Z  -  4,140,893.613 (meters)                     COMP
 LA0984  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 LA0984  DYNAMIC HEIGHT  -        253.701 (meters)      832.35  (feet) COMP
 LA0984  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 LA0984
 LA0984  VERT ORDER      -  SECOND    CLASS 0
 LA0984
 LA0984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0984  Standards:
 LA0984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0984  -------------------------------------------------------------------
 LA0984  NETWORK    0.85   2.39           0.40   0.27   1.22      0.01364209
 LA0984  -------------------------------------------------------------------
 LA0984  Click here for local accuracies and other accuracy information.
 LA0984
 LA0984.The horizontal coordinates were established by GPS observations
 LA0984.and adjusted by the National Geodetic Survey in June 2012.
 LA0984
 LA0984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0984.been affixed to the stable North American tectonic plate. See 
 LA0984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0984
 LA0984.The horizontal coordinates are valid at the epoch date displayed above
 LA0984.which is a decimal equivalence of Year/Month/Day.
 LA0984
 LA0984.The orthometric height was determined by differential leveling and
 LA0984.adjusted by the NATIONAL GEODETIC SURVEY
 LA0984.in June 1991.
 LA0984
 LA0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0984.GEOID18 height accuracy estimate available here.
 LA0984
 LA0984.Click photographs - Photos may exist for this station.
 LA0984
 LA0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0984
 LA0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0984
 LA0984.The ellipsoidal height was determined by GPS observations
 LA0984.and is referenced to NAD 83.
 LA0984
 LA0984.The dynamic height is computed by dividing the NAVD 88
 LA0984.geopotential number by the normal gravity value computed on the
 LA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0984.degrees latitude (g = 980.6199 gals.).
 LA0984
 LA0984.The modeled gravity was interpolated from observed gravity values.
 LA0984
 LA0984. The following values were computed from the NAD 83(2011) position.
 LA0984
 LA0984;                    North         East     Units Scale Factor Converg.
 LA0984;SPC IN E     -   609,970.204   132,713.135   MT  0.99997983   +0 15 10.0
 LA0984;SPC IN E     - 2,001,210.58    435,409.68   sFT  0.99997983   +0 15 10.0
 LA0984;UTM  16      - 4,511,531.341   645,276.022   MT  0.99985978   +1 07 23.5
 LA0984
 LA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0984!SPC IN E     -   0.99996551  x   0.99997983  =   0.99994534
 LA0984!UTM  16      -   0.99996551  x   0.99985978  =   0.99982529
 LA0984
 LA0984:                Primary Azimuth Mark                     Grid Az
 LA0984:SPC IN E     -  Q 213 AZ MK                              181 30 26.0
 LA0984:UTM  16      -  Q 213 AZ MK                              180 38 12.5
 LA0984
 LA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4527611531(NAD 83)
 LA0984
 LA0984|---------------------------------------------------------------------|
 LA0984| PID    Reference Object                     Distance      Geod. Az  |
 LA0984|                                                           dddmmss.s |
 LA0984| CC7805 Q 213 RM 1                           25.528 METERS 08849     |
 LA0984| CC7804 Q 213 AZ MK                                        1814536.0 |
 LA0984| CC7806 Q 213 RM 2                           29.179 METERS 20105     |
 LA0984|---------------------------------------------------------------------|
 LA0984
 LA0984                          SUPERSEDED SURVEY CONTROL
 LA0984
 LA0984  NAD 83(2007)-  40 44 30.88086(N)    085 16 45.64174(W) AD(2002.00) 0
 LA0984  ELLIP H (02/10/07)  219.900  (m)                       GP(2002.00)    
 LA0984  NAD 83(1995)-  40 44 30.88108(N)    085 16 45.65159(W) AD(       ) 2
 LA0984  NAD 83(1997)-  40 44 30.88089(N)    085 16 45.64137(W) AD(       ) B
 LA0984  ELLIP H (03/12/98)  219.926  (m)                       GP(       ) 1 2
 LA0984  NAD 83(1986)-  40 44 30.88312(N)    085 16 45.65901(W) AD(       ) 2
 LA0984  NAD 27      -  40 44 30.71390(N)    085 16 45.76330(W) AD(       ) 2
 LA0984  NAVD 88             253.82   (m)          832.7    (f) LEVELING    3  
 LA0984  NGVD 29 (??/??/92)  253.961  (m)          833.20   (f) ADJ UNCH    2 0
 LA0984  NGVD 29             253.96   (m)          833.2    (f) LEVELING    3  
 LA0984
 LA0984.Superseded values are not recommended for survey control.
 LA0984
 LA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0984.See file dsdata.pdf to determine how the superseded data were derived.
 LA0984
 LA0984_MARKER: DB = BENCH MARK DISK
 LA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0984_STAMPING: Q 213 1947
 LA0984_MARK LOGO: CGS
 LA0984_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0984+STABILITY: SURFACE MOTION
 LA0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0984+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2011
 LA0984
 LA0984  HISTORY     - Date     Condition        Report By
 LA0984  HISTORY     - 1947     MONUMENTED       CGS
 LA0984  HISTORY     - 1955     GOOD             CGS
 LA0984  HISTORY     - 19980726 GOOD             WOOLPT
 LA0984  HISTORY     - 20110319 GOOD             INDIV
 LA0984
 LA0984                          STATION DESCRIPTION
 LA0984
 LA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0984'6 MI W FROM BLUFFTON.
 LA0984'ABOUT 5.95 MILES WEST ALONG STATE HIGHWAY 124 FROM THE COURT HOUSE
 LA0984'AT BLUFFTON, ABOUT 5.95 MILES EAST OF THE CHRISTIAN CHURCH AT PLUM
 LA0984'TREE, HUNTINGTON COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 303,
 LA0984'95 FEET EAST OF THE CENTER LINE OF HIGHWAY 303, 40 FEET SOUTH
 LA0984'OF THE CENTER LINE OF HIGHWAY 124, 14 FEET EAST OF A FENCE CORNER,
 LA0984'1 FOOT NORTH OF THE FENCE LINE, 1.3 FEET WEST OF A WHITE WOODEN
 LA0984'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF
 LA0984'A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- IN MAY 1955, IT WAS
 LA0984'REPORTED THAT THIS MARK WAS ESTABLISHED AS A TRIANGULATION STATION.
 LA0984
 LA0984                          STATION RECOVERY (1955)
 LA0984
 LA0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0984'THE STATION IS ABOUT 5 MILES WEST OF THE TOWN OF BLUFFTON AND 3 MILES
 LA0984'NORTH OF LIBERTY CENTER.  IT IS 109 FEET SOUTHEAST OF THE INTERSECTION
 LA0984'OF STATE HIGHWAYS 124 AND 303, 13 FEET EAST OF A FENCE CORNER AND 1
 LA0984'FOOT NORTH OF A FENCE.
 LA0984'
 LA0984'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 303
 LA0984'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LA0984'
 LA0984'THE STATION MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 12
 LA0984'INCH X 12 INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 LA0984'STAMPED Q 213 1947.
 LA0984'
 LA0984'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE CENTER OF HIGHWAY 124 AND 4
 LA0984'FEET NORTH OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LA0984'STAMPED BENCH MARK Q 213 NO 1 1947.
 LA0984'
 LA0984'REFERENCE MARK 2 IS 48 FEET EAST OF THE CENTER OF HIGHWAY 303 AND 21
 LA0984'FEET WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LA0984'STAMPED BENCH MARK Q 213 NO 2 1947.
 LA0984'
 LA0984'THE AZIMUTH MARK IS 39 FEET WEST OF HIGHWAY 303, 2 FEET NORTHWEST OF A
 LA0984'POWERLINE POLE AND 2 FEET SOUTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS
 LA0984'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BENCH MARK Q
 LA0984'213 1947.
 LA0984'
 LA0984'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA0984
 LA0984                          STATION RECOVERY (1998)
 LA0984
 LA0984'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 LA0984'DESCRIBED BY WOOLPERT LLP 1998 (GTF) .  THE STATION IS 6 MI (9.7 KM)
 LA0984'WEST OF BLUFFTON, 3 MI (4.8 KM) NORTH OF LIBERTY CENTER, ON PROPERTY
 LA0984'OF MR.  PLATT, HOUSE NUMBER 2958, STATE ROUTE 124.  TO REACH THE
 LA0984'STATION FROM THE INTERSECTION OF STATE ROUTE 3 AND STATE ROUTE 124,
 LA0984'ONE MILE WEST OF PLUM TREE, PROCEED 5.0 MI (8.0 KM) ALONG STATE ROUTE
 LA0984'124 TO COUNTY ROAD 300 WEST, AND PROCEED APPROXIMATELY 100 FT (30.5 M)
 LA0984'ALONG STATE ROUTE 124 TO THE STATION ON THE RIGHT.  THE STATION IS
 LA0984'LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE ROUTE
 LA0984'124 AND COUNTY ROAD 300 WEST.  THE STATION IS A TRIANGULATION STATION
 LA0984'DISK STAMPED--Q 213 1947-- SET IN A ROUND CONCRETE MONUMENT PROJECTING
 LA0984'.15 M (0.49 FT) ABOVE THE GROUND.  THE STATION IS 29.0 M (95.1 FT)
 LA0984'EAST OF THE CENTERLINE OF COUNTY ROAD 300 WEST, 12.2 M (40.0 FT) SOUTH
 LA0984'OF THE CENTERLINE OF STATE ROUTE 124, AND 12.6 M (41.3 FT) NORTHEAST
 LA0984'OF A WHITE WELLS COUNTY WITNESS POST.
 LA0984
 LA0984                          STATION RECOVERY (2011)
 LA0984
 LA0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RF)
 LA0984'MONUMENT WAS GPS OBSERVED FOR NSPS SURVEYING AMERICA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0916 ***********************************************************************
 LA0916  DESIGNATION -  Q 214
 LA0916  PID         -  LA0916
 LA0916  STATE/COUNTY-  IN/WELLS
 LA0916  COUNTRY     -  US
 LA0916  USGS QUAD   -  MONTPELIER (2019)
 LA0916
 LA0916                         *CURRENT SURVEY CONTROL
 LA0916  ______________________________________________________________________
 LA0916* NAD 83(1986) POSITION- 40 35 45.49   (N) 085 22 18.96   (W)   HD_HELD1
 LA0916* NAVD 88 ORTHO HEIGHT -   259.387 (meters)      851.01  (feet) ADJUSTED
 LA0916  ______________________________________________________________________
 LA0916  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 LA0916  DYNAMIC HEIGHT  -        259.256 (meters)      850.58  (feet) COMP
 LA0916  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 LA0916
 LA0916  VERT ORDER      -  SECOND    CLASS 0
 LA0916
 LA0916.The horizontal coordinates were determined by differentially corrected
 LA0916.hand held GPS observations or other comparable positioning techniques
 LA0916.and have an estimated accuracy of +/- 3 meters.
 LA0916
 LA0916.The orthometric height was determined by differential leveling and
 LA0916.adjusted by the NATIONAL GEODETIC SURVEY
 LA0916.in June 1991.
 LA0916
 LA0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0916.GEOID18 height accuracy estimate available here.
 LA0916
 LA0916.Click photographs - Photos may exist for this station.
 LA0916
 LA0916.The dynamic height is computed by dividing the NAVD 88
 LA0916.geopotential number by the normal gravity value computed on the
 LA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0916.degrees latitude (g = 980.6199 gals.).
 LA0916
 LA0916.The modeled gravity was interpolated from observed gravity values.
 LA0916
 LA0916;                    North         East    Units  Estimated Accuracy
 LA0916;SPC IN E     -   593,733.8     124,947.4     MT  (+/- 3 meters HH1 GPS) 
 LA0916
 LA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3775895181(NAD 83)
 LA0916
 LA0916                          SUPERSEDED SURVEY CONTROL
 LA0916
 LA0916  NGVD 29 (??/??/92)  259.521  (m)          851.45   (f) ADJ UNCH    2 0
 LA0916
 LA0916.Superseded values are not recommended for survey control.
 LA0916
 LA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0916.See file dsdata.pdf to determine how the superseded data were derived.
 LA0916
 LA0916_MARKER: DB = BENCH MARK DISK
 LA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0916_STAMPING: Q 214 1947
 LA0916_MARK LOGO: CGS
 LA0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0916+STABILITY: SURFACE MOTION
 LA0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0916+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2011
 LA0916
 LA0916  HISTORY     - Date     Condition        Report By
 LA0916  HISTORY     - 1947     MONUMENTED       CGS
 LA0916  HISTORY     - 1968     GOOD             CGS
 LA0916  HISTORY     - 20111209 GOOD             FOXCON
 LA0916
 LA0916                          STATION DESCRIPTION
 LA0916
 LA0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0916'9.8 MI N FROM HARTFORD CITY.
 LA0916'ABOUT 9.75 MILES NORTH ALONG S.R. 3 FROM CITY SCHOOL AT HARTFORD
 LA0916'CITY, ABOUT 1.0 MILES NORTH OF ASHBUR METHODIST CHURCH AND
 LA0916'CEMETERY, AT GRAVEL RD. CROSSING, 35 FT WEST OF C/L OF HIGHWAY,
 LA0916'42 FT SOUTH OF C/L OF CROSSROAD, 25 FT NORTHWEST OF THE CENTER
 LA0916'OF THE WEST CONCRETE HEADWALL OF 15 IN PIPE CULVERT UNDER
 LA0916'HIGHWAY.  1 FT EAST OF FENCE LINE, 5 FT SOUTH OF R/W MARKER,
 LA0916'1.5 FT NORTH OF WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0916'HIGHWAY AND SET IN TOP OF CONCRETE POST PROJECTING 5 IN.
 LA0916
 LA0916                          STATION RECOVERY (2011)
 LA0916
 LA0916'RECOVERY NOTE BY FOX CONTRACTORS 2011 (DCW)
 LA0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0930 ***********************************************************************
 LA0930  DESIGNATION -  Q 215
 LA0930  PID         -  LA0930
 LA0930  STATE/COUNTY-  IN/BLACKFORD
 LA0930  COUNTRY     -  US
 LA0930  USGS QUAD   -  PETROLEUM (2019)
 LA0930
 LA0930                         *CURRENT SURVEY CONTROL
 LA0930  ______________________________________________________________________
 LA0930* NAD 83(1986) POSITION- 40 33 08.     (N) 085 14 23.     (W)   SCALED
 LA0930* NAVD 88 ORTHO HEIGHT -   264.080 (meters)      866.40  (feet) ADJUSTED
 LA0930  ______________________________________________________________________
 LA0930  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 LA0930  DYNAMIC HEIGHT  -        263.947 (meters)      865.97  (feet) COMP
 LA0930  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 LA0930
 LA0930  VERT ORDER      -  SECOND    CLASS 0
 LA0930
 LA0930.The horizontal coordinates were scaled from a map and have
 LA0930.an estimated accuracy of +/- 6 seconds.
 LA0930
 LA0930.The orthometric height was determined by differential leveling and
 LA0930.adjusted by the NATIONAL GEODETIC SURVEY
 LA0930.in June 1991.
 LA0930
 LA0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0930.GEOID18 height accuracy estimate available here.
 LA0930
 LA0930.Click photographs - Photos may exist for this station.
 LA0930
 LA0930.The dynamic height is computed by dividing the NAVD 88
 LA0930.geopotential number by the normal gravity value computed on the
 LA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0930.degrees latitude (g = 980.6199 gals.).
 LA0930
 LA0930.The modeled gravity was interpolated from observed gravity values.
 LA0930
 LA0930;                    North         East    Units  Estimated Accuracy
 LA0930;SPC IN E     -   588,920.      136,160.      MT  (+/- 180 meters Scaled)
 LA0930
 LA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK490905(NAD 83)
 LA0930
 LA0930                          SUPERSEDED SURVEY CONTROL
 LA0930
 LA0930  NGVD 29 (??/??/92)  264.216  (m)          866.85   (f) ADJ UNCH    2 0
 LA0930
 LA0930.Superseded values are not recommended for survey control.
 LA0930
 LA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0930.See file dsdata.pdf to determine how the superseded data were derived.
 LA0930
 LA0930_MARKER: DB = BENCH MARK DISK
 LA0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0930_STAMPING: Q 215 1947
 LA0930_MARK LOGO: CGS
 LA0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0930+STABILITY: SURFACE MOTION
 LA0930
 LA0930  HISTORY     - Date     Condition        Report By
 LA0930  HISTORY     - 1947     MONUMENTED       CGS
 LA0930
 LA0930                          STATION DESCRIPTION
 LA0930
 LA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0930'2 MI E FROM MONTPELIER.
 LA0930'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LA0930'AT MONTPELIER, ABOUT 1.15 MILES EAST OF THE BRIDGE OVER
 LA0930'SALAMONIE RIVER, AT THE JUNCTION OF A GRAVEL ROAD NORTH AND A
 LA0930'BLACK TOP ROAD SOUTHEAST, 23 FEET NORTHEAST OF THE CENTER LINE
 LA0930'OF THE BLACK TOP ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE
 LA0930'HIGHWAY, ABOUT 4 FEET WEST OF THE PROLONGED CENTER LINE OF THE
 LA0930'ROAD SOUTH, 8 FEET SOUTHEAST OF POWER POLE NO. BL 683, 4.5 FEET
 LA0930'EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE FENCE LINE, 1
 LA0930'FOOT WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 LA0930'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA0930'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0951 ***********************************************************************
 LA0951  DESIGNATION -  Q 216
 LA0951  PID         -  LA0951
 LA0951  STATE/COUNTY-  IN/WELLS
 LA0951  COUNTRY     -  US
 LA0951  USGS QUAD   -  BLUFFTON (2019)
 LA0951
 LA0951                         *CURRENT SURVEY CONTROL
 LA0951  ______________________________________________________________________
 LA0951* NAD 83(1986) POSITION- 40 39 16.     (N) 085 10 59.     (W)   SCALED
 LA0951* NAVD 88 ORTHO HEIGHT -   259.926 (meters)      852.77  (feet) ADJUSTED
 LA0951  ______________________________________________________________________
 LA0951  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 LA0951  DYNAMIC HEIGHT  -        259.799 (meters)      852.36  (feet) COMP
 LA0951  MODELED GRAVITY -    980,129.4   (mgal)                       NAVD 88
 LA0951
 LA0951  VERT ORDER      -  SECOND    CLASS 0
 LA0951
 LA0951.The horizontal coordinates were scaled from a map and have
 LA0951.an estimated accuracy of +/- 6 seconds.
 LA0951
 LA0951.The orthometric height was determined by differential leveling and
 LA0951.adjusted by the NATIONAL GEODETIC SURVEY
 LA0951.in June 1991.
 LA0951
 LA0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0951.GEOID18 height accuracy estimate available here.
 LA0951
 LA0951.Click photographs - Photos may exist for this station.
 LA0951
 LA0951.The dynamic height is computed by dividing the NAVD 88
 LA0951.geopotential number by the normal gravity value computed on the
 LA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0951.degrees latitude (g = 980.6199 gals.).
 LA0951
 LA0951.The modeled gravity was interpolated from observed gravity values.
 LA0951
 LA0951;                    North         East    Units  Estimated Accuracy
 LA0951;SPC IN E     -   600,300.      140,900.      MT  (+/- 180 meters Scaled)
 LA0951
 LA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL536019(NAD 83)
 LA0951
 LA0951                          SUPERSEDED SURVEY CONTROL
 LA0951
 LA0951  NGVD 29 (??/??/92)  260.064  (m)          853.23   (f) ADJ UNCH    2 0
 LA0951
 LA0951.Superseded values are not recommended for survey control.
 LA0951
 LA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0951.See file dsdata.pdf to determine how the superseded data were derived.
 LA0951
 LA0951_MARKER: DB = BENCH MARK DISK
 LA0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0951_STAMPING: Q 216 1947
 LA0951_MARK LOGO: CGS
 LA0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0951+STABILITY: SURFACE MOTION
 LA0951
 LA0951  HISTORY     - Date     Condition        Report By
 LA0951  HISTORY     - 1947     MONUMENTED       CGS
 LA0951  HISTORY     - 1968     GOOD             CGS
 LA0951
 LA0951                          STATION DESCRIPTION
 LA0951
 LA0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0951'1.7 MI W FROM REIFFSBURG.
 LA0951'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 118 FROM THE M.E.
 LA0951'CHURCH AT REIFFSBURG, ABOUT 2.25 MILES EAST OF THE CROSSING OF
 LA0951'THE NORFOLK AND WESTERN RAILROAD AT PONETO, AT THE JUNCTION OF
 LA0951'A ROAD SOUTH, ABOUT 50 YARDS EAST OF THE JUNCTION OF A ROAD
 LA0951'NORTH, 27 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 39
 LA0951'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST
 LA0951'OF THE NORTH ONE OF TWO 24-INCH TREES IN THE EAST LINE OF THE
 LA0951'SIDE ROAD, 10 FEET EAST OF A FENCE CORNER POST, 1 FOOT NORTH
 LA0951'OF THE FENCE LINE, 1 FOOT EAST OF A STEEL WITNESS POST, ABOUT
 LA0951'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA0951'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1230 ***********************************************************************
 LA1230  DESIGNATION -  Q 217
 LA1230  PID         -  LA1230
 LA1230  STATE/COUNTY-  IN/DELAWARE
 LA1230  COUNTRY     -  US
 LA1230  USGS QUAD   -  WHEELING (2019)
 LA1230
 LA1230                         *CURRENT SURVEY CONTROL
 LA1230  ______________________________________________________________________
 LA1230* NAD 83(1986) POSITION- 40 18 22.     (N) 085 27 12.     (W)   SCALED
 LA1230* NAVD 88 ORTHO HEIGHT -   274.536 (meters)      900.71  (feet) ADJUSTED
 LA1230  ______________________________________________________________________
 LA1230  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 LA1230  DYNAMIC HEIGHT  -        274.393 (meters)      900.24  (feet) COMP
 LA1230  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 LA1230
 LA1230  VERT ORDER      -  SECOND    CLASS 0
 LA1230
 LA1230.The horizontal coordinates were scaled from a map and have
 LA1230.an estimated accuracy of +/- 6 seconds.
 LA1230
 LA1230.The orthometric height was determined by differential leveling and
 LA1230.adjusted by the NATIONAL GEODETIC SURVEY
 LA1230.in June 1991.
 LA1230
 LA1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1230.GEOID18 height accuracy estimate available here.
 LA1230
 LA1230.Click photographs - Photos may exist for this station.
 LA1230
 LA1230.The dynamic height is computed by dividing the NAVD 88
 LA1230.geopotential number by the normal gravity value computed on the
 LA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1230.degrees latitude (g = 980.6199 gals.).
 LA1230
 LA1230.The modeled gravity was interpolated from observed gravity values.
 LA1230
 LA1230;                    North         East    Units  Estimated Accuracy
 LA1230;SPC IN E     -   561,530.      118,140.      MT  (+/- 180 meters Scaled)
 LA1230
 LA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK314628(NAD 83)
 LA1230
 LA1230                          SUPERSEDED SURVEY CONTROL
 LA1230
 LA1230  NGVD 29 (??/??/92)  274.673  (m)          901.16   (f) ADJ UNCH    2 0
 LA1230
 LA1230.Superseded values are not recommended for survey control.
 LA1230
 LA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1230.See file dsdata.pdf to determine how the superseded data were derived.
 LA1230
 LA1230_MARKER: DB = BENCH MARK DISK
 LA1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1230_STAMPING: Q 217 1947
 LA1230_MARK LOGO: CGS
 LA1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1230+STABILITY: SURFACE MOTION
 LA1230
 LA1230  HISTORY     - Date     Condition        Report By
 LA1230  HISTORY     - 1947     MONUMENTED       CGS
 LA1230
 LA1230                          STATION DESCRIPTION
 LA1230
 LA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1230'8.4 MI N FROM MUNCIE.
 LA1230'ABOUT 8.45 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1230'HOUSE AT MUNCIE, AT THE T JUNCTION OF A GRAVEL ROAD LEADING EAST,
 LA1230'26.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.5 FEET
 LA1230'SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 4.5 FEET SOUTH OF A
 LA1230'FENCE CORNER, 8.5 FEET NORTHEAST OF TELEPHONE POLE NO. 352,
 LA1230'1 FOOT WEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA1230'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA1230'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 1.05
 LA1230'MILES SOUTH OF THE CROSSROADS AT STOCKPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1514 ***********************************************************************
 LA1514  DESIGNATION -  Q 218
 LA1514  PID         -  LA1514
 LA1514  STATE/COUNTY-  IN/DELAWARE
 LA1514  COUNTRY     -  US
 LA1514  USGS QUAD   -  GILMAN (2019)
 LA1514
 LA1514                         *CURRENT SURVEY CONTROL
 LA1514  ______________________________________________________________________
 LA1514* NAD 83(1986) POSITION- 40 08 58.     (N) 085 34 32.     (W)   SCALED
 LA1514* NAVD 88 ORTHO HEIGHT -   277.616 (meters)      910.81  (feet) ADJUSTED
 LA1514  ______________________________________________________________________
 LA1514  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 LA1514  DYNAMIC HEIGHT  -        277.469 (meters)      910.33  (feet) COMP
 LA1514  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LA1514
 LA1514  VERT ORDER      -  SECOND    CLASS 0
 LA1514
 LA1514.The horizontal coordinates were scaled from a map and have
 LA1514.an estimated accuracy of +/- 6 seconds.
 LA1514
 LA1514.The orthometric height was determined by differential leveling and
 LA1514.adjusted by the NATIONAL GEODETIC SURVEY
 LA1514.in June 1991.
 LA1514
 LA1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1514.GEOID18 height accuracy estimate available here.
 LA1514
 LA1514.Click photographs - Photos may exist for this station.
 LA1514
 LA1514.The dynamic height is computed by dividing the NAVD 88
 LA1514.geopotential number by the normal gravity value computed on the
 LA1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1514.degrees latitude (g = 980.6199 gals.).
 LA1514
 LA1514.The modeled gravity was interpolated from observed gravity values.
 LA1514
 LA1514;                    North         East    Units  Estimated Accuracy
 LA1514;SPC IN E     -   544,120.      107,760.      MT  (+/- 180 meters Scaled)
 LA1514
 LA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK213453(NAD 83)
 LA1514
 LA1514                          SUPERSEDED SURVEY CONTROL
 LA1514
 LA1514  NGVD 29 (??/??/92)  277.755  (m)          911.27   (f) ADJ UNCH    2 0
 LA1514
 LA1514.Superseded values are not recommended for survey control.
 LA1514
 LA1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1514.See file dsdata.pdf to determine how the superseded data were derived.
 LA1514
 LA1514_MARKER: DB = BENCH MARK DISK
 LA1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1514_STAMPING: Q 218 1947
 LA1514_MARK LOGO: CGS
 LA1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1514+STABILITY: SURFACE MOTION
 LA1514
 LA1514  HISTORY     - Date     Condition        Report By
 LA1514  HISTORY     - 1947     MONUMENTED       CGS
 LA1514
 LA1514                          STATION DESCRIPTION
 LA1514
 LA1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1514'3.6 MI NE FROM CHESTERFIELD.
 LA1514'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GRAMMAR
 LA1514'SCHOOL AT CHESTERFIELD, THENCE ABOUT 2.35 MILES NORTH ALONG THE
 LA1514'DELAWARE-MADISON COUNTY LINE ROAD, AT AN EAST-WEST GRAVEL CROSS
 LA1514'ROAD, 64 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD,
 LA1514'15 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 29.5 FEET
 LA1514'WEST OF AN 18-INCH ELM TREE, 50 FEET EAST OF A TELEPHONE POLE,
 LA1514'55 FEET EAST-SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE
 LA1514'HEAD WALL OF A 12-INCH PIPE CULVERT UNDER THE COUNTY LINE ROAD,
 LA1514'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 LA1514'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1175 ***********************************************************************
 LA1175  DESIGNATION -  Q 219
 LA1175  PID         -  LA1175
 LA1175  STATE/COUNTY-  IN/DELAWARE
 LA1175  COUNTRY     -  US
 LA1175  USGS QUAD   -  EATON (2019)
 LA1175
 LA1175                         *CURRENT SURVEY CONTROL
 LA1175  ______________________________________________________________________
 LA1175* NAD 83(1986) POSITION- 40 16 08.     (N) 085 15 56.     (W)   SCALED
 LA1175* NAVD 88 ORTHO HEIGHT -   288.243 (meters)      945.68  (feet) ADJUSTED
 LA1175  ______________________________________________________________________
 LA1175  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 LA1175  DYNAMIC HEIGHT  -        288.092 (meters)      945.18  (feet) COMP
 LA1175  MODELED GRAVITY -    980,093.1   (mgal)                       NAVD 88
 LA1175
 LA1175  VERT ORDER      -  SECOND    CLASS 0
 LA1175
 LA1175.The horizontal coordinates were scaled from a map and have
 LA1175.an estimated accuracy of +/- 6 seconds.
 LA1175
 LA1175.The orthometric height was determined by differential leveling and
 LA1175.adjusted by the NATIONAL GEODETIC SURVEY
 LA1175.in June 1991.
 LA1175
 LA1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1175.GEOID18 height accuracy estimate available here.
 LA1175
 LA1175.Click photographs - Photos may exist for this station.
 LA1175
 LA1175.The dynamic height is computed by dividing the NAVD 88
 LA1175.geopotential number by the normal gravity value computed on the
 LA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1175.degrees latitude (g = 980.6199 gals.).
 LA1175
 LA1175.The modeled gravity was interpolated from observed gravity values.
 LA1175
 LA1175;                    North         East    Units  Estimated Accuracy
 LA1175;SPC IN E     -   557,450.      134,120.      MT  (+/- 180 meters Scaled)
 LA1175
 LA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK474590(NAD 83)
 LA1175
 LA1175                          SUPERSEDED SURVEY CONTROL
 LA1175
 LA1175  NGVD 29 (??/??/92)  288.379  (m)          946.12   (f) ADJ UNCH    2 0
 LA1175
 LA1175.Superseded values are not recommended for survey control.
 LA1175
 LA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1175.See file dsdata.pdf to determine how the superseded data were derived.
 LA1175
 LA1175_MARKER: DB = BENCH MARK DISK
 LA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1175_STAMPING: Q 219 1947
 LA1175_MARK LOGO: CGS
 LA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1175+STABILITY: SURFACE MOTION
 LA1175
 LA1175  HISTORY     - Date     Condition        Report By
 LA1175  HISTORY     - 1947     MONUMENTED       CGS
 LA1175
 LA1175                          STATION DESCRIPTION
 LA1175
 LA1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1175'2.3 MI NE FROM DE SOTO.
 LA1175'ABOUT 2.3 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1175'LOUIS RAILROAD FROM THE STATION AT DE SOTO, ABOUT 2.7 MILES
 LA1175'SOUTHWEST OF THE STATION AT ALBANY, DELAWARE COUNTY, AT A
 LA1175'NORTH-SOUTH BLACK TOP ROAD CROSSING, 73 FEET NORTHWEST OF THE
 LA1175'NORTHWEST RAIL, 23 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 LA1175'ROAD, 4 FEET NORTHEAST OF POWER POLE NO. DE 39 186, 1.5 FEET
 LA1175'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE
 LA1175'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0694 ***********************************************************************
 MD0694  DESIGNATION -  Q 22
 MD0694  PID         -  MD0694
 MD0694  STATE/COUNTY-  IN/DE KALB
 MD0694  COUNTRY     -  US
 MD0694  USGS QUAD   -  AUBURN (2019)
 MD0694
 MD0694                         *CURRENT SURVEY CONTROL
 MD0694  ______________________________________________________________________
 MD0694* NAD 83(1986) POSITION- 41 17 22.7    (N) 085 07 28.6    (W)   HD_HELD2
 MD0694* NAVD 88 ORTHO HEIGHT -   261.412 (meters)      857.65  (feet) ADJUSTED
 MD0694  ______________________________________________________________________
 MD0694  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 MD0694  DYNAMIC HEIGHT  -        261.307 (meters)      857.30  (feet) COMP
 MD0694  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 MD0694
 MD0694  VERT ORDER      -  SECOND    CLASS 0
 MD0694
 MD0694.The horizontal coordinates were established by autonomous hand held GPS
 MD0694.observations and have an estimated accuracy of +/- 10 meters.
 MD0694
 MD0694.The orthometric height was determined by differential leveling and
 MD0694.adjusted by the NATIONAL GEODETIC SURVEY
 MD0694.in June 1991.
 MD0694
 MD0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0694.GEOID18 height accuracy estimate available here.
 MD0694
 MD0694.Click photographs - Photos may exist for this station.
 MD0694
 MD0694.The dynamic height is computed by dividing the NAVD 88
 MD0694.geopotential number by the normal gravity value computed on the
 MD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0694.degrees latitude (g = 980.6199 gals.).
 MD0694
 MD0694.The modeled gravity was interpolated from observed gravity values.
 MD0694
 MD0694;                    North         East    Units  Estimated Accuracy
 MD0694;SPC IN E     -   670,865.      145,404.      MT  (+/- 10 meters HH2 GPS)
 MD0694
 MD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5703472606(NAD 83)
 MD0694
 MD0694                          SUPERSEDED SURVEY CONTROL
 MD0694
 MD0694  NGVD 29 (??/??/92)  261.557  (m)          858.12   (f) ADJ UNCH    2 0
 MD0694
 MD0694.Superseded values are not recommended for survey control.
 MD0694
 MD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0694.See file dsdata.pdf to determine how the superseded data were derived.
 MD0694
 MD0694_MARKER: DB = BENCH MARK DISK
 MD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0694_STAMPING: Q 22 1934
 MD0694_MARK LOGO: CGS
 MD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0694+STABILITY: SURFACE MOTION
 MD0694
 MD0694  HISTORY     - Date     Condition        Report By
 MD0694  HISTORY     - 1934     MONUMENTED       CGS
 MD0694  HISTORY     - 1961     GOOD             CGS
 MD0694  HISTORY     - 1964     GOOD             INHD
 MD0694
 MD0694                          STATION DESCRIPTION
 MD0694
 MD0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0694'4.2 MI S FROM GARRETT.
 MD0694'ABOUT 4 MILES S ALONG NO. 27 U.S. HIGHWAY FROM THE RAILROAD
 MD0694'CROSSING IN GARRETT, THENCE ABOUT 0.7 MILE E ALONG NO. 64 COUNTY
 MD0694'ROAD, THENCE 0.35 MILE SW ALONG NO. 11-A ASPHALT COUNTY ROAD
 MD0694'ON THE SE SIDE OF THE RAILROAD TO THE MARK ON THE RIGHT, AT
 MD0694'SITE OF OLD NEW ERA RAILROAD STATION, ON APPARENT SUMMIT OF
 MD0694'RAILROAD GRADE, 30 FEET SW OF CENTER LINE OF FARM TRACK ROAD,
 MD0694'29 FEET SE OF SE RAIL, 39 FEET NW OF CENTER LINE OF 18-FOOT
 MD0694'ASPHALT COUNTY ROAD, 1.4 FEET HIGHER THAN SAME, 26 FEET N OF THE
 MD0694'PROJECTED LINE OF A FENCE FROM THE EAST, 1.6 FEET SW OF STEEL
 MD0694'WITNESS POST, AND PROJECTING 1.0 FEET ABOVE GROUND.  NOTE-- LOCATED
 MD0694'IN SECTION 27, BUTTER TWP., 0.2 MILES NE FROM CROSSROADS OF
 MD0694'CO. RD. 11 A AND CO. RD. 66, ALONG CO. RD. 11A, ABOUT 33 FEET NW
 MD0694'OF CENTERLINE.
 MD0694
 MD0694                          STATION RECOVERY (1964)
 MD0694
 MD0694'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1964
 MD0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1045 ***********************************************************************
 LA1045  DESIGNATION -  Q 220
 LA1045  PID         -  LA1045
 LA1045  STATE/COUNTY-  IN/JAY
 LA1045  COUNTRY     -  US
 LA1045  USGS QUAD   -  REDKEY (2019)
 LA1045
 LA1045                         *CURRENT SURVEY CONTROL
 LA1045  ______________________________________________________________________
 LA1045* NAD 83(1986) POSITION- 40 18 26.     (N) 085 08 55.     (W)   SCALED
 LA1045* NAVD 88 ORTHO HEIGHT -   300.139 (meters)      984.71  (feet) ADJUSTED
 LA1045  ______________________________________________________________________
 LA1045  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 LA1045  DYNAMIC HEIGHT  -        299.983 (meters)      984.19  (feet) COMP
 LA1045  MODELED GRAVITY -    980,097.6   (mgal)                       NAVD 88
 LA1045
 LA1045  VERT ORDER      -  SECOND    CLASS 0
 LA1045
 LA1045.The horizontal coordinates were scaled from a map and have
 LA1045.an estimated accuracy of +/- 6 seconds.
 LA1045
 LA1045.The orthometric height was determined by differential leveling and
 LA1045.adjusted by the NATIONAL GEODETIC SURVEY
 LA1045.in June 1991.
 LA1045
 LA1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1045.GEOID18 height accuracy estimate available here.
 LA1045
 LA1045.Click photographs - Photos may exist for this station.
 LA1045
 LA1045.The dynamic height is computed by dividing the NAVD 88
 LA1045.geopotential number by the normal gravity value computed on the
 LA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1045.degrees latitude (g = 980.6199 gals.).
 LA1045
 LA1045.The modeled gravity was interpolated from observed gravity values.
 LA1045
 LA1045;                    North         East    Units  Estimated Accuracy
 LA1045;SPC IN E     -   561,760.      144,040.      MT  (+/- 180 meters Scaled)
 LA1045
 LA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK573635(NAD 83)
 LA1045
 LA1045                          SUPERSEDED SURVEY CONTROL
 LA1045
 LA1045  NGVD 29 (??/??/92)  300.276  (m)          985.16   (f) ADJ UNCH    2 0
 LA1045
 LA1045.Superseded values are not recommended for survey control.
 LA1045
 LA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1045.See file dsdata.pdf to determine how the superseded data were derived.
 LA1045
 LA1045_MARKER: DB = BENCH MARK DISK
 LA1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1045_STAMPING: Q 220 1947
 LA1045_MARK LOGO: CGS
 LA1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1045+STABILITY: SURFACE MOTION
 LA1045
 LA1045  HISTORY     - Date     Condition        Report By
 LA1045  HISTORY     - 1947     MONUMENTED       CGS
 LA1045
 LA1045                          STATION DESCRIPTION
 LA1045
 LA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1045'3 MI S FROM RED KEY.
 LA1045'2.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1045'RED KEY, AT THE RANDOLPH-JAY COUNTY LINE CROSSROAD, 34 FEET NORTH
 LA1045'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 40 FEET EAST OF THE
 LA1045'CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF A FENCE CORNER,
 LA1045'12.5 FEET NORTH OF POWER POLE NO. 0105 1 FOOT WEST OF THE FENCE,
 LA1045'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1045'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0651 ***********************************************************************
 LA0651  DESIGNATION -  Q 221
 LA0651  PID         -  LA0651
 LA0651  STATE/COUNTY-  IN/ALLEN
 LA0651  COUNTRY     -  US
 LA0651  USGS QUAD   -  HOAGLAND (2019)
 LA0651
 LA0651                         *CURRENT SURVEY CONTROL
 LA0651  ______________________________________________________________________
 LA0651* NAD 83(1986) POSITION- 40 58 40.0    (N) 084 58 08.3    (W)   HD_HELD2
 LA0651* NAVD 88 ORTHO HEIGHT -   247.930 (meters)      813.42  (feet) ADJUSTED
 LA0651  ______________________________________________________________________
 LA0651  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 LA0651  DYNAMIC HEIGHT  -        247.827 (meters)      813.08  (feet) COMP
 LA0651  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 LA0651
 LA0651  VERT ORDER      -  SECOND    CLASS 0
 LA0651
 LA0651.The horizontal coordinates were established by autonomous hand held GPS
 LA0651.observations and have an estimated accuracy of +/- 10 meters.
 LA0651
 LA0651.The orthometric height was determined by differential leveling and
 LA0651.adjusted by the NATIONAL GEODETIC SURVEY
 LA0651.in June 1991.
 LA0651
 LA0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0651.GEOID18 height accuracy estimate available here.
 LA0651
 LA0651.Click photographs - Photos may exist for this station.
 LA0651
 LA0651.The dynamic height is computed by dividing the NAVD 88
 LA0651.geopotential number by the normal gravity value computed on the
 LA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0651.degrees latitude (g = 980.6199 gals.).
 LA0651
 LA0651.The modeled gravity was interpolated from observed gravity values.
 LA0651
 LA0651;                    North         East    Units  Estimated Accuracy
 LA0651;SPC IN E     -   636,325.      158,719.      MT  (+/- 10 meters HH2 GPS)
 LA0651
 LA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7087438276(NAD 83)
 LA0651
 LA0651                          SUPERSEDED SURVEY CONTROL
 LA0651
 LA0651  NGVD 29 (??/??/92)  248.084  (m)          813.92   (f) ADJ UNCH    2 0
 LA0651
 LA0651.Superseded values are not recommended for survey control.
 LA0651
 LA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0651.See file dsdata.pdf to determine how the superseded data were derived.
 LA0651
 LA0651_MARKER: DB = BENCH MARK DISK
 LA0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0651_STAMPING: Q 221 1947
 LA0651_MARK LOGO: CGS
 LA0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0651+STABILITY: SURFACE MOTION
 LA0651
 LA0651  HISTORY     - Date     Condition        Report By
 LA0651  HISTORY     - 1947     MONUMENTED       CGS
 LA0651  HISTORY     - 1968     GOOD             CGS
 LA0651
 LA0651                          STATION DESCRIPTION
 LA0651
 LA0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0651'2.8 MI NE FROM HOAGLAND.
 LA0651'ABOUT 0.7 MILES EAST ALONG A BLACKTOP ROAD FROM THE MADISON TWP.
 LA0651'SCHOOL AT HOAGLAND, THENCE ABOUT 2.1 MILES NORTH ALONG A BLACKTOP
 LA0651'ROAD, ABOUT 2.45 MILES SOUTH OF MAPLES, ABOUT 0.7 MILES NORTH
 LA0651'OF ST. JOHNS EV. LUTHERAN CHURCH, AND SCHOOL, AT A PAVED ROAD
 LA0651'CROSSING (FT. WAYNE-MONROEVILLE) ROAD, 68 FT. EAST OF THE C/L
 LA0651'OF THE NORTH-SOUTH ROAD, 24.5 FEET SOUTH OF THE C/L OF THE
 LA0651'PAVED ROAD, 52 FT. EAST OF A FENCE CORNER, 1.5 FT. NORTH OF THE
 LA0651'FENCE LINE, 2 FT. EAST OF A STEEL WITNESS POST, ABOUT LEVEL
 LA0651'WITH THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECTING
 LA0651'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0718 ***********************************************************************
 LA0718  DESIGNATION -  Q 222
 LA0718  PID         -  LA0718
 LA0718  STATE/COUNTY-  IN/ALLEN
 LA0718  COUNTRY     -  US
 LA0718  USGS QUAD   -  DIXON (2019)
 LA0718
 LA0718                         *CURRENT SURVEY CONTROL
 LA0718  ______________________________________________________________________
 LA0718* NAD 83(1986) POSITION- 40 58 47.9    (N) 084 52 05.4    (W)   HD_HELD2
 LA0718* NAVD 88 ORTHO HEIGHT -   237.450 (meters)      779.03  (feet) ADJUSTED
 LA0718  ______________________________________________________________________
 LA0718  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 LA0718  DYNAMIC HEIGHT  -        237.351 (meters)      778.71  (feet) COMP
 LA0718  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 LA0718
 LA0718  VERT ORDER      -  SECOND    CLASS 0
 LA0718
 LA0718.The horizontal coordinates were established by autonomous hand held GPS
 LA0718.observations and have an estimated accuracy of +/- 10 meters.
 LA0718
 LA0718.The orthometric height was determined by differential leveling and
 LA0718.adjusted by the NATIONAL GEODETIC SURVEY
 LA0718.in June 1991.
 LA0718
 LA0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0718.GEOID18 height accuracy estimate available here.
 LA0718
 LA0718.Click photographs - Photos may exist for this station.
 LA0718
 LA0718.The dynamic height is computed by dividing the NAVD 88
 LA0718.geopotential number by the normal gravity value computed on the
 LA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0718.degrees latitude (g = 980.6199 gals.).
 LA0718
 LA0718.The modeled gravity was interpolated from observed gravity values.
 LA0718
 LA0718;                    North         East    Units  Estimated Accuracy
 LA0718;SPC IN E     -   636,641.      167,200.      MT  (+/- 10 meters HH2 GPS)
 LA0718
 LA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7935038722(NAD 83)
 LA0718
 LA0718                          SUPERSEDED SURVEY CONTROL
 LA0718
 LA0718  NGVD 29 (??/??/92)  237.607  (m)          779.55   (f) ADJ UNCH    2 0
 LA0718
 LA0718.Superseded values are not recommended for survey control.
 LA0718
 LA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0718.See file dsdata.pdf to determine how the superseded data were derived.
 LA0718
 LA0718_MARKER: DB = BENCH MARK DISK
 LA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0718_STAMPING: Q 222 1947
 LA0718_MARK LOGO: CGS
 LA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0718+STABILITY: SURFACE MOTION
 LA0718
 LA0718  HISTORY     - Date     Condition        Report By
 LA0718  HISTORY     - 1947     MONUMENTED       CGS
 LA0718
 LA0718                          STATION DESCRIPTION
 LA0718
 LA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0718'0.4 MI N FROM MONROEVILLE.
 LA0718'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0718'AT MONROEVILLE, ABOUT 0.15 MILE NORTH OF THE NORTH CITY LIMIT
 LA0718'SIGN, 320 FEET NORTH OF A GRAVEL CROSS ROAD, ACROSS THE HIGHWAY
 LA0718'FROM A BASEBALL PARK, 5.5 FEET NORTH OF POWER POLE NO. 27747, 7.5
 LA0718'FEET NORTH OF A FENCE CORNER POST, 1 FOOT NORTH OF A HIGHWAY
 LA0718'RIGHT-OF-WAY MARKER POST, 1 FOOT WEST OF THE FENCE LINE 2 FEET
 LA0718'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0488 ***********************************************************************
 LA0488  DESIGNATION -  Q 223
 LA0488  PID         -  LA0488
 LA0488  STATE/COUNTY-  IN/ADAMS
 LA0488  COUNTRY     -  US
 LA0488  USGS QUAD   -  DECATUR (2019)
 LA0488
 LA0488                         *CURRENT SURVEY CONTROL
 LA0488  ______________________________________________________________________
 LA0488* NAD 83(1986) POSITION- 40 49 36.     (N) 084 57 14.     (W)   SCALED
 LA0488* NAVD 88 ORTHO HEIGHT -   245.500 (meters)      805.44  (feet) ADJUSTED
 LA0488  ______________________________________________________________________
 LA0488  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 LA0488  DYNAMIC HEIGHT  -        245.391 (meters)      805.09  (feet) COMP
 LA0488  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 LA0488
 LA0488  VERT ORDER      -  SECOND    CLASS 0
 LA0488
 LA0488.The horizontal coordinates were scaled from a map and have
 LA0488.an estimated accuracy of +/- 6 seconds.
 LA0488
 LA0488.The orthometric height was determined by differential leveling and
 LA0488.adjusted by the NATIONAL GEODETIC SURVEY
 LA0488.in June 1991.
 LA0488
 LA0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0488.GEOID18 height accuracy estimate available here.
 LA0488
 LA0488.Click photographs - Photos may exist for this station.
 LA0488
 LA0488.The dynamic height is computed by dividing the NAVD 88
 LA0488.geopotential number by the normal gravity value computed on the
 LA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0488.degrees latitude (g = 980.6199 gals.).
 LA0488
 LA0488.The modeled gravity was interpolated from observed gravity values.
 LA0488
 LA0488;                    North         East    Units  Estimated Accuracy
 LA0488;SPC IN E     -   619,550.      160,130.      MT  (+/- 180 meters Scaled)
 LA0488
 LA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL725215(NAD 83)
 LA0488
 LA0488                          SUPERSEDED SURVEY CONTROL
 LA0488
 LA0488  NGVD 29 (??/??/92)  245.652  (m)          805.94   (f) ADJ UNCH    2 0
 LA0488
 LA0488.Superseded values are not recommended for survey control.
 LA0488
 LA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0488.See file dsdata.pdf to determine how the superseded data were derived.
 LA0488
 LA0488_MARKER: DB = BENCH MARK DISK
 LA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0488_STAMPING: Q 223 1947
 LA0488_MARK LOGO: CGS
 LA0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0488+STABILITY: SURFACE MOTION
 LA0488
 LA0488  HISTORY     - Date     Condition        Report By
 LA0488  HISTORY     - 1947     MONUMENTED       CGS
 LA0488  HISTORY     - 1974     GOOD             BRADY
 LA0488
 LA0488                          STATION DESCRIPTION
 LA0488
 LA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0488'1.5 MI W FROM DECATUR.
 LA0488'ABOUT 1.5 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0488'DECATUR, AT A ROAD CROSSING (BRICK EAST AND GRAVEL WEST), 45.5 FEET
 LA0488'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 31 FEET
 LA0488'SOUTH OF THE CENTER LINE OF THE BRICK ROAD, 2.5 FEET SOUTHWEST
 LA0488'OF THE NORTHWEST END IRON POST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 LA0488'19.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 LA0488'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 LA0488'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0488
 LA0488                          STATION RECOVERY (1974)
 LA0488
 LA0488'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0734 ***********************************************************************
 LA0734  DESIGNATION -  Q 224
 LA0734  PID         -  LA0734
 LA0734  STATE/COUNTY-  IN/ADAMS
 LA0734  COUNTRY     -  US
 LA0734  USGS QUAD   -  BERNE (2019)
 LA0734
 LA0734                         *CURRENT SURVEY CONTROL
 LA0734  ______________________________________________________________________
 LA0734* NAD 83(1986) POSITION- 40 44 40.     (N) 084 59 43.     (W)   SCALED
 LA0734* NAVD 88 ORTHO HEIGHT -   255.834 (meters)      839.35  (feet) ADJUSTED
 LA0734  ______________________________________________________________________
 LA0734  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LA0734  DYNAMIC HEIGHT  -        255.716 (meters)      838.96  (feet) COMP
 LA0734  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 LA0734
 LA0734  VERT ORDER      -  SECOND    CLASS 0
 LA0734
 LA0734.The horizontal coordinates were scaled from a map and have
 LA0734.an estimated accuracy of +/- 6 seconds.
 LA0734
 LA0734.The orthometric height was determined by differential leveling and
 LA0734.adjusted by the NATIONAL GEODETIC SURVEY
 LA0734.in June 1991.
 LA0734
 LA0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0734.GEOID18 height accuracy estimate available here.
 LA0734
 LA0734.Click photographs - Photos may exist for this station.
 LA0734
 LA0734.The dynamic height is computed by dividing the NAVD 88
 LA0734.geopotential number by the normal gravity value computed on the
 LA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0734.degrees latitude (g = 980.6199 gals.).
 LA0734
 LA0734.The modeled gravity was interpolated from observed gravity values.
 LA0734
 LA0734;                    North         East    Units  Estimated Accuracy
 LA0734;SPC IN E     -   610,400.      156,700.      MT  (+/- 180 meters Scaled)
 LA0734
 LA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL692123(NAD 83)
 LA0734
 LA0734                          SUPERSEDED SURVEY CONTROL
 LA0734
 LA0734  NGVD 29 (??/??/92)  255.982  (m)          839.83   (f) ADJ UNCH    2 0
 LA0734
 LA0734.Superseded values are not recommended for survey control.
 LA0734
 LA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0734.See file dsdata.pdf to determine how the superseded data were derived.
 LA0734
 LA0734_MARKER: DB = BENCH MARK DISK
 LA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0734_STAMPING: Q 224 1947
 LA0734_MARK LOGO: CGS
 LA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0734+STABILITY: SURFACE MOTION
 LA0734
 LA0734  HISTORY     - Date     Condition        Report By
 LA0734  HISTORY     - 1947     MONUMENTED       CGS
 LA0734
 LA0734                          STATION DESCRIPTION
 LA0734
 LA0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0734'2.2 MI W FROM COPPESS CORNER.
 LA0734'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA0734'WITH U.S. HIGHWAY 27 AT COPPESS CORNER, AT A CROSS ROAD, 67
 LA0734'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE
 LA0734'CENTER LINE OF THE ROAD NORTH, 13.5 FEET SOUTHWEST OF POWER POLE
 LA0734'57/797, 18.5 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 LA0734'OF A WIRE FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0734'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0734'PROJECTING 3 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0629 ***********************************************************************
 LA0629  DESIGNATION -  Q 225
 LA0629  PID         -  LA0629
 LA0629  STATE/COUNTY-  IN/ADAMS
 LA0629  COUNTRY     -  US
 LA0629  USGS QUAD   -  BERNE (2019)
 LA0629
 LA0629                         *CURRENT SURVEY CONTROL
 LA0629  ______________________________________________________________________
 LA0629* NAD 83(1986) POSITION- 40 42 57.     (N) 084 57 21.     (W)   SCALED
 LA0629* NAVD 88 ORTHO HEIGHT -   255.946 (meters)      839.72  (feet) ADJUSTED
 LA0629  ______________________________________________________________________
 LA0629  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 LA0629  DYNAMIC HEIGHT  -        255.828 (meters)      839.33  (feet) COMP
 LA0629  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 LA0629
 LA0629  VERT ORDER      -  SECOND    CLASS 0
 LA0629
 LA0629.The horizontal coordinates were scaled from a map and have
 LA0629.an estimated accuracy of +/- 6 seconds.
 LA0629
 LA0629.The orthometric height was determined by differential leveling and
 LA0629.adjusted by the NATIONAL GEODETIC SURVEY
 LA0629.in June 1991.
 LA0629
 LA0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0629.GEOID18 height accuracy estimate available here.
 LA0629
 LA0629.Click photographs - Photos may exist for this station.
 LA0629
 LA0629.The dynamic height is computed by dividing the NAVD 88
 LA0629.geopotential number by the normal gravity value computed on the
 LA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0629.degrees latitude (g = 980.6199 gals.).
 LA0629
 LA0629.The modeled gravity was interpolated from observed gravity values.
 LA0629
 LA0629;                    North         East    Units  Estimated Accuracy
 LA0629;SPC IN E     -   607,250.      160,060.      MT  (+/- 180 meters Scaled)
 LA0629
 LA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726092(NAD 83)
 LA0629
 LA0629                          SUPERSEDED SURVEY CONTROL
 LA0629
 LA0629  NGVD 29 (??/??/92)  256.096  (m)          840.21   (f) ADJ UNCH    2 0
 LA0629
 LA0629.Superseded values are not recommended for survey control.
 LA0629
 LA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0629.See file dsdata.pdf to determine how the superseded data were derived.
 LA0629
 LA0629_MARKER: DB = BENCH MARK DISK
 LA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0629_STAMPING: Q 225 1947
 LA0629_MARK LOGO: CGS
 LA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0629+STABILITY: SURFACE MOTION
 LA0629
 LA0629  HISTORY     - Date     Condition        Report By
 LA0629  HISTORY     - 1947     MONUMENTED       CGS
 LA0629  HISTORY     - 1963     GOOD             CGS
 LA0629
 LA0629                          STATION DESCRIPTION
 LA0629
 LA0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LA0629'2.1 MI S FROM COPPESS CORNERS.
 LA0629'ABOUT 2.1 MILES S ALONG U.S. NO. 27 HWY. FROM ITS INTERSECTION
 LA0629'WITH NO. 124 INDIANA HWY. AT COPPESS CORNER, AT A CROSS ROAD,
 LA0629'54-1/2 FEET E OF CENTER LINE OF THE HWY. 22-FOOT ASPHALT PAVEMENT,
 LA0629'1.4 FEET LOWER THAN SAME, 24.5 FEET E OF TELEPHONE POLE, 1.5
 LA0629'FEET W OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE
 LA0629'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0370 ***********************************************************************
 LA0370  DESIGNATION -  Q 226
 LA0370  PID         -  LA0370
 LA0370  STATE/COUNTY-  IN/JAY
 LA0370  COUNTRY     -  US
 LA0370  USGS QUAD   -  PORTLAND (2019)
 LA0370
 LA0370                         *CURRENT SURVEY CONTROL
 LA0370  ______________________________________________________________________
 LA0370* NAD 83(1986) POSITION- 40 27 13.     (N) 084 59 27.     (W)   SCALED
 LA0370* NAVD 88 ORTHO HEIGHT -   281.069 (meters)      922.14  (feet) ADJUSTED
 LA0370  ______________________________________________________________________
 LA0370  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 LA0370  DYNAMIC HEIGHT  -        280.930 (meters)      921.68  (feet) COMP
 LA0370  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 LA0370
 LA0370  VERT ORDER      -  SECOND    CLASS 0
 LA0370
 LA0370.This mark is at Portland Airport (PLD)
 LA0370
 LA0370.The horizontal coordinates were scaled from a map and have
 LA0370.an estimated accuracy of +/- 6 seconds.
 LA0370
 LA0370.The orthometric height was determined by differential leveling and
 LA0370.adjusted by the NATIONAL GEODETIC SURVEY
 LA0370.in June 1991.
 LA0370
 LA0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0370.GEOID18 height accuracy estimate available here.
 LA0370
 LA0370.Click photographs - Photos may exist for this station.
 LA0370
 LA0370.The dynamic height is computed by dividing the NAVD 88
 LA0370.geopotential number by the normal gravity value computed on the
 LA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0370.degrees latitude (g = 980.6199 gals.).
 LA0370
 LA0370.The modeled gravity was interpolated from observed gravity values.
 LA0370
 LA0370;                    North         East    Units  Estimated Accuracy
 LA0370;SPC IN E     -   578,100.      157,330.      MT  (+/- 180 meters Scaled)
 LA0370
 LA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK703800(NAD 83)
 LA0370
 LA0370                          SUPERSEDED SURVEY CONTROL
 LA0370
 LA0370  NGVD 29 (??/??/92)  281.218  (m)          922.63   (f) ADJ UNCH    2 0
 LA0370
 LA0370.Superseded values are not recommended for survey control.
 LA0370
 LA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0370.See file dsdata.pdf to determine how the superseded data were derived.
 LA0370
 LA0370_MARKER: DB = BENCH MARK DISK
 LA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0370_STAMPING: Q 226 1947
 LA0370_MARK LOGO: CGS
 LA0370_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0370+STABILITY: SURFACE MOTION
 LA0370
 LA0370  HISTORY     - Date     Condition        Report By
 LA0370  HISTORY     - 1947     MONUMENTED       CGS
 LA0370
 LA0370                          STATION DESCRIPTION
 LA0370
 LA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0370'2.1 MI NW FROM PORTLAND.
 LA0370'ABOUT 1.45 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0370'AT PORTLAND, THENCE ABOUT 0.65 MILE WEST ALONG A BLACK TOP ROAD,
 LA0370'AT THE STEED AIRPORT, 198 FEET EAST OF THE CENTER OF THE WEST
 LA0370'ENTRANCE TO THE FIELD, 39 FEET SOUTH OF THE CENTER LINE OF THE
 LA0370'PAVED ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE NORTH BOUNDARY
 LA0370'FENCE TO THE FIELD, 6 FEET NORTH OF A POWER POLE, 156 FEET
 LA0370'NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, 113 FEET
 LA0370'NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, 2 FEET SOUTH
 LA0370'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LA0370'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0826 ***********************************************************************
 LA0826  DESIGNATION -  Q 227
 LA0826  PID         -  LA0826
 LA0826  STATE/COUNTY-  IN/JAY
 LA0826  COUNTRY     -  US
 LA0826  USGS QUAD   -  DOMESTIC (2019)
 LA0826
 LA0826                         *CURRENT SURVEY CONTROL
 LA0826  ______________________________________________________________________
 LA0826* NAD 83(1986) POSITION- 40 33 12.     (N) 085 06 25.     (W)   SCALED
 LA0826* NAVD 88 ORTHO HEIGHT -   266.898 (meters)      875.65  (feet) ADJUSTED
 LA0826  ______________________________________________________________________
 LA0826  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 LA0826  DYNAMIC HEIGHT  -        266.766 (meters)      875.21  (feet) COMP
 LA0826  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 LA0826
 LA0826  VERT ORDER      -  SECOND    CLASS 0
 LA0826
 LA0826.The horizontal coordinates were scaled from a map and have
 LA0826.an estimated accuracy of +/- 6 seconds.
 LA0826
 LA0826.The orthometric height was determined by differential leveling and
 LA0826.adjusted by the NATIONAL GEODETIC SURVEY
 LA0826.in June 1991.
 LA0826
 LA0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0826.GEOID18 height accuracy estimate available here.
 LA0826
 LA0826.Click photographs - Photos may exist for this station.
 LA0826
 LA0826.The dynamic height is computed by dividing the NAVD 88
 LA0826.geopotential number by the normal gravity value computed on the
 LA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0826.degrees latitude (g = 980.6199 gals.).
 LA0826
 LA0826.The modeled gravity was interpolated from observed gravity values.
 LA0826
 LA0826;                    North         East    Units  Estimated Accuracy
 LA0826;SPC IN E     -   589,110.      147,410.      MT  (+/- 180 meters Scaled)
 LA0826
 LA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK602908(NAD 83)
 LA0826
 LA0826                          SUPERSEDED SURVEY CONTROL
 LA0826
 LA0826  NGVD 29 (??/??/92)  267.038  (m)          876.11   (f) ADJ UNCH    2 0
 LA0826
 LA0826.Superseded values are not recommended for survey control.
 LA0826
 LA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0826.See file dsdata.pdf to determine how the superseded data were derived.
 LA0826
 LA0826_MARKER: DB = BENCH MARK DISK
 LA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0826_STAMPING: Q 227 1947
 LA0826_MARK LOGO: CGS
 LA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0826+STABILITY: SURFACE MOTION
 LA0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0826+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2016
 LA0826
 LA0826  HISTORY     - Date     Condition        Report By
 LA0826  HISTORY     - 1947     MONUMENTED       CGS
 LA0826  HISTORY     - 20160427 GOOD             INDIV
 LA0826
 LA0826                          STATION DESCRIPTION
 LA0826
 LA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0826'2.2 MI E FROM FIAT.
 LA0826'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 18 FROM ITS INTERSECTION
 LA0826'WITH STATE HIGHWAY 1 AT FIAT, AT A CROSS ROAD, 44 FEET SOUTH OF
 LA0826'THE CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTER LINE
 LA0826'OF THE CROSS ROAD, 16 FEET SOUTHEAST OF A FENCE CORNER POST
 LA0826'AND HIGHWAY R/W MARKER POST, 23.5 FEET SOUTH OF THE EAST
 LA0826'END OF THE SOUTH CONCRETE HEAD WALL OF CULVERT NO. 35, 18.4
 LA0826'FEET NORTHWEST OF A 28-INCH ELM TREE, 1.2 FEET NORTHEAST
 LA0826'OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 LA0826'POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 LA0826'OF A CONCRETE POST PROJECTING 4 IN.
 LA0826
 LA0826                          STATION RECOVERY (2016)
 LA0826
 LA0826'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEF)
 LA0826'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1170 ***********************************************************************
 JZ1170  DESIGNATION -  Q 228
 JZ1170  PID         -  JZ1170
 JZ1170  STATE/COUNTY-  IN/WAYNE
 JZ1170  COUNTRY     -  US
 JZ1170  USGS QUAD   -  WHITEWATER (2019)
 JZ1170
 JZ1170                         *CURRENT SURVEY CONTROL
 JZ1170  ______________________________________________________________________
 JZ1170* NAD 83(1986) POSITION- 39 57 57.1    (N) 084 49 50.0    (W)   HD_HELD2
 JZ1170* NAVD 88 ORTHO HEIGHT -   359.760 (meters)     1180.31  (feet) ADJUSTED
 JZ1170  ______________________________________________________________________
 JZ1170  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 JZ1170  DYNAMIC HEIGHT  -        359.553 (meters)     1179.63  (feet) COMP
 JZ1170  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 JZ1170
 JZ1170  VERT ORDER      -  SECOND    CLASS 0
 JZ1170
 JZ1170.The horizontal coordinates were established by autonomous hand held GPS
 JZ1170.observations and have an estimated accuracy of +/- 10 meters.
 JZ1170
 JZ1170.The orthometric height was determined by differential leveling and
 JZ1170.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1170.in June 1991.
 JZ1170
 JZ1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1170.GEOID18 height accuracy estimate available here.
 JZ1170
 JZ1170.Click photographs - Photos may exist for this station.
 JZ1170
 JZ1170.The dynamic height is computed by dividing the NAVD 88
 JZ1170.geopotential number by the normal gravity value computed on the
 JZ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1170.degrees latitude (g = 980.6199 gals.).
 JZ1170
 JZ1170.The modeled gravity was interpolated from observed gravity values.
 JZ1170
 JZ1170;                    North         East    Units  Estimated Accuracy
 JZ1170;SPC IN E     -   524,062.      171,432.      MT  (+/- 10 meters HH2 GPS)
 JZ1170
 JZ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8528326221(NAD 83)
 JZ1170
 JZ1170                          SUPERSEDED SURVEY CONTROL
 JZ1170
 JZ1170  NGVD 29 (??/??/92)  359.897  (m)         1180.76   (f) ADJ UNCH    2 0
 JZ1170
 JZ1170.Superseded values are not recommended for survey control.
 JZ1170
 JZ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1170.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1170
 JZ1170_MARKER: DB = BENCH MARK DISK
 JZ1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1170_STAMPING: Q 228 1947
 JZ1170_MARK LOGO: CGS
 JZ1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1170+STABILITY: SURFACE MOTION
 JZ1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1170+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 JZ1170
 JZ1170  HISTORY     - Date     Condition        Report By
 JZ1170  HISTORY     - 1947     MONUMENTED       CGS
 JZ1170  HISTORY     - 20030522 GOOD             GEOCAC
 JZ1170
 JZ1170                          STATION DESCRIPTION
 JZ1170
 JZ1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1170'1.4 MI N FROM WHITEWATER.
 JZ1170'1.45 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1170'WHITEWATER, ABOUT 1.5 MILES SOUTH OF THE CROSSROADS AT BETHEL,
 JZ1170'AT THE T JUNCTION OF A ROAD LEADING EAST, 28 FEET WEST OF THE
 JZ1170'CENTER LINE OF THE HIGHWAY, 1.2 FEET EAST OF A WIRE FENCE, IN
 JZ1170'LINE WITH THE ROAD EAST, 2.5 FEET SOUTH OF A WHITE WOODEN
 JZ1170'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JZ1170'A CONCRETE POST PROJECTING 4 INCHES.
 JZ1170
 JZ1170                          STATION RECOVERY (2003)
 JZ1170
 JZ1170'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1170'WIRE FENCE AND WITNESS POST ARE GONE.  ROAD EAST IS HILL ROAD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1149 ***********************************************************************
 JZ1149  DESIGNATION -  Q 229
 JZ1149  PID         -  JZ1149
 JZ1149  STATE/COUNTY-  IN/WAYNE
 JZ1149  COUNTRY     -  US
 JZ1149  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1149
 JZ1149                         *CURRENT SURVEY CONTROL
 JZ1149  ______________________________________________________________________
 JZ1149* NAD 83(1986) POSITION- 39 56 49.4    (N) 084 59 46.7    (W)   HD_HELD2
 JZ1149* NAVD 88 ORTHO HEIGHT -   322.951 (meters)     1059.55  (feet) ADJUSTED
 JZ1149  ______________________________________________________________________
 JZ1149  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 JZ1149  DYNAMIC HEIGHT  -        322.768 (meters)     1058.95  (feet) COMP
 JZ1149  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 JZ1149
 JZ1149  VERT ORDER      -  SECOND    CLASS 0
 JZ1149
 JZ1149.The horizontal coordinates were established by autonomous hand held GPS
 JZ1149.observations and have an estimated accuracy of +/- 10 meters.
 JZ1149
 JZ1149.The orthometric height was determined by differential leveling and
 JZ1149.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1149.in June 1991.
 JZ1149
 JZ1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1149.GEOID18 height accuracy estimate available here.
 JZ1149
 JZ1149.Click photographs - Photos may exist for this station.
 JZ1149
 JZ1149.The dynamic height is computed by dividing the NAVD 88
 JZ1149.geopotential number by the normal gravity value computed on the
 JZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1149.degrees latitude (g = 980.6199 gals.).
 JZ1149
 JZ1149.The modeled gravity was interpolated from observed gravity values.
 JZ1149
 JZ1149;                    North         East    Units  Estimated Accuracy
 JZ1149;SPC IN E     -   521,854.      157,287.      MT  (+/- 10 meters HH2 GPS)
 JZ1149
 JZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7117223803(NAD 83)
 JZ1149
 JZ1149                          SUPERSEDED SURVEY CONTROL
 JZ1149
 JZ1149  NGVD 29 (??/??/92)  323.092  (m)         1060.01   (f) ADJ UNCH    2 0
 JZ1149
 JZ1149.Superseded values are not recommended for survey control.
 JZ1149
 JZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1149.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1149
 JZ1149_MARKER: DB = BENCH MARK DISK
 JZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1149_STAMPING: Q 229 1947
 JZ1149_MARK LOGO: CGS
 JZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1149+STABILITY: SURFACE MOTION
 JZ1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1149+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 JZ1149
 JZ1149  HISTORY     - Date     Condition        Report By
 JZ1149  HISTORY     - 1947     MONUMENTED       CGS
 JZ1149  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1149  HISTORY     - 20140926 GOOD             GEOCAC
 JZ1149
 JZ1149                          STATION DESCRIPTION
 JZ1149
 JZ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1149'0.2 MI S FROM WILLIAMSBURG.
 JZ1149'0.25 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1149'WILLIAMSBURG, AT THE SOUTH EDGE OF TOWN, AT THE T JUNCTION OF A
 JZ1149'ROAD LEADING WEST, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JZ1149'2 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD WEST, 8 FEET
 JZ1149'SOUTH OF A FENCE CORNER POST, 5 FEET NORTH OF POWER POLE 547-710,
 JZ1149'1.2 FEET WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 JZ1149'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 JZ1149'A CONCRETE POST PROJECTING 4 INCHES.
 JZ1149
 JZ1149                          STATION RECOVERY (2003)
 JZ1149
 JZ1149'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1149'FENCE LINE AND WITNESS POST GONE, BUT TELEPHONE POLE AS DESCRIBED.
 JZ1149
 JZ1149                          STATION RECOVERY (2014)
 JZ1149
 JZ1149'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 JZ1149'RECOVERED AS DESCRIBED.
 JZ1149'
 JZ1149'AT THE INTERSECTION OF W E OLER RD AND CENTERVILLE RD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0120 ***********************************************************************
 ME0120  DESIGNATION -  Q 23
 ME0120  PID         -  ME0120
 ME0120  STATE/COUNTY-  IN/ST JOSEPH
 ME0120  COUNTRY     -  US
 ME0120  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0120
 ME0120                         *CURRENT SURVEY CONTROL
 ME0120  ______________________________________________________________________
 ME0120* NAD 83(1986) POSITION- 41 31 56.     (N) 086 25 28.     (W)   SCALED
 ME0120* NAVD 88 ORTHO HEIGHT -   223.161 (meters)      732.15  (feet) ADJUSTED
 ME0120  ______________________________________________________________________
 ME0120  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0120  DYNAMIC HEIGHT  -        223.073 (meters)      731.87  (feet) COMP
 ME0120  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 ME0120
 ME0120  VERT ORDER      -  SECOND    CLASS 0
 ME0120
 ME0120.The horizontal coordinates were scaled from a map and have
 ME0120.an estimated accuracy of +/- 6 seconds.
 ME0120
 ME0120.The orthometric height was determined by differential leveling and
 ME0120.adjusted by the NATIONAL GEODETIC SURVEY
 ME0120.in June 1991.
 ME0120
 ME0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0120.GEOID18 height accuracy estimate available here.
 ME0120
 ME0120.Click photographs - Photos may exist for this station.
 ME0120
 ME0120.The dynamic height is computed by dividing the NAVD 88
 ME0120.geopotential number by the normal gravity value computed on the
 ME0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0120.degrees latitude (g = 980.6199 gals.).
 ME0120
 ME0120.The modeled gravity was interpolated from observed gravity values.
 ME0120
 ME0120;                    North         East    Units  Estimated Accuracy
 ME0120;SPC IN E     -   697,940.       36,760.      MT  (+/- 180 meters Scaled)
 ME0120
 ME0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL480980(NAD 83)
 ME0120
 ME0120                          SUPERSEDED SURVEY CONTROL
 ME0120
 ME0120  NGVD 29 (??/??/92)  223.27   (m)          732.5    (f) COMPUTED    2 0
 ME0120
 ME0120.Superseded values are not recommended for survey control.
 ME0120
 ME0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0120.See file dsdata.pdf to determine how the superseded data were derived.
 ME0120
 ME0120_MARKER: DB = BENCH MARK DISK
 ME0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0120_STAMPING: Q 23 1934
 ME0120_MARK LOGO: CGS
 ME0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0120+STABILITY: SURFACE MOTION
 ME0120
 ME0120  HISTORY     - Date     Condition        Report By
 ME0120  HISTORY     - 1934     MONUMENTED       CGS
 ME0120  HISTORY     - 1946     GOOD             CGS
 ME0120  HISTORY     - 1955     GOOD             USGS
 ME0120  HISTORY     - 1982     MARK NOT FOUND   INDNR
 ME0120  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 ME0120  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0120
 ME0120                          STATION DESCRIPTION
 ME0120
 ME0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0120'AT NORTH LIBERTY.
 ME0120'AT NORTH LIBERTY, AT THE CROSSING OF THE NEW YORK CENTRAL AND
 ME0120'THE WABASH RAILROADS, 45 FEET WEST AND ACROSS THE NEW YORK
 ME0120'CENTRAL RAILROAD FROM THE NORTHWEST CORNER OF SWITCH TOWER
 ME0120'QN, 27 FEET WEST OF THE WEST RAIL OF THE NEW YORK CENTRAL
 ME0120'RAILROAD, 22 FEET NORTH OF THE NORTH RAIL OF THE WABASH SIDE
 ME0120'TRACK, 14 FEET SOUTHEAST OF POLE NO. 13/30, 1 FOOT EAST OF A
 ME0120'WHITE WOODEN POST, ABOUT 2 FEET ABOVE THE INTERSECTION,
 ME0120'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0120
 ME0120                          STATION RECOVERY (1955)
 ME0120
 ME0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ME0120'RECOVERED IN GOOD CONDITION.
 ME0120
 ME0120                          STATION RECOVERY (1982)
 ME0120
 ME0120'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0120'MARK NOT FOUND.
 ME0120
 ME0120                          STATION RECOVERY (1994)
 ME0120
 ME0120'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0120'MARK NOT FOUND.
 ME0120
 ME0120                          STATION RECOVERY (2001)
 ME0120
 ME0120'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1733 ***********************************************************************
 JZ1733  DESIGNATION -  Q 230
 JZ1733  PID         -  JZ1733
 JZ1733  STATE/COUNTY-  IN/WAYNE
 JZ1733  COUNTRY     -  US
 JZ1733  USGS QUAD   -  GREENS FORK (2019)
 JZ1733
 JZ1733                         *CURRENT SURVEY CONTROL
 JZ1733  ______________________________________________________________________
 JZ1733* NAD 83(1986) POSITION- 39 57 41.     (N) 085 01 19.     (W)   SCALED
 JZ1733* NAVD 88 ORTHO HEIGHT -   349.868 (meters)     1147.86  (feet) ADJUSTED
 JZ1733  ______________________________________________________________________
 JZ1733  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 JZ1733  DYNAMIC HEIGHT  -        349.671 (meters)     1147.21  (feet) COMP
 JZ1733  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 JZ1733
 JZ1733  VERT ORDER      -  SECOND    CLASS 0
 JZ1733
 JZ1733.The horizontal coordinates were scaled from a map and have
 JZ1733.an estimated accuracy of +/- 6 seconds.
 JZ1733
 JZ1733.The orthometric height was determined by differential leveling and
 JZ1733.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1733.in June 1991.
 JZ1733
 JZ1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1733.GEOID18 height accuracy estimate available here.
 JZ1733
 JZ1733.Click photographs - Photos may exist for this station.
 JZ1733
 JZ1733.The dynamic height is computed by dividing the NAVD 88
 JZ1733.geopotential number by the normal gravity value computed on the
 JZ1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1733.degrees latitude (g = 980.6199 gals.).
 JZ1733
 JZ1733.The modeled gravity was interpolated from observed gravity values.
 JZ1733
 JZ1733;                    North         East    Units  Estimated Accuracy
 JZ1733;SPC IN E     -   523,430.      155,090.      MT  (+/- 180 meters Scaled)
 JZ1733
 JZ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK689253(NAD 83)
 JZ1733
 JZ1733                          SUPERSEDED SURVEY CONTROL
 JZ1733
 JZ1733  NGVD 29 (??/??/92)  350.006  (m)         1148.31   (f) ADJ UNCH    2 0
 JZ1733
 JZ1733.Superseded values are not recommended for survey control.
 JZ1733
 JZ1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1733.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1733
 JZ1733_MARKER: DB = BENCH MARK DISK
 JZ1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1733_STAMPING: Q 230 1947
 JZ1733_MARK LOGO: CGS
 JZ1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1733+STABILITY: SURFACE MOTION
 JZ1733
 JZ1733  HISTORY     - Date     Condition        Report By
 JZ1733  HISTORY     - 1947     MONUMENTED       CGS
 JZ1733  HISTORY     - 20051026 POOR             GEOCAC
 JZ1733
 JZ1733                          STATION DESCRIPTION
 JZ1733
 JZ1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1733'1.6 MI NW FROM WILLIAMSBURG.
 JZ1733'ABOUT 1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE
 JZ1733'CROSSROADS AT WILLIAMSBURG, AT THE Y JUNCTION OF A ROAD LEADING
 JZ1733'WEST, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 42 FEET
 JZ1733'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET WEST OF A
 JZ1733'HIGHWAY R/W MARKER POST, 52.5 FEET EAST OF A HIGHWAY R/W MARKER
 JZ1733'POST, 1.3 FEET NORTH OF THE FENCE LINE, 21 FEET SOUTH OF THE
 JZ1733'EAST END OF THE SOUTH HEAD WALL OF A PIPE CULVERT UNDER THE
 JZ1733'ROAD WEST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JZ1733'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1733'PROJECTING 4 INCHES.
 JZ1733
 JZ1733                          STATION RECOVERY (2005)
 JZ1733
 JZ1733'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1733'N 39 57.680, W 85 1.301 (CONSUMER-GRADE GPS)
 JZ1733'THERE IS A CONCRETE POST WITH A BENCHMARK MOUNTING POST AT THE
 JZ1733'DESCRIBED LOCATION.  THE BENCHMARK DISK IS MISSING.
 JZ1733'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1066 ***********************************************************************
 LA1066  DESIGNATION -  Q 231
 LA1066  PID         -  LA1066
 LA1066  STATE/COUNTY-  IN/JAY
 LA1066  COUNTRY     -  US
 LA1066  USGS QUAD   -  RIDGEVILLE (2019)
 LA1066
 LA1066                         *CURRENT SURVEY CONTROL
 LA1066  ______________________________________________________________________
 LA1066* NAD 83(1986) POSITION- 40 19 24.     (N) 085 02 43.     (W)   SCALED
 LA1066* NAVD 88 ORTHO HEIGHT -   303.573 (meters)      995.97  (feet) ADJUSTED
 LA1066  ______________________________________________________________________
 LA1066  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 LA1066  DYNAMIC HEIGHT  -        303.417 (meters)      995.46  (feet) COMP
 LA1066  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 LA1066
 LA1066  VERT ORDER      -  SECOND    CLASS 0
 LA1066
 LA1066.The horizontal coordinates were scaled from a map and have
 LA1066.an estimated accuracy of +/- 6 seconds.
 LA1066
 LA1066.The orthometric height was determined by differential leveling and
 LA1066.adjusted by the NATIONAL GEODETIC SURVEY
 LA1066.in June 1991.
 LA1066
 LA1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1066.GEOID18 height accuracy estimate available here.
 LA1066
 LA1066.Click photographs - Photos may exist for this station.
 LA1066
 LA1066.The dynamic height is computed by dividing the NAVD 88
 LA1066.geopotential number by the normal gravity value computed on the
 LA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1066.degrees latitude (g = 980.6199 gals.).
 LA1066
 LA1066.The modeled gravity was interpolated from observed gravity values.
 LA1066
 LA1066;                    North         East    Units  Estimated Accuracy
 LA1066;SPC IN E     -   563,600.      152,810.      MT  (+/- 180 meters Scaled)
 LA1066
 LA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK660654(NAD 83)
 LA1066
 LA1066                          SUPERSEDED SURVEY CONTROL
 LA1066
 LA1066  NGVD 29 (??/??/92)  303.718  (m)          996.45   (f) ADJ UNCH    2 0
 LA1066
 LA1066.Superseded values are not recommended for survey control.
 LA1066
 LA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1066.See file dsdata.pdf to determine how the superseded data were derived.
 LA1066
 LA1066_MARKER: DB = BENCH MARK DISK
 LA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1066_STAMPING: Q 231 1947
 LA1066_MARK LOGO: CGS
 LA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1066+STABILITY: SURFACE MOTION
 LA1066
 LA1066  HISTORY     - Date     Condition        Report By
 LA1066  HISTORY     - 1947     MONUMENTED       CGS
 LA1066
 LA1066                          STATION DESCRIPTION
 LA1066
 LA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1066'2.6 MI E FROM POWERS.
 LA1066'ABOUT 2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 LA1066'POWERS, AT THE INTERSECTION OF A NORTHWEST-SOUTHEAST BLACK TOP ROAD,
 LA1066'38 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 52
 LA1066'FEET WEST OF THE NORTH END OF A 14-INCH CORRUGATED PIPE CULVERT
 LA1066'UNDER EAST-WEST ROAD, 31 FEET WEST OF A FENCE CORNER POST, 1 FOOT
 LA1066'SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA1066'18 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 FOOT BELOW
 LA1066'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1066'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE NEW MT. PLEASANT
 LA1066'M.E. CHURCH AT NEW MT. PLEASANT BY GOING ABOUT 2.35 MILES
 LA1066'SOUTHEAST ALONG A BLACK TOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0400 ***********************************************************************
 LA0400  DESIGNATION -  Q 232
 LA0400  PID         -  LA0400
 LA0400  STATE/COUNTY-  IN/RANDOLPH
 LA0400  COUNTRY     -  US
 LA0400  USGS QUAD   -  WINCHESTER (2019)
 LA0400
 LA0400                         *CURRENT SURVEY CONTROL
 LA0400  ______________________________________________________________________
 LA0400* NAD 83(1986) POSITION- 40 13 19.     (N) 084 58 32.     (W)   SCALED
 LA0400* NAVD 88 ORTHO HEIGHT -   321.653 (meters)     1055.29  (feet) ADJUSTED
 LA0400  ______________________________________________________________________
 LA0400  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 LA0400  DYNAMIC HEIGHT  -        321.484 (meters)     1054.74  (feet) COMP
 LA0400  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 LA0400
 LA0400  VERT ORDER      -  SECOND    CLASS 0
 LA0400
 LA0400.The horizontal coordinates were scaled from a map and have
 LA0400.an estimated accuracy of +/- 6 seconds.
 LA0400
 LA0400.The orthometric height was determined by differential leveling and
 LA0400.adjusted by the NATIONAL GEODETIC SURVEY
 LA0400.in June 1991.
 LA0400
 LA0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0400.GEOID18 height accuracy estimate available here.
 LA0400
 LA0400.Click photographs - Photos may exist for this station.
 LA0400
 LA0400.The dynamic height is computed by dividing the NAVD 88
 LA0400.geopotential number by the normal gravity value computed on the
 LA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0400.degrees latitude (g = 980.6199 gals.).
 LA0400
 LA0400.The modeled gravity was interpolated from observed gravity values.
 LA0400
 LA0400;                    North         East    Units  Estimated Accuracy
 LA0400;SPC IN E     -   552,390.      158,820.      MT  (+/- 180 meters Scaled)
 LA0400
 LA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722543(NAD 83)
 LA0400
 LA0400                          SUPERSEDED SURVEY CONTROL
 LA0400
 LA0400  NGVD 29 (??/??/92)  321.798  (m)         1055.77   (f) ADJ UNCH    2 0
 LA0400
 LA0400.Superseded values are not recommended for survey control.
 LA0400
 LA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0400.See file dsdata.pdf to determine how the superseded data were derived.
 LA0400
 LA0400_MARKER: DB = BENCH MARK DISK
 LA0400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0400_SP_SET: CULVERT HEADWALL
 LA0400_STAMPING: Q 232 1947
 LA0400_MARK LOGO: CGS
 LA0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0400+STABILITY: SURFACE MOTION
 LA0400
 LA0400  HISTORY     - Date     Condition        Report By
 LA0400  HISTORY     - 1947     MONUMENTED       CGS
 LA0400
 LA0400                          STATION DESCRIPTION
 LA0400
 LA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0400'3.6 MI N FROM WINCHESTER.
 LA0400'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 LA0400'AT WINCHESTER, ABOUT 1.05 MILE SOUTH OF A CROSSROAD AND CHRISTIAN
 LA0400'CHURCH, AT AN EAST-WEST CROSSROAD, SET IN THE TOP OF THE NORTH
 LA0400'END OF THE EAST CONCRETE HEAD WALL OF A 3-FOOT CORRUGATED PIPE
 LA0400'CULVERT UNDER THE HIGHWAY, 162 FEET SOUTH OF THE CENTER LINE OF
 LA0400'THE GRAVEL ROAD, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0400'1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL
 LA0400'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0401 ***********************************************************************
 LA0401  DESIGNATION -  Q 232 RESET
 LA0401  PID         -  LA0401
 LA0401  STATE/COUNTY-  IN/RANDOLPH
 LA0401  COUNTRY     -  US
 LA0401  USGS QUAD   -  WINCHESTER (2019)
 LA0401
 LA0401                         *CURRENT SURVEY CONTROL
 LA0401  ______________________________________________________________________
 LA0401* NAD 83(1986) POSITION- 40 13 19.     (N) 084 58 32.     (W)   SCALED
 LA0401* NAVD 88 ORTHO HEIGHT -   321.21  (meters)     1053.8   (feet) RESET
 LA0401  ______________________________________________________________________
 LA0401  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 LA0401  VERT ORDER      -  THIRD
 LA0401
 LA0401.The horizontal coordinates were scaled from a map and have
 LA0401.an estimated accuracy of +/- 6 seconds.
 LA0401
 LA0401.The orthometric height was computed from unverified reset data.
 LA0401
 LA0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0401.GEOID18 height accuracy estimate available here.
 LA0401
 LA0401.Click photographs - Photos may exist for this station.
 LA0401
 LA0401;                    North         East    Units  Estimated Accuracy
 LA0401;SPC IN E     -   552,390.      158,820.      MT  (+/- 180 meters Scaled)
 LA0401
 LA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722543(NAD 83)
 LA0401
 LA0401                          SUPERSEDED SURVEY CONTROL
 LA0401
 LA0401  NGVD 29 (??/??/??)  321.35   (m)         1054.3    (f) RESET       3  
 LA0401
 LA0401.Superseded values are not recommended for survey control.
 LA0401
 LA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0401.See file dsdata.pdf to determine how the superseded data were derived.
 LA0401
 LA0401_MARKER: DB = BENCH MARK DISK
 LA0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0401_STAMPING: Q 232 RESET 1965
 LA0401_MARK LOGO: CGS
 LA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0401+STABILITY: SURFACE MOTION
 LA0401
 LA0401  HISTORY     - Date     Condition        Report By
 LA0401  HISTORY     - 1965     MONUMENTED       INHD
 LA0401
 LA0401                          STATION DESCRIPTION
 LA0401
 LA0401'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0401'3.6 MI N FROM WINCHESTER.
 LA0401'NEW BENCH MARK IS 49 FEET WEST AND 10 FEET NORTH OF ORIGINAL
 LA0401'BENCH MARK, 58 FEET WEST OF THE CENTER OF THE NEW 24 FEET CONCRETE
 LA0401'PAVEMENT, AND 139 FEET SOUTH OF RANDOLPH COUNTY ROAD (400 N.).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1279 ***********************************************************************
 LA1279  DESIGNATION -  Q 234
 LA1279  PID         -  LA1279
 LA1279  STATE/COUNTY-  IN/MADISON
 LA1279  COUNTRY     -  US
 LA1279  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1279
 LA1279                         *CURRENT SURVEY CONTROL
 LA1279  ______________________________________________________________________
 LA1279* NAD 83(1986) POSITION- 40 05 29.     (N) 085 42 03.     (W)   SCALED
 LA1279* NAVD 88 ORTHO HEIGHT -   266.457 (meters)      874.20  (feet) ADJUSTED
 LA1279  ______________________________________________________________________
 LA1279  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 LA1279  DYNAMIC HEIGHT  -        266.311 (meters)      873.72  (feet) COMP
 LA1279  MODELED GRAVITY -    980,073.0   (mgal)                       NAVD 88
 LA1279
 LA1279  VERT ORDER      -  FIRST     CLASS II
 LA1279
 LA1279.The horizontal coordinates were scaled from a map and have
 LA1279.an estimated accuracy of +/- 6 seconds.
 LA1279
 LA1279.The orthometric height was determined by differential leveling and
 LA1279.adjusted by the NATIONAL GEODETIC SURVEY
 LA1279.in June 1991.
 LA1279
 LA1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1279.GEOID18 height accuracy estimate available here.
 LA1279
 LA1279.Click photographs - Photos may exist for this station.
 LA1279
 LA1279.The dynamic height is computed by dividing the NAVD 88
 LA1279.geopotential number by the normal gravity value computed on the
 LA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1279.degrees latitude (g = 980.6199 gals.).
 LA1279
 LA1279.The modeled gravity was interpolated from observed gravity values.
 LA1279
 LA1279;                    North         East    Units  Estimated Accuracy
 LA1279;SPC IN E     -   537,670.       97,090.      MT  (+/- 180 meters Scaled)
 LA1279
 LA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK107387(NAD 83)
 LA1279
 LA1279                          SUPERSEDED SURVEY CONTROL
 LA1279
 LA1279  NGVD 29 (??/??/92)  266.594  (m)          874.65   (f) ADJ UNCH    1 2
 LA1279
 LA1279.Superseded values are not recommended for survey control.
 LA1279
 LA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1279.See file dsdata.pdf to determine how the superseded data were derived.
 LA1279
 LA1279_MARKER: DB = BENCH MARK DISK
 LA1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1279_STAMPING: Q 234 1947
 LA1279_MARK LOGO: CGS
 LA1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1279+STABILITY: SURFACE MOTION
 LA1279
 LA1279  HISTORY     - Date     Condition        Report By
 LA1279  HISTORY     - 1947     MONUMENTED       CGS
 LA1279
 LA1279                          STATION DESCRIPTION
 LA1279
 LA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1279'1.4 MI SW FROM ANDERSON.
 LA1279'ABOUT 1.45 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1279'FROM THE STATION AT ANDERSON, ABOUT 9 RAILS NORTHEAST OF THE
 LA1279'CROSSING OF WEST 25TH STREET NORTHEAST AND ACROSS 25TH STREET
 LA1279'FROM THE GUIDE LAMP PLANT, 3 RAILS NORTHEAST OF MILE POST
 LA1279'249, 19 FEET NORTHWEST OF THE NORTHWEST RAIL, 33.5 FEET SOUTHWEST
 LA1279'OF A SEMAPHORE SIGNAL POST, 7 FEET SOUTHWEST OF A POLE, 14
 LA1279'FEET SOUTHEAST OF THE CENTER LINE OF A CINDER ALLEY, 1.5 FEET
 LA1279'NORTHEAST OF A WHITE WOODEN WITNESS POST, 5.5 FEET BELOW THE
 LA1279'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0289 ***********************************************************************
 KA0289  DESIGNATION -  Q 235
 KA0289  PID         -  KA0289
 KA0289  STATE/COUNTY-  IN/MARION
 KA0289  COUNTRY     -  US
 KA0289  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0289
 KA0289                         *CURRENT SURVEY CONTROL
 KA0289  ______________________________________________________________________
 KA0289* NAD 83(1986) POSITION- 39 49 31.     (N) 086 03 26.     (W)   SCALED
 KA0289* NAVD 88 ORTHO HEIGHT -   257.582 (meters)      845.08  (feet) ADJUSTED
 KA0289  ______________________________________________________________________
 KA0289  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 KA0289  DYNAMIC HEIGHT  -        257.438 (meters)      844.61  (feet) COMP
 KA0289  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 KA0289
 KA0289  VERT ORDER      -  FIRST     CLASS II
 KA0289
 KA0289.The horizontal coordinates were scaled from a map and have
 KA0289.an estimated accuracy of +/- 6 seconds.
 KA0289
 KA0289.The orthometric height was determined by differential leveling and
 KA0289.adjusted by the NATIONAL GEODETIC SURVEY
 KA0289.in June 1991.
 KA0289
 KA0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0289.GEOID18 height accuracy estimate available here.
 KA0289
 KA0289.Click photographs - Photos may exist for this station.
 KA0289
 KA0289.The dynamic height is computed by dividing the NAVD 88
 KA0289.geopotential number by the normal gravity value computed on the
 KA0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0289.degrees latitude (g = 980.6199 gals.).
 KA0289
 KA0289.The modeled gravity was interpolated from observed gravity values.
 KA0289
 KA0289;                    North         East    Units  Estimated Accuracy
 KA0289;SPC IN E     -   508,190.       66,570.      MT  (+/- 180 meters Scaled)
 KA0289
 KA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK806087(NAD 83)
 KA0289
 KA0289                          SUPERSEDED SURVEY CONTROL
 KA0289
 KA0289  NGVD 29 (??/??/92)  257.720  (m)          845.54   (f) ADJ UNCH    1 2
 KA0289
 KA0289.Superseded values are not recommended for survey control.
 KA0289
 KA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0289.See file dsdata.pdf to determine how the superseded data were derived.
 KA0289
 KA0289_MARKER: DB = BENCH MARK DISK
 KA0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0289_SP_SET: BOX CULVERT HEADWALL
 KA0289_STAMPING: Q 235 1947
 KA0289_MARK LOGO: CGS
 KA0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0289+STABILITY: SURFACE MOTION
 KA0289
 KA0289  HISTORY     - Date     Condition        Report By
 KA0289  HISTORY     - 1947     MONUMENTED       CGS
 KA0289  HISTORY     - 1976     GOOD             LOCSUR
 KA0289  HISTORY     - 19950914 GOOD             USPSQD
 KA0289
 KA0289                          STATION DESCRIPTION
 KA0289
 KA0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0289'2 MI SW FROM LAWRENCE.
 KA0289'ABOUT 1.95 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0289'FROM THE STATION AT LAWRENCE, ABOUT 4 RAILS SOUTHWEST OF THE
 KA0289'OVER PASS OF STATE HIGHWAY 67, SET IN THE TOP OF THE NORTHEAST
 KA0289'END OF THE NORTHEAST HEAD WALL OF 9 BY 4 FOOT CONCRETE RAILROAD
 KA0289'BOX CULVERT NO. 459, 7.1 FEET NORTHWEST OF THE NORTHWEST RAIL
 KA0289'AND ABOUT 0.5 FOOT BELOW THE TRACK.
 KA0289
 KA0289                          STATION RECOVERY (1976)
 KA0289
 KA0289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0289'RECOVERED IN GOOD CONDITION.
 KA0289
 KA0289                          STATION RECOVERY (1995)
 KA0289
 KA0289'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1580 ***********************************************************************
 LA1580  DESIGNATION -  Q 237
 LA1580  PID         -  LA1580
 LA1580  STATE/COUNTY-  IN/HAMILTON
 LA1580  COUNTRY     -  US
 LA1580  USGS QUAD   -  RIVERWOOD (2019)
 LA1580
 LA1580                         *CURRENT SURVEY CONTROL
 LA1580  ______________________________________________________________________
 LA1580* NAD 83(1986) POSITION- 40 01 32.35   (N) 085 59 58.46   (W)   HD_HELD1
 LA1580* NAVD 88 ORTHO HEIGHT -   237.294 (meters)      778.52  (feet) ADJUSTED
 LA1580  ______________________________________________________________________
 LA1580  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 LA1580  DYNAMIC HEIGHT  -        237.164 (meters)      778.10  (feet) COMP
 LA1580  MODELED GRAVITY -    980,072.1   (mgal)                       NAVD 88
 LA1580
 LA1580  VERT ORDER      -  SECOND    CLASS II
 LA1580
 LA1580.The horizontal coordinates were determined by differentially corrected
 LA1580.hand held GPS observations or other comparable positioning techniques
 LA1580.and have an estimated accuracy of +/- 3 meters.
 LA1580
 LA1580.The orthometric height was determined by differential leveling and
 LA1580.adjusted by the NATIONAL GEODETIC SURVEY
 LA1580.in June 1991.
 LA1580
 LA1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1580.GEOID18 height accuracy estimate available here.
 LA1580
 LA1580.Click photographs - Photos may exist for this station.
 LA1580
 LA1580.The dynamic height is computed by dividing the NAVD 88
 LA1580.geopotential number by the normal gravity value computed on the
 LA1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1580.degrees latitude (g = 980.6199 gals.).
 LA1580
 LA1580.The modeled gravity was interpolated from observed gravity values.
 LA1580
 LA1580;                    North         East    Units  Estimated Accuracy
 LA1580;SPC IN E     -   530,419.0      71,583.5     MT  (+/- 3 meters HH1 GPS) 
 LA1580
 LA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8536531083(NAD 83)
 LA1580
 LA1580                          SUPERSEDED SURVEY CONTROL
 LA1580
 LA1580  NGVD 29 (??/??/92)  237.424  (m)          778.95   (f) ADJ UNCH    2 0
 LA1580
 LA1580.Superseded values are not recommended for survey control.
 LA1580
 LA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1580.See file dsdata.pdf to determine how the superseded data were derived.
 LA1580
 LA1580_MARKER: DB = BENCH MARK DISK
 LA1580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1580_SP_SET: CULVERT HEADWALL
 LA1580_STAMPING: Q 237 1947
 LA1580_MARK LOGO: CGS
 LA1580_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1580+STABILITY: SURFACE MOTION
 LA1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1580+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 LA1580
 LA1580  HISTORY     - Date     Condition        Report By
 LA1580  HISTORY     - 1947     MONUMENTED       CGS
 LA1580  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 LA1580  HISTORY     - 19980318 GOOD             SEC
 LA1580  HISTORY     - 20140210 GOOD             USI
 LA1580  HISTORY     - 20220803 GOOD             IN-057
 LA1580
 LA1580                          STATION DESCRIPTION
 LA1580
 LA1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1580'1 MI SE FROM NOBLESVILLE.
 LA1580'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 238 FROM THE 3RD
 LA1580'WARD GRAMMAR SCHOOL AND THE JUNCTION OF STATE HIGHWAY 37 AT
 LA1580'NOBLESVIILE, ABOUT 0.5 MILE NORTHWEST OF THE JUNCTION OF A BLACK
 LA1580'TOP ROAD SOUTH, 0.35 MILE SOUTHEAST OF THE STEEL BRIDGE OVER
 LA1580'STONEY CREEK, SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 LA1580'HEAD WALL OF A 12-INCH PIPE CULVERT, 13.5 FEET NORTHEAST OF THE
 LA1580'CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF POWER POLE NO. 59/228,
 LA1580'AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1580
 LA1580                          STATION RECOVERY (1995)
 LA1580
 LA1580'RECOVERY NOTE BY US POWER SQUADRON 1995
 LA1580'MARK NOT FOUND.
 LA1580
 LA1580                          STATION RECOVERY (1998)
 LA1580
 LA1580'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LA1580'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL MEASUREMENTS-- 4.5
 LA1580'METERS (14.8 FT) NORTHEAST OF THE CENTERLINE OF PAVEMENT,  12.25
 LA1580'METERS (40.19 FT) 180 DEGREE AZIMUTH FROM UTILITY POLE NO. 183-915,
 LA1580'16.25 METERS (53.31 FT) 200 DEGREE AZIMUTH FROM SOUTHEAST CORNER OF
 LA1580'VINYL SIDED ADDITION TO HOUSE AT ADDRESS NO. 2130,  3.71 METERS (12.17
 LA1580'FT) 175 DEGREE AZIMUTH FROM SOUTHEAST FACE OF UTILITY POLE NO.
 LA1580'059-288.  DESCRIBED BY JEFF KONDY
 LA1580
 LA1580                          STATION RECOVERY (2014)
 LA1580
 LA1580'RECOVERY NOTE BY USI CONSULTANTS INC 2014 (DJB)
 LA1580'RECOVERED IN GOOD CONDITION.
 LA1580
 LA1580                          STATION RECOVERY (2022)
 LA1580
 LA1580'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1580'BENCH MARK FOUND ON TOP OF CONCRETE HEADWALL FOR CULVERT ON NORTHSIDE
 LA1580'OF GREENFIELD AVENUE APPROXIMATELY 1200 FT (365.8 M) WEST OF S.R. 37
 LA1580'AND 65 FT (19.8 M) WEST OF THE CENTERLINE OF DRIVEWAY FOR CHURCH ON
 LA1580'NORTHSIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2346 ***********************************************************************
 JZ2346  DESIGNATION -  Q 238
 JZ2346  PID         -  JZ2346
 JZ2346  STATE/COUNTY-  IN/SHELBY
 JZ2346  COUNTRY     -  US
 JZ2346  USGS QUAD   -  BOGGSTOWN (2019)
 JZ2346
 JZ2346                         *CURRENT SURVEY CONTROL
 JZ2346  ______________________________________________________________________
 JZ2346* NAD 83(1986) POSITION- 39 36 31.2    (N) 085 53 47.4    (W)   HD_HELD2
 JZ2346* NAVD 88 ORTHO HEIGHT -   237.942 (meters)      780.65  (feet) ADJUSTED
 JZ2346  ______________________________________________________________________
 JZ2346  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 JZ2346  DYNAMIC HEIGHT  -        237.807 (meters)      780.21  (feet) COMP
 JZ2346  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 JZ2346
 JZ2346  VERT ORDER      -  FIRST     CLASS II
 JZ2346
 JZ2346.The horizontal coordinates were established by autonomous hand held GPS
 JZ2346.observations and have an estimated accuracy of +/- 10 meters.
 JZ2346
 JZ2346.The orthometric height was determined by differential leveling and
 JZ2346.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2346.in June 1991.
 JZ2346
 JZ2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2346.GEOID18 height accuracy estimate available here.
 JZ2346
 JZ2346.Click photographs - Photos may exist for this station.
 JZ2346
 JZ2346.The dynamic height is computed by dividing the NAVD 88
 JZ2346.geopotential number by the normal gravity value computed on the
 JZ2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2346.degrees latitude (g = 980.6199 gals.).
 JZ2346
 JZ2346.The modeled gravity was interpolated from observed gravity values.
 JZ2346
 JZ2346;                    North         East    Units  Estimated Accuracy
 JZ2346;SPC IN E     -   484,094.       80,263.      MT  (+/- 10 meters HH2 GPS)
 JZ2346
 JZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9473184906(NAD 83)
 JZ2346
 JZ2346                          SUPERSEDED SURVEY CONTROL
 JZ2346
 JZ2346  NGVD 29 (??/??/92)  238.059  (m)          781.03   (f) ADJ UNCH    1 2
 JZ2346
 JZ2346.Superseded values are not recommended for survey control.
 JZ2346
 JZ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2346.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2346
 JZ2346_MARKER: DB = BENCH MARK DISK
 JZ2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2346_STAMPING: Q 238 1947
 JZ2346_MARK LOGO: CGS
 JZ2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2346+STABILITY: SURFACE MOTION
 JZ2346
 JZ2346  HISTORY     - Date     Condition        Report By
 JZ2346  HISTORY     - 1947     MONUMENTED       CGS
 JZ2346  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2346
 JZ2346                          STATION DESCRIPTION
 JZ2346
 JZ2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2346'2.3 MI NW FROM FAIRLAND.
 JZ2346'ABOUT 2.3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2346'FROM THE STATION AT FAIRLAND, SET IN THE NORTHWEST ANGLE OF A
 JZ2346'NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT 2 1/2 POLES NORTHWEST
 JZ2346'OF POLE 91/25, 36 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET
 JZ2346'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A CONCRETE
 JZ2346'FENCE CORNER POST, 2 FEET SOUTHWEST OF THE R/W FENCE LINE, 1 FOOT
 JZ2346'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 JZ2346'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ2346'INCHES.
 JZ2346
 JZ2346                          STATION RECOVERY (1986)
 JZ2346
 JZ2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2548 ***********************************************************************
 JZ2548  DESIGNATION -  Q 239
 JZ2548  PID         -  JZ2548
 JZ2548  STATE/COUNTY-  IN/SHELBY
 JZ2548  COUNTRY     -  US
 JZ2548  USGS QUAD   -  MORRISTOWN (2019)
 JZ2548
 JZ2548                         *CURRENT SURVEY CONTROL
 JZ2548  ______________________________________________________________________
 JZ2548* NAD 83(1986) POSITION- 39 40 25.     (N) 085 42 04.     (W)   SCALED
 JZ2548* NAVD 88 ORTHO HEIGHT -   252.967 (meters)      829.94  (feet) ADJUSTED
 JZ2548  ______________________________________________________________________
 JZ2548  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 JZ2548  DYNAMIC HEIGHT  -        252.820 (meters)      829.46  (feet) COMP
 JZ2548  MODELED GRAVITY -    980,038.0   (mgal)                       NAVD 88
 JZ2548
 JZ2548  VERT ORDER      -  SECOND    CLASS 0
 JZ2548
 JZ2548.The horizontal coordinates were scaled from a map and have
 JZ2548.an estimated accuracy of +/- 6 seconds.
 JZ2548
 JZ2548.The orthometric height was determined by differential leveling and
 JZ2548.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2548.in June 1991.
 JZ2548
 JZ2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2548.GEOID18 height accuracy estimate available here.
 JZ2548
 JZ2548.Click photographs - Photos may exist for this station.
 JZ2548
 JZ2548.The dynamic height is computed by dividing the NAVD 88
 JZ2548.geopotential number by the normal gravity value computed on the
 JZ2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2548.degrees latitude (g = 980.6199 gals.).
 JZ2548
 JZ2548.The modeled gravity was interpolated from observed gravity values.
 JZ2548
 JZ2548;                    North         East    Units  Estimated Accuracy
 JZ2548;SPC IN E     -   491,280.       97,050.      MT  (+/- 180 meters Scaled)
 JZ2548
 JZ2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ114923(NAD 83)
 JZ2548
 JZ2548                          SUPERSEDED SURVEY CONTROL
 JZ2548
 JZ2548  NGVD 29 (??/??/92)  253.089  (m)          830.34   (f) ADJ UNCH    2 0
 JZ2548
 JZ2548.Superseded values are not recommended for survey control.
 JZ2548
 JZ2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2548.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2548
 JZ2548_MARKER: DB = BENCH MARK DISK
 JZ2548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2548_SP_SET: BUILDING
 JZ2548_STAMPING: Q 239 1947
 JZ2548_MARK LOGO: CGS
 JZ2548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2548
 JZ2548  HISTORY     - Date     Condition        Report By
 JZ2548  HISTORY     - 1947     MONUMENTED       CGS
 JZ2548
 JZ2548                          STATION DESCRIPTION
 JZ2548
 JZ2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2548'AT MORRISTOWN.
 JZ2548'AT MORRISTOWN, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 JZ2548'CORNER OF THE CONCRETE FOUNDATION OF HANOVER TOWNSHIP SCHOOL
 JZ2548'BUILDING, 1.5 FEET EAST OF THE CORNER AND 1.3 FEET ABOVE THE
 JZ2548'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2444 ***********************************************************************
 JZ2444  DESIGNATION -  Q 240
 JZ2444  PID         -  JZ2444
 JZ2444  STATE/COUNTY-  IN/HANCOCK
 JZ2444  COUNTRY     -  US
 JZ2444  USGS QUAD   -  PENDLETON (2019)
 JZ2444
 JZ2444                         *CURRENT SURVEY CONTROL
 JZ2444  ______________________________________________________________________
 JZ2444* NAD 83(1986) POSITION- 39 55 49.83   (N) 085 43 47.85   (W)   HD_HELD1
 JZ2444* NAVD 88 ORTHO HEIGHT -   276.129 (meters)      905.93  (feet) ADJUSTED
 JZ2444  ______________________________________________________________________
 JZ2444  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ2444  DYNAMIC HEIGHT  -        275.974 (meters)      905.42  (feet) COMP
 JZ2444  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 JZ2444
 JZ2444  VERT ORDER      -  SECOND    CLASS 0
 JZ2444
 JZ2444.The horizontal coordinates were determined by differentially corrected
 JZ2444.hand held GPS observations or other comparable positioning techniques
 JZ2444.and have an estimated accuracy of +/- 3 meters.
 JZ2444
 JZ2444.The orthometric height was determined by differential leveling and
 JZ2444.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2444.in June 1991.
 JZ2444
 JZ2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2444.GEOID18 height accuracy estimate available here.
 JZ2444
 JZ2444.Click photographs - Photos may exist for this station.
 JZ2444
 JZ2444.The dynamic height is computed by dividing the NAVD 88
 JZ2444.geopotential number by the normal gravity value computed on the
 JZ2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2444.degrees latitude (g = 980.6199 gals.).
 JZ2444
 JZ2444.The modeled gravity was interpolated from observed gravity values.
 JZ2444
 JZ2444;                    North         East    Units  Estimated Accuracy
 JZ2444;SPC IN E     -   519,803.9      94,590.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2444
 JZ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0852120816(NAD 83)
 JZ2444
 JZ2444                          SUPERSEDED SURVEY CONTROL
 JZ2444
 JZ2444  NGVD 29 (??/??/92)  276.257  (m)          906.35   (f) ADJ UNCH    2 0
 JZ2444
 JZ2444.Superseded values are not recommended for survey control.
 JZ2444
 JZ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2444.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2444
 JZ2444_MARKER: DB = BENCH MARK DISK
 JZ2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2444_STAMPING: Q 240 1947
 JZ2444_MARK LOGO: CGS
 JZ2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2444+STABILITY: SURFACE MOTION
 JZ2444
 JZ2444  HISTORY     - Date     Condition        Report By
 JZ2444  HISTORY     - 1947     MONUMENTED       CGS
 JZ2444
 JZ2444                          STATION DESCRIPTION
 JZ2444
 JZ2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2444'4.3 MI NE FROM EDEN.
 JZ2444'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 234 FROM THE
 JZ2444'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, THENCE 2.15 MILES
 JZ2444'NORTH ALONG A NORTH-SOUTH ROAD, ABOUT 1.0 MILE SOUTH OF THE
 JZ2444'HANCOCK-MADISON COUNTY LINE, IN THE SOUTHWEST QUARTER OF AN
 JZ2444'INTERSECTION WITH AN EAST-WEST ROAD, 14 FEET WEST OF THE CENTER
 JZ2444'LINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTH OF THE CENTER LINE
 JZ2444'OF THE EAST-WEST ROAD, 13.5 FEET SOUTH OF A FENCE CORNER, 9 FEET
 JZ2444'SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, 1 1/2
 JZ2444'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ2444'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2444'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2545 ***********************************************************************
 JZ2545  DESIGNATION -  Q 242
 JZ2545  PID         -  JZ2545
 JZ2545  STATE/COUNTY-  IN/HANCOCK
 JZ2545  COUNTRY     -  US
 JZ2545  USGS QUAD   -  MORRISTOWN (2019)
 JZ2545
 JZ2545                         *CURRENT SURVEY CONTROL
 JZ2545  ______________________________________________________________________
 JZ2545* NAD 83(1986) POSITION- 39 42 10.     (N) 085 41 31.     (W)   SCALED
 JZ2545* NAVD 88 ORTHO HEIGHT -   253.725 (meters)      832.43  (feet) ADJUSTED
 JZ2545  ______________________________________________________________________
 JZ2545  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 JZ2545  DYNAMIC HEIGHT  -        253.577 (meters)      831.94  (feet) COMP
 JZ2545  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 JZ2545
 JZ2545  VERT ORDER      -  SECOND    CLASS 0
 JZ2545
 JZ2545.The horizontal coordinates were scaled from a map and have
 JZ2545.an estimated accuracy of +/- 6 seconds.
 JZ2545
 JZ2545.The orthometric height was determined by differential leveling and
 JZ2545.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2545.in June 1991.
 JZ2545
 JZ2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2545.GEOID18 height accuracy estimate available here.
 JZ2545
 JZ2545.Click photographs - Photos may exist for this station.
 JZ2545
 JZ2545.The dynamic height is computed by dividing the NAVD 88
 JZ2545.geopotential number by the normal gravity value computed on the
 JZ2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2545.degrees latitude (g = 980.6199 gals.).
 JZ2545
 JZ2545.The modeled gravity was interpolated from observed gravity values.
 JZ2545
 JZ2545;                    North         East    Units  Estimated Accuracy
 JZ2545;SPC IN E     -   494,520.       97,830.      MT  (+/- 180 meters Scaled)
 JZ2545
 JZ2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ121955(NAD 83)
 JZ2545
 JZ2545                          SUPERSEDED SURVEY CONTROL
 JZ2545
 JZ2545  NGVD 29 (??/??/92)  253.847  (m)          832.83   (f) ADJ UNCH    2 0
 JZ2545
 JZ2545.Superseded values are not recommended for survey control.
 JZ2545
 JZ2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2545.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2545
 JZ2545_MARKER: DB = BENCH MARK DISK
 JZ2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2545_STAMPING: Q 242 1947
 JZ2545_MARK LOGO: CGS
 JZ2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2545+STABILITY: SURFACE MOTION
 JZ2545
 JZ2545  HISTORY     - Date     Condition        Report By
 JZ2545  HISTORY     - 1947     MONUMENTED       CGS
 JZ2545  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2545
 JZ2545                          STATION DESCRIPTION
 JZ2545
 JZ2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2545'2.4 MI N FROM MORRISTOWN.
 JZ2545'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2545'AT MORRISTOWN, THENCE ABOUT 2.2 MILES NORTH ALONG A WINDING
 JZ2545'COUNTY ROAD LEADING TO WESTLAND, ABOUT 0.35 MILE NORTH OF THE
 JZ2545'SHELBY-HANCOCK COUNTY LINE, AT THE T JUNCTION OF A ROAD LEADING
 JZ2545'NORTHEAST AND EAST, 18.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JZ2545'SIDE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2545'ROAD, 143 FEET SOUTH OF THE SOUTH END OF THE STEEL BRIDGE OVER
 JZ2545'BIG BLUE RIVER, 7 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 JZ2545'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 JZ2545'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2545
 JZ2545                          STATION RECOVERY (2009)
 JZ2545
 JZ2545'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2545'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2511 ***********************************************************************
 JZ2511  DESIGNATION -  Q 243
 JZ2511  PID         -  JZ2511
 JZ2511  STATE/COUNTY-  IN/HANCOCK
 JZ2511  COUNTRY     -  US
 JZ2511  USGS QUAD   -  GREENFIELD (2019)
 JZ2511
 JZ2511                         *CURRENT SURVEY CONTROL
 JZ2511  ______________________________________________________________________
 JZ2511* NAD 83(1986) POSITION- 39 47 00.     (N) 085 48 08.     (W)   SCALED
 JZ2511* NAVD 88 ORTHO HEIGHT -   268.376 (meters)      880.50  (feet) ADJUSTED
 JZ2511  ______________________________________________________________________
 JZ2511  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 JZ2511  DYNAMIC HEIGHT  -        268.222 (meters)      879.99  (feet) COMP
 JZ2511  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2511
 JZ2511  VERT ORDER      -  SECOND    CLASS 0
 JZ2511
 JZ2511.The horizontal coordinates were scaled from a map and have
 JZ2511.an estimated accuracy of +/- 6 seconds.
 JZ2511
 JZ2511.The orthometric height was determined by differential leveling and
 JZ2511.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2511.in June 1991.
 JZ2511
 JZ2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2511.GEOID18 height accuracy estimate available here.
 JZ2511
 JZ2511.Click photographs - Photos may exist for this station.
 JZ2511
 JZ2511.The dynamic height is computed by dividing the NAVD 88
 JZ2511.geopotential number by the normal gravity value computed on the
 JZ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2511.degrees latitude (g = 980.6199 gals.).
 JZ2511
 JZ2511.The modeled gravity was interpolated from observed gravity values.
 JZ2511
 JZ2511;                    North         East    Units  Estimated Accuracy
 JZ2511;SPC IN E     -   503,470.       88,390.      MT  (+/- 180 meters Scaled)
 JZ2511
 JZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK025043(NAD 83)
 JZ2511
 JZ2511                          SUPERSEDED SURVEY CONTROL
 JZ2511
 JZ2511  NGVD 29 (??/??/92)  268.49   (m)          880.9    (f) COMPUTED    2 0
 JZ2511
 JZ2511.Superseded values are not recommended for survey control.
 JZ2511
 JZ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2511.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2511
 JZ2511_MARKER: DB = BENCH MARK DISK
 JZ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2511_STAMPING: Q 243 1947
 JZ2511_MARK LOGO: CGS
 JZ2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2511+STABILITY: SURFACE MOTION
 JZ2511
 JZ2511  HISTORY     - Date     Condition        Report By
 JZ2511  HISTORY     - 1947     MONUMENTED       CGS
 JZ2511  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2511
 JZ2511                          STATION DESCRIPTION
 JZ2511
 JZ2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2511'1.8 MI W FROM GREENFIELD.
 JZ2511'ABOUT 1.75 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE COURT HOUSE
 JZ2511'AT GREENFIELD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH
 JZ2511'A NORTH-SOUTH GRAVEL ROAD, 54 FEET WEST OF THE CENTER LINE OF
 JZ2511'THE NORTH-SOUTH ROAD, 29.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 JZ2511'HIGHWAY PAVEMENT, 33 FEET WEST OF A LARGE SYCAMORE TREE, 38.5
 JZ2511'FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 1 1/2
 JZ2511'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2511'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2511'ABOUT 5 INCHES.  NOTE-- THIS MARK IS ABOUT 2.3 MILES EAST ALONG
 JZ2511'HIGHWAY 40 FROM THE METHODIST CHURCH AT PHILADELPHIA.
 JZ2511
 JZ2511                          STATION RECOVERY (2009)
 JZ2511
 JZ2511'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2511'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2512 ***********************************************************************
 JZ2512  DESIGNATION -  Q 243 RESET
 JZ2512  PID         -  JZ2512
 JZ2512  STATE/COUNTY-  IN/HANCOCK
 JZ2512  COUNTRY     -  US
 JZ2512  USGS QUAD   -  GREENFIELD (2019)
 JZ2512
 JZ2512                         *CURRENT SURVEY CONTROL
 JZ2512  ______________________________________________________________________
 JZ2512* NAD 83(1986) POSITION- 39 47 00.     (N) 085 48 07.     (W)   SCALED
 JZ2512* NAVD 88 ORTHO HEIGHT -   268.85  (meters)      882.1   (feet) RESET
 JZ2512  ______________________________________________________________________
 JZ2512  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 JZ2512  VERT ORDER      -  THIRD
 JZ2512
 JZ2512.The horizontal coordinates were scaled from a map and have
 JZ2512.an estimated accuracy of +/- 6 seconds.
 JZ2512
 JZ2512.The orthometric height was computed from unverified reset data.
 JZ2512
 JZ2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2512.GEOID18 height accuracy estimate available here.
 JZ2512
 JZ2512.Click photographs - Photos may exist for this station.
 JZ2512
 JZ2512;                    North         East    Units  Estimated Accuracy
 JZ2512;SPC IN E     -   503,470.       88,410.      MT  (+/- 180 meters Scaled)
 JZ2512
 JZ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK025043(NAD 83)
 JZ2512
 JZ2512                          SUPERSEDED SURVEY CONTROL
 JZ2512
 JZ2512  NGVD 29 (??/??/??)  268.96   (m)          882.4    (f) RESET       3  
 JZ2512
 JZ2512.Superseded values are not recommended for survey control.
 JZ2512
 JZ2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2512.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2512
 JZ2512_MARKER: DB = BENCH MARK DISK
 JZ2512_SETTING: 0 = UNSPECIFIED SETTING
 JZ2512_STAMPING: Q 243 RESET 1957
 JZ2512_MARK LOGO: CGS
 JZ2512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2512
 JZ2512  HISTORY     - Date     Condition        Report By
 JZ2512  HISTORY     - 1957     MONUMENTED       LOCENG
 JZ2512
 JZ2512                          STATION DESCRIPTION
 JZ2512
 JZ2512'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 JZ2512'1.8 MI W FROM GREENFIELD.
 JZ2512'1.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 JZ2512'GREENFIELD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH A
 JZ2512'NORTH-SOUTH GRAVEL ROAD, 100 FEET WEST OF THE CENTERLINE OF THE
 JZ2512'NORTH-SOUTH ROAD, 28.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 JZ2512'HIGHWAY PAVEMENT, 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY LINE
 JZ2512'OF U.S. HIGHWAY 40 AND INSIDE A CURBED ISLAND BETWEEN THE
 JZ2512'EASTERNMOST AND CENTER DRIVES TO A FILLING STATION.  NOTE-- THIS
 JZ2512'MARK IS ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE
 JZ2512'METHODIST CHURCH AT PHILADELPHIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2617 ***********************************************************************
 JZ2617  DESIGNATION -  Q 244
 JZ2617  PID         -  JZ2617
 JZ2617  STATE/COUNTY-  IN/RUSH
 JZ2617  COUNTRY     -  US
 JZ2617  USGS QUAD   -  CARTHAGE (2019)
 JZ2617
 JZ2617                         *CURRENT SURVEY CONTROL
 JZ2617  ______________________________________________________________________
 JZ2617* NAD 83(1986) POSITION- 39 40 08.     (N) 085 34 34.     (W)   SCALED
 JZ2617* NAVD 88 ORTHO HEIGHT -   283.716 (meters)      930.82  (feet) ADJUSTED
 JZ2617  ______________________________________________________________________
 JZ2617  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 JZ2617  DYNAMIC HEIGHT  -        283.550 (meters)      930.28  (feet) COMP
 JZ2617  MODELED GRAVITY -    980,035.9   (mgal)                       NAVD 88
 JZ2617
 JZ2617  VERT ORDER      -  SECOND    CLASS 0
 JZ2617
 JZ2617.The horizontal coordinates were scaled from a map and have
 JZ2617.an estimated accuracy of +/- 6 seconds.
 JZ2617
 JZ2617.The orthometric height was determined by differential leveling and
 JZ2617.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2617.in June 1991.
 JZ2617
 JZ2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2617.GEOID18 height accuracy estimate available here.
 JZ2617
 JZ2617.Click photographs - Photos may exist for this station.
 JZ2617
 JZ2617.The dynamic height is computed by dividing the NAVD 88
 JZ2617.geopotential number by the normal gravity value computed on the
 JZ2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2617.degrees latitude (g = 980.6199 gals.).
 JZ2617
 JZ2617.The modeled gravity was interpolated from observed gravity values.
 JZ2617
 JZ2617;                    North         East    Units  Estimated Accuracy
 JZ2617;SPC IN E     -   490,760.      107,770.      MT  (+/- 180 meters Scaled)
 JZ2617
 JZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221919(NAD 83)
 JZ2617
 JZ2617                          SUPERSEDED SURVEY CONTROL
 JZ2617
 JZ2617  NGVD 29 (??/??/92)  283.840  (m)          931.23   (f) ADJ UNCH    2 0
 JZ2617
 JZ2617.Superseded values are not recommended for survey control.
 JZ2617
 JZ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2617.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2617
 JZ2617_MARKER: DB = BENCH MARK DISK
 JZ2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2617_STAMPING: Q 244 1947
 JZ2617_MARK LOGO: CGS
 JZ2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2617+STABILITY: SURFACE MOTION
 JZ2617
 JZ2617  HISTORY     - Date     Condition        Report By
 JZ2617  HISTORY     - 1947     MONUMENTED       CGS
 JZ2617  HISTORY     - 20220927 MARK NOT FOUND   INDOT
 JZ2617
 JZ2617                          STATION DESCRIPTION
 JZ2617
 JZ2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2617'1.8 MI N FROM ARLINGTON.
 JZ2617'ABOUT 1.8 MILE NORTH ALONG A PAVED ROAD LEADING TO CARTHAGE FROM
 JZ2617'THE POST OFFICE AT ARLINGTON, IN THE SOUTHEAST ANGLE OF THE
 JZ2617'INTERSECTION OF AN OFFSET EAST-WEST CROSS ROAD, 28 FEET EAST
 JZ2617'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE
 JZ2617'CENTER LINE OF THE ROAD LEADING EAST, 6.5 FEET WEST OF POWER
 JZ2617'POLE NUMBER 51, 11 FEET EAST OF A FENCE CORNER, 9 FEET EAST OF
 JZ2617'THE EAST END OF AN L SHAPED CONCRETE HEADWALL OF A PIPE CULVERT,
 JZ2617'1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ2617'WITNESS POST, 1 FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A
 JZ2617'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2617
 JZ2617                          STATION RECOVERY (2022)
 JZ2617
 JZ2617'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2355 ***********************************************************************
 JZ2355  DESIGNATION -  Q 245
 JZ2355  PID         -  JZ2355
 JZ2355  STATE/COUNTY-  IN/MARION
 JZ2355  COUNTRY     -  US
 JZ2355  USGS QUAD   -  ACTON (2019)
 JZ2355
 JZ2355                         *CURRENT SURVEY CONTROL
 JZ2355  ______________________________________________________________________
 JZ2355* NAD 83(1986) POSITION- 39 40 28.90   (N) 085 59 52.38   (W)   HD_HELD1
 JZ2355* NAVD 88 ORTHO HEIGHT -   249.473 (meters)      818.48  (feet) ADJUSTED
 JZ2355  ______________________________________________________________________
 JZ2355  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 JZ2355  DYNAMIC HEIGHT  -        249.331 (meters)      818.01  (feet) COMP
 JZ2355  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 JZ2355
 JZ2355  VERT ORDER      -  FIRST     CLASS II
 JZ2355
 JZ2355.The horizontal coordinates were determined by differentially corrected
 JZ2355.hand held GPS observations or other comparable positioning techniques
 JZ2355.and have an estimated accuracy of +/- 3 meters.
 JZ2355
 JZ2355.The orthometric height was determined by differential leveling and
 JZ2355.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2355.in June 1991.
 JZ2355
 JZ2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2355.GEOID18 height accuracy estimate available here.
 JZ2355
 JZ2355.Click photographs - Photos may exist for this station.
 JZ2355
 JZ2355.The dynamic height is computed by dividing the NAVD 88
 JZ2355.geopotential number by the normal gravity value computed on the
 JZ2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2355.degrees latitude (g = 980.6199 gals.).
 JZ2355
 JZ2355.The modeled gravity was interpolated from observed gravity values.
 JZ2355
 JZ2355;                    North         East    Units  Estimated Accuracy
 JZ2355;SPC IN E     -   491,452.1      71,583.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2355
 JZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8594592132(NAD 83)
 JZ2355
 JZ2355                          SUPERSEDED SURVEY CONTROL
 JZ2355
 JZ2355  NGVD 29 (??/??/92)  249.59   (m)          818.9    (f) COMPUTED    1 2
 JZ2355
 JZ2355.Superseded values are not recommended for survey control.
 JZ2355
 JZ2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2355.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2355
 JZ2355_MARKER: DB = BENCH MARK DISK
 JZ2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2355_STAMPING: Q 245 1947
 JZ2355_MARK LOGO: CGS
 JZ2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2355+STABILITY: SURFACE MOTION
 JZ2355
 JZ2355  HISTORY     - Date     Condition        Report By
 JZ2355  HISTORY     - 1947     MONUMENTED       CGS
 JZ2355  HISTORY     - 1976     GOOD             LOCSUR
 JZ2355  HISTORY     - 1986     GOOD             NGS
 JZ2355
 JZ2355                          STATION DESCRIPTION
 JZ2355
 JZ2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2355'2.1 MI NW FROM ACTON.
 JZ2355'ABOUT 2.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2355'FROM THE STATION AT ACTON, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 JZ2355'ABOUT 0.25 MILE NORTHWEST OF A NORTH-SOUTH GRAVEL ROAD CROSSING,
 JZ2355'48.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET NORTH OF THE
 JZ2355'CENTER LINE OF THE GRAVEL ROAD, 4.5 FEET NORTHWEST OF THE
 JZ2355'FENCE CORNER, 1.5 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET
 JZ2355'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 JZ2355'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ2355'INCHES.
 JZ2355
 JZ2355                          STATION RECOVERY (1976)
 JZ2355
 JZ2355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2355'RECOVERED IN GOOD CONDITION.
 JZ2355
 JZ2355                          STATION RECOVERY (1986)
 JZ2355
 JZ2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2355'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 JZ2355'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 465 FROM ITS JUNCTION WITH
 JZ2355'INTERSTATE HIGHWAY 74 IN SOUTHEAST INDIANAPOLIS, THENCE 6.5 KM (4.05
 JZ2355'MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.  ADD--AT THE
 JZ2355'INTERSECTION OF INDIAN CREEK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1111 ***********************************************************************
 LA1111  DESIGNATION -  Q 246
 LA1111  PID         -  LA1111
 LA1111  STATE/COUNTY-  IN/RANDOLPH
 LA1111  COUNTRY     -  US
 LA1111  USGS QUAD   -  MODOC (2019)
 LA1111
 LA1111                         *CURRENT SURVEY CONTROL
 LA1111  ______________________________________________________________________
 LA1111* NAD 83(1986) POSITION- 40 03 45.     (N) 085 10 45.     (W)   SCALED
 LA1111* NAVD 88 ORTHO HEIGHT -   331.495 (meters)     1087.58  (feet) ADJUSTED
 LA1111  ______________________________________________________________________
 LA1111  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 LA1111  DYNAMIC HEIGHT  -        331.314 (meters)     1086.99  (feet) COMP
 LA1111  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 LA1111
 LA1111  VERT ORDER      -  SECOND    CLASS 0
 LA1111
 LA1111.The horizontal coordinates were scaled from a map and have
 LA1111.an estimated accuracy of +/- 6 seconds.
 LA1111
 LA1111.The orthometric height was determined by differential leveling and
 LA1111.adjusted by the NATIONAL GEODETIC SURVEY
 LA1111.in June 1991.
 LA1111
 LA1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1111.GEOID18 height accuracy estimate available here.
 LA1111
 LA1111.Click photographs - Photos may exist for this station.
 LA1111
 LA1111.The dynamic height is computed by dividing the NAVD 88
 LA1111.geopotential number by the normal gravity value computed on the
 LA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1111.degrees latitude (g = 980.6199 gals.).
 LA1111
 LA1111.The modeled gravity was interpolated from observed gravity values.
 LA1111
 LA1111;                    North         East    Units  Estimated Accuracy
 LA1111;SPC IN E     -   534,570.      141,590.      MT  (+/- 180 meters Scaled)
 LA1111
 LA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK552362(NAD 83)
 LA1111
 LA1111                          SUPERSEDED SURVEY CONTROL
 LA1111
 LA1111  NGVD 29 (??/??/92)  331.632  (m)         1088.03   (f) ADJ UNCH    2 0
 LA1111
 LA1111.Superseded values are not recommended for survey control.
 LA1111
 LA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1111.See file dsdata.pdf to determine how the superseded data were derived.
 LA1111
 LA1111_MARKER: DB = BENCH MARK DISK
 LA1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1111_SP_SET: BRIDGE
 LA1111_STAMPING: Q 246 1947
 LA1111_MARK LOGO: CGS
 LA1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1111
 LA1111  HISTORY     - Date     Condition        Report By
 LA1111  HISTORY     - 1947     MONUMENTED       CGS
 LA1111
 LA1111                          STATION DESCRIPTION
 LA1111
 LA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1111'3.8 MI NW FROM MODOC.
 LA1111'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1111'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 2.8 MILES WEST
 LA1111'ALONG A GRAVEL ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 LA1111'NORTHWEST CONCRETE WING WALL OF A 50-FOOT STEEL BRIDGE OVER
 LA1111'LITTLE WHITE RIVER, 10 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LA1111'3 FEET BELOW THE ROAD, 2 EET NORTH OF THE WEST END OF THE STEEL
 LA1111'TRUSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1130 ***********************************************************************
 LA1130  DESIGNATION -  Q 247
 LA1130  PID         -  LA1130
 LA1130  STATE/COUNTY-  IN/HENRY
 LA1130  COUNTRY     -  US
 LA1130  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1130
 LA1130                         *CURRENT SURVEY CONTROL
 LA1130  ______________________________________________________________________
 LA1130* NAD 83(1986) POSITION- 40 03 17.     (N) 085 27 40.     (W)   SCALED
 LA1130* NAVD 88 ORTHO HEIGHT -   307.962 (meters)     1010.37  (feet) ADJUSTED
 LA1130  ______________________________________________________________________
 LA1130  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA1130  DYNAMIC HEIGHT  -        307.795 (meters)     1009.82  (feet) COMP
 LA1130  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 LA1130
 LA1130  VERT ORDER      -  SECOND    CLASS 0
 LA1130
 LA1130.The horizontal coordinates were scaled from a map and have
 LA1130.an estimated accuracy of +/- 6 seconds.
 LA1130
 LA1130.The orthometric height was determined by differential leveling and
 LA1130.adjusted by the NATIONAL GEODETIC SURVEY
 LA1130.in June 1991.
 LA1130
 LA1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1130.GEOID18 height accuracy estimate available here.
 LA1130
 LA1130.Click photographs - Photos may exist for this station.
 LA1130
 LA1130.The dynamic height is computed by dividing the NAVD 88
 LA1130.geopotential number by the normal gravity value computed on the
 LA1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1130.degrees latitude (g = 980.6199 gals.).
 LA1130
 LA1130.The modeled gravity was interpolated from observed gravity values.
 LA1130
 LA1130;                    North         East    Units  Estimated Accuracy
 LA1130;SPC IN E     -   533,610.      117,540.      MT  (+/- 180 meters Scaled)
 LA1130
 LA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK312349(NAD 83)
 LA1130
 LA1130                          SUPERSEDED SURVEY CONTROL
 LA1130
 LA1130  NGVD 29 (??/??/92)  308.094  (m)         1010.81   (f) ADJ UNCH    2 0
 LA1130
 LA1130.Superseded values are not recommended for survey control.
 LA1130
 LA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1130.See file dsdata.pdf to determine how the superseded data were derived.
 LA1130
 LA1130_MARKER: DB = BENCH MARK DISK
 LA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1130_STAMPING: Q 247 1947
 LA1130_MARK LOGO: CGS
 LA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1130+STABILITY: SURFACE MOTION
 LA1130
 LA1130  HISTORY     - Date     Condition        Report By
 LA1130  HISTORY     - 1947     MONUMENTED       CGS
 LA1130
 LA1130                          STATION DESCRIPTION
 LA1130
 LA1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1130'3.9 MI E FROM MIDDLETOWN.
 LA1130'ABOUT 3.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1130'AT MIDDLETOWN, AT A GRAVEL CROSS ROAD AT THE NORTHWEST CORNER
 LA1130'OF A WOODED LOT, 35 FEET SOUTH OF THE CENTER LINE OF THE BLACK
 LA1130'TOP ROAD, 14 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 17.5
 LA1130'FEET SOUTH OF A FENCE CORNER POST, 1 FOOT WEST OF THE WIRE FENCE,
 LA1130'ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1130'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1253 ***********************************************************************
 LA1253  DESIGNATION -  Q 248
 LA1253  PID         -  LA1253
 LA1253  STATE/COUNTY-  IN/HENRY
 LA1253  COUNTRY     -  US
 LA1253  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1253
 LA1253                         *CURRENT SURVEY CONTROL
 LA1253  ______________________________________________________________________
 LA1253* NAD 83(1986) POSITION- 40 00 17.35   (N) 085 28 16.59   (W)   HD_HELD1
 LA1253* NAVD 88 ORTHO HEIGHT -   319.373 (meters)     1047.81  (feet) ADJUSTED
 LA1253  ______________________________________________________________________
 LA1253  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LA1253  DYNAMIC HEIGHT  -        319.197 (meters)     1047.23  (feet) COMP
 LA1253  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 LA1253
 LA1253  VERT ORDER      -  SECOND    CLASS 0
 LA1253
 LA1253.The horizontal coordinates were determined by differentially corrected
 LA1253.hand held GPS observations or other comparable positioning techniques
 LA1253.and have an estimated accuracy of +/- 3 meters.
 LA1253
 LA1253.The orthometric height was determined by differential leveling and
 LA1253.adjusted by the NATIONAL GEODETIC SURVEY
 LA1253.in June 1991.
 LA1253
 LA1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1253.GEOID18 height accuracy estimate available here.
 LA1253
 LA1253.Click photographs - Photos may exist for this station.
 LA1253
 LA1253.The dynamic height is computed by dividing the NAVD 88
 LA1253.geopotential number by the normal gravity value computed on the
 LA1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1253.degrees latitude (g = 980.6199 gals.).
 LA1253
 LA1253.The modeled gravity was interpolated from observed gravity values.
 LA1253
 LA1253;                    North         East    Units  Estimated Accuracy
 LA1253;SPC IN E     -   528,071.0     116,683.5     MT  (+/- 3 meters HH1 GPS) 
 LA1253
 LA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3048529411(NAD 83)
 LA1253
 LA1253                          SUPERSEDED SURVEY CONTROL
 LA1253
 LA1253  NGVD 29 (??/??/92)  319.502  (m)         1048.23   (f) ADJ UNCH    2 0
 LA1253
 LA1253.Superseded values are not recommended for survey control.
 LA1253
 LA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1253.See file dsdata.pdf to determine how the superseded data were derived.
 LA1253
 LA1253_MARKER: DB = BENCH MARK DISK
 LA1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1253_STAMPING: Q 248 1947
 LA1253_MARK LOGO: CGS
 LA1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1253+STABILITY: SURFACE MOTION
 LA1253
 LA1253  HISTORY     - Date     Condition        Report By
 LA1253  HISTORY     - 1947     MONUMENTED       CGS
 LA1253
 LA1253                          STATION DESCRIPTION
 LA1253
 LA1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1253'6.6 MI SE FROM MIDDLETOWN.
 LA1253'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 LA1253'OFFICE AT MIDDLETOWN, THENCE ABOUT 3.0 MILES EAST ALONG U.S.
 LA1253'HIGHWAY 36, ABOUT 0.75 MILE EAST OF THE JUNCTION OF A BLACK
 LA1253'TOP ROAD LEADING NORTH TO HONEY CREEK AND A CHURCH, AT A CROSS
 LA1253'ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34.5
 LA1253'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 19 FEET WEST OF
 LA1253'A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT LEVEL
 LA1253'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1253'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1141 ***********************************************************************
 LA1141  DESIGNATION -  Q 249
 LA1141  PID         -  LA1141
 LA1141  STATE/COUNTY-  IN/DELAWARE
 LA1141  COUNTRY     -  US
 LA1141  USGS QUAD   -  MODOC (2019)
 LA1141
 LA1141                         *CURRENT SURVEY CONTROL
 LA1141  ______________________________________________________________________
 LA1141* NAD 83(1986) POSITION- 40 06 48.63   (N) 085 14 01.69   (W)   HD_HELD1
 LA1141* NAVD 88 ORTHO HEIGHT -   313.581 (meters)     1028.81  (feet) ADJUSTED
 LA1141  ______________________________________________________________________
 LA1141  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 LA1141  DYNAMIC HEIGHT  -        313.411 (meters)     1028.25  (feet) COMP
 LA1141  MODELED GRAVITY -    980,076.5   (mgal)                       NAVD 88
 LA1141
 LA1141  VERT ORDER      -  SECOND    CLASS 0
 LA1141
 LA1141.The horizontal coordinates were determined by differentially corrected
 LA1141.hand held GPS observations or other comparable positioning techniques
 LA1141.and have an estimated accuracy of +/- 3 meters.
 LA1141
 LA1141.The orthometric height was determined by differential leveling and
 LA1141.adjusted by the NATIONAL GEODETIC SURVEY
 LA1141.in June 1991.
 LA1141
 LA1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1141.GEOID18 height accuracy estimate available here.
 LA1141
 LA1141.Click photographs - Photos may exist for this station.
 LA1141
 LA1141.The dynamic height is computed by dividing the NAVD 88
 LA1141.geopotential number by the normal gravity value computed on the
 LA1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1141.degrees latitude (g = 980.6199 gals.).
 LA1141
 LA1141.The modeled gravity was interpolated from observed gravity values.
 LA1141
 LA1141;                    North         East    Units  Estimated Accuracy
 LA1141;SPC IN E     -   540,210.5     136,901.5     MT  (+/- 3 meters HH1 GPS) 
 LA1141
 LA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5051641850(NAD 83)
 LA1141
 LA1141                          SUPERSEDED SURVEY CONTROL
 LA1141
 LA1141  NGVD 29 (??/??/92)  313.718  (m)         1029.26   (f) ADJ UNCH    2 0
 LA1141
 LA1141.Superseded values are not recommended for survey control.
 LA1141
 LA1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1141.See file dsdata.pdf to determine how the superseded data were derived.
 LA1141
 LA1141_MARKER: DB = BENCH MARK DISK
 LA1141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1141_SP_SET: CULVERT HEADWALL
 LA1141_STAMPING: Q 249 1947
 LA1141_MARK LOGO: CGS
 LA1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1141+STABILITY: SURFACE MOTION
 LA1141
 LA1141  HISTORY     - Date     Condition        Report By
 LA1141  HISTORY     - 1947     MONUMENTED       CGS
 LA1141
 LA1141                          STATION DESCRIPTION
 LA1141
 LA1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1141'4 MI N FROM BLOUNTSVILLE.
 LA1141'ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL
 LA1141'BUILDING AT BLOUNTSVILLE, THENCE 0.25 MILE EAST AND 1.6 MILE
 LA1141'NORTH ALONG GRAVEL ROADS, ABOUT 0.5 MILE NORTH OF A CROSS ROAD
 LA1141'AND ABOUT 0.1 MILE SOUTH OF A CROSS ROAD, IN THE TOP OF THE NORTH
 LA1141'END OF THE WEST CONCRETE HEADWALL OF A 3-FOOT CULVERT, 14 FEET
 LA1141'WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF THE
 LA1141'NORTH END OF THE HEADWALL AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
 LA1141'NOTE-- THIS MARK IS ABOUT 1.0 MILE EAST AND 0.5 MILE NORTH ALONG
 LA1141'GRAVEL ROADS FROM GATES CORNER, DELAWARE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1156 ***********************************************************************
 LA1156  DESIGNATION -  Q 250
 LA1156  PID         -  LA1156
 LA1156  STATE/COUNTY-  IN/DELAWARE
 LA1156  COUNTRY     -  US
 LA1156  USGS QUAD   -  MUNCIE WEST (2019)
 LA1156
 LA1156                         *CURRENT SURVEY CONTROL
 LA1156  ______________________________________________________________________
 LA1156* NAD 83(1986) POSITION- 40 08 04.     (N) 085 22 34.     (W)   SCALED
 LA1156* NAVD 88 ORTHO HEIGHT -   295.327 (meters)      968.92  (feet) ADJUSTED
 LA1156  ______________________________________________________________________
 LA1156  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LA1156  DYNAMIC HEIGHT  -        295.167 (meters)      968.39  (feet) COMP
 LA1156  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 LA1156
 LA1156  VERT ORDER      -  SECOND    CLASS 0
 LA1156
 LA1156.The horizontal coordinates were scaled from a map and have
 LA1156.an estimated accuracy of +/- 6 seconds.
 LA1156
 LA1156.The orthometric height was determined by differential leveling and
 LA1156.adjusted by the NATIONAL GEODETIC SURVEY
 LA1156.in June 1991.
 LA1156
 LA1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1156.GEOID18 height accuracy estimate available here.
 LA1156
 LA1156.Click photographs - Photos may exist for this station.
 LA1156
 LA1156.The dynamic height is computed by dividing the NAVD 88
 LA1156.geopotential number by the normal gravity value computed on the
 LA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1156.degrees latitude (g = 980.6199 gals.).
 LA1156
 LA1156.The modeled gravity was interpolated from observed gravity values.
 LA1156
 LA1156;                    North         East    Units  Estimated Accuracy
 LA1156;SPC IN E     -   542,490.      124,760.      MT  (+/- 180 meters Scaled)
 LA1156
 LA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383439(NAD 83)
 LA1156
 LA1156                          SUPERSEDED SURVEY CONTROL
 LA1156
 LA1156  NGVD 29 (??/??/92)  295.461  (m)          969.36   (f) ADJ UNCH    2 0
 LA1156
 LA1156.Superseded values are not recommended for survey control.
 LA1156
 LA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1156.See file dsdata.pdf to determine how the superseded data were derived.
 LA1156
 LA1156_MARKER: DB = BENCH MARK DISK
 LA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1156_STAMPING: Q 250 1947
 LA1156_MARK LOGO: CGS
 LA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1156+STABILITY: SURFACE MOTION
 LA1156
 LA1156  HISTORY     - Date     Condition        Report By
 LA1156  HISTORY     - 1947     MONUMENTED       CGS
 LA1156
 LA1156                          STATION DESCRIPTION
 LA1156
 LA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1156'4.2 MI S FROM MUNCIE.
 LA1156'ABOUT 2.65 MILES SOUTH ALONG WALNUT STREET FROM THE COURT HOUSE
 LA1156'AT MUNCIE, THENCE ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 3,
 LA1156'1.55 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 67, AT AN
 LA1156'EAST-WEST CROSS ROAD (BLACK TOP ROAD WEST AND GRAVE ROAD EAST),
 LA1156'72 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.5 FEET NORTH
 LA1156'OF THE CENTER LINE OF THE BLACK TOP ROAD WEST, 38 FEET WEST
 LA1156'OF A CONCRETE FENCE CORNER POST, 1 FOOT SOUTH OF A WIRE FENCE,
 LA1156'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1156'THE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1156'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1641 ***********************************************************************
 JZ1641  DESIGNATION -  Q 251
 JZ1641  PID         -  JZ1641
 JZ1641  STATE/COUNTY-  IN/HENRY
 JZ1641  COUNTRY     -  US
 JZ1641  USGS QUAD   -  DUNREITH (2019)
 JZ1641
 JZ1641                         *CURRENT SURVEY CONTROL
 JZ1641  ______________________________________________________________________
 JZ1641* NAD 83(1986) POSITION- 39 50 32.     (N) 085 25 32.     (W)   SCALED
 JZ1641* NAVD 88 ORTHO HEIGHT -   325.389 (meters)     1067.55  (feet) ADJUSTED
 JZ1641  ______________________________________________________________________
 JZ1641  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 JZ1641  DYNAMIC HEIGHT  -        325.204 (meters)     1066.94  (feet) COMP
 JZ1641  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 JZ1641
 JZ1641  VERT ORDER      -  SECOND    CLASS 0
 JZ1641
 JZ1641.The horizontal coordinates were scaled from a map and have
 JZ1641.an estimated accuracy of +/- 6 seconds.
 JZ1641
 JZ1641.The orthometric height was determined by differential leveling and
 JZ1641.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1641.in June 1991.
 JZ1641
 JZ1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1641.GEOID18 height accuracy estimate available here.
 JZ1641
 JZ1641.Click photographs - Photos may exist for this station.
 JZ1641
 JZ1641.The dynamic height is computed by dividing the NAVD 88
 JZ1641.geopotential number by the normal gravity value computed on the
 JZ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1641.degrees latitude (g = 980.6199 gals.).
 JZ1641
 JZ1641.The modeled gravity was interpolated from observed gravity values.
 JZ1641
 JZ1641;                    North         East    Units  Estimated Accuracy
 JZ1641;SPC IN E     -   510,030.      120,640.      MT  (+/- 180 meters Scaled)
 JZ1641
 JZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK347114(NAD 83)
 JZ1641
 JZ1641                          SUPERSEDED SURVEY CONTROL
 JZ1641
 JZ1641  NGVD 29 (??/??/92)  325.517  (m)         1067.97   (f) ADJ UNCH    2 0
 JZ1641
 JZ1641.Superseded values are not recommended for survey control.
 JZ1641
 JZ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1641.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1641
 JZ1641_MARKER: DB = BENCH MARK DISK
 JZ1641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1641_SP_SET: CULVERT HEADWALL
 JZ1641_STAMPING: Q 251 1947
 JZ1641_MARK LOGO: CGS
 JZ1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1641+STABILITY: SURFACE MOTION
 JZ1641
 JZ1641  HISTORY     - Date     Condition        Report By
 JZ1641  HISTORY     - 1947     MONUMENTED       CGS
 JZ1641
 JZ1641                          STATION DESCRIPTION
 JZ1641
 JZ1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1641'0.6 MI N FROM SPICELAND.
 JZ1641'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE NEW YORK
 JZ1641'CHICAGO AND ST. LOUIS RAILROAD STATION AT SPICELAND, ABOUT 0.3
 JZ1641'MILE NORTHEAST OF A GRAIN ELEVATOR, 0.1 MILE SOUTHWEST OF THE
 JZ1641'SOUTH CORNER OF A WOODED AREA, IN THE TOP OF THE SOUTHWEST END
 JZ1641'OF THE NORTHWEST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT
 JZ1641'UNDER THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ1641'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1506 ***********************************************************************
 JZ1506  DESIGNATION -  Q 252
 JZ1506  PID         -  JZ1506
 JZ1506  STATE/COUNTY-  IN/HENRY
 JZ1506  COUNTRY     -  US
 JZ1506  USGS QUAD   -  DUNREITH (2019)
 JZ1506
 JZ1506                         *CURRENT SURVEY CONTROL
 JZ1506  ______________________________________________________________________
 JZ1506* NAD 83(1986) POSITION- 39 48 08.     (N) 085 29 25.     (W)   SCALED
 JZ1506* NAVD 88 ORTHO HEIGHT -   284.233 (meters)      932.52  (feet) ADJUSTED
 JZ1506  ______________________________________________________________________
 JZ1506  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JZ1506  DYNAMIC HEIGHT  -        284.071 (meters)      931.99  (feet) COMP
 JZ1506  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 JZ1506
 JZ1506  VERT ORDER      -  SECOND    CLASS 0
 JZ1506
 JZ1506.The horizontal coordinates were scaled from a map and have
 JZ1506.an estimated accuracy of +/- 6 seconds.
 JZ1506
 JZ1506.The orthometric height was determined by differential leveling and
 JZ1506.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1506.in June 1991.
 JZ1506
 JZ1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1506.GEOID18 height accuracy estimate available here.
 JZ1506
 JZ1506.Click photographs - Photos may exist for this station.
 JZ1506
 JZ1506.The dynamic height is computed by dividing the NAVD 88
 JZ1506.geopotential number by the normal gravity value computed on the
 JZ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1506.degrees latitude (g = 980.6199 gals.).
 JZ1506
 JZ1506.The modeled gravity was interpolated from observed gravity values.
 JZ1506
 JZ1506;                    North         East    Units  Estimated Accuracy
 JZ1506;SPC IN E     -   505,570.      115,110.      MT  (+/- 180 meters Scaled)
 JZ1506
 JZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK292068(NAD 83)
 JZ1506
 JZ1506                          SUPERSEDED SURVEY CONTROL
 JZ1506
 JZ1506  NGVD 29 (??/??/92)  284.362  (m)          932.94   (f) ADJ UNCH    2 0
 JZ1506
 JZ1506.Superseded values are not recommended for survey control.
 JZ1506
 JZ1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1506.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1506
 JZ1506_MARKER: DB = BENCH MARK DISK
 JZ1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1506_STAMPING: Q 252 1947
 JZ1506_MARK LOGO: CGS
 JZ1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1506+STABILITY: SURFACE MOTION
 JZ1506
 JZ1506  HISTORY     - Date     Condition        Report By
 JZ1506  HISTORY     - 1947     MONUMENTED       CGS
 JZ1506
 JZ1506                          STATION DESCRIPTION
 JZ1506
 JZ1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1506'2.2 MI E FROM KNIGHTSTOWN.
 JZ1506'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC
 JZ1506'LIBRARY AT KNIGHTSTOWN, AT THE WEST END OF KNIGHTSTOWN SPRING
 JZ1506'PARK, 95 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND LANE
 JZ1506'OF THE HIGHWAY, 37 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 JZ1506'DRIVEWAY THROUGH THE PARK, 90 FEET SOUTHWEST OF THE MASONRY
 JZ1506'FOUNTAIN STRUCTURE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ1506'ABOUT 3 FEET BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ1506'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1571 ***********************************************************************
 JZ1571  DESIGNATION -  Q 253
 JZ1571  PID         -  JZ1571
 JZ1571  STATE/COUNTY-  IN/HENRY
 JZ1571  COUNTRY     -  US
 JZ1571  USGS QUAD   -  LEWISVILLE (2019)
 JZ1571
 JZ1571                         *CURRENT SURVEY CONTROL
 JZ1571  ______________________________________________________________________
 JZ1571* NAD 83(1986) POSITION- 39 48 24.     (N) 085 17 35.     (W)   SCALED
 JZ1571* NAVD 88 ORTHO HEIGHT -   329.356 (meters)     1080.56  (feet) ADJUSTED
 JZ1571  ______________________________________________________________________
 JZ1571  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 JZ1571  DYNAMIC HEIGHT  -        329.165 (meters)     1079.94  (feet) COMP
 JZ1571  MODELED GRAVITY -    980,038.1   (mgal)                       NAVD 88
 JZ1571
 JZ1571  VERT ORDER      -  SECOND    CLASS 0
 JZ1571
 JZ1571.The horizontal coordinates were scaled from a map and have
 JZ1571.an estimated accuracy of +/- 6 seconds.
 JZ1571
 JZ1571.The orthometric height was determined by differential leveling and
 JZ1571.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1571.in June 1991.
 JZ1571
 JZ1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1571.GEOID18 height accuracy estimate available here.
 JZ1571
 JZ1571.Click photographs - Photos may exist for this station.
 JZ1571
 JZ1571.The dynamic height is computed by dividing the NAVD 88
 JZ1571.geopotential number by the normal gravity value computed on the
 JZ1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1571.degrees latitude (g = 980.6199 gals.).
 JZ1571
 JZ1571.The modeled gravity was interpolated from observed gravity values.
 JZ1571
 JZ1571;                    North         East    Units  Estimated Accuracy
 JZ1571;SPC IN E     -   506,120.      131,990.      MT  (+/- 180 meters Scaled)
 JZ1571
 JZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK461076(NAD 83)
 JZ1571
 JZ1571                          SUPERSEDED SURVEY CONTROL
 JZ1571
 JZ1571  NGVD 29 (??/??/92)  329.485  (m)         1080.99   (f) ADJ UNCH    2 0
 JZ1571
 JZ1571.Superseded values are not recommended for survey control.
 JZ1571
 JZ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1571.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1571
 JZ1571_MARKER: DB = BENCH MARK DISK
 JZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1571_STAMPING: Q 253 1947
 JZ1571_MARK LOGO: CGS
 JZ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1571+STABILITY: SURFACE MOTION
 JZ1571
 JZ1571  HISTORY     - Date     Condition        Report By
 JZ1571  HISTORY     - 1947     MONUMENTED       CGS
 JZ1571  HISTORY     - 1970     MARK NOT FOUND   USGS
 JZ1571
 JZ1571                          STATION DESCRIPTION
 JZ1571
 JZ1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1571'AT STRAUGHN.
 JZ1571'AT STRAUGHN, ABOUT 0.2 MILE SOUTH OF THE MAIN CROSSROAD, AT THE
 JZ1571'PENNSYLVANIA RAILROAD STATION, 141.5 FEET WEST OF THE NORTHWEST
 JZ1571'CORNER OF THE STATION, IN THE SOUTHEAST ANGLE OF A PAVED ROAD
 JZ1571'CROSSING, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 26.5 FEET
 JZ1571'SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 24 FEET NORTH
 JZ1571'OF THE CENTER LINE OF A GRAVEL DRIVEWAY TO THE STATION, 12
 JZ1571'FEET EAST OF A TELEGRAPH POLE, 2 FEET WEST OF A WHITE WOODEN
 JZ1571'WITESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1571'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1571
 JZ1571                          STATION RECOVERY (1970)
 JZ1571
 JZ1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JZ1571'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1576 ***********************************************************************
 JZ1576  DESIGNATION -  Q 254
 JZ1576  PID         -  JZ1576
 JZ1576  STATE/COUNTY-  IN/WAYNE
 JZ1576  COUNTRY     -  US
 JZ1576  USGS QUAD   -  JACKSONBURG (2019)
 JZ1576
 JZ1576                         *CURRENT SURVEY CONTROL
 JZ1576  ______________________________________________________________________
 JZ1576* NAD 83(1986) POSITION- 39 50 59.     (N) 085 06 20.     (W)   SCALED
 JZ1576* NAVD 88 ORTHO HEIGHT -   300.153 (meters)      984.75  (feet) ADJUSTED
 JZ1576  ______________________________________________________________________
 JZ1576  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JZ1576  DYNAMIC HEIGHT  -        299.981 (meters)      984.19  (feet) COMP
 JZ1576  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 JZ1576
 JZ1576  VERT ORDER      -  SECOND    CLASS 0
 JZ1576
 JZ1576.The horizontal coordinates were scaled from a map and have
 JZ1576.an estimated accuracy of +/- 6 seconds.
 JZ1576
 JZ1576.The orthometric height was determined by differential leveling and
 JZ1576.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1576.in June 1991.
 JZ1576
 JZ1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1576.GEOID18 height accuracy estimate available here.
 JZ1576
 JZ1576.Click photographs - Photos may exist for this station.
 JZ1576
 JZ1576.The dynamic height is computed by dividing the NAVD 88
 JZ1576.geopotential number by the normal gravity value computed on the
 JZ1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1576.degrees latitude (g = 980.6199 gals.).
 JZ1576
 JZ1576.The modeled gravity was interpolated from observed gravity values.
 JZ1576
 JZ1576;                    North         East    Units  Estimated Accuracy
 JZ1576;SPC IN E     -   510,980.      148,020.      MT  (+/- 180 meters Scaled)
 JZ1576
 JZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK620127(NAD 83)
 JZ1576
 JZ1576                          SUPERSEDED SURVEY CONTROL
 JZ1576
 JZ1576  NGVD 29 (??/??/92)  300.294  (m)          985.21   (f) ADJ UNCH    2 0
 JZ1576
 JZ1576.Superseded values are not recommended for survey control.
 JZ1576
 JZ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1576.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1576
 JZ1576_MARKER: DB = BENCH MARK DISK
 JZ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1576_STAMPING: Q 254 1947
 JZ1576_MARK LOGO: CGS
 JZ1576_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1576+STABILITY: SURFACE MOTION
 JZ1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1576+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 JZ1576
 JZ1576  HISTORY     - Date     Condition        Report By
 JZ1576  HISTORY     - 1947     MONUMENTED       CGS
 JZ1576  HISTORY     - 20140720 GOOD             WOOLPT
 JZ1576  HISTORY     - 20220912 GOOD             PICI
 JZ1576
 JZ1576                          STATION DESCRIPTION
 JZ1576
 JZ1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1576'AT JACKSONBURG.
 JZ1576'AT JACKSONBURG, AT THE SOUTHEAST CORNER OF THE YARD AT THE
 JZ1576'CHRISTIAN CHURCH, 132 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 JZ1576'CORNER OF THE CHURCH BUILDING, 14 FEET SOUTH OF THE CENTER LINE
 JZ1576'OF A DRIVEWAY TO A CEMETERY, 20 FEET WEST OF THE CENTER LINE
 JZ1576'OF A NORTH-SOUTH PAVED ROAD, 6 FEET SOUTH OF A FENCE CORNER, 1
 JZ1576'FOOT EAST OF A FENCE LINE, 2.5 FEET SOUTH OF A WHITE WOODEN
 JZ1576'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1576'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 JZ1576
 JZ1576                          STATION RECOVERY (2014)
 JZ1576
 JZ1576'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JZ1576'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF GREENS FORK,
 JZ1576'4.3 MI (6.9 KM) NORTHEAST OF CAMBRIDGE CITY AND IN THE TOWN OF
 JZ1576'JACKSONBURG, IN.
 JZ1576'
 JZ1576'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 OVER
 JZ1576'JACKSONBURG ROAD (NO EXIT) ABOUT 2 MI (3.2 KM) EAST OF STATE ROUTE 1,
 JZ1576'GO SOUTH ON JACKSONBURG ROAD FOR 0.28 MI (0.5 KM) PASSING THE
 JZ1576'JACKSONVILLE CHRISTIAN CHURCH TO THE STATION ON THE RIGHT.
 JZ1576'
 JZ1576'THE STATION IS 19.3 FT (5.9 M) WEST OF THE CENTERLINE OF JACKSONBURG
 JZ1576'ROAD, 14 FT (4.3 M) SOUTH OF THE CENTERLINE OF A DRIVE TO THE CHURCH
 JZ1576'CEMETERY, 7.4 FT (2.3 M) WEST-SOUTHWEST OF A MAIL BOX AND 4.5 FT (1.4
 JZ1576'M) SOUTH OF A UTILITY POLE.
 JZ1576
 JZ1576                          STATION RECOVERY (2022)
 JZ1576
 JZ1576'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2022 (KSM)
 JZ1576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1193 ***********************************************************************
 JZ1193  DESIGNATION -  Q 255
 JZ1193  PID         -  JZ1193
 JZ1193  STATE/COUNTY-  IN/WAYNE
 JZ1193  COUNTRY     -  US
 JZ1193  USGS QUAD   -  RICHMOND (2019)
 JZ1193
 JZ1193                         *CURRENT SURVEY CONTROL
 JZ1193  ______________________________________________________________________
 JZ1193* NAD 83(1986) POSITION- 39 46 57.     (N) 084 56 43.     (W)   SCALED
 JZ1193* NAVD 88 ORTHO HEIGHT -   258.473 (meters)      848.01  (feet) ADJUSTED
 JZ1193  ______________________________________________________________________
 JZ1193  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ1193  DYNAMIC HEIGHT  -        258.324 (meters)      847.52  (feet) COMP
 JZ1193  MODELED GRAVITY -    980,046.2   (mgal)                       NAVD 88
 JZ1193
 JZ1193  VERT ORDER      -  SECOND    CLASS 0
 JZ1193
 JZ1193.The horizontal coordinates were scaled from a map and have
 JZ1193.an estimated accuracy of +/- 6 seconds.
 JZ1193
 JZ1193.The orthometric height was determined by differential leveling and
 JZ1193.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1193.in June 1991.
 JZ1193
 JZ1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1193.GEOID18 height accuracy estimate available here.
 JZ1193
 JZ1193.Click photographs - Photos may exist for this station.
 JZ1193
 JZ1193.The dynamic height is computed by dividing the NAVD 88
 JZ1193.geopotential number by the normal gravity value computed on the
 JZ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1193.degrees latitude (g = 980.6199 gals.).
 JZ1193
 JZ1193.The modeled gravity was interpolated from observed gravity values.
 JZ1193
 JZ1193;                    North         East    Units  Estimated Accuracy
 JZ1193;SPC IN E     -   503,620.      161,800.      MT  (+/- 180 meters Scaled)
 JZ1193
 JZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK759056(NAD 83)
 JZ1193
 JZ1193                          SUPERSEDED SURVEY CONTROL
 JZ1193
 JZ1193  NGVD 29 (??/??/92)  258.620  (m)          848.49   (f) ADJ UNCH    2 0
 JZ1193
 JZ1193.Superseded values are not recommended for survey control.
 JZ1193
 JZ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1193.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1193
 JZ1193_MARKER: DB = BENCH MARK DISK
 JZ1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1193_SP_SET: BRIDGE
 JZ1193_STAMPING: Q 255 1947
 JZ1193_MARK LOGO: CGS
 JZ1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1193
 JZ1193  HISTORY     - Date     Condition        Report By
 JZ1193  HISTORY     - 1947     MONUMENTED       CGS
 JZ1193
 JZ1193                          STATION DESCRIPTION
 JZ1193
 JZ1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1193'6.6 MI SW FROM RICHMOND.
 JZ1193'4.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1193'RICHMOND, THENCE 1.85 MILES WEST ALONG A PAVED ROAD TO THE
 JZ1193'INTERSECTION WITH A NORTHEAST-SOUTHWEST GRAVEL ROAD, THENCE 0.3
 JZ1193'MILE NORTHWEST ALONG A GRAVEL ROAD TO THE JUNCTION WITH A ROAD
 JZ1193'LEADING NORTH AND THE SITE OF THE MARK.  THE MARK IS IN THE
 JZ1193'TOP OF THE EAST END OF THE NORTH HEADWALL OF A 20-FOOT CONCRETE
 JZ1193'ARCH BRIDGE OVER A SMALL STREAM, 48 FEET WEST OF THE CENTER LINE
 JZ1193'OF THE ROAD LEADING NORTH, 9 FEET NORTH OF THE CENTER LINE OF
 JZ1193'THE ROAD LEADING WEST, 2 FEET WEST OF THE EAST END OF THE
 JZ1193'HEADWALL AND ABOUT ONE-HALF FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2298 ***********************************************************************
 JZ2298  DESIGNATION -  Q 256
 JZ2298  PID         -  JZ2298
 JZ2298  STATE/COUNTY-  IN/DECATUR
 JZ2298  COUNTRY     -  US
 JZ2298  USGS QUAD   -  ADAMS (2019)
 JZ2298
 JZ2298                         *CURRENT SURVEY CONTROL
 JZ2298  ______________________________________________________________________
 JZ2298* NAD 83(1986) POSITION- 39 27 10.     (N) 085 36 03.     (W)   SCALED
 JZ2298* NAVD 88 ORTHO HEIGHT -   270.240 (meters)      886.61  (feet) ADJUSTED
 JZ2298  ______________________________________________________________________
 JZ2298  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 JZ2298  DYNAMIC HEIGHT  -        270.076 (meters)      886.07  (feet) COMP
 JZ2298  MODELED GRAVITY -    980,012.9   (mgal)                       NAVD 88
 JZ2298
 JZ2298  VERT ORDER      -  SECOND    CLASS 0
 JZ2298
 JZ2298.The horizontal coordinates were scaled from a map and have
 JZ2298.an estimated accuracy of +/- 6 seconds.
 JZ2298
 JZ2298.The orthometric height was determined by differential leveling and
 JZ2298.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2298.in June 1991.
 JZ2298
 JZ2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2298.GEOID18 height accuracy estimate available here.
 JZ2298
 JZ2298.Click photographs - Photos may exist for this station.
 JZ2298
 JZ2298.The dynamic height is computed by dividing the NAVD 88
 JZ2298.geopotential number by the normal gravity value computed on the
 JZ2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2298.degrees latitude (g = 980.6199 gals.).
 JZ2298
 JZ2298.The modeled gravity was interpolated from observed gravity values.
 JZ2298
 JZ2298;                    North         East    Units  Estimated Accuracy
 JZ2298;SPC IN E     -   466,760.      105,670.      MT  (+/- 180 meters Scaled)
 JZ2298
 JZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ203679(NAD 83)
 JZ2298
 JZ2298                          SUPERSEDED SURVEY CONTROL
 JZ2298
 JZ2298  NGVD 29 (??/??/92)  270.356  (m)          886.99   (f) ADJ UNCH    2 0
 JZ2298
 JZ2298.Superseded values are not recommended for survey control.
 JZ2298
 JZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2298.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2298
 JZ2298_MARKER: DR = REFERENCE MARK DISK
 JZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2298_STAMPING: Q 256 1947
 JZ2298_MARK LOGO: CGS
 JZ2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2298+STABILITY: SURFACE MOTION
 JZ2298
 JZ2298  HISTORY     - Date     Condition        Report By
 JZ2298  HISTORY     - 1947     MONUMENTED       CGS
 JZ2298
 JZ2298                          STATION DESCRIPTION
 JZ2298
 JZ2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2298'1.2 MI NW FROM ST OMER.
 JZ2298'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE
 JZ2298'JUNCTION OF THE ST. PAUL ROAD AT ST. OMER, THENCE ABOUT 1.0
 JZ2298'MILE NORTH ALONG A GRAVEL ROAD, ABOUT 75 YARDS SOUTH OF THE
 JZ2298'DECATUR-RUSH COUNTY LINE, ABOUT 100 YARDS NORTH OF THE CROSSING
 JZ2298'OF A POWER TRANSMISSION LINE, 76 FEET WEST-NORTHWEST OF THE
 JZ2298'NORTHWEST CORNER OF A FARM HOUSE, 18 FEET NORTH OF THE NORTHWEST
 JZ2298'CORNER OF THE FRONT YARD, 13 FEET EAST OF THE CENTER LINE OF THE
 JZ2298'ROAD, 121 FEET SOUTH OF A T FENCE CORNER POST IN THE EAST
 JZ2298'RIGHT-OF-WAY FENCE, 2 FEET WEST OF THE FENCE LINE, 2 FEET
 JZ2298'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2-FOOT ABOVE THE
 JZ2298'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1949 ***********************************************************************
 JZ1949  DESIGNATION -  Q 258
 JZ1949  PID         -  JZ1949
 JZ1949  STATE/COUNTY-  IN/RUSH
 JZ1949  COUNTRY     -  US
 JZ1949  USGS QUAD   -  CLARKSBURG (2019)
 JZ1949
 JZ1949                         *CURRENT SURVEY CONTROL
 JZ1949  ______________________________________________________________________
 JZ1949* NAD 83(1986) POSITION- 39 28 04.     (N) 085 21 40.     (W)   SCALED
 JZ1949* NAVD 88 ORTHO HEIGHT -   311.093 (meters)     1020.64  (feet) ADJUSTED
 JZ1949  ______________________________________________________________________
 JZ1949  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ1949  DYNAMIC HEIGHT  -        310.901 (meters)     1020.01  (feet) COMP
 JZ1949  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ1949
 JZ1949  VERT ORDER      -  SECOND    CLASS 0
 JZ1949
 JZ1949.The horizontal coordinates were scaled from a map and have
 JZ1949.an estimated accuracy of +/- 6 seconds.
 JZ1949
 JZ1949.The orthometric height was determined by differential leveling and
 JZ1949.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1949.in June 1991.
 JZ1949
 JZ1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1949.GEOID18 height accuracy estimate available here.
 JZ1949
 JZ1949.Click photographs - Photos may exist for this station.
 JZ1949
 JZ1949.The dynamic height is computed by dividing the NAVD 88
 JZ1949.geopotential number by the normal gravity value computed on the
 JZ1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1949.degrees latitude (g = 980.6199 gals.).
 JZ1949
 JZ1949.The modeled gravity was interpolated from observed gravity values.
 JZ1949
 JZ1949;                    North         East    Units  Estimated Accuracy
 JZ1949;SPC IN E     -   468,470.      126,290.      MT  (+/- 180 meters Scaled)
 JZ1949
 JZ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ409699(NAD 83)
 JZ1949
 JZ1949                          SUPERSEDED SURVEY CONTROL
 JZ1949
 JZ1949  NGVD 29 (??/??/92)  311.228  (m)         1021.09   (f) ADJ UNCH    2 0
 JZ1949
 JZ1949.Superseded values are not recommended for survey control.
 JZ1949
 JZ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1949.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1949
 JZ1949_MARKER: DB = BENCH MARK DISK
 JZ1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1949_STAMPING: Q 258 1947
 JZ1949_MARK LOGO: CGS
 JZ1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1949+STABILITY: SURFACE MOTION
 JZ1949
 JZ1949  HISTORY     - Date     Condition        Report By
 JZ1949  HISTORY     - 1947     MONUMENTED       CGS
 JZ1949
 JZ1949                          STATION DESCRIPTION
 JZ1949
 JZ1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1949'3.2 MI NW FROM CLARKSBURG.
 JZ1949'ABOUT 2.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1949'AT CLARKSBURG, THENCE ABOUT 0.75 MILE WEST ALONG A COUNTY ROAD,
 JZ1949'ABOUT 0.25 MILE WEST OF THE JUNCTION OF A BLACK TOP ROAD NORTH,
 JZ1949'ABOUT 0.3 MILE EAST OF THE ENTRANCE TO THE MILROY AIRPORT, SET
 JZ1949'ALONG THE NORTH FENCE LINE AT A T FENCE CORNER POST, 271 FEET EAST
 JZ1949'OF THE CENTER OF A 4-FOOT CONCRETE BOX CULVERT, 13 FEET NORTH OF
 JZ1949'THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE T FENCE CORNER
 JZ1949'POST, 8 FEET WEST OF A POWER POLE AND IN LINE WITH THE ROW OF
 JZ1949'POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2-FOOT
 JZ1949'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1949'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1756 ***********************************************************************
 JZ1756  DESIGNATION -  Q 259
 JZ1756  PID         -  JZ1756
 JZ1756  STATE/COUNTY-  IN/FAYETTE
 JZ1756  COUNTRY     -  US
 JZ1756  USGS QUAD   -  NEW SALEM (2019)
 JZ1756
 JZ1756                         *CURRENT SURVEY CONTROL
 JZ1756  ______________________________________________________________________
 JZ1756* NAD 83(1986) POSITION- 39 36 46.52   (N) 085 17 59.70   (W)   HD_HELD1
 JZ1756* NAVD 88 ORTHO HEIGHT -   342.376 (meters)     1123.28  (feet) ADJUSTED
 JZ1756  ______________________________________________________________________
 JZ1756  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ1756  DYNAMIC HEIGHT  -        342.170 (meters)     1122.60  (feet) COMP
 JZ1756  MODELED GRAVITY -    980,014.2   (mgal)                       NAVD 88
 JZ1756
 JZ1756  VERT ORDER      -  SECOND    CLASS 0
 JZ1756
 JZ1756.The horizontal coordinates were determined by differentially corrected
 JZ1756.hand held GPS observations or other comparable positioning techniques
 JZ1756.and have an estimated accuracy of +/- 3 meters.
 JZ1756
 JZ1756.The orthometric height was determined by differential leveling and
 JZ1756.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1756.in June 1991.
 JZ1756
 JZ1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1756.GEOID18 height accuracy estimate available here.
 JZ1756
 JZ1756.Click photographs - Photos may exist for this station.
 JZ1756
 JZ1756.The dynamic height is computed by dividing the NAVD 88
 JZ1756.geopotential number by the normal gravity value computed on the
 JZ1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1756.degrees latitude (g = 980.6199 gals.).
 JZ1756
 JZ1756.The modeled gravity was interpolated from observed gravity values.
 JZ1756
 JZ1756;                    North         East    Units  Estimated Accuracy
 JZ1756;SPC IN E     -   484,605.7     131,493.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1756
 JZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4593886177(NAD 83)
 JZ1756
 JZ1756                          SUPERSEDED SURVEY CONTROL
 JZ1756
 JZ1756  NGVD 29 (??/??/92)  342.506  (m)         1123.71   (f) ADJ UNCH    2 0
 JZ1756
 JZ1756.Superseded values are not recommended for survey control.
 JZ1756
 JZ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1756.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1756
 JZ1756_MARKER: DB = BENCH MARK DISK
 JZ1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1756_STAMPING: Q 259 1947
 JZ1756_MARK LOGO: CGS
 JZ1756_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1756+STABILITY: SURFACE MOTION
 JZ1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1756+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2023
 JZ1756
 JZ1756  HISTORY     - Date     Condition        Report By
 JZ1756  HISTORY     - 1947     MONUMENTED       CGS
 JZ1756  HISTORY     - 20230322 GOOD             INDOT
 JZ1756
 JZ1756                          STATION DESCRIPTION
 JZ1756
 JZ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1756'0.8 MI S FROM GLENWOOD.
 JZ1756'ABOUT 0.8 MILE SOUTH ALONG THE RUSH-FAYETTE COUNTY LINE ROAD
 JZ1756'FROM ITS JUNCTION WITH STATE HIGHWAY 44 AT GLENWOOD, SET IN THE
 JZ1756'NORTHEAST QUARTER OF THE INTERSECTION OF AN EAST-WEST GRAVEL
 JZ1756'ROAD AND AT A CORRECTION JOG IN THE COUNTY LINE ROAD, THE NORTH
 JZ1756'TANGENT BEING FURTHER WEST, 85 FEET NORTH OF THE CENTER LINE OF
 JZ1756'THE EAST-WEST ROAD, 18 FEET EAST OF THE CENTER LINE OF THE NORTH
 JZ1756'TANGENT OF THE COUNTY LINE ROAD, 145 FEET SOUTH OF THE EAST END
 JZ1756'OF AN 18-INCH CAST IRON PIPE CULVERT, 1 FOOT WEST OF THE FENCE
 JZ1756'LINE, IN LINE WITH A ROW OF POLES LEADING NORTH, 2 FEET SOUTH
 JZ1756'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JZ1756'POST PROJECTING 4 INCHES.
 JZ1756
 JZ1756                          STATION RECOVERY (2023)
 JZ1756
 JZ1756'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1602 ***********************************************************************
 LA1602  DESIGNATION -  Q 26
 LA1602  PID         -  LA1602
 LA1602  STATE/COUNTY-  IN/GRANT
 LA1602  COUNTRY     -  US
 LA1602  USGS QUAD   -  MARION (2019)
 LA1602
 LA1602                         *CURRENT SURVEY CONTROL
 LA1602  ______________________________________________________________________
 LA1602* NAD 83(1986) POSITION- 40 32 50.     (N) 085 39 19.     (W)   SCALED
 LA1602* NAVD 88 ORTHO HEIGHT -   248.544 (meters)      815.43  (feet) ADJUSTED
 LA1602  ______________________________________________________________________
 LA1602  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1602  DYNAMIC HEIGHT  -        248.418 (meters)      815.02  (feet) COMP
 LA1602  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 LA1602
 LA1602  VERT ORDER      -  FIRST     CLASS II
 LA1602
 LA1602.The horizontal coordinates were scaled from a map and have
 LA1602.an estimated accuracy of +/- 6 seconds.
 LA1602
 LA1602.The orthometric height was determined by differential leveling and
 LA1602.adjusted by the NATIONAL GEODETIC SURVEY
 LA1602.in June 1991.
 LA1602
 LA1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1602.GEOID18 height accuracy estimate available here.
 LA1602
 LA1602.Click photographs - Photos may exist for this station.
 LA1602
 LA1602.The dynamic height is computed by dividing the NAVD 88
 LA1602.geopotential number by the normal gravity value computed on the
 LA1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1602.degrees latitude (g = 980.6199 gals.).
 LA1602
 LA1602.The modeled gravity was interpolated from observed gravity values.
 LA1602
 LA1602;                    North         East    Units  Estimated Accuracy
 LA1602;SPC IN E     -   588,280.      100,970.      MT  (+/- 180 meters Scaled)
 LA1602
 LA1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1602
 LA1602                          SUPERSEDED SURVEY CONTROL
 LA1602
 LA1602  NGVD 29 (??/??/92)  248.670  (m)          815.84   (f) ADJ UNCH    1 2
 LA1602
 LA1602.Superseded values are not recommended for survey control.
 LA1602
 LA1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1602.See file dsdata.pdf to determine how the superseded data were derived.
 LA1602
 LA1602_MARKER: DB = BENCH MARK DISK
 LA1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1602_STAMPING: Q 26 1934
 LA1602_MARK LOGO: CGS
 LA1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1602+STABILITY: SURFACE MOTION
 LA1602
 LA1602  HISTORY     - Date     Condition        Report By
 LA1602  HISTORY     - 1934     MONUMENTED       CGS
 LA1602  HISTORY     - 1946     GOOD             CGS
 LA1602  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1602
 LA1602                          STATION DESCRIPTION
 LA1602
 LA1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1602'AT MARION.
 LA1602'AT MARION, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 LA1602'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE PENNSYLVANIA
 LA1602'RAILROAD, 98 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LA1602'PENNSYLVANIA RAILROAD, 141 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LA1602'STITCH TOWER KENT, 11.5 FEET EAST OF THE EAST RAIL OF THE N.Y.,
 LA1602'CHICAGO AND ST. LOUIS RAILROAD, 64 FEET NORTH OF THE CENTER LINE
 LA1602'OF EAST 15TH STREET, ABOUT 0.5 FOOT BELOW THE TRACK, AND SET IN
 LA1602'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1602
 LA1602                          STATION RECOVERY (1960)
 LA1602
 LA1602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1602'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2292 ***********************************************************************
 JZ2292  DESIGNATION -  Q 260
 JZ2292  PID         -  JZ2292
 JZ2292  STATE/COUNTY-  IN/DECATUR
 JZ2292  COUNTRY     -  US
 JZ2292  USGS QUAD   -  FOREST HILL (2019)
 JZ2292
 JZ2292                         *CURRENT SURVEY CONTROL
 JZ2292  ______________________________________________________________________
 JZ2292* NAD 83(1986) POSITION- 39 18 19.     (N) 085 36 14.     (W)   SCALED
 JZ2292* NAVD 88 ORTHO HEIGHT -   254.422 (meters)      834.72  (feet) ADJUSTED
 JZ2292  ______________________________________________________________________
 JZ2292  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 JZ2292  DYNAMIC HEIGHT  -        254.264 (meters)      834.20  (feet) COMP
 JZ2292  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JZ2292
 JZ2292  VERT ORDER      -  SECOND    CLASS 0
 JZ2292
 JZ2292.The horizontal coordinates were scaled from a map and have
 JZ2292.an estimated accuracy of +/- 6 seconds.
 JZ2292
 JZ2292.The orthometric height was determined by differential leveling and
 JZ2292.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2292.in June 1991.
 JZ2292
 JZ2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2292.GEOID18 height accuracy estimate available here.
 JZ2292
 JZ2292.Click photographs - Photos may exist for this station.
 JZ2292
 JZ2292.The dynamic height is computed by dividing the NAVD 88
 JZ2292.geopotential number by the normal gravity value computed on the
 JZ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2292.degrees latitude (g = 980.6199 gals.).
 JZ2292
 JZ2292.The modeled gravity was interpolated from observed gravity values.
 JZ2292
 JZ2292;                    North         East    Units  Estimated Accuracy
 JZ2292;SPC IN E     -   450,390.      105,420.      MT  (+/- 180 meters Scaled)
 JZ2292
 JZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ203515(NAD 83)
 JZ2292
 JZ2292                          SUPERSEDED SURVEY CONTROL
 JZ2292
 JZ2292  NGVD 29 (??/??/92)  254.541  (m)          835.11   (f) ADJ UNCH    2 0
 JZ2292
 JZ2292.Superseded values are not recommended for survey control.
 JZ2292
 JZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2292.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2292
 JZ2292_MARKER: DB = BENCH MARK DISK
 JZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2292_STAMPING: Q 260 1947
 JZ2292_MARK LOGO: CGS
 JZ2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2292+STABILITY: SURFACE MOTION
 JZ2292
 JZ2292  HISTORY     - Date     Condition        Report By
 JZ2292  HISTORY     - 1947     MONUMENTED       CGS
 JZ2292
 JZ2292                          STATION DESCRIPTION
 JZ2292
 JZ2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2292'2.8 MI SE FROM BURNEY.
 JZ2292'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2292'OFFICE AT BURNEY, THENCE ABOUT 2.0 MILES EAST ALONG A BLACK
 JZ2292'TOP ROAD, AT THE JUNCTION OF STATE HIGHWAY 46 (HIGHWAY 46 CURVES
 JZ2292'AT THIS POINT WITH TANGENTS EAST AND SOUTHWEST), 52 FEET
 JZ2292'NORTHWEST OF THE SOUTHWEST TANGENT OF THE HIGHWAY, 83 FEET
 JZ2292'SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD AND THE PROLONGED
 JZ2292'CENTER LINE OF THE EAST TANGENT OF THE HIGHWAY, 106 FEET SOUTHWEST
 JZ2292'OF A POWER POLE, 17 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT
 JZ2292'SOUTHEAST OF THE FENCE LINE, 2.5 FEET SOUTHWEST OF A WHITE
 JZ2292'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET
 JZ2292'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1999 ***********************************************************************
 JZ1999  DESIGNATION -  Q 261
 JZ1999  PID         -  JZ1999
 JZ1999  STATE/COUNTY-  IN/FRANKLIN
 JZ1999  COUNTRY     -  US
 JZ1999  USGS QUAD   -  METAMORA (2019)
 JZ1999
 JZ1999                         *CURRENT SURVEY CONTROL
 JZ1999  ______________________________________________________________________
 JZ1999* NAD 83(1986) POSITION- 39 24 47.     (N) 085 10 07.     (W)   SCALED
 JZ1999* NAVD 88 ORTHO HEIGHT -   293.301 (meters)      962.27  (feet) ADJUSTED
 JZ1999  ______________________________________________________________________
 JZ1999  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ1999  DYNAMIC HEIGHT  -        293.120 (meters)      961.68  (feet) COMP
 JZ1999  MODELED GRAVITY -    979,999.6   (mgal)                       NAVD 88
 JZ1999
 JZ1999  VERT ORDER      -  SECOND    CLASS 0
 JZ1999
 JZ1999.The horizontal coordinates were scaled from a map and have
 JZ1999.an estimated accuracy of +/- 6 seconds.
 JZ1999
 JZ1999.The orthometric height was determined by differential leveling and
 JZ1999.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1999.in June 1991.
 JZ1999
 JZ1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1999.GEOID18 height accuracy estimate available here.
 JZ1999
 JZ1999.Click photographs - Photos may exist for this station.
 JZ1999
 JZ1999.The dynamic height is computed by dividing the NAVD 88
 JZ1999.geopotential number by the normal gravity value computed on the
 JZ1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1999.degrees latitude (g = 980.6199 gals.).
 JZ1999
 JZ1999.The modeled gravity was interpolated from observed gravity values.
 JZ1999
 JZ1999;                    North         East    Units  Estimated Accuracy
 JZ1999;SPC IN E     -   462,470.      142,890.      MT  (+/- 180 meters Scaled)
 JZ1999
 JZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ576642(NAD 83)
 JZ1999
 JZ1999                          SUPERSEDED SURVEY CONTROL
 JZ1999
 JZ1999  NGVD 29 (??/??/92)  293.455  (m)          962.78   (f) ADJ UNCH    2 0
 JZ1999
 JZ1999.Superseded values are not recommended for survey control.
 JZ1999
 JZ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1999.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1999
 JZ1999_MARKER: DB = BENCH MARK DISK
 JZ1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1999_STAMPING: Q 261 1947
 JZ1999_MARK LOGO: CGS
 JZ1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1999+STABILITY: SURFACE MOTION
 JZ1999
 JZ1999  HISTORY     - Date     Condition        Report By
 JZ1999  HISTORY     - 1947     MONUMENTED       CGS
 JZ1999
 JZ1999                          STATION DESCRIPTION
 JZ1999
 JZ1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1999'1.2 MI N FROM PEPPERTOWN.
 JZ1999'ABOUT 1.15 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ1999'CHURCH AT PEPPERTOWN, ABOUT 0.2 MILE NORTH OF A SMALL WHITE
 JZ1999'FARM HOUSE ON THE EAST SIDE OF THE HIGHWAY, ABOUT 0.1 MILE
 JZ1999'SOUTH OF A DRIVE WAY LEADING WEST TO A FARM HOUSE, 20 FEET WEST
 JZ1999'OF THE CENTER LINE OF THE HIGHWAY, 18.5 FEET SOUTH OF A 12-INCH
 JZ1999'TRIANGULAR BLAZED SYCAMORE TREE, 1 FOOT EAST OF THE FENCE LINE,
 JZ1999'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 JZ1999'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1999'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1984 ***********************************************************************
 JZ1984  DESIGNATION -  Q 262
 JZ1984  PID         -  JZ1984
 JZ1984  STATE/COUNTY-  IN/FRANKLIN
 JZ1984  COUNTRY     -  US
 JZ1984  USGS QUAD   -  METAMORA (2019)
 JZ1984
 JZ1984                         *CURRENT SURVEY CONTROL
 JZ1984  ______________________________________________________________________
 JZ1984* NAD 83(1986) POSITION- 39 29 24.     (N) 085 13 28.     (W)   SCALED
 JZ1984* NAVD 88 ORTHO HEIGHT -   247.276 (meters)      811.27  (feet) ADJUSTED
 JZ1984  ______________________________________________________________________
 JZ1984  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 JZ1984  DYNAMIC HEIGHT  -        247.124 (meters)      810.77  (feet) COMP
 JZ1984  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 JZ1984
 JZ1984  VERT ORDER      -  SECOND    CLASS 0
 JZ1984
 JZ1984.The horizontal coordinates were scaled from a map and have
 JZ1984.an estimated accuracy of +/- 6 seconds.
 JZ1984
 JZ1984.The orthometric height was determined by differential leveling and
 JZ1984.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1984.in June 1991.
 JZ1984
 JZ1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1984.GEOID18 height accuracy estimate available here.
 JZ1984
 JZ1984.Click photographs - Photos may exist for this station.
 JZ1984
 JZ1984.The dynamic height is computed by dividing the NAVD 88
 JZ1984.geopotential number by the normal gravity value computed on the
 JZ1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1984.degrees latitude (g = 980.6199 gals.).
 JZ1984
 JZ1984.The modeled gravity was interpolated from observed gravity values.
 JZ1984
 JZ1984;                    North         East    Units  Estimated Accuracy
 JZ1984;SPC IN E     -   470,990.      138,040.      MT  (+/- 180 meters Scaled)
 JZ1984
 JZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ526726(NAD 83)
 JZ1984
 JZ1984                          SUPERSEDED SURVEY CONTROL
 JZ1984
 JZ1984  NGVD 29 (??/??/92)  247.416  (m)          811.73   (f) ADJ UNCH    2 0
 JZ1984
 JZ1984.Superseded values are not recommended for survey control.
 JZ1984
 JZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1984.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1984
 JZ1984_MARKER: DB = BENCH MARK DISK
 JZ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1984_STAMPING: Q 262 1947
 JZ1984_MARK LOGO: CGS
 JZ1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1984+STABILITY: SURFACE MOTION
 JZ1984
 JZ1984  HISTORY     - Date     Condition        Report By
 JZ1984  HISTORY     - 1947     MONUMENTED       CGS
 JZ1984
 JZ1984                          STATION DESCRIPTION
 JZ1984
 JZ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1984'2.6 MI SW FROM LAUREL.
 JZ1984'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE CROSSROADS
 JZ1984'AT LAUREL, THENCE ABOUT 1.4 MILES SOUTHWEST ALONG A BLACK TOP
 JZ1984'ROAD, ABOUT 91 FEET EAST OF THE EAST END OF A WOODEN BRIDGE OVER
 JZ1984'A FORK OF SAINS CREEK, ABOUT 145 FEET WEST OF A SMALL IMITATION
 JZ1984'BRICK HOUSE ON SOUTH SIDE OF THE ROAD, 14.5 FEET NORTH OF THE
 JZ1984'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE LINE, 3 FEET
 JZ1984'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1984'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2015 ***********************************************************************
 JZ2015  DESIGNATION -  Q 264
 JZ2015  PID         -  JZ2015
 JZ2015  STATE/COUNTY-  IN/FRANKLIN
 JZ2015  COUNTRY     -  US
 JZ2015  USGS QUAD   -  SPADES (2019)
 JZ2015
 JZ2015                         *CURRENT SURVEY CONTROL
 JZ2015  ______________________________________________________________________
 JZ2015* NAD 83(1986) POSITION- 39 20 21.     (N) 085 06 51.     (W)   SCALED
 JZ2015* NAVD 88 ORTHO HEIGHT -   298.125 (meters)      978.10  (feet) ADJUSTED
 JZ2015  ______________________________________________________________________
 JZ2015  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 JZ2015  DYNAMIC HEIGHT  -        297.938 (meters)      977.48  (feet) COMP
 JZ2015  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JZ2015
 JZ2015  VERT ORDER      -  SECOND    CLASS 0
 JZ2015
 JZ2015.The horizontal coordinates were scaled from a map and have
 JZ2015.an estimated accuracy of +/- 6 seconds.
 JZ2015
 JZ2015.The orthometric height was determined by differential leveling and
 JZ2015.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2015.in June 1991.
 JZ2015
 JZ2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2015.GEOID18 height accuracy estimate available here.
 JZ2015
 JZ2015.Click photographs - Photos may exist for this station.
 JZ2015
 JZ2015.The dynamic height is computed by dividing the NAVD 88
 JZ2015.geopotential number by the normal gravity value computed on the
 JZ2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2015.degrees latitude (g = 980.6199 gals.).
 JZ2015
 JZ2015.The modeled gravity was interpolated from observed gravity values.
 JZ2015
 JZ2015;                    North         East    Units  Estimated Accuracy
 JZ2015;SPC IN E     -   454,290.      147,630.      MT  (+/- 180 meters Scaled)
 JZ2015
 JZ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ625561(NAD 83)
 JZ2015
 JZ2015                          SUPERSEDED SURVEY CONTROL
 JZ2015
 JZ2015  NGVD 29 (??/??/92)  298.285  (m)          978.62   (f) ADJ UNCH    2 0
 JZ2015
 JZ2015.Superseded values are not recommended for survey control.
 JZ2015
 JZ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2015.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2015
 JZ2015_MARKER: DB = BENCH MARK DISK
 JZ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2015_STAMPING: Q 264 1947
 JZ2015_MARK LOGO: CGS
 JZ2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2015+STABILITY: SURFACE MOTION
 JZ2015
 JZ2015  HISTORY     - Date     Condition        Report By
 JZ2015  HISTORY     - 1947     MONUMENTED       CGS
 JZ2015
 JZ2015                          STATION DESCRIPTION
 JZ2015
 JZ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2015'0.6 MI SW FROM ST MARYS.
 JZ2015'ABOUT 0.6 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 JZ2015'CATHOLIC CHURCH AT ST. MARYS, AT THE JUNCTION OF A GRAVEL ROAD
 JZ2015'SOUTH AND A TURN IN THE MAIN ROAD WITH TANGENTS NORTHEAST AND
 JZ2015'WEST, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP
 JZ2015'ROAD, 140 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 16
 JZ2015'FEET SOUTH OF A GRAVEL DRIVE CONNECTING THE GRAVEL ROAD AND THE
 JZ2015'BLACK TOP ROAD, 3 FEET WEST OF POWER POLE NO. B 317 N 65, 2.5
 JZ2015'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET
 JZ2015'BELOW THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2015'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0939 ***********************************************************************
 JZ0939  DESIGNATION -  Q 265
 JZ0939  PID         -  JZ0939
 JZ0939  STATE/COUNTY-  IN/FRANKLIN
 JZ0939  COUNTRY     -  US
 JZ0939  USGS QUAD   -  WHITCOMB (2019)
 JZ0939
 JZ0939                         *CURRENT SURVEY CONTROL
 JZ0939  ______________________________________________________________________
 JZ0939* NAD 83(1986) POSITION- 39 25 02.     (N) 084 55 53.     (W)   SCALED
 JZ0939* NAVD 88 ORTHO HEIGHT -   294.491 (meters)      966.18  (feet) ADJUSTED
 JZ0939  ______________________________________________________________________
 JZ0939  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 JZ0939  DYNAMIC HEIGHT  -        294.316 (meters)      965.60  (feet) COMP
 JZ0939  MODELED GRAVITY -    980,024.3   (mgal)                       NAVD 88
 JZ0939
 JZ0939  VERT ORDER      -  SECOND    CLASS 0
 JZ0939
 JZ0939.The horizontal coordinates were scaled from a map and have
 JZ0939.an estimated accuracy of +/- 6 seconds.
 JZ0939
 JZ0939.The orthometric height was determined by differential leveling and
 JZ0939.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0939.in June 1991.
 JZ0939
 JZ0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0939.GEOID18 height accuracy estimate available here.
 JZ0939
 JZ0939.Click photographs - Photos may exist for this station.
 JZ0939
 JZ0939.The dynamic height is computed by dividing the NAVD 88
 JZ0939.geopotential number by the normal gravity value computed on the
 JZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0939.degrees latitude (g = 980.6199 gals.).
 JZ0939
 JZ0939.The modeled gravity was interpolated from observed gravity values.
 JZ0939
 JZ0939;                    North         East    Units  Estimated Accuracy
 JZ0939;SPC IN E     -   463,070.      163,320.      MT  (+/- 180 meters Scaled)
 JZ0939
 JZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ780651(NAD 83)
 JZ0939
 JZ0939                          SUPERSEDED SURVEY CONTROL
 JZ0939
 JZ0939  NGVD 29 (??/??/92)  294.670  (m)          966.76   (f) ADJ UNCH    2 0
 JZ0939
 JZ0939.Superseded values are not recommended for survey control.
 JZ0939
 JZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0939.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0939
 JZ0939_MARKER: DB = BENCH MARK DISK
 JZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0939_STAMPING: Q 265 1947
 JZ0939_MARK LOGO: CGS
 JZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0939+STABILITY: SURFACE MOTION
 JZ0939
 JZ0939  HISTORY     - Date     Condition        Report By
 JZ0939  HISTORY     - 1947     MONUMENTED       CGS
 JZ0939
 JZ0939                          STATION DESCRIPTION
 JZ0939
 JZ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0939'4.6 MI E FROM BROOKVILLE.
 JZ0939'4.65 MILES EAST ALONG STATE HIGHWAY 252 FROM THE COURT HOUSE AT
 JZ0939'BROOKVILLE, ABOUT 3.3 MILES WEST OF THE PRESBYTERIAN CHURCH AT
 JZ0939'MT. CARMEL, ABOUT 0.2 MILE WEST OF THE CROSSROADS AT PALESTINE,
 JZ0939'ABOUT 0.3 MILE EAST OF A GRAVEL CROSS ROAD, 63.5 FEET SOUTHWEST
 JZ0939'AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A GRAY BRICK
 JZ0939'FARM HOUSE BELONGING TO OSCAR SCOTT, DIRECTLY ACROSS THE HIGHWAY
 JZ0939'FROM A WOODEN GATE IN THE NORTH RIGHT-OF-WAY FENCE, 53 FEET
 JZ0939'WEST OF THE CENTER LINE OF A FARM LANE LEADING SOUTH, 15 FEET
 JZ0939'WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE LINE, 3.5
 JZ0939'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0939'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ0939'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2273 ***********************************************************************
 JZ2273  DESIGNATION -  Q 266
 JZ2273  PID         -  JZ2273
 JZ2273  STATE/COUNTY-  IN/DECATUR
 JZ2273  COUNTRY     -  US
 JZ2273  USGS QUAD   -  ADAMS (2019)
 JZ2273
 JZ2273                         *CURRENT SURVEY CONTROL
 JZ2273  ______________________________________________________________________
 JZ2273* NAD 83(1986) POSITION- 39 23 24.     (N) 085 36 58.     (W)   SCALED
 JZ2273* NAVD 88 ORTHO HEIGHT -   261.542 (meters)      858.08  (feet) ADJUSTED
 JZ2273  ______________________________________________________________________
 JZ2273  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 JZ2273  DYNAMIC HEIGHT  -        261.382 (meters)      857.55  (feet) COMP
 JZ2273  MODELED GRAVITY -    980,007.5   (mgal)                       NAVD 88
 JZ2273
 JZ2273  VERT ORDER      -  SECOND    CLASS 0
 JZ2273
 JZ2273.The horizontal coordinates were scaled from a map and have
 JZ2273.an estimated accuracy of +/- 6 seconds.
 JZ2273
 JZ2273.The orthometric height was determined by differential leveling and
 JZ2273.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2273.in June 1991.
 JZ2273
 JZ2273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2273.GEOID18 height accuracy estimate available here.
 JZ2273
 JZ2273.Click photographs - Photos may exist for this station.
 JZ2273
 JZ2273.The dynamic height is computed by dividing the NAVD 88
 JZ2273.geopotential number by the normal gravity value computed on the
 JZ2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2273.degrees latitude (g = 980.6199 gals.).
 JZ2273
 JZ2273.The modeled gravity was interpolated from observed gravity values.
 JZ2273
 JZ2273;                    North         East    Units  Estimated Accuracy
 JZ2273;SPC IN E     -   459,790.      104,360.      MT  (+/- 180 meters Scaled)
 JZ2273
 JZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ191609(NAD 83)
 JZ2273
 JZ2273                          SUPERSEDED SURVEY CONTROL
 JZ2273
 JZ2273  NGVD 29 (??/??/92)  261.658  (m)          858.46   (f) ADJ UNCH    2 0
 JZ2273
 JZ2273.Superseded values are not recommended for survey control.
 JZ2273
 JZ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2273.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2273
 JZ2273_MARKER: DB = BENCH MARK DISK
 JZ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2273_STAMPING: Q 266 1947
 JZ2273_MARK LOGO: CGS
 JZ2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2273+STABILITY: SURFACE MOTION
 JZ2273
 JZ2273  HISTORY     - Date     Condition        Report By
 JZ2273  HISTORY     - 1947     MONUMENTED       CGS
 JZ2273
 JZ2273                          STATION DESCRIPTION
 JZ2273
 JZ2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2273'3 MI S FROM ST PAUL.
 JZ2273'ABOUT 3.05 MILE SOUTH ALONG THE ST. PAUL-CLIFTY ROAD FROM THE
 JZ2273'NEW YORK CENTRAL RAILROAD STATION AT ST. PAUL, IN THE NORTHWEST
 JZ2273'ANGLE OF THE JUNCTION WITH A ROAD LEADING WEST, 72 FEET NORTHEAST
 JZ2273'AND ACROSS THE SIDE ROAD FROM THE NORTHEAST CORNER OF THE F.M.
 JZ2273'DAVIS FARM HOUSE, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD
 JZ2273'WEST, 18.5 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2273'5.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 JZ2273'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ2273'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2273'5 INCHES.  NOTE-- THIS MARK IS ABOUT 3.15 MILE NORTH ALONG THE
 JZ2273'ST. PAUL ROAD FROM THE POST OFFICE AT CLIFTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2263 ***********************************************************************
 JZ2263  DESIGNATION -  Q 267
 JZ2263  PID         -  JZ2263
 JZ2263  STATE/COUNTY-  IN/SHELBY
 JZ2263  COUNTRY     -  US
 JZ2263  USGS QUAD   -  WALDRON (2019)
 JZ2263
 JZ2263                         *CURRENT SURVEY CONTROL
 JZ2263  ______________________________________________________________________
 JZ2263* NAD 83(1986) POSITION- 39 23 15.     (N) 085 42 19.     (W)   SCALED
 JZ2263* NAVD 88 ORTHO HEIGHT -   245.512 (meters)      805.48  (feet) ADJUSTED
 JZ2263  ______________________________________________________________________
 JZ2263  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 JZ2263  DYNAMIC HEIGHT  -        245.363 (meters)      805.00  (feet) COMP
 JZ2263  MODELED GRAVITY -    980,013.8   (mgal)                       NAVD 88
 JZ2263
 JZ2263  VERT ORDER      -  SECOND    CLASS 0
 JZ2263
 JZ2263.The horizontal coordinates were scaled from a map and have
 JZ2263.an estimated accuracy of +/- 6 seconds.
 JZ2263
 JZ2263.The orthometric height was determined by differential leveling and
 JZ2263.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2263.in June 1991.
 JZ2263
 JZ2263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2263.GEOID18 height accuracy estimate available here.
 JZ2263
 JZ2263.Click photographs - Photos may exist for this station.
 JZ2263
 JZ2263.The dynamic height is computed by dividing the NAVD 88
 JZ2263.geopotential number by the normal gravity value computed on the
 JZ2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2263.degrees latitude (g = 980.6199 gals.).
 JZ2263
 JZ2263.The modeled gravity was interpolated from observed gravity values.
 JZ2263
 JZ2263;                    North         East    Units  Estimated Accuracy
 JZ2263;SPC IN E     -   459,520.       96,670.      MT  (+/- 180 meters Scaled)
 JZ2263
 JZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ115605(NAD 83)
 JZ2263
 JZ2263                          SUPERSEDED SURVEY CONTROL
 JZ2263
 JZ2263  NGVD 29 (??/??/92)  245.630  (m)          805.87   (f) ADJ UNCH    2 0
 JZ2263
 JZ2263.Superseded values are not recommended for survey control.
 JZ2263
 JZ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2263.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2263
 JZ2263_MARKER: DB = BENCH MARK DISK
 JZ2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2263_STAMPING: Q 267 1947
 JZ2263_MARK LOGO: CGS
 JZ2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2263+STABILITY: SURFACE MOTION
 JZ2263
 JZ2263  HISTORY     - Date     Condition        Report By
 JZ2263  HISTORY     - 1947     MONUMENTED       CGS
 JZ2263
 JZ2263                          STATION DESCRIPTION
 JZ2263
 JZ2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2263'0.8 MI SE FROM GENEVA.
 JZ2263'ABOUT 0.85 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2263'CHURCH AT GENEVA, AT THE T.J. STOTSENBERG FARM, 67 FEET NORTHWEST
 JZ2263'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 16.5 FEET SOUTH
 JZ2263'OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF A FENCE CORNER,
 JZ2263'7.5 FEET WEST OF A TELEPHONE LINE POLE, 1 FOOT NORTH OF A FENCE
 JZ2263'LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 JZ2263'FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2263'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2181 ***********************************************************************
 JZ2181  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2181  DESIGNATION -  Q 268
 JZ2181  PID         -  JZ2181
 JZ2181  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2181  COUNTRY     -  US
 JZ2181  USGS QUAD   -  HOPE (2019)
 JZ2181
 JZ2181                         *CURRENT SURVEY CONTROL
 JZ2181  ______________________________________________________________________
 JZ2181* NAD 83(2011) POSITION- 39 19 13.66429(N) 085 46 16.02783(W)   ADJUSTED
 JZ2181* NAD 83(2011) ELLIP HT-   190.682 (meters)        (06/27/12)   ADJUSTED
 JZ2181* NAD 83(2011) EPOCH   -  2010.00
 JZ2181* NAVD 88 ORTHO HEIGHT -   224.646 (meters)      737.03  (feet) ADJUSTED
 JZ2181  ______________________________________________________________________
 JZ2181  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 JZ2181  NAD 83(2011) X  -    364,354.415 (meters)                     COMP
 JZ2181  NAD 83(2011) Y  - -4,927,555.930 (meters)                     COMP
 JZ2181  NAD 83(2011) Z  -  4,020,023.813 (meters)                     COMP
 JZ2181  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 JZ2181  DYNAMIC HEIGHT  -        224.509 (meters)      736.58  (feet) COMP
 JZ2181  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 JZ2181
 JZ2181  VERT ORDER      -  SECOND    CLASS 0
 JZ2181
 JZ2181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2181  Standards:
 JZ2181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2181  -------------------------------------------------------------------
 JZ2181  NETWORK    1.04   1.88           0.46   0.38   0.96     -0.00802407
 JZ2181  -------------------------------------------------------------------
 JZ2181  Click here for local accuracies and other accuracy information.
 JZ2181
 JZ2181.The horizontal coordinates were established by GPS observations
 JZ2181.and adjusted by the National Geodetic Survey in June 2012.
 JZ2181
 JZ2181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2181.been affixed to the stable North American tectonic plate. See 
 JZ2181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2181
 JZ2181.The horizontal coordinates are valid at the epoch date displayed above
 JZ2181.which is a decimal equivalence of Year/Month/Day.
 JZ2181
 JZ2181.The orthometric height was determined by differential leveling and
 JZ2181.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2181.in June 1991.
 JZ2181
 JZ2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2181.GEOID18 height accuracy estimate available here.
 JZ2181
 JZ2181.Click photographs - Photos may exist for this station.
 JZ2181
 JZ2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2181
 JZ2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2181
 JZ2181.The ellipsoidal height was determined by GPS observations
 JZ2181.and is referenced to NAD 83.
 JZ2181
 JZ2181.The dynamic height is computed by dividing the NAVD 88
 JZ2181.geopotential number by the normal gravity value computed on the
 JZ2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2181.degrees latitude (g = 980.6199 gals.).
 JZ2181
 JZ2181.The modeled gravity was interpolated from observed gravity values.
 JZ2181
 JZ2181. The following values were computed from the NAD 83(2011) position.
 JZ2181
 JZ2181;                    North         East     Units Scale Factor Converg.
 JZ2181;SPC IN E     -   452,077.566    90,992.941   MT  0.99996767   -0 03 58.3
 JZ2181;SPC IN E     - 1,483,191.15    298,532.67   sFT  0.99996767   -0 03 58.3
 JZ2181;UTM  16      - 4,353,059.508   605,930.919   MT  0.99973816   +0 46 43.5
 JZ2181
 JZ2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2181!SPC IN E     -   0.99997008  x   0.99996767  =   0.99993776
 JZ2181!UTM  16      -   0.99997008  x   0.99973816  =   0.99970825
 JZ2181
 JZ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0593053059(NAD 83)
 JZ2181
 JZ2181                          SUPERSEDED SURVEY CONTROL
 JZ2181
 JZ2181  NAD 83(2007)-  39 19 13.66441(N)    085 46 16.02867(W) AD(2002.00) 0
 JZ2181  ELLIP H (02/10/07)  190.702  (m)                       GP(2002.00)    
 JZ2181  NAD 83(1997)-  39 19 13.66448(N)    085 46 16.02858(W) AD(       ) A
 JZ2181  ELLIP H (01/19/05)  190.711  (m)                       GP(       ) 4 1
 JZ2181  NAVD 88             224.65   (m)          737.0    (f) LEVELING    3  
 JZ2181  NGVD 29 (??/??/92)  224.764  (m)          737.41   (f) ADJ UNCH    2 0
 JZ2181
 JZ2181.Superseded values are not recommended for survey control.
 JZ2181
 JZ2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2181.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2181
 JZ2181_MARKER: DB = BENCH MARK DISK
 JZ2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2181_STAMPING: Q 268 1947
 JZ2181_MARK LOGO: CGS
 JZ2181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2181+STABILITY: SURFACE MOTION
 JZ2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2181+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2012
 JZ2181
 JZ2181  HISTORY     - Date     Condition        Report By
 JZ2181  HISTORY     - 1947     MONUMENTED       CGS
 JZ2181  HISTORY     - 20030701 GOOD             IN-005
 JZ2181  HISTORY     - 20120615 GOOD             WOOLPT
 JZ2181
 JZ2181                          STATION DESCRIPTION
 JZ2181
 JZ2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2181'1.4 MI N FROM HOPE.
 JZ2181'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2181'CHURCH AT HOPE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION WITH
 JZ2181'AN OFFSET EAST-WEST CROSSROAD, 40 FEET EAST OF THE CENTER LINE
 JZ2181'OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF ROAD EAST,
 JZ2181'27 FEET NORTH OF A TELEPHONE POLE, 5 FEET SOUTH OF A FENCE
 JZ2181'CORNER AND GATE POST, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 JZ2181'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2181'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2181'6 INCHES.
 JZ2181
 JZ2181                          STATION RECOVERY (2003)
 JZ2181
 JZ2181'RECOVERY NOTE BY BARTHOLOMEW COUNTY INDIANA 2003 (RS)
 JZ2181'THE STATION IS LOCATED ABOUT 11.5 MI NORTHEAST OF COLUMBUS, 10.6 MI
 JZ2181'EAST-SOUTHEAST OF  EDINBURG AND 1.15 MI NORTH OF HOPE.
 JZ2181'
 JZ2181'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 9 AND COUNTY
 JZ2181'ROAD 690 NORTH  IN HOPE, GO NORTH ON ROAD 9 FOR 1.15 MI TO THE
 JZ2181'INTERSECTION OF COUNTY ROAD  800 NORTH AND THE STATION IN THE
 JZ2181'SOUTHEAST QUADRANT.
 JZ2181'
 JZ2181'THE STATION IS 208.0 FT SOUTHEAST OF A RAILROAD SPIKE IN POWER POLE
 JZ2181'NUMBER 208-915, 92.5 FT  EAST-SOUTHEAST OF A CHISELED SQUARE IN TOP OF
 JZ2181'A 1.8 FT BY 1.8 FT CONCRETE POST, 92.5 FT  SOUTHEAST OF BARTHOLOMEW
 JZ2181'COUNTY SURVEY STANDARD CONCRETE MONUMENT (N1/4 COR. SEC.  17-10-7) AND
 JZ2181'80.0 FT EAST-SOUTHEAST OF THE TOP OF ISHC RIGHT-OF-WAY MARKER.
 JZ2181
 JZ2181                          STATION RECOVERY (2012)
 JZ2181
 JZ2181'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 JZ2181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2146 ***********************************************************************
 JZ2146  DESIGNATION -  Q 269
 JZ2146  PID         -  JZ2146
 JZ2146  STATE/COUNTY-  IN/SHELBY
 JZ2146  COUNTRY     -  US
 JZ2146  USGS QUAD   -  WALDRON (2019)
 JZ2146
 JZ2146                         *CURRENT SURVEY CONTROL
 JZ2146  ______________________________________________________________________
 JZ2146* NAD 83(1986) POSITION- 39 29 14.     (N) 085 43 14.     (W)   SCALED
 JZ2146* NAVD 88 ORTHO HEIGHT -   252.386 (meters)      828.04  (feet) ADJUSTED
 JZ2146  ______________________________________________________________________
 JZ2146  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 JZ2146  DYNAMIC HEIGHT  -        252.236 (meters)      827.54  (feet) COMP
 JZ2146  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 JZ2146
 JZ2146  VERT ORDER      -  FIRST     CLASS II
 JZ2146
 JZ2146.The horizontal coordinates were scaled from a map and have
 JZ2146.an estimated accuracy of +/- 6 seconds.
 JZ2146
 JZ2146.The orthometric height was determined by differential leveling and
 JZ2146.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2146.in June 1991.
 JZ2146
 JZ2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2146.GEOID18 height accuracy estimate available here.
 JZ2146
 JZ2146.Click photographs - Photos may exist for this station.
 JZ2146
 JZ2146.The dynamic height is computed by dividing the NAVD 88
 JZ2146.geopotential number by the normal gravity value computed on the
 JZ2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2146.degrees latitude (g = 980.6199 gals.).
 JZ2146
 JZ2146.The modeled gravity was interpolated from observed gravity values.
 JZ2146
 JZ2146;                    North         East    Units  Estimated Accuracy
 JZ2146;SPC IN E     -   470,590.       95,360.      MT  (+/- 180 meters Scaled)
 JZ2146
 JZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ100716(NAD 83)
 JZ2146
 JZ2146                          SUPERSEDED SURVEY CONTROL
 JZ2146
 JZ2146  NGVD 29 (??/??/92)  252.498  (m)          828.40   (f) ADJ UNCH    1 2
 JZ2146
 JZ2146.Superseded values are not recommended for survey control.
 JZ2146
 JZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2146.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2146
 JZ2146_MARKER: DB = BENCH MARK DISK
 JZ2146_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2146_SP_SET: BRIDGE HEADWALL
 JZ2146_STAMPING: Q 269 1947
 JZ2146_MARK LOGO: CGS
 JZ2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2146
 JZ2146  HISTORY     - Date     Condition        Report By
 JZ2146  HISTORY     - 1947     MONUMENTED       CGS
 JZ2146  HISTORY     - 1986     GOOD             NGS
 JZ2146
 JZ2146                          STATION DESCRIPTION
 JZ2146
 JZ2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2146'3.6 MI NW FROM WALDRON.
 JZ2146'ABOUT 3.65 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2146'FROM THE STATION AT WALDRON, ABOUT 3 RAILS NORTHWEST OF MILE
 JZ2146'POST 79, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JZ2146'CONCRETE HEAD WALL OF A DOUBLE ARCH CONCRETE BRIDGE NO. 395 OVER
 JZ2146'A CREEK, 6 FEET NORTHEAST OF AND ABOUT 2 FEET BELOW THE TRACK.
 JZ2146'MARK IS ABOUT 3.85 MILES SOUTHEAST OF THE STATION AT SHELBYVILLE,
 JZ2146'SHELBY COUNTY.
 JZ2146
 JZ2146                          STATION RECOVERY (1986)
 JZ2146
 JZ2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2146'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 JZ2146'WESTERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH INTERSTATE
 JZ2146'HIGHWAY 74 IN SHELBYVILLE, THENCE 5.9 KM (3.65 MI) SOUTHEASTERLY ALONG
 JZ2146'THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0745 ***********************************************************************
 LB0745  DESIGNATION -  Q 27
 LB0745  PID         -  LB0745
 LB0745  STATE/COUNTY-  IN/CLINTON
 LB0745  COUNTRY     -  US
 LB0745  USGS QUAD   -  FRANKFORT (2019)
 LB0745
 LB0745                         *CURRENT SURVEY CONTROL
 LB0745  ______________________________________________________________________
 LB0745* NAD 83(1986) POSITION- 40 16 57.     (N) 086 30 58.     (W)   SCALED
 LB0745* NAVD 88 ORTHO HEIGHT -   262.469 (meters)      861.12  (feet) ADJUSTED
 LB0745  ______________________________________________________________________
 LB0745  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 LB0745  DYNAMIC HEIGHT  -        262.332 (meters)      860.67  (feet) COMP
 LB0745  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 LB0745
 LB0745  VERT ORDER      -  SECOND    CLASS 0
 LB0745
 LB0745.The horizontal coordinates were scaled from a map and have
 LB0745.an estimated accuracy of +/- 6 seconds.
 LB0745
 LB0745.The orthometric height was determined by differential leveling and
 LB0745.adjusted by the NATIONAL GEODETIC SURVEY
 LB0745.in June 1991.
 LB0745
 LB0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0745.GEOID18 height accuracy estimate available here.
 LB0745
 LB0745.Click photographs - Photos may exist for this station.
 LB0745
 LB0745.The dynamic height is computed by dividing the NAVD 88
 LB0745.geopotential number by the normal gravity value computed on the
 LB0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0745.degrees latitude (g = 980.6199 gals.).
 LB0745
 LB0745.The modeled gravity was interpolated from observed gravity values.
 LB0745
 LB0745;                    North         East    Units  Estimated Accuracy
 LB0745;SPC IN W     -   559,040.      948,240.      MT  (+/- 180 meters Scaled)
 LB0745
 LB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK411592(NAD 83)
 LB0745
 LB0745                          SUPERSEDED SURVEY CONTROL
 LB0745
 LB0745  NGVD 29 (??/??/92)  262.58   (m)          861.5    (f) COMPUTED    2 0
 LB0745
 LB0745.Superseded values are not recommended for survey control.
 LB0745
 LB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0745.See file dsdata.pdf to determine how the superseded data were derived.
 LB0745
 LB0745_MARKER: DB = BENCH MARK DISK
 LB0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0745_STAMPING: Q 27 1934
 LB0745_MARK LOGO: CGS
 LB0745_PROJECTION: FLUSH
 LB0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0745+STABILITY: SURFACE MOTION
 LB0745
 LB0745  HISTORY     - Date     Condition        Report By
 LB0745  HISTORY     - 1934     MONUMENTED       CGS
 LB0745  HISTORY     - 1946     GOOD             CGS
 LB0745
 LB0745                          STATION DESCRIPTION
 LB0745
 LB0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0745'AT FRANKFORT.
 LB0745'AT FRANKFORT, CLINTON COUNTY, 15 YARDS EAST OF THE EAST END OF
 LB0745'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 15 YARDS
 LB0745'WEST OF THE CROSSING OF BUNNEL STREET, AT THE NORTH EDGE OF THE
 LB0745'GRASS PLOT AT THE EAST END OF THE STATION, AND 2 FEET SOUTH OF
 LB0745'THE SOUTH EDGE OF THE SIDEWALK PARALLELING THE TRACK.  A STANDARD
 LB0745'DISK, STAMPED Q 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0745'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2157 ***********************************************************************
 JZ2157  DESIGNATION -  Q 270
 JZ2157  PID         -  JZ2157
 JZ2157  STATE/COUNTY-  IN/JENNINGS
 JZ2157  COUNTRY     -  US
 JZ2157  USGS QUAD   -  NORTH VERNON (2019)
 JZ2157
 JZ2157                         *CURRENT SURVEY CONTROL
 JZ2157  ______________________________________________________________________
 JZ2157* NAD 83(1986) POSITION- 39 04 19.06   (N) 085 43 09.46   (W)   HD_HELD1
 JZ2157* NAVD 88 ORTHO HEIGHT -   199.928 (meters)      655.93  (feet) ADJUSTED
 JZ2157  ______________________________________________________________________
 JZ2157  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2157  DYNAMIC HEIGHT  -        199.802 (meters)      655.52  (feet) COMP
 JZ2157  MODELED GRAVITY -    979,995.2   (mgal)                       NAVD 88
 JZ2157
 JZ2157  VERT ORDER      -  SECOND    CLASS 0
 JZ2157
 JZ2157.The horizontal coordinates were determined by differentially corrected
 JZ2157.hand held GPS observations or other comparable positioning techniques
 JZ2157.and have an estimated accuracy of +/- 3 meters.
 JZ2157
 JZ2157.The orthometric height was determined by differential leveling and
 JZ2157.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2157.in June 1991.
 JZ2157
 JZ2157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2157.GEOID18 height accuracy estimate available here.
 JZ2157
 JZ2157.Click photographs - Photos may exist for this station.
 JZ2157
 JZ2157.The dynamic height is computed by dividing the NAVD 88
 JZ2157.geopotential number by the normal gravity value computed on the
 JZ2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2157.degrees latitude (g = 980.6199 gals.).
 JZ2157
 JZ2157.The modeled gravity was interpolated from observed gravity values.
 JZ2157
 JZ2157;                    North         East    Units  Estimated Accuracy
 JZ2157;SPC IN E     -   424,486.2      95,445.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2157
 JZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1078825542(NAD 83)
 JZ2157
 JZ2157                          SUPERSEDED SURVEY CONTROL
 JZ2157
 JZ2157  NGVD 29 (??/??/92)  200.049  (m)          656.33   (f) ADJ UNCH    2 0
 JZ2157
 JZ2157.Superseded values are not recommended for survey control.
 JZ2157
 JZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2157.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2157
 JZ2157_MARKER: DB = BENCH MARK DISK
 JZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2157_STAMPING: Q 270 1947
 JZ2157_MARK LOGO: CGS
 JZ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2157+STABILITY: SURFACE MOTION
 JZ2157
 JZ2157  HISTORY     - Date     Condition        Report By
 JZ2157  HISTORY     - 1947     MONUMENTED       CGS
 JZ2157
 JZ2157                          STATION DESCRIPTION
 JZ2157
 JZ2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2157'0.6 MI S FROM SCIPIO.
 JZ2157'ABOUT 0.55 MILE SOUTH ALONG A COUNTY ROAD FROM THE PRESBYTERIAN
 JZ2157'CHURCH AT SCIPIO, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 JZ2157'OF AN EAST-WEST GRAVEL ROAD, 58 FEET NORTH OF THE CENTER LINE
 JZ2157'OF THE CROSS ROAD, 16 FEET WEST OF THE CENTER LINE OF THE
 JZ2157'NORTH-SOUTH ROAD, 8 FEET NORTH OF A 24-INCH TREE IN THE FENCE
 JZ2157'LINE, 39.5 FEET NORTH OF A FENCE CORNER POST, 1 FOOT EAST OF
 JZ2157'THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2157'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ2157'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2204 ***********************************************************************
 JZ2204  DESIGNATION -  Q 271
 JZ2204  PID         -  JZ2204
 JZ2204  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2204  COUNTRY     -  US
 JZ2204  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2204
 JZ2204                         *CURRENT SURVEY CONTROL
 JZ2204  ______________________________________________________________________
 JZ2204* NAD 83(1986) POSITION- 39 08 38.     (N) 085 46 56.     (W)   SCALED
 JZ2204* NAVD 88 ORTHO HEIGHT -   206.693 (meters)      678.13  (feet) ADJUSTED
 JZ2204  ______________________________________________________________________
 JZ2204  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 JZ2204  DYNAMIC HEIGHT  -        206.565 (meters)      677.71  (feet) COMP
 JZ2204  MODELED GRAVITY -    980,002.6   (mgal)                       NAVD 88
 JZ2204
 JZ2204  VERT ORDER      -  SECOND    CLASS 0
 JZ2204
 JZ2204.The horizontal coordinates were scaled from a map and have
 JZ2204.an estimated accuracy of +/- 6 seconds.
 JZ2204
 JZ2204.The orthometric height was determined by differential leveling and
 JZ2204.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2204.in June 1991.
 JZ2204
 JZ2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2204.GEOID18 height accuracy estimate available here.
 JZ2204
 JZ2204.Click photographs - Photos may exist for this station.
 JZ2204
 JZ2204.The dynamic height is computed by dividing the NAVD 88
 JZ2204.geopotential number by the normal gravity value computed on the
 JZ2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2204.degrees latitude (g = 980.6199 gals.).
 JZ2204
 JZ2204.The modeled gravity was interpolated from observed gravity values.
 JZ2204
 JZ2204;                    North         East    Units  Estimated Accuracy
 JZ2204;SPC IN E     -   432,480.       90,010.      MT  (+/- 180 meters Scaled)
 JZ2204
 JZ2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ052334(NAD 83)
 JZ2204
 JZ2204                          SUPERSEDED SURVEY CONTROL
 JZ2204
 JZ2204  NGVD 29 (??/??/92)  206.816  (m)          678.53   (f) ADJ UNCH    2 0
 JZ2204
 JZ2204.Superseded values are not recommended for survey control.
 JZ2204
 JZ2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2204.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2204
 JZ2204_MARKER: DB = BENCH MARK DISK
 JZ2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2204_STAMPING: Q 271 1947
 JZ2204_MARK LOGO: CGS
 JZ2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2204+STABILITY: SURFACE MOTION
 JZ2204
 JZ2204  HISTORY     - Date     Condition        Report By
 JZ2204  HISTORY     - 1947     MONUMENTED       CGS
 JZ2204
 JZ2204                          STATION DESCRIPTION
 JZ2204
 JZ2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2204'3.4 MI SW FROM GRAMMER.
 JZ2204'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ2204'GRAMMER, THENCE ABOUT 3.1 MILES WEST ALONG A COUNTY ROAD, ABOUT
 JZ2204'225 FEET WEST-NORTHWEST AND ACROSS THE COUNTY ROAD FROM THE
 JZ2204'NORTHWEST CORNER OF ROCK CREEK TWP. DISTRICT 4 BRICK SCHOOL, AT
 JZ2204'THE ALBERT MEIR FARM, 85.5 FEET EAST OF THE CENTER LINE OF A
 JZ2204'DRIVE LEADING TO THE BARN YARD, 14 FEET NORTH OF THE CENTER LINE
 JZ2204'OF THE COUNTY ROAD, 4 FEET WEST OF A POWER POLE WITH TRANSFORMER,
 JZ2204'1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ2204'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2204'CONCRETE POST PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE
 JZ2204'POST OFFICE AT ELIZABETHTOWN BY GOING ABOUT 0.95 MILE NORTHEAST
 JZ2204'ALONG A BLACK TOP ROAD, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG
 JZ2204'STATE HIGHWAY 7, THENCE ABOUT 0.85 MILE NORTHEAST AND EAST ALONG
 JZ2204'A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1823 ***********************************************************************
 JZ1823  DESIGNATION -  Q 272
 JZ1823  PID         -  JZ1823
 JZ1823  STATE/COUNTY-  IN/RIPLEY
 JZ1823  COUNTRY     -  US
 JZ1823  USGS QUAD   -  BATESVILLE (2019)
 JZ1823
 JZ1823                         *CURRENT SURVEY CONTROL
 JZ1823  ______________________________________________________________________
 JZ1823* NAD 83(1986) POSITION- 39 17 14.     (N) 085 11 36.     (W)   SCALED
 JZ1823* NAVD 88 ORTHO HEIGHT -   300.551 (meters)      986.06  (feet) ADJUSTED
 JZ1823  ______________________________________________________________________
 JZ1823  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ1823  DYNAMIC HEIGHT  -        300.362 (meters)      985.44  (feet) COMP
 JZ1823  MODELED GRAVITY -    979,991.0   (mgal)                       NAVD 88
 JZ1823
 JZ1823  VERT ORDER      -  FIRST     CLASS II
 JZ1823
 JZ1823.The horizontal coordinates were scaled from a map and have
 JZ1823.an estimated accuracy of +/- 6 seconds.
 JZ1823
 JZ1823.The orthometric height was determined by differential leveling and
 JZ1823.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1823.in June 1991.
 JZ1823
 JZ1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1823.GEOID18 height accuracy estimate available here.
 JZ1823
 JZ1823.Click photographs - Photos may exist for this station.
 JZ1823
 JZ1823.The dynamic height is computed by dividing the NAVD 88
 JZ1823.geopotential number by the normal gravity value computed on the
 JZ1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1823.degrees latitude (g = 980.6199 gals.).
 JZ1823
 JZ1823.The modeled gravity was interpolated from observed gravity values.
 JZ1823
 JZ1823;                    North         East    Units  Estimated Accuracy
 JZ1823;SPC IN E     -   448,490.      140,840.      MT  (+/- 180 meters Scaled)
 JZ1823
 JZ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ558502(NAD 83)
 JZ1823
 JZ1823                          SUPERSEDED SURVEY CONTROL
 JZ1823
 JZ1823  NGVD 29 (??/??/92)  300.697  (m)          986.54   (f) ADJ UNCH    1 2
 JZ1823
 JZ1823.Superseded values are not recommended for survey control.
 JZ1823
 JZ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1823.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1823
 JZ1823_MARKER: DB = BENCH MARK DISK
 JZ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1823_STAMPING: Q 272 1947
 JZ1823_MARK LOGO: CGS
 JZ1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1823+STABILITY: SURFACE MOTION
 JZ1823
 JZ1823  HISTORY     - Date     Condition        Report By
 JZ1823  HISTORY     - 1947     MONUMENTED       CGS
 JZ1823  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1823
 JZ1823                          STATION DESCRIPTION
 JZ1823
 JZ1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1823'1 MI NW FROM MORRIS.
 JZ1823'ABOUT 1.0 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1823'FROM THE STATION AT MORRIS, SET A FARM LANE CROSSING, 32.5 FEET
 JZ1823'NORTH OF THE NORTH RAIL, 25 FEET EAST OF THE FARM LANE, 35.5
 JZ1823'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 46 PARALLELING
 JZ1823'THE TRACK, 3 FEET WEST OF POLE NO. 46/15, 2 FEET EAST OF A WHITE
 JZ1823'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE
 JZ1823'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1823
 JZ1823                          STATION RECOVERY (1986)
 JZ1823
 JZ1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1823'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0909 ***********************************************************************
 JZ0909  DESIGNATION -  Q 273
 JZ0909  PID         -  JZ0909
 JZ0909  STATE/COUNTY-  IN/DEARBORN
 JZ0909  COUNTRY     -  US
 JZ0909  USGS QUAD   -  HOOVEN (2016)
 JZ0909
 JZ0909                         *CURRENT SURVEY CONTROL
 JZ0909  ______________________________________________________________________
 JZ0909* NAD 83(1986) POSITION- 39 10 47.     (N) 084 52 13.     (W)   SCALED
 JZ0909* NAVD 88 ORTHO HEIGHT -   167.375 (meters)      549.13  (feet) ADJUSTED
 JZ0909  ______________________________________________________________________
 JZ0909  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 JZ0909  DYNAMIC HEIGHT  -        167.270 (meters)      548.79  (feet) COMP
 JZ0909  MODELED GRAVITY -    980,002.8   (mgal)                       NAVD 88
 JZ0909
 JZ0909  VERT ORDER      -  SECOND    CLASS 0
 JZ0909
 JZ0909.The horizontal coordinates were scaled from a map and have
 JZ0909.an estimated accuracy of +/- 6 seconds.
 JZ0909
 JZ0909.The orthometric height was determined by differential leveling and
 JZ0909.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0909.in June 1991.
 JZ0909
 JZ0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0909.GEOID18 height accuracy estimate available here.
 JZ0909
 JZ0909.Click photographs - Photos may exist for this station.
 JZ0909
 JZ0909.The dynamic height is computed by dividing the NAVD 88
 JZ0909.geopotential number by the normal gravity value computed on the
 JZ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0909.degrees latitude (g = 980.6199 gals.).
 JZ0909
 JZ0909.The modeled gravity was interpolated from observed gravity values.
 JZ0909
 JZ0909;                    North         East    Units  Estimated Accuracy
 JZ0909;SPC IN E     -   436,750.      168,810.      MT  (+/- 180 meters Scaled)
 JZ0909
 JZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ839388(NAD 83)
 JZ0909
 JZ0909                          SUPERSEDED SURVEY CONTROL
 JZ0909
 JZ0909  NGVD 29 (??/??/92)  167.577  (m)          549.79   (f) ADJ UNCH    2 0
 JZ0909
 JZ0909.Superseded values are not recommended for survey control.
 JZ0909
 JZ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0909.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0909
 JZ0909_MARKER: DB = BENCH MARK DISK
 JZ0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0909_SP_SET: BRIDGE SEAT
 JZ0909_STAMPING: Q 273 1947
 JZ0909_MARK LOGO: CGS
 JZ0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0909
 JZ0909  HISTORY     - Date     Condition        Report By
 JZ0909  HISTORY     - 1947     MONUMENTED       CGS
 JZ0909
 JZ0909                          STATION DESCRIPTION
 JZ0909
 JZ0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0909'4.3 MI E FROM GUILFORD.
 JZ0909'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT
 JZ0909'GUILFORD, THENCE ABOUT 2.1 MILES NORTH ALONG A ROAD LEADING TO
 JZ0909'BRIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 JZ0909'BRIDGE SEAT OF A 30-FOOT STEEL RAIL CONCRETE BRIDGE OVER A BRANCH
 JZ0909'OF SALT CREEK, 8 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 JZ0909'47 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF A ROAD
 JZ0909'LEADING NORTHEAST, ABOUT 0.5 FOOT NORTHEAST OF THE STEEL BEAM
 JZ0909'AND 1 FOOT BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1271 ***********************************************************************
 JZ1271  DESIGNATION -  Q 274
 JZ1271  PID         -  JZ1271
 JZ1271  STATE/COUNTY-  IN/UNION
 JZ1271  COUNTRY     -  US
 JZ1271  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1271
 JZ1271                         *CURRENT SURVEY CONTROL
 JZ1271  ______________________________________________________________________
 JZ1271* NAD 83(1986) POSITION- 39 31 33.     (N) 084 51 13.     (W)   SCALED
 JZ1271* NAVD 88 ORTHO HEIGHT -   303.540 (meters)      995.86  (feet) ADJUSTED
 JZ1271  ______________________________________________________________________
 JZ1271  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 JZ1271  DYNAMIC HEIGHT  -        303.365 (meters)      995.29  (feet) COMP
 JZ1271  MODELED GRAVITY -    980,043.0   (mgal)                       NAVD 88
 JZ1271
 JZ1271  VERT ORDER      -  SECOND    CLASS 0
 JZ1271
 JZ1271.The horizontal coordinates were scaled from a map and have
 JZ1271.an estimated accuracy of +/- 6 seconds.
 JZ1271
 JZ1271.The orthometric height was determined by differential leveling and
 JZ1271.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1271.in June 1991.
 JZ1271
 JZ1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1271.GEOID18 height accuracy estimate available here.
 JZ1271
 JZ1271.Click photographs - Photos may exist for this station.
 JZ1271
 JZ1271.The dynamic height is computed by dividing the NAVD 88
 JZ1271.geopotential number by the normal gravity value computed on the
 JZ1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1271.degrees latitude (g = 980.6199 gals.).
 JZ1271
 JZ1271.The modeled gravity was interpolated from observed gravity values.
 JZ1271
 JZ1271;                    North         East    Units  Estimated Accuracy
 JZ1271;SPC IN E     -   475,190.      169,910.      MT  (+/- 180 meters Scaled)
 JZ1271
 JZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844773(NAD 83)
 JZ1271
 JZ1271                          SUPERSEDED SURVEY CONTROL
 JZ1271
 JZ1271  NGVD 29 (??/??/92)  303.701  (m)          996.39   (f) ADJ UNCH    2 0
 JZ1271
 JZ1271.Superseded values are not recommended for survey control.
 JZ1271
 JZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1271.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1271
 JZ1271_MARKER: DB = BENCH MARK DISK
 JZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1271_STAMPING: Q 274 1947
 JZ1271_MARK LOGO: CGS
 JZ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1271+STABILITY: SURFACE MOTION
 JZ1271
 JZ1271  HISTORY     - Date     Condition        Report By
 JZ1271  HISTORY     - 1947     MONUMENTED       CGS
 JZ1271
 JZ1271                          STATION DESCRIPTION
 JZ1271
 JZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1271'1.7 MI NE FROM NEW BATH.
 JZ1271'0.5 MILE EAST ALONG A BLACK TOP ROAD FROM THE STATE BANK AT
 JZ1271'NEW BATH, THENCE ABOUT 1.2 MILES NORTH ALONG A BLACK TOP ROAD,
 JZ1271'ABOUT 0.2 MILE NORTH OF THE UNION-FRANKLIN COUNTY LINE, ABOUT
 JZ1271'0.7 MILE SOUTH OF THE CROSSROADS AT CHARLOTTESVILLE, ABOUT 117
 JZ1271'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY WHITE FARM
 JZ1271'HOUSE, 79.5 FEET NORTH OF THE CENTER LINE OF A DRIVE WAY TO THE
 JZ1271'HOUSE, 49.5 FEET NORTH OF POWER POLE NO. 557/931, 44.5 FEET
 JZ1271'SOUTH OF A T FENCE CORNER POST, 21 FEET WEST OF THE CENTER LINE
 JZ1271'OF THE ROAD, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1271'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1271'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0922 ***********************************************************************
 HA0922  DESIGNATION -  Q 275
 HA0922  PID         -  HA0922
 HA0922  STATE/COUNTY-  IN/POSEY
 HA0922  COUNTRY     -  US
 HA0922  USGS QUAD   -  EMMA (2018)
 HA0922
 HA0922                         *CURRENT SURVEY CONTROL
 HA0922  ______________________________________________________________________
 HA0922* NAD 83(1986) POSITION- 37 55 45.     (N) 087 59 59.     (W)   SCALED
 HA0922* NAVD 88 ORTHO HEIGHT -   110.997 (meters)      364.16  (feet) ADJUSTED
 HA0922  ______________________________________________________________________
 HA0922  GEOID HEIGHT    -        -30.461 (meters)                     GEOID18
 HA0922  DYNAMIC HEIGHT  -        110.921 (meters)      363.91  (feet) COMP
 HA0922  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 HA0922
 HA0922  VERT ORDER      -  FIRST     CLASS II
 HA0922
 HA0922.The horizontal coordinates were scaled from a map and have
 HA0922.an estimated accuracy of +/- 6 seconds.
 HA0922
 HA0922.The orthometric height was determined by differential leveling and
 HA0922.adjusted by the NATIONAL GEODETIC SURVEY
 HA0922.in June 1991.
 HA0922
 HA0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0922.GEOID18 height accuracy estimate available here.
 HA0922
 HA0922.Click photographs - Photos may exist for this station.
 HA0922
 HA0922.The dynamic height is computed by dividing the NAVD 88
 HA0922.geopotential number by the normal gravity value computed on the
 HA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0922.degrees latitude (g = 980.6199 gals.).
 HA0922
 HA0922.The modeled gravity was interpolated from observed gravity values.
 HA0922
 HA0922;                    North         East    Units  Estimated Accuracy
 HA0922;SPC IN W     -   298,030.      819,440.      MT  (+/- 180 meters Scaled)
 HA0922
 HA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG121984(NAD 83)
 HA0922
 HA0922                          SUPERSEDED SURVEY CONTROL
 HA0922
 HA0922  NGVD 29 (??/??/92)  111.107  (m)          364.52   (f) ADJ UNCH    1 2
 HA0922
 HA0922.Superseded values are not recommended for survey control.
 HA0922
 HA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0922.See file dsdata.pdf to determine how the superseded data were derived.
 HA0922
 HA0922_MARKER: DB = BENCH MARK DISK
 HA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0922_STAMPING: Q 275 1954
 HA0922_MARK LOGO: CGS
 HA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0922+STABILITY: SURFACE MOTION
 HA0922
 HA0922  HISTORY     - Date     Condition        Report By
 HA0922  HISTORY     - 1954     MONUMENTED       CGS
 HA0922  HISTORY     - 1957     MARK NOT FOUND   USGS
 HA0922
 HA0922                          STATION DESCRIPTION
 HA0922
 HA0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0922'1.5 MI NW FROM PRAIRIE.
 HA0922'ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION
 HA0922'OF STATE HIGHWAY 762 AT PRAIRIE, THENCE ABOUT 1.0 MILE WEST ALONG
 HA0922'A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD SOUTH AND A DIM
 HA0922'ROAD NORTH, 24 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 42 1/2
 HA0922'FEET SOUTH-SOUTHWEST AND ACROSS EAST-WEST ROAD FROM POWER
 HA0922'POLE NO. 38918, 33 FEET SOUTHEAST OF CENTER OF INTERSECTION,
 HA0922'23 FEET EAST OF CENTER LINE OF ROAD SOUTH, 31 FEET NORTH-NORTHEAST
 HA0922'OF TELEPHONE POLE NO. 9, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HA0922'POST, ABOUT LEVEL WITH EAST-WEST ROAD AND SET IN THE TOP OF A
 HA0922'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 HA0922'FROM PRAIRIE BY GOING ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY
 HA0922'762 FROM THE CROSSROADS.  THENCE ABOUT 0.5 MILE NORTH ALONG
 HA0922'A GRAVEL ROAD.  THERE HAS BEEN A NEW FILL FOR THE HIGHWAY
 HA0922'AND THE MARK WOULD BE COVERED IF NOT DESTROYED.
 HA0922
 HA0922                          STATION RECOVERY (1957)
 HA0922
 HA0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HA0922'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1606 ***********************************************************************
 JZ1606  DESIGNATION -  Q 276
 JZ1606  PID         -  JZ1606
 JZ1606  STATE/COUNTY-  IN/FAYETTE
 JZ1606  COUNTRY     -  US
 JZ1606  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1606
 JZ1606                         *CURRENT SURVEY CONTROL
 JZ1606  ______________________________________________________________________
 JZ1606* NAD 83(1986) POSITION- 39 40 10.35   (N) 085 10 35.76   (W)   HD_HELD1
 JZ1606* NAVD 88 ORTHO HEIGHT -   305.701 (meters)     1002.95  (feet) ADJUSTED
 JZ1606  ______________________________________________________________________
 JZ1606  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ1606  DYNAMIC HEIGHT  -        305.522 (meters)     1002.37  (feet) COMP
 JZ1606  MODELED GRAVITY -    980,030.0   (mgal)                       NAVD 88
 JZ1606
 JZ1606  VERT ORDER      -  SECOND    CLASS 0
 JZ1606
 JZ1606.The horizontal coordinates were determined by differentially corrected
 JZ1606.hand held GPS observations or other comparable positioning techniques
 JZ1606.and have an estimated accuracy of +/- 3 meters.
 JZ1606
 JZ1606.The orthometric height was determined by differential leveling and
 JZ1606.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1606.in June 1991.
 JZ1606
 JZ1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1606.GEOID18 height accuracy estimate available here.
 JZ1606
 JZ1606.Click photographs - Photos may exist for this station.
 JZ1606
 JZ1606.The dynamic height is computed by dividing the NAVD 88
 JZ1606.geopotential number by the normal gravity value computed on the
 JZ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1606.degrees latitude (g = 980.6199 gals.).
 JZ1606
 JZ1606.The modeled gravity was interpolated from observed gravity values.
 JZ1606
 JZ1606;                    North         East    Units  Estimated Accuracy
 JZ1606;SPC IN E     -   490,942.4     142,048.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1606
 JZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5639792669(NAD 83)
 JZ1606
 JZ1606                          SUPERSEDED SURVEY CONTROL
 JZ1606
 JZ1606  NGVD 29 (??/??/92)  305.840  (m)         1003.41   (f) ADJ UNCH    2 0
 JZ1606
 JZ1606.Superseded values are not recommended for survey control.
 JZ1606
 JZ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1606.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1606
 JZ1606_MARKER: DB = BENCH MARK DISK
 JZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1606_STAMPING: Q 276 1947
 JZ1606_MARK LOGO: CGS
 JZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1606+STABILITY: SURFACE MOTION
 JZ1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1606+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 JZ1606
 JZ1606  HISTORY     - Date     Condition        Report By
 JZ1606  HISTORY     - 1947     MONUMENTED       CGS
 JZ1606  HISTORY     - 20030702 GOOD             GEOCAC
 JZ1606
 JZ1606                          STATION DESCRIPTION
 JZ1606
 JZ1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1606'1.2 MI S FROM HARRISBURGH.
 JZ1606'ABOUT 1.2 MILE SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL BUILDING
 JZ1606'AT HARRISBURGH ABOUT 130 YARDS SOUTH OF LICK CREEK CHURCH, 51
 JZ1606'FEET NORTH OF THE SOUTHWEST CORNER OF THE CEMETERY, 18 FEET
 JZ1606'EAST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF A 24-INCH
 JZ1606'MAPLE TREE, 18.5 FEET NORTHWEST OF A TOMBSTONE OF CHARLES RYMAN,
 JZ1606'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ1606'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1606'4 INCHES.
 JZ1606
 JZ1606                          STATION RECOVERY (2003)
 JZ1606
 JZ1606'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1606'THE MAPLE TREE AND WITNESS POST ARE GONE.  THE MARK IS SSW (NOT NW) OF
 JZ1606'CHARLES RYMAN S TOMBSTONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1299 ***********************************************************************
 JZ1299  DESIGNATION -  Q 277
 JZ1299  PID         -  JZ1299
 JZ1299  STATE/COUNTY-  IN/WAYNE
 JZ1299  COUNTRY     -  US
 JZ1299  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1299
 JZ1299                         *CURRENT SURVEY CONTROL
 JZ1299  ______________________________________________________________________
 JZ1299* NAD 83(1986) POSITION- 39 44 37.     (N) 084 48 51.     (W)   SCALED
 JZ1299* NAVD 88 ORTHO HEIGHT -   345.746 (meters)     1134.34  (feet) ADJUSTED
 JZ1299  ______________________________________________________________________
 JZ1299  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 JZ1299  DYNAMIC HEIGHT  -        345.542 (meters)     1133.67  (feet) COMP
 JZ1299  MODELED GRAVITY -    980,025.4   (mgal)                       NAVD 88
 JZ1299
 JZ1299  VERT ORDER      -  SECOND    CLASS 0
 JZ1299
 JZ1299.The horizontal coordinates were scaled from a map and have
 JZ1299.an estimated accuracy of +/- 6 seconds.
 JZ1299
 JZ1299.The orthometric height was determined by differential leveling and
 JZ1299.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1299.in June 1991.
 JZ1299
 JZ1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1299.GEOID18 height accuracy estimate available here.
 JZ1299
 JZ1299.Click photographs - Photos may exist for this station.
 JZ1299
 JZ1299.The dynamic height is computed by dividing the NAVD 88
 JZ1299.geopotential number by the normal gravity value computed on the
 JZ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1299.degrees latitude (g = 980.6199 gals.).
 JZ1299
 JZ1299.The modeled gravity was interpolated from observed gravity values.
 JZ1299
 JZ1299;                    North         East    Units  Estimated Accuracy
 JZ1299;SPC IN E     -   499,400.      173,070.      MT  (+/- 180 meters Scaled)
 JZ1299
 JZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK872015(NAD 83)
 JZ1299
 JZ1299                          SUPERSEDED SURVEY CONTROL
 JZ1299
 JZ1299  NGVD 29 (??/??/92)  345.893  (m)         1134.82   (f) ADJ UNCH    2 0
 JZ1299
 JZ1299.Superseded values are not recommended for survey control.
 JZ1299
 JZ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1299.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1299
 JZ1299_MARKER: DB = BENCH MARK DISK
 JZ1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1299_STAMPING: Q 277 1947
 JZ1299_MARK LOGO: CGS
 JZ1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1299+STABILITY: SURFACE MOTION
 JZ1299
 JZ1299  HISTORY     - Date     Condition        Report By
 JZ1299  HISTORY     - 1947     MONUMENTED       CGS
 JZ1299
 JZ1299                          STATION DESCRIPTION
 JZ1299
 JZ1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1299'2 MI E FROM BOSTON.
 JZ1299'2.0 MILES EAST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION
 JZ1299'OF STATE HIGHWAY 21 AT BOSTON, AT A CROSSROAD AND THE INDIANA-OHIO
 JZ1299'STATE LINE, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51
 JZ1299'FEET WEST OF THE CENTER LINE OF THE STATE LINE ROAD, 25 FEET
 JZ1299'WEST OF A CONCRETE TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE
 JZ1299'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE
 JZ1299'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  MARK IS ABOUT 2.8
 JZ1299'MILES WEST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT WEST
 JZ1299'FLORENCE, OHIO PREBLE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1307 ***********************************************************************
 HZ1307  DESIGNATION -  Q 278
 HZ1307  PID         -  HZ1307
 HZ1307  STATE/COUNTY-  IN/CLARK
 HZ1307  COUNTRY     -  US
 HZ1307  USGS QUAD   -  BORDEN (2019)
 HZ1307
 HZ1307                         *CURRENT SURVEY CONTROL
 HZ1307  ______________________________________________________________________
 HZ1307* NAD 83(1986) POSITION- 38 27 34.     (N) 085 55 08.     (W)   SCALED
 HZ1307* NAVD 88 ORTHO HEIGHT -   162.828 (meters)      534.21  (feet) ADJUSTED
 HZ1307  ______________________________________________________________________
 HZ1307  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 HZ1307  DYNAMIC HEIGHT  -        162.717 (meters)      533.85  (feet) COMP
 HZ1307  MODELED GRAVITY -    979,946.6   (mgal)                       NAVD 88
 HZ1307
 HZ1307  VERT ORDER      -  FIRST     CLASS II
 HZ1307
 HZ1307.The horizontal coordinates were scaled from a map and have
 HZ1307.an estimated accuracy of +/- 6 seconds.
 HZ1307
 HZ1307.The orthometric height was determined by differential leveling and
 HZ1307.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1307.in June 1991.
 HZ1307
 HZ1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1307.GEOID18 height accuracy estimate available here.
 HZ1307
 HZ1307.Click photographs - Photos may exist for this station.
 HZ1307
 HZ1307.The dynamic height is computed by dividing the NAVD 88
 HZ1307.geopotential number by the normal gravity value computed on the
 HZ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1307.degrees latitude (g = 980.6199 gals.).
 HZ1307
 HZ1307.The modeled gravity was interpolated from observed gravity values.
 HZ1307
 HZ1307;                    North         East    Units  Estimated Accuracy
 HZ1307;SPC IN E     -   356,520.       77,990.      MT  (+/- 180 meters Scaled)
 HZ1307
 HZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH943573(NAD 83)
 HZ1307
 HZ1307                          SUPERSEDED SURVEY CONTROL
 HZ1307
 HZ1307  NGVD 29 (??/??/92)  162.961  (m)          534.65   (f) ADJ UNCH    1 2
 HZ1307
 HZ1307.Superseded values are not recommended for survey control.
 HZ1307
 HZ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1307.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1307
 HZ1307_MARKER: DB = BENCH MARK DISK
 HZ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1307_STAMPING: Q 278 1949
 HZ1307_MARK LOGO: CGS
 HZ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1307+STABILITY: SURFACE MOTION
 HZ1307
 HZ1307  HISTORY     - Date     Condition        Report By
 HZ1307  HISTORY     - 1949     MONUMENTED       CGS
 HZ1307
 HZ1307                          STATION DESCRIPTION
 HZ1307
 HZ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1307'1.6 MI SE FROM BORDEN.
 HZ1307'ABOUT 1.6 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1307'AND LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A PRIVATE
 HZ1307'ROAD CROSSING TO AN OLD HOUSE SITE, 38.5 FEET SOUTH-SOUTHEAST
 HZ1307'OF THE CENTER OF THE CROSSING, 26 FEET SOUTH-SOUTHWEST OF THE
 HZ1307'SOUTH-SOUTHWEST RAIL, 10 FEET EAST-SOUTHEAST OF THE CENTER LINE
 HZ1307'OF THE PRIVATE ROAD, 4.5 FEET NORTH OF A 8-INCH ELM TREE, 1.5
 HZ1307'FEET NORTH-NORTHEAST OF THE R/W FENCE, 1.5 FEET EAST OF A
 HZ1307'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 HZ1307'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0178 ***********************************************************************
 JA0178  DESIGNATION -  Q 279
 JA0178  PID         -  JA0178
 JA0178  STATE/COUNTY-  IN/WASHINGTON
 JA0178  COUNTRY     -  US
 JA0178  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0178
 JA0178                         *CURRENT SURVEY CONTROL
 JA0178  ______________________________________________________________________
 JA0178* NAD 83(1986) POSITION- 38 40 15.     (N) 086 18 18.     (W)   SCALED
 JA0178* NAVD 88 ORTHO HEIGHT -   240.291 (meters)      788.35  (feet) ADJUSTED
 JA0178  ______________________________________________________________________
 JA0178  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 JA0178  DYNAMIC HEIGHT  -        240.132 (meters)      787.83  (feet) COMP
 JA0178  MODELED GRAVITY -    979,960.7   (mgal)                       NAVD 88
 JA0178
 JA0178  VERT ORDER      -  FIRST     CLASS II
 JA0178
 JA0178.The horizontal coordinates were scaled from a map and have
 JA0178.an estimated accuracy of +/- 6 seconds.
 JA0178
 JA0178.The orthometric height was determined by differential leveling and
 JA0178.adjusted by the NATIONAL GEODETIC SURVEY
 JA0178.in June 1991.
 JA0178
 JA0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0178.GEOID18 height accuracy estimate available here.
 JA0178
 JA0178.Click photographs - Photos may exist for this station.
 JA0178
 JA0178.The dynamic height is computed by dividing the NAVD 88
 JA0178.geopotential number by the normal gravity value computed on the
 JA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0178.degrees latitude (g = 980.6199 gals.).
 JA0178
 JA0178.The modeled gravity was interpolated from observed gravity values.
 JA0178
 JA0178;                    North         East    Units  Estimated Accuracy
 JA0178;SPC IN E     -   380,150.       44,450.      MT  (+/- 180 meters Scaled)
 JA0178
 JA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH604804(NAD 83)
 JA0178
 JA0178                          SUPERSEDED SURVEY CONTROL
 JA0178
 JA0178  NGVD 29 (??/??/92)  240.400  (m)          788.71   (f) ADJ UNCH    1 2
 JA0178
 JA0178.Superseded values are not recommended for survey control.
 JA0178
 JA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0178.See file dsdata.pdf to determine how the superseded data were derived.
 JA0178
 JA0178_MARKER: DB = BENCH MARK DISK
 JA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0178_STAMPING: Q 279 1949
 JA0178_MARK LOGO: CGS
 JA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0178+STABILITY: SURFACE MOTION
 JA0178
 JA0178  HISTORY     - Date     Condition        Report By
 JA0178  HISTORY     - 1949     MONUMENTED       CGS
 JA0178
 JA0178                          STATION DESCRIPTION
 JA0178
 JA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0178'2.8 MI NW FROM CAMPBELLSBURG.
 JA0178'ABOUT 2.8 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0178'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, ABOUT 0.15
 JA0178'MILE SOUTHEAST OF THE WASHINGTON-ORANGE COUNTY LINE, ABOUT 0.1
 JA0178'MILE EAST-SOUTHEAST OF MILE POST 269, 260 FEET EAST-SOUTHEAST OF
 JA0178'SEMAPHORE 269.0, 177 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 JA0178'PRIVATE ROAD CROSSING, 25 FEET SOUTH-SOUTHWEST OF THE CENTER
 JA0178'LINE OF STATE HIGHWAY 60, 18 FEET NORTHEAST OF THE NORTHEAST
 JA0178'RAIL, 8 FEET WEST OF A TELEPHONE POLE, 10 FEET SOUTH-SOUTHWEST OF
 JA0178'A POWER LINE POLE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JA0178'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JA0178'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1101 ***********************************************************************
 LB1101  DESIGNATION -  Q 28
 LB1101  PID         -  LB1101
 LB1101  STATE/COUNTY-  IN/WHITE
 LB1101  COUNTRY     -  US
 LB1101  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1101
 LB1101                         *CURRENT SURVEY CONTROL
 LB1101  ______________________________________________________________________
 LB1101* NAD 83(1986) POSITION- 40 44 55.     (N) 086 45 48.     (W)   SCALED
 LB1101* NAVD 88 ORTHO HEIGHT -   207.726 (meters)      681.51  (feet) ADJUSTED
 LB1101  ______________________________________________________________________
 LB1101  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 LB1101  DYNAMIC HEIGHT  -        207.629 (meters)      681.20  (feet) COMP
 LB1101  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 LB1101
 LB1101  VERT ORDER      -  SECOND    CLASS 0
 LB1101
 LB1101.The horizontal coordinates were scaled from a map and have
 LB1101.an estimated accuracy of +/- 6 seconds.
 LB1101
 LB1101.The orthometric height was determined by differential leveling and
 LB1101.adjusted by the NATIONAL GEODETIC SURVEY
 LB1101.in June 1991.
 LB1101
 LB1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1101.GEOID18 height accuracy estimate available here.
 LB1101
 LB1101.Click photographs - Photos may exist for this station.
 LB1101
 LB1101.The dynamic height is computed by dividing the NAVD 88
 LB1101.geopotential number by the normal gravity value computed on the
 LB1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1101.degrees latitude (g = 980.6199 gals.).
 LB1101
 LB1101.The modeled gravity was interpolated from observed gravity values.
 LB1101
 LB1101;                    North         East    Units  Estimated Accuracy
 LB1101;SPC IN W     -   610,690.      927,020.      MT  (+/- 180 meters Scaled)
 LB1101
 LB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL199108(NAD 83)
 LB1101
 LB1101                          SUPERSEDED SURVEY CONTROL
 LB1101
 LB1101  NGVD 29 (??/??/92)  207.835  (m)          681.87   (f) ADJ UNCH    2 0
 LB1101
 LB1101.Superseded values are not recommended for survey control.
 LB1101
 LB1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1101.See file dsdata.pdf to determine how the superseded data were derived.
 LB1101
 LB1101_MARKER: DB = BENCH MARK DISK
 LB1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1101_STAMPING: Q 28 1934
 LB1101_MARK LOGO: CGS
 LB1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1101+STABILITY: SURFACE MOTION
 LB1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1101+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2010
 LB1101
 LB1101  HISTORY     - Date     Condition        Report By
 LB1101  HISTORY     - 1934     MONUMENTED       CGS
 LB1101  HISTORY     - 1946     GOOD             CGS
 LB1101  HISTORY     - 1977     GOOD             LOCSUR
 LB1101  HISTORY     - 20100311 GOOD             AEROME
 LB1101
 LB1101                          STATION DESCRIPTION
 LB1101
 LB1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1101'AT MONTICELLO.
 LB1101'AT MONTICELLO, WHITE COUNTY, 63 YARDS EAST OF THE EAST END OF THE
 LB1101'PENNSYLVANIA RAILROAD STATION, IN THE SOUTHWEST QUARTER OF A
 LB1101'BRICK-PAVED STREET CROSSING, 21 YARDS WEST OF THE CENTERLINE OF
 LB1101'THE STREET, 6 YARDS NORTH OF THE CENTERLINE OF FOSTER STREET,
 LB1101'AND 6 YARDS SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 LB1101'Q 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LB1101'INCHES ABOVE GROUND.
 LB1101
 LB1101                          STATION RECOVERY (1977)
 LB1101
 LB1101'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LB1101'RECOVERED IN GOOD CONDITION.
 LB1101
 LB1101                          STATION RECOVERY (2010)
 LB1101
 LB1101'RECOVERY NOTE BY AERO METRIC INC 2010
 LB1101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0403 ***********************************************************************
 KA0403  DESIGNATION -  Q 280
 KA0403  PID         -  KA0403
 KA0403  STATE/COUNTY-  IN/GREENE
 KA0403  COUNTRY     -  US
 KA0403  USGS QUAD   -  SOLSBERRY (2019)
 KA0403
 KA0403                         *CURRENT SURVEY CONTROL
 KA0403  ______________________________________________________________________
 KA0403* NAD 83(1986) POSITION- 39 00 46.     (N) 086 48 27.     (W)   SCALED
 KA0403* NAVD 88 ORTHO HEIGHT -   230.701 (meters)      756.89  (feet) ADJUSTED
 KA0403  ______________________________________________________________________
 KA0403  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA0403  DYNAMIC HEIGHT  -        230.557 (meters)      756.42  (feet) COMP
 KA0403  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 KA0403
 KA0403  VERT ORDER      -  FIRST     CLASS II
 KA0403
 KA0403.The horizontal coordinates were scaled from a map and have
 KA0403.an estimated accuracy of +/- 6 seconds.
 KA0403
 KA0403.The orthometric height was determined by differential leveling and
 KA0403.adjusted by the NATIONAL GEODETIC SURVEY
 KA0403.in June 1991.
 KA0403
 KA0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0403.GEOID18 height accuracy estimate available here.
 KA0403
 KA0403.Click photographs - Photos may exist for this station.
 KA0403
 KA0403.The dynamic height is computed by dividing the NAVD 88
 KA0403.geopotential number by the normal gravity value computed on the
 KA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0403.degrees latitude (g = 980.6199 gals.).
 KA0403
 KA0403.The modeled gravity was interpolated from observed gravity values.
 KA0403
 KA0403;                    North         East    Units  Estimated Accuracy
 KA0403;SPC IN W     -   417,950.      923,890.      MT  (+/- 180 meters Scaled)
 KA0403
 KA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ166182(NAD 83)
 KA0403
 KA0403                          SUPERSEDED SURVEY CONTROL
 KA0403
 KA0403  NGVD 29 (??/??/92)  230.828  (m)          757.31   (f) ADJ UNCH    1 2
 KA0403
 KA0403.Superseded values are not recommended for survey control.
 KA0403
 KA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0403.See file dsdata.pdf to determine how the superseded data were derived.
 KA0403
 KA0403_MARKER: DB = BENCH MARK DISK
 KA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0403_STAMPING: Q 280 1949
 KA0403_MARK LOGO: CGS
 KA0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0403+STABILITY: SURFACE MOTION
 KA0403
 KA0403  HISTORY     - Date     Condition        Report By
 KA0403  HISTORY     - 1949     MONUMENTED       CGS
 KA0403
 KA0403                          STATION DESCRIPTION
 KA0403
 KA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0403'5 MI W FROM CINCINNATI.
 KA0403'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 54 FROM THE CHRISTIAN
 KA0403'CHURCH AT CINCINNATI, THENCE ABOUT 4.4 MILES SOUTHWEST ALONG
 KA0403'A GRAVEL ROAD, ABOUT 2.4 MILES EAST ALONG THE GRAVEL ROAD FROM
 KA0403'THE PARK SCHOOL, ABOUT 0.15 MILE NORTHEAST OF THE BODWELL SCHOOL,
 KA0403'AT THE JUNCTION OF A DRIVEWAY TO A HOUSE, 96 FEET NORTH OF THE
 KA0403'NORTHWEST CORNER OF THE HOUSE, 20 FEET SOUTHEAST OF THE CENTER
 KA0403'LINE OF THE GRAVEL ROAD, 11 FEET NORTHEAST OF A WELL WITH A
 KA0403'PUMP, 3 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE
 KA0403'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA0403'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA0403'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0190 ***********************************************************************
 JB0190  DESIGNATION -  Q 282
 JB0190  PID         -  JB0190
 JB0190  STATE/COUNTY-  IN/POSEY
 JB0190  COUNTRY     -  US
 JB0190  USGS QUAD   -  MAUNIE (2018)
 JB0190
 JB0190                         *CURRENT SURVEY CONTROL
 JB0190  ______________________________________________________________________
 JB0190* NAD 83(1986) POSITION- 38 02 38.     (N) 088 00 58.     (W)   SCALED
 JB0190* NAVD 88 ORTHO HEIGHT -   109.780 (meters)      360.17  (feet) ADJUSTED
 JB0190  ______________________________________________________________________
 JB0190  GEOID HEIGHT    -        -30.615 (meters)                     GEOID18
 JB0190  DYNAMIC HEIGHT  -        109.706 (meters)      359.93  (feet) COMP
 JB0190  MODELED GRAVITY -    979,953.3   (mgal)                       NAVD 88
 JB0190
 JB0190  VERT ORDER      -  FIRST     CLASS II
 JB0190
 JB0190.The horizontal coordinates were scaled from a map and have
 JB0190.an estimated accuracy of +/- 6 seconds.
 JB0190
 JB0190.The orthometric height was determined by differential leveling and
 JB0190.adjusted by the NATIONAL GEODETIC SURVEY
 JB0190.in June 1991.
 JB0190
 JB0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0190.GEOID18 height accuracy estimate available here.
 JB0190
 JB0190.Click photographs - Photos may exist for this station.
 JB0190
 JB0190.The dynamic height is computed by dividing the NAVD 88
 JB0190.geopotential number by the normal gravity value computed on the
 JB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0190.degrees latitude (g = 980.6199 gals.).
 JB0190
 JB0190.The modeled gravity was interpolated from observed gravity values.
 JB0190
 JB0190;                    North         East    Units  Estimated Accuracy
 JB0190;SPC IN W     -   310,780.      818,120.      MT  (+/- 180 meters Scaled)
 JB0190
 JB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH108111(NAD 83)
 JB0190
 JB0190                          SUPERSEDED SURVEY CONTROL
 JB0190
 JB0190  NGVD 29 (??/??/92)  109.896  (m)          360.55   (f) ADJ UNCH    1 2
 JB0190
 JB0190.Superseded values are not recommended for survey control.
 JB0190
 JB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0190.See file dsdata.pdf to determine how the superseded data were derived.
 JB0190
 JB0190_MARKER: DB = BENCH MARK DISK
 JB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0190_STAMPING: Q 282 1954
 JB0190_MARK LOGO: CGS
 JB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0190+STABILITY: SURFACE MOTION
 JB0190
 JB0190  HISTORY     - Date     Condition        Report By
 JB0190  HISTORY     - 1954     MONUMENTED       CGS
 JB0190  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0190
 JB0190                          STATION DESCRIPTION
 JB0190
 JB0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0190'9.6 MI SW FROM NEW HARMONY.
 JB0190'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 JB0190'OF U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JB0190'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JB0190'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JB0190'TO ROAD JUNCTION AND MC FADEN CEMETERY, THENCE ABOUT 1.15 MILES
 JB0190'WEST ALONG A DIRT ROAD, AT THE SOUTHWEST CORNER OF A CULTIVATED
 JB0190'FIELD, 42 FEET NORTH OF THE CENTER LINE OF ROAD, 51 FEET WEST
 JB0190'OF CENTER OF A WASH, 14 FEET SOUTH-SOUTHEAST OF A WELL WITH
 JB0190'PUMP, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A
 JB0190'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD
 JB0190'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JB0190'NOTE-- BOTH WELL AND FENCE HAVE BEEN DESTROYED.
 JB0190
 JB0190                          STATION RECOVERY (1974)
 JB0190
 JB0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0927 ***********************************************************************
 HA0927  DESIGNATION -  Q 283
 HA0927  PID         -  HA0927
 HA0927  STATE/COUNTY-  IN/POSEY
 HA0927  COUNTRY     -  US
 HA0927  USGS QUAD   -  UNIONTOWN (2019)
 HA0927
 HA0927                         *CURRENT SURVEY CONTROL
 HA0927  ______________________________________________________________________
 HA0927* NAD 83(1986) POSITION- 37 47 41.     (N) 087 59 22.     (W)   SCALED
 HA0927* NAVD 88 ORTHO HEIGHT -   108.367 (meters)      355.53  (feet) ADJUSTED
 HA0927  ______________________________________________________________________
 HA0927  GEOID HEIGHT    -        -30.230 (meters)                     GEOID18
 HA0927  DYNAMIC HEIGHT  -        108.292 (meters)      355.29  (feet) COMP
 HA0927  MODELED GRAVITY -    979,937.6   (mgal)                       NAVD 88
 HA0927
 HA0927  VERT ORDER      -  FIRST     CLASS II
 HA0927
 HA0927.The horizontal coordinates were scaled from a map and have
 HA0927.an estimated accuracy of +/- 6 seconds.
 HA0927
 HA0927.The orthometric height was determined by differential leveling and
 HA0927.adjusted by the NATIONAL GEODETIC SURVEY
 HA0927.in June 1991.
 HA0927
 HA0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0927.GEOID18 height accuracy estimate available here.
 HA0927
 HA0927.Click photographs - Photos may exist for this station.
 HA0927
 HA0927.The dynamic height is computed by dividing the NAVD 88
 HA0927.geopotential number by the normal gravity value computed on the
 HA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0927.degrees latitude (g = 980.6199 gals.).
 HA0927
 HA0927.The modeled gravity was interpolated from observed gravity values.
 HA0927
 HA0927;                    North         East    Units  Estimated Accuracy
 HA0927;SPC IN W     -   283,100.      820,200.      MT  (+/- 180 meters Scaled)
 HA0927
 HA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG128835(NAD 83)
 HA0927
 HA0927                          SUPERSEDED SURVEY CONTROL
 HA0927
 HA0927  NGVD 29 (??/??/92)  108.471  (m)          355.88   (f) ADJ UNCH    1 2
 HA0927
 HA0927.Superseded values are not recommended for survey control.
 HA0927
 HA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0927.See file dsdata.pdf to determine how the superseded data were derived.
 HA0927
 HA0927_MARKER: DB = BENCH MARK DISK
 HA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0927_STAMPING: Q 283 1954
 HA0927_MARK LOGO: CGS
 HA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0927+STABILITY: SURFACE MOTION
 HA0927
 HA0927  HISTORY     - Date     Condition        Report By
 HA0927  HISTORY     - 1954     MONUMENTED       CGS
 HA0927  HISTORY     - 1963     GOOD             USACE
 HA0927  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0927  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0927
 HA0927                          STATION DESCRIPTION
 HA0927
 HA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0927'16.6 MI S FROM PRAIRIE.
 HA0927'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 762 FROM THE
 HA0927'CROSSROADS AT PRAIRIE, THENCE ABOUT 1.3 MILES SOUTH AND EAST,
 HA0927'ABOUT 1.4 MILES SOUTH AND SOUTHWEST, ABOUT 1.5 MILES WEST AND
 HA0927'SOUTH, ABOUT 0.95 MILE WEST, ABOUT 1.5 MILES SOUTH, ABOUT 0.95
 HA0927'MILE EAST, ABOUT 0.6 MILE SOUTH, ABOUT 0.7 MILE SOUTHWEST, ABOUT
 HA0927'1.0 MILE EAST, ABOUT 1.4 MILES SOUTH, ABOUT 1.1 MILES EAST AND
 HA0927'ABOUT 1.1 MILES SOUTH AND SOUTHEAST ALONG GRAVEL ROADS TO THE
 HA0927'RESIDENCE OF W.H. JARRED, THENCE ABOUT 0.75 MILE SOUTH ALONG A
 HA0927'PRIVATE ROAD TO A PROMINENT KNOLL ON THE RIGHT BANK OF THE
 HA0927'OHIO RIVER, ON THE PROPERTY OF MR. JARRED, 32 FEET NORTH-NORTHWEST
 HA0927'OF A TRIANGULAR BLAZED 9-INCH MAPLE TREE, 34 FEET SOUTHWEST OF A
 HA0927'TRIANGULAR BLAZED 9-INCH ELM TREE, 18 FEET WEST OF EDGE OF A
 HA0927'DITCH BANK, 12 FEET EAST OF EAST EDGE OF A CULTIVATED FIELD, 1 1/2
 HA0927'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 HA0927'A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK IS ABOUT 1.05
 HA0927'MILES WEST-NORTHWEST AND DOWNSTREAM ALONG THE RIGHT BANK OF OHIO
 HA0927'RIVER FROM LOCK AND DAM 49 WHICH IS ABOUT 2 1/2 MILES BELOW
 HA0927'UNIONTOWN, UNION COUNTY, KENTUCKY.
 HA0927
 HA0927                          STATION RECOVERY (1963)
 HA0927
 HA0927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1963
 HA0927'RECOVERED IN GOOD CONDITION.
 HA0927
 HA0927                          STATION RECOVERY (1976)
 HA0927
 HA0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0927'MARK NOT FOUND.
 HA0927
 HA0927                          STATION RECOVERY (1976)
 HA0927
 HA0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0927'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1195 ***********************************************************************
 JA1195  DESIGNATION -  Q 284
 JA1195  PID         -  JA1195
 JA1195  STATE/COUNTY-  IN/GIBSON
 JA1195  COUNTRY     -  US
 JA1195  USGS QUAD   -  GRAYVILLE (2018)
 JA1195
 JA1195                         *CURRENT SURVEY CONTROL
 JA1195  ______________________________________________________________________
 JA1195* NAD 83(1986) POSITION- 38 15 20.     (N) 087 56 17.     (W)   SCALED
 JA1195* NAVD 88 ORTHO HEIGHT -   113.921 (meters)      373.76  (feet) ADJUSTED
 JA1195  ______________________________________________________________________
 JA1195  GEOID HEIGHT    -        -30.960 (meters)                     GEOID18
 JA1195  DYNAMIC HEIGHT  -        113.846 (meters)      373.51  (feet) COMP
 JA1195  MODELED GRAVITY -    979,972.6   (mgal)                       NAVD 88
 JA1195
 JA1195  VERT ORDER      -  FIRST     CLASS II
 JA1195
 JA1195.The horizontal coordinates were scaled from a map and have
 JA1195.an estimated accuracy of +/- 6 seconds.
 JA1195
 JA1195.The orthometric height was determined by differential leveling and
 JA1195.adjusted by the NATIONAL GEODETIC SURVEY
 JA1195.in June 1991.
 JA1195
 JA1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1195.GEOID18 height accuracy estimate available here.
 JA1195
 JA1195.Click photographs - Photos may exist for this station.
 JA1195
 JA1195.The dynamic height is computed by dividing the NAVD 88
 JA1195.geopotential number by the normal gravity value computed on the
 JA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1195.degrees latitude (g = 980.6199 gals.).
 JA1195
 JA1195.The modeled gravity was interpolated from observed gravity values.
 JA1195
 JA1195;                    North         East    Units  Estimated Accuracy
 JA1195;SPC IN W     -   334,210.      825,190.      MT  (+/- 180 meters Scaled)
 JA1195
 JA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH179345(NAD 83)
 JA1195
 JA1195                          SUPERSEDED SURVEY CONTROL
 JA1195
 JA1195  NGVD 29 (??/??/92)  114.051  (m)          374.18   (f) ADJ UNCH    1 2
 JA1195
 JA1195.Superseded values are not recommended for survey control.
 JA1195
 JA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1195.See file dsdata.pdf to determine how the superseded data were derived.
 JA1195
 JA1195_MARKER: DB = BENCH MARK DISK
 JA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1195_STAMPING: Q 284 1954
 JA1195_MARK LOGO: CGS
 JA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1195+STABILITY: SURFACE MOTION
 JA1195
 JA1195  HISTORY     - Date     Condition        Report By
 JA1195  HISTORY     - 1954     MONUMENTED       CGS
 JA1195
 JA1195                          STATION DESCRIPTION
 JA1195
 JA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1195'8.4 MI SW FROM CROWLEYVILLE.
 JA1195'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1195'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1195'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1195'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A GRAVEL
 JA1195'ROAD, THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD FOLLOWING
 JA1195'LEFT BANK OF WABASH RIVER, THENCE ABOUT 0.5 MILE SOUTH ALONG A
 JA1195'ROAD, THENCE ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 JA1195'0.9 MILE WEST OF A ROAD NORTH, ABOUT 0.25 MILE EAST OF A ROAD
 JA1195'NORTH, AT THE JUNCTION OF A ROAD NORTH, 28 FEET SOUTH OF CENTER
 JA1195'LINE OF EAST-WEST ROAD, 30 FEET SOUTH-SOUTHEAST OF CENTER OF
 JA1195'JUNCTION, 98 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM A POWER POLE,
 JA1195'19 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 28-INCH ELM TREE,
 JA1195'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JA1195'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1195'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1160 ***********************************************************************
 JA1160  DESIGNATION -  Q 285
 JA1160  PID         -  JA1160
 JA1160  STATE/COUNTY-  IN/KNOX
 JA1160  COUNTRY     -  US
 JA1160  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1160
 JA1160                         *CURRENT SURVEY CONTROL
 JA1160  ______________________________________________________________________
 JA1160* NAD 83(1986) POSITION- 38 26 05.     (N) 087 44 24.     (W)   SCALED
 JA1160* NAVD 88 ORTHO HEIGHT -   120.547 (meters)      395.49  (feet) ADJUSTED
 JA1160  ______________________________________________________________________
 JA1160  GEOID HEIGHT    -        -31.306 (meters)                     GEOID18
 JA1160  DYNAMIC HEIGHT  -        120.470 (meters)      395.24  (feet) COMP
 JA1160  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JA1160
 JA1160  VERT ORDER      -  FIRST     CLASS II
 JA1160
 JA1160.The horizontal coordinates were scaled from a map and have
 JA1160.an estimated accuracy of +/- 6 seconds.
 JA1160
 JA1160.The orthometric height was determined by differential leveling and
 JA1160.adjusted by the NATIONAL GEODETIC SURVEY
 JA1160.in June 1991.
 JA1160
 JA1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1160.GEOID18 height accuracy estimate available here.
 JA1160
 JA1160.Click photographs - Photos may exist for this station.
 JA1160
 JA1160.The dynamic height is computed by dividing the NAVD 88
 JA1160.geopotential number by the normal gravity value computed on the
 JA1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1160.degrees latitude (g = 980.6199 gals.).
 JA1160
 JA1160.The modeled gravity was interpolated from observed gravity values.
 JA1160
 JA1160;                    North         East    Units  Estimated Accuracy
 JA1160;SPC IN W     -   353,950.      842,670.      MT  (+/- 180 meters Scaled)
 JA1160
 JA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH354543(NAD 83)
 JA1160
 JA1160                          SUPERSEDED SURVEY CONTROL
 JA1160
 JA1160  NGVD 29 (??/??/92)  120.683  (m)          395.94   (f) ADJ UNCH    1 2
 JA1160
 JA1160.Superseded values are not recommended for survey control.
 JA1160
 JA1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1160.See file dsdata.pdf to determine how the superseded data were derived.
 JA1160
 JA1160_MARKER: DB = BENCH MARK DISK
 JA1160_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JA1160_SP_SET: LOCK WALL
 JA1160_STAMPING: Q 258 1954
 JA1160_MARK LOGO: CGS
 JA1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1160
 JA1160  HISTORY     - Date     Condition        Report By
 JA1160  HISTORY     - 1954     MONUMENTED       CGS
 JA1160
 JA1160                          STATION DESCRIPTION
 JA1160
 JA1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1160'1.2 MI NE FROM MT CARMEL.
 JA1160'ABOUT 1.2 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE LEFT
 JA1160'BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT. CARMEL,
 JA1160'ILLINOIS, AT GRAND RAPIDS LOCK AND DAM (ABANDONED), IN THE TOP OF
 JA1160'THE SOUTHEAST CORNER OF THE STONE COPING AT EAST END OF DOWNSTREAM
 JA1160'END OF LANDSIDE WALL OF LOCK, 135 FEET NORTHWEST OF CENTER OF
 JA1160'JUNCTION OF ROAD AND DRIVEWAY ENTRANCE TO LOCK, 72 FEET WEST
 JA1160'OF CENTER LINE OF DRIVE, 37 1/2 FEET SOUTHEAST OF DOWNSTREAM
 JA1160'GATE HINGE OF LANDSIDE WALL OF LOCK, 1 FOOT NORTHWEST OF SOUTHEAST
 JA1160'CORNER OF STONE COPING AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1133 ***********************************************************************
 ME1133  DESIGNATION -  Q 286
 ME1133  PID         -  ME1133
 ME1133  STATE/COUNTY-  IN/LAKE
 ME1133  COUNTRY     -  US
 ME1133  USGS QUAD   -  SCHNEIDER (2019)
 ME1133
 ME1133                         *CURRENT SURVEY CONTROL
 ME1133  ______________________________________________________________________
 ME1133* NAD 83(1986) POSITION- 41 12 43.     (N) 087 26 53.     (W)   SCALED
 ME1133* NAVD 88 ORTHO HEIGHT -   194.467 (meters)      638.01  (feet) ADJUSTED
 ME1133  ______________________________________________________________________
 ME1133  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 ME1133  DYNAMIC HEIGHT  -        194.386 (meters)      637.75  (feet) COMP
 ME1133  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME1133
 ME1133  VERT ORDER      -  SECOND    CLASS 0
 ME1133
 ME1133.The horizontal coordinates were scaled from a map and have
 ME1133.an estimated accuracy of +/- 6 seconds.
 ME1133
 ME1133.The orthometric height was determined by differential leveling and
 ME1133.adjusted by the NATIONAL GEODETIC SURVEY
 ME1133.in June 1991.
 ME1133
 ME1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1133.GEOID18 height accuracy estimate available here.
 ME1133
 ME1133.Click photographs - Photos may exist for this station.
 ME1133
 ME1133.The dynamic height is computed by dividing the NAVD 88
 ME1133.geopotential number by the normal gravity value computed on the
 ME1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1133.degrees latitude (g = 980.6199 gals.).
 ME1133
 ME1133.The modeled gravity was interpolated from observed gravity values.
 ME1133
 ME1133;                    North         East    Units  Estimated Accuracy
 ME1133;SPC IN W     -   662,160.      869,410.      MT  (+/- 180 meters Scaled)
 ME1133
 ME1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624623(NAD 83)
 ME1133
 ME1133                          SUPERSEDED SURVEY CONTROL
 ME1133
 ME1133  NGVD 29 (??/??/92)  194.554  (m)          638.30   (f) ADJ UNCH    2 0
 ME1133
 ME1133.Superseded values are not recommended for survey control.
 ME1133
 ME1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1133.See file dsdata.pdf to determine how the superseded data were derived.
 ME1133
 ME1133_MARKER: DB = BENCH MARK DISK
 ME1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1133_SP_SET: ABUTMENT
 ME1133_STAMPING: Q 286 1954
 ME1133_MARK LOGO: CGS
 ME1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1133
 ME1133  HISTORY     - Date     Condition        Report By
 ME1133  HISTORY     - 1954     MONUMENTED       CGS
 ME1133  HISTORY     - 1981     GOOD             INDNR
 ME1133
 ME1133                          STATION DESCRIPTION
 ME1133
 ME1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1133'1.6 MI N FROM SCHNEIDER.
 ME1133'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING OF
 ME1133'NEW YORK CENTRAL RAILROAD AND STATION AT SCHNEIDER, IN THE TOP
 ME1133'AND 1 1/2 FEET WEST OF EAST END OF BACK WALL OF SOUTH CONCRETE
 ME1133'ABUTMENT OF HIGHWAY STEEL BRIDGE OVER A CREEK, 16 FEET EAST OF
 ME1133'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 ME1133
 ME1133                          STATION RECOVERY (1981)
 ME1133
 ME1133'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME1133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0703 ***********************************************************************
 ME0703  DESIGNATION -  Q 29
 ME0703  PID         -  ME0703
 ME0703  STATE/COUNTY-  IN/PULASKI
 ME0703  COUNTRY     -  US
 ME0703  USGS QUAD   -  MEDARYVILLE (2019)
 ME0703
 ME0703                         *CURRENT SURVEY CONTROL
 ME0703  ______________________________________________________________________
 ME0703* NAD 83(1986) POSITION- 41 04 46.     (N) 086 53 09.     (W)   SCALED
 ME0703* NAVD 88 ORTHO HEIGHT -   209.548 (meters)      687.49  (feet) ADJUSTED
 ME0703  ______________________________________________________________________
 ME0703  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME0703  DYNAMIC HEIGHT  -        209.457 (meters)      687.19  (feet) COMP
 ME0703  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 ME0703
 ME0703  VERT ORDER      -  SECOND    CLASS 0
 ME0703
 ME0703.The horizontal coordinates were scaled from a map and have
 ME0703.an estimated accuracy of +/- 6 seconds.
 ME0703
 ME0703.The orthometric height was determined by differential leveling and
 ME0703.adjusted by the NATIONAL GEODETIC SURVEY
 ME0703.in June 1991.
 ME0703
 ME0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0703.GEOID18 height accuracy estimate available here.
 ME0703
 ME0703.Click photographs - Photos may exist for this station.
 ME0703
 ME0703.The dynamic height is computed by dividing the NAVD 88
 ME0703.geopotential number by the normal gravity value computed on the
 ME0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0703.degrees latitude (g = 980.6199 gals.).
 ME0703
 ME0703.The modeled gravity was interpolated from observed gravity values.
 ME0703
 ME0703;                    North         East    Units  Estimated Accuracy
 ME0703;SPC IN W     -   647,400.      916,600.      MT  (+/- 180 meters Scaled)
 ME0703
 ME0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL095475(NAD 83)
 ME0703
 ME0703                          SUPERSEDED SURVEY CONTROL
 ME0703
 ME0703  NGVD 29 (??/??/92)  209.648  (m)          687.82   (f) ADJ UNCH    2 0
 ME0703
 ME0703.Superseded values are not recommended for survey control.
 ME0703
 ME0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0703.See file dsdata.pdf to determine how the superseded data were derived.
 ME0703
 ME0703_MARKER: DB = BENCH MARK DISK
 ME0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0703_STAMPING: Q 29 1934
 ME0703_MARK LOGO: CGS
 ME0703_PROJECTION: RECESSED 10 CENTIMETERS
 ME0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0703+STABILITY: SURFACE MOTION
 ME0703
 ME0703  HISTORY     - Date     Condition        Report By
 ME0703  HISTORY     - 1934     MONUMENTED       CGS
 ME0703  HISTORY     - 1946     GOOD             CGS
 ME0703  HISTORY     - 1969     GOOD             CGS
 ME0703
 ME0703                          STATION DESCRIPTION
 ME0703
 ME0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0703'AT MEDARYVILLE.
 ME0703'AT MEDARYVILLE, AT THE CROSSING OF THE CHICAGO, INDIANAPOLIS
 ME0703'AND LOUISVILLE RAILWAY AND RIDGE STREET, 107 FEET SOUTH AND
 ME0703'ACROSS THE STREET FROM THE SOUTHWEST CORNER OF THE RAILWAY
 ME0703'STATION, 55.7 FEET WEST OF THE NORTHWEST CORNER OF A 2-STORY
 ME0703'WHITE FRAME HOUSE, 9.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 ME0703'TRACK, 31.5 FEET SOUTH OF THE CENTER LINE OF THE STREET, IN
 ME0703'THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  NOTE-- IT
 ME0703'IS 40 FEET SOUTHWEST OF A POWER POLE, 56 FT. WEST OF THE
 ME0703'NORTHWEST CORNER OF A HOUSE, 1 FOOT WEST OF A METAL WITNESS POST
 ME0703'AND 4 INCHES UNDERGROUND.
 ME0703
 ME0703                          STATION RECOVERY (1969)
 ME0703
 ME0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1295 ***********************************************************************
 JA1295  DESIGNATION -  Q 292
 JA1295  PID         -  JA1295
 JA1295  STATE/COUNTY-  IN/SULLIVAN
 JA1295  COUNTRY     -  US
 JA1295  USGS QUAD   -  HEATHSVILLE (2018)
 JA1295
 JA1295                         *CURRENT SURVEY CONTROL
 JA1295  ______________________________________________________________________
 JA1295* NAD 83(1986) POSITION- 38 54 40.     (N) 087 30 49.     (W)   SCALED
 JA1295* NAVD 88 ORTHO HEIGHT -   130.451 (meters)      427.99  (feet) ADJUSTED
 JA1295  ______________________________________________________________________
 JA1295  GEOID HEIGHT    -        -31.985 (meters)                     GEOID18
 JA1295  DYNAMIC HEIGHT  -        130.373 (meters)      427.73  (feet) COMP
 JA1295  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 JA1295
 JA1295  VERT ORDER      -  FIRST     CLASS II
 JA1295
 JA1295.The horizontal coordinates were scaled from a map and have
 JA1295.an estimated accuracy of +/- 6 seconds.
 JA1295
 JA1295.The orthometric height was determined by differential leveling and
 JA1295.adjusted by the NATIONAL GEODETIC SURVEY
 JA1295.in June 1991.
 JA1295
 JA1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1295.GEOID18 height accuracy estimate available here.
 JA1295
 JA1295.Click photographs - Photos may exist for this station.
 JA1295
 JA1295.The dynamic height is computed by dividing the NAVD 88
 JA1295.geopotential number by the normal gravity value computed on the
 JA1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1295.degrees latitude (g = 980.6199 gals.).
 JA1295
 JA1295.The modeled gravity was interpolated from observed gravity values.
 JA1295
 JA1295;                    North         East    Units  Estimated Accuracy
 JA1295;SPC IN W     -   406,720.      862,680.      MT  (+/- 180 meters Scaled)
 JA1295
 JA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ554070(NAD 83)
 JA1295
 JA1295                          SUPERSEDED SURVEY CONTROL
 JA1295
 JA1295  NGVD 29 (??/??/92)  130.582  (m)          428.42   (f) ADJ UNCH    1 2
 JA1295
 JA1295.Superseded values are not recommended for survey control.
 JA1295
 JA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1295.See file dsdata.pdf to determine how the superseded data were derived.
 JA1295
 JA1295_MARKER: DB = BENCH MARK DISK
 JA1295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1295_STAMPING: Q 292 1956
 JA1295_MARK LOGO: CGS
 JA1295_PROJECTION: FLUSH
 JA1295_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1295
 JA1295  HISTORY     - Date     Condition        Report By
 JA1295  HISTORY     - 1956     MONUMENTED       CGS
 JA1295
 JA1295                          STATION DESCRIPTION
 JA1295
 JA1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1295'6.6 MI NW FROM OAKTOWN.
 JA1295'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA1295'OAKTOWN THENCE ABOUT 0.65 MILE WEST, ABOUT 0.55 MILE NORTH AND
 JA1295'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8 MILES
 JA1295'WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST AND NORTHWEST
 JA1295'ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE NORTH ALONG A GRAVEL
 JA1295'ROAD, ABOUT 0.95 MILE SOUTHEAST OF OLD SHELTON SCHOOL (NOW USED
 JA1295'AS A RESIDENCE), ABOUT 0.45 MILE SOUTHEAST OF A BRIDGE OVER LITTLE
 JA1295'BUSSERON CREEK, AT A CURVE IN ROAD WITH TANGENTS EXTENDING SOUTH
 JA1295'AND WEST, ABOUT 0.6 MILE NORTH OF THE KNOX-SULLIVAN COUNTY LINE,
 JA1295'IN SECTION 3, T.5 N., R.10 W., 48 FEET NORTHEAST OF CENTER LINE
 JA1295'OF ROAD, 206 FEET WEST OF SOUTHWEST CORNER OF AN ABANDONED FARM
 JA1295'HOUSE 126 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE WEST ONE OF
 JA1295'TWO CORN CRIBS, 112 1/2 FEET SOUTHEAST OF A WELL WITH PUMP WHICH
 JA1295'IS IN A CULTIVATED FIELD, 104 FEET SOUTH-SOUTHWEST OF A POWER
 JA1295'LINE METER POLE, 14 FEET SOUTH-SOUTHEAST OF POWER POLE NO. SW/1
 JA1295'WITH A TRANSFORMER, 18 FEET NORTH OF CENTER LINE OF A DRIVE EAST,
 JA1295'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA1295'ABOVE LEVEL OF ROAD AND SET ON THE TOP OF A COPPER COATED STEEL
 JA1295'ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE WHICH
 JA1295'PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 50 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1275 ***********************************************************************
 KA1275  DESIGNATION -  Q 293
 KA1275  PID         -  KA1275
 KA1275  STATE/COUNTY-  IN/VIGO
 KA1275  COUNTRY     -  US
 KA1275  USGS QUAD   -  HUTTON (2019)
 KA1275
 KA1275                         *CURRENT SURVEY CONTROL
 KA1275  ______________________________________________________________________
 KA1275* NAD 83(1986) POSITION- 39 20 17.     (N) 087 33 29.     (W)   SCALED
 KA1275* NAVD 88 ORTHO HEIGHT -   137.225 (meters)      450.21  (feet) ADJUSTED
 KA1275  ______________________________________________________________________
 KA1275  GEOID HEIGHT    -        -32.397 (meters)                     GEOID18
 KA1275  DYNAMIC HEIGHT  -        137.146 (meters)      449.95  (feet) COMP
 KA1275  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 KA1275
 KA1275  VERT ORDER      -  FIRST     CLASS II
 KA1275
 KA1275.The horizontal coordinates were scaled from a map and have
 KA1275.an estimated accuracy of +/- 6 seconds.
 KA1275
 KA1275.The orthometric height was determined by differential leveling and
 KA1275.adjusted by the NATIONAL GEODETIC SURVEY
 KA1275.in June 1991.
 KA1275
 KA1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1275.GEOID18 height accuracy estimate available here.
 KA1275
 KA1275.Click photographs - Photos may exist for this station.
 KA1275
 KA1275.The dynamic height is computed by dividing the NAVD 88
 KA1275.geopotential number by the normal gravity value computed on the
 KA1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1275.degrees latitude (g = 980.6199 gals.).
 KA1275
 KA1275.The modeled gravity was interpolated from observed gravity values.
 KA1275
 KA1275;                    North         East    Units  Estimated Accuracy
 KA1275;SPC IN W     -   454,130.      859,070.      MT  (+/- 180 meters Scaled)
 KA1275
 KA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ519544(NAD 83)
 KA1275
 KA1275                          SUPERSEDED SURVEY CONTROL
 KA1275
 KA1275  NGVD 29 (??/??/92)  137.334  (m)          450.57   (f) ADJ UNCH    1 2
 KA1275
 KA1275.Superseded values are not recommended for survey control.
 KA1275
 KA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1275.See file dsdata.pdf to determine how the superseded data were derived.
 KA1275
 KA1275_MARKER: DB = BENCH MARK DISK
 KA1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1275_STAMPING: Q 293 1956
 KA1275_MARK LOGO: CGS
 KA1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1275+STABILITY: SURFACE MOTION
 KA1275
 KA1275  HISTORY     - Date     Condition        Report By
 KA1275  HISTORY     - 1956     MONUMENTED       CGS
 KA1275  HISTORY     - 1969     GOOD             CGS
 KA1275
 KA1275                          STATION DESCRIPTION
 KA1275
 KA1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1275'6 MI SW FROM PRAIRIETON.
 KA1275'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1275'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, THENCE ABOUT 1.25
 KA1275'MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 2.55 MILES SOUTHWEST
 KA1275'ALONG RIVER ROAD, IN SECTION 6, T. 10 N., R. 10 W., AT THE FOOT
 KA1275'AND ON LANDSIDE OF LEVEE, 24 FEET NORTH-NORTHWEST OF CENTER LINE
 KA1275'OF ROAD, 105 FEET WEST OF CENTER OF JUNCTION OF ROAD AND A DRIVE
 KA1275'WHICH EXTENDS NORTHWEST OVER LEVEE TO A HOUSE, 65 FEET SOUTHWEST
 KA1275'OF CENTER LINE OF DRIVE, 69 FEET SOUTH OF CENTER OF ROAD AT TOP
 KA1275'OF LEVEE, 7 1/2 FEET WEST-NORTHWEST OF POWER POLE NO. FW-T/45 WITH
 KA1275'A TRANSFORMER, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 KA1275'ABOUT 3/4 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KA1275'POST PROJECTING 4 INCHES.
 KA1275
 KA1275                          STATION RECOVERY (1969)
 KA1275
 KA1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0668 ***********************************************************************
 KA0668  DESIGNATION -  Q 3
 KA0668  PID         -  KA0668
 KA0668  STATE/COUNTY-  IN/HENDRICKS
 KA0668  COUNTRY     -  US
 KA0668  USGS QUAD   -  COATESVILLE (2019)
 KA0668
 KA0668                         *CURRENT SURVEY CONTROL
 KA0668  ______________________________________________________________________
 KA0668* NAD 83(1986) POSITION- 39 42 32.     (N) 086 40 19.     (W)   SCALED
 KA0668* NAVD 88 ORTHO HEIGHT -   277.265 (meters)      909.66  (feet) POSTED
 KA0668  ______________________________________________________________________
 KA0668  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 KA0668  DYNAMIC HEIGHT  -        277.11  (meters)      909.2   (feet) COMP
 KA0668  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 KA0668
 KA0668  VERT ORDER      -  * POSTED, SEE BELOW
 KA0668
 KA0668.The horizontal coordinates were scaled from a map and have
 KA0668.an estimated accuracy of +/- 6 seconds.
 KA0668
 KA0668.The orthometric height was determined by differential leveling
 KA0668.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0668
 KA0668.* This is a POSTED BENCH MARK height.
 KA0668
 KA0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0668.GEOID18 height accuracy estimate available here.
 KA0668
 KA0668.Click photographs - Photos may exist for this station.
 KA0668
 KA0668.The dynamic height is computed by dividing the NAVD 88
 KA0668.geopotential number by the normal gravity value computed on the
 KA0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0668.degrees latitude (g = 980.6199 gals.).
 KA0668
 KA0668.The modeled gravity was interpolated from observed gravity values.
 KA0668
 KA0668;                    North         East    Units  Estimated Accuracy
 KA0668;SPC IN W     -   495,280.      935,280.      MT  (+/- 180 meters Scaled)
 KA0668
 KA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ281954(NAD 83)
 KA0668
 KA0668                          SUPERSEDED SURVEY CONTROL
 KA0668
 KA0668  NGVD 29 (??/??/92)  277.369  (m)          910.00   (f) ADJ UNCH    1 2
 KA0668
 KA0668.Superseded values are not recommended for survey control.
 KA0668
 KA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0668.See file dsdata.pdf to determine how the superseded data were derived.
 KA0668
 KA0668_MARKER: DB = BENCH MARK DISK
 KA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0668_STAMPING: 910.001 Q 3
 KA0668_MARK LOGO: CGS
 KA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0668+STABILITY: SURFACE MOTION
 KA0668
 KA0668  HISTORY     - Date     Condition        Report By
 KA0668  HISTORY     - 1916     MONUMENTED       CGS
 KA0668  HISTORY     - 1946     GOOD             CGS
 KA0668  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0668
 KA0668                          STATION DESCRIPTION
 KA0668
 KA0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0668'AT RENO.
 KA0668'AT RENO, ON THE NEW YORK CENTRAL RAILROAD, 2-1/4 POLES SOUTHWEST
 KA0668'OF THE SOUTHWEST END OF THE CONCRETE FOUNDATION OF THE DESTROYED
 KA0668'STATION, 0.1 MILE SOUTHWEST OF A PAVED-ROAD CROSSING, 3 RAILS
 KA0668'SOUTHWEST OF BRIDGE 65, 25 FEET WEST OF POLE 27/48, 60 FEET NORTHWEST
 KA0668'OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 2.5 FEET SOUTH OF
 KA0668'THE NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 KA0668'TRACK.
 KA0668
 KA0668                          STATION RECOVERY (1985)
 KA0668
 KA0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0668'THE MONUMENT WAS FOUND ON TOP OF THE GROUND WITH THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0970 ***********************************************************************
 MD0970  DESIGNATION -  Q 305
 MD0970  PID         -  MD0970
 MD0970  STATE/COUNTY-  IN/ALLEN
 MD0970  COUNTRY     -  US
 MD0970  USGS QUAD   -  CHURUBUSCO (2019)
 MD0970
 MD0970                         *CURRENT SURVEY CONTROL
 MD0970  ______________________________________________________________________
 MD0970* NAD 83(1986) POSITION- 41 10 46.     (N) 085 17 04.     (W)   SCALED
 MD0970* NAVD 88 ORTHO HEIGHT -   258.918 (meters)      849.47  (feet) ADJUSTED
 MD0970  ______________________________________________________________________
 MD0970  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 MD0970  DYNAMIC HEIGHT  -        258.821 (meters)      849.15  (feet) COMP
 MD0970  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 MD0970
 MD0970  VERT ORDER      -  SECOND    CLASS 0
 MD0970
 MD0970.The horizontal coordinates were scaled from a map and have
 MD0970.an estimated accuracy of +/- 6 seconds.
 MD0970
 MD0970.The orthometric height was determined by differential leveling and
 MD0970.adjusted by the NATIONAL GEODETIC SURVEY
 MD0970.in June 1991.
 MD0970
 MD0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0970.GEOID18 height accuracy estimate available here.
 MD0970
 MD0970.Click photographs - Photos may exist for this station.
 MD0970
 MD0970.The dynamic height is computed by dividing the NAVD 88
 MD0970.geopotential number by the normal gravity value computed on the
 MD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0970.degrees latitude (g = 980.6199 gals.).
 MD0970
 MD0970.The modeled gravity was interpolated from observed gravity values.
 MD0970
 MD0970;                    North         East    Units  Estimated Accuracy
 MD0970;SPC IN E     -   658,560.      132,070.      MT  (+/- 180 meters Scaled)
 MD0970
 MD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL438600(NAD 83)
 MD0970
 MD0970                          SUPERSEDED SURVEY CONTROL
 MD0970
 MD0970  NGVD 29 (??/??/92)  259.074  (m)          849.98   (f) ADJ UNCH    2 0
 MD0970
 MD0970.Superseded values are not recommended for survey control.
 MD0970
 MD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0970.See file dsdata.pdf to determine how the superseded data were derived.
 MD0970
 MD0970_MARKER: DB = BENCH MARK DISK
 MD0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0970_STAMPING: Q 305 1963
 MD0970_MARK LOGO: CGS
 MD0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0970+STABILITY: SURFACE MOTION
 MD0970
 MD0970  HISTORY     - Date     Condition        Report By
 MD0970  HISTORY     - 1963     MONUMENTED       CGS
 MD0970  HISTORY     - 1983     GOOD             NGS
 MD0970
 MD0970                          STATION DESCRIPTION
 MD0970
 MD0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0970'4 MI SSE FROM CHURUBUSCO.
 MD0970'LOCATED ALONG U.S. HIGHWAY 33 AT FELGER ROAD AND 4.0 MILES
 MD0970'SOUTH-SOUTHEAST OF THE JUNCTION OF INDIANA STATE HIGHWAY 205
 MD0970'AND U.S. HIGHWAY 33 (MAIN AND WHITLEY STREETS) IN CHURUBUSCO.
 MD0970'IT IS 59.5 FEET WEST OF CENTERLINE OF FELGER ROAD, 49.5 FEET
 MD0970'SOUTH SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 33, 21.5 FEET
 MD0970'WEST OF THE SOUTHWEST SIDE OF A CULVERT HEADWALL CROSSING
 MD0970'UNDERNEATH U.S. HIGHWAY 33, 3.4 FEET SOUTHEAST OF A POWER POLE
 MD0970'NUMBER 86/976, 1.2 FEET NORTHEAST OF A FENCE LINE.  A STANDARD
 MD0970'DISK STAMPED Q 305 1963, SET IN TOP OF A 12 INCH ROUND CONCRETE
 MD0970'MONUMENT PROJECTING 4 INCHES.
 MD0970
 MD0970                          STATION RECOVERY (1983)
 MD0970
 MD0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MD0970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0077 ***********************************************************************
 JA0077  DESIGNATION -  Q 309
 JA0077  PID         -  JA0077
 JA0077  STATE/COUNTY-  IN/ORANGE
 JA0077  COUNTRY     -  US
 JA0077  USGS QUAD   -  MITCHELL (2019)
 JA0077
 JA0077                         *CURRENT SURVEY CONTROL
 JA0077  ______________________________________________________________________
 JA0077* NAD 83(1986) POSITION- 38 39 24.     (N) 086 26 52.     (W)   SCALED
 JA0077* NAVD 88 ORTHO HEIGHT -   196.131 (meters)      643.47  (feet) ADJUSTED
 JA0077  ______________________________________________________________________
 JA0077  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 JA0077  DYNAMIC HEIGHT  -        196.001 (meters)      643.05  (feet) COMP
 JA0077  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 JA0077
 JA0077  VERT ORDER      -  FIRST     CLASS II
 JA0077
 JA0077.The horizontal coordinates were scaled from a map and have
 JA0077.an estimated accuracy of +/- 6 seconds.
 JA0077
 JA0077.The orthometric height was determined by differential leveling and
 JA0077.adjusted by the NATIONAL GEODETIC SURVEY
 JA0077.in June 1991.
 JA0077
 JA0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0077.GEOID18 height accuracy estimate available here.
 JA0077
 JA0077.Click photographs - Photos may exist for this station.
 JA0077
 JA0077.The dynamic height is computed by dividing the NAVD 88
 JA0077.geopotential number by the normal gravity value computed on the
 JA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0077.degrees latitude (g = 980.6199 gals.).
 JA0077
 JA0077.The modeled gravity was interpolated from observed gravity values.
 JA0077
 JA0077;                    North         East    Units  Estimated Accuracy
 JA0077;SPC IN W     -   378,580.      955,320.      MT  (+/- 180 meters Scaled)
 JA0077
 JA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480788(NAD 83)
 JA0077
 JA0077                          SUPERSEDED SURVEY CONTROL
 JA0077
 JA0077  NGVD 29 (??/??/92)  196.237  (m)          643.82   (f) ADJ UNCH    1 2
 JA0077
 JA0077.Superseded values are not recommended for survey control.
 JA0077
 JA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0077.See file dsdata.pdf to determine how the superseded data were derived.
 JA0077
 JA0077_MARKER: DB = BENCH MARK DISK
 JA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0077_STAMPING: Q 309 1965
 JA0077_MARK LOGO: CGS
 JA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0077+STABILITY: SURFACE MOTION
 JA0077
 JA0077  HISTORY     - Date     Condition        Report By
 JA0077  HISTORY     - 1965     MONUMENTED       CGS
 JA0077
 JA0077                          STATION DESCRIPTION
 JA0077
 JA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0077'0.6 MI SE FROM ORLEANS.
 JA0077'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0077'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, THENCE 0.1
 JA0077'MILE SOUTHEAST ALONG HARDIN STREET, THENCE 0.2 MILE SOUTH ALONG
 JA0077'A PAVED ROAD, THENCE 0.05 MILE EAST ALONG A PAVED ROAD, IN
 JA0077'SECTION 31, T 3 N, R 1 E, AT THE SOUTHWEST CORNER OF THE ORLEANS
 JA0077'AIRPORT, 2 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE AIRPORT
 JA0077'OFFICE, 218 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 JA0077'241 FEET NORTHEAST OF A FENCE CORNER, AND SET IN THE TOP OF A
 JA0077'CONCRETE POST PROJECTING 2 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0720 ***********************************************************************
 LB0720  DESIGNATION -  Q 31
 LB0720  PID         -  LB0720
 LB0720  STATE/COUNTY-  IN/CLINTON
 LB0720  COUNTRY     -  US
 LB0720  USGS QUAD   -  MULBERRY (2019)
 LB0720
 LB0720                         *CURRENT SURVEY CONTROL
 LB0720  ______________________________________________________________________
 LB0720* NAD 83(1986) POSITION- 40 19 40.     (N) 086 37 57.     (W)   SCALED
 LB0720* NAVD 88 ORTHO HEIGHT -   233.162 (meters)      764.97  (feet) ADJUSTED
 LB0720  ______________________________________________________________________
 LB0720  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 LB0720  DYNAMIC HEIGHT  -        233.042 (meters)      764.57  (feet) COMP
 LB0720  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 LB0720
 LB0720  VERT ORDER      -  SECOND    CLASS 0
 LB0720
 LB0720.The horizontal coordinates were scaled from a map and have
 LB0720.an estimated accuracy of +/- 6 seconds.
 LB0720
 LB0720.The orthometric height was determined by differential leveling and
 LB0720.adjusted by the NATIONAL GEODETIC SURVEY
 LB0720.in June 1991.
 LB0720
 LB0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0720.GEOID18 height accuracy estimate available here.
 LB0720
 LB0720.Click photographs - Photos may exist for this station.
 LB0720
 LB0720.The dynamic height is computed by dividing the NAVD 88
 LB0720.geopotential number by the normal gravity value computed on the
 LB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0720.degrees latitude (g = 980.6199 gals.).
 LB0720
 LB0720.The modeled gravity was interpolated from observed gravity values.
 LB0720
 LB0720;                    North         East    Units  Estimated Accuracy
 LB0720;SPC IN W     -   564,010.      938,310.      MT  (+/- 180 meters Scaled)
 LB0720
 LB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK312642(NAD 83)
 LB0720
 LB0720                          SUPERSEDED SURVEY CONTROL
 LB0720
 LB0720  NGVD 29 (??/??/92)  233.267  (m)          765.31   (f) ADJ UNCH    2 0
 LB0720
 LB0720.Superseded values are not recommended for survey control.
 LB0720
 LB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0720.See file dsdata.pdf to determine how the superseded data were derived.
 LB0720
 LB0720_MARKER: DB = BENCH MARK DISK
 LB0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0720_STAMPING: Q 31 1934
 LB0720_MARK LOGO: CGS
 LB0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0720+STABILITY: SURFACE MOTION
 LB0720
 LB0720  HISTORY     - Date     Condition        Report By
 LB0720  HISTORY     - 1934     MONUMENTED       CGS
 LB0720  HISTORY     - 1946     GOOD             CGS
 LB0720  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0720
 LB0720                          STATION DESCRIPTION
 LB0720
 LB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0720'2 MI SE FROM MULBERRY.
 LB0720'2.0 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0720'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, 0.5 MILE
 LB0720'NORTHWEST OF A RAILROAD BRIDGE OVER A LARGE STREAM, 100 YARDS
 LB0720'NORTH OF AN OLD TWO-STORY FARMHOUSE, IN THE NORTH ANGLE OF THE
 LB0720'CROSSING OF A GRAVEL ROAD, 48 YARDS NORTHWEST OF THE CENTERLINE
 LB0720'OF THE GRAVEL ROAD, 46.1 FEET EAST OF THE EAST CORNER OF A SMALL
 LB0720'CONCRETE DRAIN, AT THE SOUTHEAST END OF A CURVE, 28.3 FEET
 LB0720'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET WEST OF A WHITE WOODEN
 LB0720'WITNESS POST, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A
 LB0720'STANDARD DISK, STAMPED Q 31 1934 AND SET IN THE TOP OF A CONCRETE
 LB0720'POST.  NOTE-- WHITE WOODEN WITNESS POST SET 2 FEET EAST OF MARK
 LB0720
 LB0720                          STATION RECOVERY (2002)
 LB0720
 LB0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0720'MARK NOT FOUND, POSSIBILY DUE TO RAILROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0377 ***********************************************************************
 JA0377  DESIGNATION -  Q 310
 JA0377  PID         -  JA0377
 JA0377  STATE/COUNTY-  IN/ORANGE
 JA0377  COUNTRY     -  US
 JA0377  USGS QUAD   -  VALEENE (2019)
 JA0377
 JA0377                         *CURRENT SURVEY CONTROL
 JA0377  ______________________________________________________________________
 JA0377* NAD 83(1986) POSITION- 38 24 40.     (N) 086 27 03.     (W)   SCALED
 JA0377* NAVD 88 ORTHO HEIGHT -   239.502 (meters)      785.77  (feet) ADJUSTED
 JA0377  ______________________________________________________________________
 JA0377  GEOID HEIGHT    -        -33.332 (meters)                     GEOID18
 JA0377  DYNAMIC HEIGHT  -        239.333 (meters)      785.21  (feet) COMP
 JA0377  MODELED GRAVITY -    979,918.9   (mgal)                       NAVD 88
 JA0377
 JA0377  VERT ORDER      -  FIRST     CLASS II
 JA0377
 JA0377.The horizontal coordinates were scaled from a map and have
 JA0377.an estimated accuracy of +/- 6 seconds.
 JA0377
 JA0377.The orthometric height was determined by differential leveling and
 JA0377.adjusted by the NATIONAL GEODETIC SURVEY
 JA0377.in June 1991.
 JA0377
 JA0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0377.GEOID18 height accuracy estimate available here.
 JA0377
 JA0377.Click photographs - Photos may exist for this station.
 JA0377
 JA0377.The dynamic height is computed by dividing the NAVD 88
 JA0377.geopotential number by the normal gravity value computed on the
 JA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0377.degrees latitude (g = 980.6199 gals.).
 JA0377
 JA0377.The modeled gravity was interpolated from observed gravity values.
 JA0377
 JA0377;                    North         East    Units  Estimated Accuracy
 JA0377;SPC IN W     -   351,320.      955,240.      MT  (+/- 180 meters Scaled)
 JA0377
 JA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479515(NAD 83)
 JA0377
 JA0377                          SUPERSEDED SURVEY CONTROL
 JA0377
 JA0377  NGVD 29 (??/??/92)  239.604  (m)          786.10   (f) ADJ UNCH    1 2
 JA0377
 JA0377.Superseded values are not recommended for survey control.
 JA0377
 JA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0377.See file dsdata.pdf to determine how the superseded data were derived.
 JA0377
 JA0377_MARKER: DB = BENCH MARK DISK
 JA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0377_STAMPING: Q 310 1965
 JA0377_MARK LOGO: CGS
 JA0377_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0377+STABILITY: SURFACE MOTION
 JA0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0377+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2023
 JA0377
 JA0377  HISTORY     - Date     Condition        Report By
 JA0377  HISTORY     - 1965     MONUMENTED       CGS
 JA0377  HISTORY     - 20230126 GOOD             INDOT
 JA0377
 JA0377                          STATION DESCRIPTION
 JA0377
 JA0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0377'6 MI N FROM ENGLISH.
 JA0377'6.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0377'ENGLISH, IN SECTION 30, T 1 S, R 1 E, 42 FEET SOUTHWEST OF A
 JA0377'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING WEST, 34
 JA0377'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 JA0377'CENTER LINE OF THE GRAVELED ROAD LEADING WEST, 4 1/2 FEET SOUTH
 JA0377'OF A STONE PILLAR IN A FENCE CORNER, 1.2 FEET NORTH OF A METAL
 JA0377'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 JA0377'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0377
 JA0377                          STATION RECOVERY (2023)
 JA0377
 JA0377'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (GK)
 JA0377'MONUMENT HAS A METAL CHURCH SIGN DIRECTLY ABOVE IT NOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0732 ***********************************************************************
 JA0732  DESIGNATION -  Q 311
 JA0732  PID         -  JA0732
 JA0732  STATE/COUNTY-  IN/DAVIESS
 JA0732  COUNTRY     -  US
 JA0732  USGS QUAD   -  LOOGOOTEE (2019)
 JA0732
 JA0732                         *CURRENT SURVEY CONTROL
 JA0732  ______________________________________________________________________
 JA0732* NAD 83(1986) POSITION- 38 40 18.     (N) 086 58 23.     (W)   SCALED
 JA0732* NAVD 88 ORTHO HEIGHT -   156.492 (meters)      513.42  (feet) ADJUSTED
 JA0732  ______________________________________________________________________
 JA0732  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 JA0732  DYNAMIC HEIGHT  -        156.392 (meters)      513.10  (feet) COMP
 JA0732  MODELED GRAVITY -    979,988.5   (mgal)                       NAVD 88
 JA0732
 JA0732  VERT ORDER      -  FIRST     CLASS II
 JA0732
 JA0732.The horizontal coordinates were scaled from a map and have
 JA0732.an estimated accuracy of +/- 6 seconds.
 JA0732
 JA0732.The orthometric height was determined by differential leveling and
 JA0732.adjusted by the NATIONAL GEODETIC SURVEY
 JA0732.in June 1991.
 JA0732
 JA0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0732.GEOID18 height accuracy estimate available here.
 JA0732
 JA0732.Click photographs - Photos may exist for this station.
 JA0732
 JA0732.The dynamic height is computed by dividing the NAVD 88
 JA0732.geopotential number by the normal gravity value computed on the
 JA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0732.degrees latitude (g = 980.6199 gals.).
 JA0732
 JA0732.The modeled gravity was interpolated from observed gravity values.
 JA0732
 JA0732;                    North         East    Units  Estimated Accuracy
 JA0732;SPC IN W     -   380,050.      909,600.      MT  (+/- 180 meters Scaled)
 JA0732
 JA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH023803(NAD 83)
 JA0732
 JA0732                          SUPERSEDED SURVEY CONTROL
 JA0732
 JA0732  NGVD 29 (??/??/92)  156.622  (m)          513.85   (f) ADJ UNCH    1 2
 JA0732
 JA0732.Superseded values are not recommended for survey control.
 JA0732
 JA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0732.See file dsdata.pdf to determine how the superseded data were derived.
 JA0732
 JA0732_MARKER: DB = BENCH MARK DISK
 JA0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0732_STAMPING: Q 311 1965
 JA0732_MARK LOGO: CGS
 JA0732_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0732
 JA0732  HISTORY     - Date     Condition        Report By
 JA0732  HISTORY     - 1965     MONUMENTED       CGS
 JA0732  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA0732
 JA0732                          STATION DESCRIPTION
 JA0732
 JA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0732'3 MI W FROM LOOGOOTEE.
 JA0732'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0732'THE STATION AT LOOGOOTEE, OR 4.0 MILES EAST ALONG THE BALTIMORE
 JA0732'AND OHIO RAILROAD FROM THE STATION AT MONTGOMERY, IN SECTION 21,
 JA0732'T 3 N, R 5 W, 3 POLES WEST OF MILEPOST 158-20, 36 1/2 FEET NORTH
 JA0732'OF THE NORTH RAIL, 7 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET
 JA0732'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JA0732'FILLED, 5-INCH, CAST IRON PIPE WHICH PROJECTS 12 INCHES.
 JA0732
 JA0732                          STATION RECOVERY (2022)
 JA0732
 JA0732'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0732'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0264 ***********************************************************************
 JA0264  DESIGNATION -  Q 312
 JA0264  PID         -  JA0264
 JA0264  STATE/COUNTY-  IN/CRAWFORD
 JA0264  COUNTRY     -  US
 JA0264  USGS QUAD   -  MILLTOWN (2019)
 JA0264
 JA0264                         *CURRENT SURVEY CONTROL
 JA0264  ______________________________________________________________________
 JA0264* NAD 83(1986) POSITION- 38 20 53.     (N) 086 16 59.     (W)   SCALED
 JA0264* NAVD 88 ORTHO HEIGHT -   172.215 (meters)      565.01  (feet) ADJUSTED
 JA0264  ______________________________________________________________________
 JA0264  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 JA0264  DYNAMIC HEIGHT  -        172.095 (meters)      564.62  (feet) COMP
 JA0264  MODELED GRAVITY -    979,927.6   (mgal)                       NAVD 88
 JA0264
 JA0264  VERT ORDER      -  FIRST     CLASS II
 JA0264
 JA0264.The horizontal coordinates were scaled from a map and have
 JA0264.an estimated accuracy of +/- 6 seconds.
 JA0264
 JA0264.The orthometric height was determined by differential leveling and
 JA0264.adjusted by the NATIONAL GEODETIC SURVEY
 JA0264.in June 1991.
 JA0264
 JA0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0264.GEOID18 height accuracy estimate available here.
 JA0264
 JA0264.Click photographs - Photos may exist for this station.
 JA0264
 JA0264.The dynamic height is computed by dividing the NAVD 88
 JA0264.geopotential number by the normal gravity value computed on the
 JA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0264.degrees latitude (g = 980.6199 gals.).
 JA0264
 JA0264.The modeled gravity was interpolated from observed gravity values.
 JA0264
 JA0264;                    North         East    Units  Estimated Accuracy
 JA0264;SPC IN W     -   344,430.      969,960.      MT  (+/- 180 meters Scaled)
 JA0264
 JA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH626446(NAD 83)
 JA0264
 JA0264                          SUPERSEDED SURVEY CONTROL
 JA0264
 JA0264  NGVD 29 (??/??/92)  172.335  (m)          565.40   (f) ADJ UNCH    1 2
 JA0264
 JA0264.Superseded values are not recommended for survey control.
 JA0264
 JA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0264.See file dsdata.pdf to determine how the superseded data were derived.
 JA0264
 JA0264_MARKER: DB = BENCH MARK DISK
 JA0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0264_SP_SET: OVERPASS
 JA0264_STAMPING: Q 312 1965
 JA0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0264
 JA0264  HISTORY     - Date     Condition        Report By
 JA0264  HISTORY     - 1965     MONUMENTED       CGS
 JA0264
 JA0264                          STATION DESCRIPTION
 JA0264
 JA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0264'0.5 MI W FROM MILLTOWN.
 JA0264'0.5 MILE WEST ALONG THE SOUTHERN RAILROAD FROM THE WEST END OF
 JA0264'THE BLUE RIVER BRIDGE AT MILLTOWN, IN SECTION 15, T 2 S, R 2 E,
 JA0264'7 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 20 1/2 FEET
 JA0264'NORTH OF THE NORTH RAIL OF A SIDE TRACK, SET VERTICALLY IN THE
 JA0264'SOUTH FACE OF THE WEST END OF THE MOST WESTERLY OF A GROUP OF
 JA0264'CONCRETE PILLARS SUPPORTING A PAVED ROAD OVERPASS, ABOUT 1 FOOT
 JA0264'ABOVE THE LEVEL OF THE RAILS, ABOUT 3 FEET ABOVE THE LEVEL OF
 JA0264'THE GROUND, 2 1/2 FEET EAST OF THE WEST END OF THE PILLAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1354 ***********************************************************************
 HZ1354  DESIGNATION -  Q 313
 HZ1354  PID         -  HZ1354
 HZ1354  STATE/COUNTY-  IN/FLOYD
 HZ1354  COUNTRY     -  US
 HZ1354  USGS QUAD   -  GEORGETOWN (2019)
 HZ1354
 HZ1354                         *CURRENT SURVEY CONTROL
 HZ1354  ______________________________________________________________________
 HZ1354* NAD 83(1986) POSITION- 38 17 23.     (N) 085 56 18.     (W)   SCALED
 HZ1354* NAVD 88 ORTHO HEIGHT -   233.372 (meters)      765.65  (feet) ADJUSTED
 HZ1354  ______________________________________________________________________
 HZ1354  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 HZ1354  DYNAMIC HEIGHT  -        233.210 (meters)      765.12  (feet) COMP
 HZ1354  MODELED GRAVITY -    979,928.3   (mgal)                       NAVD 88
 HZ1354
 HZ1354  VERT ORDER      -  FIRST     CLASS II
 HZ1354
 HZ1354.The horizontal coordinates were scaled from a map and have
 HZ1354.an estimated accuracy of +/- 6 seconds.
 HZ1354
 HZ1354.The orthometric height was determined by differential leveling and
 HZ1354.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1354.in June 1991.
 HZ1354
 HZ1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1354.GEOID18 height accuracy estimate available here.
 HZ1354
 HZ1354.Click photographs - Photos may exist for this station.
 HZ1354
 HZ1354.The dynamic height is computed by dividing the NAVD 88
 HZ1354.geopotential number by the normal gravity value computed on the
 HZ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1354.degrees latitude (g = 980.6199 gals.).
 HZ1354
 HZ1354.The modeled gravity was interpolated from observed gravity values.
 HZ1354
 HZ1354;                    North         East    Units  Estimated Accuracy
 HZ1354;SPC IN E     -   337,690.       76,230.      MT  (+/- 180 meters Scaled)
 HZ1354
 HZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH928384(NAD 83)
 HZ1354
 HZ1354                          SUPERSEDED SURVEY CONTROL
 HZ1354
 HZ1354  NGVD 29 (??/??/92)  233.504  (m)          766.09   (f) ADJ UNCH    1 2
 HZ1354
 HZ1354.Superseded values are not recommended for survey control.
 HZ1354
 HZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1354.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1354
 HZ1354_MARKER: DB = BENCH MARK DISK
 HZ1354_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1354_STAMPING: Q 313 1965
 HZ1354_MARK LOGO: CGS
 HZ1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1354+STABILITY: POSITION/ELEVATION WELL
 HZ1354
 HZ1354  HISTORY     - Date     Condition        Report By
 HZ1354  HISTORY     - 1965     MONUMENTED       CGS
 HZ1354
 HZ1354                          STATION DESCRIPTION
 HZ1354
 HZ1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1354'2.2 MI E FROM GEORGETOWN.
 HZ1354'ABOUT 2.2 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 HZ1354'BRETHERN CHURCH AT GEORGETOWN, IN SECTION 34, T 2 S, R 5 E, 36
 HZ1354'FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HZ1354'PRIVATE ROAD, 39 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 HZ1354'TRACK, 25 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 23 1/2
 HZ1354'FEET EAST OF THE CENTER OF AN IRON GATE AND THE CENTER LINE OF A
 HZ1354'PRIVATE ROAD, SET IN THE TOP OF A ROCK LEDGE AT THE FOOT OF A
 HZ1354'SMALL ROCK CLIFF, 1 1/2 FEET SOUTH OF A WOVEN WIRE FENCE, ABOUT
 HZ1354'1 FOOT BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0881 ***********************************************************************
 JA0881  CBN         -  This is a Cooperative Base Network Control Station.
 JA0881  DESIGNATION -  Q 314
 JA0881  PID         -  JA0881
 JA0881  STATE/COUNTY-  IN/KNOX
 JA0881  COUNTRY     -  US
 JA0881  USGS QUAD   -  FRITCHTON (2019)
 JA0881
 JA0881                         *CURRENT SURVEY CONTROL
 JA0881  ______________________________________________________________________
 JA0881* NAD 83(2011) POSITION- 38 41 02.76465(N) 087 27 22.31114(W)   ADJUSTED
 JA0881* NAD 83(2011) ELLIP HT-   129.404 (meters)        (06/27/12)   ADJUSTED
 JA0881* NAD 83(2011) EPOCH   -  2010.00
 JA0881* NAVD 88 ORTHO HEIGHT -   161.275 (meters)      529.12  (feet) ADJUSTED
 JA0881  ______________________________________________________________________
 JA0881  GEOID HEIGHT    -        -31.876 (meters)                     GEOID18
 JA0881  NAD 83(2011) X  -    221,268.728 (meters)                     COMP
 JA0881  NAD 83(2011) Y  - -4,980,509.834 (meters)                     COMP
 JA0881  NAD 83(2011) Z  -  3,965,083.707 (meters)                     COMP
 JA0881  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JA0881  DYNAMIC HEIGHT  -        161.175 (meters)      528.79  (feet) COMP
 JA0881  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JA0881
 JA0881  VERT ORDER      -  FIRST     CLASS II
 JA0881
 JA0881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0881  Standards:
 JA0881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0881  -------------------------------------------------------------------
 JA0881  NETWORK    0.93   2.20           0.44   0.28   1.12     -0.08729487
 JA0881  -------------------------------------------------------------------
 JA0881  Click here for local accuracies and other accuracy information.
 JA0881
 JA0881.The horizontal coordinates were established by GPS observations
 JA0881.and adjusted by the National Geodetic Survey in June 2012.
 JA0881
 JA0881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0881.been affixed to the stable North American tectonic plate. See 
 JA0881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0881
 JA0881.The horizontal coordinates are valid at the epoch date displayed above
 JA0881.which is a decimal equivalence of Year/Month/Day.
 JA0881
 JA0881.The orthometric height was determined by differential leveling and
 JA0881.adjusted by the NATIONAL GEODETIC SURVEY
 JA0881.in June 1991.
 JA0881
 JA0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0881.GEOID18 height accuracy estimate available here.
 JA0881
 JA0881.Click photographs - Photos may exist for this station.
 JA0881
 JA0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0881
 JA0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0881
 JA0881.The ellipsoidal height was determined by GPS observations
 JA0881.and is referenced to NAD 83.
 JA0881
 JA0881.The dynamic height is computed by dividing the NAVD 88
 JA0881.geopotential number by the normal gravity value computed on the
 JA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0881.degrees latitude (g = 980.6199 gals.).
 JA0881
 JA0881.The modeled gravity was interpolated from observed gravity values.
 JA0881
 JA0881. The following values were computed from the NAD 83(2011) position.
 JA0881
 JA0881;                    North         East     Units Scale Factor Converg.
 JA0881;SPC IN W     -   381,494.745   867,558.014   MT  0.99997962   -0 13 59.0
 JA0881;SPC IN W     - 1,251,620.68  2,846,313.25   sFT  0.99997962   -0 13 59.0
 JA0881;UTM  16      - 4,281,820.646   460,321.911   MT  0.99961939   -0 17 06.5
 JA0881
 JA0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0881!SPC IN W     -   0.99997970  x   0.99997962  =   0.99995932
 JA0881!UTM  16      -   0.99997970  x   0.99961939  =   0.99959909
 JA0881
 JA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6032181820(NAD 83)
 JA0881
 JA0881                          SUPERSEDED SURVEY CONTROL
 JA0881
 JA0881  NAD 83(2007)-  38 41 02.76474(N)    087 27 22.31199(W) AD(2002.00) 0
 JA0881  ELLIP H (02/10/07)  129.425  (m)                       GP(2002.00)    
 JA0881  NAD 83(1997)-  38 41 02.76479(N)    087 27 22.31212(W) AD(       ) B
 JA0881  ELLIP H (04/10/98)  129.430  (m)                       GP(       ) 4 1
 JA0881  NAVD 88             161.28   (m)          529.1    (f) LEVELING    3  
 JA0881  NGVD 29 (??/??/92)  161.398  (m)          529.52   (f) ADJ UNCH    1 2
 JA0881
 JA0881.Superseded values are not recommended for survey control.
 JA0881
 JA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0881.See file dsdata.pdf to determine how the superseded data were derived.
 JA0881
 JA0881_MARKER: DB = BENCH MARK DISK
 JA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0881_STAMPING: Q 314 1965
 JA0881_MARK LOGO: CGS
 JA0881_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0881+STABILITY: SURFACE MOTION
 JA0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0881+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 JA0881
 JA0881  HISTORY     - Date     Condition        Report By
 JA0881  HISTORY     - 1965     MONUMENTED       CGS
 JA0881  HISTORY     - 1986     GOOD             NGS
 JA0881  HISTORY     - 19970904 GOOD             SEC
 JA0881  HISTORY     - 20050328 GOOD             INDIV
 JA0881  HISTORY     - 20090413 GOOD             GEOCAC
 JA0881  HISTORY     - 20110811 GOOD             JCLS
 JA0881  HISTORY     - 20110909 GOOD             JCLS
 JA0881  HISTORY     - 20140113 GOOD             INDOT
 JA0881
 JA0881                          STATION DESCRIPTION
 JA0881
 JA0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0881'3.6 MI E FROM VINCENNES.
 JA0881'ABOUT 3.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0881'THE STATION AT VINCENNES, IN FRACTIONAL SECTION 22, T 3 N, R 9 W,
 JA0881'30 FEET WEST OF THE SECOND POLE WEST OF MILEPOST 184-40, 32 FEET
 JA0881'SOUTH OF THE SOUTH RAIL, 324 FEET EAST OF THE CENTER LINE OF A
 JA0881'PRIVATE DRIVEWAY LEADING TO THE HENRY DECKER FARMHOUSE WHICH IS
 JA0881'LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 50, 36 FEET NORTH OF
 JA0881'THE CENTERLINE OF THE HIGHWAY, 17 FEET EAST OF UNDERGROUND CABLE
 JA0881'MARKER POST NUMBER 6-S, IN LINE WITH A ROW OF TELEPHONE POLES,
 JA0881'1.7 FEET NORTH OF A METAL WITNESS PSOT, ABOUT LEVEL WITH THE
 JA0881'HIGHWAY ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JA0881'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0881
 JA0881                          STATION RECOVERY (1986)
 JA0881
 JA0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0881'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0881'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0881'DELETE--30 FT WEST OF THE SECOND POLE WEST OF MILEPOST 184-40.
 JA0881'ADD--29.8 M (97.8 FT) WEST OF MILEPOST 185.
 JA0881
 JA0881                          STATION RECOVERY (1997)
 JA0881
 JA0881'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA0881'5.80 KM (3.60 MI) EAST OF VINCENNES.  AT JUNCTION OF U.S. HIGHWAY 50
 JA0881'AND U.S. HIGHWAY 150 EAST AND U.S. HIGHWAY 41 IN VINCENNES, HEADING
 JA0881'EAST TOWARD WASHINGTON, GO 3.22 KILOMETERS (2.00 MI) TO NORTHEAST 300
 JA0881'STREET.  TURN LEFT, NORTH AND GO 1.21 KILOMETERS (0.75 MI) TO FIRST
 JA0881'STOP SIGN SOUTH OF RAILROAD TRACKS.  THIS IS OLD U.S. HIGHWAY 50. TURN
 JA0881'RIGHT, EAST ON OLD U.S. HIGHWAY 50 AND GO 0.48 KILOMETER (0.30 MI)
 JA0881'EAST TO THE STATION, 10.80 METERS (35.43 FT) NORTH OF CENTER OF OLD
 JA0881'HIGHWAY 50, 9.88 METERS (32.41 FT) SOUTH OF INSIDE SOUTH RAIL, 29.80
 JA0881'METERS (97.77 FT) NORTHWEST OF TELEPHONE POLE 26 (AT TOP OF POLE
 JA0881'NORTHWEST SIDE), 9.30 METERS (30.51 FT) WEST OF CENTER OF TELEPHONE
 JA0881'POLE, 30.00 METERS (98.42 FT) SOUTHWEST OF MILE MARKER 185 AND 27.30
 JA0881'METERS (89.57 FT) SOUTH OF THE CENTER OF OLD WHEATLAND ROAD.
 JA0881'OWNERSHIP--CHESSIE SYSTEM RAILROAD.  STATION IS SET IN THE TOP OF A 30
 JA0881'CM ROUND CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  LOCATED 0.52
 JA0881'METER (1.71 FT) NORTH OF A METAL WITNESS POST, LEVEL WITH OLD HIGHWAY
 JA0881'50, 0.61 METER (2.00 FT) BELOW LEVEL OF RAILROAD TRACKS.  THE STATION
 JA0881'IS LOCATED ABOUT 22.54 KILOMETERS (14.00 MI) WEST OF WASHINGTON, 57.74
 JA0881'KILOMETERS (35.85 MI) SOUTHEAST OF SULLIVAN, OR 43.47 KILOMETERS
 JA0881'(27.00 MI) NORTHEAST OF PRINCETON.
 JA0881
 JA0881                          STATION RECOVERY (2005)
 JA0881
 JA0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA0881'RECOVERED IN GOOD CONDITION.
 JA0881
 JA0881                          STATION RECOVERY (2009)
 JA0881
 JA0881'RECOVERY NOTE BY GEOCACHING 2009 (CJJ)
 JA0881'RECOVERED.   IN GOOD CONDITION.  IF YOU NEED ME TO INSPECT ANY MORE
 JA0881'BENCHMARKS, JUST CONTACT ME.   THANKS,  COLTON JUNOD
 JA0881
 JA0881                          STATION RECOVERY (2011)
 JA0881
 JA0881'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA0881'RECOVERED IN GOOD CONDITION.
 JA0881
 JA0881                          STATION RECOVERY (2011)
 JA0881
 JA0881'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA0881'RECOVERED IN GOOD CONDITION.
 JA0881
 JA0881                          STATION RECOVERY (2014)
 JA0881
 JA0881'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JK)
 JA0881'RECOVERED AS DESCRIBED WITH ADDITION BELOW.
 JA0881'
 JA0881'THE STATION IS 0.1 FT (3 CM) WEST OF A STEEL T-POST AND 30 FT (9.1 M)
 JA0881'NORTH OF OLD US 50.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1082 ***********************************************************************
 JA1082  DESIGNATION -  Q 315
 JA1082  PID         -  JA1082
 JA1082  STATE/COUNTY-  IN/PIKE
 JA1082  COUNTRY     -  US
 JA1082  USGS QUAD   -  PETERSBURG (2019)
 JA1082
 JA1082                         *CURRENT SURVEY CONTROL
 JA1082  ______________________________________________________________________
 JA1082* NAD 83(1986) POSITION- 38 27 11.     (N) 087 17 17.     (W)   SCALED
 JA1082* NAVD 88 ORTHO HEIGHT -   136.437 (meters)      447.63  (feet) ADJUSTED
 JA1082  ______________________________________________________________________
 JA1082  GEOID HEIGHT    -        -31.960 (meters)                     GEOID18
 JA1082  DYNAMIC HEIGHT  -        136.348 (meters)      447.34  (feet) COMP
 JA1082  MODELED GRAVITY -    979,974.4   (mgal)                       NAVD 88
 JA1082
 JA1082  VERT ORDER      -  FIRST     CLASS II
 JA1082
 JA1082.The horizontal coordinates were scaled from a map and have
 JA1082.an estimated accuracy of +/- 6 seconds.
 JA1082
 JA1082.The orthometric height was determined by differential leveling and
 JA1082.adjusted by the NATIONAL GEODETIC SURVEY
 JA1082.in June 1991.
 JA1082
 JA1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1082.GEOID18 height accuracy estimate available here.
 JA1082
 JA1082.Click photographs - Photos may exist for this station.
 JA1082
 JA1082.The dynamic height is computed by dividing the NAVD 88
 JA1082.geopotential number by the normal gravity value computed on the
 JA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1082.degrees latitude (g = 980.6199 gals.).
 JA1082
 JA1082.The modeled gravity was interpolated from observed gravity values.
 JA1082
 JA1082;                    North         East    Units  Estimated Accuracy
 JA1082;SPC IN W     -   355,800.      882,130.      MT  (+/- 180 meters Scaled)
 JA1082
 JA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH748561(NAD 83)
 JA1082
 JA1082                          SUPERSEDED SURVEY CONTROL
 JA1082
 JA1082  NGVD 29 (??/??/92)  136.571  (m)          448.07   (f) ADJ UNCH    1 2
 JA1082
 JA1082.Superseded values are not recommended for survey control.
 JA1082
 JA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1082.See file dsdata.pdf to determine how the superseded data were derived.
 JA1082
 JA1082_MARKER: DB = BENCH MARK DISK
 JA1082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1082_STAMPING: Q 315 1965
 JA1082_MARK LOGO: CGS
 JA1082_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1082
 JA1082  HISTORY     - Date     Condition        Report By
 JA1082  HISTORY     - 1965     MONUMENTED       CGS
 JA1082  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1082
 JA1082                          STATION DESCRIPTION
 JA1082
 JA1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1082'2.7 MI SW FROM PETERSBURG.
 JA1082'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1082'COUNTY COURTHOUSE AT PETERSBURG, 17.4 FEET SOUTHEAST OF THE
 JA1082'SOUTHEAST RAIL, 10 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD
 JA1082'ROAD, 7 FEET NORTHEAST OF TELEPHONE POLE 20E, 1.4 FEET SOUTHWEST
 JA1082'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JA1082'TRACK, AND SET IN THE TOP OF A CONCRETE FILLED 5-INCH CAST IRON
 JA1082'PIPE PROJECTING 14 INCHES.
 JA1082
 JA1082                          STATION RECOVERY (1985)
 JA1082
 JA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1045 ***********************************************************************
 JA1045  DESIGNATION -  Q 316
 JA1045  PID         -  JA1045
 JA1045  STATE/COUNTY-  IN/WARRICK
 JA1045  COUNTRY     -  US
 JA1045  USGS QUAD   -  ELBERFELD (2019)
 JA1045
 JA1045                         *CURRENT SURVEY CONTROL
 JA1045  ______________________________________________________________________
 JA1045* NAD 83(1986) POSITION- 38 07 54.     (N) 087 27 49.     (W)   SCALED
 JA1045* NAVD 88 ORTHO HEIGHT -   119.702 (meters)      392.72  (feet) ADJUSTED
 JA1045  ______________________________________________________________________
 JA1045  GEOID HEIGHT    -        -31.339 (meters)                     GEOID18
 JA1045  DYNAMIC HEIGHT  -        119.621 (meters)      392.46  (feet) COMP
 JA1045  MODELED GRAVITY -    979,948.9   (mgal)                       NAVD 88
 JA1045
 JA1045  VERT ORDER      -  FIRST     CLASS II
 JA1045
 JA1045.The horizontal coordinates were scaled from a map and have
 JA1045.an estimated accuracy of +/- 6 seconds.
 JA1045
 JA1045.The orthometric height was determined by differential leveling and
 JA1045.adjusted by the NATIONAL GEODETIC SURVEY
 JA1045.in June 1991.
 JA1045
 JA1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1045.GEOID18 height accuracy estimate available here.
 JA1045
 JA1045.Click photographs - Photos may exist for this station.
 JA1045
 JA1045.The dynamic height is computed by dividing the NAVD 88
 JA1045.geopotential number by the normal gravity value computed on the
 JA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1045.degrees latitude (g = 980.6199 gals.).
 JA1045
 JA1045.The modeled gravity was interpolated from observed gravity values.
 JA1045
 JA1045;                    North         East    Units  Estimated Accuracy
 JA1045;SPC IN W     -   320,180.      866,660.      MT  (+/- 180 meters Scaled)
 JA1045
 JA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH593205(NAD 83)
 JA1045
 JA1045                          SUPERSEDED SURVEY CONTROL
 JA1045
 JA1045  NGVD 29 (??/??/92)  119.819  (m)          393.11   (f) ADJ UNCH    1 2
 JA1045
 JA1045.Superseded values are not recommended for survey control.
 JA1045
 JA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1045.See file dsdata.pdf to determine how the superseded data were derived.
 JA1045
 JA1045_MARKER: DB = BENCH MARK DISK
 JA1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1045_STAMPING: Q 316 1965
 JA1045_MARK LOGO: CGS
 JA1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1045
 JA1045  HISTORY     - Date     Condition        Report By
 JA1045  HISTORY     - 1965     MONUMENTED       CGS
 JA1045
 JA1045                          STATION DESCRIPTION
 JA1045
 JA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1045'2.2 MI SW FROM ELBERFELD.
 JA1045'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 JA1045'AT ELBERFELD, THENCE 2.1 MILES SOUTHWEST ALONG THE NEW YORK
 JA1045'CENTRAL RAILROAD, OR 3.05 MILES NORTHEAST ALONG THE NEW YORK
 JA1045'CENTRAL RAILROAD FROM THE IVOR JAQUESS STORE AT DAYLIGHT, IN
 JA1045'SECTION 31, T 4 S, R 10 W, ABOUT 5 RAILS SOUTHWEST OF A SWITCH
 JA1045'STAND, 50 FEET EAST AND ACROSS THE TRACK FROM MILEPOST 122, 37.4
 JA1045'FEET SOUTH OF THE SOUTH CORNER OF A WOODEN RAILROAD TRESTLE, 47
 JA1045'FEET SOUTHWEST OF A TELEPHONE POLE, 34 FEET SOUTHEAST OF THE
 JA1045'SOUTHEAST RAIL, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 JA1045'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA1045'OF A 5-INCH IRON PIPE FILLED WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0614 ***********************************************************************
 JA0614  DESIGNATION -  Q 317
 JA0614  PID         -  JA0614
 JA0614  STATE/COUNTY-  IN/SPENCER
 JA0614  COUNTRY     -  US
 JA0614  USGS QUAD   -  DALE (2019)
 JA0614
 JA0614                         *CURRENT SURVEY CONTROL
 JA0614  ______________________________________________________________________
 JA0614* NAD 83(1986) POSITION- 38 08 15.     (N) 086 59 21.     (W)   SCALED
 JA0614* NAVD 88 ORTHO HEIGHT -   123.446 (meters)      405.01  (feet) ADJUSTED
 JA0614  ______________________________________________________________________
 JA0614  GEOID HEIGHT    -        -31.834 (meters)                     GEOID18
 JA0614  DYNAMIC HEIGHT  -        123.363 (meters)      404.73  (feet) COMP
 JA0614  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 JA0614
 JA0614  VERT ORDER      -  FIRST     CLASS II
 JA0614
 JA0614.The horizontal coordinates were scaled from a map and have
 JA0614.an estimated accuracy of +/- 6 seconds.
 JA0614
 JA0614.The orthometric height was determined by differential leveling and
 JA0614.adjusted by the NATIONAL GEODETIC SURVEY
 JA0614.in June 1991.
 JA0614
 JA0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0614.GEOID18 height accuracy estimate available here.
 JA0614
 JA0614.Click photographs - Photos may exist for this station.
 JA0614
 JA0614.The dynamic height is computed by dividing the NAVD 88
 JA0614.geopotential number by the normal gravity value computed on the
 JA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0614.degrees latitude (g = 980.6199 gals.).
 JA0614
 JA0614.The modeled gravity was interpolated from observed gravity values.
 JA0614
 JA0614;                    North         East    Units  Estimated Accuracy
 JA0614;SPC IN W     -   320,760.      908,260.      MT  (+/- 180 meters Scaled)
 JA0614
 JA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH009210(NAD 83)
 JA0614
 JA0614                          SUPERSEDED SURVEY CONTROL
 JA0614
 JA0614  NGVD 29 (??/??/92)  123.551  (m)          405.35   (f) ADJ UNCH    1 2
 JA0614
 JA0614.Superseded values are not recommended for survey control.
 JA0614
 JA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0614.See file dsdata.pdf to determine how the superseded data were derived.
 JA0614
 JA0614_MARKER: DB = BENCH MARK DISK
 JA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0614_STAMPING: Q 317 1965
 JA0614_MARK LOGO: CGS
 JA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0614+STABILITY: SURFACE MOTION
 JA0614
 JA0614  HISTORY     - Date     Condition        Report By
 JA0614  HISTORY     - 1965     MONUMENTED       CGS
 JA0614
 JA0614                          STATION DESCRIPTION
 JA0614
 JA0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0614'1.4 MI N FROM LINCOLN CITY.
 JA0614'ABOUT 1.35 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE
 JA0614'POST OFFICE AT LINCOLN CITY, OR ABOUT 1.0 MILE EAST ALONG U.S.
 JA0614'HIGHWAY 60 AND STATE HIGHWAY 62 FROM THE POST OFFICE AT DALE,
 JA0614'THENCE 2.5 MILES SOUTH ALONG THE SOUTHERN RAILROAD, IN SECTION
 JA0614'29, T 4 S, R 5 W, 84 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 JA0614'OF AN ASPHALT ROAD, 32 FEET WEST OF THE WEST RAIL, 63 FEET SOUTH
 JA0614'OF TELEPHONE POLE 52 WHICH IS BRACED WITH 2 GUY WIRES, 34 FEET
 JA0614'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD TRESTLE OVER
 JA0614'LITTLE PIGEON CREEK, 27 FEET SOUTHEAST OF A LARGE 32-INCH OAK
 JA0614'TREE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 JA0614'THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA0614'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1076 ***********************************************************************
 HA1076  DESIGNATION -  Q 318
 HA1076  PID         -  HA1076
 HA1076  STATE/COUNTY-  IN/POSEY
 HA1076  COUNTRY     -  US
 HA1076  USGS QUAD   -  MOUNT VERNON (2019)
 HA1076
 HA1076                         *CURRENT SURVEY CONTROL
 HA1076  ______________________________________________________________________
 HA1076* NAD 83(1986) POSITION- 37 55 05.     (N) 087 55 18.     (W)   SCALED
 HA1076* NAVD 88 ORTHO HEIGHT -   120.723 (meters)      396.07  (feet) ADJUSTED
 HA1076  ______________________________________________________________________
 HA1076  GEOID HEIGHT    -        -30.516 (meters)                     GEOID18
 HA1076  DYNAMIC HEIGHT  -        120.640 (meters)      395.80  (feet) COMP
 HA1076  MODELED GRAVITY -    979,947.3   (mgal)                       NAVD 88
 HA1076
 HA1076  VERT ORDER      -  FIRST     CLASS II
 HA1076
 HA1076.The horizontal coordinates were scaled from a map and have
 HA1076.an estimated accuracy of +/- 6 seconds.
 HA1076
 HA1076.The orthometric height was determined by differential leveling and
 HA1076.adjusted by the NATIONAL GEODETIC SURVEY
 HA1076.in June 1991.
 HA1076
 HA1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1076.GEOID18 height accuracy estimate available here.
 HA1076
 HA1076.Click photographs - Photos may exist for this station.
 HA1076
 HA1076.The dynamic height is computed by dividing the NAVD 88
 HA1076.geopotential number by the normal gravity value computed on the
 HA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1076.degrees latitude (g = 980.6199 gals.).
 HA1076
 HA1076.The modeled gravity was interpolated from observed gravity values.
 HA1076
 HA1076;                    North         East    Units  Estimated Accuracy
 HA1076;SPC IN W     -   296,730.      826,290.      MT  (+/- 180 meters Scaled)
 HA1076
 HA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG189971(NAD 83)
 HA1076
 HA1076                          SUPERSEDED SURVEY CONTROL
 HA1076
 HA1076  NGVD 29 (??/??/92)  120.823  (m)          396.40   (f) ADJ UNCH    1 2
 HA1076
 HA1076.Superseded values are not recommended for survey control.
 HA1076
 HA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1076.See file dsdata.pdf to determine how the superseded data were derived.
 HA1076
 HA1076_MARKER: DB = BENCH MARK DISK
 HA1076_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1076+WITH SETTING: PAVEMENT
 HA1076_SP_SET: TOWER FOUNDATION
 HA1076_STAMPING: Q 318 1965
 HA1076_MARK LOGO: CGS
 HA1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1076+STABILITY: SURFACE MOTION
 HA1076
 HA1076  HISTORY     - Date     Condition        Report By
 HA1076  HISTORY     - 1965     MONUMENTED       CGS
 HA1076  HISTORY     - 20140113 MARK NOT FOUND   INDOT
 HA1076
 HA1076                          STATION DESCRIPTION
 HA1076
 HA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1076'1.8 MI SW FROM MT VERNON.
 HA1076'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE POSEY COUNTY
 HA1076'COURTHOUSE AT MT. VERNON, THENCE 1.7 MILES SOUTHWEST ALONG STATE
 HA1076'HIGHWAY 69, ABOUT 0.1 MILE NORTHWEST OF AND ACROSS THE HIGHWAY
 HA1076'FROM THE MT. VERNON TERMINAL OF THE MARATHON OIL COMPANY, 85
 HA1076'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HA1076'CENTER OF THE TOP OF THE CONCRETE FOUNDATION OF A POWER LINE
 HA1076'TOWER, 17 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR
 HA1076'RAILROAD TRACK, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 HA1076'WITH THE HIGHWAY, IN SECTION 18, T 7 S, R 14 W.
 HA1076
 HA1076                          STATION RECOVERY (2014)
 HA1076
 HA1076'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JK)
 HA1076'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0800 ***********************************************************************
 HZ0800  DESIGNATION -  Q 319
 HZ0800  PID         -  HZ0800
 HZ0800  STATE/COUNTY-  IN/SWITZERLAND
 HZ0800  COUNTRY     -  US
 HZ0800  USGS QUAD   -  PATRIOT (2019)
 HZ0800
 HZ0800                         *CURRENT SURVEY CONTROL
 HZ0800  ______________________________________________________________________
 HZ0800* NAD 83(1986) POSITION- 38 50 04.     (N) 084 49 48.     (W)   SCALED
 HZ0800* NAVD 88 ORTHO HEIGHT -   141.807 (meters)      465.25  (feet) ADJUSTED
 HZ0800  ______________________________________________________________________
 HZ0800  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 HZ0800  DYNAMIC HEIGHT  -        141.718 (meters)      464.95  (feet) COMP
 HZ0800  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 HZ0800
 HZ0800  VERT ORDER      -  FIRST     CLASS II
 HZ0800
 HZ0800.The horizontal coordinates were scaled from a map and have
 HZ0800.an estimated accuracy of +/- 6 seconds.
 HZ0800
 HZ0800.The orthometric height was determined by differential leveling and
 HZ0800.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0800.in June 1991.
 HZ0800
 HZ0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0800.GEOID18 height accuracy estimate available here.
 HZ0800
 HZ0800.Click photographs - Photos may exist for this station.
 HZ0800
 HZ0800.The dynamic height is computed by dividing the NAVD 88
 HZ0800.geopotential number by the normal gravity value computed on the
 HZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0800.degrees latitude (g = 980.6199 gals.).
 HZ0800
 HZ0800.The modeled gravity was interpolated from observed gravity values.
 HZ0800
 HZ0800;                    North         East    Units  Estimated Accuracy
 HZ0800;SPC IN E     -   398,450.      172,640.      MT  (+/- 180 meters Scaled)
 HZ0800
 HZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ883006(NAD 83)
 HZ0800
 HZ0800                          SUPERSEDED SURVEY CONTROL
 HZ0800
 HZ0800  NGVD 29 (??/??/92)  142.005  (m)          465.89   (f) ADJ UNCH    1 2
 HZ0800
 HZ0800.Superseded values are not recommended for survey control.
 HZ0800
 HZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0800.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0800
 HZ0800_MARKER: DB = BENCH MARK DISK
 HZ0800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0800_SP_SET: BOX CULVERT HEADWALL
 HZ0800_STAMPING: Q 319 1965
 HZ0800_MARK LOGO: CGS
 HZ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0800+STABILITY: SURFACE MOTION
 HZ0800
 HZ0800  HISTORY     - Date     Condition        Report By
 HZ0800  HISTORY     - 1965     MONUMENTED       CGS
 HZ0800
 HZ0800                          STATION DESCRIPTION
 HZ0800
 HZ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0800'0.4 MI SW FROM PATRIOT.
 HZ0800'ABOUT 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0800'OFFICE AT PATRIOT, IN SECTION 13, T 2 N, R 1 W, 20 FEET SOUTHEAST
 HZ0800'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTHEAST OF A
 HZ0800'CURVE, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 HZ0800'HEADWALL OF A CONCRETE BOX CULVERT, ABOUT 3 FEET BELOW THE
 HZ0800'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1047 ***********************************************************************
 HZ1047  DESIGNATION -  Q 320
 HZ1047  PID         -  HZ1047
 HZ1047  STATE/COUNTY-  IN/JEFFERSON
 HZ1047  COUNTRY     -  US
 HZ1047  USGS QUAD   -  MADISON EAST (2019)
 HZ1047
 HZ1047                         *CURRENT SURVEY CONTROL
 HZ1047  ______________________________________________________________________
 HZ1047* NAD 83(1986) POSITION- 38 44 28.     (N) 085 16 08.     (W)   SCALED
 HZ1047* NAVD 88 ORTHO HEIGHT -   139.308 (meters)      457.05  (feet) ADJUSTED
 HZ1047  ______________________________________________________________________
 HZ1047  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 HZ1047  DYNAMIC HEIGHT  -        139.217 (meters)      456.75  (feet) COMP
 HZ1047  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 HZ1047
 HZ1047  VERT ORDER      -  FIRST     CLASS II
 HZ1047
 HZ1047.The horizontal coordinates were scaled from a map and have
 HZ1047.an estimated accuracy of +/- 6 seconds.
 HZ1047
 HZ1047.The orthometric height was determined by differential leveling and
 HZ1047.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1047.in June 1991.
 HZ1047
 HZ1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1047.GEOID18 height accuracy estimate available here.
 HZ1047
 HZ1047.Click photographs - Photos may exist for this station.
 HZ1047
 HZ1047.The dynamic height is computed by dividing the NAVD 88
 HZ1047.geopotential number by the normal gravity value computed on the
 HZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1047.degrees latitude (g = 980.6199 gals.).
 HZ1047
 HZ1047.The modeled gravity was interpolated from observed gravity values.
 HZ1047
 HZ1047;                    North         East    Units  Estimated Accuracy
 HZ1047;SPC IN E     -   387,830.      134,580.      MT  (+/- 180 meters Scaled)
 HZ1047
 HZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH504894(NAD 83)
 HZ1047
 HZ1047                          SUPERSEDED SURVEY CONTROL
 HZ1047
 HZ1047  NGVD 29 (??/??/92)  139.479  (m)          457.61   (f) ADJ UNCH    1 2
 HZ1047
 HZ1047.Superseded values are not recommended for survey control.
 HZ1047
 HZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1047.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1047
 HZ1047_MARKER: DB = BENCH MARK DISK
 HZ1047_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HZ1047_SP_SET: CULVERT WINGWALL
 HZ1047_STAMPING: Q 320 1965
 HZ1047_MARK LOGO: CGS
 HZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1047+STABILITY: SURFACE MOTION
 HZ1047
 HZ1047  HISTORY     - Date     Condition        Report By
 HZ1047  HISTORY     - 1965     MONUMENTED       CGS
 HZ1047
 HZ1047                          STATION DESCRIPTION
 HZ1047
 HZ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1047'6 MI E FROM MADISON.
 HZ1047'6.0 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1047'MADISON, IN SECTION 35, T 4 N, R 11 E, 28 FEET SOUTH OF THE
 HZ1047'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 HZ1047'WINGWALL OF A LARGE CONCRETE CULVERT OVER BROOK HOLLOW, AND
 HZ1047'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1711 ***********************************************************************
 HZ1711  DESIGNATION -  Q 321
 HZ1711  PID         -  HZ1711
 HZ1711  STATE/COUNTY-  IN/JEFFERSON
 HZ1711  COUNTRY     -  US
 HZ1711  USGS QUAD   -  KENT (2019)
 HZ1711
 HZ1711                         *CURRENT SURVEY CONTROL
 HZ1711  ______________________________________________________________________
 HZ1711* NAD 83(1986) POSITION- 38 38 40.     (N) 085 31 30.     (W)   SCALED
 HZ1711* NAVD 88 ORTHO HEIGHT -   238.051 (meters)      781.01  (feet) ADJUSTED
 HZ1711  ______________________________________________________________________
 HZ1711  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 HZ1711  DYNAMIC HEIGHT  -        237.892 (meters)      780.48  (feet) COMP
 HZ1711  MODELED GRAVITY -    979,957.6   (mgal)                       NAVD 88
 HZ1711
 HZ1711  VERT ORDER      -  FIRST     CLASS II
 HZ1711
 HZ1711.The horizontal coordinates were scaled from a map and have
 HZ1711.an estimated accuracy of +/- 6 seconds.
 HZ1711
 HZ1711.The orthometric height was determined by differential leveling and
 HZ1711.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1711.in June 1991.
 HZ1711
 HZ1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1711.GEOID18 height accuracy estimate available here.
 HZ1711
 HZ1711.Click photographs - Photos may exist for this station.
 HZ1711
 HZ1711.The dynamic height is computed by dividing the NAVD 88
 HZ1711.geopotential number by the normal gravity value computed on the
 HZ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1711.degrees latitude (g = 980.6199 gals.).
 HZ1711
 HZ1711.The modeled gravity was interpolated from observed gravity values.
 HZ1711
 HZ1711;                    North         East    Units  Estimated Accuracy
 HZ1711;SPC IN E     -   377,040.      112,330.      MT  (+/- 180 meters Scaled)
 HZ1711
 HZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283783(NAD 83)
 HZ1711
 HZ1711                          SUPERSEDED SURVEY CONTROL
 HZ1711
 HZ1711  NGVD 29 (??/??/92)  238.209  (m)          781.52   (f) ADJ UNCH    1 2
 HZ1711
 HZ1711.Superseded values are not recommended for survey control.
 HZ1711
 HZ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1711.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1711
 HZ1711_MARKER: DB = BENCH MARK DISK
 HZ1711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1711_STAMPING: Q 321 1965
 HZ1711_MARK LOGO: CGS
 HZ1711_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1711
 HZ1711  HISTORY     - Date     Condition        Report By
 HZ1711  HISTORY     - 1965     MONUMENTED       CGS
 HZ1711
 HZ1711                          STATION DESCRIPTION
 HZ1711
 HZ1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1711'5.8 MI N FROM NEW WASHINGTON.
 HZ1711'ABOUT 5.85 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1711'SCHOOLHOUSE AT NEW WASHINGTON, OR ABOUT 3.2 MILES WEST ALONG
 HZ1711'STATE HIGHWAYS 56 AND 62 FROM THE METHODIST CHURCH AT HANOVER,
 HZ1711'THENCE 4.6 MILES SOUTH ALONG STATE HIGHWAY 62, IN SECTION 4,
 HZ1711'T 2 N, R 9 E, ABOUT 0.4 MILE SOUTH OF AN INTERSECTION OF THE HIGHWAY
 HZ1711'AND A ROAD, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2
 HZ1711'FEET NORTH OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A METAL
 HZ1711'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 HZ1711'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17
 HZ1711'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS
 HZ1711'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1629 ***********************************************************************
 HZ1629  DESIGNATION -  Q 322
 HZ1629  PID         -  HZ1629
 HZ1629  STATE/COUNTY-  IN/CLARK
 HZ1629  COUNTRY     -  US
 HZ1629  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1629
 HZ1629                         *CURRENT SURVEY CONTROL
 HZ1629  ______________________________________________________________________
 HZ1629* NAD 83(2011) POSITION- 38 17 45.34785(N) 085 41 18.24764(W)   ADJUSTED
 HZ1629* NAD 83(2011) ELLIP HT-   105.754 (meters)        (06/06/23)   ADJUSTED
 HZ1629* NAD 83(2011) EPOCH   -  2010.00
 HZ1629* NAVD 88 ORTHO HEIGHT -   139.176 (meters)      456.61  (feet) ADJUSTED
 HZ1629  ______________________________________________________________________
 HZ1629  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 HZ1629  NAD 83(2011) X  -    376,821.763 (meters)                     COMP
 HZ1629  NAD 83(2011) Y  - -4,998,037.396 (meters)                     COMP
 HZ1629  NAD 83(2011) Z  -  3,931,341.752 (meters)                     COMP
 HZ1629  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 HZ1629  DYNAMIC HEIGHT  -        139.083 (meters)      456.31  (feet) COMP
 HZ1629  MODELED GRAVITY -    979,955.4   (mgal)                       NAVD 88
 HZ1629
 HZ1629  VERT ORDER      -  FIRST     CLASS II
 HZ1629
 HZ1629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1629  Standards:
 HZ1629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1629  -------------------------------------------------------------------
 HZ1629  NETWORK    0.71   1.76           0.29   0.29   0.90     -0.15585453
 HZ1629  -------------------------------------------------------------------
 HZ1629  Click here for local accuracies and other accuracy information.
 HZ1629
 HZ1629.The horizontal coordinates were established by GPS observations
 HZ1629.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 HZ1629
 HZ1629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1629.been affixed to the stable North American tectonic plate. See 
 HZ1629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1629
 HZ1629.The horizontal coordinates are valid at the epoch date displayed above
 HZ1629.which is a decimal equivalence of Year/Month/Day.
 HZ1629
 HZ1629.The orthometric height was determined by differential leveling and
 HZ1629.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1629.in June 1991.
 HZ1629
 HZ1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1629.GEOID18 height accuracy estimate available here.
 HZ1629
 HZ1629.Click photographs - Photos may exist for this station.
 HZ1629
 HZ1629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1629
 HZ1629.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1629
 HZ1629.The ellipsoidal height was determined by GPS observations
 HZ1629.and is referenced to NAD 83.
 HZ1629
 HZ1629.The dynamic height is computed by dividing the NAVD 88
 HZ1629.geopotential number by the normal gravity value computed on the
 HZ1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1629.degrees latitude (g = 980.6199 gals.).
 HZ1629
 HZ1629.The modeled gravity was interpolated from observed gravity values.
 HZ1629
 HZ1629. The following values were computed from the NAD 83(2011) position.
 HZ1629
 HZ1629;                    North         East     Units Scale Factor Converg.
 HZ1629;SPC IN E     -   338,341.167    98,098.682   MT  0.99996671   -0 00 48.5
 HZ1629;SPC IN E     - 1,110,040.98    321,845.43   sFT  0.99996671   -0 00 48.5
 HZ1629;UTM  16      - 4,239,463.519   614,692.850   MT  0.99976200   +0 48 46.5
 HZ1629
 HZ1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1629!SPC IN E     -   0.99998341  x   0.99996671  =   0.99995012
 HZ1629!UTM  16      -   0.99998341  x   0.99976200  =   0.99974541
 HZ1629
 HZ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1469239463(NAD 83)
 HZ1629
 HZ1629                          SUPERSEDED SURVEY CONTROL
 HZ1629
 HZ1629  NAVD 88 (06/06/23)  139.2    (m)  GEOID18  model used  GPS OBS        
 HZ1629  NGVD 29 (??/??/92)  139.329  (m)          457.12   (f) ADJ UNCH    1 2
 HZ1629
 HZ1629.Superseded values are not recommended for survey control.
 HZ1629
 HZ1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1629.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1629
 HZ1629_MARKER: DB = BENCH MARK DISK
 HZ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1629_STAMPING: Q 322 1965
 HZ1629_MARK LOGO: CGS
 HZ1629_PROJECTION: PROJECTING 5 CENTIMETERS
 HZ1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1629+STABILITY: SURFACE MOTION
 HZ1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1629+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 HZ1629
 HZ1629  HISTORY     - Date     Condition        Report By
 HZ1629  HISTORY     - 1965     MONUMENTED       CGS
 HZ1629  HISTORY     - 20190915 GOOD             USPSQD
 HZ1629  HISTORY     - 20230517 GOOD             INDOT
 HZ1629
 HZ1629                          STATION DESCRIPTION
 HZ1629
 HZ1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1629'3.2 MI SW FROM UTICA.
 HZ1629'ABOUT 3.2 MILES SOUTHWEST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1629'CHURCH AT UTICA, AT THE SELLERSBURG WATER DEPARTMENT WELL, OR
 HZ1629'ABOUT 0.35 MILE SOUTHEAST ALONG SPRING STREET FROM THE MASONIC
 HZ1629'TEMPLE AT JEFFERSONVILLE, THENCE 3.4 MILES NORTHEAST ALONG MARKET
 HZ1629'STREET AND UTICA PIKE ROAD, 42 FEET SOUTHEAST OF THE CENTER LINE
 HZ1629'OF THE ROAD, 91 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF
 HZ1629'ALLISONS LANE, 7 FEET SOUTHEAST OF A CHAIN-LINK FENCE CORNER POST,
 HZ1629'24 FEET NORTHEAST OF THE NORTH CORNER OF A PUMPHOUSE, 1 1/2
 HZ1629'FEET NORTHEAST OF THE CHAIN-LINK FENCE, 1.3 FEET SOUTHEAST OF A
 HZ1629'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 HZ1629'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ1629
 HZ1629                          STATION RECOVERY (2019)
 HZ1629
 HZ1629'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1629'RECOVERED IN GOOD CONDITION.
 HZ1629
 HZ1629                          STATION RECOVERY (2023)
 HZ1629
 HZ1629'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ1629'MARK WAS RECOVERED IN GOOD CONDITION USING THE DIRECTIONS ON THE
 HZ1629'NATIONAL GEODETIC SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1589 ***********************************************************************
 HZ1589  DESIGNATION -  Q 323
 HZ1589  PID         -  HZ1589
 HZ1589  STATE/COUNTY-  IN/HARRISON
 HZ1589  COUNTRY     -  US
 HZ1589  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1589
 HZ1589                         *CURRENT SURVEY CONTROL
 HZ1589  ______________________________________________________________________
 HZ1589* NAD 83(1986) POSITION- 38 05 20.     (N) 085 54 55.     (W)   SCALED
 HZ1589* NAVD 88 ORTHO HEIGHT -   134.891 (meters)      442.55  (feet) ADJUSTED
 HZ1589  ______________________________________________________________________
 HZ1589  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 HZ1589  DYNAMIC HEIGHT  -        134.799 (meters)      442.25  (feet) COMP
 HZ1589  MODELED GRAVITY -    979,940.2   (mgal)                       NAVD 88
 HZ1589
 HZ1589  VERT ORDER      -  FIRST     CLASS II
 HZ1589
 HZ1589.The horizontal coordinates were scaled from a map and have
 HZ1589.an estimated accuracy of +/- 6 seconds.
 HZ1589
 HZ1589.The orthometric height was determined by differential leveling and
 HZ1589.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1589.in June 1991.
 HZ1589
 HZ1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1589.GEOID18 height accuracy estimate available here.
 HZ1589
 HZ1589.Click photographs - Photos may exist for this station.
 HZ1589
 HZ1589.The dynamic height is computed by dividing the NAVD 88
 HZ1589.geopotential number by the normal gravity value computed on the
 HZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1589.degrees latitude (g = 980.6199 gals.).
 HZ1589
 HZ1589.The modeled gravity was interpolated from observed gravity values.
 HZ1589
 HZ1589;                    North         East    Units  Estimated Accuracy
 HZ1589;SPC IN E     -   315,390.       78,190.      MT  (+/- 180 meters Scaled)
 HZ1589
 HZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH951162(NAD 83)
 HZ1589
 HZ1589                          SUPERSEDED SURVEY CONTROL
 HZ1589
 HZ1589  NGVD 29 (??/??/92)  135.023  (m)          442.99   (f) ADJ UNCH    1 2
 HZ1589
 HZ1589.Superseded values are not recommended for survey control.
 HZ1589
 HZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1589.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1589
 HZ1589_MARKER: DB = BENCH MARK DISK
 HZ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1589_STAMPING: Q 323 1965
 HZ1589_MARK LOGO: CGS
 HZ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1589+STABILITY: SURFACE MOTION
 HZ1589
 HZ1589  HISTORY     - Date     Condition        Report By
 HZ1589  HISTORY     - 1965     MONUMENTED       CGS
 HZ1589
 HZ1589                          STATION DESCRIPTION
 HZ1589
 HZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1589'3.8 MI N FROM ROSEWOOD.
 HZ1589'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1589'METHODIST CHURCH AT ROSEWOOD, THENCE 3.55 MILES NORTH ALONG
 HZ1589'STATE HIGHWAY 111, IN SECTION 12, T 5 S, R 5 E, 33 FEET WEST
 HZ1589'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A FENCE,
 HZ1589'1.2 FEET NORTH OF A METAL WITNESS POST ABOUT 3 FEET ABOVE THE
 HZ1589'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1589'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0479 ***********************************************************************
 JA0479  DESIGNATION -  Q 324
 JA0479  PID         -  JA0479
 JA0479  STATE/COUNTY-  IN/HARRISON
 JA0479  COUNTRY     -  US
 JA0479  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0479
 JA0479                         *CURRENT SURVEY CONTROL
 JA0479  ______________________________________________________________________
 JA0479* NAD 83(1986) POSITION- 38 06 29.     (N) 086 15 39.     (W)   SCALED
 JA0479* NAVD 88 ORTHO HEIGHT -   136.336 (meters)      447.30  (feet) ADJUSTED
 JA0479  ______________________________________________________________________
 JA0479  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 JA0479  DYNAMIC HEIGHT  -        136.240 (meters)      446.98  (feet) COMP
 JA0479  MODELED GRAVITY -    979,922.9   (mgal)                       NAVD 88
 JA0479
 JA0479  VERT ORDER      -  FIRST     CLASS II
 JA0479
 JA0479.The horizontal coordinates were scaled from a map and have
 JA0479.an estimated accuracy of +/- 6 seconds.
 JA0479
 JA0479.The orthometric height was determined by differential leveling and
 JA0479.adjusted by the NATIONAL GEODETIC SURVEY
 JA0479.in June 1991.
 JA0479
 JA0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0479.GEOID18 height accuracy estimate available here.
 JA0479
 JA0479.Click photographs - Photos may exist for this station.
 JA0479
 JA0479.The dynamic height is computed by dividing the NAVD 88
 JA0479.geopotential number by the normal gravity value computed on the
 JA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0479.degrees latitude (g = 980.6199 gals.).
 JA0479
 JA0479.The modeled gravity was interpolated from observed gravity values.
 JA0479
 JA0479;                    North         East    Units  Estimated Accuracy
 JA0479;SPC IN E     -   317,650.       47,890.      MT  (+/- 180 meters Scaled)
 JA0479
 JA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH648180(NAD 83)
 JA0479
 JA0479                          SUPERSEDED SURVEY CONTROL
 JA0479
 JA0479  NGVD 29 (??/??/92)  136.442  (m)          447.64   (f) ADJ UNCH    1 2
 JA0479
 JA0479.Superseded values are not recommended for survey control.
 JA0479
 JA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0479.See file dsdata.pdf to determine how the superseded data were derived.
 JA0479
 JA0479_MARKER: DB = BENCH MARK DISK
 JA0479_SETTING: 66 = SET IN ROCK OUTCROP
 JA0479_STAMPING: Q 324 1965
 JA0479_MARK LOGO: CGS
 JA0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0479+STABILITY: POSITION/ELEVATION WELL
 JA0479
 JA0479  HISTORY     - Date     Condition        Report By
 JA0479  HISTORY     - 1965     MONUMENTED       CGS
 JA0479
 JA0479                          STATION DESCRIPTION
 JA0479
 JA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0479'1 MI NE FROM NEW AMSTERDAM.
 JA0479'1.05 MILES NORTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 JA0479'EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN SECTION
 JA0479'1, T 5 S, R 2 E, ABOUT 0.1 MILE SOUTHWEST OF A BRIDGE OVER BLUE
 JA0479'SPRING HOLLOW, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 JA0479'SET IN THE TOP OF A ROCK LEDGE AT THE FOOT OF THE SOUTHEAST BANK
 JA0479'OF THE ROAD, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 JA0479'ROCK LEDGE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT
 JA0479'3 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1095 ***********************************************************************
 HA1095  DESIGNATION -  Q 325
 HA1095  PID         -  HA1095
 HA1095  STATE/COUNTY-  IN/POSEY
 HA1095  COUNTRY     -  US
 HA1095  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1095
 HA1095                         *CURRENT SURVEY CONTROL
 HA1095  ______________________________________________________________________
 HA1095* NAD 83(1986) POSITION- 37 56 32.     (N) 087 43 03.     (W)   SCALED
 HA1095* NAVD 88 ORTHO HEIGHT -   133.333 (meters)      437.44  (feet) ADJUSTED
 HA1095  ______________________________________________________________________
 HA1095  GEOID HEIGHT    -        -30.804 (meters)                     GEOID18
 HA1095  DYNAMIC HEIGHT  -        133.241 (meters)      437.14  (feet) COMP
 HA1095  MODELED GRAVITY -    979,934.4   (mgal)                       NAVD 88
 HA1095
 HA1095  VERT ORDER      -  FIRST     CLASS II
 HA1095
 HA1095.The horizontal coordinates were scaled from a map and have
 HA1095.an estimated accuracy of +/- 6 seconds.
 HA1095
 HA1095.The orthometric height was determined by differential leveling and
 HA1095.adjusted by the NATIONAL GEODETIC SURVEY
 HA1095.in June 1991.
 HA1095
 HA1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1095.GEOID18 height accuracy estimate available here.
 HA1095
 HA1095.Click photographs - Photos may exist for this station.
 HA1095
 HA1095.The dynamic height is computed by dividing the NAVD 88
 HA1095.geopotential number by the normal gravity value computed on the
 HA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1095.degrees latitude (g = 980.6199 gals.).
 HA1095
 HA1095.The modeled gravity was interpolated from observed gravity values.
 HA1095
 HA1095;                    North         East    Units  Estimated Accuracy
 HA1095;SPC IN W     -   299,270.      844,260.      MT  (+/- 180 meters Scaled)
 HA1095
 HA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG369996(NAD 83)
 HA1095
 HA1095                          SUPERSEDED SURVEY CONTROL
 HA1095
 HA1095  NGVD 29 (??/??/92)  133.429  (m)          437.76   (f) ADJ UNCH    1 2
 HA1095
 HA1095.Superseded values are not recommended for survey control.
 HA1095
 HA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1095.See file dsdata.pdf to determine how the superseded data were derived.
 HA1095
 HA1095_MARKER: DB = BENCH MARK DISK
 HA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1095_STAMPING: Q 325 1965
 HA1095_MARK LOGO: CGS
 HA1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1095+STABILITY: SURFACE MOTION
 HA1095
 HA1095  HISTORY     - Date     Condition        Report By
 HA1095  HISTORY     - 1965     MONUMENTED       CGS
 HA1095
 HA1095                          STATION DESCRIPTION
 HA1095
 HA1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1095'10 MI E FROM MT VERNON.
 HA1095'ABOUT 10.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY
 HA1095'COUNTY COURTHOUSE AT MT. VERNON, IN SECTION 1, T 7 S, R 12 W,
 HA1095'70 YARDS EAST OF THE JUNCTION WITH OLD STATE HIGHWAY 62, 112
 HA1095'FEET NORTHEAST OF THE CENTER LINE OF OLD STATE HIGHWAY 62, 61
 HA1095'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 62, 4.7 FEET EAST
 HA1095'OF A PIPE FENCE CORNER IN A STEEL MESH FENCE, 1 1/2 FEET NORTH
 HA1095'OF A MESH FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 HA1095'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAYS, SET IN THE TOP OF A
 HA1095'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0722 ***********************************************************************
 HA0722  DESIGNATION -  Q 326
 HA0722  PID         -  HA0722
 HA0722  STATE/COUNTY-  IN/WARRICK
 HA0722  COUNTRY     -  US
 HA0722  USGS QUAD   -  YANKEETOWN (2019)
 HA0722
 HA0722                         *CURRENT SURVEY CONTROL
 HA0722  ______________________________________________________________________
 HA0722* NAD 83(1986) POSITION- 37 55 12.69   (N) 087 18 32.36   (W)   HD_HELD1
 HA0722* NAVD 88 ORTHO HEIGHT -   123.894 (meters)      406.48  (feet) ADJUSTED
 HA0722  ______________________________________________________________________
 HA0722  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 HA0722  DYNAMIC HEIGHT  -        123.808 (meters)      406.19  (feet) COMP
 HA0722  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 HA0722
 HA0722  VERT ORDER      -  FIRST     CLASS II
 HA0722
 HA0722.The horizontal coordinates were determined by differentially corrected
 HA0722.hand held GPS observations or other comparable positioning techniques
 HA0722.and have an estimated accuracy of +/- 3 meters.
 HA0722
 HA0722.The orthometric height was determined by differential leveling and
 HA0722.adjusted by the NATIONAL GEODETIC SURVEY
 HA0722.in June 1991.
 HA0722
 HA0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0722.GEOID18 height accuracy estimate available here.
 HA0722
 HA0722.Click photographs - Photos may exist for this station.
 HA0722
 HA0722.The dynamic height is computed by dividing the NAVD 88
 HA0722.geopotential number by the normal gravity value computed on the
 HA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0722.degrees latitude (g = 980.6199 gals.).
 HA0722
 HA0722.The modeled gravity was interpolated from observed gravity values.
 HA0722
 HA0722;                    North         East    Units  Estimated Accuracy
 HA0722;SPC IN W     -   296,660.0     880,159.3     MT  (+/- 3 meters HH1 GPS) 
 HA0722
 HA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7284297005(NAD 83)
 HA0722
 HA0722                          SUPERSEDED SURVEY CONTROL
 HA0722
 HA0722  NGVD 29 (??/??/92)  123.982  (m)          406.76   (f) ADJ UNCH    1 2
 HA0722
 HA0722.Superseded values are not recommended for survey control.
 HA0722
 HA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0722.See file dsdata.pdf to determine how the superseded data were derived.
 HA0722
 HA0722_MARKER: DB = BENCH MARK DISK
 HA0722_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0722_SP_SET: BOX CULVERT HEADWALL
 HA0722_STAMPING: Q 326 1965
 HA0722_MARK LOGO: CGS
 HA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0722+STABILITY: SURFACE MOTION
 HA0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0722+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 HA0722
 HA0722  HISTORY     - Date     Condition        Report By
 HA0722  HISTORY     - 1965     MONUMENTED       CGS
 HA0722  HISTORY     - 1988     GOOD             USPSQD
 HA0722  HISTORY     - 20100323 GOOD             JCLS
 HA0722  HISTORY     - 20101006 GOOD             GEOCAC
 HA0722
 HA0722                          STATION DESCRIPTION
 HA0722
 HA0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0722'0.6 MI W FROM YANKEETOWN.
 HA0722'ABOUT 0.65 MILE WEST ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0722'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN SECTION 9, T 7 S,
 HA0722'R 8 W, ABOUT 0.4 MILE EAST OF A SPUR RAILROAD TRACK AND A PAVED
 HA0722'ROAD LEADING SOUTH TO A LARGE POWER PLANT, ABOUT 0.3 MILE EAST
 HA0722'OF THE INTERSECTION OF A GRAVELED ROAD AND A ROAD LEADING NORTH
 HA0722'TO THE BATESHILL CEMETERY, 21 1/2 FEET SOUTH OF THE CENTER LINE
 HA0722'OF THE PAVED ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH
 HA0722'CONCRETE HEAD WALL OF A LARGE BOX CULVERT, 113 FEET EAST OF POWER
 HA0722'POLE 65-375, AND ABOUT LEVEL WITH THE ROAD.
 HA0722
 HA0722                          STATION RECOVERY (1988)
 HA0722
 HA0722'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0722'RECOVERED IN GOOD CONDITION.
 HA0722
 HA0722                          STATION RECOVERY (2010)
 HA0722
 HA0722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 HA0722'RECOVERED IN GOOD CONDITION.
 HA0722
 HA0722                          STATION RECOVERY (2010)
 HA0722
 HA0722'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0722'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0497 ***********************************************************************
 JA0497  DESIGNATION -  Q 327
 JA0497  PID         -  JA0497
 JA0497  STATE/COUNTY-  IN/HARRISON
 JA0497  COUNTRY     -  US
 JA0497  USGS QUAD   -  LEAVENWORTH (2019)
 JA0497
 JA0497                         *CURRENT SURVEY CONTROL
 JA0497  ______________________________________________________________________
 JA0497* NAD 83(1986) POSITION- 38 12 02.     (N) 086 18 07.     (W)   SCALED
 JA0497* NAVD 88 ORTHO HEIGHT -   161.000 (meters)      528.21  (feet) ADJUSTED
 JA0497  ______________________________________________________________________
 JA0497  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 JA0497  DYNAMIC HEIGHT  -        160.886 (meters)      527.84  (feet) COMP
 JA0497  MODELED GRAVITY -    979,914.9   (mgal)                       NAVD 88
 JA0497
 JA0497  VERT ORDER      -  FIRST     CLASS II
 JA0497
 JA0497.The horizontal coordinates were scaled from a map and have
 JA0497.an estimated accuracy of +/- 6 seconds.
 JA0497
 JA0497.The orthometric height was determined by differential leveling and
 JA0497.adjusted by the NATIONAL GEODETIC SURVEY
 JA0497.in June 1991.
 JA0497
 JA0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0497.GEOID18 height accuracy estimate available here.
 JA0497
 JA0497.Click photographs - Photos may exist for this station.
 JA0497
 JA0497.The dynamic height is computed by dividing the NAVD 88
 JA0497.geopotential number by the normal gravity value computed on the
 JA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0497.degrees latitude (g = 980.6199 gals.).
 JA0497
 JA0497.The modeled gravity was interpolated from observed gravity values.
 JA0497
 JA0497;                    North         East    Units  Estimated Accuracy
 JA0497;SPC IN E     -   327,950.       44,360.      MT  (+/- 180 meters Scaled)
 JA0497
 JA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH611282(NAD 83)
 JA0497
 JA0497                          SUPERSEDED SURVEY CONTROL
 JA0497
 JA0497  NGVD 29 (??/??/92)  161.108  (m)          528.57   (f) ADJ UNCH    1 2
 JA0497
 JA0497.Superseded values are not recommended for survey control.
 JA0497
 JA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0497.See file dsdata.pdf to determine how the superseded data were derived.
 JA0497
 JA0497_MARKER: DB = BENCH MARK DISK
 JA0497_SETTING: 66 = SET IN ROCK OUTCROP
 JA0497_STAMPING: Q 327 1965
 JA0497_MARK LOGO: CGS
 JA0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0497+STABILITY: POSITION/ELEVATION WELL
 JA0497
 JA0497  HISTORY     - Date     Condition        Report By
 JA0497  HISTORY     - 1965     MONUMENTED       CGS
 JA0497  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0497
 JA0497                          STATION DESCRIPTION
 JA0497
 JA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0497'3 MI E FROM LEAVENWORTH.
 JA0497'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0497'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0497'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0497'HIGHWAY 460 TO A Y-JUNCTION, THENCE 0.65 MILE NORTHEAST ALONG A
 JA0497'PAVED AND GRAVELED ROAD, IN SECTION 4, T 4 S, R 2 E, ABOUT 0.45
 JA0497'MILE NORTHEAST OF THE EAST END OF THE BRIDGE OVER BLUE RIVER,
 JA0497'ON PROPERTY BELONGING TO MR. STEVE MC ADAMS, 22 FEET SOUTH OF
 JA0497'THE CENTER LINE OF THE ROAD, 93 1/2 FEET NORTH OF THE NORTHWEST
 JA0497'CORNER OF THE MC ADAMS HOUSE, 12 1/2 FEET SOUTHWEST OF A
 JA0497'TELEPHONE POLE, SET IN THE TOP OF A ROCK OUTCROP, 8 FEET SOUTH
 JA0497'OF A FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 JA0497
 JA0497                          STATION RECOVERY (2023)
 JA0497
 JA0497'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0568 ***********************************************************************
 JA0568  DESIGNATION -  Q 328
 JA0568  PID         -  JA0568
 JA0568  STATE/COUNTY-  IN/DUBOIS
 JA0568  COUNTRY     -  US
 JA0568  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0568
 JA0568                         *CURRENT SURVEY CONTROL
 JA0568  ______________________________________________________________________
 JA0568* NAD 83(1986) POSITION- 38 18 16.     (N) 086 50 48.     (W)   SCALED
 JA0568* NAVD 88 ORTHO HEIGHT -   164.303 (meters)      539.05  (feet) ADJUSTED
 JA0568  ______________________________________________________________________
 JA0568  GEOID HEIGHT    -        -32.488 (meters)                     GEOID18
 JA0568  DYNAMIC HEIGHT  -        164.192 (meters)      538.69  (feet) COMP
 JA0568  MODELED GRAVITY -    979,947.5   (mgal)                       NAVD 88
 JA0568
 JA0568  VERT ORDER      -  FIRST     CLASS II
 JA0568
 JA0568.The horizontal coordinates were scaled from a map and have
 JA0568.an estimated accuracy of +/- 6 seconds.
 JA0568
 JA0568.The orthometric height was determined by differential leveling and
 JA0568.adjusted by the NATIONAL GEODETIC SURVEY
 JA0568.in June 1991.
 JA0568
 JA0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0568.GEOID18 height accuracy estimate available here.
 JA0568
 JA0568.Click photographs - Photos may exist for this station.
 JA0568
 JA0568.The dynamic height is computed by dividing the NAVD 88
 JA0568.geopotential number by the normal gravity value computed on the
 JA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0568.degrees latitude (g = 980.6199 gals.).
 JA0568
 JA0568.The modeled gravity was interpolated from observed gravity values.
 JA0568
 JA0568;                    North         East    Units  Estimated Accuracy
 JA0568;SPC IN W     -   339,310.      920,700.      MT  (+/- 180 meters Scaled)
 JA0568
 JA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH134396(NAD 83)
 JA0568
 JA0568                          SUPERSEDED SURVEY CONTROL
 JA0568
 JA0568  NGVD 29 (??/??/92)  164.411  (m)          539.41   (f) ADJ UNCH    1 2
 JA0568
 JA0568.Superseded values are not recommended for survey control.
 JA0568
 JA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0568.See file dsdata.pdf to determine how the superseded data were derived.
 JA0568
 JA0568_MARKER: DB = BENCH MARK DISK
 JA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0568_STAMPING: Q 328 1965
 JA0568_MARK LOGO: CGS
 JA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0568+STABILITY: SURFACE MOTION
 JA0568
 JA0568  HISTORY     - Date     Condition        Report By
 JA0568  HISTORY     - 1965     MONUMENTED       CGS
 JA0568
 JA0568                          STATION DESCRIPTION
 JA0568
 JA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0568'5.8 MI E FROM HUNTINGBURG.
 JA0568'ABOUT 5.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0568'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0568'33, T 2 S, R 4 W, 29 FEET NORTHWEST OF THE NORTHWEST RAIL, 56 FEET
 JA0568'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 64, 22 1/2 FEET WEST
 JA0568'OF A TELEPHONE POLE, 2 1/2 FEET SOUTHEAST OF A CONCRETE HIGHWAY
 JA0568'RIGHT-OF-WAY MARKER, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 JA0568'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 7 FEET BELOW THE LEVEL OF
 JA0568'THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0542 ***********************************************************************
 HA0542  DESIGNATION -  Q 329
 HA0542  PID         -  HA0542
 HA0542  STATE/COUNTY-  IN/PERRY
 HA0542  COUNTRY     -  US
 HA0542  USGS QUAD   -  TELL CITY (2019)
 HA0542
 HA0542                         *CURRENT SURVEY CONTROL
 HA0542  ______________________________________________________________________
 HA0542* NAD 83(1986) POSITION- 37 59 18.     (N) 086 47 24.     (W)   SCALED
 HA0542* NAVD 88 ORTHO HEIGHT -   122.771 (meters)      402.79  (feet) ADJUSTED
 HA0542  ______________________________________________________________________
 HA0542  GEOID HEIGHT    -        -31.966 (meters)                     GEOID18
 HA0542  DYNAMIC HEIGHT  -        122.685 (meters)      402.51  (feet) COMP
 HA0542  MODELED GRAVITY -    979,928.8   (mgal)                       NAVD 88
 HA0542
 HA0542  VERT ORDER      -  FIRST     CLASS II
 HA0542
 HA0542.The horizontal coordinates were scaled from a map and have
 HA0542.an estimated accuracy of +/- 6 seconds.
 HA0542
 HA0542.The orthometric height was determined by differential leveling and
 HA0542.adjusted by the NATIONAL GEODETIC SURVEY
 HA0542.in June 1991.
 HA0542
 HA0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0542.GEOID18 height accuracy estimate available here.
 HA0542
 HA0542.Click photographs - Photos may exist for this station.
 HA0542
 HA0542.The dynamic height is computed by dividing the NAVD 88
 HA0542.geopotential number by the normal gravity value computed on the
 HA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0542.degrees latitude (g = 980.6199 gals.).
 HA0542
 HA0542.The modeled gravity was interpolated from observed gravity values.
 HA0542
 HA0542;                    North         East    Units  Estimated Accuracy
 HA0542;SPC IN W     -   304,240.      925,770.      MT  (+/- 180 meters Scaled)
 HA0542
 HA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH184045(NAD 83)
 HA0542
 HA0542                          SUPERSEDED SURVEY CONTROL
 HA0542
 HA0542  NGVD 29 (??/??/92)  122.878  (m)          403.14   (f) ADJ UNCH    1 2
 HA0542
 HA0542.Superseded values are not recommended for survey control.
 HA0542
 HA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0542.See file dsdata.pdf to determine how the superseded data were derived.
 HA0542
 HA0542_MARKER: DB = BENCH MARK DISK
 HA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0542_STAMPING: Q 329 1965
 HA0542_MARK LOGO: CGS
 HA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0542+STABILITY: SURFACE MOTION
 HA0542
 HA0542  HISTORY     - Date     Condition        Report By
 HA0542  HISTORY     - 1965     MONUMENTED       CGS
 HA0542
 HA0542                          STATION DESCRIPTION
 HA0542
 HA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0542'1.1 MI SE FROM TROY.
 HA0542'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS
 HA0542'CATHOLIC CHURCH AT TROY, OR 1.0 MILE NORTH ALONG MAIN STREET FROM
 HA0542'THE POST OFFICE AT TELL CITY, THENCE 2.15 MILES NORTH ALONG STATE
 HA0542'HIGHWAY 66, IN SECTION 18.  T 6 S, R 3 W, 33 FEET NORTHEAST OF THE
 HA0542'CENTER LINE OF THE HIGHWAY, 0.25 MILE SOUTHEAST OF THE JUNCTION
 HA0542'OF THE HIGHWAY AND AN ASPHALT ROAD, 100 FEET NORTH AND CROSS THE
 HA0542'HIGHWAY FROM TELEPHONE POLE NUMBER 210, ABOUT 6 1/2 FEET ABOVE
 HA0542'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0901 ***********************************************************************
 KA0901  DESIGNATION -  Q 33
 KA0901  PID         -  KA0901
 KA0901  STATE/COUNTY-  IN/PARKE
 KA0901  COUNTRY     -  US
 KA0901  USGS QUAD   -  CATLIN (2019)
 KA0901
 KA0901                         *CURRENT SURVEY CONTROL
 KA0901  ______________________________________________________________________
 KA0901* NAD 83(1986) POSITION- 39 41 06.     (N) 087 14 09.     (W)   SCALED
 KA0901* NAVD 88 ORTHO HEIGHT -   162.124 (meters)      531.90  (feet) ADJUSTED
 KA0901  ______________________________________________________________________
 KA0901  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 KA0901  DYNAMIC HEIGHT  -        162.032 (meters)      531.60  (feet) COMP
 KA0901  MODELED GRAVITY -    980,054.6   (mgal)                       NAVD 88
 KA0901
 KA0901  VERT ORDER      -  SECOND    CLASS 0
 KA0901
 KA0901.The horizontal coordinates were scaled from a map and have
 KA0901.an estimated accuracy of +/- 6 seconds.
 KA0901
 KA0901.The orthometric height was determined by differential leveling and
 KA0901.adjusted by the NATIONAL GEODETIC SURVEY
 KA0901.in June 1991.
 KA0901
 KA0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0901.GEOID18 height accuracy estimate available here.
 KA0901
 KA0901.Click photographs - Photos may exist for this station.
 KA0901
 KA0901.The dynamic height is computed by dividing the NAVD 88
 KA0901.geopotential number by the normal gravity value computed on the
 KA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0901.degrees latitude (g = 980.6199 gals.).
 KA0901
 KA0901.The modeled gravity was interpolated from observed gravity values.
 KA0901
 KA0901;                    North         East    Units  Estimated Accuracy
 KA0901;SPC IN W     -   492,560.      886,920.      MT  (+/- 180 meters Scaled)
 KA0901
 KA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ797928(NAD 83)
 KA0901
 KA0901                          SUPERSEDED SURVEY CONTROL
 KA0901
 KA0901  NGVD 29 (??/??/92)  162.22   (m)          532.2    (f) COMPUTED    2 0
 KA0901
 KA0901.Superseded values are not recommended for survey control.
 KA0901
 KA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0901.See file dsdata.pdf to determine how the superseded data were derived.
 KA0901
 KA0901_MARKER: DB = BENCH MARK DISK
 KA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0901_STAMPING: Q 33 1934
 KA0901_MARK LOGO: CGS
 KA0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0901+STABILITY: SURFACE MOTION
 KA0901
 KA0901  HISTORY     - Date     Condition        Report By
 KA0901  HISTORY     - 1934     MONUMENTED       CGS
 KA0901  HISTORY     - 1935     GOOD             CGS
 KA0901
 KA0901                          STATION DESCRIPTION
 KA0901
 KA0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0901'5.7 MI S FROM ROCKVILLE.
 KA0901'5.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0901'AT ROCKVILLE, PARKE COUNTY, 0.6 MILE SOUTH OF THE STATION AT
 KA0901'CATLIN, 0.2 MILE NORTH OF MILEPOST 17, 40 YARDS EAST OF THE EAST
 KA0901'END OF A GRAVEL-ROAD CROSSING, 10 YARDS EAST OF THE EAST RAIL,
 KA0901'AND 7 YARDS SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD.  A
 KA0901'STANDARD DISK, STAMPED Q 33 1934 AND SET IN THE TOP OF A CONCRETE
 KA0901'POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0497 ***********************************************************************
 HA0497  DESIGNATION -  Q 330
 HA0497  PID         -  HA0497
 HA0497  STATE/COUNTY-  IN/PERRY
 HA0497  COUNTRY     -  US
 HA0497  USGS QUAD   -  ROME (2019)
 HA0497
 HA0497                         *CURRENT SURVEY CONTROL
 HA0497  ______________________________________________________________________
 HA0497* NAD 83(1986) POSITION- 37 57 12.     (N) 086 31 36.     (W)   SCALED
 HA0497* NAVD 88 ORTHO HEIGHT -   153.990 (meters)      505.22  (feet) ADJUSTED
 HA0497  ______________________________________________________________________
 HA0497  GEOID HEIGHT    -        -32.459 (meters)                     GEOID18
 HA0497  DYNAMIC HEIGHT  -        153.879 (meters)      504.85  (feet) COMP
 HA0497  MODELED GRAVITY -    979,909.0   (mgal)                       NAVD 88
 HA0497
 HA0497  VERT ORDER      -  FIRST     CLASS II
 HA0497
 HA0497.The horizontal coordinates were scaled from a map and have
 HA0497.an estimated accuracy of +/- 6 seconds.
 HA0497
 HA0497.The orthometric height was determined by differential leveling and
 HA0497.adjusted by the NATIONAL GEODETIC SURVEY
 HA0497.in June 1991.
 HA0497
 HA0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0497.GEOID18 height accuracy estimate available here.
 HA0497
 HA0497.Click photographs - Photos may exist for this station.
 HA0497
 HA0497.The dynamic height is computed by dividing the NAVD 88
 HA0497.geopotential number by the normal gravity value computed on the
 HA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0497.degrees latitude (g = 980.6199 gals.).
 HA0497
 HA0497.The modeled gravity was interpolated from observed gravity values.
 HA0497
 HA0497;                    North         East    Units  Estimated Accuracy
 HA0497;SPC IN W     -   300,460.      948,920.      MT  (+/- 180 meters Scaled)
 HA0497
 HA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH415007(NAD 83)
 HA0497
 HA0497                          SUPERSEDED SURVEY CONTROL
 HA0497
 HA0497  NGVD 29 (??/??/92)  154.093  (m)          505.55   (f) ADJ UNCH    1 2
 HA0497
 HA0497.Superseded values are not recommended for survey control.
 HA0497
 HA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0497.See file dsdata.pdf to determine how the superseded data were derived.
 HA0497
 HA0497_MARKER: DB = BENCH MARK DISK
 HA0497_SETTING: 66 = SET IN ROCK OUTCROP
 HA0497_STAMPING: Q 330 1965
 HA0497_MARK LOGO: CGS
 HA0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0497+STABILITY: POSITION/ELEVATION WELL
 HA0497
 HA0497  HISTORY     - Date     Condition        Report By
 HA0497  HISTORY     - 1965     MONUMENTED       CGS
 HA0497  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 HA0497
 HA0497                          STATION DESCRIPTION
 HA0497
 HA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0497'2.8 MI N FROM ROME.
 HA0497'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0497'AT ROME, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 66, IN
 HA0497'SECTION 33, T 6 S, R 1 W, 23 FEET WEST OF THE CENTER LINE OF THE
 HA0497'HIGHWAY, SET IN THE TOP OF THE EAST EDGE OF A ROCK LEDGE, 0.3
 HA0497'MILE SOUTH OF THE CHARLES AND EDITH BOYLE RESIDENCE, 0.1 MILE
 HA0497'NORTH AND BELOW THE CREST OF A HILL, 19 FEET EAST OF A POWER
 HA0497'POLE BEARING A WITNESS SHIELD, ABOUT 1 FOOT ABOVE THE LEVEL OF
 HA0497'THE HIGHWAY.
 HA0497
 HA0497                          STATION RECOVERY (2023)
 HA0497
 HA0497'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1013 ***********************************************************************
 JA1013  DESIGNATION -  Q 331
 JA1013  PID         -  JA1013
 JA1013  STATE/COUNTY-  IN/GIBSON
 JA1013  COUNTRY     -  US
 JA1013  USGS QUAD   -  OAKLAND CITY (2019)
 JA1013
 JA1013                         *CURRENT SURVEY CONTROL
 JA1013  ______________________________________________________________________
 JA1013* NAD 83(1986) POSITION- 38 20 22.9    (N) 087 19 49.1    (W)   HD_HELD2
 JA1013* NAVD 88 ORTHO HEIGHT -   129.930 (meters)      426.28  (feet) ADJUSTED
 JA1013  ______________________________________________________________________
 JA1013  GEOID HEIGHT    -        -31.786 (meters)                     GEOID18
 JA1013  DYNAMIC HEIGHT  -        129.845 (meters)      426.00  (feet) COMP
 JA1013  MODELED GRAVITY -    979,967.4   (mgal)                       NAVD 88
 JA1013
 JA1013  VERT ORDER      -  FIRST     CLASS II
 JA1013
 JA1013.The horizontal coordinates were established by autonomous hand held GPS
 JA1013.observations and have an estimated accuracy of +/- 10 meters.
 JA1013
 JA1013.The orthometric height was determined by differential leveling and
 JA1013.adjusted by the NATIONAL GEODETIC SURVEY
 JA1013.in June 1991.
 JA1013
 JA1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1013.GEOID18 height accuracy estimate available here.
 JA1013
 JA1013.Click photographs - Photos may exist for this station.
 JA1013
 JA1013.The dynamic height is computed by dividing the NAVD 88
 JA1013.geopotential number by the normal gravity value computed on the
 JA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1013.degrees latitude (g = 980.6199 gals.).
 JA1013
 JA1013.The modeled gravity was interpolated from observed gravity values.
 JA1013
 JA1013;                    North         East    Units  Estimated Accuracy
 JA1013;SPC IN W     -   343,228.      878,409.      MT  (+/- 10 meters HH2 GPS)
 JA1013
 JA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7113443557(NAD 83)
 JA1013
 JA1013                          SUPERSEDED SURVEY CONTROL
 JA1013
 JA1013  NGVD 29 (??/??/92)  130.054  (m)          426.69   (f) ADJ UNCH    1 2
 JA1013
 JA1013.Superseded values are not recommended for survey control.
 JA1013
 JA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1013.See file dsdata.pdf to determine how the superseded data were derived.
 JA1013
 JA1013_MARKER: DB = BENCH MARK DISK
 JA1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1013_STAMPING: Q 331 1965
 JA1013_MARK LOGO: CGS
 JA1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1013+STABILITY: SURFACE MOTION
 JA1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1013+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2013
 JA1013
 JA1013  HISTORY     - Date     Condition        Report By
 JA1013  HISTORY     - 1965     MONUMENTED       CGS
 JA1013  HISTORY     - 20121223 GOOD             GEOCAC
 JA1013  HISTORY     - 20131228 GOOD             GEOCAC
 JA1013
 JA1013                          STATION DESCRIPTION
 JA1013
 JA1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1013'0.8 MI E FROM OAKLAND CITY.
 JA1013'ABOUT 0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1013'AT OAKLAND CITY, IN SECTION 17, T 2 S, R 8 W, 5 1/2 POLES EAST
 JA1013'OF MILEPOST 176, 55 FEET NORTH-NORTHEAST OF THE CENTER OF A
 JA1013'CROSSING OF THE RAILROAD AND GRAVELED ROAD NUMBER 1250E, 47 FEET
 JA1013'NORTH OF THE NORTH RAIL, 22 FEET EAST OF THE CENTER LINE OF THE
 JA1013'GRAVELED ROAD, 10 FEET NORTH OF A POWER POLE, 2 FEET WEST OF A
 JA1013'FENCE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 JA1013'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA1013'POST PROJECTING 5 INCHES.
 JA1013
 JA1013                          STATION RECOVERY (2012)
 JA1013
 JA1013'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1013'ABOUT 450 FT NORTH OF THE INTERSECTION OF SR 64 AND CO RD 1275E, 22 FT
 JA1013'EAST OF THE COUNTY ROAD, 10 FT NORTH OF A WOOD UTILITY POLE, 1 FT
 JA1013'NORTH OF A CARSONITE WITNESS POST, AND SET IN THE TOP OF A 12 INCH
 JA1013'ROUND CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 JA1013
 JA1013                          STATION RECOVERY (2013)
 JA1013
 JA1013'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1013'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0639 ***********************************************************************
 MD0639  DESIGNATION -  Q 332
 MD0639  PID         -  MD0639
 MD0639  STATE/COUNTY-  IN/ALLEN
 MD0639  COUNTRY     -  US
 MD0639  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0639
 MD0639                         *CURRENT SURVEY CONTROL
 MD0639  ______________________________________________________________________
 MD0639* NAD 83(1986) POSITION- 41 04 39.     (N) 085 08 59.     (W)   SCALED
 MD0639* NAVD 88 ORTHO HEIGHT -   234.083 (meters)      767.99  (feet) ADJUSTED
 MD0639  ______________________________________________________________________
 MD0639  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 MD0639  DYNAMIC HEIGHT  -        233.991 (meters)      767.69  (feet) COMP
 MD0639  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 MD0639
 MD0639  VERT ORDER      -  FIRST     CLASS I
 MD0639
 MD0639.The horizontal coordinates were scaled from a map and have
 MD0639.an estimated accuracy of +/- 6 seconds.
 MD0639
 MD0639.The orthometric height was determined by differential leveling and
 MD0639.adjusted by the NATIONAL GEODETIC SURVEY
 MD0639.in April 1995.
 MD0639
 MD0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0639.GEOID18 height accuracy estimate available here.
 MD0639
 MD0639.Click photographs - Photos may exist for this station.
 MD0639
 MD0639.The dynamic height is computed by dividing the NAVD 88
 MD0639.geopotential number by the normal gravity value computed on the
 MD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0639.degrees latitude (g = 980.6199 gals.).
 MD0639
 MD0639.The modeled gravity was interpolated from observed gravity values.
 MD0639
 MD0639;                    North         East    Units  Estimated Accuracy
 MD0639;SPC IN E     -   647,290.      143,440.      MT  (+/- 180 meters Scaled)
 MD0639
 MD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554490(NAD 83)
 MD0639
 MD0639                          SUPERSEDED SURVEY CONTROL
 MD0639
 MD0639  NAVD 88 (06/15/91)  234.093  (m)          768.02   (f) SUPERSEDED  1 1
 MD0639  NGVD 29 (01/19/93)  234.253  (m)          768.55   (f) ADJUSTED    1 1
 MD0639  NGVD 29 (??/??/92)  234.253  (m)          768.55   (f) SUPERSEDED  1 1
 MD0639
 MD0639.Superseded values are not recommended for survey control.
 MD0639
 MD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0639.See file dsdata.pdf to determine how the superseded data were derived.
 MD0639
 MD0639_MARKER: DB = BENCH MARK DISK
 MD0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD0639+WITH SETTING: INFORMATION.
 MD0639_STAMPING: Q 332 1968
 MD0639_MARK LOGO: CGS
 MD0639_PROJECTION: RECESSED 3 CENTIMETERS
 MD0639_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0639+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0639_ROD/PIPE-DEPTH: 2.2 meters
 MD0639
 MD0639  HISTORY     - Date     Condition        Report By
 MD0639  HISTORY     - 1968     MONUMENTED       CGS
 MD0639  HISTORY     - 19921010 GOOD             NGS
 MD0639
 MD0639                          STATION DESCRIPTION
 MD0639
 MD0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0639'AT FORT WAYNE.
 MD0639'AT FORT WAYNE, ABOUT 0.55 MILE WEST ALONG WEST BERRY STREET FROM
 MD0639'THE COURTHOUSE, AT THE INTERSECTION OF WEST BERRY STREET AND VAN
 MD0639'BUREN STREET, 89.7 FEET SOUTH OF THE SOUTH CURB OF WEST BERRY
 MD0639'STREET, 40.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ST
 MD0639'JOSEPH NURSES HOME, 12.4 FEET WEST OF THE WEST EDGE OF A SIDEWALK,
 MD0639'2 FEET NORTH OF A POWER LINE POLE, 1.2 FEET EAST OF THE EAST
 MD0639'CURB OF VAN BUREN STREET, 67.5 FEET SOUTHWEST OF BENCH MARK D 202
 MD0639'DESCRIBED, 1 FOOT ABOVE THE LEVEL OF VAN BUREN STREET AND IS A
 MD0639'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 MD0639'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH IS FLUSH WITH
 MD0639'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 7 FEET.
 MD0639
 MD0639                          STATION RECOVERY (1992)
 MD0639
 MD0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0639'IN FORT WAYNE, AT THE INTERSECTION OF WEST BERRY AND VAN BUREN
 MD0639'STREETS, 32.5 M (106.6 FT) SOUTH OF THE EXTENDED CENTER OF BERRY
 MD0639'STREET, 15.0 M (49.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 12.3 M
 MD0639'(40.4 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE ST. JOSEPH NURSES
 MD0639'HOME, 8.5 M (27.9 FT) WEST OF THE WEST FACE OF THE BUILDING, 4.6 M
 MD0639'(15.1 FT) EAST OF THE CENTERLINE OF VAN BUREN STREET, 3.8 M (12.5 FT)
 MD0639'WEST OF THE WEST EDGE OF A SIDEWALK, 0.2 M (0.7 FT) ABOVE THE LEVEL
 MD0639'OF THE STREET, AND 0.2 M (0.7 FT) EAST OF THE EAST CURB OF VAN BUREN
 MD0639'STREET.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS
 MD0639'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0658 ***********************************************************************
 MD0658  DESIGNATION -  Q 333
 MD0658  PID         -  MD0658
 MD0658  STATE/COUNTY-  IN/ALLEN
 MD0658  COUNTRY     -  US
 MD0658  USGS QUAD   -  ARCOLA (2019)
 MD0658
 MD0658                         *CURRENT SURVEY CONTROL
 MD0658  ______________________________________________________________________
 MD0658* NAD 83(1986) POSITION- 41 06 47.     (N) 085 20 15.     (W)   SCALED
 MD0658* NAVD 88 ORTHO HEIGHT -   256.588 (meters)      841.82  (feet) ADJUSTED
 MD0658  ______________________________________________________________________
 MD0658  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 MD0658  DYNAMIC HEIGHT  -        256.488 (meters)      841.49  (feet) COMP
 MD0658  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 MD0658
 MD0658  VERT ORDER      -  FIRST     CLASS I
 MD0658
 MD0658.The horizontal coordinates were scaled from a map and have
 MD0658.an estimated accuracy of +/- 6 seconds.
 MD0658
 MD0658.The orthometric height was determined by differential leveling and
 MD0658.adjusted by the NATIONAL GEODETIC SURVEY
 MD0658.in April 1995.
 MD0658
 MD0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0658.GEOID18 height accuracy estimate available here.
 MD0658
 MD0658.Click photographs - Photos may exist for this station.
 MD0658
 MD0658.The dynamic height is computed by dividing the NAVD 88
 MD0658.geopotential number by the normal gravity value computed on the
 MD0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0658.degrees latitude (g = 980.6199 gals.).
 MD0658
 MD0658.The modeled gravity was interpolated from observed gravity values.
 MD0658
 MD0658;                    North         East    Units  Estimated Accuracy
 MD0658;SPC IN E     -   651,170.      127,650.      MT  (+/- 180 meters Scaled)
 MD0658
 MD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395526(NAD 83)
 MD0658
 MD0658                          SUPERSEDED SURVEY CONTROL
 MD0658
 MD0658  NAVD 88 (06/15/91)  256.667  (m)          842.08   (f) SUPERSEDED  1 1
 MD0658  NGVD 29 (01/19/93)  256.743  (m)          842.33   (f) ADJUSTED    1 1
 MD0658  NGVD 29 (??/??/92)  256.825  (m)          842.60   (f) SUPERSEDED  1 1
 MD0658
 MD0658.Superseded values are not recommended for survey control.
 MD0658
 MD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0658.See file dsdata.pdf to determine how the superseded data were derived.
 MD0658
 MD0658_MARKER: DB = BENCH MARK DISK
 MD0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0658_STAMPING: Q 333 1968
 MD0658_MARK LOGO: CGS
 MD0658_PROJECTION: RECESSED 6 CENTIMETERS
 MD0658_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0658+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0658_ROD/PIPE-DEPTH: 7.4 meters
 MD0658
 MD0658  HISTORY     - Date     Condition        Report By
 MD0658  HISTORY     - 1968     MONUMENTED       CGS
 MD0658  HISTORY     - 19921009 GOOD             NGS
 MD0658
 MD0658                          STATION DESCRIPTION
 MD0658
 MD0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0658'2.2 MI NW FROM ARCOLA.
 MD0658'ABOUT 2.2 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0658'THE CROSSING OF ARCOLA ROAD AT ARCOLA, IN SECTION 30, R 11, T
 MD0658'31 N, ABOUT 3.2 MILES SOUTHEAST OF THE SAMONSON STREET OVERPASS
 MD0658'AT COESSE, ABOUT 0.5 MILE SOUTHEAST OF MILEPOST 331, 39 1/2 FEET
 MD0658'SOUTHEAST OF THE CENTER OF THE CROSSING OF COUNTY LINE ROAD AND
 MD0658'THE EASTBOUND TRACK, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MD0658'THE EASTBOUND TRACK, 1.2 FEET SOUTHWEST OF A COUNTY LINE MARKER,
 MD0658'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 MD0658'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL
 MD0658'OF THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS
 MD0658'1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 MD0658'REFUSAL AT A DEPTH OF 24.2 FEET.
 MD0658
 MD0658                          STATION RECOVERY (1992)
 MD0658
 MD0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0658'3.4 KM (2.10 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0658'JUNCTION OF ARCOLA ROAD IN ARCOLA, 9.5 M (31.2 FT) EAST-SOUTHEAST OF
 MD0658'THE CENTERLINE OF COUNTY LINE ROAD, 3.7 M (12.1 FT) SOUTHWEST OF THE
 MD0658'NEAR RAIL, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, AND 0.25 M
 MD0658'(0.82 FT) SOUTH OF A ALLEN-WHITLEY COUNTY LINE MARKER.  NOTE--THE
 MD0658'DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.03 M (0.10 FT)
 MD0658'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0257 ***********************************************************************
 ME0257  DESIGNATION -  Q 334
 ME0257  PID         -  ME0257
 ME0257  STATE/COUNTY-  IN/MARSHALL
 ME0257  COUNTRY     -  US
 ME0257  USGS QUAD   -  PLYMOUTH (2019)
 ME0257
 ME0257                         *CURRENT SURVEY CONTROL
 ME0257  ______________________________________________________________________
 ME0257* NAD 83(1986) POSITION- 41 19 39.     (N) 086 15 01.     (W)   SCALED
 ME0257* NAVD 88 ORTHO HEIGHT -   254.443 (meters)      834.79  (feet) ADJUSTED
 ME0257  ______________________________________________________________________
 ME0257  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME0257  DYNAMIC HEIGHT  -        254.336 (meters)      834.43  (feet) COMP
 ME0257  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 ME0257
 ME0257  VERT ORDER      -  FIRST     CLASS I
 ME0257
 ME0257.The horizontal coordinates were scaled from a map and have
 ME0257.an estimated accuracy of +/- 6 seconds.
 ME0257
 ME0257.The orthometric height was determined by differential leveling and
 ME0257.adjusted by the NATIONAL GEODETIC SURVEY
 ME0257.in June 1991.
 ME0257
 ME0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0257.GEOID18 height accuracy estimate available here.
 ME0257
 ME0257.Click photographs - Photos may exist for this station.
 ME0257
 ME0257.The dynamic height is computed by dividing the NAVD 88
 ME0257.geopotential number by the normal gravity value computed on the
 ME0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0257.degrees latitude (g = 980.6199 gals.).
 ME0257
 ME0257.The modeled gravity was interpolated from observed gravity values.
 ME0257
 ME0257;                    North         East    Units  Estimated Accuracy
 ME0257;SPC IN E     -   675,090.       51,140.      MT  (+/- 180 meters Scaled)
 ME0257
 ME0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL627753(NAD 83)
 ME0257
 ME0257                          SUPERSEDED SURVEY CONTROL
 ME0257
 ME0257  NGVD 29 (01/19/93)  254.565  (m)          835.19   (f) ADJUSTED    1 1
 ME0257  NGVD 29 (??/??/92)  254.565  (m)          835.19   (f) SUPERSEDED  1 1
 ME0257
 ME0257.Superseded values are not recommended for survey control.
 ME0257
 ME0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0257.See file dsdata.pdf to determine how the superseded data were derived.
 ME0257
 ME0257_MARKER: DB = BENCH MARK DISK
 ME0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0257_STAMPING: Q 334 1968
 ME0257_MARK LOGO: CGS
 ME0257_PROJECTION: PROJECTING 2 CENTIMETERS
 ME0257_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0257+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0257_ROD/PIPE-DEPTH: 19.5 meters
 ME0257
 ME0257  HISTORY     - Date     Condition        Report By
 ME0257  HISTORY     - 1968     MONUMENTED       CGS
 ME0257  HISTORY     - 1984     GOOD             USPSQD
 ME0257  HISTORY     - 1990     GOOD             USPSQD
 ME0257  HISTORY     - 19920909 GOOD             NGS
 ME0257
 ME0257                          STATION DESCRIPTION
 ME0257
 ME0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0257'3.8 MI E FROM PLYMOUTH.
 ME0257'ABOUT 3.8 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0257'STATION AT PLYMOUTH, ABOUT 2.6 MILES WEST OF THE CROSSING OF
 ME0257'HAWTHORN ROAD AT INWOOD, IN SECTION 12, R 2 E, T 33 N, ABOUT
 ME0257'0.4 MILE WEST OF MILEPOST 380, AT A FARM ROAD CROSSING, 136
 ME0257'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF BUSINESS ROUTE
 ME0257'U.S. HIGHWAY 30 AND A DRIVEWAY LEADING NORTH TO A ONE-STORY WHITE
 ME0257'FARM HOUSE, 64 FEET NORTHWEST OF THE CENTER OF THE FARM ROAD
 ME0257'CROSSING THE WESTBOUND TRACK, 36.9 FEET NORTH OF THE NORTH RAIL
 ME0257'OF THE WESTBOUND TRACK, 39 1/2 FEET SOUTH OF THE CENTER LINE OF
 ME0257'THE HIGHWAY, 0.7 FOOT NORTHEAST OF A METAL WITNESS POST, 2 FEET
 ME0257'ABOVE THE LEVEL OF THE HIGHWAY, 4 FEET BELOW THE LEVEL OF THE
 ME0257'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 ME0257'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 ME0257'BY A 6 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL
 ME0257'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 ME0257
 ME0257                          STATION RECOVERY (1984)
 ME0257
 ME0257'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0257'ADDITIONAL INFORMATION: TWO FEET SOUTH OF TELEPHONE BURRIED CABLE
 ME0257'WITNESS POST. BM WITNESS POST WAS KNOCKED DOWN, RESET.
 ME0257
 ME0257                          STATION RECOVERY (1990)
 ME0257
 ME0257'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0257'RECOVERED IN GOOD CONDITION.
 ME0257
 ME0257                          STATION RECOVERY (1992)
 ME0257
 ME0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0257'4.9 KM (3.05 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0257'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 32.0 M
 ME0257'(105.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 788-273, 16.9 M
 ME0257'(55.4 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 15.3 M (50.2 FT)
 ME0257'NORTHEAST OF THE NEAR RAIL, 12.0 M (39.4 FT) SOUTHWEST OF THE
 ME0257'CENTERLINE OF OLD HIGHWAY 30, AND 0.3 M (1.0 FT) NORTHEAST OF A
 ME0257'WITNESS POST. NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS
 ME0257'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1006 ***********************************************************************
 ME1006  DESIGNATION -  Q 335
 ME1006  PID         -  ME1006
 ME1006  STATE/COUNTY-  IN/LAKE
 ME1006  COUNTRY     -  US
 ME1006  USGS QUAD   -  GARY (2019)
 ME1006
 ME1006                         *CURRENT SURVEY CONTROL
 ME1006  ______________________________________________________________________
 ME1006* NAD 83(1986) POSITION- 41 36 05.     (N) 087 22 26.     (W)   SCALED
 ME1006* NAVD 88 ORTHO HEIGHT -   181.394 (meters)      595.12  (feet) ADJUSTED
 ME1006  ______________________________________________________________________
 ME1006  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 ME1006  DYNAMIC HEIGHT  -        181.327 (meters)      594.90  (feet) COMP
 ME1006  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 ME1006
 ME1006  VERT ORDER      -  FIRST     CLASS I
 ME1006
 ME1006.The horizontal coordinates were scaled from a map and have
 ME1006.an estimated accuracy of +/- 6 seconds.
 ME1006
 ME1006.The orthometric height was determined by differential leveling and
 ME1006.adjusted by the NATIONAL GEODETIC SURVEY
 ME1006.in April 1995.
 ME1006
 ME1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1006.GEOID18 height accuracy estimate available here.
 ME1006
 ME1006.Click photographs - Photos may exist for this station.
 ME1006
 ME1006.The dynamic height is computed by dividing the NAVD 88
 ME1006.geopotential number by the normal gravity value computed on the
 ME1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1006.degrees latitude (g = 980.6199 gals.).
 ME1006
 ME1006.The modeled gravity was interpolated from observed gravity values.
 ME1006
 ME1006;                    North         East    Units  Estimated Accuracy
 ME1006;SPC IN W     -   705,390.      875,780.      MT  (+/- 180 meters Scaled)
 ME1006
 ME1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM688055(NAD 83)
 ME1006
 ME1006                          SUPERSEDED SURVEY CONTROL
 ME1006
 ME1006  NAVD 88 (06/15/91)  181.389  (m)          595.11   (f) SUPERSEDED  1 1
 ME1006  NGVD 29 (01/19/93)  181.494  (m)          595.45   (f) ADJUSTED    1 1
 ME1006  NGVD 29 (??/??/92)  181.494  (m)          595.45   (f) SUPERSEDED  1 1
 ME1006
 ME1006.Superseded values are not recommended for survey control.
 ME1006
 ME1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1006.See file dsdata.pdf to determine how the superseded data were derived.
 ME1006
 ME1006_MARKER: DB = BENCH MARK DISK
 ME1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1006_STAMPING: Q 335 1968
 ME1006_MARK LOGO: CGS
 ME1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1006+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 ME1006
 ME1006  HISTORY     - Date     Condition        Report By
 ME1006  HISTORY     - 1968     MONUMENTED       CGS
 ME1006  HISTORY     - 1985     GOOD             NGS
 ME1006  HISTORY     - 19920807 GOOD             NGS
 ME1006
 ME1006                          STATION DESCRIPTION
 ME1006
 ME1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1006'AT GARY.
 ME1006'AT GARY, ABOUT 0.1 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 ME1006'FROM THE STATION, 130 FEET SOUTH OF THE CENTER OF THE CROSSING
 ME1006'OF THE EASTBOUND LANE OF EAST 5 TH AVENUE AND THE EASTBOUND
 ME1006'TRACK, IN SECTION 5, R 8 W, T 36 N, 41.5 FEET SOUTHWEST OF THE
 ME1006'SOUTHWEST RAIL OF THE EASTBOUND TRACK, 59.3 FEET SOUTHEAST OF
 ME1006'THE SOUTH CORNER OF A SIGNAL CONTROL BOX, 2 1/2 FEET NORTHWEST
 ME1006'OF A TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 0.6 FOOT
 ME1006'NORTHEAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF
 ME1006'THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 ME1006'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 ME1006'BY A 6 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL
 ME1006'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 ME1006'25 1/2 FEET.
 ME1006
 ME1006                          STATION RECOVERY (1985)
 ME1006
 ME1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1006'RECOVERED IN GOOD CONDITION.
 ME1006
 ME1006                          STATION RECOVERY (1992)
 ME1006
 ME1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1006'IN GARY, AT THE INTERSECTION OF EAST 5TH AVENUE AND THE CONRAIL
 ME1006'RAILROAD, 38.2 M (125.3 FT) SOUTH OF THE AVENUE CENTER, 17.1 M
 ME1006'(56.1 FT) SOUTHEAST OF THE SOUTH CORNER OF A CONTROL BOX, 12.6 M
 ME1006'(41.3 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) NORTHWEST OF
 ME1006'A UTILITY POLE.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 ME1006'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0969 ***********************************************************************
 ME0969  DESIGNATION -  Q 336
 ME0969  PID         -  ME0969
 ME0969  STATE/COUNTY-  IN/LAKE
 ME0969  COUNTRY     -  US
 ME0969  USGS QUAD   -  PORTAGE (2019)
 ME0969
 ME0969                         *CURRENT SURVEY CONTROL
 ME0969  ______________________________________________________________________
 ME0969* NAD 83(1986) POSITION- 41 31 37.34   (N) 087 13 31.35   (W)   HD_HELD1
 ME0969* NAVD 88 ORTHO HEIGHT -   190.686 (meters)      625.61  (feet) ADJUSTED
 ME0969  ______________________________________________________________________
 ME0969  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 ME0969  DYNAMIC HEIGHT  -        190.613 (meters)      625.37  (feet) COMP
 ME0969  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 ME0969
 ME0969  VERT ORDER      -  FIRST     CLASS I
 ME0969
 ME0969.The horizontal coordinates were determined by differentially corrected
 ME0969.hand held GPS observations or other comparable positioning techniques
 ME0969.and have an estimated accuracy of +/- 3 meters.
 ME0969
 ME0969.The orthometric height was determined by differential leveling and
 ME0969.adjusted by the NATIONAL GEODETIC SURVEY
 ME0969.in April 1995.
 ME0969
 ME0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0969.GEOID18 height accuracy estimate available here.
 ME0969
 ME0969.Click photographs - Photos may exist for this station.
 ME0969
 ME0969.The dynamic height is computed by dividing the NAVD 88
 ME0969.geopotential number by the normal gravity value computed on the
 ME0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0969.degrees latitude (g = 980.6199 gals.).
 ME0969
 ME0969.The modeled gravity was interpolated from observed gravity values.
 ME0969
 ME0969;                    North         East    Units  Estimated Accuracy
 ME0969;SPC IN W     -   697,098.4     888,145.4     MT  (+/- 3 meters HH1 GPS) 
 ME0969
 ME0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8119797290(NAD 83)
 ME0969
 ME0969                          SUPERSEDED SURVEY CONTROL
 ME0969
 ME0969  NAVD 88 (06/15/91)  190.694  (m)          625.64   (f) SUPERSEDED  1 1
 ME0969  NGVD 29 (01/19/93)  190.783  (m)          625.93   (f) ADJUSTED    1 1
 ME0969  NGVD 29 (??/??/92)  190.783  (m)          625.93   (f) SUPERSEDED  1 1
 ME0969
 ME0969.Superseded values are not recommended for survey control.
 ME0969
 ME0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0969.See file dsdata.pdf to determine how the superseded data were derived.
 ME0969
 ME0969_MARKER: DB = BENCH MARK DISK
 ME0969_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0969_SP_SET: HEADWALL
 ME0969_STAMPING: Q 336 1968
 ME0969_MARK LOGO: CGS
 ME0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0969+STABILITY: SURFACE MOTION
 ME0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0969+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 ME0969
 ME0969  HISTORY     - Date     Condition        Report By
 ME0969  HISTORY     - 1968     MONUMENTED       CGS
 ME0969  HISTORY     - 19920906 GOOD             NGS
 ME0969  HISTORY     - 20111110 GOOD             INDOT
 ME0969  HISTORY     - 20240110 GOOD             PRIVTE
 ME0969
 ME0969                          STATION DESCRIPTION
 ME0969
 ME0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0969'1.2 MI SE FROM HOBART.
 ME0969'ABOUT 1.2 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0969'THE STATION AT HOBART, IN SECTION 33, R 7 W, T 36 N, ABOUT 0.3
 ME0969'MILE NORTHWEST OF THE PORTER-LAKE COUNTY LINE, SET ON THE TOP
 ME0969'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL FOR A
 ME0969'4-FOOT BOX CULVERT UNDER STATE HIGHWAY 130, 61 FEET NORTHEAST OF
 ME0969'AND ACROSS ONE SIDE TRACK FROM THE NORTHEAST RAIL OF THE
 ME0969'NORTHEAST MAIN TRACK, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 ME0969'STATE HIGHWAY 130, 6 FEET BELOW THE LEVEL OF THE TRACK AND 3 FEET
 ME0969'BELOW THE LEVEL OF THE HIGHWAY.
 ME0969
 ME0969                          STATION RECOVERY (1992)
 ME0969
 ME0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0969'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0969'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0969'THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, IN
 ME0969'TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 ME0969'SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER STATE HIGHWAY 130,
 ME0969'22.6 M (74.1 FT) NORTHEAST OF THE NEAR RAIL, 6.9 M (22.6 FT)
 ME0969'SOUTHWEST OF THE HIGHWAY CENTERLINE, AND 1.1 M (3.6 FT) BELOW THE
 ME0969'LEVEL OF THE HIGHWAY.
 ME0969
 ME0969                          STATION RECOVERY (2011)
 ME0969
 ME0969'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0969'RECOVERED IN GOOD CONDITION.
 ME0969
 ME0969                          STATION RECOVERY (2024)
 ME0969
 ME0969'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2024 (TS)
 ME0969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1636 ***********************************************************************
 LB1636  DESIGNATION -  Q 34
 LB1636  PID         -  LB1636
 LB1636  STATE/COUNTY-  IN/MONTGOMERY
 LB1636  COUNTRY     -  US
 LB1636  USGS QUAD   -  WAYNETOWN (2019)
 LB1636
 LB1636                         *CURRENT SURVEY CONTROL
 LB1636  ______________________________________________________________________
 LB1636* NAD 83(1986) POSITION- 40 06 15.     (N) 087 05 30.     (W)   SCALED
 LB1636* NAVD 88 ORTHO HEIGHT -   223.929 (meters)      734.67  (feet) ADJUSTED
 LB1636  ______________________________________________________________________
 LB1636  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 LB1636  DYNAMIC HEIGHT  -        223.811 (meters)      734.29  (feet) COMP
 LB1636  MODELED GRAVITY -    980,091.8   (mgal)                       NAVD 88
 LB1636
 LB1636  VERT ORDER      -  SECOND    CLASS 0
 LB1636
 LB1636.The horizontal coordinates were scaled from a map and have
 LB1636.an estimated accuracy of +/- 6 seconds.
 LB1636
 LB1636.The orthometric height was determined by differential leveling and
 LB1636.adjusted by the NATIONAL GEODETIC SURVEY
 LB1636.in June 1991.
 LB1636
 LB1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1636.GEOID18 height accuracy estimate available here.
 LB1636
 LB1636.Click photographs - Photos may exist for this station.
 LB1636
 LB1636.The dynamic height is computed by dividing the NAVD 88
 LB1636.geopotential number by the normal gravity value computed on the
 LB1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1636.degrees latitude (g = 980.6199 gals.).
 LB1636
 LB1636.The modeled gravity was interpolated from observed gravity values.
 LB1636
 LB1636;                    North         East    Units  Estimated Accuracy
 LB1636;SPC IN W     -   539,080.      899,290.      MT  (+/- 180 meters Scaled)
 LB1636
 LB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK921393(NAD 83)
 LB1636
 LB1636                          SUPERSEDED SURVEY CONTROL
 LB1636
 LB1636  NGVD 29 (??/??/92)  224.009  (m)          734.94   (f) ADJ UNCH    2 0
 LB1636
 LB1636.Superseded values are not recommended for survey control.
 LB1636
 LB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1636.See file dsdata.pdf to determine how the superseded data were derived.
 LB1636
 LB1636_MARKER: DB = BENCH MARK DISK
 LB1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1636_STAMPING: Q 34 1934
 LB1636_MARK LOGO: CGS
 LB1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1636+STABILITY: SURFACE MOTION
 LB1636
 LB1636  HISTORY     - Date     Condition        Report By
 LB1636  HISTORY     - 1934     MONUMENTED       CGS
 LB1636  HISTORY     - 1946     GOOD             CGS
 LB1636  HISTORY     - 20090806 GOOD             INDIV
 LB1636
 LB1636                          STATION DESCRIPTION
 LB1636
 LB1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1636'1.6 MI W FROM WAYNETOWN.
 LB1636'1.6 MILES WEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1636'STATION AT WAYNETOWN, ABOUT 125 FEET NORTHWEST OF POLE 55/30,
 LB1636'AT A GRAVEL-ROAD CROSSING, 95 FEET WEST OF THE CENTERLINE OF THE
 LB1636'ROAD, 24 FEET NORTH OF THE NORTH RAIL, 40 FEET EAST OF A WILD
 LB1636'CHERRY TREE, 2.5 FEET SOUTH OF A FENCE LINE, AND 2 FEET WEST OF
 LB1636'A WHITE WOODEN WITNESS POST.
 LB1636
 LB1636                          STATION RECOVERY (2009)
 LB1636
 LB1636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LB1636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2140 ***********************************************************************
 ME2140  DESIGNATION -  Q 349
 ME2140  PID         -  ME2140
 ME2140  STATE/COUNTY-  IN/PORTER
 ME2140  COUNTRY     -  US
 ME2140  USGS QUAD   -  DUNE ACRES (2019)
 ME2140
 ME2140                         *CURRENT SURVEY CONTROL
 ME2140  ______________________________________________________________________
 ME2140* NAD 83(1986) POSITION- 41 37 48.64   (N) 087 06 14.67   (W)   HD_HELD1
 ME2140* NAVD 88 ORTHO HEIGHT -   192.123 (meters)      630.32  (feet) ADJUSTED
 ME2140  ______________________________________________________________________
 ME2140  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME2140  DYNAMIC HEIGHT  -        192.053 (meters)      630.09  (feet) COMP
 ME2140  MODELED GRAVITY -    980,255.9   (mgal)                       NAVD 88
 ME2140
 ME2140  VERT ORDER      -  FIRST     CLASS II
 ME2140
 ME2140.The horizontal coordinates were determined by differentially corrected
 ME2140.hand held GPS observations or other comparable positioning techniques
 ME2140.and have an estimated accuracy of +/- 3 meters.
 ME2140
 ME2140.The orthometric height was determined by differential leveling and
 ME2140.adjusted by the NATIONAL GEODETIC SURVEY
 ME2140.in June 1991.
 ME2140
 ME2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2140.GEOID18 height accuracy estimate available here.
 ME2140
 ME2140.Click photographs - Photos may exist for this station.
 ME2140
 ME2140.The dynamic height is computed by dividing the NAVD 88
 ME2140.geopotential number by the normal gravity value computed on the
 ME2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2140.degrees latitude (g = 980.6199 gals.).
 ME2140
 ME2140.The modeled gravity was interpolated from observed gravity values.
 ME2140
 ME2140;                    North         East    Units  Estimated Accuracy
 ME2140;SPC IN W     -   708,543.6     898,271.7     MT  (+/- 3 meters HH1 GPS) 
 ME2140
 ME2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9133108721(NAD 83)
 ME2140
 ME2140                          SUPERSEDED SURVEY CONTROL
 ME2140
 ME2140  NGVD 29 (01/19/93)  192.221  (m)          630.65   (f) ADJUSTED    1 2
 ME2140
 ME2140.Superseded values are not recommended for survey control.
 ME2140
 ME2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2140.See file dsdata.pdf to determine how the superseded data were derived.
 ME2140
 ME2140_MARKER: F = FLANGE-ENCASED ROD
 ME2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2140_STAMPING: Q 349 1985
 ME2140_MARK LOGO: NGS
 ME2140_PROJECTION: RECESSED 3 CENTIMETERS
 ME2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2140+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2022
 ME2140_ROD/PIPE-DEPTH: 13.4 meters
 ME2140
 ME2140  HISTORY     - Date     Condition        Report By
 ME2140  HISTORY     - 1985     MONUMENTED       NGS
 ME2140  HISTORY     - 19980810 GOOD             JCLS
 ME2140  HISTORY     - 20090623 GOOD             JCLS
 ME2140  HISTORY     - 20100901 GOOD             JCLS
 ME2140  HISTORY     - 20140916 GOOD             INDOT
 ME2140  HISTORY     - 20220520 GOOD             IN-127
 ME2140
 ME2140                          STATION DESCRIPTION
 ME2140
 ME2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2140'20.2 KM (12.55 MI) SW FROM MICHIGAN CITY.
 ME2140'20.2 KM (12.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2140'COURTHOUSE IN MICHIGAN CITY, OR 20.6 KM (12.8 MI) EASTERLY ALONG U.S.
 ME2140'HIGHWAY 12 FROM ITS JUNCTION WITH STATE HIGHWAY 53 (BROADWAY STREET)
 ME2140'IN GARY, 109.9 M (360.6 FT) WEST OF THE CENTER OF THE EAST ENTRANCE
 ME2140'INTO THE BETHLEHAM STEEL BURNS HARBOR PLANT, 48.2 M (158.1 FT) EAST OF
 ME2140'UTILITY POLE NUMBER 243 379, 6.5 M (21.3 FT) NORTH OF THE CENTERLINE
 ME2140'OF THE HIGHWAY, AND 1.1 M (3.6 FT) WEST-SOUTHWEST OF A UTILITY POLE.
 ME2140'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2140'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 ME2140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2140
 ME2140                          STATION RECOVERY (1998)
 ME2140
 ME2140'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME2140'RECOVERED IN GOOD CONDITION.
 ME2140
 ME2140                          STATION RECOVERY (2009)
 ME2140
 ME2140'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 ME2140'RECOVERED IN GOOD CONDITION.
 ME2140
 ME2140                          STATION RECOVERY (2010)
 ME2140
 ME2140'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 ME2140'RECOVERED IN GOOD CONDITION.
 ME2140
 ME2140                          STATION RECOVERY (2014)
 ME2140
 ME2140'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME2140'RECOVERED IN GOOD CONDITION.
 ME2140
 ME2140                          STATION RECOVERY (2022)
 ME2140
 ME2140'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2140'COURTHOUSE IN MICHIGAN CITY, OR 20.6 KM (12.8 MI) EASTERLY ALONG
 ME2140'U.S.HIGHWAY 12 FROM ITS JUNCTION WITH STATE HIGHWAY 53 (BROADWAY
 ME2140'STREET IN GARY, 109.9 M (360.6 FT) WEST OF THE CENTER OF THE EAST
 ME2140'ENTRANCE INTO THE BETHLEHEM STEEL BURNS HARBOR PLANT, 48.2 M (158.1
 ME2140'FT) EAST OF UTILITY POLE NUMBER 243 379, 6.5 M (21.3 FT) NORTH OF THE
 ME2140'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) WEST-SOUTHWEST OF A
 ME2140'UTILITY POLE. NOTE-ACCESS TO DATUM POINT A 5-INCH LOGO CAP AND
 ME2140'HANDHOLE. THE MARK IS 0.3 METERS ENE FROM A WITNESS POST THE MARK IS
 ME2140'ABOVE LEVEL WITH THE HIGHWAY. FAILED OPUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0760 ***********************************************************************
 LA0760  DESIGNATION -  Q 35
 LA0760  PID         -  LA0760
 LA0760  STATE/COUNTY-  IN/WELLS
 LA0760  COUNTRY     -  US
 LA0760  USGS QUAD   -  UNIONDALE (2019)
 LA0760
 LA0760                         *CURRENT SURVEY CONTROL
 LA0760  ______________________________________________________________________
 LA0760* NAD 83(1986) POSITION- 40 49 49.     (N) 085 12 40.     (W)   SCALED
 LA0760* NAVD 88 ORTHO HEIGHT -   254.185 (meters)      833.94  (feet) ADJUSTED
 LA0760  ______________________________________________________________________
 LA0760  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 LA0760  DYNAMIC HEIGHT  -        254.067 (meters)      833.55  (feet) COMP
 LA0760  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LA0760
 LA0760  VERT ORDER      -  SECOND    CLASS 0
 LA0760
 LA0760.The horizontal coordinates were scaled from a map and have
 LA0760.an estimated accuracy of +/- 6 seconds.
 LA0760
 LA0760.The orthometric height was determined by differential leveling and
 LA0760.adjusted by the NATIONAL GEODETIC SURVEY
 LA0760.in June 1991.
 LA0760
 LA0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0760.GEOID18 height accuracy estimate available here.
 LA0760
 LA0760.Click photographs - Photos may exist for this station.
 LA0760
 LA0760.The dynamic height is computed by dividing the NAVD 88
 LA0760.geopotential number by the normal gravity value computed on the
 LA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0760.degrees latitude (g = 980.6199 gals.).
 LA0760
 LA0760.The modeled gravity was interpolated from observed gravity values.
 LA0760
 LA0760;                    North         East    Units  Estimated Accuracy
 LA0760;SPC IN E     -   619,810.      138,430.      MT  (+/- 180 meters Scaled)
 LA0760
 LA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL508214(NAD 83)
 LA0760
 LA0760                          SUPERSEDED SURVEY CONTROL
 LA0760
 LA0760  NGVD 29 (??/??/92)  254.322  (m)          834.39   (f) ADJ UNCH    2 0
 LA0760
 LA0760.Superseded values are not recommended for survey control.
 LA0760
 LA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0760.See file dsdata.pdf to determine how the superseded data were derived.
 LA0760
 LA0760_MARKER: DB = BENCH MARK DISK
 LA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0760_STAMPING: Q 35 1934
 LA0760_MARK LOGO: CGS
 LA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0760+STABILITY: SURFACE MOTION
 LA0760
 LA0760  HISTORY     - Date     Condition        Report By
 LA0760  HISTORY     - 1934     MONUMENTED       CGS
 LA0760  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA0760
 LA0760                          STATION DESCRIPTION
 LA0760
 LA0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0760'1.6 MI W FROM KINGSLAND.
 LA0760'1.6 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0760'KINGSLAND, WELLS COUNTY, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD
 LA0760'CROSSING, 50 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224
 LA0760'PARALLELING THE TRACK, 24 FEET WEST OF THE CENTERLINE OF THE
 LA0760'DIRT ROAD, 9.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 LA0760'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 35 1934 AND
 LA0760'SE IN THE TOP OF A CONCRETE POST.
 LA0760
 LA0760                          STATION RECOVERY (1961)
 LA0760
 LA0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LA0760'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1646 ***********************************************************************
 KA1646  DESIGNATION -  Q 350
 KA1646  PID         -  KA1646
 KA1646  STATE/COUNTY-  IN/MARION
 KA1646  COUNTRY     -  US
 KA1646  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1646
 KA1646                         *CURRENT SURVEY CONTROL
 KA1646  ______________________________________________________________________
 KA1646* NAD 83(1986) POSITION- 39 45 54.     (N) 086 12 42.     (W)   SCALED
 KA1646* NAVD 88 ORTHO HEIGHT -   216.620 (meters)      710.69  (feet) ADJUSTED
 KA1646  ______________________________________________________________________
 KA1646  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 KA1646  DYNAMIC HEIGHT  -        216.502 (meters)      710.31  (feet) COMP
 KA1646  MODELED GRAVITY -    980,077.0   (mgal)                       NAVD 88
 KA1646
 KA1646  VERT ORDER      -  FIRST     CLASS II
 KA1646
 KA1646.The horizontal coordinates were scaled from a map and have
 KA1646.an estimated accuracy of +/- 6 seconds.
 KA1646
 KA1646.The orthometric height was determined by differential leveling and
 KA1646.adjusted by the NATIONAL GEODETIC SURVEY
 KA1646.in June 1991.
 KA1646
 KA1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1646.GEOID18 height accuracy estimate available here.
 KA1646
 KA1646.Click photographs - Photos may exist for this station.
 KA1646
 KA1646.The dynamic height is computed by dividing the NAVD 88
 KA1646.geopotential number by the normal gravity value computed on the
 KA1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1646.degrees latitude (g = 980.6199 gals.).
 KA1646
 KA1646.The modeled gravity was interpolated from observed gravity values.
 KA1646
 KA1646;                    North         East    Units  Estimated Accuracy
 KA1646;SPC IN E     -   501,570.       53,300.      MT  (+/- 180 meters Scaled)
 KA1646
 KA1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK675019(NAD 83)
 KA1646
 KA1646                          SUPERSEDED SURVEY CONTROL
 KA1646
 KA1646.No superseded survey control is available for this station.
 KA1646
 KA1646_MARKER: I = METAL ROD
 KA1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1646_STAMPING: Q 350 1985
 KA1646_MARK LOGO: NGS
 KA1646_PROJECTION: RECESSED 1 CENTIMETERS
 KA1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1646_ROD/PIPE-DEPTH: 11.0 meters
 KA1646
 KA1646  HISTORY     - Date     Condition        Report By
 KA1646  HISTORY     - 1985     MONUMENTED       NGS
 KA1646  HISTORY     - 20070605 MARK NOT FOUND   INDIV
 KA1646
 KA1646                          STATION DESCRIPTION
 KA1646
 KA1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1646'IN INDIANAPOLIS.
 KA1646'IN INDIANAPOLIS, AT 3130 WEST WASHINGTON STREET, 24.7 M (81.0 FT)
 KA1646'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE STREET, 16.3 M
 KA1646'(53.5 FT) EAST OF A UTILITY POLE WITH A STREET LIGHT, 15.7 M (51.5 FT)
 KA1646'SOUTH OF THE CENTER OF A DRIVEWAY, 8.8 M (28.9 FT) NORTHWEST OF THE
 KA1646'SOUTHWEST CORNER OF FIRE STATION NUMBER 18, 6.9 M (22.6 FT) WEST OF
 KA1646'THE WEST FACE OF THE BUILDING, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER,
 KA1646'AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KA1646'HAD THROUGH A 5-INCH LOGO CAP.
 KA1646'THE MARK IS 0.3 M ABOVE THE STREET.
 KA1646
 KA1646                          STATION RECOVERY (2007)
 KA1646
 KA1646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1629 ***********************************************************************
 JA1629  DESIGNATION -  Q 351
 JA1629  PID         -  JA1629
 JA1629  STATE/COUNTY-  IN/DAVIESS
 JA1629  COUNTRY     -  US
 JA1629  USGS QUAD   -  WASHINGTON (2019)
 JA1629
 JA1629                         *CURRENT SURVEY CONTROL
 JA1629  ______________________________________________________________________
 JA1629* NAD 83(1986) POSITION- 38 41 33.     (N) 087 09 00.     (W)   SCALED
 JA1629* NAVD 88 ORTHO HEIGHT -   154.144 (meters)      505.72  (feet) ADJUSTED
 JA1629  ______________________________________________________________________
 JA1629  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 JA1629  DYNAMIC HEIGHT  -        154.047 (meters)      505.40  (feet) COMP
 JA1629  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 JA1629
 JA1629  VERT ORDER      -  FIRST     CLASS II
 JA1629
 JA1629.The horizontal coordinates were scaled from a map and have
 JA1629.an estimated accuracy of +/- 6 seconds.
 JA1629
 JA1629.The orthometric height was determined by differential leveling and
 JA1629.adjusted by the NATIONAL GEODETIC SURVEY
 JA1629.in June 1991.
 JA1629
 JA1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1629.GEOID18 height accuracy estimate available here.
 JA1629
 JA1629.Click photographs - Photos may exist for this station.
 JA1629
 JA1629.The dynamic height is computed by dividing the NAVD 88
 JA1629.geopotential number by the normal gravity value computed on the
 JA1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1629.degrees latitude (g = 980.6199 gals.).
 JA1629
 JA1629.The modeled gravity was interpolated from observed gravity values.
 JA1629
 JA1629;                    North         East    Units  Estimated Accuracy
 JA1629;SPC IN W     -   382,360.      894,200.      MT  (+/- 180 meters Scaled)
 JA1629
 JA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH869826(NAD 83)
 JA1629
 JA1629                          SUPERSEDED SURVEY CONTROL
 JA1629
 JA1629.No superseded survey control is available for this station.
 JA1629
 JA1629_MARKER: I = METAL ROD
 JA1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1629_STAMPING: Q 351 1986
 JA1629_MARK LOGO: NGS
 JA1629_PROJECTION: RECESSED 2 CENTIMETERS
 JA1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1629_ROD/PIPE-DEPTH: 6.7 meters
 JA1629
 JA1629  HISTORY     - Date     Condition        Report By
 JA1629  HISTORY     - 1986     MONUMENTED       NGS
 JA1629
 JA1629                          STATION DESCRIPTION
 JA1629
 JA1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1629'6.8 KM (4.2 MI) NE FROM WASHINGTON.
 JA1629'4.5 KM (2.8 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1629'WITH U.S. HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY
 JA1629'ALONG COUNTY ROAD 250 N, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 JA1629'COUNTY ROAD 75 E, 72.3 M (237.2 FT) SOUTHWEST OF THE CENTER OF A
 JA1629'DRIVEWAY LEADING WEST, 21.7 M (71.2 FT) NORTHEAST OF A FENCE CORNER,
 JA1629'AND 8.6 M (28.2 FT) NORTHWEST OF THE ROAD CENTER.  NOTE--ACCESS TO
 JA1629'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1629'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JA1629'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1684 ***********************************************************************
 KA1684  DESIGNATION -  Q 352
 KA1684  PID         -  KA1684
 KA1684  STATE/COUNTY-  IN/CLAY
 KA1684  COUNTRY     -  US
 KA1684  USGS QUAD   -  BRAZIL WEST (2019)
 KA1684
 KA1684                         *CURRENT SURVEY CONTROL
 KA1684  ______________________________________________________________________
 KA1684* NAD 83(1986) POSITION- 39 30 08.     (N) 087 12 53.     (W)   SCALED
 KA1684* NAVD 88 ORTHO HEIGHT -   187.705 (meters)      615.83  (feet) ADJUSTED
 KA1684  ______________________________________________________________________
 KA1684  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 KA1684  DYNAMIC HEIGHT  -        187.596 (meters)      615.47  (feet) COMP
 KA1684  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 KA1684
 KA1684  VERT ORDER      -  FIRST     CLASS II
 KA1684
 KA1684.The horizontal coordinates were scaled from a map and have
 KA1684.an estimated accuracy of +/- 6 seconds.
 KA1684
 KA1684.The orthometric height was determined by differential leveling and
 KA1684.adjusted by the NATIONAL GEODETIC SURVEY
 KA1684.in June 1991.
 KA1684
 KA1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1684.GEOID18 height accuracy estimate available here.
 KA1684
 KA1684.Click photographs - Photos may exist for this station.
 KA1684
 KA1684.The dynamic height is computed by dividing the NAVD 88
 KA1684.geopotential number by the normal gravity value computed on the
 KA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1684.degrees latitude (g = 980.6199 gals.).
 KA1684
 KA1684.The modeled gravity was interpolated from observed gravity values.
 KA1684
 KA1684;                    North         East    Units  Estimated Accuracy
 KA1684;SPC IN W     -   472,260.      888,700.      MT  (+/- 180 meters Scaled)
 KA1684
 KA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ815725(NAD 83)
 KA1684
 KA1684                          SUPERSEDED SURVEY CONTROL
 KA1684
 KA1684.No superseded survey control is available for this station.
 KA1684
 KA1684_MARKER: I = METAL ROD
 KA1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1684_STAMPING: Q 352 1985
 KA1684_MARK LOGO: NGS
 KA1684_PROJECTION: FLUSH
 KA1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1684_ROD/PIPE-DEPTH: 5.8 meters
 KA1684
 KA1684  HISTORY     - Date     Condition        Report By
 KA1684  HISTORY     - 1985     MONUMENTED       NGS
 KA1684
 KA1684                          STATION DESCRIPTION
 KA1684
 KA1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1684'8.2 KM (5.1 MI) SW FROM BRAZIL.
 KA1684'8.2 KM (5.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1684'WITH STATE HIGHWAY 59 IN BRAZIL, 0.4 KM (0.25 MI) WEST OF THE
 KA1684'INTERSECTION OF COUNTY ROAD 21 SOUTH, 14.6 M (47.9 FT) NORTH OF THE
 KA1684'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 KA1684'SOUTHWEST OF A FENCE CORNER, AND 1.0 M (3.3 FT) WEST OF A UTILITY
 KA1684'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1684'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 KA1684'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1710 ***********************************************************************
 KA1710  DESIGNATION -  Q 353
 KA1710  PID         -  KA1710
 KA1710  STATE/COUNTY-  IN/CLAY
 KA1710  COUNTRY     -  US
 KA1710  USGS QUAD   -  COAL CITY (2019)
 KA1710
 KA1710                         *CURRENT SURVEY CONTROL
 KA1710  ______________________________________________________________________
 KA1710* NAD 83(1986) POSITION- 39 14 06.4    (N) 087 04 23.6    (W)   HD_HELD2
 KA1710* NAVD 88 ORTHO HEIGHT -   183.367 (meters)      601.60  (feet) ADJUSTED
 KA1710  ______________________________________________________________________
 KA1710  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 KA1710  DYNAMIC HEIGHT  -        183.260 (meters)      601.25  (feet) COMP
 KA1710  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 KA1710
 KA1710  VERT ORDER      -  FIRST     CLASS II
 KA1710
 KA1710.The horizontal coordinates were established by autonomous hand held GPS
 KA1710.observations and have an estimated accuracy of +/- 10 meters.
 KA1710
 KA1710.The orthometric height was determined by differential leveling and
 KA1710.adjusted by the NATIONAL GEODETIC SURVEY
 KA1710.in June 1991.
 KA1710
 KA1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1710.GEOID18 height accuracy estimate available here.
 KA1710
 KA1710.Click photographs - Photos may exist for this station.
 KA1710
 KA1710.The dynamic height is computed by dividing the NAVD 88
 KA1710.geopotential number by the normal gravity value computed on the
 KA1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1710.degrees latitude (g = 980.6199 gals.).
 KA1710
 KA1710.The modeled gravity was interpolated from observed gravity values.
 KA1710
 KA1710;                    North         East    Units  Estimated Accuracy
 KA1710;SPC IN W     -   442,597.      900,873.      MT  (+/- 10 meters HH2 GPS)
 KA1710
 KA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9368042870(NAD 83)
 KA1710
 KA1710                          SUPERSEDED SURVEY CONTROL
 KA1710
 KA1710.No superseded survey control is available for this station.
 KA1710
 KA1710_MARKER: I = METAL ROD
 KA1710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1710_STAMPING: Q 353 1985
 KA1710_MARK LOGO: NGS
 KA1710_PROJECTION: FLUSH
 KA1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1710_ROD/PIPE-DEPTH: 3.1 meters
 KA1710
 KA1710  HISTORY     - Date     Condition        Report By
 KA1710  HISTORY     - 1985     MONUMENTED       NGS
 KA1710
 KA1710                          STATION DESCRIPTION
 KA1710
 KA1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1710'8.0 KM (5.0 MI) SE FROM CLAY CITY.
 KA1710'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1710'JUNCTION WITH STATE HIGHWAY 57 IN CLAY CITY, 104.0 M (341.2 FT) NORTH
 KA1710'OF THE CENTER OF COUNTY ROAD 102 EAST, 8.6 M (28.2 FT) WEST OF THE
 KA1710'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH OF A UTILITY POLE.
 KA1710'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1710'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1710'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1624 ***********************************************************************
 JA1624  DESIGNATION -  Q 354
 JA1624  PID         -  JA1624
 JA1624  STATE/COUNTY-  IN/DAVIESS
 JA1624  COUNTRY     -  US
 JA1624  USGS QUAD   -  PLAINVILLE (2019)
 JA1624
 JA1624                         *CURRENT SURVEY CONTROL
 JA1624  ______________________________________________________________________
 JA1624* NAD 83(1986) POSITION- 38 46 13.     (N) 087 10 00.     (W)   SCALED
 JA1624* NAVD 88 ORTHO HEIGHT -   143.618 (meters)      471.19  (feet) ADJUSTED
 JA1624  ______________________________________________________________________
 JA1624  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 JA1624  DYNAMIC HEIGHT  -        143.528 (meters)      470.89  (feet) COMP
 JA1624  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 JA1624
 JA1624  VERT ORDER      -  FIRST     CLASS II
 JA1624
 JA1624.The horizontal coordinates were scaled from a map and have
 JA1624.an estimated accuracy of +/- 6 seconds.
 JA1624
 JA1624.The orthometric height was determined by differential leveling and
 JA1624.adjusted by the NATIONAL GEODETIC SURVEY
 JA1624.in June 1991.
 JA1624
 JA1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1624.GEOID18 height accuracy estimate available here.
 JA1624
 JA1624.Click photographs - Photos may exist for this station.
 JA1624
 JA1624.The dynamic height is computed by dividing the NAVD 88
 JA1624.geopotential number by the normal gravity value computed on the
 JA1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1624.degrees latitude (g = 980.6199 gals.).
 JA1624
 JA1624.The modeled gravity was interpolated from observed gravity values.
 JA1624
 JA1624;                    North         East    Units  Estimated Accuracy
 JA1624;SPC IN W     -   391,000.      892,760.      MT  (+/- 180 meters Scaled)
 JA1624
 JA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH855912(NAD 83)
 JA1624
 JA1624                          SUPERSEDED SURVEY CONTROL
 JA1624
 JA1624.No superseded survey control is available for this station.
 JA1624
 JA1624_MARKER: I = METAL ROD
 JA1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1624_STAMPING: Q 354 1985
 JA1624_MARK LOGO: NGS
 JA1624_PROJECTION: FLUSH
 JA1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1624_ROD/PIPE-DEPTH: 18.3 meters
 JA1624
 JA1624  HISTORY     - Date     Condition        Report By
 JA1624  HISTORY     - 1985     MONUMENTED       NGS
 JA1624
 JA1624                          STATION DESCRIPTION
 JA1624
 JA1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1624'13.4 KM (8.3 MI) NE FROM WASHINGTON.
 JA1624'13.4 KM (8.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1624'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 49.1 M (161.1 FT) EAST OF
 JA1624'THE CENTERLINE OF THE HIGHWAY, AND 9.3 M (30.5 FT) NORTHWEST OF THE
 JA1624'CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JA1624'A 5-INCH LOGO CAP.
 JA1624'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JA1624'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1632 ***********************************************************************
 KA1632  DESIGNATION -  Q 355
 KA1632  PID         -  KA1632
 KA1632  STATE/COUNTY-  IN/MARION
 KA1632  COUNTRY     -  US
 KA1632  USGS QUAD   -  BEECH GROVE (2019)
 KA1632
 KA1632                         *CURRENT SURVEY CONTROL
 KA1632  ______________________________________________________________________
 KA1632* NAD 83(1986) POSITION- 39 42 34.6    (N) 086 00 07.0    (W)   HD_HELD2
 KA1632* NAVD 88 ORTHO HEIGHT -   256.922 (meters)      842.92  (feet) ADJUSTED
 KA1632  ______________________________________________________________________
 KA1632  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 KA1632  DYNAMIC HEIGHT  -        256.775 (meters)      842.44  (feet) COMP
 KA1632  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 KA1632
 KA1632  VERT ORDER      -  FIRST     CLASS II
 KA1632
 KA1632.The horizontal coordinates were established by autonomous hand held GPS
 KA1632.observations and have an estimated accuracy of +/- 10 meters.
 KA1632
 KA1632.The orthometric height was determined by differential leveling and
 KA1632.adjusted by the NATIONAL GEODETIC SURVEY
 KA1632.in June 1991.
 KA1632
 KA1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1632.GEOID18 height accuracy estimate available here.
 KA1632
 KA1632.Click photographs - Photos may exist for this station.
 KA1632
 KA1632.The dynamic height is computed by dividing the NAVD 88
 KA1632.geopotential number by the normal gravity value computed on the
 KA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1632.degrees latitude (g = 980.6199 gals.).
 KA1632
 KA1632.The modeled gravity was interpolated from observed gravity values.
 KA1632
 KA1632;                    North         East    Units  Estimated Accuracy
 KA1632;SPC IN E     -   495,330.       71,249.      MT  (+/- 10 meters HH2 GPS)
 KA1632
 KA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8555496003(NAD 83)
 KA1632
 KA1632                          SUPERSEDED SURVEY CONTROL
 KA1632
 KA1632.No superseded survey control is available for this station.
 KA1632
 KA1632_MARKER: DV = VERTICAL CONTROL DISK
 KA1632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1632_SP_SET: PIER
 KA1632_STAMPING: Q 355 1986
 KA1632_MARK LOGO: NGS
 KA1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1632+STABILITY: POSITION/ELEVATION WELL
 KA1632
 KA1632  HISTORY     - Date     Condition        Report By
 KA1632  HISTORY     - 1986     MONUMENTED       NGS
 KA1632
 KA1632                          STATION DESCRIPTION
 KA1632
 KA1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1632'4.7 KM (2.9 MI) SE FROM INDIANAPOLIS.
 KA1632'4.7 KM (2.9 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 KA1632'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, SET
 KA1632'VERTICALLY IN THE SOUTHEAST FACE OF THE MOST SOUTHEASTERLY 1 OF 5
 KA1632'COLUMNS OF THE FIRST PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 KA1632'VANDERGRIFF ROAD OVERPASS OF THE HIGHWAY, AND 7.0 M (23.0 FT)
 KA1632'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 KA1632'HIGHWAY.
 KA1632'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1603 ***********************************************************************
 JA1603  DESIGNATION -  Q 356
 JA1603  PID         -  JA1603
 JA1603  STATE/COUNTY-  IN/VANDERBURGH
 JA1603  COUNTRY     -  US
 JA1603  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1603
 JA1603                         *CURRENT SURVEY CONTROL
 JA1603  ______________________________________________________________________
 JA1603* NAD 83(1986) POSITION- 38 03 00.     (N) 087 31 10.     (W)   SCALED
 JA1603* NAVD 88 ORTHO HEIGHT -   126.083 (meters)      413.66  (feet) ADJUSTED
 JA1603  ______________________________________________________________________
 JA1603  GEOID HEIGHT    -        -31.181 (meters)                     GEOID18
 JA1603  DYNAMIC HEIGHT  -        125.996 (meters)      413.37  (feet) COMP
 JA1603  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 JA1603
 JA1603  VERT ORDER      -  FIRST     CLASS II
 JA1603
 JA1603.The horizontal coordinates were scaled from a map and have
 JA1603.an estimated accuracy of +/- 6 seconds.
 JA1603
 JA1603.The orthometric height was determined by differential leveling and
 JA1603.adjusted by the NATIONAL GEODETIC SURVEY
 JA1603.in June 1991.
 JA1603
 JA1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1603.GEOID18 height accuracy estimate available here.
 JA1603
 JA1603.Click photographs - Photos may exist for this station.
 JA1603
 JA1603.The dynamic height is computed by dividing the NAVD 88
 JA1603.geopotential number by the normal gravity value computed on the
 JA1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1603.degrees latitude (g = 980.6199 gals.).
 JA1603
 JA1603.The modeled gravity was interpolated from observed gravity values.
 JA1603
 JA1603;                    North         East    Units  Estimated Accuracy
 JA1603;SPC IN W     -   311,130.      861,720.      MT  (+/- 180 meters Scaled)
 JA1603
 JA1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH544114(NAD 83)
 JA1603
 JA1603                          SUPERSEDED SURVEY CONTROL
 JA1603
 JA1603.No superseded survey control is available for this station.
 JA1603
 JA1603_MARKER: I = METAL ROD
 JA1603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1603+WITH SETTING: INFORMATION.
 JA1603_STAMPING: Q 356 1986
 JA1603_MARK LOGO: NGS
 JA1603_PROJECTION: FLUSH
 JA1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1603_ROD/PIPE-DEPTH: 1.2 meters
 JA1603
 JA1603  HISTORY     - Date     Condition        Report By
 JA1603  HISTORY     - 1986     MONUMENTED       NGS
 JA1603  HISTORY     - 19950816 GOOD             USPSQD
 JA1603
 JA1603                          STATION DESCRIPTION
 JA1603
 JA1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1603'10.5 KM (6.5 MI) NORTH FROM EVANSVILLE.
 JA1603'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1603'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, THENCE 2.2 KM (1.35 MI)
 JA1603'NORTHEASTERLY ALONG STATE HIGHWAY 57, AND 12.3 M (40.4 FT) SOUTHEAST
 JA1603'OF THE HIGHWAY CENTERLINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JA1603'A 5-INCH LOGO CAP.
 JA1603'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST AND FENCE
 JA1603'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JA1603
 JA1603                          STATION RECOVERY (1995)
 JA1603
 JA1603'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2838 ***********************************************************************
 JZ2838  DESIGNATION -  Q 357
 JZ2838  PID         -  JZ2838
 JZ2838  STATE/COUNTY-  IN/SHELBY
 JZ2838  COUNTRY     -  US
 JZ2838  USGS QUAD   -  WALDRON (2019)
 JZ2838
 JZ2838                         *CURRENT SURVEY CONTROL
 JZ2838  ______________________________________________________________________
 JZ2838* NAD 83(1986) POSITION- 39 27 59.     (N) 085 39 15.     (W)   SCALED
 JZ2838* NAVD 88 ORTHO HEIGHT -   249.327 (meters)      818.00  (feet) ADJUSTED
 JZ2838  ______________________________________________________________________
 JZ2838  GEOID HEIGHT    -        -34.041 (meters)                     GEOID18
 JZ2838  DYNAMIC HEIGHT  -        249.177 (meters)      817.51  (feet) COMP
 JZ2838  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 JZ2838
 JZ2838  VERT ORDER      -  FIRST     CLASS II
 JZ2838
 JZ2838.The horizontal coordinates were scaled from a map and have
 JZ2838.an estimated accuracy of +/- 6 seconds.
 JZ2838
 JZ2838.The orthometric height was determined by differential leveling and
 JZ2838.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2838.in June 1991.
 JZ2838
 JZ2838.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2838.GEOID18 height accuracy estimate available here.
 JZ2838
 JZ2838.Click photographs - Photos may exist for this station.
 JZ2838
 JZ2838.The dynamic height is computed by dividing the NAVD 88
 JZ2838.geopotential number by the normal gravity value computed on the
 JZ2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2838.degrees latitude (g = 980.6199 gals.).
 JZ2838
 JZ2838.The modeled gravity was interpolated from observed gravity values.
 JZ2838
 JZ2838;                    North         East    Units  Estimated Accuracy
 JZ2838;SPC IN E     -   468,270.      101,080.      MT  (+/- 180 meters Scaled)
 JZ2838
 JZ2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ157693(NAD 83)
 JZ2838
 JZ2838                          SUPERSEDED SURVEY CONTROL
 JZ2838
 JZ2838.No superseded survey control is available for this station.
 JZ2838
 JZ2838_MARKER: DV = VERTICAL CONTROL DISK
 JZ2838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2838_SP_SET: PIER
 JZ2838_STAMPING: Q 357 1986
 JZ2838_MARK LOGO: NGS
 JZ2838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2838+STABILITY: POSITION/ELEVATION WELL
 JZ2838
 JZ2838  HISTORY     - Date     Condition        Report By
 JZ2838  HISTORY     - 1986     MONUMENTED       NGS
 JZ2838
 JZ2838                          STATION DESCRIPTION
 JZ2838
 JZ2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2838'9.8 KM (6.1 MI) SE FROM SHELBYVILLE.
 JZ2838'9.8 KM (6.1 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2838'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2838'NORTHEAST FACE OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 JZ2838'OF THE SOUTHEAST BOUND HIGHWAY BRIDGE SPANNING LITTLE CONNS CREEK, AND
 JZ2838'5.9 M (19.4 FT) NORTHEAST OF THE CENTER OF THE SOUTHEAST BOUND LANES
 JZ2838'OF THE HIGHWAY.
 JZ2838'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2812 ***********************************************************************
 JZ2812  DESIGNATION -  Q 358
 JZ2812  PID         -  JZ2812
 JZ2812  STATE/COUNTY-  IN/RIPLEY
 JZ2812  COUNTRY     -  US
 JZ2812  USGS QUAD   -  BATESVILLE (2019)
 JZ2812
 JZ2812                         *CURRENT SURVEY CONTROL
 JZ2812  ______________________________________________________________________
 JZ2812* NAD 83(1986) POSITION- 39 17 00.     (N) 085 09 05.     (W)   SCALED
 JZ2812* NAVD 88 ORTHO HEIGHT -   300.399 (meters)      985.56  (feet) ADJUSTED
 JZ2812  ______________________________________________________________________
 JZ2812  GEOID HEIGHT    -        -34.109 (meters)                     GEOID18
 JZ2812  DYNAMIC HEIGHT  -        300.210 (meters)      984.94  (feet) COMP
 JZ2812  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 JZ2812
 JZ2812  VERT ORDER      -  FIRST     CLASS II
 JZ2812
 JZ2812.The horizontal coordinates were scaled from a map and have
 JZ2812.an estimated accuracy of +/- 6 seconds.
 JZ2812
 JZ2812.The orthometric height was determined by differential leveling and
 JZ2812.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2812.in June 1991.
 JZ2812
 JZ2812.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2812.GEOID18 height accuracy estimate available here.
 JZ2812
 JZ2812.Click photographs - Photos may exist for this station.
 JZ2812
 JZ2812.The dynamic height is computed by dividing the NAVD 88
 JZ2812.geopotential number by the normal gravity value computed on the
 JZ2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2812.degrees latitude (g = 980.6199 gals.).
 JZ2812
 JZ2812.The modeled gravity was interpolated from observed gravity values.
 JZ2812
 JZ2812;                    North         East    Units  Estimated Accuracy
 JZ2812;SPC IN E     -   448,080.      144,460.      MT  (+/- 180 meters Scaled)
 JZ2812
 JZ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ594498(NAD 83)
 JZ2812
 JZ2812                          SUPERSEDED SURVEY CONTROL
 JZ2812
 JZ2812.No superseded survey control is available for this station.
 JZ2812
 JZ2812_MARKER: DV = VERTICAL CONTROL DISK
 JZ2812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2812_SP_SET: PIER
 JZ2812_STAMPING: Q 358 1986
 JZ2812_MARK LOGO: NGS
 JZ2812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2812+STABILITY: POSITION/ELEVATION WELL
 JZ2812
 JZ2812  HISTORY     - Date     Condition        Report By
 JZ2812  HISTORY     - 1986     MONUMENTED       NGS
 JZ2812  HISTORY     - 20030720 GOOD             SURVFI
 JZ2812
 JZ2812                          STATION DESCRIPTION
 JZ2812
 JZ2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2812'6.4 KM (4.0 MI) EAST FROM BATESVILLE.
 JZ2812'6.4 KM (4.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION
 JZ2812'WITH STATE HIGHWAY 229 IN BATESVILLE, SET VERTICALLY IN THE SOUTH FACE
 JZ2812'OF THE MOST EASTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF COUNTY ROAD
 JZ2812'600 EAST OVERPASS OF THE INTERSTATE HIGHWAY, 13.3 M (43.6 FT) SOUTH OF
 JZ2812'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 12.9 M
 JZ2812'(42.3 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JZ2812'HIGHWAY.
 JZ2812'THE MARK IS 1.1 M ABOVE THE GROUND.
 JZ2812
 JZ2812                          STATION RECOVERY (2003)
 JZ2812
 JZ2812'RECOVERY NOTE BY SURVEY FIRST LLC 2003 (RGC)
 JZ2812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2863 ***********************************************************************
 JZ2863  DESIGNATION -  Q 359
 JZ2863  PID         -  JZ2863
 JZ2863  STATE/COUNTY-  IN/DEARBORN
 JZ2863  COUNTRY     -  US
 JZ2863  USGS QUAD   -  HOOVEN (2016)
 JZ2863
 JZ2863                         *CURRENT SURVEY CONTROL
 JZ2863  ______________________________________________________________________
 JZ2863* NAD 83(1986) POSITION- 39 08 37.     (N) 084 49 39.     (W)   SCALED
 JZ2863* NAVD 88 ORTHO HEIGHT -   147.427 (meters)      483.68  (feet) ADJUSTED
 JZ2863  ______________________________________________________________________
 JZ2863  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 JZ2863  DYNAMIC HEIGHT  -        147.336 (meters)      483.38  (feet) COMP
 JZ2863  MODELED GRAVITY -    980,010.7   (mgal)                       NAVD 88
 JZ2863
 JZ2863  VERT ORDER      -  FIRST     CLASS II
 JZ2863
 JZ2863.The horizontal coordinates were scaled from a map and have
 JZ2863.an estimated accuracy of +/- 6 seconds.
 JZ2863
 JZ2863.The orthometric height was determined by differential leveling and
 JZ2863.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2863.in June 1991.
 JZ2863
 JZ2863.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2863.GEOID18 height accuracy estimate available here.
 JZ2863
 JZ2863.Click photographs - Photos may exist for this station.
 JZ2863
 JZ2863.The dynamic height is computed by dividing the NAVD 88
 JZ2863.geopotential number by the normal gravity value computed on the
 JZ2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2863.degrees latitude (g = 980.6199 gals.).
 JZ2863
 JZ2863.The modeled gravity was interpolated from observed gravity values.
 JZ2863
 JZ2863;                    North         East    Units  Estimated Accuracy
 JZ2863;SPC IN E     -   432,770.      172,550.      MT  (+/- 180 meters Scaled)
 JZ2863
 JZ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877349(NAD 83)
 JZ2863
 JZ2863                          SUPERSEDED SURVEY CONTROL
 JZ2863
 JZ2863  NGVD 29 (06/03/91)  147.629  (m)          484.35   (f) ADJUSTED    1 2
 JZ2863
 JZ2863.Superseded values are not recommended for survey control.
 JZ2863
 JZ2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2863.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2863
 JZ2863_MARKER: DV = VERTICAL CONTROL DISK
 JZ2863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2863_SP_SET: BRIDGE ABUTMENT
 JZ2863_STAMPING: Q 359 1986
 JZ2863_MARK LOGO: NGS
 JZ2863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2863
 JZ2863  HISTORY     - Date     Condition        Report By
 JZ2863  HISTORY     - 1986     MONUMENTED       NGS
 JZ2863
 JZ2863                          STATION DESCRIPTION
 JZ2863
 JZ2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2863'6.5 KM (4.05 MI) EAST FROM LAWRENCEBURG.
 JZ2863'6.5 KM (4.05 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JZ2863'STATE HIGHWAY 1 IN LAWRENCEBURG, IN TOP OF AND 1.5 M (4.9 FT)
 JZ2863'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 JZ2863'THE CONRAIL RAILROAD OVERPASS OF THE HIGHWAY, 19.5 M (64.0 FT)
 JZ2863'NORTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 JZ2863'HIGHWAY, AND 7.4 M (24.3 FT) SOUTHEAST OF THE NEAR RAIL.
 JZ2863'THE MARK IS 1.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1635 ***********************************************************************
 JA1635  DESIGNATION -  Q 359
 JA1635  PID         -  JA1635
 JA1635  STATE/COUNTY-  IN/KNOX
 JA1635  COUNTRY     -  US
 JA1635  USGS QUAD   -  WHEATLAND (2019)
 JA1635
 JA1635                         *CURRENT SURVEY CONTROL
 JA1635  ______________________________________________________________________
 JA1635* NAD 83(1986) POSITION- 38 40 24.     (N) 087 21 26.     (W)   SCALED
 JA1635* NAVD 88 ORTHO HEIGHT -   140.878 (meters)      462.20  (feet) ADJUSTED
 JA1635  ______________________________________________________________________
 JA1635  GEOID HEIGHT    -        -32.030 (meters)                     GEOID18
 JA1635  DYNAMIC HEIGHT  -        140.790 (meters)      461.91  (feet) COMP
 JA1635  MODELED GRAVITY -    979,997.6   (mgal)                       NAVD 88
 JA1635
 JA1635  VERT ORDER      -  FIRST     CLASS II
 JA1635
 JA1635.The horizontal coordinates were scaled from a map and have
 JA1635.an estimated accuracy of +/- 6 seconds.
 JA1635
 JA1635.The orthometric height was determined by differential leveling and
 JA1635.adjusted by the NATIONAL GEODETIC SURVEY
 JA1635.in June 1991.
 JA1635
 JA1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1635.GEOID18 height accuracy estimate available here.
 JA1635
 JA1635.Click photographs - Photos may exist for this station.
 JA1635
 JA1635.The dynamic height is computed by dividing the NAVD 88
 JA1635.geopotential number by the normal gravity value computed on the
 JA1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1635.degrees latitude (g = 980.6199 gals.).
 JA1635
 JA1635.The modeled gravity was interpolated from observed gravity values.
 JA1635
 JA1635;                    North         East    Units  Estimated Accuracy
 JA1635;SPC IN W     -   380,270.      876,170.      MT  (+/- 180 meters Scaled)
 JA1635
 JA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH689805(NAD 83)
 JA1635
 JA1635                          SUPERSEDED SURVEY CONTROL
 JA1635
 JA1635.No superseded survey control is available for this station.
 JA1635
 JA1635_MARKER: I = METAL ROD
 JA1635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1635_STAMPING: Q 359 1986
 JA1635_MARK LOGO: NGS
 JA1635_PROJECTION: FLUSH
 JA1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1635+STABILITY: POSITION/ELEVATION WELL
 JA1635_ROD/PIPE-DEPTH: 5.2 meters
 JA1635_SLEEVE-DEPTH  : 3.3 meters
 JA1635
 JA1635  HISTORY     - Date     Condition        Report By
 JA1635  HISTORY     - 1986     MONUMENTED       NGS
 JA1635
 JA1635                          STATION DESCRIPTION
 JA1635
 JA1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1635'4.5 KM (2.8 MI) WEST FROM WHEATLAND.
 JA1635'4.5 KM (2.8 MI) WESTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JA1635'JUNCTION WITH STATE HIGHWAY 550 IN WHEATLAND, 32.0 M (105.0 FT) EAST
 JA1635'OF THE CENTER OF A PAVED ROAD, 12.6 M (41.3 FT) NORTH OF THE
 JA1635'CENTERLINE OF U.S. HIGHWAY 50, 8.1 M (26.6 FT) SOUTH OF THE NEAR RAIL,
 JA1635'AND 3.3 M (10.8 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 JA1635'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1635'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1635'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0739 ***********************************************************************
 MD0739  DESIGNATION -  Q 36
 MD0739  PID         -  MD0739
 MD0739  STATE/COUNTY-  IN/WHITLEY
 MD0739  COUNTRY     -  US
 MD0739  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0739
 MD0739                         *CURRENT SURVEY CONTROL
 MD0739  ______________________________________________________________________
 MD0739* NAD 83(1986) POSITION- 41 08 30.     (N) 085 29 01.     (W)   SCALED
 MD0739* NAVD 88 ORTHO HEIGHT -   258.256 (meters)      847.29  (feet) ADJUSTED
 MD0739  ______________________________________________________________________
 MD0739  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 MD0739  DYNAMIC HEIGHT  -        258.155 (meters)      846.96  (feet) COMP
 MD0739  MODELED GRAVITY -    980,228.8   (mgal)                       NAVD 88
 MD0739
 MD0739  VERT ORDER      -  SECOND    CLASS 0
 MD0739
 MD0739.The horizontal coordinates were scaled from a map and have
 MD0739.an estimated accuracy of +/- 6 seconds.
 MD0739
 MD0739.The orthometric height was determined by differential leveling and
 MD0739.adjusted by the NATIONAL GEODETIC SURVEY
 MD0739.in June 1991.
 MD0739
 MD0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0739.GEOID18 height accuracy estimate available here.
 MD0739
 MD0739.Click photographs - Photos may exist for this station.
 MD0739
 MD0739.The dynamic height is computed by dividing the NAVD 88
 MD0739.geopotential number by the normal gravity value computed on the
 MD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0739.degrees latitude (g = 980.6199 gals.).
 MD0739
 MD0739.The modeled gravity was interpolated from observed gravity values.
 MD0739
 MD0739;                    North         East    Units  Estimated Accuracy
 MD0739;SPC IN E     -   654,310.      115,370.      MT  (+/- 180 meters Scaled)
 MD0739
 MD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL272555(NAD 83)
 MD0739
 MD0739                          SUPERSEDED SURVEY CONTROL
 MD0739
 MD0739  NGVD 29 (??/??/92)  258.420  (m)          847.83   (f) ADJ UNCH    2 0
 MD0739
 MD0739.Superseded values are not recommended for survey control.
 MD0739
 MD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0739.See file dsdata.pdf to determine how the superseded data were derived.
 MD0739
 MD0739_MARKER: DB = BENCH MARK DISK
 MD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0739_STAMPING: Q 36 1934
 MD0739_MARK LOGO: CGS
 MD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0739+STABILITY: SURFACE MOTION
 MD0739
 MD0739  HISTORY     - Date     Condition        Report By
 MD0739  HISTORY     - 1934     MONUMENTED       CGS
 MD0739  HISTORY     - 1962     MARK NOT FOUND   CGS
 MD0739  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0739
 MD0739                          STATION DESCRIPTION
 MD0739
 MD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0739'1.4 MI S FROM COLUMBIA CITY.
 MD0739'1.4 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 MD0739'COLUMBIA CITY, WHITLEY COUNTY, 0.7 MILE SOUTH FROM THE JUNCTION
 MD0739'OF STATE HIGHWAY 9 AND U.S. HIGHWAY 30, 200 FEET NORTH OF THE SUMMIT
 MD0739'OF THE FIRST HILL SOUTH OF COLUMBIA CITY, 38 FEET WEST OF THE
 MD0739'CENTERLINE OF THE HIGHWAY, ONE FOOT EAST OF THE RIGHT-OF-WAY
 MD0739'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 MD0739'Q 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0739
 MD0739                          STATION RECOVERY (1992)
 MD0739
 MD0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0739'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1735 ***********************************************************************
 KA1735  DESIGNATION -  Q 360
 KA1735  PID         -  KA1735
 KA1735  STATE/COUNTY-  IN/VERMILLION
 KA1735  COUNTRY     -  US
 KA1735  USGS QUAD   -  CLINTON (2019)
 KA1735
 KA1735                         *CURRENT SURVEY CONTROL
 KA1735  ______________________________________________________________________
 KA1735* NAD 83(1986) POSITION- 39 38 30.     (N) 087 26 11.     (W)   SCALED
 KA1735* NAVD 88 ORTHO HEIGHT -   183.684 (meters)      602.64  (feet) ADJUSTED
 KA1735  ______________________________________________________________________
 KA1735  GEOID HEIGHT    -        -32.714 (meters)                     GEOID18
 KA1735  DYNAMIC HEIGHT  -        183.582 (meters)      602.30  (feet) COMP
 KA1735  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 KA1735
 KA1735  VERT ORDER      -  FIRST     CLASS II
 KA1735
 KA1735.The horizontal coordinates were scaled from a map and have
 KA1735.an estimated accuracy of +/- 6 seconds.
 KA1735
 KA1735.The orthometric height was determined by differential leveling and
 KA1735.adjusted by the NATIONAL GEODETIC SURVEY
 KA1735.in June 1991.
 KA1735
 KA1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1735.GEOID18 height accuracy estimate available here.
 KA1735
 KA1735.Click photographs - Photos may exist for this station.
 KA1735
 KA1735.The dynamic height is computed by dividing the NAVD 88
 KA1735.geopotential number by the normal gravity value computed on the
 KA1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1735.degrees latitude (g = 980.6199 gals.).
 KA1735
 KA1735.The modeled gravity was interpolated from observed gravity values.
 KA1735
 KA1735;                    North         East    Units  Estimated Accuracy
 KA1735;SPC IN W     -   487,790.      869,700.      MT  (+/- 180 meters Scaled)
 KA1735
 KA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625880(NAD 83)
 KA1735
 KA1735                          SUPERSEDED SURVEY CONTROL
 KA1735
 KA1735.No superseded survey control is available for this station.
 KA1735
 KA1735_MARKER: I = METAL ROD
 KA1735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1735_STAMPING: Q 360 1986
 KA1735_MARK LOGO: NGS
 KA1735_PROJECTION: FLUSH
 KA1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1735_ROD/PIPE-DEPTH: 10.7 meters
 KA1735
 KA1735  HISTORY     - Date     Condition        Report By
 KA1735  HISTORY     - 1986     MONUMENTED       NGS
 KA1735
 KA1735                          STATION DESCRIPTION
 KA1735
 KA1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1735'1.9 KM (1.2 MI) SOUTH FROM CLINTON.
 KA1735'1.9 KM (1.2 MI) SOUTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1735'WITH STATE HIGHWAY 163 IN CLINTON, 0.7 KM (0.45 MI) SOUTH OF THE
 KA1735'INTERSECTION OF COUNTY ROAD 1650, 19.1 M (62.7 FT) WEST OF THE
 KA1735'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 4.4 M (14.4
 KA1735'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM
 KA1735'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1735'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KA1735'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1761 ***********************************************************************
 KA1761  DESIGNATION -  Q 361
 KA1761  PID         -  KA1761
 KA1761  STATE/COUNTY-  IN/VERMILLION
 KA1761  COUNTRY     -  US
 KA1761  USGS QUAD   -  NEWPORT (2019)
 KA1761
 KA1761                         *CURRENT SURVEY CONTROL
 KA1761  ______________________________________________________________________
 KA1761* NAD 83(1986) POSITION- 39 57 44.     (N) 087 27 03.     (W)   SCALED
 KA1761* NAVD 88 ORTHO HEIGHT -   154.487 (meters)      506.85  (feet) ADJUSTED
 KA1761  ______________________________________________________________________
 KA1761  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 KA1761  DYNAMIC HEIGHT  -        154.406 (meters)      506.58  (feet) COMP
 KA1761  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 KA1761
 KA1761  VERT ORDER      -  FIRST     CLASS II
 KA1761
 KA1761.The horizontal coordinates were scaled from a map and have
 KA1761.an estimated accuracy of +/- 6 seconds.
 KA1761
 KA1761.The orthometric height was determined by differential leveling and
 KA1761.adjusted by the NATIONAL GEODETIC SURVEY
 KA1761.in June 1991.
 KA1761
 KA1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1761.GEOID18 height accuracy estimate available here.
 KA1761
 KA1761.Click photographs - Photos may exist for this station.
 KA1761
 KA1761.The dynamic height is computed by dividing the NAVD 88
 KA1761.geopotential number by the normal gravity value computed on the
 KA1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1761.degrees latitude (g = 980.6199 gals.).
 KA1761
 KA1761.The modeled gravity was interpolated from observed gravity values.
 KA1761
 KA1761;                    North         East    Units  Estimated Accuracy
 KA1761;SPC IN W     -   523,390.      868,600.      MT  (+/- 180 meters Scaled)
 KA1761
 KA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614236(NAD 83)
 KA1761
 KA1761                          SUPERSEDED SURVEY CONTROL
 KA1761
 KA1761.No superseded survey control is available for this station.
 KA1761
 KA1761_MARKER: DV = VERTICAL CONTROL DISK
 KA1761_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1761_SP_SET: BRIDGE ABUTMENT
 KA1761_STAMPING: Q 361 1986
 KA1761_MARK LOGO: NGS
 KA1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1761+STABILITY: POSITION/ELEVATION WELL
 KA1761
 KA1761  HISTORY     - Date     Condition        Report By
 KA1761  HISTORY     - 1986     MONUMENTED       NGS
 KA1761  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1761
 KA1761                          STATION DESCRIPTION
 KA1761
 KA1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1761'1.1 KM (0.7 MI) NORTH FROM CAYUGA.
 KA1761'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1761'WITH STATE HIGHWAY 234 IN CAYUGA, IN TOP OF AND 0.6 M (2.0 FT) EAST OF
 KA1761'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE NORTH BOUND HIGHWAY
 KA1761'BRIDGE SPANNING THE VERMILLION RIVER, AND 6.0 M (19.7 FT) WEST OF THE
 KA1761'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 KA1761'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1761
 KA1761                          STATION RECOVERY (2005)
 KA1761
 KA1761'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1761'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3385 ***********************************************************************
 ME3385  DESIGNATION -  Q 367
 ME3385  PID         -  ME3385
 ME3385  STATE/COUNTY-  IN/LA PORTE
 ME3385  COUNTRY     -  US
 ME3385  USGS QUAD   -  WANATAH (2019)
 ME3385
 ME3385                         *CURRENT SURVEY CONTROL
 ME3385  ______________________________________________________________________
 ME3385* NAD 83(1986) POSITION- 41 25 42.     (N) 086 53 29.     (W)   SCALED
 ME3385* NAVD 88 ORTHO HEIGHT -   223.195 (meters)      732.27  (feet) ADJUSTED
 ME3385  ______________________________________________________________________
 ME3385  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME3385  DYNAMIC HEIGHT  -        223.105 (meters)      731.97  (feet) COMP
 ME3385  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 ME3385
 ME3385  VERT ORDER      -  FIRST     CLASS II
 ME3385
 ME3385.The horizontal coordinates were scaled from a map and have
 ME3385.an estimated accuracy of +/- 6 seconds.
 ME3385
 ME3385.The orthometric height was determined by differential leveling and
 ME3385.adjusted by the NATIONAL GEODETIC SURVEY
 ME3385.in April 1995.
 ME3385
 ME3385.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3385.GEOID18 height accuracy estimate available here.
 ME3385
 ME3385.Click photographs - Photos may exist for this station.
 ME3385
 ME3385.The dynamic height is computed by dividing the NAVD 88
 ME3385.geopotential number by the normal gravity value computed on the
 ME3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3385.degrees latitude (g = 980.6199 gals.).
 ME3385
 ME3385.The modeled gravity was interpolated from observed gravity values.
 ME3385
 ME3385;                    North         East    Units  Estimated Accuracy
 ME3385;SPC IN W     -   686,140.      916,040.      MT  (+/- 180 meters Scaled)
 ME3385
 ME3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090863(NAD 83)
 ME3385
 ME3385                          SUPERSEDED SURVEY CONTROL
 ME3385
 ME3385  NGVD 29 (01/19/93)  223.292  (m)          732.58   (f) ADJUSTED    1 2
 ME3385
 ME3385.Superseded values are not recommended for survey control.
 ME3385
 ME3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3385.See file dsdata.pdf to determine how the superseded data were derived.
 ME3385
 ME3385_MARKER: DV = VERTICAL CONTROL DISK
 ME3385_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3385_SP_SET: PIER
 ME3385_STAMPING: Q 367 1992
 ME3385_MARK LOGO: NGS
 ME3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3385+STABILITY: POSITION/ELEVATION WELL
 ME3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3385+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3385
 ME3385  HISTORY     - Date     Condition        Report By
 ME3385  HISTORY     - 1992     MONUMENTED       NGS
 ME3385  HISTORY     - 20071103 GOOD             GEOCAC
 ME3385
 ME3385                          STATION DESCRIPTION
 ME3385
 ME3385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3385'IN WANATAH, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND U.S.
 ME3385'HIGHWAY 421, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF
 ME3385'4 CONCRETE COLUMNS OF THE 1ST PIER NORTH OF THE SOUTH ABUTMENT OF THE
 ME3385'HIGHWAY OVERPASS OF THE RAILROAD, 11.5 M (37.7 FT) SOUTH OF THE NEAR
 ME3385'RAIL, 6.4 M (21.0 FT) WEST OF THE HIGHWAY CENTER, 5.5 M (18.0 FT)
 ME3385'NORTH OF THE CENTERLINE OF BAILEY ROAD, 1.3 M (4.3 FT) ABOVE THE LEVEL
 ME3385'OF THE ROAD, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
 ME3385
 ME3385                          STATION RECOVERY (2007)
 ME3385
 ME3385'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME3385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1971 ***********************************************************************
 MD1971  DESIGNATION -  Q 368
 MD1971  PID         -  MD1971
 MD1971  STATE/COUNTY-  IN/ALLEN
 MD1971  COUNTRY     -  US
 MD1971  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1971
 MD1971                         *CURRENT SURVEY CONTROL
 MD1971  ______________________________________________________________________
 MD1971* NAD 83(1986) POSITION- 41 04 33.     (N) 085 06 20.     (W)   SCALED
 MD1971* NAVD 88 ORTHO HEIGHT -   238.128 (meters)      781.26  (feet) ADJUSTED
 MD1971  ______________________________________________________________________
 MD1971  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 MD1971  DYNAMIC HEIGHT  -        238.033 (meters)      780.95  (feet) COMP
 MD1971  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 MD1971
 MD1971  VERT ORDER      -  FIRST     CLASS II
 MD1971
 MD1971.The horizontal coordinates were scaled from a map and have
 MD1971.an estimated accuracy of +/- 6 seconds.
 MD1971
 MD1971.The orthometric height was determined by differential leveling and
 MD1971.adjusted by the NATIONAL GEODETIC SURVEY
 MD1971.in April 1995.
 MD1971
 MD1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1971.GEOID18 height accuracy estimate available here.
 MD1971
 MD1971.Click photographs - Photos may exist for this station.
 MD1971
 MD1971.The dynamic height is computed by dividing the NAVD 88
 MD1971.geopotential number by the normal gravity value computed on the
 MD1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1971.degrees latitude (g = 980.6199 gals.).
 MD1971
 MD1971.The modeled gravity was interpolated from observed gravity values.
 MD1971
 MD1971;                    North         East    Units  Estimated Accuracy
 MD1971;SPC IN E     -   647,130.      147,150.      MT  (+/- 180 meters Scaled)
 MD1971
 MD1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL591489(NAD 83)
 MD1971
 MD1971                          SUPERSEDED SURVEY CONTROL
 MD1971
 MD1971  NGVD 29 (01/19/93)  238.290  (m)          781.79   (f) ADJUSTED    1 2
 MD1971
 MD1971.Superseded values are not recommended for survey control.
 MD1971
 MD1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1971.See file dsdata.pdf to determine how the superseded data were derived.
 MD1971
 MD1971_MARKER: I = METAL ROD
 MD1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1971_STAMPING: Q 368 1992
 MD1971_MARK LOGO: NGS
 MD1971_PROJECTION: FLUSH
 MD1971_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1971+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 MD1971_ROD/PIPE-DEPTH: 6.3 meters
 MD1971
 MD1971  HISTORY     - Date     Condition        Report By
 MD1971  HISTORY     - 1992     MONUMENTED       NGS
 MD1971  HISTORY     - 20101019 GOOD             PB
 MD1971
 MD1971                          STATION DESCRIPTION
 MD1971
 MD1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1971'IN FORT WAYNE, AT THE INTERSECTION OF HANCOCK AND MAUMEE AVENUES,
 MD1971'11.9 M (39.0 FT) WEST OF THE CENTER OF A PARK ENTRANCE ROAD, 9.3 M
 MD1971'(30.5 FT) NORTH OF AND LEVEL WITH THE CENTER OF MAUMEE AVENUE, 1.6 M
 MD1971'(5.2 FT) NORTH OF A UTILITY LIGHT POLE, AND ON THE EXTENDED CENTER OF
 MD1971'HANCOCK AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MD1971'LOGO CAP.
 MD1971
 MD1971                          STATION RECOVERY (2010)
 MD1971
 MD1971'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 MD1971'PICTURES ARE AVAILABLE
 MD1971'MONUMENT IS MISSING THE 5 INCH LOGO CAP
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1085 ***********************************************************************
 LA1085  DESIGNATION -  Q 37
 LA1085  PID         -  LA1085
 LA1085  STATE/COUNTY-  IN/JAY
 LA1085  COUNTRY     -  US
 LA1085  USGS QUAD   -  PENNVILLE (2019)
 LA1085
 LA1085                         *CURRENT SURVEY CONTROL
 LA1085  ______________________________________________________________________
 LA1085* NAD 83(1986) POSITION- 40 27 01.     (N) 085 09 58.     (W)   SCALED
 LA1085* NAVD 88 ORTHO HEIGHT -   274.668 (meters)      901.14  (feet) ADJUSTED
 LA1085  ______________________________________________________________________
 LA1085  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LA1085  DYNAMIC HEIGHT  -        274.528 (meters)      900.68  (feet) COMP
 LA1085  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 LA1085
 LA1085  VERT ORDER      -  SECOND    CLASS 0
 LA1085
 LA1085.The horizontal coordinates were scaled from a map and have
 LA1085.an estimated accuracy of +/- 6 seconds.
 LA1085
 LA1085.The orthometric height was determined by differential leveling and
 LA1085.adjusted by the NATIONAL GEODETIC SURVEY
 LA1085.in June 1991.
 LA1085
 LA1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1085.GEOID18 height accuracy estimate available here.
 LA1085
 LA1085.Click photographs - Photos may exist for this station.
 LA1085
 LA1085.The dynamic height is computed by dividing the NAVD 88
 LA1085.geopotential number by the normal gravity value computed on the
 LA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1085.degrees latitude (g = 980.6199 gals.).
 LA1085
 LA1085.The modeled gravity was interpolated from observed gravity values.
 LA1085
 LA1085;                    North         East    Units  Estimated Accuracy
 LA1085;SPC IN E     -   577,640.      142,460.      MT  (+/- 180 meters Scaled)
 LA1085
 LA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK555793(NAD 83)
 LA1085
 LA1085                          SUPERSEDED SURVEY CONTROL
 LA1085
 LA1085  NGVD 29 (??/??/92)  274.802  (m)          901.58   (f) ADJ UNCH    2 0
 LA1085
 LA1085.Superseded values are not recommended for survey control.
 LA1085
 LA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1085.See file dsdata.pdf to determine how the superseded data were derived.
 LA1085
 LA1085_MARKER: DB = BENCH MARK DISK
 LA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1085_STAMPING: Q 37 1934
 LA1085_MARK LOGO: CGS
 LA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1085+STABILITY: SURFACE MOTION
 LA1085
 LA1085  HISTORY     - Date     Condition        Report By
 LA1085  HISTORY     - 1934     MONUMENTED       CGS
 LA1085
 LA1085                          STATION DESCRIPTION
 LA1085
 LA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1085'4.7 MI SW FROM PENNVILLE.
 LA1085'3.8 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1085'PENNVILLE, JAY COUNTY, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY
 LA1085'26, IN FRONT OF THE A.S. PYLE HOME, 28.5 FEET SOUTH OF THE
 LA1085'CENTERLINE OF THE HIGHWAY, 3.6 FEET NORTHEAST OF THE FENCE
 LA1085'POST AT THE NORTHWEST CORNER OF THE YARD, AND 1.5 FEET HIGHER
 LA1085'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 37 1934 AND SET
 LA1085'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7522 ***********************************************************************
 DR7522  DESIGNATION -  Q 375
 DR7522  PID         -  DR7522
 DR7522  STATE/COUNTY-  IN/LAGRANGE
 DR7522  COUNTRY     -  US
 DR7522  USGS QUAD   -  MIDDLEBURY (2019)
 DR7522
 DR7522                         *CURRENT SURVEY CONTROL
 DR7522  ______________________________________________________________________
 DR7522* NAD 83(1986) POSITION- 41 39 14.06   (N) 085 39 05.66   (W)   HD_HELD1
 DR7522* NAVD 88 ORTHO HEIGHT -   258.074 (meters)      846.70  (feet) ADJUSTED
 DR7522  ______________________________________________________________________
 DR7522  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 DR7522  DYNAMIC HEIGHT  -        257.976 (meters)      846.38  (feet) COMP
 DR7522  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 DR7522
 DR7522  VERT ORDER      -  SECOND    CLASS I
 DR7522
 DR7522.The horizontal coordinates were determined by differentially corrected
 DR7522.hand held GPS observations or other comparable positioning techniques
 DR7522.and have an estimated accuracy of +/- 3 meters.
 DR7522
 DR7522.The orthometric height was determined by differential leveling and
 DR7522.adjusted by the NATIONAL GEODETIC SURVEY
 DR7522.in March 2022.
 DR7522
 DR7522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7522.GEOID18 height accuracy estimate available here.
 DR7522
 DR7522.Click photographs - Photos may exist for this station.
 DR7522
 DR7522.The dynamic height is computed by dividing the NAVD 88
 DR7522.geopotential number by the normal gravity value computed on the
 DR7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7522.degrees latitude (g = 980.6199 gals.).
 DR7522
 DR7522.The modeled gravity was interpolated from observed gravity values.
 DR7522
 DR7522;                    North         East    Units  Estimated Accuracy
 DR7522;SPC IN E     -   711,178.8     101,257.3     MT  (+/- 3 meters HH1 GPS) 
 DR7522
 DR7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1227712229(NAD 83)
 DR7522
 DR7522                          SUPERSEDED SURVEY CONTROL
 DR7522
 DR7522.No superseded survey control is available for this station.
 DR7522
 DR7522_MARKER: F = FLANGE-ENCASED ROD
 DR7522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7522_STAMPING: Q 375 2018
 DR7522_MARK LOGO: NONE
 DR7522_PROJECTION: RECESSED 8 CENTIMETERS
 DR7522_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7522+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 DR7522_ROD/PIPE-DEPTH: 16.8 meters
 DR7522_SLEEVE-DEPTH  : 0.9 meters
 DR7522
 DR7522  HISTORY     - Date     Condition        Report By
 DR7522  HISTORY     - 20180612 MONUMENTED       INDOT
 DR7522
 DR7522                          STATION DESCRIPTION
 DR7522
 DR7522'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7522'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF
 DR7522'MILLERSBURG, 3.9 MI (6.3 KM) WEST-SOUTHWEST OF SHIPSHEWANA AND 3.2 MI
 DR7522'(5.1 KM) EAST-SOUTHEAST OF MIDDLEBURY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7522'
 DR7522'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 13 AND U.S.
 DR7522'HIGHWAY 20, TRAVEL EAST 2.80 MI (4.51 KM) EAST ON U.S. HIGHWAY 20 TO
 DR7522'THE MONUMENT LOCATED ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 DR7522'
 DR7522'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 37 FT (11.3
 DR7522'M) SOUTH OF THE ROAD CENTERLINE.  IT IS LOCATED 17.65 FT (5.4 M) SOUTH
 DR7522'OF A MAG NAIL IN THE EDGE OF PAVEMENT, 27.97 FT (8.5 M) WEST-NORTHWEST
 DR7522'A MAG NAIL IN THE NORTHEAST CORNER OF A FENCE POST, 11.38 FT (3.5 M)
 DR7522'NORTH OF THE THIRD VINYL FENCE POST (FROM THE NORTHEAST FENCE CORNER)
 DR7522'AND 35.43 FT (10.8 M) EAST-NORTHEAST OF THE SEVENTH VINYL FENCE POST
 DR7522'(FROM THE NORTHEAST FENCE CORNER).
 DR7522'
 DR7522'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7522'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2562 ***********************************************************************
 LA2562  DESIGNATION -  Q 38 RESET
 LA2562  PID         -  LA2562
 LA2562  STATE/COUNTY-  IN/WELLS
 LA2562  COUNTRY     -  US
 LA2562  USGS QUAD   -  BLUFFTON (2019)
 LA2562
 LA2562                         *CURRENT SURVEY CONTROL
 LA2562  ______________________________________________________________________
 LA2562* NAD 83(1986) POSITION- 40 40 38.     (N) 085 09 43.     (W)   SCALED
 LA2562* NAVD 88 ORTHO HEIGHT -   257.84  (meters)      845.9   (feet) RESET
 LA2562  ______________________________________________________________________
 LA2562  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA2562  VERT ORDER      -  THIRD
 LA2562
 LA2562.The horizontal coordinates were scaled from a map and have
 LA2562.an estimated accuracy of +/- 6 seconds.
 LA2562
 LA2562.The orthometric height was computed from unverified reset data.
 LA2562
 LA2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2562.GEOID18 height accuracy estimate available here.
 LA2562
 LA2562.Click photographs - Photos may exist for this station.
 LA2562
 LA2562;                    North         East    Units  Estimated Accuracy
 LA2562;SPC IN E     -   602,840.      142,670.      MT  (+/- 180 meters Scaled)
 LA2562
 LA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL553045(NAD 83)
 LA2562
 LA2562                          SUPERSEDED SURVEY CONTROL
 LA2562
 LA2562  NGVD 29 (08/22/16)  257.98   (m)          846.4    (f) RESET       3  
 LA2562
 LA2562.Superseded values are not recommended for survey control.
 LA2562
 LA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2562.See file dsdata.pdf to determine how the superseded data were derived.
 LA2562
 LA2562_MARKER: DV = VERTICAL CONTROL DISK
 LA2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2562_STAMPING: Q 38 RESET 1993
 LA2562_MARK LOGO: NGS
 LA2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2562+STABILITY: SURFACE MOTION
 LA2562
 LA2562  HISTORY     - Date     Condition        Report By
 LA2562  HISTORY     - 1993     MONUMENTED       INHD
 LA2562
 LA2562                          STATION DESCRIPTION
 LA2562
 LA2562'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1993
 LA2562'1.6 MILES (2.6 KM) NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA2562'WITH STATE HIGHWAY 218 IN REIFFSBURG, AT THE INTERSECTION OF SR 1 AND
 LA2562'COUNTY ROAD 450 SOUTH, 32 FEET (9.8 M) SOUTH OF THE CENTERLINE OF
 LA2562'COUNTY ROAD 450 SOUTH, 33 FEET (10.1 M) SOUTHWEST OF THE CENTERLINE
 LA2562'OF STATE ROAD 1, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA2562'12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0997 ***********************************************************************
 LA0997  DESIGNATION -  Q 39
 LA0997  PID         -  LA0997
 LA0997  STATE/COUNTY-  IN/RANDOLPH
 LA0997  COUNTRY     -  US
 LA0997  USGS QUAD   -  FARMLAND (2019)
 LA0997
 LA0997                         *CURRENT SURVEY CONTROL
 LA0997  ______________________________________________________________________
 LA0997* NAD 83(1986) POSITION- 40 11 19.     (N) 085 07 46.     (W)   SCALED
 LA0997* NAVD 88 ORTHO HEIGHT -   316.259 (meters)     1037.59  (feet) ADJUSTED
 LA0997  ______________________________________________________________________
 LA0997  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 LA0997  DYNAMIC HEIGHT  -        316.090 (meters)     1037.04  (feet) COMP
 LA0997  MODELED GRAVITY -    980,083.8   (mgal)                       NAVD 88
 LA0997
 LA0997  VERT ORDER      -  SECOND    CLASS 0
 LA0997
 LA0997.The horizontal coordinates were scaled from a map and have
 LA0997.an estimated accuracy of +/- 6 seconds.
 LA0997
 LA0997.The orthometric height was determined by differential leveling and
 LA0997.adjusted by the NATIONAL GEODETIC SURVEY
 LA0997.in June 1991.
 LA0997
 LA0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0997.GEOID18 height accuracy estimate available here.
 LA0997
 LA0997.Click photographs - Photos may exist for this station.
 LA0997
 LA0997.The dynamic height is computed by dividing the NAVD 88
 LA0997.geopotential number by the normal gravity value computed on the
 LA0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0997.degrees latitude (g = 980.6199 gals.).
 LA0997
 LA0997.The modeled gravity was interpolated from observed gravity values.
 LA0997
 LA0997;                    North         East    Units  Estimated Accuracy
 LA0997;SPC IN E     -   548,600.      145,750.      MT  (+/- 180 meters Scaled)
 LA0997
 LA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK592503(NAD 83)
 LA0997
 LA0997                          SUPERSEDED SURVEY CONTROL
 LA0997
 LA0997  NGVD 29 (??/??/92)  316.397  (m)         1038.05   (f) ADJ UNCH    2 0
 LA0997
 LA0997.Superseded values are not recommended for survey control.
 LA0997
 LA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0997.See file dsdata.pdf to determine how the superseded data were derived.
 LA0997
 LA0997_MARKER: DB = BENCH MARK DISK
 LA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0997_STAMPING: Q 39 1934
 LA0997_MARK LOGO: CGS
 LA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0997+STABILITY: SURFACE MOTION
 LA0997
 LA0997  HISTORY     - Date     Condition        Report By
 LA0997  HISTORY     - 1934     MONUMENTED       CGS
 LA0997  HISTORY     - 1968     GOOD             CGS
 LA0997
 LA0997                          STATION DESCRIPTION
 LA0997
 LA0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0997'AT FARMLAND.
 LA0997'100 YARDS WEST OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0997'LOUIS RAILWAY STATION, 33 FEET SOUTHEAST OF POLE 216/01, AT THE
 LA0997'CROSSING OF MULBERRY STREET, 34 FEET WEST OF THE CENTERLINE OF
 LA0997'THE STREET, 17.1 FEET NORTH OF THE NORTH RAIL, 13.3 FEET EAST OF
 LA0997'THE EAST END OF A CONCRETE CULVERT, AND ABOUT 1/2 FOOT LOWER THAN
 LA0997'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1273 ***********************************************************************
 LA1273  DESIGNATION -  Q 4
 LA1273  PID         -  LA1273
 LA1273  STATE/COUNTY-  IN/MADISON
 LA1273  COUNTRY     -  US
 LA1273  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1273
 LA1273                         *CURRENT SURVEY CONTROL
 LA1273  ______________________________________________________________________
 LA1273* NAD 83(1986) POSITION- 40 01 28.     (N) 085 44 09.     (W)   SCALED
 LA1273* NAVD 88 ORTHO HEIGHT -   267.685 (meters)      878.23  (feet) ADJUSTED
 LA1273  ______________________________________________________________________
 LA1273  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 LA1273  DYNAMIC HEIGHT  -        267.537 (meters)      877.74  (feet) COMP
 LA1273  MODELED GRAVITY -    980,066.9   (mgal)                       NAVD 88
 LA1273
 LA1273  VERT ORDER      -  FIRST     CLASS II
 LA1273
 LA1273.The horizontal coordinates were scaled from a map and have
 LA1273.an estimated accuracy of +/- 6 seconds.
 LA1273
 LA1273.The orthometric height was determined by differential leveling and
 LA1273.adjusted by the NATIONAL GEODETIC SURVEY
 LA1273.in June 1991.
 LA1273
 LA1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1273.GEOID18 height accuracy estimate available here.
 LA1273
 LA1273.Click photographs - Photos may exist for this station.
 LA1273
 LA1273.The dynamic height is computed by dividing the NAVD 88
 LA1273.geopotential number by the normal gravity value computed on the
 LA1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1273.degrees latitude (g = 980.6199 gals.).
 LA1273
 LA1273.The modeled gravity was interpolated from observed gravity values.
 LA1273
 LA1273;                    North         East    Units  Estimated Accuracy
 LA1273;SPC IN E     -   530,230.       94,100.      MT  (+/- 180 meters Scaled)
 LA1273
 LA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK078312(NAD 83)
 LA1273
 LA1273                          SUPERSEDED SURVEY CONTROL
 LA1273
 LA1273  NGVD 29 (??/??/92)  267.82   (m)          878.7    (f) COMPUTED    1 2
 LA1273
 LA1273.Superseded values are not recommended for survey control.
 LA1273
 LA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1273.See file dsdata.pdf to determine how the superseded data were derived.
 LA1273
 LA1273_MARKER: DB = BENCH MARK DISK
 LA1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1273_STAMPING: Q 4
 LA1273_MARK LOGO: CGS
 LA1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1273+STABILITY: SURFACE MOTION
 LA1273
 LA1273  HISTORY     - Date     Condition        Report By
 LA1273  HISTORY     - 1916     MONUMENTED       CGS
 LA1273  HISTORY     - 1935     GOOD             INHD
 LA1273  HISTORY     - 1947     POOR             CGS
 LA1273
 LA1273                          STATION DESCRIPTION
 LA1273
 LA1273'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1935
 LA1273'1.5 MI E FROM PENDLETON.
 LA1273'ABOUT 1.5 MI. EAST OF PENDELTON MADISON CO. ALONG THE C.C.C. AND
 LA1273'ST. L. RR. AT MILE POST 254, 50 METERS (164 FT.) WEST OF GOULS
 LA1273'CROSSING 25 METERS (83 FT) SOUTH OF THE TRACKS.  A CONCR. POST WITH
 LA1273'DISK IN TOP.
 LA1273
 LA1273                          STATION RECOVERY (1947)
 LA1273
 LA1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA1273'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1274 ***********************************************************************
 LA1274  DESIGNATION -  Q 4 RESET
 LA1274  PID         -  LA1274
 LA1274  STATE/COUNTY-  IN/MADISON
 LA1274  COUNTRY     -  US
 LA1274  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1274
 LA1274                         *CURRENT SURVEY CONTROL
 LA1274  ______________________________________________________________________
 LA1274* NAD 83(1986) POSITION- 40 01 28.     (N) 085 44 09.     (W)   SCALED
 LA1274* NAVD 88 ORTHO HEIGHT -   267.69  (+/-2cm)      878.2   (feet) VERTCON3
 LA1274  ______________________________________________________________________
 LA1274  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 LA1274  VERT ORDER      -  ? (See Below)
 LA1274
 LA1274.The horizontal coordinates were scaled from a map and have
 LA1274.an estimated accuracy of +/- 6 seconds.
 LA1274
 LA1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1274
 LA1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1274.GEOID18 height accuracy estimate available here.
 LA1274
 LA1274.The vertical order pertains to the NGVD 29 superseded value.
 LA1274
 LA1274.Click photographs - Photos may exist for this station.
 LA1274
 LA1274;                    North         East    Units  Estimated Accuracy
 LA1274;SPC IN E     -   530,230.       94,100.      MT  (+/- 180 meters Scaled)
 LA1274
 LA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK078312(NAD 83)
 LA1274
 LA1274                          SUPERSEDED SURVEY CONTROL
 LA1274
 LA1274  NGVD 29 (??/??/92)  267.819  (m)          878.67   (f) ADJ UNCH       
 LA1274
 LA1274.Superseded values are not recommended for survey control.
 LA1274
 LA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1274.See file dsdata.pdf to determine how the superseded data were derived.
 LA1274
 LA1274_MARKER: DB = BENCH MARK DISK
 LA1274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1274_STAMPING: Q 4 ELEV 878.702 FT RESET 1947
 LA1274_MARK LOGO: CGS
 LA1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1274
 LA1274  HISTORY     - Date     Condition        Report By
 LA1274  HISTORY     - 1947     MONUMENTED       CGS
 LA1274
 LA1274                          STATION DESCRIPTION
 LA1274
 LA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1274'1.6 MI NE FROM PENDLETON.
 LA1274'ABOUT 1.6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1274'FROM THE STATION AT PENDLETON, AT A GRAVEL CROSS ROAD, 255
 LA1274'FEET NORTHEAST AND ACROSS THE TRACKS FROM MILE POST 254, 33.5
 LA1274'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 123 FEET SOUTHWEST OF THE
 LA1274'CENTER LINE OF THE GRAVEL ROAD, 11.5 FEET NORTHWEST OF THE
 LA1274'FENCE LINE, 12 FEET SOUTH OF POLE 253/51, 1.5 FEET NORTHWEST OF
 LA1274'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 LA1274'SET IN THE TOP OF A STONE POST PROJECTING 18 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1719 ***********************************************************************
 JZ1719  DESIGNATION -  Q 40
 JZ1719  PID         -  JZ1719
 JZ1719  STATE/COUNTY-  IN/WAYNE
 JZ1719  COUNTRY     -  US
 JZ1719  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1719
 JZ1719                         *CURRENT SURVEY CONTROL
 JZ1719  ______________________________________________________________________
 JZ1719* NAD 83(1986) POSITION- 39 58 58.     (N) 085 08 42.     (W)   SCALED
 JZ1719* NAVD 88 ORTHO HEIGHT -   319.823 (meters)     1049.29  (feet) ADJUSTED
 JZ1719  ______________________________________________________________________
 JZ1719  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 JZ1719  DYNAMIC HEIGHT  -        319.644 (meters)     1048.70  (feet) COMP
 JZ1719  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 JZ1719
 JZ1719  VERT ORDER      -  SECOND    CLASS 0
 JZ1719
 JZ1719.The horizontal coordinates were scaled from a map and have
 JZ1719.an estimated accuracy of +/- 6 seconds.
 JZ1719
 JZ1719.The orthometric height was determined by differential leveling and
 JZ1719.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1719.in June 1991.
 JZ1719
 JZ1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1719.GEOID18 height accuracy estimate available here.
 JZ1719
 JZ1719.Click photographs - Photos may exist for this station.
 JZ1719
 JZ1719.The dynamic height is computed by dividing the NAVD 88
 JZ1719.geopotential number by the normal gravity value computed on the
 JZ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1719.degrees latitude (g = 980.6199 gals.).
 JZ1719
 JZ1719.The modeled gravity was interpolated from observed gravity values.
 JZ1719
 JZ1719;                    North         East    Units  Estimated Accuracy
 JZ1719;SPC IN E     -   525,740.      144,560.      MT  (+/- 180 meters Scaled)
 JZ1719
 JZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK583274(NAD 83)
 JZ1719
 JZ1719                          SUPERSEDED SURVEY CONTROL
 JZ1719
 JZ1719  NGVD 29 (??/??/92)  319.962  (m)         1049.74   (f) ADJ UNCH    2 0
 JZ1719
 JZ1719.Superseded values are not recommended for survey control.
 JZ1719
 JZ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1719.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1719
 JZ1719_MARKER: DB = BENCH MARK DISK
 JZ1719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1719_SP_SET: CULVERT HEADWALL
 JZ1719_STAMPING: Q 40 1934
 JZ1719_MARK LOGO: CGS
 JZ1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1719+STABILITY: SURFACE MOTION
 JZ1719
 JZ1719  HISTORY     - Date     Condition        Report By
 JZ1719  HISTORY     - 1934     MONUMENTED       CGS
 JZ1719  HISTORY     - 1947     GOOD             CGS
 JZ1719  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 JZ1719  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1719
 JZ1719                          STATION DESCRIPTION
 JZ1719
 JZ1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1719'5.4 MI N FROM HAGERSTOWN.
 JZ1719'5.4 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ1719'HAGERSTOWN, 0.1 MILE EAST OF THE WEST RIVER FRIENDS CHURCH, ABOUT
 JZ1719'130 YARDS SOUTHEAST ALONG U.S. HIGHWAY 35 FROM ITS INTERSECTION
 JZ1719'WITH STATE HIGHWAY 1, 28 FEET SOUTH OF THE CENTER LINE OF
 JZ1719'HIGHWAY 35, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 JZ1719'WALL OF A 5-FOOT CONCRETE CULVERT, AND 1.5 FEET BELOW THE HIGHWAY.
 JZ1719
 JZ1719                          STATION RECOVERY (1982)
 JZ1719
 JZ1719'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JZ1719'MARK NOT FOUND.
 JZ1719
 JZ1719                          STATION RECOVERY (2017)
 JZ1719
 JZ1719'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 JZ1719'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1413 ***********************************************************************
 LA1413  DESIGNATION -  Q 41
 LA1413  PID         -  LA1413
 LA1413  STATE/COUNTY-  IN/DELAWARE
 LA1413  COUNTRY     -  US
 LA1413  USGS QUAD   -  GILMAN (2019)
 LA1413
 LA1413                         *CURRENT SURVEY CONTROL
 LA1413  ______________________________________________________________________
 LA1413* NAD 83(1986) POSITION- 40 08 56.     (N) 085 31 18.     (W)   SCALED
 LA1413* NAVD 88 ORTHO HEIGHT -   282.759 (meters)      927.69  (feet) ADJUSTED
 LA1413  ______________________________________________________________________
 LA1413  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA1413  DYNAMIC HEIGHT  -        282.608 (meters)      927.19  (feet) COMP
 LA1413  MODELED GRAVITY -    980,086.0   (mgal)                       NAVD 88
 LA1413
 LA1413  VERT ORDER      -  SECOND    CLASS 0
 LA1413
 LA1413.The horizontal coordinates were scaled from a map and have
 LA1413.an estimated accuracy of +/- 6 seconds.
 LA1413
 LA1413.The orthometric height was determined by differential leveling and
 LA1413.adjusted by the NATIONAL GEODETIC SURVEY
 LA1413.in June 1991.
 LA1413
 LA1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1413.GEOID18 height accuracy estimate available here.
 LA1413
 LA1413.Click photographs - Photos may exist for this station.
 LA1413
 LA1413.The dynamic height is computed by dividing the NAVD 88
 LA1413.geopotential number by the normal gravity value computed on the
 LA1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1413.degrees latitude (g = 980.6199 gals.).
 LA1413
 LA1413.The modeled gravity was interpolated from observed gravity values.
 LA1413
 LA1413;                    North         East    Units  Estimated Accuracy
 LA1413;SPC IN E     -   544,060.      112,360.      MT  (+/- 180 meters Scaled)
 LA1413
 LA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK259453(NAD 83)
 LA1413
 LA1413                          SUPERSEDED SURVEY CONTROL
 LA1413
 LA1413  NGVD 29 (??/??/92)  282.896  (m)          928.13   (f) ADJ UNCH    2 0
 LA1413
 LA1413.Superseded values are not recommended for survey control.
 LA1413
 LA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1413.See file dsdata.pdf to determine how the superseded data were derived.
 LA1413
 LA1413_MARKER: DB = BENCH MARK DISK
 LA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1413_STAMPING: Q 41 1934
 LA1413_MARK LOGO: CGS
 LA1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1413+STABILITY: SURFACE MOTION
 LA1413
 LA1413  HISTORY     - Date     Condition        Report By
 LA1413  HISTORY     - 1934     MONUMENTED       CGS
 LA1413
 LA1413                          STATION DESCRIPTION
 LA1413
 LA1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1413'2 MI W FROM YORKTOWN.
 LA1413'2.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1413'LOUIS RAILWAY FROM THE STATION AT YORKTOWN, DELAWARE COUNTY, AT
 LA1413'POLE 237+27, IN THE NORTHWEST ANGLE OF A DIRT-ROAD CROSSING, 57
 LA1413'FEET NORTH OF THE NORTH RAIL, 27.2 FEET WEST OF THE CENTERLINE
 LA1413'OF THE ROAD, 6.1 FEET WEST OF A FENCE CORNER, AND LEVEL WITH THE
 LA1413'TRACK.  A STANDARD DISK, STAMPED Q 41 1934 AND SET IN THE TOP OF
 LA1413'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2714 ***********************************************************************
 JZ2714  DESIGNATION -  Q 43 RESET
 JZ2714  PID         -  JZ2714
 JZ2714  STATE/COUNTY-  IN/RUSH
 JZ2714  COUNTRY     -  US
 JZ2714  USGS QUAD   -  CARTHAGE (2019)
 JZ2714
 JZ2714                         *CURRENT SURVEY CONTROL
 JZ2714  ______________________________________________________________________
 JZ2714* NAD 83(1986) POSITION- 39 42 53.     (N) 085 32 52.     (W)   SCALED
 JZ2714* NAVD 88 ORTHO HEIGHT -   296.08  (+/-2cm)      971.4   (feet) VERTCON3
 JZ2714  ______________________________________________________________________
 JZ2714  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 JZ2714  VERT ORDER      -  THIRD (See Below)
 JZ2714
 JZ2714.The horizontal coordinates were scaled from a map and have
 JZ2714.an estimated accuracy of +/- 6 seconds.
 JZ2714
 JZ2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2714
 JZ2714.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2714.GEOID18 height accuracy estimate available here.
 JZ2714
 JZ2714.The vertical order pertains to the NGVD 29 superseded value.
 JZ2714
 JZ2714.Click photographs - Photos may exist for this station.
 JZ2714
 JZ2714;                    North         East    Units  Estimated Accuracy
 JZ2714;SPC IN E     -   495,850.      110,190.      MT  (+/- 180 meters Scaled)
 JZ2714
 JZ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ244971(NAD 83)
 JZ2714
 JZ2714                          SUPERSEDED SURVEY CONTROL
 JZ2714
 JZ2714  NGVD 29 (08/22/16)  296.21   (m)          971.8    (f) RESET       3  
 JZ2714
 JZ2714.Superseded values are not recommended for survey control.
 JZ2714
 JZ2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2714.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2714
 JZ2714_MARKER: DV = VERTICAL CONTROL DISK
 JZ2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2714_STAMPING: Q 43 RESET 1978
 JZ2714_MARK LOGO: NGS
 JZ2714_PROJECTION: FLUSH
 JZ2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2714+STABILITY: SURFACE MOTION
 JZ2714
 JZ2714  HISTORY     - Date     Condition        Report By
 JZ2714  HISTORY     - 1978     MONUMENTED       NGS
 JZ2714
 JZ2714                          STATION DESCRIPTION
 JZ2714
 JZ2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JZ2714'2.0 MI SE FROM CARTHAGE.
 JZ2714'9.6 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE IN
 JZ2714'RUSHVILLE, THENCE WEST ALONG COUNTY ROAD 900 NORTH FOR 4.4 MILES,
 JZ2714'THENCE SOUTH ALONG COUNTY ROAD 400 WEST FOR 2.0 MILES TO CROSSROAD,
 JZ2714'THENCE WEST ALONG COUNTY ROAD 700 NORTH FOR 1.25 MILES TO MARK ON
 JZ2714'THE RIGHT, 11 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET WEST
 JZ2714'OF A FENCE CORNER, AND 0.5 FOOT SOUTH OF A FENCELINE.
 JZ2714'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JZ2714'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1135 ***********************************************************************
 JZ1135  DESIGNATION -  Q 44
 JZ1135  PID         -  JZ1135
 JZ1135  STATE/COUNTY-  IN/WAYNE
 JZ1135  COUNTRY     -  US
 JZ1135  USGS QUAD   -  NEW PARIS (2016)
 JZ1135
 JZ1135                         *CURRENT SURVEY CONTROL
 JZ1135  ______________________________________________________________________
 JZ1135* NAD 83(1986) POSITION- 39 50 37.     (N) 084 50 52.     (W)   SCALED
 JZ1135* NAVD 88 ORTHO HEIGHT -   303.936 (meters)      997.16  (feet) ADJUSTED
 JZ1135  ______________________________________________________________________
 JZ1135  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 JZ1135  DYNAMIC HEIGHT  -        303.758 (meters)      996.58  (feet) COMP
 JZ1135  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 JZ1135
 JZ1135  VERT ORDER      -  SECOND    CLASS 0
 JZ1135
 JZ1135.The horizontal coordinates were scaled from a map and have
 JZ1135.an estimated accuracy of +/- 6 seconds.
 JZ1135
 JZ1135.The orthometric height was determined by differential leveling and
 JZ1135.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1135.in June 1991.
 JZ1135
 JZ1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1135.GEOID18 height accuracy estimate available here.
 JZ1135
 JZ1135.Click photographs - Photos may exist for this station.
 JZ1135
 JZ1135.The dynamic height is computed by dividing the NAVD 88
 JZ1135.geopotential number by the normal gravity value computed on the
 JZ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1135.degrees latitude (g = 980.6199 gals.).
 JZ1135
 JZ1135.The modeled gravity was interpolated from observed gravity values.
 JZ1135
 JZ1135;                    North         East    Units  Estimated Accuracy
 JZ1135;SPC IN E     -   510,480.      170,090.      MT  (+/- 180 meters Scaled)
 JZ1135
 JZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK841126(NAD 83)
 JZ1135
 JZ1135                          SUPERSEDED SURVEY CONTROL
 JZ1135
 JZ1135  NGVD 29 (??/??/92)  304.083  (m)          997.65   (f) ADJ UNCH    2 0
 JZ1135
 JZ1135.Superseded values are not recommended for survey control.
 JZ1135
 JZ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1135.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1135
 JZ1135_MARKER: DB = BENCH MARK DISK
 JZ1135_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1135+WITH SETTING: PAVEMENT
 JZ1135_SP_SET: SIGNAL BASE
 JZ1135_STAMPING: Q 44 1934
 JZ1135_MARK LOGO: CGS
 JZ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1135+STABILITY: SURFACE MOTION
 JZ1135
 JZ1135  HISTORY     - Date     Condition        Report By
 JZ1135  HISTORY     - 1934     MONUMENTED       CGS
 JZ1135  HISTORY     - 1947     GOOD             CGS
 JZ1135
 JZ1135                          STATION DESCRIPTION
 JZ1135
 JZ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1135'AT RICHMOND.
 JZ1135'AT RICHMOND, ON THE PENNSYLVANIA RAILROAD, 22 RAILS EAST OF THE
 JZ1135'GLEN TOWER, AT POLE 117/13, AT A SEMAPHORE, IN THE TOP OF THE
 JZ1135'NORTHWEST CORNER OF THE CONCRETE BASE, 10 FEET NORTH OF THE NORTH
 JZ1135'RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1209 ***********************************************************************
 JZ1209  DESIGNATION -  Q 45
 JZ1209  PID         -  JZ1209
 JZ1209  STATE/COUNTY-  IN/UNION
 JZ1209  COUNTRY     -  US
 JZ1209  USGS QUAD   -  LIBERTY (2019)
 JZ1209
 JZ1209                         *CURRENT SURVEY CONTROL
 JZ1209  ______________________________________________________________________
 JZ1209* NAD 83(1986) POSITION- 39 37 52.     (N) 084 55 51.     (W)   SCALED
 JZ1209* NAVD 88 ORTHO HEIGHT -   302.903 (meters)      993.77  (feet) ADJUSTED
 JZ1209  ______________________________________________________________________
 JZ1209  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 JZ1209  DYNAMIC HEIGHT  -        302.727 (meters)      993.20  (feet) COMP
 JZ1209  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1209
 JZ1209  VERT ORDER      -  SECOND    CLASS 0
 JZ1209
 JZ1209.The horizontal coordinates were scaled from a map and have
 JZ1209.an estimated accuracy of +/- 6 seconds.
 JZ1209
 JZ1209.The orthometric height was determined by differential leveling and
 JZ1209.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1209.in June 1991.
 JZ1209
 JZ1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1209.GEOID18 height accuracy estimate available here.
 JZ1209
 JZ1209.Click photographs - Photos may exist for this station.
 JZ1209
 JZ1209.The dynamic height is computed by dividing the NAVD 88
 JZ1209.geopotential number by the normal gravity value computed on the
 JZ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1209.degrees latitude (g = 980.6199 gals.).
 JZ1209
 JZ1209.The modeled gravity was interpolated from observed gravity values.
 JZ1209
 JZ1209;                    North         East    Units  Estimated Accuracy
 JZ1209;SPC IN E     -   486,820.      163,170.      MT  (+/- 180 meters Scaled)
 JZ1209
 JZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ775888(NAD 83)
 JZ1209
 JZ1209                          SUPERSEDED SURVEY CONTROL
 JZ1209
 JZ1209  NGVD 29 (??/??/92)  303.057  (m)          994.28   (f) ADJ UNCH    2 0
 JZ1209
 JZ1209.Superseded values are not recommended for survey control.
 JZ1209
 JZ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1209.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1209
 JZ1209_MARKER: DB = BENCH MARK DISK
 JZ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1209_STAMPING: Q 45 1934
 JZ1209_MARK LOGO: CGS
 JZ1209_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1209+STABILITY: SURFACE MOTION
 JZ1209
 JZ1209  HISTORY     - Date     Condition        Report By
 JZ1209  HISTORY     - 1934     MONUMENTED       CGS
 JZ1209  HISTORY     - 1947     GOOD             CGS
 JZ1209
 JZ1209                          STATION DESCRIPTION
 JZ1209
 JZ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1209'AT LIBERTY.
 JZ1209'0.25 MILE SOUTH ALONG STATE HIGHWAY 101 FROM THE COURT HOUSE,
 JZ1209'AT THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, 30 FEET
 JZ1209'EAST OF THE CENTER LINE OF THE HIGHWAY, 11.8 FEET SOUTHWEST OF
 JZ1209'THE SOUTHWEST RAIL OF THE RAILROAD, 6.5 FEET WEST OF THE WEST
 JZ1209'CORNER OF THE CONCRETE BASE OF A SEMAPHORE SIGNAL TOWER, 13.5
 JZ1209'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF A FLASHER
 JZ1209'WARNING SIGNAL POST, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1209'POST, ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 JZ1209'CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1672 ***********************************************************************
 JZ1672  DESIGNATION -  Q 46
 JZ1672  PID         -  JZ1672
 JZ1672  STATE/COUNTY-  IN/FAYETTE
 JZ1672  COUNTRY     -  US
 JZ1672  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1672
 JZ1672                         *CURRENT SURVEY CONTROL
 JZ1672  ______________________________________________________________________
 JZ1672* NAD 83(1986) POSITION- 39 38 47.     (N) 085 08 06.     (W)   SCALED
 JZ1672* NAVD 88 ORTHO HEIGHT -   255.045 (meters)      836.76  (feet) ADJUSTED
 JZ1672  ______________________________________________________________________
 JZ1672  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ1672  DYNAMIC HEIGHT  -        254.893 (meters)      836.26  (feet) COMP
 JZ1672  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 JZ1672
 JZ1672  VERT ORDER      -  SECOND    CLASS 0
 JZ1672
 JZ1672.The horizontal coordinates were scaled from a map and have
 JZ1672.an estimated accuracy of +/- 6 seconds.
 JZ1672
 JZ1672.The orthometric height was determined by differential leveling and
 JZ1672.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1672.in June 1991.
 JZ1672
 JZ1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1672.GEOID18 height accuracy estimate available here.
 JZ1672
 JZ1672.Click photographs - Photos may exist for this station.
 JZ1672
 JZ1672.The dynamic height is computed by dividing the NAVD 88
 JZ1672.geopotential number by the normal gravity value computed on the
 JZ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1672.degrees latitude (g = 980.6199 gals.).
 JZ1672
 JZ1672.The modeled gravity was interpolated from observed gravity values.
 JZ1672
 JZ1672;                    North         East    Units  Estimated Accuracy
 JZ1672;SPC IN E     -   488,390.      145,630.      MT  (+/- 180 meters Scaled)
 JZ1672
 JZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ600901(NAD 83)
 JZ1672
 JZ1672                          SUPERSEDED SURVEY CONTROL
 JZ1672
 JZ1672  NGVD 29 (??/??/92)  255.185  (m)          837.22   (f) ADJ UNCH    2 0
 JZ1672
 JZ1672.Superseded values are not recommended for survey control.
 JZ1672
 JZ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1672.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1672
 JZ1672_MARKER: DB = BENCH MARK DISK
 JZ1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1672_SP_SET: SIGNAL BASE
 JZ1672_STAMPING: Q 46 1934
 JZ1672_MARK LOGO: CGS
 JZ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1672
 JZ1672  HISTORY     - Date     Condition        Report By
 JZ1672  HISTORY     - 1934     MONUMENTED       CGS
 JZ1672  HISTORY     - 1947     GOOD             CGS
 JZ1672
 JZ1672                          STATION DESCRIPTION
 JZ1672
 JZ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1672'AT CONNERSVILLE.
 JZ1672'AT CONNERSVILLE, FAYETTE COUNTY, ON THE BALTIMORE AND OHIO
 JZ1672'RAILROAD, 11 YARDS NORTH OF A SWITCH TARGET, IN THE TOP OF THE
 JZ1672'NORTHWEST CORNER OF THE CONCRETE BASE OF SIGNAL E 67/31,  8.3
 JZ1672'FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0538 ***********************************************************************
 JZ0538  DESIGNATION -  Q 47
 JZ0538  PID         -  JZ0538
 JZ0538  STATE/COUNTY-  IN/DEARBORN
 JZ0538  COUNTRY     -  US
 JZ0538  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0538
 JZ0538                         *CURRENT SURVEY CONTROL
 JZ0538  ______________________________________________________________________
 JZ0538* NAD 83(1986) POSITION- 39 07 25.     (N) 084 51 08.     (W)   SCALED
 JZ0538* NAVD 88 ORTHO HEIGHT -   163.566 (meters)      536.63  (feet) ADJUSTED
 JZ0538  ______________________________________________________________________
 JZ0538  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JZ0538  DYNAMIC HEIGHT  -        163.464 (meters)      536.30  (feet) COMP
 JZ0538  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 JZ0538
 JZ0538  VERT ORDER      -  FIRST     CLASS II
 JZ0538
 JZ0538.The horizontal coordinates were scaled from a map and have
 JZ0538.an estimated accuracy of +/- 6 seconds.
 JZ0538
 JZ0538.The orthometric height was determined by differential leveling and
 JZ0538.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0538.in June 1991.
 JZ0538
 JZ0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0538.GEOID18 height accuracy estimate available here.
 JZ0538
 JZ0538.Click photographs - Photos may exist for this station.
 JZ0538
 JZ0538.The dynamic height is computed by dividing the NAVD 88
 JZ0538.geopotential number by the normal gravity value computed on the
 JZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0538.degrees latitude (g = 980.6199 gals.).
 JZ0538
 JZ0538.The modeled gravity was interpolated from observed gravity values.
 JZ0538
 JZ0538;                    North         East    Units  Estimated Accuracy
 JZ0538;SPC IN E     -   430,540.      170,430.      MT  (+/- 180 meters Scaled)
 JZ0538
 JZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856326(NAD 83)
 JZ0538
 JZ0538                          SUPERSEDED SURVEY CONTROL
 JZ0538
 JZ0538  NGVD 29 (??/??/92)  163.775  (m)          537.32   (f) ADJ UNCH    1 2
 JZ0538
 JZ0538.Superseded values are not recommended for survey control.
 JZ0538
 JZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0538.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0538
 JZ0538_MARKER: DB = BENCH MARK DISK
 JZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0538_STAMPING: Q 47 1934
 JZ0538_MARK LOGO: CGS
 JZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0538+STABILITY: SURFACE MOTION
 JZ0538
 JZ0538  HISTORY     - Date     Condition        Report By
 JZ0538  HISTORY     - 1934     MONUMENTED       CGS
 JZ0538  HISTORY     - 1947     GOOD             CGS
 JZ0538  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0538  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0538
 JZ0538                          STATION DESCRIPTION
 JZ0538
 JZ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0538'1.8 MI NE FROM LAWRENCEBURG.
 JZ0538'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE MAIN OFFICE
 JZ0538'OF THE JOSEPH SEAGRAMS COMPANY AT LAWRENCEBURG, SET IN THE YARD
 JZ0538'OF THE M.E. CHURCH AT HOMESTEAD, 60 YARDS SOUTH OF THE SOUTH
 JZ0538'END OF THE OVER PASS OF HIGHWAY 1 OVER THE NEW YORK CENTRAL
 JZ0538'RAILROAD, 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JZ0538'CHURCH, 66 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST BLACK
 JZ0538'TOP ROAD, 3 FEET WEST OF A HEDGE ROW, 35 FEET EAST OF A CONCRETE
 JZ0538'WALK TO THE CHURCH, 6.5 FEET SOUTH OF A 26-INCH TREE, AND SET
 JZ0538'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0538
 JZ0538                          STATION RECOVERY (1977)
 JZ0538
 JZ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JZ0538'MARK NOT FOUND.
 JZ0538
 JZ0538                          STATION RECOVERY (1986)
 JZ0538
 JZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0610 ***********************************************************************
 KA0610  DESIGNATION -  Q 51
 KA0610  PID         -  KA0610
 KA0610  STATE/COUNTY-  IN/PUTNAM
 KA0610  COUNTRY     -  US
 KA0610  USGS QUAD   -  CLOVERDALE (2019)
 KA0610
 KA0610                         *CURRENT SURVEY CONTROL
 KA0610  ______________________________________________________________________
 KA0610* NAD 83(1986) POSITION- 39 34 02.     (N) 086 50 39.     (W)   SCALED
 KA0610* NAVD 88 ORTHO HEIGHT -   205.216 (meters)      673.28  (feet) ADJUSTED
 KA0610  ______________________________________________________________________
 KA0610  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KA0610  DYNAMIC HEIGHT  -        205.099 (meters)      672.90  (feet) COMP
 KA0610  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 KA0610
 KA0610  VERT ORDER      -  SECOND    CLASS 0
 KA0610
 KA0610.The horizontal coordinates were scaled from a map and have
 KA0610.an estimated accuracy of +/- 6 seconds.
 KA0610
 KA0610.The orthometric height was determined by differential leveling and
 KA0610.adjusted by the NATIONAL GEODETIC SURVEY
 KA0610.in June 1991.
 KA0610
 KA0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0610.GEOID18 height accuracy estimate available here.
 KA0610
 KA0610.Click photographs - Photos may exist for this station.
 KA0610
 KA0610.The dynamic height is computed by dividing the NAVD 88
 KA0610.geopotential number by the normal gravity value computed on the
 KA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0610.degrees latitude (g = 980.6199 gals.).
 KA0610
 KA0610.The modeled gravity was interpolated from observed gravity values.
 KA0610
 KA0610;                    North         East    Units  Estimated Accuracy
 KA0610;SPC IN W     -   479,500.      920,550.      MT  (+/- 180 meters Scaled)
 KA0610
 KA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ133797(NAD 83)
 KA0610
 KA0610                          SUPERSEDED SURVEY CONTROL
 KA0610
 KA0610  NGVD 29 (??/??/92)  205.335  (m)          673.67   (f) ADJ UNCH    2 0
 KA0610
 KA0610.Superseded values are not recommended for survey control.
 KA0610
 KA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0610.See file dsdata.pdf to determine how the superseded data were derived.
 KA0610
 KA0610_MARKER: DB = BENCH MARK DISK
 KA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0610_STAMPING: Q 51 1934
 KA0610_MARK LOGO: CGS
 KA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0610+STABILITY: SURFACE MOTION
 KA0610
 KA0610  HISTORY     - Date     Condition        Report By
 KA0610  HISTORY     - 1934     MONUMENTED       CGS
 KA0610  HISTORY     - 1946     GOOD             CGS
 KA0610
 KA0610                          STATION DESCRIPTION
 KA0610
 KA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0610'1.2 MI S FROM PUTNAMVILLE.
 KA0610'1.2 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0610'RAILWAY FROM THE STATION AT PUTNAMVILLE, PUTNAM COUNTY, 7 RAILS
 KA0610'EAST OF A DIM FARM-ROAD CROSSING AND CULVERT 184.2, 94 FEET EAST
 KA0610'ACROSS THE TRACK FROM A 10-INCH CEDAR TREE, 19 FEET NORTHEAST OF
 KA0610'THE NORTHEAST RAIL, 11 FEET SOUTHWEST OF THE CENTERLINE OF A
 KA0610'DIM ROAD PARALLELING THE TRACK, 1.5 FEET SOUTHWEST OF THE
 KA0610'RIGHT-OF-WAY FENCE, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.
 KA0610'A STANDARD DISK, STAMPED Q 51 1934 AND SET IN THE TOP OF A
 KA0610'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0454 ***********************************************************************
 KA0454  DESIGNATION -  Q 52
 KA0454  PID         -  KA0454
 KA0454  STATE/COUNTY-  IN/MONROE
 KA0454  COUNTRY     -  US
 KA0454  USGS QUAD   -  CLEAR CREEK (2019)
 KA0454
 KA0454                         *CURRENT SURVEY CONTROL
 KA0454  ______________________________________________________________________
 KA0454* NAD 83(1986) POSITION- 39 00 45.     (N) 086 31 54.     (W)   SCALED
 KA0454* NAVD 88 ORTHO HEIGHT -   158.279 (meters)      519.29  (feet) ADJUSTED
 KA0454  ______________________________________________________________________
 KA0454  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 KA0454  DYNAMIC HEIGHT  -        158.182 (meters)      518.97  (feet) COMP
 KA0454  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 KA0454
 KA0454  VERT ORDER      -  SECOND    CLASS 0
 KA0454
 KA0454.The horizontal coordinates were scaled from a map and have
 KA0454.an estimated accuracy of +/- 6 seconds.
 KA0454
 KA0454.The orthometric height was determined by differential leveling and
 KA0454.adjusted by the NATIONAL GEODETIC SURVEY
 KA0454.in June 1991.
 KA0454
 KA0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0454.GEOID18 height accuracy estimate available here.
 KA0454
 KA0454.Click photographs - Photos may exist for this station.
 KA0454
 KA0454.The dynamic height is computed by dividing the NAVD 88
 KA0454.geopotential number by the normal gravity value computed on the
 KA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0454.degrees latitude (g = 980.6199 gals.).
 KA0454
 KA0454.The modeled gravity was interpolated from observed gravity values.
 KA0454
 KA0454;                    North         East    Units  Estimated Accuracy
 KA0454;SPC IN W     -   418,030.      947,780.      MT  (+/- 180 meters Scaled)
 KA0454
 KA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ405182(NAD 83)
 KA0454
 KA0454                          SUPERSEDED SURVEY CONTROL
 KA0454
 KA0454  NGVD 29 (??/??/92)  158.403  (m)          519.69   (f) ADJ UNCH    2 0
 KA0454
 KA0454.Superseded values are not recommended for survey control.
 KA0454
 KA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0454.See file dsdata.pdf to determine how the superseded data were derived.
 KA0454
 KA0454_MARKER: DB = BENCH MARK DISK
 KA0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0454_STAMPING: Q 52 1934
 KA0454_MARK LOGO: CGS
 KA0454_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0454+STABILITY: SURFACE MOTION
 KA0454
 KA0454  HISTORY     - Date     Condition        Report By
 KA0454  HISTORY     - 1934     MONUMENTED       CGS
 KA0454  HISTORY     - 1955     MARK NOT FOUND   CGS
 KA0454
 KA0454                          STATION DESCRIPTION
 KA0454
 KA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KA0454'AT HARRODSBURG.
 KA0454'AT HARRODSBURG, MONROE COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 KA0454'LOUISVILLE RAILWAY, 60 YARDS SOUTH OF THE SOUTH END OF THE
 KA0454'STATION, 20 YARDS NORTHEAST OF A SECTION TOOLHOUSE, 16 YARDS
 KA0454'SOUTH OF A MAIL RACK, 15 FEET EAST OF THE EAST RAIL OF THE
 KA0454'MAIN TRACK, AND 7.5 FEET WEST OF THE WEST RAIL OF A SIDE
 KA0454'TRACK.  A STANDARD DISK, STAMPED Q 52 1934 AND SET IN THE
 KA0454'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0454'NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW
 KA0454'THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0336 ***********************************************************************
 KA0336  DESIGNATION -  Q 53
 KA0336  PID         -  KA0336
 KA0336  STATE/COUNTY-  IN/BARTHOLOMEW
 KA0336  COUNTRY     -  US
 KA0336  USGS QUAD   -  NEW BELLSVILLE (2019)
 KA0336
 KA0336                         *CURRENT SURVEY CONTROL
 KA0336  ______________________________________________________________________
 KA0336* NAD 83(1986) POSITION- 39 11 53.     (N) 086 02 21.     (W)   SCALED
 KA0336* NAVD 88 ORTHO HEIGHT -   202.588 (meters)      664.66  (feet) ADJUSTED
 KA0336  ______________________________________________________________________
 KA0336  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 KA0336  DYNAMIC HEIGHT  -        202.464 (meters)      664.25  (feet) COMP
 KA0336  MODELED GRAVITY -    980,013.3   (mgal)                       NAVD 88
 KA0336
 KA0336  VERT ORDER      -  SECOND    CLASS 0
 KA0336
 KA0336.The horizontal coordinates were scaled from a map and have
 KA0336.an estimated accuracy of +/- 6 seconds.
 KA0336
 KA0336.The orthometric height was determined by differential leveling and
 KA0336.adjusted by the NATIONAL GEODETIC SURVEY
 KA0336.in June 1991.
 KA0336
 KA0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0336.GEOID18 height accuracy estimate available here.
 KA0336
 KA0336.Click photographs - Photos may exist for this station.
 KA0336
 KA0336.The dynamic height is computed by dividing the NAVD 88
 KA0336.geopotential number by the normal gravity value computed on the
 KA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0336.degrees latitude (g = 980.6199 gals.).
 KA0336
 KA0336.The modeled gravity was interpolated from observed gravity values.
 KA0336
 KA0336;                    North         East    Units  Estimated Accuracy
 KA0336;SPC IN E     -   438,550.       67,820.      MT  (+/- 180 meters Scaled)
 KA0336
 KA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ829391(NAD 83)
 KA0336
 KA0336                          SUPERSEDED SURVEY CONTROL
 KA0336
 KA0336  NGVD 29 (??/??/92)  202.713  (m)          665.07   (f) ADJ UNCH    2 0
 KA0336
 KA0336.Superseded values are not recommended for survey control.
 KA0336
 KA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0336.See file dsdata.pdf to determine how the superseded data were derived.
 KA0336
 KA0336_MARKER: DB = BENCH MARK DISK
 KA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0336_STAMPING: Q 53 1934
 KA0336_MARK LOGO: CGS
 KA0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0336+STABILITY: SURFACE MOTION
 KA0336
 KA0336  HISTORY     - Date     Condition        Report By
 KA0336  HISTORY     - 1934     MONUMENTED       CGS
 KA0336  HISTORY     - 1946     POOR             CGS
 KA0336  HISTORY     - 20220913 MARK NOT FOUND   INDOT
 KA0336
 KA0336                          STATION DESCRIPTION
 KA0336
 KA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0336'6.8 MI W FROM COLUMBUS.
 KA0336'6.8 MILES WEST ALONG STATE HIGHWAY 46 FROM THE CROSSING OF THE
 KA0336'PENNSYLVANIA RAILROAD AT COLUMBUS, BARTHOLOMEW COUNTY, ABOUT 100
 KA0336'YARDS WEST OF THE R.D. WILSON STORE AND SERVICE STATION, 40 YARDS
 KA0336'SOUTH OF THE SOUTHWEST CORNER OF THE ONE-ROOM CENTRAL SCHOOL, AT
 KA0336'THE SOUTH EDGE OF THE LAWN IN FRONT OF THE BUILDING, AND 8 YARDS
 KA0336'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0336'Q 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0336'ABOVE GROUND.  NOTE-- THIS MARK HAS HEAVED.
 KA0336
 KA0336                          STATION RECOVERY (2022)
 KA0336
 KA0336'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 KA0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1192 ***********************************************************************
 KA1192  DESIGNATION -  Q 54
 KA1192  PID         -  KA1192
 KA1192  STATE/COUNTY-  IN/SULLIVAN
 KA1192  COUNTRY     -  US
 KA1192  USGS QUAD   -  SULLIVAN (2019)
 KA1192
 KA1192                         *CURRENT SURVEY CONTROL
 KA1192  ______________________________________________________________________
 KA1192* NAD 83(1986) POSITION- 39 02 51.     (N) 087 28 18.     (W)   SCALED
 KA1192* NAVD 88 ORTHO HEIGHT -   161.302 (meters)      529.21  (feet) ADJUSTED
 KA1192  ______________________________________________________________________
 KA1192  GEOID HEIGHT    -        -32.151 (meters)                     GEOID18
 KA1192  DYNAMIC HEIGHT  -        161.206 (meters)      528.89  (feet) COMP
 KA1192  MODELED GRAVITY -    980,032.6   (mgal)                       NAVD 88
 KA1192
 KA1192  VERT ORDER      -  SECOND    CLASS 0
 KA1192
 KA1192.The horizontal coordinates were scaled from a map and have
 KA1192.an estimated accuracy of +/- 6 seconds.
 KA1192
 KA1192.The orthometric height was determined by differential leveling and
 KA1192.adjusted by the NATIONAL GEODETIC SURVEY
 KA1192.in June 1991.
 KA1192
 KA1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1192.GEOID18 height accuracy estimate available here.
 KA1192
 KA1192.Click photographs - Photos may exist for this station.
 KA1192
 KA1192.The dynamic height is computed by dividing the NAVD 88
 KA1192.geopotential number by the normal gravity value computed on the
 KA1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1192.degrees latitude (g = 980.6199 gals.).
 KA1192
 KA1192.The modeled gravity was interpolated from observed gravity values.
 KA1192
 KA1192;                    North         East    Units  Estimated Accuracy
 KA1192;SPC IN W     -   421,840.      866,380.      MT  (+/- 180 meters Scaled)
 KA1192
 KA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ591221(NAD 83)
 KA1192
 KA1192                          SUPERSEDED SURVEY CONTROL
 KA1192
 KA1192  NGVD 29 (??/??/92)  161.446  (m)          529.68   (f) ADJ UNCH    2 0
 KA1192
 KA1192.Superseded values are not recommended for survey control.
 KA1192
 KA1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1192.See file dsdata.pdf to determine how the superseded data were derived.
 KA1192
 KA1192_MARKER: DB = BENCH MARK DISK
 KA1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1192_STAMPING: Q 54 1934
 KA1192_MARK LOGO: CGS
 KA1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1192+STABILITY: SURFACE MOTION
 KA1192
 KA1192  HISTORY     - Date     Condition        Report By
 KA1192  HISTORY     - 1934     MONUMENTED       CGS
 KA1192  HISTORY     - 1945     GOOD             CGS
 KA1192
 KA1192                          STATION DESCRIPTION
 KA1192
 KA1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KA1192'AT NEW LEBANON.
 KA1192'AT NEW LEBANON, SULLIVAN COUNTY, 37 YARDS WEST OF THE WEST END
 KA1192'OF THE ILLINOIS CENTRAL RAILROAD STATION, IN A GRASS PLOT, 12
 KA1192'YARDS NORTHEAST OF A SECTION WORKER HOUSE, 6 YARDS SOUTH OF THE
 KA1192'SOUTH RAIL, 1 YARD NORTH OF A YARD FENCE, AND ABOUT ONE-HALF FOOT
 KA1192'ABOVE THE GROUND.  A STANDARD DISK, STAMPED Q 54 1934 AND SET
 KA1192'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS COVERED WITH
 KA1192'BALLAST.  IN 1944 THE RAILROAD STATION BURNED AND WAS REPLACED WITH
 KA1192'A DIFFERENT TYPE STRUCTURE.  THE SPUR TRACK WAS EXTENDED WEST
 KA1192'AND THE EXTENSION CAME VERY CLOSE TO THE MARK AND THE BALLAST
 KA1192'SHOULDER COVERS IT.  IT IS 175.5 FEET WEST OF THE WEST END OF
 KA1192'THE NEW STATION AND 21.6 FEET SOUTH OF THE CENTERLINE OF THE
 KA1192'MAIN TRACK.  IT WAS SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0413 ***********************************************************************
 JA0413  DESIGNATION -  Q 55
 JA0413  PID         -  JA0413
 JA0413  STATE/COUNTY-  IN/CRAWFORD
 JA0413  COUNTRY     -  US
 JA0413  USGS QUAD   -  BEECHWOOD (2019)
 JA0413
 JA0413                         *CURRENT SURVEY CONTROL
 JA0413  ______________________________________________________________________
 JA0413* NAD 83(1986) POSITION- 38 13 38.     (N) 086 28 15.     (W)   SCALED
 JA0413* NAVD 88 ORTHO HEIGHT -   212.371 (meters)      696.75  (feet) ADJUSTED
 JA0413  ______________________________________________________________________
 JA0413  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 JA0413  DYNAMIC HEIGHT  -        212.221 (meters)      696.26  (feet) COMP
 JA0413  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0413
 JA0413  VERT ORDER      -  FIRST     CLASS II
 JA0413
 JA0413.The horizontal coordinates were scaled from a map and have
 JA0413.an estimated accuracy of +/- 6 seconds.
 JA0413
 JA0413.The orthometric height was determined by differential leveling and
 JA0413.adjusted by the NATIONAL GEODETIC SURVEY
 JA0413.in June 1991.
 JA0413
 JA0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0413.GEOID18 height accuracy estimate available here.
 JA0413
 JA0413.Click photographs - Photos may exist for this station.
 JA0413
 JA0413.The dynamic height is computed by dividing the NAVD 88
 JA0413.geopotential number by the normal gravity value computed on the
 JA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0413.degrees latitude (g = 980.6199 gals.).
 JA0413
 JA0413.The modeled gravity was interpolated from observed gravity values.
 JA0413
 JA0413;                    North         East    Units  Estimated Accuracy
 JA0413;SPC IN W     -   330,890.      953,630.      MT  (+/- 180 meters Scaled)
 JA0413
 JA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH463311(NAD 83)
 JA0413
 JA0413                          SUPERSEDED SURVEY CONTROL
 JA0413
 JA0413  NGVD 29 (??/??/92)  212.474  (m)          697.09   (f) ADJ UNCH    1 2
 JA0413
 JA0413.Superseded values are not recommended for survey control.
 JA0413
 JA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0413.See file dsdata.pdf to determine how the superseded data were derived.
 JA0413
 JA0413_MARKER: DB = BENCH MARK DISK
 JA0413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0413_SP_SET: CULVERT
 JA0413_STAMPING: Q 55 1934
 JA0413_MARK LOGO: CGS
 JA0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0413
 JA0413  HISTORY     - Date     Condition        Report By
 JA0413  HISTORY     - 1934     MONUMENTED       CGS
 JA0413  HISTORY     - 1965     GOOD             CGS
 JA0413
 JA0413                          STATION DESCRIPTION
 JA0413
 JA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0413'AT SULPHUR.
 JA0413'AT SULPHUR, AT THE INTERSECTION OF STATE HIGHWAYS 37 AND 62, 17
 JA0413'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 37, 28 FEET SOUTH
 JA0413'OF THE CENTER LINE OF STATE HIGHWAY 62, SET IN THE TOP AND 2.5
 JA0413'FEET NORTH OF THE SOUTH END OF WEST CONCRETE HEADWALL OF A
 JA0413'CULVERT, 211 FEET NORTH OF THE NORTHEAST CORNER OF A TILE GARAGE,
 JA0413'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS SET IN
 JA0413'A SMALL CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1107 ***********************************************************************
 JA1107  DESIGNATION -  Q 58
 JA1107  PID         -  JA1107
 JA1107  STATE/COUNTY-  IN/SPENCER
 JA1107  COUNTRY     -  US
 JA1107  USGS QUAD   -  CHRISNEY (2019)
 JA1107
 JA1107                         *CURRENT SURVEY CONTROL
 JA1107  ______________________________________________________________________
 JA1107* NAD 83(1986) POSITION- 38 06 25.     (N) 087 00 26.     (W)   SCALED
 JA1107* NAVD 88 ORTHO HEIGHT -   129.822 (meters)      425.92  (feet) POSTED
 JA1107  ______________________________________________________________________
 JA1107  GEOID HEIGHT    -        -31.703 (meters)                     GEOID18
 JA1107  DYNAMIC HEIGHT  -        129.74  (meters)      425.7   (feet) COMP
 JA1107  MODELED GRAVITY -    979,963.2   (mgal)                       NAVD 88
 JA1107
 JA1107  VERT ORDER      -  * POSTED, SEE BELOW
 JA1107
 JA1107.The horizontal coordinates were scaled from a map and have
 JA1107.an estimated accuracy of +/- 6 seconds.
 JA1107
 JA1107.The orthometric height was determined by differential leveling
 JA1107.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1107
 JA1107.* This is a POSTED BENCH MARK height.
 JA1107
 JA1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1107.GEOID18 height accuracy estimate available here.
 JA1107
 JA1107.Click photographs - Photos may exist for this station.
 JA1107
 JA1107.The dynamic height is computed by dividing the NAVD 88
 JA1107.geopotential number by the normal gravity value computed on the
 JA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1107.degrees latitude (g = 980.6199 gals.).
 JA1107
 JA1107.The modeled gravity was interpolated from observed gravity values.
 JA1107
 JA1107;                    North         East    Units  Estimated Accuracy
 JA1107;SPC IN W     -   317,370.      906,680.      MT  (+/- 180 meters Scaled)
 JA1107
 JA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH993176(NAD 83)
 JA1107
 JA1107                          SUPERSEDED SURVEY CONTROL
 JA1107
 JA1107  NGVD 29 (??/??/92)  129.932  (m)          426.29   (f) ADJ UNCH    2 0
 JA1107
 JA1107.Superseded values are not recommended for survey control.
 JA1107
 JA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1107.See file dsdata.pdf to determine how the superseded data were derived.
 JA1107
 JA1107_MARKER: DB = BENCH MARK DISK
 JA1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1107_STAMPING: Q 58 1934
 JA1107_MARK LOGO: CGS
 JA1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1107+STABILITY: SURFACE MOTION
 JA1107
 JA1107  HISTORY     - Date     Condition        Report By
 JA1107  HISTORY     - 1934     MONUMENTED       CGS
 JA1107  HISTORY     - 1934     MARK NOT FOUND   CGS
 JA1107  HISTORY     - 20100723 GOOD             GEOCAC
 JA1107
 JA1107                          STATION DESCRIPTION
 JA1107
 JA1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA1107'1.4 MI S FROM LINCOLN CITY.
 JA1107'1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA1107'LINCOLN CITY, SPENCER COUNTY, 0.3 MILE NORTH OF MILEPOST 32, 78
 JA1107'YARDS SOUTH OF THE STATION AT ROCKPORT JUNCTION, 80 YARDS SOUTH
 JA1107'OF THE CENTER OF A DIRT-ROAD CROSSING, 30.1 FEET NORTHWEST OF A
 JA1107'POLE, 25.4 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER
 JA1107'THAN THE TRACK.  A STANDARD DISK, STAMPED Q 58 1934 AND SET IN
 JA1107'THE TOP OF A CONCRETE POST.
 JA1107
 JA1107                          STATION RECOVERY (2010)
 JA1107
 JA1107'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1107'MARK HAS A FEW SCRATCHES BUT IS IN GOOD CONDITION. IT SITS BETWEEN TWO
 JA1107'RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1267 ***********************************************************************
 JA1267  DESIGNATION -  Q 59
 JA1267  PID         -  JA1267
 JA1267  STATE/COUNTY-  IN/VANDERBURGH
 JA1267  COUNTRY     -  US
 JA1267  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1267
 JA1267                         *CURRENT SURVEY CONTROL
 JA1267  ______________________________________________________________________
 JA1267* NAD 83(1986) POSITION- 38 03 52.     (N) 087 30 32.     (W)   SCALED
 JA1267* NAVD 88 ORTHO HEIGHT -   119.411 (meters)      391.77  (feet) ADJUSTED
 JA1267  ______________________________________________________________________
 JA1267  GEOID HEIGHT    -        -31.212 (meters)                     GEOID18
 JA1267  DYNAMIC HEIGHT  -        119.329 (meters)      391.50  (feet) COMP
 JA1267  MODELED GRAVITY -    979,944.2   (mgal)                       NAVD 88
 JA1267
 JA1267  VERT ORDER      -  SECOND    CLASS 0
 JA1267
 JA1267.The horizontal coordinates were scaled from a map and have
 JA1267.an estimated accuracy of +/- 6 seconds.
 JA1267
 JA1267.The orthometric height was determined by differential leveling and
 JA1267.adjusted by the NATIONAL GEODETIC SURVEY
 JA1267.in June 1991.
 JA1267
 JA1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1267.GEOID18 height accuracy estimate available here.
 JA1267
 JA1267.Click photographs - Photos may exist for this station.
 JA1267
 JA1267.The dynamic height is computed by dividing the NAVD 88
 JA1267.geopotential number by the normal gravity value computed on the
 JA1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1267.degrees latitude (g = 980.6199 gals.).
 JA1267
 JA1267.The modeled gravity was interpolated from observed gravity values.
 JA1267
 JA1267;                    North         East    Units  Estimated Accuracy
 JA1267;SPC IN W     -   312,730.      862,660.      MT  (+/- 180 meters Scaled)
 JA1267
 JA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH553130(NAD 83)
 JA1267
 JA1267                          SUPERSEDED SURVEY CONTROL
 JA1267
 JA1267  NGVD 29 (??/??/92)  119.518  (m)          392.12   (f) ADJ UNCH    2 0
 JA1267
 JA1267.Superseded values are not recommended for survey control.
 JA1267
 JA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1267.See file dsdata.pdf to determine how the superseded data were derived.
 JA1267
 JA1267_MARKER: DB = BENCH MARK DISK
 JA1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1267_STAMPING: Q 59 1934
 JA1267_MARK LOGO: CGS
 JA1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1267+STABILITY: SURFACE MOTION
 JA1267
 JA1267  HISTORY     - Date     Condition        Report By
 JA1267  HISTORY     - 1934     MONUMENTED       CGS
 JA1267  HISTORY     - 1935     GOOD             CGS
 JA1267  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1267  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 JA1267
 JA1267                          STATION DESCRIPTION
 JA1267
 JA1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA1267'2.1 MI SW FROM DAYLIGHT.
 JA1267'2.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JA1267'ST. LOUIS RAILWAY FROM THE STATION AT DAYLIGHT, VANDERBURG
 JA1267'COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST 130, 34.8 FEET NORTHEAST
 JA1267'OF AN 18-INCH MAPLE TREE, IN THE NORTHWEST ANGLE OF A GRAVEL-ROAD
 JA1267'CROSSING, 32.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24.4
 JA1267'FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 JA1267'TRACK.  A STANDARD DISK, STAMPED Q 59 1934 AND SET IN THE TOP
 JA1267'OF A CONCRETE POST.
 JA1267
 JA1267                          STATION RECOVERY (1965)
 JA1267
 JA1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA1267'MARK NOT FOUND.
 JA1267
 JA1267                          STATION RECOVERY (1995)
 JA1267
 JA1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1691 ***********************************************************************
 HZ1691  DESIGNATION -  Q 60
 HZ1691  PID         -  HZ1691
 HZ1691  STATE/COUNTY-  IN/JACKSON
 HZ1691  COUNTRY     -  US
 HZ1691  USGS QUAD   -  SEYMOUR (2019)
 HZ1691
 HZ1691                         *CURRENT SURVEY CONTROL
 HZ1691  ______________________________________________________________________
 HZ1691* NAD 83(1986) POSITION- 38 57 27.     (N) 085 53 16.     (W)   SCALED
 HZ1691* NAVD 88 ORTHO HEIGHT -   184.970 (meters)      606.86  (feet) ADJUSTED
 HZ1691  ______________________________________________________________________
 HZ1691  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 HZ1691  DYNAMIC HEIGHT  -        184.853 (meters)      606.47  (feet) COMP
 HZ1691  MODELED GRAVITY -    979,995.0   (mgal)                       NAVD 88
 HZ1691
 HZ1691  VERT ORDER      -  SECOND    CLASS 0
 HZ1691
 HZ1691.The horizontal coordinates were scaled from a map and have
 HZ1691.an estimated accuracy of +/- 6 seconds.
 HZ1691
 HZ1691.The orthometric height was determined by differential leveling and
 HZ1691.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1691.in June 1991.
 HZ1691
 HZ1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1691.GEOID18 height accuracy estimate available here.
 HZ1691
 HZ1691.Click photographs - Photos may exist for this station.
 HZ1691
 HZ1691.The dynamic height is computed by dividing the NAVD 88
 HZ1691.geopotential number by the normal gravity value computed on the
 HZ1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1691.degrees latitude (g = 980.6199 gals.).
 HZ1691
 HZ1691.The modeled gravity was interpolated from observed gravity values.
 HZ1691
 HZ1691;                    North         East    Units  Estimated Accuracy
 HZ1691;SPC IN E     -   411,800.       80,840.      MT  (+/- 180 meters Scaled)
 HZ1691
 HZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963126(NAD 83)
 HZ1691
 HZ1691                          SUPERSEDED SURVEY CONTROL
 HZ1691
 HZ1691  NGVD 29 (??/??/92)  185.09   (m)          607.2    (f) COMPUTED    2 0
 HZ1691
 HZ1691.Superseded values are not recommended for survey control.
 HZ1691
 HZ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1691.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1691
 HZ1691_MARKER: DB = BENCH MARK DISK
 HZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1691_STAMPING: Q 60 1934
 HZ1691_MARK LOGO: CGS
 HZ1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1691+STABILITY: SURFACE MOTION
 HZ1691
 HZ1691  HISTORY     - Date     Condition        Report By
 HZ1691  HISTORY     - 1934     MONUMENTED       CGS
 HZ1691
 HZ1691                          STATION DESCRIPTION
 HZ1691
 HZ1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1691'AT SEYMOUR.
 HZ1691'AT SEYMOUR, JACKSON COUNTY, ON THE PENNSYLVANIA RAILROAD, 37.1
 HZ1691'FEET SOUTH OF THE SOUTH END OF THE STATION, 3.5 FEET SOUTH OF
 HZ1691'MILEPOST 59, AT THE SOUTHEAST CORNER OF A FLOWER PLOT, AT A STREET
 HZ1691'CROSSING, 17.8 FEET WEST OF THE WEST RAIL, AND 6 FEET NORTH OF
 HZ1691'THE NORTH CURB OF TIPTON STREET.  A STANDARD DISK, STAMPED Q 60
 HZ1691'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HZ1691'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1692 ***********************************************************************
 HZ1692  DESIGNATION -  Q 60 RESET
 HZ1692  PID         -  HZ1692
 HZ1692  STATE/COUNTY-  IN/JACKSON
 HZ1692  COUNTRY     -  US
 HZ1692  USGS QUAD   -  SEYMOUR (2019)
 HZ1692
 HZ1692                         *CURRENT SURVEY CONTROL
 HZ1692  ______________________________________________________________________
 HZ1692* NAD 83(1986) POSITION- 38 57 27.     (N) 085 53 16.     (W)   SCALED
 HZ1692* NAVD 88 ORTHO HEIGHT -   184.86  (meters)      606.5   (feet) RESET
 HZ1692  ______________________________________________________________________
 HZ1692  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 HZ1692  VERT ORDER      -  THIRD
 HZ1692
 HZ1692.The horizontal coordinates were scaled from a map and have
 HZ1692.an estimated accuracy of +/- 6 seconds.
 HZ1692
 HZ1692.The orthometric height was computed from unverified reset data.
 HZ1692
 HZ1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1692.GEOID18 height accuracy estimate available here.
 HZ1692
 HZ1692.Click photographs - Photos may exist for this station.
 HZ1692
 HZ1692;                    North         East    Units  Estimated Accuracy
 HZ1692;SPC IN E     -   411,800.       80,840.      MT  (+/- 180 meters Scaled)
 HZ1692
 HZ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963126(NAD 83)
 HZ1692
 HZ1692                          SUPERSEDED SURVEY CONTROL
 HZ1692
 HZ1692.No superseded survey control is available for this station.
 HZ1692
 HZ1692_MARKER: DB = BENCH MARK DISK
 HZ1692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1692_SP_SET: PLATFORM
 HZ1692_STAMPING: Q 60 RESET 1959
 HZ1692_MARK LOGO: CGS
 HZ1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1692
 HZ1692  HISTORY     - Date     Condition        Report By
 HZ1692  HISTORY     - 1959     MONUMENTED       USGS
 HZ1692
 HZ1692                          STATION DESCRIPTION
 HZ1692
 HZ1692'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HZ1692'AT SEYMOUR.
 HZ1692'AT SEYMOUR, JACKSON COUNTY, ON THE PENNSYLVANIA RAILROAD, 5 FEET
 HZ1692'NORTH OF THE SOUTHEAST CORNER OF THE PENNSYLVANIA DEPOT, 0.75
 HZ1692'FEET EAST OF THE DEPOT, 16.9 FEET WEST OF THE WEST RAIL OF THE
 HZ1692'MAIN LINE, SET FLUSH WITH THE PLATFORM, IN THE CONCRETE AROUND
 HZ1692'THE DEPOT.  A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1690 ***********************************************************************
 HZ1690  DESIGNATION -  Q 60 X
 HZ1690  PID         -  HZ1690
 HZ1690  STATE/COUNTY-  IN/JACKSON
 HZ1690  COUNTRY     -  US
 HZ1690  USGS QUAD   -  CHESTNUT RIDGE (2019)
 HZ1690
 HZ1690                         *CURRENT SURVEY CONTROL
 HZ1690  ______________________________________________________________________
 HZ1690* NAD 83(1986) POSITION- 38 55 37.     (N) 085 52 17.     (W)   SCALED
 HZ1690* NAVD 88 ORTHO HEIGHT -   177.384 (meters)      581.97  (feet) ADJUSTED
 HZ1690  ______________________________________________________________________
 HZ1690  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 HZ1690  DYNAMIC HEIGHT  -        177.271 (meters)      581.60  (feet) COMP
 HZ1690  MODELED GRAVITY -    979,991.4   (mgal)                       NAVD 88
 HZ1690
 HZ1690  VERT ORDER      -  SECOND    CLASS 0
 HZ1690
 HZ1690.The horizontal coordinates were scaled from a map and have
 HZ1690.an estimated accuracy of +/- 6 seconds.
 HZ1690
 HZ1690.The orthometric height was determined by differential leveling and
 HZ1690.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1690.in June 1991.
 HZ1690
 HZ1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1690.GEOID18 height accuracy estimate available here.
 HZ1690
 HZ1690.Click photographs - Photos may exist for this station.
 HZ1690
 HZ1690.The dynamic height is computed by dividing the NAVD 88
 HZ1690.geopotential number by the normal gravity value computed on the
 HZ1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1690.degrees latitude (g = 980.6199 gals.).
 HZ1690
 HZ1690.The modeled gravity was interpolated from observed gravity values.
 HZ1690
 HZ1690;                    North         East    Units  Estimated Accuracy
 HZ1690;SPC IN E     -   408,410.       82,250.      MT  (+/- 180 meters Scaled)
 HZ1690
 HZ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ978092(NAD 83)
 HZ1690
 HZ1690                          SUPERSEDED SURVEY CONTROL
 HZ1690
 HZ1690  NGVD 29 (??/??/92)  177.504  (m)          582.36   (f) ADJ UNCH    2 0
 HZ1690
 HZ1690.Superseded values are not recommended for survey control.
 HZ1690
 HZ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1690.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1690
 HZ1690_MARKER: DB = BENCH MARK DISK
 HZ1690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1690_SP_SET: ABUTMENT
 HZ1690_STAMPING: Q 60 X 1934
 HZ1690_MARK LOGO: CGS
 HZ1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1690+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2010
 HZ1690
 HZ1690  HISTORY     - Date     Condition        Report By
 HZ1690  HISTORY     - 1934     MONUMENTED       CGS
 HZ1690  HISTORY     - 20030915 GOOD             INDIV
 HZ1690  HISTORY     - 20100316 GOOD             AEROME
 HZ1690
 HZ1690                          STATION DESCRIPTION
 HZ1690
 HZ1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1690'2.3 MI S FROM SEYMOUR.
 HZ1690'2.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1690'STATION AT SEYMOUR, JACKSON COUNTY, 0.3 MILE SOUTH OF MILEPOST
 HZ1690'61, AT A DIRTROAD CROSSING, 6 RAILS NORTH OF THE CENTERLINE OF
 HZ1690'THE ROAD, 9.5 FEET EAST OF THE EAST RAIL, AT BRIDGE NO. 61/30,
 HZ1690'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 2.7 FEET
 HZ1690'SOUTH OF THE NORTH END OF THE ABUTMENT, AND ABOUT 1-1/2 FEET
 HZ1690'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 60 X 1934.
 HZ1690
 HZ1690                          STATION RECOVERY (2003)
 HZ1690
 HZ1690'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 HZ1690'THE DIRT ROAD CROSSING IS NOW PAVED, AND THE STATION IS ABOUT 0.8 M
 HZ1690'(2.5 FT) LOWER THAN THE TRACK.  THE DISK IS CURRENTLY STABLE BUT THE
 HZ1690'CONCRETE HEADWALL IS DETERIORATING AND THE DISK MAY COME LOOSE IN THE
 HZ1690'FUTURE.
 HZ1690
 HZ1690                          STATION RECOVERY (2010)
 HZ1690
 HZ1690'RECOVERY NOTE BY AERO METRIC INC 2010
 HZ1690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0044 ***********************************************************************
 KA0044  DESIGNATION -  Q 61
 KA0044  PID         -  KA0044
 KA0044  STATE/COUNTY-  IN/MORGAN
 KA0044  COUNTRY     -  US
 KA0044  USGS QUAD   -  PLAINFIELD (2019)
 KA0044
 KA0044                         *CURRENT SURVEY CONTROL
 KA0044  ______________________________________________________________________
 KA0044* NAD 83(1986) POSITION- 39 37 31.0    (N) 086 23 03.8    (W)   HD_HELD2
 KA0044* NAVD 88 ORTHO HEIGHT -   207.370 (meters)      680.35  (feet) ADJUSTED
 KA0044  ______________________________________________________________________
 KA0044  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KA0044  DYNAMIC HEIGHT  -        207.258 (meters)      679.98  (feet) COMP
 KA0044  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 KA0044
 KA0044  VERT ORDER      -  SECOND    CLASS 0
 KA0044
 KA0044.The horizontal coordinates were established by autonomous hand held GPS
 KA0044.observations and have an estimated accuracy of +/- 10 meters.
 KA0044
 KA0044.The orthometric height was determined by differential leveling and
 KA0044.adjusted by the NATIONAL GEODETIC SURVEY
 KA0044.in June 1991.
 KA0044
 KA0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0044.GEOID18 height accuracy estimate available here.
 KA0044
 KA0044.Click photographs - Photos may exist for this station.
 KA0044
 KA0044.The dynamic height is computed by dividing the NAVD 88
 KA0044.geopotential number by the normal gravity value computed on the
 KA0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0044.degrees latitude (g = 980.6199 gals.).
 KA0044
 KA0044.The modeled gravity was interpolated from observed gravity values.
 KA0044
 KA0044;                    North         East    Units  Estimated Accuracy
 KA0044;SPC IN W     -   486,147.      960,009.      MT  (+/- 10 meters HH2 GPS)
 KA0044
 KA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5283486349(NAD 83)
 KA0044
 KA0044                          SUPERSEDED SURVEY CONTROL
 KA0044
 KA0044  NGVD 29 (??/??/92)  207.494  (m)          680.75   (f) ADJ UNCH    2 0
 KA0044
 KA0044.Superseded values are not recommended for survey control.
 KA0044
 KA0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0044.See file dsdata.pdf to determine how the superseded data were derived.
 KA0044
 KA0044_MARKER: DB = BENCH MARK DISK
 KA0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0044_SP_SET: BRIDGE
 KA0044_STAMPING: Q 61 1946
 KA0044_MARK LOGO: CGS
 KA0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0044
 KA0044  HISTORY     - Date     Condition        Report By
 KA0044  HISTORY     - 1946     MONUMENTED       CGS
 KA0044  HISTORY     - 1978     GOOD             LOCSUR
 KA0044
 KA0044                          STATION DESCRIPTION
 KA0044
 KA0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0044'1.2 MI N FROM MOORESVILLE.
 KA0044'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE POST OFFICE
 KA0044'AT MOORESVILLE, ABOUT 0.45 MILES SOUTH OF THE HENDRICKS-MORGAN
 KA0044'COUNTY LINE, ABOUT 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KA0044'FRAME HOUSE WITH A BRICK PORCH, SET IN THE TOP OF THE WEST END OF
 KA0044'THE SOUTHEAST WING WALL OF A 12 FOOT CONCRETE HIGHWAY BRIDGE, 27
 KA0044'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 KA0044'A STANDARD DISK, STAMPED Q 61 1946.
 KA0044
 KA0044                          STATION RECOVERY (1978)
 KA0044
 KA0044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0629 ***********************************************************************
 KA0629  DESIGNATION -  Q 62
 KA0629  PID         -  KA0629
 KA0629  STATE/COUNTY-  IN/HENDRICKS
 KA0629  COUNTRY     -  US
 KA0629  USGS QUAD   -  COATESVILLE (2019)
 KA0629
 KA0629                         *CURRENT SURVEY CONTROL
 KA0629  ______________________________________________________________________
 KA0629* NAD 83(2011) POSITION- 39 38 21.84280(N) 086 37 47.30578(W)   ADJUSTED
 KA0629* NAD 83(2011) ELLIP HT-   209.307 (meters)        (02/22/23)   ADJUSTED
 KA0629* NAD 83(2011) EPOCH   -  2010.00
 KA0629* NAVD 88 ORTHO HEIGHT -   242.236 (meters)      794.74  (feet) ADJUSTED
 KA0629  ______________________________________________________________________
 KA0629  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 KA0629  NAD 83(2011) X  -    289,144.559 (meters)                     COMP
 KA0629  NAD 83(2011) Y  - -4,910,001.537 (meters)                     COMP
 KA0629  NAD 83(2011) Z  -  4,047,367.619 (meters)                     COMP
 KA0629  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 KA0629  DYNAMIC HEIGHT  -        242.100 (meters)      794.29  (feet) COMP
 KA0629  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 KA0629
 KA0629  VERT ORDER      -  FIRST     CLASS II
 KA0629
 KA0629  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0629  Standards:
 KA0629         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0629            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0629  -------------------------------------------------------------------
 KA0629  NETWORK    0.95   1.72           0.41   0.36   0.88      0.11993897
 KA0629  -------------------------------------------------------------------
 KA0629  Click here for local accuracies and other accuracy information.
 KA0629
 KA0629.The horizontal coordinates were established by GPS observations
 KA0629.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0629
 KA0629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0629.been affixed to the stable North American tectonic plate. See 
 KA0629.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0629
 KA0629.The horizontal coordinates are valid at the epoch date displayed above
 KA0629.which is a decimal equivalence of Year/Month/Day.
 KA0629
 KA0629.The orthometric height was determined by differential leveling and
 KA0629.adjusted by the NATIONAL GEODETIC SURVEY
 KA0629.in June 1991.
 KA0629
 KA0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0629.GEOID18 height accuracy estimate available here.
 KA0629
 KA0629.Click photographs - Photos may exist for this station.
 KA0629
 KA0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0629
 KA0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0629
 KA0629.The ellipsoidal height was determined by GPS observations
 KA0629.and is referenced to NAD 83.
 KA0629
 KA0629.The dynamic height is computed by dividing the NAVD 88
 KA0629.geopotential number by the normal gravity value computed on the
 KA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0629.degrees latitude (g = 980.6199 gals.).
 KA0629
 KA0629.The modeled gravity was interpolated from observed gravity values.
 KA0629
 KA0629. The following values were computed from the NAD 83(2011) position.
 KA0629
 KA0629;                    North         East     Units Scale Factor Converg.
 KA0629;SPC IN W     -   487,579.512   938,930.075   MT  0.99998532   +0 17 21.6
 KA0629;SPC IN W     - 1,599,667.12  3,080,473.09   sFT  0.99998532   +0 17 21.6
 KA0629;UTM  16      - 4,387,800.947   531,765.181   MT  0.99961242   +0 14 10.2
 KA0629
 KA0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0629!SPC IN W     -   0.99996716  x   0.99998532  =   0.99995248
 KA0629!UTM  16      -   0.99996716  x   0.99961242  =   0.99957960
 KA0629
 KA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3176587800(NAD 83)
 KA0629
 KA0629                          SUPERSEDED SURVEY CONTROL
 KA0629
 KA0629  NGVD 29 (??/??/92)  242.328  (m)          795.04   (f) ADJ UNCH    1 2
 KA0629
 KA0629.Superseded values are not recommended for survey control.
 KA0629
 KA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0629.See file dsdata.pdf to determine how the superseded data were derived.
 KA0629
 KA0629_MARKER: DB = BENCH MARK DISK
 KA0629_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0629_SP_SET: HEADWALL
 KA0629_STAMPING: Q 62 1946
 KA0629_MARK LOGO: CGS
 KA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0629+STABILITY: SURFACE MOTION
 KA0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0629+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0629
 KA0629  HISTORY     - Date     Condition        Report By
 KA0629  HISTORY     - 1946     MONUMENTED       CGS
 KA0629  HISTORY     - 1985     GOOD             NGS
 KA0629  HISTORY     - 20110714 GOOD             GEOCAC
 KA0629  HISTORY     - 20230206 GOOD             INDOT
 KA0629
 KA0629                          STATION DESCRIPTION
 KA0629
 KA0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0629'AT STILESVILLE.
 KA0629'AT STILESVILLE, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 40 FROM
 KA0629'THE POST OFFICE, AT THE SECOND STREET CROSSING EAST OF THE POST
 KA0629'OFFICE, SET IN THE EAST END OF THE SOUTH HEAD WALL OF A 6 FOOT
 KA0629'CONCRETE CULVERT, 32 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0629'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF
 KA0629'THE NORTH-SOUTH STREET.  A STANDARD DISK, STAMPED Q 62 1946.
 KA0629
 KA0629                          STATION RECOVERY (1985)
 KA0629
 KA0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0629'RECOVERED IN GOOD CONDITION.
 KA0629
 KA0629                          STATION RECOVERY (2011)
 KA0629
 KA0629'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0629'THE CONCRETE HEADWALL IS DETERIORATING.
 KA0629
 KA0629                          STATION RECOVERY (2023)
 KA0629
 KA0629'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0629'THE MARK IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF US40 AND
 KA0629'HARRISON STREET.  THE MARK IS 16 FT (4.9 M) WEST OF THE CENTERLINE OF
 KA0629'HARRISON STREET AND IS 16.5 FT (5.0 M) SOUTHEAST FROM A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0695 ***********************************************************************
 KA0695  DESIGNATION -  Q 63
 KA0695  PID         -  KA0695
 KA0695  STATE/COUNTY-  IN/MORGAN
 KA0695  COUNTRY     -  US
 KA0695  USGS QUAD   -  HALL (2019)
 KA0695
 KA0695                         *CURRENT SURVEY CONTROL
 KA0695  ______________________________________________________________________
 KA0695* NAD 83(1986) POSITION- 39 33 53.     (N) 086 36 47.     (W)   SCALED
 KA0695* NAVD 88 ORTHO HEIGHT -   230.239 (meters)      755.38  (feet) ADJUSTED
 KA0695  ______________________________________________________________________
 KA0695  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KA0695  DYNAMIC HEIGHT  -        230.109 (meters)      754.95  (feet) COMP
 KA0695  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 KA0695
 KA0695  VERT ORDER      -  SECOND    CLASS 0
 KA0695
 KA0695.The horizontal coordinates were scaled from a map and have
 KA0695.an estimated accuracy of +/- 6 seconds.
 KA0695
 KA0695.The orthometric height was determined by differential leveling and
 KA0695.adjusted by the NATIONAL GEODETIC SURVEY
 KA0695.in June 1991.
 KA0695
 KA0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0695.GEOID18 height accuracy estimate available here.
 KA0695
 KA0695.Click photographs - Photos may exist for this station.
 KA0695
 KA0695.The dynamic height is computed by dividing the NAVD 88
 KA0695.geopotential number by the normal gravity value computed on the
 KA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0695.degrees latitude (g = 980.6199 gals.).
 KA0695
 KA0695.The modeled gravity was interpolated from observed gravity values.
 KA0695
 KA0695;                    North         East    Units  Estimated Accuracy
 KA0695;SPC IN W     -   479,300.      940,410.      MT  (+/- 180 meters Scaled)
 KA0695
 KA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ332795(NAD 83)
 KA0695
 KA0695                          SUPERSEDED SURVEY CONTROL
 KA0695
 KA0695  NGVD 29 (??/??/92)  230.354  (m)          755.75   (f) ADJ UNCH    2 0
 KA0695
 KA0695.Superseded values are not recommended for survey control.
 KA0695
 KA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0695.See file dsdata.pdf to determine how the superseded data were derived.
 KA0695
 KA0695_MARKER: DB = BENCH MARK DISK
 KA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0695_STAMPING: Q 63 1946
 KA0695_MARK LOGO: CGS
 KA0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0695+STABILITY: SURFACE MOTION
 KA0695
 KA0695  HISTORY     - Date     Condition        Report By
 KA0695  HISTORY     - 1946     MONUMENTED       CGS
 KA0695  HISTORY     - 20110525 MARK NOT FOUND   GEOCAC
 KA0695
 KA0695                          STATION DESCRIPTION
 KA0695
 KA0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0695'1 MI E FROM LITTLE POINT.
 KA0695'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 42 FROM THE LITTLE POINT
 KA0695'STORE AT LITTLE POINT, AT A CROSS ROAD, SET IN THE NORTHEAST
 KA0695'QUARTER OF THE CROSS ROAD, 36 FEET NORTHEAST OF AND ACROSS THE
 KA0695'ROAD FROM A POWER POLE, 33 FEET NORTH OF AND ABOUT 1 FOOT ABOVE
 KA0695'THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE NORTH-SOUTH
 KA0695'ROAD, 13 FEET NORTH OF A FENCE CORNER, 1.3 FEET WEST OF THE
 KA0695'FENCE LINE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA0695'A STANDARD DISK, STAMPED Q 63 1946 AND SET IN THE TOP OF A
 KA0695'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 KA0695
 KA0695                          STATION RECOVERY (2011)
 KA0695
 KA0695'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0695'NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0131 ***********************************************************************
 KA0131  DESIGNATION -  Q 64
 KA0131  PID         -  KA0131
 KA0131  STATE/COUNTY-  IN/MARION
 KA0131  COUNTRY     -  US
 KA0131  USGS QUAD   -  MAYWOOD (2019)
 KA0131
 KA0131                         *CURRENT SURVEY CONTROL
 KA0131  ______________________________________________________________________
 KA0131* NAD 83(1986) POSITION- 39 44 11.     (N) 086 11 48.     (W)   SCALED
 KA0131* NAVD 88 ORTHO HEIGHT -   211.527 (meters)      693.98  (feet) ADJUSTED
 KA0131  ______________________________________________________________________
 KA0131  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 KA0131  DYNAMIC HEIGHT  -        211.411 (meters)      693.60  (feet) COMP
 KA0131  MODELED GRAVITY -    980,075.3   (mgal)                       NAVD 88
 KA0131
 KA0131  VERT ORDER      -  SECOND    CLASS 0
 KA0131
 KA0131.The horizontal coordinates were scaled from a map and have
 KA0131.an estimated accuracy of +/- 6 seconds.
 KA0131
 KA0131.The orthometric height was determined by differential leveling and
 KA0131.adjusted by the NATIONAL GEODETIC SURVEY
 KA0131.in June 1991.
 KA0131
 KA0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0131.GEOID18 height accuracy estimate available here.
 KA0131
 KA0131.Click photographs - Photos may exist for this station.
 KA0131
 KA0131.The dynamic height is computed by dividing the NAVD 88
 KA0131.geopotential number by the normal gravity value computed on the
 KA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0131.degrees latitude (g = 980.6199 gals.).
 KA0131
 KA0131.The modeled gravity was interpolated from observed gravity values.
 KA0131
 KA0131;                    North         East    Units  Estimated Accuracy
 KA0131;SPC IN E     -   498,380.       54,570.      MT  (+/- 180 meters Scaled)
 KA0131
 KA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ688988(NAD 83)
 KA0131
 KA0131                          SUPERSEDED SURVEY CONTROL
 KA0131
 KA0131  NGVD 29 (??/??/92)  211.665  (m)          694.44   (f) ADJ UNCH    2 0
 KA0131
 KA0131.Superseded values are not recommended for survey control.
 KA0131
 KA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0131.See file dsdata.pdf to determine how the superseded data were derived.
 KA0131
 KA0131_MARKER: DB = BENCH MARK DISK
 KA0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0131_SP_SET: BRIDGE
 KA0131_STAMPING: Q 64 1946
 KA0131_MARK LOGO: CGS
 KA0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0131+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 KA0131
 KA0131  HISTORY     - Date     Condition        Report By
 KA0131  HISTORY     - 1946     MONUMENTED       CGS
 KA0131  HISTORY     - 1976     GOOD             LOCSUR
 KA0131  HISTORY     - 20010507 GOOD             JCLS
 KA0131
 KA0131                          STATION DESCRIPTION
 KA0131
 KA0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0131'AT INDIANAPOLIS.
 KA0131'AT INDIANAPOLIS, ALONG KENTUCKY AVENUE AND STATE HIGHWAY 67, AT
 KA0131'THE SOUTHWEST EDGE OF TOWN AND THE CITY LIMITS, SET IN THE TOP
 KA0131'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE RAILING OF A
 KA0131'CONCRETE ARCH BRIDGE OVER EAGLE CREEK, AT THE JUNCTION WITH
 KA0131'BELMONT AVENUE, ABOUT 4 FEET HIGHER THAN THE BRIDGE FLOOR.  A
 KA0131'STANDARD DISK, STAMPED Q 64 1946.
 KA0131
 KA0131                          STATION RECOVERY (1976)
 KA0131
 KA0131'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0131'RECOVERED IN GOOD CONDITION.
 KA0131
 KA0131                          STATION RECOVERY (2001)
 KA0131
 KA0131'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KA0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0547 ***********************************************************************
 KA0547  DESIGNATION -  Q 65
 KA0547  PID         -  KA0547
 KA0547  STATE/COUNTY-  IN/MORGAN
 KA0547  COUNTRY     -  US
 KA0547  USGS QUAD   -  PARAGON (2019)
 KA0547
 KA0547                         *CURRENT SURVEY CONTROL
 KA0547  ______________________________________________________________________
 KA0547* NAD 83(1986) POSITION- 39 27 46.     (N) 086 32 54.     (W)   SCALED
 KA0547* NAVD 88 ORTHO HEIGHT -   254.828 (meters)      836.05  (feet) ADJUSTED
 KA0547  ______________________________________________________________________
 KA0547  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KA0547  DYNAMIC HEIGHT  -        254.682 (meters)      835.57  (feet) COMP
 KA0547  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 KA0547
 KA0547  VERT ORDER      -  SECOND    CLASS 0
 KA0547
 KA0547.The horizontal coordinates were scaled from a map and have
 KA0547.an estimated accuracy of +/- 6 seconds.
 KA0547
 KA0547.The orthometric height was determined by differential leveling and
 KA0547.adjusted by the NATIONAL GEODETIC SURVEY
 KA0547.in June 1991.
 KA0547
 KA0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0547.GEOID18 height accuracy estimate available here.
 KA0547
 KA0547.Click photographs - Photos may exist for this station.
 KA0547
 KA0547.The dynamic height is computed by dividing the NAVD 88
 KA0547.geopotential number by the normal gravity value computed on the
 KA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0547.degrees latitude (g = 980.6199 gals.).
 KA0547
 KA0547.The modeled gravity was interpolated from observed gravity values.
 KA0547
 KA0547;                    North         East    Units  Estimated Accuracy
 KA0547;SPC IN W     -   468,010.      946,040.      MT  (+/- 180 meters Scaled)
 KA0547
 KA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388682(NAD 83)
 KA0547
 KA0547                          SUPERSEDED SURVEY CONTROL
 KA0547
 KA0547  NGVD 29 (??/??/92)  254.949  (m)          836.45   (f) ADJ UNCH    2 0
 KA0547
 KA0547.Superseded values are not recommended for survey control.
 KA0547
 KA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0547.See file dsdata.pdf to determine how the superseded data were derived.
 KA0547
 KA0547_MARKER: DB = BENCH MARK DISK
 KA0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0547_STAMPING: Q 65 1946
 KA0547_MARK LOGO: CGS
 KA0547_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0547+STABILITY: SURFACE MOTION
 KA0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0547+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 KA0547
 KA0547  HISTORY     - Date     Condition        Report By
 KA0547  HISTORY     - 1946     MONUMENTED       CGS
 KA0547  HISTORY     - 20230307 POOR             INDOT
 KA0547
 KA0547                          STATION DESCRIPTION
 KA0547
 KA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0547'2.1 MI SE FROM WAKELAND.
 KA0547'2.1 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO MARTINSVILLE
 KA0547'FROM THE CROSS ROADS AT WAKELAND, 0.1 MILE NORTH OF THE OLD
 KA0547'RAVINA MANSION, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 KA0547'108 FEET EAST OF THE SOUTHEAST LEG OF A PIPE WATER TOWER TANK, 16
 KA0547'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE, 45 FEET
 KA0547'NORTHEAST OF A GROUP OF THREE MAIL BOXES, 1 1/2 FEET SOUTHWEST OF
 KA0547'A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET HIGHER THAN ROAD
 KA0547'LEVEL.  A STANDARD DISK, STAMPED Q 65 1946 AND SET IN THE TOP OF
 KA0547'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0547
 KA0547                          STATION RECOVERY (2023)
 KA0547
 KA0547'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0547'DISK HAS BEEN DESTROYED ON TOP OF CONCRETE MONUMENT1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1075 ***********************************************************************
 KA1075  DESIGNATION -  Q 66
 KA1075  PID         -  KA1075
 KA1075  STATE/COUNTY-  IN/VIGO
 KA1075  COUNTRY     -  US
 KA1075  USGS QUAD   -  SEELYVILLE (2019)
 KA1075
 KA1075                         *CURRENT SURVEY CONTROL
 KA1075  ______________________________________________________________________
 KA1075* NAD 83(1986) POSITION- 39 28 28.     (N) 087 21 27.     (W)   SCALED
 KA1075* NAVD 88 ORTHO HEIGHT -   156.389 (meters)      513.09  (feet) ADJUSTED
 KA1075  ______________________________________________________________________
 KA1075  GEOID HEIGHT    -        -32.781 (meters)                     GEOID18
 KA1075  DYNAMIC HEIGHT  -        156.300 (meters)      512.79  (feet) COMP
 KA1075  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 KA1075
 KA1075  VERT ORDER      -  FIRST     CLASS II
 KA1075
 KA1075.The horizontal coordinates were scaled from a map and have
 KA1075.an estimated accuracy of +/- 6 seconds.
 KA1075
 KA1075.The orthometric height was determined by differential leveling and
 KA1075.adjusted by the NATIONAL GEODETIC SURVEY
 KA1075.in June 1991.
 KA1075
 KA1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1075.GEOID18 height accuracy estimate available here.
 KA1075
 KA1075.Click photographs - Photos may exist for this station.
 KA1075
 KA1075.The dynamic height is computed by dividing the NAVD 88
 KA1075.geopotential number by the normal gravity value computed on the
 KA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1075.degrees latitude (g = 980.6199 gals.).
 KA1075
 KA1075.The modeled gravity was interpolated from observed gravity values.
 KA1075
 KA1075;                    North         East    Units  Estimated Accuracy
 KA1075;SPC IN W     -   469,200.      876,410.      MT  (+/- 180 meters Scaled)
 KA1075
 KA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ692694(NAD 83)
 KA1075
 KA1075                          SUPERSEDED SURVEY CONTROL
 KA1075
 KA1075  NGVD 29 (??/??/92)  156.516  (m)          513.50   (f) ADJ UNCH    1 2
 KA1075
 KA1075.Superseded values are not recommended for survey control.
 KA1075
 KA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1075.See file dsdata.pdf to determine how the superseded data were derived.
 KA1075
 KA1075_MARKER: DB = BENCH MARK DISK
 KA1075_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1075_SP_SET: PIER
 KA1075_STAMPING: Q 66 1946
 KA1075_MARK LOGO: CGS
 KA1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1075+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 KA1075
 KA1075  HISTORY     - Date     Condition        Report By
 KA1075  HISTORY     - 1946     MONUMENTED       CGS
 KA1075  HISTORY     - 1985     GOOD             NGS
 KA1075  HISTORY     - 19900428 POOR             USPSQD
 KA1075  HISTORY     - 20161019 GOOD             PICI
 KA1075
 KA1075                          STATION DESCRIPTION
 KA1075
 KA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1075'3.1 MI E FROM TERRE HAUTE.
 KA1075'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COURT HOUSE
 KA1075'AT TERRE HAUTE, AT THE MILWAUKEE RAILROAD OVERPASS, SET IN THE
 KA1075'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 KA1075'NORTHEAST PIER OF THE OVERPASS, 24 FEET NORTH OF AND ABOUT 1.5
 KA1075'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA1075'STAMPED Q 66 1946.
 KA1075
 KA1075                          STATION RECOVERY (1985)
 KA1075
 KA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1075'RECOVERED IN GOOD CONDITION.
 KA1075
 KA1075                          STATION RECOVERY (1990)
 KA1075
 KA1075'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1075'MARK RECOVERED IN POOR CONDITION.
 KA1075
 KA1075                          STATION RECOVERY (2016)
 KA1075
 KA1075'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2016 (ER)
 KA1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0510 ***********************************************************************
 KA0510  DESIGNATION -  Q 67
 KA0510  PID         -  KA0510
 KA0510  STATE/COUNTY-  IN/OWEN
 KA0510  COUNTRY     -  US
 KA0510  USGS QUAD   -  PATRICKSBURG (2019)
 KA0510
 KA0510                         *CURRENT SURVEY CONTROL
 KA0510  ______________________________________________________________________
 KA0510* NAD 83(1986) POSITION- 39 18 45.     (N) 086 58 04.     (W)   SCALED
 KA0510* NAVD 88 ORTHO HEIGHT -   207.584 (meters)      681.05  (feet) ADJUSTED
 KA0510  ______________________________________________________________________
 KA0510  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KA0510  DYNAMIC HEIGHT  -        207.462 (meters)      680.65  (feet) COMP
 KA0510  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 KA0510
 KA0510  VERT ORDER      -  SECOND    CLASS 0
 KA0510
 KA0510.The horizontal coordinates were scaled from a map and have
 KA0510.an estimated accuracy of +/- 6 seconds.
 KA0510
 KA0510.The orthometric height was determined by differential leveling and
 KA0510.adjusted by the NATIONAL GEODETIC SURVEY
 KA0510.in June 1991.
 KA0510
 KA0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0510.GEOID18 height accuracy estimate available here.
 KA0510
 KA0510.Click photographs - Photos may exist for this station.
 KA0510
 KA0510.The dynamic height is computed by dividing the NAVD 88
 KA0510.geopotential number by the normal gravity value computed on the
 KA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0510.degrees latitude (g = 980.6199 gals.).
 KA0510
 KA0510.The modeled gravity was interpolated from observed gravity values.
 KA0510
 KA0510;                    North         East    Units  Estimated Accuracy
 KA0510;SPC IN W     -   451,200.      909,970.      MT  (+/- 180 meters Scaled)
 KA0510
 KA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ027514(NAD 83)
 KA0510
 KA0510                          SUPERSEDED SURVEY CONTROL
 KA0510
 KA0510  NGVD 29 (??/??/92)  207.702  (m)          681.44   (f) ADJ UNCH    2 0
 KA0510
 KA0510.Superseded values are not recommended for survey control.
 KA0510
 KA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0510.See file dsdata.pdf to determine how the superseded data were derived.
 KA0510
 KA0510_MARKER: DB = BENCH MARK DISK
 KA0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0510_STAMPING: Q 67 1946
 KA0510_MARK LOGO: CGS
 KA0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0510+STABILITY: SURFACE MOTION
 KA0510
 KA0510  HISTORY     - Date     Condition        Report By
 KA0510  HISTORY     - 1946     MONUMENTED       CGS
 KA0510  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA0510  HISTORY     - 20080407 POOR             INDIV
 KA0510
 KA0510                          STATION DESCRIPTION
 KA0510
 KA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0510'0.9 MI W FROM PATRICKSBURG.
 KA0510'0.9 MILE WEST ALONG STATE HIGHWAY 246, AT THE CROSSING OF THE
 KA0510'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, 101 FEET EAST OF
 KA0510'A TELEPHONE POLE, 76 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 KA0510'A TELEPHONE POLE, 54 FEET WEST OF THE CENTER LINE OF THE
 KA0510'HIGHWAY, 46.5 FEET NORTH OF AND ABOUT 4 FEET LOWER THAN THE
 KA0510'CENTER LINE OF THE MAIN TRACK, 4.5 FEET SOUTH OF THE RAILWAY
 KA0510'RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 KA0510'A STANDARD DISK, STAMPED Q 67 1946 AND SET IN THE TOP OF A CONCRETE
 KA0510'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0510'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
 KA0510
 KA0510                          STATION RECOVERY (2006)
 KA0510
 KA0510'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0510'MARK NOT FOUND.
 KA0510
 KA0510                          STATION RECOVERY (2008)
 KA0510
 KA0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (EDD)
 KA0510'MARK APPEARS TO HAVE SETTLED TO ONE SIDE.  MARK IS NOTICEABLY NOT
 KA0510'PLUMB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1141 ***********************************************************************
 KA1141  DESIGNATION -  Q 68
 KA1141  PID         -  KA1141
 KA1141  STATE/COUNTY-  IN/CLAY
 KA1141  COUNTRY     -  US
 KA1141  USGS QUAD   -  CENTER POINT (2019)
 KA1141
 KA1141                         *CURRENT SURVEY CONTROL
 KA1141  ______________________________________________________________________
 KA1141* NAD 83(1986) POSITION- 39 24 18.     (N) 087 06 42.     (W)   SCALED
 KA1141* NAVD 88 ORTHO HEIGHT -   174.228 (meters)      571.61  (feet) ADJUSTED
 KA1141  ______________________________________________________________________
 KA1141  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 KA1141  DYNAMIC HEIGHT  -        174.128 (meters)      571.28  (feet) COMP
 KA1141  MODELED GRAVITY -    980,049.4   (mgal)                       NAVD 88
 KA1141
 KA1141  VERT ORDER      -  SECOND    CLASS 0
 KA1141
 KA1141.The horizontal coordinates were scaled from a map and have
 KA1141.an estimated accuracy of +/- 6 seconds.
 KA1141
 KA1141.The orthometric height was determined by differential leveling and
 KA1141.adjusted by the NATIONAL GEODETIC SURVEY
 KA1141.in June 1991.
 KA1141
 KA1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1141.GEOID18 height accuracy estimate available here.
 KA1141
 KA1141.Click photographs - Photos may exist for this station.
 KA1141
 KA1141.The dynamic height is computed by dividing the NAVD 88
 KA1141.geopotential number by the normal gravity value computed on the
 KA1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1141.degrees latitude (g = 980.6199 gals.).
 KA1141
 KA1141.The modeled gravity was interpolated from observed gravity values.
 KA1141
 KA1141;                    North         East    Units  Estimated Accuracy
 KA1141;SPC IN W     -   461,460.      897,560.      MT  (+/- 180 meters Scaled)
 KA1141
 KA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ903617(NAD 83)
 KA1141
 KA1141                          SUPERSEDED SURVEY CONTROL
 KA1141
 KA1141  NGVD 29 (??/??/92)  174.335  (m)          571.96   (f) ADJ UNCH    2 0
 KA1141
 KA1141.Superseded values are not recommended for survey control.
 KA1141
 KA1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1141.See file dsdata.pdf to determine how the superseded data were derived.
 KA1141
 KA1141_MARKER: DB = BENCH MARK DISK
 KA1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1141_SP_SET: BRIDGE
 KA1141_STAMPING: Q 68 1946
 KA1141_MARK LOGO: CGS
 KA1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1141
 KA1141  HISTORY     - Date     Condition        Report By
 KA1141  HISTORY     - 1946     MONUMENTED       CGS
 KA1141
 KA1141                          STATION DESCRIPTION
 KA1141
 KA1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1141'0.6 MI NW FROM ASHBORO.
 KA1141'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 59 FROM THE METHODIST
 KA1141'CHURCH AT ASHBORO, SET IN THE TOP OF THE NORTHEAST END OF THE
 KA1141'NORTHWEST ABUTMENT OF THE STEEL HIGHWAY BRIDGE ACROSS BIRCH CREEK,
 KA1141'13 FEET NORTHEAST OF AND ABOUT 0.3 FOOT ABOVE THE CENTER LINE
 KA1141'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 68 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0499 ***********************************************************************
 KA0499  DESIGNATION -  Q 69
 KA0499  PID         -  KA0499
 KA0499  STATE/COUNTY-  IN/OWEN
 KA0499  COUNTRY     -  US
 KA0499  USGS QUAD   -  POLAND (2019)
 KA0499
 KA0499                         *CURRENT SURVEY CONTROL
 KA0499  ______________________________________________________________________
 KA0499* NAD 83(1986) POSITION- 39 26 17.     (N) 086 54 24.     (W)   SCALED
 KA0499* NAVD 88 ORTHO HEIGHT -   197.788 (meters)      648.91  (feet) ADJUSTED
 KA0499  ______________________________________________________________________
 KA0499  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA0499  DYNAMIC HEIGHT  -        197.674 (meters)      648.54  (feet) COMP
 KA0499  MODELED GRAVITY -    980,046.4   (mgal)                       NAVD 88
 KA0499
 KA0499  VERT ORDER      -  SECOND    CLASS 0
 KA0499
 KA0499.The horizontal coordinates were scaled from a map and have
 KA0499.an estimated accuracy of +/- 6 seconds.
 KA0499
 KA0499.The orthometric height was determined by differential leveling and
 KA0499.adjusted by the NATIONAL GEODETIC SURVEY
 KA0499.in June 1991.
 KA0499
 KA0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0499.GEOID18 height accuracy estimate available here.
 KA0499
 KA0499.Click photographs - Photos may exist for this station.
 KA0499
 KA0499.The dynamic height is computed by dividing the NAVD 88
 KA0499.geopotential number by the normal gravity value computed on the
 KA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0499.degrees latitude (g = 980.6199 gals.).
 KA0499
 KA0499.The modeled gravity was interpolated from observed gravity values.
 KA0499
 KA0499;                    North         East    Units  Estimated Accuracy
 KA0499;SPC IN W     -   465,140.      915,210.      MT  (+/- 180 meters Scaled)
 KA0499
 KA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ080653(NAD 83)
 KA0499
 KA0499                          SUPERSEDED SURVEY CONTROL
 KA0499
 KA0499  NGVD 29 (??/??/92)  197.91   (m)          649.3    (f) COMPUTED    2 0
 KA0499
 KA0499.Superseded values are not recommended for survey control.
 KA0499
 KA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0499.See file dsdata.pdf to determine how the superseded data were derived.
 KA0499
 KA0499_MARKER: DB = BENCH MARK DISK
 KA0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0499_SP_SET: BRIDGE
 KA0499_STAMPING: Q 69 1946
 KA0499_MARK LOGO: CGS
 KA0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0499
 KA0499  HISTORY     - Date     Condition        Report By
 KA0499  HISTORY     - 1946     MONUMENTED       CGS
 KA0499
 KA0499                          STATION DESCRIPTION
 KA0499
 KA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0499'2.9 MI SE FROM POLAND.
 KA0499'2.2 MILES EAST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE AT
 KA0499'POLAND, THENCE ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD LEADING
 KA0499'TO JORDAN, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 KA0499'OF AN 11 FOOT CONCRETE BRIDGE, 10.5 FEET EAST OF AND ABOUT 0.5
 KA0499'FOOT LOWER THAN THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KA0499'STAMPED Q 69 1946, SET IN A DRILL HOLE.  NOTE-- THIS MARK MAY
 KA0499'BE REACHED FROM THE CROSSING OF A GRAVEL ROAD AND THE CHICAGO
 KA0499'INDIANAPOLIS AND LOUISVILLE RAILROAD AT JORDAN BY GOING 2.9
 KA0499'MILES NORTH ALONG THE GRAVEL ROAD.  NOTE-- THE CHICAGO,
 KA0499'INDIANAPOLIS AND LOUISVILLE RAILROAD IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0493 ***********************************************************************
 KA0493  DESIGNATION -  Q 70
 KA0493  PID         -  KA0493
 KA0493  STATE/COUNTY-  IN/PUTNAM
 KA0493  COUNTRY     -  US
 KA0493  USGS QUAD   -  POLAND (2019)
 KA0493
 KA0493                         *CURRENT SURVEY CONTROL
 KA0493  ______________________________________________________________________
 KA0493* NAD 83(1986) POSITION- 39 29 17.     (N) 086 57 49.     (W)   SCALED
 KA0493* NAVD 88 ORTHO HEIGHT -   179.810 (meters)      589.93  (feet) ADJUSTED
 KA0493  ______________________________________________________________________
 KA0493  GEOID HEIGHT    -        -32.966 (meters)                     GEOID18
 KA0493  DYNAMIC HEIGHT  -        179.707 (meters)      589.59  (feet) COMP
 KA0493  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 KA0493
 KA0493  VERT ORDER      -  SECOND    CLASS 0
 KA0493
 KA0493.The horizontal coordinates were scaled from a map and have
 KA0493.an estimated accuracy of +/- 6 seconds.
 KA0493
 KA0493.The orthometric height was determined by differential leveling and
 KA0493.adjusted by the NATIONAL GEODETIC SURVEY
 KA0493.in June 1991.
 KA0493
 KA0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0493.GEOID18 height accuracy estimate available here.
 KA0493
 KA0493.Click photographs - Photos may exist for this station.
 KA0493
 KA0493.The dynamic height is computed by dividing the NAVD 88
 KA0493.geopotential number by the normal gravity value computed on the
 KA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0493.degrees latitude (g = 980.6199 gals.).
 KA0493
 KA0493.The modeled gravity was interpolated from observed gravity values.
 KA0493
 KA0493;                    North         East    Units  Estimated Accuracy
 KA0493;SPC IN W     -   470,690.      910,300.      MT  (+/- 180 meters Scaled)
 KA0493
 KA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ031709(NAD 83)
 KA0493
 KA0493                          SUPERSEDED SURVEY CONTROL
 KA0493
 KA0493  NGVD 29 (??/??/92)  179.927  (m)          590.31   (f) ADJ UNCH    2 0
 KA0493
 KA0493.Superseded values are not recommended for survey control.
 KA0493
 KA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0493.See file dsdata.pdf to determine how the superseded data were derived.
 KA0493
 KA0493_MARKER: DB = BENCH MARK DISK
 KA0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0493_SP_SET: BRIDGE
 KA0493_STAMPING: Q 70 1946
 KA0493_MARK LOGO: CGS
 KA0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0493
 KA0493  HISTORY     - Date     Condition        Report By
 KA0493  HISTORY     - 1946     MONUMENTED       CGS
 KA0493
 KA0493                          STATION DESCRIPTION
 KA0493
 KA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0493'5.8 MI SW FROM MANHATTAN.
 KA0493'5.75 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING PAST THE
 KA0493'BIG WALNUT CHURCH AND ACROSS THE COVERED BRIDGE OVER THE BIG
 KA0493'WALNUT CREEK FROM THE MANHATTAN GROCERY STORE AT THE CROSS
 KA0493'ROAD AT MANHATTAN, 1.6 MILES SOUTH OF THE COVERED BRIDGE, SET
 KA0493'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 KA0493'A 12 FOOT CONCRETE BRIDGE, 9 FEET SOUTHWEST OF AND ABOUT 1
 KA0493'FOOT ABOVE THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 KA0493'Q 70 1946 SET IN A DRILL HOLE.  NOTE-- THIS MARK MAY BE REACHED
 KA0493'FROM THE CROSS ROAD AT ASHERVILLE BY GOING 4.3 MILES EAST,
 KA0493'THENCE ABOUT 1.0 MILE NORTH, THENCE ABOUT 1.5 MILES EAST TO A
 KA0493'12 FOOT CONCRETE BRIDGE AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0570 ***********************************************************************
 KA0570  DESIGNATION -  Q 72
 KA0570  PID         -  KA0570
 KA0570  STATE/COUNTY-  IN/PUTNAM
 KA0570  COUNTRY     -  US
 KA0570  USGS QUAD   -  NORTH SALEM (2019)
 KA0570
 KA0570                         *CURRENT SURVEY CONTROL
 KA0570  ______________________________________________________________________
 KA0570* NAD 83(1986) POSITION- 39 45 41.     (N) 086 43 45.     (W)   SCALED
 KA0570* NAVD 88 ORTHO HEIGHT -   257.701 (meters)      845.47  (feet) ADJUSTED
 KA0570  ______________________________________________________________________
 KA0570  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 KA0570  DYNAMIC HEIGHT  -        257.558 (meters)      845.00  (feet) COMP
 KA0570  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 KA0570
 KA0570  VERT ORDER      -  SECOND    CLASS 0
 KA0570
 KA0570.The horizontal coordinates were scaled from a map and have
 KA0570.an estimated accuracy of +/- 6 seconds.
 KA0570
 KA0570.The orthometric height was determined by differential leveling and
 KA0570.adjusted by the NATIONAL GEODETIC SURVEY
 KA0570.in June 1991.
 KA0570
 KA0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0570.GEOID18 height accuracy estimate available here.
 KA0570
 KA0570.Click photographs - Photos may exist for this station.
 KA0570
 KA0570.The dynamic height is computed by dividing the NAVD 88
 KA0570.geopotential number by the normal gravity value computed on the
 KA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0570.degrees latitude (g = 980.6199 gals.).
 KA0570
 KA0570.The modeled gravity was interpolated from observed gravity values.
 KA0570
 KA0570;                    North         East    Units  Estimated Accuracy
 KA0570;SPC IN W     -   501,090.      930,350.      MT  (+/- 180 meters Scaled)
 KA0570
 KA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK231013(NAD 83)
 KA0570
 KA0570                          SUPERSEDED SURVEY CONTROL
 KA0570
 KA0570  NGVD 29 (??/??/92)  257.813  (m)          845.84   (f) ADJ UNCH    2 0
 KA0570
 KA0570.Superseded values are not recommended for survey control.
 KA0570
 KA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0570.See file dsdata.pdf to determine how the superseded data were derived.
 KA0570
 KA0570_MARKER: DB = BENCH MARK DISK
 KA0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0570_SP_SET: BRIDGE
 KA0570_STAMPING: Q 72 1946
 KA0570_MARK LOGO: CGS
 KA0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0570
 KA0570  HISTORY     - Date     Condition        Report By
 KA0570  HISTORY     - 1946     MONUMENTED       CGS
 KA0570  HISTORY     - 20230131 MARK NOT FOUND   INDOT
 KA0570
 KA0570                          STATION DESCRIPTION
 KA0570
 KA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0570'0.5 MI W FROM GROVELAND.
 KA0570'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0570'AT GROVELAND, ABOUT 0.55 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD
 KA0570'INTERSECTION, SET IN THE TOP OF THE SOUTH WEST WINGWALL AT THE
 KA0570'WEST END OF BRIDGE NUMBER 36-E-44.55, 14.5 FEET SOUTH OF THE
 KA0570'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE CONCRETE GUARD
 KA0570'RAIL, AND ABOUT 0.5 FOOT HIGHER THAN THE BRIDGE FLOOR.  A
 KA0570'STANDARD DISK, STAMPED Q 72 1946.
 KA0570
 KA0570                          STATION RECOVERY (2023)
 KA0570
 KA0570'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0570'THIS BRIDGE AND ITS HEADWALLS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0803 ***********************************************************************
 KA0803  DESIGNATION -  Q 73
 KA0803  PID         -  KA0803
 KA0803  STATE/COUNTY-  IN/PUTNAM
 KA0803  COUNTRY     -  US
 KA0803  USGS QUAD   -  GREENCASTLE (2019)
 KA0803
 KA0803                         *CURRENT SURVEY CONTROL
 KA0803  ______________________________________________________________________
 KA0803* NAD 83(1986) POSITION- 39 42 22.     (N) 086 52 13.     (W)   SCALED
 KA0803* NAVD 88 ORTHO HEIGHT -   247.214 (meters)      811.07  (feet) ADJUSTED
 KA0803  ______________________________________________________________________
 KA0803  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 KA0803  DYNAMIC HEIGHT  -        247.075 (meters)      810.61  (feet) COMP
 KA0803  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 KA0803
 KA0803  VERT ORDER      -  SECOND    CLASS 0
 KA0803
 KA0803.The horizontal coordinates were scaled from a map and have
 KA0803.an estimated accuracy of +/- 6 seconds.
 KA0803
 KA0803.The orthometric height was determined by differential leveling and
 KA0803.adjusted by the NATIONAL GEODETIC SURVEY
 KA0803.in June 1991.
 KA0803
 KA0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0803.GEOID18 height accuracy estimate available here.
 KA0803
 KA0803.Click photographs - Photos may exist for this station.
 KA0803
 KA0803.The dynamic height is computed by dividing the NAVD 88
 KA0803.geopotential number by the normal gravity value computed on the
 KA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0803.degrees latitude (g = 980.6199 gals.).
 KA0803
 KA0803.The modeled gravity was interpolated from observed gravity values.
 KA0803
 KA0803;                    North         East    Units  Estimated Accuracy
 KA0803;SPC IN W     -   494,910.      918,270.      MT  (+/- 180 meters Scaled)
 KA0803
 KA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ111951(NAD 83)
 KA0803
 KA0803                          SUPERSEDED SURVEY CONTROL
 KA0803
 KA0803  NGVD 29 (??/??/92)  247.326  (m)          811.44   (f) ADJ UNCH    2 0
 KA0803
 KA0803.Superseded values are not recommended for survey control.
 KA0803
 KA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0803.See file dsdata.pdf to determine how the superseded data were derived.
 KA0803
 KA0803_MARKER: DB = BENCH MARK DISK
 KA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0803_STAMPING: Q 73 1946
 KA0803_MARK LOGO: CGS
 KA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0803+STABILITY: SURFACE MOTION
 KA0803
 KA0803  HISTORY     - Date     Condition        Report By
 KA0803  HISTORY     - 1946     MONUMENTED       CGS
 KA0803
 KA0803                          STATION DESCRIPTION
 KA0803
 KA0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0803'0.4 MI S FROM BRICK CHAPEL.
 KA0803'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE M.E. CHURCH
 KA0803'AND CEMETERY AT BRICK CHAPEL, 190 FEET SOUTHWEST OF THE SOUTHWEST
 KA0803'CORNER OF A 2-STORY FARM HOUSE, 56 FEET EAST OF THE CENTER LINE
 KA0803'OF THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER LINE OF A
 KA0803'DRIVEWAY LEADING TO THE HOUSE, ABOUT 33 FEET SOUTHWEST OF THE
 KA0803'CENTER OF A GATE ACROSS THE DRIVEWAY, 3 FEET SOUTH OF A TELEPHONE
 KA0803'POLE, 1 FOOT NORTHWEST OF A WIRE FENCE, 2 FEET HIGHER THAN
 KA0803'HIGHWAY LEVEL AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0803'DISK, STAMPED Q 73 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0803'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0766 ***********************************************************************
 KA0766  DESIGNATION -  Q 74
 KA0766  PID         -  KA0766
 KA0766  STATE/COUNTY-  IN/MONTGOMERY
 KA0766  COUNTRY     -  US
 KA0766  USGS QUAD   -  LADOGA (2019)
 KA0766
 KA0766                         *CURRENT SURVEY CONTROL
 KA0766  ______________________________________________________________________
 KA0766* NAD 83(1986) POSITION- 39 54 45.     (N) 086 48 58.     (W)   SCALED
 KA0766* NAVD 88 ORTHO HEIGHT -   242.949 (meters)      797.08  (feet) ADJUSTED
 KA0766  ______________________________________________________________________
 KA0766  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 KA0766  DYNAMIC HEIGHT  -        242.816 (meters)      796.64  (feet) COMP
 KA0766  MODELED GRAVITY -    980,073.5   (mgal)                       NAVD 88
 KA0766
 KA0766  VERT ORDER      -  SECOND    CLASS 0
 KA0766
 KA0766.The horizontal coordinates were scaled from a map and have
 KA0766.an estimated accuracy of +/- 6 seconds.
 KA0766
 KA0766.The orthometric height was determined by differential leveling and
 KA0766.adjusted by the NATIONAL GEODETIC SURVEY
 KA0766.in June 1991.
 KA0766
 KA0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0766.GEOID18 height accuracy estimate available here.
 KA0766
 KA0766.Click photographs - Photos may exist for this station.
 KA0766
 KA0766.The dynamic height is computed by dividing the NAVD 88
 KA0766.geopotential number by the normal gravity value computed on the
 KA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0766.degrees latitude (g = 980.6199 gals.).
 KA0766
 KA0766.The modeled gravity was interpolated from observed gravity values.
 KA0766
 KA0766;                    North         East    Units  Estimated Accuracy
 KA0766;SPC IN W     -   517,840.      922,850.      MT  (+/- 180 meters Scaled)
 KA0766
 KA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK157180(NAD 83)
 KA0766
 KA0766                          SUPERSEDED SURVEY CONTROL
 KA0766
 KA0766  NGVD 29 (??/??/92)  243.051  (m)          797.41   (f) ADJ UNCH    2 0
 KA0766
 KA0766.Superseded values are not recommended for survey control.
 KA0766
 KA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0766.See file dsdata.pdf to determine how the superseded data were derived.
 KA0766
 KA0766_MARKER: DB = BENCH MARK DISK
 KA0766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0766_SP_SET: CULVERT HEADWALL
 KA0766_STAMPING: Q 74 1946
 KA0766_MARK LOGO: CGS
 KA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0766+STABILITY: SURFACE MOTION
 KA0766
 KA0766  HISTORY     - Date     Condition        Report By
 KA0766  HISTORY     - 1946     MONUMENTED       CGS
 KA0766
 KA0766                          STATION DESCRIPTION
 KA0766
 KA0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0766'0.8 MI W FROM LADOGA.
 KA0766'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0766'AT LADOGA, ABOUT 0.15 MILE WEST OF AN IMITATION RED BRICK FARM HOUSE
 KA0766'ON THE NORTH SIDE OF THE ROAD, IN THE TOP OF THE EAST END OF THE
 KA0766'SOUTH CONCRETE HEADWALL OF A 30-INCH CORRUGATED STEEL PIPE CUVLERT
 KA0766'NUMBER 60, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 KA0766'WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 6 INCHES LOWER
 KA0766'THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Q 74 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0586 ***********************************************************************
 KA0586  DESIGNATION -  Q 75
 KA0586  PID         -  KA0586
 KA0586  STATE/COUNTY-  IN/PUTNAM
 KA0586  COUNTRY     -  US
 KA0586  USGS QUAD   -  NORTH SALEM (2019)
 KA0586
 KA0586                         *CURRENT SURVEY CONTROL
 KA0586  ______________________________________________________________________
 KA0586* NAD 83(1986) POSITION- 39 51 21.     (N) 086 41 58.     (W)   SCALED
 KA0586* NAVD 88 ORTHO HEIGHT -   273.243 (meters)      896.46  (feet) ADJUSTED
 KA0586  ______________________________________________________________________
 KA0586  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 KA0586  DYNAMIC HEIGHT  -        273.095 (meters)      895.98  (feet) COMP
 KA0586  MODELED GRAVITY -    980,076.9   (mgal)                       NAVD 88
 KA0586
 KA0586  VERT ORDER      -  SECOND    CLASS 0
 KA0586
 KA0586.The horizontal coordinates were scaled from a map and have
 KA0586.an estimated accuracy of +/- 6 seconds.
 KA0586
 KA0586.The orthometric height was determined by differential leveling and
 KA0586.adjusted by the NATIONAL GEODETIC SURVEY
 KA0586.in June 1991.
 KA0586
 KA0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0586.GEOID18 height accuracy estimate available here.
 KA0586
 KA0586.Click photographs - Photos may exist for this station.
 KA0586
 KA0586.The dynamic height is computed by dividing the NAVD 88
 KA0586.geopotential number by the normal gravity value computed on the
 KA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0586.degrees latitude (g = 980.6199 gals.).
 KA0586
 KA0586.The modeled gravity was interpolated from observed gravity values.
 KA0586
 KA0586;                    North         East    Units  Estimated Accuracy
 KA0586;SPC IN W     -   511,580.      932,850.      MT  (+/- 180 meters Scaled)
 KA0586
 KA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK257117(NAD 83)
 KA0586
 KA0586                          SUPERSEDED SURVEY CONTROL
 KA0586
 KA0586  NGVD 29 (??/??/92)  273.353  (m)          896.83   (f) ADJ UNCH    2 0
 KA0586
 KA0586.Superseded values are not recommended for survey control.
 KA0586
 KA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0586.See file dsdata.pdf to determine how the superseded data were derived.
 KA0586
 KA0586_MARKER: DB = BENCH MARK DISK
 KA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0586_STAMPING: Q 75 1946
 KA0586_MARK LOGO: CGS
 KA0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0586+STABILITY: SURFACE MOTION
 KA0586
 KA0586  HISTORY     - Date     Condition        Report By
 KA0586  HISTORY     - 1946     MONUMENTED       CGS
 KA0586  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0586
 KA0586                          STATION DESCRIPTION
 KA0586
 KA0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0586'0.6 MI E FROM BARNARD.
 KA0586'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0586'BUILDING AT BARNARD, 0.7 MILE WEST OF THE PUTNAM-HENDRICKS
 KA0586'COUNTY LINE, 0.15 MILE NORTH OF THE CROSSING OF THE BALTIMORE
 KA0586'AND OHIO RAILROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST
 KA0586'AND AT A SHARP TURN FROM SOUTH TO EAST IN THE HIGHWAY, 80 FEET
 KA0586'NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A
 KA0586'SMALL HOUSE, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 KA0586'HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD
 KA0586'LEADING WEST, 8 FEET SOUTHWEST OF A CORNER FENCE POST, 2 FEET SOUTH
 KA0586'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE CENTER
 KA0586'OF THE JUNCTION.  A STANDARD DISK, STAMPED Q 75 1946 AND SET IN
 KA0586'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0586
 KA0586                          STATION RECOVERY (2017)
 KA0586
 KA0586'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0586'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0031 ***********************************************************************
 KA0031  DESIGNATION -  Q 76
 KA0031  PID         -  KA0031
 KA0031  STATE/COUNTY-  IN/MORGAN
 KA0031  COUNTRY     -  US
 KA0031  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0031
 KA0031                         *CURRENT SURVEY CONTROL
 KA0031  ______________________________________________________________________
 KA0031* NAD 83(1986) POSITION- 39 31 45.     (N) 086 27 41.     (W)   SCALED
 KA0031* NAVD 88 ORTHO HEIGHT -   256.706 (meters)      842.21  (feet) ADJUSTED
 KA0031  ______________________________________________________________________
 KA0031  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KA0031  DYNAMIC HEIGHT  -        256.564 (meters)      841.74  (feet) COMP
 KA0031  MODELED GRAVITY -    980,066.1   (mgal)                       NAVD 88
 KA0031
 KA0031  VERT ORDER      -  SECOND    CLASS 0
 KA0031
 KA0031.The horizontal coordinates were scaled from a map and have
 KA0031.an estimated accuracy of +/- 6 seconds.
 KA0031
 KA0031.The orthometric height was determined by differential leveling and
 KA0031.adjusted by the NATIONAL GEODETIC SURVEY
 KA0031.in June 1991.
 KA0031
 KA0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0031.GEOID18 height accuracy estimate available here.
 KA0031
 KA0031.Click photographs - Photos may exist for this station.
 KA0031
 KA0031.The dynamic height is computed by dividing the NAVD 88
 KA0031.geopotential number by the normal gravity value computed on the
 KA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0031.degrees latitude (g = 980.6199 gals.).
 KA0031
 KA0031.The modeled gravity was interpolated from observed gravity values.
 KA0031
 KA0031;                    North         East    Units  Estimated Accuracy
 KA0031;SPC IN W     -   475,430.      953,470.      MT  (+/- 180 meters Scaled)
 KA0031
 KA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ462756(NAD 83)
 KA0031
 KA0031                          SUPERSEDED SURVEY CONTROL
 KA0031
 KA0031  NGVD 29 (??/??/92)  256.826  (m)          842.60   (f) ADJ UNCH    2 0
 KA0031
 KA0031.Superseded values are not recommended for survey control.
 KA0031
 KA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0031.See file dsdata.pdf to determine how the superseded data were derived.
 KA0031
 KA0031_MARKER: DB = BENCH MARK DISK
 KA0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0031_STAMPING: Q 76 1946
 KA0031_MARK LOGO: CGS
 KA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0031+STABILITY: SURFACE MOTION
 KA0031
 KA0031  HISTORY     - Date     Condition        Report By
 KA0031  HISTORY     - 1946     MONUMENTED       CGS
 KA0031
 KA0031                          STATION DESCRIPTION
 KA0031
 KA0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0031'4 MI S FROM MONROVIA.
 KA0031'ABOUT 3.95 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE HIGH
 KA0031'SCHOOL BUILDING AT MONROVIA, 190 FEET NORTH OF THE CENTER LINE
 KA0031'OF A DRIVE WAY LEADING EAST TO THE R. SAVAGE FARM HOUSE, 24 FEET
 KA0031'EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A
 KA0031'FENCE CORNER, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE, NEAR THE
 KA0031'SOUTHWEST CORNER OF A CULTIVATED FIELD, 1 1/2 FEET WEST OF A
 KA0031'WHITE WOODEN WITNESS POST AND ABOUT 3 FEET HIGHER THAN HIGHWAY
 KA0031'LEVEL.  A STANDARD DISK, STAMPED Q 76 1946 AND SET IN THE TOP
 KA0031'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0226 ***********************************************************************
 KA0226  DESIGNATION -  Q 77
 KA0226  PID         -  KA0226
 KA0226  STATE/COUNTY-  IN/HENDRICKS
 KA0226  COUNTRY     -  US
 KA0226  USGS QUAD   -  FAYETTE (2019)
 KA0226
 KA0226                         *CURRENT SURVEY CONTROL
 KA0226  ______________________________________________________________________
 KA0226* NAD 83(1986) POSITION- 39 53 20.13   (N) 086 23 32.40   (W)   HD_HELD1
 KA0226* NAVD 88 ORTHO HEIGHT -   272.825 (meters)      895.09  (feet) ADJUSTED
 KA0226  ______________________________________________________________________
 KA0226  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 KA0226  DYNAMIC HEIGHT  -        272.675 (meters)      894.60  (feet) COMP
 KA0226  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 KA0226
 KA0226  VERT ORDER      -  SECOND    CLASS 0
 KA0226
 KA0226.The horizontal coordinates were determined by differentially corrected
 KA0226.hand held GPS observations or other comparable positioning techniques
 KA0226.and have an estimated accuracy of +/- 3 meters.
 KA0226
 KA0226.The orthometric height was determined by differential leveling and
 KA0226.adjusted by the NATIONAL GEODETIC SURVEY
 KA0226.in June 1991.
 KA0226
 KA0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0226.GEOID18 height accuracy estimate available here.
 KA0226
 KA0226.Click photographs - Photos may exist for this station.
 KA0226
 KA0226.The dynamic height is computed by dividing the NAVD 88
 KA0226.geopotential number by the normal gravity value computed on the
 KA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0226.degrees latitude (g = 980.6199 gals.).
 KA0226
 KA0226.The modeled gravity was interpolated from observed gravity values.
 KA0226
 KA0226;                    North         East    Units  Estimated Accuracy
 KA0226;SPC IN W     -   515,413.6     959,100.9     MT  (+/- 3 meters HH1 GPS) 
 KA0226
 KA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5195415605(NAD 83)
 KA0226
 KA0226                          SUPERSEDED SURVEY CONTROL
 KA0226
 KA0226  NGVD 29 (??/??/92)  272.934  (m)          895.45   (f) ADJ UNCH    2 0
 KA0226
 KA0226.Superseded values are not recommended for survey control.
 KA0226
 KA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0226.See file dsdata.pdf to determine how the superseded data were derived.
 KA0226
 KA0226_MARKER: DB = BENCH MARK DISK
 KA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0226_STAMPING: Q 77 1946
 KA0226_MARK LOGO: CGS
 KA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0226+STABILITY: SURFACE MOTION
 KA0226
 KA0226  HISTORY     - Date     Condition        Report By
 KA0226  HISTORY     - 1946     MONUMENTED       CGS
 KA0226
 KA0226                          STATION DESCRIPTION
 KA0226
 KA0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0226'3 MI N FROM BROWNSBURG.
 KA0226'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE PEORIA
 KA0226'AND EASTERN RAILWAY STATION AT BROWNSBURG, AT THE JUNCTION
 KA0226'WITH A SIDE ROAD LEADING NORTHEAST, 35 FEET EAST OF THE CENTER
 KA0226'LINE OF THE HIGHWAY, 32 FEET NORTHWEST OF THE CENTER LINE OF THE
 KA0226'SIDE ROAD, 26 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 KA0226'ARCH BRIDGE OVER A CREEK, 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA0226'POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0226'Q 77 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0226'INCHES ABOVE GROUND.  NOTE-- MARK IS ABOUT 2.95 MILES SOUTH OF
 KA0226'THE CROSS ROADS AT WHITE LICK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0085 ***********************************************************************
 KA0085  DESIGNATION -  Q 78
 KA0085  PID         -  KA0085
 KA0085  STATE/COUNTY-  IN/BOONE
 KA0085  COUNTRY     -  US
 KA0085  USGS QUAD   -  ZIONSVILLE (2019)
 KA0085
 KA0085                         *CURRENT SURVEY CONTROL
 KA0085  ______________________________________________________________________
 KA0085* NAD 83(1986) POSITION- 39 58 11.     (N) 086 15 03.     (W)   SCALED
 KA0085* NAVD 88 ORTHO HEIGHT -   258.702 (meters)      848.76  (feet) ADJUSTED
 KA0085  ______________________________________________________________________
 KA0085  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 KA0085  DYNAMIC HEIGHT  -        258.558 (meters)      848.29  (feet) COMP
 KA0085  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 KA0085
 KA0085  VERT ORDER      -  SECOND    CLASS 0
 KA0085
 KA0085.The horizontal coordinates were scaled from a map and have
 KA0085.an estimated accuracy of +/- 6 seconds.
 KA0085
 KA0085.The orthometric height was determined by differential leveling and
 KA0085.adjusted by the NATIONAL GEODETIC SURVEY
 KA0085.in June 1991.
 KA0085
 KA0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0085.GEOID18 height accuracy estimate available here.
 KA0085
 KA0085.Click photographs - Photos may exist for this station.
 KA0085
 KA0085.The dynamic height is computed by dividing the NAVD 88
 KA0085.geopotential number by the normal gravity value computed on the
 KA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0085.degrees latitude (g = 980.6199 gals.).
 KA0085
 KA0085.The modeled gravity was interpolated from observed gravity values.
 KA0085
 KA0085;                    North         East    Units  Estimated Accuracy
 KA0085;SPC IN W     -   524,490.      971,120.      MT  (+/- 180 meters Scaled)
 KA0085
 KA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK639246(NAD 83)
 KA0085
 KA0085                          SUPERSEDED SURVEY CONTROL
 KA0085
 KA0085  NGVD 29 (??/??/92)  258.817  (m)          849.14   (f) ADJ UNCH    2 0
 KA0085
 KA0085.Superseded values are not recommended for survey control.
 KA0085
 KA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0085.See file dsdata.pdf to determine how the superseded data were derived.
 KA0085
 KA0085_MARKER: DB = BENCH MARK DISK
 KA0085_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0085_SP_SET: BOX CULVERT HEADWALL
 KA0085_STAMPING: Q 78 1946
 KA0085_MARK LOGO: CGS
 KA0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0085+STABILITY: SURFACE MOTION
 KA0085
 KA0085  HISTORY     - Date     Condition        Report By
 KA0085  HISTORY     - 1946     MONUMENTED       CGS
 KA0085  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 KA0085
 KA0085                          STATION DESCRIPTION
 KA0085
 KA0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0085'1 MI NW FROM EAGLE VILLAGE.
 KA0085'ABOUT 1.05 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE
 KA0085'INTERSECTION WITH STATE HIGHWAY 334 NEAR EAGLE VILLAGE, SET IN
 KA0085'THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL OF A 6-FOOT
 KA0085'CONCRETE BOX CULVERT, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KA0085'HIGHWAY, AND ABOUT 3 FEET LOWER THAN HIGHWAY LEVEL.  A STANDARD
 KA0085'DISK, STAMPED Q 78 1946.
 KA0085
 KA0085                          STATION RECOVERY (1977)
 KA0085
 KA0085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KA0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0724 ***********************************************************************
 KA0724  DESIGNATION -  Q 80
 KA0724  PID         -  KA0724
 KA0724  STATE/COUNTY-  IN/BOONE
 KA0724  COUNTRY     -  US
 KA0724  USGS QUAD   -  LIZTON (2019)
 KA0724
 KA0724                         *CURRENT SURVEY CONTROL
 KA0724  ______________________________________________________________________
 KA0724* NAD 83(1986) POSITION- 39 57 46.0    (N) 086 30 37.6    (W)   HD_HELD2
 KA0724* NAVD 88 ORTHO HEIGHT -   293.256 (meters)      962.12  (feet) ADJUSTED
 KA0724  ______________________________________________________________________
 KA0724  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 KA0724  DYNAMIC HEIGHT  -        293.095 (meters)      961.60  (feet) COMP
 KA0724  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 KA0724
 KA0724  VERT ORDER      -  SECOND    CLASS 0
 KA0724
 KA0724.The horizontal coordinates were established by autonomous hand held GPS
 KA0724.observations and have an estimated accuracy of +/- 10 meters.
 KA0724
 KA0724.The orthometric height was determined by differential leveling and
 KA0724.adjusted by the NATIONAL GEODETIC SURVEY
 KA0724.in June 1991.
 KA0724
 KA0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0724.GEOID18 height accuracy estimate available here.
 KA0724
 KA0724.Click photographs - Photos may exist for this station.
 KA0724
 KA0724.The dynamic height is computed by dividing the NAVD 88
 KA0724.geopotential number by the normal gravity value computed on the
 KA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0724.degrees latitude (g = 980.6199 gals.).
 KA0724
 KA0724.The modeled gravity was interpolated from observed gravity values.
 KA0724
 KA0724;                    North         East    Units  Estimated Accuracy
 KA0724;SPC IN W     -   523,542.      948,946.      MT  (+/- 10 meters HH2 GPS)
 KA0724
 KA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4181123740(NAD 83)
 KA0724
 KA0724                          SUPERSEDED SURVEY CONTROL
 KA0724
 KA0724  NGVD 29 (??/??/92)  293.357  (m)          962.46   (f) ADJ UNCH    2 0
 KA0724
 KA0724.Superseded values are not recommended for survey control.
 KA0724
 KA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0724.See file dsdata.pdf to determine how the superseded data were derived.
 KA0724
 KA0724_MARKER: DB = BENCH MARK DISK
 KA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0724_STAMPING: Q 80 1946
 KA0724_MARK LOGO: CGS
 KA0724_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0724+STABILITY: SURFACE MOTION
 KA0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0724+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2023
 KA0724
 KA0724  HISTORY     - Date     Condition        Report By
 KA0724  HISTORY     - 1946     MONUMENTED       CGS
 KA0724  HISTORY     - 20110713 POOR             GEOCAC
 KA0724  HISTORY     - 20230131 POOR             INDOT
 KA0724
 KA0724                          STATION DESCRIPTION
 KA0724
 KA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0724'1.2 MI S FROM MILLEDGEVILLE.
 KA0724'ALONG STATE HIGHWAY 39 ABOUT 1.35 MILE NORTH OF THE CROSS ROADS
 KA0724'AT NEW BRUNSWICK AND ABOUT 1.15 MILE SOUTH OF THE CROSS ROADS AT
 KA0724'MILLEDGEVILLE, AT THE OMER GREEN FARM, 0.35 MILE NORTHEAST OF THE
 KA0724'JUNCTION WITH A PAVED ROAD LEADING WEST, 39 FEET NORTHWEST OF THE
 KA0724'CENTER LINE OF THE HIGHWAY, 15.5 FEET NORTHEAST OF THE CENTER LINE
 KA0724'OF THE DRIVEWAY TO THE HOUSE, 9 FEET EAST OF THE NORTHEAST GATE
 KA0724'POST, 2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FOOT SOUTHWEST OF A
 KA0724'WHITE WOODEN WITNESS POST AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KA0724'A STANDARD DISK, STAMPED Q 80 1946 AND SET IN THE TOP OF A CONCRETE
 KA0724'POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0724
 KA0724                          STATION RECOVERY (2011)
 KA0724
 KA0724'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0724'APPROXIMATELY ONE TENTH OF THE STATION DISK REMAINS FROM MOWER DAMAGE.
 KA0724'THE STATION IS PROBABLY UNUSABLE.
 KA0724
 KA0724                          STATION RECOVERY (2023)
 KA0724
 KA0724'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0724'CORRECTION, MARK IS NOT SUITABLE DUE TO REPORTED DAMAGE TO DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1230 ***********************************************************************
 KA1230  DESIGNATION -  Q 81
 KA1230  PID         -  KA1230
 KA1230  STATE/COUNTY-  IN/VIGO
 KA1230  COUNTRY     -  US
 KA1230  USGS QUAD   -  SEELYVILLE (2019)
 KA1230
 KA1230                         *CURRENT SURVEY CONTROL
 KA1230  ______________________________________________________________________
 KA1230* NAD 83(1986) POSITION- 39 24 01.     (N) 087 20 00.     (W)   SCALED
 KA1230* NAVD 88 ORTHO HEIGHT -   158.161 (meters)      518.90  (feet) ADJUSTED
 KA1230  ______________________________________________________________________
 KA1230  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 KA1230  DYNAMIC HEIGHT  -        158.070 (meters)      518.60  (feet) COMP
 KA1230  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA1230
 KA1230  VERT ORDER      -  FIRST     CLASS II
 KA1230
 KA1230.The horizontal coordinates were scaled from a map and have
 KA1230.an estimated accuracy of +/- 6 seconds.
 KA1230
 KA1230.The orthometric height was determined by differential leveling and
 KA1230.adjusted by the NATIONAL GEODETIC SURVEY
 KA1230.in June 1991.
 KA1230
 KA1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1230.GEOID18 height accuracy estimate available here.
 KA1230
 KA1230.Click photographs - Photos may exist for this station.
 KA1230
 KA1230.The dynamic height is computed by dividing the NAVD 88
 KA1230.geopotential number by the normal gravity value computed on the
 KA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1230.degrees latitude (g = 980.6199 gals.).
 KA1230
 KA1230.The modeled gravity was interpolated from observed gravity values.
 KA1230
 KA1230;                    North         East    Units  Estimated Accuracy
 KA1230;SPC IN W     -   460,960.      878,470.      MT  (+/- 180 meters Scaled)
 KA1230
 KA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ712612(NAD 83)
 KA1230
 KA1230                          SUPERSEDED SURVEY CONTROL
 KA1230
 KA1230  NGVD 29 (??/??/92)  158.270  (m)          519.26   (f) ADJ UNCH    1 2
 KA1230
 KA1230.Superseded values are not recommended for survey control.
 KA1230
 KA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1230.See file dsdata.pdf to determine how the superseded data were derived.
 KA1230
 KA1230_MARKER: DB = BENCH MARK DISK
 KA1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1230_STAMPING: Q 81 1946
 KA1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1230+STABILITY: SURFACE MOTION
 KA1230
 KA1230  HISTORY     - Date     Condition        Report By
 KA1230  HISTORY     - 1946     MONUMENTED       CGS
 KA1230  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1230
 KA1230                          STATION DESCRIPTION
 KA1230
 KA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1230'2.3 MI W FROM RILEY.
 KA1230'ABOUT 2.3 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1230'POST OFFICE AT RILEY, AT A ROAD CROSSING AT THE SOUTHEAST CORNER
 KA1230'OF A CULTIVATED FIELD, 50 FEET NORTHWEST OF THE CENTER LINE OF
 KA1230'THE MAIN TRACK, 15 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 KA1230'LINE OF THE ROAD, 3 FEET NORTH OF A CONCRETE CORNER FENCE POST,
 KA1230'2 FEET EAST OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 KA1230'WITNESS POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK.
 KA1230'A STANDARD DISK, STAMPED Q 81 1946 AND SET IN THE TOP OF A
 KA1230'CONCRETE POST.
 KA1230
 KA1230                          STATION RECOVERY (1985)
 KA1230
 KA1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1200 ***********************************************************************
 KA1200  DESIGNATION -  Q 82
 KA1200  PID         -  KA1200
 KA1200  STATE/COUNTY-  IN/OWEN
 KA1200  COUNTRY     -  US
 KA1200  USGS QUAD   -  COAL CITY (2019)
 KA1200
 KA1200                         *CURRENT SURVEY CONTROL
 KA1200  ______________________________________________________________________
 KA1200* NAD 83(1986) POSITION- 39 14 02.     (N) 087 02 59.     (W)   SCALED
 KA1200* NAVD 88 ORTHO HEIGHT -   200.486 (meters)      657.76  (feet) ADJUSTED
 KA1200  ______________________________________________________________________
 KA1200  GEOID HEIGHT    -        -32.716 (meters)                     GEOID18
 KA1200  DYNAMIC HEIGHT  -        200.369 (meters)      657.38  (feet) COMP
 KA1200  MODELED GRAVITY -    980,038.3   (mgal)                       NAVD 88
 KA1200
 KA1200  VERT ORDER      -  FIRST     CLASS II
 KA1200
 KA1200.The horizontal coordinates were scaled from a map and have
 KA1200.an estimated accuracy of +/- 6 seconds.
 KA1200
 KA1200.The orthometric height was determined by differential leveling and
 KA1200.adjusted by the NATIONAL GEODETIC SURVEY
 KA1200.in June 1991.
 KA1200
 KA1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1200.GEOID18 height accuracy estimate available here.
 KA1200
 KA1200.Click photographs - Photos may exist for this station.
 KA1200
 KA1200.The dynamic height is computed by dividing the NAVD 88
 KA1200.geopotential number by the normal gravity value computed on the
 KA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1200.degrees latitude (g = 980.6199 gals.).
 KA1200
 KA1200.The modeled gravity was interpolated from observed gravity values.
 KA1200
 KA1200;                    North         East    Units  Estimated Accuracy
 KA1200;SPC IN W     -   442,460.      902,900.      MT  (+/- 180 meters Scaled)
 KA1200
 KA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ957427(NAD 83)
 KA1200
 KA1200                          SUPERSEDED SURVEY CONTROL
 KA1200
 KA1200  NGVD 29 (??/??/92)  200.603  (m)          658.15   (f) ADJ UNCH    1 2
 KA1200
 KA1200.Superseded values are not recommended for survey control.
 KA1200
 KA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1200.See file dsdata.pdf to determine how the superseded data were derived.
 KA1200
 KA1200_MARKER: DB = BENCH MARK DISK
 KA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1200_STAMPING: Q 82 1946
 KA1200_MARK LOGO: CGS
 KA1200_PROJECTION: PROJECTING 5 CENTIMETERS
 KA1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1200+STABILITY: SURFACE MOTION
 KA1200
 KA1200  HISTORY     - Date     Condition        Report By
 KA1200  HISTORY     - 1946     MONUMENTED       CGS
 KA1200  HISTORY     - 1982     GOOD             LOCSUR
 KA1200  HISTORY     - 1985     GOOD             NGS
 KA1200
 KA1200                          STATION DESCRIPTION
 KA1200
 KA1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1200'0.3 MI N FROM COAL CITY.
 KA1200'ABOUT 0.3 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA1200'THE STATION AT COAL CITY, AT THE CROSSING OF STATE HIGHWAY 157,
 KA1200'81.5 FEET WEST AND ACROSS THE TRACK FROM POLE NO. 30/29, 33 FEET
 KA1200'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK,
 KA1200'30 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 157, 12.5 FEET
 KA1200'SOUTHWEST OF THE NORTHWEST CONCRETE END POST IN THE RIGHT-OF-WAY
 KA1200'FENCE, 2 FEET NORTHEAST OF THE FENCE LINE, AND 2 FEET SOUTHEAST
 KA1200'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1200'Q 82 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1200'INCHES ABOVE GROUND.
 KA1200
 KA1200                          STATION RECOVERY (1982)
 KA1200
 KA1200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KA1200'RECOVERED IN GOOD CONDITION.
 KA1200
 KA1200                          STATION RECOVERY (1985)
 KA1200
 KA1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1200'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.2 KM
 KA1200'(6.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS JUNCTION WITH
 KA1200'STATE HIGHWAY 59 IN CLAY CITY, 10.1 M (33.1 FT) SOUTHWEST OF THE
 KA1200'CENTER OF AN OLD RAILROAD BED, 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE
 KA1200'OF THE HIGHWAY, 3.8 M (12.5 FT) SOUTHEAST OF A FENCE CORNER, AND 0.6 M
 KA1200'(2.0 FT) NORTHEAST OF A FENCE.
 KA1200'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KA1200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0473 ***********************************************************************
 KA0473  DESIGNATION -  Q 83
 KA0473  PID         -  KA0473
 KA0473  STATE/COUNTY-  IN/OWEN
 KA0473  COUNTRY     -  US
 KA0473  USGS QUAD   -  SPENCER (2019)
 KA0473
 KA0473                         *CURRENT SURVEY CONTROL
 KA0473  ______________________________________________________________________
 KA0473* NAD 83(1986) POSITION- 39 17 45.     (N) 086 45 50.     (W)   SCALED
 KA0473* NAVD 88 ORTHO HEIGHT -   210.751 (meters)      691.44  (feet) ADJUSTED
 KA0473  ______________________________________________________________________
 KA0473  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 KA0473  DYNAMIC HEIGHT  -        210.627 (meters)      691.03  (feet) COMP
 KA0473  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 KA0473
 KA0473  VERT ORDER      -  SECOND    CLASS 0
 KA0473
 KA0473.The horizontal coordinates were scaled from a map and have
 KA0473.an estimated accuracy of +/- 6 seconds.
 KA0473
 KA0473.The orthometric height was determined by differential leveling and
 KA0473.adjusted by the NATIONAL GEODETIC SURVEY
 KA0473.in June 1991.
 KA0473
 KA0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0473.GEOID18 height accuracy estimate available here.
 KA0473
 KA0473.Click photographs - Photos may exist for this station.
 KA0473
 KA0473.The dynamic height is computed by dividing the NAVD 88
 KA0473.geopotential number by the normal gravity value computed on the
 KA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0473.degrees latitude (g = 980.6199 gals.).
 KA0473
 KA0473.The modeled gravity was interpolated from observed gravity values.
 KA0473
 KA0473;                    North         East    Units  Estimated Accuracy
 KA0473;SPC IN W     -   449,390.      927,560.      MT  (+/- 180 meters Scaled)
 KA0473
 KA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ203496(NAD 83)
 KA0473
 KA0473                          SUPERSEDED SURVEY CONTROL
 KA0473
 KA0473  NGVD 29 (??/??/92)  210.879  (m)          691.86   (f) ADJ UNCH    2 0
 KA0473
 KA0473.Superseded values are not recommended for survey control.
 KA0473
 KA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0473.See file dsdata.pdf to determine how the superseded data were derived.
 KA0473
 KA0473_MARKER: DB = BENCH MARK DISK
 KA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0473_STAMPING: Q 83 1946
 KA0473_MARK LOGO: CGS
 KA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0473+STABILITY: SURFACE MOTION
 KA0473
 KA0473  HISTORY     - Date     Condition        Report By
 KA0473  HISTORY     - 1946     MONUMENTED       CGS
 KA0473
 KA0473                          STATION DESCRIPTION
 KA0473
 KA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0473'0.8 MI N FROM SPENCER.
 KA0473'0.8 MILE NORTH ALONG A GRAVEL ROAD LEADING TO CUBA FROM THE
 KA0473'COURT HOUSE AT SPENCER, AT A FARM HOUSE, 51 FEET SOUTHEAST OF
 KA0473'THE SOUTHEAST CORNER OF THE HOUSE, 24 FEET WEST OF AND ABOUT
 KA0473'LEVEL WITH THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF THE
 KA0473'CENTER LINE OF A DRIVE-WAY TO THE HOUSE, 6 FEET SOUTHEAST OF
 KA0473'POWER LINE POLE NO. 3-064-11.1, 0.8 FOOT EAST OF A WIRE FENCE,
 KA0473'AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0473'DISK, STAMPED Q 83 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0473'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1195 ***********************************************************************
 KA1195  DESIGNATION -  Q 84
 KA1195  PID         -  KA1195
 KA1195  STATE/COUNTY-  IN/OWEN
 KA1195  COUNTRY     -  US
 KA1195  USGS QUAD   -  COAL CITY (2019)
 KA1195
 KA1195                         *CURRENT SURVEY CONTROL
 KA1195  ______________________________________________________________________
 KA1195* NAD 83(1986) POSITION- 39 11 23.     (N) 087 01 20.     (W)   SCALED
 KA1195* NAVD 88 ORTHO HEIGHT -   163.156 (meters)      535.29  (feet) POSTED
 KA1195  ______________________________________________________________________
 KA1195  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 KA1195  DYNAMIC HEIGHT  -        163.06  (meters)      535.0   (feet) COMP
 KA1195  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 KA1195
 KA1195  VERT ORDER      -  * POSTED, SEE BELOW
 KA1195
 KA1195.The horizontal coordinates were scaled from a map and have
 KA1195.an estimated accuracy of +/- 6 seconds.
 KA1195
 KA1195.The orthometric height was determined by differential leveling
 KA1195.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1195
 KA1195.* This is a POSTED BENCH MARK height.
 KA1195
 KA1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1195.GEOID18 height accuracy estimate available here.
 KA1195
 KA1195.Click photographs - Photos may exist for this station.
 KA1195
 KA1195.The dynamic height is computed by dividing the NAVD 88
 KA1195.geopotential number by the normal gravity value computed on the
 KA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1195.degrees latitude (g = 980.6199 gals.).
 KA1195
 KA1195.The modeled gravity was interpolated from observed gravity values.
 KA1195
 KA1195;                    North         East    Units  Estimated Accuracy
 KA1195;SPC IN W     -   437,560.      905,280.      MT  (+/- 180 meters Scaled)
 KA1195
 KA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ980378(NAD 83)
 KA1195
 KA1195                          SUPERSEDED SURVEY CONTROL
 KA1195
 KA1195  NGVD 29 (??/??/92)  163.283  (m)          535.70   (f) ADJ UNCH    1 2
 KA1195
 KA1195.Superseded values are not recommended for survey control.
 KA1195
 KA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1195.See file dsdata.pdf to determine how the superseded data were derived.
 KA1195
 KA1195_MARKER: DB = BENCH MARK DISK
 KA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1195_STAMPING: Q 84 1946
 KA1195_MARK LOGO: CGS
 KA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1195+STABILITY: SURFACE MOTION
 KA1195
 KA1195  HISTORY     - Date     Condition        Report By
 KA1195  HISTORY     - 1946     MONUMENTED       CGS
 KA1195  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1195
 KA1195                          STATION DESCRIPTION
 KA1195
 KA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1195'3.2 MI SE FROM COAL CITY.
 KA1195'ABOUT 3.15 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1195'FROM THE STATION AT COAL CITY, AT A ROAD CROSSING, 131.5 FEET
 KA1195'WEST OF AND ACROSS THE TRACK FROM POLE NO. 34/05, 64 FEET
 KA1195'SOUTHWEST OF AND ABOUT 7 FEET LOWER THAN THE CENTER LINE OF THE
 KA1195'TRACK, 21 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA1195'THE ROAD, 3.5 FEET NORTHEAST OF A WIRE FENCE, AND 2 FEET WEST
 KA1195'OF A WHITE WOODEN WITNESS POST.
 KA1195
 KA1195                          STATION RECOVERY (1985)
 KA1195
 KA1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1033 ***********************************************************************
 KA1033  DESIGNATION -  Q 85
 KA1033  PID         -  KA1033
 KA1033  STATE/COUNTY-  IN/PARKE
 KA1033  COUNTRY     -  US
 KA1033  USGS QUAD   -  MECCA (2019)
 KA1033
 KA1033                         *CURRENT SURVEY CONTROL
 KA1033  ______________________________________________________________________
 KA1033* NAD 83(1986) POSITION- 39 43 09.     (N) 087 18 40.     (W)   SCALED
 KA1033* NAVD 88 ORTHO HEIGHT -   176.503 (meters)      579.08  (feet) ADJUSTED
 KA1033  ______________________________________________________________________
 KA1033  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 KA1033  DYNAMIC HEIGHT  -        176.404 (meters)      578.75  (feet) COMP
 KA1033  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 KA1033
 KA1033  VERT ORDER      -  SECOND    CLASS 0
 KA1033
 KA1033.The horizontal coordinates were scaled from a map and have
 KA1033.an estimated accuracy of +/- 6 seconds.
 KA1033
 KA1033.The orthometric height was determined by differential leveling and
 KA1033.adjusted by the NATIONAL GEODETIC SURVEY
 KA1033.in June 1991.
 KA1033
 KA1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1033.GEOID18 height accuracy estimate available here.
 KA1033
 KA1033.Click photographs - Photos may exist for this station.
 KA1033
 KA1033.The dynamic height is computed by dividing the NAVD 88
 KA1033.geopotential number by the normal gravity value computed on the
 KA1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1033.degrees latitude (g = 980.6199 gals.).
 KA1033
 KA1033.The modeled gravity was interpolated from observed gravity values.
 KA1033
 KA1033;                    North         East    Units  Estimated Accuracy
 KA1033;SPC IN W     -   496,360.      880,470.      MT  (+/- 180 meters Scaled)
 KA1033
 KA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ733966(NAD 83)
 KA1033
 KA1033                          SUPERSEDED SURVEY CONTROL
 KA1033
 KA1033  NGVD 29 (??/??/92)  176.605  (m)          579.41   (f) ADJ UNCH    2 0
 KA1033
 KA1033.Superseded values are not recommended for survey control.
 KA1033
 KA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1033.See file dsdata.pdf to determine how the superseded data were derived.
 KA1033
 KA1033_MARKER: DB = BENCH MARK DISK
 KA1033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1033_SP_SET: CULVERT HEADWALL
 KA1033_STAMPING: Q 85 1946
 KA1033_MARK LOGO: CGS
 KA1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1033+STABILITY: SURFACE MOTION
 KA1033
 KA1033  HISTORY     - Date     Condition        Report By
 KA1033  HISTORY     - 1946     MONUMENTED       CGS
 KA1033
 KA1033                          STATION DESCRIPTION
 KA1033
 KA1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1033'5.6 MI SW FROM ROCKVILLE.
 KA1033'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1033'AT ROCKVILLE, THENCE ABOUT 5.25 MILES SOUTH ALONG U.S. HIGHWAY
 KA1033'41, 1 MILE SOUTHWEST OF THE CHURCH OF CHRIST WHICH IS AT THE
 KA1033'JUNCTION OF A BLACK TOP ROAD LEADING WEST TO MECCA, SET IN THE
 KA1033'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 14 INCH
 KA1033'PIPE CULVERT, 150 FEET WEST OF THE WEST CORNER OF A 16 FOOT
 KA1033'CONCRETE BRIDGE, 42.4 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 KA1033'POWER POLE NO. 3-095-164, 19.1 FEET NORTHWEST OF AND ABOUT 6
 KA1033'INCHES BELOW THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA1033'STAMPED 2 85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0238 ***********************************************************************
 KA0238  DESIGNATION -  Q 86 RESET
 KA0238  PID         -  KA0238
 KA0238  STATE/COUNTY-  IN/HENDRICKS
 KA0238  COUNTRY     -  US
 KA0238  USGS QUAD   -  BROWNSBURG (2019)
 KA0238
 KA0238                         *CURRENT SURVEY CONTROL
 KA0238  ______________________________________________________________________
 KA0238* NAD 83(1986) POSITION- 39 47 58.     (N) 086 24 02.     (W)   SCALED
 KA0238* NAVD 88 ORTHO HEIGHT -   262.32  (meters)      860.6   (feet) RESET
 KA0238  ______________________________________________________________________
 KA0238  GEOID HEIGHT    -        -33.233 (meters)                     GEOID18
 KA0238  VERT ORDER      -  THIRD
 KA0238
 KA0238.The horizontal coordinates were scaled from a map and have
 KA0238.an estimated accuracy of +/- 6 seconds.
 KA0238
 KA0238.The orthometric height was computed from unverified reset data.
 KA0238
 KA0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0238.GEOID18 height accuracy estimate available here.
 KA0238
 KA0238.Click photographs - Photos may exist for this station.
 KA0238
 KA0238;                    North         East    Units  Estimated Accuracy
 KA0238;SPC IN W     -   505,470.      958,470.      MT  (+/- 180 meters Scaled)
 KA0238
 KA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK513056(NAD 83)
 KA0238
 KA0238                          SUPERSEDED SURVEY CONTROL
 KA0238
 KA0238  NGVD 29 (??/??/??)  262.43   (m)          861.0    (f) RESET       3  
 KA0238
 KA0238.Superseded values are not recommended for survey control.
 KA0238
 KA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0238.See file dsdata.pdf to determine how the superseded data were derived.
 KA0238
 KA0238_MARKER: DB = BENCH MARK DISK
 KA0238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0238_SP_SET: CULVERT WINGWALL
 KA0238_STAMPING: Q 86 RESET 1959
 KA0238_MARK LOGO: CGS
 KA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0238+STABILITY: SURFACE MOTION
 KA0238
 KA0238  HISTORY     - Date     Condition        Report By
 KA0238  HISTORY     - 1959     MONUMENTED       INHD
 KA0238  HISTORY     - 1978     GOOD             LOCSUR
 KA0238
 KA0238                          STATION DESCRIPTION
 KA0238
 KA0238'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1959
 KA0238'2.6 MI N FROM AVON.
 KA0238'ALONG THE BROWNSBURG-AVON ROAD, ABOUT 2.55 NORTH OF THE
 KA0238'INTERSECTION OF U.S. HIGHWAY 36 AT AVON, AND ABOUT 2.9 MILES
 KA0238'SOUTH OF THE MAIN STREET INTERSECTION AT BROWNSBURG, ABOUT 0.15
 KA0238'MILE SOUTH OF A SMALL BRICK FARM HOUSE ON THE WEST SIDE OF THE
 KA0238'ROAD, 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 145 FEET NORTH
 KA0238'OF A NATURAL GAS PIPELINE CROSSING, 34 FEET SOUTH OF POWER
 KA0238'LINE POLE NUMBER 65-111, SET IN THE NORTHWEST WINGWALL OF A
 KA0238'CONCRETE CULVERT, 18 INCHES NORTH AND ONE FOOT WEST OF THE
 KA0238'ORIGINAL LOCATION.
 KA0238
 KA0238                          STATION RECOVERY (1978)
 KA0238
 KA0238'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0805 ***********************************************************************
 LB0805  DESIGNATION -  Q 87
 LB0805  PID         -  LB0805
 LB0805  STATE/COUNTY-  IN/MONTGOMERY
 LB0805  COUNTRY     -  US
 LB0805  USGS QUAD   -  DARLINGTON (2019)
 LB0805
 LB0805                         *CURRENT SURVEY CONTROL
 LB0805  ______________________________________________________________________
 LB0805* NAD 83(1986) POSITION- 40 06 35.91   (N) 086 47 35.73   (W)   HD_HELD1
 LB0805* NAVD 88 ORTHO HEIGHT -   222.451 (meters)      729.82  (feet) ADJUSTED
 LB0805  ______________________________________________________________________
 LB0805  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 LB0805  DYNAMIC HEIGHT  -        222.331 (meters)      729.43  (feet) COMP
 LB0805  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LB0805
 LB0805  VERT ORDER      -  SECOND    CLASS 0
 LB0805
 LB0805.The horizontal coordinates were determined by differentially corrected
 LB0805.hand held GPS observations or other comparable positioning techniques
 LB0805.and have an estimated accuracy of +/- 3 meters.
 LB0805
 LB0805.The orthometric height was determined by differential leveling and
 LB0805.adjusted by the NATIONAL GEODETIC SURVEY
 LB0805.in June 1991.
 LB0805
 LB0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0805.GEOID18 height accuracy estimate available here.
 LB0805
 LB0805.Click photographs - Photos may exist for this station.
 LB0805
 LB0805.The dynamic height is computed by dividing the NAVD 88
 LB0805.geopotential number by the normal gravity value computed on the
 LB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0805.degrees latitude (g = 980.6199 gals.).
 LB0805
 LB0805.The modeled gravity was interpolated from observed gravity values.
 LB0805
 LB0805;                    North         East    Units  Estimated Accuracy
 LB0805;SPC IN W     -   539,768.7     924,730.0     MT  (+/- 3 meters HH1 GPS) 
 LB0805
 LB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1761939983(NAD 83)
 LB0805
 LB0805                          SUPERSEDED SURVEY CONTROL
 LB0805
 LB0805  NGVD 29 (??/??/92)  222.546  (m)          730.14   (f) ADJ UNCH    2 0
 LB0805
 LB0805.Superseded values are not recommended for survey control.
 LB0805
 LB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0805.See file dsdata.pdf to determine how the superseded data were derived.
 LB0805
 LB0805_MARKER: DB = BENCH MARK DISK
 LB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0805_STAMPING: Q 87 1946
 LB0805_MARK LOGO: CGS
 LB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0805+STABILITY: SURFACE MOTION
 LB0805
 LB0805  HISTORY     - Date     Condition        Report By
 LB0805  HISTORY     - 1946     MONUMENTED       CGS
 LB0805
 LB0805                          STATION DESCRIPTION
 LB0805
 LB0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0805'1 MI NW FROM DARLINGTON.
 LB0805'ABOUT 1.0 MILE WEST AND NORTH ALONG A PAVED ROAD FROM THE
 LB0805'PENNSYLVANIA RAILROAD STATION AT DARLINGTON, AT THE JUNCTION OF
 LB0805'A BLACK TOP ROAD LEADING WEST, AND ON THE WEST BANK OF SUGAR
 LB0805'CREEK, ABOUT 0.15 MILE NORTH OF A COVERED BRIDGE OVER THE CREEK,
 LB0805'41 FEET NORTHWEST OF A 30 INCH ASH TREE, 34 FEET EAST OF AND
 LB0805'ABOUT LEVEL WITH THE CENTER OF THE PAVED ROAD, ABOUT 6 FEET NORTH
 LB0805'OF THE PROLONGED CENTER LINE OF THE BLACK TOP ROAD LEADING WEST,
 LB0805'2 FEET SOUTHWEST OF A POLE BRACING A TELEPHONE POLE ACROSS THE
 LB0805'ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LB0805'DISK, STAMPED Q 87 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0805'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0800 ***********************************************************************
 LB0800  DESIGNATION -  Q 88
 LB0800  PID         -  LB0800
 LB0800  STATE/COUNTY-  IN/TIPPECANOE
 LB0800  COUNTRY     -  US
 LB0800  USGS QUAD   -  ROMNEY (2019)
 LB0800
 LB0800                         *CURRENT SURVEY CONTROL
 LB0800  ______________________________________________________________________
 LB0800* NAD 83(1986) POSITION- 40 15 31.     (N) 086 54 54.     (W)   SCALED
 LB0800* NAVD 88 ORTHO HEIGHT -   224.963 (meters)      738.07  (feet) ADJUSTED
 LB0800  ______________________________________________________________________
 LB0800  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 LB0800  DYNAMIC HEIGHT  -        224.849 (meters)      737.69  (feet) COMP
 LB0800  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 LB0800
 LB0800  VERT ORDER      -  SECOND    CLASS 0
 LB0800
 LB0800.The horizontal coordinates were scaled from a map and have
 LB0800.an estimated accuracy of +/- 6 seconds.
 LB0800
 LB0800.The orthometric height was determined by differential leveling and
 LB0800.adjusted by the NATIONAL GEODETIC SURVEY
 LB0800.in June 1991.
 LB0800
 LB0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0800.GEOID18 height accuracy estimate available here.
 LB0800
 LB0800.Click photographs - Photos may exist for this station.
 LB0800
 LB0800.The dynamic height is computed by dividing the NAVD 88
 LB0800.geopotential number by the normal gravity value computed on the
 LB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0800.degrees latitude (g = 980.6199 gals.).
 LB0800
 LB0800.The modeled gravity was interpolated from observed gravity values.
 LB0800
 LB0800;                    North         East    Units  Estimated Accuracy
 LB0800;SPC IN W     -   556,250.      914,320.      MT  (+/- 180 meters Scaled)
 LB0800
 LB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK072564(NAD 83)
 LB0800
 LB0800                          SUPERSEDED SURVEY CONTROL
 LB0800
 LB0800  NGVD 29 (??/??/92)  225.050  (m)          738.35   (f) ADJ UNCH    2 0
 LB0800
 LB0800.Superseded values are not recommended for survey control.
 LB0800
 LB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0800.See file dsdata.pdf to determine how the superseded data were derived.
 LB0800
 LB0800_MARKER: DB = BENCH MARK DISK
 LB0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0800_STAMPING: Q 88 1946
 LB0800_MARK LOGO: CGS
 LB0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0800+STABILITY: SURFACE MOTION
 LB0800
 LB0800  HISTORY     - Date     Condition        Report By
 LB0800  HISTORY     - 1946     MONUMENTED       CGS
 LB0800  HISTORY     - 1966     MARK NOT FOUND   CGS
 LB0800
 LB0800                          STATION DESCRIPTION
 LB0800
 LB0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0800'0.6 MI W FROM ROMNEY.
 LB0800'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0800'WITH STATE HIGHWAY 43 AT ROMNEY, AT A RAILROAD CROSSING, 37 FEET
 LB0800'SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE
 LB0800'HIGHWAY, 20.5 FEET WEST OF THE WEST RAIL OF THE TRACK, 21
 LB0800'FEET SOUTHWEST OF A CROSSING SIGNAL, 5.4 FEET SOUTH OF A
 LB0800'FENCE CORNER POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LB0800'AND SET IN THE FENCE LINE.  (TRACK MENTIONED-CHICAGO, INDIANAPOLIS
 LB0800'AND LOUISVILLE) A STANDARD DISK, STAMPED Q 88 1946 AND SET IN
 LB0800'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0800
 LB0800                          STATION RECOVERY (1966)
 LB0800
 LB0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0800'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0826 ***********************************************************************
 LB0826  DESIGNATION -  Q 89
 LB0826  PID         -  LB0826
 LB0826  STATE/COUNTY-  IN/TIPPECANOE
 LB0826  COUNTRY     -  US
 LB0826  USGS QUAD   -  ROMNEY (2019)
 LB0826
 LB0826                         *CURRENT SURVEY CONTROL
 LB0826  ______________________________________________________________________
 LB0826* NAD 83(1986) POSITION- 40 16 49.     (N) 086 54 13.     (W)   SCALED
 LB0826* NAVD 88 ORTHO HEIGHT -   226.407 (meters)      742.80  (feet) ADJUSTED
 LB0826  ______________________________________________________________________
 LB0826  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 LB0826  DYNAMIC HEIGHT  -        226.292 (meters)      742.43  (feet) COMP
 LB0826  MODELED GRAVITY -    980,114.8   (mgal)                       NAVD 88
 LB0826
 LB0826  VERT ORDER      -  SECOND    CLASS 0
 LB0826
 LB0826.The horizontal coordinates were scaled from a map and have
 LB0826.an estimated accuracy of +/- 6 seconds.
 LB0826
 LB0826.The orthometric height was determined by differential leveling and
 LB0826.adjusted by the NATIONAL GEODETIC SURVEY
 LB0826.in June 1991.
 LB0826
 LB0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0826.GEOID18 height accuracy estimate available here.
 LB0826
 LB0826.Click photographs - Photos may exist for this station.
 LB0826
 LB0826.The dynamic height is computed by dividing the NAVD 88
 LB0826.geopotential number by the normal gravity value computed on the
 LB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0826.degrees latitude (g = 980.6199 gals.).
 LB0826
 LB0826.The modeled gravity was interpolated from observed gravity values.
 LB0826
 LB0826;                    North         East    Units  Estimated Accuracy
 LB0826;SPC IN W     -   558,650.      915,280.      MT  (+/- 180 meters Scaled)
 LB0826
 LB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081588(NAD 83)
 LB0826
 LB0826                          SUPERSEDED SURVEY CONTROL
 LB0826
 LB0826  NGVD 29 (??/??/92)  226.493  (m)          743.09   (f) ADJ UNCH    2 0
 LB0826
 LB0826.Superseded values are not recommended for survey control.
 LB0826
 LB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0826.See file dsdata.pdf to determine how the superseded data were derived.
 LB0826
 LB0826_MARKER: DB = BENCH MARK DISK
 LB0826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0826_SP_SET: BOX CULVERT HEADWALL
 LB0826_STAMPING: Q 89 1946
 LB0826_MARK LOGO: CGS
 LB0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0826+STABILITY: SURFACE MOTION
 LB0826
 LB0826  HISTORY     - Date     Condition        Report By
 LB0826  HISTORY     - 1946     MONUMENTED       CGS
 LB0826  HISTORY     - 1966     GOOD             CGS
 LB0826
 LB0826                          STATION DESCRIPTION
 LB0826
 LB0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0826'2 MI N FROM ROMNEY.
 LB0826'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0826'OFFICE AT ROMNEY, ABOUT 0.2 MILE SOUTH OF A CROSS ROAD, SET IN
 LB0826'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 16
 LB0826'INCH BOX CULVERT, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0826'0.9 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1
 LB0826'FOOT BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED Q 89 1946.
 LB0826
 LB0826                          STATION RECOVERY (1966)
 LB0826
 LB0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2092 ***********************************************************************
 JZ2092  DESIGNATION -  Q 9
 JZ2092  PID         -  JZ2092
 JZ2092  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2092  COUNTRY     -  US
 JZ2092  USGS QUAD   -  COLUMBUS (2019)
 JZ2092
 JZ2092                         *CURRENT SURVEY CONTROL
 JZ2092  ______________________________________________________________________
 JZ2092* NAD 83(1986) POSITION- 39 12 01.3    (N) 085 55 19.9    (W)   HD_HELD2
 JZ2092* NAVD 88 ORTHO HEIGHT -   191.359 (meters)      627.82  (feet) ADJUSTED
 JZ2092  ______________________________________________________________________
 JZ2092  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 JZ2092  DYNAMIC HEIGHT  -        191.242 (meters)      627.43  (feet) COMP
 JZ2092  MODELED GRAVITY -    980,010.4   (mgal)                       NAVD 88
 JZ2092
 JZ2092  VERT ORDER      -  FIRST     CLASS II
 JZ2092
 JZ2092.The horizontal coordinates were established by autonomous hand held GPS
 JZ2092.observations and have an estimated accuracy of +/- 10 meters.
 JZ2092
 JZ2092.The orthometric height was determined by differential leveling and
 JZ2092.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2092.in June 1991.
 JZ2092
 JZ2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2092.GEOID18 height accuracy estimate available here.
 JZ2092
 JZ2092.Click photographs - Photos may exist for this station.
 JZ2092
 JZ2092.The dynamic height is computed by dividing the NAVD 88
 JZ2092.geopotential number by the normal gravity value computed on the
 JZ2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2092.degrees latitude (g = 980.6199 gals.).
 JZ2092
 JZ2092.The modeled gravity was interpolated from observed gravity values.
 JZ2092
 JZ2092;                    North         East    Units  Estimated Accuracy
 JZ2092;SPC IN E     -   438,770.       77,928.      MT  (+/- 10 meters HH2 GPS)
 JZ2092
 JZ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9306639564(NAD 83)
 JZ2092
 JZ2092                          SUPERSEDED SURVEY CONTROL
 JZ2092
 JZ2092  NGVD 29 (??/??/92)  191.481  (m)          628.22   (f) ADJ UNCH    1 2
 JZ2092
 JZ2092.Superseded values are not recommended for survey control.
 JZ2092
 JZ2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2092.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2092
 JZ2092_MARKER: DB = BENCH MARK DISK
 JZ2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2092_STAMPING: 628.217 Q 9 1930
 JZ2092_MARK LOGO: CGS
 JZ2092_PROJECTION: FLUSH
 JZ2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2092+STABILITY: SURFACE MOTION
 JZ2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2092+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 JZ2092
 JZ2092  HISTORY     - Date     Condition        Report By
 JZ2092  HISTORY     - 1930     MONUMENTED       CGS
 JZ2092  HISTORY     - 1947     GOOD             CGS
 JZ2092  HISTORY     - 20041127 GOOD             GEOCAC
 JZ2092  HISTORY     - 20070109 GOOD             BEACON
 JZ2092  HISTORY     - 20130722 GOOD             INDOT
 JZ2092
 JZ2092                          STATION DESCRIPTION
 JZ2092
 JZ2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2092'AT COLUMBUS.
 JZ2092'AT COLUMBUS, AT THE SOUTHWEST CORNER OF THE COURT HOUSE GROUNDS,
 JZ2092'45.5 FEET EAST OF THE CENTER LINE OF JACKSON STREET, 45.0 FEET
 JZ2092'NORTH OF THE CENTER LINE OF 2ND STREET, 2 FEET INSIDE A CONCRETE
 JZ2092'CURB AROUND THE COURT HOUSE LAWN ABOUT 1.5 FEET ABOVE THE INTERSECTION
 JZ2092'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ2092
 JZ2092                          STATION RECOVERY (2004)
 JZ2092
 JZ2092'RECOVERY NOTE BY GEOCACHING 2004
 JZ2092'RECOVERED IN GOOD CONDITION.
 JZ2092
 JZ2092                          STATION RECOVERY (2007)
 JZ2092
 JZ2092'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2092'RECOVERED IN GOOD CONDITION.
 JZ2092
 JZ2092                          STATION RECOVERY (2013)
 JZ2092
 JZ2092'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JZ2092'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1534 ***********************************************************************
 KA1534  DESIGNATION -  Q 91
 KA1534  PID         -  KA1534
 KA1534  STATE/COUNTY-  IN/VERMILLION
 KA1534  COUNTRY     -  US
 KA1534  USGS QUAD   -  CLINTON (2019)
 KA1534
 KA1534                         *CURRENT SURVEY CONTROL
 KA1534  ______________________________________________________________________
 KA1534* NAD 83(1986) POSITION- 39 42 51.     (N) 087 23 25.     (W)   SCALED
 KA1534* NAVD 88 ORTHO HEIGHT -   156.208 (meters)      512.49  (feet) ADJUSTED
 KA1534  ______________________________________________________________________
 KA1534  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KA1534  DYNAMIC HEIGHT  -        156.121 (meters)      512.21  (feet) COMP
 KA1534  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 KA1534
 KA1534  VERT ORDER      -  SECOND    CLASS 0
 KA1534
 KA1534.The horizontal coordinates were scaled from a map and have
 KA1534.an estimated accuracy of +/- 6 seconds.
 KA1534
 KA1534.The orthometric height was determined by differential leveling and
 KA1534.adjusted by the NATIONAL GEODETIC SURVEY
 KA1534.in June 1991.
 KA1534
 KA1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1534.GEOID18 height accuracy estimate available here.
 KA1534
 KA1534.Click photographs - Photos may exist for this station.
 KA1534
 KA1534.The dynamic height is computed by dividing the NAVD 88
 KA1534.geopotential number by the normal gravity value computed on the
 KA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1534.degrees latitude (g = 980.6199 gals.).
 KA1534
 KA1534.The modeled gravity was interpolated from observed gravity values.
 KA1534
 KA1534;                    North         East    Units  Estimated Accuracy
 KA1534;SPC IN W     -   495,830.      873,680.      MT  (+/- 180 meters Scaled)
 KA1534
 KA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ665961(NAD 83)
 KA1534
 KA1534                          SUPERSEDED SURVEY CONTROL
 KA1534
 KA1534  NGVD 29 (??/??/92)  156.310  (m)          512.83   (f) ADJ UNCH    2 0
 KA1534
 KA1534.Superseded values are not recommended for survey control.
 KA1534
 KA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1534.See file dsdata.pdf to determine how the superseded data were derived.
 KA1534
 KA1534_MARKER: DB = BENCH MARK DISK
 KA1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1534_SP_SET: UNDERPASS
 KA1534_STAMPING: Q 91 1938
 KA1534_MARK LOGO: CGS
 KA1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1534
 KA1534  HISTORY     - Date     Condition        Report By
 KA1534  HISTORY     - 1938     MONUMENTED       CGS
 KA1534
 KA1534                          STATION DESCRIPTION
 KA1534
 KA1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1534'4 MI NW FROM CLINTON.
 KA1534'ABOUT 4 MILES NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA1534'RAILROAD FROM THE STATION AT CLINTON, VERMILLION COUNTY, 4.3
 KA1534'MILES SOUTHEAST OF THE STATION AT HILLSDALE, 6 RAILS NORTHWEST
 KA1534'OF MILEPOST 159, AT A CONCRETE UNDERPASS, ON THE NORTH END OF THE
 KA1534'EAST ABUTMENT, AND ABOUT 1 STEP BELOW THE LEVEL OF THE RAIL.
 KA1534'A STANDARD DISK, STAMPED Q 91 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2111 ***********************************************************************
 JZ2111  DESIGNATION -  Q 92
 JZ2111  PID         -  JZ2111
 JZ2111  STATE/COUNTY-  IN/JENNINGS
 JZ2111  COUNTRY     -  US
 JZ2111  USGS QUAD   -  NORTH VERNON (2019)
 JZ2111
 JZ2111                         *CURRENT SURVEY CONTROL
 JZ2111  ______________________________________________________________________
 JZ2111* NAD 83(1986) POSITION- 39 00 24.     (N) 085 37 50.     (W)   SCALED
 JZ2111* NAVD 88 ORTHO HEIGHT -   224.929 (meters)      737.95  (feet) ADJUSTED
 JZ2111  ______________________________________________________________________
 JZ2111  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 JZ2111  DYNAMIC HEIGHT  -        224.786 (meters)      737.49  (feet) COMP
 JZ2111  MODELED GRAVITY -    979,986.9   (mgal)                       NAVD 88
 JZ2111
 JZ2111  VERT ORDER      -  FIRST     CLASS II
 JZ2111
 JZ2111.The horizontal coordinates were scaled from a map and have
 JZ2111.an estimated accuracy of +/- 6 seconds.
 JZ2111
 JZ2111.The orthometric height was determined by differential leveling and
 JZ2111.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2111.in June 1991.
 JZ2111
 JZ2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2111.GEOID18 height accuracy estimate available here.
 JZ2111
 JZ2111.Click photographs - Photos may exist for this station.
 JZ2111
 JZ2111.The dynamic height is computed by dividing the NAVD 88
 JZ2111.geopotential number by the normal gravity value computed on the
 JZ2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2111.degrees latitude (g = 980.6199 gals.).
 JZ2111
 JZ2111.The modeled gravity was interpolated from observed gravity values.
 JZ2111
 JZ2111;                    North         East    Units  Estimated Accuracy
 JZ2111;SPC IN E     -   417,240.      103,130.      MT  (+/- 180 meters Scaled)
 JZ2111
 JZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ185184(NAD 83)
 JZ2111
 JZ2111                          SUPERSEDED SURVEY CONTROL
 JZ2111
 JZ2111  NGVD 29 (??/??/92)  225.049  (m)          738.35   (f) ADJ UNCH    1 2
 JZ2111
 JZ2111.Superseded values are not recommended for survey control.
 JZ2111
 JZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2111.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2111
 JZ2111_MARKER: DB = BENCH MARK DISK
 JZ2111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2111_SP_SET: STEEL SUPPORT BASE
 JZ2111_STAMPING: Q 92 1938
 JZ2111_MARK LOGO: CGS
 JZ2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2111
 JZ2111  HISTORY     - Date     Condition        Report By
 JZ2111  HISTORY     - 1938     MONUMENTED       CGS
 JZ2111  HISTORY     - 1956     MARK NOT FOUND   CGS
 JZ2111
 JZ2111                          STATION DESCRIPTION
 JZ2111
 JZ2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JZ2111'0.3 MI W FROM NORTH VERNON.
 JZ2111'0.3 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2111'STATION AT NORTH VERNON, JENNINGS COUNTY, 0.3 MILE EAST OF WHITCOMB,
 JZ2111'AT AN OVERHEAD BRIDGE OVER STATE HIGHWAYS 3 AND 7, IN THE TOP OF
 JZ2111'THE CONCRETE BASE OF A STEEL SUPPORT, 10 FEET SOUTH OF THE SOUTH
 JZ2111'RAIL OF THE MAIN TRACK, AND ABOUT 3 INCHES HIGHER THAN THE TRACK.
 JZ2111'A STANDARD DISK, STAMPED Q 92 1938.  NOTE-- THE PRESENT BRIDGE
 JZ2111'IS ALL OF WOOD CONSTRUCTION.  THE MARK WAS PROBABLY DESTROYED WHEN
 JZ2111'THE BRIDGE WAS REMODELED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1883 ***********************************************************************
 JZ1883  DESIGNATION -  Q 93
 JZ1883  PID         -  JZ1883
 JZ1883  STATE/COUNTY-  IN/RIPLEY
 JZ1883  COUNTRY     -  US
 JZ1883  USGS QUAD   -  OSGOOD (2019)
 JZ1883
 JZ1883                         *CURRENT SURVEY CONTROL
 JZ1883  ______________________________________________________________________
 JZ1883* NAD 83(1986) POSITION- 39 07 56.     (N) 085 17 19.     (W)   SCALED
 JZ1883* NAVD 88 ORTHO HEIGHT -   297.274 (meters)      975.31  (feet) POSTED
 JZ1883  ______________________________________________________________________
 JZ1883  GEOID HEIGHT    -        -34.170 (meters)                     GEOID18
 JZ1883  DYNAMIC HEIGHT  -        297.08  (meters)      974.7   (feet) COMP
 JZ1883  MODELED GRAVITY -    979,975.2   (mgal)                       NAVD 88
 JZ1883
 JZ1883  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1883
 JZ1883.The horizontal coordinates were scaled from a map and have
 JZ1883.an estimated accuracy of +/- 6 seconds.
 JZ1883
 JZ1883.The orthometric height was determined by differential leveling
 JZ1883.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1883
 JZ1883.* This is a POSTED BENCH MARK height.
 JZ1883
 JZ1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1883.GEOID18 height accuracy estimate available here.
 JZ1883
 JZ1883.Click photographs - Photos may exist for this station.
 JZ1883
 JZ1883.The dynamic height is computed by dividing the NAVD 88
 JZ1883.geopotential number by the normal gravity value computed on the
 JZ1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1883.degrees latitude (g = 980.6199 gals.).
 JZ1883
 JZ1883.The modeled gravity was interpolated from observed gravity values.
 JZ1883
 JZ1883;                    North         East    Units  Estimated Accuracy
 JZ1883;SPC IN E     -   431,240.      132,690.      MT  (+/- 180 meters Scaled)
 JZ1883
 JZ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ479328(NAD 83)
 JZ1883
 JZ1883                          SUPERSEDED SURVEY CONTROL
 JZ1883
 JZ1883  NGVD 29 (??/??/92)  297.416  (m)          975.77   (f) ADJ UNCH    1 2
 JZ1883
 JZ1883.Superseded values are not recommended for survey control.
 JZ1883
 JZ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1883.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1883
 JZ1883_MARKER: DB = BENCH MARK DISK
 JZ1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1883_SP_SET: ABUTMENT
 JZ1883_STAMPING: Q 93 1938
 JZ1883_MARK LOGO: CGS
 JZ1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1883
 JZ1883  HISTORY     - Date     Condition        Report By
 JZ1883  HISTORY     - 1938     MONUMENTED       CGS
 JZ1883  HISTORY     - 20230815 MARK NOT FOUND   INDOT
 JZ1883
 JZ1883                          STATION DESCRIPTION
 JZ1883
 JZ1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1883'0.3 MI E FROM OSGOOD.
 JZ1883'0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1883'STATION AT OSGOOD, RIPLEY COUNTY, AT POLE 51/11, AT BRIDGE NO.
 JZ1883'51.20, IN THE TOP OF THE SOUTHEAST ABUTMENT, 3 FEET EAST OF
 JZ1883'THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 JZ1883'DISK, STAMPED Q 93 1938.
 JZ1883
 JZ1883                          STATION RECOVERY (2023)
 JZ1883
 JZ1883'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0933 ***********************************************************************
 LB0933  CBN         -  This is a Cooperative Base Network Control Station.
 LB0933  PACS        -  This is a Primary Airport Control Station.
 LB0933  DESIGNATION -  Q 94
 LB0933  PID         -  LB0933
 LB0933  STATE/COUNTY-  IN/TIPPECANOE
 LB0933  COUNTRY     -  US
 LB0933  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0933
 LB0933                         *CURRENT SURVEY CONTROL
 LB0933  ______________________________________________________________________
 LB0933* NAD 83(2011) POSITION- 40 25 00.66256(N) 086 55 52.80697(W)   ADJUSTED
 LB0933* NAD 83(2011) ELLIP HT-   152.015 (meters)        (06/27/12)   ADJUSTED
 LB0933* NAD 83(2011) EPOCH   -  2010.00
 LB0933* NAVD 88 ORTHO HEIGHT -   185.690 (meters)      609.22  (feet) ADJUSTED
 LB0933  ______________________________________________________________________
 LB0933  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 LB0933  NAD 83(2011) X  -    260,326.434 (meters)                     COMP
 LB0933  NAD 83(2011) Y  - -4,855,969.213 (meters)                     COMP
 LB0933  NAD 83(2011) Z  -  4,113,433.130 (meters)                     COMP
 LB0933  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 LB0933  DYNAMIC HEIGHT  -        185.600 (meters)      608.92  (feet) COMP
 LB0933  MODELED GRAVITY -    980,134.9   (mgal)                       NAVD 88
 LB0933
 LB0933  VERT ORDER      -  SECOND    CLASS 0
 LB0933
 LB0933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0933  Standards:
 LB0933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0933  -------------------------------------------------------------------
 LB0933  NETWORK    0.53   1.18           0.25   0.17   0.60     -0.09414925
 LB0933  -------------------------------------------------------------------
 LB0933  Click here for local accuracies and other accuracy information.
 LB0933
 LB0933.This mark is at Purdue Univ Airport (LAF)
 LB0933
 LB0933.The horizontal coordinates were established by GPS observations
 LB0933.and adjusted by the National Geodetic Survey in June 2012.
 LB0933
 LB0933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0933.been affixed to the stable North American tectonic plate. See 
 LB0933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0933
 LB0933.The horizontal coordinates are valid at the epoch date displayed above
 LB0933.which is a decimal equivalence of Year/Month/Day.
 LB0933
 LB0933.The orthometric height was determined by differential leveling and
 LB0933.adjusted by the NATIONAL GEODETIC SURVEY
 LB0933.in June 1991.
 LB0933
 LB0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0933.GEOID18 height accuracy estimate available here.
 LB0933
 LB0933.Click photographs - Photos may exist for this station.
 LB0933
 LB0933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0933
 LB0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0933
 LB0933.The ellipsoidal height was determined by GPS observations
 LB0933.and is referenced to NAD 83.
 LB0933
 LB0933.The dynamic height is computed by dividing the NAVD 88
 LB0933.geopotential number by the normal gravity value computed on the
 LB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0933.degrees latitude (g = 980.6199 gals.).
 LB0933
 LB0933.The modeled gravity was interpolated from observed gravity values.
 LB0933
 LB0933. The following values were computed from the NAD 83(2011) position.
 LB0933
 LB0933;                    North         East     Units Scale Factor Converg.
 LB0933;SPC IN W     -   573,813.724   912,900.003   MT  0.99996871   +0 05 54.8
 LB0933;SPC IN W     - 1,882,587.19  2,995,072.76   sFT  0.99996871   +0 05 54.8
 LB0933;UTM  16      - 4,474,027.504   505,825.405   MT  0.99960042   +0 02 40.3
 LB0933
 LB0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0933!SPC IN W     -   0.99997615  x   0.99996871  =   0.99994486
 LB0933!UTM  16      -   0.99997615  x   0.99960042  =   0.99957658
 LB0933
 LB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0582574027(NAD 83)
 LB0933
 LB0933                          SUPERSEDED SURVEY CONTROL
 LB0933
 LB0933  NAD 83(2007)-  40 25 00.66271(N)    086 55 52.80796(W) AD(2002.00) 0
 LB0933  ELLIP H (02/10/07)  152.040  (m)                       GP(2002.00)    
 LB0933  NAD 83(1997)-  40 25 00.66248(N)    086 55 52.80779(W) AD(       ) B
 LB0933  ELLIP H (04/10/98)  152.048  (m)                       GP(       ) 4 1
 LB0933  NAVD 88             185.69   (m)          609.2    (f) LEVELING    3  
 LB0933  NGVD 29 (??/??/92)  185.790  (m)          609.55   (f) ADJ UNCH    2 0
 LB0933
 LB0933.Superseded values are not recommended for survey control.
 LB0933
 LB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0933.See file dsdata.pdf to determine how the superseded data were derived.
 LB0933
 LB0933_MARKER: DB = BENCH MARK DISK
 LB0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0933_STAMPING: Q 94 1946
 LB0933_MARK LOGO: CGS
 LB0933_PROJECTION: PROJECTING 3 CENTIMETERS
 LB0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0933+STABILITY: SURFACE MOTION
 LB0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0933+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2022
 LB0933
 LB0933  HISTORY     - Date     Condition        Report By
 LB0933  HISTORY     - 1946     MONUMENTED       CGS
 LB0933  HISTORY     - 1968     GOOD             CGS
 LB0933  HISTORY     - 1978     GOOD             NGS
 LB0933  HISTORY     - 19870730 GOOD             NGS
 LB0933  HISTORY     - 19970527 GOOD             NGS
 LB0933  HISTORY     - 19970627 GOOD             NGS
 LB0933  HISTORY     - 19980724 GOOD             WOOLPT
 LB0933  HISTORY     - 20020315 GOOD             WOOLPT
 LB0933  HISTORY     - 20050322 GOOD             INDIV
 LB0933  HISTORY     - 20080711 GOOD             BFSINC
 LB0933  HISTORY     - 20090728 GOOD             LDACE
 LB0933  HISTORY     - 20110505 GOOD             JCLS
 LB0933  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB0933  HISTORY     - 20141013 GOOD             INDIV
 LB0933  HISTORY     - 20170206 GOOD             INDOT
 LB0933  HISTORY     - 20220627 GOOD             INDOT
 LB0933
 LB0933                          STATION DESCRIPTION
 LB0933
 LB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0933'1.3 MI SW FROM WEST LA FAYETTE.
 LB0933'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 26 FROM THE PURDUE
 LB0933'UNIVERSITY AGRICULTURE BUILDING AT WEST LA FAYETTE, THENCE 0.5 MILE
 LB0933'SOUTH ALONG A PAVED ROAD, AT PURDUE UNIVERSITY AIR PORT, 141 FEET
 LB0933'NORTH OF THE NORTHWEST CORNER OF THE WESTERLY AND NEWER OF TWO
 LB0933'LARGE BRICK HANGARS, 35 FEET SOUTH OF THE SOUTH RAIL OF THE NEW
 LB0933'YORK, CHICAGO AND ST. LOUIS RAILROAD, 16.5 FEET NORTHEAST OF A
 LB0933'FIELD BOUNDARY LIGHT, 1 1/2 FEET SOUTH OF THE NORTH BOUNDARY FENCE
 LB0933'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET
 LB0933'BELOW TRACK LEVEL.  A STANDARD DISK, STAMPED Q 94 1946 AND SET IN
 LB0933'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB0933
 LB0933                          STATION RECOVERY (1968)
 LB0933
 LB0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (1978)
 LB0933
 LB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (1987)
 LB0933
 LB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (1997)
 LB0933
 LB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB0933'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF LAFAYETTE, ALONG THE
 LB0933'NORTH SIDE OF THE LAFAYETTE-PURDUE UNIVERSITY AIRPORT, IN THE
 LB0933'SOUTHWEST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 526 (AIRPORT ROAD)
 LB0933'AND A RAILROAD TRACK, AND IN A STRIP OF GRASS BETWEEN THE RAILROAD AND
 LB0933'AN ACCESS ROAD LEADING TO SEVERAL HANGARS. OWNERSHIP--NEW YORK CENTRAL
 LB0933'AND ST. LOUIS RAILROAD.  TO REACH FROM THE UNDERPASS AT THE JUNCTION
 LB0933'OF INTERSTATE HIGHWAY 65, U.S. HIGHWAY 231 AND STATE HIGHWAY 43 (EXIT
 LB0933'178) ABOUT 7 KM (4.35 MI) NORTH OF LAFAYETTE, GO SOUTHWESTERLY ON
 LB0933'HIGHWAYS 43 AND 231 FOR 8.29 KM (5.15 MI) TO THE T-JUNCTION OF STATE
 LB0933'HIGHWAY 26 (STATE STREET) IN WEST LAFAYETTE.  TURN RIGHT, WEST AND
 LB0933'UPHILL ON STATE STREET FOR 2.25 KM (1.40 MI) TO A PAVED CROSSROAD
 LB0933'(STATE HIGHWAY 526/AIRPORT ROAD). TURN LEFT, SOUTH ON AIRPORT ROAD FOR
 LB0933'0.8 KM (0.50 MI) TO THE TERMINAL AND TWO PARKING LOTS JUST PAST A
 LB0933'RAILROAD TRACK.  TURN RIGHT, WEST THROUGH A PARKING LOT FOR 0.12 KM
 LB0933'(0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 LB0933'OF A 30 CM SQUARE CONCRETE POST PROJECTING 12 CM ABOVE GROUND.  IT IS
 LB0933'15.0 M (49.2 FT) SOUTH OF AND ABOUT 1.5 M (4.9 FT) LOWER THAN THE
 LB0933'SOUTH RAIL OF THE TRACKS, 14.0 M (45.9 FT) NORTHEAST OF A FIRE
 LB0933'HYDRANT, 13.7 M (44.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 LB0933'STEEL CABLE DUCT COVER, 12.4 M (40.7 FT) NORTH OF THE NORTHEAST CORNER
 LB0933'OF THE CHAIN LINK AIRPORT PERIMETER FENCE, 8.6 M (28.2 FT) NORTH OF
 LB0933'THE CENTER OF THE PAVED ACCESS ROAD, 5.4 M (17.7 FT) SOUTH OF THE
 LB0933'SOUTHWEST CORNER OF A CONCRETE CABLE DUCT COVER, 4.9 M (16.1 FT)
 LB0933'WEST-SOUTHWEST OF A MOTORCYCLE PARKING ONLY SIGN, 3.6 M (11.8 FT) WEST
 LB0933'OF THE NORTHWEST CORNER OF THE PARKING LOT AND 0.2 M (0.7 FT) SOUTH OF
 LB0933'A FIBERGLASS WITNESS POST.  NOTE--THIS STATION IS DESIGNATED AS THE
 LB0933'PRIMARY AIRPORT CONTROL STATION.
 LB0933
 LB0933                          STATION RECOVERY (1997)
 LB0933
 LB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB0933'RECOVERED AS DESCRIBED.
 LB0933
 LB0933                          STATION RECOVERY (1998)
 LB0933
 LB0933'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (KRB)
 LB0933'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (KRB).
 LB0933
 LB0933                          STATION RECOVERY (2002)
 LB0933
 LB0933'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (RMC)
 LB0933'DUE TO LARGE TREES IN THE SOUTH AND EAST QUADRANTS THE STATION IS NO
 LB0933'LONGER IDEAL FOR SATELLITE OBSERVATIONS
 LB0933
 LB0933                          STATION RECOVERY (2005)
 LB0933
 LB0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (2008)
 LB0933
 LB0933'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (2009)
 LB0933
 LB0933'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2009 (DLS)
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (2011)
 LB0933
 LB0933'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB0933'RECOVERED IN GOOD CONDITION.
 LB0933
 LB0933                          STATION RECOVERY (2014)
 LB0933
 LB0933'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB0933'RECOVERED AS DESCRIBED
 LB0933
 LB0933                          STATION RECOVERY (2014)
 LB0933
 LB0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (NHH)
 LB0933'RECOVERED AS DESCRIBED, DISC AND CONCRETE POST PROJECTING 12 CM ABOVE
 LB0933'GROUND, IS CLEAR FOR GPS OBSERVATION.
 LB0933
 LB0933                          STATION RECOVERY (2017)
 LB0933
 LB0933'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0933'RECOVERED AS DESCRIBED.
 LB0933
 LB0933                          STATION RECOVERY (2022)
 LB0933
 LB0933'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0563 ***********************************************************************
 JZ0563  DESIGNATION -  Q 94
 JZ0563  PID         -  JZ0563
 JZ0563  STATE/COUNTY-  IN/DEARBORN
 JZ0563  COUNTRY     -  US
 JZ0563  USGS QUAD   -  AURORA (2019)
 JZ0563
 JZ0563                         *CURRENT SURVEY CONTROL
 JZ0563  ______________________________________________________________________
 JZ0563* NAD 83(1986) POSITION- 39 02 59.     (N) 084 56 27.     (W)   SCALED
 JZ0563* NAVD 88 ORTHO HEIGHT -   148.605 (meters)      487.55  (feet) POSTED
 JZ0563  ______________________________________________________________________
 JZ0563  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 JZ0563  DYNAMIC HEIGHT  -        148.51  (meters)      487.2   (feet) COMP
 JZ0563  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 JZ0563
 JZ0563  VERT ORDER      -  * POSTED, SEE BELOW
 JZ0563
 JZ0563.The horizontal coordinates were scaled from a map and have
 JZ0563.an estimated accuracy of +/- 6 seconds.
 JZ0563
 JZ0563.The orthometric height was determined by differential leveling
 JZ0563.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ0563
 JZ0563.* This is a POSTED BENCH MARK height.
 JZ0563
 JZ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0563.GEOID18 height accuracy estimate available here.
 JZ0563
 JZ0563.Click photographs - Photos may exist for this station.
 JZ0563
 JZ0563.The dynamic height is computed by dividing the NAVD 88
 JZ0563.geopotential number by the normal gravity value computed on the
 JZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0563.degrees latitude (g = 980.6199 gals.).
 JZ0563
 JZ0563.The modeled gravity was interpolated from observed gravity values.
 JZ0563
 JZ0563;                    North         East    Units  Estimated Accuracy
 JZ0563;SPC IN E     -   422,270.      162,830.      MT  (+/- 180 meters Scaled)
 JZ0563
 JZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ781243(NAD 83)
 JZ0563
 JZ0563                          SUPERSEDED SURVEY CONTROL
 JZ0563
 JZ0563  NGVD 29 (??/??/92)  148.813  (m)          488.23   (f) ADJ UNCH    1 2
 JZ0563
 JZ0563.Superseded values are not recommended for survey control.
 JZ0563
 JZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0563.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0563
 JZ0563_MARKER: DB = BENCH MARK DISK
 JZ0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0563_SP_SET: CULVERT HEADWALL
 JZ0563_STAMPING: Q 94 1938
 JZ0563_MARK LOGO: CGS
 JZ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0563+STABILITY: SURFACE MOTION
 JZ0563
 JZ0563  HISTORY     - Date     Condition        Report By
 JZ0563  HISTORY     - 1938     MONUMENTED       CGS
 JZ0563
 JZ0563                          STATION DESCRIPTION
 JZ0563
 JZ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ0563'2.2 MI W FROM AURORA.
 JZ0563'2.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0563'STATION AT AURORA, DEARBORN COUNTY, 4 1/2 POLES NORTHWEST OF
 JZ0563'MILEPOST C 28, BETWEEN POLES 28/03 AND 28/04, AT STONE CULVERT NO.
 JZ0563'28.04, IN THE TOP OF THE HEADWALL, 9 FEET SOUTHWEST OF THE
 JZ0563'SOUTHWEST RAIL, 1 FOOT FROM THE WEST EDGE, AND ABOUT 3 FEET
 JZ0563'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 94 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1721 ***********************************************************************
 LB1721  DESIGNATION -  Q 95
 LB1721  PID         -  LB1721
 LB1721  STATE/COUNTY-  IN/FOUNTAIN
 LB1721  COUNTRY     -  US
 LB1721  USGS QUAD   -  WESTPOINT (2019)
 LB1721
 LB1721                         *CURRENT SURVEY CONTROL
 LB1721  ______________________________________________________________________
 LB1721* NAD 83(1986) POSITION- 40 21 08.     (N) 087 06 35.     (W)   SCALED
 LB1721* NAVD 88 ORTHO HEIGHT -   156.185 (meters)      512.42  (feet) ADJUSTED
 LB1721  ______________________________________________________________________
 LB1721  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 LB1721  DYNAMIC HEIGHT  -        156.108 (meters)      512.16  (feet) COMP
 LB1721  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 LB1721
 LB1721  VERT ORDER      -  SECOND    CLASS 0
 LB1721
 LB1721.The horizontal coordinates were scaled from a map and have
 LB1721.an estimated accuracy of +/- 6 seconds.
 LB1721
 LB1721.The orthometric height was determined by differential leveling and
 LB1721.adjusted by the NATIONAL GEODETIC SURVEY
 LB1721.in June 1991.
 LB1721
 LB1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1721.GEOID18 height accuracy estimate available here.
 LB1721
 LB1721.Click photographs - Photos may exist for this station.
 LB1721
 LB1721.The dynamic height is computed by dividing the NAVD 88
 LB1721.geopotential number by the normal gravity value computed on the
 LB1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1721.degrees latitude (g = 980.6199 gals.).
 LB1721
 LB1721.The modeled gravity was interpolated from observed gravity values.
 LB1721
 LB1721;                    North         East    Units  Estimated Accuracy
 LB1721;SPC IN W     -   566,630.      897,760.      MT  (+/- 180 meters Scaled)
 LB1721
 LB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK906668(NAD 83)
 LB1721
 LB1721                          SUPERSEDED SURVEY CONTROL
 LB1721
 LB1721  NGVD 29 (??/??/92)  156.264  (m)          512.68   (f) ADJ UNCH    2 0
 LB1721
 LB1721.Superseded values are not recommended for survey control.
 LB1721
 LB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1721.See file dsdata.pdf to determine how the superseded data were derived.
 LB1721
 LB1721_MARKER: DB = BENCH MARK DISK
 LB1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1721_STAMPING: Q 95 1946
 LB1721_MARK LOGO: CGS
 LB1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1721+STABILITY: SURFACE MOTION
 LB1721
 LB1721  HISTORY     - Date     Condition        Report By
 LB1721  HISTORY     - 1946     MONUMENTED       CGS
 LB1721
 LB1721                          STATION DESCRIPTION
 LB1721
 LB1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1721'4.7 MI W FROM WEST POINT.
 LB1721'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WAYNE
 LB1721'TOWNSHIP SCHOOL AT WEST POINT, THENCE ABOUT 3.5 MILES WEST ALONG
 LB1721'A GRAVEL ROAD LEADING TO RIVERSIDE AND ATTICA, TO THE CROSSING
 LB1721'OF THE WABASH RAILROAD, THENCE ABOUT 0.8 MILE NORTHWEST ALONG
 LB1721'A PRIVATE ROAD LEADING TO THE SOUTHEAST BANK OF THE WABASH RIVER,
 LB1721'BENCH MARK IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LB1721'CEMENT BLOCK CLUB HOUSE, ABOUT 50 FEET SOUTHEAST OF THE RIVER
 LB1721'BANK, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 LB1721'ABOUT MIDWAY BETWEEN TWO TWIN ELM TREES, AND 2 FEET NORTHEAST
 LB1721'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 95
 LB1721'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1721'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1702 ***********************************************************************
 LB1702  DESIGNATION -  Q 96
 LB1702  PID         -  LB1702
 LB1702  STATE/COUNTY-  IN/FOUNTAIN
 LB1702  COUNTRY     -  US
 LB1702  USGS QUAD   -  MELLOTT (2019)
 LB1702
 LB1702                         *CURRENT SURVEY CONTROL
 LB1702  ______________________________________________________________________
 LB1702* NAD 83(1986) POSITION- 40 12 14.     (N) 087 08 42.     (W)   SCALED
 LB1702* NAVD 88 ORTHO HEIGHT -   216.680 (meters)      710.89  (feet) ADJUSTED
 LB1702  ______________________________________________________________________
 LB1702  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 LB1702  DYNAMIC HEIGHT  -        216.569 (meters)      710.53  (feet) COMP
 LB1702  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LB1702
 LB1702  VERT ORDER      -  SECOND    CLASS 0
 LB1702
 LB1702.The horizontal coordinates were scaled from a map and have
 LB1702.an estimated accuracy of +/- 6 seconds.
 LB1702
 LB1702.The orthometric height was determined by differential leveling and
 LB1702.adjusted by the NATIONAL GEODETIC SURVEY
 LB1702.in June 1991.
 LB1702
 LB1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1702.GEOID18 height accuracy estimate available here.
 LB1702
 LB1702.Click photographs - Photos may exist for this station.
 LB1702
 LB1702.The dynamic height is computed by dividing the NAVD 88
 LB1702.geopotential number by the normal gravity value computed on the
 LB1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1702.degrees latitude (g = 980.6199 gals.).
 LB1702
 LB1702.The modeled gravity was interpolated from observed gravity values.
 LB1702
 LB1702;                    North         East    Units  Estimated Accuracy
 LB1702;SPC IN W     -   550,160.      894,750.      MT  (+/- 180 meters Scaled)
 LB1702
 LB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK876503(NAD 83)
 LB1702
 LB1702                          SUPERSEDED SURVEY CONTROL
 LB1702
 LB1702  NGVD 29 (??/??/92)  216.758  (m)          711.15   (f) ADJ UNCH    2 0
 LB1702
 LB1702.Superseded values are not recommended for survey control.
 LB1702
 LB1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1702.See file dsdata.pdf to determine how the superseded data were derived.
 LB1702
 LB1702_MARKER: DB = BENCH MARK DISK
 LB1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1702_STAMPING: Q 96 1946
 LB1702_MARK LOGO: CGS
 LB1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1702+STABILITY: SURFACE MOTION
 LB1702
 LB1702  HISTORY     - Date     Condition        Report By
 LB1702  HISTORY     - 1946     MONUMENTED       CGS
 LB1702  HISTORY     - 20110117 MARK NOT FOUND   BFSINC
 LB1702
 LB1702                          STATION DESCRIPTION
 LB1702
 LB1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1702'AT NEWTOWN.
 LB1702'AT NEWTOWN, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 55 FROM THE
 LB1702'POST OFFICE, AT THE SOUTHWEST CORNER OF THE RICHLEY TOWNSHIP
 LB1702'SCHOOL YARD, 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LB1702'SCHOOL BUILDING, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB1702'23 FEET EAST OF A GRAVEL DRIVE LEADING NORTH, 5.5 FEET NORTH OF
 LB1702'THE NORTH EDGE OF AN EAST-WEST SIDE WALK, 4 FEET EAST OF THE
 LB1702'EAST EDGE OF A NORTH-SOUTH SIDE WALK, AND ABOUT LEVEL WITH THE
 LB1702'HIGHWAY.  A STANDARD DISK, STAMPED Q 96 1946 AND SET IN THE TOP
 LB1702'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1702
 LB1702                          STATION RECOVERY (2011)
 LB1702
 LB1702'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2011 (GKG)
 LB1702'MAJORITY OF REFERENCES LISTED ON THE 1946 DESCRIPTION ARE NOW GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1543 ***********************************************************************
 LB1543  DESIGNATION -  Q 97
 LB1543  PID         -  LB1543
 LB1543  STATE/COUNTY-  IN/FOUNTAIN
 LB1543  COUNTRY     -  US
 LB1543  USGS QUAD   -  MELLOTT (2019)
 LB1543
 LB1543                         *CURRENT SURVEY CONTROL
 LB1543  ______________________________________________________________________
 LB1543* NAD 83(1986) POSITION- 40 09 26.     (N) 087 14 35.     (W)   SCALED
 LB1543* NAVD 88 ORTHO HEIGHT -   190.061 (meters)      623.56  (feet) ADJUSTED
 LB1543  ______________________________________________________________________
 LB1543  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 LB1543  DYNAMIC HEIGHT  -        189.963 (meters)      623.24  (feet) COMP
 LB1543  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 LB1543
 LB1543  VERT ORDER      -  SECOND    CLASS 0
 LB1543
 LB1543.The horizontal coordinates were scaled from a map and have
 LB1543.an estimated accuracy of +/- 6 seconds.
 LB1543
 LB1543.The orthometric height was determined by differential leveling and
 LB1543.adjusted by the NATIONAL GEODETIC SURVEY
 LB1543.in June 1991.
 LB1543
 LB1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1543.GEOID18 height accuracy estimate available here.
 LB1543
 LB1543.Click photographs - Photos may exist for this station.
 LB1543
 LB1543.The dynamic height is computed by dividing the NAVD 88
 LB1543.geopotential number by the normal gravity value computed on the
 LB1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1543.degrees latitude (g = 980.6199 gals.).
 LB1543
 LB1543.The modeled gravity was interpolated from observed gravity values.
 LB1543
 LB1543;                    North         East    Units  Estimated Accuracy
 LB1543;SPC IN W     -   544,990.      886,390.      MT  (+/- 180 meters Scaled)
 LB1543
 LB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793452(NAD 83)
 LB1543
 LB1543                          SUPERSEDED SURVEY CONTROL
 LB1543
 LB1543  NGVD 29 (??/??/92)  190.135  (m)          623.80   (f) ADJ UNCH    2 0
 LB1543
 LB1543.Superseded values are not recommended for survey control.
 LB1543
 LB1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1543.See file dsdata.pdf to determine how the superseded data were derived.
 LB1543
 LB1543_MARKER: DB = BENCH MARK DISK
 LB1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1543_SP_SET: BRIDGE ABUTMENT
 LB1543_STAMPING: Q 97 1946
 LB1543_MARK LOGO: CGS
 LB1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1543
 LB1543  HISTORY     - Date     Condition        Report By
 LB1543  HISTORY     - 1946     MONUMENTED       CGS
 LB1543
 LB1543                          STATION DESCRIPTION
 LB1543
 LB1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1543'3 MI N FROM STERLING.
 LB1543'ABOUT 3.05 MILES NORTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1543'WITH STATE HIGHWAY 34 AT STERLING, AT THE JUNCTION OF A GRAVEL
 LB1543'ROAD LEADING EAST, SET IN THE TOP OF THE EAST END OF THE
 LB1543'NORTHWEST WING WALL OF THE NORTH ABUTMENT OF A 10 FOOT CONCRETE
 LB1543'BRIDGE, 75 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 LB1543'ROAD LEADING EAST, 13.5 FEET WEST OF THE CENTER LINE OF THE
 LB1543'HIGHWAY, 0.8 FOOT WEST OF THE CONCRETE GUARD RAIL OF THE BRIDGE,
 LB1543'AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1543'Q 97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1523 ***********************************************************************
 LB1523  DESIGNATION -  Q 98
 LB1523  PID         -  LB1523
 LB1523  STATE/COUNTY-  IN/WARREN
 LB1523  COUNTRY     -  US
 LB1523  USGS QUAD   -  ATTICA (2019)
 LB1523
 LB1523                         *CURRENT SURVEY CONTROL
 LB1523  ______________________________________________________________________
 LB1523* NAD 83(1986) POSITION- 40 19 41.     (N) 087 13 58.     (W)   SCALED
 LB1523* NAVD 88 ORTHO HEIGHT -   165.884 (meters)      544.24  (feet) ADJUSTED
 LB1523  ______________________________________________________________________
 LB1523  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 LB1523  DYNAMIC HEIGHT  -        165.800 (meters)      543.96  (feet) COMP
 LB1523  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 LB1523
 LB1523  VERT ORDER      -  SECOND    CLASS 0
 LB1523
 LB1523.The horizontal coordinates were scaled from a map and have
 LB1523.an estimated accuracy of +/- 6 seconds.
 LB1523
 LB1523.The orthometric height was determined by differential leveling and
 LB1523.adjusted by the NATIONAL GEODETIC SURVEY
 LB1523.in June 1991.
 LB1523
 LB1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1523.GEOID18 height accuracy estimate available here.
 LB1523
 LB1523.Click photographs - Photos may exist for this station.
 LB1523
 LB1523.The dynamic height is computed by dividing the NAVD 88
 LB1523.geopotential number by the normal gravity value computed on the
 LB1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1523.degrees latitude (g = 980.6199 gals.).
 LB1523
 LB1523.The modeled gravity was interpolated from observed gravity values.
 LB1523
 LB1523;                    North         East    Units  Estimated Accuracy
 LB1523;SPC IN W     -   563,950.      887,300.      MT  (+/- 180 meters Scaled)
 LB1523
 LB1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK802641(NAD 83)
 LB1523
 LB1523                          SUPERSEDED SURVEY CONTROL
 LB1523
 LB1523  NGVD 29 (??/??/92)  165.951  (m)          544.46   (f) ADJ UNCH    2 0
 LB1523
 LB1523.Superseded values are not recommended for survey control.
 LB1523
 LB1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1523.See file dsdata.pdf to determine how the superseded data were derived.
 LB1523
 LB1523_MARKER: DB = BENCH MARK DISK
 LB1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1523_STAMPING: Q 98 1946
 LB1523_MARK LOGO: CGS
 LB1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1523+STABILITY: SURFACE MOTION
 LB1523
 LB1523  HISTORY     - Date     Condition        Report By
 LB1523  HISTORY     - 1946     MONUMENTED       CGS
 LB1523
 LB1523                          STATION DESCRIPTION
 LB1523
 LB1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1523'3.6 MI N FROM ATTICA.
 LB1523'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1523'OFFICE AT ATTICA, THENCE ABOUT 1.75 MILES NORTHEAST ALONG A
 LB1523'BLACK TOP ROAD THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD
 LB1523'LEADING TO PINE VILLAGE, BENCH MARK IS ABOUT 141 FEET SOUTH
 LB1523'OF THE CENTER OF THE CROSSING OF THE ABANDONED ATTICA, CHICAGO
 LB1523'AND SOUTHERN RAILROAD, 43 FEET SOUTHEAST OF THE CENTER LINE
 LB1523'OF THE ROAD, 27 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 LB1523'LEADING TO A BARN LOT, 16 FEET NORTHWEST OF THE SOUTHWESTERN
 LB1523'MOST OF TWO MAPLE TREES, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET
 LB1523'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 LB1523'THE ROAD.  A STANDARD DISK, STAMPED Q 98 1946 AND SET IN THE
 LB1523'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1570 ***********************************************************************
 LB1570  DESIGNATION -  Q 99
 LB1570  PID         -  LB1570
 LB1570  STATE/COUNTY-  IN/WARREN
 LB1570  COUNTRY     -  US
 LB1570  USGS QUAD   -  WEST LEBANON (2019)
 LB1570
 LB1570                         *CURRENT SURVEY CONTROL
 LB1570  ______________________________________________________________________
 LB1570* NAD 83(1986) POSITION- 40 15 40.     (N) 087 23 12.     (W)   SCALED
 LB1570* NAVD 88 ORTHO HEIGHT -   207.449 (meters)      680.61  (feet) ADJUSTED
 LB1570  ______________________________________________________________________
 LB1570  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 LB1570  DYNAMIC HEIGHT  -        207.344 (meters)      680.26  (feet) COMP
 LB1570  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 LB1570
 LB1570  VERT ORDER      -  SECOND    CLASS 0
 LB1570
 LB1570.The horizontal coordinates were scaled from a map and have
 LB1570.an estimated accuracy of +/- 6 seconds.
 LB1570
 LB1570.The orthometric height was determined by differential leveling and
 LB1570.adjusted by the NATIONAL GEODETIC SURVEY
 LB1570.in June 1991.
 LB1570
 LB1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1570.GEOID18 height accuracy estimate available here.
 LB1570
 LB1570.Click photographs - Photos may exist for this station.
 LB1570
 LB1570.The dynamic height is computed by dividing the NAVD 88
 LB1570.geopotential number by the normal gravity value computed on the
 LB1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1570.degrees latitude (g = 980.6199 gals.).
 LB1570
 LB1570.The modeled gravity was interpolated from observed gravity values.
 LB1570
 LB1570;                    North         East    Units  Estimated Accuracy
 LB1570;SPC IN W     -   556,550.      874,200.      MT  (+/- 180 meters Scaled)
 LB1570
 LB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671568(NAD 83)
 LB1570
 LB1570                          SUPERSEDED SURVEY CONTROL
 LB1570
 LB1570  NGVD 29 (??/??/92)  207.500  (m)          680.77   (f) ADJ UNCH    2 0
 LB1570
 LB1570.Superseded values are not recommended for survey control.
 LB1570
 LB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1570.See file dsdata.pdf to determine how the superseded data were derived.
 LB1570
 LB1570_MARKER: DB = BENCH MARK DISK
 LB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1570_STAMPING: Q 99 1946
 LB1570_MARK LOGO: CGS
 LB1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1570+STABILITY: SURFACE MOTION
 LB1570
 LB1570  HISTORY     - Date     Condition        Report By
 LB1570  HISTORY     - 1946     MONUMENTED       CGS
 LB1570
 LB1570                          STATION DESCRIPTION
 LB1570
 LB1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1570'0.8 MI S FROM WEST LEBANON.
 LB1570'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 63 FROM THE POST
 LB1570'OFFICE AT WEST LEBANON, 0.15 MILE NORTH OF A BLACK TOP ROAD
 LB1570'CROSSING, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1570'39 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 24.5 FEET
 LB1570'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND TOOL SHED,
 LB1570'16 FEET NORTH OF THE CENTER LINE OF A GRAVEL DRIVE WAY, 7 FEET
 LB1570'SOUTHWEST OF A FENCE CORNER, AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 LB1570'A STANDARD DISK, STAMPED Q 99 1946 AND SET IN THE TOP OF A
 LB1570'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0327 ***********************************************************************
 MD0327  DESIGNATION -  QQ 200 RESET
 MD0327  PID         -  MD0327
 MD0327  STATE/COUNTY-  IN/DE KALB
 MD0327  COUNTRY     -  US
 MD0327  USGS QUAD   -  BUTLER WEST (2019)
 MD0327
 MD0327                         *CURRENT SURVEY CONTROL
 MD0327  ______________________________________________________________________
 MD0327* NAD 83(1986) POSITION- 41 25 48.     (N) 084 58 54.     (W)   SCALED
 MD0327* NAVD 88 ORTHO HEIGHT -   272.40  (meters)      893.7   (feet) RESET
 MD0327  ______________________________________________________________________
 MD0327  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 MD0327  VERT ORDER      -  THIRD
 MD0327
 MD0327.The horizontal coordinates were scaled from a map and have
 MD0327.an estimated accuracy of +/- 6 seconds.
 MD0327
 MD0327.The orthometric height was computed from unverified reset data.
 MD0327
 MD0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0327.GEOID18 height accuracy estimate available here.
 MD0327
 MD0327.Click photographs - Photos may exist for this station.
 MD0327
 MD0327;                    North         East    Units  Estimated Accuracy
 MD0327;SPC IN E     -   686,540.      157,260.      MT  (+/- 180 meters Scaled)
 MD0327
 MD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL686884(NAD 83)
 MD0327
 MD0327                          SUPERSEDED SURVEY CONTROL
 MD0327
 MD0327  NGVD 29 (??/??/??)  272.55   (m)          894.2    (f) RESET       3  
 MD0327
 MD0327.Superseded values are not recommended for survey control.
 MD0327
 MD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0327.See file dsdata.pdf to determine how the superseded data were derived.
 MD0327
 MD0327_MARKER: DB = BENCH MARK DISK
 MD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0327_STAMPING: QQ 200 RESET 1962
 MD0327_MARK LOGO: CGS
 MD0327_PROJECTION: FLUSH
 MD0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0327+STABILITY: SURFACE MOTION
 MD0327
 MD0327  HISTORY     - Date     Condition        Report By
 MD0327  HISTORY     - 1962     MONUMENTED       CGS
 MD0327
 MD0327                          STATION DESCRIPTION
 MD0327
 MD0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0327'2 MI E FROM WATERLOO.
 MD0327'ABOUT 2.0 MILES E ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0327'WITH NO. 27 U.S. HWY. IN WATERLOO, ABOUT 40 YARDS E OF THE
 MD0327'PROJECTED CENTER LINE OF AN 18-INCH HWY. PIPE CULVERT, IN THE
 MD0327'LINE DETERMINED BY TWO TRAFFIC-LIGHT POLES ON OPPOSITE SIDES OF
 MD0327'NEW YORK CENTRAL RAILROAD, 49 FEET S OF CENTER LINE OF
 MD0327'24-FOOT HWY. PAVEMENT, 1.7 FEET HIGHER THAN SAME, 44.4 FEET N
 MD0327'OF N RAIL OF DOUBLE TRACKS, 5.7 FEET LOWER THAN TOP OF SAME, 2.0
 MD0327'FEET E OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1296 ***********************************************************************
 LB1296  DESIGNATION -  QQ 32
 LB1296  PID         -  LB1296
 LB1296  STATE/COUNTY-  IN/BENTON
 LB1296  COUNTRY     -  US
 LB1296  USGS QUAD   -  BOSWELL (2019)
 LB1296
 LB1296                         *CURRENT SURVEY CONTROL
 LB1296  ______________________________________________________________________
 LB1296* NAD 83(1986) POSITION- 40 30 17.     (N) 087 27 03.     (W)   SCALED
 LB1296* NAVD 88 ORTHO HEIGHT -   233.934 (meters)      767.50  (feet) ADJUSTED
 LB1296  ______________________________________________________________________
 LB1296  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 LB1296  DYNAMIC HEIGHT  -        233.820 (meters)      767.12  (feet) COMP
 LB1296  MODELED GRAVITY -    980,130.3   (mgal)                       NAVD 88
 LB1296
 LB1296  VERT ORDER      -  SECOND    CLASS 0
 LB1296
 LB1296.The horizontal coordinates were scaled from a map and have
 LB1296.an estimated accuracy of +/- 6 seconds.
 LB1296
 LB1296.The orthometric height was determined by differential leveling and
 LB1296.adjusted by the NATIONAL GEODETIC SURVEY
 LB1296.in June 1991.
 LB1296
 LB1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1296.GEOID18 height accuracy estimate available here.
 LB1296
 LB1296.Click photographs - Photos may exist for this station.
 LB1296
 LB1296.The dynamic height is computed by dividing the NAVD 88
 LB1296.geopotential number by the normal gravity value computed on the
 LB1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1296.degrees latitude (g = 980.6199 gals.).
 LB1296
 LB1296.The modeled gravity was interpolated from observed gravity values.
 LB1296
 LB1296;                    North         East    Units  Estimated Accuracy
 LB1296;SPC IN W     -   583,630.      868,850.      MT  (+/- 180 meters Scaled)
 LB1296
 LB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK618838(NAD 83)
 LB1296
 LB1296                          SUPERSEDED SURVEY CONTROL
 LB1296
 LB1296  NGVD 29 (??/??/92)  233.980  (m)          767.65   (f) ADJ UNCH    2 0
 LB1296
 LB1296.Superseded values are not recommended for survey control.
 LB1296
 LB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1296.See file dsdata.pdf to determine how the superseded data were derived.
 LB1296
 LB1296_MARKER: DB = BENCH MARK DISK
 LB1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1296_SP_SET: GRAIN ELEVATOR
 LB1296_STAMPING: QQ 32 1946
 LB1296_MARK LOGO: CGS
 LB1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1296
 LB1296  HISTORY     - Date     Condition        Report By
 LB1296  HISTORY     - 1946     MONUMENTED       CGS
 LB1296
 LB1296                          STATION DESCRIPTION
 LB1296
 LB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1296'AT TALBOT.
 LB1296'AT TALBOT ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LB1296'ABOUT 250 FEET EAST OF THE STATION, SET IN THE NORTHEAST CORNER
 LB1296'OF THE FARMERS GRAIN CO. GRAIN ELEVATOR, 17.6 FEET SOUTH OF
 LB1296'THE SOUTH RAIL OF THE MAIN TRACK, 1.5 FOOT ABOVE THE GROUND,
 LB1296'15 INCHES WEST OF THE NORTHEAST CORNER OF THE FOUNDATION.  A
 LB1296'STANDARD DISK, STAMPED QQ 32 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3361 ***********************************************************************
 JZ3361  DESIGNATION -  QUEENVILLE SCHOOLHOUSE FP
 JZ3361  PID         -  JZ3361
 JZ3361  STATE/COUNTY-  IN/JENNINGS
 JZ3361  COUNTRY     -  US
 JZ3361  USGS QUAD   -  NORTH VERNON (2019)
 JZ3361
 JZ3361                         *CURRENT SURVEY CONTROL
 JZ3361  ______________________________________________________________________
 JZ3361* NAD 83(1997) POSITION- 39 03 01.75242(N) 085 40 41.14241(W)   ADJUSTED
 JZ3361  ______________________________________________________________________
 JZ3361  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 JZ3361  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 JZ3361  HORZ ORDER      -  THIRD
 JZ3361
 JZ3361.The horizontal coordinates were established by classical geodetic methods
 JZ3361.and adjusted by the National Geodetic Survey in May 1999.
 JZ3361
 JZ3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3361.GEOID18 height accuracy estimate available here.
 JZ3361
 JZ3361.Click photographs - Photos may exist for this station.
 JZ3361
 JZ3361.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3361
 JZ3361. The following values were computed from the NAD 83(1997) position.
 JZ3361
 JZ3361;                    North         East     Units Scale Factor Converg.
 JZ3361;SPC IN E     -   422,101.006    99,010.732   MT  0.99996668   -0 00 25.9
 JZ3361;SPC IN E     - 1,384,843.05    324,837.71   sFT  0.99996668   -0 00 25.9
 JZ3361;UTM  16      - 4,323,210.580   614,386.788   MT  0.99976111   +0 49 58.4
 JZ3361
 JZ3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1438623210(NAD 83)
 JZ3361
 JZ3361                          SUPERSEDED SURVEY CONTROL
 JZ3361
 JZ3361  NAD 83(1995)-  39 03 01.75129(N)    085 40 41.28763(W) AD(       ) 3
 JZ3361  NAD 83(1993)-  39 03 01.75131(N)    085 40 41.28647(W) AD(       ) 3
 JZ3361  NAD 83(1986)-  39 03 01.74729(N)    085 40 41.29177(W) AD(       ) 3
 JZ3361  NAD 27      -  39 03 01.56000(N)    085 40 41.24000(W) AD(       ) 3
 JZ3361  USSD        -  39 03 01.71000(N)    085 40 41.07000(W) AD(       ) 3
 JZ3361
 JZ3361.Superseded values are not recommended for survey control.
 JZ3361
 JZ3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3361.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3361
 JZ3361_MARKER: 62 = FLAGPOLE
 JZ3361
 JZ3361  HISTORY     - Date     Condition        Report By
 JZ3361  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3361
 JZ3361                          STATION DESCRIPTION
 JZ3361
 JZ3361'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3362 ***********************************************************************
 JZ3362  DESIGNATION -  QUEENVILLE SCHOOLHOUSE CUPOLA
 JZ3362  PID         -  JZ3362
 JZ3362  STATE/COUNTY-  IN/JENNINGS
 JZ3362  COUNTRY     -  US
 JZ3362  USGS QUAD   -  NORTH VERNON (2019)
 JZ3362
 JZ3362                         *CURRENT SURVEY CONTROL
 JZ3362  ______________________________________________________________________
 JZ3362* NAD 83(1997) POSITION- 39 03 02.08055(N) 085 40 40.13375(W)   ADJUSTED
 JZ3362  ______________________________________________________________________
 JZ3362  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 JZ3362  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 JZ3362  HORZ ORDER      -  THIRD
 JZ3362
 JZ3362.The horizontal coordinates were established by classical geodetic methods
 JZ3362.and adjusted by the National Geodetic Survey in May 1999.
 JZ3362
 JZ3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3362.GEOID18 height accuracy estimate available here.
 JZ3362
 JZ3362.Click photographs - Photos may exist for this station.
 JZ3362
 JZ3362.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3362
 JZ3362. The following values were computed from the NAD 83(1997) position.
 JZ3362
 JZ3362;                    North         East     Units Scale Factor Converg.
 JZ3362;SPC IN E     -   422,111.122    99,034.986   MT  0.99996668   -0 00 25.3
 JZ3362;SPC IN E     - 1,384,876.24    324,917.28   sFT  0.99996668   -0 00 25.3
 JZ3362;UTM  16      - 4,323,221.048   614,410.886   MT  0.99976118   +0 49 59.1
 JZ3362
 JZ3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1441023221(NAD 83)
 JZ3362
 JZ3362                          SUPERSEDED SURVEY CONTROL
 JZ3362
 JZ3362  NAD 83(1995)-  39 03 02.07633(N)    085 40 40.27452(W) AD(       ) 3
 JZ3362  NAD 83(1993)-  39 03 02.07674(N)    085 40 40.27392(W) AD(       ) 3
 JZ3362  NAD 83(1986)-  39 03 02.07510(N)    085 40 40.28267(W) AD(       ) 3
 JZ3362  NAD 27      -  39 03 01.89000(N)    085 40 40.22000(W) AD(       ) 3
 JZ3362  USSD        -  39 03 02.03000(N)    085 40 40.05000(W) AD(       ) 3
 JZ3362
 JZ3362.Superseded values are not recommended for survey control.
 JZ3362
 JZ3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3362.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3362
 JZ3362_MARKER: 86 = CUPOLA
 JZ3362
 JZ3362  HISTORY     - Date     Condition        Report By
 JZ3362  HISTORY     - 1920     FIRST OBSERVED   CGS
 JZ3362
 JZ3362                          STATION DESCRIPTION
 JZ3362
 JZ3362'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2275 ***********************************************************************
 ME2275  DESIGNATION -  QUICK
 ME2275  PID         -  ME2275
 ME2275  STATE/COUNTY-  IN/MARSHALL
 ME2275  COUNTRY     -  US
 ME2275  USGS QUAD   -  BOURBON (2019)
 ME2275
 ME2275                         *CURRENT SURVEY CONTROL
 ME2275  ______________________________________________________________________
 ME2275* NAD 83(1997) POSITION- 41 21 41.22078(N) 086 06 32.65881(W)   ADJUSTED
 ME2275* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 ME2275  ______________________________________________________________________
 ME2275  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 ME2275  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 ME2275  HORZ ORDER      -  THIRD
 ME2275
 ME2275.The horizontal coordinates were established by classical geodetic methods
 ME2275.and adjusted by the National Geodetic Survey in May 1999.
 ME2275
 ME2275.The orthometric height was scaled from a topographic map.
 ME2275
 ME2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2275.GEOID18 height accuracy estimate available here.
 ME2275
 ME2275.Click photographs - Photos may exist for this station.
 ME2275
 ME2275.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2275
 ME2275. The following values were computed from the NAD 83(1997) position.
 ME2275
 ME2275;                    North         East     Units Scale Factor Converg.
 ME2275;SPC IN E     -   678,793.018    62,983.424   MT  0.99998352   -0 17 32.5
 ME2275;SPC IN E     - 2,227,006.76    206,638.12   sFT  0.99998352   -0 17 32.5
 ME2275;UTM  16      - 4,579,265.592   574,517.981   MT  0.99966834   +0 35 19.5
 ME2275
 ME2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2275!SPC IN E     -   0.99996610  x   0.99998352  =   0.99994962
 ME2275!UTM  16      -   0.99996610  x   0.99966834  =   0.99963445
 ME2275
 ME2275:                Primary Azimuth Mark                     Grid Az
 ME2275:SPC IN E     -  QUICK AZ MK                              247 31 14.5
 ME2275:UTM  16      -  QUICK AZ MK                              246 38 22.5
 ME2275
 ME2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7451779265(NAD 83)
 ME2275
 ME2275|---------------------------------------------------------------------|
 ME2275| PID    Reference Object                     Distance      Geod. Az  |
 ME2275|                                                           dddmmss.s |
 ME2275| CM4409 QUICK RM 1                           28.185 METERS 01923     |
 ME2275| CM4408 QUICK AZ MK                                        2471342.0 |
 ME2275| CM4410 QUICK RM 2                           27.365 METERS 33501     |
 ME2275|---------------------------------------------------------------------|
 ME2275
 ME2275                          SUPERSEDED SURVEY CONTROL
 ME2275
 ME2275  NAD 83(1986)-  41 21 41.22492(N)    086 06 32.66718(W) AD(       ) 3
 ME2275  NAD 27      -  41 21 41.06110(N)    086 06 32.66840(W) AD(       ) 3
 ME2275
 ME2275.Superseded values are not recommended for survey control.
 ME2275
 ME2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2275.See file dsdata.pdf to determine how the superseded data were derived.
 ME2275
 ME2275_MARKER: DS = TRIANGULATION STATION DISK
 ME2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2275_STAMPING: QUICK 1952
 ME2275_MARK LOGO: CGS
 ME2275_PROJECTION: RECESSED 46 CENTIMETERS
 ME2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2275+STABILITY: SURFACE MOTION
 ME2275
 ME2275  HISTORY     - Date     Condition        Report By
 ME2275  HISTORY     - 1952     MONUMENTED       CGS
 ME2275  HISTORY     - 1990     GOOD             USPSQD
 ME2275
 ME2275                          STATION DESCRIPTION
 ME2275
 ME2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2275'STATION IS LOCATED ABOUT 10 MILES EAST OF PLYMOUTH AND ABOUT 5 MILES
 ME2275'NORTH OF BOURBON ON PROPERTY OWNED BY M. H. QUICK.  IT IS 89 FEET
 ME2275'SOUTHEAST OF THE SOUTHEAST CORNER OF M. H. QUICK FRAME HOUSE, 44 FEET
 ME2275'EAST OF THE CENTER OF A DRIVEWAY, 28 FEET NORTH OF THE CENTER OF A
 ME2275'PAVED ROAD AND 12 FEET NORTH OF A FENCELINE AND A WHITE WITNESS POST.
 ME2275'THE MARK IS UNDERGROUND ABOUT 18 INCHES AND THE DISK IS STAMPED QUICK
 ME2275'1952.
 ME2275'
 ME2275'REFERENCE MARK NO. 1 IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2275'THE FRAME HOUSE, 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 ME2275'CONCRETE BLOCK BUILDING AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS
 ME2275'FLUSH AND THE DISK IS STAMPED QUICK NO 1 1952.
 ME2275'
 ME2275'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2275'THE FRAME HOUSE, 11 FEET EAST OF THE DRIVEWAY AND 1 FOOT EAST OF A
 ME2275'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED QUICK NO 2 1952.
 ME2275'
 ME2275'AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF STATE HIGHWAY 331, 2
 ME2275'FEET NORTHEAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A POWERLINE
 ME2275'POLE AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 ME2275'THE DISK IS STAMPED QUICK 1952.
 ME2275'
 ME2275'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2275'HIGHWAY 331 IN BOURBON, GO NORTH ON STATE HIGHWAY 331 FOR 4.25 MILES
 ME2275'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO A CROSSROAD
 ME2275'AND THE FAIRVIEW EVANGELICAL UNITED BRETHERN CHURCH IN THE NORTHEAST
 ME2275'ANGLE, TURN RIGHT AND GO EAST FOR 0.35 MILE TO M.H. QUICK HOUSE ON THE
 ME2275'LEFT AND THE STATION AS DESCRIBED.
 ME2275'
 ME2275'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2275
 ME2275                          STATION RECOVERY (1990)
 ME2275
 ME2275'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1933 ***********************************************************************
 KA1933  DESIGNATION -  QUIGLEY
 KA1933  PID         -  KA1933
 KA1933  STATE/COUNTY-  IN/MARION
 KA1933  COUNTRY     -  US
 KA1933  USGS QUAD   -  BEECH GROVE (2019)
 KA1933
 KA1933                         *CURRENT SURVEY CONTROL
 KA1933  ______________________________________________________________________
 KA1933* NAD 83(1997) POSITION- 39 43 23.81858(N) 086 06 06.79794(W)   ADJUSTED
 KA1933* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 KA1933  ______________________________________________________________________
 KA1933  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 KA1933  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 KA1933  HORZ ORDER      -  FIRST
 KA1933
 KA1933.The horizontal coordinates were established by classical geodetic methods
 KA1933.and adjusted by the National Geodetic Survey in May 1999.
 KA1933
 KA1933.The orthometric height was scaled from a topographic map.
 KA1933
 KA1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1933.GEOID18 height accuracy estimate available here.
 KA1933
 KA1933.Click photographs - Photos may exist for this station.
 KA1933
 KA1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1933
 KA1933. The following values were computed from the NAD 83(1997) position.
 KA1933
 KA1933;                    North         East     Units Scale Factor Converg.
 KA1933;SPC IN E     -   496,884.789    62,686.338   MT  0.99998380   -0 16 41.3
 KA1933;SPC IN E     - 1,630,196.18    205,663.43   sFT  0.99998380   -0 16 41.3
 KA1933;UTM  16      - 4,397,430.619   576,971.683   MT  0.99967294   +0 34 26.4
 KA1933
 KA1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1933!SPC IN E     -   0.99996810  x   0.99998380  =   0.99995190
 KA1933!UTM  16      -   0.99996810  x   0.99967294  =   0.99964105
 KA1933
 KA1933:                Primary Azimuth Mark                     Grid Az
 KA1933:SPC IN E     -  WAMPNER                                  082 25 13.9
 KA1933:UTM  16      -  WAMPNER                                  081 34 06.2
 KA1933
 KA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7697197430(NAD 83)
 KA1933
 KA1933|---------------------------------------------------------------------|
 KA1933| PID    Reference Object                     Distance      Geod. Az  |
 KA1933|                                                           dddmmss.s |
 KA1933| KA1922 INDIANPOLIS PRR CAR BARNS STK       APPROX. 3.6 KM 0160225.7 |
 KA1933| CC9961 QUIGLEY RM 1                         41.195 METERS 03250     |
 KA1933| KA1935 SHERMAN                              22.356 METERS 06610     |
 KA1933| KA1937 WAMPNER                             APPROX. 5.5 KM 0820832.6 |
 KA1933| CC9962 QUIGLEY RM 2                         37.700 METERS 14215     |
 KA1933| KA1951 INDIANAPOLIS SEWAGE PLANT STK       APPROX. 7.9 KM 2730443.8 |
 KA1933| KA1953 INDIANAPOLIS VAN CAMP CO STACK      APPROX. 4.6 KM 2931301.5 |
 KA1933| KA1928 INDIANAPOLIS CAPITOL DOME FLAG      APPROX. 7.2 KM 3140305.5 |
 KA1933| KA1930 INDIANPOLIS MERCH BANK TOWER        APPROX. 6.8 KM 3150831.3 |
 KA1933| KA1929 INDIANAPOLIS SOLDIERS SAIL MON      APPROX. 7.0 KM 3161420.7 |
 KA1933| KA1927 INDIANAPOLIS CIT GAS COKE STK       APPROX. 3.6 KM 3432239.6 |
 KA1933| KA1917 INDIANAPOLIS P R MALLORY CO TK      APPROX. 5.0 KM 3492746.7 |
 KA1933|---------------------------------------------------------------------|
 KA1933
 KA1933                          SUPERSEDED SURVEY CONTROL
 KA1933
 KA1933  NAD 83(1986)-  39 43 23.82060(N)    086 06 06.82283(W) AD(       ) 1
 KA1933  NAD 27      -  39 43 23.66200(N)    086 06 06.87700(W) AD(       ) 1
 KA1933
 KA1933.Superseded values are not recommended for survey control.
 KA1933
 KA1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1933.See file dsdata.pdf to determine how the superseded data were derived.
 KA1933
 KA1933_MARKER: DS = TRIANGULATION STATION DISK
 KA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1933_STAMPING: QUIGLEY 1939
 KA1933_MARK LOGO: CGS
 KA1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1933+STABILITY: SURFACE MOTION
 KA1933
 KA1933  HISTORY     - Date     Condition        Report By
 KA1933  HISTORY     - 1939     MONUMENTED       CGS
 KA1933  HISTORY     - 1975     GOOD             LOCSUR
 KA1933
 KA1933                          STATION DESCRIPTION
 KA1933
 KA1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1933'THIS STATION IS LOCATED IN THE CORPORATION LIMITS OF THE CITY OF
 KA1933'INDIANAPOLIS IN THE SW ANGLE OF THE INTERSECTION OF SHERMAN DRIVE
 KA1933'N 17TH AVE. AND TROY AVENUE, IN A VACANT LOT OWNED BY SISTER QUIGLEY
 KA1933'WHO LIVES JUST ACROSS THE STREET E OF THE STATION. MARK IS SET IN
 KA1933'CONCRETE FLUSH WITH THE GROUND.IT IS 24 FEET SW OF A POWER POLE, 51
 KA1933'FEET S OF THE CENTER LINE OF THE INTERSECTION OF TROY AVENUE
 KA1933'AND CHURCHMAN AVENUE AND 50 FEET W OF THE CENTER LINE OF N
 KA1933'SEVENTEENTH AVENUE. TRAVERSE STATION SHERMAN 1920 IS 22.356 METERS
 KA1933'E OF THE STATION.
 KA1933'
 KA1933'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KA1933'SET IN CONCRETE.
 KA1933'
 KA1933'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SIDEWALK NE OF THE STATION
 KA1933'ON THE E SIDE OF N SEVENTEENTH AVENUE, 74 FEET N OF THE CENTER
 KA1933'LINE OF TROY AVENUE, 50 FEET N OF A POWER-LINE POLE AND 19 FEET E OF
 KA1933'THE CENTER LINE OF N SEVENTEENTH AVENUE.
 KA1933'
 KA1933'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SIDEWALK E OF THE STA.
 KA1933'ON THE E SIDE OF N SEVENTEENTH AVENUE, 5 FEET E OF THE EDGE OF
 KA1933'THE CURB, 19 FEET E OF THE CENTER LINE OF N SEVENTEENTH AVENUE AND
 KA1933'139 FEET S OF THE CENTER LINE OF TROY AVENUE.
 KA1933'
 KA1933'IT IS IMPOSSIBLE TO ESTABLISH AN AZIMUTH MARK BECAUSE OF BUILDINGS
 KA1933'AND TREES.
 KA1933'
 KA1933'TO REACH THE STATION FROM INDIANAPOLIS, GO S ON MARIDIAN AVENUE
 KA1933'INDIANA STATE HIGHWAY 135 TO TROY AVENUE, TURN E ON TROY AVENUE
 KA1933'AND GO 3.0 MILES TO SHERMAN DRIVE INTERSECTION AND STATION IN SW
 KA1933'ANGLE.
 KA1933'
 KA1933'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 KA1933
 KA1933                          STATION RECOVERY (1975)
 KA1933
 KA1933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1933'QUIGLEY RECOVERED IN GOOD CONDITION.
 KA1933'
 KA1933'1939 RECOVERED IN GOOD CONDITION.
 KA1933'
 KA1933'REFERENCE MARKS DESTROYED DURING INTERSECTION IMPROVEMENT.
 KA1933'
 KA1933'DISTANCE AND DIRECTION FROM NEAREST TOWN--BEECH GROVE CITY LIMITS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2263 ***********************************************************************
 ME2263  DESIGNATION -  QUINCE
 ME2263  PID         -  ME2263
 ME2263  STATE/COUNTY-  IN/ST JOSEPH
 ME2263  COUNTRY     -  US
 ME2263  USGS QUAD   -  LYDICK (2019)
 ME2263
 ME2263                         *CURRENT SURVEY CONTROL
 ME2263  ______________________________________________________________________
 ME2263* NAD 83(1997) POSITION- 41 40 19.40613(N) 086 22 52.14088(W)   ADJUSTED
 ME2263* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 ME2263  ______________________________________________________________________
 ME2263  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 ME2263  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 ME2263  HORZ ORDER      -  THIRD
 ME2263
 ME2263.The horizontal coordinates were established by classical geodetic methods
 ME2263.and adjusted by the National Geodetic Survey in May 1999.
 ME2263
 ME2263.The orthometric height was scaled from a topographic map.
 ME2263
 ME2263.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2263.GEOID18 height accuracy estimate available here.
 ME2263
 ME2263.Click photographs - Photos may exist for this station.
 ME2263
 ME2263.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2263
 ME2263. The following values were computed from the NAD 83(1997) position.
 ME2263
 ME2263;                    North         East     Units Scale Factor Converg.
 ME2263;SPC IN E     -   713,441.312    40,503.329   MT  1.00001021   -0 28 30.2
 ME2263;SPC IN E     - 2,340,682.04    132,884.67   sFT  1.00001021   -0 28 30.2
 ME2263;UTM  16      - 4,613,551.131   551,514.090   MT  0.99963266   +0 24 41.3
 ME2263
 ME2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2263!SPC IN E     -   0.99996956  x   1.00001021  =   0.99997977
 ME2263!UTM  16      -   0.99996956  x   0.99963266  =   0.99960223
 ME2263
 ME2263:                Primary Azimuth Mark                     Grid Az
 ME2263:SPC IN E     -  QUINCE AZ MK                             267 59 25.9
 ME2263:UTM  16      -  QUINCE AZ MK                             267 06 14.4
 ME2263
 ME2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5151413551(NAD 83)
 ME2263
 ME2263|---------------------------------------------------------------------|
 ME2263| PID    Reference Object                     Distance      Geod. Az  |
 ME2263|                                                           dddmmss.s |
 ME2263| CM4412 QUINCE RM 1                          50.368 METERS 01716     |
 ME2263| CM4411 QUINCE AZ MK                                       2673055.7 |
 ME2263| CM4413 QUINCE RM 2                          18.964 METERS 27015     |
 ME2263|---------------------------------------------------------------------|
 ME2263
 ME2263                          SUPERSEDED SURVEY CONTROL
 ME2263
 ME2263  NAD 83(1994)-  41 40 19.40752(N)    086 22 52.14399(W) AD(       ) 3
 ME2263  NAD 83(1986)-  41 40 19.40832(N)    086 22 52.14570(W) AD(       ) 3
 ME2263  NAD 27      -  41 40 19.23450(N)    086 22 52.10510(W) AD(       ) 3
 ME2263
 ME2263.Superseded values are not recommended for survey control.
 ME2263
 ME2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2263.See file dsdata.pdf to determine how the superseded data were derived.
 ME2263
 ME2263_MARKER: DS = TRIANGULATION STATION DISK
 ME2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2263_STAMPING: QUINCE 1952
 ME2263_MARK LOGO: CGS
 ME2263_PROJECTION: FLUSH
 ME2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2263+STABILITY: SURFACE MOTION
 ME2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2263+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 ME2263
 ME2263  HISTORY     - Date     Condition        Report By
 ME2263  HISTORY     - 1952     MONUMENTED       CGS
 ME2263  HISTORY     - 1967     GOOD             CGS
 ME2263  HISTORY     - 1969     MARK NOT FOUND   USGS
 ME2263  HISTORY     - 1971     GOOD             NGS
 ME2263  HISTORY     - 20060912 GOOD             CMT
 ME2263
 ME2263                          STATION DESCRIPTION
 ME2263
 ME2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2263'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 ME2263'HIGHWAY 2 AND QUINCE ROAD ABOUT 6 MILES WEST OF SOUTH BEND.  IT IS 204
 ME2263'FEET WEST OF THE INTERSECTION, 54 FEET SOUTH OF THE SOUTHEAST CORNER
 ME2263'OF A CONCRETE BLOCK BASEMENT DWELLING, 45 FEET NORTH OF THE CENTER OF
 ME2263'THE NORTH LANE OF HIGHWAY 2, 21 FEET WEST OF THE CENTER OF A DRIVEWAY
 ME2263'AND 5 FEET WEST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK
 ME2263'IS STAMPED QUINCE 1952.
 ME2263'
 ME2263'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE NORTHEAST CORNER OF A
 ME2263'GARAGE BUILDING AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND
 ME2263'THE DISK IS STAMPED QUINCE NO 1 1952.
 ME2263'
 ME2263'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE CENTER OF THE NORTH LANE
 ME2263'OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED QUINCE NO 2
 ME2263'1952.
 ME2263'
 ME2263'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 ME2263'HIGHWAY 2 AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2263'ABOUT 6 INCHES AND THE DISK IS STAMPED QUINCE 1952.
 ME2263'
 ME2263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 123,
 ME2263'JUST WEST OF THE WEST CITY LIMITS OF SOUTH BEND, GO WEST ON HIGHWAY 2
 ME2263'FOR 3.0 MILES TO THE INTERSECTION OF QUINCE ROAD AND THE STATION AS
 ME2263'DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR 0.6 MILE TO THE AZIMUTH
 ME2263'MARK ON THE LEFT AS DESCRIBED.
 ME2263'
 ME2263'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2263
 ME2263                          STATION RECOVERY (1967)
 ME2263
 ME2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2263'THE STATION MARK, REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 ME2263'CONDITION.  THE DISK WAS FOUND SHEARED OFF THE AZIMUTH MARK BUT THE
 ME2263'STEM WAS LEFT.  THE CENTER OF THIS STEM WAS HELD AND A NEW DISK WAS
 ME2263'SET.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW CHANGES.
 ME2263'
 ME2263'THE STATION IS ON PROPERTY OWNED BY MR. MELVIN L. MILLIKEN.
 ME2263'
 ME2263'THE AZIMUTH MARK IS 67 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 1
 ME2263'FOOT WEST OF A METAL WITNESS POST, PROJECTS 3 INCHES AND THE DISK IS
 ME2263'STAMPED QUINCE 1952 1967.
 ME2263'
 ME2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES WEST OF
 ME2263'SOUTH BEND.
 ME2263
 ME2263                          STATION RECOVERY (1969)
 ME2263
 ME2263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ME2263'STATION NOT FOUND.
 ME2263'
 ME2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- INTERSECTION OF ST
 ME2263'HWY 2 AND QUINCE RD, 6.0 MILES W OF SOUTH BEND.
 ME2263
 ME2263                          STATION RECOVERY (1971)
 ME2263
 ME2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2263'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 ME2263'MARK WAS FOUND IN GOOD CONDITION, THIS PARTY FOUND THE DISK SHEARED
 ME2263'OFF IN 1967 AND SET A NEW DISK HOLDING THE CENTER OF THE STEM OF THE
 ME2263'MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE
 ME2263'DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE 1952 DISTANCE WAS USED
 ME2263'SINCE NO MEASUREMENT COULD BE MADE DUE TO CARS AND SHRUBBERY ON LINE.
 ME2263'A NEW DESCRIPTION FOLLOWS-
 ME2263'
 ME2263'THE STATION IS 204 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY 2
 ME2263'AND QUINCE ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2263'LANE OF HIGHWAY 2, 14 FEET SOUTHEAST OF AN 18 INCH MAPLE TREE, 16 FEET
 ME2263'SOUTH OF THE SOUTH EDGE OF SIDEWALK, 15 FEET SOUTHWEST OF A METAL GAS
 ME2263'YARD LIGHT, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF STONE HOUSE, 5
 ME2263'FEET WEST OF A TELEPHONE POLE, 21 FEET WEST OF THE CENTERLINE OF A
 ME2263'DRIVEWAY, AND ON THE PROPERTY OF MR. MEL MILLIKEN.  THE MONUMENT IS 4
 ME2263'INCHES UNDERGROUND AND THE DISK IS STAMPED QUINCE 1952.
 ME2263'
 ME2263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 2 AT
 ME2263'THE WEST EDGE OF SOUTH BEND, GO WEST ON HIGHWAY 2 FOR 3.0 MILES TO THE
 ME2263'INTERSECTION OF QUINCE ROAD AND THE STATION AS DESCRIBED.  CONTINUE
 ME2263'WEST ON THE HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2263'
 ME2263'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2263'GARAGE, 30 FEET WEST OF A POWER LINE POLE, 1 FOOT SOUTH OF FENCE AND 4
 ME2263'FEET NORTH OF THE NORTH EDGE OF PARKING LOT.  THE MONUMENT IS FLUSH
 ME2263'AND THE DISK IS STAMPED QUINCE NO 1 1952.
 ME2263'
 ME2263'REFERENCE MARK 2 IS 44 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2263'LANE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE SOUTH END OF A CONCRETE
 ME2263'HEADWALL, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AND 14
 ME2263'FEET SOUTHWEST OF A 20 INCH MAPLE TREE.  THE MONUMENT IS 14 INCHES
 ME2263'UNDERGROUND AND THE DISK IS STAMPED QUINCE NO 2 1952.
 ME2263'
 ME2263'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE EAST BOUND LANE OF THE
 ME2263'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST AND 67 FEET EAST OF THE
 ME2263'CENTERLINE OF FIELD ENTRANCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ME2263'DISK IS STAMPED QUINCE 1952 1967.
 ME2263'
 ME2263'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2263'
 ME2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES WEST
 ME2263'OF SOUTH BEND.
 ME2263
 ME2263                          STATION RECOVERY (2006)
 ME2263
 ME2263'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME2263'UNDER TREES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2115 ***********************************************************************
 LA2115  DESIGNATION -  QUINN
 LA2115  PID         -  LA2115
 LA2115  STATE/COUNTY-  IN/MADISON
 LA2115  COUNTRY     -  US
 LA2115  USGS QUAD   -  ALEXANDRIA (2019)
 LA2115
 LA2115                         *CURRENT SURVEY CONTROL
 LA2115  ______________________________________________________________________
 LA2115* NAD 83(1997) POSITION- 40 19 39.93801(N) 085 39 54.30108(W)   ADJUSTED
 LA2115* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 LA2115  ______________________________________________________________________
 LA2115  GEOID HEIGHT    -        -34.108 (meters)                     GEOID18
 LA2115  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 LA2115  HORZ ORDER      -  FIRST
 LA2115
 LA2115.The horizontal coordinates were established by classical geodetic methods
 LA2115.and adjusted by the National Geodetic Survey in May 1999.
 LA2115
 LA2115.The orthometric height was scaled from a topographic map.
 LA2115
 LA2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2115.GEOID18 height accuracy estimate available here.
 LA2115
 LA2115.Click photographs - Photos may exist for this station.
 LA2115
 LA2115.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2115
 LA2115. The following values were computed from the NAD 83(1997) position.
 LA2115
 LA2115;                    North         East     Units Scale Factor Converg.
 LA2115;SPC IN E     -   563,910.231   100,134.528   MT  0.99996667   +0 00 03.7
 LA2115;SPC IN E     - 1,850,095.48    328,524.70   sFT  0.99996667   +0 00 03.7
 LA2115;UTM  16      - 4,464,991.495   613,403.075   MT  0.99975831   +0 51 50.4
 LA2115
 LA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2115!SPC IN E     -   0.99996223  x   0.99996667  =   0.99992891
 LA2115!UTM  16      -   0.99996223  x   0.99975831  =   0.99972055
 LA2115
 LA2115:                Primary Azimuth Mark                     Grid Az
 LA2115:SPC IN E     -  QUINN AZ MK                              297 01 16.3
 LA2115:UTM  16      -  QUINN AZ MK                              296 09 29.6
 LA2115
 LA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1340364991(NAD 83)
 LA2115
 LA2115|---------------------------------------------------------------------|
 LA2115| PID    Reference Object                     Distance      Geod. Az  |
 LA2115|                                                           dddmmss.s |
 LA2115| LA2122 FAIRMOUNT MUNICIPAL TANK            APPROX. 9.8 KM 0060627.6 |
 LA2115| LA2107 GAS CITY ILL GLASS CO STACK         APPROX.17.6 KM 0133136.4 |
 LA2115| LA2101 UPLAND MUNICIPAL TANK               APPROX.21.8 KM 0410259.0 |
 LA2115| LA2103 UPLAND TAYLOR U ADMIN BLDG TWR      APPROX.20.4 KM 0444819.9 |
 LA2115| LA2116 SUMMITVILLE MUNICIPAL TANK          APPROX. 2.3 KM 0512731.8 |
 LA2115| LA2089 MUNCIE TV STATION WLBC MAST         APPROX.30.7 KM 1271028.5 |
 LA2115| CC9964 QUINN RM 1                           34.156 METERS 18042     |
 LA2115| CC9965 QUINN RM 2                           39.959 METERS 28649     |
 LA2115| CC9963 QUINN AZ MK                                        2970120.0 |
 LA2115|---------------------------------------------------------------------|
 LA2115
 LA2115                          SUPERSEDED SURVEY CONTROL
 LA2115
 LA2115  NAD 83(1995)-  40 19 39.94103(N)    085 39 54.31408(W) AD(       ) 1
 LA2115  NAD 83(1986)-  40 19 39.94097(N)    085 39 54.31476(W) AD(       ) 1
 LA2115  NAD 27      -  40 19 39.80340(N)    085 39 54.40150(W) AD(       ) 1
 LA2115
 LA2115.Superseded values are not recommended for survey control.
 LA2115
 LA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2115.See file dsdata.pdf to determine how the superseded data were derived.
 LA2115
 LA2115_MARKER: DS = TRIANGULATION STATION DISK
 LA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2115_STAMPING: QUINN 1934
 LA2115_MARK LOGO: CGS
 LA2115_PROJECTION: RECESSED 36 CENTIMETERS
 LA2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2115+STABILITY: SURFACE MOTION
 LA2115
 LA2115  HISTORY     - Date     Condition        Report By
 LA2115  HISTORY     - 1934     MONUMENTED       CGS
 LA2115  HISTORY     - 1948     GOOD             CGS
 LA2115  HISTORY     - 1955     GOOD             CGS
 LA2115  HISTORY     - 1955     GOOD             CGS
 LA2115
 LA2115                          STATION DESCRIPTION
 LA2115
 LA2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2115'ABOUT 4.5 MILES NORTH OF ALEXANDRIA, 2 MILES SOUTHWEST OF SUMMITVILLE,
 LA2115'IN A SMALL HOG LOT OWNED BY MARTHA QUINN, 0.35 MILE EAST OF STATE
 LA2115'HIGHWAY 9.
 LA2115'
 LA2115'IT IS ON THE SOUTH SIDE OF A GRAVEL CROSS ROAD, 112 FEET EAST OF THE
 LA2115'NORTHEAST CORNER OF THE BARN, 129 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 LA2115'FENCE OF THE GRAVEL ROAD, 22 FEET WEST OF THE EAST PASTURE FENCE, AND
 LA2115'IS SET 14 INCHES UNDERGROUND.
 LA2115'
 LA2115'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 28 1 MILE NORTH
 LA2115'OF ALEXANDRIA, GO NORTH ON STATE HIGHWAY 9 FOR 3.5 MILES, THEN EAST ON
 LA2115'GRAVEL CROSS ROAD 0.35 MILE TO THE STATION.
 LA2115'
 LA2115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2115'DISKS IN CONCRETE.
 LA2115'
 LA2115'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE SOUTH LANE FENCE,
 LA2115'5 FEET WEST OF THE NORTHEAST CORNER OF A FIELD, 194.72 FEET SOUTHEAST
 LA2115'OF REFERENCE MARK NO.  2, AND PROJECTS 5 INCHES.
 LA2115'
 LA2115'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE WEST FENCE OF THE
 LA2115'HOG LOT, 57 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN, AND
 LA2115'PROJECTS 5 INCHES.
 LA2115'
 LA2115'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 0.15 MILE NORTH OF THE
 LA2115'GRAVEL ROAD, IN THE SOUTH FENCE OF A GARDEN PLOT, 100 FEET SOUTH OF
 LA2115'THE FIRST HOUSE NORTH OF THE GRAVEL ROAD, 53 FEET EAST OF THE CENTER
 LA2115'LINE OF STATE HIGHWAY 9, AND PROJECTS 5 INCHES.
 LA2115'
 LA2115'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LA2115'
 LA2115'90-FOOT TOWER WILL CLEAR ALL LINES.
 LA2115
 LA2115                          STATION RECOVERY (1948)
 LA2115
 LA2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2115'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LA2115'GOOD CONDITION.  SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 LA2115'STANDARD BRONZE DISKS SET IN CONCRETE.  MEASUREMENTS TO ALL MARKS
 LA2115'CHECKED AND DIRECTION TO REFERENCE MARKS ALSO CHECKED.  OLD
 LA2115'DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 LA2115'
 LA2115'HEIGHT OF LIGHT ABOVE STATION- 30 METERS.
 LA2115
 LA2115                          STATION RECOVERY (1955)
 LA2115
 LA2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JSB)
 LA2115'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LA2115'
 LA2115'THE STATION IS LOCATED 3.5 MILES NORTH OF THE JUNCTION OF STATE
 LA2115'HIGHWAYS 9 AND 28, WHICH 1.0 MILE NORTH OF ALEXANDRIA, 6.5 MILES SOUTH
 LA2115'OF THE JUNCTION OF STATE HIGHWAYS 9 AND 26, 0.3 MILE EAST OF STATE
 LA2115'HIGHWAY 9, ON SOUTH SIDE OF A GRAVEL ROAD, AT EAST SIDE OF A HOG LOT
 LA2115'OWNED BY MRS. QUINN (WHOSE TENANT HOUSE IS ABOUT 75 YARDS WEST OF
 LA2115'STATION), 129.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE ROAD
 LA2115'ALONG NORTH SIDE OF HOG LOT, 147.7 FEET SOUTH OF CENTER LINE OF GRAVEL
 LA2115'ROAD, 112.0 FEET EAST OF SOUTH-EAST CORNER OF BARN, 22.0 FEET WEST OF
 LA2115'FENCE ALONG EAST SIDE OF PASTURE, AND 14 INCHES BELOW THE SURFACE.
 LA2115'
 LA2115'REACHED FROM THE SOUTH AS DESCRIBED ABOVE.
 LA2115'
 LA2115'TO REACH FROM THE NORTH, GO TO THE JUNCTION OF STATE HIGHWAYS 9 AND
 LA2115'26, THERE GO SOUTH ON STATE HIGHWAY 9 FOR 6.5 MILES TO A GRAVEL CROSS
 LA2115'ROAD, THEN EAST 0.3 MILE TO MRS. QUINNS TENANT HOUSE AND STATION ON
 LA2115'SOUTH SIDE OF ROAD.
 LA2115'
 LA2115'REFERENCE MARK NO. 1 IS DISTANT 112.2 FEET, BEARING 179 DEG (MAGNETIC)
 LA2115'REFERENCE MARK NO. 2 IS DISTANT 131.1 FEET, BEARING 285 DEG (MAGNETIC)
 LA2115'BOTH REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AND
 LA2115'PROJECT 5 INCHES.
 LA2115
 LA2115                          STATION RECOVERY (1955)
 LA2115
 LA2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2115'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  TWO
 LA2115'DESCREPANCIES WERE NOTED- THE DISTANCE FROM THE NORTHEAST CORNER OF
 LA2115'THE BARN TO THE STATION WAS FOUND TO BE 123 FEET, AND THE AZIMUTH MARK
 LA2115'WAS FOUND TO BE 56 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE
 LA2115'ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2115'
 LA2115'HEIGHT OF LIGHT PLATE- 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0048 ***********************************************************************
 JA0048  DESIGNATION -  R 10
 JA0048  PID         -  JA0048
 JA0048  STATE/COUNTY-  IN/LAWRENCE
 JA0048  COUNTRY     -  US
 JA0048  USGS QUAD   -  MITCHELL (2019)
 JA0048
 JA0048                         *CURRENT SURVEY CONTROL
 JA0048  ______________________________________________________________________
 JA0048* NAD 83(1986) POSITION- 38 43 55.     (N) 086 28 15.     (W)   SCALED
 JA0048* NAVD 88 ORTHO HEIGHT -   207.752 (meters)      681.60  (feet) ADJUSTED
 JA0048  ______________________________________________________________________
 JA0048  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JA0048  DYNAMIC HEIGHT  -        207.617 (meters)      681.16  (feet) COMP
 JA0048  MODELED GRAVITY -    979,974.3   (mgal)                       NAVD 88
 JA0048
 JA0048  VERT ORDER      -  FIRST     CLASS II
 JA0048
 JA0048.The horizontal coordinates were scaled from a map and have
 JA0048.an estimated accuracy of +/- 6 seconds.
 JA0048
 JA0048.The orthometric height was determined by differential leveling and
 JA0048.adjusted by the NATIONAL GEODETIC SURVEY
 JA0048.in June 1991.
 JA0048
 JA0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0048.GEOID18 height accuracy estimate available here.
 JA0048
 JA0048.Click photographs - Photos may exist for this station.
 JA0048
 JA0048.The dynamic height is computed by dividing the NAVD 88
 JA0048.geopotential number by the normal gravity value computed on the
 JA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0048.degrees latitude (g = 980.6199 gals.).
 JA0048
 JA0048.The modeled gravity was interpolated from observed gravity values.
 JA0048
 JA0048;                    North         East    Units  Estimated Accuracy
 JA0048;SPC IN W     -   386,920.      953,260.      MT  (+/- 180 meters Scaled)
 JA0048
 JA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH459871(NAD 83)
 JA0048
 JA0048                          SUPERSEDED SURVEY CONTROL
 JA0048
 JA0048  NGVD 29 (??/??/92)  207.865  (m)          681.97   (f) ADJ UNCH    1 2
 JA0048
 JA0048.Superseded values are not recommended for survey control.
 JA0048
 JA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0048.See file dsdata.pdf to determine how the superseded data were derived.
 JA0048
 JA0048_MARKER: DB = BENCH MARK DISK
 JA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0048_STAMPING: 681.970 R 10 1930
 JA0048_MARK LOGO: CGS
 JA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0048+STABILITY: SURFACE MOTION
 JA0048
 JA0048  HISTORY     - Date     Condition        Report By
 JA0048  HISTORY     - 1930     MONUMENTED       CGS
 JA0048  HISTORY     - 1965     GOOD             CGS
 JA0048  HISTORY     - 1967     GOOD             CGS
 JA0048
 JA0048                          STATION DESCRIPTION
 JA0048
 JA0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0048'AT MITCHELL.
 JA0048'AT MITCHELL, AT THE BALTIMORE AND OHIO RAILROAD STATION, SET IN
 JA0048'THE SOUTHWEST QUARTER OF THE CROSSING OF THE B AND O RR AND THE
 JA0048'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, 180 FEET SOUTHWEST
 JA0048'OF THE SOUTHWEST CORNER OF THE CHICAGO, INDIANAPOLIS AND
 JA0048'LOUISVILLE RAILWAY STATION, 26 FEET SOUTH OF THE SOUTH RAIL OF
 JA0048'THE B AND O RR, 81 FEET WEST OF THE WEST RAIL OF THE CI AND L RY,
 JA0048'50 FEET WEST OF THE CENTER LINE OF SOUTH 5TH STREET, 17 FEET
 JA0048'NORTH OF THE CENTER LINE OF WEST MISSISSIPPI AVENUE, 11 FEET
 JA0048'SOUTHWEST OF A CONCRETE POST SUPPORTING A SIGNAL BOX, 11 FEET
 JA0048'NORTHWEST OF A TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF
 JA0048'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0048'INCHES.
 JA0048
 JA0048                          STATION RECOVERY (1967)
 JA0048
 JA0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1584 ***********************************************************************
 LB1584  DESIGNATION -  R 100
 LB1584  PID         -  LB1584
 LB1584  STATE/COUNTY-  IN/WARREN
 LB1584  COUNTRY     -  US
 LB1584  USGS QUAD   -  WEST LEBANON (2019)
 LB1584
 LB1584                         *CURRENT SURVEY CONTROL
 LB1584  ______________________________________________________________________
 LB1584* NAD 83(1986) POSITION- 40 16 46.     (N) 087 28 33.     (W)   SCALED
 LB1584* NAVD 88 ORTHO HEIGHT -   216.563 (meters)      710.51  (feet) ADJUSTED
 LB1584  ______________________________________________________________________
 LB1584  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 LB1584  DYNAMIC HEIGHT  -        216.454 (meters)      710.15  (feet) COMP
 LB1584  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 LB1584
 LB1584  VERT ORDER      -  SECOND    CLASS 0
 LB1584
 LB1584.The horizontal coordinates were scaled from a map and have
 LB1584.an estimated accuracy of +/- 6 seconds.
 LB1584
 LB1584.The orthometric height was determined by differential leveling and
 LB1584.adjusted by the NATIONAL GEODETIC SURVEY
 LB1584.in June 1991.
 LB1584
 LB1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1584.GEOID18 height accuracy estimate available here.
 LB1584
 LB1584.Click photographs - Photos may exist for this station.
 LB1584
 LB1584.The dynamic height is computed by dividing the NAVD 88
 LB1584.geopotential number by the normal gravity value computed on the
 LB1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1584.degrees latitude (g = 980.6199 gals.).
 LB1584
 LB1584.The modeled gravity was interpolated from observed gravity values.
 LB1584
 LB1584;                    North         East    Units  Estimated Accuracy
 LB1584;SPC IN W     -   558,620.      866,620.      MT  (+/- 180 meters Scaled)
 LB1584
 LB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595588(NAD 83)
 LB1584
 LB1584                          SUPERSEDED SURVEY CONTROL
 LB1584
 LB1584  NGVD 29 (??/??/92)  216.601  (m)          710.63   (f) ADJ UNCH    2 0
 LB1584
 LB1584.Superseded values are not recommended for survey control.
 LB1584
 LB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1584.See file dsdata.pdf to determine how the superseded data were derived.
 LB1584
 LB1584_MARKER: DB = BENCH MARK DISK
 LB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1584_STAMPING: R 100 1946
 LB1584_MARK LOGO: CGS
 LB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1584+STABILITY: SURFACE MOTION
 LB1584
 LB1584  HISTORY     - Date     Condition        Report By
 LB1584  HISTORY     - 1946     MONUMENTED       CGS
 LB1584  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB1584  HISTORY     - 20060112 MARK NOT FOUND   INDOT
 LB1584
 LB1584                          STATION DESCRIPTION
 LB1584
 LB1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1584'5 MI NW FROM WEST LEBANON.
 LB1584'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1584'AT WEST LEBANO, THENCE ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY
 LB1584'28 AT THE LESTER CORK AIRPORT, AT A T FENCE LEADING EAST AND ON
 LB1584'THE WEST BOUNDARY FENCE LINE, 121 FEET SOUTH OF THE NORTHWEST
 LB1584'CORNER OF THE FIELD, 1.5 FEET EAST OF THE WEST BOUNDARY FENCE,
 LB1584'2 FEET NORTH OF THE T FENCE.  A STANDARD DISK, STAMPED R 100
 LB1584'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1584'ABOVE GROUND.
 LB1584
 LB1584                          STATION RECOVERY (1957)
 LB1584
 LB1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LB1584'MARK NOT FOUND.
 LB1584
 LB1584                          STATION RECOVERY (2006)
 LB1584
 LB1584'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006
 LB1584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1054 ***********************************************************************
 KA1054  DESIGNATION -  R 101
 KA1054  PID         -  KA1054
 KA1054  STATE/COUNTY-  IN/PARKE
 KA1054  COUNTRY     -  US
 KA1054  USGS QUAD   -  ROCKVILLE (2019)
 KA1054
 KA1054                         *CURRENT SURVEY CONTROL
 KA1054  ______________________________________________________________________
 KA1054* NAD 83(1986) POSITION- 39 52 29.82   (N) 087 09 28.25   (W)   HD_HELD1
 KA1054* NAVD 88 ORTHO HEIGHT -   219.377 (meters)      719.74  (feet) ADJUSTED
 KA1054  ______________________________________________________________________
 KA1054  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 KA1054  DYNAMIC HEIGHT  -        219.255 (meters)      719.34  (feet) COMP
 KA1054  MODELED GRAVITY -    980,064.4   (mgal)                       NAVD 88
 KA1054
 KA1054  VERT ORDER      -  SECOND    CLASS 0
 KA1054
 KA1054.The horizontal coordinates were determined by differentially corrected
 KA1054.hand held GPS observations or other comparable positioning techniques
 KA1054.and have an estimated accuracy of +/- 3 meters.
 KA1054
 KA1054.The orthometric height was determined by differential leveling and
 KA1054.adjusted by the NATIONAL GEODETIC SURVEY
 KA1054.in June 1991.
 KA1054
 KA1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1054.GEOID18 height accuracy estimate available here.
 KA1054
 KA1054.Click photographs - Photos may exist for this station.
 KA1054
 KA1054.The dynamic height is computed by dividing the NAVD 88
 KA1054.geopotential number by the normal gravity value computed on the
 KA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1054.degrees latitude (g = 980.6199 gals.).
 KA1054
 KA1054.The modeled gravity was interpolated from observed gravity values.
 KA1054
 KA1054;                    North         East    Units  Estimated Accuracy
 KA1054;SPC IN W     -   513,636.0     893,625.6     MT  (+/- 3 meters HH1 GPS) 
 KA1054
 KA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8650113889(NAD 83)
 KA1054
 KA1054                          SUPERSEDED SURVEY CONTROL
 KA1054
 KA1054  NGVD 29 (??/??/92)  219.466  (m)          720.03   (f) ADJ UNCH    2 0
 KA1054
 KA1054.Superseded values are not recommended for survey control.
 KA1054
 KA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1054.See file dsdata.pdf to determine how the superseded data were derived.
 KA1054
 KA1054_MARKER: DB = BENCH MARK DISK
 KA1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1054_SP_SET: CULVERT HEADWALL
 KA1054_STAMPING: R 101 1946
 KA1054_MARK LOGO: CGS
 KA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1054+STABILITY: SURFACE MOTION
 KA1054
 KA1054  HISTORY     - Date     Condition        Report By
 KA1054  HISTORY     - 1946     MONUMENTED       CGS
 KA1054
 KA1054                          STATION DESCRIPTION
 KA1054
 KA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1054'6.2 MI W FROM WAVELAND.
 KA1054'ABOUT 6.15 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1054'WITH STATE HIGHWAY 59, AT A CROSS ROAD, SET IN THE TOP OF THE
 KA1054'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 20 INCH CORRRUGATED
 KA1054'PIPE CULVERT, 107 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD,
 KA1054'23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 KA1054'FEET BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED R 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1774 ***********************************************************************
 LB1774  DESIGNATION -  R 102
 LB1774  PID         -  LB1774
 LB1774  STATE/COUNTY-  IN/FOUNTAIN
 LB1774  COUNTRY     -  US
 LB1774  USGS QUAD   -  HILLSBORO (2019)
 LB1774
 LB1774                         *CURRENT SURVEY CONTROL
 LB1774  ______________________________________________________________________
 LB1774* NAD 83(1986) POSITION- 40 05 08.     (N) 087 14 35.     (W)   SCALED
 LB1774* NAVD 88 ORTHO HEIGHT -   185.988 (meters)      610.20  (feet) ADJUSTED
 LB1774  ______________________________________________________________________
 LB1774  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 LB1774  DYNAMIC HEIGHT  -        185.890 (meters)      609.87  (feet) COMP
 LB1774  MODELED GRAVITY -    980,096.8   (mgal)                       NAVD 88
 LB1774
 LB1774  VERT ORDER      -  SECOND    CLASS 0
 LB1774
 LB1774.The horizontal coordinates were scaled from a map and have
 LB1774.an estimated accuracy of +/- 6 seconds.
 LB1774
 LB1774.The orthometric height was determined by differential leveling and
 LB1774.adjusted by the NATIONAL GEODETIC SURVEY
 LB1774.in June 1991.
 LB1774
 LB1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1774.GEOID18 height accuracy estimate available here.
 LB1774
 LB1774.Click photographs - Photos may exist for this station.
 LB1774
 LB1774.The dynamic height is computed by dividing the NAVD 88
 LB1774.geopotential number by the normal gravity value computed on the
 LB1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1774.degrees latitude (g = 980.6199 gals.).
 LB1774
 LB1774.The modeled gravity was interpolated from observed gravity values.
 LB1774
 LB1774;                    North         East    Units  Estimated Accuracy
 LB1774;SPC IN W     -   537,030.      886,380.      MT  (+/- 180 meters Scaled)
 LB1774
 LB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792372(NAD 83)
 LB1774
 LB1774                          SUPERSEDED SURVEY CONTROL
 LB1774
 LB1774  NGVD 29 (??/??/92)  186.063  (m)          610.44   (f) ADJ UNCH    2 0
 LB1774
 LB1774.Superseded values are not recommended for survey control.
 LB1774
 LB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1774.See file dsdata.pdf to determine how the superseded data were derived.
 LB1774
 LB1774_MARKER: DB = BENCH MARK DISK
 LB1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1774_SP_SET: BRIDGE ABUTMENT
 LB1774_STAMPING: R 102 1946
 LB1774_MARK LOGO: CGS
 LB1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1774
 LB1774  HISTORY     - Date     Condition        Report By
 LB1774  HISTORY     - 1946     MONUMENTED       CGS
 LB1774
 LB1774                          STATION DESCRIPTION
 LB1774
 LB1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1774'1.9 MI S FROM STERLING.
 LB1774'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 LB1774'OF STATE HIGHWAY 34 AT STERLING, 0.8 MILE SOUTH OF THE CONCRETE
 LB1774'BRIDGE ACROSS THE EAST FORK OF COAL CREEK, SET IN THE TOP OF THE
 LB1774'WEST END OF THE SOUTH ABUTMENT OF A 37 FOOT CONCRETE BRIDGE, 11
 LB1774'FEET WEST OF AND ABOUT 0.3 FOOT ABOVE THE CENTER LINE OF THE
 LB1774'HIGHWAY.  A STANDARD DISK, STAMPED R 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0987 ***********************************************************************
 KA0987  DESIGNATION -  R 103 RESET
 KA0987  PID         -  KA0987
 KA0987  STATE/COUNTY-  IN/FOUNTAIN
 KA0987  COUNTRY     -  US
 KA0987  USGS QUAD   -  KINGMAN (2019)
 KA0987
 KA0987                         *CURRENT SURVEY CONTROL
 KA0987  ______________________________________________________________________
 KA0987* NAD 83(1986) POSITION- 39 57 36.     (N) 087 20 39.     (W)   SCALED
 KA0987* NAVD 88 ORTHO HEIGHT -   170.21  (meters)      558.4   (feet) RESET
 KA0987  ______________________________________________________________________
 KA0987  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 KA0987  VERT ORDER      -  THIRD
 KA0987
 KA0987.The horizontal coordinates were scaled from a map and have
 KA0987.an estimated accuracy of +/- 6 seconds.
 KA0987
 KA0987.The orthometric height was computed from unverified reset data.
 KA0987
 KA0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0987.GEOID18 height accuracy estimate available here.
 KA0987
 KA0987.Click photographs - Photos may exist for this station.
 KA0987
 KA0987;                    North         East    Units  Estimated Accuracy
 KA0987;SPC IN W     -   523,110.      877,710.      MT  (+/- 180 meters Scaled)
 KA0987
 KA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK706233(NAD 83)
 KA0987
 KA0987                          SUPERSEDED SURVEY CONTROL
 KA0987
 KA0987  NGVD 29 (08/22/16)  170.28   (m)          558.7    (f) RESET       3  
 KA0987
 KA0987.Superseded values are not recommended for survey control.
 KA0987
 KA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0987.See file dsdata.pdf to determine how the superseded data were derived.
 KA0987
 KA0987_MARKER: DV = VERTICAL CONTROL DISK
 KA0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0987_SP_SET: BRIDGE
 KA0987_STAMPING: R 103 RESET 1974
 KA0987_MARK LOGO: NGS
 KA0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0987
 KA0987  HISTORY     - Date     Condition        Report By
 KA0987  HISTORY     - 1974     MONUMENTED       INHD
 KA0987
 KA0987                          STATION DESCRIPTION
 KA0987
 KA0987'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1974
 KA0987'3.6 MI W FROM KINGMAN.
 KA0987'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST
 KA0987'OFFICE AT KINGMAN, 0.6 MILE WEST OF A CROSS ROAD, SET IN THE TOP
 KA0987'OF THE SOUTH END AND AT THE SOUTHEAST CORNER OF THE EAST CONCRETE
 KA0987'ABUTMENT OF A 97 FOOT STEEL BRIDGE OVER MILL CREEK, 14 FEET
 KA0987'SOUTH OF AND ABOUT 4 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE5115 ***********************************************************************
 AE5115  DESIGNATION -  R 103 RESET
 AE5115  PID         -  AE5115
 AE5115  STATE/COUNTY-  IN/FOUNTAIN
 AE5115  COUNTRY     -  US
 AE5115  USGS QUAD   -  KINGMAN (2019)
 AE5115
 AE5115                         *CURRENT SURVEY CONTROL
 AE5115  ______________________________________________________________________
 AE5115* NAD 83(1986) POSITION- 39 57 36.     (N) 087 20 39.     (W)   SCALED
 AE5115* NAVD 88 ORTHO HEIGHT -   172.61  (+/-2cm)      566.3   (feet) VERTCON3
 AE5115  ______________________________________________________________________
 AE5115  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 AE5115  VERT ORDER      -  THIRD (See Below)
 AE5115
 AE5115.The horizontal coordinates were scaled from a map and have
 AE5115.an estimated accuracy of +/- 6 seconds.
 AE5115
 AE5115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5115
 AE5115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5115.GEOID18 height accuracy estimate available here.
 AE5115
 AE5115.The vertical order pertains to the NGVD 29 superseded value.
 AE5115
 AE5115.Click photographs - Photos may exist for this station.
 AE5115
 AE5115;                    North         East    Units  Estimated Accuracy
 AE5115;SPC IN W     -   523,110.      877,710.      MT  (+/- 180 meters Scaled)
 AE5115
 AE5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK706233(NAD 83)
 AE5115
 AE5115                          SUPERSEDED SURVEY CONTROL
 AE5115
 AE5115  NGVD 29 (08/22/16)  172.67   (m)          566.5    (f) RESET       3  
 AE5115
 AE5115.Superseded values are not recommended for survey control.
 AE5115
 AE5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5115.See file dsdata.pdf to determine how the superseded data were derived.
 AE5115
 AE5115_MARKER: DV = VERTICAL CONTROL DISK
 AE5115_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5115_SP_SET: BRIDGE RAILING
 AE5115_STAMPING: R 103 RESET 1996
 AE5115_MARK LOGO: NGS
 AE5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5115
 AE5115  HISTORY     - Date     Condition        Report By
 AE5115  HISTORY     - 1996     MONUMENTED       INHD
 AE5115
 AE5115                          STATION DESCRIPTION
 AE5115
 AE5115'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1996 (DB)
 AE5115'3.6 MILES (5.8 KM) WEST FROM KINGMAN ON SR 234 AND 5.7 MILES (9.2 KM)
 AE5115'WEST OF JUNCTION US 41, IN SECTION 32 T-18-N, R-8-W FULTON TOWNSHIP.
 AE5115'RESET ON STRUCTURE NO 234-23-7724, THE DISK WAS PLACED IN THE CONCRETE
 AE5115'BRIDGE RAILING ON THE SOUTHWEST END OF THE STRUCTURE OVER THE
 AE5115'CENTERLINE OF BENT NO 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1066 ***********************************************************************
 KA1066  DESIGNATION -  R 104 RESET
 KA1066  PID         -  KA1066
 KA1066  STATE/COUNTY-  IN/MONTGOMERY
 KA1066  COUNTRY     -  US
 KA1066  USGS QUAD   -  ALAMO (2019)
 KA1066
 KA1066                         *CURRENT SURVEY CONTROL
 KA1066  ______________________________________________________________________
 KA1066* NAD 83(1986) POSITION- 39 58 56.     (N) 087 03 28.     (W)   SCALED
 KA1066* NAVD 88 ORTHO HEIGHT -   247.18  (meters)      811.0   (feet) RESET
 KA1066  ______________________________________________________________________
 KA1066  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 KA1066  VERT ORDER      -  THIRD
 KA1066
 KA1066.The horizontal coordinates were scaled from a map and have
 KA1066.an estimated accuracy of +/- 6 seconds.
 KA1066
 KA1066.The orthometric height was computed from unverified reset data.
 KA1066
 KA1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1066.GEOID18 height accuracy estimate available here.
 KA1066
 KA1066.Click photographs - Photos may exist for this station.
 KA1066
 KA1066;                    North         East    Units  Estimated Accuracy
 KA1066;SPC IN W     -   525,540.      902,180.      MT  (+/- 180 meters Scaled)
 KA1066
 KA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK950257(NAD 83)
 KA1066
 KA1066                          SUPERSEDED SURVEY CONTROL
 KA1066
 KA1066  NGVD 29 (??/??/??)  247.26   (m)          811.2    (f) RESET       3  
 KA1066
 KA1066.Superseded values are not recommended for survey control.
 KA1066
 KA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1066.See file dsdata.pdf to determine how the superseded data were derived.
 KA1066
 KA1066_MARKER: DB = BENCH MARK DISK
 KA1066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA1066_SP_SET: STEP
 KA1066_STAMPING: R 104 RESET 1968
 KA1066_MARK LOGO: CGS
 KA1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1066
 KA1066  HISTORY     - Date     Condition        Report By
 KA1066  HISTORY     - 1968     MONUMENTED       CGS
 KA1066  HISTORY     - 20090713 GOOD             INDOT
 KA1066
 KA1066                          STATION DESCRIPTION
 KA1066
 KA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KA1066'AT ALAMO.
 KA1066'THE DISK IS SET IN A DRILL HOLE IN THE NORTH CONCRETE STEP RAIL
 KA1066'ON THE EAST SIDE OF THE ALAMO COMMUNITY BUILDING, ABOUT 150
 KA1066'FEET NORTHWEST OF THE INTERSECTION OF COUNTY ROADS 400 S AND
 KA1066'825 W, 2 FEET NORTH OF THE NORTH END OF ENTRANCE TO THE NORTH
 KA1066'DOOR, 8 INCHES EAST OF THE EAST SIDE OF THE CONCRETE BUILDING.
 KA1066
 KA1066                          STATION RECOVERY (2009)
 KA1066
 KA1066'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 KA1066'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1375 ***********************************************************************
 ME1375  DESIGNATION -  R 105
 ME1375  PID         -  ME1375
 ME1375  STATE/COUNTY-  IN/NEWTON
 ME1375  COUNTRY     -  US
 ME1375  USGS QUAD   -  FAIR OAKS (2019)
 ME1375
 ME1375                         *CURRENT SURVEY CONTROL
 ME1375  ______________________________________________________________________
 ME1375* NAD 83(1986) POSITION- 41 00 48.     (N) 087 19 59.     (W)   SCALED
 ME1375* NAVD 88 ORTHO HEIGHT -   204.645 (meters)      671.41  (feet) ADJUSTED
 ME1375  ______________________________________________________________________
 ME1375  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 ME1375  DYNAMIC HEIGHT  -        204.557 (meters)      671.12  (feet) COMP
 ME1375  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 ME1375
 ME1375  VERT ORDER      -  SECOND    CLASS 0
 ME1375
 ME1375.The horizontal coordinates were scaled from a map and have
 ME1375.an estimated accuracy of +/- 6 seconds.
 ME1375
 ME1375.The orthometric height was determined by differential leveling and
 ME1375.adjusted by the NATIONAL GEODETIC SURVEY
 ME1375.in June 1991.
 ME1375
 ME1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1375.GEOID18 height accuracy estimate available here.
 ME1375
 ME1375.Click photographs - Photos may exist for this station.
 ME1375
 ME1375.The dynamic height is computed by dividing the NAVD 88
 ME1375.geopotential number by the normal gravity value computed on the
 ME1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1375.degrees latitude (g = 980.6199 gals.).
 ME1375
 ME1375.The modeled gravity was interpolated from observed gravity values.
 ME1375
 ME1375;                    North         East    Units  Estimated Accuracy
 ME1375;SPC IN W     -   640,070.      878,990.      MT  (+/- 180 meters Scaled)
 ME1375
 ME1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719402(NAD 83)
 ME1375
 ME1375                          SUPERSEDED SURVEY CONTROL
 ME1375
 ME1375  NGVD 29 (??/??/92)  204.728  (m)          671.68   (f) ADJ UNCH    2 0
 ME1375
 ME1375.Superseded values are not recommended for survey control.
 ME1375
 ME1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1375.See file dsdata.pdf to determine how the superseded data were derived.
 ME1375
 ME1375_MARKER: DB = BENCH MARK DISK
 ME1375_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1375_SP_SET: CULVERT HEADWALL
 ME1375_STAMPING: R 105 1946
 ME1375_MARK LOGO: CGS
 ME1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1375+STABILITY: SURFACE MOTION
 ME1375
 ME1375  HISTORY     - Date     Condition        Report By
 ME1375  HISTORY     - 1946     MONUMENTED       CGS
 ME1375  HISTORY     - 20081011 MARK NOT FOUND   GEOCAC
 ME1375
 ME1375                          STATION DESCRIPTION
 ME1375
 ME1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1375'11 MI S FROM THAYER.
 ME1375'ABOUT 11.0 MILES SOUTH OF THE CROSS ROADS AT THAYER ALONG STATE
 ME1375'HIGHWAY 55, AT THE INTERSECTION WITH STATE HIGHWAY 14, 102 FEET
 ME1375'EAST OF THE CENTER LINE OF HIGHWAY 55, 23 FEET NORTH OF THE CENTER
 ME1375'LINE OF HIGHWAY 14, IN THE TOP OF THE EAST END OF THE NORTH
 ME1375'CONCRETE HEADWALL OF A 16-INCH PIPE CULVERT UNDER HIGHWAY 14,
 ME1375'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THIS MARK IS
 ME1375'5.8 MILES EAST ALONG STATE HIGHWAY 14 FROM THE NEW YORK CENTRAL
 ME1375'RAILROAD STATION AT ENOS AND ABOUT 7.0 MILES WEST OF THE CROSS
 ME1375'ROADS AT PARR.
 ME1375
 ME1375                          STATION RECOVERY (2008)
 ME1375
 ME1375'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1375'COULD BE BURIED OR CULVERT WAS REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1309 ***********************************************************************
 LB1309  DESIGNATION -  R 106
 LB1309  PID         -  LB1309
 LB1309  STATE/COUNTY-  IN/NEWTON
 LB1309  COUNTRY     -  US
 LB1309  USGS QUAD   -  MOUNT AYR (2019)
 LB1309
 LB1309                         *CURRENT SURVEY CONTROL
 LB1309  ______________________________________________________________________
 LB1309* NAD 83(1986) POSITION- 40 54 40.     (N) 087 18 24.     (W)   SCALED
 LB1309* NAVD 88 ORTHO HEIGHT -   202.156 (meters)      663.24  (feet) ADJUSTED
 LB1309  ______________________________________________________________________
 LB1309  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LB1309  DYNAMIC HEIGHT  -        202.068 (meters)      662.95  (feet) COMP
 LB1309  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 LB1309
 LB1309  VERT ORDER      -  SECOND    CLASS 0
 LB1309
 LB1309.The horizontal coordinates were scaled from a map and have
 LB1309.an estimated accuracy of +/- 6 seconds.
 LB1309
 LB1309.The orthometric height was determined by differential leveling and
 LB1309.adjusted by the NATIONAL GEODETIC SURVEY
 LB1309.in June 1991.
 LB1309
 LB1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1309.GEOID18 height accuracy estimate available here.
 LB1309
 LB1309.Click photographs - Photos may exist for this station.
 LB1309
 LB1309.The dynamic height is computed by dividing the NAVD 88
 LB1309.geopotential number by the normal gravity value computed on the
 LB1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1309.degrees latitude (g = 980.6199 gals.).
 LB1309
 LB1309.The modeled gravity was interpolated from observed gravity values.
 LB1309
 LB1309;                    North         East    Units  Estimated Accuracy
 LB1309;SPC IN W     -   628,710.      881,190.      MT  (+/- 180 meters Scaled)
 LB1309
 LB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741289(NAD 83)
 LB1309
 LB1309                          SUPERSEDED SURVEY CONTROL
 LB1309
 LB1309  NGVD 29 (??/??/92)  202.235  (m)          663.50   (f) ADJ UNCH    2 0
 LB1309
 LB1309.Superseded values are not recommended for survey control.
 LB1309
 LB1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1309.See file dsdata.pdf to determine how the superseded data were derived.
 LB1309
 LB1309_MARKER: DB = BENCH MARK DISK
 LB1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1309_STAMPING: R 106 1946
 LB1309_MARK LOGO: CGS
 LB1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1309+STABILITY: SURFACE MOTION
 LB1309
 LB1309  HISTORY     - Date     Condition        Report By
 LB1309  HISTORY     - 1946     MONUMENTED       CGS
 LB1309  HISTORY     - 20061219 GOOD             BFSINC
 LB1309  HISTORY     - 20080921 POOR             GEOCAC
 LB1309
 LB1309                          STATION DESCRIPTION
 LB1309
 LB1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1309'3.6 MI S FROM MT AYR.
 LB1309'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1309'BUILDING AT MR. AYR, AT A SHARP TURN IN THE HIGHWAY AND THE
 LB1309'JUNCTION WITH A ROAD LEADING WEST, 25 FEET WEST OF THE CENTER
 LB1309'LINE OF THE HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF THE
 LB1309'ROAD LEADING WEST, 23 FEET SOUTH OF POWER LINE POLE NUMBER
 LB1309'715-757, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 6
 LB1309'FEET SOUTH OF THE SOUTH POST AT A GATE, SET IN THE TOP OF A
 LB1309'CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE
 LB1309'HIGHWAY.
 LB1309
 LB1309                          STATION RECOVERY (2006)
 LB1309
 LB1309'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1309'RECOVERED IN GOOD CONDITION.
 LB1309
 LB1309                          STATION RECOVERY (2008)
 LB1309
 LB1309'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1309'TOP OF SETTING MISSING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1087 ***********************************************************************
 LB1087  DESIGNATION -  R 107
 LB1087  PID         -  LB1087
 LB1087  STATE/COUNTY-  IN/WHITE
 LB1087  COUNTRY     -  US
 LB1087  USGS QUAD   -  MONON (2019)
 LB1087
 LB1087                         *CURRENT SURVEY CONTROL
 LB1087  ______________________________________________________________________
 LB1087* NAD 83(1986) POSITION- 40 52 04.     (N) 086 56 23.     (W)   SCALED
 LB1087* NAVD 88 ORTHO HEIGHT -   206.308 (meters)      676.86  (feet) ADJUSTED
 LB1087  ______________________________________________________________________
 LB1087  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 LB1087  DYNAMIC HEIGHT  -        206.216 (meters)      676.56  (feet) COMP
 LB1087  MODELED GRAVITY -    980,172.1   (mgal)                       NAVD 88
 LB1087
 LB1087  VERT ORDER      -  SECOND    CLASS 0
 LB1087
 LB1087.The horizontal coordinates were scaled from a map and have
 LB1087.an estimated accuracy of +/- 6 seconds.
 LB1087
 LB1087.The orthometric height was determined by differential leveling and
 LB1087.adjusted by the NATIONAL GEODETIC SURVEY
 LB1087.in June 1991.
 LB1087
 LB1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1087.GEOID18 height accuracy estimate available here.
 LB1087
 LB1087.Click photographs - Photos may exist for this station.
 LB1087
 LB1087.The dynamic height is computed by dividing the NAVD 88
 LB1087.geopotential number by the normal gravity value computed on the
 LB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1087.degrees latitude (g = 980.6199 gals.).
 LB1087
 LB1087.The modeled gravity was interpolated from observed gravity values.
 LB1087
 LB1087;                    North         East    Units  Estimated Accuracy
 LB1087;SPC IN W     -   623,890.      912,110.      MT  (+/- 180 meters Scaled)
 LB1087
 LB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL050240(NAD 83)
 LB1087
 LB1087                          SUPERSEDED SURVEY CONTROL
 LB1087
 LB1087  NGVD 29 (??/??/92)  206.400  (m)          677.16   (f) ADJ UNCH    2 0
 LB1087
 LB1087.Superseded values are not recommended for survey control.
 LB1087
 LB1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1087.See file dsdata.pdf to determine how the superseded data were derived.
 LB1087
 LB1087_MARKER: DB = BENCH MARK DISK
 LB1087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1087_SP_SET: CULVERT HEADWALL
 LB1087_STAMPING: R 107 1946
 LB1087_MARK LOGO: CGS
 LB1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1087+STABILITY: SURFACE MOTION
 LB1087
 LB1087  HISTORY     - Date     Condition        Report By
 LB1087  HISTORY     - 1946     MONUMENTED       CGS
 LB1087  HISTORY     - 20150915 MARK NOT FOUND   INDOT
 LB1087
 LB1087                          STATION DESCRIPTION
 LB1087
 LB1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1087'3.2 MI W FROM MONON.
 LB1087'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1087'BUILDING AT MONON, 0.6 MILE WEST OF A CROSS ROAD, SET IN THE TOP
 LB1087'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 3 1/2-FOOT
 LB1087'CORRUGATED STEEL PIPE CULVERT, 13 FEET NORTH OF THE CENTER LINE
 LB1087'OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.
 LB1087
 LB1087                          STATION RECOVERY (2015)
 LB1087
 LB1087'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB1087'THIS MARK HAS BEEN DESTROYED. A 6 FOOT CORRUGATED STEEL PIPE HAS
 LB1087'REPLACED ORIGINAL 3.5 FEET PIPE AND HEADWALLS ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1360 ***********************************************************************
 LB1360  DESIGNATION -  R 108
 LB1360  PID         -  LB1360
 LB1360  STATE/COUNTY-  IN/JASPER
 LB1360  COUNTRY     -  US
 LB1360  USGS QUAD   -  RENSSELAER (2019)
 LB1360
 LB1360                         *CURRENT SURVEY CONTROL
 LB1360  ______________________________________________________________________
 LB1360* NAD 83(1986) POSITION- 40 59 38.     (N) 087 09 02.     (W)   SCALED
 LB1360* NAVD 88 ORTHO HEIGHT -   209.280 (meters)      686.61  (feet) ADJUSTED
 LB1360  ______________________________________________________________________
 LB1360  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LB1360  DYNAMIC HEIGHT  -        209.190 (meters)      686.32  (feet) COMP
 LB1360  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 LB1360
 LB1360  VERT ORDER      -  SECOND    CLASS 0
 LB1360
 LB1360.The horizontal coordinates were scaled from a map and have
 LB1360.an estimated accuracy of +/- 6 seconds.
 LB1360
 LB1360.The orthometric height was determined by differential leveling and
 LB1360.adjusted by the NATIONAL GEODETIC SURVEY
 LB1360.in June 1991.
 LB1360
 LB1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1360.GEOID18 height accuracy estimate available here.
 LB1360
 LB1360.Click photographs - Photos may exist for this station.
 LB1360
 LB1360.The dynamic height is computed by dividing the NAVD 88
 LB1360.geopotential number by the normal gravity value computed on the
 LB1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1360.degrees latitude (g = 980.6199 gals.).
 LB1360
 LB1360.The modeled gravity was interpolated from observed gravity values.
 LB1360
 LB1360;                    North         East    Units  Estimated Accuracy
 LB1360;SPC IN W     -   637,880.      894,340.      MT  (+/- 180 meters Scaled)
 LB1360
 LB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873380(NAD 83)
 LB1360
 LB1360                          SUPERSEDED SURVEY CONTROL
 LB1360
 LB1360  NGVD 29 (??/??/92)  209.367  (m)          686.90   (f) ADJ UNCH    2 0
 LB1360
 LB1360.Superseded values are not recommended for survey control.
 LB1360
 LB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1360.See file dsdata.pdf to determine how the superseded data were derived.
 LB1360
 LB1360_MARKER: DB = BENCH MARK DISK
 LB1360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1360_SP_SET: CULVERT HEADWALL
 LB1360_STAMPING: R 108 1946
 LB1360_MARK LOGO: CGS
 LB1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1360+STABILITY: SURFACE MOTION
 LB1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1360+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1360
 LB1360  HISTORY     - Date     Condition        Report By
 LB1360  HISTORY     - 1946     MONUMENTED       CGS
 LB1360  HISTORY     - 20120327 GOOD             IN-073
 LB1360
 LB1360                          STATION DESCRIPTION
 LB1360
 LB1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1360'4 MI N FROM RENSSELAER.
 LB1360'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1360'HOUSE AT RENSSELAER, 0.4 MILE SOUTH OF A CROSS ROAD, SET IN
 LB1360'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN
 LB1360'18-INCH PIPE CULVERT, 90 FEET NORTH OF POWER LINE POLE NUMBER
 LB1360'A 54, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 LB1360'LEVEL WITH THE HIGHWAY.
 LB1360
 LB1360                          STATION RECOVERY (2012)
 LB1360
 LB1360'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1450 ***********************************************************************
 LB1450  DESIGNATION -  R 109 RESET
 LB1450  PID         -  LB1450
 LB1450  STATE/COUNTY-  IN/NEWTON
 LB1450  COUNTRY     -  US
 LB1450  USGS QUAD   -  GOODLAND (2019)
 LB1450
 LB1450                         *CURRENT SURVEY CONTROL
 LB1450  ______________________________________________________________________
 LB1450* NAD 83(1986) POSITION- 40 45 56.     (N) 087 19 45.     (W)   SCALED
 LB1450* NAVD 88 ORTHO HEIGHT -   212.63  (meters)      697.6   (feet) RESET
 LB1450  ______________________________________________________________________
 LB1450  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 LB1450  VERT ORDER      -  THIRD
 LB1450
 LB1450.The horizontal coordinates were scaled from a map and have
 LB1450.an estimated accuracy of +/- 6 seconds.
 LB1450
 LB1450.The orthometric height was computed from unverified reset data.
 LB1450
 LB1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1450.GEOID18 height accuracy estimate available here.
 LB1450
 LB1450.Click photographs - Photos may exist for this station.
 LB1450
 LB1450;                    North         East    Units  Estimated Accuracy
 LB1450;SPC IN W     -   612,550.      879,240.      MT  (+/- 180 meters Scaled)
 LB1450
 LB1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL722127(NAD 83)
 LB1450
 LB1450                          SUPERSEDED SURVEY CONTROL
 LB1450
 LB1450  NGVD 29 (??/??/??)  213.30   (m)          699.8    (f) RESET       3  
 LB1450
 LB1450.Superseded values are not recommended for survey control.
 LB1450
 LB1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1450.See file dsdata.pdf to determine how the superseded data were derived.
 LB1450
 LB1450_MARKER: DB = BENCH MARK DISK
 LB1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1450_STAMPING: R 109 RESET 1956
 LB1450_MARK LOGO: CGS
 LB1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1450+STABILITY: SURFACE MOTION
 LB1450
 LB1450  HISTORY     - Date     Condition        Report By
 LB1450  HISTORY     - 1956     MONUMENTED       INHD
 LB1450  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1450
 LB1450                          STATION DESCRIPTION
 LB1450
 LB1450'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1956
 LB1450'1.8 MI W FROM GOODLAND.
 LB1450'1.8 MILES WEST ALONG THE PENNSYLVANIA R.R. FROM THE STATION
 LB1450'AT GOODLAND, 0.2 MILES WEST OF THE CROSSING OF STATE HIGHWAY 55,
 LB1450'240 FEET NORTH OF THE TRACK AT CONCRETE BRIDGE NO. 24-B-6.2 ON
 LB1450'U.S. HIGHWAY 24, 50 FEET WEST OF THE WEST END OF THE BRIDGE AND
 LB1450'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  DISK IS SET IN
 LB1450'THE TOP OF A 12-INCH CONCRETE POST.
 LB1450
 LB1450                          STATION RECOVERY (2008)
 LB1450
 LB1450'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1450'HEADWALL ERODED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1429 ***********************************************************************
 ME1429  DESIGNATION -  R 110
 ME1429  PID         -  ME1429
 ME1429  STATE/COUNTY-  IN/JASPER
 ME1429  COUNTRY     -  US
 ME1429  USGS QUAD   -  GIFFORD (2019)
 ME1429
 ME1429                         *CURRENT SURVEY CONTROL
 ME1429  ______________________________________________________________________
 ME1429* NAD 83(1986) POSITION- 41 01 37.     (N) 087 01 36.     (W)   SCALED
 ME1429* NAVD 88 ORTHO HEIGHT -   208.377 (meters)      683.65  (feet) ADJUSTED
 ME1429  ______________________________________________________________________
 ME1429  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME1429  DYNAMIC HEIGHT  -        208.286 (meters)      683.35  (feet) COMP
 ME1429  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 ME1429
 ME1429  VERT ORDER      -  SECOND    CLASS 0
 ME1429
 ME1429.The horizontal coordinates were scaled from a map and have
 ME1429.an estimated accuracy of +/- 6 seconds.
 ME1429
 ME1429.The orthometric height was determined by differential leveling and
 ME1429.adjusted by the NATIONAL GEODETIC SURVEY
 ME1429.in June 1991.
 ME1429
 ME1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1429.GEOID18 height accuracy estimate available here.
 ME1429
 ME1429.Click photographs - Photos may exist for this station.
 ME1429
 ME1429.The dynamic height is computed by dividing the NAVD 88
 ME1429.geopotential number by the normal gravity value computed on the
 ME1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1429.degrees latitude (g = 980.6199 gals.).
 ME1429
 ME1429.The modeled gravity was interpolated from observed gravity values.
 ME1429
 ME1429;                    North         East    Units  Estimated Accuracy
 ME1429;SPC IN W     -   641,550.      904,770.      MT  (+/- 180 meters Scaled)
 ME1429
 ME1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977417(NAD 83)
 ME1429
 ME1429                          SUPERSEDED SURVEY CONTROL
 ME1429
 ME1429  NGVD 29 (??/??/92)  208.469  (m)          683.95   (f) ADJ UNCH    2 0
 ME1429
 ME1429.Superseded values are not recommended for survey control.
 ME1429
 ME1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1429.See file dsdata.pdf to determine how the superseded data were derived.
 ME1429
 ME1429_MARKER: DB = BENCH MARK DISK
 ME1429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1429_SP_SET: CULVERT HEADWALL
 ME1429_STAMPING: R 110 1946
 ME1429_MARK LOGO: CGS
 ME1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1429+STABILITY: SURFACE MOTION
 ME1429
 ME1429  HISTORY     - Date     Condition        Report By
 ME1429  HISTORY     - 1946     MONUMENTED       CGS
 ME1429  HISTORY     - 20050830 MARK NOT FOUND   BFSINC
 ME1429  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1429
 ME1429                          STATION DESCRIPTION
 ME1429
 ME1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1429'9.9 MI E FROM PARR.
 ME1429'ABOUT 9.9 MILES EAST OF THE CROSS ROADS AT PARR ALONG STATE
 ME1429'HIGHWAY 14, ABOUT 1.0 MILE EAST OF THE T ROAD JUNCTION AT
 ME1429'LEWISTON, IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH
 ME1429'THE NEWLAND-MOODY ROAD, ABOUT 1.6 MILE SOUTH OF NEWLAND, 26 FEET
 ME1429'NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE
 ME1429'CENTER LINE OF THE NEWLAND ROAD, SET IN THE TOP OF THE WEST
 ME1429'END OF THE NORTH CONCRETE HEADWALL OF 16-INCH PIPE CULVERT NUMBER
 ME1429'24 AND ABOUT LEVEL WITH THE HIGHWAY.
 ME1429
 ME1429                          STATION RECOVERY (2005)
 ME1429
 ME1429'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 ME1429'THE CULVERT HAS BEEN REMOVED.
 ME1429
 ME1429                          STATION RECOVERY (2012)
 ME1429
 ME1429'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2731 ***********************************************************************
 LB2731  DESIGNATION -  R 111 A
 LB2731  PID         -  LB2731
 LB2731  STATE/COUNTY-  IN/MONTGOMERY
 LB2731  COUNTRY     -  US
 LB2731  USGS QUAD   -  DARLINGTON (2019)
 LB2731
 LB2731                         *CURRENT SURVEY CONTROL
 LB2731  ______________________________________________________________________
 LB2731* NAD 83(1986) POSITION- 40 02 49.     (N) 086 48 36.     (W)   SCALED
 LB2731* NAVD 88 ORTHO HEIGHT -   242.98  (meters)      797.2   (feet) RESET
 LB2731  ______________________________________________________________________
 LB2731  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 LB2731  VERT ORDER      -  THIRD
 LB2731
 LB2731.The horizontal coordinates were scaled from a map and have
 LB2731.an estimated accuracy of +/- 6 seconds.
 LB2731
 LB2731.The orthometric height was computed from unverified reset data.
 LB2731
 LB2731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2731.GEOID18 height accuracy estimate available here.
 LB2731
 LB2731.Click photographs - Photos may exist for this station.
 LB2731
 LB2731;                    North         East    Units  Estimated Accuracy
 LB2731;SPC IN W     -   532,770.      923,320.      MT  (+/- 180 meters Scaled)
 LB2731
 LB2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK162329(NAD 83)
 LB2731
 LB2731                          SUPERSEDED SURVEY CONTROL
 LB2731
 LB2731  NGVD 29 (08/22/16)  243.08   (m)          797.5    (f) RESET       3  
 LB2731
 LB2731.Superseded values are not recommended for survey control.
 LB2731
 LB2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2731.See file dsdata.pdf to determine how the superseded data were derived.
 LB2731
 LB2731_MARKER: DV = VERTICAL CONTROL DISK
 LB2731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2731_SP_SET: CULVERT HEADWALL
 LB2731_STAMPING: R-111 A
 LB2731_MARK LOGO: NGS
 LB2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2731+STABILITY: SURFACE MOTION
 LB2731
 LB2731  HISTORY     - Date     Condition        Report By
 LB2731  HISTORY     - 1991     MONUMENTED       INHD
 LB2731
 LB2731                          STATION DESCRIPTION
 LB2731
 LB2731'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1991
 LB2731'ALONG STATE HIGHWAY 32 ABOUT 1.0 MILE (1.6 KM) EAST OF THE SCHOOL
 LB2731'BUILDING IN SMARTSBURG SET IN THE CONCRETE HEADWALL ON PIPE OF A 12
 LB2731'FEET (3.7 M) BY 9 INCHES LONG HEADWALL, 3.3 FEET (1.0 M) ABOVE
 LB2731'GROUND, 27 FEET (8.2 M) NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0617 ***********************************************************************
 LB0617  DESIGNATION -  R 112
 LB0617  PID         -  LB0617
 LB0617  STATE/COUNTY-  IN/BOONE
 LB0617  COUNTRY     -  US
 LB0617  USGS QUAD   -  LEBANON (2019)
 LB0617
 LB0617                         *CURRENT SURVEY CONTROL
 LB0617  ______________________________________________________________________
 LB0617* NAD 83(1986) POSITION- 40 02 21.     (N) 086 25 38.     (W)   SCALED
 LB0617* NAVD 88 ORTHO HEIGHT -   288.221 (meters)      945.61  (feet) ADJUSTED
 LB0617  ______________________________________________________________________
 LB0617  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 LB0617  DYNAMIC HEIGHT  -        288.061 (meters)      945.08  (feet) COMP
 LB0617  MODELED GRAVITY -    980,063.7   (mgal)                       NAVD 88
 LB0617
 LB0617  VERT ORDER      -  SECOND    CLASS 0
 LB0617
 LB0617.The horizontal coordinates were scaled from a map and have
 LB0617.an estimated accuracy of +/- 6 seconds.
 LB0617
 LB0617.The orthometric height was determined by differential leveling and
 LB0617.adjusted by the NATIONAL GEODETIC SURVEY
 LB0617.in June 1991.
 LB0617
 LB0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0617.GEOID18 height accuracy estimate available here.
 LB0617
 LB0617.Click photographs - Photos may exist for this station.
 LB0617
 LB0617.The dynamic height is computed by dividing the NAVD 88
 LB0617.geopotential number by the normal gravity value computed on the
 LB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0617.degrees latitude (g = 980.6199 gals.).
 LB0617
 LB0617.The modeled gravity was interpolated from observed gravity values.
 LB0617
 LB0617;                    North         East    Units  Estimated Accuracy
 LB0617;SPC IN W     -   532,070.      955,990.      MT  (+/- 180 meters Scaled)
 LB0617
 LB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK488322(NAD 83)
 LB0617
 LB0617                          SUPERSEDED SURVEY CONTROL
 LB0617
 LB0617  NGVD 29 (??/??/92)  288.324  (m)          945.94   (f) ADJ UNCH    2 0
 LB0617
 LB0617.Superseded values are not recommended for survey control.
 LB0617
 LB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0617.See file dsdata.pdf to determine how the superseded data were derived.
 LB0617
 LB0617_MARKER: DB = BENCH MARK DISK
 LB0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0617_SP_SET: BRIDGE WINGWALL
 LB0617_STAMPING: R 112 1946
 LB0617_MARK LOGO: CGS
 LB0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0617
 LB0617  HISTORY     - Date     Condition        Report By
 LB0617  HISTORY     - 1946     MONUMENTED       CGS
 LB0617  HISTORY     - 1977     GOOD             LOCENG
 LB0617
 LB0617                          STATION DESCRIPTION
 LB0617
 LB0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0617'2.6 MI E FROM LEBANON.
 LB0617'ALONG STATE HIGHWAY 32 ABOUT 2.55 MILES EAST OF THE COUNTY COURT
 LB0617'HOUSE AT LEBANON, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LB0617'15-FOOT CONCRETE BRIDGE, 15 FEET NORTH OF THE CENTER LINE OF THE
 LB0617'HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LB0617'A STANDARD DISK, STAMPED R 112 1946.
 LB0617
 LB0617                          STATION RECOVERY (1977)
 LB0617
 LB0617'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0858 ***********************************************************************
 LB0858  DESIGNATION -  R 113
 LB0858  PID         -  LB0858
 LB0858  STATE/COUNTY-  IN/BOONE
 LB0858  COUNTRY     -  US
 LB0858  USGS QUAD   -  THORNTOWN (2019)
 LB0858
 LB0858                         *CURRENT SURVEY CONTROL
 LB0858  ______________________________________________________________________
 LB0858* NAD 83(2011) POSITION- 40 07 35.62381(N) 086 32 39.58192(W)   ADJUSTED
 LB0858* NAD 83(2011) ELLIP HT-   235.644 (meters)        (06/14/23)   ADJUSTED
 LB0858* NAD 83(2011) EPOCH   -  2010.00
 LB0858* NAVD 88 ORTHO HEIGHT -   269.451 (meters)      884.02  (feet) ADJUSTED
 LB0858  ______________________________________________________________________
 LB0858  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 LB0858  NAD 83(2011) X  -    294,379.925 (meters)                     COMP
 LB0858  NAD 83(2011) Y  - -4,874,962.704 (meters)                     COMP
 LB0858  NAD 83(2011) Z  -  4,088,892.629 (meters)                     COMP
 LB0858  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LB0858  DYNAMIC HEIGHT  -        269.305 (meters)      883.54  (feet) COMP
 LB0858  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 LB0858
 LB0858  VERT ORDER      -  SECOND    CLASS 0
 LB0858
 LB0858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0858  Standards:
 LB0858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0858  -------------------------------------------------------------------
 LB0858  NETWORK    1.04   1.74           0.44   0.41   0.89     -0.16162708
 LB0858  -------------------------------------------------------------------
 LB0858  Click here for local accuracies and other accuracy information.
 LB0858
 LB0858.The horizontal coordinates were established by GPS observations
 LB0858.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0858
 LB0858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0858.been affixed to the stable North American tectonic plate. See 
 LB0858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0858
 LB0858.The horizontal coordinates are valid at the epoch date displayed above
 LB0858.which is a decimal equivalence of Year/Month/Day.
 LB0858
 LB0858.The orthometric height was determined by differential leveling and
 LB0858.adjusted by the NATIONAL GEODETIC SURVEY
 LB0858.in June 1991.
 LB0858
 LB0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0858.GEOID18 height accuracy estimate available here.
 LB0858
 LB0858.Click photographs - Photos may exist for this station.
 LB0858
 LB0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0858
 LB0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0858
 LB0858.The ellipsoidal height was determined by GPS observations
 LB0858.and is referenced to NAD 83.
 LB0858
 LB0858.The dynamic height is computed by dividing the NAVD 88
 LB0858.geopotential number by the normal gravity value computed on the
 LB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0858.degrees latitude (g = 980.6199 gals.).
 LB0858
 LB0858.The modeled gravity was interpolated from observed gravity values.
 LB0858
 LB0858. The following values were computed from the NAD 83(2011) position.
 LB0858
 LB0858;                    North         East     Units Scale Factor Converg.
 LB0858;SPC IN W     -   541,709.376   945,941.213   MT  0.99999264   +0 20 50.6
 LB0858;SPC IN W     - 1,777,258.18  3,103,475.46   sFT  0.99999264   +0 20 50.6
 LB0858;UTM  16      - 4,441,904.033   538,824.163   MT  0.99961855   +0 17 37.2
 LB0858
 LB0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0858!SPC IN W     -   0.99996303  x   0.99999264  =   0.99995567
 LB0858!UTM  16      -   0.99996303  x   0.99961855  =   0.99958160
 LB0858
 LB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3882441904(NAD 83)
 LB0858
 LB0858                          SUPERSEDED SURVEY CONTROL
 LB0858
 LB0858  NAVD 88 (06/14/23)  269.4    (m)  GEOID18  model used  GPS OBS        
 LB0858  NGVD 29 (??/??/92)  269.548  (m)          884.34   (f) ADJ UNCH    2 0
 LB0858
 LB0858.Superseded values are not recommended for survey control.
 LB0858
 LB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0858.See file dsdata.pdf to determine how the superseded data were derived.
 LB0858
 LB0858_MARKER: DB = BENCH MARK DISK
 LB0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0858_STAMPING: R 113 1946
 LB0858_MARK LOGO: CGS
 LB0858_PROJECTION: PROJECTING 13 CENTIMETERS
 LB0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0858+STABILITY: SURFACE MOTION
 LB0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0858+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2023
 LB0858
 LB0858  HISTORY     - Date     Condition        Report By
 LB0858  HISTORY     - 1946     MONUMENTED       CGS
 LB0858  HISTORY     - 1977     GOOD             LOCENG
 LB0858  HISTORY     - 20230426 GOOD             INDOT
 LB0858
 LB0858                          STATION DESCRIPTION
 LB0858
 LB0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0858'3.3 MI E FROM THORNTOWN.
 LB0858'ALONG STATE HIGHWAY 47 ABOUT 3.3 MILES EAST OF THE MUNICIPAL
 LB0858'BUILDING AT THORNTOWN, ABOUT 0.9 MILE EAST OF THE INTERSECTION
 LB0858'WITH U.S. HIGHWAY 52, 39 FEET SOUTH OF THE CENTER LINE OF THE
 LB0858'HIGHWAY, 27 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE
 LB0858'HOUSE, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE VANE
 LB0858'RIGGINS FARM HOUSE, 5 FEET WEST OF A FENCE CORNER AND 1.7 FOOT
 LB0858'EAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 LB0858'HIGHWAY.  A STANDARD DISK, STAMPED R 113 1946 AND SET IN THE TOP
 LB0858'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0858
 LB0858                          STATION RECOVERY (1977)
 LB0858
 LB0858'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0858'RECOVERED IN GOOD CONDITION.
 LB0858
 LB0858                          STATION RECOVERY (2023)
 LB0858
 LB0858'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0858'MARK WAS RECOVERED IN GOOD CONDITION PER THE NATIONAL GEODETIC SURVEY
 LB0858'DATASHEET.  MARK IS 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST SIGN.
 LB0858'A SMALL AMOUNT OF TREE CANOPY EXISTS IN THE AREA MAKING THIS ONLY GPS
 LB0858'OBSERVABLE IN THE WINTER MONTHS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0917 ***********************************************************************
 LB0917  DESIGNATION -  R 114 RESET
 LB0917  PID         -  LB0917
 LB0917  STATE/COUNTY-  IN/CLINTON
 LB0917  COUNTRY     -  US
 LB0917  USGS QUAD   -  FRANKFORT (2019)
 LB0917
 LB0917                         *CURRENT SURVEY CONTROL
 LB0917  ______________________________________________________________________
 LB0917* NAD 83(1986) POSITION- 40 15 52.     (N) 086 30 37.     (W)   SCALED
 LB0917* NAVD 88 ORTHO HEIGHT -   264.39  (meters)      867.4   (feet) RESET
 LB0917  ______________________________________________________________________
 LB0917  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LB0917  VERT ORDER      -  THIRD
 LB0917
 LB0917.The horizontal coordinates were scaled from a map and have
 LB0917.an estimated accuracy of +/- 6 seconds.
 LB0917
 LB0917.The orthometric height was computed from unverified reset data.
 LB0917
 LB0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0917.GEOID18 height accuracy estimate available here.
 LB0917
 LB0917.Click photographs - Photos may exist for this station.
 LB0917
 LB0917;                    North         East    Units  Estimated Accuracy
 LB0917;SPC IN W     -   557,040.      948,750.      MT  (+/- 180 meters Scaled)
 LB0917
 LB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416572(NAD 83)
 LB0917
 LB0917                          SUPERSEDED SURVEY CONTROL
 LB0917
 LB0917  NGVD 29 (??/??/??)  264.50   (m)          867.8    (f) RESET       3  
 LB0917
 LB0917.Superseded values are not recommended for survey control.
 LB0917
 LB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0917.See file dsdata.pdf to determine how the superseded data were derived.
 LB0917
 LB0917_MARKER: DB = BENCH MARK DISK
 LB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0917_STAMPING: R 114 RESET 1953
 LB0917_MARK LOGO: CGS
 LB0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0917+STABILITY: SURFACE MOTION
 LB0917
 LB0917  HISTORY     - Date     Condition        Report By
 LB0917  HISTORY     - 1953     MONUMENTED       INHD
 LB0917  HISTORY     - 1954     GOOD             CGS
 LB0917
 LB0917                          STATION DESCRIPTION
 LB0917
 LB0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0917'1.1 MI S FROM FRANKFORT.
 LB0917'1.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE AT
 LB0917'FRANKFORT, CLINTON COUNTY, AT THE CROSSING OF THE CHICAGO,
 LB0917'INDIANAPOLIS AND LOUISVILLE RAILWAY, 50 FEET EAST OF THE
 LB0917'CENTERLINE OF THE HIGHWAY, 20.9 FEET SOUTHWEST OF THE SOUTHWEST
 LB0917'RAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  THE CONCRETE
 LB0917'POST PROJECTS ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0092 ***********************************************************************
 LB0092  DESIGNATION -  R 115
 LB0092  PID         -  LB0092
 LB0092  STATE/COUNTY-  IN/CARROLL
 LB0092  COUNTRY     -  US
 LB0092  USGS QUAD   -  DEER CREEK (2019)
 LB0092
 LB0092                         *CURRENT SURVEY CONTROL
 LB0092  ______________________________________________________________________
 LB0092* NAD 83(1986) POSITION- 40 36 35.     (N) 086 23 29.     (W)   SCALED
 LB0092* NAVD 88 ORTHO HEIGHT -   215.531 (meters)      707.12  (feet) ADJUSTED
 LB0092  ______________________________________________________________________
 LB0092  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 LB0092  DYNAMIC HEIGHT  -        215.425 (meters)      706.77  (feet) COMP
 LB0092  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 LB0092
 LB0092  VERT ORDER      -  SECOND    CLASS 0
 LB0092
 LB0092.The horizontal coordinates were scaled from a map and have
 LB0092.an estimated accuracy of +/- 6 seconds.
 LB0092
 LB0092.The orthometric height was determined by differential leveling and
 LB0092.adjusted by the NATIONAL GEODETIC SURVEY
 LB0092.in June 1991.
 LB0092
 LB0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0092.GEOID18 height accuracy estimate available here.
 LB0092
 LB0092.Click photographs - Photos may exist for this station.
 LB0092
 LB0092.The dynamic height is computed by dividing the NAVD 88
 LB0092.geopotential number by the normal gravity value computed on the
 LB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0092.degrees latitude (g = 980.6199 gals.).
 LB0092
 LB0092.The modeled gravity was interpolated from observed gravity values.
 LB0092
 LB0092;                    North         East    Units  Estimated Accuracy
 LB0092;SPC IN W     -   595,450.      958,560.      MT  (+/- 180 meters Scaled)
 LB0092
 LB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514956(NAD 83)
 LB0092
 LB0092                          SUPERSEDED SURVEY CONTROL
 LB0092
 LB0092  NGVD 29 (??/??/92)  215.646  (m)          707.50   (f) ADJ UNCH    2 0
 LB0092
 LB0092.Superseded values are not recommended for survey control.
 LB0092
 LB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0092.See file dsdata.pdf to determine how the superseded data were derived.
 LB0092
 LB0092_MARKER: DB = BENCH MARK DISK
 LB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0092_STAMPING: R 115 1946
 LB0092_MARK LOGO: CGS
 LB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0092+STABILITY: SURFACE MOTION
 LB0092
 LB0092  HISTORY     - Date     Condition        Report By
 LB0092  HISTORY     - 1946     MONUMENTED       CGS
 LB0092
 LB0092                          STATION DESCRIPTION
 LB0092
 LB0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0092'AT DEER CREEK.
 LB0092'AT DEER CREEK, AT THE JUNCTION OF STATE HIGHWAYS 29 AND 218, IN
 LB0092'THE NORTHWEST QUARTER OF THE JUNCTION, 176 FEET WEST OF THE
 LB0092'CENTER LINE OF HIGHWAY 29, 43 FEET NORTH OF THE CENTER LINE OF
 LB0092'HIGHWAY 218, 4 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST
 LB0092'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT SOUTHEAST OF THE
 LB0092'RIGHT-OF-WAY FENCE AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LB0092'JUNCTION.  A STANDARD DISK, STAMPED R 115 1946 AND SET IN THE TOP
 LB0092'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0004 ***********************************************************************
 LB0004  DESIGNATION -  R 116
 LB0004  PID         -  LB0004
 LB0004  STATE/COUNTY-  IN/CARROLL
 LB0004  COUNTRY     -  US
 LB0004  USGS QUAD   -  DEER CREEK (2019)
 LB0004
 LB0004                         *CURRENT SURVEY CONTROL
 LB0004  ______________________________________________________________________
 LB0004* NAD 83(1997) POSITION- 40 32 49.15668(N) 086 23 30.53993(W)   ADJUSTED
 LB0004* NAVD 88 ORTHO HEIGHT -   233.929 (meters)      767.48  (feet) ADJUSTED
 LB0004  ______________________________________________________________________
 LB0004  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LB0004  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LB0004  DYNAMIC HEIGHT  -        233.811 (meters)      767.09  (feet) COMP
 LB0004  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 LB0004
 LB0004  HORZ ORDER      -  SECOND
 LB0004  VERT ORDER      -  SECOND    CLASS 0
 LB0004
 LB0004.The horizontal coordinates were established by classical geodetic methods
 LB0004.and adjusted by the National Geodetic Survey in May 1999.
 LB0004
 LB0004.The orthometric height was determined by differential leveling and
 LB0004.adjusted by the NATIONAL GEODETIC SURVEY
 LB0004.in June 1991.
 LB0004
 LB0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0004.GEOID18 height accuracy estimate available here.
 LB0004
 LB0004.Click photographs - Photos may exist for this station.
 LB0004
 LB0004.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0004
 LB0004.The dynamic height is computed by dividing the NAVD 88
 LB0004.geopotential number by the normal gravity value computed on the
 LB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0004.degrees latitude (g = 980.6199 gals.).
 LB0004
 LB0004.The modeled gravity was interpolated from observed gravity values.
 LB0004
 LB0004. The following values were computed from the NAD 83(1997) position.
 LB0004
 LB0004;                    North         East     Units Scale Factor Converg.
 LB0004;SPC IN W     -   588,482.893   958,575.675   MT  1.00000888   +0 26 58.4
 LB0004;SPC IN W     - 1,930,714.29  3,144,927.03   sFT  1.00000888   +0 26 58.4
 LB0004;UTM  16      - 4,488,648.091   551,497.900   MT  0.99963264   +0 23 43.3
 LB0004
 LB0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0004!SPC IN W     -   0.99996868  x   1.00000888  =   0.99997756
 LB0004!UTM  16      -   0.99996868  x   0.99963264  =   0.99960133
 LB0004
 LB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5149788648(NAD 83)
 LB0004
 LB0004                          SUPERSEDED SURVEY CONTROL
 LB0004
 LB0004  NAD 83(1986)-  40 32 49.16205(N)    086 23 30.55160(W) AD(       ) 2
 LB0004  NAD 27      -  40 32 49.02600(N)    086 23 30.53920(W) AD(       ) 2
 LB0004  NGVD 29 (??/??/92)  234.039  (m)          767.84   (f) ADJ UNCH    2 0
 LB0004  NGVD 29             234.04   (m)          767.8    (f) LEVELING    3  
 LB0004
 LB0004.Superseded values are not recommended for survey control.
 LB0004
 LB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0004.See file dsdata.pdf to determine how the superseded data were derived.
 LB0004
 LB0004_MARKER: DB = BENCH MARK DISK
 LB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0004_STAMPING: R 116 1946
 LB0004_MARK LOGO: CGS
 LB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0004+STABILITY: SURFACE MOTION
 LB0004
 LB0004  HISTORY     - Date     Condition        Report By
 LB0004  HISTORY     - 1946     MONUMENTED       CGS
 LB0004  HISTORY     - 1954     GOOD             CGS
 LB0004  HISTORY     - 1954     GOOD             CGS
 LB0004
 LB0004                          STATION DESCRIPTION
 LB0004
 LB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0004'2 MI N FROM CARROLLTON.
 LB0004'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 29 FROM DARWIN M.E.
 LB0004'CHURCH AT CARROLLTON, AT THE JUNCTION WITH STATE HIGHWAY 18,
 LB0004'49 FEET EAST OF THE CENTER LINE OF HIGHWAY 29, 22 FEET NORTH
 LB0004'OF THE CENTER LINE OF A PAVED ROAD LEADING EAST FROM THE
 LB0004'HIGHWAY JUNCTION, 1 1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 LB0004'3 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 LB0004'WITNESS POST AND ABOUT 2 FEET ABOVE HIGHWAY LEVEL.  A STANDARD
 LB0004'DISK, STAMPED R 116 1946 AND SET IN THE TOP OF A CONCRETE
 LB0004'POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- 6.5 MILES EAST
 LB0004'OF FLORA.
 LB0004
 LB0004                          STATION RECOVERY (1954)
 LB0004
 LB0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB0004'BENCH MARK R 116 IS 53 FEET NORTHEAST OF THE INTERSECTION OF
 LB0004'HIGHWAYS 29 AND 18, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 LB0004'WEST OF A FENCE LINE.  THE MARK IS A 8 X 8 INCH CONCRETE POST THAT
 LB0004'PROJECTS 4 INCHES WITH A STANDARD U. S. COAST AND GEODETIC SURVEY
 LB0004'BENCH MARK DISK STAMPED R 116 1946.
 LB0004
 LB0004                          STATION RECOVERY (1954)
 LB0004
 LB0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 LB0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0451 ***********************************************************************
 LB0451  DESIGNATION -  R 117
 LB0451  PID         -  LB0451
 LB0451  STATE/COUNTY-  IN/CLINTON
 LB0451  COUNTRY     -  US
 LB0451  USGS QUAD   -  BURLINGTON (2019)
 LB0451
 LB0451                         *CURRENT SURVEY CONTROL
 LB0451  ______________________________________________________________________
 LB0451* NAD 83(1986) POSITION- 40 23 14.69   (N) 086 28 06.39   (W)   HD_HELD1
 LB0451* NAVD 88 ORTHO HEIGHT -   252.082 (meters)      827.04  (feet) ADJUSTED
 LB0451  ______________________________________________________________________
 LB0451  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 LB0451  DYNAMIC HEIGHT  -        251.951 (meters)      826.61  (feet) COMP
 LB0451  MODELED GRAVITY -    980,101.0   (mgal)                       NAVD 88
 LB0451
 LB0451  VERT ORDER      -  SECOND    CLASS 0
 LB0451
 LB0451.The horizontal coordinates were determined by differentially corrected
 LB0451.hand held GPS observations or other comparable positioning techniques
 LB0451.and have an estimated accuracy of +/- 3 meters.
 LB0451
 LB0451.The orthometric height was determined by differential leveling and
 LB0451.adjusted by the NATIONAL GEODETIC SURVEY
 LB0451.in June 1991.
 LB0451
 LB0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0451.GEOID18 height accuracy estimate available here.
 LB0451
 LB0451.Click photographs - Photos may exist for this station.
 LB0451
 LB0451.The dynamic height is computed by dividing the NAVD 88
 LB0451.geopotential number by the normal gravity value computed on the
 LB0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0451.degrees latitude (g = 980.6199 gals.).
 LB0451
 LB0451.The modeled gravity was interpolated from observed gravity values.
 LB0451
 LB0451;                    North         East    Units  Estimated Accuracy
 LB0451;SPC IN W     -   570,715.5     952,208.4     MT  (+/- 3 meters HH1 GPS) 
 LB0451
 LB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4511670893(NAD 83)
 LB0451
 LB0451                          SUPERSEDED SURVEY CONTROL
 LB0451
 LB0451  NGVD 29 (??/??/92)  252.187  (m)          827.38   (f) ADJ UNCH    2 0
 LB0451
 LB0451.Superseded values are not recommended for survey control.
 LB0451
 LB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0451.See file dsdata.pdf to determine how the superseded data were derived.
 LB0451
 LB0451_MARKER: DB = BENCH MARK DISK
 LB0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0451_STAMPING: R 117 1946
 LB0451_MARK LOGO: CGS
 LB0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0451+STABILITY: SURFACE MOTION
 LB0451
 LB0451  HISTORY     - Date     Condition        Report By
 LB0451  HISTORY     - 1946     MONUMENTED       CGS
 LB0451
 LB0451                          STATION DESCRIPTION
 LB0451
 LB0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0451'2.5 MI E FROM MORAN.
 LB0451'ABOUT 2.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0451'AT MORAN, IN THE SOUTHEAST QUARTER OF A CROSS ROAD, 20 FEET
 LB0451'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 27 FEET EAST
 LB0451'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET EAST OF A
 LB0451'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE CORNER AND ABOUT 0.5
 LB0451'FOOT LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED R 117 1946
 LB0451'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0451'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0959 ***********************************************************************
 LB0959  DESIGNATION -  R 118
 LB0959  PID         -  LB0959
 LB0959  STATE/COUNTY-  IN/CARROLL
 LB0959  COUNTRY     -  US
 LB0959  USGS QUAD   -  FLORA (2019)
 LB0959
 LB0959                         *CURRENT SURVEY CONTROL
 LB0959  ______________________________________________________________________
 LB0959* NAD 83(1986) POSITION- 40 36 13.     (N) 086 32 04.     (W)   SCALED
 LB0959* NAVD 88 ORTHO HEIGHT -   190.743 (meters)      625.80  (feet) ADJUSTED
 LB0959  ______________________________________________________________________
 LB0959  GEOID HEIGHT    -        -34.147 (meters)                     GEOID18
 LB0959  DYNAMIC HEIGHT  -        190.650 (meters)      625.49  (feet) COMP
 LB0959  MODELED GRAVITY -    980,133.1   (mgal)                       NAVD 88
 LB0959
 LB0959  VERT ORDER      -  SECOND    CLASS 0
 LB0959
 LB0959.The horizontal coordinates were scaled from a map and have
 LB0959.an estimated accuracy of +/- 6 seconds.
 LB0959
 LB0959.The orthometric height was determined by differential leveling and
 LB0959.adjusted by the NATIONAL GEODETIC SURVEY
 LB0959.in June 1991.
 LB0959
 LB0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0959.GEOID18 height accuracy estimate available here.
 LB0959
 LB0959.Click photographs - Photos may exist for this station.
 LB0959
 LB0959.The dynamic height is computed by dividing the NAVD 88
 LB0959.geopotential number by the normal gravity value computed on the
 LB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0959.degrees latitude (g = 980.6199 gals.).
 LB0959
 LB0959.The modeled gravity was interpolated from observed gravity values.
 LB0959
 LB0959;                    North         East    Units  Estimated Accuracy
 LB0959;SPC IN W     -   594,690.      946,460.      MT  (+/- 180 meters Scaled)
 LB0959
 LB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK393948(NAD 83)
 LB0959
 LB0959                          SUPERSEDED SURVEY CONTROL
 LB0959
 LB0959  NGVD 29 (??/??/92)  190.857  (m)          626.17   (f) ADJ UNCH    2 0
 LB0959
 LB0959.Superseded values are not recommended for survey control.
 LB0959
 LB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0959.See file dsdata.pdf to determine how the superseded data were derived.
 LB0959
 LB0959_MARKER: DB = BENCH MARK DISK
 LB0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0959_SP_SET: BRIDGE WINGWALL
 LB0959_STAMPING: R 118 1946
 LB0959_MARK LOGO: CGS
 LB0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0959
 LB0959  HISTORY     - Date     Condition        Report By
 LB0959  HISTORY     - 1946     MONUMENTED       CGS
 LB0959
 LB0959                          STATION DESCRIPTION
 LB0959
 LB0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0959'0.5 MI S FROM CAMDEN.
 LB0959'ABOUT 0.5 MILE SOUTH ALONG THE CAMDEN-FLORA ROAD FROM THE CAMDEN
 LB0959'STATE BANK AT CAMDEN, SET IN THE TOP OF THE NORTHEAST MASONRY
 LB0959'WINGWALL OF A STEEL BRIDGE OVER DEER CREEK, 11 FEET EAST OF THE
 LB0959'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LB0959'A STANDARD DISK, STAMPED R 118 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0976 ***********************************************************************
 LB0976  DESIGNATION -  R 119
 LB0976  PID         -  LB0976
 LB0976  STATE/COUNTY-  IN/CARROLL
 LB0976  COUNTRY     -  US
 LB0976  USGS QUAD   -  DELPHI (2019)
 LB0976
 LB0976                         *CURRENT SURVEY CONTROL
 LB0976  ______________________________________________________________________
 LB0976* NAD 83(1986) POSITION- 40 35 03.     (N) 086 40 21.     (W)   SCALED
 LB0976* NAVD 88 ORTHO HEIGHT -   169.778 (meters)      557.01  (feet) ADJUSTED
 LB0976  ______________________________________________________________________
 LB0976  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 LB0976  DYNAMIC HEIGHT  -        169.695 (meters)      556.74  (feet) COMP
 LB0976  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 LB0976
 LB0976  VERT ORDER      -  SECOND    CLASS 0
 LB0976
 LB0976.The horizontal coordinates were scaled from a map and have
 LB0976.an estimated accuracy of +/- 6 seconds.
 LB0976
 LB0976.The orthometric height was determined by differential leveling and
 LB0976.adjusted by the NATIONAL GEODETIC SURVEY
 LB0976.in June 1991.
 LB0976
 LB0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0976.GEOID18 height accuracy estimate available here.
 LB0976
 LB0976.Click photographs - Photos may exist for this station.
 LB0976
 LB0976.The dynamic height is computed by dividing the NAVD 88
 LB0976.geopotential number by the normal gravity value computed on the
 LB0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0976.degrees latitude (g = 980.6199 gals.).
 LB0976
 LB0976.The modeled gravity was interpolated from observed gravity values.
 LB0976
 LB0976;                    North         East    Units  Estimated Accuracy
 LB0976;SPC IN W     -   592,460.      934,780.      MT  (+/- 180 meters Scaled)
 LB0976
 LB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK277926(NAD 83)
 LB0976
 LB0976                          SUPERSEDED SURVEY CONTROL
 LB0976
 LB0976  NGVD 29 (??/??/92)  169.889  (m)          557.38   (f) ADJ UNCH    2 0
 LB0976
 LB0976.Superseded values are not recommended for survey control.
 LB0976
 LB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0976.See file dsdata.pdf to determine how the superseded data were derived.
 LB0976
 LB0976_MARKER: DB = BENCH MARK DISK
 LB0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0976_SP_SET: BRIDGE RAILING
 LB0976_STAMPING: R 119 1946
 LB0976_MARK LOGO: CGS
 LB0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0976
 LB0976  HISTORY     - Date     Condition        Report By
 LB0976  HISTORY     - 1946     MONUMENTED       CGS
 LB0976  HISTORY     - 20090330 GOOD             INDOT
 LB0976
 LB0976                          STATION DESCRIPTION
 LB0976
 LB0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0976'0.2 MI SE FROM DELPHI.
 LB0976'AT DELPHI, ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 39 FROM
 LB0976'THE COUNTY COURT HOUSE, SET IN THE TOP OF THE NORTH END OF THE
 LB0976'WEST CONCRETE RAILING OF A DOUBLE-ARCH CONCRETE BRIDGE OVER DEER
 LB0976'CREEK, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET
 LB0976'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED R 119 1946.
 LB0976
 LB0976                          STATION RECOVERY (2009)
 LB0976
 LB0976'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0976'RECOVERED AS DESCRIBED (R-119 RESET 2000)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0340 ***********************************************************************
 KA0340  DESIGNATION -  R 12
 KA0340  PID         -  KA0340
 KA0340  STATE/COUNTY-  IN/GREENE
 KA0340  COUNTRY     -  US
 KA0340  USGS QUAD   -  BLOOMFIELD (2019)
 KA0340
 KA0340                         *CURRENT SURVEY CONTROL
 KA0340  ______________________________________________________________________
 KA0340* NAD 83(1986) POSITION- 39 01 32.19   (N) 086 58 14.88   (W)   HD_HELD1
 KA0340* NAVD 88 ORTHO HEIGHT -   154.147 (meters)      505.73  (feet) ADJUSTED
 KA0340  ______________________________________________________________________
 KA0340  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KA0340  DYNAMIC HEIGHT  -        154.053 (meters)      505.42  (feet) COMP
 KA0340  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 KA0340
 KA0340  VERT ORDER      -  FIRST     CLASS II
 KA0340
 KA0340.The horizontal coordinates were determined by differentially corrected
 KA0340.hand held GPS observations or other comparable positioning techniques
 KA0340.and have an estimated accuracy of +/- 3 meters.
 KA0340
 KA0340.The orthometric height was determined by differential leveling and
 KA0340.adjusted by the NATIONAL GEODETIC SURVEY
 KA0340.in June 1991.
 KA0340
 KA0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0340.GEOID18 height accuracy estimate available here.
 KA0340
 KA0340.Click photographs - Photos may exist for this station.
 KA0340
 KA0340.The dynamic height is computed by dividing the NAVD 88
 KA0340.geopotential number by the normal gravity value computed on the
 KA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0340.degrees latitude (g = 980.6199 gals.).
 KA0340
 KA0340.The modeled gravity was interpolated from observed gravity values.
 KA0340
 KA0340;                    North         East    Units  Estimated Accuracy
 KA0340;SPC IN W     -   419,345.2     909,744.5     MT  (+/- 3 meters HH1 GPS) 
 KA0340
 KA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0252719618(NAD 83)
 KA0340
 KA0340                          SUPERSEDED SURVEY CONTROL
 KA0340
 KA0340  NGVD 29 (??/??/92)  154.282  (m)          506.17   (f) ADJ UNCH    1 2
 KA0340
 KA0340.Superseded values are not recommended for survey control.
 KA0340
 KA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0340.See file dsdata.pdf to determine how the superseded data were derived.
 KA0340
 KA0340_MARKER: DB = BENCH MARK DISK
 KA0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0340_SP_SET: BRIDGE
 KA0340_STAMPING: 506.174 R 12 1934
 KA0340_MARK LOGO: CGS
 KA0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0340
 KA0340  HISTORY     - Date     Condition        Report By
 KA0340  HISTORY     - 1930     MONUMENTED       CGS
 KA0340  HISTORY     - 1946     GOOD             CGS
 KA0340  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0340
 KA0340                          STATION DESCRIPTION
 KA0340
 KA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0340'AT ELLISTON.
 KA0340'AT ELLISTON, GREEN COUNTY, ON THE NEW YORK CENTRAL RAILROAD, AT
 KA0340'THE ILLINOIS CENTRAL RAILROAD OVERHEAD BRIDGE, IN THE SOUTH FACE
 KA0340'OF THE SEVENTH PIER FROM THE WEST END, AND ABOUT 1-1/2 FEET ABOVE
 KA0340'THE GROUND.  A STANDARD DISK, STAMPED 506.174 R 12 1930 AND SET
 KA0340'VERTICALLY.
 KA0340
 KA0340                          STATION RECOVERY (1985)
 KA0340
 KA0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0700 ***********************************************************************
 LB0700  DESIGNATION -  R 120
 LB0700  PID         -  LB0700
 LB0700  STATE/COUNTY-  IN/TIPPECANOE
 LB0700  COUNTRY     -  US
 LB0700  USGS QUAD   -  PYRMONT (2019)
 LB0700
 LB0700                         *CURRENT SURVEY CONTROL
 LB0700  ______________________________________________________________________
 LB0700* NAD 83(1986) POSITION- 40 28 29.     (N) 086 43 56.     (W)   SCALED
 LB0700* NAVD 88 ORTHO HEIGHT -   204.396 (meters)      670.59  (feet) ADJUSTED
 LB0700  ______________________________________________________________________
 LB0700  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LB0700  DYNAMIC HEIGHT  -        204.295 (meters)      670.26  (feet) COMP
 LB0700  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 LB0700
 LB0700  VERT ORDER      -  SECOND    CLASS 0
 LB0700
 LB0700.The horizontal coordinates were scaled from a map and have
 LB0700.an estimated accuracy of +/- 6 seconds.
 LB0700
 LB0700.The orthometric height was determined by differential leveling and
 LB0700.adjusted by the NATIONAL GEODETIC SURVEY
 LB0700.in June 1991.
 LB0700
 LB0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0700.GEOID18 height accuracy estimate available here.
 LB0700
 LB0700.Click photographs - Photos may exist for this station.
 LB0700
 LB0700.The dynamic height is computed by dividing the NAVD 88
 LB0700.geopotential number by the normal gravity value computed on the
 LB0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0700.degrees latitude (g = 980.6199 gals.).
 LB0700
 LB0700.The modeled gravity was interpolated from observed gravity values.
 LB0700
 LB0700;                    North         East    Units  Estimated Accuracy
 LB0700;SPC IN W     -   580,290.      929,770.      MT  (+/- 180 meters Scaled)
 LB0700
 LB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226804(NAD 83)
 LB0700
 LB0700                          SUPERSEDED SURVEY CONTROL
 LB0700
 LB0700  NGVD 29 (??/??/92)  204.501  (m)          670.93   (f) ADJ UNCH    2 0
 LB0700
 LB0700.Superseded values are not recommended for survey control.
 LB0700
 LB0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0700.See file dsdata.pdf to determine how the superseded data were derived.
 LB0700
 LB0700_MARKER: DB = BENCH MARK DISK
 LB0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0700_STAMPING: R 120 1946
 LB0700_MARK LOGO: CGS
 LB0700_PROJECTION: PROJECTING
 LB0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0700+STABILITY: SURFACE MOTION
 LB0700
 LB0700  HISTORY     - Date     Condition        Report By
 LB0700  HISTORY     - 1946     MONUMENTED       CGS
 LB0700  HISTORY     - 20100608 MARK NOT FOUND   INDIV
 LB0700
 LB0700                          STATION DESCRIPTION
 LB0700
 LB0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0700'2.5 MI SE FROM BUCK CREEK.
 LB0700'ABOUT 1.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH
 LB0700'ALONG A NORTH-SOUTH GRAVEL ROAD FROM THE WABASH RAILWAY STATION
 LB0700'AT BUCK CREEK, IN THE SOUTHEAST QUARTER OF A CROSS ROAD, 25 FEET
 LB0700'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26 FEET EAST
 LB0700'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3 FEET SOUTH OF A
 LB0700'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE AND ABOUT 1 1/2 FEET
 LB0700'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED R 120 1946 AND SET
 LB0700'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0700
 LB0700                          STATION RECOVERY (2010)
 LB0700
 LB0700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SP)
 LB0700'MONUMENT DESTROYED. CONCRETE FOUNDATION STILL EXISTS AND IS LOCATED IN
 LB0700'THE S.E. QUADRANT, AT THE INTERSECTION OF COUNTY ROAD 400N AND 900E.
 LB0700'FOUND 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2714 ***********************************************************************
 LB2714  DESIGNATION -  R 120 RESET
 LB2714  PID         -  LB2714
 LB2714  STATE/COUNTY-  IN/TIPPECANOE
 LB2714  COUNTRY     -  US
 LB2714  USGS QUAD   -  PYRMONT (2019)
 LB2714
 LB2714                         *CURRENT SURVEY CONTROL
 LB2714  ______________________________________________________________________
 LB2714* NAD 83(1986) POSITION- 40 28 29.     (N) 086 43 56.     (W)   SCALED
 LB2714* NAVD 88 ORTHO HEIGHT -   204.40  (meters)      670.6   (feet) RESET
 LB2714  ______________________________________________________________________
 LB2714  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LB2714  VERT ORDER      -  THIRD
 LB2714
 LB2714.The horizontal coordinates were scaled from a map and have
 LB2714.an estimated accuracy of +/- 6 seconds.
 LB2714
 LB2714.The orthometric height was computed from unverified reset data.
 LB2714
 LB2714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2714.GEOID18 height accuracy estimate available here.
 LB2714
 LB2714.Click photographs - Photos may exist for this station.
 LB2714
 LB2714;                    North         East    Units  Estimated Accuracy
 LB2714;SPC IN W     -   580,290.      929,770.      MT  (+/- 180 meters Scaled)
 LB2714
 LB2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226804(NAD 83)
 LB2714
 LB2714                          SUPERSEDED SURVEY CONTROL
 LB2714
 LB2714  NGVD 29 (08/22/16)  204.50   (m)          670.9    (f) RESET       3  
 LB2714
 LB2714.Superseded values are not recommended for survey control.
 LB2714
 LB2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2714.See file dsdata.pdf to determine how the superseded data were derived.
 LB2714
 LB2714_MARKER: DV = VERTICAL CONTROL DISK
 LB2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2714_STAMPING: R 120 RESET 1985
 LB2714_MARK LOGO: NGS
 LB2714_PROJECTION: PROJECTING 5 CENTIMETERS
 LB2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2714+STABILITY: SURFACE MOTION
 LB2714
 LB2714  HISTORY     - Date     Condition        Report By
 LB2714  HISTORY     - 1985     MONUMENTED       NGS
 LB2714  HISTORY     - 20040923 MARK NOT FOUND   BFSINC
 LB2714
 LB2714                          STATION DESCRIPTION
 LB2714
 LB2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LB2714'4.0 KM (2.50 MI) SE FROM BUCKCREEK.
 LB2714'1.5 MILES EAST ALONG COUNTY ROAD 500 NORTH (PAVED), THENCE 1.0 MILE
 LB2714'SOUTH ALONG COUNTY ROAD 900 EAST (PAVED), FROM THE GRAIN ELEVATOR AT
 LB2714'BUCK CREEK, IN THE SOUTHEAST QUADRANT OF INTERSECTION OF COUNTY ROAD
 LB2714'900 EAST WITH COUNTY ROAD 400 NORTH (GRAVEL), 48.4 FEET SOUTH OF THE
 LB2714'CENTERLINE OF COUNTY ROAD 400 NORTH, 34.2 FEET EAST OF THE CENTERLINE
 LB2714'OF COUNTY ROAD 900 EAST, 63.0 FEET EAST OF THE FACE OF A POWER POLE,
 LB2714'AND ABOUT 1 FOOT BELOW ROAD LEVEL.
 LB2714
 LB2714                          STATION RECOVERY (2004)
 LB2714
 LB2714'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB2714'CONCRETE REMAINS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0662 ***********************************************************************
 KA0662  DESIGNATION -  R 121
 KA0662  PID         -  KA0662
 KA0662  STATE/COUNTY-  IN/PUTNAM
 KA0662  COUNTRY     -  US
 KA0662  USGS QUAD   -  GREENCASTLE (2019)
 KA0662
 KA0662                         *CURRENT SURVEY CONTROL
 KA0662  ______________________________________________________________________
 KA0662* NAD 83(1986) POSITION- 39 40 35.     (N) 086 45 56.     (W)   SCALED
 KA0662* NAVD 88 ORTHO HEIGHT -   258.325 (meters)      847.52  (feet) POSTED
 KA0662  ______________________________________________________________________
 KA0662  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 KA0662  DYNAMIC HEIGHT  -        258.18  (meters)      847.0   (feet) COMP
 KA0662  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 KA0662
 KA0662  VERT ORDER      -  * POSTED, SEE BELOW
 KA0662
 KA0662.The horizontal coordinates were scaled from a map and have
 KA0662.an estimated accuracy of +/- 6 seconds.
 KA0662
 KA0662.The orthometric height was determined by differential leveling
 KA0662.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0662
 KA0662.* This is a POSTED BENCH MARK height.
 KA0662
 KA0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0662.GEOID18 height accuracy estimate available here.
 KA0662
 KA0662.Click photographs - Photos may exist for this station.
 KA0662
 KA0662.The dynamic height is computed by dividing the NAVD 88
 KA0662.geopotential number by the normal gravity value computed on the
 KA0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0662.degrees latitude (g = 980.6199 gals.).
 KA0662
 KA0662.The modeled gravity was interpolated from observed gravity values.
 KA0662
 KA0662;                    North         East    Units  Estimated Accuracy
 KA0662;SPC IN W     -   491,640.      927,260.      MT  (+/- 180 meters Scaled)
 KA0662
 KA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ201918(NAD 83)
 KA0662
 KA0662                          SUPERSEDED SURVEY CONTROL
 KA0662
 KA0662  NGVD 29 (??/??/92)  258.433  (m)          847.88   (f) ADJ UNCH    1 2
 KA0662
 KA0662.Superseded values are not recommended for survey control.
 KA0662
 KA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0662.See file dsdata.pdf to determine how the superseded data were derived.
 KA0662
 KA0662_MARKER: DB = BENCH MARK DISK
 KA0662_SETTING: 66 = SET IN ROCK OUTCROP
 KA0662_STAMPING: R 121 1946
 KA0662_MARK LOGO: CGS
 KA0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0662+STABILITY: POSITION/ELEVATION WELL
 KA0662
 KA0662  HISTORY     - Date     Condition        Report By
 KA0662  HISTORY     - 1946     MONUMENTED       CGS
 KA0662  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0662
 KA0662                          STATION DESCRIPTION
 KA0662
 KA0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0662'0.8 MI SW FROM FILLMORE.
 KA0662'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.8 MILE SOUTHWEST OF
 KA0662'THE STATION AT FILLMORE, 7 POLES SOUTHWEST OF TELEPHONE NUMBER
 KA0662'33-15, OPPOSITE POLE NUMBER 33/22, IN THE APPROXIMATE CENTER OF A
 KA0662'LIMESTONE CUT, SET VERTICALLY IN THE NORTH FACE OF A ROCK OUTCROP
 KA0662'ON THE SOUTHEAST SIDE OF THE CUT, 23 FEET SOUTHEAST OF THE SOUTHEAST
 KA0662'RAIL OF THE EAST BOUND TRACK, AND ABOUT 4 FEET ABOVE TRACK LEVEL.
 KA0662'A STANDARD DISK, STAMPED R 121 1946.
 KA0662
 KA0662                          STATION RECOVERY (1985)
 KA0662
 KA0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0662'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1385 ***********************************************************************
 LB1385  DESIGNATION -  R 122
 LB1385  PID         -  LB1385
 LB1385  STATE/COUNTY-  IN/BENTON
 LB1385  COUNTRY     -  US
 LB1385  USGS QUAD   -  FOWLER (2019)
 LB1385
 LB1385                         *CURRENT SURVEY CONTROL
 LB1385  ______________________________________________________________________
 LB1385* NAD 83(1986) POSITION- 40 37 00.     (N) 087 19 14.     (W)   SCALED
 LB1385* NAVD 88 ORTHO HEIGHT -   251.864 (meters)      826.32  (feet) ADJUSTED
 LB1385  ______________________________________________________________________
 LB1385  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 LB1385  DYNAMIC HEIGHT  -        251.742 (meters)      825.92  (feet) COMP
 LB1385  MODELED GRAVITY -    980,133.6   (mgal)                       NAVD 88
 LB1385
 LB1385  VERT ORDER      -  SECOND    CLASS 0
 LB1385
 LB1385.The horizontal coordinates were scaled from a map and have
 LB1385.an estimated accuracy of +/- 6 seconds.
 LB1385
 LB1385.The orthometric height was determined by differential leveling and
 LB1385.adjusted by the NATIONAL GEODETIC SURVEY
 LB1385.in June 1991.
 LB1385
 LB1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1385.GEOID18 height accuracy estimate available here.
 LB1385
 LB1385.Click photographs - Photos may exist for this station.
 LB1385
 LB1385.The dynamic height is computed by dividing the NAVD 88
 LB1385.geopotential number by the normal gravity value computed on the
 LB1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1385.degrees latitude (g = 980.6199 gals.).
 LB1385
 LB1385.The modeled gravity was interpolated from observed gravity values.
 LB1385
 LB1385;                    North         East    Units  Estimated Accuracy
 LB1385;SPC IN W     -   596,020.      879,930.      MT  (+/- 180 meters Scaled)
 LB1385
 LB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK728962(NAD 83)
 LB1385
 LB1385                          SUPERSEDED SURVEY CONTROL
 LB1385
 LB1385  NGVD 29 (??/??/92)  251.916  (m)          826.49   (f) ADJ UNCH    2 0
 LB1385
 LB1385.Superseded values are not recommended for survey control.
 LB1385
 LB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1385.See file dsdata.pdf to determine how the superseded data were derived.
 LB1385
 LB1385_MARKER: DB = BENCH MARK DISK
 LB1385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1385_SP_SET: BUILDING FOUNDATION
 LB1385_STAMPING: R 122 1946
 LB1385_MARK LOGO: CGS
 LB1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1385
 LB1385  HISTORY     - Date     Condition        Report By
 LB1385  HISTORY     - 1946     MONUMENTED       CGS
 LB1385  HISTORY     - 20100219 GOOD             GEOCAC
 LB1385
 LB1385                          STATION DESCRIPTION
 LB1385
 LB1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1385'AT FOWLER.
 LB1385'AT FOWLER, SET HORIZONTALLY IN THE TOP OF THE FOUNDATION ON
 LB1385'THE SOUTH SIDE OF THE MAIN ENTRANCE TO THE POST OFFICE BUILDING,
 LB1385'11.5 FEET SOUTH OF THE CENTER OF THE ENTRANCE AND DIRECTLY BELOW
 LB1385'THE SOUTH SILL OF THE FIRST WINDOW SOUTH OF THE ENTRANCE, 2.5
 LB1385'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED R 122 1946.
 LB1385
 LB1385                          STATION RECOVERY (2010)
 LB1385
 LB1385'RECOVERY NOTE BY GEOCACHING 2010 (BPS)
 LB1385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1113 ***********************************************************************
 LB1113  DESIGNATION -  R 123
 LB1113  PID         -  LB1113
 LB1113  STATE/COUNTY-  IN/WHITE
 LB1113  COUNTRY     -  US
 LB1113  USGS QUAD   -  BROOKSTON SW (2019)
 LB1113
 LB1113                         *CURRENT SURVEY CONTROL
 LB1113  ______________________________________________________________________
 LB1113* NAD 83(1986) POSITION- 40 36 19.     (N) 086 54 17.     (W)   SCALED
 LB1113* NAVD 88 ORTHO HEIGHT -   211.641 (meters)      694.36  (feet) ADJUSTED
 LB1113  ______________________________________________________________________
 LB1113  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 LB1113  DYNAMIC HEIGHT  -        211.540 (meters)      694.03  (feet) COMP
 LB1113  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 LB1113
 LB1113  VERT ORDER      -  SECOND    CLASS 0
 LB1113
 LB1113.The horizontal coordinates were scaled from a map and have
 LB1113.an estimated accuracy of +/- 6 seconds.
 LB1113
 LB1113.The orthometric height was determined by differential leveling and
 LB1113.adjusted by the NATIONAL GEODETIC SURVEY
 LB1113.in June 1991.
 LB1113
 LB1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1113.GEOID18 height accuracy estimate available here.
 LB1113
 LB1113.Click photographs - Photos may exist for this station.
 LB1113
 LB1113.The dynamic height is computed by dividing the NAVD 88
 LB1113.geopotential number by the normal gravity value computed on the
 LB1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1113.degrees latitude (g = 980.6199 gals.).
 LB1113
 LB1113.The modeled gravity was interpolated from observed gravity values.
 LB1113
 LB1113;                    North         East    Units  Estimated Accuracy
 LB1113;SPC IN W     -   594,740.      915,120.      MT  (+/- 180 meters Scaled)
 LB1113
 LB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK080949(NAD 83)
 LB1113
 LB1113                          SUPERSEDED SURVEY CONTROL
 LB1113
 LB1113  NGVD 29 (??/??/92)  211.733  (m)          694.66   (f) ADJ UNCH    2 0
 LB1113
 LB1113.Superseded values are not recommended for survey control.
 LB1113
 LB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1113.See file dsdata.pdf to determine how the superseded data were derived.
 LB1113
 LB1113_MARKER: DB = BENCH MARK DISK
 LB1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1113_SP_SET: CULVERT HEADWALL
 LB1113_STAMPING: R 123 1946
 LB1113_MARK LOGO: CGS
 LB1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1113+STABILITY: SURFACE MOTION
 LB1113
 LB1113  HISTORY     - Date     Condition        Report By
 LB1113  HISTORY     - 1946     MONUMENTED       CGS
 LB1113
 LB1113                          STATION DESCRIPTION
 LB1113
 LB1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1113'2.3 MI W FROM BROOKSTON.
 LB1113'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1113'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1113'0.2 MILE EAST OF A 2-STORY FARM HOUSE ON THE SOUTH SIDE OF THE
 LB1113'HIGHWAY, SET IN THE WEST END OF THE NORTH LIMESTONE MASONRY
 LB1113'HEADWALL OF AN 18-INCH CONCRETE PIPE CULVERT, 1 1/2 FOOT EAST OF
 LB1113'THE WEST END OF THE HEADWALL, 19 FEET NORTH OF THE CENTER LINE
 LB1113'OF THE HIGHWAY, 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 LB1113'0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 LB1113'STAMPED R 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1216 ***********************************************************************
 LB1216  DESIGNATION -  R 124
 LB1216  PID         -  LB1216
 LB1216  STATE/COUNTY-  IN/BENTON
 LB1216  COUNTRY     -  US
 LB1216  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1216
 LB1216                         *CURRENT SURVEY CONTROL
 LB1216  ______________________________________________________________________
 LB1216* NAD 83(1986) POSITION- 40 39 40.     (N) 087 09 12.     (W)   SCALED
 LB1216* NAVD 88 ORTHO HEIGHT -   229.815 (meters)      753.98  (feet) ADJUSTED
 LB1216  ______________________________________________________________________
 LB1216  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 LB1216  DYNAMIC HEIGHT  -        229.705 (meters)      753.62  (feet) COMP
 LB1216  MODELED GRAVITY -    980,141.1   (mgal)                       NAVD 88
 LB1216
 LB1216  VERT ORDER      -  SECOND    CLASS 0
 LB1216
 LB1216.The horizontal coordinates were scaled from a map and have
 LB1216.an estimated accuracy of +/- 6 seconds.
 LB1216
 LB1216.The orthometric height was determined by differential leveling and
 LB1216.adjusted by the NATIONAL GEODETIC SURVEY
 LB1216.in June 1991.
 LB1216
 LB1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1216.GEOID18 height accuracy estimate available here.
 LB1216
 LB1216.Click photographs - Photos may exist for this station.
 LB1216
 LB1216.The dynamic height is computed by dividing the NAVD 88
 LB1216.geopotential number by the normal gravity value computed on the
 LB1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1216.degrees latitude (g = 980.6199 gals.).
 LB1216
 LB1216.The modeled gravity was interpolated from observed gravity values.
 LB1216
 LB1216;                    North         East    Units  Estimated Accuracy
 LB1216;SPC IN W     -   600,930.      894,080.      MT  (+/- 180 meters Scaled)
 LB1216
 LB1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870011(NAD 83)
 LB1216
 LB1216                          SUPERSEDED SURVEY CONTROL
 LB1216
 LB1216  NGVD 29 (??/??/92)  229.887  (m)          754.22   (f) ADJ UNCH    2 0
 LB1216
 LB1216.Superseded values are not recommended for survey control.
 LB1216
 LB1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1216.See file dsdata.pdf to determine how the superseded data were derived.
 LB1216
 LB1216_MARKER: DB = BENCH MARK DISK
 LB1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1216_STAMPING: R 124 1946
 LB1216_MARK LOGO: CGS
 LB1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1216+STABILITY: SURFACE MOTION
 LB1216
 LB1216  HISTORY     - Date     Condition        Report By
 LB1216  HISTORY     - 1946     MONUMENTED       CGS
 LB1216
 LB1216                          STATION DESCRIPTION
 LB1216
 LB1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1216'2.2 MI S FROM GILBOA SCHOOL.
 LB1216'ABOUT 2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM GILBOA TOWNSHIP
 LB1216'SCHOOL, 0.2 MILE SOUTH OF AN EAST-WEST CROSS ROAD, AT THE SOUTHWEST
 LB1216'CORNER OF A GROVE OF TREES ALONG THE SOUTH SIDE OF A WHITE FARM
 LB1216'HOUSE ON THE EAST SIDE OF THE ROAD, AT A T FENCE CORNER IN THE
 LB1216'EAST RIGHT-OF-WAY FENCE, 36 FEET SOUTH OF A 32-INCH
 LB1216'MULTIPLE-TRUNKED MAPLE TREE AT THE SOUTHWEST CORNER OF THE GROVE,
 LB1216'21.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF
 LB1216'THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF THE FENCE LINE LEADING
 LB1216'EAST, ABOUT 100 YARDS SOUTH OF THE DRIVEWAY LEADING TO THE HOUSE,
 LB1216'1 1/2 FOOT NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 1/2
 LB1216'FOOT BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED R 124
 LB1216'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1216'ABOVE GROUND.  NOTE-- MARKER HAS BEEN HIT AND TILTED.  FARMER SAID
 LB1216'HE STRAIGHTENED IT UP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1180 ***********************************************************************
 LB1180  DESIGNATION -  R 125
 LB1180  PID         -  LB1180
 LB1180  STATE/COUNTY-  IN/WHITE
 LB1180  COUNTRY     -  US
 LB1180  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1180
 LB1180                         *CURRENT SURVEY CONTROL
 LB1180  ______________________________________________________________________
 LB1180* NAD 83(1986) POSITION- 40 40 22.     (N) 086 52 14.     (W)   SCALED
 LB1180* NAVD 88 ORTHO HEIGHT -   215.219 (meters)      706.10  (feet) ADJUSTED
 LB1180  ______________________________________________________________________
 LB1180  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 LB1180  DYNAMIC HEIGHT  -        215.117 (meters)      705.76  (feet) COMP
 LB1180  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 LB1180
 LB1180  VERT ORDER      -  SECOND    CLASS 0
 LB1180
 LB1180.The horizontal coordinates were scaled from a map and have
 LB1180.an estimated accuracy of +/- 6 seconds.
 LB1180
 LB1180.The orthometric height was determined by differential leveling and
 LB1180.adjusted by the NATIONAL GEODETIC SURVEY
 LB1180.in June 1991.
 LB1180
 LB1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1180.GEOID18 height accuracy estimate available here.
 LB1180
 LB1180.Click photographs - Photos may exist for this station.
 LB1180
 LB1180.The dynamic height is computed by dividing the NAVD 88
 LB1180.geopotential number by the normal gravity value computed on the
 LB1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1180.degrees latitude (g = 980.6199 gals.).
 LB1180
 LB1180.The modeled gravity was interpolated from observed gravity values.
 LB1180
 LB1180;                    North         East    Units  Estimated Accuracy
 LB1180;SPC IN W     -   602,240.      917,990.      MT  (+/- 180 meters Scaled)
 LB1180
 LB1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL109024(NAD 83)
 LB1180
 LB1180                          SUPERSEDED SURVEY CONTROL
 LB1180
 LB1180  NGVD 29 (??/??/92)  215.313  (m)          706.41   (f) ADJ UNCH    2 0
 LB1180
 LB1180.Superseded values are not recommended for survey control.
 LB1180
 LB1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1180.See file dsdata.pdf to determine how the superseded data were derived.
 LB1180
 LB1180_MARKER: DB = BENCH MARK DISK
 LB1180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1180_SP_SET: CULVERT HEADWALL
 LB1180_STAMPING: R 125 1946
 LB1180_MARK LOGO: CGS
 LB1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1180+STABILITY: SURFACE MOTION
 LB1180
 LB1180  HISTORY     - Date     Condition        Report By
 LB1180  HISTORY     - 1946     MONUMENTED       CGS
 LB1180
 LB1180                          STATION DESCRIPTION
 LB1180
 LB1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1180'0.7 MI N FROM CHALMERS.
 LB1180'0.7 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1180'RAILWAY AND STATE HIGHWAY 43 FROM THE STATION AT CHALMERS, 0.3
 LB1180'MILE SOUTH OF MILEPOST 101, SET IN THE TOP OF THE SOUTH END OF THE
 LB1180'EAST CONCRETE HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT UNDER
 LB1180'THE HIGHWAY, 19.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1180'1 FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL
 LB1180'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1064 ***********************************************************************
 LB1064  DESIGNATION -  R 126
 LB1064  PID         -  LB1064
 LB1064  STATE/COUNTY-  IN/WHITE
 LB1064  COUNTRY     -  US
 LB1064  USGS QUAD   -  IDAVILLE (2019)
 LB1064
 LB1064                         *CURRENT SURVEY CONTROL
 LB1064  ______________________________________________________________________
 LB1064* NAD 83(1986) POSITION- 40 52 07.     (N) 086 38 19.     (W)   SCALED
 LB1064* NAVD 88 ORTHO HEIGHT -   213.038 (meters)      698.94  (feet) ADJUSTED
 LB1064  ______________________________________________________________________
 LB1064  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 LB1064  DYNAMIC HEIGHT  -        212.942 (meters)      698.63  (feet) COMP
 LB1064  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 LB1064
 LB1064  VERT ORDER      -  SECOND    CLASS 0
 LB1064
 LB1064.The horizontal coordinates were scaled from a map and have
 LB1064.an estimated accuracy of +/- 6 seconds.
 LB1064
 LB1064.The orthometric height was determined by differential leveling and
 LB1064.adjusted by the NATIONAL GEODETIC SURVEY
 LB1064.in June 1991.
 LB1064
 LB1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1064.GEOID18 height accuracy estimate available here.
 LB1064
 LB1064.Click photographs - Photos may exist for this station.
 LB1064
 LB1064.The dynamic height is computed by dividing the NAVD 88
 LB1064.geopotential number by the normal gravity value computed on the
 LB1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1064.degrees latitude (g = 980.6199 gals.).
 LB1064
 LB1064.The modeled gravity was interpolated from observed gravity values.
 LB1064
 LB1064;                    North         East    Units  Estimated Accuracy
 LB1064;SPC IN W     -   624,060.      937,490.      MT  (+/- 180 meters Scaled)
 LB1064
 LB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL304242(NAD 83)
 LB1064
 LB1064                          SUPERSEDED SURVEY CONTROL
 LB1064
 LB1064  NGVD 29 (??/??/92)  213.145  (m)          699.29   (f) ADJ UNCH    2 0
 LB1064
 LB1064.Superseded values are not recommended for survey control.
 LB1064
 LB1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1064.See file dsdata.pdf to determine how the superseded data were derived.
 LB1064
 LB1064_MARKER: DB = BENCH MARK DISK
 LB1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1064_STAMPING: R 126 1946
 LB1064_MARK LOGO: CGS
 LB1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1064+STABILITY: SURFACE MOTION
 LB1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1064+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 LB1064
 LB1064  HISTORY     - Date     Condition        Report By
 LB1064  HISTORY     - 1946     MONUMENTED       CGS
 LB1064  HISTORY     - 20111027 GOOD             INDOT
 LB1064
 LB1064                          STATION DESCRIPTION
 LB1064
 LB1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1064'6.8 MI E FROM BUFFALO.
 LB1064'ABOUT 6.75 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1064'BUILDING AT BUFFALO, 0.1 MILE EAST OF A SMALL WHITE CHURCH
 LB1064'BUILDING, IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH GRAVEL ROAD
 LB1064'INTERSECTION, 66 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LB1064'ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LB1064'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE HEADWALL
 LB1064'OF A 12-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT
 LB1064'NORTH OF A FENCE LINE, ABOUT 1 1/2 FOOT BELOW HIGHWAY LEVEL AND
 LB1064'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB1064
 LB1064                          STATION RECOVERY (2011)
 LB1064
 LB1064'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 LB1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1120 ***********************************************************************
 LB1120  DESIGNATION -  R 127
 LB1120  PID         -  LB1120
 LB1120  STATE/COUNTY-  IN/WHITE
 LB1120  COUNTRY     -  US
 LB1120  USGS QUAD   -  IDAVILLE (2019)
 LB1120
 LB1120                         *CURRENT SURVEY CONTROL
 LB1120  ______________________________________________________________________
 LB1120* NAD 83(1986) POSITION- 40 47 36.     (N) 086 44 42.     (W)   SCALED
 LB1120* NAVD 88 ORTHO HEIGHT -   207.697 (meters)      681.42  (feet) ADJUSTED
 LB1120  ______________________________________________________________________
 LB1120  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 LB1120  DYNAMIC HEIGHT  -        207.602 (meters)      681.11  (feet) COMP
 LB1120  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 LB1120
 LB1120  VERT ORDER      -  SECOND    CLASS 0
 LB1120
 LB1120.The horizontal coordinates were scaled from a map and have
 LB1120.an estimated accuracy of +/- 6 seconds.
 LB1120
 LB1120.The orthometric height was determined by differential leveling and
 LB1120.adjusted by the NATIONAL GEODETIC SURVEY
 LB1120.in June 1991.
 LB1120
 LB1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1120.GEOID18 height accuracy estimate available here.
 LB1120
 LB1120.Click photographs - Photos may exist for this station.
 LB1120
 LB1120.The dynamic height is computed by dividing the NAVD 88
 LB1120.geopotential number by the normal gravity value computed on the
 LB1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1120.degrees latitude (g = 980.6199 gals.).
 LB1120
 LB1120.The modeled gravity was interpolated from observed gravity values.
 LB1120
 LB1120;                    North         East    Units  Estimated Accuracy
 LB1120;SPC IN W     -   615,660.      928,550.      MT  (+/- 180 meters Scaled)
 LB1120
 LB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL215158(NAD 83)
 LB1120
 LB1120                          SUPERSEDED SURVEY CONTROL
 LB1120
 LB1120  NGVD 29 (??/??/92)  207.810  (m)          681.79   (f) ADJ UNCH    2 0
 LB1120
 LB1120.Superseded values are not recommended for survey control.
 LB1120
 LB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1120.See file dsdata.pdf to determine how the superseded data were derived.
 LB1120
 LB1120_MARKER: DB = BENCH MARK DISK
 LB1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1120_STAMPING: R 127 1946
 LB1120_MARK LOGO: CGS
 LB1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1120+STABILITY: SURFACE MOTION
 LB1120
 LB1120  HISTORY     - Date     Condition        Report By
 LB1120  HISTORY     - 1946     MONUMENTED       CGS
 LB1120
 LB1120                          STATION DESCRIPTION
 LB1120
 LB1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1120'3.9 MI N FROM MONTICELLO.
 LB1120'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1120'COURT HOUSE AT MONTICELLO, 0.5 MILE SOUTH OF AN EAST-WEST ROAD
 LB1120'INTERSECTION AND THE CROSSING OF A HIGH TENSION POWER LINE, AT
 LB1120'A PRIVATE ROAD LEADING WEST FROM THE HIGHWAY, 115 FEET SOUTH
 LB1120'AND ACROSS THE PRIVATE ROAD FROM POWER POLE NUMBER 711-081, 36
 LB1120'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 LB1120'CENTER LINE OF THE PRIVATE ROAD, 1.5 FEET EAST OF A FENCE LINE,
 LB1120'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LB1120'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0133 ***********************************************************************
 LB0133  DESIGNATION -  R 128
 LB0133  PID         -  LB0133
 LB0133  STATE/COUNTY-  IN/CASS
 LB0133  COUNTRY     -  US
 LB0133  USGS QUAD   -  LUCERNE (2019)
 LB0133
 LB0133                         *CURRENT SURVEY CONTROL
 LB0133  ______________________________________________________________________
 LB0133* NAD 83(1986) POSITION- 40 46 44.82   (N) 086 29 18.50   (W)   HD_HELD1
 LB0133* NAVD 88 ORTHO HEIGHT -   210.570 (meters)      690.85  (feet) ADJUSTED
 LB0133  ______________________________________________________________________
 LB0133  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 LB0133  DYNAMIC HEIGHT  -        210.472 (meters)      690.52  (feet) COMP
 LB0133  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 LB0133
 LB0133  VERT ORDER      -  SECOND    CLASS 0
 LB0133
 LB0133.The horizontal coordinates were determined by differentially corrected
 LB0133.hand held GPS observations or other comparable positioning techniques
 LB0133.and have an estimated accuracy of +/- 3 meters.
 LB0133
 LB0133.The orthometric height was determined by differential leveling and
 LB0133.adjusted by the NATIONAL GEODETIC SURVEY
 LB0133.in June 1991.
 LB0133
 LB0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0133.GEOID18 height accuracy estimate available here.
 LB0133
 LB0133.Click photographs - Photos may exist for this station.
 LB0133
 LB0133.The dynamic height is computed by dividing the NAVD 88
 LB0133.geopotential number by the normal gravity value computed on the
 LB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0133.degrees latitude (g = 980.6199 gals.).
 LB0133
 LB0133.The modeled gravity was interpolated from observed gravity values.
 LB0133
 LB0133;                    North         East    Units  Estimated Accuracy
 LB0133;SPC IN E     -   614,354.5      30,628.9     MT  (+/- 3 meters HH1 GPS) 
 LB0133
 LB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4316314363(NAD 83)
 LB0133
 LB0133                          SUPERSEDED SURVEY CONTROL
 LB0133
 LB0133  NGVD 29 (??/??/92)  210.682  (m)          691.21   (f) ADJ UNCH    2 0
 LB0133
 LB0133.Superseded values are not recommended for survey control.
 LB0133
 LB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0133.See file dsdata.pdf to determine how the superseded data were derived.
 LB0133
 LB0133_MARKER: DB = BENCH MARK DISK
 LB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0133_STAMPING: R 128 1946
 LB0133_MARK LOGO: CGS
 LB0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0133+STABILITY: SURFACE MOTION
 LB0133
 LB0133  HISTORY     - Date     Condition        Report By
 LB0133  HISTORY     - 1946     MONUMENTED       CGS
 LB0133  HISTORY     - 1969     GOOD             BRADY
 LB0133  HISTORY     - 20170307 MARK NOT FOUND   INDOT
 LB0133
 LB0133                          STATION DESCRIPTION
 LB0133
 LB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0133'3 MI NE FROM LAKE CICOTT.
 LB0133'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE
 LB0133'AT LAKE CICOTT, THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD,
 LB0133'ABOUT 0.55 MILE NORTH OF PISGAH PRESBYTERIAN CHURCH, 0.2 MILE
 LB0133'EAST OF THE JUNCTION WITH A ROAD LEADING NORTH, ABOUT 100
 LB0133'YARDS WEST OF THE T JUNCTION OF AN EAST-WEST ROAD AND A ROAD
 LB0133'LEADING SOUTH, AT AN ABANDONED CHURCH, ABOUT 80 YARDS WEST OF THE
 LB0133'GEORGE N. BANTA FARM HOUSE, 30 YARDS SOUTH OF A LOG CORN CRIB,
 LB0133'42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 LB0133'22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST
 LB0133'OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LB0133'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB0133
 LB0133                          STATION RECOVERY (1969)
 LB0133
 LB0133'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0133'RECOVERED IN GOOD CONDITION.
 LB0133
 LB0133                          STATION RECOVERY (2017)
 LB0133
 LB0133'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0133'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1148 ***********************************************************************
 LB1148  DESIGNATION -  R 129
 LB1148  PID         -  LB1148
 LB1148  STATE/COUNTY-  IN/PULASKI
 LB1148  COUNTRY     -  US
 LB1148  USGS QUAD   -  BUFFALO (2019)
 LB1148
 LB1148                         *CURRENT SURVEY CONTROL
 LB1148  ______________________________________________________________________
 LB1148* NAD 83(1986) POSITION- 40 58 38.     (N) 086 42 18.     (W)   SCALED
 LB1148* NAVD 88 ORTHO HEIGHT -   209.042 (meters)      685.83  (feet) ADJUSTED
 LB1148  ______________________________________________________________________
 LB1148  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB1148  DYNAMIC HEIGHT  -        208.951 (meters)      685.53  (feet) COMP
 LB1148  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 LB1148
 LB1148  VERT ORDER      -  SECOND    CLASS 0
 LB1148
 LB1148.The horizontal coordinates were scaled from a map and have
 LB1148.an estimated accuracy of +/- 6 seconds.
 LB1148
 LB1148.The orthometric height was determined by differential leveling and
 LB1148.adjusted by the NATIONAL GEODETIC SURVEY
 LB1148.in June 1991.
 LB1148
 LB1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1148.GEOID18 height accuracy estimate available here.
 LB1148
 LB1148.Click photographs - Photos may exist for this station.
 LB1148
 LB1148.The dynamic height is computed by dividing the NAVD 88
 LB1148.geopotential number by the normal gravity value computed on the
 LB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1148.degrees latitude (g = 980.6199 gals.).
 LB1148
 LB1148.The modeled gravity was interpolated from observed gravity values.
 LB1148
 LB1148;                    North         East    Units  Estimated Accuracy
 LB1148;SPC IN W     -   636,100.      931,840.      MT  (+/- 180 meters Scaled)
 LB1148
 LB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL248362(NAD 83)
 LB1148
 LB1148                          SUPERSEDED SURVEY CONTROL
 LB1148
 LB1148  NGVD 29 (??/??/92)  209.144  (m)          686.17   (f) ADJ UNCH    2 0
 LB1148
 LB1148.Superseded values are not recommended for survey control.
 LB1148
 LB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1148.See file dsdata.pdf to determine how the superseded data were derived.
 LB1148
 LB1148_MARKER: DB = BENCH MARK DISK
 LB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1148_STAMPING: R 129 1946
 LB1148_MARK LOGO: CGS
 LB1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1148+STABILITY: SURFACE MOTION
 LB1148
 LB1148  HISTORY     - Date     Condition        Report By
 LB1148  HISTORY     - 1946     MONUMENTED       CGS
 LB1148
 LB1148                          STATION DESCRIPTION
 LB1148
 LB1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1148'2.5 MI W FROM PULASKI.
 LB1148'ABOUT 2.5 MILES WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1148'AT PULASKI, 0.35 MILE WEST OF A CROSS ROAD, ABOUT 30 YARDS
 LB1148'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, AT THE
 LB1148'NORTHEAST CORNER OF A POULTRY YARD, 22 FEET SOUTH OF THE CENTER
 LB1148'LINE OF THE ROAD, 29 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY
 LB1148'TO THE HOUSE, 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LB1148'BROODER HOUSE, 16 FEET SOUTH OF A 12-INCH WALNUT TREE, 5.5 FEET
 LB1148'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT
 LB1148'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB1148'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0296 ***********************************************************************
 KA0296  DESIGNATION -  R 13
 KA0296  PID         -  KA0296
 KA0296  STATE/COUNTY-  IN/MORGAN
 KA0296  COUNTRY     -  US
 KA0296  USGS QUAD   -  MARTINSVILLE (2019)
 KA0296
 KA0296                         *CURRENT SURVEY CONTROL
 KA0296  ______________________________________________________________________
 KA0296* NAD 83(1986) POSITION- 39 25 39.41   (N) 086 25 41.35   (W)   HD_HELD1
 KA0296* NAVD 88 ORTHO HEIGHT -   184.953 (meters)      606.80  (feet) ADJUSTED
 KA0296  ______________________________________________________________________
 KA0296  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 KA0296  DYNAMIC HEIGHT  -        184.847 (meters)      606.45  (feet) COMP
 KA0296  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA0296
 KA0296  VERT ORDER      -  FIRST     CLASS II
 KA0296
 KA0296.The horizontal coordinates were determined by differentially corrected
 KA0296.hand held GPS observations or other comparable positioning techniques
 KA0296.and have an estimated accuracy of +/- 3 meters.
 KA0296
 KA0296.The orthometric height was determined by differential leveling and
 KA0296.adjusted by the NATIONAL GEODETIC SURVEY
 KA0296.in June 1991.
 KA0296
 KA0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0296.GEOID18 height accuracy estimate available here.
 KA0296
 KA0296.Click photographs - Photos may exist for this station.
 KA0296
 KA0296.The dynamic height is computed by dividing the NAVD 88
 KA0296.geopotential number by the normal gravity value computed on the
 KA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0296.degrees latitude (g = 980.6199 gals.).
 KA0296
 KA0296.The modeled gravity was interpolated from observed gravity values.
 KA0296
 KA0296;                    North         East    Units  Estimated Accuracy
 KA0296;SPC IN W     -   464,173.1     956,411.1     MT  (+/- 3 meters HH1 GPS) 
 KA0296
 KA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4921764387(NAD 83)
 KA0296
 KA0296                          SUPERSEDED SURVEY CONTROL
 KA0296
 KA0296  NGVD 29 (??/??/92)  185.079  (m)          607.21   (f) ADJ UNCH    1 2
 KA0296
 KA0296.Superseded values are not recommended for survey control.
 KA0296
 KA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0296.See file dsdata.pdf to determine how the superseded data were derived.
 KA0296
 KA0296_MARKER: DB = BENCH MARK DISK
 KA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0296_STAMPING: 607.213 R 13 1930
 KA0296_MARK LOGO: CGS
 KA0296_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0296+STABILITY: SURFACE MOTION
 KA0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0296+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2015
 KA0296
 KA0296  HISTORY     - Date     Condition        Report By
 KA0296  HISTORY     - 1930     MONUMENTED       CGS
 KA0296  HISTORY     - 1966     GOOD             CGS
 KA0296  HISTORY     - 20110223 GOOD             INDIV
 KA0296  HISTORY     - 20151130 GOOD             INDOT
 KA0296
 KA0296                          STATION DESCRIPTION
 KA0296
 KA0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0296'AT MARTINSVILLE.
 KA0296'AT MARTINSVILLE, MORGAN COUNTY, AT THE COUNTY COURTHOUSE, 72.8
 KA0296'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH WING OF
 KA0296'THE BUILDING, IN THE NORTHWEST PART OF THE LAWN, 59 FEET NORTH
 KA0296'OF A CIVIL WAR CANNON MEMORIAL, 37.4 FEET SOUTH OF THE FLAGPOLE,
 KA0296'AND MIDWAY BETWEEN THE TWO NORTH ROWS OF MAPLE TREES.  A STANDARD
 KA0296'DISK, STAMPED 607.213 R 13 1930 AND SET IN THE TOP OF A CONCRETE
 KA0296'POST PROJECTING 1.2 FEET ABOVE GROUND.
 KA0296
 KA0296                          STATION RECOVERY (2011)
 KA0296
 KA0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GLR)
 KA0296'RECOVERED IN GOOD CONDITION.
 KA0296
 KA0296                          STATION RECOVERY (2015)
 KA0296
 KA0296'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (BR)
 KA0296'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1048 ***********************************************************************
 LB1048  DESIGNATION -  R 130
 LB1048  PID         -  LB1048
 LB1048  STATE/COUNTY-  IN/PULASKI
 LB1048  COUNTRY     -  US
 LB1048  USGS QUAD   -  STAR CITY (2019)
 LB1048
 LB1048                         *CURRENT SURVEY CONTROL
 LB1048  ______________________________________________________________________
 LB1048* NAD 83(1986) POSITION- 40 58 47.     (N) 086 33 33.     (W)   SCALED
 LB1048* NAVD 88 ORTHO HEIGHT -   217.338 (meters)      713.05  (feet) ADJUSTED
 LB1048  ______________________________________________________________________
 LB1048  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 LB1048  DYNAMIC HEIGHT  -        217.244 (meters)      712.74  (feet) COMP
 LB1048  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 LB1048
 LB1048  VERT ORDER      -  SECOND    CLASS 0
 LB1048
 LB1048.The horizontal coordinates were scaled from a map and have
 LB1048.an estimated accuracy of +/- 6 seconds.
 LB1048
 LB1048.The orthometric height was determined by differential leveling and
 LB1048.adjusted by the NATIONAL GEODETIC SURVEY
 LB1048.in June 1991.
 LB1048
 LB1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1048.GEOID18 height accuracy estimate available here.
 LB1048
 LB1048.Click photographs - Photos may exist for this station.
 LB1048
 LB1048.The dynamic height is computed by dividing the NAVD 88
 LB1048.geopotential number by the normal gravity value computed on the
 LB1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1048.degrees latitude (g = 980.6199 gals.).
 LB1048
 LB1048.The modeled gravity was interpolated from observed gravity values.
 LB1048
 LB1048;                    North         East    Units  Estimated Accuracy
 LB1048;SPC IN W     -   636,440.      944,110.      MT  (+/- 180 meters Scaled)
 LB1048
 LB1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370365(NAD 83)
 LB1048
 LB1048                          SUPERSEDED SURVEY CONTROL
 LB1048
 LB1048  NGVD 29 (??/??/92)  217.452  (m)          713.42   (f) ADJ UNCH    2 0
 LB1048
 LB1048.Superseded values are not recommended for survey control.
 LB1048
 LB1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1048.See file dsdata.pdf to determine how the superseded data were derived.
 LB1048
 LB1048_MARKER: DB = BENCH MARK DISK
 LB1048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1048_SP_SET: CULVERT HEADWALL
 LB1048_STAMPING: R 130 1946
 LB1048_MARK LOGO: CGS
 LB1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1048+STABILITY: SURFACE MOTION
 LB1048
 LB1048  HISTORY     - Date     Condition        Report By
 LB1048  HISTORY     - 1946     MONUMENTED       CGS
 LB1048
 LB1048                          STATION DESCRIPTION
 LB1048
 LB1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1048'0.6 MI NW FROM STAR CITY.
 LB1048'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB1048'BUILDING AT STAR CITY, IN THE TOP OF THE SOUTHEAST END OF THE
 LB1048'SOUTHWEST CONCRETE HEADWALL OF A 16-INCH CORRUGATED PIPE CULVERT
 LB1048'NUMBER 38, 41 FEET NORTHEAST OF PENNSYLVANIA RAILROAD MILEPOST
 LB1048'217, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 LB1048'FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT
 LB1048'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0730 ***********************************************************************
 ME0730  DESIGNATION -  R 131
 ME0730  PID         -  ME0730
 ME0730  STATE/COUNTY-  IN/PULASKI
 ME0730  COUNTRY     -  US
 ME0730  USGS QUAD   -  WINAMAC (2019)
 ME0730
 ME0730                         *CURRENT SURVEY CONTROL
 ME0730  ______________________________________________________________________
 ME0730* NAD 83(1986) POSITION- 41 06 04.     (N) 086 36 09.     (W)   SCALED
 ME0730* NAVD 88 ORTHO HEIGHT -   217.184 (meters)      712.54  (feet) ADJUSTED
 ME0730  ______________________________________________________________________
 ME0730  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 ME0730  DYNAMIC HEIGHT  -        217.093 (meters)      712.25  (feet) COMP
 ME0730  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 ME0730
 ME0730  VERT ORDER      -  SECOND    CLASS 0
 ME0730
 ME0730.The horizontal coordinates were scaled from a map and have
 ME0730.an estimated accuracy of +/- 6 seconds.
 ME0730
 ME0730.The orthometric height was determined by differential leveling and
 ME0730.adjusted by the NATIONAL GEODETIC SURVEY
 ME0730.in June 1991.
 ME0730
 ME0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0730.GEOID18 height accuracy estimate available here.
 ME0730
 ME0730.Click photographs - Photos may exist for this station.
 ME0730
 ME0730.The dynamic height is computed by dividing the NAVD 88
 ME0730.geopotential number by the normal gravity value computed on the
 ME0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0730.degrees latitude (g = 980.6199 gals.).
 ME0730
 ME0730.The modeled gravity was interpolated from observed gravity values.
 ME0730
 ME0730;                    North         East    Units  Estimated Accuracy
 ME0730;SPC IN W     -   649,900.      940,390.      MT  (+/- 180 meters Scaled)
 ME0730
 ME0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333500(NAD 83)
 ME0730
 ME0730                          SUPERSEDED SURVEY CONTROL
 ME0730
 ME0730  NGVD 29 (??/??/92)  217.300  (m)          712.93   (f) ADJ UNCH    2 0
 ME0730
 ME0730.Superseded values are not recommended for survey control.
 ME0730
 ME0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0730.See file dsdata.pdf to determine how the superseded data were derived.
 ME0730
 ME0730_MARKER: DB = BENCH MARK DISK
 ME0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0730_SP_SET: BOX CULVERT
 ME0730_STAMPING: R 131 1946
 ME0730_MARK LOGO: CGS
 ME0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0730+STABILITY: SURFACE MOTION
 ME0730
 ME0730  HISTORY     - Date     Condition        Report By
 ME0730  HISTORY     - 1946     MONUMENTED       CGS
 ME0730  HISTORY     - 1969     GOOD             CGS
 ME0730  HISTORY     - 1981     GOOD             INDNR
 ME0730
 ME0730                          STATION DESCRIPTION
 ME0730
 ME0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0730'2.4 MI S FROM BEARDSTOWN.
 ME0730'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 ME0730'AND OHIO RAILWAY CROSSING AT BEARDSTOWN, ABOUT 0.35 MILE SOUTH OF
 ME0730'A CROSS ROAD, SET IN THE SOUTH END OF THE EAST HEADWALL OF A
 ME0730'5-FOOT CONCRETE BOX CULVERT, 20 FEET EAST OF THE CENTER LINE
 ME0730'OF THE HIGHWAY, 1.3 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 ME0730'ABOUT LEVEL WITH THE HIGHWAY.  NOTE--THIS MARK IS ABOUT 3.5
 ME0730'MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COUNTY COURTHOUSE AT
 ME0730'WINAMAC.
 ME0730
 ME0730                          STATION RECOVERY (1969)
 ME0730
 ME0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0730'RECOVERED IN GOOD CONDITION.
 ME0730
 ME0730                          STATION RECOVERY (1981)
 ME0730
 ME0730'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME0730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1273 ***********************************************************************
 MD1273  DESIGNATION -  R 134
 MD1273  PID         -  MD1273
 MD1273  STATE/COUNTY-  IN/KOSCIUSKO
 MD1273  COUNTRY     -  US
 MD1273  USGS QUAD   -  WARSAW (2019)
 MD1273
 MD1273                         *CURRENT SURVEY CONTROL
 MD1273  ______________________________________________________________________
 MD1273* NAD 83(1986) POSITION- 41 07 49.     (N) 085 51 17.     (W)   SCALED
 MD1273* NAVD 88 ORTHO HEIGHT -   276.034 (meters)      905.62  (feet) ADJUSTED
 MD1273  ______________________________________________________________________
 MD1273  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 MD1273  DYNAMIC HEIGHT  -        275.913 (meters)      905.22  (feet) COMP
 MD1273  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 MD1273
 MD1273  VERT ORDER      -  SECOND    CLASS 0
 MD1273
 MD1273.The horizontal coordinates were scaled from a map and have
 MD1273.an estimated accuracy of +/- 6 seconds.
 MD1273
 MD1273.The orthometric height was determined by differential leveling and
 MD1273.adjusted by the NATIONAL GEODETIC SURVEY
 MD1273.in June 1991.
 MD1273
 MD1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1273.GEOID18 height accuracy estimate available here.
 MD1273
 MD1273.Click photographs - Photos may exist for this station.
 MD1273
 MD1273.The dynamic height is computed by dividing the NAVD 88
 MD1273.geopotential number by the normal gravity value computed on the
 MD1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1273.degrees latitude (g = 980.6199 gals.).
 MD1273
 MD1273.The modeled gravity was interpolated from observed gravity values.
 MD1273
 MD1273;                    North         East    Units  Estimated Accuracy
 MD1273;SPC IN E     -   653,040.       84,210.      MT  (+/- 180 meters Scaled)
 MD1273
 MD1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL961538(NAD 83)
 MD1273
 MD1273                          SUPERSEDED SURVEY CONTROL
 MD1273
 MD1273  NGVD 29 (??/??/92)  276.164  (m)          906.05   (f) ADJ UNCH    2 0
 MD1273
 MD1273.Superseded values are not recommended for survey control.
 MD1273
 MD1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1273.See file dsdata.pdf to determine how the superseded data were derived.
 MD1273
 MD1273_MARKER: DB = BENCH MARK DISK
 MD1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1273_STAMPING: R 134 1946
 MD1273_MARK LOGO: CGS
 MD1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1273+STABILITY: SURFACE MOTION
 MD1273
 MD1273  HISTORY     - Date     Condition        Report By
 MD1273  HISTORY     - 1946     MONUMENTED       CGS
 MD1273  HISTORY     - 1990     GOOD             USPSQD
 MD1273
 MD1273                          STATION DESCRIPTION
 MD1273
 MD1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1273'1.6 MI E FROM CLAYPOOL.
 MD1273'1.55 MILE EAST ALONG A PAVED ROAD FROM THE NEW YORK CENTRAL
 MD1273'RAILROAD STATION AT CLAYPOOL, AT THE INTERSECTION WITH A
 MD1273'NORTH-SOUTH GRAVEL ROAD AND THE END OF THE CONCRETE PAVING AND
 MD1273'BEGINNING OF BITUMINOUS PAVING, IN THE NORTHEAST QUARTER OF THE
 MD1273'INTERSECTION, 55 FEET SOUTHEAST AND ACROSS THE NORTH-SOUTH ROAD
 MD1273'FROM POWER LINE GUY POLE NUMBER 606-293, 39 FEET EAST OF THE
 MD1273'CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET NORTH OF THE CENTER
 MD1273'LINE OF THE EAST-WEST ROAD, 10.5 FEET EAST OF A VERTICAL RAIL
 MD1273'AT A FENCE CORNER, IN LINE WITH THE NORTH RIGHT-OF-WAY FENCE
 MD1273'LINE, ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION AND SET
 MD1273'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1273
 MD1273                          STATION RECOVERY (1990)
 MD1273
 MD1273'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1294 ***********************************************************************
 MD1294  DESIGNATION -  R 135
 MD1294  PID         -  MD1294
 MD1294  STATE/COUNTY-  IN/WABASH
 MD1294  COUNTRY     -  US
 MD1294  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1294
 MD1294                         *CURRENT SURVEY CONTROL
 MD1294  ______________________________________________________________________
 MD1294* NAD 83(1986) POSITION- 41 00 03.     (N) 085 45 05.     (W)   SCALED
 MD1294* NAVD 88 ORTHO HEIGHT -   235.183 (meters)      771.60  (feet) ADJUSTED
 MD1294  ______________________________________________________________________
 MD1294  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 MD1294  DYNAMIC HEIGHT  -        235.075 (meters)      771.24  (feet) COMP
 MD1294  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 MD1294
 MD1294  VERT ORDER      -  SECOND    CLASS 0
 MD1294
 MD1294.The horizontal coordinates were scaled from a map and have
 MD1294.an estimated accuracy of +/- 6 seconds.
 MD1294
 MD1294.The orthometric height was determined by differential leveling and
 MD1294.adjusted by the NATIONAL GEODETIC SURVEY
 MD1294.in June 1991.
 MD1294
 MD1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1294.GEOID18 height accuracy estimate available here.
 MD1294
 MD1294.Click photographs - Photos may exist for this station.
 MD1294
 MD1294.The dynamic height is computed by dividing the NAVD 88
 MD1294.geopotential number by the normal gravity value computed on the
 MD1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1294.degrees latitude (g = 980.6199 gals.).
 MD1294
 MD1294.The modeled gravity was interpolated from observed gravity values.
 MD1294
 MD1294;                    North         East    Units  Estimated Accuracy
 MD1294;SPC IN E     -   638,650.       92,870.      MT  (+/- 180 meters Scaled)
 MD1294
 MD1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL050396(NAD 83)
 MD1294
 MD1294                          SUPERSEDED SURVEY CONTROL
 MD1294
 MD1294  NGVD 29 (??/??/92)  235.309  (m)          772.01   (f) ADJ UNCH    2 0
 MD1294
 MD1294.Superseded values are not recommended for survey control.
 MD1294
 MD1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1294.See file dsdata.pdf to determine how the superseded data were derived.
 MD1294
 MD1294_MARKER: DB = BENCH MARK DISK
 MD1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1294_STAMPING: R 135 1946
 MD1294_MARK LOGO: CGS
 MD1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1294+STABILITY: SURFACE MOTION
 MD1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1294+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 MD1294
 MD1294  HISTORY     - Date     Condition        Report By
 MD1294  HISTORY     - 1946     MONUMENTED       CGS
 MD1294  HISTORY     - 1968     GOOD             INHD
 MD1294  HISTORY     - 1990     GOOD             USPSQD
 MD1294  HISTORY     - 20050114 GOOD             INDIV
 MD1294  HISTORY     - 20110111 GOOD             FARNGP
 MD1294
 MD1294                          STATION DESCRIPTION
 MD1294
 MD1294'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD1294'0.9 MI E FROM NORTH MANCHESTER.
 MD1294'ABOUT 0.9 MILES EAST ALONG S.R. 114 FROM THE POST OFFICE BUILDING
 MD1294'AT NORTH MANCHESTER, AT THE (WE LIKE IT FARM) 75 FT. NORTHEAST
 MD1294'OF THE NORTHEAST CORNER OF THE BARN, 38 FT. SOUTH OF THE
 MD1294'CENTERLINE OF THE HIGHWAY, 29 FT. EAST OF THE FENCE CORNER 5 FT.
 MD1294'NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF THE FENCE
 MD1294'LINE, 1 FT. NORTH OF A STEEL WITNESS POST, 1 FT. BELOW HIGHWAY
 MD1294'LEVEL AND SET IN THE TOP OF A CONC. POST PROJ. 6 INCHES.
 MD1294
 MD1294                          STATION RECOVERY (1990)
 MD1294
 MD1294'RECOVERY NOTE BY US POWER SQUADRON 1990 (KL)
 MD1294'RECOVERED IN GOOD CONDITION.
 MD1294
 MD1294                          STATION RECOVERY (2005)
 MD1294
 MD1294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1294'RECOVERED IN GOOD CONDITION.
 MD1294
 MD1294                          STATION RECOVERY (2011)
 MD1294
 MD1294'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 MD1294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1170 ***********************************************************************
 ME1170  DESIGNATION -  R 136
 ME1170  PID         -  ME1170
 ME1170  STATE/COUNTY-  IN/LAKE
 ME1170  COUNTRY     -  US
 ME1170  USGS QUAD   -  LEROY (2019)
 ME1170
 ME1170                         *CURRENT SURVEY CONTROL
 ME1170  ______________________________________________________________________
 ME1170* NAD 83(1986) POSITION- 41 20 50.89   (N) 087 21 17.12   (W)   HD_HELD1
 ME1170* NAVD 88 ORTHO HEIGHT -   228.614 (meters)      750.04  (feet) ADJUSTED
 ME1170  ______________________________________________________________________
 ME1170  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME1170  DYNAMIC HEIGHT  -        228.519 (meters)      749.73  (feet) COMP
 ME1170  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 ME1170
 ME1170  VERT ORDER      -  SECOND    CLASS 0
 ME1170
 ME1170.The horizontal coordinates were determined by differentially corrected
 ME1170.hand held GPS observations or other comparable positioning techniques
 ME1170.and have an estimated accuracy of +/- 3 meters.
 ME1170
 ME1170.The orthometric height was determined by differential leveling and
 ME1170.adjusted by the NATIONAL GEODETIC SURVEY
 ME1170.in June 1991.
 ME1170
 ME1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1170.GEOID18 height accuracy estimate available here.
 ME1170
 ME1170.Click photographs - Photos may exist for this station.
 ME1170
 ME1170.The dynamic height is computed by dividing the NAVD 88
 ME1170.geopotential number by the normal gravity value computed on the
 ME1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1170.degrees latitude (g = 980.6199 gals.).
 ME1170
 ME1170.The modeled gravity was interpolated from observed gravity values.
 ME1170
 ME1170;                    North         East    Units  Estimated Accuracy
 ME1170;SPC IN W     -   677,181.5     877,284.9     MT  (+/- 3 meters HH1 GPS) 
 ME1170
 ME1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7032177391(NAD 83)
 ME1170
 ME1170                          SUPERSEDED SURVEY CONTROL
 ME1170
 ME1170  NGVD 29 (??/??/92)  228.700  (m)          750.33   (f) ADJ UNCH    2 0
 ME1170
 ME1170.Superseded values are not recommended for survey control.
 ME1170
 ME1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1170.See file dsdata.pdf to determine how the superseded data were derived.
 ME1170
 ME1170_MARKER: DB = BENCH MARK DISK
 ME1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1170_STAMPING: R 136 1946
 ME1170_MARK LOGO: CGS
 ME1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1170+STABILITY: SURFACE MOTION
 ME1170
 ME1170  HISTORY     - Date     Condition        Report By
 ME1170  HISTORY     - 1946     MONUMENTED       CGS
 ME1170  HISTORY     - 1968     GOOD             CGS
 ME1170  HISTORY     - 1979     GOOD             LOCSUR
 ME1170  HISTORY     - 20070804 GOOD             GEOCAC
 ME1170
 ME1170                          STATION DESCRIPTION
 ME1170
 ME1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1170'4 MI N FROM ORCHARD GROVE.
 ME1170'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1170'WITH STATE HIGHWAY 2 AT ORCHARD GROVE, ABOUT 0.5 MILE NORTH OF
 ME1170'THE INTERSECTION OF AN EAST WEST PAVED ROAD, AT A T FENCE LEADING
 ME1170'EAST, 97 FEET EAST AND ACROSS THE ROAD FROM POWER POLE NO.
 ME1170'363/272, 93 FEET NORTH OF A TELEPHONE POLE, AND ABOUT IN LINE
 ME1170'WITH THE ROW OF TELEPHONE POLES, 49 FEET EAST OF THE CENTER
 ME1170'LINE OF THE HIGHWAY, 2 FEET WEST OF THE T FENCE CORNER POST, 2
 ME1170'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTHWEST OF A
 ME1170'HIGHWAY R/W MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 ME1170'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  IT IS ONE
 ME1170'FOOT NORTH OF A METAL WITNESS POST.
 ME1170
 ME1170                          STATION RECOVERY (1968)
 ME1170
 ME1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1170'RECOVERED IN GOOD CONDITION.
 ME1170
 ME1170                          STATION RECOVERY (1979)
 ME1170
 ME1170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1170'RECOVERED IN GOOD CONDITION.
 ME1170
 ME1170                          STATION RECOVERY (2007)
 ME1170
 ME1170'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1236 ***********************************************************************
 ME1236  DESIGNATION -  R 138
 ME1236  PID         -  ME1236
 ME1236  STATE/COUNTY-  IN/LAKE
 ME1236  COUNTRY     -  US
 ME1236  USGS QUAD   -  CROWN POINT (2019)
 ME1236
 ME1236                         *CURRENT SURVEY CONTROL
 ME1236  ______________________________________________________________________
 ME1236* NAD 83(1986) POSITION- 41 23 27.     (N) 087 16 03.     (W)   SCALED
 ME1236* NAVD 88 ORTHO HEIGHT -   218.590 (meters)      717.16  (feet) ADJUSTED
 ME1236  ______________________________________________________________________
 ME1236  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 ME1236  DYNAMIC HEIGHT  -        218.501 (meters)      716.87  (feet) COMP
 ME1236  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 ME1236
 ME1236  VERT ORDER      -  SECOND    CLASS 0
 ME1236
 ME1236.The horizontal coordinates were scaled from a map and have
 ME1236.an estimated accuracy of +/- 6 seconds.
 ME1236
 ME1236.The orthometric height was determined by differential leveling and
 ME1236.adjusted by the NATIONAL GEODETIC SURVEY
 ME1236.in June 1991.
 ME1236
 ME1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1236.GEOID18 height accuracy estimate available here.
 ME1236
 ME1236.Click photographs - Photos may exist for this station.
 ME1236
 ME1236.The dynamic height is computed by dividing the NAVD 88
 ME1236.geopotential number by the normal gravity value computed on the
 ME1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1236.degrees latitude (g = 980.6199 gals.).
 ME1236
 ME1236.The modeled gravity was interpolated from observed gravity values.
 ME1236
 ME1236;                    North         East    Units  Estimated Accuracy
 ME1236;SPC IN W     -   681,980.      884,600.      MT  (+/- 180 meters Scaled)
 ME1236
 ME1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL776821(NAD 83)
 ME1236
 ME1236                          SUPERSEDED SURVEY CONTROL
 ME1236
 ME1236  NGVD 29 (??/??/92)  218.678  (m)          717.45   (f) ADJ UNCH    2 0
 ME1236
 ME1236.Superseded values are not recommended for survey control.
 ME1236
 ME1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1236.See file dsdata.pdf to determine how the superseded data were derived.
 ME1236
 ME1236_MARKER: DB = BENCH MARK DISK
 ME1236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1236_SP_SET: CULVERT HEADWALL
 ME1236_STAMPING: R 138 1946
 ME1236_MARK LOGO: CGS
 ME1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1236+STABILITY: SURFACE MOTION
 ME1236
 ME1236  HISTORY     - Date     Condition        Report By
 ME1236  HISTORY     - 1946     MONUMENTED       CGS
 ME1236  HISTORY     - 1968     GOOD             CGS
 ME1236  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1236
 ME1236                          STATION DESCRIPTION
 ME1236
 ME1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1236'1.6 MI NW FROM PALMER.
 ME1236'ABOUT 1.5 MILES WEST ALONG 125TH AVE FROM ITS INTERSECTION
 ME1236'WITH RANDOLPH STREET IN PALMER AT THE JUNCTION OF GIBSON STREET.
 ME1236'IT IS 99 FEET EAST OF THE CENTERLINE OF GIBSON STREET, 16 FEET
 ME1236'NORTH OF THE CENTERLINE OF 125TH AVE., 1 FOOT WEST OF A METAL
 ME1236'WITNESS POST, SET IN A DRILL HOLE IN THE TOP OF EAST END OF THE
 ME1236'NORTH CONCRETE HEADWALL.
 ME1236
 ME1236                          STATION RECOVERY (1990)
 ME1236
 ME1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0997 ***********************************************************************
 ME0997  DESIGNATION -  R 139
 ME0997  PID         -  ME0997
 ME0997  STATE/COUNTY-  IN/LAKE
 ME0997  COUNTRY     -  US
 ME0997  USGS QUAD   -  GARY (2019)
 ME0997
 ME0997                         *CURRENT SURVEY CONTROL
 ME0997  ______________________________________________________________________
 ME0997* NAD 83(1986) POSITION- 41 34 18.     (N) 087 19 12.     (W)   SCALED
 ME0997* NAVD 88 ORTHO HEIGHT -   180.763 (meters)      593.05  (feet) ADJUSTED
 ME0997  ______________________________________________________________________
 ME0997  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 ME0997  DYNAMIC HEIGHT  -        180.695 (meters)      592.83  (feet) COMP
 ME0997  MODELED GRAVITY -    980,244.6   (mgal)                       NAVD 88
 ME0997
 ME0997  VERT ORDER      -  FIRST     CLASS I
 ME0997
 ME0997.The horizontal coordinates were scaled from a map and have
 ME0997.an estimated accuracy of +/- 6 seconds.
 ME0997
 ME0997.The orthometric height was determined by differential leveling and
 ME0997.adjusted by the NATIONAL GEODETIC SURVEY
 ME0997.in June 1991.
 ME0997
 ME0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0997.GEOID18 height accuracy estimate available here.
 ME0997
 ME0997.Click photographs - Photos may exist for this station.
 ME0997
 ME0997.The dynamic height is computed by dividing the NAVD 88
 ME0997.geopotential number by the normal gravity value computed on the
 ME0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0997.degrees latitude (g = 980.6199 gals.).
 ME0997
 ME0997.The modeled gravity was interpolated from observed gravity values.
 ME0997
 ME0997;                    North         East    Units  Estimated Accuracy
 ME0997;SPC IN W     -   702,070.      880,260.      MT  (+/- 180 meters Scaled)
 ME0997
 ME0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM733022(NAD 83)
 ME0997
 ME0997                          SUPERSEDED SURVEY CONTROL
 ME0997
 ME0997  NGVD 29 (??/??/92)  180.864  (m)          593.38   (f) ADJ UNCH    1 1
 ME0997
 ME0997.Superseded values are not recommended for survey control.
 ME0997
 ME0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0997.See file dsdata.pdf to determine how the superseded data were derived.
 ME0997
 ME0997_MARKER: DB = BENCH MARK DISK
 ME0997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0997_SP_SET: CULVERT HEADWALL
 ME0997_STAMPING: R 139 1946
 ME0997_MARK LOGO: CGS
 ME0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0997+STABILITY: SURFACE MOTION
 ME0997
 ME0997  HISTORY     - Date     Condition        Report By
 ME0997  HISTORY     - 1946     MONUMENTED       CGS
 ME0997  HISTORY     - 1968     GOOD             CGS
 ME0997  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0997
 ME0997                          STATION DESCRIPTION
 ME0997
 ME0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0997'1.7 MI NW FROM LIVERPOOL.
 ME0997'ABOUT 1.7 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0997'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, 0.1
 ME0997'MILE NORTHWEST OF MILEPOST 439, SET ON THE TOP OF THE SOUTHEAST
 ME0997'END OF THE SOUTHWEST CONCRETE HEAD WALL FOR A DOUBLE 10-FOOT
 ME0997'PIPE CULVERT UNDER THE TRACKS, 42 FEET SOUTHWEST OF THE SOUTHWEST
 ME0997'RAIL OF THE SOUTHWEST TRACK, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 ME0997'END OF THE HEAD WALL AND 8 FEET BELOW THE LEVEL OF THE TRACK.
 ME0997'SEC 15, T 36 N, R 8 W.
 ME0997
 ME0997                          STATION RECOVERY (1992)
 ME0997
 ME0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0997'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0994 ***********************************************************************
 MD0994  DESIGNATION -  R 14
 MD0994  PID         -  MD0994
 MD0994  STATE/COUNTY-  IN/WHITLEY
 MD0994  COUNTRY     -  US
 MD0994  USGS QUAD   -  PIERCETON (2019)
 MD0994
 MD0994                         *CURRENT SURVEY CONTROL
 MD0994  ______________________________________________________________________
 MD0994* NAD 83(1986) POSITION- 41 11 02.     (N) 085 38 35.     (W)   SCALED
 MD0994* NAVD 88 ORTHO HEIGHT -   293.239 (meters)      962.07  (feet) ADJUSTED
 MD0994  ______________________________________________________________________
 MD0994  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 MD0994  DYNAMIC HEIGHT  -        293.118 (meters)      961.67  (feet) COMP
 MD0994  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 MD0994
 MD0994  VERT ORDER      -  FIRST     CLASS I
 MD0994
 MD0994.The horizontal coordinates were scaled from a map and have
 MD0994.an estimated accuracy of +/- 6 seconds.
 MD0994
 MD0994.The orthometric height was determined by differential leveling and
 MD0994.adjusted by the NATIONAL GEODETIC SURVEY
 MD0994.in June 1991.
 MD0994
 MD0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0994.GEOID18 height accuracy estimate available here.
 MD0994
 MD0994.Click photographs - Photos may exist for this station.
 MD0994
 MD0994.The dynamic height is computed by dividing the NAVD 88
 MD0994.geopotential number by the normal gravity value computed on the
 MD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0994.degrees latitude (g = 980.6199 gals.).
 MD0994
 MD0994.The modeled gravity was interpolated from observed gravity values.
 MD0994
 MD0994;                    North         East    Units  Estimated Accuracy
 MD0994;SPC IN E     -   658,980.      101,980.      MT  (+/- 180 meters Scaled)
 MD0994
 MD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL138600(NAD 83)
 MD0994
 MD0994                          SUPERSEDED SURVEY CONTROL
 MD0994
 MD0994  NGVD 29 (??/??/92)  293.380  (m)          962.53   (f) ADJ UNCH    1 1
 MD0994
 MD0994.Superseded values are not recommended for survey control.
 MD0994
 MD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0994.See file dsdata.pdf to determine how the superseded data were derived.
 MD0994
 MD0994_MARKER: DB = BENCH MARK DISK
 MD0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0994_STAMPING: R 14 1930 962.459
 MD0994_MARK LOGO: CGS
 MD0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0994+STABILITY: SURFACE MOTION
 MD0994
 MD0994  HISTORY     - Date     Condition        Report By
 MD0994  HISTORY     - 1930     MONUMENTED       CGS
 MD0994  HISTORY     - 1968     GOOD             CGS
 MD0994  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD0994
 MD0994                          STATION DESCRIPTION
 MD0994
 MD0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0994'0.9 MI NW FROM LARWILL.
 MD0994'ABOUT 0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE
 MD0994'INTERSECTION OF STATE HIGHWAY 5 AT LARWILL, ABOUT 1.0 MILE
 MD0994'NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF
 MD0994'STATE HIGHWAY 5 AT LARWILL, ABOUT 100 YARDS SOUTHWEST OF THE
 MD0994'HIGHWAY, ABOUT 12 RAILS SOUTHEAST OF THE CROSSING OF BRINKLEY ROAD,
 MD0994'30.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK,
 MD0994'27 1/2 FEET WEST OF A 6-INCH APPLE TREE IN A FENCE LINE, 16.8
 MD0994'FEET SOUTHWEST OF A ROUND METAL POST IN FENCE LINE, 1.1 FEET
 MD0994'NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 MD0994'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0994'2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 31, T 32N, R 8E
 MD0994
 MD0994                          STATION RECOVERY (1992)
 MD0994
 MD0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0994'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1340 ***********************************************************************
 ME1340  DESIGNATION -  R 140
 ME1340  PID         -  ME1340
 ME1340  STATE/COUNTY-  IN/JASPER
 ME1340  COUNTRY     -  US
 ME1340  USGS QUAD   -  SHELBY (2019)
 ME1340
 ME1340                         *CURRENT SURVEY CONTROL
 ME1340  ______________________________________________________________________
 ME1340* NAD 83(1986) POSITION- 41 13 06.     (N) 087 16 32.     (W)   SCALED
 ME1340* NAVD 88 ORTHO HEIGHT -   196.678 (meters)      645.27  (feet) ADJUSTED
 ME1340  ______________________________________________________________________
 ME1340  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME1340  DYNAMIC HEIGHT  -        196.595 (meters)      645.00  (feet) COMP
 ME1340  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 ME1340
 ME1340  VERT ORDER      -  SECOND    CLASS 0
 ME1340
 ME1340.The horizontal coordinates were scaled from a map and have
 ME1340.an estimated accuracy of +/- 6 seconds.
 ME1340
 ME1340.The orthometric height was determined by differential leveling and
 ME1340.adjusted by the NATIONAL GEODETIC SURVEY
 ME1340.in June 1991.
 ME1340
 ME1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1340.GEOID18 height accuracy estimate available here.
 ME1340
 ME1340.Click photographs - Photos may exist for this station.
 ME1340
 ME1340.The dynamic height is computed by dividing the NAVD 88
 ME1340.geopotential number by the normal gravity value computed on the
 ME1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1340.degrees latitude (g = 980.6199 gals.).
 ME1340
 ME1340.The modeled gravity was interpolated from observed gravity values.
 ME1340
 ME1340;                    North         East    Units  Estimated Accuracy
 ME1340;SPC IN W     -   662,820.      883,880.      MT  (+/- 180 meters Scaled)
 ME1340
 ME1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL769630(NAD 83)
 ME1340
 ME1340                          SUPERSEDED SURVEY CONTROL
 ME1340
 ME1340  NGVD 29 (??/??/92)  196.768  (m)          645.56   (f) ADJ UNCH    2 0
 ME1340
 ME1340.Superseded values are not recommended for survey control.
 ME1340
 ME1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1340.See file dsdata.pdf to determine how the superseded data were derived.
 ME1340
 ME1340_MARKER: DB = BENCH MARK DISK
 ME1340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1340_SP_SET: BRIDGE
 ME1340_STAMPING: R 140 1946
 ME1340_MARK LOGO: CGS
 ME1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1340+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME1340
 ME1340  HISTORY     - Date     Condition        Report By
 ME1340  HISTORY     - 1946     MONUMENTED       CGS
 ME1340  HISTORY     - 1960     GOOD             CGS
 ME1340  HISTORY     - 20120327 GOOD             IN-073
 ME1340
 ME1340                          STATION DESCRIPTION
 ME1340
 ME1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1340'3.4 MI S FROM RANGE LINE.
 ME1340'ABOUT 3.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE PRESBYTERIAN
 ME1340'CHURCH AT RANGE LINE, AT THE SOUTHWEST CONCRETE WINGWALL OF A
 ME1340'162 FOOT SINGLE SPAN STREEL TRUSS BRIDGE OVER KANKAKEE RIVER, 17
 ME1340'FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF THE
 ME1340'SOUTH END OF THE STEEL BRIDGE RAILING, ABOUT LEVEL WITH THE
 ME1340'BRIDGE FLOOR, AND SET IN A DRILL HOLE.  NOTE-- SINCE 1946 2 FEET
 ME1340'OF CONCRETE WAS PLACED ON TOP OF THE ABUTMENT, BUT THE COUNTY
 ME1340'LEFT A HOLE OVER THE MARK.
 ME1340
 ME1340                          STATION RECOVERY (1960)
 ME1340
 ME1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME1340'RECOVERED IN GOOD CONDITION.
 ME1340
 ME1340                          STATION RECOVERY (2012)
 ME1340
 ME1340'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3402 ***********************************************************************
 ME3402  DESIGNATION -  R 141 RESET
 ME3402  PID         -  ME3402
 ME3402  STATE/COUNTY-  IN/PORTER
 ME3402  COUNTRY     -  US
 ME3402  USGS QUAD   -  KOUTS (2019)
 ME3402
 ME3402                         *CURRENT SURVEY CONTROL
 ME3402  ______________________________________________________________________
 ME3402* NAD 83(1986) POSITION- 41 19 04.90   (N) 087 00 23.74   (W)   HD_HELD1
 ME3402* NAVD 88 ORTHO HEIGHT -   207.26  (meters)      680.0   (feet) RESET
 ME3402  ______________________________________________________________________
 ME3402  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME3402  VERT ORDER      -  THIRD
 ME3402
 ME3402.The horizontal coordinates were determined by differentially corrected
 ME3402.hand held GPS observations or other comparable positioning techniques
 ME3402.and have an estimated accuracy of +/- 3 meters.
 ME3402
 ME3402.The orthometric height was computed from unverified reset data.
 ME3402
 ME3402.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3402.GEOID18 height accuracy estimate available here.
 ME3402
 ME3402.Click photographs - Photos may exist for this station.
 ME3402
 ME3402;                    North         East    Units  Estimated Accuracy
 ME3402;SPC IN W     -   673,879.1     906,425.1     MT  (+/- 3 meters HH1 GPS) 
 ME3402
 ME3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9944874062(NAD 83)
 ME3402
 ME3402                          SUPERSEDED SURVEY CONTROL
 ME3402
 ME3402  NGVD 29 (08/22/16)  207.35   (m)          680.3    (f) RESET       3  
 ME3402
 ME3402.Superseded values are not recommended for survey control.
 ME3402
 ME3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3402.See file dsdata.pdf to determine how the superseded data were derived.
 ME3402
 ME3402_MARKER: DV = VERTICAL CONTROL DISK
 ME3402_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME3402_SP_SET: CULVERT
 ME3402_STAMPING: R 141 RESET 1987
 ME3402_MARK LOGO: NGS
 ME3402_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3402+STABILITY: SURFACE MOTION
 ME3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3402+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2022
 ME3402
 ME3402  HISTORY     - Date     Condition        Report By
 ME3402  HISTORY     - 1987     MONUMENTED       INHD
 ME3402  HISTORY     - 19900613 GOOD             USGS
 ME3402  HISTORY     - 20220823 GOOD             IN-127
 ME3402
 ME3402                          STATION DESCRIPTION
 ME3402
 ME3402'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 ME3402'ABOUT 1.0 MILE (1.6 KM) EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME3402'WITH STATE HIGHWAY 49 IN KOUTS, AT THE JUNCTION WITH A NORTH-SOUTH
 ME3402'CROSS ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE EXISTING 6
 ME3402'FOOT (1.8 M) CONCRETE BRIDGE, 15 FEET (4.6 M) SOUTH OF CENTER OF THE
 ME3402'HIGHWAY.
 ME3402
 ME3402                          STATION RECOVERY (1990)
 ME3402
 ME3402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME3402'RECOVERED IN GOOD CONDITION.
 ME3402
 ME3402                          STATION RECOVERY (2022)
 ME3402
 ME3402'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME3402'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION WITH STATE
 ME3402'HIGHWAY 49, IN THE TOWN OF KOUTS, AT THE INTERSECTION OF C.R. 300
 ME3402'EAST. MONUMENT IS IN THE TOP OF THE SOUTHWEST CORNER OF (MOSTLY
 ME3402'HIDDEN) 6 FOOT CONCRETE BOX CULVERT, 0.6 FOOT BELOW GRAVEL SHOULDER,
 ME3402'14.2 FEET SOUTH OF CENTER OF HIGHWAY, 0.75 FOOT SOUTH OF EDGE OF
 ME3402'HIGHWAY PAVEMENT, 29.8 FEET WEST OF CENTER OF C.R. 300 EAST, 24.0 FEET
 ME3402'NORTHEAST OF MAG NAIL IN UTILITY POLE NO. 445-162, 45.2 FEET NORTHWEST
 ME3402'OF MAG NAIL IN UTILITY POLE NO. 70-30400.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0602 ***********************************************************************
 ME0602  DESIGNATION -  R 142
 ME0602  PID         -  ME0602
 ME0602  STATE/COUNTY-  IN/LA PORTE
 ME0602  COUNTRY     -  US
 ME0602  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0602
 ME0602                         *CURRENT SURVEY CONTROL
 ME0602  ______________________________________________________________________
 ME0602* NAD 83(1986) POSITION- 41 21 39.     (N) 086 46 32.     (W)   SCALED
 ME0602* NAVD 88 ORTHO HEIGHT -   205.490 (meters)      674.18  (feet) ADJUSTED
 ME0602  ______________________________________________________________________
 ME0602  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 ME0602  DYNAMIC HEIGHT  -        205.406 (meters)      673.90  (feet) COMP
 ME0602  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 ME0602
 ME0602  VERT ORDER      -  SECOND    CLASS 0
 ME0602
 ME0602.The horizontal coordinates were scaled from a map and have
 ME0602.an estimated accuracy of +/- 6 seconds.
 ME0602
 ME0602.The orthometric height was determined by differential leveling and
 ME0602.adjusted by the NATIONAL GEODETIC SURVEY
 ME0602.in June 1991.
 ME0602
 ME0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0602.GEOID18 height accuracy estimate available here.
 ME0602
 ME0602.Click photographs - Photos may exist for this station.
 ME0602
 ME0602.The dynamic height is computed by dividing the NAVD 88
 ME0602.geopotential number by the normal gravity value computed on the
 ME0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0602.degrees latitude (g = 980.6199 gals.).
 ME0602
 ME0602.The modeled gravity was interpolated from observed gravity values.
 ME0602
 ME0602;                    North         East    Units  Estimated Accuracy
 ME0602;SPC IN W     -   678,680.      925,750.      MT  (+/- 180 meters Scaled)
 ME0602
 ME0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187788(NAD 83)
 ME0602
 ME0602                          SUPERSEDED SURVEY CONTROL
 ME0602
 ME0602  NGVD 29 (??/??/92)  205.581  (m)          674.48   (f) ADJ UNCH    2 0
 ME0602
 ME0602.Superseded values are not recommended for survey control.
 ME0602
 ME0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0602.See file dsdata.pdf to determine how the superseded data were derived.
 ME0602
 ME0602_MARKER: DB = BENCH MARK DISK
 ME0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0602_SP_SET: BRIDGE
 ME0602_STAMPING: R 142 1946
 ME0602_MARK LOGO: CGS
 ME0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0602+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 ME0602
 ME0602  HISTORY     - Date     Condition        Report By
 ME0602  HISTORY     - 1946     MONUMENTED       CGS
 ME0602  HISTORY     - 20071103 GOOD             GEOCAC
 ME0602  HISTORY     - 20221031 GOOD             LFA
 ME0602
 ME0602                          STATION DESCRIPTION
 ME0602
 ME0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0602'3.8 MI SE FROM HANNA.
 ME0602'ABOUT 3.75 MILES SOUTHEAST AND SOUTH ALONG A PAVED ROAD FROM THE
 ME0602'PENNSYLVANIA RAILROAD STATION AT HANNA, ABOUT 0.45 MILE SOUTH OF
 ME0602'THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, AT THE JUNCTION
 ME0602'OF A T ROAD LEADING WEST, SET IN THE TOP OF THE NORTHEAST
 ME0602'CONCRETE WING WALL OF A 46 FOOT SINGLE SPAN STEEL TRUSS BRIDGE
 ME0602'OVER A DITCH ON THE ROAD WEST, 21 FEET WEST OF THE CENTER LINE
 ME0602'OF THE ROAD, 17 FEET NORTH OF THE ROAD WEST, 8 FEET NORTHEAST OF
 ME0602'THE STEEL BRIDGE RAILING, ABOUT LEVEL WITH THE ROAD, AND SET IN
 ME0602'A DRILL HOLE.
 ME0602
 ME0602                          STATION RECOVERY (2007)
 ME0602
 ME0602'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0602'RECOVERED IN GOOD CONDITION.
 ME0602
 ME0602                          STATION RECOVERY (2022)
 ME0602
 ME0602'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2022 (RWG)
 ME0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1323 ***********************************************************************
 ME1323  DESIGNATION -  R 143
 ME1323  PID         -  ME1323
 ME1323  STATE/COUNTY-  IN/PORTER
 ME1323  COUNTRY     -  US
 ME1323  USGS QUAD   -  KOUTS (2019)
 ME1323
 ME1323                         *CURRENT SURVEY CONTROL
 ME1323  ______________________________________________________________________
 ME1323* NAD 83(1986) POSITION- 41 17 42.50   (N) 087 01 32.14   (W)   HD_HELD1
 ME1323* NAVD 88 ORTHO HEIGHT -   202.363 (meters)      663.92  (feet) ADJUSTED
 ME1323  ______________________________________________________________________
 ME1323  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME1323  DYNAMIC HEIGHT  -        202.278 (meters)      663.64  (feet) COMP
 ME1323  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME1323
 ME1323  VERT ORDER      -  SECOND    CLASS 0
 ME1323
 ME1323.The horizontal coordinates were determined by differentially corrected
 ME1323.hand held GPS observations or other comparable positioning techniques
 ME1323.and have an estimated accuracy of +/- 3 meters.
 ME1323
 ME1323.The orthometric height was determined by differential leveling and
 ME1323.adjusted by the NATIONAL GEODETIC SURVEY
 ME1323.in June 1991.
 ME1323
 ME1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1323.GEOID18 height accuracy estimate available here.
 ME1323
 ME1323.Click photographs - Photos may exist for this station.
 ME1323
 ME1323.The dynamic height is computed by dividing the NAVD 88
 ME1323.geopotential number by the normal gravity value computed on the
 ME1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1323.degrees latitude (g = 980.6199 gals.).
 ME1323
 ME1323.The modeled gravity was interpolated from observed gravity values.
 ME1323
 ME1323;                    North         East    Units  Estimated Accuracy
 ME1323;SPC IN W     -   671,335.9     904,836.0     MT  (+/- 3 meters HH1 GPS) 
 ME1323
 ME1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9785771521(NAD 83)
 ME1323
 ME1323                          SUPERSEDED SURVEY CONTROL
 ME1323
 ME1323  NGVD 29 (??/??/92)  202.457  (m)          664.23   (f) ADJ UNCH    2 0
 ME1323
 ME1323.Superseded values are not recommended for survey control.
 ME1323
 ME1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1323.See file dsdata.pdf to determine how the superseded data were derived.
 ME1323
 ME1323_MARKER: DB = BENCH MARK DISK
 ME1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1323_STAMPING: R 143 1946
 ME1323_MARK LOGO: CGS
 ME1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1323+STABILITY: SURFACE MOTION
 ME1323
 ME1323  HISTORY     - Date     Condition        Report By
 ME1323  HISTORY     - 1946     MONUMENTED       CGS
 ME1323  HISTORY     - 1972     GOOD             BRADY
 ME1323
 ME1323                          STATION DESCRIPTION
 ME1323
 ME1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1323'1.6 MI S FROM KOUTS.
 ME1323'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION
 ME1323'WITH STATE HIGHWAY 8 IN KOUTS, ABOUT 140 YARDS NORTH OF THE
 ME1323'BRIDGE OVER THE EAST FORK OF PLESANT TOWNSHIP DITCH, 45 FEET
 ME1323'EAST AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, 34 FEET
 ME1323'SOUTH OF A TELEPHONE POLE, 3 FEET SOUTH OF THE SOUTH POST OF A
 ME1323'GATE ACROSS A FIELD ENTRANCE ROAD, 1 FOOT WEST OF THE EAST
 ME1323'RIGHT OF WAY FENCE LINE, AND 2 FEET NORTH OF A WHITE WOODEN
 ME1323'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 ME1323'PROJECTING 6-INCHES.
 ME1323
 ME1323                          STATION RECOVERY (1972)
 ME1323
 ME1323'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0371 ***********************************************************************
 ME0371  DESIGNATION -  R 144
 ME0371  PID         -  ME0371
 ME0371  STATE/COUNTY-  IN/MARSHALL
 ME0371  COUNTRY     -  US
 ME0371  USGS QUAD   -  PLYMOUTH (2019)
 ME0371
 ME0371                         *CURRENT SURVEY CONTROL
 ME0371  ______________________________________________________________________
 ME0371* NAD 83(1986) POSITION- 41 16 15.     (N) 086 15 42.     (W)   SCALED
 ME0371* NAVD 88 ORTHO HEIGHT -   251.946 (meters)      826.59  (feet) ADJUSTED
 ME0371  ______________________________________________________________________
 ME0371  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME0371  DYNAMIC HEIGHT  -        251.839 (meters)      826.24  (feet) COMP
 ME0371  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 ME0371
 ME0371  VERT ORDER      -  SECOND    CLASS 0
 ME0371
 ME0371.The horizontal coordinates were scaled from a map and have
 ME0371.an estimated accuracy of +/- 6 seconds.
 ME0371
 ME0371.The orthometric height was determined by differential leveling and
 ME0371.adjusted by the NATIONAL GEODETIC SURVEY
 ME0371.in June 1991.
 ME0371
 ME0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0371.GEOID18 height accuracy estimate available here.
 ME0371
 ME0371.Click photographs - Photos may exist for this station.
 ME0371
 ME0371.The dynamic height is computed by dividing the NAVD 88
 ME0371.geopotential number by the normal gravity value computed on the
 ME0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0371.degrees latitude (g = 980.6199 gals.).
 ME0371
 ME0371.The modeled gravity was interpolated from observed gravity values.
 ME0371
 ME0371;                    North         East    Units  Estimated Accuracy
 ME0371;SPC IN E     -   668,810.       50,150.      MT  (+/- 180 meters Scaled)
 ME0371
 ME0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL618690(NAD 83)
 ME0371
 ME0371                          SUPERSEDED SURVEY CONTROL
 ME0371
 ME0371  NGVD 29 (??/??/92)  252.064  (m)          826.98   (f) ADJ UNCH    2 0
 ME0371
 ME0371.Superseded values are not recommended for survey control.
 ME0371
 ME0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0371.See file dsdata.pdf to determine how the superseded data were derived.
 ME0371
 ME0371_MARKER: DB = BENCH MARK DISK
 ME0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0371_STAMPING: R 144 1946
 ME0371_MARK LOGO: CGS
 ME0371_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0371+STABILITY: SURFACE MOTION
 ME0371
 ME0371  HISTORY     - Date     Condition        Report By
 ME0371  HISTORY     - 1946     MONUMENTED       CGS
 ME0371  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0371
 ME0371                          STATION DESCRIPTION
 ME0371
 ME0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0371'2.6 MI N FROM ARGOS.
 ME0371'ABOUT 2.65 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0371'BUILDING AT ARGOS, ABOUT 0.15 MILE SOUTHEAST OF THE CROSSING OF
 ME0371'THE NEW YORK, CHICAGO, AND ST. LOUIS RAILROAD, ACROSS THE
 ME0371'HIGHWAY FROM A WHITE HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY,
 ME0371'167 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER
 ME0371'OF THE HOUSE, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ME0371'HIGHWAY, 108 FEET SOUTHEAST OF A CORNER FENCE POST, 4.5 FEET
 ME0371'NORTHWEST OF A POWER POLE AND IN LINE WITH THE LINE OF POLES,
 ME0371'1 1/2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE,
 ME0371'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 ME0371'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0371'ABOUT 4 INCHES.
 ME0371
 ME0371                          STATION RECOVERY (1988)
 ME0371
 ME0371'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1242 ***********************************************************************
 MD1242  DESIGNATION -  R 145
 MD1242  PID         -  MD1242
 MD1242  STATE/COUNTY-  IN/KOSCIUSKO
 MD1242  COUNTRY     -  US
 MD1242  USGS QUAD   -  BURKET (2019)
 MD1242
 MD1242                         *CURRENT SURVEY CONTROL
 MD1242  ______________________________________________________________________
 MD1242* NAD 83(1986) POSITION- 41 10 04.     (N) 085 57 59.     (W)   SCALED
 MD1242* NAVD 88 ORTHO HEIGHT -   260.017 (meters)      853.07  (feet) ADJUSTED
 MD1242  ______________________________________________________________________
 MD1242  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 MD1242  DYNAMIC HEIGHT  -        259.905 (meters)      852.71  (feet) COMP
 MD1242  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 MD1242
 MD1242  VERT ORDER      -  SECOND    CLASS 0
 MD1242
 MD1242.The horizontal coordinates were scaled from a map and have
 MD1242.an estimated accuracy of +/- 6 seconds.
 MD1242
 MD1242.The orthometric height was determined by differential leveling and
 MD1242.adjusted by the NATIONAL GEODETIC SURVEY
 MD1242.in June 1991.
 MD1242
 MD1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1242.GEOID18 height accuracy estimate available here.
 MD1242
 MD1242.Click photographs - Photos may exist for this station.
 MD1242
 MD1242.The dynamic height is computed by dividing the NAVD 88
 MD1242.geopotential number by the normal gravity value computed on the
 MD1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1242.degrees latitude (g = 980.6199 gals.).
 MD1242
 MD1242.The modeled gravity was interpolated from observed gravity values.
 MD1242
 MD1242;                    North         East    Units  Estimated Accuracy
 MD1242;SPC IN E     -   657,230.       74,850.      MT  (+/- 180 meters Scaled)
 MD1242
 MD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL867578(NAD 83)
 MD1242
 MD1242                          SUPERSEDED SURVEY CONTROL
 MD1242
 MD1242  NGVD 29 (??/??/92)  260.15   (m)          853.5    (f) COMPUTED    2 0
 MD1242
 MD1242.Superseded values are not recommended for survey control.
 MD1242
 MD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1242.See file dsdata.pdf to determine how the superseded data were derived.
 MD1242
 MD1242_MARKER: DB = BENCH MARK DISK
 MD1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1242_SP_SET: BRIDGE RAILING
 MD1242_STAMPING: R 145 1946
 MD1242_MARK LOGO: CGS
 MD1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1242
 MD1242  HISTORY     - Date     Condition        Report By
 MD1242  HISTORY     - 1946     MONUMENTED       CGS
 MD1242  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 MD1242
 MD1242                          STATION DESCRIPTION
 MD1242
 MD1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1242'0.7 MI N FROM BURKET.
 MD1242'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 MD1242'AT BURKET, ABOUT 0.45 MILE SOUTH OF THE JUNCTION WITH STATE
 MD1242'HIGHWAY 25, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 MD1242'RAILING OF AN 8-FOOT MASONRY ARCH BRIDGE, 11 FEET EAST OF THE
 MD1242'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF THE NORTH END OF THE
 MD1242'RAILING, 2.8 FEET ABOVE THE BRIDGE FLOOR LEVEL.
 MD1242
 MD1242                          STATION RECOVERY (1996)
 MD1242
 MD1242'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1243 ***********************************************************************
 MD1243  DESIGNATION -  R 145 RESET
 MD1243  PID         -  MD1243
 MD1243  STATE/COUNTY-  IN/KOSCIUSKO
 MD1243  COUNTRY     -  US
 MD1243  USGS QUAD   -  BURKET (2019)
 MD1243
 MD1243                         *CURRENT SURVEY CONTROL
 MD1243  ______________________________________________________________________
 MD1243* NAD 83(1986) POSITION- 41 10 04.     (N) 085 57 59.     (W)   SCALED
 MD1243* NAVD 88 ORTHO HEIGHT -   258.85  (meters)      849.2   (feet) RESET
 MD1243  ______________________________________________________________________
 MD1243  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 MD1243  VERT ORDER      -  THIRD
 MD1243
 MD1243.The horizontal coordinates were scaled from a map and have
 MD1243.an estimated accuracy of +/- 6 seconds.
 MD1243
 MD1243.The orthometric height was computed from unverified reset data.
 MD1243
 MD1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1243.GEOID18 height accuracy estimate available here.
 MD1243
 MD1243.Click photographs - Photos may exist for this station.
 MD1243
 MD1243;                    North         East    Units  Estimated Accuracy
 MD1243;SPC IN E     -   657,230.       74,850.      MT  (+/- 180 meters Scaled)
 MD1243
 MD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL867578(NAD 83)
 MD1243
 MD1243                          SUPERSEDED SURVEY CONTROL
 MD1243
 MD1243  NGVD 29 (??/??/??)  258.98   (m)          849.7    (f) RESET       3  
 MD1243
 MD1243.Superseded values are not recommended for survey control.
 MD1243
 MD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1243.See file dsdata.pdf to determine how the superseded data were derived.
 MD1243
 MD1243_MARKER: DB = BENCH MARK DISK
 MD1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1243_STAMPING: R 145 RESET 1955
 MD1243_MARK LOGO: CGS
 MD1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1243+STABILITY: SURFACE MOTION
 MD1243
 MD1243  HISTORY     - Date     Condition        Report By
 MD1243  HISTORY     - 1955     MONUMENTED       IN-085
 MD1243  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 MD1243
 MD1243                          STATION DESCRIPTION
 MD1243
 MD1243'DESCRIBED BY KOSCIUSKO COUNTY INDIANA 1955
 MD1243'0.7 MI N FROM BURKET.
 MD1243'0.7 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING AT
 MD1243'BURKET, KOSCIUSKO COUNTY, 0.4 MILE SOUTH OF THE JUNCTION OF STATE
 MD1243'HIGHWAY 25, 100 FEET NORTH OF A CULVERT CARRYING ARM 17 OF THE
 MD1243'WILLIAMSON DITCH, WEST OF THE ROAD, AND NEAR A RAILROAD RAIL SET
 MD1243'IN CONCRETE.  A STANDARD DISK, STAMPED R 145 RESET 1955 AND SET
 MD1243'IN THE TOP OF A CONCRETE POST.
 MD1243
 MD1243                          STATION RECOVERY (1996)
 MD1243
 MD1243'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0993 ***********************************************************************
 LB0993  DESIGNATION -  R 146
 LB0993  PID         -  LB0993
 LB0993  STATE/COUNTY-  IN/CARROLL
 LB0993  COUNTRY     -  US
 LB0993  USGS QUAD   -  FLORA (2019)
 LB0993
 LB0993                         *CURRENT SURVEY CONTROL
 LB0993  ______________________________________________________________________
 LB0993* NAD 83(1986) POSITION- 40 36 20.     (N) 086 36 21.     (W)   SCALED
 LB0993* NAVD 88 ORTHO HEIGHT -   195.392 (meters)      641.05  (feet) ADJUSTED
 LB0993  ______________________________________________________________________
 LB0993  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 LB0993  DYNAMIC HEIGHT  -        195.298 (meters)      640.74  (feet) COMP
 LB0993  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LB0993
 LB0993  VERT ORDER      -  SECOND    CLASS 0
 LB0993
 LB0993.The horizontal coordinates were scaled from a map and have
 LB0993.an estimated accuracy of +/- 6 seconds.
 LB0993
 LB0993.The orthometric height was determined by differential leveling and
 LB0993.adjusted by the NATIONAL GEODETIC SURVEY
 LB0993.in June 1991.
 LB0993
 LB0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0993.GEOID18 height accuracy estimate available here.
 LB0993
 LB0993.Click photographs - Photos may exist for this station.
 LB0993
 LB0993.The dynamic height is computed by dividing the NAVD 88
 LB0993.geopotential number by the normal gravity value computed on the
 LB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0993.degrees latitude (g = 980.6199 gals.).
 LB0993
 LB0993.The modeled gravity was interpolated from observed gravity values.
 LB0993
 LB0993;                    North         East    Units  Estimated Accuracy
 LB0993;SPC IN W     -   594,870.      940,410.      MT  (+/- 180 meters Scaled)
 LB0993
 LB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK333950(NAD 83)
 LB0993
 LB0993                          SUPERSEDED SURVEY CONTROL
 LB0993
 LB0993  NGVD 29 (??/??/92)  195.505  (m)          641.42   (f) ADJ UNCH    2 0
 LB0993
 LB0993.Superseded values are not recommended for survey control.
 LB0993
 LB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0993.See file dsdata.pdf to determine how the superseded data were derived.
 LB0993
 LB0993_MARKER: DB = BENCH MARK DISK
 LB0993_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0993_SP_SET: BOX CULVERT HEADWALL
 LB0993_STAMPING: R 146 1946
 LB0993_MARK LOGO: CGS
 LB0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0993+STABILITY: SURFACE MOTION
 LB0993
 LB0993  HISTORY     - Date     Condition        Report By
 LB0993  HISTORY     - 1946     MONUMENTED       CGS
 LB0993
 LB0993                          STATION DESCRIPTION
 LB0993
 LB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0993'3.5 MI W FROM CAMDEN.
 LB0993'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 218 FROM THE CAMDEN
 LB0993'STATE BANK AT CAMDEN, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0993'NORTH, SET IN THE TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE
 LB0993'BOX CULVERT, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0993'27 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD AND ABOUT 4
 LB0993'FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED R 146 1946
 LB0993'NOTE-- THIS MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE AT
 LB0993'DELPHI BY GOING ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 25
 LB0993'THENCE 2.2 MILES EAST ALONG STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1039 ***********************************************************************
 LB1039  DESIGNATION -  R 147
 LB1039  PID         -  LB1039
 LB1039  STATE/COUNTY-  IN/CARROLL
 LB1039  COUNTRY     -  US
 LB1039  USGS QUAD   -  DELPHI (2019)
 LB1039
 LB1039                         *CURRENT SURVEY CONTROL
 LB1039  ______________________________________________________________________
 LB1039* NAD 83(1986) POSITION- 40 36 20.     (N) 086 43 59.     (W)   SCALED
 LB1039* NAVD 88 ORTHO HEIGHT -   192.906 (meters)      632.89  (feet) ADJUSTED
 LB1039  ______________________________________________________________________
 LB1039  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 LB1039  DYNAMIC HEIGHT  -        192.813 (meters)      632.59  (feet) COMP
 LB1039  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 LB1039
 LB1039  VERT ORDER      -  SECOND    CLASS 0
 LB1039
 LB1039.The horizontal coordinates were scaled from a map and have
 LB1039.an estimated accuracy of +/- 6 seconds.
 LB1039
 LB1039.The orthometric height was determined by differential leveling and
 LB1039.adjusted by the NATIONAL GEODETIC SURVEY
 LB1039.in June 1991.
 LB1039
 LB1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1039.GEOID18 height accuracy estimate available here.
 LB1039
 LB1039.Click photographs - Photos may exist for this station.
 LB1039
 LB1039.The dynamic height is computed by dividing the NAVD 88
 LB1039.geopotential number by the normal gravity value computed on the
 LB1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1039.degrees latitude (g = 980.6199 gals.).
 LB1039
 LB1039.The modeled gravity was interpolated from observed gravity values.
 LB1039
 LB1039;                    North         East    Units  Estimated Accuracy
 LB1039;SPC IN W     -   594,820.      929,650.      MT  (+/- 180 meters Scaled)
 LB1039
 LB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK225950(NAD 83)
 LB1039
 LB1039                          SUPERSEDED SURVEY CONTROL
 LB1039
 LB1039  NGVD 29 (??/??/92)  193.014  (m)          633.25   (f) ADJ UNCH    2 0
 LB1039
 LB1039.Superseded values are not recommended for survey control.
 LB1039
 LB1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1039.See file dsdata.pdf to determine how the superseded data were derived.
 LB1039
 LB1039_MARKER: DB = BENCH MARK DISK
 LB1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1039_STAMPING: R 147 1946
 LB1039_MARK LOGO: CGS
 LB1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1039+STABILITY: SURFACE MOTION
 LB1039
 LB1039  HISTORY     - Date     Condition        Report By
 LB1039  HISTORY     - 1946     MONUMENTED       CGS
 LB1039  HISTORY     - 20090330 GOOD             INDOT
 LB1039  HISTORY     - 20181108 MARK NOT FOUND   GEOPRO
 LB1039
 LB1039                          STATION DESCRIPTION
 LB1039
 LB1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1039'4 MI NW FROM DELPHI.
 LB1039'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 LB1039'COURT HOUSE AT DELPHI, ABOUT 0.8 MILE NORTH OF THE JUNCTION
 LB1039'WITH STATE HIGHWAY 18, IN THE NORTHEAST QUARTER OF AN INTERSECTION
 LB1039'WITH AN EAST-WEST ROAD, 47 FEET EAST OF THE CENTER LINE OF THE
 LB1039'HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 LB1039'2.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST OF A
 LB1039'FENCE LINE AND ABOUT 1 1/2 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB1039'DISK, STAMPED R 147 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1039'PROJECTING 5 INCHES ABOVE GROUND.
 LB1039
 LB1039                          STATION RECOVERY (2009)
 LB1039
 LB1039'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB1039'RECOVERED AS DESCRIBED
 LB1039
 LB1039                          STATION RECOVERY (2018)
 LB1039
 LB1039'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2018 (CTS)
 LB1039'TELEPHONE POLE AND FENCE LINE HAVE BEEN REMOVED, MARK NOT FOUND.
 LB1039'BEWARE OF ADJOINING LAND OWNER, HE HAS A VERY SHORT TEMPER AND DOES
 LB1039'NOT UNDERSTAND THE CONCEPT OF HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0961 ***********************************************************************
 ME0961  DESIGNATION -  R 149
 ME0961  PID         -  ME0961
 ME0961  STATE/COUNTY-  IN/PORTER
 ME0961  COUNTRY     -  US
 ME0961  USGS QUAD   -  PORTAGE (2019)
 ME0961
 ME0961                         *CURRENT SURVEY CONTROL
 ME0961  ______________________________________________________________________
 ME0961* NAD 83(1986) POSITION- 41 30 26.     (N) 087 10 02.     (W)   SCALED
 ME0961* NAVD 88 ORTHO HEIGHT -   206.554 (meters)      677.67  (feet) ADJUSTED
 ME0961  ______________________________________________________________________
 ME0961  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME0961  DYNAMIC HEIGHT  -        206.474 (meters)      677.41  (feet) COMP
 ME0961  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 ME0961
 ME0961  VERT ORDER      -  FIRST     CLASS I
 ME0961
 ME0961.The horizontal coordinates were scaled from a map and have
 ME0961.an estimated accuracy of +/- 6 seconds.
 ME0961
 ME0961.The orthometric height was determined by differential leveling and
 ME0961.adjusted by the NATIONAL GEODETIC SURVEY
 ME0961.in April 1995.
 ME0961
 ME0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0961.GEOID18 height accuracy estimate available here.
 ME0961
 ME0961.Click photographs - Photos may exist for this station.
 ME0961
 ME0961.The dynamic height is computed by dividing the NAVD 88
 ME0961.geopotential number by the normal gravity value computed on the
 ME0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0961.degrees latitude (g = 980.6199 gals.).
 ME0961
 ME0961.The modeled gravity was interpolated from observed gravity values.
 ME0961
 ME0961;                    North         East    Units  Estimated Accuracy
 ME0961;SPC IN W     -   694,890.      893,000.      MT  (+/- 180 meters Scaled)
 ME0961
 ME0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL860950(NAD 83)
 ME0961
 ME0961                          SUPERSEDED SURVEY CONTROL
 ME0961
 ME0961  NAVD 88 (06/15/91)  206.545  (m)          677.64   (f) SUPERSEDED  1 1
 ME0961  NGVD 29 (01/19/93)  206.651  (m)          677.99   (f) ADJUSTED    1 1
 ME0961  NGVD 29 (??/??/92)  206.635  (m)          677.94   (f) SUPERSEDED  1 1
 ME0961
 ME0961.Superseded values are not recommended for survey control.
 ME0961
 ME0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0961.See file dsdata.pdf to determine how the superseded data were derived.
 ME0961
 ME0961_MARKER: DB = BENCH MARK DISK
 ME0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0961_STAMPING: R 149 1946
 ME0961_MARK LOGO: CGS
 ME0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0961+STABILITY: SURFACE MOTION
 ME0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0961+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0961
 ME0961  HISTORY     - Date     Condition        Report By
 ME0961  HISTORY     - 1946     MONUMENTED       CGS
 ME0961  HISTORY     - 1968     GOOD             CGS
 ME0961  HISTORY     - 19920906 GOOD             NGS
 ME0961
 ME0961                          STATION DESCRIPTION
 ME0961
 ME0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0961'0.7 MI SE FROM WHEELER.
 ME0961'ABOUT 0.7 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0961'THE CROSSING OF PARK AVENUE AT WHEELER, ABOUT 0.6 MILE NORTHWEST
 ME0961'OF ROAD 475 WEST OVERPASS, 48 FEET NORTHEAST OF THE NORTHEAST
 ME0961'RAIL OF THE NORTHEAST TRACK, 47 FEET NORTHWEST OF POWER LINE
 ME0961'POLE NO. 315/546, 30 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 ME0961'HIGHWAY 130, 33 1/2 FEET NORTHEAST OF MILEPOST 430, 2 FEET
 ME0961'SOUTHEAST OF A METAL WITNESS POST, 7 FEET BELOW THE LEVEL OF THE
 ME0961'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 ME0961'ABOVE THE LEVEL OF THE GROUND.  SEC 1, T 35 N, R 7 W.  NOTE-- THE
 ME0961'NORTHEAST SIDE OF THE TOP OF THE POST HAS BEEN BROKEN OFF BUT THE
 ME0961'POST IS SOLID IN THE GROUND.  IT APPEARS AS THOUGH THE MARK HAS
 ME0961'MOVED ABOUT 3 CM.
 ME0961
 ME0961                          STATION RECOVERY (1992)
 ME0961
 ME0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0961'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0961'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0961'THENCE 7.9 KM (4.90 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, 0.3
 ME0961'KM (0.20 MI) SOUTHEAST OF THE INTERSECTION OF HARMAC CIRCLE, 18.9 M
 ME0961'(62.0 FT) NORTHEAST OF THE NEAR RAIL, 13.1 M (43.0 FT) SOUTHEAST OF A
 ME0961'RIGHT-OF-WAY MARKER, 10.1 M (33.1 FT) NORTHEAST OF MILEPOST 430, 8.9
 ME0961'M (29.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 130, 0.6 M
 ME0961'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF
 ME0961'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 ME0961'GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING
 ME0961'IS VERY DIM, BUT LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1866 ***********************************************************************
 LB1866  DESIGNATION -  R 15
 LB1866  PID         -  LB1866
 LB1866  STATE/COUNTY-  IN/WARREN
 LB1866  COUNTRY     -  US
 LB1866  USGS QUAD   -  DANVILLE NE (2018)
 LB1866
 LB1866                         *CURRENT SURVEY CONTROL
 LB1866  ______________________________________________________________________
 LB1866* NAD 83(1986) POSITION- 40 14 02.     (N) 087 30 37.     (W)   SCALED
 LB1866* NAVD 88 ORTHO HEIGHT -   210.580 (meters)      690.88  (feet) ADJUSTED
 LB1866  ______________________________________________________________________
 LB1866  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 LB1866  DYNAMIC HEIGHT  -        210.474 (meters)      690.53  (feet) COMP
 LB1866  MODELED GRAVITY -    980,117.7   (mgal)                       NAVD 88
 LB1866
 LB1866  VERT ORDER      -  FIRST     CLASS II
 LB1866
 LB1866.The horizontal coordinates were scaled from a map and have
 LB1866.an estimated accuracy of +/- 6 seconds.
 LB1866
 LB1866.The orthometric height was determined by differential leveling and
 LB1866.adjusted by the NATIONAL GEODETIC SURVEY
 LB1866.in June 1991.
 LB1866
 LB1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1866.GEOID18 height accuracy estimate available here.
 LB1866
 LB1866.Click photographs - Photos may exist for this station.
 LB1866
 LB1866.The dynamic height is computed by dividing the NAVD 88
 LB1866.geopotential number by the normal gravity value computed on the
 LB1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1866.degrees latitude (g = 980.6199 gals.).
 LB1866
 LB1866.The modeled gravity was interpolated from observed gravity values.
 LB1866
 LB1866;                    North         East    Units  Estimated Accuracy
 LB1866;SPC IN W     -   553,570.      863,670.      MT  (+/- 180 meters Scaled)
 LB1866
 LB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK565538(NAD 83)
 LB1866
 LB1866                          SUPERSEDED SURVEY CONTROL
 LB1866
 LB1866  NGVD 29 (??/??/92)  210.617  (m)          691.00   (f) ADJ UNCH    1 2
 LB1866
 LB1866.Superseded values are not recommended for survey control.
 LB1866
 LB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1866.See file dsdata.pdf to determine how the superseded data were derived.
 LB1866
 LB1866_MARKER: DB = BENCH MARK DISK
 LB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1866_STAMPING: R 15 1934
 LB1866_MARK LOGO: CGS
 LB1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1866+STABILITY: SURFACE MOTION
 LB1866
 LB1866  HISTORY     - Date     Condition        Report By
 LB1866  HISTORY     - 1934     MONUMENTED       CGS
 LB1866  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB1866
 LB1866                          STATION DESCRIPTION
 LB1866
 LB1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LB1866'AT ALLISON.
 LB1866'AT ALLISON, WARREN COUNTY, ON THE NEW YORK CENTRAL RAILROAD, ABOUT
 LB1866'120 FEET SOUTH OF THE STATION, ABOUT 100 FEET WEST OF A GRAIN
 LB1866'ELEVATOR, 29 FEET WEST OF THE WEST RAIL, 15 FEET SOUTHEAST OF A
 LB1866'TELEPHONE POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LB1866'R 15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 LB1866'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0543 ***********************************************************************
 ME0543  DESIGNATION -  R 150
 ME0543  PID         -  ME0543
 ME0543  STATE/COUNTY-  IN/LA PORTE
 ME0543  COUNTRY     -  US
 ME0543  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0543
 ME0543                         *CURRENT SURVEY CONTROL
 ME0543  ______________________________________________________________________
 ME0543* NAD 83(1986) POSITION- 41 24 06.     (N) 086 42 43.     (W)   SCALED
 ME0543* NAVD 88 ORTHO HEIGHT -   208.400 (meters)      683.73  (feet) ADJUSTED
 ME0543  ______________________________________________________________________
 ME0543  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 ME0543  DYNAMIC HEIGHT  -        208.316 (meters)      683.45  (feet) COMP
 ME0543  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 ME0543
 ME0543  VERT ORDER      -  FIRST     CLASS II
 ME0543
 ME0543.The horizontal coordinates were scaled from a map and have
 ME0543.an estimated accuracy of +/- 6 seconds.
 ME0543
 ME0543.The orthometric height was determined by differential leveling and
 ME0543.adjusted by the NATIONAL GEODETIC SURVEY
 ME0543.in June 1991.
 ME0543
 ME0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0543.GEOID18 height accuracy estimate available here.
 ME0543
 ME0543.Click photographs - Photos may exist for this station.
 ME0543
 ME0543.The dynamic height is computed by dividing the NAVD 88
 ME0543.geopotential number by the normal gravity value computed on the
 ME0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0543.degrees latitude (g = 980.6199 gals.).
 ME0543
 ME0543.The modeled gravity was interpolated from observed gravity values.
 ME0543
 ME0543;                    North         East    Units  Estimated Accuracy
 ME0543;SPC IN W     -   683,230.      931,060.      MT  (+/- 180 meters Scaled)
 ME0543
 ME0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240833(NAD 83)
 ME0543
 ME0543                          SUPERSEDED SURVEY CONTROL
 ME0543
 ME0543  NGVD 29 (??/??/92)  208.49   (m)          684.0    (f) COMPUTED    1 2
 ME0543
 ME0543.Superseded values are not recommended for survey control.
 ME0543
 ME0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0543.See file dsdata.pdf to determine how the superseded data were derived.
 ME0543
 ME0543_MARKER: DB = BENCH MARK DISK
 ME0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0543_SP_SET: WATER TROUGH
 ME0543_STAMPING: R 150 1946
 ME0543_MARK LOGO: CGS
 ME0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0543
 ME0543  HISTORY     - Date     Condition        Report By
 ME0543  HISTORY     - 1946     MONUMENTED       CGS
 ME0543  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0543
 ME0543                          STATION DESCRIPTION
 ME0543
 ME0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0543'3.6 MI E FROM HANNA.
 ME0543'3.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ME0543'AT HANNA, LA PORTE COUNTY, AT DAVIS WATERING STATION, ABOUT 30
 ME0543'RAILS WEST OF THE WEST END OF THE BRICK BOILER BUILDING, 105 FEET
 ME0543'NORTHEAST OF MILEPOST 405, AT THE WEST END OF THE WATER TROUGH,
 ME0543'IN TOP OF THE NORTHEAST CORNER OF THE WEST CONCRETE PIT, 29 FEET
 ME0543'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 1 FOOT
 ME0543'LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1338 ***********************************************************************
 ME1338  DESIGNATION -  R 151
 ME1338  PID         -  ME1338
 ME1338  STATE/COUNTY-  IN/PORTER
 ME1338  COUNTRY     -  US
 ME1338  USGS QUAD   -  VALPARAISO (2019)
 ME1338
 ME1338                         *CURRENT SURVEY CONTROL
 ME1338  ______________________________________________________________________
 ME1338* NAD 83(1997) POSITION- 41 29 35.55229(N) 087 02 58.96655(W)   ADJUSTED
 ME1338* NAVD 88 ORTHO HEIGHT -   250.322 (meters)      821.26  (feet) ADJUSTED
 ME1338  ______________________________________________________________________
 ME1338  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME1338  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 ME1338  DYNAMIC HEIGHT  -        250.224 (meters)      820.94  (feet) COMP
 ME1338  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 ME1338
 ME1338  HORZ ORDER      -  SECOND
 ME1338  VERT ORDER      -  SECOND    CLASS 0
 ME1338
 ME1338.The horizontal coordinates were established by classical geodetic methods
 ME1338.and adjusted by the National Geodetic Survey in May 1999.
 ME1338
 ME1338.The orthometric height was determined by differential leveling and
 ME1338.adjusted by the NATIONAL GEODETIC SURVEY
 ME1338.in June 1991.
 ME1338
 ME1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1338.GEOID18 height accuracy estimate available here.
 ME1338
 ME1338.Click photographs - Photos may exist for this station.
 ME1338
 ME1338.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1338
 ME1338.The dynamic height is computed by dividing the NAVD 88
 ME1338.geopotential number by the normal gravity value computed on the
 ME1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1338.degrees latitude (g = 980.6199 gals.).
 ME1338
 ME1338.The modeled gravity was interpolated from observed gravity values.
 ME1338
 ME1338. The following values were computed from the NAD 83(1997) position.
 ME1338
 ME1338;                    North         East     Units Scale Factor Converg.
 ME1338;SPC IN W     -   693,332.052   902,807.374   MT  0.99996676   +0 01 20.2
 ME1338;SPC IN W     - 2,274,706.91  2,961,960.53   sFT  0.99996676   +0 01 20.2
 ME1338;UTM  16      - 4,593,511.481   495,850.388   MT  0.99960021   -0 01 58.6
 ME1338
 ME1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1338!SPC IN W     -   0.99996603  x   0.99996676  =   0.99993279
 ME1338!UTM  16      -   0.99996603  x   0.99960021  =   0.99956625
 ME1338
 ME1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9585093511(NAD 83)
 ME1338
 ME1338                          SUPERSEDED SURVEY CONTROL
 ME1338
 ME1338  NAD 83(1986)-  41 29 35.55723(N)    087 02 58.96970(W) AD(       ) 2
 ME1338  NAD 27      -  41 29 35.41570(N)    087 02 58.85960(W) AD(       ) 2
 ME1338  NGVD 29 (??/??/92)  250.414  (m)          821.57   (f) ADJ UNCH    2 0
 ME1338  NGVD 29             250.41   (m)          821.6    (f) LEVELING    3  
 ME1338
 ME1338.Superseded values are not recommended for survey control.
 ME1338
 ME1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1338.See file dsdata.pdf to determine how the superseded data were derived.
 ME1338
 ME1338_MARKER: DB = BENCH MARK DISK
 ME1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1338_STAMPING: R 151 1946
 ME1338_MARK LOGO: CGS
 ME1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1338+STABILITY: SURFACE MOTION
 ME1338
 ME1338  HISTORY     - Date     Condition        Report By
 ME1338  HISTORY     - 1946     MONUMENTED       CGS
 ME1338  HISTORY     - 1948     GOOD             CGS
 ME1338  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1338
 ME1338                          STATION DESCRIPTION
 ME1338
 ME1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1338'1.3 MI N FROM VALPARAISO.
 ME1338'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE GRAND TRUNK
 ME1338'WESTERN RAILROAD STATION AT VALPARAISO, PORTER COUNTY, THENCE
 ME1338'ABOUT 0.2 MILE WEST ALONG THE ENTRANCE ROAD TO URSCHEL FIELD
 ME1338'(VALPARAISO AIRPORT), AT THE EAST END OF THE FIELD, 66 FEET
 ME1338'NORTHWEST OF THE NORTHEAST CORNER OF THE AERO CLUB HANGAR, 27
 ME1338'FEET NORTH OF THE NORTHWEST CORNER OF THE AERO CLUB HANGAR, AND
 ME1338'2.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE
 ME1338'BUILDING.  A BRONZE DISK, STAMPED R 151 1946 AND SET IN THE TOP
 ME1338'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME1338
 ME1338                          STATION RECOVERY (1948)
 ME1338
 ME1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME1338'STATION IS LOCATED AT THE URSCHEL AIRFIELD WHICH IS ABOUT 2 MILES
 ME1338'NORTH OF VALPARAISO AND
 ME1338'ABOUT 1-1/2 MILES SOUTHWEST OF FLINT LAKE.  IT IS 2 FEET SOUTH OF THE
 ME1338'SOUTHWEST CORNER OF THE AIRFIELD
 ME1338'OFFICE.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH
 ME1338'PROJECTS ABOUT 6 INCHES AND THE DISK IS A STANDARD
 ME1338'USC AND GS BM DISK STAMPED R 151 1946.
 ME1338'
 ME1338'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION URSCHEL.
 ME1338'THE DISTANCE WAS 117.11 FEET
 ME1338'(35.695 METERS).
 ME1338'
 ME1338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 49 IN
 ME1338'VALPARAISO, GO NORTH ON
 ME1338'HIGHWAY 49 FOR 1.85 MILES TO SIDE ROAD LEFT, TURN LEFT AND GO 0.15
 ME1338'MILE TO ROAD RIGHT TO AIRFIELD AND
 ME1338'STATION BY AIRFIELD OFFICE AS DESCRIBED.
 ME1338
 ME1338                          STATION RECOVERY (1978)
 ME1338
 ME1338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0779 ***********************************************************************
 ME0779  DESIGNATION -  R 152
 ME0779  PID         -  ME0779
 ME0779  STATE/COUNTY-  IN/LA PORTE
 ME0779  COUNTRY     -  US
 ME0779  USGS QUAD   -  LAPORTE WEST (2019)
 ME0779
 ME0779                         *CURRENT SURVEY CONTROL
 ME0779  ______________________________________________________________________
 ME0779* NAD 83(1986) POSITION- 41 34 22.     (N) 086 46 44.     (W)   SCALED
 ME0779* NAVD 88 ORTHO HEIGHT -   249.137 (meters)      817.38  (feet) ADJUSTED
 ME0779  ______________________________________________________________________
 ME0779  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0779  DYNAMIC HEIGHT  -        249.040 (meters)      817.06  (feet) COMP
 ME0779  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 ME0779
 ME0779  VERT ORDER      -  SECOND    CLASS 0
 ME0779
 ME0779.The horizontal coordinates were scaled from a map and have
 ME0779.an estimated accuracy of +/- 6 seconds.
 ME0779
 ME0779.The orthometric height was determined by differential leveling and
 ME0779.adjusted by the NATIONAL GEODETIC SURVEY
 ME0779.in June 1991.
 ME0779
 ME0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0779.GEOID18 height accuracy estimate available here.
 ME0779
 ME0779.Click photographs - Photos may exist for this station.
 ME0779
 ME0779.The dynamic height is computed by dividing the NAVD 88
 ME0779.geopotential number by the normal gravity value computed on the
 ME0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0779.degrees latitude (g = 980.6199 gals.).
 ME0779
 ME0779.The modeled gravity was interpolated from observed gravity values.
 ME0779
 ME0779;                    North         East    Units  Estimated Accuracy
 ME0779;SPC IN W     -   702,210.      925,390.      MT  (+/- 180 meters Scaled)
 ME0779
 ME0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM184023(NAD 83)
 ME0779
 ME0779                          SUPERSEDED SURVEY CONTROL
 ME0779
 ME0779  NGVD 29 (??/??/92)  249.235  (m)          817.70   (f) ADJ UNCH    2 0
 ME0779
 ME0779.Superseded values are not recommended for survey control.
 ME0779
 ME0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0779.See file dsdata.pdf to determine how the superseded data were derived.
 ME0779
 ME0779_MARKER: DB = BENCH MARK DISK
 ME0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0779_STAMPING: R 152 1946
 ME0779_MARK LOGO: CGS
 ME0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0779+STABILITY: SURFACE MOTION
 ME0779
 ME0779  HISTORY     - Date     Condition        Report By
 ME0779  HISTORY     - 1946     MONUMENTED       CGS
 ME0779
 ME0779                          STATION DESCRIPTION
 ME0779
 ME0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0779'4.8 MI SW FROM LA PORTE.
 ME0779'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COUNTY
 ME0779'COURTHOUSE AT LA PORTE, LA PORTE COUNTY, THENCE ABOUT 1.2 MILES
 ME0779'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.55 MILE WEST OF THE PUBLIC
 ME0779'SCHOOL AT DOOR VILLAGE, AT THE T-JUNCTION OF AN EAST-AND-WEST
 ME0779'TARVIA ROAD AND THE GRAVEL ROAD LEADING NORTH, 28 FEET NORTH
 ME0779'OF THE CENTER LINE OF THE TARVIA ROAD, 21 FEET WEST OF THE CENTER
 ME0779'LINE OF THE GRAVEL ROAD, 6.0 FEET NORTHWEST OF A POLE, 3.5 FEET
 ME0779'NORTH OF A GATEPOST, 1.0 FOOT EAST OF THE FENCE, 1.5 FEET SOUTH
 ME0779'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET HIGHER THAN
 ME0779'THE GRAVEL ROAD.  A BRONZE DISK, STAMPED R 152 1946 AND SET IN THE
 ME0779'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0489 ***********************************************************************
 ME0489  DESIGNATION -  R 153
 ME0489  PID         -  ME0489
 ME0489  STATE/COUNTY-  IN/LA PORTE
 ME0489  COUNTRY     -  US
 ME0489  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0489
 ME0489                         *CURRENT SURVEY CONTROL
 ME0489  ______________________________________________________________________
 ME0489* NAD 83(1986) POSITION- 41 29 01.     (N) 086 42 29.     (W)   SCALED
 ME0489* NAVD 88 ORTHO HEIGHT -   219.760 (meters)      721.00  (feet) ADJUSTED
 ME0489  ______________________________________________________________________
 ME0489  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME0489  DYNAMIC HEIGHT  -        219.673 (meters)      720.71  (feet) COMP
 ME0489  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 ME0489
 ME0489  VERT ORDER      -  SECOND    CLASS 0
 ME0489
 ME0489.The horizontal coordinates were scaled from a map and have
 ME0489.an estimated accuracy of +/- 6 seconds.
 ME0489
 ME0489.The orthometric height was determined by differential leveling and
 ME0489.adjusted by the NATIONAL GEODETIC SURVEY
 ME0489.in June 1991.
 ME0489
 ME0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0489.GEOID18 height accuracy estimate available here.
 ME0489
 ME0489.Click photographs - Photos may exist for this station.
 ME0489
 ME0489.The dynamic height is computed by dividing the NAVD 88
 ME0489.geopotential number by the normal gravity value computed on the
 ME0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0489.degrees latitude (g = 980.6199 gals.).
 ME0489
 ME0489.The modeled gravity was interpolated from observed gravity values.
 ME0489
 ME0489;                    North         East    Units  Estimated Accuracy
 ME0489;SPC IN W     -   692,330.      931,340.      MT  (+/- 180 meters Scaled)
 ME0489
 ME0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL243924(NAD 83)
 ME0489
 ME0489                          SUPERSEDED SURVEY CONTROL
 ME0489
 ME0489  NGVD 29 (??/??/92)  219.868  (m)          721.35   (f) ADJ UNCH    2 0
 ME0489
 ME0489.Superseded values are not recommended for survey control.
 ME0489
 ME0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0489.See file dsdata.pdf to determine how the superseded data were derived.
 ME0489
 ME0489_MARKER: DB = BENCH MARK DISK
 ME0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0489_STAMPING: R 153 1946
 ME0489_MARK LOGO: CGS
 ME0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0489+STABILITY: SURFACE MOTION
 ME0489
 ME0489  HISTORY     - Date     Condition        Report By
 ME0489  HISTORY     - 1946     MONUMENTED       CGS
 ME0489  HISTORY     - 1989     GOOD             USPSQD
 ME0489
 ME0489                          STATION DESCRIPTION
 ME0489
 ME0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0489'4 MI E FROM UNION MILLS.
 ME0489'ABOUT 2.2 MILES EAST, 0.5 MILE SOUTH, AND 1.35 MILES EAST ALONG
 ME0489'COUNTY ROADS FROM THE CROSSROADS AT UNION MILLS, LA PORTE COUNTY,
 ME0489'30 FEET NORTH OF THE NORTHEAST CORNER OF THE FRED KLEIN RESIDENCE,
 ME0489'36 FEET WEST OF POWER POLE 421/404, 21 FEET SOUTH OF THE CENTER
 ME0489'LINE OF THE ROAD, 28 FEET WEST OF THE CENTER LINE OF A DRIVEWAY,
 ME0489'21 FEET WEST OF A GATEPOST, 1.0 FOOT NORTH OF A FENCE, 2 FEET
 ME0489'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 ME0489'THE ROAD.  A BRONZE DISK, STAMPED R 153 1946 AND SET IN THE TOP
 ME0489'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0489
 ME0489                          STATION RECOVERY (1989)
 ME0489
 ME0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0799 ***********************************************************************
 ME0799  DESIGNATION -  R 154
 ME0799  PID         -  ME0799
 ME0799  STATE/COUNTY-  IN/LA PORTE
 ME0799  COUNTRY     -  US
 ME0799  USGS QUAD   -  STILLWELL (2019)
 ME0799
 ME0799                         *CURRENT SURVEY CONTROL
 ME0799  ______________________________________________________________________
 ME0799* NAD 83(1986) POSITION- 41 32 51.     (N) 086 30 19.     (W)   SCALED
 ME0799* NAVD 88 ORTHO HEIGHT -   210.241 (meters)      689.77  (feet) ADJUSTED
 ME0799  ______________________________________________________________________
 ME0799  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME0799  DYNAMIC HEIGHT  -        210.158 (meters)      689.49  (feet) COMP
 ME0799  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 ME0799
 ME0799  VERT ORDER      -  SECOND    CLASS 0
 ME0799
 ME0799.The horizontal coordinates were scaled from a map and have
 ME0799.an estimated accuracy of +/- 6 seconds.
 ME0799
 ME0799.The orthometric height was determined by differential leveling and
 ME0799.adjusted by the NATIONAL GEODETIC SURVEY
 ME0799.in June 1991.
 ME0799
 ME0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0799.GEOID18 height accuracy estimate available here.
 ME0799
 ME0799.Click photographs - Photos may exist for this station.
 ME0799
 ME0799.The dynamic height is computed by dividing the NAVD 88
 ME0799.geopotential number by the normal gravity value computed on the
 ME0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0799.degrees latitude (g = 980.6199 gals.).
 ME0799
 ME0799.The modeled gravity was interpolated from observed gravity values.
 ME0799
 ME0799;                    North         East    Units  Estimated Accuracy
 ME0799;SPC IN W     -   699,520.      948,230.      MT  (+/- 180 meters Scaled)
 ME0799
 ME0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL412996(NAD 83)
 ME0799
 ME0799                          SUPERSEDED SURVEY CONTROL
 ME0799
 ME0799  NGVD 29 (??/??/92)  210.350  (m)          690.12   (f) ADJ UNCH    2 0
 ME0799
 ME0799.Superseded values are not recommended for survey control.
 ME0799
 ME0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0799.See file dsdata.pdf to determine how the superseded data were derived.
 ME0799
 ME0799_MARKER: DB = BENCH MARK DISK
 ME0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0799_STAMPING: R 154 1946
 ME0799_MARK LOGO: CGS
 ME0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0799+STABILITY: SURFACE MOTION
 ME0799
 ME0799  HISTORY     - Date     Condition        Report By
 ME0799  HISTORY     - 1946     MONUMENTED       CGS
 ME0799
 ME0799                          STATION DESCRIPTION
 ME0799
 ME0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0799'4.7 MI NW FROM NORTH LIBERTY.
 ME0799'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 ME0799'OF STATE HIGHWAY 23 AT NORTH LIBERTY, ABOUT 0.45 MILE WEST OF THE
 ME0799'ST. JOSEPH-LA PORTE COUNTY LINE, AT THE JUNCTION OF A GRAVEL
 ME0799'ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTER LINE OF THE
 ME0799'HIGHWAY, 22 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 ME0799'11.5 FEET SOUTH OF A FENCE CORNER POST, 2 FEET EAST OF THE
 ME0799'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0799'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ME0799'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0884 ***********************************************************************
 ME0884  DESIGNATION -  R 155
 ME0884  PID         -  ME0884
 ME0884  STATE/COUNTY-  IN/LA PORTE
 ME0884  COUNTRY     -  US
 ME0884  USGS QUAD   -  NEW CARLISLE (2019)
 ME0884
 ME0884                         *CURRENT SURVEY CONTROL
 ME0884  ______________________________________________________________________
 ME0884* NAD 83(1986) POSITION- 41 37 39.     (N) 086 30 27.     (W)   SCALED
 ME0884* NAVD 88 ORTHO HEIGHT -   222.268 (meters)      729.22  (feet) ADJUSTED
 ME0884  ______________________________________________________________________
 ME0884  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 ME0884  DYNAMIC HEIGHT  -        222.181 (meters)      728.94  (feet) COMP
 ME0884  MODELED GRAVITY -    980,227.4   (mgal)                       NAVD 88
 ME0884
 ME0884  VERT ORDER      -  SECOND    CLASS 0
 ME0884
 ME0884.The horizontal coordinates were scaled from a map and have
 ME0884.an estimated accuracy of +/- 6 seconds.
 ME0884
 ME0884.The orthometric height was determined by differential leveling and
 ME0884.adjusted by the NATIONAL GEODETIC SURVEY
 ME0884.in June 1991.
 ME0884
 ME0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0884.GEOID18 height accuracy estimate available here.
 ME0884
 ME0884.Click photographs - Photos may exist for this station.
 ME0884
 ME0884.The dynamic height is computed by dividing the NAVD 88
 ME0884.geopotential number by the normal gravity value computed on the
 ME0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0884.degrees latitude (g = 980.6199 gals.).
 ME0884
 ME0884.The modeled gravity was interpolated from observed gravity values.
 ME0884
 ME0884;                    North         East    Units  Estimated Accuracy
 ME0884;SPC IN W     -   708,410.      947,980.      MT  (+/- 180 meters Scaled)
 ME0884
 ME0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410085(NAD 83)
 ME0884
 ME0884                          SUPERSEDED SURVEY CONTROL
 ME0884
 ME0884  NGVD 29 (??/??/92)  222.372  (m)          729.57   (f) ADJ UNCH    2 0
 ME0884
 ME0884.Superseded values are not recommended for survey control.
 ME0884
 ME0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0884.See file dsdata.pdf to determine how the superseded data were derived.
 ME0884
 ME0884_MARKER: DB = BENCH MARK DISK
 ME0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0884_STAMPING: R 155 1946
 ME0884_MARK LOGO: CGS
 ME0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0884+STABILITY: SURFACE MOTION
 ME0884
 ME0884  HISTORY     - Date     Condition        Report By
 ME0884  HISTORY     - 1946     MONUMENTED       CGS
 ME0884  HISTORY     - 1988     GOOD             USPSQD
 ME0884  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0884
 ME0884                          STATION DESCRIPTION
 ME0884
 ME0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0884'5.4 MI S FROM NEW CARLISLE.
 ME0884'ABOUT 5.4 MILES SOUTH ALONG THE TIMOTHY ROAD FROM ITS JUNCTION
 ME0884'WITH U.S. HIGHWAY 20 AT NEW CARLISLE, AT A CROSS ROAD, SET IN
 ME0884'THE NORTHWEST QUARTER OF THE CROSS ROAD, 38 FEET NORTH OF THE
 ME0884'CENTER LINE OF THE EAST-WEST ROAD, 22 FEET WEST OF THE CENTER
 ME0884'LINE OF THE NORTH-SOUTH ROAD, 13 FEET NORTH OF A FENCE CORNER
 ME0884'POST, 1.5 FOOT EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 ME0884'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0884'5 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE
 ME0884'AT MILL CREEK BY GOING ABOUT 3.4 MILES NORTH THENCE ABOUT 1.15
 ME0884'MILE EAST ALONG A COUNTY ROAD.
 ME0884
 ME0884                          STATION RECOVERY (1988)
 ME0884
 ME0884'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0884'RECOVERED IN GOOD CONDITION.
 ME0884
 ME0884                          STATION RECOVERY (1989)
 ME0884
 ME0884'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0884'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1396 ***********************************************************************
 ME1396  DESIGNATION -  R 156
 ME1396  PID         -  ME1396
 ME1396  STATE/COUNTY-  IN/JASPER
 ME1396  COUNTRY     -  US
 ME1396  USGS QUAD   -  GIFFORD (2019)
 ME1396
 ME1396                         *CURRENT SURVEY CONTROL
 ME1396  ______________________________________________________________________
 ME1396* NAD 83(1986) POSITION- 41 04 15.     (N) 087 02 25.     (W)   SCALED
 ME1396* NAVD 88 ORTHO HEIGHT -   207.207 (meters)      679.81  (feet) ADJUSTED
 ME1396  ______________________________________________________________________
 ME1396  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 ME1396  DYNAMIC HEIGHT  -        207.117 (meters)      679.52  (feet) COMP
 ME1396  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 ME1396
 ME1396  VERT ORDER      -  SECOND    CLASS 0
 ME1396
 ME1396.The horizontal coordinates were scaled from a map and have
 ME1396.an estimated accuracy of +/- 6 seconds.
 ME1396
 ME1396.The orthometric height was determined by differential leveling and
 ME1396.adjusted by the NATIONAL GEODETIC SURVEY
 ME1396.in June 1991.
 ME1396
 ME1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1396.GEOID18 height accuracy estimate available here.
 ME1396
 ME1396.Click photographs - Photos may exist for this station.
 ME1396
 ME1396.The dynamic height is computed by dividing the NAVD 88
 ME1396.geopotential number by the normal gravity value computed on the
 ME1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1396.degrees latitude (g = 980.6199 gals.).
 ME1396
 ME1396.The modeled gravity was interpolated from observed gravity values.
 ME1396
 ME1396;                    North         East    Units  Estimated Accuracy
 ME1396;SPC IN W     -   646,430.      903,620.      MT  (+/- 180 meters Scaled)
 ME1396
 ME1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL966466(NAD 83)
 ME1396
 ME1396                          SUPERSEDED SURVEY CONTROL
 ME1396
 ME1396  NGVD 29 (??/??/92)  207.301  (m)          680.12   (f) ADJ UNCH    2 0
 ME1396
 ME1396.Superseded values are not recommended for survey control.
 ME1396
 ME1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1396.See file dsdata.pdf to determine how the superseded data were derived.
 ME1396
 ME1396_MARKER: DB = BENCH MARK DISK
 ME1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1396_SP_SET: ABUTMENT
 ME1396_STAMPING: R 156 1946
 ME1396_MARK LOGO: CGS
 ME1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1396
 ME1396  HISTORY     - Date     Condition        Report By
 ME1396  HISTORY     - 1946     MONUMENTED       CGS
 ME1396  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1396  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1396
 ME1396                          STATION DESCRIPTION
 ME1396
 ME1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1396'2.2 MI N FROM NEWLAND.
 ME1396'ABOUT 1.8 MILE NORTH ALONG A DIRT ROAD FROM THE CROSS ROADS AT
 ME1396'NEWLAND, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, AT A 50-FOOT
 ME1396'STEEL BRIDGE OVER DAVISSON DITCH, ABOUT 0.3 MILE EAST OF THE
 ME1396'JUNCTION WITH STATE HIGHWAY 49, SET IN THE TOP OF THE SOUTH END
 ME1396'OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE, 9.5 FEET SOUTH OF
 ME1396'THE CENTER LINE OF THE ROAD, 0.5 FOOT SOUTH OF THE SOUTH STEEL
 ME1396'TRUSS, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  THIS MARK IS
 ME1396'ABOUT 0.6 MILE EAST ALONG A PAVED AND GRAVEL ROAD FROM THE T
 ME1396'ROAD JUNCTION AT GIFFORD.  NOTE-- BRIDGE HAS BEEN REPAIRED OR
 ME1396'WIDENED.
 ME1396
 ME1396                          STATION RECOVERY (1968)
 ME1396
 ME1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1396'MARK NOT FOUND.
 ME1396
 ME1396                          STATION RECOVERY (2012)
 ME1396
 ME1396'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1415 ***********************************************************************
 ME1415  DESIGNATION -  R 157
 ME1415  PID         -  ME1415
 ME1415  STATE/COUNTY-  IN/JASPER
 ME1415  COUNTRY     -  US
 ME1415  USGS QUAD   -  PARR (2019)
 ME1415
 ME1415                         *CURRENT SURVEY CONTROL
 ME1415  ______________________________________________________________________
 ME1415* NAD 83(1986) POSITION- 41 00 47.     (N) 087 14 15.     (W)   SCALED
 ME1415* NAVD 88 ORTHO HEIGHT -   210.161 (meters)      689.50  (feet) ADJUSTED
 ME1415  ______________________________________________________________________
 ME1415  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 ME1415  DYNAMIC HEIGHT  -        210.071 (meters)      689.21  (feet) COMP
 ME1415  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME1415
 ME1415  VERT ORDER      -  SECOND    CLASS 0
 ME1415
 ME1415.The horizontal coordinates were scaled from a map and have
 ME1415.an estimated accuracy of +/- 6 seconds.
 ME1415
 ME1415.The orthometric height was determined by differential leveling and
 ME1415.adjusted by the NATIONAL GEODETIC SURVEY
 ME1415.in June 1991.
 ME1415
 ME1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1415.GEOID18 height accuracy estimate available here.
 ME1415
 ME1415.Click photographs - Photos may exist for this station.
 ME1415
 ME1415.The dynamic height is computed by dividing the NAVD 88
 ME1415.geopotential number by the normal gravity value computed on the
 ME1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1415.degrees latitude (g = 980.6199 gals.).
 ME1415
 ME1415.The modeled gravity was interpolated from observed gravity values.
 ME1415
 ME1415;                    North         East    Units  Estimated Accuracy
 ME1415;SPC IN W     -   640,020.      887,030.      MT  (+/- 180 meters Scaled)
 ME1415
 ME1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800402(NAD 83)
 ME1415
 ME1415                          SUPERSEDED SURVEY CONTROL
 ME1415
 ME1415  NGVD 29 (??/??/92)  210.245  (m)          689.78   (f) ADJ UNCH    2 0
 ME1415
 ME1415.Superseded values are not recommended for survey control.
 ME1415
 ME1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1415.See file dsdata.pdf to determine how the superseded data were derived.
 ME1415
 ME1415_MARKER: DB = BENCH MARK DISK
 ME1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1415_STAMPING: R 157 1946
 ME1415_MARK LOGO: CGS
 ME1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1415+STABILITY: SURFACE MOTION
 ME1415
 ME1415  HISTORY     - Date     Condition        Report By
 ME1415  HISTORY     - 1946     MONUMENTED       CGS
 ME1415  HISTORY     - 20080921 POOR             GEOCAC
 ME1415  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1415
 ME1415                          STATION DESCRIPTION
 ME1415
 ME1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1415'2 MI SW FROM PARR.
 ME1415'ABOUT 2.0 MILES WEST AND SOUTH ALONG STATE HIGHWAY 14 FROM THE CROSS
 ME1415'ROADS AT PARR, AT A RIGHT-ANGLE TURN IN THE HIGHWAY AND THE
 ME1415'JUNCTION WITH GRAVEL ROADS LEADING SOUTH AND EAST, 182 FEET NORTH
 ME1415'OF THE CENTER LINE OF A ROAD LEADING EAST, 33 FEET EAST OF THE
 ME1415'CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF A 16-INCH
 ME1415'TWIN-TRUNKED OAK TREE ON THE EAST HIGHWAY RIGHT-OF-WAY, 1 FOOT
 ME1415'WEST OF A FENCE LINE, AND ABOUT LEVEL WITH THE HIGHWAY, SET
 ME1415'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ME1415
 ME1415                          STATION RECOVERY (2008)
 ME1415
 ME1415'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1415'DISK SHEARED OFF
 ME1415
 ME1415                          STATION RECOVERY (2012)
 ME1415
 ME1415'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1174 ***********************************************************************
 MD1174  DESIGNATION -  R 158
 MD1174  PID         -  MD1174
 MD1174  STATE/COUNTY-  IN/ELKHART
 MD1174  COUNTRY     -  US
 MD1174  USGS QUAD   -  MILFORD (2019)
 MD1174
 MD1174                         *CURRENT SURVEY CONTROL
 MD1174  ______________________________________________________________________
 MD1174* NAD 83(1986) POSITION- 41 26 58.     (N) 085 49 42.     (W)   SCALED
 MD1174* NAVD 88 ORTHO HEIGHT -   254.393 (meters)      834.62  (feet) ADJUSTED
 MD1174  ______________________________________________________________________
 MD1174  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 MD1174  DYNAMIC HEIGHT  -        254.294 (meters)      834.30  (feet) COMP
 MD1174  MODELED GRAVITY -    980,225.9   (mgal)                       NAVD 88
 MD1174
 MD1174  VERT ORDER      -  SECOND    CLASS 0
 MD1174
 MD1174.The horizontal coordinates were scaled from a map and have
 MD1174.an estimated accuracy of +/- 6 seconds.
 MD1174
 MD1174.The orthometric height was determined by differential leveling and
 MD1174.adjusted by the NATIONAL GEODETIC SURVEY
 MD1174.in June 1991.
 MD1174
 MD1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1174.GEOID18 height accuracy estimate available here.
 MD1174
 MD1174.Click photographs - Photos may exist for this station.
 MD1174
 MD1174.The dynamic height is computed by dividing the NAVD 88
 MD1174.geopotential number by the normal gravity value computed on the
 MD1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1174.degrees latitude (g = 980.6199 gals.).
 MD1174
 MD1174.The modeled gravity was interpolated from observed gravity values.
 MD1174
 MD1174;                    North         East    Units  Estimated Accuracy
 MD1174;SPC IN E     -   688,480.       86,490.      MT  (+/- 180 meters Scaled)
 MD1174
 MD1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL978893(NAD 83)
 MD1174
 MD1174                          SUPERSEDED SURVEY CONTROL
 MD1174
 MD1174  NGVD 29 (??/??/92)  254.525  (m)          835.05   (f) ADJ UNCH    2 0
 MD1174
 MD1174.Superseded values are not recommended for survey control.
 MD1174
 MD1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1174.See file dsdata.pdf to determine how the superseded data were derived.
 MD1174
 MD1174_MARKER: DB = BENCH MARK DISK
 MD1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1174_SP_SET: ABUTMENT
 MD1174_STAMPING: R 158 1946
 MD1174_MARK LOGO: CGS
 MD1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1174
 MD1174  HISTORY     - Date     Condition        Report By
 MD1174  HISTORY     - 1946     MONUMENTED       CGS
 MD1174  HISTORY     - 1973     MARK NOT FOUND   NGS
 MD1174  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1174
 MD1174                          STATION DESCRIPTION
 MD1174
 MD1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1174'13.6 MI SW FROM LIGONIER.
 MD1174'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1174'LIGONIER, THENCE ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY 6,
 MD1174'ABOUT 0.3 MILE WEST OF A CROSSROADS, ABOUT 200 FEET SOUTHWEST OF
 MD1174'THE SOUTHWEST CORNER OF THE BETHANY CHURCH OF THE BRETHREN, SET
 MD1174'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 9 FOOT
 MD1174'CONCRETE BRIDGE WITH CONCRETE BANISTERS, 16.5 FEET NORTH OF AND
 MD1174'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- MARK MAY
 MD1174'BE REACHED FROM THE NEW YORK CENTRAL RAILROAD STATION AT MILFORD,
 MD1174'KOSCIUSKO COUNTY, BY GOING ABOUT 1.4 MILES NORTH ALONG THE NEW
 MD1174'YORK CENTRAL RAILROAD, THENCE ABOUT 0.85 MILE EAST ALONG U.S.
 MD1174'HIGHWAY 6.
 MD1174
 MD1174                          STATION RECOVERY (1973)
 MD1174
 MD1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MD1174'MARK NOT FOUND.
 MD1174
 MD1174                          STATION RECOVERY (1993)
 MD1174
 MD1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1174'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1252 ***********************************************************************
 LB1252  DESIGNATION -  R 16
 LB1252  PID         -  LB1252
 LB1252  STATE/COUNTY-  IN/NEWTON
 LB1252  COUNTRY     -  US
 LB1252  USGS QUAD   -  KENTLAND (2019)
 LB1252
 LB1252                         *CURRENT SURVEY CONTROL
 LB1252  ______________________________________________________________________
 LB1252* NAD 83(1986) POSITION- 40 46 17.     (N) 087 26 59.     (W)   SCALED
 LB1252* NAVD 88 ORTHO HEIGHT -   206.832 (meters)      678.58  (feet) ADJUSTED
 LB1252  ______________________________________________________________________
 LB1252  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB1252  DYNAMIC HEIGHT  -        206.738 (meters)      678.27  (feet) COMP
 LB1252  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 LB1252
 LB1252  VERT ORDER      -  FIRST     CLASS II
 LB1252
 LB1252.The horizontal coordinates were scaled from a map and have
 LB1252.an estimated accuracy of +/- 6 seconds.
 LB1252
 LB1252.The orthometric height was determined by differential leveling and
 LB1252.adjusted by the NATIONAL GEODETIC SURVEY
 LB1252.in June 1991.
 LB1252
 LB1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1252.GEOID18 height accuracy estimate available here.
 LB1252
 LB1252.Click photographs - Photos may exist for this station.
 LB1252
 LB1252.The dynamic height is computed by dividing the NAVD 88
 LB1252.geopotential number by the normal gravity value computed on the
 LB1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1252.degrees latitude (g = 980.6199 gals.).
 LB1252
 LB1252.The modeled gravity was interpolated from observed gravity values.
 LB1252
 LB1252;                    North         East    Units  Estimated Accuracy
 LB1252;SPC IN W     -   613,240.      869,070.      MT  (+/- 180 meters Scaled)
 LB1252
 LB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620134(NAD 83)
 LB1252
 LB1252                          SUPERSEDED SURVEY CONTROL
 LB1252
 LB1252  NGVD 29 (??/??/92)  206.896  (m)          678.79   (f) ADJ UNCH    1 2
 LB1252
 LB1252.Superseded values are not recommended for survey control.
 LB1252
 LB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1252.See file dsdata.pdf to determine how the superseded data were derived.
 LB1252
 LB1252_MARKER: DB = BENCH MARK DISK
 LB1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1252_STAMPING: R 16 1934
 LB1252_MARK LOGO: CGS
 LB1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1252+STABILITY: SURFACE MOTION
 LB1252
 LB1252  HISTORY     - Date     Condition        Report By
 LB1252  HISTORY     - 1934     MONUMENTED       CGS
 LB1252  HISTORY     - 1946     GOOD             CGS
 LB1252  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1252
 LB1252                          STATION DESCRIPTION
 LB1252
 LB1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1252'AT KENTLAND.
 LB1252'AT KENTLAND, NEWTON COUNTY, 150 YARDS NORTH OF THE NEW YORK
 LB1252'CENTRAL RAILROAD STATION, AT THE CITY PUMP HOUSE, IN THE WEST SIDE
 LB1252'OF THE YARD, 55 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 LB1252'CONCRETE-BLOCK ADDITION TO THE OLD PUMP HOUSE, 57 FEET WEST-NORTHWEST
 LB1252'OF THE SOUTHWEST CORNER, 88.9 FEET NORTH OF AN IRON HYDRANT ON
 LB1252'THE EAST RIGHT-OF-WAY, AND ABOUT ONE FOOT LOWER THAN THE RAIL.
 LB1252'A STANDARD DISK, STAMPED R 16 1934 AND SET IN THE TOP OF A CONCRETE
 LB1252'POST.
 LB1252
 LB1252                          STATION RECOVERY (2018)
 LB1252
 LB1252'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1252'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1060 ***********************************************************************
 MD1060  DESIGNATION -  R 160
 MD1060  PID         -  MD1060
 MD1060  STATE/COUNTY-  IN/KOSCIUSKO
 MD1060  COUNTRY     -  US
 MD1060  USGS QUAD   -  MILFORD (2019)
 MD1060
 MD1060                         *CURRENT SURVEY CONTROL
 MD1060  ______________________________________________________________________
 MD1060* NAD 83(1986) POSITION- 41 24 18.     (N) 085 50 42.     (W)   SCALED
 MD1060* NAVD 88 ORTHO HEIGHT -   254.001 (meters)      833.33  (feet) ADJUSTED
 MD1060  ______________________________________________________________________
 MD1060  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 MD1060  DYNAMIC HEIGHT  -        253.901 (meters)      833.01  (feet) COMP
 MD1060  MODELED GRAVITY -    980,226.5   (mgal)                       NAVD 88
 MD1060
 MD1060  VERT ORDER      -  FIRST     CLASS II
 MD1060
 MD1060.The horizontal coordinates were scaled from a map and have
 MD1060.an estimated accuracy of +/- 6 seconds.
 MD1060
 MD1060.The orthometric height was determined by differential leveling and
 MD1060.adjusted by the NATIONAL GEODETIC SURVEY
 MD1060.in June 1991.
 MD1060
 MD1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1060.GEOID18 height accuracy estimate available here.
 MD1060
 MD1060.Click photographs - Photos may exist for this station.
 MD1060
 MD1060.The dynamic height is computed by dividing the NAVD 88
 MD1060.geopotential number by the normal gravity value computed on the
 MD1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1060.degrees latitude (g = 980.6199 gals.).
 MD1060
 MD1060.The modeled gravity was interpolated from observed gravity values.
 MD1060
 MD1060;                    North         East    Units  Estimated Accuracy
 MD1060;SPC IN E     -   683,550.       85,090.      MT  (+/- 180 meters Scaled)
 MD1060
 MD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965843(NAD 83)
 MD1060
 MD1060                          SUPERSEDED SURVEY CONTROL
 MD1060
 MD1060  NGVD 29 (??/??/92)  254.136  (m)          833.78   (f) ADJ UNCH    1 2
 MD1060
 MD1060.Superseded values are not recommended for survey control.
 MD1060
 MD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1060.See file dsdata.pdf to determine how the superseded data were derived.
 MD1060
 MD1060_MARKER: DB = BENCH MARK DISK
 MD1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1060_SP_SET: BRIDGE ABUTMENT
 MD1060_STAMPING: R 160 1946
 MD1060_MARK LOGO: CGS
 MD1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1060+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 MD1060
 MD1060  HISTORY     - Date     Condition        Report By
 MD1060  HISTORY     - 1946     MONUMENTED       CGS
 MD1060  HISTORY     - 1983     GOOD             USACE
 MD1060  HISTORY     - 19930108 GOOD             NGS
 MD1060  HISTORY     - 19970612 GOOD             USPSQD
 MD1060  HISTORY     - 20090528 GOOD             INDIV
 MD1060
 MD1060                          STATION DESCRIPTION
 MD1060
 MD1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1060'0.4 MI S FROM MILFORD.
 MD1060'0.45 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1060'STATION AT MILFORD, 4 RAILS SOUTH OF MILE POST 68, SET IN THE TOP
 MD1060'OF THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 138, 6.3 FEET
 MD1060'WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE TRACK, AND SET IN A
 MD1060'DRILL HOLE.
 MD1060
 MD1060                          STATION RECOVERY (1983)
 MD1060
 MD1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1060'RECOVERED IN GOOD CONDITION.
 MD1060
 MD1060                          STATION RECOVERY (1993)
 MD1060
 MD1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1060'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 MD1060'MILFORD, THENCE 0.1 KM (0.05 MI) EAST ALONG FOURTH STREET, THENCE 0.7
 MD1060'KM (0.45 MI) SOUTHERLY ALONG THE CONRAIL RAILROAD, IN TOP OF AND 0.3 M
 MD1060'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 MD1060'RAILROAD BRIDGE SPANNING TURKEY CREEK, 2.0 M (6.6 FT) WEST OF THE NEAR
 MD1060'RAIL, 0.3 M (1.0 FT) NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND 0.3
 MD1060'M (1.0 FT) BELOW THE LEVEL OF THE RAIL.
 MD1060
 MD1060                          STATION RECOVERY (1997)
 MD1060
 MD1060'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1060'RECOVERED IN GOOD CONDITION.
 MD1060
 MD1060                          STATION RECOVERY (2009)
 MD1060
 MD1060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 MD1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0741 ***********************************************************************
 MD0741  DESIGNATION -  R 161
 MD0741  PID         -  MD0741
 MD0741  STATE/COUNTY-  IN/NOBLE
 MD0741  COUNTRY     -  US
 MD0741  USGS QUAD   -  ALBION (2019)
 MD0741
 MD0741                         *CURRENT SURVEY CONTROL
 MD0741  ______________________________________________________________________
 MD0741* NAD 83(1986) POSITION- 41 27 25.     (N) 085 27 41.     (W)   SCALED
 MD0741* NAVD 88 ORTHO HEIGHT -   278.459 (meters)      913.58  (feet) ADJUSTED
 MD0741  ______________________________________________________________________
 MD0741  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 MD0741  DYNAMIC HEIGHT  -        278.345 (meters)      913.20  (feet) COMP
 MD0741  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 MD0741
 MD0741  VERT ORDER      -  SECOND    CLASS 0
 MD0741
 MD0741.The horizontal coordinates were scaled from a map and have
 MD0741.an estimated accuracy of +/- 6 seconds.
 MD0741
 MD0741.The orthometric height was determined by differential leveling and
 MD0741.adjusted by the NATIONAL GEODETIC SURVEY
 MD0741.in June 1991.
 MD0741
 MD0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0741.GEOID18 height accuracy estimate available here.
 MD0741
 MD0741.Click photographs - Photos may exist for this station.
 MD0741
 MD0741.The dynamic height is computed by dividing the NAVD 88
 MD0741.geopotential number by the normal gravity value computed on the
 MD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0741.degrees latitude (g = 980.6199 gals.).
 MD0741
 MD0741.The modeled gravity was interpolated from observed gravity values.
 MD0741
 MD0741;                    North         East    Units  Estimated Accuracy
 MD0741;SPC IN E     -   689,320.      117,150.      MT  (+/- 180 meters Scaled)
 MD0741
 MD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285906(NAD 83)
 MD0741
 MD0741                          SUPERSEDED SURVEY CONTROL
 MD0741
 MD0741  NGVD 29 (??/??/92)  278.594  (m)          914.02   (f) ADJ UNCH    2 0
 MD0741
 MD0741.Superseded values are not recommended for survey control.
 MD0741
 MD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0741.See file dsdata.pdf to determine how the superseded data were derived.
 MD0741
 MD0741_MARKER: DB = BENCH MARK DISK
 MD0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0741_SP_SET: ABUTMENT
 MD0741_STAMPING: R 161 1946
 MD0741_MARK LOGO: CGS
 MD0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0741
 MD0741  HISTORY     - Date     Condition        Report By
 MD0741  HISTORY     - 1946     MONUMENTED       CGS
 MD0741  HISTORY     - 1963     GOOD             CGS
 MD0741
 MD0741                          STATION DESCRIPTION
 MD0741
 MD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0741'1 MI E FROM WAWAKA.
 MD0741'ABOUT 1.0 MILES E ALONG NO. 6 U.S. HWY. FROM THE CROSSROADS IN
 MD0741'WAWAKA AND TURN LEFT, THENCE 0.3 MILE N ALONG NO. 200 W COUNTY
 MD0741'ROAD TO R.R. BRIDGE OVER THE ROAD AND MARK ON RIGHT, IN THE TOP
 MD0741'OF S END OF SECOND LAYER OF STONE ABOVE THE BRIDGE SEAT OF THE
 MD0741'E ABUTMENT OF 45-FOOT STEEL BRIDGE OF THE NEW YORK CENTRAL RAILROAD,
 MD0741'6.4 FEET S OF S RAIL OF MAIN LINE DOUBLE TRACKS, AND 2.7 FEET
 MD0741'LOWER THAN TOP OF SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0865 ***********************************************************************
 MD0865  DESIGNATION -  R 162
 MD0865  PID         -  MD0865
 MD0865  STATE/COUNTY-  IN/DE KALB
 MD0865  COUNTRY     -  US
 MD0865  USGS QUAD   -  AUBURN (2019)
 MD0865
 MD0865                         *CURRENT SURVEY CONTROL
 MD0865  ______________________________________________________________________
 MD0865* NAD 83(1986) POSITION- 41 22 00.     (N) 085 06 01.     (W)   SCALED
 MD0865* NAVD 88 ORTHO HEIGHT -   267.506 (meters)      877.64  (feet) ADJUSTED
 MD0865  ______________________________________________________________________
 MD0865  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 MD0865  DYNAMIC HEIGHT  -        267.398 (meters)      877.29  (feet) COMP
 MD0865  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 MD0865
 MD0865  VERT ORDER      -  SECOND    CLASS 0
 MD0865
 MD0865.The horizontal coordinates were scaled from a map and have
 MD0865.an estimated accuracy of +/- 6 seconds.
 MD0865
 MD0865.The orthometric height was determined by differential leveling and
 MD0865.adjusted by the NATIONAL GEODETIC SURVEY
 MD0865.in June 1991.
 MD0865
 MD0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0865.GEOID18 height accuracy estimate available here.
 MD0865
 MD0865.Click photographs - Photos may exist for this station.
 MD0865
 MD0865.The dynamic height is computed by dividing the NAVD 88
 MD0865.geopotential number by the normal gravity value computed on the
 MD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0865.degrees latitude (g = 980.6199 gals.).
 MD0865
 MD0865.The modeled gravity was interpolated from observed gravity values.
 MD0865
 MD0865;                    North         East    Units  Estimated Accuracy
 MD0865;SPC IN E     -   679,430.      147,390.      MT  (+/- 180 meters Scaled)
 MD0865
 MD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL588812(NAD 83)
 MD0865
 MD0865                          SUPERSEDED SURVEY CONTROL
 MD0865
 MD0865  NGVD 29 (??/??/92)  267.65   (m)          878.1    (f) COMPUTED    2 0
 MD0865
 MD0865.Superseded values are not recommended for survey control.
 MD0865
 MD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0865.See file dsdata.pdf to determine how the superseded data were derived.
 MD0865
 MD0865_MARKER: DB = BENCH MARK DISK
 MD0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0865_SP_SET: ABUTMENT
 MD0865_STAMPING: R 162 1946
 MD0865_MARK LOGO: CGS
 MD0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0865
 MD0865  HISTORY     - Date     Condition        Report By
 MD0865  HISTORY     - 1946     MONUMENTED       CGS
 MD0865  HISTORY     - 1972     GOOD             NGS
 MD0865
 MD0865                          STATION DESCRIPTION
 MD0865
 MD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0865'1.9 MI W FROM AUBURN.
 MD0865'1.9 MILES WEST ALONG STATE HIGHWAY 8 AND U.S. HIGHWAY 27 FROM
 MD0865'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AT AUBURN, 0.1 MILE
 MD0865'WEST OF A CROSS ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST
 MD0865'ABUTMENT OF A 43 FOOT CONCRETE BRIDGE, 14 FEET NORTH OF THE
 MD0865'CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF THE CONCRETE
 MD0865'BANISTER, ABOUT 0.3 FOOT ABOVE THE BRIDGE FLOOR, AND SET IN A
 MD0865'DRILL HOLE.
 MD0865
 MD0865                          STATION RECOVERY (1972)
 MD0865
 MD0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MD0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0866 ***********************************************************************
 MD0866  DESIGNATION -  R 162 RESET
 MD0866  PID         -  MD0866
 MD0866  STATE/COUNTY-  IN/DE KALB
 MD0866  COUNTRY     -  US
 MD0866  USGS QUAD   -  AUBURN (2019)
 MD0866
 MD0866                         *CURRENT SURVEY CONTROL
 MD0866  ______________________________________________________________________
 MD0866* NAD 83(1986) POSITION- 41 22 00.     (N) 085 06 01.     (W)   SCALED
 MD0866* NAVD 88 ORTHO HEIGHT -   267.73  (meters)      878.4   (feet) RESET
 MD0866  ______________________________________________________________________
 MD0866  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 MD0866  VERT ORDER      -  THIRD
 MD0866
 MD0866.The horizontal coordinates were scaled from a map and have
 MD0866.an estimated accuracy of +/- 6 seconds.
 MD0866
 MD0866.The orthometric height was computed from unverified reset data.
 MD0866
 MD0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0866.GEOID18 height accuracy estimate available here.
 MD0866
 MD0866.Click photographs - Photos may exist for this station.
 MD0866
 MD0866;                    North         East    Units  Estimated Accuracy
 MD0866;SPC IN E     -   679,430.      147,390.      MT  (+/- 180 meters Scaled)
 MD0866
 MD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL588812(NAD 83)
 MD0866
 MD0866                          SUPERSEDED SURVEY CONTROL
 MD0866
 MD0866  NGVD 29 (??/??/??)  267.88   (m)          878.9    (f) RESET       3  
 MD0866
 MD0866.Superseded values are not recommended for survey control.
 MD0866
 MD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0866.See file dsdata.pdf to determine how the superseded data were derived.
 MD0866
 MD0866_MARKER: DB = BENCH MARK DISK
 MD0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0866_SP_SET: BRIDGE
 MD0866_STAMPING: R 162 RESET 1960
 MD0866_MARK LOGO: CGS
 MD0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0866
 MD0866  HISTORY     - Date     Condition        Report By
 MD0866  HISTORY     - 1960     MONUMENTED       CGS
 MD0866  HISTORY     - 1962     GOOD             CGS
 MD0866
 MD0866                          STATION DESCRIPTION
 MD0866
 MD0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0866'2.4 MI W FROM AUBURN.
 MD0866'ABOUT 2.4 MILES W ALONG NO. 8 INDIANA AND 27 U.S. HIGHWAYS FROM
 MD0866'THE NW CORNER OF THE COURTHOUSE SQUARE IN AUBURN, SET IN A DRILL
 MD0866'HOLE 3.0 FEET E OF W END OF THE N 45-FOOT CURB OF A 43-FOOT
 MD0866'CONCRETE BRIDGE, 20-1/2 FEET N OF CENTER LINE OF 20-FOOT HWY.
 MD0866'PAVEMENT, AND 0.7 FOOT HIGHER THAN SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0929 ***********************************************************************
 MD0929  DESIGNATION -  R 163 RESET
 MD0929  PID         -  MD0929
 MD0929  STATE/COUNTY-  IN/NOBLE
 MD0929  COUNTRY     -  US
 MD0929  USGS QUAD   -  ALBION (2019)
 MD0929
 MD0929                         *CURRENT SURVEY CONTROL
 MD0929  ______________________________________________________________________
 MD0929* NAD 83(1986) POSITION- 41 26 18.     (N) 085 25 23.     (W)   SCALED
 MD0929* NAVD 88 ORTHO HEIGHT -   283.26  (meters)      929.3   (feet) RESET
 MD0929  ______________________________________________________________________
 MD0929  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 MD0929  VERT ORDER      -  THIRD
 MD0929
 MD0929.The horizontal coordinates were scaled from a map and have
 MD0929.an estimated accuracy of +/- 6 seconds.
 MD0929
 MD0929.The orthometric height was computed from unverified reset data.
 MD0929
 MD0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0929.GEOID18 height accuracy estimate available here.
 MD0929
 MD0929.Click photographs - Photos may exist for this station.
 MD0929
 MD0929;                    North         East    Units  Estimated Accuracy
 MD0929;SPC IN E     -   687,270.      120,360.      MT  (+/- 180 meters Scaled)
 MD0929
 MD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317886(NAD 83)
 MD0929
 MD0929                          SUPERSEDED SURVEY CONTROL
 MD0929
 MD0929  NGVD 29 (??/??/??)  283.40   (m)          929.8    (f) RESET       3  
 MD0929
 MD0929.Superseded values are not recommended for survey control.
 MD0929
 MD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0929.See file dsdata.pdf to determine how the superseded data were derived.
 MD0929
 MD0929_MARKER: DB = BENCH MARK DISK
 MD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0929_STAMPING: R 163 RESET 1966
 MD0929_MARK LOGO: CGS
 MD0929_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0929+STABILITY: SURFACE MOTION
 MD0929
 MD0929  HISTORY     - Date     Condition        Report By
 MD0929  HISTORY     - 1966     MONUMENTED       CGS
 MD0929
 MD0929                          STATION DESCRIPTION
 MD0929
 MD0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0929'3 MI N FROM ALBION.
 MD0929'3.0 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE AT
 MD0929'ALBION, ABOUT 1.0 SOUTH OF U.S. HIGHWAY 6, IN THE NORTHWEST
 MD0929'ANGLE OF STATE HIGHWAY 9 AND COUNTY ROUTE 600N, 69 FEET NORTH
 MD0929'OF THE CENTER OF COUNTY ROUTE 600N, 50 FEET WEST OF THE CENTER
 MD0929'OF STATE HIGHWAY 9, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 MD0929'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 MD0929'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0938 ***********************************************************************
 MD0938  DESIGNATION -  R 164
 MD0938  PID         -  MD0938
 MD0938  STATE/COUNTY-  IN/NOBLE
 MD0938  COUNTRY     -  US
 MD0938  USGS QUAD   -  MERRIAM (2019)
 MD0938
 MD0938                         *CURRENT SURVEY CONTROL
 MD0938  ______________________________________________________________________
 MD0938* NAD 83(1986) POSITION- 41 17 16.     (N) 085 26 04.     (W)   SCALED
 MD0938* NAVD 88 ORTHO HEIGHT -   286.229 (meters)      939.07  (feet) ADJUSTED
 MD0938  ______________________________________________________________________
 MD0938  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 MD0938  DYNAMIC HEIGHT  -        286.116 (meters)      938.70  (feet) COMP
 MD0938  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 MD0938
 MD0938  VERT ORDER      -  SECOND    CLASS 0
 MD0938
 MD0938.The horizontal coordinates were scaled from a map and have
 MD0938.an estimated accuracy of +/- 6 seconds.
 MD0938
 MD0938.The orthometric height was determined by differential leveling and
 MD0938.adjusted by the NATIONAL GEODETIC SURVEY
 MD0938.in June 1991.
 MD0938
 MD0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0938.GEOID18 height accuracy estimate available here.
 MD0938
 MD0938.Click photographs - Photos may exist for this station.
 MD0938
 MD0938.The dynamic height is computed by dividing the NAVD 88
 MD0938.geopotential number by the normal gravity value computed on the
 MD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0938.degrees latitude (g = 980.6199 gals.).
 MD0938
 MD0938.The modeled gravity was interpolated from observed gravity values.
 MD0938
 MD0938;                    North         East    Units  Estimated Accuracy
 MD0938;SPC IN E     -   670,540.      119,450.      MT  (+/- 180 meters Scaled)
 MD0938
 MD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL310718(NAD 83)
 MD0938
 MD0938                          SUPERSEDED SURVEY CONTROL
 MD0938
 MD0938  NGVD 29 (??/??/92)  286.377  (m)          939.56   (f) ADJ UNCH    2 0
 MD0938
 MD0938.Superseded values are not recommended for survey control.
 MD0938
 MD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0938.See file dsdata.pdf to determine how the superseded data were derived.
 MD0938
 MD0938_MARKER: DB = BENCH MARK DISK
 MD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0938_STAMPING: R 164 1946
 MD0938_MARK LOGO: CGS
 MD0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0938+STABILITY: SURFACE MOTION
 MD0938
 MD0938  HISTORY     - Date     Condition        Report By
 MD0938  HISTORY     - 1946     MONUMENTED       CGS
 MD0938  HISTORY     - 1961     GOOD             CGS
 MD0938
 MD0938                          STATION DESCRIPTION
 MD0938
 MD0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0938'AT MERRIAM.
 MD0938'ABOUT 103 YARDS NW OF INTERSECTION OF CENTER LINES OF NOS. 33
 MD0938'U.S. AND 9 INDIANA HIGHWAYS, 54 FEET NW OF W CORNER OF STORE
 MD0938'AND SERVICE STATION, 26 FEET NE OF CENTER LINE OF 26-FOOT
 MD0938'ASPHALT HWY. PAVEMENT, 0.3 FOOT HIGHER THAN SAME, 5.5 FEET NW
 MD0938'OF NO. 63/974 POWER POLE, ONE FOOT SW OF A FENCE, AND PROJECTING
 MD0938'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1153 ***********************************************************************
 MD1153  DESIGNATION -  R 165
 MD1153  PID         -  MD1153
 MD1153  STATE/COUNTY-  IN/WHITLEY
 MD1153  COUNTRY     -  US
 MD1153  USGS QUAD   -  LORANE (2019)
 MD1153
 MD1153                         *CURRENT SURVEY CONTROL
 MD1153  ______________________________________________________________________
 MD1153* NAD 83(1986) POSITION- 41 14 07.     (N) 085 33 27.     (W)   SCALED
 MD1153* NAVD 88 ORTHO HEIGHT -   283.620 (meters)      930.51  (feet) ADJUSTED
 MD1153  ______________________________________________________________________
 MD1153  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 MD1153  DYNAMIC HEIGHT  -        283.506 (meters)      930.14  (feet) COMP
 MD1153  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 MD1153
 MD1153  VERT ORDER      -  SECOND    CLASS 0
 MD1153
 MD1153.The horizontal coordinates were scaled from a map and have
 MD1153.an estimated accuracy of +/- 6 seconds.
 MD1153
 MD1153.The orthometric height was determined by differential leveling and
 MD1153.adjusted by the NATIONAL GEODETIC SURVEY
 MD1153.in June 1991.
 MD1153
 MD1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1153.GEOID18 height accuracy estimate available here.
 MD1153
 MD1153.Click photographs - Photos may exist for this station.
 MD1153
 MD1153.The dynamic height is computed by dividing the NAVD 88
 MD1153.geopotential number by the normal gravity value computed on the
 MD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1153.degrees latitude (g = 980.6199 gals.).
 MD1153
 MD1153.The modeled gravity was interpolated from observed gravity values.
 MD1153
 MD1153;                    North         East    Units  Estimated Accuracy
 MD1153;SPC IN E     -   664,690.      109,150.      MT  (+/- 180 meters Scaled)
 MD1153
 MD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL208658(NAD 83)
 MD1153
 MD1153                          SUPERSEDED SURVEY CONTROL
 MD1153
 MD1153  NGVD 29 (??/??/92)  283.764  (m)          930.98   (f) ADJ UNCH    2 0
 MD1153
 MD1153.Superseded values are not recommended for survey control.
 MD1153
 MD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1153.See file dsdata.pdf to determine how the superseded data were derived.
 MD1153
 MD1153_MARKER: DB = BENCH MARK DISK
 MD1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1153_STAMPING: R 165 1946
 MD1153_MARK LOGO: CGS
 MD1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1153+STABILITY: SURFACE MOTION
 MD1153
 MD1153  HISTORY     - Date     Condition        Report By
 MD1153  HISTORY     - 1946     MONUMENTED       CGS
 MD1153  HISTORY     - 1961     GOOD             CGS
 MD1153
 MD1153                          STATION DESCRIPTION
 MD1153
 MD1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1153'2 MI N FROM LORAIN.
 MD1153'ABOUT 2.0 MILES N ALONG NO. 350 W FROM LORAIN CROSSROADS, OR
 MD1153'3.25 MILES SOUTHERLY ALONG ETNA ROAD FROM THE CROSSROADS VILLAGE OF
 MD1153'ETNA, AT A TURN IN THE 18-FOOT ASPHALT ROAD, 57 FEET S OF A
 MD1153'FENCE CORNER, 36 FEET S OF THE PROJECTED CENTER LINE OF W
 MD1153'TANGENT, 22 FEET E OF CENTER LINE OF S TANGENT, ABOUT LEVEL WITH
 MD1153'SAME, ONE FOOT W OF FENCE, ABOUT 2 FEET N OF STEEL WITNESS POST,
 MD1153'AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0037 ***********************************************************************
 ME0037  DESIGNATION -  R 167
 ME0037  PID         -  ME0037
 ME0037  STATE/COUNTY-  IN/ST JOSEPH
 ME0037  COUNTRY     -  US
 ME0037  USGS QUAD   -  LAKEVILLE (2019)
 ME0037
 ME0037                         *CURRENT SURVEY CONTROL
 ME0037  ______________________________________________________________________
 ME0037* NAD 83(1986) POSITION- 41 35 50.     (N) 086 15 31.     (W)   SCALED
 ME0037* NAVD 88 ORTHO HEIGHT -   263.103 (meters)      863.20  (feet) ADJUSTED
 ME0037  ______________________________________________________________________
 ME0037  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 ME0037  DYNAMIC HEIGHT  -        262.998 (meters)      862.85  (feet) COMP
 ME0037  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 ME0037
 ME0037  VERT ORDER      -  SECOND    CLASS 0
 ME0037
 ME0037.The horizontal coordinates were scaled from a map and have
 ME0037.an estimated accuracy of +/- 6 seconds.
 ME0037
 ME0037.The orthometric height was determined by differential leveling and
 ME0037.adjusted by the NATIONAL GEODETIC SURVEY
 ME0037.in June 1991.
 ME0037
 ME0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0037.GEOID18 height accuracy estimate available here.
 ME0037
 ME0037.Click photographs - Photos may exist for this station.
 ME0037
 ME0037.The dynamic height is computed by dividing the NAVD 88
 ME0037.geopotential number by the normal gravity value computed on the
 ME0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0037.degrees latitude (g = 980.6199 gals.).
 ME0037
 ME0037.The modeled gravity was interpolated from observed gravity values.
 ME0037
 ME0037;                    North         East    Units  Estimated Accuracy
 ME0037;SPC IN E     -   705,050.       50,650.      MT  (+/- 180 meters Scaled)
 ME0037
 ME0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM617053(NAD 83)
 ME0037
 ME0037                          SUPERSEDED SURVEY CONTROL
 ME0037
 ME0037  NGVD 29 (??/??/92)  263.214  (m)          863.56   (f) ADJ UNCH    2 0
 ME0037
 ME0037.Superseded values are not recommended for survey control.
 ME0037
 ME0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0037.See file dsdata.pdf to determine how the superseded data were derived.
 ME0037
 ME0037_MARKER: DB = BENCH MARK DISK
 ME0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0037_SP_SET: FOUNDATION
 ME0037_STAMPING: R 167 1946
 ME0037_MARK LOGO: CGS
 ME0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0037
 ME0037  HISTORY     - Date     Condition        Report By
 ME0037  HISTORY     - 1946     MONUMENTED       CGS
 ME0037  HISTORY     - 1990     GOOD             USPSQD
 ME0037  HISTORY     - 20060309 MARK NOT FOUND   INDIV
 ME0037
 ME0037                          STATION DESCRIPTION
 ME0037
 ME0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0037'5.3 MI S FROM SOUTH BEND.
 ME0037'ABOUT 5.3 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE ST. JOSEPH
 ME0037'BANK AND TRUST CO. AT SOUTH BEND, AT THE CENTER TOWNSHIP SCHOOL,
 ME0037'IN THE EAST FACE OF THE CONCRETE FOUNDATION, 12.5 FEET SOUTH
 ME0037'OF THE NORTHEAST CORNER, AND 1.1 FEET ABOVE GROUND.
 ME0037
 ME0037                          STATION RECOVERY (1990)
 ME0037
 ME0037'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0037'RECOVERED IN GOOD CONDITION.
 ME0037
 ME0037                          STATION RECOVERY (2006)
 ME0037
 ME0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0037'BUILDING IS NOW THE SOUTH SIDE ASSEMBLY OF GOD.  EAST SIDE HAS A NEW
 ME0037'ADDITION THAT COVERS THE DESCRIBED LOCATION OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0170 ***********************************************************************
 ME0170  DESIGNATION -  R 168
 ME0170  PID         -  ME0170
 ME0170  STATE/COUNTY-  IN/ST JOSEPH
 ME0170  COUNTRY     -  US
 ME0170  USGS QUAD   -  BREMEN (2019)
 ME0170
 ME0170                         *CURRENT SURVEY CONTROL
 ME0170  ______________________________________________________________________
 ME0170* NAD 83(1986) POSITION- 41 28 45.     (N) 086 09 21.     (W)   SCALED
 ME0170* NAVD 88 ORTHO HEIGHT -   251.269 (meters)      824.37  (feet) ADJUSTED
 ME0170  ______________________________________________________________________
 ME0170  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 ME0170  DYNAMIC HEIGHT  -        251.164 (meters)      824.03  (feet) COMP
 ME0170  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 ME0170
 ME0170  VERT ORDER      -  SECOND    CLASS 0
 ME0170
 ME0170.The horizontal coordinates were scaled from a map and have
 ME0170.an estimated accuracy of +/- 6 seconds.
 ME0170
 ME0170.The orthometric height was determined by differential leveling and
 ME0170.adjusted by the NATIONAL GEODETIC SURVEY
 ME0170.in June 1991.
 ME0170
 ME0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0170.GEOID18 height accuracy estimate available here.
 ME0170
 ME0170.Click photographs - Photos may exist for this station.
 ME0170
 ME0170.The dynamic height is computed by dividing the NAVD 88
 ME0170.geopotential number by the normal gravity value computed on the
 ME0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0170.degrees latitude (g = 980.6199 gals.).
 ME0170
 ME0170.The modeled gravity was interpolated from observed gravity values.
 ME0170
 ME0170;                    North         East    Units  Estimated Accuracy
 ME0170;SPC IN E     -   691,890.       59,150.      MT  (+/- 180 meters Scaled)
 ME0170
 ME0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL704922(NAD 83)
 ME0170
 ME0170                          SUPERSEDED SURVEY CONTROL
 ME0170
 ME0170  NGVD 29 (??/??/92)  251.385  (m)          824.75   (f) ADJ UNCH    2 0
 ME0170
 ME0170.Superseded values are not recommended for survey control.
 ME0170
 ME0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0170.See file dsdata.pdf to determine how the superseded data were derived.
 ME0170
 ME0170_MARKER: DB = BENCH MARK DISK
 ME0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0170_STAMPING: R 168 1946
 ME0170_MARK LOGO: CGS
 ME0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0170+STABILITY: SURFACE MOTION
 ME0170
 ME0170  HISTORY     - Date     Condition        Report By
 ME0170  HISTORY     - 1946     MONUMENTED       CGS
 ME0170  HISTORY     - 1988     GOOD             USPSQD
 ME0170
 ME0170                          STATION DESCRIPTION
 ME0170
 ME0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0170'2.7 MI N FROM BREMEN.
 ME0170'IN ST. JOSEPH COUNTY, ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY
 ME0170'331 FROM THE BREMEN STATE BANK AT BREMEN, MARSHALL COUNTY, ABOUT 3.3
 ME0170'MILES SOUTH OF THE POST OFFICE AT WYATT, ABOUT 1.1 MILES SOUTH
 ME0170'OF THE MADISON EVANGELICAL CHURCH, IN THE NORTHEAST ANGLE OF THE
 ME0170'JUNCTION WITH TYLER ROAD (ST. JOSEPH-MARSHALL COUNTY LINE) LEADING
 ME0170'EAST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET
 ME0170'NORTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET NORTH OF POWER
 ME0170'POLE 272/582, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, ABOUT
 ME0170'1-1/2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 ME0170'POST PROJECTING ABOUT 6 INCHES.
 ME0170
 ME0170                          STATION RECOVERY (1988)
 ME0170
 ME0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0178 ***********************************************************************
 ME0178  DESIGNATION -  R 169
 ME0178  PID         -  ME0178
 ME0178  STATE/COUNTY-  IN/MARSHALL
 ME0178  COUNTRY     -  US
 ME0178  USGS QUAD   -  BREMEN (2019)
 ME0178
 ME0178                         *CURRENT SURVEY CONTROL
 ME0178  ______________________________________________________________________
 ME0178* NAD 83(1986) POSITION- 41 24 21.     (N) 086 13 05.     (W)   SCALED
 ME0178* NAVD 88 ORTHO HEIGHT -   249.367 (meters)      818.13  (feet) ADJUSTED
 ME0178  ______________________________________________________________________
 ME0178  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 ME0178  DYNAMIC HEIGHT  -        249.263 (meters)      817.79  (feet) COMP
 ME0178  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 ME0178
 ME0178  VERT ORDER      -  SECOND    CLASS 0
 ME0178
 ME0178.The horizontal coordinates were scaled from a map and have
 ME0178.an estimated accuracy of +/- 6 seconds.
 ME0178
 ME0178.The orthometric height was determined by differential leveling and
 ME0178.adjusted by the NATIONAL GEODETIC SURVEY
 ME0178.in June 1991.
 ME0178
 ME0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0178.GEOID18 height accuracy estimate available here.
 ME0178
 ME0178.Click photographs - Photos may exist for this station.
 ME0178
 ME0178.The dynamic height is computed by dividing the NAVD 88
 ME0178.geopotential number by the normal gravity value computed on the
 ME0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0178.degrees latitude (g = 980.6199 gals.).
 ME0178
 ME0178.The modeled gravity was interpolated from observed gravity values.
 ME0178
 ME0178;                    North         East    Units  Estimated Accuracy
 ME0178;SPC IN E     -   683,770.       53,900.      MT  (+/- 180 meters Scaled)
 ME0178
 ME0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653841(NAD 83)
 ME0178
 ME0178                          SUPERSEDED SURVEY CONTROL
 ME0178
 ME0178  NGVD 29 (??/??/92)  249.482  (m)          818.51   (f) ADJ UNCH    2 0
 ME0178
 ME0178.Superseded values are not recommended for survey control.
 ME0178
 ME0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0178.See file dsdata.pdf to determine how the superseded data were derived.
 ME0178
 ME0178_MARKER: DB = BENCH MARK DISK
 ME0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0178_STAMPING: R 169 1946
 ME0178_MARK LOGO: CGS
 ME0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0178+STABILITY: SURFACE MOTION
 ME0178
 ME0178  HISTORY     - Date     Condition        Report By
 ME0178  HISTORY     - 1946     MONUMENTED       CGS
 ME0178
 ME0178                          STATION DESCRIPTION
 ME0178
 ME0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0178'5.3 MI W FROM MUNCIE CORNER.
 ME0178'ABOUT 3.3 MILES WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0178'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, THENCE ABOUT 1.2 MILES
 ME0178'WEST ALONG A GRADED ROAD, AND THENCE ABOUT 0.8 MILE WEST ALONG A
 ME0178'TRAIL ABOUT 0.9 MILE WEST OF A COUNTY CEMETERY, AT THE JUNCTION WITH
 ME0178'A BLACK-TOP ROAD, AT THE SOUTHWEST END OF AN S-CURVE IN THE
 ME0178'BLACK-TOP ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE TRAIL,
 ME0178'19 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD
 ME0178'NORTH, 5.5 FEET NORTH OF A STEEL-RAIL CORNER FENCE POST, 1.5 FEET
 ME0178'WEST OF THE FENCE, ABOUT 1 FOOT HIGHER THAN THE TRAIL, AND IN THE
 ME0178'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1161 ***********************************************************************
 ME1161  DESIGNATION -  R 17
 ME1161  PID         -  ME1161
 ME1161  STATE/COUNTY-  IN/LAKE
 ME1161  COUNTRY     -  US
 ME1161  USGS QUAD   -  SAINT JOHN (2019)
 ME1161
 ME1161                         *CURRENT SURVEY CONTROL
 ME1161  ______________________________________________________________________
 ME1161* NAD 83(1986) POSITION- 41 26 41.     (N) 087 27 56.     (W)   SCALED
 ME1161* NAVD 88 ORTHO HEIGHT -   213.103 (meters)      699.16  (feet) ADJUSTED
 ME1161  ______________________________________________________________________
 ME1161  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 ME1161  DYNAMIC HEIGHT  -        213.018 (meters)      698.88  (feet) COMP
 ME1161  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 ME1161
 ME1161  VERT ORDER      -  FIRST     CLASS II
 ME1161
 ME1161.The horizontal coordinates were scaled from a map and have
 ME1161.an estimated accuracy of +/- 6 seconds.
 ME1161
 ME1161.The orthometric height was determined by differential leveling and
 ME1161.adjusted by the NATIONAL GEODETIC SURVEY
 ME1161.in June 1991.
 ME1161
 ME1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1161.GEOID18 height accuracy estimate available here.
 ME1161
 ME1161.Click photographs - Photos may exist for this station.
 ME1161
 ME1161.The dynamic height is computed by dividing the NAVD 88
 ME1161.geopotential number by the normal gravity value computed on the
 ME1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1161.degrees latitude (g = 980.6199 gals.).
 ME1161
 ME1161.The modeled gravity was interpolated from observed gravity values.
 ME1161
 ME1161;                    North         East    Units  Estimated Accuracy
 ME1161;SPC IN W     -   688,020.      868,060.      MT  (+/- 180 meters Scaled)
 ME1161
 ME1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL611882(NAD 83)
 ME1161
 ME1161                          SUPERSEDED SURVEY CONTROL
 ME1161
 ME1161  NGVD 29 (??/??/92)  213.192  (m)          699.45   (f) ADJ UNCH    1 2
 ME1161
 ME1161.Superseded values are not recommended for survey control.
 ME1161
 ME1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1161.See file dsdata.pdf to determine how the superseded data were derived.
 ME1161
 ME1161_MARKER: DB = BENCH MARK DISK
 ME1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1161_STAMPING: R 17 1934
 ME1161_MARK LOGO: CGS
 ME1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1161+STABILITY: SURFACE MOTION
 ME1161
 ME1161  HISTORY     - Date     Condition        Report By
 ME1161  HISTORY     - 1934     MONUMENTED       CGS
 ME1161  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1161  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1161
 ME1161                          STATION DESCRIPTION
 ME1161
 ME1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1161'AT ST JOHN.
 ME1161'AT ST. JOHN, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 56
 ME1161'FEET EAST ACROSS THE TRACK FROM THE STATION, 35 YARDS SOUTH OF
 ME1161'A CONCRETE-ROAD CROSSING, 16.1 FEET EAST OF THE EAST RAIL OF THE
 ME1161'NORTH-BOUND TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A
 ME1161'STANDARD DISK, STAMPED R 17 1934 AND SET IN THE TOP OF A CONCRETE
 ME1161'POST.
 ME1161
 ME1161                          STATION RECOVERY (1990)
 ME1161
 ME1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1161'MARK NOT FOUND.
 ME1161
 ME1161                          STATION RECOVERY (2021)
 ME1161
 ME1161'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1161'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0022 ***********************************************************************
 ME0022  DESIGNATION -  R 170
 ME0022  PID         -  ME0022
 ME0022  STATE/COUNTY-  IN/ST JOSEPH
 ME0022  COUNTRY     -  US
 ME0022  USGS QUAD   -  WYATT (2019)
 ME0022
 ME0022                         *CURRENT SURVEY CONTROL
 ME0022  ______________________________________________________________________
 ME0022* NAD 83(1986) POSITION- 41 31 15.     (N) 086 11 29.     (W)   SCALED
 ME0022* NAVD 88 ORTHO HEIGHT -   251.254 (meters)      824.32  (feet) ADJUSTED
 ME0022  ______________________________________________________________________
 ME0022  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0022  DYNAMIC HEIGHT  -        251.150 (meters)      823.98  (feet) COMP
 ME0022  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 ME0022
 ME0022  VERT ORDER      -  SECOND    CLASS 0
 ME0022
 ME0022.The horizontal coordinates were scaled from a map and have
 ME0022.an estimated accuracy of +/- 6 seconds.
 ME0022
 ME0022.The orthometric height was determined by differential leveling and
 ME0022.adjusted by the NATIONAL GEODETIC SURVEY
 ME0022.in June 1991.
 ME0022
 ME0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0022.GEOID18 height accuracy estimate available here.
 ME0022
 ME0022.Click photographs - Photos may exist for this station.
 ME0022
 ME0022.The dynamic height is computed by dividing the NAVD 88
 ME0022.geopotential number by the normal gravity value computed on the
 ME0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0022.degrees latitude (g = 980.6199 gals.).
 ME0022
 ME0022.The modeled gravity was interpolated from observed gravity values.
 ME0022
 ME0022;                    North         East    Units  Estimated Accuracy
 ME0022;SPC IN E     -   696,530.       56,200.      MT  (+/- 180 meters Scaled)
 ME0022
 ME0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL674968(NAD 83)
 ME0022
 ME0022                          SUPERSEDED SURVEY CONTROL
 ME0022
 ME0022  NGVD 29 (??/??/92)  251.368  (m)          824.70   (f) ADJ UNCH    2 0
 ME0022
 ME0022.Superseded values are not recommended for survey control.
 ME0022
 ME0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0022.See file dsdata.pdf to determine how the superseded data were derived.
 ME0022
 ME0022_MARKER: DB = BENCH MARK DISK
 ME0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0022_SP_SET: BRIDGE
 ME0022_STAMPING: R 170 1946
 ME0022_MARK LOGO: CGS
 ME0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0022
 ME0022  HISTORY     - Date     Condition        Report By
 ME0022  HISTORY     - 1946     MONUMENTED       CGS
 ME0022  HISTORY     - 1958     MARK NOT FOUND   USGS
 ME0022  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME0022  HISTORY     - 20010427 MARK NOT FOUND   USPSQD
 ME0022
 ME0022                          STATION DESCRIPTION
 ME0022
 ME0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0022'1.4 MI W FROM WYATT.
 ME0022'ABOUT 0.45 MILE WEST ALONG PATTERSON ROAD FROM THE WYATT
 ME0022'CHRISTIAN CHURCH AT WYATT, THENCE ABOUT 0.2 MILE SOUTH ALONG
 ME0022'GUMWOOD ROAD, AND THENCE ABOUT 0.8 MILE WEST ALONG QUINN ROAD,
 ME0022'ABOUT 0.55 MILE EAST OF THE INTERSECTION OF MIAMI HIGHWAY, AT
 ME0022'A 40-FOOT CONCRETE BRIDGE OVER KLINE DITCH, IN THE TOP OF THE
 ME0022'NORTH END OF THE SOUTHWEST WING WALL, 11 FEET SOUTH OF THE CENTER
 ME0022'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 ME0022
 ME0022                          STATION RECOVERY (1958)
 ME0022
 ME0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0022'MARK NOT FOUND.
 ME0022
 ME0022                          STATION RECOVERY (1994)
 ME0022
 ME0022'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0022'MARK NOT FOUND.
 ME0022
 ME0022                          STATION RECOVERY (2001)
 ME0022
 ME0022'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0022'NOT FOUND.  BRIDGE APPEARS TO HAVE BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1200 ***********************************************************************
 MD1200  DESIGNATION -  R 172
 MD1200  PID         -  MD1200
 MD1200  STATE/COUNTY-  IN/ELKHART
 MD1200  COUNTRY     -  US
 MD1200  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1200
 MD1200                         *CURRENT SURVEY CONTROL
 MD1200  ______________________________________________________________________
 MD1200* NAD 83(1986) POSITION- 41 29 37.     (N) 085 56 37.     (W)   SCALED
 MD1200* NAVD 88 ORTHO HEIGHT -   268.706 (meters)      881.58  (feet) ADJUSTED
 MD1200  ______________________________________________________________________
 MD1200  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 MD1200  DYNAMIC HEIGHT  -        268.596 (meters)      881.22  (feet) COMP
 MD1200  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 MD1200
 MD1200  VERT ORDER      -  SECOND    CLASS 0
 MD1200
 MD1200.The horizontal coordinates were scaled from a map and have
 MD1200.an estimated accuracy of +/- 6 seconds.
 MD1200
 MD1200.The orthometric height was determined by differential leveling and
 MD1200.adjusted by the NATIONAL GEODETIC SURVEY
 MD1200.in June 1991.
 MD1200
 MD1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1200.GEOID18 height accuracy estimate available here.
 MD1200
 MD1200.Click photographs - Photos may exist for this station.
 MD1200
 MD1200.The dynamic height is computed by dividing the NAVD 88
 MD1200.geopotential number by the normal gravity value computed on the
 MD1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1200.degrees latitude (g = 980.6199 gals.).
 MD1200
 MD1200.The modeled gravity was interpolated from observed gravity values.
 MD1200
 MD1200;                    North         East    Units  Estimated Accuracy
 MD1200;SPC IN E     -   693,410.       76,880.      MT  (+/- 180 meters Scaled)
 MD1200
 MD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL881940(NAD 83)
 MD1200
 MD1200                          SUPERSEDED SURVEY CONTROL
 MD1200
 MD1200  NGVD 29 (??/??/92)  268.827  (m)          881.98   (f) ADJ UNCH    2 0
 MD1200
 MD1200.Superseded values are not recommended for survey control.
 MD1200
 MD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1200.See file dsdata.pdf to determine how the superseded data were derived.
 MD1200
 MD1200_MARKER: DB = BENCH MARK DISK
 MD1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1200_STAMPING: R 172 1946
 MD1200_MARK LOGO: CGS
 MD1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1200+STABILITY: SURFACE MOTION
 MD1200
 MD1200  HISTORY     - Date     Condition        Report By
 MD1200  HISTORY     - 1946     MONUMENTED       CGS
 MD1200  HISTORY     - 19950914 POOR             USPSQD
 MD1200
 MD1200                          STATION DESCRIPTION
 MD1200
 MD1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1200'6.4 MI NE FROM NAPPANEE.
 MD1200'3.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 MD1200'OF U.S. HIGHWAY 6 AT NAPPANEE, THENCE ABOUT 3.0 MILES EAST ALONG
 MD1200'A GRAVEL ROAD, ABOUT 1.0 MILE WEST OF THE SALEM MENNONITE CHURCH,
 MD1200'IN THE NORTHEAST QUARTER OF A CROSSROADS WITH BLACK-TOP ROADS
 MD1200'LEADING SOUTH AND EAST AND GRAVEL ROADS LEADING NORTH AND WEST,
 MD1200'33 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 17
 MD1200'FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 14
 MD1200'FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF THE FENCE, ABOUT
 MD1200'1/2 FOOT HIGHER THAN THE CROSSROADS, AND IN THE TOP OF A CONCRETE
 MD1200'POST PROJECTING ABOUT 5 INCHES.
 MD1200
 MD1200                          STATION RECOVERY (1995)
 MD1200
 MD1200'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1200'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1857 ***********************************************************************
 LA1857  DESIGNATION -  R 173
 LA1857  PID         -  LA1857
 LA1857  STATE/COUNTY-  IN/GRANT
 LA1857  COUNTRY     -  US
 LA1857  USGS QUAD   -  SWEETSER (2019)
 LA1857
 LA1857                         *CURRENT SURVEY CONTROL
 LA1857  ______________________________________________________________________
 LA1857* NAD 83(1986) POSITION- 40 31 21.     (N) 085 49 33.     (W)   SCALED
 LA1857* NAVD 88 ORTHO HEIGHT -   261.547 (meters)      858.09  (feet) ADJUSTED
 LA1857  ______________________________________________________________________
 LA1857  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 LA1857  DYNAMIC HEIGHT  -        261.413 (meters)      857.65  (feet) COMP
 LA1857  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 LA1857
 LA1857  VERT ORDER      -  SECOND    CLASS 0
 LA1857
 LA1857.The horizontal coordinates were scaled from a map and have
 LA1857.an estimated accuracy of +/- 6 seconds.
 LA1857
 LA1857.The orthometric height was determined by differential leveling and
 LA1857.adjusted by the NATIONAL GEODETIC SURVEY
 LA1857.in June 1991.
 LA1857
 LA1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1857.GEOID18 height accuracy estimate available here.
 LA1857
 LA1857.Click photographs - Photos may exist for this station.
 LA1857
 LA1857.The dynamic height is computed by dividing the NAVD 88
 LA1857.geopotential number by the normal gravity value computed on the
 LA1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1857.degrees latitude (g = 980.6199 gals.).
 LA1857
 LA1857.The modeled gravity was interpolated from observed gravity values.
 LA1857
 LA1857;                    North         East    Units  Estimated Accuracy
 LA1857;SPC IN E     -   585,550.       86,510.      MT  (+/- 180 meters Scaled)
 LA1857
 LA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994864(NAD 83)
 LA1857
 LA1857                          SUPERSEDED SURVEY CONTROL
 LA1857
 LA1857  NGVD 29 (??/??/92)  261.672  (m)          858.50   (f) ADJ UNCH    2 0
 LA1857
 LA1857.Superseded values are not recommended for survey control.
 LA1857
 LA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1857.See file dsdata.pdf to determine how the superseded data were derived.
 LA1857
 LA1857_MARKER: DB = BENCH MARK DISK
 LA1857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1857_SP_SET: CULVERT HEADWALL
 LA1857_STAMPING: R 173 1946
 LA1857_MARK LOGO: CGS
 LA1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1857+STABILITY: SURFACE MOTION
 LA1857
 LA1857  HISTORY     - Date     Condition        Report By
 LA1857  HISTORY     - 1946     MONUMENTED       CGS
 LA1857
 LA1857                          STATION DESCRIPTION
 LA1857
 LA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1857'1 MI N FROM SWAYZEE.
 LA1857'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 LA1857'AT SWAYZEE, AT A GRAVEL CROSS ROAD, SET IN THE CENTER OF THE TOP
 LA1857'OF THE WEST CONCRETE HEAD WALL OF A 15 INCH PIPE CULVERT, 54 FEET
 LA1857'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 27 FEET WEST OF THE
 LA1857'CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET BELOW THE
 LA1857'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1592 ***********************************************************************
 LA1592  DESIGNATION -  R 174
 LA1592  PID         -  LA1592
 LA1592  STATE/COUNTY-  IN/GRANT
 LA1592  COUNTRY     -  US
 LA1592  USGS QUAD   -  MARION (2019)
 LA1592
 LA1592                         *CURRENT SURVEY CONTROL
 LA1592  ______________________________________________________________________
 LA1592* NAD 83(1986) POSITION- 40 31 36.     (N) 085 41 33.     (W)   SCALED
 LA1592* NAVD 88 ORTHO HEIGHT -   258.006 (meters)      846.47  (feet) ADJUSTED
 LA1592  ______________________________________________________________________
 LA1592  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 LA1592  DYNAMIC HEIGHT  -        257.874 (meters)      846.04  (feet) COMP
 LA1592  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LA1592
 LA1592  VERT ORDER      -  FIRST     CLASS II
 LA1592
 LA1592.The horizontal coordinates were scaled from a map and have
 LA1592.an estimated accuracy of +/- 6 seconds.
 LA1592
 LA1592.The orthometric height was determined by differential leveling and
 LA1592.adjusted by the NATIONAL GEODETIC SURVEY
 LA1592.in June 1991.
 LA1592
 LA1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1592.GEOID18 height accuracy estimate available here.
 LA1592
 LA1592.Click photographs - Photos may exist for this station.
 LA1592
 LA1592.The dynamic height is computed by dividing the NAVD 88
 LA1592.geopotential number by the normal gravity value computed on the
 LA1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1592.degrees latitude (g = 980.6199 gals.).
 LA1592
 LA1592.The modeled gravity was interpolated from observed gravity values.
 LA1592
 LA1592;                    North         East    Units  Estimated Accuracy
 LA1592;SPC IN E     -   586,000.       97,810.      MT  (+/- 180 meters Scaled)
 LA1592
 LA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK107870(NAD 83)
 LA1592
 LA1592                          SUPERSEDED SURVEY CONTROL
 LA1592
 LA1592  NGVD 29 (??/??/92)  258.129  (m)          846.88   (f) ADJ UNCH    1 2
 LA1592
 LA1592.Superseded values are not recommended for survey control.
 LA1592
 LA1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1592.See file dsdata.pdf to determine how the superseded data were derived.
 LA1592
 LA1592_MARKER: DB = BENCH MARK DISK
 LA1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1592_STAMPING: R 174 1946
 LA1592_MARK LOGO: CGS
 LA1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1592+STABILITY: SURFACE MOTION
 LA1592
 LA1592  HISTORY     - Date     Condition        Report By
 LA1592  HISTORY     - 1946     MONUMENTED       CGS
 LA1592
 LA1592                          STATION DESCRIPTION
 LA1592
 LA1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1592'3 MI SW FROM MARION.
 LA1592'ABOUT 3.0 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1592'LOUIS RAILROAD FROM THE STATION AT MARION, SET IN THE NORTHWEST
 LA1592'ANGLE OF THE CROSSING OF MILLER AVENUE, 1 POLE WEST OF MILE POST
 LA1592'T 157, 26 FEET NORTH OF THE NORTH RAIL OF TRACK, 23 FEET WEST
 LA1592'OF THE CENTER LINE OF MILLER AVENUE, 5 FEET NORTH OF A TELEGRAPH
 LA1592'POLE, 1.5 FEET SOUTH OF A FENCE LINE, ABOUT 4 FEET BELOW THE
 LA1592'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0262 ***********************************************************************
 LB0262  DESIGNATION -  R 175
 LB0262  PID         -  LB0262
 LB0262  STATE/COUNTY-  IN/MIAMI
 LB0262  COUNTRY     -  US
 LB0262  USGS QUAD   -  BUNKER HILL (2019)
 LB0262
 LB0262                         *CURRENT SURVEY CONTROL
 LB0262  ______________________________________________________________________
 LB0262* NAD 83(1986) POSITION- 40 44 01.     (N) 086 06 49.     (W)   SCALED
 LB0262* NAVD 88 ORTHO HEIGHT -   223.262 (meters)      732.49  (feet) ADJUSTED
 LB0262  ______________________________________________________________________
 LB0262  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LB0262  DYNAMIC HEIGHT  -        223.154 (meters)      732.13  (feet) COMP
 LB0262  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 LB0262
 LB0262  VERT ORDER      -  SECOND    CLASS 0
 LB0262
 LB0262.The horizontal coordinates were scaled from a map and have
 LB0262.an estimated accuracy of +/- 6 seconds.
 LB0262
 LB0262.The orthometric height was determined by differential leveling and
 LB0262.adjusted by the NATIONAL GEODETIC SURVEY
 LB0262.in June 1991.
 LB0262
 LB0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0262.GEOID18 height accuracy estimate available here.
 LB0262
 LB0262.Click photographs - Photos may exist for this station.
 LB0262
 LB0262.The dynamic height is computed by dividing the NAVD 88
 LB0262.geopotential number by the normal gravity value computed on the
 LB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0262.degrees latitude (g = 980.6199 gals.).
 LB0262
 LB0262.The modeled gravity was interpolated from observed gravity values.
 LB0262
 LB0262;                    North         East    Units  Estimated Accuracy
 LB0262;SPC IN E     -   609,070.       62,250.      MT  (+/- 180 meters Scaled)
 LB0262
 LB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748095(NAD 83)
 LB0262
 LB0262                          SUPERSEDED SURVEY CONTROL
 LB0262
 LB0262  NGVD 29 (??/??/92)  223.386  (m)          732.89   (f) ADJ UNCH    2 0
 LB0262
 LB0262.Superseded values are not recommended for survey control.
 LB0262
 LB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0262.See file dsdata.pdf to determine how the superseded data were derived.
 LB0262
 LB0262_MARKER: DB = BENCH MARK DISK
 LB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0262_STAMPING: R 175 1946
 LB0262_MARK LOGO: CGS
 LB0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0262+STABILITY: SURFACE MOTION
 LB0262
 LB0262  HISTORY     - Date     Condition        Report By
 LB0262  HISTORY     - 1946     MONUMENTED       CGS
 LB0262
 LB0262                          STATION DESCRIPTION
 LB0262
 LB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0262'1.2 MI S FROM PERU.
 LB0262'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM ITS JUNCTION
 LB0262'WITH U.S. HIGHWAY 24 AT PERU, AT THE PERU AIRPORT, 1.0 FOOT WEST
 LB0262'OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE BUILDING, SET IN
 LB0262'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0364 ***********************************************************************
 ME0364  DESIGNATION -  R 176
 ME0364  PID         -  ME0364
 ME0364  STATE/COUNTY-  IN/FULTON
 ME0364  COUNTRY     -  US
 ME0364  USGS QUAD   -  CULVER (2019)
 ME0364
 ME0364                         *CURRENT SURVEY CONTROL
 ME0364  ______________________________________________________________________
 ME0364* NAD 83(1986) POSITION- 41 09 52.     (N) 086 24 53.     (W)   SCALED
 ME0364* NAVD 88 ORTHO HEIGHT -   225.642 (meters)      740.29  (feet) ADJUSTED
 ME0364  ______________________________________________________________________
 ME0364  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 ME0364  DYNAMIC HEIGHT  -        225.550 (meters)      739.99  (feet) COMP
 ME0364  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 ME0364
 ME0364  VERT ORDER      -  SECOND    CLASS 0
 ME0364
 ME0364.The horizontal coordinates were scaled from a map and have
 ME0364.an estimated accuracy of +/- 6 seconds.
 ME0364
 ME0364.The orthometric height was determined by differential leveling and
 ME0364.adjusted by the NATIONAL GEODETIC SURVEY
 ME0364.in June 1991.
 ME0364
 ME0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0364.GEOID18 height accuracy estimate available here.
 ME0364
 ME0364.Click photographs - Photos may exist for this station.
 ME0364
 ME0364.The dynamic height is computed by dividing the NAVD 88
 ME0364.geopotential number by the normal gravity value computed on the
 ME0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0364.degrees latitude (g = 980.6199 gals.).
 ME0364
 ME0364.The modeled gravity was interpolated from observed gravity values.
 ME0364
 ME0364;                    North         East    Units  Estimated Accuracy
 ME0364;SPC IN E     -   657,090.       37,220.      MT  (+/- 180 meters Scaled)
 ME0364
 ME0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491571(NAD 83)
 ME0364
 ME0364                          SUPERSEDED SURVEY CONTROL
 ME0364
 ME0364  NGVD 29 (??/??/92)  225.765  (m)          740.70   (f) ADJ UNCH    2 0
 ME0364
 ME0364.Superseded values are not recommended for survey control.
 ME0364
 ME0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0364.See file dsdata.pdf to determine how the superseded data were derived.
 ME0364
 ME0364_MARKER: DB = BENCH MARK DISK
 ME0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0364_STAMPING: R 176 1946
 ME0364_MARK LOGO: CGS
 ME0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0364+STABILITY: SURFACE MOTION
 ME0364
 ME0364  HISTORY     - Date     Condition        Report By
 ME0364  HISTORY     - 1946     MONUMENTED       CGS
 ME0364  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0364
 ME0364                          STATION DESCRIPTION
 ME0364
 ME0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0364'1.9 MI N FROM DELONG.
 ME0364'ABOUT 1.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0364'STATION AT DELONG, AT MILEPOST 145, 36 FEET EAST OF THE EAST RAIL
 ME0364'OF THE TRACK 37 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 17,
 ME0364'13.5 FEET NORTHEAST OF THE MILEPOST, 6 FEET NORTH OF A TELEGRAPH
 ME0364'POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE
 ME0364'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 ME0364'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0364
 ME0364                          STATION RECOVERY (1992)
 ME0364
 ME0364'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1286 ***********************************************************************
 MD1286  DESIGNATION -  R 177
 MD1286  PID         -  MD1286
 MD1286  STATE/COUNTY-  IN/KOSCIUSKO
 MD1286  COUNTRY     -  US
 MD1286  USGS QUAD   -  SILVER LAKE (2019)
 MD1286
 MD1286                         *CURRENT SURVEY CONTROL
 MD1286  ______________________________________________________________________
 MD1286* NAD 83(1986) POSITION- 41 04 15.     (N) 085 59 26.     (W)   SCALED
 MD1286* NAVD 88 ORTHO HEIGHT -   270.426 (meters)      887.22  (feet) ADJUSTED
 MD1286  ______________________________________________________________________
 MD1286  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 MD1286  DYNAMIC HEIGHT  -        270.306 (meters)      886.83  (feet) COMP
 MD1286  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 MD1286
 MD1286  VERT ORDER      -  SECOND    CLASS 0
 MD1286
 MD1286.The horizontal coordinates were scaled from a map and have
 MD1286.an estimated accuracy of +/- 6 seconds.
 MD1286
 MD1286.The orthometric height was determined by differential leveling and
 MD1286.adjusted by the NATIONAL GEODETIC SURVEY
 MD1286.in June 1991.
 MD1286
 MD1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1286.GEOID18 height accuracy estimate available here.
 MD1286
 MD1286.Click photographs - Photos may exist for this station.
 MD1286
 MD1286.The dynamic height is computed by dividing the NAVD 88
 MD1286.geopotential number by the normal gravity value computed on the
 MD1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1286.degrees latitude (g = 980.6199 gals.).
 MD1286
 MD1286.The modeled gravity was interpolated from observed gravity values.
 MD1286
 MD1286;                    North         East    Units  Estimated Accuracy
 MD1286;SPC IN E     -   646,480.       72,780.      MT  (+/- 180 meters Scaled)
 MD1286
 MD1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL848471(NAD 83)
 MD1286
 MD1286                          SUPERSEDED SURVEY CONTROL
 MD1286
 MD1286  NGVD 29 (??/??/92)  270.550  (m)          887.63   (f) ADJ UNCH    2 0
 MD1286
 MD1286.Superseded values are not recommended for survey control.
 MD1286
 MD1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1286.See file dsdata.pdf to determine how the superseded data were derived.
 MD1286
 MD1286_MARKER: DB = BENCH MARK DISK
 MD1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1286_STAMPING: R 177 1946
 MD1286_MARK LOGO: CGS
 MD1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1286+STABILITY: SURFACE MOTION
 MD1286
 MD1286  HISTORY     - Date     Condition        Report By
 MD1286  HISTORY     - 1946     MONUMENTED       CGS
 MD1286
 MD1286                          STATION DESCRIPTION
 MD1286
 MD1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1286'4.2 MI NE FROM AKRON.
 MD1286'2.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE STATE BANK
 MD1286'BUILDING AT AKRON, THENCE 2.0 MILES EAST ALONG A PAVED ROAD AND
 MD1286'STATE HIGHWAY 14, ABOUT 0.15 MILE EAST OF THE INTERSECTION WITH
 MD1286'A PAVED ROAD LEADING SOUTH AND A GRAVEL ROAD LEADING NORTH, AT A
 MD1286'TIN-ROOFED FARM HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 46.5
 MD1286'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 74 FEET
 MD1286'NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 19 FEET SOUTH
 MD1286'OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET EAST OF POWER POLE
 MD1286'NUMBER AH/66, ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY AND
 MD1286'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1286'NOTE-- THIS MARK IS ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 14
 MD1286'FROM THE POST OFFICE AT SILVER LAKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0434 ***********************************************************************
 ME0434  DESIGNATION -  R 178
 ME0434  PID         -  ME0434
 ME0434  STATE/COUNTY-  IN/KOSCIUSKO
 ME0434  COUNTRY     -  US
 ME0434  USGS QUAD   -  AKRON (2019)
 ME0434
 ME0434                         *CURRENT SURVEY CONTROL
 ME0434  ______________________________________________________________________
 ME0434* NAD 83(1986) POSITION- 41 06 49.     (N) 086 02 17.     (W)   SCALED
 ME0434* NAVD 88 ORTHO HEIGHT -   263.492 (meters)      864.47  (feet) ADJUSTED
 ME0434  ______________________________________________________________________
 ME0434  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 ME0434  DYNAMIC HEIGHT  -        263.377 (meters)      864.10  (feet) COMP
 ME0434  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 ME0434
 ME0434  VERT ORDER      -  SECOND    CLASS 0
 ME0434
 ME0434.The horizontal coordinates were scaled from a map and have
 ME0434.an estimated accuracy of +/- 6 seconds.
 ME0434
 ME0434.The orthometric height was determined by differential leveling and
 ME0434.adjusted by the NATIONAL GEODETIC SURVEY
 ME0434.in June 1991.
 ME0434
 ME0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0434.GEOID18 height accuracy estimate available here.
 ME0434
 ME0434.Click photographs - Photos may exist for this station.
 ME0434
 ME0434.The dynamic height is computed by dividing the NAVD 88
 ME0434.geopotential number by the normal gravity value computed on the
 ME0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0434.degrees latitude (g = 980.6199 gals.).
 ME0434
 ME0434.The modeled gravity was interpolated from observed gravity values.
 ME0434
 ME0434;                    North         East    Units  Estimated Accuracy
 ME0434;SPC IN E     -   651,240.       68,810.      MT  (+/- 180 meters Scaled)
 ME0434
 ME0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807518(NAD 83)
 ME0434
 ME0434                          SUPERSEDED SURVEY CONTROL
 ME0434
 ME0434  NGVD 29 (??/??/92)  263.617  (m)          864.88   (f) ADJ UNCH    2 0
 ME0434
 ME0434.Superseded values are not recommended for survey control.
 ME0434
 ME0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0434.See file dsdata.pdf to determine how the superseded data were derived.
 ME0434
 ME0434_MARKER: DB = BENCH MARK DISK
 ME0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0434_SP_SET: BRIDGE
 ME0434_STAMPING: R 178 1946
 ME0434_MARK LOGO: CGS
 ME0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0434
 ME0434  HISTORY     - Date     Condition        Report By
 ME0434  HISTORY     - 1946     MONUMENTED       CGS
 ME0434  HISTORY     - 1960     MARK NOT FOUND   CGS
 ME0434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0434  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 ME0434
 ME0434                          STATION DESCRIPTION
 ME0434
 ME0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0434'4 MI S FROM MENTONE.
 ME0434'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 ME0434'WITH STATE HIGHWAY 25 AT MENTONE, ABOUT 115 YARDS SOUTH OF A PAVED
 ME0434'CROSS ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST
 ME0434'CONCRETE WINGWALL OF A 30-FOOT STEEL BRIDGE OVER A DITCH, 14
 ME0434'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 ME0434'THE BRIDGE FLOOR.
 ME0434
 ME0434                          STATION RECOVERY (1960)
 ME0434
 ME0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0434'MARK NOT FOUND.
 ME0434
 ME0434                          STATION RECOVERY (1989)
 ME0434
 ME0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLM)
 ME0434'MARK NOT FOUND.
 ME0434
 ME0434                          STATION RECOVERY (1996)
 ME0434
 ME0434'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0249 ***********************************************************************
 LB0249  DESIGNATION -  R 179
 LB0249  PID         -  LB0249
 LB0249  STATE/COUNTY-  IN/MIAMI
 LB0249  COUNTRY     -  US
 LB0249  USGS QUAD   -  DEEDSVILLE (2019)
 LB0249
 LB0249                         *CURRENT SURVEY CONTROL
 LB0249  ______________________________________________________________________
 LB0249* NAD 83(1986) POSITION- 40 55 14.     (N) 086 01 41.     (W)   SCALED
 LB0249* NAVD 88 ORTHO HEIGHT -   261.120 (meters)      856.69  (feet) ADJUSTED
 LB0249  ______________________________________________________________________
 LB0249  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 LB0249  DYNAMIC HEIGHT  -        260.998 (meters)      856.29  (feet) COMP
 LB0249  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 LB0249
 LB0249  VERT ORDER      -  SECOND    CLASS 0
 LB0249
 LB0249.The horizontal coordinates were scaled from a map and have
 LB0249.an estimated accuracy of +/- 6 seconds.
 LB0249
 LB0249.The orthometric height was determined by differential leveling and
 LB0249.adjusted by the NATIONAL GEODETIC SURVEY
 LB0249.in June 1991.
 LB0249
 LB0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0249.GEOID18 height accuracy estimate available here.
 LB0249
 LB0249.Click photographs - Photos may exist for this station.
 LB0249
 LB0249.The dynamic height is computed by dividing the NAVD 88
 LB0249.geopotential number by the normal gravity value computed on the
 LB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0249.degrees latitude (g = 980.6199 gals.).
 LB0249
 LB0249.The modeled gravity was interpolated from observed gravity values.
 LB0249
 LB0249;                    North         East    Units  Estimated Accuracy
 LB0249;SPC IN E     -   629,800.       69,560.      MT  (+/- 180 meters Scaled)
 LB0249
 LB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818303(NAD 83)
 LB0249
 LB0249                          SUPERSEDED SURVEY CONTROL
 LB0249
 LB0249  NGVD 29 (??/??/92)  261.240  (m)          857.08   (f) ADJ UNCH    2 0
 LB0249
 LB0249.Superseded values are not recommended for survey control.
 LB0249
 LB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0249.See file dsdata.pdf to determine how the superseded data were derived.
 LB0249
 LB0249_MARKER: DB = BENCH MARK DISK
 LB0249_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0249_SP_SET: GATE POST
 LB0249_STAMPING: R 179 1946
 LB0249_MARK LOGO: CGS
 LB0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0249
 LB0249  HISTORY     - Date     Condition        Report By
 LB0249  HISTORY     - 1946     MONUMENTED       CGS
 LB0249  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0249
 LB0249                          STATION DESCRIPTION
 LB0249
 LB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0249'3.8 MI S FROM GILEAD.
 LB0249'ABOUT 3.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE PERRY
 LB0249'TOWNSHIP SCHOOL AT GILEAD, ABOUT 4.35 MILES NORTH OF THE POST
 LB0249'OFFICE AT CHILI, ABOUT 0.55 MILE NORTH OF THE JUNCTION OF STATE
 LB0249'HIGHWAY 16 LEADING EAST, AT THE HOME OF RUTH CLINGAMAN, SET
 LB0249'VERTICALLY IN THE EAST FACE OF THE 12 BY 12 INCH SOUTH CONCRETE
 LB0249'GATE POST OF THE GATE LEADING TO A BARN YARD, 116 FEET WEST OF
 LB0249'THE CENTER LINE OF THE HIGHWAY, 32.5 FEET NORTH OF THE NORTHEAST
 LB0249'CORNER OF THE BARN, AND 2.8 FEET ABOVE THE GROUND.  NOTE-- THIS
 LB0249'GATE POST IS NOT IN THE HIGHWAY RIGHT-OF-WAY FENCE, BUT IS THE
 LB0249'1ST FENCE WEST OF THE RIGHT-OF-WAY FENCE.
 LB0249
 LB0249                          STATION RECOVERY (1989)
 LB0249
 LB0249'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0257 ***********************************************************************
 LB0257  DESIGNATION -  R 180
 LB0257  PID         -  LB0257
 LB0257  STATE/COUNTY-  IN/MIAMI
 LB0257  COUNTRY     -  US
 LB0257  USGS QUAD   -  DEEDSVILLE (2019)
 LB0257
 LB0257                         *CURRENT SURVEY CONTROL
 LB0257  ______________________________________________________________________
 LB0257* NAD 83(1986) POSITION- 40 54 45.     (N) 086 01 19.     (W)   SCALED
 LB0257* NAVD 88 ORTHO HEIGHT -   251.016 (meters)      823.54  (feet) ADJUSTED
 LB0257  ______________________________________________________________________
 LB0257  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB0257  DYNAMIC HEIGHT  -        250.899 (meters)      823.16  (feet) COMP
 LB0257  MODELED GRAVITY -    980,152.3   (mgal)                       NAVD 88
 LB0257
 LB0257  VERT ORDER      -  SECOND    CLASS 0
 LB0257
 LB0257.The horizontal coordinates were scaled from a map and have
 LB0257.an estimated accuracy of +/- 6 seconds.
 LB0257
 LB0257.The orthometric height was determined by differential leveling and
 LB0257.adjusted by the NATIONAL GEODETIC SURVEY
 LB0257.in June 1991.
 LB0257
 LB0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0257.GEOID18 height accuracy estimate available here.
 LB0257
 LB0257.Click photographs - Photos may exist for this station.
 LB0257
 LB0257.The dynamic height is computed by dividing the NAVD 88
 LB0257.geopotential number by the normal gravity value computed on the
 LB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0257.degrees latitude (g = 980.6199 gals.).
 LB0257
 LB0257.The modeled gravity was interpolated from observed gravity values.
 LB0257
 LB0257;                    North         East    Units  Estimated Accuracy
 LB0257;SPC IN E     -   628,900.       70,070.      MT  (+/- 180 meters Scaled)
 LB0257
 LB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL823295(NAD 83)
 LB0257
 LB0257                          SUPERSEDED SURVEY CONTROL
 LB0257
 LB0257  NGVD 29 (??/??/92)  251.137  (m)          823.94   (f) ADJ UNCH    2 0
 LB0257
 LB0257.Superseded values are not recommended for survey control.
 LB0257
 LB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0257.See file dsdata.pdf to determine how the superseded data were derived.
 LB0257
 LB0257_MARKER: DB = BENCH MARK DISK
 LB0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0257_SP_SET: BRIDGE WINGWALL
 LB0257_STAMPING: R 180 1946
 LB0257_MARK LOGO: CGS
 LB0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0257
 LB0257  HISTORY     - Date     Condition        Report By
 LB0257  HISTORY     - 1946     MONUMENTED       CGS
 LB0257  HISTORY     - 1967     MARK NOT FOUND   LOCSUR
 LB0257
 LB0257                          STATION DESCRIPTION
 LB0257
 LB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0257'5.2 MI W FROM ROANN.
 LB0257'ABOUT 5.25 MILES WEST ALONG STATE HIGHWAY 16 FROM THE CROSSROADS
 LB0257'AT ROANN, ABOUT 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 19,
 LB0257'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL
 LB0257'OF A 10 FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER LINE
 LB0257'OF THE HIGHWAY, 4 FEET SOUTHEAST OF THE EAST END OF THE SOUTH
 LB0257'CONCRETE BRIDGE RAILING, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LB0257'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CHILI, MIAMI
 LB0257'COUNTY BY GOING ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 19,
 LB0257'THENCE ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 16.
 LB0257
 LB0257                          STATION RECOVERY (1967)
 LB0257
 LB0257'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 LB0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0258 ***********************************************************************
 LB0258  DESIGNATION -  R 180 RESET
 LB0258  PID         -  LB0258
 LB0258  STATE/COUNTY-  IN/MIAMI
 LB0258  COUNTRY     -  US
 LB0258  USGS QUAD   -  DEEDSVILLE (2019)
 LB0258
 LB0258                         *CURRENT SURVEY CONTROL
 LB0258  ______________________________________________________________________
 LB0258* NAD 83(1986) POSITION- 40 54 45.     (N) 086 01 20.     (W)   SCALED
 LB0258* NAVD 88 ORTHO HEIGHT -   250.94  (meters)      823.3   (feet) RESET
 LB0258  ______________________________________________________________________
 LB0258  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB0258  VERT ORDER      -  THIRD
 LB0258
 LB0258.The horizontal coordinates were scaled from a map and have
 LB0258.an estimated accuracy of +/- 6 seconds.
 LB0258
 LB0258.The orthometric height was computed from unverified reset data.
 LB0258
 LB0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0258.GEOID18 height accuracy estimate available here.
 LB0258
 LB0258.Click photographs - Photos may exist for this station.
 LB0258
 LB0258;                    North         East    Units  Estimated Accuracy
 LB0258;SPC IN E     -   628,900.       70,050.      MT  (+/- 180 meters Scaled)
 LB0258
 LB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL823295(NAD 83)
 LB0258
 LB0258                          SUPERSEDED SURVEY CONTROL
 LB0258
 LB0258.No superseded survey control is available for this station.
 LB0258
 LB0258_MARKER: DB = BENCH MARK DISK
 LB0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0258_SP_SET: BRIDGE CURB
 LB0258_STAMPING: R 180 RESET 1967
 LB0258_MARK LOGO: CGS
 LB0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0258
 LB0258  HISTORY     - Date     Condition        Report By
 LB0258  HISTORY     - 1967     MONUMENTED       LOCSUR
 LB0258  HISTORY     - 1989     GOOD             USPSQD
 LB0258
 LB0258                          STATION DESCRIPTION
 LB0258
 LB0258'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 LB0258'5.2 MI W FROM ROANN.
 LB0258'ABOUT 5.25 MILES WEST ALONG INDIANA STATE HIGHWAY 16 FROM THE
 LB0258'CROSSROADS AT ROANN, ABOUT 0.3 MILE EAST OF THE JUNCTION OF
 LB0258'STATE HIGHWAY 19, SET IN THE TOP OF THE EAST END OF CONCRETE
 LB0258'CURB OF BRIDGE, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 LB0258'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CHILI BY
 LB0258'GOING 3.8 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 0.3 MILE
 LB0258'EAST ALONG STATE HIGHWAY 16.
 LB0258
 LB0258                          STATION RECOVERY (1989)
 LB0258
 LB0258'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0175 ***********************************************************************
 LB0175  DESIGNATION -  R 181
 LB0175  PID         -  LB0175
 LB0175  STATE/COUNTY-  IN/CASS
 LB0175  COUNTRY     -  US
 LB0175  USGS QUAD   -  MACY (2019)
 LB0175
 LB0175                         *CURRENT SURVEY CONTROL
 LB0175  ______________________________________________________________________
 LB0175* NAD 83(1986) POSITION- 40 53 44.     (N) 086 14 07.     (W)   SCALED
 LB0175* NAVD 88 ORTHO HEIGHT -   247.512 (meters)      812.05  (feet) ADJUSTED
 LB0175  ______________________________________________________________________
 LB0175  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 LB0175  DYNAMIC HEIGHT  -        247.400 (meters)      811.68  (feet) COMP
 LB0175  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 LB0175
 LB0175  VERT ORDER      -  SECOND    CLASS 0
 LB0175
 LB0175.The horizontal coordinates were scaled from a map and have
 LB0175.an estimated accuracy of +/- 6 seconds.
 LB0175
 LB0175.The orthometric height was determined by differential leveling and
 LB0175.adjusted by the NATIONAL GEODETIC SURVEY
 LB0175.in June 1991.
 LB0175
 LB0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0175.GEOID18 height accuracy estimate available here.
 LB0175
 LB0175.Click photographs - Photos may exist for this station.
 LB0175
 LB0175.The dynamic height is computed by dividing the NAVD 88
 LB0175.geopotential number by the normal gravity value computed on the
 LB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0175.degrees latitude (g = 980.6199 gals.).
 LB0175
 LB0175.The modeled gravity was interpolated from observed gravity values.
 LB0175
 LB0175;                    North         East    Units  Estimated Accuracy
 LB0175;SPC IN E     -   627,120.       52,090.      MT  (+/- 180 meters Scaled)
 LB0175
 LB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644274(NAD 83)
 LB0175
 LB0175                          SUPERSEDED SURVEY CONTROL
 LB0175
 LB0175  NGVD 29 (??/??/92)  247.631  (m)          812.44   (f) ADJ UNCH    2 0
 LB0175
 LB0175.Superseded values are not recommended for survey control.
 LB0175
 LB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0175.See file dsdata.pdf to determine how the superseded data were derived.
 LB0175
 LB0175_MARKER: DB = BENCH MARK DISK
 LB0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0175_STAMPING: R 181 1946
 LB0175_MARK LOGO: CGS
 LB0175_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0175+STABILITY: SURFACE MOTION
 LB0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0175+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 LB0175
 LB0175  HISTORY     - Date     Condition        Report By
 LB0175  HISTORY     - 1946     MONUMENTED       CGS
 LB0175  HISTORY     - 1989     GOOD             USPSQD
 LB0175  HISTORY     - 20071119 GOOD             BFSINC
 LB0175
 LB0175                          STATION DESCRIPTION
 LB0175
 LB0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0175'2.6 MI NW FROM TWELVE MILE.
 LB0175'ABOUT 2.1 MILES NORTH ALONG A ROAD TO FULTON FROM THE SCHOOL AT
 LB0175'TWELVE MILE, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD,
 LB0175'ABOUT 0.1 MILE EAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 LB0175'RAILROAD, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 LB0175'41 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 14 FEET
 LB0175'WEST-SOUTHWEST OF A BRACE POLE, 20 FEET SOUTH OF THE CENTER LINE
 LB0175'OF THE ROAD, AND IN LINE WITH THE PROLONGED CENTER LINE OF THE
 LB0175'ROAD NORTH, 3 FEET SOUTH-SOUTHWEST OF A T FENCE CORNER POST,
 LB0175'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0175'PROJECTING 6 INCHES.
 LB0175
 LB0175                          STATION RECOVERY (1989)
 LB0175
 LB0175'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0175'RECOVERED IN GOOD CONDITION.
 LB0175
 LB0175                          STATION RECOVERY (2007)
 LB0175
 LB0175'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1640 ***********************************************************************
 LA1640  DESIGNATION -  R 182
 LA1640  PID         -  LA1640
 LA1640  STATE/COUNTY-  IN/WABASH
 LA1640  COUNTRY     -  US
 LA1640  USGS QUAD   -  WABASH (2019)
 LA1640
 LA1640                         *CURRENT SURVEY CONTROL
 LA1640  ______________________________________________________________________
 LA1640* NAD 83(1986) POSITION- 40 48 42.     (N) 085 48 12.     (W)   SCALED
 LA1640* NAVD 88 ORTHO HEIGHT -   223.402 (meters)      732.94  (feet) ADJUSTED
 LA1640  ______________________________________________________________________
 LA1640  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LA1640  DYNAMIC HEIGHT  -        223.296 (meters)      732.60  (feet) COMP
 LA1640  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 LA1640
 LA1640  VERT ORDER      -  FIRST     CLASS II
 LA1640
 LA1640.The horizontal coordinates were scaled from a map and have
 LA1640.an estimated accuracy of +/- 6 seconds.
 LA1640
 LA1640.The orthometric height was determined by differential leveling and
 LA1640.adjusted by the NATIONAL GEODETIC SURVEY
 LA1640.in June 1991.
 LA1640
 LA1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1640.GEOID18 height accuracy estimate available here.
 LA1640
 LA1640.Click photographs - Photos may exist for this station.
 LA1640
 LA1640.The dynamic height is computed by dividing the NAVD 88
 LA1640.geopotential number by the normal gravity value computed on the
 LA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1640.degrees latitude (g = 980.6199 gals.).
 LA1640
 LA1640.The modeled gravity was interpolated from observed gravity values.
 LA1640
 LA1640;                    North         East    Units  Estimated Accuracy
 LA1640;SPC IN E     -   617,650.       88,470.      MT  (+/- 180 meters Scaled)
 LA1640
 LA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL009185(NAD 83)
 LA1640
 LA1640                          SUPERSEDED SURVEY CONTROL
 LA1640
 LA1640  NGVD 29 (??/??/92)  223.525  (m)          733.35   (f) ADJ UNCH    1 2
 LA1640
 LA1640.Superseded values are not recommended for survey control.
 LA1640
 LA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1640.See file dsdata.pdf to determine how the superseded data were derived.
 LA1640
 LA1640_MARKER: DB = BENCH MARK DISK
 LA1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1640_SP_SET: SIGNAL TOWER FOUNDATION
 LA1640_STAMPING: R 182 1946
 LA1640_MARK LOGO: CGS
 LA1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1640
 LA1640  HISTORY     - Date     Condition        Report By
 LA1640  HISTORY     - 1946     MONUMENTED       CGS
 LA1640
 LA1640                          STATION DESCRIPTION
 LA1640
 LA1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1640'1.2 MI N FROM WABASH.
 LA1640'ABOUT 1.15 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1640'FROM THE STATION AT WABASH, ABOUT 70 YARDS NORTH OF CULVERT
 LA1640'NO. 268, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 LA1640'CONCRETE FOUNDATION OF A SEMAPHORE SIGNAL TOWER, 41 FEET
 LA1640'NORTH OF THE THIRD POLE SOUTH OF POLE 112/10, 7 FEET WEST OF
 LA1640'THE WEST RAIL, AND ABOUT 1.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0163 ***********************************************************************
 LB0163  DESIGNATION -  R 183
 LB0163  PID         -  LB0163
 LB0163  STATE/COUNTY-  IN/MIAMI
 LB0163  COUNTRY     -  US
 LB0163  USGS QUAD   -  PERU (2019)
 LB0163
 LB0163                         *CURRENT SURVEY CONTROL
 LB0163  ______________________________________________________________________
 LB0163* NAD 83(1986) POSITION- 40 52 00.     (N) 086 02 16.     (W)   SCALED
 LB0163* NAVD 88 ORTHO HEIGHT -   217.309 (meters)      712.95  (feet) ADJUSTED
 LB0163  ______________________________________________________________________
 LB0163  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 LB0163  DYNAMIC HEIGHT  -        217.207 (meters)      712.62  (feet) COMP
 LB0163  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 LB0163
 LB0163  VERT ORDER      -  SECOND    CLASS 0
 LB0163
 LB0163.The horizontal coordinates were scaled from a map and have
 LB0163.an estimated accuracy of +/- 6 seconds.
 LB0163
 LB0163.The orthometric height was determined by differential leveling and
 LB0163.adjusted by the NATIONAL GEODETIC SURVEY
 LB0163.in June 1991.
 LB0163
 LB0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0163.GEOID18 height accuracy estimate available here.
 LB0163
 LB0163.Click photographs - Photos may exist for this station.
 LB0163
 LB0163.The dynamic height is computed by dividing the NAVD 88
 LB0163.geopotential number by the normal gravity value computed on the
 LB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0163.degrees latitude (g = 980.6199 gals.).
 LB0163
 LB0163.The modeled gravity was interpolated from observed gravity values.
 LB0163
 LB0163;                    North         East    Units  Estimated Accuracy
 LB0163;SPC IN E     -   623,820.       68,720.      MT  (+/- 180 meters Scaled)
 LB0163
 LB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL810244(NAD 83)
 LB0163
 LB0163                          SUPERSEDED SURVEY CONTROL
 LB0163
 LB0163  NGVD 29 (??/??/92)  217.430  (m)          713.35   (f) ADJ UNCH    2 0
 LB0163
 LB0163.Superseded values are not recommended for survey control.
 LB0163
 LB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0163.See file dsdata.pdf to determine how the superseded data were derived.
 LB0163
 LB0163_MARKER: DB = BENCH MARK DISK
 LB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0163_STAMPING: R 183 1946
 LB0163_MARK LOGO: CGS
 LB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0163+STABILITY: SURFACE MOTION
 LB0163
 LB0163  HISTORY     - Date     Condition        Report By
 LB0163  HISTORY     - 1946     MONUMENTED       CGS
 LB0163  HISTORY     - 1989     GOOD             USPSQD
 LB0163
 LB0163                          STATION DESCRIPTION
 LB0163
 LB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0163'2.1 MI E FROM DENVER.
 LB0163'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 16 FROM THE BANK BUILDING
 LB0163'AT DENVER, ABOUT 0.6 MILE WEST OF THE RICHLAND TOWNSHIP SCHOOL
 LB0163'AND THE JUNCTION OF STATE HIGHWAY 19, SET ACROSS THE HIGHWAY FROM
 LB0163'A TWO STORY FARM HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 93 FEET
 LB0163'SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM THE HOUSE, 45.5 FEET
 LB0163'NORTH OF THE NORTH RAIL OF THE PENNSYLVANIA RAILROAD, 18 FEET
 LB0163'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHWEST OF POWER
 LB0163'POLE NO. 132/436 WITH A TRANSFORMER, ABOUT 0.5 FOOT BELOW THE
 LB0163'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0163'NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CHILI,
 LB0163'MIAMI COUNTY, BY GOING ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 19,
 LB0163'THENCE ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 16.
 LB0163
 LB0163                          STATION RECOVERY (1989)
 LB0163
 LB0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1264 ***********************************************************************
 MD1264  DESIGNATION -  R 184
 MD1264  PID         -  MD1264
 MD1264  STATE/COUNTY-  IN/KOSCIUSKO
 MD1264  COUNTRY     -  US
 MD1264  USGS QUAD   -  ATWOOD (2019)
 MD1264
 MD1264                         *CURRENT SURVEY CONTROL
 MD1264  ______________________________________________________________________
 MD1264* NAD 83(1986) POSITION- 41 15 22.     (N) 085 57 44.     (W)   SCALED
 MD1264* NAVD 88 ORTHO HEIGHT -   245.623 (meters)      805.85  (feet) ADJUSTED
 MD1264  ______________________________________________________________________
 MD1264  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 MD1264  DYNAMIC HEIGHT  -        245.520 (meters)      805.51  (feet) COMP
 MD1264  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 MD1264
 MD1264  VERT ORDER      -  FIRST     CLASS I
 MD1264
 MD1264.The horizontal coordinates were scaled from a map and have
 MD1264.an estimated accuracy of +/- 6 seconds.
 MD1264
 MD1264.The orthometric height was determined by differential leveling and
 MD1264.adjusted by the NATIONAL GEODETIC SURVEY
 MD1264.in June 1991.
 MD1264
 MD1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1264.GEOID18 height accuracy estimate available here.
 MD1264
 MD1264.Click photographs - Photos may exist for this station.
 MD1264
 MD1264.The dynamic height is computed by dividing the NAVD 88
 MD1264.geopotential number by the normal gravity value computed on the
 MD1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1264.degrees latitude (g = 980.6199 gals.).
 MD1264
 MD1264.The modeled gravity was interpolated from observed gravity values.
 MD1264
 MD1264;                    North         East    Units  Estimated Accuracy
 MD1264;SPC IN E     -   667,040.       75,230.      MT  (+/- 180 meters Scaled)
 MD1264
 MD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL869677(NAD 83)
 MD1264
 MD1264                          SUPERSEDED SURVEY CONTROL
 MD1264
 MD1264  NGVD 29 (01/19/93)  245.754  (m)          806.28   (f) ADJUSTED    1 1
 MD1264  NGVD 29 (??/??/92)  245.754  (m)          806.28   (f) SUPERSEDED  1 1
 MD1264
 MD1264.Superseded values are not recommended for survey control.
 MD1264
 MD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1264.See file dsdata.pdf to determine how the superseded data were derived.
 MD1264
 MD1264_MARKER: DB = BENCH MARK DISK
 MD1264_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD1264_SP_SET: WINGWALL
 MD1264_STAMPING: R 184 1946
 MD1264_MARK LOGO: CGS
 MD1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1264+STABILITY: SURFACE MOTION
 MD1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1264+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1264
 MD1264  HISTORY     - Date     Condition        Report By
 MD1264  HISTORY     - 1946     MONUMENTED       CGS
 MD1264  HISTORY     - 1968     GOOD             CGS
 MD1264  HISTORY     - 1969     GOOD             INHD
 MD1264  HISTORY     - 1984     POOR             USPSQD
 MD1264  HISTORY     - 19920909 GOOD             NGS
 MD1264
 MD1264                          STATION DESCRIPTION
 MD1264
 MD1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1264'0.8 MI SE FROM ATWOOD.
 MD1264'ABOUT 0.8 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1264'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 0.4 MILE
 MD1264'SOUTHEAST OF MILEPOST 365, SET ON THE TOP OF THE TOP STEP OF THE
 MD1264'WEST WING WALL FOR A 30-FOOT STONE ARCHED CULVERT OVER POLE RUN
 MD1264'DITCH, 12.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND
 MD1264'TRACK AND 4 FEET BELOW THE LEVEL OF THE TRACK.  SEC 5, T 32N, R 5E.
 MD1264
 MD1264                          STATION RECOVERY (1969)
 MD1264
 MD1264'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1264'RECOVERED IN GOOD CONDITION.
 MD1264
 MD1264                          STATION RECOVERY (1984)
 MD1264
 MD1264'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1264'DEFACED AND SHOWS SIGNS OF ATTEMPT AT REMOVAL.
 MD1264
 MD1264                          STATION RECOVERY (1992)
 MD1264
 MD1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1264'9.3 KM (5.75 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1264'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, IN TOP OF AND 0.5 M
 MD1264'(1.6 FT) NORTHEAST OF THE NORTHWEST END OF THE SOUTH STONE WINGWALL
 MD1264'OF THE WEST ABUTMENT OF A RAILROAD BRIDGE SPANNING POLE RUN DITCH,
 MD1264'4.1 M (13.5 FT) SOUTH OF THE NEAR RAIL, AND 0.9 M (3.0 FT) BELOW THE
 MD1264'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1322 ***********************************************************************
 LA1322  DESIGNATION -  R 185
 LA1322  PID         -  LA1322
 LA1322  STATE/COUNTY-  IN/GRANT
 LA1322  COUNTRY     -  US
 LA1322  USGS QUAD   -  FAIRMOUNT (2019)
 LA1322
 LA1322                         *CURRENT SURVEY CONTROL
 LA1322  ______________________________________________________________________
 LA1322* NAD 83(1986) POSITION- 40 28 02.     (N) 085 37 51.     (W)   SCALED
 LA1322* NAVD 88 ORTHO HEIGHT -   261.607 (meters)      858.29  (feet) ADJUSTED
 LA1322  ______________________________________________________________________
 LA1322  GEOID HEIGHT    -        -34.250 (meters)                     GEOID18
 LA1322  DYNAMIC HEIGHT  -        261.473 (meters)      857.85  (feet) COMP
 LA1322  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LA1322
 LA1322  VERT ORDER      -  FIRST     CLASS II
 LA1322
 LA1322.The horizontal coordinates were scaled from a map and have
 LA1322.an estimated accuracy of +/- 6 seconds.
 LA1322
 LA1322.The orthometric height was determined by differential leveling and
 LA1322.adjusted by the NATIONAL GEODETIC SURVEY
 LA1322.in June 1991.
 LA1322
 LA1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1322.GEOID18 height accuracy estimate available here.
 LA1322
 LA1322.Click photographs - Photos may exist for this station.
 LA1322
 LA1322.The dynamic height is computed by dividing the NAVD 88
 LA1322.geopotential number by the normal gravity value computed on the
 LA1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1322.degrees latitude (g = 980.6199 gals.).
 LA1322
 LA1322.The modeled gravity was interpolated from observed gravity values.
 LA1322
 LA1322;                    North         East    Units  Estimated Accuracy
 LA1322;SPC IN E     -   579,400.      103,040.      MT  (+/- 180 meters Scaled)
 LA1322
 LA1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK160805(NAD 83)
 LA1322
 LA1322                          SUPERSEDED SURVEY CONTROL
 LA1322
 LA1322  NGVD 29 (??/??/92)  261.744  (m)          858.74   (f) ADJ UNCH    1 2
 LA1322
 LA1322.Superseded values are not recommended for survey control.
 LA1322
 LA1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1322.See file dsdata.pdf to determine how the superseded data were derived.
 LA1322
 LA1322_MARKER: DB = BENCH MARK DISK
 LA1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1322_STAMPING: R 185 1946
 LA1322_MARK LOGO: CGS
 LA1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1322+STABILITY: SURFACE MOTION
 LA1322
 LA1322  HISTORY     - Date     Condition        Report By
 LA1322  HISTORY     - 1946     MONUMENTED       CGS
 LA1322
 LA1322                          STATION DESCRIPTION
 LA1322
 LA1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1322'0.9 MI S FROM JONESBORO.
 LA1322'ABOUT 0.9 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1322'THE STATION AT JONESBORO, SET IN THE NORTHWEST QUARTER OF A GRAVEL
 LA1322'ROAD CROSSING, 27 FEET WEST OF THE WEST RAIL, 24 FEET NORTH OF
 LA1322'THE CENTER LINE OF THE GRAVEL ROAD, 24 FEET NORTHEAST OF A 6 INCH
 LA1322'CONCRETE FENCE CORNER POST, 4 FEET SOUTH OF SECOND POLE NORTH
 LA1322'OF POLE NO. 139/10, AND IN LINE WITH THE ROW OF POLES, ABOUT 3
 LA1322'FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 LA1322'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1097 ***********************************************************************
 MD1097  DESIGNATION -  R 186
 MD1097  PID         -  MD1097
 MD1097  STATE/COUNTY-  IN/KOSCIUSKO
 MD1097  COUNTRY     -  US
 MD1097  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1097
 MD1097                         *CURRENT SURVEY CONTROL
 MD1097  ______________________________________________________________________
 MD1097* NAD 83(1986) POSITION- 41 06 10.     (N) 085 43 27.     (W)   SCALED
 MD1097* NAVD 88 ORTHO HEIGHT -   271.361 (meters)      890.29  (feet) ADJUSTED
 MD1097  ______________________________________________________________________
 MD1097  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 MD1097  DYNAMIC HEIGHT  -        271.243 (meters)      889.90  (feet) COMP
 MD1097  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 MD1097
 MD1097  VERT ORDER      -  SECOND    CLASS 0
 MD1097
 MD1097.The horizontal coordinates were scaled from a map and have
 MD1097.an estimated accuracy of +/- 6 seconds.
 MD1097
 MD1097.The orthometric height was determined by differential leveling and
 MD1097.adjusted by the NATIONAL GEODETIC SURVEY
 MD1097.in June 1991.
 MD1097
 MD1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1097.GEOID18 height accuracy estimate available here.
 MD1097
 MD1097.Click photographs - Photos may exist for this station.
 MD1097
 MD1097.The dynamic height is computed by dividing the NAVD 88
 MD1097.geopotential number by the normal gravity value computed on the
 MD1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1097.degrees latitude (g = 980.6199 gals.).
 MD1097
 MD1097.The modeled gravity was interpolated from observed gravity values.
 MD1097
 MD1097;                    North         East    Units  Estimated Accuracy
 MD1097;SPC IN E     -   649,970.       95,170.      MT  (+/- 180 meters Scaled)
 MD1097
 MD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL071509(NAD 83)
 MD1097
 MD1097                          SUPERSEDED SURVEY CONTROL
 MD1097
 MD1097  NGVD 29 (??/??/92)  271.489  (m)          890.71   (f) ADJ UNCH    2 0
 MD1097
 MD1097.Superseded values are not recommended for survey control.
 MD1097
 MD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1097.See file dsdata.pdf to determine how the superseded data were derived.
 MD1097
 MD1097_MARKER: DB = BENCH MARK DISK
 MD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1097_STAMPING: R 186 1946
 MD1097_MARK LOGO: CGS
 MD1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1097+STABILITY: SURFACE MOTION
 MD1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1097+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 MD1097
 MD1097  HISTORY     - Date     Condition        Report By
 MD1097  HISTORY     - 1946     MONUMENTED       CGS
 MD1097  HISTORY     - 1990     GOOD             USPSQD
 MD1097  HISTORY     - 20160912 GOOD             INDIV
 MD1097
 MD1097                          STATION DESCRIPTION
 MD1097
 MD1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1097'1 MI E FROM SIDNEY.
 MD1097'1.0 MILE EAST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING AT
 MD1097'SIDNEY, ABOUT 0.5 MILE EAST OF THE GRADE CROSSING OF THE NEW
 MD1097'YORK, CHICAGO AND ST. LOUIS RAILROAD, AT THE JUNCTION WITH A
 MD1097'GRAVEL ROAD LEADING SOUTH, ABOUT 0.1 MILE NORTH OF THE CROSSING
 MD1097'OF THE GRAVEL ROAD AND THE RAILROAD, IN THE SOUTHWEST ANGLE OF
 MD1097'THE JUNCTION, 42 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 MD1097'17 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 109 FEET
 MD1097'NORTHEAST OF A 36-INCH MAPLE TREE, 17 FEET SOUTH OF A FENCE
 MD1097'CORNER, ABOUT LEVEL WITH THE CENTER OF THE JUNCTION AND SET IN
 MD1097'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1097
 MD1097                          STATION RECOVERY (1990)
 MD1097
 MD1097'RECOVERY NOTE BY US POWER SQUADRON 1990 (VJC)
 MD1097'RECOVERED IN GOOD CONDITION.
 MD1097
 MD1097                          STATION RECOVERY (2016)
 MD1097
 MD1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TAH)
 MD1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1713 ***********************************************************************
 LA1713  DESIGNATION -  R 187
 LA1713  PID         -  LA1713
 LA1713  STATE/COUNTY-  IN/WABASH
 LA1713  COUNTRY     -  US
 LA1713  USGS QUAD   -  SERVIA (2019)
 LA1713
 LA1713                         *CURRENT SURVEY CONTROL
 LA1713  ______________________________________________________________________
 LA1713* NAD 83(1986) POSITION- 40 54 52.     (N) 085 39 44.     (W)   SCALED
 LA1713* NAVD 88 ORTHO HEIGHT -   257.575 (meters)      845.06  (feet) ADJUSTED
 LA1713  ______________________________________________________________________
 LA1713  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LA1713  DYNAMIC HEIGHT  -        257.455 (meters)      844.67  (feet) COMP
 LA1713  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 LA1713
 LA1713  VERT ORDER      -  SECOND    CLASS 0
 LA1713
 LA1713.The horizontal coordinates were scaled from a map and have
 LA1713.an estimated accuracy of +/- 6 seconds.
 LA1713
 LA1713.The orthometric height was determined by differential leveling and
 LA1713.adjusted by the NATIONAL GEODETIC SURVEY
 LA1713.in June 1991.
 LA1713
 LA1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1713.GEOID18 height accuracy estimate available here.
 LA1713
 LA1713.Click photographs - Photos may exist for this station.
 LA1713
 LA1713.The dynamic height is computed by dividing the NAVD 88
 LA1713.geopotential number by the normal gravity value computed on the
 LA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1713.degrees latitude (g = 980.6199 gals.).
 LA1713
 LA1713.The modeled gravity was interpolated from observed gravity values.
 LA1713
 LA1713;                    North         East    Units  Estimated Accuracy
 LA1713;SPC IN E     -   629,060.      100,370.      MT  (+/- 180 meters Scaled)
 LA1713
 LA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL126301(NAD 83)
 LA1713
 LA1713                          SUPERSEDED SURVEY CONTROL
 LA1713
 LA1713  NGVD 29 (??/??/92)  257.700  (m)          845.47   (f) ADJ UNCH    2 0
 LA1713
 LA1713.Superseded values are not recommended for survey control.
 LA1713
 LA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1713.See file dsdata.pdf to determine how the superseded data were derived.
 LA1713
 LA1713_MARKER: DB = BENCH MARK DISK
 LA1713_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1713_SP_SET: CULVERT HEADWALL
 LA1713_STAMPING: R 187 1946
 LA1713_MARK LOGO: CGS
 LA1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1713+STABILITY: SURFACE MOTION
 LA1713
 LA1713  HISTORY     - Date     Condition        Report By
 LA1713  HISTORY     - 1946     MONUMENTED       CGS
 LA1713
 LA1713                          STATION DESCRIPTION
 LA1713
 LA1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1713'4.2 MI SW FROM BIPPUS.
 LA1713'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1713'RAILROAD STATION AT BIPPUS, THENCE 2.1 MILES WEST ALONG STATE
 LA1713'HIGHWAY 16, ABOUT 0.35 MILE EAST OF THE INTERSECTION WITH A
 LA1713'NORTH-SOUTH GRAVEL ROAD, IN THE WEST END OF THE NORTH CONCRETE
 LA1713'HEADWALL OF A 14-INCH CONCRETE PIPE CULVERT, 13 FEET NORTH OF THE
 LA1713'CENTER LINE OF THE HIGHWAY, 1.4 FOOT EAST OF THE WEST END OF THE
 LA1713'HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0898 ***********************************************************************
 LA0898  DESIGNATION -  R 188
 LA0898  PID         -  LA0898
 LA0898  STATE/COUNTY-  IN/HUNTINGTON
 LA0898  COUNTRY     -  US
 LA0898  USGS QUAD   -  ZANESVILLE (2019)
 LA0898
 LA0898                         *CURRENT SURVEY CONTROL
 LA0898  ______________________________________________________________________
 LA0898* NAD 83(1986) POSITION- 40 55 00.     (N) 085 20 10.     (W)   SCALED
 LA0898* NAVD 88 ORTHO HEIGHT -   241.660 (meters)      792.85  (feet) ADJUSTED
 LA0898  ______________________________________________________________________
 LA0898  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LA0898  DYNAMIC HEIGHT  -        241.550 (meters)      792.49  (feet) COMP
 LA0898  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 LA0898
 LA0898  VERT ORDER      -  SECOND    CLASS 0
 LA0898
 LA0898.The horizontal coordinates were scaled from a map and have
 LA0898.an estimated accuracy of +/- 6 seconds.
 LA0898
 LA0898.The orthometric height was determined by differential leveling and
 LA0898.adjusted by the NATIONAL GEODETIC SURVEY
 LA0898.in June 1991.
 LA0898
 LA0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0898.GEOID18 height accuracy estimate available here.
 LA0898
 LA0898.Click photographs - Photos may exist for this station.
 LA0898
 LA0898.The dynamic height is computed by dividing the NAVD 88
 LA0898.geopotential number by the normal gravity value computed on the
 LA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0898.degrees latitude (g = 980.6199 gals.).
 LA0898
 LA0898.The modeled gravity was interpolated from observed gravity values.
 LA0898
 LA0898;                    North         East    Units  Estimated Accuracy
 LA0898;SPC IN E     -   629,360.      127,850.      MT  (+/- 180 meters Scaled)
 LA0898
 LA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL401308(NAD 83)
 LA0898
 LA0898                          SUPERSEDED SURVEY CONTROL
 LA0898
 LA0898  NGVD 29 (??/??/92)  241.802  (m)          793.31   (f) ADJ UNCH    2 0
 LA0898
 LA0898.Superseded values are not recommended for survey control.
 LA0898
 LA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0898.See file dsdata.pdf to determine how the superseded data were derived.
 LA0898
 LA0898_MARKER: DB = BENCH MARK DISK
 LA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0898_STAMPING: R 188 1946
 LA0898_MARK LOGO: CGS
 LA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0898+STABILITY: SURFACE MOTION
 LA0898
 LA0898  HISTORY     - Date     Condition        Report By
 LA0898  HISTORY     - 1946     MONUMENTED       CGS
 LA0898  HISTORY     - 20140318 MARK NOT FOUND   INDIV
 LA0898
 LA0898                          STATION DESCRIPTION
 LA0898
 LA0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0898'2.8 MI W FROM ZANESVILLE.
 LA0898'ABOUT 2.85 MILES WEST ALONG THE WELLS-ALLEN COUNTY LINE ROAD
 LA0898'FROM THE POST OFFICE AT ZANESVILLE, AT THE WELLS-ALLEN
 LA0898'HUNTINGTON COUNTY LINE, IN THE SOUTHWEST QUARTER OF THE COUNTY
 LA0898'LINE CROSS ROADS, 66 FEET SOUTH OF THE CENTER LINE OF THE
 LA0898'EAST-WEST ROAD, 46 FEET SOUTH OF A POWER POLE, 23 FEET WEST
 LA0898'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT WEST OF A
 LA0898'FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA0898'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LA0898
 LA0898                          STATION RECOVERY (2014)
 LA0898
 LA0898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 LA0898'T-E, INC. MARK NOT FOUND.  LOCATION FALLS IN TILLED AREA OF A PREVIOUS
 LA0898'FARM FIELD THAT IS NOW A YARD FOR A NEW HOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0887 ***********************************************************************
 LA0887  DESIGNATION -  R 189
 LA0887  PID         -  LA0887
 LA0887  STATE/COUNTY-  IN/ALLEN
 LA0887  COUNTRY     -  US
 LA0887  USGS QUAD   -  ZANESVILLE (2019)
 LA0887
 LA0887                         *CURRENT SURVEY CONTROL
 LA0887  ______________________________________________________________________
 LA0887* NAD 83(1986) POSITION- 40 58 29.     (N) 085 16 54.     (W)   SCALED
 LA0887* NAVD 88 ORTHO HEIGHT -   252.609 (meters)      828.77  (feet) ADJUSTED
 LA0887  ______________________________________________________________________
 LA0887  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 LA0887  DYNAMIC HEIGHT  -        252.500 (meters)      828.41  (feet) COMP
 LA0887  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 LA0887
 LA0887  VERT ORDER      -  SECOND    CLASS 0
 LA0887
 LA0887.The horizontal coordinates were scaled from a map and have
 LA0887.an estimated accuracy of +/- 6 seconds.
 LA0887
 LA0887.The orthometric height was determined by differential leveling and
 LA0887.adjusted by the NATIONAL GEODETIC SURVEY
 LA0887.in June 1991.
 LA0887
 LA0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0887.GEOID18 height accuracy estimate available here.
 LA0887
 LA0887.Click photographs - Photos may exist for this station.
 LA0887
 LA0887.The dynamic height is computed by dividing the NAVD 88
 LA0887.geopotential number by the normal gravity value computed on the
 LA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0887.degrees latitude (g = 980.6199 gals.).
 LA0887
 LA0887.The modeled gravity was interpolated from observed gravity values.
 LA0887
 LA0887;                    North         East    Units  Estimated Accuracy
 LA0887;SPC IN E     -   635,820.      132,400.      MT  (+/- 180 meters Scaled)
 LA0887
 LA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL445373(NAD 83)
 LA0887
 LA0887                          SUPERSEDED SURVEY CONTROL
 LA0887
 LA0887  NGVD 29 (??/??/92)  252.756  (m)          829.25   (f) ADJ UNCH    2 0
 LA0887
 LA0887.Superseded values are not recommended for survey control.
 LA0887
 LA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0887.See file dsdata.pdf to determine how the superseded data were derived.
 LA0887
 LA0887_MARKER: DB = BENCH MARK DISK
 LA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0887_STAMPING: R 189 1946
 LA0887_MARK LOGO: CGS
 LA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0887+STABILITY: SURFACE MOTION
 LA0887
 LA0887  HISTORY     - Date     Condition        Report By
 LA0887  HISTORY     - 1946     MONUMENTED       CGS
 LA0887  HISTORY     - 1968     GOOD             CGS
 LA0887
 LA0887                          STATION DESCRIPTION
 LA0887
 LA0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0887'3.9 MI SE FROM ABOITE.
 LA0887'ABOUT 1.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0887'RAILWAY CROSSING AT ABOITE, THENCE 2.05 MILES EAST ALONG A GRAVEL
 LA0887'ROAD, AT THE JUNCTION WITH A ROAD LEADING SOUTH, ON THE NORTH
 LA0887'SIDE OF THE JUNCTION AND IN LINE WITH THE EXTENDED CENTER LINE
 LA0887'OF THE ROAD SOUTH, 19 FEET NORTH OF THE CENTER LINE OF THE
 LA0887'EAST-WEST ROAD, 11 FEET SOUTHWEST OF A 3-FOOT BASSWOOD TREE, 21
 LA0887'FEET WEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A T FENCE
 LA0887'CORNER, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA0887'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0906 ***********************************************************************
 ME0906  DESIGNATION -  R 19
 ME0906  PID         -  ME0906
 ME0906  STATE/COUNTY-  IN/LA PORTE
 ME0906  COUNTRY     -  US
 ME0906  USGS QUAD   -  SPRINGVILLE (2019)
 ME0906
 ME0906                         *CURRENT SURVEY CONTROL
 ME0906  ______________________________________________________________________
 ME0906* NAD 83(1986) POSITION- 41 39 43.     (N) 086 37 51.     (W)   SCALED
 ME0906* NAVD 88 ORTHO HEIGHT -   248.461 (meters)      815.16  (feet) ADJUSTED
 ME0906  ______________________________________________________________________
 ME0906  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 ME0906  DYNAMIC HEIGHT  -        248.365 (meters)      814.84  (feet) COMP
 ME0906  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 ME0906
 ME0906  VERT ORDER      -  SECOND    CLASS 0
 ME0906
 ME0906.The horizontal coordinates were scaled from a map and have
 ME0906.an estimated accuracy of +/- 6 seconds.
 ME0906
 ME0906.The orthometric height was determined by differential leveling and
 ME0906.adjusted by the NATIONAL GEODETIC SURVEY
 ME0906.in June 1991.
 ME0906
 ME0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0906.GEOID18 height accuracy estimate available here.
 ME0906
 ME0906.Click photographs - Photos may exist for this station.
 ME0906
 ME0906.The dynamic height is computed by dividing the NAVD 88
 ME0906.geopotential number by the normal gravity value computed on the
 ME0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0906.degrees latitude (g = 980.6199 gals.).
 ME0906
 ME0906.The modeled gravity was interpolated from observed gravity values.
 ME0906
 ME0906;                    North         East    Units  Estimated Accuracy
 ME0906;SPC IN W     -   712,170.      937,690.      MT  (+/- 180 meters Scaled)
 ME0906
 ME0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM307123(NAD 83)
 ME0906
 ME0906                          SUPERSEDED SURVEY CONTROL
 ME0906
 ME0906  NGVD 29 (??/??/92)  248.563  (m)          815.49   (f) ADJ UNCH    2 0
 ME0906
 ME0906.Superseded values are not recommended for survey control.
 ME0906
 ME0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0906.See file dsdata.pdf to determine how the superseded data were derived.
 ME0906
 ME0906_MARKER: DB = BENCH MARK DISK
 ME0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0906_STAMPING: R 19 1934
 ME0906_MARK LOGO: CGS
 ME0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0906+STABILITY: SURFACE MOTION
 ME0906
 ME0906  HISTORY     - Date     Condition        Report By
 ME0906  HISTORY     - 1934     MONUMENTED       CGS
 ME0906  HISTORY     - 1946     GOOD             CGS
 ME0906  HISTORY     - 20150413 MARK NOT FOUND   INDOT
 ME0906
 ME0906                          STATION DESCRIPTION
 ME0906
 ME0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0906'5.8 MI E FROM LA PORTE.
 ME0906'5.8 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0906'STATION AT LA PORTE, LA PORTE COUNTY, 1.2 MILES WEST OF ROLLING
 ME0906'PRAIRIE IN THE SOUTHEAST ANGLE OF A DIRT-ROAD CROSSING, 13 YARDS
 ME0906'EAST OF THE CENTERLINE OF THE ROAD, 12 YARDS SOUTH OF THE SOUTH
 ME0906'RAIL OF THE EAST-BOUND TRACK, 2 YARDS WEST OF A POLE, 1 YARD
 ME0906'NORTH OF A FENCE, AND ABOUT 5 FEET HIGHER THAN THE RAIL.  A
 ME0906'STANDARD DISK, STAMPED R 19 1934 AND SET IN THE TOP OF A CONCRETE
 ME0906'POST PROJECTING 5 INCHES ABOVE GROUND.
 ME0906
 ME0906                          STATION RECOVERY (2015)
 ME0906
 ME0906'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0906'HILL HAS BEEN CUT FOR FIBER OPTIC LINE AND RAILROAD DRIVE ENTRANCE.
 ME0906'MOST LIKELY HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0279 ***********************************************************************
 LB0279  DESIGNATION -  R 190
 LB0279  PID         -  LB0279
 LB0279  STATE/COUNTY-  IN/MIAMI
 LB0279  COUNTRY     -  US
 LB0279  USGS QUAD   -  ONWARD (2019)
 LB0279
 LB0279                         *CURRENT SURVEY CONTROL
 LB0279  ______________________________________________________________________
 LB0279* NAD 83(1986) POSITION- 40 39 24.     (N) 086 07 39.     (W)   SCALED
 LB0279* NAVD 88 ORTHO HEIGHT -   241.006 (meters)      790.70  (feet) ADJUSTED
 LB0279  ______________________________________________________________________
 LB0279  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 LB0279  DYNAMIC HEIGHT  -        240.887 (meters)      790.31  (feet) COMP
 LB0279  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 LB0279
 LB0279  VERT ORDER      -  SECOND    CLASS 0
 LB0279
 LB0279.The horizontal coordinates were scaled from a map and have
 LB0279.an estimated accuracy of +/- 6 seconds.
 LB0279
 LB0279.The orthometric height was determined by differential leveling and
 LB0279.adjusted by the NATIONAL GEODETIC SURVEY
 LB0279.in June 1991.
 LB0279
 LB0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0279.GEOID18 height accuracy estimate available here.
 LB0279
 LB0279.Click photographs - Photos may exist for this station.
 LB0279
 LB0279.The dynamic height is computed by dividing the NAVD 88
 LB0279.geopotential number by the normal gravity value computed on the
 LB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0279.degrees latitude (g = 980.6199 gals.).
 LB0279
 LB0279.The modeled gravity was interpolated from observed gravity values.
 LB0279
 LB0279;                    North         East    Units  Estimated Accuracy
 LB0279;SPC IN E     -   600,530.       61,030.      MT  (+/- 180 meters Scaled)
 LB0279
 LB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737010(NAD 83)
 LB0279
 LB0279                          SUPERSEDED SURVEY CONTROL
 LB0279
 LB0279  NGVD 29 (??/??/92)  241.129  (m)          791.10   (f) ADJ UNCH    2 0
 LB0279
 LB0279.Superseded values are not recommended for survey control.
 LB0279
 LB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0279.See file dsdata.pdf to determine how the superseded data were derived.
 LB0279
 LB0279_MARKER: DB = BENCH MARK DISK
 LB0279_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 LB0279_SP_SET: BOX CULVERT HEADWALL
 LB0279_STAMPING: R 190 1946
 LB0279_MARK LOGO: CGS
 LB0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0279
 LB0279  HISTORY     - Date     Condition        Report By
 LB0279  HISTORY     - 1946     MONUMENTED       CGS
 LB0279  HISTORY     - 1968     GOOD             CGS
 LB0279  HISTORY     - 1969     POOR             CGS
 LB0279
 LB0279                          STATION DESCRIPTION
 LB0279
 LB0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0279'3.6 MI S FROM NEAD.
 LB0279'ABOUT 3.55 MILES SOUTH ALONG U.S. 31 FROM THE SCHOOL AND CROSSROAD
 LB0279'AT NEAD, ABOUT 0.75 MILE SOUTH OF THE ENTRANCE TO THE BUNKER
 LB0279'HILL AIR STATION (GRISSOM AIR FORCE BASE) ABOUT 0.3 MILE SOUTH OF
 LB0279'THE JUNC. OF S.R. 218, SET IN THE TOP OF THE NORTH END OF THE
 LB0279'EAST HEADWALL OF A 6 BY 4 FT. CONC. BOX CULVERT, 39 FT. SOUTHWEST
 LB0279'OF TELEPHONE POLE 16690, 32 FT. EAST OF AND ABOUT 3 FT. BELOW
 LB0279'THE C/L OF THE HIGHWAY.
 LB0279
 LB0279                          STATION RECOVERY (1969)
 LB0279
 LB0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LB0279'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0280 ***********************************************************************
 LB0280  DESIGNATION -  R 190 RESET
 LB0280  PID         -  LB0280
 LB0280  STATE/COUNTY-  IN/MIAMI
 LB0280  COUNTRY     -  US
 LB0280  USGS QUAD   -  ONWARD (2019)
 LB0280
 LB0280                         *CURRENT SURVEY CONTROL
 LB0280  ______________________________________________________________________
 LB0280* NAD 83(1986) POSITION- 40 39 24.     (N) 086 07 39.     (W)   SCALED
 LB0280* NAVD 88 ORTHO HEIGHT -   241.82  (meters)      793.4   (feet) RESET
 LB0280  ______________________________________________________________________
 LB0280  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 LB0280  VERT ORDER      -  THIRD
 LB0280
 LB0280.The horizontal coordinates were scaled from a map and have
 LB0280.an estimated accuracy of +/- 6 seconds.
 LB0280
 LB0280.The orthometric height was computed from unverified reset data.
 LB0280
 LB0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0280.GEOID18 height accuracy estimate available here.
 LB0280
 LB0280.Click photographs - Photos may exist for this station.
 LB0280
 LB0280;                    North         East    Units  Estimated Accuracy
 LB0280;SPC IN E     -   600,530.       61,030.      MT  (+/- 180 meters Scaled)
 LB0280
 LB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737010(NAD 83)
 LB0280
 LB0280                          SUPERSEDED SURVEY CONTROL
 LB0280
 LB0280.No superseded survey control is available for this station.
 LB0280
 LB0280_MARKER: DB = BENCH MARK DISK
 LB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0280_STAMPING: R 190 RESET 1969
 LB0280_MARK LOGO: CGS
 LB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0280+STABILITY: SURFACE MOTION
 LB0280
 LB0280  HISTORY     - Date     Condition        Report By
 LB0280  HISTORY     - 1969     MONUMENTED       CGS
 LB0280
 LB0280                          STATION DESCRIPTION
 LB0280
 LB0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LB0280'3.6 MI S FROM NEAD.
 LB0280'ABOUT 3.55 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 LB0280'AT NEAD, 86 FEET NORTH OF A SMALL CREEK, 67 FEET NORTHWEST OF
 LB0280'A 20 INCH BEECH TREE, 50 FEET SOUTH OF AN EAST-WEST FENCE, 1
 LB0280'FOOT NORTH OF A METAL WITNESS POST AND ON THE EAST EDGE OF THE
 LB0280'HIGHWAY RIGHT-OF-WAY.  SET IN THE TOP OF A ROUND CONCRETE
 LB0280'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1883 ***********************************************************************
 LA1883  DESIGNATION -  R 191
 LA1883  PID         -  LA1883
 LA1883  STATE/COUNTY-  IN/MIAMI
 LA1883  COUNTRY     -  US
 LA1883  USGS QUAD   -  SWEETSER (2019)
 LA1883
 LA1883                         *CURRENT SURVEY CONTROL
 LA1883  ______________________________________________________________________
 LA1883* NAD 83(1986) POSITION- 40 34 39.2    (N) 085 52 24.4    (W)   HD_HELD2
 LA1883* NAVD 88 ORTHO HEIGHT -   253.449 (meters)      831.52  (feet) ADJUSTED
 LA1883  ______________________________________________________________________
 LA1883  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA1883  DYNAMIC HEIGHT  -        253.320 (meters)      831.10  (feet) COMP
 LA1883  MODELED GRAVITY -    980,112.1   (mgal)                       NAVD 88
 LA1883
 LA1883  VERT ORDER      -  SECOND    CLASS 0
 LA1883
 LA1883.The horizontal coordinates were established by autonomous hand held GPS
 LA1883.observations and have an estimated accuracy of +/- 10 meters.
 LA1883
 LA1883.The orthometric height was determined by differential leveling and
 LA1883.adjusted by the NATIONAL GEODETIC SURVEY
 LA1883.in June 1991.
 LA1883
 LA1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1883.GEOID18 height accuracy estimate available here.
 LA1883
 LA1883.Click photographs - Photos may exist for this station.
 LA1883
 LA1883.The dynamic height is computed by dividing the NAVD 88
 LA1883.geopotential number by the normal gravity value computed on the
 LA1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1883.degrees latitude (g = 980.6199 gals.).
 LA1883
 LA1883.The modeled gravity was interpolated from observed gravity values.
 LA1883
 LA1883;                    North         East    Units  Estimated Accuracy
 LA1883;SPC IN E     -   591,668.       82,493.      MT  (+/- 10 meters HH2 GPS)
 LA1883
 LA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9534892473(NAD 83)
 LA1883
 LA1883                          SUPERSEDED SURVEY CONTROL
 LA1883
 LA1883  NGVD 29 (??/??/92)  253.573  (m)          831.93   (f) ADJ UNCH    2 0
 LA1883
 LA1883.Superseded values are not recommended for survey control.
 LA1883
 LA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1883.See file dsdata.pdf to determine how the superseded data were derived.
 LA1883
 LA1883_MARKER: DB = BENCH MARK DISK
 LA1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1883_SP_SET: BUILDING FOUNDATION
 LA1883_STAMPING: R 191 1946
 LA1883_MARK LOGO: CGS
 LA1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1883
 LA1883  HISTORY     - Date     Condition        Report By
 LA1883  HISTORY     - 1946     MONUMENTED       CGS
 LA1883  HISTORY     - 1968     GOOD             CGS
 LA1883
 LA1883                          STATION DESCRIPTION
 LA1883
 LA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA1883'AT CONVERSE.
 LA1883'AT CONVERSE SET VERTICALLY IN THE EAST FACE OF THE STONE FOUNDATION
 LA1883'OF THE PUBLIC LIBRARY BUILDING, 1 FT. NORTH OF THE SOUTHEAST
 LA1883'CORNER AND ABOUT 1.1 FT. ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0748 ***********************************************************************
 LA0748  DESIGNATION -  R 192
 LA0748  PID         -  LA0748
 LA0748  STATE/COUNTY-  IN/GRANT
 LA0748  COUNTRY     -  US
 LA0748  USGS QUAD   -  VAN BUREN (2019)
 LA0748
 LA0748                         *CURRENT SURVEY CONTROL
 LA0748  ______________________________________________________________________
 LA0748* NAD 83(1986) POSITION- 40 36 35.     (N) 085 32 33.     (W)   SCALED
 LA0748* NAVD 88 ORTHO HEIGHT -   260.576 (meters)      854.91  (feet) ADJUSTED
 LA0748  ______________________________________________________________________
 LA0748  GEOID HEIGHT    -        -34.268 (meters)                     GEOID18
 LA0748  DYNAMIC HEIGHT  -        260.445 (meters)      854.48  (feet) COMP
 LA0748  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 LA0748
 LA0748  VERT ORDER      -  SECOND    CLASS 0
 LA0748
 LA0748.The horizontal coordinates were scaled from a map and have
 LA0748.an estimated accuracy of +/- 6 seconds.
 LA0748
 LA0748.The orthometric height was determined by differential leveling and
 LA0748.adjusted by the NATIONAL GEODETIC SURVEY
 LA0748.in June 1991.
 LA0748
 LA0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0748.GEOID18 height accuracy estimate available here.
 LA0748
 LA0748.Click photographs - Photos may exist for this station.
 LA0748
 LA0748.The dynamic height is computed by dividing the NAVD 88
 LA0748.geopotential number by the normal gravity value computed on the
 LA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0748.degrees latitude (g = 980.6199 gals.).
 LA0748
 LA0748.The modeled gravity was interpolated from observed gravity values.
 LA0748
 LA0748;                    North         East    Units  Estimated Accuracy
 LA0748;SPC IN E     -   595,230.      110,510.      MT  (+/- 180 meters Scaled)
 LA0748
 LA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK233964(NAD 83)
 LA0748
 LA0748                          SUPERSEDED SURVEY CONTROL
 LA0748
 LA0748  NGVD 29 (??/??/92)  260.706  (m)          855.33   (f) ADJ UNCH    2 0
 LA0748
 LA0748.Superseded values are not recommended for survey control.
 LA0748
 LA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0748.See file dsdata.pdf to determine how the superseded data were derived.
 LA0748
 LA0748_MARKER: DB = BENCH MARK DISK
 LA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0748_STAMPING: R 192 1946
 LA0748_MARK LOGO: CGS
 LA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0748+STABILITY: SURFACE MOTION
 LA0748
 LA0748  HISTORY     - Date     Condition        Report By
 LA0748  HISTORY     - 1946     MONUMENTED       CGS
 LA0748  HISTORY     - 1965     GOOD             CGS
 LA0748
 LA0748                          STATION DESCRIPTION
 LA0748
 LA0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0748'2.4 MI SW FROM VAN BUREN.
 LA0748'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE PUBLIC
 LA0748'LIBRARY AT VAN BUREN, THENCE ABOUT 2.0 MILES WEST ALONG A
 LA0748'GRAVEL ROAD, ABOUT 1.0 MILE EAST OF THE CROSSROADS AT LANDESS,
 LA0748'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 38 FEET EAST
 LA0748'OF THE CENTER LINE OF THE SIDE ROAD, 19 FEET NORTH OF THE CENTER
 LA0748'LINE OF THE EAST-WEST ROAD, 18.5 FEET EAST OF POWER POLE NO.
 LA0748'GR 2057, 17 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 LA0748'FENCE LINE, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 LA0748'OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0748
 LA0748                          STATION RECOVERY (1965)
 LA0748
 LA0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1297 ***********************************************************************
 LA1297  DESIGNATION -  R 193
 LA1297  PID         -  LA1297
 LA1297  STATE/COUNTY-  IN/MADISON
 LA1297  COUNTRY     -  US
 LA1297  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1297
 LA1297                         *CURRENT SURVEY CONTROL
 LA1297  ______________________________________________________________________
 LA1297* NAD 83(1986) POSITION- 40 13 09.     (N) 085 40 51.     (W)   SCALED
 LA1297* NAVD 88 ORTHO HEIGHT -   269.356 (meters)      883.71  (feet) ADJUSTED
 LA1297  ______________________________________________________________________
 LA1297  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1297  DYNAMIC HEIGHT  -        269.213 (meters)      883.24  (feet) COMP
 LA1297  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 LA1297
 LA1297  VERT ORDER      -  FIRST     CLASS II
 LA1297
 LA1297.The horizontal coordinates were scaled from a map and have
 LA1297.an estimated accuracy of +/- 6 seconds.
 LA1297
 LA1297.The orthometric height was determined by differential leveling and
 LA1297.adjusted by the NATIONAL GEODETIC SURVEY
 LA1297.in June 1991.
 LA1297
 LA1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1297.GEOID18 height accuracy estimate available here.
 LA1297
 LA1297.Click photographs - Photos may exist for this station.
 LA1297
 LA1297.The dynamic height is computed by dividing the NAVD 88
 LA1297.geopotential number by the normal gravity value computed on the
 LA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1297.degrees latitude (g = 980.6199 gals.).
 LA1297
 LA1297.The modeled gravity was interpolated from observed gravity values.
 LA1297
 LA1297;                    North         East    Units  Estimated Accuracy
 LA1297;SPC IN E     -   551,850.       98,790.      MT  (+/- 180 meters Scaled)
 LA1297
 LA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122529(NAD 83)
 LA1297
 LA1297                          SUPERSEDED SURVEY CONTROL
 LA1297
 LA1297  NGVD 29 (??/??/92)  269.499  (m)          884.18   (f) ADJ UNCH    1 2
 LA1297
 LA1297.Superseded values are not recommended for survey control.
 LA1297
 LA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1297.See file dsdata.pdf to determine how the superseded data were derived.
 LA1297
 LA1297_MARKER: DB = BENCH MARK DISK
 LA1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1297_STAMPING: R 193 1946
 LA1297_MARK LOGO: CGS
 LA1297_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1297+STABILITY: SURFACE MOTION
 LA1297
 LA1297  HISTORY     - Date     Condition        Report By
 LA1297  HISTORY     - 1946     MONUMENTED       CGS
 LA1297  HISTORY     - 20230912 GOOD             INDOT
 LA1297
 LA1297                          STATION DESCRIPTION
 LA1297
 LA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1297'3.2 MI S FROM ALEXANDRIA.
 LA1297'ABOUT 3.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1297'THE STATION AT ALEXANDRIA, AT THE CROSSING OF STATE HIGHWAY 128,
 LA1297'ABOUT 1 POLE SOUTH OF POLE 156/30, 47 FEET EAST OF THE EAST RAIL
 LA1297'OF THE TRACK, 44 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 128,
 LA1297'10 FEET SOUTHEAST OF A POWER POLE ALONG THE HIGHWAY, 9 FEET SOUTH
 LA1297'OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE LINE, ABOUT 2.5
 LA1297'FEET BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LA1297'PROJECTING 5 INCHES.
 LA1297
 LA1297                          STATION RECOVERY (2023)
 LA1297
 LA1297'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1297'THE MARK IS AT THE NORTH END OF TREE ROW.  IT MAY NOT BE SUITABLE FOR
 LA1297'GOOD GPS OBSERVATION WHILE THE LEAVES ARE ON.  IT MAY BE SUITABLE ONCE
 LA1297'THE LEAVES HAVE FALLEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1341 ***********************************************************************
 LA1341  DESIGNATION -  R 194
 LA1341  PID         -  LA1341
 LA1341  STATE/COUNTY-  IN/MADISON
 LA1341  COUNTRY     -  US
 LA1341  USGS QUAD   -  FRANKTON (2019)
 LA1341
 LA1341                         *CURRENT SURVEY CONTROL
 LA1341  ______________________________________________________________________
 LA1341* NAD 83(1986) POSITION- 40 11 32.6    (N) 085 51 45.2    (W)   HD_HELD2
 LA1341* NAVD 88 ORTHO HEIGHT -   254.876 (meters)      836.21  (feet) ADJUSTED
 LA1341  ______________________________________________________________________
 LA1341  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LA1341  DYNAMIC HEIGHT  -        254.739 (meters)      835.76  (feet) COMP
 LA1341  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 LA1341
 LA1341  VERT ORDER      -  SECOND    CLASS 0
 LA1341
 LA1341.The horizontal coordinates were established by autonomous hand held GPS
 LA1341.observations and have an estimated accuracy of +/- 10 meters.
 LA1341
 LA1341.The orthometric height was determined by differential leveling and
 LA1341.adjusted by the NATIONAL GEODETIC SURVEY
 LA1341.in June 1991.
 LA1341
 LA1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1341.GEOID18 height accuracy estimate available here.
 LA1341
 LA1341.Click photographs - Photos may exist for this station.
 LA1341
 LA1341.The dynamic height is computed by dividing the NAVD 88
 LA1341.geopotential number by the normal gravity value computed on the
 LA1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1341.degrees latitude (g = 980.6199 gals.).
 LA1341
 LA1341.The modeled gravity was interpolated from observed gravity values.
 LA1341
 LA1341;                    North         East    Units  Estimated Accuracy
 LA1341;SPC IN E     -   548,898.       83,320.      MT  (+/- 10 meters HH2 GPS)
 LA1341
 LA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9681949731(NAD 83)
 LA1341
 LA1341                          SUPERSEDED SURVEY CONTROL
 LA1341
 LA1341  NGVD 29 (??/??/92)  255.009  (m)          836.64   (f) ADJ UNCH    2 0
 LA1341
 LA1341.Superseded values are not recommended for survey control.
 LA1341
 LA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1341.See file dsdata.pdf to determine how the superseded data were derived.
 LA1341
 LA1341_MARKER: DB = BENCH MARK DISK
 LA1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1341_STAMPING: R 194 1946
 LA1341_MARK LOGO: CGS
 LA1341_PROJECTION: FLUSH
 LA1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1341+STABILITY: SURFACE MOTION
 LA1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1341+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2017
 LA1341
 LA1341  HISTORY     - Date     Condition        Report By
 LA1341  HISTORY     - 1946     MONUMENTED       CGS
 LA1341  HISTORY     - 20060522 GOOD             BFSINC
 LA1341  HISTORY     - 20170208 GOOD             INDOT
 LA1341
 LA1341                          STATION DESCRIPTION
 LA1341
 LA1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1341'3.5 MI N FROM PERKINSVILLE.
 LA1341'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CONCRETE
 LA1341'BRIDGE OVER WEST FORK WHITE RIVER AT PERKINSVILLE, AT AN EAST-WEST
 LA1341'GRAVEL CROSS ROAD, 0.5 MILE SOUTH OF A BLACK TOP ROAD LEADING
 LA1341'WEST TO AROMA, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1341'49 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 44 FEET
 LA1341'SOUTH OF A TELEPHONE POLE, 7 FEET NORTH OF A ROUND CONCRETE
 LA1341'FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT 1.5 FEET
 LA1341'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1341'5 INCHES.
 LA1341
 LA1341                          STATION RECOVERY (2006)
 LA1341
 LA1341'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 LA1341'RECOVERED IN GOOD CONDITION.
 LA1341
 LA1341                          STATION RECOVERY (2017)
 LA1341
 LA1341'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LA1341'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1373 ***********************************************************************
 LA1373  DESIGNATION -  R 195
 LA1373  PID         -  LA1373
 LA1373  STATE/COUNTY-  IN/GRANT
 LA1373  COUNTRY     -  US
 LA1373  USGS QUAD   -  POINT ISABEL (2019)
 LA1373
 LA1373                         *CURRENT SURVEY CONTROL
 LA1373  ______________________________________________________________________
 LA1373* NAD 83(1986) POSITION- 40 27 01.     (N) 085 48 19.     (W)   SCALED
 LA1373* NAVD 88 ORTHO HEIGHT -   267.179 (meters)      876.57  (feet) ADJUSTED
 LA1373  ______________________________________________________________________
 LA1373  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1373  DYNAMIC HEIGHT  -        267.041 (meters)      876.12  (feet) COMP
 LA1373  MODELED GRAVITY -    980,102.4   (mgal)                       NAVD 88
 LA1373
 LA1373  VERT ORDER      -  SECOND    CLASS 0
 LA1373
 LA1373.The horizontal coordinates were scaled from a map and have
 LA1373.an estimated accuracy of +/- 6 seconds.
 LA1373
 LA1373.The orthometric height was determined by differential leveling and
 LA1373.adjusted by the NATIONAL GEODETIC SURVEY
 LA1373.in June 1991.
 LA1373
 LA1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1373.GEOID18 height accuracy estimate available here.
 LA1373
 LA1373.Click photographs - Photos may exist for this station.
 LA1373
 LA1373.The dynamic height is computed by dividing the NAVD 88
 LA1373.geopotential number by the normal gravity value computed on the
 LA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1373.degrees latitude (g = 980.6199 gals.).
 LA1373
 LA1373.The modeled gravity was interpolated from observed gravity values.
 LA1373
 LA1373;                    North         East    Units  Estimated Accuracy
 LA1373;SPC IN E     -   577,520.       88,240.      MT  (+/- 180 meters Scaled)
 LA1373
 LA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK013784(NAD 83)
 LA1373
 LA1373                          SUPERSEDED SURVEY CONTROL
 LA1373
 LA1373  NGVD 29 (??/??/92)  267.308  (m)          876.99   (f) ADJ UNCH    2 0
 LA1373
 LA1373.Superseded values are not recommended for survey control.
 LA1373
 LA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1373.See file dsdata.pdf to determine how the superseded data were derived.
 LA1373
 LA1373_MARKER: DB = BENCH MARK DISK
 LA1373_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1373_STAMPING: R 195 1946
 LA1373_MARK LOGO: CGS
 LA1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1373
 LA1373  HISTORY     - Date     Condition        Report By
 LA1373  HISTORY     - 1946     MONUMENTED       CGS
 LA1373
 LA1373                          STATION DESCRIPTION
 LA1373
 LA1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1373'2.8 MI NE FROM POINT ISABEL.
 LA1373'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1373'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 1.05 MILES EAST
 LA1373'ALONG A GRAVEL ROAD, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL
 LA1373'ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF A ROUND CONCRETE
 LA1373'CORNER FENCE POST 1.3 FEET IN DIAMETER, 16 FEET SOUTH OF THE
 LA1373'CENTER LINE OF THE EAST WEST ROAD, 16 FEET EAST OF THE CENTER
 LA1373'LINE OF THE NORTH-SOUTH ROAD, AND 2.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0656 ***********************************************************************
 MD0656  DESIGNATION -  R 196
 MD0656  PID         -  MD0656
 MD0656  STATE/COUNTY-  IN/ALLEN
 MD0656  COUNTRY     -  US
 MD0656  USGS QUAD   -  ARCOLA (2019)
 MD0656
 MD0656                         *CURRENT SURVEY CONTROL
 MD0656  ______________________________________________________________________
 MD0656* NAD 83(1986) POSITION- 41 06 24.     (N) 085 18 37.     (W)   SCALED
 MD0656* NAVD 88 ORTHO HEIGHT -   257.483 (meters)      844.76  (feet) ADJUSTED
 MD0656  ______________________________________________________________________
 MD0656  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 MD0656  DYNAMIC HEIGHT  -        257.383 (meters)      844.43  (feet) COMP
 MD0656  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 MD0656
 MD0656  VERT ORDER      -  FIRST     CLASS I
 MD0656
 MD0656.The horizontal coordinates were scaled from a map and have
 MD0656.an estimated accuracy of +/- 6 seconds.
 MD0656
 MD0656.The orthometric height was determined by differential leveling and
 MD0656.adjusted by the NATIONAL GEODETIC SURVEY
 MD0656.in June 1991.
 MD0656
 MD0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0656.GEOID18 height accuracy estimate available here.
 MD0656
 MD0656.Click photographs - Photos may exist for this station.
 MD0656
 MD0656.The dynamic height is computed by dividing the NAVD 88
 MD0656.geopotential number by the normal gravity value computed on the
 MD0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0656.degrees latitude (g = 980.6199 gals.).
 MD0656
 MD0656.The modeled gravity was interpolated from observed gravity values.
 MD0656
 MD0656;                    North         East    Units  Estimated Accuracy
 MD0656;SPC IN E     -   650,470.      129,940.      MT  (+/- 180 meters Scaled)
 MD0656
 MD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL418519(NAD 83)
 MD0656
 MD0656                          SUPERSEDED SURVEY CONTROL
 MD0656
 MD0656  NGVD 29 (??/??/92)  257.639  (m)          845.27   (f) ADJ UNCH    1 1
 MD0656
 MD0656.Superseded values are not recommended for survey control.
 MD0656
 MD0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0656.See file dsdata.pdf to determine how the superseded data were derived.
 MD0656
 MD0656_MARKER: DB = BENCH MARK DISK
 MD0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0656_STAMPING: R 196 1946
 MD0656_MARK LOGO: CGS
 MD0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0656+STABILITY: SURFACE MOTION
 MD0656
 MD0656  HISTORY     - Date     Condition        Report By
 MD0656  HISTORY     - 1946     MONUMENTED       CGS
 MD0656  HISTORY     - 1968     GOOD             CGS
 MD0656  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0656
 MD0656                          STATION DESCRIPTION
 MD0656
 MD0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0656'0.7 MI NW FROM ARCOLA.
 MD0656'ABOUT 0.7 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0656'THE CROSSING OF ARCOLA ROAD AT ARCOLA, 84 1/2 FEET WEST OF AND
 MD0656'ACROSS THE TRACK FROM MILEPOST 329, 41 1/2 FEET WEST OF THE
 MD0656'CENTER OF THE CROSSING OF A FARM ROAD AND THE EASTBOUND TRACK,
 MD0656'32.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 FEET NORTHWEST OF
 MD0656'THE CENTER LINE OF THE ROAD, 16 1/2 FEET NORTHWEST OF A FENCE
 MD0656'CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 4 FEET BELOW THE LEVEL
 MD0656'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0656'2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 29, T 31 N, R 11 E.
 MD0656
 MD0656                          STATION RECOVERY (1992)
 MD0656
 MD0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0656'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0951 ***********************************************************************
 MD0951  DESIGNATION -  R 197
 MD0951  PID         -  MD0951
 MD0951  STATE/COUNTY-  IN/ALLEN
 MD0951  COUNTRY     -  US
 MD0951  USGS QUAD   -  CHURUBUSCO (2019)
 MD0951
 MD0951                         *CURRENT SURVEY CONTROL
 MD0951  ______________________________________________________________________
 MD0951* NAD 83(1986) POSITION- 41 14 52.     (N) 085 17 00.     (W)   SCALED
 MD0951* NAVD 88 ORTHO HEIGHT -   269.787 (meters)      885.13  (feet) ADJUSTED
 MD0951  ______________________________________________________________________
 MD0951  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 MD0951  DYNAMIC HEIGHT  -        269.685 (meters)      884.79  (feet) COMP
 MD0951  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 MD0951
 MD0951  VERT ORDER      -  SECOND    CLASS 0
 MD0951
 MD0951.The horizontal coordinates were scaled from a map and have
 MD0951.an estimated accuracy of +/- 6 seconds.
 MD0951
 MD0951.The orthometric height was determined by differential leveling and
 MD0951.adjusted by the NATIONAL GEODETIC SURVEY
 MD0951.in June 1991.
 MD0951
 MD0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0951.GEOID18 height accuracy estimate available here.
 MD0951
 MD0951.Click photographs - Photos may exist for this station.
 MD0951
 MD0951.The dynamic height is computed by dividing the NAVD 88
 MD0951.geopotential number by the normal gravity value computed on the
 MD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0951.degrees latitude (g = 980.6199 gals.).
 MD0951
 MD0951.The modeled gravity was interpolated from observed gravity values.
 MD0951
 MD0951;                    North         East    Units  Estimated Accuracy
 MD0951;SPC IN E     -   666,150.      132,130.      MT  (+/- 180 meters Scaled)
 MD0951
 MD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL438676(NAD 83)
 MD0951
 MD0951                          SUPERSEDED SURVEY CONTROL
 MD0951
 MD0951  NGVD 29 (??/??/92)  269.941  (m)          885.63   (f) ADJ UNCH    2 0
 MD0951
 MD0951.Superseded values are not recommended for survey control.
 MD0951
 MD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0951.See file dsdata.pdf to determine how the superseded data were derived.
 MD0951
 MD0951_MARKER: DB = BENCH MARK DISK
 MD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0951_STAMPING: R 197 1946
 MD0951_MARK LOGO: CGS
 MD0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0951+STABILITY: SURFACE MOTION
 MD0951
 MD0951  HISTORY     - Date     Condition        Report By
 MD0951  HISTORY     - 1946     MONUMENTED       CGS
 MD0951  HISTORY     - 1961     GOOD             CGS
 MD0951
 MD0951                          STATION DESCRIPTION
 MD0951
 MD0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0951'2.3 MI NE FROM CHURUBUSCO.
 MD0951'ABOUT 2.3 MILES NE ALONG NO. 205 INDIANA HIGHWAY FROM ITS
 MD0951'INTERSECTION WITH NO 33 U.S. HWY. IN HEART OF CHURUBUSCO, AT AN
 MD0951'OBLIQUE CROSS ROAD, 126 FEET WSW OF INTERSECTION OF CENTER
 MD0951'LINES OF HWY. AND N-S MADDEN ROAD, 117 FEET SW OF A FENCE CORNER,
 MD0951'39 FEET NW OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 1.8
 MD0951'FEET LOWER THAN SAME, 1.6 FEET SW OF STEEL WITNESS POST, AND
 MD0951'PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0370 ***********************************************************************
 MD0370  DESIGNATION -  R 198
 MD0370  PID         -  MD0370
 MD0370  STATE/COUNTY-  IN/DE KALB
 MD0370  COUNTRY     -  US
 MD0370  USGS QUAD   -  HICKSVILLE (2016)
 MD0370
 MD0370                         *CURRENT SURVEY CONTROL
 MD0370  ______________________________________________________________________
 MD0370* NAD 83(1986) POSITION- 41 22 17.19   (N) 084 52 10.59   (W)   HD_HELD1
 MD0370* NAVD 88 ORTHO HEIGHT -   255.901 (meters)      839.57  (feet) ADJUSTED
 MD0370  ______________________________________________________________________
 MD0370  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 MD0370  DYNAMIC HEIGHT  -        255.800 (meters)      839.24  (feet) COMP
 MD0370  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 MD0370
 MD0370  VERT ORDER      -  SECOND    CLASS 0
 MD0370
 MD0370.The horizontal coordinates were determined by differentially corrected
 MD0370.hand held GPS observations or other comparable positioning techniques
 MD0370.and have an estimated accuracy of +/- 3 meters.
 MD0370
 MD0370.The orthometric height was determined by differential leveling and
 MD0370.adjusted by the NATIONAL GEODETIC SURVEY
 MD0370.in June 1991.
 MD0370
 MD0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0370.GEOID18 height accuracy estimate available here.
 MD0370
 MD0370.Click photographs - Photos may exist for this station.
 MD0370
 MD0370.The dynamic height is computed by dividing the NAVD 88
 MD0370.geopotential number by the normal gravity value computed on the
 MD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0370.degrees latitude (g = 980.6199 gals.).
 MD0370
 MD0370.The modeled gravity was interpolated from observed gravity values.
 MD0370
 MD0370;                    North         East    Units  Estimated Accuracy
 MD0370;SPC IN E     -   680,114.8     166,680.8     MT  (+/- 3 meters HH1 GPS) 
 MD0370
 MD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7816482181(NAD 83)
 MD0370
 MD0370                          SUPERSEDED SURVEY CONTROL
 MD0370
 MD0370  NGVD 29 (??/??/92)  256.047  (m)          840.05   (f) ADJ UNCH    2 0
 MD0370
 MD0370.Superseded values are not recommended for survey control.
 MD0370
 MD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0370.See file dsdata.pdf to determine how the superseded data were derived.
 MD0370
 MD0370_MARKER: DB = BENCH MARK DISK
 MD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0370_STAMPING: R 198 1946
 MD0370_MARK LOGO: CGS
 MD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0370+STABILITY: SURFACE MOTION
 MD0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0370+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 MD0370
 MD0370  HISTORY     - Date     Condition        Report By
 MD0370  HISTORY     - 1946     MONUMENTED       CGS
 MD0370  HISTORY     - 1968     GOOD             INHD
 MD0370  HISTORY     - 20061116 GOOD             INDIV
 MD0370
 MD0370                          STATION DESCRIPTION
 MD0370
 MD0370'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0370'4 MI S FROM BUTLER.
 MD0370'ABOUT 4.0 MILES SOUTH ALONG S.R. 1 FROM ITS INTERSECTION WITH
 MD0370'U.S. 6 IN BUTLER, AT A GRAVEL CROSSROAD WITH AN ABANDONED SCHOOL
 MD0370'HOUSE IN SOUTHWEST ANGLE THEROF 37 FT. WEST OF THE CENTERLINE OF
 MD0370'THE 20 FT. ASPHALT PAVEMENT, 67 FT. NORTH OF THE CENTERLINE OF
 MD0370'CO. RD. 44 0.9 FT. HIGHER THAN SAME 0.3 FT. ABOVE THE GROUND, 1
 MD0370'FT. EAST OF A FENCE, AND 1.5 FT. SOUTH OF A STEEL WITNESS POST.
 MD0370
 MD0370                          STATION RECOVERY (2006)
 MD0370
 MD0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0370'ABANDONED SCHOOL HOUSE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0499 ***********************************************************************
 MD0499  DESIGNATION -  R 199
 MD0499  PID         -  MD0499
 MD0499  STATE/COUNTY-  IN/ALLEN
 MD0499  COUNTRY     -  US
 MD0499  USGS QUAD   -  GRABILL (2019)
 MD0499
 MD0499                         *CURRENT SURVEY CONTROL
 MD0499  ______________________________________________________________________
 MD0499* NAD 83(1986) POSITION- 41 11 42.7    (N) 084 55 21.8    (W)   HD_HELD2
 MD0499* NAVD 88 ORTHO HEIGHT -   241.784 (meters)      793.25  (feet) ADJUSTED
 MD0499  ______________________________________________________________________
 MD0499  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0499  DYNAMIC HEIGHT  -        241.688 (meters)      792.94  (feet) COMP
 MD0499  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0499
 MD0499  VERT ORDER      -  SECOND    CLASS 0
 MD0499
 MD0499.The horizontal coordinates were established by autonomous hand held GPS
 MD0499.observations and have an estimated accuracy of +/- 10 meters.
 MD0499
 MD0499.The orthometric height was determined by differential leveling and
 MD0499.adjusted by the NATIONAL GEODETIC SURVEY
 MD0499.in June 1991.
 MD0499
 MD0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0499.GEOID18 height accuracy estimate available here.
 MD0499
 MD0499.Click photographs - Photos may exist for this station.
 MD0499
 MD0499.The dynamic height is computed by dividing the NAVD 88
 MD0499.geopotential number by the normal gravity value computed on the
 MD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0499.degrees latitude (g = 980.6199 gals.).
 MD0499
 MD0499.The modeled gravity was interpolated from observed gravity values.
 MD0499
 MD0499;                    North         East    Units  Estimated Accuracy
 MD0499;SPC IN E     -   660,502.      162,405.      MT  (+/- 10 meters HH2 GPS)
 MD0499
 MD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7419062506(NAD 83)
 MD0499
 MD0499                          SUPERSEDED SURVEY CONTROL
 MD0499
 MD0499  NGVD 29 (??/??/92)  241.938  (m)          793.76   (f) ADJ UNCH    2 0
 MD0499
 MD0499.Superseded values are not recommended for survey control.
 MD0499
 MD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0499.See file dsdata.pdf to determine how the superseded data were derived.
 MD0499
 MD0499_MARKER: DB = BENCH MARK DISK
 MD0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0499_SP_SET: BUILDING
 MD0499_STAMPING: R 199 1946
 MD0499_MARK LOGO: CGS
 MD0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0499
 MD0499  HISTORY     - Date     Condition        Report By
 MD0499  HISTORY     - 1946     MONUMENTED       CGS
 MD0499  HISTORY     - 1962     GOOD             CGS
 MD0499  HISTORY     - 1963     GOOD             CGS
 MD0499  HISTORY     - 1984     GOOD             NGS
 MD0499  HISTORY     - 1984     GOOD             NGS
 MD0499
 MD0499                          STATION DESCRIPTION
 MD0499
 MD0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0499'AT HARLAN.
 MD0499'AT HARLAN, ABOUT 0.15 MILE SW ALONG NO. 37 INDIANA HWY. FROM
 MD0499'ITS OBLIQUE INTERSECTION WITH ANTWERP ROAD IN THE CENTER OF TOWN,
 MD0499'129 FEET NW OF CENTER LINE OF THE HWY., AT THE SOUTHEASTERLY CORNER
 MD0499'OF THE GROUP OF HIGH SCHOOL BUILDINGS, 1.5 FEET W OF SE CORNER
 MD0499'OF THAT BUILDING WHICH BEARS LEGEND HARLAN HIGH SCHOOL 1908
 MD0499'IN THE HEADSILL OVER THE FRONT (E) DOOR, 4.5 FEET ABOVE GROUND
 MD0499'LEVEL.  A STANDARD DISK SET FACE-VERTICAL IN A DRILL HOLE IN THE
 MD0499'BRICK WALL.
 MD0499
 MD0499                          STATION RECOVERY (1963)
 MD0499
 MD0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0499'RECOVERED IN GOOD CONDITION.
 MD0499
 MD0499                          STATION RECOVERY (1984)
 MD0499
 MD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0499'RECOVERED IN GOOD CONDITION.
 MD0499
 MD0499                          STATION RECOVERY (1984)
 MD0499
 MD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1371 ***********************************************************************
 MD1371  DESIGNATION -  R 20
 MD1371  PID         -  MD1371
 MD1371  STATE/COUNTY-  IN/ELKHART
 MD1371  COUNTRY     -  US
 MD1371  USGS QUAD   -  GOSHEN (2019)
 MD1371
 MD1371                         *CURRENT SURVEY CONTROL
 MD1371  ______________________________________________________________________
 MD1371* NAD 83(1986) POSITION- 41 35 19.     (N) 085 49 53.     (W)   SCALED
 MD1371* NAVD 88 ORTHO HEIGHT -   242.512 (meters)      795.64  (feet) ADJUSTED
 MD1371  ______________________________________________________________________
 MD1371  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 MD1371  DYNAMIC HEIGHT  -        242.417 (meters)      795.33  (feet) COMP
 MD1371  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD1371
 MD1371  VERT ORDER      -  FIRST     CLASS II
 MD1371
 MD1371.The horizontal coordinates were scaled from a map and have
 MD1371.an estimated accuracy of +/- 6 seconds.
 MD1371
 MD1371.The orthometric height was determined by differential leveling and
 MD1371.adjusted by the NATIONAL GEODETIC SURVEY
 MD1371.in June 1991.
 MD1371
 MD1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1371.GEOID18 height accuracy estimate available here.
 MD1371
 MD1371.Click photographs - Photos may exist for this station.
 MD1371
 MD1371.The dynamic height is computed by dividing the NAVD 88
 MD1371.geopotential number by the normal gravity value computed on the
 MD1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1371.degrees latitude (g = 980.6199 gals.).
 MD1371
 MD1371.The modeled gravity was interpolated from observed gravity values.
 MD1371
 MD1371;                    North         East    Units  Estimated Accuracy
 MD1371;SPC IN E     -   703,940.       86,270.      MT  (+/- 180 meters Scaled)
 MD1371
 MD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM974047(NAD 83)
 MD1371
 MD1371                          SUPERSEDED SURVEY CONTROL
 MD1371
 MD1371  NGVD 29 (??/??/92)  242.632  (m)          796.04   (f) ADJ UNCH    1 2
 MD1371
 MD1371.Superseded values are not recommended for survey control.
 MD1371
 MD1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1371.See file dsdata.pdf to determine how the superseded data were derived.
 MD1371
 MD1371_MARKER: DB = BENCH MARK DISK
 MD1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1371_STAMPING: R 20 1934
 MD1371_MARK LOGO: CGS
 MD1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1371+STABILITY: SURFACE MOTION
 MD1371
 MD1371  HISTORY     - Date     Condition        Report By
 MD1371  HISTORY     - 1934     MONUMENTED       CGS
 MD1371  HISTORY     - 1946     GOOD             CGS
 MD1371  HISTORY     - 1959     MARK NOT FOUND   CGS
 MD1371  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1371
 MD1371                          STATION DESCRIPTION
 MD1371
 MD1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1371'AT GOSHEN.
 MD1371'AT GOSHEN, AT THE NEW YORK CENTRAL RAILROAD STATION, 46 FEET EAST
 MD1371'OF THE NORTHEAST CORNER OF THE EXPRESS OFFICE, 49 FEET NORTH
 MD1371'OF POLE NO. 411/26, 24 FEET WEST OF A LAMP POST, 20.5 FEET SOUTH
 MD1371'OF THE SOUTH RAIL OF THE TRACK, 6 FEET SOUTH OF THE SOUTH EDGE OF
 MD1371'THE SIDE WALK, 1 FOOT ABOVE THE TRACK, AND SET IN THE TOP OF
 MD1371'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THAT THIS MARK HAS
 MD1371'BEEN HIT BY CARS AND IS CONSIDERABLY OUT OF PLACE.
 MD1371
 MD1371                          STATION RECOVERY (1959)
 MD1371
 MD1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MD1371'MARK NOT FOUND.
 MD1371
 MD1371                          STATION RECOVERY (2018)
 MD1371
 MD1371'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1371'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0527 ***********************************************************************
 MD0527  DESIGNATION -  R 200
 MD0527  PID         -  MD0527
 MD0527  STATE/COUNTY-  IN/ALLEN
 MD0527  COUNTRY     -  US
 MD0527  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0527
 MD0527                         *CURRENT SURVEY CONTROL
 MD0527  ______________________________________________________________________
 MD0527* NAD 83(1986) POSITION- 41 07 29.4    (N) 084 51 31.0    (W)   HD_HELD2
 MD0527* NAVD 88 ORTHO HEIGHT -   228.820 (meters)      750.72  (feet) ADJUSTED
 MD0527  ______________________________________________________________________
 MD0527  GEOID HEIGHT    -        -33.305 (meters)                     GEOID18
 MD0527  DYNAMIC HEIGHT  -        228.728 (meters)      750.42  (feet) COMP
 MD0527  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 MD0527
 MD0527  VERT ORDER      -  SECOND    CLASS 0
 MD0527
 MD0527.The horizontal coordinates were established by autonomous hand held GPS
 MD0527.observations and have an estimated accuracy of +/- 10 meters.
 MD0527
 MD0527.The orthometric height was determined by differential leveling and
 MD0527.adjusted by the NATIONAL GEODETIC SURVEY
 MD0527.in June 1991.
 MD0527
 MD0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0527.GEOID18 height accuracy estimate available here.
 MD0527
 MD0527.Click photographs - Photos may exist for this station.
 MD0527
 MD0527.The dynamic height is computed by dividing the NAVD 88
 MD0527.geopotential number by the normal gravity value computed on the
 MD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0527.degrees latitude (g = 980.6199 gals.).
 MD0527
 MD0527.The modeled gravity was interpolated from observed gravity values.
 MD0527
 MD0527;                    North         East    Units  Estimated Accuracy
 MD0527;SPC IN E     -   652,736.      167,856.      MT  (+/- 10 meters HH2 GPS)
 MD0527
 MD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7975954824(NAD 83)
 MD0527
 MD0527                          SUPERSEDED SURVEY CONTROL
 MD0527
 MD0527  NGVD 29 (??/??/92)  228.974  (m)          751.23   (f) ADJ UNCH    2 0
 MD0527
 MD0527.Superseded values are not recommended for survey control.
 MD0527
 MD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0527.See file dsdata.pdf to determine how the superseded data were derived.
 MD0527
 MD0527_MARKER: DB = BENCH MARK DISK
 MD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0527_STAMPING: R 200 1946
 MD0527_MARK LOGO: CGS
 MD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0527+STABILITY: SURFACE MOTION
 MD0527
 MD0527  HISTORY     - Date     Condition        Report By
 MD0527  HISTORY     - 1946     MONUMENTED       CGS
 MD0527  HISTORY     - 1968     GOOD             INHD
 MD0527  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0527
 MD0527                          STATION DESCRIPTION
 MD0527
 MD0527'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0527'0.2 MI W FROM WOODBURN.
 MD0527'ABOUT 0.2 MILE W. ALONG MAIN STREET (NO. 101 INDIANA HWY.) FROM
 MD0527'ITS INTERSECTION WITH UNION STREET AT THE POST OFFICE IN WOODBURN,
 MD0527'ON THE OUTSIDE OF A CURVE AT THE Y-INTERSECTION OF THE HWY. AND
 MD0527'WOODBURN ROAD, 54 FT. SSE. OF CENTER OF INTERSECTION OF WOODBURN
 MD0527'ROAD AND THE WABASH RAILWAY, 43 FT. NW. OF CENTERLINE OF HWY.,
 MD0527'2.0 FT. LOWER THAN SAME, 1.9 FT. SW. OF WITNESS POST, AND
 MD0527'PROJECTING 0.3 FT. ABOVE GROUND.
 MD0527
 MD0527                          STATION RECOVERY (2018)
 MD0527
 MD0527'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0527'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0771 ***********************************************************************
 MD0771  DESIGNATION -  R 201
 MD0771  PID         -  MD0771
 MD0771  STATE/COUNTY-  IN/ALLEN
 MD0771  COUNTRY     -  US
 MD0771  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0771
 MD0771                         *CURRENT SURVEY CONTROL
 MD0771  ______________________________________________________________________
 MD0771* NAD 83(1986) POSITION- 41 06 24.     (N) 085 01 21.     (W)   SCALED
 MD0771* NAVD 88 ORTHO HEIGHT -   233.471 (meters)      765.98  (feet) ADJUSTED
 MD0771  ______________________________________________________________________
 MD0771  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 MD0771  DYNAMIC HEIGHT  -        233.377 (meters)      765.67  (feet) COMP
 MD0771  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 MD0771
 MD0771  VERT ORDER      -  SECOND    CLASS 0
 MD0771
 MD0771.The horizontal coordinates were scaled from a map and have
 MD0771.an estimated accuracy of +/- 6 seconds.
 MD0771
 MD0771.The orthometric height was determined by differential leveling and
 MD0771.adjusted by the NATIONAL GEODETIC SURVEY
 MD0771.in June 1991.
 MD0771
 MD0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0771.GEOID18 height accuracy estimate available here.
 MD0771
 MD0771.Click photographs - Photos may exist for this station.
 MD0771
 MD0771.The dynamic height is computed by dividing the NAVD 88
 MD0771.geopotential number by the normal gravity value computed on the
 MD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0771.degrees latitude (g = 980.6199 gals.).
 MD0771
 MD0771.The modeled gravity was interpolated from observed gravity values.
 MD0771
 MD0771;                    North         East    Units  Estimated Accuracy
 MD0771;SPC IN E     -   650,600.      154,110.      MT  (+/- 180 meters Scaled)
 MD0771
 MD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL660524(NAD 83)
 MD0771
 MD0771                          SUPERSEDED SURVEY CONTROL
 MD0771
 MD0771  NGVD 29 (??/??/92)  233.629  (m)          766.50   (f) ADJ UNCH    2 0
 MD0771
 MD0771.Superseded values are not recommended for survey control.
 MD0771
 MD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0771.See file dsdata.pdf to determine how the superseded data were derived.
 MD0771
 MD0771_MARKER: DB = BENCH MARK DISK
 MD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0771_STAMPING: R 201 1946
 MD0771_MARK LOGO: CGS
 MD0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0771+STABILITY: SURFACE MOTION
 MD0771
 MD0771  HISTORY     - Date     Condition        Report By
 MD0771  HISTORY     - 1946     MONUMENTED       CGS
 MD0771  HISTORY     - 1961     GOOD             CGS
 MD0771
 MD0771                          STATION DESCRIPTION
 MD0771
 MD0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0771'2.7 MI N FROM NEW HAVEN.
 MD0771'ABOUT 0.35 MILE N ALONG BROADWAY FROM THE INTERSECTION WITH
 MD0771'LINCOLN HIGHWAY STREET IN NEW HAVEN, THENCE 0.1 MILE EASTERLY ON
 MD0771'POWER STREET, THENCE 2.2 MILES N ALONG RUFUS STREET AND LANDIN
 MD0771'ROAD TO CROSSROADS AND MARK ON LEFT, 46 FEET W OF CENTER LINE
 MD0771'OF LANDIN ROAD, 1.4 FEET LOWER THAN SAME, 17 FEET S OF CENTER
 MD0771'LINE OF PARENT ROAD, 2 FEET N OF WIRE FENCE, AND PROJECTING 0.2
 MD0771'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1762 ***********************************************************************
 LA1762  DESIGNATION -  R 202
 LA1762  PID         -  LA1762
 LA1762  STATE/COUNTY-  IN/HUNTINGTON
 LA1762  COUNTRY     -  US
 LA1762  USGS QUAD   -  MOUNT ETNA (2019)
 LA1762
 LA1762                         *CURRENT SURVEY CONTROL
 LA1762  ______________________________________________________________________
 LA1762* NAD 83(1986) POSITION- 40 41 49.     (N) 085 30 28.     (W)   SCALED
 LA1762* NAVD 88 ORTHO HEIGHT -   261.380 (meters)      857.54  (feet) ADJUSTED
 LA1762  ______________________________________________________________________
 LA1762  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 LA1762  DYNAMIC HEIGHT  -        261.251 (meters)      857.12  (feet) COMP
 LA1762  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 LA1762
 LA1762  VERT ORDER      -  SECOND    CLASS 0
 LA1762
 LA1762.The horizontal coordinates were scaled from a map and have
 LA1762.an estimated accuracy of +/- 6 seconds.
 LA1762
 LA1762.The orthometric height was determined by differential leveling and
 LA1762.adjusted by the NATIONAL GEODETIC SURVEY
 LA1762.in June 1991.
 LA1762
 LA1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1762.GEOID18 height accuracy estimate available here.
 LA1762
 LA1762.Click photographs - Photos may exist for this station.
 LA1762
 LA1762.The dynamic height is computed by dividing the NAVD 88
 LA1762.geopotential number by the normal gravity value computed on the
 LA1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1762.degrees latitude (g = 980.6199 gals.).
 LA1762
 LA1762.The modeled gravity was interpolated from observed gravity values.
 LA1762
 LA1762;                    North         East    Units  Estimated Accuracy
 LA1762;SPC IN E     -   604,920.      113,430.      MT  (+/- 180 meters Scaled)
 LA1762
 LA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260061(NAD 83)
 LA1762
 LA1762                          SUPERSEDED SURVEY CONTROL
 LA1762
 LA1762  NGVD 29 (??/??/92)  261.509  (m)          857.97   (f) ADJ UNCH    2 0
 LA1762
 LA1762.Superseded values are not recommended for survey control.
 LA1762
 LA1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1762.See file dsdata.pdf to determine how the superseded data were derived.
 LA1762
 LA1762_MARKER: DB = BENCH MARK DISK
 LA1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1762_SP_SET: BUILDING
 LA1762_STAMPING: R 202 1946
 LA1762_MARK LOGO: CGS
 LA1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1762
 LA1762  HISTORY     - Date     Condition        Report By
 LA1762  HISTORY     - 1946     MONUMENTED       CGS
 LA1762  HISTORY     - 1965     GOOD             CGS
 LA1762
 LA1762                          STATION DESCRIPTION
 LA1762
 LA1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1762'3.8 MI S FROM LANCASTER.
 LA1762'ABOUT 3.75 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1762'AT LANCASTER, AT A CROSS ROAD (PAVED WEST AND GRAVEL EAST),
 LA1762'AND THE JEFFERSON TOWNSHIP CONSOLIDATED SCHOOL, SET VERTICALLY
 LA1762'IN THE SOUTH WALL OF THE BUILDING, 1 FOOT WEST OF THE SOUTHEAST
 LA1762'CORNER, 4.5 FEET ABOVE THE GROUND.
 LA1762
 LA1762                          STATION RECOVERY (1965)
 LA1762
 LA1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1740 ***********************************************************************
 LA1740  DESIGNATION -  R 203
 LA1740  PID         -  LA1740
 LA1740  STATE/COUNTY-  IN/HUNTINGTON
 LA1740  COUNTRY     -  US
 LA1740  USGS QUAD   -  ANDREWS (2019)
 LA1740
 LA1740                         *CURRENT SURVEY CONTROL
 LA1740  ______________________________________________________________________
 LA1740* NAD 83(1986) POSITION- 40 47 12.     (N) 085 37 18.     (W)   SCALED
 LA1740* NAVD 88 ORTHO HEIGHT -   243.745 (meters)      799.69  (feet) ADJUSTED
 LA1740  ______________________________________________________________________
 LA1740  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 LA1740  DYNAMIC HEIGHT  -        243.627 (meters)      799.30  (feet) COMP
 LA1740  MODELED GRAVITY -    980,137.7   (mgal)                       NAVD 88
 LA1740
 LA1740  VERT ORDER      -  SECOND    CLASS 0
 LA1740
 LA1740.The horizontal coordinates were scaled from a map and have
 LA1740.an estimated accuracy of +/- 6 seconds.
 LA1740
 LA1740.The orthometric height was determined by differential leveling and
 LA1740.adjusted by the NATIONAL GEODETIC SURVEY
 LA1740.in June 1991.
 LA1740
 LA1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1740.GEOID18 height accuracy estimate available here.
 LA1740
 LA1740.Click photographs - Photos may exist for this station.
 LA1740
 LA1740.The dynamic height is computed by dividing the NAVD 88
 LA1740.geopotential number by the normal gravity value computed on the
 LA1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1740.degrees latitude (g = 980.6199 gals.).
 LA1740
 LA1740.The modeled gravity was interpolated from observed gravity values.
 LA1740
 LA1740;                    North         East    Units  Estimated Accuracy
 LA1740;SPC IN E     -   614,870.      103,800.      MT  (+/- 180 meters Scaled)
 LA1740
 LA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL162159(NAD 83)
 LA1740
 LA1740                          SUPERSEDED SURVEY CONTROL
 LA1740
 LA1740  NGVD 29 (??/??/92)  243.872  (m)          800.10   (f) ADJ UNCH    2 0
 LA1740
 LA1740.Superseded values are not recommended for survey control.
 LA1740
 LA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1740.See file dsdata.pdf to determine how the superseded data were derived.
 LA1740
 LA1740_MARKER: DB = BENCH MARK DISK
 LA1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1740_STAMPING: R 203 1946
 LA1740_MARK LOGO: CGS
 LA1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1740+STABILITY: SURFACE MOTION
 LA1740
 LA1740  HISTORY     - Date     Condition        Report By
 LA1740  HISTORY     - 1946     MONUMENTED       CGS
 LA1740  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1740
 LA1740                          STATION DESCRIPTION
 LA1740
 LA1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1740'5.9 MI S FROM ANDREWS.
 LA1740'ABOUT 5.9 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1740'OFFICE AT ANDREWS, ABOUT 0.8 MILE SOUTH OF A TURN IN THE HIGHWAY
 LA1740'WITH TANGENTS EXTENDING SOUTH AND EAST, 0.3 MILE SOUTH OF A
 LA1740'CROSS ROAD, 114 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 LA1740'SOUTHEAST CORNER OF THE E. E. FISHER FARM HOUSE, 205 FEET SOUTH
 LA1740'OF A CROSS FENCE CORNER POST IN THE EAST RIGHT-OF-WAY FENCE
 LA1740'LINE, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 LA1740'WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LA1740'IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 LA1740
 LA1740                          STATION RECOVERY (2023)
 LA1740
 LA1740'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 LA1740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1388 ***********************************************************************
 LA1388  DESIGNATION -  R 204
 LA1388  PID         -  LA1388
 LA1388  STATE/COUNTY-  IN/TIPTON
 LA1388  COUNTRY     -  US
 LA1388  USGS QUAD   -  GREENTOWN (2019)
 LA1388
 LA1388                         *CURRENT SURVEY CONTROL
 LA1388  ______________________________________________________________________
 LA1388* NAD 83(1986) POSITION- 40 23 23.     (N) 085 57 22.     (W)   SCALED
 LA1388* NAVD 88 ORTHO HEIGHT -   260.313 (meters)      854.04  (feet) ADJUSTED
 LA1388  ______________________________________________________________________
 LA1388  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 LA1388  DYNAMIC HEIGHT  -        260.176 (meters)      853.59  (feet) COMP
 LA1388  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 LA1388
 LA1388  VERT ORDER      -  SECOND    CLASS 0
 LA1388
 LA1388.The horizontal coordinates were scaled from a map and have
 LA1388.an estimated accuracy of +/- 6 seconds.
 LA1388
 LA1388.The orthometric height was determined by differential leveling and
 LA1388.adjusted by the NATIONAL GEODETIC SURVEY
 LA1388.in June 1991.
 LA1388
 LA1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1388.GEOID18 height accuracy estimate available here.
 LA1388
 LA1388.Click photographs - Photos may exist for this station.
 LA1388
 LA1388.The dynamic height is computed by dividing the NAVD 88
 LA1388.geopotential number by the normal gravity value computed on the
 LA1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1388.degrees latitude (g = 980.6199 gals.).
 LA1388
 LA1388.The modeled gravity was interpolated from observed gravity values.
 LA1388
 LA1388;                    North         East    Units  Estimated Accuracy
 LA1388;SPC IN E     -   570,830.       75,430.      MT  (+/- 180 meters Scaled)
 LA1388
 LA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK885715(NAD 83)
 LA1388
 LA1388                          SUPERSEDED SURVEY CONTROL
 LA1388
 LA1388  NGVD 29 (??/??/92)  260.437  (m)          854.45   (f) ADJ UNCH    2 0
 LA1388
 LA1388.Superseded values are not recommended for survey control.
 LA1388
 LA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1388.See file dsdata.pdf to determine how the superseded data were derived.
 LA1388
 LA1388_MARKER: DB = BENCH MARK DISK
 LA1388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1388_SP_SET: CULVERT HEADWALL
 LA1388_STAMPING: R 204 1946
 LA1388_MARK LOGO: CGS
 LA1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1388+STABILITY: SURFACE MOTION
 LA1388
 LA1388  HISTORY     - Date     Condition        Report By
 LA1388  HISTORY     - 1946     MONUMENTED       CGS
 LA1388
 LA1388                          STATION DESCRIPTION
 LA1388
 LA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1388'1.9 MI N FROM WINDFALL.
 LA1388'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1388'CROSSROAD AT WINGFALL, ABOUT 0.1 MILE SOUTH OF A CROSS ROAD,
 LA1388'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 LA1388'OF A 12 INCH PIPE CULVERT, 29 FEET NORTH OF THE CENTER LINE
 LA1388'OF A DRIVE LEADING TO A FARM HOUSE, 29 FEET EAST OF THE CENTER
 LA1388'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0339 ***********************************************************************
 LB0339  DESIGNATION -  R 205 RESET
 LB0339  PID         -  LB0339
 LB0339  STATE/COUNTY-  IN/HOWARD
 LB0339  COUNTRY     -  US
 LB0339  USGS QUAD   -  KOKOMO WEST (2019)
 LB0339
 LB0339                         *CURRENT SURVEY CONTROL
 LB0339  ______________________________________________________________________
 LB0339* NAD 83(1986) POSITION- 40 28 09.     (N) 086 08 00.     (W)   SCALED
 LB0339* NAVD 88 ORTHO HEIGHT -   250.34  (meters)      821.3   (feet) RESET
 LB0339  ______________________________________________________________________
 LB0339  GEOID HEIGHT    -        -34.418 (meters)                     GEOID18
 LB0339  VERT ORDER      -  THIRD
 LB0339
 LB0339.The horizontal coordinates were scaled from a map and have
 LB0339.an estimated accuracy of +/- 6 seconds.
 LB0339
 LB0339.The orthometric height was computed from unverified reset data.
 LB0339
 LB0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0339.GEOID18 height accuracy estimate available here.
 LB0339
 LB0339.Click photographs - Photos may exist for this station.
 LB0339
 LB0339;                    North         East    Units  Estimated Accuracy
 LB0339;SPC IN E     -   579,720.       60,430.      MT  (+/- 180 meters Scaled)
 LB0339
 LB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734801(NAD 83)
 LB0339
 LB0339                          SUPERSEDED SURVEY CONTROL
 LB0339
 LB0339.No superseded survey control is available for this station.
 LB0339
 LB0339_MARKER: DB = BENCH MARK DISK
 LB0339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0339_SP_SET: DRILL HOLE IN STEP
 LB0339_STAMPING: R 205 RESET 1971
 LB0339_MARK LOGO: CGS
 LB0339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0339+STABILITY: SURFACE MOTION
 LB0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0339+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 LB0339
 LB0339  HISTORY     - Date     Condition        Report By
 LB0339  HISTORY     - 1971     MONUMENTED       NGS
 LB0339  HISTORY     - 19820321 GOOD             NGS
 LB0339  HISTORY     - 20050706 GOOD             BFSINC
 LB0339  HISTORY     - 20051222 GOOD             INDIV
 LB0339
 LB0339                          STATION DESCRIPTION
 LB0339
 LB0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LB0339'AT KOKOMO.
 LB0339'ABOUT 1.25 MILES SOUTH ALONG SOUTH WASHINGTON STREET FROM THE CITY
 LB0339'BUILDING AT KOKOMO, IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 LB0339'OF WASHINGTON AND DEFENBAUGH STREETS, ABOUT 175 FEET SOUTH OF THE
 LB0339'CENTERLINE OF DEFENBAUGH STREET, ABOUT 225 FEET EAST OF THE
 LB0339'CENTERLINE OF SOUTH WASHINGTON STREET, SET IN A DRILL HOLE IN THE
 LB0339'SOUTH END AND TOP OF THE BOTTOM CONCRETE STEP OF THE WEST ENTRANCE
 LB0339'TO THE WASHINGTON GRADE SCHOOL.
 LB0339
 LB0339                          STATION RECOVERY (1982)
 LB0339
 LB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LB0339'R 205 RESET IS A STANDARD CGS BENCH MARK DISK STAMPED---R 205 RESET
 LB0339'1971---, CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF THE FIRST
 LB0339'STEP OF THE WEST MAIN ENTRANCE OF THE SCHOOL.  THE STATION IS LOCATED
 LB0339'11.887 METERS (38.999 FT) NORTHEAST FROM A FLAG POLE, 2.804 METERS
 LB0339'(9.199 FT) SOUTHWEST FROM THE CENTER OF THE TWO DOORS AT ENTRANCE TO
 LB0339'SCHOOL AND 6.888 METERS (22.598 FT) SOUTH-SOUTHEAST FROM A LAMP POST.
 LB0339
 LB0339                          STATION RECOVERY (2005)
 LB0339
 LB0339'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0339'RECOVERED IN GOOD CONDITION.
 LB0339
 LB0339                          STATION RECOVERY (2005)
 LB0339
 LB0339'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DAB)
 LB0339'NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1460 ***********************************************************************
 LA1460  DESIGNATION -  R 206
 LA1460  PID         -  LA1460
 LA1460  STATE/COUNTY-  IN/TIPTON
 LA1460  COUNTRY     -  US
 LA1460  USGS QUAD   -  WINDFALL (2019)
 LA1460
 LA1460                         *CURRENT SURVEY CONTROL
 LA1460  ______________________________________________________________________
 LA1460* NAD 83(1986) POSITION- 40 16 37.     (N) 085 52 30.     (W)   SCALED
 LA1460* NAVD 88 ORTHO HEIGHT -   262.703 (meters)      861.88  (feet) ADJUSTED
 LA1460  ______________________________________________________________________
 LA1460  GEOID HEIGHT    -        -34.284 (meters)                     GEOID18
 LA1460  DYNAMIC HEIGHT  -        262.564 (meters)      861.43  (feet) COMP
 LA1460  MODELED GRAVITY -    980,088.6   (mgal)                       NAVD 88
 LA1460
 LA1460  VERT ORDER      -  SECOND    CLASS 0
 LA1460
 LA1460.The horizontal coordinates were scaled from a map and have
 LA1460.an estimated accuracy of +/- 6 seconds.
 LA1460
 LA1460.The orthometric height was determined by differential leveling and
 LA1460.adjusted by the NATIONAL GEODETIC SURVEY
 LA1460.in June 1991.
 LA1460
 LA1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1460.GEOID18 height accuracy estimate available here.
 LA1460
 LA1460.Click photographs - Photos may exist for this station.
 LA1460
 LA1460.The dynamic height is computed by dividing the NAVD 88
 LA1460.geopotential number by the normal gravity value computed on the
 LA1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1460.degrees latitude (g = 980.6199 gals.).
 LA1460
 LA1460.The modeled gravity was interpolated from observed gravity values.
 LA1460
 LA1460;                    North         East    Units  Estimated Accuracy
 LA1460;SPC IN E     -   558,290.       82,280.      MT  (+/- 180 meters Scaled)
 LA1460
 LA1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK956591(NAD 83)
 LA1460
 LA1460                          SUPERSEDED SURVEY CONTROL
 LA1460
 LA1460  NGVD 29 (??/??/92)  262.834  (m)          862.31   (f) ADJ UNCH    2 0
 LA1460
 LA1460.Superseded values are not recommended for survey control.
 LA1460
 LA1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1460.See file dsdata.pdf to determine how the superseded data were derived.
 LA1460
 LA1460_MARKER: DB = BENCH MARK DISK
 LA1460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1460_SP_SET: CULVERT HEADWALL
 LA1460_STAMPING: R 206 1946
 LA1460_MARK LOGO: CGS
 LA1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1460+STABILITY: SURFACE MOTION
 LA1460
 LA1460  HISTORY     - Date     Condition        Report By
 LA1460  HISTORY     - 1946     MONUMENTED       CGS
 LA1460
 LA1460                          STATION DESCRIPTION
 LA1460
 LA1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1460'1.8 MI W FROM ELWOOD.
 LA1460'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1460'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 90 YARDS
 LA1460'WEST OF A TWO STORY WHITE HOUSE ON THE NORTH SIDE OF THE HIGHWAY,
 LA1460'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 LA1460'OF A 24 INCH CONCRETE PIPE CULVERT, 130 FEET WEST OF A CURVE
 LA1460'SIGN, 21 FEET NORTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE
 LA1460'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0530 ***********************************************************************
 LB0530  DESIGNATION -  R 207
 LB0530  PID         -  LB0530
 LB0530  STATE/COUNTY-  IN/CLINTON
 LB0530  COUNTRY     -  US
 LB0530  USGS QUAD   -  HILLISBURG (2019)
 LB0530
 LB0530                         *CURRENT SURVEY CONTROL
 LB0530  ______________________________________________________________________
 LB0530* NAD 83(1986) POSITION- 40 16 22.     (N) 086 19 05.     (W)   SCALED
 LB0530* NAVD 88 ORTHO HEIGHT -   280.886 (meters)      921.54  (feet) ADJUSTED
 LB0530  ______________________________________________________________________
 LB0530  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 LB0530  DYNAMIC HEIGHT  -        280.734 (meters)      921.04  (feet) COMP
 LB0530  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 LB0530
 LB0530  VERT ORDER      -  SECOND    CLASS 0
 LB0530
 LB0530.The horizontal coordinates were scaled from a map and have
 LB0530.an estimated accuracy of +/- 6 seconds.
 LB0530
 LB0530.The orthometric height was determined by differential leveling and
 LB0530.adjusted by the NATIONAL GEODETIC SURVEY
 LB0530.in June 1991.
 LB0530
 LB0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0530.GEOID18 height accuracy estimate available here.
 LB0530
 LB0530.Click photographs - Photos may exist for this station.
 LB0530
 LB0530.The dynamic height is computed by dividing the NAVD 88
 LB0530.geopotential number by the normal gravity value computed on the
 LB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0530.degrees latitude (g = 980.6199 gals.).
 LB0530
 LB0530.The modeled gravity was interpolated from observed gravity values.
 LB0530
 LB0530;                    North         East    Units  Estimated Accuracy
 LB0530;SPC IN W     -   558,090.      965,090.      MT  (+/- 180 meters Scaled)
 LB0530
 LB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK579582(NAD 83)
 LB0530
 LB0530                          SUPERSEDED SURVEY CONTROL
 LB0530
 LB0530  NGVD 29 (??/??/92)  280.994  (m)          921.89   (f) ADJ UNCH    2 0
 LB0530
 LB0530.Superseded values are not recommended for survey control.
 LB0530
 LB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0530.See file dsdata.pdf to determine how the superseded data were derived.
 LB0530
 LB0530_MARKER: DB = BENCH MARK DISK
 LB0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0530_STAMPING: R 207 1946
 LB0530_MARK LOGO: CGS
 LB0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0530+STABILITY: SURFACE MOTION
 LB0530
 LB0530  HISTORY     - Date     Condition        Report By
 LB0530  HISTORY     - 1946     MONUMENTED       CGS
 LB0530
 LB0530                          STATION DESCRIPTION
 LB0530
 LB0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0530'9 MI W FROM TETERSBURG.
 LB0530'ABOUT 8.95 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0530'AT TETERSBURG, ABOUT 1.0 MILE WEST OF A PAVED ROAD CROSSING AND
 LB0530'THE SCOTT BAPTIST CHURCH, AT A NORTH-SOUTH GRAVEL ROAD, 51 FEET
 LB0530'NORTHEAST AND ACROSS THE GRAVEL ROAD FROM THE NORTH END OF A
 LB0530'12 INCH CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 34
 LB0530'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF
 LB0530'THE CENTER LINE OF THE GRAVEL ROAD, 10.5 FEET NORTH OF AN 8 INCH
 LB0530'CORNER FENCE POST, 1 FOOT WEST OF THE FENCE LINE, AND SET IN THE
 LB0530'TOP OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT LEVEL WITH THE
 LB0530'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0474 ***********************************************************************
 LB0474  DESIGNATION -  R 208
 LB0474  PID         -  LB0474
 LB0474  STATE/COUNTY-  IN/TIPTON
 LB0474  COUNTRY     -  US
 LB0474  USGS QUAD   -  TIPTON (2019)
 LB0474
 LB0474                         *CURRENT SURVEY CONTROL
 LB0474  ______________________________________________________________________
 LB0474* NAD 83(1986) POSITION- 40 21 19.     (N) 086 00 47.     (W)   SCALED
 LB0474* NAVD 88 ORTHO HEIGHT -   266.643 (meters)      874.81  (feet) ADJUSTED
 LB0474  ______________________________________________________________________
 LB0474  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 LB0474  DYNAMIC HEIGHT  -        266.502 (meters)      874.35  (feet) COMP
 LB0474  MODELED GRAVITY -    980,088.3   (mgal)                       NAVD 88
 LB0474
 LB0474  VERT ORDER      -  SECOND    CLASS 0
 LB0474
 LB0474.The horizontal coordinates were scaled from a map and have
 LB0474.an estimated accuracy of +/- 6 seconds.
 LB0474
 LB0474.The orthometric height was determined by differential leveling and
 LB0474.adjusted by the NATIONAL GEODETIC SURVEY
 LB0474.in June 1991.
 LB0474
 LB0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0474.GEOID18 height accuracy estimate available here.
 LB0474
 LB0474.Click photographs - Photos may exist for this station.
 LB0474
 LB0474.The dynamic height is computed by dividing the NAVD 88
 LB0474.geopotential number by the normal gravity value computed on the
 LB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0474.degrees latitude (g = 980.6199 gals.).
 LB0474
 LB0474.The modeled gravity was interpolated from observed gravity values.
 LB0474
 LB0474;                    North         East    Units  Estimated Accuracy
 LB0474;SPC IN E     -   567,020.       70,580.      MT  (+/- 180 meters Scaled)
 LB0474
 LB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838676(NAD 83)
 LB0474
 LB0474                          SUPERSEDED SURVEY CONTROL
 LB0474
 LB0474  NGVD 29 (??/??/92)  266.765  (m)          875.21   (f) ADJ UNCH    2 0
 LB0474
 LB0474.Superseded values are not recommended for survey control.
 LB0474
 LB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0474.See file dsdata.pdf to determine how the superseded data were derived.
 LB0474
 LB0474_MARKER: DB = BENCH MARK DISK
 LB0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0474_SP_SET: BUILDING FOUNDATION
 LB0474_STAMPING: R 208 1946
 LB0474_MARK LOGO: CGS
 LB0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0474
 LB0474  HISTORY     - Date     Condition        Report By
 LB0474  HISTORY     - 1946     MONUMENTED       CGS
 LB0474
 LB0474                          STATION DESCRIPTION
 LB0474
 LB0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0474'3.5 MI SW FROM WINDFALL.
 LB0474'ABOUT 3.0 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0474'AT WINDFALL, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL
 LB0474'ROAD, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE BLOCK
 LB0474'FOUNDATION OF THE WINDFALL CHURCH OF THE BRETHREN, 13 FEET WEST
 LB0474'OF THE NORTHEAST CORNER OF THE CHURCH, 1.2 FEET EAST OF THE
 LB0474'BRICK CHIMNEY, AND 1.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0497 ***********************************************************************
 LB0497  DESIGNATION -  R 210
 LB0497  PID         -  LB0497
 LB0497  STATE/COUNTY-  IN/CLINTON
 LB0497  COUNTRY     -  US
 LB0497  USGS QUAD   -  KEMPTON (2019)
 LB0497
 LB0497                         *CURRENT SURVEY CONTROL
 LB0497  ______________________________________________________________________
 LB0497* NAD 83(1986) POSITION- 40 18 04.     (N) 086 14 56.     (W)   SCALED
 LB0497* NAVD 88 ORTHO HEIGHT -   279.278 (meters)      916.26  (feet) ADJUSTED
 LB0497  ______________________________________________________________________
 LB0497  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 LB0497  DYNAMIC HEIGHT  -        279.127 (meters)      915.77  (feet) COMP
 LB0497  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 LB0497
 LB0497  VERT ORDER      -  SECOND    CLASS 0
 LB0497
 LB0497.The horizontal coordinates were scaled from a map and have
 LB0497.an estimated accuracy of +/- 6 seconds.
 LB0497
 LB0497.The orthometric height was determined by differential leveling and
 LB0497.adjusted by the NATIONAL GEODETIC SURVEY
 LB0497.in June 1991.
 LB0497
 LB0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0497.GEOID18 height accuracy estimate available here.
 LB0497
 LB0497.Click photographs - Photos may exist for this station.
 LB0497
 LB0497.The dynamic height is computed by dividing the NAVD 88
 LB0497.geopotential number by the normal gravity value computed on the
 LB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0497.degrees latitude (g = 980.6199 gals.).
 LB0497
 LB0497.The modeled gravity was interpolated from observed gravity values.
 LB0497
 LB0497;                    North         East    Units  Estimated Accuracy
 LB0497;SPC IN W     -   561,290.      970,940.      MT  (+/- 180 meters Scaled)
 LB0497
 LB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK638614(NAD 83)
 LB0497
 LB0497                          SUPERSEDED SURVEY CONTROL
 LB0497
 LB0497  NGVD 29 (??/??/92)  279.388  (m)          916.63   (f) ADJ UNCH    2 0
 LB0497
 LB0497.Superseded values are not recommended for survey control.
 LB0497
 LB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0497.See file dsdata.pdf to determine how the superseded data were derived.
 LB0497
 LB0497_MARKER: DB = BENCH MARK DISK
 LB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0497_STAMPING: R 210 1946
 LB0497_MARK LOGO: CGS
 LB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0497+STABILITY: SURFACE MOTION
 LB0497
 LB0497  HISTORY     - Date     Condition        Report By
 LB0497  HISTORY     - 1946     MONUMENTED       CGS
 LB0497
 LB0497                          STATION DESCRIPTION
 LB0497
 LB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0497'2.2 MI NW FROM KEMPTON.
 LB0497'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0497'AT KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0497'THENCE ABOUT 1.15 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.35
 LB0497'MILE WEST OF THE TIPTON-CLINTON COUNTY LINE, AT THE J.B.
 LB0497'MC CARTHY FARM, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB0497'FARM HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0497'25 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY TO THE FARM, 2
 LB0497'FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A WOVEN WIRE
 LB0497'FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LB0497'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0359 ***********************************************************************
 LB0359  DESIGNATION -  R 211
 LB0359  PID         -  LB0359
 LB0359  STATE/COUNTY-  IN/TIPTON
 LB0359  COUNTRY     -  US
 LB0359  USGS QUAD   -  KEMPTON (2019)
 LB0359
 LB0359                         *CURRENT SURVEY CONTROL
 LB0359  ______________________________________________________________________
 LB0359* NAD 83(1986) POSITION- 40 19 04.0    (N) 086 07 35.5    (W)   HD_HELD2
 LB0359* NAVD 88 ORTHO HEIGHT -   274.440 (meters)      900.39  (feet) ADJUSTED
 LB0359  ______________________________________________________________________
 LB0359  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 LB0359  DYNAMIC HEIGHT  -        274.292 (meters)      899.91  (feet) COMP
 LB0359  MODELED GRAVITY -    980,078.6   (mgal)                       NAVD 88
 LB0359
 LB0359  VERT ORDER      -  SECOND    CLASS 0
 LB0359
 LB0359.The horizontal coordinates were established by autonomous hand held GPS
 LB0359.observations and have an estimated accuracy of +/- 10 meters.
 LB0359
 LB0359.The orthometric height was determined by differential leveling and
 LB0359.adjusted by the NATIONAL GEODETIC SURVEY
 LB0359.in June 1991.
 LB0359
 LB0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0359.GEOID18 height accuracy estimate available here.
 LB0359
 LB0359.Click photographs - Photos may exist for this station.
 LB0359
 LB0359.The dynamic height is computed by dividing the NAVD 88
 LB0359.geopotential number by the normal gravity value computed on the
 LB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0359.degrees latitude (g = 980.6199 gals.).
 LB0359
 LB0359.The modeled gravity was interpolated from observed gravity values.
 LB0359
 LB0359;                    North         East    Units  Estimated Accuracy
 LB0359;SPC IN E     -   562,903.       60,915.      MT  (+/- 10 meters HH2 GPS)
 LB0359
 LB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7421363394(NAD 83)
 LB0359
 LB0359                          SUPERSEDED SURVEY CONTROL
 LB0359
 LB0359  NGVD 29 (??/??/92)  274.555  (m)          900.77   (f) ADJ UNCH    2 0
 LB0359
 LB0359.Superseded values are not recommended for survey control.
 LB0359
 LB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0359.See file dsdata.pdf to determine how the superseded data were derived.
 LB0359
 LB0359_MARKER: DB = BENCH MARK DISK
 LB0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0359_SP_SET: BUILDING
 LB0359_STAMPING: R 211 1946
 LB0359_MARK LOGO: CGS
 LB0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0359
 LB0359  HISTORY     - Date     Condition        Report By
 LB0359  HISTORY     - 1946     MONUMENTED       CGS
 LB0359
 LB0359                          STATION DESCRIPTION
 LB0359
 LB0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0359'7 MI N FROM EAST UNION.
 LB0359'ABOUT 6.95 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0359'CHRISTIAN CHURCH AT EAST UNION, AT A CROSS ROAD, AND SET IN THE
 LB0359'EAST WALL OF THE HOPEWELL METHODIST CHURCH, 0.8 FOOT NORTH OF THE
 LB0359'SOUTHEAST CORNER OF THE BUILDING, 56 FEET NORTH OF THE CENTER LINE
 LB0359'OF THE EAST-WEST ROAD, 106 FEET EAST OF THE CENTER LINE OF THE
 LB0359'HIGHWAY, 3.9 FEET ABOVE THE GROUND AND SET VERTICALLY IN A DRILL
 LB0359'HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1822 ***********************************************************************
 LA1822  DESIGNATION -  R 212
 LA1822  PID         -  LA1822
 LA1822  STATE/COUNTY-  IN/WABASH
 LA1822  COUNTRY     -  US
 LA1822  USGS QUAD   -  LA FONTAINE (2019)
 LA1822
 LA1822                         *CURRENT SURVEY CONTROL
 LA1822  ______________________________________________________________________
 LA1822* NAD 83(1986) POSITION- 40 44 21.     (N) 085 43 04.     (W)   SCALED
 LA1822* NAVD 88 ORTHO HEIGHT -   257.254 (meters)      844.01  (feet) ADJUSTED
 LA1822  ______________________________________________________________________
 LA1822  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 LA1822  DYNAMIC HEIGHT  -        257.130 (meters)      843.60  (feet) COMP
 LA1822  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 LA1822
 LA1822  VERT ORDER      -  SECOND    CLASS 0
 LA1822
 LA1822.The horizontal coordinates were scaled from a map and have
 LA1822.an estimated accuracy of +/- 6 seconds.
 LA1822
 LA1822.The orthometric height was determined by differential leveling and
 LA1822.adjusted by the NATIONAL GEODETIC SURVEY
 LA1822.in June 1991.
 LA1822
 LA1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1822.GEOID18 height accuracy estimate available here.
 LA1822
 LA1822.Click photographs - Photos may exist for this station.
 LA1822
 LA1822.The dynamic height is computed by dividing the NAVD 88
 LA1822.geopotential number by the normal gravity value computed on the
 LA1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1822.degrees latitude (g = 980.6199 gals.).
 LA1822
 LA1822.The modeled gravity was interpolated from observed gravity values.
 LA1822
 LA1822;                    North         East    Units  Estimated Accuracy
 LA1822;SPC IN E     -   609,600.       95,680.      MT  (+/- 180 meters Scaled)
 LA1822
 LA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL082105(NAD 83)
 LA1822
 LA1822                          SUPERSEDED SURVEY CONTROL
 LA1822
 LA1822  NGVD 29 (??/??/92)  257.379  (m)          844.42   (f) ADJ UNCH    2 0
 LA1822
 LA1822.Superseded values are not recommended for survey control.
 LA1822
 LA1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1822.See file dsdata.pdf to determine how the superseded data were derived.
 LA1822
 LA1822_MARKER: DB = BENCH MARK DISK
 LA1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1822_STAMPING: R 212 1947
 LA1822_MARK LOGO: CGS
 LA1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1822+STABILITY: SURFACE MOTION
 LA1822
 LA1822  HISTORY     - Date     Condition        Report By
 LA1822  HISTORY     - 1947     MONUMENTED       CGS
 LA1822
 LA1822                          STATION DESCRIPTION
 LA1822
 LA1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1822'8 MI W FROM MT ETNA.
 LA1822'ABOUT 8.05 MILES WEST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 LA1822'OF STATE HIGHWAY 9 AND 37 AT MT. ETNA, AT A GRAVEL CROSSROAD,
 LA1822'36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE
 LA1822'CENTER LINE OF THE CROSS ROAD, 4 FEET EAST OF A FENCE CORNER POST
 LA1822'AND HIGHWAY R/W MARKER POST, 1 FOOT NORTH OF THE FENCE LINE, 1
 LA1822'FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1822'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1822'NOTE-- MARK MAY BE REACHED FROM THE FIRST NATIONAL BANK BUILDING
 LA1822'AT WABASH BY GOING ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY
 LA1822'15, THENCE ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0985 ***********************************************************************
 LA0985  DESIGNATION -  R 213
 LA0985  PID         -  LA0985
 LA0985  STATE/COUNTY-  IN/WELLS
 LA0985  COUNTRY     -  US
 LA0985  USGS QUAD   -  LIBERTY CENTER (2019)
 LA0985
 LA0985                         *CURRENT SURVEY CONTROL
 LA0985  ______________________________________________________________________
 LA0985* NAD 83(1986) POSITION- 40 44 32.5    (N) 085 15 39.8    (W)   HD_HELD2
 LA0985* NAVD 88 ORTHO HEIGHT -   253.466 (meters)      831.58  (feet) ADJUSTED
 LA0985  ______________________________________________________________________
 LA0985  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 LA0985  DYNAMIC HEIGHT  -        253.343 (meters)      831.18  (feet) COMP
 LA0985  MODELED GRAVITY -    980,136.0   (mgal)                       NAVD 88
 LA0985
 LA0985  VERT ORDER      -  SECOND    CLASS 0
 LA0985
 LA0985.The horizontal coordinates were established by autonomous hand held GPS
 LA0985.observations and have an estimated accuracy of +/- 10 meters.
 LA0985
 LA0985.The orthometric height was determined by differential leveling and
 LA0985.adjusted by the NATIONAL GEODETIC SURVEY
 LA0985.in June 1991.
 LA0985
 LA0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0985.GEOID18 height accuracy estimate available here.
 LA0985
 LA0985.Click photographs - Photos may exist for this station.
 LA0985
 LA0985.The dynamic height is computed by dividing the NAVD 88
 LA0985.geopotential number by the normal gravity value computed on the
 LA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0985.degrees latitude (g = 980.6199 gals.).
 LA0985
 LA0985.The modeled gravity was interpolated from observed gravity values.
 LA0985
 LA0985;                    North         East    Units  Estimated Accuracy
 LA0985;SPC IN E     -   610,027.      134,258.      MT  (+/- 10 meters HH2 GPS)
 LA0985
 LA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4681911611(NAD 83)
 LA0985
 LA0985                          SUPERSEDED SURVEY CONTROL
 LA0985
 LA0985  NGVD 29 (??/??/92)  253.603  (m)          832.03   (f) ADJ UNCH    2 0
 LA0985
 LA0985.Superseded values are not recommended for survey control.
 LA0985
 LA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0985.See file dsdata.pdf to determine how the superseded data were derived.
 LA0985
 LA0985_MARKER: DB = BENCH MARK DISK
 LA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0985_STAMPING: R 213 1947
 LA0985_MARK LOGO: CGS
 LA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0985+STABILITY: SURFACE MOTION
 LA0985
 LA0985  HISTORY     - Date     Condition        Report By
 LA0985  HISTORY     - 1947     MONUMENTED       CGS
 LA0985
 LA0985                          STATION DESCRIPTION
 LA0985
 LA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0985'5 MI W FROM BLUFFTON.
 LA0985'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 124 FROM THE COURT HOUSE
 LA0985'AT BLUFFTON, ABOUT 1.0 MILE EAST OF THE INTERSECTION OF STATE
 LA0985'HIGHWAY 303, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 LA0985'ABOUT 50 YARDS WEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH,
 LA0985'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST
 LA0985'OF THE CENTER LINE OF THE SIDE ROAD, 28.5 FEET EAST OF POWER POLE
 LA0985'NO. B 15/140, 8 FEET WEST OF A FENCE CORNER, 1.2 FEET SOUTH OF
 LA0985'THE FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0985'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0985'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0917 ***********************************************************************
 LA0917  DESIGNATION -  R 214
 LA0917  PID         -  LA0917
 LA0917  STATE/COUNTY-  IN/WELLS
 LA0917  COUNTRY     -  US
 LA0917  USGS QUAD   -  MONTPELIER (2019)
 LA0917
 LA0917                         *CURRENT SURVEY CONTROL
 LA0917  ______________________________________________________________________
 LA0917* NAD 83(1997) POSITION- 40 34 46.32317(N) 085 22 17.52930(W)   ADJUSTED
 LA0917* NAVD 88 ORTHO HEIGHT -   263.587 (meters)      864.79  (feet) ADJUSTED
 LA0917  ______________________________________________________________________
 LA0917  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 LA0917  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 LA0917  DYNAMIC HEIGHT  -        263.454 (meters)      864.35  (feet) COMP
 LA0917  MODELED GRAVITY -    980,112.3   (mgal)                       NAVD 88
 LA0917
 LA0917  HORZ ORDER      -  SECOND
 LA0917  VERT ORDER      -  SECOND    CLASS 0
 LA0917
 LA0917.The horizontal coordinates were established by classical geodetic methods
 LA0917.and adjusted by the National Geodetic Survey in May 1999.
 LA0917
 LA0917.The orthometric height was determined by differential leveling and
 LA0917.adjusted by the NATIONAL GEODETIC SURVEY
 LA0917.in June 1991.
 LA0917
 LA0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0917.GEOID18 height accuracy estimate available here.
 LA0917
 LA0917.Click photographs - Photos may exist for this station.
 LA0917
 LA0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0917
 LA0917.The dynamic height is computed by dividing the NAVD 88
 LA0917.geopotential number by the normal gravity value computed on the
 LA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0917.degrees latitude (g = 980.6199 gals.).
 LA0917
 LA0917.The modeled gravity was interpolated from observed gravity values.
 LA0917
 LA0917. The following values were computed from the NAD 83(1997) position.
 LA0917
 LA0917;                    North         East     Units Scale Factor Converg.
 LA0917;SPC IN E     -   591,908.954   124,987.189   MT  0.99997435   +0 11 31.1
 LA0917;SPC IN E     - 1,941,954.63    410,062.14   sFT  0.99997435   +0 11 31.1
 LA0917;UTM  16      - 4,493,357.369   637,825.842   MT  0.99983382   +1 03 34.2
 LA0917
 LA0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0917!SPC IN E     -   0.99996401  x   0.99997435  =   0.99993836
 LA0917!UTM  16      -   0.99996401  x   0.99983382  =   0.99979784
 LA0917
 LA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3782593357(NAD 83)
 LA0917
 LA0917                          SUPERSEDED SURVEY CONTROL
 LA0917
 LA0917  NAD 83(1995)-  40 34 46.32431(N)    085 22 17.54043(W) AD(       ) 2
 LA0917  NAD 83(1986)-  40 34 46.32594(N)    085 22 17.54382(W) AD(       ) 2
 LA0917  NAD 27      -  40 34 46.16440(N)    085 22 17.64970(W) AD(       ) 2
 LA0917  NGVD 29 (??/??/92)  263.720  (m)          865.22   (f) ADJ UNCH    2 0
 LA0917  NGVD 29             263.72   (m)          865.2    (f) LEVELING    3  
 LA0917
 LA0917.Superseded values are not recommended for survey control.
 LA0917
 LA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0917.See file dsdata.pdf to determine how the superseded data were derived.
 LA0917
 LA0917_MARKER: DB = BENCH MARK DISK
 LA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0917_STAMPING: R 214 1947
 LA0917_MARK LOGO: CGS
 LA0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0917+STABILITY: SURFACE MOTION
 LA0917
 LA0917  HISTORY     - Date     Condition        Report By
 LA0917  HISTORY     - 1948     MONUMENTED       CGS
 LA0917  HISTORY     - 1968     GOOD             CGS
 LA0917
 LA0917                          STATION DESCRIPTION
 LA0917
 LA0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA0917'STATION IS LOCATED ABOUT 17 MILES SOUTH OF MARKLE, 16 MILES EAST OF
 LA0917'MARION, AND 5-1/2 MILES
 LA0917'NORTHWEST OF MONTPELIER.  IT IS 34 FEET EAST OF CENTER OF STATE
 LA0917'HIGHWAY 3,2 FEET SOUTH OF A WITNESS
 LA0917'POST, AND 1 FOOT WEST OF A FENCE.  THE MARK IS AN 8 X 8
 LA0917'INCH CONCRETE POST WHICH PROJECTS 3 INCHES AND
 LA0917'THE DISK IS A STANDARD USC AND GS BM DISK
 LA0917'STAMPED R 214 1947.
 LA0917'
 LA0917'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASBUR.  THE
 LA0917'DISTANCE WAS 152.38 FEET
 LA0917'(46.446 METERS).
 LA0917'
 LA0917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21 IN
 LA0917'MARION, GO EAST ON HIGHWAY 18
 LA0917'FOR 15.2 MILES TO THE JUNCTION OF STATE HIGHWAY 3, TURN LEFT AND GO
 LA0917'NORTH ON HIGHWAY 3 FOR 1.9 MILES TO
 LA0917'MARK ON RIGHT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 LA0917'
 LA0917'THIS IS A TRAVERSE STATION.
 LA0917
 LA0917                          STATION RECOVERY (1968)
 LA0917
 LA0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0917'8.6 MI N FROM HARTFORD CITY.
 LA0917'8.6 MILES NORTH ALONG S.R. 3 FROM THE CITY SCHOOL AT HARTFORD
 LA0917'CITY ABOUT 0.15 MILE SOUTH OF THE CROSSROADS AT THE ASHBAR
 LA0917'METHODIST CHURCH AND CEMETERY 34 FT. EAST OF THE C/L OF S.R. 3,
 LA0917'OPPOSITE THE FARMHOUSE OF E.L. WOLVERTON, 13 FT. NORTH OF A
 LA0917'FIELD ENTRANCE AND THE PROLONGED C/L OF THE DRIVE TO THE
 LA0917'FARMHOUSE, 8 FT. NORTH OF THE NORTH GATE POST TO THE FIELD
 LA0917'ENTRANCE, 1.5 FT. WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA0917'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJ. 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0929 ***********************************************************************
 LA0929  DESIGNATION -  R 215
 LA0929  PID         -  LA0929
 LA0929  STATE/COUNTY-  IN/BLACKFORD
 LA0929  COUNTRY     -  US
 LA0929  USGS QUAD   -  PETROLEUM (2019)
 LA0929
 LA0929                         *CURRENT SURVEY CONTROL
 LA0929  ______________________________________________________________________
 LA0929* NAD 83(1986) POSITION- 40 33 07.     (N) 085 13 15.     (W)   SCALED
 LA0929* NAVD 88 ORTHO HEIGHT -   267.593 (meters)      877.93  (feet) ADJUSTED
 LA0929  ______________________________________________________________________
 LA0929  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 LA0929  DYNAMIC HEIGHT  -        267.459 (meters)      877.49  (feet) COMP
 LA0929  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 LA0929
 LA0929  VERT ORDER      -  SECOND    CLASS 0
 LA0929
 LA0929.The horizontal coordinates were scaled from a map and have
 LA0929.an estimated accuracy of +/- 6 seconds.
 LA0929
 LA0929.The orthometric height was determined by differential leveling and
 LA0929.adjusted by the NATIONAL GEODETIC SURVEY
 LA0929.in June 1991.
 LA0929
 LA0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0929.GEOID18 height accuracy estimate available here.
 LA0929
 LA0929.Click photographs - Photos may exist for this station.
 LA0929
 LA0929.The dynamic height is computed by dividing the NAVD 88
 LA0929.geopotential number by the normal gravity value computed on the
 LA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0929.degrees latitude (g = 980.6199 gals.).
 LA0929
 LA0929.The modeled gravity was interpolated from observed gravity values.
 LA0929
 LA0929;                    North         East    Units  Estimated Accuracy
 LA0929;SPC IN E     -   588,900.      137,760.      MT  (+/- 180 meters Scaled)
 LA0929
 LA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK506905(NAD 83)
 LA0929
 LA0929                          SUPERSEDED SURVEY CONTROL
 LA0929
 LA0929  NGVD 29 (??/??/92)  267.729  (m)          878.37   (f) ADJ UNCH    2 0
 LA0929
 LA0929.Superseded values are not recommended for survey control.
 LA0929
 LA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0929.See file dsdata.pdf to determine how the superseded data were derived.
 LA0929
 LA0929_MARKER: DB = BENCH MARK DISK
 LA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0929_STAMPING: R 215 1947
 LA0929_MARK LOGO: CGS
 LA0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0929+STABILITY: SURFACE MOTION
 LA0929
 LA0929  HISTORY     - Date     Condition        Report By
 LA0929  HISTORY     - 1947     MONUMENTED       CGS
 LA0929
 LA0929                          STATION DESCRIPTION
 LA0929
 LA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0929'3 MI E FROM MONTPELIER.
 LA0929'ABOUT 3.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LA0929'AT MONTPELIER, ABOUT 1.05 MILES WEST OF THE BLACKFORD-JAY
 LA0929'COUNTY LINE, AT A GRAVEL CROSS ROAD, 52 FEET EAST OF THE CENTER
 LA0929'LINE OF THE CROSS ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE
 LA0929'HIGHWAY, 16.5 FEET EAST OF A 28-INCH OAK USED AS A FENCE CORNER
 LA0929'POST, 1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE
 LA0929'WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE HIGHWAY AND SET
 LA0929'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0950 ***********************************************************************
 LA0950  DESIGNATION -  R 216
 LA0950  PID         -  LA0950
 LA0950  STATE/COUNTY-  IN/WELLS
 LA0950  COUNTRY     -  US
 LA0950  USGS QUAD   -  BLUFFTON (2019)
 LA0950
 LA0950                         *CURRENT SURVEY CONTROL
 LA0950  ______________________________________________________________________
 LA0950* NAD 83(1986) POSITION- 40 39 17.     (N) 085 10 04.     (W)   SCALED
 LA0950* NAVD 88 ORTHO HEIGHT -   257.928 (meters)      846.22  (feet) ADJUSTED
 LA0950  ______________________________________________________________________
 LA0950  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 LA0950  DYNAMIC HEIGHT  -        257.802 (meters)      845.81  (feet) COMP
 LA0950  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LA0950
 LA0950  VERT ORDER      -  SECOND    CLASS 0
 LA0950
 LA0950.The horizontal coordinates were scaled from a map and have
 LA0950.an estimated accuracy of +/- 6 seconds.
 LA0950
 LA0950.The orthometric height was determined by differential leveling and
 LA0950.adjusted by the NATIONAL GEODETIC SURVEY
 LA0950.in June 1991.
 LA0950
 LA0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0950.GEOID18 height accuracy estimate available here.
 LA0950
 LA0950.Click photographs - Photos may exist for this station.
 LA0950
 LA0950.The dynamic height is computed by dividing the NAVD 88
 LA0950.geopotential number by the normal gravity value computed on the
 LA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0950.degrees latitude (g = 980.6199 gals.).
 LA0950
 LA0950.The modeled gravity was interpolated from observed gravity values.
 LA0950
 LA0950;                    North         East    Units  Estimated Accuracy
 LA0950;SPC IN E     -   600,340.      142,190.      MT  (+/- 180 meters Scaled)
 LA0950
 LA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL548020(NAD 83)
 LA0950
 LA0950                          SUPERSEDED SURVEY CONTROL
 LA0950
 LA0950  NGVD 29 (??/??/92)  258.067  (m)          846.67   (f) ADJ UNCH    2 0
 LA0950
 LA0950.Superseded values are not recommended for survey control.
 LA0950
 LA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0950.See file dsdata.pdf to determine how the superseded data were derived.
 LA0950
 LA0950_MARKER: DB = BENCH MARK DISK
 LA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0950_STAMPING: R 216 1947
 LA0950_MARK LOGO: CGS
 LA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0950+STABILITY: SURFACE MOTION
 LA0950
 LA0950  HISTORY     - Date     Condition        Report By
 LA0950  HISTORY     - 1947     MONUMENTED       CGS
 LA0950  HISTORY     - 1968     GOOD             CGS
 LA0950
 LA0950                          STATION DESCRIPTION
 LA0950
 LA0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0950'0.9 MI W FROM REIFFSBURG.
 LA0950'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 118 FROM THE M.E.
 LA0950'CHURCH AT REIFFSBURG, ABOUT 0.3 MILE EAST OF THE JUNCTION OF A
 LA0950'ROAD SOUTH, 0.2 MILE WEST OF A NARROW BRIDGE, AT THE THOMAS
 LA0950'FARM, 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 38
 LA0950'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF
 LA0950'THE CENTER LINE OF A DRIVE WAY TO A FARM YARD, 11 FEET WEST OF
 LA0950'THE WEST GATE POST, 1 FOOT NORTH OF THE FENCE LINE, 1.5 FEET
 LA0950'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LA0950'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 LA0950
 LA0950                          STATION RECOVERY (1968)
 LA0950
 LA0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1229 ***********************************************************************
 LA1229  DESIGNATION -  R 217
 LA1229  PID         -  LA1229
 LA1229  STATE/COUNTY-  IN/DELAWARE
 LA1229  COUNTRY     -  US
 LA1229  USGS QUAD   -  WHEELING (2019)
 LA1229
 LA1229                         *CURRENT SURVEY CONTROL
 LA1229  ______________________________________________________________________
 LA1229* NAD 83(1986) POSITION- 40 17 55.     (N) 085 27 05.     (W)   SCALED
 LA1229* NAVD 88 ORTHO HEIGHT -   273.802 (meters)      898.30  (feet) ADJUSTED
 LA1229  ______________________________________________________________________
 LA1229  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 LA1229  DYNAMIC HEIGHT  -        273.660 (meters)      897.83  (feet) COMP
 LA1229  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 LA1229
 LA1229  VERT ORDER      -  SECOND    CLASS 0
 LA1229
 LA1229.The horizontal coordinates were scaled from a map and have
 LA1229.an estimated accuracy of +/- 6 seconds.
 LA1229
 LA1229.The orthometric height was determined by differential leveling and
 LA1229.adjusted by the NATIONAL GEODETIC SURVEY
 LA1229.in June 1991.
 LA1229
 LA1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1229.GEOID18 height accuracy estimate available here.
 LA1229
 LA1229.Click photographs - Photos may exist for this station.
 LA1229
 LA1229.The dynamic height is computed by dividing the NAVD 88
 LA1229.geopotential number by the normal gravity value computed on the
 LA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1229.degrees latitude (g = 980.6199 gals.).
 LA1229
 LA1229.The modeled gravity was interpolated from observed gravity values.
 LA1229
 LA1229;                    North         East    Units  Estimated Accuracy
 LA1229;SPC IN E     -   560,700.      118,300.      MT  (+/- 180 meters Scaled)
 LA1229
 LA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK316620(NAD 83)
 LA1229
 LA1229                          SUPERSEDED SURVEY CONTROL
 LA1229
 LA1229  NGVD 29 (??/??/92)  273.939  (m)          898.75   (f) ADJ UNCH    2 0
 LA1229
 LA1229.Superseded values are not recommended for survey control.
 LA1229
 LA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1229.See file dsdata.pdf to determine how the superseded data were derived.
 LA1229
 LA1229_MARKER: DB = BENCH MARK DISK
 LA1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1229_STAMPING: R 217 1947
 LA1229_MARK LOGO: CGS
 LA1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1229+STABILITY: SURFACE MOTION
 LA1229
 LA1229  HISTORY     - Date     Condition        Report By
 LA1229  HISTORY     - 1947     MONUMENTED       CGS
 LA1229
 LA1229                          STATION DESCRIPTION
 LA1229
 LA1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1229'7.9 MI NW FROM MUNCIE.
 LA1229'ABOUT 7.9 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1229'HOUSE AT MUNCIE, AT A GRAVEL CROSS ROAD, 22.5 FEET NORTH OF THE
 LA1229'CENTER LINE OF THE GRAVEL ROAD, 21.5 FEET SOUTHWEST OF THE CENTER
 LA1229'LINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF A TELEPHONE POLE,
 LA1229'8 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF THE FENCE
 LA1229'LINE, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 LA1229'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1229'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1513 ***********************************************************************
 LA1513  DESIGNATION -  R 218
 LA1513  PID         -  LA1513
 LA1513  STATE/COUNTY-  IN/DELAWARE
 LA1513  COUNTRY     -  US
 LA1513  USGS QUAD   -  GILMAN (2019)
 LA1513
 LA1513                         *CURRENT SURVEY CONTROL
 LA1513  ______________________________________________________________________
 LA1513* NAD 83(1986) POSITION- 40 08 05.9    (N) 085 34 33.0    (W)   HD_HELD2
 LA1513* NAVD 88 ORTHO HEIGHT -   277.798 (meters)      911.41  (feet) ADJUSTED
 LA1513  ______________________________________________________________________
 LA1513  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 LA1513  DYNAMIC HEIGHT  -        277.650 (meters)      910.92  (feet) COMP
 LA1513  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LA1513
 LA1513  VERT ORDER      -  SECOND    CLASS 0
 LA1513
 LA1513.The horizontal coordinates were established by autonomous hand held GPS
 LA1513.observations and have an estimated accuracy of +/- 10 meters.
 LA1513
 LA1513.The orthometric height was determined by differential leveling and
 LA1513.adjusted by the NATIONAL GEODETIC SURVEY
 LA1513.in June 1991.
 LA1513
 LA1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1513.GEOID18 height accuracy estimate available here.
 LA1513
 LA1513.Click photographs - Photos may exist for this station.
 LA1513
 LA1513.The dynamic height is computed by dividing the NAVD 88
 LA1513.geopotential number by the normal gravity value computed on the
 LA1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1513.degrees latitude (g = 980.6199 gals.).
 LA1513
 LA1513.The modeled gravity was interpolated from observed gravity values.
 LA1513
 LA1513;                    North         East    Units  Estimated Accuracy
 LA1513;SPC IN E     -   542,508.      107,741.      MT  (+/- 10 meters HH2 GPS)
 LA1513
 LA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2132843710(NAD 83)
 LA1513
 LA1513                          SUPERSEDED SURVEY CONTROL
 LA1513
 LA1513  NGVD 29 (??/??/92)  277.936  (m)          911.86   (f) ADJ UNCH    2 0
 LA1513
 LA1513.Superseded values are not recommended for survey control.
 LA1513
 LA1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1513.See file dsdata.pdf to determine how the superseded data were derived.
 LA1513
 LA1513_MARKER: DB = BENCH MARK DISK
 LA1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1513_STAMPING: R 218 1947
 LA1513_MARK LOGO: CGS
 LA1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1513+STABILITY: SURFACE MOTION
 LA1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1513+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 LA1513
 LA1513  HISTORY     - Date     Condition        Report By
 LA1513  HISTORY     - 1947     MONUMENTED       CGS
 LA1513  HISTORY     - 20050406 GOOD             BFSINC
 LA1513
 LA1513                          STATION DESCRIPTION
 LA1513
 LA1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1513'2.6 MI NE FROM CHESTERFIELD.
 LA1513'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GRAMMAR
 LA1513'SCHOOL AT CHESTERFIELD, THENCE ABOUT 1.35 MILE NORTH ALONG THE
 LA1513'DELAWARE-MADISON COUNTY LINE ROAD, AT AN EAST-WEST GRAVEL CROSS
 LA1513'ROAD, 35.5 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 15
 LA1513'FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 9.5
 LA1513'FEET NORTH OF A FENCE CORNER AND GATE POST, 3.5 FEET NORTH OF A
 LA1513'TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE, 1.5 FEET SOUTH
 LA1513'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LA1513'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1513
 LA1513                          STATION RECOVERY (2005)
 LA1513
 LA1513'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA1513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1174 ***********************************************************************
 LA1174  DESIGNATION -  R 219
 LA1174  PID         -  LA1174
 LA1174  STATE/COUNTY-  IN/DELAWARE
 LA1174  COUNTRY     -  US
 LA1174  USGS QUAD   -  EATON (2019)
 LA1174
 LA1174                         *CURRENT SURVEY CONTROL
 LA1174  ______________________________________________________________________
 LA1174* NAD 83(1986) POSITION- 40 15 47.     (N) 085 16 09.     (W)   SCALED
 LA1174* NAVD 88 ORTHO HEIGHT -   290.300 (meters)      952.43  (feet) ADJUSTED
 LA1174  ______________________________________________________________________
 LA1174  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 LA1174  DYNAMIC HEIGHT  -        290.148 (meters)      951.93  (feet) COMP
 LA1174  MODELED GRAVITY -    980,092.5   (mgal)                       NAVD 88
 LA1174
 LA1174  VERT ORDER      -  SECOND    CLASS 0
 LA1174
 LA1174.The horizontal coordinates were scaled from a map and have
 LA1174.an estimated accuracy of +/- 6 seconds.
 LA1174
 LA1174.The orthometric height was determined by differential leveling and
 LA1174.adjusted by the NATIONAL GEODETIC SURVEY
 LA1174.in June 1991.
 LA1174
 LA1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1174.GEOID18 height accuracy estimate available here.
 LA1174
 LA1174.Click photographs - Photos may exist for this station.
 LA1174
 LA1174.The dynamic height is computed by dividing the NAVD 88
 LA1174.geopotential number by the normal gravity value computed on the
 LA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1174.degrees latitude (g = 980.6199 gals.).
 LA1174
 LA1174.The modeled gravity was interpolated from observed gravity values.
 LA1174
 LA1174;                    North         East    Units  Estimated Accuracy
 LA1174;SPC IN E     -   556,800.      133,810.      MT  (+/- 180 meters Scaled)
 LA1174
 LA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK471583(NAD 83)
 LA1174
 LA1174                          SUPERSEDED SURVEY CONTROL
 LA1174
 LA1174  NGVD 29 (??/??/92)  290.436  (m)          952.87   (f) ADJ UNCH    2 0
 LA1174
 LA1174.Superseded values are not recommended for survey control.
 LA1174
 LA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1174.See file dsdata.pdf to determine how the superseded data were derived.
 LA1174
 LA1174_MARKER: DB = BENCH MARK DISK
 LA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1174_STAMPING: R 219 1947
 LA1174_MARK LOGO: CGS
 LA1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1174+STABILITY: SURFACE MOTION
 LA1174
 LA1174  HISTORY     - Date     Condition        Report By
 LA1174  HISTORY     - 1947     MONUMENTED       CGS
 LA1174
 LA1174                          STATION DESCRIPTION
 LA1174
 LA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1174'1.8 MI NE FROM DE SOTO.
 LA1174'ABOUT 1.8 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1174'LOUIS RAILROAD FROM THE STATION AT DE SOTO, AT AN EAST-WEST BLACK
 LA1174'TOP ROAD CROSSING, 36.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LA1174'24 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 7.2 FEET
 LA1174'SOUTH OF A FENCE CORNER AND GATE POST, 11 FEET SOUTH OF TELEPHONE
 LA1174'POLE NO. 11066 1/2, 22 FEET NORTHEAST OF A TELEGRAPH POLE, 1.5
 LA1174'FEET NORTHWEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE
 LA1174'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 LA1174'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0695 ***********************************************************************
 MD0695  DESIGNATION -  R 22
 MD0695  PID         -  MD0695
 MD0695  STATE/COUNTY-  IN/DE KALB
 MD0695  COUNTRY     -  US
 MD0695  USGS QUAD   -  GARRETT (2019)
 MD0695
 MD0695                         *CURRENT SURVEY CONTROL
 MD0695  ______________________________________________________________________
 MD0695* NAD 83(1986) POSITION- 41 16 25.     (N) 085 08 07.     (W)   SCALED
 MD0695* NAVD 88 ORTHO HEIGHT -   258.574 (meters)      848.34  (feet) ADJUSTED
 MD0695  ______________________________________________________________________
 MD0695  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 MD0695  DYNAMIC HEIGHT  -        258.471 (meters)      848.00  (feet) COMP
 MD0695  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 MD0695
 MD0695  VERT ORDER      -  SECOND    CLASS 0
 MD0695
 MD0695.The horizontal coordinates were scaled from a map and have
 MD0695.an estimated accuracy of +/- 6 seconds.
 MD0695
 MD0695.The orthometric height was determined by differential leveling and
 MD0695.adjusted by the NATIONAL GEODETIC SURVEY
 MD0695.in June 1991.
 MD0695
 MD0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0695.GEOID18 height accuracy estimate available here.
 MD0695
 MD0695.Click photographs - Photos may exist for this station.
 MD0695
 MD0695.The dynamic height is computed by dividing the NAVD 88
 MD0695.geopotential number by the normal gravity value computed on the
 MD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0695.degrees latitude (g = 980.6199 gals.).
 MD0695
 MD0695.The modeled gravity was interpolated from observed gravity values.
 MD0695
 MD0695;                    North         East    Units  Estimated Accuracy
 MD0695;SPC IN E     -   669,080.      144,520.      MT  (+/- 180 meters Scaled)
 MD0695
 MD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL561708(NAD 83)
 MD0695
 MD0695                          SUPERSEDED SURVEY CONTROL
 MD0695
 MD0695  NGVD 29 (??/??/92)  258.721  (m)          848.82   (f) ADJ UNCH    2 0
 MD0695
 MD0695.Superseded values are not recommended for survey control.
 MD0695
 MD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0695.See file dsdata.pdf to determine how the superseded data were derived.
 MD0695
 MD0695_MARKER: DB = BENCH MARK DISK
 MD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0695_STAMPING: R 22 1934
 MD0695_MARK LOGO: CGS
 MD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0695+STABILITY: SURFACE MOTION
 MD0695
 MD0695  HISTORY     - Date     Condition        Report By
 MD0695  HISTORY     - 1934     MONUMENTED       CGS
 MD0695  HISTORY     - 1961     GOOD             CGS
 MD0695  HISTORY     - 1964     GOOD             INHD
 MD0695
 MD0695                          STATION DESCRIPTION
 MD0695
 MD0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0695'5.3 MI S FROM GARRETT.
 MD0695'ABOUT 5.3 MILES S ALONG NO. 27 U.S. HIGHWAY FROM THE RAILROAD
 MD0695'CROSSING IN GARRETT, AT THE CROSSING OF THE HWY. AND THE FORT
 MD0695'WAYNE BRANCH OF THE NEW YORK CENTRAL RAILROAD, 51 FEET E OF
 MD0695'CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 48 FEET NE OF A
 MD0695'POWER POLE, 45.2 FEET SE OF SE RAIL, 0.5 FOOT HIGHER THAN TOP
 MD0695'OF SAME, 45 FEET NE OF FENCE CORNER, 2 FEET NW OF THE FENCE
 MD0695'LINE, 1.5 FEET NE OF STEEL WITNESS POST, AND PROJECTING 0.6
 MD0695'FOOT ABOVE GROUND.  NOTE-- 1.5 MILES NE OF OLD LOCATION LOCATED
 MD0695'IN SECTION 34, BUTTER TWP. DE KALB COIG 51 FEET NE OF U.S. 27, JUST
 MD0695'SOUTH OF RR CROSSING, AND 45 FT SE OF SOUTH RAIL.
 MD0695
 MD0695                          STATION RECOVERY (1964)
 MD0695
 MD0695'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1964
 MD0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1190 ***********************************************************************
 LA1190  DESIGNATION -  R 220
 LA1190  PID         -  LA1190
 LA1190  STATE/COUNTY-  IN/RANDOLPH
 LA1190  COUNTRY     -  US
 LA1190  USGS QUAD   -  REDKEY (2019)
 LA1190
 LA1190                         *CURRENT SURVEY CONTROL
 LA1190  ______________________________________________________________________
 LA1190* NAD 83(1986) POSITION- 40 17 36.     (N) 085 09 58.     (W)   SCALED
 LA1190* NAVD 88 ORTHO HEIGHT -   292.118 (meters)      958.39  (feet) ADJUSTED
 LA1190  ______________________________________________________________________
 LA1190  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 LA1190  DYNAMIC HEIGHT  -        291.965 (meters)      957.89  (feet) COMP
 LA1190  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 LA1190
 LA1190  VERT ORDER      -  SECOND    CLASS 0
 LA1190
 LA1190.The horizontal coordinates were scaled from a map and have
 LA1190.an estimated accuracy of +/- 6 seconds.
 LA1190
 LA1190.The orthometric height was determined by differential leveling and
 LA1190.adjusted by the NATIONAL GEODETIC SURVEY
 LA1190.in June 1991.
 LA1190
 LA1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1190.GEOID18 height accuracy estimate available here.
 LA1190
 LA1190.Click photographs - Photos may exist for this station.
 LA1190
 LA1190.The dynamic height is computed by dividing the NAVD 88
 LA1190.geopotential number by the normal gravity value computed on the
 LA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1190.degrees latitude (g = 980.6199 gals.).
 LA1190
 LA1190.The modeled gravity was interpolated from observed gravity values.
 LA1190
 LA1190;                    North         East    Units  Estimated Accuracy
 LA1190;SPC IN E     -   560,210.      142,560.      MT  (+/- 180 meters Scaled)
 LA1190
 LA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK558619(NAD 83)
 LA1190
 LA1190                          SUPERSEDED SURVEY CONTROL
 LA1190
 LA1190  NGVD 29 (??/??/92)  292.256  (m)          958.84   (f) ADJ UNCH    2 0
 LA1190
 LA1190.Superseded values are not recommended for survey control.
 LA1190
 LA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1190.See file dsdata.pdf to determine how the superseded data were derived.
 LA1190
 LA1190_MARKER: DB = BENCH MARK DISK
 LA1190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1190_SP_SET: CULVERT HEADWALL
 LA1190_STAMPING: R 220 1947
 LA1190_MARK LOGO: CGS
 LA1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1190+STABILITY: SURFACE MOTION
 LA1190
 LA1190  HISTORY     - Date     Condition        Report By
 LA1190  HISTORY     - 1947     MONUMENTED       CGS
 LA1190
 LA1190                          STATION DESCRIPTION
 LA1190
 LA1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1190'1.6 MI E FROM FAIRVIEW.
 LA1190'ABOUT 1.55 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS AT
 LA1190'FAIRVIEW, ABOUT 0.9 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY
 LA1190'1, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 LA1190'OF A 20-INCH PIPE CULVERT, 37 FEET NORTH OF THE CENTER LINE OF THE
 LA1190'HIGHWAY, 60.5 FEET WEST OF A POWER POLE, AND ABOUT 4 FEET BELOW
 LA1190'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0652 ***********************************************************************
 LA0652  DESIGNATION -  R 221
 LA0652  PID         -  LA0652
 LA0652  STATE/COUNTY-  IN/ALLEN
 LA0652  COUNTRY     -  US
 LA0652  USGS QUAD   -  HOAGLAND (2019)
 LA0652
 LA0652                         *CURRENT SURVEY CONTROL
 LA0652  ______________________________________________________________________
 LA0652* NAD 83(1986) POSITION- 40 58 03.     (N) 084 58 10.     (W)   SCALED
 LA0652* NAVD 88 ORTHO HEIGHT -   251.637 (meters)      825.58  (feet) ADJUSTED
 LA0652  ______________________________________________________________________
 LA0652  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 LA0652  DYNAMIC HEIGHT  -        251.531 (meters)      825.23  (feet) COMP
 LA0652  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 LA0652
 LA0652  VERT ORDER      -  SECOND    CLASS 0
 LA0652
 LA0652.The horizontal coordinates were scaled from a map and have
 LA0652.an estimated accuracy of +/- 6 seconds.
 LA0652
 LA0652.The orthometric height was determined by differential leveling and
 LA0652.adjusted by the NATIONAL GEODETIC SURVEY
 LA0652.in June 1991.
 LA0652
 LA0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0652.GEOID18 height accuracy estimate available here.
 LA0652
 LA0652.Click photographs - Photos may exist for this station.
 LA0652
 LA0652.The dynamic height is computed by dividing the NAVD 88
 LA0652.geopotential number by the normal gravity value computed on the
 LA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0652.degrees latitude (g = 980.6199 gals.).
 LA0652
 LA0652.The modeled gravity was interpolated from observed gravity values.
 LA0652
 LA0652;                    North         East    Units  Estimated Accuracy
 LA0652;SPC IN E     -   635,180.      158,690.      MT  (+/- 180 meters Scaled)
 LA0652
 LA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL708371(NAD 83)
 LA0652
 LA0652                          SUPERSEDED SURVEY CONTROL
 LA0652
 LA0652  NGVD 29 (??/??/92)  251.790  (m)          826.08   (f) ADJ UNCH    2 0
 LA0652
 LA0652.Superseded values are not recommended for survey control.
 LA0652
 LA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0652.See file dsdata.pdf to determine how the superseded data were derived.
 LA0652
 LA0652_MARKER: DB = BENCH MARK DISK
 LA0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0652_SP_SET: BUILDING
 LA0652_STAMPING: R 221 1947
 LA0652_MARK LOGO: CGS
 LA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0652
 LA0652  HISTORY     - Date     Condition        Report By
 LA0652  HISTORY     - 1947     MONUMENTED       CGS
 LA0652  HISTORY     - 1968     GOOD             CGS
 LA0652  HISTORY     - 20090807 MARK NOT FOUND   INDOT
 LA0652
 LA0652                          STATION DESCRIPTION
 LA0652
 LA0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0652'2.1 MI NE FROM HOAGLAND.
 LA0652'ABOUT 0.7 MILES EASTA LONG A BLACKTOP ROAD FROM THE MADISON TWP.
 LA0652'SCHOOL AT HOAGLAND, THENCE ABOUT 1.4 MILES NORTH ALONG A BLACKTOP
 LA0652'ROAD LEADING TO MAPLES, ABOUT 0.7 MILES SOUTH OF THE INTERSECTION
 LA0652'OF THE FT. WAYNE-MONROEVILLE ROAD, AT ST. JOHNS EV. LUTHERAN
 LA0652'CHURCH AND SCHOOL, SET VERTICALLY IN THE SOUTH WALL OF THE EAST
 LA0652'ENTRANCE WING OF THE YELLOW BRICK SCHOOL BLDG. 76 FT. WEST OF
 LA0652'THE C/L OF THE ROAD, 4 FT. WEST OF THE SOUTHEAST CORNER OF THE
 LA0652'BLDG. AND 3.3 FT. ABOVE THE GROUND.
 LA0652
 LA0652                          STATION RECOVERY (2009)
 LA0652
 LA0652'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (BEL)
 LA0652'THERE IS EVIDENCE THE MARK WAS DESTROYED DUE TO RENOVATIONS TO THE
 LA0652'CHURCH THAT THE MARK WAS SET IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0726 ***********************************************************************
 LA0726  DESIGNATION -  R 222
 LA0726  PID         -  LA0726
 LA0726  STATE/COUNTY-  IN/ALLEN
 LA0726  COUNTRY     -  US
 LA0726  USGS QUAD   -  DIXON (2019)
 LA0726
 LA0726                         *CURRENT SURVEY CONTROL
 LA0726  ______________________________________________________________________
 LA0726* NAD 83(1986) POSITION- 40 58 29.     (N) 084 52 09.     (W)   SCALED
 LA0726* NAVD 88 ORTHO HEIGHT -   241.247 (meters)      791.49  (feet) ADJUSTED
 LA0726  ______________________________________________________________________
 LA0726  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 LA0726  DYNAMIC HEIGHT  -        241.146 (meters)      791.16  (feet) COMP
 LA0726  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 LA0726
 LA0726  VERT ORDER      -  SECOND    CLASS 0
 LA0726
 LA0726.The horizontal coordinates were scaled from a map and have
 LA0726.an estimated accuracy of +/- 6 seconds.
 LA0726
 LA0726.The orthometric height was determined by differential leveling and
 LA0726.adjusted by the NATIONAL GEODETIC SURVEY
 LA0726.in June 1991.
 LA0726
 LA0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0726.GEOID18 height accuracy estimate available here.
 LA0726
 LA0726.Click photographs - Photos may exist for this station.
 LA0726
 LA0726.The dynamic height is computed by dividing the NAVD 88
 LA0726.geopotential number by the normal gravity value computed on the
 LA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0726.degrees latitude (g = 980.6199 gals.).
 LA0726
 LA0726.The modeled gravity was interpolated from observed gravity values.
 LA0726
 LA0726;                    North         East    Units  Estimated Accuracy
 LA0726;SPC IN E     -   636,060.      167,120.      MT  (+/- 180 meters Scaled)
 LA0726
 LA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792381(NAD 83)
 LA0726
 LA0726                          SUPERSEDED SURVEY CONTROL
 LA0726
 LA0726  NGVD 29 (??/??/92)  241.403  (m)          792.00   (f) ADJ UNCH    2 0
 LA0726
 LA0726.Superseded values are not recommended for survey control.
 LA0726
 LA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0726.See file dsdata.pdf to determine how the superseded data were derived.
 LA0726
 LA0726_MARKER: DB = BENCH MARK DISK
 LA0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0726_SP_SET: TOWER BASE
 LA0726_STAMPING: R 222 1947
 LA0726_MARK LOGO: CGS
 LA0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0726
 LA0726  HISTORY     - Date     Condition        Report By
 LA0726  HISTORY     - 1947     MONUMENTED       CGS
 LA0726
 LA0726                          STATION DESCRIPTION
 LA0726
 LA0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0726'AT MONROEVILLE.
 LA0726'AT MONROEVILLE, IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 LA0726'BASE OF THE NORTHEAST LEG OF THE MONROEVILLE WATER TOWER, ABOUT
 LA0726'50 YARDS WEST OF STATE HIGHWAY 101, ABOUT 65 YARDS SOUTH OF THE
 LA0726'PENNSYLVANIA RAILROAD AND 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0490 ***********************************************************************
 LA0490  DESIGNATION -  R 223
 LA0490  PID         -  LA0490
 LA0490  STATE/COUNTY-  IN/ADAMS
 LA0490  COUNTRY     -  US
 LA0490  USGS QUAD   -  DECATUR (2019)
 LA0490
 LA0490                         *CURRENT SURVEY CONTROL
 LA0490  ______________________________________________________________________
 LA0490* NAD 83(1986) POSITION- 40 49 55.     (N) 084 59 18.     (W)   SCALED
 LA0490* NAVD 88 ORTHO HEIGHT -   246.525 (meters)      808.81  (feet) ADJUSTED
 LA0490  ______________________________________________________________________
 LA0490  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 LA0490  DYNAMIC HEIGHT  -        246.415 (meters)      808.45  (feet) COMP
 LA0490  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 LA0490
 LA0490  VERT ORDER      -  SECOND    CLASS 0
 LA0490
 LA0490.The horizontal coordinates were scaled from a map and have
 LA0490.an estimated accuracy of +/- 6 seconds.
 LA0490
 LA0490.The orthometric height was determined by differential leveling and
 LA0490.adjusted by the NATIONAL GEODETIC SURVEY
 LA0490.in June 1991.
 LA0490
 LA0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0490.GEOID18 height accuracy estimate available here.
 LA0490
 LA0490.Click photographs - Photos may exist for this station.
 LA0490
 LA0490.The dynamic height is computed by dividing the NAVD 88
 LA0490.geopotential number by the normal gravity value computed on the
 LA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0490.degrees latitude (g = 980.6199 gals.).
 LA0490
 LA0490.The modeled gravity was interpolated from observed gravity values.
 LA0490
 LA0490;                    North         East    Units  Estimated Accuracy
 LA0490;SPC IN E     -   620,120.      157,220.      MT  (+/- 180 meters Scaled)
 LA0490
 LA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL696220(NAD 83)
 LA0490
 LA0490                          SUPERSEDED SURVEY CONTROL
 LA0490
 LA0490  NGVD 29 (??/??/92)  246.675  (m)          809.30   (f) ADJ UNCH    2 0
 LA0490
 LA0490.Superseded values are not recommended for survey control.
 LA0490
 LA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0490.See file dsdata.pdf to determine how the superseded data were derived.
 LA0490
 LA0490_MARKER: DB = BENCH MARK DISK
 LA0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0490_STAMPING: R 223 1947
 LA0490_MARK LOGO: CGS
 LA0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0490+STABILITY: SURFACE MOTION
 LA0490
 LA0490  HISTORY     - Date     Condition        Report By
 LA0490  HISTORY     - 1947     MONUMENTED       CGS
 LA0490  HISTORY     - 1974     GOOD             BRADY
 LA0490
 LA0490                          STATION DESCRIPTION
 LA0490
 LA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0490'2.6 MI W FROM DECATUR.
 LA0490'ABOUT 2.65 MILES WEST ALONG U.S. HIGHWAY 224 FROM ITS JUNCTION WITH
 LA0490'U.S. HIGHWAY 27 AT DECATUR, ABOUT 0.5 MILE WEST OF THE INTERSECTION
 LA0490'OF THE ERIE RAILROAD, AT THE NORTHEAST CORNER OF THE LINIGER AIR
 LA0490'FIELD, 39.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 LA0490'WEST OF THE CENTER LINE OF A DRIVE WAY TO A FARM, 11 FEET WEST OF
 LA0490'A ROUND CONCRETE FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE,
 LA0490'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0490'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0490
 LA0490                          STATION RECOVERY (1974)
 LA0490
 LA0490'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0735 ***********************************************************************
 LA0735  DESIGNATION -  R 224
 LA0735  PID         -  LA0735
 LA0735  STATE/COUNTY-  IN/ADAMS
 LA0735  COUNTRY     -  US
 LA0735  USGS QUAD   -  BERNE (2019)
 LA0735
 LA0735                         *CURRENT SURVEY CONTROL
 LA0735  ______________________________________________________________________
 LA0735* NAD 83(1986) POSITION- 40 44 40.     (N) 084 58 31.     (W)   SCALED
 LA0735* NAVD 88 ORTHO HEIGHT -   252.830 (meters)      829.49  (feet) ADJUSTED
 LA0735  ______________________________________________________________________
 LA0735  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 LA0735  DYNAMIC HEIGHT  -        252.713 (meters)      829.11  (feet) COMP
 LA0735  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 LA0735
 LA0735  VERT ORDER      -  SECOND    CLASS 0
 LA0735
 LA0735.The horizontal coordinates were scaled from a map and have
 LA0735.an estimated accuracy of +/- 6 seconds.
 LA0735
 LA0735.The orthometric height was determined by differential leveling and
 LA0735.adjusted by the NATIONAL GEODETIC SURVEY
 LA0735.in June 1991.
 LA0735
 LA0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0735.GEOID18 height accuracy estimate available here.
 LA0735
 LA0735.Click photographs - Photos may exist for this station.
 LA0735
 LA0735.The dynamic height is computed by dividing the NAVD 88
 LA0735.geopotential number by the normal gravity value computed on the
 LA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0735.degrees latitude (g = 980.6199 gals.).
 LA0735
 LA0735.The modeled gravity was interpolated from observed gravity values.
 LA0735
 LA0735;                    North         East    Units  Estimated Accuracy
 LA0735;SPC IN E     -   610,410.      158,390.      MT  (+/- 180 meters Scaled)
 LA0735
 LA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL709123(NAD 83)
 LA0735
 LA0735                          SUPERSEDED SURVEY CONTROL
 LA0735
 LA0735  NGVD 29 (??/??/92)  252.979  (m)          829.98   (f) ADJ UNCH    2 0
 LA0735
 LA0735.Superseded values are not recommended for survey control.
 LA0735
 LA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0735.See file dsdata.pdf to determine how the superseded data were derived.
 LA0735
 LA0735_MARKER: DB = BENCH MARK DISK
 LA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0735_STAMPING: R 224 1947
 LA0735_MARK LOGO: CGS
 LA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0735+STABILITY: SURFACE MOTION
 LA0735
 LA0735  HISTORY     - Date     Condition        Report By
 LA0735  HISTORY     - 1947     MONUMENTED       CGS
 LA0735
 LA0735                          STATION DESCRIPTION
 LA0735
 LA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0735'1.2 MI W FROM COPPESS CORNER.
 LA0735'ABOUT 1.15 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA0735'WITH U.S. HIGHWAY 27 AT COPPESS CORNER, AT A JOGGED CROSS ROAD,
 LA0735'71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET EAST OF
 LA0735'THE PROLONGED CENTER LINE OF THE ROAD NORTH, 35 FEET WEST OF THE
 LA0735'CENTER LINE OF THE ROAD SOUTH, 1 FOOT NORTHEAST OF A WIRE FENCE,
 LA0735'17.5 FEET SOUTHWEST OF THE WEST END OF A 12-INCH PIPE CULVERT ON
 LA0735'THE ROAD SOUTH, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 LA0735'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0735'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0631 ***********************************************************************
 LA0631  DESIGNATION -  R 225 RESET
 LA0631  PID         -  LA0631
 LA0631  STATE/COUNTY-  IN/ADAMS
 LA0631  COUNTRY     -  US
 LA0631  USGS QUAD   -  BERNE (2019)
 LA0631
 LA0631                         *CURRENT SURVEY CONTROL
 LA0631  ______________________________________________________________________
 LA0631* NAD 83(1986) POSITION- 40 42 12.     (N) 084 57 22.     (W)   SCALED
 LA0631* NAVD 88 ORTHO HEIGHT -   256.32  (meters)      840.9   (feet) RESET
 LA0631  ______________________________________________________________________
 LA0631  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LA0631  VERT ORDER      -  THIRD
 LA0631
 LA0631.The horizontal coordinates were scaled from a map and have
 LA0631.an estimated accuracy of +/- 6 seconds.
 LA0631
 LA0631.The orthometric height was computed from unverified reset data.
 LA0631
 LA0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0631.GEOID18 height accuracy estimate available here.
 LA0631
 LA0631.Click photographs - Photos may exist for this station.
 LA0631
 LA0631;                    North         East    Units  Estimated Accuracy
 LA0631;SPC IN E     -   605,860.      160,050.      MT  (+/- 180 meters Scaled)
 LA0631
 LA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726078(NAD 83)
 LA0631
 LA0631                          SUPERSEDED SURVEY CONTROL
 LA0631
 LA0631  NGVD 29 (??/??/??)  256.47   (m)          841.4    (f) RESET       3  
 LA0631
 LA0631.Superseded values are not recommended for survey control.
 LA0631
 LA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0631.See file dsdata.pdf to determine how the superseded data were derived.
 LA0631
 LA0631_MARKER: DD = SURVEY DISK
 LA0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0631_SP_SET: BRIDGE
 LA0631_STAMPING: 5/2 + 9/21 1964 R 225 RESET 1964
 LA0631_MARK LOGO: INHD
 LA0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0631
 LA0631  HISTORY     - Date     Condition        Report By
 LA0631  HISTORY     - 1964     MONUMENTED       INHD
 LA0631
 LA0631                          STATION DESCRIPTION
 LA0631
 LA0631'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1964
 LA0631'3 MI S FROM COPPESS CORNERS.
 LA0631'ABOUT 3.2 MILES N ALONG NO. 27 U.S. HWY. FROM ITS INTERSECTION
 LA0631'WITH NO. 118 INDIANA HWY. IN BERNE OR 2.95 MILES S ALONG SAME
 LA0631'FROM ITS INTERSECTION WITH NO. 124 INDIANA HWY. AT COPPESS CORNER,
 LA0631'AT THE SW CORNER OF THE CONCRETE BRIDGE OVER BLUE CREEK, 2.5 FEET
 LA0631'S OF S END OF THE W RAILING WALL, IN THE CENTER OF THE TOP OF
 LA0631'5-FOOT-LONG RETAINING WALL BUILT UP FROM THE SOUTH ABUTMENT,
 LA0631'0.5 FOOT HIGHER THAN THE CENTER LINE OF BRIDGE 40-FOOT ROADWAY,
 LA0631'0.5 FOOT N OF THE DOMED BRONZED BENCH MARK NO. ADA F 8 OF THE
 LA0631'INDIANA STATE HIGHWAY COMMISSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0371 ***********************************************************************
 LA0371  DESIGNATION -  R 226
 LA0371  PID         -  LA0371
 LA0371  STATE/COUNTY-  IN/JAY
 LA0371  COUNTRY     -  US
 LA0371  USGS QUAD   -  PORTLAND (2019)
 LA0371
 LA0371                         *CURRENT SURVEY CONTROL
 LA0371  ______________________________________________________________________
 LA0371* NAD 83(1986) POSITION- 40 27 11.     (N) 084 59 29.     (W)   SCALED
 LA0371* NAVD 88 ORTHO HEIGHT -   281.044 (meters)      922.06  (feet) ADJUSTED
 LA0371  ______________________________________________________________________
 LA0371  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 LA0371  DYNAMIC HEIGHT  -        280.905 (meters)      921.60  (feet) COMP
 LA0371  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 LA0371
 LA0371  VERT ORDER      -  SECOND    CLASS 0
 LA0371
 LA0371.This mark is at Portland Airport (PLD)
 LA0371
 LA0371.The horizontal coordinates were scaled from a map and have
 LA0371.an estimated accuracy of +/- 6 seconds.
 LA0371
 LA0371.The orthometric height was determined by differential leveling and
 LA0371.adjusted by the NATIONAL GEODETIC SURVEY
 LA0371.in June 1991.
 LA0371
 LA0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0371.GEOID18 height accuracy estimate available here.
 LA0371
 LA0371.Click photographs - Photos may exist for this station.
 LA0371
 LA0371.The dynamic height is computed by dividing the NAVD 88
 LA0371.geopotential number by the normal gravity value computed on the
 LA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0371.degrees latitude (g = 980.6199 gals.).
 LA0371
 LA0371.The modeled gravity was interpolated from observed gravity values.
 LA0371
 LA0371;                    North         East    Units  Estimated Accuracy
 LA0371;SPC IN E     -   578,040.      157,280.      MT  (+/- 180 meters Scaled)
 LA0371
 LA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK703799(NAD 83)
 LA0371
 LA0371                          SUPERSEDED SURVEY CONTROL
 LA0371
 LA0371  NGVD 29 (??/??/92)  281.192  (m)          922.54   (f) ADJ UNCH    2 0
 LA0371
 LA0371.Superseded values are not recommended for survey control.
 LA0371
 LA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0371.See file dsdata.pdf to determine how the superseded data were derived.
 LA0371
 LA0371_MARKER: DB = BENCH MARK DISK
 LA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0371_STAMPING: R 226 1947
 LA0371_MARK LOGO: CGS
 LA0371_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0371+STABILITY: SURFACE MOTION
 LA0371
 LA0371  HISTORY     - Date     Condition        Report By
 LA0371  HISTORY     - 1947     MONUMENTED       CGS
 LA0371
 LA0371                          STATION DESCRIPTION
 LA0371
 LA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0371'2.1 MI NW FROM PORTLAND.
 LA0371'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0371'AT PORTLAND, THENCE ABOUT 0.65 MILE WEST ALONG A BLACK TOP ROAD,
 LA0371'AT THE NORTHWEST CORNER OF THE STEED AIRPORT AND THE WEST
 LA0371'ENTRANCE TO THE FIELD, 55 FEET SOUTH OF THE CENTER LINE OF THE
 LA0371'BLACK TOP ROAD, 33.5 FEET SOUTH OF A FENCE CORNER, 99 FEET
 LA0371'NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR, 14 FEET WEST
 LA0371'OF THE CENTER LINE OF THE WEST ENTRANCE DRIVE, 1 FOOT EAST OF
 LA0371'A NORTH-SOUTH FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0371'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0371'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0827 ***********************************************************************
 LA0827  DESIGNATION -  R 227
 LA0827  PID         -  LA0827
 LA0827  STATE/COUNTY-  IN/JAY
 LA0827  COUNTRY     -  US
 LA0827  USGS QUAD   -  DOMESTIC (2019)
 LA0827
 LA0827                         *CURRENT SURVEY CONTROL
 LA0827  ______________________________________________________________________
 LA0827* NAD 83(1986) POSITION- 40 33 14.     (N) 085 05 22.     (W)   SCALED
 LA0827* NAVD 88 ORTHO HEIGHT -   260.467 (meters)      854.55  (feet) ADJUSTED
 LA0827  ______________________________________________________________________
 LA0827  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LA0827  DYNAMIC HEIGHT  -        260.338 (meters)      854.13  (feet) COMP
 LA0827  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 LA0827
 LA0827  VERT ORDER      -  SECOND    CLASS 0
 LA0827
 LA0827.The horizontal coordinates were scaled from a map and have
 LA0827.an estimated accuracy of +/- 6 seconds.
 LA0827
 LA0827.The orthometric height was determined by differential leveling and
 LA0827.adjusted by the NATIONAL GEODETIC SURVEY
 LA0827.in June 1991.
 LA0827
 LA0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0827.GEOID18 height accuracy estimate available here.
 LA0827
 LA0827.Click photographs - Photos may exist for this station.
 LA0827
 LA0827.The dynamic height is computed by dividing the NAVD 88
 LA0827.geopotential number by the normal gravity value computed on the
 LA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0827.degrees latitude (g = 980.6199 gals.).
 LA0827
 LA0827.The modeled gravity was interpolated from observed gravity values.
 LA0827
 LA0827;                    North         East    Units  Estimated Accuracy
 LA0827;SPC IN E     -   589,180.      148,890.      MT  (+/- 180 meters Scaled)
 LA0827
 LA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK617909(NAD 83)
 LA0827
 LA0827                          SUPERSEDED SURVEY CONTROL
 LA0827
 LA0827  NGVD 29 (??/??/92)  260.609  (m)          855.01   (f) ADJ UNCH    2 0
 LA0827
 LA0827.Superseded values are not recommended for survey control.
 LA0827
 LA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0827.See file dsdata.pdf to determine how the superseded data were derived.
 LA0827
 LA0827_MARKER: DB = BENCH MARK DISK
 LA0827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0827_SP_SET: CULVERT HEADWALL
 LA0827_STAMPING: R 227 1947
 LA0827_MARK LOGO: CGS
 LA0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0827+STABILITY: SURFACE MOTION
 LA0827
 LA0827  HISTORY     - Date     Condition        Report By
 LA0827  HISTORY     - 1947     MONUMENTED       CGS
 LA0827
 LA0827                          STATION DESCRIPTION
 LA0827
 LA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0827'3 MI E FROM FIAT.
 LA0827'ABOUT 3.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE INTERSECTION
 LA0827'OF STATE HIGHWAY 1 AT FIAT, AT THE WEST END OF A CURVE IN THE
 LA0827'HIGHWAY WITH TANGENTS EXTENDING SOUTHEAST AND WEST AND THE
 LA0827'JUNCTION OF A ROAD LEADING EAST, ABOUT 0.15 MILE WEST-NORTHWEST
 LA0827'OF THE OAKLAND M. E. CHURCH AND CROSSROADS, IN THE TOP OF THE
 LA0827'EAST END OF THE NORTH HEAD WALL OF AN 18 FOOT CONCRETE CULVERT
 LA0827'OVER A DITCH, 29 FEET NORTHEAST OF THE CENTER LINE OF THE
 LA0827'HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, AND
 LA0827'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1171 ***********************************************************************
 JZ1171  DESIGNATION -  R 228
 JZ1171  PID         -  JZ1171
 JZ1171  STATE/COUNTY-  IN/WAYNE
 JZ1171  COUNTRY     -  US
 JZ1171  USGS QUAD   -  WHITEWATER (2019)
 JZ1171
 JZ1171                         *CURRENT SURVEY CONTROL
 JZ1171  ______________________________________________________________________
 JZ1171* NAD 83(1986) POSITION- 39 57 25.4    (N) 084 49 50.7    (W)   HD_HELD2
 JZ1171* NAVD 88 ORTHO HEIGHT -   347.267 (meters)     1139.33  (feet) ADJUSTED
 JZ1171  ______________________________________________________________________
 JZ1171  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 JZ1171  DYNAMIC HEIGHT  -        347.067 (meters)     1138.67  (feet) COMP
 JZ1171  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 JZ1171
 JZ1171  VERT ORDER      -  SECOND    CLASS 0
 JZ1171
 JZ1171.The horizontal coordinates were established by autonomous hand held GPS
 JZ1171.observations and have an estimated accuracy of +/- 10 meters.
 JZ1171
 JZ1171.The orthometric height was determined by differential leveling and
 JZ1171.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1171.in June 1991.
 JZ1171
 JZ1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1171.GEOID18 height accuracy estimate available here.
 JZ1171
 JZ1171.Click photographs - Photos may exist for this station.
 JZ1171
 JZ1171.The dynamic height is computed by dividing the NAVD 88
 JZ1171.geopotential number by the normal gravity value computed on the
 JZ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1171.degrees latitude (g = 980.6199 gals.).
 JZ1171
 JZ1171.The modeled gravity was interpolated from observed gravity values.
 JZ1171
 JZ1171;                    North         East    Units  Estimated Accuracy
 JZ1171;SPC IN E     -   523,084.      171,425.      MT  (+/- 10 meters HH2 GPS)
 JZ1171
 JZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8529025244(NAD 83)
 JZ1171
 JZ1171                          SUPERSEDED SURVEY CONTROL
 JZ1171
 JZ1171  NGVD 29 (??/??/92)  347.405  (m)         1139.78   (f) ADJ UNCH    2 0
 JZ1171
 JZ1171.Superseded values are not recommended for survey control.
 JZ1171
 JZ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1171.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1171
 JZ1171_MARKER: DB = BENCH MARK DISK
 JZ1171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1171_SP_SET: CULVERT HEADWALL
 JZ1171_STAMPING: R 228 1947
 JZ1171_MARK LOGO: CGS
 JZ1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1171+STABILITY: SURFACE MOTION
 JZ1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1171+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 JZ1171
 JZ1171  HISTORY     - Date     Condition        Report By
 JZ1171  HISTORY     - 1947     MONUMENTED       CGS
 JZ1171  HISTORY     - 20030522 GOOD             GEOCAC
 JZ1171
 JZ1171                          STATION DESCRIPTION
 JZ1171
 JZ1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1171'0.8 MI N FROM WHITEWATER.
 JZ1171'0.85 MILE NORTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1171'WHITEWATER, ABOUT 0.5 MILE NORTH OF THE HIGH SCHOOL, ABOUT
 JZ1171'0.2 MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST, SET IN
 JZ1171'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A 5-FOOT
 JZ1171'CONCRETE CULVERT, 15 FEET EAST OF AND ABOUT LEVEL WITH THE
 JZ1171'CENTER LINE OF THE HIGHWAY.
 JZ1171
 JZ1171                          STATION RECOVERY (2003)
 JZ1171
 JZ1171'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1171'ROAD WEST IS ROELL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1150 ***********************************************************************
 JZ1150  DESIGNATION -  R 229
 JZ1150  PID         -  JZ1150
 JZ1150  STATE/COUNTY-  IN/WAYNE
 JZ1150  COUNTRY     -  US
 JZ1150  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1150
 JZ1150                         *CURRENT SURVEY CONTROL
 JZ1150  ______________________________________________________________________
 JZ1150* NAD 83(1986) POSITION- 39 55 56.     (N) 084 59 48.     (W)   SCALED
 JZ1150* NAVD 88 ORTHO HEIGHT -   331.743 (meters)     1088.39  (feet) ADJUSTED
 JZ1150  ______________________________________________________________________
 JZ1150  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 JZ1150  DYNAMIC HEIGHT  -        331.556 (meters)     1087.78  (feet) COMP
 JZ1150  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 JZ1150
 JZ1150  VERT ORDER      -  SECOND    CLASS 0
 JZ1150
 JZ1150.The horizontal coordinates were scaled from a map and have
 JZ1150.an estimated accuracy of +/- 6 seconds.
 JZ1150
 JZ1150.The orthometric height was determined by differential leveling and
 JZ1150.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1150.in June 1991.
 JZ1150
 JZ1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1150.GEOID18 height accuracy estimate available here.
 JZ1150
 JZ1150.Click photographs - Photos may exist for this station.
 JZ1150
 JZ1150.The dynamic height is computed by dividing the NAVD 88
 JZ1150.geopotential number by the normal gravity value computed on the
 JZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1150.degrees latitude (g = 980.6199 gals.).
 JZ1150
 JZ1150.The modeled gravity was interpolated from observed gravity values.
 JZ1150
 JZ1150;                    North         East    Units  Estimated Accuracy
 JZ1150;SPC IN E     -   520,210.      157,270.      MT  (+/- 180 meters Scaled)
 JZ1150
 JZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK711221(NAD 83)
 JZ1150
 JZ1150                          SUPERSEDED SURVEY CONTROL
 JZ1150
 JZ1150  NGVD 29 (??/??/92)  331.884  (m)         1088.86   (f) ADJ UNCH    2 0
 JZ1150
 JZ1150.Superseded values are not recommended for survey control.
 JZ1150
 JZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1150.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1150
 JZ1150_MARKER: DB = BENCH MARK DISK
 JZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1150_STAMPING: R 229 1947
 JZ1150_MARK LOGO: CGS
 JZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1150+STABILITY: SURFACE MOTION
 JZ1150
 JZ1150  HISTORY     - Date     Condition        Report By
 JZ1150  HISTORY     - 1947     MONUMENTED       CGS
 JZ1150
 JZ1150                          STATION DESCRIPTION
 JZ1150
 JZ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1150'1.2 MI S FROM WILLIAMSBURG.
 JZ1150'1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1150'WILLIAMSBURG, AT THE JUNCTION OF A ROAD LEADING WEST, 26 FEET
 JZ1150'WEST OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH OF THE
 JZ1150'CENTER LINE OF THE ROAD WEST, 10 FEET SOUTH OF A FENCE CORNER, 23
 JZ1150'FEET SOUTH OF THE EAST END OF THE SOUTH HEAD WALL OF A SMALL
 JZ1150'PIPE CULVERT UNDER THE ROAD WEST, 1.2 FEET EAST OF THE FENCE LINE,
 JZ1150'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ1150'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0301 ***********************************************************************
 ME0301  DESIGNATION -  R 23
 ME0301  PID         -  ME0301
 ME0301  STATE/COUNTY-  IN/ST JOSEPH
 ME0301  COUNTRY     -  US
 ME0301  USGS QUAD   -  WALKERTON (2019)
 ME0301
 ME0301                         *CURRENT SURVEY CONTROL
 ME0301  ______________________________________________________________________
 ME0301* NAD 83(1986) POSITION- 41 29 22.     (N) 086 27 17.     (W)   SCALED
 ME0301* NAVD 88 ORTHO HEIGHT -   219.793 (meters)      721.10  (feet) ADJUSTED
 ME0301  ______________________________________________________________________
 ME0301  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME0301  DYNAMIC HEIGHT  -        219.706 (meters)      720.82  (feet) COMP
 ME0301  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 ME0301
 ME0301  VERT ORDER      -  SECOND    CLASS 0
 ME0301
 ME0301.The horizontal coordinates were scaled from a map and have
 ME0301.an estimated accuracy of +/- 6 seconds.
 ME0301
 ME0301.The orthometric height was determined by differential leveling and
 ME0301.adjusted by the NATIONAL GEODETIC SURVEY
 ME0301.in June 1991.
 ME0301
 ME0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0301.GEOID18 height accuracy estimate available here.
 ME0301
 ME0301.Click photographs - Photos may exist for this station.
 ME0301
 ME0301.The dynamic height is computed by dividing the NAVD 88
 ME0301.geopotential number by the normal gravity value computed on the
 ME0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0301.degrees latitude (g = 980.6199 gals.).
 ME0301
 ME0301.The modeled gravity was interpolated from observed gravity values.
 ME0301
 ME0301;                    North         East    Units  Estimated Accuracy
 ME0301;SPC IN E     -   693,210.       34,190.      MT  (+/- 180 meters Scaled)
 ME0301
 ME0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL455932(NAD 83)
 ME0301
 ME0301                          SUPERSEDED SURVEY CONTROL
 ME0301
 ME0301  NGVD 29 (??/??/92)  219.903  (m)          721.47   (f) ADJ UNCH    2 0
 ME0301
 ME0301.Superseded values are not recommended for survey control.
 ME0301
 ME0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0301.See file dsdata.pdf to determine how the superseded data were derived.
 ME0301
 ME0301_MARKER: DB = BENCH MARK DISK
 ME0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0301_STAMPING: R 23 1934
 ME0301_MARK LOGO: CGS
 ME0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0301+STABILITY: SURFACE MOTION
 ME0301
 ME0301  HISTORY     - Date     Condition        Report By
 ME0301  HISTORY     - 1934     MONUMENTED       CGS
 ME0301  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0301
 ME0301                          STATION DESCRIPTION
 ME0301
 ME0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0301'2.2 MI NE FROM WALKERTON.
 ME0301'2.2 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0301'STATION AT WALKERTON, ST. JOSEPH COUNTY, IN THE NORTH ANGLE OF
 ME0301'THE CROSSING OF SWEETBRIER ROAD, 15 FEET NORTHEAST OF THE
 ME0301'CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF THE NORTHWEST RAIL,
 ME0301'AND 3 FEET SOUTHEAST OF THE CROSSING-WARNING SIGN.  A STANDARD
 ME0301'DISK, STAMPED R 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0301'PROJECTING 10 INCHES ABOVE GROUND.
 ME0301
 ME0301                          STATION RECOVERY (1985)
 ME0301
 ME0301'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1732 ***********************************************************************
 JZ1732  DESIGNATION -  R 230
 JZ1732  PID         -  JZ1732
 JZ1732  STATE/COUNTY-  IN/WAYNE
 JZ1732  COUNTRY     -  US
 JZ1732  USGS QUAD   -  GREENS FORK (2019)
 JZ1732
 JZ1732                         *CURRENT SURVEY CONTROL
 JZ1732  ______________________________________________________________________
 JZ1732* NAD 83(1986) POSITION- 39 58 09.     (N) 085 02 05.     (W)   SCALED
 JZ1732* NAVD 88 ORTHO HEIGHT -   345.922 (meters)     1134.91  (feet) ADJUSTED
 JZ1732  ______________________________________________________________________
 JZ1732  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 JZ1732  DYNAMIC HEIGHT  -        345.728 (meters)     1134.28  (feet) COMP
 JZ1732  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 JZ1732
 JZ1732  VERT ORDER      -  SECOND    CLASS 0
 JZ1732
 JZ1732.The horizontal coordinates were scaled from a map and have
 JZ1732.an estimated accuracy of +/- 6 seconds.
 JZ1732
 JZ1732.The orthometric height was determined by differential leveling and
 JZ1732.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1732.in June 1991.
 JZ1732
 JZ1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1732.GEOID18 height accuracy estimate available here.
 JZ1732
 JZ1732.Click photographs - Photos may exist for this station.
 JZ1732
 JZ1732.The dynamic height is computed by dividing the NAVD 88
 JZ1732.geopotential number by the normal gravity value computed on the
 JZ1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1732.degrees latitude (g = 980.6199 gals.).
 JZ1732
 JZ1732.The modeled gravity was interpolated from observed gravity values.
 JZ1732
 JZ1732;                    North         East    Units  Estimated Accuracy
 JZ1732;SPC IN E     -   524,290.      153,990.      MT  (+/- 180 meters Scaled)
 JZ1732
 JZ1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK678261(NAD 83)
 JZ1732
 JZ1732                          SUPERSEDED SURVEY CONTROL
 JZ1732
 JZ1732  NGVD 29 (??/??/92)  346.061  (m)         1135.37   (f) ADJ UNCH    2 0
 JZ1732
 JZ1732.Superseded values are not recommended for survey control.
 JZ1732
 JZ1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1732.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1732
 JZ1732_MARKER: DB = BENCH MARK DISK
 JZ1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1732_SP_SET: ABUTMENT
 JZ1732_STAMPING: R 230 1947
 JZ1732_MARK LOGO: CGS
 JZ1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1732
 JZ1732  HISTORY     - Date     Condition        Report By
 JZ1732  HISTORY     - 1947     MONUMENTED       CGS
 JZ1732  HISTORY     - 20051026 MARK NOT FOUND   GEOCAC
 JZ1732
 JZ1732                          STATION DESCRIPTION
 JZ1732
 JZ1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1732'3 MI E FROM ECONOMY.
 JZ1732'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL AT
 JZ1732'ECONOMY, ABOUT 2.6 MILES NORTHWEST OF THE CROSSROADS AT
 JZ1732'WILLIAMSBURG, AT A CROSS ROAD, 31 FEET SOUTHWEST OF THE CENTER
 JZ1732'LINE OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF THE CROSS
 JZ1732'ROAD, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT
 JZ1732'OF A 30-FOOT CONCRETE BRIDGE FOR THE HIGHWAY AND CROSS ROAD,
 JZ1732'1.2 FEET SOUTHWEST OF THE CONCRETE BANISTER AND ABOUT 0.5 FOOT
 JZ1732'ABOVE THE BRIDGE FLOOR.
 JZ1732
 JZ1732                          STATION RECOVERY (2005)
 JZ1732
 JZ1732'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1732'THERE IS NO BENCHMARK AT THE DESCRIBED LOCATION.  THERE IS AN INDIANA
 JZ1732'DOT MARK ON THE SOUTHWEST END OF THE NORTHEAST ABUTMENT.  THE BRIDGE
 JZ1732'APPEARS TO HAVE BEEN REPLACED SINCE 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1067 ***********************************************************************
 LA1067  DESIGNATION -  R 231
 LA1067  PID         -  LA1067
 LA1067  STATE/COUNTY-  IN/JAY
 LA1067  COUNTRY     -  US
 LA1067  USGS QUAD   -  RIDGEVILLE (2019)
 LA1067
 LA1067                         *CURRENT SURVEY CONTROL
 LA1067  ______________________________________________________________________
 LA1067* NAD 83(1986) POSITION- 40 19 24.     (N) 085 01 37.     (W)   SCALED
 LA1067* NAVD 88 ORTHO HEIGHT -   301.457 (meters)      989.03  (feet) ADJUSTED
 LA1067  ______________________________________________________________________
 LA1067  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 LA1067  DYNAMIC HEIGHT  -        301.302 (meters)      988.52  (feet) COMP
 LA1067  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 LA1067
 LA1067  VERT ORDER      -  SECOND    CLASS 0
 LA1067
 LA1067.The horizontal coordinates were scaled from a map and have
 LA1067.an estimated accuracy of +/- 6 seconds.
 LA1067
 LA1067.The orthometric height was determined by differential leveling and
 LA1067.adjusted by the NATIONAL GEODETIC SURVEY
 LA1067.in June 1991.
 LA1067
 LA1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1067.GEOID18 height accuracy estimate available here.
 LA1067
 LA1067.Click photographs - Photos may exist for this station.
 LA1067
 LA1067.The dynamic height is computed by dividing the NAVD 88
 LA1067.geopotential number by the normal gravity value computed on the
 LA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1067.degrees latitude (g = 980.6199 gals.).
 LA1067
 LA1067.The modeled gravity was interpolated from observed gravity values.
 LA1067
 LA1067;                    North         East    Units  Estimated Accuracy
 LA1067;SPC IN E     -   563,620.      154,370.      MT  (+/- 180 meters Scaled)
 LA1067
 LA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK676655(NAD 83)
 LA1067
 LA1067                          SUPERSEDED SURVEY CONTROL
 LA1067
 LA1067  NGVD 29 (??/??/92)  301.603  (m)          989.51   (f) ADJ UNCH    2 0
 LA1067
 LA1067.Superseded values are not recommended for survey control.
 LA1067
 LA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1067.See file dsdata.pdf to determine how the superseded data were derived.
 LA1067
 LA1067_MARKER: DB = BENCH MARK DISK
 LA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1067_STAMPING: R 231 1947
 LA1067_MARK LOGO: CGS
 LA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1067+STABILITY: SURFACE MOTION
 LA1067
 LA1067  HISTORY     - Date     Condition        Report By
 LA1067  HISTORY     - 1947     MONUMENTED       CGS
 LA1067
 LA1067                          STATION DESCRIPTION
 LA1067
 LA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1067'3.6 MI E FROM POWERS.
 LA1067'ABOUT 3.6 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 LA1067'POWERS, ABOUT 240 FEET EAST OF THE EAST END OF AN 8-FOOT CONCRETE
 LA1067'BRIDGE, AT A GRAVEL CROSS ROAD, 36 FEET EAST OF THE CENTER LINE
 LA1067'OF THE NORTH-SOUTH ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE
 LA1067'EAST-WEST ROAD, 15 FEET EAST OF A POWER POLE, 11 FEET WEST OF
 LA1067'TELEPHONE POLE NO. F-3, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA1067'1 FOOT BELOW THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 LA1067'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0399 ***********************************************************************
 LA0399  DESIGNATION -  R 232 RESET
 LA0399  PID         -  LA0399
 LA0399  STATE/COUNTY-  IN/RANDOLPH
 LA0399  COUNTRY     -  US
 LA0399  USGS QUAD   -  WINCHESTER (2019)
 LA0399
 LA0399                         *CURRENT SURVEY CONTROL
 LA0399  ______________________________________________________________________
 LA0399* NAD 83(1986) POSITION- 40 12 27.     (N) 084 58 33.     (W)   SCALED
 LA0399* NAVD 88 ORTHO HEIGHT -   326.61  (meters)     1071.6   (feet) RESET
 LA0399  ______________________________________________________________________
 LA0399  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 LA0399  VERT ORDER      -  THIRD
 LA0399
 LA0399.The horizontal coordinates were scaled from a map and have
 LA0399.an estimated accuracy of +/- 6 seconds.
 LA0399
 LA0399.The orthometric height was computed from unverified reset data.
 LA0399
 LA0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0399.GEOID18 height accuracy estimate available here.
 LA0399
 LA0399.Click photographs - Photos may exist for this station.
 LA0399
 LA0399;                    North         East    Units  Estimated Accuracy
 LA0399;SPC IN E     -   550,790.      158,810.      MT  (+/- 180 meters Scaled)
 LA0399
 LA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722527(NAD 83)
 LA0399
 LA0399                          SUPERSEDED SURVEY CONTROL
 LA0399
 LA0399  NGVD 29 (??/??/??)  326.76   (m)         1072.0    (f) RESET       3  
 LA0399
 LA0399.Superseded values are not recommended for survey control.
 LA0399
 LA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0399.See file dsdata.pdf to determine how the superseded data were derived.
 LA0399
 LA0399_MARKER: DB = BENCH MARK DISK
 LA0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0399_STAMPING: R 232 RESET 1961
 LA0399_MARK LOGO: CGS
 LA0399_PROJECTION: PROJECTING 6 CENTIMETERS
 LA0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0399+STABILITY: SURFACE MOTION
 LA0399
 LA0399  HISTORY     - Date     Condition        Report By
 LA0399  HISTORY     - 1961     MONUMENTED       CGS
 LA0399
 LA0399                          STATION DESCRIPTION
 LA0399
 LA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA0399'2.5 MI N FROM WINCHESTER.
 LA0399'ABOUT 2-3/4 MILES N ALONG NO. 27 U.S. HIGHWAY FROM THE OVERPASS OF
 LA0399'RAILROAD TRACKS IN THE EASTERN PART OF WINCHESTER, 228 FEET S
 LA0399'OF CENTER LINE OF GRAVEL CROSS ROAD, 49 FEET W OF CENTER LINE OF
 LA0399'24-FOOT HWY. ASPHALT PAVEMENT, ABOUT 0.9 FOOT LOWER THAN SAME,
 LA0399'1.5 FEET S OF A PROPERTY-LINE FENCE, 1.5 FEET S OF STEEL WITNESS
 LA0399'POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0953 ***********************************************************************
 ME0953  DESIGNATION -  R 233
 ME0953  PID         -  ME0953
 ME0953  STATE/COUNTY-  IN/LAKE
 ME0953  COUNTRY     -  US
 ME0953  USGS QUAD   -  HIGHLAND (2019)
 ME0953
 ME0953                         *CURRENT SURVEY CONTROL
 ME0953  ______________________________________________________________________
 ME0953* NAD 83(1986) POSITION- 41 36 08.     (N) 087 28 49.     (W)   SCALED
 ME0953* NAVD 88 ORTHO HEIGHT -   187.840 (meters)      616.27  (feet) ADJUSTED
 ME0953  ______________________________________________________________________
 ME0953  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 ME0953  DYNAMIC HEIGHT  -        187.771 (meters)      616.05  (feet) COMP
 ME0953  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 ME0953
 ME0953  VERT ORDER      -  FIRST     CLASS II
 ME0953
 ME0953.The horizontal coordinates were scaled from a map and have
 ME0953.an estimated accuracy of +/- 6 seconds.
 ME0953
 ME0953.The orthometric height was determined by differential leveling and
 ME0953.adjusted by the NATIONAL GEODETIC SURVEY
 ME0953.in June 1991.
 ME0953
 ME0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0953.GEOID18 height accuracy estimate available here.
 ME0953
 ME0953.Click photographs - Photos may exist for this station.
 ME0953
 ME0953.The dynamic height is computed by dividing the NAVD 88
 ME0953.geopotential number by the normal gravity value computed on the
 ME0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0953.degrees latitude (g = 980.6199 gals.).
 ME0953
 ME0953.The modeled gravity was interpolated from observed gravity values.
 ME0953
 ME0953;                    North         East    Units  Estimated Accuracy
 ME0953;SPC IN W     -   705,520.      866,910.      MT  (+/- 180 meters Scaled)
 ME0953
 ME0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM599057(NAD 83)
 ME0953
 ME0953                          SUPERSEDED SURVEY CONTROL
 ME0953
 ME0953  NGVD 29 (??/??/92)  187.945  (m)          616.62   (f) ADJ UNCH    1 2
 ME0953
 ME0953.Superseded values are not recommended for survey control.
 ME0953
 ME0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0953.See file dsdata.pdf to determine how the superseded data were derived.
 ME0953
 ME0953_MARKER: DB = BENCH MARK DISK
 ME0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0953_SP_SET: BRIDGE
 ME0953_STAMPING: R 233 1947
 ME0953_MARK LOGO: CGS
 ME0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0953
 ME0953  HISTORY     - Date     Condition        Report By
 ME0953  HISTORY     - 1947     MONUMENTED       CGS
 ME0953
 ME0953                          STATION DESCRIPTION
 ME0953
 ME0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0953'AT HAMMOND.
 ME0953'AT HAMMOND, ABOUT 200 YARDS NORTH ALONG INDIANAPOLIS BLVD. FROM
 ME0953'ITS INTERSECTION WITH SUMMER STREET, SET IN THE TOP OF THE
 ME0953'SOUTHEAST CONCRETE WING WALL OF THE OVER HEAD BRIDGE OF
 ME0953'INDIANAPOLIS BLVD. OVER THE GIBSON FREIGHT YARDS, 32 FEET EAST
 ME0953'OF THE CENTER LINE OF INDIANAPOLIS BLVD. AND ABOUT 1/2 FOOT ABOVE
 ME0953'THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1278 ***********************************************************************
 LA1278  DESIGNATION -  R 234
 LA1278  PID         -  LA1278
 LA1278  STATE/COUNTY-  IN/MADISON
 LA1278  COUNTRY     -  US
 LA1278  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1278
 LA1278                         *CURRENT SURVEY CONTROL
 LA1278  ______________________________________________________________________
 LA1278* NAD 83(1986) POSITION- 40 04 34.     (N) 085 42 37.     (W)   SCALED
 LA1278* NAVD 88 ORTHO HEIGHT -   267.794 (meters)      878.59  (feet) ADJUSTED
 LA1278  ______________________________________________________________________
 LA1278  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 LA1278  DYNAMIC HEIGHT  -        267.648 (meters)      878.11  (feet) COMP
 LA1278  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 LA1278
 LA1278  VERT ORDER      -  FIRST     CLASS II
 LA1278
 LA1278.The horizontal coordinates were scaled from a map and have
 LA1278.an estimated accuracy of +/- 6 seconds.
 LA1278
 LA1278.The orthometric height was determined by differential leveling and
 LA1278.adjusted by the NATIONAL GEODETIC SURVEY
 LA1278.in June 1991.
 LA1278
 LA1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1278.GEOID18 height accuracy estimate available here.
 LA1278
 LA1278.Click photographs - Photos may exist for this station.
 LA1278
 LA1278.The dynamic height is computed by dividing the NAVD 88
 LA1278.geopotential number by the normal gravity value computed on the
 LA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1278.degrees latitude (g = 980.6199 gals.).
 LA1278
 LA1278.The modeled gravity was interpolated from observed gravity values.
 LA1278
 LA1278;                    North         East    Units  Estimated Accuracy
 LA1278;SPC IN E     -   535,970.       96,280.      MT  (+/- 180 meters Scaled)
 LA1278
 LA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK099370(NAD 83)
 LA1278
 LA1278                          SUPERSEDED SURVEY CONTROL
 LA1278
 LA1278  NGVD 29 (??/??/92)  267.930  (m)          879.03   (f) ADJ UNCH    1 2
 LA1278
 LA1278.Superseded values are not recommended for survey control.
 LA1278
 LA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1278.See file dsdata.pdf to determine how the superseded data were derived.
 LA1278
 LA1278_MARKER: DB = BENCH MARK DISK
 LA1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1278_STAMPING: R 234 1947
 LA1278_MARK LOGO: CGS
 LA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1278+STABILITY: SURFACE MOTION
 LA1278
 LA1278  HISTORY     - Date     Condition        Report By
 LA1278  HISTORY     - 1947     MONUMENTED       CGS
 LA1278
 LA1278                          STATION DESCRIPTION
 LA1278
 LA1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1278'2.6 MI SW FROM ANDERSON.
 LA1278'ABOUT 2.65 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1278'FROM THE STATION AT ANDERSON, AT A BLACK TOP ROAD CROSSING,
 LA1278'DIRECTLY ACROSS THE TRACKS FROM POLE 250/10, 36.5 FEET WEST
 LA1278'OF THE WEST RAIL, 20 FEET NORTH OF THE CENTER LINE OF THE BLACK
 LA1278'TOP ROAD, 3.5 FEET NORTHEAST OF A CONCRETE FENCE CORNER POST,
 LA1278'2.8 FEET EAST OF THE FENCE LINE, 1.5 FEET SOUTH OF A WHITE
 LA1278'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN
 LA1278'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0288 ***********************************************************************
 KA0288  DESIGNATION -  R 235
 KA0288  PID         -  KA0288
 KA0288  STATE/COUNTY-  IN/MARION
 KA0288  COUNTRY     -  US
 KA0288  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0288
 KA0288                         *CURRENT SURVEY CONTROL
 KA0288  ______________________________________________________________________
 KA0288* NAD 83(1986) POSITION- 39 49 15.     (N) 086 03 53.     (W)   SCALED
 KA0288* NAVD 88 ORTHO HEIGHT -   253.362 (meters)      831.24  (feet) ADJUSTED
 KA0288  ______________________________________________________________________
 KA0288  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 KA0288  DYNAMIC HEIGHT  -        253.220 (meters)      830.77  (feet) COMP
 KA0288  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 KA0288
 KA0288  VERT ORDER      -  FIRST     CLASS II
 KA0288
 KA0288.The horizontal coordinates were scaled from a map and have
 KA0288.an estimated accuracy of +/- 6 seconds.
 KA0288
 KA0288.The orthometric height was determined by differential leveling and
 KA0288.adjusted by the NATIONAL GEODETIC SURVEY
 KA0288.in June 1991.
 KA0288
 KA0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0288.GEOID18 height accuracy estimate available here.
 KA0288
 KA0288.Click photographs - Photos may exist for this station.
 KA0288
 KA0288.The dynamic height is computed by dividing the NAVD 88
 KA0288.geopotential number by the normal gravity value computed on the
 KA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0288.degrees latitude (g = 980.6199 gals.).
 KA0288
 KA0288.The modeled gravity was interpolated from observed gravity values.
 KA0288
 KA0288;                    North         East    Units  Estimated Accuracy
 KA0288;SPC IN E     -   507,700.       65,920.      MT  (+/- 180 meters Scaled)
 KA0288
 KA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK800082(NAD 83)
 KA0288
 KA0288                          SUPERSEDED SURVEY CONTROL
 KA0288
 KA0288  NGVD 29 (??/??/92)  253.501  (m)          831.69   (f) ADJ UNCH    1 2
 KA0288
 KA0288.Superseded values are not recommended for survey control.
 KA0288
 KA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0288.See file dsdata.pdf to determine how the superseded data were derived.
 KA0288
 KA0288_MARKER: DB = BENCH MARK DISK
 KA0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0288_STAMPING: R 235 1947
 KA0288_MARK LOGO: CGS
 KA0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0288+STABILITY: SURFACE MOTION
 KA0288
 KA0288  HISTORY     - Date     Condition        Report By
 KA0288  HISTORY     - 1947     MONUMENTED       CGS
 KA0288  HISTORY     - 1961     GOOD             CGS
 KA0288  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA0288
 KA0288                          STATION DESCRIPTION
 KA0288
 KA0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0288'2.4 MI SW FROM LAWRENCE.
 KA0288'ABOUT 2.45 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0288'FROM THE STATION AT LAWRENCE, AT THE GRADE CROSSING OF ARLINGTON
 KA0288'AVENUE, ABOUT 0.5 MILE SOUTHWEST OF THE CROSSING OF STATE
 KA0288'HIGHWAY 67 OVER THE TRACKS, 20 FEET WEST OF POLE NO. 277/08,
 KA0288'18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET EAST OF A
 KA0288'SIDING SWITCH STAND, 44 FEET WEST OF THE CENTER LINE OF ARLINGTON
 KA0288'AVENUE, 14 FEET WEST OF THE WEST CORNER OF A CONCRETE BATTERY
 KA0288'BOX, 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA0288'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA0288'PROJECTING 6 INCHES.
 KA0288
 KA0288                          STATION RECOVERY (1961)
 KA0288
 KA0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0288'RECOVERED IN GOOD CONDITION.
 KA0288
 KA0288                          STATION RECOVERY (1995)
 KA0288
 KA0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2322 ***********************************************************************
 JZ2322  DESIGNATION -  R 236
 JZ2322  PID         -  JZ2322
 JZ2322  STATE/COUNTY-  IN/HAMILTON
 JZ2322  COUNTRY     -  US
 JZ2322  USGS QUAD   -  MCCORDSVILLE (2019)
 JZ2322
 JZ2322                         *CURRENT SURVEY CONTROL
 JZ2322  ______________________________________________________________________
 JZ2322* NAD 83(1986) POSITION- 39 58 19.     (N) 085 57 33.     (W)   SCALED
 JZ2322* NAVD 88 ORTHO HEIGHT -   252.438 (meters)      828.21  (feet) ADJUSTED
 JZ2322  ______________________________________________________________________
 JZ2322  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 JZ2322  DYNAMIC HEIGHT  -        252.299 (meters)      827.75  (feet) COMP
 JZ2322  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 JZ2322
 JZ2322  VERT ORDER      -  SECOND    CLASS 0
 JZ2322
 JZ2322.The horizontal coordinates were scaled from a map and have
 JZ2322.an estimated accuracy of +/- 6 seconds.
 JZ2322
 JZ2322.The orthometric height was determined by differential leveling and
 JZ2322.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2322.in June 1991.
 JZ2322
 JZ2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2322.GEOID18 height accuracy estimate available here.
 JZ2322
 JZ2322.Click photographs - Photos may exist for this station.
 JZ2322
 JZ2322.The dynamic height is computed by dividing the NAVD 88
 JZ2322.geopotential number by the normal gravity value computed on the
 JZ2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2322.degrees latitude (g = 980.6199 gals.).
 JZ2322
 JZ2322.The modeled gravity was interpolated from observed gravity values.
 JZ2322
 JZ2322;                    North         East    Units  Estimated Accuracy
 JZ2322;SPC IN E     -   524,440.       75,010.      MT  (+/- 180 meters Scaled)
 JZ2322
 JZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK888251(NAD 83)
 JZ2322
 JZ2322                          SUPERSEDED SURVEY CONTROL
 JZ2322
 JZ2322  NGVD 29 (??/??/92)  252.569  (m)          828.64   (f) ADJ UNCH    2 0
 JZ2322
 JZ2322.Superseded values are not recommended for survey control.
 JZ2322
 JZ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2322.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2322
 JZ2322_MARKER: DB = BENCH MARK DISK
 JZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2322_STAMPING: R 236 1947
 JZ2322_MARK LOGO: CGS
 JZ2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2322+STABILITY: SURFACE MOTION
 JZ2322
 JZ2322  HISTORY     - Date     Condition        Report By
 JZ2322  HISTORY     - 1947     MONUMENTED       CGS
 JZ2322  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2322
 JZ2322                          STATION DESCRIPTION
 JZ2322
 JZ2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2322'2.2 MI W FROM OLIO.
 JZ2322'ABOUT 2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE BAPTIST
 JZ2322'CHURCH AND CROSSROADS AT OLIO, ABOUT 0.35 MILE EAST OF THE
 JZ2322'JUNCTION OF A GRAVEL ROAD SOUTH, 30 FEET WEST OF THE CENTER LINE
 JZ2322'OF THE DRIVE LEADING TO THE JOHN PRESSEL FARM, 17 FEET NORTH
 JZ2322'OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF A FENCE CORNER,
 JZ2322'1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN
 JZ2322'WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 JZ2322'CONCRETE POST PROJECTING 6 INCHES.
 JZ2322
 JZ2322                          STATION RECOVERY (1988)
 JZ2322
 JZ2322'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0573 ***********************************************************************
 LB0573  DESIGNATION -  R 237
 LB0573  PID         -  LB0573
 LB0573  STATE/COUNTY-  IN/HAMILTON
 LB0573  COUNTRY     -  US
 LB0573  USGS QUAD   -  NOBLESVILLE (2019)
 LB0573
 LB0573                         *CURRENT SURVEY CONTROL
 LB0573  ______________________________________________________________________
 LB0573* NAD 83(1986) POSITION- 40 01 58.     (N) 086 00 26.     (W)   SCALED
 LB0573* NAVD 88 ORTHO HEIGHT -   235.523 (meters)      772.71  (feet) ADJUSTED
 LB0573  ______________________________________________________________________
 LB0573  GEOID HEIGHT    -        -34.086 (meters)                     GEOID18
 LB0573  DYNAMIC HEIGHT  -        235.394 (meters)      772.29  (feet) COMP
 LB0573  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 LB0573
 LB0573  VERT ORDER      -  SECOND    CLASS 0
 LB0573
 LB0573.The horizontal coordinates were scaled from a map and have
 LB0573.an estimated accuracy of +/- 6 seconds.
 LB0573
 LB0573.The orthometric height was determined by differential leveling and
 LB0573.adjusted by the NATIONAL GEODETIC SURVEY
 LB0573.in June 1991.
 LB0573
 LB0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0573.GEOID18 height accuracy estimate available here.
 LB0573
 LB0573.Click photographs - Photos may exist for this station.
 LB0573
 LB0573.The dynamic height is computed by dividing the NAVD 88
 LB0573.geopotential number by the normal gravity value computed on the
 LB0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0573.degrees latitude (g = 980.6199 gals.).
 LB0573
 LB0573.The modeled gravity was interpolated from observed gravity values.
 LB0573
 LB0573;                    North         East    Units  Estimated Accuracy
 LB0573;SPC IN E     -   531,210.       70,930.      MT  (+/- 180 meters Scaled)
 LB0573
 LB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK847318(NAD 83)
 LB0573
 LB0573                          SUPERSEDED SURVEY CONTROL
 LB0573
 LB0573  NGVD 29 (??/??/92)  235.652  (m)          773.13   (f) ADJ UNCH    2 0
 LB0573
 LB0573.Superseded values are not recommended for survey control.
 LB0573
 LB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0573.See file dsdata.pdf to determine how the superseded data were derived.
 LB0573
 LB0573_MARKER: DB = BENCH MARK DISK
 LB0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0573_SP_SET: BUILDING FOUNDATION
 LB0573_STAMPING: R 237 1947
 LB0573_MARK LOGO: CGS
 LB0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0573
 LB0573  HISTORY     - Date     Condition        Report By
 LB0573  HISTORY     - 1947     MONUMENTED       CGS
 LB0573  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 LB0573
 LB0573                          STATION DESCRIPTION
 LB0573
 LB0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LB0573'AT NOBLESVILLE.
 LB0573'AT NOBLESVILLE, AT THE 3RD WARD GRAMMAR SCHOOL AT THE JUNCTION
 LB0573'OF STATE HIGHWAYS 238 AND 37, SET VERTICALLY IN THE EAST FACE
 LB0573'OF THE STONE FOUNDATION OF THE SCHOOL BUILDING, 1.3 FEET NORTH
 LB0573'OF THE SOUTHEAST CORNER AND 1.2 FEET ABOVE THE GROUND.
 LB0573
 LB0573                          STATION RECOVERY (1995)
 LB0573
 LB0573'RECOVERY NOTE BY US POWER SQUADRON 1995
 LB0573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2347 ***********************************************************************
 JZ2347  DESIGNATION -  R 238
 JZ2347  PID         -  JZ2347
 JZ2347  STATE/COUNTY-  IN/SHELBY
 JZ2347  COUNTRY     -  US
 JZ2347  USGS QUAD   -  BOGGSTOWN (2019)
 JZ2347
 JZ2347                         *CURRENT SURVEY CONTROL
 JZ2347  ______________________________________________________________________
 JZ2347* NAD 83(1986) POSITION- 39 37 13.     (N) 085 54 52.     (W)   SCALED
 JZ2347* NAVD 88 ORTHO HEIGHT -   237.511 (meters)      779.23  (feet) ADJUSTED
 JZ2347  ______________________________________________________________________
 JZ2347  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 JZ2347  DYNAMIC HEIGHT  -        237.376 (meters)      778.79  (feet) COMP
 JZ2347  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 JZ2347
 JZ2347  VERT ORDER      -  FIRST     CLASS II
 JZ2347
 JZ2347.The horizontal coordinates were scaled from a map and have
 JZ2347.an estimated accuracy of +/- 6 seconds.
 JZ2347
 JZ2347.The orthometric height was determined by differential leveling and
 JZ2347.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2347.in June 1991.
 JZ2347
 JZ2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2347.GEOID18 height accuracy estimate available here.
 JZ2347
 JZ2347.Click photographs - Photos may exist for this station.
 JZ2347
 JZ2347.The dynamic height is computed by dividing the NAVD 88
 JZ2347.geopotential number by the normal gravity value computed on the
 JZ2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2347.degrees latitude (g = 980.6199 gals.).
 JZ2347
 JZ2347.The modeled gravity was interpolated from observed gravity values.
 JZ2347
 JZ2347;                    North         East    Units  Estimated Accuracy
 JZ2347;SPC IN E     -   485,390.       78,730.      MT  (+/- 180 meters Scaled)
 JZ2347
 JZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ931861(NAD 83)
 JZ2347
 JZ2347                          SUPERSEDED SURVEY CONTROL
 JZ2347
 JZ2347  NGVD 29 (??/??/92)  237.628  (m)          779.62   (f) ADJ UNCH    1 2
 JZ2347
 JZ2347.Superseded values are not recommended for survey control.
 JZ2347
 JZ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2347.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2347
 JZ2347_MARKER: DB = BENCH MARK DISK
 JZ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2347_STAMPING: R 238 1947
 JZ2347_MARK LOGO: CGS
 JZ2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2347+STABILITY: SURFACE MOTION
 JZ2347
 JZ2347  HISTORY     - Date     Condition        Report By
 JZ2347  HISTORY     - 1947     MONUMENTED       CGS
 JZ2347  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2347
 JZ2347                          STATION DESCRIPTION
 JZ2347
 JZ2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2347'3.6 MI NW FROM FAIRLAND.
 JZ2347'ABOUT 3.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2347'FROM THE STATION AT FAIRLAND, ABOUT 3.65 MILES SOUTHEAST OF THE
 JZ2347'STATION AT ACTON, MARION COUNTY, AT A DIRT ROAD CROSSING, 39
 JZ2347'FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1 1/2 POLES SOUTHEAST
 JZ2347'OF POLE 92/40, 16 FEET WEST OF THE CENTER LINE OF THE
 JZ2347'NORTH-SOUTH DIRT ROAD, 2 FEET NORTH OF A CONCRETE FENCE CORNER
 JZ2347'POST, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 JZ2347'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2347'5 INCHES.
 JZ2347
 JZ2347                          STATION RECOVERY (1986)
 JZ2347
 JZ2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2549 ***********************************************************************
 JZ2549  DESIGNATION -  R 239
 JZ2549  PID         -  JZ2549
 JZ2549  STATE/COUNTY-  IN/SHELBY
 JZ2549  COUNTRY     -  US
 JZ2549  USGS QUAD   -  MORRISTOWN (2019)
 JZ2549
 JZ2549                         *CURRENT SURVEY CONTROL
 JZ2549  ______________________________________________________________________
 JZ2549* NAD 83(1986) POSITION- 39 40 13.     (N) 085 41 13.     (W)   SCALED
 JZ2549* NAVD 88 ORTHO HEIGHT -   268.964 (meters)      882.43  (feet) ADJUSTED
 JZ2549  ______________________________________________________________________
 JZ2549  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 JZ2549  DYNAMIC HEIGHT  -        268.807 (meters)      881.91  (feet) COMP
 JZ2549  MODELED GRAVITY -    980,037.2   (mgal)                       NAVD 88
 JZ2549
 JZ2549  VERT ORDER      -  SECOND    CLASS 0
 JZ2549
 JZ2549.The horizontal coordinates were scaled from a map and have
 JZ2549.an estimated accuracy of +/- 6 seconds.
 JZ2549
 JZ2549.The orthometric height was determined by differential leveling and
 JZ2549.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2549.in June 1991.
 JZ2549
 JZ2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2549.GEOID18 height accuracy estimate available here.
 JZ2549
 JZ2549.Click photographs - Photos may exist for this station.
 JZ2549
 JZ2549.The dynamic height is computed by dividing the NAVD 88
 JZ2549.geopotential number by the normal gravity value computed on the
 JZ2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2549.degrees latitude (g = 980.6199 gals.).
 JZ2549
 JZ2549.The modeled gravity was interpolated from observed gravity values.
 JZ2549
 JZ2549;                    North         East    Units  Estimated Accuracy
 JZ2549;SPC IN E     -   490,910.       98,260.      MT  (+/- 180 meters Scaled)
 JZ2549
 JZ2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126919(NAD 83)
 JZ2549
 JZ2549                          SUPERSEDED SURVEY CONTROL
 JZ2549
 JZ2549  NGVD 29 (??/??/92)  269.084  (m)          882.82   (f) ADJ UNCH    2 0
 JZ2549
 JZ2549.Superseded values are not recommended for survey control.
 JZ2549
 JZ2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2549.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2549
 JZ2549_MARKER: DB = BENCH MARK DISK
 JZ2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2549_STAMPING: R 239 1947
 JZ2549_MARK LOGO: CGS
 JZ2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2549+STABILITY: SURFACE MOTION
 JZ2549
 JZ2549  HISTORY     - Date     Condition        Report By
 JZ2549  HISTORY     - 1947     MONUMENTED       CGS
 JZ2549
 JZ2549                          STATION DESCRIPTION
 JZ2549
 JZ2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2549'0.8 MI SE FROM MORRISTOWN.
 JZ2549'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2549'BUILDING AT MORRISTOWN, AT THE INTERSECTION WITH A NORTH-SOUTH
 JZ2549'GRAVEL ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JZ2549'14 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12
 JZ2549'FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF REA POWER
 JZ2549'POLE NUMBER 28BA4, 1 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT
 JZ2549'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW HIGHWAY
 JZ2549'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ2549'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1358 ***********************************************************************
 ME1358  DESIGNATION -  R 24
 ME1358  PID         -  ME1358
 ME1358  STATE/COUNTY-  IN/JASPER
 ME1358  COUNTRY     -  US
 ME1358  USGS QUAD   -  WHEATFIELD (2019)
 ME1358
 ME1358                         *CURRENT SURVEY CONTROL
 ME1358  ______________________________________________________________________
 ME1358* NAD 83(1986) POSITION- 41 11 39.     (N) 087 03 14.     (W)   SCALED
 ME1358* NAVD 88 ORTHO HEIGHT -   202.038 (meters)      662.85  (feet) ADJUSTED
 ME1358  ______________________________________________________________________
 ME1358  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 ME1358  DYNAMIC HEIGHT  -        201.952 (meters)      662.57  (feet) COMP
 ME1358  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 ME1358
 ME1358  VERT ORDER      -  SECOND    CLASS 0
 ME1358
 ME1358.The horizontal coordinates were scaled from a map and have
 ME1358.an estimated accuracy of +/- 6 seconds.
 ME1358
 ME1358.The orthometric height was determined by differential leveling and
 ME1358.adjusted by the NATIONAL GEODETIC SURVEY
 ME1358.in June 1991.
 ME1358
 ME1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1358.GEOID18 height accuracy estimate available here.
 ME1358
 ME1358.Click photographs - Photos may exist for this station.
 ME1358
 ME1358.The dynamic height is computed by dividing the NAVD 88
 ME1358.geopotential number by the normal gravity value computed on the
 ME1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1358.degrees latitude (g = 980.6199 gals.).
 ME1358
 ME1358.The modeled gravity was interpolated from observed gravity values.
 ME1358
 ME1358;                    North         East    Units  Estimated Accuracy
 ME1358;SPC IN W     -   660,120.      902,470.      MT  (+/- 180 meters Scaled)
 ME1358
 ME1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL954603(NAD 83)
 ME1358
 ME1358                          SUPERSEDED SURVEY CONTROL
 ME1358
 ME1358  NGVD 29 (??/??/92)  202.133  (m)          663.16   (f) ADJ UNCH    2 0
 ME1358
 ME1358.Superseded values are not recommended for survey control.
 ME1358
 ME1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1358.See file dsdata.pdf to determine how the superseded data were derived.
 ME1358
 ME1358_MARKER: DB = BENCH MARK DISK
 ME1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1358_STAMPING: R 24 1934
 ME1358_MARK LOGO: CGS
 ME1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1358+STABILITY: SURFACE MOTION
 ME1358
 ME1358  HISTORY     - Date     Condition        Report By
 ME1358  HISTORY     - 1934     MONUMENTED       CGS
 ME1358  HISTORY     - 1946     GOOD             CGS
 ME1358  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1358  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1358  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1358
 ME1358                          STATION DESCRIPTION
 ME1358
 ME1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1358'AT WHEATFIELD.
 ME1358'AT WHEATFIELD, 182.5 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 ME1358'NORTHEAST CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 38.2
 ME1358'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 7.6 FEET EAST
 ME1358'OF POLE 58-02, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP
 ME1358'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME1358
 ME1358                          STATION RECOVERY (1968)
 ME1358
 ME1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1358'MARK NOT FOUND.
 ME1358
 ME1358                          STATION RECOVERY (1989)
 ME1358
 ME1358'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1358'MARK NOT FOUND.
 ME1358
 ME1358                          STATION RECOVERY (2012)
 ME1358
 ME1358'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2445 ***********************************************************************
 JZ2445  DESIGNATION -  R 240
 JZ2445  PID         -  JZ2445
 JZ2445  STATE/COUNTY-  IN/HANCOCK
 JZ2445  COUNTRY     -  US
 JZ2445  USGS QUAD   -  PENDLETON (2019)
 JZ2445
 JZ2445                         *CURRENT SURVEY CONTROL
 JZ2445  ______________________________________________________________________
 JZ2445* NAD 83(1986) POSITION- 39 54 57.26   (N) 085 43 46.78   (W)   HD_HELD1
 JZ2445* NAVD 88 ORTHO HEIGHT -   276.241 (meters)      906.30  (feet) ADJUSTED
 JZ2445  ______________________________________________________________________
 JZ2445  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ2445  DYNAMIC HEIGHT  -        276.085 (meters)      905.79  (feet) COMP
 JZ2445  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 JZ2445
 JZ2445  VERT ORDER      -  SECOND    CLASS 0
 JZ2445
 JZ2445.The horizontal coordinates were determined by differentially corrected
 JZ2445.hand held GPS observations or other comparable positioning techniques
 JZ2445.and have an estimated accuracy of +/- 3 meters.
 JZ2445
 JZ2445.The orthometric height was determined by differential leveling and
 JZ2445.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2445.in June 1991.
 JZ2445
 JZ2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2445.GEOID18 height accuracy estimate available here.
 JZ2445
 JZ2445.Click photographs - Photos may exist for this station.
 JZ2445
 JZ2445.The dynamic height is computed by dividing the NAVD 88
 JZ2445.geopotential number by the normal gravity value computed on the
 JZ2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2445.degrees latitude (g = 980.6199 gals.).
 JZ2445
 JZ2445.The modeled gravity was interpolated from observed gravity values.
 JZ2445
 JZ2445;                    North         East    Units  Estimated Accuracy
 JZ2445;SPC IN E     -   518,182.5      94,614.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2445
 JZ2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0857019195(NAD 83)
 JZ2445
 JZ2445                          SUPERSEDED SURVEY CONTROL
 JZ2445
 JZ2445  NGVD 29 (??/??/92)  276.368  (m)          906.72   (f) ADJ UNCH    2 0
 JZ2445
 JZ2445.Superseded values are not recommended for survey control.
 JZ2445
 JZ2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2445.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2445
 JZ2445_MARKER: DB = BENCH MARK DISK
 JZ2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2445_STAMPING: R 240 1947
 JZ2445_MARK LOGO: CGS
 JZ2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2445+STABILITY: SURFACE MOTION
 JZ2445
 JZ2445  HISTORY     - Date     Condition        Report By
 JZ2445  HISTORY     - 1947     MONUMENTED       CGS
 JZ2445
 JZ2445                          STATION DESCRIPTION
 JZ2445
 JZ2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2445'3.2 MI NE FROM EDEN.
 JZ2445'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 234 FROM THE
 JZ2445'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, THENCE 1.1 MILE
 JZ2445'NORTH ALONG A NORTH-SOUTH ROAD, IN THE SOUTHWEST QUARTER OF THE
 JZ2445'INTERSECTION WITH AN EAST-WEST ROAD, 22.5 FEET WEST OF THE CENTER
 JZ2445'LINE OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF THE CENTER LINE
 JZ2445'OF THE EAST-WEST ROAD, 5.5 FEET WEST OF A FENCE CORNER, 1 FOOT
 JZ2445'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2445'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2445'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2451 ***********************************************************************
 JZ2451  DESIGNATION -  R 241
 JZ2451  PID         -  JZ2451
 JZ2451  STATE/COUNTY-  IN/HANCOCK
 JZ2451  COUNTRY     -  US
 JZ2451  USGS QUAD   -  INGALLS (2019)
 JZ2451
 JZ2451                         *CURRENT SURVEY CONTROL
 JZ2451  ______________________________________________________________________
 JZ2451* NAD 83(1986) POSITION- 39 54 05.     (N) 085 45 13.     (W)   SCALED
 JZ2451* NAVD 88 ORTHO HEIGHT -   269.717 (meters)      884.90  (feet) ADJUSTED
 JZ2451  ______________________________________________________________________
 JZ2451  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ2451  DYNAMIC HEIGHT  -        269.565 (meters)      884.40  (feet) COMP
 JZ2451  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 JZ2451
 JZ2451  VERT ORDER      -  SECOND    CLASS 0
 JZ2451
 JZ2451.The horizontal coordinates were scaled from a map and have
 JZ2451.an estimated accuracy of +/- 6 seconds.
 JZ2451
 JZ2451.The orthometric height was determined by differential leveling and
 JZ2451.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2451.in June 1991.
 JZ2451
 JZ2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2451.GEOID18 height accuracy estimate available here.
 JZ2451
 JZ2451.Click photographs - Photos may exist for this station.
 JZ2451
 JZ2451.The dynamic height is computed by dividing the NAVD 88
 JZ2451.geopotential number by the normal gravity value computed on the
 JZ2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2451.degrees latitude (g = 980.6199 gals.).
 JZ2451
 JZ2451.The modeled gravity was interpolated from observed gravity values.
 JZ2451
 JZ2451;                    North         East    Units  Estimated Accuracy
 JZ2451;SPC IN E     -   516,570.       92,570.      MT  (+/- 180 meters Scaled)
 JZ2451
 JZ2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK065175(NAD 83)
 JZ2451
 JZ2451                          SUPERSEDED SURVEY CONTROL
 JZ2451
 JZ2451  NGVD 29 (??/??/92)  269.844  (m)          885.31   (f) ADJ UNCH    2 0
 JZ2451
 JZ2451.Superseded values are not recommended for survey control.
 JZ2451
 JZ2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2451.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2451
 JZ2451_MARKER: DB = BENCH MARK DISK
 JZ2451_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2451_SP_SET: BOX CULVERT
 JZ2451_STAMPING: R 241 1947
 JZ2451_MARK LOGO: CGS
 JZ2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2451+STABILITY: SURFACE MOTION
 JZ2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2451+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2009
 JZ2451
 JZ2451  HISTORY     - Date     Condition        Report By
 JZ2451  HISTORY     - 1947     MONUMENTED       CGS
 JZ2451  HISTORY     - 20090112 GOOD             PICI
 JZ2451  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2451
 JZ2451                          STATION DESCRIPTION
 JZ2451
 JZ2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2451'0.9 MI E FROM EDEN.
 JZ2451'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 234 FROM THE INTERSECTION
 JZ2451'WITH STATE HIGHWAY 9 AT EDEN, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH
 JZ2451'CROSSROAD, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 JZ2451'OF A 10-FOOT CONCRETE BOX CULVERT OVER A DITCH, 21.5 FEET NORTH
 JZ2451'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 1/2 FEET BELOW
 JZ2451'HIGHWAY LEVEL.
 JZ2451
 JZ2451                          STATION RECOVERY (2009)
 JZ2451
 JZ2451'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (TF)
 JZ2451'RECOVERED IN GOOD CONDITION.
 JZ2451
 JZ2451                          STATION RECOVERY (2009)
 JZ2451
 JZ2451'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2451'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2546 ***********************************************************************
 JZ2546  DESIGNATION -  R 242
 JZ2546  PID         -  JZ2546
 JZ2546  STATE/COUNTY-  IN/HANCOCK
 JZ2546  COUNTRY     -  US
 JZ2546  USGS QUAD   -  MORRISTOWN (2019)
 JZ2546
 JZ2546                         *CURRENT SURVEY CONTROL
 JZ2546  ______________________________________________________________________
 JZ2546* NAD 83(1986) POSITION- 39 41 55.     (N) 085 41 41.     (W)   SCALED
 JZ2546* NAVD 88 ORTHO HEIGHT -   255.887 (meters)      839.52  (feet) ADJUSTED
 JZ2546  ______________________________________________________________________
 JZ2546  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2546  DYNAMIC HEIGHT  -        255.739 (meters)      839.04  (feet) COMP
 JZ2546  MODELED GRAVITY -    980,039.6   (mgal)                       NAVD 88
 JZ2546
 JZ2546  VERT ORDER      -  SECOND    CLASS 0
 JZ2546
 JZ2546.The horizontal coordinates were scaled from a map and have
 JZ2546.an estimated accuracy of +/- 6 seconds.
 JZ2546
 JZ2546.The orthometric height was determined by differential leveling and
 JZ2546.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2546.in June 1991.
 JZ2546
 JZ2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2546.GEOID18 height accuracy estimate available here.
 JZ2546
 JZ2546.Click photographs - Photos may exist for this station.
 JZ2546
 JZ2546.The dynamic height is computed by dividing the NAVD 88
 JZ2546.geopotential number by the normal gravity value computed on the
 JZ2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2546.degrees latitude (g = 980.6199 gals.).
 JZ2546
 JZ2546.The modeled gravity was interpolated from observed gravity values.
 JZ2546
 JZ2546;                    North         East    Units  Estimated Accuracy
 JZ2546;SPC IN E     -   494,060.       97,590.      MT  (+/- 180 meters Scaled)
 JZ2546
 JZ2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ119951(NAD 83)
 JZ2546
 JZ2546                          SUPERSEDED SURVEY CONTROL
 JZ2546
 JZ2546  NGVD 29 (??/??/92)  256.010  (m)          839.93   (f) ADJ UNCH    2 0
 JZ2546
 JZ2546.Superseded values are not recommended for survey control.
 JZ2546
 JZ2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2546.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2546
 JZ2546_MARKER: DB = BENCH MARK DISK
 JZ2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2546_STAMPING: R 242 1947
 JZ2546_MARK LOGO: CGS
 JZ2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2546+STABILITY: SURFACE MOTION
 JZ2546
 JZ2546  HISTORY     - Date     Condition        Report By
 JZ2546  HISTORY     - 1947     MONUMENTED       CGS
 JZ2546  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2546
 JZ2546                          STATION DESCRIPTION
 JZ2546
 JZ2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2546'2 MI N FROM MORRISTOWN.
 JZ2546'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2546'AT MORRISTOWN, THENCE ABOUT 1.85 MILES NORTH ALONG A WINDING
 JZ2546'COUNTY ROAD LEADING TO WESTLAND, AT THE HANCOCK-SHELBY COUNTY
 JZ2546'LINE, AT THE T JUNCTION OF A ROAD LEADING EAST, 54 FEET SOUTHEAST
 JZ2546'OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD
 JZ2546'EAST, 16 FEET EAST OF A FENCE CORNER, 7 FEET EAST OF A TELEPHONE
 JZ2546'POLE, 1 FOOT SOUTH OF A FENCE LINE, 1.5 FEET WEST OF A WHITE
 JZ2546'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 JZ2546'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2546
 JZ2546                          STATION RECOVERY (2009)
 JZ2546
 JZ2546'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2546'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2513 ***********************************************************************
 JZ2513  DESIGNATION -  R 243
 JZ2513  PID         -  JZ2513
 JZ2513  STATE/COUNTY-  IN/HANCOCK
 JZ2513  COUNTRY     -  US
 JZ2513  USGS QUAD   -  GREENFIELD (2019)
 JZ2513
 JZ2513                         *CURRENT SURVEY CONTROL
 JZ2513  ______________________________________________________________________
 JZ2513* NAD 83(1986) POSITION- 39 47 03.0    (N) 085 47 15.0    (W)   HD_HELD2
 JZ2513* NAVD 88 ORTHO HEIGHT -   272.678 (meters)      894.61  (feet) ADJUSTED
 JZ2513  ______________________________________________________________________
 JZ2513  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ2513  DYNAMIC HEIGHT  -        272.522 (meters)      894.10  (feet) COMP
 JZ2513  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2513
 JZ2513  VERT ORDER      -  SECOND    CLASS 0
 JZ2513
 JZ2513.The horizontal coordinates were established by autonomous hand held GPS
 JZ2513.observations and have an estimated accuracy of +/- 10 meters.
 JZ2513
 JZ2513.The orthometric height was determined by differential leveling and
 JZ2513.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2513.in June 1991.
 JZ2513
 JZ2513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2513.GEOID18 height accuracy estimate available here.
 JZ2513
 JZ2513.Click photographs - Photos may exist for this station.
 JZ2513
 JZ2513.The dynamic height is computed by dividing the NAVD 88
 JZ2513.geopotential number by the normal gravity value computed on the
 JZ2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2513.degrees latitude (g = 980.6199 gals.).
 JZ2513
 JZ2513.The modeled gravity was interpolated from observed gravity values.
 JZ2513
 JZ2513;                    North         East    Units  Estimated Accuracy
 JZ2513;SPC IN E     -   503,561.       89,650.      MT  (+/- 10 meters HH2 GPS)
 JZ2513
 JZ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0382504505(NAD 83)
 JZ2513
 JZ2513                          SUPERSEDED SURVEY CONTROL
 JZ2513
 JZ2513  NGVD 29 (??/??/92)  272.796  (m)          895.00   (f) ADJ UNCH    2 0
 JZ2513
 JZ2513.Superseded values are not recommended for survey control.
 JZ2513
 JZ2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2513.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2513
 JZ2513_MARKER: DB = BENCH MARK DISK
 JZ2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2513_STAMPING: R 243 1947
 JZ2513_MARK LOGO: CGS
 JZ2513_PROJECTION: PROJECTING 20 CENTIMETERS
 JZ2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2513+STABILITY: SURFACE MOTION
 JZ2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2513+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 JZ2513
 JZ2513  HISTORY     - Date     Condition        Report By
 JZ2513  HISTORY     - 1947     MONUMENTED       CGS
 JZ2513  HISTORY     - 20070706 GOOD             GEOCAC
 JZ2513  HISTORY     - 20090203 GOOD             IN-059
 JZ2513  HISTORY     - 20230906 GOOD             USPSQD
 JZ2513
 JZ2513                          STATION DESCRIPTION
 JZ2513
 JZ2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2513'AT GREENFIELD.
 JZ2513'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE COURT HOUSE
 JZ2513'AT GREENFIELD, 233 FEET WEST OF THE WEST GREENFIELD CITY LIMIT,
 JZ2513'57 FEET WEST OF POWER POLE NUMBER 523/338, 28.5 FEET SOUTH OF THE
 JZ2513'SOUTH EDGE OF THE HIGHWAY PAVEMENT, 5 FEET WEST OF A FENCE
 JZ2513'CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 JZ2513'WOODEN WITNESS POST, 2 FEET ABOVE HIGHWAY LEVEL AND SET IN THE
 JZ2513'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2513
 JZ2513                          STATION RECOVERY (2007)
 JZ2513
 JZ2513'RECOVERY NOTE BY GEOCACHING 2007 (MJM)
 JZ2513'NONE OF THE POSTED REFERENCES STILL EXIST, BUT I DID TAKE A NUMBER OF
 JZ2513'REFERENCES MYSELF. IT IS IN THE GRASS STRIP IN FRONT OF THE HARDEE'S
 JZ2513'JUST WEST OF TOWN ON US 40, 24.20' SOUTH OF THE FINISHED EDGE OF THE
 JZ2513'HIGHWAY, 6.45' WEST OF A STANDARD CONCRETE INDIANA STATE R/W MARKER,
 JZ2513'15.75' SOUTHEAST OF A METAL LIGHT POLE, AND 86.00' NORTH-BY-NORTHWEST
 JZ2513'OF THE NORTHWEST CORNER OF HARDEES.
 JZ2513'ALL BEARINGS ARE GENERAL.  THE DISK IS OUT IN THE OPEN 6-10 INCHES
 JZ2513'ABOVE THE GROUND AROUND IT, SET IN CONCRETE.
 JZ2513
 JZ2513                          STATION RECOVERY (2009)
 JZ2513
 JZ2513'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2513'RECOVERED IN GOOD CONDITION.
 JZ2513
 JZ2513                          STATION RECOVERY (2023)
 JZ2513
 JZ2513'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 JZ2513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0168 ***********************************************************************
 KA0168  DESIGNATION -  R 245
 KA0168  PID         -  KA0168
 KA0168  STATE/COUNTY-  IN/MARION
 KA0168  COUNTRY     -  US
 KA0168  USGS QUAD   -  BEECH GROVE (2019)
 KA0168
 KA0168                         *CURRENT SURVEY CONTROL
 KA0168  ______________________________________________________________________
 KA0168* NAD 83(1986) POSITION- 39 40 53.     (N) 086 00 32.     (W)   SCALED
 KA0168* NAVD 88 ORTHO HEIGHT -   256.021 (meters)      839.96  (feet) ADJUSTED
 KA0168  ______________________________________________________________________
 KA0168  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 KA0168  DYNAMIC HEIGHT  -        255.876 (meters)      839.49  (feet) COMP
 KA0168  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 KA0168
 KA0168  VERT ORDER      -  FIRST     CLASS II
 KA0168
 KA0168.The horizontal coordinates were scaled from a map and have
 KA0168.an estimated accuracy of +/- 6 seconds.
 KA0168
 KA0168.The orthometric height was determined by differential leveling and
 KA0168.adjusted by the NATIONAL GEODETIC SURVEY
 KA0168.in June 1991.
 KA0168
 KA0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0168.GEOID18 height accuracy estimate available here.
 KA0168
 KA0168.Click photographs - Photos may exist for this station.
 KA0168
 KA0168.The dynamic height is computed by dividing the NAVD 88
 KA0168.geopotential number by the normal gravity value computed on the
 KA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0168.degrees latitude (g = 980.6199 gals.).
 KA0168
 KA0168.The modeled gravity was interpolated from observed gravity values.
 KA0168
 KA0168;                    North         East    Units  Estimated Accuracy
 KA0168;SPC IN E     -   492,200.       70,640.      MT  (+/- 180 meters Scaled)
 KA0168
 KA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ849928(NAD 83)
 KA0168
 KA0168                          SUPERSEDED SURVEY CONTROL
 KA0168
 KA0168  NGVD 29 (??/??/92)  256.136  (m)          840.34   (f) ADJ UNCH    1 2
 KA0168
 KA0168.Superseded values are not recommended for survey control.
 KA0168
 KA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0168.See file dsdata.pdf to determine how the superseded data were derived.
 KA0168
 KA0168_MARKER: DB = BENCH MARK DISK
 KA0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0168_STAMPING: R 245 1947
 KA0168_MARK LOGO: CGS
 KA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0168+STABILITY: SURFACE MOTION
 KA0168
 KA0168  HISTORY     - Date     Condition        Report By
 KA0168  HISTORY     - 1947     MONUMENTED       CGS
 KA0168  HISTORY     - 1976     GOOD             LOCSUR
 KA0168  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0168
 KA0168                          STATION DESCRIPTION
 KA0168
 KA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0168'2.8 MI NW FROM ACTON.
 KA0168'ABOUT 2.8 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0168'FROM THE STATION AT ACTON, AT AN EAST-WEST GRAVEL ROAD
 KA0168'CROSSING, 37.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET
 KA0168'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 24 FEET WEST OF
 KA0168'POLE NO. 99/25, 28 FEET SOUTHEAST OF A FENCE CORNER, 31 FEET
 KA0168'SOUTHEAST OF A POWER POLE, 1.5 FEET NORTHEAST OF THE FENCE LINE,
 KA0168'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 KA0168'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KA0168'INCHES.
 KA0168
 KA0168                          STATION RECOVERY (1976)
 KA0168
 KA0168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0168'RECOVERED IN GOOD CONDITION.
 KA0168
 KA0168                          STATION RECOVERY (1986)
 KA0168
 KA0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1110 ***********************************************************************
 LA1110  DESIGNATION -  R 246
 LA1110  PID         -  LA1110
 LA1110  STATE/COUNTY-  IN/RANDOLPH
 LA1110  COUNTRY     -  US
 LA1110  USGS QUAD   -  MODOC (2019)
 LA1110
 LA1110                         *CURRENT SURVEY CONTROL
 LA1110  ______________________________________________________________________
 LA1110* NAD 83(1986) POSITION- 40 03 45.     (N) 085 09 53.     (W)   SCALED
 LA1110* NAVD 88 ORTHO HEIGHT -   344.903 (meters)     1131.57  (feet) ADJUSTED
 LA1110  ______________________________________________________________________
 LA1110  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 LA1110  DYNAMIC HEIGHT  -        344.715 (meters)     1130.95  (feet) COMP
 LA1110  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 LA1110
 LA1110  VERT ORDER      -  SECOND    CLASS 0
 LA1110
 LA1110.The horizontal coordinates were scaled from a map and have
 LA1110.an estimated accuracy of +/- 6 seconds.
 LA1110
 LA1110.The orthometric height was determined by differential leveling and
 LA1110.adjusted by the NATIONAL GEODETIC SURVEY
 LA1110.in June 1991.
 LA1110
 LA1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1110.GEOID18 height accuracy estimate available here.
 LA1110
 LA1110.Click photographs - Photos may exist for this station.
 LA1110
 LA1110.The dynamic height is computed by dividing the NAVD 88
 LA1110.geopotential number by the normal gravity value computed on the
 LA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1110.degrees latitude (g = 980.6199 gals.).
 LA1110
 LA1110.The modeled gravity was interpolated from observed gravity values.
 LA1110
 LA1110;                    North         East    Units  Estimated Accuracy
 LA1110;SPC IN E     -   534,580.      142,820.      MT  (+/- 180 meters Scaled)
 LA1110
 LA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK565363(NAD 83)
 LA1110
 LA1110                          SUPERSEDED SURVEY CONTROL
 LA1110
 LA1110  NGVD 29 (??/??/92)  345.039  (m)         1132.02   (f) ADJ UNCH    2 0
 LA1110
 LA1110.Superseded values are not recommended for survey control.
 LA1110
 LA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1110.See file dsdata.pdf to determine how the superseded data were derived.
 LA1110
 LA1110_MARKER: DB = BENCH MARK DISK
 LA1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1110_STAMPING: R 246 1947
 LA1110_MARK LOGO: CGS
 LA1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1110+STABILITY: SURFACE MOTION
 LA1110
 LA1110  HISTORY     - Date     Condition        Report By
 LA1110  HISTORY     - 1947     MONUMENTED       CGS
 LA1110
 LA1110                          STATION DESCRIPTION
 LA1110
 LA1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1110'3 MI NW FROM MODOC.
 LA1110'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 LA1110'WITH U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 2.0 MILES WEST
 LA1110'ALONG A GRAVEL ROAD, AT A CROSS ROAD, 17 FEET NORTH OF THE
 LA1110'CENTER LINE OF THE EAST-WEST ROAD, 38 FEET WEST OF THE CENTER
 LA1110'LINE OF THE NORTH-SOUTH ROAD, 18 FEET WEST OF A FENCE CORNER
 LA1110'POST, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1110'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1131 ***********************************************************************
 LA1131  DESIGNATION -  R 247
 LA1131  PID         -  LA1131
 LA1131  STATE/COUNTY-  IN/HENRY
 LA1131  COUNTRY     -  US
 LA1131  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1131
 LA1131                         *CURRENT SURVEY CONTROL
 LA1131  ______________________________________________________________________
 LA1131* NAD 83(1986) POSITION- 40 03 18.     (N) 085 28 43.     (W)   SCALED
 LA1131* NAVD 88 ORTHO HEIGHT -   303.372 (meters)      995.31  (feet) ADJUSTED
 LA1131  ______________________________________________________________________
 LA1131  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 LA1131  DYNAMIC HEIGHT  -        303.208 (meters)      994.77  (feet) COMP
 LA1131  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 LA1131
 LA1131  VERT ORDER      -  SECOND    CLASS 0
 LA1131
 LA1131.The horizontal coordinates were scaled from a map and have
 LA1131.an estimated accuracy of +/- 6 seconds.
 LA1131
 LA1131.The orthometric height was determined by differential leveling and
 LA1131.adjusted by the NATIONAL GEODETIC SURVEY
 LA1131.in June 1991.
 LA1131
 LA1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1131.GEOID18 height accuracy estimate available here.
 LA1131
 LA1131.Click photographs - Photos may exist for this station.
 LA1131
 LA1131.The dynamic height is computed by dividing the NAVD 88
 LA1131.geopotential number by the normal gravity value computed on the
 LA1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1131.degrees latitude (g = 980.6199 gals.).
 LA1131
 LA1131.The modeled gravity was interpolated from observed gravity values.
 LA1131
 LA1131;                    North         East    Units  Estimated Accuracy
 LA1131;SPC IN E     -   533,640.      116,050.      MT  (+/- 180 meters Scaled)
 LA1131
 LA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK297349(NAD 83)
 LA1131
 LA1131                          SUPERSEDED SURVEY CONTROL
 LA1131
 LA1131  NGVD 29 (??/??/92)  303.505  (m)          995.75   (f) ADJ UNCH    2 0
 LA1131
 LA1131.Superseded values are not recommended for survey control.
 LA1131
 LA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1131.See file dsdata.pdf to determine how the superseded data were derived.
 LA1131
 LA1131_MARKER: DB = BENCH MARK DISK
 LA1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1131_SP_SET: BRIDGE
 LA1131_STAMPING: R 247 1947
 LA1131_MARK LOGO: CGS
 LA1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1131
 LA1131  HISTORY     - Date     Condition        Report By
 LA1131  HISTORY     - 1947     MONUMENTED       CGS
 LA1131
 LA1131                          STATION DESCRIPTION
 LA1131
 LA1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1131'3 MI E FROM MIDDLETOWN.
 LA1131'ABOUT 2.95 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1131'AT MIDDLETOWN, ABOUT 140 YARDS EAST OF A CROSS ROAD, IN THE TOP
 LA1131'OF THE EAST END OF THE NORTH HEAD WALL OF A 7-FOOT CONCRETE
 LA1131'BRIDGE, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT
 LA1131'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1984 ***********************************************************************
 LA1984  DESIGNATION -  R 247 RESET
 LA1984  PID         -  LA1984
 LA1984  STATE/COUNTY-  IN/HENRY
 LA1984  COUNTRY     -  US
 LA1984  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1984
 LA1984                         *CURRENT SURVEY CONTROL
 LA1984  ______________________________________________________________________
 LA1984* NAD 83(1986) POSITION- 40 03 18.     (N) 085 28 43.     (W)   SCALED
 LA1984* NAVD 88 ORTHO HEIGHT -   303.04  (meters)      994.2   (feet) RESET
 LA1984  ______________________________________________________________________
 LA1984  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 LA1984  VERT ORDER      -  THIRD
 LA1984
 LA1984.The horizontal coordinates were scaled from a map and have
 LA1984.an estimated accuracy of +/- 6 seconds.
 LA1984
 LA1984.The orthometric height was computed from unverified reset data.
 LA1984
 LA1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1984.GEOID18 height accuracy estimate available here.
 LA1984
 LA1984.Click photographs - Photos may exist for this station.
 LA1984
 LA1984;                    North         East    Units  Estimated Accuracy
 LA1984;SPC IN E     -   533,640.      116,050.      MT  (+/- 180 meters Scaled)
 LA1984
 LA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK297349(NAD 83)
 LA1984
 LA1984                          SUPERSEDED SURVEY CONTROL
 LA1984
 LA1984  NGVD 29 (08/22/16)  303.17   (m)          994.7    (f) RESET       3  
 LA1984
 LA1984.Superseded values are not recommended for survey control.
 LA1984
 LA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1984.See file dsdata.pdf to determine how the superseded data were derived.
 LA1984
 LA1984_MARKER: DV = VERTICAL CONTROL DISK
 LA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1984_STAMPING: R 247 1947 RESET 1983
 LA1984_MARK LOGO: NGS
 LA1984_PROJECTION: PROJECTING 5 CENTIMETERS
 LA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1984+STABILITY: SURFACE MOTION
 LA1984
 LA1984  HISTORY     - Date     Condition        Report By
 LA1984  HISTORY     - 1983     MONUMENTED       NGS
 LA1984
 LA1984                          STATION DESCRIPTION
 LA1984
 LA1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LA1984'2.9 MI EAST FROM MIDDLETOWN.
 LA1984'5.2 KM (2.9 MI) EAST ALONG LOCUST STREET WHICH TURNS INTO COUNTY
 LA1984'ROUTE 850N, FROM THE POLICE STATION AND CITY HALL IN THE CENTER OF
 LA1984'MIDDLETOWN, ABOUT 100 YARDS EAST OF A CROSSROAD JUST BEFORE REACHING
 LA1984'A SMALL BRIDGE OVER CREEK AND ON THE SOUTH SIDE OF HIGHWAY AND
 LA1984'ON HIGHWAY RIGHT-OF-WAY, 11.6 METERS (38.0 FEET) WEST OF A UTILITY
 LA1984'POLE, 6.4 METERS (21.0 FEET) SOUTH OF THE APPROXIMATE CENTER OF
 LA1984'COUNTY ROUTE 850N, AND 0.3 METER (1.0 FOOT) NORTH OF A FENCE LINE.
 LA1984'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 LA1984'THE MARK IS 1.5 FT BELOW COUNTY ROUTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1692 ***********************************************************************
 JZ1692  DESIGNATION -  R 248
 JZ1692  PID         -  JZ1692
 JZ1692  STATE/COUNTY-  IN/HENRY
 JZ1692  COUNTRY     -  US
 JZ1692  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1692
 JZ1692                         *CURRENT SURVEY CONTROL
 JZ1692  ______________________________________________________________________
 JZ1692* NAD 83(1986) POSITION- 39 59 24.     (N) 085 27 48.     (W)   SCALED
 JZ1692* NAVD 88 ORTHO HEIGHT -   321.571 (meters)     1055.02  (feet) ADJUSTED
 JZ1692  ______________________________________________________________________
 JZ1692  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 JZ1692  DYNAMIC HEIGHT  -        321.393 (meters)     1054.44  (feet) COMP
 JZ1692  MODELED GRAVITY -    980,063.5   (mgal)                       NAVD 88
 JZ1692
 JZ1692  VERT ORDER      -  SECOND    CLASS 0
 JZ1692
 JZ1692.The horizontal coordinates were scaled from a map and have
 JZ1692.an estimated accuracy of +/- 6 seconds.
 JZ1692
 JZ1692.The orthometric height was determined by differential leveling and
 JZ1692.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1692.in June 1991.
 JZ1692
 JZ1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1692.GEOID18 height accuracy estimate available here.
 JZ1692
 JZ1692.Click photographs - Photos may exist for this station.
 JZ1692
 JZ1692.The dynamic height is computed by dividing the NAVD 88
 JZ1692.geopotential number by the normal gravity value computed on the
 JZ1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1692.degrees latitude (g = 980.6199 gals.).
 JZ1692
 JZ1692.The modeled gravity was interpolated from observed gravity values.
 JZ1692
 JZ1692;                    North         East    Units  Estimated Accuracy
 JZ1692;SPC IN E     -   526,430.      117,370.      MT  (+/- 180 meters Scaled)
 JZ1692
 JZ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK311277(NAD 83)
 JZ1692
 JZ1692                          SUPERSEDED SURVEY CONTROL
 JZ1692
 JZ1692  NGVD 29 (??/??/92)  321.699  (m)         1055.44   (f) ADJ UNCH    2 0
 JZ1692
 JZ1692.Superseded values are not recommended for survey control.
 JZ1692
 JZ1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1692.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1692
 JZ1692_MARKER: DB = BENCH MARK DISK
 JZ1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1692_SP_SET: BRIDGE
 JZ1692_STAMPING: R 248 1947
 JZ1692_MARK LOGO: CGS
 JZ1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1692
 JZ1692  HISTORY     - Date     Condition        Report By
 JZ1692  HISTORY     - 1947     MONUMENTED       CGS
 JZ1692
 JZ1692                          STATION DESCRIPTION
 JZ1692
 JZ1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1692'8.2 MI SE FROM MIDDLETOWN.
 JZ1692'ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ1692'OFFICE AT MIDDLETOWN, THENCE ABOUT 3.55 MILES EAST ALONG U.S.
 JZ1692'HIGHWAY 36, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD,
 JZ1692'THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE
 JZ1692'EAST OF THE JUNCTION OF A ROAD SOUTH, SET IN THE TOP OF THE EAST
 JZ1692'END OF THE NORTHWEST WING WALL OF A 10-FOOT CONCRETE BRIDGE OVER
 JZ1692'A DITCH, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 JZ1692'WEST OF THE WEST END OF THE CONCRETE BANISTER OF THE BRIDGE AND
 JZ1692'ABOUT LEVEL WITH THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 JZ1692'MAIN CROSS ROADS AT CADIZ BY GOING ABOUT 0.7 MILE NORTH, THENCE
 JZ1692'ABOUT 0.25 MILE EAST, THENCE 2.0 MILES NORTH ALONG BLACK TOP
 JZ1692'ROADS, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1142 ***********************************************************************
 LA1142  DESIGNATION -  R 249
 LA1142  PID         -  LA1142
 LA1142  STATE/COUNTY-  IN/DELAWARE
 LA1142  COUNTRY     -  US
 LA1142  USGS QUAD   -  FARMLAND (2019)
 LA1142
 LA1142                         *CURRENT SURVEY CONTROL
 LA1142  ______________________________________________________________________
 LA1142* NAD 83(1986) POSITION- 40 07 38.83   (N) 085 14 03.34   (W)   HD_HELD1
 LA1142* NAVD 88 ORTHO HEIGHT -   319.102 (meters)     1046.92  (feet) ADJUSTED
 LA1142  ______________________________________________________________________
 LA1142  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 LA1142  DYNAMIC HEIGHT  -        318.930 (meters)     1046.36  (feet) COMP
 LA1142  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 LA1142
 LA1142  VERT ORDER      -  SECOND    CLASS 0
 LA1142
 LA1142.The horizontal coordinates were determined by differentially corrected
 LA1142.hand held GPS observations or other comparable positioning techniques
 LA1142.and have an estimated accuracy of +/- 3 meters.
 LA1142
 LA1142.The orthometric height was determined by differential leveling and
 LA1142.adjusted by the NATIONAL GEODETIC SURVEY
 LA1142.in June 1991.
 LA1142
 LA1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1142.GEOID18 height accuracy estimate available here.
 LA1142
 LA1142.Click photographs - Photos may exist for this station.
 LA1142
 LA1142.The dynamic height is computed by dividing the NAVD 88
 LA1142.geopotential number by the normal gravity value computed on the
 LA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1142.degrees latitude (g = 980.6199 gals.).
 LA1142
 LA1142.The modeled gravity was interpolated from observed gravity values.
 LA1142
 LA1142;                    North         East    Units  Estimated Accuracy
 LA1142;SPC IN E     -   541,758.6     136,854.9     MT  (+/- 3 meters HH1 GPS) 
 LA1142
 LA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5044643397(NAD 83)
 LA1142
 LA1142                          SUPERSEDED SURVEY CONTROL
 LA1142
 LA1142  NGVD 29 (??/??/92)  319.238  (m)         1047.37   (f) ADJ UNCH    2 0
 LA1142
 LA1142.Superseded values are not recommended for survey control.
 LA1142
 LA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1142.See file dsdata.pdf to determine how the superseded data were derived.
 LA1142
 LA1142_MARKER: DB = BENCH MARK DISK
 LA1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1142_STAMPING: R 249 1947
 LA1142_MARK LOGO: CGS
 LA1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1142+STABILITY: SURFACE MOTION
 LA1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1142+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 LA1142
 LA1142  HISTORY     - Date     Condition        Report By
 LA1142  HISTORY     - 1947     MONUMENTED       CGS
 LA1142  HISTORY     - 20060130 GOOD             INDIV
 LA1142
 LA1142                          STATION DESCRIPTION
 LA1142
 LA1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1142'5 MI N FROM BLOUNTSVILLE.
 LA1142'ABOUT 2.15 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL
 LA1142'BUILDING AT BLOUNTSVILLE, THENCE 0.25 MILE EAST AND 2.6 MILES
 LA1142'NORTH ALONG GRAVEL ROADS, 0.5 MILE NORTH OF A CROSS ROAD, AT THE
 LA1142'JUNCTION WITH A ROAD LEADING WEST, 14.5 FEET EAST OF THE CENTER
 LA1142'LINE OF THE NORTH-SOUTH ROAD, 18.5 FEET SOUTH OF THE EXTENDED
 LA1142'CENTER LINE OF THE ROAD LEADING WEST, 18.5 FEET SOUTH OF A T
 LA1142'FENCE CORNER, 5.5 FEET SOUTH OF TELEPHONE POLE NUMBER D 7-69,
 LA1142'1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 LA1142'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LA1142'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LA1142
 LA1142                          STATION RECOVERY (2006)
 LA1142
 LA1142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RMF)
 LA1142'R 249 1947 DISK IN DELAWARE COUNTY INDIANA.  FOUND AS DESCRIBED.
 LA1142'TELEPHONE POLE NUMBER D7-69 HAS BEEN REMOVED.  LOCATION IS SUITABLE
 LA1142'FOR RTK GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0041 ***********************************************************************
 LB0041  DESIGNATION -  R 25
 LB0041  PID         -  LB0041
 LB0041  STATE/COUNTY-  IN/FULTON
 LB0041  COUNTRY     -  US
 LB0041  USGS QUAD   -  GRASS CREEK (2019)
 LB0041
 LB0041                         *CURRENT SURVEY CONTROL
 LB0041  ______________________________________________________________________
 LB0041* NAD 83(1986) POSITION- 40 56 48.     (N) 086 24 15.     (W)   SCALED
 LB0041* NAVD 88 ORTHO HEIGHT -   234.958 (meters)      770.86  (feet) ADJUSTED
 LB0041  ______________________________________________________________________
 LB0041  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 LB0041  DYNAMIC HEIGHT  -        234.856 (meters)      770.52  (feet) COMP
 LB0041  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 LB0041
 LB0041  VERT ORDER      -  SECOND    CLASS 0
 LB0041
 LB0041.The horizontal coordinates were scaled from a map and have
 LB0041.an estimated accuracy of +/- 6 seconds.
 LB0041
 LB0041.The orthometric height was determined by differential leveling and
 LB0041.adjusted by the NATIONAL GEODETIC SURVEY
 LB0041.in June 1991.
 LB0041
 LB0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0041.GEOID18 height accuracy estimate available here.
 LB0041
 LB0041.Click photographs - Photos may exist for this station.
 LB0041
 LB0041.The dynamic height is computed by dividing the NAVD 88
 LB0041.geopotential number by the normal gravity value computed on the
 LB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0041.degrees latitude (g = 980.6199 gals.).
 LB0041
 LB0041.The modeled gravity was interpolated from observed gravity values.
 LB0041
 LB0041;                    North         East    Units  Estimated Accuracy
 LB0041;SPC IN E     -   632,900.       37,900.      MT  (+/- 180 meters Scaled)
 LB0041
 LB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL501330(NAD 83)
 LB0041
 LB0041                          SUPERSEDED SURVEY CONTROL
 LB0041
 LB0041  NGVD 29 (??/??/92)  235.078  (m)          771.25   (f) ADJ UNCH    2 0
 LB0041
 LB0041.Superseded values are not recommended for survey control.
 LB0041
 LB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0041.See file dsdata.pdf to determine how the superseded data were derived.
 LB0041
 LB0041_MARKER: DB = BENCH MARK DISK
 LB0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0041_STAMPING: R 25 1934
 LB0041_MARK LOGO: CGS
 LB0041_PROJECTION: FLUSH
 LB0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0041+STABILITY: SURFACE MOTION
 LB0041
 LB0041  HISTORY     - Date     Condition        Report By
 LB0041  HISTORY     - 1934     MONUMENTED       CGS
 LB0041  HISTORY     - 1946     GOOD             CGS
 LB0041  HISTORY     - 1989     POOR             USPSQD
 LB0041  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0041
 LB0041                          STATION DESCRIPTION
 LB0041
 LB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0041'AT GRASSCREEK.
 LB0041'AT GRASSCREEK, ALONG THE PENNSYLVANIA RAILROAD, 77 FEET SOUTH
 LB0041'OF THE CENTER OF THE SOUTH END OF THE STATION, 65 FEET SOUTHWEST
 LB0041'OF THE NORTHWEST CORNER OF A GRAIN ELEVATOR, 27 FEET WEST OF
 LB0041'THE WEST RAIL OF THE TRACK, 24 FEET EAST OF THE CENTER LINE
 LB0041'OF A DIRT ROAD RUNNING PARALELL TO THE TRACK, 1 FOOT BELOW THE
 LB0041'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB0041
 LB0041                          STATION RECOVERY (1989)
 LB0041
 LB0041'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0041'MARK RECOVERED IN POOR CONDITION.
 LB0041
 LB0041                          STATION RECOVERY (1992)
 LB0041
 LB0041'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1158 ***********************************************************************
 LA1158  DESIGNATION -  R 250 RESET
 LA1158  PID         -  LA1158
 LA1158  STATE/COUNTY-  IN/DELAWARE
 LA1158  COUNTRY     -  US
 LA1158  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1158
 LA1158                         *CURRENT SURVEY CONTROL
 LA1158  ______________________________________________________________________
 LA1158* NAD 83(1986) POSITION- 40 07 11.     (N) 085 22 15.     (W)   SCALED
 LA1158* NAVD 88 ORTHO HEIGHT -   298.74  (meters)      980.1   (feet) RESET
 LA1158  ______________________________________________________________________
 LA1158  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 LA1158  VERT ORDER      -  THIRD
 LA1158
 LA1158.The horizontal coordinates were scaled from a map and have
 LA1158.an estimated accuracy of +/- 6 seconds.
 LA1158
 LA1158.The orthometric height was computed from unverified reset data.
 LA1158
 LA1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1158.GEOID18 height accuracy estimate available here.
 LA1158
 LA1158.Click photographs - Photos may exist for this station.
 LA1158
 LA1158;                    North         East    Units  Estimated Accuracy
 LA1158;SPC IN E     -   540,850.      125,220.      MT  (+/- 180 meters Scaled)
 LA1158
 LA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK388423(NAD 83)
 LA1158
 LA1158                          SUPERSEDED SURVEY CONTROL
 LA1158
 LA1158  NGVD 29 (??/??/??)  298.88   (m)          980.6    (f) RESET       3  
 LA1158
 LA1158.Superseded values are not recommended for survey control.
 LA1158
 LA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1158.See file dsdata.pdf to determine how the superseded data were derived.
 LA1158
 LA1158_MARKER: DB = BENCH MARK DISK
 LA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1158_STAMPING: R 250 1947 RESET 1961
 LA1158_MARK LOGO: CGS
 LA1158_PROJECTION: FLUSH
 LA1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1158+STABILITY: SURFACE MOTION
 LA1158
 LA1158  HISTORY     - Date     Condition        Report By
 LA1158  HISTORY     - 1961     MONUMENTED       CGS
 LA1158
 LA1158                          STATION DESCRIPTION
 LA1158
 LA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1158'5.2 MI S FROM MUNCIE.
 LA1158'ABOUT 5.2 MILES S ALONG THE S-BOUND LANES OF THE NO. 3 INDIANA
 LA1158'HIGHWAY FROM THE HEART OF MUNCIE (A POINT 2 OR 3 BLOCKS E OF THE
 LA1158'COURTHOUSE), 5.2 MILES N ALONG SAME FROM THE SCHOOLHOUSE AT
 LA1158'SPRINGPORT, AT THE Y-JUNCTION OF THE AS-CONSTRUCTED-AT-PRESENT
 LA1158'24-FOOT N-BOUND AND S-BOUND LANES OF THE DUAL HIGHWAY, AT THE
 LA1158'T-INTERSECTION OF THE HIGHWAY AND NO. 500 S COUNTY ROAD, 82 FEET
 LA1158'S OF CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, 59 FEE W OF CENTER
 LA1158'LINE OF 24-FOOT PAVEMENT, 7 FEET S OF AN ANGLE IN THE
 LA1158'RIGHT-OF-WAY FENCE ALINEMENT, 0.6 FOOT E OF THE FENCE, FLUSH WITH
 LA1158'THE GROUND, AND 1.9 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1642 ***********************************************************************
 JZ1642  DESIGNATION -  R 251
 JZ1642  PID         -  JZ1642
 JZ1642  STATE/COUNTY-  IN/HENRY
 JZ1642  COUNTRY     -  US
 JZ1642  USGS QUAD   -  DUNREITH (2019)
 JZ1642
 JZ1642                         *CURRENT SURVEY CONTROL
 JZ1642  ______________________________________________________________________
 JZ1642* NAD 83(1986) POSITION- 39 51 10.     (N) 085 24 45.     (W)   SCALED
 JZ1642* NAVD 88 ORTHO HEIGHT -   327.349 (meters)     1073.98  (feet) ADJUSTED
 JZ1642  ______________________________________________________________________
 JZ1642  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JZ1642  DYNAMIC HEIGHT  -        327.164 (meters)     1073.37  (feet) COMP
 JZ1642  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 JZ1642
 JZ1642  VERT ORDER      -  SECOND    CLASS 0
 JZ1642
 JZ1642.The horizontal coordinates were scaled from a map and have
 JZ1642.an estimated accuracy of +/- 6 seconds.
 JZ1642
 JZ1642.The orthometric height was determined by differential leveling and
 JZ1642.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1642.in June 1991.
 JZ1642
 JZ1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1642.GEOID18 height accuracy estimate available here.
 JZ1642
 JZ1642.Click photographs - Photos may exist for this station.
 JZ1642
 JZ1642.The dynamic height is computed by dividing the NAVD 88
 JZ1642.geopotential number by the normal gravity value computed on the
 JZ1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1642.degrees latitude (g = 980.6199 gals.).
 JZ1642
 JZ1642.The modeled gravity was interpolated from observed gravity values.
 JZ1642
 JZ1642;                    North         East    Units  Estimated Accuracy
 JZ1642;SPC IN E     -   511,200.      121,750.      MT  (+/- 180 meters Scaled)
 JZ1642
 JZ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK358126(NAD 83)
 JZ1642
 JZ1642                          SUPERSEDED SURVEY CONTROL
 JZ1642
 JZ1642  NGVD 29 (??/??/92)  327.477  (m)         1074.40   (f) ADJ UNCH    2 0
 JZ1642
 JZ1642.Superseded values are not recommended for survey control.
 JZ1642
 JZ1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1642.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1642
 JZ1642_MARKER: DB = BENCH MARK DISK
 JZ1642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1642_SP_SET: CULVERT HEADWALL
 JZ1642_STAMPING: R 251 1947
 JZ1642_MARK LOGO: CGS
 JZ1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1642+STABILITY: SURFACE MOTION
 JZ1642
 JZ1642  HISTORY     - Date     Condition        Report By
 JZ1642  HISTORY     - 1947     MONUMENTED       CGS
 JZ1642  HISTORY     - 1970     MARK NOT FOUND   USGS
 JZ1642
 JZ1642                          STATION DESCRIPTION
 JZ1642
 JZ1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1642'1.6 MI N FROM SPICELAND.
 JZ1642'ABOUT 1.55 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE NEW YORK
 JZ1642'CHICAGO AND ST. LOUIS RAILROAD STATION AT SPICELAND, ABOUT 0.2
 JZ1642'MILE SOUTHWEST OF A NORTH-SOUTH CROSSROAD, OPPOSITE THE
 JZ1642'JUNCTION OF A FARM ROAD LEADING WEST, IN THE TOP OF THE NORTHEAST
 JZ1642'END OF AN 8-FOOT CONCRETE CULVERT HEADWALL OF A 14-INCH PIPE
 JZ1642'CULVERT UNDER THE HIGHWAY, 18 FEET SOUTHEAST OF THE CENTER
 JZ1642'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1642
 JZ1642                          STATION RECOVERY (1970)
 JZ1642
 JZ1642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JZ1642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1507 ***********************************************************************
 JZ1507  DESIGNATION -  R 252
 JZ1507  PID         -  JZ1507
 JZ1507  STATE/COUNTY-  IN/HENRY
 JZ1507  COUNTRY     -  US
 JZ1507  USGS QUAD   -  DUNREITH (2019)
 JZ1507
 JZ1507                         *CURRENT SURVEY CONTROL
 JZ1507  ______________________________________________________________________
 JZ1507* NAD 83(1986) POSITION- 39 48 06.     (N) 085 28 23.     (W)   SCALED
 JZ1507* NAVD 88 ORTHO HEIGHT -   300.980 (meters)      987.47  (feet) ADJUSTED
 JZ1507  ______________________________________________________________________
 JZ1507  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JZ1507  DYNAMIC HEIGHT  -        300.808 (meters)      986.90  (feet) COMP
 JZ1507  MODELED GRAVITY -    980,046.9   (mgal)                       NAVD 88
 JZ1507
 JZ1507  VERT ORDER      -  SECOND    CLASS 0
 JZ1507
 JZ1507.The horizontal coordinates were scaled from a map and have
 JZ1507.an estimated accuracy of +/- 6 seconds.
 JZ1507
 JZ1507.The orthometric height was determined by differential leveling and
 JZ1507.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1507.in June 1991.
 JZ1507
 JZ1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1507.GEOID18 height accuracy estimate available here.
 JZ1507
 JZ1507.Click photographs - Photos may exist for this station.
 JZ1507
 JZ1507.The dynamic height is computed by dividing the NAVD 88
 JZ1507.geopotential number by the normal gravity value computed on the
 JZ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1507.degrees latitude (g = 980.6199 gals.).
 JZ1507
 JZ1507.The modeled gravity was interpolated from observed gravity values.
 JZ1507
 JZ1507;                    North         East    Units  Estimated Accuracy
 JZ1507;SPC IN E     -   505,520.      116,580.      MT  (+/- 180 meters Scaled)
 JZ1507
 JZ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK307068(NAD 83)
 JZ1507
 JZ1507                          SUPERSEDED SURVEY CONTROL
 JZ1507
 JZ1507  NGVD 29 (??/??/92)  301.109  (m)          987.89   (f) ADJ UNCH    2 0
 JZ1507
 JZ1507.Superseded values are not recommended for survey control.
 JZ1507
 JZ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1507.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1507
 JZ1507_MARKER: DB = BENCH MARK DISK
 JZ1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1507_SP_SET: BRIDGE
 JZ1507_STAMPING: R 252 1947
 JZ1507_MARK LOGO: CGS
 JZ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1507
 JZ1507  HISTORY     - Date     Condition        Report By
 JZ1507  HISTORY     - 1947     MONUMENTED       CGS
 JZ1507
 JZ1507                          STATION DESCRIPTION
 JZ1507
 JZ1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1507'2 MI W FROM DUNREITH.
 JZ1507'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1507'AT DUNREITH, ABOUT 0.85 MILE EAST OF KNIGHTSTOWN SPRING PARK,
 JZ1507'IN THE TOP OF THE NORTH END OF THE SOUTHEAST WINGWALL OF A
 JZ1507'50-FOOT CONCRETE ARCH BRIDGE OVER BUCK CREEK, 22 FEET SOUTH OF
 JZ1507'THE CENTER LINE OF THE EAST-BOUND TRAFFIC LANE, 1 FOOT SOUTH OF
 JZ1507'THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE PAVEMENT.
 JZ1507'NOTE-- THIS MARK IS ABOUT 3.05 MILES EAST ALONG HIGHWAY 40 FROM
 JZ1507'THE PUBLIC LIBRARY AT KNIGHTSTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1570 ***********************************************************************
 JZ1570  DESIGNATION -  R 253
 JZ1570  PID         -  JZ1570
 JZ1570  STATE/COUNTY-  IN/HENRY
 JZ1570  COUNTRY     -  US
 JZ1570  USGS QUAD   -  LEWISVILLE (2019)
 JZ1570
 JZ1570                         *CURRENT SURVEY CONTROL
 JZ1570  ______________________________________________________________________
 JZ1570* NAD 83(1986) POSITION- 39 47 35.     (N) 085 17 28.     (W)   SCALED
 JZ1570* NAVD 88 ORTHO HEIGHT -   325.746 (meters)     1068.72  (feet) ADJUSTED
 JZ1570  ______________________________________________________________________
 JZ1570  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 JZ1570  DYNAMIC HEIGHT  -        325.557 (meters)     1068.10  (feet) COMP
 JZ1570  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1570
 JZ1570  VERT ORDER      -  SECOND    CLASS 0
 JZ1570
 JZ1570.The horizontal coordinates were scaled from a map and have
 JZ1570.an estimated accuracy of +/- 6 seconds.
 JZ1570
 JZ1570.The orthometric height was determined by differential leveling and
 JZ1570.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1570.in June 1991.
 JZ1570
 JZ1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1570.GEOID18 height accuracy estimate available here.
 JZ1570
 JZ1570.Click photographs - Photos may exist for this station.
 JZ1570
 JZ1570.The dynamic height is computed by dividing the NAVD 88
 JZ1570.geopotential number by the normal gravity value computed on the
 JZ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1570.degrees latitude (g = 980.6199 gals.).
 JZ1570
 JZ1570.The modeled gravity was interpolated from observed gravity values.
 JZ1570
 JZ1570;                    North         East    Units  Estimated Accuracy
 JZ1570;SPC IN E     -   504,610.      132,170.      MT  (+/- 180 meters Scaled)
 JZ1570
 JZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK463061(NAD 83)
 JZ1570
 JZ1570                          SUPERSEDED SURVEY CONTROL
 JZ1570
 JZ1570  NGVD 29 (??/??/92)  325.877  (m)         1069.15   (f) ADJ UNCH    2 0
 JZ1570
 JZ1570.Superseded values are not recommended for survey control.
 JZ1570
 JZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1570.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1570
 JZ1570_MARKER: DB = BENCH MARK DISK
 JZ1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1570_STAMPING: R 253 1947
 JZ1570_MARK LOGO: CGS
 JZ1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1570+STABILITY: SURFACE MOTION
 JZ1570
 JZ1570  HISTORY     - Date     Condition        Report By
 JZ1570  HISTORY     - 1947     MONUMENTED       CGS
 JZ1570
 JZ1570                          STATION DESCRIPTION
 JZ1570
 JZ1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1570'1 MI S FROM STRAUGHN.
 JZ1570'ABOUT 1.0 MILE SOUTH ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 JZ1570'RAILROAD STATION AT STRAUGHN, ABOUT 80 YARDS SOUTH OF A DRIVEWAY
 JZ1570'TO THE HORACE STANT FARM HOUSE, 21 FEET EAST OF THE CENTER LINE
 JZ1570'OF THE ROAD, IN THE TOP OF THE CENTER OF AN 18 X 18-INCH CONCRETE
 JZ1570'CORNER FENCE POST AT A T FENCE CORNER, ABOUT 5.5 FEET ABOVE ROAD
 JZ1570'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1577 ***********************************************************************
 JZ1577  DESIGNATION -  R 254
 JZ1577  PID         -  JZ1577
 JZ1577  STATE/COUNTY-  IN/WAYNE
 JZ1577  COUNTRY     -  US
 JZ1577  USGS QUAD   -  JACKSONBURG (2019)
 JZ1577
 JZ1577                         *CURRENT SURVEY CONTROL
 JZ1577  ______________________________________________________________________
 JZ1577* NAD 83(1986) POSITION- 39 50 15.     (N) 085 06 27.     (W)   SCALED
 JZ1577* NAVD 88 ORTHO HEIGHT -   300.259 (meters)      985.10  (feet) ADJUSTED
 JZ1577  ______________________________________________________________________
 JZ1577  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 JZ1577  DYNAMIC HEIGHT  -        300.087 (meters)      984.54  (feet) COMP
 JZ1577  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 JZ1577
 JZ1577  VERT ORDER      -  SECOND    CLASS 0
 JZ1577
 JZ1577.The horizontal coordinates were scaled from a map and have
 JZ1577.an estimated accuracy of +/- 6 seconds.
 JZ1577
 JZ1577.The orthometric height was determined by differential leveling and
 JZ1577.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1577.in June 1991.
 JZ1577
 JZ1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1577.GEOID18 height accuracy estimate available here.
 JZ1577
 JZ1577.Click photographs - Photos may exist for this station.
 JZ1577
 JZ1577.The dynamic height is computed by dividing the NAVD 88
 JZ1577.geopotential number by the normal gravity value computed on the
 JZ1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1577.degrees latitude (g = 980.6199 gals.).
 JZ1577
 JZ1577.The modeled gravity was interpolated from observed gravity values.
 JZ1577
 JZ1577;                    North         East    Units  Estimated Accuracy
 JZ1577;SPC IN E     -   509,630.      147,860.      MT  (+/- 180 meters Scaled)
 JZ1577
 JZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK619114(NAD 83)
 JZ1577
 JZ1577                          SUPERSEDED SURVEY CONTROL
 JZ1577
 JZ1577  NGVD 29 (??/??/92)  300.400  (m)          985.56   (f) ADJ UNCH    2 0
 JZ1577
 JZ1577.Superseded values are not recommended for survey control.
 JZ1577
 JZ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1577.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1577
 JZ1577_MARKER: DB = BENCH MARK DISK
 JZ1577_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1577_SP_SET: BOX CULVERT HEADWALL
 JZ1577_STAMPING: R 254 1947
 JZ1577_MARK LOGO: CGS
 JZ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1577+STABILITY: SURFACE MOTION
 JZ1577
 JZ1577  HISTORY     - Date     Condition        Report By
 JZ1577  HISTORY     - 1947     MONUMENTED       CGS
 JZ1577
 JZ1577                          STATION DESCRIPTION
 JZ1577
 JZ1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1577'1 MI S FROM JACKSONBURG.
 JZ1577'ABOUT 0.95 MILE SOUTH ALONG A PAVED ROAD FROM THE CHRISTIAN
 JZ1577'CHURCH AT JACKSONBURG, ABOUT 70 YARDS NORTH OF A DRIVEWAY LEADING
 JZ1577'EAST TO A FARM HOUSE, IN THE TOP OF THE SOUTH END OF THE EAST
 JZ1577'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 12.5 FEET EAST OF THE
 JZ1577'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1192 ***********************************************************************
 JZ1192  DESIGNATION -  R 255
 JZ1192  PID         -  JZ1192
 JZ1192  STATE/COUNTY-  IN/WAYNE
 JZ1192  COUNTRY     -  US
 JZ1192  USGS QUAD   -  RICHMOND (2019)
 JZ1192
 JZ1192                         *CURRENT SURVEY CONTROL
 JZ1192  ______________________________________________________________________
 JZ1192* NAD 83(1986) POSITION- 39 46 40.     (N) 084 56 19.     (W)   SCALED
 JZ1192* NAVD 88 ORTHO HEIGHT -   254.286 (meters)      834.27  (feet) ADJUSTED
 JZ1192  ______________________________________________________________________
 JZ1192  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 JZ1192  DYNAMIC HEIGHT  -        254.140 (meters)      833.79  (feet) COMP
 JZ1192  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 JZ1192
 JZ1192  VERT ORDER      -  SECOND    CLASS 0
 JZ1192
 JZ1192.The horizontal coordinates were scaled from a map and have
 JZ1192.an estimated accuracy of +/- 6 seconds.
 JZ1192
 JZ1192.The orthometric height was determined by differential leveling and
 JZ1192.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1192.in June 1991.
 JZ1192
 JZ1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1192.GEOID18 height accuracy estimate available here.
 JZ1192
 JZ1192.Click photographs - Photos may exist for this station.
 JZ1192
 JZ1192.The dynamic height is computed by dividing the NAVD 88
 JZ1192.geopotential number by the normal gravity value computed on the
 JZ1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1192.degrees latitude (g = 980.6199 gals.).
 JZ1192
 JZ1192.The modeled gravity was interpolated from observed gravity values.
 JZ1192
 JZ1192;                    North         East    Units  Estimated Accuracy
 JZ1192;SPC IN E     -   503,100.      162,370.      MT  (+/- 180 meters Scaled)
 JZ1192
 JZ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK765051(NAD 83)
 JZ1192
 JZ1192                          SUPERSEDED SURVEY CONTROL
 JZ1192
 JZ1192  NGVD 29 (??/??/92)  254.433  (m)          834.75   (f) ADJ UNCH    2 0
 JZ1192
 JZ1192.Superseded values are not recommended for survey control.
 JZ1192
 JZ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1192.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1192
 JZ1192_MARKER: DB = BENCH MARK DISK
 JZ1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1192_SP_SET: BRIDGE PARAPET
 JZ1192_STAMPING: R 255 1947
 JZ1192_MARK LOGO: CGS
 JZ1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1192
 JZ1192  HISTORY     - Date     Condition        Report By
 JZ1192  HISTORY     - 1947     MONUMENTED       CGS
 JZ1192  HISTORY     - 1980     GOOD             LOCSUR
 JZ1192  HISTORY     - 20030623 MARK NOT FOUND   GEOCAC
 JZ1192
 JZ1192                          STATION DESCRIPTION
 JZ1192
 JZ1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1192'6 MI SW FROM RICHMOND.
 JZ1192'4.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1192'RICHMOND, THENCE 1.6 MILE WEST ALONG A PAVED ROAD, ABOUT 0.3
 JZ1192'MILE WEST OF THE CROSSROADS OF A HIGH TENSION POWER LINE, IN
 JZ1192'THE TOP OF THE EAST END OF THE NORTH PARAPET OF A TRIPPLE-ARCH
 JZ1192'CONCRETE BRIDGE OVER THE EAST FORK OF WHITEWATER RIVER, 9 FEET
 JZ1192'NORTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT EAST OF THE EAST
 JZ1192'END OF THE RAILING, ABOUT LEVEL WITH THE ROAD.
 JZ1192
 JZ1192                          STATION RECOVERY (1980)
 JZ1192
 JZ1192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JZ1192'RECOVERED IN GOOD CONDITION.
 JZ1192
 JZ1192                          STATION RECOVERY (2003)
 JZ1192
 JZ1192'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1192'BRIDGE IN 1947 DESCRIPTION WAS REPLACED IN 1994.  THE NORTH PARAPET,
 JZ1192'THE LOCATION OF THE BENCHMARK, IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2297 ***********************************************************************
 JZ2297  DESIGNATION -  R 256
 JZ2297  PID         -  JZ2297
 JZ2297  STATE/COUNTY-  IN/RUSH
 JZ2297  COUNTRY     -  US
 JZ2297  USGS QUAD   -  ADAMS (2019)
 JZ2297
 JZ2297                         *CURRENT SURVEY CONTROL
 JZ2297  ______________________________________________________________________
 JZ2297* NAD 83(1986) POSITION- 39 27 46.     (N) 085 35 47.     (W)   SCALED
 JZ2297* NAVD 88 ORTHO HEIGHT -   272.085 (meters)      892.67  (feet) ADJUSTED
 JZ2297  ______________________________________________________________________
 JZ2297  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 JZ2297  DYNAMIC HEIGHT  -        271.920 (meters)      892.12  (feet) COMP
 JZ2297  MODELED GRAVITY -    980,013.7   (mgal)                       NAVD 88
 JZ2297
 JZ2297  VERT ORDER      -  SECOND    CLASS 0
 JZ2297
 JZ2297.The horizontal coordinates were scaled from a map and have
 JZ2297.an estimated accuracy of +/- 6 seconds.
 JZ2297
 JZ2297.The orthometric height was determined by differential leveling and
 JZ2297.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2297.in June 1991.
 JZ2297
 JZ2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2297.GEOID18 height accuracy estimate available here.
 JZ2297
 JZ2297.Click photographs - Photos may exist for this station.
 JZ2297
 JZ2297.The dynamic height is computed by dividing the NAVD 88
 JZ2297.geopotential number by the normal gravity value computed on the
 JZ2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2297.degrees latitude (g = 980.6199 gals.).
 JZ2297
 JZ2297.The modeled gravity was interpolated from observed gravity values.
 JZ2297
 JZ2297;                    North         East    Units  Estimated Accuracy
 JZ2297;SPC IN E     -   467,870.      106,050.      MT  (+/- 180 meters Scaled)
 JZ2297
 JZ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ207690(NAD 83)
 JZ2297
 JZ2297                          SUPERSEDED SURVEY CONTROL
 JZ2297
 JZ2297  NGVD 29 (??/??/92)  272.202  (m)          893.05   (f) ADJ UNCH    2 0
 JZ2297
 JZ2297.Superseded values are not recommended for survey control.
 JZ2297
 JZ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2297.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2297
 JZ2297_MARKER: DB = BENCH MARK DISK
 JZ2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2297_STAMPING: R 256 1947
 JZ2297_MARK LOGO: CGS
 JZ2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2297+STABILITY: SURFACE MOTION
 JZ2297
 JZ2297  HISTORY     - Date     Condition        Report By
 JZ2297  HISTORY     - 1947     MONUMENTED       CGS
 JZ2297
 JZ2297                          STATION DESCRIPTION
 JZ2297
 JZ2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2297'2.1 MI N FROM ST OMER.
 JZ2297'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 JZ2297'OF THE ST. PAUL ROAD AT ST. OMER, THENCE ABOUT 1.55 MILES NORTH
 JZ2297'ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE EAST ALONG A BLACK
 JZ2297'TOP ROAD, THENCE ABOUT 0.15 MILE NORTHEAST ALONG A GRAVEL
 JZ2297'ROAD, ON A CURVE WITH TANGENTS SOUTH AND NORTHEAST, 219 FEET
 JZ2297'NORTH-NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF
 JZ2297'A WHITE FARM HOUSE, 55 FEET SOUTH-SOUTHEAST AND ACROSS THE
 JZ2297'ROAD FROM A T FENCE CORNER POST, 18 FEET EAST OF THE CENTER LINE
 JZ2297'OF THE SOUTH TANGENT OF THE ROAD, 20 FEET NORTHEAST OF A 32-INCH
 JZ2297'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 JZ2297'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2297'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1931 ***********************************************************************
 JZ1931  DESIGNATION -  R 257
 JZ1931  PID         -  JZ1931
 JZ1931  STATE/COUNTY-  IN/RUSH
 JZ1931  COUNTRY     -  US
 JZ1931  USGS QUAD   -  MILROY (2019)
 JZ1931
 JZ1931                         *CURRENT SURVEY CONTROL
 JZ1931  ______________________________________________________________________
 JZ1931* NAD 83(1986) POSITION- 39 27 10.     (N) 085 28 42.     (W)   SCALED
 JZ1931* NAVD 88 ORTHO HEIGHT -   288.471 (meters)      946.43  (feet) ADJUSTED
 JZ1931  ______________________________________________________________________
 JZ1931  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 JZ1931  DYNAMIC HEIGHT  -        288.293 (meters)      945.84  (feet) COMP
 JZ1931  MODELED GRAVITY -    980,004.3   (mgal)                       NAVD 88
 JZ1931
 JZ1931  VERT ORDER      -  SECOND    CLASS 0
 JZ1931
 JZ1931.The horizontal coordinates were scaled from a map and have
 JZ1931.an estimated accuracy of +/- 6 seconds.
 JZ1931
 JZ1931.The orthometric height was determined by differential leveling and
 JZ1931.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1931.in June 1991.
 JZ1931
 JZ1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1931.GEOID18 height accuracy estimate available here.
 JZ1931
 JZ1931.Click photographs - Photos may exist for this station.
 JZ1931
 JZ1931.The dynamic height is computed by dividing the NAVD 88
 JZ1931.geopotential number by the normal gravity value computed on the
 JZ1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1931.degrees latitude (g = 980.6199 gals.).
 JZ1931
 JZ1931.The modeled gravity was interpolated from observed gravity values.
 JZ1931
 JZ1931;                    North         East    Units  Estimated Accuracy
 JZ1931;SPC IN E     -   466,780.      116,210.      MT  (+/- 180 meters Scaled)
 JZ1931
 JZ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ309681(NAD 83)
 JZ1931
 JZ1931                          SUPERSEDED SURVEY CONTROL
 JZ1931
 JZ1931  NGVD 29 (??/??/92)  288.598  (m)          946.84   (f) ADJ UNCH    2 0
 JZ1931
 JZ1931.Superseded values are not recommended for survey control.
 JZ1931
 JZ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1931.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1931
 JZ1931_MARKER: DB = BENCH MARK DISK
 JZ1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1931_SP_SET: CULVERT HEADWALL
 JZ1931_STAMPING: R 257 1947
 JZ1931_MARK LOGO: CGS
 JZ1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1931+STABILITY: SURFACE MOTION
 JZ1931
 JZ1931  HISTORY     - Date     Condition        Report By
 JZ1931  HISTORY     - 1947     MONUMENTED       CGS
 JZ1931
 JZ1931                          STATION DESCRIPTION
 JZ1931
 JZ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1931'2.2 MI N FROM SANDUSKY.
 JZ1931'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 JZ1931'SANDUSKY, IN THE NORTHEAST QUARTER OF THE INTERSECTION OF THE
 JZ1931'RUSH-DECATUR COUNTY LINE ROAD, SET IN THE TOP OF THE NORTH END OF
 JZ1931'THE EAST CONCRETE HEAD WALL OF A 14-INCH CORRUGATED STEEL PIPE CULVERT
 JZ1931'UNDER THE HIGHWAY, ABOUT 75 YARDS EAST AND ACROSS THE HIGHWAY
 JZ1931'FROM A STORE AND SERVICE STATION, 40 FEET NORTH OF THE CENTER
 JZ1931'LINE OF THE COUNTY LINE ROAD, 21 FEET EAST OF THE CENTER LINE
 JZ1931'OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL
 JZ1931'AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1950 ***********************************************************************
 JZ1950  DESIGNATION -  R 258
 JZ1950  PID         -  JZ1950
 JZ1950  STATE/COUNTY-  IN/RUSH
 JZ1950  COUNTRY     -  US
 JZ1950  USGS QUAD   -  CLARKSBURG (2019)
 JZ1950
 JZ1950                         *CURRENT SURVEY CONTROL
 JZ1950  ______________________________________________________________________
 JZ1950* NAD 83(1986) POSITION- 39 28 04.     (N) 085 22 04.     (W)   SCALED
 JZ1950* NAVD 88 ORTHO HEIGHT -   316.314 (meters)     1037.77  (feet) ADJUSTED
 JZ1950  ______________________________________________________________________
 JZ1950  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ1950  DYNAMIC HEIGHT  -        316.119 (meters)     1037.13  (feet) COMP
 JZ1950  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ1950
 JZ1950  VERT ORDER      -  SECOND    CLASS 0
 JZ1950
 JZ1950.The horizontal coordinates were scaled from a map and have
 JZ1950.an estimated accuracy of +/- 6 seconds.
 JZ1950
 JZ1950.The orthometric height was determined by differential leveling and
 JZ1950.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1950.in June 1991.
 JZ1950
 JZ1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1950.GEOID18 height accuracy estimate available here.
 JZ1950
 JZ1950.Click photographs - Photos may exist for this station.
 JZ1950
 JZ1950.The dynamic height is computed by dividing the NAVD 88
 JZ1950.geopotential number by the normal gravity value computed on the
 JZ1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1950.degrees latitude (g = 980.6199 gals.).
 JZ1950
 JZ1950.The modeled gravity was interpolated from observed gravity values.
 JZ1950
 JZ1950;                    North         East    Units  Estimated Accuracy
 JZ1950;SPC IN E     -   468,470.      125,720.      MT  (+/- 180 meters Scaled)
 JZ1950
 JZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ404699(NAD 83)
 JZ1950
 JZ1950                          SUPERSEDED SURVEY CONTROL
 JZ1950
 JZ1950  NGVD 29 (??/??/92)  316.448  (m)         1038.21   (f) ADJ UNCH    2 0
 JZ1950
 JZ1950.Superseded values are not recommended for survey control.
 JZ1950
 JZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1950.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1950
 JZ1950_MARKER: DB = BENCH MARK DISK
 JZ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1950_STAMPING: R 258 1947
 JZ1950_MARK LOGO: CGS
 JZ1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1950+STABILITY: SURFACE MOTION
 JZ1950
 JZ1950  HISTORY     - Date     Condition        Report By
 JZ1950  HISTORY     - 1947     MONUMENTED       CGS
 JZ1950
 JZ1950                          STATION DESCRIPTION
 JZ1950
 JZ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1950'3.4 MI NW FROM CLARKSBURG.
 JZ1950'ABOUT 2.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1950'AT CLARKSBURG, THENCE ABOUT 1.05 MILE WEST ALONG A COUNTY ROAD,
 JZ1950'AT THE SOUTHEAST CORNER OF THE MILROY AIRPORT, 153 FEET EAST OF
 JZ1950'THE SOUTHEAST CORNER OF THE RADIO CONTROL AND ADMINSTRATION
 JZ1950'BUILDING, 64 FEET EAST-SOUTHEAST OF THE SOUTHEAST OF AN AIRWAY
 JZ1950'BEACON TOWER, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7
 JZ1950'FEET NORTH OF A FENCE CORNER POST, 1 FOOT WEST OF THE NORTH-SOUTH
 JZ1950'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1950'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1950'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1757 ***********************************************************************
 JZ1757  DESIGNATION -  R 259
 JZ1757  PID         -  JZ1757
 JZ1757  STATE/COUNTY-  IN/FAYETTE
 JZ1757  COUNTRY     -  US
 JZ1757  USGS QUAD   -  NEW SALEM (2019)
 JZ1757
 JZ1757                         *CURRENT SURVEY CONTROL
 JZ1757  ______________________________________________________________________
 JZ1757* NAD 83(1986) POSITION- 39 37 02.     (N) 085 17 12.     (W)   SCALED
 JZ1757* NAVD 88 ORTHO HEIGHT -   329.081 (meters)     1079.66  (feet) ADJUSTED
 JZ1757  ______________________________________________________________________
 JZ1757  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ1757  DYNAMIC HEIGHT  -        328.883 (meters)     1079.01  (feet) COMP
 JZ1757  MODELED GRAVITY -    980,014.0   (mgal)                       NAVD 88
 JZ1757
 JZ1757  VERT ORDER      -  SECOND    CLASS 0
 JZ1757
 JZ1757.The horizontal coordinates were scaled from a map and have
 JZ1757.an estimated accuracy of +/- 6 seconds.
 JZ1757
 JZ1757.The orthometric height was determined by differential leveling and
 JZ1757.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1757.in June 1991.
 JZ1757
 JZ1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1757.GEOID18 height accuracy estimate available here.
 JZ1757
 JZ1757.Click photographs - Photos may exist for this station.
 JZ1757
 JZ1757.The dynamic height is computed by dividing the NAVD 88
 JZ1757.geopotential number by the normal gravity value computed on the
 JZ1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1757.degrees latitude (g = 980.6199 gals.).
 JZ1757
 JZ1757.The modeled gravity was interpolated from observed gravity values.
 JZ1757
 JZ1757;                    North         East    Units  Estimated Accuracy
 JZ1757;SPC IN E     -   485,090.      132,630.      MT  (+/- 180 meters Scaled)
 JZ1757
 JZ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ470866(NAD 83)
 JZ1757
 JZ1757                          SUPERSEDED SURVEY CONTROL
 JZ1757
 JZ1757  NGVD 29 (??/??/92)  329.211  (m)         1080.09   (f) ADJ UNCH    2 0
 JZ1757
 JZ1757.Superseded values are not recommended for survey control.
 JZ1757
 JZ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1757.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1757
 JZ1757_MARKER: DB = BENCH MARK DISK
 JZ1757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1757_SP_SET: BOX CULVERT
 JZ1757_STAMPING: R 259 1947
 JZ1757_MARK LOGO: CGS
 JZ1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1757+STABILITY: SURFACE MOTION
 JZ1757
 JZ1757  HISTORY     - Date     Condition        Report By
 JZ1757  HISTORY     - 1947     MONUMENTED       CGS
 JZ1757
 JZ1757                          STATION DESCRIPTION
 JZ1757
 JZ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1757'1.8 MI SE FROM GLENWOOD.
 JZ1757'ABOUT 0.8 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD
 JZ1757'FROM ITS JUNCTION WITH STATE HIGHWAY 44 AT GLENWOOD, THENCE
 JZ1757'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD, ABOUT 100 YARDS
 JZ1757'SOUTHWEST OF A CURVE IN THE ROAD WITH TANGENTS EAST AND SOUTHWEST,
 JZ1757'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 JZ1757'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 3 FEET SOUTHWEST
 JZ1757'OF THE NORTHEAST END OF THE HEAD WALL, 11 FEET SOUTHEAST OF
 JZ1757'AND ABOUT 1/2-FOOT ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1588 ***********************************************************************
 LA1588  DESIGNATION -  R 26
 LA1588  PID         -  LA1588
 LA1588  STATE/COUNTY-  IN/GRANT
 LA1588  COUNTRY     -  US
 LA1588  USGS QUAD   -  MARION (2019)
 LA1588
 LA1588                         *CURRENT SURVEY CONTROL
 LA1588  ______________________________________________________________________
 LA1588* NAD 83(1986) POSITION- 40 31 43.     (N) 085 40 44.     (W)   SCALED
 LA1588* NAVD 88 ORTHO HEIGHT -   258.705 (meters)      848.77  (feet) ADJUSTED
 LA1588  ______________________________________________________________________
 LA1588  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 LA1588  DYNAMIC HEIGHT  -        258.573 (meters)      848.33  (feet) COMP
 LA1588  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 LA1588
 LA1588  VERT ORDER      -  FIRST     CLASS II
 LA1588
 LA1588.The horizontal coordinates were scaled from a map and have
 LA1588.an estimated accuracy of +/- 6 seconds.
 LA1588
 LA1588.The orthometric height was determined by differential leveling and
 LA1588.adjusted by the NATIONAL GEODETIC SURVEY
 LA1588.in June 1991.
 LA1588
 LA1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1588.GEOID18 height accuracy estimate available here.
 LA1588
 LA1588.Click photographs - Photos may exist for this station.
 LA1588
 LA1588.The dynamic height is computed by dividing the NAVD 88
 LA1588.geopotential number by the normal gravity value computed on the
 LA1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1588.degrees latitude (g = 980.6199 gals.).
 LA1588
 LA1588.The modeled gravity was interpolated from observed gravity values.
 LA1588
 LA1588;                    North         East    Units  Estimated Accuracy
 LA1588;SPC IN E     -   586,210.       98,960.      MT  (+/- 180 meters Scaled)
 LA1588
 LA1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK118872(NAD 83)
 LA1588
 LA1588                          SUPERSEDED SURVEY CONTROL
 LA1588
 LA1588  NGVD 29 (??/??/92)  258.829  (m)          849.17   (f) ADJ UNCH    1 2
 LA1588
 LA1588.Superseded values are not recommended for survey control.
 LA1588
 LA1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1588.See file dsdata.pdf to determine how the superseded data were derived.
 LA1588
 LA1588_MARKER: DB = BENCH MARK DISK
 LA1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1588_STAMPING: R 26 1934
 LA1588_MARK LOGO: CGS
 LA1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1588+STABILITY: SURFACE MOTION
 LA1588
 LA1588  HISTORY     - Date     Condition        Report By
 LA1588  HISTORY     - 1934     MONUMENTED       CGS
 LA1588  HISTORY     - 1946     GOOD             CGS
 LA1588
 LA1588                          STATION DESCRIPTION
 LA1588
 LA1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1588'2.2 MI SW FROM MARION.
 LA1588'ABOUT 2.2 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1588'LOUIS RAILROAD FROM THE STATION AT MARION, ABOUT 0.2 MILE SOUTHWEST
 LA1588'OF THE CROSSING OF STATE HIGHWAY 9, ABOUT 125 YARDS SOUTH OF M.H.
 LA1588'MILFORDS LARGE WHITE FARM HOUSE, SET IN THE NORTHEAST ANGLE OF
 LA1588'THE CROSSING OF VALLEY AVENUE, 2 POLES WEST OF POLE 156/10, 29
 LA1588'FEET SOUTHEAST OF THE CENTER LINE OF VALLEY AVENUE, 18 FEET NORTHWEST
 LA1588'OF THE NORTHWEST RAIL OF THE TRACK, 10 FEET SOUTH OF A FENCE CORNER,
 LA1588'ABOUT 3 FEET BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LA1588'POST PROJECTING 6 INCHES.  NOTE-- THE CEMENT HAD CRUMBLED AWAY FROM
 LA1588'AROUND THE DISK BUT THE DISK WAS STILL TIGHTLY INTACT.  THIS PARTY
 LA1588'PACHED THE POST UP AROUND THE DISK SO THAT IT IS NOW IN GOOD SHAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2290 ***********************************************************************
 JZ2290  DESIGNATION -  R 260
 JZ2290  PID         -  JZ2290
 JZ2290  STATE/COUNTY-  IN/DECATUR
 JZ2290  COUNTRY     -  US
 JZ2290  USGS QUAD   -  FOREST HILL (2019)
 JZ2290
 JZ2290                         *CURRENT SURVEY CONTROL
 JZ2290  ______________________________________________________________________
 JZ2290* NAD 83(1986) POSITION- 39 18 26.     (N) 085 35 10.     (W)   SCALED
 JZ2290* NAVD 88 ORTHO HEIGHT -   259.955 (meters)      852.87  (feet) ADJUSTED
 JZ2290  ______________________________________________________________________
 JZ2290  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 JZ2290  DYNAMIC HEIGHT  -        259.793 (meters)      852.34  (feet) COMP
 JZ2290  MODELED GRAVITY -    979,998.2   (mgal)                       NAVD 88
 JZ2290
 JZ2290  VERT ORDER      -  SECOND    CLASS 0
 JZ2290
 JZ2290.The horizontal coordinates were scaled from a map and have
 JZ2290.an estimated accuracy of +/- 6 seconds.
 JZ2290
 JZ2290.The orthometric height was determined by differential leveling and
 JZ2290.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2290.in June 1991.
 JZ2290
 JZ2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2290.GEOID18 height accuracy estimate available here.
 JZ2290
 JZ2290.Click photographs - Photos may exist for this station.
 JZ2290
 JZ2290.The dynamic height is computed by dividing the NAVD 88
 JZ2290.geopotential number by the normal gravity value computed on the
 JZ2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2290.degrees latitude (g = 980.6199 gals.).
 JZ2290
 JZ2290.The modeled gravity was interpolated from observed gravity values.
 JZ2290
 JZ2290;                    North         East    Units  Estimated Accuracy
 JZ2290;SPC IN E     -   450,610.      106,950.      MT  (+/- 180 meters Scaled)
 JZ2290
 JZ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ219518(NAD 83)
 JZ2290
 JZ2290                          SUPERSEDED SURVEY CONTROL
 JZ2290
 JZ2290  NGVD 29 (??/??/92)  260.074  (m)          853.26   (f) ADJ UNCH    2 0
 JZ2290
 JZ2290.Superseded values are not recommended for survey control.
 JZ2290
 JZ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2290.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2290
 JZ2290_MARKER: DB = BENCH MARK DISK
 JZ2290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2290_SP_SET: CULVERT HEADWALL
 JZ2290_STAMPING: R 260 1947
 JZ2290_MARK LOGO: CGS
 JZ2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2290+STABILITY: SURFACE MOTION
 JZ2290
 JZ2290  HISTORY     - Date     Condition        Report By
 JZ2290  HISTORY     - 1947     MONUMENTED       CGS
 JZ2290
 JZ2290                          STATION DESCRIPTION
 JZ2290
 JZ2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2290'3.8 MI E FROM BURNEY.
 JZ2290'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2290'OFFICE AT BURNEY, THENCE ABOUT 2.0 MILES EAST ALONG A BLACK
 JZ2290'TOP ROAD, AND 1.0 MILE EAST ALONG STATE HIGHWAY 46, ABOUT 0.1
 JZ2290'MILE WEST OF A NORTH-SOUTH GRAVEL CROSS ROAD, SET IN THE TOP
 JZ2290'OF THE WEST END OF THE NORTH HEAD WALL OF A 3-FOOT CONCRETE
 JZ2290'BOX CULVERT, 30 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 JZ2290'LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1998 ***********************************************************************
 JZ1998  DESIGNATION -  R 261
 JZ1998  PID         -  JZ1998
 JZ1998  STATE/COUNTY-  IN/FRANKLIN
 JZ1998  COUNTRY     -  US
 JZ1998  USGS QUAD   -  METAMORA (2019)
 JZ1998
 JZ1998                         *CURRENT SURVEY CONTROL
 JZ1998  ______________________________________________________________________
 JZ1998* NAD 83(1986) POSITION- 39 23 59.     (N) 085 10 27.     (W)   SCALED
 JZ1998* NAVD 88 ORTHO HEIGHT -   295.154 (meters)      968.35  (feet) ADJUSTED
 JZ1998  ______________________________________________________________________
 JZ1998  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JZ1998  DYNAMIC HEIGHT  -        294.971 (meters)      967.75  (feet) COMP
 JZ1998  MODELED GRAVITY -    980,000.2   (mgal)                       NAVD 88
 JZ1998
 JZ1998  VERT ORDER      -  SECOND    CLASS 0
 JZ1998
 JZ1998.The horizontal coordinates were scaled from a map and have
 JZ1998.an estimated accuracy of +/- 6 seconds.
 JZ1998
 JZ1998.The orthometric height was determined by differential leveling and
 JZ1998.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1998.in June 1991.
 JZ1998
 JZ1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1998.GEOID18 height accuracy estimate available here.
 JZ1998
 JZ1998.Click photographs - Photos may exist for this station.
 JZ1998
 JZ1998.The dynamic height is computed by dividing the NAVD 88
 JZ1998.geopotential number by the normal gravity value computed on the
 JZ1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1998.degrees latitude (g = 980.6199 gals.).
 JZ1998
 JZ1998.The modeled gravity was interpolated from observed gravity values.
 JZ1998
 JZ1998;                    North         East    Units  Estimated Accuracy
 JZ1998;SPC IN E     -   460,990.      142,420.      MT  (+/- 180 meters Scaled)
 JZ1998
 JZ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ572627(NAD 83)
 JZ1998
 JZ1998                          SUPERSEDED SURVEY CONTROL
 JZ1998
 JZ1998  NGVD 29 (??/??/92)  295.306  (m)          968.85   (f) ADJ UNCH    2 0
 JZ1998
 JZ1998.Superseded values are not recommended for survey control.
 JZ1998
 JZ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1998.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1998
 JZ1998_MARKER: DB = BENCH MARK DISK
 JZ1998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1998_SP_SET: BUILDING
 JZ1998_STAMPING: R 261 1947
 JZ1998_MARK LOGO: CGS
 JZ1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1998
 JZ1998  HISTORY     - Date     Condition        Report By
 JZ1998  HISTORY     - 1947     MONUMENTED       CGS
 JZ1998
 JZ1998                          STATION DESCRIPTION
 JZ1998
 JZ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1998'AT PEPPERTOWN.
 JZ1998'AT PEPPERTOWN, ALONG STATE HIGHWAY 229, AT THE MAIN CROSSROADS,
 JZ1998'SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST CORNER OF THE
 JZ1998'ST. NICHOLAI LUTHERAN BRICK CHURCH, 1 FOOT SOUTH OF THE NORTHEAST
 JZ1998'CORNER AND 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1789 ***********************************************************************
 JZ1789  DESIGNATION -  R 263
 JZ1789  PID         -  JZ1789
 JZ1789  STATE/COUNTY-  IN/FAYETTE
 JZ1789  COUNTRY     -  US
 JZ1789  USGS QUAD   -  EVERTON (2019)
 JZ1789
 JZ1789                         *CURRENT SURVEY CONTROL
 JZ1789  ______________________________________________________________________
 JZ1789* NAD 83(1986) POSITION- 39 33 18.     (N) 085 02 51.     (W)   SCALED
 JZ1789* NAVD 88 ORTHO HEIGHT -   270.031 (meters)      885.93  (feet) ADJUSTED
 JZ1789  ______________________________________________________________________
 JZ1789  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 JZ1789  DYNAMIC HEIGHT  -        269.867 (meters)      885.39  (feet) COMP
 JZ1789  MODELED GRAVITY -    980,011.9   (mgal)                       NAVD 88
 JZ1789
 JZ1789  VERT ORDER      -  SECOND    CLASS 0
 JZ1789
 JZ1789.The horizontal coordinates were scaled from a map and have
 JZ1789.an estimated accuracy of +/- 6 seconds.
 JZ1789
 JZ1789.The orthometric height was determined by differential leveling and
 JZ1789.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1789.in June 1991.
 JZ1789
 JZ1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1789.GEOID18 height accuracy estimate available here.
 JZ1789
 JZ1789.Click photographs - Photos may exist for this station.
 JZ1789
 JZ1789.The dynamic height is computed by dividing the NAVD 88
 JZ1789.geopotential number by the normal gravity value computed on the
 JZ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1789.degrees latitude (g = 980.6199 gals.).
 JZ1789
 JZ1789.The modeled gravity was interpolated from observed gravity values.
 JZ1789
 JZ1789;                    North         East    Units  Estimated Accuracy
 JZ1789;SPC IN E     -   478,290.      153,210.      MT  (+/- 180 meters Scaled)
 JZ1789
 JZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ677801(NAD 83)
 JZ1789
 JZ1789                          SUPERSEDED SURVEY CONTROL
 JZ1789
 JZ1789  NGVD 29 (??/??/92)  270.181  (m)          886.42   (f) ADJ UNCH    2 0
 JZ1789
 JZ1789.Superseded values are not recommended for survey control.
 JZ1789
 JZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1789.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1789
 JZ1789_MARKER: DB = BENCH MARK DISK
 JZ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1789_STAMPING: R 263 1947
 JZ1789_MARK LOGO: CGS
 JZ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1789+STABILITY: SURFACE MOTION
 JZ1789
 JZ1789  HISTORY     - Date     Condition        Report By
 JZ1789  HISTORY     - 1947     MONUMENTED       CGS
 JZ1789
 JZ1789                          STATION DESCRIPTION
 JZ1789
 JZ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1789'4.5 MI S FROM ALQUINA.
 JZ1789'ABOUT 3.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JZ1789'CROSSROADS AT ALQUINA, THENCE ABOUT 0.5 MILE EAST AND 0.5 MILE
 JZ1789'SOUTH ALONG A GRAVEL ROAD ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF
 JZ1789'A ROAD EAST, 0.15 MILE SOUTH OF A BRIDGE OVER A CREEK, NEAR THE
 JZ1789'SOUTHEAST CORNER OF THE BARNYARD AT THE GOBELS FARM, ABOUT 200
 JZ1789'FEET SOUTH OF THE WEST CONCRETE HEAD WALL OF A 30-INCH PIPE
 JZ1789'CULVERT UNDER THE ROAD, 103 FEET SOUTH OF THE SOUTH FACE OF THE
 JZ1789'BARN, 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB,
 JZ1789'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.5 FEET SOUTHEAST
 JZ1789'OF A FENCE CORNER, 3 FEET EAST OF THE FENCE LINE, 2.5 FEET SOUTH
 JZ1789'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN
 JZ1789'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY
 JZ1789'BE REACHED FROM THE VILLAGE SQUARE AT FAIRFIELD, FRANKLIN COUNTY
 JZ1789'BY GOING ABOUT 0.3 MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK
 JZ1789'TOP ROAD, THENCE ABOUT 2.0 MILES NORTH, 2.9 MILES WEST AND
 JZ1789'1.0 MILE NORTH ALONG GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2017 ***********************************************************************
 JZ2017  DESIGNATION -  R 264
 JZ2017  PID         -  JZ2017
 JZ2017  STATE/COUNTY-  IN/FRANKLIN
 JZ2017  COUNTRY     -  US
 JZ2017  USGS QUAD   -  SPADES (2019)
 JZ2017
 JZ2017                         *CURRENT SURVEY CONTROL
 JZ2017  ______________________________________________________________________
 JZ2017* NAD 83(1986) POSITION- 39 21 43.     (N) 085 06 02.     (W)   SCALED
 JZ2017* NAVD 88 ORTHO HEIGHT -   284.674 (meters)      933.97  (feet) ADJUSTED
 JZ2017  ______________________________________________________________________
 JZ2017  GEOID HEIGHT    -        -34.068 (meters)                     GEOID18
 JZ2017  DYNAMIC HEIGHT  -        284.496 (meters)      933.38  (feet) COMP
 JZ2017  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 JZ2017
 JZ2017  VERT ORDER      -  SECOND    CLASS 0
 JZ2017
 JZ2017.The horizontal coordinates were scaled from a map and have
 JZ2017.an estimated accuracy of +/- 6 seconds.
 JZ2017
 JZ2017.The orthometric height was determined by differential leveling and
 JZ2017.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2017.in June 1991.
 JZ2017
 JZ2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2017.GEOID18 height accuracy estimate available here.
 JZ2017
 JZ2017.Click photographs - Photos may exist for this station.
 JZ2017
 JZ2017.The dynamic height is computed by dividing the NAVD 88
 JZ2017.geopotential number by the normal gravity value computed on the
 JZ2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2017.degrees latitude (g = 980.6199 gals.).
 JZ2017
 JZ2017.The modeled gravity was interpolated from observed gravity values.
 JZ2017
 JZ2017;                    North         East    Units  Estimated Accuracy
 JZ2017;SPC IN E     -   456,830.      148,790.      MT  (+/- 180 meters Scaled)
 JZ2017
 JZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ636586(NAD 83)
 JZ2017
 JZ2017                          SUPERSEDED SURVEY CONTROL
 JZ2017
 JZ2017  NGVD 29 (??/??/92)  284.838  (m)          934.51   (f) ADJ UNCH    2 0
 JZ2017
 JZ2017.Superseded values are not recommended for survey control.
 JZ2017
 JZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2017.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2017
 JZ2017_MARKER: DB = BENCH MARK DISK
 JZ2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2017_STAMPING: R 264 1947
 JZ2017_MARK LOGO: CGS
 JZ2017_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2017+STABILITY: SURFACE MOTION
 JZ2017
 JZ2017  HISTORY     - Date     Condition        Report By
 JZ2017  HISTORY     - 1947     MONUMENTED       CGS
 JZ2017  HISTORY     - 20230317 GOOD             INDOT
 JZ2017
 JZ2017                          STATION DESCRIPTION
 JZ2017
 JZ2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2017'1.4 MI NE FROM ST MARYS.
 JZ2017'ABOUT 1.2 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CATHOLIC
 JZ2017'CHURCH AT ST. MARYS, THENCE ABOUT 0.2 MILE EAST ALONG A GRAVEL
 JZ2017'ROAD, AT THE ENTRANCE DRIVE TO A FARM HOUSE ON THE NORTH SIDE
 JZ2017'OF THE GRAVEL ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 JZ2017'ROAD, 9.5 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, 14
 JZ2017'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 3 FEET WEST OF A
 JZ2017'GATE POST, 2 FEET SOUTH OF A WOODEN FENCE, 2 FEET EAST OF A
 JZ2017'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ2017'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 JZ2017'MAY BE REACHED FROM THE CATHOLIC CHURCH AT ST. PETER BY GOING
 JZ2017'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, THENCE
 JZ2017'ABOUT 1.05 MILE NORTH, ABOUT 0.25 MILE EAST, ABOUT 1.3 MILES
 JZ2017'NORTH AND ABOUT 1.8 MILES WEST-NORTHWEST AND SITE OF MARK.
 JZ2017
 JZ2017                          STATION RECOVERY (2023)
 JZ2017
 JZ2017'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2017'MARK WOULD MOST LIKELY ONLY BE SUITABLE FOR SATELLITE OBSERVATION
 JZ2017'DURING THE WINTER MONTHS WHEN THE TREES ARE VOID OF FOLIAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0940 ***********************************************************************
 JZ0940  DESIGNATION -  R 265
 JZ0940  PID         -  JZ0940
 JZ0940  STATE/COUNTY-  IN/FRANKLIN
 JZ0940  COUNTRY     -  US
 JZ0940  USGS QUAD   -  WHITCOMB (2019)
 JZ0940
 JZ0940                         *CURRENT SURVEY CONTROL
 JZ0940  ______________________________________________________________________
 JZ0940* NAD 83(1986) POSITION- 39 25 00.     (N) 084 54 40.     (W)   SCALED
 JZ0940* NAVD 88 ORTHO HEIGHT -   273.530 (meters)      897.41  (feet) ADJUSTED
 JZ0940  ______________________________________________________________________
 JZ0940  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 JZ0940  DYNAMIC HEIGHT  -        273.369 (meters)      896.88  (feet) COMP
 JZ0940  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 JZ0940
 JZ0940  VERT ORDER      -  SECOND    CLASS 0
 JZ0940
 JZ0940.The horizontal coordinates were scaled from a map and have
 JZ0940.an estimated accuracy of +/- 6 seconds.
 JZ0940
 JZ0940.The orthometric height was determined by differential leveling and
 JZ0940.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0940.in June 1991.
 JZ0940
 JZ0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0940.GEOID18 height accuracy estimate available here.
 JZ0940
 JZ0940.Click photographs - Photos may exist for this station.
 JZ0940
 JZ0940.The dynamic height is computed by dividing the NAVD 88
 JZ0940.geopotential number by the normal gravity value computed on the
 JZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0940.degrees latitude (g = 980.6199 gals.).
 JZ0940
 JZ0940.The modeled gravity was interpolated from observed gravity values.
 JZ0940
 JZ0940;                    North         East    Units  Estimated Accuracy
 JZ0940;SPC IN E     -   463,030.      165,060.      MT  (+/- 180 meters Scaled)
 JZ0940
 JZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ798650(NAD 83)
 JZ0940
 JZ0940                          SUPERSEDED SURVEY CONTROL
 JZ0940
 JZ0940  NGVD 29 (??/??/92)  273.710  (m)          898.00   (f) ADJ UNCH    2 0
 JZ0940
 JZ0940.Superseded values are not recommended for survey control.
 JZ0940
 JZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0940.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0940
 JZ0940_MARKER: DB = BENCH MARK DISK
 JZ0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0940_STAMPING: R 265 1947
 JZ0940_MARK LOGO: CGS
 JZ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0940+STABILITY: SURFACE MOTION
 JZ0940
 JZ0940  HISTORY     - Date     Condition        Report By
 JZ0940  HISTORY     - 1947     MONUMENTED       CGS
 JZ0940
 JZ0940                          STATION DESCRIPTION
 JZ0940
 JZ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0940'2.2 MI W FROM MT CARMEL.
 JZ0940'2.2 MILES WEST ALONG STATE HIGHWAY 252 FROM THE PRESBYTERIAN
 JZ0940'CHURCH AT MT. CARMEL, ABOUT 0.9 MILE EAST OF THE CROSSROADS AT
 JZ0940'PALESTINE, ABOUT 0.35 MILE WEST OF A COVERED BRIDGE OVER CEDAR
 JZ0940'CREEK, ABOUT 0.15 MILE EAST OF THE CREST OF A GRADE AND A FARM
 JZ0940'HOUSE ON THE NORTH SIDE OF THE HIGHWAY, SET AT A T FENCE CORNER
 JZ0940'IN THE NORTH RIGHT-OF-WAY FENCE, 18 FEET NORTH OF THE CENTER
 JZ0940'LINE OF THE HIGHWAY, 16.5 FEET WEST OF THE FENCE CORNER AND GATE
 JZ0940'POST, ABOUT 6 YARDS WEST OF A NORTH-SOUTH WOODEN POLE POWER LINE
 JZ0940'CROSSING THE ROAD, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST
 JZ0940'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY
 JZ0940'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2275 ***********************************************************************
 JZ2275  DESIGNATION -  R 266
 JZ2275  PID         -  JZ2275
 JZ2275  STATE/COUNTY-  IN/DECATUR
 JZ2275  COUNTRY     -  US
 JZ2275  USGS QUAD   -  FOREST HILL (2019)
 JZ2275
 JZ2275                         *CURRENT SURVEY CONTROL
 JZ2275  ______________________________________________________________________
 JZ2275* NAD 83(1986) POSITION- 39 21 52.     (N) 085 36 59.     (W)   SCALED
 JZ2275* NAVD 88 ORTHO HEIGHT -   250.930 (meters)      823.26  (feet) ADJUSTED
 JZ2275  ______________________________________________________________________
 JZ2275  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 JZ2275  DYNAMIC HEIGHT  -        250.775 (meters)      822.75  (feet) COMP
 JZ2275  MODELED GRAVITY -    980,005.2   (mgal)                       NAVD 88
 JZ2275
 JZ2275  VERT ORDER      -  SECOND    CLASS 0
 JZ2275
 JZ2275.The horizontal coordinates were scaled from a map and have
 JZ2275.an estimated accuracy of +/- 6 seconds.
 JZ2275
 JZ2275.The orthometric height was determined by differential leveling and
 JZ2275.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2275.in June 1991.
 JZ2275
 JZ2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2275.GEOID18 height accuracy estimate available here.
 JZ2275
 JZ2275.Click photographs - Photos may exist for this station.
 JZ2275
 JZ2275.The dynamic height is computed by dividing the NAVD 88
 JZ2275.geopotential number by the normal gravity value computed on the
 JZ2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2275.degrees latitude (g = 980.6199 gals.).
 JZ2275
 JZ2275.The modeled gravity was interpolated from observed gravity values.
 JZ2275
 JZ2275;                    North         East    Units  Estimated Accuracy
 JZ2275;SPC IN E     -   456,960.      104,330.      MT  (+/- 180 meters Scaled)
 JZ2275
 JZ2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ191581(NAD 83)
 JZ2275
 JZ2275                          SUPERSEDED SURVEY CONTROL
 JZ2275
 JZ2275  NGVD 29 (??/??/92)  251.046  (m)          823.64   (f) ADJ UNCH    2 0
 JZ2275
 JZ2275.Superseded values are not recommended for survey control.
 JZ2275
 JZ2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2275.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2275
 JZ2275_MARKER: DB = BENCH MARK DISK
 JZ2275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2275_SP_SET: BOX CULVERT HEADWALL
 JZ2275_STAMPING: R 266 1947
 JZ2275_MARK LOGO: CGS
 JZ2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2275+STABILITY: SURFACE MOTION
 JZ2275
 JZ2275  HISTORY     - Date     Condition        Report By
 JZ2275  HISTORY     - 1947     MONUMENTED       CGS
 JZ2275
 JZ2275                          STATION DESCRIPTION
 JZ2275
 JZ2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2275'1.4 MI N FROM CLIFTY.
 JZ2275'ABOUT 1.35 MILE NORTH ALONG THE CLIFTY-ST. PAUL ROAD FROM THE
 JZ2275'POST OFFICE AT CLIFTY, ABOUT 0.3 MILE SOUTH OF THE INTERSECTION
 JZ2275'WITH AN EAST-WEST PAVED ROAD, IN THE SOUTHWEST QUARTER OF THE
 JZ2275'JUNCTION WITH A GRAVEL ROAD LEADING WEST, SET IN THE CENTER OF
 JZ2275'THE TOP OF THE WEST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 JZ2275'26.5 FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD, 10 FEET
 JZ2275'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET ABOVE
 JZ2275'ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2264 ***********************************************************************
 JZ2264  DESIGNATION -  R 267
 JZ2264  PID         -  JZ2264
 JZ2264  STATE/COUNTY-  IN/SHELBY
 JZ2264  COUNTRY     -  US
 JZ2264  USGS QUAD   -  WALDRON (2019)
 JZ2264
 JZ2264                         *CURRENT SURVEY CONTROL
 JZ2264  ______________________________________________________________________
 JZ2264* NAD 83(1986) POSITION- 39 23 03.     (N) 085 41 20.     (W)   SCALED
 JZ2264* NAVD 88 ORTHO HEIGHT -   249.187 (meters)      817.54  (feet) ADJUSTED
 JZ2264  ______________________________________________________________________
 JZ2264  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 JZ2264  DYNAMIC HEIGHT  -        249.035 (meters)      817.04  (feet) COMP
 JZ2264  MODELED GRAVITY -    980,012.3   (mgal)                       NAVD 88
 JZ2264
 JZ2264  VERT ORDER      -  SECOND    CLASS 0
 JZ2264
 JZ2264.The horizontal coordinates were scaled from a map and have
 JZ2264.an estimated accuracy of +/- 6 seconds.
 JZ2264
 JZ2264.The orthometric height was determined by differential leveling and
 JZ2264.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2264.in June 1991.
 JZ2264
 JZ2264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2264.GEOID18 height accuracy estimate available here.
 JZ2264
 JZ2264.Click photographs - Photos may exist for this station.
 JZ2264
 JZ2264.The dynamic height is computed by dividing the NAVD 88
 JZ2264.geopotential number by the normal gravity value computed on the
 JZ2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2264.degrees latitude (g = 980.6199 gals.).
 JZ2264
 JZ2264.The modeled gravity was interpolated from observed gravity values.
 JZ2264
 JZ2264;                    North         East    Units  Estimated Accuracy
 JZ2264;SPC IN E     -   459,150.       98,090.      MT  (+/- 180 meters Scaled)
 JZ2264
 JZ2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ129602(NAD 83)
 JZ2264
 JZ2264                          SUPERSEDED SURVEY CONTROL
 JZ2264
 JZ2264  NGVD 29 (??/??/92)  249.304  (m)          817.92   (f) ADJ UNCH    2 0
 JZ2264
 JZ2264.Superseded values are not recommended for survey control.
 JZ2264
 JZ2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2264.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2264
 JZ2264_MARKER: DB = BENCH MARK DISK
 JZ2264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2264_SP_SET: BOX CULVERT HEADWALL
 JZ2264_STAMPING: R 267 1947
 JZ2264_MARK LOGO: CGS
 JZ2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2264+STABILITY: SURFACE MOTION
 JZ2264
 JZ2264  HISTORY     - Date     Condition        Report By
 JZ2264  HISTORY     - 1947     MONUMENTED       CGS
 JZ2264
 JZ2264                          STATION DESCRIPTION
 JZ2264
 JZ2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2264'1.8 MI SE FROM GENEVA.
 JZ2264'ABOUT 1.8 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2264'CHURCH AT GENEVA, IN THE NORTHEAST ANGLE OF A JUNCTION WITH
 JZ2264'A ROAD LEADING NORTH, SET IN THE TOP OF THE WEST END OF THE
 JZ2264'NORTH HEADWALL OF A 9-FOOT CONCRETE BOX CULVERT OVER A SMALL
 JZ2264'STREAM, 53 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 11
 JZ2264'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD AND ABOUT
 JZ2264'1 1/2 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2179 ***********************************************************************
 JZ2179  DESIGNATION -  R 268
 JZ2179  PID         -  JZ2179
 JZ2179  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2179  COUNTRY     -  US
 JZ2179  USGS QUAD   -  HOPE (2019)
 JZ2179
 JZ2179                         *CURRENT SURVEY CONTROL
 JZ2179  ______________________________________________________________________
 JZ2179* NAD 83(1986) POSITION- 39 18 00.1    (N) 085 46 19.1    (W)   HD_HELD2
 JZ2179* NAVD 88 ORTHO HEIGHT -   220.208 (meters)      722.47  (feet) ADJUSTED
 JZ2179  ______________________________________________________________________
 JZ2179  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2179  DYNAMIC HEIGHT  -        220.073 (meters)      722.02  (feet) COMP
 JZ2179  MODELED GRAVITY -    980,009.4   (mgal)                       NAVD 88
 JZ2179
 JZ2179  VERT ORDER      -  SECOND    CLASS 0
 JZ2179
 JZ2179.The horizontal coordinates were established by autonomous hand held GPS
 JZ2179.observations and have an estimated accuracy of +/- 10 meters.
 JZ2179
 JZ2179.The orthometric height was determined by differential leveling and
 JZ2179.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2179.in June 1991.
 JZ2179
 JZ2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2179.GEOID18 height accuracy estimate available here.
 JZ2179
 JZ2179.Click photographs - Photos may exist for this station.
 JZ2179
 JZ2179.The dynamic height is computed by dividing the NAVD 88
 JZ2179.geopotential number by the normal gravity value computed on the
 JZ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2179.degrees latitude (g = 980.6199 gals.).
 JZ2179
 JZ2179.The modeled gravity was interpolated from observed gravity values.
 JZ2179
 JZ2179;                    North         East    Units  Estimated Accuracy
 JZ2179;SPC IN E     -   449,809.       90,917.      MT  (+/- 10 meters HH2 GPS)
 JZ2179
 JZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0588850790(NAD 83)
 JZ2179
 JZ2179                          SUPERSEDED SURVEY CONTROL
 JZ2179
 JZ2179  NGVD 29 (??/??/92)  220.327  (m)          722.86   (f) ADJ UNCH    2 0
 JZ2179
 JZ2179.Superseded values are not recommended for survey control.
 JZ2179
 JZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2179.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2179
 JZ2179_MARKER: DB = BENCH MARK DISK
 JZ2179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2179_SP_SET: WATER TABLE
 JZ2179_STAMPING: R 268 1947
 JZ2179_MARK LOGO: CGS
 JZ2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2179+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2010
 JZ2179
 JZ2179  HISTORY     - Date     Condition        Report By
 JZ2179  HISTORY     - 1947     MONUMENTED       CGS
 JZ2179  HISTORY     - 20100419 GOOD             INDNR
 JZ2179
 JZ2179                          STATION DESCRIPTION
 JZ2179
 JZ2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2179'AT HOPE.
 JZ2179'AT HOPE, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER
 JZ2179'OF THE MORAVIAN CHURCH BUILDING, IN THE FACE OF THE STONE
 JZ2179'WATER TABLE, 2.0 FEET ABOVE THE GROUND AND 3.7 FEET NORTH OF
 JZ2179'THE CORNER.
 JZ2179
 JZ2179                          STATION RECOVERY (2010)
 JZ2179
 JZ2179'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2145 ***********************************************************************
 JZ2145  DESIGNATION -  R 269
 JZ2145  PID         -  JZ2145
 JZ2145  STATE/COUNTY-  IN/SHELBY
 JZ2145  COUNTRY     -  US
 JZ2145  USGS QUAD   -  WALDRON (2019)
 JZ2145
 JZ2145                         *CURRENT SURVEY CONTROL
 JZ2145  ______________________________________________________________________
 JZ2145* NAD 83(1986) POSITION- 39 28 41.     (N) 085 42 21.     (W)   SCALED
 JZ2145* NAVD 88 ORTHO HEIGHT -   256.583 (meters)      841.81  (feet) ADJUSTED
 JZ2145  ______________________________________________________________________
 JZ2145  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 JZ2145  DYNAMIC HEIGHT  -        256.429 (meters)      841.30  (feet) COMP
 JZ2145  MODELED GRAVITY -    980,023.2   (mgal)                       NAVD 88
 JZ2145
 JZ2145  VERT ORDER      -  FIRST     CLASS II
 JZ2145
 JZ2145.The horizontal coordinates were scaled from a map and have
 JZ2145.an estimated accuracy of +/- 6 seconds.
 JZ2145
 JZ2145.The orthometric height was determined by differential leveling and
 JZ2145.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2145.in June 1991.
 JZ2145
 JZ2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2145.GEOID18 height accuracy estimate available here.
 JZ2145
 JZ2145.Click photographs - Photos may exist for this station.
 JZ2145
 JZ2145.The dynamic height is computed by dividing the NAVD 88
 JZ2145.geopotential number by the normal gravity value computed on the
 JZ2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2145.degrees latitude (g = 980.6199 gals.).
 JZ2145
 JZ2145.The modeled gravity was interpolated from observed gravity values.
 JZ2145
 JZ2145;                    North         East    Units  Estimated Accuracy
 JZ2145;SPC IN E     -   469,570.       96,630.      MT  (+/- 180 meters Scaled)
 JZ2145
 JZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ113706(NAD 83)
 JZ2145
 JZ2145                          SUPERSEDED SURVEY CONTROL
 JZ2145
 JZ2145  NGVD 29 (??/??/92)  256.695  (m)          842.17   (f) ADJ UNCH    1 2
 JZ2145
 JZ2145.Superseded values are not recommended for survey control.
 JZ2145
 JZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2145.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2145
 JZ2145_MARKER: DB = BENCH MARK DISK
 JZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2145_STAMPING: R 269 1947
 JZ2145_MARK LOGO: CGS
 JZ2145_PROJECTION: FLUSH
 JZ2145_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2145+STABILITY: SURFACE MOTION
 JZ2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2145+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 JZ2145
 JZ2145  HISTORY     - Date     Condition        Report By
 JZ2145  HISTORY     - 1947     MONUMENTED       CGS
 JZ2145  HISTORY     - 1986     GOOD             NGS
 JZ2145  HISTORY     - 20220818 GOOD             INDOT
 JZ2145
 JZ2145                          STATION DESCRIPTION
 JZ2145
 JZ2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2145'2.6 MI NW FROM WALDRON.
 JZ2145'ABOUT 2.65 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2145'FROM THE STATION AT WALDRON, AT PRESCOTT, 4 1/2 RAILS SOUTHEAST
 JZ2145'OF THE CENTER LINE OF A FARM LANE CROSSING, 11 FEET NORTHEAST OF
 JZ2145'THE NORTHEAST RAIL, 6.5 FEET NORTH OF MILE POST 78, 40 FEET SOUTH
 JZ2145'OF THE SOUTH CORNER OF AN ABANDONED GRAIN ELEVATOR, 2 FEET
 JZ2145'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 JZ2145'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2145
 JZ2145                          STATION RECOVERY (1986)
 JZ2145
 JZ2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2145'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 JZ2145'WESTERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH INTERSTATE
 JZ2145'HIGHWAY 74 IN SHELBYVILLE, THENCE 7.5 KM (4.65 MI) SOUTHEASTERLY ALONG
 JZ2145'THE CONRAIL RAILROAD.
 JZ2145
 JZ2145                          STATION RECOVERY (2022)
 JZ2145
 JZ2145'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0746 ***********************************************************************
 LB0746  DESIGNATION -  R 27
 LB0746  PID         -  LB0746
 LB0746  STATE/COUNTY-  IN/CLINTON
 LB0746  COUNTRY     -  US
 LB0746  USGS QUAD   -  FRANKFORT (2019)
 LB0746
 LB0746                         *CURRENT SURVEY CONTROL
 LB0746  ______________________________________________________________________
 LB0746* NAD 83(1986) POSITION- 40 16 56.     (N) 086 31 06.     (W)   SCALED
 LB0746* NAVD 88 ORTHO HEIGHT -   262.500 (meters)      861.22  (feet) ADJUSTED
 LB0746  ______________________________________________________________________
 LB0746  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 LB0746  DYNAMIC HEIGHT  -        262.363 (meters)      860.77  (feet) COMP
 LB0746  MODELED GRAVITY -    980,096.1   (mgal)                       NAVD 88
 LB0746
 LB0746  VERT ORDER      -  SECOND    CLASS 0
 LB0746
 LB0746.The horizontal coordinates were scaled from a map and have
 LB0746.an estimated accuracy of +/- 6 seconds.
 LB0746
 LB0746.The orthometric height was determined by differential leveling and
 LB0746.adjusted by the NATIONAL GEODETIC SURVEY
 LB0746.in June 1991.
 LB0746
 LB0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0746.GEOID18 height accuracy estimate available here.
 LB0746
 LB0746.Click photographs - Photos may exist for this station.
 LB0746
 LB0746.The dynamic height is computed by dividing the NAVD 88
 LB0746.geopotential number by the normal gravity value computed on the
 LB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0746.degrees latitude (g = 980.6199 gals.).
 LB0746
 LB0746.The modeled gravity was interpolated from observed gravity values.
 LB0746
 LB0746;                    North         East    Units  Estimated Accuracy
 LB0746;SPC IN W     -   559,010.      948,050.      MT  (+/- 180 meters Scaled)
 LB0746
 LB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK409591(NAD 83)
 LB0746
 LB0746                          SUPERSEDED SURVEY CONTROL
 LB0746
 LB0746  NGVD 29 (??/??/92)  262.605  (m)          861.56   (f) ADJ UNCH    2 0
 LB0746
 LB0746.Superseded values are not recommended for survey control.
 LB0746
 LB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0746.See file dsdata.pdf to determine how the superseded data were derived.
 LB0746
 LB0746_MARKER: DB = BENCH MARK DISK
 LB0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0746_STAMPING: R 27 1934
 LB0746_MARK LOGO: CGS
 LB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0746+STABILITY: SURFACE MOTION
 LB0746
 LB0746  HISTORY     - Date     Condition        Report By
 LB0746  HISTORY     - 1934     MONUMENTED       CGS
 LB0746  HISTORY     - 1946     GOOD             CGS
 LB0746
 LB0746                          STATION DESCRIPTION
 LB0746
 LB0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0746'AT FRANKFORT.
 LB0746'AT FRANKFORT, CLINTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.1
 LB0746'MILE NORTH OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND
 LB0746'LOUISVILLE RAILWAY, 37 YARDS SOUTH OF THE CROSSING OF THE NEW
 LB0746'YORK, CHICAGO AND ST. LOUIS RAILWAY, 37 YARDS SOUTH OF THE
 LB0746'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RIALROAD, 9 YARDS
 LB0746'WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD MAIN TRACK,
 LB0746'AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LB0746'DISK, STAMPED R 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0746'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2156 ***********************************************************************
 JZ2156  DESIGNATION -  R 270
 JZ2156  PID         -  JZ2156
 JZ2156  STATE/COUNTY-  IN/JENNINGS
 JZ2156  COUNTRY     -  US
 JZ2156  USGS QUAD   -  NORTH VERNON (2019)
 JZ2156
 JZ2156                         *CURRENT SURVEY CONTROL
 JZ2156  ______________________________________________________________________
 JZ2156* NAD 83(1986) POSITION- 39 03 25.     (N) 085 43 09.     (W)   SCALED
 JZ2156* NAVD 88 ORTHO HEIGHT -   209.469 (meters)      687.23  (feet) ADJUSTED
 JZ2156  ______________________________________________________________________
 JZ2156  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ2156  DYNAMIC HEIGHT  -        209.337 (meters)      686.80  (feet) COMP
 JZ2156  MODELED GRAVITY -    979,994.8   (mgal)                       NAVD 88
 JZ2156
 JZ2156  VERT ORDER      -  SECOND    CLASS 0
 JZ2156
 JZ2156.The horizontal coordinates were scaled from a map and have
 JZ2156.an estimated accuracy of +/- 6 seconds.
 JZ2156
 JZ2156.The orthometric height was determined by differential leveling and
 JZ2156.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2156.in June 1991.
 JZ2156
 JZ2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2156.GEOID18 height accuracy estimate available here.
 JZ2156
 JZ2156.Click photographs - Photos may exist for this station.
 JZ2156
 JZ2156.The dynamic height is computed by dividing the NAVD 88
 JZ2156.geopotential number by the normal gravity value computed on the
 JZ2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2156.degrees latitude (g = 980.6199 gals.).
 JZ2156
 JZ2156.The modeled gravity was interpolated from observed gravity values.
 JZ2156
 JZ2156;                    North         East    Units  Estimated Accuracy
 JZ2156;SPC IN E     -   422,820.       95,460.      MT  (+/- 180 meters Scaled)
 JZ2156
 JZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ108238(NAD 83)
 JZ2156
 JZ2156                          SUPERSEDED SURVEY CONTROL
 JZ2156
 JZ2156  NGVD 29 (??/??/92)  209.591  (m)          687.63   (f) ADJ UNCH    2 0
 JZ2156
 JZ2156.Superseded values are not recommended for survey control.
 JZ2156
 JZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2156.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2156
 JZ2156_MARKER: DB = BENCH MARK DISK
 JZ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2156_STAMPING: R 270 1947
 JZ2156_MARK LOGO: CGS
 JZ2156_PROJECTION: FLUSH
 JZ2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2156+STABILITY: SURFACE MOTION
 JZ2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2156+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 JZ2156
 JZ2156  HISTORY     - Date     Condition        Report By
 JZ2156  HISTORY     - 1947     MONUMENTED       CGS
 JZ2156  HISTORY     - 20220712 GOOD             INDOT
 JZ2156
 JZ2156                          STATION DESCRIPTION
 JZ2156
 JZ2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2156'1.6 MI S FROM SCIPIO.
 JZ2156'ABOUT 1.65 MILES SOUTH ALONG A COUNTY ROAD FROM THE PRESBYTERIAN
 JZ2156'CHURCH AT SCIPIO, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 JZ2156'OF AN EAST-WEST CROSS ROAD, 32 FEET WEST OF THE CENTER LINE
 JZ2156'OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF THE CENTER LINE OF
 JZ2156'THE EAST-WEST ROAD, 8 FEET WEST OF A FENCE CORNER POST, 1 FOOT
 JZ2156'NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2156'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ2156'POST PROJECTING 6 INCHES.
 JZ2156
 JZ2156                          STATION RECOVERY (2022)
 JZ2156
 JZ2156'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2156'MARK WAS FOUND IN GOOD CONDITION BUT IS UNDERNEATH A FENCE MAKING IT
 JZ2156'DIFFICULT TO SET UP ON.  THERE IS ALSO A WOOD LOT OF LARGE DENSE TREES
 JZ2156'DIRECTLY IN THE SOUTHWEST QUADRANT MAKING IT DIFFICULT TO GET A
 JZ2156'QUALITY GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2205 ***********************************************************************
 JZ2205  DESIGNATION -  R 271
 JZ2205  PID         -  JZ2205
 JZ2205  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2205  COUNTRY     -  US
 JZ2205  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2205
 JZ2205                         *CURRENT SURVEY CONTROL
 JZ2205  ______________________________________________________________________
 JZ2205* NAD 83(1986) POSITION- 39 08 37.     (N) 085 45 43.     (W)   SCALED
 JZ2205* NAVD 88 ORTHO HEIGHT -   213.302 (meters)      699.81  (feet) ADJUSTED
 JZ2205  ______________________________________________________________________
 JZ2205  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 JZ2205  DYNAMIC HEIGHT  -        213.169 (meters)      699.37  (feet) COMP
 JZ2205  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 JZ2205
 JZ2205  VERT ORDER      -  SECOND    CLASS 0
 JZ2205
 JZ2205.The horizontal coordinates were scaled from a map and have
 JZ2205.an estimated accuracy of +/- 6 seconds.
 JZ2205
 JZ2205.The orthometric height was determined by differential leveling and
 JZ2205.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2205.in June 1991.
 JZ2205
 JZ2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2205.GEOID18 height accuracy estimate available here.
 JZ2205
 JZ2205.Click photographs - Photos may exist for this station.
 JZ2205
 JZ2205.The dynamic height is computed by dividing the NAVD 88
 JZ2205.geopotential number by the normal gravity value computed on the
 JZ2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2205.degrees latitude (g = 980.6199 gals.).
 JZ2205
 JZ2205.The modeled gravity was interpolated from observed gravity values.
 JZ2205
 JZ2205;                    North         East    Units  Estimated Accuracy
 JZ2205;SPC IN E     -   432,440.       91,760.      MT  (+/- 180 meters Scaled)
 JZ2205
 JZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ069334(NAD 83)
 JZ2205
 JZ2205                          SUPERSEDED SURVEY CONTROL
 JZ2205
 JZ2205  NGVD 29 (??/??/92)  213.424  (m)          700.21   (f) ADJ UNCH    2 0
 JZ2205
 JZ2205.Superseded values are not recommended for survey control.
 JZ2205
 JZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2205.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2205
 JZ2205_MARKER: DB = BENCH MARK DISK
 JZ2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2205_STAMPING: R 271 1947
 JZ2205_MARK LOGO: CGS
 JZ2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2205+STABILITY: SURFACE MOTION
 JZ2205
 JZ2205  HISTORY     - Date     Condition        Report By
 JZ2205  HISTORY     - 1947     MONUMENTED       CGS
 JZ2205
 JZ2205                          STATION DESCRIPTION
 JZ2205
 JZ2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2205'2.4 MI SW FROM GRAMMER.
 JZ2205'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ2205'GRAMMER, THENCE ABOUT 2.1 MILES WEST ALONG A COUNTY ROAD, AT THE
 JZ2205'T JUNCTION OF A GRAVEL ROAD SOUTH, 33 FEET WEST OF THE CENTER
 JZ2205'LINE OF THE ROAD SOUTH, 20.5 FEET SOUTH OF THE CENTER LINE OF
 JZ2205'THE EAST-WEST ROAD, 17 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 JZ2205'OF THE FENCE LINE, 16 FEET WEST OF A TELEPHONE POLE AND IN LINE
 JZ2205'WITH THE ROW OF POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2205'POST, ABOUT 1 FOOT ABOVE THE ROADS AND SET IN THE TOP OF A
 JZ2205'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1821 ***********************************************************************
 JZ1821  DESIGNATION -  R 272
 JZ1821  PID         -  JZ1821
 JZ1821  STATE/COUNTY-  IN/RIPLEY
 JZ1821  COUNTRY     -  US
 JZ1821  USGS QUAD   -  BATESVILLE (2019)
 JZ1821
 JZ1821                         *CURRENT SURVEY CONTROL
 JZ1821  ______________________________________________________________________
 JZ1821* NAD 83(1986) POSITION- 39 16 35.     (N) 085 09 33.     (W)   SCALED
 JZ1821* NAVD 88 ORTHO HEIGHT -   302.415 (meters)      992.17  (feet) ADJUSTED
 JZ1821  ______________________________________________________________________
 JZ1821  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 JZ1821  DYNAMIC HEIGHT  -        302.224 (meters)      991.55  (feet) COMP
 JZ1821  MODELED GRAVITY -    979,989.5   (mgal)                       NAVD 88
 JZ1821
 JZ1821  VERT ORDER      -  FIRST     CLASS II
 JZ1821
 JZ1821.The horizontal coordinates were scaled from a map and have
 JZ1821.an estimated accuracy of +/- 6 seconds.
 JZ1821
 JZ1821.The orthometric height was determined by differential leveling and
 JZ1821.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1821.in June 1991.
 JZ1821
 JZ1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1821.GEOID18 height accuracy estimate available here.
 JZ1821
 JZ1821.Click photographs - Photos may exist for this station.
 JZ1821
 JZ1821.The dynamic height is computed by dividing the NAVD 88
 JZ1821.geopotential number by the normal gravity value computed on the
 JZ1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1821.degrees latitude (g = 980.6199 gals.).
 JZ1821
 JZ1821.The modeled gravity was interpolated from observed gravity values.
 JZ1821
 JZ1821;                    North         East    Units  Estimated Accuracy
 JZ1821;SPC IN E     -   447,300.      143,790.      MT  (+/- 180 meters Scaled)
 JZ1821
 JZ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ587490(NAD 83)
 JZ1821
 JZ1821                          SUPERSEDED SURVEY CONTROL
 JZ1821
 JZ1821  NGVD 29 (??/??/92)  302.566  (m)          992.67   (f) ADJ UNCH    1 2
 JZ1821
 JZ1821.Superseded values are not recommended for survey control.
 JZ1821
 JZ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1821.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1821
 JZ1821_MARKER: DB = BENCH MARK DISK
 JZ1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1821_STAMPING: R 272 1947
 JZ1821_MARK LOGO: CGS
 JZ1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1821+STABILITY: SURFACE MOTION
 JZ1821
 JZ1821  HISTORY     - Date     Condition        Report By
 JZ1821  HISTORY     - 1947     MONUMENTED       CGS
 JZ1821  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1821
 JZ1821                          STATION DESCRIPTION
 JZ1821
 JZ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1821'1.1 MI SE FROM MORRIS.
 JZ1821'ABOUT 1.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1821'FROM THE STATION AT MORRIS, AT A FARM LANE CROSSING, 28 FEET
 JZ1821'NORTHEAST OF THE NORTHEAST RAIL, 23 FEET NORTHWEST OF THE CENTER
 JZ1821'LINE OF THE FARM LANE, 12.5 FEET SOUTHWEST OF THE R/W FENCE
 JZ1821'LINE, 6 FEET SOUTHEAST OF POLE NO. 44/15, 2 FEET NORTHWEST OF A
 JZ1821'WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND SET
 JZ1821'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1821
 JZ1821                          STATION RECOVERY (1986)
 JZ1821
 JZ1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1821'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0910 ***********************************************************************
 JZ0910  DESIGNATION -  R 273
 JZ0910  PID         -  JZ0910
 JZ0910  STATE/COUNTY-  IN/DEARBORN
 JZ0910  COUNTRY     -  US
 JZ0910  USGS QUAD   -  HOOVEN (2016)
 JZ0910
 JZ0910                         *CURRENT SURVEY CONTROL
 JZ0910  ______________________________________________________________________
 JZ0910* NAD 83(1986) POSITION- 39 11 20.     (N) 084 52 01.     (W)   SCALED
 JZ0910* NAVD 88 ORTHO HEIGHT -   252.275 (meters)      827.67  (feet) ADJUSTED
 JZ0910  ______________________________________________________________________
 JZ0910  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ0910  DYNAMIC HEIGHT  -        252.118 (meters)      827.16  (feet) COMP
 JZ0910  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 JZ0910
 JZ0910  VERT ORDER      -  SECOND    CLASS 0
 JZ0910
 JZ0910.The horizontal coordinates were scaled from a map and have
 JZ0910.an estimated accuracy of +/- 6 seconds.
 JZ0910
 JZ0910.The orthometric height was determined by differential leveling and
 JZ0910.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0910.in June 1991.
 JZ0910
 JZ0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0910.GEOID18 height accuracy estimate available here.
 JZ0910
 JZ0910.Click photographs - Photos may exist for this station.
 JZ0910
 JZ0910.The dynamic height is computed by dividing the NAVD 88
 JZ0910.geopotential number by the normal gravity value computed on the
 JZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0910.degrees latitude (g = 980.6199 gals.).
 JZ0910
 JZ0910.The modeled gravity was interpolated from observed gravity values.
 JZ0910
 JZ0910;                    North         East    Units  Estimated Accuracy
 JZ0910;SPC IN E     -   437,770.      169,090.      MT  (+/- 180 meters Scaled)
 JZ0910
 JZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ842399(NAD 83)
 JZ0910
 JZ0910                          SUPERSEDED SURVEY CONTROL
 JZ0910
 JZ0910  NGVD 29 (??/??/92)  252.476  (m)          828.33   (f) ADJ UNCH    2 0
 JZ0910
 JZ0910.Superseded values are not recommended for survey control.
 JZ0910
 JZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0910.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0910
 JZ0910_MARKER: DB = BENCH MARK DISK
 JZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0910_STAMPING: R 273 1947
 JZ0910_MARK LOGO: CGS
 JZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0910+STABILITY: SURFACE MOTION
 JZ0910
 JZ0910  HISTORY     - Date     Condition        Report By
 JZ0910  HISTORY     - 1947     MONUMENTED       CGS
 JZ0910
 JZ0910                          STATION DESCRIPTION
 JZ0910
 JZ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0910'2.5 MI SW FROM BRIGHT.
 JZ0910'2.5 MILES SOUTHWEST ALONG A WINDING ROAD FROM THE PROVIDENCE
 JZ0910'PRESBYTERIAN CHURCH AT BRIGHT, AT THE LOUIS H. JACKSON FARM, AT
 JZ0910'THE NORTHWEST CORNER OF THE YARD, 40 FEET NORTH OF THE CONCRETE
 JZ0910'WALK TO THE HOUSE, 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JZ0910'HOUSE, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST
 JZ0910'OF THE T FENCE CORNER AT THE NORTHWEST CORNER OF THE YARD, 1.5
 JZ0910'FEET SOUTHWEST OF THE WEST END OF A CONCRETE RETAINING WALL
 JZ0910'ALONG THE NORTH SIDE OF THE YARD, 2 FEET SOUTH OF A WHITE WOODEN
 JZ0910'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ0910'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 JZ0910'THE SCHOOL AT GUILFORD BY GOING ABOUT 2.2 MILES SOUTHEAST ALONG
 JZ0910'STATE HIGHWAY 1, THENCE ABOUT 2.9 MILES NORTH ALONG A ROAD
 JZ0910'LEADING TO BRIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1272 ***********************************************************************
 JZ1272  DESIGNATION -  R 274
 JZ1272  PID         -  JZ1272
 JZ1272  STATE/COUNTY-  IN/FRANKLIN
 JZ1272  COUNTRY     -  US
 JZ1272  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1272
 JZ1272                         *CURRENT SURVEY CONTROL
 JZ1272  ______________________________________________________________________
 JZ1272* NAD 83(1986) POSITION- 39 30 44.     (N) 084 51 14.     (W)   SCALED
 JZ1272* NAVD 88 ORTHO HEIGHT -   309.186 (meters)     1014.39  (feet) ADJUSTED
 JZ1272  ______________________________________________________________________
 JZ1272  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 JZ1272  DYNAMIC HEIGHT  -        309.008 (meters)     1013.80  (feet) COMP
 JZ1272  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 JZ1272
 JZ1272  VERT ORDER      -  SECOND    CLASS 0
 JZ1272
 JZ1272.The horizontal coordinates were scaled from a map and have
 JZ1272.an estimated accuracy of +/- 6 seconds.
 JZ1272
 JZ1272.The orthometric height was determined by differential leveling and
 JZ1272.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1272.in June 1991.
 JZ1272
 JZ1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1272.GEOID18 height accuracy estimate available here.
 JZ1272
 JZ1272.Click photographs - Photos may exist for this station.
 JZ1272
 JZ1272.The dynamic height is computed by dividing the NAVD 88
 JZ1272.geopotential number by the normal gravity value computed on the
 JZ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1272.degrees latitude (g = 980.6199 gals.).
 JZ1272
 JZ1272.The modeled gravity was interpolated from observed gravity values.
 JZ1272
 JZ1272;                    North         East    Units  Estimated Accuracy
 JZ1272;SPC IN E     -   473,680.      169,900.      MT  (+/- 180 meters Scaled)
 JZ1272
 JZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844758(NAD 83)
 JZ1272
 JZ1272                          SUPERSEDED SURVEY CONTROL
 JZ1272
 JZ1272  NGVD 29 (??/??/92)  309.349  (m)         1014.92   (f) ADJ UNCH    2 0
 JZ1272
 JZ1272.Superseded values are not recommended for survey control.
 JZ1272
 JZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1272.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1272
 JZ1272_MARKER: DB = BENCH MARK DISK
 JZ1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1272_STAMPING: R 274 1947
 JZ1272_MARK LOGO: CGS
 JZ1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1272+STABILITY: SURFACE MOTION
 JZ1272
 JZ1272  HISTORY     - Date     Condition        Report By
 JZ1272  HISTORY     - 1947     MONUMENTED       CGS
 JZ1272
 JZ1272                          STATION DESCRIPTION
 JZ1272
 JZ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1272'0.8 MI NE FROM NEW BATH.
 JZ1272'0.5 MILE EAST ALONG A BLACK TOP ROAD FROM THE STATE BANK BUILDING
 JZ1272'AT NEW BATH, THENCE ABOUT 0.25 MILE NORTH ALONG A BLACK TOP
 JZ1272'ROAD, ABOUT 0.75 MILE SOUTH OF THE UNION FRANKLIN COUNTY LINE,
 JZ1272'AT A T FENCE CORNER ON THE WEST SIDE OF THE ROAD, 19 FEET WEST
 JZ1272'OF THE CENTER LINE OF THE ROAD, 74 FEET NORTH OF POWER POLE
 JZ1272'NO. 557/894, 3.5 FEET SOUTH OF THE FENCE CORNER, 1 FOOT EAST
 JZ1272'OF THE FENCE LINE 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ1272'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1272'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0921 ***********************************************************************
 HA0921  DESIGNATION -  R 275
 HA0921  PID         -  HA0921
 HA0921  STATE/COUNTY-  IN/POSEY
 HA0921  COUNTRY     -  US
 HA0921  USGS QUAD   -  MOUNT VERNON (2019)
 HA0921
 HA0921                         *CURRENT SURVEY CONTROL
 HA0921  ______________________________________________________________________
 HA0921* NAD 83(1986) POSITION- 37 55 44.     (N) 087 58 53.     (W)   SCALED
 HA0921* NAVD 88 ORTHO HEIGHT -   109.703 (meters)      359.92  (feet) ADJUSTED
 HA0921  ______________________________________________________________________
 HA0921  GEOID HEIGHT    -        -30.477 (meters)                     GEOID18
 HA0921  DYNAMIC HEIGHT  -        109.629 (meters)      359.67  (feet) COMP
 HA0921  MODELED GRAVITY -    979,949.2   (mgal)                       NAVD 88
 HA0921
 HA0921  VERT ORDER      -  FIRST     CLASS II
 HA0921
 HA0921.The horizontal coordinates were scaled from a map and have
 HA0921.an estimated accuracy of +/- 6 seconds.
 HA0921
 HA0921.The orthometric height was determined by differential leveling and
 HA0921.adjusted by the NATIONAL GEODETIC SURVEY
 HA0921.in June 1991.
 HA0921
 HA0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0921.GEOID18 height accuracy estimate available here.
 HA0921
 HA0921.Click photographs - Photos may exist for this station.
 HA0921
 HA0921.The dynamic height is computed by dividing the NAVD 88
 HA0921.geopotential number by the normal gravity value computed on the
 HA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0921.degrees latitude (g = 980.6199 gals.).
 HA0921
 HA0921.The modeled gravity was interpolated from observed gravity values.
 HA0921
 HA0921;                    North         East    Units  Estimated Accuracy
 HA0921;SPC IN W     -   297,980.      821,050.      MT  (+/- 180 meters Scaled)
 HA0921
 HA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG137983(NAD 83)
 HA0921
 HA0921                          SUPERSEDED SURVEY CONTROL
 HA0921
 HA0921  NGVD 29 (??/??/92)  109.814  (m)          360.28   (f) ADJ UNCH    1 2
 HA0921
 HA0921.Superseded values are not recommended for survey control.
 HA0921
 HA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0921.See file dsdata.pdf to determine how the superseded data were derived.
 HA0921
 HA0921_MARKER: DB = BENCH MARK DISK
 HA0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0921_SP_SET: BRIDGE
 HA0921_STAMPING: R 275 1954
 HA0921_MARK LOGO: CGS
 HA0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0921
 HA0921  HISTORY     - Date     Condition        Report By
 HA0921  HISTORY     - 1954     MONUMENTED       CGS
 HA0921  HISTORY     - 1957     MARK NOT FOUND   USGS
 HA0921
 HA0921                          STATION DESCRIPTION
 HA0921
 HA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0921'0.5 MI N FROM PRAIRIE.
 HA0921'ABOUT 0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION
 HA0921'OF STATE HIGHWAY 762 AT PRAIRIE, AT A CROSSROAD (GRAVEL NORTH-SOUTH
 HA0921'AND WEST AND A DIM ROAD EAST), IN THE TOP OF THE SOUTHWEST
 HA0921'CORNER OF BRIDGE FLOOR OF A 10-FOOT CONCRETE BRIDGE UNDER ROAD
 HA0921'WEST, 18 FEET SOUTH OF CENTER LINE OF ROAD WEST, 22 FEET WEST OF
 HA0921'CENTER LINE OF NORTH-SOUTH ROAD, 28 FEET SOUTHWEST OF CENTER
 HA0921'OF INTERSECTION AND 1/2 FOOT NORTHEAST OF WEST END OF SOUTH
 HA0921'BRIDGE RAILING.  NOTE-- THERE HAS BEEN A NEW FILL FOR THE
 HA0921'HIGHWAY AND THE MARK WOULD BE COVERED UP IF NOT DESTROYED.
 HA0921
 HA0921                          STATION RECOVERY (1957)
 HA0921
 HA0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HA0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1607 ***********************************************************************
 JZ1607  DESIGNATION -  R 276
 JZ1607  PID         -  JZ1607
 JZ1607  STATE/COUNTY-  IN/FAYETTE
 JZ1607  COUNTRY     -  US
 JZ1607  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1607
 JZ1607                         *CURRENT SURVEY CONTROL
 JZ1607  ______________________________________________________________________
 JZ1607* NAD 83(1986) POSITION- 39 39 27.     (N) 085 10 37.     (W)   SCALED
 JZ1607* NAVD 88 ORTHO HEIGHT -   297.394 (meters)      975.70  (feet) ADJUSTED
 JZ1607  ______________________________________________________________________
 JZ1607  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ1607  DYNAMIC HEIGHT  -        297.219 (meters)      975.13  (feet) COMP
 JZ1607  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 JZ1607
 JZ1607  VERT ORDER      -  SECOND    CLASS 0
 JZ1607
 JZ1607.The horizontal coordinates were scaled from a map and have
 JZ1607.an estimated accuracy of +/- 6 seconds.
 JZ1607
 JZ1607.The orthometric height was determined by differential leveling and
 JZ1607.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1607.in June 1991.
 JZ1607
 JZ1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1607.GEOID18 height accuracy estimate available here.
 JZ1607
 JZ1607.Click photographs - Photos may exist for this station.
 JZ1607
 JZ1607.The dynamic height is computed by dividing the NAVD 88
 JZ1607.geopotential number by the normal gravity value computed on the
 JZ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1607.degrees latitude (g = 980.6199 gals.).
 JZ1607
 JZ1607.The modeled gravity was interpolated from observed gravity values.
 JZ1607
 JZ1607;                    North         East    Units  Estimated Accuracy
 JZ1607;SPC IN E     -   489,610.      142,030.      MT  (+/- 180 meters Scaled)
 JZ1607
 JZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563913(NAD 83)
 JZ1607
 JZ1607                          SUPERSEDED SURVEY CONTROL
 JZ1607
 JZ1607  NGVD 29 (??/??/92)  297.533  (m)          976.16   (f) ADJ UNCH    2 0
 JZ1607
 JZ1607.Superseded values are not recommended for survey control.
 JZ1607
 JZ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1607.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1607
 JZ1607_MARKER: DB = BENCH MARK DISK
 JZ1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1607_STAMPING: R 276 1947
 JZ1607_MARK LOGO: CGS
 JZ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1607+STABILITY: SURFACE MOTION
 JZ1607
 JZ1607  HISTORY     - Date     Condition        Report By
 JZ1607  HISTORY     - 1947     MONUMENTED       CGS
 JZ1607
 JZ1607                          STATION DESCRIPTION
 JZ1607
 JZ1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1607'2 MI S FROM HARRISBURGH.
 JZ1607'ABOUT 1.95 MILE SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL
 JZ1607'BUILDING AT HARRISBURGH, ABOUT 0.2 MILE NORTH OF THE CROSSING OF
 JZ1607'THE BALTIMORE AND OHIO RAILROAD, AT THE JUNCTION WITH A ROAD
 JZ1607'LEADING WEST, 18 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ1607'ROAD, 94 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 JZ1607'1 FOOT EAST OF A WIRE FENCE LINE, 76 FEET NORTH OF A FENCE
 JZ1607'CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1607'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1607'ABOUT 4 INCHES.  NOTE-- THIS MARK IS ABOUT 2.5 MILE WEST OF THE
 JZ1607'B. AND O. RR STATION AT CONNERSVILLE, AND IS REACHED BY GOING
 JZ1607'2.3 MILES WEST ALONG THE B AND O RAILROAD TO A NORTH-SOUTH ROAD
 JZ1607'CROSSING, THENCE 0.2 MILE NORTH OF A ROAD LEADING WEST AND THE
 JZ1607'SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1453 ***********************************************************************
 JZ1453  DESIGNATION -  R 277
 JZ1453  PID         -  JZ1453
 JZ1453  STATE/COUNTY-  IN/WAYNE
 JZ1453  COUNTRY     -  US
 JZ1453  USGS QUAD   -  NEW PARIS (2016)
 JZ1453
 JZ1453                         *CURRENT SURVEY CONTROL
 JZ1453  ______________________________________________________________________
 JZ1453* NAD 83(1986) POSITION- 39 49 37.5    (N) 084 48 51.8    (W)   HD_HELD2
 JZ1453* NAVD 88 ORTHO HEIGHT -   330.934 (meters)     1085.74  (feet) ADJUSTED
 JZ1453  ______________________________________________________________________
 JZ1453  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 JZ1453  DYNAMIC HEIGHT  -        330.739 (meters)     1085.10  (feet) COMP
 JZ1453  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ1453
 JZ1453  VERT ORDER      -  SECOND    CLASS 0
 JZ1453
 JZ1453.The horizontal coordinates were established by autonomous hand held GPS
 JZ1453.observations and have an estimated accuracy of +/- 10 meters.
 JZ1453
 JZ1453.The orthometric height was determined by differential leveling and
 JZ1453.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1453.in June 1991.
 JZ1453
 JZ1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1453.GEOID18 height accuracy estimate available here.
 JZ1453
 JZ1453.Click photographs - Photos may exist for this station.
 JZ1453
 JZ1453.The dynamic height is computed by dividing the NAVD 88
 JZ1453.geopotential number by the normal gravity value computed on the
 JZ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1453.degrees latitude (g = 980.6199 gals.).
 JZ1453
 JZ1453.The modeled gravity was interpolated from observed gravity values.
 JZ1453
 JZ1453;                    North         East    Units  Estimated Accuracy
 JZ1453;SPC IN E     -   508,666.      172,961.      MT  (+/- 10 meters HH2 GPS)
 JZ1453
 JZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8704110850(NAD 83)
 JZ1453
 JZ1453                          SUPERSEDED SURVEY CONTROL
 JZ1453
 JZ1453  NGVD 29 (??/??/92)  331.078  (m)         1086.21   (f) ADJ UNCH    2 0
 JZ1453
 JZ1453.Superseded values are not recommended for survey control.
 JZ1453
 JZ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1453.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1453
 JZ1453_MARKER: DB = BENCH MARK DISK
 JZ1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1453_SP_SET: ABUTMENT
 JZ1453_STAMPING: R 277 1947
 JZ1453_MARK LOGO: CGS
 JZ1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1453+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 JZ1453
 JZ1453  HISTORY     - Date     Condition        Report By
 JZ1453  HISTORY     - 1947     MONUMENTED       CGS
 JZ1453  HISTORY     - 20030411 GOOD             GEOCAC
 JZ1453
 JZ1453                          STATION DESCRIPTION
 JZ1453
 JZ1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1453'1.2 MI NW FROM NEW WESTVILLE.
 JZ1453'1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM ITS JUNCTION
 JZ1453'WITH STATE HIGHWAY 320 AT NEW WESTVILLE, 60 YARDS WEST OF THE
 JZ1453'OHIO-INDIANA STATE LINE ROAD, SET IN THE TOP OF THE NORTH END
 JZ1453'OF THE WEST ABUTMENT OF A 30-FOOT CONCRETE BRIDGE, 15 FEET NORTH
 JZ1453'OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT NORTH OF THE CONCRETE
 JZ1453'BANISTER AND ABOUT 0.3 FOOT ABOVE THE HIGHWAY.
 JZ1453
 JZ1453                          STATION RECOVERY (2003)
 JZ1453
 JZ1453'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1453'BANISTER AND ABUTMENT SURFACES ARE CRUMBLING, BUT MARK REMAINS IN
 JZ1453'PLACE.  US HIGHWAY 35 NO LONGER PASSES HERE, IT IS COUNTY ROAD 335.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1306 ***********************************************************************
 HZ1306  DESIGNATION -  R 278
 HZ1306  PID         -  HZ1306
 HZ1306  STATE/COUNTY-  IN/CLARK
 HZ1306  COUNTRY     -  US
 HZ1306  USGS QUAD   -  BORDEN (2019)
 HZ1306
 HZ1306                         *CURRENT SURVEY CONTROL
 HZ1306  ______________________________________________________________________
 HZ1306* NAD 83(2011) POSITION- 38 27 50.60161(N) 085 56 05.53701(W)   ADJUSTED
 HZ1306* NAD 83(2011) ELLIP HT-   133.625 (meters)        (10/06/17)   ADJUSTED
 HZ1306* NAD 83(2011) EPOCH   -  2010.00
 HZ1306* NAVD 88 ORTHO HEIGHT -   167.093 (meters)      548.20  (feet) ADJUSTED
 HZ1306  ______________________________________________________________________
 HZ1306  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 HZ1306  NAD 83(2011) X  -    354,498.402 (meters)                     COMP
 HZ1306  NAD 83(2011) Y  - -4,988,075.723 (meters)                     COMP
 HZ1306  NAD 83(2011) Z  -  3,945,989.138 (meters)                     COMP
 HZ1306  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 HZ1306  DYNAMIC HEIGHT  -        166.980 (meters)      547.83  (feet) COMP
 HZ1306  MODELED GRAVITY -    979,949.8   (mgal)                       NAVD 88
 HZ1306
 HZ1306  VERT ORDER      -  FIRST     CLASS II
 HZ1306
 HZ1306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1306  Standards:
 HZ1306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1306  -------------------------------------------------------------------
 HZ1306  NETWORK    0.43   1.00           0.19   0.16   0.51      0.02896495
 HZ1306  -------------------------------------------------------------------
 HZ1306  Click here for local accuracies and other accuracy information.
 HZ1306
 HZ1306.The horizontal coordinates were established by GPS observations
 HZ1306.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 HZ1306
 HZ1306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1306.been affixed to the stable North American tectonic plate. See 
 HZ1306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1306
 HZ1306.The horizontal coordinates are valid at the epoch date displayed above
 HZ1306.which is a decimal equivalence of Year/Month/Day.
 HZ1306
 HZ1306.The orthometric height was determined by differential leveling and
 HZ1306.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1306.in June 1991.
 HZ1306
 HZ1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1306.GEOID18 height accuracy estimate available here.
 HZ1306
 HZ1306.Click photographs - Photos may exist for this station.
 HZ1306
 HZ1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1306
 HZ1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1306
 HZ1306.The ellipsoidal height was determined by GPS observations
 HZ1306.and is referenced to NAD 83.
 HZ1306
 HZ1306.The dynamic height is computed by dividing the NAVD 88
 HZ1306.geopotential number by the normal gravity value computed on the
 HZ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1306.degrees latitude (g = 980.6199 gals.).
 HZ1306
 HZ1306.The modeled gravity was interpolated from observed gravity values.
 HZ1306
 HZ1306. The following values were computed from the NAD 83(2011) position.
 HZ1306
 HZ1306;                    North         East     Units Scale Factor Converg.
 HZ1306;SPC IN E     -   357,037.009    76,592.898   MT  0.99997341   -0 10 00.6
 HZ1306;SPC IN E     - 1,171,378.92    251,288.53   sFT  0.99997341   -0 10 00.6
 HZ1306;UTM  16      - 4,257,842.333   592,924.311   MT  0.99970634   +0 39 45.3
 HZ1306
 HZ1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1306!SPC IN E     -   0.99997903  x   0.99997341  =   0.99995244
 HZ1306!UTM  16      -   0.99997903  x   0.99970634  =   0.99968538
 HZ1306
 HZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9292457842(NAD 83)
 HZ1306
 HZ1306                          SUPERSEDED SURVEY CONTROL
 HZ1306
 HZ1306  NGVD 29 (??/??/92)  167.225  (m)          548.64   (f) ADJ UNCH    1 2
 HZ1306
 HZ1306.Superseded values are not recommended for survey control.
 HZ1306
 HZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1306.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1306
 HZ1306_MARKER: DB = BENCH MARK DISK
 HZ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1306_STAMPING: R 278 1949
 HZ1306_MARK LOGO: CGS
 HZ1306_PROJECTION: RECESSED 8 CENTIMETERS
 HZ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1306+STABILITY: SURFACE MOTION
 HZ1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1306+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 HZ1306
 HZ1306  HISTORY     - Date     Condition        Report By
 HZ1306  HISTORY     - 1949     MONUMENTED       CGS
 HZ1306  HISTORY     - 20051027 GOOD             INDNR
 HZ1306  HISTORY     - 20130717 GOOD             INDOT
 HZ1306
 HZ1306                          STATION DESCRIPTION
 HZ1306
 HZ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1306'0.7 MI SE FROM BORDEN.
 HZ1306'ABOUT 0.7 MILE SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1306'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, AT A POINT WHERE
 HZ1306'BLACK TOP ROAD TURNS SOUTH AWAY FROM THE TRACK, 41.5 FEET
 HZ1306'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE BLACK TOP ROAD
 HZ1306'AND A DIM ROAD EAST-SOUTHEAST ALONG THE TRACK, 44.5 FEET
 HZ1306'SOUTH-SOUTHEAST AND ACROSS THE DIM ROAD AND SIDE TRACK FROM
 HZ1306'THE SOUTH-SOUTHEAST RAIL OF THE MAIN TRACK, 27 FEET EAST OF THE
 HZ1306'CENTER LINE OF THE BLACK TOP ROAD, 23.5 FEET SOUTH-SOUTHEAST OF
 HZ1306'THE CENTER LINE OF THE DIM ROAD, 4 FEET NORTH OF A POWER LINE
 HZ1306'POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1306'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1306'POST PROJECTING 3 INCHES.
 HZ1306
 HZ1306                          STATION RECOVERY (2005)
 HZ1306
 HZ1306'RECOVERY NOTE BY IN DEPT OF NAT RES 2005 (RDN)
 HZ1306'RECOVERED IN GOOD CONDITION.
 HZ1306
 HZ1306                          STATION RECOVERY (2013)
 HZ1306
 HZ1306'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1306'GENERAL DESCRIPTION AND TO REACH NARRATIVE ARE ADEQUATE.
 HZ1306'
 HZ1306'STATION IS LOCATED 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF HAYES
 HZ1306'DRIVE (A GRAVEL ROAD), 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF THE
 HZ1306'NORTH-SOUTH PORTION OF EAST MAIN STREET, 16 FT (4.9 M) NORTHWEST OF
 HZ1306'THE CENTER OF A SANITARY SEWER MANHOLE, 6 FT (1.8 M) NORTH OF A POWER
 HZ1306'POLE, AND 5.3 FT (1.6 M) NORTH OF A STREET SIGN (HAYES DRIVE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0176 ***********************************************************************
 JA0176  DESIGNATION -  R 279
 JA0176  PID         -  JA0176
 JA0176  STATE/COUNTY-  IN/ORANGE
 JA0176  COUNTRY     -  US
 JA0176  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0176
 JA0176                         *CURRENT SURVEY CONTROL
 JA0176  ______________________________________________________________________
 JA0176* NAD 83(1986) POSITION- 38 40 23.     (N) 086 19 19.     (W)   SCALED
 JA0176* NAVD 88 ORTHO HEIGHT -   233.966 (meters)      767.60  (feet) ADJUSTED
 JA0176  ______________________________________________________________________
 JA0176  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 JA0176  DYNAMIC HEIGHT  -        233.811 (meters)      767.09  (feet) COMP
 JA0176  MODELED GRAVITY -    979,961.1   (mgal)                       NAVD 88
 JA0176
 JA0176  VERT ORDER      -  FIRST     CLASS II
 JA0176
 JA0176.The horizontal coordinates were scaled from a map and have
 JA0176.an estimated accuracy of +/- 6 seconds.
 JA0176
 JA0176.The orthometric height was determined by differential leveling and
 JA0176.adjusted by the NATIONAL GEODETIC SURVEY
 JA0176.in June 1991.
 JA0176
 JA0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0176.GEOID18 height accuracy estimate available here.
 JA0176
 JA0176.Click photographs - Photos may exist for this station.
 JA0176
 JA0176.The dynamic height is computed by dividing the NAVD 88
 JA0176.geopotential number by the normal gravity value computed on the
 JA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0176.degrees latitude (g = 980.6199 gals.).
 JA0176
 JA0176.The modeled gravity was interpolated from observed gravity values.
 JA0176
 JA0176;                    North         East    Units  Estimated Accuracy
 JA0176;SPC IN W     -   380,480.      966,260.      MT  (+/- 180 meters Scaled)
 JA0176
 JA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH589807(NAD 83)
 JA0176
 JA0176                          SUPERSEDED SURVEY CONTROL
 JA0176
 JA0176  NGVD 29 (??/??/92)  234.074  (m)          767.96   (f) ADJ UNCH    1 2
 JA0176
 JA0176.Superseded values are not recommended for survey control.
 JA0176
 JA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0176.See file dsdata.pdf to determine how the superseded data were derived.
 JA0176
 JA0176_MARKER: DB = BENCH MARK DISK
 JA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0176_STAMPING: R 279 1949
 JA0176_MARK LOGO: CGS
 JA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0176+STABILITY: SURFACE MOTION
 JA0176
 JA0176  HISTORY     - Date     Condition        Report By
 JA0176  HISTORY     - 1949     MONUMENTED       CGS
 JA0176
 JA0176                          STATION DESCRIPTION
 JA0176
 JA0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0176'3.8 MI NW FROM CAMPBELLSBURG.
 JA0176'ABOUT 3.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0176'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, ABOUT 0.8
 JA0176'MILE NORTHWEST OF THE WASHINGTON-ORANGE COUNTY LINE, ABOUT 0.15
 JA0176'MILE EAST OF MILE POST 268, 75 FEET NORTHWEST AND ACROSS THE
 JA0176'TRACK FROM A FENCE CORNER, 23 FEET SOUTH OF THE CENTER LINE OF
 JA0176'STATE HIGHWAY 60, 23 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 JA0176'16.7 FEET NORTH OF THE NORTH RAIL, 1.5 FEET EAST OF A WHITE
 JA0176'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 JA0176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1102 ***********************************************************************
 LB1102  DESIGNATION -  R 28
 LB1102  PID         -  LB1102
 LB1102  STATE/COUNTY-  IN/WHITE
 LB1102  COUNTRY     -  US
 LB1102  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1102
 LB1102                         *CURRENT SURVEY CONTROL
 LB1102  ______________________________________________________________________
 LB1102* NAD 83(1986) POSITION- 40 44 56.     (N) 086 45 51.     (W)   SCALED
 LB1102* NAVD 88 ORTHO HEIGHT -   207.587 (meters)      681.06  (feet) ADJUSTED
 LB1102  ______________________________________________________________________
 LB1102  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LB1102  DYNAMIC HEIGHT  -        207.491 (meters)      680.74  (feet) COMP
 LB1102  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 LB1102
 LB1102  VERT ORDER      -  SECOND    CLASS 0
 LB1102
 LB1102.The horizontal coordinates were scaled from a map and have
 LB1102.an estimated accuracy of +/- 6 seconds.
 LB1102
 LB1102.The orthometric height was determined by differential leveling and
 LB1102.adjusted by the NATIONAL GEODETIC SURVEY
 LB1102.in June 1991.
 LB1102
 LB1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1102.GEOID18 height accuracy estimate available here.
 LB1102
 LB1102.Click photographs - Photos may exist for this station.
 LB1102
 LB1102.The dynamic height is computed by dividing the NAVD 88
 LB1102.geopotential number by the normal gravity value computed on the
 LB1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1102.degrees latitude (g = 980.6199 gals.).
 LB1102
 LB1102.The modeled gravity was interpolated from observed gravity values.
 LB1102
 LB1102;                    North         East    Units  Estimated Accuracy
 LB1102;SPC IN W     -   610,720.      926,950.      MT  (+/- 180 meters Scaled)
 LB1102
 LB1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL199109(NAD 83)
 LB1102
 LB1102                          SUPERSEDED SURVEY CONTROL
 LB1102
 LB1102  NGVD 29 (??/??/92)  207.697  (m)          681.42   (f) ADJ UNCH    2 0
 LB1102
 LB1102.Superseded values are not recommended for survey control.
 LB1102
 LB1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1102.See file dsdata.pdf to determine how the superseded data were derived.
 LB1102
 LB1102_MARKER: DB = BENCH MARK DISK
 LB1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1102_STAMPING: R 28 1934
 LB1102_MARK LOGO: CGS
 LB1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1102+STABILITY: SURFACE MOTION
 LB1102
 LB1102  HISTORY     - Date     Condition        Report By
 LB1102  HISTORY     - 1934     MONUMENTED       CGS
 LB1102  HISTORY     - 1946     GOOD             CGS
 LB1102  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 LB1102
 LB1102                          STATION DESCRIPTION
 LB1102
 LB1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1102'AT MONTICELLO.
 LB1102'AT MONTICELLO, WHITE COUNTY, 14 YARDS NORTHWEST OF THE NORTHWEST
 LB1102'CORNER OF THE PENNSYLVANIA RAILROAD STATION, 8 YARDS NORTHEAST
 LB1102'OF THE CENTER OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS, AND
 LB1102'LOUISVILLE RAILWAY, 6 YARDS NORTH OF THE NORTH RAIL OF THE P.R.R.
 LB1102'TRACK, AND 5.5 YARDS EAST OF THE EAST RAIL OF THE C.I. AND L.
 LB1102'RY. TRACK.  A STANDARD DISK, STAMPED R 28 1934 AND SET IN THE
 LB1102'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1102
 LB1102                          STATION RECOVERY (1977)
 LB1102
 LB1102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LB1102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0404 ***********************************************************************
 KA0404  DESIGNATION -  R 280
 KA0404  PID         -  KA0404
 KA0404  STATE/COUNTY-  IN/GREENE
 KA0404  COUNTRY     -  US
 KA0404  USGS QUAD   -  SOLSBERRY (2019)
 KA0404
 KA0404                         *CURRENT SURVEY CONTROL
 KA0404  ______________________________________________________________________
 KA0404* NAD 83(1986) POSITION- 39 00 57.     (N) 086 49 16.     (W)   SCALED
 KA0404* NAVD 88 ORTHO HEIGHT -   199.538 (meters)      654.65  (feet) ADJUSTED
 KA0404  ______________________________________________________________________
 KA0404  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 KA0404  DYNAMIC HEIGHT  -        199.414 (meters)      654.24  (feet) COMP
 KA0404  MODELED GRAVITY -    980,000.9   (mgal)                       NAVD 88
 KA0404
 KA0404  VERT ORDER      -  FIRST     CLASS II
 KA0404
 KA0404.The horizontal coordinates were scaled from a map and have
 KA0404.an estimated accuracy of +/- 6 seconds.
 KA0404
 KA0404.The orthometric height was determined by differential leveling and
 KA0404.adjusted by the NATIONAL GEODETIC SURVEY
 KA0404.in June 1991.
 KA0404
 KA0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0404.GEOID18 height accuracy estimate available here.
 KA0404
 KA0404.Click photographs - Photos may exist for this station.
 KA0404
 KA0404.The dynamic height is computed by dividing the NAVD 88
 KA0404.geopotential number by the normal gravity value computed on the
 KA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0404.degrees latitude (g = 980.6199 gals.).
 KA0404
 KA0404.The modeled gravity was interpolated from observed gravity values.
 KA0404
 KA0404;                    North         East    Units  Estimated Accuracy
 KA0404;SPC IN W     -   418,290.      922,710.      MT  (+/- 180 meters Scaled)
 KA0404
 KA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ154185(NAD 83)
 KA0404
 KA0404                          SUPERSEDED SURVEY CONTROL
 KA0404
 KA0404  NGVD 29 (??/??/92)  199.664  (m)          655.06   (f) ADJ UNCH    1 2
 KA0404
 KA0404.Superseded values are not recommended for survey control.
 KA0404
 KA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0404.See file dsdata.pdf to determine how the superseded data were derived.
 KA0404
 KA0404_MARKER: DB = BENCH MARK DISK
 KA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0404_STAMPING: R 280 1949
 KA0404_MARK LOGO: CGS
 KA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0404+STABILITY: SURFACE MOTION
 KA0404
 KA0404  HISTORY     - Date     Condition        Report By
 KA0404  HISTORY     - 1949     MONUMENTED       CGS
 KA0404
 KA0404                          STATION DESCRIPTION
 KA0404
 KA0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0404'1.4 MI E FROM PARK.
 KA0404'1.45 MILES EAST ALONG A GRAVEL ROAD FROM THE PARK SCHOOL AT
 KA0404'PARK, ABOUT 0.25 MILE EAST OF THE JUNCTION OF A ROAD NORTH, ABOUT
 KA0404'0.8 MILE WEST OF THE BODWELL SCHOOL, IN THE SOUTHWEST CORNER
 KA0404'OF A YARD OF A 2 STORY FARM HOUSE, 64 FEET SOUTHWEST OF THE
 KA0404'SOUTHWEST CORNER OF THE HOUSE, 23 FEET SOUTHWEST OF A 45-INCH
 KA0404'TREE, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 KA0404'EAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE, 2 FEET
 KA0404'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 KA0404'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0404'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0125 ***********************************************************************
 JA0125  DESIGNATION -  R 281
 JA0125  PID         -  JA0125
 JA0125  STATE/COUNTY-  IN/LAWRENCE
 JA0125  COUNTRY     -  US
 JA0125  USGS QUAD   -  BEDFORD EAST (2019)
 JA0125
 JA0125                         *CURRENT SURVEY CONTROL
 JA0125  ______________________________________________________________________
 JA0125* NAD 83(1986) POSITION- 38 51 39.     (N) 086 28 21.     (W)   SCALED
 JA0125* NAVD 88 ORTHO HEIGHT -   204.414 (meters)      670.65  (feet) ADJUSTED
 JA0125  ______________________________________________________________________
 JA0125  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0125  DYNAMIC HEIGHT  -        204.287 (meters)      670.23  (feet) COMP
 JA0125  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JA0125
 JA0125  VERT ORDER      -  FIRST     CLASS II
 JA0125
 JA0125.The horizontal coordinates were scaled from a map and have
 JA0125.an estimated accuracy of +/- 6 seconds.
 JA0125
 JA0125.The orthometric height was determined by differential leveling and
 JA0125.adjusted by the NATIONAL GEODETIC SURVEY
 JA0125.in June 1991.
 JA0125
 JA0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0125.GEOID18 height accuracy estimate available here.
 JA0125
 JA0125.Click photographs - Photos may exist for this station.
 JA0125
 JA0125.The dynamic height is computed by dividing the NAVD 88
 JA0125.geopotential number by the normal gravity value computed on the
 JA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0125.degrees latitude (g = 980.6199 gals.).
 JA0125
 JA0125.The modeled gravity was interpolated from observed gravity values.
 JA0125
 JA0125;                    North         East    Units  Estimated Accuracy
 JA0125;SPC IN W     -   401,230.      953,020.      MT  (+/- 180 meters Scaled)
 JA0125
 JA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ457014(NAD 83)
 JA0125
 JA0125                          SUPERSEDED SURVEY CONTROL
 JA0125
 JA0125  NGVD 29 (??/??/92)  204.530  (m)          671.03   (f) ADJ UNCH    1 2
 JA0125
 JA0125.Superseded values are not recommended for survey control.
 JA0125
 JA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0125.See file dsdata.pdf to determine how the superseded data were derived.
 JA0125
 JA0125_MARKER: DB = BENCH MARK DISK
 JA0125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0125_SP_SET: SIDEWALK
 JA0125_STAMPING: R 281 1949
 JA0125_MARK LOGO: CGS
 JA0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0125
 JA0125  HISTORY     - Date     Condition        Report By
 JA0125  HISTORY     - 1949     MONUMENTED       CGS
 JA0125  HISTORY     - 1967     GOOD             CGS
 JA0125  HISTORY     - 1975     MARK NOT FOUND   USGS
 JA0125
 JA0125                          STATION DESCRIPTION
 JA0125
 JA0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0125'AT BEDFORD.
 JA0125'AT BEDFORD, AT THE EAST CITY LIMIT SIGN, ABOUT 0.6 MILE EAST
 JA0125'ALONG U.S. HIGHWAY 50 FROM THE COURT HOUSE, SET IN THE TOP OF THE
 JA0125'EAST END OF THE PEDESTRIAN WALK ALONG THE SOUTH SIDE OF A 45
 JA0125'FOOT BRIDGE OVER ABANDONED BALTIMORE AND OHIO RAILROAD TRACK, 17
 JA0125'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST OF THE
 JA0125'SOUTHEAST CORNER OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE
 JA0125'HIGHWAY.
 JA0125
 JA0125                          STATION RECOVERY (1967)
 JA0125
 JA0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0125'RECOVERED IN GOOD CONDITION.
 JA0125
 JA0125                          STATION RECOVERY (1975)
 JA0125
 JA0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JA0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1235 ***********************************************************************
 JA1235  DESIGNATION -  R 282
 JA1235  PID         -  JA1235
 JA1235  STATE/COUNTY-  IN/POSEY
 JA1235  COUNTRY     -  US
 JA1235  USGS QUAD   -  SOLITUDE (2019)
 JA1235
 JA1235                         *CURRENT SURVEY CONTROL
 JA1235  ______________________________________________________________________
 JA1235* NAD 83(1986) POSITION- 38 02 37.     (N) 087 59 46.     (W)   SCALED
 JA1235* NAVD 88 ORTHO HEIGHT -   110.362 (meters)      362.08  (feet) ADJUSTED
 JA1235  ______________________________________________________________________
 JA1235  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 JA1235  DYNAMIC HEIGHT  -        110.287 (meters)      361.83  (feet) COMP
 JA1235  MODELED GRAVITY -    979,951.4   (mgal)                       NAVD 88
 JA1235
 JA1235  VERT ORDER      -  FIRST     CLASS II
 JA1235
 JA1235.The horizontal coordinates were scaled from a map and have
 JA1235.an estimated accuracy of +/- 6 seconds.
 JA1235
 JA1235.The orthometric height was determined by differential leveling and
 JA1235.adjusted by the NATIONAL GEODETIC SURVEY
 JA1235.in June 1991.
 JA1235
 JA1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1235.GEOID18 height accuracy estimate available here.
 JA1235
 JA1235.Click photographs - Photos may exist for this station.
 JA1235
 JA1235.The dynamic height is computed by dividing the NAVD 88
 JA1235.geopotential number by the normal gravity value computed on the
 JA1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1235.degrees latitude (g = 980.6199 gals.).
 JA1235
 JA1235.The modeled gravity was interpolated from observed gravity values.
 JA1235
 JA1235;                    North         East    Units  Estimated Accuracy
 JA1235;SPC IN W     -   310,730.      819,880.      MT  (+/- 180 meters Scaled)
 JA1235
 JA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125111(NAD 83)
 JA1235
 JA1235                          SUPERSEDED SURVEY CONTROL
 JA1235
 JA1235  NGVD 29 (??/??/92)  110.478  (m)          362.46   (f) ADJ UNCH    1 2
 JA1235
 JA1235.Superseded values are not recommended for survey control.
 JA1235
 JA1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1235.See file dsdata.pdf to determine how the superseded data were derived.
 JA1235
 JA1235_MARKER: DB = BENCH MARK DISK
 JA1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1235_STAMPING: R 282 1954
 JA1235_MARK LOGO: CGS
 JA1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1235+STABILITY: SURFACE MOTION
 JA1235
 JA1235  HISTORY     - Date     Condition        Report By
 JA1235  HISTORY     - 1954     MONUMENTED       CGS
 JA1235  HISTORY     - 1974     MARK NOT FOUND   USGS
 JA1235
 JA1235                          STATION DESCRIPTION
 JA1235
 JA1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1235'8.6 MI SW FROM NEW HARMONY.
 JA1235'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1235'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1235'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1235'THENCE ABOUT 3.6 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD
 JA1235'TO A ROAD JUNCTION AT MC FADEN CEMETERY, THENCE ABOUT 0.15 MILE
 JA1235'WEST ALONG A DIRT ROAD, 29 FEET NORTH OF CENTER LINE OF ROAD, 127
 JA1235'FEET EAST OF CENTER LINE OF A DIM FARM ROAD LEADING NORTH, 71
 JA1235'FEET WEST OF A TRIANGULAR BLAZED 28-INCH PECAN TREE, 2 FEET WEST
 JA1235'OF A FENCE CORNER AND IN LINE WITH EXTENDED FENCE LINE EAST,
 JA1235'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1235'1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JA1235'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 0.45 MILE SOUTH
 JA1235'ALONG A DIM FARM ROAD FROM BM P.B.M. 44 (U.S.E.) DESCRIBED ABOVE.
 JA1235'NOTE-- THE AREA HAS BEEN PLOWED AND THE MARK IS MOST LIKELY
 JA1235'DESTROYED.
 JA1235
 JA1235                          STATION RECOVERY (1974)
 JA1235
 JA1235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JA1235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1171 ***********************************************************************
 JA1171  DESIGNATION -  R 283
 JA1171  PID         -  JA1171
 JA1171  STATE/COUNTY-  IN/GIBSON
 JA1171  COUNTRY     -  US
 JA1171  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1171
 JA1171                         *CURRENT SURVEY CONTROL
 JA1171  ______________________________________________________________________
 JA1171* NAD 83(1986) POSITION- 38 23 47.     (N) 087 45 06.     (W)   SCALED
 JA1171* NAVD 88 ORTHO HEIGHT -   120.809 (meters)      396.35  (feet) ADJUSTED
 JA1171  ______________________________________________________________________
 JA1171  GEOID HEIGHT    -        -31.277 (meters)                     GEOID18
 JA1171  DYNAMIC HEIGHT  -        120.732 (meters)      396.10  (feet) COMP
 JA1171  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA1171
 JA1171  VERT ORDER      -  FIRST     CLASS II
 JA1171
 JA1171.The horizontal coordinates were scaled from a map and have
 JA1171.an estimated accuracy of +/- 6 seconds.
 JA1171
 JA1171.The orthometric height was determined by differential leveling and
 JA1171.adjusted by the NATIONAL GEODETIC SURVEY
 JA1171.in June 1991.
 JA1171
 JA1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1171.GEOID18 height accuracy estimate available here.
 JA1171
 JA1171.Click photographs - Photos may exist for this station.
 JA1171
 JA1171.The dynamic height is computed by dividing the NAVD 88
 JA1171.geopotential number by the normal gravity value computed on the
 JA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1171.degrees latitude (g = 980.6199 gals.).
 JA1171
 JA1171.The modeled gravity was interpolated from observed gravity values.
 JA1171
 JA1171;                    North         East    Units  Estimated Accuracy
 JA1171;SPC IN W     -   349,700.      841,620.      MT  (+/- 180 meters Scaled)
 JA1171
 JA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH343500(NAD 83)
 JA1171
 JA1171                          SUPERSEDED SURVEY CONTROL
 JA1171
 JA1171  NGVD 29 (??/??/92)  120.946  (m)          396.80   (f) ADJ UNCH    1 2
 JA1171
 JA1171.Superseded values are not recommended for survey control.
 JA1171
 JA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1171.See file dsdata.pdf to determine how the superseded data were derived.
 JA1171
 JA1171_MARKER: DB = BENCH MARK DISK
 JA1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1171_SP_SET: PIER
 JA1171_STAMPING: R 283 1954
 JA1171_MARK LOGO: CGS
 JA1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1171
 JA1171  HISTORY     - Date     Condition        Report By
 JA1171  HISTORY     - 1954     MONUMENTED       CGS
 JA1171  HISTORY     - 1965     GOOD             CGS
 JA1171  HISTORY     - 1979     GOOD             LOCSUR
 JA1171
 JA1171                          STATION DESCRIPTION
 JA1171
 JA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1171'AT MT CARMEL.
 JA1171'AT MT. CARMEL, ILLINOIS, SET VERTICALLY IN THE SOUTHWEST FACE
 JA1171'OF THE SECOND CONCRETE PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF
 JA1171'THE STATE HIGHWAY 64 BRIDGE OVER THE WABASH RIVER, 130 FEET
 JA1171'SOUTHEAST OF THE CENTER LINE OF GRAVEL ROAD 1025W, WHICH PASSES
 JA1171'UNDER THE BRIDGE, 21 FEET EAST OF A TELEPHONE POLE, 3 1/2 FEET
 JA1171'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL
 JA1171'OF THE GRAVEL ROAD.
 JA1171
 JA1171                          STATION RECOVERY (1979)
 JA1171
 JA1171'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 JA1171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1194 ***********************************************************************
 JA1194  DESIGNATION -  R 284
 JA1194  PID         -  JA1194
 JA1194  STATE/COUNTY-  IN/GIBSON
 JA1194  COUNTRY     -  US
 JA1194  USGS QUAD   -  GRAYVILLE (2018)
 JA1194
 JA1194                         *CURRENT SURVEY CONTROL
 JA1194  ______________________________________________________________________
 JA1194* NAD 83(1986) POSITION- 38 15 31.     (N) 087 55 22.     (W)   SCALED
 JA1194* NAVD 88 ORTHO HEIGHT -   116.476 (meters)      382.14  (feet) ADJUSTED
 JA1194  ______________________________________________________________________
 JA1194  GEOID HEIGHT    -        -30.984 (meters)                     GEOID18
 JA1194  DYNAMIC HEIGHT  -        116.400 (meters)      381.89  (feet) COMP
 JA1194  MODELED GRAVITY -    979,972.3   (mgal)                       NAVD 88
 JA1194
 JA1194  VERT ORDER      -  FIRST     CLASS II
 JA1194
 JA1194.The horizontal coordinates were scaled from a map and have
 JA1194.an estimated accuracy of +/- 6 seconds.
 JA1194
 JA1194.The orthometric height was determined by differential leveling and
 JA1194.adjusted by the NATIONAL GEODETIC SURVEY
 JA1194.in June 1991.
 JA1194
 JA1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1194.GEOID18 height accuracy estimate available here.
 JA1194
 JA1194.Click photographs - Photos may exist for this station.
 JA1194
 JA1194.The dynamic height is computed by dividing the NAVD 88
 JA1194.geopotential number by the normal gravity value computed on the
 JA1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1194.degrees latitude (g = 980.6199 gals.).
 JA1194
 JA1194.The modeled gravity was interpolated from observed gravity values.
 JA1194
 JA1194;                    North         East    Units  Estimated Accuracy
 JA1194;SPC IN W     -   334,530.      826,530.      MT  (+/- 180 meters Scaled)
 JA1194
 JA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH192349(NAD 83)
 JA1194
 JA1194                          SUPERSEDED SURVEY CONTROL
 JA1194
 JA1194  NGVD 29 (??/??/92)  116.606  (m)          382.56   (f) ADJ UNCH    1 2
 JA1194
 JA1194.Superseded values are not recommended for survey control.
 JA1194
 JA1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1194.See file dsdata.pdf to determine how the superseded data were derived.
 JA1194
 JA1194_MARKER: DB = BENCH MARK DISK
 JA1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1194_STAMPING: R 284 1954
 JA1194_MARK LOGO: CGS
 JA1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1194+STABILITY: SURFACE MOTION
 JA1194
 JA1194  HISTORY     - Date     Condition        Report By
 JA1194  HISTORY     - 1954     MONUMENTED       CGS
 JA1194
 JA1194                          STATION DESCRIPTION
 JA1194
 JA1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1194'7.4 MI SW FROM CROWLEYVILLE.
 JA1194'ABOUT 2.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM 90-FOOT STEEL
 JA1194'BRIDGE OVER SUMNER DITCH AT CROWLEYVILLE, THENCE ABOUT 1.1 MILES
 JA1194'NORTH AND WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTH
 JA1194'ALONG A GRAVEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A
 JA1194'GRAVEL ROAD, THENCE ABOUT 1.85 MILE SOUTHWEST ALONG A ROAD
 JA1194'FOLLOWING LEFT BANK OF WABASH RIVER, THENCE ABOUT 0.5 MILE
 JA1194'SOUTH ALONG A ROAD, THENCE ABOUT 0.7 MILE WEST ALONG A GRAVEL
 JA1194'ROAD AT THE T JUNCTION OF A ROAD LEADING NORTH, 26 FEET SOUTH
 JA1194'OF CENTER LINE OF ROAD, 31 FEET SOUTH-SOUTHWEST OF CENTER OF
 JA1194'JUNCTION, 42 FEET WEST OF A LONE 6-INCH BOX ELDER TREE, 18 FEET
 JA1194'EAST-SOUTHEAST OF A TELEPHONE POLE, 4 FEET SOUTH-SOUTHEAST OF A
 JA1194'FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF
 JA1194'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 JA1194'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA1194'NOTE-- THIS MARK IS ABOUT 1.0 MILE SOUTH OF BENCH MARK J 284.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1162 ***********************************************************************
 JA1162  DESIGNATION -  R 285
 JA1162  PID         -  JA1162
 JA1162  STATE/COUNTY-  IN/KNOX
 JA1162  COUNTRY     -  US
 JA1162  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1162
 JA1162                         *CURRENT SURVEY CONTROL
 JA1162  ______________________________________________________________________
 JA1162* NAD 83(1986) POSITION- 38 25 00.     (N) 087 44 29.     (W)   SCALED
 JA1162* NAVD 88 ORTHO HEIGHT -   120.015 (meters)      393.75  (feet) ADJUSTED
 JA1162  ______________________________________________________________________
 JA1162  GEOID HEIGHT    -        -31.297 (meters)                     GEOID18
 JA1162  DYNAMIC HEIGHT  -        119.938 (meters)      393.50  (feet) COMP
 JA1162  MODELED GRAVITY -    979,991.0   (mgal)                       NAVD 88
 JA1162
 JA1162  VERT ORDER      -  FIRST     CLASS II
 JA1162
 JA1162.The horizontal coordinates were scaled from a map and have
 JA1162.an estimated accuracy of +/- 6 seconds.
 JA1162
 JA1162.The orthometric height was determined by differential leveling and
 JA1162.adjusted by the NATIONAL GEODETIC SURVEY
 JA1162.in June 1991.
 JA1162
 JA1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1162.GEOID18 height accuracy estimate available here.
 JA1162
 JA1162.Click photographs - Photos may exist for this station.
 JA1162
 JA1162.The dynamic height is computed by dividing the NAVD 88
 JA1162.geopotential number by the normal gravity value computed on the
 JA1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1162.degrees latitude (g = 980.6199 gals.).
 JA1162
 JA1162.The modeled gravity was interpolated from observed gravity values.
 JA1162
 JA1162;                    North         East    Units  Estimated Accuracy
 JA1162;SPC IN W     -   351,950.      842,530.      MT  (+/- 180 meters Scaled)
 JA1162
 JA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH352523(NAD 83)
 JA1162
 JA1162                          SUPERSEDED SURVEY CONTROL
 JA1162
 JA1162  NGVD 29 (??/??/92)  120.151  (m)          394.20   (f) ADJ UNCH    1 2
 JA1162
 JA1162.Superseded values are not recommended for survey control.
 JA1162
 JA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1162.See file dsdata.pdf to determine how the superseded data were derived.
 JA1162
 JA1162_MARKER: DB = BENCH MARK DISK
 JA1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1162_STAMPING: R 285 1954
 JA1162_MARK LOGO: CGS
 JA1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1162+STABILITY: SURFACE MOTION
 JA1162
 JA1162  HISTORY     - Date     Condition        Report By
 JA1162  HISTORY     - 1954     MONUMENTED       CGS
 JA1162
 JA1162                          STATION DESCRIPTION
 JA1162
 JA1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1162'NEAR MT CARMEL.
 JA1162'ON THE LEFT BANK OF WABASH RIVER, OPPOSITE MT. CARMEL, ILLINOIS,
 JA1162'ABOUT 0.1 MILE NORTH OF MOUTH OF WHITE RIVER AND ON THE RIGHT
 JA1162'BANK OF WHITE RIVER, 63 FEET EAST OF CENTER LINE OF A ROAD
 JA1162'LEADING NORTH, 140 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD
 JA1162'AND THE FERRY ROAD LEADING TO MT. CARMEL, 48 FEET NORTH-NORTHWEST
 JA1162'OF CENTER LINE OF ROAD PARALLELING WHITE RIVER, 1 1/2 FEET
 JA1162'SOUTHWEST OF SOUTHWEST CORNER OF BRICK FOUNDATION OF AN ABANDONED
 JA1162'HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 JA1162'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1162'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1132 ***********************************************************************
 ME1132  DESIGNATION -  R 286
 ME1132  PID         -  ME1132
 ME1132  STATE/COUNTY-  IN/LAKE
 ME1132  COUNTRY     -  US
 ME1132  USGS QUAD   -  SCHNEIDER (2019)
 ME1132
 ME1132                         *CURRENT SURVEY CONTROL
 ME1132  ______________________________________________________________________
 ME1132* NAD 83(1986) POSITION- 41 12 11.     (N) 087 26 52.     (W)   SCALED
 ME1132* NAVD 88 ORTHO HEIGHT -   194.211 (meters)      637.17  (feet) ADJUSTED
 ME1132  ______________________________________________________________________
 ME1132  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 ME1132  DYNAMIC HEIGHT  -        194.129 (meters)      636.90  (feet) COMP
 ME1132  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 ME1132
 ME1132  VERT ORDER      -  SECOND    CLASS 0
 ME1132
 ME1132.The horizontal coordinates were scaled from a map and have
 ME1132.an estimated accuracy of +/- 6 seconds.
 ME1132
 ME1132.The orthometric height was determined by differential leveling and
 ME1132.adjusted by the NATIONAL GEODETIC SURVEY
 ME1132.in June 1991.
 ME1132
 ME1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1132.GEOID18 height accuracy estimate available here.
 ME1132
 ME1132.Click photographs - Photos may exist for this station.
 ME1132
 ME1132.The dynamic height is computed by dividing the NAVD 88
 ME1132.geopotential number by the normal gravity value computed on the
 ME1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1132.degrees latitude (g = 980.6199 gals.).
 ME1132
 ME1132.The modeled gravity was interpolated from observed gravity values.
 ME1132
 ME1132;                    North         East    Units  Estimated Accuracy
 ME1132;SPC IN W     -   661,170.      869,430.      MT  (+/- 180 meters Scaled)
 ME1132
 ME1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624613(NAD 83)
 ME1132
 ME1132                          SUPERSEDED SURVEY CONTROL
 ME1132
 ME1132  NGVD 29 (??/??/92)  194.298  (m)          637.46   (f) ADJ UNCH    2 0
 ME1132
 ME1132.Superseded values are not recommended for survey control.
 ME1132
 ME1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1132.See file dsdata.pdf to determine how the superseded data were derived.
 ME1132
 ME1132_MARKER: DB = BENCH MARK DISK
 ME1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1132_SP_SET: ABUTMENT
 ME1132_STAMPING: R 286 1954
 ME1132_MARK LOGO: CGS
 ME1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1132
 ME1132  HISTORY     - Date     Condition        Report By
 ME1132  HISTORY     - 1954     MONUMENTED       CGS
 ME1132
 ME1132                          STATION DESCRIPTION
 ME1132
 ME1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1132'1 MI N FROM SCHNEIDER.
 ME1132'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1132'OF NEW YORK CENTRAL RAILROAD AT SCHNEIDER, ABOUT 0.95 MILE
 ME1132'NORTH OF NYCRR STATION AT SCHNEIDER, IN THE TOP AND 1 1/2 FOOT
 ME1132'WEST OF EAST END OF BACK WALL OF SOUTH CONCRETE ABUTMENT OF
 ME1132'HIGHWAY 41 STEEL BRIDGE OVER A CREEK, ABOUT 95 YARDS WEST OF
 ME1132'NYCRR, 16 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2
 ME1132'FOOT ABOVE LEVEL OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0701 ***********************************************************************
 ME0701  DESIGNATION -  R 29
 ME0701  PID         -  ME0701
 ME0701  STATE/COUNTY-  IN/PULASKI
 ME0701  COUNTRY     -  US
 ME0701  USGS QUAD   -  MEDARYVILLE (2019)
 ME0701
 ME0701                         *CURRENT SURVEY CONTROL
 ME0701  ______________________________________________________________________
 ME0701* NAD 83(1986) POSITION- 41 03 22.     (N) 086 53 08.     (W)   SCALED
 ME0701* NAVD 88 ORTHO HEIGHT -   208.511 (meters)      684.09  (feet) ADJUSTED
 ME0701  ______________________________________________________________________
 ME0701  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 ME0701  DYNAMIC HEIGHT  -        208.420 (meters)      683.79  (feet) COMP
 ME0701  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 ME0701
 ME0701  VERT ORDER      -  SECOND    CLASS 0
 ME0701
 ME0701.The horizontal coordinates were scaled from a map and have
 ME0701.an estimated accuracy of +/- 6 seconds.
 ME0701
 ME0701.The orthometric height was determined by differential leveling and
 ME0701.adjusted by the NATIONAL GEODETIC SURVEY
 ME0701.in June 1991.
 ME0701
 ME0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0701.GEOID18 height accuracy estimate available here.
 ME0701
 ME0701.Click photographs - Photos may exist for this station.
 ME0701
 ME0701.The dynamic height is computed by dividing the NAVD 88
 ME0701.geopotential number by the normal gravity value computed on the
 ME0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0701.degrees latitude (g = 980.6199 gals.).
 ME0701
 ME0701.The modeled gravity was interpolated from observed gravity values.
 ME0701
 ME0701;                    North         East    Units  Estimated Accuracy
 ME0701;SPC IN W     -   644,810.      916,630.      MT  (+/- 180 meters Scaled)
 ME0701
 ME0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL096449(NAD 83)
 ME0701
 ME0701                          SUPERSEDED SURVEY CONTROL
 ME0701
 ME0701  NGVD 29 (??/??/92)  208.610  (m)          684.41   (f) ADJ UNCH    2 0
 ME0701
 ME0701.Superseded values are not recommended for survey control.
 ME0701
 ME0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0701.See file dsdata.pdf to determine how the superseded data were derived.
 ME0701
 ME0701_MARKER: DB = BENCH MARK DISK
 ME0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0701_STAMPING: R 29 1934
 ME0701_MARK LOGO: CGS
 ME0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0701+STABILITY: SURFACE MOTION
 ME0701
 ME0701  HISTORY     - Date     Condition        Report By
 ME0701  HISTORY     - 1934     MONUMENTED       CGS
 ME0701  HISTORY     - 1946     GOOD             CGS
 ME0701
 ME0701                          STATION DESCRIPTION
 ME0701
 ME0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0701'5 MI N FROM FRANCESVILLE.
 ME0701'5.0 MILES NORTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 ME0701'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT FRANCESVILLE,
 ME0701'PULASKI COUNTY, 1.6 MILES SOUTH OF THE STATION AT MEDARYVILLE,
 ME0701'0.4 MILE SOUTH OF MILEPOST A 14, IN THE NORTHWEST CORNER OF THE
 ME0701'CROSSING OF STATE HIGHWAY 14, 42.5 FEET WEST OF THE WEST RAIL,
 ME0701'35.2 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 14, 6.1 FEET
 ME0701'NORTHEAST OF FENCE CORNER, AND ABOUT 1-1/2 FEET LOWER THAN
 ME0701'THE TRACK.  A STANDARD DISK, STAMPED R 29 1934 AND SET IN THE
 ME0701'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1290 ***********************************************************************
 JA1290  DESIGNATION -  R 292
 JA1290  PID         -  JA1290
 JA1290  STATE/COUNTY-  IN/SULLIVAN
 JA1290  COUNTRY     -  US
 JA1290  USGS QUAD   -  HEATHSVILLE (2018)
 JA1290
 JA1290                         *CURRENT SURVEY CONTROL
 JA1290  ______________________________________________________________________
 JA1290* NAD 83(1986) POSITION- 38 57 28.     (N) 087 30 35.     (W)   SCALED
 JA1290* NAVD 88 ORTHO HEIGHT -   131.591 (meters)      431.73  (feet) ADJUSTED
 JA1290  ______________________________________________________________________
 JA1290  GEOID HEIGHT    -        -32.034 (meters)                     GEOID18
 JA1290  DYNAMIC HEIGHT  -        131.512 (meters)      431.47  (feet) COMP
 JA1290  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 JA1290
 JA1290  VERT ORDER      -  FIRST     CLASS II
 JA1290
 JA1290.The horizontal coordinates were scaled from a map and have
 JA1290.an estimated accuracy of +/- 6 seconds.
 JA1290
 JA1290.The orthometric height was determined by differential leveling and
 JA1290.adjusted by the NATIONAL GEODETIC SURVEY
 JA1290.in June 1991.
 JA1290
 JA1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1290.GEOID18 height accuracy estimate available here.
 JA1290
 JA1290.Click photographs - Photos may exist for this station.
 JA1290
 JA1290.The dynamic height is computed by dividing the NAVD 88
 JA1290.geopotential number by the normal gravity value computed on the
 JA1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1290.degrees latitude (g = 980.6199 gals.).
 JA1290
 JA1290.The modeled gravity was interpolated from observed gravity values.
 JA1290
 JA1290;                    North         East    Units  Estimated Accuracy
 JA1290;SPC IN W     -   411,900.      863,040.      MT  (+/- 180 meters Scaled)
 JA1290
 JA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ558122(NAD 83)
 JA1290
 JA1290                          SUPERSEDED SURVEY CONTROL
 JA1290
 JA1290  NGVD 29 (??/??/92)  131.723  (m)          432.16   (f) ADJ UNCH    1 2
 JA1290
 JA1290.Superseded values are not recommended for survey control.
 JA1290
 JA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1290.See file dsdata.pdf to determine how the superseded data were derived.
 JA1290
 JA1290_MARKER: DB = BENCH MARK DISK
 JA1290_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1290_STAMPING: R 292 1956
 JA1290_MARK LOGO: CGS
 JA1290_PROJECTION: FLUSH
 JA1290_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1290
 JA1290  HISTORY     - Date     Condition        Report By
 JA1290  HISTORY     - 1956     MONUMENTED       CGS
 JA1290
 JA1290                          STATION DESCRIPTION
 JA1290
 JA1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1290'7.9 MI NW FROM CARLISLE.
 JA1290'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION
 JA1290'OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 1.5 MILES SOUTH
 JA1290'ALONG A GRAVEL ROAD, AT A CURVE IN MAIN GRAVEL ROAD WITH TANGENTS
 JA1290'EXTENDING EAST AND NORTH AND AT JUNCTION OF A ROAD WEST TO OLD
 JA1290'HITES FERRY LANDING ON WABASH RIVER AND JUNCTION OF A GRAVEL
 JA1290'DRIVE LEADING SOUTH, IN SECTION 22, T.6 N., R.10 W., 30 FEET
 JA1290'SOUTH OF CENTER LINE OF OLD FERRY ROAD WEST, 54 FEET SOUTHWEST
 JA1290'OF CENTER OF INTERSECTION OF ROADS, 22 FEET WEST OF CENTER LINE
 JA1290'OF GRAVEL DRIVE SOUTH TO FARM HOUSE, 14 1/2 FEET SOUTH OF A
 JA1290'FENCE CORNER, 13 FEET SOUTH OF A 20-INCH CATALPA TREE, 7 FEET
 JA1290'NORTH OF A 24-INCH CATALPA TREE, 3/4 FEET EAST OF A FENCE LINE
 JA1290'LEADING SOUTH, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1290'1/2 FOOT ABOVE LEVEL OF ROAD WEST AND IS A DISK ON TOP OF A
 JA1290'COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 JA1290'BY A 4-INCH TILE PROJECTING 3 INCHES.  THE ROD IS DRIVEN TO A
 JA1290'DEPTH OF 50-FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1276 ***********************************************************************
 KA1276  DESIGNATION -  R 293
 KA1276  PID         -  KA1276
 KA1276  STATE/COUNTY-  IN/VIGO
 KA1276  COUNTRY     -  US
 KA1276  USGS QUAD   -  HUTTON (2019)
 KA1276
 KA1276                         *CURRENT SURVEY CONTROL
 KA1276  ______________________________________________________________________
 KA1276* NAD 83(1986) POSITION- 39 20 21.     (N) 087 34 33.     (W)   SCALED
 KA1276* NAVD 88 ORTHO HEIGHT -   138.550 (meters)      454.56  (feet) ADJUSTED
 KA1276  ______________________________________________________________________
 KA1276  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 KA1276  DYNAMIC HEIGHT  -        138.470 (meters)      454.30  (feet) COMP
 KA1276  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA1276
 KA1276  VERT ORDER      -  FIRST     CLASS II
 KA1276
 KA1276.The horizontal coordinates were scaled from a map and have
 KA1276.an estimated accuracy of +/- 6 seconds.
 KA1276
 KA1276.The orthometric height was determined by differential leveling and
 KA1276.adjusted by the NATIONAL GEODETIC SURVEY
 KA1276.in June 1991.
 KA1276
 KA1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1276.GEOID18 height accuracy estimate available here.
 KA1276
 KA1276.Click photographs - Photos may exist for this station.
 KA1276
 KA1276.The dynamic height is computed by dividing the NAVD 88
 KA1276.geopotential number by the normal gravity value computed on the
 KA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1276.degrees latitude (g = 980.6199 gals.).
 KA1276
 KA1276.The modeled gravity was interpolated from observed gravity values.
 KA1276
 KA1276;                    North         East    Units  Estimated Accuracy
 KA1276;SPC IN W     -   454,270.      857,540.      MT  (+/- 180 meters Scaled)
 KA1276
 KA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ503545(NAD 83)
 KA1276
 KA1276                          SUPERSEDED SURVEY CONTROL
 KA1276
 KA1276  NGVD 29 (??/??/92)  138.659  (m)          454.92   (f) ADJ UNCH    1 2
 KA1276
 KA1276.Superseded values are not recommended for survey control.
 KA1276
 KA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1276.See file dsdata.pdf to determine how the superseded data were derived.
 KA1276
 KA1276_MARKER: DB = BENCH MARK DISK
 KA1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1276_STAMPING: R 293 1956
 KA1276_MARK LOGO: CGS
 KA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1276+STABILITY: SURFACE MOTION
 KA1276
 KA1276  HISTORY     - Date     Condition        Report By
 KA1276  HISTORY     - 1956     MONUMENTED       CGS
 KA1276  HISTORY     - 1969     GOOD             CGS
 KA1276
 KA1276                          STATION DESCRIPTION
 KA1276
 KA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1276'7 MI SW FROM PRAIRIETON.
 KA1276'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1276'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, THENCE ABOUT 1.25
 KA1276'MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.55 MILES SOUTHWEST
 KA1276'ALONG RIVER ROAD, IN SECTION 1, T. 10 N., R. 11 W., 30 FEET
 KA1276'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 115 FEET NORTHEAST OF A
 KA1276'WELL WITH PUMP, 106 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF AN
 KA1276'ABANDONED FARM HOUSE, 66 FEET EAST OF CENTER LINE OF A DRIVE,
 KA1276'5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. FW-T/62 WITH A TRANSFORMER,
 KA1276'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 KA1276'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1276'3 INCHES.
 KA1276
 KA1276                          STATION RECOVERY (1969)
 KA1276
 KA1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0670 ***********************************************************************
 KA0670  DESIGNATION -  R 3
 KA0670  PID         -  KA0670
 KA0670  STATE/COUNTY-  IN/HENDRICKS
 KA0670  COUNTRY     -  US
 KA0670  USGS QUAD   -  CLAYTON (2019)
 KA0670
 KA0670                         *CURRENT SURVEY CONTROL
 KA0670  ______________________________________________________________________
 KA0670* NAD 83(1986) POSITION- 39 43 34.     (N) 086 37 23.     (W)   SCALED
 KA0670* NAVD 88 ORTHO HEIGHT -   275.049 (meters)      902.39  (feet) POSTED
 KA0670  ______________________________________________________________________
 KA0670  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 KA0670  DYNAMIC HEIGHT  -        274.90  (meters)      901.9   (feet) COMP
 KA0670  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 KA0670
 KA0670  VERT ORDER      -  * POSTED, SEE BELOW
 KA0670
 KA0670.The horizontal coordinates were scaled from a map and have
 KA0670.an estimated accuracy of +/- 6 seconds.
 KA0670
 KA0670.The orthometric height was determined by differential leveling
 KA0670.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0670
 KA0670.* This is a POSTED BENCH MARK height.
 KA0670
 KA0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0670.GEOID18 height accuracy estimate available here.
 KA0670
 KA0670.Click photographs - Photos may exist for this station.
 KA0670
 KA0670.The dynamic height is computed by dividing the NAVD 88
 KA0670.geopotential number by the normal gravity value computed on the
 KA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0670.degrees latitude (g = 980.6199 gals.).
 KA0670
 KA0670.The modeled gravity was interpolated from observed gravity values.
 KA0670
 KA0670;                    North         East    Units  Estimated Accuracy
 KA0670;SPC IN W     -   497,210.      939,460.      MT  (+/- 180 meters Scaled)
 KA0670
 KA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ323974(NAD 83)
 KA0670
 KA0670                          SUPERSEDED SURVEY CONTROL
 KA0670
 KA0670  NGVD 29 (??/??/92)  275.159  (m)          902.75   (f) ADJ UNCH    1 2
 KA0670
 KA0670.Superseded values are not recommended for survey control.
 KA0670
 KA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0670.See file dsdata.pdf to determine how the superseded data were derived.
 KA0670
 KA0670_MARKER: DB = BENCH MARK DISK
 KA0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0670_SP_SET: PIER
 KA0670_STAMPING: 902.48 R 3
 KA0670_MARK LOGO: CGS
 KA0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0670
 KA0670  HISTORY     - Date     Condition        Report By
 KA0670  HISTORY     - 1916     MONUMENTED       CGS
 KA0670  HISTORY     - 1946     GOOD             CGS
 KA0670  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0670
 KA0670                          STATION DESCRIPTION
 KA0670
 KA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0670'1.2 MI SW FROM HADLEY.
 KA0670'DISK HAS BEEN MUTILATED WITH SOME SHARP INSTRUMENT SO THAT ALL THE
 KA0670'STAMPING IS NOT LEGIBLE.  OTHERWISE THE MARK APPEARS FIRM AND IN
 KA0670'GOOD CONDITION.  RECOVERED AS FOLLOWS-- 1.2 MILES SOUTHWEST ALONG
 KA0670'THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT HADLEY, 141 FEET
 KA0670'SOUTHWEST OF MILEPOST 25, AT A CONCRETE OVERHEAD HIGHWAY CROSSING,
 KA0670'IN THE NORTH FACE OF THE WEST LEG OF THE FIRST CONCRETE PIER SOUTH
 KA0670'OF THE TRACK, 6 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK,
 KA0670'AND ABOUT 3 FEET ABOVE THE GROUND.
 KA0670
 KA0670                          STATION RECOVERY (1985)
 KA0670
 KA0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0670'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1290 ***********************************************************************
 LB1290  DESIGNATION -  R 30
 LB1290  PID         -  LB1290
 LB1290  STATE/COUNTY-  IN/BENTON
 LB1290  COUNTRY     -  US
 LB1290  USGS QUAD   -  FOWLER (2019)
 LB1290
 LB1290                         *CURRENT SURVEY CONTROL
 LB1290  ______________________________________________________________________
 LB1290* NAD 83(1986) POSITION- 40 31 07.     (N) 087 20 29.     (W)   SCALED
 LB1290* NAVD 88 ORTHO HEIGHT -   224.504 (meters)      736.56  (feet) ADJUSTED
 LB1290  ______________________________________________________________________
 LB1290  GEOID HEIGHT    -        -33.327 (meters)                     GEOID18
 LB1290  DYNAMIC HEIGHT  -        224.393 (meters)      736.20  (feet) COMP
 LB1290  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 LB1290
 LB1290  VERT ORDER      -  SECOND    CLASS 0
 LB1290
 LB1290.The horizontal coordinates were scaled from a map and have
 LB1290.an estimated accuracy of +/- 6 seconds.
 LB1290
 LB1290.The orthometric height was determined by differential leveling and
 LB1290.adjusted by the NATIONAL GEODETIC SURVEY
 LB1290.in June 1991.
 LB1290
 LB1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1290.GEOID18 height accuracy estimate available here.
 LB1290
 LB1290.Click photographs - Photos may exist for this station.
 LB1290
 LB1290.The dynamic height is computed by dividing the NAVD 88
 LB1290.geopotential number by the normal gravity value computed on the
 LB1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1290.degrees latitude (g = 980.6199 gals.).
 LB1290
 LB1290.The modeled gravity was interpolated from observed gravity values.
 LB1290
 LB1290;                    North         East    Units  Estimated Accuracy
 LB1290;SPC IN W     -   585,130.      878,130.      MT  (+/- 180 meters Scaled)
 LB1290
 LB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK710853(NAD 83)
 LB1290
 LB1290                          SUPERSEDED SURVEY CONTROL
 LB1290
 LB1290  NGVD 29 (??/??/92)  224.560  (m)          736.74   (f) ADJ UNCH    2 0
 LB1290
 LB1290.Superseded values are not recommended for survey control.
 LB1290
 LB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1290.See file dsdata.pdf to determine how the superseded data were derived.
 LB1290
 LB1290_MARKER: DB = BENCH MARK DISK
 LB1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1290_STAMPING: R 30 1934
 LB1290_MARK LOGO: CGS
 LB1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1290+STABILITY: SURFACE MOTION
 LB1290
 LB1290  HISTORY     - Date     Condition        Report By
 LB1290  HISTORY     - 1934     MONUMENTED       CGS
 LB1290  HISTORY     - 1946     GOOD             CGS
 LB1290
 LB1290                          STATION DESCRIPTION
 LB1290
 LB1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1290'AT CHASE.
 LB1290'AT CHASE, BENTON COUNTY, 260 YARDS WEST OF THE NEW YORK, CHICAGO
 LB1290'AND ST. LOUIS RAILROAD STATION, 100 YARDS SOUTH OF STATE HIGHWAY
 LB1290'352, 26 YARDS SOUTH OF THE SOUTHWEST END OF A GRAIN ELEVATOR, IN
 LB1290'THE SOUTHEAST ANGLE OF A GRAVEL-ROAD CROSSING, 30.1 FEET
 LB1290'SOUTH OF THE SOUTH RAIL, 29.5 FEET EAST OF THE CENTERLINE OF
 LB1290'THE GRAVEL ROAD, 11.2 FEE NORTHEAST OF A POLE, 2 FEET EAST OF
 LB1290'A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 LB1290'TRACK.  A STANDARD DISK, STAMPED R 30 1934 AND SET IN THE TOP
 LB1290'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB1290'THIS BENCH MARK IS 2.0 MILES EAST OF BOSWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0713 ***********************************************************************
 MD0713  DESIGNATION -  R 305
 MD0713  PID         -  MD0713
 MD0713  STATE/COUNTY-  IN/ALLEN
 MD0713  COUNTRY     -  US
 MD0713  USGS QUAD   -  HUNTERTOWN (2019)
 MD0713
 MD0713                         *CURRENT SURVEY CONTROL
 MD0713  ______________________________________________________________________
 MD0713* NAD 83(1986) POSITION- 41 08 49.     (N) 085 08 47.     (W)   SCALED
 MD0713* NAVD 88 ORTHO HEIGHT -   251.413 (meters)      824.84  (feet) ADJUSTED
 MD0713  ______________________________________________________________________
 MD0713  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 MD0713  DYNAMIC HEIGHT  -        251.315 (meters)      824.52  (feet) COMP
 MD0713  MODELED GRAVITY -    980,227.8   (mgal)                       NAVD 88
 MD0713
 MD0713  VERT ORDER      -  SECOND    CLASS 0
 MD0713
 MD0713.This mark is at Smith Field Airport (SMD)
 MD0713
 MD0713.The horizontal coordinates were scaled from a map and have
 MD0713.an estimated accuracy of +/- 6 seconds.
 MD0713
 MD0713.The orthometric height was determined by differential leveling and
 MD0713.adjusted by the NATIONAL GEODETIC SURVEY
 MD0713.in June 1991.
 MD0713
 MD0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0713.GEOID18 height accuracy estimate available here.
 MD0713
 MD0713.Click photographs - Photos may exist for this station.
 MD0713
 MD0713.The dynamic height is computed by dividing the NAVD 88
 MD0713.geopotential number by the normal gravity value computed on the
 MD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0713.degrees latitude (g = 980.6199 gals.).
 MD0713
 MD0713.The modeled gravity was interpolated from observed gravity values.
 MD0713
 MD0713;                    North         East    Units  Estimated Accuracy
 MD0713;SPC IN E     -   655,010.      143,680.      MT  (+/- 180 meters Scaled)
 MD0713
 MD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL555567(NAD 83)
 MD0713
 MD0713                          SUPERSEDED SURVEY CONTROL
 MD0713
 MD0713  NGVD 29 (??/??/92)  251.547  (m)          825.28   (f) ADJ UNCH    2 0
 MD0713
 MD0713.Superseded values are not recommended for survey control.
 MD0713
 MD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0713.See file dsdata.pdf to determine how the superseded data were derived.
 MD0713
 MD0713_MARKER: DB = BENCH MARK DISK
 MD0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0713_STAMPING: R 305 1963
 MD0713_MARK LOGO: CGS
 MD0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0713+STABILITY: SURFACE MOTION
 MD0713
 MD0713  HISTORY     - Date     Condition        Report By
 MD0713  HISTORY     - 1963     MONUMENTED       CGS
 MD0713  HISTORY     - 1968     GOOD             INHD
 MD0713  HISTORY     - 20030430 MARK NOT FOUND   USGS-R
 MD0713
 MD0713                          STATION DESCRIPTION
 MD0713
 MD0713'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0713'4.5 MI N FROM FT WAYNE.
 MD0713'4.5 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION AT
 MD0713'FT. WAYNE ALONG THE RAILROAD AT THE NORTHEAST CORNER OF THE
 MD0713'FT. WAYNE MUNICIPAL AIRPORT (SMITH FIELD) 100 FT. NORTHEAST OF
 MD0713'THE NORTHEAST CORNER OF THE AIRPORT, 44.6 FT. EAST OF THE EAST
 MD0713'RAIL OF THE RAILROAD, 29.6 FT. OF A RAILROAD CROSSING SIGN,
 MD0713'26.8 FT. NORTH OF THE CENTERLINE OF COOK ROAD, 3.4 FT. WEST
 MD0713'OF THE FENCE LINE, SET IN THE TOP OF A CONC. POST PROJECTING
 MD0713'12 INCHES.  1 FT. NORTH OF A STEEL WITNESS POST, AND ABOUT
 MD0713'3 FT. BELOW THE LEVEL OF THE R.R.
 MD0713
 MD0713                          STATION RECOVERY (2003)
 MD0713
 MD0713'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 MD0713'REMOVAL OF THE RAILROAD AND CONSTRUCTION OF MAIN ROADS MMAY HAVE
 MD0713'DESTROYED THIS MARK, NO EVIDENCE OF THIS MONUMENT WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0078 ***********************************************************************
 JA0078  DESIGNATION -  R 309
 JA0078  PID         -  JA0078
 JA0078  STATE/COUNTY-  IN/ORANGE
 JA0078  COUNTRY     -  US
 JA0078  USGS QUAD   -  MITCHELL (2019)
 JA0078
 JA0078                         *CURRENT SURVEY CONTROL
 JA0078  ______________________________________________________________________
 JA0078* NAD 83(1986) POSITION- 38 39 26.     (N) 086 26 48.     (W)   SCALED
 JA0078* NAVD 88 ORTHO HEIGHT -   196.769 (meters)      645.57  (feet) ADJUSTED
 JA0078  ______________________________________________________________________
 JA0078  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 JA0078  DYNAMIC HEIGHT  -        196.638 (meters)      645.14  (feet) COMP
 JA0078  MODELED GRAVITY -    979,958.8   (mgal)                       NAVD 88
 JA0078
 JA0078  VERT ORDER      -  FIRST     CLASS II
 JA0078
 JA0078.The horizontal coordinates were scaled from a map and have
 JA0078.an estimated accuracy of +/- 6 seconds.
 JA0078
 JA0078.The orthometric height was determined by differential leveling and
 JA0078.adjusted by the NATIONAL GEODETIC SURVEY
 JA0078.in June 1991.
 JA0078
 JA0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0078.GEOID18 height accuracy estimate available here.
 JA0078
 JA0078.Click photographs - Photos may exist for this station.
 JA0078
 JA0078.The dynamic height is computed by dividing the NAVD 88
 JA0078.geopotential number by the normal gravity value computed on the
 JA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0078.degrees latitude (g = 980.6199 gals.).
 JA0078
 JA0078.The modeled gravity was interpolated from observed gravity values.
 JA0078
 JA0078;                    North         East    Units  Estimated Accuracy
 JA0078;SPC IN W     -   378,640.      955,420.      MT  (+/- 180 meters Scaled)
 JA0078
 JA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH481788(NAD 83)
 JA0078
 JA0078                          SUPERSEDED SURVEY CONTROL
 JA0078
 JA0078  NGVD 29 (??/??/92)  196.875  (m)          645.91   (f) ADJ UNCH    1 2
 JA0078
 JA0078.Superseded values are not recommended for survey control.
 JA0078
 JA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0078.See file dsdata.pdf to determine how the superseded data were derived.
 JA0078
 JA0078_MARKER: DB = BENCH MARK DISK
 JA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0078_STAMPING: R 309 1965
 JA0078_MARK LOGO: CGS
 JA0078_PROJECTION: FLUSH
 JA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0078+STABILITY: SURFACE MOTION
 JA0078
 JA0078  HISTORY     - Date     Condition        Report By
 JA0078  HISTORY     - 1965     MONUMENTED       CGS
 JA0078
 JA0078                          STATION DESCRIPTION
 JA0078
 JA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0078'0.6 MI SE FROM ORLEANS.
 JA0078'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0078'RAILWAY FROM THE STATION AT ORLEANS, THENCE 0.1 MILE EAST ALONG
 JA0078'HARDING STREET, THENCE 0.2 MILE SOUTH ALONG A PAVED STREET,
 JA0078'THENCE 0.05 MILE EAST ALONG A PAVED STREET, IN SECTION 31, T 3 N,
 JA0078'R 1 E, AT THE SOUTHEAST CORNER OF THE MOST EASTERLY HANGER AT
 JA0078'THE ORLEANS AIRPORT, 2 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JA0078'HANGER, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0078'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0717 ***********************************************************************
 LB0717  DESIGNATION -  R 31
 LB0717  PID         -  LB0717
 LB0717  STATE/COUNTY-  IN/CLINTON
 LB0717  COUNTRY     -  US
 LB0717  USGS QUAD   -  FRANKFORT (2019)
 LB0717
 LB0717                         *CURRENT SURVEY CONTROL
 LB0717  ______________________________________________________________________
 LB0717* NAD 83(1986) POSITION- 40 18 46.     (N) 086 36 14.     (W)   SCALED
 LB0717* NAVD 88 ORTHO HEIGHT -   248.451 (meters)      815.13  (feet) ADJUSTED
 LB0717  ______________________________________________________________________
 LB0717  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 LB0717  DYNAMIC HEIGHT  -        248.323 (meters)      814.71  (feet) COMP
 LB0717  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 LB0717
 LB0717  VERT ORDER      -  SECOND    CLASS 0
 LB0717
 LB0717.The horizontal coordinates were scaled from a map and have
 LB0717.an estimated accuracy of +/- 6 seconds.
 LB0717
 LB0717.The orthometric height was determined by differential leveling and
 LB0717.adjusted by the NATIONAL GEODETIC SURVEY
 LB0717.in June 1991.
 LB0717
 LB0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0717.GEOID18 height accuracy estimate available here.
 LB0717
 LB0717.Click photographs - Photos may exist for this station.
 LB0717
 LB0717.The dynamic height is computed by dividing the NAVD 88
 LB0717.geopotential number by the normal gravity value computed on the
 LB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0717.degrees latitude (g = 980.6199 gals.).
 LB0717
 LB0717.The modeled gravity was interpolated from observed gravity values.
 LB0717
 LB0717;                    North         East    Units  Estimated Accuracy
 LB0717;SPC IN W     -   562,360.      940,750.      MT  (+/- 180 meters Scaled)
 LB0717
 LB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK336625(NAD 83)
 LB0717
 LB0717                          SUPERSEDED SURVEY CONTROL
 LB0717
 LB0717  NGVD 29 (??/??/92)  248.554  (m)          815.46   (f) ADJ UNCH    2 0
 LB0717
 LB0717.Superseded values are not recommended for survey control.
 LB0717
 LB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0717.See file dsdata.pdf to determine how the superseded data were derived.
 LB0717
 LB0717_MARKER: DB = BENCH MARK DISK
 LB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0717_STAMPING: R 31 1934
 LB0717_MARK LOGO: CGS
 LB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0717+STABILITY: SURFACE MOTION
 LB0717
 LB0717  HISTORY     - Date     Condition        Report By
 LB0717  HISTORY     - 1934     MONUMENTED       CGS
 LB0717  HISTORY     - 1946     GOOD             CGS
 LB0717
 LB0717                          STATION DESCRIPTION
 LB0717
 LB0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0717'3.8 MI SE FROM MULBERRY.
 LB0717'3.8 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0717'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, 222 YARDS
 LB0717'SOUTHEAST OF MILEPOST S 240, AT A GRAVEL-ROAD CROSSING, 52 YARDS
 LB0717'SOUTHWEST OF THE GUY SWAN HOUSE ON THE WILBUR HAMILTON PROPERTY,
 LB0717'52 FEET WEST OF THE CENTERLINE OF THE ROAD, 36.4 FEET SOUTH OF A LONG
 LB0717'20-INCH HICKORY TREE, 26.3 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LB0717'2.8 FEET SOUTHWEST OF THE FENCE LINE, AND ABOUT 2-1/2 FEET LOWER
 LB0717'THAN THE TRACK.  A STANDARD DISK, STAMPED R 31 1934 AND SET IN
 LB0717'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0383 ***********************************************************************
 JA0383  DESIGNATION -  R 310
 JA0383  PID         -  JA0383
 JA0383  STATE/COUNTY-  IN/CRAWFORD
 JA0383  COUNTRY     -  US
 JA0383  USGS QUAD   -  VALEENE (2019)
 JA0383
 JA0383                         *CURRENT SURVEY CONTROL
 JA0383  ______________________________________________________________________
 JA0383* NAD 83(1986) POSITION- 38 23 14.     (N) 086 27 10.     (W)   SCALED
 JA0383* NAVD 88 ORTHO HEIGHT -   234.223 (meters)      768.45  (feet) ADJUSTED
 JA0383  ______________________________________________________________________
 JA0383  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 JA0383  DYNAMIC HEIGHT  -        234.058 (meters)      767.91  (feet) COMP
 JA0383  MODELED GRAVITY -    979,919.1   (mgal)                       NAVD 88
 JA0383
 JA0383  VERT ORDER      -  FIRST     CLASS II
 JA0383
 JA0383.The horizontal coordinates were scaled from a map and have
 JA0383.an estimated accuracy of +/- 6 seconds.
 JA0383
 JA0383.The orthometric height was determined by differential leveling and
 JA0383.adjusted by the NATIONAL GEODETIC SURVEY
 JA0383.in June 1991.
 JA0383
 JA0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0383.GEOID18 height accuracy estimate available here.
 JA0383
 JA0383.Click photographs - Photos may exist for this station.
 JA0383
 JA0383.The dynamic height is computed by dividing the NAVD 88
 JA0383.geopotential number by the normal gravity value computed on the
 JA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0383.degrees latitude (g = 980.6199 gals.).
 JA0383
 JA0383.The modeled gravity was interpolated from observed gravity values.
 JA0383
 JA0383;                    North         East    Units  Estimated Accuracy
 JA0383;SPC IN W     -   348,660.      955,090.      MT  (+/- 180 meters Scaled)
 JA0383
 JA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477489(NAD 83)
 JA0383
 JA0383                          SUPERSEDED SURVEY CONTROL
 JA0383
 JA0383  NGVD 29 (??/??/92)  234.327  (m)          768.79   (f) ADJ UNCH    1 2
 JA0383
 JA0383.Superseded values are not recommended for survey control.
 JA0383
 JA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0383.See file dsdata.pdf to determine how the superseded data were derived.
 JA0383
 JA0383_MARKER: DB = BENCH MARK DISK
 JA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0383_STAMPING: R 310 1965
 JA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0383+STABILITY: SURFACE MOTION
 JA0383
 JA0383  HISTORY     - Date     Condition        Report By
 JA0383  HISTORY     - 1965     MONUMENTED       CGS
 JA0383
 JA0383                          STATION DESCRIPTION
 JA0383
 JA0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0383'4 MI N FROM ENGLISH.
 JA0383'4.05 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0383'ENGLISH, IN SECTION 31, T 1 S, R 1 E, 48 FEET SOUTHEAST OF THE
 JA0383'CENTER LINE OF THE HIGHWAY, 136 FEET NORTHEAST OF THE NORTHEAST
 JA0383'CORNER OF A HOUSE, 66 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY,
 JA0383'15 FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A METAL
 JA0383'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0383'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0734 ***********************************************************************
 JA0734  DESIGNATION -  R 311
 JA0734  PID         -  JA0734
 JA0734  STATE/COUNTY-  IN/DAVIESS
 JA0734  COUNTRY     -  US
 JA0734  USGS QUAD   -  LOOGOOTEE (2019)
 JA0734
 JA0734                         *CURRENT SURVEY CONTROL
 JA0734  ______________________________________________________________________
 JA0734* NAD 83(1986) POSITION- 38 40 15.     (N) 086 59 21.     (W)   SCALED
 JA0734* NAVD 88 ORTHO HEIGHT -   165.260 (meters)      542.19  (feet) ADJUSTED
 JA0734  ______________________________________________________________________
 JA0734  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 JA0734  DYNAMIC HEIGHT  -        165.155 (meters)      541.85  (feet) COMP
 JA0734  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 JA0734
 JA0734  VERT ORDER      -  FIRST     CLASS II
 JA0734
 JA0734.The horizontal coordinates were scaled from a map and have
 JA0734.an estimated accuracy of +/- 6 seconds.
 JA0734
 JA0734.The orthometric height was determined by differential leveling and
 JA0734.adjusted by the NATIONAL GEODETIC SURVEY
 JA0734.in June 1991.
 JA0734
 JA0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0734.GEOID18 height accuracy estimate available here.
 JA0734
 JA0734.Click photographs - Photos may exist for this station.
 JA0734
 JA0734.The dynamic height is computed by dividing the NAVD 88
 JA0734.geopotential number by the normal gravity value computed on the
 JA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0734.degrees latitude (g = 980.6199 gals.).
 JA0734
 JA0734.The modeled gravity was interpolated from observed gravity values.
 JA0734
 JA0734;                    North         East    Units  Estimated Accuracy
 JA0734;SPC IN W     -   379,960.      908,200.      MT  (+/- 180 meters Scaled)
 JA0734
 JA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH009802(NAD 83)
 JA0734
 JA0734                          SUPERSEDED SURVEY CONTROL
 JA0734
 JA0734  NGVD 29 (??/??/92)  165.388  (m)          542.61   (f) ADJ UNCH    1 2
 JA0734
 JA0734.Superseded values are not recommended for survey control.
 JA0734
 JA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0734.See file dsdata.pdf to determine how the superseded data were derived.
 JA0734
 JA0734_MARKER: DB = BENCH MARK DISK
 JA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0734_STAMPING: R 311 1965
 JA0734_MARK LOGO: CGS
 JA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0734+STABILITY: SURFACE MOTION
 JA0734
 JA0734  HISTORY     - Date     Condition        Report By
 JA0734  HISTORY     - 1965     MONUMENTED       CGS
 JA0734  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0734
 JA0734                          STATION DESCRIPTION
 JA0734
 JA0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0734'3 MI E FROM MONTGOMERY.
 JA0734'ABOUT 3.05 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0734'THE STATION AT MONTGOMERY, OR ABOUT 3.95 MILES WEST ALONG THE
 JA0734'BALTIMORE AND OHIO RAILROAD FROM THE STATION AT LOOGOOTEE, IN
 JA0734'SECTION 20, T 3 N, R 5 W, 1/2 POLE EAST OF MILEPOST 159-20,
 JA0734'29 1/2 FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 JA0734'A FARM ROAD, 36 FEET NORTH OF THE NORTH RAIL, 2.5 FEET EAST OF A
 JA0734'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK,
 JA0734'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0734
 JA0734                          STATION RECOVERY (2022)
 JA0734
 JA0734'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0734'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0265 ***********************************************************************
 JA0265  DESIGNATION -  R 312
 JA0265  PID         -  JA0265
 JA0265  STATE/COUNTY-  IN/CRAWFORD
 JA0265  COUNTRY     -  US
 JA0265  USGS QUAD   -  MILLTOWN (2019)
 JA0265
 JA0265                         *CURRENT SURVEY CONTROL
 JA0265  ______________________________________________________________________
 JA0265* NAD 83(1986) POSITION- 38 21 01.     (N) 086 17 53.     (W)   SCALED
 JA0265* NAVD 88 ORTHO HEIGHT -   172.898 (meters)      567.25  (feet) ADJUSTED
 JA0265  ______________________________________________________________________
 JA0265  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 JA0265  DYNAMIC HEIGHT  -        172.776 (meters)      566.85  (feet) COMP
 JA0265  MODELED GRAVITY -    979,923.6   (mgal)                       NAVD 88
 JA0265
 JA0265  VERT ORDER      -  FIRST     CLASS II
 JA0265
 JA0265.The horizontal coordinates were scaled from a map and have
 JA0265.an estimated accuracy of +/- 6 seconds.
 JA0265
 JA0265.The orthometric height was determined by differential leveling and
 JA0265.adjusted by the NATIONAL GEODETIC SURVEY
 JA0265.in June 1991.
 JA0265
 JA0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0265.GEOID18 height accuracy estimate available here.
 JA0265
 JA0265.Click photographs - Photos may exist for this station.
 JA0265
 JA0265.The dynamic height is computed by dividing the NAVD 88
 JA0265.geopotential number by the normal gravity value computed on the
 JA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0265.degrees latitude (g = 980.6199 gals.).
 JA0265
 JA0265.The modeled gravity was interpolated from observed gravity values.
 JA0265
 JA0265;                    North         East    Units  Estimated Accuracy
 JA0265;SPC IN W     -   344,670.      968,640.      MT  (+/- 180 meters Scaled)
 JA0265
 JA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH613449(NAD 83)
 JA0265
 JA0265                          SUPERSEDED SURVEY CONTROL
 JA0265
 JA0265  NGVD 29 (??/??/92)  173.016  (m)          567.64   (f) ADJ UNCH    1 2
 JA0265
 JA0265.Superseded values are not recommended for survey control.
 JA0265
 JA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0265.See file dsdata.pdf to determine how the superseded data were derived.
 JA0265
 JA0265_MARKER: DB = BENCH MARK DISK
 JA0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0265_SP_SET: BRIDGE
 JA0265_STAMPING: R 312 1965
 JA0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0265
 JA0265  HISTORY     - Date     Condition        Report By
 JA0265  HISTORY     - 1965     MONUMENTED       CGS
 JA0265  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0265
 JA0265                          STATION DESCRIPTION
 JA0265
 JA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0265'1.4 MI W FROM MILLTOWN.
 JA0265'1.35 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE WEST END
 JA0265'OF THE BLUE RIVER BRIDGE AT MILLTOWN, OR ABOUT 2.9 MILES SOUTHEAST
 JA0265'OF THE STATION AT MARENGO, IN SECTION 16, T 2 S, R 2 E, 3 1/2
 JA0265'RAILS WEST OF THE WEST END OF A SIDE TRACK, 5 FEET NORTH OF THE
 JA0265'NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 JA0265'OF A BRIDGE OVER WHISKEY RUN CREEK, ABOUT 1 FOOT BELOW THE LEVEL
 JA0265'OF THE RAILS.
 JA0265
 JA0265                          STATION RECOVERY (2023)
 JA0265
 JA0265'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0265'THE BRIDGE IS NOW A PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1356 ***********************************************************************
 HZ1356  DESIGNATION -  R 313
 HZ1356  PID         -  HZ1356
 HZ1356  STATE/COUNTY-  IN/FLOYD
 HZ1356  COUNTRY     -  US
 HZ1356  USGS QUAD   -  GEORGETOWN (2019)
 HZ1356
 HZ1356                         *CURRENT SURVEY CONTROL
 HZ1356  ______________________________________________________________________
 HZ1356* NAD 83(1986) POSITION- 38 17 44.     (N) 085 57 26.     (W)   SCALED
 HZ1356* NAVD 88 ORTHO HEIGHT -   221.322 (meters)      726.12  (feet) ADJUSTED
 HZ1356  ______________________________________________________________________
 HZ1356  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 HZ1356  DYNAMIC HEIGHT  -        221.168 (meters)      725.62  (feet) COMP
 HZ1356  MODELED GRAVITY -    979,928.6   (mgal)                       NAVD 88
 HZ1356
 HZ1356  VERT ORDER      -  FIRST     CLASS II
 HZ1356
 HZ1356.The horizontal coordinates were scaled from a map and have
 HZ1356.an estimated accuracy of +/- 6 seconds.
 HZ1356
 HZ1356.The orthometric height was determined by differential leveling and
 HZ1356.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1356.in June 1991.
 HZ1356
 HZ1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1356.GEOID18 height accuracy estimate available here.
 HZ1356
 HZ1356.Click photographs - Photos may exist for this station.
 HZ1356
 HZ1356.The dynamic height is computed by dividing the NAVD 88
 HZ1356.geopotential number by the normal gravity value computed on the
 HZ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1356.degrees latitude (g = 980.6199 gals.).
 HZ1356
 HZ1356.The modeled gravity was interpolated from observed gravity values.
 HZ1356
 HZ1356;                    North         East    Units  Estimated Accuracy
 HZ1356;SPC IN E     -   338,340.       74,580.      MT  (+/- 180 meters Scaled)
 HZ1356
 HZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH911391(NAD 83)
 HZ1356
 HZ1356                          SUPERSEDED SURVEY CONTROL
 HZ1356
 HZ1356  NGVD 29 (??/??/92)  221.454  (m)          726.55   (f) ADJ UNCH    1 2
 HZ1356
 HZ1356.Superseded values are not recommended for survey control.
 HZ1356
 HZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1356.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1356
 HZ1356_MARKER: DB = BENCH MARK DISK
 HZ1356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1356_SP_SET: ABUTMENT
 HZ1356_STAMPING: R 313 1965
 HZ1356_MARK LOGO: CGS
 HZ1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1356
 HZ1356  HISTORY     - Date     Condition        Report By
 HZ1356  HISTORY     - 1965     MONUMENTED       CGS
 HZ1356
 HZ1356                          STATION DESCRIPTION
 HZ1356
 HZ1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1356'1 MI E FROM GEORGETOWN.
 HZ1356'ABOUT 1 MILE EAST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 HZ1356'BRETHERN CHURCH AT GEORGETOWN, IN SECTION 33, T 2 S, R 5 E, 5
 HZ1356'RAILS WEST OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 HZ1356'23 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9 1/2
 HZ1356'FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, SET IN THE TOP
 HZ1356'OF THE SOUTH END OF THE EAST ABUTMENT OF A SMALL BRIDGE, ABOUT
 HZ1356'3 FEET BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0877 ***********************************************************************
 JA0877  DESIGNATION -  R 314
 JA0877  PID         -  JA0877
 JA0877  STATE/COUNTY-  IN/KNOX
 JA0877  COUNTRY     -  US
 JA0877  USGS QUAD   -  FRITCHTON (2019)
 JA0877
 JA0877                         *CURRENT SURVEY CONTROL
 JA0877  ______________________________________________________________________
 JA0877* NAD 83(1986) POSITION- 38 40 49.     (N) 087 24 33.     (W)   SCALED
 JA0877* NAVD 88 ORTHO HEIGHT -   155.382 (meters)      509.78  (feet) ADJUSTED
 JA0877  ______________________________________________________________________
 JA0877  GEOID HEIGHT    -        -31.947 (meters)                     GEOID18
 JA0877  DYNAMIC HEIGHT  -        155.285 (meters)      509.46  (feet) COMP
 JA0877  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JA0877
 JA0877  VERT ORDER      -  FIRST     CLASS II
 JA0877
 JA0877.The horizontal coordinates were scaled from a map and have
 JA0877.an estimated accuracy of +/- 6 seconds.
 JA0877
 JA0877.The orthometric height was determined by differential leveling and
 JA0877.adjusted by the NATIONAL GEODETIC SURVEY
 JA0877.in June 1991.
 JA0877
 JA0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0877.GEOID18 height accuracy estimate available here.
 JA0877
 JA0877.Click photographs - Photos may exist for this station.
 JA0877
 JA0877.The dynamic height is computed by dividing the NAVD 88
 JA0877.geopotential number by the normal gravity value computed on the
 JA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0877.degrees latitude (g = 980.6199 gals.).
 JA0877
 JA0877.The modeled gravity was interpolated from observed gravity values.
 JA0877
 JA0877;                    North         East    Units  Estimated Accuracy
 JA0877;SPC IN W     -   381,060.      871,650.      MT  (+/- 180 meters Scaled)
 JA0877
 JA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH644813(NAD 83)
 JA0877
 JA0877                          SUPERSEDED SURVEY CONTROL
 JA0877
 JA0877  NGVD 29 (??/??/92)  155.507  (m)          510.19   (f) ADJ UNCH    1 2
 JA0877
 JA0877.Superseded values are not recommended for survey control.
 JA0877
 JA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0877.See file dsdata.pdf to determine how the superseded data were derived.
 JA0877
 JA0877_MARKER: DB = BENCH MARK DISK
 JA0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0877_STAMPING: R 314 1965
 JA0877_MARK LOGO: CGS
 JA0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0877+STABILITY: SURFACE MOTION
 JA0877
 JA0877  HISTORY     - Date     Condition        Report By
 JA0877  HISTORY     - 1965     MONUMENTED       CGS
 JA0877  HISTORY     - 1986     GOOD             NGS
 JA0877
 JA0877                          STATION DESCRIPTION
 JA0877
 JA0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0877'6.4 MI E FROM VINCENNES.
 JA0877'ABOUT 6.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0877'THE STATION AT VINCENNES, OR ABOUT 6.1 MILES WEST ALONG THE
 JA0877'BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF THE RAILROAD
 JA0877'AND STATE HIGHWAY 550 AT WHEATLAND, IN FRACTIONAL SECTION 44, T
 JA0877'3 N, R 9 W, 2 1/2 POLES WEST OF MILEPOST 182-20, 49 1/2 FEET NORTH
 JA0877'OF THE NORTH RAIL, AT THE EAST END OF A CUT, 55 FEET NORTHWEST
 JA0877'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JA0877'83 FEET SOUTHWEST OF A LARGE ELM TREE, 43 1/2 FEET WEST OF A
 JA0877'CORNER FENCE POST, 2 FEET SOUTH OF A FENCE, 1.8 FEET NORTH OF
 JA0877'A WOODEN WITNESS POST ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JA0877'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0877
 JA0877                          STATION RECOVERY (1986)
 JA0877
 JA0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0877'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0877'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0877'DELETE--2 1/2 POLES WEST OF MILEPOST 182.20, AND 83 FT SOUTHWEST OF A
 JA0877'LARGE ELM TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1080 ***********************************************************************
 JA1080  DESIGNATION -  R 315
 JA1080  PID         -  JA1080
 JA1080  STATE/COUNTY-  IN/PIKE
 JA1080  COUNTRY     -  US
 JA1080  USGS QUAD   -  PETERSBURG (2019)
 JA1080
 JA1080                         *CURRENT SURVEY CONTROL
 JA1080  ______________________________________________________________________
 JA1080* NAD 83(1986) POSITION- 38 26 09.     (N) 087 18 26.     (W)   SCALED
 JA1080* NAVD 88 ORTHO HEIGHT -   143.800 (meters)      471.78  (feet) ADJUSTED
 JA1080  ______________________________________________________________________
 JA1080  GEOID HEIGHT    -        -31.914 (meters)                     GEOID18
 JA1080  DYNAMIC HEIGHT  -        143.707 (meters)      471.48  (feet) COMP
 JA1080  MODELED GRAVITY -    979,974.9   (mgal)                       NAVD 88
 JA1080
 JA1080  VERT ORDER      -  FIRST     CLASS II
 JA1080
 JA1080.The horizontal coordinates were scaled from a map and have
 JA1080.an estimated accuracy of +/- 6 seconds.
 JA1080
 JA1080.The orthometric height was determined by differential leveling and
 JA1080.adjusted by the NATIONAL GEODETIC SURVEY
 JA1080.in June 1991.
 JA1080
 JA1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1080.GEOID18 height accuracy estimate available here.
 JA1080
 JA1080.Click photographs - Photos may exist for this station.
 JA1080
 JA1080.The dynamic height is computed by dividing the NAVD 88
 JA1080.geopotential number by the normal gravity value computed on the
 JA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1080.degrees latitude (g = 980.6199 gals.).
 JA1080
 JA1080.The modeled gravity was interpolated from observed gravity values.
 JA1080
 JA1080;                    North         East    Units  Estimated Accuracy
 JA1080;SPC IN W     -   353,890.      880,450.      MT  (+/- 180 meters Scaled)
 JA1080
 JA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH731542(NAD 83)
 JA1080
 JA1080                          SUPERSEDED SURVEY CONTROL
 JA1080
 JA1080  NGVD 29 (??/??/92)  143.931  (m)          472.21   (f) ADJ UNCH    1 2
 JA1080
 JA1080.Superseded values are not recommended for survey control.
 JA1080
 JA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1080.See file dsdata.pdf to determine how the superseded data were derived.
 JA1080
 JA1080_MARKER: DB = BENCH MARK DISK
 JA1080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1080_STAMPING: R 315 1965
 JA1080_MARK LOGO: CGS
 JA1080_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1080
 JA1080  HISTORY     - Date     Condition        Report By
 JA1080  HISTORY     - 1965     MONUMENTED       CGS
 JA1080  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1080
 JA1080                          STATION DESCRIPTION
 JA1080
 JA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1080'4.3 MI S FROM PETERSBURG.
 JA1080'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1080'COUNTY COURTHOUSE AT PETERSBURG, THENCE 3.85 MILES SOUTH ALONG
 JA1080'THE NEW YORK CENTRAL RAILROAD, 16 1/2 TELEPHONE POLES SOUTHWEST
 JA1080'OF A CROSSING OF THE RAILROAD AND A ROAD, AT THE SOUTHWEST END
 JA1080'OF A SHALLOW CUT, 28.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 8.3
 JA1080'FEET SOUTHEAST OF A 14-INCH HICKORY TREE, 1.5 FEET NORTH OF A
 JA1080'METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 JA1080'TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.
 JA1080
 JA1080                          STATION RECOVERY (1985)
 JA1080
 JA1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1043 ***********************************************************************
 JA1043  DESIGNATION -  R 316
 JA1043  PID         -  JA1043
 JA1043  STATE/COUNTY-  IN/VANDERBURGH
 JA1043  COUNTRY     -  US
 JA1043  USGS QUAD   -  DAYLIGHT (2019)
 JA1043
 JA1043                         *CURRENT SURVEY CONTROL
 JA1043  ______________________________________________________________________
 JA1043* NAD 83(1986) POSITION- 38 07 10.     (N) 087 28 19.     (W)   SCALED
 JA1043* NAVD 88 ORTHO HEIGHT -   124.274 (meters)      407.72  (feet) ADJUSTED
 JA1043  ______________________________________________________________________
 JA1043  GEOID HEIGHT    -        -31.316 (meters)                     GEOID18
 JA1043  DYNAMIC HEIGHT  -        124.190 (meters)      407.45  (feet) COMP
 JA1043  MODELED GRAVITY -    979,947.9   (mgal)                       NAVD 88
 JA1043
 JA1043  VERT ORDER      -  FIRST     CLASS II
 JA1043
 JA1043.The horizontal coordinates were scaled from a map and have
 JA1043.an estimated accuracy of +/- 6 seconds.
 JA1043
 JA1043.The orthometric height was determined by differential leveling and
 JA1043.adjusted by the NATIONAL GEODETIC SURVEY
 JA1043.in June 1991.
 JA1043
 JA1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1043.GEOID18 height accuracy estimate available here.
 JA1043
 JA1043.Click photographs - Photos may exist for this station.
 JA1043
 JA1043.The dynamic height is computed by dividing the NAVD 88
 JA1043.geopotential number by the normal gravity value computed on the
 JA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1043.degrees latitude (g = 980.6199 gals.).
 JA1043
 JA1043.The modeled gravity was interpolated from observed gravity values.
 JA1043
 JA1043;                    North         East    Units  Estimated Accuracy
 JA1043;SPC IN W     -   318,820.      865,920.      MT  (+/- 180 meters Scaled)
 JA1043
 JA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH586191(NAD 83)
 JA1043
 JA1043                          SUPERSEDED SURVEY CONTROL
 JA1043
 JA1043  NGVD 29 (??/??/92)  124.390  (m)          408.10   (f) ADJ UNCH    1 2
 JA1043
 JA1043.Superseded values are not recommended for survey control.
 JA1043
 JA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1043.See file dsdata.pdf to determine how the superseded data were derived.
 JA1043
 JA1043_MARKER: DB = BENCH MARK DISK
 JA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1043_STAMPING: R 316 1965
 JA1043_MARK LOGO: CGS
 JA1043_PROJECTION: PROJECTING
 JA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1043+STABILITY: SURFACE MOTION
 JA1043
 JA1043  HISTORY     - Date     Condition        Report By
 JA1043  HISTORY     - 1965     MONUMENTED       CGS
 JA1043  HISTORY     - 19910131 MARK NOT FOUND   USPSQD
 JA1043  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 JA1043  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA1043
 JA1043                          STATION DESCRIPTION
 JA1043
 JA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1043'2.2 MI NE FROM DAYLIGHT.
 JA1043'ABOUT 2.15 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1043'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, OR ABOUT 0.1 MILE
 JA1043'SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT ELBERFELD,
 JA1043'THENCE 30.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD,
 JA1043'IN SECTION 1, T 5 S, R 10 W, THREE TELEPHONE POLES NORTHEAST OF
 JA1043'MILEPOST 123, 53 FEET NORTH-NORTHWEST OF THE CENTER OF A CROSSING
 JA1043'OF THE RAILROAD AND A PAVED ROAD, 46 FEET NORTHWEST OF THE
 JA1043'NORTHWEST RAIL, 40 FEET SOUTH OF A POWER POLE NUMBERED 17015, 34
 JA1043'FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, 22 1/2 FEET
 JA1043'SOUTH OF A CONCRETE CORNER FENCE POST, 1 FOOT EAST OF A FENCE,
 JA1043'2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 JA1043'THE LEVEL OF THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA1043'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JA1043'INCHES.
 JA1043
 JA1043                          STATION RECOVERY (1991)
 JA1043
 JA1043'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1043'MARK NOT FOUND.
 JA1043
 JA1043                          STATION RECOVERY (1995)
 JA1043
 JA1043'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1043'MARK NOT FOUND.
 JA1043
 JA1043                          STATION RECOVERY (2022)
 JA1043
 JA1043'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0615 ***********************************************************************
 JA0615  DESIGNATION -  R 317
 JA0615  PID         -  JA0615
 JA0615  STATE/COUNTY-  IN/SPENCER
 JA0615  COUNTRY     -  US
 JA0615  USGS QUAD   -  SANTA CLAUS (2019)
 JA0615
 JA0615                         *CURRENT SURVEY CONTROL
 JA0615  ______________________________________________________________________
 JA0615* NAD 83(1986) POSITION- 38 07 29.0    (N) 086 59 47.3    (W)   HD_HELD2
 JA0615* NAVD 88 ORTHO HEIGHT -   130.835 (meters)      429.25  (feet) ADJUSTED
 JA0615  ______________________________________________________________________
 JA0615  GEOID HEIGHT    -        -31.780 (meters)                     GEOID18
 JA0615  DYNAMIC HEIGHT  -        130.747 (meters)      428.96  (feet) COMP
 JA0615  MODELED GRAVITY -    979,959.5   (mgal)                       NAVD 88
 JA0615
 JA0615  VERT ORDER      -  FIRST     CLASS II
 JA0615
 JA0615.The horizontal coordinates were established by autonomous hand held GPS
 JA0615.observations and have an estimated accuracy of +/- 10 meters.
 JA0615
 JA0615.The orthometric height was determined by differential leveling and
 JA0615.adjusted by the NATIONAL GEODETIC SURVEY
 JA0615.in June 1991.
 JA0615
 JA0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0615.GEOID18 height accuracy estimate available here.
 JA0615
 JA0615.Click photographs - Photos may exist for this station.
 JA0615
 JA0615.The dynamic height is computed by dividing the NAVD 88
 JA0615.geopotential number by the normal gravity value computed on the
 JA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0615.degrees latitude (g = 980.6199 gals.).
 JA0615
 JA0615.The modeled gravity was interpolated from observed gravity values.
 JA0615
 JA0615;                    North         East    Units  Estimated Accuracy
 JA0615;SPC IN W     -   319,341.      907,616.      MT  (+/- 10 meters HH2 GPS)
 JA0615
 JA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0030919653(NAD 83)
 JA0615
 JA0615                          SUPERSEDED SURVEY CONTROL
 JA0615
 JA0615  NGVD 29 (??/??/92)  130.939  (m)          429.59   (f) ADJ UNCH    1 2
 JA0615
 JA0615.Superseded values are not recommended for survey control.
 JA0615
 JA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0615.See file dsdata.pdf to determine how the superseded data were derived.
 JA0615
 JA0615_MARKER: DB = BENCH MARK DISK
 JA0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0615_STAMPING: R 317 1965
 JA0615_MARK LOGO: CGS
 JA0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0615+STABILITY: SURFACE MOTION
 JA0615
 JA0615  HISTORY     - Date     Condition        Report By
 JA0615  HISTORY     - 1965     MONUMENTED       CGS
 JA0615  HISTORY     - 20120512 GOOD             GEOCAC
 JA0615
 JA0615                          STATION DESCRIPTION
 JA0615
 JA0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0615'0.3 MI N FROM LINCOLN CITY.
 JA0615'ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA0615'OFFICE AT LINCOLN CITY, IN SECTION 32, T 4 S, R 5 W, 44 FEET
 JA0615'WEST OF THE WEST RAIL OF THE MAIN TRACK, 0.15 MILE EAST OF THE
 JA0615'LEO SERGE SKEETER FARM BUILDINGS AND A LARGE SILO, 26 FEET NORTH
 JA0615'OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 4 1/2 FEET
 JA0615'EAST OF A STEEL FENCE CORNER POST, 1.5 FEET NORTH OF A METAL
 JA0615'WITNESS POST, ABOUT LEVEL WITH THE RAILS, SET IN THE TOP OF A
 JA0615'CONCRETE POST PROJECTING 5 INCHES.
 JA0615
 JA0615                          STATION RECOVERY (2012)
 JA0615
 JA0615'RECOVERY NOTE BY GEOCACHING 2012 (DSA)
 JA0615'COORDINATES  N  38 07.483    W  086 59.788
 JA0615'MARK RECOVERED IN GOOD CONDITION. THE MARK IS ON NATIONAL PARK SERVICE
 JA0615'PROPERTY AND THE MENTIONED FARM BUILDINGS AND SILO ARE NO LONGER
 JA0615'THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1075 ***********************************************************************
 HA1075  DESIGNATION -  R 318
 HA1075  PID         -  HA1075
 HA1075  STATE/COUNTY-  IN/POSEY
 HA1075  COUNTRY     -  US
 HA1075  USGS QUAD   -  MOUNT VERNON (2019)
 HA1075
 HA1075                         *CURRENT SURVEY CONTROL
 HA1075  ______________________________________________________________________
 HA1075* NAD 83(1986) POSITION- 37 54 22.     (N) 087 55 54.     (W)   SCALED
 HA1075* NAVD 88 ORTHO HEIGHT -   121.832 (meters)      399.71  (feet) ADJUSTED
 HA1075  ______________________________________________________________________
 HA1075  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 HA1075  DYNAMIC HEIGHT  -        121.749 (meters)      399.44  (feet) COMP
 HA1075  MODELED GRAVITY -    979,946.8   (mgal)                       NAVD 88
 HA1075
 HA1075  VERT ORDER      -  FIRST     CLASS II
 HA1075
 HA1075.The horizontal coordinates were scaled from a map and have
 HA1075.an estimated accuracy of +/- 6 seconds.
 HA1075
 HA1075.The orthometric height was determined by differential leveling and
 HA1075.adjusted by the NATIONAL GEODETIC SURVEY
 HA1075.in June 1991.
 HA1075
 HA1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1075.GEOID18 height accuracy estimate available here.
 HA1075
 HA1075.Click photographs - Photos may exist for this station.
 HA1075
 HA1075.The dynamic height is computed by dividing the NAVD 88
 HA1075.geopotential number by the normal gravity value computed on the
 HA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1075.degrees latitude (g = 980.6199 gals.).
 HA1075
 HA1075.The modeled gravity was interpolated from observed gravity values.
 HA1075
 HA1075;                    North         East    Units  Estimated Accuracy
 HA1075;SPC IN W     -   295,410.      825,400.      MT  (+/- 180 meters Scaled)
 HA1075
 HA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG180958(NAD 83)
 HA1075
 HA1075                          SUPERSEDED SURVEY CONTROL
 HA1075
 HA1075  NGVD 29 (??/??/92)  121.932  (m)          400.04   (f) ADJ UNCH    1 2
 HA1075
 HA1075.Superseded values are not recommended for survey control.
 HA1075
 HA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1075.See file dsdata.pdf to determine how the superseded data were derived.
 HA1075
 HA1075_MARKER: DB = BENCH MARK DISK
 HA1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1075_STAMPING: R 318 1965
 HA1075_MARK LOGO: CGS
 HA1075_PROJECTION: FLUSH
 HA1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1075+STABILITY: SURFACE MOTION
 HA1075
 HA1075  HISTORY     - Date     Condition        Report By
 HA1075  HISTORY     - 1965     MONUMENTED       CGS
 HA1075
 HA1075                          STATION DESCRIPTION
 HA1075
 HA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1075'2.8 MI SW FROM MT VERNON.
 HA1075'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE POSEY COUNTY
 HA1075'COURTHOUSE AT MT. VERNON, THENCE 0.7 MILE WEST ALONG 2ND STREET,
 HA1075'THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 69, IN SECTION
 HA1075'13, T 7 S, R 14 W, 52 FEET NORTHEAST OF THE CENTER LINE OF THE
 HA1075'MAIN ENTRANCE TO THE GENERAL ELECTRIC COMPANY, NEAR THE CENTER
 HA1075'OF A SMALL HORSESHOE-SHAPED ISLAND, ON THE NORTHWEST SIDE OF A
 HA1075'LARGE METAL BUILDING, 85 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HA1075'HIGHWAY, 199 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE
 HA1075'LOADING PLATFORM, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 HA1075'SPUR TRACK LEADING TO THE GENERAL ELECTRIC COMPANY, ABOUT LEVEL
 HA1075'WITH THE TRACK, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ENTRANCE
 HA1075'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0801 ***********************************************************************
 HZ0801  DESIGNATION -  R 319
 HZ0801  PID         -  HZ0801
 HZ0801  STATE/COUNTY-  IN/SWITZERLAND
 HZ0801  COUNTRY     -  US
 HZ0801  USGS QUAD   -  PATRIOT (2019)
 HZ0801
 HZ0801                         *CURRENT SURVEY CONTROL
 HZ0801  ______________________________________________________________________
 HZ0801* NAD 83(1986) POSITION- 38 49 30.     (N) 084 49 53.     (W)   SCALED
 HZ0801* NAVD 88 ORTHO HEIGHT -   143.557 (meters)      470.99  (feet) ADJUSTED
 HZ0801  ______________________________________________________________________
 HZ0801  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 HZ0801  DYNAMIC HEIGHT  -        143.467 (meters)      470.69  (feet) COMP
 HZ0801  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 HZ0801
 HZ0801  VERT ORDER      -  FIRST     CLASS II
 HZ0801
 HZ0801.The horizontal coordinates were scaled from a map and have
 HZ0801.an estimated accuracy of +/- 6 seconds.
 HZ0801
 HZ0801.The orthometric height was determined by differential leveling and
 HZ0801.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0801.in June 1991.
 HZ0801
 HZ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0801.GEOID18 height accuracy estimate available here.
 HZ0801
 HZ0801.Click photographs - Photos may exist for this station.
 HZ0801
 HZ0801.The dynamic height is computed by dividing the NAVD 88
 HZ0801.geopotential number by the normal gravity value computed on the
 HZ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0801.degrees latitude (g = 980.6199 gals.).
 HZ0801
 HZ0801.The modeled gravity was interpolated from observed gravity values.
 HZ0801
 HZ0801;                    North         East    Units  Estimated Accuracy
 HZ0801;SPC IN E     -   397,400.      172,530.      MT  (+/- 180 meters Scaled)
 HZ0801
 HZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH882995(NAD 83)
 HZ0801
 HZ0801                          SUPERSEDED SURVEY CONTROL
 HZ0801
 HZ0801  NGVD 29 (??/??/92)  143.755  (m)          471.64   (f) ADJ UNCH    1 2
 HZ0801
 HZ0801.Superseded values are not recommended for survey control.
 HZ0801
 HZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0801.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0801
 HZ0801_MARKER: DB = BENCH MARK DISK
 HZ0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0801_SP_SET: ABUTMENT
 HZ0801_STAMPING: R 319 1965
 HZ0801_MARK LOGO: CGS
 HZ0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0801
 HZ0801  HISTORY     - Date     Condition        Report By
 HZ0801  HISTORY     - 1965     MONUMENTED       CGS
 HZ0801
 HZ0801                          STATION DESCRIPTION
 HZ0801
 HZ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0801'1 MI S FROM PATRIOT.
 HZ0801'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0801'OFFICE AT PATRIOT, IN SECTION 24, T 2 N, R 1 W, 16 FEET WEST
 HZ0801'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND WEST END
 HZ0801'OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER FISK CREEK,
 HZ0801'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2626 ***********************************************************************
 HZ2626  DESIGNATION -  R 319 RESET
 HZ2626  PID         -  HZ2626
 HZ2626  STATE/COUNTY-  IN/SWITZERLAND
 HZ2626  COUNTRY     -  US
 HZ2626  USGS QUAD   -  PATRIOT (2019)
 HZ2626
 HZ2626                         *CURRENT SURVEY CONTROL
 HZ2626  ______________________________________________________________________
 HZ2626* NAD 83(1986) POSITION- 38 49 30.     (N) 084 49 53.     (W)   SCALED
 HZ2626* NAVD 88 ORTHO HEIGHT -   143.40  (meters)      470.5   (feet) RESET
 HZ2626  ______________________________________________________________________
 HZ2626  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 HZ2626  VERT ORDER      -  THIRD
 HZ2626
 HZ2626.The horizontal coordinates were scaled from a map and have
 HZ2626.an estimated accuracy of +/- 6 seconds.
 HZ2626
 HZ2626.The orthometric height was computed from unverified reset data.
 HZ2626
 HZ2626.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2626.GEOID18 height accuracy estimate available here.
 HZ2626
 HZ2626.Click photographs - Photos may exist for this station.
 HZ2626
 HZ2626;                    North         East    Units  Estimated Accuracy
 HZ2626;SPC IN E     -   397,400.      172,530.      MT  (+/- 180 meters Scaled)
 HZ2626
 HZ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH882995(NAD 83)
 HZ2626
 HZ2626                          SUPERSEDED SURVEY CONTROL
 HZ2626
 HZ2626  NGVD 29 (08/22/16)  143.60   (m)          471.1    (f) RESET       3  
 HZ2626
 HZ2626.Superseded values are not recommended for survey control.
 HZ2626
 HZ2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2626.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2626
 HZ2626_MARKER: DV = VERTICAL CONTROL DISK
 HZ2626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ2626_SP_SET: WINGWALL
 HZ2626_STAMPING: R 319 RESET 1987
 HZ2626_MARK LOGO: NGS
 HZ2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2626+STABILITY: SURFACE MOTION
 HZ2626
 HZ2626  HISTORY     - Date     Condition        Report By
 HZ2626  HISTORY     - 1987     MONUMENTED       INHD
 HZ2626
 HZ2626                          STATION DESCRIPTION
 HZ2626
 HZ2626'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 HZ2626'2.4 KM (1.50 MI) SOUTH FROM PATRIOT.
 HZ2626'1.05 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE POST OFFICE IN
 HZ2626'PATRIOT, IN SOUTHEAST WINGWALL OF A CONCRETE BRIDGE OVER FISH CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0753 ***********************************************************************
 LB0753  DESIGNATION -  R 32
 LB0753  PID         -  LB0753
 LB0753  STATE/COUNTY-  IN/MONTGOMERY
 LB0753  COUNTRY     -  US
 LB0753  USGS QUAD   -  COLFAX (2019)
 LB0753
 LB0753                         *CURRENT SURVEY CONTROL
 LB0753  ______________________________________________________________________
 LB0753* NAD 83(1986) POSITION- 40 10 16.     (N) 086 42 05.     (W)   SCALED
 LB0753* NAVD 88 ORTHO HEIGHT -   251.852 (meters)      826.28  (feet) ADJUSTED
 LB0753  ______________________________________________________________________
 LB0753  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 LB0753  DYNAMIC HEIGHT  -        251.718 (meters)      825.84  (feet) COMP
 LB0753  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 LB0753
 LB0753  VERT ORDER      -  SECOND    CLASS 0
 LB0753
 LB0753.The horizontal coordinates were scaled from a map and have
 LB0753.an estimated accuracy of +/- 6 seconds.
 LB0753
 LB0753.The orthometric height was determined by differential leveling and
 LB0753.adjusted by the NATIONAL GEODETIC SURVEY
 LB0753.in June 1991.
 LB0753
 LB0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0753.GEOID18 height accuracy estimate available here.
 LB0753
 LB0753.Click photographs - Photos may exist for this station.
 LB0753
 LB0753.The dynamic height is computed by dividing the NAVD 88
 LB0753.geopotential number by the normal gravity value computed on the
 LB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0753.degrees latitude (g = 980.6199 gals.).
 LB0753
 LB0753.The modeled gravity was interpolated from observed gravity values.
 LB0753
 LB0753;                    North         East    Units  Estimated Accuracy
 LB0753;SPC IN W     -   546,590.      932,530.      MT  (+/- 180 meters Scaled)
 LB0753
 LB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK254467(NAD 83)
 LB0753
 LB0753                          SUPERSEDED SURVEY CONTROL
 LB0753
 LB0753  NGVD 29 (??/??/92)  251.945  (m)          826.59   (f) ADJ UNCH    2 0
 LB0753
 LB0753.Superseded values are not recommended for survey control.
 LB0753
 LB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0753.See file dsdata.pdf to determine how the superseded data were derived.
 LB0753
 LB0753_MARKER: DB = BENCH MARK DISK
 LB0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0753_STAMPING: R 32 1934
 LB0753_MARK LOGO: CGS
 LB0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0753+STABILITY: SURFACE MOTION
 LB0753
 LB0753  HISTORY     - Date     Condition        Report By
 LB0753  HISTORY     - 1934     MONUMENTED       CGS
 LB0753  HISTORY     - 1946     GOOD             CGS
 LB0753
 LB0753                          STATION DESCRIPTION
 LB0753
 LB0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0753'2.4 MI SW FROM COLFAX.
 LB0753'2.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0753'STATION AT COLFAX, 0.2 MILE NORTHEAST OF MILEPOST 66, AT A
 LB0753'GRAVEL-ROAD CROSSING, 23 FEET SOUTH OF THE CENTERLINE OF THE
 LB0753'ROAD, 17 FEET NORTHWEST OF THE NORTHWEST RAIL, 16 FEET SOUTHEAST
 LB0753'OF A FENCE CORNER, 15 FEET SOUTHWEST OF A CROSSING-WARNING SIGN,
 LB0753'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1048 ***********************************************************************
 HZ1048  DESIGNATION -  R 320
 HZ1048  PID         -  HZ1048
 HZ1048  STATE/COUNTY-  IN/JEFFERSON
 HZ1048  COUNTRY     -  US
 HZ1048  USGS QUAD   -  MADISON EAST (2019)
 HZ1048
 HZ1048                         *CURRENT SURVEY CONTROL
 HZ1048  ______________________________________________________________________
 HZ1048* NAD 83(1986) POSITION- 38 44 35.     (N) 085 17 15.     (W)   SCALED
 HZ1048* NAVD 88 ORTHO HEIGHT -   139.050 (meters)      456.20  (feet) ADJUSTED
 HZ1048  ______________________________________________________________________
 HZ1048  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 HZ1048  DYNAMIC HEIGHT  -        138.960 (meters)      455.90  (feet) COMP
 HZ1048  MODELED GRAVITY -    979,980.3   (mgal)                       NAVD 88
 HZ1048
 HZ1048  VERT ORDER      -  FIRST     CLASS II
 HZ1048
 HZ1048.The horizontal coordinates were scaled from a map and have
 HZ1048.an estimated accuracy of +/- 6 seconds.
 HZ1048
 HZ1048.The orthometric height was determined by differential leveling and
 HZ1048.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1048.in June 1991.
 HZ1048
 HZ1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1048.GEOID18 height accuracy estimate available here.
 HZ1048
 HZ1048.Click photographs - Photos may exist for this station.
 HZ1048
 HZ1048.The dynamic height is computed by dividing the NAVD 88
 HZ1048.geopotential number by the normal gravity value computed on the
 HZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1048.degrees latitude (g = 980.6199 gals.).
 HZ1048
 HZ1048.The modeled gravity was interpolated from observed gravity values.
 HZ1048
 HZ1048;                    North         East    Units  Estimated Accuracy
 HZ1048;SPC IN E     -   388,040.      132,960.      MT  (+/- 180 meters Scaled)
 HZ1048
 HZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH488896(NAD 83)
 HZ1048
 HZ1048                          SUPERSEDED SURVEY CONTROL
 HZ1048
 HZ1048  NGVD 29 (??/??/92)  139.221  (m)          456.76   (f) ADJ UNCH    1 2
 HZ1048
 HZ1048.Superseded values are not recommended for survey control.
 HZ1048
 HZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1048.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1048
 HZ1048_MARKER: DB = BENCH MARK DISK
 HZ1048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1048_SP_SET: CULVERT HEADWALL
 HZ1048_STAMPING: R 320 1965
 HZ1048_MARK LOGO: CGS
 HZ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1048+STABILITY: SURFACE MOTION
 HZ1048
 HZ1048  HISTORY     - Date     Condition        Report By
 HZ1048  HISTORY     - 1965     MONUMENTED       CGS
 HZ1048
 HZ1048                          STATION DESCRIPTION
 HZ1048
 HZ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1048'5 MI E FROM MADISON.
 HZ1048'5 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1048'MADISON, IN SECTION 34, T 4 N, R 11 E, 18 FEET NORTH OF THE
 HZ1048'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 HZ1048'NORTH HEADWALL OF A 30-INCH CORRUGATED METAL CULVERT, AND ABOUT
 HZ1048'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1931 ***********************************************************************
 HZ1931  DESIGNATION -  R 320 RESET
 HZ1931  PID         -  HZ1931
 HZ1931  STATE/COUNTY-  IN/JEFFERSON
 HZ1931  COUNTRY     -  US
 HZ1931  USGS QUAD   -  MADISON EAST (2019)
 HZ1931
 HZ1931                         *CURRENT SURVEY CONTROL
 HZ1931  ______________________________________________________________________
 HZ1931* NAD 83(1986) POSITION- 38 44 35.     (N) 085 17 15.     (W)   SCALED
 HZ1931* NAVD 88 ORTHO HEIGHT -   141.40  (meters)      463.9   (feet) RESET
 HZ1931  ______________________________________________________________________
 HZ1931  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 HZ1931  VERT ORDER      -  THIRD
 HZ1931
 HZ1931.The horizontal coordinates were scaled from a map and have
 HZ1931.an estimated accuracy of +/- 6 seconds.
 HZ1931
 HZ1931.The orthometric height was computed from unverified reset data.
 HZ1931
 HZ1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1931.GEOID18 height accuracy estimate available here.
 HZ1931
 HZ1931.Click photographs - Photos may exist for this station.
 HZ1931
 HZ1931;                    North         East    Units  Estimated Accuracy
 HZ1931;SPC IN E     -   388,040.      132,960.      MT  (+/- 180 meters Scaled)
 HZ1931
 HZ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH488896(NAD 83)
 HZ1931
 HZ1931                          SUPERSEDED SURVEY CONTROL
 HZ1931
 HZ1931  NGVD 29 (08/22/16)  141.57   (m)          464.5    (f) RESET       3  
 HZ1931
 HZ1931.Superseded values are not recommended for survey control.
 HZ1931
 HZ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1931.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1931
 HZ1931_MARKER: DV = VERTICAL CONTROL DISK
 HZ1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1931_STAMPING: R 320 RESET 1981
 HZ1931_MARK LOGO: NGS
 HZ1931_PROJECTION: FLUSH
 HZ1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1931+STABILITY: SURFACE MOTION
 HZ1931
 HZ1931  HISTORY     - Date     Condition        Report By
 HZ1931  HISTORY     - 1981     MONUMENTED       NGS
 HZ1931
 HZ1931                          STATION DESCRIPTION
 HZ1931
 HZ1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HZ1931'8.0 KM (5.0 MI) EAST FROM MADISON.
 HZ1931'8.0 KM (5.0 MI) EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE IN
 HZ1931'MADISON, 13.1 METERS (43.0 FEET) NORTH OF THE CENTERLINE OF EXISTING
 HZ1931'ROAD, 0.6 METER (2.0 FEET) SOUTHEAST OF A POWER POLE, 0.3 METER
 HZ1931'(1.0 FOOT) EAST OF A CONCRETE RIGHT-OF-WAY POST, AND 7.0 METERS
 HZ1931'(23.0 FT) NORTH OF WEST END OF A 18-INCH PIPE CULVERT UNDER DRIVEWAY.
 HZ1931'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1712 ***********************************************************************
 HZ1712  DESIGNATION -  R 321
 HZ1712  PID         -  HZ1712
 HZ1712  STATE/COUNTY-  IN/JEFFERSON
 HZ1712  COUNTRY     -  US
 HZ1712  USGS QUAD   -  KENT (2019)
 HZ1712
 HZ1712                         *CURRENT SURVEY CONTROL
 HZ1712  ______________________________________________________________________
 HZ1712* NAD 83(1986) POSITION- 38 37 47.     (N) 085 31 30.     (W)   SCALED
 HZ1712* NAVD 88 ORTHO HEIGHT -   229.484 (meters)      752.90  (feet) ADJUSTED
 HZ1712  ______________________________________________________________________
 HZ1712  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 HZ1712  DYNAMIC HEIGHT  -        229.331 (meters)      752.40  (feet) COMP
 HZ1712  MODELED GRAVITY -    979,957.1   (mgal)                       NAVD 88
 HZ1712
 HZ1712  VERT ORDER      -  FIRST     CLASS II
 HZ1712
 HZ1712.The horizontal coordinates were scaled from a map and have
 HZ1712.an estimated accuracy of +/- 6 seconds.
 HZ1712
 HZ1712.The orthometric height was determined by differential leveling and
 HZ1712.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1712.in June 1991.
 HZ1712
 HZ1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1712.GEOID18 height accuracy estimate available here.
 HZ1712
 HZ1712.Click photographs - Photos may exist for this station.
 HZ1712
 HZ1712.The dynamic height is computed by dividing the NAVD 88
 HZ1712.geopotential number by the normal gravity value computed on the
 HZ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1712.degrees latitude (g = 980.6199 gals.).
 HZ1712
 HZ1712.The modeled gravity was interpolated from observed gravity values.
 HZ1712
 HZ1712;                    North         East    Units  Estimated Accuracy
 HZ1712;SPC IN E     -   375,400.      112,340.      MT  (+/- 180 meters Scaled)
 HZ1712
 HZ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283767(NAD 83)
 HZ1712
 HZ1712                          SUPERSEDED SURVEY CONTROL
 HZ1712
 HZ1712  NGVD 29 (??/??/92)  229.643  (m)          753.42   (f) ADJ UNCH    1 2
 HZ1712
 HZ1712.Superseded values are not recommended for survey control.
 HZ1712
 HZ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1712.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1712
 HZ1712_MARKER: DB = BENCH MARK DISK
 HZ1712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1712_SP_SET: BRIDGE
 HZ1712_STAMPING: R 321 1965
 HZ1712_MARK LOGO: CGS
 HZ1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1712
 HZ1712  HISTORY     - Date     Condition        Report By
 HZ1712  HISTORY     - 1965     MONUMENTED       CGS
 HZ1712  HISTORY     - 20190915 GOOD             USPSQD
 HZ1712
 HZ1712                          STATION DESCRIPTION
 HZ1712
 HZ1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1712'4.8 MI N FROM NEW WASHINGTON.
 HZ1712'ABOUT 4.85 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1712'SCHOOLHOUSE AT NEW WASHINGTON, 23 FEET EAST OF THE CENTER LINE
 HZ1712'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 HZ1712'CONCRETE BRIDGE OVER EAST FORK CREEK, AND ABOUT 1 FOOT BELOW
 HZ1712'THE LEVEL OF THE HIGHWAY.
 HZ1712
 HZ1712                          STATION RECOVERY (2019)
 HZ1712
 HZ1712'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1630 ***********************************************************************
 HZ1630  DESIGNATION -  R 322
 HZ1630  PID         -  HZ1630
 HZ1630  STATE/COUNTY-  IN/CLARK
 HZ1630  COUNTRY     -  US
 HZ1630  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1630
 HZ1630                         *CURRENT SURVEY CONTROL
 HZ1630  ______________________________________________________________________
 HZ1630* NAD 83(1986) POSITION- 38 17 18.     (N) 085 42 20.     (W)   SCALED
 HZ1630* NAVD 88 ORTHO HEIGHT -   141.834 (meters)      465.33  (feet) ADJUSTED
 HZ1630  ______________________________________________________________________
 HZ1630  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 HZ1630  DYNAMIC HEIGHT  -        141.739 (meters)      465.02  (feet) COMP
 HZ1630  MODELED GRAVITY -    979,955.1   (mgal)                       NAVD 88
 HZ1630
 HZ1630  VERT ORDER      -  FIRST     CLASS II
 HZ1630
 HZ1630.The horizontal coordinates were scaled from a map and have
 HZ1630.an estimated accuracy of +/- 6 seconds.
 HZ1630
 HZ1630.The orthometric height was determined by differential leveling and
 HZ1630.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1630.in June 1991.
 HZ1630
 HZ1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1630.GEOID18 height accuracy estimate available here.
 HZ1630
 HZ1630.Click photographs - Photos may exist for this station.
 HZ1630
 HZ1630.The dynamic height is computed by dividing the NAVD 88
 HZ1630.geopotential number by the normal gravity value computed on the
 HZ1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1630.degrees latitude (g = 980.6199 gals.).
 HZ1630
 HZ1630.The modeled gravity was interpolated from observed gravity values.
 HZ1630
 HZ1630;                    North         East    Units  Estimated Accuracy
 HZ1630;SPC IN E     -   337,500.       96,600.      MT  (+/- 180 meters Scaled)
 HZ1630
 HZ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH132385(NAD 83)
 HZ1630
 HZ1630                          SUPERSEDED SURVEY CONTROL
 HZ1630
 HZ1630  NGVD 29 (??/??/92)  141.987  (m)          465.84   (f) ADJ UNCH    1 2
 HZ1630
 HZ1630.Superseded values are not recommended for survey control.
 HZ1630
 HZ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1630.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1630
 HZ1630_MARKER: DB = BENCH MARK DISK
 HZ1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1630_SP_SET: FOUNDATION
 HZ1630_STAMPING: R 322 1965
 HZ1630_MARK LOGO: CGS
 HZ1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1630
 HZ1630  HISTORY     - Date     Condition        Report By
 HZ1630  HISTORY     - 1965     MONUMENTED       CGS
 HZ1630  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 HZ1630
 HZ1630                          STATION DESCRIPTION
 HZ1630
 HZ1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1630'2.6 MI NE FROM JEFFERSONVILLE.
 HZ1630'ABOUT 0.35 MILE SOUTHEAST ALONG SPRING STREET FROM THE MASONIC
 HZ1630'TEMPLE AT JEFFERSONVILLE, THENCE 2.25 MILES NORTHEAST ALONG MARKET
 HZ1630'STREET AND UTICA PIKE ROAD, OR 4.35 MILES SOUTHWEST ALONG UTICA
 HZ1630'PIKE ROAD FROM THE CHRISTIAN CHURCH AT UTICA, 54 FEET SOUTHEAST
 HZ1630'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTH CORNER
 HZ1630'OF THE CONCRET FOUNDATION OF THE NORTH LEG OF A POWER LINE STEEL
 HZ1630'TOWER, 1 FOOT NORTH OF THE LEG, AND ABOUT 1 FOOT BELOW THE LEVEL
 HZ1630'OF THE ROAD.
 HZ1630
 HZ1630                          STATION RECOVERY (1977)
 HZ1630
 HZ1630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 HZ1630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1590 ***********************************************************************
 HZ1590  DESIGNATION -  R 323
 HZ1590  PID         -  HZ1590
 HZ1590  STATE/COUNTY-  IN/HARRISON
 HZ1590  COUNTRY     -  US
 HZ1590  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1590
 HZ1590                         *CURRENT SURVEY CONTROL
 HZ1590  ______________________________________________________________________
 HZ1590* NAD 83(1986) POSITION- 38 04 34.     (N) 085 54 52.     (W)   SCALED
 HZ1590* NAVD 88 ORTHO HEIGHT -   130.808 (meters)      429.16  (feet) ADJUSTED
 HZ1590  ______________________________________________________________________
 HZ1590  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 HZ1590  DYNAMIC HEIGHT  -        130.718 (meters)      428.86  (feet) COMP
 HZ1590  MODELED GRAVITY -    979,938.8   (mgal)                       NAVD 88
 HZ1590
 HZ1590  VERT ORDER      -  FIRST     CLASS II
 HZ1590
 HZ1590.The horizontal coordinates were scaled from a map and have
 HZ1590.an estimated accuracy of +/- 6 seconds.
 HZ1590
 HZ1590.The orthometric height was determined by differential leveling and
 HZ1590.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1590.in June 1991.
 HZ1590
 HZ1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1590.GEOID18 height accuracy estimate available here.
 HZ1590
 HZ1590.Click photographs - Photos may exist for this station.
 HZ1590
 HZ1590.The dynamic height is computed by dividing the NAVD 88
 HZ1590.geopotential number by the normal gravity value computed on the
 HZ1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1590.degrees latitude (g = 980.6199 gals.).
 HZ1590
 HZ1590.The modeled gravity was interpolated from observed gravity values.
 HZ1590
 HZ1590;                    North         East    Units  Estimated Accuracy
 HZ1590;SPC IN E     -   313,970.       78,260.      MT  (+/- 180 meters Scaled)
 HZ1590
 HZ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH952148(NAD 83)
 HZ1590
 HZ1590                          SUPERSEDED SURVEY CONTROL
 HZ1590
 HZ1590  NGVD 29 (??/??/92)  130.939  (m)          429.59   (f) ADJ UNCH    1 2
 HZ1590
 HZ1590.Superseded values are not recommended for survey control.
 HZ1590
 HZ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1590.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1590
 HZ1590_MARKER: DB = BENCH MARK DISK
 HZ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1590_STAMPING: R 323 1965
 HZ1590_MARK LOGO: CGS
 HZ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1590+STABILITY: SURFACE MOTION
 HZ1590
 HZ1590  HISTORY     - Date     Condition        Report By
 HZ1590  HISTORY     - 1965     MONUMENTED       CGS
 HZ1590
 HZ1590                          STATION DESCRIPTION
 HZ1590
 HZ1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1590'3 MI N FROM ROSEWOOD.
 HZ1590'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1590'METHODIST CHURCH AT ROSEWOOD, THENCE 2.65 MILES NORTH ALONG
 HZ1590'STATE HIGHWAY 111, IN SECTION 13, T 5 S, R 5 E, 41 FEET EAST
 HZ1590'OF THE CENTER LINE OF THE HIGHWAY, 57 YARDS NORTHEAST OF THE
 HZ1590'NORTHEAST CORNER OF A BARN, 2 FEET WEST OF A TELEPHONE POLE,
 HZ1590'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 HZ1590'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1590'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0480 ***********************************************************************
 JA0480  DESIGNATION -  R 324
 JA0480  PID         -  JA0480
 JA0480  STATE/COUNTY-  IN/HARRISON
 JA0480  COUNTRY     -  US
 JA0480  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0480
 JA0480                         *CURRENT SURVEY CONTROL
 JA0480  ______________________________________________________________________
 JA0480* NAD 83(1986) POSITION- 38 07 12.     (N) 086 15 24.     (W)   SCALED
 JA0480* NAVD 88 ORTHO HEIGHT -   132.998 (meters)      436.34  (feet) ADJUSTED
 JA0480  ______________________________________________________________________
 JA0480  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 JA0480  DYNAMIC HEIGHT  -        132.904 (meters)      436.04  (feet) COMP
 JA0480  MODELED GRAVITY -    979,921.0   (mgal)                       NAVD 88
 JA0480
 JA0480  VERT ORDER      -  FIRST     CLASS II
 JA0480
 JA0480.The horizontal coordinates were scaled from a map and have
 JA0480.an estimated accuracy of +/- 6 seconds.
 JA0480
 JA0480.The orthometric height was determined by differential leveling and
 JA0480.adjusted by the NATIONAL GEODETIC SURVEY
 JA0480.in June 1991.
 JA0480
 JA0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0480.GEOID18 height accuracy estimate available here.
 JA0480
 JA0480.Click photographs - Photos may exist for this station.
 JA0480
 JA0480.The dynamic height is computed by dividing the NAVD 88
 JA0480.geopotential number by the normal gravity value computed on the
 JA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0480.degrees latitude (g = 980.6199 gals.).
 JA0480
 JA0480.The modeled gravity was interpolated from observed gravity values.
 JA0480
 JA0480;                    North         East    Units  Estimated Accuracy
 JA0480;SPC IN E     -   318,980.       48,270.      MT  (+/- 180 meters Scaled)
 JA0480
 JA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH651193(NAD 83)
 JA0480
 JA0480                          SUPERSEDED SURVEY CONTROL
 JA0480
 JA0480  NGVD 29 (??/??/92)  133.104  (m)          436.69   (f) ADJ UNCH    1 2
 JA0480
 JA0480.Superseded values are not recommended for survey control.
 JA0480
 JA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0480.See file dsdata.pdf to determine how the superseded data were derived.
 JA0480
 JA0480_MARKER: DB = BENCH MARK DISK
 JA0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0480_STAMPING: R 324 1965
 JA0480_MARK LOGO: CGS
 JA0480_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0480
 JA0480  HISTORY     - Date     Condition        Report By
 JA0480  HISTORY     - 1965     MONUMENTED       CGS
 JA0480
 JA0480                          STATION DESCRIPTION
 JA0480
 JA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0480'2 MI NE FROM NEW AMSTERDAM.
 JA0480'2.0 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0480'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN
 JA0480'SECTION 36, T 4 S, R 2 E, ABOUT 0.85 MILE NORTH OF A BRIDGE
 JA0480'OVER BLUE SPRING HOLLOW, ON THE OUTSIDE OF A CURVE, 30 FEET WEST
 JA0480'OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A METAL WITNESS
 JA0480'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON THE
 JA0480'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JA0480'OF 11 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS
 JA0480'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1094 ***********************************************************************
 HA1094  DESIGNATION -  R 325
 HA1094  PID         -  HA1094
 HA1094  STATE/COUNTY-  IN/POSEY
 HA1094  COUNTRY     -  US
 HA1094  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1094
 HA1094                         *CURRENT SURVEY CONTROL
 HA1094  ______________________________________________________________________
 HA1094* NAD 83(1986) POSITION- 37 56 31.     (N) 087 44 17.     (W)   SCALED
 HA1094* NAVD 88 ORTHO HEIGHT -   130.931 (meters)      429.56  (feet) ADJUSTED
 HA1094  ______________________________________________________________________
 HA1094  GEOID HEIGHT    -        -30.779 (meters)                     GEOID18
 HA1094  DYNAMIC HEIGHT  -        130.840 (meters)      429.26  (feet) COMP
 HA1094  MODELED GRAVITY -    979,936.3   (mgal)                       NAVD 88
 HA1094
 HA1094  VERT ORDER      -  FIRST     CLASS II
 HA1094
 HA1094.The horizontal coordinates were scaled from a map and have
 HA1094.an estimated accuracy of +/- 6 seconds.
 HA1094
 HA1094.The orthometric height was determined by differential leveling and
 HA1094.adjusted by the NATIONAL GEODETIC SURVEY
 HA1094.in June 1991.
 HA1094
 HA1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1094.GEOID18 height accuracy estimate available here.
 HA1094
 HA1094.Click photographs - Photos may exist for this station.
 HA1094
 HA1094.The dynamic height is computed by dividing the NAVD 88
 HA1094.geopotential number by the normal gravity value computed on the
 HA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1094.degrees latitude (g = 980.6199 gals.).
 HA1094
 HA1094.The modeled gravity was interpolated from observed gravity values.
 HA1094
 HA1094;                    North         East    Units  Estimated Accuracy
 HA1094;SPC IN W     -   299,250.      842,450.      MT  (+/- 180 meters Scaled)
 HA1094
 HA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG351996(NAD 83)
 HA1094
 HA1094                          SUPERSEDED SURVEY CONTROL
 HA1094
 HA1094  NGVD 29 (??/??/92)  131.026  (m)          429.87   (f) ADJ UNCH    1 2
 HA1094
 HA1094.Superseded values are not recommended for survey control.
 HA1094
 HA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1094.See file dsdata.pdf to determine how the superseded data were derived.
 HA1094
 HA1094_MARKER: DB = BENCH MARK DISK
 HA1094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1094_SP_SET: BOX CULVERT
 HA1094_STAMPING: R 325 1965
 HA1094_MARK LOGO: CGS
 HA1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1094+STABILITY: SURFACE MOTION
 HA1094
 HA1094  HISTORY     - Date     Condition        Report By
 HA1094  HISTORY     - 1965     MONUMENTED       CGS
 HA1094
 HA1094                          STATION DESCRIPTION
 HA1094
 HA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1094'8.7 MI E FROM MT VERNON.
 HA1094'ABOUT 8.7 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1094'COURTHOUSE AT MT. VERNON, IN SECTION 3, T 7 S, R 12 W, 76
 HA1094'FEET WEST OF POWER POLE NUMBER Y 32107, 20 FEET NORTH OF THE
 HA1094'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 HA1094'NORTH CONCRETE HEADWALL OF A BOX CULVERT, ABOUT 2 FEET BELOW THE
 HA1094'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0723 ***********************************************************************
 HA0723  DESIGNATION -  R 326
 HA0723  PID         -  HA0723
 HA0723  STATE/COUNTY-  IN/WARRICK
 HA0723  COUNTRY     -  US
 HA0723  USGS QUAD   -  YANKEETOWN (2019)
 HA0723
 HA0723                         *CURRENT SURVEY CONTROL
 HA0723  ______________________________________________________________________
 HA0723* NAD 83(1986) POSITION- 37 54 53.0    (N) 087 17 16.9    (W)   HD_HELD2
 HA0723* NAVD 88 ORTHO HEIGHT -   116.022 (meters)      380.65  (feet) ADJUSTED
 HA0723  ______________________________________________________________________
 HA0723  GEOID HEIGHT    -        -31.069 (meters)                     GEOID18
 HA0723  DYNAMIC HEIGHT  -        115.942 (meters)      380.39  (feet) COMP
 HA0723  MODELED GRAVITY -    979,939.9   (mgal)                       NAVD 88
 HA0723
 HA0723  VERT ORDER      -  FIRST     CLASS II
 HA0723
 HA0723.The horizontal coordinates were established by autonomous hand held GPS
 HA0723.observations and have an estimated accuracy of +/- 10 meters.
 HA0723
 HA0723.The orthometric height was determined by differential leveling and
 HA0723.adjusted by the NATIONAL GEODETIC SURVEY
 HA0723.in June 1991.
 HA0723
 HA0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0723.GEOID18 height accuracy estimate available here.
 HA0723
 HA0723.Click photographs - Photos may exist for this station.
 HA0723
 HA0723.The dynamic height is computed by dividing the NAVD 88
 HA0723.geopotential number by the normal gravity value computed on the
 HA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0723.degrees latitude (g = 980.6199 gals.).
 HA0723
 HA0723.The modeled gravity was interpolated from observed gravity values.
 HA0723
 HA0723;                    North         East    Units  Estimated Accuracy
 HA0723;SPC IN W     -   296,049.      882,001.      MT  (+/- 10 meters HH2 GPS)
 HA0723
 HA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7468296392(NAD 83)
 HA0723
 HA0723                          SUPERSEDED SURVEY CONTROL
 HA0723
 HA0723  NGVD 29 (??/??/92)  116.112  (m)          380.94   (f) ADJ UNCH    1 2
 HA0723
 HA0723.Superseded values are not recommended for survey control.
 HA0723
 HA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0723.See file dsdata.pdf to determine how the superseded data were derived.
 HA0723
 HA0723_MARKER: DB = BENCH MARK DISK
 HA0723_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0723_SP_SET: BOX CULVERT HEADWALL
 HA0723_STAMPING: R 326 1965
 HA0723_MARK LOGO: CGS
 HA0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0723+STABILITY: SURFACE MOTION
 HA0723
 HA0723  HISTORY     - Date     Condition        Report By
 HA0723  HISTORY     - 1965     MONUMENTED       CGS
 HA0723  HISTORY     - 1988     GOOD             USPSQD
 HA0723  HISTORY     - 20120208 GOOD             GEOCAC
 HA0723
 HA0723                          STATION DESCRIPTION
 HA0723
 HA0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0723'0.6 MI E FROM YANKEETOWN.
 HA0723'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 HA0723'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN SECTION 15, T 7 S,
 HA0723'R 8 W, 72 YARDS EAST OF THE SOUTHEAST LEG OF A HIGH VOLTAGE POWER
 HA0723'LINE TOWER WITH A LINE CROSSING OVER THE HIGHWAY, 22 FEET NORTH
 HA0723'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP
 HA0723'OF THE NORTH CONCRETE HEAD WALL OF A LARGE BOX CULVERT, AND ABOUT
 HA0723'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HA0723
 HA0723                          STATION RECOVERY (1988)
 HA0723
 HA0723'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0723'RECOVERED IN GOOD CONDITION.
 HA0723
 HA0723                          STATION RECOVERY (2012)
 HA0723
 HA0723'RECOVERY NOTE BY GEOCACHING 2012 (DSA)
 HA0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0496 ***********************************************************************
 JA0496  DESIGNATION -  R 327
 JA0496  PID         -  JA0496
 JA0496  STATE/COUNTY-  IN/HARRISON
 JA0496  COUNTRY     -  US
 JA0496  USGS QUAD   -  LEAVENWORTH (2019)
 JA0496
 JA0496                         *CURRENT SURVEY CONTROL
 JA0496  ______________________________________________________________________
 JA0496* NAD 83(1986) POSITION- 38 11 47.     (N) 086 17 33.     (W)   SCALED
 JA0496* NAVD 88 ORTHO HEIGHT -   223.895 (meters)      734.56  (feet) ADJUSTED
 JA0496  ______________________________________________________________________
 JA0496  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 JA0496  DYNAMIC HEIGHT  -        223.736 (meters)      734.04  (feet) COMP
 JA0496  MODELED GRAVITY -    979,911.9   (mgal)                       NAVD 88
 JA0496
 JA0496  VERT ORDER      -  FIRST     CLASS II
 JA0496
 JA0496.The horizontal coordinates were scaled from a map and have
 JA0496.an estimated accuracy of +/- 6 seconds.
 JA0496
 JA0496.The orthometric height was determined by differential leveling and
 JA0496.adjusted by the NATIONAL GEODETIC SURVEY
 JA0496.in June 1991.
 JA0496
 JA0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0496.GEOID18 height accuracy estimate available here.
 JA0496
 JA0496.Click photographs - Photos may exist for this station.
 JA0496
 JA0496.The dynamic height is computed by dividing the NAVD 88
 JA0496.geopotential number by the normal gravity value computed on the
 JA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0496.degrees latitude (g = 980.6199 gals.).
 JA0496
 JA0496.The modeled gravity was interpolated from observed gravity values.
 JA0496
 JA0496;                    North         East    Units  Estimated Accuracy
 JA0496;SPC IN E     -   327,480.       45,180.      MT  (+/- 180 meters Scaled)
 JA0496
 JA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH619278(NAD 83)
 JA0496
 JA0496                          SUPERSEDED SURVEY CONTROL
 JA0496
 JA0496  NGVD 29 (??/??/92)  224.003  (m)          734.92   (f) ADJ UNCH    1 2
 JA0496
 JA0496.Superseded values are not recommended for survey control.
 JA0496
 JA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0496.See file dsdata.pdf to determine how the superseded data were derived.
 JA0496
 JA0496_MARKER: DB = BENCH MARK DISK
 JA0496_SETTING: 66 = SET IN ROCK OUTCROP
 JA0496_STAMPING: R 327 1965
 JA0496_MARK LOGO: CGS
 JA0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0496+STABILITY: POSITION/ELEVATION WELL
 JA0496
 JA0496  HISTORY     - Date     Condition        Report By
 JA0496  HISTORY     - 1965     MONUMENTED       CGS
 JA0496
 JA0496                          STATION DESCRIPTION
 JA0496
 JA0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0496'3.7 MI E FROM LEAVENWORTH.
 JA0496'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0496'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0496'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0496'HIGHWAY 460 TO A Y-JUNCTION, THENCE 1.35 MILES NORTHEAST ALONG
 JA0496'A PAVED AND GRAVELED ROAD, ABOUT 0.2 MILE EAST OF THE ENTRANCE
 JA0496'TO THE HARRISON-CRAWFORD COUNTY STATE FOREST, ABOUT 0.2 MILE
 JA0496'SOUTHWEST OF A CEMETERY, 49 FEET SOUTH OF THE CENTER LINE OF THE
 JA0496'ROAD, SET IN THE TOP OF A ROCK OUTCROP, 49 FEET SOUTH OF THE
 JA0496'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 58 1/2
 JA0496'FEET SOUTHEAST AND ACROSS THE ROAD FROM A 16-INCH OAK TREE
 JA0496'BEARING A WITNESS SHIELD ON THE SOUTH SIDE, 28 FEET EAST OF A
 JA0496'TELEPHONE POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0570 ***********************************************************************
 JA0570  DESIGNATION -  R 328
 JA0570  PID         -  JA0570
 JA0570  STATE/COUNTY-  IN/DUBOIS
 JA0570  COUNTRY     -  US
 JA0570  USGS QUAD   -  SAINT ANTHONY (2019)
 JA0570
 JA0570                         *CURRENT SURVEY CONTROL
 JA0570  ______________________________________________________________________
 JA0570* NAD 83(1986) POSITION- 38 18 06.     (N) 086 52 18.     (W)   SCALED
 JA0570* NAVD 88 ORTHO HEIGHT -   163.663 (meters)      536.95  (feet) ADJUSTED
 JA0570  ______________________________________________________________________
 JA0570  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 JA0570  DYNAMIC HEIGHT  -        163.553 (meters)      536.59  (feet) COMP
 JA0570  MODELED GRAVITY -    979,949.4   (mgal)                       NAVD 88
 JA0570
 JA0570  VERT ORDER      -  FIRST     CLASS II
 JA0570
 JA0570.The horizontal coordinates were scaled from a map and have
 JA0570.an estimated accuracy of +/- 6 seconds.
 JA0570
 JA0570.The orthometric height was determined by differential leveling and
 JA0570.adjusted by the NATIONAL GEODETIC SURVEY
 JA0570.in June 1991.
 JA0570
 JA0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0570.GEOID18 height accuracy estimate available here.
 JA0570
 JA0570.Click photographs - Photos may exist for this station.
 JA0570
 JA0570.The dynamic height is computed by dividing the NAVD 88
 JA0570.geopotential number by the normal gravity value computed on the
 JA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0570.degrees latitude (g = 980.6199 gals.).
 JA0570
 JA0570.The modeled gravity was interpolated from observed gravity values.
 JA0570
 JA0570;                    North         East    Units  Estimated Accuracy
 JA0570;SPC IN W     -   339,000.      918,510.      MT  (+/- 180 meters Scaled)
 JA0570
 JA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH112392(NAD 83)
 JA0570
 JA0570                          SUPERSEDED SURVEY CONTROL
 JA0570
 JA0570  NGVD 29 (??/??/92)  163.771  (m)          537.31   (f) ADJ UNCH    1 2
 JA0570
 JA0570.Superseded values are not recommended for survey control.
 JA0570
 JA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0570.See file dsdata.pdf to determine how the superseded data were derived.
 JA0570
 JA0570_MARKER: DB = BENCH MARK DISK
 JA0570_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0570_SP_SET: PIER
 JA0570_STAMPING: R 328 1965
 JA0570_MARK LOGO: CGS
 JA0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0570
 JA0570  HISTORY     - Date     Condition        Report By
 JA0570  HISTORY     - 1965     MONUMENTED       CGS
 JA0570
 JA0570                          STATION DESCRIPTION
 JA0570
 JA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0570'4.3 MI E FROM HUNTINGBURG.
 JA0570'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0570'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0570'32, T 2 S, R 4 W, 0.3 MILE EAST OF MILEPOST 203, 3 1/2 POLES
 JA0570'WEST OF THE BRETZVILLE SIDE TRACK, 9 FEET NORTH OF THE NORTH RAIL,
 JA0570'SET IN THE CENTER OF THE TOP OF THE CONCRETE BASE SUPPORTING
 JA0570'THREE PILLARS OF THE STATE HIGHWAY 162 OVERPASS, 5 FEET WEST OF
 JA0570'THE MIDDLE PILLAR, ABOUT 5 FEET ABOVE THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0541 ***********************************************************************
 HA0541  DESIGNATION -  R 329
 HA0541  PID         -  HA0541
 HA0541  STATE/COUNTY-  IN/PERRY
 HA0541  COUNTRY     -  US
 HA0541  USGS QUAD   -  TELL CITY (2019)
 HA0541
 HA0541                         *CURRENT SURVEY CONTROL
 HA0541  ______________________________________________________________________
 HA0541* NAD 83(1986) POSITION- 37 58 48.09   (N) 086 46 27.78   (W)   HD_HELD1
 HA0541* NAVD 88 ORTHO HEIGHT -   128.505 (meters)      421.60  (feet) ADJUSTED
 HA0541  ______________________________________________________________________
 HA0541  GEOID HEIGHT    -        -31.989 (meters)                     GEOID18
 HA0541  DYNAMIC HEIGHT  -        128.415 (meters)      421.31  (feet) COMP
 HA0541  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 HA0541
 HA0541  VERT ORDER      -  FIRST     CLASS II
 HA0541
 HA0541.The horizontal coordinates were determined by differentially corrected
 HA0541.hand held GPS observations or other comparable positioning techniques
 HA0541.and have an estimated accuracy of +/- 3 meters.
 HA0541
 HA0541.The orthometric height was determined by differential leveling and
 HA0541.adjusted by the NATIONAL GEODETIC SURVEY
 HA0541.in June 1991.
 HA0541
 HA0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0541.GEOID18 height accuracy estimate available here.
 HA0541
 HA0541.Click photographs - Photos may exist for this station.
 HA0541
 HA0541.The dynamic height is computed by dividing the NAVD 88
 HA0541.geopotential number by the normal gravity value computed on the
 HA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0541.degrees latitude (g = 980.6199 gals.).
 HA0541
 HA0541.The modeled gravity was interpolated from observed gravity values.
 HA0541
 HA0541;                    North         East    Units  Estimated Accuracy
 HA0541;SPC IN W     -   303,322.0     927,142.3     MT  (+/- 3 meters HH1 GPS) 
 HA0541
 HA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1981303622(NAD 83)
 HA0541
 HA0541                          SUPERSEDED SURVEY CONTROL
 HA0541
 HA0541  NGVD 29 (??/??/92)  128.612  (m)          421.95   (f) ADJ UNCH    1 2
 HA0541
 HA0541.Superseded values are not recommended for survey control.
 HA0541
 HA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0541.See file dsdata.pdf to determine how the superseded data were derived.
 HA0541
 HA0541_MARKER: DB = BENCH MARK DISK
 HA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0541_STAMPING: R 329 1965
 HA0541_MARK LOGO: CGS
 HA0541_PROJECTION: PROJECTING 3 CENTIMETERS
 HA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0541+STABILITY: SURFACE MOTION
 HA0541
 HA0541  HISTORY     - Date     Condition        Report By
 HA0541  HISTORY     - 1965     MONUMENTED       CGS
 HA0541  HISTORY     - 20180127 GOOD             GEOCAC
 HA0541
 HA0541                          STATION DESCRIPTION
 HA0541
 HA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0541'2.2 MI N FROM TELL CITY.
 HA0541'ABOUT 1.0 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT TELL
 HA0541'CITY, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 66, OR 2.05 MILES
 HA0541'SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE ST. PIUS CATHOLIC CHURCH
 HA0541'AT TROY, IN SECTION 19, T 6 S, R 3 W, 46 FEET SOUTHWEST OF THE
 HA0541'CENTER LINE OF THE HIGHWAY, 183 FEET SOUTHEAST OF A POWER POLE, 81
 HA0541'FEET SOUTHEAST OF A 26-INCH TREE, 72 FEET NORTHWEST OF A ROAD SIDE
 HA0541'PUMP, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 HA0541'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0541'PROJECTING 2 INCHES.
 HA0541
 HA0541                          STATION RECOVERY (2018)
 HA0541
 HA0541'RECOVERY NOTE BY GEOCACHING 2018 (DSA)
 HA0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0903 ***********************************************************************
 KA0903  DESIGNATION -  R 33
 KA0903  PID         -  KA0903
 KA0903  STATE/COUNTY-  IN/PARKE
 KA0903  COUNTRY     -  US
 KA0903  USGS QUAD   -  MECCA (2019)
 KA0903
 KA0903                         *CURRENT SURVEY CONTROL
 KA0903  ______________________________________________________________________
 KA0903* NAD 83(1986) POSITION- 39 39 33.02   (N) 087 15 23.62   (W)   HD_HELD1
 KA0903* NAVD 88 ORTHO HEIGHT -   161.778 (meters)      530.77  (feet) ADJUSTED
 KA0903  ______________________________________________________________________
 KA0903  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 KA0903  DYNAMIC HEIGHT  -        161.686 (meters)      530.46  (feet) COMP
 KA0903  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0903
 KA0903  VERT ORDER      -  SECOND    CLASS 0
 KA0903
 KA0903.The horizontal coordinates were determined by differentially corrected
 KA0903.hand held GPS observations or other comparable positioning techniques
 KA0903.and have an estimated accuracy of +/- 3 meters.
 KA0903
 KA0903.The orthometric height was determined by differential leveling and
 KA0903.adjusted by the NATIONAL GEODETIC SURVEY
 KA0903.in June 1991.
 KA0903
 KA0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0903.GEOID18 height accuracy estimate available here.
 KA0903
 KA0903.Click photographs - Photos may exist for this station.
 KA0903
 KA0903.The dynamic height is computed by dividing the NAVD 88
 KA0903.geopotential number by the normal gravity value computed on the
 KA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0903.degrees latitude (g = 980.6199 gals.).
 KA0903
 KA0903.The modeled gravity was interpolated from observed gravity values.
 KA0903
 KA0903;                    North         East    Units  Estimated Accuracy
 KA0903;SPC IN W     -   489,690.7     885,134.6     MT  (+/- 3 meters HH1 GPS) 
 KA0903
 KA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7799189961(NAD 83)
 KA0903
 KA0903                          SUPERSEDED SURVEY CONTROL
 KA0903
 KA0903  NGVD 29 (??/??/92)  161.879  (m)          531.10   (f) ADJ UNCH    2 0
 KA0903
 KA0903.Superseded values are not recommended for survey control.
 KA0903
 KA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0903.See file dsdata.pdf to determine how the superseded data were derived.
 KA0903
 KA0903_MARKER: DB = BENCH MARK DISK
 KA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0903_STAMPING: R 33 1935
 KA0903_MARK LOGO: CGS
 KA0903_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0903+STABILITY: SURFACE MOTION
 KA0903
 KA0903  HISTORY     - Date     Condition        Report By
 KA0903  HISTORY     - 1935     MONUMENTED       INFCC
 KA0903  HISTORY     - 1952     GOOD             CGS
 KA0903
 KA0903                          STATION DESCRIPTION
 KA0903
 KA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KA0903'AT JESSUPS.
 KA0903'AT JESSUPS, PARKE COUNTY, 24-1/2 RAILS NORTH OF THE PENNSYLVANIA
 KA0903'RAILROAD STATION, 8 RAILS NORTH OF MILEPOST 15, 8 YARDS EAST OF
 KA0903'THE CENTERLINE OF A GRAVEL ROAD, 9 YARDS WEST OF THE WEST RAIL,
 KA0903'AND 4 YARDS SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 KA0903'STAMPED R 33 1935 AND SET IN THE TOP OF A CONCRETE POST
 KA0903'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0496 ***********************************************************************
 HA0496  DESIGNATION -  R 330
 HA0496  PID         -  HA0496
 HA0496  STATE/COUNTY-  IN/PERRY
 HA0496  COUNTRY     -  US
 HA0496  USGS QUAD   -  ROME (2019)
 HA0496
 HA0496                         *CURRENT SURVEY CONTROL
 HA0496  ______________________________________________________________________
 HA0496* NAD 83(1986) POSITION- 37 57 40.     (N) 086 31 59.     (W)   SCALED
 HA0496* NAVD 88 ORTHO HEIGHT -   132.539 (meters)      434.84  (feet) ADJUSTED
 HA0496  ______________________________________________________________________
 HA0496  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 HA0496  DYNAMIC HEIGHT  -        132.444 (meters)      434.53  (feet) COMP
 HA0496  MODELED GRAVITY -    979,907.7   (mgal)                       NAVD 88
 HA0496
 HA0496  VERT ORDER      -  FIRST     CLASS II
 HA0496
 HA0496.The horizontal coordinates were scaled from a map and have
 HA0496.an estimated accuracy of +/- 6 seconds.
 HA0496
 HA0496.The orthometric height was determined by differential leveling and
 HA0496.adjusted by the NATIONAL GEODETIC SURVEY
 HA0496.in June 1991.
 HA0496
 HA0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0496.GEOID18 height accuracy estimate available here.
 HA0496
 HA0496.Click photographs - Photos may exist for this station.
 HA0496
 HA0496.The dynamic height is computed by dividing the NAVD 88
 HA0496.geopotential number by the normal gravity value computed on the
 HA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0496.degrees latitude (g = 980.6199 gals.).
 HA0496
 HA0496.The modeled gravity was interpolated from observed gravity values.
 HA0496
 HA0496;                    North         East    Units  Estimated Accuracy
 HA0496;SPC IN W     -   301,320.      948,360.      MT  (+/- 180 meters Scaled)
 HA0496
 HA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410016(NAD 83)
 HA0496
 HA0496                          SUPERSEDED SURVEY CONTROL
 HA0496
 HA0496  NGVD 29 (??/??/92)  132.642  (m)          435.18   (f) ADJ UNCH    1 2
 HA0496
 HA0496.Superseded values are not recommended for survey control.
 HA0496
 HA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0496.See file dsdata.pdf to determine how the superseded data were derived.
 HA0496
 HA0496_MARKER: DB = BENCH MARK DISK
 HA0496_SETTING: 66 = SET IN ROCK OUTCROP
 HA0496_STAMPING: R 330 1965
 HA0496_MARK LOGO: CGS
 HA0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0496+STABILITY: POSITION/ELEVATION WELL
 HA0496
 HA0496  HISTORY     - Date     Condition        Report By
 HA0496  HISTORY     - 1965     MONUMENTED       CGS
 HA0496  HISTORY     - 20230801 MARK NOT FOUND   INDOT
 HA0496
 HA0496                          STATION DESCRIPTION
 HA0496
 HA0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0496'3.4 MI N FROM ROME.
 HA0496'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0496'AT ROME, THENCE 2.65 MILES NORTH ALONG STATE HIGHWAY 66, OR
 HA0496'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 HA0496'AT DERBY, THENCE 5.3 MILES SOUTH ALONG STATE HIGHWAY 66, IN
 HA0496'SECTION 27, T 6 S, R 1 W, 19 1/2 FEET WEST OF THE CENTER LINE
 HA0496'OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE WEST
 HA0496'BANK OF A CUT ALONG THE HIGHWAY, 0.9 MILE SOUTH OF A NARROW
 HA0496'STEEL GIRDER BRIDGE OVER POISON CREEK, 0.2 MILE SOUTH OF A
 HA0496'PRIVATE DRIVEWAY, 81 FEET NORTH OF A PIPE CULVERT, 4 1/2 FEET
 HA0496'EAST OF A FORKED TREE BEARING A WITNESS SHIELD, ABOUT 3 1/2
 HA0496'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HA0496
 HA0496                          STATION RECOVERY (2023)
 HA0496
 HA0496'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1008 ***********************************************************************
 JA1008  DESIGNATION -  R 331
 JA1008  PID         -  JA1008
 JA1008  STATE/COUNTY-  IN/PIKE
 JA1008  COUNTRY     -  US
 JA1008  USGS QUAD   -  OAKLAND CITY (2019)
 JA1008
 JA1008                         *CURRENT SURVEY CONTROL
 JA1008  ______________________________________________________________________
 JA1008* NAD 83(1986) POSITION- 38 20 57.     (N) 087 17 46.     (W)   SCALED
 JA1008* NAVD 88 ORTHO HEIGHT -   134.079 (meters)      439.89  (feet) ADJUSTED
 JA1008  ______________________________________________________________________
 JA1008  GEOID HEIGHT    -        -31.836 (meters)                     GEOID18
 JA1008  DYNAMIC HEIGHT  -        133.991 (meters)      439.60  (feet) COMP
 JA1008  MODELED GRAVITY -    979,968.9   (mgal)                       NAVD 88
 JA1008
 JA1008  VERT ORDER      -  FIRST     CLASS II
 JA1008
 JA1008.The horizontal coordinates were scaled from a map and have
 JA1008.an estimated accuracy of +/- 6 seconds.
 JA1008
 JA1008.The orthometric height was determined by differential leveling and
 JA1008.adjusted by the NATIONAL GEODETIC SURVEY
 JA1008.in June 1991.
 JA1008
 JA1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1008.GEOID18 height accuracy estimate available here.
 JA1008
 JA1008.Click photographs - Photos may exist for this station.
 JA1008
 JA1008.The dynamic height is computed by dividing the NAVD 88
 JA1008.geopotential number by the normal gravity value computed on the
 JA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1008.degrees latitude (g = 980.6199 gals.).
 JA1008
 JA1008.The modeled gravity was interpolated from observed gravity values.
 JA1008
 JA1008;                    North         East    Units  Estimated Accuracy
 JA1008;SPC IN W     -   344,270.      881,400.      MT  (+/- 180 meters Scaled)
 JA1008
 JA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH741445(NAD 83)
 JA1008
 JA1008                          SUPERSEDED SURVEY CONTROL
 JA1008
 JA1008  NGVD 29 (??/??/92)  134.202  (m)          440.29   (f) ADJ UNCH    1 2
 JA1008
 JA1008.Superseded values are not recommended for survey control.
 JA1008
 JA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1008.See file dsdata.pdf to determine how the superseded data were derived.
 JA1008
 JA1008_MARKER: DB = BENCH MARK DISK
 JA1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1008_STAMPING: R 331 1965
 JA1008_MARK LOGO: CGS
 JA1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1008+STABILITY: SURFACE MOTION
 JA1008
 JA1008  HISTORY     - Date     Condition        Report By
 JA1008  HISTORY     - 1965     MONUMENTED       CGS
 JA1008  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JA1008
 JA1008                          STATION DESCRIPTION
 JA1008
 JA1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1008'2.8 MI E FROM OAKLAND CITY.
 JA1008'ABOUT 2.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1008'AT OAKLAND CITY, IN SECTION 10, T 2 S, R 8 W, 8 POLES WEST OF
 JA1008'MILEPOST 178, 92 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET
 JA1008'EAST OF THE CENTER LINE OF GRAVELED ROAD NUMBER 150W, 69 FEET
 JA1008'NORTHWEST OF TELEPHONE POLE NUMBER 112B, 6.0 FEET NORTH OF AN
 JA1008'18-INCH OAK TREE WHICH BEARS A WITNESS SHIELD, ABOUT 1 1/2 FEET
 JA1008'BELOW THE LEVEL OF THE GRAVELED ROAD, ABOUT 8 FEET BELOW THE
 JA1008'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA1008'PROJECTING 6 INCHES.
 JA1008
 JA1008                          STATION RECOVERY (1983)
 JA1008
 JA1008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JA1008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0640 ***********************************************************************
 MD0640  DESIGNATION -  R 332
 MD0640  PID         -  MD0640
 MD0640  STATE/COUNTY-  IN/ALLEN
 MD0640  COUNTRY     -  US
 MD0640  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0640
 MD0640                         *CURRENT SURVEY CONTROL
 MD0640  ______________________________________________________________________
 MD0640* NAD 83(1986) POSITION- 41 04 30.     (N) 085 09 10.     (W)   SCALED
 MD0640* NAVD 88 ORTHO HEIGHT -   235.637 (meters)      773.09  (feet) ADJUSTED
 MD0640  ______________________________________________________________________
 MD0640  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 MD0640  DYNAMIC HEIGHT  -        235.544 (meters)      772.78  (feet) COMP
 MD0640  MODELED GRAVITY -    980,225.3   (mgal)                       NAVD 88
 MD0640
 MD0640  VERT ORDER      -  FIRST     CLASS I
 MD0640
 MD0640.The horizontal coordinates were scaled from a map and have
 MD0640.an estimated accuracy of +/- 6 seconds.
 MD0640
 MD0640.The orthometric height was determined by differential leveling and
 MD0640.adjusted by the NATIONAL GEODETIC SURVEY
 MD0640.in June 1991.
 MD0640
 MD0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0640.GEOID18 height accuracy estimate available here.
 MD0640
 MD0640.Click photographs - Photos may exist for this station.
 MD0640
 MD0640.The dynamic height is computed by dividing the NAVD 88
 MD0640.geopotential number by the normal gravity value computed on the
 MD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0640.degrees latitude (g = 980.6199 gals.).
 MD0640
 MD0640.The modeled gravity was interpolated from observed gravity values.
 MD0640
 MD0640;                    North         East    Units  Estimated Accuracy
 MD0640;SPC IN E     -   647,010.      143,190.      MT  (+/- 180 meters Scaled)
 MD0640
 MD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL551487(NAD 83)
 MD0640
 MD0640                          SUPERSEDED SURVEY CONTROL
 MD0640
 MD0640  NGVD 29 (01/19/93)  235.805  (m)          773.64   (f) ADJUSTED    1 1
 MD0640  NGVD 29 (??/??/92)  235.797  (m)          773.61   (f) SUPERSEDED  1 1
 MD0640
 MD0640.Superseded values are not recommended for survey control.
 MD0640
 MD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0640.See file dsdata.pdf to determine how the superseded data were derived.
 MD0640
 MD0640_MARKER: DB = BENCH MARK DISK
 MD0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0640_STAMPING: R 332 1968
 MD0640_MARK LOGO: CGS
 MD0640_PROJECTION: RECESSED 3 CENTIMETERS
 MD0640_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0640+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0640
 MD0640  HISTORY     - Date     Condition        Report By
 MD0640  HISTORY     - 1968     MONUMENTED       CGS
 MD0640  HISTORY     - 19921010 GOOD             NGS
 MD0640
 MD0640                          STATION DESCRIPTION
 MD0640
 MD0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0640'AT FORT WAYNE.
 MD0640'AT FORT WAYNE, ABOUT 0.55 MILE WEST ALONG WEST BERRY STREET FROM
 MD0640'THE COURTHOUSE, THENCE 0.15 MILE SOUTH ALONG VAN BUREN STREET,
 MD0640'THENCE 0.2 MILE WEST ALONG WEST WASHINGTON BLVD, AT THE
 MD0640'INTERSECTION OF WEST WASHINGTON BLVD AND ROCKHILL STREET, ON THE
 MD0640'GROUNDS OF THE WASHINGTON SCHOOL, 36.2 FEET NORTHWEST OF THE
 MD0640'NORTHWEST CORNER OF THE SCHOOL BUILDING, 16.7 FEET SOUTH OF THE
 MD0640'SOUTH CURB OF THE BLVD, 8.3 FEET EAST OF THE EAST CURB OF THE
 MD0640'STREET, 3.1 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 0.5 FOOT
 MD0640'SOUTH OF THE SOUTH EDGE OF A SIDEWALK AND IS A DISK ON THE TOP OF
 MD0640'A COPPER COATED STEEL ROD ONE INCH BELOW THE LEVEL OF THE
 MD0640'GROUND AND PROTECTED BY A 6 INCH STEEL PIPE WHICH IS FLUSH WITH
 MD0640'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 39 FEET.
 MD0640
 MD0640                          STATION RECOVERY (1992)
 MD0640
 MD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0640'IN FORT WAYNE, AT THE INTERSECTION OF WASHINGTON BOULEVARD AND
 MD0640'ROCKHILL STREET, 14.6 M (47.9 FT) WEST-NORTHWEST OF A FLAG POLE, 11.0
 MD0640'M (36.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE WASHINGTON
 MD0640'SCHOOL, 9.9 M (32.5 FT) SOUTH OF THE CENTERLINE OF THE BOULEVARD, 7.6
 MD0640'M (24.9 FT) EAST OF THE STREET CENTER, 0.9 M (3.0 FT) EAST OF THE
 MD0640'EAST EDGE OF A SIDEWALK, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 MD0640'BOULEVARD, AND 0.2 M (0.7 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 MD0640'NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS RECESSED 0.02
 MD0640'M (0.07 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0659 ***********************************************************************
 MD0659  DESIGNATION -  R 333
 MD0659  PID         -  MD0659
 MD0659  STATE/COUNTY-  IN/WHITLEY
 MD0659  COUNTRY     -  US
 MD0659  USGS QUAD   -  ARCOLA (2019)
 MD0659
 MD0659                         *CURRENT SURVEY CONTROL
 MD0659  ______________________________________________________________________
 MD0659* NAD 83(1986) POSITION- 41 07 04.     (N) 085 21 25.     (W)   SCALED
 MD0659* NAVD 88 ORTHO HEIGHT -   252.896 (meters)      829.71  (feet) ADJUSTED
 MD0659  ______________________________________________________________________
 MD0659  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 MD0659  DYNAMIC HEIGHT  -        252.799 (meters)      829.39  (feet) COMP
 MD0659  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 MD0659
 MD0659  VERT ORDER      -  FIRST     CLASS I
 MD0659
 MD0659.The horizontal coordinates were scaled from a map and have
 MD0659.an estimated accuracy of +/- 6 seconds.
 MD0659
 MD0659.The orthometric height was determined by differential leveling and
 MD0659.adjusted by the NATIONAL GEODETIC SURVEY
 MD0659.in April 1995.
 MD0659
 MD0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0659.GEOID18 height accuracy estimate available here.
 MD0659
 MD0659.Click photographs - Photos may exist for this station.
 MD0659
 MD0659.The dynamic height is computed by dividing the NAVD 88
 MD0659.geopotential number by the normal gravity value computed on the
 MD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0659.degrees latitude (g = 980.6199 gals.).
 MD0659
 MD0659.The modeled gravity was interpolated from observed gravity values.
 MD0659
 MD0659;                    North         East    Units  Estimated Accuracy
 MD0659;SPC IN E     -   651,680.      126,010.      MT  (+/- 180 meters Scaled)
 MD0659
 MD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL379531(NAD 83)
 MD0659
 MD0659                          SUPERSEDED SURVEY CONTROL
 MD0659
 MD0659  NAVD 88 (06/15/91)  252.932  (m)          829.83   (f) SUPERSEDED  1 1
 MD0659  NGVD 29 (01/19/93)  253.047  (m)          830.21   (f) ADJUSTED    1 1
 MD0659  NGVD 29 (??/??/92)  253.089  (m)          830.34   (f) SUPERSEDED  1 1
 MD0659
 MD0659.Superseded values are not recommended for survey control.
 MD0659
 MD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0659.See file dsdata.pdf to determine how the superseded data were derived.
 MD0659
 MD0659_MARKER: DB = BENCH MARK DISK
 MD0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0659_STAMPING: R 333 1968
 MD0659_MARK LOGO: CGS
 MD0659_PROJECTION: PROJECTING 3 CENTIMETERS
 MD0659_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0659+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0659_ROD/PIPE-DEPTH: 3.8 meters
 MD0659
 MD0659  HISTORY     - Date     Condition        Report By
 MD0659  HISTORY     - 1968     MONUMENTED       CGS
 MD0659  HISTORY     - 19921009 GOOD             NGS
 MD0659
 MD0659                          STATION DESCRIPTION
 MD0659
 MD0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0659'2.1 MI SE FROM COESSE.
 MD0659'ABOUT 2.1 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0659'THE SAMANSON STREET OVERPASS AT COESSE, 66 FEET SOUTHEAST OF THE
 MD0659'CENTER OF THE CROSSING OF COUNTY ROAD 700 E AND THE EASTBOUND
 MD0659'TRACK, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT
 MD0659'BRIDGE OVER A DRAINAGE DITCH, 46 FEET EAST OF THE CENTER LINE
 MD0659'OF THE ROAD, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MD0659'EASTBOUND TRACK, 1 1/2 FEET NORTHWEST OF TELEGRAPH POLE, 0.5
 MD0659'FOOT NORTH OF A METAL WITNESS POST, 12 FEET BELOW THE LEVEL OF
 MD0659'THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 MD0659'ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 MD0659'PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE
 MD0659'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 MD0659'DEPTH OF 12.5 FEET.
 MD0659
 MD0659                          STATION RECOVERY (1992)
 MD0659
 MD0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0659'5.2 KM (3.25 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0659'JUNCTION OF ARCOLA ROAD IN ARCOLA, 14.1 M (46.3 FT) EAST OF THE
 MD0659'CENTER OF COUNTY ROAD 700 E, 8.9 M (29.2 FT) SOUTHWEST OF THE NEAR
 MD0659'RAIL, 3.2 M (10.5 FT) NORTHWEST OF A UTILITY POLE, AND 0.4 M (1.3 FT)
 MD0659'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL
 MD0659'PIPE AND PROJECTS 0.14 M (0.46 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0241 ***********************************************************************
 ME0241  DESIGNATION -  R 334
 ME0241  PID         -  ME0241
 ME0241  STATE/COUNTY-  IN/MARSHALL
 ME0241  COUNTRY     -  US
 ME0241  USGS QUAD   -  INWOOD (2019)
 ME0241
 ME0241                         *CURRENT SURVEY CONTROL
 ME0241  ______________________________________________________________________
 ME0241* NAD 83(1986) POSITION- 41 18 05.     (N) 086 08 36.     (W)   SCALED
 ME0241* NAVD 88 ORTHO HEIGHT -   253.649 (meters)      832.18  (feet) ADJUSTED
 ME0241  ______________________________________________________________________
 ME0241  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 ME0241  DYNAMIC HEIGHT  -        253.542 (meters)      831.83  (feet) COMP
 ME0241  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 ME0241
 ME0241  VERT ORDER      -  FIRST     CLASS I
 ME0241
 ME0241.The horizontal coordinates were scaled from a map and have
 ME0241.an estimated accuracy of +/- 6 seconds.
 ME0241
 ME0241.The orthometric height was determined by differential leveling and
 ME0241.adjusted by the NATIONAL GEODETIC SURVEY
 ME0241.in June 1991.
 ME0241
 ME0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0241.GEOID18 height accuracy estimate available here.
 ME0241
 ME0241.Click photographs - Photos may exist for this station.
 ME0241
 ME0241.The dynamic height is computed by dividing the NAVD 88
 ME0241.geopotential number by the normal gravity value computed on the
 ME0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0241.degrees latitude (g = 980.6199 gals.).
 ME0241
 ME0241.The modeled gravity was interpolated from observed gravity values.
 ME0241
 ME0241;                    North         East    Units  Estimated Accuracy
 ME0241;SPC IN E     -   672,140.       60,080.      MT  (+/- 180 meters Scaled)
 ME0241
 ME0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL717725(NAD 83)
 ME0241
 ME0241                          SUPERSEDED SURVEY CONTROL
 ME0241
 ME0241  NGVD 29 (??/??/92)  253.770  (m)          832.58   (f) ADJ UNCH    1 1
 ME0241
 ME0241.Superseded values are not recommended for survey control.
 ME0241
 ME0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0241.See file dsdata.pdf to determine how the superseded data were derived.
 ME0241
 ME0241_MARKER: DB = BENCH MARK DISK
 ME0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0241_STAMPING: R 334 1968
 ME0241_MARK LOGO: CGS
 ME0241_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0241
 ME0241  HISTORY     - Date     Condition        Report By
 ME0241  HISTORY     - 1968     MONUMENTED       CGS
 ME0241  HISTORY     - 1983     POOR             USPSQD
 ME0241  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0241
 ME0241                          STATION DESCRIPTION
 ME0241
 ME0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0241'1.5 MI NW FROM BOURBON.
 ME0241'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0241'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, ABOUT 0.4 MILE
 ME0241'SOUTHEAST OF MILEPOST 375, 73 FEET SOUTH OF THE CENTER OF THE
 ME0241'JUNCTION OF U.S. HIGHWAY 30 AND A DRIVE LEADING TO EVERLY
 ME0241'LIVESTOCK HAULING COMPANY (OFFICE AND YARD) 34 FEET NORTHEAST
 ME0241'OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 41 FEET SOUTHWEST
 ME0241'OF THE CENTER LINE OF U.S. HIGHWAY 30, 13 FEET SOUTHWEST OF A
 ME0241'POWER LINE POLE WITH A TRANSFORMER, 6 INCHES NORTHEAST OF A
 ME0241'METAL WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 ME0241'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 ME0241'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 ME0241'PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 ME0241'ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 ME0241
 ME0241                          STATION RECOVERY (1983)
 ME0241
 ME0241'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0241'WITNESS POWER POLE REMOVED AND RELOCATED. SIX INCH PROTECTIVE PIPE
 ME0241'KNOCKED OVER AND DAMAGED. ROD BENT OVER 45 DEGREES 12 INCHES BELOW
 ME0241'DISC. DISC BENT BUT LEGIBLE AND INTACT. NOTE: BENCH MARK 36 FEET
 ME0241'SOUTHEAST OF RESET NIPSCO POWER POLE NO. 788-278 WITH TRANSFORMER,
 ME0241'ABOUT 0.4 MILE NORTHWEST OF RAILROAD SIGNAL 374.1. WITNESS POST
 ME0241'MISSING.
 ME0241
 ME0241                          STATION RECOVERY (1992)
 ME0241
 ME0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1013 ***********************************************************************
 ME1013  DESIGNATION -  R 335
 ME1013  PID         -  ME1013
 ME1013  STATE/COUNTY-  IN/LAKE
 ME1013  COUNTRY     -  US
 ME1013  USGS QUAD   -  HIGHLAND (2019)
 ME1013
 ME1013                         *CURRENT SURVEY CONTROL
 ME1013  ______________________________________________________________________
 ME1013* NAD 83(1986) POSITION- 41 36 51.     (N) 087 24 20.     (W)   SCALED
 ME1013* NAVD 88 ORTHO HEIGHT -   178.950 (meters)      587.11  (feet) ADJUSTED
 ME1013  ______________________________________________________________________
 ME1013  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 ME1013  DYNAMIC HEIGHT  -        178.885 (meters)      586.89  (feet) COMP
 ME1013  MODELED GRAVITY -    980,253.3   (mgal)                       NAVD 88
 ME1013
 ME1013  VERT ORDER      -  FIRST     CLASS I
 ME1013
 ME1013.This mark is at Gary Airport (GYY)
 ME1013
 ME1013.The horizontal coordinates were scaled from a map and have
 ME1013.an estimated accuracy of +/- 6 seconds.
 ME1013
 ME1013.The orthometric height was determined by differential leveling and
 ME1013.adjusted by the NATIONAL GEODETIC SURVEY
 ME1013.in April 1995.
 ME1013
 ME1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1013.GEOID18 height accuracy estimate available here.
 ME1013
 ME1013.Click photographs - Photos may exist for this station.
 ME1013
 ME1013.The dynamic height is computed by dividing the NAVD 88
 ME1013.geopotential number by the normal gravity value computed on the
 ME1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1013.degrees latitude (g = 980.6199 gals.).
 ME1013
 ME1013.The modeled gravity was interpolated from observed gravity values.
 ME1013
 ME1013;                    North         East    Units  Estimated Accuracy
 ME1013;SPC IN W     -   706,820.      873,140.      MT  (+/- 180 meters Scaled)
 ME1013
 ME1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM662070(NAD 83)
 ME1013
 ME1013                          SUPERSEDED SURVEY CONTROL
 ME1013
 ME1013  NAVD 88 (06/15/91)  178.981  (m)          587.21   (f) SUPERSEDED  1 1
 ME1013  NGVD 29 (01/19/93)  179.058  (m)          587.46   (f) ADJUSTED    1 1
 ME1013  NGVD 29 (??/??/92)  179.088  (m)          587.56   (f) SUPERSEDED  1 1
 ME1013
 ME1013.Superseded values are not recommended for survey control.
 ME1013
 ME1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1013.See file dsdata.pdf to determine how the superseded data were derived.
 ME1013
 ME1013_MARKER: DB = BENCH MARK DISK
 ME1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1013_SP_SET: STORM DRAIN
 ME1013_STAMPING: R 335 1968
 ME1013_MARK LOGO: CGS
 ME1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1013+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1013
 ME1013  HISTORY     - Date     Condition        Report By
 ME1013  HISTORY     - 1968     MONUMENTED       CGS
 ME1013  HISTORY     - 1983     GOOD             NGS
 ME1013  HISTORY     - 19920806 GOOD             NGS
 ME1013
 ME1013                          STATION DESCRIPTION
 ME1013
 ME1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1013'AT GARY.
 ME1013'AT THE GARY MUNICIPAL AIRPORT, IN SECTION 36, R 9 W, 37 N,
 ME1013'ABOUT 0.55 MILE SOUTHEAST OF THE MUNICIPAL BUILDING AND THE
 ME1013'HANGAR, BETWEEN THE NORTHWEST-SOUTHEAST RUNWAY AND A TAXI STRIP,
 ME1013'ABOUT 0.4 MILE NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY,
 ME1013'SET ON THE TOP OF THE EAST CORNER OF A 7-FOOT SQUARE CONCRETE
 ME1013'CATCH BASIN FOR AIRPORT DRAINAGE SYSTEM, 149 1/2 FEET SOUTHWEST
 ME1013'OF THE CENTER LINE OF THE TAXI STRIP, 1.7 FEET WEST OF THE
 ME1013'EAST CORNER OF THE CATCH BASIN AND 3 FEET BELOW THE LEVEL OF
 ME1013'THE RUNWAY.
 ME1013
 ME1013                          STATION RECOVERY (1983)
 ME1013
 ME1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ME1013'RECOVERED IN GOOD CONDITION.
 ME1013
 ME1013                          STATION RECOVERY (1992)
 ME1013
 ME1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1013'2.0 KM (1.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1013'OF INTERSTATE HIGHWAY 90 IN GARY, THENCE 0.4 KM (0.25 MI)
 ME1013'SOUTHWESTERLY ALONG A PAVED ROAD AND AN APRON NORTHWEST OF THE
 ME1013'CONFEDERATE AIRFORCE HANGAR, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY
 ME1013'ALONG A TAXIWAY, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST CORNER
 ME1013'OF A STORM DRAIN, AT THE GARY MUNICIPAL AIRPORT, ON THE EXTENDED
 ME1013'CENTER OF HANGAR O-P, 0.6 KM (0.35 MI) NORTHWEST OF THE SOUTHEAST END
 ME1013'OF THE TAXIWAY, 74.0 M (242.8 FT) NORTHEAST OF THE CENTER OF THE
 ME1013'RUNWAY, 45.5 M (149.3 FT) SOUTHWEST OF THE CENTER OF A TAXIWAY, AND
 ME1013'0.9 M (3.0 FT) BELOW THE LEVEL OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2141 ***********************************************************************
 ME2141  DESIGNATION -  R 349
 ME2141  PID         -  ME2141
 ME2141  STATE/COUNTY-  IN/PORTER
 ME2141  COUNTRY     -  US
 ME2141  USGS QUAD   -  DUNE ACRES (2019)
 ME2141
 ME2141                         *CURRENT SURVEY CONTROL
 ME2141  ______________________________________________________________________
 ME2141* NAD 83(1986) POSITION- 41 38 10.82   (N) 087 04 56.56   (W)   HD_HELD1
 ME2141* NAVD 88 ORTHO HEIGHT -   196.430 (meters)      644.45  (feet) ADJUSTED
 ME2141  ______________________________________________________________________
 ME2141  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME2141  DYNAMIC HEIGHT  -        196.359 (meters)      644.22  (feet) COMP
 ME2141  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 ME2141
 ME2141  VERT ORDER      -  FIRST     CLASS II
 ME2141
 ME2141.The horizontal coordinates were determined by differentially corrected
 ME2141.hand held GPS observations or other comparable positioning techniques
 ME2141.and have an estimated accuracy of +/- 3 meters.
 ME2141
 ME2141.The orthometric height was determined by differential leveling and
 ME2141.adjusted by the NATIONAL GEODETIC SURVEY
 ME2141.in June 1991.
 ME2141
 ME2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2141.GEOID18 height accuracy estimate available here.
 ME2141
 ME2141.Click photographs - Photos may exist for this station.
 ME2141
 ME2141.The dynamic height is computed by dividing the NAVD 88
 ME2141.geopotential number by the normal gravity value computed on the
 ME2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2141.degrees latitude (g = 980.6199 gals.).
 ME2141
 ME2141.The modeled gravity was interpolated from observed gravity values.
 ME2141
 ME2141;                    North         East    Units  Estimated Accuracy
 ME2141;SPC IN W     -   709,227.7     900,079.6     MT  (+/- 3 meters HH1 GPS) 
 ME2141
 ME2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9313809403(NAD 83)
 ME2141
 ME2141                          SUPERSEDED SURVEY CONTROL
 ME2141
 ME2141  NGVD 29 (01/19/93)  196.529  (m)          644.78   (f) ADJUSTED    1 2
 ME2141
 ME2141.Superseded values are not recommended for survey control.
 ME2141
 ME2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2141.See file dsdata.pdf to determine how the superseded data were derived.
 ME2141
 ME2141_MARKER: F = FLANGE-ENCASED ROD
 ME2141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2141_STAMPING: R 349 1985
 ME2141_MARK LOGO: NGS
 ME2141_PROJECTION: FLUSH
 ME2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2141+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 ME2141_ROD/PIPE-DEPTH: 14.6 meters
 ME2141
 ME2141  HISTORY     - Date     Condition        Report By
 ME2141  HISTORY     - 1985     MONUMENTED       NGS
 ME2141  HISTORY     - 20140916 GOOD             INDOT
 ME2141  HISTORY     - 20210914 GOOD             IN-127
 ME2141
 ME2141                          STATION DESCRIPTION
 ME2141
 ME2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2141'18.2 KM (11.3 MI) SW FROM MICHIGAN CITY.
 ME2141'18.2 KM (11.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2141'COURTHOUSE IN MICHIGAN CITY, 0.4 KM (0.25 MI) NORTHEAST OF THE
 ME2141'INTERSECTION OF SPRINGS ROAD, 10.4 M (34.1 FT) SOUTHWEST OF THE
 ME2141'SOUTHWEST CORNER OF A CHAIN LINK FENCE, 6.0 M (19.7 FT)
 ME2141'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT)
 ME2141'WEST-SOUTHWEST OF UTILITY POLE NUMBER 240 402.  NOTE--ACCESS TO DATUM
 ME2141'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2141'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 ME2141'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2141
 ME2141                          STATION RECOVERY (2014)
 ME2141
 ME2141'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME2141'RECOVERED IN GOOD CONDITION.
 ME2141
 ME2141                          STATION RECOVERY (2021)
 ME2141
 ME2141'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2141'TO REACH FROM THE INTERSECTION OF STATE ROAD 49 AND U.S. HIGHWAY 12 IN
 ME2141'CHESTERTON, GO SOUTHWESTERLY ALONG HIGHWAY 12 FOR 1.17 MI (1.88 KM)
 ME2141'AND STATION IS ON THE RIGHT, 19.7 FT (6.0 M) NORTH-NORTHWEST OF THE
 ME2141'CENTERLINE OF HIGHWAY, 3.75 FT (1.1 M) WEST-SOUTHWEST OF UTILITY POLE
 ME2141'NO. 240-402 WITH WITNESS SIGN, 345 FT (105.2 M) NORTHEAST ALONG
 ME2141'HIGHWAY 12 FROM THE INTERSECTION OF DUNES VIEW AVENUE.  MONUMENT IS A
 ME2141'STAINLESS STEEL ROD WITH ACCESS THROUGH A 5 INCH (13 CM) HANDHOLE WITH
 ME2141'LID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0761 ***********************************************************************
 LA0761  DESIGNATION -  R 35
 LA0761  PID         -  LA0761
 LA0761  STATE/COUNTY-  IN/WELLS
 LA0761  COUNTRY     -  US
 LA0761  USGS QUAD   -  UNIONDALE (2019)
 LA0761
 LA0761                         *CURRENT SURVEY CONTROL
 LA0761  ______________________________________________________________________
 LA0761* NAD 83(1986) POSITION- 40 49 49.     (N) 085 14 53.     (W)   SCALED
 LA0761* NAVD 88 ORTHO HEIGHT -   247.657 (meters)      812.52  (feet) ADJUSTED
 LA0761  ______________________________________________________________________
 LA0761  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 LA0761  DYNAMIC HEIGHT  -        247.541 (meters)      812.14  (feet) COMP
 LA0761  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 LA0761
 LA0761  VERT ORDER      -  SECOND    CLASS 0
 LA0761
 LA0761.The horizontal coordinates were scaled from a map and have
 LA0761.an estimated accuracy of +/- 6 seconds.
 LA0761
 LA0761.The orthometric height was determined by differential leveling and
 LA0761.adjusted by the NATIONAL GEODETIC SURVEY
 LA0761.in June 1991.
 LA0761
 LA0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0761.GEOID18 height accuracy estimate available here.
 LA0761
 LA0761.Click photographs - Photos may exist for this station.
 LA0761
 LA0761.The dynamic height is computed by dividing the NAVD 88
 LA0761.geopotential number by the normal gravity value computed on the
 LA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0761.degrees latitude (g = 980.6199 gals.).
 LA0761
 LA0761.The modeled gravity was interpolated from observed gravity values.
 LA0761
 LA0761;                    North         East    Units  Estimated Accuracy
 LA0761;SPC IN E     -   619,800.      135,310.      MT  (+/- 180 meters Scaled)
 LA0761
 LA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL477213(NAD 83)
 LA0761
 LA0761                          SUPERSEDED SURVEY CONTROL
 LA0761
 LA0761  NGVD 29 (??/??/92)  247.795  (m)          812.97   (f) ADJ UNCH    2 0
 LA0761
 LA0761.Superseded values are not recommended for survey control.
 LA0761
 LA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0761.See file dsdata.pdf to determine how the superseded data were derived.
 LA0761
 LA0761_MARKER: DB = BENCH MARK DISK
 LA0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0761_STAMPING: R 35 1934
 LA0761_MARK LOGO: CGS
 LA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0761+STABILITY: SURFACE MOTION
 LA0761
 LA0761  HISTORY     - Date     Condition        Report By
 LA0761  HISTORY     - 1934     MONUMENTED       CGS
 LA0761  HISTORY     - 1946     GOOD             CGS
 LA0761
 LA0761                          STATION DESCRIPTION
 LA0761
 LA0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0761'0.3 MI W FROM UNIONDALE.
 LA0761'ABOUT 0.3 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0761'AT UNIONDALE, 88 FEET NORTHWEST OF SEMAPHORE SIGNAL NUMBER 830-1,
 LA0761'63 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD PARALLELING
 LA0761'THE TRACK ON THE NORTH, 14.6 FEET NORTH OF THE NORTH RAIL OF
 LA0761'THE WEST BOUND TRACK, 4.8 FEET NORTH OF THE MILEPOST M-113,
 LA0761'1 FOOT BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE
 LA0761'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1648 ***********************************************************************
 KA1648  DESIGNATION -  R 350
 KA1648  PID         -  KA1648
 KA1648  STATE/COUNTY-  IN/MARION
 KA1648  COUNTRY     -  US
 KA1648  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1648
 KA1648                         *CURRENT SURVEY CONTROL
 KA1648  ______________________________________________________________________
 KA1648* NAD 83(1986) POSITION- 39 45 50.9    (N) 086 14 07.7    (W)   HD_HELD2
 KA1648* NAVD 88 ORTHO HEIGHT -   219.094 (meters)      718.81  (feet) ADJUSTED
 KA1648  ______________________________________________________________________
 KA1648  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 KA1648  DYNAMIC HEIGHT  -        218.975 (meters)      718.42  (feet) COMP
 KA1648  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 KA1648
 KA1648  VERT ORDER      -  FIRST     CLASS II
 KA1648
 KA1648.The horizontal coordinates were established by autonomous hand held GPS
 KA1648.observations and have an estimated accuracy of +/- 10 meters.
 KA1648
 KA1648.The orthometric height was determined by differential leveling and
 KA1648.adjusted by the NATIONAL GEODETIC SURVEY
 KA1648.in June 1991.
 KA1648
 KA1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1648.GEOID18 height accuracy estimate available here.
 KA1648
 KA1648.Click photographs - Photos may exist for this station.
 KA1648
 KA1648.The dynamic height is computed by dividing the NAVD 88
 KA1648.geopotential number by the normal gravity value computed on the
 KA1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1648.degrees latitude (g = 980.6199 gals.).
 KA1648
 KA1648.The modeled gravity was interpolated from observed gravity values.
 KA1648
 KA1648;                    North         East    Units  Estimated Accuracy
 KA1648;SPC IN E     -   501,485.       51,262.      MT  (+/- 10 meters HH2 GPS)
 KA1648
 KA1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6548401858(NAD 83)
 KA1648
 KA1648                          SUPERSEDED SURVEY CONTROL
 KA1648
 KA1648.No superseded survey control is available for this station.
 KA1648
 KA1648_MARKER: I = METAL ROD
 KA1648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1648_STAMPING: R 350 1985
 KA1648_MARK LOGO: NGS
 KA1648_PROJECTION: RECESSED 2 CENTIMETERS
 KA1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1648+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 KA1648_ROD/PIPE-DEPTH: 10.0 meters
 KA1648
 KA1648  HISTORY     - Date     Condition        Report By
 KA1648  HISTORY     - 1985     MONUMENTED       NGS
 KA1648  HISTORY     - 20070605 GOOD             INDIV
 KA1648  HISTORY     - 20210819 MARK NOT FOUND   IN-097
 KA1648
 KA1648                          STATION DESCRIPTION
 KA1648
 KA1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1648'IN INDIANAPOLIS.
 KA1648'IN INDIANAPOLIS, AT THE INTERSECTION OF ROCKVILLE ROAD AND TAFT
 KA1648'AVENUE, 9.0 M (29.5 FT) EAST OF THE CENTER OF THE AVENUE, 8.5 M (27.9
 KA1648'FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.7 M (8.9 FT) NORTHEAST
 KA1648'OF A FIRE HYDRANT, AND 0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE WITH
 KA1648'A STREET LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1648'LOGO CAP.
 KA1648'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KA1648
 KA1648                          STATION RECOVERY (2007)
 KA1648
 KA1648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1648'LAT- 39 45'50.53944 N
 KA1648'LONG- 86 14'07.52563 W
 KA1648'BY RTK GPS MEASUREMENT PER MWRTK.COM TRIMBLE VRS NETWORK
 KA1648
 KA1648                          STATION RECOVERY (2021)
 KA1648
 KA1648'RECOVERY NOTE BY MARION COUNTY INDIANA 2021 (JF)
 KA1648'PULLED TAPE TO MEASURE DISTANCE TO MARK.  APPEARS TO BE A NEW POWER
 KA1648'POLE IN PLACE OF WHERE THE MARK WOULD BE.  PROBED AND GOT NO DETECTION
 KA1648'FROM METAL DETECTOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1585 ***********************************************************************
 JA1585  DESIGNATION -  R 351
 JA1585  PID         -  JA1585
 JA1585  STATE/COUNTY-  IN/PIKE
 JA1585  COUNTRY     -  US
 JA1585  USGS QUAD   -  PETERSBURG (2019)
 JA1585
 JA1585                         *CURRENT SURVEY CONTROL
 JA1585  ______________________________________________________________________
 JA1585* NAD 83(1986) POSITION- 38 23 31.     (N) 087 19 19.     (W)   SCALED
 JA1585* NAVD 88 ORTHO HEIGHT -   134.418 (meters)      441.00  (feet) ADJUSTED
 JA1585  ______________________________________________________________________
 JA1585  GEOID HEIGHT    -        -31.856 (meters)                     GEOID18
 JA1585  DYNAMIC HEIGHT  -        134.330 (meters)      440.71  (feet) COMP
 JA1585  MODELED GRAVITY -    979,972.7   (mgal)                       NAVD 88
 JA1585
 JA1585  VERT ORDER      -  FIRST     CLASS II
 JA1585
 JA1585.The horizontal coordinates were scaled from a map and have
 JA1585.an estimated accuracy of +/- 6 seconds.
 JA1585
 JA1585.The orthometric height was determined by differential leveling and
 JA1585.adjusted by the NATIONAL GEODETIC SURVEY
 JA1585.in June 1991.
 JA1585
 JA1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1585.GEOID18 height accuracy estimate available here.
 JA1585
 JA1585.Click photographs - Photos may exist for this station.
 JA1585
 JA1585.The dynamic height is computed by dividing the NAVD 88
 JA1585.geopotential number by the normal gravity value computed on the
 JA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1585.degrees latitude (g = 980.6199 gals.).
 JA1585
 JA1585.The modeled gravity was interpolated from observed gravity values.
 JA1585
 JA1585;                    North         East    Units  Estimated Accuracy
 JA1585;SPC IN W     -   349,030.      879,160.      MT  (+/- 180 meters Scaled)
 JA1585
 JA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH718493(NAD 83)
 JA1585
 JA1585                          SUPERSEDED SURVEY CONTROL
 JA1585
 JA1585.No superseded survey control is available for this station.
 JA1585
 JA1585_MARKER: I = METAL ROD
 JA1585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1585_STAMPING: R 351 1986
 JA1585_MARK LOGO: NGS
 JA1585_PROJECTION: FLUSH
 JA1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1585_ROD/PIPE-DEPTH: 4.9 meters
 JA1585
 JA1585  HISTORY     - Date     Condition        Report By
 JA1585  HISTORY     - 1986     MONUMENTED       NGS
 JA1585
 JA1585                          STATION DESCRIPTION
 JA1585
 JA1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1585'5.3 KM (3.3 MI) NE FROM OAKLAND CITY.
 JA1585'5.3 KM (3.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1585'WITH STATE HIGHWAY 357 IN OAKLAND CITY, 73.5 M (241.1 FT) WEST OF THE
 JA1585'HIGHWAY CENTERLINE, 14.0 M (45.9 FT) EAST OF A UTILITY POLE, AND 9.5 M
 JA1585'(31.2 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO
 JA1585'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1585'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1585'THE MARK IS 1.2 M ABOVE THE GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1683 ***********************************************************************
 KA1683  DESIGNATION -  R 352
 KA1683  PID         -  KA1683
 KA1683  STATE/COUNTY-  IN/CLAY
 KA1683  COUNTRY     -  US
 KA1683  USGS QUAD   -  BRAZIL WEST (2019)
 KA1683
 KA1683                         *CURRENT SURVEY CONTROL
 KA1683  ______________________________________________________________________
 KA1683* NAD 83(1986) POSITION- 39 30 24.84   (N) 087 11 13.95   (W)   HD_HELD1
 KA1683* NAVD 88 ORTHO HEIGHT -   180.847 (meters)      593.33  (feet) ADJUSTED
 KA1683  ______________________________________________________________________
 KA1683  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 KA1683  DYNAMIC HEIGHT  -        180.742 (meters)      592.98  (feet) COMP
 KA1683  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 KA1683
 KA1683  VERT ORDER      -  FIRST     CLASS II
 KA1683
 KA1683.The horizontal coordinates were determined by differentially corrected
 KA1683.hand held GPS observations or other comparable positioning techniques
 KA1683.and have an estimated accuracy of +/- 3 meters.
 KA1683
 KA1683.The orthometric height was determined by differential leveling and
 KA1683.adjusted by the NATIONAL GEODETIC SURVEY
 KA1683.in June 1991.
 KA1683
 KA1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1683.GEOID18 height accuracy estimate available here.
 KA1683
 KA1683.Click photographs - Photos may exist for this station.
 KA1683
 KA1683.The dynamic height is computed by dividing the NAVD 88
 KA1683.geopotential number by the normal gravity value computed on the
 KA1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1683.degrees latitude (g = 980.6199 gals.).
 KA1683
 KA1683.The modeled gravity was interpolated from observed gravity values.
 KA1683
 KA1683;                    North         East    Units  Estimated Accuracy
 KA1683;SPC IN W     -   472,775.8     891,066.5     MT  (+/- 3 meters HH1 GPS) 
 KA1683
 KA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8390573047(NAD 83)
 KA1683
 KA1683                          SUPERSEDED SURVEY CONTROL
 KA1683
 KA1683.No superseded survey control is available for this station.
 KA1683
 KA1683_MARKER: I = METAL ROD
 KA1683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1683_STAMPING: R 352 1985
 KA1683_MARK LOGO: NGS
 KA1683_PROJECTION: FLUSH
 KA1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1683_ROD/PIPE-DEPTH: 5.5 meters
 KA1683
 KA1683  HISTORY     - Date     Condition        Report By
 KA1683  HISTORY     - 1985     MONUMENTED       NGS
 KA1683
 KA1683                          STATION DESCRIPTION
 KA1683
 KA1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1683'5.7 KM (3.55 MI) SW FROM BRAZIL.
 KA1683'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1683'WITH STATE HIGHWAY 59 IN BRAZIL, 34.3 M (112.5 FT) SOUTH OF THE
 KA1683'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT)
 KA1683'WEST OF THE CENTER OF COUNTY ROAD 15 SOUTH, 7.3 M (24.0 FT) NORTHWEST
 KA1683'OF THE NORTHWEST CORNER OF A BRIDGE SPANNING SULPHUR CREEK, AND 1.0 M
 KA1683'(3.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1683'THROUGH A 5-INCH LOGO CAP.
 KA1683'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1683'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1712 ***********************************************************************
 KA1712  DESIGNATION -  R 353
 KA1712  PID         -  KA1712
 KA1712  STATE/COUNTY-  IN/OWEN
 KA1712  COUNTRY     -  US
 KA1712  USGS QUAD   -  COAL CITY (2019)
 KA1712
 KA1712                         *CURRENT SURVEY CONTROL
 KA1712  ______________________________________________________________________
 KA1712* NAD 83(1986) POSITION- 39 12 55.     (N) 087 02 16.     (W)   SCALED
 KA1712* NAVD 88 ORTHO HEIGHT -   193.018 (meters)      633.26  (feet) ADJUSTED
 KA1712  ______________________________________________________________________
 KA1712  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1712  DYNAMIC HEIGHT  -        192.905 (meters)      632.89  (feet) COMP
 KA1712  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 KA1712
 KA1712  VERT ORDER      -  FIRST     CLASS II
 KA1712
 KA1712.The horizontal coordinates were scaled from a map and have
 KA1712.an estimated accuracy of +/- 6 seconds.
 KA1712
 KA1712.The orthometric height was determined by differential leveling and
 KA1712.adjusted by the NATIONAL GEODETIC SURVEY
 KA1712.in June 1991.
 KA1712
 KA1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1712.GEOID18 height accuracy estimate available here.
 KA1712
 KA1712.Click photographs - Photos may exist for this station.
 KA1712
 KA1712.The dynamic height is computed by dividing the NAVD 88
 KA1712.geopotential number by the normal gravity value computed on the
 KA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1712.degrees latitude (g = 980.6199 gals.).
 KA1712
 KA1712.The modeled gravity was interpolated from observed gravity values.
 KA1712
 KA1712;                    North         East    Units  Estimated Accuracy
 KA1712;SPC IN W     -   440,400.      903,930.      MT  (+/- 180 meters Scaled)
 KA1712
 KA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ967406(NAD 83)
 KA1712
 KA1712                          SUPERSEDED SURVEY CONTROL
 KA1712
 KA1712.No superseded survey control is available for this station.
 KA1712
 KA1712_MARKER: I = METAL ROD
 KA1712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1712_STAMPING: R 353 1985
 KA1712_MARK LOGO: NGS
 KA1712_PROJECTION: FLUSH
 KA1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1712_ROD/PIPE-DEPTH: 3.4 meters
 KA1712
 KA1712  HISTORY     - Date     Condition        Report By
 KA1712  HISTORY     - 1985     MONUMENTED       NGS
 KA1712
 KA1712                          STATION DESCRIPTION
 KA1712
 KA1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1712'13.0 KM (8.1 MI) SE FROM CLAY CITY.
 KA1712'13.0 KM (8.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1712'JUNCTION WITH STATE HIGHWAY 59 IN CLAY CITY, OR 14.1 KM (8.75 MI)
 KA1712'NORTHWESTERLY ALONG STATE HIGHWAY 157 FROM ITS JUNCTION WITH U.S.
 KA1712'HIGHWAY 231 IN WORTHINGTON, 11.7 M (38.4 FT) SOUTH-SOUTHWEST OF THE
 KA1712'CENTER OF THE HIGHWAY, 5.1 M (16.7 FT) EAST OF THE CENTER OF A
 KA1712'GRAVELED ROAD, AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A STOP SIGN.
 KA1712'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1712'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1712'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1625 ***********************************************************************
 JA1625  DESIGNATION -  R 354
 JA1625  PID         -  JA1625
 JA1625  STATE/COUNTY-  IN/DAVIESS
 JA1625  COUNTRY     -  US
 JA1625  USGS QUAD   -  PLAINVILLE (2019)
 JA1625
 JA1625                         *CURRENT SURVEY CONTROL
 JA1625  ______________________________________________________________________
 JA1625* NAD 83(1986) POSITION- 38 45 19.6    (N) 087 10 00.1    (W)   HD_HELD2
 JA1625* NAVD 88 ORTHO HEIGHT -   163.900 (meters)      537.73  (feet) ADJUSTED
 JA1625  ______________________________________________________________________
 JA1625  GEOID HEIGHT    -        -32.394 (meters)                     GEOID18
 JA1625  DYNAMIC HEIGHT  -        163.797 (meters)      537.39  (feet) COMP
 JA1625  MODELED GRAVITY -    980,000.4   (mgal)                       NAVD 88
 JA1625
 JA1625  VERT ORDER      -  FIRST     CLASS II
 JA1625
 JA1625.The horizontal coordinates were established by autonomous hand held GPS
 JA1625.observations and have an estimated accuracy of +/- 10 meters.
 JA1625
 JA1625.The orthometric height was determined by differential leveling and
 JA1625.adjusted by the NATIONAL GEODETIC SURVEY
 JA1625.in June 1991.
 JA1625
 JA1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1625.GEOID18 height accuracy estimate available here.
 JA1625
 JA1625.Click photographs - Photos may exist for this station.
 JA1625
 JA1625.The dynamic height is computed by dividing the NAVD 88
 JA1625.geopotential number by the normal gravity value computed on the
 JA1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1625.degrees latitude (g = 980.6199 gals.).
 JA1625
 JA1625.The modeled gravity was interpolated from observed gravity values.
 JA1625
 JA1625;                    North         East    Units  Estimated Accuracy
 JA1625;SPC IN W     -   389,352.      892,754.      MT  (+/- 10 meters HH2 GPS)
 JA1625
 JA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8551689651(NAD 83)
 JA1625
 JA1625                          SUPERSEDED SURVEY CONTROL
 JA1625
 JA1625.No superseded survey control is available for this station.
 JA1625
 JA1625_MARKER: I = METAL ROD
 JA1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1625_STAMPING: R 354 1985
 JA1625_MARK LOGO: NGS
 JA1625_PROJECTION: FLUSH
 JA1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1625_ROD/PIPE-DEPTH: 10.4 meters
 JA1625
 JA1625  HISTORY     - Date     Condition        Report By
 JA1625  HISTORY     - 1985     MONUMENTED       NGS
 JA1625  HISTORY     - 20090506 GOOD             GEOCAC
 JA1625
 JA1625                          STATION DESCRIPTION
 JA1625
 JA1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1625'11.8 KM (7.35 MI) NE FROM WASHINGTON.
 JA1625'11.8 KM (7.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1625'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 42.4 M (139.1 FT) EAST OF
 JA1625'THE CENTERLINE OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF
 JA1625'COUNTY ROAD 675 NORTH, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER
 JA1625'R851.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1625'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1625'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1625
 JA1625                          STATION RECOVERY (2009)
 JA1625
 JA1625'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2861 ***********************************************************************
 JZ2861  DESIGNATION -  R 355
 JZ2861  PID         -  JZ2861
 JZ2861  STATE/COUNTY-  IN/MARION
 JZ2861  COUNTRY     -  US
 JZ2861  USGS QUAD   -  ACTON (2019)
 JZ2861
 JZ2861                         *CURRENT SURVEY CONTROL
 JZ2861  ______________________________________________________________________
 JZ2861* NAD 83(1986) POSITION- 39 41 47.46   (N) 085 59 26.77   (W)   HD_HELD1
 JZ2861* NAVD 88 ORTHO HEIGHT -   249.941 (meters)      820.01  (feet) ADJUSTED
 JZ2861  ______________________________________________________________________
 JZ2861  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 JZ2861  DYNAMIC HEIGHT  -        249.799 (meters)      819.55  (feet) COMP
 JZ2861  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 JZ2861
 JZ2861  VERT ORDER      -  FIRST     CLASS II
 JZ2861
 JZ2861.The horizontal coordinates were determined by differentially corrected
 JZ2861.hand held GPS observations or other comparable positioning techniques
 JZ2861.and have an estimated accuracy of +/- 3 meters.
 JZ2861
 JZ2861.The orthometric height was determined by differential leveling and
 JZ2861.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2861.in June 1991.
 JZ2861
 JZ2861.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2861.GEOID18 height accuracy estimate available here.
 JZ2861
 JZ2861.Click photographs - Photos may exist for this station.
 JZ2861
 JZ2861.The dynamic height is computed by dividing the NAVD 88
 JZ2861.geopotential number by the normal gravity value computed on the
 JZ2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2861.degrees latitude (g = 980.6199 gals.).
 JZ2861
 JZ2861.The modeled gravity was interpolated from observed gravity values.
 JZ2861
 JZ2861;                    North         East    Units  Estimated Accuracy
 JZ2861;SPC IN E     -   493,872.7      72,202.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2861
 JZ2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8652894561(NAD 83)
 JZ2861
 JZ2861                          SUPERSEDED SURVEY CONTROL
 JZ2861
 JZ2861.No superseded survey control is available for this station.
 JZ2861
 JZ2861_MARKER: DV = VERTICAL CONTROL DISK
 JZ2861_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2861_SP_SET: PIER
 JZ2861_STAMPING: R 355 1986
 JZ2861_MARK LOGO: NGS
 JZ2861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2861+STABILITY: POSITION/ELEVATION WELL
 JZ2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2861+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2010
 JZ2861
 JZ2861  HISTORY     - Date     Condition        Report By
 JZ2861  HISTORY     - 1986     MONUMENTED       NGS
 JZ2861  HISTORY     - 20101228 GOOD             INDNR
 JZ2861
 JZ2861                          STATION DESCRIPTION
 JZ2861
 JZ2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2861'6.5 KM (4.05 MI) SE FROM INDIANAPOLIS.
 JZ2861'6.5 KM (4.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2861'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, SET
 JZ2861'VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY 1 OF 5 COLUMNS OF
 JZ2861'THE CENTER PIER OF THE THOMPSON ROAD OVERPASS OF THE HIGHWAY, 13.1 M
 JZ2861'(43.0 FT) WEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2861'HIGHWAY, AND 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF THE SOUTHEAST
 JZ2861'BOUND LANES OF THE HIGHWAY.
 JZ2861'THE MARK IS 1.4 M ABOVE THE GROUND.
 JZ2861
 JZ2861                          STATION RECOVERY (2010)
 JZ2861
 JZ2861'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1604 ***********************************************************************
 JA1604  DESIGNATION -  R 356
 JA1604  PID         -  JA1604
 JA1604  STATE/COUNTY-  IN/VANDERBURGH
 JA1604  COUNTRY     -  US
 JA1604  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1604
 JA1604                         *CURRENT SURVEY CONTROL
 JA1604  ______________________________________________________________________
 JA1604* NAD 83(2011) POSITION- 38 03 01.26908(N) 087 32 38.77649(W)   NO CHECK
 JA1604* NAD 83(2011) ELLIP HT-    86.157 (meters)        (06/27/12)   NO CHECK
 JA1604* NAD 83(2011) EPOCH   -  2010.00
 JA1604* NAVD 88 ORTHO HEIGHT -   117.323 (meters)      384.92  (feet) ADJUSTED
 JA1604  ______________________________________________________________________
 JA1604  GEOID HEIGHT    -        -31.160 (meters)                     GEOID18
 JA1604  NAD 83(2011) X  -    215,496.672 (meters)                     COMP
 JA1604  NAD 83(2011) Y  - -5,024,435.141 (meters)                     COMP
 JA1604  NAD 83(2011) Z  -  3,909,899.733 (meters)                     COMP
 JA1604  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 JA1604  DYNAMIC HEIGHT  -        117.242 (meters)      384.65  (feet) COMP
 JA1604  MODELED GRAVITY -    979,942.2   (mgal)                       NAVD 88
 JA1604
 JA1604  VERT ORDER      -  FIRST     CLASS II
 JA1604
 JA1604  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1604  Standards:
 JA1604         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1604            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1604  -------------------------------------------------------------------
 JA1604  NETWORK    0.53   1.16           0.24   0.19   0.59      0.05620466
 JA1604  -------------------------------------------------------------------
 JA1604  Click here for local accuracies and other accuracy information.
 JA1604
 JA1604.The horizontal coordinates were established by GPS observations
 JA1604.and adjusted by the National Geodetic Survey in June 2012.
 JA1604
 JA1604.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1604.been affixed to the stable North American tectonic plate. See 
 JA1604.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1604
 JA1604.The horizontal coordinates are valid at the epoch date displayed above
 JA1604.which is a decimal equivalence of Year/Month/Day.
 JA1604
 JA1604.No horizontal observational check was made to the station.
 JA1604
 JA1604.The orthometric height was determined by differential leveling and
 JA1604.adjusted by the NATIONAL GEODETIC SURVEY
 JA1604.in June 1991.
 JA1604
 JA1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1604.GEOID18 height accuracy estimate available here.
 JA1604
 JA1604.Click photographs - Photos may exist for this station.
 JA1604
 JA1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1604
 JA1604.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1604
 JA1604.The ellipsoidal height was determined by GPS observations
 JA1604.and is referenced to NAD 83.
 JA1604
 JA1604.The dynamic height is computed by dividing the NAVD 88
 JA1604.geopotential number by the normal gravity value computed on the
 JA1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1604.degrees latitude (g = 980.6199 gals.).
 JA1604
 JA1604.The modeled gravity was interpolated from observed gravity values.
 JA1604
 JA1604. The following values were computed from the NAD 83(2011) position.
 JA1604
 JA1604;                    North         East     Units Scale Factor Converg.
 JA1604;SPC IN W     -   311,183.047   859,558.257   MT  0.99998680   -0 17 02.4
 JA1604;SPC IN W     - 1,020,939.71  2,820,067.38   sFT  0.99998680   -0 17 02.4
 JA1604;UTM  16      - 4,211,541.473   452,261.579   MT  0.99962807   -0 20 07.3
 JA1604
 JA1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1604!SPC IN W     -   0.99998648  x   0.99998680  =   0.99997328
 JA1604!UTM  16      -   0.99998648  x   0.99962807  =   0.99961456
 JA1604
 JA1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5226111541(NAD 83)
 JA1604
 JA1604                          SUPERSEDED SURVEY CONTROL
 JA1604
 JA1604  NAD 83(2007)-  38 03 01.26913(N)    087 32 38.77730(W) AD(2002.00) 0
 JA1604  ELLIP H (02/10/07)   86.186  (m)                       GP(2002.00)    
 JA1604  NAD 83(1997)-  38 03 01.26900(N)    087 32 38.77769(W) AD(       ) 1
 JA1604  ELLIP H (04/10/98)   86.200  (m)                       GP(       ) 4 1
 JA1604  NAVD 88             117.32   (m)          384.9    (f) LEVELING    3  
 JA1604
 JA1604.Superseded values are not recommended for survey control.
 JA1604
 JA1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1604.See file dsdata.pdf to determine how the superseded data were derived.
 JA1604
 JA1604_MARKER: I = METAL ROD
 JA1604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1604_STAMPING: R 356 1986
 JA1604_MARK LOGO: NGS
 JA1604_PROJECTION: RECESSED 8 CENTIMETERS
 JA1604_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1604+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2011
 JA1604_ROD/PIPE-DEPTH: 18.3 meters
 JA1604
 JA1604  HISTORY     - Date     Condition        Report By
 JA1604  HISTORY     - 1986     MONUMENTED       NGS
 JA1604  HISTORY     - 19950816 GOOD             USPSQD
 JA1604  HISTORY     - 19970528 GOOD             NGS
 JA1604  HISTORY     - 20070117 GOOD             ACCU
 JA1604  HISTORY     - 20110418 GOOD             JCLS
 JA1604  HISTORY     - 20150212 GOOD             GEOCAC
 JA1604
 JA1604                          STATION DESCRIPTION
 JA1604
 JA1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1604'8.3 KM (5.15 MI) NORTH FROM EVANSVILLE.
 JA1604'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1604'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, 25.2 M (82.7 FT) EAST OF
 JA1604'THE NORTH BOUND HIGHWAY CENTERLINE, 12.2 M (40.0 FT) NORTH OF STATE
 JA1604'HIGHWAY 57 SOUTH BOUND LANES CENTERLINE, 4.6 M (15.1 FT) NORTH OF THE
 JA1604'CENTER OF A MANHOLE COVER, 1.5 M (4.9 FT) SOUTHWEST OF THE SOUTHWEST
 JA1604'EDGE OF A PARKING LOT, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE.
 JA1604'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1604'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 57.
 JA1604
 JA1604                          STATION RECOVERY (1995)
 JA1604
 JA1604'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1604'RECOVERED IN GOOD CONDITION.
 JA1604
 JA1604                          STATION RECOVERY (1997)
 JA1604
 JA1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1604'THE STATION IS LOCATED NEAR THE NORTH SIDE OF EVANSVILLE, ABOUT 0.5 KM
 JA1604'(0.30 MI) NORTHWEST OF THE EVANSVILLE DRESS REGIONAL AIRPORT, NEAR THE
 JA1604'SOUTHWEST CORNER OF THE PARKING LOT FOR THE CUMMINS DIESEL PROPERTY,
 JA1604'AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 JA1604'TRANSPORTATION.  THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF
 JA1604'THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 57. THE STATION IS A
 JA1604'PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL DATUM POINT FASTENED
 JA1604'TO A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 JA1604'SURROUNDED BY CONCRETE RECESSED 8 CM BELOW GROUND.  IT IS 25.2 M (82.7
 JA1604'FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 41, 16.0 M
 JA1604'(52.5 FT) NORTH OF THE CENTER OF HIGHWAY 57, 6.0 M (19.7 FT)
 JA1604'EAST-NORTHEAST OF THE CENTER OF A STEEL DRAIN, 3.54 M (11.61 FT) EAST
 JA1604'OF THE EAST CORNER OF A CONCRETE BASE FOR A STEEL POWER POLE WITH A
 JA1604'METER, 4.48 M (14.70 FT) NORTH OF THE CENTER OF A 0.8 M (2.6 FT)
 JA1604'DIAMETER STEEL MANHOLE COVER, 3.29 M (10.79 FT) WEST-NORTHWEST OF THE
 JA1604'CENTER OF A 0.4 M (1.3 FT) SQUARE CONCRETE CABLE DUCT COVER, 1.5 M
 JA1604'(4.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE CUMMINS PARKING LOT
 JA1604'AND 0.85 M (2.79 FT) EAST OF POWER POLE NUMBER 84 3 AND A FIBERGLASS
 JA1604'WITNESS POST.
 JA1604
 JA1604                          STATION RECOVERY (2007)
 JA1604
 JA1604'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WJC)
 JA1604'RECOVERED IN GOOD CONDITION.
 JA1604
 JA1604                          STATION RECOVERY (2011)
 JA1604
 JA1604'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA1604'RECOVERED IN GOOD CONDITION.
 JA1604
 JA1604                          STATION RECOVERY (2015)
 JA1604
 JA1604'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA1604'MARK FOUND  IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2837 ***********************************************************************
 JZ2837  DESIGNATION -  R 357
 JZ2837  PID         -  JZ2837
 JZ2837  STATE/COUNTY-  IN/SHELBY
 JZ2837  COUNTRY     -  US
 JZ2837  USGS QUAD   -  WALDRON (2019)
 JZ2837
 JZ2837                         *CURRENT SURVEY CONTROL
 JZ2837  ______________________________________________________________________
 JZ2837* NAD 83(1986) POSITION- 39 27 11.     (N) 085 37 46.     (W)   SCALED
 JZ2837* NAVD 88 ORTHO HEIGHT -   264.764 (meters)      868.65  (feet) ADJUSTED
 JZ2837  ______________________________________________________________________
 JZ2837  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 JZ2837  DYNAMIC HEIGHT  -        264.604 (meters)      868.12  (feet) COMP
 JZ2837  MODELED GRAVITY -    980,015.0   (mgal)                       NAVD 88
 JZ2837
 JZ2837  VERT ORDER      -  FIRST     CLASS II
 JZ2837
 JZ2837.The horizontal coordinates were scaled from a map and have
 JZ2837.an estimated accuracy of +/- 6 seconds.
 JZ2837
 JZ2837.The orthometric height was determined by differential leveling and
 JZ2837.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2837.in June 1991.
 JZ2837
 JZ2837.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2837.GEOID18 height accuracy estimate available here.
 JZ2837
 JZ2837.Click photographs - Photos may exist for this station.
 JZ2837
 JZ2837.The dynamic height is computed by dividing the NAVD 88
 JZ2837.geopotential number by the normal gravity value computed on the
 JZ2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2837.degrees latitude (g = 980.6199 gals.).
 JZ2837
 JZ2837.The modeled gravity was interpolated from observed gravity values.
 JZ2837
 JZ2837;                    North         East    Units  Estimated Accuracy
 JZ2837;SPC IN E     -   466,790.      103,200.      MT  (+/- 180 meters Scaled)
 JZ2837
 JZ2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ179679(NAD 83)
 JZ2837
 JZ2837                          SUPERSEDED SURVEY CONTROL
 JZ2837
 JZ2837.No superseded survey control is available for this station.
 JZ2837
 JZ2837_MARKER: DV = VERTICAL CONTROL DISK
 JZ2837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2837_SP_SET: PIER
 JZ2837_STAMPING: R 357 1986
 JZ2837_MARK LOGO: NGS
 JZ2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2837
 JZ2837  HISTORY     - Date     Condition        Report By
 JZ2837  HISTORY     - 1986     MONUMENTED       NGS
 JZ2837
 JZ2837                          STATION DESCRIPTION
 JZ2837
 JZ2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2837'12.4 KM (7.7 MI) SE FROM SHELBYVILLE.
 JZ2837'12.4 KM (7.7 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2837'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2837'SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4 COLUMNS OF THE CENTER
 JZ2837'PIER OF COUNTY LINE ROAD OVERPASS OF THE HIGHWAY, 13.1 M (43.0 FT)
 JZ2837'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2837'HIGHWAY, AND 12.6 M (41.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2837'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2837'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2811 ***********************************************************************
 JZ2811  DESIGNATION -  R 358
 JZ2811  PID         -  JZ2811
 JZ2811  STATE/COUNTY-  IN/RIPLEY
 JZ2811  COUNTRY     -  US
 JZ2811  USGS QUAD   -  BATESVILLE (2019)
 JZ2811
 JZ2811                         *CURRENT SURVEY CONTROL
 JZ2811  ______________________________________________________________________
 JZ2811* NAD 83(1986) POSITION- 39 16 50.     (N) 085 08 08.     (W)   SCALED
 JZ2811* NAVD 88 ORTHO HEIGHT -   292.541 (meters)      959.78  (feet) ADJUSTED
 JZ2811  ______________________________________________________________________
 JZ2811  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 JZ2811  DYNAMIC HEIGHT  -        292.357 (meters)      959.17  (feet) COMP
 JZ2811  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JZ2811
 JZ2811  VERT ORDER      -  FIRST     CLASS II
 JZ2811
 JZ2811.The horizontal coordinates were scaled from a map and have
 JZ2811.an estimated accuracy of +/- 6 seconds.
 JZ2811
 JZ2811.The orthometric height was determined by differential leveling and
 JZ2811.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2811.in June 1991.
 JZ2811
 JZ2811.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2811.GEOID18 height accuracy estimate available here.
 JZ2811
 JZ2811.Click photographs - Photos may exist for this station.
 JZ2811
 JZ2811.The dynamic height is computed by dividing the NAVD 88
 JZ2811.geopotential number by the normal gravity value computed on the
 JZ2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2811.degrees latitude (g = 980.6199 gals.).
 JZ2811
 JZ2811.The modeled gravity was interpolated from observed gravity values.
 JZ2811
 JZ2811;                    North         East    Units  Estimated Accuracy
 JZ2811;SPC IN E     -   447,780.      145,830.      MT  (+/- 180 meters Scaled)
 JZ2811
 JZ2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ608495(NAD 83)
 JZ2811
 JZ2811                          SUPERSEDED SURVEY CONTROL
 JZ2811
 JZ2811.No superseded survey control is available for this station.
 JZ2811
 JZ2811_MARKER: DV = VERTICAL CONTROL DISK
 JZ2811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2811_SP_SET: BRIDGE ABUTMENT
 JZ2811_STAMPING: R 358 1986
 JZ2811_MARK LOGO: NGS
 JZ2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2811
 JZ2811  HISTORY     - Date     Condition        Report By
 JZ2811  HISTORY     - 1986     MONUMENTED       NGS
 JZ2811
 JZ2811                          STATION DESCRIPTION
 JZ2811
 JZ2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2811'7.8 KM (4.85 MI) EAST FROM BATESVILLE.
 JZ2811'7.8 KM (4.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2811'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, IN TOP OF AND 0.1 M
 JZ2811'(0.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 JZ2811'EAST BOUND HIGHWAY BRIDGE SPANNING A CREEK, AND 6.0 M (19.7 FT) NORTH
 JZ2811'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 JZ2811'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1634 ***********************************************************************
 JA1634  DESIGNATION -  R 359
 JA1634  PID         -  JA1634
 JA1634  STATE/COUNTY-  IN/KNOX
 JA1634  COUNTRY     -  US
 JA1634  USGS QUAD   -  WHEATLAND (2019)
 JA1634
 JA1634                         *CURRENT SURVEY CONTROL
 JA1634  ______________________________________________________________________
 JA1634* NAD 83(1986) POSITION- 38 40 03.     (N) 087 19 43.     (W)   SCALED
 JA1634* NAVD 88 ORTHO HEIGHT -   137.445 (meters)      450.93  (feet) ADJUSTED
 JA1634  ______________________________________________________________________
 JA1634  GEOID HEIGHT    -        -32.073 (meters)                     GEOID18
 JA1634  DYNAMIC HEIGHT  -        137.358 (meters)      450.65  (feet) COMP
 JA1634  MODELED GRAVITY -    979,995.6   (mgal)                       NAVD 88
 JA1634
 JA1634  VERT ORDER      -  FIRST     CLASS II
 JA1634
 JA1634.The horizontal coordinates were scaled from a map and have
 JA1634.an estimated accuracy of +/- 6 seconds.
 JA1634
 JA1634.The orthometric height was determined by differential leveling and
 JA1634.adjusted by the NATIONAL GEODETIC SURVEY
 JA1634.in June 1991.
 JA1634
 JA1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1634.GEOID18 height accuracy estimate available here.
 JA1634
 JA1634.Click photographs - Photos may exist for this station.
 JA1634
 JA1634.The dynamic height is computed by dividing the NAVD 88
 JA1634.geopotential number by the normal gravity value computed on the
 JA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1634.degrees latitude (g = 980.6199 gals.).
 JA1634
 JA1634.The modeled gravity was interpolated from observed gravity values.
 JA1634
 JA1634;                    North         East    Units  Estimated Accuracy
 JA1634;SPC IN W     -   379,610.      878,650.      MT  (+/- 180 meters Scaled)
 JA1634
 JA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH714799(NAD 83)
 JA1634
 JA1634                          SUPERSEDED SURVEY CONTROL
 JA1634
 JA1634.No superseded survey control is available for this station.
 JA1634
 JA1634_MARKER: I = METAL ROD
 JA1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1634_STAMPING: R 359 1986
 JA1634_MARK LOGO: NGS
 JA1634_PROJECTION: FLUSH
 JA1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1634_ROD/PIPE-DEPTH: 18.6 meters
 JA1634
 JA1634  HISTORY     - Date     Condition        Report By
 JA1634  HISTORY     - 1986     MONUMENTED       NGS
 JA1634
 JA1634                          STATION DESCRIPTION
 JA1634
 JA1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1634'1.9 KM (1.2 MI) WEST FROM WHEATLAND.
 JA1634'1.9 KM (1.2 MI) WESTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JA1634'JUNCTION WITH STATE HIGHWAY 550 IN WHEATLAND, 12.9 M (42.3 FT) SOUTH
 JA1634'OF THE NEAR RAIL, 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF U.S.
 JA1634'HIGHWAY 50, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 JA1634'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1634'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JA1634'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1737 ***********************************************************************
 KA1737  DESIGNATION -  R 360
 KA1737  PID         -  KA1737
 KA1737  STATE/COUNTY-  IN/VERMILLION
 KA1737  COUNTRY     -  US
 KA1737  USGS QUAD   -  CLINTON (2019)
 KA1737
 KA1737                         *CURRENT SURVEY CONTROL
 KA1737  ______________________________________________________________________
 KA1737* NAD 83(1986) POSITION- 39 39 32.     (N) 087 24 51.     (W)   SCALED
 KA1737* NAVD 88 ORTHO HEIGHT -   158.533 (meters)      520.12  (feet) ADJUSTED
 KA1737  ______________________________________________________________________
 KA1737  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 KA1737  DYNAMIC HEIGHT  -        158.444 (meters)      519.83  (feet) COMP
 KA1737  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 KA1737
 KA1737  VERT ORDER      -  FIRST     CLASS II
 KA1737
 KA1737.The horizontal coordinates were scaled from a map and have
 KA1737.an estimated accuracy of +/- 6 seconds.
 KA1737
 KA1737.The orthometric height was determined by differential leveling and
 KA1737.adjusted by the NATIONAL GEODETIC SURVEY
 KA1737.in June 1991.
 KA1737
 KA1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1737.GEOID18 height accuracy estimate available here.
 KA1737
 KA1737.Click photographs - Photos may exist for this station.
 KA1737
 KA1737.The dynamic height is computed by dividing the NAVD 88
 KA1737.geopotential number by the normal gravity value computed on the
 KA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1737.degrees latitude (g = 980.6199 gals.).
 KA1737
 KA1737.The modeled gravity was interpolated from observed gravity values.
 KA1737
 KA1737;                    North         East    Units  Estimated Accuracy
 KA1737;SPC IN W     -   489,700.      871,610.      MT  (+/- 180 meters Scaled)
 KA1737
 KA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ644899(NAD 83)
 KA1737
 KA1737                          SUPERSEDED SURVEY CONTROL
 KA1737
 KA1737.No superseded survey control is available for this station.
 KA1737
 KA1737_MARKER: I = METAL ROD
 KA1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1737_STAMPING: R 360 1986
 KA1737_MARK LOGO: NGS
 KA1737_PROJECTION: FLUSH
 KA1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1737_ROD/PIPE-DEPTH: 3.3 meters
 KA1737
 KA1737  HISTORY     - Date     Condition        Report By
 KA1737  HISTORY     - 1986     MONUMENTED       NGS
 KA1737
 KA1737                          STATION DESCRIPTION
 KA1737
 KA1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1737'IN CLINTON.
 KA1737'IN CLINTON, AT THE INTERSECTION OF STATE HIGHWAY 163 AND THE
 KA1737'LOUISVILLE AND NASHVILLE RAILROAD, 23.5 M (77.1 FT) NORTH OF THE
 KA1737'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH OF THE SOUTHWEST
 KA1737'CORNER OF THE WHITE CONSTRUCTION INCORPORATION WAREHOUSE, 6.4 M (21.0
 KA1737'FT) EAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) WEST OF A FENCE.
 KA1737'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1737'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 KA1737'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1762 ***********************************************************************
 KA1762  DESIGNATION -  R 361
 KA1762  PID         -  KA1762
 KA1762  STATE/COUNTY-  IN/VERMILLION
 KA1762  COUNTRY     -  US
 KA1762  USGS QUAD   -  NEWPORT (2019)
 KA1762
 KA1762                         *CURRENT SURVEY CONTROL
 KA1762  ______________________________________________________________________
 KA1762* NAD 83(1986) POSITION- 39 59 06.     (N) 087 27 02.     (W)   SCALED
 KA1762* NAVD 88 ORTHO HEIGHT -   160.811 (meters)      527.59  (feet) ADJUSTED
 KA1762  ______________________________________________________________________
 KA1762  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 KA1762  DYNAMIC HEIGHT  -        160.727 (meters)      527.32  (feet) COMP
 KA1762  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 KA1762
 KA1762  VERT ORDER      -  FIRST     CLASS II
 KA1762
 KA1762.The horizontal coordinates were scaled from a map and have
 KA1762.an estimated accuracy of +/- 6 seconds.
 KA1762
 KA1762.The orthometric height was determined by differential leveling and
 KA1762.adjusted by the NATIONAL GEODETIC SURVEY
 KA1762.in June 1991.
 KA1762
 KA1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1762.GEOID18 height accuracy estimate available here.
 KA1762
 KA1762.Click photographs - Photos may exist for this station.
 KA1762
 KA1762.The dynamic height is computed by dividing the NAVD 88
 KA1762.geopotential number by the normal gravity value computed on the
 KA1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1762.degrees latitude (g = 980.6199 gals.).
 KA1762
 KA1762.The modeled gravity was interpolated from observed gravity values.
 KA1762
 KA1762;                    North         East    Units  Estimated Accuracy
 KA1762;SPC IN W     -   525,920.      868,640.      MT  (+/- 180 meters Scaled)
 KA1762
 KA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK615261(NAD 83)
 KA1762
 KA1762                          SUPERSEDED SURVEY CONTROL
 KA1762
 KA1762.No superseded survey control is available for this station.
 KA1762
 KA1762_MARKER: I = METAL ROD
 KA1762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1762_STAMPING: R 361 1986
 KA1762_MARK LOGO: NGS
 KA1762_PROJECTION: FLUSH
 KA1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1762_ROD/PIPE-DEPTH: 9.7 meters
 KA1762
 KA1762  HISTORY     - Date     Condition        Report By
 KA1762  HISTORY     - 1986     MONUMENTED       NGS
 KA1762  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1762
 KA1762                          STATION DESCRIPTION
 KA1762
 KA1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1762'3.7 KM (2.3 MI) NORTH FROM CAYUGA.
 KA1762'3.7 KM (2.3 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1762'WITH STATE HIGHWAY 234 IN CAYUGA, 0.1 KM (0.05 MI) SOUTH OF THE
 KA1762'INTERSECTION OF A ROAD LEADING WEST TO A GRAVEL PIT, 36.6 M (120.1 FT)
 KA1762'EAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 15.6 M
 KA1762'(51.2 FT) NORTH OF FENCE BRACE POST, 8.3 M (27.2 FT) WEST OF THE
 KA1762'CENTER OF A NARROW ASPHALT ROAD, AND 1.1 M (3.6 FT) SOUTH-SOUTHWEST OF
 KA1762'UTILITY POLE NUMBER 804-2401.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1762'THROUGH A 5-INCH LOGO CAP.
 KA1762'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 KA1762'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1762
 KA1762                          STATION RECOVERY (2005)
 KA1762
 KA1762'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1762'FOUND FRAGMENTS OF THE METAL CASING
 KA1762'PRESUMED TO BE DESTROYED BUT HAVE NO PICTURE OR EVIDENCE OF THE ACTUAL
 KA1762'MARK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3392 ***********************************************************************
 ME3392  DESIGNATION -  R 367
 ME3392  PID         -  ME3392
 ME3392  STATE/COUNTY-  IN/MARSHALL
 ME3392  COUNTRY     -  US
 ME3392  USGS QUAD   -  DONALDSON (2019)
 ME3392
 ME3392                         *CURRENT SURVEY CONTROL
 ME3392  ______________________________________________________________________
 ME3392* NAD 83(1986) POSITION- 41 21 49.     (N) 086 27 42.     (W)   SCALED
 ME3392* NAVD 88 ORTHO HEIGHT -   228.661 (meters)      750.20  (feet) ADJUSTED
 ME3392  ______________________________________________________________________
 ME3392  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 ME3392  DYNAMIC HEIGHT  -        228.568 (meters)      749.89  (feet) COMP
 ME3392  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 ME3392
 ME3392  VERT ORDER      -  FIRST     CLASS II
 ME3392
 ME3392.The horizontal coordinates were scaled from a map and have
 ME3392.an estimated accuracy of +/- 6 seconds.
 ME3392
 ME3392.The orthometric height was determined by differential leveling and
 ME3392.adjusted by the NATIONAL GEODETIC SURVEY
 ME3392.in April 1995.
 ME3392
 ME3392.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3392.GEOID18 height accuracy estimate available here.
 ME3392
 ME3392.Click photographs - Photos may exist for this station.
 ME3392
 ME3392.The dynamic height is computed by dividing the NAVD 88
 ME3392.geopotential number by the normal gravity value computed on the
 ME3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3392.degrees latitude (g = 980.6199 gals.).
 ME3392
 ME3392.The modeled gravity was interpolated from observed gravity values.
 ME3392
 ME3392;                    North         East    Units  Estimated Accuracy
 ME3392;SPC IN E     -   679,240.       33,480.      MT  (+/- 180 meters Scaled)
 ME3392
 ME3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL450792(NAD 83)
 ME3392
 ME3392                          SUPERSEDED SURVEY CONTROL
 ME3392
 ME3392  NGVD 29 (01/19/93)  228.771  (m)          750.56   (f) ADJUSTED    1 2
 ME3392
 ME3392.Superseded values are not recommended for survey control.
 ME3392
 ME3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3392.See file dsdata.pdf to determine how the superseded data were derived.
 ME3392
 ME3392_MARKER: I = METAL ROD
 ME3392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3392_STAMPING: R 367 1992
 ME3392_MARK LOGO: NGS
 ME3392_PROJECTION: FLUSH
 ME3392_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3392+STABILITY: POSITION/ELEVATION WELL
 ME3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3392+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3392_ROD/PIPE-DEPTH: 14.9 meters
 ME3392_SLEEVE-DEPTH  : 3.1 meters
 ME3392
 ME3392  HISTORY     - Date     Condition        Report By
 ME3392  HISTORY     - 1992     MONUMENTED       NGS
 ME3392
 ME3392                          STATION DESCRIPTION
 ME3392
 ME3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3392'13.2 KM (8.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME3392'JUNCTION OF STATE HIGHWAY 17 IN PLYMOUTH, 1.8 KM (1.10 MI) WEST OF
 ME3392'THE INTERSECTION OF NORTH UNION ROAD, 70.0 M (229.7 FT) SOUTH OF THE
 ME3392'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.1 M (98.8 FT)
 ME3392'NORTH OF THE NEAR RAIL, 8.2 M (26.9 FT) SOUTHWEST OF AND LEVEL WITH
 ME3392'THE CENTERLINE OF OLD HIGHWAY 30, AND 1.7 M (5.6 FT) WEST OF A
 ME3392'WITNESS POST AND A ROAD BARRIER SIGN. NOTE--ACCESS TO THE DATUM POINT
 ME3392'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1972 ***********************************************************************
 MD1972  DESIGNATION -  R 368
 MD1972  PID         -  MD1972
 MD1972  STATE/COUNTY-  IN/ALLEN
 MD1972  COUNTRY     -  US
 MD1972  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1972
 MD1972                         *CURRENT SURVEY CONTROL
 MD1972  ______________________________________________________________________
 MD1972* NAD 83(1986) POSITION- 41 04 13.     (N) 085 05 22.     (W)   SCALED
 MD1972* NAVD 88 ORTHO HEIGHT -   239.074 (meters)      784.36  (feet) ADJUSTED
 MD1972  ______________________________________________________________________
 MD1972  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 MD1972  DYNAMIC HEIGHT  -        238.978 (meters)      784.05  (feet) COMP
 MD1972  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD1972
 MD1972  VERT ORDER      -  FIRST     CLASS II
 MD1972
 MD1972.The horizontal coordinates were scaled from a map and have
 MD1972.an estimated accuracy of +/- 6 seconds.
 MD1972
 MD1972.The orthometric height was determined by differential leveling and
 MD1972.adjusted by the NATIONAL GEODETIC SURVEY
 MD1972.in April 1995.
 MD1972
 MD1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1972.GEOID18 height accuracy estimate available here.
 MD1972
 MD1972.Click photographs - Photos may exist for this station.
 MD1972
 MD1972.The dynamic height is computed by dividing the NAVD 88
 MD1972.geopotential number by the normal gravity value computed on the
 MD1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1972.degrees latitude (g = 980.6199 gals.).
 MD1972
 MD1972.The modeled gravity was interpolated from observed gravity values.
 MD1972
 MD1972;                    North         East    Units  Estimated Accuracy
 MD1972;SPC IN E     -   646,520.      148,510.      MT  (+/- 180 meters Scaled)
 MD1972
 MD1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL605483(NAD 83)
 MD1972
 MD1972                          SUPERSEDED SURVEY CONTROL
 MD1972
 MD1972  NGVD 29 (01/19/93)  239.240  (m)          784.91   (f) ADJUSTED    1 2
 MD1972
 MD1972.Superseded values are not recommended for survey control.
 MD1972
 MD1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1972.See file dsdata.pdf to determine how the superseded data were derived.
 MD1972
 MD1972_MARKER: I = METAL ROD
 MD1972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD1972+WITH SETTING: INFORMATION.
 MD1972_STAMPING: R 368 1992
 MD1972_MARK LOGO: NGS
 MD1972_PROJECTION: FLUSH
 MD1972_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1972+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1972_ROD/PIPE-DEPTH: 2.8 meters
 MD1972
 MD1972  HISTORY     - Date     Condition        Report By
 MD1972  HISTORY     - 1992     MONUMENTED       NGS
 MD1972
 MD1972                          STATION DESCRIPTION
 MD1972
 MD1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1972'IN FORT WAYNE, AT THE INTERSECTION OF REDWOOD AVENUE AND REYNOLDS
 MD1972'STREET, 56.9 M (186.7 FT) SOUTH OF THE STREET CENTER, 23.1 M (75.8
 MD1972'FT) EAST OF THE AVENUE CENTER, 3.8 M (12.5 FT) NORTHEAST OF UTILITY
 MD1972'POLE NUMBER A479-972, 3.1 M (10.2 FT) NORTH OF THE CENTER OF A GATE
 MD1972'IN A CHAIN-LINK FENCE ENCLOSING A WATER TANK, 1.4 M (4.6 FT) SOUTH OF
 MD1972'THE NORTHEAST CORNER OF THE FENCE, 1.3 M (4.3 FT) BELOW THE LEVEL OF
 MD1972'THE AVENUE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 MD1972'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 MD1972'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7523 ***********************************************************************
 DR7523  DESIGNATION -  R 375
 DR7523  PID         -  DR7523
 DR7523  STATE/COUNTY-  IN/LAGRANGE
 DR7523  COUNTRY     -  US
 DR7523  USGS QUAD   -  MIDDLEBURY (2019)
 DR7523
 DR7523                         *CURRENT SURVEY CONTROL
 DR7523  ______________________________________________________________________
 DR7523* NAD 83(1986) POSITION- 41 39 15.28   (N) 085 38 20.18   (W)   HD_HELD1
 DR7523* NAVD 88 ORTHO HEIGHT -   264.463 (meters)      867.66  (feet) ADJUSTED
 DR7523  ______________________________________________________________________
 DR7523  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 DR7523  DYNAMIC HEIGHT  -        264.362 (meters)      867.33  (feet) COMP
 DR7523  MODELED GRAVITY -    980,234.9   (mgal)                       NAVD 88
 DR7523
 DR7523  VERT ORDER      -  SECOND    CLASS I
 DR7523
 DR7523.The horizontal coordinates were determined by differentially corrected
 DR7523.hand held GPS observations or other comparable positioning techniques
 DR7523.and have an estimated accuracy of +/- 3 meters.
 DR7523
 DR7523.The orthometric height was determined by differential leveling and
 DR7523.adjusted by the NATIONAL GEODETIC SURVEY
 DR7523.in March 2022.
 DR7523
 DR7523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7523.GEOID18 height accuracy estimate available here.
 DR7523
 DR7523.Click photographs - Photos may exist for this station.
 DR7523
 DR7523.The dynamic height is computed by dividing the NAVD 88
 DR7523.geopotential number by the normal gravity value computed on the
 DR7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7523.degrees latitude (g = 980.6199 gals.).
 DR7523
 DR7523.The modeled gravity was interpolated from observed gravity values.
 DR7523
 DR7523;                    North         East    Units  Estimated Accuracy
 DR7523;SPC IN E     -   711,216.7     102,309.6     MT  (+/- 3 meters HH1 GPS) 
 DR7523
 DR7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1332912283(NAD 83)
 DR7523
 DR7523                          SUPERSEDED SURVEY CONTROL
 DR7523
 DR7523.No superseded survey control is available for this station.
 DR7523
 DR7523_MARKER: F = FLANGE-ENCASED ROD
 DR7523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7523_STAMPING: R 375 2018
 DR7523_MARK LOGO: NONE
 DR7523_PROJECTION: RECESSED 8 CENTIMETERS
 DR7523_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7523+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 DR7523_ROD/PIPE-DEPTH: 3.1 meters
 DR7523_SLEEVE-DEPTH  : 0.9 meters
 DR7523
 DR7523  HISTORY     - Date     Condition        Report By
 DR7523  HISTORY     - 20180612 MONUMENTED       INDOT
 DR7523
 DR7523                          STATION DESCRIPTION
 DR7523
 DR7523'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7523'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF
 DR7523'MILLERSBURG, 3.8 MI (6.1 KM) EAST-SOUTHEAST OF MIDDLEBURY AND 3.3 MI
 DR7523'(5.3 KM) WEST-SOUTHWEST OF SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7523'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 13,
 DR7523'TRAVEL EAST 3.45 MI (5.55 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7523'THE LEFT (NORTH) SIDE OF THE ROAD, EAST OF 11065 U.S. HIGHWAY 20.
 DR7523'
 DR7523'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 35 FT (10.7 M)
 DR7523'NORTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 135 FT (41.1
 DR7523'M) WEST OF THE COUNTY ROAD NORTH 1100 WEST CENTERLINE.  IT IS LOCATED
 DR7523'12.02 FT (3.7 M) NORTHWEST OF THE NORTHWEST CORNER OF A NO PASSING
 DR7523'SIGN POST, 98.94 FT (30.2 M) EAST-SOUTHEAST OF A MAG NAIL SET IN THE
 DR7523'SOUTHEAST FACE OF POWER POLE 1071703, 14.43 FT (4.4 M) SOUTH-SOUTHEAST
 DR7523'OF A MAG NAIL SET IN THE SOUTH FACE OF A FENCE POST AND 118.74 FT
 DR7523'(36.2 M) WEST-SOUTHWEST OF A MAG NAIL SET IN THE SOUTHWEST FACE OF
 DR7523'POWER POLE 1071704.
 DR7523'
 DR7523'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7523'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7547 ***********************************************************************
 DR7547  DESIGNATION -  R 376
 DR7547  PID         -  DR7547
 DR7547  STATE/COUNTY-  IN/LAGRANGE
 DR7547  COUNTRY     -  US
 DR7547  USGS QUAD   -  ORLAND (2019)
 DR7547
 DR7547                         *CURRENT SURVEY CONTROL
 DR7547  ______________________________________________________________________
 DR7547* NAD 83(1986) POSITION- 41 38 31.25   (N) 085 14 10.46   (W)   HD_HELD1
 DR7547* NAVD 88 ORTHO HEIGHT -   296.309 (meters)      972.14  (feet) ADJUSTED
 DR7547  ______________________________________________________________________
 DR7547  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 DR7547  DYNAMIC HEIGHT  -        296.195 (meters)      971.77  (feet) COMP
 DR7547  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 DR7547
 DR7547  VERT ORDER      -  SECOND    CLASS I
 DR7547
 DR7547.The horizontal coordinates were determined by differentially corrected
 DR7547.hand held GPS observations or other comparable positioning techniques
 DR7547.and have an estimated accuracy of +/- 3 meters.
 DR7547
 DR7547.The orthometric height was determined by differential leveling and
 DR7547.adjusted by the NATIONAL GEODETIC SURVEY
 DR7547.in March 2022.
 DR7547
 DR7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7547.GEOID18 height accuracy estimate available here.
 DR7547
 DR7547.Click photographs - Photos may exist for this station.
 DR7547
 DR7547.The dynamic height is computed by dividing the NAVD 88
 DR7547.geopotential number by the normal gravity value computed on the
 DR7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7547.degrees latitude (g = 980.6199 gals.).
 DR7547
 DR7547.The modeled gravity was interpolated from observed gravity values.
 DR7547
 DR7547;                    North         East    Units  Estimated Accuracy
 DR7547;SPC IN E     -   709,947.5     135,859.3     MT  (+/- 3 meters HH1 GPS) 
 DR7547
 DR7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4688911533(NAD 83)
 DR7547
 DR7547                          SUPERSEDED SURVEY CONTROL
 DR7547
 DR7547.No superseded survey control is available for this station.
 DR7547
 DR7547_MARKER: F = FLANGE-ENCASED ROD
 DR7547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7547_STAMPING: R 376 2018
 DR7547_MARK LOGO: NONE
 DR7547_PROJECTION: RECESSED 8 CENTIMETERS
 DR7547_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7547+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2018
 DR7547_ROD/PIPE-DEPTH: 21.9 meters
 DR7547_SLEEVE-DEPTH  : 0.9 meters
 DR7547
 DR7547  HISTORY     - Date     Condition        Report By
 DR7547  HISTORY     - 20180629 MONUMENTED       INDOT
 DR7547
 DR7547                          STATION DESCRIPTION
 DR7547
 DR7547'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7547'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF ORLAND,
 DR7547'4.6 MI (7.4 KM) NORTH-NORTHWEST OF STROH AND 3.7 MI (6.0 KM) SOUTHEAST
 DR7547'OF MONGO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7547'
 DR7547'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7547'TRAVEL EAST 2.56 MI (4.12 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7547'THE LEFT (NORTH) SIDE OF THE ROAD.
 DR7547'
 DR7547'THE STATION IS FLUSH WITH THE GROUND, 38.0 FT (11.6 M) NORTH OF THE
 DR7547'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 175 FT (53.3 M) WEST OF
 DR7547'THE CENTERLINE OF THE PRIVATE DRIVE FOR 9875 U.S. HIGHWAY 20.  IT IS
 DR7547'LOCATED 54.28 FT (16.5 M) WEST-SOUTHWEST OF A MAG NAIL SET IN POWER
 DR7547'POLE 18373, 85.97 FT (26.2 M) WEST OF THE SOUTHWEST CORNER OF A STEEL
 DR7547'GATE POST AND 100.04 FT (30.5 M) NORTHWEST OF A MAG NAIL SET IN POWER
 DR7547'POLE 1-081-000.
 DR7547'
 DR7547'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7547'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7571 ***********************************************************************
 DR7571  DESIGNATION -  R 377
 DR7571  PID         -  DR7571
 DR7571  STATE/COUNTY-  IN/LAGRANGE
 DR7571  COUNTRY     -  US
 DR7571  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7571
 DR7571                         *CURRENT SURVEY CONTROL
 DR7571  ______________________________________________________________________
 DR7571* NAD 83(1986) POSITION- 41 34 11.78   (N) 085 16 19.49   (W)   HD_HELD1
 DR7571* NAVD 88 ORTHO HEIGHT -   303.917 (meters)      997.10  (feet) ADJUSTED
 DR7571  ______________________________________________________________________
 DR7571  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 DR7571  DYNAMIC HEIGHT  -        303.798 (meters)      996.71  (feet) COMP
 DR7571  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 DR7571
 DR7571  VERT ORDER      -  SECOND    CLASS I
 DR7571
 DR7571.The horizontal coordinates were determined by differentially corrected
 DR7571.hand held GPS observations or other comparable positioning techniques
 DR7571.and have an estimated accuracy of +/- 3 meters.
 DR7571
 DR7571.The orthometric height was determined by differential leveling and
 DR7571.adjusted by the NATIONAL GEODETIC SURVEY
 DR7571.in March 2022.
 DR7571
 DR7571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7571.GEOID18 height accuracy estimate available here.
 DR7571
 DR7571.Click photographs - Photos may exist for this station.
 DR7571
 DR7571.The dynamic height is computed by dividing the NAVD 88
 DR7571.geopotential number by the normal gravity value computed on the
 DR7571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7571.degrees latitude (g = 980.6199 gals.).
 DR7571
 DR7571.The modeled gravity was interpolated from observed gravity values.
 DR7571
 DR7571;                    North         East    Units  Estimated Accuracy
 DR7571;SPC IN E     -   701,928.4     132,909.9     MT  (+/- 3 meters HH1 GPS) 
 DR7571
 DR7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4406403470(NAD 83)
 DR7571
 DR7571                          SUPERSEDED SURVEY CONTROL
 DR7571
 DR7571.No superseded survey control is available for this station.
 DR7571
 DR7571_MARKER: DV = VERTICAL CONTROL DISK
 DR7571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7571+WITH SETTING: PAVEMENT
 DR7571_SP_SET: LIGHT POLE BASE
 DR7571_STAMPING: 2018 R 377
 DR7571_MARK LOGO: INDOT
 DR7571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7571+STABILITY: SURFACE MOTION
 DR7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7571+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DR7571
 DR7571  HISTORY     - Date     Condition        Report By
 DR7571  HISTORY     - 20180723 MONUMENTED       INDOT
 DR7571
 DR7571                          STATION DESCRIPTION
 DR7571
 DR7571'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7571'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF MONGO, 5.8 MI (9.3
 DR7571'KM) EAST-NORTHEAST OF WOLCOTTVILLE AND 3.8 MI (6.1 KM) WEST-SOUTHWEST
 DR7571'OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7571'
 DR7571'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7571'TRAVEL SOUTH, SOUTHEAST AND SOUTH 5.06 MI (8.14 KM) ALONG STATE ROAD 3
 DR7571'TO THE MONUMENT ON THE RIGHT (WEST) SIDE OF THE ROAD, LOCATED NEAR THE
 DR7571'SOUTHWEST QUADRANT OF THE INTERSECTION OF STATE ROAD 3 AND COUNTY ROAD
 DR7571'EAST 500 SOUTH.
 DR7571'
 DR7571'THE MARK IS LOCATED ON THE NORTHEAST CORNER OF THE LIGHT POLE
 DR7571'FOUNDATION, 48.0 FT (14.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DR7571'COUNTY ROAD EAST 500 SOUTH AND 24.1 FT (7.3 M) WEST OF THE APPROXIMATE
 DR7571'CENTERLINE OF STATE ROAD 3.  IT IS LOCATED 139.98 FT (42.7 M)
 DR7571'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY BLOCK GARAGE AND
 DR7571'106.20 FT (32.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DR7571'CONCRETE R.W. MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0812 ***********************************************************************
 LA0812  DESIGNATION -  R 38
 LA0812  PID         -  LA0812
 LA0812  STATE/COUNTY-  IN/WELLS
 LA0812  COUNTRY     -  US
 LA0812  USGS QUAD   -  BLUFFTON (2019)
 LA0812
 LA0812                         *CURRENT SURVEY CONTROL
 LA0812  ______________________________________________________________________
 LA0812* NAD 83(1986) POSITION- 40 39 30.     (N) 085 09 06.     (W)   SCALED
 LA0812* NAVD 88 ORTHO HEIGHT -   256.080 (meters)      840.16  (feet) ADJUSTED
 LA0812  ______________________________________________________________________
 LA0812  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 LA0812  DYNAMIC HEIGHT  -        255.956 (meters)      839.75  (feet) COMP
 LA0812  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 LA0812
 LA0812  VERT ORDER      -  SECOND    CLASS 0
 LA0812
 LA0812.The horizontal coordinates were scaled from a map and have
 LA0812.an estimated accuracy of +/- 6 seconds.
 LA0812
 LA0812.The orthometric height was determined by differential leveling and
 LA0812.adjusted by the NATIONAL GEODETIC SURVEY
 LA0812.in June 1991.
 LA0812
 LA0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0812.GEOID18 height accuracy estimate available here.
 LA0812
 LA0812.Click photographs - Photos may exist for this station.
 LA0812
 LA0812.The dynamic height is computed by dividing the NAVD 88
 LA0812.geopotential number by the normal gravity value computed on the
 LA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0812.degrees latitude (g = 980.6199 gals.).
 LA0812
 LA0812.The modeled gravity was interpolated from observed gravity values.
 LA0812
 LA0812;                    North         East    Units  Estimated Accuracy
 LA0812;SPC IN E     -   600,750.      143,550.      MT  (+/- 180 meters Scaled)
 LA0812
 LA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL562024(NAD 83)
 LA0812
 LA0812                          SUPERSEDED SURVEY CONTROL
 LA0812
 LA0812  NGVD 29 (??/??/92)  256.220  (m)          840.62   (f) ADJ UNCH    2 0
 LA0812
 LA0812.Superseded values are not recommended for survey control.
 LA0812
 LA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0812.See file dsdata.pdf to determine how the superseded data were derived.
 LA0812
 LA0812_MARKER: DB = BENCH MARK DISK
 LA0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0812_SP_SET: BRIDGE
 LA0812_STAMPING: R 38 1934
 LA0812_MARK LOGO: CGS
 LA0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0812
 LA0812  HISTORY     - Date     Condition        Report By
 LA0812  HISTORY     - 1934     MONUMENTED       CGS
 LA0812  HISTORY     - 1947     GOOD             CGS
 LA0812  HISTORY     - 1961     MARK NOT FOUND   CGS
 LA0812
 LA0812                          STATION DESCRIPTION
 LA0812
 LA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0812'AT REIFFSBURG.
 LA0812'AT REIFFSBURG, 0.25 MILE NORTH ALONG STATE HIGHWAY 1 FROM ITS
 LA0812'INTERSECTION WITH STATE HIGHWAY 118, 160 YARDS NORTH OF THE CITY
 LA0812'LIMITS SIGN, SET IN THE TOP OF THE SOUTHEAST WING WALL OF A
 LA0812'15-FOOT CONCRETE BRIDGE OVER A DITCH, 20 FEET EAST OF AND 0.5
 LA0812'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 LA0812
 LA0812                          STATION RECOVERY (1961)
 LA0812
 LA0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA0812'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1034 ***********************************************************************
 LA1034  DESIGNATION -  R 39
 LA1034  PID         -  LA1034
 LA1034  STATE/COUNTY-  IN/JAY
 LA1034  COUNTRY     -  US
 LA1034  USGS QUAD   -  PENNVILLE (2019)
 LA1034
 LA1034                         *CURRENT SURVEY CONTROL
 LA1034  ______________________________________________________________________
 LA1034* NAD 83(1986) POSITION- 40 24 44.     (N) 085 08 59.     (W)   SCALED
 LA1034* NAVD 88 ORTHO HEIGHT -   272.605 (meters)      894.37  (feet) ADJUSTED
 LA1034  ______________________________________________________________________
 LA1034  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 LA1034  DYNAMIC HEIGHT  -        272.466 (meters)      893.92  (feet) COMP
 LA1034  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 LA1034
 LA1034  VERT ORDER      -  SECOND    CLASS 0
 LA1034
 LA1034.The horizontal coordinates were scaled from a map and have
 LA1034.an estimated accuracy of +/- 6 seconds.
 LA1034
 LA1034.The orthometric height was determined by differential leveling and
 LA1034.adjusted by the NATIONAL GEODETIC SURVEY
 LA1034.in June 1991.
 LA1034
 LA1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1034.GEOID18 height accuracy estimate available here.
 LA1034
 LA1034.Click photographs - Photos may exist for this station.
 LA1034
 LA1034.The dynamic height is computed by dividing the NAVD 88
 LA1034.geopotential number by the normal gravity value computed on the
 LA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1034.degrees latitude (g = 980.6199 gals.).
 LA1034
 LA1034.The modeled gravity was interpolated from observed gravity values.
 LA1034
 LA1034;                    North         East    Units  Estimated Accuracy
 LA1034;SPC IN E     -   573,420.      143,880.      MT  (+/- 180 meters Scaled)
 LA1034
 LA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK569751(NAD 83)
 LA1034
 LA1034                          SUPERSEDED SURVEY CONTROL
 LA1034
 LA1034  NGVD 29 (??/??/92)  272.741  (m)          894.82   (f) ADJ UNCH    2 0
 LA1034
 LA1034.Superseded values are not recommended for survey control.
 LA1034
 LA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1034.See file dsdata.pdf to determine how the superseded data were derived.
 LA1034
 LA1034_MARKER: DB = BENCH MARK DISK
 LA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1034_STAMPING: R 39 1934
 LA1034_MARK LOGO: CGS
 LA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1034+STABILITY: SURFACE MOTION
 LA1034
 LA1034  HISTORY     - Date     Condition        Report By
 LA1034  HISTORY     - 1934     MONUMENTED       CGS
 LA1034  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA1034
 LA1034                          STATION DESCRIPTION
 LA1034
 LA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1034'5.5 MI S FROM PENNVILLE.
 LA1034'5.5 MILES SOUTTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1034'PENNVILLE, JAY COUNTY, 0.3 MILE SOUTH OF THE HOUSE ON THE
 LA1034'FAIRVIEW FARM, 51 YARDS SOUTH OF A 40-INCH ELM TREE, 27 FEET
 LA1034'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF A POLE,
 LA1034'3 FEET WEST OF THE FENCE LINE, AND ABOUT 2 FEET LOWER THAN THE
 LA1034'HIGHWAY.  A STANDARD DISK, STAMPED R 39 1934 AND SET IN THE TOP
 LA1034'OF A CONCRETE POST.  NOTE-- AREA COVERED BY FILL.
 LA1034
 LA1034                          STATION RECOVERY (1961)
 LA1034
 LA1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LA1034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1281 ***********************************************************************
 LA1281  DESIGNATION -  R 4
 LA1281  PID         -  LA1281
 LA1281  STATE/COUNTY-  IN/MADISON
 LA1281  COUNTRY     -  US
 LA1281  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1281
 LA1281                         *CURRENT SURVEY CONTROL
 LA1281  ______________________________________________________________________
 LA1281* NAD 83(1986) POSITION- 40 06 04.7    (N) 085 40 43.9    (W)   HD_HELD2
 LA1281* NAVD 88 ORTHO HEIGHT -   269.914 (meters)      885.54  (feet) ADJUSTED
 LA1281  ______________________________________________________________________
 LA1281  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LA1281  DYNAMIC HEIGHT  -        269.769 (meters)      885.07  (feet) COMP
 LA1281  MODELED GRAVITY -    980,081.8   (mgal)                       NAVD 88
 LA1281
 LA1281  VERT ORDER      -  FIRST     CLASS II
 LA1281
 LA1281.The horizontal coordinates were established by autonomous hand held GPS
 LA1281.observations and have an estimated accuracy of +/- 10 meters.
 LA1281
 LA1281.The orthometric height was determined by differential leveling and
 LA1281.adjusted by the NATIONAL GEODETIC SURVEY
 LA1281.in June 1991.
 LA1281
 LA1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1281.GEOID18 height accuracy estimate available here.
 LA1281
 LA1281.Click photographs - Photos may exist for this station.
 LA1281
 LA1281.The dynamic height is computed by dividing the NAVD 88
 LA1281.geopotential number by the normal gravity value computed on the
 LA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1281.degrees latitude (g = 980.6199 gals.).
 LA1281
 LA1281.The modeled gravity was interpolated from observed gravity values.
 LA1281
 LA1281;                    North         East    Units  Estimated Accuracy
 LA1281;SPC IN E     -   538,766.       98,960.      MT  (+/- 10 meters HH2 GPS)
 LA1281
 LA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1260639837(NAD 83)
 LA1281
 LA1281                          SUPERSEDED SURVEY CONTROL
 LA1281
 LA1281  NGVD 29 (??/??/92)  270.055  (m)          886.01   (f) ADJ UNCH    1 2
 LA1281
 LA1281.Superseded values are not recommended for survey control.
 LA1281
 LA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1281.See file dsdata.pdf to determine how the superseded data were derived.
 LA1281
 LA1281_MARKER: DB = BENCH MARK DISK
 LA1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1281_SP_SET: BUILDING
 LA1281_STAMPING: R 4 ELEV 886.005 FT
 LA1281_MARK LOGO: CGS
 LA1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1281
 LA1281  HISTORY     - Date     Condition        Report By
 LA1281  HISTORY     - 1916     MONUMENTED       CGS
 LA1281  HISTORY     - 1946     GOOD             CGS
 LA1281  HISTORY     - 1989     GOOD             USPSQD
 LA1281
 LA1281                          STATION DESCRIPTION
 LA1281
 LA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1281'AT ANDERSON.
 LA1281'AT ANDERSON, SET VERTICALLY IN THE WEST FACE OF THE STONE WALL
 LA1281'OF THE NEW YORK CENTRAL RAILROAD STATION, AT 15TH AND MERIDIAN
 LA1281'STREET, 1.4 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING
 LA1281'AND 2.9 FEET ABOVE THE SIDE WALK.
 LA1281
 LA1281                          STATION RECOVERY (1989)
 LA1281
 LA1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1720 ***********************************************************************
 JZ1720  DESIGNATION -  R 40
 JZ1720  PID         -  JZ1720
 JZ1720  STATE/COUNTY-  IN/WAYNE
 JZ1720  COUNTRY     -  US
 JZ1720  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1720
 JZ1720                         *CURRENT SURVEY CONTROL
 JZ1720  ______________________________________________________________________
 JZ1720* NAD 83(1986) POSITION- 39 58 57.     (N) 085 08 49.     (W)   SCALED
 JZ1720* NAVD 88 ORTHO HEIGHT -   322.683 (meters)     1058.67  (feet) ADJUSTED
 JZ1720  ______________________________________________________________________
 JZ1720  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 JZ1720  DYNAMIC HEIGHT  -        322.502 (meters)     1058.08  (feet) COMP
 JZ1720  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 JZ1720
 JZ1720  VERT ORDER      -  SECOND    CLASS 0
 JZ1720
 JZ1720.The horizontal coordinates were scaled from a map and have
 JZ1720.an estimated accuracy of +/- 6 seconds.
 JZ1720
 JZ1720.The orthometric height was determined by differential leveling and
 JZ1720.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1720.in June 1991.
 JZ1720
 JZ1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1720.GEOID18 height accuracy estimate available here.
 JZ1720
 JZ1720.Click photographs - Photos may exist for this station.
 JZ1720
 JZ1720.The dynamic height is computed by dividing the NAVD 88
 JZ1720.geopotential number by the normal gravity value computed on the
 JZ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1720.degrees latitude (g = 980.6199 gals.).
 JZ1720
 JZ1720.The modeled gravity was interpolated from observed gravity values.
 JZ1720
 JZ1720;                    North         East    Units  Estimated Accuracy
 JZ1720;SPC IN E     -   525,700.      144,390.      MT  (+/- 180 meters Scaled)
 JZ1720
 JZ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK582274(NAD 83)
 JZ1720
 JZ1720                          SUPERSEDED SURVEY CONTROL
 JZ1720
 JZ1720  NGVD 29 (??/??/92)  322.821  (m)         1059.12   (f) ADJ UNCH    2 0
 JZ1720
 JZ1720.Superseded values are not recommended for survey control.
 JZ1720
 JZ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1720.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1720
 JZ1720_MARKER: DB = BENCH MARK DISK
 JZ1720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1720_SP_SET: BUILDING
 JZ1720_STAMPING: R 40 1934
 JZ1720_MARK LOGO: CGS
 JZ1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1720
 JZ1720  HISTORY     - Date     Condition        Report By
 JZ1720  HISTORY     - 1934     MONUMENTED       CGS
 JZ1720  HISTORY     - 1947     GOOD             CGS
 JZ1720  HISTORY     - 20050629 MARK NOT FOUND   GEOCAC
 JZ1720  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1720
 JZ1720                          STATION DESCRIPTION
 JZ1720
 JZ1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1720'5.3 MI N FROM HAGERSTOWN.
 JZ1720'5.3 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ1720'HAGERSTOWN, 75 YARDS WEST OF THE JUNCTION OF U.S. HIGHWAY 35,
 JZ1720'AT THE WEST RIVER FRIENDS CHURCH, 3.4 FEET SOUTHEAST OF THE
 JZ1720'SOUTHEAST CORNER OF THE FRAME CHURCH BUILDING, 90 FEET NORTH OF
 JZ1720'THE CENTER LINE OF HIGHWAY 1 AND UNDER A SHRUBBERY BUSH, PROJECTING
 JZ1720'ABOUT 4 INCHES.
 JZ1720
 JZ1720                          STATION RECOVERY (2005)
 JZ1720
 JZ1720'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1720'AT THE DESCRIBED LOCATION, THERE IS A CONCRETE POST, 1/2 DESTROYED,
 JZ1720'WITH A SETTING FOR A STEM TO MOUNT A BENCHMARK.  THE STEM AND
 JZ1720'BENCHMARK ARE MISSING.
 JZ1720
 JZ1720                          STATION RECOVERY (2017)
 JZ1720
 JZ1720'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 JZ1720'THE CONCRETE POST WAS FOUND BROKEN OFF AND THE DISK WAS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1414 ***********************************************************************
 LA1414  DESIGNATION -  R 41
 LA1414  PID         -  LA1414
 LA1414  STATE/COUNTY-  IN/DELAWARE
 LA1414  COUNTRY     -  US
 LA1414  USGS QUAD   -  GILMAN (2019)
 LA1414
 LA1414                         *CURRENT SURVEY CONTROL
 LA1414  ______________________________________________________________________
 LA1414* NAD 83(1986) POSITION- 40 08 04.     (N) 085 32 24.     (W)   SCALED
 LA1414* NAVD 88 ORTHO HEIGHT -   278.771 (meters)      914.60  (feet) ADJUSTED
 LA1414  ______________________________________________________________________
 LA1414  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 LA1414  DYNAMIC HEIGHT  -        278.622 (meters)      914.11  (feet) COMP
 LA1414  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA1414
 LA1414  VERT ORDER      -  SECOND    CLASS 0
 LA1414
 LA1414.The horizontal coordinates were scaled from a map and have
 LA1414.an estimated accuracy of +/- 6 seconds.
 LA1414
 LA1414.The orthometric height was determined by differential leveling and
 LA1414.adjusted by the NATIONAL GEODETIC SURVEY
 LA1414.in June 1991.
 LA1414
 LA1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1414.GEOID18 height accuracy estimate available here.
 LA1414
 LA1414.Click photographs - Photos may exist for this station.
 LA1414
 LA1414.The dynamic height is computed by dividing the NAVD 88
 LA1414.geopotential number by the normal gravity value computed on the
 LA1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1414.degrees latitude (g = 980.6199 gals.).
 LA1414
 LA1414.The modeled gravity was interpolated from observed gravity values.
 LA1414
 LA1414;                    North         East    Units  Estimated Accuracy
 LA1414;SPC IN E     -   542,450.      110,800.      MT  (+/- 180 meters Scaled)
 LA1414
 LA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK243437(NAD 83)
 LA1414
 LA1414                          SUPERSEDED SURVEY CONTROL
 LA1414
 LA1414  NGVD 29 (??/??/92)  278.909  (m)          915.05   (f) ADJ UNCH    2 0
 LA1414
 LA1414.Superseded values are not recommended for survey control.
 LA1414
 LA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1414.See file dsdata.pdf to determine how the superseded data were derived.
 LA1414
 LA1414_MARKER: DB = BENCH MARK DISK
 LA1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1414_STAMPING: R 41 1934
 LA1414_MARK LOGO: CGS
 LA1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1414+STABILITY: SURFACE MOTION
 LA1414
 LA1414  HISTORY     - Date     Condition        Report By
 LA1414  HISTORY     - 1934     MONUMENTED       CGS
 LA1414
 LA1414                          STATION DESCRIPTION
 LA1414
 LA1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1414'1.2 MI E FROM DALEVILLE.
 LA1414'1.2 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1414'LOUIS RAILWAY FROM THE STATION AT DALEVILLE, DELAWARE COUNTY, 7
 LA1414'FEET SOUTHWEST OF POLE 238/47, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD
 LA1414'CROSSING NEAR THE RICHMOND STATION OF THE INDIANA RAILROAD, 35.6
 LA1414'FEET SOUTH OF THE SOUTH RAIL, 35 FEET WEST OF THE CENTERLINE OF
 LA1414'THE ROAD, 24.5 FEET WEST OF A CONCRETE POST AT A FENCE CORNER,
 LA1414'AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA1414'R 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0394 ***********************************************************************
 LB0394  DESIGNATION -  R 42
 LB0394  PID         -  LB0394
 LB0394  STATE/COUNTY-  IN/HAMILTON
 LB0394  COUNTRY     -  US
 LB0394  USGS QUAD   -  NOBLESVILLE (2019)
 LB0394
 LB0394                         *CURRENT SURVEY CONTROL
 LB0394  ______________________________________________________________________
 LB0394* NAD 83(1986) POSITION- 40 02 46.     (N) 086 00 52.     (W)   SCALED
 LB0394* NAVD 88 ORTHO HEIGHT -   235.149 (meters)      771.48  (feet) ADJUSTED
 LB0394  ______________________________________________________________________
 LB0394  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 LB0394  DYNAMIC HEIGHT  -        235.020 (meters)      771.06  (feet) COMP
 LB0394  MODELED GRAVITY -    980,073.7   (mgal)                       NAVD 88
 LB0394
 LB0394  VERT ORDER      -  SECOND    CLASS 0
 LB0394
 LB0394.The horizontal coordinates were scaled from a map and have
 LB0394.an estimated accuracy of +/- 6 seconds.
 LB0394
 LB0394.The orthometric height was determined by differential leveling and
 LB0394.adjusted by the NATIONAL GEODETIC SURVEY
 LB0394.in June 1991.
 LB0394
 LB0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0394.GEOID18 height accuracy estimate available here.
 LB0394
 LB0394.Click photographs - Photos may exist for this station.
 LB0394
 LB0394.The dynamic height is computed by dividing the NAVD 88
 LB0394.geopotential number by the normal gravity value computed on the
 LB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0394.degrees latitude (g = 980.6199 gals.).
 LB0394
 LB0394.The modeled gravity was interpolated from observed gravity values.
 LB0394
 LB0394;                    North         East    Units  Estimated Accuracy
 LB0394;SPC IN E     -   532,700.       70,320.      MT  (+/- 180 meters Scaled)
 LB0394
 LB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840333(NAD 83)
 LB0394
 LB0394                          SUPERSEDED SURVEY CONTROL
 LB0394
 LB0394  NGVD 29 (??/??/92)  235.274  (m)          771.89   (f) ADJ UNCH    2 0
 LB0394
 LB0394.Superseded values are not recommended for survey control.
 LB0394
 LB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0394.See file dsdata.pdf to determine how the superseded data were derived.
 LB0394
 LB0394_MARKER: DB = BENCH MARK DISK
 LB0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0394_STAMPING: R 42 1934
 LB0394_MARK LOGO: CGS
 LB0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0394+STABILITY: SURFACE MOTION
 LB0394
 LB0394  HISTORY     - Date     Condition        Report By
 LB0394  HISTORY     - 1934     MONUMENTED       CGS
 LB0394  HISTORY     - 1947     GOOD             CGS
 LB0394  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LB0394
 LB0394                          STATION DESCRIPTION
 LB0394
 LB0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LB0394'AT NOBLESVILLE.
 LB0394'AT NOBLESVILLE, HAMILTON COUNTY, AT THE INTERSECTION OF LOGAN
 LB0394'AND EIGHTH STREETS, AT THE NORTHWEST CORNER OF THE COURTHOUSE
 LB0394'LAWN, 20.7 FEET SOUTH OF THE SOUTH CURB OF LOGAN STREET, AND 18.4
 LB0394'FEET EAST OF THE EAST CURB OF EIGHTH STREET.  A STANDARD DISK,
 LB0394'STAMPED R 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0394'4 INCHES ABOVE GROUND.
 LB0394
 LB0394                          STATION RECOVERY (1982)
 LB0394
 LB0394'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LB0394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2384 ***********************************************************************
 JZ2384  DESIGNATION -  R 43
 JZ2384  PID         -  JZ2384
 JZ2384  STATE/COUNTY-  IN/RUSH
 JZ2384  COUNTRY     -  US
 JZ2384  USGS QUAD   -  CARTHAGE (2019)
 JZ2384
 JZ2384                         *CURRENT SURVEY CONTROL
 JZ2384  ______________________________________________________________________
 JZ2384* NAD 83(1986) POSITION- 39 44 12.     (N) 085 34 03.     (W)   SCALED
 JZ2384* NAVD 88 ORTHO HEIGHT -   269.834 (meters)      885.28  (feet) ADJUSTED
 JZ2384  ______________________________________________________________________
 JZ2384  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 JZ2384  DYNAMIC HEIGHT  -        269.678 (meters)      884.77  (feet) COMP
 JZ2384  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 JZ2384
 JZ2384  VERT ORDER      -  SECOND    CLASS 0
 JZ2384
 JZ2384.The horizontal coordinates were scaled from a map and have
 JZ2384.an estimated accuracy of +/- 6 seconds.
 JZ2384
 JZ2384.The orthometric height was determined by differential leveling and
 JZ2384.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2384.in June 1991.
 JZ2384
 JZ2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2384.GEOID18 height accuracy estimate available here.
 JZ2384
 JZ2384.Click photographs - Photos may exist for this station.
 JZ2384
 JZ2384.The dynamic height is computed by dividing the NAVD 88
 JZ2384.geopotential number by the normal gravity value computed on the
 JZ2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2384.degrees latitude (g = 980.6199 gals.).
 JZ2384
 JZ2384.The modeled gravity was interpolated from observed gravity values.
 JZ2384
 JZ2384;                    North         East    Units  Estimated Accuracy
 JZ2384;SPC IN E     -   498,290.      108,500.      MT  (+/- 180 meters Scaled)
 JZ2384
 JZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ227995(NAD 83)
 JZ2384
 JZ2384                          SUPERSEDED SURVEY CONTROL
 JZ2384
 JZ2384  NGVD 29 (??/??/92)  269.960  (m)          885.69   (f) ADJ UNCH    2 0
 JZ2384
 JZ2384.Superseded values are not recommended for survey control.
 JZ2384
 JZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2384.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2384
 JZ2384_MARKER: DB = BENCH MARK DISK
 JZ2384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2384_SP_SET: BRIDGE
 JZ2384_STAMPING: R 43 1934
 JZ2384_MARK LOGO: CGS
 JZ2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2384
 JZ2384  HISTORY     - Date     Condition        Report By
 JZ2384  HISTORY     - 1934     MONUMENTED       CGS
 JZ2384  HISTORY     - 1947     GOOD             CGS
 JZ2384
 JZ2384                          STATION DESCRIPTION
 JZ2384
 JZ2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2384'AT CARTHAGE.
 JZ2384'AT CARTHAGE, 248 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JZ2384'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 JZ2384'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 45-FOOT CONCRETE
 JZ2384'RAILWAY BRIDGE NUMBER 504, 9.5 FEET EAST OF THE EAST RAIL
 JZ2384'OF THE TRACK AND ABOUT 3 FEET BELOW TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1136 ***********************************************************************
 JZ1136  DESIGNATION -  R 44
 JZ1136  PID         -  JZ1136
 JZ1136  STATE/COUNTY-  IN/WAYNE
 JZ1136  COUNTRY     -  US
 JZ1136  USGS QUAD   -  NEW PARIS (2016)
 JZ1136
 JZ1136                         *CURRENT SURVEY CONTROL
 JZ1136  ______________________________________________________________________
 JZ1136* NAD 83(1986) POSITION- 39 50 37.     (N) 084 51 01.     (W)   SCALED
 JZ1136* NAVD 88 ORTHO HEIGHT -   305.412 (meters)     1002.01  (feet) ADJUSTED
 JZ1136  ______________________________________________________________________
 JZ1136  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 JZ1136  DYNAMIC HEIGHT  -        305.233 (meters)     1001.42  (feet) COMP
 JZ1136  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 JZ1136
 JZ1136  VERT ORDER      -  SECOND    CLASS 0
 JZ1136
 JZ1136.The horizontal coordinates were scaled from a map and have
 JZ1136.an estimated accuracy of +/- 6 seconds.
 JZ1136
 JZ1136.The orthometric height was determined by differential leveling and
 JZ1136.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1136.in June 1991.
 JZ1136
 JZ1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1136.GEOID18 height accuracy estimate available here.
 JZ1136
 JZ1136.Click photographs - Photos may exist for this station.
 JZ1136
 JZ1136.The dynamic height is computed by dividing the NAVD 88
 JZ1136.geopotential number by the normal gravity value computed on the
 JZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1136.degrees latitude (g = 980.6199 gals.).
 JZ1136
 JZ1136.The modeled gravity was interpolated from observed gravity values.
 JZ1136
 JZ1136;                    North         East    Units  Estimated Accuracy
 JZ1136;SPC IN E     -   510,470.      169,870.      MT  (+/- 180 meters Scaled)
 JZ1136
 JZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK839126(NAD 83)
 JZ1136
 JZ1136                          SUPERSEDED SURVEY CONTROL
 JZ1136
 JZ1136  NGVD 29 (??/??/92)  305.559  (m)         1002.49   (f) ADJ UNCH    2 0
 JZ1136
 JZ1136.Superseded values are not recommended for survey control.
 JZ1136
 JZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1136.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1136
 JZ1136_MARKER: DB = BENCH MARK DISK
 JZ1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1136_SP_SET: TOWER BASE
 JZ1136_STAMPING: R 44 1934
 JZ1136_MARK LOGO: CGS
 JZ1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1136
 JZ1136  HISTORY     - Date     Condition        Report By
 JZ1136  HISTORY     - 1934     MONUMENTED       CGS
 JZ1136  HISTORY     - 1947     GOOD             CGS
 JZ1136  HISTORY     - 1980     GOOD             LOCSUR
 JZ1136
 JZ1136                          STATION DESCRIPTION
 JZ1136
 JZ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1136'AT RICHMOND.
 JZ1136'AT RICHMOND, ON THE PENNSYLVANIA RAILROAD, AT THE GLEN TOWER, IN
 JZ1136'THE SOUTH FACE OF THE CONCRETE FOUNDATION AT THE SOUTHEAST
 JZ1136'CORNER OF THE TOWER, 8.9 FEET NORTH OF THE NORTH RAIL OF THE
 JZ1136'YARD--ENTRANCE TRACK, AND 0.5 FOOT ABOVE THE GROUND.
 JZ1136
 JZ1136                          STATION RECOVERY (1980)
 JZ1136
 JZ1136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JZ1136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1210 ***********************************************************************
 JZ1210  DESIGNATION -  R 45
 JZ1210  PID         -  JZ1210
 JZ1210  STATE/COUNTY-  IN/UNION
 JZ1210  COUNTRY     -  US
 JZ1210  USGS QUAD   -  LIBERTY (2019)
 JZ1210
 JZ1210                         *CURRENT SURVEY CONTROL
 JZ1210  ______________________________________________________________________
 JZ1210* NAD 83(1986) POSITION- 39 38 12.     (N) 084 55 57.     (W)   SCALED
 JZ1210* NAVD 88 ORTHO HEIGHT -   298.852 (meters)      980.48  (feet) ADJUSTED
 JZ1210  ______________________________________________________________________
 JZ1210  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 JZ1210  DYNAMIC HEIGHT  -        298.678 (meters)      979.91  (feet) COMP
 JZ1210  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 JZ1210
 JZ1210  VERT ORDER      -  SECOND    CLASS 0
 JZ1210
 JZ1210.The horizontal coordinates were scaled from a map and have
 JZ1210.an estimated accuracy of +/- 6 seconds.
 JZ1210
 JZ1210.The orthometric height was determined by differential leveling and
 JZ1210.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1210.in June 1991.
 JZ1210
 JZ1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1210.GEOID18 height accuracy estimate available here.
 JZ1210
 JZ1210.Click photographs - Photos may exist for this station.
 JZ1210
 JZ1210.The dynamic height is computed by dividing the NAVD 88
 JZ1210.geopotential number by the normal gravity value computed on the
 JZ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1210.degrees latitude (g = 980.6199 gals.).
 JZ1210
 JZ1210.The modeled gravity was interpolated from observed gravity values.
 JZ1210
 JZ1210;                    North         East    Units  Estimated Accuracy
 JZ1210;SPC IN E     -   487,440.      163,020.      MT  (+/- 180 meters Scaled)
 JZ1210
 JZ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ774894(NAD 83)
 JZ1210
 JZ1210                          SUPERSEDED SURVEY CONTROL
 JZ1210
 JZ1210  NGVD 29 (??/??/92)  299.004  (m)          980.98   (f) ADJ UNCH    2 0
 JZ1210
 JZ1210.Superseded values are not recommended for survey control.
 JZ1210
 JZ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1210.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1210
 JZ1210_MARKER: DB = BENCH MARK DISK
 JZ1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1210_SP_SET: BUILDING
 JZ1210_STAMPING: 980.982 R 45 1934
 JZ1210_MARK LOGO: CGS
 JZ1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1210
 JZ1210  HISTORY     - Date     Condition        Report By
 JZ1210  HISTORY     - 1934     MONUMENTED       CGS
 JZ1210  HISTORY     - 1947     GOOD             CGS
 JZ1210  HISTORY     - 20010614 POOR             NGS
 JZ1210
 JZ1210                          STATION DESCRIPTION
 JZ1210
 JZ1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1210'AT LIBERTY.
 JZ1210'SET VERTICALLY IN THE WEST WALL AT THE SOUTHWEST CORNER OF THE
 JZ1210'BALTIMORE AND OHIO RAILROAD STATION, 0.8 FOOT NORTH OF THE
 JZ1210'CORNER AND 2.2 FEET ABOVE THE BRICK SIDE WALK.
 JZ1210
 JZ1210                          STATION RECOVERY (2001)
 JZ1210
 JZ1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 JZ1210'DO NOT USE THIS BENCH MARK. THE TRAIN STATION HAS BEEN MOVED THREE
 JZ1210'BLOCKS. WAIT UNTIL NEW LEVELING HAS BEEN DONE FROM THE COURTHOUSE TO
 JZ1210'THE TRAIN STATION AND SENT INTO NGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1670 ***********************************************************************
 JZ1670  DESIGNATION -  R 46
 JZ1670  PID         -  JZ1670
 JZ1670  STATE/COUNTY-  IN/FAYETTE
 JZ1670  COUNTRY     -  US
 JZ1670  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1670
 JZ1670                         *CURRENT SURVEY CONTROL
 JZ1670  ______________________________________________________________________
 JZ1670* NAD 83(1986) POSITION- 39 38 40.5    (N) 085 08 13.5    (W)   HD_HELD2
 JZ1670* NAVD 88 ORTHO HEIGHT -   252.527 (meters)      828.50  (feet) ADJUSTED
 JZ1670  ______________________________________________________________________
 JZ1670  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 JZ1670  DYNAMIC HEIGHT  -        252.376 (meters)      828.00  (feet) COMP
 JZ1670  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 JZ1670
 JZ1670  VERT ORDER      -  SECOND    CLASS 0
 JZ1670
 JZ1670.The horizontal coordinates were established by autonomous hand held GPS
 JZ1670.observations and have an estimated accuracy of +/- 10 meters.
 JZ1670
 JZ1670.The orthometric height was determined by differential leveling and
 JZ1670.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1670.in June 1991.
 JZ1670
 JZ1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1670.GEOID18 height accuracy estimate available here.
 JZ1670
 JZ1670.Click photographs - Photos may exist for this station.
 JZ1670
 JZ1670.The dynamic height is computed by dividing the NAVD 88
 JZ1670.geopotential number by the normal gravity value computed on the
 JZ1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1670.degrees latitude (g = 980.6199 gals.).
 JZ1670
 JZ1670.The modeled gravity was interpolated from observed gravity values.
 JZ1670
 JZ1670;                    North         East    Units  Estimated Accuracy
 JZ1670;SPC IN E     -   488,191.      145,455.      MT  (+/- 10 meters HH2 GPS)
 JZ1670
 JZ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5984489968(NAD 83)
 JZ1670
 JZ1670                          SUPERSEDED SURVEY CONTROL
 JZ1670
 JZ1670  NGVD 29 (??/??/92)  252.670  (m)          828.97   (f) ADJ UNCH    2 0
 JZ1670
 JZ1670.Superseded values are not recommended for survey control.
 JZ1670
 JZ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1670.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1670
 JZ1670_MARKER: DB = BENCH MARK DISK
 JZ1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1670_SP_SET: BUILDING
 JZ1670_STAMPING: R 46 1934
 JZ1670_MARK LOGO: CGS
 JZ1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1670+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JZ1670
 JZ1670  HISTORY     - Date     Condition        Report By
 JZ1670  HISTORY     - 1934     MONUMENTED       CGS
 JZ1670  HISTORY     - 1947     GOOD             CGS
 JZ1670  HISTORY     - 1986     GOOD             USPSQD
 JZ1670  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1670
 JZ1670                          STATION DESCRIPTION
 JZ1670
 JZ1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1670'AT CONNERSVILLE.
 JZ1670'AT CONNERSVILLE, SET VERTICALLY IN THE EAST WALL OF THE POST
 JZ1670'OFFICE BUILDING, ABOUT MIDWAY BETWEEN TWO ENTRANCES, 22 YARDS
 JZ1670'NORTH OF THE NORTH CURB OF WEST EIGHTH STREET, 21.5 FEET WEST
 JZ1670'OF THE WEST CURB OF CENTRAL AVENUE AND 2.4 FEET ABOVE THE
 JZ1670'GROUND.  AT THE INTERSECTION OF CENTRAL AVENUE AND WEST EIGHTH
 JZ1670'STREET.
 JZ1670
 JZ1670                          STATION RECOVERY (1986)
 JZ1670
 JZ1670'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1670'RECOVERED IN GOOD CONDITION.
 JZ1670
 JZ1670                          STATION RECOVERY (2003)
 JZ1670
 JZ1670'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1205 ***********************************************************************
 JZ1205  DESIGNATION -  R 48
 JZ1205  PID         -  JZ1205
 JZ1205  STATE/COUNTY-  IN/UNION
 JZ1205  COUNTRY     -  US
 JZ1205  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1205
 JZ1205                         *CURRENT SURVEY CONTROL
 JZ1205  ______________________________________________________________________
 JZ1205* NAD 83(1986) POSITION- 39 31 40.     (N) 084 58 18.     (W)   SCALED
 JZ1205* NAVD 88 ORTHO HEIGHT -   286.178 (meters)      938.90  (feet) ADJUSTED
 JZ1205  ______________________________________________________________________
 JZ1205  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 JZ1205  DYNAMIC HEIGHT  -        286.009 (meters)      938.35  (feet) COMP
 JZ1205  MODELED GRAVITY -    980,027.8   (mgal)                       NAVD 88
 JZ1205
 JZ1205  VERT ORDER      -  SECOND    CLASS 0
 JZ1205
 JZ1205.The horizontal coordinates were scaled from a map and have
 JZ1205.an estimated accuracy of +/- 6 seconds.
 JZ1205
 JZ1205.The orthometric height was determined by differential leveling and
 JZ1205.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1205.in June 1991.
 JZ1205
 JZ1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1205.GEOID18 height accuracy estimate available here.
 JZ1205
 JZ1205.Click photographs - Photos may exist for this station.
 JZ1205
 JZ1205.The dynamic height is computed by dividing the NAVD 88
 JZ1205.geopotential number by the normal gravity value computed on the
 JZ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1205.degrees latitude (g = 980.6199 gals.).
 JZ1205
 JZ1205.The modeled gravity was interpolated from observed gravity values.
 JZ1205
 JZ1205;                    North         East    Units  Estimated Accuracy
 JZ1205;SPC IN E     -   475,320.      159,750.      MT  (+/- 180 meters Scaled)
 JZ1205
 JZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ743773(NAD 83)
 JZ1205
 JZ1205                          SUPERSEDED SURVEY CONTROL
 JZ1205
 JZ1205  NGVD 29 (??/??/92)  286.346  (m)          939.45   (f) ADJ UNCH    2 0
 JZ1205
 JZ1205.Superseded values are not recommended for survey control.
 JZ1205
 JZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1205.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1205
 JZ1205_MARKER: DB = BENCH MARK DISK
 JZ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1205_STAMPING: R 48 1934
 JZ1205_MARK LOGO: CGS
 JZ1205_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1205+STABILITY: SURFACE MOTION
 JZ1205
 JZ1205  HISTORY     - Date     Condition        Report By
 JZ1205  HISTORY     - 1934     MONUMENTED       CGS
 JZ1205  HISTORY     - 1947     GOOD             CGS
 JZ1205
 JZ1205                          STATION DESCRIPTION
 JZ1205
 JZ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1205'8.8 MI N FROM BROOKVILLE.
 JZ1205'8.8 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 JZ1205'BROOKVILLE, 0.45 MILE EAST ALONG A BLACK TOP ROAD AND 1.1 MILES
 JZ1205'NORTH ALONG STATE HIGHWAY 101 FROM THE VILLAGE SQUARE AT
 JZ1205'FAIRFIELD, 0.5 MILE NORTH OF THE UNION-FRANKLIN COUNTY LINE, 0.4
 JZ1205'MILE NORTH OF A HIGHWAY SIGN FAIRFIELD REDBUD, ABOUT 100 YARDS
 JZ1205'NORTH OF A WHITE 2-STORY FARM HOUSE, WEST AND ACROSS THE HIGHWAY
 JZ1205'FROM A POINT 10 FEET NORTH OF POWER POLE, 38.5 FEET WEST OF THE
 JZ1205'CENTER LINE OF THE HIGHWAY, 184 FEET SOUTH OF A T FENCE CORNER
 JZ1205'POST, 3 FEET SOUTH OF A HIGHWAY R/W MARKER PAINTED USBM, 1/2
 JZ1205'FOOT EAST OF THE FENCE LINE, ABOUT 2.5 FEET ABOVE THE HIGHWAY
 JZ1205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0984 ***********************************************************************
 HZ0984  DESIGNATION -  R 49
 HZ0984  PID         -  HZ0984
 HZ0984  STATE/COUNTY-  IN/JEFFERSON
 HZ0984  COUNTRY     -  US
 HZ0984  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0984
 HZ0984                         *CURRENT SURVEY CONTROL
 HZ0984  ______________________________________________________________________
 HZ0984* NAD 83(1986) POSITION- 38 47 57.     (N) 085 25 48.     (W)   SCALED
 HZ0984* NAVD 88 ORTHO HEIGHT -   258.078 (meters)      846.71  (feet) ADJUSTED
 HZ0984  ______________________________________________________________________
 HZ0984  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 HZ0984  DYNAMIC HEIGHT  -        257.908 (meters)      846.15  (feet) COMP
 HZ0984  MODELED GRAVITY -    979,962.9   (mgal)                       NAVD 88
 HZ0984
 HZ0984  VERT ORDER      -  SECOND    CLASS 0
 HZ0984
 HZ0984.The horizontal coordinates were scaled from a map and have
 HZ0984.an estimated accuracy of +/- 6 seconds.
 HZ0984
 HZ0984.The orthometric height was determined by differential leveling and
 HZ0984.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0984.in June 1991.
 HZ0984
 HZ0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0984.GEOID18 height accuracy estimate available here.
 HZ0984
 HZ0984.Click photographs - Photos may exist for this station.
 HZ0984
 HZ0984.The dynamic height is computed by dividing the NAVD 88
 HZ0984.geopotential number by the normal gravity value computed on the
 HZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0984.degrees latitude (g = 980.6199 gals.).
 HZ0984
 HZ0984.The modeled gravity was interpolated from observed gravity values.
 HZ0984
 HZ0984;                    North         East    Units  Estimated Accuracy
 HZ0984;SPC IN E     -   394,230.      120,560.      MT  (+/- 180 meters Scaled)
 HZ0984
 HZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH363956(NAD 83)
 HZ0984
 HZ0984                          SUPERSEDED SURVEY CONTROL
 HZ0984
 HZ0984  NGVD 29 (??/??/92)  258.228  (m)          847.20   (f) ADJ UNCH    2 0
 HZ0984
 HZ0984.Superseded values are not recommended for survey control.
 HZ0984
 HZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0984.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0984
 HZ0984_MARKER: DB = BENCH MARK DISK
 HZ0984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0984_SP_SET: CULVERT HEADWALL
 HZ0984_STAMPING: R 49 1934
 HZ0984_MARK LOGO: CGS
 HZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0984+STABILITY: SURFACE MOTION
 HZ0984
 HZ0984  HISTORY     - Date     Condition        Report By
 HZ0984  HISTORY     - 1934     MONUMENTED       CGS
 HZ0984
 HZ0984                          STATION DESCRIPTION
 HZ0984
 HZ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ0984'3.2 MI NW FROM NORTH MADISON.
 HZ0984'3.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ0984'STATION AT NORTH MADISON, JEFFERSON COUNTY, 1.0 MILE SOUTHEAST OF
 HZ0984'THE STATION WIRT, 0.6 MILE SOUTHEAST OF MILEPOST C 39, 500 FEET
 HZ0984'SOUTHEAST OF A RED BARN 5.7 FEET NORTHEAST OF THE NORTHEAST
 HZ0984'RAIL, IN THE TOP OF THE SOUTHEAST END OF CULVERT 39+55, AND LEVEL
 HZ0984'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED R 49 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1646 ***********************************************************************
 LA1646  DESIGNATION -  R 5
 LA1646  PID         -  LA1646
 LA1646  STATE/COUNTY-  IN/WABASH
 LA1646  COUNTRY     -  US
 LA1646  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1646
 LA1646                         *CURRENT SURVEY CONTROL
 LA1646  ______________________________________________________________________
 LA1646* NAD 83(1986) POSITION- 40 53 50.     (N) 085 47 25.     (W)   SCALED
 LA1646* NAVD 88 ORTHO HEIGHT -   241.779 (meters)      793.24  (feet) ADJUSTED
 LA1646  ______________________________________________________________________
 LA1646  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA1646  DYNAMIC HEIGHT  -        241.667 (meters)      792.87  (feet) COMP
 LA1646  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 LA1646
 LA1646  VERT ORDER      -  FIRST     CLASS II
 LA1646
 LA1646.The horizontal coordinates were scaled from a map and have
 LA1646.an estimated accuracy of +/- 6 seconds.
 LA1646
 LA1646.The orthometric height was determined by differential leveling and
 LA1646.adjusted by the NATIONAL GEODETIC SURVEY
 LA1646.in June 1991.
 LA1646
 LA1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1646.GEOID18 height accuracy estimate available here.
 LA1646
 LA1646.Click photographs - Photos may exist for this station.
 LA1646
 LA1646.The dynamic height is computed by dividing the NAVD 88
 LA1646.geopotential number by the normal gravity value computed on the
 LA1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1646.degrees latitude (g = 980.6199 gals.).
 LA1646
 LA1646.The modeled gravity was interpolated from observed gravity values.
 LA1646
 LA1646;                    North         East    Units  Estimated Accuracy
 LA1646;SPC IN E     -   627,150.       89,580.      MT  (+/- 180 meters Scaled)
 LA1646
 LA1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018280(NAD 83)
 LA1646
 LA1646                          SUPERSEDED SURVEY CONTROL
 LA1646
 LA1646  NGVD 29 (??/??/92)  241.902  (m)          793.64   (f) ADJ UNCH    1 2
 LA1646
 LA1646.Superseded values are not recommended for survey control.
 LA1646
 LA1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1646.See file dsdata.pdf to determine how the superseded data were derived.
 LA1646
 LA1646_MARKER: DB = BENCH MARK DISK
 LA1646_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1646_STAMPING: ELEV 793.725 FT R 5
 LA1646_MARK LOGO: CGS
 LA1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1646
 LA1646  HISTORY     - Date     Condition        Report By
 LA1646  HISTORY     - 1916     MONUMENTED       CGS
 LA1646  HISTORY     - 1946     GOOD             CGS
 LA1646
 LA1646                          STATION DESCRIPTION
 LA1646
 LA1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1646'AT URBANA.
 LA1646'AT URBANA, 147 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LA1646'OF THE NEW YORK CENTRAL RAILROAD STATION, 43.3 FEET WEST OF THE
 LA1646'WEST RAIL OF THE MAIN TRACK, 66 FEET NORTHEAST OF THE NORTHEAST
 LA1646'CORNER OF A HOUSE, 19.5 FEET SOUTHEAST OF A POWER POLE NUMBER
 LA1646'112-667, 2 FEET BELOW TRACK LEVEL AND SET IN THE TOP OF A
 LA1646'STONE POST PROJECTING ABOUT 2 INCHES.  NOTE-- THIS POST IS
 LA1646'SLIGHTLY LOOSE BUT DOES NOT APPEAR TO BE BROKEN OR HAVE BEEN
 LA1646'DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1622 ***********************************************************************
 LB1622  DESIGNATION -  R 50
 LB1622  PID         -  LB1622
 LB1622  STATE/COUNTY-  IN/VERMILLION
 LB1622  COUNTRY     -  US
 LB1622  USGS QUAD   -  PERRYSVILLE (2019)
 LB1622
 LB1622                         *CURRENT SURVEY CONTROL
 LB1622  ______________________________________________________________________
 LB1622* NAD 83(1986) POSITION- 40 04 57.     (N) 087 29 53.     (W)   SCALED
 LB1622* NAVD 88 ORTHO HEIGHT -   188.095 (meters)      617.11  (feet) ADJUSTED
 LB1622  ______________________________________________________________________
 LB1622  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 LB1622  DYNAMIC HEIGHT  -        188.000 (meters)      616.80  (feet) COMP
 LB1622  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 LB1622
 LB1622  VERT ORDER      -  SECOND    CLASS 0
 LB1622
 LB1622.The horizontal coordinates were scaled from a map and have
 LB1622.an estimated accuracy of +/- 6 seconds.
 LB1622
 LB1622.The orthometric height was determined by differential leveling and
 LB1622.adjusted by the NATIONAL GEODETIC SURVEY
 LB1622.in June 1991.
 LB1622
 LB1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1622.GEOID18 height accuracy estimate available here.
 LB1622
 LB1622.Click photographs - Photos may exist for this station.
 LB1622
 LB1622.The dynamic height is computed by dividing the NAVD 88
 LB1622.geopotential number by the normal gravity value computed on the
 LB1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1622.degrees latitude (g = 980.6199 gals.).
 LB1622
 LB1622.The modeled gravity was interpolated from observed gravity values.
 LB1622
 LB1622;                    North         East    Units  Estimated Accuracy
 LB1622;SPC IN W     -   536,760.      864,630.      MT  (+/- 180 meters Scaled)
 LB1622
 LB1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK575370(NAD 83)
 LB1622
 LB1622                          SUPERSEDED SURVEY CONTROL
 LB1622
 LB1622  NGVD 29 (??/??/92)  188.144  (m)          617.27   (f) ADJ UNCH    2 0
 LB1622
 LB1622.Superseded values are not recommended for survey control.
 LB1622
 LB1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1622.See file dsdata.pdf to determine how the superseded data were derived.
 LB1622
 LB1622_MARKER: DB = BENCH MARK DISK
 LB1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1622_STAMPING: R 50 1934
 LB1622_MARK LOGO: CGS
 LB1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1622+STABILITY: SURFACE MOTION
 LB1622
 LB1622  HISTORY     - Date     Condition        Report By
 LB1622  HISTORY     - 1934     MONUMENTED       CGS
 LB1622  HISTORY     - 1938     GOOD             CGS
 LB1622  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1622
 LB1622                          STATION DESCRIPTION
 LB1622
 LB1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB1622'AT GESSIE.
 LB1622'AT GESSIE, VERMILLION COUNTY, 5 RAILS EAST OF THE CHICAGO AND
 LB1622'EASTERN ILLINOIS RAILWAY STATION, 12 YARDS WEST OF MILEPOST 131,
 LB1622'IN THE SOUTHEAST ANGLE OF THE FIRST DIRT-ROAD CROSSING EAST OF
 LB1622'THE STATION, AND 7 YARDS SOUTH OF THE SOUTH RAIL OF THE SOUTHBOUND
 LB1622'TRACK.  A STANDARD DISK, STAMPED R 50 1934 AND SET IN THE TOP OF A
 LB1622'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1622
 LB1622                          STATION RECOVERY (1986)
 LB1622
 LB1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1622'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0611 ***********************************************************************
 KA0611  DESIGNATION -  R 51
 KA0611  PID         -  KA0611
 KA0611  STATE/COUNTY-  IN/PUTNAM
 KA0611  COUNTRY     -  US
 KA0611  USGS QUAD   -  CLOVERDALE (2019)
 KA0611
 KA0611                         *CURRENT SURVEY CONTROL
 KA0611  ______________________________________________________________________
 KA0611* NAD 83(1986) POSITION- 39 32 39.     (N) 086 49 05.     (W)   SCALED
 KA0611* NAVD 88 ORTHO HEIGHT -   230.427 (meters)      755.99  (feet) ADJUSTED
 KA0611  ______________________________________________________________________
 KA0611  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 KA0611  DYNAMIC HEIGHT  -        230.296 (meters)      755.56  (feet) COMP
 KA0611  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 KA0611
 KA0611  VERT ORDER      -  SECOND    CLASS 0
 KA0611
 KA0611.The horizontal coordinates were scaled from a map and have
 KA0611.an estimated accuracy of +/- 6 seconds.
 KA0611
 KA0611.The orthometric height was determined by differential leveling and
 KA0611.adjusted by the NATIONAL GEODETIC SURVEY
 KA0611.in June 1991.
 KA0611
 KA0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0611.GEOID18 height accuracy estimate available here.
 KA0611
 KA0611.Click photographs - Photos may exist for this station.
 KA0611
 KA0611.The dynamic height is computed by dividing the NAVD 88
 KA0611.geopotential number by the normal gravity value computed on the
 KA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0611.degrees latitude (g = 980.6199 gals.).
 KA0611
 KA0611.The modeled gravity was interpolated from observed gravity values.
 KA0611
 KA0611;                    North         East    Units  Estimated Accuracy
 KA0611;SPC IN W     -   476,940.      922,800.      MT  (+/- 180 meters Scaled)
 KA0611
 KA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ156771(NAD 83)
 KA0611
 KA0611                          SUPERSEDED SURVEY CONTROL
 KA0611
 KA0611  NGVD 29 (??/??/92)  230.540  (m)          756.36   (f) ADJ UNCH    2 0
 KA0611
 KA0611.Superseded values are not recommended for survey control.
 KA0611
 KA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0611.See file dsdata.pdf to determine how the superseded data were derived.
 KA0611
 KA0611_MARKER: DB = BENCH MARK DISK
 KA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0611_STAMPING: R 51 1934
 KA0611_MARK LOGO: CGS
 KA0611_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0611+STABILITY: SURFACE MOTION
 KA0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0611+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2024
 KA0611
 KA0611  HISTORY     - Date     Condition        Report By
 KA0611  HISTORY     - 1934     MONUMENTED       CGS
 KA0611  HISTORY     - 20240426 GOOD             MCA
 KA0611
 KA0611                          STATION DESCRIPTION
 KA0611
 KA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0611'2.6 MI N FROM CLOVERDALE.
 KA0611'2.6 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0611'RAILWAY FROM THE STATION AT CLOVERDALE, PUTNAM COUNTY, 0.6 MILE
 KA0611'SOUTH OF MILEPOST 186, ABOUT 300 YARDS EAST OF A LARGE YELLOW HOUSE,
 KA0611'100 YARDS WEST OF A DIRT-ROAD BRIDGE OVER A STREAM, IN THE NORTHEAST
 KA0611'ANGLE OF THE CROSSING OF A DIRT ROAD, 30 FEET NORTH OF THE CENTERLINE
 KA0611'OF THE DIRT ROAD, 7.5 FEET NORTHWEST OF A POLE, AND 1.5 FEET
 KA0611'WEST OF THE FENCE LINE.  A STANDARD DISK, STAMPED R 51 1934 AND
 KA0611'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA0611'GROUND.
 KA0611
 KA0611                          STATION RECOVERY (2024)
 KA0611
 KA0611'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 KA0611'28 FT (8.5 M) NORTHWEST OF UTILITY POLE 851-3442, 21 FT (6.4 M) NORTH
 KA0611'OF NORTHEASTERLY RAILROAD CROSSING SIGNAL, 13 FT (4.0 M) EAST OF THE
 KA0611'SOUTHEAST CORNER RAILROAD SIGNAL CABINET, 11 FT (3.4 M) NORTH OF CUT
 KA0611'OFF UTILITY POLE THAT IS FLUSH WITH THE GROUND, 25 FT (7.6 M) EAST OF
 KA0611'EASTERLY RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0813 ***********************************************************************
 JA0813  DESIGNATION -  R 52
 JA0813  PID         -  JA0813
 JA0813  STATE/COUNTY-  IN/LAWRENCE
 JA0813  COUNTRY     -  US
 JA0813  USGS QUAD   -  OOLITIC (2019)
 JA0813
 JA0813                         *CURRENT SURVEY CONTROL
 JA0813  ______________________________________________________________________
 JA0813* NAD 83(1986) POSITION- 38 58 35.     (N) 086 30 36.     (W)   SCALED
 JA0813* NAVD 88 ORTHO HEIGHT -   156.925 (meters)      514.84  (feet) ADJUSTED
 JA0813  ______________________________________________________________________
 JA0813  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 JA0813  DYNAMIC HEIGHT  -        156.829 (meters)      514.53  (feet) COMP
 JA0813  MODELED GRAVITY -    980,011.3   (mgal)                       NAVD 88
 JA0813
 JA0813  VERT ORDER      -  SECOND    CLASS 0
 JA0813
 JA0813.The horizontal coordinates were scaled from a map and have
 JA0813.an estimated accuracy of +/- 6 seconds.
 JA0813
 JA0813.The orthometric height was determined by differential leveling and
 JA0813.adjusted by the NATIONAL GEODETIC SURVEY
 JA0813.in June 1991.
 JA0813
 JA0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0813.GEOID18 height accuracy estimate available here.
 JA0813
 JA0813.Click photographs - Photos may exist for this station.
 JA0813
 JA0813.The dynamic height is computed by dividing the NAVD 88
 JA0813.geopotential number by the normal gravity value computed on the
 JA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0813.degrees latitude (g = 980.6199 gals.).
 JA0813
 JA0813.The modeled gravity was interpolated from observed gravity values.
 JA0813
 JA0813;                    North         East    Units  Estimated Accuracy
 JA0813;SPC IN W     -   414,030.      949,680.      MT  (+/- 180 meters Scaled)
 JA0813
 JA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ424142(NAD 83)
 JA0813
 JA0813                          SUPERSEDED SURVEY CONTROL
 JA0813
 JA0813  NGVD 29 (??/??/92)  157.050  (m)          515.25   (f) ADJ UNCH    2 0
 JA0813
 JA0813.Superseded values are not recommended for survey control.
 JA0813
 JA0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0813.See file dsdata.pdf to determine how the superseded data were derived.
 JA0813
 JA0813_MARKER: DB = BENCH MARK DISK
 JA0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0813_STAMPING: R 52 1934
 JA0813_MARK LOGO: CGS
 JA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0813+STABILITY: SURFACE MOTION
 JA0813
 JA0813  HISTORY     - Date     Condition        Report By
 JA0813  HISTORY     - 1934     MONUMENTED       CGS
 JA0813  HISTORY     - 1956     MARK NOT FOUND   CGS
 JA0813
 JA0813                          STATION DESCRIPTION
 JA0813
 JA0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA0813'AT GUTHRIE.
 JA0813'AT GUTHRIE, LAWRENCE COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 JA0813'LOUISVILLE RAILWAY, 23 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 JA0813'THE STATION, 40 YARDS SOUTHWEST OF THE POST OFFICE, 3-1/2 RAILS
 JA0813'SOUTH OF A ROAD CROSSING, 15 FEET EAST OF THE EAST RAIL OF THE
 JA0813'MAIN TRACK, 4.5 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, AND
 JA0813'3 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED R 52 1934
 JA0813'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JA0813'GROUND.  NOTE-- THE DESCRIPTION DOES NOT APPLY TO PRESENT
 JA0813'CONDITIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2125 ***********************************************************************
 JZ2125  DESIGNATION -  R 53
 JZ2125  PID         -  JZ2125
 JZ2125  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2125  COUNTRY     -  US
 JZ2125  USGS QUAD   -  COLUMBUS (2019)
 JZ2125
 JZ2125                         *CURRENT SURVEY CONTROL
 JZ2125  ______________________________________________________________________
 JZ2125* NAD 83(1986) POSITION- 39 11 48.     (N) 085 59 49.     (W)   SCALED
 JZ2125* NAVD 88 ORTHO HEIGHT -   206.646 (meters)      677.97  (feet) ADJUSTED
 JZ2125  ______________________________________________________________________
 JZ2125  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 JZ2125  DYNAMIC HEIGHT  -        206.520 (meters)      677.56  (feet) COMP
 JZ2125  MODELED GRAVITY -    980,012.5   (mgal)                       NAVD 88
 JZ2125
 JZ2125  VERT ORDER      -  SECOND    CLASS 0
 JZ2125
 JZ2125.The horizontal coordinates were scaled from a map and have
 JZ2125.an estimated accuracy of +/- 6 seconds.
 JZ2125
 JZ2125.The orthometric height was determined by differential leveling and
 JZ2125.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2125.in June 1991.
 JZ2125
 JZ2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2125.GEOID18 height accuracy estimate available here.
 JZ2125
 JZ2125.Click photographs - Photos may exist for this station.
 JZ2125
 JZ2125.The dynamic height is computed by dividing the NAVD 88
 JZ2125.geopotential number by the normal gravity value computed on the
 JZ2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2125.degrees latitude (g = 980.6199 gals.).
 JZ2125
 JZ2125.The modeled gravity was interpolated from observed gravity values.
 JZ2125
 JZ2125;                    North         East    Units  Estimated Accuracy
 JZ2125;SPC IN E     -   438,380.       71,470.      MT  (+/- 180 meters Scaled)
 JZ2125
 JZ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ866390(NAD 83)
 JZ2125
 JZ2125                          SUPERSEDED SURVEY CONTROL
 JZ2125
 JZ2125  NGVD 29 (??/??/92)  206.770  (m)          678.38   (f) ADJ UNCH    2 0
 JZ2125
 JZ2125.Superseded values are not recommended for survey control.
 JZ2125
 JZ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2125.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2125
 JZ2125_MARKER: DB = BENCH MARK DISK
 JZ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2125_STAMPING: R 53 1934
 JZ2125_MARK LOGO: CGS
 JZ2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2125+STABILITY: SURFACE MOTION
 JZ2125
 JZ2125  HISTORY     - Date     Condition        Report By
 JZ2125  HISTORY     - 1934     MONUMENTED       CGS
 JZ2125  HISTORY     - 1946     GOOD             CGS
 JZ2125  HISTORY     - 20220621 MARK NOT FOUND   INDOT
 JZ2125
 JZ2125                          STATION DESCRIPTION
 JZ2125
 JZ2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JZ2125'4.3 MI W FROM COLUMBUS.
 JZ2125'4.3 MILES WEST ALONG STATE HIGHWAY 46 FROM THE CROSSING OF THE
 JZ2125'PENNSYLVANIA RAILROAD AT COLUMBUS, BARTHOLOMEW COUNTY, 0.4 MILE
 JZ2125'WEST OF THE WILLIAM BRADLEY HOME, ABOUT 240 YARDS EAST OF A LARGE
 JZ2125'BRICK HOUSE (IT BELONGED TO WILLIAM GRESSEL IN 1935), 21 YARDS
 JZ2125'EAST OF THE JUNCTION OF A SMALL DIRT ROAD, 6 YARDS NORTH OF THE
 JZ2125'CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF A TELEPHONE POLE
 JZ2125'AND A BARBED-WIRE FENCE LINE.  A STANDARD DISK, STAMPED R 53
 JZ2125'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 JZ2125'ABOVE THE GROUND.
 JZ2125
 JZ2125                          STATION RECOVERY (2022)
 JZ2125
 JZ2125'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2125'MARK APPEARS TO HAVE BEEN REMOVED BY ROADWAY WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1335 ***********************************************************************
 KA1335  CBN         -  This is a Cooperative Base Network Control Station.
 KA1335  DESIGNATION -  R 54
 KA1335  PID         -  KA1335
 KA1335  STATE/COUNTY-  IN/SULLIVAN
 KA1335  COUNTRY     -  US
 KA1335  USGS QUAD   -  MEROM (2019)
 KA1335
 KA1335                         *CURRENT SURVEY CONTROL
 KA1335  ______________________________________________________________________
 KA1335* NAD 83(2011) POSITION- 39 01 43.10440(N) 087 30 30.86616(W)   ADJUSTED
 KA1335* NAD 83(2011) ELLIP HT-   112.923 (meters)        (06/27/12)   ADJUSTED
 KA1335* NAD 83(2011) EPOCH   -  2010.00
 KA1335* NAVD 88 ORTHO HEIGHT -   145.024 (meters)      475.80  (feet) ADJUSTED
 KA1335  ______________________________________________________________________
 KA1335  GEOID HEIGHT    -        -32.093 (meters)                     GEOID18
 KA1335  NAD 83(2011) X  -    215,672.080 (meters)                     COMP
 KA1335  NAD 83(2011) Y  - -4,956,723.680 (meters)                     COMP
 KA1335  NAD 83(2011) Z  -  3,994,858.569 (meters)                     COMP
 KA1335  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 KA1335  DYNAMIC HEIGHT  -        144.938 (meters)      475.52  (feet) COMP
 KA1335  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 KA1335
 KA1335  VERT ORDER      -  SECOND    CLASS 0
 KA1335
 KA1335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA1335  Standards:
 KA1335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA1335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA1335  -------------------------------------------------------------------
 KA1335  NETWORK    0.81   1.82           0.38   0.25   0.93     -0.02154283
 KA1335  -------------------------------------------------------------------
 KA1335  Click here for local accuracies and other accuracy information.
 KA1335
 KA1335.The horizontal coordinates were established by GPS observations
 KA1335.and adjusted by the National Geodetic Survey in June 2012.
 KA1335
 KA1335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA1335.been affixed to the stable North American tectonic plate. See 
 KA1335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA1335
 KA1335.The horizontal coordinates are valid at the epoch date displayed above
 KA1335.which is a decimal equivalence of Year/Month/Day.
 KA1335
 KA1335.The orthometric height was determined by differential leveling and
 KA1335.adjusted by the NATIONAL GEODETIC SURVEY
 KA1335.in June 1991.
 KA1335
 KA1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1335.GEOID18 height accuracy estimate available here.
 KA1335
 KA1335.Click photographs - Photos may exist for this station.
 KA1335
 KA1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1335
 KA1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1335
 KA1335.The ellipsoidal height was determined by GPS observations
 KA1335.and is referenced to NAD 83.
 KA1335
 KA1335.The dynamic height is computed by dividing the NAVD 88
 KA1335.geopotential number by the normal gravity value computed on the
 KA1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1335.degrees latitude (g = 980.6199 gals.).
 KA1335
 KA1335.The modeled gravity was interpolated from observed gravity values.
 KA1335
 KA1335. The following values were computed from the NAD 83(2011) position.
 KA1335
 KA1335;                    North         East     Units Scale Factor Converg.
 KA1335;SPC IN W     -   419,761.734   863,178.948   MT  0.99998335   -0 16 04.0
 KA1335;SPC IN W     - 1,377,168.29  2,831,946.27   sFT  0.99998335   -0 16 04.0
 KA1335;UTM  16      - 4,320,077.843   455,979.330   MT  0.99962386   -0 19 12.9
 KA1335
 KA1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1335!SPC IN W     -   0.99998228  x   0.99998335  =   0.99996563
 KA1335!UTM  16      -   0.99998228  x   0.99962386  =   0.99960615
 KA1335
 KA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5597920077(NAD 83)
 KA1335
 KA1335                          SUPERSEDED SURVEY CONTROL
 KA1335
 KA1335  NAD 83(2007)-  39 01 43.10448(N)    087 30 30.86702(W) AD(2002.00) 0
 KA1335  ELLIP H (02/10/07)  112.942  (m)                       GP(2002.00)    
 KA1335  NAD 83(1997)-  39 01 43.10451(N)    087 30 30.86716(W) AD(       ) B
 KA1335  ELLIP H (04/10/98)  112.948  (m)                       GP(       ) 4 1
 KA1335  NAD 83(1986)-  39 01 43.11192(N)    087 30 30.86050(W) AD(       ) 3
 KA1335  NAVD 88             145.02   (m)          475.8    (f) LEVELING    3  
 KA1335  NGVD 29 (??/??/92)  145.173  (m)          476.29   (f) ADJ UNCH    2 0
 KA1335  NGVD 29             145.17   (m)          476.3    (f) LEVELING    3  
 KA1335  NGVD 29 (02/23/89)  145.     (m)  RAPSU86  model used  GPS OBS        
 KA1335
 KA1335.Superseded values are not recommended for survey control.
 KA1335
 KA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1335.See file dsdata.pdf to determine how the superseded data were derived.
 KA1335
 KA1335_MARKER: DB = BENCH MARK DISK
 KA1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1335_STAMPING: R 54 1934
 KA1335_MARK LOGO: CGS
 KA1335_PROJECTION: PROJECTING 8 CENTIMETERS
 KA1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1335+STABILITY: SURFACE MOTION
 KA1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1335+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 KA1335
 KA1335  HISTORY     - Date     Condition        Report By
 KA1335  HISTORY     - 1934     MONUMENTED       CGS
 KA1335  HISTORY     - 19880510 GOOD             NGS
 KA1335  HISTORY     - 19901019 GOOD             NGS
 KA1335  HISTORY     - 19970716 GOOD             SEC
 KA1335  HISTORY     - 20050722 GOOD             JCLS
 KA1335  HISTORY     - 20140113 GOOD             INDOT
 KA1335  HISTORY     - 20190627 GOOD             PICI
 KA1335
 KA1335                          STATION DESCRIPTION
 KA1335
 KA1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1335'1.6 MI E FROM MEROM.
 KA1335'1.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1335'STATION AT MEROM, SULLIVAN COUNTY, 3-1/2 RAILS WEST OF MILEPOST
 KA1335'I 117, 45 YARDS SOUTHWEST OF THE WILLIAM ALUMBOUGH HOUSE, 16
 KA1335'YARDS SOUTHWEST OF A 30-INCH LOCUST TREE, AT A GRAVEL-ROAD
 KA1335'CROSSING, 10 YARDS NORTH OF THE NORTH RAIL, 7 YARDS WEST OF THE
 KA1335'CENTERLINE OF THE ROAD, 1 YARD SOUTH OF THE FENCE, AND ABOUT
 KA1335'ONE-HALF FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED R 54
 KA1335'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KA1335
 KA1335                          STATION RECOVERY (1988)
 KA1335
 KA1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KA1335'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF SULLIVAN,
 KA1335'4.0 KM (2.50 MI) WEST OF NEW LEBANON, 2.6 KM (1.60 MI) EAST OF MEROM
 KA1335'AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF
 KA1335'HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING,
 KA1335'INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 KA1335'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 25W AND COUNTY
 KA1335'ROAD 300S IN NEW LEBANON, GO WEST ON COUNTY ROAD 300S FOR 3.3 KM
 KA1335'(2.05 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED
 KA1335'ROAD FOR 1.45 KM (0.90 MI) TO A RAILROAD CROSSING AND THE STATION ON
 KA1335'THE RIGHT.
 KA1335'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---R 54 1934---,
 KA1335'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 9.14 M
 KA1335'(30.0 FT) NORTH FROM NORTH RAIL OF TRACKS, 6.71 M (22.0 FT) WEST FROM
 KA1335'CENTER OF GRAVELED ROAD, 2.29 M (7.5 FT) WEST FROM A UTILITY POLE
 KA1335'WITH TRANSFORMER, 0.91 M (3.0 FT) SOUTH FROM OLD FENCELINE AND 0.15 M
 KA1335'(0.5 FT) EAST FROM A WITNESS POST.
 KA1335'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA1335'DESCRIBED BY D.A. BOWLING.
 KA1335
 KA1335                          STATION RECOVERY (1990)
 KA1335
 KA1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA1335'STATION WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS SEARCHED FOR.
 KA1335'AN UPDATED DESCRIPTION FOLLOWS.
 KA1335'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF SULLIVAN, 4 KM
 KA1335'(2.5 MI) WEST OF NEW LEBANON, 2.6 KM (1.6 MI) EAST OF MEROM AND ON A
 KA1335'GRAVEL ROAD R-O-W. OWNERSHIP-UNKNOWN
 KA1335'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 325W AND 300S,
 KA1335'LOCATED AT THE SOUTH SIDE OF THE NEW LEBANON GENERAL STORE, WHICH IS
 KA1335'NEAR THE CENTER OF SMALL TOWN OF NEW LEBANON, GO WEST ALONG COUNTY
 KA1335'ROAD 300S FOR 2 MI (3.2 KM) TO A GRAVEL ROAD ON THE LEFT, THEN GO
 KA1335'LEFT, SOUTH, ALONG GRAVEL ROAD FOR 0.9 MI (1.4 KM) TO A RAILROAD
 KA1335'CROSSING AND THE STATION AS DESCRIBED ON THE RIGHT.
 KA1335'STATION IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3-CM
 KA1335'ABOVE THE GROUND SURFACE.  IT IS 9.1 M (29.9 FT) NORTH OF THE NORTH
 KA1335'RAIL OF THE RAILROAD TRACKS, 6.7 M (22.0 FT) WEST OF THE APPROXIMATE
 KA1335'CENTER OF THE GRAVEL ROAD, 2.3 M (7.5 FT) WEST OF A POWERLINE POLE
 KA1335'WITH TRANSFORMER ATTACHED, 0.91 M (2.99 FT) SOUTH OF A FENCELINE, AND
 KA1335'0.15 M (0.49 FT) EAST OF A FIBERGLASS WITNESS POST.
 KA1335'DESCRIBED BY G.F.S.   NOTE-CAN PARK IN DIM FIELD ENTRANCE ROAD.
 KA1335
 KA1335                          STATION RECOVERY (1997)
 KA1335
 KA1335'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1335'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF SULLIVAN, 4.0
 KA1335'KM (2.50 MI) EAST OF MEROM, ALONG THE WEST SIDE OF COUNTY ROAD 550
 KA1335'WEST AND A RAILROAD CROSSING.  OWNERSHIP--COUNTY ROAD SUPERVISOR
 KA1335'ROBERT STULTZ  1469 EAST COUNTY ROAD 75 NORTH, SULLIVAN IN 47882,
 KA1335'PHONE 812-268-5457.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KA1335'ROADS 350 WEST (MAIN STREET) AND 300 SOUTH (MEROM STREET) NEAR CENTER
 KA1335'OF NEW LEBANON, GO WEST FOR 3.2 KM (2.00 MI) ALONG 300 SOUTH TO A
 KA1335'GRAVEL ROAD (550 WEST) ON THE LEFT.  TURN LEFT, SOUTH FOR 1.4 KM (0.85
 KA1335'MI) ALONG 550 WEST TO THE STATION ON THE RIGHT, JUST BEFORE THE
 KA1335'RAILROAD TRACKS.  STATION IS 10.5 METERS (34.4 FT) NORTH OF THE NORTH
 KA1335'RAIL, 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF A RAILROAD CROSSING
 KA1335'SIGN, 7.9 METERS (25.9 FT) WEST OF 550 WEST CENTERLINE, 2.2 METERS
 KA1335'(7.2 FT) WEST OF UTILITY POLE NUMBER 307, 0.9 METERS (3.0 FT) SOUTH OF
 KA1335'A FENCE, 0.2 METERS (0.7 FT) EAST OF A WITNESS POST, ABOUT 0.4 METERS
 KA1335'(1.3 FT) BELOW ROAD GRADE AND PROJECTING 4 CM ABOVE GROUND.
 KA1335
 KA1335                          STATION RECOVERY (2005)
 KA1335
 KA1335'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KA1335'RECOVERED IN GOOD CONDITION.
 KA1335
 KA1335                          STATION RECOVERY (2014)
 KA1335
 KA1335'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (JK)
 KA1335'RECOVERED AS DESCRIBED.
 KA1335
 KA1335                          STATION RECOVERY (2019)
 KA1335
 KA1335'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2019 (ER)
 KA1335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0414 ***********************************************************************
 JA0414  DESIGNATION -  R 55
 JA0414  PID         -  JA0414
 JA0414  STATE/COUNTY-  IN/CRAWFORD
 JA0414  COUNTRY     -  US
 JA0414  USGS QUAD   -  BEECHWOOD (2019)
 JA0414
 JA0414                         *CURRENT SURVEY CONTROL
 JA0414  ______________________________________________________________________
 JA0414* NAD 83(1997) POSITION- 38 13 38.58856(N) 086 28 13.69680(W)   ADJUSTED
 JA0414* NAVD 88 ORTHO HEIGHT -   217.919 (meters)      714.96  (feet) ADJUSTED
 JA0414  ______________________________________________________________________
 JA0414  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 JA0414  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 JA0414  DYNAMIC HEIGHT  -        217.765 (meters)      714.45  (feet) COMP
 JA0414  MODELED GRAVITY -    979,920.7   (mgal)                       NAVD 88
 JA0414
 JA0414  HORZ ORDER      -  SECOND
 JA0414  VERT ORDER      -  FIRST     CLASS II
 JA0414
 JA0414.The horizontal coordinates were established by classical geodetic methods
 JA0414.and adjusted by the National Geodetic Survey in May 1999.
 JA0414
 JA0414.The orthometric height was determined by differential leveling and
 JA0414.adjusted by the NATIONAL GEODETIC SURVEY
 JA0414.in June 1991.
 JA0414
 JA0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0414.GEOID18 height accuracy estimate available here.
 JA0414
 JA0414.Click photographs - Photos may exist for this station.
 JA0414
 JA0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0414
 JA0414.The dynamic height is computed by dividing the NAVD 88
 JA0414.geopotential number by the normal gravity value computed on the
 JA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0414.degrees latitude (g = 980.6199 gals.).
 JA0414
 JA0414.The modeled gravity was interpolated from observed gravity values.
 JA0414
 JA0414. The following values were computed from the NAD 83(1997) position.
 JA0414
 JA0414;                    North         East     Units Scale Factor Converg.
 JA0414;SPC IN W     -   330,910.277   953,660.997   MT  1.00000212   +0 22 45.3
 JA0414;SPC IN W     - 1,085,661.47  3,128,802.79   sFT  1.00000212   +0 22 45.3
 JA0414;UTM  16      - 4,231,176.955   546,347.440   MT  0.99962645   +0 19 39.6
 JA0414
 JA0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0414!SPC IN W     -   0.99997101  x   1.00000212  =   0.99997313
 JA0414!UTM  16      -   0.99997101  x   0.99962645  =   0.99959747
 JA0414
 JA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4634731176(NAD 83)
 JA0414
 JA0414                          SUPERSEDED SURVEY CONTROL
 JA0414
 JA0414  NAD 83(1993)-  38 13 38.59085(N)    086 28 13.69843(W) AD(       ) 2
 JA0414  NAD 83(1986)-  38 13 38.59428(N)    086 28 13.70118(W) AD(       ) 2
 JA0414  NAD 27      -  38 13 38.36800(N)    086 28 13.77400(W) AD(       ) 2
 JA0414  NGVD 29 (??/??/92)  218.031  (m)          715.32   (f) ADJ UNCH    1 2
 JA0414
 JA0414.Superseded values are not recommended for survey control.
 JA0414
 JA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0414.See file dsdata.pdf to determine how the superseded data were derived.
 JA0414
 JA0414_MARKER: DB = BENCH MARK DISK
 JA0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0414_STAMPING: R 55 1934
 JA0414_MARK LOGO: CGS
 JA0414_PROJECTION: PROJECTING 20 CENTIMETERS
 JA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0414+STABILITY: SURFACE MOTION
 JA0414
 JA0414  HISTORY     - Date     Condition        Report By
 JA0414  HISTORY     - 1934     MONUMENTED       CGS
 JA0414  HISTORY     - 1946     GOOD             CGS
 JA0414  HISTORY     - 1965     GOOD             CGS
 JA0414  HISTORY     - 20170930 GOOD             GEOCAC
 JA0414
 JA0414                          STATION DESCRIPTION
 JA0414
 JA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0414'THIS STATION LOCATED BY TRAVERSE FROM TRIANGULATION STATION
 JA0414'SULPHUR.
 JA0414'
 JA0414'THE STATION IS DIRECTLY OPPOSITE THE JUNCTION OF STATE HIGHWAY 66
 JA0414'WITH STATE HIGHWAY 62 AND 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 JA0414'LATTER WITH STATE HIGHWAY 37 IN THE VILLAGE OF SULPHUR.  IT IS ON
 JA0414'THE DOORYARD LAWN OF A SMALL HOUSE, 44 FEET NORTHEAST OF THE CENTER
 JA0414'OF THE HIGHWAY, 54.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 JA0414'THE HOUSE, AND 53 FEET SOUTHEAST OF THE SOUTHWEST CORNER.  IT
 JA0414'IS 222.58 METERS OR 730.25 FEET AS COMPUTED THRU A BROKEN TRAVERSE
 JA0414'NORTHWEST OF TRIANGULATION STATION SULPHUR.  THE MARK IS A
 JA0414'STANDARD COAST SURVEY BENCH MARK DISK SET IN THE TOP OF A
 JA0414'6-INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  THE DISK
 JA0414'IS STAMPED R 55 1934.
 JA0414
 JA0414                          STATION RECOVERY (1965)
 JA0414
 JA0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0414'AT SULPHUR.
 JA0414'AT SULPHUR, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE
 JA0414'HIGHWAYS 37 AND 62, 171 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 JA0414'HIGHWAY 37, 45 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 JA0414'62, 175 FEET EAST OF THE NORTHEAST CORNER OF THE POST OFFICE, 54
 JA0414'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE NOW OWNED BY
 JA0414'MR. ELMER EATON, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAYS,
 JA0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0414
 JA0414                          STATION RECOVERY (2017)
 JA0414
 JA0414'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0280 ***********************************************************************
 JA0280  DESIGNATION -  R 56
 JA0280  PID         -  JA0280
 JA0280  STATE/COUNTY-  IN/CRAWFORD
 JA0280  COUNTRY     -  US
 JA0280  USGS QUAD   -  ENGLISH (2019)
 JA0280
 JA0280                         *CURRENT SURVEY CONTROL
 JA0280  ______________________________________________________________________
 JA0280* NAD 83(1986) POSITION- 38 20 38.     (N) 086 24 48.     (W)   SCALED
 JA0280* NAVD 88 ORTHO HEIGHT -   176.368 (meters)      578.63  (feet) POSTED
 JA0280  ______________________________________________________________________
 JA0280  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 JA0280  DYNAMIC HEIGHT  -        176.24  (meters)      578.2   (feet) COMP
 JA0280  MODELED GRAVITY -    979,918.3   (mgal)                       NAVD 88
 JA0280
 JA0280  VERT ORDER      -  * POSTED, SEE BELOW
 JA0280
 JA0280.The horizontal coordinates were scaled from a map and have
 JA0280.an estimated accuracy of +/- 6 seconds.
 JA0280
 JA0280.The orthometric height was determined by differential leveling
 JA0280.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0280
 JA0280.* This is a POSTED BENCH MARK height.
 JA0280
 JA0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0280.GEOID18 height accuracy estimate available here.
 JA0280
 JA0280.Click photographs - Photos may exist for this station.
 JA0280
 JA0280.The dynamic height is computed by dividing the NAVD 88
 JA0280.geopotential number by the normal gravity value computed on the
 JA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0280.degrees latitude (g = 980.6199 gals.).
 JA0280
 JA0280.The modeled gravity was interpolated from observed gravity values.
 JA0280
 JA0280;                    North         East    Units  Estimated Accuracy
 JA0280;SPC IN W     -   343,880.      958,570.      MT  (+/- 180 meters Scaled)
 JA0280
 JA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH512441(NAD 83)
 JA0280
 JA0280                          SUPERSEDED SURVEY CONTROL
 JA0280
 JA0280  NGVD 29 (??/??/92)  176.49   (m)          579.0    (f) COMPUTED    2 0
 JA0280
 JA0280.Superseded values are not recommended for survey control.
 JA0280
 JA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0280.See file dsdata.pdf to determine how the superseded data were derived.
 JA0280
 JA0280_MARKER: DB = BENCH MARK DISK
 JA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0280_STAMPING: R 56 1934
 JA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0280+STABILITY: SURFACE MOTION
 JA0280
 JA0280  HISTORY     - Date     Condition        Report By
 JA0280  HISTORY     - 1934     MONUMENTED       CGS
 JA0280  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0280
 JA0280                          STATION DESCRIPTION
 JA0280
 JA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0280'AT TEMPLE.
 JA0280'AT TEMPLE, CRAWFORD COUNTY, ON THE SOUTHERN RAILWAY, 146 FEET
 JA0280'WEST OF THE WEST FACE OF THE STATION, 57 FEET NORTH OF POLE
 JA0280'1320, 22-1/2 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN
 JA0280'THE TRACK.  A STANDARD DISK, STAMPED R 56 1934 AND SET IN THE
 JA0280'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1047 ***********************************************************************
 HA1047  DESIGNATION -  R 60
 HA1047  PID         -  HA1047
 HA1047  STATE/COUNTY-  IN/VANDERBURGH
 HA1047  COUNTRY     -  US
 HA1047  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1047
 HA1047                         *CURRENT SURVEY CONTROL
 HA1047  ______________________________________________________________________
 HA1047* NAD 83(1986) POSITION- 37 57 04.74   (N) 087 32 52.81   (W)   HD_HELD1
 HA1047* NAVD 88 ORTHO HEIGHT -   115.775 (meters)      379.84  (feet) ADJUSTED
 HA1047  ______________________________________________________________________
 HA1047  GEOID HEIGHT    -        -30.992 (meters)                     GEOID18
 HA1047  DYNAMIC HEIGHT  -        115.695 (meters)      379.58  (feet) COMP
 HA1047  MODELED GRAVITY -    979,940.5   (mgal)                       NAVD 88
 HA1047
 HA1047  VERT ORDER      -  FIRST     CLASS II
 HA1047
 HA1047.The horizontal coordinates were determined by differentially corrected
 HA1047.hand held GPS observations or other comparable positioning techniques
 HA1047.and have an estimated accuracy of +/- 3 meters.
 HA1047
 HA1047.The orthometric height was determined by differential leveling and
 HA1047.adjusted by the NATIONAL GEODETIC SURVEY
 HA1047.in June 1991.
 HA1047
 HA1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1047.GEOID18 height accuracy estimate available here.
 HA1047
 HA1047.Click photographs - Photos may exist for this station.
 HA1047
 HA1047.The dynamic height is computed by dividing the NAVD 88
 HA1047.geopotential number by the normal gravity value computed on the
 HA1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1047.degrees latitude (g = 980.6199 gals.).
 HA1047
 HA1047.The modeled gravity was interpolated from observed gravity values.
 HA1047
 HA1047;                    North         East    Units  Estimated Accuracy
 HA1047;SPC IN W     -   300,192.4     859,161.2     MT  (+/- 3 meters HH1 GPS) 
 HA1047
 HA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5185400555(NAD 83)
 HA1047
 HA1047                          SUPERSEDED SURVEY CONTROL
 HA1047
 HA1047  NGVD 29 (??/??/92)  115.870  (m)          380.15   (f) ADJ UNCH    1 2
 HA1047
 HA1047.Superseded values are not recommended for survey control.
 HA1047
 HA1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1047.See file dsdata.pdf to determine how the superseded data were derived.
 HA1047
 HA1047_MARKER: DB = BENCH MARK DISK
 HA1047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1047_SP_SET: WINGWALL
 HA1047_STAMPING: R 60 1935
 HA1047_MARK LOGO: CGS
 HA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1047+STABILITY: SURFACE MOTION
 HA1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1047+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 HA1047
 HA1047  HISTORY     - Date     Condition        Report By
 HA1047  HISTORY     - 1935     MONUMENTED       CGS
 HA1047  HISTORY     - 1965     GOOD             CGS
 HA1047  HISTORY     - 1985     GOOD             NGS
 HA1047  HISTORY     - 1988     GOOD             USPSQD
 HA1047  HISTORY     - 19981107 GOOD             USPSQD
 HA1047  HISTORY     - 20100614 GOOD             GEOCAC
 HA1047  HISTORY     - 20151217 GOOD             GEOCAC
 HA1047
 HA1047                          STATION DESCRIPTION
 HA1047
 HA1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1047'2.6 MI SE FROM EVANSVILLE.
 HA1047'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1047'OFFICE AT EVANSVILLE, THENCE 2.2 MILES SOUTHEAST ALONG RIVERSIDE
 HA1047'DRIVE, THENCE 0.15 MILE SOUTH ALONG U.S. HIGHWAY 41, SET IN THE
 HA1047'TOP OF THE NORTHEAST CONCRETE WINGWALL OF A CONCRETE HIGHWAY
 HA1047'BRIDGE OVER BEE SLOUGH, 87 FEET SOUTH OF THE CENTER LINE OF
 HA1047'SWEETSER AVENUE, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY 1
 HA1047'FOOT EAST OF A CONCRETE GUARDRAIL, AND 10 INCHES ABOVE THE LEVEL
 HA1047'OF THE HIGHWAY.
 HA1047
 HA1047                          STATION RECOVERY (1985)
 HA1047
 HA1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1047'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1047'AT THE INTERSECTION OF KENTUCKY AND SWEETSER AVENUES.  NOTE--OLD U.S.
 HA1047'HIGHWAY 41 IS NOW KENTYCKY AVENUE.
 HA1047
 HA1047                          STATION RECOVERY (1988)
 HA1047
 HA1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1047'RECOVERED IN GOOD CONDITION.
 HA1047
 HA1047                          STATION RECOVERY (1998)
 HA1047
 HA1047'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1047'RECOVERED IN GOOD CONDITION.
 HA1047
 HA1047                          STATION RECOVERY (2010)
 HA1047
 HA1047'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 HA1047'THE SLOUGH HAS BEEN FILLED IN, BUT THE BRIDGE IS STILL IN PLACE.
 HA1047
 HA1047                          STATION RECOVERY (2015)
 HA1047
 HA1047'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1047'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0045 ***********************************************************************
 KA0045  DESIGNATION -  R 61
 KA0045  PID         -  KA0045
 KA0045  STATE/COUNTY-  IN/MORGAN
 KA0045  COUNTRY     -  US
 KA0045  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0045
 KA0045                         *CURRENT SURVEY CONTROL
 KA0045  ______________________________________________________________________
 KA0045* NAD 83(1986) POSITION- 39 36 56.30   (N) 086 22 52.04   (W)   HD_HELD1
 KA0045* NAVD 88 ORTHO HEIGHT -   219.872 (meters)      721.36  (feet) ADJUSTED
 KA0045  ______________________________________________________________________
 KA0045  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KA0045  DYNAMIC HEIGHT  -        219.754 (meters)      720.98  (feet) COMP
 KA0045  MODELED GRAVITY -    980,082.1   (mgal)                       NAVD 88
 KA0045
 KA0045  VERT ORDER      -  SECOND    CLASS 0
 KA0045
 KA0045.The horizontal coordinates were determined by differentially corrected
 KA0045.hand held GPS observations or other comparable positioning techniques
 KA0045.and have an estimated accuracy of +/- 3 meters.
 KA0045
 KA0045.The orthometric height was determined by differential leveling and
 KA0045.adjusted by the NATIONAL GEODETIC SURVEY
 KA0045.in June 1991.
 KA0045
 KA0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0045.GEOID18 height accuracy estimate available here.
 KA0045
 KA0045.Click photographs - Photos may exist for this station.
 KA0045
 KA0045.The dynamic height is computed by dividing the NAVD 88
 KA0045.geopotential number by the normal gravity value computed on the
 KA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0045.degrees latitude (g = 980.6199 gals.).
 KA0045
 KA0045.The modeled gravity was interpolated from observed gravity values.
 KA0045
 KA0045;                    North         East    Units  Estimated Accuracy
 KA0045;SPC IN W     -   485,078.7     960,297.6     MT  (+/- 3 meters HH1 GPS) 
 KA0045
 KA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5312285281(NAD 83)
 KA0045
 KA0045                          SUPERSEDED SURVEY CONTROL
 KA0045
 KA0045  NGVD 29 (??/??/92)  219.997  (m)          721.77   (f) ADJ UNCH    2 0
 KA0045
 KA0045.Superseded values are not recommended for survey control.
 KA0045
 KA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0045.See file dsdata.pdf to determine how the superseded data were derived.
 KA0045
 KA0045_MARKER: DB = BENCH MARK DISK
 KA0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0045_SP_SET: BUILDING
 KA0045_STAMPING: R 61 1946
 KA0045_MARK LOGO: CGS
 KA0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0045
 KA0045  HISTORY     - Date     Condition        Report By
 KA0045  HISTORY     - 1946     MONUMENTED       CGS
 KA0045
 KA0045                          STATION DESCRIPTION
 KA0045
 KA0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0045'IN MOORESVILLE.
 KA0045'IN MOORESVILLE, ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 267
 KA0045'FROM THE POST OFFICE, AT THE HIGH SCHOOL GYMNASIUM, SET VERTICALLY
 KA0045'IN THE EAST FACE OF THE BRICK WALL, 11 FEET NORTH OF THE CENTER
 KA0045'OF THE EAST ENTRANCE, AND 5 FEET ABOVE THE GROUND.  A STANDARD
 KA0045'DISK, STAMPED R 61 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0630 ***********************************************************************
 KA0630  DESIGNATION -  R 62
 KA0630  PID         -  KA0630
 KA0630  STATE/COUNTY-  IN/HENDRICKS
 KA0630  COUNTRY     -  US
 KA0630  USGS QUAD   -  CLAYTON (2019)
 KA0630
 KA0630                         *CURRENT SURVEY CONTROL
 KA0630  ______________________________________________________________________
 KA0630* NAD 83(1986) POSITION- 39 38 34.8    (N) 086 36 56.7    (W)   HD_HELD2
 KA0630* NAVD 88 ORTHO HEIGHT -   238.147 (meters)      781.32  (feet) ADJUSTED
 KA0630  ______________________________________________________________________
 KA0630  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 KA0630  DYNAMIC HEIGHT  -        238.014 (meters)      780.88  (feet) COMP
 KA0630  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA0630
 KA0630  VERT ORDER      -  FIRST     CLASS II
 KA0630
 KA0630.The horizontal coordinates were established by autonomous hand held GPS
 KA0630.observations and have an estimated accuracy of +/- 10 meters.
 KA0630
 KA0630.The orthometric height was determined by differential leveling and
 KA0630.adjusted by the NATIONAL GEODETIC SURVEY
 KA0630.in June 1991.
 KA0630
 KA0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0630.GEOID18 height accuracy estimate available here.
 KA0630
 KA0630.Click photographs - Photos may exist for this station.
 KA0630
 KA0630.The dynamic height is computed by dividing the NAVD 88
 KA0630.geopotential number by the normal gravity value computed on the
 KA0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0630.degrees latitude (g = 980.6199 gals.).
 KA0630
 KA0630.The modeled gravity was interpolated from observed gravity values.
 KA0630
 KA0630;                    North         East    Units  Estimated Accuracy
 KA0630;SPC IN W     -   487,985.      940,135.      MT  (+/- 10 meters HH2 GPS)
 KA0630
 KA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3296988205(NAD 83)
 KA0630
 KA0630                          SUPERSEDED SURVEY CONTROL
 KA0630
 KA0630  NGVD 29 (??/??/92)  238.230  (m)          781.59   (f) ADJ UNCH    1 2
 KA0630
 KA0630.Superseded values are not recommended for survey control.
 KA0630
 KA0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0630.See file dsdata.pdf to determine how the superseded data were derived.
 KA0630
 KA0630_MARKER: DB = BENCH MARK DISK
 KA0630_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0630_SP_SET: CULVERT WINGWALL
 KA0630_STAMPING: R 62 1946
 KA0630_MARK LOGO: CGS
 KA0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0630+STABILITY: SURFACE MOTION
 KA0630
 KA0630  HISTORY     - Date     Condition        Report By
 KA0630  HISTORY     - 1946     MONUMENTED       CGS
 KA0630  HISTORY     - 1985     GOOD             NGS
 KA0630  HISTORY     - 20110714 GOOD             GEOCAC
 KA0630
 KA0630                          STATION DESCRIPTION
 KA0630
 KA0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0630'1 MI E FROM STILESVILLE.
 KA0630'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0630'AT STILESVILLE, 0.1 MILE WEST OF A ROAD LEADING NORTH, SET IN THE
 KA0630'TOP OF NORTH END OF THE SOUTHWEST WING WALL OF AN 8 FOOT CONCRETE
 KA0630'CULVERT, 31 FEET SOUTH OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 KA0630'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 62 1946.
 KA0630
 KA0630                          STATION RECOVERY (1985)
 KA0630
 KA0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0630'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.6 KM (7.2
 KA0630'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0630'HIGHWAY 39 IN BELLEVILLE.
 KA0630
 KA0630                          STATION RECOVERY (2011)
 KA0630
 KA0630'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0630'THE CONCRETE HEADWALL IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0694 ***********************************************************************
 KA0694  DESIGNATION -  R 63
 KA0694  PID         -  KA0694
 KA0694  STATE/COUNTY-  IN/MORGAN
 KA0694  COUNTRY     -  US
 KA0694  USGS QUAD   -  HALL (2019)
 KA0694
 KA0694                         *CURRENT SURVEY CONTROL
 KA0694  ______________________________________________________________________
 KA0694* NAD 83(2011) POSITION- 39 33 52.94568(N) 086 35 33.50417(W)   ADJUSTED
 KA0694* NAD 83(2011) ELLIP HT-   199.541 (meters)        (04/10/23)   ADJUSTED
 KA0694* NAD 83(2011) EPOCH   -  2010.00
 KA0694* NAVD 88 ORTHO HEIGHT -   232.364 (meters)      762.35  (feet) ADJUSTED
 KA0694  ______________________________________________________________________
 KA0694  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA0694  NAD 83(2011) X  -    292,643.317 (meters)                     COMP
 KA0694  NAD 83(2011) Y  - -4,915,082.645 (meters)                     COMP
 KA0694  NAD 83(2011) Z  -  4,040,971.504 (meters)                     COMP
 KA0694  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 KA0694  DYNAMIC HEIGHT  -        232.233 (meters)      761.92  (feet) COMP
 KA0694  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 KA0694
 KA0694  VERT ORDER      -  SECOND    CLASS 0
 KA0694
 KA0694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0694  Standards:
 KA0694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0694  -------------------------------------------------------------------
 KA0694  NETWORK    0.42   1.37           0.15   0.19   0.70     -0.02459934
 KA0694  -------------------------------------------------------------------
 KA0694  Click here for local accuracies and other accuracy information.
 KA0694
 KA0694.The horizontal coordinates were established by GPS observations
 KA0694.and adjusted by the INDIANA DEPT OF TRANSP in April 2023.
 KA0694
 KA0694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0694.been affixed to the stable North American tectonic plate. See 
 KA0694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0694
 KA0694.The horizontal coordinates are valid at the epoch date displayed above
 KA0694.which is a decimal equivalence of Year/Month/Day.
 KA0694
 KA0694.The orthometric height was determined by differential leveling and
 KA0694.adjusted by the NATIONAL GEODETIC SURVEY
 KA0694.in June 1991.
 KA0694
 KA0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0694.GEOID18 height accuracy estimate available here.
 KA0694
 KA0694.Click photographs - Photos may exist for this station.
 KA0694
 KA0694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0694
 KA0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0694
 KA0694.The ellipsoidal height was determined by GPS observations
 KA0694.and is referenced to NAD 83.
 KA0694
 KA0694.The dynamic height is computed by dividing the NAVD 88
 KA0694.geopotential number by the normal gravity value computed on the
 KA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0694.degrees latitude (g = 980.6199 gals.).
 KA0694
 KA0694.The modeled gravity was interpolated from observed gravity values.
 KA0694
 KA0694. The following values were computed from the NAD 83(2011) position.
 KA0694
 KA0694;                    North         East     Units Scale Factor Converg.
 KA0694;SPC IN W     -   479,303.491   942,165.738   MT  0.99998855   +0 18 45.2
 KA0694;SPC IN W     - 1,572,514.87  3,091,088.76   sFT  0.99998855   +0 18 45.2
 KA0694;UTM  16      - 4,379,525.019   534,991.965   MT  0.99961507   +0 15 34.1
 KA0694
 KA0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0694!SPC IN W     -   0.99996870  x   0.99998855  =   0.99995725
 KA0694!UTM  16      -   0.99996870  x   0.99961507  =   0.99958378
 KA0694
 KA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3499179525(NAD 83)
 KA0694
 KA0694                          SUPERSEDED SURVEY CONTROL
 KA0694
 KA0694  NGVD 29 (??/??/92)  232.478  (m)          762.72   (f) ADJ UNCH    2 0
 KA0694
 KA0694.Superseded values are not recommended for survey control.
 KA0694
 KA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0694.See file dsdata.pdf to determine how the superseded data were derived.
 KA0694
 KA0694_MARKER: DB = BENCH MARK DISK
 KA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0694_STAMPING: R 63 1946
 KA0694_MARK LOGO: CGS
 KA0694_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0694+STABILITY: SURFACE MOTION
 KA0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0694+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2023
 KA0694
 KA0694  HISTORY     - Date     Condition        Report By
 KA0694  HISTORY     - 1946     MONUMENTED       CGS
 KA0694  HISTORY     - 20110525 GOOD             GEOCAC
 KA0694  HISTORY     - 20230308 GOOD             INDOT
 KA0694
 KA0694                          STATION DESCRIPTION
 KA0694
 KA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0694'2.1 MI E FROM LITTLE POINT.
 KA0694'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 42 FROM THE LITTLE
 KA0694'POINT STORE AT LITTLE POINT, AT PAUL PATTANS FARM, 75 FEET
 KA0694'NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORE WHITE FARM HOUSE,
 KA0694'61 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 32
 KA0694'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0694'HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF A DRIVE WAY TO THE
 KA0694'HOUSE, 0.8 FOOT WEST OF THE FENCE LINE, AND 1.5 FEET NORTH OF A
 KA0694'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 63 1946
 KA0694'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE
 KA0694'REACHED FROM THE CROSS ROAD AT CROWN CENTER BY GOING 1.15 MILES
 KA0694'SOUTH ALONG STATE HIGHWAY 42.
 KA0694
 KA0694                          STATION RECOVERY (2011)
 KA0694
 KA0694'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0694'THE FENCE AND WITNESS POST HAVE BEEN REMOVED. THE CONCRETE POST
 KA0694'PROJECTS 6 INCHES ABOVE THE GROUND, AND IS TILTED.
 KA0694
 KA0694                          STATION RECOVERY (2023)
 KA0694
 KA0694'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0694'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0130 ***********************************************************************
 KA0130  DESIGNATION -  R 64
 KA0130  PID         -  KA0130
 KA0130  STATE/COUNTY-  IN/MARION
 KA0130  COUNTRY     -  US
 KA0130  USGS QUAD   -  MAYWOOD (2019)
 KA0130
 KA0130                         *CURRENT SURVEY CONTROL
 KA0130  ______________________________________________________________________
 KA0130* NAD 83(1986) POSITION- 39 44 34.     (N) 086 11 19.     (W)   SCALED
 KA0130* NAVD 88 ORTHO HEIGHT -   212.934 (meters)      698.60  (feet) ADJUSTED
 KA0130  ______________________________________________________________________
 KA0130  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 KA0130  DYNAMIC HEIGHT  -        212.817 (meters)      698.22  (feet) COMP
 KA0130  MODELED GRAVITY -    980,074.0   (mgal)                       NAVD 88
 KA0130
 KA0130  VERT ORDER      -  SECOND    CLASS 0
 KA0130
 KA0130.The horizontal coordinates were scaled from a map and have
 KA0130.an estimated accuracy of +/- 6 seconds.
 KA0130
 KA0130.The orthometric height was determined by differential leveling and
 KA0130.adjusted by the NATIONAL GEODETIC SURVEY
 KA0130.in June 1991.
 KA0130
 KA0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0130.GEOID18 height accuracy estimate available here.
 KA0130
 KA0130.Click photographs - Photos may exist for this station.
 KA0130
 KA0130.The dynamic height is computed by dividing the NAVD 88
 KA0130.geopotential number by the normal gravity value computed on the
 KA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0130.degrees latitude (g = 980.6199 gals.).
 KA0130
 KA0130.The modeled gravity was interpolated from observed gravity values.
 KA0130
 KA0130;                    North         East    Units  Estimated Accuracy
 KA0130;SPC IN E     -   499,090.       55,260.      MT  (+/- 180 meters Scaled)
 KA0130
 KA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ695995(NAD 83)
 KA0130
 KA0130                          SUPERSEDED SURVEY CONTROL
 KA0130
 KA0130  NGVD 29 (??/??/92)  213.072  (m)          699.05   (f) ADJ UNCH    2 0
 KA0130
 KA0130.Superseded values are not recommended for survey control.
 KA0130
 KA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0130.See file dsdata.pdf to determine how the superseded data were derived.
 KA0130
 KA0130_MARKER: DB = BENCH MARK DISK
 KA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0130_STAMPING: R 64 1946
 KA0130_MARK LOGO: CGS
 KA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0130+STABILITY: SURFACE MOTION
 KA0130
 KA0130  HISTORY     - Date     Condition        Report By
 KA0130  HISTORY     - 1946     MONUMENTED       CGS
 KA0130  HISTORY     - 1950     GOOD             CGS
 KA0130  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0130
 KA0130                          STATION DESCRIPTION
 KA0130
 KA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0130'AT INDIANAPOLIS.
 KA0130'AT INDIANAPOLIS, ALONG KENTUCKY AVENUE AND STATE HIGHWAY 67, AT
 KA0130'THE INTERSECTION WITH SOUTH REISNER STREET, 38 FEET NORTHWEST OF
 KA0130'THE CENTER LINE OF KENTUCKY AVENUE, 30 FEET WEST OF THE CENTER LINE
 KA0130'OF SOUTH REISNER STREET, 13 FEET NORTHWEST OF A POWER LINE POLE, 11
 KA0130'FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD SIDING, 1.5
 KA0130'FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 KA0130'STREET.  A STANDARD DISK, STAMPED R 64 1946 AND SET IN THE TOP
 KA0130'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0130
 KA0130                          STATION RECOVERY (1950)
 KA0130
 KA0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0130'RECOVERED IN GOOD CONDITION.
 KA0130
 KA0130                          STATION RECOVERY (1976)
 KA0130
 KA0130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1076 ***********************************************************************
 KA1076  DESIGNATION -  R 66
 KA1076  PID         -  KA1076
 KA1076  STATE/COUNTY-  IN/VIGO
 KA1076  COUNTRY     -  US
 KA1076  USGS QUAD   -  SEELYVILLE (2019)
 KA1076
 KA1076                         *CURRENT SURVEY CONTROL
 KA1076  ______________________________________________________________________
 KA1076* NAD 83(1986) POSITION- 39 28 38.     (N) 087 20 18.     (W)   SCALED
 KA1076* NAVD 88 ORTHO HEIGHT -   169.495 (meters)      556.08  (feet) ADJUSTED
 KA1076  ______________________________________________________________________
 KA1076  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 KA1076  DYNAMIC HEIGHT  -        169.399 (meters)      555.77  (feet) COMP
 KA1076  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 KA1076
 KA1076  VERT ORDER      -  SECOND    CLASS 0
 KA1076
 KA1076.The horizontal coordinates were scaled from a map and have
 KA1076.an estimated accuracy of +/- 6 seconds.
 KA1076
 KA1076.The orthometric height was determined by differential leveling and
 KA1076.adjusted by the NATIONAL GEODETIC SURVEY
 KA1076.in June 1991.
 KA1076
 KA1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1076.GEOID18 height accuracy estimate available here.
 KA1076
 KA1076.Click photographs - Photos may exist for this station.
 KA1076
 KA1076.The dynamic height is computed by dividing the NAVD 88
 KA1076.geopotential number by the normal gravity value computed on the
 KA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1076.degrees latitude (g = 980.6199 gals.).
 KA1076
 KA1076.The modeled gravity was interpolated from observed gravity values.
 KA1076
 KA1076;                    North         East    Units  Estimated Accuracy
 KA1076;SPC IN W     -   469,510.      878,060.      MT  (+/- 180 meters Scaled)
 KA1076
 KA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ709697(NAD 83)
 KA1076
 KA1076                          SUPERSEDED SURVEY CONTROL
 KA1076
 KA1076  NGVD 29 (??/??/92)  169.598  (m)          556.42   (f) ADJ UNCH    2 0
 KA1076
 KA1076.Superseded values are not recommended for survey control.
 KA1076
 KA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1076.See file dsdata.pdf to determine how the superseded data were derived.
 KA1076
 KA1076_MARKER: DB = BENCH MARK DISK
 KA1076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1076_SP_SET: CULVERT HEADWALL
 KA1076_STAMPING: R 66 1946
 KA1076_MARK LOGO: CGS
 KA1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1076+STABILITY: SURFACE MOTION
 KA1076
 KA1076  HISTORY     - Date     Condition        Report By
 KA1076  HISTORY     - 1946     MONUMENTED       CGS
 KA1076  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1076  HISTORY     - 19900428 MARK NOT FOUND   USPSQD
 KA1076
 KA1076                          STATION DESCRIPTION
 KA1076
 KA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1076'4 MI W FROM SEELYVILLE.
 KA1076'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA1076'AT SEELYVILLE, 124 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 KA1076'OF THE ENTRANCE ROAD TO THE PHONEIX COUNTRY CLUB GOLF COURSE, SET
 KA1076'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 2 FOOT
 KA1076'CONCRETE CULVERT, 32.5 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN
 KA1076'THE CENTER LINE OF THE HIGHWAY.  THIS MARK MAY BE REACHED FROM
 KA1076'THE COURT HOUSE AT TERRE HAUTE BY GOING 4.1 MILES EAST ALONG
 KA1076'U.S. HIGHWAY 40 TO THE PHONEIX COUNTRY CLUB GOLF COURSE.  A
 KA1076'STANDARD DISK, STAMPED R 66 1946.
 KA1076
 KA1076                          STATION RECOVERY (1985)
 KA1076
 KA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1076'MARK NOT FOUND.
 KA1076
 KA1076                          STATION RECOVERY (1990)
 KA1076
 KA1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0514 ***********************************************************************
 KA0514  DESIGNATION -  R 67
 KA0514  PID         -  KA0514
 KA0514  STATE/COUNTY-  IN/OWEN
 KA0514  COUNTRY     -  US
 KA0514  USGS QUAD   -  PATRICKSBURG (2019)
 KA0514
 KA0514                         *CURRENT SURVEY CONTROL
 KA0514  ______________________________________________________________________
 KA0514* NAD 83(1986) POSITION- 39 20 01.     (N) 086 56 18.     (W)   SCALED
 KA0514* NAVD 88 ORTHO HEIGHT -   235.424 (meters)      772.39  (feet) ADJUSTED
 KA0514  ______________________________________________________________________
 KA0514  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 KA0514  DYNAMIC HEIGHT  -        235.285 (meters)      771.93  (feet) COMP
 KA0514  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 KA0514
 KA0514  VERT ORDER      -  SECOND    CLASS 0
 KA0514
 KA0514.The horizontal coordinates were scaled from a map and have
 KA0514.an estimated accuracy of +/- 6 seconds.
 KA0514
 KA0514.The orthometric height was determined by differential leveling and
 KA0514.adjusted by the NATIONAL GEODETIC SURVEY
 KA0514.in June 1991.
 KA0514
 KA0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0514.GEOID18 height accuracy estimate available here.
 KA0514
 KA0514.Click photographs - Photos may exist for this station.
 KA0514
 KA0514.The dynamic height is computed by dividing the NAVD 88
 KA0514.geopotential number by the normal gravity value computed on the
 KA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0514.degrees latitude (g = 980.6199 gals.).
 KA0514
 KA0514.The modeled gravity was interpolated from observed gravity values.
 KA0514
 KA0514;                    North         East    Units  Estimated Accuracy
 KA0514;SPC IN W     -   453,540.      912,500.      MT  (+/- 180 meters Scaled)
 KA0514
 KA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ053538(NAD 83)
 KA0514
 KA0514                          SUPERSEDED SURVEY CONTROL
 KA0514
 KA0514  NGVD 29 (??/??/92)  235.541  (m)          772.77   (f) ADJ UNCH    2 0
 KA0514
 KA0514.Superseded values are not recommended for survey control.
 KA0514
 KA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0514.See file dsdata.pdf to determine how the superseded data were derived.
 KA0514
 KA0514_MARKER: DB = BENCH MARK DISK
 KA0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0514_STAMPING: R 67 1946
 KA0514_MARK LOGO: CGS
 KA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0514+STABILITY: SURFACE MOTION
 KA0514
 KA0514  HISTORY     - Date     Condition        Report By
 KA0514  HISTORY     - 1946     MONUMENTED       CGS
 KA0514
 KA0514                          STATION DESCRIPTION
 KA0514
 KA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0514'3.7 MI N FROM PATRICKSBURG.
 KA0514'0.7 MILE WEST ALONG STATE HIGHWAY 246, THENCE ABOUT 1.5 MILE
 KA0514'NORTH, THENCE ABOUT 1.5 MILE EAST ALONG A GRAVEL ROAD, AT A RIGHT
 KA0514'ANGLE TURN IN THE ROAD WITH TANGENTS EXTENDING NORTH AND WEST,
 KA0514'AND AN ABANDONED ROAD LEADING EAST, 62 FEET WEST OF THE CENTER
 KA0514'LINE OF THE ROAD NORTH, 21 FEET NORTH OF AND ABOUT 1 FOOT ABOVE
 KA0514'THE CENTER LINE OF THE ROAD WEST, 18 FEET EAST OF A 7 INCH ELM
 KA0514'TREE, 7 FEET NORTH OF A WIRE FENCE AND 2 FEET EAST OF A WHITE
 KA0514'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 67 1946 AND
 KA0514'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0514'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1142 ***********************************************************************
 KA1142  DESIGNATION -  R 68
 KA1142  PID         -  KA1142
 KA1142  STATE/COUNTY-  IN/CLAY
 KA1142  COUNTRY     -  US
 KA1142  USGS QUAD   -  STAUNTON (2019)
 KA1142
 KA1142                         *CURRENT SURVEY CONTROL
 KA1142  ______________________________________________________________________
 KA1142* NAD 83(1986) POSITION- 39 24 37.     (N) 087 07 34.     (W)   SCALED
 KA1142* NAVD 88 ORTHO HEIGHT -   178.614 (meters)      586.00  (feet) ADJUSTED
 KA1142  ______________________________________________________________________
 KA1142  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KA1142  DYNAMIC HEIGHT  -        178.512 (meters)      585.67  (feet) COMP
 KA1142  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 KA1142
 KA1142  VERT ORDER      -  SECOND    CLASS 0
 KA1142
 KA1142.The horizontal coordinates were scaled from a map and have
 KA1142.an estimated accuracy of +/- 6 seconds.
 KA1142
 KA1142.The orthometric height was determined by differential leveling and
 KA1142.adjusted by the NATIONAL GEODETIC SURVEY
 KA1142.in June 1991.
 KA1142
 KA1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1142.GEOID18 height accuracy estimate available here.
 KA1142
 KA1142.Click photographs - Photos may exist for this station.
 KA1142
 KA1142.The dynamic height is computed by dividing the NAVD 88
 KA1142.geopotential number by the normal gravity value computed on the
 KA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1142.degrees latitude (g = 980.6199 gals.).
 KA1142
 KA1142.The modeled gravity was interpolated from observed gravity values.
 KA1142
 KA1142;                    North         East    Units  Estimated Accuracy
 KA1142;SPC IN W     -   462,040.      896,320.      MT  (+/- 180 meters Scaled)
 KA1142
 KA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ891623(NAD 83)
 KA1142
 KA1142                          SUPERSEDED SURVEY CONTROL
 KA1142
 KA1142  NGVD 29 (??/??/92)  178.720  (m)          586.35   (f) ADJ UNCH    2 0
 KA1142
 KA1142.Superseded values are not recommended for survey control.
 KA1142
 KA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1142.See file dsdata.pdf to determine how the superseded data were derived.
 KA1142
 KA1142_MARKER: DB = BENCH MARK DISK
 KA1142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1142_SP_SET: CULVERT HEADWALL
 KA1142_STAMPING: R 68 1946
 KA1142_MARK LOGO: CGS
 KA1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1142+STABILITY: SURFACE MOTION
 KA1142
 KA1142  HISTORY     - Date     Condition        Report By
 KA1142  HISTORY     - 1946     MONUMENTED       CGS
 KA1142
 KA1142                          STATION DESCRIPTION
 KA1142
 KA1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1142'1.5 MI NW FROM ASHBORO.
 KA1142'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE
 KA1142'METHODIST CHURCH AT ASHBORO, 0.9 MILE NORTHWEST OF THE HIGHWAY
 KA1142'BRIDGE OVER BIRCH CREEK, 0.4 MILE SOUTH OF A ROAD LEADING EAST
 KA1142'TO CENTER POINT, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 KA1142'LEADING SOUTH, AT THE OUTSIDE OF A LONG CURVE, SET IN THE TOP OF
 KA1142'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF AN 18 INCH TILE
 KA1142'PIPE CULVERT, 27 FEET WEST OF AND ABOUT 1 FOOT LOWER THAN THE
 KA1142'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 68 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0498 ***********************************************************************
 KA0498  DESIGNATION -  R 69
 KA0498  PID         -  KA0498
 KA0498  STATE/COUNTY-  IN/OWEN
 KA0498  COUNTRY     -  US
 KA0498  USGS QUAD   -  POLAND (2019)
 KA0498
 KA0498                         *CURRENT SURVEY CONTROL
 KA0498  ______________________________________________________________________
 KA0498* NAD 83(1986) POSITION- 39 25 26.     (N) 086 54 33.     (W)   SCALED
 KA0498* NAVD 88 ORTHO HEIGHT -   193.198 (meters)      633.85  (feet) ADJUSTED
 KA0498  ______________________________________________________________________
 KA0498  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KA0498  DYNAMIC HEIGHT  -        193.086 (meters)      633.48  (feet) COMP
 KA0498  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 KA0498
 KA0498  VERT ORDER      -  SECOND    CLASS 0
 KA0498
 KA0498.The horizontal coordinates were scaled from a map and have
 KA0498.an estimated accuracy of +/- 6 seconds.
 KA0498
 KA0498.The orthometric height was determined by differential leveling and
 KA0498.adjusted by the NATIONAL GEODETIC SURVEY
 KA0498.in June 1991.
 KA0498
 KA0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0498.GEOID18 height accuracy estimate available here.
 KA0498
 KA0498.Click photographs - Photos may exist for this station.
 KA0498
 KA0498.The dynamic height is computed by dividing the NAVD 88
 KA0498.geopotential number by the normal gravity value computed on the
 KA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0498.degrees latitude (g = 980.6199 gals.).
 KA0498
 KA0498.The modeled gravity was interpolated from observed gravity values.
 KA0498
 KA0498;                    North         East    Units  Estimated Accuracy
 KA0498;SPC IN W     -   463,570.      915,000.      MT  (+/- 180 meters Scaled)
 KA0498
 KA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ078638(NAD 83)
 KA0498
 KA0498                          SUPERSEDED SURVEY CONTROL
 KA0498
 KA0498  NGVD 29 (??/??/92)  193.317  (m)          634.24   (f) ADJ UNCH    2 0
 KA0498
 KA0498.Superseded values are not recommended for survey control.
 KA0498
 KA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0498.See file dsdata.pdf to determine how the superseded data were derived.
 KA0498
 KA0498_MARKER: DB = BENCH MARK DISK
 KA0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0498_STAMPING: R 69 1946
 KA0498_MARK LOGO: CGS
 KA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0498+STABILITY: SURFACE MOTION
 KA0498
 KA0498  HISTORY     - Date     Condition        Report By
 KA0498  HISTORY     - 1946     MONUMENTED       CGS
 KA0498
 KA0498                          STATION DESCRIPTION
 KA0498
 KA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0498'2.1 MI N FROM JORDAN.
 KA0498'2.1 MILES NORTH ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 KA0498'42 FROM THE CROSSING OF THE GRAVEL ROAD AND THE CHICAGO,
 KA0498'INDIANAPOLIS, AND LOUISVILLE RAILROAD, IN THE SOUTHEAST CORNER
 KA0498'OF A PASTURE, 49 FEET NORTH OF THE NORTHEAST CORNER OF A 2 STORY
 KA0498'FARM HOUSE, 27 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 KA0498'LINE OF THE ROAD, 7.5 FEET SOUTHWEST OF AN 18 INCH HICKORY TREE,
 KA0498'7 FEET NORTHWEST OF THE FENCE CORNER, AND 2 FEET FROM A WHITE
 KA0498'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 69 1946 AND
 KA0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0498'GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD
 KA0498'IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0251 ***********************************************************************
 ME0251  DESIGNATION -  R 7
 ME0251  PID         -  ME0251
 ME0251  STATE/COUNTY-  IN/MARSHALL
 ME0251  COUNTRY     -  US
 ME0251  USGS QUAD   -  INWOOD (2019)
 ME0251
 ME0251                         *CURRENT SURVEY CONTROL
 ME0251  ______________________________________________________________________
 ME0251* NAD 83(1986) POSITION- 41 18 54.     (N) 086 12 01.     (W)   SCALED
 ME0251* NAVD 88 ORTHO HEIGHT -   257.335 (meters)      844.27  (feet) ADJUSTED
 ME0251  ______________________________________________________________________
 ME0251  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 ME0251  DYNAMIC HEIGHT  -        257.225 (meters)      843.91  (feet) COMP
 ME0251  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 ME0251
 ME0251  VERT ORDER      -  FIRST     CLASS I
 ME0251
 ME0251.The horizontal coordinates were scaled from a map and have
 ME0251.an estimated accuracy of +/- 6 seconds.
 ME0251
 ME0251.The orthometric height was determined by differential leveling and
 ME0251.adjusted by the NATIONAL GEODETIC SURVEY
 ME0251.in April 1995.
 ME0251
 ME0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0251.GEOID18 height accuracy estimate available here.
 ME0251
 ME0251.Click photographs - Photos may exist for this station.
 ME0251
 ME0251.The dynamic height is computed by dividing the NAVD 88
 ME0251.geopotential number by the normal gravity value computed on the
 ME0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0251.degrees latitude (g = 980.6199 gals.).
 ME0251
 ME0251.The modeled gravity was interpolated from observed gravity values.
 ME0251
 ME0251;                    North         East    Units  Estimated Accuracy
 ME0251;SPC IN E     -   673,680.       55,320.      MT  (+/- 180 meters Scaled)
 ME0251
 ME0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL669740(NAD 83)
 ME0251
 ME0251                          SUPERSEDED SURVEY CONTROL
 ME0251
 ME0251  NAVD 88 (06/15/91)  257.337  (m)          844.28   (f) SUPERSEDED  1 1
 ME0251  NGVD 29 (01/19/93)  257.458  (m)          844.68   (f) ADJUSTED    1 1
 ME0251  NGVD 29 (??/??/92)  257.458  (m)          844.68   (f) SUPERSEDED  1 1
 ME0251
 ME0251.Superseded values are not recommended for survey control.
 ME0251
 ME0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0251.See file dsdata.pdf to determine how the superseded data were derived.
 ME0251
 ME0251_MARKER: DB = BENCH MARK DISK
 ME0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0251_STAMPING: R 7 ELEV. 844.628 FT.
 ME0251_MARK LOGO: CGS
 ME0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0251+STABILITY: SURFACE MOTION
 ME0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0251+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0251
 ME0251  HISTORY     - Date     Condition        Report By
 ME0251  HISTORY     - 1916     MONUMENTED       CGS
 ME0251  HISTORY     - 1968     GOOD             CGS
 ME0251  HISTORY     - 1983     GOOD             USPSQD
 ME0251  HISTORY     - 1987     GOOD             USPSQD
 ME0251  HISTORY     - 1990     GOOD             USPSQD
 ME0251  HISTORY     - 19920909 GOOD             NGS
 ME0251
 ME0251                          STATION DESCRIPTION
 ME0251
 ME0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0251'AT INWOOD.
 ME0251'AT INWOOD, ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL
 ME0251'RAILROAD FROM THE CROSSING OF HAWTHORN ROAD, IN A LAWN BETWEEN
 ME0251'TWO HOUSES, 58.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME0251'EASTBOUND TRACK, 50 1/2 FEET WEST OF THE 6 TH TELEGRAPH POLE
 ME0251'SOUTHEAST OF THE CROSSING OF HAWTHORN ROAD, 25 FEET NORTH OF THE
 ME0251'NORTHWEST ONE OF TWO SMALL CHERRY TREES, ABOUT LEVEL WITH THE
 ME0251'TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 7 INCHES
 ME0251'ABOVE THE LEVEL OF THE GROUND.  SEC 17, T 33 N, R 3 E.
 ME0251
 ME0251                          STATION RECOVERY (1983)
 ME0251
 ME0251'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0251'RECOVERED IN GOOD CONDITION.
 ME0251
 ME0251                          STATION RECOVERY (1987)
 ME0251
 ME0251'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0251'RECOVERED IN GOOD CONDITION.
 ME0251
 ME0251                          STATION RECOVERY (1990)
 ME0251
 ME0251'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0251'RECOVERED IN GOOD CONDITION.
 ME0251
 ME0251                          STATION RECOVERY (1992)
 ME0251
 ME0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0251'9.2 KM (5.70 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0251'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 53.6 M
 ME0251'(175.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 17.4 M
 ME0251'(57.1 FT) SOUTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL
 ME0251'OF THE TRACK, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 ME0251'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0714 ***********************************************************************
 KA0714  DESIGNATION -  R 70
 KA0714  PID         -  KA0714
 KA0714  STATE/COUNTY-  IN/PUTNAM
 KA0714  COUNTRY     -  US
 KA0714  USGS QUAD   -  REELSVILLE (2019)
 KA0714
 KA0714                         *CURRENT SURVEY CONTROL
 KA0714  ______________________________________________________________________
 KA0714* NAD 83(1986) POSITION- 39 30 04.     (N) 086 57 31.     (W)   SCALED
 KA0714* NAVD 88 ORTHO HEIGHT -   180.847 (meters)      593.33  (feet) ADJUSTED
 KA0714  ______________________________________________________________________
 KA0714  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 KA0714  DYNAMIC HEIGHT  -        180.744 (meters)      592.99  (feet) COMP
 KA0714  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 KA0714
 KA0714  VERT ORDER      -  SECOND    CLASS 0
 KA0714
 KA0714.The horizontal coordinates were scaled from a map and have
 KA0714.an estimated accuracy of +/- 6 seconds.
 KA0714
 KA0714.The orthometric height was determined by differential leveling and
 KA0714.adjusted by the NATIONAL GEODETIC SURVEY
 KA0714.in June 1991.
 KA0714
 KA0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0714.GEOID18 height accuracy estimate available here.
 KA0714
 KA0714.Click photographs - Photos may exist for this station.
 KA0714
 KA0714.The dynamic height is computed by dividing the NAVD 88
 KA0714.geopotential number by the normal gravity value computed on the
 KA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0714.degrees latitude (g = 980.6199 gals.).
 KA0714
 KA0714.The modeled gravity was interpolated from observed gravity values.
 KA0714
 KA0714;                    North         East    Units  Estimated Accuracy
 KA0714;SPC IN W     -   472,140.      910,730.      MT  (+/- 180 meters Scaled)
 KA0714
 KA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ035723(NAD 83)
 KA0714
 KA0714                          SUPERSEDED SURVEY CONTROL
 KA0714
 KA0714  NGVD 29 (??/??/92)  180.965  (m)          593.72   (f) ADJ UNCH    2 0
 KA0714
 KA0714.Superseded values are not recommended for survey control.
 KA0714
 KA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0714.See file dsdata.pdf to determine how the superseded data were derived.
 KA0714
 KA0714_MARKER: DB = BENCH MARK DISK
 KA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0714_STAMPING: R 70 1946
 KA0714_MARK LOGO: CGS
 KA0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0714+STABILITY: SURFACE MOTION
 KA0714
 KA0714  HISTORY     - Date     Condition        Report By
 KA0714  HISTORY     - 1946     MONUMENTED       CGS
 KA0714
 KA0714                          STATION DESCRIPTION
 KA0714
 KA0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0714'4.6 MI SW FROM MANHATTAN.
 KA0714'ABOUT 4.65 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING PAST THE
 KA0714'BIG WALNUT CHURCH, ACROSS THE COVERED BRIDGE OVER THE BIG WALNUT
 KA0714'CREEK FROM THE MANHATTAN GROCERY STORE AT MANHATTAN, 0.5 MILE
 KA0714'SOUTH OF THE COVERED BRIDGE, AT A T JUNCTION OF A ROAD LEADING
 KA0714'WEST AND A MONUMENT TO THE FIRST CABIN IN PUTNAM COUNTY ON THE
 KA0714'WEST SIDE OF THE ROAD, 18 FEET SOUTH OF A 16 INCH BLACK WALNUT
 KA0714'TREE, 24 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0714'ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 KA0714'2.2 FEET WEST OF THE SOUTHWEST CORNER OF THE MONUMENT, AND 2
 KA0714'FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0714'R 70 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0714'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0816 ***********************************************************************
 KA0816  DESIGNATION -  R 71
 KA0816  PID         -  KA0816
 KA0816  STATE/COUNTY-  IN/PARKE
 KA0816  COUNTRY     -  US
 KA0816  USGS QUAD   -  ROCKVILLE (2019)
 KA0816
 KA0816                         *CURRENT SURVEY CONTROL
 KA0816  ______________________________________________________________________
 KA0816* NAD 83(1986) POSITION- 39 45 27.33   (N) 087 08 47.08   (W)   HD_HELD1
 KA0816* NAVD 88 ORTHO HEIGHT -   212.620 (meters)      697.57  (feet) ADJUSTED
 KA0816  ______________________________________________________________________
 KA0816  GEOID HEIGHT    -        -33.223 (meters)                     GEOID18
 KA0816  DYNAMIC HEIGHT  -        212.499 (meters)      697.17  (feet) COMP
 KA0816  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0816
 KA0816  VERT ORDER      -  SECOND    CLASS 0
 KA0816
 KA0816.The horizontal coordinates were determined by differentially corrected
 KA0816.hand held GPS observations or other comparable positioning techniques
 KA0816.and have an estimated accuracy of +/- 3 meters.
 KA0816
 KA0816.The orthometric height was determined by differential leveling and
 KA0816.adjusted by the NATIONAL GEODETIC SURVEY
 KA0816.in June 1991.
 KA0816
 KA0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0816.GEOID18 height accuracy estimate available here.
 KA0816
 KA0816.Click photographs - Photos may exist for this station.
 KA0816
 KA0816.The dynamic height is computed by dividing the NAVD 88
 KA0816.geopotential number by the normal gravity value computed on the
 KA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0816.degrees latitude (g = 980.6199 gals.).
 KA0816
 KA0816.The modeled gravity was interpolated from observed gravity values.
 KA0816
 KA0816;                    North         East    Units  Estimated Accuracy
 KA0816;SPC IN W     -   500,605.3     894,594.7     MT  (+/- 3 meters HH1 GPS) 
 KA0816
 KA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8745800863(NAD 83)
 KA0816
 KA0816                          SUPERSEDED SURVEY CONTROL
 KA0816
 KA0816  NGVD 29 (??/??/92)  212.716  (m)          697.89   (f) ADJ UNCH    2 0
 KA0816
 KA0816.Superseded values are not recommended for survey control.
 KA0816
 KA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0816.See file dsdata.pdf to determine how the superseded data were derived.
 KA0816
 KA0816_MARKER: DB = BENCH MARK DISK
 KA0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0816_STAMPING: R 71 1946
 KA0816_MARK LOGO: CGS
 KA0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0816+STABILITY: SURFACE MOTION
 KA0816
 KA0816  HISTORY     - Date     Condition        Report By
 KA0816  HISTORY     - 1946     MONUMENTED       CGS
 KA0816  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA0816  HISTORY     - 20061213 MARK NOT FOUND   INDOT
 KA0816
 KA0816                          STATION DESCRIPTION
 KA0816
 KA0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0816'2.2 MI W FROM BELLMORE.
 KA0816'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY
 KA0816'HALL AT BELLMORE, 0.2 MILE WEST OF A GRAVEL ROAD INTERSECTION,
 KA0816'ABOUT 0.1 MILE EAST OF A CONCRETE BRIDGE BETWEEN TWO LOW GRADES,
 KA0816'43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHEAST
 KA0816'OF A STATE AUTO INSURANCE ASSOCIATION SIGN, 10 FEET EAST OF A
 KA0816'NORTH-SOUTH WIRE FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN
 KA0816'WITNESS POST AND ABOUT 3 FEET HIGHER THAN HIGHWAY LEVEL.  A
 KA0816'STANDARD DISK, STAMPED R 71 1946 AND SET IN THE TOP OF A
 KA0816'CONCRETE POST.
 KA0816
 KA0816                          STATION RECOVERY (1975)
 KA0816
 KA0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KA0816'MARK NOT FOUND.
 KA0816
 KA0816                          STATION RECOVERY (2006)
 KA0816
 KA0816'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0816'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0572 ***********************************************************************
 KA0572  DESIGNATION -  R 72 RESET
 KA0572  PID         -  KA0572
 KA0572  STATE/COUNTY-  IN/PUTNAM
 KA0572  COUNTRY     -  US
 KA0572  USGS QUAD   -  NORTH SALEM (2019)
 KA0572
 KA0572                         *CURRENT SURVEY CONTROL
 KA0572  ______________________________________________________________________
 KA0572* NAD 83(1986) POSITION- 39 45 38.     (N) 086 42 38.     (W)   SCALED
 KA0572* NAVD 88 ORTHO HEIGHT -   266.73  (meters)      875.1   (feet) RESET
 KA0572  ______________________________________________________________________
 KA0572  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 KA0572  VERT ORDER      -  THIRD
 KA0572
 KA0572.The horizontal coordinates were scaled from a map and have
 KA0572.an estimated accuracy of +/- 6 seconds.
 KA0572
 KA0572.The orthometric height was computed from unverified reset data.
 KA0572
 KA0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0572.GEOID18 height accuracy estimate available here.
 KA0572
 KA0572.Click photographs - Photos may exist for this station.
 KA0572
 KA0572;                    North         East    Units  Estimated Accuracy
 KA0572;SPC IN W     -   501,000.      931,940.      MT  (+/- 180 meters Scaled)
 KA0572
 KA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK247012(NAD 83)
 KA0572
 KA0572                          SUPERSEDED SURVEY CONTROL
 KA0572
 KA0572  NGVD 29 (??/??/??)  266.84   (m)          875.5    (f) RESET       3  
 KA0572
 KA0572.Superseded values are not recommended for survey control.
 KA0572
 KA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0572.See file dsdata.pdf to determine how the superseded data were derived.
 KA0572
 KA0572_MARKER: DB = BENCH MARK DISK
 KA0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0572_SP_SET: BRIDGE
 KA0572_STAMPING: R 72 RESET 1959
 KA0572_MARK LOGO: CGS
 KA0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0572
 KA0572  HISTORY     - Date     Condition        Report By
 KA0572  HISTORY     - 1959     MONUMENTED       INHD
 KA0572
 KA0572                          STATION DESCRIPTION
 KA0572
 KA0572'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1959
 KA0572'0.5 MI E FROM GROVELAND.
 KA0572'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE CROSS ROADS
 KA0572'AT GROVELAND, ABOUT 180 FEET WEST OF A PRIVATE ROAD LEADING SOUTH
 KA0572'TO A TWO-STORY FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 192
 KA0572'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A SIGN ON THE NORTH
 KA0572'SHOULDER OF THE HIGHWAY READING SPRING, SET IN THE TOP OF THE
 KA0572'SOUTHWEST WINGWALL AT THE WEST END OF CONCRETE BRIDGE NUMBER
 KA0572'36-E-45.56, 21 INCHES WEST AND 4 INCHES SOUTH OF THE EAST END
 KA0572'OF THE NEW SOUTH CURB, 18 FEET SOUTH OF THE CENTERLINE OF THE
 KA0572'HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0804 ***********************************************************************
 KA0804  DESIGNATION -  R 73
 KA0804  PID         -  KA0804
 KA0804  STATE/COUNTY-  IN/PUTNAM
 KA0804  COUNTRY     -  US
 KA0804  USGS QUAD   -  GREENCASTLE (2019)
 KA0804
 KA0804                         *CURRENT SURVEY CONTROL
 KA0804  ______________________________________________________________________
 KA0804* NAD 83(1986) POSITION- 39 43 08.     (N) 086 52 06.     (W)   SCALED
 KA0804* NAVD 88 ORTHO HEIGHT -   260.301 (meters)      854.00  (feet) ADJUSTED
 KA0804  ______________________________________________________________________
 KA0804  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 KA0804  DYNAMIC HEIGHT  -        260.154 (meters)      853.52  (feet) COMP
 KA0804  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 KA0804
 KA0804  VERT ORDER      -  SECOND    CLASS 0
 KA0804
 KA0804.The horizontal coordinates were scaled from a map and have
 KA0804.an estimated accuracy of +/- 6 seconds.
 KA0804
 KA0804.The orthometric height was determined by differential leveling and
 KA0804.adjusted by the NATIONAL GEODETIC SURVEY
 KA0804.in June 1991.
 KA0804
 KA0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0804.GEOID18 height accuracy estimate available here.
 KA0804
 KA0804.Click photographs - Photos may exist for this station.
 KA0804
 KA0804.The dynamic height is computed by dividing the NAVD 88
 KA0804.geopotential number by the normal gravity value computed on the
 KA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0804.degrees latitude (g = 980.6199 gals.).
 KA0804
 KA0804.The modeled gravity was interpolated from observed gravity values.
 KA0804
 KA0804;                    North         East    Units  Estimated Accuracy
 KA0804;SPC IN W     -   496,330.      918,430.      MT  (+/- 180 meters Scaled)
 KA0804
 KA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112965(NAD 83)
 KA0804
 KA0804                          SUPERSEDED SURVEY CONTROL
 KA0804
 KA0804  NGVD 29 (??/??/92)  260.411  (m)          854.37   (f) ADJ UNCH    2 0
 KA0804
 KA0804.Superseded values are not recommended for survey control.
 KA0804
 KA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0804.See file dsdata.pdf to determine how the superseded data were derived.
 KA0804
 KA0804_MARKER: DB = BENCH MARK DISK
 KA0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0804_SP_SET: BOX CULVERT HEADWALL
 KA0804_STAMPING: R 73 1946
 KA0804_MARK LOGO: CGS
 KA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0804+STABILITY: SURFACE MOTION
 KA0804
 KA0804  HISTORY     - Date     Condition        Report By
 KA0804  HISTORY     - 1946     MONUMENTED       CGS
 KA0804
 KA0804                          STATION DESCRIPTION
 KA0804
 KA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0804'0.5 MI N FROM BRICK CHAPEL.
 KA0804'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE M.E. CHURCH
 KA0804'AND CEMETERY AT BRICK CHAPEL, IN THE EAST HEADWALL OF A 3-FOOT
 KA0804'CONCRETE BOX CULVERT NEAR A SMALL GROVE OF WALNUT TREES ON THE
 KA0804'EAST SIDE OF THE ROAD, 95 FEET NORTHWEST OF THE NORTHWEST CORNER
 KA0804'OF A FARM HOUSE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KA0804'13 FEET NORTHWEST OF A POWER LINE POLE, 1.5 FEET NORTH OF THE
 KA0804'SOUTH END OF THE HEADWALL AND ABOUT 2 FEET LOWER THAN THE CENTER
 KA0804'LINE OF THE ROAD.  A STANDARD DISK, STAMPED R 73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0741 ***********************************************************************
 KA0741  DESIGNATION -  R 74
 KA0741  PID         -  KA0741
 KA0741  STATE/COUNTY-  IN/PUTNAM
 KA0741  COUNTRY     -  US
 KA0741  USGS QUAD   -  ROACHDALE (2019)
 KA0741
 KA0741                         *CURRENT SURVEY CONTROL
 KA0741  ______________________________________________________________________
 KA0741* NAD 83(1986) POSITION- 39 46 35.     (N) 086 48 43.     (W)   SCALED
 KA0741* NAVD 88 ORTHO HEIGHT -   286.084 (meters)      938.59  (feet) ADJUSTED
 KA0741  ______________________________________________________________________
 KA0741  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 KA0741  DYNAMIC HEIGHT  -        285.924 (meters)      938.07  (feet) COMP
 KA0741  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 KA0741
 KA0741  VERT ORDER      -  SECOND    CLASS 0
 KA0741
 KA0741.The horizontal coordinates were scaled from a map and have
 KA0741.an estimated accuracy of +/- 6 seconds.
 KA0741
 KA0741.The orthometric height was determined by differential leveling and
 KA0741.adjusted by the NATIONAL GEODETIC SURVEY
 KA0741.in June 1991.
 KA0741
 KA0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0741.GEOID18 height accuracy estimate available here.
 KA0741
 KA0741.Click photographs - Photos may exist for this station.
 KA0741
 KA0741.The dynamic height is computed by dividing the NAVD 88
 KA0741.geopotential number by the normal gravity value computed on the
 KA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0741.degrees latitude (g = 980.6199 gals.).
 KA0741
 KA0741.The modeled gravity was interpolated from observed gravity values.
 KA0741
 KA0741;                    North         East    Units  Estimated Accuracy
 KA0741;SPC IN W     -   502,730.      923,250.      MT  (+/- 180 meters Scaled)
 KA0741
 KA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK161029(NAD 83)
 KA0741
 KA0741                          SUPERSEDED SURVEY CONTROL
 KA0741
 KA0741  NGVD 29 (??/??/92)  286.189  (m)          938.94   (f) ADJ UNCH    2 0
 KA0741
 KA0741.Superseded values are not recommended for survey control.
 KA0741
 KA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0741.See file dsdata.pdf to determine how the superseded data were derived.
 KA0741
 KA0741_MARKER: DB = BENCH MARK DISK
 KA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0741_STAMPING: R 74 1946
 KA0741_MARK LOGO: CGS
 KA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0741+STABILITY: SURFACE MOTION
 KA0741
 KA0741  HISTORY     - Date     Condition        Report By
 KA0741  HISTORY     - 1946     MONUMENTED       CGS
 KA0741
 KA0741                          STATION DESCRIPTION
 KA0741
 KA0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0741'1.1 MI N FROM BAINBRIDGE.
 KA0741'ABOUT 1.1 MILE NORTH ALONG THE BAINBRIDGE-ROACHDALE ROAD FROM THE
 KA0741'POST OFFICE AT BAINBRIDGE, AT THE JUNCTION WITH A GRAVEL ROAD
 KA0741'LEADING WEST AND AT A SHARP TURN IN THE MAIN ROAD FROM SOUTH TO
 KA0741'EAST, ABOUT 70 YARDS NORTH OF THE NORTH EDGE OF A SMALL LAKE ON THE
 KA0741'WEST SIDE OF THE ROAD, 150 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KA0741'A HOUSE ON THE NORTH SIDE OF THE JUNCTION, 50 FEET SOUTHWEST AND
 KA0741'ACROSS THE PAVED ROAD FROM A POWER LINE POLE NUMBER 215-131, 48
 KA0741'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 22 FEET
 KA0741'WEST OF THE CENTER LINE OF THE MAIN ROAD, 5.5 FEET SOUTHWEST OF A
 KA0741'TELEPHONE POLE, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE, ABOUT
 KA0741'2 FEET FROM A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 KA0741'ROAD.  A STANDARD DISK, STAMPED R 74 1946 AND SET IN THE TOP OF
 KA0741'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0585 ***********************************************************************
 KA0585  DESIGNATION -  R 75
 KA0585  PID         -  KA0585
 KA0585  STATE/COUNTY-  IN/HENDRICKS
 KA0585  COUNTRY     -  US
 KA0585  USGS QUAD   -  NORTH SALEM (2019)
 KA0585
 KA0585                         *CURRENT SURVEY CONTROL
 KA0585  ______________________________________________________________________
 KA0585* NAD 83(2011) POSITION- 39 51 33.72695(N) 086 40 52.00686(W)   ADJUSTED
 KA0585* NAD 83(2011) ELLIP HT-   244.619 (meters)        (02/22/23)   ADJUSTED
 KA0585* NAD 83(2011) EPOCH   -  2010.00
 KA0585* NAVD 88 ORTHO HEIGHT -   277.784 (meters)      911.36  (feet) ADJUSTED
 KA0585  ______________________________________________________________________
 KA0585  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 KA0585  NAD 83(2011) X  -    283,845.187 (meters)                     COMP
 KA0585  NAD 83(2011) Y  - -4,894,694.426 (meters)                     COMP
 KA0585  NAD 83(2011) Z  -  4,066,168.439 (meters)                     COMP
 KA0585  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 KA0585  DYNAMIC HEIGHT  -        277.634 (meters)      910.87  (feet) COMP
 KA0585  MODELED GRAVITY -    980,077.9   (mgal)                       NAVD 88
 KA0585
 KA0585  VERT ORDER      -  SECOND    CLASS 0
 KA0585
 KA0585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0585  Standards:
 KA0585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0585  -------------------------------------------------------------------
 KA0585  NETWORK    0.42   0.90           0.16   0.18   0.46      0.01949339
 KA0585  -------------------------------------------------------------------
 KA0585  Click here for local accuracies and other accuracy information.
 KA0585
 KA0585.The horizontal coordinates were established by GPS observations
 KA0585.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0585
 KA0585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0585.been affixed to the stable North American tectonic plate. See 
 KA0585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0585
 KA0585.The horizontal coordinates are valid at the epoch date displayed above
 KA0585.which is a decimal equivalence of Year/Month/Day.
 KA0585
 KA0585.The orthometric height was determined by differential leveling and
 KA0585.adjusted by the NATIONAL GEODETIC SURVEY
 KA0585.in June 1991.
 KA0585
 KA0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0585.GEOID18 height accuracy estimate available here.
 KA0585
 KA0585.Click photographs - Photos may exist for this station.
 KA0585
 KA0585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0585
 KA0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0585
 KA0585.The ellipsoidal height was determined by GPS observations
 KA0585.and is referenced to NAD 83.
 KA0585
 KA0585.The dynamic height is computed by dividing the NAVD 88
 KA0585.geopotential number by the normal gravity value computed on the
 KA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0585.degrees latitude (g = 980.6199 gals.).
 KA0585
 KA0585.The modeled gravity was interpolated from observed gravity values.
 KA0585
 KA0585. The following values were computed from the NAD 83(2011) position.
 KA0585
 KA0585;                    North         East     Units Scale Factor Converg.
 KA0585;SPC IN W     -   511,980.815   934,416.405   MT  0.99998124   +0 15 28.0
 KA0585;SPC IN W     - 1,679,723.72  3,065,664.49   sFT  0.99998124   +0 15 28.0
 KA0585;UTM  16      - 4,412,197.346   527,275.881   MT  0.99960916   +0 12 15.8
 KA0585
 KA0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0585!SPC IN W     -   0.99996163  x   0.99998124  =   0.99994287
 KA0585!UTM  16      -   0.99996163  x   0.99960916  =   0.99957080
 KA0585
 KA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2727512197(NAD 83)
 KA0585
 KA0585                          SUPERSEDED SURVEY CONTROL
 KA0585
 KA0585  NGVD 29 (??/??/92)  277.894  (m)          911.72   (f) ADJ UNCH    2 0
 KA0585
 KA0585.Superseded values are not recommended for survey control.
 KA0585
 KA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0585.See file dsdata.pdf to determine how the superseded data were derived.
 KA0585
 KA0585_MARKER: DB = BENCH MARK DISK
 KA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0585_STAMPING: R 75 1946
 KA0585_MARK LOGO: CGS
 KA0585_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0585+STABILITY: SURFACE MOTION
 KA0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0585+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2023
 KA0585
 KA0585  HISTORY     - Date     Condition        Report By
 KA0585  HISTORY     - 1946     MONUMENTED       CGS
 KA0585  HISTORY     - 20170603 MARK NOT FOUND   INDOT
 KA0585  HISTORY     - 20180904 GOOD             INDIV
 KA0585  HISTORY     - 20230131 GOOD             INDOT
 KA0585
 KA0585                          STATION DESCRIPTION
 KA0585
 KA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0585'1.7 MI E FROM BARNARD.
 KA0585'ABOUT 1.7 MILE EAST ALONG STATE HIGHWAY 136 FROM THE SCHOOL
 KA0585'BUILDING AT BARNARD, 0.4 MILE EAST OF THE PUTNAM-HENDRICKS COUNTY
 KA0585'LINE, ABOUT 2.1 MILES WEST OF THE CHURCH OF CHRIST AT NORTH SALEM,
 KA0585'22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 KA0585'NORTH AND ACROSS THE HIGHWAY FROM POWER LINE POLE NUMBER 202-132,
 KA0585'17 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 KA0585'THRU A GATE TO A GROUP OF FARM OUTBUILDINGS AT THE SITE OF FARM
 KA0585'HOUSE DESTROYED BY FIRE, 41 FEET NORTHEAST AND ACROSS THE DRIVEWAY
 KA0585'FROM AN 18-INCH HEDGE ROW TREE, 2 FEET NORTHEAST OF A WHITE WOODEN
 KA0585'WITNESS POST, 6 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT
 KA0585'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 75 1946 AND
 KA0585'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0585'GROUND.
 KA0585
 KA0585                          STATION RECOVERY (2017)
 KA0585
 KA0585'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0585'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 KA0585
 KA0585                          STATION RECOVERY (2018)
 KA0585
 KA0585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BLN)
 KA0585'RECOVERED IN GOOD CONDITION.
 KA0585
 KA0585                          STATION RECOVERY (2023)
 KA0585
 KA0585'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0585'THE MARK IS 15 FT (4.6 M) NORTH OF THE EDGE OF PAVEMENT OF COUNTY ROAD
 KA0585'675N.  FLUSH WITH GRADE AND ON THE EAST SIDE OF A PRIVATE DRIVEWAY
 KA0585'ENTRANCE TO RESIDENCE 8380 CR 675N.  MARK IS 5 FT (1.5 M) NORTHEAST OF
 KA0585'A MAILBOX.  MARK IS NOW 58 FT (17.7 M) NORTH-NORTHEAST FROM A UTILITY
 KA0585'POLE WITH TAG 202-131.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0030 ***********************************************************************
 KA0030  DESIGNATION -  R 76
 KA0030  PID         -  KA0030
 KA0030  STATE/COUNTY-  IN/MORGAN
 KA0030  COUNTRY     -  US
 KA0030  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0030
 KA0030                         *CURRENT SURVEY CONTROL
 KA0030  ______________________________________________________________________
 KA0030* NAD 83(1986) POSITION- 39 30 54.     (N) 086 27 31.     (W)   SCALED
 KA0030* NAVD 88 ORTHO HEIGHT -   226.579 (meters)      743.37  (feet) ADJUSTED
 KA0030  ______________________________________________________________________
 KA0030  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KA0030  DYNAMIC HEIGHT  -        226.454 (meters)      742.96  (feet) COMP
 KA0030  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 KA0030
 KA0030  VERT ORDER      -  SECOND    CLASS 0
 KA0030
 KA0030.The horizontal coordinates were scaled from a map and have
 KA0030.an estimated accuracy of +/- 6 seconds.
 KA0030
 KA0030.The orthometric height was determined by differential leveling and
 KA0030.adjusted by the NATIONAL GEODETIC SURVEY
 KA0030.in June 1991.
 KA0030
 KA0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0030.GEOID18 height accuracy estimate available here.
 KA0030
 KA0030.Click photographs - Photos may exist for this station.
 KA0030
 KA0030.The dynamic height is computed by dividing the NAVD 88
 KA0030.geopotential number by the normal gravity value computed on the
 KA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0030.degrees latitude (g = 980.6199 gals.).
 KA0030
 KA0030.The modeled gravity was interpolated from observed gravity values.
 KA0030
 KA0030;                    North         East    Units  Estimated Accuracy
 KA0030;SPC IN W     -   473,860.      953,720.      MT  (+/- 180 meters Scaled)
 KA0030
 KA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ465740(NAD 83)
 KA0030
 KA0030                          SUPERSEDED SURVEY CONTROL
 KA0030
 KA0030  NGVD 29 (??/??/92)  226.702  (m)          743.77   (f) ADJ UNCH    2 0
 KA0030
 KA0030.Superseded values are not recommended for survey control.
 KA0030
 KA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0030.See file dsdata.pdf to determine how the superseded data were derived.
 KA0030
 KA0030_MARKER: DB = BENCH MARK DISK
 KA0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0030_STAMPING: R 76 1946
 KA0030_MARK LOGO: CGS
 KA0030_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0030+STABILITY: SURFACE MOTION
 KA0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0030+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2023
 KA0030
 KA0030  HISTORY     - Date     Condition        Report By
 KA0030  HISTORY     - 1946     MONUMENTED       CGS
 KA0030  HISTORY     - 20230307 POOR             INDOT
 KA0030
 KA0030                          STATION DESCRIPTION
 KA0030
 KA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0030'5 MI S FROM MONROVIA.
 KA0030'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE HIGH
 KA0030'SCHOOL BUILDING AT MONROVIA, 0.5 MILE NORTH OF THE INTERSECTION
 KA0030'OF STATE HIGHWAY 142, AT THE SOUTHEAST CORNER OF THE YARD AT THE
 KA0030'ELKINS FARM, 148 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA0030'HOUSE, 77 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY LEADING
 KA0030'TO THE HOUSE, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3
 KA0030'FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A WHITE WOODEN
 KA0030'WITNESS POST AND ABOUT 2 FEET HIGHER THAN HIGHWAY LEVEL.
 KA0030'A STANDARD DISK STAMPED R 76 1946 AND SET IN THE TOP OF A
 KA0030'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0030
 KA0030                          STATION RECOVERY (2023)
 KA0030
 KA0030'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0030'MARK WAS FOUND LOOSE IN THE GROUND AT 120 SOUTH SHORTRIDGE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0227 ***********************************************************************
 KA0227  DESIGNATION -  R 77
 KA0227  PID         -  KA0227
 KA0227  STATE/COUNTY-  IN/HENDRICKS
 KA0227  COUNTRY     -  US
 KA0227  USGS QUAD   -  FAYETTE (2019)
 KA0227
 KA0227                         *CURRENT SURVEY CONTROL
 KA0227  ______________________________________________________________________
 KA0227* NAD 83(1986) POSITION- 39 53 35.69   (N) 086 23 34.68   (W)   HD_HELD1
 KA0227* NAVD 88 ORTHO HEIGHT -   279.338 (meters)      916.46  (feet) ADJUSTED
 KA0227  ______________________________________________________________________
 KA0227  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 KA0227  DYNAMIC HEIGHT  -        279.184 (meters)      915.96  (feet) COMP
 KA0227  MODELED GRAVITY -    980,069.1   (mgal)                       NAVD 88
 KA0227
 KA0227  VERT ORDER      -  SECOND    CLASS 0
 KA0227
 KA0227.The horizontal coordinates were determined by differentially corrected
 KA0227.hand held GPS observations or other comparable positioning techniques
 KA0227.and have an estimated accuracy of +/- 3 meters.
 KA0227
 KA0227.The orthometric height was determined by differential leveling and
 KA0227.adjusted by the NATIONAL GEODETIC SURVEY
 KA0227.in June 1991.
 KA0227
 KA0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0227.GEOID18 height accuracy estimate available here.
 KA0227
 KA0227.Click photographs - Photos may exist for this station.
 KA0227
 KA0227.The dynamic height is computed by dividing the NAVD 88
 KA0227.geopotential number by the normal gravity value computed on the
 KA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0227.degrees latitude (g = 980.6199 gals.).
 KA0227
 KA0227.The modeled gravity was interpolated from observed gravity values.
 KA0227
 KA0227;                    North         East    Units  Estimated Accuracy
 KA0227;SPC IN W     -   515,893.0     959,043.1     MT  (+/- 3 meters HH1 GPS) 
 KA0227
 KA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5189616085(NAD 83)
 KA0227
 KA0227                          SUPERSEDED SURVEY CONTROL
 KA0227
 KA0227  NGVD 29 (??/??/92)  279.446  (m)          916.82   (f) ADJ UNCH    2 0
 KA0227
 KA0227.Superseded values are not recommended for survey control.
 KA0227
 KA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0227.See file dsdata.pdf to determine how the superseded data were derived.
 KA0227
 KA0227_MARKER: DB = BENCH MARK DISK
 KA0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0227_SP_SET: BUILDING
 KA0227_STAMPING: R 77 1946
 KA0227_MARK LOGO: CGS
 KA0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0227+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 KA0227
 KA0227  HISTORY     - Date     Condition        Report By
 KA0227  HISTORY     - 1946     MONUMENTED       CGS
 KA0227  HISTORY     - 20170404 GOOD             INDIV
 KA0227
 KA0227                          STATION DESCRIPTION
 KA0227
 KA0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0227'2.6 MI S FROM WHITE LICK.
 KA0227'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0227'ROADS AT WHITE LICK, AT BROWN TOWNSHIP SCHOOL, SET VERTICALLY
 KA0227'IN THE EAST FACE OF THE NORTHEAST CORNER OF THE BUILDING, 4.5
 KA0227'FEET ABOVE THE GROUND AND 1.7 FEET SOUTH OF THE CORNER.  A
 KA0227'STANDARD DISK, STAMPED R 77 1946.
 KA0227
 KA0227                          STATION RECOVERY (2017)
 KA0227
 KA0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 KA0227'THE BUILDING IS NOW CORNERSTONE CHRISTIAN CHURCH. THE REST OF THE
 KA0227'DESCRIPTION REMAINS CORRECT. DISK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0084 ***********************************************************************
 KA0084  DESIGNATION -  R 78
 KA0084  PID         -  KA0084
 KA0084  STATE/COUNTY-  IN/BOONE
 KA0084  COUNTRY     -  US
 KA0084  USGS QUAD   -  CARMEL (2019)
 KA0084
 KA0084                         *CURRENT SURVEY CONTROL
 KA0084  ______________________________________________________________________
 KA0084* NAD 83(1986) POSITION- 39 57 32.     (N) 086 14 43.     (W)   SCALED
 KA0084* NAVD 88 ORTHO HEIGHT -   269.688 (meters)      884.80  (feet) ADJUSTED
 KA0084  ______________________________________________________________________
 KA0084  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 KA0084  DYNAMIC HEIGHT  -        269.539 (meters)      884.31  (feet) COMP
 KA0084  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 KA0084
 KA0084  VERT ORDER      -  SECOND    CLASS 0
 KA0084
 KA0084.The horizontal coordinates were scaled from a map and have
 KA0084.an estimated accuracy of +/- 6 seconds.
 KA0084
 KA0084.The orthometric height was determined by differential leveling and
 KA0084.adjusted by the NATIONAL GEODETIC SURVEY
 KA0084.in June 1991.
 KA0084
 KA0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0084.GEOID18 height accuracy estimate available here.
 KA0084
 KA0084.Click photographs - Photos may exist for this station.
 KA0084
 KA0084.The dynamic height is computed by dividing the NAVD 88
 KA0084.geopotential number by the normal gravity value computed on the
 KA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0084.degrees latitude (g = 980.6199 gals.).
 KA0084
 KA0084.The modeled gravity was interpolated from observed gravity values.
 KA0084
 KA0084;                    North         East    Units  Estimated Accuracy
 KA0084;SPC IN W     -   523,290.      971,610.      MT  (+/- 180 meters Scaled)
 KA0084
 KA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK644234(NAD 83)
 KA0084
 KA0084                          SUPERSEDED SURVEY CONTROL
 KA0084
 KA0084  NGVD 29 (??/??/92)  269.804  (m)          885.18   (f) ADJ UNCH    2 0
 KA0084
 KA0084.Superseded values are not recommended for survey control.
 KA0084
 KA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0084.See file dsdata.pdf to determine how the superseded data were derived.
 KA0084
 KA0084_MARKER: DB = BENCH MARK DISK
 KA0084_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0084_SP_SET: BOX CULVERT HEADWALL
 KA0084_STAMPING: R 78 1946
 KA0084_MARK LOGO: CGS
 KA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0084+STABILITY: SURFACE MOTION
 KA0084
 KA0084  HISTORY     - Date     Condition        Report By
 KA0084  HISTORY     - 1946     MONUMENTED       CGS
 KA0084  HISTORY     - 1988     GOOD             USPSQD
 KA0084  HISTORY     - 20221006 MARK NOT FOUND   IN-057
 KA0084
 KA0084                          STATION DESCRIPTION
 KA0084
 KA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0084'AT EAGLE VILLAGE.
 KA0084'AT EAGLE VILLAGE, ABOUT 0.25 MILE NORTHWEST OF THE INTERSECTION
 KA0084'WITH STATE HIGHWAY 334, ALONG STATE HIGHWAY 29, SET IN THE TOP
 KA0084'OF THE CENTER OF THE NORTHEAST HEADWALL OF A 3-FOOT CONCRETE
 KA0084'BOX CULVERT, 26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KA0084'AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 KA0084'DISK, STAMPED R 78 1946.
 KA0084
 KA0084                          STATION RECOVERY (1988)
 KA0084
 KA0084'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJH)
 KA0084'RECOVERED IN GOOD CONDITION.
 KA0084
 KA0084                          STATION RECOVERY (2022)
 KA0084
 KA0084'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 KA0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0221 ***********************************************************************
 KA0221  DESIGNATION -  R 79
 KA0221  PID         -  KA0221
 KA0221  STATE/COUNTY-  IN/HAMILTON
 KA0221  COUNTRY     -  US
 KA0221  USGS QUAD   -  CARMEL (2019)
 KA0221
 KA0221                         *CURRENT SURVEY CONTROL
 KA0221  ______________________________________________________________________
 KA0221* NAD 83(1986) POSITION- 39 55 36.     (N) 086 10 19.     (W)   SCALED
 KA0221* NAVD 88 ORTHO HEIGHT -   243.218 (meters)      797.96  (feet) ADJUSTED
 KA0221  ______________________________________________________________________
 KA0221  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 KA0221  DYNAMIC HEIGHT  -        243.083 (meters)      797.51  (feet) COMP
 KA0221  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA0221
 KA0221  VERT ORDER      -  SECOND    CLASS 0
 KA0221
 KA0221.The horizontal coordinates were scaled from a map and have
 KA0221.an estimated accuracy of +/- 6 seconds.
 KA0221
 KA0221.The orthometric height was determined by differential leveling and
 KA0221.adjusted by the NATIONAL GEODETIC SURVEY
 KA0221.in June 1991.
 KA0221
 KA0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0221.GEOID18 height accuracy estimate available here.
 KA0221
 KA0221.Click photographs - Photos may exist for this station.
 KA0221
 KA0221.The dynamic height is computed by dividing the NAVD 88
 KA0221.geopotential number by the normal gravity value computed on the
 KA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0221.degrees latitude (g = 980.6199 gals.).
 KA0221
 KA0221.The modeled gravity was interpolated from observed gravity values.
 KA0221
 KA0221;                    North         East    Units  Estimated Accuracy
 KA0221;SPC IN E     -   519,500.       56,810.      MT  (+/- 180 meters Scaled)
 KA0221
 KA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK707199(NAD 83)
 KA0221
 KA0221                          SUPERSEDED SURVEY CONTROL
 KA0221
 KA0221  NGVD 29 (??/??/92)  243.34   (m)          798.4    (f) COMPUTED    2 0
 KA0221
 KA0221.Superseded values are not recommended for survey control.
 KA0221
 KA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0221.See file dsdata.pdf to determine how the superseded data were derived.
 KA0221
 KA0221_MARKER: DB = BENCH MARK DISK
 KA0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0221_SP_SET: BRIDGE
 KA0221_STAMPING: R 79 1946
 KA0221_MARK LOGO: CGS
 KA0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0221
 KA0221  HISTORY     - Date     Condition        Report By
 KA0221  HISTORY     - 1946     MONUMENTED       CGS
 KA0221  HISTORY     - 1968     MARK NOT FOUND   INHD
 KA0221
 KA0221                          STATION DESCRIPTION
 KA0221
 KA0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0221'5.4 MI SW FROM CARMEL.
 KA0221'ABOUT 3.5 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0221'LOUISVILLE, RAILWAY FROM THE STATION AT CARMEL, THENCE 1.85
 KA0221'MILES WEST ALONG THE HAMILTON-MARION COUNTY LINE ROAD, SET IN
 KA0221'THE TOP OF THE NORTHEAST CORNER OF THE BASE OF THE CONCRETE
 KA0221'RAILING OF A 60-FOOT CONCRETE ARCH BRIDGE OVER WILLIAMS CREEK,
 KA0221'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 0.5 FOOT
 KA0221'ABOVE THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED R 79 1946.
 KA0221
 KA0221                          STATION RECOVERY (1968)
 KA0221
 KA0221'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 KA0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0201 ***********************************************************************
 KA0201  DESIGNATION -  R 80
 KA0201  PID         -  KA0201
 KA0201  STATE/COUNTY-  IN/BOONE
 KA0201  COUNTRY     -  US
 KA0201  USGS QUAD   -  FAYETTE (2019)
 KA0201
 KA0201                         *CURRENT SURVEY CONTROL
 KA0201  ______________________________________________________________________
 KA0201* NAD 83(1986) POSITION- 39 58 20.     (N) 086 29 52.     (W)   SCALED
 KA0201* NAVD 88 ORTHO HEIGHT -   286.991 (meters)      941.57  (feet) ADJUSTED
 KA0201  ______________________________________________________________________
 KA0201  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 KA0201  DYNAMIC HEIGHT  -        286.833 (meters)      941.05  (feet) COMP
 KA0201  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 KA0201
 KA0201  VERT ORDER      -  SECOND    CLASS 0
 KA0201
 KA0201.The horizontal coordinates were scaled from a map and have
 KA0201.an estimated accuracy of +/- 6 seconds.
 KA0201
 KA0201.The orthometric height was determined by differential leveling and
 KA0201.adjusted by the NATIONAL GEODETIC SURVEY
 KA0201.in June 1991.
 KA0201
 KA0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0201.GEOID18 height accuracy estimate available here.
 KA0201
 KA0201.Click photographs - Photos may exist for this station.
 KA0201
 KA0201.The dynamic height is computed by dividing the NAVD 88
 KA0201.geopotential number by the normal gravity value computed on the
 KA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0201.degrees latitude (g = 980.6199 gals.).
 KA0201
 KA0201.The modeled gravity was interpolated from observed gravity values.
 KA0201
 KA0201;                    North         East    Units  Estimated Accuracy
 KA0201;SPC IN W     -   524,600.      950,020.      MT  (+/- 180 meters Scaled)
 KA0201
 KA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK428247(NAD 83)
 KA0201
 KA0201                          SUPERSEDED SURVEY CONTROL
 KA0201
 KA0201  NGVD 29 (??/??/92)  287.094  (m)          941.91   (f) ADJ UNCH    2 0
 KA0201
 KA0201.Superseded values are not recommended for survey control.
 KA0201
 KA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0201.See file dsdata.pdf to determine how the superseded data were derived.
 KA0201
 KA0201_MARKER: DB = BENCH MARK DISK
 KA0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0201_SP_SET: BRIDGE
 KA0201_STAMPING: R 80 1946
 KA0201_MARK LOGO: CGS
 KA0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0201
 KA0201  HISTORY     - Date     Condition        Report By
 KA0201  HISTORY     - 1946     MONUMENTED       CGS
 KA0201  HISTORY     - 1963     MARK NOT FOUND   USGS
 KA0201
 KA0201                          STATION DESCRIPTION
 KA0201
 KA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0201'0.2 MI S FROM MILLEDGEVILLE.
 KA0201'AT MILLEDGEVILLE, ABOUT 0.15 MILE SOUTH OF THE CROSS ROADS, 0.45
 KA0201'MILE NORTHEAST OF THE JUNCTION WITH A GRAVEL ROAD LEADING EAST,
 KA0201'0.1 MILE NORTH OF AN ABANDONED BRICK SCHOOL BUILDING, SET
 KA0201'IN THE TOP OF THE SOUTHEAST WINGWALL OF A 10-FOOT CONCRETE
 KA0201'BRIDGE, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 KA0201'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 80 1946.
 KA0201
 KA0201                          STATION RECOVERY (1963)
 KA0201
 KA0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KA0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1229 ***********************************************************************
 KA1229  DESIGNATION -  R 81
 KA1229  PID         -  KA1229
 KA1229  STATE/COUNTY-  IN/VIGO
 KA1229  COUNTRY     -  US
 KA1229  USGS QUAD   -  SEELYVILLE (2019)
 KA1229
 KA1229                         *CURRENT SURVEY CONTROL
 KA1229  ______________________________________________________________________
 KA1229* NAD 83(1986) POSITION- 39 24 06.     (N) 087 19 17.     (W)   SCALED
 KA1229* NAVD 88 ORTHO HEIGHT -   159.507 (meters)      523.32  (feet) ADJUSTED
 KA1229  ______________________________________________________________________
 KA1229  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1229  DYNAMIC HEIGHT  -        159.416 (meters)      523.02  (feet) COMP
 KA1229  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA1229
 KA1229  VERT ORDER      -  FIRST     CLASS II
 KA1229
 KA1229.The horizontal coordinates were scaled from a map and have
 KA1229.an estimated accuracy of +/- 6 seconds.
 KA1229
 KA1229.The orthometric height was determined by differential leveling and
 KA1229.adjusted by the NATIONAL GEODETIC SURVEY
 KA1229.in June 1991.
 KA1229
 KA1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1229.GEOID18 height accuracy estimate available here.
 KA1229
 KA1229.Click photographs - Photos may exist for this station.
 KA1229
 KA1229.The dynamic height is computed by dividing the NAVD 88
 KA1229.geopotential number by the normal gravity value computed on the
 KA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1229.degrees latitude (g = 980.6199 gals.).
 KA1229
 KA1229.The modeled gravity was interpolated from observed gravity values.
 KA1229
 KA1229;                    North         East    Units  Estimated Accuracy
 KA1229;SPC IN W     -   461,120.      879,500.      MT  (+/- 180 meters Scaled)
 KA1229
 KA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ723614(NAD 83)
 KA1229
 KA1229                          SUPERSEDED SURVEY CONTROL
 KA1229
 KA1229  NGVD 29 (??/??/92)  159.617  (m)          523.68   (f) ADJ UNCH    1 2
 KA1229
 KA1229.Superseded values are not recommended for survey control.
 KA1229
 KA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1229.See file dsdata.pdf to determine how the superseded data were derived.
 KA1229
 KA1229_MARKER: DB = BENCH MARK DISK
 KA1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1229_STAMPING: R 81 1946
 KA1229_MARK LOGO: CGS
 KA1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1229+STABILITY: SURFACE MOTION
 KA1229
 KA1229  HISTORY     - Date     Condition        Report By
 KA1229  HISTORY     - 1946     MONUMENTED       CGS
 KA1229  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1229
 KA1229                          STATION DESCRIPTION
 KA1229
 KA1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1229'1.6 MI W FROM RILEY.
 KA1229'ABOUT 1.6 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1229'POST OFFICE AT RILEY, AT A CROSS ROAD, ABOUT 125 YARDS SOUTHWEST
 KA1229'OF THE CENTER LINE OF THE NEW HIGHWAY 46, 144 FEET NORTHWEST OF
 KA1229'THE CENTER OF THE CROSSROAD, 56 FEET NORTHEAST OF POLE 8/37, 75
 KA1229'FEET NORTHEAST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF
 KA1229'THE TRACK, 34 FEET SOUTHWEST OF THE CENTER LINE OF OLD HIGHWAY
 KA1229'46, 7.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 5308, AND 2 FEET
 KA1229'FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1229'R 81 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1229'INCHES ABOVE GROUND.
 KA1229
 KA1229                          STATION RECOVERY (1985)
 KA1229
 KA1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1198 ***********************************************************************
 KA1198  DESIGNATION -  R 82
 KA1198  PID         -  KA1198
 KA1198  STATE/COUNTY-  IN/OWEN
 KA1198  COUNTRY     -  US
 KA1198  USGS QUAD   -  COAL CITY (2019)
 KA1198
 KA1198                         *CURRENT SURVEY CONTROL
 KA1198  ______________________________________________________________________
 KA1198* NAD 83(1986) POSITION- 39 13 01.     (N) 087 02 20.     (W)   SCALED
 KA1198* NAVD 88 ORTHO HEIGHT -   197.299 (meters)      647.31  (feet) POSTED
 KA1198  ______________________________________________________________________
 KA1198  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1198  DYNAMIC HEIGHT  -        197.18  (meters)      646.9   (feet) COMP
 KA1198  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 KA1198
 KA1198  VERT ORDER      -  * POSTED, SEE BELOW
 KA1198
 KA1198.The horizontal coordinates were scaled from a map and have
 KA1198.an estimated accuracy of +/- 6 seconds.
 KA1198
 KA1198.The orthometric height was determined by differential leveling
 KA1198.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1198
 KA1198.* This is a POSTED BENCH MARK height.
 KA1198
 KA1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1198.GEOID18 height accuracy estimate available here.
 KA1198
 KA1198.Click photographs - Photos may exist for this station.
 KA1198
 KA1198.The dynamic height is computed by dividing the NAVD 88
 KA1198.geopotential number by the normal gravity value computed on the
 KA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1198.degrees latitude (g = 980.6199 gals.).
 KA1198
 KA1198.The modeled gravity was interpolated from observed gravity values.
 KA1198
 KA1198;                    North         East    Units  Estimated Accuracy
 KA1198;SPC IN W     -   440,580.      903,840.      MT  (+/- 180 meters Scaled)
 KA1198
 KA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ966408(NAD 83)
 KA1198
 KA1198                          SUPERSEDED SURVEY CONTROL
 KA1198
 KA1198  NGVD 29 (??/??/92)  197.419  (m)          647.70   (f) ADJ UNCH    1 2
 KA1198
 KA1198.Superseded values are not recommended for survey control.
 KA1198
 KA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1198.See file dsdata.pdf to determine how the superseded data were derived.
 KA1198
 KA1198_MARKER: DB = BENCH MARK DISK
 KA1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1198_STAMPING: R 82 1946
 KA1198_MARK LOGO: CGS
 KA1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1198+STABILITY: SURFACE MOTION
 KA1198
 KA1198  HISTORY     - Date     Condition        Report By
 KA1198  HISTORY     - 1946     MONUMENTED       CGS
 KA1198  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1198
 KA1198                          STATION DESCRIPTION
 KA1198
 KA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1198'1 MI SE FROM COAL CITY.
 KA1198'ABOUT 1.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1198'FROM THE STATION AT COAL CITY, ABOUT 0.1 MILE NORTHEAST OF A ROAD
 KA1198'CROSSING, 24 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 KA1198'LINE OF THE TRACK, 22 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KA1198'HIGHWAY 157, 2.4 FEET NORTHEAST OF MILE POST 32, AND 2 FEET
 KA1198'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1198'STAMPED R 82 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1198'4 INCHES ABOVE GROUND.
 KA1198
 KA1198                          STATION RECOVERY (1985)
 KA1198
 KA1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1198'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0524 ***********************************************************************
 KA0524  DESIGNATION -  R 83
 KA0524  PID         -  KA0524
 KA0524  STATE/COUNTY-  IN/OWEN
 KA0524  COUNTRY     -  US
 KA0524  USGS QUAD   -  POLAND (2019)
 KA0524
 KA0524                         *CURRENT SURVEY CONTROL
 KA0524  ______________________________________________________________________
 KA0524* NAD 83(1986) POSITION- 39 24 34.     (N) 086 53 19.     (W)   SCALED
 KA0524* NAVD 88 ORTHO HEIGHT -   231.955 (meters)      761.01  (feet) ADJUSTED
 KA0524  ______________________________________________________________________
 KA0524  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KA0524  DYNAMIC HEIGHT  -        231.820 (meters)      760.56  (feet) COMP
 KA0524  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 KA0524
 KA0524  VERT ORDER      -  SECOND    CLASS 0
 KA0524
 KA0524.The horizontal coordinates were scaled from a map and have
 KA0524.an estimated accuracy of +/- 6 seconds.
 KA0524
 KA0524.The orthometric height was determined by differential leveling and
 KA0524.adjusted by the NATIONAL GEODETIC SURVEY
 KA0524.in June 1991.
 KA0524
 KA0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0524.GEOID18 height accuracy estimate available here.
 KA0524
 KA0524.Click photographs - Photos may exist for this station.
 KA0524
 KA0524.The dynamic height is computed by dividing the NAVD 88
 KA0524.geopotential number by the normal gravity value computed on the
 KA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0524.degrees latitude (g = 980.6199 gals.).
 KA0524
 KA0524.The modeled gravity was interpolated from observed gravity values.
 KA0524
 KA0524;                    North         East    Units  Estimated Accuracy
 KA0524;SPC IN W     -   461,970.      916,770.      MT  (+/- 180 meters Scaled)
 KA0524
 KA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ095622(NAD 83)
 KA0524
 KA0524                          SUPERSEDED SURVEY CONTROL
 KA0524
 KA0524  NGVD 29 (??/??/92)  232.073  (m)          761.39   (f) ADJ UNCH    2 0
 KA0524
 KA0524.Superseded values are not recommended for survey control.
 KA0524
 KA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0524.See file dsdata.pdf to determine how the superseded data were derived.
 KA0524
 KA0524_MARKER: DB = BENCH MARK DISK
 KA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0524_STAMPING: R 83 1946
 KA0524_MARK LOGO: CGS
 KA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0524+STABILITY: SURFACE MOTION
 KA0524
 KA0524  HISTORY     - Date     Condition        Report By
 KA0524  HISTORY     - 1946     MONUMENTED       CGS
 KA0524
 KA0524                          STATION DESCRIPTION
 KA0524
 KA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0524'2.2 MI NE FROM JORDAN.
 KA0524'ABOUT 2.25 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO
 KA0524'CATARACT VIA MOUNT PLEASANT (BUCKSKIN) M.E. CHURCH FROM THE COMMUNITY
 KA0524'PRESBYTERIAN CHURCH AT JORDAN, 72 FEET NORTHEAST OF THE CENTER OF
 KA0524'THE JUNCTION OF A ROAD LEADING WEST, 147 FEET EAST AND ACROSS THE
 KA0524'ROAD FROM THE CENTER OF A WELL AT THE NORTH SIDE OF A SMALL FRAME
 KA0524'HOUSE, 20.5 FEET NORTH OF A 26 INCH MAPLE TREE IN THE FENCE LINE,
 KA0524'16 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE MAIN
 KA0524'ROAD, 4 FEET EAST OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE
 KA0524'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 83 1946 AND SET IN
 KA0524'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1194 ***********************************************************************
 KA1194  DESIGNATION -  R 84
 KA1194  PID         -  KA1194
 KA1194  STATE/COUNTY-  IN/OWEN
 KA1194  COUNTRY     -  US
 KA1194  USGS QUAD   -  COAL CITY (2019)
 KA1194
 KA1194                         *CURRENT SURVEY CONTROL
 KA1194  ______________________________________________________________________
 KA1194* NAD 83(1986) POSITION- 39 10 55.     (N) 087 00 44.     (W)   SCALED
 KA1194* NAVD 88 ORTHO HEIGHT -   158.843 (meters)      521.14  (feet) POSTED
 KA1194  ______________________________________________________________________
 KA1194  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KA1194  DYNAMIC HEIGHT  -        158.75  (meters)      520.8   (feet) COMP
 KA1194  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 KA1194
 KA1194  VERT ORDER      -  * POSTED, SEE BELOW
 KA1194
 KA1194.The horizontal coordinates were scaled from a map and have
 KA1194.an estimated accuracy of +/- 6 seconds.
 KA1194
 KA1194.The orthometric height was determined by differential leveling
 KA1194.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA1194
 KA1194.* This is a POSTED BENCH MARK height.
 KA1194
 KA1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1194.GEOID18 height accuracy estimate available here.
 KA1194
 KA1194.Click photographs - Photos may exist for this station.
 KA1194
 KA1194.The dynamic height is computed by dividing the NAVD 88
 KA1194.geopotential number by the normal gravity value computed on the
 KA1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1194.degrees latitude (g = 980.6199 gals.).
 KA1194
 KA1194.The modeled gravity was interpolated from observed gravity values.
 KA1194
 KA1194;                    North         East    Units  Estimated Accuracy
 KA1194;SPC IN W     -   436,700.      906,140.      MT  (+/- 180 meters Scaled)
 KA1194
 KA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ989369(NAD 83)
 KA1194
 KA1194                          SUPERSEDED SURVEY CONTROL
 KA1194
 KA1194  NGVD 29 (??/??/92)  158.971  (m)          521.56   (f) ADJ UNCH    1 2
 KA1194
 KA1194.Superseded values are not recommended for survey control.
 KA1194
 KA1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1194.See file dsdata.pdf to determine how the superseded data were derived.
 KA1194
 KA1194_MARKER: DB = BENCH MARK DISK
 KA1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1194_STAMPING: R 84 1946
 KA1194_MARK LOGO: CGS
 KA1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1194+STABILITY: SURFACE MOTION
 KA1194
 KA1194  HISTORY     - Date     Condition        Report By
 KA1194  HISTORY     - 1946     MONUMENTED       CGS
 KA1194  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1194
 KA1194                          STATION DESCRIPTION
 KA1194
 KA1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1194'3.9 MI SE FROM COAL CITY.
 KA1194'ABOUT 3.9 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA1194'FROM THE STATION AT COAL CITY, AT THE CROSSING OF STATE HIGHWAY
 KA1194'157, 44 FEET NORTH OF POLE NO. 34/36, 32.5 FEET EAST OF THE CENTER
 KA1194'LINE OF THE CROSSING, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 KA1194'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1194'STAMPED R 84 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1194'4 INCHES ABOVE GROUND.
 KA1194
 KA1194                          STATION RECOVERY (1985)
 KA1194
 KA1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1034 ***********************************************************************
 KA1034  DESIGNATION -  R 85
 KA1034  PID         -  KA1034
 KA1034  STATE/COUNTY-  IN/PARKE
 KA1034  COUNTRY     -  US
 KA1034  USGS QUAD   -  MECCA (2019)
 KA1034
 KA1034                         *CURRENT SURVEY CONTROL
 KA1034  ______________________________________________________________________
 KA1034* NAD 83(1986) POSITION- 39 42 35.     (N) 087 19 28.     (W)   SCALED
 KA1034* NAVD 88 ORTHO HEIGHT -   154.306 (meters)      506.25  (feet) ADJUSTED
 KA1034  ______________________________________________________________________
 KA1034  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 KA1034  DYNAMIC HEIGHT  -        154.219 (meters)      505.97  (feet) COMP
 KA1034  MODELED GRAVITY -    980,060.8   (mgal)                       NAVD 88
 KA1034
 KA1034  VERT ORDER      -  SECOND    CLASS 0
 KA1034
 KA1034.The horizontal coordinates were scaled from a map and have
 KA1034.an estimated accuracy of +/- 6 seconds.
 KA1034
 KA1034.The orthometric height was determined by differential leveling and
 KA1034.adjusted by the NATIONAL GEODETIC SURVEY
 KA1034.in June 1991.
 KA1034
 KA1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1034.GEOID18 height accuracy estimate available here.
 KA1034
 KA1034.Click photographs - Photos may exist for this station.
 KA1034
 KA1034.The dynamic height is computed by dividing the NAVD 88
 KA1034.geopotential number by the normal gravity value computed on the
 KA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1034.degrees latitude (g = 980.6199 gals.).
 KA1034
 KA1034.The modeled gravity was interpolated from observed gravity values.
 KA1034
 KA1034;                    North         East    Units  Estimated Accuracy
 KA1034;SPC IN W     -   495,320.      879,320.      MT  (+/- 180 meters Scaled)
 KA1034
 KA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ721955(NAD 83)
 KA1034
 KA1034                          SUPERSEDED SURVEY CONTROL
 KA1034
 KA1034  NGVD 29 (??/??/92)  154.410  (m)          506.59   (f) ADJ UNCH    2 0
 KA1034
 KA1034.Superseded values are not recommended for survey control.
 KA1034
 KA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1034.See file dsdata.pdf to determine how the superseded data were derived.
 KA1034
 KA1034_MARKER: DB = BENCH MARK DISK
 KA1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1034_SP_SET: BRIDGE
 KA1034_STAMPING: R 85 1946
 KA1034_MARK LOGO: CGS
 KA1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1034
 KA1034  HISTORY     - Date     Condition        Report By
 KA1034  HISTORY     - 1946     MONUMENTED       CGS
 KA1034
 KA1034                          STATION DESCRIPTION
 KA1034
 KA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1034'6.6 MI SW FROM ROCKVILLE.
 KA1034'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA1034'AT ROCKVILLE, THENCE ABOUT 6.3 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KA1034'41, ABOUT 0.25 MILE NORTHEAST OF THE RACCOON STANDARD SERVICE
 KA1034'STATION AND CAFE, ABOUT 0.25 MILE NORTHEAST OF THE CROSSING OF
 KA1034'THE BALTIMORE AND OHIO RAILROAD, SET IN THE TOP OF THE NORTHEAST
 KA1034'END OF THE NORTHWEST CONCRETE BANISTER AT THE SOUTHWEST END OF A
 KA1034'290 FOOT CONCRETE AND STEEL BRIDGE OVER RACCOON CREEK, 13.5
 KA1034'FEET NORTHWEST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE
 KA1034'HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED FROM THE EAST END OF
 KA1034'THE WABASH RIVER BRIDGE ALONG STATE HIGHWAY 63 AT CLINTON BY
 KA1034'GOING 0.95 MILE EAST ALONG STATE HIGHWAY 63, THENCE ABOUT 4.85
 KA1034'MILE NORTHEAST ALONG U.S. HIGHWAY 41.  A STANDARD DISK, STAMPED
 KA1034'R 85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0236 ***********************************************************************
 KA0236  DESIGNATION -  R 86
 KA0236  PID         -  KA0236
 KA0236  STATE/COUNTY-  IN/HENDRICKS
 KA0236  COUNTRY     -  US
 KA0236  USGS QUAD   -  BROWNSBURG (2019)
 KA0236
 KA0236                         *CURRENT SURVEY CONTROL
 KA0236  ______________________________________________________________________
 KA0236* NAD 83(1986) POSITION- 39 47 05.15   (N) 086 24 00.53   (W)   HD_HELD1
 KA0236* NAVD 88 ORTHO HEIGHT -   259.393 (meters)      851.03  (feet) ADJUSTED
 KA0236  ______________________________________________________________________
 KA0236  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 KA0236  DYNAMIC HEIGHT  -        259.252 (meters)      850.56  (feet) COMP
 KA0236  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 KA0236
 KA0236  VERT ORDER      -  SECOND    CLASS 0
 KA0236
 KA0236.The horizontal coordinates were determined by differentially corrected
 KA0236.hand held GPS observations or other comparable positioning techniques
 KA0236.and have an estimated accuracy of +/- 3 meters.
 KA0236
 KA0236.The orthometric height was determined by differential leveling and
 KA0236.adjusted by the NATIONAL GEODETIC SURVEY
 KA0236.in June 1991.
 KA0236
 KA0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0236.GEOID18 height accuracy estimate available here.
 KA0236
 KA0236.Click photographs - Photos may exist for this station.
 KA0236
 KA0236.The dynamic height is computed by dividing the NAVD 88
 KA0236.geopotential number by the normal gravity value computed on the
 KA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0236.degrees latitude (g = 980.6199 gals.).
 KA0236
 KA0236.The modeled gravity was interpolated from observed gravity values.
 KA0236
 KA0236;                    North         East    Units  Estimated Accuracy
 KA0236;SPC IN W     -   503,843.5     958,521.0     MT  (+/- 3 meters HH1 GPS) 
 KA0236
 KA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5136304040(NAD 83)
 KA0236
 KA0236                          SUPERSEDED SURVEY CONTROL
 KA0236
 KA0236  NGVD 29 (??/??/92)  259.506  (m)          851.40   (f) ADJ UNCH    2 0
 KA0236
 KA0236.Superseded values are not recommended for survey control.
 KA0236
 KA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0236.See file dsdata.pdf to determine how the superseded data were derived.
 KA0236
 KA0236_MARKER: DB = BENCH MARK DISK
 KA0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0236_STAMPING: R 86 1946
 KA0236_MARK LOGO: CGS
 KA0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0236+STABILITY: SURFACE MOTION
 KA0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0236+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 KA0236
 KA0236  HISTORY     - Date     Condition        Report By
 KA0236  HISTORY     - 1946     MONUMENTED       CGS
 KA0236  HISTORY     - 1974     GOOD             NGS
 KA0236  HISTORY     - 1978     GOOD             LOCSUR
 KA0236  HISTORY     - 20101115 GOOD             INDIV
 KA0236
 KA0236                          STATION DESCRIPTION
 KA0236
 KA0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0236'1.5 MI N FROM AVON.
 KA0236'ABOUT 1.5 MILE NORTH ALONG THE BROWNSBURG-AVON ROAD FROM THE
 KA0236'INTERSECTION WITH U.S. HIGHWAY 36 AT AVON, 0.3 MILE NORTH OF
 KA0236'THE INTERSECTION WITH AN EAST-WEST MACADAM ROAD, ABOUT 200
 KA0236'FEET NORTH OF A CONCRETE CULVERT, 40 FEET SOUTHEAST OF A POPLAR
 KA0236'TREE ON THE EAST RIGHT-OF-WAY, 59 FEET SOUTHEAST AND ACROSS
 KA0236'THE ROAD FROM POWER LINE POLE 65-085, 23 FEET EAST OF THE CENTER
 KA0236'LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER LINE OF A GATE
 KA0236'ACROSS A FIELD ENTRANCE ROAD LEADING EAST, ABOUT 16 FEET NORTH
 KA0236'OF A T FENCE CORNER, 7 FEET NORTHEAST OF THE EAST END OF THE
 KA0236'NORTH CONCRETE HEADWALL OF A 12-INCH CORRUGATED STEEL CULVERT
 KA0236'UNDER THE FIELD ENTRANCE ROAD, 1 1/2 FOOT SOUTH OF A WHITE
 KA0236'WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN ROAD LEVEL.
 KA0236'A STANDARD DISK, STAMPED R 86 1946 AND SET IN THE TOP OF A
 KA0236'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0236
 KA0236                          STATION RECOVERY (1974)
 KA0236
 KA0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KA0236'RECOVERED IN GOOD CONDITION.
 KA0236
 KA0236                          STATION RECOVERY (1978)
 KA0236
 KA0236'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0236'RECOVERED IN GOOD CONDITION.
 KA0236
 KA0236                          STATION RECOVERY (2010)
 KA0236
 KA0236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 KA0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0806 ***********************************************************************
 LB0806  DESIGNATION -  R 87
 LB0806  PID         -  LB0806
 LB0806  STATE/COUNTY-  IN/MONTGOMERY
 LB0806  COUNTRY     -  US
 LB0806  USGS QUAD   -  DARLINGTON (2019)
 LB0806
 LB0806                         *CURRENT SURVEY CONTROL
 LB0806  ______________________________________________________________________
 LB0806* NAD 83(1986) POSITION- 40 06 43.82   (N) 086 48 49.62   (W)   HD_HELD1
 LB0806* NAVD 88 ORTHO HEIGHT -   239.062 (meters)      784.32  (feet) ADJUSTED
 LB0806  ______________________________________________________________________
 LB0806  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 LB0806  DYNAMIC HEIGHT  -        238.934 (meters)      783.90  (feet) COMP
 LB0806  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 LB0806
 LB0806  VERT ORDER      -  SECOND    CLASS 0
 LB0806
 LB0806.The horizontal coordinates were determined by differentially corrected
 LB0806.hand held GPS observations or other comparable positioning techniques
 LB0806.and have an estimated accuracy of +/- 3 meters.
 LB0806
 LB0806.The orthometric height was determined by differential leveling and
 LB0806.adjusted by the NATIONAL GEODETIC SURVEY
 LB0806.in June 1991.
 LB0806
 LB0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0806.GEOID18 height accuracy estimate available here.
 LB0806
 LB0806.Click photographs - Photos may exist for this station.
 LB0806
 LB0806.The dynamic height is computed by dividing the NAVD 88
 LB0806.geopotential number by the normal gravity value computed on the
 LB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0806.degrees latitude (g = 980.6199 gals.).
 LB0806
 LB0806.The modeled gravity was interpolated from observed gravity values.
 LB0806
 LB0806;                    North         East    Units  Estimated Accuracy
 LB0806;SPC IN W     -   540,007.2     922,979.5     MT  (+/- 3 meters HH1 GPS) 
 LB0806
 LB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1586940223(NAD 83)
 LB0806
 LB0806                          SUPERSEDED SURVEY CONTROL
 LB0806
 LB0806  NGVD 29 (??/??/92)  239.154  (m)          784.62   (f) ADJ UNCH    2 0
 LB0806
 LB0806.Superseded values are not recommended for survey control.
 LB0806
 LB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0806.See file dsdata.pdf to determine how the superseded data were derived.
 LB0806
 LB0806_MARKER: DB = BENCH MARK DISK
 LB0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0806_STAMPING: R 87 1946
 LB0806_MARK LOGO: CGS
 LB0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0806+STABILITY: SURFACE MOTION
 LB0806
 LB0806  HISTORY     - Date     Condition        Report By
 LB0806  HISTORY     - 1946     MONUMENTED       CGS
 LB0806
 LB0806                          STATION DESCRIPTION
 LB0806
 LB0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0806'2.1 MI NW FROM DARLINGTON.
 LB0806'ABOUT 1.0 MILE WEST AND NORTH ALONG A PAVED ROAD FROM THE
 LB0806'PENNSYLVANIA RAILROAD STATION AT DARLINGTON, THENCE ABOUT 1.1
 LB0806'MILES WEST ALONG A BLACK TOP ROAD, 60 FEET NORTHWEST OF THE
 LB0806'NORTHWEST CORNER OF A TILE HOUSE, 29 FEET SOUTH OF AND ABOUT
 LB0806'LEVEL WITH THE CENTER LINE OF THE ROAD, 26 FEET WEST OF THE
 LB0806'CENTER OF A GRAVEL DRIVE, 5 FEET SOUTHEAST OF A FENCE CORNER
 LB0806'POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LB0806'DISK, STAMPED R 87 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0806'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0801 ***********************************************************************
 LB0801  DESIGNATION -  R 88
 LB0801  PID         -  LB0801
 LB0801  STATE/COUNTY-  IN/TIPPECANOE
 LB0801  COUNTRY     -  US
 LB0801  USGS QUAD   -  ROMNEY (2019)
 LB0801
 LB0801                         *CURRENT SURVEY CONTROL
 LB0801  ______________________________________________________________________
 LB0801* NAD 83(1986) POSITION- 40 15 30.     (N) 086 55 57.     (W)   SCALED
 LB0801* NAVD 88 ORTHO HEIGHT -   224.922 (meters)      737.93  (feet) ADJUSTED
 LB0801  ______________________________________________________________________
 LB0801  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 LB0801  DYNAMIC HEIGHT  -        224.807 (meters)      737.55  (feet) COMP
 LB0801  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 LB0801
 LB0801  VERT ORDER      -  SECOND    CLASS 0
 LB0801
 LB0801.The horizontal coordinates were scaled from a map and have
 LB0801.an estimated accuracy of +/- 6 seconds.
 LB0801
 LB0801.The orthometric height was determined by differential leveling and
 LB0801.adjusted by the NATIONAL GEODETIC SURVEY
 LB0801.in June 1991.
 LB0801
 LB0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0801.GEOID18 height accuracy estimate available here.
 LB0801
 LB0801.Click photographs - Photos may exist for this station.
 LB0801
 LB0801.The dynamic height is computed by dividing the NAVD 88
 LB0801.geopotential number by the normal gravity value computed on the
 LB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0801.degrees latitude (g = 980.6199 gals.).
 LB0801
 LB0801.The modeled gravity was interpolated from observed gravity values.
 LB0801
 LB0801;                    North         East    Units  Estimated Accuracy
 LB0801;SPC IN W     -   556,210.      912,830.      MT  (+/- 180 meters Scaled)
 LB0801
 LB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK057564(NAD 83)
 LB0801
 LB0801                          SUPERSEDED SURVEY CONTROL
 LB0801
 LB0801  NGVD 29 (??/??/92)  225.008  (m)          738.21   (f) ADJ UNCH    2 0
 LB0801
 LB0801.Superseded values are not recommended for survey control.
 LB0801
 LB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0801.See file dsdata.pdf to determine how the superseded data were derived.
 LB0801
 LB0801_MARKER: DB = BENCH MARK DISK
 LB0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0801_SP_SET: CULVERT HEADWALL
 LB0801_STAMPING: R 88 1946
 LB0801_MARK LOGO: CGS
 LB0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0801+STABILITY: SURFACE MOTION
 LB0801
 LB0801  HISTORY     - Date     Condition        Report By
 LB0801  HISTORY     - 1946     MONUMENTED       CGS
 LB0801  HISTORY     - 1966     GOOD             CGS
 LB0801
 LB0801                          STATION DESCRIPTION
 LB0801
 LB0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0801'1.5 MI W FROM ROMNEY.
 LB0801'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0801'WITH STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.25 MILE WEST OF A GRAVEL
 LB0801'ROAD NORTH AND A BLACK TOP ROAD SOUTH, ABOUT 0.25 MILE EAST OF
 LB0801'THE BRIDGE OVER WEA CREEK, SET IN THE TOP OF THE WEST END OF
 LB0801'THE SOUTH HEAD WALL OF AN 18 INCH CONCRETE CULVERT, 17 FEET
 LB0801'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND
 LB0801'1.3 FEET EAST OF THE WEST END OF THE CULVERT.  A STANDARD DISK,
 LB0801'STAMPED R88 1946.
 LB0801
 LB0801                          STATION RECOVERY (1966)
 LB0801
 LB0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0825 ***********************************************************************
 LB0825  DESIGNATION -  R 89
 LB0825  PID         -  LB0825
 LB0825  STATE/COUNTY-  IN/TIPPECANOE
 LB0825  COUNTRY     -  US
 LB0825  USGS QUAD   -  ROMNEY (2019)
 LB0825
 LB0825                         *CURRENT SURVEY CONTROL
 LB0825  ______________________________________________________________________
 LB0825* NAD 83(1986) POSITION- 40 17 43.     (N) 086 54 12.     (W)   SCALED
 LB0825* NAVD 88 ORTHO HEIGHT -   223.266 (meters)      732.50  (feet) ADJUSTED
 LB0825  ______________________________________________________________________
 LB0825  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 LB0825  DYNAMIC HEIGHT  -        223.154 (meters)      732.13  (feet) COMP
 LB0825  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LB0825
 LB0825  VERT ORDER      -  SECOND    CLASS 0
 LB0825
 LB0825.The horizontal coordinates were scaled from a map and have
 LB0825.an estimated accuracy of +/- 6 seconds.
 LB0825
 LB0825.The orthometric height was determined by differential leveling and
 LB0825.adjusted by the NATIONAL GEODETIC SURVEY
 LB0825.in June 1991.
 LB0825
 LB0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0825.GEOID18 height accuracy estimate available here.
 LB0825
 LB0825.Click photographs - Photos may exist for this station.
 LB0825
 LB0825.The dynamic height is computed by dividing the NAVD 88
 LB0825.geopotential number by the normal gravity value computed on the
 LB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0825.degrees latitude (g = 980.6199 gals.).
 LB0825
 LB0825.The modeled gravity was interpolated from observed gravity values.
 LB0825
 LB0825;                    North         East    Units  Estimated Accuracy
 LB0825;SPC IN W     -   560,320.      915,300.      MT  (+/- 180 meters Scaled)
 LB0825
 LB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK082605(NAD 83)
 LB0825
 LB0825                          SUPERSEDED SURVEY CONTROL
 LB0825
 LB0825  NGVD 29 (??/??/92)  223.352  (m)          732.78   (f) ADJ UNCH    2 0
 LB0825
 LB0825.Superseded values are not recommended for survey control.
 LB0825
 LB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0825.See file dsdata.pdf to determine how the superseded data were derived.
 LB0825
 LB0825_MARKER: DB = BENCH MARK DISK
 LB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0825_STAMPING: R 89 1946
 LB0825_MARK LOGO: CGS
 LB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0825+STABILITY: SURFACE MOTION
 LB0825
 LB0825  HISTORY     - Date     Condition        Report By
 LB0825  HISTORY     - 1946     MONUMENTED       CGS
 LB0825
 LB0825                          STATION DESCRIPTION
 LB0825
 LB0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0825'3 MI N FROM ROMNEY.
 LB0825'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0825'OFFICE AT ROMNEY, 0.4 MILE SOUTH OF A CROSS ROAD, 66 FEET SOUTHWEST
 LB0825'OF THE SOUTHWEST CORNER OF A WHITE TWO STORY HOUSE, 32 FEET SOUTH
 LB0825'OF THE CENTER LINE OF A DRIVE WAY, 30 FEET EAST OF THE CENTER
 LB0825'LINE OF THE HIGHWAY, 14 FEET SOUTH OF A TELEPHONE POLE, 1.5
 LB0825'FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 LB0825'WITNESS POST, AND ABOUT 1 FOOT BELOW THE CENTER OF THE HIGHWAY.  A
 LB0825'STANDARD DISK, STAMPED R 89 1946 AND SET IN THE TOP OF A CONCRETE
 LB0825'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1536 ***********************************************************************
 KA1536  DESIGNATION -  R 91
 KA1536  PID         -  KA1536
 KA1536  STATE/COUNTY-  IN/VERMILLION
 KA1536  COUNTRY     -  US
 KA1536  USGS QUAD   -  CLINTON (2019)
 KA1536
 KA1536                         *CURRENT SURVEY CONTROL
 KA1536  ______________________________________________________________________
 KA1536* NAD 83(1986) POSITION- 39 44 50.     (N) 087 23 15.     (W)   SCALED
 KA1536* NAVD 88 ORTHO HEIGHT -   150.234 (meters)      492.89  (feet) ADJUSTED
 KA1536  ______________________________________________________________________
 KA1536  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KA1536  DYNAMIC HEIGHT  -        150.150 (meters)      492.62  (feet) COMP
 KA1536  MODELED GRAVITY -    980,069.7   (mgal)                       NAVD 88
 KA1536
 KA1536  VERT ORDER      -  FIRST     CLASS II
 KA1536
 KA1536.The horizontal coordinates were scaled from a map and have
 KA1536.an estimated accuracy of +/- 6 seconds.
 KA1536
 KA1536.The orthometric height was determined by differential leveling and
 KA1536.adjusted by the NATIONAL GEODETIC SURVEY
 KA1536.in June 1991.
 KA1536
 KA1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1536.GEOID18 height accuracy estimate available here.
 KA1536
 KA1536.Click photographs - Photos may exist for this station.
 KA1536
 KA1536.The dynamic height is computed by dividing the NAVD 88
 KA1536.geopotential number by the normal gravity value computed on the
 KA1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1536.degrees latitude (g = 980.6199 gals.).
 KA1536
 KA1536.The modeled gravity was interpolated from observed gravity values.
 KA1536
 KA1536;                    North         East    Units  Estimated Accuracy
 KA1536;SPC IN W     -   499,500.      873,930.      MT  (+/- 180 meters Scaled)
 KA1536
 KA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ668997(NAD 83)
 KA1536
 KA1536                          SUPERSEDED SURVEY CONTROL
 KA1536
 KA1536  NGVD 29 (??/??/92)  150.335  (m)          493.22   (f) ADJ UNCH    1 2
 KA1536
 KA1536.Superseded values are not recommended for survey control.
 KA1536
 KA1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1536.See file dsdata.pdf to determine how the superseded data were derived.
 KA1536
 KA1536_MARKER: DB = BENCH MARK DISK
 KA1536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1536_SP_SET: HEADWALL
 KA1536_STAMPING: R 91 1938
 KA1536_MARK LOGO: CGS
 KA1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1536+STABILITY: SURFACE MOTION
 KA1536
 KA1536  HISTORY     - Date     Condition        Report By
 KA1536  HISTORY     - 1938     MONUMENTED       CGS
 KA1536  HISTORY     - 1986     GOOD             NGS
 KA1536
 KA1536                          STATION DESCRIPTION
 KA1536
 KA1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1536'6 MI N FROM CLINTON.
 KA1536'ABOUT 6 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA1536'RAILROAD FROM THE STATION AT CLINTON, VERMILLION COUNTY, 2.1
 KA1536'MILES SOUTHEAST OF HILLSDALE, 15 RAILS SOUTH OF A CROSSROADS, AT
 KA1536'A CONCRETE CULVERT, IN THE NORTH END OF THE WEST HEADWALL, AND
 KA1536'15 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED R 91
 KA1536'1938.
 KA1536
 KA1536                          STATION RECOVERY (1986)
 KA1536
 KA1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1536'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.2 KM
 KA1536'(6.35 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION WITH
 KA1536'STATE HIGHWAY 163 IN CLINTON, THENCE 0.9 KM (0.55 MI) EAST ALONG A
 KA1536'GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) NORTH ALONG THE LOUISVILLE AND
 KA1536'NASHVILLE RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH
 KA1536'END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 0.6 KM (0.35 MI) NORTH
 KA1536'OF MILEPOST 157, AND 3.3 M (10.8 FT) WEST OF THE NEAR RAIL.
 KA1536'THE MARK IS 2.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2115 ***********************************************************************
 JZ2115  DESIGNATION -  R 92
 JZ2115  PID         -  JZ2115
 JZ2115  STATE/COUNTY-  IN/JENNINGS
 JZ2115  COUNTRY     -  US
 JZ2115  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2115
 JZ2115                         *CURRENT SURVEY CONTROL
 JZ2115  ______________________________________________________________________
 JZ2115* NAD 83(1986) POSITION- 39 00 33.     (N) 085 36 35.     (W)   SCALED
 JZ2115* NAVD 88 ORTHO HEIGHT -   210.577 (meters)      690.87  (feet) POSTED
 JZ2115  ______________________________________________________________________
 JZ2115  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 JZ2115  DYNAMIC HEIGHT  -        210.44  (meters)      690.4   (feet) COMP
 JZ2115  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 JZ2115
 JZ2115  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2115
 JZ2115.The horizontal coordinates were scaled from a map and have
 JZ2115.an estimated accuracy of +/- 6 seconds.
 JZ2115
 JZ2115.The orthometric height was determined by differential leveling
 JZ2115.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2115
 JZ2115.* This is a POSTED BENCH MARK height.
 JZ2115
 JZ2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2115.GEOID18 height accuracy estimate available here.
 JZ2115
 JZ2115.Click photographs - Photos may exist for this station.
 JZ2115
 JZ2115.The dynamic height is computed by dividing the NAVD 88
 JZ2115.geopotential number by the normal gravity value computed on the
 JZ2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2115.degrees latitude (g = 980.6199 gals.).
 JZ2115
 JZ2115.The modeled gravity was interpolated from observed gravity values.
 JZ2115
 JZ2115;                    North         East    Units  Estimated Accuracy
 JZ2115;SPC IN E     -   417,520.      104,930.      MT  (+/- 180 meters Scaled)
 JZ2115
 JZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ203187(NAD 83)
 JZ2115
 JZ2115                          SUPERSEDED SURVEY CONTROL
 JZ2115
 JZ2115  NGVD 29 (??/??/92)  210.699  (m)          691.27   (f) ADJ UNCH    1 2
 JZ2115
 JZ2115.Superseded values are not recommended for survey control.
 JZ2115
 JZ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2115.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2115
 JZ2115_MARKER: DB = BENCH MARK DISK
 JZ2115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2115_SP_SET: BRIDGE
 JZ2115_STAMPING: R 92 1938
 JZ2115_MARK LOGO: CGS
 JZ2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2115
 JZ2115  HISTORY     - Date     Condition        Report By
 JZ2115  HISTORY     - 1938     MONUMENTED       CGS
 JZ2115  HISTORY     - 1980     GOOD             DOD
 JZ2115
 JZ2115                          STATION DESCRIPTION
 JZ2115
 JZ2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2115'1 MI E FROM NORTH VERNON.
 JZ2115'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2115'STATION AT NORTH VERNON, JENNINGS COUNTY, OPPOSITE A YARD-LIMIT
 JZ2115'SIGN, 25 FEET NORTHWEST OF POLE 71/18, AT BRIDGE NO. 71.36, IN
 JZ2115'THE TOP STEP OF THE EAST WING WALL, 2.5 FEET SOUTH OF THE SOUTH
 JZ2115'RAIL, AND ABOUT 9 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 JZ2115'STAMPED R 92 1938.
 JZ2115
 JZ2115                          STATION RECOVERY (1980)
 JZ2115
 JZ2115'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1980
 JZ2115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1885 ***********************************************************************
 JZ1885  DESIGNATION -  R 93
 JZ1885  PID         -  JZ1885
 JZ1885  STATE/COUNTY-  IN/RIPLEY
 JZ1885  COUNTRY     -  US
 JZ1885  USGS QUAD   -  OSGOOD (2019)
 JZ1885
 JZ1885                         *CURRENT SURVEY CONTROL
 JZ1885  ______________________________________________________________________
 JZ1885* NAD 83(1986) POSITION- 39 08 13.     (N) 085 16 02.     (W)   SCALED
 JZ1885* NAVD 88 ORTHO HEIGHT -   290.094 (meters)      951.75  (feet) POSTED
 JZ1885  ______________________________________________________________________
 JZ1885  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 JZ1885  DYNAMIC HEIGHT  -        289.91  (meters)      951.1   (feet) COMP
 JZ1885  MODELED GRAVITY -    979,976.6   (mgal)                       NAVD 88
 JZ1885
 JZ1885  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1885
 JZ1885.The horizontal coordinates were scaled from a map and have
 JZ1885.an estimated accuracy of +/- 6 seconds.
 JZ1885
 JZ1885.The orthometric height was determined by differential leveling
 JZ1885.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1885
 JZ1885.* This is a POSTED BENCH MARK height.
 JZ1885
 JZ1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1885.GEOID18 height accuracy estimate available here.
 JZ1885
 JZ1885.Click photographs - Photos may exist for this station.
 JZ1885
 JZ1885.The dynamic height is computed by dividing the NAVD 88
 JZ1885.geopotential number by the normal gravity value computed on the
 JZ1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1885.degrees latitude (g = 980.6199 gals.).
 JZ1885
 JZ1885.The modeled gravity was interpolated from observed gravity values.
 JZ1885
 JZ1885;                    North         East    Units  Estimated Accuracy
 JZ1885;SPC IN E     -   431,780.      134,540.      MT  (+/- 180 meters Scaled)
 JZ1885
 JZ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ497334(NAD 83)
 JZ1885
 JZ1885                          SUPERSEDED SURVEY CONTROL
 JZ1885
 JZ1885  NGVD 29 (??/??/92)  290.241  (m)          952.23   (f) ADJ UNCH    1 2
 JZ1885
 JZ1885.Superseded values are not recommended for survey control.
 JZ1885
 JZ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1885.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1885
 JZ1885_MARKER: DB = BENCH MARK DISK
 JZ1885_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1885_SP_SET: STEP
 JZ1885_STAMPING: R 93 1938
 JZ1885_MARK LOGO: CGS
 JZ1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1885
 JZ1885  HISTORY     - Date     Condition        Report By
 JZ1885  HISTORY     - 1938     MONUMENTED       CGS
 JZ1885
 JZ1885                          STATION DESCRIPTION
 JZ1885
 JZ1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1885'1.5 MI E FROM OSGOOD.
 JZ1885'ON THE C. TO ST. L. BRANCH OF THE B AND O. RY. AT MILE POST
 JZ1885'50-01, 35 FT. WEST OF MILE POST C-50 ST. L 289, 45 FT. NORTH WEST
 JZ1885'OF POLE 50-01, SET IN THE CENTER OF THE TOP STEP OF SOUTH EAST
 JZ1885'RETAINING WALL IN R R OVERPASS OVER GRAVEL ROAD, 5 FT SOUTH
 JZ1885'OF SOUTH RAIL, 1 FT BELOW LEVEL OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1886 ***********************************************************************
 JZ1886  DESIGNATION -  R 93 RESET
 JZ1886  PID         -  JZ1886
 JZ1886  STATE/COUNTY-  IN/RIPLEY
 JZ1886  COUNTRY     -  US
 JZ1886  USGS QUAD   -  OSGOOD (2019)
 JZ1886
 JZ1886                         *CURRENT SURVEY CONTROL
 JZ1886  ______________________________________________________________________
 JZ1886* NAD 83(1986) POSITION- 39 08 13.     (N) 085 16 02.     (W)   SCALED
 JZ1886* NAVD 88 ORTHO HEIGHT -   291.35  (+/-2cm)      955.9   (feet) VERTCON3
 JZ1886  ______________________________________________________________________
 JZ1886  GEOID HEIGHT    -        -34.172 (meters)                     GEOID18
 JZ1886  VERT ORDER      -  THIRD (See Below)
 JZ1886
 JZ1886.The horizontal coordinates were scaled from a map and have
 JZ1886.an estimated accuracy of +/- 6 seconds.
 JZ1886
 JZ1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1886
 JZ1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1886.GEOID18 height accuracy estimate available here.
 JZ1886
 JZ1886.The vertical order pertains to the NGVD 29 superseded value.
 JZ1886
 JZ1886.Click photographs - Photos may exist for this station.
 JZ1886
 JZ1886;                    North         East    Units  Estimated Accuracy
 JZ1886;SPC IN E     -   431,780.      134,540.      MT  (+/- 180 meters Scaled)
 JZ1886
 JZ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ497334(NAD 83)
 JZ1886
 JZ1886                          SUPERSEDED SURVEY CONTROL
 JZ1886
 JZ1886  NGVD 29 (08/22/16)  291.50   (m)          956.4    (f) RESET       3  
 JZ1886
 JZ1886.Superseded values are not recommended for survey control.
 JZ1886
 JZ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1886.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1886
 JZ1886_MARKER: DB = BENCH MARK DISK
 JZ1886_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1886_SP_SET: STEP
 JZ1886_STAMPING: R 93 RESET 1953
 JZ1886_MARK LOGO: CGS
 JZ1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1886
 JZ1886  HISTORY     - Date     Condition        Report By
 JZ1886  HISTORY     - 1953     MONUMENTED       BORR
 JZ1886  HISTORY     - 1954     GOOD             CGS
 JZ1886
 JZ1886                          STATION DESCRIPTION
 JZ1886
 JZ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JZ1886'1.5 MI E FROM OSGOOD.
 JZ1886'1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1886'STATION AT OSGOOD, RIPLEY COUNTY, 35 FEET WEST OF MILEPOST
 JZ1886'C 50, AT AN OVERPASS (BRIDGE 50.01), IN THE CENTER OF THE TOP
 JZ1886'STEP OF THE SOUTHEAST RETAINING WALL, 45 FEET NORTHWEST OF
 JZ1886'POLE 50/01, 5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 JZ1886'LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0935 ***********************************************************************
 LB0935  DESIGNATION -  R 94
 LB0935  PID         -  LB0935
 LB0935  STATE/COUNTY-  IN/TIPPECANOE
 LB0935  COUNTRY     -  US
 LB0935  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0935
 LB0935                         *CURRENT SURVEY CONTROL
 LB0935  ______________________________________________________________________
 LB0935* NAD 83(1986) POSITION- 40 24 58.     (N) 086 55 46.     (W)   SCALED
 LB0935* NAVD 88 ORTHO HEIGHT -   186.805 (meters)      612.88  (feet) ADJUSTED
 LB0935  ______________________________________________________________________
 LB0935  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 LB0935  DYNAMIC HEIGHT  -        186.714 (meters)      612.58  (feet) COMP
 LB0935  MODELED GRAVITY -    980,134.9   (mgal)                       NAVD 88
 LB0935
 LB0935  VERT ORDER      -  SECOND    CLASS 0
 LB0935
 LB0935.This mark is at Purdue Univ Airport (LAF)
 LB0935
 LB0935.The horizontal coordinates were scaled from a map and have
 LB0935.an estimated accuracy of +/- 6 seconds.
 LB0935
 LB0935.The orthometric height was determined by differential leveling and
 LB0935.adjusted by the NATIONAL GEODETIC SURVEY
 LB0935.in June 1991.
 LB0935
 LB0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0935.GEOID18 height accuracy estimate available here.
 LB0935
 LB0935.Click photographs - Photos may exist for this station.
 LB0935
 LB0935.The dynamic height is computed by dividing the NAVD 88
 LB0935.geopotential number by the normal gravity value computed on the
 LB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0935.degrees latitude (g = 980.6199 gals.).
 LB0935
 LB0935.The modeled gravity was interpolated from observed gravity values.
 LB0935
 LB0935;                    North         East    Units  Estimated Accuracy
 LB0935;SPC IN W     -   573,730.      913,060.      MT  (+/- 180 meters Scaled)
 LB0935
 LB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK059739(NAD 83)
 LB0935
 LB0935                          SUPERSEDED SURVEY CONTROL
 LB0935
 LB0935  NGVD 29 (??/??/92)  186.905  (m)          613.20   (f) ADJ UNCH    2 0
 LB0935
 LB0935.Superseded values are not recommended for survey control.
 LB0935
 LB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0935.See file dsdata.pdf to determine how the superseded data were derived.
 LB0935
 LB0935_MARKER: DB = BENCH MARK DISK
 LB0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0935_SP_SET: BUILDING
 LB0935_STAMPING: R 94 1946
 LB0935_MARK LOGO: CGS
 LB0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0935
 LB0935  HISTORY     - Date     Condition        Report By
 LB0935  HISTORY     - 1946     MONUMENTED       CGS
 LB0935  HISTORY     - 1974     GOOD             NGS
 LB0935  HISTORY     - 1978     GOOD             NGS
 LB0935
 LB0935                          STATION DESCRIPTION
 LB0935
 LB0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0935'1.3 MI SW FROM WEST LA FAYETTE.
 LB0935'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 26 FROM THE PURDUE
 LB0935'UNIVERSITY AGRICULTURE BUILDING AT WEST LA FAYETTE, THENCE 0.5
 LB0935'MILE SOUTH ALONG A PAVED ROAD, AT PURDUE UNIVERSITY AIR PORT, SET
 LB0935'VERTICALLY IN THE WEST FACE OF THE SOUTHWEST CORNER OF THE
 LB0935'EASTERLY AND OLDER OF TWO BRICK HANGAR BUILDINGS, 1 FOOT NORTH
 LB0935'OF THE SOUTHWEST CORNER AND 2.7 FEET ABOVE THE CONCRETE RAMP.
 LB0935'A STANDARD DISK, STAMPED R 94 1946.
 LB0935
 LB0935                          STATION RECOVERY (1974)
 LB0935
 LB0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB0935'RECOVERED IN GOOD CONDITION.
 LB0935
 LB0935                          STATION RECOVERY (1978)
 LB0935
 LB0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LB0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1652 ***********************************************************************
 LB1652  DESIGNATION -  R 95
 LB1652  PID         -  LB1652
 LB1652  STATE/COUNTY-  IN/FOUNTAIN
 LB1652  COUNTRY     -  US
 LB1652  USGS QUAD   -  ATTICA (2019)
 LB1652
 LB1652                         *CURRENT SURVEY CONTROL
 LB1652  ______________________________________________________________________
 LB1652* NAD 83(1986) POSITION- 40 19 14.     (N) 087 11 08.     (W)   SCALED
 LB1652* NAVD 88 ORTHO HEIGHT -   169.557 (meters)      556.29  (feet) ADJUSTED
 LB1652  ______________________________________________________________________
 LB1652  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 LB1652  DYNAMIC HEIGHT  -        169.472 (meters)      556.01  (feet) COMP
 LB1652  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 LB1652
 LB1652  VERT ORDER      -  SECOND    CLASS 0
 LB1652
 LB1652.The horizontal coordinates were scaled from a map and have
 LB1652.an estimated accuracy of +/- 6 seconds.
 LB1652
 LB1652.The orthometric height was determined by differential leveling and
 LB1652.adjusted by the NATIONAL GEODETIC SURVEY
 LB1652.in June 1991.
 LB1652
 LB1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1652.GEOID18 height accuracy estimate available here.
 LB1652
 LB1652.Click photographs - Photos may exist for this station.
 LB1652
 LB1652.The dynamic height is computed by dividing the NAVD 88
 LB1652.geopotential number by the normal gravity value computed on the
 LB1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1652.degrees latitude (g = 980.6199 gals.).
 LB1652
 LB1652.The modeled gravity was interpolated from observed gravity values.
 LB1652
 LB1652;                    North         East    Units  Estimated Accuracy
 LB1652;SPC IN W     -   563,120.      891,310.      MT  (+/- 180 meters Scaled)
 LB1652
 LB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK842633(NAD 83)
 LB1652
 LB1652                          SUPERSEDED SURVEY CONTROL
 LB1652
 LB1652  NGVD 29 (??/??/92)  169.631  (m)          556.53   (f) ADJ UNCH    2 0
 LB1652
 LB1652.Superseded values are not recommended for survey control.
 LB1652
 LB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1652.See file dsdata.pdf to determine how the superseded data were derived.
 LB1652
 LB1652_MARKER: DB = BENCH MARK DISK
 LB1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1652_STAMPING: R 95 1946
 LB1652_MARK LOGO: CGS
 LB1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1652+STABILITY: SURFACE MOTION
 LB1652
 LB1652  HISTORY     - Date     Condition        Report By
 LB1652  HISTORY     - 1946     MONUMENTED       CGS
 LB1652
 LB1652                          STATION DESCRIPTION
 LB1652
 LB1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1652'1.2 MI SW FROM RIVERSIDE.
 LB1652'ABOUT 1.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSS
 LB1652'ROAD AT RIVERSIDE, AT A PRIVATE ROAD CROSSING THE WABASH RAILROAD,
 LB1652'34 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 35 FEET
 LB1652'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 25 FEET
 LB1652'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 3 FEET SOUTHWEST
 LB1652'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 LB1652'POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.  A
 LB1652'STANDARD DISK, STAMPED R 95 1946 AND SET IN THE TOP OF A CONCRETE
 LB1652'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0730 ***********************************************************************
 LB0730  DESIGNATION -  R 96
 LB0730  PID         -  LB0730
 LB0730  STATE/COUNTY-  IN/TIPPECANOE
 LB0730  COUNTRY     -  US
 LB0730  USGS QUAD   -  STOCKWELL (2019)
 LB0730
 LB0730                         *CURRENT SURVEY CONTROL
 LB0730  ______________________________________________________________________
 LB0730* NAD 83(1986) POSITION- 40 22 26.     (N) 086 48 32.     (W)   SCALED
 LB0730* NAVD 88 ORTHO HEIGHT -   201.523 (meters)      661.16  (feet) ADJUSTED
 LB0730  ______________________________________________________________________
 LB0730  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 LB0730  DYNAMIC HEIGHT  -        201.422 (meters)      660.83  (feet) COMP
 LB0730  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 LB0730
 LB0730  VERT ORDER      -  SECOND    CLASS 0
 LB0730
 LB0730.The horizontal coordinates were scaled from a map and have
 LB0730.an estimated accuracy of +/- 6 seconds.
 LB0730
 LB0730.The orthometric height was determined by differential leveling and
 LB0730.adjusted by the NATIONAL GEODETIC SURVEY
 LB0730.in June 1991.
 LB0730
 LB0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0730.GEOID18 height accuracy estimate available here.
 LB0730
 LB0730.Click photographs - Photos may exist for this station.
 LB0730
 LB0730.The dynamic height is computed by dividing the NAVD 88
 LB0730.geopotential number by the normal gravity value computed on the
 LB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0730.degrees latitude (g = 980.6199 gals.).
 LB0730
 LB0730.The modeled gravity was interpolated from observed gravity values.
 LB0730
 LB0730;                    North         East    Units  Estimated Accuracy
 LB0730;SPC IN W     -   569,070.      923,310.      MT  (+/- 180 meters Scaled)
 LB0730
 LB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK162692(NAD 83)
 LB0730
 LB0730                          SUPERSEDED SURVEY CONTROL
 LB0730
 LB0730  NGVD 29 (??/??/92)  201.627  (m)          661.50   (f) ADJ UNCH    2 0
 LB0730
 LB0730.Superseded values are not recommended for survey control.
 LB0730
 LB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0730.See file dsdata.pdf to determine how the superseded data were derived.
 LB0730
 LB0730_MARKER: DB = BENCH MARK DISK
 LB0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0730_STAMPING: R 96 1946
 LB0730_MARK LOGO: CGS
 LB0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0730+STABILITY: SURFACE MOTION
 LB0730
 LB0730  HISTORY     - Date     Condition        Report By
 LB0730  HISTORY     - 1946     MONUMENTED       CGS
 LB0730  HISTORY     - 1966     GOOD             CGS
 LB0730  HISTORY     - 19890620 MARK NOT FOUND   LOCENG
 LB0730
 LB0730                          STATION DESCRIPTION
 LB0730
 LB0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0730'2.2 MI W FROM DAYTON.
 LB0730'ABOUT 2.2 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0730'RAILROAD FROM THE STATION AT DAYTON, AT A NORTH-SOUTH GRAVEL
 LB0730'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 LB0730'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHEAST OF A
 LB0730'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF A
 LB0730'WHITE WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN TRACK
 LB0730'LEVEL.  A STANDARD DISK, STAMPED R 96 1946 AND SET IN THE TOP
 LB0730'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0730
 LB0730                          STATION RECOVERY (1966)
 LB0730
 LB0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0730'RECOVERED IN GOOD CONDITION.
 LB0730
 LB0730                          STATION RECOVERY (1989)
 LB0730
 LB0730'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 LB0730'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2728 ***********************************************************************
 LB2728  DESIGNATION -  R 96 RESET
 LB2728  PID         -  LB2728
 LB2728  STATE/COUNTY-  IN/TIPPECANOE
 LB2728  COUNTRY     -  US
 LB2728  USGS QUAD   -  STOCKWELL (2019)
 LB2728
 LB2728                         *CURRENT SURVEY CONTROL
 LB2728  ______________________________________________________________________
 LB2728* NAD 83(1986) POSITION- 40 22 26.     (N) 086 48 32.     (W)   SCALED
 LB2728* NAVD 88 ORTHO HEIGHT -   201.83  (meters)      662.2   (feet) RESET
 LB2728  ______________________________________________________________________
 LB2728  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 LB2728  VERT ORDER      -  THIRD
 LB2728
 LB2728.The horizontal coordinates were scaled from a map and have
 LB2728.an estimated accuracy of +/- 6 seconds.
 LB2728
 LB2728.The orthometric height was computed from unverified reset data.
 LB2728
 LB2728.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2728.GEOID18 height accuracy estimate available here.
 LB2728
 LB2728.Click photographs - Photos may exist for this station.
 LB2728
 LB2728;                    North         East    Units  Estimated Accuracy
 LB2728;SPC IN W     -   569,070.      923,310.      MT  (+/- 180 meters Scaled)
 LB2728
 LB2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK162692(NAD 83)
 LB2728
 LB2728                          SUPERSEDED SURVEY CONTROL
 LB2728
 LB2728  NGVD 29 (08/22/16)  201.94   (m)          662.5    (f) RESET       3  
 LB2728
 LB2728.Superseded values are not recommended for survey control.
 LB2728
 LB2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2728.See file dsdata.pdf to determine how the superseded data were derived.
 LB2728
 LB2728_MARKER: DV = VERTICAL CONTROL DISK
 LB2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2728_STAMPING: R 96 RESET 1989
 LB2728_MARK LOGO: NGS
 LB2728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LB2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2728+STABILITY: SURFACE MOTION
 LB2728
 LB2728  HISTORY     - Date     Condition        Report By
 LB2728  HISTORY     - 1989     MONUMENTED       LOCENG
 LB2728
 LB2728                          STATION DESCRIPTION
 LB2728
 LB2728'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 LB2728'1.3 MILES (2.1 KM) WEST ALONG NORFOLK AND WESTERN RAILROAD FROM THE
 LB2728'INTERSTATE 65 BRIDGE AT EXIT 168, 27.0 FEET (8.2 M) NORTHEAST OF THE
 LB2728'CENTERLINE OF NEW CASTLE ROAD, 45.5 FEET (13.9 M) SOUTH OF SOUTH RAIL
 LB2728'OF SOUTH TRACK, AND 2.0 FEET (0.6 M) NORTH OF FENCE CORNER AND SET ON
 LB2728'RAILROAD RIGHT OF WAY, SET IN TOP OF CONCRETE POST PROJECTING 3
 LB2728'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1542 ***********************************************************************
 LB1542  DESIGNATION -  R 97
 LB1542  PID         -  LB1542
 LB1542  STATE/COUNTY-  IN/FOUNTAIN
 LB1542  COUNTRY     -  US
 LB1542  USGS QUAD   -  MELLOTT (2019)
 LB1542
 LB1542                         *CURRENT SURVEY CONTROL
 LB1542  ______________________________________________________________________
 LB1542* NAD 83(1986) POSITION- 40 10 16.     (N) 087 14 35.     (W)   SCALED
 LB1542* NAVD 88 ORTHO HEIGHT -   202.186 (meters)      663.34  (feet) ADJUSTED
 LB1542  ______________________________________________________________________
 LB1542  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 LB1542  DYNAMIC HEIGHT  -        202.082 (meters)      663.00  (feet) COMP
 LB1542  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 LB1542
 LB1542  VERT ORDER      -  SECOND    CLASS 0
 LB1542
 LB1542.The horizontal coordinates were scaled from a map and have
 LB1542.an estimated accuracy of +/- 6 seconds.
 LB1542
 LB1542.The orthometric height was determined by differential leveling and
 LB1542.adjusted by the NATIONAL GEODETIC SURVEY
 LB1542.in June 1991.
 LB1542
 LB1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1542.GEOID18 height accuracy estimate available here.
 LB1542
 LB1542.Click photographs - Photos may exist for this station.
 LB1542
 LB1542.The dynamic height is computed by dividing the NAVD 88
 LB1542.geopotential number by the normal gravity value computed on the
 LB1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1542.degrees latitude (g = 980.6199 gals.).
 LB1542
 LB1542.The modeled gravity was interpolated from observed gravity values.
 LB1542
 LB1542;                    North         East    Units  Estimated Accuracy
 LB1542;SPC IN W     -   546,530.      886,400.      MT  (+/- 180 meters Scaled)
 LB1542
 LB1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793467(NAD 83)
 LB1542
 LB1542                          SUPERSEDED SURVEY CONTROL
 LB1542
 LB1542  NGVD 29 (??/??/92)  202.260  (m)          663.58   (f) ADJ UNCH    2 0
 LB1542
 LB1542.Superseded values are not recommended for survey control.
 LB1542
 LB1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1542.See file dsdata.pdf to determine how the superseded data were derived.
 LB1542
 LB1542_MARKER: DB = BENCH MARK DISK
 LB1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1542_STAMPING: R 97 1946
 LB1542_MARK LOGO: CGS
 LB1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1542+STABILITY: SURFACE MOTION
 LB1542
 LB1542  HISTORY     - Date     Condition        Report By
 LB1542  HISTORY     - 1946     MONUMENTED       CGS
 LB1542
 LB1542                          STATION DESCRIPTION
 LB1542
 LB1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1542'4 MI N FROM STERLING.
 LB1542'ABOUT 4.05 MILES NORTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1542'WITH STATE HIGHWAY 34 AT STERLING, AT A CROSS ROAD LEADING WEST
 LB1542'TO STONE BLUFF, AND EAST TO MELLOTT, 29.5 FEET WEST OF THE CENTER
 LB1542'LINE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE
 LB1542'STONE BLUFF ROAD, 5 FEET NORTHWEST OF A POWER LINE POLE THAT
 LB1542'SUPPORTS CROSSING LINES, 3 FEET NORTHWEST OF A FENCE CORNER, 1
 LB1542'FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 LB1542'WITNESS POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD
 LB1542'DISK, STAMPED R 97 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1542'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE
 LB1542'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 LB1542'55 AT ROB ROY BY GOING ABOUT 4.45 MILES SOUTH ALONG U.S. HIGHWAY
 LB1542'41.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1524 ***********************************************************************
 LB1524  DESIGNATION -  R 98
 LB1524  PID         -  LB1524
 LB1524  STATE/COUNTY-  IN/WARREN
 LB1524  COUNTRY     -  US
 LB1524  USGS QUAD   -  ATTICA (2019)
 LB1524
 LB1524                         *CURRENT SURVEY CONTROL
 LB1524  ______________________________________________________________________
 LB1524* NAD 83(1986) POSITION- 40 19 03.     (N) 087 14 41.     (W)   SCALED
 LB1524* NAVD 88 ORTHO HEIGHT -   161.092 (meters)      528.52  (feet) ADJUSTED
 LB1524  ______________________________________________________________________
 LB1524  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 LB1524  DYNAMIC HEIGHT  -        161.010 (meters)      528.25  (feet) COMP
 LB1524  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LB1524
 LB1524  VERT ORDER      -  SECOND    CLASS 0
 LB1524
 LB1524.The horizontal coordinates were scaled from a map and have
 LB1524.an estimated accuracy of +/- 6 seconds.
 LB1524
 LB1524.The orthometric height was determined by differential leveling and
 LB1524.adjusted by the NATIONAL GEODETIC SURVEY
 LB1524.in June 1991.
 LB1524
 LB1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1524.GEOID18 height accuracy estimate available here.
 LB1524
 LB1524.Click photographs - Photos may exist for this station.
 LB1524
 LB1524.The dynamic height is computed by dividing the NAVD 88
 LB1524.geopotential number by the normal gravity value computed on the
 LB1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1524.degrees latitude (g = 980.6199 gals.).
 LB1524
 LB1524.The modeled gravity was interpolated from observed gravity values.
 LB1524
 LB1524;                    North         East    Units  Estimated Accuracy
 LB1524;SPC IN W     -   562,780.      886,280.      MT  (+/- 180 meters Scaled)
 LB1524
 LB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792630(NAD 83)
 LB1524
 LB1524                          SUPERSEDED SURVEY CONTROL
 LB1524
 LB1524  NGVD 29 (??/??/92)  161.160  (m)          528.74   (f) ADJ UNCH    2 0
 LB1524
 LB1524.Superseded values are not recommended for survey control.
 LB1524
 LB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1524.See file dsdata.pdf to determine how the superseded data were derived.
 LB1524
 LB1524_MARKER: DB = BENCH MARK DISK
 LB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1524_STAMPING: R 98 1946
 LB1524_MARK LOGO: CGS
 LB1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1524+STABILITY: SURFACE MOTION
 LB1524
 LB1524  HISTORY     - Date     Condition        Report By
 LB1524  HISTORY     - 1946     MONUMENTED       CGS
 LB1524
 LB1524                          STATION DESCRIPTION
 LB1524
 LB1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1524'2.6 MI N FROM ATTICA.
 LB1524'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1524'OFFICE AT ATTICA, THENCE ABOUT 1.15 MILES NORTHEAST ALONG A
 LB1524'BLACK TOP ROAD, ABOUT 0.2 MILE WEST OF THE STEEL BRIDGE OVER
 LB1524'KICKAPOO CREEK, 40 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 LB1524'OF THE ABANDONED ATTICA, CHICAGO AND SOUTHERN RAILROAD, 24 FEET
 LB1524'NORTH OF THE CENTER OF THE ROAD, 9.5 FEET EAST OF A TELEPHONE
 LB1524'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 LB1524'FOOT ABOVE THE ROAD.  A STANDARD DISK, STAMPED R 98 1946 AND
 LB1524'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1524'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1571 ***********************************************************************
 LB1571  DESIGNATION -  R 99
 LB1571  PID         -  LB1571
 LB1571  STATE/COUNTY-  IN/WARREN
 LB1571  COUNTRY     -  US
 LB1571  USGS QUAD   -  COVINGTON (2019)
 LB1571
 LB1571                         *CURRENT SURVEY CONTROL
 LB1571  ______________________________________________________________________
 LB1571* NAD 83(1986) POSITION- 40 14 57.     (N) 087 23 12.     (W)   SCALED
 LB1571* NAVD 88 ORTHO HEIGHT -   193.703 (meters)      635.51  (feet) ADJUSTED
 LB1571  ______________________________________________________________________
 LB1571  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 LB1571  DYNAMIC HEIGHT  -        193.605 (meters)      635.19  (feet) COMP
 LB1571  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 LB1571
 LB1571  VERT ORDER      -  SECOND    CLASS 0
 LB1571
 LB1571.The horizontal coordinates were scaled from a map and have
 LB1571.an estimated accuracy of +/- 6 seconds.
 LB1571
 LB1571.The orthometric height was determined by differential leveling and
 LB1571.adjusted by the NATIONAL GEODETIC SURVEY
 LB1571.in June 1991.
 LB1571
 LB1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1571.GEOID18 height accuracy estimate available here.
 LB1571
 LB1571.Click photographs - Photos may exist for this station.
 LB1571
 LB1571.The dynamic height is computed by dividing the NAVD 88
 LB1571.geopotential number by the normal gravity value computed on the
 LB1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1571.degrees latitude (g = 980.6199 gals.).
 LB1571
 LB1571.The modeled gravity was interpolated from observed gravity values.
 LB1571
 LB1571;                    North         East    Units  Estimated Accuracy
 LB1571;SPC IN W     -   555,230.      874,190.      MT  (+/- 180 meters Scaled)
 LB1571
 LB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671554(NAD 83)
 LB1571
 LB1571                          SUPERSEDED SURVEY CONTROL
 LB1571
 LB1571  NGVD 29 (??/??/92)  193.754  (m)          635.67   (f) ADJ UNCH    2 0
 LB1571
 LB1571.Superseded values are not recommended for survey control.
 LB1571
 LB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1571.See file dsdata.pdf to determine how the superseded data were derived.
 LB1571
 LB1571_MARKER: DB = BENCH MARK DISK
 LB1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1571_STAMPING: R 99 1946
 LB1571_MARK LOGO: CGS
 LB1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1571+STABILITY: SURFACE MOTION
 LB1571
 LB1571  HISTORY     - Date     Condition        Report By
 LB1571  HISTORY     - 1946     MONUMENTED       CGS
 LB1571  HISTORY     - 20051103 MARK NOT FOUND   INDOT
 LB1571
 LB1571                          STATION DESCRIPTION
 LB1571
 LB1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1571'1.6 MI S FROM WEST LEBANON.
 LB1571'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1571'AT WEST LEBANON, 68 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB1571'A RED BARN, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1571'17 FEET NORTH OF THE CENTER LINE OF A GRAVEL DRIVE WAY, 1 FOOT
 LB1571'EAST OF A PICKET FENCE AROUND A GARDEN, AND ABOUT 1.5 FEET
 LB1571'BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED R 99 1946 AND SET
 LB1571'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1571
 LB1571                          STATION RECOVERY (2005)
 LB1571
 LB1571'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1571'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1986 ***********************************************************************
 KA1986  DESIGNATION -  RACCOON
 KA1986  PID         -  KA1986
 KA1986  STATE/COUNTY-  IN/OWEN
 KA1986  COUNTRY     -  US
 KA1986  USGS QUAD   -  FREEDOM (2019)
 KA1986
 KA1986                         *CURRENT SURVEY CONTROL
 KA1986  ______________________________________________________________________
 KA1986* NAD 83(1997) POSITION- 39 11 21.45405(N) 086 46 20.19748(W)   ADJUSTED
 KA1986* NAVD 88 ORTHO HEIGHT -   246.53  (+/-2cm)      808.8   (feet) VERTCON3
 KA1986  ______________________________________________________________________
 KA1986  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KA1986  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 KA1986  HORZ ORDER      -  SECOND
 KA1986  VERT ORDER      -  THIRD ? (See Below)
 KA1986
 KA1986.The horizontal coordinates were established by classical geodetic methods
 KA1986.and adjusted by the National Geodetic Survey in May 1999.
 KA1986
 KA1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1986
 KA1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1986.GEOID18 height accuracy estimate available here.
 KA1986
 KA1986.The vertical order pertains to the NGVD 29 superseded value.
 KA1986
 KA1986.Click photographs - Photos may exist for this station.
 KA1986
 KA1986.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1986
 KA1986. The following values were computed from the NAD 83(1997) position.
 KA1986
 KA1986;                    North         East     Units Scale Factor Converg.
 KA1986;SPC IN W     -   437,556.458   926,872.872   MT  0.99997555   +0 11 47.6
 KA1986;SPC IN W     - 1,435,549.81  3,040,915.41   sFT  0.99997555   +0 11 47.6
 KA1986;UTM  16      - 4,337,807.645   519,666.289   MT  0.99960476   +0 08 38.0
 KA1986
 KA1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1986!SPC IN W     -   0.99996649  x   0.99997555  =   0.99994204
 KA1986!UTM  16      -   0.99996649  x   0.99960476  =   0.99957126
 KA1986
 KA1986:                Primary Azimuth Mark                     Grid Az
 KA1986:SPC IN W     -  RACCOON AZ MK                            084 28 24.1
 KA1986:UTM  16      -  RACCOON AZ MK                            084 31 33.7
 KA1986
 KA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1966637807(NAD 83)
 KA1986
 KA1986|---------------------------------------------------------------------|
 KA1986| PID    Reference Object                     Distance      Geod. Az  |
 KA1986|                                                           dddmmss.s |
 KA1986| CC9967 RACCOON RM 1                         26.262 METERS 03729     |
 KA1986| CC9966 RACCOON AZ MK                                      0844011.7 |
 KA1986| CC9968 RACCOON RM 2                         29.572 METERS 25321     |
 KA1986|---------------------------------------------------------------------|
 KA1986
 KA1986                          SUPERSEDED SURVEY CONTROL
 KA1986
 KA1986  NAD 83(1986)-  39 11 21.45870(N)    086 46 20.19473(W) AD(       ) 2
 KA1986  NAD 27      -  39 11 21.29700(N)    086 46 20.17300(W) AD(       ) 2
 KA1986  NGVD 29             246.65   (m)          809.2    (f) LEVELING    3  
 KA1986
 KA1986.Superseded values are not recommended for survey control.
 KA1986
 KA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1986.See file dsdata.pdf to determine how the superseded data were derived.
 KA1986
 KA1986_MARKER: DS = TRIANGULATION STATION DISK
 KA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1986_STAMPING: RACCOON 1939
 KA1986_MARK LOGO: CGS
 KA1986_PROJECTION: RECESSED 30 CENTIMETERS
 KA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1986+STABILITY: SURFACE MOTION
 KA1986
 KA1986  HISTORY     - Date     Condition        Report By
 KA1986  HISTORY     - 1939     MONUMENTED       CGS
 KA1986  HISTORY     - 1947     GOOD             CGS
 KA1986
 KA1986                          STATION DESCRIPTION
 KA1986
 KA1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1986'THE STATION IS LOCATED ABOUT 3.5 MILES BY ROAD W BY S OF FREEMAN ON
 KA1986'PROPERTY OWNED BY JACK GAMBLE. THE MARK IS 12 INCHES BELOW
 KA1986'GROUND SET ON THE E SLOPE OF A HILL JUST W OF AN OLD APPLE ORCHARD,
 KA1986'30 FEET SSE OF A WIRE FENCE, 70 FEET SSE OF THE CENTER LINE OF
 KA1986'THE ROAD. THE DISK IS STAMPED RACCOON 1939.
 KA1986'
 KA1986'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KA1986'SET IN CONCRETE.
 KA1986'
 KA1986'REFERENCE MARK NO. 1 IS NNE OF THE STATION SET ON THE S SIDE OF THE
 KA1986'FENCE AT AN ANGLE IN THE FENCE LINE, 21 FEET W BY N OF AN APPLE
 KA1986'TREE. REFERENCE MARK NO. 2 IS W BY S OF THE STATION, 1 FOOT S OF THE
 KA1986'FENCE, 1 FOOT SSW OF A STANDARD REFERENCE POST. THE MARK PROJECTS
 KA1986'6 INCHES AND IS STAMPED RACCOON NO. 2, 1939.
 KA1986'
 KA1986'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF ADJACENT TIMBER.
 KA1986'
 KA1986'TO REACH THE STATION FROM FREEMAN GO S ON INDIANA STATE HIGHWAY 43
 KA1986'FOR 0.3 MILE TO ROAD FORKS ON S SIDE OF BRIDGE, TURN RIGHT ON
 KA1986'GRAVEL ROAD AND GO 0.1 MILE TO FORKS, TURN RIGHT AND GO 1.8 MILES TO
 KA1986'LANE ON LEFT AND A SMALL SAWMILL AND LUMBER PILE, CONTINUE 0.1
 KA1986'MILE TO CURVE IN ROAD AND STATION ON LEFT ON S SIDE OF THE ROAD.
 KA1986'
 KA1986'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1986
 KA1986                          STATION RECOVERY (1947)
 KA1986
 KA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1986'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939. ALL MARKS
 KA1986'WERE FOUND IN GOOD CONDITION. AN AZIMUTH MARK WAS ESTABLISHED.
 KA1986'
 KA1986'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD BRONZE
 KA1986'DISK SET IN CONCRETE. A
 KA1986'COMPLETE NEW DESCRIPTION FOLLOWS.
 KA1986'
 KA1986'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF FREEMAN, AND
 KA1986'ON LAND OWNED BY MR. HARVEY SIMS. THE MARK IS 67 FEET SOUTH OF
 KA1986'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 31 FEET SOUTH OF A
 KA1986'WIRE FENCE. THE MARK IS 12-INCH UNDERGROUND, AND THE DISK IS
 KA1986'STAMPED RACCOON 1939.
 KA1986'
 KA1986'REFERENCE MARK NO. 1 IS 86.16 FEET NORTH-NORTHEAST OF THE STATION, 38
 KA1986'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, AND 1
 KA1986'FOOT SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 KA1986'IS STAMPED RACCOON NO 1 1939.
 KA1986'
 KA1986'REFERENCE MARK NO. 2 IS 97.02 FEET WEST BY SOUTH OF THE STATION, 35
 KA1986'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, AND
 KA1986'1.5 FEET SOUTHWEST OF A WITNESS POST. THE MARK PROJECTS 3 INCHES, AND
 KA1986'THE DISK IS STAMPED RACCOON NO 2 1939.
 KA1986'
 KA1986'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-NORTHEAST OF THE
 KA1986'STATION, 18 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 KA1986'GRAVEL ROAD, 3.5 FEET NORTH OF A FENCE CORNER POST, AND 1.9 FEET
 KA1986'NORTH OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 KA1986'DISK IS STAMPED RACCOON 1947.
 KA1986'
 KA1986'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF FREEMAN, GO SOUTH
 KA1986'ON STATE HIGHWAY 43 FOR 0.3 MILE TO A ROAD FORK, IMMEDIATELY
 KA1986'AFTER CROSSING A STEEL BRIDGE. TURN RT., SOUTHWEST ON A GRAVEL ROAD
 KA1986'0.1 MILE TO ANOTHER ROAD FORK. TURN RIGHT, NORTH, AND NORTHWEST,
 KA1986'AND GO ON THE MAIN GRAVEL ROAD FOR 1.55 MILES TO THE TOP OF A LOW
 KA1986'SUMMIT AND THE AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED. CONTINUE
 KA1986'WESTERLY ON THE MAIN GRAVEL ROAD FOR 0.25 MILE TO A FARM DRIVEWAY ON
 KA1986'THE RIGHT, AND THE STATION ON THE TOP OF A 20-FOOT ROAD BANK ON
 KA1986'THE LEFT.
 KA1986'
 KA1986'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2138 ***********************************************************************
 HZ2138  DESIGNATION -  RADIO STATION WAVE NORTH MAST
 HZ2138  PID         -  HZ2138
 HZ2138  STATE/COUNTY-  IN/CLARK
 HZ2138  COUNTRY     -  US
 HZ2138  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2138
 HZ2138                         *CURRENT SURVEY CONTROL
 HZ2138  ______________________________________________________________________
 HZ2138* NAD 83(1997) POSITION- 38 19 06.16323(N) 085 44 41.99287(W)   ADJUSTED
 HZ2138  ______________________________________________________________________
 HZ2138  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 HZ2138  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 HZ2138  HORZ ORDER      -  THIRD
 HZ2138
 HZ2138.The horizontal coordinates were established by classical geodetic methods
 HZ2138.and adjusted by the National Geodetic Survey in May 1999.
 HZ2138
 HZ2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2138.GEOID18 height accuracy estimate available here.
 HZ2138
 HZ2138.Click photographs - Photos may exist for this station.
 HZ2138
 HZ2138.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2138
 HZ2138. The following values were computed from the NAD 83(1997) position.
 HZ2138
 HZ2138;                    North         East     Units Scale Factor Converg.
 HZ2138;SPC IN E     -   340,835.623    93,150.043   MT  0.99996724   -0 02 54.8
 HZ2138;SPC IN E     - 1,118,224.87    305,609.77   sFT  0.99996724   -0 02 54.8
 HZ2138;SPC KY1Z     - 1,220,307.918 1,500,437.401   MT  0.99993462   +0 00 11.1
 HZ2138;SPC KY1Z     - 4,003,626.89  4,922,685.04   sFT  0.99993462   +0 00 11.1
 HZ2138;SPC KY N     -    91,898.328   369,270.627   MT  0.99996544   -0 55 48.0
 HZ2138;SPC KY N     -   301,503.10  1,211,515.38   sFT  0.99996544   -0 55 48.0
 HZ2138;UTM  16      - 4,241,885.812   609,709.797   MT  0.99974823   +0 46 41.6
 HZ2138
 HZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0970941885(NAD 83)
 HZ2138
 HZ2138                          SUPERSEDED SURVEY CONTROL
 HZ2138
 HZ2138  NAD 83(1993)-  38 19 06.16344(N)    085 44 41.99314(W) AD(       ) 3
 HZ2138  NAD 83(1986)-  38 19 06.16669(N)    085 44 41.99972(W) AD(       ) 3
 HZ2138  NAD 27      -  38 19 05.92400(N)    085 44 42.13300(W) AD(       ) 3
 HZ2138
 HZ2138.Superseded values are not recommended for survey control.
 HZ2138
 HZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2138.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2138
 HZ2138_MARKER: 42 = RADIO/TV MAST
 HZ2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2138+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 HZ2138
 HZ2138  HISTORY     - Date     Condition        Report By
 HZ2138  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2138  HISTORY     - 1975     GOOD             NGS
 HZ2138  HISTORY     - 20060404 GOOD             GEOCAC
 HZ2138  HISTORY     - 20110707 GOOD             GEOCAC
 HZ2138
 HZ2138                          STATION DESCRIPTION
 HZ2138
 HZ2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2138'THIS IS AN INTERSECTION STATION.
 HZ2138'
 HZ2138'THE STATION IS THE APEX OF THE POINTED TOP OF THE RADIO MAST. THE
 HZ2138'MAST IS LOCATED ABOUT 3 MILES NORTH OF
 HZ2138'JEFFERSONVILLE, AT THE WEST SIDE OF THE BROADCASTING STATION OF WAVE
 HZ2138'INCORPORATED, ABOUT 0.5 MILE EAST OF THE JUNCTION OF U.S.
 HZ2138'HIGHWAY 31E AND STATE HIGHWAY 231, AND 0.1 MILE WEST OF A MACADAM
 HZ2138'ROAD. THE MAST IS ABOUT 250 FEET HIGH, IS WHITE AND ORANGE IN
 HZ2138'COLOR, AND IS ABOUT 100 YARDS NORTH OF A SIMILAR RADIO MAST.
 HZ2138'
 HZ2138'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 62 IN
 HZ2138'JEFFERSONVILLE, GO NORTH ON HIGHWAY 31 FOR 1.3 MILES TO THE
 HZ2138'JUNCTION WITH U.S. HIGHWAY 31E, TURN RIGHT ON HIGHWAY 31E AND GO 1.7
 HZ2138'MILES TO THE JUNCTION WITH STATE HIGHWAY 231 AND A MACADAM SIDE
 HZ2138'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO A MACADAM CROSS ROAD, THEN
 HZ2138'TURN RIGHT AND GO 0.5 MILE TO RADIO MAST ON RIGHT.
 HZ2138
 HZ2138                          STATION RECOVERY (1975)
 HZ2138
 HZ2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2138'RECOVERED AS DESCRIBED.
 HZ2138'
 HZ2138'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--JEFFERSONVILLE.
 HZ2138
 HZ2138                          STATION RECOVERY (2006)
 HZ2138
 HZ2138'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 HZ2138'RECOVERED IN GOOD CONDITION.
 HZ2138
 HZ2138                          STATION RECOVERY (2011)
 HZ2138
 HZ2138'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 HZ2138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2139 ***********************************************************************
 HZ2139  DESIGNATION -  RADIO STATION WAVE SOUTH MAST
 HZ2139  PID         -  HZ2139
 HZ2139  STATE/COUNTY-  IN/CLARK
 HZ2139  COUNTRY     -  US
 HZ2139  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2139
 HZ2139                         *CURRENT SURVEY CONTROL
 HZ2139  ______________________________________________________________________
 HZ2139* NAD 83(1997) POSITION- 38 19 02.14438(N) 085 44 42.93788(W)   ADJUSTED
 HZ2139  ______________________________________________________________________
 HZ2139  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 HZ2139  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 HZ2139  HORZ ORDER      -  THIRD
 HZ2139
 HZ2139.The horizontal coordinates were established by classical geodetic methods
 HZ2139.and adjusted by the National Geodetic Survey in May 1999.
 HZ2139
 HZ2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2139.GEOID18 height accuracy estimate available here.
 HZ2139
 HZ2139.Click photographs - Photos may exist for this station.
 HZ2139
 HZ2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2139
 HZ2139. The following values were computed from the NAD 83(1997) position.
 HZ2139
 HZ2139;                    North         East     Units Scale Factor Converg.
 HZ2139;SPC IN E     -   340,711.729    93,126.983   MT  0.99996725   -0 02 55.4
 HZ2139;SPC IN E     - 1,117,818.40    305,534.11   sFT  0.99996725   -0 02 55.4
 HZ2139;SPC KY1Z     - 1,220,184.008 1,500,414.453   MT  0.99993447   +0 00 10.5
 HZ2139;SPC KY1Z     - 4,003,220.37  4,922,609.75   sFT  0.99993447   +0 00 10.5
 HZ2139;SPC KY N     -    91,774.804   369,245.664   MT  0.99996549   -0 55 48.5
 HZ2139;SPC KY N     -   301,097.84  1,211,433.48   sFT  0.99996549   -0 55 48.5
 HZ2139;UTM  16      - 4,241,761.626   609,688.531   MT  0.99974817   +0 46 40.9
 HZ2139
 HZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0968841761(NAD 83)
 HZ2139
 HZ2139                          SUPERSEDED SURVEY CONTROL
 HZ2139
 HZ2139  NAD 83(1993)-  38 19 02.14459(N)    085 44 42.93817(W) AD(       ) 3
 HZ2139  NAD 83(1986)-  38 19 02.14784(N)    085 44 42.94476(W) AD(       ) 3
 HZ2139  NAD 27      -  38 19 01.90800(N)    085 44 43.08100(W) AD(       ) 3
 HZ2139
 HZ2139.Superseded values are not recommended for survey control.
 HZ2139
 HZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2139.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2139
 HZ2139_MARKER: 42 = RADIO/TV MAST
 HZ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ2139+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 HZ2139
 HZ2139  HISTORY     - Date     Condition        Report By
 HZ2139  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2139  HISTORY     - 1975     GOOD             NGS
 HZ2139  HISTORY     - 20060404 GOOD             GEOCAC
 HZ2139  HISTORY     - 20110707 GOOD             GEOCAC
 HZ2139
 HZ2139                          STATION DESCRIPTION
 HZ2139
 HZ2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2139'THIS IS AN INTERSECTION STATION.
 HZ2139'
 HZ2139'THE STATION IS THE APEX OF THE POINTED TOP OF THE RADIO MAST. THE
 HZ2139'MAST IS LOCATED ABOUT 3 MILES NORTH OF
 HZ2139'JEFFERSONVILLE, AT THE WEST SIDE OF THE BROADCASTING STATION OF WAVE
 HZ2139'INCORPORATED, ABOUT 0.5 MILE EAST OF THE JUNCTION OF U.S.
 HZ2139'HIGHWAY 31E AND STATE HIGHWAY 231, AND 0.1 MILE WEST OF A MACADAM
 HZ2139'ROAD. THE MAST IS ABOUT 250 FEET HIGH, IS WHITE AND ORANGE IN
 HZ2139'COLOR, AND IS ABOUT 100 YARDS SOUTH OF A SIMILAR RADIO MAST.
 HZ2139'
 HZ2139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 62 IN
 HZ2139'JEFFERSONVILLE, GO NORTH ON HIGHWAY 31 FOR 1.3 MILES TO THE
 HZ2139'JUNCTION WITH U.S. HIGHWAY 31E, TURN RIGHT ON HIGHWAY 31E AND GO 1.7
 HZ2139'MILES TO THE JUNCTION WITH STATE HIGHWAY 231 AND A MACADAM SIDE
 HZ2139'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO A MACADAM CROSS ROAD, THEN
 HZ2139'TURN RIGHT AND GO 0.5 MILE TO RADIO MAST ON RIGHT.
 HZ2139
 HZ2139                          STATION RECOVERY (1975)
 HZ2139
 HZ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 HZ2139'RECOVERED AS DESCRIBED.
 HZ2139
 HZ2139                          STATION RECOVERY (2006)
 HZ2139
 HZ2139'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 HZ2139'RECOVERED IN GOOD CONDITION.
 HZ2139
 HZ2139                          STATION RECOVERY (2011)
 HZ2139
 HZ2139'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 HZ2139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2465 ***********************************************************************
 ME2465  DESIGNATION -  RADIO STATION WIMS SOUTH MAST
 ME2465  PID         -  ME2465
 ME2465  STATE/COUNTY-  IN/PORTER
 ME2465  COUNTRY     -  US
 ME2465  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2465
 ME2465                         *CURRENT SURVEY CONTROL
 ME2465  ______________________________________________________________________
 ME2465* NAD 83(1997) POSITION- 41 40 38.40528(N) 086 56 10.35747(W)   ADJUSTED
 ME2465  ______________________________________________________________________
 ME2465  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 ME2465  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 ME2465  HORZ ORDER      -  THIRD
 ME2465
 ME2465.The horizontal coordinates were established by classical geodetic methods
 ME2465.and adjusted by the National Geodetic Survey in May 1999.
 ME2465
 ME2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2465.GEOID18 height accuracy estimate available here.
 ME2465
 ME2465.Click photographs - Photos may exist for this station.
 ME2465
 ME2465.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2465
 ME2465. The following values were computed from the NAD 83(1997) position.
 ME2465
 ME2465;                    North         East     Units Scale Factor Converg.
 ME2465;SPC IN W     -   713,791.262   912,250.224   MT  0.99996851   +0 05 52.2
 ME2465;SPC IN W     - 2,341,830.17  2,992,940.94   sFT  0.99996851   +0 05 52.2
 ME2465;UTM  16      - 4,613,954.053   505,309.507   MT  0.99960035   +0 02 32.7
 ME2465
 ME2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0530913954(NAD 83)
 ME2465
 ME2465                          SUPERSEDED SURVEY CONTROL
 ME2465
 ME2465  NAD 83(1994)-  41 40 38.41033(N)    086 56 10.36192(W) AD(       ) 3
 ME2465  NAD 83(1986)-  41 40 38.40999(N)    086 56 10.36208(W) AD(       ) 3
 ME2465  NAD 27      -  41 40 38.27200(N)    086 56 10.25500(W) AD(       ) 3
 ME2465
 ME2465.Superseded values are not recommended for survey control.
 ME2465
 ME2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2465.See file dsdata.pdf to determine how the superseded data were derived.
 ME2465
 ME2465_MARKER: 42 = RADIO/TV MAST
 ME2465
 ME2465  HISTORY     - Date     Condition        Report By
 ME2465  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2465
 ME2465                          STATION DESCRIPTION
 ME2465
 ME2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2465'THE STATION IS THE FLASHING RED LIGHT ATOP RADIO STATION WIMS MAST,
 ME2465'(SOUTHERN MOST ONE OF THREE)
 ME2465'LOCATED 0.3 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 20 AND
 ME2465'THE LA PORTE-PORTE COUNTY LINE ROAD.
 ME2465'IT IS A STEEL STRUCTURE ABOUT 200 FEET HIGH AND PAINTED
 ME2465'IN ALTERNATE SECTIONS OF RED AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2466 ***********************************************************************
 ME2466  DESIGNATION -  RADIO STATION WIMS MIDDLE MAST
 ME2466  PID         -  ME2466
 ME2466  STATE/COUNTY-  IN/PORTER
 ME2466  COUNTRY     -  US
 ME2466  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2466
 ME2466                         *CURRENT SURVEY CONTROL
 ME2466  ______________________________________________________________________
 ME2466* NAD 83(1997) POSITION- 41 40 40.02844(N) 086 56 09.67832(W)   ADJUSTED
 ME2466  ______________________________________________________________________
 ME2466  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME2466  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 ME2466  HORZ ORDER      -  THIRD
 ME2466
 ME2466.The horizontal coordinates were established by classical geodetic methods
 ME2466.and adjusted by the National Geodetic Survey in May 1999.
 ME2466
 ME2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2466.GEOID18 height accuracy estimate available here.
 ME2466
 ME2466.Click photographs - Photos may exist for this station.
 ME2466
 ME2466.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2466
 ME2466. The following values were computed from the NAD 83(1997) position.
 ME2466
 ME2466;                    North         East     Units Scale Factor Converg.
 ME2466;SPC IN W     -   713,841.365   912,265.846   MT  0.99996852   +0 05 52.6
 ME2466;SPC IN W     - 2,341,994.55  2,992,992.20   sFT  0.99996852   +0 05 52.6
 ME2466;UTM  16      - 4,614,004.122   505,325.172   MT  0.99960035   +0 02 33.2
 ME2466
 ME2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0532514004(NAD 83)
 ME2466
 ME2466                          SUPERSEDED SURVEY CONTROL
 ME2466
 ME2466  NAD 83(1994)-  41 40 40.03348(N)    086 56 09.68277(W) AD(       ) 3
 ME2466  NAD 83(1986)-  41 40 40.03304(N)    086 56 09.68296(W) AD(       ) 3
 ME2466  NAD 27      -  41 40 39.90100(N)    086 56 09.57400(W) AD(       ) 3
 ME2466
 ME2466.Superseded values are not recommended for survey control.
 ME2466
 ME2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2466.See file dsdata.pdf to determine how the superseded data were derived.
 ME2466
 ME2466_MARKER: 42 = RADIO/TV MAST
 ME2466
 ME2466  HISTORY     - Date     Condition        Report By
 ME2466  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2466
 ME2466                          STATION DESCRIPTION
 ME2466
 ME2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2466'THE STATION IS THE FLASHING RED LIGHT ATOP RADIO STATION WIMS,
 ME2466'(MIDDLE ONE OF THREE)
 ME2466'LOCATED 0.3 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 20 AND
 ME2466'THE LA PORTE-PORTER COUNTY
 ME2466'LINE ROAD.  IT IS A STEEL STRUCTURE ABOUT 200 FEET HIGH AND
 ME2466'PAINTED IN ALTERNATE SECTIONS OF RED AND
 ME2466'WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2467 ***********************************************************************
 ME2467  DESIGNATION -  RADIO STATION WIMS NORTH MAST
 ME2467  PID         -  ME2467
 ME2467  STATE/COUNTY-  IN/PORTER
 ME2467  COUNTRY     -  US
 ME2467  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2467
 ME2467                         *CURRENT SURVEY CONTROL
 ME2467  ______________________________________________________________________
 ME2467* NAD 83(1997) POSITION- 41 40 41.64297(N) 086 56 08.99188(W)   ADJUSTED
 ME2467  ______________________________________________________________________
 ME2467  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME2467  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 ME2467  HORZ ORDER      -  THIRD
 ME2467
 ME2467.The horizontal coordinates were established by classical geodetic methods
 ME2467.and adjusted by the National Geodetic Survey in May 1999.
 ME2467
 ME2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2467.GEOID18 height accuracy estimate available here.
 ME2467
 ME2467.Click photographs - Photos may exist for this station.
 ME2467
 ME2467.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2467
 ME2467. The following values were computed from the NAD 83(1997) position.
 ME2467
 ME2467;                    North         East     Units Scale Factor Converg.
 ME2467;SPC IN W     -   713,891.202   912,281.638   MT  0.99996852   +0 05 53.1
 ME2467;SPC IN W     - 2,342,158.05  2,993,044.01   sFT  0.99996852   +0 05 53.1
 ME2467;UTM  16      - 4,614,053.925   505,341.006   MT  0.99960035   +0 02 33.6
 ME2467
 ME2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0534114053(NAD 83)
 ME2467
 ME2467                          SUPERSEDED SURVEY CONTROL
 ME2467
 ME2467  NAD 83(1994)-  41 40 41.64802(N)    086 56 08.99634(W) AD(       ) 3
 ME2467  NAD 83(1986)-  41 40 41.64758(N)    086 56 08.99648(W) AD(       ) 3
 ME2467  NAD 27      -  41 40 41.51500(N)    086 56 08.88800(W) AD(       ) 3
 ME2467
 ME2467.Superseded values are not recommended for survey control.
 ME2467
 ME2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2467.See file dsdata.pdf to determine how the superseded data were derived.
 ME2467
 ME2467_MARKER: 42 = RADIO/TV MAST
 ME2467
 ME2467  HISTORY     - Date     Condition        Report By
 ME2467  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2467
 ME2467                          STATION DESCRIPTION
 ME2467
 ME2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2467'THE STATION IS THE FLASHING RED LIGHT ATOP RADIO STATION WIMS,
 ME2467'(NORTHERN MOST ONE OF THREE)
 ME2467'LOCATED 0.3 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 20 AND
 ME2467'THE LA PORTE-PORTER COUNTY LINE
 ME2467'ROAD.  IT IS A STEEL STRUCTURE ABOUT 200 FEET HIGH AND
 ME2467'PAINTED IN ALTERNATE SECTIONS OF RED AND
 ME2467'WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1549 ***********************************************************************
 MD1549  DESIGNATION -  RADIO STATION WKJG MAST
 MD1549  PID         -  MD1549
 MD1549  STATE/COUNTY-  IN/ALLEN
 MD1549  COUNTRY     -  US
 MD1549  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1549
 MD1549                         *CURRENT SURVEY CONTROL
 MD1549  ______________________________________________________________________
 MD1549* NAD 83(1997) POSITION- 41 00 12.03572(N) 085 05 58.30014(W)   ADJUSTED
 MD1549  ______________________________________________________________________
 MD1549  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 MD1549  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 MD1549  HORZ ORDER      -  THIRD
 MD1549
 MD1549.The horizontal coordinates were established by classical geodetic methods
 MD1549.and adjusted by the National Geodetic Survey in May 1999.
 MD1549
 MD1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1549.GEOID18 height accuracy estimate available here.
 MD1549
 MD1549.Click photographs - Photos may exist for this station.
 MD1549
 MD1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1549
 MD1549. The following values were computed from the NAD 83(1997) position.
 MD1549
 MD1549;                    North         East     Units Scale Factor Converg.
 MD1549;SPC IN E     -   639,084.400   147,712.441   MT  0.99999467   +0 22 19.6
 MD1549;SPC IN E     - 2,096,729.40    484,619.90   sFT  0.99999467   +0 22 19.6
 MD1549;UTM  16      - 4,540,867.683   659,828.679   MT  0.99991441   +1 14 49.8
 MD1549
 MD1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5982840867(NAD 83)
 MD1549
 MD1549                          SUPERSEDED SURVEY CONTROL
 MD1549
 MD1549  NAD 83(1995)-  41 00 12.03534(N)    085 05 58.30471(W) AD(       ) 3
 MD1549  NAD 83(1986)-  41 00 12.03760(N)    085 05 58.31458(W) AD(       ) 3
 MD1549  NAD 27      -  41 00 11.86600(N)    085 05 58.42500(W) AD(       ) 3
 MD1549
 MD1549.Superseded values are not recommended for survey control.
 MD1549
 MD1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1549.See file dsdata.pdf to determine how the superseded data were derived.
 MD1549
 MD1549_MARKER: 42 = RADIO/TV MAST
 MD1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1549+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 MD1549
 MD1549  HISTORY     - Date     Condition        Report By
 MD1549  HISTORY     - 1955     FIRST OBSERVED   CGS
 MD1549  HISTORY     - 1963     GOOD             CGS
 MD1549  HISTORY     - 20030704 GOOD             GEOCAC
 MD1549
 MD1549                          STATION DESCRIPTION
 MD1549
 MD1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 MD1549'THE STATION IS LOCATED ALONG U.S. HIGHWAY 27, ABOUT 6.0 MILES
 MD1549'SOUTH-SOUTHEAST OF FORT WAYNE
 MD1549'AND 5.0 MILES EAST-SOUTHEAST OF WAYNEDALE.  IT IS OWNED BY THE
 MD1549'NORTHEASTERN INDIANA BROADCASTING
 MD1549'COMPANY INC.  IT IS A 4 LEGGED STRUCTURE, 364 FEET HIGH AND
 MD1549'PAINTED ORANGE AND WHITE.  THE POINT
 MD1549'OBSERVED WAS THE APEX OF THE STRUCTURE.
 MD1549
 MD1549                          STATION RECOVERY (1963)
 MD1549
 MD1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1549'RECOVERED IN GOOD CONDITION, THE ENGINEER AT THE STATION STATED THAT
 MD1549'THE STRUCTURE IS UNCHANGED SINCE
 MD1549'1955 AND THAT IT IS 364 FEET HIGH.
 MD1549'
 MD1549'ABOUT 5-1/4 MILES S AND ABOUT 2 MILES E OF THE COURTHOUSE IN FORT
 MD1549'WAYNE, ABOUT 140 YARDS E OF THE
 MD1549'CENTER LINE OF NO. 27 U. S. HIGHWAY, 15 YARDS N OF CENTER LINE OF
 MD1549'MAPLES ROAD, A 4-LEGGED STEEL TOWER,
 MD1549'364 FEET HIGH, OWNED NOW BY WKJG INCORPORATED.  ADJUNCTS TO
 MD1549'THE BROADCASTING ARE FOUR ABOUT HALF-AS-HIGH
 MD1549'TOWERS APACED AN ESTIMATED 50 YARDS APART AND
 MD1549'EXTENDING IN A LINE NORTH-NORTHWESTERLY FROM A POINT AN ESTIMATED
 MD1549'100 YARDS ENE OF THE SUBJECT TOWER.
 MD1549
 MD1549                          STATION RECOVERY (2003)
 MD1549
 MD1549'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 MD1549'THIS IS NOW OWNED BY FEDERATED MEDIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1733 ***********************************************************************
 JA1733  DESIGNATION -  RAGAIN
 JA1733  PID         -  JA1733
 JA1733  STATE/COUNTY-  IN/WASHINGTON
 JA1733  COUNTRY     -  US
 JA1733  USGS QUAD   -  FREDERICKSBURG (2019)
 JA1733
 JA1733                         *CURRENT SURVEY CONTROL
 JA1733  ______________________________________________________________________
 JA1733* NAD 83(1997) POSITION- 38 29 14.22194(N) 086 13 26.67269(W)   ADJUSTED
 JA1733* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 JA1733  ______________________________________________________________________
 JA1733  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 JA1733  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 JA1733  HORZ ORDER      -  SECOND
 JA1733
 JA1733.The horizontal coordinates were established by classical geodetic methods
 JA1733.and adjusted by the National Geodetic Survey in May 1999.
 JA1733
 JA1733.The orthometric height was scaled from a topographic map.
 JA1733
 JA1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1733.GEOID18 height accuracy estimate available here.
 JA1733
 JA1733.Click photographs - Photos may exist for this station.
 JA1733
 JA1733.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1733
 JA1733. The following values were computed from the NAD 83(1997) position.
 JA1733
 JA1733;                    North         East     Units Scale Factor Converg.
 JA1733;SPC IN E     -   359,728.489    51,368.563   MT  0.99999578   -0 20 48.9
 JA1733;SPC IN E     - 1,180,209.22    168,531.69   sFT  0.99999578   -0 20 48.9
 JA1733;UTM  16      - 4,260,167.604   567,671.309   MT  0.99965639   +0 28 58.5
 JA1733
 JA1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1733!SPC IN E     -   0.99996369  x   0.99999578  =   0.99995947
 JA1733!UTM  16      -   0.99996369  x   0.99965639  =   0.99962010
 JA1733
 JA1733:                Primary Azimuth Mark                     Grid Az
 JA1733:SPC IN E     -  RAGAIN AZ MK                             101 19 10.7
 JA1733:UTM  16      -  RAGAIN AZ MK                             100 29 23.3
 JA1733
 JA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6767160167(NAD 83)
 JA1733
 JA1733|---------------------------------------------------------------------|
 JA1733| PID    Reference Object                     Distance      Geod. Az  |
 JA1733|                                                           dddmmss.s |
 JA1733| CG9765 RAGAIN AZ MK                                       1005821.8 |
 JA1733| CG9766 RAGAIN RM 1                          19.792 METERS 21247     |
 JA1733| CG9767 RAGAIN RM 2                          20.626 METERS 33351     |
 JA1733|---------------------------------------------------------------------|
 JA1733
 JA1733                          SUPERSEDED SURVEY CONTROL
 JA1733
 JA1733  NAD 83(1993)-  38 29 14.22489(N)    086 13 26.67501(W) AD(       ) 2
 JA1733  NAD 83(1986)-  38 29 14.22660(N)    086 13 26.67777(W) AD(       ) 2
 JA1733  NAD 27      -  38 29 14.01500(N)    086 13 26.74800(W) AD(       ) 2
 JA1733
 JA1733.Superseded values are not recommended for survey control.
 JA1733
 JA1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1733.See file dsdata.pdf to determine how the superseded data were derived.
 JA1733
 JA1733_MARKER: DS = TRIANGULATION STATION DISK
 JA1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1733_STAMPING: RAGAIN 1946
 JA1733_MARK LOGO: CGS
 JA1733_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1733+STABILITY: SURFACE MOTION
 JA1733
 JA1733  HISTORY     - Date     Condition        Report By
 JA1733  HISTORY     - 1946     MONUMENTED       CGS
 JA1733
 JA1733                          STATION DESCRIPTION
 JA1733
 JA1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1733'THE STATION IS ON THE HIGHEST POINT OF LAND OF THE EAST END OF A
 JA1733'WOODED RIDGE, ABOUT 4 MILES NORTHWEST OF FREDERICKSBURG, ABOUT 4
 JA1733'MILES NORTHEAST OF HARDINSBURG, ABOUT 1/4 MILE WEST OF THE J.C.
 JA1733'RAGAINS FARMHOUSE, AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE
 JA1733'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAGAIN 1946.
 JA1733'
 JA1733'REFERENCE MARK NO. 1 IS 64.94 FEET SOUTHWEST OF THE STATION.  THE
 JA1733'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED RAGAIN NO 1
 JA1733'1946.
 JA1733'
 JA1733'REFERENCE MARK NO. 2 IS 67.67 FEET NORTHWEST OF THE STATION.  THE
 JA1733'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED RAGAIN NO 2
 JA1733'1946.
 JA1733'
 JA1733'AZIMUTH MARK IS EAST OF THE STATION, 50 FEET NORTH-NORTHWEST OF THE
 JA1733'INTERSECTION OF MAIN GRAVEL ROAD WITH A SIDE ROAD, 21 FEET WEST OF
 JA1733'MAIN GRAVEL ROAD, AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE
 JA1733'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAGAIN 1946.
 JA1733'
 JA1733'TO REACH FROM THE CONCRETE HIGHWAY BRIDGE IN FREDERICKSBURG, GO WEST
 JA1733'ON U.S. HIGHWAY 150 FOR 0.3 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN
 JA1733'RIGHT AND GO NORTH FOR 3.8 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 JA1733'GO 0.4 MILE TO A RIGHT TURN IN THE ROAD, TURN RIGHT AND GO 0.2
 JA1733'MILE TO THE RAGAINS FARMHOUSE ON LEFT, CONTINUE STRAIGHT AHEAD
 JA1733'FOR 0.4 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT AND GO 0.2
 JA1733'MILE TO A GATE, GO THROUGH GATE THEN TURN LEFT AND FOLLOW DIM
 JA1733'ROAD TO TOP OF RIDGE AND STATION AS DESCRIBED.
 JA1733'
 JA1733'THE AZIMUTH MARK IS 50 FEET NORTH-NORTHWEST FROM THIS
 JA1733'INTERSECTION.
 JA1733'
 JA1733'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0436 ***********************************************************************
 LA0436  DESIGNATION -  RAN G 11
 LA0436  PID         -  LA0436
 LA0436  STATE/COUNTY-  IN/RANDOLPH
 LA0436  COUNTRY     -  US
 LA0436  USGS QUAD   -  LYNN (2019)
 LA0436
 LA0436                         *CURRENT SURVEY CONTROL
 LA0436  ______________________________________________________________________
 LA0436* NAD 83(1986) POSITION- 40 02 55.     (N) 084 58 07.     (W)   SCALED
 LA0436* NAVD 88 ORTHO HEIGHT -   345.557 (meters)     1133.71  (feet) ADJUSTED
 LA0436  ______________________________________________________________________
 LA0436  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LA0436  DYNAMIC HEIGHT  -        345.366 (meters)     1133.09  (feet) COMP
 LA0436  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 LA0436
 LA0436  VERT ORDER      -  SECOND    CLASS 0
 LA0436
 LA0436.The horizontal coordinates were scaled from a map and have
 LA0436.an estimated accuracy of +/- 6 seconds.
 LA0436
 LA0436.The orthometric height was determined by differential leveling and
 LA0436.adjusted by the NATIONAL GEODETIC SURVEY
 LA0436.in June 1991.
 LA0436
 LA0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0436.GEOID18 height accuracy estimate available here.
 LA0436
 LA0436.Click photographs - Photos may exist for this station.
 LA0436
 LA0436.The dynamic height is computed by dividing the NAVD 88
 LA0436.geopotential number by the normal gravity value computed on the
 LA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0436.degrees latitude (g = 980.6199 gals.).
 LA0436
 LA0436.The modeled gravity was interpolated from observed gravity values.
 LA0436
 LA0436;                    North         East    Units  Estimated Accuracy
 LA0436;SPC IN E     -   533,150.      159,570.      MT  (+/- 180 meters Scaled)
 LA0436
 LA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK732351(NAD 83)
 LA0436
 LA0436                          SUPERSEDED SURVEY CONTROL
 LA0436
 LA0436  NGVD 29 (??/??/92)  345.697  (m)         1134.17   (f) ADJ UNCH    2 0
 LA0436
 LA0436.Superseded values are not recommended for survey control.
 LA0436
 LA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0436.See file dsdata.pdf to determine how the superseded data were derived.
 LA0436
 LA0436_MARKER: DD = SURVEY DISK
 LA0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0436_SP_SET: ABUTMENT
 LA0436_STAMPING: RAN G 11
 LA0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0436
 LA0436  HISTORY     - Date     Condition        Report By
 LA0436  HISTORY     - UNK      MONUMENTED       INHD
 LA0436  HISTORY     - 1947     GOOD             CGS
 LA0436  HISTORY     - 20080207 MARK NOT FOUND   INDIV
 LA0436
 LA0436                          STATION DESCRIPTION
 LA0436
 LA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0436'1.6 MI W FROM LYNN.
 LA0436'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0436'WITH U.S. HIGHWAY 27 AT LYNN, IN THE TOP OF THE NORTH END OF THE
 LA0436'WEST ABUTMENT OF A 70-FOOT CONCRETE BRIDGE, 18 FEET NORTH OF THE
 LA0436'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE CONCRETE BANISTER
 LA0436'AND 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 LA0436
 LA0436                          STATION RECOVERY (2008)
 LA0436
 LA0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MRH)
 LA0436'MARK HAS BEEN REPLACED BY A NEW TABLET.  NO NEW PUBLISHED ELEVATION
 LA0436'WAS FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0435 ***********************************************************************
 LA0435  DESIGNATION -  RAN G 12
 LA0435  PID         -  LA0435
 LA0435  STATE/COUNTY-  IN/RANDOLPH
 LA0435  COUNTRY     -  US
 LA0435  USGS QUAD   -  LYNN (2019)
 LA0435
 LA0435                         *CURRENT SURVEY CONTROL
 LA0435  ______________________________________________________________________
 LA0435* NAD 83(1986) POSITION- 40 02 55.     (N) 084 57 52.     (W)   SCALED
 LA0435* NAVD 88 ORTHO HEIGHT -   345.459 (meters)     1133.39  (feet) ADJUSTED
 LA0435  ______________________________________________________________________
 LA0435  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 LA0435  DYNAMIC HEIGHT  -        345.268 (meters)     1132.77  (feet) COMP
 LA0435  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 LA0435
 LA0435  VERT ORDER      -  SECOND    CLASS 0
 LA0435
 LA0435.The horizontal coordinates were scaled from a map and have
 LA0435.an estimated accuracy of +/- 6 seconds.
 LA0435
 LA0435.The orthometric height was determined by differential leveling and
 LA0435.adjusted by the NATIONAL GEODETIC SURVEY
 LA0435.in June 1991.
 LA0435
 LA0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0435.GEOID18 height accuracy estimate available here.
 LA0435
 LA0435.Click photographs - Photos may exist for this station.
 LA0435
 LA0435.The dynamic height is computed by dividing the NAVD 88
 LA0435.geopotential number by the normal gravity value computed on the
 LA0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0435.degrees latitude (g = 980.6199 gals.).
 LA0435
 LA0435.The modeled gravity was interpolated from observed gravity values.
 LA0435
 LA0435;                    North         East    Units  Estimated Accuracy
 LA0435;SPC IN E     -   533,150.      159,920.      MT  (+/- 180 meters Scaled)
 LA0435
 LA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK736351(NAD 83)
 LA0435
 LA0435                          SUPERSEDED SURVEY CONTROL
 LA0435
 LA0435  NGVD 29 (??/??/92)  345.600  (m)         1133.86   (f) ADJ UNCH    2 0
 LA0435
 LA0435.Superseded values are not recommended for survey control.
 LA0435
 LA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0435.See file dsdata.pdf to determine how the superseded data were derived.
 LA0435
 LA0435_MARKER: DD = SURVEY DISK
 LA0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0435_SP_SET: ABUTMENT
 LA0435_STAMPING: RAN G 12
 LA0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0435+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2008
 LA0435
 LA0435  HISTORY     - Date     Condition        Report By
 LA0435  HISTORY     - UNK      MONUMENTED       INHD
 LA0435  HISTORY     - 1947     GOOD             CGS
 LA0435  HISTORY     - 20080207 GOOD             INDIV
 LA0435
 LA0435                          STATION DESCRIPTION
 LA0435
 LA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0435'1.3 MI W FROM LYNN.
 LA0435'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0435'WITH U.S. HIGHWAY 27 AT LYNN, ABOUT 0.3 MILE WEST OF A CROSS
 LA0435'ROAD, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 28-FOOT
 LA0435'CONCRETE BRIDGE, 20.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0435'0.6 FOOT NORTH OF THE CONCRETE BANISTER, AND 0.5 FOOT ABOVE THE
 LA0435'BRIDGE FLOOR.
 LA0435
 LA0435                          STATION RECOVERY (2008)
 LA0435
 LA0435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MRH)
 LA0435'DESCRIPTION IS GOOD.  THE BRIDGE THE BENCHMARK IS SET IN IS SCHEDULED
 LA0435'TO BE REPLACED IN 2009.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0314 ***********************************************************************
 ME0314  DESIGNATION -  RANDOLF
 ME0314  PID         -  ME0314
 ME0314  STATE/COUNTY-  IN/MARSHALL
 ME0314  COUNTRY     -  US
 ME0314  USGS QUAD   -  CULVER (2019)
 ME0314
 ME0314                         *CURRENT SURVEY CONTROL
 ME0314  ______________________________________________________________________
 ME0314* NAD 83(1997) POSITION- 41 13 15.66256(N) 086 24 44.91525(W)   ADJUSTED
 ME0314* NAVD 88 ORTHO HEIGHT -   231.127 (meters)      758.29  (feet) ADJUSTED
 ME0314  ______________________________________________________________________
 ME0314  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 ME0314  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 ME0314  DYNAMIC HEIGHT  -        231.031 (meters)      757.97  (feet) COMP
 ME0314  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME0314
 ME0314  HORZ ORDER      -  SECOND
 ME0314  VERT ORDER      -  SECOND    CLASS 0
 ME0314
 ME0314.The horizontal coordinates were established by classical geodetic methods
 ME0314.and adjusted by the National Geodetic Survey in May 1999.
 ME0314
 ME0314.The orthometric height was determined by differential leveling and
 ME0314.adjusted by the NATIONAL GEODETIC SURVEY
 ME0314.in June 1991.
 ME0314
 ME0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0314.GEOID18 height accuracy estimate available here.
 ME0314
 ME0314.Click photographs - Photos may exist for this station.
 ME0314
 ME0314.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0314
 ME0314.The dynamic height is computed by dividing the NAVD 88
 ME0314.geopotential number by the normal gravity value computed on the
 ME0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0314.degrees latitude (g = 980.6199 gals.).
 ME0314
 ME0314.The modeled gravity was interpolated from observed gravity values.
 ME0314
 ME0314. The following values were computed from the NAD 83(1997) position.
 ME0314
 ME0314;                    North         East     Units Scale Factor Converg.
 ME0314;SPC IN E     -   663,370.912    37,463.081   MT  1.00001478   -0 29 29.3
 ME0314;SPC IN E     - 2,176,409.40    122,910.12   sFT  1.00001478   -0 29 29.3
 ME0314;SPC IN W     -   663,319.708   956,252.000   MT  1.00000559   +0 26 31.5
 ME0314;SPC IN W     - 2,176,241.41  3,137,303.44   sFT  1.00000559   +0 26 31.5
 ME0314;UTM  16      - 4,563,458.946   549,246.319   MT  0.99962985   +0 23 13.8
 ME0314
 ME0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0314!SPC IN E     -   0.99996903  x   1.00001478  =   0.99998381
 ME0314!SPC IN W     -   0.99996903  x   1.00000559  =   0.99997462
 ME0314!UTM  16      -   0.99996903  x   0.99962985  =   0.99959889
 ME0314
 ME0314:                Primary Azimuth Mark                     Grid Az
 ME0314:SPC IN E     -  CULVER                                   239 19 36.7
 ME0314:SPC IN W     -  CULVER                                   238 23 35.9
 ME0314:UTM  16      -  CULVER                                   238 26 53.6
 ME0314
 ME0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4924663458(NAD 83)
 ME0314
 ME0314|---------------------------------------------------------------------|
 ME0314| PID    Reference Object                     Distance      Geod. Az  |
 ME0314|                                                           dddmmss.s |
 ME0314| ME0315 RANDOLF RM                            9.885 METERS 05313     |
 ME0314| ME2322 CULVER                              APPROX. 0.6 KM 2385007.4 |
 ME0314|---------------------------------------------------------------------|
 ME0314
 ME0314                          SUPERSEDED SURVEY CONTROL
 ME0314
 ME0314  NAD 83(1986)-  41 13 15.67157(N)    086 24 44.92233(W) AD(       ) 2
 ME0314  NAD 27      -  41 13 15.52140(N)    086 24 44.89940(W) AD(       ) 2
 ME0314  USSD        -  41 13 15.54300(N)    086 24 44.72200(W) AD(       ) 3
 ME0314  NGVD 29 (??/??/92)  231.240  (m)          758.66   (f) ADJ UNCH    2 0
 ME0314  NGVD 29             231.24   (m)          758.7    (f) LEVELING    3  
 ME0314
 ME0314.Superseded values are not recommended for survey control.
 ME0314
 ME0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0314.See file dsdata.pdf to determine how the superseded data were derived.
 ME0314
 ME0314_MARKER: DS = TRIANGULATION STATION DISK
 ME0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0314_STAMPING: RANDOLF 1920
 ME0314_MARK LOGO: CGS
 ME0314_PROJECTION: PROJECTING 5 CENTIMETERS
 ME0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0314+STABILITY: SURFACE MOTION
 ME0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0314+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 ME0314
 ME0314  HISTORY     - Date     Condition        Report By
 ME0314  HISTORY     - 1920     MONUMENTED       CGS
 ME0314  HISTORY     - 1934     GOOD             CGS
 ME0314  HISTORY     - 1938     GOOD             CGS
 ME0314  HISTORY     - 1938     GOOD             CGS
 ME0314  HISTORY     - 20100809 GOOD             DLZCOR
 ME0314  HISTORY     - 20180314 GOOD             LFA
 ME0314
 ME0314                          STATION DESCRIPTION
 ME0314
 ME0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0314'ABOUT ONE-FOURTH
 ME0314'MILE N OF CULVER,
 ME0314'ON THE E SIDE OF THE TRACK, 275 YARDS N OF MILEPOST
 ME0314'T.H. 149, 150 YARDS N OF SWITCH
 ME0314'SIGNAL FOR SIDING, 100 YARDS
 ME0314'S OF A ROAD CROSSING, 13.34 METERS (43.77 FEET) E
 ME0314'OF THE E AND
 ME0314'NEAREST RAIL OF THE MAIN TRACK.  THE STATION, UNDERGROUND AND
 ME0314'REFERENCE MARKS
 ME0314'ARE BRONZE TABLETS SET IN CONCRETE.
 ME0314'THE
 ME0314'REFERENCE MARK IS ON THE SAME SIDE
 ME0314'OF THE TRACK NEAR THE FENCE LINE, 9.885 METERS
 ME0314'(32.43 FEET) FROM
 ME0314'THE STATION N 53 DEG 13 MIN E.
 ME0314
 ME0314                          STATION RECOVERY (1934)
 ME0314
 ME0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ME0314'0.2 MI NE FROM CULVER.
 ME0314'0.2 MILE NORTHEAST ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0314'PENNSYLVANIA RAILROAD FROM THE STATION AT CULVER, MARSHALL COUNTY,
 ME0314'275 YARDS NORTH OF MILEPOST TH 149, 180 YARDS SOUTH OF THE ROAD
 ME0314'LEADING TO THE CULVER MILITARY ACADEMY, 150 YARDS NORTH OF A
 ME0314'SWITCH STAND FOR A BLIND SWITCH, AND 15 YARDS EAST OF THE EAST
 ME0314'RAIL OF THE MAIN TRACK.  A STANDARD TRIANGULATION-STATION
 ME0314'DISK, STAMPED RANDOLF 1920 AND SET IN THE TOP OF A CONCRETE POST
 ME0314'PROJECTING 2 INCHES ABOVE GROUND.
 ME0314
 ME0314                          STATION RECOVERY (1938)
 ME0314
 ME0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME0314'ABOUT 0.2 MILE NORTHEAST
 ME0314'ALONG THE
 ME0314'PENNSYLVANIA RAILROAD FROM THE STATION AT CULVER, ABOUT
 ME0314'275 YARDS NORTH OF MILEPOST
 ME0314'TH 149, ABOUT 150 YARDS NORTH OF A
 ME0314'SWITCH STAND, ABOUT 180 YARDS SOUTH OF THE
 ME0314'CENTER LINE OF A
 ME0314'ROAD LEADING TO CULVER MILITARY ACADEMY, AND ABOUT 15 YARDS
 ME0314'EAST OF THE
 ME0314'EAT RAIL OF THE MAIN TRACK.  A STANDARD TRIANGULATION
 ME0314'STATION DISK, STAMPED
 ME0314'RANDOLF 1920 AND SET IN THE TOP OF A
 ME0314'CONCRETE POST PROJECTING ABOUT 2 INCHES
 ME0314'ABOVE GROUND.
 ME0314
 ME0314                          STATION RECOVERY (1938)
 ME0314
 ME0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME0314'ABOUT 0.2 MILE NORTHEAST
 ME0314'ALONG THE
 ME0314'PENNSYLVANIA RAILROAD FROM THE STATION AT CULVER, ABOUT
 ME0314'285 YARDS NORTH OF MILEPOST
 ME0314'TH 149, ABOUT 160 YARDS NORTH OF A
 ME0314'SWITCH STAND, ABOUT 170 YARDS SOUTH OF THE
 ME0314'CENTER LINE OF A ROAD
 ME0314'LEADING TO CULVER MILITARY ACADEMY, ABOUT 15 YARDS EAST OF
 ME0314'THE EAST
 ME0314'RAIL OF THE MAIN TRACK, ABOUT 10 YARDS EAST OF THE EAST RAIL
 ME0314'OF A SIDE TRACK, AND
 ME0314'ABOUT 10 YARDS NORTH OF TRIANGULATION STATION
 ME0314'RANDOLF.  A STANDARD REFERENCE MARK
 ME0314'DISK, STAMPED RANDOLF 1920 AND
 ME0314'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 ME0314'INCHES ABOVE
 ME0314'GROUND.
 ME0314
 ME0314                          STATION RECOVERY (2010)
 ME0314
 ME0314'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME0314'DISC STAMPED 'RANDOLPH 1920' ON 1FT BY 1FT CONCRETE MONUMENT FOUND
 ME0314'45FT SOUTHEAST OF TRAIL (OLD RAILROAD) AND 370FT EAST OF EAST FACE OF
 ME0314'WATER
 ME0314'TOWER.
 ME0314
 ME0314                          STATION RECOVERY (2018)
 ME0314
 ME0314'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2018 (SST)
 ME0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0315 ***********************************************************************
 ME0315  DESIGNATION -  RANDOLF RM
 ME0315  PID         -  ME0315
 ME0315  STATE/COUNTY-  IN/MARSHALL
 ME0315  COUNTRY     -  US
 ME0315  USGS QUAD   -  CULVER (2019)
 ME0315
 ME0315                         *CURRENT SURVEY CONTROL
 ME0315  ______________________________________________________________________
 ME0315* NAD 83(1986) POSITION- 41 13 15.85   (N) 086 24 44.58   (W)   HD_HELD1
 ME0315* NAVD 88 ORTHO HEIGHT -   230.826 (meters)      757.30  (feet) ADJUSTED
 ME0315  ______________________________________________________________________
 ME0315  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 ME0315  DYNAMIC HEIGHT  -        230.730 (meters)      756.99  (feet) COMP
 ME0315  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME0315
 ME0315  VERT ORDER      -  SECOND    CLASS 0
 ME0315
 ME0315.The horizontal coordinates were determined by differentially corrected
 ME0315.hand held GPS observations or other comparable positioning techniques
 ME0315.and have an estimated accuracy of +/- 3 meters.
 ME0315
 ME0315.The orthometric height was determined by differential leveling and
 ME0315.adjusted by the NATIONAL GEODETIC SURVEY
 ME0315.in June 1991.
 ME0315
 ME0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0315.GEOID18 height accuracy estimate available here.
 ME0315
 ME0315.Click photographs - Photos may exist for this station.
 ME0315
 ME0315.The dynamic height is computed by dividing the NAVD 88
 ME0315.geopotential number by the normal gravity value computed on the
 ME0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0315.degrees latitude (g = 980.6199 gals.).
 ME0315
 ME0315.The modeled gravity was interpolated from observed gravity values.
 ME0315
 ME0315;                    North         East    Units  Estimated Accuracy
 ME0315;SPC IN E     -   663,376.6      37,470.9     MT  (+/- 3 meters HH1 GPS) 
 ME0315
 ME0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4925463464(NAD 83)
 ME0315
 ME0315                          SUPERSEDED SURVEY CONTROL
 ME0315
 ME0315  NGVD 29 (??/??/92)  230.939  (m)          757.67   (f) ADJ UNCH    2 0
 ME0315
 ME0315.Superseded values are not recommended for survey control.
 ME0315
 ME0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0315.See file dsdata.pdf to determine how the superseded data were derived.
 ME0315
 ME0315_MARKER: DR = REFERENCE MARK DISK
 ME0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0315_STAMPING: RANDOLF 1920
 ME0315_MARK LOGO: CGS
 ME0315_PROJECTION: PROJECTING 5 CENTIMETERS
 ME0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0315+STABILITY: SURFACE MOTION
 ME0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0315+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 ME0315
 ME0315  HISTORY     - Date     Condition        Report By
 ME0315  HISTORY     - 1920     MONUMENTED       CGS
 ME0315  HISTORY     - 1934     GOOD             CGS
 ME0315  HISTORY     - 20100809 GOOD             DLZCOR
 ME0315  HISTORY     - 20180314 GOOD             LFA
 ME0315
 ME0315                          STATION DESCRIPTION
 ME0315
 ME0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0315'0.2 MI NE FROM CULVER.
 ME0315'0.2 MILE NORTHEAST ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0315'PENNSYLVANIA RAILROAD FROM THE STATION AT CULVER, MARSHALL COUNTY,
 ME0315'285 YARDS NORTH OF MILEPOST TH 149, 170 YARDS SOUTH OF THE ROAD
 ME0315'LEADING TO THE CULVER MILITARY ACADEMY, 160 YARDS NORTH OF A
 ME0315'SWITCH STAND FOR A BLIND SWITCH, 15 YARDS EAST OF THE EAST RAIL
 ME0315'OF THE MAIN TRACK, 10 YARDS EAST OF THE EAST RAIL OF A SIDETRACK,
 ME0315'AND 10 YARDS NORTH OF TRIANGULATION STATION RANDOLF.  A
 ME0315'STANDARD REFERENCE-MARK DISK, STAMPED RANDOLF 1920 AND SET IN
 ME0315'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ME0315
 ME0315                          STATION RECOVERY (2010)
 ME0315
 ME0315'RECOVERY NOTE BY DLZ CORPORATION 2010 (BT)
 ME0315'RECOVERED IN GOOD CONDITION.
 ME0315
 ME0315                          STATION RECOVERY (2018)
 ME0315
 ME0315'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2018 (SST)
 ME0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2571 ***********************************************************************
 ME2571  DESIGNATION -  RANGE
 ME2571  PID         -  ME2571
 ME2571  STATE/COUNTY-  IN/LAKE
 ME2571  COUNTRY     -  US
 ME2571  USGS QUAD   -  LEROY (2019)
 ME2571
 ME2571                         *CURRENT SURVEY CONTROL
 ME2571  ______________________________________________________________________
 ME2571* NAD 83(1997) POSITION- 41 15 04.58374(N) 087 21 06.42655(W)   ADJUSTED
 ME2571* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 ME2571  ______________________________________________________________________
 ME2571  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 ME2571  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 ME2571  HORZ ORDER      -  SECOND
 ME2571
 ME2571.The horizontal coordinates were established by classical geodetic methods
 ME2571.and adjusted by the National Geodetic Survey in May 1999.
 ME2571
 ME2571.The orthometric height was scaled from a topographic map.
 ME2571
 ME2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2571.GEOID18 height accuracy estimate available here.
 ME2571
 ME2571.Click photographs - Photos may exist for this station.
 ME2571
 ME2571.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2571
 ME2571. The following values were computed from the NAD 83(1997) position.
 ME2571
 ME2571;                    North         East     Units Scale Factor Converg.
 ME2571;SPC IN W     -   666,497.509   877,500.490   MT  0.99997289   -0 10 37.2
 ME2571;SPC IN W     - 2,186,667.24  2,878,932.86   sFT  0.99997289   -0 10 37.2
 ME2571;UTM  16      - 4,566,711.047   470,526.949   MT  0.99961069   -0 13 55.0
 ME2571
 ME2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2571!SPC IN W     -   0.99997376  x   0.99997289  =   0.99994665
 ME2571!UTM  16      -   0.99997376  x   0.99961069  =   0.99958446
 ME2571
 ME2571:                Primary Azimuth Mark                     Grid Az
 ME2571:SPC IN W     -  RANGE AZ MK                              353 41 58.5
 ME2571:UTM  16      -  RANGE AZ MK                              353 45 16.3
 ME2571
 ME2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7052666711(NAD 83)
 ME2571
 ME2571|---------------------------------------------------------------------|
 ME2571| PID    Reference Object                     Distance      Geod. Az  |
 ME2571|                                                           dddmmss.s |
 ME2571| CM4415 RANGE RM 1                           33.153 METERS 11926     |
 ME2571| CM4416 RANGE RM 2                           33.839 METERS 22609     |
 ME2571| CM4414 RANGE AZ MK                                        3533121.3 |
 ME2571|---------------------------------------------------------------------|
 ME2571
 ME2571                          SUPERSEDED SURVEY CONTROL
 ME2571
 ME2571  NAD 83(1986)-  41 15 04.58843(N)    087 21 06.43301(W) AD(       ) 2
 ME2571  NAD 27      -  41 15 04.45670(N)    087 21 06.31570(W) AD(       ) 2
 ME2571
 ME2571.Superseded values are not recommended for survey control.
 ME2571
 ME2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2571.See file dsdata.pdf to determine how the superseded data were derived.
 ME2571
 ME2571_MARKER: DS = TRIANGULATION STATION DISK
 ME2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2571_STAMPING: RANGE 1952
 ME2571_MARK LOGO: CGS
 ME2571_PROJECTION: FLUSH
 ME2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2571+STABILITY: SURFACE MOTION
 ME2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2571+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2021
 ME2571
 ME2571  HISTORY     - Date     Condition        Report By
 ME2571  HISTORY     - 1952     MONUMENTED       CGS
 ME2571  HISTORY     - 1968     GOOD             CGS
 ME2571  HISTORY     - 19891021 GOOD             USPSQD
 ME2571  HISTORY     - 20210107 GOOD             IN-089
 ME2571
 ME2571                          STATION DESCRIPTION
 ME2571
 ME2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2571'STATION IS LOCATED ABOUT 11 MILES SOUTH OF CROWN POINT AND ABOUT 4-1/2
 ME2571'MILES SOUTHEAST OF LOWELL AND IS ON PROPERTY OWNED BY W.J. NICHOLS.
 ME2571'IT IS 212 FEET NORTHEAST OF A TILE SILO AND 36 FEET WEST OF A 10 INCH
 ME2571'ASH TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED RANGE 1952.
 ME2571'
 ME2571'REFERENCE MARK NO. 1 IS 80 FEET SOUTHEAST OF THE 10 INCH ASH TREE.
 ME2571'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RANGE NO 1 1952.
 ME2571'
 ME2571'REFERENCE MARK NO. 2 IS 107 FEET NORTHEAST OF THE SILO AND 1 FOOT EAST
 ME2571'OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2571'RANGE NO 2 1952.
 ME2571'
 ME2571'AZIMUTH MARK IS 33 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE, 17
 ME2571'FEET EAST OF THE CENTER OF A TRACK ROAD, 3 FEET NORTHEAST OF A WHITE
 ME2571'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 ME2571'INCHES AND THE DISK IS STAMPED RANGE 1952.
 ME2571'
 ME2571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 55
 ME2571'WHICH IS ABOUT 2-1/2 MILES EAST OF LOWELL, GO EAST ON STATE HIGHWAY
 ME2571'NOS. 2 AND 55 FOR 0.5 MILE TO WHERE STATE HIGHWAY 55 TURNS RIGHT AND
 ME2571'GO 2.65 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO 0.55 MILE
 ME2571'TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A HOUSE ON
 ME2571'THE LEFT, TURN RIGHT AND GO THROUGH PASTURE FOR 0.1 MILE TO TOP OF
 ME2571'SMALL KNOB AND THE STATION AS DESCRIBED.
 ME2571'
 ME2571'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE TO
 ME2571'THE GRAVEL ROAD, TURN RIGHT AND GO 0.5 MILE TO THE MARK ON THE LEFT AS
 ME2571'DESCRIBED.
 ME2571'
 ME2571'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2571
 ME2571                          STATION RECOVERY (1968)
 ME2571
 ME2571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2571'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 ME2571'AZIMUTH MARK COULD NOT BE FOUND AND IS ASSUMED LOST.  THE BRIDGE
 ME2571'MENTIONED AT THE AZIMUTH MARK IS GONE.  THE DESCRIPTION TO THE STATION
 ME2571'IS GOOD WITH THE BELOW INFORMATION.
 ME2571'
 ME2571'THE SILO AT THE STATION MARK IS GONE.
 ME2571'
 ME2571'REFERENCE MARK 1 IS 36 FEET NORTHWEST OF A 20 INCH ASH TREE AND FLUSH
 ME2571'WITH THE GROUND.
 ME2571'
 ME2571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 ME2571'SOUTHEAST OF LOWELL
 ME2571
 ME2571                          STATION RECOVERY (1989)
 ME2571
 ME2571'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2571'RECOVERED IN GOOD CONDITION.
 ME2571
 ME2571                          STATION RECOVERY (2021)
 ME2571
 ME2571'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0772 ***********************************************************************
 JA0772  DESIGNATION -  RARIDEN AZ MK
 JA0772  PID         -  JA0772
 JA0772  STATE/COUNTY-  IN/LAWRENCE
 JA0772  COUNTRY     -  US
 JA0772  USGS QUAD   -  BEDFORD WEST (2019)
 JA0772
 JA0772                         *CURRENT SURVEY CONTROL
 JA0772  ______________________________________________________________________
 JA0772* NAD 83(1986) POSITION- 38 45 31.04   (N) 086 30 30.93   (W)   HD_HELD1
 JA0772* NAVD 88 ORTHO HEIGHT -   254.471 (meters)      834.88  (feet) ADJUSTED
 JA0772  ______________________________________________________________________
 JA0772  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JA0772  DYNAMIC HEIGHT  -        254.308 (meters)      834.34  (feet) COMP
 JA0772  MODELED GRAVITY -    979,978.0   (mgal)                       NAVD 88
 JA0772
 JA0772  VERT ORDER      -  FIRST     CLASS II
 JA0772
 JA0772.The horizontal coordinates were determined by differentially corrected
 JA0772.hand held GPS observations or other comparable positioning techniques
 JA0772.and have an estimated accuracy of +/- 3 meters.
 JA0772
 JA0772.The orthometric height was determined by differential leveling and
 JA0772.adjusted by the NATIONAL GEODETIC SURVEY
 JA0772.in June 1991.
 JA0772
 JA0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0772.GEOID18 height accuracy estimate available here.
 JA0772
 JA0772.Click photographs - Photos may exist for this station.
 JA0772
 JA0772.The dynamic height is computed by dividing the NAVD 88
 JA0772.geopotential number by the normal gravity value computed on the
 JA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0772.degrees latitude (g = 980.6199 gals.).
 JA0772
 JA0772.The modeled gravity was interpolated from observed gravity values.
 JA0772
 JA0772;                    North         East    Units  Estimated Accuracy
 JA0772;SPC IN W     -   389,857.9     949,955.0     MT  (+/- 3 meters HH1 GPS) 
 JA0772
 JA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4269690105(NAD 83)
 JA0772
 JA0772                          SUPERSEDED SURVEY CONTROL
 JA0772
 JA0772  NGVD 29 (??/??/92)  254.583  (m)          835.24   (f) ADJ UNCH    1 2
 JA0772
 JA0772.Superseded values are not recommended for survey control.
 JA0772
 JA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0772.See file dsdata.pdf to determine how the superseded data were derived.
 JA0772
 JA0772_MARKER: DZ = AZIMUTH MARK DISK
 JA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0772_STAMPING: RARIDEN 1946
 JA0772_MARK LOGO: CGS
 JA0772_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0772+STABILITY: SURFACE MOTION
 JA0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0772+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 JA0772
 JA0772  HISTORY     - Date     Condition        Report By
 JA0772  HISTORY     - 1946     MONUMENTED       CGS
 JA0772  HISTORY     - 1949     GOOD             CGS
 JA0772  HISTORY     - 1967     GOOD             CGS
 JA0772  HISTORY     - 20140717 GOOD             WOOLPT
 JA0772
 JA0772                          STATION DESCRIPTION
 JA0772
 JA0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0772'3.2 MI W FROM MITCHELL.
 JA0772'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0772'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0772'1.5 MILES WEST ALONG A GRAVEL ROAD, SET ALONG THE NORTH EDGE OF
 JA0772'AN OPEN FIELD ABOUT HALFWAY BETWEEN A SMALL FARM HOUSE AND A
 JA0772'LARGE BARN THAT ARE ABOUT 0.1 MILE APART, 15.6 FEET SOUTH OF THE
 JA0772'CENTER LINE OF THE ROAD, 3.5 FEET WEST OF THE FIRST POWER POLE
 JA0772'WEST OF THE BARN AND IN LINE WITH THE POLES, 2 FEET WEST OF A
 JA0772'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0772'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0772'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60
 JA0772'AT THE WEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 2.0
 JA0772'MILES TO A PAVED CROSSROAD, THENCE WEST ON THE PAVED ROAD FOR
 JA0772'0.05 MILE TO A PAVED CROSSROAD, THENCE WESTERLY ALONG THE
 JA0772'PAVED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT 1 FOOT WEST OF A
 JA0772'METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 JA0772
 JA0772                          STATION RECOVERY (1967)
 JA0772
 JA0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0772'RECOVERED IN GOOD CONDITION.
 JA0772
 JA0772                          STATION RECOVERY (2014)
 JA0772
 JA0772'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA0772'THE MARK IS ON THE SOUTHEASTERLY SIDE OF PAVED RARIDEN HILL ROAD.  THE
 JA0772'WIRE FENCE AND WHITE WOODEN WITNESS POST ARE NO LONGER STANDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0773 ***********************************************************************
 JA0773  DESIGNATION -  RARIDEN RESET
 JA0773  PID         -  JA0773
 JA0773  STATE/COUNTY-  IN/LAWRENCE
 JA0773  COUNTRY     -  US
 JA0773  USGS QUAD   -  BEDFORD WEST (2019)
 JA0773
 JA0773                         *CURRENT SURVEY CONTROL
 JA0773  ______________________________________________________________________
 JA0773* NAD 83(1997) POSITION- 38 45 27.85085(N) 086 30 48.04550(W)   ADJUSTED
 JA0773* NAVD 88 ORTHO HEIGHT -   277.043 (meters)      908.93  (feet) ADJUSTED
 JA0773  ______________________________________________________________________
 JA0773  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0773  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JA0773  DYNAMIC HEIGHT  -        276.865 (meters)      908.35  (feet) COMP
 JA0773  MODELED GRAVITY -    979,977.3   (mgal)                       NAVD 88
 JA0773
 JA0773  HORZ ORDER      -  FIRST
 JA0773  VERT ORDER      -  FIRST     CLASS II
 JA0773
 JA0773.The horizontal coordinates were established by classical geodetic methods
 JA0773.and adjusted by the National Geodetic Survey in May 1999.
 JA0773
 JA0773.The orthometric height was determined by differential leveling and
 JA0773.adjusted by the NATIONAL GEODETIC SURVEY
 JA0773.in June 1991.
 JA0773
 JA0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0773.GEOID18 height accuracy estimate available here.
 JA0773
 JA0773.Click photographs - Photos may exist for this station.
 JA0773
 JA0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0773
 JA0773.The dynamic height is computed by dividing the NAVD 88
 JA0773.geopotential number by the normal gravity value computed on the
 JA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0773.degrees latitude (g = 980.6199 gals.).
 JA0773
 JA0773.The modeled gravity was interpolated from observed gravity values.
 JA0773
 JA0773. The following values were computed from the NAD 83(1997) position.
 JA0773
 JA0773;                    North         East     Units Scale Factor Converg.
 JA0773;SPC IN W     -   389,757.006   949,542.417   MT  0.99999688   +0 21 24.6
 JA0773;SPC IN W     - 1,278,727.78  3,115,290.41   sFT  0.99999688   +0 21 24.6
 JA0773;UTM  16      - 4,290,005.304   542,283.662   MT  0.99962202   +0 18 16.8
 JA0773
 JA0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0773!SPC IN W     -   0.99996172  x   0.99999688  =   0.99995860
 JA0773!UTM  16      -   0.99996172  x   0.99962202  =   0.99958376
 JA0773
 JA0773:                Primary Azimuth Mark                     Grid Az
 JA0773:SPC IN W     -  RARIDEN AZ MK                            076 13 56.4
 JA0773:UTM  16      -  RARIDEN AZ MK                            076 17 04.2
 JA0773
 JA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4228390005(NAD 83)
 JA0773
 JA0773|---------------------------------------------------------------------|
 JA0773| PID    Reference Object                     Distance      Geod. Az  |
 JA0773|                                                           dddmmss.s |
 JA0773| JA1717 BEDFORD ALLISON FOUNDRY STACK       APPROX.13.6 KM 0101001.5 |
 JA0773| JA1712 BEDFORD MUNICIPAL TANK              APPROX.13.0 KM 0105321.4 |
 JA0773| JA1713 BEDFORD ST VIN DE PAUL CATH CH      APPROX.11.5 KM 0131520.7 |
 JA0773| JA0774 RARIDEN RM 1                                       07544     |
 JA0773| JA0772 RARIDEN AZ MK                                      0763521.0 |
 JA0773| JA1703 MITCHELL MUNICIPAL TANK             APPROX. 5.6 KM 1113316.1 |
 JA0773| JA0775 RARIDEN RM 2                         22.130 METERS 28057     |
 JA0773|---------------------------------------------------------------------|
 JA0773
 JA0773                          SUPERSEDED SURVEY CONTROL
 JA0773
 JA0773  NAD 83(1986)-  38 45 27.85628(N)    086 30 48.04748(W) AD(       ) 1
 JA0773  NAD 27      -  38 45 27.66900(N)    086 30 48.07400(W) AD(       ) 1
 JA0773  USSD        -  38 45 27.79800(N)    086 30 47.90900(W) AD(       ) 3
 JA0773  NGVD 29 (??/??/92)  277.155  (m)          909.30   (f) ADJ UNCH    1 2
 JA0773  NGVD 29             277.16   (m)          909.3    (f) LEVELING    3  
 JA0773
 JA0773.Superseded values are not recommended for survey control.
 JA0773
 JA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0773.See file dsdata.pdf to determine how the superseded data were derived.
 JA0773
 JA0773_MARKER: DS = TRIANGULATION STATION DISK
 JA0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0773_STAMPING: RARIDEN 1946 1887
 JA0773_MARK LOGO: CGS
 JA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0773+STABILITY: SURFACE MOTION
 JA0773
 JA0773  HISTORY     - Date     Condition        Report By
 JA0773  HISTORY     - 1887     MONUMENTED       CGS
 JA0773  HISTORY     - 1929     SEE DESCRIPTION  CGS
 JA0773  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JA0773  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JA0773  HISTORY     - 1949     GOOD             CGS
 JA0773  HISTORY     - 1967     GOOD             CGS
 JA0773  HISTORY     - 1967     GOOD             CGS
 JA0773
 JA0773                          STATION DESCRIPTION
 JA0773
 JA0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (GAF)
 JA0773'ABOUT 3 MILES FROM MITCHELL, ON THE TOP OF A HILL ON THE FARM OF S R
 JA0773'RARIDEN, ABOUT 0.25 MILE WEST OF HIS HOUSE.  THE HILL IS WOODED EXCEPT
 JA0773'NEAR THE STATION.
 JA0773'
 JA0773'THE STATION IS IN THE NORTHWEST CORNER OF SEC 27, T 4 N, R 1 W AND IS
 JA0773'MARKED BY A CROSS IN TOP OF STONE 6 INCHES SQUARE AND 30 INCHES LONG
 JA0773'INSCRIBED WITH THE LETTERS USC AND GS.  THE UNDERGROUND MARK IS AN
 JA0773'EARTHENWARE PYRAMID WITH EDGES ABOUT 6 INCHES LONG MARKED WITH THE
 JA0773'RAISED LETTERS U S C S.
 JA0773'
 JA0773'THE THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30
 JA0773'INCHES LONG.  THE REFERENCES ARE AT THE FOLLOWING DISTANCES AND
 JA0773'MAGNETIC BEARING FROM THE STATION 6.73 METERS N O DEG 43 MIN W, 9.14
 JA0773'METERS S 89 DEG 23 MIN E, AND 8.26 METERS N 86 DEG 56 MIN W.  THREE
 JA0773'TREES MARKED WITH SPIKES ARE AT THE FOLLOWING DISTANCES AND MAGNETIC
 JA0773'BEARINGS FROM THE STATION- OAK 14.5 METERS N 45 DEG 43 MIN E POPLAR,
 JA0773'15.7 METERS S 26 DEG 35 MIN E, AND OAK WITH BROKEN TOP, 20.6 METERS S
 JA0773'68 DEG 04 MIN W.
 JA0773
 JA0773                          STATION RECOVERY (1929)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 JA0773'ABOUT 3 MILES NORTHWEST OF MITCHELL, AND ABOUT 0.75 MILE WEST OF U S
 JA0773'HIGHWAY 50, ON A CULTIVATED HILL SOUTH OF THE BRYANTSVILLE-MITCHELL
 JA0773'ROAD AND NEAR THE NORTHWEST CORNER OF SEC 27, T 4 N, R 1 W.  ALL
 JA0773'SURFACE MARKS HAVE BEEN DESTROYED, BUT THE BURIED EARTHENWARE PYRAMID
 JA0773'WAS UNCOVERED.  THE 2-INCH STRAP IRON BRACES FOR THE NORTHEAST AND
 JA0773'NORTHWEST CORNER TOWER LEGS ARE STILL IN POSITION A FEW INCHES BELOW
 JA0773'THE SURFACE.  BEFORE RECOVERING THE PYRAMID, AZIMUTHS BASED ON AN
 JA0773'ASTRONOMIC OBSERVATION WERE DETERMINED AS BELOW-
 JA0773'
 JA0773'EAST GABLE OF WHITE HOUSE ABOUT 1000 FEET 59 DEG 22 MIN 01 SEC.
 JA0773'CHURCH TOWER AT YOCKEY CROSSROADS ABOUT 2 MILES 104 DEG 43 MIN 01 SEC.
 JA0773'PEAK OF WEST GABLE OF HIP-ROOFED BARN ABOUT 1200 FEET 255 DEG 49 MIN
 JA0773'27 SEC.  LARGE STANDPIPE NORTHEAST OF MITCHELL ABOUT 3 MILES 291 DEG
 JA0773'33 MIN 11 SEC.
 JA0773
 JA0773                          STATION RECOVERY (1935)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA0773'ALL OF THE REFERENCE POINTS ARE DESTROYED.  THE ONLY DETAIL OF
 JA0773'ORIGINAL DESCRIPTION THAT APPLIES BEING SEC 27, T 4 N, R 1 W.
 JA0773'
 JA0773'TO REACH, GO 1 MILE WEST OF MITCHELL VIA STATE HIGHWAY 60 TO STATE
 JA0773'HIGHWAY 37, THEN NORTH ON STATE HIGHWAY 37 FOR 2.2 MILES TO CROSS
 JA0773'ROAD, THEN WEST ON GRAVEL ROAD FOR 0.95 MILE, THEN SOUTH TO TOP OF
 JA0773'RARIDEN HILL.
 JA0773'
 JA0773'THE STATION IS MARKED BY A POINTED STONE PROJECTING ABOUT 4 INCHES
 JA0773'ABOVE GROUND.  THE FOLLOWING REFERENCES, LOCATED WITH POCKET COMPASS
 JA0773'AND STEEL TAPE, MARK THE POINT.  A FENCE CORNER BEARS S 48 DEG E ABOUT
 JA0773'250 YARDS, CHIMNEY ON THE GAINS HOUSE BEARS N 72 DEG E ABOUT 0.25
 JA0773'MILE, CHIMNEY ON NEW LOG HOUSE ACROSS THE ROAD BEARS N 33 DEG E
 JA0773'CHIMNEY ON HOUSE ACROSS THE ROAD BEARS N 52 DEG W, CHIMNEY ON HOUSE AT
 JA0773'BEND OF THE ROAD BEARS N 73 DEG W.  A TRIANGULAR STONE ABOUT 1 INCH
 JA0773'ABOVE THE GROUND BEARS S 48 DEG E DISTANT 15.7 FEET.  ALONG THE SOUTH
 JA0773'FENCE LINE ALONG THE ROAD ARE 3 TREES THE MOST EASTERLY OF WHICH BEARS
 JA0773'NORTH DISTANT 254 FEET GROUND MEASUREMENT, IT IS A 6-INCH DIAMETER
 JA0773'WALNUT.  THE SECOND TREE IS A DOUBLE-BODIED WALNUT 8 FEET WEST, AND
 JA0773'THE THIRD IS A 16-INCH DIAMETER HICKORY 17 FEET WEST.  SEE MILTON
 JA0773'WILLIAMS FOR INFORMATION.
 JA0773'
 JA0773'RECOMMEND RE-MARKING, THE EARTHENWARE PYRAMID IS CRACKED.
 JA0773
 JA0773                          STATION RECOVERY (1946)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0773'THE ORIGINAL DESCRIPTION IS ADEQUATE BUT INCORRECT DUE TO THE GENERAL
 JA0773'DEVELOPMENT OF THE AREA AND THE DESTRUCTION OF ALL MARKS EXCEPT THE
 JA0773'UNDERGROUND STATION MARK.  THIS MARK IS AN EARTHENWARE PYRAMID AND WAS
 JA0773'FOUND BROKEN.  FIELD COMPUTATIONS OF TWO TRIANGLES INVOLVING THIS
 JA0773'STATION AND FOUR OTHER 1887 STATIONS INDICATE THAT THE MARK HAS NOT
 JA0773'BEEN DISTURBED.
 JA0773'
 JA0773'THIS STATION IS ON THE TOP OF RARIDEN HILL ABOUT 3.5 MILES
 JA0773'WEST-NORTHWEST OF MITCHELL, 7 MILES SOUTH-SOUTHWEST OF BEDFORD, ON THE
 JA0773'PROPERTY OF MR NOBLE L MOORE.  THE MARK IS ON THE HIGHEST POINT OF THE
 JA0773'HILL AND IS ABOUT 0.2 MILE EAST OF MR MOORES FARM BUILDING.  THE MARK
 JA0773'PROJECTS 6 INCHES AND THE DISK IS STAMPED RARIDEN 1887 1946.
 JA0773'
 JA0773'REFERENCE MARK NO 2 IS 72.61 FEET WEST OF THE STATION.  THE MARK
 JA0773'PROJECTS 3 INCHES AND THE DISK IS STAMPED RARIDEN 1946.
 JA0773'
 JA0773'REFERENCE MARK NO 1 IS 72.52 FEET EAST OF THE STATION.  THE MARK
 JA0773'PROJECTS 6 INCHES AND THE DISK IS STAMPED RARIDEN 1946.
 JA0773'
 JA0773'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 17 FEET SOUTH FROM
 JA0773'THE CENTERLINE OF A DIRT ROAD, 4 FEET WEST OF A POWER LINE POLE AND 2
 JA0773'FEET WEST OF A WITNESS POST, THE MARK PROJECTS 6 INCHES AND THE DISK
 JA0773'IS STAMPED RARIDEN 1946.
 JA0773'
 JA0773'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60 ON THE WEST
 JA0773'SIDE OF MITCHELL GO NORTH ON 37 FOR 2.15 MILES TO A GRAVEL CROSSROAD,
 JA0773'TURN LEFT ON THE GRAVEL ROAD AND GO WEST FOR 0.9 MILE TO THE AZIMUTH
 JA0773'ON THE LEFT, CONTINUE WEST FOR 0.4 MILE TO A WHITE HOUSE ON THE LEFT,
 JA0773'TURN LEFT INTO THE FARM DRIVEWAY AND GO 0.1 MILE PASSING ON THE RIGHT
 JA0773'OF THE HOUSE, TURN LEFT AND GO EAST UP THE STEEP HILL AND GO 0.2 MILE
 JA0773'TO THE HIGHEST POINT AND STATION.
 JA0773
 JA0773                          STATION RECOVERY (1949)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0773'3.4 MI W FROM MITCHELL.
 JA0773'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0773'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0773'1.7 MILES WEST ALONG A GRAVEL ROAD, TO A T FENCE CORNER, THENCE
 JA0773'ABOUT 65 YARDS SOUTH ALONG THE FENCE TO A LONE PINE TREE IN THE
 JA0773'FENCE LINE, THENCE ABOUT 140 YARDS WEST ALONG A RIDGE UP TO THE
 JA0773'TOP OF THE HILL, 16 FEET SOUTH OF THE NORTH EDGE OF WHERE THE
 JA0773'RIDGE ENDS AND THE SLOPE TO THE NORTH STARTS, 2 FEET NORTH OF A
 JA0773'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHEST PART OF
 JA0773'THE HILL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JA0773'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37
 JA0773'AT THE WEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 2.0
 JA0773'MILES TO A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND
 JA0773'GO WEST FOR 0.05 MILE TO A PAVED CROSSROAD.  CONTINUE WESTERLY ON
 JA0773'THE PAVED ROAD FOR 2.95 MILES TO A TRACK ROAD LEFT.  TURN LEFT
 JA0773'ON THE TRACK ROAD AND GO SOUTH UPHILL FOR ABOUT 500 FEET.
 JA0773
 JA0773                          STATION RECOVERY (1967)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JA0773'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1946
 JA0773'RECOVERY NOTE IS ADEQUATE WITH THE BELOW INFORMATION.
 JA0773'
 JA0773'THE PROPERTY AT THE STATION SITE IF NOW OWNED BY MR. S.R. (RICK)
 JA0773'GEABES.  MR. GEABES THINKS THAT SOMETIMES IN THE FUTURE HE MAY BUILD
 JA0773'A HOUSE AT THE SITE BUT SAID THAT THE MARKS WOULD BE
 JA0773'PROTECTED.
 JA0773'
 JA0773'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK AND
 JA0773'A FENCE HAS BEEN BUILT 1 FOOT SOUTH OF THE MARK.
 JA0773'
 JA0773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 60
 JA0773'AT THE NORTHWEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR
 JA0773'2.0 MILES TO A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND GO
 JA0773'WEST FOR 0.05 MILE TO A PAVED CROSSROAD.  CONTINUE WEST ON THE
 JA0773'PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JA0773'WESTERLY ON THE PAVED ROAD FOR 0.3 MILE TO A TRACK ROAD SOUTH.  TURN
 JA0773'LEFT ON TRACK ROAD AND GO SOUTH UPHILL FOR ABOUT 500 FEET TO THE
 JA0773'HIGHEST POINT AND THE STATION AS DESCRIBED.
 JA0773'
 JA0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 JA0773'NORTHWEST OF MITCHELL.
 JA0773
 JA0773                          STATION RECOVERY (1967)
 JA0773
 JA0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0774 ***********************************************************************
 JA0774  DESIGNATION -  RARIDEN RM 1
 JA0774  PID         -  JA0774
 JA0774  STATE/COUNTY-  IN/LAWRENCE
 JA0774  COUNTRY     -  US
 JA0774  USGS QUAD   -  BEDFORD WEST (2019)
 JA0774
 JA0774                         *CURRENT SURVEY CONTROL
 JA0774  ______________________________________________________________________
 JA0774* NAD 83(1986) POSITION- 38 45 28.03   (N) 086 30 47.16   (W)   HD_HELD1
 JA0774* NAVD 88 ORTHO HEIGHT -   276.873 (meters)      908.37  (feet) ADJUSTED
 JA0774  ______________________________________________________________________
 JA0774  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0774  DYNAMIC HEIGHT  -        276.695 (meters)      907.79  (feet) COMP
 JA0774  MODELED GRAVITY -    979,977.3   (mgal)                       NAVD 88
 JA0774
 JA0774  VERT ORDER      -  FIRST     CLASS II
 JA0774
 JA0774.The horizontal coordinates were determined by differentially corrected
 JA0774.hand held GPS observations or other comparable positioning techniques
 JA0774.and have an estimated accuracy of +/- 3 meters.
 JA0774
 JA0774.The orthometric height was determined by differential leveling and
 JA0774.adjusted by the NATIONAL GEODETIC SURVEY
 JA0774.in June 1991.
 JA0774
 JA0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0774.GEOID18 height accuracy estimate available here.
 JA0774
 JA0774.Click photographs - Photos may exist for this station.
 JA0774
 JA0774.The dynamic height is computed by dividing the NAVD 88
 JA0774.geopotential number by the normal gravity value computed on the
 JA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0774.degrees latitude (g = 980.6199 gals.).
 JA0774
 JA0774.The modeled gravity was interpolated from observed gravity values.
 JA0774
 JA0774;                    North         East    Units  Estimated Accuracy
 JA0774;SPC IN W     -   389,762.7     949,563.8     MT  (+/- 3 meters HH1 GPS) 
 JA0774
 JA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4230590010(NAD 83)
 JA0774
 JA0774                          SUPERSEDED SURVEY CONTROL
 JA0774
 JA0774  NGVD 29 (??/??/92)  276.985  (m)          908.74   (f) ADJ UNCH    1 2
 JA0774
 JA0774.Superseded values are not recommended for survey control.
 JA0774
 JA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0774.See file dsdata.pdf to determine how the superseded data were derived.
 JA0774
 JA0774_MARKER: DR = REFERENCE MARK DISK
 JA0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0774_STAMPING: RARIDEN NO 1 1946
 JA0774_MARK LOGO: CGS
 JA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0774+STABILITY: SURFACE MOTION
 JA0774
 JA0774  HISTORY     - Date     Condition        Report By
 JA0774  HISTORY     - 1946     MONUMENTED       CGS
 JA0774  HISTORY     - 1949     GOOD             CGS
 JA0774  HISTORY     - 1967     GOOD             CGS
 JA0774
 JA0774                          STATION DESCRIPTION
 JA0774
 JA0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0774'3.4 MI W FROM MITCHELL.
 JA0774'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0774'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0774'1.7 MILES WEST ALONG A GRAVEL ROAD TO A T FENCE CORNER, THENCE
 JA0774'ABOUT 65 YARDS SOUTH ALONG THE FENCE TO A LONE PINE TREE IN THE
 JA0774'FENCE LINE, THENCE ABOUT 107 YARDS WEST ALONG A RIDGE UP NEAR
 JA0774'TO THE TOP OF THE HILL, 69 FEET EAST-NORTHEAST OF THE MITCHELL
 JA0774'STATION, 35 FEET WEST-NORTHWEST OF A SASSAFRAS BUSH, AT THE NORTH
 JA0774'EDGE OF THE RIDGE WHERE THE NORTH SLOPE STARTS AND ALSO AT THE
 JA0774'EAST EDGE OF THE RIDGE WHERE THE EAST SLOPE STARTS, 2 FEET SOUTH
 JA0774'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JA0774'MITCHELL STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0774'6 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37
 JA0774'AT THE WEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 2.0
 JA0774'MILES TO A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND
 JA0774'GO WEST FOR 0.05 MILE TO A PAVED CROSSROAD.  CONTINUE WESTERLY ON
 JA0774'THE PAVED ROAD FOR 2.95 MILES TO A TRACK ROAD LEFT.  TURN LEFT
 JA0774'ON THE TRACK ROAD AND GO SOUTH UPHILL FOR ABOUT 500 FEET.
 JA0774
 JA0774                          STATION RECOVERY (1967)
 JA0774
 JA0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0775 ***********************************************************************
 JA0775  DESIGNATION -  RARIDEN RM 2
 JA0775  PID         -  JA0775
 JA0775  STATE/COUNTY-  IN/LAWRENCE
 JA0775  COUNTRY     -  US
 JA0775  USGS QUAD   -  BEDFORD WEST (2019)
 JA0775
 JA0775                         *CURRENT SURVEY CONTROL
 JA0775  ______________________________________________________________________
 JA0775* NAD 83(1986) POSITION- 38 45 27.99   (N) 086 30 48.94   (W)   HD_HELD1
 JA0775* NAVD 88 ORTHO HEIGHT -   276.851 (meters)      908.30  (feet) ADJUSTED
 JA0775  ______________________________________________________________________
 JA0775  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0775  DYNAMIC HEIGHT  -        276.672 (meters)      907.71  (feet) COMP
 JA0775  MODELED GRAVITY -    979,977.3   (mgal)                       NAVD 88
 JA0775
 JA0775  VERT ORDER      -  FIRST     CLASS II
 JA0775
 JA0775.The horizontal coordinates were determined by differentially corrected
 JA0775.hand held GPS observations or other comparable positioning techniques
 JA0775.and have an estimated accuracy of +/- 3 meters.
 JA0775
 JA0775.The orthometric height was determined by differential leveling and
 JA0775.adjusted by the NATIONAL GEODETIC SURVEY
 JA0775.in June 1991.
 JA0775
 JA0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0775.GEOID18 height accuracy estimate available here.
 JA0775
 JA0775.Click photographs - Photos may exist for this station.
 JA0775
 JA0775.The dynamic height is computed by dividing the NAVD 88
 JA0775.geopotential number by the normal gravity value computed on the
 JA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0775.degrees latitude (g = 980.6199 gals.).
 JA0775
 JA0775.The modeled gravity was interpolated from observed gravity values.
 JA0775
 JA0775;                    North         East    Units  Estimated Accuracy
 JA0775;SPC IN W     -   389,761.2     949,520.8     MT  (+/- 3 meters HH1 GPS) 
 JA0775
 JA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4226290009(NAD 83)
 JA0775
 JA0775                          SUPERSEDED SURVEY CONTROL
 JA0775
 JA0775  NGVD 29 (??/??/92)  276.962  (m)          908.67   (f) ADJ UNCH    1 2
 JA0775
 JA0775.Superseded values are not recommended for survey control.
 JA0775
 JA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0775.See file dsdata.pdf to determine how the superseded data were derived.
 JA0775
 JA0775_MARKER: DR = REFERENCE MARK DISK
 JA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0775_STAMPING: RARIDEN NO 2 1946
 JA0775_MARK LOGO: CGS
 JA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0775+STABILITY: SURFACE MOTION
 JA0775
 JA0775  HISTORY     - Date     Condition        Report By
 JA0775  HISTORY     - 1946     MONUMENTED       CGS
 JA0775  HISTORY     - 1949     GOOD             CGS
 JA0775  HISTORY     - 1967     GOOD             CGS
 JA0775
 JA0775                          STATION DESCRIPTION
 JA0775
 JA0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0775'3.4 MI W FROM MITCHELL.
 JA0775'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0775'LOUISVILLE RAILROAD FROM THE STATION AT MITCHELL, THENCE ABOUT
 JA0775'1.7 MILES WEST ALONG A GRAVEL ROAD TO A T FENCE CORNER, THENCE
 JA0775'ABOUT 65 YARDS SOUTH ALONG A FENCE LINE TO A LONE PINE TREE,
 JA0775'THENCE ABOUT 163 YARDS WEST ALONG A RIDGE, 70 FEET WEST-NORTHWEST
 JA0775'OF MITCHELL STATION, 16 FEET SOUTHEAST OF A BOX ELDER BUSH, AT
 JA0775'THE EDGE OF THE RIDGE WHERE THE NORTH SLOPE STARTS, 9 FEET
 JA0775'SOUTHWEST OF A CLUMP OF SMALL PEACH TREES, 1 FOOT SOUTH OF A
 JA0775'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW MITCHELL STATION
 JA0775'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0775'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37 AT THE
 JA0775'WEST EDGE OF MITCHELL, GO NORTH ON HIGHWAY 37 FOR 2.0 MILES TO
 JA0775'A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND GO WEST FOR
 JA0775'0.05 MILE TO A PAVED CROSSROAD.  CONTINUE WESTERLY ON THE PAVED
 JA0775'ROAD FOR 2.95 MILES TO A TRACK ROAD LEFT.  TURN LEFT ON THE
 JA0775'TRACK ROAD AND GO SOUTH UPHILL FOR ABOUT 500 FEET.
 JA0775
 JA0775                          STATION RECOVERY (1967)
 JA0775
 JA0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2183 ***********************************************************************
 LB2183  DESIGNATION -  RAUB
 LB2183  PID         -  LB2183
 LB2183  STATE/COUNTY-  IN/BENTON
 LB2183  COUNTRY     -  US
 LB2183  USGS QUAD   -  EARL PARK (2019)
 LB2183
 LB2183                         *CURRENT SURVEY CONTROL
 LB2183  ______________________________________________________________________
 LB2183* NAD 83(1997) POSITION- 40 41 36.58180(N) 087 29 29.49586(W)   ADJUSTED
 LB2183* NAD 83(1997) ELLIP HT-   206.112 (meters)        (05/25/99)   ADJUSTED
 LB2183* NAVD 88 ORTHO HEIGHT -   239.2   (meters)      785.    (feet) VERTCON3
 LB2183  ______________________________________________________________________
 LB2183  GEOID HEIGHT    -        -33.150 (meters)                     GEOID18
 LB2183  NAD 83(1997) X  -    211,964.634 (meters)                     COMP
 LB2183  NAD 83(1997) Y  - -4,838,368.434 (meters)                     COMP
 LB2183  NAD 83(1997) Z  -  4,136,809.421 (meters)                     COMP
 LB2183  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 LB2183  HORZ ORDER      -  SECOND
 LB2183  ELLP ORDER      -  FOURTH    CLASS I
 LB2183
 LB2183.The horizontal coordinates were established by classical geodetic methods
 LB2183.and adjusted by the National Geodetic Survey in May 1999.
 LB2183
 LB2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2183
 LB2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2183.GEOID18 height accuracy estimate available here.
 LB2183
 LB2183.Click photographs - Photos may exist for this station.
 LB2183
 LB2183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2183
 LB2183.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2183
 LB2183.The ellipsoidal height was determined by GPS observations
 LB2183.and is referenced to NAD 83.
 LB2183
 LB2183. The following values were computed from the NAD 83(1997) position.
 LB2183
 LB2183;                    North         East     Units Scale Factor Converg.
 LB2183;SPC IN W     -   604,601.786   865,499.086   MT  0.99998131   -0 15 58.1
 LB2183;SPC IN W     - 1,983,597.69  2,839,558.25   sFT  0.99998131   -0 15 58.1
 LB2183;UTM  16      - 4,504,849.147   458,470.878   MT  0.99962123   -0 19 13.7
 LB2183
 LB2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2183!SPC IN W     -   0.99996767  x   0.99998131  =   0.99994898
 LB2183!UTM  16      -   0.99996767  x   0.99962123  =   0.99958891
 LB2183
 LB2183:                Primary Azimuth Mark                     Grid Az
 LB2183:SPC IN W     -  RAUB AZ MK                               267 48 01.0
 LB2183:UTM  16      -  RAUB AZ MK                               267 51 16.6
 LB2183
 LB2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5847004849(NAD 83)
 LB2183
 LB2183|---------------------------------------------------------------------|
 LB2183| PID    Reference Object                     Distance      Geod. Az  |
 LB2183|                                                           dddmmss.s |
 LB2183| LB2196 KENTLAND MUNICIPAL TANK             APPROX. 9.2 KM 0253714.3 |
 LB2183| LB2184 EARL PK ST JOHN BAP CH NE DOME      APPROX. 6.9 KM 1001102.5 |
 LB2183| LB2181 EARL PK ST JOHN BAP CH SW DOME      APPROX. 6.9 KM 1001737.1 |
 LB2183| CM4423 RAUB RM 1                            29.560 METERS 10031     |
 LB2183| CM4424 RAUB RM 2                            25.632 METERS 19944     |
 LB2183| CM4422 RAUB AZ MK                                         2673202.9 |
 LB2183|---------------------------------------------------------------------|
 LB2183
 LB2183                          SUPERSEDED SURVEY CONTROL
 LB2183
 LB2183  NAD 83(1986)-  40 41 36.58945(N)    087 29 29.50575(W) AD(       ) 2
 LB2183  NAD 27      -  40 41 36.45800(N)    087 29 29.41730(W) AD(       ) 2
 LB2183  NGVD 29 (02/23/89)  239.2    (m)  RAPSU86  model used  GPS OBS        
 LB2183
 LB2183.Superseded values are not recommended for survey control.
 LB2183
 LB2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2183.See file dsdata.pdf to determine how the superseded data were derived.
 LB2183
 LB2183_MARKER: DS = TRIANGULATION STATION DISK
 LB2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2183_STAMPING: RAUB 1955
 LB2183_MARK LOGO: CGS
 LB2183_PROJECTION: FLUSH
 LB2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2183+STABILITY: SURFACE MOTION
 LB2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2183+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2007
 LB2183
 LB2183  HISTORY     - Date     Condition        Report By
 LB2183  HISTORY     - 1955     MONUMENTED       CGS
 LB2183  HISTORY     - 1955     GOOD             CGS
 LB2183  HISTORY     - 19880718 GOOD             NGS
 LB2183  HISTORY     - 20070316 GOOD             INDOT
 LB2183
 LB2183                          STATION DESCRIPTION
 LB2183
 LB2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2183'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KENTLAND, 4 MILES WEST
 LB2183'OF EARL PARK AND 3 MILES SOUTH OF RAUB IN THE NORTHWEST ANGLE OF
 LB2183'CROSSROAD.  IT IS 76 FEET NORTHWEST OF ROAD INTERSECTION, 63 FEET
 LB2183'WEST OF THE CENTER OF STATE HIGHWAY 71, 44 FEET NORTH OF THE
 LB2183'CENTER OF GRAVELED ROAD AND 12 FEET SOUTHEAST OF FENCE LINE AND
 LB2183'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2183'STAMPED RAUB 1955.
 LB2183'
 LB2183'REFERENCE MARK NO. 1 IS SET IN THE NORTHEAST ANGLE OF CROSSROAD, 37
 LB2183'FEET EAST OF THE CENTER OF STATE HIGHWAY 71, 27 FEET WEST OF POWER
 LB2183'LINE POLE WITH TRANSFORMER AT TOP AND 23 FEET NORTH OF THE CENTER
 LB2183'OF GRAVELED ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2183'STAMPED RAUB NO 1 1955.
 LB2183'
 LB2183'REFERENCE MARK NO. 2 IS SET IN THE SOUTHWEST ANGLE OF CROSSROAD, 37
 LB2183'FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND 1 FOOT NORTHEAST OF
 LB2183'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LB2183'RAUB NO 2 1955.
 LB2183'
 LB2183'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 1
 LB2183'FOOT NORTH OF FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.
 LB2183'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RAUB 1955.
 LB2183'
 LB2183'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EARL PARK, GO NORTH
 LB2183'ON U. S. HIGHWAY 41 AND 52 FOR 0.35 MILE TO GRAIN ELEVATOR ON THE
 LB2183'LEFT AND SIDE ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 LB2183'1.0 MILE TO T-ROAD, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR
 LB2183'0.45 MILE TO T-ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 LB2183'2.8 MILES TO JUNCTION WITH STATE HIGHWAY 71 AND STATION IN THE
 LB2183'NORTHWEST ANGLE AS DESCRIBED.
 LB2183'
 LB2183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 LB2183'FOR 0.25 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 LB2183'
 LB2183'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2183
 LB2183                          STATION RECOVERY (1955)
 LB2183
 LB2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LB2183'RECOVERED IN GOOD CONDITION.
 LB2183
 LB2183                          STATION RECOVERY (1988)
 LB2183
 LB2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB2183'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF KENTLAND,
 LB2183'4.0 KM (2.50 MI) SOUTH OF RAUB, 3.2 KM (2.00 MI) WEST OF THE
 LB2183'ILLINOIS-INDIANA STATE LINE AND ON ROAD RIGHT-OF-WAY.
 LB2183'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 LB2183'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 LB2183'317-232-5533.
 LB2183'TO REACH THE STATION FROM THE RAILROAD CROSSING IN RAUB, GO SOUTH ON
 LB2183'STATE HIGHWAY 71 FOR 4.02 KM (2.50 MI) TO JUNCTION WITH COUNTY ROAD
 LB2183'600N AND THE STATION IN THE NORTHEAST QUADRANT OF INTERSECTION.
 LB2183'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---RAUB
 LB2183'1955---, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS
 LB2183'FLUSH WITH THE GROUND AND LEVEL WITH ROADWAY.  LOCATED 19.2 M
 LB2183'(63.0 FT) WEST FROM CENTER OF STATE HIGHWAY 71, 13.4 M (44.0 FT) NORTH
 LB2183'FROM THE CENTER OF COUNTY ROAD 600N, 13.3 M (43.6 FT) NORTHEAST FROM
 LB2183'A RIGHT-0F-WAY POST, 11.8 M (38.7 FT) SOUTHWEST FROM A RIGHT-OF-WAY
 LB2183'POST AND 0.3 M (1.0 FT) EAST FROM A WITNESS POST.
 LB2183'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2183'DESCRIBED BY D.L. ADAMS.
 LB2183
 LB2183                          STATION RECOVERY (2007)
 LB2183
 LB2183'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2007
 LB2183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2459 ***********************************************************************
 LB2459  DESIGNATION -  RBN KOKOMO OKK NORTH POLE 1954
 LB2459  PID         -  LB2459
 LB2459  STATE/COUNTY-  IN/HOWARD
 LB2459  COUNTRY     -  US
 LB2459  USGS QUAD   -  KOKOMO EAST (2019)
 LB2459
 LB2459                         *CURRENT SURVEY CONTROL
 LB2459  ______________________________________________________________________
 LB2459* NAD 83(1997) POSITION- 40 29 30.16809(N) 086 00 30.34683(W)   ADJUSTED
 LB2459  ______________________________________________________________________
 LB2459  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 LB2459  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 LB2459  HORZ ORDER      -  THIRD
 LB2459
 LB2459.The horizontal coordinates were established by classical geodetic methods
 LB2459.and adjusted by the National Geodetic Survey in May 1999.
 LB2459
 LB2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2459.GEOID18 height accuracy estimate available here.
 LB2459
 LB2459.Click photographs - Photos may exist for this station.
 LB2459
 LB2459.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2459
 LB2459. The following values were computed from the NAD 83(1997) position.
 LB2459
 LB2459;                    North         East     Units Scale Factor Converg.
 LB2459;SPC IN E     -   582,171.465    71,026.888   MT  0.99997700   -0 13 18.9
 LB2459;SPC IN E     - 1,910,007.55    233,027.38   sFT  0.99997700   -0 13 18.9
 LB2459;UTM  16      - 4,482,807.091   584,030.582   MT  0.99968692   +0 38 38.0
 LB2459
 LB2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8403082807(NAD 83)
 LB2459
 LB2459                          SUPERSEDED SURVEY CONTROL
 LB2459
 LB2459  NAD 83(1986)-  40 29 30.17205(N)    086 00 30.35927(W) AD(       ) 3
 LB2459  NAD 27      -  40 29 30.03500(N)    086 00 30.39900(W) AD(       ) 3
 LB2459
 LB2459.Superseded values are not recommended for survey control.
 LB2459
 LB2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2459.See file dsdata.pdf to determine how the superseded data were derived.
 LB2459
 LB2459_MARKER: 61 = POLE
 LB2459
 LB2459  HISTORY     - Date     Condition        Report By
 LB2459  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2459  HISTORY     - 1957     GOOD             CGS
 LB2459
 LB2459                          STATION DESCRIPTION
 LB2459
 LB2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2459'STATION IS THE NORTH ONE OF TWO ANTENNAE POLES OF THE C. A. A. RADIO
 LB2459'BEACON LOCATED ON THE PROPERTY OF W. E. JACKSON ABOUT 6 MILES EAST
 LB2459'OF KOKOMO AND ABOUT 2-1/2 MILES NORTHWEST OF GREENTOWN.  THE TWO
 LB2459'POLES ARE WOOD ABOUT 55 FEET HIGH SET ABOUT 200 FEET APART IN A
 LB2459'NORTH-SOUTH DIRECTION AND CONNECTED AT THE TOP BY A RADIO ANTENNA
 LB2459'WIRE.
 LB2459'
 LB2459'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WILBUR TO
 LB2459'THE CENTER OF THE BASE OF THE NORTH POLE.  THE DISTANCE IS 54.5
 LB2459'FEET, 16.61 METERS.
 LB2459'
 LB2459'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 BY-PASS
 LB2459'AND U. S. HIGHWAY 35 AT THE SOUTHEAST EDGE OF KOKOMO, GO EAST ON
 LB2459'HIGHWAY 35 FOR 2.0 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO
 LB2459'NORTH ON PAVED ROAD FOR 1.3 MILES TO A PAVED CROSSROAD.  TURN
 LB2459'RIGHT AND GO EAST ON PAVED ROAD FOR 3.3 MILES TO THE STATION ON
 LB2459'THE RIGHT.
 LB2459
 LB2459                          STATION RECOVERY (1957)
 LB2459
 LB2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2459'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH9108 ***********************************************************************
 DH9108  PACS        -  This is a Primary Airport Control Station.
 DH9108  DESIGNATION -  RCR A
 DH9108  PID         -  DH9108
 DH9108  STATE/COUNTY-  IN/FULTON
 DH9108  COUNTRY     -  US
 DH9108  USGS QUAD   -  ROCHESTER (2019)
 DH9108
 DH9108                         *CURRENT SURVEY CONTROL
 DH9108  ______________________________________________________________________
 DH9108* NAD 83(2011) POSITION- 41 03 53.11468(N) 086 10 52.51710(W)   ADJUSTED
 DH9108* NAD 83(2011) ELLIP HT-   205.440 (meters)        (06/27/12)   ADJUSTED
 DH9108* NAD 83(2011) EPOCH   -  2010.00
 DH9108* NAVD 88 ORTHO HEIGHT -   239.17  (meters)      784.7   (feet) GPS OBS
 DH9108  ______________________________________________________________________
 DH9108  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH9108  GEOID HEIGHT    -        -33.697 (meters)                     GEOID03
 DH9108  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 DH9108  NAD 83(2011) X  -    320,748.919 (meters)                     COMP
 DH9108  NAD 83(2011) Y  - -4,805,332.106 (meters)                     COMP
 DH9108  NAD 83(2011) Z  -  4,167,982.782 (meters)                     COMP
 DH9108  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 DH9108
 DH9108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH9108  Standards:
 DH9108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH9108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH9108  -------------------------------------------------------------------
 DH9108  NETWORK    0.22   0.51           0.10   0.07   0.26      0.21728429
 DH9108  -------------------------------------------------------------------
 DH9108  Click here for local accuracies and other accuracy information.
 DH9108
 DH9108.This mark is at Fulton County Airport (RCR)
 DH9108
 DH9108.The horizontal coordinates were established by GPS observations
 DH9108.and adjusted by the National Geodetic Survey in June 2012.
 DH9108
 DH9108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH9108.been affixed to the stable North American tectonic plate. See 
 DH9108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH9108
 DH9108.The horizontal coordinates are valid at the epoch date displayed above
 DH9108.which is a decimal equivalence of Year/Month/Day.
 DH9108
 DH9108.The orthometric height was determined by GPS observations and a
 DH9108.high-resolution geoid model.
 DH9108
 DH9108.GPS derived orthometric heights for airport stations designated as
 DH9108.PACS or SACS are published to 2 decimal places.  This maintains
 DH9108.centimeter relative accuracy between the PACS and SACS.  It does
 DH9108.not indicate centimeter accuracy relative to other marks which are
 DH9108.part of the published vertical control network.
 DH9108
 DH9108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9108.GEOID18 height accuracy estimate available here.
 DH9108
 DH9108.Click photographs - Photos may exist for this station.
 DH9108
 DH9108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9108
 DH9108.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH9108
 DH9108.The ellipsoidal height was determined by GPS observations
 DH9108.and is referenced to NAD 83.
 DH9108
 DH9108. The following values were computed from the NAD 83(2011) position.
 DH9108
 DH9108;                    North         East     Units Scale Factor Converg.
 DH9108;SPC IN E     -   645,876.781    56,748.797   MT  0.99998968   -0 20 17.0
 DH9108;SPC IN E     - 2,119,014.07    186,183.34   sFT  0.99998968   -0 20 17.0
 DH9108;UTM  16      - 4,546,268.304   568,790.620   MT  0.99965824   +0 32 16.3
 DH9108
 DH9108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9108!SPC IN E     -   0.99996778  x   0.99998968  =   0.99995746
 DH9108!UTM  16      -   0.99996778  x   0.99965824  =   0.99962603
 DH9108
 DH9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6879046268(NAD 83)
 DH9108
 DH9108                          SUPERSEDED SURVEY CONTROL
 DH9108
 DH9108  NAD 83(2007)-  41 03 53.11482(N)    086 10 52.51825(W) AD(2002.00) 1
 DH9108  ELLIP H (04/07/09)  205.469  (m)                       GP(2002.00) 4 2
 DH9108  NAD 83(1997)-  41 03 53.11476(N)    086 10 52.51819(W) AD(       ) B
 DH9108  ELLIP H (04/17/06)  205.469  (m)                       GP(       ) 4 2
 DH9108
 DH9108.Superseded values are not recommended for survey control.
 DH9108
 DH9108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9108.See file dsdata.pdf to determine how the superseded data were derived.
 DH9108
 DH9108_MARKER: I = METAL ROD
 DH9108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9108_STAMPING: RCR A 2006
 DH9108_MARK LOGO: NGS
 DH9108_PROJECTION: RECESSED 1 CENTIMETERS
 DH9108_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9108+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 DH9108_ROD/PIPE-DEPTH: 40.8 meters
 DH9108_SLEEVE-DEPTH  : 0.5 meters
 DH9108
 DH9108  HISTORY     - Date     Condition        Report By
 DH9108  HISTORY     - 20060217 MONUMENTED       DAVEVN
 DH9108
 DH9108                          STATION DESCRIPTION
 DH9108
 DH9108'DESCRIBED BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 DH9108'THE STATION IS LOCATED AT FULTON COUNTY AIRPORT.
 DH9108'
 DH9108'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 25 AND
 DH9108'COUNTY ROAD 14, GO  NORTHERLY ALONG COUNTY ROAD 25 548 M (1848 FT) TO
 DH9108'THE AIRPORT ENTRANCE ROAD. TRAVEL 290  M (950 FT) EASTERLY AND
 DH9108'SOUTHERLY ALONG THE ENTRACE ROAD TO A PAVED ROAD. GO  NORTHERLY ALONG
 DH9108'THE PAVED ROAD 64 M (211 FT) TO THE TARMAC. GO EASTERLY ALONG THE
 DH9108'TARMAC TO THE TAXWAY AND GO EASTERLY ALONG THE TAXIWAY 645 M (2110 FT)
 DH9108'TO THE STATION  ON THE LEFT.
 DH9108'
 DH9108'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE RUNWAY IN THE GRASSY
 DH9108'ARE BETWEEN THE  TWO TAXIWAYS AND IS 64.0 M (210 FT) SOUTHERLY OF THE
 DH9108'SOUTH EDGE OF THE RUNWAY, 10.9M (35.7  FT) NORTHERLY OF THE NORTH EDGE
 DH9108'OF THE TAXIWAY, 134 M (440 FT) WESTERLY OF A TAXIWAY  SIGN.  THE
 DH9108'STATION IS A STAINLESS STEEL ROD ENCASED IN A 5 INCH LOGO CAP STAMPED
 DH9108'RCR A  2006.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH9110 ***********************************************************************
 DH9110  SACS        -  This is a Secondary Airport Control Station.
 DH9110  DESIGNATION -  RCR B
 DH9110  PID         -  DH9110
 DH9110  STATE/COUNTY-  IN/FULTON
 DH9110  COUNTRY     -  US
 DH9110  USGS QUAD   -  ROCHESTER (2019)
 DH9110
 DH9110                         *CURRENT SURVEY CONTROL
 DH9110  ______________________________________________________________________
 DH9110* NAD 83(2011) POSITION- 41 03 59.51569(N) 086 11 26.56342(W)   ADJUSTED
 DH9110* NAD 83(2011) ELLIP HT-   205.461 (meters)        (06/27/12)   ADJUSTED
 DH9110* NAD 83(2011) EPOCH   -  2010.00
 DH9110* NAVD 88 ORTHO HEIGHT -   239.18  (meters)      784.7   (feet) GPS OBS
 DH9110  ______________________________________________________________________
 DH9110  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH9110  GEOID HEIGHT    -        -33.690 (meters)                     GEOID03
 DH9110  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 DH9110  NAD 83(2011) X  -    319,947.124 (meters)                     COMP
 DH9110  NAD 83(2011) Y  - -4,805,255.564 (meters)                     COMP
 DH9110  NAD 83(2011) Z  -  4,168,131.679 (meters)                     COMP
 DH9110  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DH9110
 DH9110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH9110  Standards:
 DH9110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH9110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH9110  -------------------------------------------------------------------
 DH9110  NETWORK    0.28   0.71           0.13   0.09   0.36      0.11070170
 DH9110  -------------------------------------------------------------------
 DH9110  Click here for local accuracies and other accuracy information.
 DH9110
 DH9110.This mark is at Fulton County Airport (RCR)
 DH9110
 DH9110.The horizontal coordinates were established by GPS observations
 DH9110.and adjusted by the National Geodetic Survey in June 2012.
 DH9110
 DH9110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH9110.been affixed to the stable North American tectonic plate. See 
 DH9110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH9110
 DH9110.The horizontal coordinates are valid at the epoch date displayed above
 DH9110.which is a decimal equivalence of Year/Month/Day.
 DH9110
 DH9110.The orthometric height was determined by GPS observations and a
 DH9110.high-resolution geoid model.
 DH9110
 DH9110.GPS derived orthometric heights for airport stations designated as
 DH9110.PACS or SACS are published to 2 decimal places.  This maintains
 DH9110.centimeter relative accuracy between the PACS and SACS.  It does
 DH9110.not indicate centimeter accuracy relative to other marks which are
 DH9110.part of the published vertical control network.
 DH9110
 DH9110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9110.GEOID18 height accuracy estimate available here.
 DH9110
 DH9110.Click photographs - Photos may exist for this station.
 DH9110
 DH9110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9110
 DH9110.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH9110
 DH9110.The ellipsoidal height was determined by GPS observations
 DH9110.and is referenced to NAD 83.
 DH9110
 DH9110. The following values were computed from the NAD 83(2011) position.
 DH9110
 DH9110;                    North         East     Units Scale Factor Converg.
 DH9110;SPC IN E     -   646,078.971    55,955.092   MT  0.99999053   -0 20 39.4
 DH9110;SPC IN E     - 2,119,677.42    183,579.33   sFT  0.99999053   -0 20 39.4
 DH9110;UTM  16      - 4,546,458.274   567,994.182   MT  0.99965690   +0 31 54.0
 DH9110
 DH9110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9110!SPC IN E     -   0.99996777  x   0.99999053  =   0.99995830
 DH9110!UTM  16      -   0.99996777  x   0.99965690  =   0.99962468
 DH9110
 DH9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6799446458(NAD 83)
 DH9110
 DH9110                          SUPERSEDED SURVEY CONTROL
 DH9110
 DH9110  NAD 83(2007)-  41 03 59.51582(N)    086 11 26.56457(W) AD(2002.00) 1
 DH9110  ELLIP H (04/07/09)  205.490  (m)                       GP(2002.00) 4 2
 DH9110  NAD 83(1997)-  41 03 59.51576(N)    086 11 26.56452(W) AD(       ) 1
 DH9110  ELLIP H (04/17/06)  205.490  (m)                       GP(       ) 4 2
 DH9110
 DH9110.Superseded values are not recommended for survey control.
 DH9110
 DH9110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9110.See file dsdata.pdf to determine how the superseded data were derived.
 DH9110
 DH9110_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9110_STAMPING: RCR B 2006
 DH9110_MARK LOGO: NGS
 DH9110_PROJECTION: FLUSH
 DH9110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9110+STABILITY: SURFACE MOTION
 DH9110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9110+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DH9110
 DH9110  HISTORY     - Date     Condition        Report By
 DH9110  HISTORY     - 20060217 MONUMENTED       DAVEVN
 DH9110  HISTORY     - 20150811 GOOD             LFA
 DH9110
 DH9110                          STATION DESCRIPTION
 DH9110
 DH9110'DESCRIBED BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 DH9110'THE STATION IS LOCATED AT FULTON COUNTY AIRPORT.
 DH9110'
 DH9110'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 25 AND
 DH9110'COUNTY ROAD 14, GO  NORTHERLY ALONG COUNTY ROAD 25 548 M (1848 FT) TO
 DH9110'THE AIRPORT ENTRANCE ROAD. TRAVEL 290  M (950 FT) EASTERLY AND
 DH9110'SOUTHERLY ALONG THE ENTRACE ROAD TO A PAVED ROAD. GO  NORTHERLY ALONG
 DH9110'THE PAVED ROAD 64 M (211 FT) TO THE TARMAC. GO NORTHWESTERLY ALONG
 DH9110'THE TARMAC TO THE TAXWAY AND GO NORTHERLY ALONG THE TAXIWAY 80 M (264
 DH9110'FT) TO THE  STATION ON THE LEFT.
 DH9110'
 DH9110'THE STATION IS LOCATED APPROXIMATELY 25.8 M (84.9 FEET) WESTERLY OF
 DH9110'THE WEST EDGE OF THE  TAXIWAY, 59.0 M (193.7 FT) SOUTHEASTERLY OF THE
 DH9110'RUNWAY END IDENTIFIER LIGHT (REIL) AND 35.7  M (117.2 FT) NORTHERLY OF
 DH9110'A FIRE HYDRANT.  THE STATION IS A 3 INCH BRASS DISK SET IN  CONCRETE
 DH9110'AND STAMPED RCR B 2006.
 DH9110
 DH9110                          STATION RECOVERY (2015)
 DH9110
 DH9110'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 DH9110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH9109 ***********************************************************************
 DH9109  SACS        -  This is a Secondary Airport Control Station.
 DH9109  DESIGNATION -  RCR C
 DH9109  PID         -  DH9109
 DH9109  STATE/COUNTY-  IN/FULTON
 DH9109  COUNTRY     -  US
 DH9109  USGS QUAD   -  ROCHESTER (2019)
 DH9109
 DH9109                         *CURRENT SURVEY CONTROL
 DH9109  ______________________________________________________________________
 DH9109* NAD 83(2011) POSITION- 41 03 46.58935(N) 086 10 23.19179(W)   ADJUSTED
 DH9109* NAD 83(2011) ELLIP HT-   205.886 (meters)        (06/27/12)   ADJUSTED
 DH9109* NAD 83(2011) EPOCH   -  2010.00
 DH9109* NAVD 88 ORTHO HEIGHT -   239.62  (meters)      786.2   (feet) GPS OBS
 DH9109  ______________________________________________________________________
 DH9109  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH9109  GEOID HEIGHT    -        -33.703 (meters)                     GEOID03
 DH9109  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 DH9109  NAD 83(2011) X  -    321,440.953 (meters)                     COMP
 DH9109  NAD 83(2011) Y  - -4,805,418.733 (meters)                     COMP
 DH9109  NAD 83(2011) Z  -  4,167,831.297 (meters)                     COMP
 DH9109  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DH9109
 DH9109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH9109  Standards:
 DH9109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH9109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH9109  -------------------------------------------------------------------
 DH9109  NETWORK    0.28   0.71           0.13   0.09   0.36      0.10571107
 DH9109  -------------------------------------------------------------------
 DH9109  Click here for local accuracies and other accuracy information.
 DH9109
 DH9109.This mark is at Fulton County Airport (RCR)
 DH9109
 DH9109.The horizontal coordinates were established by GPS observations
 DH9109.and adjusted by the National Geodetic Survey in June 2012.
 DH9109
 DH9109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH9109.been affixed to the stable North American tectonic plate. See 
 DH9109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH9109
 DH9109.The horizontal coordinates are valid at the epoch date displayed above
 DH9109.which is a decimal equivalence of Year/Month/Day.
 DH9109
 DH9109.The orthometric height was determined by GPS observations and a
 DH9109.high-resolution geoid model.
 DH9109
 DH9109.GPS derived orthometric heights for airport stations designated as
 DH9109.PACS or SACS are published to 2 decimal places.  This maintains
 DH9109.centimeter relative accuracy between the PACS and SACS.  It does
 DH9109.not indicate centimeter accuracy relative to other marks which are
 DH9109.part of the published vertical control network.
 DH9109
 DH9109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9109.GEOID18 height accuracy estimate available here.
 DH9109
 DH9109.Click photographs - Photos may exist for this station.
 DH9109
 DH9109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9109
 DH9109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH9109
 DH9109.The ellipsoidal height was determined by GPS observations
 DH9109.and is referenced to NAD 83.
 DH9109
 DH9109. The following values were computed from the NAD 83(2011) position.
 DH9109
 DH9109;                    North         East     Units Scale Factor Converg.
 DH9109;SPC IN E     -   645,671.481    57,432.297   MT  0.99998896   -0 19 57.7
 DH9109;SPC IN E     - 2,118,340.52    188,425.79   sFT  0.99998896   -0 19 57.7
 DH9109;UTM  16      - 4,546,073.542   569,476.951   MT  0.99965941   +0 32 35.5
 DH9109
 DH9109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9109!SPC IN E     -   0.99996771  x   0.99998896  =   0.99995667
 DH9109!UTM  16      -   0.99996771  x   0.99965941  =   0.99962713
 DH9109
 DH9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6947646073(NAD 83)
 DH9109
 DH9109                          SUPERSEDED SURVEY CONTROL
 DH9109
 DH9109  NAD 83(2007)-  41 03 46.58948(N)    086 10 23.19294(W) AD(2002.00) 1
 DH9109  ELLIP H (04/07/09)  205.915  (m)                       GP(2002.00) 4 2
 DH9109  NAD 83(1997)-  41 03 46.58942(N)    086 10 23.19288(W) AD(       ) 1
 DH9109  ELLIP H (04/17/06)  205.914  (m)                       GP(       ) 4 2
 DH9109
 DH9109.Superseded values are not recommended for survey control.
 DH9109
 DH9109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9109.See file dsdata.pdf to determine how the superseded data were derived.
 DH9109
 DH9109_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9109_STAMPING: RCR C 2006
 DH9109_MARK LOGO: NGS
 DH9109_PROJECTION: FLUSH
 DH9109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9109+STABILITY: SURFACE MOTION
 DH9109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9109+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 DH9109
 DH9109  HISTORY     - Date     Condition        Report By
 DH9109  HISTORY     - 20060217 MONUMENTED       DAVEVN
 DH9109
 DH9109                          STATION DESCRIPTION
 DH9109
 DH9109'DESCRIBED BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 DH9109'THE STATION IS LOCATED AT FULTON COUNTY AIRPORT.
 DH9109'
 DH9109'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 25 AND
 DH9109'COUNTY ROAD 14, GO  NORTHERLY ALONG COUNTY ROAD 25 548 M (1848 FT) TO
 DH9109'THE AIRPORT ENTRANCE ROAD. TRAVEL 290  M (950 FT) EASTERLY AND
 DH9109'SOUTHERLY ALONG THE ENTRACE ROAD TO A PAVED ROAD. GO  NORTHERLY ALONG
 DH9109'THE PAVED ROAD 64 M (211 FT) TO THE TARMAC. GO EASTERLY ALONG THE
 DH9109'TARMAC TO THE TAXWAY AND GO EASTERLY ALONG THE TAXIWAY 1.2 KM (0.8 MI)
 DH9109'TO THE STATION  ON THE LEFT.
 DH9109'
 DH9109'THE STATION IS A 3 INCH BRASS DISK SET IN CONCRETE AND STAMPED RCR C
 DH9109'2006 SET 10.6 M (34.8  FEET) EASTERLY OF THE EASTERLY EDGE OF THE
 DH9109'TAXIWAY, 41.9 M (137.4 FT) SOUTHEASTERLY OF A  SIGN A5-29 AND 57.2 M
 DH9109'(187.6 FT) SOUTHERLY OF A RUNWAY END IDENTIFIER LIGHT (REIL).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2159 ***********************************************************************
 LA2159  DESIGNATION -  READER RESET
 LA2159  PID         -  LA2159
 LA2159  STATE/COUNTY-  IN/MADISON
 LA2159  COUNTRY     -  US
 LA2159  USGS QUAD   -  ELWOOD (2019)
 LA2159
 LA2159                         *CURRENT SURVEY CONTROL
 LA2159  ______________________________________________________________________
 LA2159* NAD 83(1997) POSITION- 40 20 04.40585(N) 085 50 30.67602(W)   ADJUSTED
 LA2159* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2159  ______________________________________________________________________
 LA2159  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 LA2159  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 LA2159  HORZ ORDER      -  FIRST
 LA2159
 LA2159.The horizontal coordinates were established by classical geodetic methods
 LA2159.and adjusted by the National Geodetic Survey in May 1999.
 LA2159
 LA2159.The orthometric height was scaled from a topographic map.
 LA2159
 LA2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2159.GEOID18 height accuracy estimate available here.
 LA2159
 LA2159.Click photographs - Photos may exist for this station.
 LA2159
 LA2159.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2159
 LA2159. The following values were computed from the NAD 83(1997) position.
 LA2159
 LA2159;                    North         East     Units Scale Factor Converg.
 LA2159;SPC IN E     -   564,679.639    85,113.797   MT  0.99996939   -0 06 48.2
 LA2159;SPC IN E     - 1,852,619.78    279,244.18   sFT  0.99996939   -0 06 48.2
 LA2159;UTM  16      - 4,465,534.450   598,375.905   MT  0.99971913   +0 44 58.8
 LA2159
 LA2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2159!SPC IN E     -   0.99996367  x   0.99996939  =   0.99993306
 LA2159!UTM  16      -   0.99996367  x   0.99971913  =   0.99968281
 LA2159
 LA2159:                Primary Azimuth Mark                     Grid Az
 LA2159:SPC IN E     -  READER AZ MK RESET                       352 41 52.7
 LA2159:UTM  16      -  READER AZ MK RESET                       351 50 05.7
 LA2159
 LA2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9837565534(NAD 83)
 LA2159
 LA2159|---------------------------------------------------------------------|
 LA2159| PID    Reference Object                     Distance      Geod. Az  |
 LA2159|                                                           dddmmss.s |
 LA2159| LA2158 READER RM 3                          25.528 METERS 01909     |
 LA2159| LA2152 ELWOOD CITY HALL DOME               APPROX. 6.4 KM 1782832.1 |
 LA2159| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX. 6.5 KM 1814356.3 |
 LA2159| LA2154 ELWOOD SELLERS KITCHEN CAB TK       APPROX. 6.2 KM 1821734.4 |
 LA2159| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX. 5.4 KM 1874252.2 |
 LA2159| LA2156 ELWOOD ILL PLINE PUMP STA STK       APPROX. 5.1 KM 1994926.9 |
 LA2159| CC9976 READER RM 1                          47.987 METERS 24620     |
 LA2159| CC9977 READER RM 2                          41.587 METERS 33124     |
 LA2159| CC9975 READER AZ MK RESET                                 3523504.5 |
 LA2159| CC9974 READER AZ MK                                       3540200.5 |
 LA2159|---------------------------------------------------------------------|
 LA2159
 LA2159                          SUPERSEDED SURVEY CONTROL
 LA2159
 LA2159  NAD 83(1986)-  40 20 04.40930(N)    085 50 30.68994(W) AD(       ) 1
 LA2159  NAD 27      -  40 20 04.27400(N)    085 50 30.76300(W) AD(       ) 1
 LA2159
 LA2159.Superseded values are not recommended for survey control.
 LA2159
 LA2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2159.See file dsdata.pdf to determine how the superseded data were derived.
 LA2159
 LA2159_MARKER: DS = TRIANGULATION STATION DISK
 LA2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2159_STAMPING: READER 1934 1954
 LA2159_MARK LOGO: CGS
 LA2159_PROJECTION: RECESSED 46 CENTIMETERS
 LA2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2159+STABILITY: SURFACE MOTION
 LA2159
 LA2159  HISTORY     - Date     Condition        Report By
 LA2159  HISTORY     - 1934     MONUMENTED       CGS
 LA2159  HISTORY     - 1935     GOOD             CGS
 LA2159  HISTORY     - 1948     GOOD             CGS
 LA2159  HISTORY     - 1954     GOOD             CGS
 LA2159
 LA2159                          STATION DESCRIPTION
 LA2159
 LA2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2159'10 MILES NORTHWEST OF ALEXANDRIA, 3.95 MILES NORTH OF ELWOOD ON THE
 LA2159'EAST SIDE OF STATE HIGHWAY 13, IN THE EAST CENTRAL PART OF READRER
 LA2159'SCHOOLYARD.
 LA2159'
 LA2159'IT IS 40 FEET WEST OF FENCE LINE, 100 FEET SOUTH OF GRAVEL ROAD, 150
 LA2159'FEET EAST OF SCHOOLHOUSE, 64 FEET NORTH OF FENCE LINE, AND PROJECTS 5
 LA2159'INCHES.
 LA2159'
 LA2159'TO REACH FROM ELWOOD, GO NORTH FROM POST OFFICE ON STATE HIGHWAY 13
 LA2159'FOR 3.95 MILES TO THE SCHOOLHOUSE AND STATION.
 LA2159'
 LA2159'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LA2159'CONCRETE.
 LA2159'
 LA2159'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 72 FEET SOUTH
 LA2159'OF SCHOOLHOUSE, 1 FOOT NORTH OF FENCE LINE, 75 FEET EAST OF STATE
 LA2159'HIGHWAY 13, AND PROJECTS 4 INCHES.
 LA2159'
 LA2159'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 18 FEET NORTH
 LA2159'OF CENTER LINE OF GRAVEL ROAD, 1 FOOT NORTH OF FENCE LINE, AND
 LA2159'PROJECTS 7 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 199.3
 LA2159'FEET.
 LA2159'
 LA2159'AZIMUTH MARK IS NORTH OF THE STATION, 21 FEET EAST OF STATE HIGHWAY
 LA2159'13, 1 FOOT EAST OF THE FENCE LINE, ABOUT 50 YARDS SOUTH-SOUTHWEST OF
 LA2159'WHITE FARMHOUSE, AND PROJECTS 10 INCHES.
 LA2159
 LA2159                          STATION RECOVERY (1935)
 LA2159
 LA2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LA2159'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED BY G.L.A.
 LA2159'EXCEPT, THE DISTANCE FROM THE STATION MARK TO REFERENCE MARK NO. 2 IS
 LA2159'136.3 FEET INSTEAD OF 172.48 FEET AS GIVEN BY G.L.A., AND THE DISTANCE
 LA2159'FROM THE STATION TO THE NORTHEAST CORNER OF THE SCHOOL IS 145.6 FEET
 LA2159'INSTEAD OF 150 FEET AS GIVEN BY G.L.A.
 LA2159'
 LA2159'THE STATION IS 102 FEET SOUTH FROM CENTER LINE OF THE EAST-AND-WEST
 LA2159'GRAVEL ROAD, AND 222.4 FEET EAST FROM CENTER LINE OF STATE HIGHWAY 13.
 LA2159'DISTACE FROM THE STATION TO REFERENCE MARK NO. 1 AND TO THE EAST AND
 LA2159'SOUTH SCHOOL GROUND FENCES CHECKS WITH THE DISTANCE GIVEN BY G.L.A.
 LA2159'ALSO, THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LA2159'2 CHECKS WITH G.L.A.S MEASUREMENT.
 LA2159'
 LA2159'TO REACH, GO TO STATE HIGHWAY 13 AND FOLLOW TO THE STATION.
 LA2159
 LA2159                          STATION RECOVERY (1948)
 LA2159
 LA2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2159'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LA2159'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE
 LA2159'REFERENCE MARKS.  THE OLD DESCRIPTION IS ADEQUATE.
 LA2159'
 LA2159'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2159
 LA2159                          STATION RECOVERY (1954)
 LA2159
 LA2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2159'STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARKS WERE
 LA2159'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  THE
 LA2159'DISTANCES TO THE REFERENCE MARKS CHECKED AND THE ANGLE BETWEEN THE TWO
 LA2159'MARKS CHECKED.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 LA2159'ESTABLISHED AT THIS TIME.  THE TOWER WAS BUILT OVER REFERENCE MARK NO.
 LA2159'3 AND ALL LINES OBSERVED FROM THIS POINT.  A COMPLETE NEW DESCRIPTION
 LA2159'FOLLOWS-
 LA2159'
 LA2159'STATION IS LOCATED ON THE PROPERTY OF R.E. KELLEMS ALONG THE EAST SIDE
 LA2159'OF STATE HIGHWAY 13 ABOUT 10 MILES NORTHWEST OF ALEXANDRIA AND ABOUT 4
 LA2159'MILES NORTH OF ELWOOD.  IT IS 222 FEET EAST OF THE CENTER OF THE
 LA2159'HIGHWAY, 150 FEET EAST OF THE SOUTHEAST CORNER OF MR. KELLEMS HOUSE,
 LA2159'102 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 96 FEET SOUTHWEST OF A
 LA2159'WHITE WITNESS POST AND 64 FEET NORTH OF A FENCE.  THE MARK IS 18
 LA2159'INCHES UNDERGROUND AND THE DISK IS STAMPED READER 1934 1954.
 LA2159'
 LA2159'REFERENCE MARK NO. 1 IS 157.44 FEET SOUTHWEST OF THE STATION, 16 FEET
 LA2159'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 1
 LA2159'FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2159'IS STAMPED READER NO 1 1934.
 LA2159'
 LA2159'REFERENCE MARK NO. 2 IS 136.45 FEET NORTHWEST OF THE STATION, 48 FEET
 LA2159'EAST OF A TELEPHONE POLE AND 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 LA2159'ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED READER
 LA2159'NO 2 1934.
 LA2159'
 LA2159'REFERENCE MARK NO. 3 IS 83.75 FEET NORTHEAST OF THE STATION, 22 FEET
 LA2159'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 15 FEET SOUTHWEST OF A WHITE
 LA2159'WITNESS POST AND 13 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS
 LA2159'FLUSH AND THE DISK IS STAMPED READER NO 3 1934 1954.
 LA2159'
 LA2159'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF HIGHWAY 13, 2 FEET SOUTH
 LA2159'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 LA2159'ABOUT 4 INCHES AND THE DISK IS STAMPED READER 1934 RESET 1954.
 LA2159'
 LA2159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 13 IN
 LA2159'ELWOOD, GO NORTH HIGHWAY 13 FOR 4.0 MILES TO MR. KELLEMS HOUSE ON THE
 LA2159'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON
 LA2159'THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2158 ***********************************************************************
 LA2158  DESIGNATION -  READER RM 3
 LA2158  PID         -  LA2158
 LA2158  STATE/COUNTY-  IN/MADISON
 LA2158  COUNTRY     -  US
 LA2158  USGS QUAD   -  ELWOOD (2019)
 LA2158
 LA2158                         *CURRENT SURVEY CONTROL
 LA2158  ______________________________________________________________________
 LA2158* NAD 83(1997) POSITION- 40 20 05.18767(N) 085 50 30.32119(W)   ADJUSTED
 LA2158* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2158  ______________________________________________________________________
 LA2158  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 LA2158  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 LA2158  HORZ ORDER      -  SECOND
 LA2158
 LA2158.The horizontal coordinates were established by classical geodetic methods
 LA2158.and adjusted by the National Geodetic Survey in May 1999.
 LA2158
 LA2158.The orthometric height was scaled from a topographic map.
 LA2158
 LA2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2158.GEOID18 height accuracy estimate available here.
 LA2158
 LA2158.Click photographs - Photos may exist for this station.
 LA2158
 LA2158.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2158
 LA2158. The following values were computed from the NAD 83(1997) position.
 LA2158
 LA2158;                    North         East     Units Scale Factor Converg.
 LA2158;SPC IN E     -   564,703.736    85,122.220   MT  0.99996939   -0 06 48.0
 LA2158;SPC IN E     - 1,852,698.84    279,271.82   sFT  0.99996939   -0 06 48.0
 LA2158;UTM  16      - 4,465,558.666   598,383.962   MT  0.99971915   +0 44 59.1
 LA2158
 LA2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2158!SPC IN E     -   0.99996367  x   0.99996939  =   0.99993306
 LA2158!UTM  16      -   0.99996367  x   0.99971915  =   0.99968283
 LA2158
 LA2158:                Primary Azimuth Mark                     Grid Az
 LA2158:SPC IN E     -  RYBOLT                                   009 03 27.3
 LA2158:UTM  16      -  RYBOLT                                   008 11 40.2
 LA2158
 LA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9838365558(NAD 83)
 LA2158
 LA2158|---------------------------------------------------------------------|
 LA2158| PID    Reference Object                     Distance      Geod. Az  |
 LA2158|                                                           dddmmss.s |
 LA2158| LA2151 RYBOLT                              APPROX. 9.4 KM 0085639.3 |
 LA2158| LA2159 READER RESET                         25.528 METERS 19909     |
 LA2158|---------------------------------------------------------------------|
 LA2158
 LA2158                          SUPERSEDED SURVEY CONTROL
 LA2158
 LA2158  NAD 83(1986)-  40 20 05.19108(N)    085 50 30.33513(W) AD(       ) 2
 LA2158  NAD 27      -  40 20 05.05620(N)    085 50 30.40840(W) AD(       ) 2
 LA2158
 LA2158.Superseded values are not recommended for survey control.
 LA2158
 LA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2158.See file dsdata.pdf to determine how the superseded data were derived.
 LA2158
 LA2158_MARKER: DR = REFERENCE MARK DISK
 LA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2158_STAMPING: READER NO 3 1934 1954
 LA2158_MARK LOGO: CGS
 LA2158_PROJECTION: FLUSH
 LA2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2158+STABILITY: SURFACE MOTION
 LA2158
 LA2158  HISTORY     - Date     Condition        Report By
 LA2158  HISTORY     - 1954     MONUMENTED       CGS
 LA2158
 LA2158                          STATION DESCRIPTION
 LA2158
 LA2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 13 IN
 LA2158'ELWOOD, GO NORTH HIGHWAY 13
 LA2158'FOR 4.0 MILES TO MR. KELLEMS HOUSE ON THE RIGHT AND THE STATION ON
 LA2158'THE RIGHT AS DESCRIBED.
 LA2158'
 LA2158'REFERENCE MARK NO. 3 IS 83.75 FEET NORTHEAST OF THE STATION, 22 FEET
 LA2158'SOUTH OF THE CENTER OF THE
 LA2158'GRAVEL ROAD, 15 FEET SOUTHWEST OF A WHITE WITNESS POST AND 13 FEET
 LA2158'SOUTHWEST OF A FENCE CORNER.  THE MARK
 LA2158'IS FLUSH AND THE DISK IS STAMPED READER NO 3 1934
 LA2158'1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1758 ***********************************************************************
 JA1758  DESIGNATION -  REAS
 JA1758  PID         -  JA1758
 JA1758  STATE/COUNTY-  IN/HARRISON
 JA1758  COUNTRY     -  US
 JA1758  USGS QUAD   -  CORYDON WEST (2019)
 JA1758
 JA1758                         *CURRENT SURVEY CONTROL
 JA1758  ______________________________________________________________________
 JA1758* NAD 83(1997) POSITION- 38 08 38.78685(N) 086 08 48.50667(W)   ADJUSTED
 JA1758* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 JA1758  ______________________________________________________________________
 JA1758  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 JA1758  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 JA1758  HORZ ORDER      -  SECOND
 JA1758
 JA1758.The horizontal coordinates were established by classical geodetic methods
 JA1758.and adjusted by the National Geodetic Survey in May 1999.
 JA1758
 JA1758.The orthometric height was scaled from a topographic map.
 JA1758
 JA1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1758.GEOID18 height accuracy estimate available here.
 JA1758
 JA1758.Click photographs - Photos may exist for this station.
 JA1758
 JA1758.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1758
 JA1758. The following values were computed from the NAD 83(1997) position.
 JA1758
 JA1758;                    North         East     Units Scale Factor Converg.
 JA1758;SPC IN E     -   321,598.032    57,912.000   MT  0.99998847   -0 17 47.6
 JA1758;SPC IN E     - 1,055,109.54    189,999.62   sFT  0.99998847   -0 17 47.6
 JA1758;UTM  16      - 4,222,148.057   574,761.870   MT  0.99966884   +0 31 37.2
 JA1758
 JA1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1758!SPC IN E     -   0.99997336  x   0.99998847  =   0.99996183
 JA1758!UTM  16      -   0.99997336  x   0.99966884  =   0.99964221
 JA1758
 JA1758:                Primary Azimuth Mark                     Grid Az
 JA1758:SPC IN E     -  REAS AZ MK                               015 25 55.6
 JA1758:UTM  16      -  REAS AZ MK                               014 36 30.8
 JA1758
 JA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7476122148(NAD 83)
 JA1758
 JA1758|---------------------------------------------------------------------|
 JA1758| PID    Reference Object                     Distance      Geod. Az  |
 JA1758|                                                           dddmmss.s |
 JA1758| CG9776 REAS AZ MK                                         0150808.0 |
 JA1758| CG9777 REAS RM 1                            23.640 METERS 21427     |
 JA1758| CG9778 REAS RM 2                            20.781 METERS 30445     |
 JA1758|---------------------------------------------------------------------|
 JA1758
 JA1758                          SUPERSEDED SURVEY CONTROL
 JA1758
 JA1758  NAD 83(1993)-  38 08 38.78702(N)    086 08 48.50700(W) AD(       ) 2
 JA1758  NAD 83(1986)-  38 08 38.79207(N)    086 08 48.51248(W) AD(       ) 2
 JA1758  NAD 27      -  38 08 38.54100(N)    086 08 48.62400(W) AD(       ) 2
 JA1758
 JA1758.Superseded values are not recommended for survey control.
 JA1758
 JA1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1758.See file dsdata.pdf to determine how the superseded data were derived.
 JA1758
 JA1758_MARKER: DS = TRIANGULATION STATION DISK
 JA1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1758_STAMPING: REAS 1947
 JA1758_MARK LOGO: CGS
 JA1758_PROJECTION: RECESSED 30 CENTIMETERS
 JA1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1758+STABILITY: SURFACE MOTION
 JA1758
 JA1758  HISTORY     - Date     Condition        Report By
 JA1758  HISTORY     - 1947     MONUMENTED       CGS
 JA1758  HISTORY     - 20180623 MARK NOT FOUND   GEOCAC
 JA1758  HISTORY     - 20190322 GOOD             INDIV
 JA1758
 JA1758                          STATION DESCRIPTION
 JA1758
 JA1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1758'THE STATION IS LOCATED BESIDE STATE HIGHWAY 135 ON LAND OWNED BY
 JA1758'MRS. L. E. RLEAS.  IT IS 4.9 MILES SOUTH-SOUTHEAST OF THE COURTHOUSE
 JA1758'IN CORYDON VIA THE HIGHWAY AND 3-1/4 MILES NORTH-NORTHEAST OF
 JA1758'CENTRAL.  IT IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JA1758'BARN, 36 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 JA1758'AND 18 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 JA1758'GROUND, AND THE DISK IS STAMPED REAS 1947.
 JA1758'
 JA1758'REFERENCE MARK NO. 1 IS 77.56 FEET SOUTHWEST OF THE STATION, 3 FEET
 JA1758'WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 JA1758'PROJECTS 4 INCHES, AND THE DISK IS STAMPED REAS NO 1 1947.
 JA1758'
 JA1758'REFERENCE MARK NO. 2 IS 68.18 FEET NORTHWEST OF THE STATION AND 1
 JA1758'FOOT SOUTH OF THE SOUTH EDGE OF THE BARN.  THE MARK PROJECTS 4
 JA1758'INCHES, AND THE DISK IS STAMPED REAS NO 2 1947.
 JA1758'
 JA1758'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION VIA THE
 JA1758'HIGHWAY, 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 JA1758'4.5 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE
 JA1758'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED REAS 1947.
 JA1758'
 JA1758'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1758
 JA1758                          STATION RECOVERY (2018)
 JA1758
 JA1758'RECOVERY NOTE BY GEOCACHING 2018 (PK)
 JA1758'CONCRETE SETTING FOUND IN LOCATION AS DESCRIBED.  THE BARN USED IN
 JA1758'LOCATION DESCRIPTION HAS SINCE BEEN TORN DOWN.  THE ACTUAL DISC IS
 JA1758'MISSING AND SEPARATED FROM CONCRETE SETTING.  PROPERTY OWNER EXPLAINED
 JA1758'IT HAD BEEN DAMAGED WHEN MOWING THE FIELD.  REFERENCE MARK 2 FOUND AND
 JA1758'IN GREAT CONDITION.  REFERENCE MARK 1 RECOVERY ATTEMPTED, BUT NOT
 JA1758'FOUND.
 JA1758
 JA1758                          STATION RECOVERY (2019)
 JA1758
 JA1758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (PK)
 JA1758'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF LACONIA,
 JA1758'7.6 MI (12.2 KM) EAST-NORTHEAST OF NEW AMSTERDAM AND 4.9 MI (7.9 KM)
 JA1758'SOUTH-SOUTHWEST OF CORYDON.
 JA1758'
 JA1758'TO REACH FROM THE INTERSECTION OF INTERSTATE 64 AND HIGHWAY 135.
 JA1758'CONTINUE SOUTH ON HIGHWAY 135 FOR APPROXIMATELY 7 MI (11.3 KM).  TURN
 JA1758'RIGHT ON TO WISEMAN ROAD.  IMMEDIATELY TURN RIGHT ONTO OLD STATE ROAD
 JA1758'135.  STATION IS LOCATED IN A FIELD BELONGING TO NANCY (NEE REAS) AND
 JA1758'GLENN CASADA.     THIS SECOND ATTEMPT TO FIND THE STATION RESULTED IN
 JA1758'THE STATION BEING FOUND APPROXIMATELY TWO FEET BELOW THE SURFACE.
 JA1758'LAND OWNERS GAVE PERMISSION TO DIG AFTER PRECISE MEASUREMENTS TAKEN
 JA1758'FROM REFERENCE MARK 2 AND POSSIBLE REMNANTS OF REFERENCE MARK 1.
 JA1758'
 JA1758'ENTER RIVER BLUFF FARMS VIA ASPHALT DRIVEWAY ON THE LEFT OF THE OLD
 JA1758'HIGHWAY.  CONTINUE TO A GRAVEL PATH ON THE LEFT.  GAIN ACCESS TO THE
 JA1758'FIRST FIELD THROUGH A GATE ON THE LEFT.  GO SOUTHEAST FOR ABOUT 230 FT
 JA1758'(70.1 M) TO SECOND GATE.  REFERENCE MARK 2 IS LOCATED IN THIS FENCE
 JA1758'LINE.  STATION WAS LOCATED UNDERGROUND USING MEASUREMENTS IN ORIGINAL
 JA1758'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1789 ***********************************************************************
 KA1789  DESIGNATION -  RECTOR
 KA1789  PID         -  KA1789
 KA1789  STATE/COUNTY-  IN/CLAY
 KA1789  COUNTRY     -  US
 KA1789  USGS QUAD   -  STAUNTON (2019)
 KA1789
 KA1789                         *CURRENT SURVEY CONTROL
 KA1789  ______________________________________________________________________
 KA1789* NAD 83(1997) POSITION- 39 25 02.74198(N) 087 14 21.90342(W)   ADJUSTED
 KA1789* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 KA1789  ______________________________________________________________________
 KA1789  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA1789  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 KA1789  HORZ ORDER      -  THIRD
 KA1789
 KA1789.The horizontal coordinates were established by classical geodetic methods
 KA1789.and adjusted by the National Geodetic Survey in May 1999.
 KA1789
 KA1789.The orthometric height was scaled from a topographic map.
 KA1789
 KA1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1789.GEOID18 height accuracy estimate available here.
 KA1789
 KA1789.Click photographs - Photos may exist for this station.
 KA1789
 KA1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1789
 KA1789. The following values were computed from the NAD 83(1997) position.
 KA1789
 KA1789;                    North         East     Units Scale Factor Converg.
 KA1789;SPC IN W     -   462,849.043   886,559.230   MT  0.99996889   -0 05 56.8
 KA1789;SPC IN W     - 1,518,530.57  2,908,653.07   sFT  0.99996889   -0 05 56.8
 KA1789;UTM  16      - 4,363,128.058   479,390.762   MT  0.99960523   -0 09 07.3
 KA1789
 KA1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1789!SPC IN W     -   0.99997583  x   0.99996889  =   0.99994472
 KA1789!UTM  16      -   0.99997583  x   0.99960523  =   0.99958107
 KA1789
 KA1789:                Primary Azimuth Mark                     Grid Az
 KA1789:SPC IN W     -  RECTOR AZ MK                             178 20 26.7
 KA1789:UTM  16      -  RECTOR AZ MK                             178 23 37.2
 KA1789
 KA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7939063128(NAD 83)
 KA1789
 KA1789|---------------------------------------------------------------------|
 KA1789| PID    Reference Object                     Distance      Geod. Az  |
 KA1789|                                                           dddmmss.s |
 KA1789| CM4425 RECTOR AZ MK                                       1781429.9 |
 KA1789| KA1788 NO 327                               12.539 METERS 24156     |
 KA1789| CM4426 RECTOR RM 1                          31.760 METERS 34323     |
 KA1789| KA1787 NO 610                              193.243 METERS 35358     |
 KA1789|---------------------------------------------------------------------|
 KA1789
 KA1789                          SUPERSEDED SURVEY CONTROL
 KA1789
 KA1789  NAD 83(1986)-  39 25 02.74755(N)    087 14 21.89630(W) AD(       ) 3
 KA1789  NAD 27      -  39 25 02.61040(N)    087 14 21.83130(W) AD(       ) 3
 KA1789
 KA1789.Superseded values are not recommended for survey control.
 KA1789
 KA1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1789.See file dsdata.pdf to determine how the superseded data were derived.
 KA1789
 KA1789_MARKER: DS = TRIANGULATION STATION DISK
 KA1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1789_STAMPING: RECTOR 1947
 KA1789_MARK LOGO: CGS
 KA1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1789+STABILITY: SURFACE MOTION
 KA1789
 KA1789  HISTORY     - Date     Condition        Report By
 KA1789  HISTORY     - 1947     MONUMENTED       CGS
 KA1789
 KA1789                          STATION DESCRIPTION
 KA1789
 KA1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1789'STATION IS ABOUT 11 MILES SOUTHWEST OF BRAZIL, 9.5 MILES SOUTHEAST OF
 KA1789'TERRE HAUTE ON PROPERTY OF W.O. RECTOR, 0.2 MILE SOUTHWEST OF
 KA1789'MR. RECTORS HOUSE, 51 FEET EAST OF APPROXIMATE CENTERLINE OF
 KA1789'CLAY-VIGO COUNTY LINE ROAD, 6 FEET WEST OF A WHITE WITNESS
 KA1789'POST, AND 1 FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS 6 INCHES,
 KA1789'AND THE DISK IS STAMPED RECTOR 1947.
 KA1789'
 KA1789'REFERENCE MARK NO. 1 IS 104.20 FEET NORTH-NORTHWEST OF STATION AND
 KA1789'20 FEET E APPROXIMATE CENTERLINE OF CLAY-VIGO COUNTY LINE
 KA1789'ROAD. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED RECTOR NO 1
 KA1789'1947.
 KA1789'
 KA1789'U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 327 USED
 KA1789'AS A SECOND REFERENCE MARK, IS 41.14 FEET WEST-SOUTHWEST
 KA1789'OF STATION AND 15 FEET EAST OF APPROXIMATE CENTERLINE OF CLAY-VIGO
 KA1789'COUNTY LINE ROAD. THE MARK PROJECTS 12 INCHES, AND THE DISK IS
 KA1789'STAMPED 327.
 KA1789'
 KA1789'610 U.S.G.S. IS 633.99 FEET NORTHWEST OF STATION IN THE NORTHWEST
 KA1789'CORNER OF INTERSECTION OF GRAVELED ROAD AND THE CLAY-VIGO
 KA1789'COUNTY LINE ROAD, 0.15 MILE SOUTH-SOUTHWEST OF RECTORS FARM HOUSE,
 KA1789'12 FEET WEST OF APPROXIMATE CENTERLINE OF COUNTY LINE ROAD, AND
 KA1789'11 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1789'PROJECTS 10 INCHES, AND THE DISK IS STAMPED 610.
 KA1789'
 KA1789'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION, 118 FEET EAST OF
 KA1789'APPROXIMATE CENTERLINE OF CLAY-VIGO COUNTY LINE ROAD, 20 FEET
 KA1789'NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 3 FEET WEST OF
 KA1789'A WHITE WITNESS POST. THE MARK PROJECTS 5 INCHES, AND THE DISK
 KA1789'IS STAMPED RECTOR 1947.
 KA1789'
 KA1789'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 59 IN
 KA1789'BRAZIL, GO SOUTH ON HIGHWAY 59 FOR 10.1 MILES TO JUNCTION STATE
 KA1789'HIGHWAY 46. TURN RIGHT ON HIGHWAY 46 AND GO 6.9 MILES TO A GRAVELED
 KA1789'CROSS ROAD. TURN RIGHT AND GO 1.9 MILES TO STATION ON RIGHT.
 KA1789'
 KA1789'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH FOR 0.4 MILE TO CROSS
 KA1789'ROAD. TURN LEFT AND GO 118 FEET TO MARK ON LEFT.
 KA1789'
 KA1789'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1789'SURVEY.
 KA1789'
 KA1789'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1037 ***********************************************************************
 LA1037  DESIGNATION -  RED KEY
 LA1037  PID         -  LA1037
 LA1037  STATE/COUNTY-  IN/JAY
 LA1037  COUNTRY     -  US
 LA1037  USGS QUAD   -  REDKEY (2019)
 LA1037
 LA1037                         *CURRENT SURVEY CONTROL
 LA1037  ______________________________________________________________________
 LA1037* NAD 83(1986) POSITION- 40 20 56.     (N) 085 08 57.     (W)   SCALED
 LA1037* NAVD 88 ORTHO HEIGHT -   293.784 (meters)      963.86  (feet) ADJUSTED
 LA1037  ______________________________________________________________________
 LA1037  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 LA1037  DYNAMIC HEIGHT  -        293.633 (meters)      963.36  (feet) COMP
 LA1037  MODELED GRAVITY -    980,101.7   (mgal)                       NAVD 88
 LA1037
 LA1037  VERT ORDER      -  SECOND    CLASS 0
 LA1037
 LA1037.The horizontal coordinates were scaled from a map and have
 LA1037.an estimated accuracy of +/- 6 seconds.
 LA1037
 LA1037.The orthometric height was determined by differential leveling and
 LA1037.adjusted by the NATIONAL GEODETIC SURVEY
 LA1037.in June 1991.
 LA1037
 LA1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1037.GEOID18 height accuracy estimate available here.
 LA1037
 LA1037.Click photographs - Photos may exist for this station.
 LA1037
 LA1037.The dynamic height is computed by dividing the NAVD 88
 LA1037.geopotential number by the normal gravity value computed on the
 LA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1037.degrees latitude (g = 980.6199 gals.).
 LA1037
 LA1037.The modeled gravity was interpolated from observed gravity values.
 LA1037
 LA1037;                    North         East    Units  Estimated Accuracy
 LA1037;SPC IN E     -   566,390.      143,960.      MT  (+/- 180 meters Scaled)
 LA1037
 LA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK571681(NAD 83)
 LA1037
 LA1037                          SUPERSEDED SURVEY CONTROL
 LA1037
 LA1037  NGVD 29 (??/??/92)  293.925  (m)          964.32   (f) ADJ UNCH    2 0
 LA1037
 LA1037.Superseded values are not recommended for survey control.
 LA1037
 LA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1037.See file dsdata.pdf to determine how the superseded data were derived.
 LA1037
 LA1037_MARKER: DB = BENCH MARK DISK
 LA1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1037_STAMPING: RED KEY 1934 964.657
 LA1037_MARK LOGO: CGS
 LA1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1037+STABILITY: SURFACE MOTION
 LA1037
 LA1037  HISTORY     - Date     Condition        Report By
 LA1037  HISTORY     - 1934     MONUMENTED       CGS
 LA1037  HISTORY     - 1947     GOOD             CGS
 LA1037
 LA1037                          STATION DESCRIPTION
 LA1037
 LA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1037'AT RED KEY.
 LA1037'AT RED KEY, ON SOUTH MERIDIAN STREET (STATE HIGHWAY 1), IN
 LA1037'FRONT OF BUILDING AT 123 SOUTH MERIDIAN STREET, 160 FEET SOUTH
 LA1037'OF THE SOUTH CURB OF MAIN STREET, 9 FEET WEST OF THE WEST FACE
 LA1037'OF THE BUILDING, 2.5 FEET EAST OF THE EAST CURB OF SOUTH MERIDIAN
 LA1037'STREET, AND SET FLUSH WITH THE SIDE WALK.  MARK IS PROBABLY
 LA1037'A CONCRETE POST AND NOT A DRILL IN THE SIDE WALK.  AN 8 BY 8
 LA1037'INCH METAL COVER WITH A HOLE THE SIZE OF THE DISK IS PLACED
 LA1037'OVER THE MARK SO THAT YOU CANNOT TELL IF THE MARK IS DRILLED
 LA1037'IN SIDE WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1823 ***********************************************************************
 MD1823  DESIGNATION -  REDIGER
 MD1823  PID         -  MD1823
 MD1823  STATE/COUNTY-  IN/DE KALB
 MD1823  COUNTRY     -  US
 MD1823  USGS QUAD   -  SAINT JOE (2019)
 MD1823
 MD1823                         *CURRENT SURVEY CONTROL
 MD1823  ______________________________________________________________________
 MD1823* NAD 83(1997) POSITION- 41 16 04.80159(N) 084 57 12.47837(W)   ADJUSTED
 MD1823* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 MD1823  ______________________________________________________________________
 MD1823  GEOID HEIGHT    -        -33.238 (meters)                     GEOID18
 MD1823  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 MD1823  HORZ ORDER      -  SECOND
 MD1823
 MD1823.The horizontal coordinates were established by classical geodetic methods
 MD1823.and adjusted by the National Geodetic Survey in May 1999.
 MD1823
 MD1823.The orthometric height was scaled from a topographic map.
 MD1823
 MD1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1823.GEOID18 height accuracy estimate available here.
 MD1823
 MD1823.Click photographs - Photos may exist for this station.
 MD1823
 MD1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1823
 MD1823. The following values were computed from the NAD 83(1997) position.
 MD1823
 MD1823;                    North         East     Units Scale Factor Converg.
 MD1823;SPC IN E     -   668,565.724   159,759.752   MT  1.00001060   +0 28 13.5
 MD1823;SPC IN E     - 2,193,452.71    524,145.12   sFT  1.00001060   +0 28 13.5
 MD1823;UTM  16      - 4,570,528.116   671,422.379   MT  0.99996166   +1 21 00.7
 MD1823
 MD1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1823!SPC IN E     -   0.99996587  x   1.00001060  =   0.99997647
 MD1823!UTM  16      -   0.99996587  x   0.99996166  =   0.99992753
 MD1823
 MD1823:                Primary Azimuth Mark                     Grid Az
 MD1823:SPC IN E     -  REDIGER AZ MK                            268 10 55.2
 MD1823:UTM  16      -  REDIGER AZ MK                            267 18 08.0
 MD1823
 MD1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7142270528(NAD 83)
 MD1823
 MD1823|---------------------------------------------------------------------|
 MD1823| PID    Reference Object                     Distance      Geod. Az  |
 MD1823|                                                           dddmmss.s |
 MD1823| CE6453 REDIGER RM 1                         27.938 METERS 13215     |
 MD1823| CE6454 REDIGER RM 2                         27.469 METERS 22817     |
 MD1823| CE6452 REDIGER AZ MK                                      2683908.7 |
 MD1823|---------------------------------------------------------------------|
 MD1823
 MD1823                          SUPERSEDED SURVEY CONTROL
 MD1823
 MD1823  NAD 83(1995)-  41 16 04.80171(N)    084 57 12.47923(W) AD(       ) 2
 MD1823  NAD 83(1986)-  41 16 04.80283(N)    084 57 12.49377(W) AD(       ) 2
 MD1823  NAD 27      -  41 16 04.62300(N)    084 57 12.61350(W) AD(       ) 2
 MD1823
 MD1823.Superseded values are not recommended for survey control.
 MD1823
 MD1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1823.See file dsdata.pdf to determine how the superseded data were derived.
 MD1823
 MD1823_MARKER: DS = TRIANGULATION STATION DISK
 MD1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1823_STAMPING: REDIGER 1947
 MD1823_MARK LOGO: CGS
 MD1823_PROJECTION: FLUSH
 MD1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1823+STABILITY: SURFACE MOTION
 MD1823
 MD1823  HISTORY     - Date     Condition        Report By
 MD1823  HISTORY     - 1947     MONUMENTED       CGS
 MD1823  HISTORY     - 1960     GOOD             CGS
 MD1823
 MD1823                          STATION DESCRIPTION
 MD1823
 MD1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1823'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF SPENCERVILLE ON THE
 MD1823'NORTH SIDE OF THE ALLEN-DEKALB COUNTY LINE ROAD.  IT IS 38 FEET NORTH
 MD1823'OF THE CENTER OF THE ROAD, 21 FEET NORTHEAST OF AN 18 INCH OAK TREE
 MD1823'WITH A TRIANGLE BLAZED ON THE SOUTH SIDE AND 17 FEET NORTH OF A WHITE
 MD1823'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1823'STAMPED REDIGER 1947.
 MD1823'
 MD1823'REFERENCE MARK NO. 1 IS 91.66 FEET SOUTHEAST OF THE STATION.  IT IS 26
 MD1823'FEET SOUTH OF THE CENTER OF THE ROAD AND 5 FEET WEST OF A 20 INCH
 MD1823'WALNUT TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MD1823'REDIGER NO 1 1947.
 MD1823'
 MD1823'REFERENCE MARK NO. 2 IS 90.12 FEET SOUTHWEST OF THE STATION.  IT IS 21
 MD1823'FEET SOUTH OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF THE FENCE.
 MD1823'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED REDIGER NO 2
 MD1823'1947.
 MD1823'
 MD1823'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 52 FEET NORTH OF
 MD1823'THE CENTER OF THE ROAD IN THE FENCELINE AND 3 FEET NORTH OF A WHITE
 MD1823'WITNESS POST.
 MD1823'
 MD1823'THE MARK IS FLUSH AND THE DISK IS STAMPED REDIGER 1947.
 MD1823'
 MD1823'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SPENCERVILLE GO
 MD1823'SOUTHWEST ON STATE HIGHWAY 1 FOR 1.45 MILES TO THE DEKALB-ALLEN COUNTY
 MD1823'LINE ROAD, TURN RIGHT ON COUNTY LINE ROAD AND GO 0.65 MILE TO THE
 MD1823'STATION ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO THE TOP
 MD1823'OF THE HILL AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1823'
 MD1823'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1823
 MD1823                          STATION RECOVERY (1960)
 MD1823
 MD1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1823'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1823'AS HEREINAFTER CORRECTED OR MADE CURRENTLY CONFORMABLE BY PERTINENT
 MD1823'ADDENDA.
 MD1823'
 MD1823'BLAZED TREE AND WITNESS POST REFERRED TO DESCRIPTION OF THE STATION
 MD1823'MARK ARE GONE.  THE STATION MARK IS ON CREST OF RIDGE AND 138 FEET W
 MD1823'OF FENCE BETWEEN WOODS AND FIELD.
 MD1823'
 MD1823'REFERENCE MARK NO. 1 IS 6 FEET E (NOT W) OF 20-INCH WALNUT TREE AND 73
 MD1823'FEET W OF THE PROJECTED LINE OF THE SAID FENCE FROM THE N.
 MD1823'
 MD1823'DISTANCE TO R.M. NO. 2 WAS MEASURED AS 90.10 FEET OR 27.463 METERS
 MD1823'FROM THE STATION, AND IT IS 2 FEET E OF STEEL WITNESS POST.
 MD1823'
 MD1823'THE AZIMUTH MARK PROJECTS 0.1 FOOT AND IS 2 FEET N OF STEEL WITNESS
 MD1823'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2061 ***********************************************************************
 LA2061  DESIGNATION -  REDKEY MUNICIPAL TANK
 LA2061  PID         -  LA2061
 LA2061  STATE/COUNTY-  IN/JAY
 LA2061  COUNTRY     -  US
 LA2061  USGS QUAD   -  REDKEY (2019)
 LA2061
 LA2061                         *CURRENT SURVEY CONTROL
 LA2061  ______________________________________________________________________
 LA2061* NAD 83(1997) POSITION- 40 20 59.21967(N) 085 09 09.46430(W)   ADJUSTED
 LA2061  ______________________________________________________________________
 LA2061  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 LA2061  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 LA2061  HORZ ORDER      -  THIRD
 LA2061
 LA2061.The horizontal coordinates were established by classical geodetic methods
 LA2061.and adjusted by the National Geodetic Survey in May 1999.
 LA2061
 LA2061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2061.GEOID18 height accuracy estimate available here.
 LA2061
 LA2061.Click photographs - Photos may exist for this station.
 LA2061
 LA2061.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2061
 LA2061. The following values were computed from the NAD 83(1997) position.
 LA2061
 LA2061;                    North         East     Units Scale Factor Converg.
 LA2061;SPC IN E     -   566,482.406   143,669.508   MT  0.99999013   +0 19 58.2
 LA2061;SPC IN E     - 1,858,534.36    471,355.71   sFT  0.99999013   +0 19 58.2
 LA2061;UTM  16      - 4,468,218.788   656,887.935   MT  0.99990299   +1 11 46.8
 LA2061
 LA2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5688768218(NAD 83)
 LA2061
 LA2061                          SUPERSEDED SURVEY CONTROL
 LA2061
 LA2061  NAD 83(1995)-  40 20 59.22175(N)    085 09 09.46963(W) AD(       ) 3
 LA2061  NAD 83(1986)-  40 20 59.22205(N)    085 09 09.47684(W) AD(       ) 3
 LA2061  NAD 27      -  40 20 59.06500(N)    085 09 09.58400(W) AD(       ) 3
 LA2061
 LA2061.Superseded values are not recommended for survey control.
 LA2061
 LA2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2061.See file dsdata.pdf to determine how the superseded data were derived.
 LA2061
 LA2061_MARKER: 51 = TANK
 LA2061
 LA2061  HISTORY     - Date     Condition        Report By
 LA2061  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2061  HISTORY     - 1955     GOOD             CGS
 LA2061
 LA2061                          STATION DESCRIPTION
 LA2061
 LA2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2061'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2286 ***********************************************************************
 ME2286  DESIGNATION -  REED
 ME2286  PID         -  ME2286
 ME2286  STATE/COUNTY-  IN/FULTON
 ME2286  COUNTRY     -  US
 ME2286  USGS QUAD   -  AKRON (2019)
 ME2286
 ME2286                         *CURRENT SURVEY CONTROL
 ME2286  ______________________________________________________________________
 ME2286* NAD 83(1997) POSITION- 41 06 46.29584(N) 086 05 51.53766(W)   ADJUSTED
 ME2286* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 ME2286  ______________________________________________________________________
 ME2286  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME2286  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 ME2286  HORZ ORDER      -  THIRD
 ME2286
 ME2286.The horizontal coordinates were established by classical geodetic methods
 ME2286.and adjusted by the National Geodetic Survey in May 1999.
 ME2286
 ME2286.The orthometric height was scaled from a topographic map.
 ME2286
 ME2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2286.GEOID18 height accuracy estimate available here.
 ME2286
 ME2286.Click photographs - Photos may exist for this station.
 ME2286
 ME2286.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2286
 ME2286. The following values were computed from the NAD 83(1997) position.
 ME2286
 ME2286;                    North         East     Units Scale Factor Converg.
 ME2286;SPC IN E     -   651,180.960    63,802.275   MT  0.99998279   -0 17 00.2
 ME2286;SPC IN E     - 2,136,416.20    209,324.63   sFT  0.99998279   -0 17 00.2
 ME2286;UTM  16      - 4,551,678.000   575,759.906   MT  0.99967064   +0 35 36.1
 ME2286
 ME2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2286!SPC IN E     -   0.99996421  x   0.99998279  =   0.99994700
 ME2286!UTM  16      -   0.99996421  x   0.99967064  =   0.99963486
 ME2286
 ME2286:                Primary Azimuth Mark                     Grid Az
 ME2286:SPC IN E     -  REED AZ MK                               281 54 39.7
 ME2286:UTM  16      -  REED AZ MK                               281 02 03.4
 ME2286
 ME2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7575951677(NAD 83)
 ME2286
 ME2286|---------------------------------------------------------------------|
 ME2286| PID    Reference Object                     Distance      Geod. Az  |
 ME2286|                                                           dddmmss.s |
 ME2286| CM4428 REED RM 1                            26.058 METERS 14038     |
 ME2286| CM4429 REED RM 2                            26.290 METERS 22016     |
 ME2286| CM4427 REED AZ MK                                         2813739.5 |
 ME2286|---------------------------------------------------------------------|
 ME2286
 ME2286                          SUPERSEDED SURVEY CONTROL
 ME2286
 ME2286  NAD 83(1986)-  41 06 46.30094(N)    086 05 51.54729(W) AD(       ) 3
 ME2286  NAD 27      -  41 06 46.14270(N)    086 05 51.55390(W) AD(       ) 3
 ME2286
 ME2286.Superseded values are not recommended for survey control.
 ME2286
 ME2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2286.See file dsdata.pdf to determine how the superseded data were derived.
 ME2286
 ME2286_MARKER: DS = TRIANGULATION STATION DISK
 ME2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2286_STAMPING: REED 1952
 ME2286_MARK LOGO: CGS
 ME2286_PROJECTION: FLUSH
 ME2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2286+STABILITY: SURFACE MOTION
 ME2286
 ME2286  HISTORY     - Date     Condition        Report By
 ME2286  HISTORY     - 1952     MONUMENTED       CGS
 ME2286
 ME2286                          STATION DESCRIPTION
 ME2286
 ME2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2286'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MENTONE AND 6 MILES
 ME2286'NORTHEAST OF ROCHESTER ON PROPERTY OWNED BY HOWARD REED.  IT IS 77
 ME2286'FEET SOUTHEAST OF A 24 INCH MAPLE TREE, 54 FEET SOUTHWEST OF A POWER
 ME2286'LINE POLE AND 41 FEET EAST OF THE CENTER OF A GRAVEL DRIVE.  THE MARK
 ME2286'IS FLUSH AND THE DISK IS STAMPED REED 1952.
 ME2286'
 ME2286'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 ME2286'CORN CRIB AND 22 FEET SOUTHEAST OF A POWER LINE POLE WITH A LARGE
 ME2286'SWITCHBOX ATTACHED TO THE POLE.  THE MARK IS FLUSH AND THE DISK IS
 ME2286'STAMPED REED NO 1 1952.
 ME2286'
 ME2286'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF A LARGE CONCRETE GATE POST
 ME2286'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2286'REED NO 2 1952.
 ME2286'
 ME2286'AZIMUTH MARK IS OPPOSITE THE FARM HOME OF RAYMOND R. ROGERS, 18 FEET
 ME2286'EAST OF A LARGE CONCRETE GATE POST, 12 FEET NORTH OF THE CENTER OF A
 ME2286'GRAVEL ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF A POWER LINE
 ME2286'POLE AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2286'DISK IS STAMPED REED 1952.
 ME2286'
 ME2286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14,25 AND
 ME2286'U.S. HIGHWAY 31 AT THE SOUTHWEST CORNER OF THE COURTHOUSE IN
 ME2286'ROCHESTER, GO EAST ON HIGHWAY NOS. 14 AND 25 FOR 1.25 MILE TO WHERE
 ME2286'HIGHWAY 25 TURNS NORTH, TURN LEFT AND GO NORTH AND EAST ON HIGHWAY 25
 ME2286'FOR 3.6 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON
 ME2286'PAVED AND GRAVEL ROAD FOR 4.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME2286'DESCRIBED, CONTINUE EAST ON GRAVEL ROAD FOR 0.25 MILE TO HOME OF MR.
 ME2286'REED ON THE RIGHT, TURN RIGHT AND GO SOUTH ON FARM LANE FOR ABOUT 300
 ME2286'FEET TO STATION ON THE LEFT IN YARD AS DESCRIBED.
 ME2286'
 ME2286'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3299 ***********************************************************************
 JZ3299  DESIGNATION -  REED
 JZ3299  PID         -  JZ3299
 JZ3299  STATE/COUNTY-  IN/FAYETTE
 JZ3299  COUNTRY     -  US
 JZ3299  USGS QUAD   -  FALMOUTH (2019)
 JZ3299
 JZ3299                         *CURRENT SURVEY CONTROL
 JZ3299  ______________________________________________________________________
 JZ3299* NAD 83(1997) POSITION- 39 42 04.23277(N) 085 16 02.31342(W)   ADJUSTED
 JZ3299* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 JZ3299  ______________________________________________________________________
 JZ3299  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JZ3299  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JZ3299  HORZ ORDER      -  FIRST
 JZ3299
 JZ3299.The horizontal coordinates were established by classical geodetic methods
 JZ3299.and adjusted by the National Geodetic Survey in May 1999.
 JZ3299
 JZ3299.The orthometric height was scaled from a topographic map.
 JZ3299
 JZ3299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3299.GEOID18 height accuracy estimate available here.
 JZ3299
 JZ3299.Click photographs - Photos may exist for this station.
 JZ3299
 JZ3299.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3299
 JZ3299. The following values were computed from the NAD 83(1997) position.
 JZ3299
 JZ3299;                    North         East     Units Scale Factor Converg.
 JZ3299;SPC IN E     -   494,416.009   134,249.766   MT  0.99998110   +0 15 18.4
 JZ3299;SPC IN E     - 1,622,096.52    440,451.11   sFT  0.99998110   +0 15 18.4
 JZ3299;UTM  16      - 4,396,026.550   648,548.864   MT  0.99987168   +1 06 25.3
 JZ3299
 JZ3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3299!SPC IN E     -   0.99995468  x   0.99998110  =   0.99993578
 JZ3299!UTM  16      -   0.99995468  x   0.99987168  =   0.99982637
 JZ3299
 JZ3299:                Primary Azimuth Mark                     Grid Az
 JZ3299:SPC IN E     -  REED AZ MK                               269 02 52.4
 JZ3299:UTM  16      -  REED AZ MK                               268 11 45.5
 JZ3299
 JZ3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4854896026(NAD 83)
 JZ3299
 JZ3299|---------------------------------------------------------------------|
 JZ3299| PID    Reference Object                     Distance      Geod. Az  |
 JZ3299|                                                           dddmmss.s |
 JZ3299| JZ3295 HARRISBURG HARRISON SCH STK         APPROX. 7.7 KM 1025156.3 |
 JZ3299| JZ1561 REED RM 2                            41.871 METERS 26254     |
 JZ3299| JZ1560 REED AZ MK                                         2691810.8 |
 JZ3299| JZ3315 LEWISVILLE MUNICIPAL TANK           APPROX.14.1 KM 3285437.8 |
 JZ3299| JZ3314 INDIANAPOLIS DAYTON AWY BCN 4       APPROX.13.1 KM 3335325.4 |
 JZ3299|---------------------------------------------------------------------|
 JZ3299
 JZ3299                          SUPERSEDED SURVEY CONTROL
 JZ3299
 JZ3299  NAD 83(1995)-  39 42 04.23501(N)    085 16 02.32028(W) AD(       ) 1
 JZ3299  NAD 83(1986)-  39 42 04.23662(N)    085 16 02.32701(W) AD(       ) 1
 JZ3299  NAD 27      -  39 42 04.07100(N)    085 16 02.45000(W) AD(       ) 1
 JZ3299
 JZ3299.Superseded values are not recommended for survey control.
 JZ3299
 JZ3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3299.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3299
 JZ3299_MARKER: DS = TRIANGULATION STATION DISK
 JZ3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3299_STAMPING: REED 1939
 JZ3299_MARK LOGO: CGS
 JZ3299_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3299+STABILITY: SURFACE MOTION
 JZ3299
 JZ3299  HISTORY     - Date     Condition        Report By
 JZ3299  HISTORY     - 1939     MONUMENTED       CGS
 JZ3299  HISTORY     - 1948     GOOD             CGS
 JZ3299
 JZ3299                          STATION DESCRIPTION
 JZ3299
 JZ3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3299'STATION IS 1.8 MILES E OF FALMOUTH, ABOUT 6 MILES N BY E OF GLENWOOD,
 JZ3299'AND ABOUT 12 MILES ENE OF RUSHVILLE, IN THE SE CORNER OF A
 JZ3299'PASTURE OWNED BY MR. FLETCHER REED.  STATION IS OPPOSITE A TWO-STORY
 JZ3299'WHITE HOUSE OCCUPIED BY MR. REED, 34 FEET N OF THE CENTER LINE OF
 JZ3299'A GRAVEL ROAD, 17 FEET N OF WIRE FENCE, 28 FEET W OF E FENCE LINE,
 JZ3299'AND 32 FEET NW OF FENCE CORNER AT SE CORNER OF FIELD. MARK IS
 JZ3299'1 FOOT BELOW THE LEVEL OF THE GROUND.  DISK IS STAMPED REED, 1939.
 JZ3299'
 JZ3299'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3299'DISKS SET IN CONCRETE.
 JZ3299'
 JZ3299'REFERENCE MARK NO. 1 IS N OF STATION, ON THE E SIDE OF FIELD, 220
 JZ3299'FEET N OF THE SE CORNER OF THE FIELD, 1 FOOT W OF THE E FENCE
 JZ3299'LINE. THE MARK PROJECTS 4 INCHES. THE DISK IS STAMPED REED NO. 1, 1939
 JZ3299'
 JZ3299'REFERENCE MARK NO.2 IS W BY S OF STATION, ON THE S SIDE OF THE FIELD,
 JZ3299'18 FEET N OF THE CENTER LINE OF GRAVEL ROAD, 1 FOOT N OF WIRE
 JZ3299'FENCE, 164 FEET W OF FENCE CORNER AT THE SE CORNER OF FIELD. THE MARK
 JZ3299'PROJECTS 10 INCHES. DISK IS STAMPED REED, NO. 2, 1939.
 JZ3299'
 JZ3299'THE AZIMUTH MARK IS W OF THE STATION IN THE SE CORNER OF A AN
 JZ3299'ORCHARD, OPPOSITE A TWO-STORY GREEN HOUSE, ABOUT 1OO FEET S BY
 JZ3299'E OF THE SE CORNER OF A RED BARN. MARK IS 32.5 FEET N OF THE CENTER
 JZ3299'LINE OF A GRAVEL ROAD, 15.5 FEET N OF E-W FENCE LINE AND 1 FOOT
 JZ3299'W OF N-S FENCE LINE. THE MARK PROJECTS 6 INCHES. THE DISK IS STAMPED
 JZ3299'REED, 1939.
 JZ3299'
 JZ3299'TO REACH STATION AND AZIMUTH MARK FROM MAIN INTERSECTION IN GLENWOOD,
 JZ3299'GO N ON MACADAM ROAD FOR 5.5 MILES TO FALMOUTH.  TURN RIGHT OR E
 JZ3299'AND GO 0.6 MILE ON GRAVEL ROAD TO AZIMUTH MARK ON LEFT OPPOSITE
 JZ3299'TWO-STORY GREEN HOUSE. CONTINUE E ON GRAVEL ROAD FOR 1.25 MILES
 JZ3299'TO STATION ON LEFT OPPOSITE TWO-STORY WHITE HOUSE.
 JZ3299'
 JZ3299'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 JZ3299
 JZ3299                          STATION RECOVERY (1948)
 JZ3299
 JZ3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3299'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1560 ***********************************************************************
 JZ1560  DESIGNATION -  REED AZ MK
 JZ1560  PID         -  JZ1560
 JZ1560  STATE/COUNTY-  IN/FAYETTE
 JZ1560  COUNTRY     -  US
 JZ1560  USGS QUAD   -  FALMOUTH (2019)
 JZ1560
 JZ1560                         *CURRENT SURVEY CONTROL
 JZ1560  ______________________________________________________________________
 JZ1560* NAD 83(1986) POSITION- 39 42 03.     (N) 085 17 20.     (W)   SCALED
 JZ1560* NAVD 88 ORTHO HEIGHT -   324.789 (meters)     1065.58  (feet) ADJUSTED
 JZ1560  ______________________________________________________________________
 JZ1560  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ1560  DYNAMIC HEIGHT  -        324.598 (meters)     1064.95  (feet) COMP
 JZ1560  MODELED GRAVITY -    980,029.2   (mgal)                       NAVD 88
 JZ1560
 JZ1560  VERT ORDER      -  SECOND    CLASS 0
 JZ1560
 JZ1560.The horizontal coordinates were scaled from a map and have
 JZ1560.an estimated accuracy of +/- 6 seconds.
 JZ1560
 JZ1560.The orthometric height was determined by differential leveling and
 JZ1560.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1560.in June 1991.
 JZ1560
 JZ1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1560.GEOID18 height accuracy estimate available here.
 JZ1560
 JZ1560.Click photographs - Photos may exist for this station.
 JZ1560
 JZ1560.The dynamic height is computed by dividing the NAVD 88
 JZ1560.geopotential number by the normal gravity value computed on the
 JZ1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1560.degrees latitude (g = 980.6199 gals.).
 JZ1560
 JZ1560.The modeled gravity was interpolated from observed gravity values.
 JZ1560
 JZ1560;                    North         East    Units  Estimated Accuracy
 JZ1560;SPC IN E     -   494,370.      132,400.      MT  (+/- 180 meters Scaled)
 JZ1560
 JZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ466959(NAD 83)
 JZ1560
 JZ1560                          SUPERSEDED SURVEY CONTROL
 JZ1560
 JZ1560  NGVD 29 (??/??/92)  324.919  (m)         1066.01   (f) ADJ UNCH    2 0
 JZ1560
 JZ1560.Superseded values are not recommended for survey control.
 JZ1560
 JZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1560.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1560
 JZ1560_MARKER: DZ = AZIMUTH MARK DISK
 JZ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1560_STAMPING: REED 1939
 JZ1560_MARK LOGO: CGS
 JZ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1560+STABILITY: SURFACE MOTION
 JZ1560
 JZ1560  HISTORY     - Date     Condition        Report By
 JZ1560  HISTORY     - 1939     MONUMENTED       CGS
 JZ1560  HISTORY     - 1947     GOOD             CGS
 JZ1560
 JZ1560                          STATION DESCRIPTION
 JZ1560
 JZ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1560'0.6 MI E FROM FALMOUTH.
 JZ1560'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 JZ1560'FALMOUTH, ACROSS THE ROAD FROM A 2-STORY FARM HOUSE, IN THE
 JZ1560'SOUTHEAST CORNER OF A BARNYARD, 33 FEET NORTH OF THE CENTER
 JZ1560'LINE OF THE ROAD, 15.5 FEET NORTH OF A T FENCE CORNER, 1 FOOT
 JZ1560'WEST OF A FENCE LINE, 112 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 JZ1560'CORNER OF A LARGE RED BARN, 2 FEET NORTH OF A WHITE WOODEN
 JZ1560'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1560'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1562 ***********************************************************************
 JZ1562  DESIGNATION -  REED RM 1
 JZ1562  PID         -  JZ1562
 JZ1562  STATE/COUNTY-  IN/FAYETTE
 JZ1562  COUNTRY     -  US
 JZ1562  USGS QUAD   -  FALMOUTH (2019)
 JZ1562
 JZ1562                         *CURRENT SURVEY CONTROL
 JZ1562  ______________________________________________________________________
 JZ1562* NAD 83(1986) POSITION- 39 42 04.     (N) 085 16 02.     (W)   SCALED
 JZ1562* NAVD 88 ORTHO HEIGHT -   321.091 (meters)     1053.45  (feet) ADJUSTED
 JZ1562  ______________________________________________________________________
 JZ1562  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JZ1562  DYNAMIC HEIGHT  -        320.902 (meters)     1052.83  (feet) COMP
 JZ1562  MODELED GRAVITY -    980,030.5   (mgal)                       NAVD 88
 JZ1562
 JZ1562  VERT ORDER      -  SECOND    CLASS 0
 JZ1562
 JZ1562.The horizontal coordinates were scaled from a map and have
 JZ1562.an estimated accuracy of +/- 6 seconds.
 JZ1562
 JZ1562.The orthometric height was determined by differential leveling and
 JZ1562.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1562.in June 1991.
 JZ1562
 JZ1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1562.GEOID18 height accuracy estimate available here.
 JZ1562
 JZ1562.Click photographs - Photos may exist for this station.
 JZ1562
 JZ1562.The dynamic height is computed by dividing the NAVD 88
 JZ1562.geopotential number by the normal gravity value computed on the
 JZ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1562.degrees latitude (g = 980.6199 gals.).
 JZ1562
 JZ1562.The modeled gravity was interpolated from observed gravity values.
 JZ1562
 JZ1562;                    North         East    Units  Estimated Accuracy
 JZ1562;SPC IN E     -   494,410.      134,260.      MT  (+/- 180 meters Scaled)
 JZ1562
 JZ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485960(NAD 83)
 JZ1562
 JZ1562                          SUPERSEDED SURVEY CONTROL
 JZ1562
 JZ1562  NGVD 29 (??/??/92)  321.220  (m)         1053.87   (f) ADJ UNCH    2 0
 JZ1562
 JZ1562.Superseded values are not recommended for survey control.
 JZ1562
 JZ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1562.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1562
 JZ1562_MARKER: DR = REFERENCE MARK DISK
 JZ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1562_STAMPING: REED NO 1 1939
 JZ1562_MARK LOGO: CGS
 JZ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1562+STABILITY: SURFACE MOTION
 JZ1562
 JZ1562  HISTORY     - Date     Condition        Report By
 JZ1562  HISTORY     - 1939     MONUMENTED       CGS
 JZ1562  HISTORY     - 1947     GOOD             CGS
 JZ1562  HISTORY     - 20230301 MARK NOT FOUND   INDOT
 JZ1562
 JZ1562                          STATION DESCRIPTION
 JZ1562
 JZ1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1562'1.8 MI E FROM FALMOUTH.
 JZ1562'ABOUT 1.85 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 JZ1562'FALMOUTH, 236 FEET NORTH OF THE CENTER LINE OF THE ROAD, ALONG
 JZ1562'A NORTH-SOUTH FENCE LINE BETWEEN TWO FIELDS, 218 FEET NORTH
 JZ1562'OF A T FENCE CORNER, 273 FEET NORTHEAST OF REFERENCE MARK
 JZ1562'NUMBER 2, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET
 JZ1562'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ1562
 JZ1562                          STATION RECOVERY (2023)
 JZ1562
 JZ1562'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AS)
 JZ1562'COULDN'T FINE IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1561 ***********************************************************************
 JZ1561  DESIGNATION -  REED RM 2
 JZ1561  PID         -  JZ1561
 JZ1561  STATE/COUNTY-  IN/FAYETTE
 JZ1561  COUNTRY     -  US
 JZ1561  USGS QUAD   -  FALMOUTH (2019)
 JZ1561
 JZ1561                         *CURRENT SURVEY CONTROL
 JZ1561  ______________________________________________________________________
 JZ1561* NAD 83(1986) POSITION- 39 42 04.06   (N) 085 16 04.06   (W)   HD_HELD1
 JZ1561* NAVD 88 ORTHO HEIGHT -   322.476 (meters)     1057.99  (feet) ADJUSTED
 JZ1561  ______________________________________________________________________
 JZ1561  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JZ1561  DYNAMIC HEIGHT  -        322.286 (meters)     1057.37  (feet) COMP
 JZ1561  MODELED GRAVITY -    980,030.4   (mgal)                       NAVD 88
 JZ1561
 JZ1561  VERT ORDER      -  SECOND    CLASS 0
 JZ1561
 JZ1561.The horizontal coordinates were determined by differentially corrected
 JZ1561.hand held GPS observations or other comparable positioning techniques
 JZ1561.and have an estimated accuracy of +/- 3 meters.
 JZ1561
 JZ1561.The orthometric height was determined by differential leveling and
 JZ1561.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1561.in June 1991.
 JZ1561
 JZ1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1561.GEOID18 height accuracy estimate available here.
 JZ1561
 JZ1561.Click photographs - Photos may exist for this station.
 JZ1561
 JZ1561.The dynamic height is computed by dividing the NAVD 88
 JZ1561.geopotential number by the normal gravity value computed on the
 JZ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1561.degrees latitude (g = 980.6199 gals.).
 JZ1561
 JZ1561.The modeled gravity was interpolated from observed gravity values.
 JZ1561
 JZ1561;                    North         East    Units  Estimated Accuracy
 JZ1561;SPC IN E     -   494,410.5     134,208.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1561
 JZ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4850796020(NAD 83)
 JZ1561
 JZ1561                          SUPERSEDED SURVEY CONTROL
 JZ1561
 JZ1561  NGVD 29 (??/??/92)  322.604  (m)         1058.41   (f) ADJ UNCH    2 0
 JZ1561
 JZ1561.Superseded values are not recommended for survey control.
 JZ1561
 JZ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1561.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1561
 JZ1561_MARKER: DR = REFERENCE MARK DISK
 JZ1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1561_STAMPING: REED NO 2 1939
 JZ1561_MARK LOGO: CGS
 JZ1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1561+STABILITY: SURFACE MOTION
 JZ1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1561+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 JZ1561
 JZ1561  HISTORY     - Date     Condition        Report By
 JZ1561  HISTORY     - 1939     MONUMENTED       CGS
 JZ1561  HISTORY     - 1947     GOOD             CGS
 JZ1561  HISTORY     - 20230628 GOOD             INDOT
 JZ1561
 JZ1561                          STATION DESCRIPTION
 JZ1561
 JZ1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1561'1.8 MI E FROM FALMOUTH.
 JZ1561'ABOUT 1.85 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 JZ1561'FALMOUTH, ON THE NORTH SIDE OF THE ROAD OPPOSITE A FARMYARD
 JZ1561'DRIVEWAY, 18 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 JZ1561'ABOUT 15.5 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 JZ1561'DRIVEWAY, 1 FOOT NORTH OF A WIRE FENCE, 164 FEET WEST OF A T
 JZ1561'FENCE CORNER, 53.5 FEET WEST OF A TELEPHONE POLE, 273 FEET
 JZ1561'SOUTHWEST OF REFERENCE MARK NUMBER 1, 3 FEET EAST OF A WHITE
 JZ1561'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1561'TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES.
 JZ1561
 JZ1561                          STATION RECOVERY (2023)
 JZ1561
 JZ1561'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2524 ***********************************************************************
 ME2524  DESIGNATION -  REEVES
 ME2524  PID         -  ME2524
 ME2524  STATE/COUNTY-  IN/PORTER
 ME2524  COUNTRY     -  US
 ME2524  USGS QUAD   -  KOUTS (2019)
 ME2524
 ME2524                         *CURRENT SURVEY CONTROL
 ME2524  ______________________________________________________________________
 ME2524* NAD 83(1997) POSITION- 41 16 14.70231(N) 087 00 05.44578(W)   ADJUSTED
 ME2524* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 ME2524  ______________________________________________________________________
 ME2524  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME2524  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2524  HORZ ORDER      -  THIRD
 ME2524
 ME2524.The horizontal coordinates were established by classical geodetic methods
 ME2524.and adjusted by the National Geodetic Survey in May 1999.
 ME2524
 ME2524.The orthometric height was scaled from a topographic map.
 ME2524
 ME2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2524.GEOID18 height accuracy estimate available here.
 ME2524
 ME2524.Click photographs - Photos may exist for this station.
 ME2524
 ME2524.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2524
 ME2524. The following values were computed from the NAD 83(1997) position.
 ME2524
 ME2524;                    North         East     Units Scale Factor Converg.
 ME2524;SPC IN W     -   668,629.048   906,855.517   MT  0.99996724   +0 03 14.3
 ME2524;SPC IN W     - 2,193,660.47  2,975,241.81   sFT  0.99996724   +0 03 14.3
 ME2524;UTM  16      - 4,568,813.661   499,873.300   MT  0.99960000   -0 00 03.6
 ME2524
 ME2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2524!SPC IN W     -   0.99997364  x   0.99996724  =   0.99994088
 ME2524!UTM  16      -   0.99997364  x   0.99960000  =   0.99957365
 ME2524
 ME2524:                Primary Azimuth Mark                     Grid Az
 ME2524:SPC IN W     -  REEVES AZ MK                             268 36 43.4
 ME2524:UTM  16      -  REEVES AZ MK                             268 40 01.3
 ME2524
 ME2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9987368813(NAD 83)
 ME2524
 ME2524|---------------------------------------------------------------------|
 ME2524| PID    Reference Object                     Distance      Geod. Az  |
 ME2524|                                                           dddmmss.s |
 ME2524| ME2521 TT 35 F                              15.120 METERS 12948     |
 ME2524| CM4430 REEVES AZ MK                                       2683957.7 |
 ME2524| CM4431 REEVES RM 1                          23.464 METERS 27201     |
 ME2524| ME2525 KOUTS MUNICIPAL TANK                APPROX. 5.5 KM 3391715.1 |
 ME2524|---------------------------------------------------------------------|
 ME2524
 ME2524                          SUPERSEDED SURVEY CONTROL
 ME2524
 ME2524  NAD 83(1986)-  41 16 14.70713(N)    087 00 05.45103(W) AD(       ) 3
 ME2524  NAD 27      -  41 16 14.56630(N)    087 00 05.36420(W) AD(       ) 3
 ME2524
 ME2524.Superseded values are not recommended for survey control.
 ME2524
 ME2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2524.See file dsdata.pdf to determine how the superseded data were derived.
 ME2524
 ME2524_MARKER: DS = TRIANGULATION STATION DISK
 ME2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2524_STAMPING: REEVES 1952
 ME2524_MARK LOGO: CGS
 ME2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2524+STABILITY: SURFACE MOTION
 ME2524
 ME2524  HISTORY     - Date     Condition        Report By
 ME2524  HISTORY     - 1952     MONUMENTED       CGS
 ME2524  HISTORY     - 1968     GOOD             CGS
 ME2524  HISTORY     - 1971     GOOD             BRADY
 ME2524  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME2524  HISTORY     - 20210608 MARK NOT FOUND   IN-127
 ME2524  HISTORY     - 20230125 MARK NOT FOUND   IN-127
 ME2524
 ME2524                          STATION DESCRIPTION
 ME2524
 ME2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2524'STATION IS LOCATED ON THE SOUTH BANK OF REEVES DITCH ABOUT 3-1/2 MILES
 ME2524'SOUTH OF KOUTS AND ABOUT 1-1/4 MILES EAST OF STATE HIGHWAY 49.  IT IS
 ME2524'50 FEET NORTHWEST OF A SAND T ROAD INTERSECTION, 40 FEET SOUTHWEST OF
 ME2524'THE SOUTHWEST CORNER OF A BRIDGE OVER THE CREEK, 13 FEET NORTH OF THE
 ME2524'CENTER OF THE SAND ROAD AND 8 FEET SOUTH OF A WHITE WITNESS POST.  THE
 ME2524'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED REEVES 1952.
 ME2524'
 ME2524'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTER OF THE SAND ROAD.
 ME2524'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED REEVES NO 1
 ME2524'1952.
 ME2524'
 ME2524'TT 35 F (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 19 FFEET SOUTH
 ME2524'OF THE T-ROAD INTERSECTION AND 2 FEET NORTH OF A FENCE.  THE MARK IS A
 ME2524'6 BY 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES WITH A BRONZE
 ME2524'U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE TOP STAMPED TT STA NO 35
 ME2524'F 1928.
 ME2524'
 ME2524'AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER OF A SAND ROAD, 1.5 FEET
 ME2524'EAST OF A WHITE WITNESS POST AND TELEPHONE POLE AND 1 FOOT NORTH OF A
 ME2524'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2524'REEVES 1952.
 ME2524'
 ME2524'BENCH MARK Q 143 IS 72 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 ME2524'HIGHWAY 49 AND A GRAVEL ROAD EAST, 39 FEET EAST OF THE CENTER OF THE
 ME2524'HIGHWAY, 5 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET NORTH OF A WHITE
 ME2524'WITNESS POST.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH IS FLUSH
 ME2524'WITH THE GROUND WITH A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH
 ME2524'MARK DISK IN THE TOP STAMPED Q 143 1946.
 ME2524'
 ME2524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND 49 IN
 ME2524'KOUTS, GO SOUTH ON HIGHWAY 49 FOR 2.5 MILES TO A GRAVEL ROAD LEFT AND
 ME2524'BENCH MARK Q 143 ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY
 ME2524'49 FOR 0.75 MILE TO SAND ROAD LEFT.  TURN LEFT AND GO EAST ON SAND
 ME2524'ROAD FOR 1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2524'CONTINUE EAST ON SAND ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 ME2524'DESCRIBED.
 ME2524'
 ME2524'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2524
 ME2524                          STATION RECOVERY (1968)
 ME2524
 ME2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2524'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2524'THE FOLLOWING CHANGES.
 ME2524'
 ME2524'THE STATION MARK IS 1 FT (0.3 M) EAST OF A METAL WITNESS POST AND
 ME2524'FLUSH WITH THE GROUND.
 ME2524'
 ME2524'THE AZIMUTH MARK IS 1 FT (0.3 M) EAST OF A METAL WITNESS POST AND THE
 ME2524'TELEPHONE POLE MENTIONED IS GONE.
 ME2524'
 ME2524'BENCH MARK Q 143 IS 1 FT (0.3 M) WEST OF A FENCE, 1 FT (0.3 M) NORTH
 ME2524'OF A METAL WITNESS POST AND THE TELEPHONE POLE MENTIONED IN THE
 ME2524'DESCRIPTION IS GONE.
 ME2524'
 ME2524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MI (5.63 KM)
 ME2524'SOUTH OF KOUTS.
 ME2524
 ME2524                          STATION RECOVERY (1971)
 ME2524
 ME2524'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (LS)
 ME2524'REEVES 1952 GOOD ALL MARKS WERE FOUND IN GOOD CONDITION.
 ME2524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MI (5.63 KM) S
 ME2524'OF KOUTS.
 ME2524
 ME2524                          STATION RECOVERY (1989)
 ME2524
 ME2524'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2524'MARK NOT FOUND.
 ME2524
 ME2524                          STATION RECOVERY (2021)
 ME2524
 ME2524'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2524'AFTER LOOKING ON THREE DIFFERENT DAYS BASED ON THE DATA SHEET
 ME2524'INFORMATION, PROBING AND METAL DETECTING, WE FOUND NO MONUMENT AT THE
 ME2524'NORTHWEST CORNER OF COUNTY ROADS 1025 SOUTH AND 325 WEST.  IT IS
 ME2524'LIKELY IT WAS LOST DUE TO EXCAVATION DURING MAINTENANCE OF REEVES
 ME2524'DITCH.
 ME2524
 ME2524                          STATION RECOVERY (2023)
 ME2524
 ME2524'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME2524'LOOKED ON FOUR DIFFERENT DAYS BASED ON DATA SHEET, PROBING AND METAL
 ME2524'DETECTING, WE FOUND NO MONUMENT AT THE NORTHWEST CORNER OF CR 1025
 ME2524'SOUTH AND CR 325 WEST.  THE GROUND ELEVATION AT RECORD LOCATION IS
 ME2524'661.6 OR ABOUT 1.4 FT (0.4 M) LOWER THAN RECORD ELEVATION.   THE
 ME2524'MONUMENT WAS LIKELY DESTROYED DUE TO EXCAVATION DURING THE CLEANING
 ME2524'AND MAINTENANCE OF REEVES DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1775 ***********************************************************************
 JA1775  DESIGNATION -  REGO
 JA1775  PID         -  JA1775
 JA1775  STATE/COUNTY-  IN/ORANGE
 JA1775  COUNTRY     -  US
 JA1775  USGS QUAD   -  HARDINSBURG (2019)
 JA1775
 JA1775                         *CURRENT SURVEY CONTROL
 JA1775  ______________________________________________________________________
 JA1775* NAD 83(1997) POSITION- 38 28 14.25188(N) 086 20 34.20025(W)   ADJUSTED
 JA1775* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 JA1775  ______________________________________________________________________
 JA1775  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 JA1775  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 JA1775  HORZ ORDER      -  FIRST
 JA1775
 JA1775.The horizontal coordinates were established by classical geodetic methods
 JA1775.and adjusted by the National Geodetic Survey in May 1999.
 JA1775
 JA1775.The orthometric height was scaled from a topographic map.
 JA1775
 JA1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1775.GEOID18 height accuracy estimate available here.
 JA1775
 JA1775.Click photographs - Photos may exist for this station.
 JA1775
 JA1775.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1775
 JA1775. The following values were computed from the NAD 83(1997) position.
 JA1775
 JA1775;                    North         East     Units Scale Factor Converg.
 JA1775;SPC IN W     -   357,991.950   964,620.340   MT  1.00001807   +0 27 38.5
 JA1775;SPC IN W     - 1,174,511.92  3,164,758.57   sFT  1.00001807   +0 27 38.5
 JA1775;UTM  16      - 4,258,238.530   557,327.082   MT  0.99964047   +0 24 31.8
 JA1775
 JA1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1775!SPC IN W     -   0.99995914  x   1.00001807  =   0.99997721
 JA1775!UTM  16      -   0.99995914  x   0.99964047  =   0.99959962
 JA1775
 JA1775:                Primary Azimuth Mark                     Grid Az
 JA1775:SPC IN W     -  GROVES RESET                             008 35 09.7
 JA1775:UTM  16      -  GROVES RESET                             008 38 16.4
 JA1775
 JA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5732758238(NAD 83)
 JA1775
 JA1775|---------------------------------------------------------------------|
 JA1775| PID    Reference Object                     Distance      Geod. Az  |
 JA1775|                                                           dddmmss.s |
 JA1775| JA1776 GROVES RESET                        APPROX. 3.0 KM 0090248.2 |
 JA1775| CG9787 REGO RM 1                            14.153 METERS 23208     |
 JA1775| CG9788 REGO RM 2                            21.855 METERS 33337     |
 JA1775|---------------------------------------------------------------------|
 JA1775
 JA1775                          SUPERSEDED SURVEY CONTROL
 JA1775
 JA1775  NAD 83(1993)-  38 28 14.25576(N)    086 20 34.20229(W) AD(       ) 1
 JA1775  NAD 83(1986)-  38 28 14.25707(N)    086 20 34.20472(W) AD(       ) 1
 JA1775  NAD 27      -  38 28 14.04700(N)    086 20 34.26300(W) AD(       ) 1
 JA1775
 JA1775.Superseded values are not recommended for survey control.
 JA1775
 JA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1775.See file dsdata.pdf to determine how the superseded data were derived.
 JA1775
 JA1775_MARKER: DS = TRIANGULATION STATION DISK
 JA1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1775_STAMPING: REGO 1946
 JA1775_MARK LOGO: CGS
 JA1775_PROJECTION: RECESSED 30 CENTIMETERS
 JA1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1775+STABILITY: SURFACE MOTION
 JA1775
 JA1775  HISTORY     - Date     Condition        Report By
 JA1775  HISTORY     - 1946     MONUMENTED       CGS
 JA1775
 JA1775                          STATION DESCRIPTION
 JA1775
 JA1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JA1775'THIS STATION IS ABOUT 2 MILES SOUTHWEST OF REGO AND ABOUT 4 MILES
 JA1775'SOUTHEAST OF CHAMBERSBURG.  ON LAND OWNED BY EZRA WISEHART.  THE
 JA1775'STATION MARK IS IN THE WEST SIDE OF A SMALL FIELD WHICH LIES ABOUT
 JA1775'50 YARDS EAST OF THE WISEHART FARMHOUSE, ON THE HIGHEST POINT OF
 JA1775'SMALL HILL, 60 FEET SOUTHEAST OF A SHED AND 40 FEET EAST OF A
 JA1775'FENCE.  THE THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA1775'AND THE DISK IS STAMPED REGO 1946.
 JA1775'
 JA1775'REFERENCE MARK NO. 1 IS 46.43 FEET SOUTHWEST OF THE STATION AND 1
 JA1775'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1775'STAMPED REGO NO 1 1946.
 JA1775'
 JA1775'REFERENCE MARK NO. 2 IS 71.70 FEET NORTHWEST OF THE STATION, AT THE
 JA1775'NORTHEAST CORNER OF A SHED AND 5 FEET NORTH OF A WHITE WITNESS
 JA1775'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED REGO NO 2
 JA1775'1946.
 JA1775'
 JA1775'THE AZIMUTH MARK IS STATION GROVES, ABOUT 2 MILES NORTH.
 JA1775'
 JA1775'TO REACH FROM CHAMBERSBURG, GO EAST ON U.S. ROUTE 150 FOR 4.1 MILES
 JA1775'AND TURN RIGHT ON A GRAVEL SIDE ROAD, THEN GO SOUTH FOR 1.8 MILES
 JA1775'TO THE WISEHART FARMHOUSE ON THE LEFT AND THE STATION AS
 JA1775'DESCRIBED.
 JA1775'
 JA1775'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2017 ***********************************************************************
 LA2017  DESIGNATION -  REIFFSBURG
 LA2017  PID         -  LA2017
 LA2017  STATE/COUNTY-  IN/WELLS
 LA2017  COUNTRY     -  US
 LA2017  USGS QUAD   -  BLUFFTON (2019)
 LA2017
 LA2017                         *CURRENT SURVEY CONTROL
 LA2017  ______________________________________________________________________
 LA2017* NAD 83(1997) POSITION- 40 39 22.03913(N) 085 09 06.92902(W)   ADJUSTED
 LA2017* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2017  ______________________________________________________________________
 LA2017  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 LA2017  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 LA2017  HORZ ORDER      -  THIRD
 LA2017
 LA2017.The horizontal coordinates were established by classical geodetic methods
 LA2017.and adjusted by the National Geodetic Survey in May 1999.
 LA2017
 LA2017.The orthometric height was scaled from a topographic map.
 LA2017
 LA2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2017.GEOID18 height accuracy estimate available here.
 LA2017
 LA2017.Click photographs - Photos may exist for this station.
 LA2017
 LA2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2017
 LA2017. The following values were computed from the NAD 83(1997) position.
 LA2017
 LA2017;                    North         East     Units Scale Factor Converg.
 LA2017;SPC IN E     -   600,499.013   143,530.848   MT  0.99998998   +0 20 07.3
 LA2017;SPC IN E     - 1,970,137.18    470,900.79   sFT  0.99998998   +0 20 07.3
 LA2017;UTM  16      - 4,502,226.406   656,235.092   MT  0.99990045   +1 12 15.5
 LA2017
 LA2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2017!SPC IN E     -   0.99996486  x   0.99998998  =   0.99995484
 LA2017!UTM  16      -   0.99996486  x   0.99990045  =   0.99986531
 LA2017
 LA2017:                Primary Azimuth Mark                     Grid Az
 LA2017:SPC IN E     -  REIFFSBURG AZ MK                         110 29 01.7
 LA2017:UTM  16      -  REIFFSBURG AZ MK                         109 36 53.5
 LA2017
 LA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5623502226(NAD 83)
 LA2017
 LA2017|---------------------------------------------------------------------|
 LA2017| PID    Reference Object                     Distance      Geod. Az  |
 LA2017|                                                           dddmmss.s |
 LA2017| CC9981 REIFFSBURG AZ MK                                   1104909.0 |
 LA2017| CC9982 REIFFSBURG RM 1                      32.824 METERS 11628     |
 LA2017| LA2024 REIFFSBURG 2                        155.058 METERS 21358     |
 LA2017| CC9983 REIFFSBURG RM 2                      28.344 METERS 21927     |
 LA2017|---------------------------------------------------------------------|
 LA2017
 LA2017                          SUPERSEDED SURVEY CONTROL
 LA2017
 LA2017  NAD 83(1995)-  40 39 22.03913(N)    085 09 06.93280(W) AD(       ) 3
 LA2017  NAD 83(1986)-  40 39 22.04141(N)    085 09 06.94380(W) AD(       ) 3
 LA2017  NAD 27      -  40 39 21.87520(N)    085 09 07.04040(W) AD(       ) 3
 LA2017
 LA2017.Superseded values are not recommended for survey control.
 LA2017
 LA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2017.See file dsdata.pdf to determine how the superseded data were derived.
 LA2017
 LA2017_MARKER: DS = TRIANGULATION STATION DISK
 LA2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2017_STAMPING: REIFFSBURG 1955
 LA2017_MARK LOGO: CGS
 LA2017_PROJECTION: FLUSH
 LA2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2017+STABILITY: SURFACE MOTION
 LA2017
 LA2017  HISTORY     - Date     Condition        Report By
 LA2017  HISTORY     - 1955     MONUMENTED       CGS
 LA2017  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2017  HISTORY     - 1964     GOOD             CGS
 LA2017  HISTORY     - 1977     GOOD             LOCENG
 LA2017  HISTORY     - 1977     GOOD             NGS
 LA2017
 LA2017                          STATION DESCRIPTION
 LA2017
 LA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2017'THE STATION IS ON THE PROPERTY OF MR. HENRY E. JOHNS, ABOUT 10 MILES
 LA2017'WEST OF BERNE, 5-1/2 MILES SOUTH
 LA2017'OF BLUFFTON, 0.05 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 1 AND
 LA2017'118, 74 FEET WEST OF THE CENTER OF
 LA2017'HIGHWAY 1, 49 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 LA2017'AND 25 FEET NORTHWEST OF A 16-INCH WALNUT TREE.
 LA2017'
 LA2017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 1 FOR
 LA2017'0.05 MILE TO THE JUNCTION, TURN
 LA2017'LEFT ON HIGHWAY 118 AND GO EAST FOR 0.2 MILE TO THE MARK ON THE
 LA2017'RIGHT AS DESCRIBED.
 LA2017'
 LA2017'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2017'REIFFSBURG 1955.
 LA2017'
 LA2017'REFERENCE MARK 1 IS 22 FEET EAST OF THE CENTER OF HIGHWAY 1, 14 FEET
 LA2017'SOUTH OF THE CENTER OF A
 LA2017'DRIVEWAY AND 3 FEET NORTH OF A POWERLINE POLE.  THE MARK PROJECTS 2
 LA2017'INCHES, AND THE DISK IS STAMPED
 LA2017'REIFFSBURG NO 1 1955.
 LA2017'
 LA2017'REFERENCE MARK 2 IS 29 FEET WEST OF A POWERLINE POLE AND 25 FEET
 LA2017'SOUTH OF THE CENTER OF THE
 LA2017'GRAVELED ROAD.  THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 LA2017'REIFFSBURG NO 2 1955.
 LA2017'
 LA2017'THE AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER OF HIGHWAY 118, 1
 LA2017'FOOT NORTH OF A FENCE AND 1
 LA2017'FOOT WEST OF A 4-INCH BY 4-INCH WHITE WITNESS POST.  THE MARK
 LA2017'PROJECTS 4 INCHES, AND THE DISK IS
 LA2017'STAMPED REIFFSBURG 1955.
 LA2017'
 LA2017'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2017
 LA2017                          STATION RECOVERY (1960)
 LA2017
 LA2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2017'THE AZIMUTH MARK WAS DESTROYED.  POST FOUND BUT CAP REMOVED.
 LA2017
 LA2017                          STATION RECOVERY (1964)
 LA2017
 LA2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2017'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2017'DESCRIBED, EXCEPT FOR DAMAGE TO THE AZIMUTH MARK AS DETAILED BELOW.
 LA2017'
 LA2017'ABOUT 6.2 MILES S ALONG NO. 1 INDIANA HWY. FROM THE COURTHOUSE IN
 LA2017'BLUFFTON, ABOUT 130 YARDS N OF ITS INTERSECTION WITH NO. 118 INDIANA
 LA2017'HWY. AT REIFFSBURG, 74 FEET W OF CENTER LINE OF 22-FOOT ASPHALT
 LA2017'PAVEMENT OF NO. 1 HWY., 0.5 FOOT LOWER THAN SAME, AND 49 FEET N OF
 LA2017'CENTER LINE OF A GRAVELED STREET, STANDARD DISKS STAMPED
 LA2017'REIFFSBURG 1955 ARE SET IN MARKS WITH THE UPPER ONE FLUSH WITH THE
 LA2017'GROUND.
 LA2017'
 LA2017'R.M. STAMPED REIFFSBURG NO 1 1955, PROJECTS 0.2 FOOT, IS 32.824
 LA2017'METERS OR 107.69 FEET S 63 DEG 33 MIN E FROM THE STATION, 22
 LA2017'FEET E OF CENTER LINE OF HWY., 0.6 FOOT LOWER THAN SAME, 3 FEET N
 LA2017'OF POWER POLE, 6 FEET N OF PROJECTED CENTER LINE OF GRAVEL STREET
 LA2017'FROM THE W, AND 1.3 FEET W OF STEEL WITNESS POST.
 LA2017'
 LA2017'R.M. STAMPED REIFFSBURG NO 2 1955, FLUSH, IS 28.325 METERS OR 92.93
 LA2017'FEET S 39 DEG 27 MIN W FROM THE STATION, 134-1/2 FEET W. OF
 LA2017'CENTER LINE OF HWY., 25 FEET S OF CENTER LINE OF GRAVEL STREET.
 LA2017'
 LA2017'THE AZIMUTH MARK DISK HAS BEEN SHEARED OFF RATHER CLEANLY AT THE
 LA2017'TOP OF THE DISK SHANK, BUT THE MARK IS APPARENTLY OTHERWISE NOT
 LA2017'DISTURBED, AND IT WAS LEFT AS IT WAS FOUND.  IT IS ABOUT 0.25 MILE
 LA2017'E OF THE CROSSROADS, 40-1/2 FEET S OF CENTER LINE OF NO. 118
 LA2017'HWY., 1.2 FEET LOWER THAN SAME, AND 1.8 FEET E OF STEEL WITNESS
 LA2017'POST, AND S 69 DEG 11 MIN E FROM THE
 LA2017'STATION AND ABOUT 0.3 MILE DISTANT.
 LA2017
 LA2017                          STATION RECOVERY (1977)
 LA2017
 LA2017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (CRL)
 LA2017'THIS MARK IS IN DANGER OF DESTRUCTION BY NEW HOME CONSTRUCTION.
 LA2017'
 LA2017'MARK STAMPED U S C AND G S TRIANGULATION STATION REIFFSBURG 1955
 LA2017'
 LA2017'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON LOT NO. 20 IN
 LA2017'REIFFSBURG, INDIANA.
 LA2017
 LA2017                          STATION RECOVERY (1977)
 LA2017
 LA2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2017'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LA2017'FOUND AS DESCRIBED, ALL WERE IN GOOD CONDITION EXCEPT THE AZIMUTH
 LA2017'MARK.  THE DISK HAD BEEN SHEARED OFF THE AZIMUTH MARK, THE STEM
 LA2017'PLUMBED AND A NEW DISK SET IN THE SAME MONUMENT.  THE DISTANCE AND
 LA2017'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE STATION AND
 LA2017'REFERENCE MARK 2 WERE IN WAY OF CONSTRUCTION OF A NEW HOME.
 LA2017'REFERENCE MARK 1 ROAD WIDENING.  AFTER A NEW STATION REIFFSBURG
 LA2017'2 WAS ESTABLISHED REFERENCE MARKS 1 AND 2 WERE DESTROYED.  THE
 LA2017'STATION MARK REIFFSBURG 1955 SURFACE AND SUB SURFACE MARKS WERE
 LA2017'LEFT INTACT.
 LA2017'
 LA2017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 LA2017'SOUTH OF BLUFFTON.
 LA2017'
 LA2017'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2024 ***********************************************************************
 LA2024  DESIGNATION -  REIFFSBURG 2
 LA2024  PID         -  LA2024
 LA2024  STATE/COUNTY-  IN/WELLS
 LA2024  COUNTRY     -  US
 LA2024  USGS QUAD   -  BLUFFTON (2019)
 LA2024
 LA2024                         *CURRENT SURVEY CONTROL
 LA2024  ______________________________________________________________________
 LA2024* NAD 83(1997) POSITION- 40 39 17.87008(N) 085 09 10.61665(W)   NO CHECK
 LA2024* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 LA2024  ______________________________________________________________________
 LA2024  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA2024  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 LA2024  HORZ ORDER      -  THIRD
 LA2024
 LA2024.The horizontal coordinates were established by classical geodetic methods
 LA2024.and adjusted by the National Geodetic Survey in May 1999.
 LA2024
 LA2024.No horizontal observational check was made to the station.
 LA2024
 LA2024.The orthometric height was scaled from a topographic map.
 LA2024
 LA2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2024.GEOID18 height accuracy estimate available here.
 LA2024
 LA2024.Click photographs - Photos may exist for this station.
 LA2024
 LA2024.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2024
 LA2024. The following values were computed from the NAD 83(1997) position.
 LA2024
 LA2024;                    North         East     Units Scale Factor Converg.
 LA2024;SPC IN E     -   600,369.909   143,444.972   MT  0.99998989   +0 20 04.9
 LA2024;SPC IN E     - 1,969,713.61    470,619.05   sFT  0.99998989   +0 20 04.9
 LA2024;UTM  16      - 4,502,096.027   656,151.191   MT  0.99990013   +1 12 13.0
 LA2024
 LA2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2024!SPC IN E     -   0.99996502  x   0.99998989  =   0.99995491
 LA2024!UTM  16      -   0.99996502  x   0.99990013  =   0.99986515
 LA2024
 LA2024:                Primary Azimuth Mark                     Grid Az
 LA2024:SPC IN E     -  REIFFSBURG AZ MK                         089 49 20.6
 LA2024:UTM  16      -  REIFFSBURG AZ MK                         088 57 12.5
 LA2024
 LA2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5615102096(NAD 83)
 LA2024
 LA2024|---------------------------------------------------------------------|
 LA2024| PID    Reference Object                     Distance      Geod. Az  |
 LA2024|                                                           dddmmss.s |
 LA2024| LA2017 REIFFSBURG                          155.058 METERS 03358     |
 LA2024| CC9981 REIFFSBURG AZ MK                                   0900925.5 |
 LA2024| CC9984 REIFFSBURG 2 RM 3                     8.224 METERS 11743     |
 LA2024| CC9985 REIFFSBURG 2 RM 4                     8.537 METERS 24255     |
 LA2024|---------------------------------------------------------------------|
 LA2024
 LA2024                          SUPERSEDED SURVEY CONTROL
 LA2024
 LA2024  NAD 83(1995)-  40 39 17.87008(N)    085 09 10.62043(W) AD(       ) 3
 LA2024  NAD 83(1986)-  40 39 17.87235(N)    085 09 10.63143(W) AD(       ) 3
 LA2024  NAD 27      -  40 39 17.70610(N)    085 09 10.72792(W) AD(       ) 3
 LA2024
 LA2024.Superseded values are not recommended for survey control.
 LA2024
 LA2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2024.See file dsdata.pdf to determine how the superseded data were derived.
 LA2024
 LA2024_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2024_STAMPING: REIFFSBURG 2 1977
 LA2024_MARK LOGO: NGS
 LA2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2024+STABILITY: SURFACE MOTION
 LA2024
 LA2024  HISTORY     - Date     Condition        Report By
 LA2024  HISTORY     - 1977     MONUMENTED       NGS
 LA2024
 LA2024                          STATION DESCRIPTION
 LA2024
 LA2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2024'THE STATION IS LOCATED 5-1/2 MILES SOUTH OF BLUFFTON, 0.1 MILE
 LA2024'WEST OF THE JUNCTION OF STATE HIGHWAYS 1 AND 218, 145 FEET WEST OF
 LA2024'A FENCE CORNER, 63 FEET EAST OF POWER POLE NO. F 30, 26 FEET
 LA2024'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 218 AND 14 FEET NORTH OF
 LA2024'A METAL WITNESS POST AND FENCELINE.
 LA2024'
 LA2024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 LA2024'218 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2024'
 LA2024'THE STATION MARK PROJECTS 1 INCH AND THE DISK STAMPED REIFFSBURG
 LA2024'2 1977.
 LA2024'
 LA2024'REFERENCE MARK 3 IS 38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LA2024'25 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 LA2024'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED
 LA2024'REIFFSBURG 2 NO 3 1977.
 LA2024'
 LA2024'REFERENCE MARK 4 IS 38 FEET SOUTH OF THE CENTERLINE OF THE
 LA2024'HIGHWAY, 24 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF
 LA2024'THE FENCELINE.  THE MARK IS FLUSH AND THE DISK STAMPED REIFFSBURG
 LA2024'2 NO 4 1977.
 LA2024'
 LA2024'THE AZIMUTH MARK IS 62 FEET WEST OF TELEPHONE POLE NO. 368-19,
 LA2024'39 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 218 AND 1 FOOT WEST OF
 LA2024'A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 LA2024'STAMPED REIFFSBURG 1955 1977.
 LA2024'
 LA2024'NEAREST TOWN--BLUFFTON.
 LA2024'
 LA2024'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3330 ***********************************************************************
 JZ3330  DESIGNATION -  REIZIN RESET
 JZ3330  PID         -  JZ3330
 JZ3330  STATE/COUNTY-  IN/RIPLEY
 JZ3330  COUNTRY     -  US
 JZ3330  USGS QUAD   -  MILAN (2019)
 JZ3330
 JZ3330                         *CURRENT SURVEY CONTROL
 JZ3330  ______________________________________________________________________
 JZ3330* NAD 83(1997) POSITION- 39 02 53.88719(N) 085 08 24.09187(W)   ADJUSTED
 JZ3330* NAVD 88 ORTHO HEIGHT -   304.60  (+/-2cm)      999.3   (feet) VERTCON3
 JZ3330  ______________________________________________________________________
 JZ3330  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 JZ3330  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 JZ3330  HORZ ORDER      -  FIRST
 JZ3330  VERT ORDER      -  THIRD ? (See Below)
 JZ3330
 JZ3330.The horizontal coordinates were established by classical geodetic methods
 JZ3330.and adjusted by the National Geodetic Survey in May 1999.
 JZ3330
 JZ3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3330
 JZ3330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3330.GEOID18 height accuracy estimate available here.
 JZ3330
 JZ3330.The vertical order pertains to the NGVD 29 superseded value.
 JZ3330
 JZ3330.Click photographs - Photos may exist for this station.
 JZ3330
 JZ3330.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3330
 JZ3330. The following values were computed from the NAD 83(1997) position.
 JZ3330
 JZ3330;                    North         East     Units Scale Factor Converg.
 JZ3330;SPC IN E     -   421,990.397   145,588.609   MT  0.99999225   +0 19 54.4
 JZ3330;SPC IN E     - 1,384,480.16    477,651.96   sFT  0.99999225   +0 19 54.4
 JZ3330;UTM  16      - 4,323,782.869   660,954.786   MT  0.99991900   +1 10 19.2
 JZ3330
 JZ3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3330!SPC IN E     -   0.99995757  x   0.99999225  =   0.99994982
 JZ3330!UTM  16      -   0.99995757  x   0.99991900  =   0.99987657
 JZ3330
 JZ3330:                Primary Azimuth Mark                     Grid Az
 JZ3330:SPC IN E     -  REIZIN RM 1                              050 17 42.0
 JZ3330:UTM  16      -  REIZIN RM 1                              049 27 17.2
 JZ3330
 JZ3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6095423782(NAD 83)
 JZ3330
 JZ3330|---------------------------------------------------------------------|
 JZ3330| PID    Reference Object                     Distance      Geod. Az  |
 JZ3330|                                                           dddmmss.s |
 JZ3330| JZ3331 MILAN MUNICIPAL TANK                APPROX. 8.4 KM 0024034.2 |
 JZ3330| CC9986 REIZIN RM 1                                        0503736.4 |
 JZ3330| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.44.5 KM 0741642.6 |
 JZ3330| HZ2515 BEACON NO 70                        APPROX.42.5 KM 1141246.5 |
 JZ3330| HZ2550 BEACON NO 60                        APPROX.37.8 KM 1455643.3 |
 JZ3330| CC9987 REIZIN RM 2                          35.510 METERS 19813     |
 JZ3330| JZ3333 OSGOOD MUNICIPAL TANK               APPROX.16.1 KM 3031905.7 |
 JZ3330| CC9988 REIZIN RM 3                          35.740 METERS 34130     |
 JZ3330|---------------------------------------------------------------------|
 JZ3330
 JZ3330                          SUPERSEDED SURVEY CONTROL
 JZ3330
 JZ3330  NAD 83(1995)-  39 02 53.88820(N)    085 08 24.09054(W) AD(       ) 1
 JZ3330  NAD 83(1993)-  39 02 53.89042(N)    085 08 24.09469(W) AD(       ) 1
 JZ3330  NAD 83(1986)-  39 02 53.88924(N)    085 08 24.09940(W) AD(       ) 1
 JZ3330  NAD 27      -  39 02 53.68900(N)    085 08 24.25800(W) AD(       ) 1
 JZ3330  USSD        -  39 02 53.85700(N)    085 08 24.08500(W) AD(       ) 3
 JZ3330  NGVD 29             304.76   (m)          999.9    (f) LEVELING    3  
 JZ3330
 JZ3330.Superseded values are not recommended for survey control.
 JZ3330
 JZ3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3330.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3330
 JZ3330_MARKER: DS = TRIANGULATION STATION DISK
 JZ3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3330_STAMPING: REIZIN 1889 1932
 JZ3330_MARK LOGO: CGS
 JZ3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3330+STABILITY: SURFACE MOTION
 JZ3330
 JZ3330  HISTORY     - Date     Condition        Report By
 JZ3330  HISTORY     - 1889     MONUMENTED       CGS
 JZ3330  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JZ3330  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JZ3330
 JZ3330                          STATION DESCRIPTION
 JZ3330
 JZ3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (ATM)
 JZ3330'ABOUT 1 MILE EAST OF ELROD AND ABOUT 300 METERS SOUTH OF THE ROAD
 JZ3330'FROM ELROD TO DILLSBORO, ON LAND BELONGING TO JOSEPH BEALL
 JZ3330'ABOUT 12 METERS EAST OF THE LINE FENCE BETWEEN HIS LAND AND THAT OF
 JZ3330'REIZIN JOHNSON.
 JZ3330'
 JZ3330'THE STATION IS MARKED BY A NAIL SET IN CONCRETE IN THE CENTER OF THE
 JZ3330'TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG. THE TILE IS
 JZ3330'FILLED WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JZ3330'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET
 JZ3330'BELOW THE SURFACE. THERE ARE FOUR REFERENCE MARKS SIMILAR TO THE
 JZ3330'SURFACE MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES IN
 JZ3330'DIAMETER. THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 JZ3330'DIRECTIONS FROM THE STATION- 1.82 METERS NORTH, 1.84 METERS EAST,
 JZ3330'1.82 METERS SOUTH, AND 11.9 METERS WEST. THE WEST REFERENCE MARK
 JZ3330'IS IN THE FENCE LINE MENTIONED ABOVE. A LONE HICKORY TREE, MARKED
 JZ3330'WITH A BLAZE AND A TRIANGLE OF NAILS, IS 55.3 METERS N. 24 DEG.
 JZ3330'11 MIN. E. FROM THE STATION.
 JZ3330
 JZ3330                          STATION RECOVERY (1932)
 JZ3330
 JZ3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ3330'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND CORRECTIONS.
 JZ3330'THE LAND IS NOW OWNED BY W. A. SCHMIDT, WHO LIVES ON THE
 JZ3330'NORTH SIDE OF THE HIGHWAY ABOUT 1/4 MILE NORTHEAST OF THE STATION.
 JZ3330'THE ELROD-DILLSBURY ROAD IS NOW U.S.  HIGHWAY NO. 50. THE LONE
 JZ3330'HICKORY TREE HAS BEEN DESTROYED. ALL REFERENCE MARKS WERE DESTROYED
 JZ3330'EXCEPT THE ONE 11.9 METERS WEST OF THE STATION, THIS MARK WAS
 JZ3330'RECOVERED IN GOOD CONDITION AND IS 0.5 METERS WEST OF THE NORTH-SOUTH
 JZ3330'FENCE LINE AND 1 METER NORTHWEST OF A LONE TREE 13 INCHES IN
 JZ3330'DIAMETER. THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, A
 JZ3330'NEW SURFACE MARK WAS ESTABLISHED AND IS 11.3
 JZ3330'METERS EAST OF THE NORTH-SOUTH FENCE LINE, 11.2 METERS EAST OF
 JZ3330'LONE TREE AND IS 18 INCHES BELOW THE SURFACE OF THE GROUND. THREE
 JZ3330'REFERENCE MARKS WERE ESTABLISHED AND
 JZ3330'STAMPED 1889 AND 1932.
 JZ3330'
 JZ3330'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 9.8 METERS SOUTH OF
 JZ3330'U. S. HIGHWAY 50, 7.0 METERS WEST OF LONE TREE, 1.1 METERS
 JZ3330'SOUTHWEST OF FENCE CORNER, AND PROJECTS 4 INCHES ABOVE GROUND.
 JZ3330'
 JZ3330'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON THE NORTH-SOUTH
 JZ3330'FENCE LINE, 33 METERS SOUTH OF LONE TREE, 0.3 METERS E.  OF THE
 JZ3330'FENCE LINE, AND PROJECTS 3 INCHES ABOVE THE GROUND.
 JZ3330'
 JZ3330'REFERENCE MARK NO. 3 IS NORTH BY WEST OF THE STATION, ON THE
 JZ3330'NORTH-SOUTH FENCE LINE, 37 METERS NORTH OF A LONE TREE, 0.3
 JZ3330'METERS EAST OF FENCE LINE AND PROJECTS 3 INCHES ABOVE THE GROUND.
 JZ3330
 JZ3330                          STATION RECOVERY (1935)
 JZ3330
 JZ3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JZ3330'THE ORIGINAL DESCRIPTION BY A. T. MOSMAN, 1889, SHOULD BE AMENDED AS
 JZ3330'FOLLOWS-THE SENTENCE-300 METERS SOUTH OF THE ROAD FROM ELROD
 JZ3330'TO DILLSBORO, ON LAND BELONGING TO JOSEPH BEALL-SHOULD BE CHANGED TO
 JZ3330'READ-300 METERS SOUTH OF U. S.  HIGHWAY 50, ON LAND BELONGING TO
 JZ3330'WM. A. SCHMIDT.
 JZ3330'
 JZ3330'THE REFERENCE TO LONE HICKORY TREE N. 24 DEG 11 MIN E., SHOULD BE
 JZ3330'OMITTED AS THE TREE IS GONE. STATION WAS OCCUPIED AND RE-MARKED
 JZ3330'WITH STANDARD DISKS IN CONCRETE POSTS, IN YEAR OF 1932. STATION IS
 JZ3330'LOCATED ABOUT 1-1/2 MILES EAST OF ELROD, ALONG U. S. HIGHWAY 50
 JZ3330'AND ABOUT 1/2 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 50 AND
 JZ3330'INDIANA STATE ROAD 1, ABOUT 260 YARDS WEST OF THE FARM HOME OF
 JZ3330'WM. A. SCHMIDT, ABOUT 300 YARDS SOUTH OF U. S. HIGHWAY 50 ALONG A
 JZ3330'FENCE TO A LONE POPLAR TREE IN THE FENCE LINE AND ABOUT 13 YARDS
 JZ3330'EAST OF THE FENCE, IN A CULTIVATED FIELD BELONGING TO WM. A.
 JZ3330'SCHMIDT. THE NORTHEAST CORNER OF A TRACT OF TIMBER IS ABOUT 75 YARDS
 JZ3330'SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2255 ***********************************************************************
 ME2255  DESIGNATION -  RELIABLE
 ME2255  PID         -  ME2255
 ME2255  STATE/COUNTY-  IN/ST JOSEPH
 ME2255  COUNTRY     -  US
 ME2255  USGS QUAD   -  LAKEVILLE (2019)
 ME2255
 ME2255                         *CURRENT SURVEY CONTROL
 ME2255  ______________________________________________________________________
 ME2255* NAD 83(1997) POSITION- 41 35 11.97987(N) 086 17 09.46258(W)   ADJUSTED
 ME2255* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 ME2255  ______________________________________________________________________
 ME2255  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 ME2255  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 ME2255  HORZ ORDER      -  SECOND
 ME2255
 ME2255.The horizontal coordinates were established by classical geodetic methods
 ME2255.and adjusted by the National Geodetic Survey in May 1999.
 ME2255
 ME2255.The orthometric height was scaled from a topographic map.
 ME2255
 ME2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2255.GEOID18 height accuracy estimate available here.
 ME2255
 ME2255.Click photographs - Photos may exist for this station.
 ME2255
 ME2255.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2255
 ME2255. The following values were computed from the NAD 83(1997) position.
 ME2255
 ME2255;                    North         East     Units Scale Factor Converg.
 ME2255;SPC IN E     -   703,895.597    48,361.820   MT  0.99999947   -0 24 39.8
 ME2255;SPC IN E     - 2,309,364.14    158,667.07   sFT  0.99999947   -0 24 39.8
 ME2255;UTM  16      - 4,604,131.497   559,516.273   MT  0.99964359   +0 28 26.2
 ME2255
 ME2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2255!SPC IN E     -   0.99996141  x   0.99999947  =   0.99996088
 ME2255!UTM  16      -   0.99996141  x   0.99964359  =   0.99960501
 ME2255
 ME2255:                Primary Azimuth Mark                     Grid Az
 ME2255:SPC IN E     -  RELIABLE AZ MK                           154 46 28.4
 ME2255:UTM  16      -  RELIABLE AZ MK                           153 53 22.4
 ME2255
 ME2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5951604131(NAD 83)
 ME2255
 ME2255|---------------------------------------------------------------------|
 ME2255| PID    Reference Object                     Distance      Geod. Az  |
 ME2255|                                                           dddmmss.s |
 ME2255| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX. 9.2 KM 0263959.6 |
 ME2255| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX. 9.0 KM 0544604.1 |
 ME2255| ME2204 S BEND RADIO STA WSBT MAST 1        APPROX. 6.7 KM 0601703.8 |
 ME2255| CM4436 RELIABLE RM 1                        27.418 METERS 11023     |
 ME2255| CM4435 RELIABLE AZ MK                                     1542148.6 |
 ME2255| CM4437 RELIABLE RM 2                        25.412 METERS 24817     |
 ME2255|---------------------------------------------------------------------|
 ME2255
 ME2255                          SUPERSEDED SURVEY CONTROL
 ME2255
 ME2255  NAD 83(1994)-  41 35 11.98253(N)    086 17 09.46653(W) AD(       ) 2
 ME2255  NAD 83(1986)-  41 35 11.98284(N)    086 17 09.46785(W) AD(       ) 2
 ME2255  NAD 27      -  41 35 11.80910(N)    086 17 09.43620(W) AD(       ) 2
 ME2255
 ME2255.Superseded values are not recommended for survey control.
 ME2255
 ME2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2255.See file dsdata.pdf to determine how the superseded data were derived.
 ME2255
 ME2255_MARKER: DS = TRIANGULATION STATION DISK
 ME2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2255_STAMPING: RELIABLE 1952
 ME2255_MARK LOGO: CGS
 ME2255_PROJECTION: RECESSED 30 CENTIMETERS
 ME2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2255+STABILITY: SURFACE MOTION
 ME2255
 ME2255  HISTORY     - Date     Condition        Report By
 ME2255  HISTORY     - 1952     MONUMENTED       CGS
 ME2255
 ME2255                          STATION DESCRIPTION
 ME2255
 ME2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2255'STATION IS LOCATED ON A CULTIVATED HILL ON THE PROPERTY OF THE
 ME2255'RELIABLE DAIRY INC., WHICH IS ABOUT 6 MILES SOUTHWEST OF SOUTH BEND
 ME2255'AND ABOUT 4 MILES NORTH OF LAKEVILLE.
 ME2255'
 ME2255'IT IS 92 FEET NORTHWEST OF A WHITE WITNESS POST AND 36 FEET NORTH OF A
 ME2255'FENCE.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ME2255'RELIABLE 1952.
 ME2255'
 ME2255'REFERENCE MARK NO. 1 IS 2 FEET WEST OF THE WHITE WITNESS POST AND 1
 ME2255'FOOT NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2255'DISK IS STAMPED RELIABLE NO 1 1952.
 ME2255'
 ME2255'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 ME2255'ABOUT 4 INCHES AND THE DISK IS STAMPED RELIABLE NO 2 1952.
 ME2255'
 ME2255'AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF LOCUST ROAD, 2 FEET
 ME2255'SOUTH OF A WHITE WITNESS POST, 1 FOOT NORTH OF A POWER POLE AND 1 FOOT
 ME2255'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ME2255'STAMPED RELIABLE 1952.
 ME2255'
 ME2255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2255'HIGHWAY 4, ABOUT 1/2 MILE NORTH OF LAKEVILLE, GO NORTH ON HIGHWAY 31
 ME2255'FOR 4.0 MILES TO THE INTERSECTION OF ROOSEVELT ROAD.  TURN LEFT AND GO
 ME2255'WEST ON ROOSEVELT ROAD FOR 1.2 MILES TO A GRAVEL CROSSROAD (LOCUST
 ME2255'ROAD).  TURN LEFT AND GO SOUTH ON LOCUST ROAD FOR 1.35 MILES TO A GATE
 ME2255'ON RIGHT.* TURN RIGHT THROUGH GATE AND GO WEST AND SOUTH UP HILL
 ME2255'THROUGH A FIELD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 ME2255'
 ME2255'TO REACH THE AZIMUTH MARK FROM THIS GATE, GO SOUTH ON LOCUST ROAD FOR
 ME2255'0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2255'
 ME2255'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2149 ***********************************************************************
 LB2149  DESIGNATION -  REMINGTON
 LB2149  PID         -  LB2149
 LB2149  STATE/COUNTY-  IN/JASPER
 LB2149  COUNTRY     -  US
 LB2149  USGS QUAD   -  REMINGTON (2019)
 LB2149
 LB2149                         *CURRENT SURVEY CONTROL
 LB2149  ______________________________________________________________________
 LB2149* NAD 83(1997) POSITION- 40 45 56.62226(N) 087 07 42.52991(W)   ADJUSTED
 LB2149* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 LB2149  ______________________________________________________________________
 LB2149  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 LB2149  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LB2149  HORZ ORDER      -  THIRD
 LB2149
 LB2149.The horizontal coordinates were established by classical geodetic methods
 LB2149.and adjusted by the National Geodetic Survey in May 1999.
 LB2149
 LB2149.The orthometric height was scaled from a topographic map.
 LB2149
 LB2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2149.GEOID18 height accuracy estimate available here.
 LB2149
 LB2149.Click photographs - Photos may exist for this station.
 LB2149
 LB2149.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2149
 LB2149. The following values were computed from the NAD 83(1997) position.
 LB2149
 LB2149;                    North         East     Units Scale Factor Converg.
 LB2149;SPC IN W     -   612,543.798   896,188.242   MT  0.99996685   -0 01 46.1
 LB2149;SPC IN W     - 2,009,654.11  2,940,244.26   sFT  0.99996685   -0 01 46.1
 LB2149;UTM  16      - 4,512,759.161   489,156.421   MT  0.99960145   -0 05 02.0
 LB2149
 LB2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2149!SPC IN W     -   0.99997045  x   0.99996685  =   0.99993730
 LB2149!UTM  16      -   0.99997045  x   0.99960145  =   0.99957191
 LB2149
 LB2149:                Primary Azimuth Mark                     Grid Az
 LB2149:SPC IN W     -  REMINGTON AZ MK                          089 30 22.9
 LB2149:UTM  16      -  REMINGTON AZ MK                          089 33 38.8
 LB2149
 LB2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8915612759(NAD 83)
 LB2149
 LB2149|---------------------------------------------------------------------|
 LB2149| PID    Reference Object                     Distance      Geod. Az  |
 LB2149|                                                           dddmmss.s |
 LB2149| CM4438 REMINGTON AZ MK                                    0892836.8 |
 LB2149| LB2141 WOLCOTT MUNICIPAL TANK              APPROX. 7.3 KM 0965414.8 |
 LB2149| CM4439 REMINGTON RM 1                       10.868 METERS 26801     |
 LB2149| CM4440 REMINGTON RM 2                       18.913 METERS 33614     |
 LB2149|---------------------------------------------------------------------|
 LB2149
 LB2149                          SUPERSEDED SURVEY CONTROL
 LB2149
 LB2149  NAD 83(1986)-  40 45 56.62829(N)    087 07 42.54044(W) AD(       ) 3
 LB2149  NAD 27      -  40 45 56.49240(N)    087 07 42.48110(W) AD(       ) 3
 LB2149
 LB2149.Superseded values are not recommended for survey control.
 LB2149
 LB2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2149.See file dsdata.pdf to determine how the superseded data were derived.
 LB2149
 LB2149_MARKER: DS = TRIANGULATION STATION DISK
 LB2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2149_STAMPING: REMINGTON 1955
 LB2149_MARK LOGO: CGS
 LB2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2149+STABILITY: SURFACE MOTION
 LB2149
 LB2149  HISTORY     - Date     Condition        Report By
 LB2149  HISTORY     - 1955     MONUMENTED       CGS
 LB2149  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB2149  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB2149  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB2149
 LB2149                          STATION DESCRIPTION
 LB2149
 LB2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2149'STATION IS LOCATED ABOUT 4 MILES WEST OF WOLCOTT AND 1-1/2 MILES EAST
 LB2149'OF REMINGTON ON HIGHWAY RIGHT-OF-WAY.  IT IS 28 FEET SOUTH OF THE
 LB2149'CENTER OF U. S. HIGHWAY NOS. 24 AND 231, 6 FEET EAST OF A WHITE
 LB2149'WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2149'2 INCHES AND THE DISK IS STAMPED REMINGTON 1955.
 LB2149'
 LB2149'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2149'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2149'STAMPED REMINGTON NO 1 1955.
 LB2149'
 LB2149'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3
 LB2149'FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LB2149'IS FLUSH AND THE DISK IS STAMPED REMINGTON NO 2 1955.
 LB2149'
 LB2149'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 28 FEET
 LB2149'NORTH OF THE CENTER OF U. S. HIGHWAYS NOS. 24 AND 231, 1.5 FOOT
 LB2149'SOUTHWEST OF A 24 INCH SQUARE CONCRETE FENCE POST, 1 FOOT WEST OF A
 LB2149'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 LB2149'ABOUT 4 INCHES AND THE DISK IS STAMPED REMINGTON 1955.
 LB2149'
 LB2149'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 WITH U. S.
 LB2149'HIGHWAY 231 IN REMINGTON, GO EAST ON HIGHWAY NOS. 24 AND 231 FOR 1.3
 LB2149'MILES TO THE STATION ON THE RIGHT, SOUTH SIDE OF HIGHWAY AS
 LB2149'DESCRIBED.
 LB2149'
 LB2149'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U. S. HIGHWAY
 LB2149'NOS. 24 AND 231 FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE MARK ON THE
 LB2149'LEFT, NORTH SIDE OF HIGHWAY AS DESCRIBED.
 LB2149'
 LB2149'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2149
 LB2149                          STATION RECOVERY (2007)
 LB2149
 LB2149'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2149'ONLY RECOVERED RM 2.  COULD NOT FIND STATION.
 LB2149
 LB2149                          STATION RECOVERY (2008)
 LB2149
 LB2149'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2149'FOUND RM2 ONLY
 LB2149
 LB2149                          STATION RECOVERY (2012)
 LB2149
 LB2149'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB2149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2144 ***********************************************************************
 LB2144  DESIGNATION -  REMINGTON MUNICIPAL WATER TWR
 LB2144  PID         -  LB2144
 LB2144  STATE/COUNTY-  IN/JASPER
 LB2144  COUNTRY     -  US
 LB2144  USGS QUAD   -  REMINGTON (2019)
 LB2144
 LB2144                         *CURRENT SURVEY CONTROL
 LB2144  ______________________________________________________________________
 LB2144* NAD 83(1997) POSITION- 40 45 43.31104(N) 087 09 02.66148(W)   ADJUSTED
 LB2144  ______________________________________________________________________
 LB2144  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LB2144  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2144  HORZ ORDER      -  THIRD
 LB2144
 LB2144.The horizontal coordinates were established by classical geodetic methods
 LB2144.and adjusted by the National Geodetic Survey in May 1999.
 LB2144
 LB2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2144.GEOID18 height accuracy estimate available here.
 LB2144
 LB2144.Click photographs - Photos may exist for this station.
 LB2144
 LB2144.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2144
 LB2144. The following values were computed from the NAD 83(1997) position.
 LB2144
 LB2144;                    North         East     Units Scale Factor Converg.
 LB2144;SPC IN W     -   612,134.405   894,308.628   MT  0.99996707   -0 02 38.4
 LB2144;SPC IN W     - 2,008,310.96  2,934,077.56   sFT  0.99996707   -0 02 38.4
 LB2144;UTM  16      - 4,512,351.702   487,277.106   MT  0.99960199   -0 05 54.3
 LB2144
 LB2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8727712351(NAD 83)
 LB2144
 LB2144                          SUPERSEDED SURVEY CONTROL
 LB2144
 LB2144  NAD 83(1986)-  40 45 43.31707(N)    087 09 02.67142(W) AD(       ) 3
 LB2144  NAD 27      -  40 45 43.18400(N)    087 09 02.60600(W) AD(       ) 3
 LB2144
 LB2144.Superseded values are not recommended for survey control.
 LB2144
 LB2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2144.See file dsdata.pdf to determine how the superseded data were derived.
 LB2144
 LB2144_MARKER: 53 = ELEVATED TANK
 LB2144
 LB2144  HISTORY     - Date     Condition        Report By
 LB2144  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2144
 LB2144                          STATION DESCRIPTION
 LB2144
 LB2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2144'STATION IS THE BASE OF THE WEATHER VANE AT THE APEX OF THE ROOF OF
 LB2144'THE MUNICIPAL WATER TOWER, LOCATED ABOUT 0.1 MILE NORTH OF THE
 LB2144'CENTER OF REMINGTON.  THE TOWER WAS ERECTED IN 1897.  IT IS A WOODEN
 LB2144'TANK, PAINTED GRAY, ATOP A ROUND, RED BRICK BASE.  THE TOWER IS
 LB2144'LOCATED AT THE SOUTHEAST CORNER OF A STREET INTERSECTION.  THE
 LB2144'HEIGHT OF THE TOP OF THE WEATHER VANE ATOP THE TANK IS 111 FEET.
 LB2144'HEIGHT WAS DETERMINED BY USE OF HAND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2147 ***********************************************************************
 LB2147  DESIGNATION -  REMINGTON SACRED HEART CATH CH
 LB2147  PID         -  LB2147
 LB2147  STATE/COUNTY-  IN/JASPER
 LB2147  COUNTRY     -  US
 LB2147  USGS QUAD   -  REMINGTON (2019)
 LB2147
 LB2147                         *CURRENT SURVEY CONTROL
 LB2147  ______________________________________________________________________
 LB2147* NAD 83(1997) POSITION- 40 45 43.48830(N) 087 09 09.12239(W)   ADJUSTED
 LB2147  ______________________________________________________________________
 LB2147  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB2147  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2147  HORZ ORDER      -  THIRD
 LB2147
 LB2147.The horizontal coordinates were established by classical geodetic methods
 LB2147.and adjusted by the National Geodetic Survey in May 1999.
 LB2147
 LB2147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2147.GEOID18 height accuracy estimate available here.
 LB2147
 LB2147.Click photographs - Photos may exist for this station.
 LB2147
 LB2147.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2147
 LB2147. The following values were computed from the NAD 83(1997) position.
 LB2147
 LB2147;                    North         East     Units Scale Factor Converg.
 LB2147;SPC IN W     -   612,139.991   894,157.098   MT  0.99996709   -0 02 42.7
 LB2147;SPC IN W     - 2,008,329.29  2,933,580.41   sFT  0.99996709   -0 02 42.7
 LB2147;UTM  16      - 4,512,357.430   487,125.637   MT  0.99960204   -0 05 58.5
 LB2147
 LB2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8712512357(NAD 83)
 LB2147
 LB2147                          SUPERSEDED SURVEY CONTROL
 LB2147
 LB2147  NAD 83(1986)-  40 45 43.49436(N)    087 09 09.13240(W) AD(       ) 3
 LB2147  NAD 27      -  40 45 43.36100(N)    087 09 09.06700(W) AD(       ) 3
 LB2147
 LB2147.Superseded values are not recommended for survey control.
 LB2147
 LB2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2147.See file dsdata.pdf to determine how the superseded data were derived.
 LB2147
 LB2147_MARKER: 91 = CHURCH CROSS
 LB2147
 LB2147  HISTORY     - Date     Condition        Report By
 LB2147  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2147
 LB2147                          STATION DESCRIPTION
 LB2147
 LB2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2147'STATION IS THE BASE OF A LARGE GOLD CROSS ATOP THE GRAY SLATE COVERED
 LB2147'SPIRE OF SACRED HEART CATHOLIC CHURCH, LOCATED ABOUT 0.15 MILE NORTH
 LB2147'OF THE CENTER OF REMINGTON.  THE SPIRE IS ATOP THE EAST
 LB2147'END OF A LARGE, RED BRICK CHURCH.  THE CHURCH IS LOCATED AT THE
 LB2147'SOUTHWEST CORNER OF A STREET INTERSECTION.  THE HEIGHT OF THE TOP
 LB2147'OF THE CROSS ABOVE GROUND IS 118 FEET.  HEIGHT WAS DETERMINED BY
 LB2147'USE OF HAND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2104 ***********************************************************************
 LA2104  DESIGNATION -  RENNER
 LA2104  PID         -  LA2104
 LA2104  STATE/COUNTY-  IN/GRANT
 LA2104  COUNTRY     -  US
 LA2104  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA2104
 LA2104                         *CURRENT SURVEY CONTROL
 LA2104  ______________________________________________________________________
 LA2104* NAD 83(1997) POSITION- 40 27 02.56121(N) 085 26 44.28454(W)   ADJUSTED
 LA2104* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 LA2104  ______________________________________________________________________
 LA2104  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LA2104  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 LA2104  HORZ ORDER      -  THIRD
 LA2104
 LA2104.The horizontal coordinates were established by classical geodetic methods
 LA2104.and adjusted by the National Geodetic Survey in May 1999.
 LA2104
 LA2104.The orthometric height was scaled from a topographic map.
 LA2104
 LA2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2104.GEOID18 height accuracy estimate available here.
 LA2104
 LA2104.Click photographs - Photos may exist for this station.
 LA2104
 LA2104.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2104
 LA2104. The following values were computed from the NAD 83(1997) position.
 LA2104
 LA2104;                    North         East     Units Scale Factor Converg.
 LA2104;SPC IN E     -   577,585.966   118,749.482   MT  0.99997099   +0 08 36.3
 LA2104;SPC IN E     - 1,894,963.29    389,597.26   sFT  0.99997099   +0 08 36.3
 LA2104;UTM  16      - 4,478,943.849   631,806.310   MT  0.99981385   +1 00 31.0
 LA2104
 LA2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2104!SPC IN E     -   0.99996192  x   0.99997099  =   0.99993291
 LA2104!UTM  16      -   0.99996192  x   0.99981385  =   0.99977578
 LA2104
 LA2104:                Primary Azimuth Mark                     Grid Az
 LA2104:SPC IN E     -  UPLAND                                   294 03 49.5
 LA2104:UTM  16      -  UPLAND                                   293 11 54.8
 LA2104
 LA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3180678943(NAD 83)
 LA2104
 LA2104|---------------------------------------------------------------------|
 LA2104| PID    Reference Object                     Distance      Geod. Az  |
 LA2104|                                                           dddmmss.s |
 LA2104| CC9990 RENNER RM 1                          25.472 METERS 14150     |
 LA2104| CC9991 RENNER RM 2                          23.951 METERS 25735     |
 LA2104| CC9989 RENNER AZ MK                                       2725228.5 |
 LA2104| LA2108 UPLAND                              APPROX. 8.1 KM 2941225.8 |
 LA2104|---------------------------------------------------------------------|
 LA2104
 LA2104                          SUPERSEDED SURVEY CONTROL
 LA2104
 LA2104  NAD 83(1995)-  40 27 02.56405(N)    085 26 44.29824(W) AD(       ) 3
 LA2104  NAD 83(1986)-  40 27 02.56430(N)    085 26 44.29853(W) AD(       ) 3
 LA2104  NAD 27      -  40 27 02.41610(N)    085 26 44.42140(W) AD(       ) 3
 LA2104
 LA2104.Superseded values are not recommended for survey control.
 LA2104
 LA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2104.See file dsdata.pdf to determine how the superseded data were derived.
 LA2104
 LA2104_MARKER: DS = TRIANGULATION STATION DISK
 LA2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2104_STAMPING: RENNER 1955
 LA2104_MARK LOGO: CGS
 LA2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2104+STABILITY: SURFACE MOTION
 LA2104
 LA2104  HISTORY     - Date     Condition        Report By
 LA2104  HISTORY     - 1955     MONUMENTED       CGS
 LA2104
 LA2104                          STATION DESCRIPTION
 LA2104
 LA2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2104'THE STATION IS LOCATED 4 MILES WEST OF HARTFORD CITY, ON LAND OWNED
 LA2104'BY THE STATE.  IT IS 89 FEET
 LA2104'SOUTHWEST OF THE CENTER OF A CROSSROADS FORMED BY STATE HIGHWAY 22
 LA2104'AND A GRAVELED ROAD AND 33 FEET
 LA2104'SOUTH OF THE CENTER OF HIGHWAY 22.
 LA2104'
 LA2104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 22 IN
 LA2104'HARTFORD CITY, GO WEST ON
 LA2104'HIGHWAY 22 FOR 4.0 MILES TO THE STATION ON THE LEFT, CONTINUE WEST ON
 LA2104'THE HIGHWAY FOR 0.15 MILE TO THE
 LA2104'AZIMUTH MARK ON THE RIGHT.
 LA2104'
 LA2104'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED RENNER
 LA2104'1955.
 LA2104'
 LA2104'REFERENCE MARK 1 IS 105 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 LA2104'14 FEET WEST OF A POWERLINE
 LA2104'POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED RENNER NO 1
 LA2104'1955.
 LA2104'
 LA2104'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE
 LA2104'MARK PROJECTS 5 INCHES, AND THE
 LA2104'DISK IS STAMPED RENNER NO 2 1955.
 LA2104'
 LA2104'THE AZIMUTH MARK IS ABOUT 80 FEET WEST OF A FARMHOUSE, 21 FEET NORTH
 LA2104'OF THE CENTER OF THE HIGHWAY,
 LA2104'16 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE, 5 FEET WEST OF A
 LA2104'TELEPHONE POLE AND 3 FEET EAST OF
 LA2104'A 4-INCH BY 4-INCH WHITE WITNESS POST.  THE MARK PROJECTS 2
 LA2104'INCHES, AND THE DISK IS STAMPED RENNER 1955.
 LA2104'
 LA2104'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2155 ***********************************************************************
 LB2155  DESIGNATION -  RENSSELAER CO CTHSE CLOCKTOWER
 LB2155  PID         -  LB2155
 LB2155  STATE/COUNTY-  IN/JASPER
 LB2155  COUNTRY     -  US
 LB2155  USGS QUAD   -  RENSSELAER (2019)
 LB2155
 LB2155                         *CURRENT SURVEY CONTROL
 LB2155  ______________________________________________________________________
 LB2155* NAD 83(1997) POSITION- 40 56 08.99924(N) 087 09 03.28890(W)   ADJUSTED
 LB2155  ______________________________________________________________________
 LB2155  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 LB2155  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 LB2155  HORZ ORDER      -  THIRD
 LB2155
 LB2155.The horizontal coordinates were established by classical geodetic methods
 LB2155.and adjusted by the National Geodetic Survey in May 1999.
 LB2155
 LB2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2155.GEOID18 height accuracy estimate available here.
 LB2155
 LB2155.Click photographs - Photos may exist for this station.
 LB2155
 LB2155.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2155
 LB2155. The following values were computed from the NAD 83(1997) position.
 LB2155
 LB2155;                    North         East     Units Scale Factor Converg.
 LB2155;SPC IN W     -   631,434.690   894,308.802   MT  0.99996707   -0 02 39.4
 LB2155;SPC IN W     - 2,071,631.98  2,934,078.13   sFT  0.99996707   -0 02 39.4
 LB2155;UTM  16      - 4,531,644.932   487,295.634   MT  0.99960199   -0 05 56.0
 LB2155
 LB2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8729531644(NAD 83)
 LB2155
 LB2155                          SUPERSEDED SURVEY CONTROL
 LB2155
 LB2155  NAD 83(1986)-  40 56 09.00445(N)    087 09 03.29872(W) AD(       ) 3
 LB2155  NAD 27      -  40 56 08.86600(N)    087 09 03.21500(W) AD(       ) 3
 LB2155
 LB2155.Superseded values are not recommended for survey control.
 LB2155
 LB2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2155.See file dsdata.pdf to determine how the superseded data were derived.
 LB2155
 LB2155_MARKER: 55 = TOWER
 LB2155
 LB2155  HISTORY     - Date     Condition        Report By
 LB2155  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2155
 LB2155                          STATION DESCRIPTION
 LB2155
 LB2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2155'THIS IS AN INTERSECTION STATION.
 LB2155'
 LB2155'THE STATION IS LOCATED IN THE CITY OF RENSSELAER.  IT IS CONSTRUCED
 LB2155'OF GRAY STONE AND IT IS APPROXIMATELY 100 FEET IN HEIGHT.  THE POINT
 LB2155'OBSERVED ON WAS THE BASE OF THE FLAG POLE ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5391 ***********************************************************************
 DM5391  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5391  DESIGNATION -  RENSSELAER CORS ARP
 DM5391  CORS_ID     -  INRN
 DM5391  PID         -  DM5391
 DM5391  STATE/COUNTY-  IN/JASPER
 DM5391  COUNTRY     -  US
 DM5391  USGS QUAD   -  RENSSELAER (2019)
 DM5391
 DM5391                         *CURRENT SURVEY CONTROL
 DM5391  ______________________________________________________________________
 DM5391* NAD 83(2011) POSITION- 40 56 46.97694(N) 087 08 22.51310(W)   ADJUSTED
 DM5391* NAD 83(2011) ELLIP HT-   177.521 (meters)        (04/??/25)   ADJUSTED
 DM5391* NAD 83(2011) EPOCH   -  2010.00
 DM5391  ______________________________________________________________________
 DM5391  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 DM5391  NAD 83(2011) X  -    240,762.952 (meters)                     COMP
 DM5391  NAD 83(2011) Y  - -4,818,618.313 (meters)                     COMP
 DM5391  NAD 83(2011) Z  -  4,158,043.864 (meters)                     COMP
 DM5391
 DM5391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5391  Standards:
 DM5391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5391  -------------------------------------------------------------------
 DM5391  NETWORK    0.09   0.15           0.05   0.02   0.07     -0.27162800
 DM5391  -------------------------------------------------------------------
 DM5391
 DM5391.The coordinates were established by GPS observations
 DM5391.and adjusted by the National Geodetic Survey in April 2025.
 DM5391
 DM5391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5391.been affixed to the stable North American Tectonic Plate. 
 DM5391
 DM5391.The coordinates are valid at the epoch date displayed above
 DM5391.which is a decimal equivalence of Year/Month/Day.
 DM5391
 DM5391.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5391.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5391.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5391.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5391.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5391.published epoch of 2010.00.
 DM5391
 DM5391.Additional information on MYCS is available at:
 DM5391.https://geodesy.noaa.gov/CORS/index.shtml
 DM5391
 DM5391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5391.GEOID18 height accuracy estimate available here.
 DM5391
 DM5391.The PID for the CORS L1 Phase Center is DM5392.
 DM5391
 DM5391.Click photographs - Photos may exist for this station.
 DM5391
 DM5391.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5391
 DM5391.The ellipsoidal height was determined by GPS observations
 DM5391.and is referenced to NAD 83.
 DM5391
 DM5391. The following values were computed from the NAD 83(2011) position.
 DM5391
 DM5391;                    North         East     Units Scale Factor Converg.
 DM5391;SPC IN W     -   632,605.512   895,263.414   MT  0.99996694   -0 02 12.7
 DM5391;SPC IN W     - 2,075,473.25  2,937,210.05   sFT  0.99996694   -0 02 12.7
 DM5391;UTM  16      - 4,532,814.416   488,251.012   MT  0.99960170   -0 05 29.3
 DM5391
 DM5391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5391!SPC IN W     -   0.99997215  x   0.99996694  =   0.99993910
 DM5391!UTM  16      -   0.99997215  x   0.99960170  =   0.99957387
 DM5391
 DM5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8825132814(NAD 83)
 DM5391
 DM5391                          SUPERSEDED SURVEY CONTROL
 DM5391
 DM5391  NAD 83(2011)-  40 56 46.97703(N)    087 08 22.51301(W) AD(2010.00) c
 DM5391  ELLIP H (06/??/19)  177.525  (m)                       GP(2010.00) c c
 DM5391  NAD 83(2011)-  40 56 46.97707(N)    087 08 22.51308(W) AD(2010.00) c
 DM5391  ELLIP H (08/??/11)  177.517  (m)                       GP(2010.00) c c
 DM5391  NAD 83(CORS)-  40 56 46.97747(N)    087 08 22.51406(W) AD(2002.00) c
 DM5391  ELLIP H (02/??/11)  177.497  (m)                       GP(2002.00) c c
 DM5391
 DM5391.Superseded values are not recommended for survey control.
 DM5391
 DM5391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5391.See file dsdata.pdf to determine how the superseded data were derived.
 DM5391
 DM5391_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5391
 DM5391                          STATION DESCRIPTION
 DM5391
 DM5391'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5391'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5391'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5391'AND LOG FILES ACCESSIBLE AT:
 DM5391'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2150 ***********************************************************************
 LB2150  DESIGNATION -  RENSSELAER MUNICIPAL TANK
 LB2150  PID         -  LB2150
 LB2150  STATE/COUNTY-  IN/JASPER
 LB2150  COUNTRY     -  US
 LB2150  USGS QUAD   -  RENSSELAER (2019)
 LB2150
 LB2150                         *CURRENT SURVEY CONTROL
 LB2150  ______________________________________________________________________
 LB2150* NAD 83(1997) POSITION- 40 56 22.79099(N) 087 09 15.71556(W)   ADJUSTED
 LB2150  ______________________________________________________________________
 LB2150  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 LB2150  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 LB2150  HORZ ORDER      -  THIRD
 LB2150
 LB2150.The horizontal coordinates were established by classical geodetic methods
 LB2150.and adjusted by the National Geodetic Survey in May 1999.
 LB2150
 LB2150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2150.GEOID18 height accuracy estimate available here.
 LB2150
 LB2150.Click photographs - Photos may exist for this station.
 LB2150
 LB2150.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2150
 LB2150. The following values were computed from the NAD 83(1997) position.
 LB2150
 LB2150;                    North         East     Units Scale Factor Converg.
 LB2150;SPC IN W     -   631,860.354   894,018.454   MT  0.99996711   -0 02 47.6
 LB2150;SPC IN W     - 2,073,028.51  2,933,125.54   sFT  0.99996711   -0 02 47.6
 LB2150;UTM  16      - 4,532,070.717   487,005.797   MT  0.99960208   -0 06 04.1
 LB2150
 LB2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8700532070(NAD 83)
 LB2150
 LB2150                          SUPERSEDED SURVEY CONTROL
 LB2150
 LB2150  NAD 83(1986)-  40 56 22.79610(N)    087 09 15.72525(W) AD(       ) 3
 LB2150  NAD 27      -  40 56 22.66000(N)    087 09 15.64100(W) AD(       ) 3
 LB2150
 LB2150.Superseded values are not recommended for survey control.
 LB2150
 LB2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2150.See file dsdata.pdf to determine how the superseded data were derived.
 LB2150
 LB2150_MARKER: 53 = ELEVATED TANK
 LB2150
 LB2150  HISTORY     - Date     Condition        Report By
 LB2150  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2150
 LB2150                          STATION DESCRIPTION
 LB2150
 LB2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2150'THIS IS AN INTERSECTION STATION.
 LB2150'
 LB2150'THE STATION IS LOCATED IN THE NORTH SECTION OF THE CITY OF
 LB2150'RENSSELAER.  IT IS 0.1 MILE NORTH OF STATE HIGHWAY 114 AND 0.05 MILE
 LB2150'WEST OF HIGHWAY 114.  IT IS A FOUR LEGGED STEEL STRUCTURE
 LB2150'APPROXIMATELY 125 FEET IN HEIGHT AND IT IS PAINTED SILVER.  THE
 LB2150'POINT OBSERVED ON WAS THE BASE OF THE BALL ON THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2541 ***********************************************************************
 ME2541  DESIGNATION -  RENSSELAER NW BASE
 ME2541  PID         -  ME2541
 ME2541  STATE/COUNTY-  IN/JASPER
 ME2541  COUNTRY     -  US
 ME2541  USGS QUAD   -  PARR (2019)
 ME2541
 ME2541                         *CURRENT SURVEY CONTROL
 ME2541  ______________________________________________________________________
 ME2541* NAD 83(1997) POSITION- 41 01 35.75838(N) 087 13 15.30667(W)   ADJUSTED
 ME2541* NAVD 88 ORTHO HEIGHT -   210.8   (meters)      692.    (feet) VERTCON3
 ME2541  ______________________________________________________________________
 ME2541  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 ME2541  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 ME2541  HORZ ORDER      -  FIRST
 ME2541
 ME2541.The horizontal coordinates were established by classical geodetic methods
 ME2541.and adjusted by the National Geodetic Survey in May 1999.
 ME2541
 ME2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2541
 ME2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2541.GEOID18 height accuracy estimate available here.
 ME2541
 ME2541.Click photographs - Photos may exist for this station.
 ME2541
 ME2541.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2541
 ME2541. The following values were computed from the NAD 83(1997) position.
 ME2541
 ME2541;                    North         East     Units Scale Factor Converg.
 ME2541;SPC IN W     -   641,521.208   888,429.284   MT  0.99996831   -0 05 25.1
 ME2541;SPC IN W     - 2,104,724.16  2,914,788.41   sFT  0.99996831   -0 05 25.1
 ME2541;UTM  16      - 4,541,733.374   481,427.879   MT  0.99960425   -0 08 42.0
 ME2541
 ME2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2541!SPC IN W     -   0.99997219  x   0.99996831  =   0.99994050
 ME2541!UTM  16      -   0.99997219  x   0.99960425  =   0.99957645
 ME2541
 ME2541:                Primary Azimuth Mark                     Grid Az
 ME2541:SPC IN W     -  RENSSELAER NW BASE AZ MK                 154 49 22.8
 ME2541:UTM  16      -  RENSSELAER NW BASE AZ MK                 154 52 39.7
 ME2541
 ME2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8142741733(NAD 83)
 ME2541
 ME2541|---------------------------------------------------------------------|
 ME2541| PID    Reference Object                     Distance      Geod. Az  |
 ME2541|                                                           dddmmss.s |
 ME2541| CM4442 RENSSELAER NW BASE RM 1              31.745 METERS 03739     |
 ME2541| CM4443 RENSSELAER NW BASE RM 2              30.699 METERS 12523     |
 ME2541| CM4441 RENSSELAER NW BASE AZ MK                           1544357.7 |
 ME2541|---------------------------------------------------------------------|
 ME2541
 ME2541                          SUPERSEDED SURVEY CONTROL
 ME2541
 ME2541  NAD 83(1986)-  41 01 35.76304(N)    087 13 15.31561(W) AD(       ) 1
 ME2541  NAD 27      -  41 01 35.63360(N)    087 13 15.22100(W) AD(       ) 1
 ME2541  NGVD 29 (07/19/86)  210.9    (m)          692.     (f) VERT ANG       
 ME2541
 ME2541.Superseded values are not recommended for survey control.
 ME2541
 ME2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2541.See file dsdata.pdf to determine how the superseded data were derived.
 ME2541
 ME2541_MARKER: DS = TRIANGULATION STATION DISK
 ME2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2541_STAMPING: RENSSELAER NW BASE 1947
 ME2541_MARK LOGO: CGS
 ME2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2541+STABILITY: SURFACE MOTION
 ME2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2541+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME2541
 ME2541  HISTORY     - Date     Condition        Report By
 ME2541  HISTORY     - 1947     MONUMENTED       CGS
 ME2541  HISTORY     - 1952     GOOD             CGS
 ME2541  HISTORY     - 20080921 GOOD             GEOCAC
 ME2541  HISTORY     - 20120327 GOOD             IN-073
 ME2541
 ME2541                          STATION DESCRIPTION
 ME2541
 ME2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2541'STATION IS LOCATED IN THE SMALL COMMUNITY OF PARR ABOUT 8 MILES
 ME2541'NORTHWEST OF RENSSELAER AND ON THE NORTHEAST SIDE OF THE MONON
 ME2541'RAILROAD.  IT IS 229 FEET SOUTH OF STATE HIGHWAY 14, 69 FEET NORTH OF
 ME2541'A TELEPHONE POLE, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ME2541'RAILROAD AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 ME2541'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RENSSELAER NW. BASE
 ME2541'1947.
 ME2541'
 ME2541'REFERENCE MARK NO. 1 IS 104.15 FEET NORTHEAST OF THE STATION.  IT IS
 ME2541'146 FEET SOUTH OF STATE HIGHWAY 14, 44 FEET SOUTHWEST OF THE SOUTHWEST
 ME2541'CORNER OF A RED BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE
 ME2541'DISK IS STAMPED RENSSELAER NW BASE NO 1 1947.
 ME2541'
 ME2541'REFERENCE MARK NO. 2 IS 100.72 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2541'86 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD AND 45 FEET
 ME2541'SOUTH OF A POWER POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 ME2541'IS STAMPED RENSSELAER NW BASE NO 2 1947.
 ME2541'
 ME2541'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION IN THE SOUTHEAST
 ME2541'ANGLE OF A GRAVEL ROAD.  IT IS 96 FEET SOUTH OF THE INTERSECTION OF
 ME2541'THE RAILROAD AND THE GRAVEL ROAD, 32 FEET EAST OF THE CENTER OF THE
 ME2541'ROAD, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD AND 2.5
 ME2541'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2541'AND THE DISK IS STAMPED RENSSELAER NW BASE 1947.
 ME2541'
 ME2541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND 53 AND
 ME2541'THE COURTHOUSE IN RENSSELAER GO EAST AND NORTH ON STATE HIGHWAY 53 FOR
 ME2541'6.3 MILES TO THE JUNCTION OF STATE HIGHWAY 14, TURN LEFT AND GO WEST
 ME2541'ON HIGHWAY 14 FOR 3.5 MILES TO A T-ROAD LEFT, CONTINUE WEST 0.1 MILE
 ME2541'TO THE MONON RAILROAD AND STATION AS DESCRIBED.
 ME2541'
 ME2541'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO SOUTH 0.3
 ME2541'MILE TO THE RAILROAD CROSSING AND THE AZIMUTH MARK AS DESCRIBED.
 ME2541'
 ME2541'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2541
 ME2541                          STATION RECOVERY (1952)
 ME2541
 ME2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2541'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2541'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2541'
 ME2541'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2541
 ME2541                          STATION RECOVERY (2008)
 ME2541
 ME2541'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME2541'RMS NOT SEARCHED FOR
 ME2541
 ME2541                          STATION RECOVERY (2012)
 ME2541
 ME2541'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2152 ***********************************************************************
 LB2152  DESIGNATION -  RENSSELAER SE BASE
 LB2152  PID         -  LB2152
 LB2152  STATE/COUNTY-  IN/JASPER
 LB2152  COUNTRY     -  US
 LB2152  USGS QUAD   -  RENSSELAER (2019)
 LB2152
 LB2152                         *CURRENT SURVEY CONTROL
 LB2152  ______________________________________________________________________
 LB2152* NAD 83(1997) POSITION- 40 58 02.28475(N) 087 10 49.50266(W)   ADJUSTED
 LB2152* NAVD 88 ORTHO HEIGHT -   216.9   (meters)      712.    (feet) VERTCON3
 LB2152  ______________________________________________________________________
 LB2152  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 LB2152  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 LB2152  HORZ ORDER      -  FIRST
 LB2152
 LB2152.The horizontal coordinates were established by classical geodetic methods
 LB2152.and adjusted by the National Geodetic Survey in May 1999.
 LB2152
 LB2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2152
 LB2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2152.GEOID18 height accuracy estimate available here.
 LB2152
 LB2152.Click photographs - Photos may exist for this station.
 LB2152
 LB2152.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2152
 LB2152. The following values were computed from the NAD 83(1997) position.
 LB2152
 LB2152;                    North         East     Units Scale Factor Converg.
 LB2152;SPC IN W     -   634,931.551   891,828.050   MT  0.99996749   -0 03 49.1
 LB2152;SPC IN W     - 2,083,104.60  2,925,939.19   sFT  0.99996749   -0 03 49.1
 LB2152;UTM  16      - 4,535,142.879   484,819.120   MT  0.99960284   -0 07 05.8
 LB2152
 LB2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2152!SPC IN W     -   0.99997123  x   0.99996749  =   0.99993872
 LB2152!UTM  16      -   0.99997123  x   0.99960284  =   0.99957408
 LB2152
 LB2152:                Primary Azimuth Mark                     Grid Az
 LB2152:SPC IN W     -  RENSSELAER SE BASE AZ MK                 328 52 27.8
 LB2152:UTM  16      -  RENSSELAER SE BASE AZ MK                 328 55 44.5
 LB2152
 LB2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8481935142(NAD 83)
 LB2152
 LB2152|---------------------------------------------------------------------|
 LB2152| PID    Reference Object                     Distance      Geod. Az  |
 LB2152|                                                           dddmmss.s |
 LB2152| LB2150 RENSSELAER MUNICIPAL TANK           APPROX. 3.8 KM 1442622.5 |
 LB2152| LB2155 RENSSELAER CO CTHSE CLOCKTOWER      APPROX. 4.3 KM 1443501.0 |
 LB2152| LB2156 RENSSELAER ST JOSEPH COLL TANK      APPROX. 5.6 KM 1595755.9 |
 LB2152| LB2153 RENSSELAER ST JOSEPH COLL STK       APPROX. 5.5 KM 1603803.9 |
 LB2152| LB2151 JASPER CO AIRPORT AIRWAY BCN        APPROX. 2.8 KM 1834937.8 |
 LB2152| CM4445 RENSSELAER SE BASE RM 1              27.008 METERS 19248     |
 LB2152| CM4446 RENSSELAER SE BASE RM 2              39.036 METERS 32830     |
 LB2152| CM4444 RENSSELAER SE BASE AZ MK                           3284838.7 |
 LB2152|---------------------------------------------------------------------|
 LB2152
 LB2152                          SUPERSEDED SURVEY CONTROL
 LB2152
 LB2152  NAD 83(1986)-  40 58 02.28958(N)    087 10 49.51203(W) AD(       ) 1
 LB2152  NAD 27      -  40 58 02.15670(N)    087 10 49.42500(W) AD(       ) 1
 LB2152  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG       
 LB2152
 LB2152.Superseded values are not recommended for survey control.
 LB2152
 LB2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2152.See file dsdata.pdf to determine how the superseded data were derived.
 LB2152
 LB2152_MARKER: DS = TRIANGULATION STATION DISK
 LB2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2152_STAMPING: RENSSELAER SE BASE 1947
 LB2152_MARK LOGO: CGS
 LB2152_PROJECTION: FLUSH
 LB2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2152+STABILITY: SURFACE MOTION
 LB2152
 LB2152  HISTORY     - Date     Condition        Report By
 LB2152  HISTORY     - 1947     MONUMENTED       CGS
 LB2152
 LB2152                          STATION DESCRIPTION
 LB2152
 LB2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2152'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF RENSSELAER ON THE
 LB2152'NORTHEAST SIDE OF THE MONON RAILROAD.  IT IS 41 FEET EAST OF THE
 LB2152'CENTER OF THE GRAVEL ROAD, 37 FEET NORTHEAST OF THE INTERSECTION OF
 LB2152'THE CENTERLINES OF THE RAILROAD AND THE GRAVEL CROSSROAD, 30 FEET
 LB2152'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS, 21 FEET
 LB2152'SOUTH OF A FENCE AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 LB2152'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED RENSSELAER SE
 LB2152'BASE 1947.
 LB2152'
 LB2152'REFERENCE MARK NO. 1 IS 88.61 FEET SOUTH OF THE STATION.  IT IS 23
 LB2152'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 21 FEET EAST OF
 LB2152'THE CENTER OF THE ROAD AND 2 FEET WEST OF A TELEPHONE POLE.  THE
 LB2152'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RENSSELAER SE
 LB2152'BASE NO 1 1947.
 LB2152'
 LB2152'REFERENCE MARK NO. 2 IS 128.07 FEET NORTHWEST OF THE STATION.  IT IS
 LB2152'29 FEET WEST OF THE CENTER OF THE ROAD, 21 FEET NORTHEAST OF THE
 LB2152'NORTHEAST RAIL OF THE RAILROAD TRACKS, 3 FEET NORTH OF A TELEPHONE
 LB2152'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2152'RENSSELAER SE BASE NO 2 1947.
 LB2152'
 LB2152'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION IN THE SOUTHWEST
 LB2152'ANGLE OF A GRAVEL ROAD AND THE RAILROAD TRACKS.  IT IS 40.5 FEET
 LB2152'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS 25 FEET SOUTH OF THE
 LB2152'CENTER OF THE ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.  THE
 LB2152'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RENSSELAER SE
 LB2152'BASE 1947.
 LB2152'
 LB2152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 114
 LB2152'AND THE COURTHOUSE IN RENSSELAER GO EAST AND NORTH ON HIGHWAY 53 FOR
 LB2152'2.3 MILES TO A CROSSROAD, TURN LEFT AND GO WEST 1.5 MILES TO A
 LB2152'T-ROAD LEFT *, TURN LEFT AND GO SOUTH 0.15 MILE TO THE RAILROAD
 LB2152'CROSSING AND STATION AS DESCRIBED.
 LB2152'
 LB2152'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST 0.1 MILE
 LB2152'TO THE RAILROAD CROSSING AND THE AZIMUTH MARK AS DESCRIBED.
 LB2152'
 LB2152'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2153 ***********************************************************************
 LB2153  DESIGNATION -  RENSSELAER ST JOSEPH COLL STK
 LB2153  PID         -  LB2153
 LB2153  STATE/COUNTY-  IN/JASPER
 LB2153  COUNTRY     -  US
 LB2153  USGS QUAD   -  RENSSELAER (2019)
 LB2153
 LB2153                         *CURRENT SURVEY CONTROL
 LB2153  ______________________________________________________________________
 LB2153* NAD 83(1997) POSITION- 40 55 13.79358(N) 087 09 31.43152(W)   ADJUSTED
 LB2153  ______________________________________________________________________
 LB2153  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 LB2153  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LB2153  HORZ ORDER      -  THIRD
 LB2153
 LB2153.The horizontal coordinates were established by classical geodetic methods
 LB2153.and adjusted by the National Geodetic Survey in May 1999.
 LB2153
 LB2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2153.GEOID18 height accuracy estimate available here.
 LB2153
 LB2153.Click photographs - Photos may exist for this station.
 LB2153
 LB2153.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2153
 LB2153. The following values were computed from the NAD 83(1997) position.
 LB2153
 LB2153;                    North         East     Units Scale Factor Converg.
 LB2153;SPC IN W     -   629,732.305   893,649.000   MT  0.99996716   -0 02 57.8
 LB2153;SPC IN W     - 2,066,046.74  2,931,913.43   sFT  0.99996716   -0 02 57.8
 LB2153;UTM  16      - 4,529,943.798   486,634.452   MT  0.99960220   -0 06 14.3
 LB2153
 LB2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8663429943(NAD 83)
 LB2153
 LB2153                          SUPERSEDED SURVEY CONTROL
 LB2153
 LB2153  NAD 83(1986)-  40 55 13.79895(N)    087 09 31.44130(W) AD(       ) 3
 LB2153  NAD 27      -  40 55 13.66100(N)    087 09 31.35900(W) AD(       ) 3
 LB2153
 LB2153.Superseded values are not recommended for survey control.
 LB2153
 LB2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2153.See file dsdata.pdf to determine how the superseded data were derived.
 LB2153
 LB2153_MARKER: 63 = STACK
 LB2153
 LB2153  HISTORY     - Date     Condition        Report By
 LB2153  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2153
 LB2153                          STATION DESCRIPTION
 LB2153
 LB2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2153'THIS IS AN INTERSECTION STATION.
 LB2153'
 LB2153'THE STATION IS LOCATED 1.0 MILE SOUTH OF THE CITY OF RENSSELAER AND
 LB2153'0.15 MILE WEST OF STATE HIGHWAY 53, ON THE GROUNDS OF THE ST. JOSEPH
 LB2153'COLLEGE.  IT IS CONSTRUCTED OF RED BRICK AND APPROXIMATELY 125 FEET
 LB2153'IN HEIGHT.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2156 ***********************************************************************
 LB2156  DESIGNATION -  RENSSELAER ST JOSEPH COLL TANK
 LB2156  PID         -  LB2156
 LB2156  STATE/COUNTY-  IN/JASPER
 LB2156  COUNTRY     -  US
 LB2156  USGS QUAD   -  RENSSELAER (2019)
 LB2156
 LB2156                         *CURRENT SURVEY CONTROL
 LB2156  ______________________________________________________________________
 LB2156* NAD 83(1997) POSITION- 40 55 12.09516(N) 087 09 27.69043(W)   ADJUSTED
 LB2156  ______________________________________________________________________
 LB2156  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 LB2156  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LB2156  HORZ ORDER      -  THIRD
 LB2156
 LB2156.The horizontal coordinates were established by classical geodetic methods
 LB2156.and adjusted by the National Geodetic Survey in May 1999.
 LB2156
 LB2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2156.GEOID18 height accuracy estimate available here.
 LB2156
 LB2156.Click photographs - Photos may exist for this station.
 LB2156
 LB2156.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2156
 LB2156. The following values were computed from the NAD 83(1997) position.
 LB2156
 LB2156;                    North         East     Units Scale Factor Converg.
 LB2156;SPC IN W     -   629,679.839   893,736.491   MT  0.99996715   -0 02 55.3
 LB2156;SPC IN W     - 2,065,874.61  2,932,200.47   sFT  0.99996715   -0 02 55.3
 LB2156;UTM  16      - 4,529,891.268   486,721.860   MT  0.99960217   -0 06 11.8
 LB2156
 LB2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8672129891(NAD 83)
 LB2156
 LB2156                          SUPERSEDED SURVEY CONTROL
 LB2156
 LB2156  NAD 83(1986)-  40 55 12.10034(N)    087 09 27.70022(W) AD(       ) 3
 LB2156  NAD 27      -  40 55 11.96000(N)    087 09 27.61800(W) AD(       ) 3
 LB2156
 LB2156.Superseded values are not recommended for survey control.
 LB2156
 LB2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2156.See file dsdata.pdf to determine how the superseded data were derived.
 LB2156
 LB2156_MARKER: 53 = ELEVATED TANK
 LB2156
 LB2156  HISTORY     - Date     Condition        Report By
 LB2156  HISTORY     - 1947     FIRST OBSERVED   CGS
 LB2156
 LB2156                          STATION DESCRIPTION
 LB2156
 LB2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2156'THIS IS AN INTERSECTION STATION.
 LB2156'
 LB2156'THE STATION IS LOCATED 1.0 MILE SOUTH OF RENSSELAER AND 0.1 MILE
 LB2156'WEST OF STATE HIGHWAY 53, ON THE GROUNDS OF THE ST. JOSEPH COLLEGE.
 LB2156'IT IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 150 FEET IN
 LB2156'HEIGHT AND IT IS PAINTED SILVER.  THE POINT OBSERVED ON WAS THE
 LB2156'BASE OF THE BALL ON THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2181 ***********************************************************************
 LA2181  DESIGNATION -  RESERVE
 LA2181  PID         -  LA2181
 LA2181  STATE/COUNTY-  IN/WABASH
 LA2181  COUNTRY     -  US
 LA2181  USGS QUAD   -  LAGRO (2019)
 LA2181
 LA2181                         *CURRENT SURVEY CONTROL
 LA2181  ______________________________________________________________________
 LA2181* NAD 83(1997) POSITION- 40 48 44.94852(N) 085 43 02.38878(W)   ADJUSTED
 LA2181* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LA2181  ______________________________________________________________________
 LA2181  GEOID HEIGHT    -        -34.197 (meters)                     GEOID18
 LA2181  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 LA2181  HORZ ORDER      -  THIRD
 LA2181
 LA2181.The horizontal coordinates were established by classical geodetic methods
 LA2181.and adjusted by the National Geodetic Survey in May 1999.
 LA2181
 LA2181.The orthometric height was scaled from a topographic map.
 LA2181
 LA2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2181.GEOID18 height accuracy estimate available here.
 LA2181
 LA2181.Click photographs - Photos may exist for this station.
 LA2181
 LA2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2181
 LA2181. The following values were computed from the NAD 83(1997) position.
 LA2181
 LA2181;                    North         East     Units Scale Factor Converg.
 LA2181;SPC IN E     -   617,736.269    95,725.498   MT  0.99996689   -0 01 59.2
 LA2181;SPC IN E     - 2,026,689.74    314,059.40   sFT  0.99996689   -0 01 59.2
 LA2181;UTM  16      - 4,518,733.042   608,180.971   MT  0.99974404   +0 50 18.3
 LA2181
 LA2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2181!SPC IN E     -   0.99996554  x   0.99996689  =   0.99993243
 LA2181!UTM  16      -   0.99996554  x   0.99974404  =   0.99970959
 LA2181
 LA2181:                Primary Azimuth Mark                     Grid Az
 LA2181:SPC IN E     -  LAGRO                                    358 45 00.7
 LA2181:UTM  16      -  LAGRO                                    357 52 43.2
 LA2181
 LA2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0818018733(NAD 83)
 LA2181
 LA2181|---------------------------------------------------------------------|
 LA2181| PID    Reference Object                     Distance      Geod. Az  |
 LA2181|                                                           dddmmss.s |
 LA2181| CC9993 RESERVE RM 1                         28.422 METERS 17000     |
 LA2181| CC9994 RESERVE RM 2                         29.527 METERS 26014     |
 LA2181| CC9992 RESERVE AZ MK                                      3514208.1 |
 LA2181| LA2182 LAGRO                               APPROX. 6.2 KM 3584301.5 |
 LA2181|---------------------------------------------------------------------|
 LA2181
 LA2181                          SUPERSEDED SURVEY CONTROL
 LA2181
 LA2181  NAD 83(1995)-  40 48 44.95151(N)    085 43 02.40106(W) AD(       ) 3
 LA2181  NAD 83(1986)-  40 48 44.95169(N)    085 43 02.40136(W) AD(       ) 3
 LA2181  NAD 27      -  40 48 44.79560(N)    085 43 02.46750(W) AD(       ) 3
 LA2181
 LA2181.Superseded values are not recommended for survey control.
 LA2181
 LA2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2181.See file dsdata.pdf to determine how the superseded data were derived.
 LA2181
 LA2181_MARKER: DS = TRIANGULATION STATION DISK
 LA2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2181_STAMPING: RESERVE 1948
 LA2181_MARK LOGO: CGS
 LA2181_PROJECTION: FLUSH
 LA2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2181+STABILITY: SURFACE MOTION
 LA2181
 LA2181  HISTORY     - Date     Condition        Report By
 LA2181  HISTORY     - 1948     MONUMENTED       CGS
 LA2181  HISTORY     - 1962     GOOD             FAS
 LA2181
 LA2181                          STATION DESCRIPTION
 LA2181
 LA2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2181'THE STATION IS LOCATED 6 MILES EAST OF WABASH, 6 MILES SOUTHWEST OF
 LA2181'ANDREWS AND 2 MILES SOUTH OF LAGRO AT THE ENTRANCE TO THE SALAMONIE
 LA2181'RIVER STATE FOREST IN A TRIANGLE PLOT OF GROUND FORMED BY THE ROAD TO
 LA2181'THE PARK.
 LA2181'
 LA2181'IT IS 59 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 59 FEET EAST OF
 LA2181'THE CENTER OF STATE HIGHWAY 524, 49 FEET SOUTH OF THE CENTER OF A
 LA2181'GRAVEL ROAD AND 21 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 LA2181'IS FLUSH AND THE DISK IS STAMPED RESERVE 1948.
 LA2181'
 LA2181'REFERENCE MARK NO. 1 IS 93.25 FEET SOUTH OF THE STATION.  IT IS 69
 LA2181'FEET EAST OF THE CENTER OF THE HIGHWAY AND 44 FEET SOUTH OF THE CENTER
 LA2181'OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED RESERVE
 LA2181'NO 1 1948.
 LA2181'
 LA2181'REFERENCE MARK NO. 2 IS 96.87 FEET WEST OF THE STATION.  IT IS 37 FEET
 LA2181'WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.
 LA2181'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RESERVE NO 2 1948.
 LA2181'
 LA2181'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION.  IT IS 43 FEET
 LA2181'WEST OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTH OF A POWER LINE POLE
 LA2181'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LA2181'DISK IS STAMPED RESERVE 1948.
 LA2181'
 LA2181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2181'HIGHWAY 524 IN THE NORTH SECTION OF LAGRO GO SOUTH ON HIGHWAY 524 FOR
 LA2181'2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 LA2181'0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2181'
 LA2181'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2181
 LA2181                          STATION RECOVERY (1962)
 LA2181
 LA2181'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1962
 LA2181'STATION RECOVERED AS DESCRIBED.  ALL MARKS AND AZIMUTH IN GOOD
 LA2181'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8501 ***********************************************************************
 AE8501  CBN         -  This is a Cooperative Base Network Control Station.
 AE8501  DESIGNATION -  RESSLER RESET
 AE8501  PID         -  AE8501
 AE8501  STATE/COUNTY-  IN/TIPTON
 AE8501  COUNTRY     -  US
 AE8501  USGS QUAD   -  TIPTON (2019)
 AE8501
 AE8501                         *CURRENT SURVEY CONTROL
 AE8501  ______________________________________________________________________
 AE8501* NAD 83(2011) POSITION- 40 18 13.81108(N) 086 02 52.13227(W)   ADJUSTED
 AE8501* NAD 83(2011) ELLIP HT-   231.858 (meters)        (06/27/12)   ADJUSTED
 AE8501* NAD 83(2011) EPOCH   -  2010.00
 AE8501* NAVD 88 ORTHO HEIGHT -   266.2   (meters)      873.    (feet) GPS OBS
 AE8501  ______________________________________________________________________
 AE8501  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8501  GEOID HEIGHT    -        -34.292 (meters)                     GEOID96
 AE8501  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 AE8501  NAD 83(2011) X  -    335,737.585 (meters)                     COMP
 AE8501  NAD 83(2011) Y  - -4,859,546.153 (meters)                     COMP
 AE8501  NAD 83(2011) Z  -  4,103,922.161 (meters)                     COMP
 AE8501  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 AE8501
 AE8501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8501  Standards:
 AE8501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8501  -------------------------------------------------------------------
 AE8501  NETWORK    0.67   1.35           0.32   0.20   0.69     -0.05724895
 AE8501  -------------------------------------------------------------------
 AE8501  Click here for local accuracies and other accuracy information.
 AE8501
 AE8501.The horizontal coordinates were established by GPS observations
 AE8501.and adjusted by the National Geodetic Survey in June 2012.
 AE8501
 AE8501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8501.been affixed to the stable North American tectonic plate. See 
 AE8501.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8501
 AE8501.The horizontal coordinates are valid at the epoch date displayed above
 AE8501.which is a decimal equivalence of Year/Month/Day.
 AE8501
 AE8501.The orthometric height was determined by GPS observations and a
 AE8501.high-resolution geoid model.
 AE8501
 AE8501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8501.GEOID18 height accuracy estimate available here.
 AE8501
 AE8501.Click photographs - Photos may exist for this station.
 AE8501
 AE8501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8501
 AE8501.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8501
 AE8501.The ellipsoidal height was determined by GPS observations
 AE8501.and is referenced to NAD 83.
 AE8501
 AE8501. The following values were computed from the NAD 83(2011) position.
 AE8501
 AE8501;                    North         East     Units Scale Factor Converg.
 AE8501;SPC IN E     -   561,323.477    67,598.071   MT  0.99997959   -0 14 47.6
 AE8501;SPC IN E     - 1,841,608.77    221,778.00   sFT  0.99997959   -0 14 47.6
 AE8501;UTM  16      - 4,461,915.917   580,917.497   MT  0.99968060   +0 36 57.4
 AE8501
 AE8501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8501!SPC IN E     -   0.99996363  x   0.99997959  =   0.99994322
 AE8501!UTM  16      -   0.99996363  x   0.99968060  =   0.99964424
 AE8501
 AE8501:                Primary Azimuth Mark                     Grid Az
 AE8501:SPC IN E     -  JACKSON                                  339 10 08.0
 AE8501:UTM  16      -  JACKSON                                  338 18 23.0
 AE8501
 AE8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8091761915(NAD 83)
 AE8501
 AE8501|---------------------------------------------------------------------|
 AE8501| PID    Reference Object                     Distance      Geod. Az  |
 AE8501|                                                           dddmmss.s |
 AE8501| CC9995 RESSLER RM                           13.030 METERS 11759     |
 AE8501| LB2467 JACKSON                             APPROX. 3.2 KM 3385520.4 |
 AE8501|---------------------------------------------------------------------|
 AE8501
 AE8501                          SUPERSEDED SURVEY CONTROL
 AE8501
 AE8501  NAD 83(2007)-  40 18 13.81115(N)    086 02 52.13319(W) AD(2002.00) 0
 AE8501  ELLIP H (02/10/07)  231.876  (m)                       GP(2002.00)    
 AE8501  NAD 83(1997)-  40 18 13.81098(N)    086 02 52.13275(W) AD(       ) B
 AE8501  ELLIP H (04/10/98)  231.907  (m)                       GP(       ) 4 1
 AE8501  NAD 83(1986)-  40 18 13.81506(N)    086 02 52.15134(W) AD(       ) 2
 AE8501
 AE8501.Superseded values are not recommended for survey control.
 AE8501
 AE8501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8501.See file dsdata.pdf to determine how the superseded data were derived.
 AE8501
 AE8501_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8501_STAMPING: RESSLER 1920 1982
 AE8501_MARK LOGO: NGS
 AE8501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8501+STABILITY: SURFACE MOTION
 AE8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8501+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 AE8501
 AE8501  HISTORY     - Date     Condition        Report By
 AE8501  HISTORY     - 1982     MONUMENTED       NGS
 AE8501  HISTORY     - 19820321 GOOD             NGS
 AE8501  HISTORY     - 19970812 GOOD             SEC
 AE8501  HISTORY     - 19980722 GOOD             WOOLPT
 AE8501
 AE8501                          STATION DESCRIPTION
 AE8501
 AE8501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (WFP)
 AE8501'THE STATION WAS RECOVERED WITH THE SURFACE DISK MISSING, BUT THE
 AE8501'UNDERGROUND DISK IN GOOD CONDITION.  THE ORIGINAL POINT WAS HELD AND A
 AE8501'NEW SURFACE MONUMENT ESTABLISHED AT THIS TIME.  THE REFERENCE MARK WAS
 AE8501'RECOVERED WITH ONE SIDE BROKEN OFF AND LEANING IN A NORTHERLY
 AE8501'DIRECTION BUT STILL SOLID IN THE GROUND.  THIS MONUMENT WAS REPAIRED
 AE8501'AND RE-ESTABLISHED AS A GOOD REFERENCE MONUMENT.  THE DISTANCE TO THE
 AE8501'REFERENCE MARK WAS FOUND TO BE SHORTER BY 0.04 METER, (0.13 FT) 0.14
 AE8501'OF A FOOT AND THE AZIMUTH DIRECTION WAS FOUND TO DIFFER BY ABOUT 7
 AE8501'MINUTES, 7 SECONDS BY WORKING AND INVERSE TO THE TIPTON TIPTON
 AE8501'COURTHOUSE CLOCK TOWER AND USING IT FOR AND INITIAL POINTING.  A NEW
 AE8501'TO REACH FOLLOWS.  THE STATION IS LOCATED ABOUT 1-1/8 MILES NORTH OF
 AE8501'THE TOWN OF TIPTON, INDIANA ALONG SIDE THE RAILROAD TRACK AND ON
 AE8501'RAILROAD PROPERTY.  TO REACH THE STATION FROM THE NORTHWEST CORNER OF
 AE8501'THE COURTHOUSE SQUARE IN TIPTON, GO NORTH ON MAIN ST FOR 1.5 MILES
 AE8501'(2.4 KM) TO A T-ROAD DIVISION RD.  TURN LEFT AND GO WEST FOR 0.35
 AE8501'MILES (0.56 KM) TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT AS
 AE8501'DESCRIBED.  THE STATION IS A STANDARD, NGS, DISK STAMPED---RESSLER
 AE8501'1920 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 AE8501'INCHES, 30 CM IN DIAMETER, PROJECTING, 6 INCHES.  THE STATION IS
 AE8501'LOCATED 12.802 METERS (42.001 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 AE8501'CENTER OF DIVISION RD, 15.850 METERS (52.001 FT) WEST FROM A UTILITY
 AE8501'POLE, 2.256 METERS (7.402 FT) EAST-NORTHEAST OF THE MOST EASTERLY RAIL
 AE8501'OF RAILROAD TRACK AND 0.853 METERS (2.799 FT) SOUTHWEST OF A METAL
 AE8501'WITNESS POST, 12.802 METERS (42.001 FT) WEST FROM AN IRON CORNER POST
 AE8501'FOR AND OLD FENCE LINE.  REFERENCE MARK, IS A STANDARD, CGS, DISK
 AE8501'STAMPED,---RESSLER 1920---, SET IN TO THE TOP OF A SQUARE CONCRETE
 AE8501'MONUMENT, 10 INCHES, 0.03 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 AE8501'STATION IS LOCATED 11.278 METERS (37.001 FT) EAST FROM THE EAST RAIL
 AE8501'OF RAILROAD TRACK, 5.852 METERS (19.199 FT) NORTH FROM THE APPROXIMATE
 AE8501'CENTER OF DIVISION RD, 3.536 METERS (11.601 FT) WEST FROM THE UTILITY
 AE8501'POLE AND 1.219 METERS (3.999 FT) SOUTH-SOUTHWEST FROM THE IRON FENCE
 AE8501'CORNER POST, AND 1.0 METERS (3.3 FT) LOWER THAN THE STATION.
 AE8501
 AE8501                          STATION RECOVERY (1997)
 AE8501
 AE8501'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8501'THE STATION IS 1 MILE (1.6 KM) NORTH OF TIPTON, 5.5 MILES (8.9 KM)
 AE8501'SOUTHEAST OF SHARPSVILLE AND 5.5 MILES (8.9 KM) SOUTHWEST OF WINDFALL.
 AE8501'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 28 AND
 AE8501'STATE HIGHWAY 19, GO NORTH ALONG STATE HIGHWAY 19 FOR 1.4 MILES (2.3
 AE8501'KM) TO A CROSSROAD (DIVISION ROAD).  TURN LEFT AND GO WEST ALONG
 AE8501'DIVISION ROAD FOR 0.4 MILES (0.6 KM) TO THE RAILROAD TRACKS CROSSING
 AE8501'THE ROAD, AND THE STATION ON THE RIGHT. OWNERSHIP--ON RIGHT-OF-WAY OF
 AE8501'THE NORFOLK AND SOUTHERN RAILROAD, MR. J.A. ERWIN, DIVISION
 AE8501'SUPERINTENDENT, 8111 NELSON ROAD, FORT WAYNE IN 46903, PHONE
 AE8501'219-493-5300.  THE STATION IS SET IN A ROUND CONCRETE MONUMENT.  IT IS
 AE8501'12.10 METERS (39.70 FT) NORTH OF THE CENTERLINE OF DIVISION ROAD, 6.80
 AE8501'METERS (22.31 FT) NORTHWEST OF NORTHWEST BOLT ON BASE OF RAILROAD
 AE8501'CROSSING GATE, 3.79 METERS (12.43 FT) SOUTHWEST OF NORTHWEST CORNER OF
 AE8501'METAL SIGNAL BOX AND 2.15 METERS (7.05 FT) EAST OF THE EAST RAIL OF
 AE8501'RAILROAD TRACK, ABOUT 0.2 METERS (0.7 FT) ABOVE GRADE.
 AE8501
 AE8501                          STATION RECOVERY (1998)
 AE8501
 AE8501'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 AE8501'RECOVERED AS DESCRIBED WOOLPERT LLP 1998 (JCB).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2658 ***********************************************************************
 LB2658  DESIGNATION -  REY
 LB2658  PID         -  LB2658
 LB2658  STATE/COUNTY-  IN/WHITE
 LB2658  COUNTRY     -  US
 LB2658  USGS QUAD   -  MONON (2019)
 LB2658
 LB2658                         *CURRENT SURVEY CONTROL
 LB2658  ______________________________________________________________________
 LB2658* NAD 83(1997) POSITION- 40 45 09.10424(N) 086 52 29.65017(W)   ADJUSTED
 LB2658* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2658  ______________________________________________________________________
 LB2658  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB2658  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 LB2658  HORZ ORDER      -  SECOND
 LB2658
 LB2658.The horizontal coordinates were established by classical geodetic methods
 LB2658.and adjusted by the National Geodetic Survey in May 1999.
 LB2658
 LB2658.The orthometric height was scaled from a topographic map.
 LB2658
 LB2658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2658.GEOID18 height accuracy estimate available here.
 LB2658
 LB2658.Click photographs - Photos may exist for this station.
 LB2658
 LB2658.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2658
 LB2658. The following values were computed from the NAD 83(1997) position.
 LB2658
 LB2658;                    North         East     Units Scale Factor Converg.
 LB2658;SPC IN W     -   611,097.976   917,601.184   MT  0.99997048   +0 08 09.8
 LB2658;SPC IN W     - 2,004,910.61  3,010,496.55   sFT  0.99997048   +0 08 09.8
 LB2658;UTM  16      - 4,511,293.545   510,560.117   MT  0.99960137   +0 04 54.0
 LB2658
 LB2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2658!SPC IN W     -   0.99997205  x   0.99997048  =   0.99994253
 LB2658!UTM  16      -   0.99997205  x   0.99960137  =   0.99957343
 LB2658
 LB2658:                Primary Azimuth Mark                     Grid Az
 LB2658:SPC IN W     -  MONON                                    358 28 07.0
 LB2658:UTM  16      -  MONON                                    358 31 22.8
 LB2658
 LB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1056011293(NAD 83)
 LB2658
 LB2658|---------------------------------------------------------------------|
 LB2658| PID    Reference Object                     Distance      Geod. Az  |
 LB2658|                                                           dddmmss.s |
 LB2658| CC9996 REY AZ MK                                          0082144.0 |
 LB2658| LB2660 REYNOLDS MUNICIPAL TANK              17.628 METERS 05008     |
 LB2658| CC9998 REY RM 2                             19.411 METERS 07154     |
 LB2658| CC9999 REY RM 3                             21.761 METERS 34553     |
 LB2658| CC9997 REY RM 1                             21.708 METERS 34553     |
 LB2658| LB2670 MONON                               APPROX. 8.6 KM 3583616.8 |
 LB2658|---------------------------------------------------------------------|
 LB2658
 LB2658                          SUPERSEDED SURVEY CONTROL
 LB2658
 LB2658  NAD 83(1986)-  40 45 09.11015(N)    086 52 29.65994(W) AD(       ) 2
 LB2658  NAD 27      -  40 45 08.96730(N)    086 52 29.60150(W) AD(       ) 2
 LB2658
 LB2658.Superseded values are not recommended for survey control.
 LB2658
 LB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2658.See file dsdata.pdf to determine how the superseded data were derived.
 LB2658
 LB2658_MARKER: DS = TRIANGULATION STATION DISK
 LB2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2658_STAMPING: REY 1948
 LB2658_MARK LOGO: CGS
 LB2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2658+STABILITY: SURFACE MOTION
 LB2658
 LB2658  HISTORY     - Date     Condition        Report By
 LB2658  HISTORY     - 1948     MONUMENTED       CGS
 LB2658  HISTORY     - 1977     GOOD             NGS
 LB2658  HISTORY     - 20050119 MARK NOT FOUND   BFSINC
 LB2658  HISTORY     - 20080220 GOOD             ACCU
 LB2658
 LB2658                          STATION DESCRIPTION
 LB2658
 LB2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2658'STATION IS LOCATED ABOUT 0.2 MILE NORTH OF THE JUNCTION OF U. S.
 LB2658'HIGHWAY 24 AND STATE HIGHWAY 43 IN THE VILLAGE OF REYNOLDS NEAR THE
 LB2658'MUNICIPAL WATER TANK.  IT IS 55 FEET SOUTHWEST OF THE STANDPIPE ON
 LB2658'WATER TANK, 45 FEET EAST OF CENTER OF HIGHWAY 43, 43 FEET NORTH OF
 LB2658'CENTER OF AN EAST-WEST GRAVEL STREET AND 7 FEET NORTHWEST OF A
 LB2658'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB2658'IS STAMPED REY 1948.
 LB2658'
 LB2658'REFERENCE MARK NO. 1 IS 71.22 FEET NORTHWEST OF STATION.  IT IS 67
 LB2658'FEET NORTHWEST OF STANDPIPE AND 38 FEET EAST OF CENTER OF HIGHWAY
 LB2658'43.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED REY NO
 LB2658'1 1948.
 LB2658'
 LB2658'REFERENCE MARK NO. 2 IS 63.67 FEET NORTHEAST OF STATION.  IT IS 108
 LB2658'FEET EAST OF CENTER OF HIGHWAY 43 AND 60 FEET NORTH OF CENTER OF AN
 LB2658'EAST-WEST GRAVEL STREET.  THE DISK IS SET IN THE CEMENT FOUNDATION
 LB2658'OF THE SOUTHEAST LEG OF WATER TANK, AND IS STAMPED REY NO 2 1948.
 LB2658'
 LB2658'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 63 FEET WEST OF THE
 LB2658'WEST RAIL OF THE MONON RAILROAD, 29 FEET EAST OF CENTER OF STATE
 LB2658'HIGHWAY 43, 2 FEET NORTHWEST OF A CORNER POST AND 1 FOOT WEST OF A
 LB2658'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB2658'IS STAMPED REY 1948.
 LB2658'
 LB2658'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 43 FOR 0.3
 LB2658'MILE TO AZIMUTH MARK ON RIGHT OR EAST OF HIGHWAY AS DESCRIBED.
 LB2658'
 LB2658'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2658
 LB2658                          STATION RECOVERY (1977)
 LB2658
 LB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LB2658'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 LB2658'CONDITION.  REFERENCE MARK 1 WAS FOUND TILTING BADLY TO THE NORTH
 LB2658'AND ABOUT OUT OF THE GROUND, THE DISK WAS SALVAGED AND THE MONUMENT
 LB2658'WAS SET BACK IN THE GROUND IN AN UPRIGHT POSITION AND REFERENCE
 LB2658'MARK 3 WAS ESTABLISHED IN THE SAME MONUMENT.  THE DISTANCE TO
 LB2658'REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK WAS NOT VISIBLE AS
 LB2658'BUILDINGS ARE NOW ON LINE.  THERE WAS NO OBJECT VISIBLE TO
 LB2658'ESTABLISH A NEW AZIMUTH MARK FROM.
 LB2658'
 LB2658'THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION WITH THE
 LB2658'ADDITION.
 LB2658'
 LB2658'REFERENCE MARK 3 IS 37 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LB2658'43, 22.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A METAL TOOL
 LB2658'SHED, 22.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SHED AND 1
 LB2658'FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 LB2658'INCHES AND THE DISK IS STAMPED REY 1948 NO 3 1977.
 LB2658'
 LB2658'A METAL WITNESS POST WAS SET 1-FOOT SOUTH OF THE STATION MARK.
 LB2658'
 LB2658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT REYNOLDS.
 LB2658'
 LB2658'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2658
 LB2658                          STATION RECOVERY (2005)
 LB2658
 LB2658'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2658'MARK APPARENTLY DESTROYED BY DRIVEWAY CONSTRUCTION.  REFERENCE MARKER
 LB2658'2 FOUND IN GOOD CONDITION.
 LB2658
 LB2658                          STATION RECOVERY (2008)
 LB2658
 LB2658'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 LB2658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2659 ***********************************************************************
 LB2659  DESIGNATION -  REYNOLDS
 LB2659  PID         -  LB2659
 LB2659  STATE/COUNTY-  IN/WHITE
 LB2659  COUNTRY     -  US
 LB2659  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB2659
 LB2659                         *CURRENT SURVEY CONTROL
 LB2659  ______________________________________________________________________
 LB2659* NAD 83(1997) POSITION- 40 45 05.91969(N) 086 50 31.87864(W)   ADJUSTED
 LB2659* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2659  ______________________________________________________________________
 LB2659  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 LB2659  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LB2659  HORZ ORDER      -  FIRST
 LB2659
 LB2659.The horizontal coordinates were established by classical geodetic methods
 LB2659.and adjusted by the National Geodetic Survey in May 1999.
 LB2659
 LB2659.The orthometric height was scaled from a topographic map.
 LB2659
 LB2659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2659.GEOID18 height accuracy estimate available here.
 LB2659
 LB2659.Click photographs - Photos may exist for this station.
 LB2659
 LB2659.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2659
 LB2659. The following values were computed from the NAD 83(1997) position.
 LB2659
 LB2659;                    North         East     Units Scale Factor Converg.
 LB2659;SPC IN W     -   611,006.821   920,364.059   MT  0.99997177   +0 09 26.7
 LB2659;SPC IN W     - 2,004,611.55  3,019,561.08   sFT  0.99997177   +0 09 26.7
 LB2659;UTM  16      - 4,511,199.801   513,321.884   MT  0.99960218   +0 06 10.9
 LB2659
 LB2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2659!SPC IN W     -   0.99997206  x   0.99997177  =   0.99994383
 LB2659!UTM  16      -   0.99997206  x   0.99960218  =   0.99957425
 LB2659
 LB2659:                Primary Azimuth Mark                     Grid Az
 LB2659:SPC IN W     -  REYNOLDS RM 3                            030 59 02.0
 LB2659:UTM  16      -  REYNOLDS RM 3                            031 02 17.8
 LB2659
 LB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1332111199(NAD 83)
 LB2659
 LB2659|---------------------------------------------------------------------|
 LB2659| PID    Reference Object                     Distance      Geod. Az  |
 LB2659|                                                           dddmmss.s |
 LB2659| CD1102 REYNOLDS RM 1                        28.510 METERS 02605     |
 LB2659| CD1104 REYNOLDS RM 3                                      0310828.7 |
 LB2659| LB2661 MONTICELLO N IND PUB SERV MAST      APPROX. 6.4 KM 0871621.2 |
 LB2659| LB2642 MONTICELLO CONDO JUNK YARD STK      APPROX. 6.7 KM 0924856.6 |
 LB2659| LB2643 MONTICELLO MUNICIPAL STANDPIPE      APPROX. 6.9 KM 0932803.0 |
 LB2659| LB2640 MONTICELLO CO CTHSE CLOCKTOWER      APPROX. 6.8 KM 0960437.2 |
 LB2659| LB2645 CHALMERS MUNICIPAL TANK             APPROX.10.1 KM 1921340.5 |
 LB2659| CD1101 REYNOLDS AZ MK                                     2254629.6 |
 LB2659| LB2660 REYNOLDS MUNICIPAL TANK             APPROX. 2.8 KM 2721732.1 |
 LB2659| LB2055 T 28                                117.131 METERS 27643     |
 LB2659| CD1103 REYNOLDS RM 2                        25.972 METERS 28912     |
 LB2659|---------------------------------------------------------------------|
 LB2659
 LB2659                          SUPERSEDED SURVEY CONTROL
 LB2659
 LB2659  NAD 83(1986)-  40 45 05.92556(N)    086 50 31.88897(W) AD(       ) 1
 LB2659  NAD 27      -  40 45 05.78260(N)    086 50 31.83630(W) AD(       ) 1
 LB2659
 LB2659.Superseded values are not recommended for survey control.
 LB2659
 LB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2659.See file dsdata.pdf to determine how the superseded data were derived.
 LB2659
 LB2659_MARKER: DS = TRIANGULATION STATION DISK
 LB2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2659_STAMPING: REYNOLDS 1948
 LB2659_MARK LOGO: CGS
 LB2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2659+STABILITY: SURFACE MOTION
 LB2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2659+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 LB2659
 LB2659  HISTORY     - Date     Condition        Report By
 LB2659  HISTORY     - 1948     MONUMENTED       CGS
 LB2659  HISTORY     - 1955     GOOD             CGS
 LB2659  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LB2659  HISTORY     - 1973     GOOD             NGS
 LB2659  HISTORY     - 20050119 GOOD             BFSINC
 LB2659  HISTORY     - 20080220 GOOD             ACCU
 LB2659
 LB2659                          STATION DESCRIPTION
 LB2659
 LB2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2659'STATION IS LOCATED ABOUT 6 MILES NORTH OF CHALMERS, 4 MILES WEST OF
 LB2659'MONTICELLO AND 2 MILES EAST OF REYNOLDS.  IT IS 46 FEET SOUTH OF THE
 LB2659'SOUTH RAIL OF THE PENNSYLVANIA RAILROAD, 5 FEET EAST OF A WHITE
 LB2659'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2659'2 INCHES AND THE DISK IS STAMPED REYNOLDS 1948.
 LB2659'
 LB2659'REFERENCE MARK NO. 1 IS 93.52 FEET NORTHEAST OF STATION.  IT IS 38
 LB2659'FEET NORTH OF THE NORTH RAIL OF RAILROAD AND 27 FEET SOUTH OF CENTER
 LB2659'OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2659'STAMPED REYNOLDS NO 1 1948.
 LB2659'
 LB2659'REFERENCE MARK NO. 2 IS 85.23 FEET WEST OF STATION.  IT IS 24 FEET
 LB2659'SOUTH OF THE SOUTH RAIL OF RAILROAD AND 15 FEET EAST OF A TELEPHONE
 LB2659'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2659'REYNOLDS NO 2 1948.
 LB2659'
 LB2659'T 28 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 384.3 FEET
 LB2659'WEST OF STATION, 68 FEET WEST OF CENTER OF A GRAVEL ROAD, 43 FEET
 LB2659'NORTH OF CENTER OF A GRAVEL ROAD AND 19 FEET SOUTH OF THE SOUTH
 LB2659'RAIL OF THE RAILROAD.  THE MARK IS A 5 X 5 INCH CONCRETE POST WHICH
 LB2659'PROJECTS ABOUT 6 INCHES AND THE DISK IS A STANDARD USC AND GS
 LB2659'BM DISK STAMPED T 28 1934.
 LB2659'
 LB2659'AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF STATION.  IT IS 51 FEET
 LB2659'SOUTHWEST OF THE INTERSECTION OF U. S. HIGHWAY 24 AND A CROSS GRAVEL
 LB2659'ROAD, 29 FEET WEST OF CENTER OF GRAVEL ROAD, 2 FEET NORTHWEST OF A
 LB2659'WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK
 LB2659'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED REYNOLDS 1948.
 LB2659'
 LB2659'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2659'HIGHWAY 39 IN MONTICELLO, GO WEST ON HIGHWAY 24 FOR 4.6 MILES TO A
 LB2659'CROSS GRAVEL ROAD AND AZIMUTH MARK IN SOUTHWEST CORNER AS
 LB2659'DESCRIBED.  TURN RIGHT ON GRAVEL ROAD AND GO NORTH FOR 0.3 MILE TO
 LB2659'SHARP CURVE RIGHT, TURN RIGHT AND GO EAST FOR 0.3 MILE TO T
 LB2659'INTERSECTION, TURN LEFT AND GO ABOUT 100 FEET TO RAILROAD, TURN
 LB2659'RIGHT ALONG SOUTH SIDE OF RAILROAD AND GO EAST ABOUT 100 YARDS TO TOP
 LB2659'OF KNOLL AND STATION AS DESCRIBED.
 LB2659'
 LB2659'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2659
 LB2659                          STATION RECOVERY (1955)
 LB2659
 LB2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2659'THE STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK RECOVERED
 LB2659'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1955 OBSERVATIONS
 LB2659'CHECKED WITH THE 1948 OBSERVATIONS.  THERE WAS A SLIGHT DESCREPANCY
 LB2659'IN THE DISTANCE TO THE REFERENCE MARKS.
 LB2659'
 LB2659'BENCH MARK T 28 WAS NOT RECOVERED, DUE TO HIGHWAY CONSTRUCTION IT WAS
 LB2659'DESTROYED.
 LB2659'
 LB2659'THE ORIGINAL DESCRIPTION SUBMITTED BY R. C. BOLSTAD IN 1948 IS
 LB2659'ADEQUATE.
 LB2659'
 LB2659'HEIGHT OF LIGHT ABOVE GROUND, 34 METERS.
 LB2659
 LB2659                          STATION RECOVERY (1972)
 LB2659
 LB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2659'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 LB2659'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 LB2659'LEANING AND THE UNDERGROUND POINT WAS HELD.  SINCE THERE IS GRADING
 LB2659'IN THE AREA THE STATION MARKS WERE LOWERED AT THE REQUEST OF
 LB2659'FARMER.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A
 LB2659'LARGE METAL BUILDING.  THE LINE OF SIGHT TO THE WATER TANK IS
 LB2659'OBSTRUCTED BY 2 TREES.  THE DISTANCE TO THE REFERENCE MARKS
 LB2659'CHECKED WITH THE 1948 DISTANCE AS DID THE DIRECTION BETWEEN
 LB2659'THEM.  A NEW DESCRIPTION FOLLOWS--
 LB2659'
 LB2659'THE STATION IS LOCATED ABOUT 4 MILES WEST OF MONTICELLO, 46 FEET
 LB2659'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 72 FEET NORTHEAST OF THE
 LB2659'NORTHEAST CORNER OF A LARGE METAL BUILDING, 133 FEET WEST OF A
 LB2659'FENCE CORNER, 326 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.  THE
 LB2659'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED REYNOLD 1948 1972.
 LB2659'
 LB2659'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 421
 LB2659'AT REYNOLDS, GO EAST ON HIGHWAY 24 FOR 1.3 MILES TO A PAVED
 LB2659'CROSSROAD AND THE AZIMUTH MARK, TURN LEFT AND GO NORTH ON THE PAVED
 LB2659'ROAD FOR 0.3 MILE TO A CURVE RIGHT.  KEEP RIGHT AND GO EAST FOR
 LB2659'0.2 MILE TO A T-ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 LB2659'
 LB2659'REFERENCE MARK 1 IS 38 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LB2659'AND 27 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD.  THE MONUMENT
 LB2659'PROJECTS 4 INCHES AND THE DISK IS STAMPED REYNOLDS NO 1 1948.
 LB2659'
 LB2659'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE SOUTH RAIL AND 60 FEET
 LB2659'NORTHEAST OF THE NORTHWEST CORNER OF THE METAL BUILDING.  THE
 LB2659'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED REYNOLDS NO 2
 LB2659'1948.
 LB2659'
 LB2659'THE AZIMUTH MARK IS 51 FEET SOUTHWEST OF THE INTERSECTION AND 29 FEET
 LB2659'WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS FLUSH AND
 LB2659'THE DISK IS STAMPED REYNOLDS 1948.
 LB2659'
 LB2659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE EAST
 LB2659'OF REYNOLDS.
 LB2659'
 LB2659'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2659
 LB2659                          STATION RECOVERY (1973)
 LB2659
 LB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LB2659'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS DESCRIBED IN THE 1972
 LB2659'RECOVERY NOTE.  THE STATION WAS OCCUPIED AT THIS TIME TO SET A NEW
 LB2659'AZIMUTH MARK SINCE THE OLD ONE IS OBSTRUCTED BY A BUILDING.  THE
 LB2659'REC.  NOTE IS GOOD WITH THE FOLLOWING ADDITION OF THE NEW AZIMUTH
 LB2659'MARK.
 LB2659'
 LB2659'REFERENCE MARK 3 IS A STANDARD DISK STAMPED REYNOLDS 1948 NO 3 1973
 LB2659'SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST CORNER OF THE CONCRETE
 LB2659'BASE OF A SHORT METAL GRAIN BIN, 1 FOOT NORTH OF THE SOUTH EDGE OF
 LB2659'THE BASE, 1 FOOT EAST OF THE WEST EDGE OF THE BASE, 21 FEET
 LB2659'NORTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING.
 LB2659'
 LB2659'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON DIV. RD. FOR
 LB2659'0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO NORTH ON DIENER RD. FOR
 LB2659'35 MILE TO DIENER FEEDS ON THE RIGHT.  TURN RIGHT ON DRIVEWAY AND GO
 LB2659'EAST FOR ABOUT 0.05 MILE TO THE MARK.
 LB2659'
 LB2659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE EAST
 LB2659'OF REYNOLDS.
 LB2659'
 LB2659'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2659
 LB2659                          STATION RECOVERY (2005)
 LB2659
 LB2659'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2659'RECOVERED IN GOOD CONDITION.
 LB2659
 LB2659                          STATION RECOVERY (2008)
 LB2659
 LB2659'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 LB2659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2660 ***********************************************************************
 LB2660  DESIGNATION -  REYNOLDS MUNICIPAL TANK
 LB2660  PID         -  LB2660
 LB2660  STATE/COUNTY-  IN/WHITE
 LB2660  COUNTRY     -  US
 LB2660  USGS QUAD   -  MONON (2019)
 LB2660
 LB2660                         *CURRENT SURVEY CONTROL
 LB2660  ______________________________________________________________________
 LB2660* NAD 83(1997) POSITION- 40 45 09.47061(N) 086 52 29.07346(W)   ADJUSTED
 LB2660  ______________________________________________________________________
 LB2660  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB2660  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 LB2660  HORZ ORDER      -  THIRD
 LB2660
 LB2660.The horizontal coordinates were established by classical geodetic methods
 LB2660.and adjusted by the National Geodetic Survey in May 1999.
 LB2660
 LB2660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2660.GEOID18 height accuracy estimate available here.
 LB2660
 LB2660.Click photographs - Photos may exist for this station.
 LB2660
 LB2660.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2660
 LB2660. The following values were computed from the NAD 83(1997) position.
 LB2660
 LB2660;                    North         East     Units Scale Factor Converg.
 LB2660;SPC IN W     -   611,109.310   917,614.685   MT  0.99997048   +0 08 10.2
 LB2660;SPC IN W     - 2,004,947.79  3,010,540.85   sFT  0.99997048   +0 08 10.2
 LB2660;UTM  16      - 4,511,304.861   510,573.624   MT  0.99960138   +0 04 54.4
 LB2660
 LB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1057311304(NAD 83)
 LB2660
 LB2660                          SUPERSEDED SURVEY CONTROL
 LB2660
 LB2660  NAD 83(1986)-  40 45 09.47656(N)    086 52 29.08260(W) AD(       ) 3
 LB2660  NAD 27      -  40 45 09.33300(N)    086 52 29.02600(W) AD(       ) 3
 LB2660
 LB2660.Superseded values are not recommended for survey control.
 LB2660
 LB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2660.See file dsdata.pdf to determine how the superseded data were derived.
 LB2660
 LB2660_MARKER: 53 = ELEVATED TANK
 LB2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2660+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2010
 LB2660
 LB2660  HISTORY     - Date     Condition        Report By
 LB2660  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2660  HISTORY     - 1955     GOOD             CGS
 LB2660  HISTORY     - 20101227 GOOD             GEOCAC
 LB2660
 LB2660                          STATION DESCRIPTION
 LB2660
 LB2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2660'THIS IS AN INTERSECTION STATION.
 LB2660'
 LB2660'STATION IS LOCATED ABOUT 0.2 MILE NORTH OF THE JUNCTION OF U. S.
 LB2660'HIGHWAY 24 AND STATE HIGHWAY 43 IN THE VILLAGE OF REYNOLDS.  IT IS
 LB2660'75 FEET NORTH OF AN EAST-WEST GRAVEL STREET AND 70 FEET EAST OF
 LB2660'STATE HIGHWAY 43.  IT IS ABOUT 120 FEET HIGH, OF STEEL
 LB2660'CONSTRUCTION AND IS PAINTED BLACK.  POINT OF INTERSECTION WAS
 LB2660'THE BALL ON TOP OF TANK.
 LB2660
 LB2660                          STATION RECOVERY (1955)
 LB2660
 LB2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2660'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 LB2660'ADEQUATE.
 LB2660
 LB2660                          STATION RECOVERY (2010)
 LB2660
 LB2660'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 LB2660'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1604 ***********************************************************************
 MD1604  DESIGNATION -  RICE
 MD1604  PID         -  MD1604
 MD1604  STATE/COUNTY-  IN/HUNTINGTON
 MD1604  COUNTRY     -  US
 MD1604  USGS QUAD   -  LAUD (2019)
 MD1604
 MD1604                         *CURRENT SURVEY CONTROL
 MD1604  ______________________________________________________________________
 MD1604* NAD 83(1997) POSITION- 41 00 17.97221(N) 085 23 22.56293(W)   ADJUSTED
 MD1604* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 MD1604  ______________________________________________________________________
 MD1604  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 MD1604  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 MD1604  HORZ ORDER      -  FIRST
 MD1604
 MD1604.The horizontal coordinates were established by classical geodetic methods
 MD1604.and adjusted by the National Geodetic Survey in May 1999.
 MD1604
 MD1604.The orthometric height was scaled from a topographic map.
 MD1604
 MD1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1604.GEOID18 height accuracy estimate available here.
 MD1604
 MD1604.Click photographs - Photos may exist for this station.
 MD1604
 MD1604.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1604
 MD1604. The following values were computed from the NAD 83(1997) position.
 MD1604
 MD1604;                    North         East     Units Scale Factor Converg.
 MD1604;SPC IN E     -   639,149.567   123,308.464   MT  0.99997335   +0 10 54.4
 MD1604;SPC IN E     - 2,096,943.20    404,554.52   sFT  0.99997335   +0 10 54.4
 MD1604;UTM  16      - 4,540,560.193   635,429.333   MT  0.99982574   +1 03 24.4
 MD1604
 MD1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1604!SPC IN E     -   0.99996495  x   0.99997335  =   0.99993830
 MD1604!UTM  16      -   0.99996495  x   0.99982574  =   0.99979070
 MD1604
 MD1604:                Primary Azimuth Mark                     Grid Az
 MD1604:SPC IN E     -  RICE AZ MK                               249 36 13.8
 MD1604:UTM  16      -  RICE AZ MK                               248 43 43.8
 MD1604
 MD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3542940560(NAD 83)
 MD1604
 MD1604|---------------------------------------------------------------------|
 MD1604| PID    Reference Object                     Distance      Geod. Az  |
 MD1604|                                                           dddmmss.s |
 MD1604| CD1107 RICE RM 2                            32.071 METERS 07554     |
 MD1604| CD1105 RICE AZ MK                                         2494708.2 |
 MD1604| CD1106 RICE RM 1                            35.140 METERS 35939     |
 MD1604|---------------------------------------------------------------------|
 MD1604
 MD1604                          SUPERSEDED SURVEY CONTROL
 MD1604
 MD1604  NAD 83(1995)-  41 00 17.97372(N)    085 23 22.57008(W) AD(       ) 1
 MD1604  NAD 83(1986)-  41 00 17.97489(N)    085 23 22.57573(W) AD(       ) 1
 MD1604  NAD 27      -  41 00 17.80410(N)    085 23 22.66660(W) AD(       ) 1
 MD1604
 MD1604.Superseded values are not recommended for survey control.
 MD1604
 MD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1604.See file dsdata.pdf to determine how the superseded data were derived.
 MD1604
 MD1604_MARKER: DS = TRIANGULATION STATION DISK
 MD1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1604_STAMPING: RICE 1946
 MD1604_MARK LOGO: CGS
 MD1604_PROJECTION: RECESSED 30 CENTIMETERS
 MD1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1604+STABILITY: SURFACE MOTION
 MD1604
 MD1604  HISTORY     - Date     Condition        Report By
 MD1604  HISTORY     - 1946     MONUMENTED       CGS
 MD1604  HISTORY     - 1963     GOOD             CGS
 MD1604  HISTORY     - 1966     GOOD             CGS
 MD1604
 MD1604                          STATION DESCRIPTION
 MD1604
 MD1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1604'STATION IS LOCATED ABOUT 3 MILES NORTH OF ROANOKE, 4 MILES WEST OF
 MD1604'ABOITE, 13 MILES SOUTHWEST OF FORT WAYNE AND ON THE SOUTH SIDE OF
 MD1604'STATE HIGHWAY 114.  IT IS 71 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MD1604'22 FEET WEST OF A FENCE, 24 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 MD1604'LINE AND 30 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS ABOUT 12
 MD1604'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED RICE
 MD1604'1946.
 MD1604'
 MD1604'REFERENCE MARK NO. 1 IS 115.29 FEET NORTH OF THE STATION.  IT IS 46
 MD1604'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET SOUTH OF A FENCE.
 MD1604'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RICE NO 1
 MD1604'1946.
 MD1604'
 MD1604'REFERENCE MARK NO. 2 IS 105.22 FEET EAST OF THE STATION IN THE SOUTH
 MD1604'RIGHT-OF-WAY FENCE LINE OF HIGHWAY 114.  IT IS 46 FEET SOUTH OF THE
 MD1604'CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1604'IS STAMPED RICE NO 2 1946.
 MD1604'
 MD1604'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION ON THE EAST SIDE OF
 MD1604'A GRAVEL ROAD.  IT IS 17 FEET EAST OF THE CENTER OF THE ROAD, 2.5 FEET
 MD1604'SOUTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCELINE.  THE
 MD1604'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RICE 1946.
 MD1604'
 MD1604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 MD1604'HIGHWAY 114 ABOUT 13 MILES SOUTHWEST OF THE MAIN HIGHWAY JUNCTION IN
 MD1604'FORT WAYNE.  GO WEST ON STATE HIGHWAY 114 FOR 2.35 MILES TO THE
 MD1604'STATION ON THE LEFT.  CONTINUE STRAIGHT FOR 0.25 MILE TO A T-ROAD
 MD1604'LEFT, TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT JUST
 MD1604'BEFORE REACHING A WHITE HOUSE ON THE RIGHT.
 MD1604'
 MD1604'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 MD1604
 MD1604                          STATION RECOVERY (1963)
 MD1604
 MD1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1604'ABOUT 13 MILES AIR LINE SW OF THE HEART OF FORT WAYNE, 5.6 MILES SW
 MD1604'ALONG NO. 24 U. S.  HWY. FROM THE BRIDGE OVER SAME AT ITS 4-WAY
 MD1604'INTERCHANGE WITH NO. 69 U.S. INTERSTATE HWY., THENCE 2.4 MILES W ALONG
 MD1604'NO. 114 INDIANA HWY., ON CREST OF E ONE OF TWO 150-YARDS-APART RIDGES,
 MD1604'71 FEET S OF CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, 0.7 FOOT LOWER
 MD1604'THAN SAME, 40 FEET SW OF NO. T-88 TELEPHONE POLE, STANDARD DISKS
 MD1604'STAMPED RICE 1946, SET IN 1A AND 7A MARKS WITH THE UPPER MARK ONE FOOT
 MD1604'UNDERGROUND.
 MD1604'
 MD1604'REFERENCE STAMPED RICE NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1604'115.29 FEET OR 35.140 METERS N IN AZIMUTH 179 DEG 40 MIN FROM STATION,
 MD1604'116- 1/2 FEET W OF R.R.-RAIL FENCE CORNER POST, 44- 1/2 FEET N OF
 MD1604'CENTER LINE OF HWY., AND 2.0 FEET W OF STEEL WITNESS POST.
 MD1604'
 MD1604'REFERENCE STAMPED RICE NO 2 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD1604'105.22 FEET OR 32.071 METERS ENE IN AZIMUTH 255 DEG 54 MIN FROM
 MD1604'STATION, 74.7 FEET E OF NO. T-88 TELEPHONE POLE, 46 FEET S OF CENTER
 MD1604'LINE OF HWY., 13 FEET W OF PROJECTED PLANE OF FENCE LINE FROM N, AND
 MD1604'1.7 FEET E OF STEEL WITNESS POST.
 MD1604'
 MD1604'AZIMUTH MARK STAMPED RICE 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT
 MD1604'0.3 MILE WSW IN AZIMUTH 69 DEG 47 MIN 09.6 SEC FROM THE STATION, 0.1
 MD1604'MILES S OF ROAD T-INTERSECTION, ABOUT 10 YARDS SE OF CREST OF RIDGE,
 MD1604'64 FEET N OF PROJECTED CENTER LINE OF DRIVEWAY, 18 FEET E OF CENTER
 MD1604'LINE OF NO. 300 E COUNTY ROAD, 0.9 FOOT HIGHER THAN SAME, AND 1.5 FEET
 MD1604'N OF STEEL WITNESS POST.
 MD1604
 MD1604                          STATION RECOVERY (1966)
 MD1604
 MD1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1604'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MD1604'DUE TO CHANGES IN THE AREA, FOLLOWING IS A NEW AND COMPLETE
 MD1604'DESCRIPTION.
 MD1604'
 MD1604'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE ROUTE 114 ABOUT
 MD1604'13 MILES SOUTHWEST OF FORT WAYNE, 4 MILES WEST OF ABOITE, 3 MILES
 MD1604'NORTH OF ROANOKE, AND IN AN OLD CULTIVATED FIELD THAT HAS GROWN UP
 MD1604'WITH BRUSH.
 MD1604'
 MD1604'TO REACH THE JUNCTION OF U.S. HIGHWAY 24 AND STATE ROUTE 114 ABOUT 13
 MD1604'MILES SOUTHWEST OF FORT WAYNE, GO WEST ON STATE ROUTE 114 FOR 2.35
 MD1604'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1604'
 MD1604'THE STATION IS 71 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 MD1604'114, 40 FEET SOUTHWEST OF TELEPHONE POLE NO. T88 WITH A WHITE WITNESS
 MD1604'SIGN ATTACHED, 24 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1
 MD1604'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 MD1604'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT
 MD1604'14 IINCHES BELOW THE SURFACE OF THE FIELD AND THE DISK IS STAMPED RICE
 MD1604'1946.  NOTES 1A AND 7A.
 MD1604'
 MD1604'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY NORTH OF THE STATION, 104
 MD1604'FEET WEST OF A SOUTHWEST FENCE CORNER POST, 87 FEET WEST OF A
 MD1604'POWERLINE POLE, 44 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 MD1604'114, AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 MD1604'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 MD1604'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED RICE NO 1 1946.  NOTE
 MD1604'11A.
 MD1604'
 MD1604'REFERENCE MARK NO. 2 IS 75 FEET EAST OF TELEPHONE POLE NO. T88 WITH A
 MD1604'METAL WITNESS SIGN ATTACHED, 60 FEET WEST OF TELEPHONE POLE NO.  T87,
 MD1604'46 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 114, AND 1.7
 MD1604'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 MD1604'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 MD1604'INCHES AND THE DISK IS STAMPED RICE NO 2 1946.  NOTE 11A.
 MD1604'
 MD1604'DUE TO HEAVY TRAFFIC ALONG THE HIGHWAY, NO EFFORT WAS MADE TO MEASURE
 MD1604'BETWEEN THE REFERENCE MARKS.
 MD1604'
 MD1604'THE AZIMUTH MARK IS 17 FEET EAST OF THE APPROXIMATE CENTER OF A
 MD1604'GRAVELED ROAD, 2.5 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET WEST
 MD1604'OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 MD1604'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 MD1604'STAMPED RICE 1946.  NOTE 16A.
 MD1604'
 MD1604'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON STATE
 MD1604'ROUTE 114 FOR 0.25 MILE TO A GRAVELED T-ROAD LEFT, TURN LEFT AND GO
 MD1604'SOUTHERLY FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MD1604'
 MD1604'THIS WAS NOT AN OCCUPIED STATION.  AIRLINE DISTANCE AND DIRECTION FROM
 MD1604'NEAREST TOWN- 3 MILES NORTH OF ROANOKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1528 ***********************************************************************
 HA1528  DESIGNATION -  RICH
 HA1528  PID         -  HA1528
 HA1528  STATE/COUNTY-  IN/SPENCER
 HA1528  COUNTRY     -  US
 HA1528  USGS QUAD   -  RICHLAND CITY (2019)
 HA1528
 HA1528                         *CURRENT SURVEY CONTROL
 HA1528  ______________________________________________________________________
 HA1528* NAD 83(1997) POSITION- 37 57 43.44817(N) 087 10 06.33178(W)   ADJUSTED
 HA1528* NAVD 88 ORTHO HEIGHT -   116.    (meters)      381.    (feet) SCALED
 HA1528  ______________________________________________________________________
 HA1528  GEOID HEIGHT    -        -31.207 (meters)                     GEOID18
 HA1528  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 HA1528  HORZ ORDER      -  SECOND
 HA1528
 HA1528.The horizontal coordinates were established by classical geodetic methods
 HA1528.and adjusted by the National Geodetic Survey in May 1999.
 HA1528
 HA1528.The orthometric height was scaled from a topographic map.
 HA1528
 HA1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1528.GEOID18 height accuracy estimate available here.
 HA1528
 HA1528.Click photographs - Photos may exist for this station.
 HA1528
 HA1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1528
 HA1528. The following values were computed from the NAD 83(1997) position.
 HA1528
 HA1528;                    North         East     Units Scale Factor Converg.
 HA1528;SPC IN W     -   301,287.382   892,522.547   MT  0.99996736   -0 03 08.4
 HA1528;SPC IN W     -   988,473.69  2,928,217.72   sFT  0.99996736   -0 03 08.4
 HA1528;UTM  16      - 4,201,619.880   485,205.073   MT  0.99960270   -0 06 13.0
 HA1528
 HA1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1528!SPC IN W     -   0.99998671  x   0.99996736  =   0.99995407
 HA1528!UTM  16      -   0.99998671  x   0.99960270  =   0.99958942
 HA1528
 HA1528:                Primary Azimuth Mark                     Grid Az
 HA1528:SPC IN W     -  DEGONIA                                  352 52 06.1
 HA1528:UTM  16      -  DEGONIA                                  352 55 10.7
 HA1528
 HA1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8520501619(NAD 83)
 HA1528
 HA1528|---------------------------------------------------------------------|
 HA1528| PID    Reference Object                     Distance      Geod. Az  |
 HA1528|                                                           dddmmss.s |
 HA1528| CG9789 RICH AZ MK                                         0011215.3 |
 HA1528| CG9790 RICH RM 1                            36.991 METERS 03611     |
 HA1528| CG9791 RICH RM 2                            31.078 METERS 13714     |
 HA1528| JA1986 DEGONIA                             APPROX. 8.3 KM 3524857.7 |
 HA1528|---------------------------------------------------------------------|
 HA1528
 HA1528                          SUPERSEDED SURVEY CONTROL
 HA1528
 HA1528  NAD 83(1993)-  37 57 43.45048(N)    087 10 06.33202(W) AD(       ) 2
 HA1528  NAD 83(1986)-  37 57 43.45697(N)    087 10 06.33460(W) AD(       ) 2
 HA1528  NAD 27      -  37 57 43.28000(N)    087 10 06.32900(W) AD(       ) 2
 HA1528
 HA1528.Superseded values are not recommended for survey control.
 HA1528
 HA1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1528.See file dsdata.pdf to determine how the superseded data were derived.
 HA1528
 HA1528_MARKER: DS = TRIANGULATION STATION DISK
 HA1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1528_STAMPING: RICH 1945
 HA1528_MARK LOGO: CGS
 HA1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1528+STABILITY: SURFACE MOTION
 HA1528
 HA1528  HISTORY     - Date     Condition        Report By
 HA1528  HISTORY     - 1945     MONUMENTED       CGS
 HA1528  HISTORY     - 1965     GOOD             CGS
 HA1528  HISTORY     - 1965     GOOD             AIRSUR
 HA1528
 HA1528                          STATION DESCRIPTION
 HA1528
 HA1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1528'THE STATION IS LOCATED 1.1 MILES N OF RICHLAND CITY, ON THE LEFT SIDE
 HA1528'OF STATE HIGHWAY 161, 46 FEET W OF THE APPROXIMATE CENTER
 HA1528'OF STATE HIGHWAY 161, 40 FEET N OF A ROW OF SMALL TREES, AND 10 FEET
 HA1528'S OF A STANDARD WHITE WITNESS POST.
 HA1528'
 HA1528'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---RICH
 HA1528'1945---AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS A BRONZE STATION
 HA1528'DISK IN CONCRETE.
 HA1528'
 HA1528'REFERENCE MARK 1 IS 121.36 FEET NE OF STATION, 30 FEET S OF A
 HA1528'TELEPHONE POLE, 23.5 FEET E OF THE APPROXIMATE CENTER OF STATE
 HA1528'HIGHWAY 161, AND 1 FOOT W OF N-AND-S FENCE LINE.  IT IS A BRONZE
 HA1528'REFERENCE MARK IN CONCRETE, STAMPED---RICH NO. 1 1945---AND PROJECTS
 HA1528'4 INCHES.
 HA1528'
 HA1528'REFERENCE MARK 2 IS 101.96 FEET SE OF THE STATION, 23.5 FEET E OF THE
 HA1528'APPROXIMATE CENTER OF STATE HIGHWAY 161, AND 1 FOOT W OF N-AND-S
 HA1528'FENCE LINE.  IT IS A BRONZE REFERENCE MARK IN CONCRETE, STAMPED---RICH
 HA1528'NO. 2 1945---AND PROJECTS 5 INCHES.
 HA1528'
 HA1528'AZIMUTH MARK IS 0.6 MILE N OF STATION, 23.7 FEET W OF THE APPROXIMATE
 HA1528'CENTER OF STATE HIGHWAY 161, 3.4 FEET S OF A STANDARD WHITE
 HA1528'WITNESS POST, AND 1 FOOT S OF A FENCE CORNER.  IT IS A BRONZE AZIMUTH
 HA1528'DISK IN CONCRETE, STAMPED---RICH 1945---AND PROJECTS 3 INCHES.
 HA1528'
 HA1528'TO REACH THE STATION FROM THE LAKE STATE BANK IN RICHLAND CITY, GO N
 HA1528'ON STATE HIGHWAY 161 FOR 1.1 MILES TO STATION SITE ON LEFT AS
 HA1528'DESCRIBED.
 HA1528'
 HA1528'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT ON STATE
 HA1528'HIGHWAY 161 FOR 0.6 MILE TO MARK ON LEFT AS DESCRIBED.
 HA1528'
 HA1528'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1528
 HA1528                          STATION RECOVERY (1965)
 HA1528
 HA1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HA1528'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 HA1528'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PRESUMED
 HA1528'DESTROYED.  IF THE AZIMUTH MARK WAS IN PLACE IT WOULD TAKE
 HA1528'CONSIDERABLE CLEARING TO MAKE IT VISIBLE FROM THE GROUND AT THE
 HA1528'STATION.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME AS NO
 HA1528'OBJECTS WERE VISIBLE FROM THE GROUND.
 HA1528'
 HA1528'THE STATION MARK IS ON THE EAST SIDE OF A GROVE OF TREES, ABOUT 80
 HA1528'FEET NORTH OF THE SOUTH SIDE OF THE GROVE, 46 FEET WEST OF THE CENTER
 HA1528'LINE OF THE ROAD, 20 FEET WEST-NORTHWEST OF A TREE WITH A METAL
 HA1528'WITNESS SIGN NAILED TO IT AND 3 FEET EAST OF A TREE WITH TRIANGLE
 HA1528'BLAZE.
 HA1528'
 HA1528'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 HA1528'RECOVERY AND THE STATION IS 0.1 MILE NORTH OF CROSSROADS.
 HA1528
 HA1528                          STATION RECOVERY (1965)
 HA1528
 HA1528'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1528'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 HA1528'RECOVERED AND IS BELIEVED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2231 ***********************************************************************
 LA2231  DESIGNATION -  RICH VALLEY
 LA2231  PID         -  LA2231
 LA2231  STATE/COUNTY-  IN/WABASH
 LA2231  COUNTRY     -  US
 LA2231  USGS QUAD   -  RICHVALLEY (2019)
 LA2231
 LA2231                         *CURRENT SURVEY CONTROL
 LA2231  ______________________________________________________________________
 LA2231* NAD 83(1997) POSITION- 40 47 14.17870(N) 085 55 45.62686(W)   ADJUSTED
 LA2231* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LA2231  ______________________________________________________________________
 LA2231  GEOID HEIGHT    -        -34.239 (meters)                     GEOID18
 LA2231  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LA2231  HORZ ORDER      -  THIRD
 LA2231
 LA2231.The horizontal coordinates were established by classical geodetic methods
 LA2231.and adjusted by the National Geodetic Survey in May 1999.
 LA2231
 LA2231.The orthometric height was scaled from a topographic map.
 LA2231
 LA2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2231.GEOID18 height accuracy estimate available here.
 LA2231
 LA2231.Click photographs - Photos may exist for this station.
 LA2231
 LA2231.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2231
 LA2231. The following values were computed from the NAD 83(1997) position.
 LA2231
 LA2231;                    North         East     Units Scale Factor Converg.
 LA2231;SPC IN E     -   614,968.328    77,829.689   MT  0.99997271   -0 10 17.7
 LA2231;SPC IN E     - 2,017,608.59    255,346.24   sFT  0.99997271   -0 10 17.7
 LA2231;UTM  16      - 4,515,694.045   590,333.741   MT  0.99970044   +0 41 58.0
 LA2231
 LA2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2231!SPC IN E     -   0.99997025  x   0.99997271  =   0.99994296
 LA2231!UTM  16      -   0.99997025  x   0.99970044  =   0.99967070
 LA2231
 LA2231:                Primary Azimuth Mark                     Grid Az
 LA2231:SPC IN E     -  RICH VALLEY AZ MK                        325 21 52.9
 LA2231:UTM  16      -  RICH VALLEY AZ MK                        324 29 37.2
 LA2231
 LA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9033315694(NAD 83)
 LA2231
 LA2231|---------------------------------------------------------------------|
 LA2231| PID    Reference Object                     Distance      Geod. Az  |
 LA2231|                                                           dddmmss.s |
 LA2231| CD1109 RICH VALLEY RM 1                     23.144 METERS 09150     |
 LA2231| CD1110 RICH VALLEY RM 2                     23.117 METERS 19031     |
 LA2231| CD1108 RICH VALLEY AZ MK                                  3251135.2 |
 LA2231|---------------------------------------------------------------------|
 LA2231
 LA2231                          SUPERSEDED SURVEY CONTROL
 LA2231
 LA2231  NAD 83(1986)-  40 47 14.18260(N)    085 55 45.63934(W) AD(       ) 3
 LA2231  NAD 27      -  40 47 14.02670(N)    085 55 45.67520(W) AD(       ) 3
 LA2231
 LA2231.Superseded values are not recommended for survey control.
 LA2231
 LA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2231.See file dsdata.pdf to determine how the superseded data were derived.
 LA2231
 LA2231_MARKER: DS = TRIANGULATION STATION DISK
 LA2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2231_STAMPING: RICH VALLEY 1948
 LA2231_MARK LOGO: CGS
 LA2231_PROJECTION: FLUSH
 LA2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2231+STABILITY: SURFACE MOTION
 LA2231
 LA2231  HISTORY     - Date     Condition        Report By
 LA2231  HISTORY     - 1948     MONUMENTED       CGS
 LA2231
 LA2231                          STATION DESCRIPTION
 LA2231
 LA2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2231'THE STATION IS LOCATED 7 MILES EAST OF PERU, 5 MILES WEST OF WABASH
 LA2231'AND 0.5 MILE NORTHWEST OF RICH VALLEY ON PROPERTY OWNED BY MR. ARCH
 LA2231'BUTT.
 LA2231'
 LA2231'IT IS 47 FEET EAST OF A 20 INCH MAPLE TREE, 28 FEET SOUTH OF THE
 LA2231'CENTER OF A GRAVEL ROAD, 18 FEET SOUTHWEST OF A 12 INCH WALNUT TREE
 LA2231'AND 14 FEET SOUTH OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS
 LA2231'FLUSH AND THE DISK IS STAMPED RICH VALLEY 1948.
 LA2231'
 LA2231'REFERENCE MARK NO. 1 IS 75.93 FEET EAST OF THE STATION.  IT IS 45 FEET
 LA2231'NORTHWEST OF A 24 INCH ELM TREE, 33 FEET SOUTH OF THE CENTER OF THE
 LA2231'GRAVEL ROAD AND 19 FEET SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 6
 LA2231'INCHES AND THE DISK IS STAMPED RICH VALLEY NO 1 1948.
 LA2231'
 LA2231'REFERENCE MARK NO. 2 IS 75.84 FEET SOUTH OF THE STATION.  IT IS 48
 LA2231'FEET SOUTHEAST OF A 18 INCH MAPLE TREE AND 13 FEET WEST OF A 28 INCH
 LA2231'ASH TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RICH
 LA2231'VALLEY NO 2 1948.
 LA2231'
 LA2231'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 1 FOOT
 LA2231'SOUTH OF A GATEPOST AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 LA2231'IS FLUSH AND THE DISK IS STAMPED RICH VALLEY 1948.
 LA2231'
 LA2231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 LA2231'HIGHWAY 24 IN THE NORTH SECTION OF WABASH, GO WEST ON HIGHWAY 24 FOR
 LA2231'5.4 MILES TO A PAVED T-ROAD NORTH.  TURN RIGHT AND GO NORTH ON THE
 LA2231'PAVED ROAD FOR 0.4 MILE TO A GRAVEL T-ROAD WEST, TURN LEFT AND GO WEST
 LA2231'ON THE GRAVEL ROAD 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2231'
 LA2231'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVEL ROAD
 LA2231'FOR 0.15 MILE TO A GATE AND FARM LANE ON THE RIGHT.  TURN RIGHT AND GO
 LA2231'NORTH ON THE FARM LANE FOR 0.15 MILE TO GATE ON THE RIGHT ENTERING A
 LA2231'FIELD.  TURN RIGHT AND GO NORTHEAST ACROSS THE FIELD FOR 0.1 MILE TO
 LA2231'TOP OF HILL AND GATE AND THE AZIMUTH MARK AS DESCRIBED.
 LA2231'
 LA2231'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2564 ***********************************************************************
 LB2564  DESIGNATION -  RICHARDSON
 LB2564  PID         -  LB2564
 LB2564  STATE/COUNTY-  IN/BOONE
 LB2564  COUNTRY     -  US
 LB2564  USGS QUAD   -  HAZELRIGG (2019)
 LB2564
 LB2564                         *CURRENT SURVEY CONTROL
 LB2564  ______________________________________________________________________
 LB2564* NAD 83(1997) POSITION- 40 04 08.60971(N) 086 35 46.16932(W)   ADJUSTED
 LB2564* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 LB2564  ______________________________________________________________________
 LB2564  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB2564  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 LB2564  HORZ ORDER      -  FIRST
 LB2564
 LB2564.The horizontal coordinates were established by classical geodetic methods
 LB2564.and adjusted by the National Geodetic Survey in May 1999.
 LB2564
 LB2564.The orthometric height was scaled from a topographic map.
 LB2564
 LB2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2564.GEOID18 height accuracy estimate available here.
 LB2564
 LB2564.Click photographs - Photos may exist for this station.
 LB2564
 LB2564.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2564
 LB2564. The following values were computed from the NAD 83(1997) position.
 LB2564
 LB2564;                    North         East     Units Scale Factor Converg.
 LB2564;SPC IN W     -   535,299.018   941,558.531   MT  0.99998792   +0 18 49.0
 LB2564;SPC IN W     - 1,756,226.86  3,089,096.61   sFT  0.99998792   +0 18 49.0
 LB2564;UTM  16      - 4,435,500.178   534,437.118   MT  0.99961460   +0 15 35.9
 LB2564
 LB2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2564!SPC IN W     -   0.99996184  x   0.99998792  =   0.99994976
 LB2564!UTM  16      -   0.99996184  x   0.99961460  =   0.99957646
 LB2564
 LB2564:                Primary Azimuth Mark                     Grid Az
 LB2564:SPC IN W     -  RICHARDSON AZ MK                         173 29 50.4
 LB2564:UTM  16      -  RICHARDSON AZ MK                         173 33 03.5
 LB2564
 LB2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3443735500(NAD 83)
 LB2564
 LB2564|---------------------------------------------------------------------|
 LB2564| PID    Reference Object                     Distance      Geod. Az  |
 LB2564|                                                           dddmmss.s |
 LB2564| CD1112 RICHARDSON RM 1                      18.764 METERS 01522     |
 LB2564| LB2526 LEBANON BOONE CO CTHSE DOME         APPROX.11.1 KM 1020421.1 |
 LB2564| LB2528 LEBANON MUNICIPAL STANDPIPE         APPROX.11.4 KM 1035404.9 |
 LB2564| LB2525 LEBANON IND CONDEN MILK CO STK      APPROX.12.2 KM 1051245.7 |
 LB2564| CD1113 RICHARDSON RM 2                      36.488 METERS 16116     |
 LB2564| CD1111 RICHARDSON AZ MK                                   1734839.4 |
 LB2564| LB2566 COLFAX MUNICIPAL TANK               APPROX.15.1 KM 3364057.3 |
 LB2564| LB2562 INDIANAPOLIS CHICAGO AWY BN 14      APPROX.12.3 KM 3510820.5 |
 LB2564|---------------------------------------------------------------------|
 LB2564
 LB2564                          SUPERSEDED SURVEY CONTROL
 LB2564
 LB2564  NAD 83(1986)-  40 04 08.61649(N)    086 35 46.17793(W) AD(       ) 1
 LB2564  NAD 27      -  40 04 08.46600(N)    086 35 46.16700(W) AD(       ) 1
 LB2564
 LB2564.Superseded values are not recommended for survey control.
 LB2564
 LB2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2564.See file dsdata.pdf to determine how the superseded data were derived.
 LB2564
 LB2564_MARKER: DS = TRIANGULATION STATION DISK
 LB2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2564_STAMPING: RICHARDSON 1939
 LB2564_MARK LOGO: CGS
 LB2564_PROJECTION: RECESSED 30 CENTIMETERS
 LB2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2564+STABILITY: SURFACE MOTION
 LB2564
 LB2564  HISTORY     - Date     Condition        Report By
 LB2564  HISTORY     - 1939     MONUMENTED       CGS
 LB2564  HISTORY     - 1978     GOOD             LOCENG
 LB2564
 LB2564                          STATION DESCRIPTION
 LB2564
 LB2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB2564'THIS STATION IS LOCATED ABOUT 2.3 MILES BY ROAD NE OF DOVER, IN THE
 LB2564'SE CORNER OF A PASTURE LOT, ON THE N SIDE OF A GRAVEL ROAD, AND THE
 LB2564'NW ANGLE OF A T-ROAD INTERSECTION.  THE STATION MARK IS 101 FEET NW
 LB2564'OF THE CENTER LINE INTERSECTION OF THE ROADS, 20 FEET W OF THE E
 LB2564'FENCE LINE OF THE PASTURE, 81 FEET N OF THE S FENCE LINE, 94 FEET
 LB2564'N OF THE CENTER LINE OF THE EW GRAVEL ROAD.  THE MARK IS ON THE
 LB2564'PROPERTY OWNED BY MR. Z. O. RICHARDSON, WHO LIVES ABOUT 0.3
 LB2564'MILE N OF THE STATION.  IT IS SET 12 INCHES BELOW THE SURFACE.
 LB2564'
 LB2564'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LB2564'BRONZE DISKS SET IN CONCRETE.
 LB2564'
 LB2564'REFERENCE MARK NO. 1 IS NNE OF THE STATION, SET IN THE E FENCE
 LB2564'LINE OF THE PASTURE, 18 FEET W OF THE CENTER LINE OF THE NS GRAVEL
 LB2564'ROAD.  IT PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SSE OF THE
 LB2564'STATION, 19 FEET S OF THE CENTER LINE OF THE EW GRAVEL ROAD, 1
 LB2564'FOOT N OF THE FENCE LINE, 5 FEET E OF A FENCE CORNER.  THE MARK
 LB2564'PROJECTS 4 INCHES.
 LB2564'
 LB2564'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SSE OF THE STATION, SET
 LB2564'ON THE N BANK OF STATE HIGHWAY 32, 44 FEET N OF THE CENTER LINE,
 LB2564'10 FEET W OF A TELEPHONE POLE, NO. 319, 63 FEET W OF THE W FENCE
 LB2564'LINE OF A CULTIVATED FIELD.  THE MARK PROJECTS 4 INCHES.
 LB2564'
 LB2564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 LB2564'32 IN DOVER, GO E FOR 1.0 MILE TO A GRAVEL CROSSROAD.  (THE AZIMUTH
 LB2564'IS E OF THIS CROSS ROAD, ON THE N SIDE OF THE ROAD.) TURN N ON
 LB2564'THE GRAVEL ROAD AND GO 1.0 MILE TO A T-INTERSECTION, TURN RIGHT ON
 LB2564'GRAVEL ROAD AND GO 0.3 MILE TO THE T-ROAD LEFT AND THE STATION IN
 LB2564'THE NW ANGLE.
 LB2564'
 LB2564'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LB2564
 LB2564                          STATION RECOVERY (1978)
 LB2564
 LB2564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (KM)
 LB2564'RICHARDSON 1939 RECOVERED IN GOOD CONDITION - IS 22 FEET + OR - BELOW
 LB2564'SURFACE OF GROUND.
 LB2564'RICHARDSON 1939 (AZIM) RECOVERED IN GOOD CONDITION.
 LB2564'RICHARDSON NO 2 1939 RECOVERED IN GOOD CONDITION - 1 FOOT S. OF
 LB2564'FENCE.
 LB2564'NO 1 DESTROYED WHEN FENCE WAS REPLACED.
 LB2564'
 LB2564'PROPERTY NOW OWNED BY BILL HATHAWAY.  REFERENCES TO AZIM. MARK
 LB2564'S 60 DEG W 21.0 MIN TO TELE. JUNCTION BOX.
 LB2564'S 60 DEG E 9.7 MIN TO 14 INCH TREE.
 LB2564'N 90 DEG E 1.0 MIN TO WITNESS SIGN.
 LB2564'S 0 DEG E 43.0 MIN TO CENTERLINE ST. HWY. 32 AT E. EDGE OF TREE
 LB2564'ROW.
 LB2564'
 LB2564'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES NE OF DOVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2167 ***********************************************************************
 LB2167  DESIGNATION -  RICHLAND
 LB2167  PID         -  LB2167
 LB2167  STATE/COUNTY-  IN/BENTON
 LB2167  COUNTRY     -  US
 LB2167  USGS QUAD   -  WADENA (2019)
 LB2167
 LB2167                         *CURRENT SURVEY CONTROL
 LB2167  ______________________________________________________________________
 LB2167* NAD 83(1997) POSITION- 40 41 57.52069(N) 087 19 27.59827(W)   ADJUSTED
 LB2167* NAVD 88 ORTHO HEIGHT -   242.66  (+/-2cm)      796.1   (feet) VERTCON3
 LB2167  ______________________________________________________________________
 LB2167  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 LB2167  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 LB2167  HORZ ORDER      -  THIRD
 LB2167  VERT ORDER      -  THIRD ? (See Below)
 LB2167
 LB2167.The horizontal coordinates were established by classical geodetic methods
 LB2167.and adjusted by the National Geodetic Survey in May 1999.
 LB2167
 LB2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2167
 LB2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2167.GEOID18 height accuracy estimate available here.
 LB2167
 LB2167.The vertical order pertains to the NGVD 29 superseded value.
 LB2167
 LB2167.Click photographs - Photos may exist for this station.
 LB2167
 LB2167.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2167
 LB2167. The following values were computed from the NAD 83(1997) position.
 LB2167
 LB2167;                    North         East     Units Scale Factor Converg.
 LB2167;SPC IN W     -   605,195.461   879,632.263   MT  0.99997177   -0 09 25.8
 LB2167;SPC IN W     - 1,985,545.44  2,885,926.85   sFT  0.99997177   -0 09 25.8
 LB2167;UTM  16      - 4,505,429.209   472,599.504   MT  0.99960924   -0 12 41.4
 LB2167
 LB2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2167!SPC IN W     -   0.99996717  x   0.99997177  =   0.99993894
 LB2167!UTM  16      -   0.99996717  x   0.99960924  =   0.99957642
 LB2167
 LB2167:                Primary Azimuth Mark                     Grid Az
 LB2167:SPC IN W     -  RICHLAND AZ MK                           180 46 52.0
 LB2167:UTM  16      -  RICHLAND AZ MK                           180 50 07.6
 LB2167
 LB2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7259905429(NAD 83)
 LB2167
 LB2167|---------------------------------------------------------------------|
 LB2167| PID    Reference Object                     Distance      Geod. Az  |
 LB2167|                                                           dddmmss.s |
 LB2167| CM4452 RICHLAND RM 1                         8.283 METERS 08816     |
 LB2167| LB2170 FOWLER ILLINOIS CANNING CO STK      APPROX. 9.6 KM 1771223.5 |
 LB2167| LB2169 FOWLER MUNICIPAL STANDPIPE          APPROX. 9.4 KM 1774554.8 |
 LB2167| CM4451 RICHLAND AZ MK                                     1803726.2 |
 LB2167| CM4453 RICHLAND RM 2                         8.597 METERS 18258     |
 LB2167|---------------------------------------------------------------------|
 LB2167
 LB2167                          SUPERSEDED SURVEY CONTROL
 LB2167
 LB2167  NAD 83(1986)-  40 41 57.52778(N)    087 19 27.60753(W) AD(       ) 3
 LB2167  NAD 27      -  40 41 57.39280(N)    087 19 27.53460(W) AD(       ) 3
 LB2167  NGVD 29             242.72   (m)          796.3    (f) LEVELING    3  
 LB2167
 LB2167.Superseded values are not recommended for survey control.
 LB2167
 LB2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2167.See file dsdata.pdf to determine how the superseded data were derived.
 LB2167
 LB2167_MARKER: DS = TRIANGULATION STATION DISK
 LB2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2167_STAMPING: RICHLAND 1955
 LB2167_MARK LOGO: CGS
 LB2167_PROJECTION: FLUSH
 LB2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2167+STABILITY: SURFACE MOTION
 LB2167
 LB2167  HISTORY     - Date     Condition        Report By
 LB2167  HISTORY     - 1955     MONUMENTED       CGS
 LB2167
 LB2167                          STATION DESCRIPTION
 LB2167
 LB2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2167'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 55 ON THE
 LB2167'PROPERTY OF IRA BROUILETTE ABOUT 5-1/2 MILES NORTH OF FOWLER AND
 LB2167'ABOUT 5 MILES EAST OF EARL PARK.  IT IS 104 FEET SOUTHWEST OF THE
 LB2167'SOUTHWEST CORNER OF MR. BROUILETTES HOUSE, 46 FEET EAST OF THE
 LB2167'CENTER OF HIGHWAY 55, 16 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 15
 LB2167'FEET WEST OF A 16 INCH ENGLISH WALNUT TREE AND 2 FEET EAST OF A
 LB2167'FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2167'STAMPED RICHLAND 1955.
 LB2167'
 LB2167'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 LB2167'AND 12 FEET EAST OF THE WALNUT TREE.  THE MARK IS FLUSH AND THE DISK
 LB2167'IS STAMPED RICHLAND NO 1 1955.
 LB2167'
 LB2167'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF THE HIGHWAY,
 LB2167'44 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT EAST OF THE
 LB2167'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED RICHLAND NO 2
 LB2167'1955.
 LB2167'
 LB2167'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF HIGHWAY 55, 3 FEET
 LB2167'NORTH OF A WHITE WITNESS POST, 2 FEET NORTH OF A POWER LINE POLE AND
 LB2167'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2167'RICHLAND 1955.
 LB2167'
 LB2167'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2167'HIGHWAY 55 IN FOWLER, GO NORTH ON HIGHWAY 55 FOR 4.8 MILES TO THE
 LB2167'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON THE
 LB2167'HIGHWAY FOR 0.7 MILE TO A DRIVEWAY RIGHT AND THE STATION ON THE
 LB2167'RIGHT AS DESCRIBED.
 LB2167'
 LB2167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1139 ***********************************************************************
 JZ1139  DESIGNATION -  RICHMOND
 JZ1139  PID         -  JZ1139
 JZ1139  STATE/COUNTY-  IN/WAYNE
 JZ1139  COUNTRY     -  US
 JZ1139  USGS QUAD   -  RICHMOND (2019)
 JZ1139
 JZ1139                         *CURRENT SURVEY CONTROL
 JZ1139  ______________________________________________________________________
 JZ1139* NAD 83(1986) POSITION- 39 50 07.2    (N) 084 53 28.1    (W)   HD_HELD2
 JZ1139* NAVD 88 ORTHO HEIGHT -   294.277 (meters)      965.47  (feet) ADJUSTED
 JZ1139  ______________________________________________________________________
 JZ1139  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 JZ1139  DYNAMIC HEIGHT  -        294.106 (meters)      964.91  (feet) COMP
 JZ1139  MODELED GRAVITY -    980,036.9   (mgal)                       NAVD 88
 JZ1139
 JZ1139  VERT ORDER      -  SECOND    CLASS 0
 JZ1139
 JZ1139.The horizontal coordinates were established by autonomous hand held GPS
 JZ1139.observations and have an estimated accuracy of +/- 10 meters.
 JZ1139
 JZ1139.The orthometric height was determined by differential leveling and
 JZ1139.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1139.in June 1991.
 JZ1139
 JZ1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1139.GEOID18 height accuracy estimate available here.
 JZ1139
 JZ1139.Click photographs - Photos may exist for this station.
 JZ1139
 JZ1139.The dynamic height is computed by dividing the NAVD 88
 JZ1139.geopotential number by the normal gravity value computed on the
 JZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1139.degrees latitude (g = 980.6199 gals.).
 JZ1139
 JZ1139.The modeled gravity was interpolated from observed gravity values.
 JZ1139
 JZ1139;                    North         East    Units  Estimated Accuracy
 JZ1139;SPC IN E     -   509,523.      166,382.      MT  (+/- 10 meters HH2 GPS)
 JZ1139
 JZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8045011608(NAD 83)
 JZ1139
 JZ1139                          SUPERSEDED SURVEY CONTROL
 JZ1139
 JZ1139  NGVD 29 (??/??/92)  294.425  (m)          965.96   (f) ADJ UNCH    2 0
 JZ1139
 JZ1139.Superseded values are not recommended for survey control.
 JZ1139
 JZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1139.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1139
 JZ1139_MARKER: DB = BENCH MARK DISK
 JZ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1139_STAMPING: RICHMOND 1934
 JZ1139_MARK LOGO: CGS
 JZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1139+STABILITY: SURFACE MOTION
 JZ1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1139+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JZ1139
 JZ1139  HISTORY     - Date     Condition        Report By
 JZ1139  HISTORY     - 1934     MONUMENTED       CGS
 JZ1139  HISTORY     - 1934     GOOD             CGS
 JZ1139  HISTORY     - 1942     GOOD             LOCENG
 JZ1139  HISTORY     - 20030308 GOOD             GEOCAC
 JZ1139
 JZ1139                          STATION DESCRIPTION
 JZ1139
 JZ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1139'AT RICHMOND.
 JZ1139'AT RICHMOND, WAYNE COUNTY, AT THE INTERSECTION OF FORT WAYNE
 JZ1139'AVENUE AND EIGHTH STREET, 32.3 FEET EAST OF THE CENTERLINE OF
 JZ1139'EIGHTH STREET, AT THE SOUTHWEST CORNER OF 2 ENGINE FIREHOUSE,
 JZ1139'1 FOOT SOUTH OF THE CORNER, 4.9 FEET WEST OF THE CURB OF THE
 JZ1139'DRIVEWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 JZ1139'DISK, STAMPED RICHMOND 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1139
 JZ1139                          STATION RECOVERY (1942)
 JZ1139
 JZ1139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 JZ1139'RECOVERED IN GOOD CONDITION.
 JZ1139
 JZ1139                          STATION RECOVERY (2003)
 JZ1139
 JZ1139'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1139'FIREHOUSE WAS REPLACED BY MOSEY MANUFACTURING COMPANY S OFFICE
 JZ1139'BUILDING.  THE BENCHMARK REMAINS NEXT TO THE FRONT OF THE BUILDING,
 JZ1139'APPROXIMATELY 30 FEET TO THE LEFT OF THE ENTRANCE AT 262 FORT WAYNE
 JZ1139'AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1463 ***********************************************************************
 JZ1463  DESIGNATION -  RICHMOND
 JZ1463  PID         -  JZ1463
 JZ1463  STATE/COUNTY-  IN/WAYNE
 JZ1463  COUNTRY     -  US
 JZ1463  USGS QUAD   -  NEW PARIS (2016)
 JZ1463
 JZ1463                         *CURRENT SURVEY CONTROL
 JZ1463  ______________________________________________________________________
 JZ1463* NAD 83(1997) POSITION- 39 47 06.23433(N) 084 52 07.80137(W)   ADJUSTED
 JZ1463* NAVD 88 ORTHO HEIGHT -   335.602 (meters)     1101.05  (feet) ADJUSTED
 JZ1463  ______________________________________________________________________
 JZ1463  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 JZ1463  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 JZ1463  DYNAMIC HEIGHT  -        335.405 (meters)     1100.41  (feet) COMP
 JZ1463  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 JZ1463
 JZ1463  HORZ ORDER      -  FIRST
 JZ1463  VERT ORDER      -  SECOND    CLASS 0
 JZ1463
 JZ1463.The horizontal coordinates were established by classical geodetic methods
 JZ1463.and adjusted by the National Geodetic Survey in May 1999.
 JZ1463
 JZ1463.The orthometric height was determined by differential leveling and
 JZ1463.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1463.in June 1991.
 JZ1463
 JZ1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1463.GEOID18 height accuracy estimate available here.
 JZ1463
 JZ1463.Click photographs - Photos may exist for this station.
 JZ1463
 JZ1463.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1463
 JZ1463.The dynamic height is computed by dividing the NAVD 88
 JZ1463.geopotential number by the normal gravity value computed on the
 JZ1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1463.degrees latitude (g = 980.6199 gals.).
 JZ1463
 JZ1463.The modeled gravity was interpolated from observed gravity values.
 JZ1463
 JZ1463. The following values were computed from the NAD 83(1997) position.
 JZ1463
 JZ1463;                    North         East     Units Scale Factor Converg.
 JZ1463;SPC IN E     -   503,958.150   168,341.288   MT  1.00002414   +0 30 38.0
 JZ1463;SPC IN E     - 1,653,402.70    552,299.71   sFT  1.00002414   +0 30 38.0
 JZ1463;SPC OH S     -   200,830.069   397,114.683   MT  0.99996031   -1 30 11.1
 JZ1463;SPC OH S     -   658,889.98  1,302,867.09   sFT  0.99996031   -1 30 11.1
 JZ1463;UTM  16      - 4,406,074.382   682,492.502   MT  1.00001002   +1 21 50.9
 JZ1463
 JZ1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1463!SPC IN E     -   0.99995265  x   1.00002414  =   0.99997679
 JZ1463!SPC OH S     -   0.99995265  x   0.99996031  =   0.99991296
 JZ1463!UTM  16      -   0.99995265  x   1.00001002  =   0.99996267
 JZ1463
 JZ1463:                Primary Azimuth Mark                     Grid Az
 JZ1463:SPC IN E     -  WALTING                                  003 53 48.1
 JZ1463:SPC OH S     -  WALTING                                  005 54 37.2
 JZ1463:UTM  16      -  WALTING                                  003 02 35.2
 JZ1463
 JZ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8249206074(NAD 83)
 JZ1463
 JZ1463|---------------------------------------------------------------------|
 JZ1463| PID    Reference Object                     Distance      Geod. Az  |
 JZ1463|                                                           dddmmss.s |
 JZ1463| JZ3281 WALTING                             APPROX.14.0 KM 0042426.1 |
 JZ1463| JZ3282 BEACON 7R JUNC HWY 320 US 40        APPROX. 8.5 KM 0483948.0 |
 JZ1463| CD1115 RICHMOND RM 3                        37.900 METERS 10931     |
 JZ1463| JZ3276 BOSTON CONCRETE SILO                APPROX. 8.3 KM 1754252.4 |
 JZ1463| CD1114 RICHMOND RM 2 AZIMUTH                              2331955.9 |
 JZ1463| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX. 9.7 KM 2925905.9 |
 JZ1463| JZ3283 RICHMOND J HILL CONCRETE STK        APPROX. 8.1 KM 3125347.1 |
 JZ1463| JZ3285 RICHMOND FIBER CONDUIT CO STK       APPROX. 6.8 KM 3240405.1 |
 JZ1463| JZ3290 RICHMOND ST ANDREWS CATH CH         APPROX. 5.0 KM 3322813.0 |
 JZ1463| JZ1464 RICHMOND RM 1                        37.270 METERS 35653     |
 JZ1463|---------------------------------------------------------------------|
 JZ1463
 JZ1463                          SUPERSEDED SURVEY CONTROL
 JZ1463
 JZ1463  NAD 83(1995)-  39 47 06.23487(N)    084 52 07.80049(W) AD(       ) 1
 JZ1463  NAD 83(1986)-  39 47 06.24139(N)    084 52 07.81133(W) AD(       ) 1
 JZ1463  NAD 27      -  39 47 06.06500(N)    084 52 07.94700(W) AD(       ) 1
 JZ1463  NGVD 29 (??/??/92)  335.747  (m)         1101.53   (f) ADJ UNCH    2 0
 JZ1463  NGVD 29             335.75   (m)         1101.5    (f) LEVELING    3  
 JZ1463
 JZ1463.Superseded values are not recommended for survey control.
 JZ1463
 JZ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1463.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1463
 JZ1463_MARKER: DS = TRIANGULATION STATION DISK
 JZ1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1463_STAMPING: RICHMOND 1932
 JZ1463_MARK LOGO: CGS
 JZ1463_PROJECTION: FLUSH
 JZ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1463+STABILITY: SURFACE MOTION
 JZ1463
 JZ1463  HISTORY     - Date     Condition        Report By
 JZ1463  HISTORY     - 1932     MONUMENTED       CGS
 JZ1463  HISTORY     - 1949     GOOD             CGS
 JZ1463  HISTORY     - 1957     GOOD             CGS
 JZ1463  HISTORY     - 1969     GOOD             LOCSUR
 JZ1463  HISTORY     - 1969     GOOD             LOCSUR
 JZ1463  HISTORY     - 1980     GOOD             LOCSUR
 JZ1463  HISTORY     - 1980     GOOD             LOCSUR
 JZ1463
 JZ1463                          STATION DESCRIPTION
 JZ1463
 JZ1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ1463'THIS STATION IS ABOUT 3 MILES SOUTH AND 1 MILE EAST OF
 JZ1463'RICHMOND, INDIAN, IN THE SOUTHWEST QUARTER OF SECTION 15, T.  13
 JZ1463'N., R. 1 W., ON LAND BELONGING TO THE DEVENPORT SISTERS WHO LIVE IN A
 JZ1463'LARGE RED BRICK HOUSE ABOUT 250 FEET NORTH OF THE STATION ON THE
 JZ1463'HIGHEST POINT OF LAND IN THE VICINITY AND IN A SMALL PASTURE. THE
 JZ1463'MARK IS 7.7 METERS NORTH OF THE CENTER LINE OF THE GRAVEL ROAD
 JZ1463'RUNNING EAST AND WEST, 4.5 METERS NORTH OF THE EAST AND WEST FENCE
 JZ1463'LINE PARALLELING THE GRAVEL ROAD, 7.1 METERS EAST OF THE
 JZ1463'NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF THE PASTURE, 19.8 METERS
 JZ1463'WEST OF THE NORTH-SOUTH FENCE ON THE EAST SIDE OF THE PASTURE,
 JZ1463'38 METERS SOUTH OF THE EAST-WEST FENCE LINE ON THE NORTH SIDE OF
 JZ1463'THE PASTURE AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JZ1463'
 JZ1463'REFERENCE MARK NO.1 IS ON THE SOUTH SIDE OF THE GRAVEL ROAD, 0.3
 JZ1463'METER WEST OF A NORTH-SOUTH FENCE LINE, 4 METERS SOUTH OF THE
 JZ1463'CENTER LINE OF THE GRAVEL ROAD, 1.7 METERS WEST OF A TREE ABOUT 14
 JZ1463'INCHES IN DIAMETER, 7.9 METERS SOUTH OF THE EAST-WEST FENCE LINE
 JZ1463'ON THE NORTH SIDE OF THE ROAD AND THE MARK PROJECTS ABOUT 3 IN.
 JZ1463'ABOVE THE SURFACE OF THE GROUND.
 JZ1463'
 JZ1463'REFERENCE MARK NO.2 IS ON THE NORTH SIDE OF STATE HIGHWAY 21 AND JUST
 JZ1463'OPPOSITE THE JUNCTION OF STATE HIGHWAY 21 AND A GRAVEL ROAD
 JZ1463'LEADING SOUTH. THE MARK IS 0.23 METER SOUTH OF THE FENCE LINE
 JZ1463'PARALLELING STATE HIGHWAY 21, 8.3 METERS NORTH OF THE CENTER
 JZ1463'LINE OF STATE HIGHWAY 21 AND PROJECTS 6 INCHES ABOVE THE SURFACE.
 JZ1463'
 JZ1463'REFERENCE MARK NO.3 IS 0.2 METER SOUTH OF THE EAST AND WEST FENCE
 JZ1463'LINE NEAR FARM BUILDINGS, 2.9 METERS EAST OF THE NORTH-SOUTH
 JZ1463'FENCE LINE, 20 METERS SOUTH OF A SMALL BARN AND PROJECTS 6 INCHES
 JZ1463'ABOVE THE SURFACE.
 JZ1463'
 JZ1463'DISTANCES TO REFERENCE MARKS 1 AND 3 ARE INCLINED DISTANCES.
 JZ1463
 JZ1463                          STATION RECOVERY (1949)
 JZ1463
 JZ1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RER)
 JZ1463'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE AND
 JZ1463'COMPLETE.
 JZ1463
 JZ1463                          STATION RECOVERY (1957)
 JZ1463
 JZ1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ1463'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED AND
 JZ1463'FOUND TO BE IN GOOD CONDITION. REFERENCE MARKS 2 AND 3 WERE NOT
 JZ1463'RECOVERED AT THIS DATE. THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JZ1463'
 JZ1463'NOTE-OFFICE INVESTIGATION INDICATE THAT THE DIRECTIONS TO REFERENCE
 JZ1463'MARKS NUMBERS 1 AND 3 ARE REVERSED. THIS WAS VERIFIED BY
 JZ1463'STEREOPLANIGRAPH BRIDGE DEPENDENT UPON ST. ANDREWS CATHOLIC CHURCH
 JZ1463'STEEPLE WHICH HAS A NO CHECK POSITION.
 JZ1463
 JZ1463                          STATION RECOVERY (1969)
 JZ1463
 JZ1463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 JZ1463'3.8 MI N FROM BOSTON.
 JZ1463'3.55 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 21 FROM THE
 JZ1463'INTERSECTION OF STATE HIGHWAY 122 AT BOSTON, THENCE ABOUT 0.2
 JZ1463'MILE EAST ALONG A GRAVEL ROAD, ABOUT 25 YARDS WEST OF THE TOP
 JZ1463'OF A GRADE IN THE ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 JZ1463'ROAD, 63 FEET WEST OF A WIRE FENCE, 2.5 FEET ABOVE THE ROAD
 JZ1463'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ1463'64.4 FT W. OF PWP. 12731, 1 FT SOUTH OF STEEL WITNESS POST.
 JZ1463
 JZ1463                          STATION RECOVERY (1969)
 JZ1463
 JZ1463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (PT)
 JZ1463'RICHMOND 1932 RECOVERED GOOD.
 JZ1463'
 JZ1463'RICHMOND NO. 1 1932 DESTROYED.
 JZ1463'
 JZ1463'RICHMOND NO. 2 RECOVERED GOOD.
 JZ1463'
 JZ1463'RICHMOND NO. 3 RECOVERED GOOD.
 JZ1463'
 JZ1463'SEE ATTACHED SHEET.
 JZ1463'
 JZ1463'RICHMOND THIS STATION IS ABOUT 3 MILES SOUTH AND 1 MILE EAST OF
 JZ1463'RICHMOND, IND., IN THE SOUTHWEST QUARTER OF SECTION 15, T. 13 N.,
 JZ1463'R. 1 W., ON LAND BELONGING TO ROBERT MILLER WHO LIVES IN A LARGE
 JZ1463'RED BRICK HOUSE 250 FEET NORTH OF THE STATION OF THE STATION ON
 JZ1463'THE HIGHEST POINT OF LAND IN THE VICINITY AND IN A SMALL PASTURE.
 JZ1463'THE MARK IS 27 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JZ1463'ROAD RUNNING EAST AND WEST, 63 FEET WEST OF A WIRE FENCE
 JZ1463'RUNNING NORTH AND SOUTH.  64.4 FEET WEST OF POWER POLE NO.
 JZ1463'12731, 1 FOOT SOUTH OF STEEL WITNESS POST, 2.5 FEET ABOVE THE
 JZ1463'ROAD AND SET IN TOP THE TOP OF A CONCRETE POST FLUSH WITH
 JZ1463'THE GROUND.
 JZ1463'
 JZ1463'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 227
 JZ1463'AND JUST OPPOSITE THE JUNCTION OF STATE HIGHWAY 227 AND A GRAVEL
 JZ1463'ROAD LEADING SOUTH.  THE MARK IS 1 FOOT SOUTHWEST OF FENCE LINE,
 JZ1463'28.4 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET EAST
 JZ1463'OF THE CENTER OF THE JUNCTION OF THE ROAD SOUTH AND THE HIGHWAY, 27.4
 JZ1463'FEET NORTHWEST OF POWER POLE NO. 15056, 105.75 FEET
 JZ1463'NORTHWEST OF FENCE RUNNING EAST.
 JZ1463'
 JZ1463'REFERENCE MARK NO. 3 IS 1 FOOT SOUTH OF THE EAST AND WEST FENCE LINE
 JZ1463'NEAR FARM BUILDINGS, 69 FEET W. OF A NORTH AND SOUTH FENCE LINE
 JZ1463'AND PROJECTS 4 INCHES ABOVE THE SURFACE.
 JZ1463
 JZ1463                          STATION RECOVERY (1980)
 JZ1463
 JZ1463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (KM)
 JZ1463'RICHMOND 1932 RECOVERED GOOD.
 JZ1463'
 JZ1463'RICHMOND 1932 (AZIM) RECOVERED GOOD.
 JZ1463'
 JZ1463'RICHMOND 1932 RM 1 RECOVERED GOOD.
 JZ1463'
 JZ1463'RICHMOND 1932 RM 2 RECOVERED GOOD.
 JZ1463'
 JZ1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES S OF RICHMOND.
 JZ1463
 JZ1463                          STATION RECOVERY (1980)
 JZ1463
 JZ1463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JZ1463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3287 ***********************************************************************
 JZ3287  DESIGNATION -  RICHMOND AIRPORT BEACON 6R
 JZ3287  PID         -  JZ3287
 JZ3287  STATE/COUNTY-  IN/WAYNE
 JZ3287  COUNTRY     -  US
 JZ3287  USGS QUAD   -  RICHMOND (2019)
 JZ3287
 JZ3287                         *CURRENT SURVEY CONTROL
 JZ3287  ______________________________________________________________________
 JZ3287* NAD 83(1997) POSITION- 39 49 09.16659(N) 084 58 24.16228(W)   ADJUSTED
 JZ3287  ______________________________________________________________________
 JZ3287  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 JZ3287  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 JZ3287  HORZ ORDER      -  THIRD
 JZ3287
 JZ3287.The horizontal coordinates were established by classical geodetic methods
 JZ3287.and adjusted by the National Geodetic Survey in May 1999.
 JZ3287
 JZ3287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3287.GEOID18 height accuracy estimate available here.
 JZ3287
 JZ3287.Click photographs - Photos may exist for this station.
 JZ3287
 JZ3287.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3287
 JZ3287. The following values were computed from the NAD 83(1997) position.
 JZ3287
 JZ3287;                    North         East     Units Scale Factor Converg.
 JZ3287;SPC IN E     -   507,674.965   159,356.676   MT  1.00001002   +0 26 38.3
 JZ3287;SPC IN E     - 1,665,596.95    522,822.69   sFT  1.00001002   +0 26 38.3
 JZ3287;SPC OH S     -   204,860.046   388,266.691   MT  0.99996465   -1 34 09.9
 JZ3287;SPC OH S     -   672,111.67  1,273,838.30   sFT  0.99996465   -1 34 09.9
 JZ3287;UTM  16      - 4,409,656.800   673,453.743   MT  0.99997041   +1 17 53.2
 JZ3287
 JZ3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7345309656(NAD 83)
 JZ3287
 JZ3287                          SUPERSEDED SURVEY CONTROL
 JZ3287
 JZ3287  NAD 83(1995)-  39 49 09.16766(N)    084 58 24.16158(W) AD(       ) 3
 JZ3287  NAD 83(1986)-  39 49 09.17394(N)    084 58 24.17228(W) AD(       ) 3
 JZ3287  NAD 27      -  39 49 09.00200(N)    084 58 24.28500(W) AD(       ) 3
 JZ3287
 JZ3287.Superseded values are not recommended for survey control.
 JZ3287
 JZ3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3287.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3287
 JZ3287_MARKER: 21 = AIRPORT BEACON
 JZ3287
 JZ3287  HISTORY     - Date     Condition        Report By
 JZ3287  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3287
 JZ3287                          STATION DESCRIPTION
 JZ3287
 JZ3287'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3285 ***********************************************************************
 JZ3285  DESIGNATION -  RICHMOND FIBER CONDUIT CO STK
 JZ3285  PID         -  JZ3285
 JZ3285  STATE/COUNTY-  IN/WAYNE
 JZ3285  COUNTRY     -  US
 JZ3285  USGS QUAD   -  RICHMOND (2019)
 JZ3285
 JZ3285                         *CURRENT SURVEY CONTROL
 JZ3285  ______________________________________________________________________
 JZ3285* NAD 83(1997) POSITION- 39 50 05.85576(N) 084 54 56.68643(W)   ADJUSTED
 JZ3285  ______________________________________________________________________
 JZ3285  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 JZ3285  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 JZ3285  HORZ ORDER      -  THIRD
 JZ3285
 JZ3285.The horizontal coordinates were established by classical geodetic methods
 JZ3285.and adjusted by the National Geodetic Survey in May 1999.
 JZ3285
 JZ3285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3285.GEOID18 height accuracy estimate available here.
 JZ3285
 JZ3285.Click photographs - Photos may exist for this station.
 JZ3285
 JZ3285.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3285
 JZ3285. The following values were computed from the NAD 83(1997) position.
 JZ3285
 JZ3285;                    North         East     Units Scale Factor Converg.
 JZ3285;SPC IN E     -   509,463.169   164,276.295   MT  1.00001751   +0 28 51.7
 JZ3285;SPC IN E     - 1,671,463.75    538,963.14   sFT  1.00001751   +0 28 51.7
 JZ3285;SPC OH S     -   206,474.206   393,245.865   MT  0.99996678   -1 31 58.2
 JZ3285;SPC OH S     -   677,407.46  1,290,174.14   sFT  0.99996678   -1 31 58.2
 JZ3285;UTM  16      - 4,411,518.093   678,345.993   MT  0.99999160   +1 20 07.7
 JZ3285
 JZ3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7834511518(NAD 83)
 JZ3285
 JZ3285                          SUPERSEDED SURVEY CONTROL
 JZ3285
 JZ3285  NAD 83(1995)-  39 50 05.85569(N)    084 54 56.68471(W) AD(       ) 3
 JZ3285  NAD 83(1986)-  39 50 05.86212(N)    084 54 56.69498(W) AD(       ) 3
 JZ3285  NAD 27      -  39 50 05.69000(N)    084 54 56.82000(W) AD(       ) 3
 JZ3285
 JZ3285.Superseded values are not recommended for survey control.
 JZ3285
 JZ3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3285.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3285
 JZ3285_MARKER: 63 = STACK
 JZ3285
 JZ3285  HISTORY     - Date     Condition        Report By
 JZ3285  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3285  HISTORY     - 20030308 GOOD             GEOCAC
 JZ3285
 JZ3285                          STATION DESCRIPTION
 JZ3285
 JZ3285'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ3285'THE STACK IS NOW OWNED BY THE JOHNS MANVILLE CORPORATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3289 ***********************************************************************
 JZ3289  DESIGNATION -  RICHMOND GYMNASIUM DOME
 JZ3289  PID         -  JZ3289
 JZ3289  STATE/COUNTY-  IN/WAYNE
 JZ3289  COUNTRY     -  US
 JZ3289  USGS QUAD   -  RICHMOND (2019)
 JZ3289
 JZ3289                         *CURRENT SURVEY CONTROL
 JZ3289  ______________________________________________________________________
 JZ3289* NAD 83(1997) POSITION- 39 49 21.34204(N) 084 54 05.37752(W)   ADJUSTED
 JZ3289  ______________________________________________________________________
 JZ3289  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 JZ3289  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 JZ3289  HORZ ORDER      -  THIRD
 JZ3289
 JZ3289.The horizontal coordinates were established by classical geodetic methods
 JZ3289.and adjusted by the National Geodetic Survey in May 1999.
 JZ3289
 JZ3289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3289.GEOID18 height accuracy estimate available here.
 JZ3289
 JZ3289.Click photographs - Photos may exist for this station.
 JZ3289
 JZ3289.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3289
 JZ3289. The following values were computed from the NAD 83(1997) position.
 JZ3289
 JZ3289;                    North         East     Units Scale Factor Converg.
 JZ3289;SPC IN E     -   508,100.638   165,508.016   MT  1.00001948   +0 29 24.2
 JZ3289;SPC IN E     - 1,666,993.51    543,004.22   sFT  1.00001948   +0 29 24.2
 JZ3289;SPC OH S     -   205,069.307   394,428.883   MT  0.99996510   -1 31 25.7
 JZ3289;SPC OH S     -   672,798.22  1,294,055.43   sFT  0.99996510   -1 31 25.7
 JZ3289;UTM  16      - 4,410,174.112   679,597.863   MT  0.99999711   +1 20 39.4
 JZ3289
 JZ3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7959710174(NAD 83)
 JZ3289
 JZ3289                          SUPERSEDED SURVEY CONTROL
 JZ3289
 JZ3289  NAD 83(1995)-  39 49 21.34547(N)    084 54 05.37730(W) AD(       ) 3
 JZ3289  NAD 83(1986)-  39 49 21.35126(N)    084 54 05.38935(W) AD(       ) 3
 JZ3289  NAD 27      -  39 49 21.18800(N)    084 54 05.52400(W) AD(       ) 3
 JZ3289
 JZ3289.Superseded values are not recommended for survey control.
 JZ3289
 JZ3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3289.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3289
 JZ3289_MARKER: 87 = DOME
 JZ3289
 JZ3289  HISTORY     - Date     Condition        Report By
 JZ3289  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3289
 JZ3289                          STATION DESCRIPTION
 JZ3289
 JZ3289'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3289'THIS STATION IS THE DOME ON THE GYMNASIUM IN THE CITY OF RICHMOND. IT
 JZ3289'IS LOCATED ON THE W SIDE OF THE CITY NEAR THE G STREET BRIDGE
 JZ3289'ABOUT 300 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 40 AND 35. IT IS
 JZ3289'STILL UNDER CONSTRUCTION AND IS QUITE PROMINENT.
 JZ3289'
 JZ3289'THE TOWER IS SQUARE AND CONSTRUCTED OF RED BRICK ABOUT 40 FEET HIGH,
 JZ3289'AND ON THIS THERE IS A SQUARE WHITE TOWER ABOUT 30 FEET HIGH, AND
 JZ3289'ON THIS THERE IS A SILVER BELL SHAPED DOME ABOUT 10 FEET WIDE AND
 JZ3289'ABOUT 15 FEET HIGH WITH A SLENDER STEEL ROD AT ITS APEX.
 JZ3289'THE BUILDING IS ABOUT 60 FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 130
 JZ3289'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3283 ***********************************************************************
 JZ3283  DESIGNATION -  RICHMOND J HILL CONCRETE STK
 JZ3283  PID         -  JZ3283
 JZ3283  STATE/COUNTY-  IN/WAYNE
 JZ3283  COUNTRY     -  US
 JZ3283  USGS QUAD   -  RICHMOND (2019)
 JZ3283
 JZ3283                         *CURRENT SURVEY CONTROL
 JZ3283  ______________________________________________________________________
 JZ3283* NAD 83(1997) POSITION- 39 50 05.32959(N) 084 56 17.92689(W)   ADJUSTED
 JZ3283  ______________________________________________________________________
 JZ3283  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JZ3283  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 JZ3283  HORZ ORDER      -  THIRD
 JZ3283
 JZ3283.The horizontal coordinates were established by classical geodetic methods
 JZ3283.and adjusted by the National Geodetic Survey in May 1999.
 JZ3283
 JZ3283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3283.GEOID18 height accuracy estimate available here.
 JZ3283
 JZ3283.Click photographs - Photos may exist for this station.
 JZ3283
 JZ3283.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3283
 JZ3283. The following values were computed from the NAD 83(1997) position.
 JZ3283
 JZ3283;                    North         East     Units Scale Factor Converg.
 JZ3283;SPC IN E     -   509,430.966   162,344.765   MT  1.00001450   +0 27 59.7
 JZ3283;SPC IN E     - 1,671,358.09    532,626.12   sFT  1.00001450   +0 27 59.7
 JZ3283;SPC OH S     -   206,509.896   391,314.492   MT  0.99996676   -1 32 49.8
 JZ3283;SPC OH S     -   677,524.55  1,283,837.63   sFT  0.99996676   -1 32 49.8
 JZ3283;UTM  16      - 4,411,457.093   676,415.214   MT  0.99998316   +1 19 15.6
 JZ3283
 JZ3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7641511457(NAD 83)
 JZ3283
 JZ3283                          SUPERSEDED SURVEY CONTROL
 JZ3283
 JZ3283  NAD 83(1995)-  39 50 05.32962(N)    084 56 17.92491(W) AD(       ) 3
 JZ3283  NAD 83(1986)-  39 50 05.33618(N)    084 56 17.93507(W) AD(       ) 3
 JZ3283  NAD 27      -  39 50 05.16000(N)    084 56 18.06000(W) AD(       ) 3
 JZ3283
 JZ3283.Superseded values are not recommended for survey control.
 JZ3283
 JZ3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3283.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3283
 JZ3283_MARKER: 63 = STACK
 JZ3283
 JZ3283  HISTORY     - Date     Condition        Report By
 JZ3283  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3283  HISTORY     - 20030308 GOOD             GEOCAC
 JZ3283
 JZ3283                          STATION DESCRIPTION
 JZ3283
 JZ3283'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ3283'STACK IS GRAY WITH DARK-GRAY RING AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1462 ***********************************************************************
 JZ1462  DESIGNATION -  RICHMOND RM 2
 JZ1462  PID         -  JZ1462
 JZ1462  STATE/COUNTY-  IN/WAYNE
 JZ1462  COUNTRY     -  US
 JZ1462  USGS QUAD   -  NEW PARIS (2016)
 JZ1462
 JZ1462                         *CURRENT SURVEY CONTROL
 JZ1462  ______________________________________________________________________
 JZ1462* NAD 83(1986) POSITION- 39 47 02.     (N) 084 52 15.     (W)   SCALED
 JZ1462* NAVD 88 ORTHO HEIGHT -   330.987 (meters)     1085.91  (feet) ADJUSTED
 JZ1462  ______________________________________________________________________
 JZ1462  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 JZ1462  DYNAMIC HEIGHT  -        330.793 (meters)     1085.28  (feet) COMP
 JZ1462  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 JZ1462
 JZ1462  VERT ORDER      -  SECOND    CLASS 0
 JZ1462
 JZ1462.The horizontal coordinates were scaled from a map and have
 JZ1462.an estimated accuracy of +/- 6 seconds.
 JZ1462
 JZ1462.The orthometric height was determined by differential leveling and
 JZ1462.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1462.in June 1991.
 JZ1462
 JZ1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1462.GEOID18 height accuracy estimate available here.
 JZ1462
 JZ1462.Click photographs - Photos may exist for this station.
 JZ1462
 JZ1462.The dynamic height is computed by dividing the NAVD 88
 JZ1462.geopotential number by the normal gravity value computed on the
 JZ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1462.degrees latitude (g = 980.6199 gals.).
 JZ1462
 JZ1462.The modeled gravity was interpolated from observed gravity values.
 JZ1462
 JZ1462;                    North         East    Units  Estimated Accuracy
 JZ1462;SPC IN E     -   503,830.      168,170.      MT  (+/- 180 meters Scaled)
 JZ1462
 JZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK823059(NAD 83)
 JZ1462
 JZ1462                          SUPERSEDED SURVEY CONTROL
 JZ1462
 JZ1462  NGVD 29 (??/??/92)  331.132  (m)         1086.39   (f) ADJ UNCH    2 0
 JZ1462
 JZ1462.Superseded values are not recommended for survey control.
 JZ1462
 JZ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1462.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1462
 JZ1462_MARKER: DR = REFERENCE MARK DISK
 JZ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1462_STAMPING: RICHMOND NO 2 1932
 JZ1462_MARK LOGO: CGS
 JZ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1462+STABILITY: SURFACE MOTION
 JZ1462
 JZ1462  HISTORY     - Date     Condition        Report By
 JZ1462  HISTORY     - 1932     MONUMENTED       CGS
 JZ1462  HISTORY     - 1969     GOOD             LOCSUR
 JZ1462
 JZ1462                          STATION DESCRIPTION
 JZ1462
 JZ1462'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 JZ1462'3.4 MI N FROM BOSTON.
 JZ1462'3.4 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE INTERSECTION
 JZ1462'OF STATE HIGHWAY 122 AT BOSTON, ABOUT 100 YARDS NORTHWEST OF THE
 JZ1462'TOP OF A GRADE, AT THE Y JUNCTION OF A ROAD LEADING SOUTH, 28
 JZ1462'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 JZ1462'EAST OF THE CENTER OF THE JUNCTION OF THE ROAD SOUTH AND THE
 JZ1462'HIGHWAY, 1 FOOT SOUTHWEST OF THE FENCE LINE, 105.75 NW OF FENCE
 JZ1462'RUNNING E. 27.4 FT NW OF PWP. 15056 AND SET IN THE TOP OF A
 JZ1462'CONCRETE POST PROJECTING 1 INCH.  MARK IS ABOUT 3.3 MILES
 JZ1462'SOUTH ALONG STATE HIGHWAY 21 FROM ITS INTERSECTION WITH U.S.
 JZ1462'HIGHWAY 40 AT RICHMOND, WAYNE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3290 ***********************************************************************
 JZ3290  DESIGNATION -  RICHMOND ST ANDREWS CATH CH
 JZ3290  PID         -  JZ3290
 JZ3290  STATE/COUNTY-  IN/WAYNE
 JZ3290  COUNTRY     -  US
 JZ3290  USGS QUAD   -  RICHMOND (2019)
 JZ3290
 JZ3290                         *CURRENT SURVEY CONTROL
 JZ3290  ______________________________________________________________________
 JZ3290* NAD 83(1997) POSITION- 39 49 28.77065(N) 084 53 44.16113(W)   ADJUSTED
 JZ3290  ______________________________________________________________________
 JZ3290  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 JZ3290  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 JZ3290  HORZ ORDER      -  THIRD
 JZ3290
 JZ3290.The horizontal coordinates were established by classical geodetic methods
 JZ3290.and adjusted by the National Geodetic Survey in May 1999.
 JZ3290
 JZ3290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3290.GEOID18 height accuracy estimate available here.
 JZ3290
 JZ3290.Click photographs - Photos may exist for this station.
 JZ3290
 JZ3290.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3290
 JZ3290. The following values were computed from the NAD 83(1997) position.
 JZ3290
 JZ3290;                    North         East     Units Scale Factor Converg.
 JZ3290;SPC IN E     -   508,334.080   166,010.597   MT  1.00002029   +0 29 37.8
 JZ3290;SPC IN E     - 1,667,759.39    544,653.10   sFT  1.00002029   +0 29 37.8
 JZ3290;SPC OH S     -   205,284.931   394,939.328   MT  0.99996538   -1 31 12.2
 JZ3290;SPC OH S     -   673,505.64  1,295,730.11   sFT  0.99996538   -1 31 12.2
 JZ3290;UTM  16      - 4,410,415.015   680,096.897   MT  0.99999932   +1 20 53.2
 JZ3290
 JZ3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8009610415(NAD 83)
 JZ3290
 JZ3290                          SUPERSEDED SURVEY CONTROL
 JZ3290
 JZ3290  NAD 83(1995)-  39 49 28.77040(N)    084 53 44.15954(W) AD(       ) 3
 JZ3290  NAD 83(1986)-  39 49 28.77675(N)    084 53 44.16999(W) AD(       ) 3
 JZ3290  NAD 27      -  39 49 28.60000(N)    084 53 44.30000(W) AD(       ) 3
 JZ3290
 JZ3290.Superseded values are not recommended for survey control.
 JZ3290
 JZ3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3290.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3290
 JZ3290
 JZ3290  HISTORY     - Date     Condition        Report By
 JZ3290  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3290  HISTORY     - 1957     GOOD             CGS
 JZ3290
 JZ3290                          STATION DESCRIPTION
 JZ3290
 JZ3290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ3290'THE STATION IS LOCATED AT THE NORTH-EAST CORNER OF SOUTH 5TH STREET
 JZ3290'AND SOUTH C STREET IN THE CITY OF RICHMOND, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3284 ***********************************************************************
 JZ3284  DESIGNATION -  RICHMOND STATE HOSPITAL STACK
 JZ3284  PID         -  JZ3284
 JZ3284  STATE/COUNTY-  IN/WAYNE
 JZ3284  COUNTRY     -  US
 JZ3284  USGS QUAD   -  RICHMOND (2019)
 JZ3284
 JZ3284                         *CURRENT SURVEY CONTROL
 JZ3284  ______________________________________________________________________
 JZ3284* NAD 83(1997) POSITION- 39 50 21.95003(N) 084 55 32.54650(W)   ADJUSTED
 JZ3284  ______________________________________________________________________
 JZ3284  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 JZ3284  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 JZ3284  HORZ ORDER      -  THIRD
 JZ3284
 JZ3284.The horizontal coordinates were established by classical geodetic methods
 JZ3284.and adjusted by the National Geodetic Survey in May 1999.
 JZ3284
 JZ3284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3284.GEOID18 height accuracy estimate available here.
 JZ3284
 JZ3284.Click photographs - Photos may exist for this station.
 JZ3284
 JZ3284.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3284
 JZ3284. The following values were computed from the NAD 83(1997) position.
 JZ3284
 JZ3284;                    North         East     Units Scale Factor Converg.
 JZ3284;SPC IN E     -   509,952.429   163,419.534   MT  1.00001616   +0 28 28.9
 JZ3284;SPC IN E     - 1,673,068.93    536,152.25   sFT  1.00001616   +0 28 28.9
 JZ3284;SPC OH S     -   206,993.246   392,406.869   MT  0.99996739   -1 32 21.0
 JZ3284;SPC OH S     -   679,110.34  1,287,421.54   sFT  0.99996739   -1 32 21.0
 JZ3284;UTM  16      - 4,411,994.510   677,482.055   MT  0.99998781   +1 19 45.2
 JZ3284
 JZ3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7748211994(NAD 83)
 JZ3284
 JZ3284                          SUPERSEDED SURVEY CONTROL
 JZ3284
 JZ3284  NAD 83(1995)-  39 50 21.95386(N)    084 55 32.54662(W) AD(       ) 3
 JZ3284  NAD 83(1986)-  39 50 21.95964(N)    084 55 32.55886(W) AD(       ) 3
 JZ3284  NAD 27      -  39 50 21.79900(N)    084 55 32.69100(W) AD(       ) 3
 JZ3284
 JZ3284.Superseded values are not recommended for survey control.
 JZ3284
 JZ3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3284.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3284
 JZ3284_MARKER: 63 = STACK
 JZ3284
 JZ3284  HISTORY     - Date     Condition        Report By
 JZ3284  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3284  HISTORY     - 20030308 GOOD             GEOCAC
 JZ3284
 JZ3284                          STATION DESCRIPTION
 JZ3284
 JZ3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3284'THIS STATION IS A TALL STACK ON THE GROUNDS OF THE STATE HOSPITAL,
 JZ3284'ABOUT 1 MILE W OF THE CENTER OF THE CITY OF RICHMOND.  THE
 JZ3284'STACK IS FAIRLY PROMINENT.
 JZ3284'
 JZ3284'THE STACK IS OF YELLOW BRICK CONSTRUCTION AND IS LOCATED AT THE N END
 JZ3284'OF THE HOSPITAL POWER HOUSE. IT IS ABOUT 20 FEET IN DIAMETER
 JZ3284'AT THE BASE, ABOUT 10 FEET, IN DIAMETER AT THE TOP AND IS ABOUT 180
 JZ3284'FEET HIGH.
 JZ3284
 JZ3284                          STATION RECOVERY (2003)
 JZ3284
 JZ3284'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3284'STACK APPEARS RED, NOT YELLOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3288 ***********************************************************************
 JZ3288  DESIGNATION -  RICHMOND THE CROSLEY CORP TANK
 JZ3288  PID         -  JZ3288
 JZ3288  STATE/COUNTY-  IN/WAYNE
 JZ3288  COUNTRY     -  US
 JZ3288  USGS QUAD   -  RICHMOND (2019)
 JZ3288
 JZ3288                         *CURRENT SURVEY CONTROL
 JZ3288  ______________________________________________________________________
 JZ3288* NAD 83(1997) POSITION- 39 51 08.19901(N) 084 54 24.60917(W)   ADJUSTED
 JZ3288  ______________________________________________________________________
 JZ3288  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 JZ3288  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 JZ3288  HORZ ORDER      -  THIRD
 JZ3288
 JZ3288.The horizontal coordinates were established by classical geodetic methods
 JZ3288.and adjusted by the National Geodetic Survey in May 1999.
 JZ3288
 JZ3288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3288.GEOID18 height accuracy estimate available here.
 JZ3288
 JZ3288.Click photographs - Photos may exist for this station.
 JZ3288
 JZ3288.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3288
 JZ3288. The following values were computed from the NAD 83(1997) position.
 JZ3288
 JZ3288;                    North         East     Units Scale Factor Converg.
 JZ3288;SPC IN E     -   511,392.375   165,022.661   MT  1.00001870   +0 29 12.9
 JZ3288;SPC IN E     - 1,677,793.15    541,411.85   sFT  1.00001870   +0 29 12.9
 JZ3288;SPC OH S     -   208,375.895   394,059.529   MT  0.99996920   -1 31 37.9
 JZ3288;SPC OH S     -   683,646.58  1,292,843.64   sFT  0.99996920   -1 31 37.9
 JZ3288;UTM  16      - 4,413,458.168   679,063.485   MT  0.99999475   +1 20 30.0
 JZ3288
 JZ3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7906313458(NAD 83)
 JZ3288
 JZ3288                          SUPERSEDED SURVEY CONTROL
 JZ3288
 JZ3288  NAD 83(1995)-  39 51 08.20307(N)    084 54 24.60882(W) AD(       ) 3
 JZ3288  NAD 83(1986)-  39 51 08.20906(N)    084 54 24.62116(W) AD(       ) 3
 JZ3288  NAD 27      -  39 51 08.05000(N)    084 54 24.75300(W) AD(       ) 3
 JZ3288
 JZ3288.Superseded values are not recommended for survey control.
 JZ3288
 JZ3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3288.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3288
 JZ3288_MARKER: 53 = ELEVATED TANK
 JZ3288
 JZ3288  HISTORY     - Date     Condition        Report By
 JZ3288  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3288  HISTORY     - 20030308 GOOD             GEOCAC
 JZ3288
 JZ3288                          STATION DESCRIPTION
 JZ3288
 JZ3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3288'THIS STATION IS A TALL SILVER TANK ON THE GROUNDS OF THE CROSLEY
 JZ3288'CORPORATION.  IT IS LOCATED ABOUT 1.5 MILES NW OF THE CITY OF
 JZ3288'RICHMOND, 60 FEET W OF THE W SIDE OF THE FACTORY, 300 FEET S OF THE
 JZ3288'POWER HOUSE AND ABOUT 500 FEET E OF A MACADAM ROAD.  THE TANK IS
 JZ3288'QUITE PROMINENT.
 JZ3288'
 JZ3288'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE VERTICAL
 JZ3288'SECTION IS ABOUT 30 FEET HIGH, PAINTED SILVER AND HAS THE WORD
 JZ3288'CROSLEY IN BLACK LETTERS ON THE E, W, N, AND S SIDES.  THE CONICAL
 JZ3288'ROOF HAS TWO RED BULBS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 JZ3288'120 FEET.
 JZ3288
 JZ3288                          STATION RECOVERY (2003)
 JZ3288
 JZ3288'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3288'TANK IS NOW PAINTED WHITE, WITH SANYO (THE CURRENT OWNER) IN RED
 JZ3288'LETTERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1634 ***********************************************************************
 MD1634  DESIGNATION -  RICHVILLE
 MD1634  PID         -  MD1634
 MD1634  STATE/COUNTY-  IN/ELKHART
 MD1634  COUNTRY     -  US
 MD1634  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1634
 MD1634                         *CURRENT SURVEY CONTROL
 MD1634  ______________________________________________________________________
 MD1634* NAD 83(1997) POSITION- 41 27 59.52131(N) 085 40 23.72117(W)   ADJUSTED
 MD1634* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 MD1634  ______________________________________________________________________
 MD1634  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD1634  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 MD1634  HORZ ORDER      -  THIRD
 MD1634
 MD1634.The horizontal coordinates were established by classical geodetic methods
 MD1634.and adjusted by the National Geodetic Survey in May 1999.
 MD1634
 MD1634.The orthometric height was scaled from a topographic map.
 MD1634
 MD1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1634.GEOID18 height accuracy estimate available here.
 MD1634
 MD1634.Click photographs - Photos may exist for this station.
 MD1634
 MD1634.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1634
 MD1634. The following values were computed from the NAD 83(1997) position.
 MD1634
 MD1634;                    North         East     Units Scale Factor Converg.
 MD1634;SPC IN E     -   690,368.986    99,449.561   MT  0.99996667   -0 00 15.7
 MD1634;SPC IN E     - 2,264,985.58    326,277.43   sFT  0.99996667   -0 00 15.7
 MD1634;UTM  16      - 4,591,398.330   610,791.967   MT  0.99975106   +0 52 43.1
 MD1634
 MD1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1634!SPC IN E     -   0.99996338  x   0.99996667  =   0.99993006
 MD1634!UTM  16      -   0.99996338  x   0.99975106  =   0.99971445
 MD1634
 MD1634:                Primary Azimuth Mark                     Grid Az
 MD1634:SPC IN E     -  RICHVILLE AZ MK                          179 48 21.4
 MD1634:UTM  16      -  RICHVILLE AZ MK                          178 55 22.6
 MD1634
 MD1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1079191398(NAD 83)
 MD1634
 MD1634|---------------------------------------------------------------------|
 MD1634| PID    Reference Object                     Distance      Geod. Az  |
 MD1634|                                                           dddmmss.s |
 MD1634| CD1117 RICHVILLE RM 1                       26.066 METERS 02917     |
 MD1634| CD1118 RICHVILLE RM 2                       30.809 METERS 15602     |
 MD1634| CD1116 RICHVILLE AZ MK                                    1794805.7 |
 MD1634|---------------------------------------------------------------------|
 MD1634
 MD1634                          SUPERSEDED SURVEY CONTROL
 MD1634
 MD1634  NAD 83(1995)-  41 27 59.52300(N)    085 40 23.72991(W) AD(       ) 3
 MD1634  NAD 83(1986)-  41 27 59.52376(N)    085 40 23.73078(W) AD(       ) 3
 MD1634  NAD 27      -  41 27 59.34540(N)    085 40 23.78040(W) AD(       ) 3
 MD1634
 MD1634.Superseded values are not recommended for survey control.
 MD1634
 MD1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1634.See file dsdata.pdf to determine how the superseded data were derived.
 MD1634
 MD1634_MARKER: DS = TRIANGULATION STATION DISK
 MD1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1634_STAMPING: RICHVILLE 1947
 MD1634_MARK LOGO: CGS
 MD1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1634+STABILITY: SURFACE MOTION
 MD1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1634+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 MD1634
 MD1634  HISTORY     - Date     Condition        Report By
 MD1634  HISTORY     - 1947     MONUMENTED       CGS
 MD1634  HISTORY     - 1980     GOOD             IN-039
 MD1634  HISTORY     - 20040312 GOOD             INDIV
 MD1634
 MD1634                          STATION DESCRIPTION
 MD1634
 MD1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1634'STATION IS LOCATED ABOUT 4.5 MILES WEST OF LIGONIER AT THE RICHVILLE
 MD1634'METHODIST CHURCH ON THE NORTH SIDE OF U.S. HIGHWAY 33.
 MD1634'
 MD1634'IT IS 201 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 33 AND A CROSSROAD,
 MD1634'78 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 22 FEET WEST
 MD1634'OF THE CENTER OF THE ROAD, 5 FEET NORTH OF A WHITE WITNESS POST AND
 MD1634'ONE FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MD1634'DISK IS STAMPED RICHVILLE 1947.
 MD1634'
 MD1634'REFERENCE MARK NO. 1 IS 85.52 FEET NORTHEAST OF THE STATION.  IT IS 19
 MD1634'FEET EAST OF THE CENTER OF THE ROAD AND ONE FOOT EAST OF THE
 MD1634'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1634'RICHVILLE NO 1 1947.
 MD1634'
 MD1634'REFERENCE MARK NO. 2 IS 101.08 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1634'71 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 62.5 FEET
 MD1634'EAST OF THE NORTHEAST CORNER OF THE CHURCH AND 21 FEET EAST OF THE
 MD1634'CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1634'STAMPED RICHVILLE NO 1 1947.
 MD1634'
 MD1634'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE WEST SIDE OF THE
 MD1634'ROAD.  IT IS 19 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET NORTH OF A
 MD1634'WHITE WITNESS POST AND ONE FOOT EAST OF A FENCE LINE.  THE MARK
 MD1634'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RICHVILLE 1947.
 MD1634'
 MD1634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1634'HIGHWAY 5 IN LIGONIER, GO WEST ON HIGHWAY 33 FOR 4.4 MILES TO A
 MD1634'CROSSROAD AND CHURCH IN THE NORTHWEST ANGLE AND THE STATION AS
 MD1634'DESCRIBED.
 MD1634'
 MD1634'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS GO SOUTH ON GRAVEL ROAD
 MD1634'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1634'
 MD1634'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1634
 MD1634                          STATION RECOVERY (1980)
 MD1634
 MD1634'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1634'RICHVILLE 1947 RECOVERED GOOD.  U.S. 33 IS NOW COUNTY ROAD 50.
 MD1634'CROSSROAD IS COUNTY ROAD 43.
 MD1634'
 MD1634'RICHVILLE NO. 1 1947 RECOVERED GOOD.  IT IS 21 FEET EAST (NOT 19) OF
 MD1634'CENTER OF COUNTY ROAD 43.
 MD1634'
 MD1634'RICHVILLE NO. 2 1947 RECOVERED GOOD.  IT IS STAMPED NO. 2, NOT NO. 1
 MD1634'AS NOTED IN JAN 1959 DESCRIPTION.
 MD1634'
 MD1634'AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN JAN 1959
 MD1634'DESCRIPTION.
 MD1634'
 MD1634'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.4 MILES WEST OF
 MD1634'LIGENIER, INDIANA.
 MD1634
 MD1634                          STATION RECOVERY (2004)
 MD1634
 MD1634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1634'RICHVILLE 1947 RECOVERED IN GOOD CONDITION.
 MD1634'
 MD1634'RICHVILLE NO. 1 HAS BEEN DESTROYED.  FARM FENCELINE HAS BEEN REMOVED
 MD1634'AND FIELD IS NOW FARMED TO +/-5 FT. OF ROAD.
 MD1634'
 MD1634'RICHVILLE NO. 2 HAS BEEN DESTROYED.  SEE NOTE ABOVE.
 MD1634'
 MD1634'AZIMUTH MARK RECOVERED AS PER PREVIOUS DESCRIPTIONS.
 MD1634'
 MD1634'WHITE WITNESS POSTS HAVE BEEN REMOVED.  REMAINING RICHVILLE MONUMENTS
 MD1634'MARKED WITH LATHE/PAINT - SIGNS SUBJECT TO DAMAGE FROM FARM EQUIPMENT.
 MD1634'BOTH MONUMENTS SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3550 ***********************************************************************
 JZ3550  DESIGNATION -  RICPORT AZ MK
 JZ3550  PID         -  JZ3550
 JZ3550  STATE/COUNTY-  IN/WAYNE
 JZ3550  COUNTRY     -  US
 JZ3550  USGS QUAD   -  NEW PARIS (2016)
 JZ3550
 JZ3550                         *CURRENT SURVEY CONTROL
 JZ3550  ______________________________________________________________________
 JZ3550* NAD 83(1986) POSITION- 39 45 21.     (N) 084 51 07.     (W)   SCALED
 JZ3550* NAVD 88 ORTHO HEIGHT -   341.36  (meters)     1119.9   (feet) RESET
 JZ3550  ______________________________________________________________________
 JZ3550  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 JZ3550  VERT ORDER      -  THIRD
 JZ3550
 JZ3550.This mark is at Richmond Airport (RID)
 JZ3550
 JZ3550.The horizontal coordinates were scaled from a map and have
 JZ3550.an estimated accuracy of +/- 6 seconds.
 JZ3550
 JZ3550.The orthometric height was computed from unverified reset data.
 JZ3550
 JZ3550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3550.GEOID18 height accuracy estimate available here.
 JZ3550
 JZ3550.Click photographs - Photos may exist for this station.
 JZ3550
 JZ3550;                    North         East    Units  Estimated Accuracy
 JZ3550;SPC IN E     -   500,730.      169,820.      MT  (+/- 180 meters Scaled)
 JZ3550
 JZ3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK840028(NAD 83)
 JZ3550
 JZ3550                          SUPERSEDED SURVEY CONTROL
 JZ3550
 JZ3550  NGVD 29 (08/22/16)  341.51   (m)         1120.4    (f) RESET       3  
 JZ3550
 JZ3550.Superseded values are not recommended for survey control.
 JZ3550
 JZ3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3550.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3550
 JZ3550_MARKER: DZ = AZIMUTH MARK DISK
 JZ3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3550_STAMPING: RICPORT 1986
 JZ3550_MARK LOGO: NGS
 JZ3550_PROJECTION: FLUSH
 JZ3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3550+STABILITY: SURFACE MOTION
 JZ3550
 JZ3550  HISTORY     - Date     Condition        Report By
 JZ3550  HISTORY     - 1986     MONUMENTED       NGS
 JZ3550
 JZ3550                          STATION DESCRIPTION
 JZ3550
 JZ3550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3550'6.4 KM (4.00 MI) SE FROM RICHMOND.
 JZ3550'FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROUTE 227 OF THE SOUTH
 JZ3550'SIDE OF RICHMOND, GO SOUTHEAST ON STATE ROUTE 227 FOR 6.62 KM
 JZ3550'(4.10 MI) TO THE ENTRANCE TO THE RICHMOND MUNCICIPAL AIRPORT AND THE
 JZ3550'STATION ON LEFT, 38.5 M (126.3 FT) SOUTH OF ENTRANCE ROAD TO AIRPORT,
 JZ3550'18.10 M (59.4 FT) EAST OF THE CENTER OF HIGHWAY 227, 10.10 M
 JZ3550'(33.1 FT) EAST-SOUTHEAST OF A UTILITY POLE AND 0.65 M (2.1 FT) NORTH
 JZ3550'FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4049 ***********************************************************************
 DM4049  SACS        -  This is a Secondary Airport Control Station.
 DM4049  DESIGNATION -  RID A
 DM4049  PID         -  DM4049
 DM4049  STATE/COUNTY-  IN/WAYNE
 DM4049  COUNTRY     -  US
 DM4049  USGS QUAD   -  NEW PARIS (2016)
 DM4049
 DM4049                         *CURRENT SURVEY CONTROL
 DM4049  ______________________________________________________________________
 DM4049* NAD 83(2011) POSITION- 39 45 19.29992(N) 084 50 42.99407(W)   ADJUSTED
 DM4049* NAD 83(2011) ELLIP HT-   310.904 (meters)        (06/27/12)   ADJUSTED
 DM4049* NAD 83(2011) EPOCH   -  2010.00
 DM4049* NAVD 88 ORTHO HEIGHT -   344.62  (meters)     1130.6   (feet) GPS OBS
 DM4049  ______________________________________________________________________
 DM4049  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4049  GEOID HEIGHT    -        -33.721 (meters)                     GEOID09
 DM4049  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 DM4049  NAD 83(2011) X  -    441,174.360 (meters)                     COMP
 DM4049  NAD 83(2011) Y  - -4,890,503.122 (meters)                     COMP
 DM4049  NAD 83(2011) Z  -  4,057,339.262 (meters)                     COMP
 DM4049  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 DM4049
 DM4049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4049  Standards:
 DM4049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4049  -------------------------------------------------------------------
 DM4049  NETWORK    0.51   1.33           0.23   0.18   0.68     -0.06642336
 DM4049  -------------------------------------------------------------------
 DM4049  Click here for local accuracies and other accuracy information.
 DM4049
 DM4049.This mark is at Richmond Airport (RID)
 DM4049
 DM4049.The horizontal coordinates were established by GPS observations
 DM4049.and adjusted by the National Geodetic Survey in June 2012.
 DM4049
 DM4049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4049.been affixed to the stable North American tectonic plate. See 
 DM4049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4049
 DM4049.The horizontal coordinates are valid at the epoch date displayed above
 DM4049.which is a decimal equivalence of Year/Month/Day.
 DM4049
 DM4049.The orthometric height was determined by GPS observations and a
 DM4049.high-resolution geoid model.
 DM4049
 DM4049.GPS derived orthometric heights for airport stations designated as
 DM4049.PACS or SACS are published to 2 decimal places.  This maintains
 DM4049.centimeter relative accuracy between the PACS and SACS.  It does
 DM4049.not indicate centimeter accuracy relative to other marks which are
 DM4049.part of the published vertical control network.
 DM4049
 DM4049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4049.GEOID18 height accuracy estimate available here.
 DM4049
 DM4049.Click photographs - Photos may exist for this station.
 DM4049
 DM4049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4049
 DM4049.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4049
 DM4049.The ellipsoidal height was determined by GPS observations
 DM4049.and is referenced to NAD 83.
 DM4049
 DM4049. The following values were computed from the NAD 83(2011) position.
 DM4049
 DM4049;                    North         East     Units Scale Factor Converg.
 DM4049;SPC IN E     -   500,678.403   170,389.471   MT  1.00002764   +0 31 31.1
 DM4049;SPC IN E     - 1,642,642.39    559,019.46   sFT  1.00002764   +0 31 31.1
 DM4049;UTM  16      - 4,402,825.538   684,589.279   MT  1.00001950   +1 22 42.1
 DM4049
 DM4049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4049!SPC IN E     -   0.99995123  x   1.00002764  =   0.99997887
 DM4049!UTM  16      -   0.99995123  x   1.00001950  =   0.99997073
 DM4049
 DM4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8458902825(NAD 83)
 DM4049
 DM4049                          SUPERSEDED SURVEY CONTROL
 DM4049
 DM4049  NAD 83(2007)-  39 45 19.30006(N)    084 50 42.99472(W) AD(2002.00) 1
 DM4049  ELLIP H (10/27/10)  310.908  (m)                       GP(2002.00) 4 1
 DM4049
 DM4049.Superseded values are not recommended for survey control.
 DM4049
 DM4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4049.See file dsdata.pdf to determine how the superseded data were derived.
 DM4049
 DM4049_MARKER: DD = SURVEY DISK
 DM4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4049_STAMPING: RID A 2009
 DM4049_MARK LOGO: WOOLPT
 DM4049_PROJECTION: FLUSH
 DM4049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4049+STABILITY: SURFACE MOTION
 DM4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4049+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4049
 DM4049  HISTORY     - Date     Condition        Report By
 DM4049  HISTORY     - 20090617 MONUMENTED       WOOLPT
 DM4049
 DM4049                          STATION DESCRIPTION
 DM4049
 DM4049'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4049'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTHEAST OF
 DM4049'BROWNSVILLE, 9.4 MI (15.1 KM) NORTH-NORTHEAST OF LIBERTY AND 5.6 MI
 DM4049'(9.0 KM) SOUTH-SOUTHEAST OF RICHMOND.  LOCATED NEAR MIDFIELD OF THE
 DM4049'RICHMOND MUNICIPAL AIRPORT.  OWNERSHIP--THE RICHMOND BOARD OF
 DM4049'AVIATION, 5169 SR 227 S, RICHMOND, IN 47375.  PHONE 765.983.7296.
 DM4049'PLEASE CALL 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE CONTROL MARK.
 DM4049'
 DM4049'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 27 WITH
 DM4049'STATE HIGHWAY 227 (BOSTON PIKE), APPROXIMATELY 1.75 MI (2.8 KM) SOUTH
 DM4049'OF THE CITY OF RICHMOND, GO SOUTHEASTERLY 4.10 MI (6.6 KM) ON HIGHWAY
 DM4049'227 TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND GO EAST
 DM4049'0.2 MI (0.3 KM) TO THE MAIN TERMINAL AND GATE.  FROM THE GATE PROCEED
 DM4049'SOUTHEASTERLY, CROSSING TARMAC TO THE INTERSECTION OF TAXIWAY A AND
 DM4049'TAXIWAY B, VEER RIGHT AND GO SOUTHEAST 0.1 MI (0.2 KM) ON TAXIWAY B TO
 DM4049'THE STATION ON THE LEFT.  THE STATION IS A STANDARD WOOLPERT AIRPORT
 DM4049'GEODETIC CONTROL SURVEY DISK MARKER STAMPED --RID A 2009-- SET INTO
 DM4049'THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT (1.5 M) DEEP CONCRETE POST,
 DM4049'SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TAXIWAY PAVEMENT.
 DM4049'
 DM4049'THE STATION IS 40.3 FT (12.3 M) NORTH-NORTHWEST OF THE CENTER OF A --B
 DM4049'24-6-- RUNWAY SIGN, 81.4 FT (24.8 M) NORTHEAST OF THE NORTHEAST EDGE
 DM4049'OF EDGE OF TAXIWAY B, AND 260.29 FT (79.3 M) NORTHWEST OF RUNWAY 6-24
 DM4049'CENTERLINE.
 DM4049'
 DM4049'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4049'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4050 ***********************************************************************
 DM4050  SACS        -  This is a Secondary Airport Control Station.
 DM4050  DESIGNATION -  RID B
 DM4050  PID         -  DM4050
 DM4050  STATE/COUNTY-  IN/WAYNE
 DM4050  COUNTRY     -  US
 DM4050  USGS QUAD   -  FAIRHAVEN (2016)
 DM4050
 DM4050                         *CURRENT SURVEY CONTROL
 DM4050  ______________________________________________________________________
 DM4050* NAD 83(2011) POSITION- 39 44 59.26169(N) 084 50 19.61417(W)   ADJUSTED
 DM4050* NAD 83(2011) ELLIP HT-   313.061 (meters)        (06/27/12)   ADJUSTED
 DM4050* NAD 83(2011) EPOCH   -  2010.00
 DM4050* NAVD 88 ORTHO HEIGHT -   346.77  (meters)     1137.7   (feet) GPS OBS
 DM4050  ______________________________________________________________________
 DM4050  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4050  GEOID HEIGHT    -        -33.710 (meters)                     GEOID09
 DM4050  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 DM4050  NAD 83(2011) X  -    441,764.394 (meters)                     COMP
 DM4050  NAD 83(2011) Y  - -4,890,848.355 (meters)                     COMP
 DM4050  NAD 83(2011) Z  -  4,056,865.483 (meters)                     COMP
 DM4050  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 DM4050
 DM4050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4050  Standards:
 DM4050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4050  -------------------------------------------------------------------
 DM4050  NETWORK    0.52   1.33           0.24   0.18   0.68     -0.07090961
 DM4050  -------------------------------------------------------------------
 DM4050  Click here for local accuracies and other accuracy information.
 DM4050
 DM4050.This mark is at Richmond Airport (RID)
 DM4050
 DM4050.The horizontal coordinates were established by GPS observations
 DM4050.and adjusted by the National Geodetic Survey in June 2012.
 DM4050
 DM4050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4050.been affixed to the stable North American tectonic plate. See 
 DM4050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4050
 DM4050.The horizontal coordinates are valid at the epoch date displayed above
 DM4050.which is a decimal equivalence of Year/Month/Day.
 DM4050
 DM4050.The orthometric height was determined by GPS observations and a
 DM4050.high-resolution geoid model.
 DM4050
 DM4050.GPS derived orthometric heights for airport stations designated as
 DM4050.PACS or SACS are published to 2 decimal places.  This maintains
 DM4050.centimeter relative accuracy between the PACS and SACS.  It does
 DM4050.not indicate centimeter accuracy relative to other marks which are
 DM4050.part of the published vertical control network.
 DM4050
 DM4050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4050.GEOID18 height accuracy estimate available here.
 DM4050
 DM4050.Click photographs - Photos may exist for this station.
 DM4050
 DM4050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4050
 DM4050.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4050
 DM4050.The ellipsoidal height was determined by GPS observations
 DM4050.and is referenced to NAD 83.
 DM4050
 DM4050. The following values were computed from the NAD 83(2011) position.
 DM4050
 DM4050;                    North         East     Units Scale Factor Converg.
 DM4050;SPC IN E     -   500,065.523   170,951.732   MT  1.00002862   +0 31 45.8
 DM4050;SPC IN E     - 1,640,631.64    560,864.14   sFT  1.00002862   +0 31 45.8
 DM4050;UTM  16      - 4,402,221.101   685,160.596   MT  1.00002210   +1 22 56.5
 DM4050
 DM4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4050!SPC IN E     -   0.99995089  x   1.00002862  =   0.99997951
 DM4050!UTM  16      -   0.99995089  x   1.00002210  =   0.99997299
 DM4050
 DM4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8516002221(NAD 83)
 DM4050
 DM4050                          SUPERSEDED SURVEY CONTROL
 DM4050
 DM4050  NAD 83(2007)-  39 44 59.26183(N)    084 50 19.61482(W) AD(2002.00) 1
 DM4050  ELLIP H (10/27/10)  313.065  (m)                       GP(2002.00) 4 1
 DM4050
 DM4050.Superseded values are not recommended for survey control.
 DM4050
 DM4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4050.See file dsdata.pdf to determine how the superseded data were derived.
 DM4050
 DM4050_MARKER: DD = SURVEY DISK
 DM4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4050_STAMPING: RID B 2009
 DM4050_MARK LOGO: WOOLPT
 DM4050_PROJECTION: FLUSH
 DM4050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4050+STABILITY: SURFACE MOTION
 DM4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4050+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4050
 DM4050  HISTORY     - Date     Condition        Report By
 DM4050  HISTORY     - 20090617 MONUMENTED       WOOLPT
 DM4050
 DM4050                          STATION DESCRIPTION
 DM4050
 DM4050'DESCRIBED BY WOOLPERT CONSULTANTS 2009 (BJM)
 DM4050'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST-NORTHEAST OF
 DM4050'BROWNSVILLE, 9.3 MI (15.0 KM) NORTH-NORTHEAST OF LIBERTY AND 6.1 MI
 DM4050'(9.8 KM) SOUTH-SOUTHEAST OF RICHMOND.  LOCATED NEAR THE SOUTH END OF
 DM4050'THE RICHMOND MUNICIPAL AIRPORT.  OWNERSHIP--THE RICHMOND BOARD OF
 DM4050'AVIATION, 5169 SR 227 S, RICHMOND, IN 47375.  PHONE 765.983.7296.
 DM4050'PLEASE CALL 24 HOURS IN ADVANCE TO GAIN ACCESS TO THE CONTROL MARK.
 DM4050'
 DM4050'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US HIGHWAY 27 WITH
 DM4050'STATE HIGHWAY 227 (BOSTON PIKE), APPROXIMATELY 1.75 MI (2.8 KM) SOUTH
 DM4050'OF THE CITY OF RICHMOND, GO SOUTHEASTERLY 4.10 MI (6.6 KM) ON HIGHWAY
 DM4050'227 TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND GO EAST
 DM4050'0.2 MI (0.3 KM) TO THE MAIN TERMINAL AND GATE.  FROM THE GATE PROCEED
 DM4050'SOUTHEASTERLY, CROSSING TARMAC TO THE INTERSECTION OF TAXIWAY A AND
 DM4050'TAXIWAY B, VEER RIGHT AND GO SOUTHEAST 0.6 MI (1.0 KM) ON TAXIWAY B TO
 DM4050'THE STATION AND END OF RUNWAY 33 ON THE LEFT.  THE STATION IS A
 DM4050'STANDARD WOOLPERT AIRPORT GEODETIC CONTROL SURVEY DISK MARKER STAMPED
 DM4050'--RID B 2009-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER 5 FT
 DM4050'(1.5 M) DEEP CONCRETE POST, SET FLUSH WITH THE GROUND AND ABOUT LEVEL
 DM4050'WITH THE TAXIWAY PAVEMENT.
 DM4050'
 DM4050'THE STATION IS 26.5 FT (8.1 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DM4050'OF A --33-- RUNWAY SIGN, 56.5 FT (17.2 M) NORTH-NORTHEAST OF THE
 DM4050'CENTERLINE OF TAXIWAY B CENTERLINE AND 200.6 FT (61.1 M) SOUTHWEST OF
 DM4050'THE SOUTHWEST EDGE OF RUNWAY 33 PAVEMENT.
 DM4050'
 DM4050'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DM4050'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1786 ***********************************************************************
 JA1786  DESIGNATION -  RIDDLE
 JA1786  PID         -  JA1786
 JA1786  STATE/COUNTY-  IN/CRAWFORD
 JA1786  COUNTRY     -  US
 JA1786  USGS QUAD   -  ENGLISH (2019)
 JA1786
 JA1786                         *CURRENT SURVEY CONTROL
 JA1786  ______________________________________________________________________
 JA1786* NAD 83(1997) POSITION- 38 15 43.10677(N) 086 25 36.27858(W)   ADJUSTED
 JA1786* NAVD 88 ORTHO HEIGHT -   246.30  (+/-2cm)      808.1   (feet) VERTCON3
 JA1786  ______________________________________________________________________
 JA1786  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 JA1786  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JA1786  HORZ ORDER      -  FIRST
 JA1786  VERT ORDER      -  THIRD ? (See Below)
 JA1786
 JA1786.The horizontal coordinates were established by classical geodetic methods
 JA1786.and adjusted by the National Geodetic Survey in May 1999.
 JA1786
 JA1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1786
 JA1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1786.GEOID18 height accuracy estimate available here.
 JA1786
 JA1786.The vertical order pertains to the NGVD 29 superseded value.
 JA1786
 JA1786.Click photographs - Photos may exist for this station.
 JA1786
 JA1786.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1786
 JA1786. The following values were computed from the NAD 83(1997) position.
 JA1786
 JA1786;                    North         East     Units Scale Factor Converg.
 JA1786;SPC IN W     -   334,775.805   957,462.475   MT  1.00000732   +0 24 23.8
 JA1786;SPC IN W     - 1,098,343.62  3,141,274.80   sFT  1.00000732   +0 24 23.8
 JA1786;SPC KY1Z     - 1,214,262.057 1,440,776.791   MT  0.99992752   -0 24 55.8
 JA1786;SPC KY1Z     - 3,983,791.43  4,726,948.52   sFT  0.99992752   -0 24 55.8
 JA1786;SPC KY S     -   714,257.396   440,767.953   MT  1.00007652   -0 24 37.5
 JA1786;SPC KY S     - 2,343,359.47  1,446,086.19   sFT  1.00007652   -0 24 37.5
 JA1786;UTM  16      - 4,235,037.606   550,150.966   MT  0.99963097   +0 21 18.0
 JA1786
 JA1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1786!SPC IN W     -   0.99996657  x   1.00000732  =   0.99997389
 JA1786!SPC KY1Z     -   0.99996657  x   0.99992752  =   0.99989409
 JA1786!SPC KY S     -   0.99996657  x   1.00007652  =   1.00004308
 JA1786!UTM  16      -   0.99996657  x   0.99963097  =   0.99959755
 JA1786
 JA1786:                Primary Azimuth Mark                     Grid Az
 JA1786:SPC IN W     -  RIDDLE AZ MK                             043 16 41.2
 JA1786:SPC KY1Z     -  RIDDLE AZ MK                             044 06 00.8
 JA1786:SPC KY S     -  RIDDLE AZ MK                             044 05 42.5
 JA1786:UTM  16      -  RIDDLE AZ MK                             043 19 47.0
 JA1786
 JA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5015035037(NAD 83)
 JA1786
 JA1786|---------------------------------------------------------------------|
 JA1786| PID    Reference Object                     Distance      Geod. Az  |
 JA1786|                                                           dddmmss.s |
 JA1786| CG9795 RIDDLE AZ MK                                       0434105.0 |
 JA1786| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX. 9.5 KM 1340336.2 |
 JA1786| CG9796 RIDDLE RM 1                          26.252 METERS 14701     |
 JA1786| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.15.4 KM 1925459.4 |
 JA1786| CG9797 RIDDLE RM 2                          24.603 METERS 23511     |
 JA1786| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 7.3 KM 2534537.5 |
 JA1786|---------------------------------------------------------------------|
 JA1786
 JA1786                          SUPERSEDED SURVEY CONTROL
 JA1786
 JA1786  NAD 83(1993)-  38 15 43.10937(N)    086 25 36.28063(W) AD(       ) 1
 JA1786  NAD 83(1986)-  38 15 43.11274(N)    086 25 36.28346(W) AD(       ) 1
 JA1786  NAD 27      -  38 15 42.88800(N)    086 25 36.35500(W) AD(       ) 1
 JA1786  NGVD 29             246.41   (m)          808.4    (f) LEVELING    3  
 JA1786
 JA1786.Superseded values are not recommended for survey control.
 JA1786
 JA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1786.See file dsdata.pdf to determine how the superseded data were derived.
 JA1786
 JA1786_MARKER: DS = TRIANGULATION STATION DISK
 JA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1786_STAMPING: RIDDLE 1946
 JA1786_MARK LOGO: CGS
 JA1786_PROJECTION: FLUSH
 JA1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1786+STABILITY: SURFACE MOTION
 JA1786
 JA1786  HISTORY     - Date     Condition        Report By
 JA1786  HISTORY     - 1946     MONUMENTED       CGS
 JA1786  HISTORY     - 1947     GOOD             CGS
 JA1786
 JA1786                          STATION DESCRIPTION
 JA1786
 JA1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1786'THE STATION IS LOCATED 0.8 MILE NORTH OF THE POST OFFICE IN RIDDLE,
 JA1786'ON PROPERTY OWNED AND OCCUPIED BY TOM COLLINS, 30 FEET SOUTHEAST OF
 JA1786'A GATE TO A CULTIVATED FIELD AND 27 FEET SOUTH OF THE NORTHEAST
 JA1786'FENCE CORNER OF THE BARNYARD.  THE MARK IS FLUSH WITH THE GROUND
 JA1786'AND THE DISK IS STAMPED RIDDLE 1946.
 JA1786'
 JA1786'REFERENCE MARK NO. 1 IS 86.13 FEET SOUTHEAST OF THE STATION, 27 FEET
 JA1786'SOUTH OF A GATE TO A CULTIVATED FIELD AND 1 FOOT WEST OF A
 JA1786'FENCELINE.  THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND
 JA1786'THE DISK IS STAMPED RIDDLE NO 1 1946.
 JA1786'
 JA1786'REFERENCE MARK NO. 2 IS 80.72 FEET SOUTHWEST OF THE STATION,
 JA1786'APPROXIMATELY 100 FEET NORTH OF A LIVESTOCK SHED AND 1 FOOT EAST OF
 JA1786'A FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1786'STAMPED RIDDLE NO 2 1946.
 JA1786'
 JA1786'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 20 FEET SOUTH
 JA1786'OF THE CENTERLINE OF A GRAVEL ROAD, 9 FEET SOUTH OF A 14 INCH OAK
 JA1786'TREE AND 2.5 FEET SOUTH OF A STANDARD REFERENCE POST.  THE MARK
 JA1786'PROJECTS 4 INCHES AND THE DISK IS STAMPED RIDDLE 1946.
 JA1786'
 JA1786'TO REACH THE STATION FROM SULPHUR, GO EAST 3.3 MILES TO A
 JA1786'CROSSROADS AT BEECHWOOD, THENCE LEFT AND GO NORTH ON GRAVEL ROAD FOR
 JA1786'3.2 MILES TO POST OFFICE AT RIDDLE, CONTINUE NORTH ON GRAVEL ROAD
 JA1786'FOR 0.8 MILE TO A FARMHOUSE ON THE RIGHT AND STATION IN
 JA1786'BARNYARD.
 JA1786'
 JA1786'THE AZIMUTH MARK IS REACHED FROM THE FARMHOUSE BY CONTINUING
 JA1786'NORTH AND EAST ON GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH ON THE
 JA1786'RIGHT.
 JA1786'
 JA1786'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1786
 JA1786                          STATION RECOVERY (1947)
 JA1786
 JA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1786'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  NO
 JA1786'ADDITIONAL MARKS WERE ESTABLISHED.  SURFACE, UNDERGROUND, REFERENCE
 JA1786'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JA1786'SMALL VARIATIONS WERE FOUND IN THE DISTANCES TO THE REFERENCE
 JA1786'AND AZIMUTH MARKS.  OTHERWISE, THE ORIGINAL DESCRIPTION IS
 JA1786'ADEQUATE.  A COMPLETE DESCRIPTION FOLLOWS--
 JA1786'
 JA1786'THE STATION IS 0.8 MILE NORTH FROM THE POST OFFICE IN RIDDLE VIA A
 JA1786'GRAVELED ROAD, ON PROPERTY OF TOM COLLINS, ABOUT 100 YARDS NORTHEAST
 JA1786'OF THE COLLINS FARMHOUSE, 30 FEET SOUTHEAST OF A GATE, AND 27 FEET
 JA1786'SOUTH OF THE NORTHEAST CORNER OF THE BARNYARD.  THE MARK IS FLUSH
 JA1786'WITH THE GROUND, AND THE DISK IS STAMPED RIDDLE 1946.
 JA1786'
 JA1786'REFERENCE MARK NO. 1 IS 86.13 FEET SOUTHEAST OF THE STATION, 27
 JA1786'FEET SOUTH OF A GATE, AND 1 FOOT WEST OF A FENCE.  THE MARK IS 1
 JA1786'INCH BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 JA1786'RIDDLE NO 1 1946.
 JA1786'
 JA1786'REFERENCE MARK NO. 2 IS 80.72 FEET SOUTHWEST OF THE STATION AND 1
 JA1786'FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 JA1786'DISK IS STAMPED RIDDLE NO 2 1946.
 JA1786'
 JA1786'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE STATION,
 JA1786'20 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 9
 JA1786'FEET SOUTH OF A 14-INCH OAK TREE, AND 2. FEET SOUTH OF A WHITE
 JA1786'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 JA1786'STAMPED RIDDLE 1946.
 JA1786'
 JA1786'TO REACH THE AZIMUTH MARK FROM THE COLLINS FARMHOUSE, GO NORTH ON
 JA1786'GRAVELED ROAD FOR 0.3 MILE TO A CURVE, TURN RIGHT AND GO 0.3 MILE
 JA1786'TO MARK ON RIGHT.
 JA1786'
 JA1786'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2511 ***********************************************************************
 ME2511  DESIGNATION -  RIDGELAWN
 ME2511  PID         -  ME2511
 ME2511  STATE/COUNTY-  IN/LAKE
 ME2511  COUNTRY     -  US
 ME2511  USGS QUAD   -  HIGHLAND (2019)
 ME2511
 ME2511                         *CURRENT SURVEY CONTROL
 ME2511  ______________________________________________________________________
 ME2511* NAD 83(1997) POSITION- 41 32 51.02357(N) 087 23 24.21651(W)   ADJUSTED
 ME2511* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 ME2511  ______________________________________________________________________
 ME2511  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 ME2511  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 ME2511  HORZ ORDER      -  SECOND
 ME2511
 ME2511.The horizontal coordinates were established by classical geodetic methods
 ME2511.and adjusted by the National Geodetic Survey in May 1999.
 ME2511
 ME2511.The orthometric height was scaled from a topographic map.
 ME2511
 ME2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2511.GEOID18 height accuracy estimate available here.
 ME2511
 ME2511.Click photographs - Photos may exist for this station.
 ME2511
 ME2511.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2511
 ME2511. The following values were computed from the NAD 83(1997) position.
 ME2511
 ME2511;                    North         East     Units Scale Factor Converg.
 ME2511;SPC IN W     -   699,407.242   874,409.050   MT  0.99997472   -0 12 12.4
 ME2511;SPC IN W     - 2,294,638.59  2,868,790.36   sFT  0.99997472   -0 12 12.4
 ME2511;UTM  16      - 4,599,611.826   467,468.272   MT  0.99961302   -0 15 31.3
 ME2511
 ME2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2511!SPC IN W     -   0.99997470  x   0.99997472  =   0.99994942
 ME2511!UTM  16      -   0.99997470  x   0.99961302  =   0.99958773
 ME2511
 ME2511:                Primary Azimuth Mark                     Grid Az
 ME2511:SPC IN W     -  RIDGELAWN AZ MK                          146 50 06.4
 ME2511:UTM  16      -  RIDGELAWN AZ MK                          146 53 25.3
 ME2511
 ME2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6746899611(NAD 83)
 ME2511
 ME2511|---------------------------------------------------------------------|
 ME2511| PID    Reference Object                     Distance      Geod. Az  |
 ME2511|                                                           dddmmss.s |
 ME2511| ME2493 GARY ROOSEVELT HS CUPOLA            APPROX. 4.8 KM 0513747.5 |
 ME2511| CM4458 RIDGELAWN RM 1                       24.367 METERS 10047     |
 ME2511| CM4457 RIDGELAWN AZ MK                                    1463754.0 |
 ME2511| ME2507 GARY RADIO STATION WWCA MAST 4      APPROX. 2.3 KM 1521154.5 |
 ME2511| ME2504 GARY RADIO STATION WWCA MAST 3      APPROX. 2.4 KM 1525454.5 |
 ME2511| ME2503 GARY RADIO STA WWCA MAST 2          APPROX. 2.5 KM 1533548.4 |
 ME2511| ME2510 GARY RADIO STA WWCA MAST 1          APPROX. 2.6 KM 1541419.7 |
 ME2511| CM4459 RIDGELAWN RM 2                       24.326 METERS 18111     |
 ME2511|---------------------------------------------------------------------|
 ME2511
 ME2511                          SUPERSEDED SURVEY CONTROL
 ME2511
 ME2511  NAD 83(1994)-  41 32 51.02893(N)    087 23 24.22310(W) AD(       ) 2
 ME2511  NAD 83(1986)-  41 32 51.02895(N)    087 23 24.22309(W) AD(       ) 2
 ME2511  NAD 27      -  41 32 50.90260(N)    087 23 24.08700(W) AD(       ) 2
 ME2511
 ME2511.Superseded values are not recommended for survey control.
 ME2511
 ME2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2511.See file dsdata.pdf to determine how the superseded data were derived.
 ME2511
 ME2511_MARKER: DS = TRIANGULATION STATION DISK
 ME2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2511_STAMPING: RIDGELAWN 1952
 ME2511_MARK LOGO: CGS
 ME2511_PROJECTION: FLUSH
 ME2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2511+STABILITY: SURFACE MOTION
 ME2511
 ME2511  HISTORY     - Date     Condition        Report By
 ME2511  HISTORY     - 1952     MONUMENTED       CGS
 ME2511  HISTORY     - 1972     MARK NOT FOUND   NGS
 ME2511  HISTORY     - 20210512 MARK NOT FOUND   IN-089
 ME2511
 ME2511                          STATION DESCRIPTION
 ME2511
 ME2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2511'STATION IS LOCATED ABOUT 4 MILES EAST OF HIGHAND ON THE SOUTH SIDE OF
 ME2511'U.S. HIGHWAY 6 AND ON THE EAST
 ME2511'END OF THE RIDGELAWN CEMETERY.  IT IS 250 FEET SOUTH OF THE CENTER OF
 ME2511'THE HIGHWAY AND 26 FEET EAST OF THE
 ME2511'CENTER OF A GRAVEL DRIVEWAY.  THE MARK IS FLUSH AND THE
 ME2511'DISK IS STAMPED RIDGELAWN 1952.
 ME2511'
 ME2511'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF A 16 INCH OAK TREE.  THE
 ME2511'MARK IS FLUSH AND THE DISK IS
 ME2511'STAMPED RIDGELAWN NO 1 1952.
 ME2511'
 ME2511'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF A GRAVEL DRIVE
 ME2511'AND 16 FEET NORTH OF THE
 ME2511'CENTER OF A GRAVEL DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2511'RIDGELAWN NO 2 1952.
 ME2511'
 ME2511'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 5 FEET
 ME2511'EAST OF A WHITE WITNESS
 ME2511'POST, 3 FEET NORTH OF A FENCE CORNER AND 2 FEET WEST OF A POWER LINE
 ME2511'POLE.  THE MARK PROJECTS 2 INCHES AND
 ME2511'THE DISK IS STAMPED RIDGELAWN 1952.
 ME2511'
 ME2511'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY 6
 ME2511'FOR 0.8 MILE TO A SIDE ROAD
 ME2511'LEFT, TURN LEFT AND GO 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 ME2511'0.65 MILE TO THE MARK ON THE
 ME2511'RIGHT AS DESCRIBED.
 ME2511'
 ME2511'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2511
 ME2511                          STATION RECOVERY (1972)
 ME2511
 ME2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2511'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  A LONG SEARCH WAS
 ME2511'MADE FOR THE
 ME2511'STATION AND REFERENCE MARKS.  NOTHING COULD BE FOUND AND
 ME2511'AFTER BEING TOLD BY CEMETERY
 ME2511'OFFICIALS THAT THE AREA HAD BEEN GRADED
 ME2511'DOWN THE STATION MARK WAS FOUND IN THE CEMETERY
 ME2511'DUMP.  THERE IS NO
 ME2511'DOUBT THAT ALL THE MARKS WERE DESTROYED BY THE GRADING.
 ME2511'
 ME2511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 ME2511'HIGHLAND
 ME2511
 ME2511                          STATION RECOVERY (2021)
 ME2511
 ME2511'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2511'NO EVIDENCE OF MARK.  MARK PROBABLY DESTROYED IN 1972.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2530 ***********************************************************************
 LB2530  DESIGNATION -  RIDGEWAY
 LB2530  PID         -  LB2530
 LB2530  STATE/COUNTY-  IN/HOWARD
 LB2530  COUNTRY     -  US
 LB2530  USGS QUAD   -  RUSSIAVILLE (2019)
 LB2530
 LB2530                         *CURRENT SURVEY CONTROL
 LB2530  ______________________________________________________________________
 LB2530* NAD 83(1997) POSITION- 40 29 21.57231(N) 086 17 44.42594(W)   ADJUSTED
 LB2530* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 LB2530  ______________________________________________________________________
 LB2530  GEOID HEIGHT    -        -34.346 (meters)                     GEOID18
 LB2530  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 LB2530  HORZ ORDER      -  SECOND
 LB2530
 LB2530.The horizontal coordinates were established by classical geodetic methods
 LB2530.and adjusted by the National Geodetic Survey in May 1999.
 LB2530
 LB2530.The orthometric height was scaled from a topographic map.
 LB2530
 LB2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2530.GEOID18 height accuracy estimate available here.
 LB2530
 LB2530.Click photographs - Photos may exist for this station.
 LB2530
 LB2530.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2530
 LB2530. The following values were computed from the NAD 83(1997) position.
 LB2530
 LB2530;                    North         East     Units Scale Factor Converg.
 LB2530;SPC IN E     -   582,040.287    46,673.623   MT  1.00000166   -0 24 30.3
 LB2530;SPC IN E     - 1,909,577.17    153,128.38   sFT  1.00000166   -0 24 30.3
 LB2530;SPC IN W     -   582,148.263   966,776.821   MT  1.00002153   +0 30 41.2
 LB2530;SPC IN W     - 1,909,931.43  3,171,833.62   sFT  1.00002153   +0 30 41.2
 LB2530;UTM  16      - 4,482,308.104   559,689.966   MT  0.99964386   +0 27 26.4
 LB2530
 LB2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2530!SPC IN E     -   0.99996713  x   1.00000166  =   0.99996879
 LB2530!SPC IN W     -   0.99996713  x   1.00002153  =   0.99998866
 LB2530!UTM  16      -   0.99996713  x   0.99964386  =   0.99961100
 LB2530
 LB2530:                Primary Azimuth Mark                     Grid Az
 LB2530:SPC IN E     -  RIDGEWAY AZ MK                           092 24 43.2
 LB2530:SPC IN W     -  RIDGEWAY AZ MK                           091 29 31.7
 LB2530:UTM  16      -  RIDGEWAY AZ MK                           091 32 46.5
 LB2530
 LB2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5968982308(NAD 83)
 LB2530
 LB2530|---------------------------------------------------------------------|
 LB2530| PID    Reference Object                     Distance      Geod. Az  |
 LB2530|                                                           dddmmss.s |
 LB2530| CD1119 RIDGEWAY AZ MK                                     0920012.9 |
 LB2530| CD1120 RIDGEWAY RM 1                        30.312 METERS 09629     |
 LB2530| CD1121 RIDGEWAY RM 2                        28.709 METERS 35233     |
 LB2530|---------------------------------------------------------------------|
 LB2530
 LB2530                          SUPERSEDED SURVEY CONTROL
 LB2530
 LB2530  NAD 83(1986)-  40 29 21.57752(N)    086 17 44.43808(W) AD(       ) 2
 LB2530  NAD 27      -  40 29 21.44060(N)    086 17 44.44650(W) AD(       ) 2
 LB2530
 LB2530.Superseded values are not recommended for survey control.
 LB2530
 LB2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2530.See file dsdata.pdf to determine how the superseded data were derived.
 LB2530
 LB2530_MARKER: DS = TRIANGULATION STATION DISK
 LB2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2530_STAMPING: RIDGEWAY 1954
 LB2530_MARK LOGO: CGS
 LB2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2530+STABILITY: SURFACE MOTION
 LB2530
 LB2530  HISTORY     - Date     Condition        Report By
 LB2530  HISTORY     - 1954     MONUMENTED       CGS
 LB2530
 LB2530                          STATION DESCRIPTION
 LB2530
 LB2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2530'STATION IS LOCATED IN THE NORTHEAST ANGLE OF STATE HIGHWAY 22 AND A
 LB2530'GRAVEL ROAD NORTH, ABOUT 7-1/2 MILES WEST OF KOKOMO AND IS ON ROAD
 LB2530'RIGHT-OF-WAY.  IT IS 57 FEET NORTHEAST OF THE INTERSECTION, 47 FEET
 LB2530'NORTH OF THE CENTER OF HIGHWAY 22, 31 FEET EAST OF THE CENTER OF A
 LB2530'GRAVEL ROAD, 10 FEET SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET
 LB2530'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LB2530'IS STAMPED RIDGEWAY 1954.
 LB2530'
 LB2530'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF HIGHWAY
 LB2530'22, 18 FEET NORTH OF THE EAST EDGE OF A CONCRETE CULVERT AND 1 FOOT
 LB2530'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2530'RIDGEWAY NO 1 1954.
 LB2530'
 LB2530'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A POWER LINE POLE, 18 FEET
 LB2530'EAST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE LINE.
 LB2530'THE MARK IS FLUSH AND THE DISK IS STAMPED RIDGEWAY NO 2 1954.
 LB2530'
 LB2530'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 22, 2 FEET
 LB2530'WEST OF A POWER LINE POLE, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT
 LB2530'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2530'STAMPED RIDGEWAY 1954.
 LB2530'
 LB2530'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2530'HIGHWAY 22 (NORTH WASHINGTON AND WEST SYCAMORE STREETS) IN KOKOMO,
 LB2530'GO WEST ON HIGHWAY 22 (WEST SYCAMORE STREET) FOR 8.05 MILES TO THE
 LB2530'AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 LB2530'CONTINUE WEST ON HIGHWAY 22 FOR 0.35 MILE TO A CONCRETE BLOCK
 LB2530'BUILDING ON THE LEFT AND A GRAVEL ROAD NORTH AND THE STATION IN THE
 LB2530'NORTHEAST ANGLE AS DESCRIBED.
 LB2530'
 LB2530'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2098 ***********************************************************************
 LA2098  DESIGNATION -  RIEBELING
 LA2098  PID         -  LA2098
 LA2098  STATE/COUNTY-  IN/DELAWARE
 LA2098  COUNTRY     -  US
 LA2098  USGS QUAD   -  EATON (2019)
 LA2098
 LA2098                         *CURRENT SURVEY CONTROL
 LA2098  ______________________________________________________________________
 LA2098* NAD 83(1997) POSITION- 40 22 09.01198(N) 085 22 11.48937(W)   ADJUSTED
 LA2098* NAVD 88 ORTHO HEIGHT -   289.    (meters)      948.    (feet) SCALED
 LA2098  ______________________________________________________________________
 LA2098  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 LA2098  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 LA2098  HORZ ORDER      -  SECOND
 LA2098
 LA2098.The horizontal coordinates were established by classical geodetic methods
 LA2098.and adjusted by the National Geodetic Survey in May 1999.
 LA2098
 LA2098.The orthometric height was scaled from a topographic map.
 LA2098
 LA2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2098.GEOID18 height accuracy estimate available here.
 LA2098
 LA2098.Click photographs - Photos may exist for this station.
 LA2098
 LA2098.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2098
 LA2098. The following values were computed from the NAD 83(1997) position.
 LA2098
 LA2098;                    North         East     Units Scale Factor Converg.
 LA2098;SPC IN E     -   568,550.526   125,207.782   MT  0.99997449   +0 11 32.1
 LA2098;SPC IN E     - 1,865,319.52    410,785.86   sFT  0.99997449   +0 11 32.1
 LA2098;UTM  16      - 4,470,008.200   638,399.223   MT  0.99983578   +1 03 21.7
 LA2098
 LA2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2098!SPC IN E     -   0.99996002  x   0.99997449  =   0.99993451
 LA2098!UTM  16      -   0.99996002  x   0.99983578  =   0.99979581
 LA2098
 LA2098:                Primary Azimuth Mark                     Grid Az
 LA2098:SPC IN E     -  RIEBELING AZ MK                          174 44 28.8
 LA2098:UTM  16      -  RIEBELING AZ MK                          173 52 39.2
 LA2098
 LA2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3839970008(NAD 83)
 LA2098
 LA2098|---------------------------------------------------------------------|
 LA2098| PID    Reference Object                     Distance      Geod. Az  |
 LA2098|                                                           dddmmss.s |
 LA2098| CD1123 RIEBELING RM 1                       20.069 METERS 05102     |
 LA2098| CD1124 RIEBELING RM 2                       24.073 METERS 14907     |
 LA2098| LA2097 EATON MUNICIPAL TANK                APPROX. 3.2 KM 1565753.9 |
 LA2098| CD1122 RIEBELING AZ MK                                    1745600.9 |
 LA2098|---------------------------------------------------------------------|
 LA2098
 LA2098                          SUPERSEDED SURVEY CONTROL
 LA2098
 LA2098  NAD 83(1995)-  40 22 09.01499(N)    085 22 11.49868(W) AD(       ) 2
 LA2098  NAD 83(1986)-  40 22 09.01463(N)    085 22 11.50254(W) AD(       ) 2
 LA2098  NAD 27      -  40 22 08.87910(N)    085 22 11.60670(W) AD(       ) 2
 LA2098
 LA2098.Superseded values are not recommended for survey control.
 LA2098
 LA2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2098.See file dsdata.pdf to determine how the superseded data were derived.
 LA2098
 LA2098_MARKER: DS = TRIANGULATION STATION DISK
 LA2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2098_STAMPING: RIEBELING 1955
 LA2098_MARK LOGO: CGS
 LA2098_PROJECTION: RECESSED 30 CENTIMETERS
 LA2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2098+STABILITY: SURFACE MOTION
 LA2098
 LA2098  HISTORY     - Date     Condition        Report By
 LA2098  HISTORY     - 1955     MONUMENTED       CGS
 LA2098
 LA2098                          STATION DESCRIPTION
 LA2098
 LA2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2098'THE STATION IS ON THE PROPERTY OF MR. HENRY RIEBELING, ABOUT 5-1/2
 LA2098'MILES SOUTH OF HARTFORD CITY,
 LA2098'2 MILES NORTHWEST OF EATON, 72 FEET WEST OF THE CENTER OF STATE
 LA2098'HIGHWAY 3, 44 FEET EAST OF THE
 LA2098'SOUTHEAST CORNER OF A BARN, 43 FEET WEST-SOUTHWEST OF A FENCE
 LA2098'CORNER, AND 13 FEET SOUTH OF A FENCE.
 LA2098'
 LA2098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 3 IN
 LA2098'HARTFORD CITY, GO SOUTH ON
 LA2098'HIGHWAY 3 FOR 5.6 MILES TO THE STATION ON THE RIGHT, CONTINUE ON THE
 LA2098'HIGHWAY FOR 0.25 MILE TO THE AZIMUTH
 LA2098'MARK ON THE LEFT AS DESCRIBED.
 LA2098'
 LA2098'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA2098'THE DISK IS STAMPED RIEBELING.
 LA2098'
 LA2098'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTER OF THE HIGHWAY, 27
 LA2098'FEET NORTHEAST OF A FENCE
 LA2098'CORNER AND 9 FEET EAST OF A POWERLINE POLE.  THE MARK IS FLUSH WITH
 LA2098'THE GROUND, AND THE DISK IS
 LA2098'STAMPED RIEBELING NO 1 1955.
 LA2098'
 LA2098'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY, 3 FEET
 LA2098'SOUTH OF A 4-INCH BY 4-INCH
 LA2098'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 5
 LA2098'INCHES, AND THE DISK IS STAMPED RIEBELING NO 2 1955.
 LA2098'
 LA2098'THE AZIMUTH MARK IS 27 FEET SOUTH OF A TELEPHONE POLE, 33 FEET EAST
 LA2098'OF THE CENTER OF THE HIGHWAY,
 LA2098'3 FEET NORTH OF A 4-INCH BY 4-INCH WHITE WITNESS POST AND 1 FOOT WEST
 LA2098'OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND
 LA2098'THE DISK IS STAMPED RIEBELING 1955.
 LA2098'
 LA2098'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2118 ***********************************************************************
 LA2118  DESIGNATION -  RIGDON
 LA2118  PID         -  LA2118
 LA2118  STATE/COUNTY-  IN/MADISON
 LA2118  COUNTRY     -  US
 LA2118  USGS QUAD   -  FAIRMOUNT (2019)
 LA2118
 LA2118                         *CURRENT SURVEY CONTROL
 LA2118  ______________________________________________________________________
 LA2118* NAD 83(1997) POSITION- 40 22 45.48542(N) 085 40 18.44739(W)   ADJUSTED
 LA2118* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 LA2118  ______________________________________________________________________
 LA2118  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 LA2118  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 LA2118  HORZ ORDER      -  THIRD
 LA2118
 LA2118.The horizontal coordinates were established by classical geodetic methods
 LA2118.and adjusted by the National Geodetic Survey in May 1999.
 LA2118
 LA2118.The orthometric height was scaled from a topographic map.
 LA2118
 LA2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2118.GEOID18 height accuracy estimate available here.
 LA2118
 LA2118.Click photographs - Photos may exist for this station.
 LA2118
 LA2118.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2118
 LA2118. The following values were computed from the NAD 83(1997) position.
 LA2118
 LA2118;                    North         East     Units Scale Factor Converg.
 LA2118;SPC IN E     -   569,633.232    99,564.864   MT  0.99996667   -0 00 12.0
 LA2118;SPC IN E     - 1,868,871.70    326,655.72   sFT  0.99996667   -0 00 12.0
 LA2118;UTM  16      - 4,470,704.066   612,747.372   MT  0.99975648   +0 51 38.0
 LA2118
 LA2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2118!SPC IN E     -   0.99996287  x   0.99996667  =   0.99992954
 LA2118!UTM  16      -   0.99996287  x   0.99975648  =   0.99971936
 LA2118
 LA2118:                Primary Azimuth Mark                     Grid Az
 LA2118:SPC IN E     -  RIGDON AZ MK                             003 15 09.8
 LA2118:UTM  16      -  RIGDON AZ MK                             002 23 19.8
 LA2118
 LA2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1274770704(NAD 83)
 LA2118
 LA2118|---------------------------------------------------------------------|
 LA2118| PID    Reference Object                     Distance      Geod. Az  |
 LA2118|                                                           dddmmss.s |
 LA2118| CD1125 RIGDON AZ MK                                       0031457.8 |
 LA2118| CD1126 RIGDON RM 1                          23.577 METERS 09013     |
 LA2118| CD1127 RIGDON RM 2                          26.095 METERS 18609     |
 LA2118| CD1128 RIGDON RM 3                           9.338 METERS 33923     |
 LA2118|---------------------------------------------------------------------|
 LA2118
 LA2118                          SUPERSEDED SURVEY CONTROL
 LA2118
 LA2118  NAD 83(1995)-  40 22 45.48854(N)    085 40 18.46019(W) AD(       ) 3
 LA2118  NAD 83(1986)-  40 22 45.48847(N)    085 40 18.46090(W) AD(       ) 3
 LA2118  NAD 27      -  40 22 45.35010(N)    085 40 18.54520(W) AD(       ) 3
 LA2118
 LA2118.Superseded values are not recommended for survey control.
 LA2118
 LA2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2118.See file dsdata.pdf to determine how the superseded data were derived.
 LA2118
 LA2118_MARKER: DS = TRIANGULATION STATION DISK
 LA2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2118_STAMPING: RIGDON 1955
 LA2118_MARK LOGO: CGS
 LA2118_PROJECTION: FLUSH
 LA2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2118+STABILITY: SURFACE MOTION
 LA2118
 LA2118  HISTORY     - Date     Condition        Report By
 LA2118  HISTORY     - 1955     MONUMENTED       CGS
 LA2118  HISTORY     - 1977     GOOD             NGS
 LA2118
 LA2118                          STATION DESCRIPTION
 LA2118
 LA2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2118'THE STATION IS ABOUT 3 MILES SOUTHWEST OF FAIRMOUNT, ON LAND OWNED BY
 LA2118'THE STATE.  IT IS 79 FEET
 LA2118'SOUTH OF THE CENTER OF A GRAVELED ROAD, 40 FEET WEST OF THE CENTER OF
 LA2118'STATE HIGHWAY 9, 11 FEET EAST OF
 LA2118'A FENCE AND 10 FEET EAST OF A 4 X 4 INCH WHITE WITNESS
 LA2118'POST.
 LA2118'
 LA2118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 26, 1
 LA2118'MILE WEST OF FAIRMOUNT, GO
 LA2118'SOUTH ON HIGHWAY 9 FOR 2.7 MILES TO THE AZIMUTH MARK ON THE LEFT,
 LA2118'CONTINUE SOUTH FOR 0.3 MILE TO THE
 LA2118'STATION ON THE RIGHT.
 LA2118'
 LA2118'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2118'RIGDON 1955.
 LA2118'
 LA2118'REFERENCE MARK 1 IS 2 FEET WEST OF A TELEPHONE POLE AND 38 FEET EAST
 LA2118'OF THE CENTER OF THE HIGHWAY.
 LA2118'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED RIGDON NO 1 1955.
 LA2118'
 LA2118'REFERENCE MARK 2 IS 50 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1
 LA2118'FOOT EAST OF A FENCE.  THE
 LA2118'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED RIGDON NO 2 1955.
 LA2118'
 LA2118'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY, 10
 LA2118'FEET SOUTH OF A TELEPHONE POLE
 LA2118'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 LA2118'IS STAMPED RIGDON 1955.
 LA2118'
 LA2118'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2118
 LA2118                          STATION RECOVERY (1977)
 LA2118
 LA2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2118'FENCE AND TREE ON LINE RM 2 TO RM 3.
 LA2118'
 LA2118'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 LA2118'CONDITION AND AS DESCRIBED.  REFERENCE MARK 1 WAS NOT FOUND AND
 LA2118'ASSUMED DESTROYED BY PARKING LOT CONSTRUCTION TO RESTAURANT.  THE
 LA2118'AZIMUTH MARK WAS NOT VISIBLE AT THIS TIME AS A LARGE SCHOOL SIGN
 LA2118'OBSTRUCTS IT.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 LA2118'REFERENCE MARK 2 WAS SHORTER BY 0.02 FOOT.  THE DESCRIPTION IS
 LA2118'ADEQUATE WITH THE ADDITION BELOW.
 LA2118'
 LA2118'THE STATION IS 79 FEET SOUTH OF THE GRANT-MADISON COUNTY LINE, 30
 LA2118'FEET SOUTHEAST OF A METAL WITNESS POST, 23 FEET SOUTHEAST OF A 18
 LA2118'INCH WILD CHERRY TREE.
 LA2118'
 LA2118'THE AZIMUTH MARK IS ON THE EAST SIDE OF STATE HIGHWAY 9 AND ACROSS
 LA2118'THE HIGHWAY FROM THE NEW MADISON- GRANT HIGH SCHOOL AND 1 FOOT SOUTH
 LA2118'OF A METAL WITNESS POST.
 LA2118'
 LA2118'REFERENCE MARK 3 IS 51 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 LA2118'LINE ROAD, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 FEET
 LA2118'NORTH OF THE WILD CHERRY TREE AND 1 FOOT NORTH OF THE METAL WITNESS
 LA2118'POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK STAMPED RIGDON
 LA2118'1955 NO 3 1977.
 LA2118'
 LA2118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 LA2118'OF FAIRMOUNT.
 LA2118'
 LA2118'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1783 ***********************************************************************
 KA1783  DESIGNATION -  RILEY
 KA1783  PID         -  KA1783
 KA1783  STATE/COUNTY-  IN/VIGO
 KA1783  COUNTRY     -  US
 KA1783  USGS QUAD   -  SALINE CITY (2019)
 KA1783
 KA1783                         *CURRENT SURVEY CONTROL
 KA1783  ______________________________________________________________________
 KA1783* NAD 83(1997) POSITION- 39 21 52.52714(N) 087 14 23.84991(W)   ADJUSTED
 KA1783* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 KA1783  ______________________________________________________________________
 KA1783  GEOID HEIGHT    -        -32.729 (meters)                     GEOID18
 KA1783  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 KA1783  HORZ ORDER      -  THIRD
 KA1783
 KA1783.The horizontal coordinates were established by classical geodetic methods
 KA1783.and adjusted by the National Geodetic Survey in May 1999.
 KA1783
 KA1783.The orthometric height was scaled from a topographic map.
 KA1783
 KA1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1783.GEOID18 height accuracy estimate available here.
 KA1783
 KA1783.Click photographs - Photos may exist for this station.
 KA1783
 KA1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1783
 KA1783. The following values were computed from the NAD 83(1997) position.
 KA1783
 KA1783;                    North         East     Units Scale Factor Converg.
 KA1783;SPC IN W     -   456,983.144   886,502.494   MT  0.99996891   -0 05 57.6
 KA1783;SPC IN W     - 1,499,285.53  2,908,466.93   sFT  0.99996891   -0 05 57.6
 KA1783;UTM  16      - 4,357,264.348   479,328.634   MT  0.99960526   -0 09 07.9
 KA1783
 KA1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1783!SPC IN W     -   0.99997738  x   0.99996891  =   0.99994629
 KA1783!UTM  16      -   0.99997738  x   0.99960526  =   0.99958265
 KA1783
 KA1783:                Primary Azimuth Mark                     Grid Az
 KA1783:SPC IN W     -  RILEY AZ MK                              002 41 43.6
 KA1783:UTM  16      -  RILEY AZ MK                              002 44 53.9
 KA1783
 KA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7932857264(NAD 83)
 KA1783
 KA1783|---------------------------------------------------------------------|
 KA1783| PID    Reference Object                     Distance      Geod. Az  |
 KA1783|                                                           dddmmss.s |
 KA1783| CM4462 RILEY AZ MK                                        0023546.0 |
 KA1783| KA1784 NO 335                               72.248 METERS 00809     |
 KA1783| KA1785 NO 336                              APPROX. 0.6 KM 1782310.3 |
 KA1783| CM4464 RILEY RM 2                           22.905 METERS 23431     |
 KA1783| CM4463 RILEY RM 1                           21.580 METERS 32736     |
 KA1783|---------------------------------------------------------------------|
 KA1783
 KA1783                          SUPERSEDED SURVEY CONTROL
 KA1783
 KA1783  NAD 83(1986)-  39 21 52.53281(N)    087 14 23.84323(W) AD(       ) 3
 KA1783  NAD 27      -  39 21 52.39250(N)    087 14 23.78100(W) AD(       ) 3
 KA1783
 KA1783.Superseded values are not recommended for survey control.
 KA1783
 KA1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1783.See file dsdata.pdf to determine how the superseded data were derived.
 KA1783
 KA1783_MARKER: DS = TRIANGULATION STATION DISK
 KA1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1783_STAMPING: RILEY 1947
 KA1783_MARK LOGO: CGS
 KA1783_PROJECTION: FLUSH
 KA1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1783+STABILITY: SURFACE MOTION
 KA1783
 KA1783  HISTORY     - Date     Condition        Report By
 KA1783  HISTORY     - 1947     MONUMENTED       CGS
 KA1783  HISTORY     - 1957     GOOD             CGS
 KA1783
 KA1783                          STATION DESCRIPTION
 KA1783
 KA1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1783'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF THE SMALL SETTLEMENT
 KA1783'OF KELLER, 3-1/2 MILES SOUTHEAST OF RILEY, AND IN THE NORTHEAST
 KA1783'CORNER OF A WOODED PASTURE BELONGING TO MR. E.C. WILVERT. THE MARK IS
 KA1783'50 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 KA1783'VIGO-CLAY COUNTY LINE GRAVEL ROAD, 62.4 FEET SOUTH-SOUTHWEST OF A
 KA1783'T-FENCE CORNER,23 FEET NORTHWEST OF A WITNESS POST, AND 22
 KA1783'FEET WEST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1783'DISK IS STAMPED RILEY 1947.
 KA1783'
 KA1783'REFERENCE MARK NO. 1 IS 70.80 FEET NORTHWEST OF THE STATION, AND 1
 KA1783'FOOT SOUTH OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1783'THE DISK IS STAMPED RILEY NO 1 1947.
 KA1783'
 KA1783'REFERENCE MARK NO. 2 IS 75.15 FEET WEST-SOUTHWEST OF THE STATION, THE
 KA1783'MARK IS FLUSH WITH THE GROUND,AND THE DISK IS STAMPED RILEY NO 2
 KA1783'1947.
 KA1783'
 KA1783'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION VIA THE COUNTYLINE
 KA1783'ROAD, 70 FEET SOUTH OF A 4-FOOT OAK TREE, 22 FEET EAST OF THE
 KA1783'APPROXIMATE CENTERLINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST,
 KA1783'AND 1 FOOT WEST OF A WIRE FENCE. THE MARK PROJECTS 6 INCHES,
 KA1783'AND THE DISK IS STAMPED RILEY 1947.
 KA1783'
 KA1783'A TRAVERSE MEASUREMENT WAS MADE FROM THE TRIANGULATION MARK TO US.
 KA1783'COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO 335. IT IS
 KA1783'72.248 METERS 237.03 FEET NORTH OF THE TRIANGULATION MARK 18 FEET
 KA1783'WEST OF THE APPROXIMATE CENTERLINE OF THE COUNTY LINE ROAD, 17.8
 KA1783'FEET SOUTHEAST OF A POWERLINE POLE, AND 13.2 FEET EAST OF A WIRE
 KA1783'FENCE. THE MARK IS A STANDARD 6 BY 6 CONCRETE POST AND BRONZE
 KA1783'DISK, PROJECTING 6 INCHES AND THE DISK IS STAMPED STATION NO 335.
 KA1783'
 KA1783'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO 336 IS
 KA1783'0.35 MILE SOUTH OF TRIANGULATION STATION RILEY, 14 FEET EAST OF THE
 KA1783'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 4.8 FEET WEST OF A
 KA1783'WIRE FENCE. THE MARK IS A STANDARD 6 BY 6 CONCRETE POST AND BRONZE
 KA1783'DISK, PROJECTING 8 INCHES, AND THE DISK IS STAMPED STATION NO 336.
 KA1783'THE TRIANGLE FORMED BY THE TRIANGULATION STATIONAND THESE
 KA1783'STATE SURVEY TRAVERSE STATIONS WAS CLOSED AND THE DISTANCE TO THE
 KA1783'CLOSER ONE MEASURED TO OBTAIN A POSITION AND AZIMUTH TIE TO THE
 KA1783'TRAVERSE AND A ROUGH CHECK ON THE TRAVERSE DISTANCE.
 KA1783'
 KA1783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 159 AND 43 IN
 KA1783'RILEY, GO EAST ON THE LATTER FOR 3 MILES TO THE COUNTY LINE
 KA1783'CROSSROAD. TURN RIGHT, SOUTH, AND GO ON THE MAIN GRAVEL ROAD 0.9 MILE
 KA1783'TO THE STATION ON THE RIGHT.
 KA1783'
 KA1783'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1783'SURVEY.
 KA1783'
 KA1783'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1783
 KA1783                          STATION RECOVERY (1957)
 KA1783
 KA1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1783'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 KA1783'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2374 ***********************************************************************
 ME2374  DESIGNATION -  RILEY
 ME2374  PID         -  ME2374
 ME2374  STATE/COUNTY-  IN/PULASKI
 ME2374  COUNTRY     -  US
 ME2374  USGS QUAD   -  RIPLEY (2019)
 ME2374
 ME2374                         *CURRENT SURVEY CONTROL
 ME2374  ______________________________________________________________________
 ME2374* NAD 83(1997) POSITION- 41 07 11.47558(N) 086 41 53.69856(W)   ADJUSTED
 ME2374* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 ME2374  ______________________________________________________________________
 ME2374  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 ME2374  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 ME2374  HORZ ORDER      -  SECOND
 ME2374
 ME2374.The horizontal coordinates were established by classical geodetic methods
 ME2374.and adjusted by the National Geodetic Survey in May 1999.
 ME2374
 ME2374.The orthometric height was scaled from a topographic map.
 ME2374
 ME2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2374.GEOID18 height accuracy estimate available here.
 ME2374
 ME2374.Click photographs - Photos may exist for this station.
 ME2374
 ME2374.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2374
 ME2374. The following values were computed from the NAD 83(1997) position.
 ME2374
 ME2374;                    North         East     Units Scale Factor Converg.
 ME2374;SPC IN W     -   651,939.653   932,339.286   MT  0.99997953   +0 15 11.7
 ME2374;SPC IN W     - 2,138,905.34  3,058,849.81   sFT  0.99997953   +0 15 11.7
 ME2374;UTM  16      - 4,552,106.036   525,331.660   MT  0.99960790   +0 11 54.4
 ME2374
 ME2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2374!SPC IN W     -   0.99997112  x   0.99997953  =   0.99995065
 ME2374!UTM  16      -   0.99997112  x   0.99960790  =   0.99957903
 ME2374
 ME2374:                Primary Azimuth Mark                     Grid Az
 ME2374:SPC IN W     -  RILEY AZ MK                              188 31 53.1
 ME2374:UTM  16      -  RILEY AZ MK                              188 35 10.4
 ME2374
 ME2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2533152106(NAD 83)
 ME2374
 ME2374|---------------------------------------------------------------------|
 ME2374| PID    Reference Object                     Distance      Geod. Az  |
 ME2374|                                                           dddmmss.s |
 ME2374| CM4465 RILEY AZ MK                                        1884704.8 |
 ME2374| CM4466 RILEY RM 1                           33.077 METERS 27433     |
 ME2374| CM4467 RILEY RM 2                           26.846 METERS 35431     |
 ME2374|---------------------------------------------------------------------|
 ME2374
 ME2374                          SUPERSEDED SURVEY CONTROL
 ME2374
 ME2374  NAD 83(1986)-  41 07 11.48170(N)    086 41 53.70659(W) AD(       ) 2
 ME2374  NAD 27      -  41 07 11.33860(N)    086 41 53.66140(W) AD(       ) 2
 ME2374
 ME2374.Superseded values are not recommended for survey control.
 ME2374
 ME2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2374.See file dsdata.pdf to determine how the superseded data were derived.
 ME2374
 ME2374_MARKER: DS = TRIANGULATION STATION DISK
 ME2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2374_STAMPING: RILEY 1948
 ME2374_MARK LOGO: CGS
 ME2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2374+STABILITY: SURFACE MOTION
 ME2374
 ME2374  HISTORY     - Date     Condition        Report By
 ME2374  HISTORY     - 1948     MONUMENTED       CGS
 ME2374  HISTORY     - 1983     GOOD             LOCSUR
 ME2374
 ME2374                          STATION DESCRIPTION
 ME2374
 ME2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2374'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NORTH JUDSON, 6 MILES
 ME2374'NORTHWEST OF WINAMAC AND 3 MILES SOUTH OF DENHAM.  IT IS 129 FEET EAST
 ME2374'OF CENTER OF A DIRT ROAD, 108 FEET EAST OF A WHITE WITNESS POST AND 89
 ME2374'FEET SOUTH OF A FENCE.  THE MARK IS 14 INCHES BELOW THE SURFACE OF THE
 ME2374'GROUND AND THE DISK IS STAMPED RILEY 1948.
 ME2374'
 ME2374'REFERENCE MARK NO. 1 IS 108.52 FEET WEST OF THE STATION.  IT IS 21
 ME2374'FEET EAST OF THE CENTER OF DIRT ROAD, 3 FEET NORTH OF WHITE WITNESS
 ME2374'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ME2374'THE DISK IS STAMPED RILEY NO 1 1948.
 ME2374'
 ME2374'REFERENCE MARK NO. 2 IS 88.08 FEET NORTH OF THE STATION.  IT IS 99
 ME2374'FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 ME2374'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RILEY NO 2 1948.
 ME2374'
 ME2374'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 19 FEET WEST OF
 ME2374'CENTER OF A DIRT ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 ME2374'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 ME2374'STAMPED RILEY 1948.
 ME2374'
 ME2374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 10 IN
 ME2374'NORTH JUDSON, GO SOUTH ON HIGHWAY 39 FOR 6.0 MILES TO A CROSSROAD,
 ME2374'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 3.3 MILES TO A PAVED
 ME2374'CROSSROAD, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.5 MILE TO A
 ME2374'T-INTERSECTION, TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.8 MILE TO A
 ME2374'CROSSROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD 0.1 MILE TO THE
 ME2374'STATION ON LEFT OR EAST OF ROAD AS DESCRIBED.
 ME2374'
 ME2374'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON DIRT ROAD FOR 0.2
 ME2374'MILE TO AZIMUTH MARK ON RIGHT OR WEST OF ROAD AS DESCRIBED.
 ME2374'
 ME2374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2374
 ME2374                          STATION RECOVERY (1983)
 ME2374
 ME2374'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (HWM)
 ME2374'RILEY 1948 CONDITION GOOD BUT IN DANGER OF BEING STRUCK BY FARM
 ME2374'IMPLEMENT - STATION IS 5 INCHES BELOW SURFACE IN CULTIVATED FIELD.
 ME2374'RILEY AZIMUTH RECOVERED OK.  RILEY REF NO. 2 RECOVERED OK.  RILEY REF
 ME2374'NO. 1 GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2488 ***********************************************************************
 ME2488  DESIGNATION -  RILEY
 ME2488  PID         -  ME2488
 ME2488  STATE/COUNTY-  IN/LAKE
 ME2488  COUNTRY     -  US
 ME2488  USGS QUAD   -  GARY (2019)
 ME2488
 ME2488                         *CURRENT SURVEY CONTROL
 ME2488  ______________________________________________________________________
 ME2488* NAD 83(1997) POSITION- 41 32 24.39629(N) 087 19 15.58588(W)   ADJUSTED
 ME2488* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 ME2488  ______________________________________________________________________
 ME2488  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 ME2488  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 ME2488  HORZ ORDER      -  SECOND
 ME2488
 ME2488.The horizontal coordinates were established by classical geodetic methods
 ME2488.and adjusted by the National Geodetic Survey in May 1999.
 ME2488
 ME2488.The orthometric height was scaled from a topographic map.
 ME2488
 ME2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2488.GEOID18 height accuracy estimate available here.
 ME2488
 ME2488.Click photographs - Photos may exist for this station.
 ME2488
 ME2488.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2488
 ME2488. The following values were computed from the NAD 83(1997) position.
 ME2488
 ME2488;                    North         East     Units Scale Factor Converg.
 ME2488;SPC IN W     -   698,567.629   880,168.975   MT  0.99997150   -0 09 27.4
 ME2488;SPC IN W     - 2,291,883.96  2,887,687.71   sFT  0.99997150   -0 09 27.4
 ME2488;UTM  16      - 4,598,766.963   473,225.298   MT  0.99960882   -0 12 46.3
 ME2488
 ME2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2488!SPC IN W     -   0.99997376  x   0.99997150  =   0.99994526
 ME2488!UTM  16      -   0.99997376  x   0.99960882  =   0.99958259
 ME2488
 ME2488:                Primary Azimuth Mark                     Grid Az
 ME2488:SPC IN W     -  DEEP                                     120 57 19.4
 ME2488:UTM  16      -  DEEP                                     121 00 38.3
 ME2488
 ME2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7322598766(NAD 83)
 ME2488
 ME2488|---------------------------------------------------------------------|
 ME2488| PID    Reference Object                     Distance      Geod. Az  |
 ME2488|                                                           dddmmss.s |
 ME2488| ME3398 RILEY RM 1                           28.773 METERS 03649     |
 ME2488| ME2536 DEEP                                APPROX.15.0 KM 1204752.0 |
 ME2488| CM4469 RILEY RM 2                           27.870 METERS 23405     |
 ME2488| CM4468 RILEY AZ MK                                        2760315.0 |
 ME2488|---------------------------------------------------------------------|
 ME2488
 ME2488                          SUPERSEDED SURVEY CONTROL
 ME2488
 ME2488  NAD 83(1994)-  41 32 24.40223(N)    087 19 15.59239(W) AD(       ) 2
 ME2488  NAD 83(1986)-  41 32 24.40226(N)    087 19 15.59237(W) AD(       ) 2
 ME2488  NAD 27      -  41 32 24.27120(N)    087 19 15.46140(W) AD(       ) 2
 ME2488
 ME2488.Superseded values are not recommended for survey control.
 ME2488
 ME2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2488.See file dsdata.pdf to determine how the superseded data were derived.
 ME2488
 ME2488_MARKER: DS = TRIANGULATION STATION DISK
 ME2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2488_STAMPING: RILEY 1952
 ME2488_MARK LOGO: CGS
 ME2488_PROJECTION: FLUSH
 ME2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2488+STABILITY: SURFACE MOTION
 ME2488
 ME2488  HISTORY     - Date     Condition        Report By
 ME2488  HISTORY     - 1952     MONUMENTED       CGS
 ME2488  HISTORY     - 1957     GOOD             CGS
 ME2488  HISTORY     - 1972     GOOD             NGS
 ME2488  HISTORY     - 20210512 MARK NOT FOUND   IN-089
 ME2488
 ME2488                          STATION DESCRIPTION
 ME2488
 ME2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2488'THE STATION IS LOCATED IN THE SOUTH SECTION OF GARY IN THE NORTHEAST
 ME2488'CORNER OF THE RILEY SCHOOL GROUNDS.  IT IS 132 FEET SOUTHWEST OF THE
 ME2488'INTERSECTION OF 43RD AVENUE AND OHIO STREET, 84 FEET NORTHEAST OF THE
 ME2488'NORTHEAST CORNER OF THE SCHOOL BUILDING, 64 FEET EAST OF A FLAG POLE,
 ME2488'54 FEET SOUTH OF THE CENTER OF THE AVENUE AND 12 FEET SOUTH OF A WHITE
 ME2488'WITNESS POST.  IT IS FLUSH AND THE DISK IS STAMPED RILEY 1952.
 ME2488'
 ME2488'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE CENTER OF THE AVENUE, 16
 ME2488'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK HOUSE AND 2 FEET
 ME2488'SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  IT IS FLUSH AND THE DISK IS
 ME2488'STAMPED RILEY NO 1 1952.
 ME2488'
 ME2488'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 ME2488'SCHOOL BUILDING AND 15 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE.
 ME2488'IT IS FLUSH AND THE DISK IS STAMPED RILEY NO 2 1952.
 ME2488'
 ME2488'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF THE AVENUE, 6 FEET WEST
 ME2488'OF A POWER LINE POLE AND 4 FEET SOUTHEAST OF A 24 INCH POPLAR TREE.
 ME2488'IT IS FLUSH AND THE DISK IS STAMPED RILEY 1952.
 ME2488'
 ME2488'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON 43RD AVENUE FOR
 ME2488'0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2488'
 ME2488'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2488
 ME2488                          STATION RECOVERY (1957)
 ME2488
 ME2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 ME2488'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2488'CONDITION.  THE PLANS FOR THE DRIVEWAY TO THE NEW RILEY SCHOOL WERE
 ME2488'CHANGED BY THE ARCHITECT WHICH NULLIFIED THE NECESSITY FOR MOVING THE
 ME2488'STATION MARK.  ALL REFERENCE MEASUREMENTS TO THE OLD SCHOOL WHICH WILL
 ME2488'BE USED FOR MANY YEARS ARE CORRECT.
 ME2488'
 ME2488'THE STATION IS ABOUT 20 FEET WEST OF THE CENTER OF DRIVEWAY LEADING
 ME2488'SOUTH FROM 43RD AVENUE TO THE WEST SIDE OF THE NEW SCHOOL.  IT IS
 ME2488'FLUSH WITH THE SURFACE OF THE GROUND.
 ME2488
 ME2488                          STATION RECOVERY (1972)
 ME2488
 ME2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2488'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 ME2488'THE STATION SITE IS NOW A PAVED PARKING AREA AND THE STATION MARK AND
 ME2488'REFERENCE MARK 2 WERE NOT FOUND. THE SCHOOL HAS BEEN TORN DOWN AND
 ME2488'A NEW ONE BUILT AT THE SITE. USING THE DISTANCE FROM REFERENCE MARK 1
 ME2488'AND THE ANGLE BETWEEN THE MARK AND THE AZIMUTH MARK, 4 PROD HOLES
 ME2488'WERE MADE IN THE PAVEMENT AND NOTHING COULD BE FOUND.
 ME2488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN -AT GARY
 ME2488
 ME2488                          STATION RECOVERY (2021)
 ME2488
 ME2488'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2488'FOUND PK NAIL AT LOCATION IN ASPHALT PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0312 ***********************************************************************
 ME0312  DESIGNATION -  RIPPLEY
 ME0312  PID         -  ME0312
 ME0312  STATE/COUNTY-  IN/MARSHALL
 ME0312  COUNTRY     -  US
 ME0312  USGS QUAD   -  CULVER (2019)
 ME0312
 ME0312                         *CURRENT SURVEY CONTROL
 ME0312  ______________________________________________________________________
 ME0312* NAD 83(1997) POSITION- 41 14 13.32156(N) 086 23 39.98274(W)   ADJUSTED
 ME0312* NAVD 88 ORTHO HEIGHT -   238.689 (meters)      783.10  (feet) ADJUSTED
 ME0312  ______________________________________________________________________
 ME0312  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME0312  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 ME0312  DYNAMIC HEIGHT  -        238.589 (meters)      782.77  (feet) COMP
 ME0312  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME0312
 ME0312  HORZ ORDER      -  SECOND
 ME0312  VERT ORDER      -  SECOND    CLASS 0
 ME0312
 ME0312.The horizontal coordinates were established by classical geodetic methods
 ME0312.and adjusted by the National Geodetic Survey in May 1999.
 ME0312
 ME0312.The orthometric height was determined by differential leveling and
 ME0312.adjusted by the NATIONAL GEODETIC SURVEY
 ME0312.in June 1991.
 ME0312
 ME0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0312.GEOID18 height accuracy estimate available here.
 ME0312
 ME0312.Click photographs - Photos may exist for this station.
 ME0312
 ME0312.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0312
 ME0312.The dynamic height is computed by dividing the NAVD 88
 ME0312.geopotential number by the normal gravity value computed on the
 ME0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0312.degrees latitude (g = 980.6199 gals.).
 ME0312
 ME0312.The modeled gravity was interpolated from observed gravity values.
 ME0312
 ME0312. The following values were computed from the NAD 83(1997) position.
 ME0312
 ME0312;                    North         East     Units Scale Factor Converg.
 ME0312;SPC IN E     -   665,136.808    38,990.388   MT  1.00001246   -0 28 47.1
 ME0312;SPC IN E     - 2,182,203.01    127,920.96   sFT  1.00001246   -0 28 47.1
 ME0312;SPC IN W     -   665,110.246   957,750.317   MT  1.00000770   +0 27 14.8
 ME0312;SPC IN W     - 2,182,115.87  3,142,219.17   sFT  1.00000770   +0 27 14.8
 ME0312;UTM  16      - 4,565,247.374   550,745.789   MT  0.99963169   +0 23 57.0
 ME0312
 ME0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0312!SPC IN E     -   0.99996785  x   1.00001246  =   0.99998031
 ME0312!SPC IN W     -   0.99996785  x   1.00000770  =   0.99997555
 ME0312!UTM  16      -   0.99996785  x   0.99963169  =   0.99959955
 ME0312
 ME0312:                Primary Azimuth Mark                     Grid Az
 ME0312:SPC IN E     -  RANDOLF                                  220 51 22.7
 ME0312:SPC IN W     -  RANDOLF                                  219 55 20.8
 ME0312:UTM  16      -  RANDOLF                                  219 58 38.6
 ME0312
 ME0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5074565247(NAD 83)
 ME0312
 ME0312|---------------------------------------------------------------------|
 ME0312| PID    Reference Object                     Distance      Geod. Az  |
 ME0312|                                                           dddmmss.s |
 ME0312| ME2315 RUSH                                APPROX. 0.5 KM 0325837.7 |
 ME0312| ME0313 RIPPLEY RM                           12.780 METERS 07617     |
 ME0312| ME0314 RANDOLF                             APPROX. 2.3 KM 2202235.6 |
 ME0312|---------------------------------------------------------------------|
 ME0312
 ME0312                          SUPERSEDED SURVEY CONTROL
 ME0312
 ME0312  NAD 83(1986)-  41 14 13.33044(N)    086 23 39.98959(W) AD(       ) 2
 ME0312  NAD 27      -  41 14 13.17940(N)    086 23 39.96810(W) AD(       ) 2
 ME0312  USSD        -  41 14 13.20100(N)    086 23 39.79000(W) AD(       ) 3
 ME0312  NGVD 29 (??/??/92)  238.803  (m)          783.47   (f) ADJ UNCH    2 0
 ME0312  NGVD 29             238.80   (m)          783.5    (f) LEVELING    3  
 ME0312
 ME0312.Superseded values are not recommended for survey control.
 ME0312
 ME0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0312.See file dsdata.pdf to determine how the superseded data were derived.
 ME0312
 ME0312_MARKER: DS = TRIANGULATION STATION DISK
 ME0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0312_STAMPING: RIPPLEY 1920
 ME0312_MARK LOGO: CGS
 ME0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0312+STABILITY: SURFACE MOTION
 ME0312
 ME0312  HISTORY     - Date     Condition        Report By
 ME0312  HISTORY     - 1920     MONUMENTED       CGS
 ME0312  HISTORY     - 1934     GOOD             CGS
 ME0312  HISTORY     - 1938     GOOD             CGS
 ME0312
 ME0312                          STATION DESCRIPTION
 ME0312
 ME0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0312'TWO MILES N OF CULVERT, ON THE E SIDE OF THE TRACK, AT THE SECOND
 ME0312'CURVE N OF CULVER, 650 YARDS N OF THE ROAD CROSSING, ON THE N END OF
 ME0312'THE SECOND CUT N OF CULVER MILITARY ACADEMY, 5.48 METERS (17.98 FEET)
 ME0312'E OF THE E AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE
 ME0312'MARKS ARE BRONZE TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON
 ME0312'THE SAME SIDE OF THE TRACK NEAR THE FENCE LINE, 12.78 METERS
 ME0312'(41.93 FEET) FROM THE STATION N 76 DEG 18 MIN E.
 ME0312
 ME0312                          STATION RECOVERY (1934)
 ME0312
 ME0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ME0312'1.2 MI S FROM HIBBARD.
 ME0312'1.2 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0312'PENNSYLVANIA RAILROAD FROM THE STATION AT HIBBARD, MARSHALL
 ME0312'COUNTY, 0.4 MILE SOUTH OF MILEPOST TH 151, 4 RAILS SOUTH OF A
 ME0312'SEMAPHORE SIGNAL TOWER, AT THE NORTH END OF A CUT, AT THE
 ME0312'SOUTH END OF A CURVE, 5-1/2 YARDS EAST OF THE EAST RAIL, AND
 ME0312'ABOUT 3-1/2 FEET HIGHER THAN THE RAIL.  A STANDARD TRIANGULATION
 ME0312'STATION DISK, STAMPED RIPPLEY 1920 AND SET IN THE TOP OF A
 ME0312'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ME0312
 ME0312                          STATION RECOVERY (1938)
 ME0312
 ME0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME0312'ABOUT 1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ME0312'AT HIBBARD, ABOUT 0.4 MILE SOUTH OF MILEPOST TH 151, AT THE SOUTH END
 ME0312'OF A CURVE, ABOUT 4 RAILS SOUTH OF A SEMAPHORE SIGNAL TOWER, AT THE
 ME0312'NORTH END OF A CUT, ABOUT 5 1/2 YARDS EAST OF THE EAST RAIL, AND ABOUT
 ME0312'3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD TRIANGULATION STATION
 ME0312'DISK, STAMPED RIPPLEY 1920 AND SET IN THE TOP OF A CONCRETE POST
 ME0312'PROJECTING ABUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0313 ***********************************************************************
 ME0313  DESIGNATION -  RIPPLEY RM
 ME0313  PID         -  ME0313
 ME0313  STATE/COUNTY-  IN/MARSHALL
 ME0313  COUNTRY     -  US
 ME0313  USGS QUAD   -  CULVER (2019)
 ME0313
 ME0313                         *CURRENT SURVEY CONTROL
 ME0313  ______________________________________________________________________
 ME0313* NAD 83(1986) POSITION- 41 14 13.42   (N) 086 23 39.45   (W)   HD_HELD1
 ME0313* NAVD 88 ORTHO HEIGHT -   238.609 (meters)      782.84  (feet) ADJUSTED
 ME0313  ______________________________________________________________________
 ME0313  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME0313  DYNAMIC HEIGHT  -        238.509 (meters)      782.51  (feet) COMP
 ME0313  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME0313
 ME0313  VERT ORDER      -  SECOND    CLASS 0
 ME0313
 ME0313.The horizontal coordinates were determined by differentially corrected
 ME0313.hand held GPS observations or other comparable positioning techniques
 ME0313.and have an estimated accuracy of +/- 3 meters.
 ME0313
 ME0313.The orthometric height was determined by differential leveling and
 ME0313.adjusted by the NATIONAL GEODETIC SURVEY
 ME0313.in June 1991.
 ME0313
 ME0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0313.GEOID18 height accuracy estimate available here.
 ME0313
 ME0313.Click photographs - Photos may exist for this station.
 ME0313
 ME0313.The dynamic height is computed by dividing the NAVD 88
 ME0313.geopotential number by the normal gravity value computed on the
 ME0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0313.degrees latitude (g = 980.6199 gals.).
 ME0313
 ME0313.The modeled gravity was interpolated from observed gravity values.
 ME0313
 ME0313;                    North         East    Units  Estimated Accuracy
 ME0313;SPC IN E     -   665,139.7      39,002.8     MT  (+/- 3 meters HH1 GPS) 
 ME0313
 ME0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5075865250(NAD 83)
 ME0313
 ME0313                          SUPERSEDED SURVEY CONTROL
 ME0313
 ME0313  NGVD 29 (??/??/92)  238.723  (m)          783.21   (f) ADJ UNCH    2 0
 ME0313
 ME0313.Superseded values are not recommended for survey control.
 ME0313
 ME0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0313.See file dsdata.pdf to determine how the superseded data were derived.
 ME0313
 ME0313_MARKER: DR = REFERENCE MARK DISK
 ME0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0313_STAMPING: RIPPLEY 1920
 ME0313_MARK LOGO: CGS
 ME0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0313+STABILITY: SURFACE MOTION
 ME0313
 ME0313  HISTORY     - Date     Condition        Report By
 ME0313  HISTORY     - 1920     MONUMENTED       CGS
 ME0313  HISTORY     - 1934     GOOD             CGS
 ME0313
 ME0313                          STATION DESCRIPTION
 ME0313
 ME0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0313'1.2 MI S FROM HIBBARD.
 ME0313'1.2 MILES SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0313'PENNSYLVANIA RAILROAD FROM THE STATION AT HIBBARD, MARSHALL
 ME0313'COUNTY, 0.4 MILE SOUTH OF MILEPOST TH 151, 3 RAILS SOUTH OF A
 ME0313'SEMAPHORE SIGNAL TOWER, AT THE NORTH END OF A CUT, AT THE SOUTH
 ME0313'END OF A CURVE, 13 YARDS EAST OF THE EAST RAIL, 12 YARDS NORTHEAST
 ME0313'OF TRIANGULATION STATION RIPPLEY, 1-1/2 YARDS WEST OF A
 ME0313'BARBED-WIRE FENCE, AND ABOUT 3-1/2 FEET HIGHER THAN THE RAIL.
 ME0313'A STANDARD REFERENCE-MARK DISK, STAMPED RIPPLEY 1920 AND SET
 ME0313'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2586 ***********************************************************************
 ME2586  DESIGNATION -  RITTER
 ME2586  PID         -  ME2586
 ME2586  STATE/COUNTY-  IN/LAKE
 ME2586  COUNTRY     -  US
 ME2586  USGS QUAD   -  BEECHER EAST (2018)
 ME2586
 ME2586                         *CURRENT SURVEY CONTROL
 ME2586  ______________________________________________________________________
 ME2586* NAD 83(1997) POSITION- 41 15 39.19299(N) 087 30 10.73102(W)   ADJUSTED
 ME2586* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 ME2586  ______________________________________________________________________
 ME2586  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 ME2586  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 ME2586  HORZ ORDER      -  SECOND
 ME2586
 ME2586.The horizontal coordinates were established by classical geodetic methods
 ME2586.and adjusted by the National Geodetic Survey in May 1999.
 ME2586
 ME2586.The orthometric height was scaled from a topographic map.
 ME2586
 ME2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2586.GEOID18 height accuracy estimate available here.
 ME2586
 ME2586.Click photographs - Photos may exist for this station.
 ME2586
 ME2586.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2586
 ME2586. The following values were computed from the NAD 83(1997) position.
 ME2586
 ME2586;                    North         East     Units Scale Factor Converg.
 ME2586;SPC IN W     -   667,615.335   864,833.594   MT  0.99998188   -0 16 36.3
 ME2586;SPC IN W     - 2,190,334.64  2,837,374.88   sFT  0.99998188   -0 16 36.3
 ME2586;UTM  16      - 4,567,840.614   457,865.705   MT  0.99962185   -0 19 54.2
 ME2586
 ME2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2586!SPC IN W     -   0.99997075  x   0.99998188  =   0.99995263
 ME2586!UTM  16      -   0.99997075  x   0.99962185  =   0.99959261
 ME2586
 ME2586:                Primary Azimuth Mark                     Grid Az
 ME2586:SPC IN W     -  RITTER AZ MK                             306 29 46.3
 ME2586:UTM  16      -  RITTER AZ MK                             306 33 04.2
 ME2586
 ME2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5786567840(NAD 83)
 ME2586
 ME2586|---------------------------------------------------------------------|
 ME2586| PID    Reference Object                     Distance      Geod. Az  |
 ME2586|                                                           dddmmss.s |
 ME2586| CM4474 RITTER RM 1                          28.255 METERS 07353     |
 ME2586| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 8.4 KM 1464511.8 |
 ME2586| CM4475 RITTER RM 2                          34.875 METERS 17044     |
 ME2586| CM4473 RITTER AZ MK                                       3061310.0 |
 ME2586|---------------------------------------------------------------------|
 ME2586
 ME2586                          SUPERSEDED SURVEY CONTROL
 ME2586
 ME2586  NAD 83(1986)-  41 15 39.19703(N)    087 30 10.73696(W) AD(       ) 2
 ME2586  NAD 27      -  41 15 39.07060(N)    087 30 10.61100(W) AD(       ) 2
 ME2586
 ME2586.Superseded values are not recommended for survey control.
 ME2586
 ME2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2586.See file dsdata.pdf to determine how the superseded data were derived.
 ME2586
 ME2586_MARKER: DS = TRIANGULATION STATION DISK
 ME2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2586_STAMPING: RITTER 1952
 ME2586_MARK LOGO: CGS
 ME2586_PROJECTION: FLUSH
 ME2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2586+STABILITY: SURFACE MOTION
 ME2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2586+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2021
 ME2586
 ME2586  HISTORY     - Date     Condition        Report By
 ME2586  HISTORY     - 1952     MONUMENTED       CGS
 ME2586  HISTORY     - 1967     GOOD             CGS
 ME2586  HISTORY     - 20210409 GOOD             IN-089
 ME2586
 ME2586                          STATION DESCRIPTION
 ME2586
 ME2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2586'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LOWELL AND ABOUT 5-1/2
 ME2586'MILES NORTHWEST OF SCHNEIDER AND
 ME2586'ON PROPERTY OWNED BY VERNON RITTER.  IT IS 70 FEET NORTHEAST OF THE
 ME2586'NORTHEAST CORNER OF A FRAME HOUSE,
 ME2586'48 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 41
 ME2586'FEET EAST OF THE CENTER OF DRIVEWAY AND 16 FEET SOUTH
 ME2586'OF A WHITE WITNESS POST AND A
 ME2586'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED RITTER 1952.
 ME2586'
 ME2586'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE PAVED ROAD
 ME2586'AND 1 FOOT SOUTH OF A
 ME2586'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED RITTER NO 1
 ME2586'1952.
 ME2586'
 ME2586'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE NORTHEAST CORNER OF A
 ME2586'FRAME GARAGE AND 1 FOOT
 ME2586'NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2586'RITTER NO 2 1952.
 ME2586'
 ME2586'AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME2586'SOUTHWEST OF A WHITE WITNESS
 ME2586'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 ME2586'THE DISK IS STAMPED RITTER 1952.
 ME2586'
 ME2586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2586'HIGHWAY 2 WHICH IS ABOUT 2.5 MILES W OF LOWELL, GO S ON U.S. HIGHWAY
 ME2586'41 FOR 1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.85 MILES
 ME2586'TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE ON PAVED ROAD
 ME2586'FOR 0.15 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN
 ME2586'RIGHT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE
 ME2586'LEFT.
 ME2586'
 ME2586'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2586
 ME2586                          STATION RECOVERY (1967)
 ME2586
 ME2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2586'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 ME2586'AS DESCRIBED AND
 ME2586'IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS GOOD
 ME2586'WITH THE BELOW CHANGES.
 ME2586'
 ME2586'THE PAVED ROAD LEADING TO THE STATION IS 197TH STREET.
 ME2586'
 ME2586'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A METAL WITNESS POST AND 3 INCHES
 ME2586'BELOW THE GROUNDS
 ME2586'SURFACE.
 ME2586'
 ME2586'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT
 ME2586'NORTHWEST OF A METAL
 ME2586'WITNESS POST.  THE ROAD AT THE AZIMUTH MARK IS CALUMET AVE.
 ME2586
 ME2586                          STATION RECOVERY (2021)
 ME2586
 ME2586'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1759 ***********************************************************************
 LA1759  DESIGNATION -  RIVER
 LA1759  PID         -  LA1759
 LA1759  STATE/COUNTY-  IN/HUNTINGTON
 LA1759  COUNTRY     -  US
 LA1759  USGS QUAD   -  MOUNT ETNA (2019)
 LA1759
 LA1759                         *CURRENT SURVEY CONTROL
 LA1759  ______________________________________________________________________
 LA1759* NAD 83(1997) POSITION- 40 44 28.59895(N) 085 30 14.12548(W)   ADJUSTED
 LA1759* NAVD 88 ORTHO HEIGHT -   247.17  (meters)      810.9   (feet) RESET
 LA1759  ______________________________________________________________________
 LA1759  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LA1759  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 LA1759  HORZ ORDER      -  SECOND
 LA1759  VERT ORDER      -  THIRD
 LA1759
 LA1759.The horizontal coordinates were established by classical geodetic methods
 LA1759.and adjusted by the National Geodetic Survey in May 1999.
 LA1759
 LA1759.The orthometric height was computed from unverified reset data.
 LA1759
 LA1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1759.GEOID18 height accuracy estimate available here.
 LA1759
 LA1759.Click photographs - Photos may exist for this station.
 LA1759
 LA1759.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1759
 LA1759. The following values were computed from the NAD 83(1997) position.
 LA1759
 LA1759;                    North         East     Units Scale Factor Converg.
 LA1759;SPC IN E     -   609,840.395   113,745.352   MT  0.99996899   +0 06 22.4
 LA1759;SPC IN E     - 2,000,784.70    373,179.54   sFT  0.99996899   +0 06 22.4
 LA1759;UTM  16      - 4,511,113.487   626,315.173   MT  0.99979639   +0 58 35.5
 LA1759
 LA1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1759!SPC IN E     -   0.99996659  x   0.99996899  =   0.99993558
 LA1759!UTM  16      -   0.99996659  x   0.99979639  =   0.99976298
 LA1759
 LA1759:                Primary Azimuth Mark                     Grid Az
 LA1759:SPC IN E     -  KELSO                                    092 37 48.5
 LA1759:UTM  16      -  KELSO                                    091 45 35.4
 LA1759
 LA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2631511113(NAD 83)
 LA1759
 LA1759|---------------------------------------------------------------------|
 LA1759| PID    Reference Object                     Distance      Geod. Az  |
 LA1759|                                                           dddmmss.s |
 LA1759| CD1130 RIVER RM 1                           55.388 METERS 03240     |
 LA1759| LA2035 KELSO                               APPROX. 5.1 KM 0924410.9 |
 LA1759| CD1131 RIVER RM 2                           38.755 METERS 09744     |
 LA1759| CD1129 RIVER AZ MK                                        3224536.0 |
 LA1759|---------------------------------------------------------------------|
 LA1759
 LA1759                          SUPERSEDED SURVEY CONTROL
 LA1759
 LA1759  NAD 83(1995)-  40 44 28.60060(N)    085 30 14.13687(W) AD(       ) 2
 LA1759  NAD 83(1986)-  40 44 28.60176(N)    085 30 14.13960(W) AD(       ) 2
 LA1759  NAD 27      -  40 44 28.43940(N)    085 30 14.23130(W) AD(       ) 2
 LA1759
 LA1759.Superseded values are not recommended for survey control.
 LA1759
 LA1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1759.See file dsdata.pdf to determine how the superseded data were derived.
 LA1759
 LA1759_MARKER: DS = TRIANGULATION STATION DISK
 LA1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1759_STAMPING: RIVER 1948
 LA1759_MARK LOGO: CGS
 LA1759_PROJECTION: FLUSH
 LA1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1759+STABILITY: SURFACE MOTION
 LA1759
 LA1759  HISTORY     - Date     Condition        Report By
 LA1759  HISTORY     - 1948     MONUMENTED       CGS
 LA1759  HISTORY     - 1962     GOOD             FAS
 LA1759  HISTORY     - 1965     GOOD             CGS
 LA1759  HISTORY     - 1965     GOOD             CGS
 LA1759
 LA1759                          STATION DESCRIPTION
 LA1759
 LA1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1759'STATION IS LOCATED 3.5 MILES EAST OF MT. ETNA AND ONE MILE SOUTH OF
 LA1759'LANCASTER IN THE SOUTHEAST ANGLE OF STATE HIGHWAYS 124 AND 221 (SOUTH)
 LA1759'AND ON LAND OWNED BY MR. EBER SHIDELER.  IT IS 181 FEET SOUTHEAST OF
 LA1759'THE INTERSECTION OF THE TOW HIGHWAYS, 145 FEET SOUTHWEST OF THE
 LA1759'SOUTHWEST CORNER OF THE HOUSE, 115 FEET WEST OF THE NORTHEAST CORNER
 LA1759'OF THE BARN, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 37
 LA1759'FEET EAST OF THE CENTER OF HIGHWAY 221 AND 14 FEET EAST OF A WHITE
 LA1759'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LA1759'STAMPED RIVER 1948.
 LA1759'
 LA1759'REFERENCE MARK NO. 1 IS 181.72 FEET NORTHEAST OF THE STATION.  IT IS
 LA1759'61 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 24 FEET SOUTH
 LA1759'OF THE CENTER OF STATE HIGHWAY 124 AND 2 FEET SOUTH OF A FENCE.  THE
 LA1759'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED RIVER NO 1 1948.
 LA1759'
 LA1759'REFERENCE MARK NO. 2 IS 127.15 FEET EAST OF THE STATION.  IT IS 57
 LA1759'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 55 FEET SOUTHWEST
 LA1759'OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE HOUSE AND 8 FEET
 LA1759'NORTH OF A POWER POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 LA1759'IS STAMPED RIVER NO 2 1948.
 LA1759'
 LA1759'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION ON THE WEST SIDE OF
 LA1759'STATE HIGHWAY 221.  IT IS 93 FEET SOUTH OF A POWER POLE, 18 FEET WEST
 LA1759'OF THE CENTER OF THE HIGHWAY AND 2.5 FEET SOUTH OF A WHITE WITNESS
 LA1759'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RIVER
 LA1759'1948.
 LA1759'
 LA1759'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 LA1759'124 AND 221 FOR 0.15 MILE TO WHERE HIGHWAY 221 TURNS NORTH, TURN RIGHT
 LA1759'ON HIGHWAY 221 AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LA1759'DESCRIBED.
 LA1759'
 LA1759'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1759
 LA1759                          STATION RECOVERY (1962)
 LA1759
 LA1759'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1962
 LA1759'STATION RECOVERED AS DESCRIBED.  AZIMUTH IN GOOD SHAPE.  NO REFERENCE
 LA1759'MARKS LOOKED FOR.
 LA1759
 LA1759                          STATION RECOVERY (1965)
 LA1759
 LA1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LA1759'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 LA1759'A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS IT WAS IN THE WAY
 LA1759'OF CONSTRUCTION OF STATE HIGHWAY 221.  THIS MARK WAS MOVED ABOUT 150
 LA1759'FEET TO THE SOUTHEAST AND ON LINE TOWARD THE STATION.
 LA1759'
 LA1759'TO REACH THE STATION FROM LANCASTER, FROM THE CEMETERY IN THE SOUTH
 LA1759'EDGE OF TOWN, GO SOUTH ON STATE HIGHWAY 221 FOR ABOUT 0.35 MILE TO THE
 LA1759'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR ABOUT 0.15 MILE TO THE
 LA1759'JUNCTION WITH STATE HIGHWAY 124, TURN LEFT AND GO EAST ON HIGHWAY 124
 LA1759'FOR 0.15 MILE TO FARMHOUSE ON THE RIGHT AND STATION IN FARMYARD.
 LA1759'
 LA1759'THE STATION MARK IS 145 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LA1759'HOUSE, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN AND 37
 LA1759'FEET EAST OF THE CENTERLINE OF A ROAD (FORMERLY STATE HIGHWAY 221)
 LA1759'
 LA1759'R.M. NO. 1 RECOVERED AS DESCRIBED EXCEPT THAT IT IS ABOUT 6 INCHES
 LA1759'BELOW THE SURFACE OF THE DRIVEWAY.  R.M. NO. 2 RECOVERED AS DESCRIBED
 LA1759'AND DISTANCES TO REFERENCE MARKS WERE VERIFIED.
 LA1759'
 LA1759'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, 55 FEET
 LA1759'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL
 LA1759'WITNESS POST.  MARK STAMPED RIVER 1948 RESET 1965.
 LA1759
 LA1759                          STATION RECOVERY (1965)
 LA1759
 LA1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1759'0.6 MI S FROM LANCASTER.
 LA1759'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1759'IN LANCASTER, THEN EAST ON STATE HIGHWAY 124 TO THE INTERSECTION
 LA1759'OF OLD STATE HIGHWAY 221, 181 FEET SOUTHEAST OF THE INTERSECTION
 LA1759'OF STATE HIGHWAY 124 AND OLD HIGHWAY 221, 145 FEET SOUTHWEST OF
 LA1759'THE SOUTHWEST CORNER OF A FARMHOUSE, 115 FEET WEST OF THE NORTHEAST
 LA1759'CORNER OF A BARN, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA1759'BARN, 37 FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 221, IS
 LA1759'A STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF A
 LA1759'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2401 ***********************************************************************
 LB2401  DESIGNATION -  RIVER
 LB2401  PID         -  LB2401
 LB2401  STATE/COUNTY-  IN/CASS
 LB2401  COUNTRY     -  US
 LB2401  USGS QUAD   -  ANOKA (2019)
 LB2401
 LB2401                         *CURRENT SURVEY CONTROL
 LB2401  ______________________________________________________________________
 LB2401* NAD 83(1997) POSITION- 40 44 51.83639(N) 086 21 08.51729(W)   ADJUSTED
 LB2401* NAVD 88 ORTHO HEIGHT -   182.98  (+/-2cm)      600.3   (feet) VERTCON3
 LB2401  ______________________________________________________________________
 LB2401  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LB2401  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 LB2401  HORZ ORDER      -  SECOND
 LB2401  VERT ORDER      -  THIRD ? (See Below)
 LB2401
 LB2401.The horizontal coordinates were established by classical geodetic methods
 LB2401.and adjusted by the National Geodetic Survey in May 1999.
 LB2401
 LB2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2401
 LB2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2401.GEOID18 height accuracy estimate available here.
 LB2401
 LB2401.The vertical order pertains to the NGVD 29 superseded value.
 LB2401
 LB2401.Click photographs - Photos may exist for this station.
 LB2401
 LB2401.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2401
 LB2401. The following values were computed from the NAD 83(1997) position.
 LB2401
 LB2401;                    North         East     Units Scale Factor Converg.
 LB2401;SPC IN E     -   610,770.624    42,090.889   MT  1.00000793   -0 26 51.3
 LB2401;SPC IN E     - 2,003,836.62    138,093.19   sFT  1.00000793   -0 26 51.3
 LB2401;SPC IN W     -   610,801.476   961,732.157   MT  1.00001355   +0 28 37.7
 LB2401;SPC IN W     - 2,003,937.84  3,155,282.92   sFT  1.00001355   +0 28 37.7
 LB2401;UTM  16      - 4,510,955.271   554,674.331   MT  0.99963679   +0 25 21.9
 LB2401
 LB2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2401!SPC IN E     -   0.99997666  x   1.00000793  =   0.99998459
 LB2401!SPC IN W     -   0.99997666  x   1.00001355  =   0.99999021
 LB2401!UTM  16      -   0.99997666  x   0.99963679  =   0.99961346
 LB2401
 LB2401:                Primary Azimuth Mark                     Grid Az
 LB2401:SPC IN E     -  WABASH                                   157 23 34.1
 LB2401:SPC IN W     -  WABASH                                   156 28 05.1
 LB2401:UTM  16      -  WABASH                                   156 31 20.9
 LB2401
 LB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5467410955(NAD 83)
 LB2401
 LB2401|---------------------------------------------------------------------|
 LB2401| PID    Reference Object                     Distance      Geod. Az  |
 LB2401|                                                           dddmmss.s |
 LB2401| LB2402 WABASH                              APPROX. 0.8 KM 1565642.8 |
 LB2401|---------------------------------------------------------------------|
 LB2401
 LB2401                          SUPERSEDED SURVEY CONTROL
 LB2401
 LB2401  NAD 83(1986)-  40 44 51.84434(N)    086 21 08.53562(W) AD(       ) 2
 LB2401  NAD 27      -  40 44 51.68430(N)    086 21 08.54050(W) AD(       ) 2
 LB2401  USSD        -  40 44 51.71100(N)    086 21 08.37900(W) AD(       ) 3
 LB2401  NGVD 29             183.10   (m)          600.7    (f) LEVELING    3  
 LB2401
 LB2401.Superseded values are not recommended for survey control.
 LB2401
 LB2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2401.See file dsdata.pdf to determine how the superseded data were derived.
 LB2401
 LB2401_MARKER: DS = TRIANGULATION STATION DISK
 LB2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2401_STAMPING: RIVER 1920
 LB2401_MARK LOGO: CGS
 LB2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2401+STABILITY: SURFACE MOTION
 LB2401
 LB2401  HISTORY     - Date     Condition        Report By
 LB2401  HISTORY     - 1920     MONUMENTED       CGS
 LB2401
 LB2401                          STATION DESCRIPTION
 LB2401
 LB2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2401'THE STATION IS THREE-FOURTHS OF A MILE FROM THE PENNSYLVANIA
 LB2401'RAILROAD STATION AT LOGANSPORT, ON THE W SIDE OF THE TRACK, 40
 LB2401'YARDS SE OF THE FOURTEENTH STREET SWITCH TENDER, 325 YARDS W OF THE
 LB2401'MACHINE SHOP OF THE PENNSYLVANIA RAILROAD, 1.740 METERS (5.71
 LB2401'FEET) W OF THE W AND NEAREST RAIL OF THE OUTGOING TRACK.  THE
 LB2401'STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB2401'DESCRIBED.  THERE IS NO REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2005 ***********************************************************************
 LA2005  DESIGNATION -  RIVERSIDE
 LA2005  PID         -  LA2005
 LA2005  STATE/COUNTY-  IN/WELLS
 LA2005  COUNTRY     -  US
 LA2005  USGS QUAD   -  LINN GROVE (2019)
 LA2005
 LA2005                         *CURRENT SURVEY CONTROL
 LA2005  ______________________________________________________________________
 LA2005* NAD 83(1997) POSITION- 40 41 48.34024(N) 085 05 06.08999(W)   ADJUSTED
 LA2005* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 LA2005  ______________________________________________________________________
 LA2005  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 LA2005  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 LA2005  HORZ ORDER      -  THIRD
 LA2005
 LA2005.The horizontal coordinates were established by classical geodetic methods
 LA2005.and adjusted by the National Geodetic Survey in May 1999.
 LA2005
 LA2005.The orthometric height was scaled from a topographic map.
 LA2005
 LA2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2005.GEOID18 height accuracy estimate available here.
 LA2005
 LA2005.Click photographs - Photos may exist for this station.
 LA2005
 LA2005.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2005
 LA2005. The following values were computed from the NAD 83(1997) position.
 LA2005
 LA2005;                    North         East     Units Scale Factor Converg.
 LA2005;SPC IN E     -   605,047.054   149,158.611   MT  0.99999640   +0 22 45.4
 LA2005;SPC IN E     - 1,985,058.54    489,364.54   sFT  0.99999640   +0 22 45.4
 LA2005;UTM  16      - 4,506,858.927   661,792.752   MT  0.99992221   +1 14 56.2
 LA2005
 LA2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2005!SPC IN E     -   0.99996610  x   0.99999640  =   0.99996250
 LA2005!UTM  16      -   0.99996610  x   0.99992221  =   0.99988831
 LA2005
 LA2005:                Primary Azimuth Mark                     Grid Az
 LA2005:SPC IN E     -  RIVERSIDE AZ MK                          312 25 12.6
 LA2005:UTM  16      -  RIVERSIDE AZ MK                          311 33 01.8
 LA2005
 LA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6179206858(NAD 83)
 LA2005
 LA2005|---------------------------------------------------------------------|
 LA2005| PID    Reference Object                     Distance      Geod. Az  |
 LA2005|                                                           dddmmss.s |
 LA2005| CD1132 RIVERSIDE RM 1                       26.304 METERS 23602     |
 LA2005| CD1133 RIVERSIDE RM 2                       24.617 METERS 30750     |
 LA2005| AH9837 RIVERSIDE AZ MK                                    3124758.0 |
 LA2005| LA2004 WELLS CO GAME FARM LOT              APPROX. 3.4 KM 3275625.3 |
 LA2005|---------------------------------------------------------------------|
 LA2005
 LA2005                          SUPERSEDED SURVEY CONTROL
 LA2005
 LA2005  NAD 83(1995)-  40 41 48.34044(N)    085 05 06.09372(W) AD(       ) 3
 LA2005  NAD 83(1986)-  40 41 48.34264(N)    085 05 06.10526(W) AD(       ) 3
 LA2005  NAD 27      -  40 41 48.17520(N)    085 05 06.21130(W) AD(       ) 3
 LA2005
 LA2005.Superseded values are not recommended for survey control.
 LA2005
 LA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2005.See file dsdata.pdf to determine how the superseded data were derived.
 LA2005
 LA2005_MARKER: DS = TRIANGULATION STATION DISK
 LA2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2005_STAMPING: RIVERSIDE 1955
 LA2005_MARK LOGO: CGS
 LA2005_PROJECTION: FLUSH
 LA2005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2005+STABILITY: SURFACE MOTION
 LA2005
 LA2005  HISTORY     - Date     Condition        Report By
 LA2005  HISTORY     - 1955     MONUMENTED       CGS
 LA2005  HISTORY     - 1964     GOOD             CGS
 LA2005  HISTORY     - 19820321 GOOD             NGS
 LA2005
 LA2005                          STATION DESCRIPTION
 LA2005
 LA2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2005'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BERNE, 5 MILES
 LA2005'SOUTHEAST OF BLUFFTON, 1/2 MILE SOUTHWEST OF VERA CRUZ AND IN THE
 LA2005'CENTER OF THE SMALL SETTLEMENT OF RIVERSIDE.
 LA2005'
 LA2005'IT IS 66 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 116, 57 FEET
 LA2005'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 316, 36 FEET NORTH-NORTHWEST
 LA2005'OF THE NORTHEAST CORNER OF THE MEYER MILLINS COMPANY BUILDING AND ON
 LA2005'LAND OWNED BY MR. JOSEPH MEYER.
 LA2005'
 LA2005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND STATE
 LA2005'HIGHWAY 116 IN BLUFFTON, GO EAST AND SOUTHEAST ON STATE HIGHWAY 116
 LA2005'FOR 5.3 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK AS
 LA2005'DESCRIBED BELOW.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.3 MILE TO
 LA2005'THE JUNCTION OF STATE HIGHWAY 316 AND THE STATION IN THE SOUTHEAST
 LA2005'ANGLE OF THE INTERSECTION AS DESCRIBED.
 LA2005'
 LA2005'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2005'RIVERSIDE 1955.
 LA2005'
 LA2005'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LA2005'316 AND 19 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 116.  THE MARK
 LA2005'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED RIVERSIDE NO 1 1955.
 LA2005'
 LA2005'REFERENCE MARK 2 IS 47 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LA2005'116, 21 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 316 AND 3 FEET
 LA2005'NORTH OF A STOP SIGN.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 LA2005'IS STAMPED RIVERSIDE NO 2 1955.
 LA2005'
 LA2005'THE AZIMUTH MARK IS 42 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 LA2005'GRAVELED ROAD, 27 FEET WEST OF THE CENTER OF STATE HIGHWAY 116, 1.5
 LA2005'FEET SOUTH-SOUTHEAST OF A WHITE 4-INCH BY 4-INCH WITNESS POST AND 1.5
 LA2005'FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK PROJECTS 5 INCHES, AND
 LA2005'THE DISK IS STAMPED RIVERSIDE 1955.
 LA2005'
 LA2005'NOTE-THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 LA2005'
 LA2005'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2005
 LA2005                          STATION RECOVERY (1964)
 LA2005
 LA2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2005'ABOUT 0.8 MILE S ALONG NO. 1 INDIANA HWY. FROM THE COURTHOUSE IN
 LA2005'BLUFFTON, THENCE 5.6 MILES E, S, AND SE ALONG NO. 116 INDIANA HWY. TO
 LA2005'CROSSROADS AND THE STATION ON THE LEFT, ABOUT 0.1 MILE SW OF VERA CRUZ
 LA2005'BRIDGE OVER WABASH RIVER.
 LA2005'
 LA2005'IT IS 68 FEET NE OF CENTER LINE OF NO. 116 HWY., 0.5 FOOT LOWER THAN
 LA2005'SAME, 61 FEET SE OF CENTER LINE OF NO. 316 INDIANA HWY., STANDARD
 LA2005'DISKS STAMPED RIVERSIDE 1955 ARE SET IN MARKS WITH THE UPPER FLUSH.
 LA2005'
 LA2005'R.M. STAMPED RIVERSIDE NO 1 1955, FLUSH, IS 26.310 METERS OR 86.32
 LA2005'FEET S 56 DEG 02 MIN W FROM THE STATION, 39 FEET S.E. OF THE CENTER
 LA2005'LINE OF NO. 316 HWY., AND 18 FEET SW OF CENTER LINE OF THE OTHER.
 LA2005'
 LA2005'R.M. STAMPED RIVERSIDE NO 2 1955, FLUSH, IS 24.610 METERS OR 80.74
 LA2005'FEET N 52 DEG 10 MIN W FROM THE STATION, 49 FEET N.E. OF THE CENTER
 LA2005'LINE OF NO. 116 HWY., 20 FEET NW OF CENTER LINE OF NO. 316 HWY., AND
 LA2005'0.2 FOOT LOWER THAN SAME.
 LA2005'
 LA2005'AZIMUTH MARK STAMPED RIVERSIDE 1955, PROJECTS 0.3 FOOT, IS ABOUT 0.2
 LA2005'MILE N 47 DEG 12 MIN W FROM THE STATION, 40 FEET S OF PROJECTED CENTER
 LA2005'LINE OF NO. 300 S COUNTY ROAD, 28 FEET SW OF CENTER LINE OF 18-FOOT
 LA2005'ASPHALT HWY. PAVEMENT, 1.1 FEET LOWER THAN SAME, 2 FEET ESE OF NO.
 LA2005'70/468 POWER POLE, AND 2.6 FEET NW OF STEEL WITNESS POST.  THE
 LA2005'OBSTRUCTION BETWEEN STATION AND AZIMUTH MARK OF ORIGINAL DESCRIPTION
 LA2005'HAS BEEN REMOVED.
 LA2005
 LA2005                          STATION RECOVERY (1982)
 LA2005
 LA2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LA2005'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 LA2005'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION REFERENCE MARK
 LA2005'2 WAS DESTROYED AND REFERENCE MARK NO 3 WAS SET AT THIS TIME.  A NEW
 LA2005'DESCRIPTION FOLLOWS.
 LA2005'
 LA2005'THE STATION IS LOCATED ABOUT 7.0 MILES (11.3 KM) NORTHWEST OF BERNE,
 LA2005'5.0 MILES (8.0 KM) SOUTHEAST OF BLUFFTON, 1/2 MILE SOUTHWEST OF VERA
 LA2005'CRUZ AND IN THE CENTER OF THE SMALL SETTLEMENT OF RIVERSIDE AND ON
 LA2005'PROPERTY NOW OWNED BY MR ROBERT SCHAWARTZ, ROUTE NO 3, BOX 106,
 LA2005'BLUFFTON, INDIANA.
 LA2005'
 LA2005'TO REACH FROM THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND 116
 LA2005'IN BLUFFTON, GO EAST AND SOUTHEAST ON HIGHWAY 116 FOR 5.3 MILES
 LA2005'(8.5 KM) TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK IN THE SOUTHWEST
 LA2005'PORTION OF INTERSECTION.  CONTINUE SOUTHEAST ON HIGHWAY 116 FOR 0.2
 LA2005'MILE (0.3 KM) TO THE JUNCTION OF STATE HIGHWAY 316 AND THE STATION IN
 LA2005'THE SOUTHEAST PORTION OF THE INTERSECTION AS DESCRIBED.
 LA2005'
 LA2005'THE STATION IS A STANDARD CGS DISK STAMPED,---RIVERSIDE 1955---, SET
 LA2005'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 LA2005'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 20.117 METERS
 LA2005'(66.001 FT) EAST FROM THE APPROXIMATE CENTER OF HIGHWAY 116, 17.374
 LA2005'METERS (57.001 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY 316,
 LA2005'16.947 METERS (55.600 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF
 LA2005'MEYER MILLING COMPANY BUILDING, NOW ABANDONED, 4.877 METERS (16.001
 LA2005'FT) EAST-SOUTHEAST FROM A 10 INCH MAPLE TREE, 18.166 METERS (59.600
 LA2005'FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF A HOUSE AND 5.486
 LA2005'METERS (17.999 FT) WEST FROM THE APPROXIMATE CENTER OF GRAVEL
 LA2005'DRIVEWAY.
 LA2005'
 LA2005'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED,
 LA2005'---RIVERSIDE NO 1 1955---, SET INTO THE TOP OF A ROUND CONCRETE
 LA2005'MONUMENT, 10 INCHES, (25 CM) IN DIAMETER, FLUSH, WITH GROUND. THE
 LA2005'STATION IS LOCATED 11.887 METERS (38.999 FT) SOUTH FROM THE
 LA2005'APPROXIMATE CENTER OF HIGHWAY 316, 5.791 METERS (18.999 FT) WEST FROM
 LA2005'THE APPROXIMATE CENTER OF HIGHWAY 116, 8.839 METERS (28.999 FT)
 LA2005'NORTHEAST FOM THE SOUTHEAST CORNER OF A PORCH ON A HOUSE AND 7.498
 LA2005'METERS (24.600 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE PORCH OF
 LA2005'THE HOUSE, AND LEVEL WITH THE STATION.
 LA2005'
 LA2005'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 LA2005'---RIVERSIDE 1955 NO 3 1982---, CEMENTED IN A DRILL HOLE IN A CONCRETE
 LA2005'FOUNDATION FROM AND OLD SET OF GRAIN SCALES NOW USED AS A CURBING FOR
 LA2005'A DRIVEWAY.  THE STATION IS LOCATED 19.202 METERS (62.999 FT) EAST
 LA2005'FROM THE APPROXIMATE CENTER OF HIGHWAY 116, 20.208 METERS (66.299 FT)
 LA2005'WEST FROM THE SOUTHWEST CORNER OF THE HOUSE, 14.935 METERS (48.999 FT)
 LA2005'SOUTHEAST FROM THE 10 INCH MAPLE TREE, 7.010 METERS (22.999 FT)
 LA2005'NORTHWEST FROM THE NORTHEAST CORNER OF MEYER MILLING COMPANY BUILDING,
 LA2005'LEVEL WITH THE STATION.
 LA2005'
 LA2005'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK STAMPED,
 LA2005'---RIVERSIDE 1955---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 LA2005'15 INCHES (45 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 LA2005'LOCATED 12.802 METERS (42.001 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 LA2005'CENTER OF A GRAVLEL ROAD (300 S) 8.230 METERS (27.001 FT) WEST FROM
 LA2005'THE APPROXIMATE CENTER OF STATE HIGHWAY 116 (700 E)  0.457 METERS
 LA2005'(1.499 FT) SOUTH-SOUTHEAST FROM A WHITE 4 INCH BY 4 INCH WITNESS POST,
 LA2005'0.457 METERS (1.499 FT) SOUTHEAST FROM A UTILITY POLE, AND 0.457
 LA2005'METERS (1.499 FT) NORTH FROM A METAL WITNESS POST.
 LA2005'
 LA2005'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON STATE
 LA2005'HIGHWAY 116 FOR 0.2 MILES (0.3 KM) TO THE MARK ON LEFT AS DESCRIBED,
 LA2005'JUST BEFORE A SIDE ROAD LEFT (300 S)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1041 ***********************************************************************
 MD1041  DESIGNATION -  RIVET
 MD1041  PID         -  MD1041
 MD1041  STATE/COUNTY-  IN/KOSCIUSKO
 MD1041  COUNTRY     -  US
 MD1041  USGS QUAD   -  WARSAW (2019)
 MD1041
 MD1041                         *CURRENT SURVEY CONTROL
 MD1041  ______________________________________________________________________
 MD1041* NAD 83(1986) POSITION- 41 11 58.     (N) 085 52 00.     (W)   SCALED
 MD1041* NAVD 88 ORTHO HEIGHT -   257.834 (meters)      845.91  (feet) ADJUSTED
 MD1041  ______________________________________________________________________
 MD1041  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 MD1041  DYNAMIC HEIGHT  -        257.724 (meters)      845.55  (feet) COMP
 MD1041  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 MD1041
 MD1041  VERT ORDER      -  FIRST     CLASS II
 MD1041
 MD1041.The horizontal coordinates were scaled from a map and have
 MD1041.an estimated accuracy of +/- 6 seconds.
 MD1041
 MD1041.The orthometric height was determined by differential leveling and
 MD1041.adjusted by the NATIONAL GEODETIC SURVEY
 MD1041.in June 1991.
 MD1041
 MD1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1041.GEOID18 height accuracy estimate available here.
 MD1041
 MD1041.Click photographs - Photos may exist for this station.
 MD1041
 MD1041.The dynamic height is computed by dividing the NAVD 88
 MD1041.geopotential number by the normal gravity value computed on the
 MD1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1041.degrees latitude (g = 980.6199 gals.).
 MD1041
 MD1041.The modeled gravity was interpolated from observed gravity values.
 MD1041
 MD1041;                    North         East    Units  Estimated Accuracy
 MD1041;SPC IN E     -   660,730.       83,220.      MT  (+/- 180 meters Scaled)
 MD1041
 MD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL950615(NAD 83)
 MD1041
 MD1041                          SUPERSEDED SURVEY CONTROL
 MD1041
 MD1041  NGVD 29 (??/??/92)  257.966  (m)          846.34   (f) ADJ UNCH    1 2
 MD1041
 MD1041.Superseded values are not recommended for survey control.
 MD1041
 MD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1041.See file dsdata.pdf to determine how the superseded data were derived.
 MD1041
 MD1041_MARKER: R = RIVET
 MD1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1041_SP_SET: ABUTMENT
 MD1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1041
 MD1041  HISTORY     - Date     Condition        Report By
 MD1041  HISTORY     - UNK      MONUMENTED       NYCRR
 MD1041  HISTORY     - 1946     GOOD             CGS
 MD1041  HISTORY     - 1987     GOOD             USPSQD
 MD1041
 MD1041                          STATION DESCRIPTION
 MD1041
 MD1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1041'3 MI S FROM WARSAW.
 MD1041'3.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1041'STATION AT WARSAW, KOSCIUSKO COUNTY, NEAR BENCH MARK A 182, AT
 MD1041'BRIDGE 162 DATED 1922, AND IN THE TOP OF THE EAST END OF THE
 MD1041'NORTH ABUTMENT.  A RIVET.
 MD1041
 MD1041                          STATION RECOVERY (1987)
 MD1041
 MD1041'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBB)
 MD1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1616 ***********************************************************************
 LA1616  DESIGNATION -  RIVET
 LA1616  PID         -  LA1616
 LA1616  STATE/COUNTY-  IN/GRANT
 LA1616  COUNTRY     -  US
 LA1616  USGS QUAD   -  MARION (2019)
 LA1616
 LA1616                         *CURRENT SURVEY CONTROL
 LA1616  ______________________________________________________________________
 LA1616* NAD 83(1986) POSITION- 40 36 49.     (N) 085 40 16.     (W)   SCALED
 LA1616* NAVD 88 ORTHO HEIGHT -   252.973 (meters)      829.96  (feet) ADJUSTED
 LA1616  ______________________________________________________________________
 LA1616  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 LA1616  DYNAMIC HEIGHT  -        252.846 (meters)      829.55  (feet) COMP
 LA1616  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 LA1616
 LA1616  VERT ORDER      -  FIRST     CLASS II
 LA1616
 LA1616.The horizontal coordinates were scaled from a map and have
 LA1616.an estimated accuracy of +/- 6 seconds.
 LA1616
 LA1616.The orthometric height was determined by differential leveling and
 LA1616.adjusted by the NATIONAL GEODETIC SURVEY
 LA1616.in June 1991.
 LA1616
 LA1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1616.GEOID18 height accuracy estimate available here.
 LA1616
 LA1616.Click photographs - Photos may exist for this station.
 LA1616
 LA1616.The dynamic height is computed by dividing the NAVD 88
 LA1616.geopotential number by the normal gravity value computed on the
 LA1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1616.degrees latitude (g = 980.6199 gals.).
 LA1616
 LA1616.The modeled gravity was interpolated from observed gravity values.
 LA1616
 LA1616;                    North         East    Units  Estimated Accuracy
 LA1616;SPC IN E     -   595,650.       99,620.      MT  (+/- 180 meters Scaled)
 LA1616
 LA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK124967(NAD 83)
 LA1616
 LA1616                          SUPERSEDED SURVEY CONTROL
 LA1616
 LA1616  NGVD 29 (??/??/92)  253.10   (m)          830.4    (f) COMPUTED    1 2
 LA1616
 LA1616.Superseded values are not recommended for survey control.
 LA1616
 LA1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1616.See file dsdata.pdf to determine how the superseded data were derived.
 LA1616
 LA1616_MARKER: R = RIVET
 LA1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1616+STABILITY: SURFACE MOTION
 LA1616
 LA1616  HISTORY     - Date     Condition        Report By
 LA1616  HISTORY     - UNK      MONUMENTED       NONE
 LA1616  HISTORY     - 1946     GOOD             CGS
 LA1616
 LA1616                          STATION DESCRIPTION
 LA1616
 LA1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1616'4 MI NW FROM MARION.
 LA1616'ABOUT 4.05 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1616'FROM THE STATION AT MARION, OPPOSITE POLE NUMBER 128/28, IN THE
 LA1616'TOP OF THE NORTHEAST CONCRETE WINGWALL OF RAILROAD BRIDGE NUMBER
 LA1616'326, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1620 ***********************************************************************
 LA1620  DESIGNATION -  RIVET
 LA1620  PID         -  LA1620
 LA1620  STATE/COUNTY-  IN/GRANT
 LA1620  COUNTRY     -  US
 LA1620  USGS QUAD   -  LA FONTAINE (2019)
 LA1620
 LA1620                         *CURRENT SURVEY CONTROL
 LA1620  ______________________________________________________________________
 LA1620* NAD 83(1986) POSITION- 40 38 34.     (N) 085 41 51.     (W)   SCALED
 LA1620* NAVD 88 ORTHO HEIGHT -   246.149 (meters)      807.57  (feet) ADJUSTED
 LA1620  ______________________________________________________________________
 LA1620  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1620  DYNAMIC HEIGHT  -        246.027 (meters)      807.17  (feet) COMP
 LA1620  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 LA1620
 LA1620  VERT ORDER      -  FIRST     CLASS II
 LA1620
 LA1620.The horizontal coordinates were scaled from a map and have
 LA1620.an estimated accuracy of +/- 6 seconds.
 LA1620
 LA1620.The orthometric height was determined by differential leveling and
 LA1620.adjusted by the NATIONAL GEODETIC SURVEY
 LA1620.in June 1991.
 LA1620
 LA1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1620.GEOID18 height accuracy estimate available here.
 LA1620
 LA1620.Click photographs - Photos may exist for this station.
 LA1620
 LA1620.The dynamic height is computed by dividing the NAVD 88
 LA1620.geopotential number by the normal gravity value computed on the
 LA1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1620.degrees latitude (g = 980.6199 gals.).
 LA1620
 LA1620.The modeled gravity was interpolated from observed gravity values.
 LA1620
 LA1620;                    North         East    Units  Estimated Accuracy
 LA1620;SPC IN E     -   598,890.       97,390.      MT  (+/- 180 meters Scaled)
 LA1620
 LA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK101999(NAD 83)
 LA1620
 LA1620                          SUPERSEDED SURVEY CONTROL
 LA1620
 LA1620  NGVD 29 (??/??/92)  246.28   (m)          808.0    (f) COMPUTED    1 2
 LA1620
 LA1620.Superseded values are not recommended for survey control.
 LA1620
 LA1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1620.See file dsdata.pdf to determine how the superseded data were derived.
 LA1620
 LA1620_MARKER: R = RIVET
 LA1620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1620_SP_SET: BRIDGE
 LA1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1620
 LA1620  HISTORY     - Date     Condition        Report By
 LA1620  HISTORY     - UNK      MONUMENTED       NYCRR
 LA1620  HISTORY     - 1946     GOOD             CGS
 LA1620
 LA1620                          STATION DESCRIPTION
 LA1620
 LA1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1620'2.7 MI SE FROM LA FONTAINE.
 LA1620'ABOUT 2.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LA1620'THE STATION AT LA FONTAINE, OPPOSITE POLE NUMBER 126/10, IN THE
 LA1620'TOP OF THE NORTH END OF THE NORTHEAST HEAD WALL OF BRIDGE
 LA1620'NUMBER 318, 5 FEET EAST OF THE EAST RAIL.  NOTE-- THIS SHOULD BE
 LA1620'THE NEW YORK CENTRAL RAILROAD, THE ONLY RAILROAD AT LA FONTAINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1125 ***********************************************************************
 ME1125  DESIGNATION -  RM
 ME1125  PID         -  ME1125
 ME1125  STATE/COUNTY-  IN/LAKE
 ME1125  COUNTRY     -  US
 ME1125  USGS QUAD   -  SCHNEIDER (2019)
 ME1125
 ME1125                         *CURRENT SURVEY CONTROL
 ME1125  ______________________________________________________________________
 ME1125* NAD 83(1986) POSITION- 41 10 48.     (N) 087 26 52.     (W)   SCALED
 ME1125* NAVD 88 ORTHO HEIGHT -   192.137 (meters)      630.37  (feet) ADJUSTED
 ME1125  ______________________________________________________________________
 ME1125  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 ME1125  DYNAMIC HEIGHT  -        192.056 (meters)      630.10  (feet) COMP
 ME1125  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME1125
 ME1125  VERT ORDER      -  FIRST     CLASS II
 ME1125
 ME1125.The horizontal coordinates were scaled from a map and have
 ME1125.an estimated accuracy of +/- 6 seconds.
 ME1125
 ME1125.The orthometric height was determined by differential leveling and
 ME1125.adjusted by the NATIONAL GEODETIC SURVEY
 ME1125.in June 1991.
 ME1125
 ME1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1125.GEOID18 height accuracy estimate available here.
 ME1125
 ME1125.Click photographs - Photos may exist for this station.
 ME1125
 ME1125.The dynamic height is computed by dividing the NAVD 88
 ME1125.geopotential number by the normal gravity value computed on the
 ME1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1125.degrees latitude (g = 980.6199 gals.).
 ME1125
 ME1125.The modeled gravity was interpolated from observed gravity values.
 ME1125
 ME1125;                    North         East    Units  Estimated Accuracy
 ME1125;SPC IN W     -   658,610.      869,420.      MT  (+/- 180 meters Scaled)
 ME1125
 ME1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624588(NAD 83)
 ME1125
 ME1125                          SUPERSEDED SURVEY CONTROL
 ME1125
 ME1125  NGVD 29 (??/??/92)  192.226  (m)          630.66   (f) ADJ UNCH    1 2
 ME1125
 ME1125.Superseded values are not recommended for survey control.
 ME1125
 ME1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1125.See file dsdata.pdf to determine how the superseded data were derived.
 ME1125
 ME1125_MARKER: Q = CHISELED SQUARE
 ME1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1125_SP_SET: CULVERT
 ME1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1125
 ME1125  HISTORY     - Date     Condition        Report By
 ME1125  HISTORY     - UNK      MONUMENTED       USGS
 ME1125  HISTORY     - 1954     GOOD             CGS
 ME1125
 ME1125                          STATION DESCRIPTION
 ME1125
 ME1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1125'0.6 MI S FROM SCHNEIDER.
 ME1125'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE INTERSECTION
 ME1125'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, AT AN EAST-WEST
 ME1125'CROSSROAD, 20 FEET WEST OF CENTER LINE OF HIGHWAY, 23 1/2 FEET
 ME1125'SOUTH OF CENTER LINE OF ROAD, A 2 1/2-INCH OUTLINED SQUARE ON
 ME1125'THE TOP OF THE SOUTH END OF RIGHT ANGLE SHAPED WEST CONCRETE
 ME1125'HEAD WALL OF A PIPE CULVERT UNDER HIGHWAY 41, 0.4 FOOT NORTH OF
 ME1125'SOUTH END OF HEAD WALL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 ME1125'HIGHWAY.  NOTE-- THE HEADWALL AND END OF PIPE CULVERT IS COVERED
 ME1125'AND IS BEING DRIVEN OVER BY CARS AND TRUCKS.  NOTE-- THIS MARK
 ME1125'WAS ORIGINALLY DESCRIBED AS A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1278 ***********************************************************************
 JA1278  DESIGNATION -  RM 1
 JA1278  PID         -  JA1278
 JA1278  STATE/COUNTY-  IN/KNOX
 JA1278  COUNTRY     -  US
 JA1278  USGS QUAD   -  VINCENNES (2019)
 JA1278
 JA1278                         *CURRENT SURVEY CONTROL
 JA1278  ______________________________________________________________________
 JA1278* NAD 83(1986) POSITION- 38 40 35.52   (N) 087 31 35.52   (W)   HD_HELD1
 JA1278* NAVD 88 ORTHO HEIGHT -   130.624 (meters)      428.56  (feet) POSTED
 JA1278  ______________________________________________________________________
 JA1278  GEOID HEIGHT    -        -31.774 (meters)                     GEOID18
 JA1278  DYNAMIC HEIGHT  -        130.54  (meters)      428.3   (feet) COMP
 JA1278  MODELED GRAVITY -    980,010.0   (mgal)                       NAVD 88
 JA1278
 JA1278  VERT ORDER      -  * POSTED, SEE BELOW
 JA1278
 JA1278.The horizontal coordinates were determined by differentially corrected
 JA1278.hand held GPS observations or other comparable positioning techniques
 JA1278.and have an estimated accuracy of +/- 3 meters.
 JA1278
 JA1278.The orthometric height was determined by differential leveling
 JA1278.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1278
 JA1278.* This is a POSTED BENCH MARK height.
 JA1278
 JA1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1278.GEOID18 height accuracy estimate available here.
 JA1278
 JA1278.Click photographs - Photos may exist for this station.
 JA1278
 JA1278.The dynamic height is computed by dividing the NAVD 88
 JA1278.geopotential number by the normal gravity value computed on the
 JA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1278.degrees latitude (g = 980.6199 gals.).
 JA1278
 JA1278.The modeled gravity was interpolated from observed gravity values.
 JA1278
 JA1278;                    North         East    Units  Estimated Accuracy
 JA1278;SPC IN W     -   380,681.9     861,434.2     MT  (+/- 3 meters HH1 GPS) 
 JA1278
 JA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5419981013(NAD 83)
 JA1278
 JA1278                          SUPERSEDED SURVEY CONTROL
 JA1278
 JA1278  NGVD 29 (??/??/92)  130.76   (m)          429.0    (f) COMPUTED    1 2
 JA1278
 JA1278.Superseded values are not recommended for survey control.
 JA1278
 JA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1278.See file dsdata.pdf to determine how the superseded data were derived.
 JA1278
 JA1278_MARKER: Q = CHISELED SQUARE
 JA1278_SETTING: 0 = UNSPECIFIED SETTING
 JA1278_SP_SET: SANDSTONE PIER
 JA1278_MARK LOGO: NONE
 JA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1278+STABILITY: SURFACE MOTION
 JA1278
 JA1278  HISTORY     - Date     Condition        Report By
 JA1278  HISTORY     - 1930     MONUMENTED       CGS
 JA1278  HISTORY     - 1965     GOOD             CGS
 JA1278  HISTORY     - 1986     GOOD             NGS
 JA1278  HISTORY     - 20080930 POOR             GEOCAC
 JA1278
 JA1278                          STATION DESCRIPTION
 JA1278
 JA1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1278'0.6 MI SW FROM VINCENNES.
 JA1278'ABOUT 0.65 MILE SOUTHWEST ALONG 7TH STREET, WHICH IS ALSO U.S.
 JA1278'HIGHWAY 50, FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JA1278'VINCENNES, ON THE KNOX COUNTY COURTHOUSE LAWN, 206 1/2 FEET
 JA1278'SOUTHEAST OF THE CENTER LINE OF 7TH STREET, 113 FEET NORTH OF
 JA1278'THE EAST CORNER OF THE COURTHOUSE, 144 1/2 FEET NORTHWEST OF THE
 JA1278'CENTER LINE OF 8TH STREET, A CHISELED SQUARE IN THE TOP OF THE
 JA1278'MORE EASTERLY OF 2 SANDSTONE PIERS OF THE COAST AND GEODETIC
 JA1278'SURVEY ASTRONOMICAL STATION, ABOUT 3 FEET ABOVE THE GROUND.
 JA1278'NOTE-- THE BALTIMORE AND OHIO RAILROAD STATION IS ALSO THE
 JA1278'UNION STATION.
 JA1278
 JA1278                          STATION RECOVERY (1986)
 JA1278
 JA1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1278'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JA1278'NEW DESCRIPTION FOLLOWS.  IN VINCENNES, AT THE INTERSECTION OF 7TH AND
 JA1278'8TH STREETS, A CHISELED SQUARE IN TOP OF THE MOST EASTERLY 1 OF 2
 JA1278'SANDSTONE PIERS OF THE USCGS ASTRONOMICAL STATION IN THE COURTHOUSE
 JA1278'PARKING LOT AND IS SURROUNDED BY A STEEL BARRIER, 62.5 M (205.1 FT)
 JA1278'SOUTHEAST OF THE CENTERLINE OF 7TH STREET, 44.0 M (144.4 FT) NORTHWEST
 JA1278'OF THE CENTERLINE OF 8TH STREET, AND 34.4 M (112.9 FT) NORTH OF THE
 JA1278'EAST CORNER OF THE COURTHOUSE.
 JA1278'THE MARK IS 1.0 M ABOVE THE GROUND.
 JA1278
 JA1278                          STATION RECOVERY (2008)
 JA1278
 JA1278'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1278'CHISELED SQUARE IS FAINTLY VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0761 ***********************************************************************
 MD0761  DESIGNATION -  RM 1 KENAIR
 MD0761  PID         -  MD0761
 MD0761  STATE/COUNTY-  IN/NOBLE
 MD0761  COUNTRY     -  US
 MD0761  USGS QUAD   -  KENDALLVILLE (2019)
 MD0761
 MD0761                         *CURRENT SURVEY CONTROL
 MD0761  ______________________________________________________________________
 MD0761* NAD 83(1986) POSITION- 41 28 22.52   (N) 085 16 04.32   (W)   HD_HELD1
 MD0761* NAVD 88 ORTHO HEIGHT -   305.031 (meters)     1000.76  (feet) ADJUSTED
 MD0761  ______________________________________________________________________
 MD0761  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 MD0761  DYNAMIC HEIGHT  -        304.910 (meters)     1000.36  (feet) COMP
 MD0761  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 MD0761
 MD0761  VERT ORDER      -  SECOND    CLASS 0
 MD0761
 MD0761.This mark is at Kendallville Airport (C62)
 MD0761
 MD0761.The horizontal coordinates were determined by differentially corrected
 MD0761.hand held GPS observations or other comparable positioning techniques
 MD0761.and have an estimated accuracy of +/- 3 meters.
 MD0761
 MD0761.The orthometric height was determined by differential leveling and
 MD0761.adjusted by the NATIONAL GEODETIC SURVEY
 MD0761.in June 1991.
 MD0761
 MD0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0761.GEOID18 height accuracy estimate available here.
 MD0761
 MD0761.Click photographs - Photos may exist for this station.
 MD0761
 MD0761.The dynamic height is computed by dividing the NAVD 88
 MD0761.geopotential number by the normal gravity value computed on the
 MD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0761.degrees latitude (g = 980.6199 gals.).
 MD0761
 MD0761.The modeled gravity was interpolated from observed gravity values.
 MD0761
 MD0761;                    North         East    Units  Estimated Accuracy
 MD0761;SPC IN E     -   691,155.2     133,311.1     MT  (+/- 3 meters HH1 GPS) 
 MD0761
 MD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4463192706(NAD 83)
 MD0761
 MD0761                          SUPERSEDED SURVEY CONTROL
 MD0761
 MD0761  NGVD 29 (??/??/92)  305.17   (m)         1001.2    (f) COMPUTED    2 0
 MD0761
 MD0761.Superseded values are not recommended for survey control.
 MD0761
 MD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0761.See file dsdata.pdf to determine how the superseded data were derived.
 MD0761
 MD0761_MARKER: DR = REFERENCE MARK DISK
 MD0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0761_STAMPING: KENAIR NO 1 1946
 MD0761_MARK LOGO: CGS
 MD0761_PROJECTION: FLUSH
 MD0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0761+STABILITY: SURFACE MOTION
 MD0761
 MD0761  HISTORY     - Date     Condition        Report By
 MD0761  HISTORY     - 1946     MONUMENTED       CGS
 MD0761  HISTORY     - 1963     MARK NOT FOUND   CGS
 MD0761
 MD0761                          STATION DESCRIPTION
 MD0761
 MD0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0761'1.5 MI N FROM KENDALLVILLE.
 MD0761'1.5 MILES NORTH ALONG STATE HIGHWAY 3 FROM KENDALLVILLE, NOBLE
 MD0761'COUNTY, AT KENDALLVILLE MUNICIPAL AIRPORT, 0.15 MILE EAST OF
 MD0761'STATE HIGHWAY 3, 115 FEET SOUTHWEST OF THE NORTHWEST-SOUTHEAST
 MD0761'RUNWAY, 83 FEET NORTH OF TRIANGULATION STATION KENAIR, AND
 MD0761'ABOUT FLUSH WITH THE GROUND.  NOTE-- NO EVIDENCE OF THE MARK
 MD0761'WAS FOUND.  REPORTEDLY AND OBVIOUSLY THERE HAS BEEN GRADING
 MD0761'OVER THE AREA, AND IT IS BELIEVED THAT THE MARK HAS BEEN
 MD0761'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1662 ***********************************************************************
 JZ1662  DESIGNATION -  RM 795
 JZ1662  PID         -  JZ1662
 JZ1662  STATE/COUNTY-  IN/UNION
 JZ1662  COUNTRY     -  US
 JZ1662  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1662
 JZ1662                         *CURRENT SURVEY CONTROL
 JZ1662  ______________________________________________________________________
 JZ1662* NAD 83(1986) POSITION- 39 39 49.     (N) 085 00 15.     (W)   SCALED
 JZ1662* NAVD 88 ORTHO HEIGHT -   241.93  (+/-2cm)      793.7   (feet) VERTCON3
 JZ1662  ______________________________________________________________________
 JZ1662  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 JZ1662  VERT ORDER      -  ? (See Below)
 JZ1662
 JZ1662.The horizontal coordinates were scaled from a map and have
 JZ1662.an estimated accuracy of +/- 6 seconds.
 JZ1662
 JZ1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1662
 JZ1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1662.GEOID18 height accuracy estimate available here.
 JZ1662
 JZ1662.The vertical order pertains to the NGVD 29 superseded value.
 JZ1662
 JZ1662.Click photographs - Photos may exist for this station.
 JZ1662
 JZ1662;                    North         East    Units  Estimated Accuracy
 JZ1662;SPC IN E     -   490,380.      156,850.      MT  (+/- 180 meters Scaled)
 JZ1662
 JZ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ712923(NAD 83)
 JZ1662
 JZ1662                          SUPERSEDED SURVEY CONTROL
 JZ1662
 JZ1662  NGVD 29 (??/??/92)  242.084  (m)          794.24   (f) ADJ UNCH       
 JZ1662
 JZ1662.Superseded values are not recommended for survey control.
 JZ1662
 JZ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1662.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1662
 JZ1662_MARKER: X = CHISELED CROSS
 JZ1662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1662_SP_SET: SIGNBOARD CONCRETE BASE
 JZ1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1662
 JZ1662  HISTORY     - Date     Condition        Report By
 JZ1662  HISTORY     - UNK      MONUMENTED       USGS
 JZ1662  HISTORY     - 1934     GOOD             CGS
 JZ1662
 JZ1662                          STATION DESCRIPTION
 JZ1662
 JZ1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1662'AT BROWNSVILLE.
 JZ1662'AT BROWNSVILLE, UNION COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ1662'35 YARDS WEST OF U.S.G.S. BENCH MARK K 3 DESCRIBED ABOVE, ON
 JZ1662'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN
 JZ1662'ABANDONED SIGNBOARD IN FRONT OF THE STATION, 9.3 FEET EAST OF
 JZ1662'THE EAST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A CHISELED
 JZ1662'CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2003 ***********************************************************************
 LA2003  DESIGNATION -  RNG FT WAYNE RADIO FWA
 LA2003  PID         -  LA2003
 LA2003  STATE/COUNTY-  IN/ALLEN
 LA2003  COUNTRY     -  US
 LA2003  USGS QUAD   -  OSSIAN (2019)
 LA2003
 LA2003                         *CURRENT SURVEY CONTROL
 LA2003  ______________________________________________________________________
 LA2003* NAD 83(1997) POSITION- 40 56 39.61725(N) 085 14 54.52329(W)   ADJUSTED
 LA2003  ______________________________________________________________________
 LA2003  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 LA2003  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 LA2003  HORZ ORDER      -  THIRD
 LA2003
 LA2003.The horizontal coordinates were established by classical geodetic methods
 LA2003.and adjusted by the National Geodetic Survey in May 1999.
 LA2003
 LA2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2003.GEOID18 height accuracy estimate available here.
 LA2003
 LA2003.Click photographs - Photos may exist for this station.
 LA2003
 LA2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2003
 LA2003. The following values were computed from the NAD 83(1997) position.
 LA2003
 LA2003;                    North         East     Units Scale Factor Converg.
 LA2003;SPC IN E     -   632,461.177   135,212.776   MT  0.99998192   +0 16 26.6
 LA2003;SPC IN E     - 2,074,999.71    443,610.58   sFT  0.99998192   +0 16 26.6
 LA2003;UTM  16      - 4,534,055.117   647,432.765   MT  0.99986753   +1 08 52.9
 LA2003
 LA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4743234055(NAD 83)
 LA2003
 LA2003                          SUPERSEDED SURVEY CONTROL
 LA2003
 LA2003  NAD 83(1995)-  40 56 39.61771(N)    085 14 54.52965(W) AD(       ) 3
 LA2003  NAD 83(1986)-  40 56 39.61937(N)    085 14 54.53763(W) AD(       ) 3
 LA2003  NAD 27      -  40 56 39.44400(N)    085 14 54.64200(W) AD(       ) 3
 LA2003
 LA2003.Superseded values are not recommended for survey control.
 LA2003
 LA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2003.See file dsdata.pdf to determine how the superseded data were derived.
 LA2003
 LA2003_MARKER: 61 = POLE
 LA2003
 LA2003  HISTORY     - Date     Condition        Report By
 LA2003  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2003
 LA2003                          STATION DESCRIPTION
 LA2003
 LA2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2003'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH-NORTHEAST OF MARKLE, 7
 LA2003'MILES SOUTH OF FORT WAYNE, 2.5
 LA2003'MILES NORTH-NORTHEAST OF THE SMALL SETTLEMENT OF ZANESVILLE, AND 1
 LA2003'MILE EAST OF STATE HIGHWAY 3.
 LA2003'
 LA2003'THE STATION IS THE CENTER ONE OF SEVEN POLES.  IT IS ABOUT 50 FEET
 LA2003'HIGH, PAINTED ALTERNATE
 LA2003'ORANGE AND WHITE.  THE POINT OBSERVED WAS THE TOP OF THE CENTER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2238 ***********************************************************************
 LA2238  DESIGNATION -  ROANN
 LA2238  PID         -  LA2238
 LA2238  STATE/COUNTY-  IN/MIAMI
 LA2238  COUNTRY     -  US
 LA2238  USGS QUAD   -  ROANN (2019)
 LA2238
 LA2238                         *CURRENT SURVEY CONTROL
 LA2238  ______________________________________________________________________
 LA2238* NAD 83(1997) POSITION- 40 54 47.16023(N) 085 58 37.07605(W)   ADJUSTED
 LA2238* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LA2238  ______________________________________________________________________
 LA2238  GEOID HEIGHT    -        -34.068 (meters)                     GEOID18
 LA2238  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 LA2238  HORZ ORDER      -  SECOND
 LA2238
 LA2238.The horizontal coordinates were established by classical geodetic methods
 LA2238.and adjusted by the National Geodetic Survey in May 1999.
 LA2238
 LA2238.The orthometric height was scaled from a topographic map.
 LA2238
 LA2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2238.GEOID18 height accuracy estimate available here.
 LA2238
 LA2238.Click photographs - Photos may exist for this station.
 LA2238
 LA2238.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2238
 LA2238. The following values were computed from the NAD 83(1997) position.
 LA2238
 LA2238;                    North         East     Units Scale Factor Converg.
 LA2238;SPC IN E     -   628,954.372    73,859.539   MT  0.99997507   -0 12 11.6
 LA2238;SPC IN E     - 2,063,494.47    242,320.84   sFT  0.99997507   -0 12 11.6
 LA2238;UTM  16      - 4,529,614.166   586,152.326   MT  0.99969135   +0 40 12.1
 LA2238
 LA2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2238!SPC IN E     -   0.99996693  x   0.99997507  =   0.99994200
 LA2238!UTM  16      -   0.99996693  x   0.99969135  =   0.99965829
 LA2238
 LA2238:                Primary Azimuth Mark                     Grid Az
 LA2238:SPC IN E     -  ROANN AZ MK                              039 17 40.0
 LA2238:UTM  16      -  ROANN AZ MK                              038 25 16.3
 LA2238
 LA2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8615229614(NAD 83)
 LA2238
 LA2238|---------------------------------------------------------------------|
 LA2238| PID    Reference Object                     Distance      Geod. Az  |
 LA2238|                                                           dddmmss.s |
 LA2238| CD1140 ROANN AZ MK                                        0390528.4 |
 LA2238| CD1141 ROANN RM 1                           32.281 METERS 12232     |
 LA2238| CD1142 ROANN RM 2                           34.068 METERS 28454     |
 LA2238|---------------------------------------------------------------------|
 LA2238
 LA2238                          SUPERSEDED SURVEY CONTROL
 LA2238
 LA2238  NAD 83(1986)-  40 54 47.16522(N)    085 58 37.08742(W) AD(       ) 2
 LA2238  NAD 27      -  40 54 47.00880(N)    085 58 37.11630(W) AD(       ) 2
 LA2238
 LA2238.Superseded values are not recommended for survey control.
 LA2238
 LA2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2238.See file dsdata.pdf to determine how the superseded data were derived.
 LA2238
 LA2238_MARKER: DS = TRIANGULATION STATION DISK
 LA2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2238_STAMPING: ROANN 1947
 LA2238_MARK LOGO: CGS
 LA2238_PROJECTION: RECESSED 30 CENTIMETERS
 LA2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2238+STABILITY: SURFACE MOTION
 LA2238
 LA2238  HISTORY     - Date     Condition        Report By
 LA2238  HISTORY     - 1947     MONUMENTED       CGS
 LA2238
 LA2238                          STATION DESCRIPTION
 LA2238
 LA2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2238'THE STATION IS LOCATED 6 MILES NORTHEAST OF DENVER, 6 MILES
 LA2238'SOUTH-SOUTHWEST OF DISKO AND 3 MILES WEST OF ROANN, ON PROPERTY OWNED
 LA2238'BY THOMAS BOSWELL.
 LA2238'
 LA2238'IT IS 51 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 16, 32 FEET
 LA2238'SOUTHWEST OF A FENCE CORNER, 30 FEET SOUTH OF A WHITE WITNESS POST AND
 LA2238'30 FEET SOUTHEAST OF AN 18-INCH COTTONWOOD TREE.  THE MARK IS 1 FOOT
 LA2238'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ROANN 1947.
 LA2238'
 LA2238'REFERENCE MARK NO. 1 IS 105.91 FEET SOUTHEAST OF THE STATION.  IT IS 8
 LA2238'FEET WEST OF THE SOUTHWEST CORNER OF A GARAGE AND 2 FEET NORTH OF A
 LA2238'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROANN
 LA2238'NO 1 1947.
 LA2238'
 LA2238'REFERENCE MARK NO. 2 IS 111.77 FEET WEST OF THE STATION.  IT IS 21
 LA2238'FEET SOUTH OF THE CENTER OF HIGHWAY 16 AND 1 FOOT SOUTH OF A
 LA2238'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ROANN
 LA2238'NO 2 1947.
 LA2238'
 LA2238'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, ON PROPERTY
 LA2238'OWNED BY THOMAS BOSWELL.  IT IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 LA2238'CORNER OF THE FARMHOUSE AND 4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LA2238'OF THE GARAGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ROANN 1947.
 LA2238'
 LA2238'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 16 FOR
 LA2238'0.1 MILE.  TURN LEFT, NORTH, AND GO 0.15 MILE TO THE MARK AS
 LA2238'DESCRIBED.
 LA2238'
 LA2238'TO REACH THE STATION FROM THE RAILROAD CROSSING ON HIGHWAY 16 IN
 LA2238'ROANN, GO WEST ON HIGHWAY 16 FOR 3.0 MILES TO THE STATION ON THE LEFT
 LA2238'AS DESCRIBED.
 LA2238'
 LA2238'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2051 ***********************************************************************
 LA2051  DESIGNATION -  ROANOKE
 LA2051  PID         -  LA2051
 LA2051  STATE/COUNTY-  IN/HUNTINGTON
 LA2051  COUNTRY     -  US
 LA2051  USGS QUAD   -  HUNTINGTON (2019)
 LA2051
 LA2051                         *CURRENT SURVEY CONTROL
 LA2051  ______________________________________________________________________
 LA2051* NAD 83(1997) POSITION- 40 57 33.41231(N) 085 22 45.57643(W)   ADJUSTED
 LA2051* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 LA2051  ______________________________________________________________________
 LA2051  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LA2051  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 LA2051  HORZ ORDER      -  SECOND
 LA2051
 LA2051.The horizontal coordinates were established by classical geodetic methods
 LA2051.and adjusted by the National Geodetic Survey in May 1999.
 LA2051
 LA2051.The orthometric height was scaled from a topographic map.
 LA2051
 LA2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2051.GEOID18 height accuracy estimate available here.
 LA2051
 LA2051.Click photographs - Photos may exist for this station.
 LA2051
 LA2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2051
 LA2051. The following values were computed from the NAD 83(1997) position.
 LA2051
 LA2051;                    North         East     Units Scale Factor Converg.
 LA2051;SPC IN E     -   634,076.142   124,189.474   MT  0.99997387   +0 11 18.1
 LA2051;SPC IN E     - 2,080,298.14    407,444.97   sFT  0.99997387   +0 11 18.1
 LA2051;UTM  16      - 4,535,501.546   636,387.541   MT  0.99982895   +1 03 45.2
 LA2051
 LA2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2051!SPC IN E     -   0.99996671  x   0.99997387  =   0.99994058
 LA2051!UTM  16      -   0.99996671  x   0.99982895  =   0.99979566
 LA2051
 LA2051:                Primary Azimuth Mark                     Grid Az
 LA2051:SPC IN E     -  ROANOKE AZ MK                            279 51 31.4
 LA2051:UTM  16      -  ROANOKE AZ MK                            278 59 04.3
 LA2051
 LA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3638735501(NAD 83)
 LA2051
 LA2051|---------------------------------------------------------------------|
 LA2051| PID    Reference Object                     Distance      Geod. Az  |
 LA2051|                                                           dddmmss.s |
 LA2051| CD1144 ROANOKE RM 1                         44.162 METERS 01503     |
 LA2051| CD1145 ROANOKE RM 2                         33.284 METERS 22740     |
 LA2051| CD1143 ROANOKE AZ MK                                      2800249.5 |
 LA2051|---------------------------------------------------------------------|
 LA2051
 LA2051                          SUPERSEDED SURVEY CONTROL
 LA2051
 LA2051  NAD 83(1995)-  40 57 33.41343(N)    085 22 45.58393(W) AD(       ) 2
 LA2051  NAD 83(1986)-  40 57 33.41493(N)    085 22 45.58945(W) AD(       ) 2
 LA2051  NAD 27      -  40 57 33.24370(N)    085 22 45.68280(W) AD(       ) 2
 LA2051
 LA2051.Superseded values are not recommended for survey control.
 LA2051
 LA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2051.See file dsdata.pdf to determine how the superseded data were derived.
 LA2051
 LA2051_MARKER: DS = TRIANGULATION STATION DISK
 LA2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2051_STAMPING: ROANOKE 1946
 LA2051_MARK LOGO: CGS
 LA2051_PROJECTION: FLUSH
 LA2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2051+STABILITY: SURFACE MOTION
 LA2051
 LA2051  HISTORY     - Date     Condition        Report By
 LA2051  HISTORY     - 1946     MONUMENTED       CGS
 LA2051  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA2051
 LA2051                          STATION DESCRIPTION
 LA2051
 LA2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA2051'STATION IS LOCATED IN THE WEST SECTION OF ROANOKE.  IT IS 42 FEET
 LA2051'NORTHWEST OF THE
 LA2051'NORTHWEST CORNER OF THE PUBLIC HIGH SCHOOL, 42 FEET WEST OF THE
 LA2051'SOUTHWEST CORNER OF THE SCHOOL SHOP AND
 LA2051'30 WEST OF THE CENTERLINE OF SCHOOL DRIVEWAY.  THE MARK IS FLUSH AND
 LA2051'THE DISK IS STAMPED ROANOKE 1946.
 LA2051'
 LA2051'REFERENCE MARK NO. 1 IS 144.89 FEET NORTHEAST OF THE STATION.  IT IS
 LA2051'IN THE SOUTHWEST CORNER OF THE
 LA2051'WEST WING OF THE SCHOOL HOUSE.  THE MARK IS FLUSH AND THE DISK IS
 LA2051'STAMPED ROANOKE NO 1 1946.
 LA2051'
 LA2051'REFERENCE MARK NO. 2 IS 109.20 FEET WEST OF STATION.  IT IS 1 FOOT
 LA2051'NORTH OF A FENCELINE.  THE MARK IS
 LA2051'FLUSH AND THE DISK IS STAMPED ROANOKE NO 2 1946.
 LA2051'
 LA2051'AZIMUTH MARK IS APPROXIMATE 0.5 MILE.  IT IS 15 FEET NORTH OF THE
 LA2051'APPROXIMATE CENTER LINE OF THE
 LA2051'MACADAM ROAD, 4 FEET WEST OF A WHITE WITNESS POST, 2 FEET EAST OF A
 LA2051'TELEPHONE POLE AND 1 FOOT SOUTH OF A
 LA2051'FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LA2051'STAMPED ROANOKE 1946.
 LA2051'
 LA2051'TO REACH STATION FROM THE SOUTHERN STOP LIGHT IN ROANOKE GO WEST ON
 LA2051'THE MACADAM ROAD FOR 0.3 MILE TO
 LA2051'SCHOOL ON THE LEFT TAKE THE WEST SIDE DRIVE WAY AND GO 0.1 MILE TO
 LA2051'STATION ON THE RIGHT.
 LA2051'
 LA2051'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON SCHOOL DRIVEWAY FOR
 LA2051'0.1 MILE TO THE MACADAM ROAD
 LA2051'TURN LEFT AND GO 0.5 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2051'
 LA2051'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LA2051
 LA2051                          STATION RECOVERY (1960)
 LA2051
 LA2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA2051'STATION MARK BELIEVED TO BE DESTROYED DUE TO THE CONSTRUCTION OF
 LA2051'A NEW WING ON BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2226 ***********************************************************************
 LB2226  DESIGNATION -  ROB
 LB2226  PID         -  LB2226
 LB2226  STATE/COUNTY-  IN/FOUNTAIN
 LB2226  COUNTRY     -  US
 LB2226  USGS QUAD   -  MELLOTT (2019)
 LB2226
 LB2226                         *CURRENT SURVEY CONTROL
 LB2226  ______________________________________________________________________
 LB2226* NAD 83(1997) POSITION- 40 14 14.77908(N) 087 14 36.70745(W)   ADJUSTED
 LB2226* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 LB2226  ______________________________________________________________________
 LB2226  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 LB2226  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LB2226  HORZ ORDER      -  THIRD
 LB2226
 LB2226.The horizontal coordinates were established by classical geodetic methods
 LB2226.and adjusted by the National Geodetic Survey in May 1999.
 LB2226
 LB2226.The orthometric height was scaled from a topographic map.
 LB2226
 LB2226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2226.GEOID18 height accuracy estimate available here.
 LB2226
 LB2226.Click photographs - Photos may exist for this station.
 LB2226
 LB2226.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2226
 LB2226. The following values were computed from the NAD 83(1997) position.
 LB2226
 LB2226;                    North         East     Units Scale Factor Converg.
 LB2226;SPC IN W     -   553,893.521   886,368.152   MT  0.99996895   -0 06 12.5
 LB2226;SPC IN W     - 1,817,232.33  2,908,026.18   sFT  0.99996895   -0 06 12.5
 LB2226;UTM  16      - 4,454,139.564   479,284.534   MT  0.99960528   -0 09 26.3
 LB2226
 LB2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2226!SPC IN W     -   0.99997479  x   0.99996895  =   0.99994374
 LB2226!UTM  16      -   0.99997479  x   0.99960528  =   0.99958008
 LB2226
 LB2226:                Primary Azimuth Mark                     Grid Az
 LB2226:SPC IN W     -  ROB AZ MK                                095 32 31.5
 LB2226:UTM  16      -  ROB AZ MK                                095 35 45.3
 LB2226
 LB2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7928454139(NAD 83)
 LB2226
 LB2226|---------------------------------------------------------------------|
 LB2226| PID    Reference Object                     Distance      Geod. Az  |
 LB2226|                                                           dddmmss.s |
 LB2226| LB2212 ATTICA RAD STA KSD 207 MAST         APPROX. 5.4 KM 0062517.4 |
 LB2226| CM4478 ROB RM 2                             28.163 METERS 09454     |
 LB2226| CM4476 ROB AZ MK                                          0952619.0 |
 LB2226| CM4477 ROB RM 1                             23.287 METERS 35834     |
 LB2226|---------------------------------------------------------------------|
 LB2226
 LB2226                          SUPERSEDED SURVEY CONTROL
 LB2226
 LB2226  NAD 83(1986)-  40 14 14.78755(N)    087 14 36.71854(W) AD(       ) 3
 LB2226  NAD 27      -  40 14 14.65050(N)    087 14 36.68540(W) AD(       ) 3
 LB2226
 LB2226.Superseded values are not recommended for survey control.
 LB2226
 LB2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2226.See file dsdata.pdf to determine how the superseded data were derived.
 LB2226
 LB2226_MARKER: DS = TRIANGULATION STATION DISK
 LB2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2226_STAMPING: ROB 1955
 LB2226_MARK LOGO: CGS
 LB2226_PROJECTION: FLUSH
 LB2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2226+STABILITY: SURFACE MOTION
 LB2226
 LB2226  HISTORY     - Date     Condition        Report By
 LB2226  HISTORY     - 1955     MONUMENTED       CGS
 LB2226
 LB2226                          STATION DESCRIPTION
 LB2226
 LB2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2226'STATION IS LOCATED IN THE VILLAGE OF ROB ROY, IN A GRASS PLOT
 LB2226'ADJOINING A GASOLINE STATION AND IS ON HIGHWAY RIGHT-OF-WAY.  IT IS
 LB2226'383 FEET NORTHWEST OF THE INTERSECTION OF U. S. HIGHWAY 41 AND
 LB2226'STATE HIGHWAY 55, EAST, 47 FEET WEST OF THE CENTER OF HIGHWAY 41
 LB2226'AND 18 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 LB2226'THE DISK IS STAMPED ROB 1955.
 LB2226'
 LB2226'REFERENCE MARK NO. 1 IS 58 FEET NORTH OF A TELEPHONE POLE AND 48 FEET
 LB2226'WEST OF THE CENTER OF HIGHWAY 41.  THE MARK IS FLUSH AND THE DISK IS
 LB2226'STAMPED ROB NO 1 1955.
 LB2226'
 LB2226'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF HIGHWAY 41,
 LB2226'6 FEET NORTHWEST OF A POWER LINE POLE AND 5 FEET NORTHWEST OF A
 LB2226'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ROB
 LB2226'NO 2 1955.
 LB2226'
 LB2226'AZIMUTH MARK IS 112 FEET NORTH OF THE CENTER OF STATE HIGHWAY 55, 15
 LB2226'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A WHITE
 LB2226'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LB2226'STAMPED ROB 1955.
 LB2226'
 LB2226'BENCH MARK W 97 MAY BE USED AS AN AZIMUTH MARK.  IT IS 33 FEET
 LB2226'SOUTHWEST OF THE INTERSECTION OF U. S. HIGHWAY 41 AND STATE HIGHWAY
 LB2226'55, 19 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 5 FEET WEST OF A
 LB2226'TELEPHONE POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 LB2226'IS A 10 X 10 INCH CONCRETE MONUMENT, PROJECTING ABOUT 4 INCHES WITH
 LB2226'A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP AND STAMPED
 LB2226'W 97 1946.
 LB2226'
 LB2226'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U. S. HIGHWAY 41
 LB2226'AND STATE HIGHWAY 55, GO EAST ON HIGHWAY 55 FOR 0.5 MILE TO A SIDE
 LB2226'ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 112 FEET TO
 LB2226'THE MARK ON THE LEFT, WEST SIDE OF ROAD AS DESCRIBED.
 LB2226'
 LB2226'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1680 ***********************************************************************
 MD1680  DESIGNATION -  ROBISON
 MD1680  PID         -  MD1680
 MD1680  STATE/COUNTY-  IN/ELKHART
 MD1680  COUNTRY     -  US
 MD1680  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1680
 MD1680                         *CURRENT SURVEY CONTROL
 MD1680  ______________________________________________________________________
 MD1680* NAD 83(1997) POSITION- 41 26 08.37888(N) 085 55 10.06007(W)   ADJUSTED
 MD1680* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 MD1680  ______________________________________________________________________
 MD1680  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 MD1680  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 MD1680  HORZ ORDER      -  SECOND
 MD1680
 MD1680.The horizontal coordinates were established by classical geodetic methods
 MD1680.and adjusted by the National Geodetic Survey in May 1999.
 MD1680
 MD1680.The orthometric height was scaled from a topographic map.
 MD1680
 MD1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1680.GEOID18 height accuracy estimate available here.
 MD1680
 MD1680.Click photographs - Photos may exist for this station.
 MD1680
 MD1680.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1680
 MD1680. The following values were computed from the NAD 83(1997) position.
 MD1680
 MD1680;                    North         East     Units Scale Factor Converg.
 MD1680;SPC IN E     -   686,971.098    78,872.449   MT  0.99997216   -0 10 02.3
 MD1680;SPC IN E     - 2,253,837.68    258,767.36   sFT  0.99997216   -0 10 02.3
 MD1680;UTM  16      - 4,587,684.749   590,274.645   MT  0.99970029   +0 42 54.5
 MD1680
 MD1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1680!SPC IN E     -   0.99996404  x   0.99997216  =   0.99993620
 MD1680!UTM  16      -   0.99996404  x   0.99970029  =   0.99966434
 MD1680
 MD1680:                Primary Azimuth Mark                     Grid Az
 MD1680:SPC IN E     -  NETERER                                  358 53 50.9
 MD1680:UTM  16      -  NETERER                                  358 00 54.1
 MD1680
 MD1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9027487684(NAD 83)
 MD1680
 MD1680|---------------------------------------------------------------------|
 MD1680| PID    Reference Object                     Distance      Geod. Az  |
 MD1680|                                                           dddmmss.s |
 MD1680| CD1147 ROBISON RM 1                         30.389 METERS 06440     |
 MD1680| MD1667 MILFORD MUNICIPAL STANDPIPE         APPROX. 6.7 KM 1132159.9 |
 MD1680| CD1148 ROBISON RM 2                         48.826 METERS 27246     |
 MD1680| MD1682 NAPPANEE EAST WATER TANK            APPROX. 6.6 KM 2751743.0 |
 MD1680| CD1146 ROBISON AZ MK                                      3285905.8 |
 MD1680| MD1722 NETERER                             APPROX.11.6 KM 3584348.6 |
 MD1680|---------------------------------------------------------------------|
 MD1680
 MD1680                          SUPERSEDED SURVEY CONTROL
 MD1680
 MD1680  NAD 83(1986)-  41 26 08.38212(N)    085 55 10.06843(W) AD(       ) 2
 MD1680  NAD 27      -  41 26 08.20850(N)    085 55 10.07930(W) AD(       ) 2
 MD1680
 MD1680.Superseded values are not recommended for survey control.
 MD1680
 MD1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1680.See file dsdata.pdf to determine how the superseded data were derived.
 MD1680
 MD1680_MARKER: DS = TRIANGULATION STATION DISK
 MD1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1680_STAMPING: ROBISON 1947
 MD1680_MARK LOGO: CGS
 MD1680_PROJECTION: FLUSH
 MD1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1680+STABILITY: SURFACE MOTION
 MD1680
 MD1680  HISTORY     - Date     Condition        Report By
 MD1680  HISTORY     - 1947     MONUMENTED       CGS
 MD1680  HISTORY     - 1952     GOOD             CGS
 MD1680  HISTORY     - 1975     GOOD             LOCENG
 MD1680  HISTORY     - 1980     GOOD             IN-039
 MD1680
 MD1680                          STATION DESCRIPTION
 MD1680
 MD1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1680'STATION IS LOCATED ABOUT 4 MILES EAST OF NAPPANEE AND 11 MILES
 MD1680'SOUTHWEST OF GOSHEN ON PROPERTY OWNED BY MR. OLIVER D. ROBISON.  IT IS
 MD1680'70 FEET WEST OF THE NORTHWEST CORNER OF MR. ROBISONS HOUSE, 27 FEET
 MD1680'EAST OF A 30 INCH MAPLE TREE, 23 FEET SOUTH OF CENTER OF A GRAVEL ROAD
 MD1680'AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1680'DISK IS STAMPED ROBISON 1947.
 MD1680'
 MD1680'REFERENCE MARK NO. 1 IS 99.70 FEET NORTHEAST OF THE STATION.  IT IS 22
 MD1680'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 7 FEET SOUTHWEST OF A 12
 MD1680'INCH LOCUST TREE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE
 MD1680'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ROBISON NO 1 1947.
 MD1680'
 MD1680'REFERENCE MARK NO. 2 IS 160.19 FEET WEST OF THE STATION.  IT IS 23
 MD1680'FEET EAST OF A 40 INCH MAPLE TREE AND 19 FEET SOUTH OF CENTER OF THE
 MD1680'GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MD1680'ROBISON NO 2 1947.
 MD1680'
 MD1680'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION.  IT IS 20
 MD1680'FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 7 FEET SOUTH OF A
 MD1680'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MD1680'STAMPED ROBISON 1947.
 MD1680'
 MD1680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1680'HIGHWAY 15, ABOUT 8 MILES EAST OF NAPPANEE, GO WEST ON U.S. HIGHWAY 6
 MD1680'FOR 4.2 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH OF PAVED ROAD FOR
 MD1680'0.15 MILE TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH FOR 0.4 MILE TO T
 MD1680'ROAD INTERSECTION IN GRAVELTON, TURN LEFT AND GO EAST ON GRAVEL ROAD
 MD1680'FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 MD1680'
 MD1680'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1680
 MD1680                          STATION RECOVERY (1952)
 MD1680
 MD1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1680'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MD1680'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 MD1680'THE AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 MD1680'
 MD1680'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1680
 MD1680                          STATION RECOVERY (1975)
 MD1680
 MD1680'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ELD)
 MD1680'ROBISON 1947 RECOVERED EXCELLENT.
 MD1680'
 MD1680'IT IS 70 FEET NW OF THE NW CORNER OF THE ORIGINAL HOUSE, 26 FT EAST OF
 MD1680'A 34 IN MAPLE TREE, 23 FT SOUTH OF CENTER OF PAVED ROAD AND 4 FT WEST
 MD1680'OF THE CONCRETE BASE REMAINS OF A WITNESS POST.
 MD1680'
 MD1680'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF NAPPANEE.
 MD1680
 MD1680                          STATION RECOVERY (1980)
 MD1680
 MD1680'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1680'ROBISON 1947 RECOVERED GOOD.  IT IS 45.5 FEET NORTHWEST OF NORTHWEST
 MD1680'CORNER OF 1-STORY FRAME HOUSE AND 8.7 FEET SOUTHWEST OF TELEPHONE DROP
 MD1680'BOX.  ROBISON NO. 1 1947 NOT FOUND.  PRESUMED DESTROYED.  ROBISON NO.
 MD1680'2 1947 RECOVERED GOOD.  FOUND AS DESCRIBED.  AZIMUTH MARK SEARCHED FOR
 MD1680'BUT NOT FOUND.  PRESUMED DESTROYED.  DISTANCE AND DIRECTION FROM
 MD1680'NEAREST TOWN--4 MILES EAST OF NAPPANEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2288 ***********************************************************************
 ME2288  DESIGNATION -  ROCHESTER
 ME2288  PID         -  ME2288
 ME2288  STATE/COUNTY-  IN/FULTON
 ME2288  COUNTRY     -  US
 ME2288  USGS QUAD   -  ROCHESTER (2019)
 ME2288
 ME2288                         *CURRENT SURVEY CONTROL
 ME2288  ______________________________________________________________________
 ME2288* NAD 83(1997) POSITION- 41 03 54.66060(N) 086 12 56.34636(W)   ADJUSTED
 ME2288* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 ME2288  ______________________________________________________________________
 ME2288  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME2288  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 ME2288  HORZ ORDER      -  FIRST
 ME2288
 ME2288.The horizontal coordinates were established by classical geodetic methods
 ME2288.and adjusted by the National Geodetic Survey in May 1999.
 ME2288
 ME2288.The orthometric height was scaled from a topographic map.
 ME2288
 ME2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2288.GEOID18 height accuracy estimate available here.
 ME2288
 ME2288.Click photographs - Photos may exist for this station.
 ME2288
 ME2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2288
 ME2288. The following values were computed from the NAD 83(1997) position.
 ME2288
 ME2288;                    North         East     Units Scale Factor Converg.
 ME2288;SPC IN E     -   645,942.097    53,858.011   MT  0.99999286   -0 21 38.3
 ME2288;SPC IN E     - 2,119,228.36    176,699.16   sFT  0.99999286   -0 21 38.3
 ME2288;UTM  16      - 4,546,289.414   565,900.144   MT  0.99965345   +0 30 55.0
 ME2288
 ME2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2288!SPC IN E     -   0.99996797  x   0.99999286  =   0.99996083
 ME2288!UTM  16      -   0.99996797  x   0.99965345  =   0.99962143
 ME2288
 ME2288:                Primary Azimuth Mark                     Grid Az
 ME2288:SPC IN E     -  ROCHESTER AZ MK                          356 11 03.7
 ME2288:UTM  16      -  ROCHESTER AZ MK                          355 18 30.4
 ME2288
 ME2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6590046289(NAD 83)
 ME2288
 ME2288|---------------------------------------------------------------------|
 ME2288| PID    Reference Object                     Distance      Geod. Az  |
 ME2288|                                                           dddmmss.s |
 ME2288| ME2290 ROCHESTER MUNICIPAL TANK            184.134 METERS 01941     |
 ME2288| CM4480 ROCHESTER RM 1                       34.037 METERS 03252     |
 ME2288| ME2289 ROCHESTER CO CTHSE CLOCKTOWER        56.019 METERS 05249     |
 ME2288| CM4482 ROCHESTER RM 3                       19.202 METERS 06747     |
 ME2288| CM4481 ROCHESTER RM 2                       30.870 METERS 11942     |
 ME2288| CM4483 ROCHESTER RM 4                       18.840 METERS 16258     |
 ME2288| ME0387 140                                  61.380 METERS 35010     |
 ME2288| CM4479 ROCHESTER AZ MK                                    3554925.4 |
 ME2288|---------------------------------------------------------------------|
 ME2288
 ME2288                          SUPERSEDED SURVEY CONTROL
 ME2288
 ME2288  NAD 83(1986)-  41 03 54.66635(N)    086 12 56.35573(W) AD(       ) 1
 ME2288  NAD 27      -  41 03 54.51610(N)    086 12 56.35630(W) AD(       ) 1
 ME2288
 ME2288.Superseded values are not recommended for survey control.
 ME2288
 ME2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2288.See file dsdata.pdf to determine how the superseded data were derived.
 ME2288
 ME2288_MARKER: DS = TRIANGULATION STATION DISK
 ME2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2288_STAMPING: ROCHESTER 1947
 ME2288_MARK LOGO: CGS
 ME2288_PROJECTION: FLUSH
 ME2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2288+STABILITY: SURFACE MOTION
 ME2288
 ME2288  HISTORY     - Date     Condition        Report By
 ME2288  HISTORY     - 1947     MONUMENTED       CGS
 ME2288  HISTORY     - 1975     GOOD             NGS
 ME2288  HISTORY     - 1990     GOOD             USPSQD
 ME2288  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME2288
 ME2288                          STATION DESCRIPTION
 ME2288
 ME2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2288'THE STATION IS LOCATED IN THE CITY OF ROCHESTER, IN THE SOUTHWEST
 ME2288'CORNER OF THE COURTHOUSE LAWN.  IT IS 128 FEET NORTHEAST OF THE
 ME2288'INTERSECTION OF NINTH AND MAIN STREETS, 94 FEET EAST OF THE CENTER OF
 ME2288'MAIN STREET, 84 FEET NORTH OF THE CENTER OF NINTH STREET, 30.7 FEET
 ME2288'NORTH OF THE SOUTH RETAINING WALL AND 30 FEET EAST OF THE WEST
 ME2288'RETAINING WALL.  THE MARK IS FLUSH AND THE DISK IS STAMPED ROCHESTER
 ME2288'1947.
 ME2288'
 ME2288'REFERENCE MARK NO. 1 IS 111.67 FEET NORTHEAST OF THE STATION, AT THE
 ME2288'SOUTHWEST EDGE OF THE CONCRETE WALK LEADING TO THE WEST ENTRANCE OF
 ME2288'THE COURTHOUSE.  IT IS A STANDARD UNITED STATES COAST AND GEODETIC
 ME2288'SURVEY REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 ME2288'WALK.  THE DISK IS STAMPED ROCHESTER NO 1 1947.
 ME2288'
 ME2288'REFERENCE MARK NO. 2 IS 101.28 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2288'41 FEET NORTH OF THE CENTER OF NINTH STREET AND 11 FEET SOUTH OF THE
 ME2288'SOUTH RETAINING WALL.  IT IS A STANDARD UNITED STATES COAST AND
 ME2288'GEODETIC SURVEY REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 ME2288'CONCRETE WALK.  THE DISK IS STAMPED ROCHESTER NO 2 1947.
 ME2288'
 ME2288'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 37 FEET WEST
 ME2288'OF THE CENTER OF MAIN STREET, 34 FEET NORTH OF THE CENTER OF SIXTH
 ME2288'STREET, 13 FEET EAST OF THE SOUTHEAST CORNER OF A RED BRICK BUILDING
 ME2288'AND 3 FEET NORTHWEST OF A LAMP POST.  IT IS A STANDARD UNITED STATES
 ME2288'COAST AND GEODETIC SURVEY AZIMUTH MARK DISK SET FLUSH IN A DRILL HOLE
 ME2288'IN THE WEST CONCRETE WALK OF MAIN STREET.  THE DISK IS STAMPED
 ME2288'ROCHESTER 1947.
 ME2288'
 ME2288'USC AND GS BM 140 IS 201.38 FEET NORTH OF THE STATION.  IT IS 42 FEET
 ME2288'EAST OF THE CENTER OF MAIN STREET, 34.5 FEET NORTHEAST OF A LAMP POST,
 ME2288'20 FEET WEST OF THE WEST RETAINING WALL, 10.5 FEET EAST OF THE WEST
 ME2288'CURB AND 3.7 FEET WEST OF THE WEST EDGE OF THE CONCRETE WALK.  IT IS A
 ME2288'STANDARD UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 ME2288'FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH IS FLUSH WITH THE
 ME2288'GROUND.  THE DISK IS STAMPED 140.
 ME2288'
 ME2288'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2288
 ME2288                          STATION RECOVERY (1975)
 ME2288
 ME2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2288'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 ME2288'PARKED AUTOMOBILES OBSTRUCTED THE AZIMUTH MARK.  REFERENCE MARKS 1 AND
 ME2288'2 WERE PAVED OVER WHEN NEW SIDEWALKS WERE LAYED AND WERE NOT
 ME2288'RECOVERED.  BENCH MARK 140 WAS FOUND INSIDE OF THE COURTHOUSE
 ME2288'DESTROYED.  THE DISK WAS SALVAGED.  REFERENCE MARKS 3 AND 4 WERE SET.
 ME2288'THE ROCHESTER MUNI. WATER TANK OBSERVED IN 1947, IS NOW THE MARK.  THE
 ME2288'ANGLE BETWEEN THE WATER TANK AND THE COURTHOUSE CLOCKTOWER CHECKED.
 ME2288'
 ME2288'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE COURTHOUSE LAWN
 ME2288'OF THE FULTON COUNTY COURTHOUSE.  IT IS 115 FEET SOUTH OF A FLAG POLE,
 ME2288'85 FEET NORTH OF THE CENTERLINE OF NINTH STREET, 31 FEET NORTH OF THE
 ME2288'SOUTH RETAINING WALL, 30 FEET EAST OF THE WEST RETAINING WALL, 21 FEET
 ME2288'NORTHEAST OF A 10-INCH TREE, 56 FEET SOUTHWEST OF A LONE SPRUCE TREE
 ME2288'AND 5 FEET SOUTH OF A FLOOD LAMP.  THE MONUMENT IS FLUSH AND THE DISK
 ME2288'STAMPED ROCHESTER 1947.
 ME2288'
 ME2288'REFERENCE MARK 3 IS 89 FEET SOUTH OF THE WEST ENTRANCE TO THE
 ME2288'COURTHOUSE SIDEWALK, 85 FEET WEST OF THE SOUTH ENTRANCE TO THE
 ME2288'COURTHOUSE SIDEWALK, 29 FEET SOUTHWEST OF THE LONE SPRUCE TREE AND
 ME2288'ABOUT 2 FEET HIGHER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL
 ME2288'HOLE IN A 2 FOOT BY 3 FOOT CONCRETE FOOTING AND THE SOUTHWEST EDGE OF
 ME2288'A ELEVATED LANDSCAPED AREA.  THE DISK IS STAMPED ROCHESTER 1947 NO 3
 ME2288'1975.
 ME2288'
 ME2288'REFERENCE MARK 4 IS 98 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 ME2288'TRAFFIC OF MAIN STREET, 27 FEET NORTH OF THE CENTERLINE OF THE NINTH
 ME2288'STREET, 26 FEET SOUTH OF THE SOUTH CONCRETE RETAINING WALK.  THE DISK
 ME2288'IS CEMENTED IN A DRILL HOLE IN THE NORTH CURBING OF NINTH STREET.  THE
 ME2288'DISK IS STAMPED ROCHESTER 1947 NO 4 1975.
 ME2288'
 ME2288'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTERLINE OF MAIN STREET, 35
 ME2288'FEET NORTH OF THE CENTERLINE OF SIXTH STREET, 12 FEET EAST OF THE
 ME2288'ENTRANCE TO A CAFE AND 2 FEET WEST OF A LIGHT POLE.  THE DISK IS
 ME2288'CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK OF MAIN STREET AND
 ME2288'STAMPED ROCHESTER 1947.
 ME2288'
 ME2288'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAIN STREET
 ME2288'FOR 0.2 MILE TO THE JUNCTION WITH SIXTH STREET AND THE MARK AS
 ME2288'DESCRIBED.
 ME2288'
 ME2288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCHESTER.
 ME2288
 ME2288                          STATION RECOVERY (1990)
 ME2288
 ME2288'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME2288'RECOVERED IN GOOD CONDITION.
 ME2288
 ME2288                          STATION RECOVERY (1990)
 ME2288
 ME2288'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2289 ***********************************************************************
 ME2289  DESIGNATION -  ROCHESTER CO CTHSE CLOCKTOWER
 ME2289  PID         -  ME2289
 ME2289  STATE/COUNTY-  IN/FULTON
 ME2289  COUNTRY     -  US
 ME2289  USGS QUAD   -  ROCHESTER (2019)
 ME2289
 ME2289                         *CURRENT SURVEY CONTROL
 ME2289  ______________________________________________________________________
 ME2289* NAD 83(1997) POSITION- 41 03 55.75793(N) 086 12 54.43463(W)   ADJUSTED
 ME2289  ______________________________________________________________________
 ME2289  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME2289  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 ME2289  HORZ ORDER      -  THIRD
 ME2289
 ME2289.The horizontal coordinates were established by classical geodetic methods
 ME2289.and adjusted by the National Geodetic Survey in May 1999.
 ME2289
 ME2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2289.GEOID18 height accuracy estimate available here.
 ME2289
 ME2289.Click photographs - Photos may exist for this station.
 ME2289
 ME2289.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2289
 ME2289. The following values were computed from the NAD 83(1997) position.
 ME2289
 ME2289;                    North         East     Units Scale Factor Converg.
 ME2289;SPC IN E     -   645,975.666    53,902.858   MT  0.99999281   -0 21 37.1
 ME2289;SPC IN E     - 2,119,338.50    176,846.29   sFT  0.99999281   -0 21 37.1
 ME2289;UTM  16      - 4,546,323.654   565,944.457   MT  0.99965352   +0 30 56.2
 ME2289
 ME2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6594446323(NAD 83)
 ME2289
 ME2289                          SUPERSEDED SURVEY CONTROL
 ME2289
 ME2289  NAD 83(1986)-  41 03 55.76375(N)    086 12 54.44411(W) AD(       ) 3
 ME2289  NAD 27      -  41 03 55.61300(N)    086 12 54.44500(W) AD(       ) 3
 ME2289
 ME2289.Superseded values are not recommended for survey control.
 ME2289
 ME2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2289.See file dsdata.pdf to determine how the superseded data were derived.
 ME2289
 ME2289_MARKER: 55 = TOWER
 ME2289
 ME2289  HISTORY     - Date     Condition        Report By
 ME2289  HISTORY     - 1947     FIRST OBSERVED   CGS
 ME2289  HISTORY     - 1990     GOOD             USPSQD
 ME2289
 ME2289                          STATION DESCRIPTION
 ME2289
 ME2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME2289'THIS IS AN INTERSECTION STATION.
 ME2289'
 ME2289'THE STATION IS LOCATED IN THE CITY OF ROCHESTER, IN THE CENTER OF THE
 ME2289'SQUARE.  THE BUILDING IS
 ME2289'CONSTRUCTED OF GRAY STONE ROOFED WITH RED TILE.  THE POINT OBSERVED
 ME2289'ON WAS THE CENTER OF THE BALL AT THE
 ME2289'APEX OF THE TOWER.
 ME2289
 ME2289                          STATION RECOVERY (1990)
 ME2289
 ME2289'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2290 ***********************************************************************
 ME2290  DESIGNATION -  ROCHESTER MUNICIPAL TANK
 ME2290  PID         -  ME2290
 ME2290  STATE/COUNTY-  IN/FULTON
 ME2290  COUNTRY     -  US
 ME2290  USGS QUAD   -  ROCHESTER (2019)
 ME2290
 ME2290                         *CURRENT SURVEY CONTROL
 ME2290  ______________________________________________________________________
 ME2290* NAD 83(1997) POSITION- 41 04 00.28056(N) 086 12 53.68914(W)   ADJUSTED
 ME2290  ______________________________________________________________________
 ME2290  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 ME2290  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 ME2290  HORZ ORDER      -  THIRD
 ME2290
 ME2290.The horizontal coordinates were established by classical geodetic methods
 ME2290.and adjusted by the National Geodetic Survey in May 1999.
 ME2290
 ME2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2290.GEOID18 height accuracy estimate available here.
 ME2290
 ME2290.Click photographs - Photos may exist for this station.
 ME2290
 ME2290.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2290
 ME2290. The following values were computed from the NAD 83(1997) position.
 ME2290
 ME2290;                    North         East     Units Scale Factor Converg.
 ME2290;SPC IN E     -   646,115.070    53,921.140   MT  0.99999279   -0 21 36.6
 ME2290;SPC IN E     - 2,119,795.86    176,906.27   sFT  0.99999279   -0 21 36.6
 ME2290;UTM  16      - 4,546,463.274   565,960.600   MT  0.99965355   +0 30 56.8
 ME2290
 ME2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6596046463(NAD 83)
 ME2290
 ME2290                          SUPERSEDED SURVEY CONTROL
 ME2290
 ME2290  NAD 83(1986)-  41 04 00.28637(N)    086 12 53.69828(W) AD(       ) 3
 ME2290  NAD 27      -  41 04 00.13900(N)    086 12 53.70000(W) AD(       ) 3
 ME2290
 ME2290.Superseded values are not recommended for survey control.
 ME2290
 ME2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2290.See file dsdata.pdf to determine how the superseded data were derived.
 ME2290
 ME2290_MARKER: 53 = ELEVATED TANK
 ME2290
 ME2290  HISTORY     - Date     Condition        Report By
 ME2290  HISTORY     - 1947     FIRST OBSERVED   CGS
 ME2290  HISTORY     - 1990     GOOD             USPSQD
 ME2290
 ME2290                          STATION DESCRIPTION
 ME2290
 ME2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2290'THIS IS AN INTERSECTION STATION.
 ME2290'
 ME2290'THE STATION IS LOCATED IN THE CITY OF ROCHESTER.  IT IS 200 FEET WEST
 ME2290'OF MADISON STREET,
 ME2290'300 FEET EAST OF MAIN STREET, 200 FEET SOUTH OF EAST SEVENTH STREET
 ME2290'AND 250 FEET NORTH OF EIGHTH STREET.
 ME2290'IT IS A 6 LEGGED STEEL STRUCTURE PAINTED SILVER, BEARING
 ME2290'THE LEGEND ON THE NORTH AND SOUTH SIDES ROCHESTER
 ME2290'ON LAKE MANITOU.  IT IS ABOUT 140 FEET
 ME2290'IN HEIGHT.  THE POINT OBSERVED ON WAS THE LIGHT ON TOP.
 ME2290
 ME2290                          STATION RECOVERY (1990)
 ME2290
 ME2290'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0740 ***********************************************************************
 HA0740  DESIGNATION -  ROCK
 HA0740  PID         -  HA0740
 HA0740  STATE/COUNTY-  IN/SPENCER
 HA0740  COUNTRY     -  US
 HA0740  USGS QUAD   -  ROCKPORT (2019)
 HA0740
 HA0740                         *CURRENT SURVEY CONTROL
 HA0740  ______________________________________________________________________
 HA0740* NAD 83(1997) POSITION- 37 54 05.15822(N) 087 06 36.14218(W)   ADJUSTED
 HA0740* NAVD 88 ORTHO HEIGHT -   125.073 (meters)      410.34  (feet) ADJUSTED
 HA0740  ______________________________________________________________________
 HA0740  GEOID HEIGHT    -        -31.123 (meters)                     GEOID18
 HA0740  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 HA0740  DYNAMIC HEIGHT  -        124.988 (meters)      410.06  (feet) COMP
 HA0740  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 HA0740
 HA0740  HORZ ORDER      -  THIRD
 HA0740  VERT ORDER      -  FIRST     CLASS II
 HA0740
 HA0740.The horizontal coordinates were established by classical geodetic methods
 HA0740.and adjusted by the National Geodetic Survey in May 1999.
 HA0740
 HA0740.The orthometric height was determined by differential leveling and
 HA0740.adjusted by the NATIONAL GEODETIC SURVEY
 HA0740.in June 1991.
 HA0740
 HA0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0740.GEOID18 height accuracy estimate available here.
 HA0740
 HA0740.Click photographs - Photos may exist for this station.
 HA0740
 HA0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0740
 HA0740.The dynamic height is computed by dividing the NAVD 88
 HA0740.geopotential number by the normal gravity value computed on the
 HA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0740.degrees latitude (g = 980.6199 gals.).
 HA0740
 HA0740.The modeled gravity was interpolated from observed gravity values.
 HA0740
 HA0740. The following values were computed from the NAD 83(1997) position.
 HA0740
 HA0740;                    North         East     Units Scale Factor Converg.
 HA0740;SPC IN W     -   294,554.212   897,651.274   MT  0.99996673   -0 00 59.1
 HA0740;SPC IN W     -   966,383.28  2,945,044.22   sFT  0.99996673   -0 00 59.1
 HA0740;UTM  16      - 4,194,884.587   490,325.908   MT  0.99960115   -0 04 03.4
 HA0740
 HA0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0740!SPC IN W     -   0.99998526  x   0.99996673  =   0.99995199
 HA0740!UTM  16      -   0.99998526  x   0.99960115  =   0.99958641
 HA0740
 HA0740:                Primary Azimuth Mark                     Grid Az
 HA0740:SPC IN W     -  ROCK AZ MK                               272 18 26.6
 HA0740:UTM  16      -  ROCK AZ MK                               272 21 30.9
 HA0740
 HA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9032594884(NAD 83)
 HA0740
 HA0740|---------------------------------------------------------------------|
 HA0740| PID    Reference Object                     Distance      Geod. Az  |
 HA0740|                                                           dddmmss.s |
 HA0740| CG9808 ROCK RM 1                            32.074 METERS 10306     |
 HA0740| HA0739 ROCK AZ MK                                         2721727.5 |
 HA0740| CG9809 ROCK RM 2                            33.342 METERS 31814     |
 HA0740|---------------------------------------------------------------------|
 HA0740
 HA0740                          SUPERSEDED SURVEY CONTROL
 HA0740
 HA0740  NAD 83(1993)-  37 54 05.15969(N)    087 06 36.14298(W) AD(       ) 3
 HA0740  NAD 83(1986)-  37 54 05.16688(N)    087 06 36.14598(W) AD(       ) 3
 HA0740  NAD 27      -  37 54 04.99100(N)    087 06 36.15200(W) AD(       ) 3
 HA0740  NGVD 29 (??/??/92)  125.169  (m)          410.66   (f) ADJ UNCH    1 2
 HA0740  NGVD 29             125.17   (m)          410.7    (f) LEVELING    3  
 HA0740
 HA0740.Superseded values are not recommended for survey control.
 HA0740
 HA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0740.See file dsdata.pdf to determine how the superseded data were derived.
 HA0740
 HA0740_MARKER: DS = TRIANGULATION STATION DISK
 HA0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0740_STAMPING: ROCK 1946
 HA0740_MARK LOGO: CGS
 HA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0740+STABILITY: SURFACE MOTION
 HA0740
 HA0740  HISTORY     - Date     Condition        Report By
 HA0740  HISTORY     - 1946     MONUMENTED       CGS
 HA0740  HISTORY     - 1965     GOOD             CGS
 HA0740  HISTORY     - 1965     GOOD             AIRSUR
 HA0740  HISTORY     - 1965     GOOD             CGS
 HA0740  HISTORY     - 20100724 GOOD             GEOCAC
 HA0740
 HA0740                          STATION DESCRIPTION
 HA0740
 HA0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0740'THIS STATION IS ABOUT 3 MILES NORTH FROM PATRONVILLE AND ABOUT 3-1/2
 HA0740'MILES WEST NORTHWEST FROM ROCKPORT.  THE MARK IS 148 FEET
 HA0740'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 66 AND 75, 55 FEET SOUTH
 HA0740'OF THE CENTERLINE OF STATE HIGHWAY 66, AND 7 FEET EAST OF A STANDARD
 HA0740'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 HA0740'STAMPED---ROCK 1946---.
 HA0740'
 HA0740'REFERENCE MARK NO. 1 IS 105.23 FEET EAST OF THE STATION, 39 FEET WEST
 HA0740'OF THE CENTERLINE OF STATE HIGHWAY 75, AND 83 FEET SOUTHWEST OF THE
 HA0740'JUNCTION OF STATE HIGHWAYS 66 AND 75.  THE MARK PROJECTS 6 INCHES AND
 HA0740'THE DISK IS STAMPED---ROCK NO 1 1946---.
 HA0740'
 HA0740'REFERENCE MARK NO. 2 IS 109.39 FEET NORTHWEST OF THE STATION, 28 FEET
 HA0740'NORTH OF THE CENTERLINE OF STATE HIGHWAY 66, AND 1 FOOT SOUTH OF A
 HA0740'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---ROCK
 HA0740'NO 2 1946---.
 HA0740'
 HA0740'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION, 30 FEET
 HA0740'NORTH OF THE CENTERLINE OF STATE HIGHWAY 66, AND 2 FEET SOUTHEAST OF
 HA0740'A STANDARD WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 HA0740'DISK IS STAMPED---ROCK 1946---.
 HA0740'
 HA0740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 66 IN ROCKPORT,
 HA0740'GO NORTHWEST ON STATE HIGHWAY 66 FOR 3.3 MILES TO THE JUNCTION
 HA0740'WITH STATE HIGHWAY 75 AND STATION AS DESCRIBED.
 HA0740'
 HA0740'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0740
 HA0740                          STATION RECOVERY (1965)
 HA0740
 HA0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0740'THE STATION MARK, STAMPED---ROCK 1946---IS ABOUT 0.45 MILES NORTH
 HA0740'ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT ROCKPORT, THENCE 3.55
 HA0740'MILES WEST ALONG STATE HIGHWAY 66 AND U.S. HIGHWAY 231, 141 1/2 FEET
 HA0740'WEST OF THE CENTER LINE OF U.S. HIGHWAY 231 AND STATE HIGHWAY 75
 HA0740'LEADING SOUTH, 54 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66,
 HA0740'34 FEET SOUTHEAST OF A POWER POLE, 249 FEET EAST-NORTHEAST OF THE
 HA0740'NORTHEAST CORNER OF TOPPERS RESTAURANT, 24 FEET NORTHEAST OF THE
 HA0740'NORTHEAST EDGE OF AN OLD STRIP OF PAVED HIGHWAY WHICH IS NOW
 HA0740'ABANDONED, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HA0740'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0740'
 HA0740'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0740'
 HA0740'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 HA0740'
 HA0740'THE AZIMUTH MARK, STAMPED---ROCK 1946---IS ABOUT 0.45 MILE NORTH
 HA0740'ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT ROCKPORT, THENCE 3.55
 HA0740'MILES WEST ALONG STATE HIGHWAY 66 AND U.S. HIGHWAY 231, THENCE 0.4
 HA0740'MILE WEST ALONG STATE HIGHWAY 66 TO THE CREST OF A HILL, OR ABOUT 6.0
 HA0740'MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT HATFIELD,
 HA0740'IN SECTION 18, T 7 S, R 7 W, 30 1/2 FEET NORTH OF THE CENTER LINE OF
 HA0740'THE HIGHWAY, 89 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A
 HA0740'TELEPHONE POLE BEARING JUNCTION BOX NUMBER 5, 50 FEET WEST OF A POWER
 HA0740'POLE BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST,
 HA0740'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 HA0740'CONCRETE POST PROJECTING 5 INCHES.
 HA0740
 HA0740                          STATION RECOVERY (1965)
 HA0740
 HA0740'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0740'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HA0740
 HA0740                          STATION RECOVERY (1965)
 HA0740
 HA0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0740'4 MI W FROM ROCKPORT.
 HA0740'ABOUT 0.45 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 HA0740'OFFICE AT ROCKPORT, THENCE 3.55 MILES WEST ALONG STATE HIGHWAY
 HA0740'66 AND U.S. HIGHWAY 231, 141 1/2 FEET WEST OF THE CENTER LINE OF
 HA0740'U.S. HIGHWAY 231 AND STATE HIGHWAY 75 LEADING SOUTH, 54 FEET
 HA0740'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66, 34 FEET SOUTHEAST
 HA0740'OF A POWER POLE, 249 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 HA0740'OF TOPPERS RESTAURANT, 24 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 HA0740'AN OLD STRIP OF PAVED HIGHWAY WHICH IS NOW ABANDONED, 1.5 FEET
 HA0740'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET
 HA0740'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA0740
 HA0740                          STATION RECOVERY (2010)
 HA0740
 HA0740'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0740'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2236 ***********************************************************************
 LB2236  DESIGNATION -  ROCK
 LB2236  PID         -  LB2236
 LB2236  STATE/COUNTY-  IN/WARREN
 LB2236  COUNTRY     -  US
 LB2236  USGS QUAD   -  WEST LEBANON (2019)
 LB2236
 LB2236                         *CURRENT SURVEY CONTROL
 LB2236  ______________________________________________________________________
 LB2236* NAD 83(1997) POSITION- 40 17 52.98442(N) 087 23 10.75660(W)   ADJUSTED
 LB2236* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2236  ______________________________________________________________________
 LB2236  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 LB2236  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB2236  HORZ ORDER      -  THIRD
 LB2236
 LB2236.The horizontal coordinates were established by classical geodetic methods
 LB2236.and adjusted by the National Geodetic Survey in May 1999.
 LB2236
 LB2236.The orthometric height was scaled from a topographic map.
 LB2236
 LB2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2236.GEOID18 height accuracy estimate available here.
 LB2236
 LB2236.Click photographs - Photos may exist for this station.
 LB2236
 LB2236.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2236
 LB2236. The following values were computed from the NAD 83(1997) position.
 LB2236
 LB2236;                    North         East     Units Scale Factor Converg.
 LB2236;SPC IN W     -   560,655.448   874,240.372   MT  0.99997483   -0 11 45.5
 LB2236;SPC IN W     - 1,839,417.08  2,868,236.95   sFT  0.99997483   -0 11 45.5
 LB2236;UTM  16      - 4,460,910.433   467,167.512   MT  0.99961327   -0 14 59.5
 LB2236
 LB2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2236!SPC IN W     -   0.99997100  x   0.99997483  =   0.99994584
 LB2236!UTM  16      -   0.99997100  x   0.99961327  =   0.99958429
 LB2236
 LB2236:                Primary Azimuth Mark                     Grid Az
 LB2236:SPC IN W     -  ROCK AZ MK                               355 19 27.3
 LB2236:UTM  16      -  ROCK AZ MK                               355 22 41.3
 LB2236
 LB2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6716760910(NAD 83)
 LB2236
 LB2236|---------------------------------------------------------------------|
 LB2236| PID    Reference Object                     Distance      Geod. Az  |
 LB2236|                                                           dddmmss.s |
 LB2236| CM4485 ROCK RM 1                            27.740 METERS 00230     |
 LB2236| CM4486 ROCK RM 2                            32.409 METERS 26729     |
 LB2236| CM4484 ROCK AZ MK                                         3550741.8 |
 LB2236|---------------------------------------------------------------------|
 LB2236
 LB2236                          SUPERSEDED SURVEY CONTROL
 LB2236
 LB2236  NAD 83(1986)-  40 17 52.99331(N)    087 23 10.76633(W) AD(       ) 3
 LB2236  NAD 27      -  40 17 52.86080(N)    087 23 10.72280(W) AD(       ) 3
 LB2236
 LB2236.Superseded values are not recommended for survey control.
 LB2236
 LB2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2236.See file dsdata.pdf to determine how the superseded data were derived.
 LB2236
 LB2236_MARKER: DS = TRIANGULATION STATION DISK
 LB2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2236_STAMPING: ROCK 1955
 LB2236_MARK LOGO: CGS
 LB2236_PROJECTION: FLUSH
 LB2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2236+STABILITY: SURFACE MOTION
 LB2236
 LB2236  HISTORY     - Date     Condition        Report By
 LB2236  HISTORY     - 1955     MONUMENTED       CGS
 LB2236  HISTORY     - 20051103 MARK NOT FOUND   INDOT
 LB2236
 LB2236                          STATION DESCRIPTION
 LB2236
 LB2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2236'STATION IS LOCATED ABOUT 4 MILES WEST OF WILLIAMSPORT AND 2 MILES
 LB2236'NORTH OF WEST LEBANON ON HIGHWAY RIGHT-OF-WAY.  IT IS 68 FEET
 LB2236'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 63 AND A GRAVEL SIDE
 LB2236'ROAD, EAST, 39 FEET NORTHEAST OF A TELEPHONE POLE, 37 FEET SOUTH
 LB2236'OF THE CENTER OF THE GRAVEL ROAD AND 8 FEET WEST OF A FENCE LINE
 LB2236'AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2236'STAMPED ROCK 1955.
 LB2236'
 LB2236'REFERENCE MARK NO. 1 IS 84 FEET NORTHEAST OF THE INTERSECTION OF
 LB2236'HIGHWAY 63 AND THE GRAVEL ROAD, 62 FEET EAST OF THE CENTER OF THE
 LB2236'HIGHWAY, 53 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 LB2236'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 LB2236'STAMPED ROCK NO 1 1955.
 LB2236'
 LB2236'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF A POWER LINE POLE, 50 FEET
 LB2236'WEST OF THE CENTER OF HIGHWAY 63 AND 2 FEET EAST OF A FENCE.  THE
 LB2236'MARK IS FLUSH AND THE DISK IS STAMPED ROCK NO 2 1955.
 LB2236'
 LB2236'AZIMUTH MARK IS 80 FEET NORTHWEST OF THE INTERSECTION OF STATE
 LB2236'HIGHWAY 63 AND A GRAVEL ROAD, WEST, 64 FEET WEST OF THE CENTER OF
 LB2236'THE HIGHWAY, 47 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 24 FEET
 LB2236'SOUTHWEST OF A POWER LINE POLE, 2 FEET NORTHEAST OF A WHITE
 LB2236'WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS FLUSH
 LB2236'AND THE DISK IS STAMPED ROCK 1955.
 LB2236'
 LB2236'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 63 AND
 LB2236'28, ABOUT 1/2 MILE NORTH OF WEST LEBANON, GO NORTH ON HIGHWAY 63 FOR
 LB2236'1.25 MILES TO A GRAVEL SIDE ROAD RIGHT AND THE STATION ON THE
 LB2236'RIGHT, EAST SIDE OF HIGHWAY AS DESCRIBED.
 LB2236'
 LB2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 63
 LB2236'FOR 0.25 MILE TO A GRAVEL SIDE ROAD LEFT AND THE MARK ON THE LEFT,
 LB2236'WEST SIDE OF HIGHWAY AS DESCRIBED.
 LB2236'
 LB2236'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2236
 LB2236                          STATION RECOVERY (2005)
 LB2236
 LB2236'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2410 ***********************************************************************
 LB2410  DESIGNATION -  ROCK
 LB2410  PID         -  LB2410
 LB2410  STATE/COUNTY-  IN/CARROLL
 LB2410  COUNTRY     -  US
 LB2410  USGS QUAD   -  CLYMERS (2019)
 LB2410
 LB2410                         *CURRENT SURVEY CONTROL
 LB2410  ______________________________________________________________________
 LB2410* NAD 83(1997) POSITION- 40 41 04.08650(N) 086 23 30.43007(W)   ADJUSTED
 LB2410* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 LB2410  ______________________________________________________________________
 LB2410  GEOID HEIGHT    -        -34.220 (meters)                     GEOID18
 LB2410  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2410  HORZ ORDER      -  SECOND
 LB2410
 LB2410.The horizontal coordinates were established by classical geodetic methods
 LB2410.and adjusted by the National Geodetic Survey in May 1999.
 LB2410
 LB2410.The orthometric height was scaled from a topographic map.
 LB2410
 LB2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2410.GEOID18 height accuracy estimate available here.
 LB2410
 LB2410.Click photographs - Photos may exist for this station.
 LB2410
 LB2410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2410
 LB2410. The following values were computed from the NAD 83(1997) position.
 LB2410
 LB2410;                    North         East     Units Scale Factor Converg.
 LB2410;SPC IN W     -   603,749.304   958,458.303   MT  1.00000871   +0 27 03.0
 LB2410;SPC IN W     - 1,980,800.84  3,144,541.95   sFT  1.00000871   +0 27 03.0
 LB2410;UTM  16      - 4,503,908.862   551,395.022   MT  0.99963251   +0 23 47.4
 LB2410
 LB2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2410!SPC IN W     -   0.99997119  x   1.00000871  =   0.99997990
 LB2410!UTM  16      -   0.99997119  x   0.99963251  =   0.99960371
 LB2410
 LB2410:                Primary Azimuth Mark                     Grid Az
 LB2410:SPC IN W     -  ROCK AZ MK                               000 50 46.3
 LB2410:UTM  16      -  ROCK AZ MK                               000 54 01.9
 LB2410
 LB2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5139503908(NAD 83)
 LB2410
 LB2410|---------------------------------------------------------------------|
 LB2410| PID    Reference Object                     Distance      Geod. Az  |
 LB2410|                                                           dddmmss.s |
 LB2410| CD1149 ROCK AZ MK                                         0011749.3 |
 LB2410| CD1150 ROCK RM 1                            26.139 METERS 01143     |
 LB2410| CD1151 ROCK RM 2                            34.954 METERS 10012     |
 LB2410| LB2412 LOGANSPORT ST MENTAL HOSP TANK      APPROX. 6.3 KM 3550453.4 |
 LB2410|---------------------------------------------------------------------|
 LB2410
 LB2410                          SUPERSEDED SURVEY CONTROL
 LB2410
 LB2410  NAD 83(1986)-  40 41 04.09040(N)    086 23 30.44067(W) AD(       ) 2
 LB2410  NAD 27      -  40 41 03.94930(N)    086 23 30.43710(W) AD(       ) 2
 LB2410
 LB2410.Superseded values are not recommended for survey control.
 LB2410
 LB2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2410.See file dsdata.pdf to determine how the superseded data were derived.
 LB2410
 LB2410_MARKER: DS = TRIANGULATION STATION DISK
 LB2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2410_STAMPING: ROCK 1948
 LB2410_MARK LOGO: CGS
 LB2410_PROJECTION: FLUSH
 LB2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2410+STABILITY: SURFACE MOTION
 LB2410
 LB2410  HISTORY     - Date     Condition        Report By
 LB2410  HISTORY     - 1948     MONUMENTED       CGS
 LB2410  HISTORY     - 1954     GOOD             CGS
 LB2410
 LB2410                          STATION DESCRIPTION
 LB2410
 LB2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2410'STATION IS LOCATED 5 MILES SOUTH OF LOGANSPORT ON THE WEST SIDE OF
 LB2410'STATE HIGHWAY NO. 29 AND ON PROPERTY OWNED BY MR. MILO SMITH.  IT IS
 LB2410'150 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 62 FEET
 LB2410'WEST OF THE CENTER OF HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 LB2410'STAMPED ROCK 1948.
 LB2410'
 LB2410'REFERENCE MARK NO. 1 IS 85.76 FEET NORTH OF THE STATION.  IT IS 46
 LB2410'FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT SOUTHEAST OF A WHITE
 LB2410'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LB2410'ROCK NO 1 1948.
 LB2410'
 LB2410'REFERENCE MARK NO. 2 IS 114.68 FEET EAST OF THE STATION.  IT IS 51
 LB2410'FEET EAST OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS 6 INCHES AND
 LB2410'THE DISK IS STAMPED ROCK NO 2 1948.
 LB2410'
 LB2410'AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION.  IT IS 54 FEET WEST
 LB2410'OF THE CENTER OF HIGHWAY, 41 FEET WEST OF A TELEPHONE POLE, 4 FEET
 LB2410'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE
 LB2410'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ROCK 1948.
 LB2410'
 LB2410'TO REACH THE STATION FROM THE INTERSECTION OF EAST MARKET STREET AND
 LB2410'THIRD STREET (U. S. HIGHWAY NO. 24 AND STATE HIGHWAY NO. 29) IN
 LB2410'LOGANSPORT GO SOUTH ON THIRD STREET (STATE HIGHWAY NO. 29) FOR 4.45
 LB2410'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.55 MILE TO
 LB2410'THE STATION ON THE RIGHT AS DESCRIBED.
 LB2410'
 LB2410'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2410
 LB2410                          STATION RECOVERY (1954)
 LB2410
 LB2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2410'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2410'CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 2 AND
 LB2410'THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1
 LB2410'CHECKED BUT THE DIRECTION DID NOT CHECK.  THE OLD DESCRIPTION IS
 LB2410'ADEQUATE.
 LB2410'
 LB2410'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0739 ***********************************************************************
 HA0739  DESIGNATION -  ROCK AZ MK
 HA0739  PID         -  HA0739
 HA0739  STATE/COUNTY-  IN/SPENCER
 HA0739  COUNTRY     -  US
 HA0739  USGS QUAD   -  ROCKPORT (2019)
 HA0739
 HA0739                         *CURRENT SURVEY CONTROL
 HA0739  ______________________________________________________________________
 HA0739* NAD 83(1986) POSITION- 37 54 05.     (N) 087 07 01.     (W)   SCALED
 HA0739* NAVD 88 ORTHO HEIGHT -   141.672 (meters)      464.80  (feet) ADJUSTED
 HA0739  ______________________________________________________________________
 HA0739  GEOID HEIGHT    -        -31.117 (meters)                     GEOID18
 HA0739  DYNAMIC HEIGHT  -        141.577 (meters)      464.49  (feet) COMP
 HA0739  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HA0739
 HA0739  VERT ORDER      -  FIRST     CLASS II
 HA0739
 HA0739.The horizontal coordinates were scaled from a map and have
 HA0739.an estimated accuracy of +/- 6 seconds.
 HA0739
 HA0739.The orthometric height was determined by differential leveling and
 HA0739.adjusted by the NATIONAL GEODETIC SURVEY
 HA0739.in June 1991.
 HA0739
 HA0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0739.GEOID18 height accuracy estimate available here.
 HA0739
 HA0739.Click photographs - Photos may exist for this station.
 HA0739
 HA0739.The dynamic height is computed by dividing the NAVD 88
 HA0739.geopotential number by the normal gravity value computed on the
 HA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0739.degrees latitude (g = 980.6199 gals.).
 HA0739
 HA0739.The modeled gravity was interpolated from observed gravity values.
 HA0739
 HA0739;                    North         East    Units  Estimated Accuracy
 HA0739;SPC IN W     -   294,550.      897,040.      MT  (+/- 180 meters Scaled)
 HA0739
 HA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG897948(NAD 83)
 HA0739
 HA0739                          SUPERSEDED SURVEY CONTROL
 HA0739
 HA0739  NGVD 29 (??/??/92)  141.767  (m)          465.11   (f) ADJ UNCH    1 2
 HA0739
 HA0739.Superseded values are not recommended for survey control.
 HA0739
 HA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0739.See file dsdata.pdf to determine how the superseded data were derived.
 HA0739
 HA0739_MARKER: DZ = AZIMUTH MARK DISK
 HA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0739_STAMPING: ROCK 1946
 HA0739_MARK LOGO: CGS
 HA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0739+STABILITY: SURFACE MOTION
 HA0739
 HA0739  HISTORY     - Date     Condition        Report By
 HA0739  HISTORY     - 1946     MONUMENTED       CGS
 HA0739  HISTORY     - 1965     GOOD             CGS
 HA0739
 HA0739                          STATION DESCRIPTION
 HA0739
 HA0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0739'4.4 MI W FROM ROCKPORT.
 HA0739'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0739'AT ROCKPORT, THENCE 3.55 MILES WEST ALONG STATE HIGHWAY 66 AND
 HA0739'U.S. HIGHWAY 231, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 66 TO
 HA0739'THE CREST OF A HILL, OR ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY
 HA0739'66 FROM THE POST OFFICE AT HATFIELD, IN SECTION 18, T 7 S, R 7 W,
 HA0739'30 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 HA0739'NORTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE BEARING
 HA0739'JUNCTION BOX NUMBER 5, 50 FEET WEST OF A POWER POLE BRACED BY A
 HA0739'GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE
 HA0739'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HA0739'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2631 ***********************************************************************
 LB2631  DESIGNATION -  ROCKFIELD
 LB2631  PID         -  LB2631
 LB2631  STATE/COUNTY-  IN/CARROLL
 LB2631  COUNTRY     -  US
 LB2631  USGS QUAD   -  BURROWS (2019)
 LB2631
 LB2631                         *CURRENT SURVEY CONTROL
 LB2631  ______________________________________________________________________
 LB2631* NAD 83(1997) POSITION- 40 39 26.51672(N) 086 32 37.98802(W)   ADJUSTED
 LB2631* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 LB2631  ______________________________________________________________________
 LB2631  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 LB2631  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 LB2631  HORZ ORDER      -  SECOND
 LB2631
 LB2631.The horizontal coordinates were established by classical geodetic methods
 LB2631.and adjusted by the National Geodetic Survey in May 1999.
 LB2631
 LB2631.The orthometric height was scaled from a topographic map.
 LB2631
 LB2631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2631.GEOID18 height accuracy estimate available here.
 LB2631
 LB2631.Click photographs - Photos may exist for this station.
 LB2631
 LB2631.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2631
 LB2631. The following values were computed from the NAD 83(1997) position.
 LB2631
 LB2631;                    North         East     Units Scale Factor Converg.
 LB2631;SPC IN W     -   600,649.650   945,619.340   MT  0.99999227   +0 21 05.3
 LB2631;SPC IN W     - 1,970,631.39  3,102,419.45   sFT  0.99999227   +0 21 05.3
 LB2631;UTM  16      - 4,500,822.539   538,557.943   MT  0.99961830   +0 17 49.8
 LB2631
 LB2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2631!SPC IN W     -   0.99997195  x   0.99999227  =   0.99996422
 LB2631!UTM  16      -   0.99997195  x   0.99961830  =   0.99959026
 LB2631
 LB2631:                Primary Azimuth Mark                     Grid Az
 LB2631:SPC IN W     -  ROCKFIELD AZ MK                          357 01 08.6
 LB2631:UTM  16      -  ROCKFIELD AZ MK                          357 04 24.1
 LB2631
 LB2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3855700822(NAD 83)
 LB2631
 LB2631|---------------------------------------------------------------------|
 LB2631| PID    Reference Object                     Distance      Geod. Az  |
 LB2631|                                                           dddmmss.s |
 LB2631| LB2632 CAMDEN MUNICIPAL TANK               APPROX. 5.4 KM 1750648.5 |
 LB2631| CD1153 ROCKFIELD RM 1                       29.316 METERS 22214     |
 LB2631| CD1154 ROCKFIELD RM 2                       27.053 METERS 30601     |
 LB2631| CD1152 ROCKFIELD AZ MK                                    3572213.9 |
 LB2631|---------------------------------------------------------------------|
 LB2631
 LB2631                          SUPERSEDED SURVEY CONTROL
 LB2631
 LB2631  NAD 83(1986)-  40 39 26.52156(N)    086 32 37.99876(W) AD(       ) 2
 LB2631  NAD 27      -  40 39 26.38260(N)    086 32 37.98460(W) AD(       ) 2
 LB2631
 LB2631.Superseded values are not recommended for survey control.
 LB2631
 LB2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2631.See file dsdata.pdf to determine how the superseded data were derived.
 LB2631
 LB2631_MARKER: DS = TRIANGULATION STATION DISK
 LB2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2631_STAMPING: ROCKFIELD 1948
 LB2631_MARK LOGO: CGS
 LB2631_PROJECTION: FLUSH
 LB2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2631+STABILITY: SURFACE MOTION
 LB2631
 LB2631  HISTORY     - Date     Condition        Report By
 LB2631  HISTORY     - 1948     MONUMENTED       CGS
 LB2631  HISTORY     - 1954     GOOD             CGS
 LB2631
 LB2631                          STATION DESCRIPTION
 LB2631
 LB2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2631'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF LOGANSPORT, 7 MILES
 LB2631'SOUTH OF LAKE CICOTT AND 2 MILES NORTHEAST OF ROCKFIELD WHERE STATE
 LB2631'HIGHWAY 25 CROSSES A GRAVEL ROAD NEAR THE WABASH RAILROAD.  IT IS
 LB2631'116 FEET SOUTH OF INTERSECTION OF HIGHWAY 25 AND A NORTH-SOUTH
 LB2631'GRAVEL ROAD, 38 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, 36 FEET
 LB2631'EAST OF CENTER OF GRAVEL ROAD AND 15 FEET NORTH OF A WHITE
 LB2631'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2631'STAMPED ROCKFIELD 1948.
 LB2631'
 LB2631'REFERENCE MARK NO. 1 IS 96.18 FEET SOUTHWEST OF STATION.  IT IS 20
 LB2631'FEET WEST OF CENTER OF GRAVEL ROAD AND 12 FEET NORTH OF A POWER
 LB2631'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB2631'ROCKFIELD NO 1 1948.
 LB2631'
 LB2631'REFERENCE MARK NO. 2 IS 88.76 FEET NORTHWEST OF STATION.  IT IS 41
 LB2631'FEET NORTH OF THE NORTH RAIL OF RAILROAD, 31 FEET SOUTH OF CENTER OF
 LB2631'HIGHWAY 25 AND 26 FEET WEST OF CENTER OF GRAVEL ROAD.  THE MARK
 LB2631'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROCKFIELD NO 2
 LB2631'1948.
 LB2631'
 LB2631'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 18 FEET WEST OF
 LB2631'CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LB2631'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LB2631'DISK IS STAMPED ROCKFIELD 1948.
 LB2631'
 LB2631'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 35 AND 24, AND
 LB2631'STATE HIGHWAYS 29 AND 25 IN LOGANSPORT, GO WEST ON HIGHWAYS FOR 0.6
 LB2631'MILE TO WHERE HIGHWAY 25 TURNS LEFT, TURN LEFT ON HIGHWAY 25 AND GO
 LB2631'SOUTH FOR 0.5 MILE TO A Y JUNCTION, TURN RIGHT AND GO SOUTHWEST ON
 LB2631'HIGHWAY 25 FOR 10.6 MILES TO CROSS GRAVEL ROAD AND STATION AS
 LB2631'DESCRIBED.
 LB2631'
 LB2631'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL ROAD FOR 0.3
 LB2631'MILE TO AZIMUTH MARK ON LEFT OR WEST OF ROAD AS DESCRIBED.
 LB2631'
 LB2631'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2631
 LB2631                          STATION RECOVERY (1954)
 LB2631
 LB2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2631'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2631'CONDITION.  THE DISTANCES TO THE AZIMUTH MARK AND THE REFERENCE
 LB2631'MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED BUT THE
 LB2631'DIRECTIONS TO THE REFERENCE MARKS DID NOT CHECK.  THE OLD DESCRIPTION
 LB2631'IS ADEQUATE.
 LB2631'
 LB2631'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0690 ***********************************************************************
 HA0690  DESIGNATION -  ROCKPORT
 HA0690  PID         -  HA0690
 HA0690  STATE/COUNTY-  IN/SPENCER
 HA0690  COUNTRY     -  US
 HA0690  USGS QUAD   -  ROCKPORT (2019)
 HA0690
 HA0690                         *CURRENT SURVEY CONTROL
 HA0690  ______________________________________________________________________
 HA0690* NAD 83(1997) POSITION- 37 53 04.55749(N) 087 02 45.36438(W)   ADJUSTED
 HA0690* NAVD 88 ORTHO HEIGHT -   142.028 (meters)      465.97  (feet) ADJUSTED
 HA0690  ______________________________________________________________________
 HA0690  GEOID HEIGHT    -        -31.158 (meters)                     GEOID18
 HA0690  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 HA0690  DYNAMIC HEIGHT  -        141.932 (meters)      465.66  (feet) COMP
 HA0690  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HA0690
 HA0690  HORZ ORDER      -  SECOND
 HA0690  VERT ORDER      -  FIRST     CLASS II
 HA0690
 HA0690.The horizontal coordinates were established by classical geodetic methods
 HA0690.and adjusted by the National Geodetic Survey in May 1999.
 HA0690
 HA0690.The orthometric height was determined by differential leveling and
 HA0690.adjusted by the NATIONAL GEODETIC SURVEY
 HA0690.in June 1991.
 HA0690
 HA0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0690.GEOID18 height accuracy estimate available here.
 HA0690
 HA0690.Click photographs - Photos may exist for this station.
 HA0690
 HA0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0690
 HA0690.The dynamic height is computed by dividing the NAVD 88
 HA0690.geopotential number by the normal gravity value computed on the
 HA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0690.degrees latitude (g = 980.6199 gals.).
 HA0690
 HA0690.The modeled gravity was interpolated from observed gravity values.
 HA0690
 HA0690. The following values were computed from the NAD 83(1997) position.
 HA0690
 HA0690;                    North         East     Units Scale Factor Converg.
 HA0690;SPC IN W     -   292,686.168   903,289.858   MT  0.99996680   +0 01 22.7
 HA0690;SPC IN W     -   960,254.54  2,963,543.48   sFT  0.99996680   +0 01 22.7
 HA0690;UTM  16      - 4,193,012.193   495,960.758   MT  0.99960020   -0 01 41.5
 HA0690
 HA0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0690!SPC IN W     -   0.99998260  x   0.99996680  =   0.99994940
 HA0690!UTM  16      -   0.99998260  x   0.99960020  =   0.99958281
 HA0690
 HA0690:                Primary Azimuth Mark                     Grid Az
 HA0690:SPC IN W     -  ROCKPORT AZ MK                           352 59 24.6
 HA0690:UTM  16      -  ROCKPORT AZ MK                           353 02 28.8
 HA0690
 HA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9596093012(NAD 83)
 HA0690
 HA0690|---------------------------------------------------------------------|
 HA0690| PID    Reference Object                     Distance      Geod. Az  |
 HA0690|                                                           dddmmss.s |
 HA0690| HA0691 ROCKPORT RM 1                        42.489 METERS 07845     |
 HA0690| HA1515 ROCKPORT MUNICIPAL TANK              39.687 METERS 10615     |
 HA0690| HA0689 ROCKPORT RM 2                        34.001 METERS 17141     |
 HA0690| HA1514 ROCKPORT METHODIST CH SPIRE         423.613 METERS 2301738.6 |
 HA0690| HA1516 ROCKPORT OWENSBORO GRAIN STK        APPROX. 1.0 KM 3243426.3 |
 HA0690| HA1513 ROCKPORT ELECTRICAL AND WATER CO ST APPROX. 0.9 KM 3345157.5 |
 HA0690| HA0696 ROCKPORT AZ MK                                     3530047.3 |
 HA0690|---------------------------------------------------------------------|
 HA0690
 HA0690                          SUPERSEDED SURVEY CONTROL
 HA0690
 HA0690  NAD 83(1993)-  37 53 04.55833(N)    087 02 45.36400(W) AD(       ) 2
 HA0690  NAD 83(1986)-  37 53 04.56557(N)    087 02 45.36754(W) AD(       ) 2
 HA0690  NAD 27      -  37 53 04.38900(N)    087 02 45.38700(W) AD(       ) 2
 HA0690  NGVD 29 (??/??/92)  142.134  (m)          466.32   (f) ADJ UNCH    1 2
 HA0690  NGVD 29             142.13   (m)          466.3    (f) LEVELING    3  
 HA0690
 HA0690.Superseded values are not recommended for survey control.
 HA0690
 HA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0690.See file dsdata.pdf to determine how the superseded data were derived.
 HA0690
 HA0690_MARKER: DS = TRIANGULATION STATION DISK
 HA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0690_STAMPING: ROCKPORT 1946
 HA0690_MARK LOGO: CGS
 HA0690_PROJECTION: FLUSH
 HA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0690+STABILITY: SURFACE MOTION
 HA0690
 HA0690  HISTORY     - Date     Condition        Report By
 HA0690  HISTORY     - 1946     MONUMENTED       CGS
 HA0690  HISTORY     - 1965     GOOD             CGS
 HA0690  HISTORY     - 1965     GOOD             AIRSUR
 HA0690  HISTORY     - 1965     GOOD             CGS
 HA0690
 HA0690                          STATION DESCRIPTION
 HA0690
 HA0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0690'STATION IS LOCATED AT THE SITE OF THE ROCKPORT MUNICIPAL WATER TANK
 HA0690'AND ON THE NORTHEAST CORNER OF SECOND AND ELM STREETS IN THE
 HA0690'CITY OF ROCKPORT.  IT IS 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HA0690'A WHITE HOUSE, 30 FEET EAST OF THE APPROXIMATE CENTER OF SECOND
 HA0690'STREET, 30 FEET SOUTH OF THE SOUTH BANK OF THE OHIO RIVER AND 130.2
 HA0690'FEET WEST OF THE CENTER OF THE WATER TANK.  THE MARK IS FLUSH
 HA0690'AND THE DISK IS STAMPED---ROCKPORT 1946---.
 HA0690'
 HA0690'REFERENCE MARK NO. 1 IS 139.40 FEET NORTHEAST OF THE STATION ON THE
 HA0690'BANK OF THE RIVER.  IT IS 48.7 FEET NORTH OF THE NORTHEAST LEG OF
 HA0690'THE WATER TANK AND 10 FEET WEST OF THE BANK OF THE RIVER.  THE MARK
 HA0690'IS FLUSH AND THE DISK IS STAMPED---ROCKPORT NO 1 1946---.
 HA0690'
 HA0690'REFERENCE MARK NO. 2 IS 111.55 FEET SOUTH OF THE STATION.  IT IS 37.2
 HA0690'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AND 30.5 FEET EAST
 HA0690'OF A 36 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HA0690'---ROCKPORT NO 2 1946---.
 HA0690'
 HA0690'AZIMUTH MARK IS ABOUT ONE MILE NORTH OF THE STATION NEAR A BRICK WALL
 HA0690'ON THE WEST SIDE STATE HIGHWAYS 45 AND 66.  IT IS 1.5 FEET
 HA0690'EAST OF A BRICK WALL, 66 FEET NORTH OF A DRIVEWAY INTO THE BRICK
 HA0690'PLANT, 66 FEET WEST OF THE APPROXIMATE CENTER OF THE HIGHWAY AND 3
 HA0690'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 HA0690'IS STAMPED---ROCKPORT 1946---.
 HA0690'
 HA0690'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 45 AND
 HA0690'66 IN THE NORTHEAST SECTION OF ROCKPORT, GO NORTHEAST ON
 HA0690'HIGHWAYS 45 AND 66 FOR 0.5 MILE TO A BRICK PLANT ON THE LEFT AND THE
 HA0690'AZIMUTH MARK.
 HA0690'
 HA0690'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA0690
 HA0690                          STATION RECOVERY (1965)
 HA0690
 HA0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 HA0690'THE STATION MARK, STAMPED---ROCKPORT 1946---IS ABOUT 1/2 BLOCK NORTH
 HA0690'ALONG FIFTH STREET AND STATE HIGHWAY 45 FROM THE POST OFFICE AT
 HA0690'ROCKPORT, THENCE 0.2 MILE EAST ALONG ELM STREET, IN SECTION 26,
 HA0690'T 8 S, R 6 W, 93 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF ELM
 HA0690'STREET, 113 FEET WEST-NORTHWEST OF THE STEEL LEG OF A WATER TANK, 31
 HA0690'FEET EAST OF THE EXTENDED CENTER LINE OF SECOND STREET, 30 FEET EAST
 HA0690'OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 59 FEET EAST AND ACROSS
 HA0690'THE DRIVEWAY FROM AN 18-INCH MAPLE TREE, ABOUT LEVEL WITH THE
 HA0690'DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 HA0690'GROUND.
 HA0690'
 HA0690'R.M. 1, STAMPED---ROCKPORT NO 1 1946---IS 139.4 FEET EAST OF THE
 HA0690'STATION, 51 FEET NORTH OF THE NORTHEAST LEG OF A WATER TANK, 75 FEET
 HA0690'EAST-NORTHEAST OF A 10-INCH MAPLE TREE, AND SET IN THE TOP OF A
 HA0690'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 HA0690'
 HA0690'R.M. 2, STAMPED---ROCKPORT NO 2 1946---IS 111.5 FEET SOUTH OF THE
 HA0690'STATION, 18 FEET SOUTH OF THE EXTENDED CENTER LINE OF ELM STREET, 52
 HA0690'FEET EAST OF THE CENTER LINE OF SECOND STREET, 115 FEET SOUTHWEST OF
 HA0690'THE SOUTHWEST LEG OF A WATER TANK, 8 1/2 FEET SOUTH OF THE CENTER
 HA0690'LINE OF A GRAVELED DRIVEWAY, 46.7 FEET NORTH OF THE NORTHWEST CORNER
 HA0690'OF A FRAME HOUSE NUMBERED 119, 38 FEET SOUTH OF THE SOUTHWEST CORNER
 HA0690'OF A FRAME HOUSE NUMBERED 201, 30 FEET EAST OF A 33-INCH MAPLE TREE,
 HA0690'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 HA0690'
 HA0690'THE AZIMUTH MARK, STAMPED---ROCKPORT 1946---IS ABOUT 0.95 MILE NORTH
 HA0690'ALONG U.S. HIGHWAY 231 AND STATE HIGHWAYS 45 AND 66 FROM THE POST
 HA0690'OFFICE AT ROCKPORT, IN SECTION 23, T 8 S, R 6 W, 0.1 MILE NORTHEAST
 HA0690'OF THE ROCKPORT CEMETERY, 51 FEET NORTHWEST OF THE CENTER LINE OF THE
 HA0690'HIGHWAY, 251 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 HA0690'TO THE R.W. RICHARDS HOME, 1.0 FOOT SOUTHEAST OF THE NORTHEAST END
 HA0690'OF AN OLD BRICK WALL, 30 FEET WEST OF A POWER POLE, 71 FEET SOUTHWEST
 HA0690'OF AN ELM TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1
 HA0690'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HA0690'POST PROJECTING 1 INCH.
 HA0690
 HA0690                          STATION RECOVERY (1965)
 HA0690
 HA0690'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA0690'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HA0690
 HA0690                          STATION RECOVERY (1965)
 HA0690
 HA0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0690'0.2 MI E FROM ROCKPORT.
 HA0690'ABOUT 1/2 BLOCK NORTH ALONG FIFTH STREET AND STATE HIGHWAY 45 FROM
 HA0690'THE POST OFFICE AT ROCKPORT, THENCE 0.2 MILE EAST ALONG ELM
 HA0690'STREET, IN SECTION 26, T 8 S, R 6 W, 93 1/2 FEET NORTH OF THE
 HA0690'EXTENDED CENTER LINE OF ELM STREET, 113 FEET WEST-NORTHWEST OF
 HA0690'THE STEEL LEG OF A WATER TANK, 31 FEET EAST OF THE EXTENDED CENTER
 HA0690'LINE OF SECOND STREET, 139.4 FEET WEST OF ROCKPORT R.M. 1, 111.5
 HA0690'FEET NORTH OF ROCKPORT R.M. 2, 30 FEET EAST OF THE CENTER LINE
 HA0690'OF A GRAVELED DRIVEWAY, 59 FEET EAST AND ACROSS THE DRIVEWAY FROM
 HA0690'AN 18-INCH MAPLE TREE, ABOUT LEVEL WITH THE DRIVEWAY, AND SET
 HA0690'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0696 ***********************************************************************
 HA0696  DESIGNATION -  ROCKPORT AZ MK
 HA0696  PID         -  HA0696
 HA0696  STATE/COUNTY-  IN/SPENCER
 HA0696  COUNTRY     -  US
 HA0696  USGS QUAD   -  ROCKPORT (2019)
 HA0696
 HA0696                         *CURRENT SURVEY CONTROL
 HA0696  ______________________________________________________________________
 HA0696* NAD 83(1986) POSITION- 37 53 56.     (N) 087 02 50.     (W)   SCALED
 HA0696* NAVD 88 ORTHO HEIGHT -   119.522 (meters)      392.13  (feet) ADJUSTED
 HA0696  ______________________________________________________________________
 HA0696  GEOID HEIGHT    -        -31.182 (meters)                     GEOID18
 HA0696  DYNAMIC HEIGHT  -        119.441 (meters)      391.87  (feet) COMP
 HA0696  MODELED GRAVITY -    979,955.5   (mgal)                       NAVD 88
 HA0696
 HA0696  VERT ORDER      -  FIRST     CLASS II
 HA0696
 HA0696.The horizontal coordinates were scaled from a map and have
 HA0696.an estimated accuracy of +/- 6 seconds.
 HA0696
 HA0696.The orthometric height was determined by differential leveling and
 HA0696.adjusted by the NATIONAL GEODETIC SURVEY
 HA0696.in June 1991.
 HA0696
 HA0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0696.GEOID18 height accuracy estimate available here.
 HA0696
 HA0696.Click photographs - Photos may exist for this station.
 HA0696
 HA0696.The dynamic height is computed by dividing the NAVD 88
 HA0696.geopotential number by the normal gravity value computed on the
 HA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0696.degrees latitude (g = 980.6199 gals.).
 HA0696
 HA0696.The modeled gravity was interpolated from observed gravity values.
 HA0696
 HA0696;                    North         East    Units  Estimated Accuracy
 HA0696;SPC IN W     -   294,270.      903,180.      MT  (+/- 180 meters Scaled)
 HA0696
 HA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG958945(NAD 83)
 HA0696
 HA0696                          SUPERSEDED SURVEY CONTROL
 HA0696
 HA0696  NGVD 29 (??/??/92)  119.629  (m)          392.48   (f) ADJ UNCH    1 2
 HA0696
 HA0696.Superseded values are not recommended for survey control.
 HA0696
 HA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0696.See file dsdata.pdf to determine how the superseded data were derived.
 HA0696
 HA0696_MARKER: DZ = AZIMUTH MARK DISK
 HA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0696_STAMPING: ROCKPORT 1946
 HA0696_MARK LOGO: CGS
 HA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0696+STABILITY: SURFACE MOTION
 HA0696
 HA0696  HISTORY     - Date     Condition        Report By
 HA0696  HISTORY     - 1946     MONUMENTED       CGS
 HA0696  HISTORY     - 1965     GOOD             CGS
 HA0696
 HA0696                          STATION DESCRIPTION
 HA0696
 HA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0696'1 MI NE FROM ROCKPORT.
 HA0696'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 231 AND STATE HIGHWAYS
 HA0696'45 AND 66 FROM THE POST OFFICE AT ROCKPORT, IN SECTION 23, T 8 S,
 HA0696'R 6 W, 0.1 MILE NORTHEAST OF THE ROCKPORT CEMETERY, 51 FEET
 HA0696'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 251 FEET SOUTHWEST
 HA0696'OF THE CENTER LINE OF A PRIVATE DRIVEWAY TO THE R.W. RICHARDS
 HA0696'HOME, 1.0 FOOT SOUTHEAST OF THE NORTHEAST END OF AN OLD BRICK
 HA0696'WALL, 30 FEET WEST OF A POWER POLE, 71 FEET SOUTHWEST OF AN ELM
 HA0696'TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HA0696'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HA0696'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1514 ***********************************************************************
 HA1514  DESIGNATION -  ROCKPORT METHODIST CH SPIRE
 HA1514  PID         -  HA1514
 HA1514  STATE/COUNTY-  IN/SPENCER
 HA1514  COUNTRY     -  US
 HA1514  USGS QUAD   -  ROCKPORT (2019)
 HA1514
 HA1514                         *CURRENT SURVEY CONTROL
 HA1514  ______________________________________________________________________
 HA1514* NAD 83(1997) POSITION- 37 52 55.77983(N) 087 02 58.70075(W)   ADJUSTED
 HA1514  ______________________________________________________________________
 HA1514  GEOID HEIGHT    -        -31.149 (meters)                     GEOID18
 HA1514  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 HA1514  HORZ ORDER      -  THIRD
 HA1514
 HA1514.The horizontal coordinates were established by classical geodetic methods
 HA1514.and adjusted by the National Geodetic Survey in May 1999.
 HA1514
 HA1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1514.GEOID18 height accuracy estimate available here.
 HA1514
 HA1514.Click photographs - Photos may exist for this station.
 HA1514
 HA1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1514
 HA1514. The following values were computed from the NAD 83(1997) position.
 HA1514
 HA1514;                    North         East     Units Scale Factor Converg.
 HA1514;SPC IN W     -   292,415.422   902,964.078   MT  0.99996677   +0 01 14.5
 HA1514;SPC IN W     -   959,366.26  2,962,474.65   sFT  0.99996677   +0 01 14.5
 HA1514;SPC KY1Z     - 1,172,688.616 1,385,681.646   MT  0.99990495   -0 47 52.5
 HA1514;SPC KY1Z     - 3,847,395.90  4,546,190.53   sFT  0.99990495   -0 47 52.5
 HA1514;SPC KY S     -   672,671.938   385,671.711   MT  0.99999106   -0 47 17.5
 HA1514;SPC KY S     - 2,206,924.52  1,265,324.61   sFT  0.99999106   -0 47 17.5
 HA1514;UTM  16      - 4,192,741.837   495,634.855   MT  0.99960023   -0 01 49.7
 HA1514
 HA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9563492741(NAD 83)
 HA1514
 HA1514                          SUPERSEDED SURVEY CONTROL
 HA1514
 HA1514  NAD 83(1993)-  37 52 55.78036(N)    087 02 58.70091(W) AD(       ) 3
 HA1514  NAD 83(1986)-  37 52 55.78777(N)    087 02 58.70416(W) AD(       ) 3
 HA1514  NAD 27      -  37 52 55.60900(N)    087 02 58.72700(W) AD(       ) 3
 HA1514
 HA1514.Superseded values are not recommended for survey control.
 HA1514
 HA1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1514.See file dsdata.pdf to determine how the superseded data were derived.
 HA1514
 HA1514_MARKER: 90 = CHURCH SPIRE
 HA1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1514+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 HA1514
 HA1514  HISTORY     - Date     Condition        Report By
 HA1514  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1514  HISTORY     - 20081002 GOOD             GEOCAC
 HA1514  HISTORY     - 20100724 GOOD             GEOCAC
 HA1514
 HA1514                          STATION DESCRIPTION
 HA1514
 HA1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1514'THE STATION IS THE TOP OF THE SPIRE OF THE METHODIST CHURCH ON THE
 HA1514'NORTHWEST CORNER OF FIFTH AND WALNUT STREETS IN THE TOWN OF
 HA1514'ROCKPORT.  THE CHURCH IS OF RED BRICK.  THE SPIRE IS COVERED WITH
 HA1514'SLATE AND IS ESTIMATED 75 FEET HIGH.
 HA1514'
 HA1514'THIS IS AN INTERSECTION STATION.
 HA1514
 HA1514                          STATION RECOVERY (2008)
 HA1514
 HA1514'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1514'RECOVERED IN GOOD CONDITION.
 HA1514
 HA1514                          STATION RECOVERY (2010)
 HA1514
 HA1514'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1514'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1515 ***********************************************************************
 HA1515  DESIGNATION -  ROCKPORT MUNICIPAL TANK
 HA1515  PID         -  HA1515
 HA1515  STATE/COUNTY-  IN/SPENCER
 HA1515  COUNTRY     -  US
 HA1515  USGS QUAD   -  ROCKPORT (2019)
 HA1515
 HA1515                         *CURRENT SURVEY CONTROL
 HA1515  ______________________________________________________________________
 HA1515* NAD 83(1997) POSITION- 37 53 04.19726(N) 087 02 43.80517(W)   ADJUSTED
 HA1515  ______________________________________________________________________
 HA1515  GEOID HEIGHT    -        -31.158 (meters)                     GEOID18
 HA1515  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 HA1515  HORZ ORDER      -  THIRD
 HA1515
 HA1515.The horizontal coordinates were established by classical geodetic methods
 HA1515.and adjusted by the National Geodetic Survey in May 1999.
 HA1515
 HA1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1515.GEOID18 height accuracy estimate available here.
 HA1515
 HA1515.Click photographs - Photos may exist for this station.
 HA1515
 HA1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1515
 HA1515. The following values were computed from the NAD 83(1997) position.
 HA1515
 HA1515;                    North         East     Units Scale Factor Converg.
 HA1515;SPC IN W     -   292,675.077   903,327.963   MT  0.99996680   +0 01 23.6
 HA1515;SPC IN W     -   960,218.15  2,963,668.49   sFT  0.99996680   +0 01 23.6
 HA1515;SPC KY1Z     - 1,172,943.029 1,386,049.181   MT  0.99990495   -0 47 43.4
 HA1515;SPC KY1Z     - 3,848,230.59  4,547,396.35   sFT  0.99990495   -0 47 43.4
 HA1515;SPC KY S     -   672,926.436   386,039.234   MT  0.99999145   -0 47 08.4
 HA1515;SPC KY S     - 2,207,759.48  1,266,530.39   sFT  0.99999145   -0 47 08.4
 HA1515;UTM  16      - 4,193,001.072   495,998.838   MT  0.99960020   -0 01 40.6
 HA1515
 HA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9599893001(NAD 83)
 HA1515
 HA1515                          SUPERSEDED SURVEY CONTROL
 HA1515
 HA1515  NAD 83(1993)-  37 53 04.19808(N)    087 02 43.80480(W) AD(       ) 3
 HA1515  NAD 83(1986)-  37 53 04.20537(N)    087 02 43.80833(W) AD(       ) 3
 HA1515  NAD 27      -  37 53 04.02900(N)    087 02 43.82800(W) AD(       ) 3
 HA1515
 HA1515.Superseded values are not recommended for survey control.
 HA1515
 HA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1515.See file dsdata.pdf to determine how the superseded data were derived.
 HA1515
 HA1515_MARKER: 53 = ELEVATED TANK
 HA1515
 HA1515  HISTORY     - Date     Condition        Report By
 HA1515  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1515
 HA1515                          STATION DESCRIPTION
 HA1515
 HA1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1515'THE STATION IS A STEEL BALL ON THE TOP OF THE ROCKPORT MUNICIPAL
 HA1515'WATER TANK, LOCATED AT THE SOUTH END OF SECOND STREET.  THE TANK SITS
 HA1515'ON A STEEL BASE AND IS 75 FEET HIGH.  IT IS APPROXIMATELY 150 FEET
 HA1515'EAST OF THE CENTER OF SECOND STREET AND APPROXIMATELY 75 FEET SOUTH
 HA1515'OF THE SOUTH BANK OF THE OHIO RIVER.
 HA1515'
 HA1515'THIS IS AN INTERSECTION STATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1516 ***********************************************************************
 HA1516  DESIGNATION -  ROCKPORT OWENSBORO GRAIN STK
 HA1516  PID         -  HA1516
 HA1516  STATE/COUNTY-  IN/SPENCER
 HA1516  COUNTRY     -  US
 HA1516  USGS QUAD   -  ROCKPORT (2019)
 HA1516
 HA1516                         *CURRENT SURVEY CONTROL
 HA1516  ______________________________________________________________________
 HA1516* NAD 83(1997) POSITION- 37 53 29.76619(N) 087 03 07.99258(W)   ADJUSTED
 HA1516  ______________________________________________________________________
 HA1516  GEOID HEIGHT    -        -31.163 (meters)                     GEOID18
 HA1516  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 HA1516  HORZ ORDER      -  THIRD
 HA1516
 HA1516.The horizontal coordinates were established by classical geodetic methods
 HA1516.and adjusted by the National Geodetic Survey in May 1999.
 HA1516
 HA1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1516.GEOID18 height accuracy estimate available here.
 HA1516
 HA1516.Click photographs - Photos may exist for this station.
 HA1516
 HA1516.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1516
 HA1516. The following values were computed from the NAD 83(1997) position.
 HA1516
 HA1516;                    North         East     Units Scale Factor Converg.
 HA1516;SPC IN W     -   293,463.168   902,736.673   MT  0.99996676   +0 01 08.8
 HA1516;SPC IN W     -   962,803.74  2,961,728.57   sFT  0.99996676   +0 01 08.8
 HA1516;SPC KY1Z     - 1,173,739.438 1,385,469.247   MT  0.99990498   -0 47 58.2
 HA1516;SPC KY1Z     - 3,850,843.47  4,545,493.69   sFT  0.99990498   -0 47 58.2
 HA1516;SPC KY S     -   673,722.815   385,459.114   MT  0.99999265   -0 47 23.1
 HA1516;SPC KY S     - 2,210,372.27  1,264,627.11   sFT  0.99999265   -0 47 23.1
 HA1516;UTM  16      - 4,193,789.402   495,408.469   MT  0.99960026   -0 01 55.5
 HA1516
 HA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9540893789(NAD 83)
 HA1516
 HA1516                          SUPERSEDED SURVEY CONTROL
 HA1516
 HA1516  NAD 83(1993)-  37 53 29.76716(N)    087 03 07.99219(W) AD(       ) 3
 HA1516  NAD 83(1986)-  37 53 29.77438(N)    087 03 07.99559(W) AD(       ) 3
 HA1516  NAD 27      -  37 53 29.60600(N)    087 03 08.02100(W) AD(       ) 3
 HA1516
 HA1516.Superseded values are not recommended for survey control.
 HA1516
 HA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1516.See file dsdata.pdf to determine how the superseded data were derived.
 HA1516
 HA1516_MARKER: 63 = STACK
 HA1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1516+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2010
 HA1516
 HA1516  HISTORY     - Date     Condition        Report By
 HA1516  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1516  HISTORY     - 20081002 GOOD             GEOCAC
 HA1516  HISTORY     - 20100728 GOOD             GEOCAC
 HA1516
 HA1516                          STATION DESCRIPTION
 HA1516
 HA1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1516'THE STATION IS THE CENTER OF THE TOP OF THE OWENSBORO GRAIN COMPANY
 HA1516'STACK, LOCATED APPROXIMATELY 100 FEET NORTH OF STATE HIGHWAY 66, IN
 HA1516'ROCKPORT.  THE STACK IS BUILT OF CONCRETE AND IS APPROXIMATELY 160
 HA1516'FEET HIGH AND APPROXIMATELY 9 FEET IN DIAMETER AT THE TOP.  IT IS
 HA1516'APPROXIMATELY 30 FEET WEST OF A GRAVEL DRIVEWAY LEADING TO THE PLANT.
 HA1516'
 HA1516'THIS IS AN INTERSECTION STATION
 HA1516
 HA1516                          STATION RECOVERY (2008)
 HA1516
 HA1516'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1516'RECOVERED IN GOOD CONDITION.
 HA1516
 HA1516                          STATION RECOVERY (2010)
 HA1516
 HA1516'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1516'STACK OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0691 ***********************************************************************
 HA0691  DESIGNATION -  ROCKPORT RM 1
 HA0691  PID         -  HA0691
 HA0691  STATE/COUNTY-  IN/SPENCER
 HA0691  COUNTRY     -  US
 HA0691  USGS QUAD   -  ROCKPORT (2019)
 HA0691
 HA0691                         *CURRENT SURVEY CONTROL
 HA0691  ______________________________________________________________________
 HA0691* NAD 83(1986) POSITION- 37 53 04.83   (N) 087 02 43.66   (W)   HD_HELD1
 HA0691* NAVD 88 ORTHO HEIGHT -   141.400 (meters)      463.91  (feet) ADJUSTED
 HA0691  ______________________________________________________________________
 HA0691  GEOID HEIGHT    -        -31.159 (meters)                     GEOID18
 HA0691  DYNAMIC HEIGHT  -        141.304 (meters)      463.59  (feet) COMP
 HA0691  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HA0691
 HA0691  VERT ORDER      -  FIRST     CLASS II
 HA0691
 HA0691.The horizontal coordinates were determined by differentially corrected
 HA0691.hand held GPS observations or other comparable positioning techniques
 HA0691.and have an estimated accuracy of +/- 3 meters.
 HA0691
 HA0691.The orthometric height was determined by differential leveling and
 HA0691.adjusted by the NATIONAL GEODETIC SURVEY
 HA0691.in June 1991.
 HA0691
 HA0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0691.GEOID18 height accuracy estimate available here.
 HA0691
 HA0691.Click photographs - Photos may exist for this station.
 HA0691
 HA0691.The dynamic height is computed by dividing the NAVD 88
 HA0691.geopotential number by the normal gravity value computed on the
 HA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0691.degrees latitude (g = 980.6199 gals.).
 HA0691
 HA0691.The modeled gravity was interpolated from observed gravity values.
 HA0691
 HA0691;                    North         East    Units  Estimated Accuracy
 HA0691;SPC IN W     -   292,694.6     903,331.5     MT  (+/- 3 meters HH1 GPS) 
 HA0691
 HA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9600293020(NAD 83)
 HA0691
 HA0691                          SUPERSEDED SURVEY CONTROL
 HA0691
 HA0691  NGVD 29 (??/??/92)  141.506  (m)          464.26   (f) ADJ UNCH    1 2
 HA0691
 HA0691.Superseded values are not recommended for survey control.
 HA0691
 HA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0691.See file dsdata.pdf to determine how the superseded data were derived.
 HA0691
 HA0691_MARKER: DR = REFERENCE MARK DISK
 HA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0691_STAMPING: ROCKPORT NO 1 1946
 HA0691_MARK LOGO: CGS
 HA0691_PROJECTION: FLUSH
 HA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0691+STABILITY: SURFACE MOTION
 HA0691
 HA0691  HISTORY     - Date     Condition        Report By
 HA0691  HISTORY     - 1946     MONUMENTED       CGS
 HA0691  HISTORY     - 1965     GOOD             CGS
 HA0691  HISTORY     - 20140801 GOOD             GEOCAC
 HA0691
 HA0691                          STATION DESCRIPTION
 HA0691
 HA0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0691'0.2 MI E FROM ROCKPORT.
 HA0691'ABOUT 1/2 BLOCK NORTH ALONG FIFTH STREET AND STATE HIGHWAY 45
 HA0691'FROM THE POST OFFICE AT ROCKPORT, THENCE 0.2 MILE EAST ALONG ELM
 HA0691'STREET, IN SECTION 26, T 8 S, R 6 W, 139.4 FEET EAST OF ROCKPORT
 HA0691'1946, 51 FEET NORTH OF THE NORTHEAST LEG OF A WATER TANK, 75 FEET
 HA0691'EAST-NORTHEAST OF A 10-INCH MAPLE TREE, AND SET IN THE TOP OF A
 HA0691'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 HA0691
 HA0691                          STATION RECOVERY (2014)
 HA0691
 HA0691'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 HA0691'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0689 ***********************************************************************
 HA0689  DESIGNATION -  ROCKPORT RM 2
 HA0689  PID         -  HA0689
 HA0689  STATE/COUNTY-  IN/SPENCER
 HA0689  COUNTRY     -  US
 HA0689  USGS QUAD   -  ROCKPORT (2019)
 HA0689
 HA0689                         *CURRENT SURVEY CONTROL
 HA0689  ______________________________________________________________________
 HA0689* NAD 83(1986) POSITION- 37 53 03.47   (N) 087 02 45.16   (W)   HD_HELD1
 HA0689* NAVD 88 ORTHO HEIGHT -   140.539 (meters)      461.09  (feet) ADJUSTED
 HA0689  ______________________________________________________________________
 HA0689  GEOID HEIGHT    -        -31.157 (meters)                     GEOID18
 HA0689  DYNAMIC HEIGHT  -        140.445 (meters)      460.78  (feet) COMP
 HA0689  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HA0689
 HA0689  VERT ORDER      -  FIRST     CLASS II
 HA0689
 HA0689.The horizontal coordinates were determined by differentially corrected
 HA0689.hand held GPS observations or other comparable positioning techniques
 HA0689.and have an estimated accuracy of +/- 3 meters.
 HA0689
 HA0689.The orthometric height was determined by differential leveling and
 HA0689.adjusted by the NATIONAL GEODETIC SURVEY
 HA0689.in June 1991.
 HA0689
 HA0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0689.GEOID18 height accuracy estimate available here.
 HA0689
 HA0689.Click photographs - Photos may exist for this station.
 HA0689
 HA0689.The dynamic height is computed by dividing the NAVD 88
 HA0689.geopotential number by the normal gravity value computed on the
 HA0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0689.degrees latitude (g = 980.6199 gals.).
 HA0689
 HA0689.The modeled gravity was interpolated from observed gravity values.
 HA0689
 HA0689;                    North         East    Units  Estimated Accuracy
 HA0689;SPC IN W     -   292,652.6     903,294.9     MT  (+/- 3 meters HH1 GPS) 
 HA0689
 HA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9596592978(NAD 83)
 HA0689
 HA0689                          SUPERSEDED SURVEY CONTROL
 HA0689
 HA0689  NGVD 29 (??/??/92)  140.645  (m)          461.43   (f) ADJ UNCH    1 2
 HA0689
 HA0689.Superseded values are not recommended for survey control.
 HA0689
 HA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0689.See file dsdata.pdf to determine how the superseded data were derived.
 HA0689
 HA0689_MARKER: DR = REFERENCE MARK DISK
 HA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0689_STAMPING: ROCKPORT NO 2 1946
 HA0689_MARK LOGO: CGS
 HA0689_PROJECTION: FLUSH
 HA0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0689+STABILITY: SURFACE MOTION
 HA0689
 HA0689  HISTORY     - Date     Condition        Report By
 HA0689  HISTORY     - 1946     MONUMENTED       CGS
 HA0689  HISTORY     - 1965     GOOD             CGS
 HA0689  HISTORY     - 20140801 GOOD             GEOCAC
 HA0689
 HA0689                          STATION DESCRIPTION
 HA0689
 HA0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0689'0.2 MI E FROM ROCKPORT.
 HA0689'ABOUT 1/2 BLOCK NORTH ALONG FIFTH STREET AND STATE HIGHWAY 45
 HA0689'FROM THE POST OFFICE AT ROCKPORT, THENCE 0.2 MILE EAST ALONG ELM
 HA0689'STREET, IN SECTION 26, T 8 S, R 6 W, 18 FEET SOUTH OF THE EXTENDED
 HA0689'CENTER LINE OF ELM STREET, 52 FEET EAST OF THE CENTER LINE OF
 HA0689'SECOND STREET, 115 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A WATER
 HA0689'TANK, 111.5 FEET SOUTH OF ROCKPORT 1946, 8 1/2 FEET SOUTH OF THE
 HA0689'CENTER LINE OF A GRAVELED DRIVEWAY, 46.7 FEET NORTH OF THE
 HA0689'NORTHWEST CORNER OF A FRAME HOUSE NUMBERED 119, 38 FEET SOUTH
 HA0689'OF THE SOUTHWEST CORNER OF A FRAME HOUSE NUMBERED 201, 30 FEET
 HA0689'EAST OF A 33-INCH MAPLE TREE, AND SET IN THE TOP OF A CONCRETE
 HA0689'POST ABOUT LEVEL WITH THE GROUND.
 HA0689
 HA0689                          STATION RECOVERY (2014)
 HA0689
 HA0689'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 HA0689'MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2036 ***********************************************************************
 JA2036  DESIGNATION -  RODEMAN RESET
 JA2036  PID         -  JA2036
 JA2036  STATE/COUNTY-  IN/VANDERBURGH
 JA2036  COUNTRY     -  US
 JA2036  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA2036
 JA2036                         *CURRENT SURVEY CONTROL
 JA2036  ______________________________________________________________________
 JA2036* NAD 83(1997) POSITION- 38 06 48.72931(N) 087 32 17.93284(W)   ADJUSTED
 JA2036* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 JA2036  ______________________________________________________________________
 JA2036  GEOID HEIGHT    -        -31.248 (meters)                     GEOID18
 JA2036  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 JA2036  HORZ ORDER      -  THIRD
 JA2036
 JA2036.The horizontal coordinates were established by classical geodetic methods
 JA2036.and adjusted by the National Geodetic Survey in May 1999.
 JA2036
 JA2036.The orthometric height was scaled from a topographic map.
 JA2036
 JA2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2036.GEOID18 height accuracy estimate available here.
 JA2036
 JA2036.Click photographs - Photos may exist for this station.
 JA2036
 JA2036.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2036
 JA2036. The following values were computed from the NAD 83(1997) position.
 JA2036
 JA2036;                    North         East     Units Scale Factor Converg.
 JA2036;SPC IN W     -   318,193.596   860,100.787   MT  0.99998627   -0 16 51.0
 JA2036;SPC IN W     - 1,043,940.16  2,821,847.33   sFT  0.99998627   -0 16 51.0
 JA2036;UTM  16      - 4,218,549.018   452,810.202   MT  0.99962743   -0 19 56.2
 JA2036
 JA2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2036!SPC IN W     -   0.99997715  x   0.99998627  =   0.99996342
 JA2036!UTM  16      -   0.99997715  x   0.99962743  =   0.99960459
 JA2036
 JA2036:                Primary Azimuth Mark                     Grid Az
 JA2036:SPC IN W     -  RODEMAN AZ MK                            009 38 58.9
 JA2036:UTM  16      -  RODEMAN AZ MK                            009 42 04.1
 JA2036
 JA2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5281018549(NAD 83)
 JA2036
 JA2036|---------------------------------------------------------------------|
 JA2036| PID    Reference Object                     Distance      Geod. Az  |
 JA2036|                                                           dddmmss.s |
 JA2036| CG9811 RODEMAN AZ MK                                      0092207.9 |
 JA2036| CG9812 RODEMAN RM 1                         30.078 METERS 04911     |
 JA2036| CG9814 RODEMAN RM 3                         13.425 METERS 14433     |
 JA2036| CG9813 RODEMAN RM 2                         38.399 METERS 26826     |
 JA2036| JA2028 HAUBSTADT ST JAMES CATH CH          APPROX. 7.9 KM 3341018.8 |
 JA2036|---------------------------------------------------------------------|
 JA2036
 JA2036                          SUPERSEDED SURVEY CONTROL
 JA2036
 JA2036  NAD 83(1993)-  38 06 48.73437(N)    087 32 17.93225(W) AD(       ) 3
 JA2036  NAD 83(1986)-  38 06 48.73842(N)    087 32 17.93496(W) AD(       ) 3
 JA2036  NAD 27      -  38 06 48.59462(N)    087 32 17.87711(W) AD(       ) 3
 JA2036
 JA2036.Superseded values are not recommended for survey control.
 JA2036
 JA2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2036.See file dsdata.pdf to determine how the superseded data were derived.
 JA2036
 JA2036_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2036_STAMPING: RODEMAN 1967 1978
 JA2036_MARK LOGO: NGS
 JA2036_PROJECTION: RECESSED 36 CENTIMETERS
 JA2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2036+STABILITY: SURFACE MOTION
 JA2036
 JA2036  HISTORY     - Date     Condition        Report By
 JA2036  HISTORY     - 1967     MONUMENTED       CGS
 JA2036  HISTORY     - 1978     SEE DESCRIPTION  NGS
 JA2036  HISTORY     - 19950830 GOOD             USPSQD
 JA2036
 JA2036                          STATION DESCRIPTION
 JA2036
 JA2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2036'STATION IS ABOUT 9.5 MILES NORTH OF EVANSVILLE, 6.5 MILES
 JA2036'SOUTH-SOUTHEAST OF HAUBSTADT, 1.25 MILES EAST-NORTHEAST OF INGLEFIELD
 JA2036'AND ON PROPERTY OWNED BY MR RAYMOND RODMAN.
 JA2036'
 JA2036'TO REACH THE STATION FROM THE POST OFFICE IN INGLEFIELD, ABOUT 50 FEET
 JA2036'SOUTHEAST OF A RAILROAD CROSSING, GO EAST ON A PAVED ROAD FOR 0.3 MILE
 JA2036'TO A JUNCTION WITH U S HIGHWAY 41.  CONTINUE EAST ON THE PAVED ROAD
 JA2036'FOR 0.2 MILE TO A REVERSE FORK.  CONTINUE EAST ON A PAVED ROAD FOR 0.7
 JA2036'MILE TO THE STATION ON THE LEFT NEAR THE NORTHEAST CORNER OF A BARN.
 JA2036'
 JA2036'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 JA2036'
 JA2036'STATION MARK, STAMPED RODEMAN 1967 IS SET FLUSH WITH THE GROUND.  IT
 JA2036'IS 124 FEET NORTH OF THE CENTER OF A PAVED ROAD, 49.8 FEET NORTHEAST
 JA2036'OF THE SOUTHEAST CORNER OF A BARN, 31.8 FEET EAST OF THE NORTHEAST
 JA2036'CORNER OF THE BARN AND 30 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 JA2036'OF A HOUSE.
 JA2036'
 JA2036'RM 1, STAMPED RODEMAN NO 1 1967 IS SET FLUSH WITH THE GROUND.  IT IS
 JA2036'89 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 6 FEET
 JA2036'NORTH OF A TRACK ROAD AND 4 FEET SOUTH OF A METAL FUEL TANK.
 JA2036'
 JA2036'RM 2, STAMPED RODEMAND NO 2 1967 IS SET FLUSH WITH THE GROUND.  IT IS
 JA2036'42 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 4 FEET NORTH OF
 JA2036'THE NORTHEAST CORNER OF A CORN CRIB AND 1 FOOT EAST OF A WOOD FENCE.
 JA2036'
 JA2036'AZ MK, STAMPED RODEMAN 1967 IS SET FLUSH WITH THE GROUND.  IT IS 119
 JA2036'FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 54 FEET SOUTH OF THE
 JA2036'SOUTHEAST CORNER OF A GARAGE, 52 FEET NORTHWEST OF THE NORTHEAST
 JA2036'CORNER OF A GARAGE, 40 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1
 JA2036'FOOT NORTHEAST OF A WIRE FENCE.
 JA2036'
 JA2036'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A PAVED ROAD
 JA2036'FOR 0.35 MILE TO A SIDE ROAD RIGHT (PECK ROAD)  TURN RIGHT AND GO
 JA2036'NORTH ON A PAVED ROAD FOR 0.85 MILE TO A T-ROAD.  TURN RIGHT AND GO
 JA2036'EAST ON A PAVED ROAD FOR 0.4 MILE TO A DRIVEWAY LEADING TO MR W
 JA2036'WORTMANS HOME ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY
 JA2036'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JA2036'
 JA2036'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA2036
 JA2036                          STATION RECOVERY (1978)
 JA2036
 JA2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JA2036'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN
 JA2036'GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN HIT BY FARMING
 JA2036'EQUIPMENT AND WAS DESTROYED.  THE DISK WAS SALVAGED.  THE STATION
 JA2036'MARK WAS LOWERED TO BELOW THE PLOW DEPTH AT THE REQUEST OF THE
 JA2036'PROPERTY OWNER.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 JA2036'FAVORABLLY.  THE DIRECTION WAS LESS BY 06 MINUTES AND 12
 JA2036'SECONDS.  THE 1967 TOO REACH IS ADEQUATE TO RECOVER THE STATION.
 JA2036'MR. RAYMOND RODEMAN PROPERTY OWNER RESIDES AT THE STATION SITE,
 JA2036'HIS PHONE NUMBER IS 812 867-3428.  HIS HOUSE NUMBER IS 14924 OLD
 JA2036'STATE ROAD.
 JA2036'
 JA2036'THE STATION IS 122.0 FEET NORTH OF THE CENTERLINE OF OLD STATE ROAD,
 JA2036'51.8 FEET NORTHWEST OF NORTHEAST CORNER OF SMALL SHED, 58.6 FEET
 JA2036'WEST OF THE NORTH END OF A ROW OF BERRY BUSHES, 45 FEET NORTH
 JA2036'NORTHWEST OF NORTHWEST CORNER OF THE SMALL SHED, 148.6 FEET
 JA2036'NORTHEAST OF SMALL WHITE GARAGE, 176.0 FEET NORTHEAST OF POWER POLE
 JA2036'NUMBER 14722 AND 114.7 FEET NORTH OF A 30 INCH TREE.  THE MARK
 JA2036'IS UNDERGROUND 14 INCHES AND THE DISK STAMPED RODEMAN 1967 1978.
 JA2036'
 JA2036'REFERENCE MARK 1 IS NORTHEAST OF THE STATION AND NOT SOUTHEAST AS
 JA2036'STATED IN THE 1967 DESCRIPTION.  IT IS 89.4 FEET NORTHWEST OF THE
 JA2036'NORTHWEST CORNER OF THE RODEMAN HOUSE, 45 FEET NORTHEAST OF THE
 JA2036'NORTH EDGE OF ROW OF BERRY BUSHES, 7.0 FEET NORTH OF THE CENTERLINE
 JA2036'OF DIM ROAD, 8.0 FEET SOUTHEAST OF A 4 INCH TREE AND 3.0 FEET
 JA2036'SOUTH OF THE SOUTHEAST LEG OF A FUEL TANK STAND.  THE MARK IS
 JA2036'UNDERGROUND 3 INCHES AND THE DISK IS STAMPED RODEMAN NO 1 1967.
 JA2036'
 JA2036'REFERENCE MARK 3 IS 17.3 FEET WEST OF THE NORTHEAST CORNER OF THE
 JA2036'SMALL SHED, 1.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF SHED AND
 JA2036'0.8 FOOT NORTH OF THE EDGE OF SHED.  THE MARK IS AN ALUMINUM
 JA2036'VERTICAL CONTROL MARK THAT IS FLUSH WITH THE GROUND AND STAMPED
 JA2036'RODEMAN 1967 NO 3 1978.
 JA2036'
 JA2036'THE AZIMUTH MARK IS 120 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.
 JA2036'WORTMANS HOUSE, 54 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE,
 JA2036'52 FEET NORTHWEST OF THE NORTHEAST CORNER OF ANOTHER GARAGE, 55 FEET
 JA2036'SOUTH OF AN GASOLINE PUMP AND 40 FEET WEST OF THE CENTERLINE OF
 JA2036'A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK STAMPED RODEMAN
 JA2036'1967.
 JA2036'
 JA2036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 JA2036'OF EVANSVILLE.
 JA2036'
 JA2036'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA2036
 JA2036                          STATION RECOVERY (1995)
 JA2036
 JA2036'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2436 ***********************************************************************
 ME2436  DESIGNATION -  ROLLING
 ME2436  PID         -  ME2436
 ME2436  STATE/COUNTY-  IN/LA PORTE
 ME2436  COUNTRY     -  US
 ME2436  USGS QUAD   -  SPRINGVILLE (2019)
 ME2436
 ME2436                         *CURRENT SURVEY CONTROL
 ME2436  ______________________________________________________________________
 ME2436* NAD 83(1997) POSITION- 41 40 34.93968(N) 086 39 38.43141(W)   ADJUSTED
 ME2436* NAVD 88 ORTHO HEIGHT -   259.20  (+/-2cm)      850.4   (feet) VERTCON3
 ME2436  ______________________________________________________________________
 ME2436  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 ME2436  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 ME2436  HORZ ORDER      -  THIRD
 ME2436  VERT ORDER      -  THIRD ? (See Below)
 ME2436
 ME2436.The horizontal coordinates were established by classical geodetic methods
 ME2436.and adjusted by the National Geodetic Survey in May 1999.
 ME2436
 ME2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2436
 ME2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2436.GEOID18 height accuracy estimate available here.
 ME2436
 ME2436.The vertical order pertains to the NGVD 29 superseded value.
 ME2436
 ME2436.Click photographs - Photos may exist for this station.
 ME2436
 ME2436.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2436
 ME2436. The following values were computed from the NAD 83(1997) position.
 ME2436
 ME2436;                    North         East     Units Scale Factor Converg.
 ME2436;SPC IN W     -   713,760.199   935,193.267   MT  0.99998190   +0 16 51.7
 ME2436;SPC IN W     - 2,341,728.25  3,068,213.24   sFT  0.99998190   +0 16 51.7
 ME2436;UTM  16      - 4,613,900.821   528,244.017   MT  0.99960982   +0 13 32.3
 ME2436
 ME2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2436!SPC IN W     -   0.99996467  x   0.99998190  =   0.99994657
 ME2436!UTM  16      -   0.99996467  x   0.99960982  =   0.99957450
 ME2436
 ME2436:                Primary Azimuth Mark                     Grid Az
 ME2436:SPC IN W     -  ROLLING AZ MK                            110 08 44.7
 ME2436:UTM  16      -  ROLLING AZ MK                            110 12 04.1
 ME2436
 ME2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2824413900(NAD 83)
 ME2436
 ME2436|---------------------------------------------------------------------|
 ME2436| PID    Reference Object                     Distance      Geod. Az  |
 ME2436|                                                           dddmmss.s |
 ME2436| CM4487 ROLLING AZ MK                                      1102536.4 |
 ME2436| ME2427 LAPORTE CO CTHSE CLOCK TOWER        APPROX. 8.9 KM 2152250.1 |
 ME2436| CM4489 ROLLING RM 2                         36.789 METERS 28257     |
 ME2436| CM4488 ROLLING RM 1                         25.232 METERS 35943     |
 ME2436|---------------------------------------------------------------------|
 ME2436
 ME2436                          SUPERSEDED SURVEY CONTROL
 ME2436
 ME2436  NAD 83(1994)-  41 40 34.94258(N)    086 39 38.43350(W) AD(       ) 3
 ME2436  NAD 83(1986)-  41 40 34.94201(N)    086 39 38.43479(W) AD(       ) 3
 ME2436  NAD 27      -  41 40 34.78390(N)    086 39 38.35920(W) AD(       ) 3
 ME2436  NGVD 29             259.30   (m)          850.7    (f) LEVELING    3  
 ME2436
 ME2436.Superseded values are not recommended for survey control.
 ME2436
 ME2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2436.See file dsdata.pdf to determine how the superseded data were derived.
 ME2436
 ME2436_MARKER: DS = TRIANGULATION STATION DISK
 ME2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2436_STAMPING: ROLLING 1952
 ME2436_MARK LOGO: CGS
 ME2436_PROJECTION: PROJECTING 5 CENTIMETERS
 ME2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2436+STABILITY: SURFACE MOTION
 ME2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2436+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2025
 ME2436
 ME2436  HISTORY     - Date     Condition        Report By
 ME2436  HISTORY     - 1952     MONUMENTED       CGS
 ME2436  HISTORY     - 20250226 GOOD             MCA
 ME2436
 ME2436                          STATION DESCRIPTION
 ME2436
 ME2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2436'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S.
 ME2436'HIGHWAY 20 AND A PAVED ROAD ABOUT 6 MILES NORTHEAST OF LAPORTE.  IT IS
 ME2436'91 FEET NORTHEAST OF THE INTERSECTION, 49 FEET EAST OF THE CENTER OF
 ME2436'THE PAVED ROAD, 33 FEET NORTHWEST OF A POWER POLE AND 17 FEET WEST OF
 ME2436'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 ME2436'IS STAMPED ROLLING 1952.
 ME2436'
 ME2436'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE PAVED ROAD
 ME2436'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2436'DISK IS STAMPED ROLLING NO 1 1952.
 ME2436'
 ME2436'REFERENCE MARK NO. 2 IS 79 FEET NORTH OF THE CENTER OF HIGHWAY 20, 72
 ME2436'FEET EAST OF THE CENTER OF THE PAVED ROAD, 8 FEET NORTH OF A FENCE
 ME2436'CORNER AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2436'AND THE DISK IS STAMPED ROLLING NO 2 1952.
 ME2436'
 ME2436'AZIMUTH MARK IS 59 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 3 FEET
 ME2436'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A TELEPHONE POLE.
 ME2436'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ROLLING 1952.
 ME2436'
 ME2436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2436'HIGHWAY 39, WHICH IS ABOUT 5 MILES NORTH OF LAPORTE, GO EAST ON
 ME2436'HIGHWAY 20 FOR 3.95 MILES TO A PAVED ROAD LEFT AND THE STATION ON THE
 ME2436'LEFT AS DESCRIBED.
 ME2436'
 ME2436'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 20 FOR
 ME2436'0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2436'
 ME2436'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2436
 ME2436                          STATION RECOVERY (2025)
 ME2436
 ME2436'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2025 (CCM)
 ME2436'33 FT (10.1 M) NORTHWEST OF UTILITY POLE (L233-29).  36.5 FT (11.1 M)
 ME2436'SOUTHEAST OF UTILITY POLE (L233-111).  SET ORANGE CARSONITE MARKER
 ME2436'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1499 ***********************************************************************
 MD1499  DESIGNATION -  ROME
 MD1499  PID         -  MD1499
 MD1499  STATE/COUNTY-  IN/NOBLE
 MD1499  COUNTRY     -  US
 MD1499  USGS QUAD   -  WOLCOTTVILLE (2019)
 MD1499
 MD1499                         *CURRENT SURVEY CONTROL
 MD1499  ______________________________________________________________________
 MD1499* NAD 83(1997) POSITION- 41 30 20.32703(N) 085 22 13.82652(W)   ADJUSTED
 MD1499* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 MD1499  ______________________________________________________________________
 MD1499  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 MD1499  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 MD1499  HORZ ORDER      -  THIRD
 MD1499
 MD1499.The horizontal coordinates were established by classical geodetic methods
 MD1499.and adjusted by the National Geodetic Survey in May 1999.
 MD1499
 MD1499.The orthometric height was scaled from a topographic map.
 MD1499
 MD1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1499.GEOID18 height accuracy estimate available here.
 MD1499
 MD1499.Click photographs - Photos may exist for this station.
 MD1499
 MD1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1499
 MD1499. The following values were computed from the NAD 83(1997) position.
 MD1499
 MD1499;                    North         East     Units Scale Factor Converg.
 MD1499;SPC IN E     -   694,755.153   124,725.208   MT  0.99997419   +0 11 46.6
 MD1499;SPC IN E     - 2,279,375.86    409,202.62   sFT  0.99997419   +0 11 46.6
 MD1499;UTM  16      - 4,596,172.791   635,992.423   MT  0.99982759   +1 04 48.1
 MD1499
 MD1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1499!SPC IN E     -   0.99995974  x   0.99997419  =   0.99993394
 MD1499!UTM  16      -   0.99995974  x   0.99982759  =   0.99978734
 MD1499
 MD1499:                Primary Azimuth Mark                     Grid Az
 MD1499:SPC IN E     -  ROME AZ MK                               042 39 48.9
 MD1499:UTM  16      -  ROME AZ MK                               041 46 47.4
 MD1499
 MD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3599296172(NAD 83)
 MD1499
 MD1499|---------------------------------------------------------------------|
 MD1499| PID    Reference Object                     Distance      Geod. Az  |
 MD1499|                                                           dddmmss.s |
 MD1499| CD1155 ROME AZ MK                                         0425135.5 |
 MD1499| CD1156 ROME RM 1                            27.868 METERS 17748     |
 MD1499| MD1501 ROME CITY KNEIPP SPRINGS TANK       112.832 METERS 27741     |
 MD1499| CD1157 ROME RM 2                            26.182 METERS 29058     |
 MD1499|---------------------------------------------------------------------|
 MD1499
 MD1499                          SUPERSEDED SURVEY CONTROL
 MD1499
 MD1499  NAD 83(1995)-  41 30 20.32896(N)    085 22 13.83151(W) AD(       ) 3
 MD1499  NAD 83(1994)-  41 30 20.32763(N)    085 22 13.83790(W) AD(       ) 3
 MD1499  NAD 83(1986)-  41 30 20.32765(N)    085 22 13.83795(W) AD(       ) 3
 MD1499  NAD 27      -  41 30 20.15190(N)    085 22 13.91570(W) AD(       ) 3
 MD1499
 MD1499.Superseded values are not recommended for survey control.
 MD1499
 MD1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1499.See file dsdata.pdf to determine how the superseded data were derived.
 MD1499
 MD1499_MARKER: DS = TRIANGULATION STATION DISK
 MD1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1499_STAMPING: ROME 1946
 MD1499_MARK LOGO: CGS
 MD1499_PROJECTION: FLUSH
 MD1499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1499+STABILITY: SURFACE MOTION
 MD1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1499+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2013
 MD1499
 MD1499  HISTORY     - Date     Condition        Report By
 MD1499  HISTORY     - 1946     MONUMENTED       CGS
 MD1499  HISTORY     - 1960     GOOD             CGS
 MD1499  HISTORY     - 19930101 GOOD             INDNR
 MD1499  HISTORY     - 20131029 GOOD             INDIV
 MD1499
 MD1499                          STATION DESCRIPTION
 MD1499
 MD1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1499'THE STATION IS LOCATED ABOUT 0.7 MILE NORTH OF ROME CITY, ALONG STATE
 MD1499'HIGHWAY NO. 9.  IT IS 65 FEET WEST OF THE CENTERLINE OF STATE ROUTE 9
 MD1499'AND 45 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, LEADING TO KNEIPP
 MD1499'SPRINGS SANATARIUM.  THE MARK IS FLUSH AND THE DISK IS STAMPED ROME
 MD1499'1946.
 MD1499'
 MD1499'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF THE STATION.
 MD1499'IT IS 1 FOOT SOUTHEAST OF A WITNESS POST AND 19 FEET EAST OF THE
 MD1499'CENTERLINE OF A MACADAM ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK
 MD1499'IS STAMPED ROME 1946.
 MD1499'
 MD1499'REFERENCE MARK NO. 1 IS 91.43 FEET SOUTH OF THE STATION.  IT IS 42
 MD1499'FEET WEST OF THE CENTERLINE OF HIGHWAY NO. 9.  THE MARK IS FLUSH AND
 MD1499'THE DISK IS STAMPED ROME NO 1 1946.
 MD1499'
 MD1499'REFERENCE MARK NO. 2 IS 85.90 FEET WEST OF THE STATION.  IT IS 19 FEET
 MD1499'WEST OF THE CENTERLINE OF A PAVED ROAD, LEADING TO THE KNEIPP SPRINGS
 MD1499'SANATARIUM, AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD1499'DISK IS STAMPED ROME NO 2 1946.
 MD1499'
 MD1499'TO REACH THE STATION FROM THE LIMBERLOST FISHERIES IN ROME CITY, GO
 MD1499'NORTH ON STATE HIGHWAY NO. 9 FOR 0.7 MILE TO T ROAD LEFT, LEADING TO
 MD1499'KNEIPP SPRINGS SANATARIUM, AND STATION ON LEFT AS DESCRIBED.
 MD1499'
 MD1499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY NO. 9
 MD1499'FOR 0.4 MILE TO PAVED ROAD ON RIGHT, TURN RIGHT ON PAVED ROAD AND
 MD1499'CONTINUE FOR 0.3 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 MD1499'
 MD1499'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1499
 MD1499                          STATION RECOVERY (1960)
 MD1499
 MD1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1499'ABOUT 0.7 MILE N ALONG NO. 9 INDIANA HWY. FROM THE HEART OF ROME CITY,
 MD1499'112.82 METERS OR 370.1 FEET E OF KNEIPP SPRINGS SANATORIUM WATER TANK
 MD1499'(SEE DATA)  172 FEET S OF FENCE T-INTERSECTION, IN SMALL ROADSIDE
 MD1499'PARK, 76-1/2 FEET W OF CENTER LINE OF 20-FOOT CONCRETE HWY. PAVEMENT,
 MD1499'1.5 FEET HIGHER THAN SAME, STANDARD DISKS STAMPED ROME 1946, ARE SET
 MD1499'IN 1A AND 7A MARKS, THE UPPER MARK ABOUT 0.3 FOOT UNDERGROUND.
 MD1499'
 MD1499'REFERENCE STAMPED ROME NO 1 1946, NOTE 11A, FLUSH, IS 91.43 FEET OR
 MD1499'27.868 METERS S IN AZIMUTH 357 DEG. 47 MIN. FROM STATION, 205.4 FEET N
 MD1499'OF NE CORNER OF THE N COLUMN OF THE W ONE OF THREE PIERS SUPPORTING
 MD1499'BIDWELL ROAD BRIDGE OVER HWY., 45-1/2 FEET W OF CENTER LINE OF HWY.,
 MD1499'AND 1.8 FEET HIGHER THAN SAME.
 MD1499'
 MD1499'REFERENCE STAMPED ROME NO 2 1946, 0.3 FOOT BELOW THE GENERAL LEVEL OF
 MD1499'SHOULDER SLOPE OF ROAD, 83 FEET NE OF FENCE CORNER, 37-1/2 FEET E OF
 MD1499'FENCE T-INTERSECTION, 19 FEET W OF CENTER LINE OF ASPHALT ROAD, 0.1
 MD1499'FOOT LOWER THAN SAME, AND 8 FEET N OF PROJECTED LINE OF FENCE FROM THE
 MD1499'WEST, 85.90 FEET OR 26.182 METERS W IN AZ. 110 DEG. 57 MIN. FROM
 MD1499'STATION, NOTE 11A.
 MD1499'
 MD1499'AZIMUTH STAMPED ROME 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT 0.2
 MD1499'MILE NE FROM STATION AND REACHED BY GOING NORTH-NORTHWESTERLY ON NO. 9
 MD1499'HWY ABOUT 0.6 MILE THENCE SOUTHERLY ON ASPHALT COUNTY ROAD ABOUT 0.4
 MD1499'MILE, ABOUT 83 YARDS N OF NW CORNER OF CEMETERY AT SHARP ROAD CURVE,
 MD1499'46 FEET SW OF NW CORNER OF CONCRETE FOUNDATION OF BARN, 24 FEET S OF
 MD1499'PLANE OF N WALL OF SAME, 19 FEET E OF CENTER LINE OF ROAD, AND 1.6
 MD1499'FEET SSE OF STEEL WITNESS POST.
 MD1499
 MD1499                          STATION RECOVERY (1993)
 MD1499
 MD1499'RECOVERY NOTE BY IN DEPT OF NAT RES 1993 (RWW)
 MD1499'STATION MARK RECOVERED GOOD CONDITION, SANATARIUM IS NOW THE WAY BIBLE
 MD1499'COLLEGE.  AZIMUTH MARK NOT FOUND. REFERENCE MARK NOT SEARCHED FOR.
 MD1499'ROME CITY KNEIPP SPRINGS TANK VISIBLE FROM THE GROUND.
 MD1499
 MD1499                          STATION RECOVERY (2013)
 MD1499
 MD1499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DAB)
 MD1499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1454 ***********************************************************************
 HA1454  DESIGNATION -  ROME
 HA1454  PID         -  HA1454
 HA1454  STATE/COUNTY-  IN/PERRY
 HA1454  COUNTRY     -  US
 HA1454  USGS QUAD   -  ROME (2019)
 HA1454
 HA1454                         *CURRENT SURVEY CONTROL
 HA1454  ______________________________________________________________________
 HA1454* NAD 83(1997) POSITION- 37 57 32.88686(N) 086 32 14.97967(W)   ADJUSTED
 HA1454* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 HA1454  ______________________________________________________________________
 HA1454  GEOID HEIGHT    -        -32.457 (meters)                     GEOID18
 HA1454  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 HA1454  HORZ ORDER      -  FIRST
 HA1454
 HA1454.The horizontal coordinates were established by classical geodetic methods
 HA1454.and adjusted by the National Geodetic Survey in May 1999.
 HA1454
 HA1454.The orthometric height was scaled from a topographic map.
 HA1454
 HA1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1454.GEOID18 height accuracy estimate available here.
 HA1454
 HA1454.Click photographs - Photos may exist for this station.
 HA1454
 HA1454.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1454
 HA1454. The following values were computed from the NAD 83(1997) position.
 HA1454
 HA1454;                    North         East     Units Scale Factor Converg.
 HA1454;SPC IN W     -   301,098.893   947,967.552   MT  0.99999499   +0 20 08.7
 HA1454;SPC IN W     -   987,855.28  3,110,123.54   sFT  0.99999499   +0 20 08.7
 HA1454;SPC KY1Z     - 1,180,727.484 1,430,801.397   MT  0.99990598   -0 29 00.6
 HA1454;SPC KY1Z     - 3,873,770.09  4,694,220.92   sFT  0.99990598   -0 29 00.6
 HA1454;SPC KY S     -   680,717.712   430,794.537   MT  1.00000481   -0 28 39.3
 HA1454;SPC KY S     - 2,233,321.36  1,413,365.08   sFT  1.00000481   -0 28 39.3
 HA1454;UTM  16      - 4,201,381.874   540,629.391   MT  0.99962033   +0 17 04.2
 HA1454
 HA1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1454!SPC IN W     -   0.99996886  x   0.99999499  =   0.99996385
 HA1454!SPC KY1Z     -   0.99996886  x   0.99990598  =   0.99987485
 HA1454!SPC KY S     -   0.99996886  x   1.00000481  =   0.99997367
 HA1454!UTM  16      -   0.99996886  x   0.99962033  =   0.99958920
 HA1454
 HA1454:                Primary Azimuth Mark                     Grid Az
 HA1454:SPC IN W     -  ROME AZ MK                               181 54 46.1
 HA1454:SPC KY1Z     -  ROME AZ MK                               182 43 55.4
 HA1454:SPC KY S     -  ROME AZ MK                               182 43 34.1
 HA1454:UTM  16      -  ROME AZ MK                               181 57 50.6
 HA1454
 HA1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4062901381(NAD 83)
 HA1454
 HA1454|---------------------------------------------------------------------|
 HA1454| PID    Reference Object                     Distance      Geod. Az  |
 HA1454|                                                           dddmmss.s |
 HA1454| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.19.7 KM 0183615.4 |
 HA1454| CG9820 ROME AZ MK                                         1821454.8 |
 HA1454| HA1453 ADDISON MUNICIPAL TANK              APPROX. 5.5 KM 2091120.5 |
 HA1454| CG9821 ROME RM 1                            28.850 METERS 23904     |
 HA1454| JA1810 MARCHAND LOOKOUT TOWER              APPROX.13.9 KM 3334841.1 |
 HA1454| CG9822 ROME RM 2                            17.725 METERS 33936     |
 HA1454|---------------------------------------------------------------------|
 HA1454
 HA1454                          SUPERSEDED SURVEY CONTROL
 HA1454
 HA1454  NAD 83(1993)-  37 57 32.88847(N)    086 32 14.97986(W) AD(       ) 1
 HA1454  NAD 83(1986)-  37 57 32.89496(N)    086 32 14.98447(W) AD(       ) 1
 HA1454  NAD 27      -  37 57 32.67700(N)    086 32 15.06400(W) AD(       ) 1
 HA1454
 HA1454.Superseded values are not recommended for survey control.
 HA1454
 HA1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1454.See file dsdata.pdf to determine how the superseded data were derived.
 HA1454
 HA1454_MARKER: DS = TRIANGULATION STATION DISK
 HA1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1454_STAMPING: ROME 1946
 HA1454_MARK LOGO: CGS
 HA1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1454+STABILITY: SURFACE MOTION
 HA1454
 HA1454  HISTORY     - Date     Condition        Report By
 HA1454  HISTORY     - 1946     MONUMENTED       CGS
 HA1454  HISTORY     - 1950     GOOD             CGS
 HA1454
 HA1454                          STATION DESCRIPTION
 HA1454
 HA1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1454'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF ROME, 4-1/2 MILES
 HA1454'SOUTH OF DERBY AND ABOUT 1/2 MILE WEST OF THE OHIO RIVER, ON TOP OF
 HA1454'A HIGH TIMBERED HILL.  IT IS 22 FEET SOUTH OF A TRIANGULAR BLAZE ON A
 HA1454'10 INCH CEDAR TREE AND 35 FEET NORTHEAST OF A 15 INCH OAK TREE.
 HA1454'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROME 1946.
 HA1454'
 HA1454'REFERENCE MARK NO. 1 IS 94.65 FEET SOUTHWEST OF THE STATION.  IT IS 6
 HA1454'FEET WEST OF AN 8 INCH OAK TREE.  THE MARK PROJECTS ABOUT 4
 HA1454'INCHES AND THE DISK IS STAMPED ROME NO 1 1946.
 HA1454'
 HA1454'REFERENCE MARK NO. 2 IS 85.15 FEET NORTHWEST OF THE STATION.  IT IS
 HA1454'37 FEET NORTHWEST OF A TRIANGULAR BLAZE ON A 10 INCH CEDAR TREE.
 HA1454'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROME NO 2
 HA1454'1946.
 HA1454'
 HA1454'AZIMUTH MARK IS ABOUT ONE MILE SOUTH OF THE STATION.  IT IS 16 FEET
 HA1454'NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 4 FEET WEST OF A
 HA1454'WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 HA1454'ABOUT 4 INCHES AND THE DISK IS STAMPED ROME 1946.
 HA1454'
 HA1454'TO REACH THE STATION FROM ROME GO NORTHERLY ON GRAVEL ROAD FOR 0.8
 HA1454'MILE TO STATE HIGHWAY 66, TURN NORTH WITH HIGHWAY 66 GO 0.4 MILE TO
 HA1454'A T-ROAD LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD 0.4 MILE TO THE AZ
 HA1454'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A DIM
 HA1454'WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW DIM ROAD 0.8 MILE TO THE
 HA1454'HIGHEST POINT AND STATION.
 HA1454'
 HA1454'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1454
 HA1454                          STATION RECOVERY (1950)
 HA1454
 HA1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1454'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HA1454'GOOD CONDITION.  DISTANCE TO REFERENCE MARK NO.2 FAILED TO CHECK.
 HA1454'OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 HA1454'
 HA1454'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1501 ***********************************************************************
 MD1501  DESIGNATION -  ROME CITY KNEIPP SPRINGS TANK
 MD1501  PID         -  MD1501
 MD1501  STATE/COUNTY-  IN/NOBLE
 MD1501  COUNTRY     -  US
 MD1501  USGS QUAD   -  WOLCOTTVILLE (2019)
 MD1501
 MD1501                         *CURRENT SURVEY CONTROL
 MD1501  ______________________________________________________________________
 MD1501* NAD 83(1997) POSITION- 41 30 20.81592(N) 085 22 18.64812(W)   ADJUSTED
 MD1501  ______________________________________________________________________
 MD1501  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD1501  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 MD1501  HORZ ORDER      -  THIRD
 MD1501
 MD1501.The horizontal coordinates were established by classical geodetic methods
 MD1501.and adjusted by the National Geodetic Survey in May 1999.
 MD1501
 MD1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1501.GEOID18 height accuracy estimate available here.
 MD1501
 MD1501.Click photographs - Photos may exist for this station.
 MD1501
 MD1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1501
 MD1501. The following values were computed from the NAD 83(1997) position.
 MD1501
 MD1501;                    North         East     Units Scale Factor Converg.
 MD1501;SPC IN E     -   694,769.854   124,613.341   MT  0.99997412   +0 11 43.4
 MD1501;SPC IN E     - 2,279,424.10    408,835.60   sFT  0.99997412   +0 11 43.4
 MD1501;UTM  16      - 4,596,185.762   635,880.358   MT  0.99982722   +1 04 44.9
 MD1501
 MD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3588096185(NAD 83)
 MD1501
 MD1501                          SUPERSEDED SURVEY CONTROL
 MD1501
 MD1501  NAD 83(1995)-  41 30 20.81785(N)    085 22 18.65319(W) AD(       ) 3
 MD1501  NAD 83(1994)-  41 30 20.81654(N)    085 22 18.65958(W) AD(       ) 3
 MD1501  NAD 83(1986)-  41 30 20.81656(N)    085 22 18.65967(W) AD(       ) 3
 MD1501  NAD 27      -  41 30 20.64100(N)    085 22 18.73700(W) AD(       ) 3
 MD1501
 MD1501.Superseded values are not recommended for survey control.
 MD1501
 MD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1501.See file dsdata.pdf to determine how the superseded data were derived.
 MD1501
 MD1501_MARKER: 53 = ELEVATED TANK
 MD1501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1501
 MD1501  HISTORY     - Date     Condition        Report By
 MD1501  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1501  HISTORY     - 1960     GOOD             CGS
 MD1501  HISTORY     - 19920101 GOOD             LOCENG
 MD1501
 MD1501                          STATION DESCRIPTION
 MD1501
 MD1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1501'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF ROME CITY ON THE GROUNDS
 MD1501'OF KNEIPP SPRINGS
 MD1501'SANITARIUM.  IT IS A CONICAL SHAPE TANK OF STEEL CONSTRUCTION,
 MD1501'SUPPORTED BY FOUR STEEL LEGS.  IT IS
 MD1501'ABOUT 150 FEET HIGH, PAINTED GRAY WITH THE LEGEND KNEIPP SPRINGS
 MD1501'PAINTED IN LARGE BLACK LETTERS ON THE
 MD1501'SOUTH AND NORTH SIDE OF THE TANK.  THE POINT OBSERVED
 MD1501'ON WAS THE SMALL BALL AT THE APEX OF THE ROOF OF THE
 MD1501'TANK.
 MD1501
 MD1501                          STATION RECOVERY (1960)
 MD1501
 MD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1501'RECOVERED AS DESCRIBED REPORTEDLY AND EVIDENTLY UNCHANGED.
 MD1501
 MD1501                          STATION RECOVERY (1992)
 MD1501
 MD1501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCW)
 MD1501'STATION RECOVERED.  THE KNEIPP SPRINGS SANATARIUM IS NOW THE WAY BIBLE
 MD1501'COLLEGE.  TANK IS VISIBLE FROM NEARBY STATION ROME 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1957 ***********************************************************************
 KA1957  DESIGNATION -  ROMINE
 KA1957  PID         -  KA1957
 KA1957  STATE/COUNTY-  IN/MORGAN
 KA1957  COUNTRY     -  US
 KA1957  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA1957
 KA1957                         *CURRENT SURVEY CONTROL
 KA1957  ______________________________________________________________________
 KA1957* NAD 83(1997) POSITION- 39 33 24.72267(N) 086 25 02.85994(W)   ADJUSTED
 KA1957* NAVD 88 ORTHO HEIGHT -   286.    (meters)      938.    (feet) SCALED
 KA1957  ______________________________________________________________________
 KA1957  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 KA1957  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 KA1957  HORZ ORDER      -  FIRST
 KA1957
 KA1957.The horizontal coordinates were established by classical geodetic methods
 KA1957.and adjusted by the National Geodetic Survey in May 1999.
 KA1957
 KA1957.The orthometric height was scaled from a topographic map.
 KA1957
 KA1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1957.GEOID18 height accuracy estimate available here.
 KA1957
 KA1957.Click photographs - Photos may exist for this station.
 KA1957
 KA1957.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1957
 KA1957. The following values were computed from the NAD 83(1997) position.
 KA1957
 KA1957;                    North         East     Units Scale Factor Converg.
 KA1957;SPC IN W     -   478,529.871   957,225.586   MT  1.00000697   +0 25 26.6
 KA1957;SPC IN W     - 1,569,976.75  3,140,497.61   sFT  1.00000697   +0 25 26.6
 KA1957;UTM  16      - 4,378,737.743   550,045.445   MT  0.99963083   +0 22 15.6
 KA1957
 KA1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1957!SPC IN W     -   0.99996031  x   1.00000697  =   0.99996728
 KA1957!UTM  16      -   0.99996031  x   0.99963083  =   0.99959115
 KA1957
 KA1957:                Primary Azimuth Mark                     Grid Az
 KA1957:SPC IN W     -  HALL                                     263 04 59.7
 KA1957:UTM  16      -  HALL                                     263 08 10.7
 KA1957
 KA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5004578737(NAD 83)
 KA1957
 KA1957|---------------------------------------------------------------------|
 KA1957| PID    Reference Object                     Distance      Geod. Az  |
 KA1957|                                                           dddmmss.s |
 KA1957| KA1950 LOUISVILLE CHICAGO AWY BCN 9        APPROX.19.3 KM 1003803.6 |
 KA1957| CD1160 ROMINE RM 2                          29.810 METERS 21353     |
 KA1957| KA2003 HALL                                APPROX.10.3 KM 2633026.3 |
 KA1957| KA2004 INDIANAPOLIS ST LOU AWY BCN 21      APPROX.20.0 KM 2953148.9 |
 KA1957| CD1159 ROMINE RM 1                          24.965 METERS 35107     |
 KA1957| KA1960 INDIANAPOLIS ST LOU AWY BCN 22      APPROX.14.8 KM 3531703.8 |
 KA1957|---------------------------------------------------------------------|
 KA1957
 KA1957                          SUPERSEDED SURVEY CONTROL
 KA1957
 KA1957  NAD 83(1986)-  39 33 24.72751(N)    086 25 02.85915(W) AD(       ) 1
 KA1957  NAD 27      -  39 33 24.55500(N)    086 25 02.88200(W) AD(       ) 1
 KA1957
 KA1957.Superseded values are not recommended for survey control.
 KA1957
 KA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1957.See file dsdata.pdf to determine how the superseded data were derived.
 KA1957
 KA1957_MARKER: DS = TRIANGULATION STATION DISK
 KA1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1957_STAMPING: ROMINE 1939
 KA1957_MARK LOGO: CGS
 KA1957_PROJECTION: RECESSED 30 CENTIMETERS
 KA1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1957+STABILITY: SURFACE MOTION
 KA1957
 KA1957  HISTORY     - Date     Condition        Report By
 KA1957  HISTORY     - 1939     MONUMENTED       CGS
 KA1957  HISTORY     - 1970     MARK NOT FOUND   NGS
 KA1957
 KA1957                          STATION DESCRIPTION
 KA1957
 KA1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1957'THE STATION IS LOCATED ABOUT 5 MILES SSE OF MOORESVILLE, 4 MILES ESE
 KA1957'OF MONROVIA, ON PROPERTY OWNED BY MR. ROMINE.  THE MARK IS 12
 KA1957'INCHES BELOW GROUND LEVEL AND SET IN THE SW CORNER OF A YOUNG APPLE
 KA1957'ORCHARD, 40 FEET E OF THE CENTER LINE OF N-S ROAD, 14 FEET NW BY
 KA1957'W OF THE APPLE TREE IN THE SW CORNER OF THE ORCHARD, 40 FEET N OF A
 KA1957'WIRE FENCE AND 24 FEET NE OF BOULDER IN THE E DITCH LINE OF THE
 KA1957'ROAD. THE DISK IS STAMPED ROMINE 1939.
 KA1957'
 KA1957'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KA1957'SET IN CONCRETE.
 KA1957'
 KA1957'REFERENCE MARK NO. 1 IS N OF THE STATION, 21 FEET E OF THE CENTER
 KA1957'LINE OF THE ROAD, AND IN THE E RIGHT-OF-WAY LINE.  THE MARK
 KA1957'PROJECTS 3 INCHES AND IS STAMPED ROMINE NO. 1, 1939.
 KA1957'
 KA1957'REF.  NO. 2 IS SW OF THE STATION 14 FEET W OF THE CENTER LINE OF
 KA1957'N-S ROAD, 35 FEET S OF CENTER LINE OF T-ROAD W, 5 FEET S OF A
 KA1957'TELEPHONE POLE, AND 1.5 FEET S BY E OF A STANDARD REFERENCE POST. THE
 KA1957'MARK PROJECTS 4 INCHES AND IS STAMPED ROMINE NO. 2 1939.
 KA1957'
 KA1957'IT WAS IMPOSSIBLE TO ESTABLISH AN AZIMUTH MARK BECAUSE OF
 KA1957'SURROUNDING TREES.
 KA1957'
 KA1957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 42 IN
 KA1957'MOORESVILLE GO SW ON STATE HIGHWAY 42 FOR 2.1 MILES TO T-ROAD
 KA1957'LEFT - THIS POINT IS 4.5 MILES E OF MONROVIA - TURN LEFT AND GO S AND
 KA1957'W ON WINDING GRAVEL ROAD FOR 2.6 MILES TO T-ROAD LEFT, TURN
 KA1957'LEFT AND GO 0.5 MILE TO STATION ON LEFT AND T-ROAD RIGHT.
 KA1957'
 KA1957'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA1957
 KA1957                          STATION RECOVERY (1970)
 KA1957
 KA1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KA1957'REFERENCE MARKS 1 AND 2 WERE FOUND UPROOTED AND THE DISKS WERE
 KA1957'SALVAGED.  THE STATION SITE WAS VISITED TWICE AND NO TRACE OF THE
 KA1957'STATION MARK COULD BE FOUND AFTER A LOT OF PROBING.  HOWEVER MR.
 KA1957'HOMER CLARK WHO FARMS THE AREA SINCE THE APPLE TREES WERE GRADED OUT
 KA1957'SAID THAT IN THE SPRING WHEN HE PLOWS THE AREA THAT HE WILL
 KA1957'GRADUALLY PLOW TO THE DEPTH THAT THE STATION MARK IS THOUGHT TO BE
 KA1957'AND WILL MARK THE POINT WITH A WITNESS POST IF HE COMES IN
 KA1957'CONTACT WITH ANY CONCRETE AT ALL.  IF MR. CLARK DOES FIND
 KA1957'ANYTHING THEN THE STATION WILL BE OCCUPIED AND ADDITIONAL
 KA1957'REFERENCE MARKS SET AND NEW TIES MADE SINCE THE STATION SITE HAS
 KA1957'COMPLETELY CHANGE IN THE LAST FEW YEARS.
 KA1957'
 KA1957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KA1957'SOUTHEAST OF MOORESVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2578 ***********************************************************************
 LB2578  DESIGNATION -  ROMNEY
 LB2578  PID         -  LB2578
 LB2578  STATE/COUNTY-  IN/TIPPECANOE
 LB2578  COUNTRY     -  US
 LB2578  USGS QUAD   -  LINDEN (2019)
 LB2578
 LB2578                         *CURRENT SURVEY CONTROL
 LB2578  ______________________________________________________________________
 LB2578* NAD 83(1997) POSITION- 40 14 02.09327(N) 086 54 19.19912(W)   ADJUSTED
 LB2578* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 LB2578  ______________________________________________________________________
 LB2578  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB2578  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 LB2578  HORZ ORDER      -  THIRD
 LB2578
 LB2578.The horizontal coordinates were established by classical geodetic methods
 LB2578.and adjusted by the National Geodetic Survey in May 1999.
 LB2578
 LB2578.The orthometric height was scaled from a topographic map.
 LB2578
 LB2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2578.GEOID18 height accuracy estimate available here.
 LB2578
 LB2578.Click photographs - Photos may exist for this station.
 LB2578
 LB2578.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2578
 LB2578. The following values were computed from the NAD 83(1997) position.
 LB2578
 LB2578;                    North         East     Units Scale Factor Converg.
 LB2578;SPC IN W     -   553,505.139   915,147.634   MT  0.99996949   +0 06 53.9
 LB2578;SPC IN W     - 1,815,958.11  3,002,446.86   sFT  0.99996949   +0 06 53.9
 LB2578;UTM  16      - 4,453,724.296   508,053.099   MT  0.99960080   +0 03 40.1
 LB2578
 LB2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2578!SPC IN W     -   0.99996840  x   0.99996949  =   0.99993790
 LB2578!UTM  16      -   0.99996840  x   0.99960080  =   0.99956922
 LB2578
 LB2578:                Primary Azimuth Mark                     Grid Az
 LB2578:SPC IN W     -  ROMNEY AZ MK                             009 58 57.5
 LB2578:UTM  16      -  ROMNEY AZ MK                             010 02 11.3
 LB2578
 LB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0805353724(NAD 83)
 LB2578
 LB2578|---------------------------------------------------------------------|
 LB2578| PID    Reference Object                     Distance      Geod. Az  |
 LB2578|                                                           dddmmss.s |
 LB2578| CD1161 ROMNEY AZ MK                                       0100551.4 |
 LB2578| CD1162 ROMNEY RM 1                          27.737 METERS 06204     |
 LB2578| CD1163 ROMNEY RM 2                          37.457 METERS 15414     |
 LB2578|---------------------------------------------------------------------|
 LB2578
 LB2578                          SUPERSEDED SURVEY CONTROL
 LB2578
 LB2578  NAD 83(1986)-  40 14 02.10062(N)    086 54 19.21085(W) AD(       ) 3
 LB2578  NAD 27      -  40 14 01.97420(N)    086 54 19.18240(W) AD(       ) 3
 LB2578
 LB2578.Superseded values are not recommended for survey control.
 LB2578
 LB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2578.See file dsdata.pdf to determine how the superseded data were derived.
 LB2578
 LB2578_MARKER: DS = TRIANGULATION STATION DISK
 LB2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2578_STAMPING: ROMNEY 1948
 LB2578_MARK LOGO: CGS
 LB2578_PROJECTION: RECESSED 25 CENTIMETERS
 LB2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2578+STABILITY: SURFACE MOTION
 LB2578
 LB2578  HISTORY     - Date     Condition        Report By
 LB2578  HISTORY     - 1948     MONUMENTED       CGS
 LB2578
 LB2578                          STATION DESCRIPTION
 LB2578
 LB2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2578'STATION IS LOCATED ABOUT 1 MILE SOUTH OF ROMNEY AND ABOUT 0.05 MILE
 LB2578'WEST OF STATE HIGHWAY 43.  IT IS 122 FEET NORTHWEST OF A WHITE
 LB2578'WITNESS POST, 115 FEET NORTH OF A FENCE AND 91 FEET WEST OF THE
 LB2578'SOUTHWEST CORNER OF A BARN.  THE MARK IS ABOUT 10 INCHES BELOW THE
 LB2578'SURFACE OF THE GROUND AND THE DISK IS STAMPED ROMNEY 1948.
 LB2578'
 LB2578'REFERENCE MARK NO. 1 IS 91.00 FEET NORTHEAST OF STATION.  IT IS
 LB2578'1 FOOT WEST OF THE WEST END OF A BARN.  THE MARK PROJECTS ABOUT 2
 LB2578'INCHES AND THE DISK IS STAMPED ROMNEY NO 1 1948.
 LB2578'
 LB2578'REFERENCE MARK NO. 2 IS 122.89 FEET SOUTHEAST OF THE STATION.  IT
 LB2578'IS 130 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN AND 3 FEET EAST
 LB2578'OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LB2578'DISK IS STAMPED ROMNEY NO 2 1948.
 LB2578'
 LB2578'AZIMUTH MARK IS 0.45 MILE NORTH OF STATION.  IT IS 29 FEET EAST
 LB2578'OF CENTER OF STATE HIGHWAY 43, 21 FEET NORTH OF A FENCE CORNER AND
 LB2578'3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 LB2578'INCHES AND THE DISK IS STAMPED ROMNEY 1948.
 LB2578'
 LB2578'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 28
 LB2578'ON THE NORTH EDGE OF ROMNEY, GO SOUTH ON HIGHWAY 43 FOR 1.25 MILES
 LB2578'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY
 LB2578'FOR 0.45 MILE TO DRIVEWAY INTO FARM ON RIGHT, TURN RIGHT AND GO
 LB2578'WEST ON DRIVEWAY THROUGH GATE AT SOUTH END OF BARN FOR ABOUT 0.05
 LB2578'MILE TO THE TOP OF KNOLL AND STATION AS DESCRIBED.
 LB2578'
 LB2578'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1721 ***********************************************************************
 JA1721  DESIGNATION -  ROOF
 JA1721  PID         -  JA1721
 JA1721  STATE/COUNTY-  IN/HARRISON
 JA1721  COUNTRY     -  US
 JA1721  USGS QUAD   -  PALMYRA (2019)
 JA1721
 JA1721                         *CURRENT SURVEY CONTROL
 JA1721  ______________________________________________________________________
 JA1721* NAD 83(1997) POSITION- 38 23 10.06965(N) 086 01 59.97887(W)   ADJUSTED
 JA1721* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 JA1721  ______________________________________________________________________
 JA1721  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 JA1721  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JA1721  HORZ ORDER      -  SECOND
 JA1721
 JA1721.The horizontal coordinates were established by classical geodetic methods
 JA1721.and adjusted by the National Geodetic Survey in May 1999.
 JA1721
 JA1721.The orthometric height was scaled from a topographic map.
 JA1721
 JA1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1721.GEOID18 height accuracy estimate available here.
 JA1721
 JA1721.Click photographs - Photos may exist for this station.
 JA1721
 JA1721.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1721
 JA1721. The following values were computed from the NAD 83(1997) position.
 JA1721
 JA1721;                    North         East     Units Scale Factor Converg.
 JA1721;SPC IN E     -   348,416.779    67,965.890   MT  0.99997930   -0 13 39.7
 JA1721;SPC IN E     - 1,143,097.38    222,984.76   sFT  0.99997930   -0 13 39.7
 JA1721;UTM  16      - 4,249,100.675   584,425.253   MT  0.99968778   +0 36 01.1
 JA1721
 JA1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1721!SPC IN E     -   0.99996242  x   0.99997930  =   0.99994172
 JA1721!UTM  16      -   0.99996242  x   0.99968778  =   0.99965021
 JA1721
 JA1721:                Primary Azimuth Mark                     Grid Az
 JA1721:SPC IN E     -  ROOF AZ MK                               108 07 16.0
 JA1721:UTM  16      -  ROOF AZ MK                               107 17 35.2
 JA1721
 JA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8442549100(NAD 83)
 JA1721
 JA1721|---------------------------------------------------------------------|
 JA1721| PID    Reference Object                     Distance      Geod. Az  |
 JA1721|                                                           dddmmss.s |
 JA1721| CG9823 ROOF AZ MK                                         1075336.3 |
 JA1721| CG9824 ROOF RM 1                            25.612 METERS 22333     |
 JA1721| CG9825 ROOF RM 2                            29.825 METERS 35202     |
 JA1721|---------------------------------------------------------------------|
 JA1721
 JA1721                          SUPERSEDED SURVEY CONTROL
 JA1721
 JA1721  NAD 83(1993)-  38 23 10.07105(N)    086 01 59.98009(W) AD(       ) 2
 JA1721  NAD 83(1986)-  38 23 10.07400(N)    086 01 59.98493(W) AD(       ) 2
 JA1721  NAD 27      -  38 23 09.84200(N)    086 02 00.08700(W) AD(       ) 2
 JA1721
 JA1721.Superseded values are not recommended for survey control.
 JA1721
 JA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1721.See file dsdata.pdf to determine how the superseded data were derived.
 JA1721
 JA1721_MARKER: DS = TRIANGULATION STATION DISK
 JA1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1721_STAMPING: ROOF 1946
 JA1721_MARK LOGO: CGS
 JA1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1721+STABILITY: SURFACE MOTION
 JA1721
 JA1721  HISTORY     - Date     Condition        Report By
 JA1721  HISTORY     - 1946     MONUMENTED       CGS
 JA1721  HISTORY     - 1947     GOOD             CGS
 JA1721
 JA1721                          STATION DESCRIPTION
 JA1721
 JA1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1721'STATION IS 4.5 MILES EAST FROM THE HIGHWAY JUNCTION IN PALMYRA, BY
 JA1721'WAY OF U.S. HIGHWAY 150.  IT IS ABOUT 100 YARDS NORTH OF THE 12 MILE
 JA1721'RESTAURANT, 40 FEET EAST OF A FENCE, AND 30 FEET NORTH OF THE
 JA1721'NORTHWEST CORNER OF A BARN.  THE MARK PROJECTS 3 INCHES AND THE
 JA1721'DISK STAMPED ROOF 1946.
 JA1721'
 JA1721'REFERENCE MARK NO. 1 IS 84.03 FEET SOUTHWEST OF THE STATION, IN A
 JA1721'FENCELINE, AND 43 FEET WEST OF THE BARN.  THE MARK PROJECTS 6 INCHES
 JA1721'AND THE DISK IS STAMPED ROOF NO 1 1946.
 JA1721'
 JA1721'REFERENCE MARK NO. 2 IS 97.85 FEET NORTH OF THE STATION, IN A
 JA1721'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1721'ROOF NO 2 1946.
 JA1721'
 JA1721'AZIMUTH MARK IS 1.0 MILE EAST OF THE STATION, 50 FEET NORTH OF
 JA1721'U.S. HIGHWAY 150, ABOUT 115 FEET NORTHEAST OF A POWER LINE, AND 3
 JA1721'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA1721'AND THE DISK IS STAMPED ROOF 1946.
 JA1721'
 JA1721'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1721
 JA1721                          STATION RECOVERY (1947)
 JA1721
 JA1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1721'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  NO
 JA1721'ADDITIONAL MARKS WERE ESTABLISHED.  SURFACE, UNDERGROUND, REFERENCE,
 JA1721'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE. THE
 JA1721'ORIGINAL DESCRIPTION IS ADEQUATE. A COMPLETE DESCRIPTION FOLLOWS--
 JA1721'
 JA1721'STATION IS 4.5 MILES EAST FROM THE HIGHWAY JUNCTION IN PALMYRA VIA
 JA1721'U.S. HIGHWAY 150, ABOUT 100 YARDS NORTH OF THE 12 MILE RESTAURANT,
 JA1721'40 FEET EAST OF A FENCE, AND 30 FEET NORTH OF THE NORTHWEST CORNER
 JA1721'OF A BARN OWNED BY A MRS. ROOF.  THE MARK PROJECTS 3 INCHES, AND
 JA1721'THE DISK IS STAMPED ROOF 1946.
 JA1721'
 JA1721'REFERENCE MARK NO. 1 IS 84.03 FEET SOUTHWEST OF THE STATION, IN A
 JA1721'FENCELINE, AND 43 FEET WEST OF THE BARN.  THE MARK PROJECTS 6
 JA1721'INCHES, AND THE DISK IS STAMPED ROOF NO 1 1946.
 JA1721'
 JA1721'REFERENCE MARK NO. 2 IS 97.85 FEET NORTH OF THE STATION, IN A
 JA1721'FENCELINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JA1721'ROOF NO 2 1946.
 JA1721'
 JA1721'AZIMUTH MARK IS 1.0 MILE EAST-SOUTHEAST OF THE STATION, ABOUT 115
 JA1721'FEET NORTHEAST OF A POWER LINE, 50 FEET NORTH OF THE CENTERLINE OF
 JA1721'THE HIGHWAY, AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 JA1721'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ROOF 1946.
 JA1721'
 JA1721'HEIGHT OF LIGHT - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2252 ***********************************************************************
 ME2252  DESIGNATION -  ROOSE
 ME2252  PID         -  ME2252
 ME2252  STATE/COUNTY-  IN/ST JOSEPH
 ME2252  COUNTRY     -  US
 ME2252  USGS QUAD   -  LAKEVILLE (2019)
 ME2252
 ME2252                         *CURRENT SURVEY CONTROL
 ME2252  ______________________________________________________________________
 ME2252* NAD 83(1997) POSITION- 41 35 42.30282(N) 086 15 30.61420(W)   ADJUSTED
 ME2252* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 ME2252  ______________________________________________________________________
 ME2252  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME2252  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 ME2252  HORZ ORDER      -  THIRD
 ME2252
 ME2252.The horizontal coordinates were established by classical geodetic methods
 ME2252.and adjusted by the National Geodetic Survey in May 1999.
 ME2252
 ME2252.The orthometric height was scaled from a topographic map.
 ME2252
 ME2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2252.GEOID18 height accuracy estimate available here.
 ME2252
 ME2252.Click photographs - Photos may exist for this station.
 ME2252
 ME2252.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2252
 ME2252. The following values were computed from the NAD 83(1997) position.
 ME2252
 ME2252;                    North         East     Units Scale Factor Converg.
 ME2252;SPC IN E     -   704,815.018    50,657.743   MT  0.99999662   -0 23 34.5
 ME2252;SPC IN E     - 2,312,380.60    166,199.61   sFT  0.99999662   -0 23 34.5
 ME2252;UTM  16      - 4,605,085.937   561,796.915   MT  0.99964699   +0 29 32.2
 ME2252
 ME2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2252!SPC IN E     -   0.99996345  x   0.99999662  =   0.99996007
 ME2252!UTM  16      -   0.99996345  x   0.99964699  =   0.99961045
 ME2252
 ME2252:                Primary Azimuth Mark                     Grid Az
 ME2252:SPC IN E     -  ROOSE AZ MK                              008 45 52.3
 ME2252:UTM  16      -  ROOSE AZ MK                              007 52 45.6
 ME2252
 ME2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6179605085(NAD 83)
 ME2252
 ME2252|---------------------------------------------------------------------|
 ME2252| PID    Reference Object                     Distance      Geod. Az  |
 ME2252|                                                           dddmmss.s |
 ME2252| CM4490 ROOSE AZ MK                                        0082217.8 |
 ME2252| ME2229 S BEND S MOORE MUNICIPAL TANK       APPROX. 5.0 KM 0132327.6 |
 ME2252| CM4491 ROOSE RM 1                            7.225 METERS 01323     |
 ME2252| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX. 6.6 KM 0495655.8 |
 ME2252| ME2204 S BEND RADIO STA WSBT MAST 1        APPROX. 4.2 KM 0555644.1 |
 ME2252| CM4492 ROOSE RM 2                           10.542 METERS 19010     |
 ME2252|---------------------------------------------------------------------|
 ME2252
 ME2252                          SUPERSEDED SURVEY CONTROL
 ME2252
 ME2252  NAD 83(1994)-  41 35 42.30507(N)    086 15 30.61880(W) AD(       ) 3
 ME2252  NAD 83(1986)-  41 35 42.30547(N)    086 15 30.62015(W) AD(       ) 3
 ME2252  NAD 27      -  41 35 42.13070(N)    086 15 30.59450(W) AD(       ) 3
 ME2252
 ME2252.Superseded values are not recommended for survey control.
 ME2252
 ME2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2252.See file dsdata.pdf to determine how the superseded data were derived.
 ME2252
 ME2252_MARKER: DS = TRIANGULATION STATION DISK
 ME2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2252_STAMPING: ROOSE 1952
 ME2252_MARK LOGO: CGS
 ME2252_PROJECTION: FLUSH
 ME2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2252+STABILITY: SURFACE MOTION
 ME2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2252+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 ME2252
 ME2252  HISTORY     - Date     Condition        Report By
 ME2252  HISTORY     - 1952     MONUMENTED       CGS
 ME2252  HISTORY     - 1984     GOOD             USPSQD
 ME2252  HISTORY     - 20060309 GOOD             INDIV
 ME2252
 ME2252                          STATION DESCRIPTION
 ME2252
 ME2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2252'STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 31 JUST NORTH
 ME2252'OF THE INTERSECTION OF ROOSEVELT ROAD
 ME2252'ABOUT 5 MILES SOUTH OF SOUTH BEND AND ABOUT 4-1/2 MILES NORTH
 ME2252'OF LAKEVILLE.  IT IS 145 FEET NORTH
 ME2252'OF THE INTERSECTION, 53 FEET EAST OF THE CENTER OF
 ME2252'THE HIGHWAY, 4 FEET NORTHWEST OF A WHITE WITNESS POST
 ME2252'AND 3 FEET WEST OF A MESH-WIRE
 ME2252'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ROOSE 1952.
 ME2252'
 ME2252'REFERENCE MARK NO. 1 IS 53 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 ME2252'FEET WEST OF THE FENCE AND 1
 ME2252'FOOT WEST OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2252'ROOSE NO 1 1952.
 ME2252'
 ME2252'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2252'1 FOOT WEST OF THE FENCE.  THE
 ME2252'MARK IS FLUSH AND THE DISK IS STAMPED ROOSE NO 2 1952.
 ME2252'
 ME2252'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF HIGHWAY 31, 2 FEET
 ME2252'SOUTH OF A WHITE WITNESS POST
 ME2252'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2252'STAMPED ROOSE 1952.
 ME2252'
 ME2252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2252'HIGHWAY 4, ABOUT 1/2 MILE
 ME2252'NORTH OF LAKEVILLE, GO NORTH ON HIGHWAY 31 FOR 4.1 MILES TO THE
 ME2252'STATION ON THE RIGHT AS DESCRIBED.
 ME2252'CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 ME2252'MARK ON THE LEFT AS DESCRIBED.
 ME2252'
 ME2252'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2252
 ME2252                          STATION RECOVERY (1984)
 ME2252
 ME2252'RECOVERY NOTE BY US POWER SQUADRON 1984 (AHH)
 ME2252'ROOSE 1952 FOUND GOOD.
 ME2252'
 ME2252'STATION DESCRIPTION AS STATED.
 ME2252'
 ME2252'ROOSE NO 1 1952 FOUND GOOD.
 ME2252'
 ME2252'DESCRIPTION AS STATED.
 ME2252'
 ME2252'ROOSE NO 2 1952 FOUND GOOD.
 ME2252'
 ME2252'DESCRIPTION AS STATED.
 ME2252'
 ME2252'ROOSE 1952 AZ MK FOUND GOOD.
 ME2252'
 ME2252'AZIMUTH DESCRIPTION AS STATED EXCEPT DELETE REFERENCE TO FENCE FENCE
 ME2252'NON-EXISTENT PLUS CORRECTION MARK IS TWO FEET NORTH OF WHITE WITNESS
 ME2252'POST.
 ME2252
 ME2252                          STATION RECOVERY (2006)
 ME2252
 ME2252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2252'MARK IS NOW 0.2FT BELOW GRADE, 1FT WEST OF ORANGE CARSONITE WITNESS
 ME2252'POST, AND 24FT SOUTHWEST OF UTILITY POLE J370-74.  ALSO, MESH-WIRE
 ME2252'FENCE IS GONE, BUT POSTS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2483 ***********************************************************************
 ME2483  DESIGNATION -  ROOSEVELT
 ME2483  PID         -  ME2483
 ME2483  STATE/COUNTY-  IN/LAKE
 ME2483  COUNTRY     -  US
 ME2483  USGS QUAD   -  GARY (2019)
 ME2483
 ME2483                         *CURRENT SURVEY CONTROL
 ME2483  ______________________________________________________________________
 ME2483* NAD 83(1997) POSITION- 41 34 30.40844(N) 087 20 46.65979(W)   ADJUSTED
 ME2483* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 ME2483  ______________________________________________________________________
 ME2483  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 ME2483  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 ME2483  HORZ ORDER      -  FIRST
 ME2483
 ME2483.The horizontal coordinates were established by classical geodetic methods
 ME2483.and adjusted by the National Geodetic Survey in May 1999.
 ME2483
 ME2483.The orthometric height was scaled from a topographic map.
 ME2483
 ME2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2483.GEOID18 height accuracy estimate available here.
 ME2483
 ME2483.Click photographs - Photos may exist for this station.
 ME2483
 ME2483.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2483
 ME2483. The following values were computed from the NAD 83(1997) position.
 ME2483
 ME2483;                    North         East     Units Scale Factor Converg.
 ME2483;SPC IN W     -   702,461.259   878,069.870   MT  0.99997258   -0 10 28.2
 ME2483;SPC IN W     - 2,304,658.31  2,880,800.90   sFT  0.99997258   -0 10 28.2
 ME2483;UTM  16      - 4,602,661.204   471,130.712   MT  0.99961026   -0 13 47.3
 ME2483
 ME2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2483!SPC IN W     -   0.99997643  x   0.99997258  =   0.99994901
 ME2483!UTM  16      -   0.99997643  x   0.99961026  =   0.99958670
 ME2483
 ME2483:                Primary Azimuth Mark                     Grid Az
 ME2483:SPC IN W     -  ROOSEVELT AZ MK                          092 18 25.4
 ME2483:UTM  16      -  ROOSEVELT AZ MK                          092 21 44.5
 ME2483
 ME2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7113002661(NAD 83)
 ME2483
 ME2483|---------------------------------------------------------------------|
 ME2483| PID    Reference Object                     Distance      Geod. Az  |
 ME2483|                                                           dddmmss.s |
 ME2483| ME2492 GARY NORTH MUNICIPAL TANK           APPROX. 1.1 KM 0283928.2 |
 ME2483| CM4494 ROOSEVELT RM 1                       28.483 METERS 03353     |
 ME2483| CM4493 ROOSEVELT AZ MK                                    0920757.2 |
 ME2483| ME2493 GARY ROOSEVELT HS CUPOLA            138.945 METERS 14028     |
 ME2483| ME2486 GARY SOUTH MUNICIPAL TANK           APPROX. 3.6 KM 1642703.0 |
 ME2483| CM4495 ROOSEVELT RM 2                       29.708 METERS 17841     |
 ME2483|---------------------------------------------------------------------|
 ME2483
 ME2483                          SUPERSEDED SURVEY CONTROL
 ME2483
 ME2483  NAD 83(1994)-  41 34 30.41405(N)    087 20 46.66615(W) AD(       ) 1
 ME2483  NAD 83(1986)-  41 34 30.41408(N)    087 20 46.66612(W) AD(       ) 1
 ME2483  NAD 27      -  41 34 30.28840(N)    087 20 46.53500(W) AD(       ) 1
 ME2483
 ME2483.Superseded values are not recommended for survey control.
 ME2483
 ME2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2483.See file dsdata.pdf to determine how the superseded data were derived.
 ME2483
 ME2483_MARKER: DS = TRIANGULATION STATION DISK
 ME2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2483_STAMPING: ROOSEVELT 1952
 ME2483_MARK LOGO: CGS
 ME2483_PROJECTION: FLUSH
 ME2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2483+STABILITY: SURFACE MOTION
 ME2483
 ME2483  HISTORY     - Date     Condition        Report By
 ME2483  HISTORY     - 1952     MONUMENTED       CGS
 ME2483  HISTORY     - 1959     GOOD             USGS
 ME2483  HISTORY     - 1977     MARK NOT FOUND   BRADY
 ME2483  HISTORY     - 1978     MARK NOT FOUND   NGS
 ME2483  HISTORY     - 20210512 MARK NOT FOUND   IN-089
 ME2483
 ME2483                          STATION DESCRIPTION
 ME2483
 ME2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2483'STATION IS LOCATED ON THE GROUNDS OF THE ROOSEVELT HIGH SCHOOL AT THE
 ME2483'INTERSECTION OF HARRISON STREET
 ME2483'AND 24TH AVENUE IN THE SOUTH CENTRAL PART OF GARY.  IT IS 317 FEET
 ME2483'NORTHWEST OF THE NORTHWEST CORNER OF
 ME2483'THE SCHOOL BUILDING, 50 FEET EAST OF THE INTERSECTION
 ME2483'AND 18 FEET EAST OF A HIGH STEEL FENCE.  THE MARK IS
 ME2483'FLUSH AND THE DISK IS
 ME2483'STAMPED ROOSEVELT 1952.
 ME2483'
 ME2483'REFERENCE MARK NO. 1 IS 72 FEET EAST OF THE CENTER OF HARRISON STREET
 ME2483'AND 40 FEET EAST OF THE FENCE.
 ME2483'THE MARK IS FLUSH AND THE DISK IS STAMPED ROOSEVELT NO 1 1952.
 ME2483'
 ME2483'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE CENTER OF HARRISON STREET
 ME2483'AND 1 FOOT WEST OF THE FENCE.
 ME2483'THE MARK IS FLUSH AND THE DISK IS STAMPED ROOSEVELT NO 2 1952.
 ME2483'
 ME2483'AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MADISON
 ME2483'STREET AND 24TH AVENUE, 30
 ME2483'FEET SOUTHWEST OF THE INTERSECTION, 1 FOOT SOUTH OF A WHITE WITNESS
 ME2483'POST AND 1 FOOT WEST OF A POWER
 ME2483'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2483'IS STAMPED ROOSEVELT 1952.
 ME2483'
 ME2483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS SCHOOL
 ME2483'GROUNDS TO THE NORTHEAST
 ME2483'CORNER OF THE SCHOOL BUILDING.  GO NORTH ON DIRT STREET FOR 0.05 MILE
 ME2483'TO 24TH AVENUE.  TURN RIGHT AND
 ME2483'GO EAST ON 24TH AVENUE FOR 0.15 MILE TO THE INTERSECTION
 ME2483'OF MADISON STREET AND THE MARK AS DESCRIBED.
 ME2483'
 ME2483'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2483
 ME2483                          STATION RECOVERY (1959)
 ME2483
 ME2483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ME2483'STATION IS 53 FEET NE OF STREET INTERSECTION.
 ME2483'STEEL FENCE HAS
 ME2483'BEEN REMOVED.
 ME2483
 ME2483                          STATION RECOVERY (1977)
 ME2483
 ME2483'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME2483'DID NOT FIND ANY MARKS.
 ME2483'
 ME2483'STATION MOST LIKELY UNDER NEW ASPHALT PARKING LOT.  NEW SCHOOL
 ME2483'BUILDING BLOCKS ANY VIEW TO EAST AND TO CUPOLA ON SCHOOL.
 ME2483'
 ME2483'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. PART OF GARY.
 ME2483
 ME2483                          STATION RECOVERY (1978)
 ME2483
 ME2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME2483'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE NOT
 ME2483'FOUND.  THE STATION IS PROBALLY NOW UNDER THE PAVEMENT OF A PARKING
 ME2483'LOT OF ROOSEVELT HIGH SCHOOL.  APPROXIMATELY 1 HOUR WAS SPENT IN
 ME2483'THE SEARCH OF STATION DURING SCHOOL HOURS.
 ME2483'
 ME2483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTH PART
 ME2483'OF GARY.
 ME2483
 ME2483                          STATION RECOVERY (2021)
 ME2483
 ME2483'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME2483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1859 ***********************************************************************
 KA1859  DESIGNATION -  ROSE
 KA1859  PID         -  KA1859
 KA1859  STATE/COUNTY-  IN/VIGO
 KA1859  COUNTRY     -  US
 KA1859  USGS QUAD   -  TERRE HAUTE (2019)
 KA1859
 KA1859                         *CURRENT SURVEY CONTROL
 KA1859  ______________________________________________________________________
 KA1859* NAD 83(1997) POSITION- 39 28 16.69661(N) 087 22 43.27796(W)   ADJUSTED
 KA1859* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KA1859  ______________________________________________________________________
 KA1859  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 KA1859  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 KA1859  HORZ ORDER      -  SECOND
 KA1859
 KA1859.The horizontal coordinates were established by classical geodetic methods
 KA1859.and adjusted by the National Geodetic Survey in May 1999.
 KA1859
 KA1859.The orthometric height was scaled from a topographic map.
 KA1859
 KA1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1859.GEOID18 height accuracy estimate available here.
 KA1859
 KA1859.Click photographs - Photos may exist for this station.
 KA1859
 KA1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1859
 KA1859. The following values were computed from the NAD 83(1997) position.
 KA1859
 KA1859;                    North         East     Units Scale Factor Converg.
 KA1859;SPC IN W     -   468,860.419   874,585.890   MT  0.99997462   -0 11 15.9
 KA1859;SPC IN W     - 1,538,252.89  2,869,370.54   sFT  0.99997462   -0 11 15.9
 KA1859;UTM  16      - 4,369,148.312   467,427.321   MT  0.99961306   -0 14 26.6
 KA1859
 KA1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1859!SPC IN W     -   0.99998131  x   0.99997462  =   0.99995593
 KA1859!UTM  16      -   0.99998131  x   0.99961306  =   0.99959437
 KA1859
 KA1859:                Primary Azimuth Mark                     Grid Az
 KA1859:SPC IN W     -  ROSE AZ MK                               183 00 35.9
 KA1859:UTM  16      -  ROSE AZ MK                               183 03 46.6
 KA1859
 KA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6742769148(NAD 83)
 KA1859
 KA1859|---------------------------------------------------------------------|
 KA1859| PID    Reference Object                     Distance      Geod. Az  |
 KA1859|                                                           dddmmss.s |
 KA1859| CM4497 ROSE RM 1                            34.275 METERS 12424     |
 KA1859| CM4496 ROSE AZ MK                                         1824920.0 |
 KA1859| KA1073 TT 16 D                              23.272 METERS 19747     |
 KA1859| KA1852 TERRE HAUTE IND GAS CHEM N STK      APPROX. 3.0 KM 2090340.2 |
 KA1859| KA1851 TERRE HAUTE PENNA UNION DEPOT       APPROX. 2.1 KM 2761946.8 |
 KA1859|---------------------------------------------------------------------|
 KA1859
 KA1859                          SUPERSEDED SURVEY CONTROL
 KA1859
 KA1859  NAD 83(1986)-  39 28 16.70285(N)    087 22 43.27015(W) AD(       ) 2
 KA1859  NAD 27      -  39 28 16.57050(N)    087 22 43.19580(W) AD(       ) 2
 KA1859
 KA1859.Superseded values are not recommended for survey control.
 KA1859
 KA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1859.See file dsdata.pdf to determine how the superseded data were derived.
 KA1859
 KA1859_MARKER: DS = TRIANGULATION STATION DISK
 KA1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1859_STAMPING: ROSE 1947
 KA1859_MARK LOGO: CGS
 KA1859_PROJECTION: FLUSH
 KA1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1859+STABILITY: SURFACE MOTION
 KA1859
 KA1859  HISTORY     - Date     Condition        Report By
 KA1859  HISTORY     - 1947     MONUMENTED       CGS
 KA1859  HISTORY     - 1950     GOOD             LOCENG
 KA1859  HISTORY     - 1955     GOOD             CGS
 KA1859  HISTORY     - 1965     MARK NOT FOUND   LOCENG
 KA1859  HISTORY     - 1965     MARK NOT FOUND   CGS
 KA1859
 KA1859                          STATION DESCRIPTION
 KA1859
 KA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1859'STATION IS IN EAST END OF TERRE HAUTE, 1.5 MILES EAST OF JUNCTION OF
 KA1859'U.S. HIGHWAYS 40 AND 41 VIA U.S. HIGHWAY 40,ON THE GROUNDS OF
 KA1859'THE CHAUNCEY ROSE SCHOOL, 145 FEET NORTH OF CENTERLINE OF HIGHWAY 40,
 KA1859'AND 63 FEET EAST OF APPROXIMATE CENTERLINE OF N. 25TH STREET. THE
 KA1859'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ROSE 1947.
 KA1859'
 KA1859'REFERENCE MARK NO. 1 IS 112.45 FEET EAST-SOUTHEAST OF STATION AND 63
 KA1859'FEET NORTH OF CENTERLINE OF HIGHWAY 40. THE MARK PROJECTS 1 INCH,
 KA1859'AND THE DISK IS STAMPED ROSE NO 1 1947.
 KA1859'
 KA1859'TT 16D 1938 U.S.G.S., USED AS A SECOND REFERENCE MARK, IS 76.35 FEET
 KA1859'SOUTH-SOUTHWEST OF STATION AND 38 FEET EAST OF APPROXIMATE
 KA1859'CENTERLINE OF N. 25TH STREET. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1859'THE DISK IS STAMPED TT 16D 1938 5039.
 KA1859'
 KA1859'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION, 21 FEET WEST OF
 KA1859'APPROXIMATE CENTERLINE OF TRUCK ROUTE FOR U.S. HIGHWAY 40, AND 2
 KA1859'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 3 INCHES, AND
 KA1859'THE DISK IS STAMPED ROSE 1947.
 KA1859'
 KA1859'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON TRUCK ROUTE 40 FOR
 KA1859'0.3 MILE TO AZIMUTH MARK ON RIGHT.
 KA1859'
 KA1859'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1859
 KA1859                          STATION RECOVERY (1950)
 KA1859
 KA1859'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (EJC)
 KA1859'LETTER OF MR. E.J. COX CONSTR. ENGR., NEWLIN-JOHNSON DEVELOPMENT CO.,
 KA1859'TERRE HAUTE, INDIANA, DATED JANUARY 25, 1950-
 KA1859'
 KA1859'THE AZIMUTH MARK, LOCATED 140 FEET S OF WARREN ST., AND 1307 FEET S
 KA1859'OF WABASH AVE., WHICH IS U.S. ROUTE 40, WAS LOWERED DUE TO
 KA1859'THE CONSTRUCTION OF A DRIVEWAY.
 KA1859
 KA1859                          STATION RECOVERY (1955)
 KA1859
 KA1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1859'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS
 KA1859'ADEQUATE EXCEPT FOR THE AZIMUTH MARK WHICH WAS FOUND WITH
 KA1859'DIFFICULTY. THIS PART OF THE DESCRIPTION SHOULD READ AS FOLLOWS- THE
 KA1859'AZIMUTH MARK IS 0.2 MILE SOUTHOF THE STATION, 20 FEET WEST OF THE
 KA1859'CENTERLINE OF 25TH STREET, IN THE CONCRETE DRIVEWAY APRON OF HOUSE
 KA1859'NUMBER 211. MARKED BY A STANDARD DISK, STAMPED ROSE 1947, SET IN
 KA1859'THE TOP OF A CONCRETE POST. IT IS IN A 6-INCH DIAMETER HOLE IN THE
 KA1859'CONCRETE APRON AND 1 INCH BELOW THE APRON SURFACE.
 KA1859
 KA1859                          STATION RECOVERY (1965)
 KA1859
 KA1859'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (HER)
 KA1859'STATION ROSE REFERENCE MARK NO 1 NOT FOUND.  GRADING WITHIN THE AREA
 KA1859'FOR NEW CONSTRUCTION HAS APPARANTLY DESTROYED BOTH THE STATION
 KA1859'MARKER AND REFERENCE NO 1 DATA ON REFERENCE NO 2 ATTACHED.
 KA1859'
 KA1859'IT IS POSSIBLE THAT THE STATION MARKER IS COVERED WITH BUILDING
 KA1859'MATERIALS - BUT DOUBTFUL.  LOCATION SEARCH WAS MADE BY CHAINING.
 KA1859'WILL ATTEMPT TO CONTACT CONTRACTOR AND MOVE MATERIALS, BUT MARKER
 KA1859'MUST BE PRESUMED DESTROYED.
 KA1859
 KA1859                          STATION RECOVERY (1965)
 KA1859
 KA1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KA1859'THE STATION, R.M. NO. 1 AND TT 16D (U.S.G.S.) WERE DESTROYED BY
 KA1859'CONSTRUCTION OF A NEW DRIVE-IN RESTAURANT.  THE FORMER LOCATION OF
 KA1859'THE STATION MARK IS UNDER CONCRETE PARKING AREA.
 KA1859'
 KA1859'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN 1955 AND IT WAS FOUND
 KA1859'IN GOOD CONDITION.  THIS MARK WAS LEFT IN PLACE IS IS IN A CONCRETE
 KA1859'DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1881 ***********************************************************************
 JA1881  DESIGNATION -  ROSE BANK
 JA1881  PID         -  JA1881
 JA1881  STATE/COUNTY-  IN/DUBOIS
 JA1881  COUNTRY     -  US
 JA1881  USGS QUAD   -  HUNTINGBURG (2019)
 JA1881
 JA1881                         *CURRENT SURVEY CONTROL
 JA1881  ______________________________________________________________________
 JA1881* NAD 83(1997) POSITION- 38 20 15.09159(N) 086 55 24.04662(W)   ADJUSTED
 JA1881* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 JA1881  ______________________________________________________________________
 JA1881  GEOID HEIGHT    -        -32.395 (meters)                     GEOID18
 JA1881  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 JA1881  HORZ ORDER      -  FIRST
 JA1881
 JA1881.The horizontal coordinates were established by classical geodetic methods
 JA1881.and adjusted by the National Geodetic Survey in May 1999.
 JA1881
 JA1881.The orthometric height was scaled from a topographic map.
 JA1881
 JA1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1881.GEOID18 height accuracy estimate available here.
 JA1881
 JA1881.Click photographs - Photos may exist for this station.
 JA1881
 JA1881.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1881
 JA1881. The following values were computed from the NAD 83(1997) position.
 JA1881
 JA1881;                    North         East     Units Scale Factor Converg.
 JA1881;SPC IN W     -   342,970.105   913,986.945   MT  0.99996908   +0 05 57.3
 JA1881;SPC IN W     - 1,125,227.75  2,998,638.84   sFT  0.99996908   +0 05 57.3
 JA1881;UTM  16      - 4,243,268.027   506,699.029   MT  0.99960055   +0 02 51.2
 JA1881
 JA1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1881!SPC IN W     -   0.99997639  x   0.99996908  =   0.99994547
 JA1881!UTM  16      -   0.99997639  x   0.99960055  =   0.99957695
 JA1881
 JA1881:                Primary Azimuth Mark                     Grid Az
 JA1881:SPC IN W     -  ROSE BANK AZ MK                          212 17 16.4
 JA1881:UTM  16      -  ROSE BANK AZ MK                          212 20 22.5
 JA1881
 JA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0669943268(NAD 83)
 JA1881
 JA1881|---------------------------------------------------------------------|
 JA1881| PID    Reference Object                     Distance      Geod. Az  |
 JA1881|                                                           dddmmss.s |
 JA1881| CG9830 ROSE BANK RM 1                       25.852 METERS 19501     |
 JA1881| CG9829 ROSE BANK AZ MK                                    2122313.7 |
 JA1881| JA1875 HUNTINGBURG SALEM EVAN REF CH       APPROX. 5.5 KM 2135419.5 |
 JA1881| CG9831 ROSE BANK RM 2                       34.927 METERS 30605     |
 JA1881| JA1883 JASPER ST JOSEPHS CATH CH           APPROX. 6.5 KM 3530209.4 |
 JA1881| JA1897 JASPER LIGHT AND WATER STACK        APPROX. 6.1 KM 3580933.3 |
 JA1881|---------------------------------------------------------------------|
 JA1881
 JA1881                          SUPERSEDED SURVEY CONTROL
 JA1881
 JA1881  NAD 83(1993)-  38 20 15.09550(N)    086 55 24.04883(W) AD(       ) 1
 JA1881  NAD 83(1986)-  38 20 15.09873(N)    086 55 24.04962(W) AD(       ) 1
 JA1881  NAD 27      -  38 20 14.90800(N)    086 55 24.06000(W) AD(       ) 1
 JA1881
 JA1881.Superseded values are not recommended for survey control.
 JA1881
 JA1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1881.See file dsdata.pdf to determine how the superseded data were derived.
 JA1881
 JA1881_MARKER: DS = TRIANGULATION STATION DISK
 JA1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1881_STAMPING: ROSE BANK 1946
 JA1881_MARK LOGO: CGS
 JA1881_PROJECTION: RECESSED 38 CENTIMETERS
 JA1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1881+STABILITY: SURFACE MOTION
 JA1881
 JA1881  HISTORY     - Date     Condition        Report By
 JA1881  HISTORY     - 1946     MONUMENTED       CGS
 JA1881
 JA1881                          STATION DESCRIPTION
 JA1881
 JA1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1881'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HUNTINGBURG, 4 MILES
 JA1881'SOUTH OF JASPER AND 0.5 MILE SOUTHWEST OF THE ROSE BANK SCHOOL ON
 JA1881'PROPERTY OWNED BY HAROLD BREIDENBAUGH.  THE MARK IS 15 INCHES BELOW
 JA1881'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ROSE BANK 1946.
 JA1881'
 JA1881'REFERENCE MARK NO 1 IS 84.82 FEET SOUTH OF THE STATION ON THE SOUTH
 JA1881'SLOPE OF THE HILL AND 2 FEET NORTH OF A STANDARD REFERENCE POST.  THE
 JA1881'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROSE BANK NO 1 1946.
 JA1881'
 JA1881'REFERENCE MARK NO 2 IS 114.59 FEET NORTHWEST OF THE STATION, 1 FOOT
 JA1881'EAST OF A FENCE LINE AND 4 FEET NORTHEAST OF A 7 INCH SASSAFRAS TREE.
 JA1881'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROSE BANK NO 2
 JA1881'1946.
 JA1881'
 JA1881'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHWEST OF THE STATION,
 JA1881'21 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2.5 FEET NORTH OF A
 JA1881'STANDARD REFERENCE POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK
 JA1881'PROJECTS 6 INCHES AND THE DISK IS STAMPED ROSE BANK 1946.
 JA1881'
 JA1881'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 45 IN
 JA1881'HUNTINGBURG, GO NORTH ON 45 FOR 1.6 MILES TO A GRAVEL SIDE ROAD RIGHT,
 JA1881'TURN RIGHT AND GO EAST FOR 0.75 MILE TO A RAILROAD CROSSING, CROSS
 JA1881'TRACKS AND CONTINUE EAST FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND GO
 JA1881'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, THENCE STRAIGHT AHEAD OR
 JA1881'NORTH FOR 0.5 MILE TO A SIDE ROAD RIGHT, GO RIGHT, GO RIGHT OR EAST
 JA1881'FOR 0.35 MILE TO A FARM CROSSROAD, GO LEFT IN A NORTHWESTERLY
 JA1881'DIRECTION ACROSS MEADOW TO TOP OF HILL AND THE STATION.
 JA1881'
 JA1881'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2194 ***********************************************************************
 ME2194  DESIGNATION -  ROSELAND
 ME2194  PID         -  ME2194
 ME2194  STATE/COUNTY-  IN/ST JOSEPH
 ME2194  COUNTRY     -  US
 ME2194  USGS QUAD   -  NILES EAST (2017)
 ME2194
 ME2194                         *CURRENT SURVEY CONTROL
 ME2194  ______________________________________________________________________
 ME2194* NAD 83(1997) POSITION- 41 45 37.33102(N) 086 14 47.95612(W)   ADJUSTED
 ME2194* NAVD 88 ORTHO HEIGHT -   226.    (meters)      741.    (feet) SCALED
 ME2194  ______________________________________________________________________
 ME2194  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 ME2194  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 ME2194  HORZ ORDER      -  SECOND
 ME2194
 ME2194.The horizontal coordinates were established by classical geodetic methods
 ME2194.and adjusted by the National Geodetic Survey in May 1999.
 ME2194
 ME2194.The orthometric height was scaled from a topographic map.
 ME2194
 ME2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2194.GEOID18 height accuracy estimate available here.
 ME2194
 ME2194.Click photographs - Photos may exist for this station.
 ME2194
 ME2194.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2194
 ME2194. The following values were computed from the NAD 83(1997) position.
 ME2194
 ME2194;                    North         East     Units Scale Factor Converg.
 ME2194;SPC IN E     -   723,165.592    51,769.220   MT  0.99999528   -0 23 10.6
 ME2194;SPC IN E     - 2,372,585.78    169,846.18   sFT  0.99999528   -0 23 10.6
 ME2194;UTM  16      - 4,623,445.116   562,624.020   MT  0.99964826   +0 30 06.3
 ME2194
 ME2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2194!SPC IN E     -   0.99996985  x   0.99999528  =   0.99996513
 ME2194!UTM  16      -   0.99996985  x   0.99964826  =   0.99961812
 ME2194
 ME2194:                Primary Azimuth Mark                     Grid Az
 ME2194:SPC IN E     -  ADAMS                                    104 22 36.1
 ME2194:UTM  16      -  ADAMS                                    103 29 19.2
 ME2194
 ME2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6262423445(NAD 83)
 ME2194
 ME2194|---------------------------------------------------------------------|
 ME2194| PID    Reference Object                     Distance      Geod. Az  |
 ME2194|                                                           dddmmss.s |
 ME2194| CM4499 ROSELAND RM 1                        26.155 METERS 03143     |
 ME2194| ME2196 ADAMS                               APPROX. 3.4 KM 1035925.5 |
 ME2194| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX. 6.4 KM 1741626.0 |
 ME2194| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX.11.1 KM 1754225.8 |
 ME2194| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX. 9.5 KM 2060939.9 |
 ME2194| CM4498 ROSELAND AZ MK                                     2241051.0 |
 ME2194| CM4500 ROSELAND RM 2                        23.469 METERS 29641     |
 ME2194|---------------------------------------------------------------------|
 ME2194
 ME2194                          SUPERSEDED SURVEY CONTROL
 ME2194
 ME2194  NAD 83(1994)-  41 45 37.33159(N)    086 14 47.95899(W) AD(       ) 2
 ME2194  NAD 83(1986)-  41 45 37.33217(N)    086 14 47.96107(W) AD(       ) 2
 ME2194  NAD 27      -  41 45 37.15890(N)    086 14 47.93590(W) AD(       ) 2
 ME2194
 ME2194.Superseded values are not recommended for survey control.
 ME2194
 ME2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2194.See file dsdata.pdf to determine how the superseded data were derived.
 ME2194
 ME2194_MARKER: DS = TRIANGULATION STATION DISK
 ME2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2194_STAMPING: ROSELAND 1952
 ME2194_MARK LOGO: CGS
 ME2194_PROJECTION: PROJECTING
 ME2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2194+STABILITY: SURFACE MOTION
 ME2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2194+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 ME2194
 ME2194  HISTORY     - Date     Condition        Report By
 ME2194  HISTORY     - 1952     MONUMENTED       CGS
 ME2194  HISTORY     - 1957     GOOD             CGS
 ME2194  HISTORY     - 1967     GOOD             BRADY
 ME2194  HISTORY     - 1975     GOOD             NGS
 ME2194  HISTORY     - 20060912 GOOD             CMT
 ME2194
 ME2194                          STATION DESCRIPTION
 ME2194
 ME2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2194'STATION IS LOCATED ABOUT 6 MILES NORTH OF SOUTH BEND AND 3 MILES NORTH
 ME2194'OF ROSELAND ON PROPERTY OWNED BY MR. LEWIS BROWN.  IT IS 54 FEET SOUTH
 ME2194'OF THE CENTER OF THE INDIANA-MICHIGAN STATE LINE ROAD, 35 FEET EAST OF
 ME2194'THE CENTER OF A DRIVEWAY AND 6 FEET SOUTH OF A WHITE WITNESS POST.
 ME2194'THE MARK IS FLUSH AND THE DISK IS STAMPED ROSELAND 1952.
 ME2194'
 ME2194'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE ROAD, 4
 ME2194'FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE CORNER.  THE
 ME2194'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROSELAND NO 1 1952.
 ME2194'
 ME2194'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE ROAD AND 5
 ME2194'FEET SOUTHWEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 ME2194'IS STAMPED ROSELAND NO 2 1952.
 ME2194'
 ME2194'AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF U.S. HIGHWAY NOS. 33 AND
 ME2194'35, 3 FEET NORTH OF A WHITE WITNESS POST, 2 FEET NORTH OF A POWER LINE
 ME2194'POLE AND 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  THE MARK IS
 ME2194'FLUSH AND THE DISK IS STAMPED ROSELAND 1952.
 ME2194'
 ME2194'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS NOS. 33
 ME2194'AND 35 AND 20 IN SOUTH BEND, GO NORTH ON HIGHWAY NOS. 33 AND 35 FOR
 ME2194'2.3 MILES TO THE TOWN OF ROSELAND, CONTINUE ON THE HIGHWAY FOR 3.0
 ME2194'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE
 ME2194'HIGHWAY FOR 0.2 MILE TO THE STATE LINE ROAD, TURN RIGHT AND GO 0.3
 ME2194'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2194'
 ME2194'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2194
 ME2194                          STATION RECOVERY (1957)
 ME2194
 ME2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2194'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2194'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 ME2194'THE GROUND AT THE STATION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ME2194
 ME2194                          STATION RECOVERY (1967)
 ME2194
 ME2194'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 ME2194'RECOVERED BY BRADY LAND SURVEYING ROSELAND 1952 FOUND IN GOOD
 ME2194'CONDITION.  DESCRIPTION CHANGE- SHOULD BE U.S. HWY 31, NOT U.S. HWY
 ME2194'33.  NO SEARCH MADE FOR REFERENCE MARKS OR AZIMUTH MARK.
 ME2194
 ME2194                          STATION RECOVERY (1975)
 ME2194
 ME2194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2194'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 ME2194'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND COULD
 ME2194'POSSIBLY BE DESTROYED AS THERE HAS BEEN A NEW PARKING LOT AND
 ME2194'CONSTRUCTION AT THE SITE OF THE MARK AND ALL REFERENCE POINTS ARE
 ME2194'MISSING.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 ME2194'BETWEEN THE MARKS WAS 2 MINUTES 50 SECONDS LESS THAN THE 1952
 ME2194'OBSERVATIONS.  THERE WAS NO PLACE TO SET A NEW AZIMUTH MARK OR ANY
 ME2194'OBJECT TO SET ONE FROM.  DUE TO ROAD CHANGES A NEW DESCRIPTION
 ME2194'FOLLOWS.
 ME2194'
 ME2194'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF INDIANA-MICHIGAN STATE
 ME2194'LINE ROAD AND ON PROPERTY OWNED BY A MR. LEWIS BROWN WHO RESIDES AT
 ME2194'THE STATION SITE.  IT IS 125 FEET WEST OF THE CENTERLINE OF DELFT
 ME2194'AVENUE, 55 FEET SOUTH OF THE CENTERLINE OF STATE LINE ROAD, 35 FEET
 ME2194'EAST OF THE CENTERLINE OF A DRIVEWAY AND 5 FEET SOUTH OF A WOODEN
 ME2194'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 ME2194'ROSELAND 1952.
 ME2194'
 ME2194'TO REACH THE STATION FROM THE INTERSECTION OF THE INDIANA TOLL ROAD
 ME2194'AND U.S. HIGHWAYS 31 AND 33 AT THE SOUTH EDGE OF ROSELAND, GO NORTH ON
 ME2194'HIGHWAYS 31 AND 33 FOR 3.65 MILES TO STATE LINE ROAD.  TURN RIGHT AND
 ME2194'GO EAST ON STATE LINE ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT
 ME2194'AS DESCRIBED.
 ME2194'
 ME2194'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37
 ME2194'FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO A NURSING HOME AND 4 FEET
 ME2194'WEST OF TELEPHONE POLE NO. 1215.  THE MONUMENT IS 2 INCHES UNDERGROUND
 ME2194'AND THE DISK IS STAMPED ROSELAND NO 1 1952.
 ME2194'
 ME2194'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 21
 ME2194'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF POWER POLE
 ME2194'NO. 247 AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 ME2194'PROJECTS 1 INCH AND THE DISK IS STAMPED ROSELAND NO 2 1952.
 ME2194'
 ME2194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 ME2194'ROSELAND.
 ME2194
 ME2194                          STATION RECOVERY (2006)
 ME2194
 ME2194'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 ME2194'UNDER TREES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2549 ***********************************************************************
 ME2549  DESIGNATION -  ROSELAWN
 ME2549  PID         -  ME2549
 ME2549  STATE/COUNTY-  IN/NEWTON
 ME2549  COUNTRY     -  US
 ME2549  USGS QUAD   -  SHELBY (2019)
 ME2549
 ME2549                         *CURRENT SURVEY CONTROL
 ME2549  ______________________________________________________________________
 ME2549* NAD 83(1997) POSITION- 41 08 42.64697(N) 087 16 41.16616(W)   ADJUSTED
 ME2549* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 ME2549  ______________________________________________________________________
 ME2549  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 ME2549  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 ME2549  HORZ ORDER      -  THIRD
 ME2549
 ME2549.The horizontal coordinates were established by classical geodetic methods
 ME2549.and adjusted by the National Geodetic Survey in May 1999.
 ME2549
 ME2549.The orthometric height was scaled from a topographic map.
 ME2549
 ME2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2549.GEOID18 height accuracy estimate available here.
 ME2549
 ME2549.Click photographs - Photos may exist for this station.
 ME2549
 ME2549.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2549
 ME2549. The following values were computed from the NAD 83(1997) position.
 ME2549
 ME2549;                    North         East     Units Scale Factor Converg.
 ME2549;SPC IN W     -   654,698.922   883,649.677   MT  0.99996996   -0 07 41.3
 ME2549;SPC IN W     - 2,147,958.05  2,899,107.32   sFT  0.99996996   -0 07 41.3
 ME2549;UTM  16      - 4,554,910.857   476,662.604   MT  0.99960670   -0 10 58.7
 ME2549
 ME2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2549!SPC IN W     -   0.99997109  x   0.99996996  =   0.99994105
 ME2549!UTM  16      -   0.99997109  x   0.99960670  =   0.99957780
 ME2549
 ME2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7666254910(NAD 83)
 ME2549
 ME2549|---------------------------------------------------------------------|
 ME2549| PID    Reference Object                     Distance      Geod. Az  |
 ME2549|                                                           dddmmss.s |
 ME2549| ME2552 ROSELAWN 2                          377.210 METERS 10418     |
 ME2549| CM4506 ROSELAWN RM 1                        29.262 METERS 23253     |
 ME2549| CM4507 ROSELAWN RM 2                        30.044 METERS 33244     |
 ME2549|---------------------------------------------------------------------|
 ME2549
 ME2549                          SUPERSEDED SURVEY CONTROL
 ME2549
 ME2549  NAD 83(1986)-  41 08 42.65137(N)    087 16 41.17279(W) AD(       ) 3
 ME2549  NAD 27      -  41 08 42.51870(N)    087 16 41.07780(W) AD(       ) 3
 ME2549
 ME2549.Superseded values are not recommended for survey control.
 ME2549
 ME2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2549.See file dsdata.pdf to determine how the superseded data were derived.
 ME2549
 ME2549_MARKER: DS = TRIANGULATION STATION DISK
 ME2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2549_STAMPING: ROSELAWN 1953
 ME2549_MARK LOGO: CGS
 ME2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2549+STABILITY: SURFACE MOTION
 ME2549
 ME2549  HISTORY     - Date     Condition        Report By
 ME2549  HISTORY     - 1952     MONUMENTED       CGS
 ME2549  HISTORY     - 1968     GOOD             CGS
 ME2549  HISTORY     - 1975     GOOD             NGS
 ME2549  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME2549
 ME2549                          STATION DESCRIPTION
 ME2549
 ME2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2549'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THAYER, 2 MILES EAST OF
 ME2549'ROSELAWN AND 0.15 MILE WEST OF
 ME2549'THE JASPER-NEWTON COUNTY LINE, ON PROPERTY OF MR. WILLIAM O. SAGE.
 ME2549'IT IS ON A WOODED RIDGE ABOUT 400
 ME2549'FEET NORTH OF STATE HIGHWAY 10, 27 FEET EAST OF A 16
 ME2549'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST
 ME2549'SIDE, 24 FEET NORTHWEST OF A 24 INCH
 ME2549'OAK TREE WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE AND 6 FEET
 ME2549'NORTHWEST OF A WHITE WITNESS
 ME2549'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2549'ROSELAWN 1952.
 ME2549'
 ME2549'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF A 30 INCH OAK TREE AND
 ME2549'32 FEET SOUTH OF A GROUP OF
 ME2549'SMALL MULBERRY TREES.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ME2549'IS STAMPED ROSELAWN NO 1 1952.
 ME2549'
 ME2549'REFERENCE MARK NO. 2 IS 25 FEET NORTHEAST OF A 30 INCH OAK TREE AND 8
 ME2549'FEET SOUTHEAST OF A TWIN 6 INCH
 ME2549'CATALPA TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2549'STAMPED ROSELAWN NO 2 1952.
 ME2549'
 ME2549'NO AZIMUTH MARK WAS SET AT THIS STATION.
 ME2549'
 ME2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 10,
 ME2549'WHICH IS ABOUT 2 MILES SOUTH OF
 ME2549'THAYER, GO EAST ON HIGHWAY 10 FOR 1.1 MILES TO RAILROAD CROSSING IN
 ME2549'ROSELAWN, CONTINUE EAST ON HIGHWAY
 ME2549'10 FOR 1.9 MILES TO A WOODS ROAD ON THE LEFT, NORTH,
 ME2549'SIDE OF HIGHWAY, TURN LEFT AND GO NORTH AND NORTHEAST
 ME2549'THROUGH WOODS FOR ABOUT 0.15 MILE TO
 ME2549'STATION NEAR HIGHEST POINT OF A SAND RIDGE AS DESCRIBED.
 ME2549'
 ME2549'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 ME2549
 ME2549                          STATION RECOVERY (1968)
 ME2549
 ME2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2549'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 ME2549'THE DESCRIPTION IS
 ME2549'GOOD WITH BELOW CHANGES.
 ME2549'
 ME2549'THE STATION MARK IS 33 FEET EAST OF THE CENTERLINE OF A SAND
 ME2549'ROAD, 1 FOOT WEST
 ME2549'OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 ME2549'
 ME2549'REFERENCE MARK 1 IS 42 FEET WEST OF THE CENTERLINE OF THE ROAD
 ME2549'AND PROJECTS 2
 ME2549'INCHES.
 ME2549'
 ME2549'REFERENCE MARK 2 IS 45 FEET WEST OF A 20 INCH CATALPA TREE, 18
 ME2549'FEET WEST OF THE
 ME2549'CENTERLINE OF SAND ROAD AND PROJECTS 2 INCHES.
 ME2549'
 ME2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES EAST OF
 ME2549'ROSELAWN
 ME2549
 ME2549                          STATION RECOVERY (1975)
 ME2549
 ME2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2549'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 ME2549'CONDITION AS DESCRIBED IN 1952.  THE DISTANCE AND DIRECTION TO THE
 ME2549'REFERENCE MARKS CHECKED.  THE STATION AND REFERENCE MARKS WERE IN
 ME2549'WAY OF THE CONSTRUCTION OF A NEW PARK.  THERE WAS NO AZIMUTH MARK
 ME2549'FOR THIS STATION TEMPORARY POINTS WERE SET AND AND OBSERVED FROM
 ME2549'THIS STATION AND ALSO FROM ROSELAWN 2.  FOR DETAILS SEE THE
 ME2549'DESCRIPTION OF ROSELAWN 2.
 ME2549'
 ME2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 ME2549'ROSELAWN.
 ME2549
 ME2549                          STATION RECOVERY (1989)
 ME2549
 ME2549'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2552 ***********************************************************************
 ME2552  DESIGNATION -  ROSELAWN 2
 ME2552  PID         -  ME2552
 ME2552  STATE/COUNTY-  IN/JASPER
 ME2552  COUNTRY     -  US
 ME2552  USGS QUAD   -  SHELBY (2019)
 ME2552
 ME2552                         *CURRENT SURVEY CONTROL
 ME2552  ______________________________________________________________________
 ME2552* NAD 83(1997) POSITION- 41 08 39.62577(N) 087 16 25.49208(W)   NO CHECK
 ME2552* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 ME2552  ______________________________________________________________________
 ME2552  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME2552  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 ME2552  HORZ ORDER      -  THIRD
 ME2552
 ME2552.The horizontal coordinates were established by classical geodetic methods
 ME2552.and adjusted by the National Geodetic Survey in May 1999.
 ME2552
 ME2552.No horizontal observational check was made to the station.
 ME2552
 ME2552.The orthometric height was scaled from a topographic map.
 ME2552
 ME2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2552.GEOID18 height accuracy estimate available here.
 ME2552
 ME2552.Click photographs - Photos may exist for this station.
 ME2552
 ME2552.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2552
 ME2552. The following values were computed from the NAD 83(1997) position.
 ME2552
 ME2552;                    North         East     Units Scale Factor Converg.
 ME2552;SPC IN W     -   654,604.916   884,014.973   MT  0.99996981   -0 07 31.0
 ME2552;SPC IN W     - 2,147,649.63  2,900,305.79   sFT  0.99996981   -0 07 31.0
 ME2552;UTM  16      - 4,554,816.535   477,027.677   MT  0.99960649   -0 10 48.4
 ME2552
 ME2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2552!SPC IN W     -   0.99997203  x   0.99996981  =   0.99994184
 ME2552!UTM  16      -   0.99997203  x   0.99960649  =   0.99957853
 ME2552
 ME2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7702754816(NAD 83)
 ME2552
 ME2552|---------------------------------------------------------------------|
 ME2552| PID    Reference Object                     Distance      Geod. Az  |
 ME2552|                                                           dddmmss.s |
 ME2552| CM4508 ROSELAWN 2 RM 3                       8.025 METERS 09340     |
 ME2552| CM4509 ROSELAWN 2 RM 4                       4.090 METERS 27150     |
 ME2552| ME2549 ROSELAWN                            377.210 METERS 28418     |
 ME2552|---------------------------------------------------------------------|
 ME2552
 ME2552                          SUPERSEDED SURVEY CONTROL
 ME2552
 ME2552  NAD 83(1986)-  41 08 39.63016(N)    087 16 25.49873(W) AD(       ) 3
 ME2552  NAD 27      -  41 08 39.49734(N)    087 16 25.40428(W) AD(       ) 3
 ME2552
 ME2552.Superseded values are not recommended for survey control.
 ME2552
 ME2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2552.See file dsdata.pdf to determine how the superseded data were derived.
 ME2552
 ME2552_MARKER: DH = HORIZONTAL CONTROL DISK
 ME2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2552_STAMPING: ROSELAWN 2 1975
 ME2552_MARK LOGO: NGS
 ME2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2552+STABILITY: SURFACE MOTION
 ME2552
 ME2552  HISTORY     - Date     Condition        Report By
 ME2552  HISTORY     - 1975     MONUMENTED       NGS
 ME2552
 ME2552                          STATION DESCRIPTION
 ME2552
 ME2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2552'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THAYER, 2 MILES
 ME2552'EAST OF ROSELAWN AND ALONG THE SOUTH SIDE OF STATE HIGHWAY 10 AND
 ME2552'IN A ROAD SIDE REST AREA.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF
 ME2552'HIGHWAY 10, 29 FEET WEST OF A 24 INCH OAK TREE, 17 FEET EAST OF A
 ME2552'22 INCH OAK TREE, 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 ME2552'MONUMENT PROJECTS 1 INCH AND THE DISK STAMPED ROSELAWN 2 1975.
 ME2552'
 ME2552'REFERENCE MARK 3 IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 10,
 ME2552'27 FEET EAST OF THE METAL WITNESS POST AND 2 FEET WEST OF A 24
 ME2552'INCH OAK TREE.  THE MONUMENT IS AN 3 FOOT ALUMINUM PRE-CAST TYPE
 ME2552'AND THE DISK IS STAMPED ROSELAWN 2 NO 3 1975.
 ME2552'
 ME2552'REFERENCE MARK 4 IS 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 10,
 ME2552'12 FEET WEST OF THE METAL WITNESS POST AND 3 FEET EAST OF A 22
 ME2552'INCH OAK TREE.  THE MONUMENT IS A 3 FOOT ALUMINUM PRE-CAST TYPE AND
 ME2552'THE DISK IS STAMPED ROSELAWN 2 NO 4 1975.
 ME2552'
 ME2552'NO AZIMUTH MARK FOR THIS STATION AS THERE IS NO PLACE TO SET ONE.
 ME2552'THE HIGHWAY IS TO BE WIDENED IN THE NEAR FUTURE AND THIS STATION
 ME2552'MAY HAVE TO BE MOVED AT A LATER DATE AS THE ROUTE OF THE NEW
 ME2552'CONSTRUCTION WAS NOT KNOWN AT THIS TIME.  THE REFERENCE MARKS
 ME2552'WERE SET APPROXIMATELY 180 DEGREES BECAUSE THE HEAVY TRAFFIC
 ME2552'WOULD PREVENT 1 MAN FROM MEASURING THE MARK ON THE OPPOSITE SIDE
 ME2552'OF THE BUSY HIGHWAY.
 ME2552'
 ME2552'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 ME2552'65 AND STATE HIGHWAY 10, WHICH IS ABOUT 2 MILES EAST OF THE VILLAGE
 ME2552'OF ROSELAWN, GO WEST ON STATE HIGHWAY 10 FOR 0.45 MILE TO A
 ME2552'ROADSIDE REST AREA ON THE LEFT AND THE STATION AS DESCRIBED.
 ME2552'
 ME2552'NEAREST TOWN--ROSELAWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1771 ***********************************************************************
 KA1771  DESIGNATION -  ROSELAWN RESET
 KA1771  PID         -  KA1771
 KA1771  STATE/COUNTY-  IN/VIGO
 KA1771  COUNTRY     -  US
 KA1771  USGS QUAD   -  ROSEDALE (2019)
 KA1771
 KA1771                         *CURRENT SURVEY CONTROL
 KA1771  ______________________________________________________________________
 KA1771* NAD 83(1997) POSITION- 39 33 18.58923(N) 087 22 28.90542(W)   ADJUSTED
 KA1771* NAVD 88 ORTHO HEIGHT -   157.    (meters)      515.    (feet) SCALED
 KA1771  ______________________________________________________________________
 KA1771  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 KA1771  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 KA1771  HORZ ORDER      -  SECOND
 KA1771
 KA1771.The horizontal coordinates were established by classical geodetic methods
 KA1771.and adjusted by the National Geodetic Survey in May 1999.
 KA1771
 KA1771.The orthometric height was scaled from a topographic map.
 KA1771
 KA1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1771.GEOID18 height accuracy estimate available here.
 KA1771
 KA1771.Click photographs - Photos may exist for this station.
 KA1771
 KA1771.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1771
 KA1771. The following values were computed from the NAD 83(1997) position.
 KA1771
 KA1771;                    North         East     Units Scale Factor Converg.
 KA1771;SPC IN W     -   478,169.490   874,959.541   MT  0.99997438   -0 11 08.0
 KA1771;SPC IN W     - 1,568,794.40  2,870,596.43   sFT  0.99997438   -0 11 08.0
 KA1771;UTM  16      - 4,378,453.667   467,809.449   MT  0.99961276   -0 14 19.0
 KA1771
 KA1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1771!SPC IN W     -   0.99998052  x   0.99997438  =   0.99995490
 KA1771!UTM  16      -   0.99998052  x   0.99961276  =   0.99959329
 KA1771
 KA1771:                Primary Azimuth Mark                     Grid Az
 KA1771:SPC IN W     -  ROSELAWN AZ MK                           096 33 45.3
 KA1771:UTM  16      -  ROSELAWN AZ MK                           096 36 56.3
 KA1771
 KA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6780978453(NAD 83)
 KA1771
 KA1771|---------------------------------------------------------------------|
 KA1771| PID    Reference Object                     Distance      Geod. Az  |
 KA1771|                                                           dddmmss.s |
 KA1771| CM4502 ROSELAWN RM 1                        22.711 METERS 02506     |
 KA1771| CM4504 ROSELAWN RM 3                        10.744 METERS 02925     |
 KA1771| CM4501 ROSELAWN AZ MK                                     0962237.3 |
 KA1771| CM4503 ROSELAWN RM 2                        21.421 METERS 14642     |
 KA1771| CM4505 ROSELAWN RM 4                        12.376 METERS 15303     |
 KA1771|---------------------------------------------------------------------|
 KA1771
 KA1771                          SUPERSEDED SURVEY CONTROL
 KA1771
 KA1771  NAD 83(1986)-  39 33 18.59547(N)    087 22 28.89671(W) AD(       ) 2
 KA1771  NAD 27      -  39 33 18.47220(N)    087 22 28.82900(W) AD(       ) 2
 KA1771
 KA1771.Superseded values are not recommended for survey control.
 KA1771
 KA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1771.See file dsdata.pdf to determine how the superseded data were derived.
 KA1771
 KA1771_MARKER: DS = TRIANGULATION STATION DISK
 KA1771_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1771_STAMPING: ROSELAWN 1947 1951
 KA1771_MARK LOGO: CGS
 KA1771_PROJECTION: RECESSED 15 CENTIMETERS
 KA1771_MAGNETIC: P = MARKER IS A STEEL PIPE
 KA1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1771
 KA1771  HISTORY     - Date     Condition        Report By
 KA1771  HISTORY     - 1947     MONUMENTED       CGS
 KA1771  HISTORY     - 1951     GOOD             CGS
 KA1771
 KA1771                          STATION DESCRIPTION
 KA1771
 KA1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1771'STATION IS 6.8 MILES NORTH OF TERRE HAUTE, 0.2 MILE WEST OF U.S.
 KA1771'HIGHWAY 41 IN THE SOUTHWEST CORNER OF ROSELAWN CEMETERY, 165
 KA1771'FEET NORTH OF APPROXIMATE CENTERLINE OF A DIRT ROAD, 41 FEET WEST OF
 KA1771'A LINE OF TREES ON THE WEST SIDE OF CEMETERY, AND 8 FEET WEST OF
 KA1771'APPROXIMATE CENTERLINE OF A DIRT ROAD. THE MARK PROJECTS 1 INCH, AND
 KA1771'THE DISK IS STAMPED ROSELAWN 1947.
 KA1771'
 KA1771'REFERENCE MARK NO. 1 IS 74.51 FEET NORTH-NORTHEAST OF STATION AND 3
 KA1771'FEET WEST OF A LINE OF TREES ON THE WEST SIDE OF CEMETERY. THE
 KA1771'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ROSELAWN NO 1 1947.
 KA1771'
 KA1771'REFERENCE MARK NO 2 IS 70.28 FEET SOUTH-SOUTHEAST OF STATION AND 2
 KA1771'FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 KA1771'INCHES, AND THE DISK IS STAMPED ROSELAWN NO 2 1947.
 KA1771'
 KA1771'AZIMUTH MARK IS 0.2 MILE EAST-SOUTHEAST OF THE STATION VIA U.S.
 KA1771'HIGHWAY 41 AND 44 FEET WEST OF THE HIGHWAY CENTERLINE.
 KA1771'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED ROSELAWN 1947.
 KA1771'
 KA1771'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 41 IN TERRE HAUTE,
 KA1771'GO NORTH ON HIGHWAY 41 FOR 6.8 MILES TO A SIDE ROAD SOUTH OF
 KA1771'ROSELAWN CEMETERY. TURN LEFT AND GO 0.2 MILE TO SIDE ROAD RIGHT. TURN
 KA1771'RIGHT AND GO 165 FEET TO STATION ON LEFT.
 KA1771'
 KA1771'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KA1771
 KA1771                          STATION RECOVERY (1951)
 KA1771
 KA1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KA1771'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 KA1771'AT THE PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED.
 KA1771'REFERENCE MARKS NO 1 AND NO 2 WERE DESTROYED AND TWO NEW REFERENCE
 KA1771'MARKS NO 3 AND NO 4 WERE ESTABLISHED.
 KA1771'
 KA1771'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KA1771'
 KA1771'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF TERRE HAUTE IN THE
 KA1771'SOUTHWEST CORNER OF THE ROSELAWN MEMORIAL PARK CEMETERY. IT
 KA1771'IS 0.2 MILE SOUTHWEST OF THE CEMETERY CHIME TOWER, 0.15 MILE SOUTH OF
 KA1771'STONE BUILDING USED AS GARAGE AND OFFICE OF PARK SEXTON AND 30
 KA1771'FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVELED ROAD. IT IS A
 KA1771'STANDARD STATION MARK DISK SET IN CONCRETE IN THE TOP OF A 6 INCH
 KA1771'GALVANIZED IRON PIPE 6 INCHES BELOW THE GROUND SURFACE AND STAMPED
 KA1771'ROSELAWN 1947-1951.
 KA1771'
 KA1771'REFERENCE MARK NO 3 IS 35.25 FEET NORTHEAST OF THE STATION, SET ON
 KA1771'THE SHOULDER OF N-S GRAVELED ROAD 15 FEET WEST OF THE
 KA1771'CENTER OF ROAD. IT IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE
 KA1771'IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE FLUSH WITH THE
 KA1771'GROUND AND THE DISK IS STAMPED ROSELAWN NO 3 1951.
 KA1771'
 KA1771'REFERENCE MARK NO 4 IS 40.60 FEET SOUTHEAST OF THE STATION, SET ON
 KA1771'THE SHOULDER OF NORTH-SOUTH GRAVELED ROAD 15 FEET WEST OF THE
 KA1771'CENTER OF ROAD. IT IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE
 KA1771'IN THE TOP OF A 4 INCH IRON PIPE FLUSH WITH THE GROUND AND THE
 KA1771'DISK IS STAMPED ROSELAWN NO 4 1951.
 KA1771'
 KA1771'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 44 FEET WEST
 KA1771'OF THE CENTER OF U.S. HIGHWAY NO 41, 12 FEET NORTH OF PRIVATE
 KA1771'DRIVEWAY AND 0.3 MILE SOUTH OF THE MAIN ENTRANCE INTO CEMETERY SET IN
 KA1771'THE SOUTHEAST CORNER OF THE CEMETERY. THE MARK PROJECTS ABOUT 2
 KA1771'INCHES AND THE DISK IS STAMPED ROSELAWN 1947.
 KA1771'
 KA1771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 41 AT
 KA1771'THE NORTHEAST CORNER OF COURT HOUSE AND SQUARE IN TERRE HAUTE,
 KA1771'GO NORTH ON U.S. HIGHWAY NO. 41 FOR 6.8 MILES TO THE AZIMUTH MARK ON
 KA1771'THE WEST SIDE AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.3
 KA1771'MILE TO ENTRANCE TO CEMETERY ON LEFT, TURN LEFT INTO CEMETERY AND
 KA1771'FOLLOW WINDING ROAD WESTERLY ACROSS CEMETERY GROUNDS TO STONE
 KA1771'BUILDING, THENCE SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO STATION ON
 KA1771'THE WEST SIDE AS DESCRIBED.
 KA1771'
 KA1771'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2544 ***********************************************************************
 LB2544  DESIGNATION -  ROSSVILLE
 LB2544  PID         -  LB2544
 LB2544  STATE/COUNTY-  IN/CLINTON
 LB2544  COUNTRY     -  US
 LB2544  USGS QUAD   -  ROSSVILLE (2019)
 LB2544
 LB2544                         *CURRENT SURVEY CONTROL
 LB2544  ______________________________________________________________________
 LB2544* NAD 83(1997) POSITION- 40 25 00.50695(N) 086 34 30.63115(W)   ADJUSTED
 LB2544* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2544  ______________________________________________________________________
 LB2544  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 LB2544  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2544  HORZ ORDER      -  SECOND
 LB2544
 LB2544.The horizontal coordinates were established by classical geodetic methods
 LB2544.and adjusted by the National Geodetic Survey in May 1999.
 LB2544
 LB2544.The orthometric height was scaled from a topographic map.
 LB2544
 LB2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2544.GEOID18 height accuracy estimate available here.
 LB2544
 LB2544.Click photographs - Photos may exist for this station.
 LB2544
 LB2544.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2544
 LB2544. The following values were computed from the NAD 83(1997) position.
 LB2544
 LB2544;                    North         East     Units Scale Factor Converg.
 LB2544;SPC IN W     -   573,921.827   943,127.237   MT  0.99998955   +0 19 46.1
 LB2544;SPC IN W     - 1,882,941.86  3,094,243.28   sFT  0.99998955   +0 19 46.1
 LB2544;UTM  16      - 4,474,107.073   536,041.516   MT  0.99961599   +0 16 31.6
 LB2544
 LB2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2544!SPC IN W     -   0.99997022  x   0.99998955  =   0.99995977
 LB2544!UTM  16      -   0.99997022  x   0.99961599  =   0.99958622
 LB2544
 LB2544:                Primary Azimuth Mark                     Grid Az
 LB2544:SPC IN W     -  ROSSVILLE AZ MK                          312 36 58.9
 LB2544:UTM  16      -  ROSSVILLE AZ MK                          312 40 13.4
 LB2544
 LB2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3604174107(NAD 83)
 LB2544
 LB2544|---------------------------------------------------------------------|
 LB2544| PID    Reference Object                     Distance      Geod. Az  |
 LB2544|                                                           dddmmss.s |
 LB2544| CD1165 ROSSVILLE RM 1                       26.800 METERS 06919     |
 LB2544| CD1166 ROSSVILLE RM 2                       38.033 METERS 18609     |
 LB2544| LB2543 ROSSVILLE MUNICIPAL TANK            APPROX. 1.4 KM 2851531.6 |
 LB2544| CD1164 ROSSVILLE AZ MK                                    3125645.0 |
 LB2544|---------------------------------------------------------------------|
 LB2544
 LB2544                          SUPERSEDED SURVEY CONTROL
 LB2544
 LB2544  NAD 83(1986)-  40 25 00.51305(N)    086 34 30.64350(W) AD(       ) 2
 LB2544  NAD 27      -  40 25 00.39450(N)    086 34 30.64350(W) AD(       ) 2
 LB2544
 LB2544.Superseded values are not recommended for survey control.
 LB2544
 LB2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2544.See file dsdata.pdf to determine how the superseded data were derived.
 LB2544
 LB2544_MARKER: DS = TRIANGULATION STATION DISK
 LB2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2544_STAMPING: ROSSVILLE 1948
 LB2544_MARK LOGO: CGS
 LB2544_PROJECTION: PROJECTING 13 CENTIMETERS
 LB2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2544+STABILITY: SURFACE MOTION
 LB2544
 LB2544  HISTORY     - Date     Condition        Report By
 LB2544  HISTORY     - 1948     MONUMENTED       CGS
 LB2544
 LB2544                          STATION DESCRIPTION
 LB2544
 LB2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2544'STATION IS LOCATED 1 MILE EAST OF ROSSVILLE ON PROPERTY OWNED BY
 LB2544'MR. W. A. MILLER.  IT IS 55 FEET SOUTH OF THE CENTER OF STATE
 LB2544'HIGHWAY NO. 26, 50 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 LB2544'BUILDING, 33 FEET SOUTH OF A EAST-WEST FENCELINE AND 13 FEET EAST
 LB2544'OF A WHITE WITNESS POST AND A FENCELINE.  THE MARK PROJECTS
 LB2544'5 INCHES AND THE DISK IS STAMPED ROSSVILLE 1948.
 LB2544'
 LB2544'REFERENCE MARK NO. 1 IS 87.93 FEET NORTHEAST OF THE STATION.  IT IS
 LB2544'22 FEET SOUTH OF THE CENTER OF HIGHWAY AND 1 FOOT SOUTH OF A
 LB2544'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2544'ROSSVILLE NO 1 1948.
 LB2544'
 LB2544'REFERENCE MARK NO. 2 IS 124.78 FEET SOUTH OF THE STATION.  IT IS
 LB2544'1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2544'DISK IS STAMPED ROSSVILLE NO 2 1948.
 LB2544'
 LB2544'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 11 FEET
 LB2544'EAST OF THE CENTER OF DRIVEWAY, 2 FEET SOUTHEAST OF A TELEPHONE
 LB2544'POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LB2544'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2544'ROSSVILLE 1948.
 LB2544'
 LB2544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 26
 LB2544'AND NO. 39 IN ROSSVILLE GO EAST ON STATE HIGHWAY NO. 26 FOR 1 MILE
 LB2544'TO STATION ON THE RIGHT AS DESCRIBED.
 LB2544'
 LB2544'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 LB2544'NO. 26 FOR 0.25 MILE TO DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 LB2544'NORTH FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LB2544'
 LB2544'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2543 ***********************************************************************
 LB2543  DESIGNATION -  ROSSVILLE MUNICIPAL TANK
 LB2543  PID         -  LB2543
 LB2543  STATE/COUNTY-  IN/CLINTON
 LB2543  COUNTRY     -  US
 LB2543  USGS QUAD   -  ROSSVILLE (2019)
 LB2543
 LB2543                         *CURRENT SURVEY CONTROL
 LB2543  ______________________________________________________________________
 LB2543* NAD 83(1997) POSITION- 40 25 12.56821(N) 086 35 28.50000(W)   ADJUSTED
 LB2543  ______________________________________________________________________
 LB2543  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB2543  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2543  HORZ ORDER      -  THIRD
 LB2543
 LB2543.The horizontal coordinates were established by classical geodetic methods
 LB2543.and adjusted by the National Geodetic Survey in May 1999.
 LB2543
 LB2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2543.GEOID18 height accuracy estimate available here.
 LB2543
 LB2543.Click photographs - Photos may exist for this station.
 LB2543
 LB2543.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2543
 LB2543. The following values were computed from the NAD 83(1997) position.
 LB2543
 LB2543;                    North         East     Units Scale Factor Converg.
 LB2543;SPC IN W     -   574,286.128   941,760.906   MT  0.99998813   +0 19 08.6
 LB2543;SPC IN W     - 1,884,137.07  3,089,760.57   sFT  0.99998813   +0 19 08.6
 LB2543;UTM  16      - 4,474,472.526   534,676.039   MT  0.99961480   +0 15 54.1
 LB2543
 LB2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3467674472(NAD 83)
 LB2543
 LB2543                          SUPERSEDED SURVEY CONTROL
 LB2543
 LB2543  NAD 83(1986)-  40 25 12.57448(N)    086 35 28.51231(W) AD(       ) 3
 LB2543  NAD 27      -  40 25 12.45400(N)    086 35 28.49800(W) AD(       ) 3
 LB2543
 LB2543.Superseded values are not recommended for survey control.
 LB2543
 LB2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2543.See file dsdata.pdf to determine how the superseded data were derived.
 LB2543
 LB2543_MARKER: 53 = ELEVATED TANK
 LB2543
 LB2543  HISTORY     - Date     Condition        Report By
 LB2543  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2543
 LB2543                          STATION DESCRIPTION
 LB2543
 LB2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2543'THIS IS AN INTERSECTION STATION.
 LB2543'
 LB2543'STATION IS LOCATED IN THE NORTHEAST SECTION OF ROSSVILLE.  IT IS
 LB2543'0.1 MILE EAST OF STATE HIGHWAY NO. 39.  THE STATION IS A 4 LEGGED
 LB2543'STEEL STRUCTURE 200 FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER
 LB2543'WITH THE LEGEND ROSSVILLE IN LARGE BLACK LETTERS ON THE WEST SIDE
 LB2543'OF TANK.  THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE
 LB2543'ROOF OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2161 ***********************************************************************
 LB2161  DESIGNATION -  ROUND
 LB2161  PID         -  LB2161
 LB2161  STATE/COUNTY-  IN/WHITE
 LB2161  COUNTRY     -  US
 LB2161  USGS QUAD   -  ROUND GROVE (2019)
 LB2161
 LB2161                         *CURRENT SURVEY CONTROL
 LB2161  ______________________________________________________________________
 LB2161* NAD 83(1997) POSITION- 40 36 23.54521(N) 087 05 44.26404(W)   ADJUSTED
 LB2161* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 LB2161  ______________________________________________________________________
 LB2161  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 LB2161  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 LB2161  HORZ ORDER      -  THIRD
 LB2161
 LB2161.The horizontal coordinates were established by classical geodetic methods
 LB2161.and adjusted by the National Geodetic Survey in May 1999.
 LB2161
 LB2161.The orthometric height was scaled from a topographic map.
 LB2161
 LB2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2161.GEOID18 height accuracy estimate available here.
 LB2161
 LB2161.Click photographs - Photos may exist for this station.
 LB2161
 LB2161.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2161
 LB2161. The following values were computed from the NAD 83(1997) position.
 LB2161
 LB2161;                    North         East     Units Scale Factor Converg.
 LB2161;SPC IN W     -   594,865.987   898,959.418   MT  0.99996668   -0 00 28.8
 LB2161;SPC IN W     - 1,951,656.16  2,949,336.02   sFT  0.99996668   -0 00 28.8
 LB2161;UTM  16      - 4,495,085.195   491,909.827   MT  0.99960081   -0 03 44.1
 LB2161
 LB2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2161!SPC IN W     -   0.99997045  x   0.99996668  =   0.99993713
 LB2161!UTM  16      -   0.99997045  x   0.99960081  =   0.99957128
 LB2161
 LB2161:                Primary Azimuth Mark                     Grid Az
 LB2161:SPC IN W     -  ROUND AZ MK                              267 54 09.8
 LB2161:UTM  16      -  ROUND AZ MK                              267 57 25.1
 LB2161
 LB2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9190995085(NAD 83)
 LB2161
 LB2161|---------------------------------------------------------------------|
 LB2161| PID    Reference Object                     Distance      Geod. Az  |
 LB2161|                                                           dddmmss.s |
 LB2161| CM4515 ROUND RM 1                           14.955 METERS 09152     |
 LB2161| CM4516 ROUND RM 2                           19.709 METERS 18232     |
 LB2161| CM4514 ROUND AZ MK                                        2675341.0 |
 LB2161|---------------------------------------------------------------------|
 LB2161
 LB2161                          SUPERSEDED SURVEY CONTROL
 LB2161
 LB2161  NAD 83(1986)-  40 36 23.55234(N)    087 05 44.27461(W) AD(       ) 3
 LB2161  NAD 27      -  40 36 23.42110(N)    087 05 44.20550(W) AD(       ) 3
 LB2161
 LB2161.Superseded values are not recommended for survey control.
 LB2161
 LB2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2161.See file dsdata.pdf to determine how the superseded data were derived.
 LB2161
 LB2161_MARKER: DS = TRIANGULATION STATION DISK
 LB2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2161_STAMPING: ROUND 1955
 LB2161_MARK LOGO: CGS
 LB2161_PROJECTION: FLUSH
 LB2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2161+STABILITY: SURFACE MOTION
 LB2161
 LB2161  HISTORY     - Date     Condition        Report By
 LB2161  HISTORY     - 1955     MONUMENTED       CGS
 LB2161
 LB2161                          STATION DESCRIPTION
 LB2161
 LB2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2161'STATION IS LOCATED ABOUT 10.5 MILES SOUTH OF WOLCOTT, 11 MILES WEST
 LB2161'OF BROOKSTON AND 13 MILES EAST OF FOWLER.  IT IS ON THE RIGHT OF WAY
 LB2161'OF STATE HIGHWAY 18 AND IS 220 FEET EAST OF THE INTERSECTION OF
 LB2161'HIGHWAY 18 AND A PAVED CROSSROAD, 218 FEET EAST OF THE CENTER OF
 LB2161'THE PAVED ROAD, 33 FEET NORTH OF THE CENTER OF HIGHWAY 18 AND 6
 LB2161'FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2161'IS STAMPED ROUND 1955.
 LB2161'
 LB2161'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF HIGHWAY 18 AND
 LB2161'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2161'STAMPED ROUND NO 1 1955.
 LB2161'
 LB2161'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF HIGHWAY 18 AND
 LB2161'IN THE NORTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 2 INCHES
 LB2161'AND THE DISK IS STAMPED ROUND NO 2 1955.
 LB2161'
 LB2161'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 2 FEET
 LB2161'EAST OF A WHITE WITNESS POST, 1 FOOT EAST OF A TELEPHONE POLE AND 1
 LB2161'FOOT NORTH OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LB2161'STAMPED ROUND 1955.
 LB2161'
 LB2161'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 231 AND STATE
 LB2161'HIGHWAY 18, GO WEST ON HIGHWAY 18 FOR 3.35 MILES TO THE STATION ON
 LB2161'THE RIGHT, NORTH.  CONTINUE AHEAD FOR 0.35 MILE TO THE AZIMUTH MARK
 LB2161'ON THE LEFT, SOUTH, AS DESCRIBED.
 LB2161'
 LB2161'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1736 ***********************************************************************
 HA1736  DESIGNATION -  ROWE
 HA1736  PID         -  HA1736
 HA1736  STATE/COUNTY-  IN/POSEY
 HA1736  COUNTRY     -  US
 HA1736  USGS QUAD   -  MOUNT VERNON (2019)
 HA1736
 HA1736                         *CURRENT SURVEY CONTROL
 HA1736  ______________________________________________________________________
 HA1736* NAD 83(1997) POSITION- 37 55 11.16483(N) 087 57 37.68345(W)   ADJUSTED
 HA1736* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 HA1736  ______________________________________________________________________
 HA1736  GEOID HEIGHT    -        -30.480 (meters)                     GEOID18
 HA1736  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 HA1736  HORZ ORDER      -  SECOND
 HA1736
 HA1736.The horizontal coordinates were established by classical geodetic methods
 HA1736.and adjusted by the National Geodetic Survey in May 1999.
 HA1736
 HA1736.The orthometric height was scaled from a topographic map.
 HA1736
 HA1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1736.GEOID18 height accuracy estimate available here.
 HA1736
 HA1736.Click photographs - Photos may exist for this station.
 HA1736
 HA1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1736
 HA1736. The following values were computed from the NAD 83(1997) position.
 HA1736
 HA1736;                    North         East     Units Scale Factor Converg.
 HA1736;SPC IN W     -   296,951.725   822,877.104   MT  1.00003990   -0 32 20.7
 HA1736;SPC IN W     -   974,249.12  2,699,722.63   sFT  1.00003990   -0 32 20.7
 HA1736;SPC KY1Z     - 1,178,367.909 1,305,674.448   MT  0.99990523   -1 21 25.7
 HA1736;SPC KY1Z     - 3,866,028.71  4,283,700.25   sFT  0.99990523   -1 21 25.7
 HA1736;SPC KY S     -   678,333.361   305,656.064   MT  0.99999755   -1 20 26.0
 HA1736;SPC KY S     - 2,225,498.70  1,002,806.60   sFT  0.99999755   -1 20 26.0
 HA1736;UTM  16      - 4,197,348.042   415,580.742   MT  0.99968777   -0 35 25.1
 HA1736
 HA1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1736!SPC IN W     -   0.99998440  x   1.00003990  =   1.00002430
 HA1736!SPC KY1Z     -   0.99998440  x   0.99990523  =   0.99988963
 HA1736!SPC KY S     -   0.99998440  x   0.99999755  =   0.99998195
 HA1736!UTM  16      -   0.99998440  x   0.99968777  =   0.99967218
 HA1736
 HA1736:                Primary Azimuth Mark                     Grid Az
 HA1736:SPC IN W     -  NEW HAVEN                                263 53 32.1
 HA1736:SPC KY1Z     -  NEW HAVEN                                264 42 37.1
 HA1736:SPC KY S     -  NEW HAVEN                                264 41 37.4
 HA1736:UTM  16      -  NEW HAVEN                                263 56 36.5
 HA1736
 HA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1558097348(NAD 83)
 HA1736
 HA1736|---------------------------------------------------------------------|
 HA1736| PID    Reference Object                     Distance      Geod. Az  |
 HA1736|                                                           dddmmss.s |
 HA1736| HA1731 MT VERNON RADIO STA WPCO MAST       APPROX. 3.4 KM 0615836.8 |
 HA1736| HA1730 MT VERNON RADIO STA KSC TOWER       APPROX. 5.6 KM 0632809.1 |
 HA1736| CG9847 ROWE RM 1                            18.300 METERS 06716     |
 HA1736| HA1729 MT VERNON MUNICIPAL TANK            APPROX. 6.1 KM 0673338.1 |
 HA1736| HA1733 MT VERNON TRINTY EVAN REF CH        APPROX. 6.0 KM 0750525.2 |
 HA1736| HA1732 MT VERNON ST MATTHEWS CATH CH       APPROX. 6.0 KM 0753355.3 |
 HA1736| HA1728 MT VERNON CO COURTHOUSE DOME        APPROX. 5.9 KM 0765501.4 |
 HA1736| CG9845 ROWE AZ MK                                         1063901.7 |
 HA1736| CG9846 ROWE AZ MK 2                                       1345347.8 |
 HA1736| HB1444 NEW HAVEN                           APPROX.15.0 KM 2632111.4 |
 HA1736| CG9848 ROWE RM 2                            19.077 METERS 29238     |
 HA1736|---------------------------------------------------------------------|
 HA1736
 HA1736                          SUPERSEDED SURVEY CONTROL
 HA1736
 HA1736  NAD 83(1993)-  37 55 11.16606(N)    087 57 37.68275(W) AD(       ) 2
 HA1736  NAD 83(1986)-  37 55 11.17137(N)    087 57 37.68529(W) AD(       ) 2
 HA1736  NAD 27      -  37 55 11.01936(N)    087 57 37.58064(W) AD(       ) 2
 HA1736
 HA1736.Superseded values are not recommended for survey control.
 HA1736
 HA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1736.See file dsdata.pdf to determine how the superseded data were derived.
 HA1736
 HA1736_MARKER: DS = TRIANGULATION STATION DISK
 HA1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1736_STAMPING: ROWE 1960
 HA1736_MARK LOGO: CGS
 HA1736_PROJECTION: RECESSED 41 CENTIMETERS
 HA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1736+STABILITY: SURFACE MOTION
 HA1736
 HA1736  HISTORY     - Date     Condition        Report By
 HA1736  HISTORY     - 1960     MONUMENTED       CGS
 HA1736  HISTORY     - 1964     GOOD             CGS
 HA1736  HISTORY     - 1967     GOOD             CGS
 HA1736
 HA1736                          STATION DESCRIPTION
 HA1736
 HA1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1736'THE STATION IS ABOUT 4 MILES SOUTHWEST OF MT. VERNON, AND 2 MILES
 HA1736'NORTHWEST OF THE WEST BANK OF THE OHIO RIVER IN THE NW 1/4 OF SECTION
 HA1736'14, T. 7S., R. 14 W. ON THE PROPERTY OF MRS. CLARA ROWE.  IT IS 592
 HA1736'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 HA1736'26 FEET SOUTH OF AN EAST-WEST FENCE, 26 FEET SOUTH OF A 20 INCH
 HA1736'WALNUT TREE, AND 27 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 HA1736'IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED ROWE 1960.
 HA1736'
 HA1736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 69 IN
 HA1736'THE WEST EDGE OF MT. VERNON, GO SOUTHERLY ON HIGHWAY 69 FOR 0.7
 HA1736'MILE TO A Y-INTERSECTION.  TURN RIGHT AND GO WESTERLY ON PAVED ROAD
 HA1736'FOR 1.75 MILES TO A RED BRICK SCHOOLHOUSE ON THE RIGHT JUST
 HA1736'BEFORE REACHING A SIDE ROAD RIGHT.  CONTINUE WESTERLY ON THE PAVED
 HA1736'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT*.  CONTINUE WESTERLY ON THE
 HA1736'PAVED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 HA1736'GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT LEADING
 HA1736'TO MRS ROWES HOME.  TURN LEFT INTO DRIVEWAY THEN RIGHT THROUGH
 HA1736'STEEL GATE AT THE NORTHWEST CORNER OF A BARN.  CONTINUE AROUND BARN
 HA1736'AND GO NORTHEAST ACROSS PASTURE TO ITS HIGHEST POINT AND
 HA1736'STATION (ABOUT 0.3 MILE).
 HA1736'
 HA1736'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A GRAVELED
 HA1736'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 HA1736'
 HA1736'REFERENCE MARK 1 IS 7 FEET WEST OF A SMALL TWIN-TRUNKED TREE, 4 FEET
 HA1736'SOUTH OF AN EAST-WEST FENCE, AND 49 FEET EAST OF THE WITNESS POST.
 HA1736'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED ROWE NO 1 1960.
 HA1736'
 HA1736'REFERENCE MARK 2 IS 6 FEET SOUTHEAST OF AN 8 INCH WALNUT TREE, 2 FEET
 HA1736'SOUTH OF THE EAST-WEST FENCE, AND 65 FEET WEST OF THE WITNESS POST.
 HA1736'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED ROWE NO 2 1960.
 HA1736'
 HA1736'THE AZIMUTH MARK IS 92 FEET NORTH OF A TELEPHONE POLE, 20 FEET EAST
 HA1736'OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT WEST OF A FENCE, AND
 HA1736'2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 HA1736'IS STAMPED ROWE 1960.
 HA1736'
 HA1736'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HA1736'
 HA1736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HA1736
 HA1736                          STATION RECOVERY (1964)
 HA1736
 HA1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FAS)
 HA1736'STATION RECOVERED IN GOOD CONDITION, BOTH RM 1 AND 2 RECOVERED IN
 HA1736'GOOD CONDITION.
 HA1736
 HA1736                          STATION RECOVERY (1967)
 HA1736
 HA1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1736'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HA1736'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND AZIMUTH MARK 2
 HA1736'WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARKS CHECKED.  THE
 HA1736'DIRECTION TO REFERENCE MARKS 1 AND 2 DID NOT CHECK.  A SECOND SET OF
 HA1736'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  A COMPLETE NEW
 HA1736'DESCRIPTION FOLLOWS.
 HA1736'
 HA1736'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MT. VERNON, 2 MILES
 HA1736'NORTHWEST OF THE OHIO RIVER AND ON PROPERTY OWNED BY MRS. CLARA
 HA1736'ROWE.
 HA1736'
 HA1736'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 69 IN THE WEST
 HA1736'EDGE OF MT. VERNON, GO SOUTH ON STATE HIGHWAY 69 FOR 0.1 MILE TO T
 HA1736'ROAD, TURN RIGHT AND GO SOUTHWESTERLY ON STATE HIGHWAY 69 FOR 0.6
 HA1736'MILE TO Y FORK, TURN RIGHT OFF OF STATE HIGHWAY 69 AND GO WESTERLY
 HA1736'FOR 1.75 MILES TO A RED BRICK SCHOOLHOUSE ON RIGHT JUST BEFORE
 HA1736'REACHING A SIDE ROAD RIGHT, CONTINUE WESTERLY ON PAVED ROAD FOR
 HA1736'0.3 MILE TO A SIDE ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM HERE,
 HA1736'TURN LEFT AND GO SOUTH ON GRAVELED ROAD 0.25 MILE TO MARK ON LEFT AS
 HA1736'DESCRIBED), CONTINUE WESTERLY ON PAVED ROAD FOR 0.5 MILE TO
 HA1736'CROSSROAD. TURN LEFT AND GO SOUTH ON GRAVELED ROAD 0.25 MILE TO GATE
 HA1736'ON LEFT JUST NORTH OF MRS. ROWES HOUSE.  TURN LEFT AND PASS THROUGH
 HA1736'GATE AND GO ACROSS PASTURE UPHILL FOR 0.2 MILE, THENCE TURN LEFT AND
 HA1736'GO NORTH ACROSS PASTURE UPHILL FOR 0.1 MILE TO HIGHEST POINT OF
 HA1736'HILL, FENCE AND STATION AS DESCRIBED.
 HA1736'
 HA1736'STATION MARK, STAMPED ROWE 1960, IS SET 16 INCHES BELOW THE SURFACE
 HA1736'OF THE GROUND.  IT IS 27 FEET SOUTH OF A 20-INCH TRIANGLE BLAZED
 HA1736'TREE, 26 FEET SOUTH OF AN EAST-WEST FENCE AND 26.4 FEET SOUTHWEST OF
 HA1736'A METAL WITNESS POST.
 HA1736'
 HA1736'RM 1, STAMPED ROWE NO 1 1960, PROJECTS ABOUT 1 INCH.  IT IS 48.7 FEET
 HA1736'EAST OF METAL WITNESS POST, 8 FEET WEST OF A SMALL TWIN TRUNK
 HA1736'TREE AND 4 FEET SOUTH OF FENCE.
 HA1736'
 HA1736'RM 2, STAMPED ROWE NO 2 1960, IS SET FLUSH.  IT IS 65 FEET WEST OF
 HA1736'THE METAL WITNESS POST, 6 FEET SOUTHEAST OF A 8-INCH TREE AND
 HA1736'1.4 FEET SOUTH OF FENCE.
 HA1736'
 HA1736'AZIMUTH MARK, STAMPED ROWE 1960, IS SET ABOUT 3 INCHES BELOW THE
 HA1736'SURFACE OF THE GROUND.  IT IS 108 FEET NORTH OF A TWIN TRUNK
 HA1736'ELM TREE, 17 FEET EAST OF CENTER OF ROAD, 1.3 FEET SOUTH OF A METAL
 HA1736'WITNESS POST AND 1 FOOT WEST OF FENCE.
 HA1736'
 HA1736'AZIMUTH MARK 2, STAMPED ROWE AZI 2 1960 1967, PROJECTS ABOUT 5
 HA1736'INCHES.  IT IS 31 FEET SOUTH-SOUTHEAST OF A TWIN TRUNK TREE, 3
 HA1736'FEET WEST OF FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 HA1736'
 HA1736'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTHEAST DOWN RIDGE
 HA1736'FOR 0.15 MILE TO FENCE AND MARK AS DESCRIBED.
 HA1736'
 HA1736'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1736'
 HA1736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES SOUTHWEST OF
 HA1736'MT. VERNON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1490 ***********************************************************************
 MD1490  DESIGNATION -  ROWELS
 MD1490  PID         -  MD1490
 MD1490  STATE/COUNTY-  IN/LAGRANGE
 MD1490  COUNTRY     -  US
 MD1490  USGS QUAD   -  ORLAND (2019)
 MD1490
 MD1490                         *CURRENT SURVEY CONTROL
 MD1490  ______________________________________________________________________
 MD1490* NAD 83(1997) POSITION- 41 38 32.08037(N) 085 12 05.34420(W)   ADJUSTED
 MD1490* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 MD1490  ______________________________________________________________________
 MD1490  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD1490  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 MD1490  HORZ ORDER      -  SECOND
 MD1490
 MD1490.The horizontal coordinates were established by classical geodetic methods
 MD1490.and adjusted by the National Geodetic Survey in May 1999.
 MD1490
 MD1490.The orthometric height was scaled from a topographic map.
 MD1490
 MD1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1490.GEOID18 height accuracy estimate available here.
 MD1490
 MD1490.Click photographs - Photos may exist for this station.
 MD1490
 MD1490.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1490
 MD1490. The following values were computed from the NAD 83(1997) position.
 MD1490
 MD1490;                    North         East     Units Scale Factor Converg.
 MD1490;SPC IN E     -   709,988.115   138,754.576   MT  0.99998514   +0 18 32.8
 MD1490;SPC IN E     - 2,329,352.67    455,230.64   sFT  0.99998514   +0 18 32.8
 MD1490;UTM  16      - 4,611,618.646   649,783.081   MT  0.99987609   +1 11 43.1
 MD1490
 MD1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1490!SPC IN E     -   0.99995786  x   0.99998514  =   0.99994300
 MD1490!UTM  16      -   0.99995786  x   0.99987609  =   0.99983396
 MD1490
 MD1490:                Primary Azimuth Mark                     Grid Az
 MD1490:SPC IN E     -  ROWELS AZ MK                             356 11 46.2
 MD1490:UTM  16      -  ROWELS AZ MK                             355 18 35.9
 MD1490
 MD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4978311618(NAD 83)
 MD1490
 MD1490|---------------------------------------------------------------------|
 MD1490| PID    Reference Object                     Distance      Geod. Az  |
 MD1490|                                                           dddmmss.s |
 MD1490| CD1168 ROWELS RM 1                          21.991 METERS 19927     |
 MD1490| CD1169 ROWELS RM 2                          30.038 METERS 27817     |
 MD1490| CD1167 ROWELS AZ MK                                       3563019.0 |
 MD1490|---------------------------------------------------------------------|
 MD1490
 MD1490                          SUPERSEDED SURVEY CONTROL
 MD1490
 MD1490  NAD 83(1995)-  41 38 32.07922(N)    085 12 05.34590(W) AD(       ) 2
 MD1490  NAD 83(1994)-  41 38 32.07995(N)    085 12 05.35165(W) AD(       ) 2
 MD1490  NAD 83(1986)-  41 38 32.07994(N)    085 12 05.35559(W) AD(       ) 2
 MD1490  NAD 27      -  41 38 31.89800(N)    085 12 05.45460(W) AD(       ) 2
 MD1490
 MD1490.Superseded values are not recommended for survey control.
 MD1490
 MD1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1490.See file dsdata.pdf to determine how the superseded data were derived.
 MD1490
 MD1490_MARKER: DS = TRIANGULATION STATION DISK
 MD1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1490_STAMPING: ROWELS 1946
 MD1490_MARK LOGO: CGS
 MD1490_PROJECTION: FLUSH
 MD1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1490+STABILITY: SURFACE MOTION
 MD1490
 MD1490  HISTORY     - Date     Condition        Report By
 MD1490  HISTORY     - 1946     MONUMENTED       CGS
 MD1490  HISTORY     - 1960     GOOD             CGS
 MD1490  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 MD1490  HISTORY     - 20180213 MARK NOT FOUND   INDOT
 MD1490
 MD1490                          STATION DESCRIPTION
 MD1490
 MD1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1490'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 20 ABOUT
 MD1490'10-1/2 MILES WEST FROM ANGOLA.  IT IS 95 FEET NORTH OF THE CENTERLINE
 MD1490'OF U.S. HIGHWAY 20, 25 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 25
 MD1490'FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND
 MD1490'AND THE DISK IS STAMPED ROWELS 1946.
 MD1490'
 MD1490'REFERENCE MARK NO. 1 IS 72.15 FEET SOUTHWEST OF THE STATION, 20 FEET
 MD1490'EAST OF THE SOUTH EAST CORNER OF THE BARN AND 35 FEET NORTH OF THE
 MD1490'CENTERLINE OF U.S. HIGHWAY NO. 20.  THE MARK IS FLUSH WITH THE GROUND
 MD1490'AND THE DISK IS STAMPED ROWELS NO 1 1946.
 MD1490'
 MD1490'REFERENCE MARK NO. 2 IS 98.55 FEET WEST OF THE STATION, 45 FEET
 MD1490'NORTHWEST OF THE NORTH WEST CORNER OF THE BARN, 14 FEET EAST OF A
 MD1490'FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS
 MD1490'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ROWELS NO 2 1946.
 MD1490'
 MD1490'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 25 FEET EAST OF THE
 MD1490'CENTERLINE OF A GRAVEL ROAD, 5 FEET SOUTH OF A CONCRETE GATE POST AND
 MD1490'2 FEET SOUTH OF A WHITE WITNESS POST.
 MD1490'
 MD1490'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ROWELS 1946.
 MD1490'
 MD1490'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO WEST ON
 MD1490'U.S. HIGHWAY 20 FOR 10.45 MILES TO THE STATION AT THE RIGHT IN THE
 MD1490'FARM YARD IN THE NORTHEAST ANGLE OF THE CROSSROADS.  TO REACH THE
 MD1490'AZIMUTH MARK FROM THE CROSSROADS GO NORTH 0.2 MILE TO THE AZIMUTH MARK
 MD1490'ON THE RIGHT AS DESCRIBED.
 MD1490'
 MD1490'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1490
 MD1490                          STATION RECOVERY (1960)
 MD1490
 MD1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1490'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1490'DESCRIBED.
 MD1490'
 MD1490'ABOUT 10.9 MILES W ALONG NO. 20 U.S. HWY. FROM THE TOWN SQUARE AND
 MD1490'COURTHOUSE IN ANGOLA, 11.2 MILES E ALONG SAME FROM ITS INTERSECTION
 MD1490'WITH NO. 9 INDIANA HWY. IN LAGRANGE, 1.55 MILES W OF INTERSECTION WITH
 MD1490'NO. 327 INDIANA HWY., 0.4 MILE W OF LAGRANGE-STEUBEN COUNTY LINE, AN
 MD1490'ESTIMATED 200 YARDS W OF GREEN LAKE, 169 FEET E OF CENTER LINE OF
 MD1490'ROAD, 103 FEET N OF CENTER LINE OF 24-FOOT CONCRETE HWY. PAVEMENT, 2.3
 MD1490'FEET LOWER THAN SAME, 19 FEET SE OF POWER POLE, 20.8 FEET W OF W SIDE
 MD1490'OF 5- BY 24-FOOT CORN CRIB, 4.7 FEET NE OF NE RIM OF CONCRETE BASE OF
 MD1490'ROUND 10-FOOT CORN CRIB, STANDARD DISKS STAMPED ROWELS 1946, NOTES 1A
 MD1490'AND 7A MARKS, THE UPPER MARK 0.5 FOOT UNDERGROUND.
 MD1490'
 MD1490'REFERENCE STAMPED ROWELS NO 1 1946, NOTE 11A, FLUSH, IS 72.10 FEET OR
 MD1490'21.976 METERS SSW IN AZIMUTH 19 DEG. 27 MIN. FROM STATION, 143 FEET E
 MD1490'OF CENTER LINE OF GRAVEL ROAD, 35 FEET N OF CENTER LINE OF HWY., AND
 MD1490'0.4 FOOT LOWER THAN SAME.
 MD1490'
 MD1490'REFERENCE STAMPED ROWELS NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1490'98.47 FEET OR 20.014 METERS W IN AZIMUTH 98 DEG. 17 MIN. FROM STATION,
 MD1490'117 FEET N OF CENTER LINE OF HWY., 5.3 FEET LOWER THAN SAME, 68 FEET E
 MD1490'OF CENTER LINE OF GRAVEL ROAD, AND 1 FOOT S OF A FENCE.
 MD1490'
 MD1490'AZIMUTH STAMPED ROWELS 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD1490'0.25 MILE N OF THE STATION, 20 FEET E OF CENTER LINE OF GRAVEL ROAD,
 MD1490'1.1 FEET HIGHER THAN SAME, 7.3 FEET S OF CENTER OF S ONE OF TWO
 MD1490'CONCRETE GATEPOSTS, 1.5 FEET S OF STEEL WITNESS POST, AND A FOOT E OF
 MD1490'A FENCE.
 MD1490
 MD1490                          STATION RECOVERY (1994)
 MD1490
 MD1490'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1490'MARK NOT FOUND.
 MD1490
 MD1490                          STATION RECOVERY (2018)
 MD1490
 MD1490'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1490'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2437 ***********************************************************************
 LB2437  DESIGNATION -  ROYAL CENTER MUNICIPAL TANK
 LB2437  PID         -  LB2437
 LB2437  STATE/COUNTY-  IN/CASS
 LB2437  COUNTRY     -  US
 LB2437  USGS QUAD   -  LUCERNE (2019)
 LB2437
 LB2437                         *CURRENT SURVEY CONTROL
 LB2437  ______________________________________________________________________
 LB2437* NAD 83(1997) POSITION- 40 51 52.93998(N) 086 29 55.16297(W)   ADJUSTED
 LB2437  ______________________________________________________________________
 LB2437  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 LB2437  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 LB2437  HORZ ORDER      -  THIRD
 LB2437
 LB2437.The horizontal coordinates were established by classical geodetic methods
 LB2437.and adjusted by the National Geodetic Survey in May 1999.
 LB2437
 LB2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2437.GEOID18 height accuracy estimate available here.
 LB2437
 LB2437.Click photographs - Photos may exist for this station.
 LB2437
 LB2437.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2437
 LB2437. The following values were computed from the NAD 83(1997) position.
 LB2437
 LB2437;                    North         East     Units Scale Factor Converg.
 LB2437;SPC IN E     -   623,867.101    29,859.429   MT  1.00002720   -0 32 39.7
 LB2437;SPC IN E     - 2,046,803.98     97,963.81   sFT  1.00002720   -0 32 39.7
 LB2437;SPC IN W     -   623,698.447   949,290.837   MT  0.99999656   +0 22 57.2
 LB2437;SPC IN W     - 2,046,250.65  3,114,465.02   sFT  0.99999656   +0 22 57.2
 LB2437;UTM  16      - 4,523,859.213   542,249.944   MT  0.99962197   +0 19 40.9
 LB2437
 LB2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4224923859(NAD 83)
 LB2437
 LB2437                          SUPERSEDED SURVEY CONTROL
 LB2437
 LB2437  NAD 83(1986)-  40 51 52.94584(N)    086 29 55.17247(W) AD(       ) 3
 LB2437  NAD 27      -  40 51 52.79500(N)    086 29 55.15400(W) AD(       ) 3
 LB2437
 LB2437.Superseded values are not recommended for survey control.
 LB2437
 LB2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2437.See file dsdata.pdf to determine how the superseded data were derived.
 LB2437
 LB2437_MARKER: 53 = ELEVATED TANK
 LB2437
 LB2437  HISTORY     - Date     Condition        Report By
 LB2437  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2437  HISTORY     - 1989     GOOD             USPSQD
 LB2437
 LB2437                          STATION DESCRIPTION
 LB2437
 LB2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2437'THIS IS AN INTERSECTION STATION.
 LB2437'
 LB2437'THE STATION IS LOCATED IN THE EASTERN SECTION OF ROYAL CENTER.  IT IS
 LB2437'ABOUT 300 FEET NORTHEAST OF U. S. HIGHWAY 35 AND 100 FEET SOUTHEAST
 LB2437'OF NORTH STREET.  IT IS A STEEL WATER TANK SUPPORTED BY FOUR LEGS AND
 LB2437'ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL AT
 LB2437'THE APEX OF THE ROOF OF THE TANK.
 LB2437
 LB2437                          STATION RECOVERY (1989)
 LB2437
 LB2437'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1983 ***********************************************************************
 JA1983  DESIGNATION -  RUIN
 JA1983  PID         -  JA1983
 JA1983  STATE/COUNTY-  IN/WARRICK
 JA1983  COUNTRY     -  US
 JA1983  USGS QUAD   -  CHRISNEY (2019)
 JA1983
 JA1983                         *CURRENT SURVEY CONTROL
 JA1983  ______________________________________________________________________
 JA1983* NAD 83(1997) POSITION- 38 03 38.72635(N) 087 07 11.30523(W)   ADJUSTED
 JA1983* NAVD 88 ORTHO HEIGHT -   131.27  (+/-2cm)      430.7   (feet) VERTCON3
 JA1983  ______________________________________________________________________
 JA1983  GEOID HEIGHT    -        -31.421 (meters)                     GEOID18
 JA1983  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 JA1983  HORZ ORDER      -  THIRD
 JA1983  VERT ORDER      -  THIRD ? (See Below)
 JA1983
 JA1983.The horizontal coordinates were established by classical geodetic methods
 JA1983.and adjusted by the National Geodetic Survey in May 1999.
 JA1983
 JA1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1983
 JA1983.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1983.GEOID18 height accuracy estimate available here.
 JA1983
 JA1983.The vertical order pertains to the NGVD 29 superseded value.
 JA1983
 JA1983.Click photographs - Photos may exist for this station.
 JA1983
 JA1983.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1983
 JA1983. The following values were computed from the NAD 83(1997) position.
 JA1983
 JA1983;                    North         East     Units Scale Factor Converg.
 JA1983;SPC IN W     -   312,238.313   896,799.179   MT  0.99996679   -0 01 20.9
 JA1983;SPC IN W     - 1,024,401.87  2,942,248.64   sFT  0.99996679   -0 01 20.9
 JA1983;UTM  16      - 4,212,562.980   489,489.947   MT  0.99960136   -0 04 25.9
 JA1983
 JA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1983!SPC IN W     -   0.99998433  x   0.99996679  =   0.99995112
 JA1983!UTM  16      -   0.99998433  x   0.99960136  =   0.99958570
 JA1983
 JA1983:                Primary Azimuth Mark                     Grid Az
 JA1983:SPC IN W     -  RUIN AZ MK                               089 40 03.1
 JA1983:UTM  16      -  RUIN AZ MK                               089 43 08.1
 JA1983
 JA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8948912562(NAD 83)
 JA1983
 JA1983|---------------------------------------------------------------------|
 JA1983| PID    Reference Object                     Distance      Geod. Az  |
 JA1983|                                                           dddmmss.s |
 JA1983| CG9856 RUIN RM 1                            36.210 METERS 05759     |
 JA1983| CG9855 RUIN AZ MK                                         0893842.2 |
 JA1983| CG9857 RUIN RM 2                            12.115 METERS 26629     |
 JA1983|---------------------------------------------------------------------|
 JA1983
 JA1983                          SUPERSEDED SURVEY CONTROL
 JA1983
 JA1983  NAD 83(1993)-  38 03 38.72975(N)    087 07 11.30505(W) AD(       ) 3
 JA1983  NAD 83(1986)-  38 03 38.73582(N)    087 07 11.30779(W) AD(       ) 3
 JA1983  NAD 27      -  38 03 38.55600(N)    087 07 11.30600(W) AD(       ) 3
 JA1983  NGVD 29             131.38   (m)          431.0    (f) LEVELING    3  
 JA1983
 JA1983.Superseded values are not recommended for survey control.
 JA1983
 JA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1983.See file dsdata.pdf to determine how the superseded data were derived.
 JA1983
 JA1983_MARKER: DS = TRIANGULATION STATION DISK
 JA1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1983_STAMPING: RUIN 1946
 JA1983_MARK LOGO: CGS
 JA1983_PROJECTION: RECESSED 30 CENTIMETERS
 JA1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1983+STABILITY: SURFACE MOTION
 JA1983
 JA1983  HISTORY     - Date     Condition        Report By
 JA1983  HISTORY     - 1946     MONUMENTED       CGS
 JA1983
 JA1983                          STATION DESCRIPTION
 JA1983
 JA1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1983'THIS STATION IS ABOUT 1.5 MILES SOUTH OF TENNYSON AND 9.7 MILES EAST
 JA1983'FROM BOONVILLE ALONG STATE HIGHWAY 62 AT THE JUNCTION WITH 161.  IT IS
 JA1983'0.1 MILE WEST OF THE JUNCTION, AND 34 FEET NORTH OF THE CENTERLINE OF
 JA1983'STATE HIGHWAY 62 AND 14.5 FEET WEST OF A TELEPHONE POLE NO T-359, 6
 JA1983'FEET WEST OF A WHITE WITNESS POST AND 4 FEET NORTH OF A WIRE FENCE
 JA1983'LINE.  THE MARK IS A FOOT UNDERGROUND AND THE DISK IS STAMPED RUIN
 JA1983'1946.
 JA1983'
 JA1983'REFERENCE MARK NO 1 IS 118.80 FEET NORTHEAST OF THE STATION, 20 FEET
 JA1983'NORTH OF A 23-INCH WILD CHERRY TREE, 1 FOOT WEST OF A WIRE FENCE LINE.
 JA1983'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED RUIN NO 1 1946.
 JA1983'
 JA1983'REFERENCE MARK NO 2 IS 39.75 FEET WEST OF THE STATION, 31 FEET NORTH
 JA1983'OF THE CENTERLINE OF STATE HIGHWAY 62 AND 1.5 FEET NORTH OF A WIRE
 JA1983'FENCE LINE.  THE MARK PROJECTS 5 INCHES AND DISK IS STAMPED RUIN NO 2
 JA1983'1946.
 JA1983'
 JA1983'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 55 FEET NORTH OF THE
 JA1983'CENTERLINE OF STATE HIGHWAY 62 AND 13 FEET WEST OF A FARM DRIVEWAY,
 JA1983'10.5 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE
 JA1983'FENCE LINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED RUIN
 JA1983'1946.
 JA1983'
 JA1983'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE CITY SQUARE AT
 JA1983'THE JUNCTION OF STATE HIGHWAYS 61 AND 62 IN BOONVILLE, GO EAST ON
 JA1983'STATE HIGHWAY 62 FOR 9.7 MILES TO THE STATION ON THE LEFT, ABOUT 0.1
 JA1983'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 161.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2394 ***********************************************************************
 ME2394  DESIGNATION -  RUNNY
 ME2394  PID         -  ME2394
 ME2394  STATE/COUNTY-  IN/LA PORTE
 ME2394  COUNTRY     -  US
 ME2394  USGS QUAD   -  ENGLISH LAKE (2019)
 ME2394
 ME2394                         *CURRENT SURVEY CONTROL
 ME2394  ______________________________________________________________________
 ME2394* NAD 83(1997) POSITION- 41 18 08.71867(N) 086 48 53.07035(W)   ADJUSTED
 ME2394* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 ME2394  ______________________________________________________________________
 ME2394  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME2394  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 ME2394  HORZ ORDER      -  SECOND
 ME2394
 ME2394.The horizontal coordinates were established by classical geodetic methods
 ME2394.and adjusted by the National Geodetic Survey in May 1999.
 ME2394
 ME2394.The orthometric height was scaled from a topographic map.
 ME2394
 ME2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2394.GEOID18 height accuracy estimate available here.
 ME2394
 ME2394.Click photographs - Photos may exist for this station.
 ME2394
 ME2394.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2394
 ME2394. The following values were computed from the NAD 83(1997) position.
 ME2394
 ME2394;                    North         East     Units Scale Factor Converg.
 ME2394;SPC IN W     -   672,177.889   922,493.656   MT  0.99997289   +0 10 38.2
 ME2394;SPC IN W     - 2,205,303.62  3,026,547.94   sFT  0.99997289   +0 10 38.2
 ME2394;UTM  16      - 4,572,346.190   515,509.072   MT  0.99960296   +0 07 20.2
 ME2394
 ME2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2394!SPC IN W     -   0.99997333  x   0.99997289  =   0.99994622
 ME2394!UTM  16      -   0.99997333  x   0.99960296  =   0.99957630
 ME2394
 ME2394:                Primary Azimuth Mark                     Grid Az
 ME2394:SPC IN W     -  RUNNY AZ MK                              358 47 03.6
 ME2394:UTM  16      -  RUNNY AZ MK                              358 50 21.6
 ME2394
 ME2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1550972346(NAD 83)
 ME2394
 ME2394|---------------------------------------------------------------------|
 ME2394| PID    Reference Object                     Distance      Geod. Az  |
 ME2394|                                                           dddmmss.s |
 ME2394| ME2396 TT 37 F                              37.814 METERS 05430     |
 ME2394| CM4518 RUNNY RM 1                           34.683 METERS 13128     |
 ME2394| CM4517 RUNNY AZ MK                                        3585741.8 |
 ME2394|---------------------------------------------------------------------|
 ME2394
 ME2394                          SUPERSEDED SURVEY CONTROL
 ME2394
 ME2394  NAD 83(1986)-  41 18 08.72348(N)    086 48 53.07680(W) AD(       ) 2
 ME2394  NAD 27      -  41 18 08.57770(N)    086 48 53.00550(W) AD(       ) 2
 ME2394
 ME2394.Superseded values are not recommended for survey control.
 ME2394
 ME2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2394.See file dsdata.pdf to determine how the superseded data were derived.
 ME2394
 ME2394_MARKER: DS = TRIANGULATION STATION DISK
 ME2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2394_STAMPING: RUNNY 1948
 ME2394_MARK LOGO: CGS
 ME2394_PROJECTION: FLUSH
 ME2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2394+STABILITY: SURFACE MOTION
 ME2394
 ME2394  HISTORY     - Date     Condition        Report By
 ME2394  HISTORY     - 1948     MONUMENTED       CGS
 ME2394  HISTORY     - 20071103 GOOD             GEOCAC
 ME2394
 ME2394                          STATION DESCRIPTION
 ME2394
 ME2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2394'STATION IS LOCATED ABOUT 5 MILES SOUTH OF THOMASTON, 4 MILES SOUTHEAST
 ME2394'OF LA CROSSE AND 2 MILES NORTH OF ENGLISH LAKE.  IT IS 63 FEET WEST OF
 ME2394'CENTER OF A GRAVEL ROAD, 46 FEET SOUTH OF CENTER OF A GRAVEL ROAD AND
 ME2394'3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 ME2394'GROUND AND THE DISK IS STAMPED RUNNY 1948.
 ME2394'
 ME2394'REFERENCE MARK NO. 1 IS 113.79 FEET SOUTHEAST OF STATION.  IT IS 22
 ME2394'FEET EAST OF CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.  THE
 ME2394'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUNNY NO 1 1948.
 ME2394'
 ME2394'TT STA NO 37 F (USGS) WAS USED AS A REFERENCE MARK.  IT IS 124.06 FEET
 ME2394'NORTHEAST OF THE STATION, 40 FEET EAST OF CENTER OF A GRAVEL ROAD, 22
 ME2394'FEET NORTH OF CENTER OF A GRAVEL ROAD AND 2 FEET SOUTH OF A FENCE.
 ME2394'THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 ME2394'AND THE DISK IS A STANDARD USGS TRAVERSE STATION DISK STAMPED TT STA
 ME2394'NO 37 F 1928.
 ME2394'
 ME2394'AZIMUTH MARK IS 1.0 MILE NORTH OF THE STATION.  IT IS 32 FEET SOUTH OF
 ME2394'CENTER OF STATE HIGHWAY 8, 2 FEET EAST OF A WHITE WITNESS POST, 1 FOOT
 ME2394'NORTH OF A FENCE AND 1 FOOT EAST OF A TELEPHONE POLE.  THE MARK
 ME2394'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUNNY 1948.
 ME2394'
 ME2394'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 8 IN LA
 ME2394'CROSSE, GO EAST ON HIGHWAY 8 FOR 4.0 MILES TO A CROSS ROAD, TURN RIGHT
 ME2394'AND GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO ANOTHER CROSS ROAD AND
 ME2394'STATION ON RIGHT IN THE SOUTHWEST ANGLE AS DESCRIBED.
 ME2394'
 ME2394'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 ME2394'1.0 MILE TO THE JUNCTION OF HIGHWAY 8, TURN LEFT AND GO ABOUT 0.05
 ME2394'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2394'
 ME2394'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2394
 ME2394                          STATION RECOVERY (2007)
 ME2394
 ME2394'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2394'FOUND STATION.  RM 1 UPROOTED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2117 ***********************************************************************
 HZ2117  DESIGNATION -  RUNYON
 HZ2117  PID         -  HZ2117
 HZ2117  STATE/COUNTY-  IN/CLARK
 HZ2117  COUNTRY     -  US
 HZ2117  USGS QUAD   -  OWEN (2019)
 HZ2117
 HZ2117                         *CURRENT SURVEY CONTROL
 HZ2117  ______________________________________________________________________
 HZ2117* NAD 83(1997) POSITION- 38 29 21.30156(N) 085 36 28.85679(W)   ADJUSTED
 HZ2117* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 HZ2117  ______________________________________________________________________
 HZ2117  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 HZ2117  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 HZ2117  HORZ ORDER      -  THIRD
 HZ2117
 HZ2117.The horizontal coordinates were established by classical geodetic methods
 HZ2117.and adjusted by the National Geodetic Survey in May 1999.
 HZ2117
 HZ2117.The orthometric height was scaled from a topographic map.
 HZ2117
 HZ2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2117.GEOID18 height accuracy estimate available here.
 HZ2117
 HZ2117.Click photographs - Photos may exist for this station.
 HZ2117
 HZ2117.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2117
 HZ2117. The following values were computed from the NAD 83(1997) position.
 HZ2117
 HZ2117;                    North         East     Units Scale Factor Converg.
 HZ2117;SPC IN E     -   359,801.189   105,116.869   MT  0.99996699   +0 02 11.4
 HZ2117;SPC IN E     - 1,180,447.73    344,870.93   sFT  0.99996699   +0 02 11.4
 HZ2117;SPC KY1Z     - 1,239,283.807 1,512,387.042   MT  0.99996206   +0 05 13.8
 HZ2117;SPC KY1Z     - 4,065,883.62  4,961,889.82   sFT  0.99996206   +0 05 13.8
 HZ2117;SPC KY N     -   110,677.519   381,527.700   MT  0.99996215   -0 50 41.2
 HZ2117;SPC KY N     -   363,114.49  1,251,728.80   sFT  0.99996215   -0 50 41.2
 HZ2117;UTM  16      - 4,261,018.530   621,398.821   MT  0.99978149   +0 51 59.2
 HZ2117
 HZ2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2117!SPC IN E     -   0.99997611  x   0.99996699  =   0.99994311
 HZ2117!SPC KY1Z     -   0.99997611  x   0.99996206  =   0.99993818
 HZ2117!SPC KY N     -   0.99997611  x   0.99996215  =   0.99993827
 HZ2117!UTM  16      -   0.99997611  x   0.99978149  =   0.99975761
 HZ2117
 HZ2117:                Primary Azimuth Mark                     Grid Az
 HZ2117:SPC IN E     -  CLARK                                    144 13 20.1
 HZ2117:SPC KY1Z     -  CLARK                                    144 10 17.7
 HZ2117:SPC KY N     -  CLARK                                    145 06 12.7
 HZ2117:UTM  16      -  CLARK                                    143 23 32.3
 HZ2117
 HZ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2139861018(NAD 83)
 HZ2117
 HZ2117|---------------------------------------------------------------------|
 HZ2117| PID    Reference Object                     Distance      Geod. Az  |
 HZ2117|                                                           dddmmss.s |
 HZ2117| HZ2118 STATION 3                            21.311 METERS 03007     |
 HZ2117| CG9858 RUNYON AZ MK                                       0695056.0 |
 HZ2117| CG9859 RUNYON RM 1                          45.659 METERS 10125     |
 HZ2117| HZ2114 INDIANA ORD WKS TANK 2510 3         APPROX. 3.3 KM 1325040.5 |
 HZ2117| HZ2115 INDIANA ORD WKS TANK 2402 5         APPROX. 3.3 KM 1325347.9 |
 HZ2117| HZ2121 CLARK                               APPROX. 3.4 KM 1441531.5 |
 HZ2117| HZ2120 INDIANA ORD WKS TANK 2402 3         APPROX. 3.5 KM 1670752.9 |
 HZ2117| HZ2119 INDIANA ORD WKS TANK 2510 1         APPROX. 3.5 KM 1671338.6 |
 HZ2117|---------------------------------------------------------------------|
 HZ2117
 HZ2117                          SUPERSEDED SURVEY CONTROL
 HZ2117
 HZ2117  NAD 83(1993)-  38 29 21.30203(N)    085 36 28.85672(W) AD(       ) 3
 HZ2117  NAD 83(1986)-  38 29 21.30433(N)    085 36 28.86284(W) AD(       ) 3
 HZ2117  NAD 27      -  38 29 21.07600(N)    085 36 29.00200(W) AD(       ) 3
 HZ2117
 HZ2117.Superseded values are not recommended for survey control.
 HZ2117
 HZ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2117.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2117
 HZ2117_MARKER: DS = TRIANGULATION STATION DISK
 HZ2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2117_STAMPING: RUNYON 1947
 HZ2117_MARK LOGO: CGS
 HZ2117_PROJECTION: FLUSH
 HZ2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2117+STABILITY: SURFACE MOTION
 HZ2117
 HZ2117  HISTORY     - Date     Condition        Report By
 HZ2117  HISTORY     - 1947     MONUMENTED       CGS
 HZ2117
 HZ2117                          STATION DESCRIPTION
 HZ2117
 HZ2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2117'THE STATION IS LOCATED BESIDE THE OLD STATE HIGHWAY 62, ABOUT 4-1/2
 HZ2117'MILES NORTHEAST OF CHARLESTOWN, 4-1/4 MILES WEST OF SOLON, AND ON
 HZ2117'LAND OWNED BY MR. C. BISHOP. IT IS 34 FEET SOUTH OF THE APPROXIMATE
 HZ2117'CENTERLINE OF THE OLD HIGHWAY, 33.5 FEET EAST OF THE NORTHEAST
 HZ2117'CORNER OF MR. BISHOPS HOUSE, 18 FEET EAST OF A WIRE FENCE, 11.6 FEET
 HZ2117'SOUTH OF A WIRE FENCE, AND 10.5 FEET SOUTH OF A WITNESS POST. THE
 HZ2117'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED RUNYON 1947.
 HZ2117'
 HZ2117'REFERENCE MARK NO. 1 IS 149.80 FEET EAST OF THE STATION AND 67 FEET
 HZ2117'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK
 HZ2117'PROJECTS 4 INCHES, AND THE DISK IS STAMPED RUNYON NO 1 1947.
 HZ2117'
 HZ2117'U.S.G.S. STA. 3 1905 612 WAS USED AS REFERENCE MK. NO. 2. IT IS 69.92
 HZ2117'FT. NORTH-NORTHEAST OF TRIANGULATION STATION RUNYON, 26 FEET
 HZ2117'NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 3.4 FEET SOUTH
 HZ2117'OF A WIRE FENCE AND 1-1/2-FOOT LOCUST TREE. THE MARK IS A
 HZ2117'STANDARD U.S.G.S CAST IRON PIPE AND BRONZE DISK PROJECTING 5 INCHES,
 HZ2117'AND THE DISK IS STAMPED STA NO 3 1905 612.
 HZ2117'
 HZ2117'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION, 15 FEET
 HZ2117'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND
 HZ2117'1.5 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2117'DISK IS STAMPED RUNYON 1947.
 HZ2117'
 HZ2117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND 62 IN
 HZ2117'CHARLESTOWN, GO NORTHEAST ON THE LATTER FOR 4.9 MILES TO A SIDE
 HZ2117'ROAD ON THE LEFT. TURN LEFT, NORTH, AND GO ON THE MAIN ROAD FOR 1.15
 HZ2117'MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH 0.05 MILE
 HZ2117'TO A T-ROAD. TURN LEFT, WEST, ON OLD STATE HIGHWAY 62 AND GO 0.15
 HZ2117'MILE TO THE STATION ON THE LEFT.
 HZ2117'
 HZ2117'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2315 ***********************************************************************
 ME2315  DESIGNATION -  RUSH
 ME2315  PID         -  ME2315
 ME2315  STATE/COUNTY-  IN/MARSHALL
 ME2315  COUNTRY     -  US
 ME2315  USGS QUAD   -  CULVER (2019)
 ME2315
 ME2315                         *CURRENT SURVEY CONTROL
 ME2315  ______________________________________________________________________
 ME2315* NAD 83(1997) POSITION- 41 14 27.54300(N) 086 23 27.75771(W)   ADJUSTED
 ME2315* NAVD 88 ORTHO HEIGHT -   238.45  (+/-2cm)      782.3   (feet) VERTCON3
 ME2315  ______________________________________________________________________
 ME2315  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 ME2315  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 ME2315  HORZ ORDER      -  SECOND
 ME2315  VERT ORDER      -  THIRD ? (See Below)
 ME2315
 ME2315.The horizontal coordinates were established by classical geodetic methods
 ME2315.and adjusted by the National Geodetic Survey in May 1999.
 ME2315
 ME2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2315
 ME2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2315.GEOID18 height accuracy estimate available here.
 ME2315
 ME2315.The vertical order pertains to the NGVD 29 superseded value.
 ME2315
 ME2315.Click photographs - Photos may exist for this station.
 ME2315
 ME2315.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2315
 ME2315. The following values were computed from the NAD 83(1997) position.
 ME2315
 ME2315;                    North         East     Units Scale Factor Converg.
 ME2315;SPC IN E     -   665,573.146    39,278.722   MT  1.00001203   -0 28 39.2
 ME2315;SPC IN E     - 2,183,634.56    128,866.94   sFT  1.00001203   -0 28 39.2
 ME2315;SPC IN W     -   665,551.223   958,031.500   MT  1.00000810   +0 27 23.0
 ME2315;SPC IN W     - 2,183,562.64  3,143,141.68   sFT  1.00000810   +0 27 23.0
 ME2315;UTM  16      - 4,565,687.916   551,027.288   MT  0.99963204   +0 24 05.2
 ME2315
 ME2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2315!SPC IN E     -   0.99996789  x   1.00001203  =   0.99997992
 ME2315!SPC IN W     -   0.99996789  x   1.00000810  =   0.99997599
 ME2315!UTM  16      -   0.99996789  x   0.99963204  =   0.99959994
 ME2315
 ME2315:                Primary Azimuth Mark                     Grid Az
 ME2315:SPC IN E     -  RIPPLEY                                  213 27 25.0
 ME2315:SPC IN W     -  RIPPLEY                                  212 31 22.8
 ME2315:UTM  16      -  RIPPLEY                                  212 34 40.6
 ME2315
 ME2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5102765687(NAD 83)
 ME2315
 ME2315|---------------------------------------------------------------------|
 ME2315| PID    Reference Object                     Distance      Geod. Az  |
 ME2315|                                                           dddmmss.s |
 ME2315| CM4519 RUSH RM                              17.520 METERS 18002     |
 ME2315| ME0312 RIPPLEY                             APPROX. 0.5 KM 2125845.8 |
 ME2315|---------------------------------------------------------------------|
 ME2315
 ME2315                          SUPERSEDED SURVEY CONTROL
 ME2315
 ME2315  NAD 83(1986)-  41 14 27.55185(N)    086 23 27.76451(W) AD(       ) 2
 ME2315  NAD 27      -  41 14 27.40070(N)    086 23 27.74320(W) AD(       ) 2
 ME2315  USSD        -  41 14 27.42200(N)    086 23 27.56500(W) AD(       ) 3
 ME2315  NGVD 29             238.56   (m)          782.7    (f) LEVELING    3  
 ME2315
 ME2315.Superseded values are not recommended for survey control.
 ME2315
 ME2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2315.See file dsdata.pdf to determine how the superseded data were derived.
 ME2315
 ME2315_MARKER: DS = TRIANGULATION STATION DISK
 ME2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2315_STAMPING: RUSH 1920
 ME2315_MARK LOGO: CGS
 ME2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2315+STABILITY: SURFACE MOTION
 ME2315
 ME2315  HISTORY     - Date     Condition        Report By
 ME2315  HISTORY     - 1920     MONUMENTED       CGS
 ME2315
 ME2315                          STATION DESCRIPTION
 ME2315
 ME2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2315'ABOUT 2-1/4 MILES
 ME2315'N OF CULVER, ON
 ME2315'THE E SIDE OF THE TRACK, 125 YARDS S OF MILEPOST
 ME2315'T.H. 151, THREE-FOURTHS MILE S OF
 ME2315'THE VANDALIA-NICKEL PLATE CROSSING,
 ME2315'50 YARDS E OF H.S. MCGOWANS RESIDENCE, 5.85 METERS
 ME2315'(19.20
 ME2315'FEET) E OF THE E AND NEAREST RAIL.  THE STATION, UNDERGROUND AND
 ME2315'REFERENCE MARKS
 ME2315'ARE BRONZE TABLETS SET IN CONCRETE.  THE
 ME2315'REFERENCE MARK IS ON THE SAME SIDE OF
 ME2315'THE TRACK NEAR THE FENCE LINE, 17.52 METERS
 ME2315'(57.48 FEET) FROM THE
 ME2315'STATION S 00 DEG 02 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1736 ***********************************************************************
 JZ1736  DESIGNATION -  RUSHVILLE
 JZ1736  PID         -  JZ1736
 JZ1736  STATE/COUNTY-  IN/RUSH
 JZ1736  COUNTRY     -  US
 JZ1736  USGS QUAD   -  RUSHVILLE (2019)
 JZ1736
 JZ1736                         *CURRENT SURVEY CONTROL
 JZ1736  ______________________________________________________________________
 JZ1736* NAD 83(1997) POSITION- 39 35 52.19942(N) 085 26 16.48114(W)   ADJUSTED
 JZ1736* NAVD 88 ORTHO HEIGHT -   301.162 (meters)      988.06  (feet) ADJUSTED
 JZ1736  ______________________________________________________________________
 JZ1736  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JZ1736  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 JZ1736  DYNAMIC HEIGHT  -        300.982 (meters)      987.47  (feet) COMP
 JZ1736  MODELED GRAVITY -    980,019.1   (mgal)                       NAVD 88
 JZ1736
 JZ1736  HORZ ORDER      -  FIRST
 JZ1736  VERT ORDER      -  SECOND    CLASS 0
 JZ1736
 JZ1736.The horizontal coordinates were established by classical geodetic methods
 JZ1736.and adjusted by the National Geodetic Survey in May 1999.
 JZ1736
 JZ1736.The orthometric height was determined by differential leveling and
 JZ1736.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1736.in June 1991.
 JZ1736
 JZ1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1736.GEOID18 height accuracy estimate available here.
 JZ1736
 JZ1736.Click photographs - Photos may exist for this station.
 JZ1736
 JZ1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1736
 JZ1736.The dynamic height is computed by dividing the NAVD 88
 JZ1736.geopotential number by the normal gravity value computed on the
 JZ1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1736.degrees latitude (g = 980.6199 gals.).
 JZ1736
 JZ1736.The modeled gravity was interpolated from observed gravity values.
 JZ1736
 JZ1736. The following values were computed from the NAD 83(1997) position.
 JZ1736
 JZ1736;                    North         East     Units Scale Factor Converg.
 JZ1736;SPC IN E     -   482,891.232   119,647.762   MT  0.99997142   +0 08 44.9
 JZ1736;SPC IN E     - 1,584,285.65    392,544.37   sFT  0.99997142   +0 08 44.9
 JZ1736;UTM  16      - 4,384,287.705   634,121.501   MT  0.99982147   +0 59 44.9
 JZ1736
 JZ1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1736!SPC IN E     -   0.99995809  x   0.99997142  =   0.99992952
 JZ1736!UTM  16      -   0.99995809  x   0.99982147  =   0.99977957
 JZ1736
 JZ1736:                Primary Azimuth Mark                     Grid Az
 JZ1736:SPC IN E     -  RUSHVILLE AZ MK                          107 12 16.8
 JZ1736:UTM  16      -  RUSHVILLE AZ MK                          106 21 16.8
 JZ1736
 JZ1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3412184287(NAD 83)
 JZ1736
 JZ1736|---------------------------------------------------------------------|
 JZ1736| PID    Reference Object                     Distance      Geod. Az  |
 JZ1736|                                                           dddmmss.s |
 JZ1736| JZ3314 INDIANAPOLIS DAYTON AWY BCN 4       APPROX.24.8 KM 0205320.4 |
 JZ1736| JZ1737 RUSHVILLE RM 1                       30.150 METERS 03328     |
 JZ1736| CD1170 RUSHVILLE AZ MK                                    1072101.7 |
 JZ1736| JZ1738 RUSHVILLE RM 2                       37.485 METERS 12224     |
 JZ1736| JZ3302 RUSHVILLE RUSH CO CTHSE TWR         APPROX. 1.2 KM 3344100.5 |
 JZ1736|---------------------------------------------------------------------|
 JZ1736
 JZ1736                          SUPERSEDED SURVEY CONTROL
 JZ1736
 JZ1736  NAD 83(1995)-  39 35 52.20025(N)    085 26 16.48752(W) AD(       ) 1
 JZ1736  NAD 83(1986)-  39 35 52.20104(N)    085 26 16.49254(W) AD(       ) 1
 JZ1736  NAD 27      -  39 35 52.03000(N)    085 26 16.59900(W) AD(       ) 1
 JZ1736  NGVD 29 (??/??/92)  301.289  (m)          988.48   (f) ADJ UNCH    2 0
 JZ1736  NGVD 29             301.29   (m)          988.5    (f) LEVELING    3  
 JZ1736
 JZ1736.Superseded values are not recommended for survey control.
 JZ1736
 JZ1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1736.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1736
 JZ1736_MARKER: DM = MAGNETIC STATION DISK
 JZ1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1736_STAMPING: RUSHVILLE 1918
 JZ1736_MARK LOGO: CGS
 JZ1736_PROJECTION: FLUSH
 JZ1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1736+STABILITY: SURFACE MOTION
 JZ1736
 JZ1736  HISTORY     - Date     Condition        Report By
 JZ1736  HISTORY     - 1918     MONUMENTED       CGS
 JZ1736  HISTORY     - 1939     GOOD             CGS
 JZ1736  HISTORY     - 1947     GOOD             CGS
 JZ1736  HISTORY     - 1948     GOOD             CGS
 JZ1736  HISTORY     - 19970101 GOOD             IN-059
 JZ1736
 JZ1736                          STATION DESCRIPTION
 JZ1736
 JZ1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1736'ABOUT 0.7 MILE SOUTH-SOUTHEAST OF THE COURTHOUSE IN RUSHVILLE, ON
 JZ1736'PROPERTY FORMERLY OWNED BY THE CIRCLEVILLE SCHOOL, BUT NOW OWNED
 JZ1736'BY JOHN BEAL OF RUSHVILLE AND OCCUPIED BY THE JACOBS AND SELF
 JZ1736'FAMILIES. IT IS 73 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JZ1736'OLD SCHOOL BUILDING, 41.5 FEET EAST OF AN 18-INCH WALNUT TREE. THE
 JZ1736'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY MAGNETIC
 JZ1736'STATION DISK STAMPED RUSHVILLE, 1918 IN THE TOP OF AN IRREGULAR MASS
 JZ1736'OF CONCRETE ABOUT 18- BY 24-INCHES, SET FLUSH WITH THE GROUND.
 JZ1736'
 JZ1736'TO REACH FROM THE RUSHVILLE COURTHOUSE, GO SOUTHEAST ON U.S. HIGHWAY
 JZ1736'52 FOR 0.6 MILE TO THE OLD CIRCLEVILLE SCHOOL BUILDING AND
 JZ1736'STATION IN THE REAR.
 JZ1736'
 JZ1736'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 JZ1736'CONCRETE.
 JZ1736'
 JZ1736'REFERENCE MARK NO.1 IS NORTH OF THE STATION, 2 FEET SOUTH OF A WIRE
 JZ1736'FENCE, 25 FEET EAST OF THE FENCE CORNER, AND PROJECTS 4
 JZ1736'INCHES ABOVE GROUND.
 JZ1736'
 JZ1736'REFERENCE MARK NO.2 IS EAST OF THE STATION, 9 FEET NORTH OF A 12-INCH
 JZ1736'MAPLE, 1 FOOT WEST OF A WIRE FENCE, 39 FEET SOUTH OF AN
 JZ1736'18-INCH WALNUT TREE, AND PROJECTS 8 INCHES ABOVE GROUND.
 JZ1736'
 JZ1736'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHEAST OF THE STATION,
 JZ1736'ABOUT 150 YARDS WEST-NORTHWEST OF THE HOUSE OWNED BY NOAH WELLS,
 JZ1736'18 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 18 FEET NORTH OF A
 JZ1736'FARM ROAD LEADING INTO A FIELD, 2 FEET WEST OF THE SOUTH END OF
 JZ1736'A WIRE-FENCE LINE, AND PROJECTS 8 INCHES ABOVE GROUND.
 JZ1736'
 JZ1736'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 JZ1736
 JZ1736                          STATION RECOVERY (1947)
 JZ1736
 JZ1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1736'0.8 MI SE FROM RUSHVILLE.
 JZ1736'ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COURT
 JZ1736'HOUSE AT RUSHVILLE, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
 JZ1736'OF STATE HIGHWAY 3 LEADING SOUTH, AT THE OLD CIRCLEVILLE SCHOOL
 JZ1736'(NOW USED AS A PRIVATE HOME), 184 FEET NORTHEAST OF THE CENTER
 JZ1736'LINE OF THE HIGHWAY, 73 FEET NORTHEAST OF THE NORTH CORNER
 JZ1736'OF THE SCHOOL BUILDING, 41 FEET EAST OF A 24-INCH WALNUT TREE,
 JZ1736'2 FEET SOUTHWEST OF A WHITE WOODEN POST AND SET IN THE TOP OF A
 JZ1736'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 JZ1736
 JZ1736                          STATION RECOVERY (1948)
 JZ1736
 JZ1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ1736'RECOVERED. TO REACH FROM RUSHVILLE COURTHOUSE, GO SE ON U.S. HIGHWAY
 JZ1736'52 FOR 0.9 MILE TO THE OLD CIRCLEVILLE SCHOOL BUILDING AND THE
 JZ1736'STATION.
 JZ1736
 JZ1736                          STATION RECOVERY (1997)
 JZ1736
 JZ1736'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1997 (DWS)
 JZ1736'CIRCLEVILLE SCHOOL BUILDING RAZED.  GROUNDS NOW USED FOR MOBILE HOME
 JZ1736'PARK.  DISK IS SOMEWHAT BEAT UP BUT IN PLACE.  REFERENCE MARKS WOULD
 JZ1736'SERVE BETTER FOR BENCH MARK ELEVATIONS.  SEE DIAGRAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1737 ***********************************************************************
 JZ1737  DESIGNATION -  RUSHVILLE RM 1
 JZ1737  PID         -  JZ1737
 JZ1737  STATE/COUNTY-  IN/RUSH
 JZ1737  COUNTRY     -  US
 JZ1737  USGS QUAD   -  RUSHVILLE (2019)
 JZ1737
 JZ1737                         *CURRENT SURVEY CONTROL
 JZ1737  ______________________________________________________________________
 JZ1737* NAD 83(1986) POSITION- 39 35 53.01   (N) 085 26 15.78   (W)   HD_HELD1
 JZ1737* NAVD 88 ORTHO HEIGHT -   300.837 (meters)      987.00  (feet) ADJUSTED
 JZ1737  ______________________________________________________________________
 JZ1737  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JZ1737  DYNAMIC HEIGHT  -        300.656 (meters)      986.40  (feet) COMP
 JZ1737  MODELED GRAVITY -    980,019.1   (mgal)                       NAVD 88
 JZ1737
 JZ1737  VERT ORDER      -  SECOND    CLASS 0
 JZ1737
 JZ1737.The horizontal coordinates were determined by differentially corrected
 JZ1737.hand held GPS observations or other comparable positioning techniques
 JZ1737.and have an estimated accuracy of +/- 3 meters.
 JZ1737
 JZ1737.The orthometric height was determined by differential leveling and
 JZ1737.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1737.in June 1991.
 JZ1737
 JZ1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1737.GEOID18 height accuracy estimate available here.
 JZ1737
 JZ1737.Click photographs - Photos may exist for this station.
 JZ1737
 JZ1737.The dynamic height is computed by dividing the NAVD 88
 JZ1737.geopotential number by the normal gravity value computed on the
 JZ1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1737.degrees latitude (g = 980.6199 gals.).
 JZ1737
 JZ1737.The modeled gravity was interpolated from observed gravity values.
 JZ1737
 JZ1737;                    North         East    Units  Estimated Accuracy
 JZ1737;SPC IN E     -   482,916.3     119,664.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1737
 JZ1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3413784312(NAD 83)
 JZ1737
 JZ1737                          SUPERSEDED SURVEY CONTROL
 JZ1737
 JZ1737  NGVD 29 (??/??/92)  300.964  (m)          987.41   (f) ADJ UNCH    2 0
 JZ1737
 JZ1737.Superseded values are not recommended for survey control.
 JZ1737
 JZ1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1737.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1737
 JZ1737_MARKER: DR = REFERENCE MARK DISK
 JZ1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1737_STAMPING: RUSHVILLE NO 1 1939
 JZ1737_MARK LOGO: CGS
 JZ1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1737+STABILITY: SURFACE MOTION
 JZ1737
 JZ1737  HISTORY     - Date     Condition        Report By
 JZ1737  HISTORY     - 1939     MONUMENTED       CGS
 JZ1737  HISTORY     - 1947     GOOD             CGS
 JZ1737  HISTORY     - 19970101 GOOD             IN-059
 JZ1737
 JZ1737                          STATION DESCRIPTION
 JZ1737
 JZ1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1737'0.8 MI SE FROM RUSHVILLE.
 JZ1737'ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COURT
 JZ1737'HOUSE AT RUSHVILLE, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
 JZ1737'OF STATE HIGHWAY 3 LEADING SOUTH, AT THE OLD CIRCLEVILLE SCHOOL
 JZ1737'(NOW USED AS A PRIVATE HOME), 99 FEET NORTH-NORTHEAST OF THE
 JZ1737'STATION MARK, ALONG THE FENCE LINE IN THE BACK OF THE SCHOOL,
 JZ1737'170 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF THE OLD SCHOOL
 JZ1737'BUILDING, 26 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST
 JZ1737'OF THE FENCE LINE, 3.5 FEET WEST OF A 4-INCH TREE, 2 FEET
 JZ1737'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 JZ1737'OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1737
 JZ1737                          STATION RECOVERY (1997)
 JZ1737
 JZ1737'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1997 (DWS)
 JZ1737'CIRCLEVILLE SCHOOL BUILDING RAZED.  GROUNDS NOW USED FOR MOBILE HOME
 JZ1737'PARK.  SET FIBERGLASS WITNESS POSTS.  SEE DIAGRAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1738 ***********************************************************************
 JZ1738  DESIGNATION -  RUSHVILLE RM 2
 JZ1738  PID         -  JZ1738
 JZ1738  STATE/COUNTY-  IN/RUSH
 JZ1738  COUNTRY     -  US
 JZ1738  USGS QUAD   -  RUSHVILLE (2019)
 JZ1738
 JZ1738                         *CURRENT SURVEY CONTROL
 JZ1738  ______________________________________________________________________
 JZ1738* NAD 83(1986) POSITION- 39 35 51.55   (N) 085 26 15.15   (W)   HD_HELD1
 JZ1738* NAVD 88 ORTHO HEIGHT -   301.454 (meters)      989.02  (feet) ADJUSTED
 JZ1738  ______________________________________________________________________
 JZ1738  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JZ1738  DYNAMIC HEIGHT  -        301.274 (meters)      988.43  (feet) COMP
 JZ1738  MODELED GRAVITY -    980,019.1   (mgal)                       NAVD 88
 JZ1738
 JZ1738  VERT ORDER      -  SECOND    CLASS 0
 JZ1738
 JZ1738.The horizontal coordinates were determined by differentially corrected
 JZ1738.hand held GPS observations or other comparable positioning techniques
 JZ1738.and have an estimated accuracy of +/- 3 meters.
 JZ1738
 JZ1738.The orthometric height was determined by differential leveling and
 JZ1738.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1738.in June 1991.
 JZ1738
 JZ1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1738.GEOID18 height accuracy estimate available here.
 JZ1738
 JZ1738.Click photographs - Photos may exist for this station.
 JZ1738
 JZ1738.The dynamic height is computed by dividing the NAVD 88
 JZ1738.geopotential number by the normal gravity value computed on the
 JZ1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1738.degrees latitude (g = 980.6199 gals.).
 JZ1738
 JZ1738.The modeled gravity was interpolated from observed gravity values.
 JZ1738
 JZ1738;                    North         East    Units  Estimated Accuracy
 JZ1738;SPC IN E     -   482,871.3     119,679.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1738
 JZ1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3415384268(NAD 83)
 JZ1738
 JZ1738                          SUPERSEDED SURVEY CONTROL
 JZ1738
 JZ1738  NGVD 29 (??/??/92)  301.581  (m)          989.44   (f) ADJ UNCH    2 0
 JZ1738
 JZ1738.Superseded values are not recommended for survey control.
 JZ1738
 JZ1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1738.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1738
 JZ1738_MARKER: DR = REFERENCE MARK DISK
 JZ1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1738_STAMPING: RUSHVILLE NO 2 1939
 JZ1738_MARK LOGO: CGS
 JZ1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1738+STABILITY: SURFACE MOTION
 JZ1738
 JZ1738  HISTORY     - Date     Condition        Report By
 JZ1738  HISTORY     - 1939     MONUMENTED       CGS
 JZ1738  HISTORY     - 1947     GOOD             CGS
 JZ1738  HISTORY     - 19970101 GOOD             IN-059
 JZ1738
 JZ1738                          STATION DESCRIPTION
 JZ1738
 JZ1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1738'0.8 MI SE FROM RUSHVILLE.
 JZ1738'ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE COURT
 JZ1738'HOUSE AT RUSHVILLE, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
 JZ1738'OF STATE HIGHWAY 3 LEADING SOUTH, AT THE OLD CIRCLEVILLE SCHOOL
 JZ1738'(NOW USED AS A PRIVATE HOME), 123 FEET EAST OF THE STATION MARK,
 JZ1738'ALONG A FENCE LINE, 101 FEET EAST-NORTHEAST OF THE EAST CORNER
 JZ1738'OF THE OLD SCHOOL BUILDING, 4 FEET NORTHEAST OF THE NORTHEAST
 JZ1738'ONE OF TWO 18-INCH TREES, 1 FOOT NORTHWEST OF THE FENCE LINE,
 JZ1738'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 JZ1738'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1738
 JZ1738                          STATION RECOVERY (1997)
 JZ1738
 JZ1738'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1997 (DWS)
 JZ1738'CIRCLEVILLE SCHOOL BUILDING RAZED.  GROUNDS NOW USED FOR MOBILE HOME
 JZ1738'PARK.  SET FIBERGLASS WITNESS POSTS.  SEE DIAGRAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3302 ***********************************************************************
 JZ3302  DESIGNATION -  RUSHVILLE RUSH CO CTHSE TWR
 JZ3302  PID         -  JZ3302
 JZ3302  STATE/COUNTY-  IN/RUSH
 JZ3302  COUNTRY     -  US
 JZ3302  USGS QUAD   -  RUSHVILLE (2019)
 JZ3302
 JZ3302                         *CURRENT SURVEY CONTROL
 JZ3302  ______________________________________________________________________
 JZ3302* NAD 83(1997) POSITION- 39 36 28.37604(N) 085 26 38.60587(W)   ADJUSTED
 JZ3302  ______________________________________________________________________
 JZ3302  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 JZ3302  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 JZ3302  HORZ ORDER      -  THIRD
 JZ3302
 JZ3302.The horizontal coordinates were established by classical geodetic methods
 JZ3302.and adjusted by the National Geodetic Survey in May 1999.
 JZ3302
 JZ3302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3302.GEOID18 height accuracy estimate available here.
 JZ3302
 JZ3302.Click photographs - Photos may exist for this station.
 JZ3302
 JZ3302.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3302
 JZ3302. The following values were computed from the NAD 83(1997) position.
 JZ3302
 JZ3302;                    North         East     Units Scale Factor Converg.
 JZ3302;SPC IN E     -   484,005.588   119,117.140   MT  0.99997116   +0 08 30.9
 JZ3302;SPC IN E     - 1,587,941.67    390,803.48   sFT  0.99997116   +0 08 30.9
 JZ3302;UTM  16      - 4,385,393.900   633,574.486   MT  0.99981967   +0 59 31.6
 JZ3302
 JZ3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3357485393(NAD 83)
 JZ3302
 JZ3302                          SUPERSEDED SURVEY CONTROL
 JZ3302
 JZ3302  NAD 83(1995)-  39 36 28.37676(N)    085 26 38.61253(W) AD(       ) 3
 JZ3302  NAD 83(1986)-  39 36 28.37743(N)    085 26 38.61753(W) AD(       ) 3
 JZ3302  NAD 27      -  39 36 28.20700(N)    085 26 38.72200(W) AD(       ) 3
 JZ3302
 JZ3302.Superseded values are not recommended for survey control.
 JZ3302
 JZ3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3302.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3302
 JZ3302_MARKER: 55 = TOWER
 JZ3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3302+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 JZ3302
 JZ3302  HISTORY     - Date     Condition        Report By
 JZ3302  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3302  HISTORY     - 1948     GOOD             CGS
 JZ3302  HISTORY     - 20030524 GOOD             GEOCAC
 JZ3302
 JZ3302                          STATION DESCRIPTION
 JZ3302
 JZ3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3302'TOWER OF THE RUSH COUNTY COURTHOUSE IN RUSHVILLE.  ERECTED IN 1896
 JZ3302'AND LOCATED IN THE APPROXIMATE CENTER OF THE TOWN, FACING ON 2ND
 JZ3302'STREET, IT IS QUITE PROMINENT.
 JZ3302'
 JZ3302'THE TOWER IS OF STONE CONSTRUCTION ABOUT 40 FEET SQUARE AND ABOUT 80
 JZ3302'FEET HIGH, AND HAS A CLOCK DIAL ON EACH OF ITS FOUR SIDES NEAR
 JZ3302'THE TOP.  ON THIS IS A SMALL RED-SLATE, ROOFED TOWER ABOUT 20 FEET
 JZ3302'HIGH WITH A SHORT STEEL POINT AT ITS APEX.  THE TOTAL HEIGHT IS
 JZ3302'ABOUT 180 FEET.
 JZ3302
 JZ3302                          STATION RECOVERY (1948)
 JZ3302
 JZ3302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3302'RECOVERED AS DESCRIBED.
 JZ3302
 JZ3302                          STATION RECOVERY (2003)
 JZ3302
 JZ3302'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2605 ***********************************************************************
 JZ2605  DESIGNATION -  RUSSELL AZ MK
 JZ2605  PID         -  JZ2605
 JZ2605  STATE/COUNTY-  IN/SHELBY
 JZ2605  COUNTRY     -  US
 JZ2605  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2605
 JZ2605                         *CURRENT SURVEY CONTROL
 JZ2605  ______________________________________________________________________
 JZ2605* NAD 83(1986) POSITION- 39 37 44.     (N) 085 47 36.     (W)   SCALED
 JZ2605* NAVD 88 ORTHO HEIGHT -   250.388 (meters)      821.48  (feet) ADJUSTED
 JZ2605  ______________________________________________________________________
 JZ2605  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 JZ2605  DYNAMIC HEIGHT  -        250.243 (meters)      821.01  (feet) COMP
 JZ2605  MODELED GRAVITY -    980,041.3   (mgal)                       NAVD 88
 JZ2605
 JZ2605  VERT ORDER      -  SECOND    CLASS 0
 JZ2605
 JZ2605.The horizontal coordinates were scaled from a map and have
 JZ2605.an estimated accuracy of +/- 6 seconds.
 JZ2605
 JZ2605.The orthometric height was determined by differential leveling and
 JZ2605.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2605.in June 1991.
 JZ2605
 JZ2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2605.GEOID18 height accuracy estimate available here.
 JZ2605
 JZ2605.Click photographs - Photos may exist for this station.
 JZ2605
 JZ2605.The dynamic height is computed by dividing the NAVD 88
 JZ2605.geopotential number by the normal gravity value computed on the
 JZ2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2605.degrees latitude (g = 980.6199 gals.).
 JZ2605
 JZ2605.The modeled gravity was interpolated from observed gravity values.
 JZ2605
 JZ2605;                    North         East    Units  Estimated Accuracy
 JZ2605;SPC IN E     -   486,320.       89,130.      MT  (+/- 180 meters Scaled)
 JZ2605
 JZ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ035872(NAD 83)
 JZ2605
 JZ2605                          SUPERSEDED SURVEY CONTROL
 JZ2605
 JZ2605  NGVD 29 (??/??/92)  250.500  (m)          821.85   (f) ADJ UNCH    2 0
 JZ2605
 JZ2605.Superseded values are not recommended for survey control.
 JZ2605
 JZ2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2605.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2605
 JZ2605_MARKER: DZ = AZIMUTH MARK DISK
 JZ2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2605_STAMPING: RUSSELL 1939
 JZ2605_MARK LOGO: CGS
 JZ2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2605+STABILITY: SURFACE MOTION
 JZ2605
 JZ2605  HISTORY     - Date     Condition        Report By
 JZ2605  HISTORY     - 1939     MONUMENTED       CGS
 JZ2605  HISTORY     - 1947     GOOD             CGS
 JZ2605
 JZ2605                          STATION DESCRIPTION
 JZ2605
 JZ2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2605'6.8 MI SE FROM CARROLLTON.
 JZ2605'TO REACH THIS MARK FOLLOW U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2605'CHURCH AT CARROLLTON FOR 0.1 MILE, THENCE 3.5 MILE SOUTH ALONG
 JZ2605'A COUNTY ROAD, THENCE 0.15 MILE EAST, 1.0 MILE SOUTH, 1.2 MILE
 JZ2605'EAST, 0.75 MILE SOUTH AND 0.15 MILE EAST ALONG GRAVEL ROADS.
 JZ2605'THE MARK IS AT MRS. SUSAN DUNAGANS FARM, ABOUT 80 YARDS NORTH
 JZ2605'OF THE EAST-WEST GRAVEL ROAD ON THE NORTH SIDE OF AN UNPAINTED
 JZ2605'BARN, 22.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BARN,
 JZ2605'8 FEET EAST OF A GATE POST, 2 FEET SOUTH OF A FENCE LINE, SET IN
 JZ2605'THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2604 ***********************************************************************
 JZ2604  DESIGNATION -  RUSSELL RM 1
 JZ2604  PID         -  JZ2604
 JZ2604  STATE/COUNTY-  IN/SHELBY
 JZ2604  COUNTRY     -  US
 JZ2604  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2604
 JZ2604                         *CURRENT SURVEY CONTROL
 JZ2604  ______________________________________________________________________
 JZ2604* NAD 83(1986) POSITION- 39 38 25.12   (N) 085 47 31.22   (W)   HD_HELD1
 JZ2604* NAVD 88 ORTHO HEIGHT -   255.489 (meters)      838.22  (feet) ADJUSTED
 JZ2604  ______________________________________________________________________
 JZ2604  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 JZ2604  DYNAMIC HEIGHT  -        255.341 (meters)      837.73  (feet) COMP
 JZ2604  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 JZ2604
 JZ2604  VERT ORDER      -  SECOND    CLASS 0
 JZ2604
 JZ2604.The horizontal coordinates were determined by differentially corrected
 JZ2604.hand held GPS observations or other comparable positioning techniques
 JZ2604.and have an estimated accuracy of +/- 3 meters.
 JZ2604
 JZ2604.The orthometric height was determined by differential leveling and
 JZ2604.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2604.in June 1991.
 JZ2604
 JZ2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2604.GEOID18 height accuracy estimate available here.
 JZ2604
 JZ2604.Click photographs - Photos may exist for this station.
 JZ2604
 JZ2604.The dynamic height is computed by dividing the NAVD 88
 JZ2604.geopotential number by the normal gravity value computed on the
 JZ2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2604.degrees latitude (g = 980.6199 gals.).
 JZ2604
 JZ2604.The modeled gravity was interpolated from observed gravity values.
 JZ2604
 JZ2604;                    North         East    Units  Estimated Accuracy
 JZ2604;SPC IN E     -   487,589.8      89,241.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2604
 JZ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0365488533(NAD 83)
 JZ2604
 JZ2604                          SUPERSEDED SURVEY CONTROL
 JZ2604
 JZ2604  NGVD 29 (??/??/92)  255.600  (m)          838.58   (f) ADJ UNCH    2 0
 JZ2604
 JZ2604.Superseded values are not recommended for survey control.
 JZ2604
 JZ2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2604.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2604
 JZ2604_MARKER: DR = REFERENCE MARK DISK
 JZ2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2604_STAMPING: RUSSELL NO 1 1939
 JZ2604_MARK LOGO: CGS
 JZ2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2604+STABILITY: SURFACE MOTION
 JZ2604
 JZ2604  HISTORY     - Date     Condition        Report By
 JZ2604  HISTORY     - 1939     MONUMENTED       CGS
 JZ2604  HISTORY     - 1947     GOOD             CGS
 JZ2604  HISTORY     - 20220920 MARK NOT FOUND   INDOT
 JZ2604
 JZ2604                          STATION DESCRIPTION
 JZ2604
 JZ2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2604'6.2 MI SE FROM CARROLLTON.
 JZ2604'THIS MARK MAY BE REACHED BY GOING SOUTHEAST ALONG U.S. HIGHWAY 52
 JZ2604'FROM THE METHODIST CHURCH AT CARROLLTON FOR 0.1 MILE, THENCE
 JZ2604'3.5 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.15 MILE EAST, 1.0
 JZ2604'MILE SOUTH AND 1.45 MILE EAST ALONG GRAVEL ROADS.  THE MARK IS ON
 JZ2604'THE PROPERTY OWNED BY VIRGIL RUSSELL, AT THE RUINS OF A FARM
 JZ2604'HOUSE ON THE NORTH SIDE OF THE ROAD, AT THE NORTHWEST CORNER OF A
 JZ2604'SMALL RED BARN, 108 FEET EAST OF THE STATION MARK, 78 FEET
 JZ2604'NORTHEAST OF A WELL PUMP, 4.5 FEET WEST OF THE NORTHWEST CORNER
 JZ2604'OF THE BARN, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET
 JZ2604'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2604
 JZ2604                          STATION RECOVERY (2022)
 JZ2604
 JZ2604'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2604'COULD NOT FIND MARK.  THE LOCATION FALLS IN A FARM FIELD AND APPEARS
 JZ2604'TO HAVE BEEN BURIED OR DESTROYED BY FARMING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2602 ***********************************************************************
 JZ2602  DESIGNATION -  RUSSELL RM 2
 JZ2602  PID         -  JZ2602
 JZ2602  STATE/COUNTY-  IN/SHELBY
 JZ2602  COUNTRY     -  US
 JZ2602  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2602
 JZ2602                         *CURRENT SURVEY CONTROL
 JZ2602  ______________________________________________________________________
 JZ2602* NAD 83(1986) POSITION- 39 38 24.22   (N) 085 47 32.77   (W)   HD_HELD1
 JZ2602* NAVD 88 ORTHO HEIGHT -   255.464 (meters)      838.13  (feet) ADJUSTED
 JZ2602  ______________________________________________________________________
 JZ2602  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ2602  DYNAMIC HEIGHT  -        255.316 (meters)      837.65  (feet) COMP
 JZ2602  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 JZ2602
 JZ2602  VERT ORDER      -  SECOND    CLASS 0
 JZ2602
 JZ2602.The horizontal coordinates were determined by differentially corrected
 JZ2602.hand held GPS observations or other comparable positioning techniques
 JZ2602.and have an estimated accuracy of +/- 3 meters.
 JZ2602
 JZ2602.The orthometric height was determined by differential leveling and
 JZ2602.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2602.in June 1991.
 JZ2602
 JZ2602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2602.GEOID18 height accuracy estimate available here.
 JZ2602
 JZ2602.Click photographs - Photos may exist for this station.
 JZ2602
 JZ2602.The dynamic height is computed by dividing the NAVD 88
 JZ2602.geopotential number by the normal gravity value computed on the
 JZ2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2602.degrees latitude (g = 980.6199 gals.).
 JZ2602
 JZ2602.The modeled gravity was interpolated from observed gravity values.
 JZ2602
 JZ2602;                    North         East    Units  Estimated Accuracy
 JZ2602;SPC IN E     -   487,562.1      89,204.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2602
 JZ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0361788505(NAD 83)
 JZ2602
 JZ2602                          SUPERSEDED SURVEY CONTROL
 JZ2602
 JZ2602  NGVD 29 (??/??/92)  255.574  (m)          838.50   (f) ADJ UNCH    2 0
 JZ2602
 JZ2602.Superseded values are not recommended for survey control.
 JZ2602
 JZ2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2602.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2602
 JZ2602_MARKER: DR = REFERENCE MARK DISK
 JZ2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2602_STAMPING: RUSSELL NO 2 1939
 JZ2602_MARK LOGO: CGS
 JZ2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2602+STABILITY: SURFACE MOTION
 JZ2602
 JZ2602  HISTORY     - Date     Condition        Report By
 JZ2602  HISTORY     - 1939     MONUMENTED       CGS
 JZ2602  HISTORY     - 1947     GOOD             CGS
 JZ2602  HISTORY     - 20220920 MARK NOT FOUND   INDOT
 JZ2602
 JZ2602                          STATION DESCRIPTION
 JZ2602
 JZ2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2602'6.2 MI SE FROM CARROLLTON.
 JZ2602'TO REACH THIS MARK FOLLOW U.S. HIGHWAY 52 SOUTHEAST FROM THE
 JZ2602'METHODIST CHURCH AT CARROLLTON FOR 0.1 MILE, THENCE 3.5 MILES
 JZ2602'SOUTH ALONG A COUNTY ROAD, THENCE 0.15 MILE EAST, 1.0 MILE SOUTH
 JZ2602'AND 1.45 MILE EAST ALONG GRAVEL ROADS.  THE MARK IS ON THE
 JZ2602'PROPERTY OWNED BY VIRGIL RUSSELL, AT THE RUINS OF A FARM HOUSE
 JZ2602'ON THE NORTH SIDE OF THE ROAD, 54 FEET NORTH OF THE CENTER LINE
 JZ2602'OF THE EAST-WEST ROAD, 77.5 FEET SOUTH OF THE STATION MARK, 18
 JZ2602'FEET WEST OF AN EVERGREEN TREE, 77 FEET SOUTHWEST OF A WELL
 JZ2602'PUMP, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE
 JZ2602'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 JZ2602
 JZ2602                          STATION RECOVERY (2022)
 JZ2602
 JZ2602'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2602'MARK NOT FOUND AND APPEARS TO HAVE BEEN DESTROYED BY EXCAVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2529 ***********************************************************************
 LB2529  DESIGNATION -  RUSSIAVILLE
 LB2529  PID         -  LB2529
 LB2529  STATE/COUNTY-  IN/CLINTON
 LB2529  COUNTRY     -  US
 LB2529  USGS QUAD   -  RUSSIAVILLE (2019)
 LB2529
 LB2529                         *CURRENT SURVEY CONTROL
 LB2529  ______________________________________________________________________
 LB2529* NAD 83(1997) POSITION- 40 25 01.86711(N) 086 19 34.73039(W)   ADJUSTED
 LB2529* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 LB2529  ______________________________________________________________________
 LB2529  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 LB2529  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 LB2529  HORZ ORDER      -  SECOND
 LB2529
 LB2529.The horizontal coordinates were established by classical geodetic methods
 LB2529.and adjusted by the National Geodetic Survey in May 1999.
 LB2529
 LB2529.The orthometric height was scaled from a topographic map.
 LB2529
 LB2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2529.GEOID18 height accuracy estimate available here.
 LB2529
 LB2529.Click photographs - Photos may exist for this station.
 LB2529
 LB2529.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2529
 LB2529. The following values were computed from the NAD 83(1997) position.
 LB2529
 LB2529;                    North         East     Units Scale Factor Converg.
 LB2529;SPC IN W     -   574,114.975   964,247.839   MT  1.00001746   +0 29 27.0
 LB2529;SPC IN W     - 1,883,575.55  3,163,536.45   sFT  1.00001746   +0 29 27.0
 LB2529;UTM  16      - 4,474,280.238   557,154.361   MT  0.99964021   +0 26 12.5
 LB2529
 LB2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2529!SPC IN W     -   0.99996430  x   1.00001746  =   0.99998176
 LB2529!UTM  16      -   0.99996430  x   0.99964021  =   0.99960452
 LB2529
 LB2529:                Primary Azimuth Mark                     Grid Az
 LB2529:SPC IN W     -  RUSSIAVILLE AZ MK                        336 32 52.3
 LB2529:UTM  16      -  RUSSIAVILLE AZ MK                        336 36 06.8
 LB2529
 LB2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5715474280(NAD 83)
 LB2529
 LB2529|---------------------------------------------------------------------|
 LB2529| PID    Reference Object                     Distance      Geod. Az  |
 LB2529|                                                           dddmmss.s |
 LB2529| CD1173 RUSSIAVILLE RM 1                     25.105 METERS 00820     |
 LB2529| CD1174 RUSSIAVILLE RM 2                     27.060 METERS 29127     |
 LB2529| CD1172 RUSSIAVILLE AZ MK                                  3370219.3 |
 LB2529|---------------------------------------------------------------------|
 LB2529
 LB2529                          SUPERSEDED SURVEY CONTROL
 LB2529
 LB2529  NAD 83(1986)-  40 25 01.87277(N)    086 19 34.74304(W) AD(       ) 2
 LB2529  NAD 27      -  40 25 01.74310(N)    086 19 34.74500(W) AD(       ) 2
 LB2529
 LB2529.Superseded values are not recommended for survey control.
 LB2529
 LB2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2529.See file dsdata.pdf to determine how the superseded data were derived.
 LB2529
 LB2529_MARKER: DS = TRIANGULATION STATION DISK
 LB2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2529_STAMPING: RUSSIAVILLE 1954
 LB2529_MARK LOGO: CGS
 LB2529_PROJECTION: RECESSED 36 CENTIMETERS
 LB2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2529+STABILITY: SURFACE MOTION
 LB2529
 LB2529  HISTORY     - Date     Condition        Report By
 LB2529  HISTORY     - 1954     MONUMENTED       CGS
 LB2529
 LB2529                          STATION DESCRIPTION
 LB2529
 LB2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2529'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BURLINGTON AND 3 MILES
 LB2529'WEST ON RUSSIAVILLE ON PROPERTY OWNED BY FERN OREM.  IT IS 59 FEET
 LB2529'SOUTH OF THE CENTER OF STATE HIGHWAY 26, 38 FEET NORTH OF THE
 LB2529'NORTHEAST CORNER OF A LARGE BARN, 33 FEET SOUTH OF A FENCE AND
 LB2529'WHITE WITNESS POST AND 15 FEET WEST OF A FENCE.  THE MARK IS ABOUT
 LB2529'14 INCHES BELOW GROUND AND THE DISK IS STAMPED RUSSIAVILLE 1954.
 LB2529'
 LB2529'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF THE HIGHWAY
 LB2529'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 LB2529'THE DISK IS STAMPED RUSSIAVILLE NO 1 1954.
 LB2529'
 LB2529'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2529'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2529'STAMPED RUSSIAVILLE NO 2 1954.
 LB2529'
 LB2529'AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 LB2529'EAST OF A WHITE WITNESS POST, 2 FEET WEST OF A POWER LINE POLE AND
 LB2529'0.5 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2529'THE DISK IS STAMPED RUSSIAVILLE 1954.
 LB2529'
 LB2529'TO REACH THE STATION FROM THE INTERSECTION OF UNION STREET AND MAIN
 LB2529'STREET (STATE HIGHWAY 26) IN RUSSIAVILLE, GO WEST ON HIGHWAY 26 FOR
 LB2529'2.65 MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF HIGHWAY AS
 LB2529'DESCRIBED.
 LB2529'
 LB2529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 26
 LB2529'FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 LB2529'GRAVEL ROAD FOR 0.5 MILE, TURN RIGHT AND CONTINUE EAST ON GRAVEL
 LB2529'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, SOUTH SIDE OF ROAD
 LB2529'AS DESCRIBED.
 LB2529'
 LB2529'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2484 ***********************************************************************
 LB2484  DESIGNATION -  RUZICKA
 LB2484  PID         -  LB2484
 LB2484  STATE/COUNTY-  IN/HOWARD
 LB2484  COUNTRY     -  US
 LB2484  USGS QUAD   -  KOKOMO WEST (2019)
 LB2484
 LB2484                         *CURRENT SURVEY CONTROL
 LB2484  ______________________________________________________________________
 LB2484* NAD 83(1997) POSITION- 40 26 36.59891(N) 086 07 38.60440(W)   ADJUSTED
 LB2484* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 LB2484  ______________________________________________________________________
 LB2484  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 LB2484  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB2484  HORZ ORDER      -  THIRD
 LB2484
 LB2484.The horizontal coordinates were established by classical geodetic methods
 LB2484.and adjusted by the National Geodetic Survey in May 1999.
 LB2484
 LB2484.The orthometric height was scaled from a topographic map.
 LB2484
 LB2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2484.GEOID18 height accuracy estimate available here.
 LB2484
 LB2484.Click photographs - Photos may exist for this station.
 LB2484
 LB2484.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2484
 LB2484. The following values were computed from the NAD 83(1997) position.
 LB2484
 LB2484;                    North         East     Units Scale Factor Converg.
 LB2484;SPC IN E     -   576,863.656    60,913.993   MT  0.99998546   -0 17 55.9
 LB2484;SPC IN E     - 1,892,593.51    199,848.66   sFT  0.99998546   -0 17 55.9
 LB2484;UTM  16      - 4,477,348.809   574,002.056   MT  0.99966741   +0 33 57.9
 LB2484
 LB2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2484!SPC IN E     -   0.99996542  x   0.99998546  =   0.99995088
 LB2484!UTM  16      -   0.99996542  x   0.99966741  =   0.99963284
 LB2484
 LB2484:                Primary Azimuth Mark                     Grid Az
 LB2484:SPC IN E     -  RUZICKA AZ MK                            138 49 27.2
 LB2484:UTM  16      -  RUZICKA AZ MK                            137 57 33.4
 LB2484
 LB2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7400277348(NAD 83)
 LB2484
 LB2484|---------------------------------------------------------------------|
 LB2484| PID    Reference Object                     Distance      Geod. Az  |
 LB2484|                                                           dddmmss.s |
 LB2484| CD1175 RUZICKA AZ MK                                      1383131.3 |
 LB2484| LB2453 KOKOMO RADIO STA WIOU N MAST        APPROX. 3.1 KM 1581053.7 |
 LB2484| CD1176 RUZICKA RM 1                         27.088 METERS 26034     |
 LB2484| LB0342 U 205                                40.611 METERS 33329     |
 LB2484|---------------------------------------------------------------------|
 LB2484
 LB2484                          SUPERSEDED SURVEY CONTROL
 LB2484
 LB2484  NAD 83(1986)-  40 26 36.60358(N)    086 07 38.61582(W) AD(       ) 3
 LB2484  NAD 27      -  40 26 36.46710(N)    086 07 38.64080(W) AD(       ) 3
 LB2484
 LB2484.Superseded values are not recommended for survey control.
 LB2484
 LB2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2484.See file dsdata.pdf to determine how the superseded data were derived.
 LB2484
 LB2484_MARKER: DS = TRIANGULATION STATION DISK
 LB2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2484_STAMPING: RUZICKA 1954
 LB2484_MARK LOGO: CGS
 LB2484_PROJECTION: FLUSH
 LB2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2484+STABILITY: SURFACE MOTION
 LB2484
 LB2484  HISTORY     - Date     Condition        Report By
 LB2484  HISTORY     - 1954     MONUMENTED       CGS
 LB2484
 LB2484                          STATION DESCRIPTION
 LB2484
 LB2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2484'STATION IS LOCATED ABOUT 3 MILES SOUTH OF KOKOMO ALONG THE WEST SIDE
 LB2484'OF U. S. HIGHWAY 31 AND ON THE RUZICKA AIRPORT.  IT IS 132 FEET
 LB2484'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUZICKA AIRPORT
 LB2484'ADMINISTRATION BUILDING, 77 FEET WEST OF THE CENTER OF HIGHWAY 31,
 LB2484'37 FEET WEST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS
 LB2484'FLUSH AND THE DISK IS STAMPED RUZICKA 1954.
 LB2484'
 LB2484'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF THE NORTH EDGE OF A
 LB2484'CULTIVATED FIELD, 2 FEET NORTHEAST OF THE SOUTH END OF A FENCE LINE
 LB2484'AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2484'IS STAMPED RUZICKA NO 1 1954.
 LB2484'
 LB2484'BENCH MARK U 205 WAS USED AS A REFERENCE MARK.  IT IS SET VERTICALLY
 LB2484'ABOUT 3-1/2 FEET ABOVE THE GROUND IN THE SOUTH WALL ABOUT 6 INCHES
 LB2484'FROM THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING.  THE DISK
 LB2484'IS A STANDARD USC AND GS BENCH MARK STAMPED U 205 1946.
 LB2484'
 LB2484'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET
 LB2484'WEST OF A TELEPHONE POLE, 1 FOOT WEST OF A WHITE WITNESS POST AND 1
 LB2484'FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2484'STAMPED RUZICKA 1954.
 LB2484'
 LB2484'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 31 FOR
 LB2484'0.15 MILE TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO EAST ON PAVED
 LB2484'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2484'
 LB2484'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0854 ***********************************************************************
 ME0854  DESIGNATION -  RV 1
 ME0854  PID         -  ME0854
 ME0854  STATE/COUNTY-  IN/LA PORTE
 ME0854  COUNTRY     -  US
 ME0854  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0854
 ME0854                         *CURRENT SURVEY CONTROL
 ME0854  ______________________________________________________________________
 ME0854* NAD 83(1986) POSITION- 41 44 45.     (N) 086 48 13.     (W)   SCALED
 ME0854* NAVD 88 ORTHO HEIGHT -   190.771 (meters)      625.89  (feet) ADJUSTED
 ME0854  ______________________________________________________________________
 ME0854  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 ME0854  DYNAMIC HEIGHT  -        190.701 (meters)      625.66  (feet) COMP
 ME0854  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 ME0854
 ME0854  VERT ORDER      -  SECOND    CLASS 0
 ME0854
 ME0854.The horizontal coordinates were scaled from a map and have
 ME0854.an estimated accuracy of +/- 6 seconds.
 ME0854
 ME0854.The orthometric height was determined by differential leveling and
 ME0854.adjusted by the NATIONAL GEODETIC SURVEY
 ME0854.in June 1991.
 ME0854
 ME0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0854.GEOID18 height accuracy estimate available here.
 ME0854
 ME0854.Click photographs - Photos may exist for this station.
 ME0854
 ME0854.The dynamic height is computed by dividing the NAVD 88
 ME0854.geopotential number by the normal gravity value computed on the
 ME0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0854.degrees latitude (g = 980.6199 gals.).
 ME0854
 ME0854.The modeled gravity was interpolated from observed gravity values.
 ME0854
 ME0854;                    North         East    Units  Estimated Accuracy
 ME0854;SPC IN W     -   721,430.      923,270.      MT  (+/- 180 meters Scaled)
 ME0854
 ME0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM163215(NAD 83)
 ME0854
 ME0854                          SUPERSEDED SURVEY CONTROL
 ME0854
 ME0854  NGVD 29 (??/??/92)  190.886  (m)          626.27   (f) ADJ UNCH    2 0
 ME0854
 ME0854.Superseded values are not recommended for survey control.
 ME0854
 ME0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0854.See file dsdata.pdf to determine how the superseded data were derived.
 ME0854
 ME0854_MARKER: R = RIVET
 ME0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0854_SP_SET: SIGNAL BASE
 ME0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0854
 ME0854  HISTORY     - Date     Condition        Report By
 ME0854  HISTORY     - UNK      MONUMENTED       PMRR
 ME0854  HISTORY     - 1934     GOOD             CGS
 ME0854  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0854
 ME0854                          STATION DESCRIPTION
 ME0854
 ME0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0854'4.1 MI SW FROM NEW BUFFALO.
 ME0854'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0854'THE PERE MARQUETTE RAILWAY, 2 1/2 YARDS SOUTHEAST OF THE SOUTHEAST
 ME0854'RAIL, 1 1/4 RAILS NORTHEAST OF A SWITCH, 2 FEET ABOVE THE GROUND,
 ME0854'IN THE TOP OF THE CONCRETE FOUNDATION OF THE SEMAPHORE SIGNAL TOWER
 ME0854'1197, 3 INCHES EAST OF THE WEST CORNER OF THE FOUNDATION.  A
 ME0854'STANDARD MONEL-METAL RIVET.
 ME0854
 ME0854                          STATION RECOVERY (1985)
 ME0854
 ME0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0854'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0868 ***********************************************************************
 ME0868  DESIGNATION -  RV 10
 ME0868  PID         -  ME0868
 ME0868  STATE/COUNTY-  IN/LA PORTE
 ME0868  COUNTRY     -  US
 ME0868  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0868
 ME0868                         *CURRENT SURVEY CONTROL
 ME0868  ______________________________________________________________________
 ME0868* NAD 83(1986) POSITION- 41 42 01.     (N) 086 53 47.     (W)   SCALED
 ME0868* NAVD 88 ORTHO HEIGHT -   189.672 (meters)      622.28  (feet) ADJUSTED
 ME0868  ______________________________________________________________________
 ME0868  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME0868  DYNAMIC HEIGHT  -        189.602 (meters)      622.05  (feet) COMP
 ME0868  MODELED GRAVITY -    980,252.2   (mgal)                       NAVD 88
 ME0868
 ME0868  VERT ORDER      -  SECOND    CLASS 0
 ME0868
 ME0868.The horizontal coordinates were scaled from a map and have
 ME0868.an estimated accuracy of +/- 6 seconds.
 ME0868
 ME0868.The orthometric height was determined by differential leveling and
 ME0868.adjusted by the NATIONAL GEODETIC SURVEY
 ME0868.in June 1991.
 ME0868
 ME0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0868.GEOID18 height accuracy estimate available here.
 ME0868
 ME0868.Click photographs - Photos may exist for this station.
 ME0868
 ME0868.The dynamic height is computed by dividing the NAVD 88
 ME0868.geopotential number by the normal gravity value computed on the
 ME0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0868.degrees latitude (g = 980.6199 gals.).
 ME0868
 ME0868.The modeled gravity was interpolated from observed gravity values.
 ME0868
 ME0868;                    North         East    Units  Estimated Accuracy
 ME0868;SPC IN W     -   716,350.      915,560.      MT  (+/- 180 meters Scaled)
 ME0868
 ME0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086165(NAD 83)
 ME0868
 ME0868                          SUPERSEDED SURVEY CONTROL
 ME0868
 ME0868  NGVD 29 (??/??/92)  189.783  (m)          622.65   (f) ADJ UNCH    2 0
 ME0868
 ME0868.Superseded values are not recommended for survey control.
 ME0868
 ME0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0868.See file dsdata.pdf to determine how the superseded data were derived.
 ME0868
 ME0868_MARKER: R = RIVET
 ME0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0868_SP_SET: SIGNAL BASE
 ME0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0868
 ME0868  HISTORY     - Date     Condition        Report By
 ME0868  HISTORY     - UNK      MONUMENTED       PMRR
 ME0868  HISTORY     - 1934     GOOD             CGS
 ME0868  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0868
 ME0868                          STATION DESCRIPTION
 ME0868
 ME0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0868'0.1 MI W FROM MICHIGAN CITY.
 ME0868'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0868'THE PERE MARQUETTE RAILWAY, 23 YARDS NORTH OF THE JUNCTION OF
 ME0868'WABASH AND WEST HARRISON STREETS, 12 YARDS SOUTHEAST OF THE WABASH
 ME0868'STREET CROSSING, 6 1/2 YARDS EAST OF THE CENTER LINE OF WABASH
 ME0868'STREET, 6 YARDS SOUTH OF THE SOUTH RAIL, 3 INCHES EAST OF THE
 ME0868'EAST EDGE OF THE CONCRETE SIDEWALK OF THE EAST SIDE OF WABASH
 ME0868'STREET, IN THE TOP OF THE CONCRETE FOUNDATION OF THE CROSSING
 ME0868'FLASH LIGHT SIGNAL, 1 INCH BELOW THE LEVEL OF THE SIDEWALK.  A
 ME0868'STANDARD MONEL-METAL RIVET.
 ME0868
 ME0868                          STATION RECOVERY (1985)
 ME0868
 ME0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0868'THERE IS A NEW SIGNAL AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0870 ***********************************************************************
 ME0870  DESIGNATION -  RV 11
 ME0870  PID         -  ME0870
 ME0870  STATE/COUNTY-  IN/LA PORTE
 ME0870  COUNTRY     -  US
 ME0870  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0870
 ME0870                         *CURRENT SURVEY CONTROL
 ME0870  ______________________________________________________________________
 ME0870* NAD 83(1986) POSITION- 41 41 45.     (N) 086 54 39.     (W)   SCALED
 ME0870* NAVD 88 ORTHO HEIGHT -   189.126 (meters)      620.49  (feet) ADJUSTED
 ME0870  ______________________________________________________________________
 ME0870  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0870  DYNAMIC HEIGHT  -        189.057 (meters)      620.26  (feet) COMP
 ME0870  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 ME0870
 ME0870  VERT ORDER      -  SECOND    CLASS 0
 ME0870
 ME0870.The horizontal coordinates were scaled from a map and have
 ME0870.an estimated accuracy of +/- 6 seconds.
 ME0870
 ME0870.The orthometric height was determined by differential leveling and
 ME0870.adjusted by the NATIONAL GEODETIC SURVEY
 ME0870.in June 1991.
 ME0870
 ME0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0870.GEOID18 height accuracy estimate available here.
 ME0870
 ME0870.Click photographs - Photos may exist for this station.
 ME0870
 ME0870.The dynamic height is computed by dividing the NAVD 88
 ME0870.geopotential number by the normal gravity value computed on the
 ME0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0870.degrees latitude (g = 980.6199 gals.).
 ME0870
 ME0870.The modeled gravity was interpolated from observed gravity values.
 ME0870
 ME0870;                    North         East    Units  Estimated Accuracy
 ME0870;SPC IN W     -   715,850.      914,360.      MT  (+/- 180 meters Scaled)
 ME0870
 ME0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM074160(NAD 83)
 ME0870
 ME0870                          SUPERSEDED SURVEY CONTROL
 ME0870
 ME0870  NGVD 29 (??/??/92)  189.237  (m)          620.86   (f) ADJ UNCH    2 0
 ME0870
 ME0870.Superseded values are not recommended for survey control.
 ME0870
 ME0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0870.See file dsdata.pdf to determine how the superseded data were derived.
 ME0870
 ME0870_MARKER: R = RIVET
 ME0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0870_SP_SET: SIGNAL BASE
 ME0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0870
 ME0870  HISTORY     - Date     Condition        Report By
 ME0870  HISTORY     - UNK      MONUMENTED       PMRR
 ME0870  HISTORY     - 1934     GOOD             CGS
 ME0870  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0870
 ME0870                          STATION DESCRIPTION
 ME0870
 ME0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0870'1 MI SW FROM MICHIGAN CITY.
 ME0870'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0870'THE PERE MARQUETTE RAILWAY, ABOUT 200 YARDS NORTHWEST OF THE
 ME0870'ROUND HOUSE OF THE MONON RAILWAY, 100 YARDS SOUTHWEST OF THE
 ME0870'CENTER OF THE CROSSING OF THE PERE MARQUETTE RAILWAY AND THE MONON
 ME0870'RAILWAY, 2 1/2 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 ME0870'TRACK, IN THE TOP OF THE CONCRETE FOUNDATION OF THE HOME SIGNAL
 ME0870'TOWER, 7 INCHES SOUTH OF THE NORTH CORNER OF THE FOUNDATION,
 ME0870'AND 3 INCHES ABOVE THE GROUND.  A STANDARD MONEL-METAL RIVET.
 ME0870
 ME0870                          STATION RECOVERY (1985)
 ME0870
 ME0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0870'THE SIGNAL TOWER HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0871 ***********************************************************************
 ME0871  DESIGNATION -  RV 12
 ME0871  PID         -  ME0871
 ME0871  STATE/COUNTY-  IN/LA PORTE
 ME0871  COUNTRY     -  US
 ME0871  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0871
 ME0871                         *CURRENT SURVEY CONTROL
 ME0871  ______________________________________________________________________
 ME0871* NAD 83(1986) POSITION- 41 41 10.     (N) 086 55 37.     (W)   SCALED
 ME0871* NAVD 88 ORTHO HEIGHT -   191.571 (meters)      628.51  (feet) ADJUSTED
 ME0871  ______________________________________________________________________
 ME0871  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME0871  DYNAMIC HEIGHT  -        191.501 (meters)      628.28  (feet) COMP
 ME0871  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 ME0871
 ME0871  VERT ORDER      -  SECOND    CLASS 0
 ME0871
 ME0871.The horizontal coordinates were scaled from a map and have
 ME0871.an estimated accuracy of +/- 6 seconds.
 ME0871
 ME0871.The orthometric height was determined by differential leveling and
 ME0871.adjusted by the NATIONAL GEODETIC SURVEY
 ME0871.in June 1991.
 ME0871
 ME0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0871.GEOID18 height accuracy estimate available here.
 ME0871
 ME0871.Click photographs - Photos may exist for this station.
 ME0871
 ME0871.The dynamic height is computed by dividing the NAVD 88
 ME0871.geopotential number by the normal gravity value computed on the
 ME0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0871.degrees latitude (g = 980.6199 gals.).
 ME0871
 ME0871.The modeled gravity was interpolated from observed gravity values.
 ME0871
 ME0871;                    North         East    Units  Estimated Accuracy
 ME0871;SPC IN W     -   714,770.      913,020.      MT  (+/- 180 meters Scaled)
 ME0871
 ME0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM060149(NAD 83)
 ME0871
 ME0871                          SUPERSEDED SURVEY CONTROL
 ME0871
 ME0871  NGVD 29 (??/??/92)  191.680  (m)          628.87   (f) ADJ UNCH    2 0
 ME0871
 ME0871.Superseded values are not recommended for survey control.
 ME0871
 ME0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0871.See file dsdata.pdf to determine how the superseded data were derived.
 ME0871
 ME0871_MARKER: R = RIVET
 ME0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0871_SP_SET: SIGNAL BASE
 ME0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0871
 ME0871  HISTORY     - Date     Condition        Report By
 ME0871  HISTORY     - UNK      MONUMENTED       PMRR
 ME0871  HISTORY     - 1934     GOOD             CGS
 ME0871  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0871
 ME0871                          STATION DESCRIPTION
 ME0871
 ME0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0871'2 MI SW FROM MICHIGAN CITY.
 ME0871'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0871'THE PERE MARQUETTE RAILWAY, 0.2 MILE SOUTHWEST OF MP NO. C 57,
 ME0871'2 1/2 YARDS NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET ABOVE THE
 ME0871'GROUND, IN THE TOP OF THE CONCRETE FOUNDATION OF SEMAPHORE
 ME0871'SIGNAL TOWER 1272, 3 INCHES WEST OF THE EAST CORNER OF THE
 ME0871'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 ME0871
 ME0871                          STATION RECOVERY (1985)
 ME0871
 ME0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0871'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0856 ***********************************************************************
 ME0856  DESIGNATION -  RV 2
 ME0856  PID         -  ME0856
 ME0856  STATE/COUNTY-  IN/LA PORTE
 ME0856  COUNTRY     -  US
 ME0856  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0856
 ME0856                         *CURRENT SURVEY CONTROL
 ME0856  ______________________________________________________________________
 ME0856* NAD 83(1986) POSITION- 41 44 13.     (N) 086 49 00.     (W)   SCALED
 ME0856* NAVD 88 ORTHO HEIGHT -   192.635 (meters)      632.00  (feet) ADJUSTED
 ME0856  ______________________________________________________________________
 ME0856  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 ME0856  DYNAMIC HEIGHT  -        192.563 (meters)      631.77  (feet) COMP
 ME0856  MODELED GRAVITY -    980,247.5   (mgal)                       NAVD 88
 ME0856
 ME0856  VERT ORDER      -  SECOND    CLASS 0
 ME0856
 ME0856.The horizontal coordinates were scaled from a map and have
 ME0856.an estimated accuracy of +/- 6 seconds.
 ME0856
 ME0856.The orthometric height was determined by differential leveling and
 ME0856.adjusted by the NATIONAL GEODETIC SURVEY
 ME0856.in June 1991.
 ME0856
 ME0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0856.GEOID18 height accuracy estimate available here.
 ME0856
 ME0856.Click photographs - Photos may exist for this station.
 ME0856
 ME0856.The dynamic height is computed by dividing the NAVD 88
 ME0856.geopotential number by the normal gravity value computed on the
 ME0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0856.degrees latitude (g = 980.6199 gals.).
 ME0856
 ME0856.The modeled gravity was interpolated from observed gravity values.
 ME0856
 ME0856;                    North         East    Units  Estimated Accuracy
 ME0856;SPC IN W     -   720,440.      922,180.      MT  (+/- 180 meters Scaled)
 ME0856
 ME0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM152205(NAD 83)
 ME0856
 ME0856                          SUPERSEDED SURVEY CONTROL
 ME0856
 ME0856  NGVD 29 (??/??/92)  192.747  (m)          632.37   (f) ADJ UNCH    2 0
 ME0856
 ME0856.Superseded values are not recommended for survey control.
 ME0856
 ME0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0856.See file dsdata.pdf to determine how the superseded data were derived.
 ME0856
 ME0856_MARKER: R = RIVET
 ME0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0856_SP_SET: SEMAPHORE BASE
 ME0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0856
 ME0856  HISTORY     - Date     Condition        Report By
 ME0856  HISTORY     - UNK      MONUMENTED       PMRR
 ME0856  HISTORY     - 1934     GOOD             CGS
 ME0856  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0856
 ME0856                          STATION DESCRIPTION
 ME0856
 ME0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0856'5 MI NE FROM MICHIGAN CITY.
 ME0856'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0856'THE PERE MARQUETTE RAILWAY, 35 RAILS SOUTHWEST OF MP NO. C 64,
 ME0856'8 YARDS WEST OF A SWITCH TARGET, 3 YARDS NORTHWEST OF THE
 ME0856'NORTHWEST RAIL, 2 1/2 FEET ABOVE THE GROUND, IN THE TOP OF THE
 ME0856'CONCRETE FOUNDATION OF THE SEMAPHORE SIGNAL TOWER 1204, 3 INCHES
 ME0856'WEST OF THE EAST CORNER OF THE FOUNDATION.  A STANDARD MONEL-METAL
 ME0856'RIVET.
 ME0856
 ME0856                          STATION RECOVERY (1985)
 ME0856
 ME0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0856'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1343 ***********************************************************************
 HZ1343  DESIGNATION -  RV 25
 HZ1343  PID         -  HZ1343
 HZ1343  STATE/COUNTY-  IN/FLOYD
 HZ1343  COUNTRY     -  US
 HZ1343  USGS QUAD   -  NEW ALBANY (2019)
 HZ1343
 HZ1343                         *CURRENT SURVEY CONTROL
 HZ1343  ______________________________________________________________________
 HZ1343* NAD 83(1986) POSITION- 38 17 00.     (N) 085 52 24.     (W)   SCALED
 HZ1343* NAVD 88 ORTHO HEIGHT -   152.669 (meters)      500.88  (feet) ADJUSTED
 HZ1343  ______________________________________________________________________
 HZ1343  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 HZ1343  DYNAMIC HEIGHT  -        152.563 (meters)      500.53  (feet) COMP
 HZ1343  MODELED GRAVITY -    979,934.0   (mgal)                       NAVD 88
 HZ1343
 HZ1343  VERT ORDER      -  FIRST     CLASS II
 HZ1343
 HZ1343.The horizontal coordinates were scaled from a map and have
 HZ1343.an estimated accuracy of +/- 6 seconds.
 HZ1343
 HZ1343.The orthometric height was determined by differential leveling and
 HZ1343.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1343.in June 1991.
 HZ1343
 HZ1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1343.GEOID18 height accuracy estimate available here.
 HZ1343
 HZ1343.Click photographs - Photos may exist for this station.
 HZ1343
 HZ1343.The dynamic height is computed by dividing the NAVD 88
 HZ1343.geopotential number by the normal gravity value computed on the
 HZ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1343.degrees latitude (g = 980.6199 gals.).
 HZ1343
 HZ1343.The modeled gravity was interpolated from observed gravity values.
 HZ1343
 HZ1343;                    North         East    Units  Estimated Accuracy
 HZ1343;SPC IN E     -   336,960.       81,920.      MT  (+/- 180 meters Scaled)
 HZ1343
 HZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH985378(NAD 83)
 HZ1343
 HZ1343                          SUPERSEDED SURVEY CONTROL
 HZ1343
 HZ1343  NGVD 29 (??/??/92)  152.804  (m)          501.32   (f) ADJ UNCH    1 2
 HZ1343
 HZ1343.Superseded values are not recommended for survey control.
 HZ1343
 HZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1343.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1343
 HZ1343_MARKER: R = RIVET
 HZ1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1343_SP_SET: ABUTMENT
 HZ1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1343
 HZ1343  HISTORY     - Date     Condition        Report By
 HZ1343  HISTORY     - UNK      MONUMENTED       SPRR
 HZ1343  HISTORY     - 1965     POOR             CGS
 HZ1343
 HZ1343                          STATION DESCRIPTION
 HZ1343
 HZ1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1343'3.2 MI W FROM ALBANY.
 HZ1343'ABOUT 3.15 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1343'AT NEW ALBANY, IN SECTION 5, T 3 S, R 6 E, 0.1 MILE EAST OF A
 HZ1343'CROSSING OF THE RAILROAD AND STATE HIGHWAY 62, 8 FEET SOUTH OF
 HZ1343'THE SOUTH RAIL, AT BRIDGE NUMBER 264.7 OVER MIDDLE CREEK, SET
 HZ1343'IN THE TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT, ABOUT 2
 HZ1343'FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE MARK IS IN A STONE
 HZ1343'WHICH IS LEANING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1345 ***********************************************************************
 HZ1345  DESIGNATION -  RV 26
 HZ1345  PID         -  HZ1345
 HZ1345  STATE/COUNTY-  IN/FLOYD
 HZ1345  COUNTRY     -  US
 HZ1345  USGS QUAD   -  GEORGETOWN (2019)
 HZ1345
 HZ1345                         *CURRENT SURVEY CONTROL
 HZ1345  ______________________________________________________________________
 HZ1345* NAD 83(1986) POSITION- 38 17 14.     (N) 085 52 59.     (W)   SCALED
 HZ1345* NAVD 88 ORTHO HEIGHT -   173.941 (meters)      570.67  (feet) ADJUSTED
 HZ1345  ______________________________________________________________________
 HZ1345  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 HZ1345  DYNAMIC HEIGHT  -        173.820 (meters)      570.27  (feet) COMP
 HZ1345  MODELED GRAVITY -    979,931.5   (mgal)                       NAVD 88
 HZ1345
 HZ1345  VERT ORDER      -  FIRST     CLASS II
 HZ1345
 HZ1345.The horizontal coordinates were scaled from a map and have
 HZ1345.an estimated accuracy of +/- 6 seconds.
 HZ1345
 HZ1345.The orthometric height was determined by differential leveling and
 HZ1345.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1345.in June 1991.
 HZ1345
 HZ1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1345.GEOID18 height accuracy estimate available here.
 HZ1345
 HZ1345.Click photographs - Photos may exist for this station.
 HZ1345
 HZ1345.The dynamic height is computed by dividing the NAVD 88
 HZ1345.geopotential number by the normal gravity value computed on the
 HZ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1345.degrees latitude (g = 980.6199 gals.).
 HZ1345
 HZ1345.The modeled gravity was interpolated from observed gravity values.
 HZ1345
 HZ1345;                    North         East    Units  Estimated Accuracy
 HZ1345;SPC IN E     -   337,400.       81,070.      MT  (+/- 180 meters Scaled)
 HZ1345
 HZ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH976382(NAD 83)
 HZ1345
 HZ1345                          SUPERSEDED SURVEY CONTROL
 HZ1345
 HZ1345  NGVD 29 (??/??/92)  174.075  (m)          571.11   (f) ADJ UNCH    1 2
 HZ1345
 HZ1345.Superseded values are not recommended for survey control.
 HZ1345
 HZ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1345.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1345
 HZ1345_MARKER: R = RIVET
 HZ1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1345_SP_SET: ABUTMENT
 HZ1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1345
 HZ1345  HISTORY     - Date     Condition        Report By
 HZ1345  HISTORY     - UNK      MONUMENTED       SPRR
 HZ1345  HISTORY     - 1965     GOOD             CGS
 HZ1345
 HZ1345                          STATION DESCRIPTION
 HZ1345
 HZ1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1345'3.8 MI W FROM NEW ALBANY.
 HZ1345'ABOUT 3.75 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 HZ1345'AT NEW ALBANY, IN SECTION 6, T 3 S, R 6 E, AT THE RAILROAD BRIDGE
 HZ1345'OVER A GRAVELED ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST
 HZ1345'ABUTMENT, 6 FEET NORTH OF THE NORTH RAIL, 3 1/2 FEET BELOW THE
 HZ1345'LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1352 ***********************************************************************
 HZ1352  DESIGNATION -  RV 28
 HZ1352  PID         -  HZ1352
 HZ1352  STATE/COUNTY-  IN/FLOYD
 HZ1352  COUNTRY     -  US
 HZ1352  USGS QUAD   -  GEORGETOWN (2019)
 HZ1352
 HZ1352                         *CURRENT SURVEY CONTROL
 HZ1352  ______________________________________________________________________
 HZ1352* NAD 83(1986) POSITION- 38 17 22.     (N) 085 55 10.     (W)   SCALED
 HZ1352* NAVD 88 ORTHO HEIGHT -   245.423 (meters)      805.19  (feet) ADJUSTED
 HZ1352  ______________________________________________________________________
 HZ1352  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 HZ1352  DYNAMIC HEIGHT  -        245.252 (meters)      804.63  (feet) COMP
 HZ1352  MODELED GRAVITY -    979,929.4   (mgal)                       NAVD 88
 HZ1352
 HZ1352  VERT ORDER      -  SECOND    CLASS 0
 HZ1352
 HZ1352.The horizontal coordinates were scaled from a map and have
 HZ1352.an estimated accuracy of +/- 6 seconds.
 HZ1352
 HZ1352.The orthometric height was determined by differential leveling and
 HZ1352.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1352.in June 1991.
 HZ1352
 HZ1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1352.GEOID18 height accuracy estimate available here.
 HZ1352
 HZ1352.Click photographs - Photos may exist for this station.
 HZ1352
 HZ1352.The dynamic height is computed by dividing the NAVD 88
 HZ1352.geopotential number by the normal gravity value computed on the
 HZ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1352.degrees latitude (g = 980.6199 gals.).
 HZ1352
 HZ1352.The modeled gravity was interpolated from observed gravity values.
 HZ1352
 HZ1352;                    North         East    Units  Estimated Accuracy
 HZ1352;SPC IN E     -   337,650.       77,890.      MT  (+/- 180 meters Scaled)
 HZ1352
 HZ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH944384(NAD 83)
 HZ1352
 HZ1352                          SUPERSEDED SURVEY CONTROL
 HZ1352
 HZ1352.No superseded survey control is available for this station.
 HZ1352
 HZ1352_MARKER: R = RIVET
 HZ1352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1352_SP_SET: CULVERT WINGWALL
 HZ1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1352+STABILITY: SURFACE MOTION
 HZ1352
 HZ1352  HISTORY     - Date     Condition        Report By
 HZ1352  HISTORY     - UNK      MONUMENTED       SPRR
 HZ1352  HISTORY     - 1935     GOOD             CGS
 HZ1352  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ1352
 HZ1352                          STATION DESCRIPTION
 HZ1352
 HZ1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1352'3 MI E FROM GEORGETOWN.
 HZ1352'3.0 MILES EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1352'GEORGETOWN, FLOYD COUNTY, 207 FEET WEST OF A SIGNAL TOWER AND
 HZ1352'THE WEST PORTAL OF TUNNEL 1, AT A HIGHWAY CULVERT, IN THE TOP OF
 HZ1352'THE SOUTH END OF THE EAST WING WALL OF THE CULVERT, 36 FEET
 HZ1352'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 64, 13-1/2 FEET NORTH OF
 HZ1352'THE MOST NORTHERLY RAIL, AND LEVEL WITH THE TRACK.
 HZ1352
 HZ1352                          STATION RECOVERY (1965)
 HZ1352
 HZ1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1357 ***********************************************************************
 HZ1357  DESIGNATION -  RV 29
 HZ1357  PID         -  HZ1357
 HZ1357  STATE/COUNTY-  IN/FLOYD
 HZ1357  COUNTRY     -  US
 HZ1357  USGS QUAD   -  GEORGETOWN (2019)
 HZ1357
 HZ1357                         *CURRENT SURVEY CONTROL
 HZ1357  ______________________________________________________________________
 HZ1357* NAD 83(1986) POSITION- 38 17 43.     (N) 085 57 29.     (W)   SCALED
 HZ1357* NAVD 88 ORTHO HEIGHT -   220.369 (meters)      722.99  (feet) ADJUSTED
 HZ1357  ______________________________________________________________________
 HZ1357  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 HZ1357  DYNAMIC HEIGHT  -        220.215 (meters)      722.49  (feet) COMP
 HZ1357  MODELED GRAVITY -    979,928.6   (mgal)                       NAVD 88
 HZ1357
 HZ1357  VERT ORDER      -  SECOND    CLASS 0
 HZ1357
 HZ1357.The horizontal coordinates were scaled from a map and have
 HZ1357.an estimated accuracy of +/- 6 seconds.
 HZ1357
 HZ1357.The orthometric height was determined by differential leveling and
 HZ1357.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1357.in June 1991.
 HZ1357
 HZ1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1357.GEOID18 height accuracy estimate available here.
 HZ1357
 HZ1357.Click photographs - Photos may exist for this station.
 HZ1357
 HZ1357.The dynamic height is computed by dividing the NAVD 88
 HZ1357.geopotential number by the normal gravity value computed on the
 HZ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1357.degrees latitude (g = 980.6199 gals.).
 HZ1357
 HZ1357.The modeled gravity was interpolated from observed gravity values.
 HZ1357
 HZ1357;                    North         East    Units  Estimated Accuracy
 HZ1357;SPC IN E     -   338,310.       74,510.      MT  (+/- 180 meters Scaled)
 HZ1357
 HZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH911390(NAD 83)
 HZ1357
 HZ1357                          SUPERSEDED SURVEY CONTROL
 HZ1357
 HZ1357  NGVD 29 (??/??/92)  220.50   (m)          723.4    (f) COMPUTED    2 0
 HZ1357
 HZ1357.Superseded values are not recommended for survey control.
 HZ1357
 HZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1357.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1357
 HZ1357_MARKER: R = RIVET
 HZ1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1357_SP_SET: BRIDGE
 HZ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1357
 HZ1357  HISTORY     - Date     Condition        Report By
 HZ1357  HISTORY     - UNK      MONUMENTED       SPRR
 HZ1357  HISTORY     - 1935     GOOD             CGS
 HZ1357  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ1357
 HZ1357                          STATION DESCRIPTION
 HZ1357
 HZ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1357'0.8 MI E FROM GEORGETOWN.
 HZ1357'0.8 MILE EAST ALONG THE SOURR            FROM THE STATION AT
 HZ1357'GEORGETOWN, FLOYD COUNTY, AT BRIDGE 259.6, IN THE TOP OF THE
 HZ1357'SOUTH END OF THE EAST WING WALL, 130 FEET SOUTH OF STATE HIGHWAY
 HZ1357'64, 27 FEET SOUTH OF THE CENTERLINE OF AN OLD HIGHWAY, 6 FEET
 HZ1357'SOUTH OF THE SOUTH RAIL AND 2-1/2 FEET LOWER THAN THE TRACK.
 HZ1357
 HZ1357                          STATION RECOVERY (1965)
 HZ1357
 HZ1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0857 ***********************************************************************
 ME0857  DESIGNATION -  RV 3
 ME0857  PID         -  ME0857
 ME0857  STATE/COUNTY-  IN/LA PORTE
 ME0857  COUNTRY     -  US
 ME0857  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0857
 ME0857                         *CURRENT SURVEY CONTROL
 ME0857  ______________________________________________________________________
 ME0857* NAD 83(1986) POSITION- 41 43 49.     (N) 086 49 34.     (W)   SCALED
 ME0857* NAVD 88 ORTHO HEIGHT -   194.211 (meters)      637.17  (feet) ADJUSTED
 ME0857  ______________________________________________________________________
 ME0857  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 ME0857  DYNAMIC HEIGHT  -        194.138 (meters)      636.93  (feet) COMP
 ME0857  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 ME0857
 ME0857  VERT ORDER      -  SECOND    CLASS 0
 ME0857
 ME0857.The horizontal coordinates were scaled from a map and have
 ME0857.an estimated accuracy of +/- 6 seconds.
 ME0857
 ME0857.The orthometric height was determined by differential leveling and
 ME0857.adjusted by the NATIONAL GEODETIC SURVEY
 ME0857.in June 1991.
 ME0857
 ME0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0857.GEOID18 height accuracy estimate available here.
 ME0857
 ME0857.Click photographs - Photos may exist for this station.
 ME0857
 ME0857.The dynamic height is computed by dividing the NAVD 88
 ME0857.geopotential number by the normal gravity value computed on the
 ME0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0857.degrees latitude (g = 980.6199 gals.).
 ME0857
 ME0857.The modeled gravity was interpolated from observed gravity values.
 ME0857
 ME0857;                    North         East    Units  Estimated Accuracy
 ME0857;SPC IN W     -   719,690.      921,400.      MT  (+/- 180 meters Scaled)
 ME0857
 ME0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM144198(NAD 83)
 ME0857
 ME0857                          SUPERSEDED SURVEY CONTROL
 ME0857
 ME0857  NGVD 29 (??/??/92)  194.322  (m)          637.54   (f) ADJ UNCH    2 0
 ME0857
 ME0857.Superseded values are not recommended for survey control.
 ME0857
 ME0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0857.See file dsdata.pdf to determine how the superseded data were derived.
 ME0857
 ME0857_MARKER: R = RIVET
 ME0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0857_SP_SET: SIGNAL BASE
 ME0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0857
 ME0857  HISTORY     - Date     Condition        Report By
 ME0857  HISTORY     - UNK      MONUMENTED       PMRR
 ME0857  HISTORY     - 1934     GOOD             CGS
 ME0857  HISTORY     - 1961     GOOD             CGS
 ME0857  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0857
 ME0857                          STATION DESCRIPTION
 ME0857
 ME0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0857'4.3 MI NE FROM MICHIGAN CITY.
 ME0857'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0857'THE PERE MARQUETTE RAILWAY, 10 RAILS NORTHEAST OF MP NO. C 63,
 ME0857'11 YARDS SOUTHWEST OF THE CENTER OF INDIANA STATE HIGHWAY 212 AT
 ME0857'THE CENTER OF THE CROSSING OF THE HIGHWAY AND THE RAILROAD,
 ME0857'3 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY 3 YARDS
 ME0857'NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF THE CONCRETE
 ME0857'FOUNDATION OF THE CROSSING FLASH LIGHT SIGNAL, AT THE SOUTHEAST
 ME0857'CORNER OF THE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 ME0857
 ME0857                          STATION RECOVERY (1961)
 ME0857
 ME0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0857'RECOVERED IN GOOD CONDITION.
 ME0857
 ME0857                          STATION RECOVERY (1985)
 ME0857
 ME0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0857'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1358 ***********************************************************************
 HZ1358  DESIGNATION -  RV 30
 HZ1358  PID         -  HZ1358
 HZ1358  STATE/COUNTY-  IN/FLOYD
 HZ1358  COUNTRY     -  US
 HZ1358  USGS QUAD   -  GEORGETOWN (2019)
 HZ1358
 HZ1358                         *CURRENT SURVEY CONTROL
 HZ1358  ______________________________________________________________________
 HZ1358* NAD 83(1986) POSITION- 38 17 36.     (N) 085 58 03.     (W)   SCALED
 HZ1358* NAVD 88 ORTHO HEIGHT -   218.611 (meters)      717.23  (feet) ADJUSTED
 HZ1358  ______________________________________________________________________
 HZ1358  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 HZ1358  DYNAMIC HEIGHT  -        218.459 (meters)      716.73  (feet) COMP
 HZ1358  MODELED GRAVITY -    979,928.6   (mgal)                       NAVD 88
 HZ1358
 HZ1358  VERT ORDER      -  FIRST     CLASS II
 HZ1358
 HZ1358.The horizontal coordinates were scaled from a map and have
 HZ1358.an estimated accuracy of +/- 6 seconds.
 HZ1358
 HZ1358.The orthometric height was determined by differential leveling and
 HZ1358.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1358.in June 1991.
 HZ1358
 HZ1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1358.GEOID18 height accuracy estimate available here.
 HZ1358
 HZ1358.Click photographs - Photos may exist for this station.
 HZ1358
 HZ1358.The dynamic height is computed by dividing the NAVD 88
 HZ1358.geopotential number by the normal gravity value computed on the
 HZ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1358.degrees latitude (g = 980.6199 gals.).
 HZ1358
 HZ1358.The modeled gravity was interpolated from observed gravity values.
 HZ1358
 HZ1358;                    North         East    Units  Estimated Accuracy
 HZ1358;SPC IN E     -   338,100.       73,680.      MT  (+/- 180 meters Scaled)
 HZ1358
 HZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH902388(NAD 83)
 HZ1358
 HZ1358                          SUPERSEDED SURVEY CONTROL
 HZ1358
 HZ1358  NGVD 29 (??/??/92)  218.742  (m)          717.66   (f) ADJ UNCH    1 2
 HZ1358
 HZ1358.Superseded values are not recommended for survey control.
 HZ1358
 HZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1358.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1358
 HZ1358_MARKER: R = RIVET
 HZ1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1358_SP_SET: ABUTMENT
 HZ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1358
 HZ1358  HISTORY     - Date     Condition        Report By
 HZ1358  HISTORY     - UNK      MONUMENTED       SPRR
 HZ1358  HISTORY     - 1965     GOOD             CGS
 HZ1358
 HZ1358                          STATION DESCRIPTION
 HZ1358
 HZ1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1358'0.4 MI E FROM GEORGETOWN.
 HZ1358'ABOUT 0.4 MILE EAST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 HZ1358'BRETHERN CHURCH AT GEORGETOWN, IN SECTION 33, T 2 S, R 5 E, 5
 HZ1358'FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END
 HZ1358'OF THE WEST ABUTMENT OF A TRESTLE OVER A SMALL CREEK, ABOUT
 HZ1358'4 1/2 FEET BELOW THE LEVEL OF THE RAILS.  NOTE-- THE RIVET IS
 HZ1358'BENT BUT SOLID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0235 ***********************************************************************
 JA0235  DESIGNATION -  RV 31 SOURR
 JA0235  PID         -  JA0235
 JA0235  STATE/COUNTY-  IN/HARRISON
 JA0235  COUNTRY     -  US
 JA0235  USGS QUAD   -  CRANDALL (2019)
 JA0235
 JA0235                         *CURRENT SURVEY CONTROL
 JA0235  ______________________________________________________________________
 JA0235* NAD 83(1986) POSITION- 38 16 58.     (N) 086 02 18.     (W)   SCALED
 JA0235* NAVD 88 ORTHO HEIGHT -   211.188 (meters)      692.87  (feet) POSTED
 JA0235  ______________________________________________________________________
 JA0235  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 JA0235  DYNAMIC HEIGHT  -        211.04  (meters)      692.4   (feet) COMP
 JA0235  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 JA0235
 JA0235  VERT ORDER      -  * POSTED, SEE BELOW
 JA0235
 JA0235.The horizontal coordinates were scaled from a map and have
 JA0235.an estimated accuracy of +/- 6 seconds.
 JA0235
 JA0235.The orthometric height was determined by differential leveling
 JA0235.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0235
 JA0235.* This is a POSTED BENCH MARK height.
 JA0235
 JA0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0235.GEOID18 height accuracy estimate available here.
 JA0235
 JA0235.Click photographs - Photos may exist for this station.
 JA0235
 JA0235.The dynamic height is computed by dividing the NAVD 88
 JA0235.geopotential number by the normal gravity value computed on the
 JA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0235.degrees latitude (g = 980.6199 gals.).
 JA0235
 JA0235.The modeled gravity was interpolated from observed gravity values.
 JA0235
 JA0235;                    North         East    Units  Estimated Accuracy
 JA0235;SPC IN E     -   336,950.       67,480.      MT  (+/- 180 meters Scaled)
 JA0235
 JA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH841376(NAD 83)
 JA0235
 JA0235                          SUPERSEDED SURVEY CONTROL
 JA0235
 JA0235  NGVD 29 (??/??/92)  211.32   (m)          693.3    (f) COMPUTED    2 0
 JA0235
 JA0235.Superseded values are not recommended for survey control.
 JA0235
 JA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0235.See file dsdata.pdf to determine how the superseded data were derived.
 JA0235
 JA0235_MARKER: DB = BENCH MARK DISK
 JA0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0235_SP_SET: STEP
 JA0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0235
 JA0235  HISTORY     - Date     Condition        Report By
 JA0235  HISTORY     - UNK      MONUMENTED       SPRR
 JA0235  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0235
 JA0235                          STATION DESCRIPTION
 JA0235
 JA0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0235'4.3 MI W FROM GEORGETOWN.
 JA0235'IN HARRISON COUNTY, 4.3 MILES WEST ALONG THE SOUTHERN RAILWAY
 JA0235'FROM THE STATION AT GEORGETOWN, FLOYD COUNTY, AT BRIDGE 254.5,
 JA0235'AT THE NORTH END OF THE EAST BRIDGE SEAT, IN THE TOP OF THE
 JA0235'THIRD STEP FROM THE BOTTOM, AT THE NORTHWEST CORNER OF THE STEP,
 JA0235'75 YARDS EAST OF A PRIVATE-ROAD CROSSING, 4 1/2 FEET NORTH OF
 JA0235'THE NORTH RAIL, AND 3 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0240 ***********************************************************************
 JA0240  DESIGNATION -  RV 32 RESET
 JA0240  PID         -  JA0240
 JA0240  STATE/COUNTY-  IN/HARRISON
 JA0240  COUNTRY     -  US
 JA0240  USGS QUAD   -  CRANDALL (2019)
 JA0240
 JA0240                         *CURRENT SURVEY CONTROL
 JA0240  ______________________________________________________________________
 JA0240* NAD 83(1986) POSITION- 38 17 30.     (N) 086 04 39.     (W)   SCALED
 JA0240* NAVD 88 ORTHO HEIGHT -   205.163 (meters)      673.11  (feet) ADJUSTED
 JA0240  ______________________________________________________________________
 JA0240  GEOID HEIGHT    -        -33.288 (meters)                     GEOID18
 JA0240  DYNAMIC HEIGHT  -        205.022 (meters)      672.64  (feet) COMP
 JA0240  MODELED GRAVITY -    979,935.6   (mgal)                       NAVD 88
 JA0240
 JA0240  VERT ORDER      -  FIRST     CLASS II
 JA0240
 JA0240.The horizontal coordinates were scaled from a map and have
 JA0240.an estimated accuracy of +/- 6 seconds.
 JA0240
 JA0240.The orthometric height was determined by differential leveling and
 JA0240.adjusted by the NATIONAL GEODETIC SURVEY
 JA0240.in June 1991.
 JA0240
 JA0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0240.GEOID18 height accuracy estimate available here.
 JA0240
 JA0240.Click photographs - Photos may exist for this station.
 JA0240
 JA0240.The dynamic height is computed by dividing the NAVD 88
 JA0240.geopotential number by the normal gravity value computed on the
 JA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0240.degrees latitude (g = 980.6199 gals.).
 JA0240
 JA0240.The modeled gravity was interpolated from observed gravity values.
 JA0240
 JA0240;                    North         East    Units  Estimated Accuracy
 JA0240;SPC IN E     -   337,950.       64,060.      MT  (+/- 180 meters Scaled)
 JA0240
 JA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH806385(NAD 83)
 JA0240
 JA0240                          SUPERSEDED SURVEY CONTROL
 JA0240
 JA0240  NGVD 29 (??/??/92)  205.291  (m)          673.53   (f) ADJ UNCH    1 2
 JA0240
 JA0240.Superseded values are not recommended for survey control.
 JA0240
 JA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0240.See file dsdata.pdf to determine how the superseded data were derived.
 JA0240
 JA0240_MARKER: DB = BENCH MARK DISK
 JA0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0240_SP_SET: BRIDGE
 JA0240_STAMPING: RV 32 RESET 1956
 JA0240_MARK LOGO: CGS
 JA0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0240+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 JA0240
 JA0240  HISTORY     - Date     Condition        Report By
 JA0240  HISTORY     - 1956     MONUMENTED       CGS
 JA0240  HISTORY     - 1965     GOOD             CGS
 JA0240  HISTORY     - 20230829 GOOD             INDOT
 JA0240
 JA0240                          STATION DESCRIPTION
 JA0240
 JA0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0240'0.7 MI W FROM CRANDALL.
 JA0240'0.7 MILE WEST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING OF
 JA0240'THE RAILROAD AND STATE HIGHWAY 335 AT CRANDALL, OR ABOUT 1.45 MILES
 JA0240'SOUTHEAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT CORYDON
 JA0240'JUNCTION, IN SECTION 33, T 2 S, R 4 E, 8 FEET NORTH OF THE NORTH
 JA0240'RAIL, SET IN THE TOP OF THE NORTH END OF THE NORTHEAST ABUTMENT
 JA0240'OF THE BRIDGE OVER BIG INDIAN CREEK, ABOUT 1 FOOT BELOW THE LEVEL
 JA0240'OF THE RAIL.
 JA0240
 JA0240                          STATION RECOVERY (2023)
 JA0240
 JA0240'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0239 ***********************************************************************
 JA0239  DESIGNATION -  RV 32 SOURR
 JA0239  PID         -  JA0239
 JA0239  STATE/COUNTY-  IN/HARRISON
 JA0239  COUNTRY     -  US
 JA0239  USGS QUAD   -  CRANDALL (2019)
 JA0239
 JA0239                         *CURRENT SURVEY CONTROL
 JA0239  ______________________________________________________________________
 JA0239* NAD 83(1986) POSITION- 38 17 29.     (N) 086 04 39.     (W)   SCALED
 JA0239* NAVD 88 ORTHO HEIGHT -   205.107 (meters)      672.92  (feet) POSTED
 JA0239  ______________________________________________________________________
 JA0239  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 JA0239  DYNAMIC HEIGHT  -        204.97  (meters)      672.5   (feet) COMP
 JA0239  MODELED GRAVITY -    979,935.6   (mgal)                       NAVD 88
 JA0239
 JA0239  VERT ORDER      -  * POSTED, SEE BELOW
 JA0239
 JA0239.The horizontal coordinates were scaled from a map and have
 JA0239.an estimated accuracy of +/- 6 seconds.
 JA0239
 JA0239.The orthometric height was determined by differential leveling
 JA0239.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0239
 JA0239.* This is a POSTED BENCH MARK height.
 JA0239
 JA0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0239.GEOID18 height accuracy estimate available here.
 JA0239
 JA0239.Click photographs - Photos may exist for this station.
 JA0239
 JA0239.The dynamic height is computed by dividing the NAVD 88
 JA0239.geopotential number by the normal gravity value computed on the
 JA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0239.degrees latitude (g = 980.6199 gals.).
 JA0239
 JA0239.The modeled gravity was interpolated from observed gravity values.
 JA0239
 JA0239;                    North         East    Units  Estimated Accuracy
 JA0239;SPC IN E     -   337,920.       64,060.      MT  (+/- 180 meters Scaled)
 JA0239
 JA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH806385(NAD 83)
 JA0239
 JA0239                          SUPERSEDED SURVEY CONTROL
 JA0239
 JA0239  NGVD 29 (??/??/92)  205.21   (m)          673.3    (f) COMPUTED    2 0
 JA0239
 JA0239.Superseded values are not recommended for survey control.
 JA0239
 JA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0239.See file dsdata.pdf to determine how the superseded data were derived.
 JA0239
 JA0239_MARKER: R = RIVET
 JA0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0239_SP_SET: BRIDGE
 JA0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0239
 JA0239  HISTORY     - Date     Condition        Report By
 JA0239  HISTORY     - UNK      MONUMENTED       SPRR
 JA0239  HISTORY     - 1935     GOOD             CGS
 JA0239
 JA0239                          STATION DESCRIPTION
 JA0239
 JA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0239'0.7 MI W FROM CRANDALL.
 JA0239'0.7 MILE WEST OF STATION BY RAIL.  ON THE ST. LOUIS, LOUISVILLE
 JA0239'AND DANVILLE DIVISION OF THE SOUTHERN RR.  ON BRIDGE NO. 252.2
 JA0239'OVER BIG INDIAN CREEK.  ON NORTH END OF EAST ABUTMENT OF BRIDGE.
 JA0239'4 FEET 6 INCHES NORTH OF NORTH RAIL.  3 INCHES BELOW BASE OF
 JA0239'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0249 ***********************************************************************
 JA0249  DESIGNATION -  RV 34 SOURR
 JA0249  PID         -  JA0249
 JA0249  STATE/COUNTY-  IN/HARRISON
 JA0249  COUNTRY     -  US
 JA0249  USGS QUAD   -  DEPAUW (2019)
 JA0249
 JA0249                         *CURRENT SURVEY CONTROL
 JA0249  ______________________________________________________________________
 JA0249* NAD 83(1986) POSITION- 38 19 33.     (N) 086 11 30.     (W)   SCALED
 JA0249* NAVD 88 ORTHO HEIGHT -   225.450 (meters)      739.66  (feet) ADJUSTED
 JA0249  ______________________________________________________________________
 JA0249  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 JA0249  DYNAMIC HEIGHT  -        225.291 (meters)      739.14  (feet) COMP
 JA0249  MODELED GRAVITY -    979,921.2   (mgal)                       NAVD 88
 JA0249
 JA0249  VERT ORDER      -  SECOND    CLASS 0
 JA0249
 JA0249.The horizontal coordinates were scaled from a map and have
 JA0249.an estimated accuracy of +/- 6 seconds.
 JA0249
 JA0249.The orthometric height was determined by differential leveling and
 JA0249.adjusted by the NATIONAL GEODETIC SURVEY
 JA0249.in June 1991.
 JA0249
 JA0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0249.GEOID18 height accuracy estimate available here.
 JA0249
 JA0249.Click photographs - Photos may exist for this station.
 JA0249
 JA0249.The dynamic height is computed by dividing the NAVD 88
 JA0249.geopotential number by the normal gravity value computed on the
 JA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0249.degrees latitude (g = 980.6199 gals.).
 JA0249
 JA0249.The modeled gravity was interpolated from observed gravity values.
 JA0249
 JA0249;                    North         East    Units  Estimated Accuracy
 JA0249;SPC IN E     -   341,790.       54,090.      MT  (+/- 180 meters Scaled)
 JA0249
 JA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH706422(NAD 83)
 JA0249
 JA0249                          SUPERSEDED SURVEY CONTROL
 JA0249
 JA0249  NGVD 29 (??/??/92)  225.57   (m)          740.1    (f) COMPUTED    2 0
 JA0249
 JA0249.Superseded values are not recommended for survey control.
 JA0249
 JA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0249.See file dsdata.pdf to determine how the superseded data were derived.
 JA0249
 JA0249_MARKER: R = RIVET
 JA0249_SETTING: 0 = UNSPECIFIED SETTING
 JA0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0249
 JA0249  HISTORY     - Date     Condition        Report By
 JA0249  HISTORY     - UNK      MONUMENTED       SPRR
 JA0249  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0249
 JA0249                          STATION DESCRIPTION
 JA0249
 JA0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0249'1.7 MI E FROM DE PAUW.
 JA0249'1.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0249'DE PAUW, HARRISON COUNTY, 103 FEET EAST OF THE EAST PORTAL OF
 JA0249'TUNNEL 3, 10 FEET NORTH OF THE NORTH RAIL, AND 4 1/2 FEET HIGHER
 JA0249'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0267 ***********************************************************************
 JA0267  DESIGNATION -  RV 38 SOURR
 JA0267  PID         -  JA0267
 JA0267  STATE/COUNTY-  IN/CRAWFORD
 JA0267  COUNTRY     -  US
 JA0267  USGS QUAD   -  MILLTOWN (2019)
 JA0267
 JA0267                         *CURRENT SURVEY CONTROL
 JA0267  ______________________________________________________________________
 JA0267* NAD 83(1986) POSITION- 38 21 49.     (N) 086 19 22.     (W)   SCALED
 JA0267* NAVD 88 ORTHO HEIGHT -   175.356 (meters)      575.31  (feet) ADJUSTED
 JA0267  ______________________________________________________________________
 JA0267  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 JA0267  DYNAMIC HEIGHT  -        175.233 (meters)      574.91  (feet) COMP
 JA0267  MODELED GRAVITY -    979,922.3   (mgal)                       NAVD 88
 JA0267
 JA0267  VERT ORDER      -  FIRST     CLASS II
 JA0267
 JA0267.The horizontal coordinates were scaled from a map and have
 JA0267.an estimated accuracy of +/- 6 seconds.
 JA0267
 JA0267.The orthometric height was determined by differential leveling and
 JA0267.adjusted by the NATIONAL GEODETIC SURVEY
 JA0267.in June 1991.
 JA0267
 JA0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0267.GEOID18 height accuracy estimate available here.
 JA0267
 JA0267.Click photographs - Photos may exist for this station.
 JA0267
 JA0267.The dynamic height is computed by dividing the NAVD 88
 JA0267.geopotential number by the normal gravity value computed on the
 JA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0267.degrees latitude (g = 980.6199 gals.).
 JA0267
 JA0267.The modeled gravity was interpolated from observed gravity values.
 JA0267
 JA0267;                    North         East    Units  Estimated Accuracy
 JA0267;SPC IN W     -   346,130.      966,470.      MT  (+/- 180 meters Scaled)
 JA0267
 JA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH591463(NAD 83)
 JA0267
 JA0267                          SUPERSEDED SURVEY CONTROL
 JA0267
 JA0267  NGVD 29 (??/??/92)  175.473  (m)          575.70   (f) ADJ UNCH    1 2
 JA0267
 JA0267.Superseded values are not recommended for survey control.
 JA0267
 JA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0267.See file dsdata.pdf to determine how the superseded data were derived.
 JA0267
 JA0267_MARKER: R = RIVET
 JA0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0267_SP_SET: BRIDGE
 JA0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0267
 JA0267  HISTORY     - Date     Condition        Report By
 JA0267  HISTORY     - UNK      MONUMENTED       SPRR
 JA0267  HISTORY     - 1965     GOOD             CGS
 JA0267  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0267
 JA0267                          STATION DESCRIPTION
 JA0267
 JA0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0267'1.5 MI E FROM MARENGO.
 JA0267'1.5 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0267'MARENGO, IN SECTION 8, T 2 S, R 2 E, 8 RAILS SOUTHEAST OF THE
 JA0267'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 6 FEET SOUTHWEST OF
 JA0267'THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 JA0267'NORTHWEST ABUTMENT OF A BRIDGE OVER WHISKEY RUN CREEK, ABOUT 1
 JA0267'FOOT BELOW THE LEVEL OF THE RAILS.
 JA0267
 JA0267                          STATION RECOVERY (2023)
 JA0267
 JA0267'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0267'BRIDGE IS NOW A PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0271 ***********************************************************************
 JA0271  DESIGNATION -  RV 39 SOURR
 JA0271  PID         -  JA0271
 JA0271  STATE/COUNTY-  IN/CRAWFORD
 JA0271  COUNTRY     -  US
 JA0271  USGS QUAD   -  MILLTOWN (2019)
 JA0271
 JA0271                         *CURRENT SURVEY CONTROL
 JA0271  ______________________________________________________________________
 JA0271* NAD 83(1986) POSITION- 38 21 52.     (N) 086 20 52.     (W)   SCALED
 JA0271* NAVD 88 ORTHO HEIGHT -   180.172 (meters)      591.11  (feet) POSTED
 JA0271  ______________________________________________________________________
 JA0271  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 JA0271  DYNAMIC HEIGHT  -        180.04  (meters)      590.7   (feet) COMP
 JA0271  MODELED GRAVITY -    979,921.9   (mgal)                       NAVD 88
 JA0271
 JA0271  VERT ORDER      -  * POSTED, SEE BELOW
 JA0271
 JA0271.The horizontal coordinates were scaled from a map and have
 JA0271.an estimated accuracy of +/- 6 seconds.
 JA0271
 JA0271.The orthometric height was determined by differential leveling
 JA0271.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0271
 JA0271.* This is a POSTED BENCH MARK height.
 JA0271
 JA0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0271.GEOID18 height accuracy estimate available here.
 JA0271
 JA0271.Click photographs - Photos may exist for this station.
 JA0271
 JA0271.The dynamic height is computed by dividing the NAVD 88
 JA0271.geopotential number by the normal gravity value computed on the
 JA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0271.degrees latitude (g = 980.6199 gals.).
 JA0271
 JA0271.The modeled gravity was interpolated from observed gravity values.
 JA0271
 JA0271;                    North         East    Units  Estimated Accuracy
 JA0271;SPC IN W     -   346,200.      964,280.      MT  (+/- 180 meters Scaled)
 JA0271
 JA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH569464(NAD 83)
 JA0271
 JA0271                          SUPERSEDED SURVEY CONTROL
 JA0271
 JA0271  NGVD 29 (??/??/92)  180.28   (m)          591.5    (f) COMPUTED    2 0
 JA0271
 JA0271.Superseded values are not recommended for survey control.
 JA0271
 JA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0271.See file dsdata.pdf to determine how the superseded data were derived.
 JA0271
 JA0271_MARKER: R = RIVET
 JA0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0271_SP_SET: BRIDGE
 JA0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0271
 JA0271  HISTORY     - Date     Condition        Report By
 JA0271  HISTORY     - UNK      MONUMENTED       SPRR
 JA0271  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0271
 JA0271                          STATION DESCRIPTION
 JA0271
 JA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0271'0.4 MI W FROM MARENGO.
 JA0271'0.4 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0271'MARENGO, CRAWFORD COUNTY, AT BRIDGE 235.5, IN THE TOP OF THE
 JA0271'CENTER PIER, 2 FEET EAST OF THE WEST EDGE, AND 1 FOOT NORTH OF
 JA0271'THE SOUTH EDGE, AND 3 1/2 FEET SOUTH OF THE SOUTH RAIL.  A
 JA0271'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0858 ***********************************************************************
 ME0858  DESIGNATION -  RV 4
 ME0858  PID         -  ME0858
 ME0858  STATE/COUNTY-  IN/LA PORTE
 ME0858  COUNTRY     -  US
 ME0858  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0858
 ME0858                         *CURRENT SURVEY CONTROL
 ME0858  ______________________________________________________________________
 ME0858* NAD 83(1986) POSITION- 41 43 26.     (N) 086 50 06.     (W)   SCALED
 ME0858* NAVD 88 ORTHO HEIGHT -   193.619 (meters)      635.23  (feet) ADJUSTED
 ME0858  ______________________________________________________________________
 ME0858  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME0858  DYNAMIC HEIGHT  -        193.547 (meters)      635.00  (feet) COMP
 ME0858  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 ME0858
 ME0858  VERT ORDER      -  SECOND    CLASS 0
 ME0858
 ME0858.The horizontal coordinates were scaled from a map and have
 ME0858.an estimated accuracy of +/- 6 seconds.
 ME0858
 ME0858.The orthometric height was determined by differential leveling and
 ME0858.adjusted by the NATIONAL GEODETIC SURVEY
 ME0858.in June 1991.
 ME0858
 ME0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0858.GEOID18 height accuracy estimate available here.
 ME0858
 ME0858.Click photographs - Photos may exist for this station.
 ME0858
 ME0858.The dynamic height is computed by dividing the NAVD 88
 ME0858.geopotential number by the normal gravity value computed on the
 ME0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0858.degrees latitude (g = 980.6199 gals.).
 ME0858
 ME0858.The modeled gravity was interpolated from observed gravity values.
 ME0858
 ME0858;                    North         East    Units  Estimated Accuracy
 ME0858;SPC IN W     -   718,980.      920,660.      MT  (+/- 180 meters Scaled)
 ME0858
 ME0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM137191(NAD 83)
 ME0858
 ME0858                          SUPERSEDED SURVEY CONTROL
 ME0858
 ME0858  NGVD 29 (??/??/92)  193.730  (m)          635.60   (f) ADJ UNCH    2 0
 ME0858
 ME0858.Superseded values are not recommended for survey control.
 ME0858
 ME0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0858.See file dsdata.pdf to determine how the superseded data were derived.
 ME0858
 ME0858_MARKER: R = RIVET
 ME0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0858_SP_SET: CULVERT
 ME0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0858
 ME0858  HISTORY     - Date     Condition        Report By
 ME0858  HISTORY     - UNK      MONUMENTED       PMRR
 ME0858  HISTORY     - 1934     GOOD             CGS
 ME0858  HISTORY     - 1961     GOOD             CGS
 ME0858  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0858
 ME0858                          STATION DESCRIPTION
 ME0858
 ME0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0858'3.7 MI NE FROM MICHIGAN CITY.
 ME0858'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0858'THE PERE MARQUETTE RAILWAY, 50 YARDS EAST OF THE JUNCTION OF TWO
 ME0858'CONCRETE HIGHWAYS, 25 YARDS EAST OF THE CENTER OF THE CROSSING
 ME0858'OF A CONCRETE HIGHWAY, 8 YARDS NORTHWEST OF THE CENTER LINE OF THE
 ME0858'HIGHWAY, 6 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, ON THE TOP
 ME0858'OF THE WEST END OF THE NORTH HEADWALL OF HIGHWAY CONCRETE
 ME0858'CULVERT.  A STANDARD MONEL-METAL RIVET.
 ME0858
 ME0858                          STATION RECOVERY (1961)
 ME0858
 ME0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0858'RECOVERED IN GOOD CONDITION.
 ME0858
 ME0858                          STATION RECOVERY (1985)
 ME0858
 ME0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0858'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0274 ***********************************************************************
 JA0274  DESIGNATION -  RV 40 SOURR
 JA0274  PID         -  JA0274
 JA0274  STATE/COUNTY-  IN/CRAWFORD
 JA0274  COUNTRY     -  US
 JA0274  USGS QUAD   -  ENGLISH (2019)
 JA0274
 JA0274                         *CURRENT SURVEY CONTROL
 JA0274  ______________________________________________________________________
 JA0274* NAD 83(1986) POSITION- 38 21 35.     (N) 086 23 06.     (W)   SCALED
 JA0274* NAVD 88 ORTHO HEIGHT -   218.803 (meters)      717.86  (feet) ADJUSTED
 JA0274  ______________________________________________________________________
 JA0274  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 JA0274  DYNAMIC HEIGHT  -        218.647 (meters)      717.34  (feet) COMP
 JA0274  MODELED GRAVITY -    979,911.7   (mgal)                       NAVD 88
 JA0274
 JA0274  VERT ORDER      -  FIRST     CLASS II
 JA0274
 JA0274.The horizontal coordinates were scaled from a map and have
 JA0274.an estimated accuracy of +/- 6 seconds.
 JA0274
 JA0274.The orthometric height was determined by differential leveling and
 JA0274.adjusted by the NATIONAL GEODETIC SURVEY
 JA0274.in June 1991.
 JA0274
 JA0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0274.GEOID18 height accuracy estimate available here.
 JA0274
 JA0274.Click photographs - Photos may exist for this station.
 JA0274
 JA0274.The dynamic height is computed by dividing the NAVD 88
 JA0274.geopotential number by the normal gravity value computed on the
 JA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0274.degrees latitude (g = 980.6199 gals.).
 JA0274
 JA0274.The modeled gravity was interpolated from observed gravity values.
 JA0274
 JA0274;                    North         East    Units  Estimated Accuracy
 JA0274;SPC IN W     -   345,650.      961,030.      MT  (+/- 180 meters Scaled)
 JA0274
 JA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH537459(NAD 83)
 JA0274
 JA0274                          SUPERSEDED SURVEY CONTROL
 JA0274
 JA0274  NGVD 29 (??/??/92)  218.913  (m)          718.22   (f) ADJ UNCH    1 2
 JA0274
 JA0274.Superseded values are not recommended for survey control.
 JA0274
 JA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0274.See file dsdata.pdf to determine how the superseded data were derived.
 JA0274
 JA0274_MARKER: R = RIVET
 JA0274_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JA0274_SP_SET: UNSPECIFIED ROCK
 JA0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0274
 JA0274  HISTORY     - Date     Condition        Report By
 JA0274  HISTORY     - UNK      MONUMENTED       SPRR
 JA0274  HISTORY     - 1965     GOOD             CGS
 JA0274  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0274
 JA0274                          STATION DESCRIPTION
 JA0274
 JA0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0274'2.5 MI W FROM MARENGO.
 JA0274'2.5 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0274'MARENGO, IN SECTION 10, T 2 S, R 1 E, 6 RAILS WEST OF THE WEST
 JA0274'PORTAL OF A TUNNEL, 8 1/2 FEET NORTH OF THE NORTH RAIL, SET IN
 JA0274'THE TOP OF A ROCK RETAINING WALL, ABOUT 2 FEET ABOVE THE LEVEL OF
 JA0274'THE RAILS.
 JA0274
 JA0274                          STATION RECOVERY (2023)
 JA0274
 JA0274'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0278 ***********************************************************************
 JA0278  DESIGNATION -  RV 41 SOURR
 JA0278  PID         -  JA0278
 JA0278  STATE/COUNTY-  IN/CRAWFORD
 JA0278  COUNTRY     -  US
 JA0278  USGS QUAD   -  ENGLISH (2019)
 JA0278
 JA0278                         *CURRENT SURVEY CONTROL
 JA0278  ______________________________________________________________________
 JA0278* NAD 83(1986) POSITION- 38 20 39.     (N) 086 24 18.     (W)   SCALED
 JA0278* NAVD 88 ORTHO HEIGHT -   183.662 (meters)      602.56  (feet) ADJUSTED
 JA0278  ______________________________________________________________________
 JA0278  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 JA0278  DYNAMIC HEIGHT  -        183.531 (meters)      602.13  (feet) COMP
 JA0278  MODELED GRAVITY -    979,915.7   (mgal)                       NAVD 88
 JA0278
 JA0278  VERT ORDER      -  FIRST     CLASS II
 JA0278
 JA0278.The horizontal coordinates were scaled from a map and have
 JA0278.an estimated accuracy of +/- 6 seconds.
 JA0278
 JA0278.The orthometric height was determined by differential leveling and
 JA0278.adjusted by the NATIONAL GEODETIC SURVEY
 JA0278.in June 1991.
 JA0278
 JA0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0278.GEOID18 height accuracy estimate available here.
 JA0278
 JA0278.Click photographs - Photos may exist for this station.
 JA0278
 JA0278.The dynamic height is computed by dividing the NAVD 88
 JA0278.geopotential number by the normal gravity value computed on the
 JA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0278.degrees latitude (g = 980.6199 gals.).
 JA0278
 JA0278.The modeled gravity was interpolated from observed gravity values.
 JA0278
 JA0278;                    North         East    Units  Estimated Accuracy
 JA0278;SPC IN W     -   343,910.      959,300.      MT  (+/- 180 meters Scaled)
 JA0278
 JA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH519441(NAD 83)
 JA0278
 JA0278                          SUPERSEDED SURVEY CONTROL
 JA0278
 JA0278  NGVD 29 (??/??/92)  183.772  (m)          602.93   (f) ADJ UNCH    1 2
 JA0278
 JA0278.Superseded values are not recommended for survey control.
 JA0278
 JA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0278.See file dsdata.pdf to determine how the superseded data were derived.
 JA0278
 JA0278_MARKER: R = RIVET
 JA0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0278+STABILITY: SURFACE MOTION
 JA0278
 JA0278  HISTORY     - Date     Condition        Report By
 JA0278  HISTORY     - UNK      MONUMENTED       SPRR
 JA0278  HISTORY     - 1965     GOOD             CGS
 JA0278  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0278
 JA0278                          STATION DESCRIPTION
 JA0278
 JA0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0278'3.4 MI E FROM ENGLISH.
 JA0278'3.4 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0278'ENGLISH, OR ABOUT 4.25 MILES WEST ALONG THE SOUTHERN RAILROAD
 JA0278'FROM THE STATION AT MARENGO, IN SECTION 16, T 2 S, R 1 E, 7
 JA0278'RAILS EAST OF THE CROSSING OF THE RAILROAD AND OLD STATE ROAD 64,
 JA0278'AT THE EAST END OF THE SMALL SETTLEMENT OF TEMPLE, 6 FEET SOUTH
 JA0278'OF THE SOUTH RAIL, 1 FOOT NORTH OF THE SOUTH EDGE OF A STONE
 JA0278'DRAIN SLAB IN THE BOTTOM OF A DITCH, SET IN THE TOP OF THE STONE
 JA0278'DRAIN SLAB, 5 1/2 FEET BELOW THE LEVEL OF THE RAILS.
 JA0278
 JA0278                          STATION RECOVERY (2023)
 JA0278
 JA0278'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0278'THE DRAIN SLAB HAS BEEN REPLACED WITH A METAL PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0281 ***********************************************************************
 JA0281  DESIGNATION -  RV 42 SOURR
 JA0281  PID         -  JA0281
 JA0281  STATE/COUNTY-  IN/CRAWFORD
 JA0281  COUNTRY     -  US
 JA0281  USGS QUAD   -  ENGLISH (2019)
 JA0281
 JA0281                         *CURRENT SURVEY CONTROL
 JA0281  ______________________________________________________________________
 JA0281* NAD 83(1986) POSITION- 38 20 39.     (N) 086 24 54.     (W)   SCALED
 JA0281* NAVD 88 ORTHO HEIGHT -   175.646 (meters)      576.27  (feet) POSTED
 JA0281  ______________________________________________________________________
 JA0281  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 JA0281  DYNAMIC HEIGHT  -        175.52  (meters)      575.9   (feet) COMP
 JA0281  MODELED GRAVITY -    979,918.9   (mgal)                       NAVD 88
 JA0281
 JA0281  VERT ORDER      -  * POSTED, SEE BELOW
 JA0281
 JA0281.The horizontal coordinates were scaled from a map and have
 JA0281.an estimated accuracy of +/- 6 seconds.
 JA0281
 JA0281.The orthometric height was determined by differential leveling
 JA0281.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0281
 JA0281.* This is a POSTED BENCH MARK height.
 JA0281
 JA0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0281.GEOID18 height accuracy estimate available here.
 JA0281
 JA0281.Click photographs - Photos may exist for this station.
 JA0281
 JA0281.The dynamic height is computed by dividing the NAVD 88
 JA0281.geopotential number by the normal gravity value computed on the
 JA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0281.degrees latitude (g = 980.6199 gals.).
 JA0281
 JA0281.The modeled gravity was interpolated from observed gravity values.
 JA0281
 JA0281;                    North         East    Units  Estimated Accuracy
 JA0281;SPC IN W     -   343,910.      958,420.      MT  (+/- 180 meters Scaled)
 JA0281
 JA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH511441(NAD 83)
 JA0281
 JA0281                          SUPERSEDED SURVEY CONTROL
 JA0281
 JA0281  NGVD 29 (??/??/92)  175.76   (m)          576.6    (f) COMPUTED    2 0
 JA0281
 JA0281.Superseded values are not recommended for survey control.
 JA0281
 JA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0281.See file dsdata.pdf to determine how the superseded data were derived.
 JA0281
 JA0281_MARKER: R = RIVET
 JA0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0281_SP_SET: BRIDGE
 JA0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0281
 JA0281  HISTORY     - Date     Condition        Report By
 JA0281  HISTORY     - UNK      MONUMENTED       SPRR
 JA0281  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0281
 JA0281                          STATION DESCRIPTION
 JA0281
 JA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0281'AT TEMPLE.
 JA0281'AT TEMPLE, CRAWFORD COUNTY, ON THE SOUTHERN RAILWAY, 540 FEET
 JA0281'WEST OF THE WEST FACE OF THE STATION, 41 FEET SOUTH OF THE
 JA0281'CENTERLINE OF STATE HIGHWAY 64, AT BRIDGE 231.2, IN THE TOP OF
 JA0281'THE WEST ABUTMENT, 1 FOOT SOUTH OF THE NORTH EDGE, 9 INCHES WEST
 JA0281'OF THE EAST EDGE, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 JA0281'3 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0285 ***********************************************************************
 JA0285  DESIGNATION -  RV 44 SOURR
 JA0285  PID         -  JA0285
 JA0285  STATE/COUNTY-  IN/CRAWFORD
 JA0285  COUNTRY     -  US
 JA0285  USGS QUAD   -  ENGLISH (2019)
 JA0285
 JA0285                         *CURRENT SURVEY CONTROL
 JA0285  ______________________________________________________________________
 JA0285* NAD 83(1986) POSITION- 38 20 03.     (N) 086 27 23.     (W)   SCALED
 JA0285* NAVD 88 ORTHO HEIGHT -   156.619 (meters)      513.84  (feet) ADJUSTED
 JA0285  ______________________________________________________________________
 JA0285  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 JA0285  DYNAMIC HEIGHT  -        156.510 (meters)      513.48  (feet) COMP
 JA0285  MODELED GRAVITY -    979,928.2   (mgal)                       NAVD 88
 JA0285
 JA0285  VERT ORDER      -  SECOND    CLASS 0
 JA0285
 JA0285.The horizontal coordinates were scaled from a map and have
 JA0285.an estimated accuracy of +/- 6 seconds.
 JA0285
 JA0285.The orthometric height was determined by differential leveling and
 JA0285.adjusted by the NATIONAL GEODETIC SURVEY
 JA0285.in June 1991.
 JA0285
 JA0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0285.GEOID18 height accuracy estimate available here.
 JA0285
 JA0285.Click photographs - Photos may exist for this station.
 JA0285
 JA0285.The dynamic height is computed by dividing the NAVD 88
 JA0285.geopotential number by the normal gravity value computed on the
 JA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0285.degrees latitude (g = 980.6199 gals.).
 JA0285
 JA0285.The modeled gravity was interpolated from observed gravity values.
 JA0285
 JA0285;                    North         East    Units  Estimated Accuracy
 JA0285;SPC IN W     -   342,770.      954,810.      MT  (+/- 180 meters Scaled)
 JA0285
 JA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH475430(NAD 83)
 JA0285
 JA0285                          SUPERSEDED SURVEY CONTROL
 JA0285
 JA0285  NGVD 29 (??/??/92)  156.73   (m)          514.2    (f) COMPUTED    2 0
 JA0285
 JA0285.Superseded values are not recommended for survey control.
 JA0285
 JA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0285.See file dsdata.pdf to determine how the superseded data were derived.
 JA0285
 JA0285_MARKER: R = RIVET
 JA0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0285_SP_SET: BRIDGE
 JA0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0285
 JA0285  HISTORY     - Date     Condition        Report By
 JA0285  HISTORY     - UNK      MONUMENTED       SPRR
 JA0285  HISTORY     - 1935     GOOD             CGS
 JA0285  HISTORY     - 1965     MARK NOT FOUND   SPRR
 JA0285
 JA0285                          STATION DESCRIPTION
 JA0285
 JA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0285'0.4 MI E FROM ENGLISH.
 JA0285'0.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0285'ENGLISH, CRAWFORD COUNTY, 4-1/2 RAILS EAST OF THE FIRST CROSSING
 JA0285'EAST OF THE STATION, 32 FEET NORTHWEST OF POLE 1413, AT BRIDGE
 JA0285'228.7, IN THE TOP OF THE EAST ABUTMENT, 1-1/2 FEET SOUTH OF THE
 JA0285'NORTH EDGE, 8 INCHES EAST OF THE WEST EDGE, 6 FEET SOUTH OF THE
 JA0285'SOUTH RAIL, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 JA0285'MONEL-METAL RIVET.
 JA0285
 JA0285                          STATION RECOVERY (1965)
 JA0285
 JA0285'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1965
 JA0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0289 ***********************************************************************
 JA0289  DESIGNATION -  RV 46 SOURR
 JA0289  PID         -  JA0289
 JA0289  STATE/COUNTY-  IN/CRAWFORD
 JA0289  COUNTRY     -  US
 JA0289  USGS QUAD   -  ENGLISH (2019)
 JA0289
 JA0289                         *CURRENT SURVEY CONTROL
 JA0289  ______________________________________________________________________
 JA0289* NAD 83(1986) POSITION- 38 19 59.     (N) 086 29 16.     (W)   SCALED
 JA0289* NAVD 88 ORTHO HEIGHT -   186.086 (meters)      610.52  (feet) POSTED
 JA0289  ______________________________________________________________________
 JA0289  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 JA0289  DYNAMIC HEIGHT  -        185.96  (meters)      610.1   (feet) COMP
 JA0289  MODELED GRAVITY -    979,926.6   (mgal)                       NAVD 88
 JA0289
 JA0289  VERT ORDER      -  * POSTED, SEE BELOW
 JA0289
 JA0289.The horizontal coordinates were scaled from a map and have
 JA0289.an estimated accuracy of +/- 6 seconds.
 JA0289
 JA0289.The orthometric height was determined by differential leveling
 JA0289.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0289
 JA0289.* This is a POSTED BENCH MARK height.
 JA0289
 JA0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0289.GEOID18 height accuracy estimate available here.
 JA0289
 JA0289.Click photographs - Photos may exist for this station.
 JA0289
 JA0289.The dynamic height is computed by dividing the NAVD 88
 JA0289.geopotential number by the normal gravity value computed on the
 JA0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0289.degrees latitude (g = 980.6199 gals.).
 JA0289
 JA0289.The modeled gravity was interpolated from observed gravity values.
 JA0289
 JA0289;                    North         East    Units  Estimated Accuracy
 JA0289;SPC IN W     -   342,630.      952,070.      MT  (+/- 180 meters Scaled)
 JA0289
 JA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447428(NAD 83)
 JA0289
 JA0289                          SUPERSEDED SURVEY CONTROL
 JA0289
 JA0289  NGVD 29 (??/??/92)  186.19   (m)          610.9    (f) COMPUTED    2 0
 JA0289
 JA0289.Superseded values are not recommended for survey control.
 JA0289
 JA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0289.See file dsdata.pdf to determine how the superseded data were derived.
 JA0289
 JA0289_MARKER: R = RIVET
 JA0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0289_SP_SET: BRIDGE
 JA0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0289
 JA0289  HISTORY     - Date     Condition        Report By
 JA0289  HISTORY     - UNK      MONUMENTED       SPRR
 JA0289  HISTORY     - 1935     GOOD             CGS
 JA0289  HISTORY     - 1965     MARK NOT FOUND   SPRR
 JA0289
 JA0289                          STATION DESCRIPTION
 JA0289
 JA0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0289'1.6 MI W FROM ENGLISH.
 JA0289'1.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0289'ENGLISH, CRAWFORD COUNTY, 0.2 MILE WEST OF MILEPOST 227, AT
 JA0289'BRIDGE 226.8 OVER MILLER HOLLOW, IN THE TOP OF THE NORTH END OF
 JA0289'THE WEST ABUTMENT, 4 FEET NORTH OF THE NORTH RAIL, AND 4 FEET
 JA0289'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 JA0289
 JA0289                          STATION RECOVERY (1965)
 JA0289
 JA0289'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1965
 JA0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0518 ***********************************************************************
 JA0518  DESIGNATION -  RV 47 SOURR
 JA0518  PID         -  JA0518
 JA0518  STATE/COUNTY-  IN/CRAWFORD
 JA0518  COUNTRY     -  US
 JA0518  USGS QUAD   -  TASWELL (2019)
 JA0518
 JA0518                         *CURRENT SURVEY CONTROL
 JA0518  ______________________________________________________________________
 JA0518* NAD 83(1986) POSITION- 38 20 06.     (N) 086 31 07.     (W)   SCALED
 JA0518* NAVD 88 ORTHO HEIGHT -   223.842 (meters)      734.39  (feet) ADJUSTED
 JA0518  ______________________________________________________________________
 JA0518  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 JA0518  DYNAMIC HEIGHT  -        223.683 (meters)      733.87  (feet) COMP
 JA0518  MODELED GRAVITY -    979,915.2   (mgal)                       NAVD 88
 JA0518
 JA0518  VERT ORDER      -  FIRST     CLASS II
 JA0518
 JA0518.The horizontal coordinates were scaled from a map and have
 JA0518.an estimated accuracy of +/- 6 seconds.
 JA0518
 JA0518.The orthometric height was determined by differential leveling and
 JA0518.adjusted by the NATIONAL GEODETIC SURVEY
 JA0518.in June 1991.
 JA0518
 JA0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0518.GEOID18 height accuracy estimate available here.
 JA0518
 JA0518.Click photographs - Photos may exist for this station.
 JA0518
 JA0518.The dynamic height is computed by dividing the NAVD 88
 JA0518.geopotential number by the normal gravity value computed on the
 JA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0518.degrees latitude (g = 980.6199 gals.).
 JA0518
 JA0518.The modeled gravity was interpolated from observed gravity values.
 JA0518
 JA0518;                    North         East    Units  Estimated Accuracy
 JA0518;SPC IN W     -   342,830.      949,370.      MT  (+/- 180 meters Scaled)
 JA0518
 JA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH420430(NAD 83)
 JA0518
 JA0518                          SUPERSEDED SURVEY CONTROL
 JA0518
 JA0518  NGVD 29 (??/??/92)  223.945  (m)          734.73   (f) ADJ UNCH    1 2
 JA0518
 JA0518.Superseded values are not recommended for survey control.
 JA0518
 JA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0518.See file dsdata.pdf to determine how the superseded data were derived.
 JA0518
 JA0518_MARKER: R = RIVET
 JA0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0518+STABILITY: SURFACE MOTION
 JA0518
 JA0518  HISTORY     - Date     Condition        Report By
 JA0518  HISTORY     - UNK      MONUMENTED       SPRR
 JA0518  HISTORY     - 1965     GOOD             CGS
 JA0518
 JA0518                          STATION DESCRIPTION
 JA0518
 JA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0518'2.7 MI E FROM TASWELL.
 JA0518'ABOUT 2.7 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA0518'OFFICE AT TASWELL, OR ABOUT 3.4 MILES WEST ALONG THE SOUTHERN
 JA0518'RAILWAY FROM THE STATION AT ENGLISH, IN SECTION 21, T 2 S,
 JA0518'R 1 W, 8 1/2 RAILS WEST OF MILEPOST 225, 4 FEET NORTH OF THE
 JA0518'NORTH RAIL, SET IN THE TOP OF THE SOUTH EDGE OF THE NORTH STONE
 JA0518'FOOTING OF THE EAST ENTRANCE TO A TUNNEL, 0.6 FOOT WEST OF THE
 JA0518'EAST END OF THE STONE FOOTING OF THE NORTH WALL OF THE TUNNEL,
 JA0518'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0859 ***********************************************************************
 ME0859  DESIGNATION -  RV 5
 ME0859  PID         -  ME0859
 ME0859  STATE/COUNTY-  IN/LA PORTE
 ME0859  COUNTRY     -  US
 ME0859  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0859
 ME0859                         *CURRENT SURVEY CONTROL
 ME0859  ______________________________________________________________________
 ME0859* NAD 83(1986) POSITION- 41 42 56.     (N) 086 50 51.     (W)   SCALED
 ME0859* NAVD 88 ORTHO HEIGHT -   193.663 (meters)      635.38  (feet) ADJUSTED
 ME0859  ______________________________________________________________________
 ME0859  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME0859  DYNAMIC HEIGHT  -        193.591 (meters)      635.14  (feet) COMP
 ME0859  MODELED GRAVITY -    980,247.6   (mgal)                       NAVD 88
 ME0859
 ME0859  VERT ORDER      -  SECOND    CLASS 0
 ME0859
 ME0859.The horizontal coordinates were scaled from a map and have
 ME0859.an estimated accuracy of +/- 6 seconds.
 ME0859
 ME0859.The orthometric height was determined by differential leveling and
 ME0859.adjusted by the NATIONAL GEODETIC SURVEY
 ME0859.in June 1991.
 ME0859
 ME0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0859.GEOID18 height accuracy estimate available here.
 ME0859
 ME0859.Click photographs - Photos may exist for this station.
 ME0859
 ME0859.The dynamic height is computed by dividing the NAVD 88
 ME0859.geopotential number by the normal gravity value computed on the
 ME0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0859.degrees latitude (g = 980.6199 gals.).
 ME0859
 ME0859.The modeled gravity was interpolated from observed gravity values.
 ME0859
 ME0859;                    North         East    Units  Estimated Accuracy
 ME0859;SPC IN W     -   718,050.      919,630.      MT  (+/- 180 meters Scaled)
 ME0859
 ME0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM126182(NAD 83)
 ME0859
 ME0859                          SUPERSEDED SURVEY CONTROL
 ME0859
 ME0859  NGVD 29 (??/??/92)  193.775  (m)          635.74   (f) ADJ UNCH    2 0
 ME0859
 ME0859.Superseded values are not recommended for survey control.
 ME0859
 ME0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0859.See file dsdata.pdf to determine how the superseded data were derived.
 ME0859
 ME0859_MARKER: R = RIVET
 ME0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0859_SP_SET: SEMAPHORE BASE
 ME0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0859
 ME0859  HISTORY     - Date     Condition        Report By
 ME0859  HISTORY     - UNK      MONUMENTED       PMRR
 ME0859  HISTORY     - 1934     GOOD             CGS
 ME0859  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0859
 ME0859                          STATION DESCRIPTION
 ME0859
 ME0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0859'2.8 MI NE FROM MICHIGAN CITY.
 ME0859'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0859'THE PERE MARQUETTE RAILWAY, 44 RAILS NORTHEAST OF THE PERE
 ME0859'MARQUETTE RAILWAY BRIDGE OVER THE SOUTH SHORE RAILROAD, 2 1/2
 ME0859'YARDS NORTHWEST OF THE NORTHWEST RAIL, 2 INCHES ABOVE THE GROUND,
 ME0859'IN THE TOP OF THE CONCRETE FOUNDATION OF SEMAPHORE SIGNAL TOWER
 ME0859'1228, 5 INCHES WEST OF THE EAST CORNER OF THE FOUNDATION.  A
 ME0859'STANDARD MONEL-METAL RIVET.
 ME0859
 ME0859                          STATION RECOVERY (1985)
 ME0859
 ME0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0859'THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1873 ***********************************************************************
 JZ1873  DESIGNATION -  RV 54.13
 JZ1873  PID         -  JZ1873
 JZ1873  STATE/COUNTY-  IN/RIPLEY
 JZ1873  COUNTRY     -  US
 JZ1873  USGS QUAD   -  VERSAILLES (2019)
 JZ1873
 JZ1873                         *CURRENT SURVEY CONTROL
 JZ1873  ______________________________________________________________________
 JZ1873* NAD 83(1986) POSITION- 39 05 55.     (N) 085 19 26.     (W)   SCALED
 JZ1873* NAVD 88 ORTHO HEIGHT -   296.478 (meters)      972.69  (feet) POSTED
 JZ1873  ______________________________________________________________________
 JZ1873  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ1873  DYNAMIC HEIGHT  -        296.29  (meters)      972.1   (feet) COMP
 JZ1873  MODELED GRAVITY -    979,972.3   (mgal)                       NAVD 88
 JZ1873
 JZ1873  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1873
 JZ1873.The horizontal coordinates were scaled from a map and have
 JZ1873.an estimated accuracy of +/- 6 seconds.
 JZ1873
 JZ1873.The orthometric height was determined by differential leveling
 JZ1873.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1873
 JZ1873.* This is a POSTED BENCH MARK height.
 JZ1873
 JZ1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1873.GEOID18 height accuracy estimate available here.
 JZ1873
 JZ1873.Click photographs - Photos may exist for this station.
 JZ1873
 JZ1873.The dynamic height is computed by dividing the NAVD 88
 JZ1873.geopotential number by the normal gravity value computed on the
 JZ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1873.degrees latitude (g = 980.6199 gals.).
 JZ1873
 JZ1873.The modeled gravity was interpolated from observed gravity values.
 JZ1873
 JZ1873;                    North         East    Units  Estimated Accuracy
 JZ1873;SPC IN E     -   427,500.      129,650.      MT  (+/- 180 meters Scaled)
 JZ1873
 JZ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ449290(NAD 83)
 JZ1873
 JZ1873                          SUPERSEDED SURVEY CONTROL
 JZ1873
 JZ1873  NGVD 29 (??/??/92)  296.613  (m)          973.14   (f) ADJ UNCH    1 2
 JZ1873
 JZ1873.Superseded values are not recommended for survey control.
 JZ1873
 JZ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1873.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1873
 JZ1873_MARKER: R = RIVET
 JZ1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1873_SP_SET: SIGNAL BASE
 JZ1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1873
 JZ1873  HISTORY     - Date     Condition        Report By
 JZ1873  HISTORY     - UNK      MONUMENTED       BORR
 JZ1873  HISTORY     - 1938     GOOD             CGS
 JZ1873
 JZ1873                          STATION DESCRIPTION
 JZ1873
 JZ1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1873'2.4 MI SW FROM OSGOOD.
 JZ1873'2.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1873'THE STATION AT OSGOOD, RIPLEY COUNTY, 1.3 MILES NORTHEAST OF
 JZ1873'DABNEY, ABOUT 200 YARDS WEST OF MILEPOST C 54, IN THE TOP OF
 JZ1873'THE BASE OF SIGNAL TOWER E 54.13, 9 FEET EAST OF THE EAST RAIL,
 JZ1873'AND LEVEL WITH THE TRACK.  A COPPER RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0577 ***********************************************************************
 JA0577  DESIGNATION -  RV 57 SOURR
 JA0577  PID         -  JA0577
 JA0577  STATE/COUNTY-  IN/DUBOIS
 JA0577  COUNTRY     -  US
 JA0577  USGS QUAD   -  HUNTINGBURG (2019)
 JA0577
 JA0577                         *CURRENT SURVEY CONTROL
 JA0577  ______________________________________________________________________
 JA0577* NAD 83(1986) POSITION- 38 17 51.     (N) 086 56 25.     (W)   SCALED
 JA0577* NAVD 88 ORTHO HEIGHT -   141.842 (meters)      465.36  (feet) ADJUSTED
 JA0577  ______________________________________________________________________
 JA0577  GEOID HEIGHT    -        -32.303 (meters)                     GEOID18
 JA0577  DYNAMIC HEIGHT  -        141.747 (meters)      465.05  (feet) COMP
 JA0577  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 JA0577
 JA0577  VERT ORDER      -  SECOND    CLASS 0
 JA0577
 JA0577.The horizontal coordinates were scaled from a map and have
 JA0577.an estimated accuracy of +/- 6 seconds.
 JA0577
 JA0577.The orthometric height was determined by differential leveling and
 JA0577.adjusted by the NATIONAL GEODETIC SURVEY
 JA0577.in June 1991.
 JA0577
 JA0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0577.GEOID18 height accuracy estimate available here.
 JA0577
 JA0577.Click photographs - Photos may exist for this station.
 JA0577
 JA0577.The dynamic height is computed by dividing the NAVD 88
 JA0577.geopotential number by the normal gravity value computed on the
 JA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0577.degrees latitude (g = 980.6199 gals.).
 JA0577
 JA0577.The modeled gravity was interpolated from observed gravity values.
 JA0577
 JA0577;                    North         East    Units  Estimated Accuracy
 JA0577;SPC IN W     -   338,530.      912,510.      MT  (+/- 180 meters Scaled)
 JA0577
 JA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH052388(NAD 83)
 JA0577
 JA0577                          SUPERSEDED SURVEY CONTROL
 JA0577
 JA0577  NGVD 29 (??/??/92)  141.95   (m)          465.7    (f) COMPUTED    2 0
 JA0577
 JA0577.Superseded values are not recommended for survey control.
 JA0577
 JA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0577.See file dsdata.pdf to determine how the superseded data were derived.
 JA0577
 JA0577_MARKER: R = RIVET
 JA0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0577_SP_SET: COAL CHUTE CONCRETE BASE
 JA0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0577
 JA0577  HISTORY     - Date     Condition        Report By
 JA0577  HISTORY     - UNK      MONUMENTED       SPRR
 JA0577  HISTORY     - 1935     GOOD             CGS
 JA0577  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0577
 JA0577                          STATION DESCRIPTION
 JA0577
 JA0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0577'AT HUNTINGBURG.
 JA0577'AT HUNTINGBURG, DUBOIS COUNTY, ON THE SOUTHERN RAILWAY, 0.4 MILE
 JA0577'EAST OF THE STATION, AT A COAL CHUTE, 100 YARDS SOUTHEAST OF A
 JA0577'CITY LIMIT SIGN, 30 YARDS NORTH OF A LARGE WATER TANK, 5 FEET
 JA0577'SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE NORTHWEST CORNER OF
 JA0577'THE EAST CONCRETE BASE OF THE COAL CHUTE, AND LEVEL WITH THE
 JA0577'TRACK.  A STANDARD MONEL-METAL RIVET.
 JA0577
 JA0577                          STATION RECOVERY (1965)
 JA0577
 JA0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0577'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0585 ***********************************************************************
 JA0585  DESIGNATION -  RV 58 SOURR
 JA0585  PID         -  JA0585
 JA0585  STATE/COUNTY-  IN/DUBOIS
 JA0585  COUNTRY     -  US
 JA0585  USGS QUAD   -  HUNTINGBURG (2019)
 JA0585
 JA0585                         *CURRENT SURVEY CONTROL
 JA0585  ______________________________________________________________________
 JA0585* NAD 83(1986) POSITION- 38 18 21.     (N) 086 57 54.     (W)   SCALED
 JA0585* NAVD 88 ORTHO HEIGHT -   143.315 (meters)      470.19  (feet) ADJUSTED
 JA0585  ______________________________________________________________________
 JA0585  GEOID HEIGHT    -        -32.267 (meters)                     GEOID18
 JA0585  DYNAMIC HEIGHT  -        143.219 (meters)      469.88  (feet) COMP
 JA0585  MODELED GRAVITY -    979,957.4   (mgal)                       NAVD 88
 JA0585
 JA0585  VERT ORDER      -  FIRST     CLASS II
 JA0585
 JA0585.The horizontal coordinates were scaled from a map and have
 JA0585.an estimated accuracy of +/- 6 seconds.
 JA0585
 JA0585.The orthometric height was determined by differential leveling and
 JA0585.adjusted by the NATIONAL GEODETIC SURVEY
 JA0585.in June 1991.
 JA0585
 JA0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0585.GEOID18 height accuracy estimate available here.
 JA0585
 JA0585.Click photographs - Photos may exist for this station.
 JA0585
 JA0585.The dynamic height is computed by dividing the NAVD 88
 JA0585.geopotential number by the normal gravity value computed on the
 JA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0585.degrees latitude (g = 980.6199 gals.).
 JA0585
 JA0585.The modeled gravity was interpolated from observed gravity values.
 JA0585
 JA0585;                    North         East    Units  Estimated Accuracy
 JA0585;SPC IN W     -   339,450.      910,350.      MT  (+/- 180 meters Scaled)
 JA0585
 JA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH030397(NAD 83)
 JA0585
 JA0585                          SUPERSEDED SURVEY CONTROL
 JA0585
 JA0585  NGVD 29 (??/??/92)  143.423  (m)          470.55   (f) ADJ UNCH    1 2
 JA0585
 JA0585.Superseded values are not recommended for survey control.
 JA0585
 JA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0585.See file dsdata.pdf to determine how the superseded data were derived.
 JA0585
 JA0585_MARKER: R = RIVET
 JA0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0585_SP_SET: CULVERT
 JA0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0585
 JA0585  HISTORY     - Date     Condition        Report By
 JA0585  HISTORY     - UNK      MONUMENTED       SPRR
 JA0585  HISTORY     - 1965     GOOD             CGS
 JA0585
 JA0585                          STATION DESCRIPTION
 JA0585
 JA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0585'1 MI WNW FROM HUNTINGBURG.
 JA0585'ABOUT 0.95 MILE WEST-NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 JA0585'THE CITY POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG,
 JA0585'IN SECTION 33, T 2 S, R 5 W, 10 RAILS SOUTHEAST OF MILEPOST 198,
 JA0585'6 RAILS SOUTHEAST OF A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 JA0585'9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE CENTER OF THE
 JA0585'TOP OF THE SOUTHWEST HEAD WALL OF A CONCRETE CULVERT, ABOUT
 JA0585'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0860 ***********************************************************************
 ME0860  DESIGNATION -  RV 6
 ME0860  PID         -  ME0860
 ME0860  STATE/COUNTY-  IN/LA PORTE
 ME0860  COUNTRY     -  US
 ME0860  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0860
 ME0860                         *CURRENT SURVEY CONTROL
 ME0860  ______________________________________________________________________
 ME0860* NAD 83(1986) POSITION- 41 42 44.     (N) 086 51 07.     (W)   SCALED
 ME0860* NAVD 88 ORTHO HEIGHT -   191.835 (meters)      629.38  (feet) ADJUSTED
 ME0860  ______________________________________________________________________
 ME0860  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0860  DYNAMIC HEIGHT  -        191.764 (meters)      629.15  (feet) COMP
 ME0860  MODELED GRAVITY -    980,247.7   (mgal)                       NAVD 88
 ME0860
 ME0860  VERT ORDER      -  SECOND    CLASS 0
 ME0860
 ME0860.The horizontal coordinates were scaled from a map and have
 ME0860.an estimated accuracy of +/- 6 seconds.
 ME0860
 ME0860.The orthometric height was determined by differential leveling and
 ME0860.adjusted by the NATIONAL GEODETIC SURVEY
 ME0860.in June 1991.
 ME0860
 ME0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0860.GEOID18 height accuracy estimate available here.
 ME0860
 ME0860.Click photographs - Photos may exist for this station.
 ME0860
 ME0860.The dynamic height is computed by dividing the NAVD 88
 ME0860.geopotential number by the normal gravity value computed on the
 ME0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0860.degrees latitude (g = 980.6199 gals.).
 ME0860
 ME0860.The modeled gravity was interpolated from observed gravity values.
 ME0860
 ME0860;                    North         East    Units  Estimated Accuracy
 ME0860;SPC IN W     -   717,680.      919,260.      MT  (+/- 180 meters Scaled)
 ME0860
 ME0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM123178(NAD 83)
 ME0860
 ME0860                          SUPERSEDED SURVEY CONTROL
 ME0860
 ME0860  NGVD 29 (??/??/92)  191.948  (m)          629.75   (f) ADJ UNCH    2 0
 ME0860
 ME0860.Superseded values are not recommended for survey control.
 ME0860
 ME0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0860.See file dsdata.pdf to determine how the superseded data were derived.
 ME0860
 ME0860_MARKER: R = RIVET
 ME0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0860_SP_SET: ABUTMENT
 ME0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0860
 ME0860  HISTORY     - Date     Condition        Report By
 ME0860  HISTORY     - UNK      MONUMENTED       PMRR
 ME0860  HISTORY     - 1934     GOOD             CGS
 ME0860  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0860
 ME0860                          STATION DESCRIPTION
 ME0860
 ME0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0860'2.5 MI NE FROM MICHIGAN CITY.
 ME0860'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0860'THE PERE MARQUETTE RAILWAY, 25 YARDS SOUTHEAST OF A HIGH TENSION
 ME0860'STEEL TOWER, 7 1/2 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, IN THE
 ME0860'CENTER OF THE CONCRETE COPING OF THE NORTHEAST ABUTMENT OF THE
 ME0860'PERE MARQUETTE RAILWAY BRIDGE OVER THE SOUTH SHORE RAILWAY, 18
 ME0860'INCHES BELOW THE RAILS.  A STANDARD MONEL-METAL RIVET.
 ME0860
 ME0860                          STATION RECOVERY (1985)
 ME0860
 ME0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0860'THE ABUTMENT HAS BEEN COVERED WITH NEW CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0984 ***********************************************************************
 JA0984  DESIGNATION -  RV 60 SOURR
 JA0984  PID         -  JA0984
 JA0984  STATE/COUNTY-  IN/PIKE
 JA0984  COUNTRY     -  US
 JA0984  USGS QUAD   -  VELPEN (2019)
 JA0984
 JA0984                         *CURRENT SURVEY CONTROL
 JA0984  ______________________________________________________________________
 JA0984* NAD 83(1986) POSITION- 38 20 49.     (N) 087 04 54.     (W)   SCALED
 JA0984* NAVD 88 ORTHO HEIGHT -   135.618 (meters)      444.94  (feet) ADJUSTED
 JA0984  ______________________________________________________________________
 JA0984  GEOID HEIGHT    -        -32.115 (meters)                     GEOID18
 JA0984  DYNAMIC HEIGHT  -        135.528 (meters)      444.64  (feet) COMP
 JA0984  MODELED GRAVITY -    979,962.9   (mgal)                       NAVD 88
 JA0984
 JA0984  VERT ORDER      -  FIRST     CLASS II
 JA0984
 JA0984.The horizontal coordinates were scaled from a map and have
 JA0984.an estimated accuracy of +/- 6 seconds.
 JA0984
 JA0984.The orthometric height was determined by differential leveling and
 JA0984.adjusted by the NATIONAL GEODETIC SURVEY
 JA0984.in June 1991.
 JA0984
 JA0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0984.GEOID18 height accuracy estimate available here.
 JA0984
 JA0984.Click photographs - Photos may exist for this station.
 JA0984
 JA0984.The dynamic height is computed by dividing the NAVD 88
 JA0984.geopotential number by the normal gravity value computed on the
 JA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0984.degrees latitude (g = 980.6199 gals.).
 JA0984
 JA0984.The modeled gravity was interpolated from observed gravity values.
 JA0984
 JA0984;                    North         East    Units  Estimated Accuracy
 JA0984;SPC IN W     -   344,000.      900,150.      MT  (+/- 180 meters Scaled)
 JA0984
 JA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH928443(NAD 83)
 JA0984
 JA0984                          SUPERSEDED SURVEY CONTROL
 JA0984
 JA0984  NGVD 29 (??/??/92)  135.731  (m)          445.31   (f) ADJ UNCH    1 2
 JA0984
 JA0984.Superseded values are not recommended for survey control.
 JA0984
 JA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0984.See file dsdata.pdf to determine how the superseded data were derived.
 JA0984
 JA0984_MARKER: R = RIVET
 JA0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0984_SP_SET: BRIDGE
 JA0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0984
 JA0984  HISTORY     - Date     Condition        Report By
 JA0984  HISTORY     - UNK      MONUMENTED       SPRR
 JA0984  HISTORY     - 1965     GOOD             CGS
 JA0984
 JA0984                          STATION DESCRIPTION
 JA0984
 JA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0984'8.1 MI W FROM HUNTINGBURG.
 JA0984'ABOUT 8.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0984'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, OR ABOUT
 JA0984'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 JA0984'AT WINSLOW, THENCE 8.15 MILES EAST ALONG THE SOUTHERN RAILWAY,
 JA0984'IN SECTION 16, T 2 S, R 6 W, 5 FEET SOUTHWEST OF THE SOUTHWEST
 JA0984'RAIL, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 191, SET IN THE TOP
 JA0984'OF THE SOUTHEAST END OF A RETAINING WALL WHICH JOINS THE SOUTHWEST
 JA0984'END OF THE NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 JA0984'THE PATOKA RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0988 ***********************************************************************
 JA0988  DESIGNATION -  RV 61 SOURR
 JA0988  PID         -  JA0988
 JA0988  STATE/COUNTY-  IN/PIKE
 JA0988  COUNTRY     -  US
 JA0988  USGS QUAD   -  VELPEN (2019)
 JA0988
 JA0988                         *CURRENT SURVEY CONTROL
 JA0988  ______________________________________________________________________
 JA0988* NAD 83(1986) POSITION- 38 21 29.     (N) 087 06 34.     (W)   SCALED
 JA0988* NAVD 88 ORTHO HEIGHT -   141.444 (meters)      464.05  (feet) ADJUSTED
 JA0988  ______________________________________________________________________
 JA0988  GEOID HEIGHT    -        -32.085 (meters)                     GEOID18
 JA0988  DYNAMIC HEIGHT  -        141.350 (meters)      463.75  (feet) COMP
 JA0988  MODELED GRAVITY -    979,965.0   (mgal)                       NAVD 88
 JA0988
 JA0988  VERT ORDER      -  FIRST     CLASS II
 JA0988
 JA0988.The horizontal coordinates were scaled from a map and have
 JA0988.an estimated accuracy of +/- 6 seconds.
 JA0988
 JA0988.The orthometric height was determined by differential leveling and
 JA0988.adjusted by the NATIONAL GEODETIC SURVEY
 JA0988.in June 1991.
 JA0988
 JA0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0988.GEOID18 height accuracy estimate available here.
 JA0988
 JA0988.Click photographs - Photos may exist for this station.
 JA0988
 JA0988.The dynamic height is computed by dividing the NAVD 88
 JA0988.geopotential number by the normal gravity value computed on the
 JA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0988.degrees latitude (g = 980.6199 gals.).
 JA0988
 JA0988.The modeled gravity was interpolated from observed gravity values.
 JA0988
 JA0988;                    North         East    Units  Estimated Accuracy
 JA0988;SPC IN W     -   345,240.      897,720.      MT  (+/- 180 meters Scaled)
 JA0988
 JA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH904455(NAD 83)
 JA0988
 JA0988                          SUPERSEDED SURVEY CONTROL
 JA0988
 JA0988  NGVD 29 (??/??/92)  141.560  (m)          464.43   (f) ADJ UNCH    1 2
 JA0988
 JA0988.Superseded values are not recommended for survey control.
 JA0988
 JA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0988.See file dsdata.pdf to determine how the superseded data were derived.
 JA0988
 JA0988_MARKER: R = RIVET
 JA0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0988_SP_SET: CULVERT
 JA0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0988
 JA0988  HISTORY     - Date     Condition        Report By
 JA0988  HISTORY     - UNK      MONUMENTED       SPRR
 JA0988  HISTORY     - 1965     GOOD             CGS
 JA0988
 JA0988                          STATION DESCRIPTION
 JA0988
 JA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0988'7 MI E FROM WINSLOW.
 JA0988'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0988'OFFICE AT WINSLOW, THENCE 6.5 MILES EAST ALONG THE SOUTHERN
 JA0988'RAILWAY, IN SECTION 8, T 2 S, R 6 W, 8 1/2 POLES OR 0.25 MILE
 JA0988'EAST OF MILEPOST 189, 17 FEET NORTHEAST OF THE CENTER OF THE
 JA0988'CROSSING OF A PAVED ROAD AND THE RAILROAD, 11 1/2 FEET NORTH OF
 JA0988'THE NORTH RAIL, 13 FEET EAST OF THE CENTER LINE OF A PAVED ROAD,
 JA0988'SET IN THE CENTER OF THE TOP OF THE EAST HEADWALL OF A CONCRETE
 JA0988'CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0998 ***********************************************************************
 JA0998  DESIGNATION -  RV 63 SOURR
 JA0998  PID         -  JA0998
 JA0998  STATE/COUNTY-  IN/PIKE
 JA0998  COUNTRY     -  US
 JA0998  USGS QUAD   -  WINSLOW (2019)
 JA0998
 JA0998                         *CURRENT SURVEY CONTROL
 JA0998  ______________________________________________________________________
 JA0998* NAD 83(1986) POSITION- 38 22 38.     (N) 087 13 12.     (W)   SCALED
 JA0998* NAVD 88 ORTHO HEIGHT -   131.813 (meters)      432.46  (feet) ADJUSTED
 JA0998  ______________________________________________________________________
 JA0998  GEOID HEIGHT    -        -31.963 (meters)                     GEOID18
 JA0998  DYNAMIC HEIGHT  -        131.727 (meters)      432.17  (feet) COMP
 JA0998  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 JA0998
 JA0998  VERT ORDER      -  FIRST     CLASS II
 JA0998
 JA0998.The horizontal coordinates were scaled from a map and have
 JA0998.an estimated accuracy of +/- 6 seconds.
 JA0998
 JA0998.The orthometric height was determined by differential leveling and
 JA0998.adjusted by the NATIONAL GEODETIC SURVEY
 JA0998.in June 1991.
 JA0998
 JA0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0998.GEOID18 height accuracy estimate available here.
 JA0998
 JA0998.Click photographs - Photos may exist for this station.
 JA0998
 JA0998.The dynamic height is computed by dividing the NAVD 88
 JA0998.geopotential number by the normal gravity value computed on the
 JA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0998.degrees latitude (g = 980.6199 gals.).
 JA0998
 JA0998.The modeled gravity was interpolated from observed gravity values.
 JA0998
 JA0998;                    North         East    Units  Estimated Accuracy
 JA0998;SPC IN W     -   347,370.      888,060.      MT  (+/- 180 meters Scaled)
 JA0998
 JA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH807476(NAD 83)
 JA0998
 JA0998                          SUPERSEDED SURVEY CONTROL
 JA0998
 JA0998  NGVD 29 (??/??/92)  131.933  (m)          432.85   (f) ADJ UNCH    1 2
 JA0998
 JA0998.Superseded values are not recommended for survey control.
 JA0998
 JA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0998.See file dsdata.pdf to determine how the superseded data were derived.
 JA0998
 JA0998_MARKER: R = RIVET
 JA0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0998_SP_SET: BRIDGE
 JA0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0998
 JA0998  HISTORY     - Date     Condition        Report By
 JA0998  HISTORY     - UNK      MONUMENTED       SPRR
 JA0998  HISTORY     - 1965     GOOD             CGS
 JA0998  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0998
 JA0998                          STATION DESCRIPTION
 JA0998
 JA0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0998'0.5 MI SW FROM WINSLOW.
 JA0998'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0998'OFFICE AT WINSLOW, IN SECTION 6, T 2 S, R 7 W, 144 FEET SOUTHEAST
 JA0998'OF THE CROSSING OF STATE HIGHWAY 61 AND THE SOUTHERN RAILROAD,
 JA0998'3 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE
 JA0998'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A STEEL
 JA0998'GIRDER RAILROAD BRIDGE OVER THE PATOKA RIVER, ABOUT 8 INCHES
 JA0998'BELOW THE LEVEL OF THE RAILS.
 JA0998
 JA0998                          STATION RECOVERY (2022)
 JA0998
 JA0998'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0998'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1007 ***********************************************************************
 JA1007  DESIGNATION -  RV 65 SOURR
 JA1007  PID         -  JA1007
 JA1007  STATE/COUNTY-  IN/PIKE
 JA1007  COUNTRY     -  US
 JA1007  USGS QUAD   -  OAKLAND CITY (2019)
 JA1007
 JA1007                         *CURRENT SURVEY CONTROL
 JA1007  ______________________________________________________________________
 JA1007* NAD 83(1986) POSITION- 38 21 35.     (N) 087 16 42.     (W)   SCALED
 JA1007* NAVD 88 ORTHO HEIGHT -   136.842 (meters)      448.96  (feet) ADJUSTED
 JA1007  ______________________________________________________________________
 JA1007  GEOID HEIGHT    -        -31.871 (meters)                     GEOID18
 JA1007  DYNAMIC HEIGHT  -        136.752 (meters)      448.66  (feet) COMP
 JA1007  MODELED GRAVITY -    979,969.6   (mgal)                       NAVD 88
 JA1007
 JA1007  VERT ORDER      -  FIRST     CLASS II
 JA1007
 JA1007.The horizontal coordinates were scaled from a map and have
 JA1007.an estimated accuracy of +/- 6 seconds.
 JA1007
 JA1007.The orthometric height was determined by differential leveling and
 JA1007.adjusted by the NATIONAL GEODETIC SURVEY
 JA1007.in June 1991.
 JA1007
 JA1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1007.GEOID18 height accuracy estimate available here.
 JA1007
 JA1007.Click photographs - Photos may exist for this station.
 JA1007
 JA1007.The dynamic height is computed by dividing the NAVD 88
 JA1007.geopotential number by the normal gravity value computed on the
 JA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1007.degrees latitude (g = 980.6199 gals.).
 JA1007
 JA1007.The modeled gravity was interpolated from observed gravity values.
 JA1007
 JA1007;                    North         East    Units  Estimated Accuracy
 JA1007;SPC IN W     -   345,440.      882,960.      MT  (+/- 180 meters Scaled)
 JA1007
 JA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH756457(NAD 83)
 JA1007
 JA1007                          SUPERSEDED SURVEY CONTROL
 JA1007
 JA1007  NGVD 29 (??/??/92)  136.964  (m)          449.36   (f) ADJ UNCH    1 2
 JA1007
 JA1007.Superseded values are not recommended for survey control.
 JA1007
 JA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1007.See file dsdata.pdf to determine how the superseded data were derived.
 JA1007
 JA1007_MARKER: R = RIVET
 JA1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1007_SP_SET: CULVERT
 JA1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1007
 JA1007  HISTORY     - Date     Condition        Report By
 JA1007  HISTORY     - UNK      MONUMENTED       SPRR
 JA1007  HISTORY     - 1965     GOOD             CGS
 JA1007
 JA1007                          STATION DESCRIPTION
 JA1007
 JA1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1007'4 MI E FROM OAKLAND CITY.
 JA1007'ABOUT 4.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1007'AT OAKLAND CITY, 119 FEET NORTH-NORTHEAST OF MILEPOST 179, 83
 JA1007'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 JA1007'AND MERIDAN ROAD, 13 FEET NORTHWEST OF THE NORTHWEST RAIL, A
 JA1007'MONEL-METAL RIVET SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 JA1007'CONCRETE HEAD WALL OF A METAL CULVERT, ABOUT 4 FEET BELOW THE
 JA1007'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1011 ***********************************************************************
 JA1011  DESIGNATION -  RV 66 SOURR
 JA1011  PID         -  JA1011
 JA1011  STATE/COUNTY-  IN/PIKE
 JA1011  COUNTRY     -  US
 JA1011  USGS QUAD   -  OAKLAND CITY (2019)
 JA1011
 JA1011                         *CURRENT SURVEY CONTROL
 JA1011  ______________________________________________________________________
 JA1011* NAD 83(1986) POSITION- 38 20 32.     (N) 087 18 46.     (W)   SCALED
 JA1011* NAVD 88 ORTHO HEIGHT -   129.794 (meters)      425.83  (feet) ADJUSTED
 JA1011  ______________________________________________________________________
 JA1011  GEOID HEIGHT    -        -31.810 (meters)                     GEOID18
 JA1011  DYNAMIC HEIGHT  -        129.708 (meters)      425.55  (feet) COMP
 JA1011  MODELED GRAVITY -    979,968.0   (mgal)                       NAVD 88
 JA1011
 JA1011  VERT ORDER      -  FIRST     CLASS II
 JA1011
 JA1011.The horizontal coordinates were scaled from a map and have
 JA1011.an estimated accuracy of +/- 6 seconds.
 JA1011
 JA1011.The orthometric height was determined by differential leveling and
 JA1011.adjusted by the NATIONAL GEODETIC SURVEY
 JA1011.in June 1991.
 JA1011
 JA1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1011.GEOID18 height accuracy estimate available here.
 JA1011
 JA1011.Click photographs - Photos may exist for this station.
 JA1011
 JA1011.The dynamic height is computed by dividing the NAVD 88
 JA1011.geopotential number by the normal gravity value computed on the
 JA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1011.degrees latitude (g = 980.6199 gals.).
 JA1011
 JA1011.The modeled gravity was interpolated from observed gravity values.
 JA1011
 JA1011;                    North         East    Units  Estimated Accuracy
 JA1011;SPC IN W     -   343,500.      879,940.      MT  (+/- 180 meters Scaled)
 JA1011
 JA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH726438(NAD 83)
 JA1011
 JA1011                          SUPERSEDED SURVEY CONTROL
 JA1011
 JA1011  NGVD 29 (??/??/92)  129.917  (m)          426.24   (f) ADJ UNCH    1 2
 JA1011
 JA1011.Superseded values are not recommended for survey control.
 JA1011
 JA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1011.See file dsdata.pdf to determine how the superseded data were derived.
 JA1011
 JA1011_MARKER: R = RIVET
 JA1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1011_SP_SET: BRIDGE
 JA1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1011
 JA1011  HISTORY     - Date     Condition        Report By
 JA1011  HISTORY     - UNK      MONUMENTED       SPRR
 JA1011  HISTORY     - 1965     GOOD             CGS
 JA1011
 JA1011                          STATION DESCRIPTION
 JA1011
 JA1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1011'1.8 MI E FROM OAKLAND CITY.
 JA1011'ABOUT 1.75 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 JA1011'STATION AT OAKLAND CITY, IN SECTION 16, T 2 S, R 8 W, 9 POLES
 JA1011'SOUTHWEST OF MILEPOST 177, SET IN THE TOP OF THE SOUTHEAST END OF
 JA1011'THE SOUTHWEST CONCRETE ABUTMENT OF A STEEL GIRDER RAILROAD BRIDGE
 JA1011'OVER SHY DRAINAGE DITCH, 4.0 FEET SOUTHEAST OF THE SOUTHEAST
 JA1011'RAIL, 1.3 FEET WEST OF THE SOUTHWEST END OF A STEEL GIRDER, AND
 JA1011'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 16, T 2 S,
 JA1011'R 8 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1025 ***********************************************************************
 JA1025  DESIGNATION -  RV 68 SOURR
 JA1025  PID         -  JA1025
 JA1025  STATE/COUNTY-  IN/GIBSON
 JA1025  COUNTRY     -  US
 JA1025  USGS QUAD   -  FRANCISCO (2019)
 JA1025
 JA1025                         *CURRENT SURVEY CONTROL
 JA1025  ______________________________________________________________________
 JA1025* NAD 83(1986) POSITION- 38 20 06.     (N) 087 22 50.     (W)   SCALED
 JA1025* NAVD 88 ORTHO HEIGHT -   129.270 (meters)      424.11  (feet) ADJUSTED
 JA1025  ______________________________________________________________________
 JA1025  GEOID HEIGHT    -        -31.720 (meters)                     GEOID18
 JA1025  DYNAMIC HEIGHT  -        129.184 (meters)      423.83  (feet) COMP
 JA1025  MODELED GRAVITY -    979,964.9   (mgal)                       NAVD 88
 JA1025
 JA1025  VERT ORDER      -  FIRST     CLASS II
 JA1025
 JA1025.The horizontal coordinates were scaled from a map and have
 JA1025.an estimated accuracy of +/- 6 seconds.
 JA1025
 JA1025.The orthometric height was determined by differential leveling and
 JA1025.adjusted by the NATIONAL GEODETIC SURVEY
 JA1025.in June 1991.
 JA1025
 JA1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1025.GEOID18 height accuracy estimate available here.
 JA1025
 JA1025.Click photographs - Photos may exist for this station.
 JA1025
 JA1025.The dynamic height is computed by dividing the NAVD 88
 JA1025.geopotential number by the normal gravity value computed on the
 JA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1025.degrees latitude (g = 980.6199 gals.).
 JA1025
 JA1025.The modeled gravity was interpolated from observed gravity values.
 JA1025
 JA1025;                    North         East    Units  Estimated Accuracy
 JA1025;SPC IN W     -   342,720.      874,010.      MT  (+/- 180 meters Scaled)
 JA1025
 JA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH667430(NAD 83)
 JA1025
 JA1025                          SUPERSEDED SURVEY CONTROL
 JA1025
 JA1025  NGVD 29 (??/??/92)  129.409  (m)          424.57   (f) ADJ UNCH    1 2
 JA1025
 JA1025.Superseded values are not recommended for survey control.
 JA1025
 JA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1025.See file dsdata.pdf to determine how the superseded data were derived.
 JA1025
 JA1025_MARKER: R = RIVET
 JA1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1025_SP_SET: BRIDGE
 JA1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1025
 JA1025  HISTORY     - Date     Condition        Report By
 JA1025  HISTORY     - UNK      MONUMENTED       SPRR
 JA1025  HISTORY     - 1965     GOOD             CGS
 JA1025
 JA1025                          STATION DESCRIPTION
 JA1025
 JA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1025'2.1 MI W FROM OAKLAND CITY.
 JA1025'ABOUT 2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1025'AT OAKLAND CITY, IN SECTION 14, T 2 S, R 9 W, 6 1/2 RAILS WEST
 JA1025'OF MILEPOST 173, A MONEL METAL RIVET SET IN THE TOP OF THE
 JA1025'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER
 JA1025'KEG CREEK, 3.7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL
 JA1025'WITH THE TRACK.  SEC 14, T 2 S, R 9 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1030 ***********************************************************************
 JA1030  DESIGNATION -  RV 69 SOURR
 JA1030  PID         -  JA1030
 JA1030  STATE/COUNTY-  IN/GIBSON
 JA1030  COUNTRY     -  US
 JA1030  USGS QUAD   -  FRANCISCO (2019)
 JA1030
 JA1030                         *CURRENT SURVEY CONTROL
 JA1030  ______________________________________________________________________
 JA1030* NAD 83(1986) POSITION- 38 20 07.     (N) 087 26 23.     (W)   SCALED
 JA1030* NAVD 88 ORTHO HEIGHT -   134.256 (meters)      440.47  (feet) ADJUSTED
 JA1030  ______________________________________________________________________
 JA1030  GEOID HEIGHT    -        -31.644 (meters)                     GEOID18
 JA1030  DYNAMIC HEIGHT  -        134.167 (meters)      440.18  (feet) COMP
 JA1030  MODELED GRAVITY -    979,962.8   (mgal)                       NAVD 88
 JA1030
 JA1030  VERT ORDER      -  FIRST     CLASS II
 JA1030
 JA1030.The horizontal coordinates were scaled from a map and have
 JA1030.an estimated accuracy of +/- 6 seconds.
 JA1030
 JA1030.The orthometric height was determined by differential leveling and
 JA1030.adjusted by the NATIONAL GEODETIC SURVEY
 JA1030.in June 1991.
 JA1030
 JA1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1030.GEOID18 height accuracy estimate available here.
 JA1030
 JA1030.Click photographs - Photos may exist for this station.
 JA1030
 JA1030.The dynamic height is computed by dividing the NAVD 88
 JA1030.geopotential number by the normal gravity value computed on the
 JA1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1030.degrees latitude (g = 980.6199 gals.).
 JA1030
 JA1030.The modeled gravity was interpolated from observed gravity values.
 JA1030
 JA1030;                    North         East    Units  Estimated Accuracy
 JA1030;SPC IN W     -   342,770.      868,840.      MT  (+/- 180 meters Scaled)
 JA1030
 JA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH615431(NAD 83)
 JA1030
 JA1030                          SUPERSEDED SURVEY CONTROL
 JA1030
 JA1030  NGVD 29 (??/??/92)  134.394  (m)          440.92   (f) ADJ UNCH    1 2
 JA1030
 JA1030.Superseded values are not recommended for survey control.
 JA1030
 JA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1030.See file dsdata.pdf to determine how the superseded data were derived.
 JA1030
 JA1030_MARKER: R = RIVET
 JA1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1030_SP_SET: CULVERT
 JA1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1030
 JA1030  HISTORY     - Date     Condition        Report By
 JA1030  HISTORY     - UNK      MONUMENTED       SPRR
 JA1030  HISTORY     - 1965     GOOD             CGS
 JA1030  HISTORY     - 1991     GOOD             USPSQD
 JA1030
 JA1030                          STATION DESCRIPTION
 JA1030
 JA1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1030'0.5 MI NE FROM FRANCISCO.
 JA1030'ABOUT 0.15 MILE NORTHEAST ALONG NORTH 3RD STREET FROM THE POST
 JA1030'OFFICE AT FRANCISCO, THENCE 0.35 MILE EAST ALONG THE SOUTHERN
 JA1030'RAILWAY, IN SECTION 17, T 2 S, R 9 W, 0.25 MILE WEST OF MILEPOST
 JA1030'170, 11 RAILS EAST OF THE EAST END OF A SWITCH, 15 1/2 FEET
 JA1030'SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JA1030'PRIVATE ROAD, A MONEL METAL RIVET SET IN THE CENTER OF THE TOP
 JA1030'OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT, 6 1/2 FEET SOUTH
 JA1030'OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 JA1030'SEC 17, T 2 S, R 9 W.
 JA1030
 JA1030                          STATION RECOVERY (1991)
 JA1030
 JA1030'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0863 ***********************************************************************
 ME0863  DESIGNATION -  RV 7
 ME0863  PID         -  ME0863
 ME0863  STATE/COUNTY-  IN/LA PORTE
 ME0863  COUNTRY     -  US
 ME0863  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0863
 ME0863                         *CURRENT SURVEY CONTROL
 ME0863  ______________________________________________________________________
 ME0863* NAD 83(1986) POSITION- 41 42 22.     (N) 086 51 39.     (W)   SCALED
 ME0863* NAVD 88 ORTHO HEIGHT -   192.397 (meters)      631.22  (feet) ADJUSTED
 ME0863  ______________________________________________________________________
 ME0863  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0863  DYNAMIC HEIGHT  -        192.325 (meters)      630.99  (feet) COMP
 ME0863  MODELED GRAVITY -    980,248.0   (mgal)                       NAVD 88
 ME0863
 ME0863  VERT ORDER      -  SECOND    CLASS 0
 ME0863
 ME0863.The horizontal coordinates were scaled from a map and have
 ME0863.an estimated accuracy of +/- 6 seconds.
 ME0863
 ME0863.The orthometric height was determined by differential leveling and
 ME0863.adjusted by the NATIONAL GEODETIC SURVEY
 ME0863.in June 1991.
 ME0863
 ME0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0863.GEOID18 height accuracy estimate available here.
 ME0863
 ME0863.Click photographs - Photos may exist for this station.
 ME0863
 ME0863.The dynamic height is computed by dividing the NAVD 88
 ME0863.geopotential number by the normal gravity value computed on the
 ME0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0863.degrees latitude (g = 980.6199 gals.).
 ME0863
 ME0863.The modeled gravity was interpolated from observed gravity values.
 ME0863
 ME0863;                    North         East    Units  Estimated Accuracy
 ME0863;SPC IN W     -   717,000.      918,520.      MT  (+/- 180 meters Scaled)
 ME0863
 ME0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM115171(NAD 83)
 ME0863
 ME0863                          SUPERSEDED SURVEY CONTROL
 ME0863
 ME0863  NGVD 29 (??/??/92)  192.509  (m)          631.59   (f) ADJ UNCH    2 0
 ME0863
 ME0863.Superseded values are not recommended for survey control.
 ME0863
 ME0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0863.See file dsdata.pdf to determine how the superseded data were derived.
 ME0863
 ME0863_MARKER: R = RIVET
 ME0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0863_SP_SET: ABUTMENT
 ME0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0863
 ME0863  HISTORY     - Date     Condition        Report By
 ME0863  HISTORY     - UNK      MONUMENTED       PMRR
 ME0863  HISTORY     - 1934     GOOD             CGS
 ME0863  HISTORY     - 1961     GOOD             CGS
 ME0863  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0863
 ME0863                          STATION DESCRIPTION
 ME0863
 ME0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0863'1.9 MI NE FROM MICHIGAN CITY.
 ME0863'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0863'THE PERE MARQUETTE RAILWAY, 7 1/2 YARDS SOUTHEAST OF THE SOUTHEAST
 ME0863'RAIL, ON THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE PERE
 ME0863'MARQUETTE RAILWAY BRIDGE OVER INDIANA STATE HIGHWAY 29, 1 YARD
 ME0863'ABOVE THE BRIDGE SEAT, AND 1 FOOT BELOW THE RAILS.  A STANDARD
 ME0863'MONEL-METAL RIVET.
 ME0863
 ME0863                          STATION RECOVERY (1961)
 ME0863
 ME0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0863'RECOVERED IN GOOD CONDITION.
 ME0863
 ME0863                          STATION RECOVERY (1985)
 ME0863
 ME0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0863'THE TOP OF THE MONEL RIVET HAS BEEN BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1037 ***********************************************************************
 JA1037  DESIGNATION -  RV 70
 JA1037  PID         -  JA1037
 JA1037  STATE/COUNTY-  IN/GIBSON
 JA1037  COUNTRY     -  US
 JA1037  USGS QUAD   -  FRANCISCO (2019)
 JA1037
 JA1037                         *CURRENT SURVEY CONTROL
 JA1037  ______________________________________________________________________
 JA1037* NAD 83(1986) POSITION- 38 19 47.3    (N) 087 29 34.9    (W)   HD_HELD2
 JA1037* NAVD 88 ORTHO HEIGHT -   144.543 (meters)      474.22  (feet) ADJUSTED
 JA1037  ______________________________________________________________________
 JA1037  GEOID HEIGHT    -        -31.569 (meters)                     GEOID18
 JA1037  DYNAMIC HEIGHT  -        144.447 (meters)      473.91  (feet) COMP
 JA1037  MODELED GRAVITY -    979,961.5   (mgal)                       NAVD 88
 JA1037
 JA1037  VERT ORDER      -  FIRST     CLASS II
 JA1037
 JA1037.The horizontal coordinates were established by autonomous hand held GPS
 JA1037.observations and have an estimated accuracy of +/- 10 meters.
 JA1037
 JA1037.The orthometric height was determined by differential leveling and
 JA1037.adjusted by the NATIONAL GEODETIC SURVEY
 JA1037.in June 1991.
 JA1037
 JA1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1037.GEOID18 height accuracy estimate available here.
 JA1037
 JA1037.Click photographs - Photos may exist for this station.
 JA1037
 JA1037.The dynamic height is computed by dividing the NAVD 88
 JA1037.geopotential number by the normal gravity value computed on the
 JA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1037.degrees latitude (g = 980.6199 gals.).
 JA1037
 JA1037.The modeled gravity was interpolated from observed gravity values.
 JA1037
 JA1037;                    North         East    Units  Estimated Accuracy
 JA1037;SPC IN W     -   342,181.      864,178.      MT  (+/- 10 meters HH2 GPS)
 JA1037
 JA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5690742523(NAD 83)
 JA1037
 JA1037                          SUPERSEDED SURVEY CONTROL
 JA1037
 JA1037  NGVD 29 (??/??/92)  144.680  (m)          474.67   (f) ADJ UNCH    1 2
 JA1037
 JA1037.Superseded values are not recommended for survey control.
 JA1037
 JA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1037.See file dsdata.pdf to determine how the superseded data were derived.
 JA1037
 JA1037_MARKER: R = RIVET
 JA1037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1037_SP_SET: CULVERT HEADWALL
 JA1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1037+STABILITY: SURFACE MOTION
 JA1037
 JA1037  HISTORY     - Date     Condition        Report By
 JA1037  HISTORY     - UNK      MONUMENTED       SPRR
 JA1037  HISTORY     - 1965     GOOD             CGS
 JA1037  HISTORY     - 1991     GOOD             USPSQD
 JA1037  HISTORY     - 2013     GOOD             INDOT
 JA1037
 JA1037                          STATION DESCRIPTION
 JA1037
 JA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1037'2.5 MI W FROM FRANCISCO.
 JA1037'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 JA1037'AT FRANCISCO, THENCE 2.3 MILES WEST ALONG THE SOUTHERN RAILWAY, IN
 JA1037'SECTION 23, T 2 S, R 10 W, ABOUT 0.3 MILE WEST OF MILEPOST 167,
 JA1037'103 FEET WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 JA1037'ROAD NUMBER 400E, SET IN THE CENTER OF THE TOP OF THE SOUTH
 JA1037'CONCRETE HEADWALL OF A CORRUGATED METAL CULVERT, 14 1/2 FEET
 JA1037'SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 JA1037'TRACK.  SEC 23, T 2 S, R 10 W.
 JA1037
 JA1037                          STATION RECOVERY (1991)
 JA1037
 JA1037'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1037'RECOVERED IN GOOD CONDITION.
 JA1037
 JA1037                          STATION RECOVERY (2013)
 JA1037
 JA1037'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA1037'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1129 ***********************************************************************
 JA1129  DESIGNATION -  RV 71 SOURR
 JA1129  PID         -  JA1129
 JA1129  STATE/COUNTY-  IN/GIBSON
 JA1129  COUNTRY     -  US
 JA1129  USGS QUAD   -  PRINCETON (2019)
 JA1129
 JA1129                         *CURRENT SURVEY CONTROL
 JA1129  ______________________________________________________________________
 JA1129* NAD 83(1986) POSITION- 38 21 29.     (N) 087 34 05.     (W)   SCALED
 JA1129* NAVD 88 ORTHO HEIGHT -   148.452 (meters)      487.05  (feet) ADJUSTED
 JA1129  ______________________________________________________________________
 JA1129  GEOID HEIGHT    -        -31.493 (meters)                     GEOID18
 JA1129  DYNAMIC HEIGHT  -        148.354 (meters)      486.72  (feet) COMP
 JA1129  MODELED GRAVITY -    979,964.0   (mgal)                       NAVD 88
 JA1129
 JA1129  VERT ORDER      -  FIRST     CLASS II
 JA1129
 JA1129.The horizontal coordinates were scaled from a map and have
 JA1129.an estimated accuracy of +/- 6 seconds.
 JA1129
 JA1129.The orthometric height was determined by differential leveling and
 JA1129.adjusted by the NATIONAL GEODETIC SURVEY
 JA1129.in June 1991.
 JA1129
 JA1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1129.GEOID18 height accuracy estimate available here.
 JA1129
 JA1129.Click photographs - Photos may exist for this station.
 JA1129
 JA1129.The dynamic height is computed by dividing the NAVD 88
 JA1129.geopotential number by the normal gravity value computed on the
 JA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1129.degrees latitude (g = 980.6199 gals.).
 JA1129
 JA1129.The modeled gravity was interpolated from observed gravity values.
 JA1129
 JA1129;                    North         East    Units  Estimated Accuracy
 JA1129;SPC IN W     -   345,350.      857,640.      MT  (+/- 180 meters Scaled)
 JA1129
 JA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH503456(NAD 83)
 JA1129
 JA1129                          SUPERSEDED SURVEY CONTROL
 JA1129
 JA1129  NGVD 29 (??/??/92)  148.589  (m)          487.50   (f) ADJ UNCH    1 2
 JA1129
 JA1129.Superseded values are not recommended for survey control.
 JA1129
 JA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1129.See file dsdata.pdf to determine how the superseded data were derived.
 JA1129
 JA1129_MARKER: R = RIVET
 JA1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1129_SP_SET: SIDEWALK
 JA1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1129
 JA1129  HISTORY     - Date     Condition        Report By
 JA1129  HISTORY     - UNK      MONUMENTED       SPRR
 JA1129  HISTORY     - 1965     GOOD             CGS
 JA1129
 JA1129                          STATION DESCRIPTION
 JA1129
 JA1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1129'0.2 MI N FROM PRINCETON.
 JA1129'ABOUT 0.2 MILE NORTH ALONG NORTH HART STREET FROM THE GIBSON
 JA1129'COUNTY COURTHOUSE AT PRINCETON, 61 1/2 FEET SOUTHWEST AND ACROSS
 JA1129'THE INTERSECTION OF NORTH HART STREET AND WEST CHESTNUT STREET
 JA1129'FROM THE SOUTHWEST CORNER OF A SEARS MAIL-ORDER STORE, 19 FEET
 JA1129'WEST OF THE CENTER LINE OF NORTH HART STREET, 17 1/2 FEET SOUTH
 JA1129'OF THE CENTER LINE OF WEST CHESTNUT STREET, A MONEL METAL RIVET
 JA1129'SET IN THE TOP OF THE NORTHEAST CORNER OF A SIDEWALK, 4 FEET
 JA1129'SOUTH OF THE SOUTH RAIL OF AN ABANDONED RAILROAD TRACK, ABOUT
 JA1129'5 INCHES ABOVE THE LEVEL OF THE STREET.  NOTE-- THE SOUTHERN
 JA1129'RAILWAY STATION HAS BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1139 ***********************************************************************
 JA1139  DESIGNATION -  RV 73 SOURR
 JA1139  PID         -  JA1139
 JA1139  STATE/COUNTY-  IN/GIBSON
 JA1139  COUNTRY     -  US
 JA1139  USGS QUAD   -  OWENSVILLE (2019)
 JA1139
 JA1139                         *CURRENT SURVEY CONTROL
 JA1139  ______________________________________________________________________
 JA1139* NAD 83(1986) POSITION- 38 22 00.     (N) 087 38 24.     (W)   SCALED
 JA1139* NAVD 88 ORTHO HEIGHT -   122.256 (meters)      401.10  (feet) ADJUSTED
 JA1139  ______________________________________________________________________
 JA1139  GEOID HEIGHT    -        -31.408 (meters)                     GEOID18
 JA1139  DYNAMIC HEIGHT  -        122.176 (meters)      400.84  (feet) COMP
 JA1139  MODELED GRAVITY -    979,973.5   (mgal)                       NAVD 88
 JA1139
 JA1139  VERT ORDER      -  FIRST     CLASS II
 JA1139
 JA1139.The horizontal coordinates were scaled from a map and have
 JA1139.an estimated accuracy of +/- 6 seconds.
 JA1139
 JA1139.The orthometric height was determined by differential leveling and
 JA1139.adjusted by the NATIONAL GEODETIC SURVEY
 JA1139.in June 1991.
 JA1139
 JA1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1139.GEOID18 height accuracy estimate available here.
 JA1139
 JA1139.Click photographs - Photos may exist for this station.
 JA1139
 JA1139.The dynamic height is computed by dividing the NAVD 88
 JA1139.geopotential number by the normal gravity value computed on the
 JA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1139.degrees latitude (g = 980.6199 gals.).
 JA1139
 JA1139.The modeled gravity was interpolated from observed gravity values.
 JA1139
 JA1139;                    North         East    Units  Estimated Accuracy
 JA1139;SPC IN W     -   346,340.      851,350.      MT  (+/- 180 meters Scaled)
 JA1139
 JA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH440466(NAD 83)
 JA1139
 JA1139                          SUPERSEDED SURVEY CONTROL
 JA1139
 JA1139  NGVD 29 (??/??/92)  122.393  (m)          401.55   (f) ADJ UNCH    1 2
 JA1139
 JA1139.Superseded values are not recommended for survey control.
 JA1139
 JA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1139.See file dsdata.pdf to determine how the superseded data were derived.
 JA1139
 JA1139_MARKER: R = RIVET
 JA1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1139_SP_SET: CULVERT
 JA1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1139
 JA1139  HISTORY     - Date     Condition        Report By
 JA1139  HISTORY     - UNK      MONUMENTED       SPRR
 JA1139  HISTORY     - 1965     GOOD             CGS
 JA1139
 JA1139                          STATION DESCRIPTION
 JA1139
 JA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1139'4.2 MI W FROM PRINCETON.
 JA1139'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 JA1139'COURTHOUSE AT PRINCETON TO THE CHICAGO AND EASTERN ILLINOIS
 JA1139'RAILROAD STATION, THENCE 3.85 MILES WEST ALONG THE SOUTHERN
 JA1139'RAILWAY, 0.2 MILE WEST OF MILEPOST 158, 28 FEET SOUTHEAST OF THE
 JA1139'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 22 FEET
 JA1139'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 3 FEET BELOW
 JA1139'THE LEVEL OF THE TRACK, AND SET IN THE CENTER OF THE TOP OF THE
 JA1139'SOUTH CONCRETE HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0616 ***********************************************************************
 JA0616  DESIGNATION -  RV 74
 JA0616  PID         -  JA0616
 JA0616  STATE/COUNTY-  IN/SPENCER
 JA0616  COUNTRY     -  US
 JA0616  USGS QUAD   -  SANTA CLAUS (2019)
 JA0616
 JA0616                         *CURRENT SURVEY CONTROL
 JA0616  ______________________________________________________________________
 JA0616* NAD 83(1986) POSITION- 38 07 18.     (N) 086 59 50.     (W)   SCALED
 JA0616* NAVD 88 ORTHO HEIGHT -   132.815 (meters)      435.74  (feet) POSTED
 JA0616  ______________________________________________________________________
 JA0616  GEOID HEIGHT    -        -31.769 (meters)                     GEOID18
 JA0616  DYNAMIC HEIGHT  -        132.73  (meters)      435.5   (feet) COMP
 JA0616  MODELED GRAVITY -    979,960.0   (mgal)                       NAVD 88
 JA0616
 JA0616  VERT ORDER      -  * POSTED, SEE BELOW
 JA0616
 JA0616.The horizontal coordinates were scaled from a map and have
 JA0616.an estimated accuracy of +/- 6 seconds.
 JA0616
 JA0616.The orthometric height was determined by differential leveling
 JA0616.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0616
 JA0616.* This is a POSTED BENCH MARK height.
 JA0616
 JA0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0616.GEOID18 height accuracy estimate available here.
 JA0616
 JA0616.Click photographs - Photos may exist for this station.
 JA0616
 JA0616.The dynamic height is computed by dividing the NAVD 88
 JA0616.geopotential number by the normal gravity value computed on the
 JA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0616.degrees latitude (g = 980.6199 gals.).
 JA0616
 JA0616.The modeled gravity was interpolated from observed gravity values.
 JA0616
 JA0616;                    North         East    Units  Estimated Accuracy
 JA0616;SPC IN W     -   319,000.      907,550.      MT  (+/- 180 meters Scaled)
 JA0616
 JA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH002193(NAD 83)
 JA0616
 JA0616                          SUPERSEDED SURVEY CONTROL
 JA0616
 JA0616  NGVD 29 (??/??/92)  132.93   (m)          436.1    (f) COMPUTED    2 0
 JA0616
 JA0616.Superseded values are not recommended for survey control.
 JA0616
 JA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0616.See file dsdata.pdf to determine how the superseded data were derived.
 JA0616
 JA0616_MARKER: R = RIVET
 JA0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0616_SP_SET: WALL
 JA0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0616
 JA0616  HISTORY     - Date     Condition        Report By
 JA0616  HISTORY     - UNK      MONUMENTED       SPRR
 JA0616  HISTORY     - 1935     GOOD             CGS
 JA0616  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0616
 JA0616                          STATION DESCRIPTION
 JA0616
 JA0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0616'AT LINCOLN CITY.
 JA0616'AT LINCOLN CITY, SPENCER COUNTY, ON THE SOUTHERN RAILWAY, 190
 JA0616'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 0.3
 JA0616'MILE SOUTH OF MILEPOST 34, 53 YARDS NORTHEAST OF THE CENTER OF A
 JA0616'GRAVEL-ROAD CROSSING, IN THE CENTER OF THE NORTH CONCRETE WALL
 JA0616'OF A RAILROAD WEIGHING SCALE, 6.4 FEET EAST OF A EAST RAIL OF
 JA0616'A SIDING, AND LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL
 JA0616'RIVET.
 JA0616
 JA0616                          STATION RECOVERY (1965)
 JA0616
 JA0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1110 ***********************************************************************
 JA1110  DESIGNATION -  RV 75
 JA1110  PID         -  JA1110
 JA1110  STATE/COUNTY-  IN/SPENCER
 JA1110  COUNTRY     -  US
 JA1110  USGS QUAD   -  CHRISNEY (2019)
 JA1110
 JA1110                         *CURRENT SURVEY CONTROL
 JA1110  ______________________________________________________________________
 JA1110* NAD 83(1986) POSITION- 38 05 38.8    (N) 087 00 55.7    (W)   HD_HELD2
 JA1110* NAVD 88 ORTHO HEIGHT -   132.631 (meters)      435.14  (feet) ADJUSTED
 JA1110  ______________________________________________________________________
 JA1110  GEOID HEIGHT    -        -31.650 (meters)                     GEOID18
 JA1110  DYNAMIC HEIGHT  -        132.543 (meters)      434.85  (feet) COMP
 JA1110  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 JA1110
 JA1110  VERT ORDER      -  FIRST     CLASS II
 JA1110
 JA1110.The horizontal coordinates were established by autonomous hand held GPS
 JA1110.observations and have an estimated accuracy of +/- 10 meters.
 JA1110
 JA1110.The orthometric height was determined by differential leveling and
 JA1110.adjusted by the NATIONAL GEODETIC SURVEY
 JA1110.in June 1991.
 JA1110
 JA1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1110.GEOID18 height accuracy estimate available here.
 JA1110
 JA1110.Click photographs - Photos may exist for this station.
 JA1110
 JA1110.The dynamic height is computed by dividing the NAVD 88
 JA1110.geopotential number by the normal gravity value computed on the
 JA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1110.degrees latitude (g = 980.6199 gals.).
 JA1110
 JA1110.The modeled gravity was interpolated from observed gravity values.
 JA1110
 JA1110;                    North         East    Units  Estimated Accuracy
 JA1110;SPC IN W     -   315,942.      905,953.      MT  (+/- 10 meters HH2 GPS)
 JA1110
 JA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9864316257(NAD 83)
 JA1110
 JA1110                          SUPERSEDED SURVEY CONTROL
 JA1110
 JA1110  NGVD 29 (??/??/92)  132.735  (m)          435.48   (f) ADJ UNCH    1 2
 JA1110
 JA1110.Superseded values are not recommended for survey control.
 JA1110
 JA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1110.See file dsdata.pdf to determine how the superseded data were derived.
 JA1110
 JA1110_MARKER: R = RIVET
 JA1110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1110_SP_SET: CULVERT HEADWALL
 JA1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1110+STABILITY: SURFACE MOTION
 JA1110
 JA1110  HISTORY     - Date     Condition        Report By
 JA1110  HISTORY     - UNK      MONUMENTED       SPRR
 JA1110  HISTORY     - 1965     GOOD             CGS
 JA1110  HISTORY     - 20110313 GOOD             GEOCAC
 JA1110
 JA1110                          STATION DESCRIPTION
 JA1110
 JA1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1110'2.2 MI SSW FROM LINCOLN CITY.
 JA1110'ABOUT 2.25 MILES SOUTH-SOUTHWEST ALONG THE SOUTHERN RAILROAD
 JA1110'FROM THE POST OFFICE AT LINCOLN CITY, IN SECTION 7, T 5 S, R 5 W,
 JA1110'0.15 MILE NORTH OF MILEPOST 15, 8 1/4 RAILS SOUTH OF THE CROSSING
 JA1110'OF A GRAVELED ROAD, 16 1/2 FEET EAST OF THE EAST RAIL, ABOUT
 JA1110'3 1/2 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF THE
 JA1110'NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT.
 JA1110
 JA1110                          STATION RECOVERY (2011)
 JA1110
 JA1110'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1117 ***********************************************************************
 JA1117  DESIGNATION -  RV 76 SOURR
 JA1117  PID         -  JA1117
 JA1117  STATE/COUNTY-  IN/SPENCER
 JA1117  COUNTRY     -  US
 JA1117  USGS QUAD   -  CHRISNEY (2019)
 JA1117
 JA1117                         *CURRENT SURVEY CONTROL
 JA1117  ______________________________________________________________________
 JA1117* NAD 83(1986) POSITION- 38 01 28.     (N) 087 02 15.     (W)   SCALED
 JA1117* NAVD 88 ORTHO HEIGHT -   123.647 (meters)      405.67  (feet) ADJUSTED
 JA1117  ______________________________________________________________________
 JA1117  GEOID HEIGHT    -        -31.437 (meters)                     GEOID18
 JA1117  DYNAMIC HEIGHT  -        123.565 (meters)      405.40  (feet) COMP
 JA1117  MODELED GRAVITY -    979,963.8   (mgal)                       NAVD 88
 JA1117
 JA1117  VERT ORDER      -  SECOND    CLASS 0
 JA1117
 JA1117.The horizontal coordinates were scaled from a map and have
 JA1117.an estimated accuracy of +/- 6 seconds.
 JA1117
 JA1117.The orthometric height was determined by differential leveling and
 JA1117.adjusted by the NATIONAL GEODETIC SURVEY
 JA1117.in June 1991.
 JA1117
 JA1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1117.GEOID18 height accuracy estimate available here.
 JA1117
 JA1117.Click photographs - Photos may exist for this station.
 JA1117
 JA1117.The dynamic height is computed by dividing the NAVD 88
 JA1117.geopotential number by the normal gravity value computed on the
 JA1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1117.degrees latitude (g = 980.6199 gals.).
 JA1117
 JA1117.The modeled gravity was interpolated from observed gravity values.
 JA1117
 JA1117;                    North         East    Units  Estimated Accuracy
 JA1117;SPC IN W     -   308,210.      904,020.      MT  (+/- 180 meters Scaled)
 JA1117
 JA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH967085(NAD 83)
 JA1117
 JA1117                          SUPERSEDED SURVEY CONTROL
 JA1117
 JA1117  NGVD 29 (??/??/92)  123.764  (m)          406.05   (f) ADJ UNCH    2 0
 JA1117
 JA1117.Superseded values are not recommended for survey control.
 JA1117
 JA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1117.See file dsdata.pdf to determine how the superseded data were derived.
 JA1117
 JA1117_MARKER: R = RIVET
 JA1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1117_SP_SET: BRIDGE
 JA1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1117
 JA1117  HISTORY     - Date     Condition        Report By
 JA1117  HISTORY     - UNK      MONUMENTED       SPRR
 JA1117  HISTORY     - 1965     GOOD             CGS
 JA1117  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1117
 JA1117                          STATION DESCRIPTION
 JA1117
 JA1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1117'0.6 MI N FROM CHRISNEY.
 JA1117'0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA1117'CHRISNEY, SPENCER COUNTY, 0.3 MILE SOUTH OF MILEPOST 10, 14.7
 JA1117'FEET WEST OF THE CENTER OF A DIRT ROAD CROSSING, AT A HIGHWAY
 JA1117'BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHEAST WING WALL, 10.5
 JA1117'FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 JA1117'TRACK.  A STANDARD MONEL-METAL RIVET.
 JA1117
 JA1117                          STATION RECOVERY (2022)
 JA1117
 JA1117'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0566 ***********************************************************************
 HA0566  DESIGNATION -  RV 77
 HA0566  PID         -  HA0566
 HA0566  STATE/COUNTY-  IN/SPENCER
 HA0566  COUNTRY     -  US
 HA0566  USGS QUAD   -  ROCKPORT (2019)
 HA0566
 HA0566                         *CURRENT SURVEY CONTROL
 HA0566  ______________________________________________________________________
 HA0566* NAD 83(1986) POSITION- 37 56 34.     (N) 087 02 27.     (W)   SCALED
 HA0566* NAVD 88 ORTHO HEIGHT -   117.872 (meters)      386.72  (feet) ADJUSTED
 HA0566  ______________________________________________________________________
 HA0566  GEOID HEIGHT    -        -31.269 (meters)                     GEOID18
 HA0566  DYNAMIC HEIGHT  -        117.793 (meters)      386.46  (feet) COMP
 HA0566  MODELED GRAVITY -    979,958.8   (mgal)                       NAVD 88
 HA0566
 HA0566  VERT ORDER      -  FIRST     CLASS II
 HA0566
 HA0566.The horizontal coordinates were scaled from a map and have
 HA0566.an estimated accuracy of +/- 6 seconds.
 HA0566
 HA0566.The orthometric height was determined by differential leveling and
 HA0566.adjusted by the NATIONAL GEODETIC SURVEY
 HA0566.in June 1991.
 HA0566
 HA0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0566.GEOID18 height accuracy estimate available here.
 HA0566
 HA0566.Click photographs - Photos may exist for this station.
 HA0566
 HA0566.The dynamic height is computed by dividing the NAVD 88
 HA0566.geopotential number by the normal gravity value computed on the
 HA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0566.degrees latitude (g = 980.6199 gals.).
 HA0566
 HA0566.The modeled gravity was interpolated from observed gravity values.
 HA0566
 HA0566;                    North         East    Units  Estimated Accuracy
 HA0566;SPC IN W     -   299,140.      903,740.      MT  (+/- 180 meters Scaled)
 HA0566
 HA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG964994(NAD 83)
 HA0566
 HA0566                          SUPERSEDED SURVEY CONTROL
 HA0566
 HA0566  NGVD 29 (??/??/92)  117.972  (m)          387.05   (f) ADJ UNCH    1 2
 HA0566
 HA0566.Superseded values are not recommended for survey control.
 HA0566
 HA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0566.See file dsdata.pdf to determine how the superseded data were derived.
 HA0566
 HA0566_MARKER: R = RIVET
 HA0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0566_SP_SET: BRIDGE
 HA0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0566
 HA0566  HISTORY     - Date     Condition        Report By
 HA0566  HISTORY     - UNK      MONUMENTED       SPRR
 HA0566  HISTORY     - 1965     GOOD             CGS
 HA0566
 HA0566                          STATION DESCRIPTION
 HA0566
 HA0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0566'5 MI S FROM CHRISNEY.
 HA0566'ABOUT 4.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST OFFICE
 HA0566'AT CHRISNEY, THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, IN
 HA0566'SECTION 2, T 7 S, R 6 W, 11.6 MILES SOUTHEAST OF THE SOUTHEAST RAIL
 HA0566'OF THE SOUTHERN RAILROAD, 15 FEET WEST OF THE CENTER LINE OF THE
 HA0566'ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE NORTWEST CONCRETE
 HA0566'WINGWALL OF THE BRIDGE UNDER THE ROAD, ABOUT 4 FEET BELOW THE LEVEL
 HA0566'OF THE RAILS, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0574 ***********************************************************************
 HA0574  DESIGNATION -  RV 78
 HA0574  PID         -  HA0574
 HA0574  STATE/COUNTY-  IN/SPENCER
 HA0574  COUNTRY     -  US
 HA0574  USGS QUAD   -  ROCKPORT (2019)
 HA0574
 HA0574                         *CURRENT SURVEY CONTROL
 HA0574  ______________________________________________________________________
 HA0574* NAD 83(1986) POSITION- 37 53 29.3    (N) 087 03 03.2    (W)   HD_HELD2
 HA0574* NAVD 88 ORTHO HEIGHT -   119.661 (meters)      392.59  (feet) ADJUSTED
 HA0574  ______________________________________________________________________
 HA0574  GEOID HEIGHT    -        -31.164 (meters)                     GEOID18
 HA0574  DYNAMIC HEIGHT  -        119.580 (meters)      392.32  (feet) COMP
 HA0574  MODELED GRAVITY -    979,954.8   (mgal)                       NAVD 88
 HA0574
 HA0574  VERT ORDER      -  FIRST     CLASS II
 HA0574
 HA0574.The horizontal coordinates were established by autonomous hand held GPS
 HA0574.observations and have an estimated accuracy of +/- 10 meters.
 HA0574
 HA0574.The orthometric height was determined by differential leveling and
 HA0574.adjusted by the NATIONAL GEODETIC SURVEY
 HA0574.in June 1991.
 HA0574
 HA0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0574.GEOID18 height accuracy estimate available here.
 HA0574
 HA0574.Click photographs - Photos may exist for this station.
 HA0574
 HA0574.The dynamic height is computed by dividing the NAVD 88
 HA0574.geopotential number by the normal gravity value computed on the
 HA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0574.degrees latitude (g = 980.6199 gals.).
 HA0574
 HA0574.The modeled gravity was interpolated from observed gravity values.
 HA0574
 HA0574;                    North         East    Units  Estimated Accuracy
 HA0574;SPC IN W     -   293,449.      902,854.      MT  (+/- 10 meters HH2 GPS)
 HA0574
 HA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9552593774(NAD 83)
 HA0574
 HA0574                          SUPERSEDED SURVEY CONTROL
 HA0574
 HA0574  NGVD 29 (??/??/92)  119.761  (m)          392.92   (f) ADJ UNCH    1 2
 HA0574
 HA0574.Superseded values are not recommended for survey control.
 HA0574
 HA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0574.See file dsdata.pdf to determine how the superseded data were derived.
 HA0574
 HA0574_MARKER: R = RIVET
 HA0574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0574_SP_SET: CULVERT HEADWALL
 HA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0574+STABILITY: SURFACE MOTION
 HA0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0574+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 HA0574
 HA0574  HISTORY     - Date     Condition        Report By
 HA0574  HISTORY     - UNK      MONUMENTED       SPRR
 HA0574  HISTORY     - 1965     GOOD             CGS
 HA0574  HISTORY     - 1965     GOOD             CGS
 HA0574  HISTORY     - 20081002 GOOD             GEOCAC
 HA0574  HISTORY     - 20100804 GOOD             GEOCAC
 HA0574
 HA0574                          STATION DESCRIPTION
 HA0574
 HA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0574'0.5 MI NE FROM ROCKPORT.
 HA0574'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0574'AT ROCKPORT, THENCE 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILROAD,
 HA0574'IN SECTION 23, T 8 S, R 6 W, 23 FEET NORTHEAST OF THE CENTER OF THE
 HA0574'CROSSING OF SYCAMORE STREET, 19 FEET NORTH OF THE CENTER LINE OF
 HA0574'SYCAMORE STREET, 9 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HA0574'MAIN TRACK, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 HA0574'HEADWALL OF A CULVERT, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HA0574'RAILS.
 HA0574
 HA0574                          STATION RECOVERY (1965)
 HA0574
 HA0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0574'RECOVERED IN GOOD CONDITION.
 HA0574
 HA0574                          STATION RECOVERY (2008)
 HA0574
 HA0574'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA0574'THE RAILROAD TRACK HAS BEEN REMOVED.
 HA0574
 HA0574                          STATION RECOVERY (2010)
 HA0574
 HA0574'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0574'RIVET RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0865 ***********************************************************************
 ME0865  DESIGNATION -  RV 8
 ME0865  PID         -  ME0865
 ME0865  STATE/COUNTY-  IN/LA PORTE
 ME0865  COUNTRY     -  US
 ME0865  USGS QUAD   -  MICHIGAN CITY EAST (2019)
 ME0865
 ME0865                         *CURRENT SURVEY CONTROL
 ME0865  ______________________________________________________________________
 ME0865* NAD 83(1986) POSITION- 41 42 01.     (N) 086 52 28.     (W)   SCALED
 ME0865* NAVD 88 ORTHO HEIGHT -   191.755 (meters)      629.12  (feet) ADJUSTED
 ME0865  ______________________________________________________________________
 ME0865  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0865  DYNAMIC HEIGHT  -        191.684 (meters)      628.88  (feet) COMP
 ME0865  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 ME0865
 ME0865  VERT ORDER      -  SECOND    CLASS 0
 ME0865
 ME0865.The horizontal coordinates were scaled from a map and have
 ME0865.an estimated accuracy of +/- 6 seconds.
 ME0865
 ME0865.The orthometric height was determined by differential leveling and
 ME0865.adjusted by the NATIONAL GEODETIC SURVEY
 ME0865.in June 1991.
 ME0865
 ME0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0865.GEOID18 height accuracy estimate available here.
 ME0865
 ME0865.Click photographs - Photos may exist for this station.
 ME0865
 ME0865.The dynamic height is computed by dividing the NAVD 88
 ME0865.geopotential number by the normal gravity value computed on the
 ME0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0865.degrees latitude (g = 980.6199 gals.).
 ME0865
 ME0865.The modeled gravity was interpolated from observed gravity values.
 ME0865
 ME0865;                    North         East    Units  Estimated Accuracy
 ME0865;SPC IN W     -   716,350.      917,390.      MT  (+/- 180 meters Scaled)
 ME0865
 ME0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM104165(NAD 83)
 ME0865
 ME0865                          SUPERSEDED SURVEY CONTROL
 ME0865
 ME0865  NGVD 29 (??/??/92)  191.867  (m)          629.48   (f) ADJ UNCH    2 0
 ME0865
 ME0865.Superseded values are not recommended for survey control.
 ME0865
 ME0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0865.See file dsdata.pdf to determine how the superseded data were derived.
 ME0865
 ME0865_MARKER: R = RIVET
 ME0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0865_SP_SET: SIGNAL BASE
 ME0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0865
 ME0865  HISTORY     - Date     Condition        Report By
 ME0865  HISTORY     - UNK      MONUMENTED       PMRR
 ME0865  HISTORY     - 1934     GOOD             CGS
 ME0865  HISTORY     - 1961     GOOD             CGS
 ME0865  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0865  HISTORY     - 20160824 MARK NOT FOUND   INDOT
 ME0865
 ME0865                          STATION DESCRIPTION
 ME0865
 ME0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0865'1 MI E FROM MICHIGAN CITY.
 ME0865'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0865'THE PERE MARQUETTE RAILWAY, 9 RAILS NORTHEAST OF THE EAST END
 ME0865'OF THE SULLIVAN MACHINERY COMPANY, 30 YARDS NORTHWEST OF THE
 ME0865'SULLIVAN BASE BALL FIELD, IN THE SOUTHEAST ANGLE OF WOODLAND
 ME0865'AVENUE CROSSING 4 1/2 YARDS EAST OF THE CENTER LINE OF WOODLAND
 ME0865'AVENUE, 3 YARDS SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE
 ME0865'CONCRETE FOUNDATION OF THE CROSSING FLASH LIGHT SIGNAL, 5 INCHES
 ME0865'SOUTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION.  A STANDARD
 ME0865'MONEL-METAL RIVET.
 ME0865
 ME0865                          STATION RECOVERY (1961)
 ME0865
 ME0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0865'RECOVERED IN GOOD CONDITION.
 ME0865
 ME0865                          STATION RECOVERY (1985)
 ME0865
 ME0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0865'THERE IS A NEW CROSSING SIGNAL AT THIS LOCATION.
 ME0865
 ME0865                          STATION RECOVERY (2016)
 ME0865
 ME0865'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0865'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0866 ***********************************************************************
 ME0866  DESIGNATION -  RV 9
 ME0866  PID         -  ME0866
 ME0866  STATE/COUNTY-  IN/LA PORTE
 ME0866  COUNTRY     -  US
 ME0866  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0866
 ME0866                         *CURRENT SURVEY CONTROL
 ME0866  ______________________________________________________________________
 ME0866* NAD 83(1986) POSITION- 41 42 01.     (N) 086 53 11.     (W)   SCALED
 ME0866* NAVD 88 ORTHO HEIGHT -   191.128 (meters)      627.06  (feet) ADJUSTED
 ME0866  ______________________________________________________________________
 ME0866  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME0866  DYNAMIC HEIGHT  -        191.058 (meters)      626.83  (feet) COMP
 ME0866  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 ME0866
 ME0866  VERT ORDER      -  SECOND    CLASS 0
 ME0866
 ME0866.The horizontal coordinates were scaled from a map and have
 ME0866.an estimated accuracy of +/- 6 seconds.
 ME0866
 ME0866.The orthometric height was determined by differential leveling and
 ME0866.adjusted by the NATIONAL GEODETIC SURVEY
 ME0866.in June 1991.
 ME0866
 ME0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0866.GEOID18 height accuracy estimate available here.
 ME0866
 ME0866.Click photographs - Photos may exist for this station.
 ME0866
 ME0866.The dynamic height is computed by dividing the NAVD 88
 ME0866.geopotential number by the normal gravity value computed on the
 ME0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0866.degrees latitude (g = 980.6199 gals.).
 ME0866
 ME0866.The modeled gravity was interpolated from observed gravity values.
 ME0866
 ME0866;                    North         East    Units  Estimated Accuracy
 ME0866;SPC IN W     -   716,350.      916,390.      MT  (+/- 180 meters Scaled)
 ME0866
 ME0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM094165(NAD 83)
 ME0866
 ME0866                          SUPERSEDED SURVEY CONTROL
 ME0866
 ME0866  NGVD 29 (??/??/92)  191.264  (m)          627.51   (f) ADJ UNCH    2 0
 ME0866
 ME0866.Superseded values are not recommended for survey control.
 ME0866
 ME0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0866.See file dsdata.pdf to determine how the superseded data were derived.
 ME0866
 ME0866_MARKER: R = RIVET
 ME0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0866_SP_SET: SIGNAL BASE
 ME0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0866
 ME0866  HISTORY     - Date     Condition        Report By
 ME0866  HISTORY     - UNK      MONUMENTED       PMRR
 ME0866  HISTORY     - 1934     GOOD             CGS
 ME0866  HISTORY     - 1961     GOOD             CGS
 ME0866  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0866  HISTORY     - 20160824 MARK NOT FOUND   INDOT
 ME0866
 ME0866                          STATION DESCRIPTION
 ME0866
 ME0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0866'AT MICHIGAN CITY.
 ME0866'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0866'RAILWAY 0.4 MILE EAST OF THE STATION, 5 YARDS WEST OF THE CENTER
 ME0866'LINE OF TILDEN AVENUE, IN THE SOUTHWEST ANGLE OF THE TILDEN
 ME0866'AVENUE CROSSING, 3 YARDS NORTH OF THE NORTH RAIL, 1 YARD WEST OF
 ME0866'THE WEST CURB OF TILDEN AVENUE, IN THE TOP OF THE CONCRETE
 ME0866'FOUNDATION OF CROSSING FLASH LIGHT SIGNAL, 3 INCHES NORTHWEST
 ME0866'OF THE SOUTHEAST CORNER OF THE FOUNDATION.  A STANDARD MONEL-METAL
 ME0866'RIVET.  NOTE-- THIS MARK WAS RECOVERED IN JANUARY 1942 IN THE
 ME0866'NORTHWEST ANGLE OF THE TILDEN AVENUE CROSSING, AND 3 INCHES
 ME0866'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION.
 ME0866'POSSIBLY A NEW FOUNDATION AND RIVET HAVE BEEN INSTALLED.
 ME0866
 ME0866                          STATION RECOVERY (1961)
 ME0866
 ME0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0866'RECOVERED IN GOOD CONDITION.
 ME0866
 ME0866                          STATION RECOVERY (1985)
 ME0866
 ME0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0866'THERE IS A NEW CROSSING SIGNAL AT THIS LOCATION.
 ME0866
 ME0866                          STATION RECOVERY (2016)
 ME0866
 ME0866'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2151 ***********************************************************************
 LA2151  DESIGNATION -  RYBOLT
 LA2151  PID         -  LA2151
 LA2151  STATE/COUNTY-  IN/GRANT
 LA2151  COUNTRY     -  US
 LA2151  USGS QUAD   -  POINT ISABEL (2019)
 LA2151
 LA2151                         *CURRENT SURVEY CONTROL
 LA2151  ______________________________________________________________________
 LA2151* NAD 83(1997) POSITION- 40 25 05.30927(N) 085 49 28.51918(W)   ADJUSTED
 LA2151* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 LA2151  ______________________________________________________________________
 LA2151  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LA2151  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 LA2151  HORZ ORDER      -  FIRST
 LA2151
 LA2151.The horizontal coordinates were established by classical geodetic methods
 LA2151.and adjusted by the National Geodetic Survey in May 1999.
 LA2151
 LA2151.The orthometric height was scaled from a topographic map.
 LA2151
 LA2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2151.GEOID18 height accuracy estimate available here.
 LA2151
 LA2151.Click photographs - Photos may exist for this station.
 LA2151
 LA2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2151
 LA2151. The following values were computed from the NAD 83(1997) position.
 LA2151
 LA2151;                    North         East     Units Scale Factor Converg.
 LA2151;SPC IN E     -   573,957.930    86,597.492   MT  0.99996888   -0 06 08.6
 LA2151;SPC IN E     - 1,883,060.31    284,111.94   sFT  0.99996888   -0 06 08.6
 LA2151;UTM  16      - 4,474,831.745   599,719.222   MT  0.99972240   +0 45 43.8
 LA2151
 LA2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2151!SPC IN E     -   0.99996305  x   0.99996888  =   0.99993193
 LA2151!UTM  16      -   0.99996305  x   0.99972240  =   0.99968546
 LA2151
 LA2151:                Primary Azimuth Mark                     Grid Az
 LA2151:SPC IN E     -  RYBOLT AZ MK                             056 48 44.8
 LA2151:UTM  16      -  RYBOLT AZ MK                             055 56 52.4
 LA2151
 LA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9971974831(NAD 83)
 LA2151
 LA2151|---------------------------------------------------------------------|
 LA2151| PID    Reference Object                     Distance      Geod. Az  |
 LA2151|                                                           dddmmss.s |
 LA2151| LA2209 SWAYZEE MUNICIPAL TANK              APPROX.10.0 KM 0013106.8 |
 LA2151| CD1179 RYBOLT RM 2                          25.816 METERS 00907     |
 LA2151| CD1177 RYBOLT AZ MK                                       0564236.2 |
 LA2151| LA2164 WINDFALL MUNICIPAL TANK             APPROX.12.8 KM 2404914.6 |
 LA2151| CD1178 RYBOLT RM 1                          35.308 METERS 26444     |
 LA2151|---------------------------------------------------------------------|
 LA2151
 LA2151                          SUPERSEDED SURVEY CONTROL
 LA2151
 LA2151  NAD 83(1986)-  40 25 05.31282(N)    085 49 28.53275(W) AD(       ) 1
 LA2151  NAD 27      -  40 25 05.17500(N)    085 49 28.60180(W) AD(       ) 1
 LA2151
 LA2151.Superseded values are not recommended for survey control.
 LA2151
 LA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2151.See file dsdata.pdf to determine how the superseded data were derived.
 LA2151
 LA2151_MARKER: DS = TRIANGULATION STATION DISK
 LA2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2151_STAMPING: RYBOLT 1948
 LA2151_MARK LOGO: CGS
 LA2151_PROJECTION: RECESSED 30 CENTIMETERS
 LA2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2151+STABILITY: SURFACE MOTION
 LA2151
 LA2151  HISTORY     - Date     Condition        Report By
 LA2151  HISTORY     - 1948     MONUMENTED       CGS
 LA2151  HISTORY     - 1954     GOOD             CGS
 LA2151
 LA2151                          STATION DESCRIPTION
 LA2151
 LA2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2151'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF MARION AND 0.2 MILE
 LA2151'SOUTH OF POINT ISABEL
 LA2151'ON PROPERTY OF MR. A.F. DREYER.  IT IS 35 FEET WEST OF THE CENTER OF
 LA2151'GRAVEL ROAD, 19 FEET NORTHWEST OF
 LA2151'A FENCE CORNER AND 16 FEET SOUTHWEST OF A WHITE WITNESS
 LA2151'POST.  THE MARK IS UNDERGROUND ABOUT 1 FOOT AND THE
 LA2151'DISK IS STAMPED RYBOLT 1948.
 LA2151'
 LA2151'REFERENCE MARK NO. 1 IS 115.84 FEET WEST OF THE STATION.  IT IS 1
 LA2151'FOOT NORTH OF A FENCELINE.
 LA2151'THE MARK IS FLUSH AND THE DISK IS STAMPED RYBOLT NO 1 1948.
 LA2151'
 LA2151'REFERENCE MARK NO. 2 IS 84.70 FEET NORTH OF THE STATION.  IT IS 20
 LA2151'FEET WEST OF THE CENTER OF
 LA2151'GRAVEL ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 3
 LA2151'INCHES AND THE DISK IS STAMPED RYBOLT NO 2 1948.
 LA2151'
 LA2151'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION.  IT IS 40 FEET
 LA2151'NORTH OF THE CENTER OF STATE
 LA2151'HIGHWAY NO. 26, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 LA2151'OF A FENCE LINE.  THE MARK IS FLUSH
 LA2151'AND THE DISK IS STAMPED RYBOLT 1948.
 LA2151'
 LA2151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 26 AND
 LA2151'NO. 13 AND GRAVEL ROAD
 LA2151'SOUTH IN POINT ISABEL, GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO THE
 LA2151'STATION ON THE RIGHT.
 LA2151'
 LA2151'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS NO. 26
 LA2151'AND NO. 13 AND GRAVEL ROAD
 LA2151'SOUTH IN POINT ISABEL, GO EAST ON STATE HIGHWAY NO. 26 FOR 0.4 MILE
 LA2151'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2151'
 LA2151'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2151
 LA2151                          STATION RECOVERY (1954)
 LA2151
 LA2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2151'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LA2151'CONDITION.  THE DISTANCE
 LA2151'TO ALL MARKS CHECKED.  THE DIRECTIONS TO THE AZIMUTH MARK AND
 LA2151'REFERENCE MARK NO. 2 CHECKED BUT
 LA2151'DID NOT CHECK TO REFERENCE MARK NO. 1.  THE OLD DESCRIPTION IS
 LA2151'ADEQUATE.
 LA2151'
 LA2151'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1848 ***********************************************************************
 JZ1848  DESIGNATION -  S 1
 JZ1848  PID         -  JZ1848
 JZ1848  STATE/COUNTY-  IN/DECATUR
 JZ1848  COUNTRY     -  US
 JZ1848  USGS QUAD   -  GREENSBURG (2019)
 JZ1848
 JZ1848                         *CURRENT SURVEY CONTROL
 JZ1848  ______________________________________________________________________
 JZ1848* NAD 83(1986) POSITION- 39 20 22.5    (N) 085 29 09.3    (W)   HD_HELD2
 JZ1848* NAVD 88 ORTHO HEIGHT -   295.434 (meters)      969.27  (feet) ADJUSTED
 JZ1848  ______________________________________________________________________
 JZ1848  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ1848  DYNAMIC HEIGHT  -        295.249 (meters)      968.66  (feet) COMP
 JZ1848  MODELED GRAVITY -    979,994.1   (mgal)                       NAVD 88
 JZ1848
 JZ1848  VERT ORDER      -  FIRST     CLASS II
 JZ1848
 JZ1848.The horizontal coordinates were established by autonomous hand held GPS
 JZ1848.observations and have an estimated accuracy of +/- 10 meters.
 JZ1848
 JZ1848.The orthometric height was determined by differential leveling and
 JZ1848.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1848.in June 1991.
 JZ1848
 JZ1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1848.GEOID18 height accuracy estimate available here.
 JZ1848
 JZ1848.Click photographs - Photos may exist for this station.
 JZ1848
 JZ1848.The dynamic height is computed by dividing the NAVD 88
 JZ1848.geopotential number by the normal gravity value computed on the
 JZ1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1848.degrees latitude (g = 980.6199 gals.).
 JZ1848
 JZ1848.The modeled gravity was interpolated from observed gravity values.
 JZ1848
 JZ1848;                    North         East    Units  Estimated Accuracy
 JZ1848;SPC IN E     -   454,211.      115,582.      MT  (+/- 10 meters HH2 GPS)
 JZ1848
 JZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3048155554(NAD 83)
 JZ1848
 JZ1848                          SUPERSEDED SURVEY CONTROL
 JZ1848
 JZ1848  NGVD 29 (??/??/92)  295.555  (m)          969.67   (f) ADJ UNCH    1 2
 JZ1848
 JZ1848.Superseded values are not recommended for survey control.
 JZ1848
 JZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1848.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1848
 JZ1848_MARKER: DB = BENCH MARK DISK
 JZ1848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1848_SP_SET: STEP
 JZ1848_STAMPING: S 1
 JZ1848_MARK LOGO: CGS
 JZ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1848
 JZ1848  HISTORY     - Date     Condition        Report By
 JZ1848  HISTORY     - 1917     MONUMENTED       CGS
 JZ1848  HISTORY     - 1947     GOOD             CGS
 JZ1848  HISTORY     - 1986     GOOD             NGS
 JZ1848
 JZ1848                          STATION DESCRIPTION
 JZ1848
 JZ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1848'AT GREENSBURG.
 JZ1848'AT GREENSBURG, AT THE CORNER OF MICHIGAN AND JACKSON STREETS, AT
 JZ1848'THE ENTRANCE TO THE CARNEGIE PUBLIC LIBRARY, SET IN THE TOP
 JZ1848'OF THE EAST END OF THE SECOND STEP ABOVE THE SIDE WALK, 9.5 FEET
 JZ1848'EAST OF THE CENTER OF THE ENTRANCE AND ABOUT 1 FOOT ABOVE THE
 JZ1848'WALK.
 JZ1848
 JZ1848                          STATION RECOVERY (1986)
 JZ1848
 JZ1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1848'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--22.3
 JZ1848'M (73.2 FT) NORTHEAST OF THE CENTER OF MICHIGAN STREET, AND 14.6 M
 JZ1848'(47.9 FT) WEST OF THE CENTER OF JACKSON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0050 ***********************************************************************
 JA0050  DESIGNATION -  S 10
 JA0050  PID         -  JA0050
 JA0050  STATE/COUNTY-  IN/LAWRENCE
 JA0050  COUNTRY     -  US
 JA0050  USGS QUAD   -  MITCHELL (2019)
 JA0050
 JA0050                         *CURRENT SURVEY CONTROL
 JA0050  ______________________________________________________________________
 JA0050* NAD 83(1986) POSITION- 38 43 53.     (N) 086 28 29.     (W)   SCALED
 JA0050* NAVD 88 ORTHO HEIGHT -   208.410 (meters)      683.76  (feet) ADJUSTED
 JA0050  ______________________________________________________________________
 JA0050  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 JA0050  DYNAMIC HEIGHT  -        208.275 (meters)      683.32  (feet) COMP
 JA0050  MODELED GRAVITY -    979,974.0   (mgal)                       NAVD 88
 JA0050
 JA0050  VERT ORDER      -  FIRST     CLASS II
 JA0050
 JA0050.The horizontal coordinates were scaled from a map and have
 JA0050.an estimated accuracy of +/- 6 seconds.
 JA0050
 JA0050.The orthometric height was determined by differential leveling and
 JA0050.adjusted by the NATIONAL GEODETIC SURVEY
 JA0050.in June 1991.
 JA0050
 JA0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0050.GEOID18 height accuracy estimate available here.
 JA0050
 JA0050.Click photographs - Photos may exist for this station.
 JA0050
 JA0050.The dynamic height is computed by dividing the NAVD 88
 JA0050.geopotential number by the normal gravity value computed on the
 JA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0050.degrees latitude (g = 980.6199 gals.).
 JA0050
 JA0050.The modeled gravity was interpolated from observed gravity values.
 JA0050
 JA0050;                    North         East    Units  Estimated Accuracy
 JA0050;SPC IN W     -   386,850.      952,920.      MT  (+/- 180 meters Scaled)
 JA0050
 JA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH456871(NAD 83)
 JA0050
 JA0050                          SUPERSEDED SURVEY CONTROL
 JA0050
 JA0050  NGVD 29 (??/??/92)  208.52   (m)          684.1    (f) COMPUTED    1 2
 JA0050
 JA0050.Superseded values are not recommended for survey control.
 JA0050
 JA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0050.See file dsdata.pdf to determine how the superseded data were derived.
 JA0050
 JA0050_MARKER: DB = BENCH MARK DISK
 JA0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0050_STAMPING: 684.132 S 10 1930
 JA0050_MARK LOGO: CGS
 JA0050_PROJECTION: FLUSH
 JA0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0050+STABILITY: SURFACE MOTION
 JA0050
 JA0050  HISTORY     - Date     Condition        Report By
 JA0050  HISTORY     - 1930     MONUMENTED       CGS
 JA0050  HISTORY     - 1967     GOOD             CGS
 JA0050
 JA0050                          STATION DESCRIPTION
 JA0050
 JA0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JA0050'AT MITCHELL.
 JA0050'AT MITCHELL, LAWRENCE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JA0050'ABOUT 235 FEET WEST OF THE THIRD STREET CROSSING WEST OF THE
 JA0050'STATION, BETWEEN POLES 126/31 AND 126/32, AND 33.2 FEET SOUTH
 JA0050'OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JA0050'684.132 S 10 1930 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JA0050'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1585 ***********************************************************************
 LB1585  DESIGNATION -  S 100
 LB1585  PID         -  LB1585
 LB1585  STATE/COUNTY-  IN/WARREN
 LB1585  COUNTRY     -  US
 LB1585  USGS QUAD   -  WEST LEBANON (2019)
 LB1585
 LB1585                         *CURRENT SURVEY CONTROL
 LB1585  ______________________________________________________________________
 LB1585* NAD 83(1986) POSITION- 40 16 45.     (N) 087 28 22.     (W)   SCALED
 LB1585* NAVD 88 ORTHO HEIGHT -   219.677 (meters)      720.72  (feet) ADJUSTED
 LB1585  ______________________________________________________________________
 LB1585  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 LB1585  DYNAMIC HEIGHT  -        219.566 (meters)      720.36  (feet) COMP
 LB1585  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 LB1585
 LB1585  VERT ORDER      -  SECOND    CLASS 0
 LB1585
 LB1585.The horizontal coordinates were scaled from a map and have
 LB1585.an estimated accuracy of +/- 6 seconds.
 LB1585
 LB1585.The orthometric height was determined by differential leveling and
 LB1585.adjusted by the NATIONAL GEODETIC SURVEY
 LB1585.in June 1991.
 LB1585
 LB1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1585.GEOID18 height accuracy estimate available here.
 LB1585
 LB1585.Click photographs - Photos may exist for this station.
 LB1585
 LB1585.The dynamic height is computed by dividing the NAVD 88
 LB1585.geopotential number by the normal gravity value computed on the
 LB1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1585.degrees latitude (g = 980.6199 gals.).
 LB1585
 LB1585.The modeled gravity was interpolated from observed gravity values.
 LB1585
 LB1585;                    North         East    Units  Estimated Accuracy
 LB1585;SPC IN W     -   558,590.      866,880.      MT  (+/- 180 meters Scaled)
 LB1585
 LB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK598588(NAD 83)
 LB1585
 LB1585                          SUPERSEDED SURVEY CONTROL
 LB1585
 LB1585  NGVD 29 (??/??/92)  219.714  (m)          720.85   (f) ADJ UNCH    2 0
 LB1585
 LB1585.Superseded values are not recommended for survey control.
 LB1585
 LB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1585.See file dsdata.pdf to determine how the superseded data were derived.
 LB1585
 LB1585_MARKER: DB = BENCH MARK DISK
 LB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1585_STAMPING: S 100 1946
 LB1585_MARK LOGO: CGS
 LB1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1585+STABILITY: SURFACE MOTION
 LB1585
 LB1585  HISTORY     - Date     Condition        Report By
 LB1585  HISTORY     - 1946     MONUMENTED       CGS
 LB1585  HISTORY     - 20060112 MARK NOT FOUND   INDOT
 LB1585
 LB1585                          STATION DESCRIPTION
 LB1585
 LB1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1585'5 MI NW FROM WEST LEBANON.
 LB1585'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1585'AT WEST LEBANON, THENCE ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY
 LB1585'28, AT THE LESTER CORK AIRPORT, ON A FENCE LINE, 52 FEET SOUTHEAST
 LB1585'OF THE SOUTHWEST CORNER OF THE HANGER, 50.5 FEET SOUTHWEST OF
 LB1585'THE SOUTHEAST CORNER OF THE HANGER BUILDING.  A STANDARD DISK,
 LB1585'STAMPED S 100 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1585'6 INCHES ABOVE GROUND.
 LB1585
 LB1585                          STATION RECOVERY (2006)
 LB1585
 LB1585'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006
 LB1585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1056 ***********************************************************************
 KA1056  DESIGNATION -  S 101
 KA1056  PID         -  KA1056
 KA1056  STATE/COUNTY-  IN/PARKE
 KA1056  COUNTRY     -  US
 KA1056  USGS QUAD   -  WALLACE (2019)
 KA1056
 KA1056                         *CURRENT SURVEY CONTROL
 KA1056  ______________________________________________________________________
 KA1056* NAD 83(1986) POSITION- 39 52 30.10   (N) 087 10 29.51   (W)   HD_HELD1
 KA1056* NAVD 88 ORTHO HEIGHT -   209.854 (meters)      688.50  (feet) ADJUSTED
 KA1056  ______________________________________________________________________
 KA1056  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 KA1056  DYNAMIC HEIGHT  -        209.737 (meters)      688.11  (feet) COMP
 KA1056  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA1056
 KA1056  VERT ORDER      -  SECOND    CLASS 0
 KA1056
 KA1056.The horizontal coordinates were determined by differentially corrected
 KA1056.hand held GPS observations or other comparable positioning techniques
 KA1056.and have an estimated accuracy of +/- 3 meters.
 KA1056
 KA1056.The orthometric height was determined by differential leveling and
 KA1056.adjusted by the NATIONAL GEODETIC SURVEY
 KA1056.in June 1991.
 KA1056
 KA1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1056.GEOID18 height accuracy estimate available here.
 KA1056
 KA1056.Click photographs - Photos may exist for this station.
 KA1056
 KA1056.The dynamic height is computed by dividing the NAVD 88
 KA1056.geopotential number by the normal gravity value computed on the
 KA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1056.degrees latitude (g = 980.6199 gals.).
 KA1056
 KA1056.The modeled gravity was interpolated from observed gravity values.
 KA1056
 KA1056;                    North         East    Units  Estimated Accuracy
 KA1056;SPC IN W     -   513,646.0     892,169.9     MT  (+/- 3 meters HH1 GPS) 
 KA1056
 KA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8504613901(NAD 83)
 KA1056
 KA1056                          SUPERSEDED SURVEY CONTROL
 KA1056
 KA1056  NGVD 29 (??/??/92)  209.944  (m)          688.79   (f) ADJ UNCH    2 0
 KA1056
 KA1056.Superseded values are not recommended for survey control.
 KA1056
 KA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1056.See file dsdata.pdf to determine how the superseded data were derived.
 KA1056
 KA1056_MARKER: DB = BENCH MARK DISK
 KA1056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1056_SP_SET: CULVERT HEADWALL
 KA1056_STAMPING: S 101 1946
 KA1056_MARK LOGO: CGS
 KA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1056+STABILITY: SURFACE MOTION
 KA1056
 KA1056  HISTORY     - Date     Condition        Report By
 KA1056  HISTORY     - 1946     MONUMENTED       CGS
 KA1056
 KA1056                          STATION DESCRIPTION
 KA1056
 KA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1056'7.1 MI W FROM WAVELAND.
 KA1056'ABOUT 7.1 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1056'WITH STATE HIGHWAY 59 AT WAVELAND, 0.4 MILE WEST OF A ROAD
 KA1056'LEADING SOUTH, AT A CURVE IN THE HIGHWAY WITH TANGENTS EXTENDING
 KA1056'NORTHWEST AND EAST AND THE Y JUNCTION OF A ROAD LEADING WEST,
 KA1056'ABOUT 200 FEET WEST OF A PRIVATE ROAD LEADING NORTH TO A FARM
 KA1056'HOUSE ABOUT 0.2 MILE NORTH OF THE HIGHWAY, SET IN THE TOP OF THE
 KA1056'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 24 INCH CORRUGATED
 KA1056'PIPE CULVERT, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 KA1056'AND THE CENTER OF THE JUNCTION OF THE ROAD WEST.  A STANDARD
 KA1056'DISK, STAMPED S 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0718 ***********************************************************************
 KA0718  DESIGNATION -  S 102
 KA0718  PID         -  KA0718
 KA0718  STATE/COUNTY-  IN/MONTGOMERY
 KA0718  COUNTRY     -  US
 KA0718  USGS QUAD   -  NEW MARKET (2019)
 KA0718
 KA0718                         *CURRENT SURVEY CONTROL
 KA0718  ______________________________________________________________________
 KA0718* NAD 83(1986) POSITION- 39 55 27.     (N) 086 57 41.     (W)   SCALED
 KA0718* NAVD 88 ORTHO HEIGHT -   247.801 (meters)      812.99  (feet) ADJUSTED
 KA0718  ______________________________________________________________________
 KA0718  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 KA0718  DYNAMIC HEIGHT  -        247.665 (meters)      812.55  (feet) COMP
 KA0718  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 KA0718
 KA0718  VERT ORDER      -  SECOND    CLASS 0
 KA0718
 KA0718.The horizontal coordinates were scaled from a map and have
 KA0718.an estimated accuracy of +/- 6 seconds.
 KA0718
 KA0718.The orthometric height was determined by differential leveling and
 KA0718.adjusted by the NATIONAL GEODETIC SURVEY
 KA0718.in June 1991.
 KA0718
 KA0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0718.GEOID18 height accuracy estimate available here.
 KA0718
 KA0718.Click photographs - Photos may exist for this station.
 KA0718
 KA0718.The dynamic height is computed by dividing the NAVD 88
 KA0718.geopotential number by the normal gravity value computed on the
 KA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0718.degrees latitude (g = 980.6199 gals.).
 KA0718
 KA0718.The modeled gravity was interpolated from observed gravity values.
 KA0718
 KA0718;                    North         East    Units  Estimated Accuracy
 KA0718;SPC IN W     -   519,110.      910,420.      MT  (+/- 180 meters Scaled)
 KA0718
 KA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK032193(NAD 83)
 KA0718
 KA0718                          SUPERSEDED SURVEY CONTROL
 KA0718
 KA0718  NGVD 29 (??/??/92)  247.894  (m)          813.30   (f) ADJ UNCH    2 0
 KA0718
 KA0718.Superseded values are not recommended for survey control.
 KA0718
 KA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0718.See file dsdata.pdf to determine how the superseded data were derived.
 KA0718
 KA0718_MARKER: DB = BENCH MARK DISK
 KA0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0718_SP_SET: CULVERT HEADWALL
 KA0718_STAMPING: S 102 1946
 KA0718_MARK LOGO: CGS
 KA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0718+STABILITY: SURFACE MOTION
 KA0718
 KA0718  HISTORY     - Date     Condition        Report By
 KA0718  HISTORY     - 1946     MONUMENTED       CGS
 KA0718
 KA0718                          STATION DESCRIPTION
 KA0718
 KA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0718'2.4 MI NE FROM BROWNS VALLEY.
 KA0718'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA0718'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 0.65 MILE EAST ALONG
 KA0718'STATE HIGHWAY 234, 0.5 MILE WEST OF THE CROSSING OF THE
 KA0718'PENNSYLVANIA RAILROAD, ABOUT 130 YARDS WEST OF A 14 FOOT CONCRETE
 KA0718'BRIDGE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF
 KA0718'A 4 FOOT CONCRETE CULVERT.  A STANDARD DISK, STAMPED S 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0985 ***********************************************************************
 KA0985  DESIGNATION -  S 103
 KA0985  PID         -  KA0985
 KA0985  STATE/COUNTY-  IN/FOUNTAIN
 KA0985  COUNTRY     -  US
 KA0985  USGS QUAD   -  KINGMAN (2019)
 KA0985
 KA0985                         *CURRENT SURVEY CONTROL
 KA0985  ______________________________________________________________________
 KA0985* NAD 83(1986) POSITION- 39 57 35.     (N) 087 21 59.     (W)   SCALED
 KA0985* NAVD 88 ORTHO HEIGHT -   185.371 (meters)      608.17  (feet) ADJUSTED
 KA0985  ______________________________________________________________________
 KA0985  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KA0985  DYNAMIC HEIGHT  -        185.272 (meters)      607.85  (feet) COMP
 KA0985  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 KA0985
 KA0985  VERT ORDER      -  SECOND    CLASS 0
 KA0985
 KA0985.The horizontal coordinates were scaled from a map and have
 KA0985.an estimated accuracy of +/- 6 seconds.
 KA0985
 KA0985.The orthometric height was determined by differential leveling and
 KA0985.adjusted by the NATIONAL GEODETIC SURVEY
 KA0985.in June 1991.
 KA0985
 KA0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0985.GEOID18 height accuracy estimate available here.
 KA0985
 KA0985.Click photographs - Photos may exist for this station.
 KA0985
 KA0985.The dynamic height is computed by dividing the NAVD 88
 KA0985.geopotential number by the normal gravity value computed on the
 KA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0985.degrees latitude (g = 980.6199 gals.).
 KA0985
 KA0985.The modeled gravity was interpolated from observed gravity values.
 KA0985
 KA0985;                    North         East    Units  Estimated Accuracy
 KA0985;SPC IN W     -   523,080.      875,820.      MT  (+/- 180 meters Scaled)
 KA0985
 KA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK687233(NAD 83)
 KA0985
 KA0985                          SUPERSEDED SURVEY CONTROL
 KA0985
 KA0985  NGVD 29 (??/??/92)  185.435  (m)          608.38   (f) ADJ UNCH    2 0
 KA0985
 KA0985.Superseded values are not recommended for survey control.
 KA0985
 KA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0985.See file dsdata.pdf to determine how the superseded data were derived.
 KA0985
 KA0985_MARKER: DB = BENCH MARK DISK
 KA0985_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0985_SP_SET: CULVERT HEADWALL
 KA0985_STAMPING: S 103 1946
 KA0985_MARK LOGO: CGS
 KA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0985+STABILITY: SURFACE MOTION
 KA0985
 KA0985  HISTORY     - Date     Condition        Report By
 KA0985  HISTORY     - 1946     MONUMENTED       CGS
 KA0985
 KA0985                          STATION DESCRIPTION
 KA0985
 KA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0985'4.9 MI W FROM KINGMAN.
 KA0985'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0985'AT KINGMAN, 0.5 MILE EAST OF A CROSS ROAD, 0.5 MILE WEST OF A
 KA0985'CROSS ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KA0985'HEAD WALL OF A 14 INCH PIPE CULVERT, 54 FEET NORTHEAST AND ACROSS
 KA0985'THE HIGHWAY FROM POWER POLE NO. 276-972, 19 FEET NORTH OF AND
 KA0985'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- THIS
 KA0985'MARK MAY BE REACHED FROM THE POST OFFICE AT CAYUGA, VERMILLION
 KA0985'COUNTY, BY GOING ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 234.
 KA0985'A STANDARD DISK, STAMPED S 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1782 ***********************************************************************
 LB1782  DESIGNATION -  S 104
 LB1782  PID         -  LB1782
 LB1782  STATE/COUNTY-  IN/MONTGOMERY
 LB1782  COUNTRY     -  US
 LB1782  USGS QUAD   -  WAYNETOWN (2019)
 LB1782
 LB1782                         *CURRENT SURVEY CONTROL
 LB1782  ______________________________________________________________________
 LB1782* NAD 83(1986) POSITION- 40 00 38.     (N) 087 03 31.     (W)   SCALED
 LB1782* NAVD 88 ORTHO HEIGHT -   235.176 (meters)      771.57  (feet) ADJUSTED
 LB1782  ______________________________________________________________________
 LB1782  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 LB1782  DYNAMIC HEIGHT  -        235.049 (meters)      771.16  (feet) COMP
 LB1782  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LB1782
 LB1782  VERT ORDER      -  SECOND    CLASS 0
 LB1782
 LB1782.The horizontal coordinates were scaled from a map and have
 LB1782.an estimated accuracy of +/- 6 seconds.
 LB1782
 LB1782.The orthometric height was determined by differential leveling and
 LB1782.adjusted by the NATIONAL GEODETIC SURVEY
 LB1782.in June 1991.
 LB1782
 LB1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1782.GEOID18 height accuracy estimate available here.
 LB1782
 LB1782.Click photographs - Photos may exist for this station.
 LB1782
 LB1782.The dynamic height is computed by dividing the NAVD 88
 LB1782.geopotential number by the normal gravity value computed on the
 LB1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1782.degrees latitude (g = 980.6199 gals.).
 LB1782
 LB1782.The modeled gravity was interpolated from observed gravity values.
 LB1782
 LB1782;                    North         East    Units  Estimated Accuracy
 LB1782;SPC IN W     -   528,690.      902,110.      MT  (+/- 180 meters Scaled)
 LB1782
 LB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK949289(NAD 83)
 LB1782
 LB1782                          SUPERSEDED SURVEY CONTROL
 LB1782
 LB1782  NGVD 29 (??/??/92)  235.258  (m)          771.84   (f) ADJ UNCH    2 0
 LB1782
 LB1782.Superseded values are not recommended for survey control.
 LB1782
 LB1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1782.See file dsdata.pdf to determine how the superseded data were derived.
 LB1782
 LB1782_MARKER: DB = BENCH MARK DISK
 LB1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1782_STAMPING: S 104 1946
 LB1782_MARK LOGO: CGS
 LB1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1782+STABILITY: SURFACE MOTION
 LB1782
 LB1782  HISTORY     - Date     Condition        Report By
 LB1782  HISTORY     - 1946     MONUMENTED       CGS
 LB1782
 LB1782                          STATION DESCRIPTION
 LB1782
 LB1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1782'2.2 MI N FROM ALAMO.
 LB1782'ABOUT 2.2 MILES NORTH ALONG A ROAD LEADING TO WAYNETOWN FROM
 LB1782'THE HIGH SCHOOL AT ALAMO, AT THE JUNCTION OF A ROAD LEADING EAST,
 LB1782'37 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 3 FEET
 LB1782'SOUTH OF THE PROLONGATION OF THE ROAD EAST, 11 FEET NORTH OF A
 LB1782'POWER LINE POLE, 2 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTHEAST
 LB1782'OF THE FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 LB1782'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 LB1782'S 104 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB1782'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1404 ***********************************************************************
 ME1404  DESIGNATION -  S 105
 ME1404  PID         -  ME1404
 ME1404  STATE/COUNTY-  IN/NEWTON
 ME1404  COUNTRY     -  US
 ME1404  USGS QUAD   -  ENOS (2019)
 ME1404
 ME1404                         *CURRENT SURVEY CONTROL
 ME1404  ______________________________________________________________________
 ME1404* NAD 83(1986) POSITION- 41 00 49.     (N) 087 26 42.     (W)   SCALED
 ME1404* NAVD 88 ORTHO HEIGHT -   203.722 (meters)      668.38  (feet) ADJUSTED
 ME1404  ______________________________________________________________________
 ME1404  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 ME1404  DYNAMIC HEIGHT  -        203.634 (meters)      668.09  (feet) COMP
 ME1404  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 ME1404
 ME1404  VERT ORDER      -  SECOND    CLASS 0
 ME1404
 ME1404.The horizontal coordinates were scaled from a map and have
 ME1404.an estimated accuracy of +/- 6 seconds.
 ME1404
 ME1404.The orthometric height was determined by differential leveling and
 ME1404.adjusted by the NATIONAL GEODETIC SURVEY
 ME1404.in June 1991.
 ME1404
 ME1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1404.GEOID18 height accuracy estimate available here.
 ME1404
 ME1404.Click photographs - Photos may exist for this station.
 ME1404
 ME1404.The dynamic height is computed by dividing the NAVD 88
 ME1404.geopotential number by the normal gravity value computed on the
 ME1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1404.degrees latitude (g = 980.6199 gals.).
 ME1404
 ME1404.The modeled gravity was interpolated from observed gravity values.
 ME1404
 ME1404;                    North         East    Units  Estimated Accuracy
 ME1404;SPC IN W     -   640,130.      869,580.      MT  (+/- 180 meters Scaled)
 ME1404
 ME1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625403(NAD 83)
 ME1404
 ME1404                          SUPERSEDED SURVEY CONTROL
 ME1404
 ME1404  NGVD 29 (??/??/92)  203.801  (m)          668.64   (f) ADJ UNCH    2 0
 ME1404
 ME1404.Superseded values are not recommended for survey control.
 ME1404
 ME1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1404.See file dsdata.pdf to determine how the superseded data were derived.
 ME1404
 ME1404_MARKER: DB = BENCH MARK DISK
 ME1404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1404_SP_SET: CURB
 ME1404_STAMPING: S 105 1946
 ME1404_MARK LOGO: CGS
 ME1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1404+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 ME1404
 ME1404  HISTORY     - Date     Condition        Report By
 ME1404  HISTORY     - 1946     MONUMENTED       CGS
 ME1404  HISTORY     - 20080611 GOOD             INDOT
 ME1404  HISTORY     - 20081011 GOOD             GEOCAC
 ME1404
 ME1404                          STATION DESCRIPTION
 ME1404
 ME1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1404'AT ENOS.
 ME1404'AT ENOS, AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AND
 ME1404'STATE HIGHWAY 14, 38 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 ME1404'24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 ME1404'OF THE NORTHEAST CORNER OF THE CONCRETE CURBING AROUND A SQUARE
 ME1404'MANHOLE, 41 FEET NORTH OF POLE NUMBER 44.48 AND ABOUT 2 FEET
 ME1404'LOWER THAN CROSSING LEVEL.
 ME1404
 ME1404                          STATION RECOVERY (2008)
 ME1404
 ME1404'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 ME1404'RECOVERED AS DESCRIBED. AT THE CROSSING OF ABANDONED RAILROAD CROSSING
 ME1404'
 ME1404'AND STATE ROAD 14. 38 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 22
 ME1404'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE NORTHEAST
 ME1404'CORNER OF A 5 FOOT BY 5 FOOT CONCRETE MANHOLE OR CATCH BASIN.
 ME1404'ABOUT 3 FOOT LOWER THAN THE CROSSING. NUMEROUS TREES AND SHRUBS
 ME1404'SURROUND THE MANHOLE AND ARE SOUTH OF THE STATION MAKING GPS
 ME1404'OBSERVATIONS NOT THAT SUITABLE.
 ME1404
 ME1404                          STATION RECOVERY (2008)
 ME1404
 ME1404'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1310 ***********************************************************************
 LB1310  DESIGNATION -  S 106
 LB1310  PID         -  LB1310
 LB1310  STATE/COUNTY-  IN/NEWTON
 LB1310  COUNTRY     -  US
 LB1310  USGS QUAD   -  MOUNT AYR (2019)
 LB1310
 LB1310                         *CURRENT SURVEY CONTROL
 LB1310  ______________________________________________________________________
 LB1310* NAD 83(1986) POSITION- 40 54 41.09   (N) 087 17 43.87   (W)   HD_HELD1
 LB1310* NAVD 88 ORTHO HEIGHT -   201.593 (meters)      661.39  (feet) ADJUSTED
 LB1310  ______________________________________________________________________
 LB1310  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 LB1310  DYNAMIC HEIGHT  -        201.505 (meters)      661.10  (feet) COMP
 LB1310  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 LB1310
 LB1310  VERT ORDER      -  SECOND    CLASS 0
 LB1310
 LB1310.The horizontal coordinates were determined by differentially corrected
 LB1310.hand held GPS observations or other comparable positioning techniques
 LB1310.and have an estimated accuracy of +/- 3 meters.
 LB1310
 LB1310.The orthometric height was determined by differential leveling and
 LB1310.adjusted by the NATIONAL GEODETIC SURVEY
 LB1310.in June 1991.
 LB1310
 LB1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1310.GEOID18 height accuracy estimate available here.
 LB1310
 LB1310.Click photographs - Photos may exist for this station.
 LB1310
 LB1310.The dynamic height is computed by dividing the NAVD 88
 LB1310.geopotential number by the normal gravity value computed on the
 LB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1310.degrees latitude (g = 980.6199 gals.).
 LB1310
 LB1310.The modeled gravity was interpolated from observed gravity values.
 LB1310
 LB1310;                    North         East    Units  Estimated Accuracy
 LB1310;SPC IN W     -   628,742.4     882,124.4     MT  (+/- 3 meters HH1 GPS) 
 LB1310
 LB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7511328965(NAD 83)
 LB1310
 LB1310                          SUPERSEDED SURVEY CONTROL
 LB1310
 LB1310  NGVD 29 (??/??/92)  201.672  (m)          661.65   (f) ADJ UNCH    2 0
 LB1310
 LB1310.Superseded values are not recommended for survey control.
 LB1310
 LB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1310.See file dsdata.pdf to determine how the superseded data were derived.
 LB1310
 LB1310_MARKER: DB = BENCH MARK DISK
 LB1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1310_STAMPING: S 106 1946
 LB1310_MARK LOGO: CGS
 LB1310_PROJECTION: PROJECTING 10 CENTIMETERS
 LB1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1310+STABILITY: SURFACE MOTION
 LB1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1310+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2018
 LB1310
 LB1310  HISTORY     - Date     Condition        Report By
 LB1310  HISTORY     - 1946     MONUMENTED       CGS
 LB1310  HISTORY     - 20061219 GOOD             BFSINC
 LB1310  HISTORY     - 20080921 GOOD             GEOCAC
 LB1310  HISTORY     - 20180313 GOOD             IN-089
 LB1310
 LB1310                          STATION DESCRIPTION
 LB1310
 LB1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1310'3 MI S FROM MT AYR.
 LB1310'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1310'BUILDING AT MT. AYR, AT A SHARP TURN IN THE HIGHWAY AND THE
 LB1310'JUNCTION WITH A ROAD LEADING EAST, ON THE SOUTH SIDE OF THE T
 LB1310'JUNCTION, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 LB1310'EAST, 51 FEET SOUTH AND ACROSS THE GRAVEL ROAD FROM A
 LB1310'RIGHT-OF-WAY FENCE CORNER AND IN LINE WITH THE EAST HIGHWAY
 LB1310'RIGHT-OF-WAY FENCE, 43.5 FEET EAST OF POWER POLE NUMBER 715-031,
 LB1310'1 FOOT NORTH OF A WIRE FENCE LINE AND SET IN THE TOP OF A CONCRETE
 LB1310'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1310'JUNCTION.
 LB1310
 LB1310                          STATION RECOVERY (2006)
 LB1310
 LB1310'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1310'RECOVERED IN GOOD CONDITION.
 LB1310
 LB1310                          STATION RECOVERY (2008)
 LB1310
 LB1310'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1310'RECOVERED IN GOOD CONDITION.
 LB1310
 LB1310                          STATION RECOVERY (2018)
 LB1310
 LB1310'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 LB1310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1086 ***********************************************************************
 LB1086  FBN         -  This is a Federal Base Network Control Station.
 LB1086  DESIGNATION -  S 107
 LB1086  PID         -  LB1086
 LB1086  STATE/COUNTY-  IN/WHITE
 LB1086  COUNTRY     -  US
 LB1086  USGS QUAD   -  MONON (2019)
 LB1086
 LB1086                         *CURRENT SURVEY CONTROL
 LB1086  ______________________________________________________________________
 LB1086* NAD 83(2011) POSITION- 40 52 03.42899(N) 086 57 06.92270(W)   ADJUSTED
 LB1086* NAD 83(2011) ELLIP HT-   173.487 (meters)        (06/27/12)   ADJUSTED
 LB1086* NAD 83(2011) EPOCH   -  2010.00
 LB1086* NAVD 88 ORTHO HEIGHT -   207.118 (meters)      679.52  (feet) ADJUSTED
 LB1086  ______________________________________________________________________
 LB1086  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 LB1086  NAD 83(2011) X  -    256,848.727 (meters)                     COMP
 LB1086  NAD 83(2011) Y  - -4,823,520.609 (meters)                     COMP
 LB1086  NAD 83(2011) Z  -  4,151,430.417 (meters)                     COMP
 LB1086  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB1086  DYNAMIC HEIGHT  -        207.025 (meters)      679.21  (feet) COMP
 LB1086  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 LB1086
 LB1086  VERT ORDER      -  SECOND    CLASS 0
 LB1086
 LB1086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1086  Standards:
 LB1086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1086  -------------------------------------------------------------------
 LB1086  NETWORK    0.40   0.82           0.19   0.12   0.42     -0.04543639
 LB1086  -------------------------------------------------------------------
 LB1086  Click here for local accuracies and other accuracy information.
 LB1086
 LB1086.The horizontal coordinates were established by GPS observations
 LB1086.and adjusted by the National Geodetic Survey in June 2012.
 LB1086
 LB1086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1086.been affixed to the stable North American tectonic plate. See 
 LB1086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1086
 LB1086.The horizontal coordinates are valid at the epoch date displayed above
 LB1086.which is a decimal equivalence of Year/Month/Day.
 LB1086
 LB1086.The orthometric height was determined by differential leveling and
 LB1086.adjusted by the NATIONAL GEODETIC SURVEY
 LB1086.in June 1991.
 LB1086
 LB1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1086.GEOID18 height accuracy estimate available here.
 LB1086
 LB1086.Click photographs - Photos may exist for this station.
 LB1086
 LB1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1086
 LB1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1086
 LB1086.The ellipsoidal height was determined by GPS observations
 LB1086.and is referenced to NAD 83.
 LB1086
 LB1086.The dynamic height is computed by dividing the NAVD 88
 LB1086.geopotential number by the normal gravity value computed on the
 LB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1086.degrees latitude (g = 980.6199 gals.).
 LB1086
 LB1086.The modeled gravity was interpolated from observed gravity values.
 LB1086
 LB1086. The following values were computed from the NAD 83(2011) position.
 LB1086
 LB1086;                    North         East     Units Scale Factor Converg.
 LB1086;SPC IN W     -   623,865.759   911,077.959   MT  0.99996818   +0 05 09.5
 LB1086;SPC IN W     - 2,046,799.58  2,989,094.94   sFT  0.99996818   +0 05 09.5
 LB1086;UTM  16      - 4,524,062.815   504,051.431   MT  0.99960020   +0 01 53.2
 LB1086
 LB1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1086!SPC IN W     -   0.99997279  x   0.99996818  =   0.99994097
 LB1086!UTM  16      -   0.99997279  x   0.99960020  =   0.99957300
 LB1086
 LB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0405124062(NAD 83)
 LB1086
 LB1086                          SUPERSEDED SURVEY CONTROL
 LB1086
 LB1086  NAD 83(2007)-  40 52 03.42914(N)    086 57 06.92382(W) AD(2002.00) 0
 LB1086  ELLIP H (02/10/07)  173.512  (m)                       GP(2002.00)    
 LB1086  NAD 83(1997)-  40 52 03.42915(N)    086 57 06.92375(W) AD(       ) B
 LB1086  ELLIP H (04/10/98)  173.505  (m)                       GP(       ) 4 1
 LB1086  NAVD 88             207.12   (m)          679.5    (f) LEVELING    3  
 LB1086  NAVD 88 (04/10/98)  207.2    (m)  GEOID96  model used  GPS OBS        
 LB1086  NGVD 29 (??/??/92)  207.209  (m)          679.82   (f) ADJ UNCH    2 0
 LB1086
 LB1086.Superseded values are not recommended for survey control.
 LB1086
 LB1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1086.See file dsdata.pdf to determine how the superseded data were derived.
 LB1086
 LB1086_MARKER: DB = BENCH MARK DISK
 LB1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1086_STAMPING: S 107 1946
 LB1086_MARK LOGO: CGS
 LB1086_PROJECTION: PROJECTING 4 CENTIMETERS
 LB1086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1086+STABILITY: SURFACE MOTION
 LB1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1086+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2015
 LB1086
 LB1086  HISTORY     - Date     Condition        Report By
 LB1086  HISTORY     - 1946     MONUMENTED       CGS
 LB1086  HISTORY     - 19970519 GOOD             NGS
 LB1086  HISTORY     - 19980724 GOOD             WOOLPT
 LB1086  HISTORY     - 20030624 GOOD             INDOT
 LB1086  HISTORY     - 20080220 GOOD             ACCU
 LB1086  HISTORY     - 20080421 GOOD             FARNGP
 LB1086  HISTORY     - 20090519 GOOD             WOOLPT
 LB1086  HISTORY     - 20110706 GOOD             INDIV
 LB1086  HISTORY     - 20150915 GOOD             INDOT
 LB1086
 LB1086                          STATION DESCRIPTION
 LB1086
 LB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1086'3.8 MI W FROM MONON.
 LB1086'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1086'BUILDING AT MONON, 0.2 MILE WEST OF A PROMINENT NORTH-SOUTH
 LB1086'FENCE LINE, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14
 LB1086'FEET NORTH OF A LONE HICKORY TREE ON THE NORTH HIGHWAY
 LB1086'RIGHT-OF-WAY, 51 FEET SOUTHEAST OF THE WELL TUBEING OF A
 LB1086'WINDMILL, 6.8 FEET WEST OF THE WEST GATE POST AT A GATE IN THE
 LB1086'NORTH RIGHT-OF-WAY FENCE, 28.8 FEET EAST OF A HIGHWAY
 LB1086'RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF THE FENCE LINE, SET IN THE
 LB1086'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 1 FOOT ABOVE
 LB1086'THE LEVEL OF THE HIGHWAY.
 LB1086
 LB1086                          STATION RECOVERY (1997)
 LB1086
 LB1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB1086'THE STATION IS LOCATED ABOUT 6.15 KM (3.80 MI) WEST OF MONON, ALONG
 LB1086'THE NORTH SIDE OF STATE HIGHWAY 16, SOUTH-SOUTHEAST OF A WINDMILL,
 LB1086'JUST WEST OF A FIELD ENTRANCE AND GATE AND JUST SOUTH OF A
 LB1086'RIGHT-OF-WAY FENCE AND WITNESS POST.  OWNERSHIP--STATE OF INDIANA. TO
 LB1086'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 LB1086'HIGHWAY 16 NEAR THE CENTER OF MONON, GO WEST FOR 1.75 KM (1.10 MI) ON
 LB1086'HIGHWAY 16 TO A RAILROAD CROSSING.  CONTINUE WEST FOR 4.4 KM (2.75 MI)
 LB1086'ON HIGHWAY 16 TO A FIELD ENTRANCE ON THE RIGHT AT A WINDMILL AND THE
 LB1086'STATION, JUST WEST OF THE FIELD ENTRANCE.  STATION IS 11.7 M (38.4 FT)
 LB1086'NORTH OF THE HIGHWAY 16 CENTERLINE, 7.7 M (25.3 FT) EAST OF A CONCRETE
 LB1086'STATE RIGHT-OF-WAY MARKER ABOUT 2-FOOT HIGH, 5.0 M (16.4 FT) WEST OF A
 LB1086'FIELD ENTRANCE CENTER WITH GATE, 2.3 M (7.5 FT) WEST OF THE WEST GATE
 LB1086'POST, 0.2 M (0.7 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.1 M (0.3 FT)
 LB1086'SOUTH OF A RIGHT-OF-WAY FENCE, ABOUT 0.2 M (0.7 FT) ABOVE THE HIGHWAY
 LB1086'16 LEVEL AND PROJECTING ABOUT 4 CM ABOVE GROUND.
 LB1086
 LB1086                          STATION RECOVERY (1998)
 LB1086
 LB1086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB1086'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS).
 LB1086
 LB1086                          STATION RECOVERY (2003)
 LB1086
 LB1086'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (JRK)
 LB1086'RECOVERED AS DESCRIBED.
 LB1086
 LB1086                          STATION RECOVERY (2008)
 LB1086
 LB1086'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1086'RECOVERED IN GOOD CONDITION.
 LB1086
 LB1086                          STATION RECOVERY (2008)
 LB1086
 LB1086'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1086'SATELLITE OBERVATION ON APRIL 30 2008
 LB1086
 LB1086                          STATION RECOVERY (2009)
 LB1086
 LB1086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 LB1086'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB1086
 LB1086                          STATION RECOVERY (2011)
 LB1086
 LB1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB1086'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB1086
 LB1086                          STATION RECOVERY (2015)
 LB1086
 LB1086'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1359 ***********************************************************************
 LB1359  DESIGNATION -  S 108
 LB1359  PID         -  LB1359
 LB1359  STATE/COUNTY-  IN/JASPER
 LB1359  COUNTRY     -  US
 LB1359  USGS QUAD   -  RENSSELAER (2019)
 LB1359
 LB1359                         *CURRENT SURVEY CONTROL
 LB1359  ______________________________________________________________________
 LB1359* NAD 83(1986) POSITION- 40 59 00.     (N) 087 09 03.     (W)   SCALED
 LB1359* NAVD 88 ORTHO HEIGHT -   210.651 (meters)      691.11  (feet) ADJUSTED
 LB1359  ______________________________________________________________________
 LB1359  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 LB1359  DYNAMIC HEIGHT  -        210.560 (meters)      690.81  (feet) COMP
 LB1359  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 LB1359
 LB1359  VERT ORDER      -  SECOND    CLASS 0
 LB1359
 LB1359.The horizontal coordinates were scaled from a map and have
 LB1359.an estimated accuracy of +/- 6 seconds.
 LB1359
 LB1359.The orthometric height was determined by differential leveling and
 LB1359.adjusted by the NATIONAL GEODETIC SURVEY
 LB1359.in June 1991.
 LB1359
 LB1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1359.GEOID18 height accuracy estimate available here.
 LB1359
 LB1359.Click photographs - Photos may exist for this station.
 LB1359
 LB1359.The dynamic height is computed by dividing the NAVD 88
 LB1359.geopotential number by the normal gravity value computed on the
 LB1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1359.degrees latitude (g = 980.6199 gals.).
 LB1359
 LB1359.The modeled gravity was interpolated from observed gravity values.
 LB1359
 LB1359;                    North         East    Units  Estimated Accuracy
 LB1359;SPC IN W     -   636,710.      894,320.      MT  (+/- 180 meters Scaled)
 LB1359
 LB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873369(NAD 83)
 LB1359
 LB1359                          SUPERSEDED SURVEY CONTROL
 LB1359
 LB1359  NGVD 29 (??/??/92)  210.738  (m)          691.40   (f) ADJ UNCH    2 0
 LB1359
 LB1359.Superseded values are not recommended for survey control.
 LB1359
 LB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1359.See file dsdata.pdf to determine how the superseded data were derived.
 LB1359
 LB1359_MARKER: DB = BENCH MARK DISK
 LB1359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1359_SP_SET: CULVERT HEADWALL
 LB1359_STAMPING: S 108 1946
 LB1359_MARK LOGO: CGS
 LB1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1359+STABILITY: SURFACE MOTION
 LB1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1359+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1359
 LB1359  HISTORY     - Date     Condition        Report By
 LB1359  HISTORY     - 1946     MONUMENTED       CGS
 LB1359  HISTORY     - 20120327 GOOD             IN-073
 LB1359
 LB1359                          STATION DESCRIPTION
 LB1359
 LB1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1359'3.3 MI N FROM RENSSELAER.
 LB1359'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1359'HOUSE AT RENSSELAER, 0.1 MILE SOUTH OF A CROSS ROAD, SET IN
 LB1359'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 LB1359'20-INCH PIPE CULVERT, 20 FEET EAST OF THE CENTER LINE OF THE
 LB1359'HIGHWAY AND ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.
 LB1359
 LB1359                          STATION RECOVERY (2012)
 LB1359
 LB1359'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1448 ***********************************************************************
 LB1448  DESIGNATION -  S 109
 LB1448  PID         -  LB1448
 LB1448  STATE/COUNTY-  IN/NEWTON
 LB1448  COUNTRY     -  US
 LB1448  USGS QUAD   -  GOODLAND (2019)
 LB1448
 LB1448                         *CURRENT SURVEY CONTROL
 LB1448  ______________________________________________________________________
 LB1448* NAD 83(1986) POSITION- 40 45 53.     (N) 087 18 20.     (W)   SCALED
 LB1448* NAVD 88 ORTHO HEIGHT -   218.317 (meters)      716.26  (feet) ADJUSTED
 LB1448  ______________________________________________________________________
 LB1448  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 LB1448  DYNAMIC HEIGHT  -        218.218 (meters)      715.94  (feet) COMP
 LB1448  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 LB1448
 LB1448  VERT ORDER      -  SECOND    CLASS 0
 LB1448
 LB1448.The horizontal coordinates were scaled from a map and have
 LB1448.an estimated accuracy of +/- 6 seconds.
 LB1448
 LB1448.The orthometric height was determined by differential leveling and
 LB1448.adjusted by the NATIONAL GEODETIC SURVEY
 LB1448.in June 1991.
 LB1448
 LB1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1448.GEOID18 height accuracy estimate available here.
 LB1448
 LB1448.Click photographs - Photos may exist for this station.
 LB1448
 LB1448.The dynamic height is computed by dividing the NAVD 88
 LB1448.geopotential number by the normal gravity value computed on the
 LB1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1448.degrees latitude (g = 980.6199 gals.).
 LB1448
 LB1448.The modeled gravity was interpolated from observed gravity values.
 LB1448
 LB1448;                    North         East    Units  Estimated Accuracy
 LB1448;SPC IN W     -   612,460.      881,240.      MT  (+/- 180 meters Scaled)
 LB1448
 LB1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742126(NAD 83)
 LB1448
 LB1448                          SUPERSEDED SURVEY CONTROL
 LB1448
 LB1448  NGVD 29 (??/??/92)  218.381  (m)          716.47   (f) ADJ UNCH    2 0
 LB1448
 LB1448.Superseded values are not recommended for survey control.
 LB1448
 LB1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1448.See file dsdata.pdf to determine how the superseded data were derived.
 LB1448
 LB1448_MARKER: DB = BENCH MARK DISK
 LB1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1448_STAMPING: S 109 1946
 LB1448_MARK LOGO: CGS
 LB1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1448+STABILITY: SURFACE MOTION
 LB1448
 LB1448  HISTORY     - Date     Condition        Report By
 LB1448  HISTORY     - 1946     MONUMENTED       CGS
 LB1448  HISTORY     - 20080921 GOOD             GEOCAC
 LB1448
 LB1448                          STATION DESCRIPTION
 LB1448
 LB1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1448'0.6 MI W FROM GOODLAND.
 LB1448'ABOUT 0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1448'STATION AT GOODLAND, AT A PAVED ROAD CROSSING, 43.7 FEET NORTH
 LB1448'OF THE NORTH RAIL OF THE TRACK, 51 FEET EAST OF THE CENTER LINE
 LB1448'OF THE PAVED ROAD, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 LB1448'LINE, 23.6 FEET EAST OF A FENCE CORNER, 30.5 FEET EAST OF A
 LB1448'3-FOOT MAPLE TREE NEAR THE FENCE CORNER, AND ABOUT 1 FOOT BELOW
 LB1448'TRACK LEVEL.  A STANDARD DISK, STAMPED S 109 1946 AND SET IN
 LB1448'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LB1448
 LB1448                          STATION RECOVERY (2008)
 LB1448
 LB1448'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1274 ***********************************************************************
 JA1274  DESIGNATION -  S 11
 JA1274  PID         -  JA1274
 JA1274  STATE/COUNTY-  IN/KNOX
 JA1274  COUNTRY     -  US
 JA1274  USGS QUAD   -  VINCENNES (2019)
 JA1274
 JA1274                         *CURRENT SURVEY CONTROL
 JA1274  ______________________________________________________________________
 JA1274* NAD 83(1986) POSITION- 38 41 15.01   (N) 087 30 05.81   (W)   HD_HELD1
 JA1274* NAVD 88 ORTHO HEIGHT -   131.574 (meters)      431.67  (feet) ADJUSTED
 JA1274  ______________________________________________________________________
 JA1274  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 JA1274  DYNAMIC HEIGHT  -        131.493 (meters)      431.41  (feet) COMP
 JA1274  MODELED GRAVITY -    980,009.2   (mgal)                       NAVD 88
 JA1274
 JA1274  VERT ORDER      -  FIRST     CLASS II
 JA1274
 JA1274.The horizontal coordinates were determined by differentially corrected
 JA1274.hand held GPS observations or other comparable positioning techniques
 JA1274.and have an estimated accuracy of +/- 3 meters.
 JA1274
 JA1274.The orthometric height was determined by differential leveling and
 JA1274.adjusted by the NATIONAL GEODETIC SURVEY
 JA1274.in June 1991.
 JA1274
 JA1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1274.GEOID18 height accuracy estimate available here.
 JA1274
 JA1274.Click photographs - Photos may exist for this station.
 JA1274
 JA1274.The dynamic height is computed by dividing the NAVD 88
 JA1274.geopotential number by the normal gravity value computed on the
 JA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1274.degrees latitude (g = 980.6199 gals.).
 JA1274
 JA1274.The modeled gravity was interpolated from observed gravity values.
 JA1274
 JA1274;                    North         East    Units  Estimated Accuracy
 JA1274;SPC IN W     -   381,889.4     863,608.2     MT  (+/- 3 meters HH1 GPS) 
 JA1274
 JA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5637382218(NAD 83)
 JA1274
 JA1274                          SUPERSEDED SURVEY CONTROL
 JA1274
 JA1274  NGVD 29 (??/??/92)  131.697  (m)          432.08   (f) ADJ UNCH    1 2
 JA1274
 JA1274.Superseded values are not recommended for survey control.
 JA1274
 JA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1274.See file dsdata.pdf to determine how the superseded data were derived.
 JA1274
 JA1274_MARKER: DB = BENCH MARK DISK
 JA1274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1274_SP_SET: HEADWALL
 JA1274_STAMPING: S 11 1930 432.037
 JA1274_MARK LOGO: CGS
 JA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1274+STABILITY: SURFACE MOTION
 JA1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1274+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 JA1274
 JA1274  HISTORY     - Date     Condition        Report By
 JA1274  HISTORY     - 1930     MONUMENTED       CGS
 JA1274  HISTORY     - 1965     GOOD             CGS
 JA1274  HISTORY     - 1986     GOOD             NGS
 JA1274  HISTORY     - 20050328 GOOD             INDIV
 JA1274
 JA1274                          STATION DESCRIPTION
 JA1274
 JA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1274'1 MI E FROM VINCENNES.
 JA1274'ABOUT 0.95 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA1274'THE STATION AT VINCENNES, 50 FEET EAST OF THE CENTER OF A
 JA1274'CROSSING OF THE RAILROAD AND NIBLACK BOULEVARD, 7 FEET SOUTH OF
 JA1274'THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST END
 JA1274'OF THE SOUTH CONCRETE HEADWALL OF A 2-CHANNEL CONCRETE CULVERT,
 JA1274'30 FEET SOUTHEAST AND ACROSS TRACK FROM SEMAPHORE NUMBER 187-5,
 JA1274'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 JA1274
 JA1274                          STATION RECOVERY (1986)
 JA1274
 JA1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1274'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA1274'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA1274'DELETE--THE NUMBER 187-5 OF THE SEMAPHORE.  ADD--ACCESS TO THE MARK IS
 JA1274'HAD THROUGH A 6 1/2 INCH CAST IRON SCREW LID AND THE MARK IS 16 INCHES
 JA1274'BELOW THE LID.
 JA1274
 JA1274                          STATION RECOVERY (2005)
 JA1274
 JA1274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0702 ***********************************************************************
 ME0702  DESIGNATION -  S 110
 ME0702  PID         -  ME0702
 ME0702  STATE/COUNTY-  IN/PULASKI
 ME0702  COUNTRY     -  US
 ME0702  USGS QUAD   -  MEDARYVILLE (2019)
 ME0702
 ME0702                         *CURRENT SURVEY CONTROL
 ME0702  ______________________________________________________________________
 ME0702* NAD 83(1986) POSITION- 41 04 27.     (N) 086 53 09.     (W)   SCALED
 ME0702* NAVD 88 ORTHO HEIGHT -   209.164 (meters)      686.23  (feet) ADJUSTED
 ME0702  ______________________________________________________________________
 ME0702  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 ME0702  DYNAMIC HEIGHT  -        209.073 (meters)      685.93  (feet) COMP
 ME0702  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 ME0702
 ME0702  VERT ORDER      -  SECOND    CLASS 0
 ME0702
 ME0702.The horizontal coordinates were scaled from a map and have
 ME0702.an estimated accuracy of +/- 6 seconds.
 ME0702
 ME0702.The orthometric height was determined by differential leveling and
 ME0702.adjusted by the NATIONAL GEODETIC SURVEY
 ME0702.in June 1991.
 ME0702
 ME0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0702.GEOID18 height accuracy estimate available here.
 ME0702
 ME0702.Click photographs - Photos may exist for this station.
 ME0702
 ME0702.The dynamic height is computed by dividing the NAVD 88
 ME0702.geopotential number by the normal gravity value computed on the
 ME0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0702.degrees latitude (g = 980.6199 gals.).
 ME0702
 ME0702.The modeled gravity was interpolated from observed gravity values.
 ME0702
 ME0702;                    North         East    Units  Estimated Accuracy
 ME0702;SPC IN W     -   646,810.      916,600.      MT  (+/- 180 meters Scaled)
 ME0702
 ME0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL095469(NAD 83)
 ME0702
 ME0702                          SUPERSEDED SURVEY CONTROL
 ME0702
 ME0702  NGVD 29 (??/??/92)  209.264  (m)          686.56   (f) ADJ UNCH    2 0
 ME0702
 ME0702.Superseded values are not recommended for survey control.
 ME0702
 ME0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0702.See file dsdata.pdf to determine how the superseded data were derived.
 ME0702
 ME0702_MARKER: DB = BENCH MARK DISK
 ME0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0702_STAMPING: S 110 1946
 ME0702_MARK LOGO: CGS
 ME0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0702+STABILITY: SURFACE MOTION
 ME0702
 ME0702  HISTORY     - Date     Condition        Report By
 ME0702  HISTORY     - 1946     MONUMENTED       CGS
 ME0702
 ME0702                          STATION DESCRIPTION
 ME0702
 ME0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0702'0.4 MI S FROM MEDARYVILLE.
 ME0702'0.4 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 ME0702'RAILWAY FROM THE STATION AT MEDARYVILLE, AT THE SOUTHWEST
 ME0702'CORNER OF A RUBISH DUMP GROUND, ABOUT 200 YARDS WEST OF A WINDMILL,
 ME0702'45.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 2 FEET WEST OF A
 ME0702'T FENCE CORNER AND IN LINE WITH THE EAST-WEST FENCE LINE, ABOUT
 ME0702'2 FEET LOWER THAN TRACK LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0702'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0904 ***********************************************************************
 LB0904  DESIGNATION -  S 111
 LB0904  PID         -  LB0904
 LB0904  STATE/COUNTY-  IN/MONTGOMERY
 LB0904  COUNTRY     -  US
 LB0904  USGS QUAD   -  DARLINGTON (2019)
 LB0904
 LB0904                         *CURRENT SURVEY CONTROL
 LB0904  ______________________________________________________________________
 LB0904* NAD 83(1986) POSITION- 40 02 48.     (N) 086 47 24.     (W)   SCALED
 LB0904* NAVD 88 ORTHO HEIGHT -   247.300 (meters)      811.35  (feet) ADJUSTED
 LB0904  ______________________________________________________________________
 LB0904  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 LB0904  DYNAMIC HEIGHT  -        247.167 (meters)      810.91  (feet) COMP
 LB0904  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LB0904
 LB0904  VERT ORDER      -  SECOND    CLASS 0
 LB0904
 LB0904.The horizontal coordinates were scaled from a map and have
 LB0904.an estimated accuracy of +/- 6 seconds.
 LB0904
 LB0904.The orthometric height was determined by differential leveling and
 LB0904.adjusted by the NATIONAL GEODETIC SURVEY
 LB0904.in June 1991.
 LB0904
 LB0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0904.GEOID18 height accuracy estimate available here.
 LB0904
 LB0904.Click photographs - Photos may exist for this station.
 LB0904
 LB0904.The dynamic height is computed by dividing the NAVD 88
 LB0904.geopotential number by the normal gravity value computed on the
 LB0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0904.degrees latitude (g = 980.6199 gals.).
 LB0904
 LB0904.The modeled gravity was interpolated from observed gravity values.
 LB0904
 LB0904;                    North         East    Units  Estimated Accuracy
 LB0904;SPC IN W     -   532,740.      925,030.      MT  (+/- 180 meters Scaled)
 LB0904
 LB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK179329(NAD 83)
 LB0904
 LB0904                          SUPERSEDED SURVEY CONTROL
 LB0904
 LB0904  NGVD 29 (??/??/92)  247.402  (m)          811.68   (f) ADJ UNCH    2 0
 LB0904
 LB0904.Superseded values are not recommended for survey control.
 LB0904
 LB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0904.See file dsdata.pdf to determine how the superseded data were derived.
 LB0904
 LB0904_MARKER: DB = BENCH MARK DISK
 LB0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0904_STAMPING: S 111 1946
 LB0904_MARK LOGO: CGS
 LB0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0904+STABILITY: SURFACE MOTION
 LB0904
 LB0904  HISTORY     - Date     Condition        Report By
 LB0904  HISTORY     - 1946     MONUMENTED       CGS
 LB0904
 LB0904                          STATION DESCRIPTION
 LB0904
 LB0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0904'2 MI E FROM SMARTSBURG.
 LB0904'ALONG STATE HIGHWAY 32 ABOUT 2.05 MILES EAST OF THE SCHOOL
 LB0904'BUILDING AT SMARTSBURG, AT A NORTH-SOUTH CROSS ROAD, IN THE
 LB0904'NORTHWEST QUARTER OF THE INTERSECTION, 53 FEET NORTH OF THE
 LB0904'CENTER LINE OF THE HIGHWAY, 52 FEET WEST OF THE CENTER LINE
 LB0904'OF THE CROSS ROAD, 1.8 FOOT SOUTH OF A WHITE WOODEN WITNESS
 LB0904'POST AND ABOUT 1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A
 LB0904'STANDARD DISK, STAMPED S 111 1946 AND SET IN THE TOP OF A
 LB0904'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0618 ***********************************************************************
 LB0618  DESIGNATION -  S 112
 LB0618  PID         -  LB0618
 LB0618  STATE/COUNTY-  IN/BOONE
 LB0618  COUNTRY     -  US
 LB0618  USGS QUAD   -  LEBANON (2019)
 LB0618
 LB0618                         *CURRENT SURVEY CONTROL
 LB0618  ______________________________________________________________________
 LB0618* NAD 83(1986) POSITION- 40 02 22.3    (N) 086 27 08.7    (W)   HD_HELD2
 LB0618* NAVD 88 ORTHO HEIGHT -   288.856 (meters)      947.69  (feet) ADJUSTED
 LB0618  ______________________________________________________________________
 LB0618  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 LB0618  DYNAMIC HEIGHT  -        288.696 (meters)      947.16  (feet) COMP
 LB0618  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 LB0618
 LB0618  VERT ORDER      -  SECOND    CLASS 0
 LB0618
 LB0618.The horizontal coordinates were established by autonomous hand held GPS
 LB0618.observations and have an estimated accuracy of +/- 10 meters.
 LB0618
 LB0618.The orthometric height was determined by differential leveling and
 LB0618.adjusted by the NATIONAL GEODETIC SURVEY
 LB0618.in June 1991.
 LB0618
 LB0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0618.GEOID18 height accuracy estimate available here.
 LB0618
 LB0618.Click photographs - Photos may exist for this station.
 LB0618
 LB0618.The dynamic height is computed by dividing the NAVD 88
 LB0618.geopotential number by the normal gravity value computed on the
 LB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0618.degrees latitude (g = 980.6199 gals.).
 LB0618
 LB0618.The modeled gravity was interpolated from observed gravity values.
 LB0618
 LB0618;                    North         East    Units  Estimated Accuracy
 LB0618;SPC IN W     -   532,097.      953,844.      MT  (+/- 10 meters HH2 GPS)
 LB0618
 LB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4671432288(NAD 83)
 LB0618
 LB0618                          SUPERSEDED SURVEY CONTROL
 LB0618
 LB0618  NGVD 29 (??/??/92)  288.958  (m)          948.02   (f) ADJ UNCH    2 0
 LB0618
 LB0618.Superseded values are not recommended for survey control.
 LB0618
 LB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0618.See file dsdata.pdf to determine how the superseded data were derived.
 LB0618
 LB0618_MARKER: DB = BENCH MARK DISK
 LB0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0618_SP_SET: BUILDING
 LB0618_STAMPING: S 112 1946
 LB0618_MARK LOGO: CGS
 LB0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0618
 LB0618  HISTORY     - Date     Condition        Report By
 LB0618  HISTORY     - 1946     MONUMENTED       CGS
 LB0618  HISTORY     - 1978     GOOD             LOCSUR
 LB0618
 LB0618                          STATION DESCRIPTION
 LB0618
 LB0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0618'1.2 MI E FROM LEBANON.
 LB0618'ALONG STATE HIGHWAY 32 ABOUT 1.2 MILE EAST OF THE COUNTY COURT
 LB0618'HOUSE AT LEBANON, AT LINDBURGH SCHOOL, SET VERTICALLY IN THE
 LB0618'SOUTH FACE OF THE BUILDING ABOUT MIDWAY BETWEEN THE FIRST AND
 LB0618'SECOND BASEMENT WINDOWS WEST OF THE SOUTHEAST CORNER, 14 FEET
 LB0618'WEST OF THE SOUTHEAST CORNER AND 3.5 FEET ABOVE THE GROUND.
 LB0618'A STANDARD DISK, STAMPED S 112 1946.
 LB0618
 LB0618                          STATION RECOVERY (1978)
 LB0618
 LB0618'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0859 ***********************************************************************
 LB0859  DESIGNATION -  S 113
 LB0859  PID         -  LB0859
 LB0859  STATE/COUNTY-  IN/BOONE
 LB0859  COUNTRY     -  US
 LB0859  USGS QUAD   -  THORNTOWN (2019)
 LB0859
 LB0859                         *CURRENT SURVEY CONTROL
 LB0859  ______________________________________________________________________
 LB0859* NAD 83(1986) POSITION- 40 07 36.     (N) 086 31 55.     (W)   SCALED
 LB0859* NAVD 88 ORTHO HEIGHT -   266.538 (meters)      874.47  (feet) ADJUSTED
 LB0859  ______________________________________________________________________
 LB0859  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 LB0859  DYNAMIC HEIGHT  -        266.393 (meters)      873.99  (feet) COMP
 LB0859  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 LB0859
 LB0859  VERT ORDER      -  SECOND    CLASS 0
 LB0859
 LB0859.The horizontal coordinates were scaled from a map and have
 LB0859.an estimated accuracy of +/- 6 seconds.
 LB0859
 LB0859.The orthometric height was determined by differential leveling and
 LB0859.adjusted by the NATIONAL GEODETIC SURVEY
 LB0859.in June 1991.
 LB0859
 LB0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0859.GEOID18 height accuracy estimate available here.
 LB0859
 LB0859.Click photographs - Photos may exist for this station.
 LB0859
 LB0859.The dynamic height is computed by dividing the NAVD 88
 LB0859.geopotential number by the normal gravity value computed on the
 LB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0859.degrees latitude (g = 980.6199 gals.).
 LB0859
 LB0859.The modeled gravity was interpolated from observed gravity values.
 LB0859
 LB0859;                    North         East    Units  Estimated Accuracy
 LB0859;SPC IN W     -   541,730.      947,000.      MT  (+/- 180 meters Scaled)
 LB0859
 LB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398419(NAD 83)
 LB0859
 LB0859                          SUPERSEDED SURVEY CONTROL
 LB0859
 LB0859  NGVD 29 (??/??/92)  266.636  (m)          874.79   (f) ADJ UNCH    2 0
 LB0859
 LB0859.Superseded values are not recommended for survey control.
 LB0859
 LB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0859.See file dsdata.pdf to determine how the superseded data were derived.
 LB0859
 LB0859_MARKER: DD = SURVEY DISK
 LB0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0859_SP_SET: BRIDGE WINGWALL
 LB0859_STAMPING: S 113 1946
 LB0859_MARK LOGO: INHD
 LB0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0859
 LB0859  HISTORY     - Date     Condition        Report By
 LB0859  HISTORY     - 1946     MONUMENTED       INHD
 LB0859  HISTORY     - 1946     GOOD             CGS
 LB0859  HISTORY     - 1977     GOOD             LOCENG
 LB0859
 LB0859                          STATION DESCRIPTION
 LB0859
 LB0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0859'4 MI E FROM THORNTOWN.
 LB0859'ALONG STATE HIGHWAY 47 ABOUT 3.95 MILES EAST OF THE MUNICIPAL
 LB0859'BUILDING AT THORNTOWN, 0.1 MILE EAST OF THE INTERSECTION WITH A
 LB0859'NORTH-SOUTH ROAD, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LB0859'CONCRETE BRIDGE OVER SPRING CREEK, ABOUT 17 FEET NORTH OF THE
 LB0859'CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE
 LB0859'BRIDGE FLOOR.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD
 LB0859'DISK, STAMPED S 113 1946.
 LB0859
 LB0859                          STATION RECOVERY (1977)
 LB0859
 LB0859'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0432 ***********************************************************************
 LB0432  DESIGNATION -  S 114
 LB0432  PID         -  LB0432
 LB0432  STATE/COUNTY-  IN/HOWARD
 LB0432  COUNTRY     -  US
 LB0432  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0432
 LB0432                         *CURRENT SURVEY CONTROL
 LB0432  ______________________________________________________________________
 LB0432* NAD 83(1986) POSITION- 40 25 15.     (N) 086 15 25.     (W)   SCALED
 LB0432* NAVD 88 ORTHO HEIGHT -   257.407 (meters)      844.51  (feet) ADJUSTED
 LB0432  ______________________________________________________________________
 LB0432  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 LB0432  DYNAMIC HEIGHT  -        257.272 (meters)      844.07  (feet) COMP
 LB0432  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 LB0432
 LB0432  VERT ORDER      -  SECOND    CLASS 0
 LB0432
 LB0432.The horizontal coordinates were scaled from a map and have
 LB0432.an estimated accuracy of +/- 6 seconds.
 LB0432
 LB0432.The orthometric height was determined by differential leveling and
 LB0432.adjusted by the NATIONAL GEODETIC SURVEY
 LB0432.in June 1991.
 LB0432
 LB0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0432.GEOID18 height accuracy estimate available here.
 LB0432
 LB0432.Click photographs - Photos may exist for this station.
 LB0432
 LB0432.The dynamic height is computed by dividing the NAVD 88
 LB0432.geopotential number by the normal gravity value computed on the
 LB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0432.degrees latitude (g = 980.6199 gals.).
 LB0432
 LB0432.The modeled gravity was interpolated from observed gravity values.
 LB0432
 LB0432;                    North         East    Units  Estimated Accuracy
 LB0432;SPC IN E     -   574,410.       49,910.      MT  (+/- 180 meters Scaled)
 LB0432
 LB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK630747(NAD 83)
 LB0432
 LB0432                          SUPERSEDED SURVEY CONTROL
 LB0432
 LB0432  NGVD 29 (??/??/92)  257.517  (m)          844.87   (f) ADJ UNCH    2 0
 LB0432
 LB0432.Superseded values are not recommended for survey control.
 LB0432
 LB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0432.See file dsdata.pdf to determine how the superseded data were derived.
 LB0432
 LB0432_MARKER: DB = BENCH MARK DISK
 LB0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0432_STAMPING: S 114 1946
 LB0432_MARK LOGO: CGS
 LB0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0432+STABILITY: SURFACE MOTION
 LB0432
 LB0432  HISTORY     - Date     Condition        Report By
 LB0432  HISTORY     - 1946     MONUMENTED       CGS
 LB0432
 LB0432                          STATION DESCRIPTION
 LB0432
 LB0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0432'0.8 MI NE FROM RUSSIAVILLE.
 LB0432'0.8 MILE NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0432'RAILROAD FROM THE STATION AT RUSSIAVILLE, HOWARD COUNTY, AT
 LB0432'MILEPOLE 189/21, AT A NORTH-AND-SOUTH GRAVEL-ROAD CROSSING, 48
 LB0432'FEET NORTHWEST OF THE NORTHWEST RAIL, 22 FEET EAST OF THE
 LB0432'CENTERLINE OF THE ROAD, 3.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 LB0432'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 LB0432'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 114 1946 AND
 LB0432'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0432'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0091 ***********************************************************************
 LB0091  DESIGNATION -  S 115
 LB0091  PID         -  LB0091
 LB0091  STATE/COUNTY-  IN/CARROLL
 LB0091  COUNTRY     -  US
 LB0091  USGS QUAD   -  DEER CREEK (2019)
 LB0091
 LB0091                         *CURRENT SURVEY CONTROL
 LB0091  ______________________________________________________________________
 LB0091* NAD 83(1986) POSITION- 40 36 19.     (N) 086 24 53.     (W)   SCALED
 LB0091* NAVD 88 ORTHO HEIGHT -   215.712 (meters)      707.72  (feet) ADJUSTED
 LB0091  ______________________________________________________________________
 LB0091  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 LB0091  DYNAMIC HEIGHT  -        215.605 (meters)      707.36  (feet) COMP
 LB0091  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 LB0091
 LB0091  VERT ORDER      -  SECOND    CLASS 0
 LB0091
 LB0091.The horizontal coordinates were scaled from a map and have
 LB0091.an estimated accuracy of +/- 6 seconds.
 LB0091
 LB0091.The orthometric height was determined by differential leveling and
 LB0091.adjusted by the NATIONAL GEODETIC SURVEY
 LB0091.in June 1991.
 LB0091
 LB0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0091.GEOID18 height accuracy estimate available here.
 LB0091
 LB0091.Click photographs - Photos may exist for this station.
 LB0091
 LB0091.The dynamic height is computed by dividing the NAVD 88
 LB0091.geopotential number by the normal gravity value computed on the
 LB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0091.degrees latitude (g = 980.6199 gals.).
 LB0091
 LB0091.The modeled gravity was interpolated from observed gravity values.
 LB0091
 LB0091;                    North         East    Units  Estimated Accuracy
 LB0091;SPC IN W     -   594,940.      956,590.      MT  (+/- 180 meters Scaled)
 LB0091
 LB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK495951(NAD 83)
 LB0091
 LB0091                          SUPERSEDED SURVEY CONTROL
 LB0091
 LB0091  NGVD 29 (??/??/92)  215.825  (m)          708.09   (f) ADJ UNCH    2 0
 LB0091
 LB0091.Superseded values are not recommended for survey control.
 LB0091
 LB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0091.See file dsdata.pdf to determine how the superseded data were derived.
 LB0091
 LB0091_MARKER: DB = BENCH MARK DISK
 LB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0091_STAMPING: S 115 1946
 LB0091_MARK LOGO: CGS
 LB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0091+STABILITY: SURFACE MOTION
 LB0091
 LB0091  HISTORY     - Date     Condition        Report By
 LB0091  HISTORY     - 1946     MONUMENTED       CGS
 LB0091
 LB0091                          STATION DESCRIPTION
 LB0091
 LB0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0091'1.3 MI W FROM DEER CREEK.
 LB0091'ABOUT 1.3 MILE WEST ALONG STATE HIGHWAY 218 FROM THE JUNCTION
 LB0091'WITH STATE HIGHWAY 29 AT DEER CREEK, AT THE JUNCTION WITH A SIDE
 LB0091'ROAD LEADING NORTH, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 LB0091'HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 19.5
 LB0091'FEET SOUTH OF THE SOUTHWEST CORNER OF THE JOHN GISH RESIDENCE,
 LB0091'2 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 LB0091'BELOW THE CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED
 LB0091'S 115 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0091'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0006 ***********************************************************************
 LB0006  DESIGNATION -  S 116 RESET
 LB0006  PID         -  LB0006
 LB0006  STATE/COUNTY-  IN/CARROLL
 LB0006  COUNTRY     -  US
 LB0006  USGS QUAD   -  DEER CREEK (2019)
 LB0006
 LB0006                         *CURRENT SURVEY CONTROL
 LB0006  ______________________________________________________________________
 LB0006* NAD 83(1986) POSITION- 40 33 23.     (N) 086 23 30.     (W)   SCALED
 LB0006* NAVD 88 ORTHO HEIGHT -   222.69  (meters)      730.6   (feet) RESET
 LB0006  ______________________________________________________________________
 LB0006  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LB0006  VERT ORDER      -  THIRD
 LB0006
 LB0006.The horizontal coordinates were scaled from a map and have
 LB0006.an estimated accuracy of +/- 6 seconds.
 LB0006
 LB0006.The orthometric height was computed from unverified reset data.
 LB0006
 LB0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0006.GEOID18 height accuracy estimate available here.
 LB0006
 LB0006.Click photographs - Photos may exist for this station.
 LB0006
 LB0006;                    North         East    Units  Estimated Accuracy
 LB0006;SPC IN W     -   589,530.      958,580.      MT  (+/- 180 meters Scaled)
 LB0006
 LB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515896(NAD 83)
 LB0006
 LB0006                          SUPERSEDED SURVEY CONTROL
 LB0006
 LB0006.No superseded survey control is available for this station.
 LB0006
 LB0006_MARKER: DB = BENCH MARK DISK
 LB0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0006_SP_SET: BRIDGE RAILING
 LB0006_STAMPING: S 116 RESET 1969
 LB0006_MARK LOGO: CGS
 LB0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0006
 LB0006  HISTORY     - Date     Condition        Report By
 LB0006  HISTORY     - 1969     MONUMENTED       INHD
 LB0006
 LB0006                          STATION DESCRIPTION
 LB0006
 LB0006'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1969
 LB0006'2.6 MI N FROM CARROLLTON.
 LB0006'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE DARWIN
 LB0006'M.E. CHURCH AT CARROLTON, 0.1 NORTH OF THE JUNCTION OF A ROAD
 LB0006'LEADING EAST, SET IN THE TOP OF THE NORTH END OF THE WEST
 LB0006'CONCRETE RAILING OF A CONCRETE BRIDGE OVER LITTLE DEER CREEK,
 LB0006'22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 LB0006'ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0452 ***********************************************************************
 LB0452  DESIGNATION -  S 117
 LB0452  PID         -  LB0452
 LB0452  STATE/COUNTY-  IN/CLINTON
 LB0452  COUNTRY     -  US
 LB0452  USGS QUAD   -  BURLINGTON (2019)
 LB0452
 LB0452                         *CURRENT SURVEY CONTROL
 LB0452  ______________________________________________________________________
 LB0452* NAD 83(1986) POSITION- 40 23 15.     (N) 086 29 14.     (W)   SCALED
 LB0452* NAVD 88 ORTHO HEIGHT -   245.162 (meters)      804.34  (feet) ADJUSTED
 LB0452  ______________________________________________________________________
 LB0452  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LB0452  DYNAMIC HEIGHT  -        245.035 (meters)      803.92  (feet) COMP
 LB0452  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 LB0452
 LB0452  VERT ORDER      -  SECOND    CLASS 0
 LB0452
 LB0452.The horizontal coordinates were scaled from a map and have
 LB0452.an estimated accuracy of +/- 6 seconds.
 LB0452
 LB0452.The orthometric height was determined by differential leveling and
 LB0452.adjusted by the NATIONAL GEODETIC SURVEY
 LB0452.in June 1991.
 LB0452
 LB0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0452.GEOID18 height accuracy estimate available here.
 LB0452
 LB0452.Click photographs - Photos may exist for this station.
 LB0452
 LB0452.The dynamic height is computed by dividing the NAVD 88
 LB0452.geopotential number by the normal gravity value computed on the
 LB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0452.degrees latitude (g = 980.6199 gals.).
 LB0452
 LB0452.The modeled gravity was interpolated from observed gravity values.
 LB0452
 LB0452;                    North         East    Units  Estimated Accuracy
 LB0452;SPC IN W     -   570,710.      950,610.      MT  (+/- 180 meters Scaled)
 LB0452
 LB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK435708(NAD 83)
 LB0452
 LB0452                          SUPERSEDED SURVEY CONTROL
 LB0452
 LB0452  NGVD 29 (??/??/92)  245.269  (m)          804.69   (f) ADJ UNCH    2 0
 LB0452
 LB0452.Superseded values are not recommended for survey control.
 LB0452
 LB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0452.See file dsdata.pdf to determine how the superseded data were derived.
 LB0452
 LB0452_MARKER: DB = BENCH MARK DISK
 LB0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0452_STAMPING: S 117 1946
 LB0452_MARK LOGO: CGS
 LB0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0452+STABILITY: SURFACE MOTION
 LB0452
 LB0452  HISTORY     - Date     Condition        Report By
 LB0452  HISTORY     - 1946     MONUMENTED       CGS
 LB0452  HISTORY     - 1985     GOOD             INDNR
 LB0452
 LB0452                          STATION DESCRIPTION
 LB0452
 LB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0452'1.5 MI E FROM MORAN.
 LB0452'ABOUT 1.5 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 LB0452'MORAN, AT THE JUNCTION WITH A SIDE ROAD LEADING NORTH, ABOUT
 LB0452'60 FEET EAST OF THE CENTER LINE OF THE JUNCTION OF A ROAD
 LB0452'LEADING SOUTH, 23 FEET EAST OF THE CENTER LINE OF THE ROAD
 LB0452'LEADING NORTH, 19 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LB0452'ROAD, 6 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE
 LB0452'LINE AND ABOUT 0.5 FOOT BELOW ROAD LEVEL.  A STANDARD DISK,
 LB0452'STAMPED S 117 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0452'PROJECTING 4 INCHES ABOVE GROUND.
 LB0452
 LB0452                          STATION RECOVERY (1985)
 LB0452
 LB0452'RECOVERY NOTE BY IN DEPT OF NAT RES 1985
 LB0452'THE ROADS ARE NOW PAVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0677 ***********************************************************************
 LB0677  DESIGNATION -  S 118
 LB0677  PID         -  LB0677
 LB0677  STATE/COUNTY-  IN/CLINTON
 LB0677  COUNTRY     -  US
 LB0677  USGS QUAD   -  MULBERRY (2019)
 LB0677
 LB0677                         *CURRENT SURVEY CONTROL
 LB0677  ______________________________________________________________________
 LB0677* NAD 83(1986) POSITION- 40 20 40.     (N) 086 38 34.     (W)   SCALED
 LB0677* NAVD 88 ORTHO HEIGHT -   235.573 (meters)      772.88  (feet) ADJUSTED
 LB0677  ______________________________________________________________________
 LB0677  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LB0677  DYNAMIC HEIGHT  -        235.452 (meters)      772.48  (feet) COMP
 LB0677  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 LB0677
 LB0677  VERT ORDER      -  SECOND    CLASS 0
 LB0677
 LB0677.The horizontal coordinates were scaled from a map and have
 LB0677.an estimated accuracy of +/- 6 seconds.
 LB0677
 LB0677.The orthometric height was determined by differential leveling and
 LB0677.adjusted by the NATIONAL GEODETIC SURVEY
 LB0677.in June 1991.
 LB0677
 LB0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0677.GEOID18 height accuracy estimate available here.
 LB0677
 LB0677.Click photographs - Photos may exist for this station.
 LB0677
 LB0677.The dynamic height is computed by dividing the NAVD 88
 LB0677.geopotential number by the normal gravity value computed on the
 LB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0677.degrees latitude (g = 980.6199 gals.).
 LB0677
 LB0677.The modeled gravity was interpolated from observed gravity values.
 LB0677
 LB0677;                    North         East    Units  Estimated Accuracy
 LB0677;SPC IN W     -   565,860.      937,430.      MT  (+/- 180 meters Scaled)
 LB0677
 LB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK303660(NAD 83)
 LB0677
 LB0677                          SUPERSEDED SURVEY CONTROL
 LB0677
 LB0677  NGVD 29 (??/??/92)  235.674  (m)          773.21   (f) ADJ UNCH    2 0
 LB0677
 LB0677.Superseded values are not recommended for survey control.
 LB0677
 LB0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0677.See file dsdata.pdf to determine how the superseded data were derived.
 LB0677
 LB0677_MARKER: DB = BENCH MARK DISK
 LB0677_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0677_SP_SET: BOX CULVERT HEADWALL
 LB0677_STAMPING: S 118 1946
 LB0677_MARK LOGO: CGS
 LB0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0677+STABILITY: SURFACE MOTION
 LB0677
 LB0677  HISTORY     - Date     Condition        Report By
 LB0677  HISTORY     - 1946     MONUMENTED       CGS
 LB0677  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0677
 LB0677                          STATION DESCRIPTION
 LB0677
 LB0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0677'1.2 MI E FROM MULBERRY.
 LB0677'ABOUT 1.2 MILE EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 LB0677'AT MULBERRY, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 LB0677'OF A 20-FOOT CONCRETE BOX CULVERT, 17.9 FEET SOUTH OF THE CENTER
 LB0677'LINE OF THE HIGHWAY AND 1 1/2 FEET ABOVE HIGHWAY LEVEL.  A
 LB0677'STANDARD DISK, STAMPED S 118 1946.
 LB0677
 LB0677                          STATION RECOVERY (2002)
 LB0677
 LB0677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0677'THE HEADWALL OF THE CONCRETE BOX CULVERT HAS BEEN PARTIALLY DESTROYED.
 LB0677'THE MONUMENT IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0978 ***********************************************************************
 LB0978  DESIGNATION -  S 119
 LB0978  PID         -  LB0978
 LB0978  STATE/COUNTY-  IN/CARROLL
 LB0978  COUNTRY     -  US
 LB0978  USGS QUAD   -  DELPHI (2019)
 LB0978
 LB0978                         *CURRENT SURVEY CONTROL
 LB0978  ______________________________________________________________________
 LB0978* NAD 83(1986) POSITION- 40 35 13.     (N) 086 40 27.     (W)   SCALED
 LB0978* NAVD 88 ORTHO HEIGHT -   173.994 (meters)      570.85  (feet) ADJUSTED
 LB0978  ______________________________________________________________________
 LB0978  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 LB0978  DYNAMIC HEIGHT  -        173.909 (meters)      570.57  (feet) COMP
 LB0978  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 LB0978
 LB0978  VERT ORDER      -  SECOND    CLASS 0
 LB0978
 LB0978.The horizontal coordinates were scaled from a map and have
 LB0978.an estimated accuracy of +/- 6 seconds.
 LB0978
 LB0978.The orthometric height was determined by differential leveling and
 LB0978.adjusted by the NATIONAL GEODETIC SURVEY
 LB0978.in June 1991.
 LB0978
 LB0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0978.GEOID18 height accuracy estimate available here.
 LB0978
 LB0978.Click photographs - Photos may exist for this station.
 LB0978
 LB0978.The dynamic height is computed by dividing the NAVD 88
 LB0978.geopotential number by the normal gravity value computed on the
 LB0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0978.degrees latitude (g = 980.6199 gals.).
 LB0978
 LB0978.The modeled gravity was interpolated from observed gravity values.
 LB0978
 LB0978;                    North         East    Units  Estimated Accuracy
 LB0978;SPC IN W     -   592,770.      934,640.      MT  (+/- 180 meters Scaled)
 LB0978
 LB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK275929(NAD 83)
 LB0978
 LB0978                          SUPERSEDED SURVEY CONTROL
 LB0978
 LB0978  NGVD 29 (??/??/92)  174.104  (m)          571.21   (f) ADJ UNCH    2 0
 LB0978
 LB0978.Superseded values are not recommended for survey control.
 LB0978
 LB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0978.See file dsdata.pdf to determine how the superseded data were derived.
 LB0978
 LB0978_MARKER: DB = BENCH MARK DISK
 LB0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0978_SP_SET: BUILDING
 LB0978_STAMPING: S 119 1946
 LB0978_MARK LOGO: CGS
 LB0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0978+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2022
 LB0978
 LB0978  HISTORY     - Date     Condition        Report By
 LB0978  HISTORY     - 1946     MONUMENTED       CGS
 LB0978  HISTORY     - 20220601 GOOD             BFSINC
 LB0978
 LB0978                          STATION DESCRIPTION
 LB0978
 LB0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0978'AT DELPHI.
 LB0978'AT DELPHI, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST
 LB0978'CORNER OF THE POST OFFICE BUILDING, 2.9 FEET WEST OF THE CORNER
 LB0978'AND 3.3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED S 119
 LB0978'1946.
 LB0978
 LB0978                          STATION RECOVERY (2022)
 LB0978
 LB0978'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2022 (GG)
 LB0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0350 ***********************************************************************
 KA0350  DESIGNATION -  S 12
 KA0350  PID         -  KA0350
 KA0350  STATE/COUNTY-  IN/GREENE
 KA0350  COUNTRY     -  US
 KA0350  USGS QUAD   -  BLOOMFIELD (2019)
 KA0350
 KA0350                         *CURRENT SURVEY CONTROL
 KA0350  ______________________________________________________________________
 KA0350* NAD 83(1986) POSITION- 39 03 36.87   (N) 086 59 20.20   (W)   HD_HELD1
 KA0350* NAVD 88 ORTHO HEIGHT -   154.674 (meters)      507.46  (feet) ADJUSTED
 KA0350  ______________________________________________________________________
 KA0350  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 KA0350  DYNAMIC HEIGHT  -        154.580 (meters)      507.15  (feet) COMP
 KA0350  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 KA0350
 KA0350  VERT ORDER      -  FIRST     CLASS II
 KA0350
 KA0350.The horizontal coordinates were determined by differentially corrected
 KA0350.hand held GPS observations or other comparable positioning techniques
 KA0350.and have an estimated accuracy of +/- 3 meters.
 KA0350
 KA0350.The orthometric height was determined by differential leveling and
 KA0350.adjusted by the NATIONAL GEODETIC SURVEY
 KA0350.in June 1991.
 KA0350
 KA0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0350.GEOID18 height accuracy estimate available here.
 KA0350
 KA0350.Click photographs - Photos may exist for this station.
 KA0350
 KA0350.The dynamic height is computed by dividing the NAVD 88
 KA0350.geopotential number by the normal gravity value computed on the
 KA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0350.degrees latitude (g = 980.6199 gals.).
 KA0350
 KA0350.The modeled gravity was interpolated from observed gravity values.
 KA0350
 KA0350;                    North         East    Units  Estimated Accuracy
 KA0350;SPC IN W     -   423,188.1     908,169.4     MT  (+/- 3 meters HH1 GPS) 
 KA0350
 KA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0095623461(NAD 83)
 KA0350
 KA0350                          SUPERSEDED SURVEY CONTROL
 KA0350
 KA0350  NGVD 29 (??/??/92)  154.811  (m)          507.91   (f) ADJ UNCH    1 2
 KA0350
 KA0350.Superseded values are not recommended for survey control.
 KA0350
 KA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0350.See file dsdata.pdf to determine how the superseded data were derived.
 KA0350
 KA0350_MARKER: DB = BENCH MARK DISK
 KA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0350_STAMPING: 507.909 S 12 1930
 KA0350_MARK LOGO: CGS
 KA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0350+STABILITY: SURFACE MOTION
 KA0350
 KA0350  HISTORY     - Date     Condition        Report By
 KA0350  HISTORY     - 1930     MONUMENTED       CGS
 KA0350  HISTORY     - 1946     GOOD             CGS
 KA0350  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0350
 KA0350                          STATION DESCRIPTION
 KA0350
 KA0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0350'3.9 MI NW FROM ELLISTON.
 KA0350'3.9 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0350'STATION AT ELLISTON, GREENE COUNTY, 4.5 MILES SOUTH OF THE STATION
 KA0350'AT WORTHINGTON, 10 RAILS NORTH OF BRIDGE 44.5, AT A GRAVEL-ROAD
 KA0350'CROSSING, 37 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 32
 KA0350'FEET NORTHWEST OF THE CROSSING SIGN, 18 FEET WEST OF THE WEST RAIL,
 KA0350'15 FEET NORTHEAST OF A CONCRETE POST IN THE RIGHT-OF-WAY FENCE,
 KA0350'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER
 KA0350'THAN THE TRACK.  A STANDARD DISK, STAMPED 507.909 S 12 1930 AND SET
 KA0350'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KA0350
 KA0350                          STATION RECOVERY (1985)
 KA0350
 KA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0664 ***********************************************************************
 KA0664  DESIGNATION -  S 121
 KA0664  PID         -  KA0664
 KA0664  STATE/COUNTY-  IN/PUTNAM
 KA0664  COUNTRY     -  US
 KA0664  USGS QUAD   -  COATESVILLE (2019)
 KA0664
 KA0664                         *CURRENT SURVEY CONTROL
 KA0664  ______________________________________________________________________
 KA0664* NAD 83(1986) POSITION- 39 40 59.     (N) 086 44 33.     (W)   SCALED
 KA0664* NAVD 88 ORTHO HEIGHT -   260.104 (meters)      853.36  (feet) POSTED
 KA0664  ______________________________________________________________________
 KA0664  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 KA0664  DYNAMIC HEIGHT  -        259.96  (meters)      852.9   (feet) COMP
 KA0664  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 KA0664
 KA0664  VERT ORDER      -  * POSTED, SEE BELOW
 KA0664
 KA0664.The horizontal coordinates were scaled from a map and have
 KA0664.an estimated accuracy of +/- 6 seconds.
 KA0664
 KA0664.The orthometric height was determined by differential leveling
 KA0664.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0664
 KA0664.* This is a POSTED BENCH MARK height.
 KA0664
 KA0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0664.GEOID18 height accuracy estimate available here.
 KA0664
 KA0664.Click photographs - Photos may exist for this station.
 KA0664
 KA0664.The dynamic height is computed by dividing the NAVD 88
 KA0664.geopotential number by the normal gravity value computed on the
 KA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0664.degrees latitude (g = 980.6199 gals.).
 KA0664
 KA0664.The modeled gravity was interpolated from observed gravity values.
 KA0664
 KA0664;                    North         East    Units  Estimated Accuracy
 KA0664;SPC IN W     -   492,380.      929,240.      MT  (+/- 180 meters Scaled)
 KA0664
 KA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ220926(NAD 83)
 KA0664
 KA0664                          SUPERSEDED SURVEY CONTROL
 KA0664
 KA0664  NGVD 29 (??/??/92)  260.210  (m)          853.71   (f) ADJ UNCH    1 2
 KA0664
 KA0664.Superseded values are not recommended for survey control.
 KA0664
 KA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0664.See file dsdata.pdf to determine how the superseded data were derived.
 KA0664
 KA0664_MARKER: DB = BENCH MARK DISK
 KA0664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0664_SP_SET: HEADWALL
 KA0664_STAMPING: S 121 1946
 KA0664_MARK LOGO: CGS
 KA0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0664+STABILITY: SURFACE MOTION
 KA0664
 KA0664  HISTORY     - Date     Condition        Report By
 KA0664  HISTORY     - 1946     MONUMENTED       CGS
 KA0664  HISTORY     - 1985     GOOD             NGS
 KA0664  HISTORY     - 20230131 POOR             INDOT
 KA0664
 KA0664                          STATION DESCRIPTION
 KA0664
 KA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0664'0.5 MI NE FROM FILLMORE.
 KA0664'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 0.5 MILE NORTHEAST OF
 KA0664'THE STATION AT FILMORE, ABOUT 320 FEET SOUTHWEST OF MILEPOST 32,
 KA0664'ABOUT 0.2 MILE SOUTHWEST OF A COAL LOADING CHUTE, IN THE TOP OF
 KA0664'THE NORTHWEST CONCRETE HEADWALL OF A DOUBLE 4-FOOT CONCRETE PIPE
 KA0664'CULVERT NUMBER 75, 17 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KA0664'WEST BOUND TRACK, 21.5 FEET SOUTHEAST OF A PAVED ROAD PARALLELLING
 KA0664'THE TRACKS, 6 FEET LOWER THAN TRACK LEVEL, AND 4.7 FEET SOUTHWEST
 KA0664'OF THE NORTHEAST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 KA0664'S 121 1946.
 KA0664
 KA0664                          STATION RECOVERY (1985)
 KA0664
 KA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0664'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0664'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0664
 KA0664                          STATION RECOVERY (2023)
 KA0664
 KA0664'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0664'MARK WAS FOUND ON HEADWALL AT STATED, HOWEVER, VERTICAL CRACKS WERE
 KA0664'DISCOVERED AND MARK MAY HAVE SLIGHTLY SHIFTED.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1384 ***********************************************************************
 LB1384  DESIGNATION -  S 122 RESET
 LB1384  PID         -  LB1384
 LB1384  STATE/COUNTY-  IN/BENTON
 LB1384  COUNTRY     -  US
 LB1384  USGS QUAD   -  FOWLER (2019)
 LB1384
 LB1384                         *CURRENT SURVEY CONTROL
 LB1384  ______________________________________________________________________
 LB1384* NAD 83(1986) POSITION- 40 36 59.     (N) 087 19 19.     (W)   SCALED
 LB1384* NAVD 88 ORTHO HEIGHT -   249.81  (meters)      819.6   (feet) RESET
 LB1384  ______________________________________________________________________
 LB1384  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 LB1384  VERT ORDER      -  THIRD
 LB1384
 LB1384.The horizontal coordinates were scaled from a map and have
 LB1384.an estimated accuracy of +/- 6 seconds.
 LB1384
 LB1384.The orthometric height was computed from unverified reset data.
 LB1384
 LB1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1384.GEOID18 height accuracy estimate available here.
 LB1384
 LB1384.Click photographs - Photos may exist for this station.
 LB1384
 LB1384;                    North         East    Units  Estimated Accuracy
 LB1384;SPC IN W     -   595,990.      879,810.      MT  (+/- 180 meters Scaled)
 LB1384
 LB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK727962(NAD 83)
 LB1384
 LB1384                          SUPERSEDED SURVEY CONTROL
 LB1384
 LB1384  NGVD 29 (??/??/??)  249.87   (m)          819.8    (f) RESET       3  
 LB1384
 LB1384.Superseded values are not recommended for survey control.
 LB1384
 LB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1384.See file dsdata.pdf to determine how the superseded data were derived.
 LB1384
 LB1384_MARKER: DB = BENCH MARK DISK
 LB1384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB1384_SP_SET: CURB
 LB1384_STAMPING: S 122 RESET 1960
 LB1384_MARK LOGO: CGS
 LB1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1384
 LB1384  HISTORY     - Date     Condition        Report By
 LB1384  HISTORY     - 1960     MONUMENTED       INHD
 LB1384  HISTORY     - 1961     GOOD             CGS
 LB1384
 LB1384                          STATION DESCRIPTION
 LB1384
 LB1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB1384'AT FOWLER.
 LB1384'THIS MARK IS LOCATED AT FOWLER, IN THE WEST CURB ALONG U.S. NO.
 LB1384'52, 26.5 FEET LEFT OF STA 1551+36, 86 FEET NW OF CENTER OF
 LB1384'DRIVE INTO NYC RR PROPERTY, BETWEEN ADAMS AND 6TH STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1114 ***********************************************************************
 LB1114  DESIGNATION -  S 123
 LB1114  PID         -  LB1114
 LB1114  STATE/COUNTY-  IN/WHITE
 LB1114  COUNTRY     -  US
 LB1114  USGS QUAD   -  BROOKSTON SW (2019)
 LB1114
 LB1114                         *CURRENT SURVEY CONTROL
 LB1114  ______________________________________________________________________
 LB1114* NAD 83(1986) POSITION- 40 36 19.     (N) 086 53 24.     (W)   SCALED
 LB1114* NAVD 88 ORTHO HEIGHT -   208.723 (meters)      684.79  (feet) ADJUSTED
 LB1114  ______________________________________________________________________
 LB1114  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 LB1114  DYNAMIC HEIGHT  -        208.623 (meters)      684.46  (feet) COMP
 LB1114  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 LB1114
 LB1114  VERT ORDER      -  SECOND    CLASS 0
 LB1114
 LB1114.The horizontal coordinates were scaled from a map and have
 LB1114.an estimated accuracy of +/- 6 seconds.
 LB1114
 LB1114.The orthometric height was determined by differential leveling and
 LB1114.adjusted by the NATIONAL GEODETIC SURVEY
 LB1114.in June 1991.
 LB1114
 LB1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1114.GEOID18 height accuracy estimate available here.
 LB1114
 LB1114.Click photographs - Photos may exist for this station.
 LB1114
 LB1114.The dynamic height is computed by dividing the NAVD 88
 LB1114.geopotential number by the normal gravity value computed on the
 LB1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1114.degrees latitude (g = 980.6199 gals.).
 LB1114
 LB1114.The modeled gravity was interpolated from observed gravity values.
 LB1114
 LB1114;                    North         East    Units  Estimated Accuracy
 LB1114;SPC IN W     -   594,740.      916,360.      MT  (+/- 180 meters Scaled)
 LB1114
 LB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK093949(NAD 83)
 LB1114
 LB1114                          SUPERSEDED SURVEY CONTROL
 LB1114
 LB1114  NGVD 29 (??/??/92)  208.817  (m)          685.09   (f) ADJ UNCH    2 0
 LB1114
 LB1114.Superseded values are not recommended for survey control.
 LB1114
 LB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1114.See file dsdata.pdf to determine how the superseded data were derived.
 LB1114
 LB1114_MARKER: DB = BENCH MARK DISK
 LB1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1114_SP_SET: BRIDGE WINGWALL
 LB1114_STAMPING: S 123 1946
 LB1114_MARK LOGO: CGS
 LB1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1114
 LB1114  HISTORY     - Date     Condition        Report By
 LB1114  HISTORY     - 1946     MONUMENTED       CGS
 LB1114  HISTORY     - 20080421 MARK NOT FOUND   FARNGP
 LB1114
 LB1114                          STATION DESCRIPTION
 LB1114
 LB1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1114'1.4 MI W FROM BROOKSTON.
 LB1114'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1114'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, ABOUT
 LB1114'225 FEET WEST OF THE CENTER OF THE JUNCTION WITH A GRAVEL ROAD
 LB1114'LEADING SOUTH, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LB1114'132-FOOT BRIDGE OVER AN EAST FORK OF BIG PINE CREEK, 14 FEET
 LB1114'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 LB1114'NORTH CONCRETE BRIDGE RAILING, AND ABOUT 0.5 FOOT ABOVE THE
 LB1114'LEVEL OF THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED S 123 1946.
 LB1114
 LB1114                          STATION RECOVERY (2008)
 LB1114
 LB1114'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1114'THERE IS A NEW BRIDGE THERE NOW
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1215 ***********************************************************************
 LB1215  DESIGNATION -  S 124
 LB1215  PID         -  LB1215
 LB1215  STATE/COUNTY-  IN/BENTON
 LB1215  COUNTRY     -  US
 LB1215  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1215
 LB1215                         *CURRENT SURVEY CONTROL
 LB1215  ______________________________________________________________________
 LB1215* NAD 83(1986) POSITION- 40 40 42.     (N) 087 09 13.     (W)   SCALED
 LB1215* NAVD 88 ORTHO HEIGHT -   232.048 (meters)      761.31  (feet) ADJUSTED
 LB1215  ______________________________________________________________________
 LB1215  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LB1215  DYNAMIC HEIGHT  -        231.937 (meters)      760.95  (feet) COMP
 LB1215  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 LB1215
 LB1215  VERT ORDER      -  SECOND    CLASS 0
 LB1215
 LB1215.The horizontal coordinates were scaled from a map and have
 LB1215.an estimated accuracy of +/- 6 seconds.
 LB1215
 LB1215.The orthometric height was determined by differential leveling and
 LB1215.adjusted by the NATIONAL GEODETIC SURVEY
 LB1215.in June 1991.
 LB1215
 LB1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1215.GEOID18 height accuracy estimate available here.
 LB1215
 LB1215.Click photographs - Photos may exist for this station.
 LB1215
 LB1215.The dynamic height is computed by dividing the NAVD 88
 LB1215.geopotential number by the normal gravity value computed on the
 LB1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1215.degrees latitude (g = 980.6199 gals.).
 LB1215
 LB1215.The modeled gravity was interpolated from observed gravity values.
 LB1215
 LB1215;                    North         East    Units  Estimated Accuracy
 LB1215;SPC IN W     -   602,840.      894,060.      MT  (+/- 180 meters Scaled)
 LB1215
 LB1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870030(NAD 83)
 LB1215
 LB1215                          SUPERSEDED SURVEY CONTROL
 LB1215
 LB1215  NGVD 29 (??/??/92)  232.120  (m)          761.55   (f) ADJ UNCH    2 0
 LB1215
 LB1215.Superseded values are not recommended for survey control.
 LB1215
 LB1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1215.See file dsdata.pdf to determine how the superseded data were derived.
 LB1215
 LB1215_MARKER: DB = BENCH MARK DISK
 LB1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1215_STAMPING: S 124 1946
 LB1215_MARK LOGO: CGS
 LB1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1215+STABILITY: SURFACE MOTION
 LB1215
 LB1215  HISTORY     - Date     Condition        Report By
 LB1215  HISTORY     - 1946     MONUMENTED       CGS
 LB1215
 LB1215                          STATION DESCRIPTION
 LB1215
 LB1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1215'1 MI S FROM GILBOA SCHOOL.
 LB1215'ABOUT 1.05 MILE SOUTH ALONG A GRAVEL ROAD FROM GILBOA TOWNSHIP
 LB1215'SCHOOL, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, IN THE
 LB1215'NORTHWEST QUARTER OF THE INTERSECTION, 35 FEET SOUTHEAST OF THE
 LB1215'SOUTHEAST CORNER OF A TWO-STORY WHITE FARM HOUSE, 51 FEET WEST
 LB1215'AND ACROSS THE NORTH-SOUTH ROAD FROM HIGH TENSION POWER POLE
 LB1215'NUMBER 749/552, 27 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB1215'ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1
 LB1215'FOOT SOUTH OF THE YARD FENCE CORNER, 2 FEET EAST OF A WHITE
 LB1215'WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE INTERSECTION.
 LB1215'A STANDARD DISK, STAMPED S 124 1946 AND SET IN THE TOP OF A
 LB1215'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1171 ***********************************************************************
 LB1171  DESIGNATION -  S 125
 LB1171  PID         -  LB1171
 LB1171  STATE/COUNTY-  IN/WHITE
 LB1171  COUNTRY     -  US
 LB1171  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1171
 LB1171                         *CURRENT SURVEY CONTROL
 LB1171  ______________________________________________________________________
 LB1171* NAD 83(1986) POSITION- 40 39 21.     (N) 086 52 11.     (W)   SCALED
 LB1171* NAVD 88 ORTHO HEIGHT -   212.798 (meters)      698.15  (feet) ADJUSTED
 LB1171  ______________________________________________________________________
 LB1171  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 LB1171  DYNAMIC HEIGHT  -        212.698 (meters)      697.83  (feet) COMP
 LB1171  MODELED GRAVITY -    980,147.5   (mgal)                       NAVD 88
 LB1171
 LB1171  VERT ORDER      -  SECOND    CLASS 0
 LB1171
 LB1171.The horizontal coordinates were scaled from a map and have
 LB1171.an estimated accuracy of +/- 6 seconds.
 LB1171
 LB1171.The orthometric height was determined by differential leveling and
 LB1171.adjusted by the NATIONAL GEODETIC SURVEY
 LB1171.in June 1991.
 LB1171
 LB1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1171.GEOID18 height accuracy estimate available here.
 LB1171
 LB1171.Click photographs - Photos may exist for this station.
 LB1171
 LB1171.The dynamic height is computed by dividing the NAVD 88
 LB1171.geopotential number by the normal gravity value computed on the
 LB1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1171.degrees latitude (g = 980.6199 gals.).
 LB1171
 LB1171.The modeled gravity was interpolated from observed gravity values.
 LB1171
 LB1171;                    North         East    Units  Estimated Accuracy
 LB1171;SPC IN W     -   600,360.      918,070.      MT  (+/- 180 meters Scaled)
 LB1171
 LB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL110005(NAD 83)
 LB1171
 LB1171                          SUPERSEDED SURVEY CONTROL
 LB1171
 LB1171  NGVD 29 (??/??/92)  212.893  (m)          698.47   (f) ADJ UNCH    2 0
 LB1171
 LB1171.Superseded values are not recommended for survey control.
 LB1171
 LB1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1171.See file dsdata.pdf to determine how the superseded data were derived.
 LB1171
 LB1171_MARKER: DB = BENCH MARK DISK
 LB1171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1171_SP_SET: CULVERT HEADWALL
 LB1171_STAMPING: S 125 1946
 LB1171_MARK LOGO: CGS
 LB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1171+STABILITY: SURFACE MOTION
 LB1171
 LB1171  HISTORY     - Date     Condition        Report By
 LB1171  HISTORY     - 1946     MONUMENTED       CGS
 LB1171
 LB1171                          STATION DESCRIPTION
 LB1171
 LB1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1171'0.6 MI S FROM CHALMERS.
 LB1171'0.55 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1171'RAILWAY AND STATE HIGHWAY 43 FROM THE RAILWAY STATION AT CHALMERS,
 LB1171'ABOUT 0.45 MILE NORTH OF MILEPOST 103, AT A T FENCE CORNER ON
 LB1171'THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END
 LB1171'OF THE WEST CONCRETE HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT,
 LB1171'22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHEAST
 LB1171'OF AN 18-INCH CONCRETE FENCE CORNER POST, 1.2 FOOT NORTH OF THE
 LB1171'SOUTH END OF THE HEADWALL AND ABOUT 0.5 FOOT BELOW THE LEVEL OF
 LB1171'THE HIGHWAY.  A STANDARD DISK, STAMPED S 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1065 ***********************************************************************
 LB1065  DESIGNATION -  S 126
 LB1065  PID         -  LB1065
 LB1065  STATE/COUNTY-  IN/WHITE
 LB1065  COUNTRY     -  US
 LB1065  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1065
 LB1065                         *CURRENT SURVEY CONTROL
 LB1065  ______________________________________________________________________
 LB1065* NAD 83(1986) POSITION- 40 52 06.     (N) 086 37 10.     (W)   SCALED
 LB1065* NAVD 88 ORTHO HEIGHT -   220.023 (meters)      721.86  (feet) ADJUSTED
 LB1065  ______________________________________________________________________
 LB1065  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 LB1065  DYNAMIC HEIGHT  -        219.924 (meters)      721.53  (feet) COMP
 LB1065  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LB1065
 LB1065  VERT ORDER      -  SECOND    CLASS 0
 LB1065
 LB1065.The horizontal coordinates were scaled from a map and have
 LB1065.an estimated accuracy of +/- 6 seconds.
 LB1065
 LB1065.The orthometric height was determined by differential leveling and
 LB1065.adjusted by the NATIONAL GEODETIC SURVEY
 LB1065.in June 1991.
 LB1065
 LB1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1065.GEOID18 height accuracy estimate available here.
 LB1065
 LB1065.Click photographs - Photos may exist for this station.
 LB1065
 LB1065.The dynamic height is computed by dividing the NAVD 88
 LB1065.geopotential number by the normal gravity value computed on the
 LB1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1065.degrees latitude (g = 980.6199 gals.).
 LB1065
 LB1065.The modeled gravity was interpolated from observed gravity values.
 LB1065
 LB1065;                    North         East    Units  Estimated Accuracy
 LB1065;SPC IN W     -   624,040.      939,110.      MT  (+/- 180 meters Scaled)
 LB1065
 LB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL320242(NAD 83)
 LB1065
 LB1065                          SUPERSEDED SURVEY CONTROL
 LB1065
 LB1065  NGVD 29 (??/??/92)  220.130  (m)          722.21   (f) ADJ UNCH    2 0
 LB1065
 LB1065.Superseded values are not recommended for survey control.
 LB1065
 LB1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1065.See file dsdata.pdf to determine how the superseded data were derived.
 LB1065
 LB1065_MARKER: DB = BENCH MARK DISK
 LB1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1065_STAMPING: S 126 1946
 LB1065_MARK LOGO: CGS
 LB1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1065+STABILITY: SURFACE MOTION
 LB1065
 LB1065  HISTORY     - Date     Condition        Report By
 LB1065  HISTORY     - 1946     MONUMENTED       CGS
 LB1065  HISTORY     - 20111018 MARK NOT FOUND   INDOT
 LB1065
 LB1065                          STATION DESCRIPTION
 LB1065
 LB1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1065'7.8 MI E FROM BUFFALO.
 LB1065'ALONG STATE HIGHWAY 16 ABOUT 7.75 MILES EAST OF THE SCHOOL
 LB1065'BUILDING AT BUFFALO AND ABOUT 6.2 MILES WEST OF THE SCHOOL
 LB1065'BUILDING AT ROYAL CENTER, IN THE SOUTHWEST QUARTER OF THE
 LB1065'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 105 FEET WEST OF THE
 LB1065'CENTER LINE OF THE GRAVEL ROAD, 43 FEET SOUTH OF THE CENTER LINE
 LB1065'OF THE HIGHWAY, 63.5 FEET WEST OF A FENCE CORNER, 48 FEET
 LB1065'SOUTHWEST OF A HIGHWAY SIGN READING TRACTORS WITH LUGS PROHIBITED,
 LB1065'1 FOOT NORTH OF A FENCE LINE, ABOUT 3 FEET ABOVE HIGHWAY LEVEL
 LB1065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB1065
 LB1065                          STATION RECOVERY (2011)
 LB1065
 LB1065'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 LB1065'BELIEVE THIS MARK HAS BEEN DESTROYED. A NEW TELEPHONE LINE HAS BEEN
 LB1065'PLACED IN THIS LOCATION. THE SIGN POST FOR THE BENCH MARK IS STILL
 LB1065'THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1121 ***********************************************************************
 LB1121  DESIGNATION -  S 127
 LB1121  PID         -  LB1121
 LB1121  STATE/COUNTY-  IN/WHITE
 LB1121  COUNTRY     -  US
 LB1121  USGS QUAD   -  IDAVILLE (2019)
 LB1121
 LB1121                         *CURRENT SURVEY CONTROL
 LB1121  ______________________________________________________________________
 LB1121* NAD 83(1997) POSITION- 40 48 35.91425(N) 086 44 40.94710(W)   ADJUSTED
 LB1121* NAVD 88 ORTHO HEIGHT -   207.655 (meters)      681.28  (feet) ADJUSTED
 LB1121  ______________________________________________________________________
 LB1121  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 LB1121  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 LB1121  DYNAMIC HEIGHT  -        207.560 (meters)      680.97  (feet) COMP
 LB1121  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 LB1121
 LB1121  HORZ ORDER      -  SECOND
 LB1121  VERT ORDER      -  SECOND    CLASS 0
 LB1121
 LB1121.The horizontal coordinates were established by classical geodetic methods
 LB1121.and adjusted by the National Geodetic Survey in May 1999.
 LB1121
 LB1121.The orthometric height was determined by differential leveling and
 LB1121.adjusted by the NATIONAL GEODETIC SURVEY
 LB1121.in June 1991.
 LB1121
 LB1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1121.GEOID18 height accuracy estimate available here.
 LB1121
 LB1121.Click photographs - Photos may exist for this station.
 LB1121
 LB1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1121
 LB1121.The dynamic height is computed by dividing the NAVD 88
 LB1121.geopotential number by the normal gravity value computed on the
 LB1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1121.degrees latitude (g = 980.6199 gals.).
 LB1121
 LB1121.The modeled gravity was interpolated from observed gravity values.
 LB1121
 LB1121. The following values were computed from the NAD 83(1997) position.
 LB1121
 LB1121;                    North         East     Units Scale Factor Converg.
 LB1121;SPC IN W     -   617,511.540   928,571.084   MT  0.99997671   +0 13 16.7
 LB1121;SPC IN W     - 2,025,952.44  3,046,486.96   sFT  0.99997671   +0 13 16.7
 LB1121;UTM  16      - 4,517,694.315   521,532.043   MT  0.99960571   +0 10 00.7
 LB1121
 LB1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1121!SPC IN W     -   0.99997273  x   0.99997671  =   0.99994944
 LB1121!UTM  16      -   0.99997273  x   0.99960571  =   0.99957845
 LB1121
 LB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2153217694(NAD 83)
 LB1121
 LB1121                          SUPERSEDED SURVEY CONTROL
 LB1121
 LB1121  NAD 83(1986)-  40 48 35.91968(N)    086 44 40.95680(W) AD(       ) 2
 LB1121  NAD 27      -  40 48 35.77820(N)    086 44 40.91280(W) AD(       ) 2
 LB1121  NGVD 29 (??/??/92)  207.768  (m)          681.65   (f) ADJ UNCH    2 0
 LB1121  NGVD 29             207.77   (m)          681.7    (f) LEVELING    3  
 LB1121
 LB1121.Superseded values are not recommended for survey control.
 LB1121
 LB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1121.See file dsdata.pdf to determine how the superseded data were derived.
 LB1121
 LB1121_MARKER: DB = BENCH MARK DISK
 LB1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1121_STAMPING: S 127 1946
 LB1121_MARK LOGO: CGS
 LB1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1121+STABILITY: SURFACE MOTION
 LB1121
 LB1121  HISTORY     - Date     Condition        Report By
 LB1121  HISTORY     - 1946     MONUMENTED       CGS
 LB1121  HISTORY     - 1948     GOOD             CGS
 LB1121
 LB1121                          STATION DESCRIPTION
 LB1121
 LB1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1121'4.9 MI S FROM BUFFALO.
 LB1121'ALONG STATE HIGHWAY 39 ABOUT 4.9 MILES SOUTH OF THE SCHOOL
 LB1121'BUILDING AT BUFFALO AND ABOUT 5.0 MILES NORTH OF THE COURT
 LB1121'HOUSE AT MONTICELLO, AT THE INTERSECTION WITH A PAVED ROAD LEADING
 LB1121'WEST AND A GRAVEL ROAD LEADING EAST, 195 FEET SOUTH OF THE CENTER
 LB1121'LINE OF THE GRAVEL ROAD, 35 FEET EAST OF THE CENTER LINE OF THE
 LB1121'HIGHWAY, 3 FEET SOUTH OF TELEPHONE POLE NUMBER 6, 1 FOOT WEST OF
 LB1121'A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LB1121'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB1121
 LB1121                          STATION RECOVERY (1948)
 LB1121
 LB1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB1121'THIS IS A TRAVERSE STATION.
 LB1121'
 LB1121'STATION IS LOCATED ABOUT 4 MILES NORTH OF MONTICELLO AND 1 MILE SOUTH
 LB1121'OF SITKA ALONG THE EAST SIDE OF STATE HIGHWAY NO. 39.  IT IS 160
 LB1121'FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY AND GRAVEL ROAD EAST
 LB1121'AND PAVED ROAD WEST, 34 FEET EAST OF THE CENTER OF HIGHWAY, 2
 LB1121'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCELINE.  THE
 LB1121'MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A
 LB1121'STANDARD USC AND GS BM DISK STAMPED S 127 1946.  A TRAVERSE
 LB1121'CONNECTION WAS MADE FROM TRIANGULATION STATION SITKA AND THE
 LB1121'DISTANCE WAS FOUND TO BE 254.24 FEET (77.492 METERS).
 LB1121'
 LB1121'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 24 AND
 LB1121'STATE HIGHWAY NO. 39 WHICH IS 1 MILE EAST OF MONTICELLO GO NORTH ON
 LB1121'STATE HIGHWAY NO. 39 FOR 4 MILES TO THE INTERSECTION OF STATE
 LB1121'HIGHWAY NO. 39 AND GRAVEL ROAD EAST AND PAVED ROAD WEST AND STATION
 LB1121'IN THE SOUTHEAST ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1149 ***********************************************************************
 LB1149  DESIGNATION -  S 129
 LB1149  PID         -  LB1149
 LB1149  STATE/COUNTY-  IN/PULASKI
 LB1149  COUNTRY     -  US
 LB1149  USGS QUAD   -  BUFFALO (2019)
 LB1149
 LB1149                         *CURRENT SURVEY CONTROL
 LB1149  ______________________________________________________________________
 LB1149* NAD 83(1986) POSITION- 40 58 40.     (N) 086 41 20.     (W)   SCALED
 LB1149* NAVD 88 ORTHO HEIGHT -   208.101 (meters)      682.74  (feet) ADJUSTED
 LB1149  ______________________________________________________________________
 LB1149  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 LB1149  DYNAMIC HEIGHT  -        208.011 (meters)      682.45  (feet) COMP
 LB1149  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 LB1149
 LB1149  VERT ORDER      -  SECOND    CLASS 0
 LB1149
 LB1149.The horizontal coordinates were scaled from a map and have
 LB1149.an estimated accuracy of +/- 6 seconds.
 LB1149
 LB1149.The orthometric height was determined by differential leveling and
 LB1149.adjusted by the NATIONAL GEODETIC SURVEY
 LB1149.in June 1991.
 LB1149
 LB1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1149.GEOID18 height accuracy estimate available here.
 LB1149
 LB1149.Click photographs - Photos may exist for this station.
 LB1149
 LB1149.The dynamic height is computed by dividing the NAVD 88
 LB1149.geopotential number by the normal gravity value computed on the
 LB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1149.degrees latitude (g = 980.6199 gals.).
 LB1149
 LB1149.The modeled gravity was interpolated from observed gravity values.
 LB1149
 LB1149;                    North         East    Units  Estimated Accuracy
 LB1149;SPC IN W     -   636,170.      933,200.      MT  (+/- 180 meters Scaled)
 LB1149
 LB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL261363(NAD 83)
 LB1149
 LB1149                          SUPERSEDED SURVEY CONTROL
 LB1149
 LB1149  NGVD 29 (??/??/92)  208.204  (m)          683.08   (f) ADJ UNCH    2 0
 LB1149
 LB1149.Superseded values are not recommended for survey control.
 LB1149
 LB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1149.See file dsdata.pdf to determine how the superseded data were derived.
 LB1149
 LB1149_MARKER: DB = BENCH MARK DISK
 LB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1149_STAMPING: S 129 1946
 LB1149_MARK LOGO: CGS
 LB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1149+STABILITY: SURFACE MOTION
 LB1149
 LB1149  HISTORY     - Date     Condition        Report By
 LB1149  HISTORY     - 1946     MONUMENTED       CGS
 LB1149
 LB1149                          STATION DESCRIPTION
 LB1149
 LB1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1149'1.6 MI W FROM PULASKI.
 LB1149'ABOUT 1.65 MILE WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1149'AT PULASKI, AT A PRIVATE ROAD LEADING SOUTH BETWEEN A CULTIVATED
 LB1149'FIELD AND A WOODED AREA, AT A T FENCE CORNER ON THE NORTH SIDE
 LB1149'OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41
 LB1149'FEET NORTHEAST AND ACROSS THE ROAD FROM A GATE ON THE SOUTH
 LB1149'SIDE OF THE ROAD, 3 FEET NORTHWEST OF THE T FENCE CORNER, 1.5
 LB1149'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 LB1149'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LB1149'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0297 ***********************************************************************
 KA0297  DESIGNATION -  S 13
 KA0297  PID         -  KA0297
 KA0297  STATE/COUNTY-  IN/MORGAN
 KA0297  COUNTRY     -  US
 KA0297  USGS QUAD   -  MARTINSVILLE (2019)
 KA0297
 KA0297                         *CURRENT SURVEY CONTROL
 KA0297  ______________________________________________________________________
 KA0297* NAD 83(1986) POSITION- 39 25 34.     (N) 086 25 37.     (W)   SCALED
 KA0297* NAVD 88 ORTHO HEIGHT -   184.811 (meters)      606.33  (feet) ADJUSTED
 KA0297  ______________________________________________________________________
 KA0297  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 KA0297  DYNAMIC HEIGHT  -        184.705 (meters)      605.99  (feet) COMP
 KA0297  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 KA0297
 KA0297  VERT ORDER      -  FIRST     CLASS II
 KA0297
 KA0297.The horizontal coordinates were scaled from a map and have
 KA0297.an estimated accuracy of +/- 6 seconds.
 KA0297
 KA0297.The orthometric height was determined by differential leveling and
 KA0297.adjusted by the NATIONAL GEODETIC SURVEY
 KA0297.in June 1991.
 KA0297
 KA0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0297.GEOID18 height accuracy estimate available here.
 KA0297
 KA0297.Click photographs - Photos may exist for this station.
 KA0297
 KA0297.The dynamic height is computed by dividing the NAVD 88
 KA0297.geopotential number by the normal gravity value computed on the
 KA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0297.degrees latitude (g = 980.6199 gals.).
 KA0297
 KA0297.The modeled gravity was interpolated from observed gravity values.
 KA0297
 KA0297;                    North         East    Units  Estimated Accuracy
 KA0297;SPC IN W     -   464,010.      956,520.      MT  (+/- 180 meters Scaled)
 KA0297
 KA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ493642(NAD 83)
 KA0297
 KA0297                          SUPERSEDED SURVEY CONTROL
 KA0297
 KA0297  NGVD 29 (??/??/92)  184.937  (m)          606.75   (f) ADJ UNCH    1 2
 KA0297
 KA0297.Superseded values are not recommended for survey control.
 KA0297
 KA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0297.See file dsdata.pdf to determine how the superseded data were derived.
 KA0297
 KA0297_MARKER: DB = BENCH MARK DISK
 KA0297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0297_SP_SET: STEP
 KA0297_STAMPING: 606.747 S 13 1930
 KA0297_MARK LOGO: CGS
 KA0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0297
 KA0297  HISTORY     - Date     Condition        Report By
 KA0297  HISTORY     - 1930     MONUMENTED       CGS
 KA0297  HISTORY     - 1966     GOOD             CGS
 KA0297
 KA0297                          STATION DESCRIPTION
 KA0297
 KA0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0297'AT MARTINSVILLE.
 KA0297'AT MARTINSVILLE, MORGAN COUNTY, AT THE CITY HALL, ON THE
 KA0297'JEFFERSON STREET SIDE, AND IN THE NORTH END OF THE TOP STEP.  A
 KA0297'STANDARD DISK, STAMPED 606.747 S 13 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1049 ***********************************************************************
 LB1049  DESIGNATION -  S 130
 LB1049  PID         -  LB1049
 LB1049  STATE/COUNTY-  IN/PULASKI
 LB1049  COUNTRY     -  US
 LB1049  USGS QUAD   -  STAR CITY (2019)
 LB1049
 LB1049                         *CURRENT SURVEY CONTROL
 LB1049  ______________________________________________________________________
 LB1049* NAD 83(1986) POSITION- 40 59 40.     (N) 086 33 57.     (W)   SCALED
 LB1049* NAVD 88 ORTHO HEIGHT -   212.700 (meters)      697.83  (feet) ADJUSTED
 LB1049  ______________________________________________________________________
 LB1049  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 LB1049  DYNAMIC HEIGHT  -        212.608 (meters)      697.53  (feet) COMP
 LB1049  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 LB1049
 LB1049  VERT ORDER      -  SECOND    CLASS 0
 LB1049
 LB1049.The horizontal coordinates were scaled from a map and have
 LB1049.an estimated accuracy of +/- 6 seconds.
 LB1049
 LB1049.The orthometric height was determined by differential leveling and
 LB1049.adjusted by the NATIONAL GEODETIC SURVEY
 LB1049.in June 1991.
 LB1049
 LB1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1049.GEOID18 height accuracy estimate available here.
 LB1049
 LB1049.Click photographs - Photos may exist for this station.
 LB1049
 LB1049.The dynamic height is computed by dividing the NAVD 88
 LB1049.geopotential number by the normal gravity value computed on the
 LB1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1049.degrees latitude (g = 980.6199 gals.).
 LB1049
 LB1049.The modeled gravity was interpolated from observed gravity values.
 LB1049
 LB1049;                    North         East    Units  Estimated Accuracy
 LB1049;SPC IN W     -   638,070.      943,540.      MT  (+/- 180 meters Scaled)
 LB1049
 LB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL365382(NAD 83)
 LB1049
 LB1049                          SUPERSEDED SURVEY CONTROL
 LB1049
 LB1049  NGVD 29 (??/??/92)  212.815  (m)          698.21   (f) ADJ UNCH    2 0
 LB1049
 LB1049.Superseded values are not recommended for survey control.
 LB1049
 LB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1049.See file dsdata.pdf to determine how the superseded data were derived.
 LB1049
 LB1049_MARKER: DB = BENCH MARK DISK
 LB1049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1049_SP_SET: BOX CULVERT HEADWALL
 LB1049_STAMPING: S 130 1946
 LB1049_MARK LOGO: CGS
 LB1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1049+STABILITY: SURFACE MOTION
 LB1049
 LB1049  HISTORY     - Date     Condition        Report By
 LB1049  HISTORY     - 1946     MONUMENTED       CGS
 LB1049
 LB1049                          STATION DESCRIPTION
 LB1049
 LB1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1049'1.6 MI NW FROM STAR CITY.
 LB1049'ABOUT 1.6 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB1049'BUILDING AT STAR CITY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LB1049'NORTHEAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 47 FEET
 LB1049'SOUTH OF THE MOST SOUTHERN OF 5 POPLAR TREES, 28 FEET NORTHEAST
 LB1049'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FOOT NORTHWEST OF THE
 LB1049'SOUTHEAST END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0731 ***********************************************************************
 ME0731  DESIGNATION -  S 131
 ME0731  PID         -  ME0731
 ME0731  STATE/COUNTY-  IN/PULASKI
 ME0731  COUNTRY     -  US
 ME0731  USGS QUAD   -  WINAMAC (2019)
 ME0731
 ME0731                         *CURRENT SURVEY CONTROL
 ME0731  ______________________________________________________________________
 ME0731* NAD 83(1986) POSITION- 41 06 52.     (N) 086 36 10.     (W)   SCALED
 ME0731* NAVD 88 ORTHO HEIGHT -   223.677 (meters)      733.85  (feet) ADJUSTED
 ME0731  ______________________________________________________________________
 ME0731  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME0731  DYNAMIC HEIGHT  -        223.583 (meters)      733.54  (feet) COMP
 ME0731  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 ME0731
 ME0731  VERT ORDER      -  SECOND    CLASS 0
 ME0731
 ME0731.The horizontal coordinates were scaled from a map and have
 ME0731.an estimated accuracy of +/- 6 seconds.
 ME0731
 ME0731.The orthometric height was determined by differential leveling and
 ME0731.adjusted by the NATIONAL GEODETIC SURVEY
 ME0731.in June 1991.
 ME0731
 ME0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0731.GEOID18 height accuracy estimate available here.
 ME0731
 ME0731.Click photographs - Photos may exist for this station.
 ME0731
 ME0731.The dynamic height is computed by dividing the NAVD 88
 ME0731.geopotential number by the normal gravity value computed on the
 ME0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0731.degrees latitude (g = 980.6199 gals.).
 ME0731
 ME0731.The modeled gravity was interpolated from observed gravity values.
 ME0731
 ME0731;                    North         East    Units  Estimated Accuracy
 ME0731;SPC IN W     -   651,380.      940,360.      MT  (+/- 180 meters Scaled)
 ME0731
 ME0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333515(NAD 83)
 ME0731
 ME0731                          SUPERSEDED SURVEY CONTROL
 ME0731
 ME0731  NGVD 29 (??/??/92)  223.792  (m)          734.22   (f) ADJ UNCH    2 0
 ME0731
 ME0731.Superseded values are not recommended for survey control.
 ME0731
 ME0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0731.See file dsdata.pdf to determine how the superseded data were derived.
 ME0731
 ME0731_MARKER: DB = BENCH MARK DISK
 ME0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0731_STAMPING: S 131 1946
 ME0731_MARK LOGO: CGS
 ME0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0731+STABILITY: SURFACE MOTION
 ME0731
 ME0731  HISTORY     - Date     Condition        Report By
 ME0731  HISTORY     - 1946     MONUMENTED       CGS
 ME0731  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0731
 ME0731                          STATION DESCRIPTION
 ME0731
 ME0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0731'1.5 MI S FROM BEARDSTOWN.
 ME0731'ABOUT 1.5 MILE SOUTH ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 ME0731'AND OHIO RAILWAY CROSSING AT BEARDSTOWN, ABOUT 0.2 MILE SOUTH
 ME0731'OF THE ENTRANCE TO THE TIPPECANOE RIVER STATE PARK, 75 FEET
 ME0731'SOUTHWEST AND ACROSS THE HIGHWAY FROM A SIGN STATE PARK ENTRANCE
 ME0731'500 FT., 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 ME0731'SOUTH OF TELEPHONE POLE NUMBER 486, 1 FOOT EAST OF A FENCE
 ME0731'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE
 ME0731'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME0731'PROJECTING ABOUT 4 INCHES.
 ME0731
 ME0731                          STATION RECOVERY (1969)
 ME0731
 ME0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0644 ***********************************************************************
 ME0644  DESIGNATION -  S 132
 ME0644  PID         -  ME0644
 ME0644  STATE/COUNTY-  IN/STARKE
 ME0644  COUNTRY     -  US
 ME0644  USGS QUAD   -  DENHAM (2019)
 ME0644
 ME0644                         *CURRENT SURVEY CONTROL
 ME0644  ______________________________________________________________________
 ME0644* NAD 83(1986) POSITION- 41 12 54.     (N) 086 38 24.     (W)   SCALED
 ME0644* NAVD 88 ORTHO HEIGHT -   218.506 (meters)      716.88  (feet) ADJUSTED
 ME0644  ______________________________________________________________________
 ME0644  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 ME0644  DYNAMIC HEIGHT  -        218.414 (meters)      716.58  (feet) COMP
 ME0644  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME0644
 ME0644  VERT ORDER      -  SECOND    CLASS 0
 ME0644
 ME0644.The horizontal coordinates were scaled from a map and have
 ME0644.an estimated accuracy of +/- 6 seconds.
 ME0644
 ME0644.The orthometric height was determined by differential leveling and
 ME0644.adjusted by the NATIONAL GEODETIC SURVEY
 ME0644.in June 1991.
 ME0644
 ME0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0644.GEOID18 height accuracy estimate available here.
 ME0644
 ME0644.Click photographs - Photos may exist for this station.
 ME0644
 ME0644.The dynamic height is computed by dividing the NAVD 88
 ME0644.geopotential number by the normal gravity value computed on the
 ME0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0644.degrees latitude (g = 980.6199 gals.).
 ME0644
 ME0644.The modeled gravity was interpolated from observed gravity values.
 ME0644
 ME0644;                    North         East    Units  Estimated Accuracy
 ME0644;SPC IN W     -   662,530.      937,180.      MT  (+/- 180 meters Scaled)
 ME0644
 ME0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL301626(NAD 83)
 ME0644
 ME0644                          SUPERSEDED SURVEY CONTROL
 ME0644
 ME0644  NGVD 29 (??/??/92)  218.615  (m)          717.24   (f) ADJ UNCH    2 0
 ME0644
 ME0644.Superseded values are not recommended for survey control.
 ME0644
 ME0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0644.See file dsdata.pdf to determine how the superseded data were derived.
 ME0644
 ME0644_MARKER: DB = BENCH MARK DISK
 ME0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0644_SP_SET: BUILDING
 ME0644_STAMPING: S 132 1946
 ME0644_MARK LOGO: CGS
 ME0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0644+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2011
 ME0644
 ME0644  HISTORY     - Date     Condition        Report By
 ME0644  HISTORY     - 1946     MONUMENTED       CGS
 ME0644  HISTORY     - 1988     GOOD             USPSQD
 ME0644  HISTORY     - 1989     GOOD             USPSQD
 ME0644  HISTORY     - 20111221 GOOD             INDOT
 ME0644
 ME0644                          STATION DESCRIPTION
 ME0644
 ME0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0644'2.3 MI W FROM BASS LAKE.
 ME0644'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0644'WITH U.S. HIGHWAY 35 AT BASS LAKE, SET VERTICALLY IN THE NORTH
 ME0644'FACE OF THE NORTHWEST CORNER OF CALIFORNIA TOWNSHIP SCHOOL, 2.5
 ME0644'FEET EAST OF THE CORNER AND 2.5 FEET ABOVE THE GROUND.
 ME0644
 ME0644                          STATION RECOVERY (1988)
 ME0644
 ME0644'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0644'RECOVERED IN GOOD CONDITION.
 ME0644
 ME0644                          STATION RECOVERY (1989)
 ME0644
 ME0644'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 ME0644'RECOVERED IN GOOD CONDITION.
 ME0644
 ME0644                          STATION RECOVERY (2011)
 ME0644
 ME0644'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 ME0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0635 ***********************************************************************
 ME0635  DESIGNATION -  S 133
 ME0635  PID         -  ME0635
 ME0635  STATE/COUNTY-  IN/STARKE
 ME0635  COUNTRY     -  US
 ME0635  USGS QUAD   -  KNOX EAST (2019)
 ME0635
 ME0635                         *CURRENT SURVEY CONTROL
 ME0635  ______________________________________________________________________
 ME0635* NAD 83(1986) POSITION- 41 16 17.     (N) 086 31 27.     (W)   SCALED
 ME0635* NAVD 88 ORTHO HEIGHT -   223.048 (meters)      731.78  (feet) ADJUSTED
 ME0635  ______________________________________________________________________
 ME0635  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 ME0635  DYNAMIC HEIGHT  -        222.956 (meters)      731.48  (feet) COMP
 ME0635  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 ME0635
 ME0635  VERT ORDER      -  SECOND    CLASS 0
 ME0635
 ME0635.The horizontal coordinates were scaled from a map and have
 ME0635.an estimated accuracy of +/- 6 seconds.
 ME0635
 ME0635.The orthometric height was determined by differential leveling and
 ME0635.adjusted by the NATIONAL GEODETIC SURVEY
 ME0635.in June 1991.
 ME0635
 ME0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0635.GEOID18 height accuracy estimate available here.
 ME0635
 ME0635.Click photographs - Photos may exist for this station.
 ME0635
 ME0635.The dynamic height is computed by dividing the NAVD 88
 ME0635.geopotential number by the normal gravity value computed on the
 ME0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0635.degrees latitude (g = 980.6199 gals.).
 ME0635
 ME0635.The modeled gravity was interpolated from observed gravity values.
 ME0635
 ME0635;                    North         East    Units  Estimated Accuracy
 ME0635;SPC IN W     -   668,850.      946,850.      MT  (+/- 180 meters Scaled)
 ME0635
 ME0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398689(NAD 83)
 ME0635
 ME0635                          SUPERSEDED SURVEY CONTROL
 ME0635
 ME0635  NGVD 29 (??/??/92)  223.171  (m)          732.19   (f) ADJ UNCH    2 0
 ME0635
 ME0635.Superseded values are not recommended for survey control.
 ME0635
 ME0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0635.See file dsdata.pdf to determine how the superseded data were derived.
 ME0635
 ME0635_MARKER: DB = BENCH MARK DISK
 ME0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0635_STAMPING: S 133 1946
 ME0635_MARK LOGO: CGS
 ME0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0635+STABILITY: SURFACE MOTION
 ME0635
 ME0635  HISTORY     - Date     Condition        Report By
 ME0635  HISTORY     - 1946     MONUMENTED       CGS
 ME0635  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0635  HISTORY     - 1989     GOOD             USPSQD
 ME0635  HISTORY     - 20110624 GOOD             GEOCAC
 ME0635
 ME0635                          STATION DESCRIPTION
 ME0635
 ME0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0635'AT OBER.
 ME0635'AT OBER, ABOUT 0.1 MILE SOUTH OF THE SCHOOL BUILDING, AT THE
 ME0635'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 32
 ME0635'FEET EAST OF THE CENTER LINE OF THE STREET, 48 FEET SOUTH OF THE
 ME0635'SOUTH RAIL OF THE TRACK, 35 FEET NORTHWEST OF THE NORTHWEST
 ME0635'CORNER OF A CONCRETE BLOCK STORE BUILDING, 14 FEET NORTHWEST OF
 ME0635'A 36-INCH MAPLE TREE, 3 FOOT NORTHEAST OF A TELEPHONE POLE, 16
 ME0635'FEET NORTHWEST OF A 30-INCH SILVER-LEAF MAPLE TREE, ABOUT LEVEL
 ME0635'WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 ME0635'PROJECTING ABOUT 6 INCHES.
 ME0635
 ME0635                          STATION RECOVERY (1988)
 ME0635
 ME0635'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0635'MARK NOT FOUND.
 ME0635
 ME0635                          STATION RECOVERY (1989)
 ME0635
 ME0635'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGP)
 ME0635'RECOVERED IN GOOD CONDITION.
 ME0635
 ME0635                          STATION RECOVERY (2011)
 ME0635
 ME0635'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1274 ***********************************************************************
 MD1274  DESIGNATION -  S 134
 MD1274  PID         -  MD1274
 MD1274  STATE/COUNTY-  IN/KOSCIUSKO
 MD1274  COUNTRY     -  US
 MD1274  USGS QUAD   -  WARSAW (2019)
 MD1274
 MD1274                         *CURRENT SURVEY CONTROL
 MD1274  ______________________________________________________________________
 MD1274* NAD 83(1986) POSITION- 41 07 49.     (N) 085 50 11.     (W)   SCALED
 MD1274* NAVD 88 ORTHO HEIGHT -   270.170 (meters)      886.38  (feet) ADJUSTED
 MD1274  ______________________________________________________________________
 MD1274  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 MD1274  DYNAMIC HEIGHT  -        270.052 (meters)      886.00  (feet) COMP
 MD1274  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 MD1274
 MD1274  VERT ORDER      -  SECOND    CLASS 0
 MD1274
 MD1274.The horizontal coordinates were scaled from a map and have
 MD1274.an estimated accuracy of +/- 6 seconds.
 MD1274
 MD1274.The orthometric height was determined by differential leveling and
 MD1274.adjusted by the NATIONAL GEODETIC SURVEY
 MD1274.in June 1991.
 MD1274
 MD1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1274.GEOID18 height accuracy estimate available here.
 MD1274
 MD1274.Click photographs - Photos may exist for this station.
 MD1274
 MD1274.The dynamic height is computed by dividing the NAVD 88
 MD1274.geopotential number by the normal gravity value computed on the
 MD1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1274.degrees latitude (g = 980.6199 gals.).
 MD1274
 MD1274.The modeled gravity was interpolated from observed gravity values.
 MD1274
 MD1274;                    North         East    Units  Estimated Accuracy
 MD1274;SPC IN E     -   653,040.       85,750.      MT  (+/- 180 meters Scaled)
 MD1274
 MD1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL976538(NAD 83)
 MD1274
 MD1274                          SUPERSEDED SURVEY CONTROL
 MD1274
 MD1274  NGVD 29 (??/??/92)  270.300  (m)          886.81   (f) ADJ UNCH    2 0
 MD1274
 MD1274.Superseded values are not recommended for survey control.
 MD1274
 MD1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1274.See file dsdata.pdf to determine how the superseded data were derived.
 MD1274
 MD1274_MARKER: DB = BENCH MARK DISK
 MD1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1274_STAMPING: S 134 1946
 MD1274_MARK LOGO: CGS
 MD1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1274+STABILITY: SURFACE MOTION
 MD1274
 MD1274  HISTORY     - Date     Condition        Report By
 MD1274  HISTORY     - 1946     MONUMENTED       CGS
 MD1274  HISTORY     - 1990     POOR             USPSQD
 MD1274
 MD1274                          STATION DESCRIPTION
 MD1274
 MD1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1274'2.6 MI E FROM CLAYPOOL.
 MD1274'2.55 MILES EAST ALONG A PAVED ROAD FROM THE NEW YORK CENTRAL
 MD1274'RAILROAD STATION AT CLAYPOOL, IN THE NORTHWEST QUARTER OF THE
 MD1274'INTERSECTION WITH A CONCRETE PAVED ROAD RUNNING NORTH AND A
 MD1274'BITUMINOUS PAVED ROAD RUNNING SOUTH, 82 FEET WEST OF THE CENTER
 MD1274'LINE OF THE ROAD LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE
 MD1274'OF THE EAST-WEST ROAD, 6 FEET NORTHEAST OF A TELEPHONE POLE,
 MD1274'2.5 FEET SOUTH OF A FENCE LINE, AND ABOUT LEVEL WITH THE CENTER
 MD1274'OF THE INTERSECTION.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 MD1274'POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS 2.0 MILES
 MD1274'WEST AND 1.0 MILE NORTH ALONG PAVED ROADS FROM THE CROSS ROADS
 MD1274'AT PACKERTON.
 MD1274
 MD1274                          STATION RECOVERY (1990)
 MD1274
 MD1274'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1274'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1295 ***********************************************************************
 MD1295  DESIGNATION -  S 135
 MD1295  PID         -  MD1295
 MD1295  STATE/COUNTY-  IN/WABASH
 MD1295  COUNTRY     -  US
 MD1295  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1295
 MD1295                         *CURRENT SURVEY CONTROL
 MD1295  ______________________________________________________________________
 MD1295* NAD 83(1986) POSITION- 41 00 05.     (N) 085 43 59.     (W)   SCALED
 MD1295* NAVD 88 ORTHO HEIGHT -   241.318 (meters)      791.72  (feet) ADJUSTED
 MD1295  ______________________________________________________________________
 MD1295  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 MD1295  DYNAMIC HEIGHT  -        241.208 (meters)      791.36  (feet) COMP
 MD1295  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 MD1295
 MD1295  VERT ORDER      -  SECOND    CLASS 0
 MD1295
 MD1295.The horizontal coordinates were scaled from a map and have
 MD1295.an estimated accuracy of +/- 6 seconds.
 MD1295
 MD1295.The orthometric height was determined by differential leveling and
 MD1295.adjusted by the NATIONAL GEODETIC SURVEY
 MD1295.in June 1991.
 MD1295
 MD1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1295.GEOID18 height accuracy estimate available here.
 MD1295
 MD1295.Click photographs - Photos may exist for this station.
 MD1295
 MD1295.The dynamic height is computed by dividing the NAVD 88
 MD1295.geopotential number by the normal gravity value computed on the
 MD1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1295.degrees latitude (g = 980.6199 gals.).
 MD1295
 MD1295.The modeled gravity was interpolated from observed gravity values.
 MD1295
 MD1295;                    North         East    Units  Estimated Accuracy
 MD1295;SPC IN E     -   638,720.       94,420.      MT  (+/- 180 meters Scaled)
 MD1295
 MD1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL065396(NAD 83)
 MD1295
 MD1295                          SUPERSEDED SURVEY CONTROL
 MD1295
 MD1295  NGVD 29 (??/??/92)  241.445  (m)          792.14   (f) ADJ UNCH    2 0
 MD1295
 MD1295.Superseded values are not recommended for survey control.
 MD1295
 MD1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1295.See file dsdata.pdf to determine how the superseded data were derived.
 MD1295
 MD1295_MARKER: DB = BENCH MARK DISK
 MD1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1295_STAMPING: S 135 1946
 MD1295_MARK LOGO: CGS
 MD1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1295+STABILITY: SURFACE MOTION
 MD1295
 MD1295  HISTORY     - Date     Condition        Report By
 MD1295  HISTORY     - 1946     MONUMENTED       CGS
 MD1295  HISTORY     - 1966     GOOD             CGS
 MD1295  HISTORY     - 1983     GOOD             LOCSUR
 MD1295  HISTORY     - 1990     GOOD             USPSQD
 MD1295  HISTORY     - 20050114 POOR             INDIV
 MD1295
 MD1295                          STATION DESCRIPTION
 MD1295
 MD1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1295'1.9 MI E FROM NORTH MANCHESTER.
 MD1295'1.9 MILE EAST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE
 MD1295'BUILDING AT NORTH MANCHESTER, AT LOCUST LAWN FARM, 82 FEET
 MD1295'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 39 FEET NORTH
 MD1295'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE CENTER
 MD1295'LINE OF A GRAVEL DRIVEWAY TO THE BARN, 1.5 FEET SOUTH OF THE
 MD1295'NORTH RIGHT-OF-WAY FENCE LINE, ABOUT 1 FOOT BELOW HIGHWAY LEVEL
 MD1295'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1295
 MD1295                          STATION RECOVERY (1966)
 MD1295
 MD1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD1295'RECOVERED IN GOOD CONDITION.
 MD1295
 MD1295                          STATION RECOVERY (1983)
 MD1295
 MD1295'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MD1295'MARK IS 85' WEST OF CENTERLINE GRAVEL DRIVEWAY 26' WEST OF CONCRETE
 MD1295'FENCE POST.
 MD1295
 MD1295                          STATION RECOVERY (1990)
 MD1295
 MD1295'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 MD1295'RECOVERED IN GOOD CONDITION.
 MD1295
 MD1295                          STATION RECOVERY (2005)
 MD1295
 MD1295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 MD1295'MARK HAS BEEN HIT BY MOWER AND DISK IS BENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1172 ***********************************************************************
 ME1172  DESIGNATION -  S 136 RESET
 ME1172  PID         -  ME1172
 ME1172  STATE/COUNTY-  IN/LAKE
 ME1172  COUNTRY     -  US
 ME1172  USGS QUAD   -  LEROY (2019)
 ME1172
 ME1172                         *CURRENT SURVEY CONTROL
 ME1172  ______________________________________________________________________
 ME1172* NAD 83(1986) POSITION- 41 21 43.16   (N) 087 21 23.86   (W)   HD_HELD1
 ME1172* NAVD 88 ORTHO HEIGHT -   231.76  (meters)      760.4   (feet) RESET
 ME1172  ______________________________________________________________________
 ME1172  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 ME1172  VERT ORDER      -  THIRD
 ME1172
 ME1172.The horizontal coordinates were determined by differentially corrected
 ME1172.hand held GPS observations or other comparable positioning techniques
 ME1172.and have an estimated accuracy of +/- 3 meters.
 ME1172
 ME1172.The orthometric height was computed from unverified reset data.
 ME1172
 ME1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1172.GEOID18 height accuracy estimate available here.
 ME1172
 ME1172.Click photographs - Photos may exist for this station.
 ME1172
 ME1172;                    North         East    Units  Estimated Accuracy
 ME1172;SPC IN W     -   678,794.4     877,133.3     MT  (+/- 3 meters HH1 GPS) 
 ME1172
 ME1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7017179003(NAD 83)
 ME1172
 ME1172                          SUPERSEDED SURVEY CONTROL
 ME1172
 ME1172.No superseded survey control is available for this station.
 ME1172
 ME1172_MARKER: DB = BENCH MARK DISK
 ME1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1172_STAMPING: S 136 RESET 1969
 ME1172_MARK LOGO: CGS
 ME1172_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1172+STABILITY: SURFACE MOTION
 ME1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1172+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2018
 ME1172
 ME1172  HISTORY     - Date     Condition        Report By
 ME1172  HISTORY     - 1969     MONUMENTED       CGS
 ME1172  HISTORY     - 20050510 GOOD             INDIV
 ME1172  HISTORY     - 20070804 GOOD             GEOCAC
 ME1172  HISTORY     - 20180312 GOOD             IN-089
 ME1172
 ME1172                          STATION DESCRIPTION
 ME1172
 ME1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1172'4 MI S FROM CROWN POINT.
 ME1172'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 55 FROM ITS JUNCTION
 ME1172'WITH U.S. HIGHWAY 231 AND STATE HIGHWAY 8 AT THE SOUTHEAST EDGE
 ME1172'OF CROWN POINT, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ME1172'PROJECTS 4 INCHES, 19 FEET SOUTH OF THE CENTERLINE OF 141 ST
 ME1172'AVE, 1 FOOT NORTH OF A FENCE, 102 FEET WEST OF A FENCE CORNER
 ME1172'AND 483 FEET WEST OF THE CENTERLINE OF HIGHWAY 55.
 ME1172
 ME1172                          STATION RECOVERY (2005)
 ME1172
 ME1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME1172'RECOVERED IN GOOD CONDITION.
 ME1172
 ME1172                          STATION RECOVERY (2007)
 ME1172
 ME1172'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1172'RECOVERED IN GOOD CONDITION.
 ME1172
 ME1172                          STATION RECOVERY (2018)
 ME1172
 ME1172'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 ME1172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0980 ***********************************************************************
 ME0980  DESIGNATION -  S 137
 ME0980  PID         -  ME0980
 ME0980  STATE/COUNTY-  IN/LAKE
 ME0980  COUNTRY     -  US
 ME0980  USGS QUAD   -  GARY (2019)
 ME0980
 ME0980                         *CURRENT SURVEY CONTROL
 ME0980  ______________________________________________________________________
 ME0980* NAD 83(1986) POSITION- 41 33 04.     (N) 087 16 07.     (W)   SCALED
 ME0980* NAVD 88 ORTHO HEIGHT -   192.744 (meters)      632.36  (feet) ADJUSTED
 ME0980  ______________________________________________________________________
 ME0980  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 ME0980  DYNAMIC HEIGHT  -        192.671 (meters)      632.12  (feet) COMP
 ME0980  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 ME0980
 ME0980  VERT ORDER      -  FIRST     CLASS I
 ME0980
 ME0980.The horizontal coordinates were scaled from a map and have
 ME0980.an estimated accuracy of +/- 6 seconds.
 ME0980
 ME0980.The orthometric height was determined by differential leveling and
 ME0980.adjusted by the NATIONAL GEODETIC SURVEY
 ME0980.in June 1991.
 ME0980
 ME0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0980.GEOID18 height accuracy estimate available here.
 ME0980
 ME0980.Click photographs - Photos may exist for this station.
 ME0980
 ME0980.The dynamic height is computed by dividing the NAVD 88
 ME0980.geopotential number by the normal gravity value computed on the
 ME0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0980.degrees latitude (g = 980.6199 gals.).
 ME0980
 ME0980.The modeled gravity was interpolated from observed gravity values.
 ME0980
 ME0980;                    North         East    Units  Estimated Accuracy
 ME0980;SPC IN W     -   699,780.      884,540.      MT  (+/- 180 meters Scaled)
 ME0980
 ME0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL775999(NAD 83)
 ME0980
 ME0980                          SUPERSEDED SURVEY CONTROL
 ME0980
 ME0980  NGVD 29 (??/??/92)  192.840  (m)          632.68   (f) ADJ UNCH    1 1
 ME0980
 ME0980.Superseded values are not recommended for survey control.
 ME0980
 ME0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0980.See file dsdata.pdf to determine how the superseded data were derived.
 ME0980
 ME0980_MARKER: DB = BENCH MARK DISK
 ME0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0980_STAMPING: S 137 1946
 ME0980_MARK LOGO: CGS
 ME0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0980+STABILITY: SURFACE MOTION
 ME0980
 ME0980  HISTORY     - Date     Condition        Report By
 ME0980  HISTORY     - 1946     MONUMENTED       CGS
 ME0980  HISTORY     - 1968     GOOD             CGS
 ME0980  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0980  HISTORY     - 20001104 GOOD             LOCSUR
 ME0980
 ME0980                          STATION DESCRIPTION
 ME0980
 ME0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0980'1.9 MI NW FROM HOBART.
 ME0980'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0980'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0980'STREET, THENCE 0.05 MILE EAST ALONG U.S. HIGHWAY 6, 287 FEET
 ME0980'EAST OF THE CENTER LINE OF WISCONSIN STREET, 178 FEET NORTH OF
 ME0980'THE CENTER LINE OF U.S. HIGHWAY 6, 69 FEET NORTHEAST OF THE
 ME0980'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 32 FEET WEST OF
 ME0980'THE CENTER LINE OF SOBIESKI STREET, 5 FEET NORTHWEST OF POWER
 ME0980'LINE POLE 341/505, 1/2 FOOT EAST OF THE EAST SIDE OF A 12-INCH
 ME0980'LOCUST TREE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 ME0980'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 ME0980'THE GROUND.  SEC 19, T 36 N, R 7 W.
 ME0980
 ME0980                          STATION RECOVERY (1992)
 ME0980
 ME0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0980'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0980
 ME0980                          STATION RECOVERY (2000)
 ME0980
 ME0980'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KW)
 ME0980'BM'S 174 WSM AND 175 WSM FOUND AT APPROX. N38 11 00, W086 51 22 AND
 ME0980'N38 10 20, W086 49 57 RESPECTIVELY. BOTH BM'S ARE PLOTTED ON 'SAINT
 ME0980'MEINRAD' INDIANA 7.5 MINUTE SERIES QUADRANGLE MAP. THE DATA SHEETS FOR
 ME0980'NEITHER BM ARE RETRIEVABLE BY A RADIAL OR RECTANGULAR SEARCH AROUND
 ME0980'THE ABOVE COORDINATES.  PID UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1237 ***********************************************************************
 ME1237  DESIGNATION -  S 138
 ME1237  PID         -  ME1237
 ME1237  STATE/COUNTY-  IN/LAKE
 ME1237  COUNTRY     -  US
 ME1237  USGS QUAD   -  PALMER (2019)
 ME1237
 ME1237                         *CURRENT SURVEY CONTROL
 ME1237  ______________________________________________________________________
 ME1237* NAD 83(1986) POSITION- 41 23 27.     (N) 087 14 46.     (W)   SCALED
 ME1237* NAVD 88 ORTHO HEIGHT -   228.648 (meters)      750.16  (feet) ADJUSTED
 ME1237  ______________________________________________________________________
 ME1237  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME1237  DYNAMIC HEIGHT  -        228.555 (meters)      749.85  (feet) COMP
 ME1237  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 ME1237
 ME1237  VERT ORDER      -  SECOND    CLASS 0
 ME1237
 ME1237.The horizontal coordinates were scaled from a map and have
 ME1237.an estimated accuracy of +/- 6 seconds.
 ME1237
 ME1237.The orthometric height was determined by differential leveling and
 ME1237.adjusted by the NATIONAL GEODETIC SURVEY
 ME1237.in June 1991.
 ME1237
 ME1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1237.GEOID18 height accuracy estimate available here.
 ME1237
 ME1237.Click photographs - Photos may exist for this station.
 ME1237
 ME1237.The dynamic height is computed by dividing the NAVD 88
 ME1237.geopotential number by the normal gravity value computed on the
 ME1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1237.degrees latitude (g = 980.6199 gals.).
 ME1237
 ME1237.The modeled gravity was interpolated from observed gravity values.
 ME1237
 ME1237;                    North         East    Units  Estimated Accuracy
 ME1237;SPC IN W     -   681,980.      886,390.      MT  (+/- 180 meters Scaled)
 ME1237
 ME1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL794821(NAD 83)
 ME1237
 ME1237                          SUPERSEDED SURVEY CONTROL
 ME1237
 ME1237  NGVD 29 (??/??/92)  228.736  (m)          750.44   (f) ADJ UNCH    2 0
 ME1237
 ME1237.Superseded values are not recommended for survey control.
 ME1237
 ME1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1237.See file dsdata.pdf to determine how the superseded data were derived.
 ME1237
 ME1237_MARKER: DB = BENCH MARK DISK
 ME1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1237_STAMPING: S 138 1946
 ME1237_MARK LOGO: CGS
 ME1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1237+STABILITY: SURFACE MOTION
 ME1237
 ME1237  HISTORY     - Date     Condition        Report By
 ME1237  HISTORY     - 1946     MONUMENTED       CGS
 ME1237  HISTORY     - 1968     GOOD             CGS
 ME1237
 ME1237                          STATION DESCRIPTION
 ME1237
 ME1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1237'0.6 MI NW FROM PALMER.
 ME1237'ABOUT 0.4 MILE WEST ALONG 125TH STREET FROM ITS INTERSECTION
 ME1237'WITH RANDOLPH STREET IN PALMER.  IT IS 22 FEET NORTH OF THE
 ME1237'CENTERLINE OF THE ROAD, 45 FEET WEST OF THE CENTERLINE OF A
 ME1237'DRIVEWAY, 36 FEET EAST OF A FENCE CORNER, 15 FEET WEST OF A 10
 ME1237'INCH MAPLE TREE, 1 FOOT WEST OF A METAL WITNESS POST, SET IN
 ME1237'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0991 ***********************************************************************
 ME0991  DESIGNATION -  S 139
 ME0991  PID         -  ME0991
 ME0991  STATE/COUNTY-  IN/LAKE
 ME0991  COUNTRY     -  US
 ME0991  USGS QUAD   -  GARY (2019)
 ME0991
 ME0991                         *CURRENT SURVEY CONTROL
 ME0991  ______________________________________________________________________
 ME0991* NAD 83(1986) POSITION- 41 33 04.     (N) 087 16 57.     (W)   SCALED
 ME0991* NAVD 88 ORTHO HEIGHT -   195.216 (meters)      640.47  (feet) ADJUSTED
 ME0991  ______________________________________________________________________
 ME0991  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME0991  DYNAMIC HEIGHT  -        195.142 (meters)      640.23  (feet) COMP
 ME0991  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 ME0991
 ME0991  VERT ORDER      -  FIRST     CLASS I
 ME0991
 ME0991.The horizontal coordinates were scaled from a map and have
 ME0991.an estimated accuracy of +/- 6 seconds.
 ME0991
 ME0991.The orthometric height was determined by differential leveling and
 ME0991.adjusted by the NATIONAL GEODETIC SURVEY
 ME0991.in June 1991.
 ME0991
 ME0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0991.GEOID18 height accuracy estimate available here.
 ME0991
 ME0991.Click photographs - Photos may exist for this station.
 ME0991
 ME0991.The dynamic height is computed by dividing the NAVD 88
 ME0991.geopotential number by the normal gravity value computed on the
 ME0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0991.degrees latitude (g = 980.6199 gals.).
 ME0991
 ME0991.The modeled gravity was interpolated from observed gravity values.
 ME0991
 ME0991;                    North         East    Units  Estimated Accuracy
 ME0991;SPC IN W     -   699,780.      883,380.      MT  (+/- 180 meters Scaled)
 ME0991
 ME0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL764999(NAD 83)
 ME0991
 ME0991                          SUPERSEDED SURVEY CONTROL
 ME0991
 ME0991  NGVD 29 (01/19/93)  195.315  (m)          640.80   (f) ADJUSTED    1 1
 ME0991  NGVD 29 (??/??/92)  195.315  (m)          640.80   (f) SUPERSEDED  1 1
 ME0991
 ME0991.Superseded values are not recommended for survey control.
 ME0991
 ME0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0991.See file dsdata.pdf to determine how the superseded data were derived.
 ME0991
 ME0991_MARKER: DB = BENCH MARK DISK
 ME0991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0991_SP_SET: PIER
 ME0991_STAMPING: S 139 1946
 ME0991_MARK LOGO: CGS
 ME0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0991+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0991
 ME0991  HISTORY     - Date     Condition        Report By
 ME0991  HISTORY     - 1946     MONUMENTED       CGS
 ME0991  HISTORY     - 1968     GOOD             CGS
 ME0991  HISTORY     - 1972     GOOD             BRADY
 ME0991  HISTORY     - 19920906 GOOD             NGS
 ME0991
 ME0991                          STATION DESCRIPTION
 ME0991
 ME0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0991'0.7 MI SE FROM LIVERPOOL.
 ME0991'ABOUT 0.7 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0991'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LIVERPOOL, SET
 ME0991'VERTICALLY IN THE SOUTHEAST END OF THE FIRST CONCRETE PIER
 ME0991'SOUTHWEST OF THE TRACK OF THE U.S. HIGHWAY 6 OVERPASS OVER THE
 ME0991'TRACKS, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 ME0991'TRACK, 2.8 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 24, T 36 N,
 ME0991'R 8 W.  NOTE-- THE DISK HAS BEEN SOMEWHAT MUTILATED.
 ME0991
 ME0991                          STATION RECOVERY (1972)
 ME0991
 ME0991'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME0991'RECOVERED IN GOOD CONDITION.
 ME0991
 ME0991                          STATION RECOVERY (1992)
 ME0991
 ME0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0991'IN HOBART, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND EAST 37TH
 ME0991'STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 ME0991'SOUTHEASTERLY OF 4 CONCRETE COLUMNS (FIRST PIER SOUTHWEST OF THE
 ME0991'TRACK) OF THE AVENUE OVERPASS OF THE TRACK, 4.8 M (15.7 FT) SOUTH OF
 ME0991'THE AVENUE CENTER, 2.8 M (9.2 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.5
 ME0991'M (1.6 FT) ABOVE THE GROUND SURFACE. NOTE--THE DISK HAS BEEN
 ME0991'MUTILATED AND ALL THAT IS LEGIBLE OF THE ORIGINAL STAMPING IS
 ME0991'S 139 6.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0985 ***********************************************************************
 MD0985  DESIGNATION -  S 14
 MD0985  PID         -  MD0985
 MD0985  STATE/COUNTY-  IN/WHITLEY
 MD0985  COUNTRY     -  US
 MD0985  USGS QUAD   -  LORANE (2019)
 MD0985
 MD0985                         *CURRENT SURVEY CONTROL
 MD0985  ______________________________________________________________________
 MD0985* NAD 83(1986) POSITION- 41 10 16.     (N) 085 36 08.     (W)   SCALED
 MD0985* NAVD 88 ORTHO HEIGHT -   281.527 (meters)      923.64  (feet) ADJUSTED
 MD0985  ______________________________________________________________________
 MD0985  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 MD0985  DYNAMIC HEIGHT  -        281.411 (meters)      923.26  (feet) COMP
 MD0985  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 MD0985
 MD0985  VERT ORDER      -  FIRST     CLASS I
 MD0985
 MD0985.The horizontal coordinates were scaled from a map and have
 MD0985.an estimated accuracy of +/- 6 seconds.
 MD0985
 MD0985.The orthometric height was determined by differential leveling and
 MD0985.adjusted by the NATIONAL GEODETIC SURVEY
 MD0985.in June 1991.
 MD0985
 MD0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0985.GEOID18 height accuracy estimate available here.
 MD0985
 MD0985.Click photographs - Photos may exist for this station.
 MD0985
 MD0985.The dynamic height is computed by dividing the NAVD 88
 MD0985.geopotential number by the normal gravity value computed on the
 MD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0985.degrees latitude (g = 980.6199 gals.).
 MD0985
 MD0985.The modeled gravity was interpolated from observed gravity values.
 MD0985
 MD0985;                    North         East    Units  Estimated Accuracy
 MD0985;SPC IN E     -   657,560.      105,410.      MT  (+/- 180 meters Scaled)
 MD0985
 MD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL172586(NAD 83)
 MD0985
 MD0985                          SUPERSEDED SURVEY CONTROL
 MD0985
 MD0985  NGVD 29 (01/19/93)  281.671  (m)          924.12   (f) ADJUSTED    1 1
 MD0985  NGVD 29 (??/??/92)  281.671  (m)          924.12   (f) SUPERSEDED  1 1
 MD0985
 MD0985.Superseded values are not recommended for survey control.
 MD0985
 MD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0985.See file dsdata.pdf to determine how the superseded data were derived.
 MD0985
 MD0985_MARKER: DB = BENCH MARK DISK
 MD0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0985_STAMPING: S 14 1930 924.073
 MD0985_MARK LOGO: CGS
 MD0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0985+STABILITY: SURFACE MOTION
 MD0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0985+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0985
 MD0985  HISTORY     - Date     Condition        Report By
 MD0985  HISTORY     - 1930     MONUMENTED       CGS
 MD0985  HISTORY     - 1968     GOOD             CGS
 MD0985  HISTORY     - 19921008 GOOD             NGS
 MD0985
 MD0985                          STATION DESCRIPTION
 MD0985
 MD0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0985'1.3 MI SE FROM LARWILL.
 MD0985'ABOUT 1.3 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0985'THE CROSSING OF STATE HIGHWAY 5 AT LARWILL, ABOUT 12 RAILS
 MD0985'SOUTHEAST OF MILEPOST 345, 31.4 FEET SOUTHWEST OF THE SOUTHWEST
 MD0985'RAIL OF THE EASTBOUND TRACK, 52 1/2 FEET NORTHWEST OF A UTILITY
 MD0985'POLE, 21 1/2 FEET NORTHEAST OF THE CENTER LINE OF OLD TRAIL
 MD0985'ROAD, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW
 MD0985'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD0985'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T 31N,
 MD0985'R 8 E
 MD0985
 MD0985                          STATION RECOVERY (1992)
 MD0985
 MD0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0985'10.0 KM (6.20 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0985'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 0.2 KM (0.10 MI)
 MD0985'SOUTHEAST OF MILEPOST 345, 18.6 M (61.0 FT) SOUTHEAST OF A UTILITY
 MD0985'POLE, 16.0 M (52.5 FT) NORTHWEST OF A UTILITY POLE, 9.3 M (30.5 FT)
 MD0985'SOUTHWEST OF THE NEAR RAIL, 6.5 M (21.3 FT) NORTHEAST OF THE CENTER
 MD0985'OF OLD TRAIL ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M
 MD0985'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.03
 MD0985'M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1341 ***********************************************************************
 ME1341  DESIGNATION -  S 140
 ME1341  PID         -  ME1341
 ME1341  STATE/COUNTY-  IN/LAKE
 ME1341  COUNTRY     -  US
 ME1341  USGS QUAD   -  SHELBY (2019)
 ME1341
 ME1341                         *CURRENT SURVEY CONTROL
 ME1341  ______________________________________________________________________
 ME1341* NAD 83(1986) POSITION- 41 13 53.     (N) 087 16 33.     (W)   SCALED
 ME1341* NAVD 88 ORTHO HEIGHT -   196.033 (meters)      643.15  (feet) ADJUSTED
 ME1341  ______________________________________________________________________
 ME1341  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 ME1341  DYNAMIC HEIGHT  -        195.949 (meters)      642.88  (feet) COMP
 ME1341  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 ME1341
 ME1341  VERT ORDER      -  SECOND    CLASS 0
 ME1341
 ME1341.The horizontal coordinates were scaled from a map and have
 ME1341.an estimated accuracy of +/- 6 seconds.
 ME1341
 ME1341.The orthometric height was determined by differential leveling and
 ME1341.adjusted by the NATIONAL GEODETIC SURVEY
 ME1341.in June 1991.
 ME1341
 ME1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1341.GEOID18 height accuracy estimate available here.
 ME1341
 ME1341.Click photographs - Photos may exist for this station.
 ME1341
 ME1341.The dynamic height is computed by dividing the NAVD 88
 ME1341.geopotential number by the normal gravity value computed on the
 ME1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1341.degrees latitude (g = 980.6199 gals.).
 ME1341
 ME1341.The modeled gravity was interpolated from observed gravity values.
 ME1341
 ME1341;                    North         East    Units  Estimated Accuracy
 ME1341;SPC IN W     -   664,270.      883,860.      MT  (+/- 180 meters Scaled)
 ME1341
 ME1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768644(NAD 83)
 ME1341
 ME1341                          SUPERSEDED SURVEY CONTROL
 ME1341
 ME1341  NGVD 29 (??/??/92)  196.122  (m)          643.44   (f) ADJ UNCH    2 0
 ME1341
 ME1341.Superseded values are not recommended for survey control.
 ME1341
 ME1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1341.See file dsdata.pdf to determine how the superseded data were derived.
 ME1341
 ME1341_MARKER: DB = BENCH MARK DISK
 ME1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1341_STAMPING: S 140 1946
 ME1341_MARK LOGO: CGS
 ME1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1341+STABILITY: SURFACE MOTION
 ME1341
 ME1341  HISTORY     - Date     Condition        Report By
 ME1341  HISTORY     - 1946     MONUMENTED       CGS
 ME1341  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1341
 ME1341                          STATION DESCRIPTION
 ME1341
 ME1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1341'2.4 MI S FROM RANGE LINE.
 ME1341'ABOUT 2.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE PRESBYTERIAN
 ME1341'CHURCH AT RANGE LINE, ABOUT 0.9 MILE NORTH OF THE BRIDGE OVER THE
 ME1341'KANKAKEE RIVER, ABOUT 1.0 MILE SOUTH OF THE LIBERTY SCHOOL,
 ME1341'ABOUT 0.7 MILE SOUTH OF A STEEL BRIDGE, AT A WIRE GATE LEADING
 ME1341'TO A CULTIVATED FIELD, 19 FEET WEST OF THE CENTER LINE OF THE
 ME1341'ROAD, 3.5 FEET WEST OF POWER POLE NO. 371/696, 1 FOOT EAST OF
 ME1341'THE CORNER GATE POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 ME1341'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 ME1341'CONCRETE POST PROJECTING 6 INCHES.
 ME1341
 ME1341                          STATION RECOVERY (1989)
 ME1341
 ME1341'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0606 ***********************************************************************
 ME0606  DESIGNATION -  S 141 RESET
 ME0606  PID         -  ME0606
 ME0606  STATE/COUNTY-  IN/PORTER
 ME0606  COUNTRY     -  US
 ME0606  USGS QUAD   -  LA CROSSE (2019)
 ME0606
 ME0606                         *CURRENT SURVEY CONTROL
 ME0606  ______________________________________________________________________
 ME0606* NAD 83(1986) POSITION- 41 19 05.     (N) 086 59 22.     (W)   SCALED
 ME0606* NAVD 88 ORTHO HEIGHT -   205.68  (meters)      674.8   (feet) RESET
 ME0606  ______________________________________________________________________
 ME0606  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 ME0606  VERT ORDER      -  THIRD
 ME0606
 ME0606.The horizontal coordinates were scaled from a map and have
 ME0606.an estimated accuracy of +/- 6 seconds.
 ME0606
 ME0606.The orthometric height was computed from unverified reset data.
 ME0606
 ME0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0606.GEOID18 height accuracy estimate available here.
 ME0606
 ME0606.Click photographs - Photos may exist for this station.
 ME0606
 ME0606;                    North         East    Units  Estimated Accuracy
 ME0606;SPC IN W     -   673,880.      907,860.      MT  (+/- 180 meters Scaled)
 ME0606
 ME0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL008740(NAD 83)
 ME0606
 ME0606                          SUPERSEDED SURVEY CONTROL
 ME0606
 ME0606  NGVD 29 (??/??/??)  205.77   (m)          675.1    (f) RESET       3  
 ME0606
 ME0606.Superseded values are not recommended for survey control.
 ME0606
 ME0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0606.See file dsdata.pdf to determine how the superseded data were derived.
 ME0606
 ME0606_MARKER: DB = BENCH MARK DISK
 ME0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0606_STAMPING: S 141 RESET 1967
 ME0606_MARK LOGO: CGS
 ME0606_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0606+STABILITY: SURFACE MOTION
 ME0606
 ME0606  HISTORY     - Date     Condition        Report By
 ME0606  HISTORY     - 1967     MONUMENTED       CGS
 ME0606  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0606
 ME0606                          STATION DESCRIPTION
 ME0606
 ME0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME0606'1.9 MI E FROM KOUTS.
 ME0606'1.9 MILES EAST OF KOUST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0606'WITH STATE HIGHWAY 49, 69 FEET SOUTHEAST OF THE SOUTHEAST END OF
 ME0606'A CONCRETE BRIDGE, 37 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 8,
 ME0606'9 FEET EAST OF A 14 INCH ELM TREE AND 1 FOOT WEST OF A METAL
 ME0606'WITNESS POST.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 ME0606'MONUMENT WHICH PROJECTS 4 INCHES.
 ME0606
 ME0606                          STATION RECOVERY (1988)
 ME0606
 ME0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0603 ***********************************************************************
 ME0603  DESIGNATION -  S 142
 ME0603  PID         -  ME0603
 ME0603  STATE/COUNTY-  IN/LA PORTE
 ME0603  COUNTRY     -  US
 ME0603  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0603
 ME0603                         *CURRENT SURVEY CONTROL
 ME0603  ______________________________________________________________________
 ME0603* NAD 83(1986) POSITION- 41 20 47.     (N) 086 46 33.     (W)   SCALED
 ME0603* NAVD 88 ORTHO HEIGHT -   205.193 (meters)      673.20  (feet) ADJUSTED
 ME0603  ______________________________________________________________________
 ME0603  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 ME0603  DYNAMIC HEIGHT  -        205.108 (meters)      672.93  (feet) COMP
 ME0603  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 ME0603
 ME0603  VERT ORDER      -  SECOND    CLASS 0
 ME0603
 ME0603.The horizontal coordinates were scaled from a map and have
 ME0603.an estimated accuracy of +/- 6 seconds.
 ME0603
 ME0603.The orthometric height was determined by differential leveling and
 ME0603.adjusted by the NATIONAL GEODETIC SURVEY
 ME0603.in June 1991.
 ME0603
 ME0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0603.GEOID18 height accuracy estimate available here.
 ME0603
 ME0603.Click photographs - Photos may exist for this station.
 ME0603
 ME0603.The dynamic height is computed by dividing the NAVD 88
 ME0603.geopotential number by the normal gravity value computed on the
 ME0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0603.degrees latitude (g = 980.6199 gals.).
 ME0603
 ME0603.The modeled gravity was interpolated from observed gravity values.
 ME0603
 ME0603;                    North         East    Units  Estimated Accuracy
 ME0603;SPC IN W     -   677,070.      925,740.      MT  (+/- 180 meters Scaled)
 ME0603
 ME0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187772(NAD 83)
 ME0603
 ME0603                          SUPERSEDED SURVEY CONTROL
 ME0603
 ME0603  NGVD 29 (??/??/92)  205.286  (m)          673.51   (f) ADJ UNCH    2 0
 ME0603
 ME0603.Superseded values are not recommended for survey control.
 ME0603
 ME0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0603.See file dsdata.pdf to determine how the superseded data were derived.
 ME0603
 ME0603_MARKER: DB = BENCH MARK DISK
 ME0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0603_SP_SET: BRIDGE
 ME0603_STAMPING: S 142 1946
 ME0603_MARK LOGO: CGS
 ME0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0603
 ME0603  HISTORY     - Date     Condition        Report By
 ME0603  HISTORY     - 1946     MONUMENTED       CGS
 ME0603
 ME0603                          STATION DESCRIPTION
 ME0603
 ME0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0603'4.8 MI SE FROM HANNA.
 ME0603'ABOUT 4.75 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE
 ME0603'PENNSYLVANIA RAILROAD STATION AT HANNA, AT THE INTERSECTION OF AN
 ME0603'EAST-WEST GRAVEL ROAD, ABOUT 100 YARDS SOUTHEAST OF A TWO STORY
 ME0603'HOUSE ON THE NORTH SIDE OF THE EAST-WEST ROAD, SET IN THE TOP
 ME0603'OF THE NORTHEAST CONCRETE WING WALL OF A 32 FOOT STEEL BRIDGE
 ME0603'OVER A DITCH ON THE EAST-WEST ROAD, 18 FEET NORTH OF THE ROAD,
 ME0603'9.5 FEET NORTH-NORTHEAST OF THE EAST END OF THE STEEL RAILING,
 ME0603'ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION, AND SET IN A
 ME0603'DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0372 ***********************************************************************
 ME0372  DESIGNATION -  S 144
 ME0372  PID         -  ME0372
 ME0372  STATE/COUNTY-  IN/MARSHALL
 ME0372  COUNTRY     -  US
 ME0372  USGS QUAD   -  PLYMOUTH (2019)
 ME0372
 ME0372                         *CURRENT SURVEY CONTROL
 ME0372  ______________________________________________________________________
 ME0372* NAD 83(1986) POSITION- 41 15 25.     (N) 086 15 17.     (W)   SCALED
 ME0372* NAVD 88 ORTHO HEIGHT -   248.446 (meters)      815.11  (feet) ADJUSTED
 ME0372  ______________________________________________________________________
 ME0372  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 ME0372  DYNAMIC HEIGHT  -        248.340 (meters)      814.76  (feet) COMP
 ME0372  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 ME0372
 ME0372  VERT ORDER      -  SECOND    CLASS 0
 ME0372
 ME0372.The horizontal coordinates were scaled from a map and have
 ME0372.an estimated accuracy of +/- 6 seconds.
 ME0372
 ME0372.The orthometric height was determined by differential leveling and
 ME0372.adjusted by the NATIONAL GEODETIC SURVEY
 ME0372.in June 1991.
 ME0372
 ME0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0372.GEOID18 height accuracy estimate available here.
 ME0372
 ME0372.Click photographs - Photos may exist for this station.
 ME0372
 ME0372.The dynamic height is computed by dividing the NAVD 88
 ME0372.geopotential number by the normal gravity value computed on the
 ME0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0372.degrees latitude (g = 980.6199 gals.).
 ME0372
 ME0372.The modeled gravity was interpolated from observed gravity values.
 ME0372
 ME0372;                    North         East    Units  Estimated Accuracy
 ME0372;SPC IN E     -   667,260.       50,720.      MT  (+/- 180 meters Scaled)
 ME0372
 ME0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL624675(NAD 83)
 ME0372
 ME0372                          SUPERSEDED SURVEY CONTROL
 ME0372
 ME0372  NGVD 29 (??/??/92)  248.564  (m)          815.50   (f) ADJ UNCH    2 0
 ME0372
 ME0372.Superseded values are not recommended for survey control.
 ME0372
 ME0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0372.See file dsdata.pdf to determine how the superseded data were derived.
 ME0372
 ME0372_MARKER: DB = BENCH MARK DISK
 ME0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0372_STAMPING: S 144 1946
 ME0372_MARK LOGO: CGS
 ME0372_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0372+STABILITY: SURFACE MOTION
 ME0372
 ME0372  HISTORY     - Date     Condition        Report By
 ME0372  HISTORY     - 1946     MONUMENTED       CGS
 ME0372  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0372  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0372
 ME0372                          STATION DESCRIPTION
 ME0372
 ME0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0372'1.6 MI N FROM ARGOS.
 ME0372'ABOUT 1.6 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0372'BUILDING AT ARGOS, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION
 ME0372'WITH A GRAVEL ROAD LEADING EAST, AT A TWO-STORY WHITE HOUSE ON
 ME0372'THE SOUTHWEST SIDE OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE
 ME0372'CENTER LINE OF THE HIGHWAY, 85 FEET NORTHEAST OF THE NORTH CORNER
 ME0372'OF THE HOUSE, 81 FEET NORTHWEST OF POWER LINE POLE NUMBER
 ME0372'278/186, 22 FEET SOUTHEAST OF POWER POLE NUMBER 278/185,
 ME0372'2 FEET SOUTHEAST OF A T FENCE CORNER, 1 FOOT NORTHEAST OF THE
 ME0372'SOUTHWEST RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 ME0372'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 ME0372'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0372
 ME0372                          STATION RECOVERY (1988)
 ME0372
 ME0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0372'MARK NOT FOUND.
 ME0372
 ME0372                          STATION RECOVERY (1990)
 ME0372
 ME0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1244 ***********************************************************************
 MD1244  DESIGNATION -  S 145
 MD1244  PID         -  MD1244
 MD1244  STATE/COUNTY-  IN/KOSCIUSKO
 MD1244  COUNTRY     -  US
 MD1244  USGS QUAD   -  BURKET (2019)
 MD1244
 MD1244                         *CURRENT SURVEY CONTROL
 MD1244  ______________________________________________________________________
 MD1244* NAD 83(1986) POSITION- 41 10 26.     (N) 085 58 31.     (W)   SCALED
 MD1244* NAVD 88 ORTHO HEIGHT -   260.824 (meters)      855.72  (feet) ADJUSTED
 MD1244  ______________________________________________________________________
 MD1244  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 MD1244  DYNAMIC HEIGHT  -        260.712 (meters)      855.35  (feet) COMP
 MD1244  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 MD1244
 MD1244  VERT ORDER      -  SECOND    CLASS 0
 MD1244
 MD1244.The horizontal coordinates were scaled from a map and have
 MD1244.an estimated accuracy of +/- 6 seconds.
 MD1244
 MD1244.The orthometric height was determined by differential leveling and
 MD1244.adjusted by the NATIONAL GEODETIC SURVEY
 MD1244.in June 1991.
 MD1244
 MD1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1244.GEOID18 height accuracy estimate available here.
 MD1244
 MD1244.Click photographs - Photos may exist for this station.
 MD1244
 MD1244.The dynamic height is computed by dividing the NAVD 88
 MD1244.geopotential number by the normal gravity value computed on the
 MD1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1244.degrees latitude (g = 980.6199 gals.).
 MD1244
 MD1244.The modeled gravity was interpolated from observed gravity values.
 MD1244
 MD1244;                    North         East    Units  Estimated Accuracy
 MD1244;SPC IN E     -   657,920.       74,100.      MT  (+/- 180 meters Scaled)
 MD1244
 MD1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL859585(NAD 83)
 MD1244
 MD1244                          SUPERSEDED SURVEY CONTROL
 MD1244
 MD1244  NGVD 29 (??/??/92)  260.955  (m)          856.15   (f) ADJ UNCH    2 0
 MD1244
 MD1244.Superseded values are not recommended for survey control.
 MD1244
 MD1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1244.See file dsdata.pdf to determine how the superseded data were derived.
 MD1244
 MD1244_MARKER: DB = BENCH MARK DISK
 MD1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1244_STAMPING: S 145 1946
 MD1244_MARK LOGO: CGS
 MD1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1244+STABILITY: SURFACE MOTION
 MD1244
 MD1244  HISTORY     - Date     Condition        Report By
 MD1244  HISTORY     - 1946     MONUMENTED       CGS
 MD1244  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 MD1244
 MD1244                          STATION DESCRIPTION
 MD1244
 MD1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1244'1.6 MI NW FROM BURKET.
 MD1244'1.15 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL BUILDING AT
 MD1244'BURKET, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 25, ABOUT 0.2
 MD1244'MILE EAST OF A 2-STORY WHITE FARM HOUSE ON THE NORTH SIDE OF THE
 MD1244'HIGHWAY, AT THE JUNCTION WITH A GRAVEL ROAD LEADING NORTH TO THE
 MD1244'VICINITY OF ATWOOD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD
 MD1244'LEADING NORTH, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MD1244'59 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE,
 MD1244'3 FEET NORTHEAST OF A VERTICAL IRON RAIL AT A FENCE CORNER,
 MD1244'1 1/2 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE,
 MD1244'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 MD1244'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1244'ABOUT 4 INCHES.  NOTE-- THIS MARK IS ABOUT 3.15 MILES EAST ALONG
 MD1244'STATE HIGHWAY 25 FROM THE METHODIST CHURCH AT MENTONE.
 MD1244
 MD1244                          STATION RECOVERY (1996)
 MD1244
 MD1244'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0992 ***********************************************************************
 LB0992  DESIGNATION -  S 146
 LB0992  PID         -  LB0992
 LB0992  STATE/COUNTY-  IN/CARROLL
 LB0992  COUNTRY     -  US
 LB0992  USGS QUAD   -  DELPHI (2019)
 LB0992
 LB0992                         *CURRENT SURVEY CONTROL
 LB0992  ______________________________________________________________________
 LB0992* NAD 83(1986) POSITION- 40 36 19.     (N) 086 37 32.     (W)   SCALED
 LB0992* NAVD 88 ORTHO HEIGHT -   192.939 (meters)      633.00  (feet) ADJUSTED
 LB0992  ______________________________________________________________________
 LB0992  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 LB0992  DYNAMIC HEIGHT  -        192.846 (meters)      632.70  (feet) COMP
 LB0992  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 LB0992
 LB0992  VERT ORDER      -  SECOND    CLASS 0
 LB0992
 LB0992.The horizontal coordinates were scaled from a map and have
 LB0992.an estimated accuracy of +/- 6 seconds.
 LB0992
 LB0992.The orthometric height was determined by differential leveling and
 LB0992.adjusted by the NATIONAL GEODETIC SURVEY
 LB0992.in June 1991.
 LB0992
 LB0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0992.GEOID18 height accuracy estimate available here.
 LB0992
 LB0992.Click photographs - Photos may exist for this station.
 LB0992
 LB0992.The dynamic height is computed by dividing the NAVD 88
 LB0992.geopotential number by the normal gravity value computed on the
 LB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0992.degrees latitude (g = 980.6199 gals.).
 LB0992
 LB0992.The modeled gravity was interpolated from observed gravity values.
 LB0992
 LB0992;                    North         East    Units  Estimated Accuracy
 LB0992;SPC IN W     -   594,830.      938,740.      MT  (+/- 180 meters Scaled)
 LB0992
 LB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316950(NAD 83)
 LB0992
 LB0992                          SUPERSEDED SURVEY CONTROL
 LB0992
 LB0992  NGVD 29 (??/??/92)  193.052  (m)          633.37   (f) ADJ UNCH    2 0
 LB0992
 LB0992.Superseded values are not recommended for survey control.
 LB0992
 LB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0992.See file dsdata.pdf to determine how the superseded data were derived.
 LB0992
 LB0992_MARKER: DB = BENCH MARK DISK
 LB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0992_STAMPING: S 146 1946
 LB0992_MARK LOGO: CGS
 LB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0992+STABILITY: SURFACE MOTION
 LB0992
 LB0992  HISTORY     - Date     Condition        Report By
 LB0992  HISTORY     - 1946     MONUMENTED       CGS
 LB0992
 LB0992                          STATION DESCRIPTION
 LB0992
 LB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0992'3.2 MI NE FROM DELPHI.
 LB0992'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COUNTY
 LB0992'COURT HOUSE AT DELPHI, THENCE 1.2 MILE EAST ALONG STATE HIGHWAY
 LB0992'218, AT THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE
 LB0992'SOUTHWEST QUARTER OF THE CROSS ROAD, 44 FEET SOUTH OF THE CENTER
 LB0992'LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF THE
 LB0992'NORTH-SOUTH ROAD, 6.5 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 1 FOOT
 LB0992'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND ABOUT 1 FOOT BELOW
 LB0992'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED S 146 1946 AND SET IN THE
 LB0992'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1179 ***********************************************************************
 LB1179  DESIGNATION -  S 147
 LB1179  PID         -  LB1179
 LB1179  STATE/COUNTY-  IN/WHITE
 LB1179  COUNTRY     -  US
 LB1179  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1179
 LB1179                         *CURRENT SURVEY CONTROL
 LB1179  ______________________________________________________________________
 LB1179* NAD 83(1986) POSITION- 40 41 01.     (N) 086 49 04.     (W)   SCALED
 LB1179* NAVD 88 ORTHO HEIGHT -   210.092 (meters)      689.28  (feet) ADJUSTED
 LB1179  ______________________________________________________________________
 LB1179  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 LB1179  DYNAMIC HEIGHT  -        209.993 (meters)      688.95  (feet) COMP
 LB1179  MODELED GRAVITY -    980,150.0   (mgal)                       NAVD 88
 LB1179
 LB1179  VERT ORDER      -  SECOND    CLASS 0
 LB1179
 LB1179.The horizontal coordinates were scaled from a map and have
 LB1179.an estimated accuracy of +/- 6 seconds.
 LB1179
 LB1179.The orthometric height was determined by differential leveling and
 LB1179.adjusted by the NATIONAL GEODETIC SURVEY
 LB1179.in June 1991.
 LB1179
 LB1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1179.GEOID18 height accuracy estimate available here.
 LB1179
 LB1179.Click photographs - Photos may exist for this station.
 LB1179
 LB1179.The dynamic height is computed by dividing the NAVD 88
 LB1179.geopotential number by the normal gravity value computed on the
 LB1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1179.degrees latitude (g = 980.6199 gals.).
 LB1179
 LB1179.The modeled gravity was interpolated from observed gravity values.
 LB1179
 LB1179;                    North         East    Units  Estimated Accuracy
 LB1179;SPC IN W     -   603,460.      922,450.      MT  (+/- 180 meters Scaled)
 LB1179
 LB1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL153036(NAD 83)
 LB1179
 LB1179                          SUPERSEDED SURVEY CONTROL
 LB1179
 LB1179  NGVD 29 (??/??/92)  210.188  (m)          689.59   (f) ADJ UNCH    2 0
 LB1179
 LB1179.Superseded values are not recommended for survey control.
 LB1179
 LB1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1179.See file dsdata.pdf to determine how the superseded data were derived.
 LB1179
 LB1179_MARKER: DB = BENCH MARK DISK
 LB1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1179_STAMPING: S 147 1946
 LB1179_MARK LOGO: CGS
 LB1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1179+STABILITY: SURFACE MOTION
 LB1179
 LB1179  HISTORY     - Date     Condition        Report By
 LB1179  HISTORY     - 1946     MONUMENTED       CGS
 LB1179  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB1179
 LB1179                          STATION DESCRIPTION
 LB1179
 LB1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1179'4.2 MI E FROM CHALMERS.
 LB1179'2.6 MILES EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1179'AT CHALMERS, THENCE 1.3 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 LB1179'0.35 MILE WEST ALONG THE AIRPORT ROAD, AT MONTICELLO AIRPORT,
 LB1179'40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL SHED, 30
 LB1179'FEET SOUTH OF A WELL PUMP, 3.5 FEET SOUTH OF A CONCRETE GATE
 LB1179'POST, 1.5 FEET WEST OF A NORTH-SOUTH FENCE LINE ALONG THE EAST
 LB1179'SIDE OF THE FIELD.  A STANDARD DISK, STAMPED S 147 1946 AND SET
 LB1179'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB1179
 LB1179                          STATION RECOVERY (1961)
 LB1179
 LB1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB1179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0960 ***********************************************************************
 ME0960  DESIGNATION -  S 149
 ME0960  PID         -  ME0960
 ME0960  STATE/COUNTY-  IN/PORTER
 ME0960  COUNTRY     -  US
 ME0960  USGS QUAD   -  PORTAGE (2019)
 ME0960
 ME0960                         *CURRENT SURVEY CONTROL
 ME0960  ______________________________________________________________________
 ME0960* NAD 83(1986) POSITION- 41 30 05.     (N) 087 09 00.     (W)   SCALED
 ME0960* NAVD 88 ORTHO HEIGHT -   208.147 (meters)      682.90  (feet) ADJUSTED
 ME0960  ______________________________________________________________________
 ME0960  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 ME0960  DYNAMIC HEIGHT  -        208.066 (meters)      682.63  (feet) COMP
 ME0960  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 ME0960
 ME0960  VERT ORDER      -  FIRST     CLASS I
 ME0960
 ME0960.The horizontal coordinates were scaled from a map and have
 ME0960.an estimated accuracy of +/- 6 seconds.
 ME0960
 ME0960.The orthometric height was determined by differential leveling and
 ME0960.adjusted by the NATIONAL GEODETIC SURVEY
 ME0960.in June 1991.
 ME0960
 ME0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0960.GEOID18 height accuracy estimate available here.
 ME0960
 ME0960.Click photographs - Photos may exist for this station.
 ME0960
 ME0960.The dynamic height is computed by dividing the NAVD 88
 ME0960.geopotential number by the normal gravity value computed on the
 ME0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0960.degrees latitude (g = 980.6199 gals.).
 ME0960
 ME0960.The modeled gravity was interpolated from observed gravity values.
 ME0960
 ME0960;                    North         East    Units  Estimated Accuracy
 ME0960;SPC IN W     -   694,240.      894,430.      MT  (+/- 180 meters Scaled)
 ME0960
 ME0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL874944(NAD 83)
 ME0960
 ME0960                          SUPERSEDED SURVEY CONTROL
 ME0960
 ME0960  NGVD 29 (01/19/93)  208.239  (m)          683.20   (f) ADJUSTED    1 1
 ME0960  NGVD 29 (??/??/92)  208.239  (m)          683.20   (f) SUPERSEDED  1 1
 ME0960
 ME0960.Superseded values are not recommended for survey control.
 ME0960
 ME0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0960.See file dsdata.pdf to determine how the superseded data were derived.
 ME0960
 ME0960_MARKER: DB = BENCH MARK DISK
 ME0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0960_STAMPING: S 149 1946
 ME0960_MARK LOGO: CGS
 ME0960_PROJECTION: FLUSH
 ME0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0960+STABILITY: SURFACE MOTION
 ME0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0960+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0960
 ME0960  HISTORY     - Date     Condition        Report By
 ME0960  HISTORY     - 1946     MONUMENTED       CGS
 ME0960  HISTORY     - 1968     GOOD             CGS
 ME0960  HISTORY     - 19920906 GOOD             NGS
 ME0960  HISTORY     - 20130215 MARK NOT FOUND   INDOT
 ME0960
 ME0960                          STATION DESCRIPTION
 ME0960
 ME0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0960'1.7 MI SE FROM WHEELER.
 ME0960'ABOUT 1.7 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0960'THE CROSSING OF PARK AVENUE AT WHEELER, 0.4 MILE SOUTHEAST
 ME0960'OF ROAD 475 WEST OVERPASS, NEAR MILEPOST 429, 44 FEET SOUTHWEST
 ME0960'OF THE CENTER LINE OF STATE HIGHWAY 130, 33 FEET NORTHEAST OF
 ME0960'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 9 FEET NORTHEAST
 ME0960'OF MILEPOST 429, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 ME0960'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 7, T 35 N,
 ME0960'R 6 W.  NOTE-- IT APPEARS AS THOUGH THE MARK HAS MOVED ABOUT
 ME0960'5 CM.
 ME0960
 ME0960                          STATION RECOVERY (1992)
 ME0960
 ME0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0960'8.5 KM (5.30 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME0960'IN VALPARAISO, 14.1 M (46.3 FT) NORTHEAST OF THE NEAR RAIL OF THE
 ME0960'CONRAIL RAILROAD, 13.5 M (44.3 FT) SOUTHWEST OF THE HIGHWAY
 ME0960'CENTERLINE, 5.3 M (17.4 FT) SOUTHWEST OF A UTILITY POLE, 2.7 M
 ME0960'(8.9 FT) NORTHEAST OF RAILROAD MILEPOST 429, 0.5 M (1.6 FT) ABOVE THE
 ME0960'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND
 ME0960'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0960
 ME0960                          STATION RECOVERY (2013)
 ME0960
 ME0960'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0960'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1581 ***********************************************************************
 LB1581  DESIGNATION -  S 15
 LB1581  PID         -  LB1581
 LB1581  STATE/COUNTY-  IN/WARREN
 LB1581  COUNTRY     -  US
 LB1581  USGS QUAD   -  WEST LEBANON (2019)
 LB1581
 LB1581                         *CURRENT SURVEY CONTROL
 LB1581  ______________________________________________________________________
 LB1581* NAD 83(1986) POSITION- 40 15 02.66   (N) 087 29 29.96   (W)   HD_HELD1
 LB1581* NAVD 88 ORTHO HEIGHT -   216.211 (meters)      709.35  (feet) ADJUSTED
 LB1581  ______________________________________________________________________
 LB1581  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 LB1581  DYNAMIC HEIGHT  -        216.102 (meters)      708.99  (feet) COMP
 LB1581  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB1581
 LB1581  VERT ORDER      -  FIRST     CLASS II
 LB1581
 LB1581.The horizontal coordinates were determined by differentially corrected
 LB1581.hand held GPS observations or other comparable positioning techniques
 LB1581.and have an estimated accuracy of +/- 3 meters.
 LB1581
 LB1581.The orthometric height was determined by differential leveling and
 LB1581.adjusted by the NATIONAL GEODETIC SURVEY
 LB1581.in June 1991.
 LB1581
 LB1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1581.GEOID18 height accuracy estimate available here.
 LB1581
 LB1581.Click photographs - Photos may exist for this station.
 LB1581
 LB1581.The dynamic height is computed by dividing the NAVD 88
 LB1581.geopotential number by the normal gravity value computed on the
 LB1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1581.degrees latitude (g = 980.6199 gals.).
 LB1581
 LB1581.The modeled gravity was interpolated from observed gravity values.
 LB1581
 LB1581;                    North         East    Units  Estimated Accuracy
 LB1581;SPC IN W     -   555,438.0     865,260.8     MT  (+/- 3 meters HH1 GPS) 
 LB1581
 LB1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5818655703(NAD 83)
 LB1581
 LB1581                          SUPERSEDED SURVEY CONTROL
 LB1581
 LB1581  NGVD 29 (??/??/92)  216.246  (m)          709.47   (f) ADJ UNCH    1 2
 LB1581
 LB1581.Superseded values are not recommended for survey control.
 LB1581
 LB1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1581.See file dsdata.pdf to determine how the superseded data were derived.
 LB1581
 LB1581_MARKER: DB = BENCH MARK DISK
 LB1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1581_STAMPING: S 15 1934
 LB1581_MARK LOGO: CGS
 LB1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1581+STABILITY: SURFACE MOTION
 LB1581
 LB1581  HISTORY     - Date     Condition        Report By
 LB1581  HISTORY     - 1934     MONUMENTED       CGS
 LB1581  HISTORY     - 1934     GOOD             CGS
 LB1581
 LB1581                          STATION DESCRIPTION
 LB1581
 LB1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1581'3.8 MI S FROM SLOAN.
 LB1581'3.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1581'STATION AT SLOAN, WARREN COUNTY, 75 FEET EAST OF MILEPOST 117,
 LB1581'AT A DIRT-ROAD CROSSING, 39 FEET EAST OF THE EAST RAIL OF THE
 LB1581'MAIN TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A FENCE
 LB1581'CORNER, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 LB1581'STAMPED S 15 1934 AND SET IN THE TOP OF A CONCRETE POST.  THIS
 LB1581'BENCH MARK MAY BE REACHED FROM THE WABASH RAILWAY CROSSING AT
 LB1581'MARSHFIELD BY GOING 2.0 MILES WEST ALONG A GRAVEL ROAD TO THE
 LB1581'NEW YORK CENTRAL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0534 ***********************************************************************
 ME0534  DESIGNATION -  S 150
 ME0534  PID         -  ME0534
 ME0534  STATE/COUNTY-  IN/STARKE
 ME0534  COUNTRY     -  US
 ME0534  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0534
 ME0534                         *CURRENT SURVEY CONTROL
 ME0534  ______________________________________________________________________
 ME0534* NAD 83(1986) POSITION- 41 23 46.     (N) 086 40 29.     (W)   SCALED
 ME0534* NAVD 88 ORTHO HEIGHT -   206.105 (meters)      676.20  (feet) ADJUSTED
 ME0534  ______________________________________________________________________
 ME0534  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME0534  DYNAMIC HEIGHT  -        206.022 (meters)      675.92  (feet) COMP
 ME0534  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 ME0534
 ME0534  VERT ORDER      -  FIRST     CLASS II
 ME0534
 ME0534.The horizontal coordinates were scaled from a map and have
 ME0534.an estimated accuracy of +/- 6 seconds.
 ME0534
 ME0534.The orthometric height was determined by differential leveling and
 ME0534.adjusted by the NATIONAL GEODETIC SURVEY
 ME0534.in June 1991.
 ME0534
 ME0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0534.GEOID18 height accuracy estimate available here.
 ME0534
 ME0534.Click photographs - Photos may exist for this station.
 ME0534
 ME0534.The dynamic height is computed by dividing the NAVD 88
 ME0534.geopotential number by the normal gravity value computed on the
 ME0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0534.degrees latitude (g = 980.6199 gals.).
 ME0534
 ME0534.The modeled gravity was interpolated from observed gravity values.
 ME0534
 ME0534;                    North         East    Units  Estimated Accuracy
 ME0534;SPC IN W     -   682,630.      934,170.      MT  (+/- 180 meters Scaled)
 ME0534
 ME0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL271827(NAD 83)
 ME0534
 ME0534                          SUPERSEDED SURVEY CONTROL
 ME0534
 ME0534  NGVD 29 (??/??/92)  206.20   (m)          676.5    (f) COMPUTED    1 2
 ME0534
 ME0534.Superseded values are not recommended for survey control.
 ME0534
 ME0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0534.See file dsdata.pdf to determine how the superseded data were derived.
 ME0534
 ME0534_MARKER: DB = BENCH MARK DISK
 ME0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0534_STAMPING: S 150 1946
 ME0534_MARK LOGO: CGS
 ME0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0534+STABILITY: SURFACE MOTION
 ME0534
 ME0534  HISTORY     - Date     Condition        Report By
 ME0534  HISTORY     - 1946     MONUMENTED       CGS
 ME0534  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME0534
 ME0534                          STATION DESCRIPTION
 ME0534
 ME0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0534'4.8 MI W FROM HAMLET.
 ME0534'ABOUT 4.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0534'STATION AT HAMLET, STARKE COUNTY, 28 FEET NORTH OF MILEPOST 403,
 ME0534'12 FEET SOUTHEAST OF POWER POLE 277/028, 36 FEET SOUTH OF THE
 ME0534'CENTER LINE OF U.S. HIGHWAY 30, 37 FEET NORTH OF THE NORTH RAIL
 ME0534'OF THE NORTH TRACK, 2.0 FEET EAST OF A WHITE WOODEN WITNESS POST,
 ME0534'AND ABOUT 10 FEET LOWER THAN THE TRACK.  A BRONZE DISK, STAMPED
 ME0534'S 150 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0534'5 INCHES ABOVE GROUND.
 ME0534
 ME0534                          STATION RECOVERY (1968)
 ME0534
 ME0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0490 ***********************************************************************
 ME0490  DESIGNATION -  S 153
 ME0490  PID         -  ME0490
 ME0490  STATE/COUNTY-  IN/LA PORTE
 ME0490  COUNTRY     -  US
 ME0490  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0490
 ME0490                         *CURRENT SURVEY CONTROL
 ME0490  ______________________________________________________________________
 ME0490* NAD 83(1986) POSITION- 41 28 34.     (N) 086 42 00.     (W)   SCALED
 ME0490* NAVD 88 ORTHO HEIGHT -   219.622 (meters)      720.54  (feet) ADJUSTED
 ME0490  ______________________________________________________________________
 ME0490  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 ME0490  DYNAMIC HEIGHT  -        219.534 (meters)      720.25  (feet) COMP
 ME0490  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 ME0490
 ME0490  VERT ORDER      -  SECOND    CLASS 0
 ME0490
 ME0490.The horizontal coordinates were scaled from a map and have
 ME0490.an estimated accuracy of +/- 6 seconds.
 ME0490
 ME0490.The orthometric height was determined by differential leveling and
 ME0490.adjusted by the NATIONAL GEODETIC SURVEY
 ME0490.in June 1991.
 ME0490
 ME0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0490.GEOID18 height accuracy estimate available here.
 ME0490
 ME0490.Click photographs - Photos may exist for this station.
 ME0490
 ME0490.The dynamic height is computed by dividing the NAVD 88
 ME0490.geopotential number by the normal gravity value computed on the
 ME0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0490.degrees latitude (g = 980.6199 gals.).
 ME0490
 ME0490.The modeled gravity was interpolated from observed gravity values.
 ME0490
 ME0490;                    North         East    Units  Estimated Accuracy
 ME0490;SPC IN W     -   691,500.      932,020.      MT  (+/- 180 meters Scaled)
 ME0490
 ME0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL250916(NAD 83)
 ME0490
 ME0490                          SUPERSEDED SURVEY CONTROL
 ME0490
 ME0490  NGVD 29 (??/??/92)  219.730  (m)          720.90   (f) ADJ UNCH    2 0
 ME0490
 ME0490.Superseded values are not recommended for survey control.
 ME0490
 ME0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0490.See file dsdata.pdf to determine how the superseded data were derived.
 ME0490
 ME0490_MARKER: DB = BENCH MARK DISK
 ME0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0490_STAMPING: S 153 1946
 ME0490_MARK LOGO: CGS
 ME0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0490+STABILITY: SURFACE MOTION
 ME0490
 ME0490  HISTORY     - Date     Condition        Report By
 ME0490  HISTORY     - 1946     MONUMENTED       CGS
 ME0490  HISTORY     - 1989     POOR             USPSQD
 ME0490
 ME0490                          STATION DESCRIPTION
 ME0490
 ME0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0490'4.9 MI E FROM UNION MILLS.
 ME0490'ABOUT 2.2 MILES EAST, 0.5 MILE SOUTH, 1.7 MILES EAST, AND 0.5
 ME0490'MILE SOUTH ALONG COUNTY ROADS FROM THE CROSSROADS AT UNION
 ME0490'MILLS, LA PORTE COUNTY, ABOUT 1.2 MILES WEST ALONG WAYLAND ROAD
 ME0490'FROM THE JUNCTION WITH U.S. HIGHWAY 6 AT BLUHMS CORNER, AT THE
 ME0490'JUNCTION OF WAYLAND ROAD AND A COUNTY ROAD LEADING NORTH, IN
 ME0490'KINGSFORD HEIGHTS DEFENSE HOUSING PROJECT, 48 FEET EAST OF THE
 ME0490'CENTER LINE OF THE COUNTY ROAD, 23 FEET SOUTH OF THE CENTER LINE
 ME0490'OF WAYLAND ROAD, 34 FEET WEST OF AN 8-INCH OAK TREE, 21 FEET EAST
 ME0490'OF A 28-INCH MAPLE TREE, 1.5 FEET NORTH OF THE NORTH EDGE OF THE
 ME0490'SIDEWALK ALONG WAYLAND ROAD, 2 FEET EAST OF A WHITE WOODEN
 ME0490'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN WAYLAND ROAD.  A BRONZE
 ME0490'DISK, STAMPED S 153 1946 AND SET IN THE TOP OF A CONCRETE POST
 ME0490'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ME0490
 ME0490                          STATION RECOVERY (1989)
 ME0490
 ME0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0490'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0800 ***********************************************************************
 ME0800  DESIGNATION -  S 154
 ME0800  PID         -  ME0800
 ME0800  STATE/COUNTY-  IN/LA PORTE
 ME0800  COUNTRY     -  US
 ME0800  USGS QUAD   -  STILLWELL (2019)
 ME0800
 ME0800                         *CURRENT SURVEY CONTROL
 ME0800  ______________________________________________________________________
 ME0800* NAD 83(1986) POSITION- 41 33 12.3    (N) 086 31 11.6    (W)   HD_HELD2
 ME0800* NAVD 88 ORTHO HEIGHT -   210.963 (meters)      692.13  (feet) ADJUSTED
 ME0800  ______________________________________________________________________
 ME0800  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 ME0800  DYNAMIC HEIGHT  -        210.880 (meters)      691.86  (feet) COMP
 ME0800  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 ME0800
 ME0800  VERT ORDER      -  SECOND    CLASS 0
 ME0800
 ME0800.The horizontal coordinates were established by autonomous hand held GPS
 ME0800.observations and have an estimated accuracy of +/- 10 meters.
 ME0800
 ME0800.The orthometric height was determined by differential leveling and
 ME0800.adjusted by the NATIONAL GEODETIC SURVEY
 ME0800.in June 1991.
 ME0800
 ME0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0800.GEOID18 height accuracy estimate available here.
 ME0800
 ME0800.Click photographs - Photos may exist for this station.
 ME0800
 ME0800.The dynamic height is computed by dividing the NAVD 88
 ME0800.geopotential number by the normal gravity value computed on the
 ME0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0800.degrees latitude (g = 980.6199 gals.).
 ME0800
 ME0800.The modeled gravity was interpolated from observed gravity values.
 ME0800
 ME0800;                    North         East    Units  Estimated Accuracy
 ME0800;SPC IN W     -   700,172.      947,005.      MT  (+/- 10 meters HH2 GPS)
 ME0800
 ME0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4003800305(NAD 83)
 ME0800
 ME0800                          SUPERSEDED SURVEY CONTROL
 ME0800
 ME0800  NGVD 29 (??/??/92)  211.071  (m)          692.49   (f) ADJ UNCH    2 0
 ME0800
 ME0800.Superseded values are not recommended for survey control.
 ME0800
 ME0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0800.See file dsdata.pdf to determine how the superseded data were derived.
 ME0800
 ME0800_MARKER: DB = BENCH MARK DISK
 ME0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0800_STAMPING: S 154 1946
 ME0800_MARK LOGO: CGS
 ME0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0800+STABILITY: SURFACE MOTION
 ME0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0800+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0800
 ME0800  HISTORY     - Date     Condition        Report By
 ME0800  HISTORY     - 1946     MONUMENTED       CGS
 ME0800  HISTORY     - 1989     GOOD             USPSQD
 ME0800  HISTORY     - 20171019 GOOD             LFA
 ME0800
 ME0800                          STATION DESCRIPTION
 ME0800
 ME0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0800'5.6 MI NW FROM NORTH LIBERTY.
 ME0800'ABOUT 5.55 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 ME0800'OF STATE HIGHWAY 23 AT NORTH LIBERTY, AT THE JUNCTION OF A GRAVEL
 ME0800'ROAD LEADING NORTH TO MILL CREEK, 114 FEET SOUTHWEST OF THE
 ME0800'SOUTHWEST CORNER OF THE CHRISTINE HARTMANS RESIDENCE, 95 FEET
 ME0800'SOUTH OF THE CENTER LINE OF THE DRIVE WAY TO THE HOUSE, 45 FEET
 ME0800'NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER
 ME0800'LINE OF THE ROAD LEADING NORTH, 15 FEET NORTH OF A FENCE CORNER
 ME0800'POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 ME0800'THE CENTER OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ME0800'POST PROJECTING 6 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM
 ME0800'THE POST OFFICE AT MILL CREEK BY GOING ABOUT 0.2 MILE SOUTH, THENCE
 ME0800'ABOUT 0.25 MILE EAST, THENCE ABOUT 1.85 MILE SOUTH TO THE
 ME0800'JUNCTION OF STATE HIGHWAY 4.
 ME0800
 ME0800                          STATION RECOVERY (1989)
 ME0800
 ME0800'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0800'RECOVERED IN GOOD CONDITION.
 ME0800
 ME0800                          STATION RECOVERY (2017)
 ME0800
 ME0800'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0885 ***********************************************************************
 ME0885  DESIGNATION -  S 155
 ME0885  PID         -  ME0885
 ME0885  STATE/COUNTY-  IN/LA PORTE
 ME0885  COUNTRY     -  US
 ME0885  USGS QUAD   -  NEW CARLISLE (2019)
 ME0885
 ME0885                         *CURRENT SURVEY CONTROL
 ME0885  ______________________________________________________________________
 ME0885* NAD 83(1986) POSITION- 41 37 40.     (N) 086 31 48.     (W)   SCALED
 ME0885* NAVD 88 ORTHO HEIGHT -   226.583 (meters)      743.38  (feet) ADJUSTED
 ME0885  ______________________________________________________________________
 ME0885  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME0885  DYNAMIC HEIGHT  -        226.494 (meters)      743.09  (feet) COMP
 ME0885  MODELED GRAVITY -    980,227.8   (mgal)                       NAVD 88
 ME0885
 ME0885  VERT ORDER      -  SECOND    CLASS 0
 ME0885
 ME0885.The horizontal coordinates were scaled from a map and have
 ME0885.an estimated accuracy of +/- 6 seconds.
 ME0885
 ME0885.The orthometric height was determined by differential leveling and
 ME0885.adjusted by the NATIONAL GEODETIC SURVEY
 ME0885.in June 1991.
 ME0885
 ME0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0885.GEOID18 height accuracy estimate available here.
 ME0885
 ME0885.Click photographs - Photos may exist for this station.
 ME0885
 ME0885.The dynamic height is computed by dividing the NAVD 88
 ME0885.geopotential number by the normal gravity value computed on the
 ME0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0885.degrees latitude (g = 980.6199 gals.).
 ME0885
 ME0885.The modeled gravity was interpolated from observed gravity values.
 ME0885
 ME0885;                    North         East    Units  Estimated Accuracy
 ME0885;SPC IN W     -   708,430.      946,110.      MT  (+/- 180 meters Scaled)
 ME0885
 ME0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM391085(NAD 83)
 ME0885
 ME0885                          SUPERSEDED SURVEY CONTROL
 ME0885
 ME0885  NGVD 29 (??/??/92)  226.687  (m)          743.72   (f) ADJ UNCH    2 0
 ME0885
 ME0885.Superseded values are not recommended for survey control.
 ME0885
 ME0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0885.See file dsdata.pdf to determine how the superseded data were derived.
 ME0885
 ME0885_MARKER: DB = BENCH MARK DISK
 ME0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0885_STAMPING: S 155 1946
 ME0885_MARK LOGO: CGS
 ME0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0885+STABILITY: SURFACE MOTION
 ME0885
 ME0885  HISTORY     - Date     Condition        Report By
 ME0885  HISTORY     - 1946     MONUMENTED       CGS
 ME0885  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0885
 ME0885                          STATION DESCRIPTION
 ME0885
 ME0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0885'3.4 MI N FROM MILL CREEK.
 ME0885'ABOUT 3.4 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE
 ME0885'AT MILL CREEK, AT THE JUNCTION OF AN EAST-WEST ROAD, AND THE
 ME0885'SARKTON SCHOOL, SET IN THE NORTHEAST CORNER OF THE SCHOOL YARD,
 ME0885'168 FEET SOUTHEAST AND ACROSS THE EAST-WEST ROAD FROM THE
 ME0885'SOUTHEAST CORNER OF THE SAUKTOWN CHRISTIAN CHURCH, 162 FEET
 ME0885'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH TO MILL CREEK,
 ME0885'95 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME SCHOOL
 ME0885'BUILDING, 59 FEET EAST OF THE NORTHEAST CORNER OF A FRAME SHED,
 ME0885'22 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST COUNTY ROAD,
 ME0885'ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 ME0885'CONCRETE POST PROJECTING 5 INCHES.
 ME0885
 ME0885                          STATION RECOVERY (1989)
 ME0885
 ME0885'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0885'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1355 ***********************************************************************
 ME1355  DESIGNATION -  S 156
 ME1355  PID         -  ME1355
 ME1355  STATE/COUNTY-  IN/JASPER
 ME1355  COUNTRY     -  US
 ME1355  USGS QUAD   -  DEMOTTE (2019)
 ME1355
 ME1355                         *CURRENT SURVEY CONTROL
 ME1355  ______________________________________________________________________
 ME1355* NAD 83(1986) POSITION- 41 11 41.     (N) 087 09 34.     (W)   SCALED
 ME1355* NAVD 88 ORTHO HEIGHT -   202.451 (meters)      664.21  (feet) ADJUSTED
 ME1355  ______________________________________________________________________
 ME1355  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 ME1355  DYNAMIC HEIGHT  -        202.365 (meters)      663.93  (feet) COMP
 ME1355  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 ME1355
 ME1355  VERT ORDER      -  SECOND    CLASS 0
 ME1355
 ME1355.The horizontal coordinates were scaled from a map and have
 ME1355.an estimated accuracy of +/- 6 seconds.
 ME1355
 ME1355.The orthometric height was determined by differential leveling and
 ME1355.adjusted by the NATIONAL GEODETIC SURVEY
 ME1355.in June 1991.
 ME1355
 ME1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1355.GEOID18 height accuracy estimate available here.
 ME1355
 ME1355.Click photographs - Photos may exist for this station.
 ME1355
 ME1355.The dynamic height is computed by dividing the NAVD 88
 ME1355.geopotential number by the normal gravity value computed on the
 ME1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1355.degrees latitude (g = 980.6199 gals.).
 ME1355
 ME1355.The modeled gravity was interpolated from observed gravity values.
 ME1355
 ME1355;                    North         East    Units  Estimated Accuracy
 ME1355;SPC IN W     -   660,190.      893,620.      MT  (+/- 180 meters Scaled)
 ME1355
 ME1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL866603(NAD 83)
 ME1355
 ME1355                          SUPERSEDED SURVEY CONTROL
 ME1355
 ME1355  NGVD 29 (??/??/92)  202.540  (m)          664.50   (f) ADJ UNCH    2 0
 ME1355
 ME1355.Superseded values are not recommended for survey control.
 ME1355
 ME1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1355.See file dsdata.pdf to determine how the superseded data were derived.
 ME1355
 ME1355_MARKER: DB = BENCH MARK DISK
 ME1355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME1355+WITH SETTING: PAVEMENT
 ME1355_SP_SET: SIGNAL BASE
 ME1355_STAMPING: S 156 1946
 ME1355_MARK LOGO: CGS
 ME1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1355+STABILITY: SURFACE MOTION
 ME1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1355+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 ME1355
 ME1355  HISTORY     - Date     Condition        Report By
 ME1355  HISTORY     - 1946     MONUMENTED       CGS
 ME1355  HISTORY     - 20120327 GOOD             IN-073
 ME1355  HISTORY     - 20140807 GOOD             INDOT
 ME1355
 ME1355                          STATION DESCRIPTION
 ME1355
 ME1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1355'2 MI E FROM DEMOTTE.
 ME1355'ABOUT 2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1355'THE STATION AT DEMOTTE, 0.1 MILE WEST OF KERSEY STATION, AT A
 ME1355'GRAVEL ROAD CROSSING, 74 FEET EAST OF THE CENTER LINE OF THE
 ME1355'ROAD, 8.2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 60.5 FEET
 ME1355'SOUTHWEST AND ACROSS THE TRACK FROM POLE 63/21, 169 FEET WEST
 ME1355'OF THE WEST END OF TRESTLE NUMBER 63.40, SET IN THE CENTER OF THE
 ME1355'TOP OF AN OLD 2 FT X 2 FT CONCRETE SIGNAL BASE, ABOUT 1 FOOT
 ME1355'BELOW TRACK LEVEL AND FLUSH WITH THE GROUND.
 ME1355
 ME1355                          STATION RECOVERY (2012)
 ME1355
 ME1355'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1355'RECOVERED IN GOOD CONDITION.
 ME1355
 ME1355                          STATION RECOVERY (2014)
 ME1355
 ME1355'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME1355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1354 ***********************************************************************
 LB1354  DESIGNATION -  S 157
 LB1354  PID         -  LB1354
 LB1354  STATE/COUNTY-  IN/JASPER
 LB1354  COUNTRY     -  US
 LB1354  USGS QUAD   -  RENSSELAER (2019)
 LB1354
 LB1354                         *CURRENT SURVEY CONTROL
 LB1354  ______________________________________________________________________
 LB1354* NAD 83(1986) POSITION- 40 56 28.     (N) 087 10 55.     (W)   SCALED
 LB1354* NAVD 88 ORTHO HEIGHT -   204.314 (meters)      670.32  (feet) ADJUSTED
 LB1354  ______________________________________________________________________
 LB1354  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LB1354  DYNAMIC HEIGHT  -        204.226 (meters)      670.03  (feet) COMP
 LB1354  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 LB1354
 LB1354  VERT ORDER      -  SECOND    CLASS 0
 LB1354
 LB1354.This mark is at Jasper County Airport (RZL)
 LB1354
 LB1354.The horizontal coordinates were scaled from a map and have
 LB1354.an estimated accuracy of +/- 6 seconds.
 LB1354
 LB1354.The orthometric height was determined by differential leveling and
 LB1354.adjusted by the NATIONAL GEODETIC SURVEY
 LB1354.in June 1991.
 LB1354
 LB1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1354.GEOID18 height accuracy estimate available here.
 LB1354
 LB1354.Click photographs - Photos may exist for this station.
 LB1354
 LB1354.The dynamic height is computed by dividing the NAVD 88
 LB1354.geopotential number by the normal gravity value computed on the
 LB1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1354.degrees latitude (g = 980.6199 gals.).
 LB1354
 LB1354.The modeled gravity was interpolated from observed gravity values.
 LB1354
 LB1354;                    North         East    Units  Estimated Accuracy
 LB1354;SPC IN W     -   632,020.      891,700.      MT  (+/- 180 meters Scaled)
 LB1354
 LB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL846322(NAD 83)
 LB1354
 LB1354                          SUPERSEDED SURVEY CONTROL
 LB1354
 LB1354  NGVD 29 (??/??/92)  204.400  (m)          670.60   (f) ADJ UNCH    2 0
 LB1354
 LB1354.Superseded values are not recommended for survey control.
 LB1354
 LB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1354.See file dsdata.pdf to determine how the superseded data were derived.
 LB1354
 LB1354_MARKER: DB = BENCH MARK DISK
 LB1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1354_STAMPING: S 157 1946
 LB1354_MARK LOGO: CGS
 LB1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1354+STABILITY: SURFACE MOTION
 LB1354
 LB1354  HISTORY     - Date     Condition        Report By
 LB1354  HISTORY     - 1946     MONUMENTED       CGS
 LB1354  HISTORY     - 20180318 MARK NOT FOUND   INDOT
 LB1354
 LB1354                          STATION DESCRIPTION
 LB1354
 LB1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1354'1.8 MI W FROM RENSSELAER.
 LB1354'ABOUT 1.8 MILE WEST ALONG STATE HIGHWAY 114 FROM THE COURT
 LB1354'HOUSE AT RENSSELAER, AT THE ENTRANCE TO THE RENSSELAER AIRPORT,
 LB1354'36.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 74 FEET EAST
 LB1354'OF THE CENTER OF THE ENTRANCE GATE, 152.5 FEET SOUTH OF THE
 LB1354'SOUTHEAST CORNER OF A CONCRETE BLOCK HANGER BUILDING AND IN LINE
 LB1354'WITH THE EAST FACE OF THE BUILDING, 1 FOOT NORTH OF THE HIGHWAY
 LB1354'RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1354
 LB1354                          STATION RECOVERY (2018)
 LB1354
 LB1354'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1175 ***********************************************************************
 MD1175  DESIGNATION -  S 158
 MD1175  PID         -  MD1175
 MD1175  STATE/COUNTY-  IN/ELKHART
 MD1175  COUNTRY     -  US
 MD1175  USGS QUAD   -  MILFORD (2019)
 MD1175
 MD1175                         *CURRENT SURVEY CONTROL
 MD1175  ______________________________________________________________________
 MD1175* NAD 83(1986) POSITION- 41 26 59.     (N) 085 48 22.     (W)   SCALED
 MD1175* NAVD 88 ORTHO HEIGHT -   262.167 (meters)      860.13  (feet) ADJUSTED
 MD1175  ______________________________________________________________________
 MD1175  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 MD1175  DYNAMIC HEIGHT  -        262.063 (meters)      859.79  (feet) COMP
 MD1175  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 MD1175
 MD1175  VERT ORDER      -  SECOND    CLASS 0
 MD1175
 MD1175.The horizontal coordinates were scaled from a map and have
 MD1175.an estimated accuracy of +/- 6 seconds.
 MD1175
 MD1175.The orthometric height was determined by differential leveling and
 MD1175.adjusted by the NATIONAL GEODETIC SURVEY
 MD1175.in June 1991.
 MD1175
 MD1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1175.GEOID18 height accuracy estimate available here.
 MD1175
 MD1175.Click photographs - Photos may exist for this station.
 MD1175
 MD1175.The dynamic height is computed by dividing the NAVD 88
 MD1175.geopotential number by the normal gravity value computed on the
 MD1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1175.degrees latitude (g = 980.6199 gals.).
 MD1175
 MD1175.The modeled gravity was interpolated from observed gravity values.
 MD1175
 MD1175;                    North         East    Units  Estimated Accuracy
 MD1175;SPC IN E     -   688,510.       88,350.      MT  (+/- 180 meters Scaled)
 MD1175
 MD1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL997893(NAD 83)
 MD1175
 MD1175                          SUPERSEDED SURVEY CONTROL
 MD1175
 MD1175  NGVD 29 (??/??/92)  262.296  (m)          860.55   (f) ADJ UNCH    2 0
 MD1175
 MD1175.Superseded values are not recommended for survey control.
 MD1175
 MD1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1175.See file dsdata.pdf to determine how the superseded data were derived.
 MD1175
 MD1175_MARKER: DB = BENCH MARK DISK
 MD1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1175_SP_SET: ABUTMENT
 MD1175_STAMPING: S 158 1946
 MD1175_MARK LOGO: CGS
 MD1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1175
 MD1175  HISTORY     - Date     Condition        Report By
 MD1175  HISTORY     - 1946     MONUMENTED       CGS
 MD1175  HISTORY     - 1973     MARK NOT FOUND   NGS
 MD1175  HISTORY     - 19930108 MARK NOT FOUND   NGS
 MD1175
 MD1175                          STATION DESCRIPTION
 MD1175
 MD1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1175'12.5 MI SW FROM LIGONIER.
 MD1175'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1175'LIGONIER, THENCE ABOUT 11.5 MILES WEST ALONG U.S. HIGHWAY 6,
 MD1175'ABOUT 1.1 MILES EAST OF THE BETHANY CHURCH OF THE BRETHREN, ABOUT
 MD1175'0.3 MILE EAST OF A CROSSROADS, SET IN THE TOP OF THE NORTH END OF
 MD1175'THE WEST ABUTMENT OF A 13 FOOT CONCRETE BRIDGE WITH CONCRETE
 MD1175'BANISTERS, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 MD1175'0.4 FOOT ABOVE THE BRIDGE FLOOR.
 MD1175
 MD1175                          STATION RECOVERY (1973)
 MD1175
 MD1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MD1175'MARK NOT FOUND.
 MD1175
 MD1175                          STATION RECOVERY (1993)
 MD1175
 MD1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1175'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1132 ***********************************************************************
 MD1132  DESIGNATION -  S 159
 MD1132  PID         -  MD1132
 MD1132  STATE/COUNTY-  IN/KOSCIUSKO
 MD1132  COUNTRY     -  US
 MD1132  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1132
 MD1132                         *CURRENT SURVEY CONTROL
 MD1132  ______________________________________________________________________
 MD1132* NAD 83(1986) POSITION- 41 21 03.     (N) 085 42 03.     (W)   SCALED
 MD1132* NAVD 88 ORTHO HEIGHT -   284.968 (meters)      934.93  (feet) ADJUSTED
 MD1132  ______________________________________________________________________
 MD1132  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 MD1132  DYNAMIC HEIGHT  -        284.849 (meters)      934.54  (feet) COMP
 MD1132  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 MD1132
 MD1132  VERT ORDER      -  SECOND    CLASS 0
 MD1132
 MD1132.The horizontal coordinates were scaled from a map and have
 MD1132.an estimated accuracy of +/- 6 seconds.
 MD1132
 MD1132.The orthometric height was determined by differential leveling and
 MD1132.adjusted by the NATIONAL GEODETIC SURVEY
 MD1132.in June 1991.
 MD1132
 MD1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1132.GEOID18 height accuracy estimate available here.
 MD1132
 MD1132.Click photographs - Photos may exist for this station.
 MD1132
 MD1132.The dynamic height is computed by dividing the NAVD 88
 MD1132.geopotential number by the normal gravity value computed on the
 MD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1132.degrees latitude (g = 980.6199 gals.).
 MD1132
 MD1132.The modeled gravity was interpolated from observed gravity values.
 MD1132
 MD1132;                    North         East    Units  Estimated Accuracy
 MD1132;SPC IN E     -   677,520.       97,140.      MT  (+/- 180 meters Scaled)
 MD1132
 MD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL086785(NAD 83)
 MD1132
 MD1132                          SUPERSEDED SURVEY CONTROL
 MD1132
 MD1132  NGVD 29 (??/??/92)  285.091  (m)          935.34   (f) ADJ UNCH    2 0
 MD1132
 MD1132.Superseded values are not recommended for survey control.
 MD1132
 MD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1132.See file dsdata.pdf to determine how the superseded data were derived.
 MD1132
 MD1132_MARKER: DB = BENCH MARK DISK
 MD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1132_STAMPING: S 159 1946
 MD1132_MARK LOGO: CGS
 MD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1132+STABILITY: SURFACE MOTION
 MD1132
 MD1132  HISTORY     - Date     Condition        Report By
 MD1132  HISTORY     - 1946     MONUMENTED       CGS
 MD1132  HISTORY     - 19970626 GOOD             USPSQD
 MD1132
 MD1132                          STATION DESCRIPTION
 MD1132
 MD1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1132'1.8 MI N FROM NORTH WEBSTER.
 MD1132'1.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1132'NORTH WEBSTER, AT A CROSSROADS AND THE APOSTOLIC CHURCH, SET IN
 MD1132'THE NORTHWEST CORNER OF THE CHURCH YARD, 219 FEET NORTH OF THE
 MD1132'CENTER LINE OF THE EAST-WEST ROAD, 55 FEET NORTHWEST OF THE
 MD1132'NORTHWEST CORNER OF THE CHURCH BUILDING, 44 FEET EAST OF THE
 MD1132'CENTER LINE OF THE HIGHWAY, 4.5 FEET EAST OF A TELEPHONE POLE
 MD1132'USED AS A FENCE CORNER POST, 5 FEET EAST OF A WHITE WOODEN
 MD1132'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 MD1132'OF A CONCRETE POST PROJECTING 4 INCHES.
 MD1132
 MD1132                          STATION RECOVERY (1997)
 MD1132
 MD1132'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0260 ***********************************************************************
 JA0260  DESIGNATION -  S 16
 JA0260  PID         -  JA0260
 JA0260  STATE/COUNTY-  IN/HARRISON
 JA0260  COUNTRY     -  US
 JA0260  USGS QUAD   -  MILLTOWN (2019)
 JA0260
 JA0260                         *CURRENT SURVEY CONTROL
 JA0260  ______________________________________________________________________
 JA0260* NAD 83(1986) POSITION- 38 20 34.26   (N) 086 15 46.28   (W)   HD_HELD1
 JA0260* NAVD 88 ORTHO HEIGHT -   189.385 (meters)      621.34  (feet) ADJUSTED
 JA0260  ______________________________________________________________________
 JA0260  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JA0260  DYNAMIC HEIGHT  -        189.252 (meters)      620.90  (feet) COMP
 JA0260  MODELED GRAVITY -    979,925.6   (mgal)                       NAVD 88
 JA0260
 JA0260  VERT ORDER      -  FIRST     CLASS II
 JA0260
 JA0260.The horizontal coordinates were determined by differentially corrected
 JA0260.hand held GPS observations or other comparable positioning techniques
 JA0260.and have an estimated accuracy of +/- 3 meters.
 JA0260
 JA0260.The orthometric height was determined by differential leveling and
 JA0260.adjusted by the NATIONAL GEODETIC SURVEY
 JA0260.in June 1991.
 JA0260
 JA0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0260.GEOID18 height accuracy estimate available here.
 JA0260
 JA0260.Click photographs - Photos may exist for this station.
 JA0260
 JA0260.The dynamic height is computed by dividing the NAVD 88
 JA0260.geopotential number by the normal gravity value computed on the
 JA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0260.degrees latitude (g = 980.6199 gals.).
 JA0260
 JA0260.The modeled gravity was interpolated from observed gravity values.
 JA0260
 JA0260;                    North         East    Units  Estimated Accuracy
 JA0260;SPC IN E     -   343,717.2      47,881.5     MT  (+/- 3 meters HH1 GPS) 
 JA0260
 JA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6441744113(NAD 83)
 JA0260
 JA0260                          SUPERSEDED SURVEY CONTROL
 JA0260
 JA0260  NGVD 29 (??/??/92)  189.504  (m)          621.73   (f) ADJ UNCH    1 2
 JA0260
 JA0260.Superseded values are not recommended for survey control.
 JA0260
 JA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0260.See file dsdata.pdf to determine how the superseded data were derived.
 JA0260
 JA0260_MARKER: DD = SURVEY DISK
 JA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0260_STAMPING: S 16 HAR
 JA0260_MARK LOGO: INHD
 JA0260_PROJECTION: PROJECTING 30 CENTIMETERS
 JA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0260+STABILITY: SURFACE MOTION
 JA0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0260+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 JA0260
 JA0260  HISTORY     - Date     Condition        Report By
 JA0260  HISTORY     - UNK      MONUMENTED       INHD
 JA0260  HISTORY     - 1965     GOOD             CGS
 JA0260  HISTORY     - 20210415 POOR             INDIV
 JA0260
 JA0260                          STATION DESCRIPTION
 JA0260
 JA0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0260'0.8 MI E FROM MILLTOWN.
 JA0260'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE WEST END OF
 JA0260'THE BLUE RIVER BRIDGE AT MILLTOWN, OR ABOUT 2.7 MILES WEST ALONG
 JA0260'THE SOUTHERN RAILWAY FROM THE CROSSING OF THE RAILROAD AND STATE
 JA0260'ROAD 337 AT DE PAUW, IN SECTION 14, T 2 S, R 2 E, ABOUT 0.1 MILE
 JA0260'EAST OF MILEPOST 241, 58 FEET SOUTH OF THE CENTER LINE OF STATE
 JA0260'ROAD 64, 64 FEET NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE
 JA0260'CENTER LINE OF A PAVED ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0260'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 JA0260
 JA0260                          STATION RECOVERY (2021)
 JA0260
 JA0260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (PK)
 JA0260'STATION HAS DETERIORATED BUT WAS EASILY LOCATED IN GRASSY AREA BOUNDED
 JA0260'BY NORFOLK SOUTHERN RAILROAD, DAY LANE AND STATE ROAD 64.  FROM THE
 JA0260'MAIN STREET BRIDGE IN MILLTOWN, TRAVEL EAST ON MAIN STREET.  TURN LEFT
 JA0260'ONTO DAY LANE.  STATION WILL BE ON THE LEFT JUST PAST THE RAILROAD
 JA0260'CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1256 ***********************************************************************
 LB1256  DESIGNATION -  S 16
 LB1256  PID         -  LB1256
 LB1256  STATE/COUNTY-  IN/NEWTON
 LB1256  COUNTRY     -  US
 LB1256  USGS QUAD   -  KENTLAND (2019)
 LB1256
 LB1256                         *CURRENT SURVEY CONTROL
 LB1256  ______________________________________________________________________
 LB1256* NAD 83(1986) POSITION- 40 48 55.     (N) 087 26 53.     (W)   SCALED
 LB1256* NAVD 88 ORTHO HEIGHT -   198.916 (meters)      652.61  (feet) ADJUSTED
 LB1256  ______________________________________________________________________
 LB1256  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 LB1256  DYNAMIC HEIGHT  -        198.827 (meters)      652.32  (feet) COMP
 LB1256  MODELED GRAVITY -    980,170.8   (mgal)                       NAVD 88
 LB1256
 LB1256  VERT ORDER      -  FIRST     CLASS II
 LB1256
 LB1256.The horizontal coordinates were scaled from a map and have
 LB1256.an estimated accuracy of +/- 6 seconds.
 LB1256
 LB1256.The orthometric height was determined by differential leveling and
 LB1256.adjusted by the NATIONAL GEODETIC SURVEY
 LB1256.in June 1991.
 LB1256
 LB1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1256.GEOID18 height accuracy estimate available here.
 LB1256
 LB1256.Click photographs - Photos may exist for this station.
 LB1256
 LB1256.The dynamic height is computed by dividing the NAVD 88
 LB1256.geopotential number by the normal gravity value computed on the
 LB1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1256.degrees latitude (g = 980.6199 gals.).
 LB1256
 LB1256.The modeled gravity was interpolated from observed gravity values.
 LB1256
 LB1256;                    North         East    Units  Estimated Accuracy
 LB1256;SPC IN W     -   618,110.      869,230.      MT  (+/- 180 meters Scaled)
 LB1256
 LB1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL622183(NAD 83)
 LB1256
 LB1256                          SUPERSEDED SURVEY CONTROL
 LB1256
 LB1256  NGVD 29 (??/??/92)  198.984  (m)          652.83   (f) ADJ UNCH    1 2
 LB1256
 LB1256.Superseded values are not recommended for survey control.
 LB1256
 LB1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1256.See file dsdata.pdf to determine how the superseded data were derived.
 LB1256
 LB1256_MARKER: DB = BENCH MARK DISK
 LB1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1256_STAMPING: S 16 1934
 LB1256_MARK LOGO: CGS
 LB1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1256+STABILITY: SURFACE MOTION
 LB1256
 LB1256  HISTORY     - Date     Condition        Report By
 LB1256  HISTORY     - 1934     MONUMENTED       CGS
 LB1256  HISTORY     - 1941     GOOD             CGS
 LB1256
 LB1256                          STATION DESCRIPTION
 LB1256
 LB1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB1256'3.1 MI N FROM KENTLAND.
 LB1256'3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1256'STATION AT KENTLAND, NEWTON COUNTY, 150 YARDS SOUTH OF BRIDGE
 LB1256'77.72, 80 YARDS EAST OF A LARGE TWO-STORY HOUSE, 40 FEET SOUTH OF
 LB1256'A DIRT-ROAD CROSSING, 24 FEET WEST OF THE WEST RAIL OF THE
 LB1256'SOUTH-BOUND TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 LB1256'DISK, STAMPED S 16 1934 AND SET IN THE TOP OF A CONCRETE OST.
 LB1256'NOTE-- MARK HAS BEEN MARRED APPARENTLY BY BLOWS OF A HAMMER AND
 LB1256'ALL 4 CORNERS OF THE CONCRETE POST HAVE BEEN KNOCKED OFF.  THE MARK
 LB1256'IS PROBABLY UNDISTURBED AS FAR AS ELEVATION IS CONCERNED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0745 ***********************************************************************
 MD0745  DESIGNATION -  S 161 RESET
 MD0745  PID         -  MD0745
 MD0745  STATE/COUNTY-  IN/NOBLE
 MD0745  COUNTRY     -  US
 MD0745  USGS QUAD   -  ALBION (2019)
 MD0745
 MD0745                         *CURRENT SURVEY CONTROL
 MD0745  ______________________________________________________________________
 MD0745* NAD 83(1986) POSITION- 41 27 11.     (N) 085 25 23.     (W)   SCALED
 MD0745* NAVD 88 ORTHO HEIGHT -   286.40  (meters)      939.6   (feet) RESET
 MD0745  ______________________________________________________________________
 MD0745  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 MD0745  VERT ORDER      -  THIRD
 MD0745
 MD0745.The horizontal coordinates were scaled from a map and have
 MD0745.an estimated accuracy of +/- 6 seconds.
 MD0745
 MD0745.The orthometric height was computed from unverified reset data.
 MD0745
 MD0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0745.GEOID18 height accuracy estimate available here.
 MD0745
 MD0745.Click photographs - Photos may exist for this station.
 MD0745
 MD0745;                    North         East    Units  Estimated Accuracy
 MD0745;SPC IN E     -   688,900.      120,360.      MT  (+/- 180 meters Scaled)
 MD0745
 MD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317902(NAD 83)
 MD0745
 MD0745                          SUPERSEDED SURVEY CONTROL
 MD0745
 MD0745  NGVD 29 (??/??/??)  286.54   (m)          940.1    (f) RESET       3  
 MD0745
 MD0745.Superseded values are not recommended for survey control.
 MD0745
 MD0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0745.See file dsdata.pdf to determine how the superseded data were derived.
 MD0745
 MD0745_MARKER: DB = BENCH MARK DISK
 MD0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0745_STAMPING: S 161 RESET 1966
 MD0745_MARK LOGO: CGS
 MD0745_PROJECTION: PROJECTING 3 CENTIMETERS
 MD0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0745+STABILITY: SURFACE MOTION
 MD0745
 MD0745  HISTORY     - Date     Condition        Report By
 MD0745  HISTORY     - 1966     MONUMENTED       CGS
 MD0745
 MD0745                          STATION DESCRIPTION
 MD0745
 MD0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0745'4 MI N FROM ALBION.
 MD0745'4.0 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE AT
 MD0745'ALBION, AT THE NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 6
 MD0745'AND BASE LINE ROAD WHICH LEADS NORTH ACROSS THE NEW YORK CENTRAL
 MD0745'RAILROAD, 127 FEET EAST OF THE CENTER OF BASE LINE ROAD, 49 FEET
 MD0745'NORTH OF THE CENTER OF U.S. HIGHWAY 6, 24 FEET EAST OF A TELEPHONE
 MD0745'POLE, 1.5 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF AN
 MD0745'EAST-WEST FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST
 MD0745'WHICH PROJECTS 1 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0867 ***********************************************************************
 MD0867  DESIGNATION -  S 162
 MD0867  PID         -  MD0867
 MD0867  STATE/COUNTY-  IN/DE KALB
 MD0867  COUNTRY     -  US
 MD0867  USGS QUAD   -  AUBURN (2019)
 MD0867
 MD0867                         *CURRENT SURVEY CONTROL
 MD0867  ______________________________________________________________________
 MD0867* NAD 83(1986) POSITION- 41 21 59.     (N) 085 07 00.     (W)   SCALED
 MD0867* NAVD 88 ORTHO HEIGHT -   270.213 (meters)      886.52  (feet) ADJUSTED
 MD0867  ______________________________________________________________________
 MD0867  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 MD0867  DYNAMIC HEIGHT  -        270.104 (meters)      886.17  (feet) COMP
 MD0867  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 MD0867
 MD0867  VERT ORDER      -  SECOND    CLASS 0
 MD0867
 MD0867.The horizontal coordinates were scaled from a map and have
 MD0867.an estimated accuracy of +/- 6 seconds.
 MD0867
 MD0867.The orthometric height was determined by differential leveling and
 MD0867.adjusted by the NATIONAL GEODETIC SURVEY
 MD0867.in June 1991.
 MD0867
 MD0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0867.GEOID18 height accuracy estimate available here.
 MD0867
 MD0867.Click photographs - Photos may exist for this station.
 MD0867
 MD0867.The dynamic height is computed by dividing the NAVD 88
 MD0867.geopotential number by the normal gravity value computed on the
 MD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0867.degrees latitude (g = 980.6199 gals.).
 MD0867
 MD0867.The modeled gravity was interpolated from observed gravity values.
 MD0867
 MD0867;                    North         East    Units  Estimated Accuracy
 MD0867;SPC IN E     -   679,390.      146,020.      MT  (+/- 180 meters Scaled)
 MD0867
 MD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL575811(NAD 83)
 MD0867
 MD0867                          SUPERSEDED SURVEY CONTROL
 MD0867
 MD0867  NGVD 29 (??/??/92)  270.359  (m)          887.00   (f) ADJ UNCH    2 0
 MD0867
 MD0867.Superseded values are not recommended for survey control.
 MD0867
 MD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0867.See file dsdata.pdf to determine how the superseded data were derived.
 MD0867
 MD0867_MARKER: DB = BENCH MARK DISK
 MD0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0867_STAMPING: S 162 1946
 MD0867_MARK LOGO: CGS
 MD0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0867+STABILITY: SURFACE MOTION
 MD0867
 MD0867  HISTORY     - Date     Condition        Report By
 MD0867  HISTORY     - 1946     MONUMENTED       CGS
 MD0867  HISTORY     - 1962     GOOD             CGS
 MD0867  HISTORY     - 20080128 MARK NOT FOUND   INDOT
 MD0867
 MD0867                          STATION DESCRIPTION
 MD0867
 MD0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0867'3.3 MI W FROM AUBURN.
 MD0867'ABOUT 3.3 MILES W ALONG NOS. 8 INDIANA AND 27 U.S. HIGHWAYS FROM
 MD0867'THE NW CORNER OF THE COURTHOUSE SQUARE, AT A GRAVEL CROSS ROAD,
 MD0867'50 FEET E OF CENTER LINE OF NO. 15 COUNTY ROAD, 24 FEET S OF
 MD0867'CENTER LINE OF 22-FOOT HWY. PAVEMENT, 0.5 FOOT LOWER THAN SAME,
 MD0867'1.6 FEET E OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE
 MD0867'GROUND.
 MD0867
 MD0867                          STATION RECOVERY (2008)
 MD0867
 MD0867'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (JBS)
 MD0867'MARK NOT FOUND.  DESCRIPTION IS ADEQUATE.
 MD0867'SUSPECT ROAD CONSTRUCTION HAS CAUSED DESTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0925 ***********************************************************************
 MD0925  DESIGNATION -  S 163
 MD0925  PID         -  MD0925
 MD0925  STATE/COUNTY-  IN/NOBLE
 MD0925  COUNTRY     -  US
 MD0925  USGS QUAD   -  ALBION (2019)
 MD0925
 MD0925                         *CURRENT SURVEY CONTROL
 MD0925  ______________________________________________________________________
 MD0925* NAD 83(1997) POSITION- 41 23 56.87526(N) 085 25 35.61872(W)   ADJUSTED
 MD0925* NAVD 88 ORTHO HEIGHT -   299.578 (meters)      982.87  (feet) ADJUSTED
 MD0925  ______________________________________________________________________
 MD0925  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0925  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 MD0925  DYNAMIC HEIGHT  -        299.455 (meters)      982.46  (feet) COMP
 MD0925  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 MD0925
 MD0925  HORZ ORDER      -  SECOND
 MD0925  VERT ORDER      -  SECOND    CLASS 0
 MD0925
 MD0925.The horizontal coordinates were established by classical geodetic methods
 MD0925.and adjusted by the National Geodetic Survey in May 1999.
 MD0925
 MD0925.The orthometric height was determined by differential leveling and
 MD0925.adjusted by the NATIONAL GEODETIC SURVEY
 MD0925.in June 1991.
 MD0925
 MD0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0925.GEOID18 height accuracy estimate available here.
 MD0925
 MD0925.Click photographs - Photos may exist for this station.
 MD0925
 MD0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0925
 MD0925.The dynamic height is computed by dividing the NAVD 88
 MD0925.geopotential number by the normal gravity value computed on the
 MD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0925.degrees latitude (g = 980.6199 gals.).
 MD0925
 MD0925.The modeled gravity was interpolated from observed gravity values.
 MD0925
 MD0925. The following values were computed from the NAD 83(1997) position.
 MD0925
 MD0925;                    North         East     Units Scale Factor Converg.
 MD0925;SPC IN E     -   682,911.251   120,078.338   MT  0.99997163   +0 09 31.6
 MD0925;SPC IN E     - 2,240,518.00    393,957.01   sFT  0.99997163   +0 09 31.6
 MD0925;UTM  16      - 4,584,260.517   631,529.271   MT  0.99981291   +1 02 26.4
 MD0925
 MD0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0925!SPC IN E     -   0.99995822  x   0.99997163  =   0.99992985
 MD0925!UTM  16      -   0.99995822  x   0.99981291  =   0.99977114
 MD0925
 MD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3152984260(NAD 83)
 MD0925
 MD0925                          SUPERSEDED SURVEY CONTROL
 MD0925
 MD0925  NAD 83(1995)-  41 23 56.87720(N)    085 25 35.62544(W) AD(       ) 2
 MD0925  NAD 83(1986)-  41 23 56.87639(N)    085 25 35.63039(W) AD(       ) 2
 MD0925  NAD 27      -  41 23 56.70310(N)    085 25 35.70490(W) AD(       ) 2
 MD0925  NGVD 29 (??/??/92)  299.716  (m)          983.32   (f) ADJ UNCH    2 0
 MD0925  NGVD 29             299.72   (m)          983.3    (f) LEVELING    3  
 MD0925
 MD0925.Superseded values are not recommended for survey control.
 MD0925
 MD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0925.See file dsdata.pdf to determine how the superseded data were derived.
 MD0925
 MD0925_MARKER: DB = BENCH MARK DISK
 MD0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0925_STAMPING: S 163 1946
 MD0925_MARK LOGO: CGS
 MD0925_PROJECTION: FLUSH
 MD0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0925+STABILITY: SURFACE MOTION
 MD0925
 MD0925  HISTORY     - Date     Condition        Report By
 MD0925  HISTORY     - 1946     MONUMENTED       CGS
 MD0925  HISTORY     - 1962     GOOD             CGS
 MD0925  HISTORY     - 1963     GOOD             CGS
 MD0925  HISTORY     - 20111114 GOOD             FARNGP
 MD0925
 MD0925                          STATION DESCRIPTION
 MD0925
 MD0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0925'THIS IS A TRAVERSE STATION.
 MD0925'
 MD0925'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF ALBION.  IT IS 35
 MD0925'FEET WEST OF OAK
 MD0925'STREET, ALONG THE WEST SIDE OF A CONCRETE WALK AND 12 FEET NORTHWEST
 MD0925'OF AN 18 INCH TREE.  THE MARK IS AN
 MD0925'8 BY 8 CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS A
 MD0925'STANDARD USG AND GS DISK STAMPED S 163 1946.  A
 MD0925'TRAVERSE WAS MADE TO TRIANGULATION STATION
 MD0925'ALBION AND THE DISTANCE WAS FOUND TO BE 42.894 METERS.
 MD0925'
 MD0925'TO REACH STATION FROM INTERSECTIONS OF STATE HIGHWAYS 8 AND 9 IN
 MD0925'ALBION GO NORTH ON STATE HIGHWAY
 MD0925'9 FOR 0.25 MILE TO NARROW SIDE STREET WEST TURN LEFT AND GO 2 BLOCKS
 MD0925'TO OAK STREET AND STATION ON RIGHT
 MD0925'AS DESCRIBED.
 MD0925
 MD0925                          STATION RECOVERY (1962)
 MD0925
 MD0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0925'AT ALBION.
 MD0925'IN ALBION, 1 BLOCK W OF 3 BLOCKS N FROM THE NW CORNER OF THE
 MD0925'COURTHOUSE SQUARE IN ALBION, 90 FEET S OF PROJECTED CENTER LINE
 MD0925'OF GROVE STREET, 27 FEET W OF CENTER LINE OF OAK STREET, 0.5
 MD0925'FOOT LOWER THAN THE PRESENT SURFACE OF SAME, 28-1/2 FEET N OF
 MD0925'PROJECTED PLANE OF S WALL OF STONE HOUSE ON W SIDE OF STREET, 0.6
 MD0925'FOOT E OF E SIDE OF CONCRETE SIDEWALK, ABOUT 0.7 FOOT LOWER
 MD0925'THAN THE SIDEWALK SURFACE, AND ABOUT 0.6 FT. UNDERGROUND.
 MD0925
 MD0925                          STATION RECOVERY (1963)
 MD0925
 MD0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0925'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED, EXCEPT THAT A
 MD0925'HOUSE HAS BEEN BUILT BETWEEN
 MD0925'THE STATION AND THE TRIANGULATION STATION ALBION TO WHICH IT WAS
 MD0925'TRAVERSE-CONNECTED.  BY CHAIN SURVEYING AROUND
 MD0925'THE HOUSE, IT APPEARS THAT THE DISTANCE AND DIRECTION
 MD0925'TO THE TRIANGULATION STATION ARE CORRECT AS
 MD0925'ENTERED ON THE FORM 283 HOR. CONT. DATA.
 MD0925'
 MD0925'ABOUT 0.1 MILE W ALONG W. JEFFERSON STREET FROM THE NW CORNER OF THE
 MD0925'COURTHOUSE SQUARE IN ALBION AND
 MD0925'TURN RIGHT, THENCE 0.2 MILE OR 2 BLOCKS N ALONG N. OAK STREET TO THE
 MD0925'STATION ON THE LEFT, 90 FEET S OF
 MD0925'CENTER LINE OF GROVE STREET, 28.5 FEET N OF PROJECTED PLANE OF S
 MD0925'WALL OF NO. 415 N. OAK STREET STONE HOUSE ON
 MD0925'W SIDE OF THE STREET, 27 FEET W OF C/L OF OAK
 MD0925'STREET, 0.5 FOOT LOWER THAN SAME, 0.6 FOOT E OF E EDGE OF
 MD0925'CONCRETE SIDEWALK, A STANDARD BENCH
 MD0925'MARK DISK IS STAMPED S 163 1946 AND SET IN TOP OF A CONCRETE POST
 MD0925'THAT IS 0.6 FOOT UNDERGROUND.
 MD0925
 MD0925                          STATION RECOVERY (2011)
 MD0925
 MD0925'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (BRD)
 MD0925'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0937 ***********************************************************************
 MD0937  DESIGNATION -  S 164
 MD0937  PID         -  MD0937
 MD0937  STATE/COUNTY-  IN/NOBLE
 MD0937  COUNTRY     -  US
 MD0937  USGS QUAD   -  MERRIAM (2019)
 MD0937
 MD0937                         *CURRENT SURVEY CONTROL
 MD0937  ______________________________________________________________________
 MD0937* NAD 83(1986) POSITION- 41 17 49.     (N) 085 26 44.     (W)   SCALED
 MD0937* NAVD 88 ORTHO HEIGHT -   285.492 (meters)      936.65  (feet) ADJUSTED
 MD0937  ______________________________________________________________________
 MD0937  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 MD0937  DYNAMIC HEIGHT  -        285.379 (meters)      936.28  (feet) COMP
 MD0937  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 MD0937
 MD0937  VERT ORDER      -  SECOND    CLASS 0
 MD0937
 MD0937.The horizontal coordinates were scaled from a map and have
 MD0937.an estimated accuracy of +/- 6 seconds.
 MD0937
 MD0937.The orthometric height was determined by differential leveling and
 MD0937.adjusted by the NATIONAL GEODETIC SURVEY
 MD0937.in June 1991.
 MD0937
 MD0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0937.GEOID18 height accuracy estimate available here.
 MD0937
 MD0937.Click photographs - Photos may exist for this station.
 MD0937
 MD0937.The dynamic height is computed by dividing the NAVD 88
 MD0937.geopotential number by the normal gravity value computed on the
 MD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0937.degrees latitude (g = 980.6199 gals.).
 MD0937
 MD0937.The modeled gravity was interpolated from observed gravity values.
 MD0937
 MD0937;                    North         East    Units  Estimated Accuracy
 MD0937;SPC IN E     -   671,560.      118,520.      MT  (+/- 180 meters Scaled)
 MD0937
 MD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL301728(NAD 83)
 MD0937
 MD0937                          SUPERSEDED SURVEY CONTROL
 MD0937
 MD0937  NGVD 29 (??/??/92)  285.638  (m)          937.13   (f) ADJ UNCH    2 0
 MD0937
 MD0937.Superseded values are not recommended for survey control.
 MD0937
 MD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0937.See file dsdata.pdf to determine how the superseded data were derived.
 MD0937
 MD0937_MARKER: DB = BENCH MARK DISK
 MD0937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0937_SP_SET: CULVERT HEADWALL
 MD0937_STAMPING: S 164 1946
 MD0937_MARK LOGO: CGS
 MD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0937+STABILITY: SURFACE MOTION
 MD0937
 MD0937  HISTORY     - Date     Condition        Report By
 MD0937  HISTORY     - 1946     MONUMENTED       CGS
 MD0937  HISTORY     - 1961     GOOD             CGS
 MD0937
 MD0937                          STATION DESCRIPTION
 MD0937
 MD0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0937'0.9 MI NW FROM MERRIAM.
 MD0937'ABOUT 0.9 MILE NW ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0937'INTERSECTION WITH NO. 9 INDIANA HWY. AT MERRIAM, ABOUT 0.2 MILE
 MD0937'NW OF CROSSROADS, ABOUT 35 YARDS SE OF FENCE CORNER AT SE CORNER
 MD0937'OF YARD OF HOUSE ON NE SIDE OF HWY., 15 FEET NE OF CENTER LINE
 MD0937'OF 22-FOOT ASPHALT HWY. PAVEMENT, 1.0 FOOT FEET LOWER THAN SAME,
 MD0937'SET IN A DRILL HOLE 1.2 FEET NW OF SE END OF 9-FOOT HEADWALL OF
 MD0937'AN 18-INCH CONCRETE PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1152 ***********************************************************************
 MD1152  DESIGNATION -  S 165
 MD1152  PID         -  MD1152
 MD1152  STATE/COUNTY-  IN/WHITLEY
 MD1152  COUNTRY     -  US
 MD1152  USGS QUAD   -  LORANE (2019)
 MD1152
 MD1152                         *CURRENT SURVEY CONTROL
 MD1152  ______________________________________________________________________
 MD1152* NAD 83(1986) POSITION- 41 13 16.     (N) 085 33 30.     (W)   SCALED
 MD1152* NAVD 88 ORTHO HEIGHT -   292.654 (meters)      960.15  (feet) ADJUSTED
 MD1152  ______________________________________________________________________
 MD1152  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 MD1152  DYNAMIC HEIGHT  -        292.536 (meters)      959.76  (feet) COMP
 MD1152  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 MD1152
 MD1152  VERT ORDER      -  SECOND    CLASS 0
 MD1152
 MD1152.The horizontal coordinates were scaled from a map and have
 MD1152.an estimated accuracy of +/- 6 seconds.
 MD1152
 MD1152.The orthometric height was determined by differential leveling and
 MD1152.adjusted by the NATIONAL GEODETIC SURVEY
 MD1152.in June 1991.
 MD1152
 MD1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1152.GEOID18 height accuracy estimate available here.
 MD1152
 MD1152.Click photographs - Photos may exist for this station.
 MD1152
 MD1152.The dynamic height is computed by dividing the NAVD 88
 MD1152.geopotential number by the normal gravity value computed on the
 MD1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1152.degrees latitude (g = 980.6199 gals.).
 MD1152
 MD1152.The modeled gravity was interpolated from observed gravity values.
 MD1152
 MD1152;                    North         East    Units  Estimated Accuracy
 MD1152;SPC IN E     -   663,120.      109,080.      MT  (+/- 180 meters Scaled)
 MD1152
 MD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL208643(NAD 83)
 MD1152
 MD1152                          SUPERSEDED SURVEY CONTROL
 MD1152
 MD1152  NGVD 29 (??/??/92)  292.798  (m)          960.62   (f) ADJ UNCH    2 0
 MD1152
 MD1152.Superseded values are not recommended for survey control.
 MD1152
 MD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1152.See file dsdata.pdf to determine how the superseded data were derived.
 MD1152
 MD1152_MARKER: DB = BENCH MARK DISK
 MD1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1152_STAMPING: S 165 1961
 MD1152_MARK LOGO: CGS
 MD1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1152+STABILITY: SURFACE MOTION
 MD1152
 MD1152  HISTORY     - Date     Condition        Report By
 MD1152  HISTORY     - 1961     MONUMENTED       CGS
 MD1152  HISTORY     - 1961     GOOD             CGS
 MD1152
 MD1152                          STATION DESCRIPTION
 MD1152
 MD1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1152'1 MI N FROM LORAIN.
 MD1152'ABOUT 1.0 MILES N ALONG NO. 350 W ASPHALT COUNTY ROAD FROM LORAIN
 MD1152'CROSSROADS, IN NW ANGLE OF ITS INTERSECTION WITH NO. 400 N
 MD1152'ASPHALT COUNTY ROAD, 65 FEET W OF CENTER LINE OF ONE ROAD, 19
 MD1152'FEET N OF CENTER LINE OF THE OTHER, 1.5 FEET LOWER THAN CENTER
 MD1152'OF E-W ROAD, 40 FEET W OF NO. RC6-18 POWER POLE, 1.5 FEET W OF
 MD1152'STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0275 ***********************************************************************
 ME0275  DESIGNATION -  S 166
 ME0275  PID         -  ME0275
 ME0275  STATE/COUNTY-  IN/MARSHALL
 ME0275  COUNTRY     -  US
 ME0275  USGS QUAD   -  PLYMOUTH (2019)
 ME0275
 ME0275                         *CURRENT SURVEY CONTROL
 ME0275  ______________________________________________________________________
 ME0275* NAD 83(1986) POSITION- 41 21 16.     (N) 086 19 41.     (W)   SCALED
 ME0275* NAVD 88 ORTHO HEIGHT -   242.843 (meters)      796.73  (feet) ADJUSTED
 ME0275  ______________________________________________________________________
 ME0275  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 ME0275  DYNAMIC HEIGHT  -        242.742 (meters)      796.40  (feet) COMP
 ME0275  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 ME0275
 ME0275  VERT ORDER      -  FIRST     CLASS I
 ME0275
 ME0275.The horizontal coordinates were scaled from a map and have
 ME0275.an estimated accuracy of +/- 6 seconds.
 ME0275
 ME0275.The orthometric height was determined by differential leveling and
 ME0275.adjusted by the NATIONAL GEODETIC SURVEY
 ME0275.in June 1991.
 ME0275
 ME0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0275.GEOID18 height accuracy estimate available here.
 ME0275
 ME0275.Click photographs - Photos may exist for this station.
 ME0275
 ME0275.The dynamic height is computed by dividing the NAVD 88
 ME0275.geopotential number by the normal gravity value computed on the
 ME0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0275.degrees latitude (g = 980.6199 gals.).
 ME0275
 ME0275.The modeled gravity was interpolated from observed gravity values.
 ME0275
 ME0275;                    North         East    Units  Estimated Accuracy
 ME0275;SPC IN E     -   678,130.       44,660.      MT  (+/- 180 meters Scaled)
 ME0275
 ME0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL562783(NAD 83)
 ME0275
 ME0275                          SUPERSEDED SURVEY CONTROL
 ME0275
 ME0275  NGVD 29 (??/??/92)  242.964  (m)          797.12   (f) ADJ UNCH    1 1
 ME0275
 ME0275.Superseded values are not recommended for survey control.
 ME0275
 ME0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0275.See file dsdata.pdf to determine how the superseded data were derived.
 ME0275
 ME0275_MARKER: DB = BENCH MARK DISK
 ME0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0275_STAMPING: S 166 1946
 ME0275_MARK LOGO: CGS
 ME0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0275+STABILITY: SURFACE MOTION
 ME0275
 ME0275  HISTORY     - Date     Condition        Report By
 ME0275  HISTORY     - 1946     MONUMENTED       CGS
 ME0275  HISTORY     - 1968     GOOD             CGS
 ME0275  HISTORY     - 1972     MARK NOT FOUND   USGS
 ME0275  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0275  HISTORY     - 20040601 MARK NOT FOUND   PICI
 ME0275
 ME0275                          STATION DESCRIPTION
 ME0275
 ME0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0275'AT PLYMOUTH.
 ME0275'AT PLYMOUTH, ABOUT 0.8 MILE WEST ALONG THE PENN CENTRAL RAILROAD
 ME0275'FROM THE STATION, THENCE 0.9 MILE NORTH ALONG NORTH OAK ROAD, 43
 ME0275'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF WEST 8 TH B ROAD
 ME0275'LEADING WEST, 30.6 FEET NORT OF A FIRE HYDRANT, 20 1/2 FEET EAST
 ME0275'OF THE CENTER LINE OF NORTH OAK STREET, 0.9 FOOT SOUTH OF A
 ME0275'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN
 ME0275'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 ME0275'OF THE GROUND.  SEC 32, T 34, R 2 E.
 ME0275
 ME0275                          STATION RECOVERY (1972)
 ME0275
 ME0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ME0275'MARK NOT FOUND.
 ME0275
 ME0275                          STATION RECOVERY (1990)
 ME0275
 ME0275'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 ME0275'MARK NOT FOUND.
 ME0275
 ME0275                          STATION RECOVERY (2004)
 ME0275
 ME0275'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 ME0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0038 ***********************************************************************
 ME0038  DESIGNATION -  S 167
 ME0038  PID         -  ME0038
 ME0038  STATE/COUNTY-  IN/ST JOSEPH
 ME0038  COUNTRY     -  US
 ME0038  USGS QUAD   -  LAKEVILLE (2019)
 ME0038
 ME0038                         *CURRENT SURVEY CONTROL
 ME0038  ______________________________________________________________________
 ME0038* NAD 83(1986) POSITION- 41 36 35.     (N) 086 15 11.     (W)   SCALED
 ME0038* NAVD 88 ORTHO HEIGHT -   243.185 (meters)      797.85  (feet) ADJUSTED
 ME0038  ______________________________________________________________________
 ME0038  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0038  DYNAMIC HEIGHT  -        243.088 (meters)      797.53  (feet) COMP
 ME0038  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 ME0038
 ME0038  VERT ORDER      -  SECOND    CLASS 0
 ME0038
 ME0038.The horizontal coordinates were scaled from a map and have
 ME0038.an estimated accuracy of +/- 6 seconds.
 ME0038
 ME0038.The orthometric height was determined by differential leveling and
 ME0038.adjusted by the NATIONAL GEODETIC SURVEY
 ME0038.in June 1991.
 ME0038
 ME0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0038.GEOID18 height accuracy estimate available here.
 ME0038
 ME0038.Click photographs - Photos may exist for this station.
 ME0038
 ME0038.The dynamic height is computed by dividing the NAVD 88
 ME0038.geopotential number by the normal gravity value computed on the
 ME0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0038.degrees latitude (g = 980.6199 gals.).
 ME0038
 ME0038.The modeled gravity was interpolated from observed gravity values.
 ME0038
 ME0038;                    North         East    Units  Estimated Accuracy
 ME0038;SPC IN E     -   706,440.       51,120.      MT  (+/- 180 meters Scaled)
 ME0038
 ME0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM622067(NAD 83)
 ME0038
 ME0038                          SUPERSEDED SURVEY CONTROL
 ME0038
 ME0038  NGVD 29 (??/??/92)  243.30   (m)          798.2    (f) COMPUTED    2 0
 ME0038
 ME0038.Superseded values are not recommended for survey control.
 ME0038
 ME0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0038.See file dsdata.pdf to determine how the superseded data were derived.
 ME0038
 ME0038_MARKER: DB = BENCH MARK DISK
 ME0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0038_SP_SET: BOX CULVERT HEADWALL
 ME0038_STAMPING: S 167 1946
 ME0038_MARK LOGO: CGS
 ME0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0038+STABILITY: SURFACE MOTION
 ME0038
 ME0038  HISTORY     - Date     Condition        Report By
 ME0038  HISTORY     - 1946     MONUMENTED       CGS
 ME0038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0038
 ME0038                          STATION DESCRIPTION
 ME0038
 ME0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0038'4.4 MI S FROM SOUTH BEND.
 ME0038'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE ST. JOSEPH
 ME0038'BANK AND TRUST CO. AT SOUTH BEND, 241 FEET SOUTH OF THE CENTER
 ME0038'LINE OF DETROIT STREET, AT A 6- BY 4-FOOT CONCRETE BOX CULVERT,
 ME0038'IN THE CENTER OF THE TOP OF THE EAST HEAD WALL, 33 FEET EAST
 ME0038'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 ME0038'HIGHWAY.
 ME0038
 ME0038                          STATION RECOVERY (1990)
 ME0038
 ME0038'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSH)
 ME0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0169 ***********************************************************************
 ME0169  DESIGNATION -  S 168
 ME0169  PID         -  ME0169
 ME0169  STATE/COUNTY-  IN/MARSHALL
 ME0169  COUNTRY     -  US
 ME0169  USGS QUAD   -  BREMEN (2019)
 ME0169
 ME0169                         *CURRENT SURVEY CONTROL
 ME0169  ______________________________________________________________________
 ME0169* NAD 83(1986) POSITION- 41 27 51.     (N) 086 09 23.     (W)   SCALED
 ME0169* NAVD 88 ORTHO HEIGHT -   249.185 (meters)      817.53  (feet) ADJUSTED
 ME0169  ______________________________________________________________________
 ME0169  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 ME0169  DYNAMIC HEIGHT  -        249.081 (meters)      817.19  (feet) COMP
 ME0169  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 ME0169
 ME0169  VERT ORDER      -  SECOND    CLASS 0
 ME0169
 ME0169.The horizontal coordinates were scaled from a map and have
 ME0169.an estimated accuracy of +/- 6 seconds.
 ME0169
 ME0169.The orthometric height was determined by differential leveling and
 ME0169.adjusted by the NATIONAL GEODETIC SURVEY
 ME0169.in June 1991.
 ME0169
 ME0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0169.GEOID18 height accuracy estimate available here.
 ME0169
 ME0169.Click photographs - Photos may exist for this station.
 ME0169
 ME0169.The dynamic height is computed by dividing the NAVD 88
 ME0169.geopotential number by the normal gravity value computed on the
 ME0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0169.degrees latitude (g = 980.6199 gals.).
 ME0169
 ME0169.The modeled gravity was interpolated from observed gravity values.
 ME0169
 ME0169;                    North         East    Units  Estimated Accuracy
 ME0169;SPC IN E     -   690,220.       59,090.      MT  (+/- 180 meters Scaled)
 ME0169
 ME0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL704906(NAD 83)
 ME0169
 ME0169                          SUPERSEDED SURVEY CONTROL
 ME0169
 ME0169  NGVD 29 (??/??/92)  249.302  (m)          817.92   (f) ADJ UNCH    2 0
 ME0169
 ME0169.Superseded values are not recommended for survey control.
 ME0169
 ME0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0169.See file dsdata.pdf to determine how the superseded data were derived.
 ME0169
 ME0169_MARKER: DB = BENCH MARK DISK
 ME0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0169_STAMPING: S 168 1946
 ME0169_MARK LOGO: CGS
 ME0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0169+STABILITY: SURFACE MOTION
 ME0169
 ME0169  HISTORY     - Date     Condition        Report By
 ME0169  HISTORY     - 1946     MONUMENTED       CGS
 ME0169  HISTORY     - 1988     GOOD             USPSQD
 ME0169
 ME0169                          STATION DESCRIPTION
 ME0169
 ME0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0169'1.7 MI N FROM BREMEN.
 ME0169'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0169'STATE BANK AT BREMEN, ABOUT 0.9 MILE NORTH OF THE CROSSING OF
 ME0169'THE BALTIMORE AND OHIO RAILROAD, IN THE SOUTHWEST ANGLE OF THE
 ME0169'T-JUNCTION OF A GRAVEL ROAD LEADING WEST, 41 FEET WEST OF THE
 ME0169'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTER LINE
 ME0169'OF THE ROAD, 31.5 FEET NORTH OF A POLE, 3.0 FEET SOUTH OF A
 ME0169'STEEL-RAIL FENCE CORNER, 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 ME0169'ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY, AND IN THE TOP OF A
 ME0169'CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0169
 ME0169                          STATION RECOVERY (1988)
 ME0169
 ME0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0179 ***********************************************************************
 ME0179  DESIGNATION -  S 169
 ME0179  PID         -  ME0179
 ME0179  STATE/COUNTY-  IN/MARSHALL
 ME0179  COUNTRY     -  US
 ME0179  USGS QUAD   -  BREMEN (2019)
 ME0179
 ME0179                         *CURRENT SURVEY CONTROL
 ME0179  ______________________________________________________________________
 ME0179* NAD 83(1986) POSITION- 41 24 21.     (N) 086 12 07.     (W)   SCALED
 ME0179* NAVD 88 ORTHO HEIGHT -   250.132 (meters)      820.64  (feet) ADJUSTED
 ME0179  ______________________________________________________________________
 ME0179  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 ME0179  DYNAMIC HEIGHT  -        250.028 (meters)      820.30  (feet) COMP
 ME0179  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 ME0179
 ME0179  VERT ORDER      -  SECOND    CLASS 0
 ME0179
 ME0179.The horizontal coordinates were scaled from a map and have
 ME0179.an estimated accuracy of +/- 6 seconds.
 ME0179
 ME0179.The orthometric height was determined by differential leveling and
 ME0179.adjusted by the NATIONAL GEODETIC SURVEY
 ME0179.in June 1991.
 ME0179
 ME0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0179.GEOID18 height accuracy estimate available here.
 ME0179
 ME0179.Click photographs - Photos may exist for this station.
 ME0179
 ME0179.The dynamic height is computed by dividing the NAVD 88
 ME0179.geopotential number by the normal gravity value computed on the
 ME0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0179.degrees latitude (g = 980.6199 gals.).
 ME0179
 ME0179.The modeled gravity was interpolated from observed gravity values.
 ME0179
 ME0179;                    North         East    Units  Estimated Accuracy
 ME0179;SPC IN E     -   683,770.       55,240.      MT  (+/- 180 meters Scaled)
 ME0179
 ME0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL667841(NAD 83)
 ME0179
 ME0179                          SUPERSEDED SURVEY CONTROL
 ME0179
 ME0179  NGVD 29 (??/??/92)  250.248  (m)          821.02   (f) ADJ UNCH    2 0
 ME0179
 ME0179.Superseded values are not recommended for survey control.
 ME0179
 ME0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0179.See file dsdata.pdf to determine how the superseded data were derived.
 ME0179
 ME0179_MARKER: DB = BENCH MARK DISK
 ME0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0179_STAMPING: S 169 1946
 ME0179_MARK LOGO: CGS
 ME0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0179+STABILITY: SURFACE MOTION
 ME0179
 ME0179  HISTORY     - Date     Condition        Report By
 ME0179  HISTORY     - 1946     MONUMENTED       CGS
 ME0179
 ME0179                          STATION DESCRIPTION
 ME0179
 ME0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0179'4.4 MI W FROM MUNCIE CORNER.
 ME0179'ABOUT 3.3 MILES WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0179'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, THENCE ABOUT 1.1
 ME0179'MILES WEST ALONG A GRADED ROAD, ABOUT 1.5 MILES WEST OF RIVERSIDE
 ME0179'UNITED BRETHREN CHURCH, AT THE SOUTHEAST END OF A JOG AROUND THE
 ME0179'NORTH SIDE OF A COUNTY CEMETERY, 97 FEET SOUTH OF THE NORTHEAST
 ME0179'CORNER OF THE CEMETERY, 19 FEET WEST OF THE PROLONGATION OF
 ME0179'THE CENTER LINE OF THE ROAD TANGENT LEADING NORTH, 17.5 FEET
 ME0179'NORTH OF A 24-INCH OAK TREE, 4.5 FEET EAST OF THE EAST CEMETERY
 ME0179'FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 ME0179'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1162 ***********************************************************************
 ME1162  DESIGNATION -  S 17
 ME1162  PID         -  ME1162
 ME1162  STATE/COUNTY-  IN/LAKE
 ME1162  COUNTRY     -  US
 ME1162  USGS QUAD   -  SAINT JOHN (2019)
 ME1162
 ME1162                         *CURRENT SURVEY CONTROL
 ME1162  ______________________________________________________________________
 ME1162* NAD 83(1986) POSITION- 41 26 59.     (N) 087 27 57.     (W)   SCALED
 ME1162* NAVD 88 ORTHO HEIGHT -   214.444 (meters)      703.56  (feet) ADJUSTED
 ME1162  ______________________________________________________________________
 ME1162  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 ME1162  DYNAMIC HEIGHT  -        214.359 (meters)      703.28  (feet) COMP
 ME1162  MODELED GRAVITY -    980,223.5   (mgal)                       NAVD 88
 ME1162
 ME1162  VERT ORDER      -  FIRST     CLASS II
 ME1162
 ME1162.The horizontal coordinates were scaled from a map and have
 ME1162.an estimated accuracy of +/- 6 seconds.
 ME1162
 ME1162.The orthometric height was determined by differential leveling and
 ME1162.adjusted by the NATIONAL GEODETIC SURVEY
 ME1162.in June 1991.
 ME1162
 ME1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1162.GEOID18 height accuracy estimate available here.
 ME1162
 ME1162.Click photographs - Photos may exist for this station.
 ME1162
 ME1162.The dynamic height is computed by dividing the NAVD 88
 ME1162.geopotential number by the normal gravity value computed on the
 ME1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1162.degrees latitude (g = 980.6199 gals.).
 ME1162
 ME1162.The modeled gravity was interpolated from observed gravity values.
 ME1162
 ME1162;                    North         East    Units  Estimated Accuracy
 ME1162;SPC IN W     -   688,570.      868,040.      MT  (+/- 180 meters Scaled)
 ME1162
 ME1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610887(NAD 83)
 ME1162
 ME1162                          SUPERSEDED SURVEY CONTROL
 ME1162
 ME1162  NGVD 29 (??/??/92)  214.533  (m)          703.85   (f) ADJ UNCH    1 2
 ME1162
 ME1162.Superseded values are not recommended for survey control.
 ME1162
 ME1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1162.See file dsdata.pdf to determine how the superseded data were derived.
 ME1162
 ME1162_MARKER: DB = BENCH MARK DISK
 ME1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1162_STAMPING: S 17 1934
 ME1162_MARK LOGO: CGS
 ME1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1162+STABILITY: SURFACE MOTION
 ME1162
 ME1162  HISTORY     - Date     Condition        Report By
 ME1162  HISTORY     - 1934     MONUMENTED       CGS
 ME1162  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1162  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1162
 ME1162                          STATION DESCRIPTION
 ME1162
 ME1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1162'AT ST JOHN.
 ME1162'AT ST. JOHN, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 0.3
 ME1162'MILE NORTH OF THE STATION, ABOUT 160 YARDS NORTH OF MILEPOST 34,
 ME1162'150 YARDS SOUTH OF THE JUNCTION OF THE CHICAGO, INDIANAPOLIS AND
 ME1162'LOUISVILLE RAILWAY, AT  MACADAM-ROAD CROSSING, 41 FEET SOUTH
 ME1162'OF THE CENTERLINE OF THE MACADAM ROAD, 20 FEET WEST OF THE WEST
 ME1162'RAIL OF THE SOUTH-BOUND TRACK, AND LEVEL WITH THE TOP OF THE
 ME1162'RAIL.  A STANDARD DISK, STAMPED S 17 1934 AND SET IN THE TOP
 ME1162'OF A CONCRETE POST.
 ME1162
 ME1162                          STATION RECOVERY (1990)
 ME1162
 ME1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1162'MARK NOT FOUND.
 ME1162
 ME1162                          STATION RECOVERY (2021)
 ME1162
 ME1162'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1162'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0021 ***********************************************************************
 ME0021  DESIGNATION -  S 170
 ME0021  PID         -  ME0021
 ME0021  STATE/COUNTY-  IN/ST JOSEPH
 ME0021  COUNTRY     -  US
 ME0021  USGS QUAD   -  WYATT (2019)
 ME0021
 ME0021                         *CURRENT SURVEY CONTROL
 ME0021  ______________________________________________________________________
 ME0021* NAD 83(1986) POSITION- 41 31 14.     (N) 086 12 51.     (W)   SCALED
 ME0021* NAVD 88 ORTHO HEIGHT -   252.097 (meters)      827.09  (feet) ADJUSTED
 ME0021  ______________________________________________________________________
 ME0021  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0021  DYNAMIC HEIGHT  -        251.993 (meters)      826.75  (feet) COMP
 ME0021  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 ME0021
 ME0021  VERT ORDER      -  SECOND    CLASS 0
 ME0021
 ME0021.The horizontal coordinates were scaled from a map and have
 ME0021.an estimated accuracy of +/- 6 seconds.
 ME0021
 ME0021.The orthometric height was determined by differential leveling and
 ME0021.adjusted by the NATIONAL GEODETIC SURVEY
 ME0021.in June 1991.
 ME0021
 ME0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0021.GEOID18 height accuracy estimate available here.
 ME0021
 ME0021.Click photographs - Photos may exist for this station.
 ME0021
 ME0021.The dynamic height is computed by dividing the NAVD 88
 ME0021.geopotential number by the normal gravity value computed on the
 ME0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0021.degrees latitude (g = 980.6199 gals.).
 ME0021
 ME0021.The modeled gravity was interpolated from observed gravity values.
 ME0021
 ME0021;                    North         East    Units  Estimated Accuracy
 ME0021;SPC IN E     -   696,510.       54,300.      MT  (+/- 180 meters Scaled)
 ME0021
 ME0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL655968(NAD 83)
 ME0021
 ME0021                          SUPERSEDED SURVEY CONTROL
 ME0021
 ME0021  NGVD 29 (??/??/92)  252.210  (m)          827.46   (f) ADJ UNCH    2 0
 ME0021
 ME0021.Superseded values are not recommended for survey control.
 ME0021
 ME0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0021.See file dsdata.pdf to determine how the superseded data were derived.
 ME0021
 ME0021_MARKER: DB = BENCH MARK DISK
 ME0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0021_STAMPING: S 170 1946
 ME0021_MARK LOGO: CGS
 ME0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0021+STABILITY: SURFACE MOTION
 ME0021
 ME0021  HISTORY     - Date     Condition        Report By
 ME0021  HISTORY     - 1946     MONUMENTED       CGS
 ME0021  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME0021  HISTORY     - 20010427 MARK NOT FOUND   USPSQD
 ME0021
 ME0021                          STATION DESCRIPTION
 ME0021
 ME0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0021'3.3 MI E FROM LAKEVILLE.
 ME0021'ABOUT 1.1 MILES EAST ALONG PATTERSON ROAD FROM THE JUNCTION WITH
 ME0021'U.S. HIGHWAY 31 AT LAKEVILLE, THENCE ABOUT 0.3 MILE SOUTH ALONG
 ME0021'KENILWORTH ROAD, AND THENCE ABOUT 1.9 MILES EAST ALONG QUINN ROAD,
 ME0021'ABOUT 0.6 MILE WEST OF THE INTERSECTION OF MIAMI HIGHWAY, IN
 ME0021'THE SOUTHEAST ANGLE OF THE T-JUNCTION OF IRONWOOD ROAD LEADING
 ME0021'SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF QUINN ROAD, 17 FEET
 ME0021'EAST OF THE CENTER LINE OF IRONWOOD ROAD, AT THE NORTHWEST
 ME0021'CORNER OF A CULTIVATED FIELD, ABOUT LEVEL WITH THE ROADS, AND
 ME0021'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0021'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE WYATT CHRISTIAN
 ME0021'CHURCH AT WYATT BY GOING ABOUT 0.45 MILE WEST ALONG PATTERSON
 ME0021'ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG GUMWOOD ROAD, AND THENCE
 ME0021'ABOUT 1.95 MILES WEST ALONG QUINN ROAD.
 ME0021
 ME0021                          STATION RECOVERY (1994)
 ME0021
 ME0021'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0021'MARK NOT FOUND.
 ME0021
 ME0021                          STATION RECOVERY (2001)
 ME0021
 ME0021'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0021'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0408 ***********************************************************************
 ME0408  DESIGNATION -  S 171
 ME0408  PID         -  ME0408
 ME0408  STATE/COUNTY-  IN/KOSCIUSKO
 ME0408  COUNTRY     -  US
 ME0408  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0408
 ME0408                         *CURRENT SURVEY CONTROL
 ME0408  ______________________________________________________________________
 ME0408* NAD 83(1986) POSITION- 41 23 25.     (N) 086 00 02.     (W)   SCALED
 ME0408* NAVD 88 ORTHO HEIGHT -   252.323 (meters)      827.83  (feet) ADJUSTED
 ME0408  ______________________________________________________________________
 ME0408  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 ME0408  DYNAMIC HEIGHT  -        252.221 (meters)      827.50  (feet) COMP
 ME0408  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 ME0408
 ME0408  VERT ORDER      -  SECOND    CLASS 0
 ME0408
 ME0408.The horizontal coordinates were scaled from a map and have
 ME0408.an estimated accuracy of +/- 6 seconds.
 ME0408
 ME0408.The orthometric height was determined by differential leveling and
 ME0408.adjusted by the NATIONAL GEODETIC SURVEY
 ME0408.in June 1991.
 ME0408
 ME0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0408.GEOID18 height accuracy estimate available here.
 ME0408
 ME0408.Click photographs - Photos may exist for this station.
 ME0408
 ME0408.The dynamic height is computed by dividing the NAVD 88
 ME0408.geopotential number by the normal gravity value computed on the
 ME0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0408.degrees latitude (g = 980.6199 gals.).
 ME0408
 ME0408.The modeled gravity was interpolated from observed gravity values.
 ME0408
 ME0408;                    North         East    Units  Estimated Accuracy
 ME0408;SPC IN E     -   681,950.       72,080.      MT  (+/- 180 meters Scaled)
 ME0408
 ME0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835825(NAD 83)
 ME0408
 ME0408                          SUPERSEDED SURVEY CONTROL
 ME0408
 ME0408  NGVD 29 (??/??/92)  252.449  (m)          828.24   (f) ADJ UNCH    2 0
 ME0408
 ME0408.Superseded values are not recommended for survey control.
 ME0408
 ME0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0408.See file dsdata.pdf to determine how the superseded data were derived.
 ME0408
 ME0408_MARKER: DB = BENCH MARK DISK
 ME0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0408_STAMPING: S 171 1946
 ME0408_MARK LOGO: CGS
 ME0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0408+STABILITY: SURFACE MOTION
 ME0408
 ME0408  HISTORY     - Date     Condition        Report By
 ME0408  HISTORY     - 1946     MONUMENTED       CGS
 ME0408  HISTORY     - 1988     GOOD             USPSQD
 ME0408  HISTORY     - 19960530 GOOD             USPSQD
 ME0408
 ME0408                          STATION DESCRIPTION
 ME0408
 ME0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0408'3.6 MI S FROM NAPPANEE.
 ME0408'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0408'LIBRARY AT NAPPANEE, AT A GRAVEL CROSS ROAD, SET IN THE
 ME0408'NORTHEAST QUARTER OF THE INTERSECTION, 34 FEET EAST OF THE CENTER
 ME0408'LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF THE
 ME0408'EAST-WEST GRAVEL ROAD, 13 FEET EAST OF A FENCE CORNER, 1.5
 ME0408'FOOT SOUTH OF THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 ME0408'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0408
 ME0408                          STATION RECOVERY (1988)
 ME0408
 ME0408'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0408'RECOVERED IN GOOD CONDITION.
 ME0408
 ME0408                          STATION RECOVERY (1996)
 ME0408
 ME0408'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1201 ***********************************************************************
 MD1201  DESIGNATION -  S 172
 MD1201  PID         -  MD1201
 MD1201  STATE/COUNTY-  IN/ELKHART
 MD1201  COUNTRY     -  US
 MD1201  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1201
 MD1201                         *CURRENT SURVEY CONTROL
 MD1201  ______________________________________________________________________
 MD1201* NAD 83(1986) POSITION- 41 29 36.     (N) 085 57 46.     (W)   SCALED
 MD1201* NAVD 88 ORTHO HEIGHT -   271.374 (meters)      890.33  (feet) ADJUSTED
 MD1201  ______________________________________________________________________
 MD1201  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 MD1201  DYNAMIC HEIGHT  -        271.263 (meters)      889.97  (feet) COMP
 MD1201  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 MD1201
 MD1201  VERT ORDER      -  SECOND    CLASS 0
 MD1201
 MD1201.The horizontal coordinates were scaled from a map and have
 MD1201.an estimated accuracy of +/- 6 seconds.
 MD1201
 MD1201.The orthometric height was determined by differential leveling and
 MD1201.adjusted by the NATIONAL GEODETIC SURVEY
 MD1201.in June 1991.
 MD1201
 MD1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1201.GEOID18 height accuracy estimate available here.
 MD1201
 MD1201.Click photographs - Photos may exist for this station.
 MD1201
 MD1201.The dynamic height is computed by dividing the NAVD 88
 MD1201.geopotential number by the normal gravity value computed on the
 MD1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1201.degrees latitude (g = 980.6199 gals.).
 MD1201
 MD1201.The modeled gravity was interpolated from observed gravity values.
 MD1201
 MD1201;                    North         East    Units  Estimated Accuracy
 MD1201;SPC IN E     -   693,390.       75,270.      MT  (+/- 180 meters Scaled)
 MD1201
 MD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL865940(NAD 83)
 MD1201
 MD1201                          SUPERSEDED SURVEY CONTROL
 MD1201
 MD1201  NGVD 29 (??/??/92)  271.494  (m)          890.73   (f) ADJ UNCH    2 0
 MD1201
 MD1201.Superseded values are not recommended for survey control.
 MD1201
 MD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1201.See file dsdata.pdf to determine how the superseded data were derived.
 MD1201
 MD1201_MARKER: DB = BENCH MARK DISK
 MD1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1201_STAMPING: S 172 1946
 MD1201_MARK LOGO: CGS
 MD1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1201+STABILITY: SURFACE MOTION
 MD1201
 MD1201  HISTORY     - Date     Condition        Report By
 MD1201  HISTORY     - 1946     MONUMENTED       CGS
 MD1201  HISTORY     - 19950914 GOOD             USPSQD
 MD1201
 MD1201                          STATION DESCRIPTION
 MD1201
 MD1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1201'5.4 MI NE FROM NAPPANEE.
 MD1201'3.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 MD1201'OF U.S. HIGHWAY 6 AT NAPPANEE, THENCE ABOUT 2.0 MILES EAST
 MD1201'ALONG A GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 MD1201'OF A NORTH-AND-SOUTH GRAVEL ROAD, 108 FEET NORTHWEST OF THE
 MD1201'NORTHWEST CORNER OF A FRAME CHURCH, 22 FEET NORTH OF THE
 MD1201'NORTHWEST CORNER OF A SHED, 23 FEET SOUTH OF THE CENTER LINE
 MD1201'OF THE EAST-AND-WEST ROAD, 23 FEET EAST OF THE CENTER LINE
 MD1201'OF THE NORTH-AND-SOUTH ROAD, 4.0 FEET SOUTH OF A GUYED POWER
 MD1201'POLE 513/937, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 MD1201'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1201
 MD1201                          STATION RECOVERY (1995)
 MD1201
 MD1201'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1871 ***********************************************************************
 LA1871  DESIGNATION -  S 173
 LA1871  PID         -  LA1871
 LA1871  STATE/COUNTY-  IN/GRANT
 LA1871  COUNTRY     -  US
 LA1871  USGS QUAD   -  SWEETSER (2019)
 LA1871
 LA1871                         *CURRENT SURVEY CONTROL
 LA1871  ______________________________________________________________________
 LA1871* NAD 83(1986) POSITION- 40 30 38.     (N) 085 48 22.     (W)   SCALED
 LA1871* NAVD 88 ORTHO HEIGHT -   262.217 (meters)      860.29  (feet) ADJUSTED
 LA1871  ______________________________________________________________________
 LA1871  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 LA1871  DYNAMIC HEIGHT  -        262.081 (meters)      859.84  (feet) COMP
 LA1871  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 LA1871
 LA1871  VERT ORDER      -  SECOND    CLASS 0
 LA1871
 LA1871.The horizontal coordinates were scaled from a map and have
 LA1871.an estimated accuracy of +/- 6 seconds.
 LA1871
 LA1871.The orthometric height was determined by differential leveling and
 LA1871.adjusted by the NATIONAL GEODETIC SURVEY
 LA1871.in June 1991.
 LA1871
 LA1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1871.GEOID18 height accuracy estimate available here.
 LA1871
 LA1871.Click photographs - Photos may exist for this station.
 LA1871
 LA1871.The dynamic height is computed by dividing the NAVD 88
 LA1871.geopotential number by the normal gravity value computed on the
 LA1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1871.degrees latitude (g = 980.6199 gals.).
 LA1871
 LA1871.The modeled gravity was interpolated from observed gravity values.
 LA1871
 LA1871;                    North         East    Units  Estimated Accuracy
 LA1871;SPC IN E     -   584,220.       88,180.      MT  (+/- 180 meters Scaled)
 LA1871
 LA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK011851(NAD 83)
 LA1871
 LA1871                          SUPERSEDED SURVEY CONTROL
 LA1871
 LA1871  NGVD 29 (??/??/92)  262.342  (m)          860.70   (f) ADJ UNCH    2 0
 LA1871
 LA1871.Superseded values are not recommended for survey control.
 LA1871
 LA1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1871.See file dsdata.pdf to determine how the superseded data were derived.
 LA1871
 LA1871_MARKER: DB = BENCH MARK DISK
 LA1871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1871_SP_SET: BOX CULVERT HEADWALL
 LA1871_STAMPING: S 173 1946
 LA1871_MARK LOGO: CGS
 LA1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1871+STABILITY: SURFACE MOTION
 LA1871
 LA1871  HISTORY     - Date     Condition        Report By
 LA1871  HISTORY     - 1946     MONUMENTED       CGS
 LA1871
 LA1871                          STATION DESCRIPTION
 LA1871
 LA1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1871'1 MI E FROM SWAYZEE.
 LA1871'1.0 MILE EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA1871'FROM THE STATION AT SWAYZEE, AT A GRAVEL ROAD CROSSING, SET IN
 LA1871'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 4 BY 3 FOOT
 LA1871'CONCRETE BOX CULVERT UNDER THE GRAVEL ROAD, 31 FEET NORTH OF THE
 LA1871'NORTH RAIL OF THE TRACK, 54 FEET EAST OF POLE NO. 163/5, 13 FEET
 LA1871'WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE TRACK,
 LA1871'AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1594 ***********************************************************************
 LA1594  DESIGNATION -  S 174
 LA1594  PID         -  LA1594
 LA1594  STATE/COUNTY-  IN/GRANT
 LA1594  COUNTRY     -  US
 LA1594  USGS QUAD   -  MARION (2019)
 LA1594
 LA1594                         *CURRENT SURVEY CONTROL
 LA1594  ______________________________________________________________________
 LA1594* NAD 83(1986) POSITION- 40 32 18.     (N) 085 41 34.     (W)   SCALED
 LA1594* NAVD 88 ORTHO HEIGHT -   257.738 (meters)      845.60  (feet) ADJUSTED
 LA1594  ______________________________________________________________________
 LA1594  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 LA1594  DYNAMIC HEIGHT  -        257.607 (meters)      845.17  (feet) COMP
 LA1594  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 LA1594
 LA1594  VERT ORDER      -  FIRST     CLASS II
 LA1594
 LA1594.The horizontal coordinates were scaled from a map and have
 LA1594.an estimated accuracy of +/- 6 seconds.
 LA1594
 LA1594.The orthometric height was determined by differential leveling and
 LA1594.adjusted by the NATIONAL GEODETIC SURVEY
 LA1594.in June 1991.
 LA1594
 LA1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1594.GEOID18 height accuracy estimate available here.
 LA1594
 LA1594.Click photographs - Photos may exist for this station.
 LA1594
 LA1594.The dynamic height is computed by dividing the NAVD 88
 LA1594.geopotential number by the normal gravity value computed on the
 LA1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1594.degrees latitude (g = 980.6199 gals.).
 LA1594
 LA1594.The modeled gravity was interpolated from observed gravity values.
 LA1594
 LA1594;                    North         East    Units  Estimated Accuracy
 LA1594;SPC IN E     -   587,290.       97,790.      MT  (+/- 180 meters Scaled)
 LA1594
 LA1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK107883(NAD 83)
 LA1594
 LA1594                          SUPERSEDED SURVEY CONTROL
 LA1594
 LA1594  NGVD 29 (??/??/92)  257.862  (m)          846.00   (f) ADJ UNCH    1 2
 LA1594
 LA1594.Superseded values are not recommended for survey control.
 LA1594
 LA1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1594.See file dsdata.pdf to determine how the superseded data were derived.
 LA1594
 LA1594_MARKER: DB = BENCH MARK DISK
 LA1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1594_SP_SET: BRIDGE
 LA1594_STAMPING: S 174 1946
 LA1594_MARK LOGO: CGS
 LA1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1594
 LA1594  HISTORY     - Date     Condition        Report By
 LA1594  HISTORY     - 1946     MONUMENTED       CGS
 LA1594
 LA1594                          STATION DESCRIPTION
 LA1594
 LA1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1594'1.8 MI S FROM MARION.
 LA1594'ABOUT 1.8 MILES SOUTH ALONG MILLER AVENUE FROM THE ENTRANCE TO THE
 LA1594'WEST SIDE AIRPORT, ABOUT 75 YARDS NORTH OF A BLACK TOP ROAD
 LA1594'CROSSING, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 LA1594'RAILING OF AN 8 FOOT CONCRETE ARCH BRIDGE OVER A DITCH, 11 FEET
 LA1594'WEST OF THE CENTER LINE OF MILLER AVENUE, AND ABOUT 2.5 FEET
 LA1594'ABOVE THE BRIDGE FLOOR.  NOTE-- MARK MAY BE REACHED BY GOING
 LA1594'ABOUT 3.0 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1594'LOUIS RAILROAD, THENCE ABOUT 0.8 MILE NORTH ALONG MILLER AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0428 ***********************************************************************
 ME0428  DESIGNATION -  S 176
 ME0428  PID         -  ME0428
 ME0428  STATE/COUNTY-  IN/MARSHALL
 ME0428  COUNTRY     -  US
 ME0428  USGS QUAD   -  MENTONE (2019)
 ME0428
 ME0428                         *CURRENT SURVEY CONTROL
 ME0428  ______________________________________________________________________
 ME0428* NAD 83(1986) POSITION- 41 11 13.14   (N) 086 06 52.92   (W)   HD_HELD1
 ME0428* NAVD 88 ORTHO HEIGHT -   237.526 (meters)      779.28  (feet) ADJUSTED
 ME0428  ______________________________________________________________________
 ME0428  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 ME0428  DYNAMIC HEIGHT  -        237.425 (meters)      778.95  (feet) COMP
 ME0428  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 ME0428
 ME0428  VERT ORDER      -  SECOND    CLASS 0
 ME0428
 ME0428.The horizontal coordinates were determined by differentially corrected
 ME0428.hand held GPS observations or other comparable positioning techniques
 ME0428.and have an estimated accuracy of +/- 3 meters.
 ME0428
 ME0428.The orthometric height was determined by differential leveling and
 ME0428.adjusted by the NATIONAL GEODETIC SURVEY
 ME0428.in June 1991.
 ME0428
 ME0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0428.GEOID18 height accuracy estimate available here.
 ME0428
 ME0428.Click photographs - Photos may exist for this station.
 ME0428
 ME0428.The dynamic height is computed by dividing the NAVD 88
 ME0428.geopotential number by the normal gravity value computed on the
 ME0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0428.degrees latitude (g = 980.6199 gals.).
 ME0428
 ME0428.The modeled gravity was interpolated from observed gravity values.
 ME0428
 ME0428;                    North         East    Units  Estimated Accuracy
 ME0428;SPC IN E     -   659,419.8      62,412.6     MT  (+/- 3 meters HH1 GPS) 
 ME0428
 ME0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7424459892(NAD 83)
 ME0428
 ME0428                          SUPERSEDED SURVEY CONTROL
 ME0428
 ME0428  NGVD 29 (??/??/92)  237.650  (m)          779.69   (f) ADJ UNCH    2 0
 ME0428
 ME0428.Superseded values are not recommended for survey control.
 ME0428
 ME0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0428.See file dsdata.pdf to determine how the superseded data were derived.
 ME0428
 ME0428_MARKER: DB = BENCH MARK DISK
 ME0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0428_STAMPING: S 176 1946
 ME0428_MARK LOGO: CGS
 ME0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0428+STABILITY: SURFACE MOTION
 ME0428
 ME0428  HISTORY     - Date     Condition        Report By
 ME0428  HISTORY     - 1946     MONUMENTED       CGS
 ME0428  HISTORY     - 1988     GOOD             USPSQD
 ME0428  HISTORY     - 19881112 GOOD             USPSQD
 ME0428  HISTORY     - 19940719 GOOD             USPSQD
 ME0428  HISTORY     - 20110316 GOOD             INDOT
 ME0428
 ME0428                          STATION DESCRIPTION
 ME0428
 ME0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0428'1.3 MI S FROM TIPPECANOE.
 ME0428'ABOUT 1.3 MILE SOUTH ALONG STATE HIGHWAY 331 FROM THE NEW YORK,
 ME0428'CHICAGO AND ST. LOUIS RAILROAD STATION AT TIPPECANOE, ABOUT
 ME0428'1.0 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY 25, IN THE
 ME0428'SOUTHWEST QUARTER OF AN INTERSECTION WITH AN EAST-WEST GRAVEL
 ME0428'ROAD, 107 FEET SOUTH-SOUTHEAST AND ACROSS THE EAST-WEST ROAD
 ME0428'FROM THE SOUTHEAST CORNER OF A 2-STORY WHITE FARM HOUSE, 36
 ME0428'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH OF
 ME0428'THE CENTER LINE OF THE EAST-WEST ROAD, 1 1/2 FEET EAST OF A CORNER
 ME0428'FENCE POST, 1 1/2 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER,
 ME0428'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 ME0428'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0428'ABOUT 4 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 ME0428'INTERSECTION OF STATE HIGHWAYS 25 AND 19 AT MENTONE BY GOING
 ME0428'WEST ALONG HIGHWAY 25 FOR ABOUT 3.9 MILES, THENCE 1.0 MILE
 ME0428'NORTH ALONG HIGHWAY 331.
 ME0428
 ME0428                          STATION RECOVERY (1988)
 ME0428
 ME0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0428'RECOVERED IN GOOD CONDITION.
 ME0428
 ME0428                          STATION RECOVERY (1988)
 ME0428
 ME0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0428'RECOVERED IN GOOD CONDITION.
 ME0428
 ME0428                          STATION RECOVERY (1994)
 ME0428
 ME0428'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0428'RECOVERED IN GOOD CONDITION.
 ME0428
 ME0428                          STATION RECOVERY (2011)
 ME0428
 ME0428'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0248 ***********************************************************************
 LB0248  DESIGNATION -  S 179
 LB0248  PID         -  LB0248
 LB0248  STATE/COUNTY-  IN/MIAMI
 LB0248  COUNTRY     -  US
 LB0248  USGS QUAD   -  DEEDSVILLE (2019)
 LB0248
 LB0248                         *CURRENT SURVEY CONTROL
 LB0248  ______________________________________________________________________
 LB0248* NAD 83(1986) POSITION- 40 54 22.     (N) 086 01 38.     (W)   SCALED
 LB0248* NAVD 88 ORTHO HEIGHT -   250.533 (meters)      821.96  (feet) ADJUSTED
 LB0248  ______________________________________________________________________
 LB0248  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 LB0248  DYNAMIC HEIGHT  -        250.416 (meters)      821.57  (feet) COMP
 LB0248  MODELED GRAVITY -    980,151.8   (mgal)                       NAVD 88
 LB0248
 LB0248  VERT ORDER      -  SECOND    CLASS 0
 LB0248
 LB0248.The horizontal coordinates were scaled from a map and have
 LB0248.an estimated accuracy of +/- 6 seconds.
 LB0248
 LB0248.The orthometric height was determined by differential leveling and
 LB0248.adjusted by the NATIONAL GEODETIC SURVEY
 LB0248.in June 1991.
 LB0248
 LB0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0248.GEOID18 height accuracy estimate available here.
 LB0248
 LB0248.Click photographs - Photos may exist for this station.
 LB0248
 LB0248.The dynamic height is computed by dividing the NAVD 88
 LB0248.geopotential number by the normal gravity value computed on the
 LB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0248.degrees latitude (g = 980.6199 gals.).
 LB0248
 LB0248.The modeled gravity was interpolated from observed gravity values.
 LB0248
 LB0248;                    North         East    Units  Estimated Accuracy
 LB0248;SPC IN E     -   628,190.       69,620.      MT  (+/- 180 meters Scaled)
 LB0248
 LB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL819287(NAD 83)
 LB0248
 LB0248                          SUPERSEDED SURVEY CONTROL
 LB0248
 LB0248  NGVD 29 (??/??/92)  250.654  (m)          822.35   (f) ADJ UNCH    2 0
 LB0248
 LB0248.Superseded values are not recommended for survey control.
 LB0248
 LB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0248.See file dsdata.pdf to determine how the superseded data were derived.
 LB0248
 LB0248_MARKER: DB = BENCH MARK DISK
 LB0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0248_STAMPING: S 179 1946
 LB0248_MARK LOGO: CGS
 LB0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0248+STABILITY: SURFACE MOTION
 LB0248
 LB0248  HISTORY     - Date     Condition        Report By
 LB0248  HISTORY     - 1946     MONUMENTED       CGS
 LB0248  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0248
 LB0248                          STATION DESCRIPTION
 LB0248
 LB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0248'3.4 MI N FROM CHILI.
 LB0248'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0248'OFFICE AT CHILI, ABOUT 0.45 MILE SOUTH OF THE JUNCTION OF STATE
 LB0248'HIGHWAY 16 LEADING EAST, ABOUT 0.1 MILE NORTH OF A CEMETERY ON
 LB0248'THE EAST SIDE OF THE HIGHWAY, SET AT THE DRIVE WAY LEADING TO A
 LB0248'FARM HOUSE ON THE EAST SIDE OF THE HIGHWAY, 27 FEET EAST OF THE
 LB0248'CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE
 LB0248'OF THE DRIVE WAY, 4.5 FEET EAST OF A CONCRETE CORNER FENCE POST,
 LB0248'ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LB0248'POST PROJECTING 6 INCHES.
 LB0248
 LB0248                          STATION RECOVERY (1989)
 LB0248
 LB0248'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0872 ***********************************************************************
 ME0872  DESIGNATION -  S 18
 ME0872  PID         -  ME0872
 ME0872  STATE/COUNTY-  IN/PORTER
 ME0872  COUNTRY     -  US
 ME0872  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0872
 ME0872                         *CURRENT SURVEY CONTROL
 ME0872  ______________________________________________________________________
 ME0872* NAD 83(1986) POSITION- 41 40 57.35   (N) 086 55 57.13   (W)   HD_HELD1
 ME0872* NAVD 88 ORTHO HEIGHT -   192.076 (meters)      630.17  (feet) ADJUSTED
 ME0872  ______________________________________________________________________
 ME0872  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME0872  DYNAMIC HEIGHT  -        192.006 (meters)      629.94  (feet) COMP
 ME0872  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME0872
 ME0872  VERT ORDER      -  SECOND    CLASS 0
 ME0872
 ME0872.The horizontal coordinates were determined by differentially corrected
 ME0872.hand held GPS observations or other comparable positioning techniques
 ME0872.and have an estimated accuracy of +/- 3 meters.
 ME0872
 ME0872.The orthometric height was determined by differential leveling and
 ME0872.adjusted by the NATIONAL GEODETIC SURVEY
 ME0872.in June 1991.
 ME0872
 ME0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0872.GEOID18 height accuracy estimate available here.
 ME0872
 ME0872.Click photographs - Photos may exist for this station.
 ME0872
 ME0872.The dynamic height is computed by dividing the NAVD 88
 ME0872.geopotential number by the normal gravity value computed on the
 ME0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0872.degrees latitude (g = 980.6199 gals.).
 ME0872
 ME0872.The modeled gravity was interpolated from observed gravity values.
 ME0872
 ME0872;                    North         East    Units  Estimated Accuracy
 ME0872;SPC IN W     -   714,376.3     912,555.1     MT  (+/- 3 meters HH1 GPS) 
 ME0872
 ME0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0561414538(NAD 83)
 ME0872
 ME0872                          SUPERSEDED SURVEY CONTROL
 ME0872
 ME0872  NGVD 29 (??/??/92)  192.184  (m)          630.52   (f) ADJ UNCH    2 0
 ME0872
 ME0872.Superseded values are not recommended for survey control.
 ME0872
 ME0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0872.See file dsdata.pdf to determine how the superseded data were derived.
 ME0872
 ME0872_MARKER: DB = BENCH MARK DISK
 ME0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0872_STAMPING: S 18 1934
 ME0872_MARK LOGO: CGS
 ME0872_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0872+STABILITY: SURFACE MOTION
 ME0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0872+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2023
 ME0872
 ME0872  HISTORY     - Date     Condition        Report By
 ME0872  HISTORY     - 1934     MONUMENTED       CGS
 ME0872  HISTORY     - 1971     GOOD             NGS
 ME0872  HISTORY     - 1985     GOOD             LOCSUR
 ME0872  HISTORY     - 19870730 GOOD             NGS
 ME0872  HISTORY     - 20080414 GOOD             INDIV
 ME0872  HISTORY     - 20230403 GOOD             IN-127
 ME0872
 ME0872                          STATION DESCRIPTION
 ME0872
 ME0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0872'2.4 MI SW FROM MICHIGAN CITY.
 ME0872'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0872'THE PERE MARQUETTE RAILWAY, 28 RAILS NORTHEAST OF THE CROSSING OF
 ME0872'U.S. HIGHWAY 20, APPROXIMATELY 100 YARDS NORTH OF A BRICK HOME,
 ME0872'IN THE SOUTH ANGLE OF TARVIA ROAD CROSSING, 19 YARDS SOUTH OF
 ME0872'THE JUNCTION OF TWO TARVIA ROADS, 13 YARDS SOUTHWEST OF THE
 ME0872'CENTER LINE OF A TARVIA ROAD, 16 YARDS SOUTHEAST OF THE SOUTHEAST
 ME0872'RAIL, 1 YARD NORTHWEST OF A FENCE LINE, A CONCRETE POST, 8 INCHES
 ME0872'ABOVE THE GROUND.  A STANDARD DISK, STAMPED S 18 1934.
 ME0872
 ME0872                          STATION RECOVERY (1971)
 ME0872
 ME0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME0872'RECOVERED IN GOOD CONDITION.
 ME0872
 ME0872                          STATION RECOVERY (1985)
 ME0872
 ME0872'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ME0872'RECOVERED IN GOOD CONDITION.
 ME0872
 ME0872                          STATION RECOVERY (1987)
 ME0872
 ME0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ME0872'FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 35 IN MICHIGAN CITY, GO
 ME0872'WESTERLY ON U.S. HIGHWAY 12 FOR 2.7 MILES (4.3 KM) TO A
 ME0872'Y-INTERSECTION WITH COUNTY LINE ROAD.  THIS INTERSECTION IS 0.2 MILES
 ME0872'(0.3 KM) WEST OF THE LAPORTE COUNTY COURTHOUSE.  BEAR LEFT AND GO
 ME0872'SOUTH ON COUNTY LINE ROAD FOR 1.0 MILES (1.6 KM) TO A RAILROAD
 ME0872'CROSSING AND THE STATION IN THE SOUTHWEST QUADRANT OF THIS
 ME0872'INTERSECTION WITH THE RAILROAD, 51.3 FEET (15.6 M) SOUTH-SOUTHEAST OF
 ME0872'THE SOUTH RAIL OF RAILROAD TRACK.  39.0 FEET (11.9 M) WEST OF THE
 ME0872'CENTER OF COUNTY LINE ROAD, 38.0 FEET (11.6 M) SOUTH OF THE SOUTHWEST
 ME0872'CORNER OF A SMALL METAL BUILDING HOUSING THE SWITCH CONTROL FOR
 ME0872'RAILROAD CROSSING, 14.4 FEET (4.4 M) FROM A UTILITY POLE AND 1.0 FEET
 ME0872'(0.3 M) EAST FROM A METAL WITNESS POST.
 ME0872
 ME0872                          STATION RECOVERY (2008)
 ME0872
 ME0872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LAW)
 ME0872'FOUND IN GOOD CONDITION
 ME0872
 ME0872                          STATION RECOVERY (2023)
 ME0872
 ME0872'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME0872'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND PORTER-LAPORTE
 ME0872'COUNTY LINE ROAD, GO NORTH ON COUNTY LINE ROAD FOR 0.15 MI (0.24 KM)
 ME0872'TO THE INTERSECTION OF CSXT RAILROAD (EARL ROAD IS TO THE NORTHEAST)
 ME0872'AND THE STATION IS IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION.
 ME0872'51.8 FT (15.8 M) SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 ME0872'32.0 FT (9.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF SMALL METAL
 ME0872'BUILDING HOUSING THE SWITCH CONTROL FOR RAILROAD CROSSING, 4.95 FT
 ME0872'(1.5 M) NORTHWEST OF ELECTRIC METER POLE, 38.0 FT (11.6 M) WEST OF THE
 ME0872'CENTERLINE OF COUNTY LINE ROAD, 1.0 FT (0.3 M) NORTHWEST OF FIBERGLASS
 ME0872'WITNESS POST.  STATION IS SET IN THE TOP OF CONCRETE POST, 0.5 FT (15
 ME0872'CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0204 ***********************************************************************
 LB0204  DESIGNATION -  S 180
 LB0204  PID         -  LB0204
 LB0204  STATE/COUNTY-  IN/MIAMI
 LB0204  COUNTRY     -  US
 LB0204  USGS QUAD   -  MACY (2019)
 LB0204
 LB0204                         *CURRENT SURVEY CONTROL
 LB0204  ______________________________________________________________________
 LB0204* NAD 83(1986) POSITION- 40 57 54.     (N) 086 07 34.     (W)   SCALED
 LB0204* NAVD 88 ORTHO HEIGHT -   257.274 (meters)      844.07  (feet) ADJUSTED
 LB0204  ______________________________________________________________________
 LB0204  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 LB0204  DYNAMIC HEIGHT  -        257.157 (meters)      843.69  (feet) COMP
 LB0204  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 LB0204
 LB0204  VERT ORDER      -  SECOND    CLASS 0
 LB0204
 LB0204.The horizontal coordinates were scaled from a map and have
 LB0204.an estimated accuracy of +/- 6 seconds.
 LB0204
 LB0204.The orthometric height was determined by differential leveling and
 LB0204.adjusted by the NATIONAL GEODETIC SURVEY
 LB0204.in June 1991.
 LB0204
 LB0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0204.GEOID18 height accuracy estimate available here.
 LB0204
 LB0204.Click photographs - Photos may exist for this station.
 LB0204
 LB0204.The dynamic height is computed by dividing the NAVD 88
 LB0204.geopotential number by the normal gravity value computed on the
 LB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0204.degrees latitude (g = 980.6199 gals.).
 LB0204
 LB0204.The modeled gravity was interpolated from observed gravity values.
 LB0204
 LB0204;                    North         East    Units  Estimated Accuracy
 LB0204;SPC IN E     -   634,770.       61,330.      MT  (+/- 180 meters Scaled)
 LB0204
 LB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL735352(NAD 83)
 LB0204
 LB0204                          SUPERSEDED SURVEY CONTROL
 LB0204
 LB0204  NGVD 29 (??/??/92)  257.394  (m)          844.47   (f) ADJ UNCH    2 0
 LB0204
 LB0204.Superseded values are not recommended for survey control.
 LB0204
 LB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0204.See file dsdata.pdf to determine how the superseded data were derived.
 LB0204
 LB0204_MARKER: DB = BENCH MARK DISK
 LB0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0204_STAMPING: S 180 1946
 LB0204_MARK LOGO: CGS
 LB0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0204+STABILITY: SURFACE MOTION
 LB0204
 LB0204  HISTORY     - Date     Condition        Report By
 LB0204  HISTORY     - 1946     MONUMENTED       CGS
 LB0204  HISTORY     - 1989     GOOD             USPSQD
 LB0204
 LB0204                          STATION DESCRIPTION
 LB0204
 LB0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0204'0.4 MI N FROM MACY.
 LB0204'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE M.E. CHURCH
 LB0204'AT MACY, AT A TWO STORY BRICK HOUSE ON THE WEST SIDE OF THE
 LB0204'ROAD, 114 FEET EAST AND ACROSS THE DRIVE WAY FROM THE SOUTHEAST
 LB0204'CORNER OF THE HOUSE, 18 FEET WEST OF THE CENTER LINE OF THE
 LB0204'ROAD, 49 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 12 FEET
 LB0204'SOUTH OF A 6 INCH CONCRETE FENCE CORNER POST, ABOUT 0.5 FOOT
 LB0204'BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0204'6 INCHES.
 LB0204
 LB0204                          STATION RECOVERY (1989)
 LB0204
 LB0204'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0176 ***********************************************************************
 LB0176  DESIGNATION -  S 181
 LB0176  PID         -  LB0176
 LB0176  STATE/COUNTY-  IN/CASS
 LB0176  COUNTRY     -  US
 LB0176  USGS QUAD   -  MACY (2019)
 LB0176
 LB0176                         *CURRENT SURVEY CONTROL
 LB0176  ______________________________________________________________________
 LB0176* NAD 83(1986) POSITION- 40 53 16.     (N) 086 13 33.     (W)   SCALED
 LB0176* NAVD 88 ORTHO HEIGHT -   246.219 (meters)      807.80  (feet) ADJUSTED
 LB0176  ______________________________________________________________________
 LB0176  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 LB0176  DYNAMIC HEIGHT  -        246.107 (meters)      807.44  (feet) COMP
 LB0176  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 LB0176
 LB0176  VERT ORDER      -  SECOND    CLASS 0
 LB0176
 LB0176.The horizontal coordinates were scaled from a map and have
 LB0176.an estimated accuracy of +/- 6 seconds.
 LB0176
 LB0176.The orthometric height was determined by differential leveling and
 LB0176.adjusted by the NATIONAL GEODETIC SURVEY
 LB0176.in June 1991.
 LB0176
 LB0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0176.GEOID18 height accuracy estimate available here.
 LB0176
 LB0176.Click photographs - Photos may exist for this station.
 LB0176
 LB0176.The dynamic height is computed by dividing the NAVD 88
 LB0176.geopotential number by the normal gravity value computed on the
 LB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0176.degrees latitude (g = 980.6199 gals.).
 LB0176
 LB0176.The modeled gravity was interpolated from observed gravity values.
 LB0176
 LB0176;                    North         East    Units  Estimated Accuracy
 LB0176;SPC IN E     -   626,250.       52,880.      MT  (+/- 180 meters Scaled)
 LB0176
 LB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL652265(NAD 83)
 LB0176
 LB0176                          SUPERSEDED SURVEY CONTROL
 LB0176
 LB0176  NGVD 29 (??/??/92)  246.338  (m)          808.19   (f) ADJ UNCH    2 0
 LB0176
 LB0176.Superseded values are not recommended for survey control.
 LB0176
 LB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0176.See file dsdata.pdf to determine how the superseded data were derived.
 LB0176
 LB0176_MARKER: DB = BENCH MARK DISK
 LB0176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0176+WITH SETTING: PAVEMENT
 LB0176_SP_SET: GATE POST
 LB0176_STAMPING: S 181 1946
 LB0176_MARK LOGO: CGS
 LB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0176+STABILITY: SURFACE MOTION
 LB0176
 LB0176  HISTORY     - Date     Condition        Report By
 LB0176  HISTORY     - 1946     MONUMENTED       CGS
 LB0176  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0176
 LB0176                          STATION DESCRIPTION
 LB0176
 LB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0176'1.6 MI N FROM TWELVE MILE.
 LB0176'ABOUT 1.55 MILES NORTH ALONG A ROAD LEADING TO FULTON FROM THE
 LB0176'SCHOOL AT TWELVE MILE, ABOUT 0.3 MILE NORTH OF THE BRIDGE OVER
 LB0176'ULRICH DITCH, AT THE DRIVE WAY TO A TWO STORY HOUSE ON THE WEST
 LB0176'SIDE OF THE ROAD, SET VERTICALLY IN THE EAST FACE OF THE SOUTH
 LB0176'CONCRETE GATE POST OF THE DRIVE WAY, 24 FEET WEST OF THE CENTER
 LB0176'LINE OF THE ROAD, 8 FEET SOUTH OF THE CENTER OF THE DRIVE WAY,
 LB0176'AND 2 FEET ABOVE THE GROUND.
 LB0176
 LB0176                          STATION RECOVERY (1989)
 LB0176
 LB0176'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0327 ***********************************************************************
 ME0327  DESIGNATION -  S 182
 ME0327  PID         -  ME0327
 ME0327  STATE/COUNTY-  IN/FULTON
 ME0327  COUNTRY     -  US
 ME0327  USGS QUAD   -  KEWANNA (2019)
 ME0327
 ME0327                         *CURRENT SURVEY CONTROL
 ME0327  ______________________________________________________________________
 ME0327* NAD 83(1986) POSITION- 41 04 09.     (N) 086 24 52.     (W)   SCALED
 ME0327* NAVD 88 ORTHO HEIGHT -   235.915 (meters)      774.00  (feet) ADJUSTED
 ME0327  ______________________________________________________________________
 ME0327  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 ME0327  DYNAMIC HEIGHT  -        235.817 (meters)      773.68  (feet) COMP
 ME0327  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 ME0327
 ME0327  VERT ORDER      -  SECOND    CLASS 0
 ME0327
 ME0327.The horizontal coordinates were scaled from a map and have
 ME0327.an estimated accuracy of +/- 6 seconds.
 ME0327
 ME0327.The orthometric height was determined by differential leveling and
 ME0327.adjusted by the NATIONAL GEODETIC SURVEY
 ME0327.in June 1991.
 ME0327
 ME0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0327.GEOID18 height accuracy estimate available here.
 ME0327
 ME0327.Click photographs - Photos may exist for this station.
 ME0327
 ME0327.The dynamic height is computed by dividing the NAVD 88
 ME0327.geopotential number by the normal gravity value computed on the
 ME0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0327.degrees latitude (g = 980.6199 gals.).
 ME0327
 ME0327.The modeled gravity was interpolated from observed gravity values.
 ME0327
 ME0327;                    North         East    Units  Estimated Accuracy
 ME0327;SPC IN E     -   646,510.       37,150.      MT  (+/- 180 meters Scaled)
 ME0327
 ME0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491466(NAD 83)
 ME0327
 ME0327                          SUPERSEDED SURVEY CONTROL
 ME0327
 ME0327  NGVD 29 (??/??/92)  236.042  (m)          774.41   (f) ADJ UNCH    2 0
 ME0327
 ME0327.Superseded values are not recommended for survey control.
 ME0327
 ME0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0327.See file dsdata.pdf to determine how the superseded data were derived.
 ME0327
 ME0327_MARKER: DB = BENCH MARK DISK
 ME0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0327_STAMPING: S 182 1946
 ME0327_MARK LOGO: CGS
 ME0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0327+STABILITY: SURFACE MOTION
 ME0327
 ME0327  HISTORY     - Date     Condition        Report By
 ME0327  HISTORY     - 1946     MONUMENTED       CGS
 ME0327  HISTORY     - 1982     MARK NOT FOUND   BRADY
 ME0327
 ME0327                          STATION DESCRIPTION
 ME0327
 ME0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0327'3.5 MI N FROM KEWANNA.
 ME0327'ABOUT 3.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0327'STATION AT KEWANNA, SET IN THE SOUTHEAST QUARTER OF THE PAVED
 ME0327'ROAD CROSSING AT BRUCE LAKE STATION, 111 FEET WEST OF THE
 ME0327'NORTHWEST CORNER OF A TWO STORY WHITE HOUSE, 73 FEET SOUTH AND
 ME0327'ACROSS THE PAVED ROAD FROM THE ABANDONED POST OFFICE BUILDING,
 ME0327'41 FEET EAST OF THE EAST RAIL, 39 FEET SOUTH OF THE CENTER LINE
 ME0327'OF THE ROAD, 20 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 ME0327'THE ROW OF POLES, ABOUT 0.5 FOOT ABOVE THE TRACK, AND SET IN THE
 ME0327'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0327
 ME0327                          STATION RECOVERY (1982)
 ME0327
 ME0327'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982
 ME0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1694 ***********************************************************************
 LA1694  DESIGNATION -  S 183
 LA1694  PID         -  LA1694
 LA1694  STATE/COUNTY-  IN/WABASH
 LA1694  COUNTRY     -  US
 LA1694  USGS QUAD   -  RICHVALLEY (2019)
 LA1694
 LA1694                         *CURRENT SURVEY CONTROL
 LA1694  ______________________________________________________________________
 LA1694* NAD 83(1986) POSITION- 40 47 41.     (N) 085 55 22.     (W)   SCALED
 LA1694* NAVD 88 ORTHO HEIGHT -   214.560 (meters)      703.94  (feet) ADJUSTED
 LA1694  ______________________________________________________________________
 LA1694  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 LA1694  DYNAMIC HEIGHT  -        214.457 (meters)      703.60  (feet) COMP
 LA1694  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 LA1694
 LA1694  VERT ORDER      -  SECOND    CLASS 0
 LA1694
 LA1694.The horizontal coordinates were scaled from a map and have
 LA1694.an estimated accuracy of +/- 6 seconds.
 LA1694
 LA1694.The orthometric height was determined by differential leveling and
 LA1694.adjusted by the NATIONAL GEODETIC SURVEY
 LA1694.in June 1991.
 LA1694
 LA1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1694.GEOID18 height accuracy estimate available here.
 LA1694
 LA1694.Click photographs - Photos may exist for this station.
 LA1694
 LA1694.The dynamic height is computed by dividing the NAVD 88
 LA1694.geopotential number by the normal gravity value computed on the
 LA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1694.degrees latitude (g = 980.6199 gals.).
 LA1694
 LA1694.The modeled gravity was interpolated from observed gravity values.
 LA1694
 LA1694;                    North         East    Units  Estimated Accuracy
 LA1694;SPC IN E     -   615,790.       78,390.      MT  (+/- 180 meters Scaled)
 LA1694
 LA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL908165(NAD 83)
 LA1694
 LA1694                          SUPERSEDED SURVEY CONTROL
 LA1694
 LA1694  NGVD 29 (??/??/92)  214.682  (m)          704.34   (f) ADJ UNCH    2 0
 LA1694
 LA1694.Superseded values are not recommended for survey control.
 LA1694
 LA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1694.See file dsdata.pdf to determine how the superseded data were derived.
 LA1694
 LA1694_MARKER: DB = BENCH MARK DISK
 LA1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1694_STAMPING: S 183 1946
 LA1694_MARK LOGO: CGS
 LA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1694+STABILITY: SURFACE MOTION
 LA1694
 LA1694  HISTORY     - Date     Condition        Report By
 LA1694  HISTORY     - 1946     MONUMENTED       CGS
 LA1694
 LA1694                          STATION DESCRIPTION
 LA1694
 LA1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1694'0.8 MI N FROM RICHVALLEY.
 LA1694'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO ROANN
 LA1694'FROM THE WABASH RAILWAY STATION AT RICHVALLEY, SET IN THE
 LA1694'NORTHWEST QUARTER OF THE FIRST CROSSROADS NORTH OF RICHVALLEY,
 LA1694'204 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM THE WEST END
 LA1694'OF THE NORTH CONCRETE BRIDGE RAILING OF A 5 FOOT CONCRETE BRIDGE
 LA1694'ON THE EAST-WEST ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE
 LA1694'EAST-WEST ROAD, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 4
 LA1694'FEET WEST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LA1694'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0243 ***********************************************************************
 ME0243  DESIGNATION -  S 184
 ME0243  PID         -  ME0243
 ME0243  STATE/COUNTY-  IN/MARSHALL
 ME0243  COUNTRY     -  US
 ME0243  USGS QUAD   -  INWOOD (2019)
 ME0243
 ME0243                         *CURRENT SURVEY CONTROL
 ME0243  ______________________________________________________________________
 ME0243* NAD 83(1986) POSITION- 41 18 12.     (N) 086 09 08.     (W)   SCALED
 ME0243* NAVD 88 ORTHO HEIGHT -   254.371 (meters)      834.55  (feet) ADJUSTED
 ME0243  ______________________________________________________________________
 ME0243  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 ME0243  DYNAMIC HEIGHT  -        254.264 (meters)      834.20  (feet) COMP
 ME0243  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME0243
 ME0243  VERT ORDER      -  FIRST     CLASS I
 ME0243
 ME0243.The horizontal coordinates were scaled from a map and have
 ME0243.an estimated accuracy of +/- 6 seconds.
 ME0243
 ME0243.The orthometric height was determined by differential leveling and
 ME0243.adjusted by the NATIONAL GEODETIC SURVEY
 ME0243.in April 1995.
 ME0243
 ME0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0243.GEOID18 height accuracy estimate available here.
 ME0243
 ME0243.Click photographs - Photos may exist for this station.
 ME0243
 ME0243.The dynamic height is computed by dividing the NAVD 88
 ME0243.geopotential number by the normal gravity value computed on the
 ME0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0243.degrees latitude (g = 980.6199 gals.).
 ME0243
 ME0243.The modeled gravity was interpolated from observed gravity values.
 ME0243
 ME0243;                    North         East    Units  Estimated Accuracy
 ME0243;SPC IN E     -   672,360.       59,340.      MT  (+/- 180 meters Scaled)
 ME0243
 ME0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL709727(NAD 83)
 ME0243
 ME0243                          SUPERSEDED SURVEY CONTROL
 ME0243
 ME0243  NAVD 88 (06/15/91)  254.384  (m)          834.59   (f) SUPERSEDED  1 1
 ME0243  NGVD 29 (01/19/93)  254.499  (m)          834.97   (f) ADJUSTED    1 1
 ME0243  NGVD 29 (??/??/92)  254.505  (m)          834.99   (f) SUPERSEDED  1 1
 ME0243
 ME0243.Superseded values are not recommended for survey control.
 ME0243
 ME0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0243.See file dsdata.pdf to determine how the superseded data were derived.
 ME0243
 ME0243_MARKER: DB = BENCH MARK DISK
 ME0243_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0243_SP_SET: BOX CULVERT WINGWALL
 ME0243_STAMPING: S 184 1946
 ME0243_MARK LOGO: CGS
 ME0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0243+STABILITY: SURFACE MOTION
 ME0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0243+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0243
 ME0243  HISTORY     - Date     Condition        Report By
 ME0243  HISTORY     - 1946     MONUMENTED       CGS
 ME0243  HISTORY     - 1968     GOOD             CGS
 ME0243  HISTORY     - 1983     GOOD             USPSQD
 ME0243  HISTORY     - 19920909 GOOD             NGS
 ME0243
 ME0243                          STATION DESCRIPTION
 ME0243
 ME0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0243'2 MI NW FROM BOURBON.
 ME0243'ABOUT 2.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0243'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, ABOUT 0.1 MILE
 ME0243'NORTHWEST OF MILEPOST 375, SET ON THE TOP OF THE NORTHWEST END
 ME0243'OF THE SOUTHWEST CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT OVER
 ME0243'BAIR DITCH, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME0243'EASTBOUND TRACK, 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 ME0243'HEAD WALL AND 2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 14,
 ME0243'T 33 N, R 3 E.
 ME0243
 ME0243                          STATION RECOVERY (1983)
 ME0243
 ME0243'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0243'RECOVERED IN GOOD CONDITION.
 ME0243
 ME0243                          STATION RECOVERY (1992)
 ME0243
 ME0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0243'11.4 KM (7.10 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0243'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, IN TOP OF
 ME0243'AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 ME0243'STONE WINGWALL OF AN ARCH CULVERT, 2.4 M (7.9 FT) SOUTHWEST OF THE
 ME0243'NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1325 ***********************************************************************
 LA1325  DESIGNATION -  S 185
 LA1325  PID         -  LA1325
 LA1325  STATE/COUNTY-  IN/GRANT
 LA1325  COUNTRY     -  US
 LA1325  USGS QUAD   -  FAIRMOUNT (2019)
 LA1325
 LA1325                         *CURRENT SURVEY CONTROL
 LA1325  ______________________________________________________________________
 LA1325* NAD 83(1986) POSITION- 40 29 16.     (N) 085 38 02.     (W)   SCALED
 LA1325* NAVD 88 ORTHO HEIGHT -   260.787 (meters)      855.60  (feet) ADJUSTED
 LA1325  ______________________________________________________________________
 LA1325  GEOID HEIGHT    -        -34.271 (meters)                     GEOID18
 LA1325  DYNAMIC HEIGHT  -        260.654 (meters)      855.16  (feet) COMP
 LA1325  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 LA1325
 LA1325  VERT ORDER      -  FIRST     CLASS II
 LA1325
 LA1325.The horizontal coordinates were scaled from a map and have
 LA1325.an estimated accuracy of +/- 6 seconds.
 LA1325
 LA1325.The orthometric height was determined by differential leveling and
 LA1325.adjusted by the NATIONAL GEODETIC SURVEY
 LA1325.in June 1991.
 LA1325
 LA1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1325.GEOID18 height accuracy estimate available here.
 LA1325
 LA1325.Click photographs - Photos may exist for this station.
 LA1325
 LA1325.The dynamic height is computed by dividing the NAVD 88
 LA1325.geopotential number by the normal gravity value computed on the
 LA1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1325.degrees latitude (g = 980.6199 gals.).
 LA1325
 LA1325.The modeled gravity was interpolated from observed gravity values.
 LA1325
 LA1325;                    North         East    Units  Estimated Accuracy
 LA1325;SPC IN E     -   581,680.      102,780.      MT  (+/- 180 meters Scaled)
 LA1325
 LA1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK157827(NAD 83)
 LA1325
 LA1325                          SUPERSEDED SURVEY CONTROL
 LA1325
 LA1325  NGVD 29 (??/??/92)  260.922  (m)          856.04   (f) ADJ UNCH    1 2
 LA1325
 LA1325.Superseded values are not recommended for survey control.
 LA1325
 LA1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1325.See file dsdata.pdf to determine how the superseded data were derived.
 LA1325
 LA1325_MARKER: DB = BENCH MARK DISK
 LA1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1325_STAMPING: S 185 1946
 LA1325_MARK LOGO: CGS
 LA1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1325+STABILITY: SURFACE MOTION
 LA1325
 LA1325  HISTORY     - Date     Condition        Report By
 LA1325  HISTORY     - 1946     MONUMENTED       CGS
 LA1325  HISTORY     - 1977     GOOD             DOD
 LA1325
 LA1325                          STATION DESCRIPTION
 LA1325
 LA1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1325'0.6 MI N FROM JONESBORO.
 LA1325'ABOUT 0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1325'STATION AT JONESBORO, AT THE JUNCTION OF A SIDE TRACK LEADING
 LA1325'TO THE PARANITE CABLE AND WIRE COMPANY, ACROSS THE TRACK FROM
 LA1325'THE FIRST POLE NORTH OF POLE 137/30, 52 FEET EAST OF THE EAST RAIL
 LA1325'OF THE MAIN TRACK, 35 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LA1325'THE SIDE TRACK, 31 FEET NORTHEAST OF THE SIDE TRACK SWITCH LOCK,
 LA1325'5 FEET NORTH OF POWER POLE NO. IGS GR 62A1 11, AND AT THE
 LA1325'SOUTHWEST CORNER OF A GARDEN, ABOUT LEVEL WITH THE TRACKS AND
 LA1325'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1325
 LA1325                          STATION RECOVERY (1977)
 LA1325
 LA1325'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1712 ***********************************************************************
 LA1712  DESIGNATION -  S 187
 LA1712  PID         -  LA1712
 LA1712  STATE/COUNTY-  IN/WABASH
 LA1712  COUNTRY     -  US
 LA1712  USGS QUAD   -  SERVIA (2019)
 LA1712
 LA1712                         *CURRENT SURVEY CONTROL
 LA1712  ______________________________________________________________________
 LA1712* NAD 83(1986) POSITION- 40 54 50.     (N) 085 41 01.     (W)   SCALED
 LA1712* NAVD 88 ORTHO HEIGHT -   256.563 (meters)      841.74  (feet) ADJUSTED
 LA1712  ______________________________________________________________________
 LA1712  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 LA1712  DYNAMIC HEIGHT  -        256.444 (meters)      841.35  (feet) COMP
 LA1712  MODELED GRAVITY -    980,151.2   (mgal)                       NAVD 88
 LA1712
 LA1712  VERT ORDER      -  SECOND    CLASS 0
 LA1712
 LA1712.The horizontal coordinates were scaled from a map and have
 LA1712.an estimated accuracy of +/- 6 seconds.
 LA1712
 LA1712.The orthometric height was determined by differential leveling and
 LA1712.adjusted by the NATIONAL GEODETIC SURVEY
 LA1712.in June 1991.
 LA1712
 LA1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1712.GEOID18 height accuracy estimate available here.
 LA1712
 LA1712.Click photographs - Photos may exist for this station.
 LA1712
 LA1712.The dynamic height is computed by dividing the NAVD 88
 LA1712.geopotential number by the normal gravity value computed on the
 LA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1712.degrees latitude (g = 980.6199 gals.).
 LA1712
 LA1712.The modeled gravity was interpolated from observed gravity values.
 LA1712
 LA1712;                    North         East    Units  Estimated Accuracy
 LA1712;SPC IN E     -   629,000.       98,570.      MT  (+/- 180 meters Scaled)
 LA1712
 LA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL108300(NAD 83)
 LA1712
 LA1712                          SUPERSEDED SURVEY CONTROL
 LA1712
 LA1712  NGVD 29 (??/??/92)  256.689  (m)          842.15   (f) ADJ UNCH    2 0
 LA1712
 LA1712.Superseded values are not recommended for survey control.
 LA1712
 LA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1712.See file dsdata.pdf to determine how the superseded data were derived.
 LA1712
 LA1712_MARKER: DB = BENCH MARK DISK
 LA1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1712_STAMPING: S 187 1946
 LA1712_MARK LOGO: CGS
 LA1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1712+STABILITY: SURFACE MOTION
 LA1712
 LA1712  HISTORY     - Date     Condition        Report By
 LA1712  HISTORY     - 1946     MONUMENTED       CGS
 LA1712
 LA1712                          STATION DESCRIPTION
 LA1712
 LA1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1712'5.4 MI SW FROM BIPPUS.
 LA1712'ABOUT 2.1 MILE SOUTH ALONG STATE HIGHWAY 105 FROM THE ERIE
 LA1712'RAILROAD STATION AT BIPPUS, THENCE 3.35 MILES WEST ALONG STATE
 LA1712'HIGHWAY 16, AT A PRIVATE ROAD LEADING SOUTH TO HARVEY
 LA1712'PRATHERS FARM, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1712'30 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 15 FEET
 LA1712'SOUTHEAST OF A POWER POLE, 17 FEET SOUTHEAST OF A MAIL BOX, ABOUT
 LA1712'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1712'PROJECTING ABOUT 6 INCHES.  NOTE-- TO REACH THIS MARK FROM
 LA1712'URBANA, WABASH COUNTY, GO NORTH ALONG THE NEW YORK CENTRAL
 LA1712'RAILROAD ABOUT 1.1 MILE FROM THE STATION, THENCE 5.6 MILES EAST
 LA1712'ALONG STATE HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0899 ***********************************************************************
 LA0899  DESIGNATION -  S 188
 LA0899  PID         -  LA0899
 LA0899  STATE/COUNTY-  IN/WELLS
 LA0899  COUNTRY     -  US
 LA0899  USGS QUAD   -  ZANESVILLE (2019)
 LA0899
 LA0899                         *CURRENT SURVEY CONTROL
 LA0899  ______________________________________________________________________
 LA0899* NAD 83(1986) POSITION- 40 55 01.     (N) 085 19 18.     (W)   SCALED
 LA0899* NAVD 88 ORTHO HEIGHT -   235.273 (meters)      771.89  (feet) ADJUSTED
 LA0899  ______________________________________________________________________
 LA0899  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 LA0899  DYNAMIC HEIGHT  -        235.167 (meters)      771.54  (feet) COMP
 LA0899  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 LA0899
 LA0899  VERT ORDER      -  SECOND    CLASS 0
 LA0899
 LA0899.The horizontal coordinates were scaled from a map and have
 LA0899.an estimated accuracy of +/- 6 seconds.
 LA0899
 LA0899.The orthometric height was determined by differential leveling and
 LA0899.adjusted by the NATIONAL GEODETIC SURVEY
 LA0899.in June 1991.
 LA0899
 LA0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0899.GEOID18 height accuracy estimate available here.
 LA0899
 LA0899.Click photographs - Photos may exist for this station.
 LA0899
 LA0899.The dynamic height is computed by dividing the NAVD 88
 LA0899.geopotential number by the normal gravity value computed on the
 LA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0899.degrees latitude (g = 980.6199 gals.).
 LA0899
 LA0899.The modeled gravity was interpolated from observed gravity values.
 LA0899
 LA0899;                    North         East    Units  Estimated Accuracy
 LA0899;SPC IN E     -   629,390.      129,060.      MT  (+/- 180 meters Scaled)
 LA0899
 LA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL413308(NAD 83)
 LA0899
 LA0899                          SUPERSEDED SURVEY CONTROL
 LA0899
 LA0899  NGVD 29 (??/??/92)  235.416  (m)          772.36   (f) ADJ UNCH    2 0
 LA0899
 LA0899.Superseded values are not recommended for survey control.
 LA0899
 LA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0899.See file dsdata.pdf to determine how the superseded data were derived.
 LA0899
 LA0899_MARKER: DB = BENCH MARK DISK
 LA0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0899_SP_SET: BRIDGE
 LA0899_STAMPING: S 188 1946
 LA0899_MARK LOGO: CGS
 LA0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0899+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2015
 LA0899
 LA0899  HISTORY     - Date     Condition        Report By
 LA0899  HISTORY     - 1946     MONUMENTED       CGS
 LA0899  HISTORY     - 20150204 GOOD             INDIV
 LA0899
 LA0899                          STATION DESCRIPTION
 LA0899
 LA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0899'2.1 MI W FROM ZANESVILLE.
 LA0899'ABOUT 2.1 MILES WEST ALONG THE WELLS-ALLEN COUNTY LINE ROAD FROM
 LA0899'THE POST OFFICE AT ZANESVILLE, ABOUT 0.1 MILE WEST OF THE
 LA0899'INTERSECTION OF A NORTH-SOUTH ROAD, SET IN THE TOP OF THE
 LA0899'SOUTHEAST CONCRETE WINGWALL OF A 78-FOOT STEEL TRUSS BRIDGE OVER
 LA0899'A CREEK, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 LA0899'SOUTHEAST OF THE EAST END OF THE SOUTH STEEL GUARD RAILING, AND
 LA0899'ABOUT LEVEL WITH THE BRIDGE FLOOR.
 LA0899
 LA0899                          STATION RECOVERY (2015)
 LA0899
 LA0899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SCE)
 LA0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0888 ***********************************************************************
 LA0888  DESIGNATION -  S 189
 LA0888  PID         -  LA0888
 LA0888  STATE/COUNTY-  IN/ALLEN
 LA0888  COUNTRY     -  US
 LA0888  USGS QUAD   -  ZANESVILLE (2019)
 LA0888
 LA0888                         *CURRENT SURVEY CONTROL
 LA0888  ______________________________________________________________________
 LA0888* NAD 83(1986) POSITION- 40 58 28.     (N) 085 17 56.     (W)   SCALED
 LA0888* NAVD 88 ORTHO HEIGHT -   257.648 (meters)      845.30  (feet) ADJUSTED
 LA0888  ______________________________________________________________________
 LA0888  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 LA0888  DYNAMIC HEIGHT  -        257.536 (meters)      844.93  (feet) COMP
 LA0888  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 LA0888
 LA0888  VERT ORDER      -  SECOND    CLASS 0
 LA0888
 LA0888.The horizontal coordinates were scaled from a map and have
 LA0888.an estimated accuracy of +/- 6 seconds.
 LA0888
 LA0888.The orthometric height was determined by differential leveling and
 LA0888.adjusted by the NATIONAL GEODETIC SURVEY
 LA0888.in June 1991.
 LA0888
 LA0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0888.GEOID18 height accuracy estimate available here.
 LA0888
 LA0888.Click photographs - Photos may exist for this station.
 LA0888
 LA0888.The dynamic height is computed by dividing the NAVD 88
 LA0888.geopotential number by the normal gravity value computed on the
 LA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0888.degrees latitude (g = 980.6199 gals.).
 LA0888
 LA0888.The modeled gravity was interpolated from observed gravity values.
 LA0888
 LA0888;                    North         East    Units  Estimated Accuracy
 LA0888;SPC IN E     -   635,790.      130,950.      MT  (+/- 180 meters Scaled)
 LA0888
 LA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL431373(NAD 83)
 LA0888
 LA0888                          SUPERSEDED SURVEY CONTROL
 LA0888
 LA0888  NGVD 29 (??/??/92)  257.794  (m)          845.78   (f) ADJ UNCH    2 0
 LA0888
 LA0888.Superseded values are not recommended for survey control.
 LA0888
 LA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0888.See file dsdata.pdf to determine how the superseded data were derived.
 LA0888
 LA0888_MARKER: DB = BENCH MARK DISK
 LA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0888_STAMPING: S 189 1946
 LA0888_MARK LOGO: CGS
 LA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0888+STABILITY: SURFACE MOTION
 LA0888
 LA0888  HISTORY     - Date     Condition        Report By
 LA0888  HISTORY     - 1946     MONUMENTED       CGS
 LA0888  HISTORY     - 1968     GOOD             CGS
 LA0888
 LA0888                          STATION DESCRIPTION
 LA0888
 LA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0888'3 MI SE FROM ABOITE.
 LA0888'ABOUT 1.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE WABASH
 LA0888'RAILWAY CROSSING AT ABOITE, THENCE 1.1 MILE EAST ALONG A GRAVEL
 LA0888'ROAD, AT THE INTERSECTION WITH A NORTHEAST-SOUTHWEST PAVED ROAD,
 LA0888'49 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 52 FEET
 LA0888'SOUTHWEST OF A TELEPHONE POLE NUMBER 4815, 60 FEET SOUTHWEST
 LA0888'OF A FENCE CORNER, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LA0888'PAVED ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH
 LA0888'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0888'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0907 ***********************************************************************
 ME0907  DESIGNATION -  S 19
 ME0907  PID         -  ME0907
 ME0907  STATE/COUNTY-  IN/LA PORTE
 ME0907  COUNTRY     -  US
 ME0907  USGS QUAD   -  NEW CARLISLE (2019)
 ME0907
 ME0907                         *CURRENT SURVEY CONTROL
 ME0907  ______________________________________________________________________
 ME0907* NAD 83(1986) POSITION- 41 40 21.     (N) 086 36 45.     (W)   SCALED
 ME0907* NAVD 88 ORTHO HEIGHT -   248.355 (meters)      814.81  (feet) ADJUSTED
 ME0907  ______________________________________________________________________
 ME0907  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 ME0907  DYNAMIC HEIGHT  -        248.259 (meters)      814.50  (feet) COMP
 ME0907  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 ME0907
 ME0907  VERT ORDER      -  SECOND    CLASS 0
 ME0907
 ME0907.The horizontal coordinates were scaled from a map and have
 ME0907.an estimated accuracy of +/- 6 seconds.
 ME0907
 ME0907.The orthometric height was determined by differential leveling and
 ME0907.adjusted by the NATIONAL GEODETIC SURVEY
 ME0907.in June 1991.
 ME0907
 ME0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0907.GEOID18 height accuracy estimate available here.
 ME0907
 ME0907.Click photographs - Photos may exist for this station.
 ME0907
 ME0907.The dynamic height is computed by dividing the NAVD 88
 ME0907.geopotential number by the normal gravity value computed on the
 ME0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0907.degrees latitude (g = 980.6199 gals.).
 ME0907
 ME0907.The modeled gravity was interpolated from observed gravity values.
 ME0907
 ME0907;                    North         East    Units  Estimated Accuracy
 ME0907;SPC IN W     -   713,350.      939,210.      MT  (+/- 180 meters Scaled)
 ME0907
 ME0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM322134(NAD 83)
 ME0907
 ME0907                          SUPERSEDED SURVEY CONTROL
 ME0907
 ME0907  NGVD 29 (??/??/92)  248.457  (m)          815.15   (f) ADJ UNCH    2 0
 ME0907
 ME0907.Superseded values are not recommended for survey control.
 ME0907
 ME0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0907.See file dsdata.pdf to determine how the superseded data were derived.
 ME0907
 ME0907_MARKER: DB = BENCH MARK DISK
 ME0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0907_STAMPING: S 19 1934
 ME0907_MARK LOGO: CGS
 ME0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0907+STABILITY: SURFACE MOTION
 ME0907
 ME0907  HISTORY     - Date     Condition        Report By
 ME0907  HISTORY     - 1934     MONUMENTED       CGS
 ME0907  HISTORY     - 1946     MARK NOT FOUND   CGS
 ME0907  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0907
 ME0907                          STATION DESCRIPTION
 ME0907
 ME0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0907'7 MI E FROM LA PORTE.
 ME0907'7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0907'STATION AT LA PORTE, LA PORTE COUNTY, AT ROLLING PRAIRIE, 22
 ME0907'YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, IN THE
 ME0907'NORTHWEST ANGLE OF A DIRT-ROAD CROSSING, 11 YARDS NORTH OF
 ME0907'THE NORTH RAIL OF THE WEST-BOUND TRACK, 9 YARDS WEST OF THE
 ME0907'CENTERLINE OF THE ROAD, AND ABOUT 18 INCHES LOWER THAN THE TOP OF
 ME0907'THE RAIL.  A STANDARD DISK, STAMPED S 19 1934 AND SET IN THE TOP
 ME0907'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 ME0907
 ME0907                          STATION RECOVERY (1958)
 ME0907
 ME0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0907'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0284 ***********************************************************************
 LB0284  DESIGNATION -  S 190 RESET
 LB0284  PID         -  LB0284
 LB0284  STATE/COUNTY-  IN/MIAMI
 LB0284  COUNTRY     -  US
 LB0284  USGS QUAD   -  ONWARD (2019)
 LB0284
 LB0284                         *CURRENT SURVEY CONTROL
 LB0284  ______________________________________________________________________
 LB0284* NAD 83(1986) POSITION- 40 38 08.     (N) 086 07 38.     (W)   SCALED
 LB0284* NAVD 88 ORTHO HEIGHT -   246.10  (meters)      807.4   (feet) RESET
 LB0284  ______________________________________________________________________
 LB0284  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 LB0284  VERT ORDER      -  THIRD
 LB0284
 LB0284.The horizontal coordinates were scaled from a map and have
 LB0284.an estimated accuracy of +/- 6 seconds.
 LB0284
 LB0284.The orthometric height was computed from unverified reset data.
 LB0284
 LB0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0284.GEOID18 height accuracy estimate available here.
 LB0284
 LB0284.Click photographs - Photos may exist for this station.
 LB0284
 LB0284;                    North         East    Units  Estimated Accuracy
 LB0284;SPC IN E     -   598,190.       61,040.      MT  (+/- 180 meters Scaled)
 LB0284
 LB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK738986(NAD 83)
 LB0284
 LB0284                          SUPERSEDED SURVEY CONTROL
 LB0284
 LB0284.No superseded survey control is available for this station.
 LB0284
 LB0284_MARKER: DB = BENCH MARK DISK
 LB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0284_STAMPING: S 190 RESET 1968
 LB0284_MARK LOGO: CGS
 LB0284_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0284+STABILITY: SURFACE MOTION
 LB0284
 LB0284  HISTORY     - Date     Condition        Report By
 LB0284  HISTORY     - 1968     MONUMENTED       CGS
 LB0284
 LB0284                          STATION DESCRIPTION
 LB0284
 LB0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0284'5 MI S FROM NEAD.
 LB0284'5.0 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL AND
 LB0284'CROSSROAD IN NEAD IN THE NORTHEAST ANGLE OF THE INTERSECTION
 LB0284'OF A GRAVEL CROSSROAD AND HIGHWAY 31, 200 FEET EAST OF THE
 LB0284'CENTERLINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTERLINE OF
 LB0284'THE GRAVEL ROAD (CO. ROAD 900), 1 FOOT SOUTH OF A FENCE, 1 FOOT
 LB0284'WEST OF A METAL WITNESS POST AND AT INDIANA HIGHWAY COMMISSION
 LB0284'STATION 264 + 37.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 LB0284'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1884 ***********************************************************************
 LA1884  DESIGNATION -  S 191
 LA1884  PID         -  LA1884
 LA1884  STATE/COUNTY-  IN/GRANT
 LA1884  COUNTRY     -  US
 LA1884  USGS QUAD   -  SWEETSER (2019)
 LA1884
 LA1884                         *CURRENT SURVEY CONTROL
 LA1884  ______________________________________________________________________
 LA1884* NAD 83(1986) POSITION- 40 34 34.     (N) 085 51 06.     (W)   SCALED
 LA1884* NAVD 88 ORTHO HEIGHT -   247.768 (meters)      812.89  (feet) ADJUSTED
 LA1884  ______________________________________________________________________
 LA1884  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 LA1884  DYNAMIC HEIGHT  -        247.642 (meters)      812.47  (feet) COMP
 LA1884  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 LA1884
 LA1884  VERT ORDER      -  SECOND    CLASS 0
 LA1884
 LA1884.The horizontal coordinates were scaled from a map and have
 LA1884.an estimated accuracy of +/- 6 seconds.
 LA1884
 LA1884.The orthometric height was determined by differential leveling and
 LA1884.adjusted by the NATIONAL GEODETIC SURVEY
 LA1884.in June 1991.
 LA1884
 LA1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1884.GEOID18 height accuracy estimate available here.
 LA1884
 LA1884.Click photographs - Photos may exist for this station.
 LA1884
 LA1884.The dynamic height is computed by dividing the NAVD 88
 LA1884.geopotential number by the normal gravity value computed on the
 LA1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1884.degrees latitude (g = 980.6199 gals.).
 LA1884
 LA1884.The modeled gravity was interpolated from observed gravity values.
 LA1884
 LA1884;                    North         East    Units  Estimated Accuracy
 LA1884;SPC IN E     -   591,500.       84,340.      MT  (+/- 180 meters Scaled)
 LA1884
 LA1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK971923(NAD 83)
 LA1884
 LA1884                          SUPERSEDED SURVEY CONTROL
 LA1884
 LA1884  NGVD 29 (??/??/92)  247.892  (m)          813.29   (f) ADJ UNCH    2 0
 LA1884
 LA1884.Superseded values are not recommended for survey control.
 LA1884
 LA1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1884.See file dsdata.pdf to determine how the superseded data were derived.
 LA1884
 LA1884_MARKER: DB = BENCH MARK DISK
 LA1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1884_SP_SET: BRIDGE
 LA1884_STAMPING: S 191 1946
 LA1884_MARK LOGO: CGS
 LA1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1884
 LA1884  HISTORY     - Date     Condition        Report By
 LA1884  HISTORY     - 1946     MONUMENTED       CGS
 LA1884
 LA1884                          STATION DESCRIPTION
 LA1884
 LA1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1884'1.2 MI E FROM CONVERSE.
 LA1884'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1884'LIBRARY AT CONVERSE, AT THE JUNCTION OF A PAVED ROAD LEADING
 LA1884'NORTHEAST, SET IN THE TOP OF THE SOUTHWEST WING WALL OF A 30
 LA1884'FOOT CONCRETE BRIDGE OVER TAYLOR CREEK, 20 FEET SOUTH OF AND
 LA1884'ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1899 ***********************************************************************
 LA1899  DESIGNATION -  S 192
 LA1899  PID         -  LA1899
 LA1899  STATE/COUNTY-  IN/GRANT
 LA1899  COUNTRY     -  US
 LA1899  USGS QUAD   -  VAN BUREN (2019)
 LA1899
 LA1899                         *CURRENT SURVEY CONTROL
 LA1899  ______________________________________________________________________
 LA1899* NAD 83(1986) POSITION- 40 36 35.     (N) 085 33 37.     (W)   SCALED
 LA1899* NAVD 88 ORTHO HEIGHT -   263.939 (meters)      865.94  (feet) ADJUSTED
 LA1899  ______________________________________________________________________
 LA1899  GEOID HEIGHT    -        -34.277 (meters)                     GEOID18
 LA1899  DYNAMIC HEIGHT  -        263.806 (meters)      865.50  (feet) COMP
 LA1899  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 LA1899
 LA1899  VERT ORDER      -  SECOND    CLASS 0
 LA1899
 LA1899.The horizontal coordinates were scaled from a map and have
 LA1899.an estimated accuracy of +/- 6 seconds.
 LA1899
 LA1899.The orthometric height was determined by differential leveling and
 LA1899.adjusted by the NATIONAL GEODETIC SURVEY
 LA1899.in June 1991.
 LA1899
 LA1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1899.GEOID18 height accuracy estimate available here.
 LA1899
 LA1899.Click photographs - Photos may exist for this station.
 LA1899
 LA1899.The dynamic height is computed by dividing the NAVD 88
 LA1899.geopotential number by the normal gravity value computed on the
 LA1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1899.degrees latitude (g = 980.6199 gals.).
 LA1899
 LA1899.The modeled gravity was interpolated from observed gravity values.
 LA1899
 LA1899;                    North         East    Units  Estimated Accuracy
 LA1899;SPC IN E     -   595,230.      109,000.      MT  (+/- 180 meters Scaled)
 LA1899
 LA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK217964(NAD 83)
 LA1899
 LA1899                          SUPERSEDED SURVEY CONTROL
 LA1899
 LA1899  NGVD 29 (??/??/92)  264.068  (m)          866.36   (f) ADJ UNCH    2 0
 LA1899
 LA1899.Superseded values are not recommended for survey control.
 LA1899
 LA1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1899.See file dsdata.pdf to determine how the superseded data were derived.
 LA1899
 LA1899_MARKER: DB = BENCH MARK DISK
 LA1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1899_STAMPING: S 192 1946
 LA1899_MARK LOGO: CGS
 LA1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1899+STABILITY: SURFACE MOTION
 LA1899
 LA1899  HISTORY     - Date     Condition        Report By
 LA1899  HISTORY     - 1946     MONUMENTED       CGS
 LA1899  HISTORY     - 1965     GOOD             CGS
 LA1899
 LA1899                          STATION DESCRIPTION
 LA1899
 LA1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1899'AT LANDESS.
 LA1899'AT LANDESS, SET IN THE SOUTHEAST ANGLE OF THE CROSSING OF
 LA1899'A BLACK TOP ROAD OVER THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1899'RAILROAD, 90 FEET EAST OF THE CENTER LINE OF THE BLACK TOP
 LA1899'ROAD, 25 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 LA1899'EAST, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.5 FEET WEST OF
 LA1899'THE RAILROAD SIGN POST LANDESS, ABOUT 2.5 FEET BELOW THE TRACK,
 LA1899'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1899
 LA1899                          STATION RECOVERY (1965)
 LA1899
 LA1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1298 ***********************************************************************
 LA1298  DESIGNATION -  S 193
 LA1298  PID         -  LA1298
 LA1298  STATE/COUNTY-  IN/MADISON
 LA1298  COUNTRY     -  US
 LA1298  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1298
 LA1298                         *CURRENT SURVEY CONTROL
 LA1298  ______________________________________________________________________
 LA1298* NAD 83(1986) POSITION- 40 14 02.00   (N) 085 40 51.67   (W)   HD_HELD1
 LA1298* NAVD 88 ORTHO HEIGHT -   269.958 (meters)      885.69  (feet) ADJUSTED
 LA1298  ______________________________________________________________________
 LA1298  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 LA1298  DYNAMIC HEIGHT  -        269.816 (meters)      885.22  (feet) COMP
 LA1298  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 LA1298
 LA1298  VERT ORDER      -  FIRST     CLASS II
 LA1298
 LA1298.The horizontal coordinates were determined by differentially corrected
 LA1298.hand held GPS observations or other comparable positioning techniques
 LA1298.and have an estimated accuracy of +/- 3 meters.
 LA1298
 LA1298.The orthometric height was determined by differential leveling and
 LA1298.adjusted by the NATIONAL GEODETIC SURVEY
 LA1298.in June 1991.
 LA1298
 LA1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1298.GEOID18 height accuracy estimate available here.
 LA1298
 LA1298.Click photographs - Photos may exist for this station.
 LA1298
 LA1298.The dynamic height is computed by dividing the NAVD 88
 LA1298.geopotential number by the normal gravity value computed on the
 LA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1298.degrees latitude (g = 980.6199 gals.).
 LA1298
 LA1298.The modeled gravity was interpolated from observed gravity values.
 LA1298
 LA1298;                    North         East    Units  Estimated Accuracy
 LA1298;SPC IN E     -   553,487.2      98,778.6     MT  (+/- 3 meters HH1 GPS) 
 LA1298
 LA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1220454551(NAD 83)
 LA1298
 LA1298                          SUPERSEDED SURVEY CONTROL
 LA1298
 LA1298  NGVD 29 (??/??/92)  270.102  (m)          886.16   (f) ADJ UNCH    1 2
 LA1298
 LA1298.Superseded values are not recommended for survey control.
 LA1298
 LA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1298.See file dsdata.pdf to determine how the superseded data were derived.
 LA1298
 LA1298_MARKER: DB = BENCH MARK DISK
 LA1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1298_STAMPING: S 193 1946
 LA1298_MARK LOGO: CGS
 LA1298_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1298+STABILITY: SURFACE MOTION
 LA1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1298+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 LA1298
 LA1298  HISTORY     - Date     Condition        Report By
 LA1298  HISTORY     - 1946     MONUMENTED       CGS
 LA1298  HISTORY     - 1971     GOOD             LOCSUR
 LA1298  HISTORY     - 20070619 GOOD             ACCU
 LA1298  HISTORY     - 20230912 GOOD             INDOT
 LA1298
 LA1298                          STATION DESCRIPTION
 LA1298
 LA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1298'2.2 MI S FROM ALEXANDRIA.
 LA1298'ABOUT 2.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1298'THE STATION AT ALEXANDRIA, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 LA1298'62 FEET SOUTH OF POLE 155/30, 28 FEET WEST OF THE WEST RAIL OF
 LA1298'THE TRACK, 26 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1298'10 FEET NORTH OF TELEPHONE POLE 1936, 9 FEET NORTH OF A FENCE
 LA1298'CORNER, 1 FOOT EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1298'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1298
 LA1298                          STATION RECOVERY (1971)
 LA1298
 LA1298'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LA1298'RECOVERED IN GOOD CONDITION.
 LA1298
 LA1298                          STATION RECOVERY (2007)
 LA1298
 LA1298'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1298'RECOVERED IN GOOD CONDITION
 LA1298
 LA1298                          STATION RECOVERY (2023)
 LA1298
 LA1298'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1298'THERE IS A LARGE MAPLE TREE WITH DRIP LINE JUST TO THE NORTH, BL0CKING
 LA1298'THE NORTH NORTH SKY VIEW AROUND THE MARK.  IT IS UNKNOWN WHETHER OR
 LA1298'NOT THIS WOULD PREVENT A GOOD OBSERVATION ON THE MARK.  PERHAPS IT
 LA1298'WOULD BE BETTER IN THE FALL AND WINTER AFTER THE LEAVES HAVE FALLEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1342 ***********************************************************************
 LA1342  DESIGNATION -  S 194
 LA1342  PID         -  LA1342
 LA1342  STATE/COUNTY-  IN/MADISON
 LA1342  COUNTRY     -  US
 LA1342  USGS QUAD   -  FRANKTON (2019)
 LA1342
 LA1342                         *CURRENT SURVEY CONTROL
 LA1342  ______________________________________________________________________
 LA1342* NAD 83(1986) POSITION- 40 12 24.     (N) 085 51 45.     (W)   SCALED
 LA1342* NAVD 88 ORTHO HEIGHT -   256.420 (meters)      841.27  (feet) ADJUSTED
 LA1342  ______________________________________________________________________
 LA1342  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 LA1342  DYNAMIC HEIGHT  -        256.283 (meters)      840.82  (feet) COMP
 LA1342  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LA1342
 LA1342  VERT ORDER      -  SECOND    CLASS 0
 LA1342
 LA1342.The horizontal coordinates were scaled from a map and have
 LA1342.an estimated accuracy of +/- 6 seconds.
 LA1342
 LA1342.The orthometric height was determined by differential leveling and
 LA1342.adjusted by the NATIONAL GEODETIC SURVEY
 LA1342.in June 1991.
 LA1342
 LA1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1342.GEOID18 height accuracy estimate available here.
 LA1342
 LA1342.Click photographs - Photos may exist for this station.
 LA1342
 LA1342.The dynamic height is computed by dividing the NAVD 88
 LA1342.geopotential number by the normal gravity value computed on the
 LA1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1342.degrees latitude (g = 980.6199 gals.).
 LA1342
 LA1342.The modeled gravity was interpolated from observed gravity values.
 LA1342
 LA1342;                    North         East    Units  Estimated Accuracy
 LA1342;SPC IN E     -   550,480.       83,330.      MT  (+/- 180 meters Scaled)
 LA1342
 LA1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968513(NAD 83)
 LA1342
 LA1342                          SUPERSEDED SURVEY CONTROL
 LA1342
 LA1342  NGVD 29 (??/??/92)  256.553  (m)          841.71   (f) ADJ UNCH    2 0
 LA1342
 LA1342.Superseded values are not recommended for survey control.
 LA1342
 LA1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1342.See file dsdata.pdf to determine how the superseded data were derived.
 LA1342
 LA1342_MARKER: DB = BENCH MARK DISK
 LA1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1342_STAMPING: S 194 1946
 LA1342_MARK LOGO: CGS
 LA1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1342+STABILITY: SURFACE MOTION
 LA1342
 LA1342  HISTORY     - Date     Condition        Report By
 LA1342  HISTORY     - 1946     MONUMENTED       CGS
 LA1342  HISTORY     - 20060522 MARK NOT FOUND   BFSINC
 LA1342
 LA1342                          STATION DESCRIPTION
 LA1342
 LA1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1342'4.5 MI N FROM PERKINSVILLE.
 LA1342'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CONCRETE
 LA1342'BRIDGE OVER WEST FORK WHITE RIVER AT PERKINSVILLE, 0.5 MILE NORTH
 LA1342'OF A BLACK TOP ROAD LEADING WEST TO AROMA, SET IN THE SOUTHEAST
 LA1342'ANGLE OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 49 FEET
 LA1342'EAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE
 LA1342'CENTER LINE OF THE SIDE ROAD, 20 FEET SOUTH OF A CONCRETE FENCE
 LA1342'CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT LEVEL WITH
 LA1342'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1342'6 INCHES.
 LA1342
 LA1342                          STATION RECOVERY (2006)
 LA1342
 LA1342'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 LA1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1374 ***********************************************************************
 LA1374  DESIGNATION -  S 195
 LA1374  PID         -  LA1374
 LA1374  STATE/COUNTY-  IN/GRANT
 LA1374  COUNTRY     -  US
 LA1374  USGS QUAD   -  POINT ISABEL (2019)
 LA1374
 LA1374                         *CURRENT SURVEY CONTROL
 LA1374  ______________________________________________________________________
 LA1374* NAD 83(1986) POSITION- 40 27 02.     (N) 085 46 53.     (W)   SCALED
 LA1374* NAVD 88 ORTHO HEIGHT -   266.139 (meters)      873.16  (feet) ADJUSTED
 LA1374  ______________________________________________________________________
 LA1374  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1374  DYNAMIC HEIGHT  -        266.002 (meters)      872.71  (feet) COMP
 LA1374  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 LA1374
 LA1374  VERT ORDER      -  SECOND    CLASS 0
 LA1374
 LA1374.The horizontal coordinates were scaled from a map and have
 LA1374.an estimated accuracy of +/- 6 seconds.
 LA1374
 LA1374.The orthometric height was determined by differential leveling and
 LA1374.adjusted by the NATIONAL GEODETIC SURVEY
 LA1374.in June 1991.
 LA1374
 LA1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1374.GEOID18 height accuracy estimate available here.
 LA1374
 LA1374.Click photographs - Photos may exist for this station.
 LA1374
 LA1374.The dynamic height is computed by dividing the NAVD 88
 LA1374.geopotential number by the normal gravity value computed on the
 LA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1374.degrees latitude (g = 980.6199 gals.).
 LA1374
 LA1374.The modeled gravity was interpolated from observed gravity values.
 LA1374
 LA1374;                    North         East    Units  Estimated Accuracy
 LA1374;SPC IN E     -   577,550.       90,270.      MT  (+/- 180 meters Scaled)
 LA1374
 LA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK033784(NAD 83)
 LA1374
 LA1374                          SUPERSEDED SURVEY CONTROL
 LA1374
 LA1374  NGVD 29 (??/??/92)  266.269  (m)          873.58   (f) ADJ UNCH    2 0
 LA1374
 LA1374.Superseded values are not recommended for survey control.
 LA1374
 LA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1374.See file dsdata.pdf to determine how the superseded data were derived.
 LA1374
 LA1374_MARKER: DB = BENCH MARK DISK
 LA1374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1374_SP_SET: CULVERT HEADWALL
 LA1374_STAMPING: S 195 1946
 LA1374_MARK LOGO: CGS
 LA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1374+STABILITY: SURFACE MOTION
 LA1374
 LA1374  HISTORY     - Date     Condition        Report By
 LA1374  HISTORY     - 1946     MONUMENTED       CGS
 LA1374
 LA1374                          STATION DESCRIPTION
 LA1374
 LA1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1374'4 MI NE FROM POINT ISABEL.
 LA1374'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1374'TOWNSHIP SCHOOL AT POINT ISABEL, THENCE ABOUT 2.3 MILES EAST
 LA1374'ALONG A COUNTY ROAD, ABOUT 0.25 MILE EAST OF A GRAVEL CROSS
 LA1374'ROAD, SET IN THE TOP OF THE CENTER OF THE NORTH HEAD WALL OF A
 LA1374'6 FOOT CONCRETE CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE
 LA1374'ROAD, 55 FEET WEST OF POWER POLE GR 69 4, AND ABOUT 1.2 FEET
 LA1374'ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0805 ***********************************************************************
 MD0805  DESIGNATION -  S 196
 MD0805  PID         -  MD0805
 MD0805  STATE/COUNTY-  IN/ALLEN
 MD0805  COUNTRY     -  US
 MD0805  USGS QUAD   -  CHURUBUSCO (2019)
 MD0805
 MD0805                         *CURRENT SURVEY CONTROL
 MD0805  ______________________________________________________________________
 MD0805* NAD 83(1986) POSITION- 41 08 44.     (N) 085 20 17.     (W)   SCALED
 MD0805* NAVD 88 ORTHO HEIGHT -   264.577 (meters)      868.03  (feet) ADJUSTED
 MD0805  ______________________________________________________________________
 MD0805  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 MD0805  DYNAMIC HEIGHT  -        264.477 (meters)      867.71  (feet) COMP
 MD0805  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 MD0805
 MD0805  VERT ORDER      -  SECOND    CLASS 0
 MD0805
 MD0805.The horizontal coordinates were scaled from a map and have
 MD0805.an estimated accuracy of +/- 6 seconds.
 MD0805
 MD0805.The orthometric height was determined by differential leveling and
 MD0805.adjusted by the NATIONAL GEODETIC SURVEY
 MD0805.in June 1991.
 MD0805
 MD0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0805.GEOID18 height accuracy estimate available here.
 MD0805
 MD0805.Click photographs - Photos may exist for this station.
 MD0805
 MD0805.The dynamic height is computed by dividing the NAVD 88
 MD0805.geopotential number by the normal gravity value computed on the
 MD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0805.degrees latitude (g = 980.6199 gals.).
 MD0805
 MD0805.The modeled gravity was interpolated from observed gravity values.
 MD0805
 MD0805;                    North         East    Units  Estimated Accuracy
 MD0805;SPC IN E     -   654,770.      127,590.      MT  (+/- 180 meters Scaled)
 MD0805
 MD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL394562(NAD 83)
 MD0805
 MD0805                          SUPERSEDED SURVEY CONTROL
 MD0805
 MD0805  NGVD 29 (??/??/92)  264.734  (m)          868.55   (f) ADJ UNCH    2 0
 MD0805
 MD0805.Superseded values are not recommended for survey control.
 MD0805
 MD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0805.See file dsdata.pdf to determine how the superseded data were derived.
 MD0805
 MD0805_MARKER: DB = BENCH MARK DISK
 MD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0805_STAMPING: S 196 1946
 MD0805_MARK LOGO: CGS
 MD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0805+STABILITY: SURFACE MOTION
 MD0805
 MD0805  HISTORY     - Date     Condition        Report By
 MD0805  HISTORY     - 1946     MONUMENTED       CGS
 MD0805  HISTORY     - 1962     GOOD             CGS
 MD0805  HISTORY     - 1963     GOOD             CGS
 MD0805
 MD0805                          STATION DESCRIPTION
 MD0805
 MD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0805'5.2 MI NW FROM ARCOLA.
 MD0805'ABOUT 2.2 MILES W ALONG ARCOLA ROAD FROM THE MAIN CORNER IN
 MD0805'ARCOLA, THENCE 3.0 MILES N ALONG COUNTY LINE ROAD OR ABOUT 1.3
 MD0805'MILES N OF ITS INTERSECTION WITH THE NEW NO. 30 U.S. HWY., AT
 MD0805'A CROSSROADS, 39 FEET W OF CENTER LINE OF COUNTY LINE ROAD, 20
 MD0805'FT. SSW OF CENTER LINE OF OLD TRAIL ROAD, 0.9 FOOT HIGHER THAN
 MD0805'SAME, 1.5 FEET ESE OF STEEL WITNESS POST, AND PROJECTING 0.2
 MD0805'FOOT ABOVE GROUND.
 MD0805
 MD0805                          STATION RECOVERY (1963)
 MD0805
 MD0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0952 ***********************************************************************
 MD0952  DESIGNATION -  S 197
 MD0952  PID         -  MD0952
 MD0952  STATE/COUNTY-  IN/ALLEN
 MD0952  COUNTRY     -  US
 MD0952  USGS QUAD   -  EGE (2019)
 MD0952
 MD0952                         *CURRENT SURVEY CONTROL
 MD0952  ______________________________________________________________________
 MD0952* NAD 83(1986) POSITION- 41 15 15.     (N) 085 16 14.     (W)   SCALED
 MD0952* NAVD 88 ORTHO HEIGHT -   267.977 (meters)      879.19  (feet) ADJUSTED
 MD0952  ______________________________________________________________________
 MD0952  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 MD0952  DYNAMIC HEIGHT  -        267.874 (meters)      878.85  (feet) COMP
 MD0952  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 MD0952
 MD0952  VERT ORDER      -  SECOND    CLASS 0
 MD0952
 MD0952.The horizontal coordinates were scaled from a map and have
 MD0952.an estimated accuracy of +/- 6 seconds.
 MD0952
 MD0952.The orthometric height was determined by differential leveling and
 MD0952.adjusted by the NATIONAL GEODETIC SURVEY
 MD0952.in June 1991.
 MD0952
 MD0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0952.GEOID18 height accuracy estimate available here.
 MD0952
 MD0952.Click photographs - Photos may exist for this station.
 MD0952
 MD0952.The dynamic height is computed by dividing the NAVD 88
 MD0952.geopotential number by the normal gravity value computed on the
 MD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0952.degrees latitude (g = 980.6199 gals.).
 MD0952
 MD0952.The modeled gravity was interpolated from observed gravity values.
 MD0952
 MD0952;                    North         East    Units  Estimated Accuracy
 MD0952;SPC IN E     -   666,860.      133,200.      MT  (+/- 180 meters Scaled)
 MD0952
 MD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL448684(NAD 83)
 MD0952
 MD0952                          SUPERSEDED SURVEY CONTROL
 MD0952
 MD0952  NGVD 29 (??/??/92)  268.130  (m)          879.69   (f) ADJ UNCH    2 0
 MD0952
 MD0952.Superseded values are not recommended for survey control.
 MD0952
 MD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0952.See file dsdata.pdf to determine how the superseded data were derived.
 MD0952
 MD0952_MARKER: DB = BENCH MARK DISK
 MD0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0952_STAMPING: S 197 1946
 MD0952_MARK LOGO: CGS
 MD0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0952+STABILITY: SURFACE MOTION
 MD0952
 MD0952  HISTORY     - Date     Condition        Report By
 MD0952  HISTORY     - 1946     MONUMENTED       CGS
 MD0952  HISTORY     - 1961     GOOD             CGS
 MD0952  HISTORY     - 1968     GOOD             CGS
 MD0952
 MD0952                          STATION DESCRIPTION
 MD0952
 MD0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0952'1.2 MI SW FROM ARI.
 MD0952'ABOUT 1.2 MILES SW ALONG NO. 205 INDIANA HIGHWAY FROM THE ROAD
 MD0952'CROSSING AT ARI, OR 3.1 MILES NE ALONG SAME FROM ITS
 MD0952'INTERSECTION WITH NO. 33 U.S. HWY. IN CHURUBUSCO, 71-1/2 FEET
 MD0952'SW OF PROJECTED PLANE OF SW WALL OF HOUSE ON CREST OF RIDGE AND
 MD0952'NW SIDE OF HWY. 39 FEET NW OF CENTER LINE OF 20-FOOT ASPHALT
 MD0952'HWY. PAVEMENT, 33 FEET SW OF CENTER LINE OF DRIVEWAY TO SAID
 MD0952'HOUSE, ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 0.1 FOOT
 MD0952'ABOVE GROUND.
 MD0952
 MD0952                          STATION RECOVERY (1968)
 MD0952
 MD0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0371 ***********************************************************************
 MD0371  DESIGNATION -  S 198
 MD0371  PID         -  MD0371
 MD0371  STATE/COUNTY-  IN/DE KALB
 MD0371  COUNTRY     -  US
 MD0371  USGS QUAD   -  BUTLER EAST (2019)
 MD0371
 MD0371                         *CURRENT SURVEY CONTROL
 MD0371  ______________________________________________________________________
 MD0371* NAD 83(1986) POSITION- 41 23 09.     (N) 084 52 11.     (W)   SCALED
 MD0371* NAVD 88 ORTHO HEIGHT -   257.668 (meters)      845.37  (feet) ADJUSTED
 MD0371  ______________________________________________________________________
 MD0371  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 MD0371  DYNAMIC HEIGHT  -        257.566 (meters)      845.03  (feet) COMP
 MD0371  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 MD0371
 MD0371  VERT ORDER      -  SECOND    CLASS 0
 MD0371
 MD0371.The horizontal coordinates were scaled from a map and have
 MD0371.an estimated accuracy of +/- 6 seconds.
 MD0371
 MD0371.The orthometric height was determined by differential leveling and
 MD0371.adjusted by the NATIONAL GEODETIC SURVEY
 MD0371.in June 1991.
 MD0371
 MD0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0371.GEOID18 height accuracy estimate available here.
 MD0371
 MD0371.Click photographs - Photos may exist for this station.
 MD0371
 MD0371.The dynamic height is computed by dividing the NAVD 88
 MD0371.geopotential number by the normal gravity value computed on the
 MD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0371.degrees latitude (g = 980.6199 gals.).
 MD0371
 MD0371.The modeled gravity was interpolated from observed gravity values.
 MD0371
 MD0371;                    North         East    Units  Estimated Accuracy
 MD0371;SPC IN E     -   681,710.      166,660.      MT  (+/- 180 meters Scaled)
 MD0371
 MD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL781837(NAD 83)
 MD0371
 MD0371                          SUPERSEDED SURVEY CONTROL
 MD0371
 MD0371  NGVD 29 (??/??/92)  257.814  (m)          845.84   (f) ADJ UNCH    2 0
 MD0371
 MD0371.Superseded values are not recommended for survey control.
 MD0371
 MD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0371.See file dsdata.pdf to determine how the superseded data were derived.
 MD0371
 MD0371_MARKER: DB = BENCH MARK DISK
 MD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0371_STAMPING: S 198 1946
 MD0371_MARK LOGO: CGS
 MD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0371+STABILITY: SURFACE MOTION
 MD0371
 MD0371  HISTORY     - Date     Condition        Report By
 MD0371  HISTORY     - 1946     MONUMENTED       CGS
 MD0371  HISTORY     - 1968     GOOD             INHD
 MD0371
 MD0371                          STATION DESCRIPTION
 MD0371
 MD0371'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0371'3.1 MI S FROM BUTLER.
 MD0371'ABOUT 3.1 MILES SOUTH ALONG S.R. 1 FROM ITS INTERSECTION OF U.S.
 MD0371'6 IN BUTLER, 59 FT. NORTH OF THE CENTERLINE OF CO. RD. 40, 38
 MD0371'FT. EAST OF THE CENTERLINE OF THE 20 FT. ASPHALT PAVEMENT, 0.6 FT.
 MD0371'HIGHER THAN SAME, 36 FT. NORTH OF THE FENCE CORNER, 1 1/2 FT.
 MD0371'WEST OF THE FENCE, PROJECTING 0.2 FT. ABOVE THE GROUND, AND 1.5
 MD0371'FT. NORTH OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0505 ***********************************************************************
 MD0505  DESIGNATION -  S 199 RESET
 MD0505  PID         -  MD0505
 MD0505  STATE/COUNTY-  IN/ALLEN
 MD0505  COUNTRY     -  US
 MD0505  USGS QUAD   -  GRABILL (2019)
 MD0505
 MD0505                         *CURRENT SURVEY CONTROL
 MD0505  ______________________________________________________________________
 MD0505* NAD 83(1986) POSITION- 41 11 46.6    (N) 084 54 13.1    (W)   HD_HELD2
 MD0505* NAVD 88 ORTHO HEIGHT -   233.54  (meters)      766.2   (feet) RESET
 MD0505  ______________________________________________________________________
 MD0505  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 MD0505  VERT ORDER      -  THIRD
 MD0505
 MD0505.The horizontal coordinates were established by autonomous hand held GPS
 MD0505.observations and have an estimated accuracy of +/- 10 meters.
 MD0505
 MD0505.The orthometric height was computed from unverified reset data.
 MD0505
 MD0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0505.GEOID18 height accuracy estimate available here.
 MD0505
 MD0505.Click photographs - Photos may exist for this station.
 MD0505
 MD0505;                    North         East    Units  Estimated Accuracy
 MD0505;SPC IN E     -   660,636.      164,005.      MT  (+/- 10 meters HH2 GPS)
 MD0505
 MD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7578862664(NAD 83)
 MD0505
 MD0505                          SUPERSEDED SURVEY CONTROL
 MD0505
 MD0505  NGVD 29 (??/??/??)  233.70   (m)          766.7    (f) RESET       3  
 MD0505
 MD0505.Superseded values are not recommended for survey control.
 MD0505
 MD0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0505.See file dsdata.pdf to determine how the superseded data were derived.
 MD0505
 MD0505_MARKER: DB = BENCH MARK DISK
 MD0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0505_SP_SET: BRIDGE CURB
 MD0505_STAMPING: S 199 1946 RESET 1958
 MD0505_MARK LOGO: CGS
 MD0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0505
 MD0505  HISTORY     - Date     Condition        Report By
 MD0505  HISTORY     - 1958     MONUMENTED       DEC
 MD0505  HISTORY     - 1962     GOOD             CGS
 MD0505
 MD0505                          STATION DESCRIPTION
 MD0505
 MD0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0505'0.8 MI E FROM HARLAN.
 MD0505'ABOUT 0.85 MILE E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0505'WITH NO. 37 INDIANA HWY. IN THE HEART OF HARLAN, ABOUT 67 YARDS
 MD0505'W OF CENTER LINE OF BULL RAPIDS ROAD, 12.6 FEET N OF CENTER LINE
 MD0505'OF ANTWERP ROAD, 0.7 FOOT HIGHER THAN SAME, 0.5 FOOT W OF E END
 MD0505'OF THE CURB OF A 30-FOOT CONCRETE BRIDGE, 0.6 FOOT N OF THE
 MD0505'INNER OR S FACE OF THE CURB, EVIDENTLY THE ORIGINAL S 199 1946
 MD0505'DISK SET IN THE CONCRETE OF THE NEW CURB AT THE TIME IT WAS
 MD0505'POURED, RECOVERED BY THE UNDERSIGNED SO STAMPED TO WHICH STAMPING
 MD0505'THIS WRITER ADDED RESET 1958.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1372 ***********************************************************************
 MD1372  DESIGNATION -  S 20
 MD1372  PID         -  MD1372
 MD1372  STATE/COUNTY-  IN/ELKHART
 MD1372  COUNTRY     -  US
 MD1372  USGS QUAD   -  GOSHEN (2019)
 MD1372
 MD1372                         *CURRENT SURVEY CONTROL
 MD1372  ______________________________________________________________________
 MD1372* NAD 83(1986) POSITION- 41 34 51.     (N) 085 48 56.     (W)   SCALED
 MD1372* NAVD 88 ORTHO HEIGHT -   244.356 (meters)      801.69  (feet) ADJUSTED
 MD1372  ______________________________________________________________________
 MD1372  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 MD1372  DYNAMIC HEIGHT  -        244.260 (meters)      801.38  (feet) COMP
 MD1372  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD1372
 MD1372  VERT ORDER      -  SECOND    CLASS 0
 MD1372
 MD1372.The horizontal coordinates were scaled from a map and have
 MD1372.an estimated accuracy of +/- 6 seconds.
 MD1372
 MD1372.The orthometric height was determined by differential leveling and
 MD1372.adjusted by the NATIONAL GEODETIC SURVEY
 MD1372.in June 1991.
 MD1372
 MD1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1372.GEOID18 height accuracy estimate available here.
 MD1372
 MD1372.Click photographs - Photos may exist for this station.
 MD1372
 MD1372.The dynamic height is computed by dividing the NAVD 88
 MD1372.geopotential number by the normal gravity value computed on the
 MD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1372.degrees latitude (g = 980.6199 gals.).
 MD1372
 MD1372.The modeled gravity was interpolated from observed gravity values.
 MD1372
 MD1372;                    North         East    Units  Estimated Accuracy
 MD1372;SPC IN E     -   703,070.       87,580.      MT  (+/- 180 meters Scaled)
 MD1372
 MD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM987039(NAD 83)
 MD1372
 MD1372                          SUPERSEDED SURVEY CONTROL
 MD1372
 MD1372  NGVD 29 (??/??/92)  244.477  (m)          802.09   (f) ADJ UNCH    2 0
 MD1372
 MD1372.Superseded values are not recommended for survey control.
 MD1372
 MD1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1372.See file dsdata.pdf to determine how the superseded data were derived.
 MD1372
 MD1372_MARKER: DB = BENCH MARK DISK
 MD1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1372_STAMPING: S 20 1934
 MD1372_MARK LOGO: CGS
 MD1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1372+STABILITY: SURFACE MOTION
 MD1372
 MD1372  HISTORY     - Date     Condition        Report By
 MD1372  HISTORY     - 1934     MONUMENTED       CGS
 MD1372  HISTORY     - 1946     GOOD             CGS
 MD1372  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 MD1372  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1372  HISTORY     - 20180218 MARK NOT FOUND   INDOT
 MD1372
 MD1372                          STATION DESCRIPTION
 MD1372
 MD1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1372'0.9 MI SE FROM GOSHEN.
 MD1372'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 MD1372'FROM THE STATION AT GOSHEN, AT A PAVED ROAD CROSSING NEAR THE
 MD1372'PENN ELECTRIC SWITCH COMPANY, 54 FEET NORTHEAST OF THE NORTHEAST
 MD1372'RAIL OF THE MAIN TRACK, 46 FEET NORTH OF THE CENTER LINE OF THE
 MD1372'PAVED ROAD, 32 FEET NORTHWEST OF THE FENCE CORNER, 26.5 FEET
 MD1372'NORTH-NORTHWEST OF POWER POLE NO. 505/935, 2.5 FEET SOUTHWEST
 MD1372'OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE TRACK, AND SET
 MD1372'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1372
 MD1372                          STATION RECOVERY (1977)
 MD1372
 MD1372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 MD1372'MARK NOT FOUND.
 MD1372
 MD1372                          STATION RECOVERY (1993)
 MD1372
 MD1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1372'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1372
 MD1372                          STATION RECOVERY (2018)
 MD1372
 MD1372'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1372'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0528 ***********************************************************************
 MD0528  DESIGNATION -  S 200
 MD0528  PID         -  MD0528
 MD0528  STATE/COUNTY-  IN/ALLEN
 MD0528  COUNTRY     -  US
 MD0528  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0528
 MD0528                         *CURRENT SURVEY CONTROL
 MD0528  ______________________________________________________________________
 MD0528* NAD 83(1986) POSITION- 41 07 31.7    (N) 084 51 17.1    (W)   HD_HELD2
 MD0528* NAVD 88 ORTHO HEIGHT -   230.132 (meters)      755.02  (feet) ADJUSTED
 MD0528  ______________________________________________________________________
 MD0528  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 MD0528  DYNAMIC HEIGHT  -        230.040 (meters)      754.72  (feet) COMP
 MD0528  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 MD0528
 MD0528  VERT ORDER      -  SECOND    CLASS 0
 MD0528
 MD0528.The horizontal coordinates were established by autonomous hand held GPS
 MD0528.observations and have an estimated accuracy of +/- 10 meters.
 MD0528
 MD0528.The orthometric height was determined by differential leveling and
 MD0528.adjusted by the NATIONAL GEODETIC SURVEY
 MD0528.in June 1991.
 MD0528
 MD0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0528.GEOID18 height accuracy estimate available here.
 MD0528
 MD0528.Click photographs - Photos may exist for this station.
 MD0528
 MD0528.The dynamic height is computed by dividing the NAVD 88
 MD0528.geopotential number by the normal gravity value computed on the
 MD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0528.degrees latitude (g = 980.6199 gals.).
 MD0528
 MD0528.The modeled gravity was interpolated from observed gravity values.
 MD0528
 MD0528;                    North         East    Units  Estimated Accuracy
 MD0528;SPC IN E     -   652,810.      168,179.      MT  (+/- 10 meters HH2 GPS)
 MD0528
 MD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8008154903(NAD 83)
 MD0528
 MD0528                          SUPERSEDED SURVEY CONTROL
 MD0528
 MD0528  NGVD 29 (??/??/92)  230.286  (m)          755.53   (f) ADJ UNCH    2 0
 MD0528
 MD0528.Superseded values are not recommended for survey control.
 MD0528
 MD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0528.See file dsdata.pdf to determine how the superseded data were derived.
 MD0528
 MD0528_MARKER: DB = BENCH MARK DISK
 MD0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0528_SP_SET: BUILDING
 MD0528_STAMPING: S 200 1946
 MD0528_MARK LOGO: CGS
 MD0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0528+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2018
 MD0528
 MD0528  HISTORY     - Date     Condition        Report By
 MD0528  HISTORY     - 1946     MONUMENTED       CGS
 MD0528  HISTORY     - 1968     GOOD             INHD
 MD0528  HISTORY     - 20180205 GOOD             INDOT
 MD0528
 MD0528                          STATION DESCRIPTION
 MD0528
 MD0528'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0528'AT WOODBURN.
 MD0528'ABOUT 60 YARDS N. OF THE INTERSECTION OF CENTERLINES OF MAIN
 MD0528'STREET OR WOODBURN ROAD AND UNION STREET OR BULL RAPIDS ROAD
 MD0528'AT THE MAIN CORNER IN WOODBURN, 1 FT. W. OF THE SE. CORNER OF THE
 MD0528'CITY BUILDING, AND 4.4 FT. ABOVE GROUND, A STANDARD DISK SET
 MD0528'FACE-VERTICAL IN A DRILL HOLE IN THE BRICK WALL, ABOUT 8 YARDS W.
 MD0528'OF CENTERLINE OF UNION STREET.
 MD0528
 MD0528                          STATION RECOVERY (2018)
 MD0528
 MD0528'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0528'CURRENT DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7857 ***********************************************************************
 DR7857  DESIGNATION -  S 200 RESET
 DR7857  PID         -  DR7857
 DR7857  STATE/COUNTY-  IN/ALLEN
 DR7857  COUNTRY     -  US
 DR7857  USGS QUAD   -  WOODBURN NORTH (2019)
 DR7857
 DR7857                         *CURRENT SURVEY CONTROL
 DR7857  ______________________________________________________________________
 DR7857* NAD 83(2011) POSITION- 41 08 21.84871(N) 084 51 37.96586(W)   ADJUSTED
 DR7857* NAD 83(2011) ELLIP HT-   194.777 (meters)        (09/21/23)   ADJUSTED
 DR7857* NAD 83(2011) EPOCH   -  2010.00
 DR7857* NAVD 88 ORTHO HEIGHT -   228.12  (meters)      748.4   (feet) RESET
 DR7857  ______________________________________________________________________
 DR7857  GEOID HEIGHT    -        -33.301 (meters)                     GEOID18
 DR7857  NAD 83(2011) X  -    430,931.299 (meters)                     COMP
 DR7857  NAD 83(2011) Y  - -4,791,226.484 (meters)                     COMP
 DR7857  NAD 83(2011) Z  -  4,174,222.915 (meters)                     COMP
 DR7857  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 DR7857  VERT ORDER      -  THIRD
 DR7857
 DR7857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7857  Standards:
 DR7857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7857  -------------------------------------------------------------------
 DR7857  NETWORK    0.44   0.82           0.19   0.17   0.42      0.01372498
 DR7857  -------------------------------------------------------------------
 DR7857  Click here for local accuracies and other accuracy information.
 DR7857
 DR7857.The horizontal coordinates were established by GPS observations
 DR7857.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7857
 DR7857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7857.been affixed to the stable North American tectonic plate. See 
 DR7857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7857
 DR7857.The horizontal coordinates are valid at the epoch date displayed above
 DR7857.which is a decimal equivalence of Year/Month/Day.
 DR7857
 DR7857.The orthometric height was computed from unverified reset data.
 DR7857
 DR7857.No vertical observational check was made to the station.
 DR7857
 DR7857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7857.GEOID18 height accuracy estimate available here.
 DR7857
 DR7857.Click photographs - Photos may exist for this station.
 DR7857
 DR7857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7857
 DR7857.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7857
 DR7857.The ellipsoidal height was determined by GPS observations
 DR7857.and is referenced to NAD 83.
 DR7857
 DR7857. The following values were computed from the NAD 83(2011) position.
 DR7857
 DR7857;                    North         East     Units Scale Factor Converg.
 DR7857;SPC IN E     -   654,352.283   167,678.055   MT  1.00002302   +0 31 49.3
 DR7857;SPC IN E     - 2,146,820.78    550,123.75   sFT  1.00002302   +0 31 49.3
 DR7857;UTM  16      - 4,556,438.302   679,557.405   MT  0.99999681   +1 24 28.5
 DR7857
 DR7857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7857!SPC IN E     -   0.99996945  x   1.00002302  =   0.99999247
 DR7857!UTM  16      -   0.99996945  x   0.99999681  =   0.99996626
 DR7857
 DR7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7955756438(NAD 83)
 DR7857
 DR7857                          SUPERSEDED SURVEY CONTROL
 DR7857
 DR7857.No superseded survey control is available for this station.
 DR7857
 DR7857_MARKER: F = FLANGE-ENCASED ROD
 DR7857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7857_STAMPING: S 200 RESET 2018
 DR7857_MARK LOGO: NONE
 DR7857_PROJECTION: RECESSED 10 CENTIMETERS
 DR7857_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7857+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2018
 DR7857_ROD/PIPE-DEPTH: 8.1 meters
 DR7857_SLEEVE-DEPTH  : 0.9 meters
 DR7857
 DR7857  HISTORY     - Date     Condition        Report By
 DR7857  HISTORY     - 20180313 MONUMENTED       INDOT
 DR7857
 DR7857                          STATION DESCRIPTION
 DR7857
 DR7857'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (MAS)
 DR7857'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF
 DR7857'CEDARVILLE, 7.4 MI (11.9 KM) SOUTHEAST OF GRABILL AND 1.0 MI (1.6 KM)
 DR7857'NORTH-NORTHWEST OF WOODBURN.  SET ON STATE RIGHT-OF-WAY.
 DR7857'
 DR7857'TO REACH FROM THE INTERSECTION OF STATE ROAD 101 (FAHLSING ROAD) AND
 DR7857'STATE HIGHWAY 24, TRAVEL SOUTH ON STATE ROAD 101 APPROXIMATELY 0.3 MI
 DR7857'(0.5 KM) TO MAUMEE CENTER ROAD.  TURN RIGHT (WEST) AND TRAVEL WEST AND
 DR7857'SOUTHWEST 0.6 MI (1.0 KM) TO THE MONUMENT ON THE RIGHT (NORTH) SIDE OF
 DR7857'THE ROAD.
 DR7857'
 DR7857'STATION IS FLUSH WITH THE GROUND AND IS LOCATED 60 FT (18.3 M)
 DR7857'NORTHWEST OF THE ROAD CENTERLINE ON THE NORTH BANK OF A DITCH.  IT IS
 DR7857'223.1 FT (68.0 M) WEST-NORTHWEST OF A ROW MARKER LOCATED BESIDE POWER
 DR7857'POLE AL 375-7, 193.7 FT (59.0 M) SOUTH-SOUTHEAST OF THE NORTHWEST
 DR7857'CORNER OF A CONCRETE APRON AROUND PVC DRAINPIPES INSIDE THE ROW, 140.8
 DR7857'FT (42.9 M) NORTH-NORTHWEST OF A ROW MARKER LOCATED BESIDE POWER POLE
 DR7857'AL 375-19.  NOTES -- (1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH
 DR7857'(15 CM) LOGO CAP.  (2) SOUTH 200 RESET WAS SET TO FACILITATE CLEAR SKY
 DR7857'GPS OBSERVATIONS.  (3) SOUTH 200 IS NOT SCHEDULED TO BE REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0772 ***********************************************************************
 MD0772  DESIGNATION -  S 201
 MD0772  PID         -  MD0772
 MD0772  STATE/COUNTY-  IN/ALLEN
 MD0772  COUNTRY     -  US
 MD0772  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0772
 MD0772                         *CURRENT SURVEY CONTROL
 MD0772  ______________________________________________________________________
 MD0772* NAD 83(1986) POSITION- 41 07 04.     (N) 085 01 11.     (W)   SCALED
 MD0772* NAVD 88 ORTHO HEIGHT -   237.908 (meters)      780.54  (feet) ADJUSTED
 MD0772  ______________________________________________________________________
 MD0772  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 MD0772  DYNAMIC HEIGHT  -        237.813 (meters)      780.22  (feet) COMP
 MD0772  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 MD0772
 MD0772  VERT ORDER      -  SECOND    CLASS 0
 MD0772
 MD0772.The horizontal coordinates were scaled from a map and have
 MD0772.an estimated accuracy of +/- 6 seconds.
 MD0772
 MD0772.The orthometric height was determined by differential leveling and
 MD0772.adjusted by the NATIONAL GEODETIC SURVEY
 MD0772.in June 1991.
 MD0772
 MD0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0772.GEOID18 height accuracy estimate available here.
 MD0772
 MD0772.Click photographs - Photos may exist for this station.
 MD0772
 MD0772.The dynamic height is computed by dividing the NAVD 88
 MD0772.geopotential number by the normal gravity value computed on the
 MD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0772.degrees latitude (g = 980.6199 gals.).
 MD0772
 MD0772.The modeled gravity was interpolated from observed gravity values.
 MD0772
 MD0772;                    North         East    Units  Estimated Accuracy
 MD0772;SPC IN E     -   651,840.      154,330.      MT  (+/- 180 meters Scaled)
 MD0772
 MD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL662537(NAD 83)
 MD0772
 MD0772                          SUPERSEDED SURVEY CONTROL
 MD0772
 MD0772  NGVD 29 (??/??/92)  238.066  (m)          781.05   (f) ADJ UNCH    2 0
 MD0772
 MD0772.Superseded values are not recommended for survey control.
 MD0772
 MD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0772.See file dsdata.pdf to determine how the superseded data were derived.
 MD0772
 MD0772_MARKER: DB = BENCH MARK DISK
 MD0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0772_SP_SET: CULVERT HEADWALL
 MD0772_STAMPING: S 201 1946
 MD0772_MARK LOGO: CGS
 MD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0772+STABILITY: SURFACE MOTION
 MD0772
 MD0772  HISTORY     - Date     Condition        Report By
 MD0772  HISTORY     - 1946     MONUMENTED       CGS
 MD0772  HISTORY     - 1961     GOOD             CGS
 MD0772
 MD0772                          STATION DESCRIPTION
 MD0772
 MD0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0772'3.6 MI N FROM NEW HAVEN.
 MD0772'ABOUT 3.3 MILES N ALONG BROADWAY, POWER STREET, RUFUS STREET AND
 MD0772'LANDIN ROAD (THE MOST NEARLY DUE N ROUTE) FROM INTERSECTION OF
 MD0772'BROADWAY AND LINCOLN HIGHWAY STREET IN NEW HAVEN, THENCE 0.3 MILE
 MD0772'NE ALONG MAYSVILLE ROAD TO THE MARK ON RIGHT, 18 FEET SE OF
 MD0772'CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, 0.5 FOOT LOWER THAN
 MD0772'SAME, SET IN A DRILL HOLE 1.4 FEET NE OF SW END OF 8-FOOT
 MD0772'CONCRETE HEADWALL OF 10-INCH CONCRETE PIPE CULVERT UNDER HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1763 ***********************************************************************
 LA1763  DESIGNATION -  S 202
 LA1763  PID         -  LA1763
 LA1763  STATE/COUNTY-  IN/HUNTINGTON
 LA1763  COUNTRY     -  US
 LA1763  USGS QUAD   -  MOUNT ETNA (2019)
 LA1763
 LA1763                         *CURRENT SURVEY CONTROL
 LA1763  ______________________________________________________________________
 LA1763* NAD 83(1986) POSITION- 40 40 56.     (N) 085 30 23.     (W)   SCALED
 LA1763* NAVD 88 ORTHO HEIGHT -   260.863 (meters)      855.85  (feet) ADJUSTED
 LA1763  ______________________________________________________________________
 LA1763  GEOID HEIGHT    -        -34.211 (meters)                     GEOID18
 LA1763  DYNAMIC HEIGHT  -        260.734 (meters)      855.42  (feet) COMP
 LA1763  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 LA1763
 LA1763  VERT ORDER      -  SECOND    CLASS 0
 LA1763
 LA1763.The horizontal coordinates were scaled from a map and have
 LA1763.an estimated accuracy of +/- 6 seconds.
 LA1763
 LA1763.The orthometric height was determined by differential leveling and
 LA1763.adjusted by the NATIONAL GEODETIC SURVEY
 LA1763.in June 1991.
 LA1763
 LA1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1763.GEOID18 height accuracy estimate available here.
 LA1763
 LA1763.Click photographs - Photos may exist for this station.
 LA1763
 LA1763.The dynamic height is computed by dividing the NAVD 88
 LA1763.geopotential number by the normal gravity value computed on the
 LA1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1763.degrees latitude (g = 980.6199 gals.).
 LA1763
 LA1763.The modeled gravity was interpolated from observed gravity values.
 LA1763
 LA1763;                    North         East    Units  Estimated Accuracy
 LA1763;SPC IN E     -   603,280.      113,550.      MT  (+/- 180 meters Scaled)
 LA1763
 LA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL262045(NAD 83)
 LA1763
 LA1763                          SUPERSEDED SURVEY CONTROL
 LA1763
 LA1763  NGVD 29 (??/??/92)  260.992  (m)          856.27   (f) ADJ UNCH    2 0
 LA1763
 LA1763.Superseded values are not recommended for survey control.
 LA1763
 LA1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1763.See file dsdata.pdf to determine how the superseded data were derived.
 LA1763
 LA1763_MARKER: DB = BENCH MARK DISK
 LA1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1763_STAMPING: S 202 1946
 LA1763_MARK LOGO: CGS
 LA1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1763+STABILITY: SURFACE MOTION
 LA1763
 LA1763  HISTORY     - Date     Condition        Report By
 LA1763  HISTORY     - 1946     MONUMENTED       CGS
 LA1763  HISTORY     - 1965     GOOD             CGS
 LA1763
 LA1763                          STATION DESCRIPTION
 LA1763
 LA1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1763'4.8 MI S FROM LANCASTER.
 LA1763'ABOUT 4.75 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE CEMETERY
 LA1763'AT LANCASTER, ABOUT 4.65 MILES NORTH ALONG HIGHWAY 221 FROM THE
 LA1763'VAN BUREN TOWNSHIP SCHOOL AT VAN BUREN, 1.0 MILE NORTH OF THE
 LA1763'INTERSECTION OF STATE HIGHWAY 218, 1.0 MILE SOUTH OF THE JEFFERSON
 LA1763'TOWNSHIP CONSOLIDATED SCHOOL, AT AN EAST-WEST GRAVEL CROSS ROAD,
 LA1763'41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25.5 FEET EAST
 LA1763'OF A FENCE CORNER, 16 FEET NORTH OF THE CENTER LINE OF THE
 LA1763'GRAVEL ROAD, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT 1 FOOT BELOW
 LA1763'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1763'3 INCHES.
 LA1763
 LA1763                          STATION RECOVERY (1965)
 LA1763
 LA1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1739 ***********************************************************************
 LA1739  DESIGNATION -  S 203
 LA1739  PID         -  LA1739
 LA1739  STATE/COUNTY-  IN/HUNTINGTON
 LA1739  COUNTRY     -  US
 LA1739  USGS QUAD   -  ANDREWS (2019)
 LA1739
 LA1739                         *CURRENT SURVEY CONTROL
 LA1739  ______________________________________________________________________
 LA1739* NAD 83(1986) POSITION- 40 46 10.     (N) 085 37 17.     (W)   SCALED
 LA1739* NAVD 88 ORTHO HEIGHT -   224.649 (meters)      737.04  (feet) ADJUSTED
 LA1739  ______________________________________________________________________
 LA1739  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 LA1739  DYNAMIC HEIGHT  -        224.541 (meters)      736.68  (feet) COMP
 LA1739  MODELED GRAVITY -    980,135.7   (mgal)                       NAVD 88
 LA1739
 LA1739  VERT ORDER      -  SECOND    CLASS 0
 LA1739
 LA1739.The horizontal coordinates were scaled from a map and have
 LA1739.an estimated accuracy of +/- 6 seconds.
 LA1739
 LA1739.The orthometric height was determined by differential leveling and
 LA1739.adjusted by the NATIONAL GEODETIC SURVEY
 LA1739.in June 1991.
 LA1739
 LA1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1739.GEOID18 height accuracy estimate available here.
 LA1739
 LA1739.Click photographs - Photos may exist for this station.
 LA1739
 LA1739.The dynamic height is computed by dividing the NAVD 88
 LA1739.geopotential number by the normal gravity value computed on the
 LA1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1739.degrees latitude (g = 980.6199 gals.).
 LA1739
 LA1739.The modeled gravity was interpolated from observed gravity values.
 LA1739
 LA1739;                    North         East    Units  Estimated Accuracy
 LA1739;SPC IN E     -   612,960.      103,820.      MT  (+/- 180 meters Scaled)
 LA1739
 LA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL163140(NAD 83)
 LA1739
 LA1739                          SUPERSEDED SURVEY CONTROL
 LA1739
 LA1739  NGVD 29 (??/??/92)  224.778  (m)          737.46   (f) ADJ UNCH    2 0
 LA1739
 LA1739.Superseded values are not recommended for survey control.
 LA1739
 LA1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1739.See file dsdata.pdf to determine how the superseded data were derived.
 LA1739
 LA1739_MARKER: DB = BENCH MARK DISK
 LA1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1739_SP_SET: ABUTMENT
 LA1739_STAMPING: S 203 1946
 LA1739_MARK LOGO: CGS
 LA1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1739
 LA1739  HISTORY     - Date     Condition        Report By
 LA1739  HISTORY     - 1946     MONUMENTED       CGS
 LA1739  HISTORY     - 1972     GOOD             INHD
 LA1739  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1739
 LA1739                          STATION DESCRIPTION
 LA1739
 LA1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1739'7 MI S FROM ANDREWS.
 LA1739'ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST
 LA1739'OFFICE AT ANDREWS, ABOUT 5.1 MILES NORTH OF THE SCHOOL AT BANQUO,
 LA1739'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 LA1739'THE STEEL BRIDGE OVER THE SALAMONIE RIVER, 12 FEET WEST OF AND
 LA1739'ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 LA1739
 LA1739                          STATION RECOVERY (1972)
 LA1739
 LA1739'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1972
 LA1739'RECOVERED IN GOOD CONDITION.
 LA1739
 LA1739                          STATION RECOVERY (2023)
 LA1739
 LA1739'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RG)
 LA1739'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1387 ***********************************************************************
 LA1387  DESIGNATION -  S 204
 LA1387  PID         -  LA1387
 LA1387  STATE/COUNTY-  IN/HOWARD
 LA1387  COUNTRY     -  US
 LA1387  USGS QUAD   -  GREENTOWN (2019)
 LA1387
 LA1387                         *CURRENT SURVEY CONTROL
 LA1387  ______________________________________________________________________
 LA1387* NAD 83(1986) POSITION- 40 24 25.01   (N) 085 57 23.39   (W)   HD_HELD1
 LA1387* NAVD 88 ORTHO HEIGHT -   259.787 (meters)      852.32  (feet) ADJUSTED
 LA1387  ______________________________________________________________________
 LA1387  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 LA1387  DYNAMIC HEIGHT  -        259.651 (meters)      851.87  (feet) COMP
 LA1387  MODELED GRAVITY -    980,094.9   (mgal)                       NAVD 88
 LA1387
 LA1387  VERT ORDER      -  SECOND    CLASS 0
 LA1387
 LA1387.The horizontal coordinates were determined by differentially corrected
 LA1387.hand held GPS observations or other comparable positioning techniques
 LA1387.and have an estimated accuracy of +/- 3 meters.
 LA1387
 LA1387.The orthometric height was determined by differential leveling and
 LA1387.adjusted by the NATIONAL GEODETIC SURVEY
 LA1387.in June 1991.
 LA1387
 LA1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1387.GEOID18 height accuracy estimate available here.
 LA1387
 LA1387.Click photographs - Photos may exist for this station.
 LA1387
 LA1387.The dynamic height is computed by dividing the NAVD 88
 LA1387.geopotential number by the normal gravity value computed on the
 LA1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1387.degrees latitude (g = 980.6199 gals.).
 LA1387
 LA1387.The modeled gravity was interpolated from observed gravity values.
 LA1387
 LA1387;                    North         East    Units  Estimated Accuracy
 LA1387;SPC IN E     -   572,743.3      75,398.6     MT  (+/- 3 meters HH1 GPS) 
 LA1387
 LA1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8854273448(NAD 83)
 LA1387
 LA1387                          SUPERSEDED SURVEY CONTROL
 LA1387
 LA1387  NGVD 29 (??/??/92)  259.911  (m)          852.72   (f) ADJ UNCH    2 0
 LA1387
 LA1387.Superseded values are not recommended for survey control.
 LA1387
 LA1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1387.See file dsdata.pdf to determine how the superseded data were derived.
 LA1387
 LA1387_MARKER: DB = BENCH MARK DISK
 LA1387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1387_SP_SET: DRAIN
 LA1387_STAMPING: S 204 1946
 LA1387_MARK LOGO: CGS
 LA1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1387+STABILITY: SURFACE MOTION
 LA1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1387+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 LA1387
 LA1387  HISTORY     - Date     Condition        Report By
 LA1387  HISTORY     - 1946     MONUMENTED       CGS
 LA1387  HISTORY     - 20100409 GOOD             INDIV
 LA1387
 LA1387                          STATION DESCRIPTION
 LA1387
 LA1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1387'3.1 MI N FROM WINDFALL.
 LA1387'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1387'CROSSROADS AT WINDFALL, AT THE TIPTON-HOWARD COUNTY LINE ROAD
 LA1387'AND CHURCH, 202 FEET NORTH OF THE CENTER LINE OF THE ROAD
 LA1387'LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1387'SET IN THE TOP OF THE CENTER OF THE WEST WALL OF A 3 BY 3
 LA1387'FOOT GRILL COVERED CONCRETE DRAIN BOX, AND ABOUT 1.5 FEET
 LA1387'BELOW THE HIGHWAY.
 LA1387
 LA1387                          STATION RECOVERY (2010)
 LA1387
 LA1387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRH)
 LA1387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0340 ***********************************************************************
 LB0340  DESIGNATION -  S 205
 LB0340  PID         -  LB0340
 LB0340  STATE/COUNTY-  IN/HOWARD
 LB0340  COUNTRY     -  US
 LB0340  USGS QUAD   -  KOKOMO WEST (2019)
 LB0340
 LB0340                         *CURRENT SURVEY CONTROL
 LB0340  ______________________________________________________________________
 LB0340* NAD 83(1986) POSITION- 40 27 43.     (N) 086 08 01.     (W)   SCALED
 LB0340* NAVD 88 ORTHO HEIGHT -   246.450 (meters)      808.56  (feet) ADJUSTED
 LB0340  ______________________________________________________________________
 LB0340  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 LB0340  DYNAMIC HEIGHT  -        246.321 (meters)      808.14  (feet) COMP
 LB0340  MODELED GRAVITY -    980,098.0   (mgal)                       NAVD 88
 LB0340
 LB0340  VERT ORDER      -  SECOND    CLASS 0
 LB0340
 LB0340.The horizontal coordinates were scaled from a map and have
 LB0340.an estimated accuracy of +/- 6 seconds.
 LB0340
 LB0340.The orthometric height was determined by differential leveling and
 LB0340.adjusted by the NATIONAL GEODETIC SURVEY
 LB0340.in June 1991.
 LB0340
 LB0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0340.GEOID18 height accuracy estimate available here.
 LB0340
 LB0340.Click photographs - Photos may exist for this station.
 LB0340
 LB0340.The dynamic height is computed by dividing the NAVD 88
 LB0340.geopotential number by the normal gravity value computed on the
 LB0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0340.degrees latitude (g = 980.6199 gals.).
 LB0340
 LB0340.The modeled gravity was interpolated from observed gravity values.
 LB0340
 LB0340;                    North         East    Units  Estimated Accuracy
 LB0340;SPC IN E     -   578,920.       60,400.      MT  (+/- 180 meters Scaled)
 LB0340
 LB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734793(NAD 83)
 LB0340
 LB0340                          SUPERSEDED SURVEY CONTROL
 LB0340
 LB0340  NGVD 29 (??/??/92)  246.570  (m)          808.96   (f) ADJ UNCH    2 0
 LB0340
 LB0340.Superseded values are not recommended for survey control.
 LB0340
 LB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0340.See file dsdata.pdf to determine how the superseded data were derived.
 LB0340
 LB0340_MARKER: DB = BENCH MARK DISK
 LB0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0340_SP_SET: BRIDGE HEADWALL
 LB0340_STAMPING: S 205 1946
 LB0340_MARK LOGO: CGS
 LB0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0340
 LB0340  HISTORY     - Date     Condition        Report By
 LB0340  HISTORY     - 1946     MONUMENTED       CGS
 LB0340  HISTORY     - 20051222 MARK NOT FOUND   INDIV
 LB0340
 LB0340                          STATION DESCRIPTION
 LB0340
 LB0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0340'1.8 MI S FROM KOKOMO.
 LB0340'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0340'AT KOKOMO, AT THE SOUTH CITY LIMITS, SET IN THE TOP OF THE SOUTH
 LB0340'END OF THE 60 FOOT EAST HEAD WALL OF A BARRELLED CONCRETE BRIDGE,
 LB0340'ABOUT 75 FEET SOUTH OF THE CITY LIMIT SIGN, 27 FEET EAST OF AND
 LB0340'ABOUT 5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 LB0340
 LB0340                          STATION RECOVERY (2005)
 LB0340
 LB0340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DAB)
 LB0340'NEWER BRIDGE OVER CREEK, THERE IS NOW AN INDIANA HIGHWAY DEPARTMENT
 LB0340'BENCHMARK IN THE LOCATION DESCRIBED FOR THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1461 ***********************************************************************
 LA1461  DESIGNATION -  S 206
 LA1461  PID         -  LA1461
 LA1461  STATE/COUNTY-  IN/TIPTON
 LA1461  COUNTRY     -  US
 LA1461  USGS QUAD   -  WINDFALL (2019)
 LA1461
 LA1461                         *CURRENT SURVEY CONTROL
 LA1461  ______________________________________________________________________
 LA1461* NAD 83(1986) POSITION- 40 16 43.     (N) 085 53 49.     (W)   SCALED
 LA1461* NAVD 88 ORTHO HEIGHT -   263.114 (meters)      863.23  (feet) ADJUSTED
 LA1461  ______________________________________________________________________
 LA1461  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 LA1461  DYNAMIC HEIGHT  -        262.974 (meters)      862.77  (feet) COMP
 LA1461  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 LA1461
 LA1461  VERT ORDER      -  SECOND    CLASS 0
 LA1461
 LA1461.The horizontal coordinates were scaled from a map and have
 LA1461.an estimated accuracy of +/- 6 seconds.
 LA1461
 LA1461.The orthometric height was determined by differential leveling and
 LA1461.adjusted by the NATIONAL GEODETIC SURVEY
 LA1461.in June 1991.
 LA1461
 LA1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1461.GEOID18 height accuracy estimate available here.
 LA1461
 LA1461.Click photographs - Photos may exist for this station.
 LA1461
 LA1461.The dynamic height is computed by dividing the NAVD 88
 LA1461.geopotential number by the normal gravity value computed on the
 LA1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1461.degrees latitude (g = 980.6199 gals.).
 LA1461
 LA1461.The modeled gravity was interpolated from observed gravity values.
 LA1461
 LA1461;                    North         East    Units  Estimated Accuracy
 LA1461;SPC IN E     -   558,480.       80,420.      MT  (+/- 180 meters Scaled)
 LA1461
 LA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK937592(NAD 83)
 LA1461
 LA1461                          SUPERSEDED SURVEY CONTROL
 LA1461
 LA1461  NGVD 29 (??/??/92)  263.243  (m)          863.66   (f) ADJ UNCH    2 0
 LA1461
 LA1461.Superseded values are not recommended for survey control.
 LA1461
 LA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1461.See file dsdata.pdf to determine how the superseded data were derived.
 LA1461
 LA1461_MARKER: DB = BENCH MARK DISK
 LA1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1461_STAMPING: S 206 1946
 LA1461_MARK LOGO: CGS
 LA1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1461+STABILITY: SURFACE MOTION
 LA1461
 LA1461  HISTORY     - Date     Condition        Report By
 LA1461  HISTORY     - 1946     MONUMENTED       CGS
 LA1461
 LA1461                          STATION DESCRIPTION
 LA1461
 LA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1461'2.9 MI W FROM ELWOOD.
 LA1461'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1461'INTERSECTION WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 0.4 MILE
 LA1461'WEST OF A 30 FOOT CONCRETE BRIDGE OVER POLYWOG CREEK, ABOUT 0.15
 LA1461'MILE EAST OF A NORTH-SOUTH ROAD (GRAVEL SOUTH, AND BLACK TOP LEADING
 LA1461'NORTH TO CURTISVILLE), AT A T FENCE CORNER IN THE NORTH
 LA1461'RIGHT-OF-WAY FENCE, 137 FEET EAST OF A TELEPHONE POLE, 31 FEET
 LA1461'NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET WEST OF THE T
 LA1461'FENCE POST, 9 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 LA1461'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1461'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0531 ***********************************************************************
 LB0531  DESIGNATION -  S 207
 LB0531  PID         -  LB0531
 LB0531  STATE/COUNTY-  IN/CLINTON
 LB0531  COUNTRY     -  US
 LB0531  USGS QUAD   -  HILLISBURG (2019)
 LB0531
 LB0531                         *CURRENT SURVEY CONTROL
 LB0531  ______________________________________________________________________
 LB0531* NAD 83(1986) POSITION- 40 16 21.     (N) 086 20 14.     (W)   SCALED
 LB0531* NAVD 88 ORTHO HEIGHT -   281.359 (meters)      923.09  (feet) ADJUSTED
 LB0531  ______________________________________________________________________
 LB0531  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 LB0531  DYNAMIC HEIGHT  -        281.207 (meters)      922.59  (feet) COMP
 LB0531  MODELED GRAVITY -    980,077.5   (mgal)                       NAVD 88
 LB0531
 LB0531  VERT ORDER      -  SECOND    CLASS 0
 LB0531
 LB0531.The horizontal coordinates were scaled from a map and have
 LB0531.an estimated accuracy of +/- 6 seconds.
 LB0531
 LB0531.The orthometric height was determined by differential leveling and
 LB0531.adjusted by the NATIONAL GEODETIC SURVEY
 LB0531.in June 1991.
 LB0531
 LB0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0531.GEOID18 height accuracy estimate available here.
 LB0531
 LB0531.Click photographs - Photos may exist for this station.
 LB0531
 LB0531.The dynamic height is computed by dividing the NAVD 88
 LB0531.geopotential number by the normal gravity value computed on the
 LB0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0531.degrees latitude (g = 980.6199 gals.).
 LB0531
 LB0531.The modeled gravity was interpolated from observed gravity values.
 LB0531
 LB0531;                    North         East    Units  Estimated Accuracy
 LB0531;SPC IN W     -   558,040.      963,460.      MT  (+/- 180 meters Scaled)
 LB0531
 LB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK563582(NAD 83)
 LB0531
 LB0531                          SUPERSEDED SURVEY CONTROL
 LB0531
 LB0531  NGVD 29 (??/??/92)  281.467  (m)          923.45   (f) ADJ UNCH    2 0
 LB0531
 LB0531.Superseded values are not recommended for survey control.
 LB0531
 LB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0531.See file dsdata.pdf to determine how the superseded data were derived.
 LB0531
 LB0531_MARKER: DB = BENCH MARK DISK
 LB0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0531_STAMPING: S 207 1946
 LB0531_MARK LOGO: CGS
 LB0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0531+STABILITY: SURFACE MOTION
 LB0531
 LB0531  HISTORY     - Date     Condition        Report By
 LB0531  HISTORY     - 1946     MONUMENTED       CGS
 LB0531
 LB0531                          STATION DESCRIPTION
 LB0531
 LB0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0531'10 MI W FROM TETERSBURG.
 LB0531'ABOUT 9.95 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0531'AT TETERSBURG, ABOUT 100 YARDS NORTHEAST AND ACROSS THE HIGHWAY
 LB0531'FROM A TWO STORY WHITE FARM HOUSE, SET IN THE NORTHEAST QUARTER
 LB0531'OF A NORTH-SOUTH PAVED ROAD, 53 FEET NORTH OF THE CENTER LINE OF
 LB0531'THE HIGHWAY, 46 FEET NORTHWEST OF THE NORTH END OF A 16 INCH
 LB0531'CORRUGATED PIPE CULVERT, 24 FEET EAST OF THE CENTER LINE OF THE
 LB0531'ROAD, 5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE
 LB0531'LINE, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 LB0531'CONCRETE POST PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE
 LB0531'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION AT HILLISBURG
 LB0531'BY GOING ABOUT 1.0 MILE SOUTH ALONG A PAVED ROAD TO THE JUNCTION
 LB0531'OF STATE HIGHWAY 28.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1563 ***********************************************************************
 LA1563  DESIGNATION -  S 208
 LA1563  PID         -  LA1563
 LA1563  STATE/COUNTY-  IN/TIPTON
 LA1563  COUNTRY     -  US
 LA1563  USGS QUAD   -  WINDFALL (2019)
 LA1563
 LA1563                         *CURRENT SURVEY CONTROL
 LA1563  ______________________________________________________________________
 LA1563* NAD 83(1986) POSITION- 40 21 46.     (N) 085 58 31.     (W)   SCALED
 LA1563* NAVD 88 ORTHO HEIGHT -   263.952 (meters)      865.98  (feet) ADJUSTED
 LA1563  ______________________________________________________________________
 LA1563  GEOID HEIGHT    -        -34.381 (meters)                     GEOID18
 LA1563  DYNAMIC HEIGHT  -        263.812 (meters)      865.52  (feet) COMP
 LA1563  MODELED GRAVITY -    980,090.5   (mgal)                       NAVD 88
 LA1563
 LA1563  VERT ORDER      -  SECOND    CLASS 0
 LA1563
 LA1563.The horizontal coordinates were scaled from a map and have
 LA1563.an estimated accuracy of +/- 6 seconds.
 LA1563
 LA1563.The orthometric height was determined by differential leveling and
 LA1563.adjusted by the NATIONAL GEODETIC SURVEY
 LA1563.in June 1991.
 LA1563
 LA1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1563.GEOID18 height accuracy estimate available here.
 LA1563
 LA1563.Click photographs - Photos may exist for this station.
 LA1563
 LA1563.The dynamic height is computed by dividing the NAVD 88
 LA1563.geopotential number by the normal gravity value computed on the
 LA1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1563.degrees latitude (g = 980.6199 gals.).
 LA1563
 LA1563.The modeled gravity was interpolated from observed gravity values.
 LA1563
 LA1563;                    North         East    Units  Estimated Accuracy
 LA1563;SPC IN E     -   567,840.       73,790.      MT  (+/- 180 meters Scaled)
 LA1563
 LA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870685(NAD 83)
 LA1563
 LA1563                          SUPERSEDED SURVEY CONTROL
 LA1563
 LA1563  NGVD 29 (??/??/92)  264.076  (m)          866.39   (f) ADJ UNCH    2 0
 LA1563
 LA1563.Superseded values are not recommended for survey control.
 LA1563
 LA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1563.See file dsdata.pdf to determine how the superseded data were derived.
 LA1563
 LA1563_MARKER: DB = BENCH MARK DISK
 LA1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1563_STAMPING: S 208 1946
 LA1563_MARK LOGO: CGS
 LA1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1563+STABILITY: SURFACE MOTION
 LA1563
 LA1563  HISTORY     - Date     Condition        Report By
 LA1563  HISTORY     - 1946     MONUMENTED       CGS
 LA1563
 LA1563                          STATION DESCRIPTION
 LA1563
 LA1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1563'1 MI W FROM WINDFALL.
 LA1563'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 LA1563'WINDFALL, AT A NORTH-SOUTH GRAVEL CROSS ROAD, 144 FEET SOUTH-SOUTHEAST
 LA1563'OF THE SOUTHEAST CORNER OF A WHITE FARM HOUSE ON THE WEST SIDE
 LA1563'OF THE NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE
 LA1563'EAST-WEST ROAD, 15 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1563'ROAD, 12.5 FEET NORTH OF A FENCE CORNER POST, 3.5 FEET SOUTH OF A
 LA1563'TELEPHONE POLE, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE
 LA1563'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1468 ***********************************************************************
 LA1468  DESIGNATION -  S 209
 LA1468  PID         -  LA1468
 LA1468  STATE/COUNTY-  IN/HAMILTON
 LA1468  COUNTRY     -  US
 LA1468  USGS QUAD   -  OMEGA (2019)
 LA1468
 LA1468                         *CURRENT SURVEY CONTROL
 LA1468  ______________________________________________________________________
 LA1468* NAD 83(1986) POSITION- 40 07 43.78   (N) 085 59 40.17   (W)   HD_HELD1
 LA1468* NAVD 88 ORTHO HEIGHT -   251.619 (meters)      825.52  (feet) ADJUSTED
 LA1468  ______________________________________________________________________
 LA1468  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LA1468  DYNAMIC HEIGHT  -        251.484 (meters)      825.08  (feet) COMP
 LA1468  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LA1468
 LA1468  VERT ORDER      -  SECOND    CLASS 0
 LA1468
 LA1468.The horizontal coordinates were determined by differentially corrected
 LA1468.hand held GPS observations or other comparable positioning techniques
 LA1468.and have an estimated accuracy of +/- 3 meters.
 LA1468
 LA1468.The orthometric height was determined by differential leveling and
 LA1468.adjusted by the NATIONAL GEODETIC SURVEY
 LA1468.in June 1991.
 LA1468
 LA1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1468.GEOID18 height accuracy estimate available here.
 LA1468
 LA1468.Click photographs - Photos may exist for this station.
 LA1468
 LA1468.The dynamic height is computed by dividing the NAVD 88
 LA1468.geopotential number by the normal gravity value computed on the
 LA1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1468.degrees latitude (g = 980.6199 gals.).
 LA1468
 LA1468.The modeled gravity was interpolated from observed gravity values.
 LA1468
 LA1468;                    North         East    Units  Estimated Accuracy
 LA1468;SPC IN E     -   541,873.2      72,059.3     MT  (+/- 3 meters HH1 GPS) 
 LA1468
 LA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8566942540(NAD 83)
 LA1468
 LA1468                          SUPERSEDED SURVEY CONTROL
 LA1468
 LA1468  NGVD 29 (??/??/92)  251.746  (m)          825.94   (f) ADJ UNCH    2 0
 LA1468
 LA1468.Superseded values are not recommended for survey control.
 LA1468
 LA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1468.See file dsdata.pdf to determine how the superseded data were derived.
 LA1468
 LA1468_MARKER: DB = BENCH MARK DISK
 LA1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1468_STAMPING: S 209 1946
 LA1468_MARK LOGO: CGS
 LA1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1468+STABILITY: SURFACE MOTION
 LA1468
 LA1468  HISTORY     - Date     Condition        Report By
 LA1468  HISTORY     - 1946     MONUMENTED       CGS
 LA1468  HISTORY     - 20220927 MARK NOT FOUND   IN-057
 LA1468
 LA1468                          STATION DESCRIPTION
 LA1468
 LA1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1468'1.4 MI E FROM CICERO.
 LA1468'ABOUT 1.35 MILES EAST ALONG A BLACK TOP ROAD LEADING TO
 LA1468'STRAWTOWN FROM THE HAMILTON COUNTY STATE BANK AT CICERO, ABOUT
 LA1468'0.2 MILE EAST OF A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS
 LA1468'EXTENDING EAST AND NORTH, AT THE JUNCTION OF A GRAVEL ROAD
 LA1468'LEADING SOUTH, 16 FEET NORTH OF THE CENTER LINE OF THE BLACK
 LA1468'TOP ROAD, 14 FEET WEST OF POWER POLE NO. 57/428, 3.5 FEET
 LA1468'SOUTHWEST OF A GAS LINE R.O.W. MARKER, 1.5 FEET SOUTH OF A T
 LA1468'FENCE CORNER POST IN THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT
 LA1468'IN LINE WITH THE ROAD LEADING SOUTH.  SET IN THE TOP OF A
 LA1468'CONCRETE POST PROJECTING 6 INCHES.
 LA1468
 LA1468                          STATION RECOVERY (2022)
 LA1468
 LA1468'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LA1468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0330 ***********************************************************************
 MD0330  DESIGNATION -  S 21
 MD0330  PID         -  MD0330
 MD0330  STATE/COUNTY-  IN/DE KALB
 MD0330  COUNTRY     -  US
 MD0330  USGS QUAD   -  BUTLER WEST (2019)
 MD0330
 MD0330                         *CURRENT SURVEY CONTROL
 MD0330  ______________________________________________________________________
 MD0330* NAD 83(1986) POSITION- 41 25 41.     (N) 084 55 41.     (W)   SCALED
 MD0330* NAVD 88 ORTHO HEIGHT -   270.945 (meters)      888.93  (feet) ADJUSTED
 MD0330  ______________________________________________________________________
 MD0330  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 MD0330  DYNAMIC HEIGHT  -        270.839 (meters)      888.58  (feet) COMP
 MD0330  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 MD0330
 MD0330  VERT ORDER      -  SECOND    CLASS 0
 MD0330
 MD0330.The horizontal coordinates were scaled from a map and have
 MD0330.an estimated accuracy of +/- 6 seconds.
 MD0330
 MD0330.The orthometric height was determined by differential leveling and
 MD0330.adjusted by the NATIONAL GEODETIC SURVEY
 MD0330.in June 1991.
 MD0330
 MD0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0330.GEOID18 height accuracy estimate available here.
 MD0330
 MD0330.Click photographs - Photos may exist for this station.
 MD0330
 MD0330.The dynamic height is computed by dividing the NAVD 88
 MD0330.geopotential number by the normal gravity value computed on the
 MD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0330.degrees latitude (g = 980.6199 gals.).
 MD0330
 MD0330.The modeled gravity was interpolated from observed gravity values.
 MD0330
 MD0330;                    North         East    Units  Estimated Accuracy
 MD0330;SPC IN E     -   686,360.      161,740.      MT  (+/- 180 meters Scaled)
 MD0330
 MD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL731883(NAD 83)
 MD0330
 MD0330                          SUPERSEDED SURVEY CONTROL
 MD0330
 MD0330  NGVD 29 (??/??/92)  271.092  (m)          889.41   (f) ADJ UNCH    2 0
 MD0330
 MD0330.Superseded values are not recommended for survey control.
 MD0330
 MD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0330.See file dsdata.pdf to determine how the superseded data were derived.
 MD0330
 MD0330_MARKER: DB = BENCH MARK DISK
 MD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0330_STAMPING: S 21 1934
 MD0330_MARK LOGO: CGS
 MD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0330+STABILITY: SURFACE MOTION
 MD0330
 MD0330  HISTORY     - Date     Condition        Report By
 MD0330  HISTORY     - 1934     MONUMENTED       CGS
 MD0330  HISTORY     - 1962     GOOD             CGS
 MD0330
 MD0330                          STATION DESCRIPTION
 MD0330
 MD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0330'3 MI W FROM BUTLER.
 MD0330'ABOUT 3.0 MILES W ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0330'WITH NO. 1 INDIANA HWY. IN THE HEART OF BUTLER, 86 FEET ENE OF
 MD0330'THE CENTER OF THE 4- BY 4-FOOT CONCRETE FOUNDATION OF OLD
 MD0330'REMOVED SEMAPHORE SIGNAL OF THE NEW YORK CENTRAL RAILROAD, 49
 MD0330'FEET S OF CENTER LINE OF THE HWY., ABOUT 50 YARDS W OF E END OF
 MD0330'LONG EASY HWY. CURVE, 40 FEET N OF N RAIL OF RAILROAD DOUBLE
 MD0330'TRACKS, 2.0 FEET LOWER THAN TOP OF SAME, 1.8 FEET E OF STEEL
 MD0330'WITNESS POST, AND PROJECTING 1.0 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0498 ***********************************************************************
 LB0498  DESIGNATION -  S 210
 LB0498  PID         -  LB0498
 LB0498  STATE/COUNTY-  IN/CLINTON
 LB0498  COUNTRY     -  US
 LB0498  USGS QUAD   -  HILLISBURG (2019)
 LB0498
 LB0498                         *CURRENT SURVEY CONTROL
 LB0498  ______________________________________________________________________
 LB0498* NAD 83(1986) POSITION- 40 18 05.     (N) 086 15 20.     (W)   SCALED
 LB0498* NAVD 88 ORTHO HEIGHT -   278.372 (meters)      913.29  (feet) ADJUSTED
 LB0498  ______________________________________________________________________
 LB0498  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 LB0498  DYNAMIC HEIGHT  -        278.221 (meters)      912.80  (feet) COMP
 LB0498  MODELED GRAVITY -    980,076.1   (mgal)                       NAVD 88
 LB0498
 LB0498  VERT ORDER      -  SECOND    CLASS 0
 LB0498
 LB0498.The horizontal coordinates were scaled from a map and have
 LB0498.an estimated accuracy of +/- 6 seconds.
 LB0498
 LB0498.The orthometric height was determined by differential leveling and
 LB0498.adjusted by the NATIONAL GEODETIC SURVEY
 LB0498.in June 1991.
 LB0498
 LB0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0498.GEOID18 height accuracy estimate available here.
 LB0498
 LB0498.Click photographs - Photos may exist for this station.
 LB0498
 LB0498.The dynamic height is computed by dividing the NAVD 88
 LB0498.geopotential number by the normal gravity value computed on the
 LB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0498.degrees latitude (g = 980.6199 gals.).
 LB0498
 LB0498.The modeled gravity was interpolated from observed gravity values.
 LB0498
 LB0498;                    North         East    Units  Estimated Accuracy
 LB0498;SPC IN W     -   561,310.      970,370.      MT  (+/- 180 meters Scaled)
 LB0498
 LB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK632614(NAD 83)
 LB0498
 LB0498                          SUPERSEDED SURVEY CONTROL
 LB0498
 LB0498  NGVD 29 (??/??/92)  278.481  (m)          913.65   (f) ADJ UNCH    2 0
 LB0498
 LB0498.Superseded values are not recommended for survey control.
 LB0498
 LB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0498.See file dsdata.pdf to determine how the superseded data were derived.
 LB0498
 LB0498_MARKER: DB = BENCH MARK DISK
 LB0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0498_SP_SET: BRIDGE WINGWALL
 LB0498_STAMPING: S 210 1946
 LB0498_MARK LOGO: CGS
 LB0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0498
 LB0498  HISTORY     - Date     Condition        Report By
 LB0498  HISTORY     - 1946     MONUMENTED       CGS
 LB0498
 LB0498                          STATION DESCRIPTION
 LB0498
 LB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0498'2.6 MI NW FROM KEMPTON.
 LB0498'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0498'AT KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0498'THENCE ABOUT 1.55 MILES WEST ALONG A GRAVEL ROAD, 0.35 MILE
 LB0498'EAST OF A T ROAD LEADING SOUTH, ABOUT 0.15 MILE WEST OF A T ROAD
 LB0498'LEADING NORTH, SET IN THE TOP OF THE SOUTH END OF THE NORTHWEST
 LB0498'WING WALL OF A 12 FOOT CONCRETE ARCH BRIDGE OVER A CREEK, 70
 LB0498'FEET WEST OF THE CENTER LINE OF THE ENTRANCE TO THE DALLAS
 LB0498'WARNER FARM, 11 FEET NORTH OF AND ABOUT 1.5 FEET BELOW THE CENTER
 LB0498'LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0360 ***********************************************************************
 LB0360  DESIGNATION -  S 211
 LB0360  PID         -  LB0360
 LB0360  STATE/COUNTY-  IN/TIPTON
 LB0360  COUNTRY     -  US
 LB0360  USGS QUAD   -  KEMPTON (2019)
 LB0360
 LB0360                         *CURRENT SURVEY CONTROL
 LB0360  ______________________________________________________________________
 LB0360* NAD 83(1986) POSITION- 40 18 07.     (N) 086 07 37.     (W)   SCALED
 LB0360* NAVD 88 ORTHO HEIGHT -   274.057 (meters)      899.14  (feet) ADJUSTED
 LB0360  ______________________________________________________________________
 LB0360  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 LB0360  DYNAMIC HEIGHT  -        273.908 (meters)      898.65  (feet) COMP
 LB0360  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LB0360
 LB0360  VERT ORDER      -  SECOND    CLASS 0
 LB0360
 LB0360.The horizontal coordinates were scaled from a map and have
 LB0360.an estimated accuracy of +/- 6 seconds.
 LB0360
 LB0360.The orthometric height was determined by differential leveling and
 LB0360.adjusted by the NATIONAL GEODETIC SURVEY
 LB0360.in June 1991.
 LB0360
 LB0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0360.GEOID18 height accuracy estimate available here.
 LB0360
 LB0360.Click photographs - Photos may exist for this station.
 LB0360
 LB0360.The dynamic height is computed by dividing the NAVD 88
 LB0360.geopotential number by the normal gravity value computed on the
 LB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0360.degrees latitude (g = 980.6199 gals.).
 LB0360
 LB0360.The modeled gravity was interpolated from observed gravity values.
 LB0360
 LB0360;                    North         East    Units  Estimated Accuracy
 LB0360;SPC IN E     -   561,150.       60,870.      MT  (+/- 180 meters Scaled)
 LB0360
 LB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741616(NAD 83)
 LB0360
 LB0360                          SUPERSEDED SURVEY CONTROL
 LB0360
 LB0360  NGVD 29 (??/??/92)  274.17   (m)          899.5    (f) COMPUTED    2 0
 LB0360
 LB0360.Superseded values are not recommended for survey control.
 LB0360
 LB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0360.See file dsdata.pdf to determine how the superseded data were derived.
 LB0360
 LB0360_MARKER: DB = BENCH MARK DISK
 LB0360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0360_SP_SET: CULVERT HEADWALL
 LB0360_STAMPING: S 211 1946
 LB0360_MARK LOGO: CGS
 LB0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0360+STABILITY: SURFACE MOTION
 LB0360
 LB0360  HISTORY     - Date     Condition        Report By
 LB0360  HISTORY     - 1946     MONUMENTED       CGS
 LB0360
 LB0360                          STATION DESCRIPTION
 LB0360
 LB0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0360'5.9 MI N FROM EAST UNION.
 LB0360'ABOUT 5.9 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0360'CHRISTIAN CHURCH AT EAST UNION, ABOUT 1.05 MILES SOUTH OF THE
 LB0360'HOPEWELL METHODIST CHURCH, ABOUT 100 YARDS SOUTH OF A CROSS ROAD,
 LB0360'(BLACK TOP WEST AND GRAVEL EAST), 0.1 MILE SOUTH OF THE PATTERSON
 LB0360'FARM, SET IN THE TOP OF THE WEST HEAD WALL OF A 2 FOOT CONCRETE
 LB0360'CULVERT, 14 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 LB0360'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0362 ***********************************************************************
 LB0362  DESIGNATION -  S 211 RESET
 LB0362  PID         -  LB0362
 LB0362  STATE/COUNTY-  IN/TIPTON
 LB0362  COUNTRY     -  US
 LB0362  USGS QUAD   -  KEMPTON (2019)
 LB0362
 LB0362                         *CURRENT SURVEY CONTROL
 LB0362  ______________________________________________________________________
 LB0362* NAD 83(1986) POSITION- 40 18 07.     (N) 086 07 37.     (W)   SCALED
 LB0362* NAVD 88 ORTHO HEIGHT -   274.16  (meters)      899.5   (feet) RESET
 LB0362  ______________________________________________________________________
 LB0362  GEOID HEIGHT    -        -34.378 (meters)                     GEOID18
 LB0362  VERT ORDER      -  THIRD
 LB0362
 LB0362.The horizontal coordinates were scaled from a map and have
 LB0362.an estimated accuracy of +/- 6 seconds.
 LB0362
 LB0362.The orthometric height was computed from unverified reset data.
 LB0362
 LB0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0362.GEOID18 height accuracy estimate available here.
 LB0362
 LB0362.Click photographs - Photos may exist for this station.
 LB0362
 LB0362;                    North         East    Units  Estimated Accuracy
 LB0362;SPC IN E     -   561,150.       60,870.      MT  (+/- 180 meters Scaled)
 LB0362
 LB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741616(NAD 83)
 LB0362
 LB0362                          SUPERSEDED SURVEY CONTROL
 LB0362
 LB0362.No superseded survey control is available for this station.
 LB0362
 LB0362_MARKER: DB = BENCH MARK DISK
 LB0362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0362_SP_SET: CULVERT HEADWALL
 LB0362_STAMPING: S 211 RESET 1960
 LB0362_MARK LOGO: CGS
 LB0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0362+STABILITY: SURFACE MOTION
 LB0362
 LB0362  HISTORY     - Date     Condition        Report By
 LB0362  HISTORY     - 1960     MONUMENTED       INHD
 LB0362
 LB0362                          STATION DESCRIPTION
 LB0362
 LB0362'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 LB0362'5.9 MI N FROM EAST UNION.
 LB0362'THIS MARK IS LOCATED 5.9 MILES NORTH ALONG U.S. HIGHWAY 31 FROM
 LB0362'THE EAST UNION CHRISTIAN CHURCH AT EAST UNION, ABOUT 1 MILE SOUTH
 LB0362'OF THE HOPEWILL METHODIST CHURCH, 0.1 MILE SOUTH OF THE PATTERSON
 LB0362'FARM, 100 YARDS SOUTH OF A BLACK-TOP ROAD INTERSECTION, AT A
 LB0362'CULVERT, IN THE TOP OF THE WEST HEADWALL AND 28 FEET WEST OF
 LB0362'THE CENTERLINE OF THE SOUTHBOUND LANE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0986 ***********************************************************************
 LA0986  DESIGNATION -  S 213
 LA0986  PID         -  LA0986
 LA0986  STATE/COUNTY-  IN/WELLS
 LA0986  COUNTRY     -  US
 LA0986  USGS QUAD   -  BLUFFTON (2019)
 LA0986
 LA0986                         *CURRENT SURVEY CONTROL
 LA0986  ______________________________________________________________________
 LA0986* NAD 83(1986) POSITION- 40 44 32.     (N) 085 14 29.     (W)   SCALED
 LA0986* NAVD 88 ORTHO HEIGHT -   251.731 (meters)      825.89  (feet) ADJUSTED
 LA0986  ______________________________________________________________________
 LA0986  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LA0986  DYNAMIC HEIGHT  -        251.610 (meters)      825.49  (feet) COMP
 LA0986  MODELED GRAVITY -    980,137.1   (mgal)                       NAVD 88
 LA0986
 LA0986  VERT ORDER      -  SECOND    CLASS 0
 LA0986
 LA0986.The horizontal coordinates were scaled from a map and have
 LA0986.an estimated accuracy of +/- 6 seconds.
 LA0986
 LA0986.The orthometric height was determined by differential leveling and
 LA0986.adjusted by the NATIONAL GEODETIC SURVEY
 LA0986.in June 1991.
 LA0986
 LA0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0986.GEOID18 height accuracy estimate available here.
 LA0986
 LA0986.Click photographs - Photos may exist for this station.
 LA0986
 LA0986.The dynamic height is computed by dividing the NAVD 88
 LA0986.geopotential number by the normal gravity value computed on the
 LA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0986.degrees latitude (g = 980.6199 gals.).
 LA0986
 LA0986.The modeled gravity was interpolated from observed gravity values.
 LA0986
 LA0986;                    North         East    Units  Estimated Accuracy
 LA0986;SPC IN E     -   610,020.      135,920.      MT  (+/- 180 meters Scaled)
 LA0986
 LA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL484116(NAD 83)
 LA0986
 LA0986                          SUPERSEDED SURVEY CONTROL
 LA0986
 LA0986  NGVD 29 (??/??/92)  251.870  (m)          826.34   (f) ADJ UNCH    2 0
 LA0986
 LA0986.Superseded values are not recommended for survey control.
 LA0986
 LA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0986.See file dsdata.pdf to determine how the superseded data were derived.
 LA0986
 LA0986_MARKER: DB = BENCH MARK DISK
 LA0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0986_SP_SET: BRIDGE
 LA0986_STAMPING: S 213 1947
 LA0986_MARK LOGO: CGS
 LA0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0986
 LA0986  HISTORY     - Date     Condition        Report By
 LA0986  HISTORY     - 1947     MONUMENTED       CGS
 LA0986  HISTORY     - 1968     GOOD             CGS
 LA0986  HISTORY     - 1982     GOOD             NGS
 LA0986
 LA0986                          STATION DESCRIPTION
 LA0986
 LA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0986'4 MI W FROM BLUFFTON.
 LA0986'3.95 MILES WEST ALONG S.R. 124 FROM THE COURT HOUSE AT BLUFFTON
 LA0986'SET IN THE TOP OF THE EAST END OF THE SOUTHWEST WINGWALL OF A 10 FT.
 LA0986'CONC. BRIDGE OVER A DITCH, 22 FT. SOUTH OF THE C/L OF THE HIGHWAY,
 LA0986'38 FT. EAST OF THE PROLONGED C/L OF A GRAVEL ROAD LEADING NORTH,
 LA0986'42 FT. WEST OF THE C/L OF A ROAD LEADING SOUTH AND ABOUT LEVEL
 LA0986'WITH THE HIGHWAY.
 LA0986
 LA0986                          STATION RECOVERY (1982)
 LA0986
 LA0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LA0986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1986 ***********************************************************************
 LA1986  DESIGNATION -  S 213 RESET
 LA1986  PID         -  LA1986
 LA1986  STATE/COUNTY-  IN/WELLS
 LA1986  COUNTRY     -  US
 LA1986  USGS QUAD   -  BLUFFTON (2019)
 LA1986
 LA1986                         *CURRENT SURVEY CONTROL
 LA1986  ______________________________________________________________________
 LA1986* NAD 83(1986) POSITION- 40 44 32.     (N) 085 14 29.     (W)   SCALED
 LA1986* NAVD 88 ORTHO HEIGHT -   251.63  (meters)      825.6   (feet) RESET
 LA1986  ______________________________________________________________________
 LA1986  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LA1986  VERT ORDER      -  THIRD
 LA1986
 LA1986.The horizontal coordinates were scaled from a map and have
 LA1986.an estimated accuracy of +/- 6 seconds.
 LA1986
 LA1986.The orthometric height was computed from unverified reset data.
 LA1986
 LA1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1986.GEOID18 height accuracy estimate available here.
 LA1986
 LA1986.Click photographs - Photos may exist for this station.
 LA1986
 LA1986;                    North         East    Units  Estimated Accuracy
 LA1986;SPC IN E     -   610,020.      135,920.      MT  (+/- 180 meters Scaled)
 LA1986
 LA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL484116(NAD 83)
 LA1986
 LA1986                          SUPERSEDED SURVEY CONTROL
 LA1986
 LA1986  NGVD 29 (08/22/16)  251.77   (m)          826.0    (f) RESET       3  
 LA1986
 LA1986.Superseded values are not recommended for survey control.
 LA1986
 LA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1986.See file dsdata.pdf to determine how the superseded data were derived.
 LA1986
 LA1986_MARKER: DV = VERTICAL CONTROL DISK
 LA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1986_STAMPING: S 213 RESET 1982
 LA1986_MARK LOGO: NGS
 LA1986_PROJECTION: FLUSH
 LA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1986+STABILITY: SURFACE MOTION
 LA1986
 LA1986  HISTORY     - Date     Condition        Report By
 LA1986  HISTORY     - 1982     MONUMENTED       NGS
 LA1986
 LA1986                          STATION DESCRIPTION
 LA1986
 LA1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LA1986'3.95 MI WEST FROM BLUFFTON.
 LA1986'3.95 MILES WEST ALONG STATE HIGHWAY 124 FROM THE COURTHOUSE IN
 LA1986'BLUFFTON, AT THE WEST SIDE AT A BRIDGE BY A UTILITY POLE ON THE
 LA1986'SOUTH SIDE OF HIGHWAY AND ON ROAD RIGHT-OF-WAY, 20.0 FEET SOUTH OF
 LA1986'THE APPROXIMATE CENTER OF HIGHWAY 124, AND 1.6 FEET EAST OF THE
 LA1986'UTILITY POLE.
 LA1986'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0918 ***********************************************************************
 LA0918  DESIGNATION -  S 214
 LA0918  PID         -  LA0918
 LA0918  STATE/COUNTY-  IN/BLACKFORD
 LA0918  COUNTRY     -  US
 LA0918  USGS QUAD   -  MONTPELIER (2019)
 LA0918
 LA0918                         *CURRENT SURVEY CONTROL
 LA0918  ______________________________________________________________________
 LA0918* NAD 83(1986) POSITION- 40 34 01.     (N) 085 22 17.     (W)   SCALED
 LA0918* NAVD 88 ORTHO HEIGHT -   264.715 (meters)      868.49  (feet) ADJUSTED
 LA0918  ______________________________________________________________________
 LA0918  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 LA0918  DYNAMIC HEIGHT  -        264.581 (meters)      868.05  (feet) COMP
 LA0918  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 LA0918
 LA0918  VERT ORDER      -  SECOND    CLASS 0
 LA0918
 LA0918.The horizontal coordinates were scaled from a map and have
 LA0918.an estimated accuracy of +/- 6 seconds.
 LA0918
 LA0918.The orthometric height was determined by differential leveling and
 LA0918.adjusted by the NATIONAL GEODETIC SURVEY
 LA0918.in June 1991.
 LA0918
 LA0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0918.GEOID18 height accuracy estimate available here.
 LA0918
 LA0918.Click photographs - Photos may exist for this station.
 LA0918
 LA0918.The dynamic height is computed by dividing the NAVD 88
 LA0918.geopotential number by the normal gravity value computed on the
 LA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0918.degrees latitude (g = 980.6199 gals.).
 LA0918
 LA0918.The modeled gravity was interpolated from observed gravity values.
 LA0918
 LA0918;                    North         East    Units  Estimated Accuracy
 LA0918;SPC IN E     -   590,510.      125,000.      MT  (+/- 180 meters Scaled)
 LA0918
 LA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK378919(NAD 83)
 LA0918
 LA0918                          SUPERSEDED SURVEY CONTROL
 LA0918
 LA0918  NGVD 29 (??/??/92)  264.848  (m)          868.92   (f) ADJ UNCH    2 0
 LA0918
 LA0918.Superseded values are not recommended for survey control.
 LA0918
 LA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0918.See file dsdata.pdf to determine how the superseded data were derived.
 LA0918
 LA0918_MARKER: DB = BENCH MARK DISK
 LA0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0918_STAMPING: S 214 1947
 LA0918_MARK LOGO: CGS
 LA0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0918+STABILITY: SURFACE MOTION
 LA0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0918+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 LA0918
 LA0918  HISTORY     - Date     Condition        Report By
 LA0918  HISTORY     - 1947     MONUMENTED       CGS
 LA0918  HISTORY     - 20140917 GOOD             INDNR
 LA0918
 LA0918                          STATION DESCRIPTION
 LA0918
 LA0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0918'7.7 MI N FROM HARTFORD CITY.
 LA0918'ABOUT 7.7 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA0918'AT HARTFORD CITY, ABOUT 1.05 MILES SOUTH OF THE ASHBUR METHODIST
 LA0918'CHURCH AND CEMETERY, AT THE WELLS-BLACKFORD COUNTY LINE
 LA0918'CROSSROAD, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 48
 LA0918'FEET SOUTH OF THE CENTER LINE OF THE CROSSROAD, 4.5 FEET SOUTH
 LA0918'OF AN 8-INCH IRON PIPE FENCE CORNER POST, 1 FOOT EAST OF THE
 LA0918'FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1.5
 LA0918'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0918'PROJECTING 5 INCHES.
 LA0918
 LA0918                          STATION RECOVERY (2014)
 LA0918
 LA0918'RECOVERY NOTE BY IN DEPT OF NAT RES 2014 (BC)
 LA0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0928 ***********************************************************************
 LA0928  DESIGNATION -  S 215
 LA0928  PID         -  LA0928
 LA0928  STATE/COUNTY-  IN/BLACKFORD
 LA0928  COUNTRY     -  US
 LA0928  USGS QUAD   -  PETROLEUM (2019)
 LA0928
 LA0928                         *CURRENT SURVEY CONTROL
 LA0928  ______________________________________________________________________
 LA0928* NAD 83(1986) POSITION- 40 33 07.     (N) 085 12 08.     (W)   SCALED
 LA0928* NAVD 88 ORTHO HEIGHT -   269.509 (meters)      884.21  (feet) ADJUSTED
 LA0928  ______________________________________________________________________
 LA0928  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 LA0928  DYNAMIC HEIGHT  -        269.374 (meters)      883.77  (feet) COMP
 LA0928  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 LA0928
 LA0928  VERT ORDER      -  SECOND    CLASS 0
 LA0928
 LA0928.The horizontal coordinates were scaled from a map and have
 LA0928.an estimated accuracy of +/- 6 seconds.
 LA0928
 LA0928.The orthometric height was determined by differential leveling and
 LA0928.adjusted by the NATIONAL GEODETIC SURVEY
 LA0928.in June 1991.
 LA0928
 LA0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0928.GEOID18 height accuracy estimate available here.
 LA0928
 LA0928.Click photographs - Photos may exist for this station.
 LA0928
 LA0928.The dynamic height is computed by dividing the NAVD 88
 LA0928.geopotential number by the normal gravity value computed on the
 LA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0928.degrees latitude (g = 980.6199 gals.).
 LA0928
 LA0928.The modeled gravity was interpolated from observed gravity values.
 LA0928
 LA0928;                    North         East    Units  Estimated Accuracy
 LA0928;SPC IN E     -   588,910.      139,340.      MT  (+/- 180 meters Scaled)
 LA0928
 LA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK522905(NAD 83)
 LA0928
 LA0928                          SUPERSEDED SURVEY CONTROL
 LA0928
 LA0928  NGVD 29 (??/??/92)  269.645  (m)          884.66   (f) ADJ UNCH    2 0
 LA0928
 LA0928.Superseded values are not recommended for survey control.
 LA0928
 LA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0928.See file dsdata.pdf to determine how the superseded data were derived.
 LA0928
 LA0928_MARKER: DB = BENCH MARK DISK
 LA0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0928_SP_SET: BRIDGE
 LA0928_STAMPING: S 215 1947
 LA0928_MARK LOGO: CGS
 LA0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0928
 LA0928  HISTORY     - Date     Condition        Report By
 LA0928  HISTORY     - 1947     MONUMENTED       CGS
 LA0928
 LA0928                          STATION DESCRIPTION
 LA0928
 LA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0928'4 MI E FROM MONTPELIER.
 LA0928'ABOUT 4.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 LA0928'AT MONTPELIER, ABOUT 2.75 MILES WEST OF THE INTERSECTION OF
 LA0928'STATE HIGHWAY 1 AT FIAT, JAY COUNTY, ABOUT 100 YARDS WEST OF THE
 LA0928'BLACKFORD-JAY-COUNTY LINE CROSSROAD, 113 FEET NORTHWEST OF THE
 LA0928'NORTHWEST CORNER OF THE BLACKFORD METHODIST CHURCH, SET IN
 LA0928'THE TOP OF THE NORTH END OF THE SOUTHWEST WING WALL OF A 15-FOOT
 LA0928'CONCRETE BRIDGE OVER A CREEK, 18 FEET SOUTH OF AND ABOUT 0.5
 LA0928'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2482 ***********************************************************************
 LA2482  DESIGNATION -  S 215 RESET
 LA2482  PID         -  LA2482
 LA2482  STATE/COUNTY-  IN/BLACKFORD
 LA2482  COUNTRY     -  US
 LA2482  USGS QUAD   -  PETROLEUM (2019)
 LA2482
 LA2482                         *CURRENT SURVEY CONTROL
 LA2482  ______________________________________________________________________
 LA2482* NAD 83(1986) POSITION- 40 33 07.99   (N) 085 12 04.96   (W)   HD_HELD1
 LA2482* NAVD 88 ORTHO HEIGHT -   269.21  (meters)      883.2   (feet) RESET
 LA2482  ______________________________________________________________________
 LA2482  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LA2482  VERT ORDER      -  THIRD
 LA2482
 LA2482.The horizontal coordinates were determined by differentially corrected
 LA2482.hand held GPS observations or other comparable positioning techniques
 LA2482.and have an estimated accuracy of +/- 3 meters.
 LA2482
 LA2482.The orthometric height was computed from unverified reset data.
 LA2482
 LA2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2482.GEOID18 height accuracy estimate available here.
 LA2482
 LA2482.Click photographs - Photos may exist for this station.
 LA2482
 LA2482;                    North         East    Units  Estimated Accuracy
 LA2482;SPC IN E     -   588,938.0     139,409.7     MT  (+/- 3 meters HH1 GPS) 
 LA2482
 LA2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5228990605(NAD 83)
 LA2482
 LA2482                          SUPERSEDED SURVEY CONTROL
 LA2482
 LA2482  NGVD 29 (08/22/16)  269.34   (m)          883.7    (f) RESET       3  
 LA2482
 LA2482.Superseded values are not recommended for survey control.
 LA2482
 LA2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2482.See file dsdata.pdf to determine how the superseded data were derived.
 LA2482
 LA2482_MARKER: DV = VERTICAL CONTROL DISK
 LA2482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA2482_SP_SET: HEADWALL
 LA2482_STAMPING: S 215 RESET 1985
 LA2482_MARK LOGO: NGS
 LA2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2482+STABILITY: SURFACE MOTION
 LA2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2482+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LA2482
 LA2482  HISTORY     - Date     Condition        Report By
 LA2482  HISTORY     - 1985     MONUMENTED       NGS
 LA2482  HISTORY     - 20190920 GOOD             INDIV
 LA2482
 LA2482                          STATION DESCRIPTION
 LA2482
 LA2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LA2482'IN MONTPELIER.
 LA2482'6.56 KM (4.10 MI) EAST ALONG STATE HIGHWAY 18 FROM THE MAIN STREET
 LA2482'INTERSECTION IN MONTPELIER AND JUST BEFORE CROSSING THE BLACKFORD -
 LA2482'JAY COUNTY LINE.  IT IS 10.973 M (36.0 FT) NORTH FROM THE CENTERLINE
 LA2482'OF HIGHWAY 18, 5.486 M (18.0 FT) WEST FROM THE CENTERLINE OF COUNTY
 LA2482'ROUTE 900 E, 0.610 M (2.0 FT) SOUTHWEST FROM A WITNESS POST AND STOP
 LA2482'SIGN AND 0.457 M (1.5 FT) EAST FROM THE ROUTES SIGN.
 LA2482'THE MARK IS 0.61 FT  SW FROM  A WITNESS POST
 LA2482'THE MARK IS 1.0 FT BELOW HIGHWAY 18.
 LA2482
 LA2482                          STATION RECOVERY (2019)
 LA2482
 LA2482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LA2482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1243 ***********************************************************************
 LA1243  DESIGNATION -  S 216
 LA1243  PID         -  LA1243
 LA1243  STATE/COUNTY-  IN/GRANT
 LA1243  COUNTRY     -  US
 LA1243  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1243
 LA1243                         *CURRENT SURVEY CONTROL
 LA1243  ______________________________________________________________________
 LA1243* NAD 83(1986) POSITION- 40 27 58.     (N) 085 29 38.     (W)   SCALED
 LA1243* NAVD 88 ORTHO HEIGHT -   279.945 (meters)      918.45  (feet) ADJUSTED
 LA1243  ______________________________________________________________________
 LA1243  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 LA1243  DYNAMIC HEIGHT  -        279.802 (meters)      917.98  (feet) COMP
 LA1243  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 LA1243
 LA1243  VERT ORDER      -  SECOND    CLASS 0
 LA1243
 LA1243.The horizontal coordinates were scaled from a map and have
 LA1243.an estimated accuracy of +/- 6 seconds.
 LA1243
 LA1243.The orthometric height was determined by differential leveling and
 LA1243.adjusted by the NATIONAL GEODETIC SURVEY
 LA1243.in June 1991.
 LA1243
 LA1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1243.GEOID18 height accuracy estimate available here.
 LA1243
 LA1243.Click photographs - Photos may exist for this station.
 LA1243
 LA1243.The dynamic height is computed by dividing the NAVD 88
 LA1243.geopotential number by the normal gravity value computed on the
 LA1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1243.degrees latitude (g = 980.6199 gals.).
 LA1243
 LA1243.The modeled gravity was interpolated from observed gravity values.
 LA1243
 LA1243;                    North         East    Units  Estimated Accuracy
 LA1243;SPC IN E     -   579,290.      114,650.      MT  (+/- 180 meters Scaled)
 LA1243
 LA1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK276805(NAD 83)
 LA1243
 LA1243                          SUPERSEDED SURVEY CONTROL
 LA1243
 LA1243  NGVD 29 (??/??/92)  280.077  (m)          918.89   (f) ADJ UNCH    2 0
 LA1243
 LA1243.Superseded values are not recommended for survey control.
 LA1243
 LA1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1243.See file dsdata.pdf to determine how the superseded data were derived.
 LA1243
 LA1243_MARKER: DB = BENCH MARK DISK
 LA1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1243_STAMPING: S 216 1947
 LA1243_MARK LOGO: CGS
 LA1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1243+STABILITY: SURFACE MOTION
 LA1243
 LA1243  HISTORY     - Date     Condition        Report By
 LA1243  HISTORY     - 1947     MONUMENTED       CGS
 LA1243  HISTORY     - 1962     GOOD             CGS
 LA1243  HISTORY     - 1983     POOR             USPSQD
 LA1243
 LA1243                          STATION DESCRIPTION
 LA1243
 LA1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1243'0.6 MI S FROM UPLAND.
 LA1243'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 221 FROM THE PENNSYLVANIA
 LA1243'RAILROAD STATION AT UPLAND, AT THE INTERSECTION OF BERRY
 LA1243'STREET, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 LA1243'SOUTH OF THE CENTER LINE OF BERRY STREET, 8 FEET EAST OF AN 8-INCH
 LA1243'IRON PIPE FENCE CORNER POST, 29 FEET WEST OF TELEPHONE POLE
 LA1243'NO. GR 7655, 1 FOOT NORTH OF THE FENCE LINE, 1 FOOT WEST OF A
 LA1243'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA1243'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- CONCRETE
 LA1243'SPALLED.
 LA1243
 LA1243                          STATION RECOVERY (1962)
 LA1243
 LA1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1243'RECOVERED IN GOOD CONDITION.
 LA1243
 LA1243                          STATION RECOVERY (1983)
 LA1243
 LA1243'RECOVERY NOTE BY US POWER SQUADRON 1983
 LA1243'BENCH MARK POST TILTED APPROX. 30 LOCATED IN RADIUS OF INTERSECTION.
 LA1243'IT IS A TRAFFIC HAZZARD, AND SHOULD BE RELOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1228 ***********************************************************************
 LA1228  DESIGNATION -  S 217
 LA1228  PID         -  LA1228
 LA1228  STATE/COUNTY-  IN/DELAWARE
 LA1228  COUNTRY     -  US
 LA1228  USGS QUAD   -  WHEELING (2019)
 LA1228
 LA1228                         *CURRENT SURVEY CONTROL
 LA1228  ______________________________________________________________________
 LA1228* NAD 83(1986) POSITION- 40 17 20.44   (N) 085 26 35.02   (W)   HD_HELD1
 LA1228* NAVD 88 ORTHO HEIGHT -   276.238 (meters)      906.29  (feet) ADJUSTED
 LA1228  ______________________________________________________________________
 LA1228  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 LA1228  DYNAMIC HEIGHT  -        276.094 (meters)      905.82  (feet) COMP
 LA1228  MODELED GRAVITY -    980,097.4   (mgal)                       NAVD 88
 LA1228
 LA1228  VERT ORDER      -  SECOND    CLASS 0
 LA1228
 LA1228.The horizontal coordinates were determined by differentially corrected
 LA1228.hand held GPS observations or other comparable positioning techniques
 LA1228.and have an estimated accuracy of +/- 3 meters.
 LA1228
 LA1228.The orthometric height was determined by differential leveling and
 LA1228.adjusted by the NATIONAL GEODETIC SURVEY
 LA1228.in June 1991.
 LA1228
 LA1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1228.GEOID18 height accuracy estimate available here.
 LA1228
 LA1228.Click photographs - Photos may exist for this station.
 LA1228
 LA1228.The dynamic height is computed by dividing the NAVD 88
 LA1228.geopotential number by the normal gravity value computed on the
 LA1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1228.degrees latitude (g = 980.6199 gals.).
 LA1228
 LA1228.The modeled gravity was interpolated from observed gravity values.
 LA1228
 LA1228;                    North         East    Units  Estimated Accuracy
 LA1228;SPC IN E     -   559,631.6     119,013.2     MT  (+/- 3 meters HH1 GPS) 
 LA1228
 LA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3234060998(NAD 83)
 LA1228
 LA1228                          SUPERSEDED SURVEY CONTROL
 LA1228
 LA1228  NGVD 29 (??/??/92)  276.375  (m)          906.74   (f) ADJ UNCH    2 0
 LA1228
 LA1228.Superseded values are not recommended for survey control.
 LA1228
 LA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1228.See file dsdata.pdf to determine how the superseded data were derived.
 LA1228
 LA1228_MARKER: DB = BENCH MARK DISK
 LA1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1228_STAMPING: S 217 1947
 LA1228_MARK LOGO: CGS
 LA1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1228+STABILITY: SURFACE MOTION
 LA1228
 LA1228  HISTORY     - Date     Condition        Report By
 LA1228  HISTORY     - 1947     MONUMENTED       CGS
 LA1228
 LA1228                          STATION DESCRIPTION
 LA1228
 LA1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1228'7.1 MI NW FROM MUNCIE.
 LA1228'ABOUT 7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1228'HOUSE AT MUNCIE, ABOUT 0.9 MILE NORTHWEST OF THE INTERSECTION OF
 LA1228'STATE HIGHWAY 28, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 LA1228'22 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 26 FEET WEST
 LA1228'OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A TELEPHONE
 LA1228'POLE, 3 FEET NORTH OF A FENCE CORNER, 1.5 FEET NORTHEAST OF THE
 LA1228'FENCE LINE, 2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1228'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1228'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1512 ***********************************************************************
 LA1512  DESIGNATION -  S 218
 LA1512  PID         -  LA1512
 LA1512  STATE/COUNTY-  IN/MADISON
 LA1512  COUNTRY     -  US
 LA1512  USGS QUAD   -  MIDDLETOWN (2019)
 LA1512
 LA1512                         *CURRENT SURVEY CONTROL
 LA1512  ______________________________________________________________________
 LA1512* NAD 83(1986) POSITION- 40 07 11.     (N) 085 34 33.     (W)   SCALED
 LA1512* NAVD 88 ORTHO HEIGHT -   265.138 (meters)      869.87  (feet) ADJUSTED
 LA1512  ______________________________________________________________________
 LA1512  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 LA1512  DYNAMIC HEIGHT  -        264.996 (meters)      869.41  (feet) COMP
 LA1512  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 LA1512
 LA1512  VERT ORDER      -  SECOND    CLASS 0
 LA1512
 LA1512.The horizontal coordinates were scaled from a map and have
 LA1512.an estimated accuracy of +/- 6 seconds.
 LA1512
 LA1512.The orthometric height was determined by differential leveling and
 LA1512.adjusted by the NATIONAL GEODETIC SURVEY
 LA1512.in June 1991.
 LA1512
 LA1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1512.GEOID18 height accuracy estimate available here.
 LA1512
 LA1512.Click photographs - Photos may exist for this station.
 LA1512
 LA1512.The dynamic height is computed by dividing the NAVD 88
 LA1512.geopotential number by the normal gravity value computed on the
 LA1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1512.degrees latitude (g = 980.6199 gals.).
 LA1512
 LA1512.The modeled gravity was interpolated from observed gravity values.
 LA1512
 LA1512;                    North         East    Units  Estimated Accuracy
 LA1512;SPC IN E     -   540,820.      107,740.      MT  (+/- 180 meters Scaled)
 LA1512
 LA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK213420(NAD 83)
 LA1512
 LA1512                          SUPERSEDED SURVEY CONTROL
 LA1512
 LA1512  NGVD 29 (??/??/92)  265.276  (m)          870.33   (f) ADJ UNCH    2 0
 LA1512
 LA1512.Superseded values are not recommended for survey control.
 LA1512
 LA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1512.See file dsdata.pdf to determine how the superseded data were derived.
 LA1512
 LA1512_MARKER: DB = BENCH MARK DISK
 LA1512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1512_SP_SET: ABUTMENT
 LA1512_STAMPING: S 218 1947
 LA1512_MARK LOGO: CGS
 LA1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1512
 LA1512  HISTORY     - Date     Condition        Report By
 LA1512  HISTORY     - 1947     MONUMENTED       CGS
 LA1512  HISTORY     - 19990220 GOOD             USPSQD
 LA1512
 LA1512                          STATION DESCRIPTION
 LA1512
 LA1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1512'1.5 MI NE FROM CHESTERFIELD.
 LA1512'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GRAMMAR
 LA1512'SCHOOL AT CHESTERFIELD, THENCE ABOUT 0.3 MILE NORTH ALONG THE
 LA1512'DELAWARE-MADISON COUNTY LINE ROAD, SET IN THE TOP OF THE WEST
 LA1512'END OF THE NORTH ABUTMENT OF CONCRETE DECK STEEL BRIDGE OVER
 LA1512'WEST FORK OF WHITE RIVER, 11 FEET WEST OF THE CENTER LINE OF THE
 LA1512'ROAD, 1.5 FEET WEST OF THE STEEL BEAM, 1 FOOT NORTH OF THE SOUTH
 LA1512'EDGE OF THE ABUTMENT, AND ABOUT 1.5 FEET BELOW THE ROAD.
 LA1512
 LA1512                          STATION RECOVERY (1999)
 LA1512
 LA1512'RECOVERY NOTE BY US POWER SQUADRON 1999
 LA1512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1173 ***********************************************************************
 LA1173  DESIGNATION -  S 219
 LA1173  PID         -  LA1173
 LA1173  STATE/COUNTY-  IN/DELAWARE
 LA1173  COUNTRY     -  US
 LA1173  USGS QUAD   -  MUNCIE EAST (2019)
 LA1173
 LA1173                         *CURRENT SURVEY CONTROL
 LA1173  ______________________________________________________________________
 LA1173* NAD 83(1986) POSITION- 40 14 55.     (N) 085 17 07.     (W)   SCALED
 LA1173* NAVD 88 ORTHO HEIGHT -   289.945 (meters)      951.26  (feet) ADJUSTED
 LA1173  ______________________________________________________________________
 LA1173  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 LA1173  DYNAMIC HEIGHT  -        289.792 (meters)      950.76  (feet) COMP
 LA1173  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 LA1173
 LA1173  VERT ORDER      -  SECOND    CLASS 0
 LA1173
 LA1173.The horizontal coordinates were scaled from a map and have
 LA1173.an estimated accuracy of +/- 6 seconds.
 LA1173
 LA1173.The orthometric height was determined by differential leveling and
 LA1173.adjusted by the NATIONAL GEODETIC SURVEY
 LA1173.in June 1991.
 LA1173
 LA1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1173.GEOID18 height accuracy estimate available here.
 LA1173
 LA1173.Click photographs - Photos may exist for this station.
 LA1173
 LA1173.The dynamic height is computed by dividing the NAVD 88
 LA1173.geopotential number by the normal gravity value computed on the
 LA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1173.degrees latitude (g = 980.6199 gals.).
 LA1173
 LA1173.The modeled gravity was interpolated from observed gravity values.
 LA1173
 LA1173;                    North         East    Units  Estimated Accuracy
 LA1173;SPC IN E     -   555,190.      132,450.      MT  (+/- 180 meters Scaled)
 LA1173
 LA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK458567(NAD 83)
 LA1173
 LA1173                          SUPERSEDED SURVEY CONTROL
 LA1173
 LA1173  NGVD 29 (??/??/92)  290.080  (m)          951.70   (f) ADJ UNCH    2 0
 LA1173
 LA1173.Superseded values are not recommended for survey control.
 LA1173
 LA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1173.See file dsdata.pdf to determine how the superseded data were derived.
 LA1173
 LA1173_MARKER: DB = BENCH MARK DISK
 LA1173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1173_SP_SET: CULVERT HEADWALL
 LA1173_STAMPING: S 219 1947
 LA1173_MARK LOGO: CGS
 LA1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1173+STABILITY: SURFACE MOTION
 LA1173
 LA1173  HISTORY     - Date     Condition        Report By
 LA1173  HISTORY     - 1947     MONUMENTED       CGS
 LA1173
 LA1173                          STATION DESCRIPTION
 LA1173
 LA1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1173'0.5 MI NE FROM DE SOTO.
 LA1173'ABOUT 0.5 MILE NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1173'LOUIS RAILROAD FROM THE STATION AT DE SOTO, AT AN EAST-WEST GRAVEL
 LA1173'ROAD CROSSING, SET IN THE TOP OF THE WEST END OF THE NORTH
 LA1173'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE GRAVEL
 LA1173'ROAD, 34.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12.5 FEET NORTH
 LA1173'OF THE CENTER LINE OF THE GRAVEL ROAD AND ABOUT 3.5 FEET BELOW
 LA1173'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0697 ***********************************************************************
 MD0697  DESIGNATION -  S 22
 MD0697  PID         -  MD0697
 MD0697  STATE/COUNTY-  IN/ALLEN
 MD0697  COUNTRY     -  US
 MD0697  USGS QUAD   -  HUNTERTOWN (2019)
 MD0697
 MD0697                         *CURRENT SURVEY CONTROL
 MD0697  ______________________________________________________________________
 MD0697* NAD 83(1986) POSITION- 41 14 10.8    (N) 085 08 55.0    (W)   HD_HELD2
 MD0697* NAVD 88 ORTHO HEIGHT -   254.346 (meters)      834.47  (feet) ADJUSTED
 MD0697  ______________________________________________________________________
 MD0697  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 MD0697  DYNAMIC HEIGHT  -        254.246 (meters)      834.14  (feet) COMP
 MD0697  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 MD0697
 MD0697  VERT ORDER      -  SECOND    CLASS 0
 MD0697
 MD0697.The horizontal coordinates were established by autonomous hand held GPS
 MD0697.observations and have an estimated accuracy of +/- 10 meters.
 MD0697
 MD0697.The orthometric height was determined by differential leveling and
 MD0697.adjusted by the NATIONAL GEODETIC SURVEY
 MD0697.in June 1991.
 MD0697
 MD0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0697.GEOID18 height accuracy estimate available here.
 MD0697
 MD0697.Click photographs - Photos may exist for this station.
 MD0697
 MD0697.The dynamic height is computed by dividing the NAVD 88
 MD0697.geopotential number by the normal gravity value computed on the
 MD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0697.degrees latitude (g = 980.6199 gals.).
 MD0697
 MD0697.The modeled gravity was interpolated from observed gravity values.
 MD0697
 MD0697;                    North         East    Units  Estimated Accuracy
 MD0697;SPC IN E     -   664,933.      143,429.      MT  (+/- 10 meters HH2 GPS)
 MD0697
 MD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5515066645(NAD 83)
 MD0697
 MD0697                          SUPERSEDED SURVEY CONTROL
 MD0697
 MD0697  NGVD 29 (??/??/92)  254.497  (m)          834.96   (f) ADJ UNCH    2 0
 MD0697
 MD0697.Superseded values are not recommended for survey control.
 MD0697
 MD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0697.See file dsdata.pdf to determine how the superseded data were derived.
 MD0697
 MD0697_MARKER: DB = BENCH MARK DISK
 MD0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0697_STAMPING: S 22 1934
 MD0697_MARK LOGO: CGS
 MD0697_PROJECTION: PROJECTING 15 CENTIMETERS
 MD0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0697+STABILITY: SURFACE MOTION
 MD0697
 MD0697  HISTORY     - Date     Condition        Report By
 MD0697  HISTORY     - 1934     MONUMENTED       CGS
 MD0697  HISTORY     - 1961     GOOD             CGS
 MD0697  HISTORY     - 20180205 GOOD             INDOT
 MD0697
 MD0697                          STATION DESCRIPTION
 MD0697
 MD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0697'1.2 MI E FROM HUNTERTOWN.
 MD0697'ABOUT 1-1/4 MILES E AND 1/4 MILE N OF THE CENTER OF HUNTERTOWN,
 MD0697'AT THE JUNCTION OF THE FORT WAYNE BRANCH OF THE NEW YORK CENTRAL
 MD0697'RAILROAD AND KELL AND CEDAR CANYON ROADS (LAST-NAMED IS ON OLD
 MD0697'MAPS AS CEMETERY DRIVE), 167 FEET N OF CENTER LINE OF THE E-W
 MD0697'ROAD, 43 FEET E OF CENTER LINE OF OTHER ROAD, 18 FEET W OF
 MD0697'W RAIL, 1.8 FEET LOWER THAN TOP OF SAME, AND PROJECTING 0.7 FOOT
 MD0697'ABOVE GROUND.
 MD0697
 MD0697                          STATION RECOVERY (2018)
 MD0697
 MD0697'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0697'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF FORT WAYNE, 7.0 MI
 MD0697'(11.3 KM) WEST-NORTHWEST OF CEDARVILLE AND 1.4 MI (2.3 KM)
 MD0697'EAST-NORTHEAST OF HUNTERTOWN.
 MD0697'
 MD0697'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 AND STATE ROAD 3,
 MD0697'TRAVEL NORTH ON STATE ROAD 3 FOR 7.4 MI (11.9 KM) TO CEDAR CANYONS
 MD0697'ROAD.  TURN RIGHT (NORTHEAST) AND TRAVEL 1 MI (1.6 KM) TO THE MONUMENT
 MD0697'ON THE LEFT (NORTH) SIDE OF THE ROAD.  THE MONUMENT IS LOCATED
 MD0697'NORTHEAST OF THE INTERSECTION OF SAID CEDAR CANYONS ROAD WITH KELL
 MD0697'ROAD.
 MD0697'
 MD0697'THE HISTORIC MONUMENT LOCATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7858 ***********************************************************************
 DR7858  DESIGNATION -  S 22 RESET
 DR7858  PID         -  DR7858
 DR7858  STATE/COUNTY-  IN/ALLEN
 DR7858  COUNTRY     -  US
 DR7858  USGS QUAD   -  HUNTERTOWN (2019)
 DR7858
 DR7858                         *CURRENT SURVEY CONTROL
 DR7858  ______________________________________________________________________
 DR7858* NAD 83(2011) POSITION- 41 14 01.97780(N) 085 09 59.24386(W)   ADJUSTED
 DR7858* NAD 83(2011) ELLIP HT-   221.753 (meters)        (09/21/23)   ADJUSTED
 DR7858* NAD 83(2011) EPOCH   -  2010.00
 DR7858* NAVD 88 ORTHO HEIGHT -   254.67  (meters)      835.5   (feet) RESET
 DR7858  ______________________________________________________________________
 DR7858  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 DR7858  NAD 83(2011) X  -    404,763.697 (meters)                     COMP
 DR7858  NAD 83(2011) Y  - -4,786,593.944 (meters)                     COMP
 DR7858  NAD 83(2011) Z  -  4,182,137.448 (meters)                     COMP
 DR7858  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 DR7858  VERT ORDER      -  THIRD
 DR7858
 DR7858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7858  Standards:
 DR7858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7858  -------------------------------------------------------------------
 DR7858  NETWORK    0.44   0.82           0.19   0.17   0.42      0.01760879
 DR7858  -------------------------------------------------------------------
 DR7858  Click here for local accuracies and other accuracy information.
 DR7858
 DR7858.The horizontal coordinates were established by GPS observations
 DR7858.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7858
 DR7858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7858.been affixed to the stable North American tectonic plate. See 
 DR7858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7858
 DR7858.The horizontal coordinates are valid at the epoch date displayed above
 DR7858.which is a decimal equivalence of Year/Month/Day.
 DR7858
 DR7858.The orthometric height was computed from unverified reset data.
 DR7858
 DR7858.No vertical observational check was made to the station.
 DR7858
 DR7858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7858.GEOID18 height accuracy estimate available here.
 DR7858
 DR7858.Click photographs - Photos may exist for this station.
 DR7858
 DR7858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7858
 DR7858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7858
 DR7858.The ellipsoidal height was determined by GPS observations
 DR7858.and is referenced to NAD 83.
 DR7858
 DR7858. The following values were computed from the NAD 83(2011) position.
 DR7858
 DR7858;                    North         East     Units Scale Factor Converg.
 DR7858;SPC IN E     -   664,652.107   141,934.819   MT  0.99998830   +0 19 47.0
 DR7858;SPC IN E     - 2,180,612.79    465,664.49   sFT  0.99998830   +0 19 47.0
 DR7858;UTM  16      - 4,566,341.688   653,660.914   MT  0.99989060   +1 12 31.6
 DR7858
 DR7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7858!SPC IN E     -   0.99996522  x   0.99998830  =   0.99995352
 DR7858!UTM  16      -   0.99996522  x   0.99989060  =   0.99985582
 DR7858
 DR7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5366066341(NAD 83)
 DR7858
 DR7858                          SUPERSEDED SURVEY CONTROL
 DR7858
 DR7858.No superseded survey control is available for this station.
 DR7858
 DR7858_MARKER: DB = BENCH MARK DISK
 DR7858_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7858_SP_SET: SPILLWAY FOUNDATION
 DR7858_STAMPING: S 22 RESET 2018
 DR7858_MARK LOGO: INDOT
 DR7858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7858+STABILITY: SURFACE MOTION
 DR7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7858+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 DR7858
 DR7858  HISTORY     - Date     Condition        Report By
 DR7858  HISTORY     - 20180315 MONUMENTED       INDOT
 DR7858
 DR7858                          STATION DESCRIPTION
 DR7858
 DR7858'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (MAS)
 DR7858'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF FORT
 DR7858'WAYNE, 5.0 MI (8.0 KM) WEST OF CEDAR SHORES AND IN THE TOWN OF
 DR7858'HUNTERTOWN.  SET ON THE PROPERTY OF THE HUNTERTOWN UNITED METHODIST
 DR7858'CHURCH (16021 LIMA ROAD).
 DR7858'
 DR7858'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 AND STATE ROAD 3,
 DR7858'TRAVEL NORTH ON STATE ROAD 3 FOR 7.4 MI (11.9 KM) TO WEST CEDAR
 DR7858'CANYONS ROAD.  TURN RIGHT (NORTHEAST) AND TRAVEL 0.11 MI (0.18 KM) TO
 DR7858'THE DRIVE ENTRANCE TO SAID HUNTERTOWN UNITED METHODIST CHURCH.  TURN
 DR7858'RIGHT (SOUTH) AND TRAVEL 400 FT (121.9 M) ALONG SAID DRIVE TO THE
 DR7858'MONUMENT ON THE RIGHT (WEST) SIDE OF THE PARKING LOT.  THE MONUMENT IS
 DR7858'LOCATED BETWEEN THE CHURCH PARKING LOT AND STATE ROAD 3.   THE MARK IS
 DR7858'LOCATED 330 FT (100.6 M) WEST OF THE CHURCH PARKING LOT IN THE TOP OF
 DR7858'THE SOUTH WALL OF A CONCRETE SPILLWAY, 14 FT (4.3 M) WEST OF THE
 DR7858'SOUTHEAST CORNER OF SAID SPILLWAY.  IT IS 285.4 FT (87.0 M)
 DR7858'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST BOLT OF A SIGNAL STRINGER POLE,
 DR7858'53.7 FT (16.4 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF CONCRETE
 DR7858'SIGN BASE, 93.4 FT (28.5 M) EAST OF THE NORTHEAST CORNER OF CONCRETE
 DR7858'HEADWALL.  NOTE -- (1) SOUTH 22 RESET WAS SET TO FACILITATE CLEAR SKY
 DR7858'GPS OBSERVATIONS.  (2) SOUTH 22 IS NOT SCHEDULED TO BE REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1191 ***********************************************************************
 LA1191  DESIGNATION -  S 220
 LA1191  PID         -  LA1191
 LA1191  STATE/COUNTY-  IN/RANDOLPH
 LA1191  COUNTRY     -  US
 LA1191  USGS QUAD   -  REDKEY (2019)
 LA1191
 LA1191                         *CURRENT SURVEY CONTROL
 LA1191  ______________________________________________________________________
 LA1191* NAD 83(1986) POSITION- 40 17 47.     (N) 085 11 02.     (W)   SCALED
 LA1191* NAVD 88 ORTHO HEIGHT -   287.165 (meters)      942.14  (feet) ADJUSTED
 LA1191  ______________________________________________________________________
 LA1191  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 LA1191  DYNAMIC HEIGHT  -        287.015 (meters)      941.65  (feet) COMP
 LA1191  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 LA1191
 LA1191  VERT ORDER      -  SECOND    CLASS 0
 LA1191
 LA1191.The horizontal coordinates were scaled from a map and have
 LA1191.an estimated accuracy of +/- 6 seconds.
 LA1191
 LA1191.The orthometric height was determined by differential leveling and
 LA1191.adjusted by the NATIONAL GEODETIC SURVEY
 LA1191.in June 1991.
 LA1191
 LA1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1191.GEOID18 height accuracy estimate available here.
 LA1191
 LA1191.Click photographs - Photos may exist for this station.
 LA1191
 LA1191.The dynamic height is computed by dividing the NAVD 88
 LA1191.geopotential number by the normal gravity value computed on the
 LA1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1191.degrees latitude (g = 980.6199 gals.).
 LA1191
 LA1191.The modeled gravity was interpolated from observed gravity values.
 LA1191
 LA1191;                    North         East    Units  Estimated Accuracy
 LA1191;SPC IN E     -   560,540.      141,050.      MT  (+/- 180 meters Scaled)
 LA1191
 LA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK543622(NAD 83)
 LA1191
 LA1191                          SUPERSEDED SURVEY CONTROL
 LA1191
 LA1191  NGVD 29 (??/??/92)  287.304  (m)          942.60   (f) ADJ UNCH    2 0
 LA1191
 LA1191.Superseded values are not recommended for survey control.
 LA1191
 LA1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1191.See file dsdata.pdf to determine how the superseded data were derived.
 LA1191
 LA1191_MARKER: DB = BENCH MARK DISK
 LA1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1191_SP_SET: BRIDGE
 LA1191_STAMPING: S 220 1947
 LA1191_MARK LOGO: CGS
 LA1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1191
 LA1191  HISTORY     - Date     Condition        Report By
 LA1191  HISTORY     - 1947     MONUMENTED       CGS
 LA1191
 LA1191                          STATION DESCRIPTION
 LA1191
 LA1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1191'0.6 MI E FROM FAIRVIEW.
 LA1191'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS AT
 LA1191'FAIRVIEW, SET IN THE TOP OF THE SOUTHWEST WING WALL OF A 12-FOOT
 LA1191'CONCRETE BRIDGE OVER A DITCH, 22.5 FEET SOUTH OF THE CENTER LINE
 LA1191'OF THE HIGHWAY, 1 FOOT SOUTH OF THE CONCRETE BANISTER AND ABOUT
 LA1191'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0653 ***********************************************************************
 LA0653  DESIGNATION -  S 221
 LA0653  PID         -  LA0653
 LA0653  STATE/COUNTY-  IN/ALLEN
 LA0653  COUNTRY     -  US
 LA0653  USGS QUAD   -  HOAGLAND (2019)
 LA0653
 LA0653                         *CURRENT SURVEY CONTROL
 LA0653  ______________________________________________________________________
 LA0653* NAD 83(1986) POSITION- 40 57 21.7    (N) 084 58 07.7    (W)   HD_HELD2
 LA0653* NAVD 88 ORTHO HEIGHT -   251.477 (meters)      825.05  (feet) ADJUSTED
 LA0653  ______________________________________________________________________
 LA0653  GEOID HEIGHT    -        -33.259 (meters)                     GEOID18
 LA0653  DYNAMIC HEIGHT  -        251.371 (meters)      824.71  (feet) COMP
 LA0653  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 LA0653
 LA0653  VERT ORDER      -  SECOND    CLASS 0
 LA0653
 LA0653.The horizontal coordinates were established by autonomous hand held GPS
 LA0653.observations and have an estimated accuracy of +/- 10 meters.
 LA0653
 LA0653.The orthometric height was determined by differential leveling and
 LA0653.adjusted by the NATIONAL GEODETIC SURVEY
 LA0653.in June 1991.
 LA0653
 LA0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0653.GEOID18 height accuracy estimate available here.
 LA0653
 LA0653.Click photographs - Photos may exist for this station.
 LA0653
 LA0653.The dynamic height is computed by dividing the NAVD 88
 LA0653.geopotential number by the normal gravity value computed on the
 LA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0653.degrees latitude (g = 980.6199 gals.).
 LA0653
 LA0653.The modeled gravity was interpolated from observed gravity values.
 LA0653
 LA0653;                    North         East    Units  Estimated Accuracy
 LA0653;SPC IN E     -   633,910.      158,752.      MT  (+/- 10 meters HH2 GPS)
 LA0653
 LA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7094535862(NAD 83)
 LA0653
 LA0653                          SUPERSEDED SURVEY CONTROL
 LA0653
 LA0653  NGVD 29 (??/??/92)  251.630  (m)          825.56   (f) ADJ UNCH    2 0
 LA0653
 LA0653.Superseded values are not recommended for survey control.
 LA0653
 LA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0653.See file dsdata.pdf to determine how the superseded data were derived.
 LA0653
 LA0653_MARKER: DB = BENCH MARK DISK
 LA0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0653_STAMPING: S 221 1947
 LA0653_MARK LOGO: CGS
 LA0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0653+STABILITY: SURFACE MOTION
 LA0653
 LA0653  HISTORY     - Date     Condition        Report By
 LA0653  HISTORY     - 1947     MONUMENTED       CGS
 LA0653  HISTORY     - 1968     GOOD             CGS
 LA0653
 LA0653                          STATION DESCRIPTION
 LA0653
 LA0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0653'1.2 MI NE FROM HOAGLAND.
 LA0653'ABOUT 0.7 MILES EAST ALONG A BLACKTOP ROAD FROM THE MADISON
 LA0653'TWP. SCHOOL AT HOAGLAND, THENCE ABOUT 0.55 MILES NORTH ALONG
 LA0653'A BLACKTOP ROAD LEADING TO MAPLES, ABOUT 0.85 MILES SOUTH OF THE
 LA0653'ST. JOHNS EV. LUTHERAN CHURCH AND SCHOOL AT THE JUNC. OF A DRIVE
 LA0653'LEADING WEST TO THE KOENEMANN FARM, 14 FT. WEST OF THE C/L OF
 LA0653'THE ROAD, 13 FT. NORTH OF THE C/L OF THE DRIVE, 3 FT. NORTHEAST
 LA0653'OF A FENCE CORNER POST, 1 FT. SOUTH OF A STEEL WITNESS POST,
 LA0653'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONC. POST
 LA0653'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0727 ***********************************************************************
 LA0727  DESIGNATION -  S 222
 LA0727  PID         -  LA0727
 LA0727  STATE/COUNTY-  IN/ALLEN
 LA0727  COUNTRY     -  US
 LA0727  USGS QUAD   -  DIXON (2019)
 LA0727
 LA0727                         *CURRENT SURVEY CONTROL
 LA0727  ______________________________________________________________________
 LA0727* NAD 83(1986) POSITION- 40 57 51.3    (N) 084 51 46.4    (W)   HD_HELD2
 LA0727* NAVD 88 ORTHO HEIGHT -   243.631 (meters)      799.31  (feet) ADJUSTED
 LA0727  ______________________________________________________________________
 LA0727  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 LA0727  DYNAMIC HEIGHT  -        243.529 (meters)      798.98  (feet) COMP
 LA0727  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 LA0727
 LA0727  VERT ORDER      -  SECOND    CLASS 0
 LA0727
 LA0727.The horizontal coordinates were established by autonomous hand held GPS
 LA0727.observations and have an estimated accuracy of +/- 10 meters.
 LA0727
 LA0727.The orthometric height was determined by differential leveling and
 LA0727.adjusted by the NATIONAL GEODETIC SURVEY
 LA0727.in June 1991.
 LA0727
 LA0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0727.GEOID18 height accuracy estimate available here.
 LA0727
 LA0727.Click photographs - Photos may exist for this station.
 LA0727
 LA0727.The dynamic height is computed by dividing the NAVD 88
 LA0727.geopotential number by the normal gravity value computed on the
 LA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0727.degrees latitude (g = 980.6199 gals.).
 LA0727
 LA0727.The modeled gravity was interpolated from observed gravity values.
 LA0727
 LA0727;                    North         East    Units  Estimated Accuracy
 LA0727;SPC IN E     -   634,899.      167,661.      MT  (+/- 10 meters HH2 GPS)
 LA0727
 LA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7983736987(NAD 83)
 LA0727
 LA0727                          SUPERSEDED SURVEY CONTROL
 LA0727
 LA0727  NGVD 29 (??/??/92)  243.787  (m)          799.82   (f) ADJ UNCH    2 0
 LA0727
 LA0727.Superseded values are not recommended for survey control.
 LA0727
 LA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0727.See file dsdata.pdf to determine how the superseded data were derived.
 LA0727
 LA0727_MARKER: DB = BENCH MARK DISK
 LA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0727_STAMPING: S 222 1947
 LA0727_MARK LOGO: CGS
 LA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0727+STABILITY: SURFACE MOTION
 LA0727
 LA0727  HISTORY     - Date     Condition        Report By
 LA0727  HISTORY     - 1947     MONUMENTED       CGS
 LA0727
 LA0727                          STATION DESCRIPTION
 LA0727
 LA0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0727'0.8 MI S FROM MONROEVILLE.
 LA0727'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0727'AT MONROEVILLE, AT A CROSS ROAD WITH A CEMETERY IN THE NORTHWEST
 LA0727'QUARTER OF THE INTERSECTION, 39 FEET WEST OF THE CENTER
 LA0727'LINE OF THE HIGHWAY, 157 FEET SOUTH OF THE CENTER LINE OF
 LA0727'THE CROSS ROAD, 39 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 LA0727'WAY TO A BARN YARD, 5.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER
 LA0727'POST, 6.5 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER POST, 1 FOOT
 LA0727'EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0727'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0727'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0491 ***********************************************************************
 LA0491  DESIGNATION -  S 223
 LA0491  PID         -  LA0491
 LA0491  STATE/COUNTY-  IN/ADAMS
 LA0491  COUNTRY     -  US
 LA0491  USGS QUAD   -  DECATUR (2019)
 LA0491
 LA0491                         *CURRENT SURVEY CONTROL
 LA0491  ______________________________________________________________________
 LA0491* NAD 83(1986) POSITION- 40 49 55.     (N) 084 59 26.     (W)   SCALED
 LA0491* NAVD 88 ORTHO HEIGHT -   246.648 (meters)      809.21  (feet) ADJUSTED
 LA0491  ______________________________________________________________________
 LA0491  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 LA0491  DYNAMIC HEIGHT  -        246.538 (meters)      808.85  (feet) COMP
 LA0491  MODELED GRAVITY -    980,172.5   (mgal)                       NAVD 88
 LA0491
 LA0491  VERT ORDER      -  SECOND    CLASS 0
 LA0491
 LA0491.The horizontal coordinates were scaled from a map and have
 LA0491.an estimated accuracy of +/- 6 seconds.
 LA0491
 LA0491.The orthometric height was determined by differential leveling and
 LA0491.adjusted by the NATIONAL GEODETIC SURVEY
 LA0491.in June 1991.
 LA0491
 LA0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0491.GEOID18 height accuracy estimate available here.
 LA0491
 LA0491.Click photographs - Photos may exist for this station.
 LA0491
 LA0491.The dynamic height is computed by dividing the NAVD 88
 LA0491.geopotential number by the normal gravity value computed on the
 LA0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0491.degrees latitude (g = 980.6199 gals.).
 LA0491
 LA0491.The modeled gravity was interpolated from observed gravity values.
 LA0491
 LA0491;                    North         East    Units  Estimated Accuracy
 LA0491;SPC IN E     -   620,120.      157,030.      MT  (+/- 180 meters Scaled)
 LA0491
 LA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL694220(NAD 83)
 LA0491
 LA0491                          SUPERSEDED SURVEY CONTROL
 LA0491
 LA0491  NGVD 29 (??/??/92)  246.798  (m)          809.70   (f) ADJ UNCH    2 0
 LA0491
 LA0491.Superseded values are not recommended for survey control.
 LA0491
 LA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0491.See file dsdata.pdf to determine how the superseded data were derived.
 LA0491
 LA0491_MARKER: DB = BENCH MARK DISK
 LA0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0491_STAMPING: S 223 1947
 LA0491_MARK LOGO: CGS
 LA0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0491+STABILITY: SURFACE MOTION
 LA0491
 LA0491  HISTORY     - Date     Condition        Report By
 LA0491  HISTORY     - 1947     MONUMENTED       CGS
 LA0491  HISTORY     - 1974     GOOD             BRADY
 LA0491
 LA0491                          STATION DESCRIPTION
 LA0491
 LA0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0491'2.8 MI W FROM DECATUR.
 LA0491'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 224 FROM ITS JUNCTION WITH
 LA0491'U.S. HIGHWAY 27 AT DECATUR, AT THE LINIGER AIR FIELD, AT THE
 LA0491'NORTHEAST CORNER OF A ROUND SHEET IRON HANGAR, 78 FEET SOUTH OF
 LA0491'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF THE NORTH CONCRETE
 LA0491'FOUNDATION OF THE HANGAR, 6.5 FEET NORTHWEST OF THE NORTHEAST
 LA0491'CORNER OF THE HANGAR, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0491'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0491'POST PROJECTING 4 INCHES.
 LA0491
 LA0491                          STATION RECOVERY (1974)
 LA0491
 LA0491'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 LA0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2556 ***********************************************************************
 LA2556  DESIGNATION -  S 224 RESET
 LA2556  PID         -  LA2556
 LA2556  STATE/COUNTY-  IN/ADAMS
 LA2556  COUNTRY     -  US
 LA2556  USGS QUAD   -  WILLSHIRE (2016)
 LA2556
 LA2556                         *CURRENT SURVEY CONTROL
 LA2556  ______________________________________________________________________
 LA2556* NAD 83(1986) POSITION- 40 44 50.     (N) 084 48 13.     (W)   SCALED
 LA2556* NAVD 88 ORTHO HEIGHT -   241.84  (meters)      793.4   (feet) RESET
 LA2556  ______________________________________________________________________
 LA2556  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LA2556  VERT ORDER      -  THIRD
 LA2556
 LA2556.The horizontal coordinates were scaled from a map and have
 LA2556.an estimated accuracy of +/- 6 seconds.
 LA2556
 LA2556.The orthometric height was computed from unverified reset data.
 LA2556
 LA2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2556.GEOID18 height accuracy estimate available here.
 LA2556
 LA2556.Click photographs - Photos may exist for this station.
 LA2556
 LA2556;                    North         East    Units  Estimated Accuracy
 LA2556;SPC IN E     -   610,850.      172,890.      MT  (+/- 180 meters Scaled)
 LA2556
 LA2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL854130(NAD 83)
 LA2556
 LA2556                          SUPERSEDED SURVEY CONTROL
 LA2556
 LA2556  NGVD 29 (08/22/16)  242.00   (m)          794.0    (f) RESET       3  
 LA2556
 LA2556.Superseded values are not recommended for survey control.
 LA2556
 LA2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2556.See file dsdata.pdf to determine how the superseded data were derived.
 LA2556
 LA2556_MARKER: DV = VERTICAL CONTROL DISK
 LA2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2556_STAMPING: S 224 RESET 1985
 LA2556_MARK LOGO: NGS
 LA2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2556+STABILITY: SURFACE MOTION
 LA2556
 LA2556  HISTORY     - Date     Condition        Report By
 LA2556  HISTORY     - 1985     MONUMENTED       NGS
 LA2556
 LA2556                          STATION DESCRIPTION
 LA2556
 LA2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LA2556'7.25 MILES (11.67 KM) EAST ALONG STATE HIGHWAY 124 FROM THE RAILROAD
 LA2556'CROSSING AT MONROE OR ABOUT 0.7 MILE (1.1 KM) WEST ALONG STATE
 LA2556'HIGHWAY 81, WHICH TURNS INTO STATE HIGHWAY 124, FROM THE POST OFFICE
 LA2556'IN WILLSHIRE, OHIO, VANWERT COUNTY, ALONG THE NORTH SIDE OF HIGHWAY
 LA2556'AND ABOUT 3 FEET (0.9 M) LOWER THAN HIGHWAY, SET IN TOP OF A 10 INCH
 LA2556'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 56.6 FEET (17.3 M)
 LA2556'WEST FROM A UTILITY POLE, 38.0 FEET (11.6 M) NORTH FROM THE CENTERLINE
 LA2556'OF THE HIGHWAY AND 1.0 FOOT (0.3 M) EAST FROM A 1 FOOT (0.3 M) SQUARE
 LA2556'WOODEN FENCE CORNER POST AND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0632 ***********************************************************************
 LA0632  DESIGNATION -  S 225
 LA0632  PID         -  LA0632
 LA0632  STATE/COUNTY-  IN/ADAMS
 LA0632  COUNTRY     -  US
 LA0632  USGS QUAD   -  BERNE (2019)
 LA0632
 LA0632                         *CURRENT SURVEY CONTROL
 LA0632  ______________________________________________________________________
 LA0632* NAD 83(1986) POSITION- 40 41 13.     (N) 084 57 22.     (W)   SCALED
 LA0632* NAVD 88 ORTHO HEIGHT -   257.535 (meters)      844.93  (feet) ADJUSTED
 LA0632  ______________________________________________________________________
 LA0632  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0632  DYNAMIC HEIGHT  -        257.415 (meters)      844.54  (feet) COMP
 LA0632  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 LA0632
 LA0632  VERT ORDER      -  SECOND    CLASS 0
 LA0632
 LA0632.The horizontal coordinates were scaled from a map and have
 LA0632.an estimated accuracy of +/- 6 seconds.
 LA0632
 LA0632.The orthometric height was determined by differential leveling and
 LA0632.adjusted by the NATIONAL GEODETIC SURVEY
 LA0632.in June 1991.
 LA0632
 LA0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0632.GEOID18 height accuracy estimate available here.
 LA0632
 LA0632.Click photographs - Photos may exist for this station.
 LA0632
 LA0632.The dynamic height is computed by dividing the NAVD 88
 LA0632.geopotential number by the normal gravity value computed on the
 LA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0632.degrees latitude (g = 980.6199 gals.).
 LA0632
 LA0632.The modeled gravity was interpolated from observed gravity values.
 LA0632
 LA0632;                    North         East    Units  Estimated Accuracy
 LA0632;SPC IN E     -   604,040.      160,060.      MT  (+/- 180 meters Scaled)
 LA0632
 LA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL727060(NAD 83)
 LA0632
 LA0632                          SUPERSEDED SURVEY CONTROL
 LA0632
 LA0632  NGVD 29 (??/??/92)  257.685  (m)          845.42   (f) ADJ UNCH    2 0
 LA0632
 LA0632.Superseded values are not recommended for survey control.
 LA0632
 LA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0632.See file dsdata.pdf to determine how the superseded data were derived.
 LA0632
 LA0632_MARKER: DB = BENCH MARK DISK
 LA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0632_STAMPING: S 225 1947
 LA0632_MARK LOGO: CGS
 LA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0632+STABILITY: SURFACE MOTION
 LA0632
 LA0632  HISTORY     - Date     Condition        Report By
 LA0632  HISTORY     - 1947     MONUMENTED       CGS
 LA0632
 LA0632                          STATION DESCRIPTION
 LA0632
 LA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0632'2 MI N FROM BERNE.
 LA0632'ABOUT 2.05 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0632'WITH STATE HIGHWAY 118 AT BERNE, AT A CROSS ROAD, 63 FEET WEST
 LA0632'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER
 LA0632'LINE OF THE CROSS ROAD, 33 FEET WEST OF A FENCE CORNER, 1 FOOT
 LA0632'SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA0632'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0632'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0376 ***********************************************************************
 LA0376  DESIGNATION -  S 226
 LA0376  PID         -  LA0376
 LA0376  STATE/COUNTY-  IN/JAY
 LA0376  COUNTRY     -  US
 LA0376  USGS QUAD   -  PORTLAND (2019)
 LA0376
 LA0376                         *CURRENT SURVEY CONTROL
 LA0376  ______________________________________________________________________
 LA0376* NAD 83(1986) POSITION- 40 26 24.     (N) 084 57 31.     (W)   SCALED
 LA0376* NAVD 88 ORTHO HEIGHT -   277.091 (meters)      909.09  (feet) ADJUSTED
 LA0376  ______________________________________________________________________
 LA0376  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 LA0376  DYNAMIC HEIGHT  -        276.954 (meters)      908.64  (feet) COMP
 LA0376  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 LA0376
 LA0376  VERT ORDER      -  SECOND    CLASS 0
 LA0376
 LA0376.The horizontal coordinates were scaled from a map and have
 LA0376.an estimated accuracy of +/- 6 seconds.
 LA0376
 LA0376.The orthometric height was determined by differential leveling and
 LA0376.adjusted by the NATIONAL GEODETIC SURVEY
 LA0376.in June 1991.
 LA0376
 LA0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0376.GEOID18 height accuracy estimate available here.
 LA0376
 LA0376.Click photographs - Photos may exist for this station.
 LA0376
 LA0376.The dynamic height is computed by dividing the NAVD 88
 LA0376.geopotential number by the normal gravity value computed on the
 LA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0376.degrees latitude (g = 980.6199 gals.).
 LA0376
 LA0376.The modeled gravity was interpolated from observed gravity values.
 LA0376
 LA0376;                    North         East    Units  Estimated Accuracy
 LA0376;SPC IN E     -   576,610.      160,070.      MT  (+/- 180 meters Scaled)
 LA0376
 LA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK731785(NAD 83)
 LA0376
 LA0376                          SUPERSEDED SURVEY CONTROL
 LA0376
 LA0376  NGVD 29 (??/??/92)  277.242  (m)          909.58   (f) ADJ UNCH    2 0
 LA0376
 LA0376.Superseded values are not recommended for survey control.
 LA0376
 LA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0376.See file dsdata.pdf to determine how the superseded data were derived.
 LA0376
 LA0376_MARKER: DB = BENCH MARK DISK
 LA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0376_STAMPING: S 226 1947
 LA0376_MARK LOGO: CGS
 LA0376_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0376+STABILITY: SURFACE MOTION
 LA0376
 LA0376  HISTORY     - Date     Condition        Report By
 LA0376  HISTORY     - 1947     MONUMENTED       CGS
 LA0376  HISTORY     - 20091221 POOR             INDIV
 LA0376
 LA0376                          STATION DESCRIPTION
 LA0376
 LA0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0376'1.5 MI NE FROM PORTLAND.
 LA0376'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST
 LA0376'OFFICE AT PORTLAND, THENCE ABOUT 1.0 MILE EAST ALONG A BLACK
 LA0376'TOP ROAD, AT THE BRIGHAM AIRPORT, AT THE SOUTHWEST CORNER OF THE
 LA0376'FIELD, 21 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 12
 LA0376'FEET EAST OF A FENCE CORNER, 12 FEET EAST OF A POWER POLE, 1
 LA0376'FOOT SOUTH OF THE SOUTH AIRPORT BOUNDARY FENCE LINE, 2 FEET WEST
 LA0376'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LA0376'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0376
 LA0376                          STATION RECOVERY (2009)
 LA0376
 LA0376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LA0376'MONUMENT HAS BEEN DISTURBED AND WAS LEANING TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0828 ***********************************************************************
 LA0828  DESIGNATION -  S 227
 LA0828  PID         -  LA0828
 LA0828  STATE/COUNTY-  IN/JAY
 LA0828  COUNTRY     -  US
 LA0828  USGS QUAD   -  DOMESTIC (2019)
 LA0828
 LA0828                         *CURRENT SURVEY CONTROL
 LA0828  ______________________________________________________________________
 LA0828* NAD 83(1986) POSITION- 40 33 04.     (N) 085 05 04.     (W)   SCALED
 LA0828* NAVD 88 ORTHO HEIGHT -   259.477 (meters)      851.30  (feet) ADJUSTED
 LA0828  ______________________________________________________________________
 LA0828  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 LA0828  DYNAMIC HEIGHT  -        259.349 (meters)      850.88  (feet) COMP
 LA0828  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 LA0828
 LA0828  VERT ORDER      -  SECOND    CLASS 0
 LA0828
 LA0828.The horizontal coordinates were scaled from a map and have
 LA0828.an estimated accuracy of +/- 6 seconds.
 LA0828
 LA0828.The orthometric height was determined by differential leveling and
 LA0828.adjusted by the NATIONAL GEODETIC SURVEY
 LA0828.in June 1991.
 LA0828
 LA0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0828.GEOID18 height accuracy estimate available here.
 LA0828
 LA0828.Click photographs - Photos may exist for this station.
 LA0828
 LA0828.The dynamic height is computed by dividing the NAVD 88
 LA0828.geopotential number by the normal gravity value computed on the
 LA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0828.degrees latitude (g = 980.6199 gals.).
 LA0828
 LA0828.The modeled gravity was interpolated from observed gravity values.
 LA0828
 LA0828;                    North         East    Units  Estimated Accuracy
 LA0828;SPC IN E     -   588,870.      149,320.      MT  (+/- 180 meters Scaled)
 LA0828
 LA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK621906(NAD 83)
 LA0828
 LA0828                          SUPERSEDED SURVEY CONTROL
 LA0828
 LA0828  NGVD 29 (??/??/92)  259.619  (m)          851.77   (f) ADJ UNCH    2 0
 LA0828
 LA0828.Superseded values are not recommended for survey control.
 LA0828
 LA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0828.See file dsdata.pdf to determine how the superseded data were derived.
 LA0828
 LA0828_MARKER: DB = BENCH MARK DISK
 LA0828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0828_SP_SET: CULVERT HEADWALL
 LA0828_STAMPING: S 227 1947
 LA0828_MARK LOGO: CGS
 LA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0828+STABILITY: SURFACE MOTION
 LA0828
 LA0828  HISTORY     - Date     Condition        Report By
 LA0828  HISTORY     - 1947     MONUMENTED       CGS
 LA0828
 LA0828                          STATION DESCRIPTION
 LA0828
 LA0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0828'3.4 MI E FROM FIAT.
 LA0828'ABOUT 3.35 MILES EAST ALONG STATE HIGHWAY 18 FROM THE INTERSECTION
 LA0828'OF STATE HIGHWAY 1 AT FIAT, ABOUT 0.15 MILE SOUTHEAST OF THE
 LA0828'OAKLAND M. E. CHURCH AND CROSSROADS, IN THE TOP OF THE SOUTHEAST
 LA0828'END OF THE SOUTHWEST HEAD WALL OF A 16-FOOT CONCRETE CULVERT,
 LA0828'22 FEET SOUTHWEST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF
 LA0828'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1163 ***********************************************************************
 JZ1163  DESIGNATION -  S 228
 JZ1163  PID         -  JZ1163
 JZ1163  STATE/COUNTY-  IN/WAYNE
 JZ1163  COUNTRY     -  US
 JZ1163  USGS QUAD   -  WHITEWATER (2019)
 JZ1163
 JZ1163                         *CURRENT SURVEY CONTROL
 JZ1163  ______________________________________________________________________
 JZ1163* NAD 83(1986) POSITION- 39 56 40.     (N) 084 49 51.     (W)   SCALED
 JZ1163* NAVD 88 ORTHO HEIGHT -   343.416 (meters)     1126.69  (feet) ADJUSTED
 JZ1163  ______________________________________________________________________
 JZ1163  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 JZ1163  DYNAMIC HEIGHT  -        343.217 (meters)     1126.04  (feet) COMP
 JZ1163  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 JZ1163
 JZ1163  VERT ORDER      -  SECOND    CLASS 0
 JZ1163
 JZ1163.The horizontal coordinates were scaled from a map and have
 JZ1163.an estimated accuracy of +/- 6 seconds.
 JZ1163
 JZ1163.The orthometric height was determined by differential leveling and
 JZ1163.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1163.in June 1991.
 JZ1163
 JZ1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1163.GEOID18 height accuracy estimate available here.
 JZ1163
 JZ1163.Click photographs - Photos may exist for this station.
 JZ1163
 JZ1163.The dynamic height is computed by dividing the NAVD 88
 JZ1163.geopotential number by the normal gravity value computed on the
 JZ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1163.degrees latitude (g = 980.6199 gals.).
 JZ1163
 JZ1163.The modeled gravity was interpolated from observed gravity values.
 JZ1163
 JZ1163;                    North         East    Units  Estimated Accuracy
 JZ1163;SPC IN E     -   521,680.      171,430.      MT  (+/- 180 meters Scaled)
 JZ1163
 JZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK853238(NAD 83)
 JZ1163
 JZ1163                          SUPERSEDED SURVEY CONTROL
 JZ1163
 JZ1163  NGVD 29 (??/??/92)  343.555  (m)         1127.15   (f) ADJ UNCH    2 0
 JZ1163
 JZ1163.Superseded values are not recommended for survey control.
 JZ1163
 JZ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1163.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1163
 JZ1163_MARKER: DB = BENCH MARK DISK
 JZ1163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1163_SP_SET: CULVERT HEADWALL
 JZ1163_STAMPING: S 228 1947
 JZ1163_MARK LOGO: CGS
 JZ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1163+STABILITY: SURFACE MOTION
 JZ1163
 JZ1163  HISTORY     - Date     Condition        Report By
 JZ1163  HISTORY     - 1947     MONUMENTED       CGS
 JZ1163
 JZ1163                          STATION DESCRIPTION
 JZ1163
 JZ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1163'AT WHITEWATER.
 JZ1163'AT WHITEWATER, ALONG STATE HIGHWAY 227, AT THE MAIN CROSSROADS,
 JZ1163'29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 192 FEET SOUTH
 JZ1163'OF THE CENTER LINE OF THE CROSSROADS, IN THE TOP OF THE SOUTH END
 JZ1163'OF A 6-FOOT CONCRETE CULVERT, 2.5 FEET EAST OF THE EAST EDGE OF
 JZ1163'THE SIDE WALK, 1.5 FEET ABOVE THE SIDE WALK, AND 2 FEET BELOW
 JZ1163'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0422 ***********************************************************************
 LA0422  DESIGNATION -  S 229
 LA0422  PID         -  LA0422
 LA0422  STATE/COUNTY-  IN/RANDOLPH
 LA0422  COUNTRY     -  US
 LA0422  USGS QUAD   -  SPARTANBURG (2019)
 LA0422
 LA0422                         *CURRENT SURVEY CONTROL
 LA0422  ______________________________________________________________________
 LA0422* NAD 83(1986) POSITION- 40 02 58.     (N) 084 50 30.     (W)   SCALED
 LA0422* NAVD 88 ORTHO HEIGHT -   353.847 (meters)     1160.91  (feet) ADJUSTED
 LA0422  ______________________________________________________________________
 LA0422  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 LA0422  DYNAMIC HEIGHT  -        353.650 (meters)     1160.27  (feet) COMP
 LA0422  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 LA0422
 LA0422  VERT ORDER      -  SECOND    CLASS 0
 LA0422
 LA0422.The horizontal coordinates were scaled from a map and have
 LA0422.an estimated accuracy of +/- 6 seconds.
 LA0422
 LA0422.The orthometric height was determined by differential leveling and
 LA0422.adjusted by the NATIONAL GEODETIC SURVEY
 LA0422.in June 1991.
 LA0422
 LA0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0422.GEOID18 height accuracy estimate available here.
 LA0422
 LA0422.Click photographs - Photos may exist for this station.
 LA0422
 LA0422.The dynamic height is computed by dividing the NAVD 88
 LA0422.geopotential number by the normal gravity value computed on the
 LA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0422.degrees latitude (g = 980.6199 gals.).
 LA0422
 LA0422.The modeled gravity was interpolated from observed gravity values.
 LA0422
 LA0422;                    North         East    Units  Estimated Accuracy
 LA0422;SPC IN E     -   533,330.      170,400.      MT  (+/- 180 meters Scaled)
 LA0422
 LA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK841354(NAD 83)
 LA0422
 LA0422                          SUPERSEDED SURVEY CONTROL
 LA0422
 LA0422  NGVD 29 (??/??/92)  353.986  (m)         1161.37   (f) ADJ UNCH    2 0
 LA0422
 LA0422.Superseded values are not recommended for survey control.
 LA0422
 LA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0422.See file dsdata.pdf to determine how the superseded data were derived.
 LA0422
 LA0422_MARKER: DB = BENCH MARK DISK
 LA0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0422_STAMPING: S 229 1947
 LA0422_MARK LOGO: CGS
 LA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0422+STABILITY: SURFACE MOTION
 LA0422
 LA0422  HISTORY     - Date     Condition        Report By
 LA0422  HISTORY     - 1947     MONUMENTED       CGS
 LA0422
 LA0422                          STATION DESCRIPTION
 LA0422
 LA0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0422'5.4 MI E FROM LYNN.
 LA0422'ABOUT 5.4 MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0422'WITH U.S. HIGHWAY 27 AT LYNN, ABOUT 0.75 MILE WEST OF THE
 LA0422'INTERSECTION OF STATE HIGHWAY 227, ABOUT 0.25 MILE WEST OF A
 LA0422'CROSS ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0422'87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 12-FOOT CONCRETE
 LA0422'BRIDGE, 58 FEET EAST OF A TWIN ASH TREE ALONG A CREEK BANK, 36
 LA0422'FEET EAST OF THE EAST POST OF A GATE, 1.2 FEET NORTH OF THE FENCE
 LA0422'LINE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 LA0422'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0422'5 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT
 LA0422'BETHEL, WAYNE COUNTY BY GOING ABOUT 4.3 MILES NORTH ALONG STATE
 LA0422'HIGHWAY 227, THENCE 0.75 MILE WEST ALONG U.S. HIGHWAY 36 AND SITE
 LA0422'OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0300 ***********************************************************************
 ME0300  DESIGNATION -  S 23
 ME0300  PID         -  ME0300
 ME0300  STATE/COUNTY-  IN/ST JOSEPH
 ME0300  COUNTRY     -  US
 ME0300  USGS QUAD   -  WALKERTON (2019)
 ME0300
 ME0300                         *CURRENT SURVEY CONTROL
 ME0300  ______________________________________________________________________
 ME0300* NAD 83(1986) POSITION- 41 28 12.     (N) 086 29 13.     (W)   SCALED
 ME0300* NAVD 88 ORTHO HEIGHT -   217.285 (meters)      712.88  (feet) ADJUSTED
 ME0300  ______________________________________________________________________
 ME0300  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME0300  DYNAMIC HEIGHT  -        217.199 (meters)      712.59  (feet) COMP
 ME0300  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 ME0300
 ME0300  VERT ORDER      -  SECOND    CLASS 0
 ME0300
 ME0300.The horizontal coordinates were scaled from a map and have
 ME0300.an estimated accuracy of +/- 6 seconds.
 ME0300
 ME0300.The orthometric height was determined by differential leveling and
 ME0300.adjusted by the NATIONAL GEODETIC SURVEY
 ME0300.in June 1991.
 ME0300
 ME0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0300.GEOID18 height accuracy estimate available here.
 ME0300
 ME0300.Click photographs - Photos may exist for this station.
 ME0300
 ME0300.The dynamic height is computed by dividing the NAVD 88
 ME0300.geopotential number by the normal gravity value computed on the
 ME0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0300.degrees latitude (g = 980.6199 gals.).
 ME0300
 ME0300.The modeled gravity was interpolated from observed gravity values.
 ME0300
 ME0300;                    North         East    Units  Estimated Accuracy
 ME0300;SPC IN E     -   691,080.       31,480.      MT  (+/- 180 meters Scaled)
 ME0300
 ME0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL428910(NAD 83)
 ME0300
 ME0300                          SUPERSEDED SURVEY CONTROL
 ME0300
 ME0300  NGVD 29 (??/??/92)  217.394  (m)          713.23   (f) ADJ UNCH    2 0
 ME0300
 ME0300.Superseded values are not recommended for survey control.
 ME0300
 ME0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0300.See file dsdata.pdf to determine how the superseded data were derived.
 ME0300
 ME0300_MARKER: DB = BENCH MARK DISK
 ME0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0300_STAMPING: S 23 1934
 ME0300_MARK LOGO: CGS
 ME0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0300+STABILITY: SURFACE MOTION
 ME0300
 ME0300  HISTORY     - Date     Condition        Report By
 ME0300  HISTORY     - 1934     MONUMENTED       CGS
 ME0300  HISTORY     - 1946     GOOD             CGS
 ME0300  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0300
 ME0300                          STATION DESCRIPTION
 ME0300
 ME0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0300'AT WALKERTON.
 ME0300'AT WALKERTON ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 5 RAILS
 ME0300'NORTHEAST OF THE STATION, SET IN THE WEST ANGLE OF THE CROSSING
 ME0300'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 91 FEET NORTHEAST OF
 ME0300'THE NORTHEAST RAIL OF THE WEST BOUND TRACK OF THE BALTIMORE
 ME0300'AND OHIO RAILROAD, 67 FEET NORTH AND ACROSS THE NEW YORK CENTRAL
 ME0300'RAILROAD FROM SWITCH TOWER KN, 30 FEET SOUTHWEST OF THE SOUTHWEST
 ME0300'RAIL OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 24 FEET
 ME0300'NORTHWEST OF THE NORTHWEST RAIL OF THE NEW YORK CENTRAL RAILROAD,
 ME0300'16 FEET SOUTH OF A FIRE HYDRANT, 1 FOOT SOUTHEAST OF A WHITE
 ME0300'WOODEN WITNESS POST, ABOUT 1.5 FOOT ABOVE THE INTERSECTION, AND
 ME0300'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 ME0300
 ME0300                          STATION RECOVERY (1985)
 ME0300
 ME0300'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1727 ***********************************************************************
 JZ1727  DESIGNATION -  S 230
 JZ1727  PID         -  JZ1727
 JZ1727  STATE/COUNTY-  IN/WAYNE
 JZ1727  COUNTRY     -  US
 JZ1727  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1727
 JZ1727                         *CURRENT SURVEY CONTROL
 JZ1727  ______________________________________________________________________
 JZ1727* NAD 83(1986) POSITION- 39 58 57.4    (N) 085 07 31.9    (W)   HD_HELD2
 JZ1727* NAVD 88 ORTHO HEIGHT -   345.821 (meters)     1134.58  (feet) ADJUSTED
 JZ1727  ______________________________________________________________________
 JZ1727  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 JZ1727  DYNAMIC HEIGHT  -        345.628 (meters)     1133.95  (feet) COMP
 JZ1727  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 JZ1727
 JZ1727  VERT ORDER      -  SECOND    CLASS 0
 JZ1727
 JZ1727.The horizontal coordinates were established by autonomous hand held GPS
 JZ1727.observations and have an estimated accuracy of +/- 10 meters.
 JZ1727
 JZ1727.The orthometric height was determined by differential leveling and
 JZ1727.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1727.in June 1991.
 JZ1727
 JZ1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1727.GEOID18 height accuracy estimate available here.
 JZ1727
 JZ1727.Click photographs - Photos may exist for this station.
 JZ1727
 JZ1727.The dynamic height is computed by dividing the NAVD 88
 JZ1727.geopotential number by the normal gravity value computed on the
 JZ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1727.degrees latitude (g = 980.6199 gals.).
 JZ1727
 JZ1727.The modeled gravity was interpolated from observed gravity values.
 JZ1727
 JZ1727;                    North         East    Units  Estimated Accuracy
 JZ1727;SPC IN E     -   525,727.      146,220.      MT  (+/- 10 meters HH2 GPS)
 JZ1727
 JZ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6005027509(NAD 83)
 JZ1727
 JZ1727                          SUPERSEDED SURVEY CONTROL
 JZ1727
 JZ1727  NGVD 29 (??/??/92)  345.959  (m)         1135.03   (f) ADJ UNCH    2 0
 JZ1727
 JZ1727.Superseded values are not recommended for survey control.
 JZ1727
 JZ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1727.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1727
 JZ1727_MARKER: DB = BENCH MARK DISK
 JZ1727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1727_SP_SET: CULVERT HEADWALL
 JZ1727_STAMPING: S 230 1947
 JZ1727_MARK LOGO: CGS
 JZ1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1727+STABILITY: SURFACE MOTION
 JZ1727
 JZ1727  HISTORY     - Date     Condition        Report By
 JZ1727  HISTORY     - 1947     MONUMENTED       CGS
 JZ1727  HISTORY     - 20030104 GOOD             GEOCAC
 JZ1727  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1727
 JZ1727                          STATION DESCRIPTION
 JZ1727
 JZ1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1727'2.2 MI NW FROM ECONOMY.
 JZ1727'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 JZ1727'AT ECONOMY, ABOUT 1.1 MILES SOUTHEAST OF THE INTERSECTION OF
 JZ1727'STATE HIGHWAY 1, 40 YARDS EAST OF THE T JUNCTION OF A ROAD
 JZ1727'LEADING SOUTH, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 JZ1727'AND SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 JZ1727'3-FOOT CONCRETE CULVERT AND ABOUT 5.5 FEET BELOW THE HIGHWAY.
 JZ1727'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT HAGERSTOWN
 JZ1727'BY GOING ABOUT 5.35 MILES NORTH ALONG STATE HIGHWAY 1, THENCE
 JZ1727'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 35.
 JZ1727
 JZ1727                          STATION RECOVERY (2003)
 JZ1727
 JZ1727'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1727'RECOVERED IN GOOD CONDITION.
 JZ1727
 JZ1727                          STATION RECOVERY (2017)
 JZ1727
 JZ1727'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JW)
 JZ1727'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1068 ***********************************************************************
 LA1068  DESIGNATION -  S 231
 LA1068  PID         -  LA1068
 LA1068  STATE/COUNTY-  IN/JAY
 LA1068  COUNTRY     -  US
 LA1068  USGS QUAD   -  RIDGEVILLE (2019)
 LA1068
 LA1068                         *CURRENT SURVEY CONTROL
 LA1068  ______________________________________________________________________
 LA1068* NAD 83(2011) POSITION- 40 19 23.76776(N) 085 00 36.86830(W)   ADJUSTED
 LA1068* NAD 83(2011) ELLIP HT-   270.929 (meters)        (09/21/23)   ADJUSTED
 LA1068* NAD 83(2011) EPOCH   -  2010.00
 LA1068* NAVD 88 ORTHO HEIGHT -   304.532 (meters)      999.12  (feet) ADJUSTED
 LA1068  ______________________________________________________________________
 LA1068  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 LA1068  NAD 83(2011) X  -    423,560.754 (meters)                     COMP
 LA1068  NAD 83(2011) Y  - -4,851,308.686 (meters)                     COMP
 LA1068  NAD 83(2011) Z  -  4,105,592.850 (meters)                     COMP
 LA1068  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 LA1068  DYNAMIC HEIGHT  -        304.376 (meters)      998.61  (feet) COMP
 LA1068  MODELED GRAVITY -    980,105.4   (mgal)                       NAVD 88
 LA1068
 LA1068  VERT ORDER      -  SECOND    CLASS 0
 LA1068
 LA1068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1068  Standards:
 LA1068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1068  -------------------------------------------------------------------
 LA1068  NETWORK    0.54   1.00           0.24   0.20   0.51      0.01753512
 LA1068  -------------------------------------------------------------------
 LA1068  Click here for local accuracies and other accuracy information.
 LA1068
 LA1068.The horizontal coordinates were established by GPS observations
 LA1068.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 LA1068
 LA1068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1068.been affixed to the stable North American tectonic plate. See 
 LA1068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1068
 LA1068.The horizontal coordinates are valid at the epoch date displayed above
 LA1068.which is a decimal equivalence of Year/Month/Day.
 LA1068
 LA1068.The orthometric height was determined by differential leveling and
 LA1068.adjusted by the NATIONAL GEODETIC SURVEY
 LA1068.in June 1991.
 LA1068
 LA1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1068.GEOID18 height accuracy estimate available here.
 LA1068
 LA1068.Click photographs - Photos may exist for this station.
 LA1068
 LA1068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1068
 LA1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1068
 LA1068.The ellipsoidal height was determined by GPS observations
 LA1068.and is referenced to NAD 83.
 LA1068
 LA1068.The dynamic height is computed by dividing the NAVD 88
 LA1068.geopotential number by the normal gravity value computed on the
 LA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1068.degrees latitude (g = 980.6199 gals.).
 LA1068
 LA1068.The modeled gravity was interpolated from observed gravity values.
 LA1068
 LA1068. The following values were computed from the NAD 83(2011) position.
 LA1068
 LA1068;                    North         East     Units Scale Factor Converg.
 LA1068;SPC IN E     -   563,618.281   155,787.816   MT  1.00000496   +0 25 29.2
 LA1068;SPC IN E     - 1,849,137.64    511,113.86   sFT  1.00000496   +0 25 29.2
 LA1068;UTM  16      - 4,465,537.761   669,047.168   MT  0.99995178   +1 17 16.4
 LA1068
 LA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1068!SPC IN E     -   0.99995750  x   1.00000496  =   0.99996246
 LA1068!UTM  16      -   0.99995750  x   0.99995178  =   0.99990928
 LA1068
 LA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6904765537(NAD 83)
 LA1068
 LA1068                          SUPERSEDED SURVEY CONTROL
 LA1068
 LA1068  NGVD 29 (??/??/92)  304.678  (m)          999.60   (f) ADJ UNCH    2 0
 LA1068
 LA1068.Superseded values are not recommended for survey control.
 LA1068
 LA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1068.See file dsdata.pdf to determine how the superseded data were derived.
 LA1068
 LA1068_MARKER: DB = BENCH MARK DISK
 LA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1068_STAMPING: S 231 1947
 LA1068_MARK LOGO: CGS
 LA1068_PROJECTION: PROJECTING 5 CENTIMETERS
 LA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1068+STABILITY: SURFACE MOTION
 LA1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1068+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2018
 LA1068
 LA1068  HISTORY     - Date     Condition        Report By
 LA1068  HISTORY     - 1947     MONUMENTED       CGS
 LA1068  HISTORY     - 20180202 GOOD             INDOT
 LA1068
 LA1068                          STATION DESCRIPTION
 LA1068
 LA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1068'4.5 MI E FROM POWERS.
 LA1068'ABOUT 4.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 LA1068'POWERS, ABOUT 0.35 MILE EAST OF THE OVERPASS OF THE PENNSYLVANIA
 LA1068'RAILROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 217 FEET WEST
 LA1068'OF THE WEST END OF AN 8-FOOT CONCRETE BRIDGE ON THE EAST-WEST ROAD,
 LA1068'22 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD AND IN LINE
 LA1068'WITH THE ROAD NORTH, 7 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST
 LA1068'OF A FENCE LINE LEADING SOUTH, 2 FEET NORTH OF A WHITE WOODEN
 LA1068'WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP
 LA1068'OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1068
 LA1068                          STATION RECOVERY (2018)
 LA1068
 LA1068'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA1068'THE STATION IS LOCATED ABOUT 6.0 MI (9.6 KM) SOUTH-SOUTHEAST OF
 LA1068'BLAINE, 3.6 MI (5.7 KM) NORTH-NORTHWEST OF DEERFIELD AND 2.5 MI (4.1
 LA1068'KM) NORTH-NORTHEAST OF RIDGEVILLE.
 LA1068'
 LA1068'TO REACH FROM THE INTERSECTION OF STATE ROAD 28 AND U.S. HIGHWAY 27 IN
 LA1068'DEERFIELD, TRAVEL 3.12 MI (5.02 KM) NORTH ON U.S. HIGHWAY 27 TO COUNTY
 LA1068'ROAD WEST 800 SOUTH.  TURN LEFT (WEST) AND TRAVEL 1.76 MI (2.83 KM) TO
 LA1068'COUNTY ROAD SOUTH 175 WEST AND THE MONUMENT ON THE LEFT (SOUTH) SIDE
 LA1068'OF THE INTERSECTION.
 LA1068'
 LA1068'THE MONUMENT IS APPROXIMATELY LEVEL WITH THE ROAD, 22 FT (6.7 M) SOUTH
 LA1068'OF THE CENTERLINE OF COUNTY ROAD WEST 800 SOUTH, 217 FT (66.1 M) WEST
 LA1068'OF AN 8 FT (2.4 M) CONCRETE BOX CULVERT UNDER COUNTY ROAD WEST 800
 LA1068'SOUTH, 15 FT (4.6 M) WEST OF A TELEPHONE POLE AND 18 FT (5.5 M) EAST
 LA1068'OF A TELEPHONE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0397 ***********************************************************************
 LA0397  DESIGNATION -  S 232
 LA0397  PID         -  LA0397
 LA0397  STATE/COUNTY-  IN/RANDOLPH
 LA0397  COUNTRY     -  US
 LA0397  USGS QUAD   -  WINCHESTER (2019)
 LA0397
 LA0397                         *CURRENT SURVEY CONTROL
 LA0397  ______________________________________________________________________
 LA0397* NAD 83(1986) POSITION- 40 11 37.     (N) 084 58 47.     (W)   SCALED
 LA0397* NAVD 88 ORTHO HEIGHT -   331.372 (meters)     1087.18  (feet) ADJUSTED
 LA0397  ______________________________________________________________________
 LA0397  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 LA0397  DYNAMIC HEIGHT  -        331.197 (meters)     1086.60  (feet) COMP
 LA0397  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 LA0397
 LA0397  VERT ORDER      -  SECOND    CLASS 0
 LA0397
 LA0397.The horizontal coordinates were scaled from a map and have
 LA0397.an estimated accuracy of +/- 6 seconds.
 LA0397
 LA0397.The orthometric height was determined by differential leveling and
 LA0397.adjusted by the NATIONAL GEODETIC SURVEY
 LA0397.in June 1991.
 LA0397
 LA0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0397.GEOID18 height accuracy estimate available here.
 LA0397
 LA0397.Click photographs - Photos may exist for this station.
 LA0397
 LA0397.The dynamic height is computed by dividing the NAVD 88
 LA0397.geopotential number by the normal gravity value computed on the
 LA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0397.degrees latitude (g = 980.6199 gals.).
 LA0397
 LA0397.The modeled gravity was interpolated from observed gravity values.
 LA0397
 LA0397;                    North         East    Units  Estimated Accuracy
 LA0397;SPC IN E     -   549,240.      158,490.      MT  (+/- 180 meters Scaled)
 LA0397
 LA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719512(NAD 83)
 LA0397
 LA0397                          SUPERSEDED SURVEY CONTROL
 LA0397
 LA0397  NGVD 29 (??/??/92)  331.514  (m)         1087.64   (f) ADJ UNCH    2 0
 LA0397
 LA0397.Superseded values are not recommended for survey control.
 LA0397
 LA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0397.See file dsdata.pdf to determine how the superseded data were derived.
 LA0397
 LA0397_MARKER: DB = BENCH MARK DISK
 LA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0397_STAMPING: S 232 1947
 LA0397_MARK LOGO: CGS
 LA0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0397+STABILITY: SURFACE MOTION
 LA0397
 LA0397  HISTORY     - Date     Condition        Report By
 LA0397  HISTORY     - 1947     MONUMENTED       CGS
 LA0397
 LA0397                          STATION DESCRIPTION
 LA0397
 LA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0397'1.5 MI N FROM WINCHESTER.
 LA0397'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 LA0397'AT WINCHESTER, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A GRAVEL
 LA0397'ROAD EAST, AT THE WEST END OF A ROW OF HEDGE TREES BETWEEN TWO
 LA0397'CULTIVATED FIELDS, 272 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 LA0397'FROM A TWO STORY SHINGLE FARM HOUSE, 29 FEET EAST OF THE CENTER
 LA0397'LINE OF THE HIGHWAY, 90 FEET SOUTH OF A TELEPHONE POLE AND IN
 LA0397'LINE WITH THE ROW OF POLES, 3 FEET SOUTH OF A CORNER FENCE POST,
 LA0397'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT
 LA0397'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0397'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0952 ***********************************************************************
 ME0952  DESIGNATION -  S 233
 ME0952  PID         -  ME0952
 ME0952  STATE/COUNTY-  IN/LAKE
 ME0952  COUNTRY     -  US
 ME0952  USGS QUAD   -  HIGHLAND (2019)
 ME0952
 ME0952                         *CURRENT SURVEY CONTROL
 ME0952  ______________________________________________________________________
 ME0952* NAD 83(1986) POSITION- 41 35 44.     (N) 087 28 18.     (W)   SCALED
 ME0952* NAVD 88 ORTHO HEIGHT -   182.611 (meters)      599.12  (feet) ADJUSTED
 ME0952  ______________________________________________________________________
 ME0952  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 ME0952  DYNAMIC HEIGHT  -        182.543 (meters)      598.89  (feet) COMP
 ME0952  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 ME0952
 ME0952  VERT ORDER      -  FIRST     CLASS II
 ME0952
 ME0952.The horizontal coordinates were scaled from a map and have
 ME0952.an estimated accuracy of +/- 6 seconds.
 ME0952
 ME0952.The orthometric height was determined by differential leveling and
 ME0952.adjusted by the NATIONAL GEODETIC SURVEY
 ME0952.in June 1991.
 ME0952
 ME0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0952.GEOID18 height accuracy estimate available here.
 ME0952
 ME0952.Click photographs - Photos may exist for this station.
 ME0952
 ME0952.The dynamic height is computed by dividing the NAVD 88
 ME0952.geopotential number by the normal gravity value computed on the
 ME0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0952.degrees latitude (g = 980.6199 gals.).
 ME0952
 ME0952.The modeled gravity was interpolated from observed gravity values.
 ME0952
 ME0952;                    North         East    Units  Estimated Accuracy
 ME0952;SPC IN W     -   704,770.      867,620.      MT  (+/- 180 meters Scaled)
 ME0952
 ME0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM606049(NAD 83)
 ME0952
 ME0952                          SUPERSEDED SURVEY CONTROL
 ME0952
 ME0952  NGVD 29 (??/??/92)  182.715  (m)          599.46   (f) ADJ UNCH    1 2
 ME0952
 ME0952.Superseded values are not recommended for survey control.
 ME0952
 ME0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0952.See file dsdata.pdf to determine how the superseded data were derived.
 ME0952
 ME0952_MARKER: DB = BENCH MARK DISK
 ME0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0952_SP_SET: FOUNDATION
 ME0952_STAMPING: S 233 1947
 ME0952_MARK LOGO: CGS
 ME0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0952+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME0952
 ME0952  HISTORY     - Date     Condition        Report By
 ME0952  HISTORY     - 1947     MONUMENTED       CGS
 ME0952  HISTORY     - 20210226 GOOD             IN-089
 ME0952
 ME0952                          STATION DESCRIPTION
 ME0952
 ME0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0952'AT HAMMOND.
 ME0952'AT HAMMOND, AT THE JUNCTION OF SUMMER STREET AND 165TH STREET,
 ME0952'SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 ME0952'CONCRETE FOUNDATION OF THE HAMMOND LEAD PRODUCTS COMPANY BUILDING,
 ME0952'17.8 FEET WEST OF THE NORTHEAST CORNER, AND 1.8 FEET ABOVE THE
 ME0952'GROUND.
 ME0952
 ME0952                          STATION RECOVERY (2021)
 ME0952
 ME0952'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1277 ***********************************************************************
 LA1277  DESIGNATION -  S 234
 LA1277  PID         -  LA1277
 LA1277  STATE/COUNTY-  IN/MADISON
 LA1277  COUNTRY     -  US
 LA1277  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1277
 LA1277                         *CURRENT SURVEY CONTROL
 LA1277  ______________________________________________________________________
 LA1277* NAD 83(1986) POSITION- 40 03 52.     (N) 085 43 00.     (W)   SCALED
 LA1277* NAVD 88 ORTHO HEIGHT -   267.576 (meters)      877.87  (feet) ADJUSTED
 LA1277  ______________________________________________________________________
 LA1277  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 LA1277  DYNAMIC HEIGHT  -        267.429 (meters)      877.39  (feet) COMP
 LA1277  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 LA1277
 LA1277  VERT ORDER      -  FIRST     CLASS II
 LA1277
 LA1277.The horizontal coordinates were scaled from a map and have
 LA1277.an estimated accuracy of +/- 6 seconds.
 LA1277
 LA1277.The orthometric height was determined by differential leveling and
 LA1277.adjusted by the NATIONAL GEODETIC SURVEY
 LA1277.in June 1991.
 LA1277
 LA1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1277.GEOID18 height accuracy estimate available here.
 LA1277
 LA1277.Click photographs - Photos may exist for this station.
 LA1277
 LA1277.The dynamic height is computed by dividing the NAVD 88
 LA1277.geopotential number by the normal gravity value computed on the
 LA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1277.degrees latitude (g = 980.6199 gals.).
 LA1277
 LA1277.The modeled gravity was interpolated from observed gravity values.
 LA1277
 LA1277;                    North         East    Units  Estimated Accuracy
 LA1277;SPC IN E     -   534,670.       95,730.      MT  (+/- 180 meters Scaled)
 LA1277
 LA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK094356(NAD 83)
 LA1277
 LA1277                          SUPERSEDED SURVEY CONTROL
 LA1277
 LA1277  NGVD 29 (??/??/92)  267.712  (m)          878.32   (f) ADJ UNCH    1 2
 LA1277
 LA1277.Superseded values are not recommended for survey control.
 LA1277
 LA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1277.See file dsdata.pdf to determine how the superseded data were derived.
 LA1277
 LA1277_MARKER: DB = BENCH MARK DISK
 LA1277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1277_SP_SET: CULVERT HEADWALL
 LA1277_STAMPING: S 234 1947
 LA1277_MARK LOGO: CGS
 LA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1277+STABILITY: SURFACE MOTION
 LA1277
 LA1277  HISTORY     - Date     Condition        Report By
 LA1277  HISTORY     - 1947     MONUMENTED       CGS
 LA1277
 LA1277                          STATION DESCRIPTION
 LA1277
 LA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1277'3.6 MI SW FROM ANDERSON.
 LA1277'ABOUT 3.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1277'FROM THE STATION AT ANDERSON, ABOUT 14 RAILS SOUTH OF MILE
 LA1277'POST 251, 15 RAILS SOUTH OF SWITCH TOWER TAFT, SET IN THE TOP
 LA1277'OF THE SOUTH END OF THE WEST HEAD WALL OF AN 8 BY 5 FOOT
 LA1277'CONCRETE CULVERT, 11 FEET WEST OF THE WEST RAIL, 1.7 FEET NORTH
 LA1277'OF THE SOUTH END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE
 LA1277'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0285 ***********************************************************************
 KA0285  DESIGNATION -  S 235
 KA0285  PID         -  KA0285
 KA0285  STATE/COUNTY-  IN/MARION
 KA0285  COUNTRY     -  US
 KA0285  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0285
 KA0285                         *CURRENT SURVEY CONTROL
 KA0285  ______________________________________________________________________
 KA0285* NAD 83(1986) POSITION- 39 48 21.59   (N) 086 05 36.88   (W)   HD_HELD1
 KA0285* NAVD 88 ORTHO HEIGHT -   246.769 (meters)      809.61  (feet) ADJUSTED
 KA0285  ______________________________________________________________________
 KA0285  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 KA0285  DYNAMIC HEIGHT  -        246.632 (meters)      809.16  (feet) COMP
 KA0285  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 KA0285
 KA0285  VERT ORDER      -  FIRST     CLASS II
 KA0285
 KA0285.The horizontal coordinates were determined by differentially corrected
 KA0285.hand held GPS observations or other comparable positioning techniques
 KA0285.and have an estimated accuracy of +/- 3 meters.
 KA0285
 KA0285.The orthometric height was determined by differential leveling and
 KA0285.adjusted by the NATIONAL GEODETIC SURVEY
 KA0285.in June 1991.
 KA0285
 KA0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0285.GEOID18 height accuracy estimate available here.
 KA0285
 KA0285.Click photographs - Photos may exist for this station.
 KA0285
 KA0285.The dynamic height is computed by dividing the NAVD 88
 KA0285.geopotential number by the normal gravity value computed on the
 KA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0285.degrees latitude (g = 980.6199 gals.).
 KA0285
 KA0285.The modeled gravity was interpolated from observed gravity values.
 KA0285
 KA0285;                    North         East    Units  Estimated Accuracy
 KA0285;SPC IN E     -   506,064.9      63,442.6     MT  (+/- 3 meters HH1 GPS) 
 KA0285
 KA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7759106618(NAD 83)
 KA0285
 KA0285                          SUPERSEDED SURVEY CONTROL
 KA0285
 KA0285  NGVD 29 (??/??/92)  246.909  (m)          810.07   (f) ADJ UNCH    1 2
 KA0285
 KA0285.Superseded values are not recommended for survey control.
 KA0285
 KA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0285.See file dsdata.pdf to determine how the superseded data were derived.
 KA0285
 KA0285_MARKER: DB = BENCH MARK DISK
 KA0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0285_STAMPING: S 235 1947
 KA0285_MARK LOGO: CGS
 KA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0285+STABILITY: SURFACE MOTION
 KA0285
 KA0285  HISTORY     - Date     Condition        Report By
 KA0285  HISTORY     - 1947     MONUMENTED       CGS
 KA0285  HISTORY     - 1961     GOOD             CGS
 KA0285  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA0285
 KA0285                          STATION DESCRIPTION
 KA0285
 KA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0285'AT INDIANAPOLIS.
 KA0285'AT INDIANAPOLIS, ABOUT 4.95 MILES NORTHEAST ALONG THE NEW YORK
 KA0285'CENTRAL RAILROAD FROM THE UNION STATION, ABOUT 0.25 MILE
 KA0285'NORTHEAST OF SWITCH TOWER BELT JCT., 3 FEET SOUTHWEST OF MILE
 KA0285'POST 279, 15.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11.5 FEET
 KA0285'NORTHEAST OF TELEGRAPH POLE L 26, 28 FEET NORTHWEST OF THE CENTER
 KA0285'LINE OF A PAVED STREET PARALLELING THE TRACKS, 1.5 FEET NORTHEAST
 KA0285'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 KA0285'THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 KA0285
 KA0285                          STATION RECOVERY (1961)
 KA0285
 KA0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0285'RECOVERED IN GOOD CONDITION.
 KA0285
 KA0285                          STATION RECOVERY (1995)
 KA0285
 KA0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0576 ***********************************************************************
 LB0576  DESIGNATION -  S 237
 LB0576  PID         -  LB0576
 LB0576  STATE/COUNTY-  IN/HAMILTON
 LB0576  COUNTRY     -  US
 LB0576  USGS QUAD   -  NOBLESVILLE (2019)
 LB0576
 LB0576                         *CURRENT SURVEY CONTROL
 LB0576  ______________________________________________________________________
 LB0576* NAD 83(1986) POSITION- 40 02 20.61   (N) 086 00 04.25   (W)   HD_HELD1
 LB0576* NAVD 88 ORTHO HEIGHT -   234.169 (meters)      768.27  (feet) ADJUSTED
 LB0576  ______________________________________________________________________
 LB0576  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 LB0576  DYNAMIC HEIGHT  -        234.041 (meters)      767.85  (feet) COMP
 LB0576  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 LB0576
 LB0576  VERT ORDER      -  SECOND    CLASS II
 LB0576
 LB0576.The horizontal coordinates were determined by differentially corrected
 LB0576.hand held GPS observations or other comparable positioning techniques
 LB0576.and have an estimated accuracy of +/- 3 meters.
 LB0576
 LB0576.The orthometric height was determined by differential leveling and
 LB0576.adjusted by the NATIONAL GEODETIC SURVEY
 LB0576.in June 1991.
 LB0576
 LB0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0576.GEOID18 height accuracy estimate available here.
 LB0576
 LB0576.Click photographs - Photos may exist for this station.
 LB0576
 LB0576.The dynamic height is computed by dividing the NAVD 88
 LB0576.geopotential number by the normal gravity value computed on the
 LB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0576.degrees latitude (g = 980.6199 gals.).
 LB0576
 LB0576.The modeled gravity was interpolated from observed gravity values.
 LB0576
 LB0576;                    North         East    Units  Estimated Accuracy
 LB0576;SPC IN E     -   531,907.9      71,451.8     MT  (+/- 3 meters HH1 GPS) 
 LB0576
 LB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8521132570(NAD 83)
 LB0576
 LB0576                          SUPERSEDED SURVEY CONTROL
 LB0576
 LB0576  NGVD 29 (??/??/92)  234.298  (m)          768.69   (f) ADJ UNCH    2 0
 LB0576
 LB0576.Superseded values are not recommended for survey control.
 LB0576
 LB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0576.See file dsdata.pdf to determine how the superseded data were derived.
 LB0576
 LB0576_MARKER: DB = BENCH MARK DISK
 LB0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0576_STAMPING: S 237 1947
 LB0576_MARK LOGO: CGS
 LB0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0576+STABILITY: SURFACE MOTION
 LB0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0576+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2015
 LB0576
 LB0576  HISTORY     - Date     Condition        Report By
 LB0576  HISTORY     - 1947     MONUMENTED       CGS
 LB0576  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 LB0576  HISTORY     - 19980318 GOOD             SEC
 LB0576  HISTORY     - 20070309 GOOD             BFSINC
 LB0576  HISTORY     - 20110319 GOOD             INDIV
 LB0576  HISTORY     - 20151102 GOOD             USI
 LB0576
 LB0576                          STATION DESCRIPTION
 LB0576
 LB0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LB0576'AT NOBLESVILLE.
 LB0576'AT NOBLESVILLE, IN THE EAST PART OF TOWN, AT THE NOBLESVILLE
 LB0576'AIRPORT, 17.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 LB0576'AIRPORT OFFICE BUILDING, 13 FEET EAST-NORTHEAST OF A GATE POST,
 LB0576'1.0 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN
 LB0576'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0576'INCHES.
 LB0576
 LB0576                          STATION RECOVERY (1995)
 LB0576
 LB0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 LB0576'MARK NOT FOUND.
 LB0576
 LB0576                          STATION RECOVERY (1998)
 LB0576
 LB0576'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (RGR)
 LB0576'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL MEASUREMENTS-- 18.8
 LB0576'METERS (61.7 FT) SOUTH OF THE CENTERLINE OF PLEASANT STREET,  57.9
 LB0576'METERS (190.0 FT) WEST OF THE SOUTH EXTENSION OF THE CENTERLINE OF
 LB0576'19TH STREET,  2.55 METERS (8.37 FT) 320 DEGREE AZIMUTH FROM THE
 LB0576'NORTHWEST FACE OF A FLAG POLE AT GROUND LEVEL,  5.14 METERS (16.86 FT)
 LB0576'65 DEGREE AZIMUTH FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 LB0576'BUILDING,  6.15 METERS (20.18 FT) 140 DEGREE AZIMUTH FROM THE
 LB0576'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING.  DESCRIBED BY JEFF
 LB0576'KONDY
 LB0576
 LB0576                          STATION RECOVERY (2007)
 LB0576
 LB0576'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (RWS)
 LB0576'THE NOBLESVILLE AIRPORT NO LONGER EXISTS.  THE LAND IS NOW THE
 LB0576'HAMILTON COUNTY FAIRGROUNDS, NEAR THE HUMANE SOCIETY.  THE MARK IS
 LB0576'APPROX. 0.25 MILES WEST OF STATE ROAD 37 ON THE SOUTH SIDE OF CONNER
 LB0576'STREET.
 LB0576'THE MARK IS 10 FEET SOUTHEAST OF THE CORNER OF A PARKING LOT, 12 FEET
 LB0576'NORTHWEST OF A LIGHT POLE, 31 FEET WEST OF A POWERPOLE AND MARKED BY A
 LB0576'WITNESS POST.  HAMILTON COUNTY SURVEYOR'S OFFICE HAS RECORDS AND
 LB0576'PHOTOS FOR THIS AND MOST COUNTY BENCHMARKS.
 LB0576
 LB0576                          STATION RECOVERY (2011)
 LB0576
 LB0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 LB0576'MONUMENT WAS GPS OBSERVED FOR NSPS SURVEYING AMERICA
 LB0576'
 LB0576
 LB0576                          STATION RECOVERY (2015)
 LB0576
 LB0576'RECOVERY NOTE BY USI CONSULTANTS INC 2015 (DJB)
 LB0576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2348 ***********************************************************************
 JZ2348  DESIGNATION -  S 238
 JZ2348  PID         -  JZ2348
 JZ2348  STATE/COUNTY-  IN/SHELBY
 JZ2348  COUNTRY     -  US
 JZ2348  USGS QUAD   -  BOGGSTOWN (2019)
 JZ2348
 JZ2348                         *CURRENT SURVEY CONTROL
 JZ2348  ______________________________________________________________________
 JZ2348* NAD 83(1986) POSITION- 39 37 29.09   (N) 085 55 17.55   (W)   HD_HELD1
 JZ2348* NAVD 88 ORTHO HEIGHT -   237.307 (meters)      778.56  (feet) ADJUSTED
 JZ2348  ______________________________________________________________________
 JZ2348  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 JZ2348  DYNAMIC HEIGHT  -        237.172 (meters)      778.12  (feet) COMP
 JZ2348  MODELED GRAVITY -    980,055.0   (mgal)                       NAVD 88
 JZ2348
 JZ2348  VERT ORDER      -  FIRST     CLASS II
 JZ2348
 JZ2348.The horizontal coordinates were determined by differentially corrected
 JZ2348.hand held GPS observations or other comparable positioning techniques
 JZ2348.and have an estimated accuracy of +/- 3 meters.
 JZ2348
 JZ2348.The orthometric height was determined by differential leveling and
 JZ2348.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2348.in June 1991.
 JZ2348
 JZ2348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2348.GEOID18 height accuracy estimate available here.
 JZ2348
 JZ2348.Click photographs - Photos may exist for this station.
 JZ2348
 JZ2348.The dynamic height is computed by dividing the NAVD 88
 JZ2348.geopotential number by the normal gravity value computed on the
 JZ2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2348.degrees latitude (g = 980.6199 gals.).
 JZ2348
 JZ2348.The modeled gravity was interpolated from observed gravity values.
 JZ2348
 JZ2348;                    North         East    Units  Estimated Accuracy
 JZ2348;SPC IN E     -   485,885.4      78,117.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2348
 JZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9255986664(NAD 83)
 JZ2348
 JZ2348                          SUPERSEDED SURVEY CONTROL
 JZ2348
 JZ2348  NGVD 29 (??/??/92)  237.424  (m)          778.95   (f) ADJ UNCH    1 2
 JZ2348
 JZ2348.Superseded values are not recommended for survey control.
 JZ2348
 JZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2348.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2348
 JZ2348_MARKER: DB = BENCH MARK DISK
 JZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2348_STAMPING: S 238 1947
 JZ2348_MARK LOGO: CGS
 JZ2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2348+STABILITY: SURFACE MOTION
 JZ2348
 JZ2348  HISTORY     - Date     Condition        Report By
 JZ2348  HISTORY     - 1947     MONUMENTED       CGS
 JZ2348  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2348
 JZ2348                          STATION DESCRIPTION
 JZ2348
 JZ2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2348'3.1 MI SE FROM ACTON.
 JZ2348'ABOUT 3.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2348'FROM THE STATION AT ACTON, AT THE ROAD CROSSING AT LONDON, 29
 JZ2348'FEET NORTHWEST OF POLE 93/17, 21 FEET SOUTHWEST OF THE
 JZ2348'SOUTHWEST RAIL, 37.5 FEET SOUTHEAST OF THE BLACK TOP ROAD,
 JZ2348'20 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING
 JZ2348'THE TRACK, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ2348'2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ2348'PROJECTING 5 INCHES.
 JZ2348
 JZ2348                          STATION RECOVERY (1986)
 JZ2348
 JZ2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2413 ***********************************************************************
 JZ2413  DESIGNATION -  S 239
 JZ2413  PID         -  JZ2413
 JZ2413  STATE/COUNTY-  IN/SHELBY
 JZ2413  COUNTRY     -  US
 JZ2413  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2413
 JZ2413                         *CURRENT SURVEY CONTROL
 JZ2413  ______________________________________________________________________
 JZ2413* NAD 83(1986) POSITION- 39 32 56.     (N) 085 40 58.     (W)   SCALED
 JZ2413* NAVD 88 ORTHO HEIGHT -   256.917 (meters)      842.90  (feet) ADJUSTED
 JZ2413  ______________________________________________________________________
 JZ2413  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ2413  DYNAMIC HEIGHT  -        256.764 (meters)      842.40  (feet) COMP
 JZ2413  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 JZ2413
 JZ2413  VERT ORDER      -  SECOND    CLASS 0
 JZ2413
 JZ2413.The horizontal coordinates were scaled from a map and have
 JZ2413.an estimated accuracy of +/- 6 seconds.
 JZ2413
 JZ2413.The orthometric height was determined by differential leveling and
 JZ2413.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2413.in June 1991.
 JZ2413
 JZ2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2413.GEOID18 height accuracy estimate available here.
 JZ2413
 JZ2413.Click photographs - Photos may exist for this station.
 JZ2413
 JZ2413.The dynamic height is computed by dividing the NAVD 88
 JZ2413.geopotential number by the normal gravity value computed on the
 JZ2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2413.degrees latitude (g = 980.6199 gals.).
 JZ2413
 JZ2413.The modeled gravity was interpolated from observed gravity values.
 JZ2413
 JZ2413;                    North         East    Units  Estimated Accuracy
 JZ2413;SPC IN E     -   477,430.       98,620.      MT  (+/- 180 meters Scaled)
 JZ2413
 JZ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ131785(NAD 83)
 JZ2413
 JZ2413                          SUPERSEDED SURVEY CONTROL
 JZ2413
 JZ2413  NGVD 29 (??/??/92)  257.040  (m)          843.31   (f) ADJ UNCH    2 0
 JZ2413
 JZ2413.Superseded values are not recommended for survey control.
 JZ2413
 JZ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2413.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2413
 JZ2413_MARKER: DB = BENCH MARK DISK
 JZ2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2413_STAMPING: S 239 1947
 JZ2413_MARK LOGO: CGS
 JZ2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2413+STABILITY: SURFACE MOTION
 JZ2413
 JZ2413  HISTORY     - Date     Condition        Report By
 JZ2413  HISTORY     - 1947     MONUMENTED       CGS
 JZ2413
 JZ2413                          STATION DESCRIPTION
 JZ2413
 JZ2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2413'5.1 MI NE FROM SHELBYVILLE.
 JZ2413'ABOUT 5.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ2413'THE STATION AT SHELBYVILLE, ABOUT 1.0 MILE SOUTHWEST OF RAYS
 JZ2413'CROSSING, AT MILEPOST C 29, 28.5 FEET SOUTHEAST OF THE SOUTHEAST
 JZ2413'RAIL OF THE TRACK, 36 FEET NORTHWEST OF THE CENTER LINE OF STATE
 JZ2413'HIGHWAY 44 WHICH PARALLELS THE TRACK ON THE SOUTHEAST, 21 FEET
 JZ2413'SOUTHEAST OF THE MILEPOST, 1 1/2 FEET SOUTHWEST OF A WHITE
 JZ2413'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW TRACK LEVEL AND
 JZ2413'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1357 ***********************************************************************
 ME1357  DESIGNATION -  S 24
 ME1357  PID         -  ME1357
 ME1357  STATE/COUNTY-  IN/JASPER
 ME1357  COUNTRY     -  US
 ME1357  USGS QUAD   -  WHEATFIELD (2019)
 ME1357
 ME1357                         *CURRENT SURVEY CONTROL
 ME1357  ______________________________________________________________________
 ME1357* NAD 83(1986) POSITION- 41 11 40.     (N) 087 06 51.     (W)   SCALED
 ME1357* NAVD 88 ORTHO HEIGHT -   204.183 (meters)      669.89  (feet) ADJUSTED
 ME1357  ______________________________________________________________________
 ME1357  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME1357  DYNAMIC HEIGHT  -        204.096 (meters)      669.61  (feet) COMP
 ME1357  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 ME1357
 ME1357  VERT ORDER      -  SECOND    CLASS 0
 ME1357
 ME1357.The horizontal coordinates were scaled from a map and have
 ME1357.an estimated accuracy of +/- 6 seconds.
 ME1357
 ME1357.The orthometric height was determined by differential leveling and
 ME1357.adjusted by the NATIONAL GEODETIC SURVEY
 ME1357.in June 1991.
 ME1357
 ME1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1357.GEOID18 height accuracy estimate available here.
 ME1357
 ME1357.Click photographs - Photos may exist for this station.
 ME1357
 ME1357.The dynamic height is computed by dividing the NAVD 88
 ME1357.geopotential number by the normal gravity value computed on the
 ME1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1357.degrees latitude (g = 980.6199 gals.).
 ME1357
 ME1357.The modeled gravity was interpolated from observed gravity values.
 ME1357
 ME1357;                    North         East    Units  Estimated Accuracy
 ME1357;SPC IN W     -   660,150.      897,410.      MT  (+/- 180 meters Scaled)
 ME1357
 ME1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL904603(NAD 83)
 ME1357
 ME1357                          SUPERSEDED SURVEY CONTROL
 ME1357
 ME1357  NGVD 29 (??/??/92)  204.274  (m)          670.19   (f) ADJ UNCH    2 0
 ME1357
 ME1357.Superseded values are not recommended for survey control.
 ME1357
 ME1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1357.See file dsdata.pdf to determine how the superseded data were derived.
 ME1357
 ME1357_MARKER: DB = BENCH MARK DISK
 ME1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1357_STAMPING: S 24 1934
 ME1357_MARK LOGO: CGS
 ME1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1357+STABILITY: SURFACE MOTION
 ME1357
 ME1357  HISTORY     - Date     Condition        Report By
 ME1357  HISTORY     - 1934     MONUMENTED       CGS
 ME1357  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME1357  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1357  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1357
 ME1357                          STATION DESCRIPTION
 ME1357
 ME1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1357'3.1 MI W FROM WHEATFIELD.
 ME1357'3.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1357'STATION AT WHEATFIELD, JASPER COUNTY, 13 RAILS WEST OF A
 ME1357'GRAVEL-ROAD CROSSING, 55 YARDS WEST OF THE STATION AT STOUTSBURG,
 ME1357'50 YARDS WEST OF A SIDETRACK SWITCH TARGET, 13 YARDS SOUTH OF
 ME1357'SECTION MARKER 3200, 11 YARDS EAST OF A DERAIL OF THE SIDETRACK,
 ME1357'AND 9 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A
 ME1357'STANDARD DISK, STAMPED S 24 1934 AND SET IN THE TOP OF A CONCRETE
 ME1357'POST PROJECTING 5 INCHES ABOVE GROUND.
 ME1357
 ME1357                          STATION RECOVERY (1968)
 ME1357
 ME1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1357'MARK NOT FOUND.
 ME1357
 ME1357                          STATION RECOVERY (1989)
 ME1357
 ME1357'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1357'MARK NOT FOUND.
 ME1357
 ME1357                          STATION RECOVERY (2012)
 ME1357
 ME1357'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2446 ***********************************************************************
 JZ2446  DESIGNATION -  S 240
 JZ2446  PID         -  JZ2446
 JZ2446  STATE/COUNTY-  IN/HANCOCK
 JZ2446  COUNTRY     -  US
 JZ2446  USGS QUAD   -  PENDLETON (2019)
 JZ2446
 JZ2446                         *CURRENT SURVEY CONTROL
 JZ2446  ______________________________________________________________________
 JZ2446* NAD 83(1986) POSITION- 39 54 05.17   (N) 085 43 53.23   (W)   HD_HELD1
 JZ2446* NAVD 88 ORTHO HEIGHT -   276.925 (meters)      908.54  (feet) ADJUSTED
 JZ2446  ______________________________________________________________________
 JZ2446  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 JZ2446  DYNAMIC HEIGHT  -        276.769 (meters)      908.03  (feet) COMP
 JZ2446  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 JZ2446
 JZ2446  VERT ORDER      -  SECOND    CLASS 0
 JZ2446
 JZ2446.The horizontal coordinates were determined by differentially corrected
 JZ2446.hand held GPS observations or other comparable positioning techniques
 JZ2446.and have an estimated accuracy of +/- 3 meters.
 JZ2446
 JZ2446.The orthometric height was determined by differential leveling and
 JZ2446.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2446.in June 1991.
 JZ2446
 JZ2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2446.GEOID18 height accuracy estimate available here.
 JZ2446
 JZ2446.Click photographs - Photos may exist for this station.
 JZ2446
 JZ2446.The dynamic height is computed by dividing the NAVD 88
 JZ2446.geopotential number by the normal gravity value computed on the
 JZ2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2446.degrees latitude (g = 980.6199 gals.).
 JZ2446
 JZ2446.The modeled gravity was interpolated from observed gravity values.
 JZ2446
 JZ2446;                    North         East    Units  Estimated Accuracy
 JZ2446;SPC IN E     -   516,576.1      94,459.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2446
 JZ2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0843917587(NAD 83)
 JZ2446
 JZ2446                          SUPERSEDED SURVEY CONTROL
 JZ2446
 JZ2446  NGVD 29 (??/??/92)  277.052  (m)          908.96   (f) ADJ UNCH    2 0
 JZ2446
 JZ2446.Superseded values are not recommended for survey control.
 JZ2446
 JZ2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2446.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2446
 JZ2446_MARKER: DB = BENCH MARK DISK
 JZ2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2446_STAMPING: S 240 1947
 JZ2446_MARK LOGO: CGS
 JZ2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2446+STABILITY: SURFACE MOTION
 JZ2446
 JZ2446  HISTORY     - Date     Condition        Report By
 JZ2446  HISTORY     - 1947     MONUMENTED       CGS
 JZ2446  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2446
 JZ2446                          STATION DESCRIPTION
 JZ2446
 JZ2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2446'2.2 MI E FROM EDEN.
 JZ2446'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 234 FROM THE
 JZ2446'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, IN THE NORTHEAST
 JZ2446'QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 40.5
 JZ2446'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST
 JZ2446'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET WEST OF A
 JZ2446'TELEPHONE POLE, 2.5 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 JZ2446'MARKER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2446'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2446'ABOUT 6 INCHES.
 JZ2446
 JZ2446                          STATION RECOVERY (2009)
 JZ2446
 JZ2446'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2446'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2452 ***********************************************************************
 JZ2452  DESIGNATION -  S 241
 JZ2452  PID         -  JZ2452
 JZ2452  STATE/COUNTY-  IN/HANCOCK
 JZ2452  COUNTRY     -  US
 JZ2452  USGS QUAD   -  PENDLETON (2019)
 JZ2452
 JZ2452                         *CURRENT SURVEY CONTROL
 JZ2452  ______________________________________________________________________
 JZ2452* NAD 83(1986) POSITION- 39 54 04.     (N) 085 42 45.     (W)   SCALED
 JZ2452* NAVD 88 ORTHO HEIGHT -   277.374 (meters)      910.02  (feet) ADJUSTED
 JZ2452  ______________________________________________________________________
 JZ2452  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2452  DYNAMIC HEIGHT  -        277.217 (meters)      909.50  (feet) COMP
 JZ2452  MODELED GRAVITY -    980,052.7   (mgal)                       NAVD 88
 JZ2452
 JZ2452  VERT ORDER      -  SECOND    CLASS 0
 JZ2452
 JZ2452.The horizontal coordinates were scaled from a map and have
 JZ2452.an estimated accuracy of +/- 6 seconds.
 JZ2452
 JZ2452.The orthometric height was determined by differential leveling and
 JZ2452.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2452.in June 1991.
 JZ2452
 JZ2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2452.GEOID18 height accuracy estimate available here.
 JZ2452
 JZ2452.Click photographs - Photos may exist for this station.
 JZ2452
 JZ2452.The dynamic height is computed by dividing the NAVD 88
 JZ2452.geopotential number by the normal gravity value computed on the
 JZ2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2452.degrees latitude (g = 980.6199 gals.).
 JZ2452
 JZ2452.The modeled gravity was interpolated from observed gravity values.
 JZ2452
 JZ2452;                    North         East    Units  Estimated Accuracy
 JZ2452;SPC IN E     -   516,540.       96,080.      MT  (+/- 180 meters Scaled)
 JZ2452
 JZ2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK100175(NAD 83)
 JZ2452
 JZ2452                          SUPERSEDED SURVEY CONTROL
 JZ2452
 JZ2452  NGVD 29 (??/??/92)  277.500  (m)          910.43   (f) ADJ UNCH    2 0
 JZ2452
 JZ2452.Superseded values are not recommended for survey control.
 JZ2452
 JZ2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2452.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2452
 JZ2452_MARKER: DB = BENCH MARK DISK
 JZ2452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2452_SP_SET: BRIDGE
 JZ2452_STAMPING: S 241 1947
 JZ2452_MARK LOGO: CGS
 JZ2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2452
 JZ2452  HISTORY     - Date     Condition        Report By
 JZ2452  HISTORY     - 1947     MONUMENTED       CGS
 JZ2452  HISTORY     - 20090203 POOR             IN-059
 JZ2452
 JZ2452                          STATION DESCRIPTION
 JZ2452
 JZ2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2452'3.2 MI E FROM EDEN.
 JZ2452'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 234 FROM THE INTERSECTION
 JZ2452'WITH STATE HIGHWAY 9 AT EDEN, 0.1 MILE WEST OF A NORTH-SOUTH
 JZ2452'CROSSROAD, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 20-FOOT
 JZ2452'CONCRETE BRIDGE OVER A CREEK, 17 FEET SOUTH OF THE CENTER LINE
 JZ2452'OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 JZ2452
 JZ2452                          STATION RECOVERY (2009)
 JZ2452
 JZ2452'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2452'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2547 ***********************************************************************
 JZ2547  DESIGNATION -  S 242
 JZ2547  PID         -  JZ2547
 JZ2547  STATE/COUNTY-  IN/SHELBY
 JZ2547  COUNTRY     -  US
 JZ2547  USGS QUAD   -  MORRISTOWN (2019)
 JZ2547
 JZ2547                         *CURRENT SURVEY CONTROL
 JZ2547  ______________________________________________________________________
 JZ2547* NAD 83(1986) POSITION- 39 41 02.6    (N) 085 42 06.6    (W)   HD_HELD2
 JZ2547* NAVD 88 ORTHO HEIGHT -   254.747 (meters)      835.78  (feet) ADJUSTED
 JZ2547  ______________________________________________________________________
 JZ2547  GEOID HEIGHT    -        -33.970 (meters)                     GEOID18
 JZ2547  DYNAMIC HEIGHT  -        254.598 (meters)      835.29  (feet) COMP
 JZ2547  MODELED GRAVITY -    980,038.7   (mgal)                       NAVD 88
 JZ2547
 JZ2547  VERT ORDER      -  SECOND    CLASS 0
 JZ2547
 JZ2547.The horizontal coordinates were established by autonomous hand held GPS
 JZ2547.observations and have an estimated accuracy of +/- 10 meters.
 JZ2547
 JZ2547.The orthometric height was determined by differential leveling and
 JZ2547.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2547.in June 1991.
 JZ2547
 JZ2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2547.GEOID18 height accuracy estimate available here.
 JZ2547
 JZ2547.Click photographs - Photos may exist for this station.
 JZ2547
 JZ2547.The dynamic height is computed by dividing the NAVD 88
 JZ2547.geopotential number by the normal gravity value computed on the
 JZ2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2547.degrees latitude (g = 980.6199 gals.).
 JZ2547
 JZ2547.The modeled gravity was interpolated from observed gravity values.
 JZ2547
 JZ2547;                    North         East    Units  Estimated Accuracy
 JZ2547;SPC IN E     -   492,440.       96,983.      MT  (+/- 10 meters HH2 GPS)
 JZ2547
 JZ2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1132193496(NAD 83)
 JZ2547
 JZ2547                          SUPERSEDED SURVEY CONTROL
 JZ2547
 JZ2547  NGVD 29 (??/??/92)  254.868  (m)          836.18   (f) ADJ UNCH    2 0
 JZ2547
 JZ2547.Superseded values are not recommended for survey control.
 JZ2547
 JZ2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2547.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2547
 JZ2547_MARKER: DB = BENCH MARK DISK
 JZ2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2547_STAMPING: S 242 1947
 JZ2547_MARK LOGO: CGS
 JZ2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2547+STABILITY: SURFACE MOTION
 JZ2547
 JZ2547  HISTORY     - Date     Condition        Report By
 JZ2547  HISTORY     - 1947     MONUMENTED       CGS
 JZ2547
 JZ2547                          STATION DESCRIPTION
 JZ2547
 JZ2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DWP)
 JZ2547'0.8 MI NW FROM MORRISTOWN.
 JZ2547'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2547'AT MORRISTOWN, THENCE ABOUT 0.7 MILE NORTH ALONG A WINDING COUNTY
 JZ2547'ROAD LEADING TO WESTLAND, ABOUT 1.15 MILES SOUTH OF THE
 JZ2547'HANCOCK-SHELBY COUNTY LINE, AT THE JUNCTION OF A GRAVEL SIDE
 JZ2547'ROAD LEADING EAST, AT A CEMETERY, 25 FEET EAST OF THE CENTER
 JZ2547'LINE OF THE NORTH-SOUTH ROAD, 31.5 FEET SOUTH OF THE CENTER LINE
 JZ2547'OF THE SIDE ROAD, 3.2 FEET NORTHEAST OF A FENCE CORNER POST, 1.5
 JZ2547'FEET NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 JZ2547'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 JZ2547'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2515 ***********************************************************************
 JZ2515  DESIGNATION -  S 243
 JZ2515  PID         -  JZ2515
 JZ2515  STATE/COUNTY-  IN/HANCOCK
 JZ2515  COUNTRY     -  US
 JZ2515  USGS QUAD   -  GREENFIELD (2019)
 JZ2515
 JZ2515                         *CURRENT SURVEY CONTROL
 JZ2515  ______________________________________________________________________
 JZ2515* NAD 83(1986) POSITION- 39 47 05.7    (N) 085 46 06.7    (W)   HD_HELD2
 JZ2515* NAVD 88 ORTHO HEIGHT -   270.516 (meters)      887.52  (feet) ADJUSTED
 JZ2515  ______________________________________________________________________
 JZ2515  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 JZ2515  DYNAMIC HEIGHT  -        270.361 (meters)      887.01  (feet) COMP
 JZ2515  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2515
 JZ2515  VERT ORDER      -  SECOND    CLASS 0
 JZ2515
 JZ2515.The horizontal coordinates were established by autonomous hand held GPS
 JZ2515.observations and have an estimated accuracy of +/- 10 meters.
 JZ2515
 JZ2515.The orthometric height was determined by differential leveling and
 JZ2515.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2515.in June 1991.
 JZ2515
 JZ2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2515.GEOID18 height accuracy estimate available here.
 JZ2515
 JZ2515.Click photographs - Photos may exist for this station.
 JZ2515
 JZ2515.The dynamic height is computed by dividing the NAVD 88
 JZ2515.geopotential number by the normal gravity value computed on the
 JZ2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2515.degrees latitude (g = 980.6199 gals.).
 JZ2515
 JZ2515.The modeled gravity was interpolated from observed gravity values.
 JZ2515
 JZ2515;                    North         East    Units  Estimated Accuracy
 JZ2515;SPC IN E     -   503,642.       91,275.      MT  (+/- 10 meters HH2 GPS)
 JZ2515
 JZ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0544804610(NAD 83)
 JZ2515
 JZ2515                          SUPERSEDED SURVEY CONTROL
 JZ2515
 JZ2515  NGVD 29 (??/??/92)  270.636  (m)          887.91   (f) ADJ UNCH    2 0
 JZ2515
 JZ2515.Superseded values are not recommended for survey control.
 JZ2515
 JZ2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2515.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2515
 JZ2515_MARKER: DB = BENCH MARK DISK
 JZ2515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2515_SP_SET: BUILDING
 JZ2515_STAMPING: S 243 1947
 JZ2515_MARK LOGO: CGS
 JZ2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2515+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 JZ2515
 JZ2515  HISTORY     - Date     Condition        Report By
 JZ2515  HISTORY     - 1947     MONUMENTED       CGS
 JZ2515  HISTORY     - 19970101 GOOD             IN-059
 JZ2515  HISTORY     - 20041021 GOOD             GEOCAC
 JZ2515  HISTORY     - 20230906 GOOD             USPSQD
 JZ2515
 JZ2515                          STATION DESCRIPTION
 JZ2515
 JZ2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2515'AT GREENFIELD.
 JZ2515'AT GREENFIELD, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 JZ2515'CORNER OF THE HANCOCK COUNTY COURTHOUSE, 1.1 FOOT SOUTH OF THE
 JZ2515'CORNER AND 1 FOOT ABOVE THE GROUND, 2.4 FEET BELOW THE BOTTOM
 JZ2515'EDGE OF THE CORNER STONE.
 JZ2515
 JZ2515                          STATION RECOVERY (1997)
 JZ2515
 JZ2515'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1997 (DWS)
 JZ2515'EXCELLENT.
 JZ2515
 JZ2515                          STATION RECOVERY (2004)
 JZ2515
 JZ2515'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JZ2515'RECOVERED IN GOOD CONDITION.
 JZ2515
 JZ2515                          STATION RECOVERY (2023)
 JZ2515
 JZ2515'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 JZ2515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0169 ***********************************************************************
 KA0169  DESIGNATION -  S 245
 KA0169  PID         -  KA0169
 KA0169  STATE/COUNTY-  IN/MARION
 KA0169  COUNTRY     -  US
 KA0169  USGS QUAD   -  BEECH GROVE (2019)
 KA0169
 KA0169                         *CURRENT SURVEY CONTROL
 KA0169  ______________________________________________________________________
 KA0169* NAD 83(1986) POSITION- 39 41 17.     (N) 086 01 06.     (W)   SCALED
 KA0169* NAVD 88 ORTHO HEIGHT -   259.518 (meters)      851.44  (feet) ADJUSTED
 KA0169  ______________________________________________________________________
 KA0169  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 KA0169  DYNAMIC HEIGHT  -        259.370 (meters)      850.95  (feet) COMP
 KA0169  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 KA0169
 KA0169  VERT ORDER      -  FIRST     CLASS II
 KA0169
 KA0169.The horizontal coordinates were scaled from a map and have
 KA0169.an estimated accuracy of +/- 6 seconds.
 KA0169
 KA0169.The orthometric height was determined by differential leveling and
 KA0169.adjusted by the NATIONAL GEODETIC SURVEY
 KA0169.in June 1991.
 KA0169
 KA0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0169.GEOID18 height accuracy estimate available here.
 KA0169
 KA0169.Click photographs - Photos may exist for this station.
 KA0169
 KA0169.The dynamic height is computed by dividing the NAVD 88
 KA0169.geopotential number by the normal gravity value computed on the
 KA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0169.degrees latitude (g = 980.6199 gals.).
 KA0169
 KA0169.The modeled gravity was interpolated from observed gravity values.
 KA0169
 KA0169;                    North         East    Units  Estimated Accuracy
 KA0169;SPC IN E     -   492,940.       69,840.      MT  (+/- 180 meters Scaled)
 KA0169
 KA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ841935(NAD 83)
 KA0169
 KA0169                          SUPERSEDED SURVEY CONTROL
 KA0169
 KA0169  NGVD 29 (??/??/92)  259.632  (m)          851.81   (f) ADJ UNCH    1 2
 KA0169
 KA0169.Superseded values are not recommended for survey control.
 KA0169
 KA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0169.See file dsdata.pdf to determine how the superseded data were derived.
 KA0169
 KA0169_MARKER: DB = BENCH MARK DISK
 KA0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0169_STAMPING: S 245 1947
 KA0169_MARK LOGO: CGS
 KA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0169+STABILITY: SURFACE MOTION
 KA0169
 KA0169  HISTORY     - Date     Condition        Report By
 KA0169  HISTORY     - 1947     MONUMENTED       CGS
 KA0169  HISTORY     - 1976     GOOD             LOCSUR
 KA0169  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0169
 KA0169                          STATION DESCRIPTION
 KA0169
 KA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0169'3.4 MI NW FROM ACTON.
 KA0169'ABOUT 3.45 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0169'FROM THE STATION AT ACTON, ABOUT 8 POLES NORTHWEST OF MILE
 KA0169'POST 100, SET IN THE NORTH ANGLE OF A NORTH-SOUTH BLACK TOP ROAD
 KA0169'CROSSING (FRANKLIN ROAD), 23.5 FEET NORTHEAST OF THE NORTHEAST
 KA0169'RAIL, 26 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 12.5
 KA0169'FEET SOUTH OF A POWER POLE, 11.5 FEET SOUTHEAST OF THE FENCE
 KA0169'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW
 KA0169'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0169'4 INCHES.
 KA0169
 KA0169                          STATION RECOVERY (1976)
 KA0169
 KA0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0169'RECOVERED IN GOOD CONDITION.
 KA0169
 KA0169                          STATION RECOVERY (1986)
 KA0169
 KA0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1112 ***********************************************************************
 LA1112  DESIGNATION -  S 246
 LA1112  PID         -  LA1112
 LA1112  STATE/COUNTY-  IN/RANDOLPH
 LA1112  COUNTRY     -  US
 LA1112  USGS QUAD   -  MODOC (2019)
 LA1112
 LA1112                         *CURRENT SURVEY CONTROL
 LA1112  ______________________________________________________________________
 LA1112* NAD 83(1986) POSITION- 40 03 43.     (N) 085 11 22.     (W)   SCALED
 LA1112* NAVD 88 ORTHO HEIGHT -   343.013 (meters)     1125.37  (feet) ADJUSTED
 LA1112  ______________________________________________________________________
 LA1112  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LA1112  DYNAMIC HEIGHT  -        342.826 (meters)     1124.76  (feet) COMP
 LA1112  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 LA1112
 LA1112  VERT ORDER      -  SECOND    CLASS 0
 LA1112
 LA1112.The horizontal coordinates were scaled from a map and have
 LA1112.an estimated accuracy of +/- 6 seconds.
 LA1112
 LA1112.The orthometric height was determined by differential leveling and
 LA1112.adjusted by the NATIONAL GEODETIC SURVEY
 LA1112.in June 1991.
 LA1112
 LA1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1112.GEOID18 height accuracy estimate available here.
 LA1112
 LA1112.Click photographs - Photos may exist for this station.
 LA1112
 LA1112.The dynamic height is computed by dividing the NAVD 88
 LA1112.geopotential number by the normal gravity value computed on the
 LA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1112.degrees latitude (g = 980.6199 gals.).
 LA1112
 LA1112.The modeled gravity was interpolated from observed gravity values.
 LA1112
 LA1112;                    North         East    Units  Estimated Accuracy
 LA1112;SPC IN E     -   534,510.      140,710.      MT  (+/- 180 meters Scaled)
 LA1112
 LA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK544362(NAD 83)
 LA1112
 LA1112                          SUPERSEDED SURVEY CONTROL
 LA1112
 LA1112  NGVD 29 (??/??/92)  343.148  (m)         1125.81   (f) ADJ UNCH    2 0
 LA1112
 LA1112.Superseded values are not recommended for survey control.
 LA1112
 LA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1112.See file dsdata.pdf to determine how the superseded data were derived.
 LA1112
 LA1112_MARKER: DB = BENCH MARK DISK
 LA1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1112_STAMPING: S 246 1947
 LA1112_MARK LOGO: CGS
 LA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1112+STABILITY: SURFACE MOTION
 LA1112
 LA1112  HISTORY     - Date     Condition        Report By
 LA1112  HISTORY     - 1947     MONUMENTED       CGS
 LA1112
 LA1112                          STATION DESCRIPTION
 LA1112
 LA1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1112'4.4 MI NW FROM MODOC.
 LA1112'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 LA1112'OF U.S. HIGHWAY 36 AT MODOC, THENCE ABOUT 3.35 MILES WEST ALONG
 LA1112'A GRAVEL ROAD, ABOUT 0.35 MILE WEST OF A BLACK TOP ROAD CROSSING,
 LA1112'AT THE NORTHWEST CORNER OF THE CHURCH YARD OF THE MT. ZION
 LA1112'CONGREGATIONAL CHRISTIAN CHURCH, 78 FEET WEST-NORTHWEST OF THE
 LA1112'NORTHWEST CORNER OF THE CHURCH, 34 FEET SOUTH OF THE CENTER
 LA1112'LINE OF THE ROAD, 15 FEET SOUTH OF A FENCE CORNER, 3 FEET EAST
 LA1112'OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LA1112'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 LA1112'REACHED FROM THE BLOUNTSVILE CHRISTIAN CHURCH AT BLOUNTSVILLE,
 LA1112'HENRY COUNTY BY GOING ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD,
 LA1112'THENCE ABOUT 0.25 MILE NORTH AND 1.55 MILE EAST ALONG A GRAVEL
 LA1112'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1528 ***********************************************************************
 LA1528  DESIGNATION -  S 247
 LA1528  PID         -  LA1528
 LA1528  STATE/COUNTY-  IN/MADISON
 LA1528  COUNTRY     -  US
 LA1528  USGS QUAD   -  MIDDLETOWN (2019)
 LA1528
 LA1528                         *CURRENT SURVEY CONTROL
 LA1528  ______________________________________________________________________
 LA1528* NAD 83(1986) POSITION- 40 00 16.     (N) 085 36 54.     (W)   SCALED
 LA1528* NAVD 88 ORTHO HEIGHT -   285.788 (meters)      937.62  (feet) ADJUSTED
 LA1528  ______________________________________________________________________
 LA1528  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LA1528  DYNAMIC HEIGHT  -        285.630 (meters)      937.10  (feet) COMP
 LA1528  MODELED GRAVITY -    980,067.6   (mgal)                       NAVD 88
 LA1528
 LA1528  VERT ORDER      -  SECOND    CLASS 0
 LA1528
 LA1528.The horizontal coordinates were scaled from a map and have
 LA1528.an estimated accuracy of +/- 6 seconds.
 LA1528
 LA1528.The orthometric height was determined by differential leveling and
 LA1528.adjusted by the NATIONAL GEODETIC SURVEY
 LA1528.in June 1991.
 LA1528
 LA1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1528.GEOID18 height accuracy estimate available here.
 LA1528
 LA1528.Click photographs - Photos may exist for this station.
 LA1528
 LA1528.The dynamic height is computed by dividing the NAVD 88
 LA1528.geopotential number by the normal gravity value computed on the
 LA1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1528.degrees latitude (g = 980.6199 gals.).
 LA1528
 LA1528.The modeled gravity was interpolated from observed gravity values.
 LA1528
 LA1528;                    North         East    Units  Estimated Accuracy
 LA1528;SPC IN E     -   528,010.      104,410.      MT  (+/- 180 meters Scaled)
 LA1528
 LA1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK182291(NAD 83)
 LA1528
 LA1528                          SUPERSEDED SURVEY CONTROL
 LA1528
 LA1528  NGVD 29 (??/??/92)  285.919  (m)          938.05   (f) ADJ UNCH    2 0
 LA1528
 LA1528.Superseded values are not recommended for survey control.
 LA1528
 LA1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1528.See file dsdata.pdf to determine how the superseded data were derived.
 LA1528
 LA1528_MARKER: DB = BENCH MARK DISK
 LA1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1528_SP_SET: CULVERT HEADWALL
 LA1528_STAMPING: S 247 1947
 LA1528_MARK LOGO: CGS
 LA1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1528+STABILITY: SURFACE MOTION
 LA1528
 LA1528  HISTORY     - Date     Condition        Report By
 LA1528  HISTORY     - 1947     MONUMENTED       CGS
 LA1528
 LA1528                          STATION DESCRIPTION
 LA1528
 LA1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1528'1 MI E FROM EMPORIA.
 LA1528'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE JUNCTION
 LA1528'OF STATE HIGHWAY 109 AT EMPORIA, AT A CROSS ROAD (BLACK TOP-SOUTH
 LA1528'AND GRAVEL NORTH), 130 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA1528'ROAD, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 LA1528'TOP OF THE WEST END OF THE 5 FOOT CONCRETE HEAD WALL OF A 16-INCH
 LA1528'PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1529 ***********************************************************************
 LA1529  DESIGNATION -  S 247 RESET
 LA1529  PID         -  LA1529
 LA1529  STATE/COUNTY-  IN/MADISON
 LA1529  COUNTRY     -  US
 LA1529  USGS QUAD   -  MIDDLETOWN (2019)
 LA1529
 LA1529                         *CURRENT SURVEY CONTROL
 LA1529  ______________________________________________________________________
 LA1529* NAD 83(1986) POSITION- 40 00 15.98   (N) 085 36 54.65   (W)   HD_HELD1
 LA1529* NAVD 88 ORTHO HEIGHT -   285.44  (meters)      936.5   (feet) RESET
 LA1529  ______________________________________________________________________
 LA1529  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LA1529  VERT ORDER      -  THIRD
 LA1529
 LA1529.The horizontal coordinates were determined by differentially corrected
 LA1529.hand held GPS observations or other comparable positioning techniques
 LA1529.and have an estimated accuracy of +/- 3 meters.
 LA1529
 LA1529.The orthometric height was computed from unverified reset data.
 LA1529
 LA1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1529.GEOID18 height accuracy estimate available here.
 LA1529
 LA1529.Click photographs - Photos may exist for this station.
 LA1529
 LA1529;                    North         East    Units  Estimated Accuracy
 LA1529;SPC IN E     -   528,011.8     104,396.2     MT  (+/- 3 meters HH1 GPS) 
 LA1529
 LA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1820229168(NAD 83)
 LA1529
 LA1529                          SUPERSEDED SURVEY CONTROL
 LA1529
 LA1529  NGVD 29 (??/??/??)  285.57   (m)          936.9    (f) RESET       3  
 LA1529
 LA1529.Superseded values are not recommended for survey control.
 LA1529
 LA1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1529.See file dsdata.pdf to determine how the superseded data were derived.
 LA1529
 LA1529_MARKER: DB = BENCH MARK DISK
 LA1529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1529_SP_SET: CULVERT HEADWALL
 LA1529_STAMPING: S 247 RESET 1960
 LA1529_MARK LOGO: CGS
 LA1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1529+STABILITY: SURFACE MOTION
 LA1529
 LA1529  HISTORY     - Date     Condition        Report By
 LA1529  HISTORY     - 1960     MONUMENTED       CGS
 LA1529  HISTORY     - 1961     GOOD             CGS
 LA1529
 LA1529                          STATION DESCRIPTION
 LA1529
 LA1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1529'1 MI E FROM EMPORIA.
 LA1529'THIS MARK IS LOCATED 1.05 MILES EAST ALONG U.S. HIGHWAY FROM
 LA1529'THE JUNCTION OF STATE HIGHWAY 109 AT EMPORIA, AT A CROSS ROAD
 LA1529'(BLACK TOP-SOUTH AND NORTH), 130 FEET WEST OF THE CENTERLINE OF
 LA1529'THE CROSS ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LA1529'IN THE CENTER OF A 6 FT-8 IN CONCRETE HEADWALL OF A 36 X 22 INCH
 LA1529'PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2554 ***********************************************************************
 LA2554  DESIGNATION -  S 248 RESET
 LA2554  PID         -  LA2554
 LA2554  STATE/COUNTY-  IN/HENRY
 LA2554  COUNTRY     -  US
 LA2554  USGS QUAD   -  MIDDLETOWN (2019)
 LA2554
 LA2554                         *CURRENT SURVEY CONTROL
 LA2554  ______________________________________________________________________
 LA2554* NAD 83(1986) POSITION- 40 01 10.     (N) 085 31 40.     (W)   SCALED
 LA2554* NAVD 88 ORTHO HEIGHT -   300.79  (meters)      986.8   (feet) RESET
 LA2554  ______________________________________________________________________
 LA2554  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 LA2554  VERT ORDER      -  THIRD
 LA2554
 LA2554.The horizontal coordinates were scaled from a map and have
 LA2554.an estimated accuracy of +/- 6 seconds.
 LA2554
 LA2554.The orthometric height was computed from unverified reset data.
 LA2554
 LA2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2554.GEOID18 height accuracy estimate available here.
 LA2554
 LA2554.Click photographs - Photos may exist for this station.
 LA2554
 LA2554;                    North         East    Units  Estimated Accuracy
 LA2554;SPC IN E     -   529,690.      111,860.      MT  (+/- 180 meters Scaled)
 LA2554
 LA2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256309(NAD 83)
 LA2554
 LA2554                          SUPERSEDED SURVEY CONTROL
 LA2554
 LA2554  NGVD 29 (08/22/16)  300.92   (m)          987.3    (f) RESET       3  
 LA2554
 LA2554.Superseded values are not recommended for survey control.
 LA2554
 LA2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2554.See file dsdata.pdf to determine how the superseded data were derived.
 LA2554
 LA2554_MARKER: DV = VERTICAL CONTROL DISK
 LA2554_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA2554_SP_SET: BRIDGE ABUTMENT
 LA2554_STAMPING: S 248 RESET 1986
 LA2554_MARK LOGO: NGS
 LA2554_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2554
 LA2554  HISTORY     - Date     Condition        Report By
 LA2554  HISTORY     - 1986     MONUMENTED       NGS
 LA2554
 LA2554                          STATION DESCRIPTION
 LA2554
 LA2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2554'2.5 MILES (4.0 KM) SOUTH ALONG STATE ROUTE 236 FROM THE POLICE STATION
 LA2554'WHICH WAS THE POST OFFICE ORIGINALLY IN MIDDLETOWN TO THE BRIDGE OVER
 LA2554'DEER CREEK AND THE MARK ON RIGHT, IN THE SOUTHWEST ABUTMENT OF BRIDGE
 LA2554'NO. 85-12R 1985.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1143 ***********************************************************************
 LA1143  DESIGNATION -  S 249
 LA1143  PID         -  LA1143
 LA1143  STATE/COUNTY-  IN/DELAWARE
 LA1143  COUNTRY     -  US
 LA1143  USGS QUAD   -  FARMLAND (2019)
 LA1143
 LA1143                         *CURRENT SURVEY CONTROL
 LA1143  ______________________________________________________________________
 LA1143* NAD 83(1986) POSITION- 40 08 26.91   (N) 085 14 04.90   (W)   HD_HELD1
 LA1143* NAVD 88 ORTHO HEIGHT -   315.740 (meters)     1035.89  (feet) ADJUSTED
 LA1143  ______________________________________________________________________
 LA1143  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 LA1143  DYNAMIC HEIGHT  -        315.570 (meters)     1035.33  (feet) COMP
 LA1143  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LA1143
 LA1143  VERT ORDER      -  SECOND    CLASS 0
 LA1143
 LA1143.The horizontal coordinates were determined by differentially corrected
 LA1143.hand held GPS observations or other comparable positioning techniques
 LA1143.and have an estimated accuracy of +/- 3 meters.
 LA1143
 LA1143.The orthometric height was determined by differential leveling and
 LA1143.adjusted by the NATIONAL GEODETIC SURVEY
 LA1143.in June 1991.
 LA1143
 LA1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1143.GEOID18 height accuracy estimate available here.
 LA1143
 LA1143.Click photographs - Photos may exist for this station.
 LA1143
 LA1143.The dynamic height is computed by dividing the NAVD 88
 LA1143.geopotential number by the normal gravity value computed on the
 LA1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1143.degrees latitude (g = 980.6199 gals.).
 LA1143
 LA1143.The modeled gravity was interpolated from observed gravity values.
 LA1143
 LA1143;                    North         East    Units  Estimated Accuracy
 LA1143;SPC IN E     -   543,241.4     136,810.7     MT  (+/- 3 meters HH1 GPS) 
 LA1143
 LA1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5038044879(NAD 83)
 LA1143
 LA1143                          SUPERSEDED SURVEY CONTROL
 LA1143
 LA1143  NGVD 29 (??/??/92)  315.877  (m)         1036.34   (f) ADJ UNCH    2 0
 LA1143
 LA1143.Superseded values are not recommended for survey control.
 LA1143
 LA1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1143.See file dsdata.pdf to determine how the superseded data were derived.
 LA1143
 LA1143_MARKER: DB = BENCH MARK DISK
 LA1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1143_STAMPING: S 249 1947
 LA1143_MARK LOGO: CGS
 LA1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1143+STABILITY: SURFACE MOTION
 LA1143
 LA1143  HISTORY     - Date     Condition        Report By
 LA1143  HISTORY     - 1947     MONUMENTED       CGS
 LA1143
 LA1143                          STATION DESCRIPTION
 LA1143
 LA1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1143'5.9 MI SE FROM SELMA.
 LA1143'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1143'SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 LA1143'ABOUT 2.9 MILES EAST AND SOUTH ALONG A GRAVEL ROAD, ABOUT 0.9
 LA1143'MILE SOUTH OF A BLACK TOP CROSS ROAD, 0.4 MILE NORTH OF A GRAVEL
 LA1143'CROSS ROAD, AT THE TOP OF A SLIGHT GRADE, 15 FEET EAST OF THE
 LA1143'CENTER LINE OF THE ROAD, 136 FEET NORTH OF THE PROLONGED CENTER
 LA1143'LINE OF A DRIVE TO THE IVAN LAWSON FARM ON THE WEST SIDE OF THE
 LA1143'ROAD, 36 FEET SOUTH OF THE CENTER LINE OF A DRIVE TO THE C.L.
 LA1143'BOWERS FARM ON THE EAST SIDE OF THE ROAD, 27 FEET SOUTH OF A
 LA1143'FENCE CORNER, 13.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST
 LA1143'OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA1143'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1143'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 LA1143'SCHOOL AT BLOUNTSVILLE, HENRY COUNTY, BY GOING ABOUT 2.15 MILES
 LA1143'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE EAST AND
 LA1143'3.5 MILES NORTH ALONG GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0043 ***********************************************************************
 LB0043  DESIGNATION -  S 25
 LB0043  PID         -  LB0043
 LB0043  STATE/COUNTY-  IN/FULTON
 LB0043  COUNTRY     -  US
 LB0043  USGS QUAD   -  GRASS CREEK (2019)
 LB0043
 LB0043                         *CURRENT SURVEY CONTROL
 LB0043  ______________________________________________________________________
 LB0043* NAD 83(1986) POSITION- 40 55 00.     (N) 086 24 13.     (W)   SCALED
 LB0043* NAVD 88 ORTHO HEIGHT -   236.980 (meters)      777.49  (feet) ADJUSTED
 LB0043  ______________________________________________________________________
 LB0043  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 LB0043  DYNAMIC HEIGHT  -        236.876 (meters)      777.15  (feet) COMP
 LB0043  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 LB0043
 LB0043  VERT ORDER      -  SECOND    CLASS 0
 LB0043
 LB0043.The horizontal coordinates were scaled from a map and have
 LB0043.an estimated accuracy of +/- 6 seconds.
 LB0043
 LB0043.The orthometric height was determined by differential leveling and
 LB0043.adjusted by the NATIONAL GEODETIC SURVEY
 LB0043.in June 1991.
 LB0043
 LB0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0043.GEOID18 height accuracy estimate available here.
 LB0043
 LB0043.Click photographs - Photos may exist for this station.
 LB0043
 LB0043.The dynamic height is computed by dividing the NAVD 88
 LB0043.geopotential number by the normal gravity value computed on the
 LB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0043.degrees latitude (g = 980.6199 gals.).
 LB0043
 LB0043.The modeled gravity was interpolated from observed gravity values.
 LB0043
 LB0043;                    North         East    Units  Estimated Accuracy
 LB0043;SPC IN E     -   629,570.       37,920.      MT  (+/- 180 meters Scaled)
 LB0043
 LB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502296(NAD 83)
 LB0043
 LB0043                          SUPERSEDED SURVEY CONTROL
 LB0043
 LB0043  NGVD 29 (??/??/92)  237.098  (m)          777.88   (f) ADJ UNCH    2 0
 LB0043
 LB0043.Superseded values are not recommended for survey control.
 LB0043
 LB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0043.See file dsdata.pdf to determine how the superseded data were derived.
 LB0043
 LB0043_MARKER: DB = BENCH MARK DISK
 LB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0043_STAMPING: S 25 1934
 LB0043_MARK LOGO: CGS
 LB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0043+STABILITY: SURFACE MOTION
 LB0043
 LB0043  HISTORY     - Date     Condition        Report By
 LB0043  HISTORY     - 1934     MONUMENTED       CGS
 LB0043  HISTORY     - 1946     GOOD             CGS
 LB0043
 LB0043                          STATION DESCRIPTION
 LB0043
 LB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0043'2.1 MI S FROM GRASSCREEK.
 LB0043'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0043'AT GRASSCREEK, 0.1 MILE SOUTH OF MILE POST 128, SET IN THE
 LB0043'SOUTHEAST QUARTER OF A DIRT ROAD CROSSING, 35 FEET EAST OF THE
 LB0043'EAST RAIL, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18.5
 LB0043'FEET NORTH OF A TELEPHONE POLE, AND IN LINE WITH THE ROW OF
 LB0043'POLES, 12 FEET WEST OF THE RIGHT-OF-WAY FENCE, LEVEL WITH THE
 LB0043'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1159 ***********************************************************************
 LA1159  DESIGNATION -  S 250
 LA1159  PID         -  LA1159
 LA1159  STATE/COUNTY-  IN/DELAWARE
 LA1159  COUNTRY     -  US
 LA1159  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1159
 LA1159                         *CURRENT SURVEY CONTROL
 LA1159  ______________________________________________________________________
 LA1159* NAD 83(1986) POSITION- 40 06 12.     (N) 085 22 15.     (W)   SCALED
 LA1159* NAVD 88 ORTHO HEIGHT -   299.743 (meters)      983.41  (feet) ADJUSTED
 LA1159  ______________________________________________________________________
 LA1159  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LA1159  DYNAMIC HEIGHT  -        299.580 (meters)      982.87  (feet) COMP
 LA1159  MODELED GRAVITY -    980,076.0   (mgal)                       NAVD 88
 LA1159
 LA1159  VERT ORDER      -  SECOND    CLASS 0
 LA1159
 LA1159.The horizontal coordinates were scaled from a map and have
 LA1159.an estimated accuracy of +/- 6 seconds.
 LA1159
 LA1159.The orthometric height was determined by differential leveling and
 LA1159.adjusted by the NATIONAL GEODETIC SURVEY
 LA1159.in June 1991.
 LA1159
 LA1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1159.GEOID18 height accuracy estimate available here.
 LA1159
 LA1159.Click photographs - Photos may exist for this station.
 LA1159
 LA1159.The dynamic height is computed by dividing the NAVD 88
 LA1159.geopotential number by the normal gravity value computed on the
 LA1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1159.degrees latitude (g = 980.6199 gals.).
 LA1159
 LA1159.The modeled gravity was interpolated from observed gravity values.
 LA1159
 LA1159;                    North         East    Units  Estimated Accuracy
 LA1159;SPC IN E     -   539,030.      125,220.      MT  (+/- 180 meters Scaled)
 LA1159
 LA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK388404(NAD 83)
 LA1159
 LA1159                          SUPERSEDED SURVEY CONTROL
 LA1159
 LA1159  NGVD 29 (??/??/92)  299.876  (m)          983.84   (f) ADJ UNCH    2 0
 LA1159
 LA1159.Superseded values are not recommended for survey control.
 LA1159
 LA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1159.See file dsdata.pdf to determine how the superseded data were derived.
 LA1159
 LA1159_MARKER: DB = BENCH MARK DISK
 LA1159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1159_SP_SET: CULVERT HEADWALL
 LA1159_STAMPING: S 250 1947
 LA1159_MARK LOGO: CGS
 LA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1159+STABILITY: SURFACE MOTION
 LA1159
 LA1159  HISTORY     - Date     Condition        Report By
 LA1159  HISTORY     - 1947     MONUMENTED       CGS
 LA1159  HISTORY     - 1961     GOOD             CGS
 LA1159
 LA1159                          STATION DESCRIPTION
 LA1159
 LA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1159'4.1 MI N FROM SPRINGPORT.
 LA1159'4.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 LA1159'SPRINGPORT, ABOUT 0.35 MILE SOUTH OF A CROSS ROAD, ABOUT 50
 LA1159'YARDS SOUTH OF THE PROLONGED CENTER LINE OF A PRIVATE ROAD
 LA1159'LEADING EAST TO A FARM, SET IN THE TOP OF THE SOUTH END OF THE
 LA1159'9-FOOT CONCRETE HEAD WALL OF A 22-INCH PIPE CULVERT, 18 FEET
 LA1159'WEST OF AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE HIGHWAY
 LA1159'HAS BEEN MADE A DUAL HIGHWAY BY THE CONSTRUCTION OF N-BOUND LANES
 LA1159'ON THE E SIDE OF THE OLD HIGHWAY OF THE ORIGIANL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1644 ***********************************************************************
 JZ1644  DESIGNATION -  S 251 RESET
 JZ1644  PID         -  JZ1644
 JZ1644  STATE/COUNTY-  IN/HENRY
 JZ1644  COUNTRY     -  US
 JZ1644  USGS QUAD   -  DUNREITH (2019)
 JZ1644
 JZ1644                         *CURRENT SURVEY CONTROL
 JZ1644  ______________________________________________________________________
 JZ1644* NAD 83(1986) POSITION- 39 51 35.     (N) 085 24 19.     (W)   SCALED
 JZ1644* NAVD 88 ORTHO HEIGHT -   328.45  (meters)     1077.6   (feet) RESET
 JZ1644  ______________________________________________________________________
 JZ1644  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 JZ1644  VERT ORDER      -  THIRD
 JZ1644
 JZ1644.The horizontal coordinates were scaled from a map and have
 JZ1644.an estimated accuracy of +/- 6 seconds.
 JZ1644
 JZ1644.The orthometric height was computed from unverified reset data.
 JZ1644
 JZ1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1644.GEOID18 height accuracy estimate available here.
 JZ1644
 JZ1644.Click photographs - Photos may exist for this station.
 JZ1644
 JZ1644;                    North         East    Units  Estimated Accuracy
 JZ1644;SPC IN E     -   511,980.      122,370.      MT  (+/- 180 meters Scaled)
 JZ1644
 JZ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK364134(NAD 83)
 JZ1644
 JZ1644                          SUPERSEDED SURVEY CONTROL
 JZ1644
 JZ1644.No superseded survey control is available for this station.
 JZ1644
 JZ1644_MARKER: DB = BENCH MARK DISK
 JZ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1644_STAMPING: S 251 RESET 1970
 JZ1644_MARK LOGO: CGS
 JZ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1644+STABILITY: SURFACE MOTION
 JZ1644
 JZ1644  HISTORY     - Date     Condition        Report By
 JZ1644  HISTORY     - 1970     MONUMENTED       NGS
 JZ1644
 JZ1644                          STATION DESCRIPTION
 JZ1644
 JZ1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1644'5.4 MI S FROM NEW CASTLE.
 JZ1644'5.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 JZ1644'STATE HIGHWAY 38 AT NEW CASTLE, 2 FEET EAST OF A FENCE, 35
 JZ1644'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 12 FEET SOUTH
 JZ1644'OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST, 80 FEET
 JZ1644'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF STATE HIGHWAY
 JZ1644'3, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1508 ***********************************************************************
 JZ1508  DESIGNATION -  S 252
 JZ1508  PID         -  JZ1508
 JZ1508  STATE/COUNTY-  IN/HENRY
 JZ1508  COUNTRY     -  US
 JZ1508  USGS QUAD   -  DUNREITH (2019)
 JZ1508
 JZ1508                         *CURRENT SURVEY CONTROL
 JZ1508  ______________________________________________________________________
 JZ1508* NAD 83(1986) POSITION- 39 48 07.     (N) 085 27 15.     (W)   SCALED
 JZ1508* NAVD 88 ORTHO HEIGHT -   314.246 (meters)     1030.99  (feet) ADJUSTED
 JZ1508  ______________________________________________________________________
 JZ1508  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 JZ1508  DYNAMIC HEIGHT  -        314.067 (meters)     1030.40  (feet) COMP
 JZ1508  MODELED GRAVITY -    980,046.2   (mgal)                       NAVD 88
 JZ1508
 JZ1508  VERT ORDER      -  SECOND    CLASS 0
 JZ1508
 JZ1508.The horizontal coordinates were scaled from a map and have
 JZ1508.an estimated accuracy of +/- 6 seconds.
 JZ1508
 JZ1508.The orthometric height was determined by differential leveling and
 JZ1508.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1508.in June 1991.
 JZ1508
 JZ1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1508.GEOID18 height accuracy estimate available here.
 JZ1508
 JZ1508.Click photographs - Photos may exist for this station.
 JZ1508
 JZ1508.The dynamic height is computed by dividing the NAVD 88
 JZ1508.geopotential number by the normal gravity value computed on the
 JZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1508.degrees latitude (g = 980.6199 gals.).
 JZ1508
 JZ1508.The modeled gravity was interpolated from observed gravity values.
 JZ1508
 JZ1508;                    North         East    Units  Estimated Accuracy
 JZ1508;SPC IN E     -   505,550.      118,200.      MT  (+/- 180 meters Scaled)
 JZ1508
 JZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK323069(NAD 83)
 JZ1508
 JZ1508                          SUPERSEDED SURVEY CONTROL
 JZ1508
 JZ1508  NGVD 29 (??/??/92)  314.374  (m)         1031.41   (f) ADJ UNCH    2 0
 JZ1508
 JZ1508.Superseded values are not recommended for survey control.
 JZ1508
 JZ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1508.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1508
 JZ1508_MARKER: DB = BENCH MARK DISK
 JZ1508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1508_SP_SET: CULVERT HEADWALL
 JZ1508_STAMPING: S 252 1947
 JZ1508_MARK LOGO: CGS
 JZ1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1508+STABILITY: SURFACE MOTION
 JZ1508
 JZ1508  HISTORY     - Date     Condition        Report By
 JZ1508  HISTORY     - 1947     MONUMENTED       CGS
 JZ1508
 JZ1508                          STATION DESCRIPTION
 JZ1508
 JZ1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1508'1 MI W FROM DUNREITH.
 JZ1508'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1508'AT DUNREITH, ABOUT 0.5 MILE WEST OF THE STATE HIGHWAY 3 OVERPASS,
 JZ1508'ABOUT 80 YARDS NORTHEAST OF PENNSYLVANIA RAILROAD MILEPOST NUMBER
 JZ1508'150, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 22-INCH
 JZ1508'PIPE CULVERT, 34.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 JZ1508'TRAFFIC LANE, 16.5 FEET NORTH OF A CONCRETE RAILROAD CULVERT
 JZ1508'HEADWALL, AND ABOUT 2 FEET BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1569 ***********************************************************************
 JZ1569  DESIGNATION -  S 253
 JZ1569  PID         -  JZ1569
 JZ1569  STATE/COUNTY-  IN/FAYETTE
 JZ1569  COUNTRY     -  US
 JZ1569  USGS QUAD   -  LEWISVILLE (2019)
 JZ1569
 JZ1569                         *CURRENT SURVEY CONTROL
 JZ1569  ______________________________________________________________________
 JZ1569* NAD 83(1986) POSITION- 39 47 15.     (N) 085 18 05.     (W)   SCALED
 JZ1569* NAVD 88 ORTHO HEIGHT -   323.552 (meters)     1061.52  (feet) ADJUSTED
 JZ1569  ______________________________________________________________________
 JZ1569  GEOID HEIGHT    -        -33.958 (meters)                     GEOID18
 JZ1569  DYNAMIC HEIGHT  -        323.364 (meters)     1060.90  (feet) COMP
 JZ1569  MODELED GRAVITY -    980,037.2   (mgal)                       NAVD 88
 JZ1569
 JZ1569  VERT ORDER      -  SECOND    CLASS 0
 JZ1569
 JZ1569.The horizontal coordinates were scaled from a map and have
 JZ1569.an estimated accuracy of +/- 6 seconds.
 JZ1569
 JZ1569.The orthometric height was determined by differential leveling and
 JZ1569.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1569.in June 1991.
 JZ1569
 JZ1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1569.GEOID18 height accuracy estimate available here.
 JZ1569
 JZ1569.Click photographs - Photos may exist for this station.
 JZ1569
 JZ1569.The dynamic height is computed by dividing the NAVD 88
 JZ1569.geopotential number by the normal gravity value computed on the
 JZ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1569.degrees latitude (g = 980.6199 gals.).
 JZ1569
 JZ1569.The modeled gravity was interpolated from observed gravity values.
 JZ1569
 JZ1569;                    North         East    Units  Estimated Accuracy
 JZ1569;SPC IN E     -   503,990.      131,290.      MT  (+/- 180 meters Scaled)
 JZ1569
 JZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK454055(NAD 83)
 JZ1569
 JZ1569                          SUPERSEDED SURVEY CONTROL
 JZ1569
 JZ1569  NGVD 29 (??/??/92)  323.683  (m)         1061.95   (f) ADJ UNCH    2 0
 JZ1569
 JZ1569.Superseded values are not recommended for survey control.
 JZ1569
 JZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1569.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1569
 JZ1569_MARKER: DB = BENCH MARK DISK
 JZ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1569_STAMPING: S 253 1947
 JZ1569_MARK LOGO: CGS
 JZ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1569+STABILITY: SURFACE MOTION
 JZ1569
 JZ1569  HISTORY     - Date     Condition        Report By
 JZ1569  HISTORY     - 1947     MONUMENTED       CGS
 JZ1569
 JZ1569                          STATION DESCRIPTION
 JZ1569
 JZ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1569'1.9 MI SW FROM STRAUGHN.
 JZ1569'ABOUT 1.3 MILE SOUTH AND 0.6 MILE WEST ALONG A PAVED ROAD FROM
 JZ1569'THE PENNSYLVANIA RAILROAD STATION AT STRAUGHN, AT THE JUNCTION
 JZ1569'OF THE EAST-WEST PAVED ROAD WITH A GRAVEL ROAD LEADING SOUTH
 JZ1569'ALONG THE RUSH-FAYETTE COUNTY LINE, AT THE NORTHWEST CORNER OF
 JZ1569'FAYETTE COUNTY, 20 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1569'EAST-WEST ROAD, 75 FEET EAST OF THE CENTER LINE OF THE COUNTY
 JZ1569'LINE ROAD, 53 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 JZ1569'WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1569'ONE-HALF FOOT BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ1569'POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1578 ***********************************************************************
 JZ1578  DESIGNATION -  S 254
 JZ1578  PID         -  JZ1578
 JZ1578  STATE/COUNTY-  IN/WAYNE
 JZ1578  COUNTRY     -  US
 JZ1578  USGS QUAD   -  JACKSONBURG (2019)
 JZ1578
 JZ1578                         *CURRENT SURVEY CONTROL
 JZ1578  ______________________________________________________________________
 JZ1578* NAD 83(1986) POSITION- 39 49 33.     (N) 085 06 29.     (W)   SCALED
 JZ1578* NAVD 88 ORTHO HEIGHT -   313.630 (meters)     1028.97  (feet) ADJUSTED
 JZ1578  ______________________________________________________________________
 JZ1578  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 JZ1578  DYNAMIC HEIGHT  -        313.449 (meters)     1028.37  (feet) COMP
 JZ1578  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 JZ1578
 JZ1578  VERT ORDER      -  SECOND    CLASS 0
 JZ1578
 JZ1578.The horizontal coordinates were scaled from a map and have
 JZ1578.an estimated accuracy of +/- 6 seconds.
 JZ1578
 JZ1578.The orthometric height was determined by differential leveling and
 JZ1578.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1578.in June 1991.
 JZ1578
 JZ1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1578.GEOID18 height accuracy estimate available here.
 JZ1578
 JZ1578.Click photographs - Photos may exist for this station.
 JZ1578
 JZ1578.The dynamic height is computed by dividing the NAVD 88
 JZ1578.geopotential number by the normal gravity value computed on the
 JZ1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1578.degrees latitude (g = 980.6199 gals.).
 JZ1578
 JZ1578.The modeled gravity was interpolated from observed gravity values.
 JZ1578
 JZ1578;                    North         East    Units  Estimated Accuracy
 JZ1578;SPC IN E     -   508,330.      147,820.      MT  (+/- 180 meters Scaled)
 JZ1578
 JZ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK619101(NAD 83)
 JZ1578
 JZ1578                          SUPERSEDED SURVEY CONTROL
 JZ1578
 JZ1578  NGVD 29 (??/??/92)  313.770  (m)         1029.43   (f) ADJ UNCH    2 0
 JZ1578
 JZ1578.Superseded values are not recommended for survey control.
 JZ1578
 JZ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1578.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1578
 JZ1578_MARKER: DB = BENCH MARK DISK
 JZ1578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1578_SP_SET: CULVERT HEADWALL
 JZ1578_STAMPING: S 254 1947
 JZ1578_MARK LOGO: CGS
 JZ1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1578+STABILITY: SURFACE MOTION
 JZ1578
 JZ1578  HISTORY     - Date     Condition        Report By
 JZ1578  HISTORY     - 1947     MONUMENTED       CGS
 JZ1578
 JZ1578                          STATION DESCRIPTION
 JZ1578
 JZ1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1578'0.8 MI N FROM PENNVILLE.
 JZ1578'ABOUT 0.8 MILE NORTH ALONG A PAVED ROAD FROM THE JUNCTION WITH
 JZ1578'U.S. HIGHWAY 40 AT PENNVILLE, IN THE TOP OF THE NORTH END OF THE
 JZ1578'WEST HEADWALL OF A 48-INCH PIPE CULVERT, 12.5 FEET WEST OF THE
 JZ1578'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
 JZ1578'NOTE-- THIS MARK MAY BE REACHED FROM JACKSONBURG BY GOING SOUTH
 JZ1578'ALONG A PAVED ROAD FROM THE CHRISTIAN CHURCH FOR ABOUT 1.75
 JZ1578'MILE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1191 ***********************************************************************
 JZ1191  DESIGNATION -  S 255
 JZ1191  PID         -  JZ1191
 JZ1191  STATE/COUNTY-  IN/WAYNE
 JZ1191  COUNTRY     -  US
 JZ1191  USGS QUAD   -  RICHMOND (2019)
 JZ1191
 JZ1191                         *CURRENT SURVEY CONTROL
 JZ1191  ______________________________________________________________________
 JZ1191* NAD 83(1986) POSITION- 39 46 39.     (N) 084 55 38.     (W)   SCALED
 JZ1191* NAVD 88 ORTHO HEIGHT -   279.780 (meters)      917.91  (feet) ADJUSTED
 JZ1191  ______________________________________________________________________
 JZ1191  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JZ1191  DYNAMIC HEIGHT  -        279.619 (meters)      917.38  (feet) COMP
 JZ1191  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 JZ1191
 JZ1191  VERT ORDER      -  SECOND    CLASS 0
 JZ1191
 JZ1191.The horizontal coordinates were scaled from a map and have
 JZ1191.an estimated accuracy of +/- 6 seconds.
 JZ1191
 JZ1191.The orthometric height was determined by differential leveling and
 JZ1191.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1191.in June 1991.
 JZ1191
 JZ1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1191.GEOID18 height accuracy estimate available here.
 JZ1191
 JZ1191.Click photographs - Photos may exist for this station.
 JZ1191
 JZ1191.The dynamic height is computed by dividing the NAVD 88
 JZ1191.geopotential number by the normal gravity value computed on the
 JZ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1191.degrees latitude (g = 980.6199 gals.).
 JZ1191
 JZ1191.The modeled gravity was interpolated from observed gravity values.
 JZ1191
 JZ1191;                    North         East    Units  Estimated Accuracy
 JZ1191;SPC IN E     -   503,080.      163,350.      MT  (+/- 180 meters Scaled)
 JZ1191
 JZ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK775051(NAD 83)
 JZ1191
 JZ1191                          SUPERSEDED SURVEY CONTROL
 JZ1191
 JZ1191  NGVD 29 (??/??/92)  279.927  (m)          918.39   (f) ADJ UNCH    2 0
 JZ1191
 JZ1191.Superseded values are not recommended for survey control.
 JZ1191
 JZ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1191.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1191
 JZ1191_MARKER: DB = BENCH MARK DISK
 JZ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1191_STAMPING: S 255 1947
 JZ1191_MARK LOGO: CGS
 JZ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1191+STABILITY: SURFACE MOTION
 JZ1191
 JZ1191  HISTORY     - Date     Condition        Report By
 JZ1191  HISTORY     - 1947     MONUMENTED       CGS
 JZ1191  HISTORY     - 20030623 MARK NOT FOUND   GEOCAC
 JZ1191
 JZ1191                          STATION DESCRIPTION
 JZ1191
 JZ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1191'5.4 MI SW FROM RICHMOND.
 JZ1191'4.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1191'RICHMOND, THENCE 1.0 MILE WEST ALONG A PAVED ROAD, AT THE EAST
 JZ1191'END OF AN S CURVE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JZ1191'5.5 FEET WEST OF POWER LINE BRACE POLE NUMBER 553-087, 210 FEET
 JZ1191'SOUTHEAST OF THE SOUTHWEST END OF A 5-FOOT PIPE CULVERT, 2
 JZ1191'FEET EAST OF A WHITE WOODEN WITNESS POST, 4 FEET NORTHEAST OF
 JZ1191'THE CENTER POST IN A FENCE BRACE, ABOUT LEVEL WITH THE ROAD AND
 JZ1191'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ1191
 JZ1191                          STATION RECOVERY (2003)
 JZ1191
 JZ1191'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1191'MONUMENT WAS FOUND AT DESCRIBED LOCATION NEAR POWER POLE 553-087 WHICH
 JZ1191'STILL REMAINS.  MONUMENT IS SLIGHTLY TILTED AND BENCHMARK DISK IS NOT
 JZ1191'PRESENT.   MONUMENT LOCATION (20 FT ACCURACY) IS 39 46.652, 84 55.626.
 JZ1191'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2296 ***********************************************************************
 JZ2296  DESIGNATION -  S 256
 JZ2296  PID         -  JZ2296
 JZ2296  STATE/COUNTY-  IN/RUSH
 JZ2296  COUNTRY     -  US
 JZ2296  USGS QUAD   -  ADAMS (2019)
 JZ2296
 JZ2296                         *CURRENT SURVEY CONTROL
 JZ2296  ______________________________________________________________________
 JZ2296* NAD 83(1986) POSITION- 39 28 23.     (N) 085 34 51.     (W)   SCALED
 JZ2296* NAVD 88 ORTHO HEIGHT -   279.356 (meters)      916.52  (feet) ADJUSTED
 JZ2296  ______________________________________________________________________
 JZ2296  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 JZ2296  DYNAMIC HEIGHT  -        279.186 (meters)      915.96  (feet) COMP
 JZ2296  MODELED GRAVITY -    980,013.9   (mgal)                       NAVD 88
 JZ2296
 JZ2296  VERT ORDER      -  SECOND    CLASS 0
 JZ2296
 JZ2296.The horizontal coordinates were scaled from a map and have
 JZ2296.an estimated accuracy of +/- 6 seconds.
 JZ2296
 JZ2296.The orthometric height was determined by differential leveling and
 JZ2296.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2296.in June 1991.
 JZ2296
 JZ2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2296.GEOID18 height accuracy estimate available here.
 JZ2296
 JZ2296.Click photographs - Photos may exist for this station.
 JZ2296
 JZ2296.The dynamic height is computed by dividing the NAVD 88
 JZ2296.geopotential number by the normal gravity value computed on the
 JZ2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2296.degrees latitude (g = 980.6199 gals.).
 JZ2296
 JZ2296.The modeled gravity was interpolated from observed gravity values.
 JZ2296
 JZ2296;                    North         East    Units  Estimated Accuracy
 JZ2296;SPC IN E     -   469,020.      107,390.      MT  (+/- 180 meters Scaled)
 JZ2296
 JZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220702(NAD 83)
 JZ2296
 JZ2296                          SUPERSEDED SURVEY CONTROL
 JZ2296
 JZ2296  NGVD 29 (??/??/92)  279.474  (m)          916.91   (f) ADJ UNCH    2 0
 JZ2296
 JZ2296.Superseded values are not recommended for survey control.
 JZ2296
 JZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2296.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2296
 JZ2296_MARKER: DB = BENCH MARK DISK
 JZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2296_STAMPING: S 256 1947
 JZ2296_MARK LOGO: CGS
 JZ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2296+STABILITY: SURFACE MOTION
 JZ2296
 JZ2296  HISTORY     - Date     Condition        Report By
 JZ2296  HISTORY     - 1947     MONUMENTED       CGS
 JZ2296
 JZ2296                          STATION DESCRIPTION
 JZ2296
 JZ2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2296'3.4 MI N FROM ST OMER.
 JZ2296'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 JZ2296'OF THE ST. PAUL ROAD AT ST. OMER, THENCE ABOUT 1.55 MILES NORTH
 JZ2296'ALONG A GRAVEL ROAD, 0.2 MILE EAST ALONG A BLACK TOP ROAD,
 JZ2296'0.95 MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD, AND 0.5 MILE
 JZ2296'NORTH AND NORTHEAST ALONG A BLACK TOP ROAD, AT THE JUNCTION OF A
 JZ2296'GRAVEL ROAD LEADING NORTH 88 FEET WEST OF THE CENTER LINE OF
 JZ2296'THE GRAVEL ROAD NORTH, 63 FEET NORTHWEST AND ACROSS THE EAST-WEST
 JZ2296'ROAD FROM THE WEST END OF THE HEAD WALL OF A 2-FOOT CONCRETE BOX
 JZ2296'CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2296'ROAD, 4.5 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH THE
 JZ2296'ROW OF POLES, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A
 JZ2296'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND
 JZ2296'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.  MARK MAY
 JZ2296'BE REACHED FROM HOMER, RUSH COUNTY BY GOING ABOUT 0.1 MILE
 JZ2296'WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF THE ARLINGTON
 JZ2296'ROAD, THENCE ABOUT 5.6 MILES SOUTH ALONG A GRAVEL ROAD, 0.25
 JZ2296'MILE WEST ALONG STATE HIGHWAY 244 AND 1.8 MILE SOUTH ALONG A
 JZ2296'GRAVEL ROAD TO AN EAST-WEST BLACK TOP ROAD AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1932 ***********************************************************************
 JZ1932  DESIGNATION -  S 257
 JZ1932  PID         -  JZ1932
 JZ1932  STATE/COUNTY-  IN/DECATUR
 JZ1932  COUNTRY     -  US
 JZ1932  USGS QUAD   -  MILROY (2019)
 JZ1932
 JZ1932                         *CURRENT SURVEY CONTROL
 JZ1932  ______________________________________________________________________
 JZ1932* NAD 83(1986) POSITION- 39 26 15.     (N) 085 28 44.     (W)   SCALED
 JZ1932* NAVD 88 ORTHO HEIGHT -   288.819 (meters)      947.57  (feet) ADJUSTED
 JZ1932  ______________________________________________________________________
 JZ1932  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 JZ1932  DYNAMIC HEIGHT  -        288.641 (meters)      946.98  (feet) COMP
 JZ1932  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ1932
 JZ1932  VERT ORDER      -  SECOND    CLASS 0
 JZ1932
 JZ1932.The horizontal coordinates were scaled from a map and have
 JZ1932.an estimated accuracy of +/- 6 seconds.
 JZ1932
 JZ1932.The orthometric height was determined by differential leveling and
 JZ1932.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1932.in June 1991.
 JZ1932
 JZ1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1932.GEOID18 height accuracy estimate available here.
 JZ1932
 JZ1932.Click photographs - Photos may exist for this station.
 JZ1932
 JZ1932.The dynamic height is computed by dividing the NAVD 88
 JZ1932.geopotential number by the normal gravity value computed on the
 JZ1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1932.degrees latitude (g = 980.6199 gals.).
 JZ1932
 JZ1932.The modeled gravity was interpolated from observed gravity values.
 JZ1932
 JZ1932;                    North         East    Units  Estimated Accuracy
 JZ1932;SPC IN E     -   465,080.      116,170.      MT  (+/- 180 meters Scaled)
 JZ1932
 JZ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ309664(NAD 83)
 JZ1932
 JZ1932                          SUPERSEDED SURVEY CONTROL
 JZ1932
 JZ1932  NGVD 29 (??/??/92)  288.948  (m)          947.99   (f) ADJ UNCH    2 0
 JZ1932
 JZ1932.Superseded values are not recommended for survey control.
 JZ1932
 JZ1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1932.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1932
 JZ1932_MARKER: DB = BENCH MARK DISK
 JZ1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1932_STAMPING: S 257 1947
 JZ1932_MARK LOGO: CGS
 JZ1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1932+STABILITY: SURFACE MOTION
 JZ1932
 JZ1932  HISTORY     - Date     Condition        Report By
 JZ1932  HISTORY     - 1947     MONUMENTED       CGS
 JZ1932
 JZ1932                          STATION DESCRIPTION
 JZ1932
 JZ1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1932'1.2 MI N FROM SANDUSKY.
 JZ1932'ABOUT 1.15 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 JZ1932'SANDUSKY, ABOUT 1.05 MILE SOUTH OF THE RUSH-DECATUR COUNTY LINE,
 JZ1932'122 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 JZ1932'68 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL ABANDONED SERVICE
 JZ1932'STATION NOW USED AS A PRIVATE HOME, 27 FEET EAST OF THE CENTER
 JZ1932'LINE OF THE HIGHWAY, 8 FEET NORTH OF A POWER POLE AND IN LINE
 JZ1932'WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ1932'POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1932'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1951 ***********************************************************************
 JZ1951  DESIGNATION -  S 258
 JZ1951  PID         -  JZ1951
 JZ1951  STATE/COUNTY-  IN/RUSH
 JZ1951  COUNTRY     -  US
 JZ1951  USGS QUAD   -  CLARKSBURG (2019)
 JZ1951
 JZ1951                         *CURRENT SURVEY CONTROL
 JZ1951  ______________________________________________________________________
 JZ1951* NAD 83(1986) POSITION- 39 28 04.     (N) 085 22 04.     (W)   SCALED
 JZ1951* NAVD 88 ORTHO HEIGHT -   316.195 (meters)     1037.38  (feet) ADJUSTED
 JZ1951  ______________________________________________________________________
 JZ1951  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ1951  DYNAMIC HEIGHT  -        316.001 (meters)     1036.75  (feet) COMP
 JZ1951  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ1951
 JZ1951  VERT ORDER      -  SECOND    CLASS 0
 JZ1951
 JZ1951.The horizontal coordinates were scaled from a map and have
 JZ1951.an estimated accuracy of +/- 6 seconds.
 JZ1951
 JZ1951.The orthometric height was determined by differential leveling and
 JZ1951.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1951.in June 1991.
 JZ1951
 JZ1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1951.GEOID18 height accuracy estimate available here.
 JZ1951
 JZ1951.Click photographs - Photos may exist for this station.
 JZ1951
 JZ1951.The dynamic height is computed by dividing the NAVD 88
 JZ1951.geopotential number by the normal gravity value computed on the
 JZ1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1951.degrees latitude (g = 980.6199 gals.).
 JZ1951
 JZ1951.The modeled gravity was interpolated from observed gravity values.
 JZ1951
 JZ1951;                    North         East    Units  Estimated Accuracy
 JZ1951;SPC IN E     -   468,470.      125,720.      MT  (+/- 180 meters Scaled)
 JZ1951
 JZ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ404699(NAD 83)
 JZ1951
 JZ1951                          SUPERSEDED SURVEY CONTROL
 JZ1951
 JZ1951  NGVD 29 (??/??/92)  316.330  (m)         1037.83   (f) ADJ UNCH    2 0
 JZ1951
 JZ1951.Superseded values are not recommended for survey control.
 JZ1951
 JZ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1951.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1951
 JZ1951_MARKER: DB = BENCH MARK DISK
 JZ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1951_STAMPING: S 258 1947
 JZ1951_MARK LOGO: CGS
 JZ1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1951+STABILITY: SURFACE MOTION
 JZ1951
 JZ1951  HISTORY     - Date     Condition        Report By
 JZ1951  HISTORY     - 1947     MONUMENTED       CGS
 JZ1951  HISTORY     - 1958     GOOD             CGS
 JZ1951
 JZ1951                          STATION DESCRIPTION
 JZ1951
 JZ1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1951'3.4 MI NW FROM CLARKSBURG.
 JZ1951'ABOUT 2.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1951'AT CLARKSBURG, THENCE ABOUT 1.05 MILE WEST ALONG A COUNTY ROAD,
 JZ1951'AT THE MILROY AIRPORT, 129 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 JZ1951'OF THE RADIO CONTROL AND ADMINSTRATION BUILDING, 23 FEET NORTH OF
 JZ1951'THE CENTER LINE OF THE ROAD, 137 FEET WEST OF THE FLAG POLE, 51 FEET
 JZ1951'EAST OF A BOUNDARY LINE LIGHT AND IN LINE WITH THE ROW OF LIGHTS
 JZ1951'FORMING THE SOUTH BOUNDARY OF THE FIELD, 2 FEET EAST OF A WHTIE WOODEN
 JZ1951'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1951'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MILROY AIRPORT HAS BEEN
 JZ1951'ABANDONED AND THE BUILDINGS HAVE BEEN MOVED FROM THE SITE.  THE
 JZ1951'MARK IS 300 FEET WEST OF BENCH MARK R 258, 145 FEET SOUTHWEST OF A
 JZ1951'PUMP IN A WATER WELL, 12 FEET NORTH OF THE CENTERLINE OF THE
 JZ1951'ROAD, AND 5.5 FEET NORTH OF A WOVEN-WIRE FENCE.
 JZ1951
 JZ1951                          STATION RECOVERY (1958)
 JZ1951
 JZ1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JZ1951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1762 ***********************************************************************
 JZ1762  DESIGNATION -  S 259
 JZ1762  PID         -  JZ1762
 JZ1762  STATE/COUNTY-  IN/FAYETTE
 JZ1762  COUNTRY     -  US
 JZ1762  USGS QUAD   -  NEW SALEM (2019)
 JZ1762
 JZ1762                         *CURRENT SURVEY CONTROL
 JZ1762  ______________________________________________________________________
 JZ1762* NAD 83(1986) POSITION- 39 35 55.1    (N) 085 17 57.0    (W)   HD_HELD2
 JZ1762* NAVD 88 ORTHO HEIGHT -   331.232 (meters)     1086.72  (feet) ADJUSTED
 JZ1762  ______________________________________________________________________
 JZ1762  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 JZ1762  DYNAMIC HEIGHT  -        331.032 (meters)     1086.06  (feet) COMP
 JZ1762  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 JZ1762
 JZ1762  VERT ORDER      -  SECOND    CLASS 0
 JZ1762
 JZ1762.The horizontal coordinates were established by autonomous hand held GPS
 JZ1762.observations and have an estimated accuracy of +/- 10 meters.
 JZ1762
 JZ1762.The orthometric height was determined by differential leveling and
 JZ1762.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1762.in June 1991.
 JZ1762
 JZ1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1762.GEOID18 height accuracy estimate available here.
 JZ1762
 JZ1762.Click photographs - Photos may exist for this station.
 JZ1762
 JZ1762.The dynamic height is computed by dividing the NAVD 88
 JZ1762.geopotential number by the normal gravity value computed on the
 JZ1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1762.degrees latitude (g = 980.6199 gals.).
 JZ1762
 JZ1762.The modeled gravity was interpolated from observed gravity values.
 JZ1762
 JZ1762;                    North         East    Units  Estimated Accuracy
 JZ1762;SPC IN E     -   483,020.      131,564.      MT  (+/- 10 meters HH2 GPS)
 JZ1762
 JZ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4603384593(NAD 83)
 JZ1762
 JZ1762                          SUPERSEDED SURVEY CONTROL
 JZ1762
 JZ1762  NGVD 29 (??/??/92)  331.363  (m)         1087.15   (f) ADJ UNCH    2 0
 JZ1762
 JZ1762.Superseded values are not recommended for survey control.
 JZ1762
 JZ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1762.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1762
 JZ1762_MARKER: DB = BENCH MARK DISK
 JZ1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1762_STAMPING: S 259 1947
 JZ1762_MARK LOGO: CGS
 JZ1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1762+STABILITY: SURFACE MOTION
 JZ1762
 JZ1762  HISTORY     - Date     Condition        Report By
 JZ1762  HISTORY     - 1947     MONUMENTED       CGS
 JZ1762
 JZ1762                          STATION DESCRIPTION
 JZ1762
 JZ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1762'1.8 MI S FROM GLENWOOD.
 JZ1762'ABOUT 1.8 MILES SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1762'ITS INTERSECTION WITH STATE HIGHWAY 44 AT GLENWOOD, AT THE
 JZ1762'JUNCTION OF A GRAVEL ROAD EAST AND AT THE NORTHWEST CORNER OF A
 JZ1762'CEMETERY, 29 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 19
 JZ1762'FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 1.5 FEET
 JZ1762'SOUTHWEST OF THE NORTHWEST CORNER FENCE POST OF THE CEMETERY,
 JZ1762'1 FOOT WEST OF THE CEMETERY FENCE, 2 FEET NORTH OF A WHITE
 JZ1762'WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE
 JZ1762'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS
 JZ1762'ABOUT 1.1 MILES NORTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1762'THE CHRISTIAN CHURCH AT ORANGE, FAYETTE COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2289 ***********************************************************************
 JZ2289  DESIGNATION -  S 260
 JZ2289  PID         -  JZ2289
 JZ2289  STATE/COUNTY-  IN/DECATUR
 JZ2289  COUNTRY     -  US
 JZ2289  USGS QUAD   -  FOREST HILL (2019)
 JZ2289
 JZ2289                         *CURRENT SURVEY CONTROL
 JZ2289  ______________________________________________________________________
 JZ2289* NAD 83(1986) POSITION- 39 19 13.     (N) 085 35 03.     (W)   SCALED
 JZ2289* NAVD 88 ORTHO HEIGHT -   262.377 (meters)      860.82  (feet) ADJUSTED
 JZ2289  ______________________________________________________________________
 JZ2289  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ2289  DYNAMIC HEIGHT  -        262.213 (meters)      860.28  (feet) COMP
 JZ2289  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 JZ2289
 JZ2289  VERT ORDER      -  SECOND    CLASS 0
 JZ2289
 JZ2289.The horizontal coordinates were scaled from a map and have
 JZ2289.an estimated accuracy of +/- 6 seconds.
 JZ2289
 JZ2289.The orthometric height was determined by differential leveling and
 JZ2289.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2289.in June 1991.
 JZ2289
 JZ2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2289.GEOID18 height accuracy estimate available here.
 JZ2289
 JZ2289.Click photographs - Photos may exist for this station.
 JZ2289
 JZ2289.The dynamic height is computed by dividing the NAVD 88
 JZ2289.geopotential number by the normal gravity value computed on the
 JZ2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2289.degrees latitude (g = 980.6199 gals.).
 JZ2289
 JZ2289.The modeled gravity was interpolated from observed gravity values.
 JZ2289
 JZ2289;                    North         East    Units  Estimated Accuracy
 JZ2289;SPC IN E     -   452,060.      107,110.      MT  (+/- 180 meters Scaled)
 JZ2289
 JZ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220532(NAD 83)
 JZ2289
 JZ2289                          SUPERSEDED SURVEY CONTROL
 JZ2289
 JZ2289  NGVD 29 (??/??/92)  262.496  (m)          861.21   (f) ADJ UNCH    2 0
 JZ2289
 JZ2289.Superseded values are not recommended for survey control.
 JZ2289
 JZ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2289.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2289
 JZ2289_MARKER: DB = BENCH MARK DISK
 JZ2289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2289_SP_SET: CULVERT HEADWALL
 JZ2289_STAMPING: S 260 1947
 JZ2289_MARK LOGO: CGS
 JZ2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2289+STABILITY: SURFACE MOTION
 JZ2289
 JZ2289  HISTORY     - Date     Condition        Report By
 JZ2289  HISTORY     - 1947     MONUMENTED       CGS
 JZ2289
 JZ2289                          STATION DESCRIPTION
 JZ2289
 JZ2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2289'4.8 MI E FROM BURNEY.
 JZ2289'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2289'OFFICE AT BURNEY, THENCE ABOUT 2.0 MILES EAST ALONG A BLACK
 JZ2289'TOP ROAD, 1.1 MILES EAST ALONG STATE HIGHWAY 46 AND 0.9 MILE
 JZ2289'NORTH ALONG A GRAVEL ROAD, ABOUT 200 FEET NORTH OF THE EARL
 JZ2289'GOODWINS FARM HOUSE, SET IN THE TOP OF THE CENTER OF THE WEST
 JZ2289'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, ABOUT
 JZ2289'0.25 MILE SOUTH OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 JZ2289'CHICAGO AND ST. LOUIS RAILWAY, 8.5 FEET WEST OF AND ABOUT 2.5
 JZ2289'FEET ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1997 ***********************************************************************
 JZ1997  DESIGNATION -  S 261
 JZ1997  PID         -  JZ1997
 JZ1997  STATE/COUNTY-  IN/FRANKLIN
 JZ1997  COUNTRY     -  US
 JZ1997  USGS QUAD   -  METAMORA (2019)
 JZ1997
 JZ1997                         *CURRENT SURVEY CONTROL
 JZ1997  ______________________________________________________________________
 JZ1997* NAD 83(1986) POSITION- 39 23 33.     (N) 085 10 41.     (W)   SCALED
 JZ1997* NAVD 88 ORTHO HEIGHT -   294.771 (meters)      967.09  (feet) ADJUSTED
 JZ1997  ______________________________________________________________________
 JZ1997  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JZ1997  DYNAMIC HEIGHT  -        294.588 (meters)      966.49  (feet) COMP
 JZ1997  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JZ1997
 JZ1997  VERT ORDER      -  SECOND    CLASS 0
 JZ1997
 JZ1997.The horizontal coordinates were scaled from a map and have
 JZ1997.an estimated accuracy of +/- 6 seconds.
 JZ1997
 JZ1997.The orthometric height was determined by differential leveling and
 JZ1997.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1997.in June 1991.
 JZ1997
 JZ1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1997.GEOID18 height accuracy estimate available here.
 JZ1997
 JZ1997.Click photographs - Photos may exist for this station.
 JZ1997
 JZ1997.The dynamic height is computed by dividing the NAVD 88
 JZ1997.geopotential number by the normal gravity value computed on the
 JZ1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1997.degrees latitude (g = 980.6199 gals.).
 JZ1997
 JZ1997.The modeled gravity was interpolated from observed gravity values.
 JZ1997
 JZ1997;                    North         East    Units  Estimated Accuracy
 JZ1997;SPC IN E     -   460,180.      142,090.      MT  (+/- 180 meters Scaled)
 JZ1997
 JZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ568619(NAD 83)
 JZ1997
 JZ1997                          SUPERSEDED SURVEY CONTROL
 JZ1997
 JZ1997  NGVD 29 (??/??/92)  294.923  (m)          967.59   (f) ADJ UNCH    2 0
 JZ1997
 JZ1997.Superseded values are not recommended for survey control.
 JZ1997
 JZ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1997.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1997
 JZ1997_MARKER: DB = BENCH MARK DISK
 JZ1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1997_STAMPING: S 261 1947
 JZ1997_MARK LOGO: CGS
 JZ1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1997+STABILITY: SURFACE MOTION
 JZ1997
 JZ1997  HISTORY     - Date     Condition        Report By
 JZ1997  HISTORY     - 1947     MONUMENTED       CGS
 JZ1997
 JZ1997                          STATION DESCRIPTION
 JZ1997
 JZ1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1997'0.6 MI S FROM PEPPERTOWN.
 JZ1997'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ1997'CHURCH AT PEPPERTOWN, AT A FARM LANE LEADING EAST TO CHARLES
 JZ1997'HANNEBAUMS FARM, 28.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JZ1997'HIGHWAY, 14.5 FEET NORTH OF THE CENTER LINE OF THE FARM LANE,
 JZ1997'30.5 FEET NORTHEAST AND ACROSS THE LANE FROM POWER POLE NO. 204,
 JZ1997'13 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 JZ1997'FENCE CORNER, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ1997'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1997'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2008 ***********************************************************************
 JZ2008  DESIGNATION -  S 262
 JZ2008  PID         -  JZ2008
 JZ2008  STATE/COUNTY-  IN/FRANKLIN
 JZ2008  COUNTRY     -  US
 JZ2008  USGS QUAD   -  METAMORA (2019)
 JZ2008
 JZ2008                         *CURRENT SURVEY CONTROL
 JZ2008  ______________________________________________________________________
 JZ2008* NAD 83(1986) POSITION- 39 29 49.     (N) 085 11 48.     (W)   SCALED
 JZ2008* NAVD 88 ORTHO HEIGHT -   220.449 (meters)      723.26  (feet) ADJUSTED
 JZ2008  ______________________________________________________________________
 JZ2008  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2008  DYNAMIC HEIGHT  -        220.315 (meters)      722.82  (feet) COMP
 JZ2008  MODELED GRAVITY -    980,011.3   (mgal)                       NAVD 88
 JZ2008
 JZ2008  VERT ORDER      -  SECOND    CLASS 0
 JZ2008
 JZ2008.The horizontal coordinates were scaled from a map and have
 JZ2008.an estimated accuracy of +/- 6 seconds.
 JZ2008
 JZ2008.The orthometric height was determined by differential leveling and
 JZ2008.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2008.in June 1991.
 JZ2008
 JZ2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2008.GEOID18 height accuracy estimate available here.
 JZ2008
 JZ2008.Click photographs - Photos may exist for this station.
 JZ2008
 JZ2008.The dynamic height is computed by dividing the NAVD 88
 JZ2008.geopotential number by the normal gravity value computed on the
 JZ2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2008.degrees latitude (g = 980.6199 gals.).
 JZ2008
 JZ2008.The modeled gravity was interpolated from observed gravity values.
 JZ2008
 JZ2008;                    North         East    Units  Estimated Accuracy
 JZ2008;SPC IN E     -   471,770.      140,430.      MT  (+/- 180 meters Scaled)
 JZ2008
 JZ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550734(NAD 83)
 JZ2008
 JZ2008                          SUPERSEDED SURVEY CONTROL
 JZ2008
 JZ2008  NGVD 29 (??/??/92)  220.596  (m)          723.74   (f) ADJ UNCH    2 0
 JZ2008
 JZ2008.Superseded values are not recommended for survey control.
 JZ2008
 JZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2008.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2008
 JZ2008_MARKER: DB = BENCH MARK DISK
 JZ2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2008_STAMPING: S 262 1947
 JZ2008_MARK LOGO: CGS
 JZ2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2008+STABILITY: SURFACE MOTION
 JZ2008
 JZ2008  HISTORY     - Date     Condition        Report By
 JZ2008  HISTORY     - 1947     MONUMENTED       CGS
 JZ2008
 JZ2008                          STATION DESCRIPTION
 JZ2008
 JZ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2008'0.8 MI S FROM LAUREL.
 JZ2008'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ2008'CROSSROADS AT LAUREL, ABOUT 105 YARDS EAST OF A SHARP TURN IN
 JZ2008'THE HIGHWAY WITH TANGENTS EAST AND SOUTH, ABOUT 255 FEET EAST
 JZ2008'OF A SMALL MASONRY CULVERT, 242 FEET WEST OF THE CENTER LINE OF
 JZ2008'A FIELD ENTRANCE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2008'HIGHWAY, 1.5 FEET NORTH OF THE FENCE LINE, IN LINE WITH THE ROW
 JZ2008'OF TELEPHONE POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2008'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2008'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2009 ***********************************************************************
 JZ2009  DESIGNATION -  S 262 RESET
 JZ2009  PID         -  JZ2009
 JZ2009  STATE/COUNTY-  IN/FRANKLIN
 JZ2009  COUNTRY     -  US
 JZ2009  USGS QUAD   -  METAMORA (2019)
 JZ2009
 JZ2009                         *CURRENT SURVEY CONTROL
 JZ2009  ______________________________________________________________________
 JZ2009* NAD 83(1986) POSITION- 39 29 49.     (N) 085 11 48.     (W)   SCALED
 JZ2009* NAVD 88 ORTHO HEIGHT -   220.54  (meters)      723.6   (feet) RESET
 JZ2009  ______________________________________________________________________
 JZ2009  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2009  VERT ORDER      -  THIRD
 JZ2009
 JZ2009.The horizontal coordinates were scaled from a map and have
 JZ2009.an estimated accuracy of +/- 6 seconds.
 JZ2009
 JZ2009.The orthometric height was computed from unverified reset data.
 JZ2009
 JZ2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2009.GEOID18 height accuracy estimate available here.
 JZ2009
 JZ2009.Click photographs - Photos may exist for this station.
 JZ2009
 JZ2009;                    North         East    Units  Estimated Accuracy
 JZ2009;SPC IN E     -   471,770.      140,430.      MT  (+/- 180 meters Scaled)
 JZ2009
 JZ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550734(NAD 83)
 JZ2009
 JZ2009                          SUPERSEDED SURVEY CONTROL
 JZ2009
 JZ2009.No superseded survey control is available for this station.
 JZ2009
 JZ2009_MARKER: DB = BENCH MARK DISK
 JZ2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2009_STAMPING: S 262 RESET 1966
 JZ2009_MARK LOGO: CGS
 JZ2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2009+STABILITY: SURFACE MOTION
 JZ2009
 JZ2009  HISTORY     - Date     Condition        Report By
 JZ2009  HISTORY     - 1966     MONUMENTED       INHD
 JZ2009
 JZ2009                          STATION DESCRIPTION
 JZ2009
 JZ2009'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1966
 JZ2009'0.8 MI S FROM LAUREL.
 JZ2009'ABOUT 0.75 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE MAIN
 JZ2009'CROSSROADS AT LAUREL, 420 FEET WEST OF A 27-INCH BY 43-INCH
 JZ2009'ARCH PIPE, 262 FEET EAST OF A 24-INCH PIPE, 242 FEET EAST OF P.T.
 JZ2009'OF CURVE IN HIGHWAY WITH TANGENTS EAST AND SOUTH, 50 FEET NORTH
 JZ2009'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET FROM A CONCRETE
 JZ2009'RIGHT-OF-WAY MARKER AND SET IN THE TOP OF A CONCRETE POST
 JZ2009'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2018 ***********************************************************************
 JZ2018  DESIGNATION -  S 263
 JZ2018  PID         -  JZ2018
 JZ2018  STATE/COUNTY-  IN/DEARBORN
 JZ2018  COUNTRY     -  US
 JZ2018  USGS QUAD   -  SUNMAN (2019)
 JZ2018
 JZ2018                         *CURRENT SURVEY CONTROL
 JZ2018  ______________________________________________________________________
 JZ2018* NAD 83(1986) POSITION- 39 13 46.     (N) 085 02 23.     (W)   SCALED
 JZ2018* NAVD 88 ORTHO HEIGHT -   306.206 (meters)     1004.61  (feet) ADJUSTED
 JZ2018  ______________________________________________________________________
 JZ2018  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 JZ2018  DYNAMIC HEIGHT  -        306.013 (meters)     1003.98  (feet) COMP
 JZ2018  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 JZ2018
 JZ2018  VERT ORDER      -  SECOND    CLASS 0
 JZ2018
 JZ2018.The horizontal coordinates were scaled from a map and have
 JZ2018.an estimated accuracy of +/- 6 seconds.
 JZ2018
 JZ2018.The orthometric height was determined by differential leveling and
 JZ2018.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2018.in June 1991.
 JZ2018
 JZ2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2018.GEOID18 height accuracy estimate available here.
 JZ2018
 JZ2018.Click photographs - Photos may exist for this station.
 JZ2018
 JZ2018.The dynamic height is computed by dividing the NAVD 88
 JZ2018.geopotential number by the normal gravity value computed on the
 JZ2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2018.degrees latitude (g = 980.6199 gals.).
 JZ2018
 JZ2018.The modeled gravity was interpolated from observed gravity values.
 JZ2018
 JZ2018;                    North         East    Units  Estimated Accuracy
 JZ2018;SPC IN E     -   442,160.      154,130.      MT  (+/- 180 meters Scaled)
 JZ2018
 JZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ692440(NAD 83)
 JZ2018
 JZ2018                          SUPERSEDED SURVEY CONTROL
 JZ2018
 JZ2018  NGVD 29 (??/??/92)  306.379  (m)         1005.18   (f) ADJ UNCH    2 0
 JZ2018
 JZ2018.Superseded values are not recommended for survey control.
 JZ2018
 JZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2018.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2018
 JZ2018_MARKER: DB = BENCH MARK DISK
 JZ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2018_STAMPING: S 263 1947
 JZ2018_MARK LOGO: CGS
 JZ2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2018+STABILITY: SURFACE MOTION
 JZ2018
 JZ2018  HISTORY     - Date     Condition        Report By
 JZ2018  HISTORY     - 1947     MONUMENTED       CGS
 JZ2018
 JZ2018                          STATION DESCRIPTION
 JZ2018
 JZ2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2018'1 MI NE FROM WEISBURG.
 JZ2018'ABOUT 1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE NEW
 JZ2018'YORK CENTRAL RAILROAD STATION AT WEISBURG, AT THE ENTRANCE
 JZ2018'TO THE N. HOLZBACHER FARM, 18 FEET WEST OF THE CENTER LINE OF THE
 JZ2018'ROAD, 12.5 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY LEADING
 JZ2018'TO THE HOUSE, 3.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF
 JZ2018'THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ2018'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2018'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2030 ***********************************************************************
 JZ2030  DESIGNATION -  S 264
 JZ2030  PID         -  JZ2030
 JZ2030  STATE/COUNTY-  IN/FRANKLIN
 JZ2030  COUNTRY     -  US
 JZ2030  USGS QUAD   -  SPADES (2019)
 JZ2030
 JZ2030                         *CURRENT SURVEY CONTROL
 JZ2030  ______________________________________________________________________
 JZ2030* NAD 83(1986) POSITION- 39 21 42.     (N) 085 04 58.     (W)   SCALED
 JZ2030* NAVD 88 ORTHO HEIGHT -   298.345 (meters)      978.82  (feet) ADJUSTED
 JZ2030  ______________________________________________________________________
 JZ2030  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 JZ2030  DYNAMIC HEIGHT  -        298.159 (meters)      978.21  (feet) COMP
 JZ2030  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 JZ2030
 JZ2030  VERT ORDER      -  SECOND    CLASS 0
 JZ2030
 JZ2030.The horizontal coordinates were scaled from a map and have
 JZ2030.an estimated accuracy of +/- 6 seconds.
 JZ2030
 JZ2030.The orthometric height was determined by differential leveling and
 JZ2030.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2030.in June 1991.
 JZ2030
 JZ2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2030.GEOID18 height accuracy estimate available here.
 JZ2030
 JZ2030.Click photographs - Photos may exist for this station.
 JZ2030
 JZ2030.The dynamic height is computed by dividing the NAVD 88
 JZ2030.geopotential number by the normal gravity value computed on the
 JZ2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2030.degrees latitude (g = 980.6199 gals.).
 JZ2030
 JZ2030.The modeled gravity was interpolated from observed gravity values.
 JZ2030
 JZ2030;                    North         East    Units  Estimated Accuracy
 JZ2030;SPC IN E     -   456,810.      150,320.      MT  (+/- 180 meters Scaled)
 JZ2030
 JZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ651586(NAD 83)
 JZ2030
 JZ2030                          SUPERSEDED SURVEY CONTROL
 JZ2030
 JZ2030  NGVD 29 (??/??/92)  298.511  (m)          979.36   (f) ADJ UNCH    2 0
 JZ2030
 JZ2030.Superseded values are not recommended for survey control.
 JZ2030
 JZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2030.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2030
 JZ2030_MARKER: DB = BENCH MARK DISK
 JZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2030_STAMPING: S 264 1947
 JZ2030_MARK LOGO: CGS
 JZ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2030+STABILITY: SURFACE MOTION
 JZ2030
 JZ2030  HISTORY     - Date     Condition        Report By
 JZ2030  HISTORY     - 1947     MONUMENTED       CGS
 JZ2030
 JZ2030                          STATION DESCRIPTION
 JZ2030
 JZ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2030'5.8 MI NW FROM ST PETER.
 JZ2030'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JZ2030'CATHOLIC CHURCH AT ST. PETER, THENCE ABOUT 1.05 MILE NORTH, ABOUT
 JZ2030'0.25 MILE EAST, ABOUT 1.3 MILES NORTH AND ABOUT 0.7 MILE
 JZ2030'WEST-NORTHWEST ALONG GRAVEL ROADS, AT THE JUNCTION OF A ROAD
 JZ2030'LEADING SOUTHWEST, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JZ2030'MAIN ROAD, 64 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 JZ2030'SOUTHWEST, 18 FEET NORTHWEST OF A 16-INCH OAK TREE IN THE FENCE
 JZ2030'LINE, 1 FOOT NORTHEAST OF THE FENCE LINE, 2.5 FEET NORTHWEST OF
 JZ2030'A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET
 JZ2030'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- FROM
 JZ2030'HERE LINE FOLLOWS NORTHEAST ACROSS A FIELD AND NORTH THRU WOODS
 JZ2030'ALONG A FENCE LINE FOR ABOUT 0.5 MILE TO A GRAVEL ROAD LEADING
 JZ2030'NORTH.  MARK IS ABOUT 1.5 AIRLINE MILES SOUTHEAST OF OAK FOREST.
 JZ2030'TO REACH BY TRUCK FROM OAK FOREST GO ABOUT 2.2 MILES SOUTHWEST
 JZ2030'ALONG A BLACK TOP ROAD THENCE ABOUT 1.3 MILES EAST ALONG A
 JZ2030'GRAVEL ROAD.  MARK MAY BE REACHED FROM THE CATHOLIC CHURCH AT
 JZ2030'ST. MARYS BY GOING ABOUT 1.2 MILES NORTH ALONG A BLACK TOP
 JZ2030'ROAD, THENCE ABOUT 1.3 MILES EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0941 ***********************************************************************
 JZ0941  DESIGNATION -  S 265
 JZ0941  PID         -  JZ0941
 JZ0941  STATE/COUNTY-  IN/FRANKLIN
 JZ0941  COUNTRY     -  US
 JZ0941  USGS QUAD   -  WHITCOMB (2019)
 JZ0941
 JZ0941                         *CURRENT SURVEY CONTROL
 JZ0941  ______________________________________________________________________
 JZ0941* NAD 83(1986) POSITION- 39 24 33.     (N) 084 53 45.     (W)   SCALED
 JZ0941* NAVD 88 ORTHO HEIGHT -   296.577 (meters)      973.02  (feet) ADJUSTED
 JZ0941  ______________________________________________________________________
 JZ0941  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 JZ0941  DYNAMIC HEIGHT  -        296.401 (meters)      972.44  (feet) COMP
 JZ0941  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ0941
 JZ0941  VERT ORDER      -  SECOND    CLASS 0
 JZ0941
 JZ0941.The horizontal coordinates were scaled from a map and have
 JZ0941.an estimated accuracy of +/- 6 seconds.
 JZ0941
 JZ0941.The orthometric height was determined by differential leveling and
 JZ0941.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0941.in June 1991.
 JZ0941
 JZ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0941.GEOID18 height accuracy estimate available here.
 JZ0941
 JZ0941.Click photographs - Photos may exist for this station.
 JZ0941
 JZ0941.The dynamic height is computed by dividing the NAVD 88
 JZ0941.geopotential number by the normal gravity value computed on the
 JZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0941.degrees latitude (g = 980.6199 gals.).
 JZ0941
 JZ0941.The modeled gravity was interpolated from observed gravity values.
 JZ0941
 JZ0941;                    North         East    Units  Estimated Accuracy
 JZ0941;SPC IN E     -   462,200.      166,390.      MT  (+/- 180 meters Scaled)
 JZ0941
 JZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ811642(NAD 83)
 JZ0941
 JZ0941                          SUPERSEDED SURVEY CONTROL
 JZ0941
 JZ0941  NGVD 29 (??/??/92)  296.755  (m)          973.60   (f) ADJ UNCH    2 0
 JZ0941
 JZ0941.Superseded values are not recommended for survey control.
 JZ0941
 JZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0941.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0941
 JZ0941_MARKER: DB = BENCH MARK DISK
 JZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0941_STAMPING: S 265 1947
 JZ0941_MARK LOGO: CGS
 JZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0941+STABILITY: SURFACE MOTION
 JZ0941
 JZ0941  HISTORY     - Date     Condition        Report By
 JZ0941  HISTORY     - 1947     MONUMENTED       CGS
 JZ0941
 JZ0941                          STATION DESCRIPTION
 JZ0941
 JZ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0941'1.2 MI W FROM MT CARMEL.
 JZ0941'1.2 MILES WEST ALONG STATE HIGHWAY 252 FROM THE PRESBYTERIAN
 JZ0941'CHURCH AT MT. CARMEL, ABOUT 0.65 MILE EAST OF A COVERED BRIDGE
 JZ0941'OVER CEDAR CREEK, ABOUT 0.55 MILE WEST OF THE MT. CARMEL
 JZ0941'CEMETERY, AT THE TOP OF A GRADE, 92 FEET SOUTHWEST AND ACROSS
 JZ0941'THE HIGHWAY FROM THE SOUTHWEST CORNER OF A 2-STORY BRICK HOUSE,
 JZ0941'21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST
 JZ0941'OF THE NORTHEAST CORNER OF A SHED BUILT OVER A PLATFORM SCALE,
 JZ0941'39 FEET WEST OF THE NORTHEAST CORNER OF A BARNYARD FENCE, 7 FEET
 JZ0941'NORTHWEST OF A 12-INCH MAPLE TREE, 8 FEET SOUTHWEST OF A
 JZ0941'TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET WEST OF
 JZ0941'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ0941'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2276 ***********************************************************************
 JZ2276  DESIGNATION -  S 266
 JZ2276  PID         -  JZ2276
 JZ2276  STATE/COUNTY-  IN/DECATUR
 JZ2276  COUNTRY     -  US
 JZ2276  USGS QUAD   -  FOREST HILL (2019)
 JZ2276
 JZ2276                         *CURRENT SURVEY CONTROL
 JZ2276  ______________________________________________________________________
 JZ2276* NAD 83(1986) POSITION- 39 21 01.     (N) 085 36 58.     (W)   SCALED
 JZ2276* NAVD 88 ORTHO HEIGHT -   256.971 (meters)      843.08  (feet) ADJUSTED
 JZ2276  ______________________________________________________________________
 JZ2276  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 JZ2276  DYNAMIC HEIGHT  -        256.813 (meters)      842.56  (feet) COMP
 JZ2276  MODELED GRAVITY -    980,003.9   (mgal)                       NAVD 88
 JZ2276
 JZ2276  VERT ORDER      -  SECOND    CLASS 0
 JZ2276
 JZ2276.The horizontal coordinates were scaled from a map and have
 JZ2276.an estimated accuracy of +/- 6 seconds.
 JZ2276
 JZ2276.The orthometric height was determined by differential leveling and
 JZ2276.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2276.in June 1991.
 JZ2276
 JZ2276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2276.GEOID18 height accuracy estimate available here.
 JZ2276
 JZ2276.Click photographs - Photos may exist for this station.
 JZ2276
 JZ2276.The dynamic height is computed by dividing the NAVD 88
 JZ2276.geopotential number by the normal gravity value computed on the
 JZ2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2276.degrees latitude (g = 980.6199 gals.).
 JZ2276
 JZ2276.The modeled gravity was interpolated from observed gravity values.
 JZ2276
 JZ2276;                    North         East    Units  Estimated Accuracy
 JZ2276;SPC IN E     -   455,380.      104,360.      MT  (+/- 180 meters Scaled)
 JZ2276
 JZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ192565(NAD 83)
 JZ2276
 JZ2276                          SUPERSEDED SURVEY CONTROL
 JZ2276
 JZ2276  NGVD 29 (??/??/92)  257.088  (m)          843.46   (f) ADJ UNCH    2 0
 JZ2276
 JZ2276.Superseded values are not recommended for survey control.
 JZ2276
 JZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2276.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2276
 JZ2276_MARKER: DB = BENCH MARK DISK
 JZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2276_STAMPING: S 266 1947
 JZ2276_MARK LOGO: CGS
 JZ2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2276+STABILITY: SURFACE MOTION
 JZ2276
 JZ2276  HISTORY     - Date     Condition        Report By
 JZ2276  HISTORY     - 1947     MONUMENTED       CGS
 JZ2276
 JZ2276                          STATION DESCRIPTION
 JZ2276
 JZ2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2276'0.3 MI E FROM CLIFTY.
 JZ2276'ABOUT 0.3 MILE EAST ALONG THE ST. PAUL ROAD FROM THE POST OFFICE,
 JZ2276'IN THE EAST EDGE OF THE VILLAGE OF CLIFTY, ABOUT 225 FEET EAST
 JZ2276'OF THE SOUTHEAST CORNER OF A CEMETERY, IN THE NORTHEAST ANGLE
 JZ2276'OF THE JUNCTION WITH THE EAST-WEST ROAD AND THE PAVED ROAD
 JZ2276'LEADING NORTH TO ST. PAUL, 24 FEET EAST OF THE CENTER LINE OF
 JZ2276'THE ST. PAUL ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE
 JZ2276'EAST-WEST ROAD, 12.5 FEET SOUTHEAST OF A POWER POLE, 6.5 FEET
 JZ2276'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE,
 JZ2276'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2276'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2276'ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2266 ***********************************************************************
 JZ2266  DESIGNATION -  S 267
 JZ2266  PID         -  JZ2266
 JZ2266  STATE/COUNTY-  IN/SHELBY
 JZ2266  COUNTRY     -  US
 JZ2266  USGS QUAD   -  WALDRON (2019)
 JZ2266
 JZ2266                         *CURRENT SURVEY CONTROL
 JZ2266  ______________________________________________________________________
 JZ2266* NAD 83(1986) POSITION- 39 22 52.7    (N) 085 40 32.4    (W)   HD_HELD2
 JZ2266* NAVD 88 ORTHO HEIGHT -   255.109 (meters)      836.97  (feet) ADJUSTED
 JZ2266  ______________________________________________________________________
 JZ2266  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JZ2266  DYNAMIC HEIGHT  -        254.954 (meters)      836.46  (feet) COMP
 JZ2266  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JZ2266
 JZ2266  VERT ORDER      -  SECOND    CLASS 0
 JZ2266
 JZ2266.The horizontal coordinates were established by autonomous hand held GPS
 JZ2266.observations and have an estimated accuracy of +/- 10 meters.
 JZ2266
 JZ2266.The orthometric height was determined by differential leveling and
 JZ2266.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2266.in June 1991.
 JZ2266
 JZ2266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2266.GEOID18 height accuracy estimate available here.
 JZ2266
 JZ2266.Click photographs - Photos may exist for this station.
 JZ2266
 JZ2266.The dynamic height is computed by dividing the NAVD 88
 JZ2266.geopotential number by the normal gravity value computed on the
 JZ2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2266.degrees latitude (g = 980.6199 gals.).
 JZ2266
 JZ2266.The modeled gravity was interpolated from observed gravity values.
 JZ2266
 JZ2266;                    North         East    Units  Estimated Accuracy
 JZ2266;SPC IN E     -   458,827.       99,225.      MT  (+/- 10 meters HH2 GPS)
 JZ2266
 JZ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1406059928(NAD 83)
 JZ2266
 JZ2266                          SUPERSEDED SURVEY CONTROL
 JZ2266
 JZ2266  NGVD 29 (??/??/92)  255.226  (m)          837.35   (f) ADJ UNCH    2 0
 JZ2266
 JZ2266.Superseded values are not recommended for survey control.
 JZ2266
 JZ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2266.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2266
 JZ2266_MARKER: DB = BENCH MARK DISK
 JZ2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2266_STAMPING: S 267 1947
 JZ2266_MARK LOGO: CGS
 JZ2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2266+STABILITY: SURFACE MOTION
 JZ2266
 JZ2266  HISTORY     - Date     Condition        Report By
 JZ2266  HISTORY     - 1947     MONUMENTED       CGS
 JZ2266
 JZ2266                          STATION DESCRIPTION
 JZ2266
 JZ2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2266'2.6 MI SE FROM GENEVA.
 JZ2266'ABOUT 2.55 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2266'CHURCH AT GENEVA, AT A FARM OWNED BY ORA CUSKADEN, 19 FEET NORTH
 JZ2266'OF THE CENTER LINE OF THE ROAD, 40.5 FEET WEST OF THE CENTER
 JZ2266'LINE OF A FARM ROAD ENTRANCE, 32 FEET WEST OF A GATE POST, 3.8
 JZ2266'FEET WEST OF A POWER POLE, 3.5 FEET EAST OF A T FENCE CORNER,
 JZ2266'1.0 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ2266'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 JZ2266'A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2178 ***********************************************************************
 JZ2178  DESIGNATION -  S 268
 JZ2178  PID         -  JZ2178
 JZ2178  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2178  COUNTRY     -  US
 JZ2178  USGS QUAD   -  HOPE (2019)
 JZ2178
 JZ2178                         *CURRENT SURVEY CONTROL
 JZ2178  ______________________________________________________________________
 JZ2178* NAD 83(1986) POSITION- 39 17 28.     (N) 085 46 17.     (W)   SCALED
 JZ2178* NAVD 88 ORTHO HEIGHT -   222.168 (meters)      728.90  (feet) ADJUSTED
 JZ2178  ______________________________________________________________________
 JZ2178  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2178  DYNAMIC HEIGHT  -        222.031 (meters)      728.45  (feet) COMP
 JZ2178  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 JZ2178
 JZ2178  VERT ORDER      -  SECOND    CLASS 0
 JZ2178
 JZ2178.The horizontal coordinates were scaled from a map and have
 JZ2178.an estimated accuracy of +/- 6 seconds.
 JZ2178
 JZ2178.The orthometric height was determined by differential leveling and
 JZ2178.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2178.in June 1991.
 JZ2178
 JZ2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2178.GEOID18 height accuracy estimate available here.
 JZ2178
 JZ2178.Click photographs - Photos may exist for this station.
 JZ2178
 JZ2178.The dynamic height is computed by dividing the NAVD 88
 JZ2178.geopotential number by the normal gravity value computed on the
 JZ2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2178.degrees latitude (g = 980.6199 gals.).
 JZ2178
 JZ2178.The modeled gravity was interpolated from observed gravity values.
 JZ2178
 JZ2178;                    North         East    Units  Estimated Accuracy
 JZ2178;SPC IN E     -   448,820.       90,970.      MT  (+/- 180 meters Scaled)
 JZ2178
 JZ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059498(NAD 83)
 JZ2178
 JZ2178                          SUPERSEDED SURVEY CONTROL
 JZ2178
 JZ2178  NGVD 29 (??/??/92)  222.287  (m)          729.29   (f) ADJ UNCH    2 0
 JZ2178
 JZ2178.Superseded values are not recommended for survey control.
 JZ2178
 JZ2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2178.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2178
 JZ2178_MARKER: DB = BENCH MARK DISK
 JZ2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2178_STAMPING: S 268 1947
 JZ2178_MARK LOGO: CGS
 JZ2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2178+STABILITY: SURFACE MOTION
 JZ2178
 JZ2178  HISTORY     - Date     Condition        Report By
 JZ2178  HISTORY     - 1947     MONUMENTED       CGS
 JZ2178
 JZ2178                          STATION DESCRIPTION
 JZ2178
 JZ2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2178'0.6 MI S FROM HOPE.
 JZ2178'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2178'CHURCH AT HOPE, IN THE NORTHWEST ANGLE OF THE INTERSECTION WITH
 JZ2178'AN EAST-WEST ROAD, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ2178'28 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 12 FEET
 JZ2178'NORTH OF A FENCE CORNER, 13 FEET NORTH OF A POWER POLE, 1 FOOT
 JZ2178'EAST OF A WIRE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2178'WITNESS POST, 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF
 JZ2178'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2144 ***********************************************************************
 JZ2144  DESIGNATION -  S 269
 JZ2144  PID         -  JZ2144
 JZ2144  STATE/COUNTY-  IN/SHELBY
 JZ2144  COUNTRY     -  US
 JZ2144  USGS QUAD   -  WALDRON (2019)
 JZ2144
 JZ2144                         *CURRENT SURVEY CONTROL
 JZ2144  ______________________________________________________________________
 JZ2144* NAD 83(1986) POSITION- 39 28 07.     (N) 085 41 29.     (W)   SCALED
 JZ2144* NAVD 88 ORTHO HEIGHT -   254.968 (meters)      836.51  (feet) ADJUSTED
 JZ2144  ______________________________________________________________________
 JZ2144  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ2144  DYNAMIC HEIGHT  -        254.815 (meters)      836.01  (feet) COMP
 JZ2144  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 JZ2144
 JZ2144  VERT ORDER      -  FIRST     CLASS II
 JZ2144
 JZ2144.The horizontal coordinates were scaled from a map and have
 JZ2144.an estimated accuracy of +/- 6 seconds.
 JZ2144
 JZ2144.The orthometric height was determined by differential leveling and
 JZ2144.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2144.in June 1991.
 JZ2144
 JZ2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2144.GEOID18 height accuracy estimate available here.
 JZ2144
 JZ2144.Click photographs - Photos may exist for this station.
 JZ2144
 JZ2144.The dynamic height is computed by dividing the NAVD 88
 JZ2144.geopotential number by the normal gravity value computed on the
 JZ2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2144.degrees latitude (g = 980.6199 gals.).
 JZ2144
 JZ2144.The modeled gravity was interpolated from observed gravity values.
 JZ2144
 JZ2144;                    North         East    Units  Estimated Accuracy
 JZ2144;SPC IN E     -   468,520.       97,870.      MT  (+/- 180 meters Scaled)
 JZ2144
 JZ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ125695(NAD 83)
 JZ2144
 JZ2144                          SUPERSEDED SURVEY CONTROL
 JZ2144
 JZ2144  NGVD 29 (??/??/92)  255.081  (m)          836.88   (f) ADJ UNCH    1 2
 JZ2144
 JZ2144.Superseded values are not recommended for survey control.
 JZ2144
 JZ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2144.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2144
 JZ2144_MARKER: DB = BENCH MARK DISK
 JZ2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2144_STAMPING: S 269 1947
 JZ2144_MARK LOGO: CGS
 JZ2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2144+STABILITY: SURFACE MOTION
 JZ2144
 JZ2144  HISTORY     - Date     Condition        Report By
 JZ2144  HISTORY     - 1947     MONUMENTED       CGS
 JZ2144  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2144
 JZ2144                          STATION DESCRIPTION
 JZ2144
 JZ2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2144'1.6 MI NW FROM WALDRON.
 JZ2144'ABOUT 1.65 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2144'FROM THE STATION AT WALDRON, AT MILE POST 77, 32 FEET NORTHEAST
 JZ2144'OF THE NORTHEAST RAIL, 23.3 FEET NORTHEAST OF MILE POST 77,
 JZ2144'208 FEET NORTHWEST OF THE NORTHEAST END OF RAILROAD PIPE CULVERT
 JZ2144'NO. 390, 1 FOOT SOUTHWEST OF THE R/W FENCE, 2 FEET NORTHWEST
 JZ2144'OF A WHITE WOODEN WITNESS POST, 6 FEET BELOW THE TRACK AND SET
 JZ2144'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2144
 JZ2144                          STATION RECOVERY (1986)
 JZ2144
 JZ2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2206 ***********************************************************************
 JZ2206  DESIGNATION -  S 271
 JZ2206  PID         -  JZ2206
 JZ2206  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2206  COUNTRY     -  US
 JZ2206  USGS QUAD   -  GRAMMER (2019)
 JZ2206
 JZ2206                         *CURRENT SURVEY CONTROL
 JZ2206  ______________________________________________________________________
 JZ2206* NAD 83(1986) POSITION- 39 08 40.     (N) 085 44 35.     (W)   SCALED
 JZ2206* NAVD 88 ORTHO HEIGHT -   211.255 (meters)      693.09  (feet) ADJUSTED
 JZ2206  ______________________________________________________________________
 JZ2206  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ2206  DYNAMIC HEIGHT  -        211.123 (meters)      692.66  (feet) COMP
 JZ2206  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JZ2206
 JZ2206  VERT ORDER      -  SECOND    CLASS 0
 JZ2206
 JZ2206.The horizontal coordinates were scaled from a map and have
 JZ2206.an estimated accuracy of +/- 6 seconds.
 JZ2206
 JZ2206.The orthometric height was determined by differential leveling and
 JZ2206.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2206.in June 1991.
 JZ2206
 JZ2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2206.GEOID18 height accuracy estimate available here.
 JZ2206
 JZ2206.Click photographs - Photos may exist for this station.
 JZ2206
 JZ2206.The dynamic height is computed by dividing the NAVD 88
 JZ2206.geopotential number by the normal gravity value computed on the
 JZ2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2206.degrees latitude (g = 980.6199 gals.).
 JZ2206
 JZ2206.The modeled gravity was interpolated from observed gravity values.
 JZ2206
 JZ2206;                    North         East    Units  Estimated Accuracy
 JZ2206;SPC IN E     -   432,530.       93,400.      MT  (+/- 180 meters Scaled)
 JZ2206
 JZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ086335(NAD 83)
 JZ2206
 JZ2206                          SUPERSEDED SURVEY CONTROL
 JZ2206
 JZ2206  NGVD 29 (??/??/92)  211.38   (m)          693.5    (f) COMPUTED    2 0
 JZ2206
 JZ2206.Superseded values are not recommended for survey control.
 JZ2206
 JZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2206.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2206
 JZ2206_MARKER: DB = BENCH MARK DISK
 JZ2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2206_STAMPING: S 271 1947
 JZ2206_MARK LOGO: CGS
 JZ2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2206+STABILITY: SURFACE MOTION
 JZ2206
 JZ2206  HISTORY     - Date     Condition        Report By
 JZ2206  HISTORY     - 1947     MONUMENTED       CGS
 JZ2206
 JZ2206                          STATION DESCRIPTION
 JZ2206
 JZ2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2206'1.4 MI SW FROM GRAMMER.
 JZ2206'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ2206'GRAMMER, THENCE ABOUT 1.05 MILE WEST ALONG A COUNTY ROAD, SET AT
 JZ2206'THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, ABOUT 90 YARDS
 JZ2206'WEST OF A SMALL STEEL BRIDGE OVER ROCK CREEK, 30 FEET SOUTH OF
 JZ2206'THE CENTER LINE OF THE ROAD, 15.5 FEET EAST OF THE CENTER LINE
 JZ2206'OF THE SIDE ROAD, 8 FEET SOUTH OF A FENCE CORNER AND GATE POST,
 JZ2206'2 FEET WEST OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE,
 JZ2206'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2206'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1820 ***********************************************************************
 JZ1820  DESIGNATION -  S 272
 JZ1820  PID         -  JZ1820
 JZ1820  STATE/COUNTY-  IN/RIPLEY
 JZ1820  COUNTRY     -  US
 JZ1820  USGS QUAD   -  BATESVILLE (2019)
 JZ1820
 JZ1820                         *CURRENT SURVEY CONTROL
 JZ1820  ______________________________________________________________________
 JZ1820* NAD 83(1986) POSITION- 39 15 57.7    (N) 085 08 32.2    (W)   HD_HELD2
 JZ1820* NAVD 88 ORTHO HEIGHT -   304.615 (meters)      999.39  (feet) ADJUSTED
 JZ1820  ______________________________________________________________________
 JZ1820  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ1820  DYNAMIC HEIGHT  -        304.423 (meters)      998.76  (feet) COMP
 JZ1820  MODELED GRAVITY -    979,988.7   (mgal)                       NAVD 88
 JZ1820
 JZ1820  VERT ORDER      -  FIRST     CLASS II
 JZ1820
 JZ1820.The horizontal coordinates were established by autonomous hand held GPS
 JZ1820.observations and have an estimated accuracy of +/- 10 meters.
 JZ1820
 JZ1820.The orthometric height was determined by differential leveling and
 JZ1820.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1820.in June 1991.
 JZ1820
 JZ1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1820.GEOID18 height accuracy estimate available here.
 JZ1820
 JZ1820.Click photographs - Photos may exist for this station.
 JZ1820
 JZ1820.The dynamic height is computed by dividing the NAVD 88
 JZ1820.geopotential number by the normal gravity value computed on the
 JZ1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1820.degrees latitude (g = 980.6199 gals.).
 JZ1820
 JZ1820.The modeled gravity was interpolated from observed gravity values.
 JZ1820
 JZ1820;                    North         East    Units  Estimated Accuracy
 JZ1820;SPC IN E     -   446,160.      145,254.      MT  (+/- 10 meters HH2 GPS)
 JZ1820
 JZ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6026447943(NAD 83)
 JZ1820
 JZ1820                          SUPERSEDED SURVEY CONTROL
 JZ1820
 JZ1820  NGVD 29 (??/??/92)  304.767  (m)          999.89   (f) ADJ UNCH    1 2
 JZ1820
 JZ1820.Superseded values are not recommended for survey control.
 JZ1820
 JZ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1820.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1820
 JZ1820_MARKER: DB = BENCH MARK DISK
 JZ1820_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ1820_SP_SET: BRIDGE HEADWALL
 JZ1820_STAMPING: S 272 1947
 JZ1820_MARK LOGO: CGS
 JZ1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1820
 JZ1820  HISTORY     - Date     Condition        Report By
 JZ1820  HISTORY     - 1947     MONUMENTED       CGS
 JZ1820  HISTORY     - 1986     GOOD             NGS
 JZ1820  HISTORY     - 19920329 GOOD             LOCENG
 JZ1820
 JZ1820                          STATION DESCRIPTION
 JZ1820
 JZ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1820'2.2 MI SE FROM MORRIS.
 JZ1820'ABOUT 2.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1820'FROM THE STATION AT MORRIS, SET IN THE TOP OF THE NORTHWEST END
 JZ1820'OF THE NORTHEAST HEAD WALL OF CONCRETE ARCH OVER PASS NO. 282A
 JZ1820'OVER A GRAVEL ROAD, 35 FEET SOUTH OF POLE NO. 43/07, 11.2 FEET
 JZ1820'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 JZ1820
 JZ1820                          STATION RECOVERY (1986)
 JZ1820
 JZ1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1820'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 JZ1820'SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH
 JZ1820'INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 8.0 KM (4.95 MI)
 JZ1820'SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.
 JZ1820
 JZ1820                          STATION RECOVERY (1992)
 JZ1820
 JZ1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ1820'RECOVERED IN GOOD CONDITION.  NOTE--PLACED CARSONITE MARKER ALONGSIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0911 ***********************************************************************
 JZ0911  DESIGNATION -  S 273
 JZ0911  PID         -  JZ0911
 JZ0911  STATE/COUNTY-  IN/DEARBORN
 JZ0911  COUNTRY     -  US
 JZ0911  USGS QUAD   -  HOOVEN (2016)
 JZ0911
 JZ0911                         *CURRENT SURVEY CONTROL
 JZ0911  ______________________________________________________________________
 JZ0911* NAD 83(1986) POSITION- 39 12 15.     (N) 084 52 00.     (W)   SCALED
 JZ0911* NAVD 88 ORTHO HEIGHT -   271.999 (meters)      892.38  (feet) ADJUSTED
 JZ0911  ______________________________________________________________________
 JZ0911  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 JZ0911  DYNAMIC HEIGHT  -        271.830 (meters)      891.83  (feet) COMP
 JZ0911  MODELED GRAVITY -    980,000.0   (mgal)                       NAVD 88
 JZ0911
 JZ0911  VERT ORDER      -  SECOND    CLASS 0
 JZ0911
 JZ0911.The horizontal coordinates were scaled from a map and have
 JZ0911.an estimated accuracy of +/- 6 seconds.
 JZ0911
 JZ0911.The orthometric height was determined by differential leveling and
 JZ0911.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0911.in June 1991.
 JZ0911
 JZ0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0911.GEOID18 height accuracy estimate available here.
 JZ0911
 JZ0911.Click photographs - Photos may exist for this station.
 JZ0911
 JZ0911.The dynamic height is computed by dividing the NAVD 88
 JZ0911.geopotential number by the normal gravity value computed on the
 JZ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0911.degrees latitude (g = 980.6199 gals.).
 JZ0911
 JZ0911.The modeled gravity was interpolated from observed gravity values.
 JZ0911
 JZ0911;                    North         East    Units  Estimated Accuracy
 JZ0911;SPC IN E     -   439,470.      169,100.      MT  (+/- 180 meters Scaled)
 JZ0911
 JZ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ842416(NAD 83)
 JZ0911
 JZ0911                          SUPERSEDED SURVEY CONTROL
 JZ0911
 JZ0911  NGVD 29 (??/??/92)  272.197  (m)          893.03   (f) ADJ UNCH    2 0
 JZ0911
 JZ0911.Superseded values are not recommended for survey control.
 JZ0911
 JZ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0911.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0911
 JZ0911_MARKER: DB = BENCH MARK DISK
 JZ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0911_STAMPING: S 273 1947
 JZ0911_MARK LOGO: CGS
 JZ0911_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0911+STABILITY: SURFACE MOTION
 JZ0911
 JZ0911  HISTORY     - Date     Condition        Report By
 JZ0911  HISTORY     - 1947     MONUMENTED       CGS
 JZ0911
 JZ0911                          STATION DESCRIPTION
 JZ0911
 JZ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0911'1.4 MI SW FROM BRIGHT.
 JZ0911'1.35 MILES SOUTHWEST ALONG A WINDING ROAD FROM THE PROVIDENCE
 JZ0911'PRESBYTERIAN CHURCH AT BRIGHT, AT A CORRECTION JOG IN THE
 JZ0911'MAIN ROAD (THE ROAD SOUTH BEING FURTHER WEST) AND THE JUNCTION
 JZ0911'OF A GRAVEL ROAD WEST, 167 FEET SOUTH OF THE CENTER LINE OF THE
 JZ0911'ROAD WEST, 19 FEET EAST OF THE CENTER LINE OF THE SOUTH TANGENT
 JZ0911'OF THE ROAD, 1.5 FEET WEST OF THE FENCE LINE, 2 FEET NORTH OF
 JZ0911'A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET ABOVE THE ROAD AND
 JZ0911'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 JZ0911'IS ABOUT 0.25 MILE SOUTHWEST OF A SMALL CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1273 ***********************************************************************
 JZ1273  DESIGNATION -  S 274
 JZ1273  PID         -  JZ1273
 JZ1273  STATE/COUNTY-  IN/FRANKLIN
 JZ1273  COUNTRY     -  US
 JZ1273  USGS QUAD   -  COLLEGE CORNER (2016)
 JZ1273
 JZ1273                         *CURRENT SURVEY CONTROL
 JZ1273  ______________________________________________________________________
 JZ1273* NAD 83(1986) POSITION- 39 30 33.4    (N) 084 51 44.3    (W)   HD_HELD2
 JZ1273* NAVD 88 ORTHO HEIGHT -   308.955 (meters)     1013.63  (feet) ADJUSTED
 JZ1273  ______________________________________________________________________
 JZ1273  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 JZ1273  DYNAMIC HEIGHT  -        308.777 (meters)     1013.05  (feet) COMP
 JZ1273  MODELED GRAVITY -    980,041.0   (mgal)                       NAVD 88
 JZ1273
 JZ1273  VERT ORDER      -  SECOND    CLASS 0
 JZ1273
 JZ1273.The horizontal coordinates were established by autonomous hand held GPS
 JZ1273.observations and have an estimated accuracy of +/- 10 meters.
 JZ1273
 JZ1273.The orthometric height was determined by differential leveling and
 JZ1273.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1273.in June 1991.
 JZ1273
 JZ1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1273.GEOID18 height accuracy estimate available here.
 JZ1273
 JZ1273.Click photographs - Photos may exist for this station.
 JZ1273
 JZ1273.The dynamic height is computed by dividing the NAVD 88
 JZ1273.geopotential number by the normal gravity value computed on the
 JZ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1273.degrees latitude (g = 980.6199 gals.).
 JZ1273
 JZ1273.The modeled gravity was interpolated from observed gravity values.
 JZ1273
 JZ1273;                    North         East    Units  Estimated Accuracy
 JZ1273;SPC IN E     -   473,344.      169,175.      MT  (+/- 10 meters HH2 GPS)
 JZ1273
 JZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8378075475(NAD 83)
 JZ1273
 JZ1273                          SUPERSEDED SURVEY CONTROL
 JZ1273
 JZ1273  NGVD 29 (??/??/92)  309.120  (m)         1014.17   (f) ADJ UNCH    2 0
 JZ1273
 JZ1273.Superseded values are not recommended for survey control.
 JZ1273
 JZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1273.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1273
 JZ1273_MARKER: DB = BENCH MARK DISK
 JZ1273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1273_SP_SET: BUILDING
 JZ1273_STAMPING: S 274 1947
 JZ1273_MARK LOGO: CGS
 JZ1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1273+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ1273
 JZ1273  HISTORY     - Date     Condition        Report By
 JZ1273  HISTORY     - 1947     MONUMENTED       CGS
 JZ1273  HISTORY     - 20050930 GOOD             GEOCAC
 JZ1273
 JZ1273                          STATION DESCRIPTION
 JZ1273
 JZ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1273'AT NEW BATH.
 JZ1273'AT NEW BATH, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 JZ1273'CORNER OF THE BATH STATE BANK BUILDING, 0.5 FOOT EAST OF THE
 JZ1273'CORNER AND 2.5 FEET ABOVE THE GROUND.
 JZ1273
 JZ1273                          STATION RECOVERY (2005)
 JZ1273
 JZ1273'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0920 ***********************************************************************
 HA0920  DESIGNATION -  S 275
 HA0920  PID         -  HA0920
 HA0920  STATE/COUNTY-  IN/POSEY
 HA0920  COUNTRY     -  US
 HA0920  USGS QUAD   -  MOUNT VERNON (2019)
 HA0920
 HA0920                         *CURRENT SURVEY CONTROL
 HA0920  ______________________________________________________________________
 HA0920* NAD 83(1986) POSITION- 37 56 27.     (N) 087 58 53.     (W)   SCALED
 HA0920* NAVD 88 ORTHO HEIGHT -   109.580 (meters)      359.51  (feet) ADJUSTED
 HA0920  ______________________________________________________________________
 HA0920  GEOID HEIGHT    -        -30.497 (meters)                     GEOID18
 HA0920  DYNAMIC HEIGHT  -        109.506 (meters)      359.27  (feet) COMP
 HA0920  MODELED GRAVITY -    979,950.0   (mgal)                       NAVD 88
 HA0920
 HA0920  VERT ORDER      -  FIRST     CLASS II
 HA0920
 HA0920.The horizontal coordinates were scaled from a map and have
 HA0920.an estimated accuracy of +/- 6 seconds.
 HA0920
 HA0920.The orthometric height was determined by differential leveling and
 HA0920.adjusted by the NATIONAL GEODETIC SURVEY
 HA0920.in June 1991.
 HA0920
 HA0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0920.GEOID18 height accuracy estimate available here.
 HA0920
 HA0920.Click photographs - Photos may exist for this station.
 HA0920
 HA0920.The dynamic height is computed by dividing the NAVD 88
 HA0920.geopotential number by the normal gravity value computed on the
 HA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0920.degrees latitude (g = 980.6199 gals.).
 HA0920
 HA0920.The modeled gravity was interpolated from observed gravity values.
 HA0920
 HA0920;                    North         East    Units  Estimated Accuracy
 HA0920;SPC IN W     -   299,310.      821,060.      MT  (+/- 180 meters Scaled)
 HA0920
 HA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG137997(NAD 83)
 HA0920
 HA0920                          SUPERSEDED SURVEY CONTROL
 HA0920
 HA0920  NGVD 29 (??/??/92)  109.691  (m)          359.88   (f) ADJ UNCH    1 2
 HA0920
 HA0920.Superseded values are not recommended for survey control.
 HA0920
 HA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0920.See file dsdata.pdf to determine how the superseded data were derived.
 HA0920
 HA0920_MARKER: DB = BENCH MARK DISK
 HA0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0920_SP_SET: BRIDGE
 HA0920_STAMPING: S 275 1954
 HA0920_MARK LOGO: CGS
 HA0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0920
 HA0920  HISTORY     - Date     Condition        Report By
 HA0920  HISTORY     - 1954     MONUMENTED       CGS
 HA0920  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0920  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0920
 HA0920                          STATION DESCRIPTION
 HA0920
 HA0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0920'2.7 MI W FROM UPTON.
 HA0920'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0920'AT UPTON, THENCE ABOUT 1.2 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT
 HA0920'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 HA0920'STATE HIGHWAY 762 AT PRAIRIE, ABOUT  0.3 MILE NORTH OF THE JUNCTION
 HA0920'OF A ROAD EAST, IN THE TOP OF THE NORTHWEST WING WALL OF THE NORTH
 HA0920'CONCRETE ABUTMENT OF A 10-FOOT CONCRETE AND STEEL BRIDGE (THE
 HA0920'THIRD BRIDGE NORTH OF ROAD JUNCTION), ABOUT 0.1 MILE NORTH OF
 HA0920'SOUTH EDGE OF A CULTIVATED FIELD, 10 1/2 FEET WEST OF CENTER
 HA0920'LINE OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 HA0920
 HA0920                          STATION RECOVERY (1976)
 HA0920
 HA0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0920'MARK NOT FOUND.
 HA0920
 HA0920                          STATION RECOVERY (1976)
 HA0920
 HA0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0920'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1673 ***********************************************************************
 JZ1673  DESIGNATION -  S 276
 JZ1673  PID         -  JZ1673
 JZ1673  STATE/COUNTY-  IN/FAYETTE
 JZ1673  COUNTRY     -  US
 JZ1673  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1673
 JZ1673                         *CURRENT SURVEY CONTROL
 JZ1673  ______________________________________________________________________
 JZ1673* NAD 83(1986) POSITION- 39 39 06.     (N) 085 09 14.     (W)   SCALED
 JZ1673* NAVD 88 ORTHO HEIGHT -   276.719 (meters)      907.87  (feet) ADJUSTED
 JZ1673  ______________________________________________________________________
 JZ1673  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ1673  DYNAMIC HEIGHT  -        276.555 (meters)      907.33  (feet) COMP
 JZ1673  MODELED GRAVITY -    980,027.1   (mgal)                       NAVD 88
 JZ1673
 JZ1673  VERT ORDER      -  SECOND    CLASS 0
 JZ1673
 JZ1673.The horizontal coordinates were scaled from a map and have
 JZ1673.an estimated accuracy of +/- 6 seconds.
 JZ1673
 JZ1673.The orthometric height was determined by differential leveling and
 JZ1673.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1673.in June 1991.
 JZ1673
 JZ1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1673.GEOID18 height accuracy estimate available here.
 JZ1673
 JZ1673.Click photographs - Photos may exist for this station.
 JZ1673
 JZ1673.The dynamic height is computed by dividing the NAVD 88
 JZ1673.geopotential number by the normal gravity value computed on the
 JZ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1673.degrees latitude (g = 980.6199 gals.).
 JZ1673
 JZ1673.The modeled gravity was interpolated from observed gravity values.
 JZ1673
 JZ1673;                    North         East    Units  Estimated Accuracy
 JZ1673;SPC IN E     -   488,970.      144,010.      MT  (+/- 180 meters Scaled)
 JZ1673
 JZ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ583907(NAD 83)
 JZ1673
 JZ1673                          SUPERSEDED SURVEY CONTROL
 JZ1673
 JZ1673  NGVD 29 (??/??/92)  276.858  (m)          908.33   (f) ADJ UNCH    2 0
 JZ1673
 JZ1673.Superseded values are not recommended for survey control.
 JZ1673
 JZ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1673.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1673
 JZ1673_MARKER: DB = BENCH MARK DISK
 JZ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1673_STAMPING: S 276 1947
 JZ1673_MARK LOGO: CGS
 JZ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1673+STABILITY: SURFACE MOTION
 JZ1673
 JZ1673  HISTORY     - Date     Condition        Report By
 JZ1673  HISTORY     - 1947     MONUMENTED       CGS
 JZ1673
 JZ1673                          STATION DESCRIPTION
 JZ1673
 JZ1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1673'1.2 MI W FROM CONNERSVILLE.
 JZ1673'ABOUT 1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1673'THE STATION AT CONNERSVILLE, AT POLE NUMBER 68-22, ABOUT 3 1/2
 JZ1673'POLES EAST OF SIGNAL NUMBER 68-29W, AT THE WEST END OF A CUT AND
 JZ1673'A PRIVATE ROAD CROSSING, 28 FEET SOUTH OF THE SOUTH RAIL OF THE
 JZ1673'TRACK, 12 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 JZ1673'46 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK
 JZ1673'OUT-BUILDING, 6 FEET NORTHEAST OF THE EAST GATE POST, 2 FEET EAST
 JZ1673'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 JZ1673'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1451 ***********************************************************************
 JZ1451  DESIGNATION -  S 277
 JZ1451  PID         -  JZ1451
 JZ1451  STATE/COUNTY-  IN/WAYNE
 JZ1451  COUNTRY     -  US
 JZ1451  USGS QUAD   -  NEW PARIS (2016)
 JZ1451
 JZ1451                         *CURRENT SURVEY CONTROL
 JZ1451  ______________________________________________________________________
 JZ1451* NAD 83(1986) POSITION- 39 49 36.     (N) 084 49 24.     (W)   SCALED
 JZ1451* NAVD 88 ORTHO HEIGHT -   323.446 (meters)     1061.17  (feet) ADJUSTED
 JZ1451  ______________________________________________________________________
 JZ1451  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 JZ1451  DYNAMIC HEIGHT  -        323.256 (meters)     1060.55  (feet) COMP
 JZ1451  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 JZ1451
 JZ1451  VERT ORDER      -  SECOND    CLASS 0
 JZ1451
 JZ1451.The horizontal coordinates were scaled from a map and have
 JZ1451.an estimated accuracy of +/- 6 seconds.
 JZ1451
 JZ1451.The orthometric height was determined by differential leveling and
 JZ1451.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1451.in June 1991.
 JZ1451
 JZ1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1451.GEOID18 height accuracy estimate available here.
 JZ1451
 JZ1451.Click photographs - Photos may exist for this station.
 JZ1451
 JZ1451.The dynamic height is computed by dividing the NAVD 88
 JZ1451.geopotential number by the normal gravity value computed on the
 JZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1451.degrees latitude (g = 980.6199 gals.).
 JZ1451
 JZ1451.The modeled gravity was interpolated from observed gravity values.
 JZ1451
 JZ1451;                    North         East    Units  Estimated Accuracy
 JZ1451;SPC IN E     -   508,610.      172,200.      MT  (+/- 180 meters Scaled)
 JZ1451
 JZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK862107(NAD 83)
 JZ1451
 JZ1451                          SUPERSEDED SURVEY CONTROL
 JZ1451
 JZ1451  NGVD 29 (??/??/92)  323.590  (m)         1061.64   (f) ADJ UNCH    2 0
 JZ1451
 JZ1451.Superseded values are not recommended for survey control.
 JZ1451
 JZ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1451.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1451
 JZ1451_MARKER: DB = BENCH MARK DISK
 JZ1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1451_STAMPING: S 277 1947
 JZ1451_MARK LOGO: CGS
 JZ1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1451+STABILITY: SURFACE MOTION
 JZ1451
 JZ1451  HISTORY     - Date     Condition        Report By
 JZ1451  HISTORY     - 1947     MONUMENTED       CGS
 JZ1451
 JZ1451                          STATION DESCRIPTION
 JZ1451
 JZ1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1451'1.8 MI NW FROM NEW WESTVILLE.
 JZ1451'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 JZ1451'STATE HIGHWAY 320 AT NEW WESTVILLE, THENCE ABOUT 0.35 MILE WEST
 JZ1451'ALONG THE OLD HIGHWAY ROUTE, AT THE EAST RICHMOND AIRPORT, 71.5
 JZ1451'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 JZ1451'HANGAR BUILDING, 22 FEET EAST OF THE CENTER LINE OF THE ENTRANCE
 JZ1451'ROAD, 4 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTH OF A WHITE
 JZ1451'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ENTRANCE ROAD AND
 JZ1451'SET IN THE TOP OF CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1304 ***********************************************************************
 HZ1304  DESIGNATION -  S 278
 HZ1304  PID         -  HZ1304
 HZ1304  STATE/COUNTY-  IN/CLARK
 HZ1304  COUNTRY     -  US
 HZ1304  USGS QUAD   -  BORDEN (2019)
 HZ1304
 HZ1304                         *CURRENT SURVEY CONTROL
 HZ1304  ______________________________________________________________________
 HZ1304* NAD 83(1986) POSITION- 38 28 15.     (N) 085 57 25.     (W)   SCALED
 HZ1304* NAVD 88 ORTHO HEIGHT -   175.661 (meters)      576.31  (feet) ADJUSTED
 HZ1304  ______________________________________________________________________
 HZ1304  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 HZ1304  DYNAMIC HEIGHT  -        175.543 (meters)      575.93  (feet) COMP
 HZ1304  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 HZ1304
 HZ1304  VERT ORDER      -  FIRST     CLASS II
 HZ1304
 HZ1304.The horizontal coordinates were scaled from a map and have
 HZ1304.an estimated accuracy of +/- 6 seconds.
 HZ1304
 HZ1304.The orthometric height was determined by differential leveling and
 HZ1304.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1304.in June 1991.
 HZ1304
 HZ1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1304.GEOID18 height accuracy estimate available here.
 HZ1304
 HZ1304.Click photographs - Photos may exist for this station.
 HZ1304
 HZ1304.The dynamic height is computed by dividing the NAVD 88
 HZ1304.geopotential number by the normal gravity value computed on the
 HZ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1304.degrees latitude (g = 980.6199 gals.).
 HZ1304
 HZ1304.The modeled gravity was interpolated from observed gravity values.
 HZ1304
 HZ1304;                    North         East    Units  Estimated Accuracy
 HZ1304;SPC IN E     -   357,800.       74,670.      MT  (+/- 180 meters Scaled)
 HZ1304
 HZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH909585(NAD 83)
 HZ1304
 HZ1304                          SUPERSEDED SURVEY CONTROL
 HZ1304
 HZ1304  NGVD 29 (??/??/92)  175.792  (m)          576.74   (f) ADJ UNCH    1 2
 HZ1304
 HZ1304.Superseded values are not recommended for survey control.
 HZ1304
 HZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1304.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1304
 HZ1304_MARKER: DB = BENCH MARK DISK
 HZ1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1304_SP_SET: ABUTMENT
 HZ1304_STAMPING: S 278 1949
 HZ1304_MARK LOGO: CGS
 HZ1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1304+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 HZ1304
 HZ1304  HISTORY     - Date     Condition        Report By
 HZ1304  HISTORY     - 1949     MONUMENTED       CGS
 HZ1304  HISTORY     - 20130717 GOOD             INDOT
 HZ1304
 HZ1304                          STATION DESCRIPTION
 HZ1304
 HZ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1304'0.6 MI NW FROM BORDEN.
 HZ1304'ABOUT 0.6 MILE NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 HZ1304'LOUISVILLE RAILWAY FROM THE STATION AT BORDEN, SET IN THE TOP
 HZ1304'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD
 HZ1304'BRIDGE 298.4, 13.7 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 HZ1304'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 HZ1304
 HZ1304                          STATION RECOVERY (2013)
 HZ1304
 HZ1304'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1304'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF
 HZ1304'PALMYRA, 7.8 MI (12.6 KM) SOUTH OF SOUTH BOSTON AND 0.7 MI (1.1 KM)
 HZ1304'WEST-NORTHWEST OF BORDEN.
 HZ1304'
 HZ1304'TO REACH FROM THE INTERSECTION OF SOUTH WEST STREET AND STATE ROAD 60
 HZ1304'(AKA WEST WATER STREET) IN BORDEN, TRAVEL NORTHWEST 0.58 MI (0.93 KM)
 HZ1304'ON STATE ROAD 60 (AKA WEST WATER STREET) TO ELM STREET, TURN RIGHT
 HZ1304'(NORTH) AND TRAVEL 170 FT (51.8 M) ON ELM STREET TO WEST MAIN STREET,
 HZ1304'TURN RIGHT (SOUTHEAST) AND TRAVEL 35 FT (10.7 M) ON WEST MAIN STREET
 HZ1304'TO THE PRIVATE DRIVE FOR 558 WEST MAIN STREET, TURN LEFT (NORTHEAST)
 HZ1304'AND TRAVEL 40 FT (12.2 M) ON SAID PRIVATE DRIVE TO THE MONUMENT ON THE
 HZ1304'LEFT (NORTHWEST). STATION IS LOCATED 100 FT (30.5 M) NORTHWEST OF THE
 HZ1304'CENTERLINE OF SAID PRIVATE DRIVE.
 HZ1304'
 HZ1304'THE STATION IS LOCATED 79 FT (24.1 M) NORTH-NORTHWEST OF THE
 HZ1304'INTERSECTION OF WEST MAIN STREET AND ELM STREET, 14.5 FT (4.4 M) NORTH
 HZ1304'OF THE NORTH RAILROAD RAIL, AND 19 FT (5.8 M) NORTHWEST OF A CSX NO
 HZ1304'TRESPASSING SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0171 ***********************************************************************
 JA0171  DESIGNATION -  S 279
 JA0171  PID         -  JA0171
 JA0171  STATE/COUNTY-  IN/ORANGE
 JA0171  COUNTRY     -  US
 JA0171  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0171
 JA0171                         *CURRENT SURVEY CONTROL
 JA0171  ______________________________________________________________________
 JA0171* NAD 83(1986) POSITION- 38 40 20.     (N) 086 20 24.     (W)   SCALED
 JA0171* NAVD 88 ORTHO HEIGHT -   228.463 (meters)      749.55  (feet) ADJUSTED
 JA0171  ______________________________________________________________________
 JA0171  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 JA0171  DYNAMIC HEIGHT  -        228.311 (meters)      749.05  (feet) COMP
 JA0171  MODELED GRAVITY -    979,961.2   (mgal)                       NAVD 88
 JA0171
 JA0171  VERT ORDER      -  FIRST     CLASS II
 JA0171
 JA0171.The horizontal coordinates were scaled from a map and have
 JA0171.an estimated accuracy of +/- 6 seconds.
 JA0171
 JA0171.The orthometric height was determined by differential leveling and
 JA0171.adjusted by the NATIONAL GEODETIC SURVEY
 JA0171.in June 1991.
 JA0171
 JA0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0171.GEOID18 height accuracy estimate available here.
 JA0171
 JA0171.Click photographs - Photos may exist for this station.
 JA0171
 JA0171.The dynamic height is computed by dividing the NAVD 88
 JA0171.geopotential number by the normal gravity value computed on the
 JA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0171.degrees latitude (g = 980.6199 gals.).
 JA0171
 JA0171.The modeled gravity was interpolated from observed gravity values.
 JA0171
 JA0171;                    North         East    Units  Estimated Accuracy
 JA0171;SPC IN W     -   380,370.      964,690.      MT  (+/- 180 meters Scaled)
 JA0171
 JA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574806(NAD 83)
 JA0171
 JA0171                          SUPERSEDED SURVEY CONTROL
 JA0171
 JA0171  NGVD 29 (??/??/92)  228.571  (m)          749.90   (f) ADJ UNCH    1 2
 JA0171
 JA0171.Superseded values are not recommended for survey control.
 JA0171
 JA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0171.See file dsdata.pdf to determine how the superseded data were derived.
 JA0171
 JA0171_MARKER: DB = BENCH MARK DISK
 JA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0171_STAMPING: S 279 1949
 JA0171_MARK LOGO: CGS
 JA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0171+STABILITY: SURFACE MOTION
 JA0171
 JA0171  HISTORY     - Date     Condition        Report By
 JA0171  HISTORY     - 1949     MONUMENTED       CGS
 JA0171  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0171
 JA0171                          STATION DESCRIPTION
 JA0171
 JA0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0171'4.8 MI NW FROM CAMPBELLSBURG.
 JA0171'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0171'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, AT A ROAD
 JA0171'CROSSING, AT A POINT WHERE STATE HIGHWAY 60 TURNS NORTHWEST AWAY
 JA0171'FROM THE RAILWAY, 35 FEET SOUTHWEST OF THE CENTER OF THE
 JA0171'CROSSING, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 JA0171'SOUTHEAST, 27 FEET SOUTH OF THE SOUTH RAIL, 9 FEET WEST OF A
 JA0171'FENCE CORNER, 1 FOOT NORTH OF THE R/W FENCE LINE, 1.5 FEET EAST
 JA0171'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 JA0171'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JA0171'INCHES.
 JA0171
 JA0171                          STATION RECOVERY (2023)
 JA0171
 JA0171'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0405 ***********************************************************************
 KA0405  CBN         -  This is a Cooperative Base Network Control Station.
 KA0405  DESIGNATION -  S 280
 KA0405  PID         -  KA0405
 KA0405  STATE/COUNTY-  IN/GREENE
 KA0405  COUNTRY     -  US
 KA0405  USGS QUAD   -  SOLSBERRY (2019)
 KA0405
 KA0405                         *CURRENT SURVEY CONTROL
 KA0405  ______________________________________________________________________
 KA0405* NAD 83(2011) POSITION- 39 00 57.25623(N) 086 50 24.41309(W)   ADJUSTED
 KA0405* NAD 83(2011) ELLIP HT-   172.103 (meters)        (06/27/12)   ADJUSTED
 KA0405* NAD 83(2011) EPOCH   -  2010.00
 KA0405* NAVD 88 ORTHO HEIGHT -   204.997 (meters)      672.56  (feet) ADJUSTED
 KA0405  ______________________________________________________________________
 KA0405  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KA0405  NAD 83(2011) X  -    273,536.867 (meters)                     COMP
 KA0405  NAD 83(2011) Y  - -4,954,804.962 (meters)                     COMP
 KA0405  NAD 83(2011) Z  -  3,993,797.380 (meters)                     COMP
 KA0405  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 KA0405  DYNAMIC HEIGHT  -        204.870 (meters)      672.14  (feet) COMP
 KA0405  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 KA0405
 KA0405  VERT ORDER      -  FIRST     CLASS II
 KA0405
 KA0405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0405  Standards:
 KA0405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0405  -------------------------------------------------------------------
 KA0405  NETWORK    0.40   0.80           0.18   0.14   0.41      0.03435175
 KA0405  -------------------------------------------------------------------
 KA0405  Click here for local accuracies and other accuracy information.
 KA0405
 KA0405.The horizontal coordinates were established by GPS observations
 KA0405.and adjusted by the National Geodetic Survey in June 2012.
 KA0405
 KA0405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0405.been affixed to the stable North American tectonic plate. See 
 KA0405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0405
 KA0405.The horizontal coordinates are valid at the epoch date displayed above
 KA0405.which is a decimal equivalence of Year/Month/Day.
 KA0405
 KA0405.The orthometric height was determined by differential leveling and
 KA0405.adjusted by the NATIONAL GEODETIC SURVEY
 KA0405.in June 1991.
 KA0405
 KA0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0405.GEOID18 height accuracy estimate available here.
 KA0405
 KA0405.Click photographs - Photos may exist for this station.
 KA0405
 KA0405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0405
 KA0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0405
 KA0405.The ellipsoidal height was determined by GPS observations
 KA0405.and is referenced to NAD 83.
 KA0405
 KA0405.The dynamic height is computed by dividing the NAVD 88
 KA0405.geopotential number by the normal gravity value computed on the
 KA0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0405.degrees latitude (g = 980.6199 gals.).
 KA0405
 KA0405.The modeled gravity was interpolated from observed gravity values.
 KA0405
 KA0405. The following values were computed from the NAD 83(2011) position.
 KA0405
 KA0405;                    North         East     Units Scale Factor Converg.
 KA0405;SPC IN W     -   418,290.027   921,063.745   MT  0.99997213   +0 09 11.2
 KA0405;SPC IN W     - 1,372,339.86  3,021,856.64   sFT  0.99997213   +0 09 11.2
 KA0405;UTM  16      - 4,318,553.684   513,841.648   MT  0.99960236   +0 06 02.4
 KA0405
 KA0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0405!SPC IN W     -   0.99997300  x   0.99997213  =   0.99994513
 KA0405!UTM  16      -   0.99997300  x   0.99960236  =   0.99957537
 KA0405
 KA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1384118553(NAD 83)
 KA0405
 KA0405                          SUPERSEDED SURVEY CONTROL
 KA0405
 KA0405  NAD 83(2007)-  39 00 57.25631(N)    086 50 24.41395(W) AD(2002.00) 0
 KA0405  ELLIP H (02/10/07)  172.126  (m)                       GP(2002.00)    
 KA0405  NAD 83(1997)-  39 00 57.25641(N)    086 50 24.41413(W) AD(       ) B
 KA0405  ELLIP H (04/10/98)  172.133  (m)                       GP(       ) 4 1
 KA0405  NAVD 88             205.00   (m)          672.6    (f) LEVELING    3  
 KA0405  NGVD 29 (??/??/92)  205.125  (m)          672.98   (f) ADJ UNCH    1 2
 KA0405
 KA0405.Superseded values are not recommended for survey control.
 KA0405
 KA0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0405.See file dsdata.pdf to determine how the superseded data were derived.
 KA0405
 KA0405_MARKER: DB = BENCH MARK DISK
 KA0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0405_STAMPING: S 280 1949
 KA0405_MARK LOGO: CGS
 KA0405_PROJECTION: FLUSH
 KA0405_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0405+STABILITY: SURFACE MOTION
 KA0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0405+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 KA0405
 KA0405  HISTORY     - Date     Condition        Report By
 KA0405  HISTORY     - 1949     MONUMENTED       CGS
 KA0405  HISTORY     - 19970818 SEE DESCRIPTION  SEC
 KA0405  HISTORY     - 20100511 GOOD             AEROME
 KA0405  HISTORY     - 20110706 GOOD             INDIV
 KA0405  HISTORY     - 20140113 GOOD             INDOT
 KA0405
 KA0405                          STATION DESCRIPTION
 KA0405
 KA0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0405'0.4 MI E FROM PARK.
 KA0405'0.4 MILE EAST ALONG THE GRAVEL ROAD FROM THE PARK SCHOOL AT
 KA0405'PARK, ABOUT 0.8 MILE WEST FROM THE JUNCTION OF A ROAD NORTH,
 KA0405'AT A T FENCE CORNER AT AN ABANDONED CHURCH, 52 FEET WEST-NORTHWEST
 KA0405'OF THE NORTHWEST CORNER OF THE CHURCH, 39 FEET SOUTHEAST AND
 KA0405'ACROSS THE ROAD FROM POWER POLE WITH A TRANSFORMER, 18 FEET SOUTH
 KA0405'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE T FENCE CORNER,
 KA0405'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 KA0405'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA0405'PROJECTING 4 INCHES.
 KA0405
 KA0405                          STATION RECOVERY (1997)
 KA0405
 KA0405'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0405'FROM BLOOMFIELD, TRAVEL 7.64 KM (4.75 MI) EAST OF U.S. 54.  TURN SOUTH
 KA0405'ON TO COUNTY ROAD 530 EAST AND TRAVEL 1.45 KM (0.90 MI) TO THE
 KA0405'JUNCTION WITH COUNTY ROAD 50 NORTH.  TRAVEL EAST ON COUNTY ROAD 50
 KA0405'NORTH FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH 500 EAST.  TRAVEL
 KA0405'SOUTH ON 500 EAST FOR 2.25 KM (1.40 MI) TO THE INTERSECTION OF COUNTY
 KA0405'ROAD 50 SOUTH WITH 500 EAST.  TURN EAST AND TRAVEL ON COUNTY ROAD 50
 KA0405'SOUTH FOR 0.72 KM (0.45 MI).  THE STATION IS LOCATED SOUTH OF COUNTY
 KA0405'ROAD 50 SOUTH, ON THE COUNTY RIGHT-OF-WAY ADJACENT TO THE PROPERTY OF
 KA0405'CHARLES HELMS.  CONTACT DAVID O. ANDERSON, COUNTY ROAD SUPERVISOR,
 KA0405'COURTHOUSE, ROOM G05, BLOOMFIELD IN 47424, PHONE 812-384-2017. LOCATED
 KA0405'6.71 METERS (22.01 FT) WEST AND 0.91 METERS (2.99 FT) SOUTH OF A
 KA0405'TELEPHONE POLE, 5.33 METERS (17.49 FT) SOUTH OF THE COUNTY ROAD 50
 KA0405'SOUTH CENTER, 101 METERS (331.4 FT) WEST OF THE CENTER OF THE WEST
 KA0405'DRIVEWAY ON THE PROPERTY OWNED BY CHARLES HELMS, 78.5 METERS (257.5
 KA0405'FT) EAST OF THE CENTER OF THE EAST DRIVEWAY ON PROPERTY OWNED BY RALPH
 KA0405'RAPER, ABOUT 0.3 METERS (1.0 FT) ABOVE THE ROAD LEVEL, IN THE TOP OF A
 KA0405'ROUND CONCRETE MONUMENT PROJECTING 20 CM ABOVE GROUND. THE MONUMENT
 KA0405'APPEARS TO HAVE BEEN STRUCK, AS A PORTION OF THE TOP OF THE CONCRETE
 KA0405'MONUMENT ON THE WEST SIDE IS MISSING.  IT ALSO APPEARS TO HAVE BEEN
 KA0405'DISTURBED, AS THE TOP OF THE MONUMENT SLOPES, 5/16 INCH PER FOOT TO
 KA0405'THE EAST.
 KA0405
 KA0405                          STATION RECOVERY (2010)
 KA0405
 KA0405'RECOVERY NOTE BY AERO METRIC INC 2010
 KA0405'RECOVERED IN GOOD CONDITION.
 KA0405
 KA0405                          STATION RECOVERY (2011)
 KA0405
 KA0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0405'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0405
 KA0405                          STATION RECOVERY (2014)
 KA0405
 KA0405'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (BJR)
 KA0405'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0126 ***********************************************************************
 JA0126  DESIGNATION -  S 281
 JA0126  PID         -  JA0126
 JA0126  STATE/COUNTY-  IN/LAWRENCE
 JA0126  COUNTRY     -  US
 JA0126  USGS QUAD   -  BEDFORD EAST (2019)
 JA0126
 JA0126                         *CURRENT SURVEY CONTROL
 JA0126  ______________________________________________________________________
 JA0126* NAD 83(1986) POSITION- 38 51 24.     (N) 086 27 26.     (W)   SCALED
 JA0126* NAVD 88 ORTHO HEIGHT -   165.014 (meters)      541.38  (feet) ADJUSTED
 JA0126  ______________________________________________________________________
 JA0126  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 JA0126  DYNAMIC HEIGHT  -        164.912 (meters)      541.05  (feet) COMP
 JA0126  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 JA0126
 JA0126  VERT ORDER      -  FIRST     CLASS II
 JA0126
 JA0126.The horizontal coordinates were scaled from a map and have
 JA0126.an estimated accuracy of +/- 6 seconds.
 JA0126
 JA0126.The orthometric height was determined by differential leveling and
 JA0126.adjusted by the NATIONAL GEODETIC SURVEY
 JA0126.in June 1991.
 JA0126
 JA0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0126.GEOID18 height accuracy estimate available here.
 JA0126
 JA0126.Click photographs - Photos may exist for this station.
 JA0126
 JA0126.The dynamic height is computed by dividing the NAVD 88
 JA0126.geopotential number by the normal gravity value computed on the
 JA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0126.degrees latitude (g = 980.6199 gals.).
 JA0126
 JA0126.The modeled gravity was interpolated from observed gravity values.
 JA0126
 JA0126;                    North         East    Units  Estimated Accuracy
 JA0126;SPC IN W     -   400,770.      954,350.      MT  (+/- 180 meters Scaled)
 JA0126
 JA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ470010(NAD 83)
 JA0126
 JA0126                          SUPERSEDED SURVEY CONTROL
 JA0126
 JA0126  NGVD 29 (??/??/92)  165.131  (m)          541.77   (f) ADJ UNCH    1 2
 JA0126
 JA0126.Superseded values are not recommended for survey control.
 JA0126
 JA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0126.See file dsdata.pdf to determine how the superseded data were derived.
 JA0126
 JA0126_MARKER: DB = BENCH MARK DISK
 JA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0126_STAMPING: S 281 1949
 JA0126_MARK LOGO: CGS
 JA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0126+STABILITY: SURFACE MOTION
 JA0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0126+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2018
 JA0126
 JA0126  HISTORY     - Date     Condition        Report By
 JA0126  HISTORY     - 1949     MONUMENTED       CGS
 JA0126  HISTORY     - 1967     GOOD             CGS
 JA0126  HISTORY     - 20180403 GOOD             MCA
 JA0126
 JA0126                          STATION DESCRIPTION
 JA0126
 JA0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0126'1.5 MI E FROM BEDFORD.
 JA0126'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0126'BEDFORD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 JA0126'LEADING TO THE MUNICIPAL AIRPORT, SOUTHEAST OF THE CENTER OF THE
 JA0126'JUNCTION OF THE BLACK TOP ROAD AND A DRIVE SOUTH, 29 FEET EAST
 JA0126'OF THE CENTER LINE OF THE DRIVE, 19 FEET SOUTH OF THE CENTER
 JA0126'LINE OF THE BLACK TOP ROAD, 2 FEET EAST OF A 3 FOOT SQUARE ROCK
 JA0126'POST, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA0126'BELOW THE LEVEL OF THE BLACK TOP ROAD AND SET IN THE TOP OF A
 JA0126'CONCRETE POST PROJECTING 5 INCHES.
 JA0126
 JA0126                          STATION RECOVERY (1967)
 JA0126
 JA0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0126'RECOVERED IN GOOD CONDITION.
 JA0126
 JA0126                          STATION RECOVERY (2018)
 JA0126
 JA0126'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JA0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1231 ***********************************************************************
 JA1231  DESIGNATION -  S 282
 JA1231  PID         -  JA1231
 JA1231  STATE/COUNTY-  IN/POSEY
 JA1231  COUNTRY     -  US
 JA1231  USGS QUAD   -  SOLITUDE (2019)
 JA1231
 JA1231                         *CURRENT SURVEY CONTROL
 JA1231  ______________________________________________________________________
 JA1231* NAD 83(1986) POSITION- 38 03 11.     (N) 087 59 05.     (W)   SCALED
 JA1231* NAVD 88 ORTHO HEIGHT -   114.246 (meters)      374.82  (feet) ADJUSTED
 JA1231  ______________________________________________________________________
 JA1231  GEOID HEIGHT    -        -30.655 (meters)                     GEOID18
 JA1231  DYNAMIC HEIGHT  -        114.169 (meters)      374.57  (feet) COMP
 JA1231  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 JA1231
 JA1231  VERT ORDER      -  FIRST     CLASS II
 JA1231
 JA1231.The horizontal coordinates were scaled from a map and have
 JA1231.an estimated accuracy of +/- 6 seconds.
 JA1231
 JA1231.The orthometric height was determined by differential leveling and
 JA1231.adjusted by the NATIONAL GEODETIC SURVEY
 JA1231.in June 1991.
 JA1231
 JA1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1231.GEOID18 height accuracy estimate available here.
 JA1231
 JA1231.Click photographs - Photos may exist for this station.
 JA1231
 JA1231.The dynamic height is computed by dividing the NAVD 88
 JA1231.geopotential number by the normal gravity value computed on the
 JA1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1231.degrees latitude (g = 980.6199 gals.).
 JA1231
 JA1231.The modeled gravity was interpolated from observed gravity values.
 JA1231
 JA1231;                    North         East    Units  Estimated Accuracy
 JA1231;SPC IN W     -   311,770.      820,890.      MT  (+/- 180 meters Scaled)
 JA1231
 JA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH136121(NAD 83)
 JA1231
 JA1231                          SUPERSEDED SURVEY CONTROL
 JA1231
 JA1231  NGVD 29 (??/??/92)  114.363  (m)          375.21   (f) ADJ UNCH    1 2
 JA1231
 JA1231.Superseded values are not recommended for survey control.
 JA1231
 JA1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1231.See file dsdata.pdf to determine how the superseded data were derived.
 JA1231
 JA1231_MARKER: DB = BENCH MARK DISK
 JA1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1231_STAMPING: S 282 1954
 JA1231_MARK LOGO: CGS
 JA1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1231+STABILITY: SURFACE MOTION
 JA1231
 JA1231  HISTORY     - Date     Condition        Report By
 JA1231  HISTORY     - 1954     MONUMENTED       CGS
 JA1231
 JA1231                          STATION DESCRIPTION
 JA1231
 JA1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1231'7.6 MI SW FROM NEW HARMONY.
 JA1231'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1231'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1231'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1231'THENCE ABOUT 2.75 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD,
 JA1231'ABOUT 130 YARDS EAST-SOUTHEAST OF LEFT BANK OF WABASH RIVER, AT
 JA1231'THE JUNCTION OF ENTRANCE ROAD TO CAMP POHOKO OF BOY SCOUTS OF
 JA1231'AMERICA, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, 40 FEET EAST
 JA1231'OF CENTER OF JUNCTION OF ENTRANCE ROAD, 38 FEET EAST OF CENTER
 JA1231'LINE OF ENTRANCE ROAD, 50 FEET SOUTH-SOUTHEAST AND ACROSS MAIN
 JA1231'ROAD FROM TELEPHONE POLE NO. 23, 5 FEET WEST OF A FENCE LINE,
 JA1231'8 1/2 FEET NORTHWEST OF A 12-INCH OAK TREE IN FENCE LINE, 2 FEET
 JA1231'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 JA1231'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1231'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1172 ***********************************************************************
 JA1172  DESIGNATION -  S 283
 JA1172  PID         -  JA1172
 JA1172  STATE/COUNTY-  IN/GIBSON
 JA1172  COUNTRY     -  US
 JA1172  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1172
 JA1172                         *CURRENT SURVEY CONTROL
 JA1172  ______________________________________________________________________
 JA1172* NAD 83(1986) POSITION- 38 23 05.28   (N) 087 45 43.87   (W)   HD_HELD1
 JA1172* NAVD 88 ORTHO HEIGHT -   120.033 (meters)      393.81  (feet) ADJUSTED
 JA1172  ______________________________________________________________________
 JA1172  GEOID HEIGHT    -        -31.260 (meters)                     GEOID18
 JA1172  DYNAMIC HEIGHT  -        119.957 (meters)      393.56  (feet) COMP
 JA1172  MODELED GRAVITY -    979,989.7   (mgal)                       NAVD 88
 JA1172
 JA1172  VERT ORDER      -  FIRST     CLASS II
 JA1172
 JA1172.The horizontal coordinates were determined by differentially corrected
 JA1172.hand held GPS observations or other comparable positioning techniques
 JA1172.and have an estimated accuracy of +/- 3 meters.
 JA1172
 JA1172.The orthometric height was determined by differential leveling and
 JA1172.adjusted by the NATIONAL GEODETIC SURVEY
 JA1172.in June 1991.
 JA1172
 JA1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1172.GEOID18 height accuracy estimate available here.
 JA1172
 JA1172.Click photographs - Photos may exist for this station.
 JA1172
 JA1172.The dynamic height is computed by dividing the NAVD 88
 JA1172.geopotential number by the normal gravity value computed on the
 JA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1172.degrees latitude (g = 980.6199 gals.).
 JA1172
 JA1172.The modeled gravity was interpolated from observed gravity values.
 JA1172
 JA1172;                    North         East    Units  Estimated Accuracy
 JA1172;SPC IN W     -   348,423.6     840,689.3     MT  (+/- 3 meters HH1 GPS) 
 JA1172
 JA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3343248785(NAD 83)
 JA1172
 JA1172                          SUPERSEDED SURVEY CONTROL
 JA1172
 JA1172  NGVD 29 (??/??/92)  120.170  (m)          394.26   (f) ADJ UNCH    1 2
 JA1172
 JA1172.Superseded values are not recommended for survey control.
 JA1172
 JA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1172.See file dsdata.pdf to determine how the superseded data were derived.
 JA1172
 JA1172_MARKER: DB = BENCH MARK DISK
 JA1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1172_STAMPING: S 283 1954
 JA1172_MARK LOGO: CGS
 JA1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1172+STABILITY: SURFACE MOTION
 JA1172
 JA1172  HISTORY     - Date     Condition        Report By
 JA1172  HISTORY     - 1954     MONUMENTED       CGS
 JA1172  HISTORY     - 1965     GOOD             CGS
 JA1172
 JA1172                          STATION DESCRIPTION
 JA1172
 JA1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1172'1 MI SW FROM MT CARMEL.
 JA1172'ABOUT 0.95 MILE SOUTHWEST ALONG GRAVELED ROAD NUMBER 1025W FROM
 JA1172'THE STATE HIGHWAY 64 BRIDGE OVER THE WABASH RIVER AT MT. CARMEL,
 JA1172'ILLINOIS, 0.1 MILE SOUTHWEST OF A Y-FORKED ROAD JUNCTION AND A
 JA1172'HOUSE OWNED BY MR. ODA KRIEG, 39 FEET SOUTHEAST OF THE CENTER LINE
 JA1172'OF THE GRAVELED ROAD, 15 FEET EAST OF THE CENTER LINE OF A PRIVATE
 JA1172'DRIVEWAY, 38 FEET NORTH-NORTHEAST AND ACROSS THE DRIVEWAY FROM A
 JA1172'26-INCH HACKBERRY TREE, 26 FEET NORTHWEST OF A 24-INCH OAK TREE
 JA1172'WHICH BEARS A TRIANGULAR BLAZE, ABOUT LEVEL WITH THE GRAVELED ROAD,
 JA1172'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1152 ***********************************************************************
 JA1152  DESIGNATION -  S 284
 JA1152  PID         -  JA1152
 JA1152  STATE/COUNTY-  IN/KNOX
 JA1152  COUNTRY     -  US
 JA1152  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1152
 JA1152                         *CURRENT SURVEY CONTROL
 JA1152  ______________________________________________________________________
 JA1152* NAD 83(1986) POSITION- 38 29 16.     (N) 087 41 22.     (W)   SCALED
 JA1152* NAVD 88 ORTHO HEIGHT -   122.174 (meters)      400.83  (feet) ADJUSTED
 JA1152  ______________________________________________________________________
 JA1152  GEOID HEIGHT    -        -31.384 (meters)                     GEOID18
 JA1152  DYNAMIC HEIGHT  -        122.097 (meters)      400.58  (feet) COMP
 JA1152  MODELED GRAVITY -    979,999.0   (mgal)                       NAVD 88
 JA1152
 JA1152  VERT ORDER      -  FIRST     CLASS II
 JA1152
 JA1152.The horizontal coordinates were scaled from a map and have
 JA1152.an estimated accuracy of +/- 6 seconds.
 JA1152
 JA1152.The orthometric height was determined by differential leveling and
 JA1152.adjusted by the NATIONAL GEODETIC SURVEY
 JA1152.in June 1991.
 JA1152
 JA1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1152.GEOID18 height accuracy estimate available here.
 JA1152
 JA1152.Click photographs - Photos may exist for this station.
 JA1152
 JA1152.The dynamic height is computed by dividing the NAVD 88
 JA1152.geopotential number by the normal gravity value computed on the
 JA1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1152.degrees latitude (g = 980.6199 gals.).
 JA1152
 JA1152.The modeled gravity was interpolated from observed gravity values.
 JA1152
 JA1152;                    North         East    Units  Estimated Accuracy
 JA1152;SPC IN W     -   359,810.      847,120.      MT  (+/- 180 meters Scaled)
 JA1152
 JA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH398601(NAD 83)
 JA1152
 JA1152                          SUPERSEDED SURVEY CONTROL
 JA1152
 JA1152  NGVD 29 (??/??/92)  122.309  (m)          401.28   (f) ADJ UNCH    1 2
 JA1152
 JA1152.Superseded values are not recommended for survey control.
 JA1152
 JA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1152.See file dsdata.pdf to determine how the superseded data were derived.
 JA1152
 JA1152_MARKER: DB = BENCH MARK DISK
 JA1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1152_STAMPING: S 284 1954
 JA1152_MARK LOGO: CGS
 JA1152_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1152+STABILITY: SURFACE MOTION
 JA1152
 JA1152  HISTORY     - Date     Condition        Report By
 JA1152  HISTORY     - 1954     MONUMENTED       CGS
 JA1152  HISTORY     - 20130627 MARK NOT FOUND   INDOT
 JA1152
 JA1152                          STATION DESCRIPTION
 JA1152
 JA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1152'8.6 MI NE FROM MT CARMEL.
 JA1152'ABOUT 8.65 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1152'LEFT BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT.
 JA1152'CARMEL, ILLINOIS, ABOUT 0.55 MILE SOUTHWEST OF JUNCTION OF A
 JA1152'ROAD SOUTH, 59 FEET SOUTHEAST OF CENTER LINE OF ROAD, 106 FEET
 JA1152'SOUTH-SOUTHWEST AND ACROSS A DRIVE FROM A POWER POLE WITH BRANCH
 JA1152'LINE SOUTHEAST TO A HOUSE, 67 FEET SOUTH OF CENTER OF JUNCTION
 JA1152'OF ROAD AND DRIVE SOUTHEAST TO A TWO-STORY WHITE HOUSE WHICH IS
 JA1152'ABOUT 0.1 MILE SOUTHEAST OF ROAD AND KNOWN AS JOSEPH P. STUCKLER
 JA1152'PLACE, 22 FEET SOUTHWEST OF CENTER LINE OF DRIVE, 6 FEET SOUTH OF
 JA1152'A TRIANGULAR BLAZED 12-INCH HEDGE TREE AND LOCATED IN A GROVE OF
 JA1152'SMALL HEDGE TREES, 2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN
 JA1152'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 JA1152'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA1152
 JA1152                          STATION RECOVERY (2013)
 JA1152
 JA1152'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (JK)
 JA1152'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1163 ***********************************************************************
 JA1163  DESIGNATION -  S 285
 JA1163  PID         -  JA1163
 JA1163  STATE/COUNTY-  IN/GIBSON
 JA1163  COUNTRY     -  US
 JA1163  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1163
 JA1163                         *CURRENT SURVEY CONTROL
 JA1163  ______________________________________________________________________
 JA1163* NAD 83(1986) POSITION- 38 24 53.     (N) 087 44 18.     (W)   SCALED
 JA1163* NAVD 88 ORTHO HEIGHT -   119.885 (meters)      393.32  (feet) ADJUSTED
 JA1163  ______________________________________________________________________
 JA1163  GEOID HEIGHT    -        -31.300 (meters)                     GEOID18
 JA1163  DYNAMIC HEIGHT  -        119.808 (meters)      393.07  (feet) COMP
 JA1163  MODELED GRAVITY -    979,990.3   (mgal)                       NAVD 88
 JA1163
 JA1163  VERT ORDER      -  FIRST     CLASS II
 JA1163
 JA1163.The horizontal coordinates were scaled from a map and have
 JA1163.an estimated accuracy of +/- 6 seconds.
 JA1163
 JA1163.The orthometric height was determined by differential leveling and
 JA1163.adjusted by the NATIONAL GEODETIC SURVEY
 JA1163.in June 1991.
 JA1163
 JA1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1163.GEOID18 height accuracy estimate available here.
 JA1163
 JA1163.Click photographs - Photos may exist for this station.
 JA1163
 JA1163.The dynamic height is computed by dividing the NAVD 88
 JA1163.geopotential number by the normal gravity value computed on the
 JA1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1163.degrees latitude (g = 980.6199 gals.).
 JA1163
 JA1163.The modeled gravity was interpolated from observed gravity values.
 JA1163
 JA1163;                    North         East    Units  Estimated Accuracy
 JA1163;SPC IN W     -   351,730.      842,800.      MT  (+/- 180 meters Scaled)
 JA1163
 JA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH355520(NAD 83)
 JA1163
 JA1163                          SUPERSEDED SURVEY CONTROL
 JA1163
 JA1163  NGVD 29 (??/??/92)  120.021  (m)          393.77   (f) ADJ UNCH    1 2
 JA1163
 JA1163.Superseded values are not recommended for survey control.
 JA1163
 JA1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1163.See file dsdata.pdf to determine how the superseded data were derived.
 JA1163
 JA1163_MARKER: DB = BENCH MARK DISK
 JA1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1163_STAMPING: S 285 1954
 JA1163_MARK LOGO: CGS
 JA1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1163+STABILITY: SURFACE MOTION
 JA1163
 JA1163  HISTORY     - Date     Condition        Report By
 JA1163  HISTORY     - 1954     MONUMENTED       CGS
 JA1163
 JA1163                          STATION DESCRIPTION
 JA1163
 JA1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1163'NEAR MT CARMEL.
 JA1163'MARK IS LOCATED THE LEFT BANK OF WHITE RIVER, ABOUT 0.25 MILE
 JA1163'UPSTREAM ALONG WHITE RIVER FROM ITS CONFLUENCE WITH WABASH RIVER
 JA1163'OPPOSITE MT. CARMEL, ILLINOIS, 16 FEET NORTHWEST OF CENTER LINE
 JA1163'OF A DIRT ROAD PARALLELING LEFT BANK OF WHITE RIVER, 198 FEET
 JA1163'WEST AND ACROSS ROAD FROM THE WEST CORNER OF A LOW FRAME HOUSE,
 JA1163'197 FEET SOUTHEAST OF TOP OF RIVER BANK, 28 FEET NORTH-NORTHWEST
 JA1163'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH TREE, 25 FEET
 JA1163'SOUTHWEST AND ACROSS A DIM DRIVE NORTHWEST FROM A TRIANGULAR
 JA1163'BLAZED 24-INCH ELM TREE, 10 FEET SOUTHWEST OF CENTER LINE OF DIM
 JA1163'DRIVE NORTHWEST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JA1163'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1163'PROJECTING 4 INCHES.  NOTE-- TO REACH THE MARK FROM THE SOUTHEAST
 JA1163'END OF STATE HIGHWAY 64 BRIDGE OVER WABASH RIVER OPPOSITE MT.
 JA1163'CARMEL GO ABOUT 0.4 MILE SOUTHEAST ALONG HIGHWAY 64, THENCE ABOUT
 JA1163'0.85 MILE NORTHEAST, THENCE ABOUT 1.45 MILES NORTH ALONG A GRAVEL
 JA1163'ROAD TO LEFT BANK OF WHITE RIVER, THENCE ABOUT 0.55 MILE WEST ALONG
 JA1163'A ROAD FOLLOWING LEFT BANK OF WHITE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0700 ***********************************************************************
 ME0700  DESIGNATION -  S 29
 ME0700  PID         -  ME0700
 ME0700  STATE/COUNTY-  IN/PULASKI
 ME0700  COUNTRY     -  US
 ME0700  USGS QUAD   -  MEDARYVILLE (2019)
 ME0700
 ME0700                         *CURRENT SURVEY CONTROL
 ME0700  ______________________________________________________________________
 ME0700* NAD 83(1986) POSITION- 41 01 38.     (N) 086 53 04.     (W)   SCALED
 ME0700* NAVD 88 ORTHO HEIGHT -   206.275 (meters)      676.75  (feet) ADJUSTED
 ME0700  ______________________________________________________________________
 ME0700  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 ME0700  DYNAMIC HEIGHT  -        206.185 (meters)      676.46  (feet) COMP
 ME0700  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 ME0700
 ME0700  VERT ORDER      -  SECOND    CLASS 0
 ME0700
 ME0700.The horizontal coordinates were scaled from a map and have
 ME0700.an estimated accuracy of +/- 6 seconds.
 ME0700
 ME0700.The orthometric height was determined by differential leveling and
 ME0700.adjusted by the NATIONAL GEODETIC SURVEY
 ME0700.in June 1991.
 ME0700
 ME0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0700.GEOID18 height accuracy estimate available here.
 ME0700
 ME0700.Click photographs - Photos may exist for this station.
 ME0700
 ME0700.The dynamic height is computed by dividing the NAVD 88
 ME0700.geopotential number by the normal gravity value computed on the
 ME0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0700.degrees latitude (g = 980.6199 gals.).
 ME0700
 ME0700.The modeled gravity was interpolated from observed gravity values.
 ME0700
 ME0700;                    North         East    Units  Estimated Accuracy
 ME0700;SPC IN W     -   641,600.      916,730.      MT  (+/- 180 meters Scaled)
 ME0700
 ME0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL097417(NAD 83)
 ME0700
 ME0700                          SUPERSEDED SURVEY CONTROL
 ME0700
 ME0700  NGVD 29 (??/??/92)  206.375  (m)          677.08   (f) ADJ UNCH    2 0
 ME0700
 ME0700.Superseded values are not recommended for survey control.
 ME0700
 ME0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0700.See file dsdata.pdf to determine how the superseded data were derived.
 ME0700
 ME0700_MARKER: DB = BENCH MARK DISK
 ME0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0700_STAMPING: S 29 1934
 ME0700_MARK LOGO: CGS
 ME0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0700+STABILITY: SURFACE MOTION
 ME0700
 ME0700  HISTORY     - Date     Condition        Report By
 ME0700  HISTORY     - 1934     MONUMENTED       CGS
 ME0700  HISTORY     - 1960     MARK NOT FOUND   CGS
 ME0700
 ME0700                          STATION DESCRIPTION
 ME0700
 ME0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0700'3 MI N FROM FRANCESVILLE.
 ME0700'3.0 MILES NORTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 ME0700'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT
 ME0700'FRANCESVILLE, PULASKI COUNTY, 0.4 MILE SOUTH OF MILEPOST A 12,
 ME0700'70 YARDS NORTH OF A GRAVEL-ROAD CROSSING, 60 YARDS SOUTH OF A
 ME0700'SWITCH TARGET, 46.2 FEET WEST OF THE WEST RAIL OF THE MAIN
 ME0700'TRACK, 33.9 FEET WEST OF THE WEST RAIL OF A SIDING, AND 1 FOOT
 ME0700'EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED S 29 1934 AND
 ME0700'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 ME0700'GROUND.
 ME0700
 ME0700                          STATION RECOVERY (1960)
 ME0700
 ME0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0700'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1292 ***********************************************************************
 JA1292  DESIGNATION -  S 292
 JA1292  PID         -  JA1292
 JA1292  STATE/COUNTY-  IN/SULLIVAN
 JA1292  COUNTRY     -  US
 JA1292  USGS QUAD   -  HEATHSVILLE (2018)
 JA1292
 JA1292                         *CURRENT SURVEY CONTROL
 JA1292  ______________________________________________________________________
 JA1292* NAD 83(1986) POSITION- 38 56 26.     (N) 087 30 50.     (W)   SCALED
 JA1292* NAVD 88 ORTHO HEIGHT -   130.055 (meters)      426.69  (feet) ADJUSTED
 JA1292  ______________________________________________________________________
 JA1292  GEOID HEIGHT    -        -32.012 (meters)                     GEOID18
 JA1292  DYNAMIC HEIGHT  -        129.977 (meters)      426.43  (feet) COMP
 JA1292  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 JA1292
 JA1292  VERT ORDER      -  FIRST     CLASS II
 JA1292
 JA1292.The horizontal coordinates were scaled from a map and have
 JA1292.an estimated accuracy of +/- 6 seconds.
 JA1292
 JA1292.The orthometric height was determined by differential leveling and
 JA1292.adjusted by the NATIONAL GEODETIC SURVEY
 JA1292.in June 1991.
 JA1292
 JA1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1292.GEOID18 height accuracy estimate available here.
 JA1292
 JA1292.Click photographs - Photos may exist for this station.
 JA1292
 JA1292.The dynamic height is computed by dividing the NAVD 88
 JA1292.geopotential number by the normal gravity value computed on the
 JA1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1292.degrees latitude (g = 980.6199 gals.).
 JA1292
 JA1292.The modeled gravity was interpolated from observed gravity values.
 JA1292
 JA1292;                    North         East    Units  Estimated Accuracy
 JA1292;SPC IN W     -   409,990.      862,670.      MT  (+/- 180 meters Scaled)
 JA1292
 JA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ554103(NAD 83)
 JA1292
 JA1292                          SUPERSEDED SURVEY CONTROL
 JA1292
 JA1292  NGVD 29 (??/??/92)  130.186  (m)          427.12   (f) ADJ UNCH    1 2
 JA1292
 JA1292.Superseded values are not recommended for survey control.
 JA1292
 JA1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1292.See file dsdata.pdf to determine how the superseded data were derived.
 JA1292
 JA1292_MARKER: DB = BENCH MARK DISK
 JA1292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1292_SP_SET: FLOOD GATE WALL
 JA1292_STAMPING: S 292 1956
 JA1292_MARK LOGO: CGS
 JA1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1292+STABILITY: SURFACE MOTION
 JA1292
 JA1292  HISTORY     - Date     Condition        Report By
 JA1292  HISTORY     - 1956     MONUMENTED       CGS
 JA1292
 JA1292                          STATION DESCRIPTION
 JA1292
 JA1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1292'9.8 MI W FROM CARLISLE.
 JA1292'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE
 JA1292'JUNCTION OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 1.5 MILES
 JA1292'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE EAST ALONG A
 JA1292'GRAVEL ROAD, THENCE ABOUT 1.6 MILES SOUTH AND SOUTHWEST ALONG A
 JA1292'GRAVEL ROAD, IN SECTION 27, T.6 N., R.10 W., AT FLOOD GATE AND
 JA1292'PUMPING STATION OF HOBBS SLOUGH, IN THE TOP OF THE CONCRETE WALL
 JA1292'BETWEEN THE TWO INLET FLOOD GATES, 92 FEET NORTH-NORTHWEST OF
 JA1292'CENTER LINE OF ROAD AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 JA1292'EXTENDING SOUTH AND EAST-NORTHEAST, 21 FEET NORTH-NORTHEAST OF
 JA1292'SOUTHEAST CORNER OF BRICK PUMPING STATION BUILDING, 7 FEET EAST
 JA1292'OF EAST FACE OF BRICK BUILDING, 1 FOOT WEST OF EAST END OF
 JA1292'CONCRETE WALL AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1277 ***********************************************************************
 KA1277  DESIGNATION -  S 293
 KA1277  PID         -  KA1277
 KA1277  STATE/COUNTY-  IN/VIGO
 KA1277  COUNTRY     -  US
 KA1277  USGS QUAD   -  HUTTON (2019)
 KA1277
 KA1277                         *CURRENT SURVEY CONTROL
 KA1277  ______________________________________________________________________
 KA1277* NAD 83(1986) POSITION- 39 19 39.     (N) 087 35 28.     (W)   SCALED
 KA1277* NAVD 88 ORTHO HEIGHT -   138.480 (meters)      454.33  (feet) ADJUSTED
 KA1277  ______________________________________________________________________
 KA1277  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 KA1277  DYNAMIC HEIGHT  -        138.400 (meters)      454.07  (feet) COMP
 KA1277  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 KA1277
 KA1277  VERT ORDER      -  FIRST     CLASS II
 KA1277
 KA1277.The horizontal coordinates were scaled from a map and have
 KA1277.an estimated accuracy of +/- 6 seconds.
 KA1277
 KA1277.The orthometric height was determined by differential leveling and
 KA1277.adjusted by the NATIONAL GEODETIC SURVEY
 KA1277.in June 1991.
 KA1277
 KA1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1277.GEOID18 height accuracy estimate available here.
 KA1277
 KA1277.Click photographs - Photos may exist for this station.
 KA1277
 KA1277.The dynamic height is computed by dividing the NAVD 88
 KA1277.geopotential number by the normal gravity value computed on the
 KA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1277.degrees latitude (g = 980.6199 gals.).
 KA1277
 KA1277.The modeled gravity was interpolated from observed gravity values.
 KA1277
 KA1277;                    North         East    Units  Estimated Accuracy
 KA1277;SPC IN W     -   452,980.      856,220.      MT  (+/- 180 meters Scaled)
 KA1277
 KA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ490532(NAD 83)
 KA1277
 KA1277                          SUPERSEDED SURVEY CONTROL
 KA1277
 KA1277  NGVD 29 (??/??/92)  138.590  (m)          454.69   (f) ADJ UNCH    1 2
 KA1277
 KA1277.Superseded values are not recommended for survey control.
 KA1277
 KA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1277.See file dsdata.pdf to determine how the superseded data were derived.
 KA1277
 KA1277_MARKER: DB = BENCH MARK DISK
 KA1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1277_STAMPING: S 293 1956
 KA1277_MARK LOGO: CGS
 KA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1277+STABILITY: SURFACE MOTION
 KA1277
 KA1277  HISTORY     - Date     Condition        Report By
 KA1277  HISTORY     - 1956     MONUMENTED       CGS
 KA1277  HISTORY     - 1969     GOOD             CGS
 KA1277
 KA1277                          STATION DESCRIPTION
 KA1277
 KA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1277'5 MI NE FROM DARWIN.
 KA1277'IN VIGO COUNTY, INDIANA ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1277'FROM THE FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1277'CLARK COUNTY, ILLINOIS, THENCE ABOUT 2.25 MILES NORTH ALONG A GRAVEL
 KA1277'ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 KA1277'1.15 MILES NORTHEAST ALONG RIVER ROAD, NEAR LINE BETWEEN SECTIONS
 KA1277'11 AND 12, T. 10 N., R. 11 W., AT THE FOOT AND ON LANDSIDE OF LEVEE,
 KA1277'16 FEET NORTHWEST OF CENTER LINE OF ROAD, 215 FEET NORTHEAST OF
 KA1277'EAST CORNER OF A WHITE FRAME HOUSE, 60 FEET SOUTHWEST OF A POWER
 KA1277'POLE WITH GUY WIRE, 11 FEET SOUTH OF A TRIANGULAR BLAZED 28-INCH
 KA1277'HACKBERRY TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1277'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1277'PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM PRAIRIETON, VIGO
 KA1277'COUNTY, INDIANA BY GOING ABOUT 2.2 MILES WEST ALONG A GRAVEL ROAD
 KA1277'FROM THE METHODIST CHURCH AND JUNCTION OF STATE HIGHWAY 63, THENCE
 KA1277'ABOUT 1.25 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 4.75
 KA1277'MILES SOUTHWEST ALONG RIVER ROAD.
 KA1277
 KA1277                          STATION RECOVERY (1969)
 KA1277
 KA1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0671 ***********************************************************************
 KA0671  DESIGNATION -  S 3
 KA0671  PID         -  KA0671
 KA0671  STATE/COUNTY-  IN/HENDRICKS
 KA0671  COUNTRY     -  US
 KA0671  USGS QUAD   -  CLAYTON (2019)
 KA0671
 KA0671                         *CURRENT SURVEY CONTROL
 KA0671  ______________________________________________________________________
 KA0671* NAD 83(1986) POSITION- 39 43 53.     (N) 086 36 11.     (W)   SCALED
 KA0671* NAVD 88 ORTHO HEIGHT -   271.055 (meters)      889.29  (feet) POSTED
 KA0671  ______________________________________________________________________
 KA0671  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 KA0671  DYNAMIC HEIGHT  -        270.91  (meters)      888.8   (feet) COMP
 KA0671  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 KA0671
 KA0671  VERT ORDER      -  * POSTED, SEE BELOW
 KA0671
 KA0671.The horizontal coordinates were scaled from a map and have
 KA0671.an estimated accuracy of +/- 6 seconds.
 KA0671
 KA0671.The orthometric height was determined by differential leveling
 KA0671.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0671
 KA0671.* This is a POSTED BENCH MARK height.
 KA0671
 KA0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0671.GEOID18 height accuracy estimate available here.
 KA0671
 KA0671.Click photographs - Photos may exist for this station.
 KA0671
 KA0671.The dynamic height is computed by dividing the NAVD 88
 KA0671.geopotential number by the normal gravity value computed on the
 KA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0671.degrees latitude (g = 980.6199 gals.).
 KA0671
 KA0671.The modeled gravity was interpolated from observed gravity values.
 KA0671
 KA0671;                    North         East    Units  Estimated Accuracy
 KA0671;SPC IN W     -   497,800.      941,170.      MT  (+/- 180 meters Scaled)
 KA0671
 KA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ340980(NAD 83)
 KA0671
 KA0671                          SUPERSEDED SURVEY CONTROL
 KA0671
 KA0671  NGVD 29 (??/??/92)  271.170  (m)          889.66   (f) ADJ UNCH    1 2
 KA0671
 KA0671.Superseded values are not recommended for survey control.
 KA0671
 KA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0671.See file dsdata.pdf to determine how the superseded data were derived.
 KA0671
 KA0671_MARKER: DB = BENCH MARK DISK
 KA0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0671_SP_SET: CULVERT HEADWALL
 KA0671_STAMPING: 889.644 S 3
 KA0671_MARK LOGO: CGS
 KA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0671+STABILITY: SURFACE MOTION
 KA0671
 KA0671  HISTORY     - Date     Condition        Report By
 KA0671  HISTORY     - 1916     MONUMENTED       CGS
 KA0671  HISTORY     - 1946     GOOD             CGS
 KA0671  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0671
 KA0671                          STATION DESCRIPTION
 KA0671
 KA0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0671'AT HADLEY.
 KA0671'DISK IS SOMEWHAT DAMAGED BUT ALL STAMPING IS LEGIBLE AND THE MARK
 KA0671'IS APPARENTLY IN GOOD CONDITION.  RECOVERED AS FOLLOWS-- AT HADLEY,
 KA0671'ON THE NEW YORK CENTRAL RAILROAD, ABOUT 410 FEET SOUTHWEST OF THE
 KA0671'WEST CORNER OF THE STATION, 77 FEET SOUTHEAST OF THE SOUTHEAST
 KA0671'RAIL OF THE EAST-BOUND TRACK, 39 FEET NORTHWEST OF THE CENTERLINE
 KA0671'OF A BLACK-TOP ROAD, 57 FEET WEST OF THE SOUTHWEST END OF THE
 KA0671'NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, ABOUT 6
 KA0671'FEET LOWER THAN THE TRACK, AND LEVEL WITH THE ROAD.
 KA0671
 KA0671                          STATION RECOVERY (1985)
 KA0671
 KA0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0671'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1288 ***********************************************************************
 LB1288  DESIGNATION -  S 30
 LB1288  PID         -  LB1288
 LB1288  STATE/COUNTY-  IN/BENTON
 LB1288  COUNTRY     -  US
 LB1288  USGS QUAD   -  FOWLER (2019)
 LB1288
 LB1288                         *CURRENT SURVEY CONTROL
 LB1288  ______________________________________________________________________
 LB1288* NAD 83(1986) POSITION- 40 31 06.     (N) 087 18 10.     (W)   SCALED
 LB1288* NAVD 88 ORTHO HEIGHT -   237.620 (meters)      779.59  (feet) ADJUSTED
 LB1288  ______________________________________________________________________
 LB1288  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 LB1288  DYNAMIC HEIGHT  -        237.502 (meters)      779.20  (feet) COMP
 LB1288  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 LB1288
 LB1288  VERT ORDER      -  SECOND    CLASS 0
 LB1288
 LB1288.The horizontal coordinates were scaled from a map and have
 LB1288.an estimated accuracy of +/- 6 seconds.
 LB1288
 LB1288.The orthometric height was determined by differential leveling and
 LB1288.adjusted by the NATIONAL GEODETIC SURVEY
 LB1288.in June 1991.
 LB1288
 LB1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1288.GEOID18 height accuracy estimate available here.
 LB1288
 LB1288.Click photographs - Photos may exist for this station.
 LB1288
 LB1288.The dynamic height is computed by dividing the NAVD 88
 LB1288.geopotential number by the normal gravity value computed on the
 LB1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1288.degrees latitude (g = 980.6199 gals.).
 LB1288
 LB1288.The modeled gravity was interpolated from observed gravity values.
 LB1288
 LB1288;                    North         East    Units  Estimated Accuracy
 LB1288;SPC IN W     -   585,090.      881,400.      MT  (+/- 180 meters Scaled)
 LB1288
 LB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK743853(NAD 83)
 LB1288
 LB1288                          SUPERSEDED SURVEY CONTROL
 LB1288
 LB1288  NGVD 29 (??/??/92)  237.673  (m)          779.77   (f) ADJ UNCH    2 0
 LB1288
 LB1288.Superseded values are not recommended for survey control.
 LB1288
 LB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1288.See file dsdata.pdf to determine how the superseded data were derived.
 LB1288
 LB1288_MARKER: DB = BENCH MARK DISK
 LB1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1288_STAMPING: S 30 1934
 LB1288_MARK LOGO: CGS
 LB1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1288+STABILITY: SURFACE MOTION
 LB1288
 LB1288  HISTORY     - Date     Condition        Report By
 LB1288  HISTORY     - 1934     MONUMENTED       CGS
 LB1288  HISTORY     - 1946     GOOD             CGS
 LB1288
 LB1288                          STATION DESCRIPTION
 LB1288
 LB1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1288'3 MI W FROM OXFORD.
 LB1288'3.0 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1288'RAILROAD FROM THE STATION AT OXFORD, BENTON COUNTY, 130 YARDS
 LB1288'SOUTH OF STATE HIGHWAY 352 PARALLELING THE TRACK, IN THE NORTHEAST
 LB1288'ANGLE OF A DIRT-ROAD CROSSING, 38.2 FEET EAST OF AN IRON
 LB1288'CROSSING-WARNING SIGN, 26.8 FEET EAST OF THE CENTERLINE OF THE
 LB1288'ROAD, 25.9 FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTHEAST OF
 LB1288'A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LB1288'AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LB1288'STAMPED S 30 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1288'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0707 ***********************************************************************
 MD0707  DESIGNATION -  S 305
 MD0707  PID         -  MD0707
 MD0707  STATE/COUNTY-  IN/ALLEN
 MD0707  COUNTRY     -  US
 MD0707  USGS QUAD   -  CEDARVILLE (2019)
 MD0707
 MD0707                         *CURRENT SURVEY CONTROL
 MD0707  ______________________________________________________________________
 MD0707* NAD 83(1986) POSITION- 41 10 45.     (N) 085 05 39.     (W)   SCALED
 MD0707* NAVD 88 ORTHO HEIGHT -   247.864 (meters)      813.20  (feet) ADJUSTED
 MD0707  ______________________________________________________________________
 MD0707  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 MD0707  DYNAMIC HEIGHT  -        247.765 (meters)      812.88  (feet) COMP
 MD0707  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 MD0707
 MD0707  VERT ORDER      -  SECOND    CLASS 0
 MD0707
 MD0707.The horizontal coordinates were scaled from a map and have
 MD0707.an estimated accuracy of +/- 6 seconds.
 MD0707
 MD0707.The orthometric height was determined by differential leveling and
 MD0707.adjusted by the NATIONAL GEODETIC SURVEY
 MD0707.in June 1991.
 MD0707
 MD0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0707.GEOID18 height accuracy estimate available here.
 MD0707
 MD0707.Click photographs - Photos may exist for this station.
 MD0707
 MD0707.The dynamic height is computed by dividing the NAVD 88
 MD0707.geopotential number by the normal gravity value computed on the
 MD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0707.degrees latitude (g = 980.6199 gals.).
 MD0707
 MD0707.The modeled gravity was interpolated from observed gravity values.
 MD0707
 MD0707;                    North         East    Units  Estimated Accuracy
 MD0707;SPC IN E     -   658,610.      148,040.      MT  (+/- 180 meters Scaled)
 MD0707
 MD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL598603(NAD 83)
 MD0707
 MD0707                          SUPERSEDED SURVEY CONTROL
 MD0707
 MD0707  NGVD 29 (??/??/92)  247.990  (m)          813.61   (f) ADJ UNCH    2 0
 MD0707
 MD0707.Superseded values are not recommended for survey control.
 MD0707
 MD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0707.See file dsdata.pdf to determine how the superseded data were derived.
 MD0707
 MD0707_MARKER: DB = BENCH MARK DISK
 MD0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0707_STAMPING: S 305 1963
 MD0707_MARK LOGO: CGS
 MD0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0707+STABILITY: SURFACE MOTION
 MD0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0707+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 MD0707
 MD0707  HISTORY     - Date     Condition        Report By
 MD0707  HISTORY     - 1963     MONUMENTED       CGS
 MD0707  HISTORY     - 1983     GOOD             NGS
 MD0707  HISTORY     - 20060510 GOOD             CMT
 MD0707  HISTORY     - 20070525 GOOD             FOXCON
 MD0707
 MD0707                          STATION DESCRIPTION
 MD0707
 MD0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0707'4 MI SW FROM CEDARVILLE.
 MD0707'LOCATED ABOUT 4.0 MILES SOUTHWEST OF THE JUNCTION OF ST. JOE
 MD0707'AND MAIN STREETS IN CEDARVILLE ALONG DUPONT ROAD.  TO REACH
 MD0707'FROM CEDARVILLE, DRIVE SOUTHWEST ON INDIANA STATE HIGHWAY
 MD0707'1 FOR 3.3 MILES TO THE INTERSECTIONS OF DUPONT ROAD, INDIANA 1
 MD0707'AND INDIANA 427, THENCE WEST THROUGH INTERSECTION FOR 0.9 MILE
 MD0707'ON DUPONT ROAD TO DIEBOLD ROAD, THE MARK IS LOCATED 54.5 FEET EAST
 MD0707'OF THE CENTERLINE OF DIEBOLD ROAD, 47.0 FEET SOUTH OF THE
 MD0707'CENTERLINE OF DUPONT ROAD, 32.6 FEET WEST OF POWER POLE A276-28,
 MD0707'26.0 FEET EAST OF EAST FACE OF CULVERT HEADWALL, 11.4 FEET EAST
 MD0707'OF SIGN POST, 5.3 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER AND
 MD0707'3.2 FEET SOUTH OF A WITNESS POST.  A STANDARD DISK STAMPED S 305
 MD0707'1963, SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 MD0707'PROJECTS 6 INCHES.
 MD0707
 MD0707                          STATION RECOVERY (1983)
 MD0707
 MD0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MD0707'RECOVERED IN GOOD CONDITION.
 MD0707
 MD0707                          STATION RECOVERY (2006)
 MD0707
 MD0707'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0707'RECOVERED IN GOOD CONDITION.
 MD0707
 MD0707                          STATION RECOVERY (2007)
 MD0707
 MD0707'RECOVERY NOTE BY FOX CONTRACTORS 2007 (JR)
 MD0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0083 ***********************************************************************
 JA0083  DESIGNATION -  S 309
 JA0083  PID         -  JA0083
 JA0083  STATE/COUNTY-  IN/ORANGE
 JA0083  COUNTRY     -  US
 JA0083  USGS QUAD   -  MITCHELL (2019)
 JA0083
 JA0083                         *CURRENT SURVEY CONTROL
 JA0083  ______________________________________________________________________
 JA0083* NAD 83(1986) POSITION- 38 37 36.     (N) 086 27 21.     (W)   SCALED
 JA0083* NAVD 88 ORTHO HEIGHT -   193.904 (meters)      636.17  (feet) ADJUSTED
 JA0083  ______________________________________________________________________
 JA0083  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 JA0083  DYNAMIC HEIGHT  -        193.773 (meters)      635.74  (feet) COMP
 JA0083  MODELED GRAVITY -    979,951.9   (mgal)                       NAVD 88
 JA0083
 JA0083  VERT ORDER      -  FIRST     CLASS II
 JA0083
 JA0083.The horizontal coordinates were scaled from a map and have
 JA0083.an estimated accuracy of +/- 6 seconds.
 JA0083
 JA0083.The orthometric height was determined by differential leveling and
 JA0083.adjusted by the NATIONAL GEODETIC SURVEY
 JA0083.in June 1991.
 JA0083
 JA0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0083.GEOID18 height accuracy estimate available here.
 JA0083
 JA0083.Click photographs - Photos may exist for this station.
 JA0083
 JA0083.The dynamic height is computed by dividing the NAVD 88
 JA0083.geopotential number by the normal gravity value computed on the
 JA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0083.degrees latitude (g = 980.6199 gals.).
 JA0083
 JA0083.The modeled gravity was interpolated from observed gravity values.
 JA0083
 JA0083;                    North         East    Units  Estimated Accuracy
 JA0083;SPC IN W     -   375,240.      954,640.      MT  (+/- 180 meters Scaled)
 JA0083
 JA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH473754(NAD 83)
 JA0083
 JA0083                          SUPERSEDED SURVEY CONTROL
 JA0083
 JA0083  NGVD 29 (??/??/92)  194.008  (m)          636.51   (f) ADJ UNCH    1 2
 JA0083
 JA0083.Superseded values are not recommended for survey control.
 JA0083
 JA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0083.See file dsdata.pdf to determine how the superseded data were derived.
 JA0083
 JA0083_MARKER: DB = BENCH MARK DISK
 JA0083_SETTING: 66 = SET IN ROCK OUTCROP
 JA0083_STAMPING: S 309 1965
 JA0083_MARK LOGO: CGS
 JA0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0083+STABILITY: POSITION/ELEVATION WELL
 JA0083
 JA0083  HISTORY     - Date     Condition        Report By
 JA0083  HISTORY     - 1965     MONUMENTED       CGS
 JA0083
 JA0083                          STATION DESCRIPTION
 JA0083
 JA0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0083'2.7 MI S FROM ORLEANS.
 JA0083'ABOUT 2.7 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0083'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 7,
 JA0083'T 2 N, R 1 E, 133 FEET WEST OF THE WEST RAIL OF THE TRACK, SET
 JA0083'IN THE TOP OF A ROCK OUTCROP IN A FIELD NOW OWNED BY MR. EARL P.
 JA0083'FROST, 101 FEET WEST OF A NORTH-SOUTH FENCE, AND ABOUT 6 FEET
 JA0083'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0716 ***********************************************************************
 LB0716  DESIGNATION -  S 31
 LB0716  PID         -  LB0716
 LB0716  STATE/COUNTY-  IN/CLINTON
 LB0716  COUNTRY     -  US
 LB0716  USGS QUAD   -  FRANKFORT (2019)
 LB0716
 LB0716                         *CURRENT SURVEY CONTROL
 LB0716  ______________________________________________________________________
 LB0716* NAD 83(1986) POSITION- 40 18 02.     (N) 086 34 49.     (W)   SCALED
 LB0716* NAVD 88 ORTHO HEIGHT -   257.176 (meters)      843.75  (feet) ADJUSTED
 LB0716  ______________________________________________________________________
 LB0716  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 LB0716  DYNAMIC HEIGHT  -        257.042 (meters)      843.31  (feet) COMP
 LB0716  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 LB0716
 LB0716  VERT ORDER      -  SECOND    CLASS 0
 LB0716
 LB0716.The horizontal coordinates were scaled from a map and have
 LB0716.an estimated accuracy of +/- 6 seconds.
 LB0716
 LB0716.The orthometric height was determined by differential leveling and
 LB0716.adjusted by the NATIONAL GEODETIC SURVEY
 LB0716.in June 1991.
 LB0716
 LB0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0716.GEOID18 height accuracy estimate available here.
 LB0716
 LB0716.Click photographs - Photos may exist for this station.
 LB0716
 LB0716.The dynamic height is computed by dividing the NAVD 88
 LB0716.geopotential number by the normal gravity value computed on the
 LB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0716.degrees latitude (g = 980.6199 gals.).
 LB0716
 LB0716.The modeled gravity was interpolated from observed gravity values.
 LB0716
 LB0716;                    North         East    Units  Estimated Accuracy
 LB0716;SPC IN W     -   561,010.      942,770.      MT  (+/- 180 meters Scaled)
 LB0716
 LB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK356612(NAD 83)
 LB0716
 LB0716                          SUPERSEDED SURVEY CONTROL
 LB0716
 LB0716  NGVD 29 (??/??/92)  257.278  (m)          844.09   (f) ADJ UNCH    2 0
 LB0716
 LB0716.Superseded values are not recommended for survey control.
 LB0716
 LB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0716.See file dsdata.pdf to determine how the superseded data were derived.
 LB0716
 LB0716_MARKER: DB = BENCH MARK DISK
 LB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0716_STAMPING: S 31 1934
 LB0716_MARK LOGO: CGS
 LB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0716+STABILITY: SURFACE MOTION
 LB0716
 LB0716  HISTORY     - Date     Condition        Report By
 LB0716  HISTORY     - 1934     MONUMENTED       CGS
 LB0716  HISTORY     - 20220830 MARK NOT FOUND   BFSINC
 LB0716
 LB0716                          STATION DESCRIPTION
 LB0716
 LB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0716'3.6 MI NW FROM FRANKFORT.
 LB0716'3.6 MILES NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0716'RAILROAD FROM THE STATION AT FRANKFORT, CLINTON COUNTY, 0.6 MILE
 LB0716'SOUTHEAST OF DENISTON SIDING, AT A GRAVEL-ROAD CROSSING, 42.4
 LB0716'FEET NORTHEAST OF THE NORTHEAST RAIL, 25.5 FEET SOUTH OF THE
 LB0716'CENTERLINE OF THE ROAD, 4.1 FEET SOUTHWEST OF A FENCE CORNER
 LB0716'AND 2.3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 31
 LB0716'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB0716'ABOVE GROUND.
 LB0716
 LB0716                          STATION RECOVERY (2022)
 LB0716
 LB0716'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2022 (GG)
 LB0716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0384 ***********************************************************************
 JA0384  DESIGNATION -  S 310
 JA0384  PID         -  JA0384
 JA0384  STATE/COUNTY-  IN/CRAWFORD
 JA0384  COUNTRY     -  US
 JA0384  USGS QUAD   -  VALEENE (2019)
 JA0384
 JA0384                         *CURRENT SURVEY CONTROL
 JA0384  ______________________________________________________________________
 JA0384* NAD 83(1986) POSITION- 38 22 49.     (N) 086 27 24.     (W)   SCALED
 JA0384* NAVD 88 ORTHO HEIGHT -   200.672 (meters)      658.37  (feet) ADJUSTED
 JA0384  ______________________________________________________________________
 JA0384  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 JA0384  DYNAMIC HEIGHT  -        200.531 (meters)      657.91  (feet) COMP
 JA0384  MODELED GRAVITY -    979,920.5   (mgal)                       NAVD 88
 JA0384
 JA0384  VERT ORDER      -  FIRST     CLASS II
 JA0384
 JA0384.The horizontal coordinates were scaled from a map and have
 JA0384.an estimated accuracy of +/- 6 seconds.
 JA0384
 JA0384.The orthometric height was determined by differential leveling and
 JA0384.adjusted by the NATIONAL GEODETIC SURVEY
 JA0384.in June 1991.
 JA0384
 JA0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0384.GEOID18 height accuracy estimate available here.
 JA0384
 JA0384.Click photographs - Photos may exist for this station.
 JA0384
 JA0384.The dynamic height is computed by dividing the NAVD 88
 JA0384.geopotential number by the normal gravity value computed on the
 JA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0384.degrees latitude (g = 980.6199 gals.).
 JA0384
 JA0384.The modeled gravity was interpolated from observed gravity values.
 JA0384
 JA0384;                    North         East    Units  Estimated Accuracy
 JA0384;SPC IN W     -   347,890.      954,760.      MT  (+/- 180 meters Scaled)
 JA0384
 JA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474481(NAD 83)
 JA0384
 JA0384                          SUPERSEDED SURVEY CONTROL
 JA0384
 JA0384  NGVD 29 (??/??/92)  200.776  (m)          658.71   (f) ADJ UNCH    1 2
 JA0384
 JA0384.Superseded values are not recommended for survey control.
 JA0384
 JA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0384.See file dsdata.pdf to determine how the superseded data were derived.
 JA0384
 JA0384_MARKER: DB = BENCH MARK DISK
 JA0384_SETTING: 66 = SET IN ROCK OUTCROP
 JA0384_STAMPING: S 310 1965
 JA0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0384+STABILITY: POSITION/ELEVATION WELL
 JA0384
 JA0384  HISTORY     - Date     Condition        Report By
 JA0384  HISTORY     - 1965     MONUMENTED       CGS
 JA0384
 JA0384                          STATION DESCRIPTION
 JA0384
 JA0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0384'3.6 MI N FROM ENGLISH.
 JA0384'3.55 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0384'ENGLISH, IN SECTION 6, T 2 S, R 1 E, 56 FEET WEST OF THE CENTER
 JA0384'LINE OF THE HIGHWAY, SET IN A ROCK OUTCROP, 153 FEET NORTHEAST
 JA0384'OF THE NORTHEAST CORNER OF MR. ROBERT KNIGHTS HOUSE, 2.2 FEET
 JA0384'SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 JA0384'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0735 ***********************************************************************
 JA0735  DESIGNATION -  S 311
 JA0735  PID         -  JA0735
 JA0735  STATE/COUNTY-  IN/DAVIESS
 JA0735  COUNTRY     -  US
 JA0735  USGS QUAD   -  LOOGOOTEE (2019)
 JA0735
 JA0735                         *CURRENT SURVEY CONTROL
 JA0735  ______________________________________________________________________
 JA0735* NAD 83(1986) POSITION- 38 40 13.     (N) 086 59 55.     (W)   SCALED
 JA0735* NAVD 88 ORTHO HEIGHT -   159.696 (meters)      523.94  (feet) ADJUSTED
 JA0735  ______________________________________________________________________
 JA0735  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 JA0735  DYNAMIC HEIGHT  -        159.595 (meters)      523.60  (feet) COMP
 JA0735  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 JA0735
 JA0735  VERT ORDER      -  FIRST     CLASS II
 JA0735
 JA0735.The horizontal coordinates were scaled from a map and have
 JA0735.an estimated accuracy of +/- 6 seconds.
 JA0735
 JA0735.The orthometric height was determined by differential leveling and
 JA0735.adjusted by the NATIONAL GEODETIC SURVEY
 JA0735.in June 1991.
 JA0735
 JA0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0735.GEOID18 height accuracy estimate available here.
 JA0735
 JA0735.Click photographs - Photos may exist for this station.
 JA0735
 JA0735.The dynamic height is computed by dividing the NAVD 88
 JA0735.geopotential number by the normal gravity value computed on the
 JA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0735.degrees latitude (g = 980.6199 gals.).
 JA0735
 JA0735.The modeled gravity was interpolated from observed gravity values.
 JA0735
 JA0735;                    North         East    Units  Estimated Accuracy
 JA0735;SPC IN W     -   379,900.      907,370.      MT  (+/- 180 meters Scaled)
 JA0735
 JA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH001801(NAD 83)
 JA0735
 JA0735                          SUPERSEDED SURVEY CONTROL
 JA0735
 JA0735  NGVD 29 (??/??/92)  159.825  (m)          524.36   (f) ADJ UNCH    1 2
 JA0735
 JA0735.Superseded values are not recommended for survey control.
 JA0735
 JA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0735.See file dsdata.pdf to determine how the superseded data were derived.
 JA0735
 JA0735_MARKER: DB = BENCH MARK DISK
 JA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0735_STAMPING: S 311 1965
 JA0735_MARK LOGO: CGS
 JA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0735+STABILITY: SURFACE MOTION
 JA0735
 JA0735  HISTORY     - Date     Condition        Report By
 JA0735  HISTORY     - 1965     MONUMENTED       CGS
 JA0735  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0735
 JA0735                          STATION DESCRIPTION
 JA0735
 JA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0735'2.6 MI E FROM MONTGOMERY.
 JA0735'ABOUT 2.55 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0735'THE STATION AT MONTGOMERY, IN SECTION 30, T 3 N, R 5 W, AT
 JA0735'CANNELBURG, 1 POLE EAST OF MILEPOST 160, 23 1/2 FEET SOUTH OF
 JA0735'THE SOUTH RAIL, SET IN THE TOP OF A 2 1/2 BY 7-FOOT CONCRETE
 JA0735'FOUNDATION AT A GROUP OF POWER POLES WHICH ARE BEARING
 JA0735'TRANSFORMERS, 87.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JA0735'CANNELBURG POST OFFICE, WHICH IS IN A GROCERY STORE, 46 1/2 FEET
 JA0735'WEST OF THE CENTER LINE OF MAIN STREET, AND ABOUT LEVEL WITH
 JA0735'THE TRACK.
 JA0735
 JA0735                          STATION RECOVERY (2022)
 JA0735
 JA0735'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0735'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0268 ***********************************************************************
 JA0268  DESIGNATION -  S 312
 JA0268  PID         -  JA0268
 JA0268  STATE/COUNTY-  IN/CRAWFORD
 JA0268  COUNTRY     -  US
 JA0268  USGS QUAD   -  MILLTOWN (2019)
 JA0268
 JA0268                         *CURRENT SURVEY CONTROL
 JA0268  ______________________________________________________________________
 JA0268* NAD 83(1986) POSITION- 38 22 02.     (N) 086 19 39.     (W)   SCALED
 JA0268* NAVD 88 ORTHO HEIGHT -   179.349 (meters)      588.41  (feet) ADJUSTED
 JA0268  ______________________________________________________________________
 JA0268  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 JA0268  DYNAMIC HEIGHT  -        179.223 (meters)      588.00  (feet) COMP
 JA0268  MODELED GRAVITY -    979,924.0   (mgal)                       NAVD 88
 JA0268
 JA0268  VERT ORDER      -  FIRST     CLASS II
 JA0268
 JA0268.The horizontal coordinates were scaled from a map and have
 JA0268.an estimated accuracy of +/- 6 seconds.
 JA0268
 JA0268.The orthometric height was determined by differential leveling and
 JA0268.adjusted by the NATIONAL GEODETIC SURVEY
 JA0268.in June 1991.
 JA0268
 JA0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0268.GEOID18 height accuracy estimate available here.
 JA0268
 JA0268.Click photographs - Photos may exist for this station.
 JA0268
 JA0268.The dynamic height is computed by dividing the NAVD 88
 JA0268.geopotential number by the normal gravity value computed on the
 JA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0268.degrees latitude (g = 980.6199 gals.).
 JA0268
 JA0268.The modeled gravity was interpolated from observed gravity values.
 JA0268
 JA0268;                    North         East    Units  Estimated Accuracy
 JA0268;SPC IN W     -   346,530.      966,050.      MT  (+/- 180 meters Scaled)
 JA0268
 JA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH587467(NAD 83)
 JA0268
 JA0268                          SUPERSEDED SURVEY CONTROL
 JA0268
 JA0268  NGVD 29 (??/??/92)  179.465  (m)          588.79   (f) ADJ UNCH    1 2
 JA0268
 JA0268.Superseded values are not recommended for survey control.
 JA0268
 JA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0268.See file dsdata.pdf to determine how the superseded data were derived.
 JA0268
 JA0268_MARKER: DB = BENCH MARK DISK
 JA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0268_STAMPING: S 312 1965
 JA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0268+STABILITY: SURFACE MOTION
 JA0268
 JA0268  HISTORY     - Date     Condition        Report By
 JA0268  HISTORY     - 1965     MONUMENTED       CGS
 JA0268  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0268
 JA0268                          STATION DESCRIPTION
 JA0268
 JA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0268'1.1 MI E FROM MARENGO.
 JA0268'1.1 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0268'MARENGO, IN SECTION 6, T 2 S, R 2 E, 5 RAILS NORTHWEST OF THE
 JA0268'CROSSING OF THE RAILROAD AND A ROAD, 10 FEET SOUTHWEST OF THE
 JA0268'SOUTHWEST RAIL, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 JA0268'FOOTING OF THE NORTHEAST LEG OF A RAILROAD STEEL RADIO TOWER,
 JA0268'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS.
 JA0268
 JA0268                          STATION RECOVERY (2023)
 JA0268
 JA0268'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0268'THE RADIO TOWER HAS BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1360 ***********************************************************************
 HZ1360  DESIGNATION -  S 313
 HZ1360  PID         -  HZ1360
 HZ1360  STATE/COUNTY-  IN/FLOYD
 HZ1360  COUNTRY     -  US
 HZ1360  USGS QUAD   -  GEORGETOWN (2019)
 HZ1360
 HZ1360                         *CURRENT SURVEY CONTROL
 HZ1360  ______________________________________________________________________
 HZ1360* NAD 83(1986) POSITION- 38 17 41.     (N) 085 59 25.     (W)   SCALED
 HZ1360* NAVD 88 ORTHO HEIGHT -   231.714 (meters)      760.22  (feet) ADJUSTED
 HZ1360  ______________________________________________________________________
 HZ1360  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 HZ1360  DYNAMIC HEIGHT  -        231.553 (meters)      759.69  (feet) COMP
 HZ1360  MODELED GRAVITY -    979,929.6   (mgal)                       NAVD 88
 HZ1360
 HZ1360  VERT ORDER      -  FIRST     CLASS II
 HZ1360
 HZ1360.The horizontal coordinates were scaled from a map and have
 HZ1360.an estimated accuracy of +/- 6 seconds.
 HZ1360
 HZ1360.The orthometric height was determined by differential leveling and
 HZ1360.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1360.in June 1991.
 HZ1360
 HZ1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1360.GEOID18 height accuracy estimate available here.
 HZ1360
 HZ1360.Click photographs - Photos may exist for this station.
 HZ1360
 HZ1360.The dynamic height is computed by dividing the NAVD 88
 HZ1360.geopotential number by the normal gravity value computed on the
 HZ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1360.degrees latitude (g = 980.6199 gals.).
 HZ1360
 HZ1360.The modeled gravity was interpolated from observed gravity values.
 HZ1360
 HZ1360;                    North         East    Units  Estimated Accuracy
 HZ1360;SPC IN E     -   338,260.       71,690.      MT  (+/- 180 meters Scaled)
 HZ1360
 HZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH882389(NAD 83)
 HZ1360
 HZ1360                          SUPERSEDED SURVEY CONTROL
 HZ1360
 HZ1360  NGVD 29 (??/??/92)  231.844  (m)          760.64   (f) ADJ UNCH    1 2
 HZ1360
 HZ1360.Superseded values are not recommended for survey control.
 HZ1360
 HZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1360.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1360
 HZ1360_MARKER: DB = BENCH MARK DISK
 HZ1360_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1360_STAMPING: S 313 1965
 HZ1360_MARK LOGO: CGS
 HZ1360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1360+STABILITY: POSITION/ELEVATION WELL
 HZ1360
 HZ1360  HISTORY     - Date     Condition        Report By
 HZ1360  HISTORY     - 1965     MONUMENTED       CGS
 HZ1360
 HZ1360                          STATION DESCRIPTION
 HZ1360
 HZ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1360'0.8 MI W FROM GEORGETOWN.
 HZ1360'ABOUT 0.8 MILE WEST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 HZ1360'BRETHERN CHURCH AT GEORGETOWN, IN SECTION 32, T 2 S, R 5 E, 8 1/2
 HZ1360'RAILS WEST OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 HZ1360'6 1/2 RAILS EAST OF MILEPOST 258, 9 FEET NORTH OF THE NORTH RAIL,
 HZ1360'SET IN THE TOP OF THE SOUTHWEST SIDE OF A ROCK OUTCROP, 1.8 FEET
 HZ1360'EAST OF THE EAST EDGE OF A CONCRTE BATTERY BOX, 1.5 FEET NORTH OF
 HZ1360'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0882 ***********************************************************************
 JA0882  DESIGNATION -  S 314
 JA0882  PID         -  JA0882
 JA0882  STATE/COUNTY-  IN/KNOX
 JA0882  COUNTRY     -  US
 JA0882  USGS QUAD   -  FRITCHTON (2019)
 JA0882
 JA0882                         *CURRENT SURVEY CONTROL
 JA0882  ______________________________________________________________________
 JA0882* NAD 83(1986) POSITION- 38 40 56.     (N) 087 28 24.     (W)   SCALED
 JA0882* NAVD 88 ORTHO HEIGHT -   152.040 (meters)      498.82  (feet) ADJUSTED
 JA0882  ______________________________________________________________________
 JA0882  GEOID HEIGHT    -        -31.850 (meters)                     GEOID18
 JA0882  DYNAMIC HEIGHT  -        151.945 (meters)      498.51  (feet) COMP
 JA0882  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 JA0882
 JA0882  VERT ORDER      -  FIRST     CLASS II
 JA0882
 JA0882.The horizontal coordinates were scaled from a map and have
 JA0882.an estimated accuracy of +/- 6 seconds.
 JA0882
 JA0882.The orthometric height was determined by differential leveling and
 JA0882.adjusted by the NATIONAL GEODETIC SURVEY
 JA0882.in June 1991.
 JA0882
 JA0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0882.GEOID18 height accuracy estimate available here.
 JA0882
 JA0882.Click photographs - Photos may exist for this station.
 JA0882
 JA0882.The dynamic height is computed by dividing the NAVD 88
 JA0882.geopotential number by the normal gravity value computed on the
 JA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0882.degrees latitude (g = 980.6199 gals.).
 JA0882
 JA0882.The modeled gravity was interpolated from observed gravity values.
 JA0882
 JA0882;                    North         East    Units  Estimated Accuracy
 JA0882;SPC IN W     -   381,290.      866,070.      MT  (+/- 180 meters Scaled)
 JA0882
 JA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH588816(NAD 83)
 JA0882
 JA0882                          SUPERSEDED SURVEY CONTROL
 JA0882
 JA0882  NGVD 29 (??/??/92)  152.181  (m)          499.28   (f) ADJ UNCH    1 2
 JA0882
 JA0882.Superseded values are not recommended for survey control.
 JA0882
 JA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0882.See file dsdata.pdf to determine how the superseded data were derived.
 JA0882
 JA0882_MARKER: DB = BENCH MARK DISK
 JA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0882_STAMPING: S 314 1965
 JA0882_MARK LOGO: CGS
 JA0882_PROJECTION: RECESSED 5 CENTIMETERS
 JA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0882+STABILITY: SURFACE MOTION
 JA0882
 JA0882  HISTORY     - Date     Condition        Report By
 JA0882  HISTORY     - 1965     MONUMENTED       CGS
 JA0882  HISTORY     - 1986     GOOD             NGS
 JA0882
 JA0882                          STATION DESCRIPTION
 JA0882
 JA0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0882'2.6 MI E FROM VINCENNES.
 JA0882'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0882'THE STATION AT VINCENNES, 0.1 MILE EAST OF A LARGE METAL HIGHWAY
 JA0882'SIGN WHICH STATES THAT THE BYPASS FOR HIGHWAYS 50, 150 AND 41 IS
 JA0882'1 MILE DISTANT, 89 FEET SOUTH OF MILEPOST 185-40, 109 FEET SOUTH
 JA0882'OF THE SOUTH RAIL, 104 FEET WEST OF THE CENTER LINE OF A PRIVATE
 JA0882'ROAD WHICH LEADS THROUGH A LARGE STONE ENTRANCE TO A RANCH STYLE
 JA0882'HOUSE, 1 1/2 FEET NORTH OF A BOARD FENCE, 1.0 FOOT NORTHEAST OF
 JA0882'A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE
 JA0882'TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 JA0882'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0882
 JA0882                          STATION RECOVERY (1986)
 JA0882
 JA0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0882'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.2 KM (2.6
 JA0882'MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE STATION IN
 JA0882'VINCENNES, 33.2 M (108.9 FT) SOUTH OF THE NEAR RAIL, 31.7 M (104.0 FT)
 JA0882'WEST OF THE CENTER OF A DRIVEWAY LEADING TO A RANCH STYLE HOUSE,
 JA0882'27.1 M (88.9 FT) SOUTH OF MILEPOST 185-40, AND 11.7 M (38.4 FT) SOUTH
 JA0882'OF THE CENTERLINE OF A PAVED ROAD.
 JA0882'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JA0882'THE MARK IS 3.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1079 ***********************************************************************
 JA1079  DESIGNATION -  S 315
 JA1079  PID         -  JA1079
 JA1079  STATE/COUNTY-  IN/PIKE
 JA1079  COUNTRY     -  US
 JA1079  USGS QUAD   -  PETERSBURG (2019)
 JA1079
 JA1079                         *CURRENT SURVEY CONTROL
 JA1079  ______________________________________________________________________
 JA1079* NAD 83(1986) POSITION- 38 25 26.     (N) 087 18 07.     (W)   SCALED
 JA1079* NAVD 88 ORTHO HEIGHT -   135.357 (meters)      444.08  (feet) ADJUSTED
 JA1079  ______________________________________________________________________
 JA1079  GEOID HEIGHT    -        -31.912 (meters)                     GEOID18
 JA1079  DYNAMIC HEIGHT  -        135.269 (meters)      443.80  (feet) COMP
 JA1079  MODELED GRAVITY -    979,974.4   (mgal)                       NAVD 88
 JA1079
 JA1079  VERT ORDER      -  FIRST     CLASS II
 JA1079
 JA1079.The horizontal coordinates were scaled from a map and have
 JA1079.an estimated accuracy of +/- 6 seconds.
 JA1079
 JA1079.The orthometric height was determined by differential leveling and
 JA1079.adjusted by the NATIONAL GEODETIC SURVEY
 JA1079.in June 1991.
 JA1079
 JA1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1079.GEOID18 height accuracy estimate available here.
 JA1079
 JA1079.Click photographs - Photos may exist for this station.
 JA1079
 JA1079.The dynamic height is computed by dividing the NAVD 88
 JA1079.geopotential number by the normal gravity value computed on the
 JA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1079.degrees latitude (g = 980.6199 gals.).
 JA1079
 JA1079.The modeled gravity was interpolated from observed gravity values.
 JA1079
 JA1079;                    North         East    Units  Estimated Accuracy
 JA1079;SPC IN W     -   352,570.      880,910.      MT  (+/- 180 meters Scaled)
 JA1079
 JA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH736528(NAD 83)
 JA1079
 JA1079                          SUPERSEDED SURVEY CONTROL
 JA1079
 JA1079  NGVD 29 (??/??/92)  135.488  (m)          444.51   (f) ADJ UNCH    1 2
 JA1079
 JA1079.Superseded values are not recommended for survey control.
 JA1079
 JA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1079.See file dsdata.pdf to determine how the superseded data were derived.
 JA1079
 JA1079_MARKER: DB = BENCH MARK DISK
 JA1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1079_SP_SET: BRIDGE
 JA1079_STAMPING: S 315 1965
 JA1079_MARK LOGO: CGS
 JA1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1079
 JA1079  HISTORY     - Date     Condition        Report By
 JA1079  HISTORY     - 1965     MONUMENTED       CGS
 JA1079  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1079
 JA1079                          STATION DESCRIPTION
 JA1079
 JA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1079'5.4 MI S FROM PETERSBURG.
 JA1079'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1079'COUNTY COURTHOUSE AT PETERSBURG, THENCE 5.0 MILES SOUTH ALONG THE
 JA1079'NEW YORK CENTRAL RAILROAD, 104 FEET WEST OF THE WEST RAIL, AT
 JA1079'THE NORTH END OF A STEEL BRIDGE ON A GRAVELED ROAD, 20 FEET WEST
 JA1079'OF THE CENTER LINE OF THE GRAVELED ROAD, 20 FEET WEST OF THE
 JA1079'CENTER LINE OF THE GRAVELED ROAD, SET IN THE CENTER OF THE TOP
 JA1079'OF THE NORTHWEST CONCRETE WINGWALL OF THE BRIDGE, 44 FEET WEST
 JA1079'AND ACROSS THE GRAVELED ROAD FROM POWER POLE 4-4B-42, ABOUT
 JA1079'LEVEL WITH THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JA1079'TRACK.
 JA1079
 JA1079                          STATION RECOVERY (1985)
 JA1079
 JA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1042 ***********************************************************************
 JA1042  DESIGNATION -  S 316
 JA1042  PID         -  JA1042
 JA1042  STATE/COUNTY-  IN/VANDERBURGH
 JA1042  COUNTRY     -  US
 JA1042  USGS QUAD   -  DAYLIGHT (2019)
 JA1042
 JA1042                         *CURRENT SURVEY CONTROL
 JA1042  ______________________________________________________________________
 JA1042* NAD 83(1986) POSITION- 38 06 26.57   (N) 087 28 53.16   (W)   HD_HELD1
 JA1042* NAVD 88 ORTHO HEIGHT -   124.818 (meters)      409.51  (feet) ADJUSTED
 JA1042  ______________________________________________________________________
 JA1042  GEOID HEIGHT    -        -31.292 (meters)                     GEOID18
 JA1042  DYNAMIC HEIGHT  -        124.733 (meters)      409.23  (feet) COMP
 JA1042  MODELED GRAVITY -    979,947.0   (mgal)                       NAVD 88
 JA1042
 JA1042  VERT ORDER      -  FIRST     CLASS II
 JA1042
 JA1042.The horizontal coordinates were determined by differentially corrected
 JA1042.hand held GPS observations or other comparable positioning techniques
 JA1042.and have an estimated accuracy of +/- 3 meters.
 JA1042
 JA1042.The orthometric height was determined by differential leveling and
 JA1042.adjusted by the NATIONAL GEODETIC SURVEY
 JA1042.in June 1991.
 JA1042
 JA1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1042.GEOID18 height accuracy estimate available here.
 JA1042
 JA1042.Click photographs - Photos may exist for this station.
 JA1042
 JA1042.The dynamic height is computed by dividing the NAVD 88
 JA1042.geopotential number by the normal gravity value computed on the
 JA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1042.degrees latitude (g = 980.6199 gals.).
 JA1042
 JA1042.The modeled gravity was interpolated from observed gravity values.
 JA1042
 JA1042;                    North         East    Units  Estimated Accuracy
 JA1042;SPC IN W     -   317,487.5     865,086.0     MT  (+/- 3 meters HH1 GPS) 
 JA1042
 JA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5779317838(NAD 83)
 JA1042
 JA1042                          SUPERSEDED SURVEY CONTROL
 JA1042
 JA1042  NGVD 29 (??/??/92)  124.934  (m)          409.89   (f) ADJ UNCH    1 2
 JA1042
 JA1042.Superseded values are not recommended for survey control.
 JA1042
 JA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1042.See file dsdata.pdf to determine how the superseded data were derived.
 JA1042
 JA1042_MARKER: DB = BENCH MARK DISK
 JA1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1042_STAMPING: S 316 1965
 JA1042_MARK LOGO: CGS
 JA1042_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1042+STABILITY: SURFACE MOTION
 JA1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1042+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2011
 JA1042
 JA1042  HISTORY     - Date     Condition        Report By
 JA1042  HISTORY     - 1965     MONUMENTED       CGS
 JA1042  HISTORY     - 1985     GOOD             NGS
 JA1042  HISTORY     - 19910131 GOOD             USPSQD
 JA1042  HISTORY     - 19950818 GOOD             USPSQD
 JA1042  HISTORY     - 19981107 GOOD             USPSQD
 JA1042  HISTORY     - 20110506 GOOD             BERNAR
 JA1042
 JA1042                          STATION DESCRIPTION
 JA1042
 JA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1042'1.2 MI NE FROM DAYLIGHT.
 JA1042'ABOUT 1.2 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1042'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, 110 YARDS NORTHWEST OF
 JA1042'THE NORTHWEST RAIL, 90 FEET NORTHEAST OF THE CENTER OF THE
 JA1042'INTERSECTION OF STATE HIGHWAY 57 AND A GRAVELED ROAD, 69 FEET
 JA1042'NORTH OF CENTER LINE OF THE GRAVELED ROAD, 54 FEET EAST OF THE
 JA1042'CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF A POWER POLE, 21
 JA1042'FEET NORTHEAST OF A 12-INCH ELM TREE, 13 FEET SOUTH OF A 20-INCH
 JA1042'ELM TREE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JA1042'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1042'6 INCHES.
 JA1042
 JA1042                          STATION RECOVERY (1985)
 JA1042
 JA1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1042'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 JA1042'MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 JA1042'HIGHWAY 66 IN EVANSVILLE, THENCE 9.4 KM (5.85 MI) NORTHEASTERLY ALONG
 JA1042'STATE HIGHWAY 57.  NOTE--THE GRAVELED ROAD MENTIONED IN THE ORIGINAL
 JA1042'DESCRIPTION IS NOW RUSTON LANE.
 JA1042'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 JA1042'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1042
 JA1042                          STATION RECOVERY (1991)
 JA1042
 JA1042'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1042'RECOVERED IN GOOD CONDITION.
 JA1042
 JA1042                          STATION RECOVERY (1995)
 JA1042
 JA1042'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1042'RECOVERED IN GOOD CONDITION.
 JA1042
 JA1042                          STATION RECOVERY (1998)
 JA1042
 JA1042'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1042'RECOVERED IN GOOD CONDITION.
 JA1042
 JA1042                          STATION RECOVERY (2011)
 JA1042
 JA1042'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 JA1042'MARK FOUND IN GOOD CONDITION, BUT POSITION AND HEIGHT ARE SUSPECT DUE
 JA1042'TO IMMEDIATE LOCAL CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0617 ***********************************************************************
 JA0617  DESIGNATION -  S 317
 JA0617  PID         -  JA0617
 JA0617  STATE/COUNTY-  IN/SPENCER
 JA0617  COUNTRY     -  US
 JA0617  USGS QUAD   -  SANTA CLAUS (2019)
 JA0617
 JA0617                         *CURRENT SURVEY CONTROL
 JA0617  ______________________________________________________________________
 JA0617* NAD 83(1986) POSITION- 38 07 18.     (N) 086 59 54.     (W)   SCALED
 JA0617* NAVD 88 ORTHO HEIGHT -   133.614 (meters)      438.37  (feet) ADJUSTED
 JA0617  ______________________________________________________________________
 JA0617  GEOID HEIGHT    -        -31.766 (meters)                     GEOID18
 JA0617  DYNAMIC HEIGHT  -        133.525 (meters)      438.07  (feet) COMP
 JA0617  MODELED GRAVITY -    979,960.1   (mgal)                       NAVD 88
 JA0617
 JA0617  VERT ORDER      -  FIRST     CLASS II
 JA0617
 JA0617.The horizontal coordinates were scaled from a map and have
 JA0617.an estimated accuracy of +/- 6 seconds.
 JA0617
 JA0617.The orthometric height was determined by differential leveling and
 JA0617.adjusted by the NATIONAL GEODETIC SURVEY
 JA0617.in June 1991.
 JA0617
 JA0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0617.GEOID18 height accuracy estimate available here.
 JA0617
 JA0617.Click photographs - Photos may exist for this station.
 JA0617
 JA0617.The dynamic height is computed by dividing the NAVD 88
 JA0617.geopotential number by the normal gravity value computed on the
 JA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0617.degrees latitude (g = 980.6199 gals.).
 JA0617
 JA0617.The modeled gravity was interpolated from observed gravity values.
 JA0617
 JA0617;                    North         East    Units  Estimated Accuracy
 JA0617;SPC IN W     -   319,000.      907,450.      MT  (+/- 180 meters Scaled)
 JA0617
 JA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH001193(NAD 83)
 JA0617
 JA0617                          SUPERSEDED SURVEY CONTROL
 JA0617
 JA0617  NGVD 29 (??/??/92)  133.718  (m)          438.71   (f) ADJ UNCH    1 2
 JA0617
 JA0617.Superseded values are not recommended for survey control.
 JA0617
 JA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0617.See file dsdata.pdf to determine how the superseded data were derived.
 JA0617
 JA0617_MARKER: DB = BENCH MARK DISK
 JA0617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0617_STAMPING: S 317 1965
 JA0617_MARK LOGO: CGS
 JA0617_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0617+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 JA0617
 JA0617  HISTORY     - Date     Condition        Report By
 JA0617  HISTORY     - 1965     MONUMENTED       CGS
 JA0617  HISTORY     - 20100910 GOOD             GEOCAC
 JA0617  HISTORY     - 20130627 GOOD             INDOT
 JA0617
 JA0617                          STATION DESCRIPTION
 JA0617
 JA0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0617'AT LINCOLN CITY.
 JA0617'AT LINCOLN CITY, IN SECTION 31, T 4 S, R 5 W, 206 FEET NORTHWEST
 JA0617'AND ACROSS THE SOUTHERN RAILROAD TRACKS FROM THE POST OFFICE, 132
 JA0617'FEET NORTH-NORTHWEST OF THE CENTER OF A CROSSING OF AN ASPHALT
 JA0617'ROAD, 50 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 JA0617'CORNER OF A FRAME HOUSE, 28 FEET WEST OF THE WEST RAIL OF THE
 JA0617'MAIN TRACK, 8 1/2 FEET NORTH OF A TELEPHONE POLE, 28 FEET EAST
 JA0617'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL
 JA0617'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JA0617'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, SET ON THE TOP
 JA0617'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 JA0617'14 1/2 FEET AND ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING
 JA0617'5 INCHES.
 JA0617
 JA0617                          STATION RECOVERY (2010)
 JA0617
 JA0617'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA0617'MARK RECOVERED IN GOOD CONDITION
 JA0617
 JA0617                          STATION RECOVERY (2013)
 JA0617
 JA0617'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA0617'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1019 ***********************************************************************
 DQ1019  DESIGNATION -  S 317 RESET
 DQ1019  PID         -  DQ1019
 DQ1019  STATE/COUNTY-  IN/SPENCER
 DQ1019  COUNTRY     -  US
 DQ1019  USGS QUAD   -  SANTA CLAUS (2019)
 DQ1019
 DQ1019                         *CURRENT SURVEY CONTROL
 DQ1019  ______________________________________________________________________
 DQ1019* NAD 83(2011) POSITION- 38 07 01.50520(N) 086 59 55.01524(W)   ADJUSTED
 DQ1019* NAD 83(2011) ELLIP HT-   105.874 (meters)        (05/29/16)   ADJUSTED
 DQ1019* NAD 83(2011) EPOCH   -  2010.00
 DQ1019* NAVD 88 ORTHO HEIGHT -   137.63  (meters)      451.5   (feet) RESET
 DQ1019  ______________________________________________________________________
 DQ1019  GEOID HEIGHT    -        -31.751 (meters)                     GEOID18
 DQ1019  NAD 83(2011) X  -    263,083.321 (meters)                     COMP
 DQ1019  NAD 83(2011) Y  - -5,017,608.684 (meters)                     COMP
 DQ1019  NAD 83(2011) Z  -  3,915,742.227 (meters)                     COMP
 DQ1019  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 DQ1019  VERT ORDER      -  THIRD
 DQ1019
 DQ1019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1019  Standards:
 DQ1019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1019  -------------------------------------------------------------------
 DQ1019  NETWORK    0.63   1.39           0.28   0.23   0.71      0.06037222
 DQ1019  -------------------------------------------------------------------
 DQ1019  Click here for local accuracies and other accuracy information.
 DQ1019
 DQ1019.The horizontal coordinates were established by GPS observations
 DQ1019.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1019
 DQ1019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1019.been affixed to the stable North American tectonic plate. See 
 DQ1019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1019
 DQ1019.The horizontal coordinates are valid at the epoch date displayed above
 DQ1019.which is a decimal equivalence of Year/Month/Day.
 DQ1019
 DQ1019.The orthometric height was computed from unverified reset data.
 DQ1019
 DQ1019.No vertical observational check was made to the station.
 DQ1019
 DQ1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1019.GEOID18 height accuracy estimate available here.
 DQ1019
 DQ1019.Click photographs - Photos may exist for this station.
 DQ1019
 DQ1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1019
 DQ1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1019
 DQ1019.The ellipsoidal height was determined by GPS observations
 DQ1019.and is referenced to NAD 83.
 DQ1019
 DQ1019. The following values were computed from the NAD 83(2011) position.
 DQ1019
 DQ1019;                    North         East     Units Scale Factor Converg.
 DQ1019;SPC IN W     -   318,493.111   907,428.896   MT  0.99996735   +0 03 08.3
 DQ1019;SPC IN W     - 1,044,922.82  2,977,122.97   sFT  0.99996735   +0 03 08.3
 DQ1019;UTM  16      - 4,218,805.950   500,121.376   MT  0.99960000   +0 00 03.1
 DQ1019
 DQ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1019!SPC IN W     -   0.99998339  x   0.99996735  =   0.99995074
 DQ1019!UTM  16      -   0.99998339  x   0.99960000  =   0.99958339
 DQ1019
 DQ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0012118805(NAD 83)
 DQ1019
 DQ1019                          SUPERSEDED SURVEY CONTROL
 DQ1019
 DQ1019.No superseded survey control is available for this station.
 DQ1019
 DQ1019_MARKER: F = FLANGE-ENCASED ROD
 DQ1019_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ1019+WITH SETTING: INFORMATION.
 DQ1019_STAMPING: S 317 RESET 2014
 DQ1019_MARK LOGO: NONE
 DQ1019_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1019_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1019+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 DQ1019_ROD/PIPE-DEPTH: 2.7 meters
 DQ1019_SLEEVE-DEPTH  : 0.9 meters
 DQ1019
 DQ1019  HISTORY     - Date     Condition        Report By
 DQ1019  HISTORY     - 20140926 MONUMENTED       BFSINC
 DQ1019  HISTORY     - 20150217 GOOD             INDOT
 DQ1019
 DQ1019                          STATION DESCRIPTION
 DQ1019
 DQ1019'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1019'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DQ1019'CHRISNEY, 4.6 MI (7.4 KM) WEST OF SANTA CLAUS, 3.6 MI (5.8 KM) SOUTH
 DQ1019'OF DALE AND 0.3 MI (0.5 KM) SOUTH OF LINCOLN CITY AT THE LINCOLN
 DQ1019'BOYHOOD NATIONAL MEMORIAL.
 DQ1019'
 DQ1019'TO REACH THE STATION FROM THE INTERSECTION OF US 231 AND STATE ROUTE
 DQ1019'162, EAST OF LINCOLN CITY, GO WEST 1.25 MI (2.0 KM) ON STATE ROUTE 162
 DQ1019'TO THE ENTRANCE OF LINCOLN BOYHOOD NATIONAL MEMORIAL.  TURN RIGHT
 DQ1019'(NORTH) AND GO 0.3 MI (0.5 KM) TO A GRAVEL DRIVE.  TURN LEFT (WEST)
 DQ1019'AND GO 250 FT (76.2 M) WEST ON DRIVE TO BARN.  MONUMENT IS TO THE
 DQ1019'RIGHT (NORTH) IN A PASTURE.
 DQ1019'
 DQ1019'108.6 FT NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF BARN, 119.5 FT
 DQ1019'(36.4 M) NORTHEAST FROM THE NORTHWEST CORNER OF BARN, 91.9 FT (28.0 M)
 DQ1019'EAST FROM A FARM FENCE.
 DQ1019'
 DQ1019'NOTES BY 9/16 INCH DIAMETER STAINLESS STEEL ROD WITHIN A 3 FT (0.9 M)
 DQ1019'GREASED SLEEVE AND TIPPED WITH AT STAINLESS STEEL DRIVE POINT, DRIVEN
 DQ1019'TO REFUSAL.  LOGO CAP.  3) SOUTH 317 IS NOT SCHEDULED TO BE REMOVED.
 DQ1019'SOUTH 317 RESET WAS ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE
 DQ1019'FROM RAILROAD INTERFERENCE.
 DQ1019
 DQ1019                          STATION RECOVERY (2015)
 DQ1019
 DQ1019'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (CS)
 DQ1019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0802 ***********************************************************************
 HZ0802  DESIGNATION -  S 319
 HZ0802  PID         -  HZ0802
 HZ0802  STATE/COUNTY-  IN/SWITZERLAND
 HZ0802  COUNTRY     -  US
 HZ0802  USGS QUAD   -  PATRIOT (2019)
 HZ0802
 HZ0802                         *CURRENT SURVEY CONTROL
 HZ0802  ______________________________________________________________________
 HZ0802* NAD 83(1986) POSITION- 38 48 40.     (N) 084 49 23.     (W)   SCALED
 HZ0802* NAVD 88 ORTHO HEIGHT -   146.022 (meters)      479.07  (feet) ADJUSTED
 HZ0802  ______________________________________________________________________
 HZ0802  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 HZ0802  DYNAMIC HEIGHT  -        145.930 (meters)      478.77  (feet) COMP
 HZ0802  MODELED GRAVITY -    979,995.0   (mgal)                       NAVD 88
 HZ0802
 HZ0802  VERT ORDER      -  FIRST     CLASS II
 HZ0802
 HZ0802.The horizontal coordinates were scaled from a map and have
 HZ0802.an estimated accuracy of +/- 6 seconds.
 HZ0802
 HZ0802.The orthometric height was determined by differential leveling and
 HZ0802.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0802.in June 1991.
 HZ0802
 HZ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0802.GEOID18 height accuracy estimate available here.
 HZ0802
 HZ0802.Click photographs - Photos may exist for this station.
 HZ0802
 HZ0802.The dynamic height is computed by dividing the NAVD 88
 HZ0802.geopotential number by the normal gravity value computed on the
 HZ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0802.degrees latitude (g = 980.6199 gals.).
 HZ0802
 HZ0802.The modeled gravity was interpolated from observed gravity values.
 HZ0802
 HZ0802;                    North         East    Units  Estimated Accuracy
 HZ0802;SPC IN E     -   395,870.      173,270.      MT  (+/- 180 meters Scaled)
 HZ0802
 HZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH890980(NAD 83)
 HZ0802
 HZ0802                          SUPERSEDED SURVEY CONTROL
 HZ0802
 HZ0802  NGVD 29 (??/??/92)  146.217  (m)          479.71   (f) ADJ UNCH    1 2
 HZ0802
 HZ0802.Superseded values are not recommended for survey control.
 HZ0802
 HZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0802.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0802
 HZ0802_MARKER: DB = BENCH MARK DISK
 HZ0802_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ0802_STAMPING: S 319 1965
 HZ0802_MARK LOGO: CGS
 HZ0802_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0802
 HZ0802  HISTORY     - Date     Condition        Report By
 HZ0802  HISTORY     - 1965     MONUMENTED       CGS
 HZ0802
 HZ0802                          STATION DESCRIPTION
 HZ0802
 HZ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0802'2.1 MI S FROM PATRIOT.
 HZ0802'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0802'OFFICE AT PATRIOT, IN SECTION 25, T 2 N, R 1 W, 25 FEET
 HZ0802'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHEAST
 HZ0802'AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF A HOUSE, 62 FEET
 HZ0802'SOUTHWEST OF THE SOUTHWEST BANK OF THE OHIO RIVER, 1.2 FEET
 HZ0802'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 HZ0802'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 HZ0802'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 HZ0802'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0756 ***********************************************************************
 LB0756  DESIGNATION -  S 32
 LB0756  PID         -  LB0756
 LB0756  STATE/COUNTY-  IN/MONTGOMERY
 LB0756  COUNTRY     -  US
 LB0756  USGS QUAD   -  COLFAX (2019)
 LB0756
 LB0756                         *CURRENT SURVEY CONTROL
 LB0756  ______________________________________________________________________
 LB0756* NAD 83(1986) POSITION- 40 08 52.     (N) 086 44 00.     (W)   SCALED
 LB0756* NAVD 88 ORTHO HEIGHT -   248.276 (meters)      814.55  (feet) ADJUSTED
 LB0756  ______________________________________________________________________
 LB0756  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 LB0756  DYNAMIC HEIGHT  -        248.144 (meters)      814.12  (feet) COMP
 LB0756  MODELED GRAVITY -    980,087.3   (mgal)                       NAVD 88
 LB0756
 LB0756  VERT ORDER      -  SECOND    CLASS 0
 LB0756
 LB0756.The horizontal coordinates were scaled from a map and have
 LB0756.an estimated accuracy of +/- 6 seconds.
 LB0756
 LB0756.The orthometric height was determined by differential leveling and
 LB0756.adjusted by the NATIONAL GEODETIC SURVEY
 LB0756.in June 1991.
 LB0756
 LB0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0756.GEOID18 height accuracy estimate available here.
 LB0756
 LB0756.Click photographs - Photos may exist for this station.
 LB0756
 LB0756.The dynamic height is computed by dividing the NAVD 88
 LB0756.geopotential number by the normal gravity value computed on the
 LB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0756.degrees latitude (g = 980.6199 gals.).
 LB0756
 LB0756.The modeled gravity was interpolated from observed gravity values.
 LB0756
 LB0756;                    North         East    Units  Estimated Accuracy
 LB0756;SPC IN W     -   543,980.      929,820.      MT  (+/- 180 meters Scaled)
 LB0756
 LB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK227441(NAD 83)
 LB0756
 LB0756                          SUPERSEDED SURVEY CONTROL
 LB0756
 LB0756  NGVD 29 (??/??/92)  248.368  (m)          814.85   (f) ADJ UNCH    2 0
 LB0756
 LB0756.Superseded values are not recommended for survey control.
 LB0756
 LB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0756.See file dsdata.pdf to determine how the superseded data were derived.
 LB0756
 LB0756_MARKER: DB = BENCH MARK DISK
 LB0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0756_STAMPING: S 32 1934
 LB0756_MARK LOGO: CGS
 LB0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0756+STABILITY: SURFACE MOTION
 LB0756
 LB0756  HISTORY     - Date     Condition        Report By
 LB0756  HISTORY     - 1934     MONUMENTED       CGS
 LB0756  HISTORY     - 1946     GOOD             CGS
 LB0756
 LB0756                          STATION DESCRIPTION
 LB0756
 LB0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0756'3.5 MI NE FROM DARLINGTON.
 LB0756'3.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0756'STATION AT DARLINGTON, 0.8 MILE SOUTHWEST OF THE ROAD CROSSING
 LB0756'AT BOWERS, 26 RAILS SOUTHWEST OF MILEPOST 64, AT A GRAVEL-ROAD
 LB0756'CROSSING, 25 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 LB0756'21 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET SOUTHWEST OF A
 LB0756'TELEPHONE POLE, 8 FEET NORTHWEST OF A WIRE FENCE, 2 FEET SOUTHWEST
 LB0756'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 LB0756'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1049 ***********************************************************************
 HZ1049  DESIGNATION -  S 320
 HZ1049  PID         -  HZ1049
 HZ1049  STATE/COUNTY-  IN/JEFFERSON
 HZ1049  COUNTRY     -  US
 HZ1049  USGS QUAD   -  MADISON EAST (2019)
 HZ1049
 HZ1049                         *CURRENT SURVEY CONTROL
 HZ1049  ______________________________________________________________________
 HZ1049* NAD 83(1986) POSITION- 38 44 37.     (N) 085 17 38.     (W)   SCALED
 HZ1049* NAVD 88 ORTHO HEIGHT -   140.302 (meters)      460.31  (feet) ADJUSTED
 HZ1049  ______________________________________________________________________
 HZ1049  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 HZ1049  DYNAMIC HEIGHT  -        140.212 (meters)      460.01  (feet) COMP
 HZ1049  MODELED GRAVITY -    979,982.2   (mgal)                       NAVD 88
 HZ1049
 HZ1049  VERT ORDER      -  FIRST     CLASS II
 HZ1049
 HZ1049.The horizontal coordinates were scaled from a map and have
 HZ1049.an estimated accuracy of +/- 6 seconds.
 HZ1049
 HZ1049.The orthometric height was determined by differential leveling and
 HZ1049.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1049.in June 1991.
 HZ1049
 HZ1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1049.GEOID18 height accuracy estimate available here.
 HZ1049
 HZ1049.Click photographs - Photos may exist for this station.
 HZ1049
 HZ1049.The dynamic height is computed by dividing the NAVD 88
 HZ1049.geopotential number by the normal gravity value computed on the
 HZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1049.degrees latitude (g = 980.6199 gals.).
 HZ1049
 HZ1049.The modeled gravity was interpolated from observed gravity values.
 HZ1049
 HZ1049;                    North         East    Units  Estimated Accuracy
 HZ1049;SPC IN E     -   388,100.      132,410.      MT  (+/- 180 meters Scaled)
 HZ1049
 HZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH482897(NAD 83)
 HZ1049
 HZ1049                          SUPERSEDED SURVEY CONTROL
 HZ1049
 HZ1049  NGVD 29 (??/??/92)  140.473  (m)          460.87   (f) ADJ UNCH    1 2
 HZ1049
 HZ1049.Superseded values are not recommended for survey control.
 HZ1049
 HZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1049.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1049
 HZ1049_MARKER: DB = BENCH MARK DISK
 HZ1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1049_SP_SET: BRIDGE
 HZ1049_STAMPING: S 320 1965
 HZ1049_MARK LOGO: CGS
 HZ1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1049+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 HZ1049
 HZ1049  HISTORY     - Date     Condition        Report By
 HZ1049  HISTORY     - 1965     MONUMENTED       CGS
 HZ1049  HISTORY     - 20180404 GOOD             MCA
 HZ1049  HISTORY     - 20230822 GOOD             INDOT
 HZ1049
 HZ1049                          STATION DESCRIPTION
 HZ1049
 HZ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1049'4.6 MI E FROM MADISON.
 HZ1049'4.6 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1049'MADISON, IN SECTION34, T 4 N, R 11 E, 102 FEET EAST OF A JUNCTION
 HZ1049'OF THE HIGHWAY AND A ROAD LEADING NORTH, 18 FEET NORTH OF THE
 HZ1049'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 HZ1049'THE NORTH CONCRETE GUARDRAIL OF A BRIDGE OVER BEE CAMP CREEK,
 HZ1049'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HZ1049
 HZ1049                          STATION RECOVERY (2018)
 HZ1049
 HZ1049'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1049'RECOVERED IN GOOD CONDITION.
 HZ1049
 HZ1049                          STATION RECOVERY (2023)
 HZ1049
 HZ1049'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1713 ***********************************************************************
 HZ1713  DESIGNATION -  S 321
 HZ1713  PID         -  HZ1713
 HZ1713  STATE/COUNTY-  IN/JEFFERSON
 HZ1713  COUNTRY     -  US
 HZ1713  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1713
 HZ1713                         *CURRENT SURVEY CONTROL
 HZ1713  ______________________________________________________________________
 HZ1713* NAD 83(1986) POSITION- 38 37 10.34   (N) 085 31 28.12   (W)   HD_HELD1
 HZ1713* NAVD 88 ORTHO HEIGHT -   224.305 (meters)      735.91  (feet) ADJUSTED
 HZ1713  ______________________________________________________________________
 HZ1713  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 HZ1713  DYNAMIC HEIGHT  -        224.155 (meters)      735.42  (feet) COMP
 HZ1713  MODELED GRAVITY -    979,956.8   (mgal)                       NAVD 88
 HZ1713
 HZ1713  VERT ORDER      -  FIRST     CLASS II
 HZ1713
 HZ1713.The horizontal coordinates were determined by differentially corrected
 HZ1713.hand held GPS observations or other comparable positioning techniques
 HZ1713.and have an estimated accuracy of +/- 3 meters.
 HZ1713
 HZ1713.The orthometric height was determined by differential leveling and
 HZ1713.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1713.in June 1991.
 HZ1713
 HZ1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1713.GEOID18 height accuracy estimate available here.
 HZ1713
 HZ1713.Click photographs - Photos may exist for this station.
 HZ1713
 HZ1713.The dynamic height is computed by dividing the NAVD 88
 HZ1713.geopotential number by the normal gravity value computed on the
 HZ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1713.degrees latitude (g = 980.6199 gals.).
 HZ1713
 HZ1713.The modeled gravity was interpolated from observed gravity values.
 HZ1713
 HZ1713;                    North         East    Units  Estimated Accuracy
 HZ1713;SPC IN E     -   374,271.6     112,382.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1713
 HZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2845275590(NAD 83)
 HZ1713
 HZ1713                          SUPERSEDED SURVEY CONTROL
 HZ1713
 HZ1713  NGVD 29 (??/??/92)  224.465  (m)          736.43   (f) ADJ UNCH    1 2
 HZ1713
 HZ1713.Superseded values are not recommended for survey control.
 HZ1713
 HZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1713.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1713
 HZ1713_MARKER: DB = BENCH MARK DISK
 HZ1713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1713_SP_SET: BRIDGE
 HZ1713_STAMPING: S 321 1965
 HZ1713_MARK LOGO: CGS
 HZ1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1713+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2023
 HZ1713
 HZ1713  HISTORY     - Date     Condition        Report By
 HZ1713  HISTORY     - 1965     MONUMENTED       CGS
 HZ1713  HISTORY     - 20190915 GOOD             USPSQD
 HZ1713  HISTORY     - 20230817 GOOD             INDOT
 HZ1713
 HZ1713                          STATION DESCRIPTION
 HZ1713
 HZ1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1713'4.1 MI N FROM NEW WASHINGTON.
 HZ1713'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1713'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 16, T 2 N, R 9 E, ABOUT
 HZ1713'0.1 MILE SOUTH OF A JUNCTION OF THE HIGHWAY AND A PAVED ROAD,
 HZ1713'23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 HZ1713'THE NORTHEAST WINGWALL OF A CONCRETE BRIDGE OVER EAST FORK
 HZ1713'CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HZ1713
 HZ1713                          STATION RECOVERY (2019)
 HZ1713
 HZ1713'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1713'RECOVERED IN GOOD CONDITION.
 HZ1713
 HZ1713                          STATION RECOVERY (2023)
 HZ1713
 HZ1713'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1631 ***********************************************************************
 HZ1631  DESIGNATION -  S 322
 HZ1631  PID         -  HZ1631
 HZ1631  STATE/COUNTY-  IN/CLARK
 HZ1631  COUNTRY     -  US
 HZ1631  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1631
 HZ1631                         *CURRENT SURVEY CONTROL
 HZ1631  ______________________________________________________________________
 HZ1631* NAD 83(1986) POSITION- 38 16 57.     (N) 085 42 59.     (W)   SCALED
 HZ1631* NAVD 88 ORTHO HEIGHT -   138.716 (meters)      455.10  (feet) ADJUSTED
 HZ1631  ______________________________________________________________________
 HZ1631  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 HZ1631  DYNAMIC HEIGHT  -        138.623 (meters)      454.80  (feet) COMP
 HZ1631  MODELED GRAVITY -    979,954.8   (mgal)                       NAVD 88
 HZ1631
 HZ1631  VERT ORDER      -  FIRST     CLASS II
 HZ1631
 HZ1631.The horizontal coordinates were scaled from a map and have
 HZ1631.an estimated accuracy of +/- 6 seconds.
 HZ1631
 HZ1631.The orthometric height was determined by differential leveling and
 HZ1631.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1631.in June 1991.
 HZ1631
 HZ1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1631.GEOID18 height accuracy estimate available here.
 HZ1631
 HZ1631.Click photographs - Photos may exist for this station.
 HZ1631
 HZ1631.The dynamic height is computed by dividing the NAVD 88
 HZ1631.geopotential number by the normal gravity value computed on the
 HZ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1631.degrees latitude (g = 980.6199 gals.).
 HZ1631
 HZ1631.The modeled gravity was interpolated from observed gravity values.
 HZ1631
 HZ1631;                    North         East    Units  Estimated Accuracy
 HZ1631;SPC IN E     -   336,850.       95,650.      MT  (+/- 180 meters Scaled)
 HZ1631
 HZ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH122379(NAD 83)
 HZ1631
 HZ1631                          SUPERSEDED SURVEY CONTROL
 HZ1631
 HZ1631  NGVD 29 (??/??/92)  138.869  (m)          455.61   (f) ADJ UNCH    1 2
 HZ1631
 HZ1631.Superseded values are not recommended for survey control.
 HZ1631
 HZ1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1631.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1631
 HZ1631_MARKER: DB = BENCH MARK DISK
 HZ1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1631_STAMPING: S 322 1965
 HZ1631_MARK LOGO: CGS
 HZ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1631+STABILITY: SURFACE MOTION
 HZ1631
 HZ1631  HISTORY     - Date     Condition        Report By
 HZ1631  HISTORY     - 1965     MONUMENTED       CGS
 HZ1631
 HZ1631                          STATION DESCRIPTION
 HZ1631
 HZ1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1631'1.8 MI NE FROM JEFFERSONVILLE.
 HZ1631'ABOUT 0.35 MILE SOUTHEAST ALONG SPRING STREET FROM THE MASONIC
 HZ1631'TEMPLE AT JEFFERSONVILLE, THENCE 1.5 MILES NORTHEAST ALONG MARKET
 HZ1631'STREET, AT THE RIVERVIEW MARINE SERVICE BOAT YARD, 205 FEET
 HZ1631'NORTHWEST OF THE CENTER LINE OF THE STREET, 17 FEET SOUTHWEST
 HZ1631'OF THE CENTER OF AN ENTRANCE TO THE BOAT YARD, 2 1/2 FEET SOUTH
 HZ1631'OF A POWER POLE, 1 FOOT SOUTHEAST OF A CHAIN LINK FENCE, 0.9
 HZ1631'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 HZ1631'LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 HZ1631'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1593 ***********************************************************************
 HZ1593  DESIGNATION -  S 323
 HZ1593  PID         -  HZ1593
 HZ1593  STATE/COUNTY-  IN/HARRISON
 HZ1593  COUNTRY     -  US
 HZ1593  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1593
 HZ1593                         *CURRENT SURVEY CONTROL
 HZ1593  ______________________________________________________________________
 HZ1593* NAD 83(1986) POSITION- 38 03 02.67   (N) 085 55 28.96   (W)   HD_HELD1
 HZ1593* NAVD 88 ORTHO HEIGHT -   131.891 (meters)      432.71  (feet) ADJUSTED
 HZ1593  ______________________________________________________________________
 HZ1593  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 HZ1593  DYNAMIC HEIGHT  -        131.800 (meters)      432.41  (feet) COMP
 HZ1593  MODELED GRAVITY -    979,937.7   (mgal)                       NAVD 88
 HZ1593
 HZ1593  VERT ORDER      -  FIRST     CLASS II
 HZ1593
 HZ1593.The horizontal coordinates were determined by differentially corrected
 HZ1593.hand held GPS observations or other comparable positioning techniques
 HZ1593.and have an estimated accuracy of +/- 3 meters.
 HZ1593
 HZ1593.The orthometric height was determined by differential leveling and
 HZ1593.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1593.in June 1991.
 HZ1593
 HZ1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1593.GEOID18 height accuracy estimate available here.
 HZ1593
 HZ1593.Click photographs - Photos may exist for this station.
 HZ1593
 HZ1593.The dynamic height is computed by dividing the NAVD 88
 HZ1593.geopotential number by the normal gravity value computed on the
 HZ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1593.degrees latitude (g = 980.6199 gals.).
 HZ1593
 HZ1593.The modeled gravity was interpolated from observed gravity values.
 HZ1593
 HZ1593;                    North         East    Units  Estimated Accuracy
 HZ1593;SPC IN E     -   311,157.4      77,351.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1593
 HZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9434311990(NAD 83)
 HZ1593
 HZ1593                          SUPERSEDED SURVEY CONTROL
 HZ1593
 HZ1593  NGVD 29 (??/??/92)  132.020  (m)          433.14   (f) ADJ UNCH    1 2
 HZ1593
 HZ1593.Superseded values are not recommended for survey control.
 HZ1593
 HZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1593.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1593
 HZ1593_MARKER: DB = BENCH MARK DISK
 HZ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1593_STAMPING: S 323 1965
 HZ1593_MARK LOGO: CGS
 HZ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1593+STABILITY: SURFACE MOTION
 HZ1593
 HZ1593  HISTORY     - Date     Condition        Report By
 HZ1593  HISTORY     - 1965     MONUMENTED       CGS
 HZ1593
 HZ1593                          STATION DESCRIPTION
 HZ1593
 HZ1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1593'1.2 MI N FROM ROSEWOOD.
 HZ1593'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1593'METHODIST CHURCH AT ROSEWOOD, THENCE 0.9 MILE NORTH ALONG
 HZ1593'STATE HIGHWAY 111, IN SECTION 26, T 5 S, R 5 E, 85 YARDS
 HZ1593'NORTHEAST OF A HOUSE NOW OWNED BY MR. H.W. CUNNINGHAM, 32 FEET
 HZ1593'WEST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET NORTH OF THE
 HZ1593'CENTER LINE OF A PRIVATE GRAVELED DRIVEWAY LEADING TO THE MORE
 HZ1593'NORTHERLY OF TWO HOUSES, 43 FEET NORTH OF A TELEPHONE POLE,
 HZ1593'7 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 HZ1593'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 HZ1593'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1593'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0481 ***********************************************************************
 JA0481  DESIGNATION -  S 324
 JA0481  PID         -  JA0481
 JA0481  STATE/COUNTY-  IN/HARRISON
 JA0481  COUNTRY     -  US
 JA0481  USGS QUAD   -  CORYDON WEST (2019)
 JA0481
 JA0481                         *CURRENT SURVEY CONTROL
 JA0481  ______________________________________________________________________
 JA0481* NAD 83(1986) POSITION- 38 07 33.     (N) 086 14 50.     (W)   SCALED
 JA0481* NAVD 88 ORTHO HEIGHT -   124.653 (meters)      408.97  (feet) ADJUSTED
 JA0481  ______________________________________________________________________
 JA0481  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 JA0481  DYNAMIC HEIGHT  -        124.564 (meters)      408.67  (feet) COMP
 JA0481  MODELED GRAVITY -    979,920.7   (mgal)                       NAVD 88
 JA0481
 JA0481  VERT ORDER      -  FIRST     CLASS II
 JA0481
 JA0481.The horizontal coordinates were scaled from a map and have
 JA0481.an estimated accuracy of +/- 6 seconds.
 JA0481
 JA0481.The orthometric height was determined by differential leveling and
 JA0481.adjusted by the NATIONAL GEODETIC SURVEY
 JA0481.in June 1991.
 JA0481
 JA0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0481.GEOID18 height accuracy estimate available here.
 JA0481
 JA0481.Click photographs - Photos may exist for this station.
 JA0481
 JA0481.The dynamic height is computed by dividing the NAVD 88
 JA0481.geopotential number by the normal gravity value computed on the
 JA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0481.degrees latitude (g = 980.6199 gals.).
 JA0481
 JA0481.The modeled gravity was interpolated from observed gravity values.
 JA0481
 JA0481;                    North         East    Units  Estimated Accuracy
 JA0481;SPC IN E     -   319,620.       49,100.      MT  (+/- 180 meters Scaled)
 JA0481
 JA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH659200(NAD 83)
 JA0481
 JA0481                          SUPERSEDED SURVEY CONTROL
 JA0481
 JA0481  NGVD 29 (??/??/92)  124.759  (m)          409.31   (f) ADJ UNCH    1 2
 JA0481
 JA0481.Superseded values are not recommended for survey control.
 JA0481
 JA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0481.See file dsdata.pdf to determine how the superseded data were derived.
 JA0481
 JA0481_MARKER: DB = BENCH MARK DISK
 JA0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0481_SP_SET: BRIDGE
 JA0481_STAMPING: S 324 1965
 JA0481_MARK LOGO: CGS
 JA0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0481
 JA0481  HISTORY     - Date     Condition        Report By
 JA0481  HISTORY     - 1965     MONUMENTED       CGS
 JA0481
 JA0481                          STATION DESCRIPTION
 JA0481
 JA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0481'2.8 MI NE FROM NEW AMSTERDAM.
 JA0481'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD
 JA0481'FROM THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN
 JA0481'SECTION 36, T 4 S, R 2 E, ABOUT 0.15 MILE NORTHEAST OF AN OLD
 JA0481'FARMHOUSE, 89 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 JA0481'GRAVELED ROAD LEADING NORTHWEST, 80 FEET NORTHWEST OF THE
 JA0481'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF
 JA0481'THE SOUTHEAST ROCK ABUTMENT OF THE BRIDGE OVER INDIAN CREEK, 8
 JA0481'FEET SOUTHWEST OF THE CENTER LINE OF THE BRIDGE, 0.3 FOOT
 JA0481'NORTHEAST OF THE SOUTHWEST END OF THE ROCK ABUTMENT, AND ABOUT
 JA0481'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1092 ***********************************************************************
 HA1092  DESIGNATION -  S 325
 HA1092  PID         -  HA1092
 HA1092  STATE/COUNTY-  IN/POSEY
 HA1092  COUNTRY     -  US
 HA1092  USGS QUAD   -  CABORN (2019)
 HA1092
 HA1092                         *CURRENT SURVEY CONTROL
 HA1092  ______________________________________________________________________
 HA1092* NAD 83(1986) POSITION- 37 56 33.03   (N) 087 46 22.56   (W)   HD_HELD1
 HA1092* NAVD 88 ORTHO HEIGHT -   118.464 (meters)      388.66  (feet) ADJUSTED
 HA1092  ______________________________________________________________________
 HA1092  GEOID HEIGHT    -        -30.736 (meters)                     GEOID18
 HA1092  DYNAMIC HEIGHT  -        118.383 (meters)      388.39  (feet) COMP
 HA1092  MODELED GRAVITY -    979,940.0   (mgal)                       NAVD 88
 HA1092
 HA1092  VERT ORDER      -  FIRST     CLASS II
 HA1092
 HA1092.The horizontal coordinates were determined by differentially corrected
 HA1092.hand held GPS observations or other comparable positioning techniques
 HA1092.and have an estimated accuracy of +/- 3 meters.
 HA1092
 HA1092.The orthometric height was determined by differential leveling and
 HA1092.adjusted by the NATIONAL GEODETIC SURVEY
 HA1092.in June 1991.
 HA1092
 HA1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1092.GEOID18 height accuracy estimate available here.
 HA1092
 HA1092.Click photographs - Photos may exist for this station.
 HA1092
 HA1092.The dynamic height is computed by dividing the NAVD 88
 HA1092.geopotential number by the normal gravity value computed on the
 HA1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1092.degrees latitude (g = 980.6199 gals.).
 HA1092
 HA1092.The modeled gravity was interpolated from observed gravity values.
 HA1092
 HA1092;                    North         East    Units  Estimated Accuracy
 HA1092;SPC IN W     -   299,337.2     839,385.1     MT  (+/- 3 meters HH1 GPS) 
 HA1092
 HA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3208599717(NAD 83)
 HA1092
 HA1092                          SUPERSEDED SURVEY CONTROL
 HA1092
 HA1092  NGVD 29 (??/??/92)  118.561  (m)          388.98   (f) ADJ UNCH    1 2
 HA1092
 HA1092.Superseded values are not recommended for survey control.
 HA1092
 HA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1092.See file dsdata.pdf to determine how the superseded data were derived.
 HA1092
 HA1092_MARKER: DB = BENCH MARK DISK
 HA1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1092_STAMPING: S 325 1965
 HA1092_MARK LOGO: CGS
 HA1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1092+STABILITY: SURFACE MOTION
 HA1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1092+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 HA1092
 HA1092  HISTORY     - Date     Condition        Report By
 HA1092  HISTORY     - 1965     MONUMENTED       CGS
 HA1092  HISTORY     - 20080620 GOOD             SEC
 HA1092
 HA1092                          STATION DESCRIPTION
 HA1092
 HA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1092'6.8 MI E FROM MT VERNON.
 HA1092'ABOUT 6.8 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY
 HA1092'COUNTY COURTHOUSE AT MT. VERNON, IN SECTION 4, T 7 S, R 12 W, 82
 HA1092'YARDS EAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED
 HA1092'ROAD, 121 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 HA1092'HOUSE, 45 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 30 FEET
 HA1092'NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A POWER
 HA1092'POLE NUMBERED Y 32146, 2 FEET SOUTH OF A FENCE, 2.2 FEET EAST
 HA1092'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE
 HA1092'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HA1092
 HA1092                          STATION RECOVERY (2008)
 HA1092
 HA1092'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 HA1092'STATION FOUND IN NORTH R/W FENCE SR62
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0724 ***********************************************************************
 HA0724  DESIGNATION -  S 326
 HA0724  PID         -  HA0724
 HA0724  STATE/COUNTY-  IN/WARRICK
 HA0724  COUNTRY     -  US
 HA0724  USGS QUAD   -  YANKEETOWN (2019)
 HA0724
 HA0724                         *CURRENT SURVEY CONTROL
 HA0724  ______________________________________________________________________
 HA0724* NAD 83(1986) POSITION- 37 54 38.     (N) 087 16 20.     (W)   SCALED
 HA0724* NAVD 88 ORTHO HEIGHT -   114.578 (meters)      375.91  (feet) ADJUSTED
 HA0724  ______________________________________________________________________
 HA0724  GEOID HEIGHT    -        -31.067 (meters)                     GEOID18
 HA0724  DYNAMIC HEIGHT  -        114.499 (meters)      375.65  (feet) COMP
 HA0724  MODELED GRAVITY -    979,942.2   (mgal)                       NAVD 88
 HA0724
 HA0724  VERT ORDER      -  FIRST     CLASS II
 HA0724
 HA0724.The horizontal coordinates were scaled from a map and have
 HA0724.an estimated accuracy of +/- 6 seconds.
 HA0724
 HA0724.The orthometric height was determined by differential leveling and
 HA0724.adjusted by the NATIONAL GEODETIC SURVEY
 HA0724.in June 1991.
 HA0724
 HA0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0724.GEOID18 height accuracy estimate available here.
 HA0724
 HA0724.Click photographs - Photos may exist for this station.
 HA0724
 HA0724.The dynamic height is computed by dividing the NAVD 88
 HA0724.geopotential number by the normal gravity value computed on the
 HA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0724.degrees latitude (g = 980.6199 gals.).
 HA0724
 HA0724.The modeled gravity was interpolated from observed gravity values.
 HA0724
 HA0724;                    North         East    Units  Estimated Accuracy
 HA0724;SPC IN W     -   295,580.      883,390.      MT  (+/- 180 meters Scaled)
 HA0724
 HA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG760959(NAD 83)
 HA0724
 HA0724                          SUPERSEDED SURVEY CONTROL
 HA0724
 HA0724  NGVD 29 (??/??/92)  114.669  (m)          376.21   (f) ADJ UNCH    1 2
 HA0724
 HA0724.Superseded values are not recommended for survey control.
 HA0724
 HA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0724.See file dsdata.pdf to determine how the superseded data were derived.
 HA0724
 HA0724_MARKER: DB = BENCH MARK DISK
 HA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0724_STAMPING: S 326 1965
 HA0724_MARK LOGO: CGS
 HA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0724+STABILITY: SURFACE MOTION
 HA0724
 HA0724  HISTORY     - Date     Condition        Report By
 HA0724  HISTORY     - 1965     MONUMENTED       CGS
 HA0724
 HA0724                          STATION DESCRIPTION
 HA0724
 HA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0724'1.6 MI E FROM YANKEETOWN.
 HA0724'ABOUT 1.55 MILES EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 HA0724'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN SECTION 14, T 7 S,
 HA0724'R 8 W, ABOUT 0.25 MILE WEST OF THE SPENCER-WARRICK COUNTY LINE,
 HA0724'ABOUT 350 FEET NORTHWEST OF THE NORTHWEST CORNER OF A NARROW
 HA0724'STEEL AND CONCRETE BRIDGE OVER THE LITTLE PIGEON CREEK, 192 FEET
 HA0724'NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF THE
 HA0724'CENTER LINE OF A GRAVELED ROAD, 82 FEET NORTH OF A POWER POLE,
 HA0724'13 FEET SOUTH OF A 26-INCH OAK TREE, 2.0 FEET EAST OF A METAL
 HA0724'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT
 HA0724'5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HA0724'CONCRETE POST PROJECTING 6 INCHES.  THIS MARK CAN ALSO BE
 HA0724'REACHED BY GOING 2.95 MILES WEST ALONG STATE HIGHWAY 66 FROM THE
 HA0724'POST OFFICE AT HATFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0491 ***********************************************************************
 JA0491  DESIGNATION -  S 327
 JA0491  PID         -  JA0491
 JA0491  STATE/COUNTY-  IN/HARRISON
 JA0491  COUNTRY     -  US
 JA0491  USGS QUAD   -  LEAVENWORTH (2019)
 JA0491
 JA0491                         *CURRENT SURVEY CONTROL
 JA0491  ______________________________________________________________________
 JA0491* NAD 83(1986) POSITION- 38 11 22.     (N) 086 16 11.     (W)   SCALED
 JA0491* NAVD 88 ORTHO HEIGHT -   250.134 (meters)      820.65  (feet) ADJUSTED
 JA0491  ______________________________________________________________________
 JA0491  GEOID HEIGHT    -        -33.199 (meters)                     GEOID18
 JA0491  DYNAMIC HEIGHT  -        249.954 (meters)      820.06  (feet) COMP
 JA0491  MODELED GRAVITY -    979,905.4   (mgal)                       NAVD 88
 JA0491
 JA0491  VERT ORDER      -  FIRST     CLASS II
 JA0491
 JA0491.The horizontal coordinates were scaled from a map and have
 JA0491.an estimated accuracy of +/- 6 seconds.
 JA0491
 JA0491.The orthometric height was determined by differential leveling and
 JA0491.adjusted by the NATIONAL GEODETIC SURVEY
 JA0491.in June 1991.
 JA0491
 JA0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0491.GEOID18 height accuracy estimate available here.
 JA0491
 JA0491.Click photographs - Photos may exist for this station.
 JA0491
 JA0491.The dynamic height is computed by dividing the NAVD 88
 JA0491.geopotential number by the normal gravity value computed on the
 JA0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0491.degrees latitude (g = 980.6199 gals.).
 JA0491
 JA0491.The modeled gravity was interpolated from observed gravity values.
 JA0491
 JA0491;                    North         East    Units  Estimated Accuracy
 JA0491;SPC IN E     -   326,690.       47,170.      MT  (+/- 180 meters Scaled)
 JA0491
 JA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH639270(NAD 83)
 JA0491
 JA0491                          SUPERSEDED SURVEY CONTROL
 JA0491
 JA0491  NGVD 29 (??/??/92)  250.240  (m)          821.00   (f) ADJ UNCH    1 2
 JA0491
 JA0491.Superseded values are not recommended for survey control.
 JA0491
 JA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0491.See file dsdata.pdf to determine how the superseded data were derived.
 JA0491
 JA0491_MARKER: DB = BENCH MARK DISK
 JA0491_SETTING: 66 = SET IN ROCK OUTCROP
 JA0491_STAMPING: S 327 1965
 JA0491_MARK LOGO: CGS
 JA0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0491+STABILITY: POSITION/ELEVATION WELL
 JA0491
 JA0491  HISTORY     - Date     Condition        Report By
 JA0491  HISTORY     - 1965     MONUMENTED       CGS
 JA0491
 JA0491                          STATION DESCRIPTION
 JA0491
 JA0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0491'6.2 MI E FROM LEAVENWORTH.
 JA0491'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0491'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0491'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0491'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.95 MILES EAST ALONG A
 JA0491'PAVED AND GRAVELED ROAD, THENCE 0.85 MILE SOUTH ALONG A WINDING
 JA0491'GRAVELED ROAD, IN SECTION 2, T 4 S, R 2 E, ABOUT 0.2 MILE
 JA0491'NORTHEAST OF A SHARP CURVE, 98 FEET SOUTHEAST OF THE CENTER
 JA0491'LINE OF THE ROAD, SET IN THE TOP OF A LONG SOLID ROCK LEDGE, 80
 JA0491'FEET SOUTHEAST OF A 24-INCH OAK TREE BEARING A TRIANGULAR BLAZE
 JA0491'PAINTED WHITE ON THE NORTHWEST SIDE, 1.0 FOOT SOUTHEAST OF THE
 JA0491'NORTHWEST EDGE OF THE ROCK LEDGE 1.0 FOOT NORTHEAST OF A METAL
 JA0491'WITNESS POST, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0573 ***********************************************************************
 JA0573  DESIGNATION -  S 328
 JA0573  PID         -  JA0573
 JA0573  STATE/COUNTY-  IN/DUBOIS
 JA0573  COUNTRY     -  US
 JA0573  USGS QUAD   -  HUNTINGBURG (2019)
 JA0573
 JA0573                         *CURRENT SURVEY CONTROL
 JA0573  ______________________________________________________________________
 JA0573* NAD 83(1986) POSITION- 38 18 04.     (N) 086 53 00.     (W)   SCALED
 JA0573* NAVD 88 ORTHO HEIGHT -   151.832 (meters)      498.14  (feet) ADJUSTED
 JA0573  ______________________________________________________________________
 JA0573  GEOID HEIGHT    -        -32.417 (meters)                     GEOID18
 JA0573  DYNAMIC HEIGHT  -        151.729 (meters)      497.80  (feet) COMP
 JA0573  MODELED GRAVITY -    979,950.4   (mgal)                       NAVD 88
 JA0573
 JA0573  VERT ORDER      -  FIRST     CLASS II
 JA0573
 JA0573.The horizontal coordinates were scaled from a map and have
 JA0573.an estimated accuracy of +/- 6 seconds.
 JA0573
 JA0573.The orthometric height was determined by differential leveling and
 JA0573.adjusted by the NATIONAL GEODETIC SURVEY
 JA0573.in June 1991.
 JA0573
 JA0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0573.GEOID18 height accuracy estimate available here.
 JA0573
 JA0573.Click photographs - Photos may exist for this station.
 JA0573
 JA0573.The dynamic height is computed by dividing the NAVD 88
 JA0573.geopotential number by the normal gravity value computed on the
 JA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0573.degrees latitude (g = 980.6199 gals.).
 JA0573
 JA0573.The modeled gravity was interpolated from observed gravity values.
 JA0573
 JA0573;                    North         East    Units  Estimated Accuracy
 JA0573;SPC IN W     -   338,940.      917,490.      MT  (+/- 180 meters Scaled)
 JA0573
 JA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH102392(NAD 83)
 JA0573
 JA0573                          SUPERSEDED SURVEY CONTROL
 JA0573
 JA0573  NGVD 29 (??/??/92)  151.939  (m)          498.49   (f) ADJ UNCH    1 2
 JA0573
 JA0573.Superseded values are not recommended for survey control.
 JA0573
 JA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0573.See file dsdata.pdf to determine how the superseded data were derived.
 JA0573
 JA0573_MARKER: DB = BENCH MARK DISK
 JA0573_SETTING: 66 = SET IN ROCK OUTCROP
 JA0573_STAMPING: S 328 1965
 JA0573_MARK LOGO: CGS
 JA0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0573+STABILITY: POSITION/ELEVATION WELL
 JA0573
 JA0573  HISTORY     - Date     Condition        Report By
 JA0573  HISTORY     - 1965     MONUMENTED       CGS
 JA0573
 JA0573                          STATION DESCRIPTION
 JA0573
 JA0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0573'3.7 MI E FROM HUNTINGBURG.
 JA0573'ABOUT 3.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POWER
 JA0573'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION 32,
 JA0573'T 2 S, R 4 W, 1 1/2 POLES WEST OF A PAVED PORTION OF THE SHOULDER
 JA0573'OF STATE HIGHWAY 64, 0.2 MILE EAST OF A PRIVATE ROAD AND RAILROAD
 JA0573'CROSSING, 54 FEET NORTHWEST OF THE NORTHWEST RAIL, 32 FEET
 JA0573'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JA0573'A ROCK OUTCROP, 79 FEET WEST OF TELEPHONE POLE NUMBER 130 AA,
 JA0573'28.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 JA0573'THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JA0573'RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0540 ***********************************************************************
 HA0540  DESIGNATION -  S 329
 HA0540  PID         -  HA0540
 HA0540  STATE/COUNTY-  IN/PERRY
 HA0540  COUNTRY     -  US
 HA0540  USGS QUAD   -  TELL CITY (2019)
 HA0540
 HA0540                         *CURRENT SURVEY CONTROL
 HA0540  ______________________________________________________________________
 HA0540* NAD 83(2011) POSITION- 37 57 57.68510(N) 086 46 10.54646(W)   ADJUSTED
 HA0540* NAD 83(2011) ELLIP HT-    92.667 (meters)        (06/27/12)   ADJUSTED
 HA0540* NAD 83(2011) EPOCH   -  2010.00
 HA0540* NAVD 88 ORTHO HEIGHT -   124.631 (meters)      408.89  (feet) ADJUSTED
 HA0540  ______________________________________________________________________
 HA0540  GEOID HEIGHT    -        -31.971 (meters)                     GEOID18
 HA0540  NAD 83(2011) X  -    283,718.916 (meters)                     COMP
 HA0540  NAD 83(2011) Y  - -5,026,822.984 (meters)                     COMP
 HA0540  NAD 83(2011) Z  -  3,902,528.506 (meters)                     COMP
 HA0540  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 HA0540  DYNAMIC HEIGHT  -        124.543 (meters)      408.60  (feet) COMP
 HA0540  MODELED GRAVITY -    979,924.1   (mgal)                       NAVD 88
 HA0540
 HA0540  VERT ORDER      -  FIRST     CLASS II
 HA0540
 HA0540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA0540  Standards:
 HA0540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA0540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA0540  -------------------------------------------------------------------
 HA0540  NETWORK    0.49   0.84           0.22   0.18   0.43      0.02256007
 HA0540  -------------------------------------------------------------------
 HA0540  Click here for local accuracies and other accuracy information.
 HA0540
 HA0540.The horizontal coordinates were established by GPS observations
 HA0540.and adjusted by the National Geodetic Survey in June 2012.
 HA0540
 HA0540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA0540.been affixed to the stable North American tectonic plate. See 
 HA0540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA0540
 HA0540.The horizontal coordinates are valid at the epoch date displayed above
 HA0540.which is a decimal equivalence of Year/Month/Day.
 HA0540
 HA0540.The orthometric height was determined by differential leveling and
 HA0540.adjusted by the NATIONAL GEODETIC SURVEY
 HA0540.in June 1991.
 HA0540
 HA0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0540.GEOID18 height accuracy estimate available here.
 HA0540
 HA0540.Click photographs - Photos may exist for this station.
 HA0540
 HA0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0540
 HA0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0540
 HA0540.The ellipsoidal height was determined by GPS observations
 HA0540.and is referenced to NAD 83.
 HA0540
 HA0540.The dynamic height is computed by dividing the NAVD 88
 HA0540.geopotential number by the normal gravity value computed on the
 HA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0540.degrees latitude (g = 980.6199 gals.).
 HA0540
 HA0540.The modeled gravity was interpolated from observed gravity values.
 HA0540
 HA0540. The following values were computed from the NAD 83(2011) position.
 HA0540
 HA0540;                    North         East     Units Scale Factor Converg.
 HA0540;SPC IN W     -   301,769.341   927,568.125   MT  0.99997602   +0 11 34.8
 HA0540;SPC IN W     -   990,054.91  3,043,196.42   sFT  0.99997602   +0 11 34.8
 HA0540;UTM  16      - 4,202,070.316   520,238.177   MT  0.99960504   +0 08 30.3
 HA0540
 HA0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0540!SPC IN W     -   0.99998546  x   0.99997602  =   0.99996148
 HA0540!UTM  16      -   0.99998546  x   0.99960504  =   0.99959051
 HA0540
 HA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2023802070(NAD 83)
 HA0540
 HA0540                          SUPERSEDED SURVEY CONTROL
 HA0540
 HA0540  NAD 83(2007)-  37 57 57.68510(N)    086 46 10.54725(W) AD(2002.00) 0
 HA0540  ELLIP H (02/10/07)   92.693  (m)                       GP(2002.00)    
 HA0540  NAD 83(1997)-  37 57 57.68478(N)    086 46 10.54786(W) AD(       ) 1
 HA0540  NAD 83(1993)-  37 57 57.68477(N)    086 46 10.54787(W) AD(       ) 1
 HA0540  ELLIP H (08/25/97)   92.695  (m)                       GP(       ) 4 2
 HA0540  NAVD 88             124.63   (m)          408.9    (f) LEVELING    3  
 HA0540  NGVD 29 (??/??/92)  124.738  (m)          409.24   (f) ADJ UNCH    1 2
 HA0540
 HA0540.Superseded values are not recommended for survey control.
 HA0540
 HA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0540.See file dsdata.pdf to determine how the superseded data were derived.
 HA0540
 HA0540_MARKER: DB = BENCH MARK DISK
 HA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0540_STAMPING: S 329 1965
 HA0540_MARK LOGO: CGS
 HA0540_PROJECTION: FLUSH
 HA0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0540+STABILITY: SURFACE MOTION
 HA0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0540+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2013
 HA0540
 HA0540  HISTORY     - Date     Condition        Report By
 HA0540  HISTORY     - 1965     MONUMENTED       CGS
 HA0540  HISTORY     - 19960804 GOOD             NGS
 HA0540  HISTORY     - 20080226 GOOD             JCLS
 HA0540  HISTORY     - 20110418 GOOD             JCLS
 HA0540  HISTORY     - 20131115 GOOD             INDOT
 HA0540
 HA0540                          STATION DESCRIPTION
 HA0540
 HA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0540'1.2 MI N FROM TELL CITY.
 HA0540'ABOUT 1.0 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HA0540'TELL CITY, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 66, IN SECTION
 HA0540'29, T 6 S, R 3 W, 69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HA0540'35 FEET NORTH OF THE CENTER LINE OF WINKELRIED STREET, 19 1/2 FEET
 HA0540'NORTH-NORTHEAST OF A FIRE HYDRANT, 17 1/2 FEET NORTH OF A PIPE FENCE
 HA0540'CORNER, 2 FEET WEST OF A STEEL MESH FENCE, ABOUT LEVEL WITH THE
 HA0540'HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA0540
 HA0540                          STATION RECOVERY (1996)
 HA0540
 HA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA0540'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGES.
 HA0540'THE STATION IS LOCATED 16.0 M (52.5 FT) NORTH OF WINKELRIED STREET
 HA0540'CENTER, 8.0 M (26.2 FT) EAST OF ASPHALT CEMETARY ACCESS DRIVE, 0.6 M
 HA0540'(2.0 FT) WEST OF A FOUR FT CHAIN LINK CEMETARY PERIMETER FENCE.
 HA0540
 HA0540                          STATION RECOVERY (2008)
 HA0540
 HA0540'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 HA0540'RECOVERED IN GOOD CONDITION.
 HA0540
 HA0540                          STATION RECOVERY (2011)
 HA0540
 HA0540'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 HA0540'RECOVERED IN GOOD CONDITION.
 HA0540
 HA0540                          STATION RECOVERY (2013)
 HA0540
 HA0540'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DAG)
 HA0540'RECOVERED AS DESCRIBED.
 HA0540'
 HA0540'PROPERTY OWNER ROMAN CATHOLIC ARCHDIOCESE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0904 ***********************************************************************
 KA0904  DESIGNATION -  S 33
 KA0904  PID         -  KA0904
 KA0904  STATE/COUNTY-  IN/PARKE
 KA0904  COUNTRY     -  US
 KA0904  USGS QUAD   -  ROSEDALE (2019)
 KA0904
 KA0904                         *CURRENT SURVEY CONTROL
 KA0904  ______________________________________________________________________
 KA0904* NAD 83(1986) POSITION- 39 37 25.09   (N) 087 17 05.17   (W)   HD_HELD1
 KA0904* NAVD 88 ORTHO HEIGHT -   165.068 (meters)      541.56  (feet) ADJUSTED
 KA0904  ______________________________________________________________________
 KA0904  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 KA0904  DYNAMIC HEIGHT  -        164.974 (meters)      541.25  (feet) COMP
 KA0904  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA0904
 KA0904  VERT ORDER      -  SECOND    CLASS 0
 KA0904
 KA0904.The horizontal coordinates were determined by differentially corrected
 KA0904.hand held GPS observations or other comparable positioning techniques
 KA0904.and have an estimated accuracy of +/- 3 meters.
 KA0904
 KA0904.The orthometric height was determined by differential leveling and
 KA0904.adjusted by the NATIONAL GEODETIC SURVEY
 KA0904.in June 1991.
 KA0904
 KA0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0904.GEOID18 height accuracy estimate available here.
 KA0904
 KA0904.Click photographs - Photos may exist for this station.
 KA0904
 KA0904.The dynamic height is computed by dividing the NAVD 88
 KA0904.geopotential number by the normal gravity value computed on the
 KA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0904.degrees latitude (g = 980.6199 gals.).
 KA0904
 KA0904.The modeled gravity was interpolated from observed gravity values.
 KA0904
 KA0904;                    North         East    Units  Estimated Accuracy
 KA0904;SPC IN W     -   485,750.4     882,705.1     MT  (+/- 3 meters HH1 GPS) 
 KA0904
 KA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7555986024(NAD 83)
 KA0904
 KA0904                          SUPERSEDED SURVEY CONTROL
 KA0904
 KA0904  NGVD 29 (??/??/92)  165.167  (m)          541.89   (f) ADJ UNCH    2 0
 KA0904
 KA0904.Superseded values are not recommended for survey control.
 KA0904
 KA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0904.See file dsdata.pdf to determine how the superseded data were derived.
 KA0904
 KA0904_MARKER: DB = BENCH MARK DISK
 KA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0904_STAMPING: S 33 1934
 KA0904_MARK LOGO: CGS
 KA0904_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0904+STABILITY: SURFACE MOTION
 KA0904
 KA0904  HISTORY     - Date     Condition        Report By
 KA0904  HISTORY     - 1934     MONUMENTED       INFCC
 KA0904  HISTORY     - 1952     GOOD             CGS
 KA0904
 KA0904                          STATION DESCRIPTION
 KA0904
 KA0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KA0904'AT ROSEDALE.
 KA0904'AT ROSEDALE, PARKE COUNTY, 15 YARDS WEST OF THE NORTHWEST CORNER
 KA0904'OF THE PENNSYLVANIA RAILROAD STATION, 15 YARDS SOUTHWEST OF THE
 KA0904'CENTER OF A DIRT-ROAD CROSSING, 8 YARDS WEST OF THE WEST RAIL, 1
 KA0904'YARD EAST OF THE FENCE LINE, AND 2-1/2 FEET HIGHER THAN THE
 KA0904'TRACK.  A STANDARD DISK, STAMPED S 33 1934 AND SET IN THE TOP OF
 KA0904'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0502 ***********************************************************************
 HA0502  DESIGNATION -  S 330
 HA0502  PID         -  HA0502
 HA0502  STATE/COUNTY-  IN/PERRY
 HA0502  COUNTRY     -  US
 HA0502  USGS QUAD   -  ROME (2019)
 HA0502
 HA0502                         *CURRENT SURVEY CONTROL
 HA0502  ______________________________________________________________________
 HA0502* NAD 83(1986) POSITION- 37 56 06.     (N) 086 33 59.     (W)   SCALED
 HA0502* NAVD 88 ORTHO HEIGHT -   162.918 (meters)      534.51  (feet) ADJUSTED
 HA0502  ______________________________________________________________________
 HA0502  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 HA0502  DYNAMIC HEIGHT  -        162.800 (meters)      534.12  (feet) COMP
 HA0502  MODELED GRAVITY -    979,904.0   (mgal)                       NAVD 88
 HA0502
 HA0502  VERT ORDER      -  FIRST     CLASS II
 HA0502
 HA0502.The horizontal coordinates were scaled from a map and have
 HA0502.an estimated accuracy of +/- 6 seconds.
 HA0502
 HA0502.The orthometric height was determined by differential leveling and
 HA0502.adjusted by the NATIONAL GEODETIC SURVEY
 HA0502.in June 1991.
 HA0502
 HA0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0502.GEOID18 height accuracy estimate available here.
 HA0502
 HA0502.Click photographs - Photos may exist for this station.
 HA0502
 HA0502.The dynamic height is computed by dividing the NAVD 88
 HA0502.geopotential number by the normal gravity value computed on the
 HA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0502.degrees latitude (g = 980.6199 gals.).
 HA0502
 HA0502.The modeled gravity was interpolated from observed gravity values.
 HA0502
 HA0502;                    North         East    Units  Estimated Accuracy
 HA0502;SPC IN W     -   298,410.      945,440.      MT  (+/- 180 meters Scaled)
 HA0502
 HA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG381986(NAD 83)
 HA0502
 HA0502                          SUPERSEDED SURVEY CONTROL
 HA0502
 HA0502  NGVD 29 (??/??/92)  163.021  (m)          534.84   (f) ADJ UNCH    1 2
 HA0502
 HA0502.Superseded values are not recommended for survey control.
 HA0502
 HA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0502.See file dsdata.pdf to determine how the superseded data were derived.
 HA0502
 HA0502_MARKER: DB = BENCH MARK DISK
 HA0502_SETTING: 66 = SET IN ROCK OUTCROP
 HA0502_STAMPING: S 330 1965
 HA0502_MARK LOGO: CGS
 HA0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0502+STABILITY: POSITION/ELEVATION WELL
 HA0502
 HA0502  HISTORY     - Date     Condition        Report By
 HA0502  HISTORY     - 1965     MONUMENTED       CGS
 HA0502
 HA0502                          STATION DESCRIPTION
 HA0502
 HA0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0502'2.8 MI W FROM ROME.
 HA0502'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0502'AT ROME, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY 66, 41 FEET
 HA0502'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 HA0502'SOUTH EDGE OF A ROCK OUTCROP WHICH PROJECTS 14-INCHES ABOVE
 HA0502'GROUND, 0.25 MILE WEST OF A DRIVEWAY TO THE ROBERT WHITEHEAD
 HA0502'FARMHOUSE, 25 FEET NORTH OF THE HEADWALL OF A CONCRETE CULVERT,
 HA0502'14 1/2 FEET NORTH OF A FORKED OAK TREE BEARING A WITNESS SHIELD,
 HA0502'4 YARDS EAST OF THE CENTER OF A WOODED RAVINE, ABOUT 1 FOOT
 HA0502'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1006 ***********************************************************************
 JA1006  DESIGNATION -  S 331
 JA1006  PID         -  JA1006
 JA1006  STATE/COUNTY-  IN/PIKE
 JA1006  COUNTRY     -  US
 JA1006  USGS QUAD   -  OAKLAND CITY (2019)
 JA1006
 JA1006                         *CURRENT SURVEY CONTROL
 JA1006  ______________________________________________________________________
 JA1006* NAD 83(1986) POSITION- 38 21 36.     (N) 087 16 41.     (W)   SCALED
 JA1006* NAVD 88 ORTHO HEIGHT -   137.579 (meters)      451.37  (feet) ADJUSTED
 JA1006  ______________________________________________________________________
 JA1006  GEOID HEIGHT    -        -31.872 (meters)                     GEOID18
 JA1006  DYNAMIC HEIGHT  -        137.488 (meters)      451.08  (feet) COMP
 JA1006  MODELED GRAVITY -    979,969.6   (mgal)                       NAVD 88
 JA1006
 JA1006  VERT ORDER      -  FIRST     CLASS II
 JA1006
 JA1006.The horizontal coordinates were scaled from a map and have
 JA1006.an estimated accuracy of +/- 6 seconds.
 JA1006
 JA1006.The orthometric height was determined by differential leveling and
 JA1006.adjusted by the NATIONAL GEODETIC SURVEY
 JA1006.in June 1991.
 JA1006
 JA1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1006.GEOID18 height accuracy estimate available here.
 JA1006
 JA1006.Click photographs - Photos may exist for this station.
 JA1006
 JA1006.The dynamic height is computed by dividing the NAVD 88
 JA1006.geopotential number by the normal gravity value computed on the
 JA1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1006.degrees latitude (g = 980.6199 gals.).
 JA1006
 JA1006.The modeled gravity was interpolated from observed gravity values.
 JA1006
 JA1006;                    North         East    Units  Estimated Accuracy
 JA1006;SPC IN W     -   345,470.      882,980.      MT  (+/- 180 meters Scaled)
 JA1006
 JA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH757457(NAD 83)
 JA1006
 JA1006                          SUPERSEDED SURVEY CONTROL
 JA1006
 JA1006  NGVD 29 (??/??/92)  137.700  (m)          451.77   (f) ADJ UNCH    1 2
 JA1006
 JA1006.Superseded values are not recommended for survey control.
 JA1006
 JA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1006.See file dsdata.pdf to determine how the superseded data were derived.
 JA1006
 JA1006_MARKER: DB = BENCH MARK DISK
 JA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1006_STAMPING: S 331 1965
 JA1006_MARK LOGO: CGS
 JA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1006+STABILITY: SURFACE MOTION
 JA1006
 JA1006  HISTORY     - Date     Condition        Report By
 JA1006  HISTORY     - 1965     MONUMENTED       CGS
 JA1006
 JA1006                          STATION DESCRIPTION
 JA1006
 JA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1006'4 MI E FROM OAKLAND CITY.
 JA1006'ABOUT 4.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1006'AT OAKLAND CITY, OR ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY
 JA1006'61 FROM THE POST OFFICE AT WINSLOW, THENCE 3.75 MILES WEST ALONG
 JA1006'THE SOUTHERN RAILWAY, IN SECTION 10, T 2 S, R 8 W, 5 RAILS
 JA1006'NORTHEAST OF MILEPOST 179, 37 FEET WEST OF THE CENTER OF A
 JA1006'CROSSING OF THE RAILROAD AND MERIDAN ROAD, 29 1/2 FEET NORTHWEST
 JA1006'OF THE NORTHWEST RAIL, 38 FEET WEST OF THE CENTER LINE OF THE
 JA1006'ROAD, 7 FEET SOUTH OF TELEPHONE POLE NUMBER 30B, 1.7 FEET
 JA1006'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 JA1006'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA1006'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0637 ***********************************************************************
 MD0637  DESIGNATION -  S 332
 MD0637  PID         -  MD0637
 MD0637  STATE/COUNTY-  IN/ALLEN
 MD0637  COUNTRY     -  US
 MD0637  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0637
 MD0637                         *CURRENT SURVEY CONTROL
 MD0637  ______________________________________________________________________
 MD0637* NAD 83(1986) POSITION- 41 04 43.     (N) 085 08 41.     (W)   SCALED
 MD0637* NAVD 88 ORTHO HEIGHT -   233.795 (meters)      767.04  (feet) ADJUSTED
 MD0637  ______________________________________________________________________
 MD0637  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 MD0637  DYNAMIC HEIGHT  -        233.703 (meters)      766.74  (feet) COMP
 MD0637  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 MD0637
 MD0637  VERT ORDER      -  FIRST     CLASS I
 MD0637
 MD0637.The horizontal coordinates were scaled from a map and have
 MD0637.an estimated accuracy of +/- 6 seconds.
 MD0637
 MD0637.The orthometric height was determined by differential leveling and
 MD0637.adjusted by the NATIONAL GEODETIC SURVEY
 MD0637.in June 1991.
 MD0637
 MD0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0637.GEOID18 height accuracy estimate available here.
 MD0637
 MD0637.Click photographs - Photos may exist for this station.
 MD0637
 MD0637.The dynamic height is computed by dividing the NAVD 88
 MD0637.geopotential number by the normal gravity value computed on the
 MD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0637.degrees latitude (g = 980.6199 gals.).
 MD0637
 MD0637.The modeled gravity was interpolated from observed gravity values.
 MD0637
 MD0637;                    North         East    Units  Estimated Accuracy
 MD0637;SPC IN E     -   647,420.      143,860.      MT  (+/- 180 meters Scaled)
 MD0637
 MD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL558491(NAD 83)
 MD0637
 MD0637                          SUPERSEDED SURVEY CONTROL
 MD0637
 MD0637  NGVD 29 (??/??/92)  233.954  (m)          767.56   (f) ADJ UNCH    1 1
 MD0637
 MD0637.Superseded values are not recommended for survey control.
 MD0637
 MD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0637.See file dsdata.pdf to determine how the superseded data were derived.
 MD0637
 MD0637_MARKER: DB = BENCH MARK DISK
 MD0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0637_STAMPING: S 332 1968
 MD0637_MARK LOGO: CGS
 MD0637_PROJECTION: RECESSED 3 CENTIMETERS
 MD0637_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0637
 MD0637  HISTORY     - Date     Condition        Report By
 MD0637  HISTORY     - 1968     MONUMENTED       CGS
 MD0637  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0637
 MD0637                          STATION DESCRIPTION
 MD0637
 MD0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0637'AT FORT WAYNE.
 MD0637'AT FORT WAYNE, AT THE INTERSECTION OF WEST BERRY STREET AND
 MD0637'EWING STREET, ABOUT 0.3 MILE WEST ALONG WEST BERRY STREET FROM
 MD0637'THE COURTHOUSE, 14 FEET NORTH OF THE NORTH CURB OF WEST BERRY
 MD0637'STREET, 6.8 FEET WEST OF THE WEST CURB OF EWING STREET, 1 FOOT
 MD0637'EAST OF THE EAST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF
 MD0637'EWING STREET, 1.5 FEET NORTH OF THE CENTER OF A STEEL POLE
 MD0637'SUPPORTING A TRAFFIC LIGHT, 1/2 FOOT ABOVE THE LEVEL OF THE
 MD0637'STREETS AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 MD0637'1 INCH BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 MD0637'METAL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN
 MD0637'TO REFUSAL AT A DEPTH OF 16.2 FEET.
 MD0637
 MD0637                          STATION RECOVERY (1992)
 MD0637
 MD0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0637'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0652 ***********************************************************************
 MD0652  DESIGNATION -  S 333
 MD0652  PID         -  MD0652
 MD0652  STATE/COUNTY-  IN/ALLEN
 MD0652  COUNTRY     -  US
 MD0652  USGS QUAD   -  ARCOLA (2019)
 MD0652
 MD0652                         *CURRENT SURVEY CONTROL
 MD0652  ______________________________________________________________________
 MD0652* NAD 83(1986) POSITION- 41 05 41.     (N) 085 15 41.     (W)   SCALED
 MD0652* NAVD 88 ORTHO HEIGHT -   256.551 (meters)      841.70  (feet) ADJUSTED
 MD0652  ______________________________________________________________________
 MD0652  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 MD0652  DYNAMIC HEIGHT  -        256.451 (meters)      841.37  (feet) COMP
 MD0652  MODELED GRAVITY -    980,225.7   (mgal)                       NAVD 88
 MD0652
 MD0652  VERT ORDER      -  FIRST     CLASS I
 MD0652
 MD0652.The horizontal coordinates were scaled from a map and have
 MD0652.an estimated accuracy of +/- 6 seconds.
 MD0652
 MD0652.The orthometric height was determined by differential leveling and
 MD0652.adjusted by the NATIONAL GEODETIC SURVEY
 MD0652.in June 1991.
 MD0652
 MD0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0652.GEOID18 height accuracy estimate available here.
 MD0652
 MD0652.Click photographs - Photos may exist for this station.
 MD0652
 MD0652.The dynamic height is computed by dividing the NAVD 88
 MD0652.geopotential number by the normal gravity value computed on the
 MD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0652.degrees latitude (g = 980.6199 gals.).
 MD0652
 MD0652.The modeled gravity was interpolated from observed gravity values.
 MD0652
 MD0652;                    North         East    Units  Estimated Accuracy
 MD0652;SPC IN E     -   649,160.      134,050.      MT  (+/- 180 meters Scaled)
 MD0652
 MD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL460507(NAD 83)
 MD0652
 MD0652                          SUPERSEDED SURVEY CONTROL
 MD0652
 MD0652  NGVD 29 (01/19/93)  256.712  (m)          842.23   (f) ADJUSTED    1 1
 MD0652  NGVD 29 (??/??/92)  256.712  (m)          842.23   (f) SUPERSEDED  1 1
 MD0652
 MD0652.Superseded values are not recommended for survey control.
 MD0652
 MD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0652.See file dsdata.pdf to determine how the superseded data were derived.
 MD0652
 MD0652_MARKER: DB = BENCH MARK DISK
 MD0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0652_STAMPING: S 333 1968
 MD0652_MARK LOGO: CGS
 MD0652_PROJECTION: PROJECTING 13 CENTIMETERS
 MD0652_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0652+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0652_ROD/PIPE-DEPTH: 7.3 meters
 MD0652
 MD0652  HISTORY     - Date     Condition        Report By
 MD0652  HISTORY     - 1968     MONUMENTED       CGS
 MD0652  HISTORY     - 19921009 GOOD             NGS
 MD0652
 MD0652                          STATION DESCRIPTION
 MD0652
 MD0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0652'1.9 MI SE FROM ARCOLA.
 MD0652'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0652'THE CROSSING OF ARCOLA ROAD AT ARCOLA, ABOUT 0.35 MILE NORTHWEST
 MD0652'OF MILEPOST 326, 47 FEET WEST OF THE CENTER LINE OF A FARM ROAD
 MD0652'CROSSING THE EASTBOUND TRACK, 38 1/2 FEET NORTHWEST OF THE CENTER
 MD0652'LINE OF THE ROAD, 28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MD0652'THE EASTBOUND TRACK, 2 FEET SOUTHEAST OF A TELEGRAPH POLE, IN
 MD0652'LINE WITH A ROW OF POLES, 0.7 FOOT NORTHEAST OF A METAL WITNESS
 MD0652'POST, 3 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON THE
 MD0652'TOP OF A COPPER COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE
 MD0652'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 MD0652'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 MD0652'DRIVEN TO A DEPTH OF 24 FEET.  IN SECTION 35, R 11 E, T 31 N.
 MD0652
 MD0652                          STATION RECOVERY (1992)
 MD0652
 MD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0652'3.3 KM (2.05 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0652'JUNCTION OF ARCOLA ROAD IN ARCOLA, 0.6 KM (0.35 MI) NORTHWEST OF
 MD0652'MILEPOST 326, 11.8 M (38.7 FT) WEST OF THE CENTER OF A FIELD ROAD,
 MD0652'8.7 M (28.5 FT) SOUTHWEST OF THE NEAR RAIL, 0.9 M (3.0 FT) BELOW THE
 MD0652'LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTHEAST OF A UTILITY POLE WITH A
 MD0652'GUY CABLE, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--THE
 MD0652'DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.11 M (0.36 FT)
 MD0652'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0229 ***********************************************************************
 ME0229  DESIGNATION -  S 334
 ME0229  PID         -  ME0229
 ME0229  STATE/COUNTY-  IN/MARSHALL
 ME0229  COUNTRY     -  US
 ME0229  USGS QUAD   -  BOURBON (2019)
 ME0229
 ME0229                         *CURRENT SURVEY CONTROL
 ME0229  ______________________________________________________________________
 ME0229* NAD 83(1986) POSITION- 41 17 07.22   (N) 086 04 41.58   (W)   HD_HELD1
 ME0229* NAVD 88 ORTHO HEIGHT -   251.441 (meters)      824.94  (feet) ADJUSTED
 ME0229  ______________________________________________________________________
 ME0229  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 ME0229  DYNAMIC HEIGHT  -        251.337 (meters)      824.59  (feet) COMP
 ME0229  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 ME0229
 ME0229  VERT ORDER      -  FIRST     CLASS I
 ME0229
 ME0229.The horizontal coordinates were determined by differentially corrected
 ME0229.hand held GPS observations or other comparable positioning techniques
 ME0229.and have an estimated accuracy of +/- 3 meters.
 ME0229
 ME0229.The orthometric height was determined by differential leveling and
 ME0229.adjusted by the NATIONAL GEODETIC SURVEY
 ME0229.in June 1991.
 ME0229
 ME0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0229.GEOID18 height accuracy estimate available here.
 ME0229
 ME0229.Click photographs - Photos may exist for this station.
 ME0229
 ME0229.The dynamic height is computed by dividing the NAVD 88
 ME0229.geopotential number by the normal gravity value computed on the
 ME0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0229.degrees latitude (g = 980.6199 gals.).
 ME0229
 ME0229.The modeled gravity was interpolated from observed gravity values.
 ME0229
 ME0229;                    North         East    Units  Estimated Accuracy
 ME0229;SPC IN E     -   670,327.6      65,525.0     MT  (+/- 3 meters HH1 GPS) 
 ME0229
 ME0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7718870842(NAD 83)
 ME0229
 ME0229                          SUPERSEDED SURVEY CONTROL
 ME0229
 ME0229  NGVD 29 (01/19/93)  251.570  (m)          825.36   (f) ADJUSTED    1 1
 ME0229  NGVD 29 (??/??/92)  251.570  (m)          825.36   (f) SUPERSEDED  1 1
 ME0229
 ME0229.Superseded values are not recommended for survey control.
 ME0229
 ME0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0229.See file dsdata.pdf to determine how the superseded data were derived.
 ME0229
 ME0229_MARKER: DB = BENCH MARK DISK
 ME0229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0229_STAMPING: S 334 1968
 ME0229_MARK LOGO: CGS
 ME0229_PROJECTION: PROJECTING 2 CENTIMETERS
 ME0229_MAGNETIC: I = MARKER IS A STEEL ROD
 ME0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0229+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0229_ROD/PIPE-DEPTH: 21.9 meters
 ME0229
 ME0229  HISTORY     - Date     Condition        Report By
 ME0229  HISTORY     - 1968     MONUMENTED       CGS
 ME0229  HISTORY     - 1983     GOOD             USPSQD
 ME0229  HISTORY     - 19920909 GOOD             NGS
 ME0229
 ME0229                          STATION DESCRIPTION
 ME0229
 ME0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0229'2 MI SE FROM BOURBON.
 ME0229'ABOUT 2.05 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0229'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, IN SECTION 29,
 ME0229'R 4 E, T 33 N, ABOUT 0.1 MILE NORTHWEST OF THE CROSSING OF SOUTH
 ME0229'BEECH ROAD, 44 1/2 FEET NORTHWEST OF MILEPOST 371, 52 FEET
 ME0229'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 25.5 FEET
 ME0229'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 0.7
 ME0229'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 ME0229'HIGHWAY, 8 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 ME0229'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 ME0229'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 ME0229'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 ME0229'DRIVEN TO A DEPTH OF 72 FEET.
 ME0229
 ME0229                          STATION RECOVERY (1983)
 ME0229
 ME0229'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0229'WITNESS POST SHEARED OFF AT GROUND LEVEL. POST AND SIGN BADLY MANGLED
 ME0229'AND BURRIED IN GRASS. POST AND SIGN RETURNED TO COUNTY SURVEVYOR.
 ME0229
 ME0229                          STATION RECOVERY (1992)
 ME0229
 ME0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0229'20.1 KM (12.50 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0229'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 0.2 KM
 ME0229'(0.10 MI) WEST OF THE INTERSECTION OF SOUTH BEECH ROAD, 33.2 M
 ME0229'(108.9 FT) SOUTHEAST OF A UTILITY POLE, 15.7 M (51.5 FT) SOUTHWEST OF
 ME0229'THE CENTERLINE OF OLD HIGHWAY 30, 13.0 M (42.7 FT) NORTHWEST OF
 ME0229'MILEPOST 371, 11.9 M (39.0 FT) NORTHEAST OF THE NEAR RAIL, 0.3 M
 ME0229'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) NORTHEAST
 ME0229'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE
 ME0229'AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1015 ***********************************************************************
 ME1015  DESIGNATION -  S 335
 ME1015  PID         -  ME1015
 ME1015  STATE/COUNTY-  IN/LAKE
 ME1015  COUNTRY     -  US
 ME1015  USGS QUAD   -  HIGHLAND (2019)
 ME1015
 ME1015                         *CURRENT SURVEY CONTROL
 ME1015  ______________________________________________________________________
 ME1015* NAD 83(1986) POSITION- 41 37 13.     (N) 087 24 47.     (W)   SCALED
 ME1015* NAVD 88 ORTHO HEIGHT -   178.792 (meters)      586.59  (feet) ADJUSTED
 ME1015  ______________________________________________________________________
 ME1015  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 ME1015  DYNAMIC HEIGHT  -        178.727 (meters)      586.37  (feet) COMP
 ME1015  MODELED GRAVITY -    980,254.5   (mgal)                       NAVD 88
 ME1015
 ME1015  VERT ORDER      -  FIRST     CLASS I
 ME1015
 ME1015.This mark is at Gary Airport (GYY)
 ME1015
 ME1015.The horizontal coordinates were scaled from a map and have
 ME1015.an estimated accuracy of +/- 6 seconds.
 ME1015
 ME1015.The orthometric height was determined by differential leveling and
 ME1015.adjusted by the NATIONAL GEODETIC SURVEY
 ME1015.in June 1991.
 ME1015
 ME1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1015.GEOID18 height accuracy estimate available here.
 ME1015
 ME1015.Click photographs - Photos may exist for this station.
 ME1015
 ME1015.The dynamic height is computed by dividing the NAVD 88
 ME1015.geopotential number by the normal gravity value computed on the
 ME1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1015.degrees latitude (g = 980.6199 gals.).
 ME1015
 ME1015.The modeled gravity was interpolated from observed gravity values.
 ME1015
 ME1015;                    North         East    Units  Estimated Accuracy
 ME1015;SPC IN W     -   707,500.      872,520.      MT  (+/- 180 meters Scaled)
 ME1015
 ME1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM655076(NAD 83)
 ME1015
 ME1015                          SUPERSEDED SURVEY CONTROL
 ME1015
 ME1015  NGVD 29 (??/??/92)  178.899  (m)          586.94   (f) ADJ UNCH    1 1
 ME1015
 ME1015.Superseded values are not recommended for survey control.
 ME1015
 ME1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1015.See file dsdata.pdf to determine how the superseded data were derived.
 ME1015
 ME1015_MARKER: DB = BENCH MARK DISK
 ME1015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME1015_SP_SET: CATCH BASIN
 ME1015_STAMPING: S 335 1968
 ME1015_MARK LOGO: CGS
 ME1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1015
 ME1015  HISTORY     - Date     Condition        Report By
 ME1015  HISTORY     - 1968     MONUMENTED       CGS
 ME1015  HISTORY     - 1983     GOOD             NGS
 ME1015
 ME1015                          STATION DESCRIPTION
 ME1015
 ME1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1015'AT GARY.
 ME1015'AT THE GARY MUNICIPAL AIRPORT, ABOUT 0.25 MILE NORTHWEST OF TWO
 ME1015'LARGE HANGARS WITH METAL SIDING, IN SECTION 35, R 9 W, T 37 N,
 ME1015'ABOUT IN THE CENTER OF A GRASSY PLOT THAT IS INSIDE OF A CIRCLE
 ME1015'FORMED BY THE NORTH-SOUTH RUNWAY AND THREE TAXI STRIP 105 FEET
 ME1015'EAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, SET ON THE TOP
 ME1015'OF THE SOUTH CORNER OF A 4-FOOT SQUARE CATCH BASIN AND 2 FEET
 ME1015'BELOW THE LEVEL OF THE GROUND.
 ME1015
 ME1015                          STATION RECOVERY (1983)
 ME1015
 ME1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ME1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0985 ***********************************************************************
 ME0985  DESIGNATION -  S 336
 ME0985  PID         -  ME0985
 ME0985  STATE/COUNTY-  IN/LAKE
 ME0985  COUNTRY     -  US
 ME0985  USGS QUAD   -  GARY (2019)
 ME0985
 ME0985                         *CURRENT SURVEY CONTROL
 ME0985  ______________________________________________________________________
 ME0985* NAD 83(1986) POSITION- 41 33 07.     (N) 087 15 57.     (W)   SCALED
 ME0985* NAVD 88 ORTHO HEIGHT -   194.012 (meters)      636.52  (feet) ADJUSTED
 ME0985  ______________________________________________________________________
 ME0985  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME0985  DYNAMIC HEIGHT  -        193.938 (meters)      636.28  (feet) COMP
 ME0985  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 ME0985
 ME0985  VERT ORDER      -  FIRST     CLASS I
 ME0985
 ME0985.The horizontal coordinates were scaled from a map and have
 ME0985.an estimated accuracy of +/- 6 seconds.
 ME0985
 ME0985.The orthometric height was determined by differential leveling and
 ME0985.adjusted by the NATIONAL GEODETIC SURVEY
 ME0985.in June 1991.
 ME0985
 ME0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0985.GEOID18 height accuracy estimate available here.
 ME0985
 ME0985.Click photographs - Photos may exist for this station.
 ME0985
 ME0985.The dynamic height is computed by dividing the NAVD 88
 ME0985.geopotential number by the normal gravity value computed on the
 ME0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0985.degrees latitude (g = 980.6199 gals.).
 ME0985
 ME0985.The modeled gravity was interpolated from observed gravity values.
 ME0985
 ME0985;                    North         East    Units  Estimated Accuracy
 ME0985;SPC IN W     -   699,870.      884,780.      MT  (+/- 180 meters Scaled)
 ME0985
 ME0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM778000(NAD 83)
 ME0985
 ME0985                          SUPERSEDED SURVEY CONTROL
 ME0985
 ME0985  NGVD 29 (??/??/92)  194.107  (m)          636.83   (f) ADJ UNCH    1 1
 ME0985
 ME0985.Superseded values are not recommended for survey control.
 ME0985
 ME0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0985.See file dsdata.pdf to determine how the superseded data were derived.
 ME0985
 ME0985_MARKER: DB = BENCH MARK DISK
 ME0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0985_STAMPING: S 336 1968
 ME0985_MARK LOGO: CGS
 ME0985_PROJECTION: FLUSH
 ME0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0985+STABILITY: SURFACE MOTION
 ME0985
 ME0985  HISTORY     - Date     Condition        Report By
 ME0985  HISTORY     - 1968     MONUMENTED       CGS
 ME0985  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0985
 ME0985                          STATION DESCRIPTION
 ME0985
 ME0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0985'1.6 MI N FROM HOBART.
 ME0985'ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 ME0985'HOBART, THENCE 0.25 MILE NORTHWEST ALONG RIDGE ROAD, THENCE
 ME0985'1.05 MILES NORTH ALONG NORTH LAKE PARK AVENUE, THENCE 0.15 MILE
 ME0985'WEST ALONG EAST 36 TH AVENUE, AT THE HOBART SKY RANCH AIRPORT,
 ME0985'NEAR THE NORTHWEST CORNER OF THE MAIN HANGAR AND ADMINISTRATION
 ME0985'BUILDING, 21.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 ME0985'OFFICE BUILDING, 6.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 ME0985'THE HANGAR PART OF THE BUILDING, 5.1 FEET WEST OF THE WEST WALL OF
 ME0985'THE HANGAR, ABOUT LEVEL WITH THE TAXI STRIP AND SET IN THE TOP
 ME0985'OF A CONCRETE POST FLUSH WITH THE GROUND.  IN SECTION 19, R 7 W,
 ME0985'T 36 N.
 ME0985
 ME0985                          STATION RECOVERY (1992)
 ME0985
 ME0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0985'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1638 ***********************************************************************
 LB1638  DESIGNATION -  S 34
 LB1638  PID         -  LB1638
 LB1638  STATE/COUNTY-  IN/MONTGOMERY
 LB1638  COUNTRY     -  US
 LB1638  USGS QUAD   -  WAYNETOWN (2019)
 LB1638
 LB1638                         *CURRENT SURVEY CONTROL
 LB1638  ______________________________________________________________________
 LB1638* NAD 83(1986) POSITION- 40 04 22.     (N) 087 01 25.     (W)   SCALED
 LB1638* NAVD 88 ORTHO HEIGHT -   246.794 (meters)      809.69  (feet) ADJUSTED
 LB1638  ______________________________________________________________________
 LB1638  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 LB1638  DYNAMIC HEIGHT  -        246.662 (meters)      809.26  (feet) COMP
 LB1638  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LB1638
 LB1638  VERT ORDER      -  SECOND    CLASS 0
 LB1638
 LB1638.The horizontal coordinates were scaled from a map and have
 LB1638.an estimated accuracy of +/- 6 seconds.
 LB1638
 LB1638.The orthometric height was determined by differential leveling and
 LB1638.adjusted by the NATIONAL GEODETIC SURVEY
 LB1638.in June 1991.
 LB1638
 LB1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1638.GEOID18 height accuracy estimate available here.
 LB1638
 LB1638.Click photographs - Photos may exist for this station.
 LB1638
 LB1638.The dynamic height is computed by dividing the NAVD 88
 LB1638.geopotential number by the normal gravity value computed on the
 LB1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1638.degrees latitude (g = 980.6199 gals.).
 LB1638
 LB1638.The modeled gravity was interpolated from observed gravity values.
 LB1638
 LB1638;                    North         East    Units  Estimated Accuracy
 LB1638;SPC IN W     -   535,600.      905,090.      MT  (+/- 180 meters Scaled)
 LB1638
 LB1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK979358(NAD 83)
 LB1638
 LB1638                          SUPERSEDED SURVEY CONTROL
 LB1638
 LB1638  NGVD 29 (??/??/92)  246.876  (m)          809.96   (f) ADJ UNCH    2 0
 LB1638
 LB1638.Superseded values are not recommended for survey control.
 LB1638
 LB1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1638.See file dsdata.pdf to determine how the superseded data were derived.
 LB1638
 LB1638_MARKER: DB = BENCH MARK DISK
 LB1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1638_STAMPING: S 34 1934
 LB1638_MARK LOGO: CGS
 LB1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1638+STABILITY: SURFACE MOTION
 LB1638
 LB1638  HISTORY     - Date     Condition        Report By
 LB1638  HISTORY     - 1934     MONUMENTED       CGS
 LB1638
 LB1638                          STATION DESCRIPTION
 LB1638
 LB1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1638'2.6 MI E FROM WAYNETOWN.
 LB1638'2.6 MILES EAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB1638'STATION AT WAYNETOWN, MONTGOMERY COUNTY, 5-3/4 RAILS WEST OF THE
 LB1638'CROSSING OF STATE HIGHWAY 34, 29 YARDS EAST OF POLE 51/18, 40
 LB1638'YARDS NORTHWEST OF THE ALBERT CHESTERSON RESIDENCE, 11 YARDS NORTH
 LB1638'OF THE CENTERLINE OF STATE HIGHWAY 34, AND 5 YARDS SOUTH OF THE
 LB1638'SOUTH RAIL.  A STANDARD DISK, STAMPED S 34 1934 AND SET IN THE
 LB1638'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0763 ***********************************************************************
 LA0763  DESIGNATION -  S 35
 LA0763  PID         -  LA0763
 LA0763  STATE/COUNTY-  IN/WELLS
 LA0763  COUNTRY     -  US
 LA0763  USGS QUAD   -  MARKLE (2019)
 LA0763
 LA0763                         *CURRENT SURVEY CONTROL
 LA0763  ______________________________________________________________________
 LA0763* NAD 83(1986) POSITION- 40 49 48.     (N) 085 17 13.     (W)   SCALED
 LA0763* NAVD 88 ORTHO HEIGHT -   246.869 (meters)      809.94  (feet) ADJUSTED
 LA0763  ______________________________________________________________________
 LA0763  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LA0763  DYNAMIC HEIGHT  -        246.753 (meters)      809.56  (feet) COMP
 LA0763  MODELED GRAVITY -    980,147.3   (mgal)                       NAVD 88
 LA0763
 LA0763  VERT ORDER      -  SECOND    CLASS 0
 LA0763
 LA0763.The horizontal coordinates were scaled from a map and have
 LA0763.an estimated accuracy of +/- 6 seconds.
 LA0763
 LA0763.The orthometric height was determined by differential leveling and
 LA0763.adjusted by the NATIONAL GEODETIC SURVEY
 LA0763.in June 1991.
 LA0763
 LA0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0763.GEOID18 height accuracy estimate available here.
 LA0763
 LA0763.Click photographs - Photos may exist for this station.
 LA0763
 LA0763.The dynamic height is computed by dividing the NAVD 88
 LA0763.geopotential number by the normal gravity value computed on the
 LA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0763.degrees latitude (g = 980.6199 gals.).
 LA0763
 LA0763.The modeled gravity was interpolated from observed gravity values.
 LA0763
 LA0763;                    North         East    Units  Estimated Accuracy
 LA0763;SPC IN E     -   619,750.      132,030.      MT  (+/- 180 meters Scaled)
 LA0763
 LA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL444212(NAD 83)
 LA0763
 LA0763                          SUPERSEDED SURVEY CONTROL
 LA0763
 LA0763  NGVD 29 (??/??/92)  247.007  (m)          810.39   (f) ADJ UNCH    2 0
 LA0763
 LA0763.Superseded values are not recommended for survey control.
 LA0763
 LA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0763.See file dsdata.pdf to determine how the superseded data were derived.
 LA0763
 LA0763_MARKER: DB = BENCH MARK DISK
 LA0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0763_STAMPING: S 35 1934
 LA0763_MARK LOGO: CGS
 LA0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0763+STABILITY: SURFACE MOTION
 LA0763
 LA0763  HISTORY     - Date     Condition        Report By
 LA0763  HISTORY     - 1934     MONUMENTED       CGS
 LA0763  HISTORY     - 1947     GOOD             CGS
 LA0763
 LA0763                          STATION DESCRIPTION
 LA0763
 LA0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0763'2.3 MI W FROM UNIONDALE.
 LA0763'ABOUT 2.3 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0763'AT UNIONDALE, ABOUT 2.8 MILES EAST OF THE STATION AT MARKLE,
 LA0763'HUNTINGTON COUNTY, 139 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 LA0763'MILE POST 115, 31 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 44
 LA0763'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 224, 12 FEET WEST
 LA0763'OF THE CENTER LINE OF AN ABANDONED PRIVATE ROAD CROSSING, 2.2
 LA0763'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A WHITE
 LA0763'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TRACK AND SET IN THE
 LA0763'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1649 ***********************************************************************
 KA1649  DESIGNATION -  S 350
 KA1649  PID         -  KA1649
 KA1649  STATE/COUNTY-  IN/MARION
 KA1649  COUNTRY     -  US
 KA1649  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA1649
 KA1649                         *CURRENT SURVEY CONTROL
 KA1649  ______________________________________________________________________
 KA1649* NAD 83(1986) POSITION- 39 45 54.     (N) 086 14 47.     (W)   SCALED
 KA1649* NAVD 88 ORTHO HEIGHT -   226.531 (meters)      743.21  (feet) ADJUSTED
 KA1649  ______________________________________________________________________
 KA1649  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 KA1649  DYNAMIC HEIGHT  -        226.408 (meters)      742.81  (feet) COMP
 KA1649  MODELED GRAVITY -    980,081.1   (mgal)                       NAVD 88
 KA1649
 KA1649  VERT ORDER      -  FIRST     CLASS II
 KA1649
 KA1649.The horizontal coordinates were scaled from a map and have
 KA1649.an estimated accuracy of +/- 6 seconds.
 KA1649
 KA1649.The orthometric height was determined by differential leveling and
 KA1649.adjusted by the NATIONAL GEODETIC SURVEY
 KA1649.in June 1991.
 KA1649
 KA1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1649.GEOID18 height accuracy estimate available here.
 KA1649
 KA1649.Click photographs - Photos may exist for this station.
 KA1649
 KA1649.The dynamic height is computed by dividing the NAVD 88
 KA1649.geopotential number by the normal gravity value computed on the
 KA1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1649.degrees latitude (g = 980.6199 gals.).
 KA1649
 KA1649.The modeled gravity was interpolated from observed gravity values.
 KA1649
 KA1649;                    North         East    Units  Estimated Accuracy
 KA1649;SPC IN E     -   501,590.       50,330.      MT  (+/- 180 meters Scaled)
 KA1649
 KA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK645019(NAD 83)
 KA1649
 KA1649                          SUPERSEDED SURVEY CONTROL
 KA1649
 KA1649.No superseded survey control is available for this station.
 KA1649
 KA1649_MARKER: I = METAL ROD
 KA1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1649_STAMPING: S 350 1985
 KA1649_MARK LOGO: NGS
 KA1649_PROJECTION: RECESSED 1 CENTIMETERS
 KA1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1649+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 KA1649_ROD/PIPE-DEPTH: 8.8 meters
 KA1649
 KA1649  HISTORY     - Date     Condition        Report By
 KA1649  HISTORY     - 1985     MONUMENTED       NGS
 KA1649  HISTORY     - 20070605 GOOD             INDIV
 KA1649
 KA1649                          STATION DESCRIPTION
 KA1649
 KA1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1649'IN INDIANAPOLIS.
 KA1649'IN INDIANAPOLIS, AT THE INTERSECTION OF WEST ROCKVILLE ROAD AND
 KA1649'COSSELL STREET, 21.2 M (69.6 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 KA1649'11.0 M (36.1 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE AT 5004 WEST
 KA1649'ROCKVILLE ROAD, 4.1 M (13.5 FT) WEST OF THE CENTER OF THE STREET, 1.4
 KA1649'M (4.6 FT) NORTHWEST OF A UTILITY POLE WITH 5 GUY WIRES, AND 0.3 M
 KA1649'(1.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 KA1649'A 5-INCH LOGO CAP.
 KA1649'THE MARK IS 0.3 M BELOW THE AVENUE.
 KA1649
 KA1649                          STATION RECOVERY (2007)
 KA1649
 KA1649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 KA1649'LAT- 39 45'54.44774 N
 KA1649'LONG- 86 14'46.47563 W
 KA1649'BY RTK GPS MEASUREMENT PER MWRTK.COM TRIMBLE VRS NETWORK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1584 ***********************************************************************
 JA1584  DESIGNATION -  S 351
 JA1584  PID         -  JA1584
 JA1584  STATE/COUNTY-  IN/PIKE
 JA1584  COUNTRY     -  US
 JA1584  USGS QUAD   -  PETERSBURG (2019)
 JA1584
 JA1584                         *CURRENT SURVEY CONTROL
 JA1584  ______________________________________________________________________
 JA1584* NAD 83(1986) POSITION- 38 24 17.     (N) 087 18 23.     (W)   SCALED
 JA1584* NAVD 88 ORTHO HEIGHT -   145.593 (meters)      477.67  (feet) ADJUSTED
 JA1584  ______________________________________________________________________
 JA1584  GEOID HEIGHT    -        -31.889 (meters)                     GEOID18
 JA1584  DYNAMIC HEIGHT  -        145.498 (meters)      477.35  (feet) COMP
 JA1584  MODELED GRAVITY -    979,974.3   (mgal)                       NAVD 88
 JA1584
 JA1584  VERT ORDER      -  FIRST     CLASS II
 JA1584
 JA1584.The horizontal coordinates were scaled from a map and have
 JA1584.an estimated accuracy of +/- 6 seconds.
 JA1584
 JA1584.The orthometric height was determined by differential leveling and
 JA1584.adjusted by the NATIONAL GEODETIC SURVEY
 JA1584.in June 1991.
 JA1584
 JA1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1584.GEOID18 height accuracy estimate available here.
 JA1584
 JA1584.Click photographs - Photos may exist for this station.
 JA1584
 JA1584.The dynamic height is computed by dividing the NAVD 88
 JA1584.geopotential number by the normal gravity value computed on the
 JA1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1584.degrees latitude (g = 980.6199 gals.).
 JA1584
 JA1584.The modeled gravity was interpolated from observed gravity values.
 JA1584
 JA1584;                    North         East    Units  Estimated Accuracy
 JA1584;SPC IN W     -   350,440.      880,520.      MT  (+/- 180 meters Scaled)
 JA1584
 JA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH732507(NAD 83)
 JA1584
 JA1584                          SUPERSEDED SURVEY CONTROL
 JA1584
 JA1584.No superseded survey control is available for this station.
 JA1584
 JA1584_MARKER: I = METAL ROD
 JA1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1584_STAMPING: S 351 1986
 JA1584_MARK LOGO: NGS
 JA1584_PROJECTION: FLUSH
 JA1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1584_ROD/PIPE-DEPTH: 7.3 meters
 JA1584
 JA1584  HISTORY     - Date     Condition        Report By
 JA1584  HISTORY     - 1986     MONUMENTED       NGS
 JA1584
 JA1584                          STATION DESCRIPTION
 JA1584
 JA1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1584'7.3 KM (4.55 MI) NE FROM OAKLAND CITY.
 JA1584'7.3 KM (4.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1584'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 15.2 M (49.9 FT) WEST
 JA1584'OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) NORTH OF THE EXTENDED
 JA1584'CENTER OF A DRIVEWAY, AND 1.5 M (4.9 FT) SOUTH OF A FENCE CORNER.
 JA1584'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1584'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JA1584'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1682 ***********************************************************************
 KA1682  DESIGNATION -  S 352
 KA1682  PID         -  KA1682
 KA1682  STATE/COUNTY-  IN/CLAY
 KA1682  COUNTRY     -  US
 KA1682  USGS QUAD   -  BRAZIL WEST (2019)
 KA1682
 KA1682                         *CURRENT SURVEY CONTROL
 KA1682  ______________________________________________________________________
 KA1682* NAD 83(1986) POSITION- 39 30 42.     (N) 087 09 47.     (W)   SCALED
 KA1682* NAVD 88 ORTHO HEIGHT -   194.770 (meters)      639.01  (feet) ADJUSTED
 KA1682  ______________________________________________________________________
 KA1682  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 KA1682  DYNAMIC HEIGHT  -        194.657 (meters)      638.64  (feet) COMP
 KA1682  MODELED GRAVITY -    980,041.6   (mgal)                       NAVD 88
 KA1682
 KA1682  VERT ORDER      -  FIRST     CLASS II
 KA1682
 KA1682.The horizontal coordinates were scaled from a map and have
 KA1682.an estimated accuracy of +/- 6 seconds.
 KA1682
 KA1682.The orthometric height was determined by differential leveling and
 KA1682.adjusted by the NATIONAL GEODETIC SURVEY
 KA1682.in June 1991.
 KA1682
 KA1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1682.GEOID18 height accuracy estimate available here.
 KA1682
 KA1682.Click photographs - Photos may exist for this station.
 KA1682
 KA1682.The dynamic height is computed by dividing the NAVD 88
 KA1682.geopotential number by the normal gravity value computed on the
 KA1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1682.degrees latitude (g = 980.6199 gals.).
 KA1682
 KA1682.The modeled gravity was interpolated from observed gravity values.
 KA1682
 KA1682;                    North         East    Units  Estimated Accuracy
 KA1682;SPC IN W     -   473,300.      893,140.      MT  (+/- 180 meters Scaled)
 KA1682
 KA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ859735(NAD 83)
 KA1682
 KA1682                          SUPERSEDED SURVEY CONTROL
 KA1682
 KA1682.No superseded survey control is available for this station.
 KA1682
 KA1682_MARKER: I = METAL ROD
 KA1682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1682_STAMPING: S 352 1985
 KA1682_MARK LOGO: NGS
 KA1682_PROJECTION: FLUSH
 KA1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1682_ROD/PIPE-DEPTH: 5.2 meters
 KA1682
 KA1682  HISTORY     - Date     Condition        Report By
 KA1682  HISTORY     - 1985     MONUMENTED       NGS
 KA1682
 KA1682                          STATION DESCRIPTION
 KA1682
 KA1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1682'3.6 KM (2.25 MI) SW FROM BRAZIL.
 KA1682'3.6 KM (2.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1682'WITH STATE HIGHWAY 59 IN BRAZIL, 25.1 M (82.3 FT) NORTH OF THE
 KA1682'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 4.8 M (15.7 FT)
 KA1682'WEST OF THE CENTER OF COUNTY ROAD 7 SOUTH, AND 1.0 M (3.3 FT) NORTH OF
 KA1682'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1682'LOGO CAP.
 KA1682'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1682'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1713 ***********************************************************************
 KA1713  DESIGNATION -  S 353
 KA1713  PID         -  KA1713
 KA1713  STATE/COUNTY-  IN/OWEN
 KA1713  COUNTRY     -  US
 KA1713  USGS QUAD   -  COAL CITY (2019)
 KA1713
 KA1713                         *CURRENT SURVEY CONTROL
 KA1713  ______________________________________________________________________
 KA1713* NAD 83(1986) POSITION- 39 12 16.5    (N) 087 01 31.0    (W)   HD_HELD2
 KA1713* NAVD 88 ORTHO HEIGHT -   169.118 (meters)      554.85  (feet) ADJUSTED
 KA1713  ______________________________________________________________________
 KA1713  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 KA1713  DYNAMIC HEIGHT  -        169.019 (meters)      554.52  (feet) COMP
 KA1713  MODELED GRAVITY -    980,036.8   (mgal)                       NAVD 88
 KA1713
 KA1713  VERT ORDER      -  FIRST     CLASS II
 KA1713
 KA1713.The horizontal coordinates were established by autonomous hand held GPS
 KA1713.observations and have an estimated accuracy of +/- 10 meters.
 KA1713
 KA1713.The orthometric height was determined by differential leveling and
 KA1713.adjusted by the NATIONAL GEODETIC SURVEY
 KA1713.in June 1991.
 KA1713
 KA1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1713.GEOID18 height accuracy estimate available here.
 KA1713
 KA1713.Click photographs - Photos may exist for this station.
 KA1713
 KA1713.The dynamic height is computed by dividing the NAVD 88
 KA1713.geopotential number by the normal gravity value computed on the
 KA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1713.degrees latitude (g = 980.6199 gals.).
 KA1713
 KA1713.The modeled gravity was interpolated from observed gravity values.
 KA1713
 KA1713;                    North         East    Units  Estimated Accuracy
 KA1713;SPC IN W     -   439,209.      905,014.      MT  (+/- 10 meters HH2 GPS)
 KA1713
 KA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9781739480(NAD 83)
 KA1713
 KA1713                          SUPERSEDED SURVEY CONTROL
 KA1713
 KA1713.No superseded survey control is available for this station.
 KA1713
 KA1713_MARKER: I = METAL ROD
 KA1713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KA1713+WITH SETTING: INFORMATION.
 KA1713_STAMPING: S 353 1985
 KA1713_MARK LOGO: NGS
 KA1713_PROJECTION: FLUSH
 KA1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1713_ROD/PIPE-DEPTH: 2.4 meters
 KA1713
 KA1713  HISTORY     - Date     Condition        Report By
 KA1713  HISTORY     - 1985     MONUMENTED       NGS
 KA1713
 KA1713                          STATION DESCRIPTION
 KA1713
 KA1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1713'12.3 KM (7.65 MI) NW FROM WORTHINGTON.
 KA1713'12.3 KM (7.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1713'JUNCTION WITH U.S. HIGHWAY 231 IN WORTHINGTON, 13.4 M (44.0 FT)
 KA1713'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.0 M (13.1 FT)
 KA1713'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING WEST TO BUSH
 KA1713'CEMETERY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1713'CAP.
 KA1713'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KA1713'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1626 ***********************************************************************
 JA1626  DESIGNATION -  S 354
 JA1626  PID         -  JA1626
 JA1626  STATE/COUNTY-  IN/DAVIESS
 JA1626  COUNTRY     -  US
 JA1626  USGS QUAD   -  WASHINGTON (2019)
 JA1626
 JA1626                         *CURRENT SURVEY CONTROL
 JA1626  ______________________________________________________________________
 JA1626* NAD 83(1986) POSITION- 38 43 45.7    (N) 087 09 59.0    (W)   HD_HELD2
 JA1626* NAVD 88 ORTHO HEIGHT -   141.749 (meters)      465.05  (feet) ADJUSTED
 JA1626  ______________________________________________________________________
 JA1626  GEOID HEIGHT    -        -32.376 (meters)                     GEOID18
 JA1626  DYNAMIC HEIGHT  -        141.659 (meters)      464.76  (feet) COMP
 JA1626  MODELED GRAVITY -    979,998.0   (mgal)                       NAVD 88
 JA1626
 JA1626  VERT ORDER      -  FIRST     CLASS II
 JA1626
 JA1626.The horizontal coordinates were established by autonomous hand held GPS
 JA1626.observations and have an estimated accuracy of +/- 10 meters.
 JA1626
 JA1626.The orthometric height was determined by differential leveling and
 JA1626.adjusted by the NATIONAL GEODETIC SURVEY
 JA1626.in June 1991.
 JA1626
 JA1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1626.GEOID18 height accuracy estimate available here.
 JA1626
 JA1626.Click photographs - Photos may exist for this station.
 JA1626
 JA1626.The dynamic height is computed by dividing the NAVD 88
 JA1626.geopotential number by the normal gravity value computed on the
 JA1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1626.degrees latitude (g = 980.6199 gals.).
 JA1626
 JA1626.The modeled gravity was interpolated from observed gravity values.
 JA1626
 JA1626;                    North         East    Units  Estimated Accuracy
 JA1626;SPC IN W     -   386,456.      892,778.      MT  (+/- 10 meters HH2 GPS)
 JA1626
 JA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8553786757(NAD 83)
 JA1626
 JA1626                          SUPERSEDED SURVEY CONTROL
 JA1626
 JA1626.No superseded survey control is available for this station.
 JA1626
 JA1626_MARKER: I = METAL ROD
 JA1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1626_STAMPING: S 354 1985
 JA1626_MARK LOGO: NGS
 JA1626_PROJECTION: FLUSH
 JA1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1626_ROD/PIPE-DEPTH: 15.9 meters
 JA1626
 JA1626  HISTORY     - Date     Condition        Report By
 JA1626  HISTORY     - 1985     MONUMENTED       NGS
 JA1626  HISTORY     - 20090506 GOOD             GEOCAC
 JA1626
 JA1626                          STATION DESCRIPTION
 JA1626
 JA1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1626'8.9 KM (5.55 MI) NE FROM WASHINGTON.
 JA1626'8.9 KM (5.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1626'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 39.3 M (128.9 FT) EAST OF
 JA1626'THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) SOUTH OF THE CENTER OF
 JA1626'COUNTY ROAD 500 NORTH, AND 1.1 M (3.6 FT) EAST OF UTILITY POLE NUMBER
 JA1626'E14.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1626'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1626'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA1626
 JA1626                          STATION RECOVERY (2009)
 JA1626
 JA1626'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1588 ***********************************************************************
 JA1588  DESIGNATION -  S 356
 JA1588  PID         -  JA1588
 JA1588  STATE/COUNTY-  IN/GIBSON
 JA1588  COUNTRY     -  US
 JA1588  USGS QUAD   -  OAKLAND CITY (2019)
 JA1588
 JA1588                         *CURRENT SURVEY CONTROL
 JA1588  ______________________________________________________________________
 JA1588* NAD 83(1986) POSITION- 38 20 26.     (N) 087 21 28.     (W)   SCALED
 JA1588* NAVD 88 ORTHO HEIGHT -   140.315 (meters)      460.35  (feet) ADJUSTED
 JA1588  ______________________________________________________________________
 JA1588  GEOID HEIGHT    -        -31.755 (meters)                     GEOID18
 JA1588  DYNAMIC HEIGHT  -        140.223 (meters)      460.05  (feet) COMP
 JA1588  MODELED GRAVITY -    979,966.4   (mgal)                       NAVD 88
 JA1588
 JA1588  VERT ORDER      -  FIRST     CLASS II
 JA1588
 JA1588.The horizontal coordinates were scaled from a map and have
 JA1588.an estimated accuracy of +/- 6 seconds.
 JA1588
 JA1588.The orthometric height was determined by differential leveling and
 JA1588.adjusted by the NATIONAL GEODETIC SURVEY
 JA1588.in June 1991.
 JA1588
 JA1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1588.GEOID18 height accuracy estimate available here.
 JA1588
 JA1588.Click photographs - Photos may exist for this station.
 JA1588
 JA1588.The dynamic height is computed by dividing the NAVD 88
 JA1588.geopotential number by the normal gravity value computed on the
 JA1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1588.degrees latitude (g = 980.6199 gals.).
 JA1588
 JA1588.The modeled gravity was interpolated from observed gravity values.
 JA1588
 JA1588;                    North         East    Units  Estimated Accuracy
 JA1588;SPC IN W     -   343,330.      876,010.      MT  (+/- 180 meters Scaled)
 JA1588
 JA1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH687436(NAD 83)
 JA1588
 JA1588                          SUPERSEDED SURVEY CONTROL
 JA1588
 JA1588.No superseded survey control is available for this station.
 JA1588
 JA1588_MARKER: I = METAL ROD
 JA1588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1588_STAMPING: S 356 1986
 JA1588_MARK LOGO: NGS
 JA1588_PROJECTION: RECESSED 1 CENTIMETERS
 JA1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1588+STABILITY: POSITION/ELEVATION WELL
 JA1588_ROD/PIPE-DEPTH: 18.9 meters
 JA1588_SLEEVE-DEPTH  : 3.0 meters
 JA1588
 JA1588  HISTORY     - Date     Condition        Report By
 JA1588  HISTORY     - 1986     MONUMENTED       NGS
 JA1588
 JA1588                          STATION DESCRIPTION
 JA1588
 JA1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1588'IN OAKLAND CITY.
 JA1588'IN OAKLAND CITY, AT THE INTERSECTION OF STATE HIGHWAY 57 AND COLLEGE
 JA1588'STREET, NEAR THE NORTHWEST CORNER OF BROOKS C. PUNNICK MEMORIAL
 JA1588'ATHLETIC FIELD, 47.4 M (155.5 FT) SOUTH OF THE STREET CENTER, 42.5 M
 JA1588'(139.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 20.1 M (65.9 FT) NORTH
 JA1588'OF THE CENTER OF A GATE, 14.3 M (46.9 FT) EAST OF THE CENTER OF A
 JA1588'GRAVELED ROAD, AND 0.7 M (2.3 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 JA1588'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1588'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2836 ***********************************************************************
 JZ2836  DESIGNATION -  S 357
 JZ2836  PID         -  JZ2836
 JZ2836  STATE/COUNTY-  IN/DECATUR
 JZ2836  COUNTRY     -  US
 JZ2836  USGS QUAD   -  ADAMS (2019)
 JZ2836
 JZ2836                         *CURRENT SURVEY CONTROL
 JZ2836  ______________________________________________________________________
 JZ2836* NAD 83(1986) POSITION- 39 26 42.2    (N) 085 36 37.4    (W)   HD_HELD2
 JZ2836* NAVD 88 ORTHO HEIGHT -   259.544 (meters)      851.52  (feet) ADJUSTED
 JZ2836  ______________________________________________________________________
 JZ2836  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ2836  DYNAMIC HEIGHT  -        259.386 (meters)      851.00  (feet) COMP
 JZ2836  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 JZ2836
 JZ2836  VERT ORDER      -  FIRST     CLASS II
 JZ2836
 JZ2836.The horizontal coordinates were established by autonomous hand held GPS
 JZ2836.observations and have an estimated accuracy of +/- 10 meters.
 JZ2836
 JZ2836.The orthometric height was determined by differential leveling and
 JZ2836.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2836.in June 1991.
 JZ2836
 JZ2836.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2836.GEOID18 height accuracy estimate available here.
 JZ2836
 JZ2836.Click photographs - Photos may exist for this station.
 JZ2836
 JZ2836.The dynamic height is computed by dividing the NAVD 88
 JZ2836.geopotential number by the normal gravity value computed on the
 JZ2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2836.degrees latitude (g = 980.6199 gals.).
 JZ2836
 JZ2836.The modeled gravity was interpolated from observed gravity values.
 JZ2836
 JZ2836;                    North         East    Units  Estimated Accuracy
 JZ2836;SPC IN E     -   465,906.      104,844.      MT  (+/- 10 meters HH2 GPS)
 JZ2836
 JZ2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1957367088(NAD 83)
 JZ2836
 JZ2836                          SUPERSEDED SURVEY CONTROL
 JZ2836
 JZ2836.No superseded survey control is available for this station.
 JZ2836
 JZ2836_MARKER: DV = VERTICAL CONTROL DISK
 JZ2836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2836_SP_SET: PIER
 JZ2836_STAMPING: S 357 1986
 JZ2836_MARK LOGO: NGS
 JZ2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2836
 JZ2836  HISTORY     - Date     Condition        Report By
 JZ2836  HISTORY     - 1986     MONUMENTED       NGS
 JZ2836  HISTORY     - 20140831 GOOD             GEOCAC
 JZ2836
 JZ2836                          STATION DESCRIPTION
 JZ2836
 JZ2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2836'14.3 KM (8.9 MI) SE FROM SHELBYVILLE.
 JZ2836'14.3 KM (8.9 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2836'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, OR 15.6 KM (9.7 MI)
 JZ2836'NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH STATE
 JZ2836'HIGHWAY 3 IN GREENSBURG, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 JZ2836'FIRST PIER SOUTHEAST OF THE NORTHWEST ABUTMENT OF THE NORTHWEST BOUND
 JZ2836'HIGHWAY BRIDGE SPANNING MILL CREEK, AND 7.0 M (23.0 FT) SOUTHWEST OF
 JZ2836'THE CENTER OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 JZ2836'THE MARK IS 1.4 M ABOVE THE GROUND.
 JZ2836
 JZ2836                          STATION RECOVERY (2014)
 JZ2836
 JZ2836'RECOVERY NOTE BY GEOCACHING 2014 (JR)
 JZ2836'TOOK A TRIP UP MILL CREEK FROM 421. THE MARK IS IN GOOD SHAPE AS
 JZ2836'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2810 ***********************************************************************
 JZ2810  DESIGNATION -  S 358
 JZ2810  PID         -  JZ2810
 JZ2810  STATE/COUNTY-  IN/RIPLEY
 JZ2810  COUNTRY     -  US
 JZ2810  USGS QUAD   -  SPADES (2019)
 JZ2810
 JZ2810                         *CURRENT SURVEY CONTROL
 JZ2810  ______________________________________________________________________
 JZ2810* NAD 83(1986) POSITION- 39 16 49.     (N) 085 06 02.     (W)   SCALED
 JZ2810* NAVD 88 ORTHO HEIGHT -   296.513 (meters)      972.81  (feet) ADJUSTED
 JZ2810  ______________________________________________________________________
 JZ2810  GEOID HEIGHT    -        -34.071 (meters)                     GEOID18
 JZ2810  DYNAMIC HEIGHT  -        296.327 (meters)      972.20  (feet) COMP
 JZ2810  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 JZ2810
 JZ2810  VERT ORDER      -  FIRST     CLASS II
 JZ2810
 JZ2810.The horizontal coordinates were scaled from a map and have
 JZ2810.an estimated accuracy of +/- 6 seconds.
 JZ2810
 JZ2810.The orthometric height was determined by differential leveling and
 JZ2810.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2810.in June 1991.
 JZ2810
 JZ2810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2810.GEOID18 height accuracy estimate available here.
 JZ2810
 JZ2810.Click photographs - Photos may exist for this station.
 JZ2810
 JZ2810.The dynamic height is computed by dividing the NAVD 88
 JZ2810.geopotential number by the normal gravity value computed on the
 JZ2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2810.degrees latitude (g = 980.6199 gals.).
 JZ2810
 JZ2810.The modeled gravity was interpolated from observed gravity values.
 JZ2810
 JZ2810;                    North         East    Units  Estimated Accuracy
 JZ2810;SPC IN E     -   447,760.      148,850.      MT  (+/- 180 meters Scaled)
 JZ2810
 JZ2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ638495(NAD 83)
 JZ2810
 JZ2810                          SUPERSEDED SURVEY CONTROL
 JZ2810
 JZ2810.No superseded survey control is available for this station.
 JZ2810
 JZ2810_MARKER: DV = VERTICAL CONTROL DISK
 JZ2810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2810_SP_SET: PIER
 JZ2810_STAMPING: S 358 1986
 JZ2810_MARK LOGO: NGS
 JZ2810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2810+STABILITY: POSITION/ELEVATION WELL
 JZ2810
 JZ2810  HISTORY     - Date     Condition        Report By
 JZ2810  HISTORY     - 1986     MONUMENTED       NGS
 JZ2810
 JZ2810                          STATION DESCRIPTION
 JZ2810
 JZ2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2810'10.8 KM (6.7 MI) EAST FROM BATESVILLE.
 JZ2810'10.8 KM (6.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2810'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, SET VERTICALLY IN THE
 JZ2810'SOUTH FACE OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF
 JZ2810'STATE HIGHWAY 101 OVERPASS OF THE INTERSTATE HIGHWAY, 13.4 M (44.0 FT)
 JZ2810'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND
 JZ2810'12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 JZ2810'THE HIGHWAY.
 JZ2810'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1636 ***********************************************************************
 JA1636  DESIGNATION -  S 359
 JA1636  PID         -  JA1636
 JA1636  STATE/COUNTY-  IN/KNOX
 JA1636  COUNTRY     -  US
 JA1636  USGS QUAD   -  VINCENNES (2019)
 JA1636
 JA1636                         *CURRENT SURVEY CONTROL
 JA1636  ______________________________________________________________________
 JA1636* NAD 83(1986) POSITION- 38 40 35.3    (N) 087 31 37.4    (W)   HD_HELD2
 JA1636* NAVD 88 ORTHO HEIGHT -   131.838 (meters)      432.54  (feet) ADJUSTED
 JA1636  ______________________________________________________________________
 JA1636  GEOID HEIGHT    -        -31.773 (meters)                     GEOID18
 JA1636  DYNAMIC HEIGHT  -        131.757 (meters)      432.27  (feet) COMP
 JA1636  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 JA1636
 JA1636  VERT ORDER      -  FIRST     CLASS II
 JA1636
 JA1636.The horizontal coordinates were established by autonomous hand held GPS
 JA1636.observations and have an estimated accuracy of +/- 10 meters.
 JA1636
 JA1636.The orthometric height was determined by differential leveling and
 JA1636.adjusted by the NATIONAL GEODETIC SURVEY
 JA1636.in June 1991.
 JA1636
 JA1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1636.GEOID18 height accuracy estimate available here.
 JA1636
 JA1636.Click photographs - Photos may exist for this station.
 JA1636
 JA1636.The dynamic height is computed by dividing the NAVD 88
 JA1636.geopotential number by the normal gravity value computed on the
 JA1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1636.degrees latitude (g = 980.6199 gals.).
 JA1636
 JA1636.The modeled gravity was interpolated from observed gravity values.
 JA1636
 JA1636;                    North         East    Units  Estimated Accuracy
 JA1636;SPC IN W     -   380,675.      861,389.      MT  (+/- 10 meters HH2 GPS)
 JA1636
 JA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5415481007(NAD 83)
 JA1636
 JA1636                          SUPERSEDED SURVEY CONTROL
 JA1636
 JA1636.No superseded survey control is available for this station.
 JA1636
 JA1636_MARKER: DV = VERTICAL CONTROL DISK
 JA1636_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 JA1636_SP_SET: BUILDING
 JA1636_STAMPING: S 359 1986
 JA1636_MARK LOGO: NGS
 JA1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1636+STABILITY: POSITION/ELEVATION WELL
 JA1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1636+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 JA1636
 JA1636  HISTORY     - Date     Condition        Report By
 JA1636  HISTORY     - 1986     MONUMENTED       NGS
 JA1636  HISTORY     - 20130712 GOOD             PATRIC
 JA1636
 JA1636                          STATION DESCRIPTION
 JA1636
 JA1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1636'IN VINCENNES.
 JA1636'IN VINCENNES, AT THE INTERSECTION OF 7TH AND BUSSERON STREETS, IN THE
 JA1636'TOP STEP DIRECTLY OVER THE FOUNDATION OF THE COURTHOUSE, 44.2 M
 JA1636'(145.0 FT) SOUTHEAST OF THE CENTER OF 7TH STREET, 36.1 M (118.4 FT)
 JA1636'NORTHEAST OF THE CENTER OF BUSSERON STREET, 3.9 M (12.8 FT) NORTHEAST
 JA1636'OF THE CENTER OF THE ENTRANCE TO THE COURTHOUSE, 0.4 M (1.3 FT)
 JA1636'NORTHWEST OF THE NORTHWEST DOOR FACE, AND 0.1 M (0.3 FT) SOUTHWEST OF
 JA1636'THE SOUTHWEST FACE OF A WALL.
 JA1636'THE MARK IS ABOVE LEVEL WITH THE TOP STEP.
 JA1636
 JA1636                          STATION RECOVERY (2013)
 JA1636
 JA1636'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2013 (SAL)
 JA1636'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1736 ***********************************************************************
 KA1736  DESIGNATION -  S 360
 KA1736  PID         -  KA1736
 KA1736  STATE/COUNTY-  IN/VERMILLION
 KA1736  COUNTRY     -  US
 KA1736  USGS QUAD   -  CLINTON (2019)
 KA1736
 KA1736                         *CURRENT SURVEY CONTROL
 KA1736  ______________________________________________________________________
 KA1736* NAD 83(1986) POSITION- 39 39 32.     (N) 087 26 05.     (W)   SCALED
 KA1736* NAVD 88 ORTHO HEIGHT -   187.730 (meters)      615.91  (feet) ADJUSTED
 KA1736  ______________________________________________________________________
 KA1736  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 KA1736  DYNAMIC HEIGHT  -        187.626 (meters)      615.57  (feet) COMP
 KA1736  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA1736
 KA1736  VERT ORDER      -  FIRST     CLASS II
 KA1736
 KA1736.The horizontal coordinates were scaled from a map and have
 KA1736.an estimated accuracy of +/- 6 seconds.
 KA1736
 KA1736.The orthometric height was determined by differential leveling and
 KA1736.adjusted by the NATIONAL GEODETIC SURVEY
 KA1736.in June 1991.
 KA1736
 KA1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1736.GEOID18 height accuracy estimate available here.
 KA1736
 KA1736.Click photographs - Photos may exist for this station.
 KA1736
 KA1736.The dynamic height is computed by dividing the NAVD 88
 KA1736.geopotential number by the normal gravity value computed on the
 KA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1736.degrees latitude (g = 980.6199 gals.).
 KA1736
 KA1736.The modeled gravity was interpolated from observed gravity values.
 KA1736
 KA1736;                    North         East    Units  Estimated Accuracy
 KA1736;SPC IN W     -   489,700.      869,850.      MT  (+/- 180 meters Scaled)
 KA1736
 KA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ627899(NAD 83)
 KA1736
 KA1736                          SUPERSEDED SURVEY CONTROL
 KA1736
 KA1736.No superseded survey control is available for this station.
 KA1736
 KA1736_MARKER: I = METAL ROD
 KA1736_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1736_STAMPING: S 360 1986
 KA1736_MARK LOGO: NGS
 KA1736_PROJECTION: FLUSH
 KA1736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1736+STABILITY: POSITION/ELEVATION WELL
 KA1736_ROD/PIPE-DEPTH: 7.9 meters
 KA1736_SLEEVE-DEPTH  : 3.0 meters
 KA1736
 KA1736  HISTORY     - Date     Condition        Report By
 KA1736  HISTORY     - 1986     MONUMENTED       NGS
 KA1736  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 KA1736
 KA1736                          STATION DESCRIPTION
 KA1736
 KA1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1736'IN CLINTON.
 KA1736'IN CLINTON, AT THE INTERSECTION OF STATE HIGHWAYS 63 AND 163, 26.7 M
 KA1736'(87.6 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 163, 23.0 M
 KA1736'(75.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF STATE
 KA1736'HIGHWAY 63, 17.5 M (57.4 FT) NORTHWEST OF A FENCE CORNER, AND 15.6 M
 KA1736'(51.2 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 KA1736'HAD THROUGH A 5-INCH LOGO CAP.
 KA1736'THE MARK IS 2.1 METERS  SW FROM  A WITNESS POST AND FENCE
 KA1736'THE MARK IS 0.3 M ABOVE STATE HIGHWAY 63.
 KA1736
 KA1736                          STATION RECOVERY (2005)
 KA1736
 KA1736'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 KA1736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2101 ***********************************************************************
 LB2101  DESIGNATION -  S 361
 LB2101  PID         -  LB2101
 LB2101  STATE/COUNTY-  IN/VERMILLION
 LB2101  COUNTRY     -  US
 LB2101  USGS QUAD   -  PERRYSVILLE (2019)
 LB2101
 LB2101                         *CURRENT SURVEY CONTROL
 LB2101  ______________________________________________________________________
 LB2101* NAD 83(1986) POSITION- 40 00 22.     (N) 087 27 04.     (W)   SCALED
 LB2101* NAVD 88 ORTHO HEIGHT -   165.885 (meters)      544.24  (feet) ADJUSTED
 LB2101  ______________________________________________________________________
 LB2101  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 LB2101  DYNAMIC HEIGHT  -        165.798 (meters)      543.96  (feet) COMP
 LB2101  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 LB2101
 LB2101  VERT ORDER      -  FIRST     CLASS II
 LB2101
 LB2101.The horizontal coordinates were scaled from a map and have
 LB2101.an estimated accuracy of +/- 6 seconds.
 LB2101
 LB2101.The orthometric height was determined by differential leveling and
 LB2101.adjusted by the NATIONAL GEODETIC SURVEY
 LB2101.in June 1991.
 LB2101
 LB2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2101.GEOID18 height accuracy estimate available here.
 LB2101
 LB2101.Click photographs - Photos may exist for this station.
 LB2101
 LB2101.The dynamic height is computed by dividing the NAVD 88
 LB2101.geopotential number by the normal gravity value computed on the
 LB2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2101.degrees latitude (g = 980.6199 gals.).
 LB2101
 LB2101.The modeled gravity was interpolated from observed gravity values.
 LB2101
 LB2101;                    North         East    Units  Estimated Accuracy
 LB2101;SPC IN W     -   528,260.      868,600.      MT  (+/- 180 meters Scaled)
 LB2101
 LB2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614285(NAD 83)
 LB2101
 LB2101                          SUPERSEDED SURVEY CONTROL
 LB2101
 LB2101.No superseded survey control is available for this station.
 LB2101
 LB2101_MARKER: I = METAL ROD
 LB2101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2101_STAMPING: S 361 1986
 LB2101_MARK LOGO: NGS
 LB2101_PROJECTION: PROJECTING 5 CENTIMETERS
 LB2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2101_ROD/PIPE-DEPTH: 11.9 meters
 LB2101
 LB2101  HISTORY     - Date     Condition        Report By
 LB2101  HISTORY     - 1986     MONUMENTED       NGS
 LB2101  HISTORY     - 20051018 MARK NOT FOUND   INDOT
 LB2101
 LB2101                          STATION DESCRIPTION
 LB2101
 LB2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2101'6.1 KM (3.8 MI) NORTH FROM CAYUGA.
 LB2101'6.1 KM (3.8 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2101'WITH STATE HIGHWAY 234 IN CAYUGA, 0.6 KM (0.35 MI) SOUTH OF THE
 LB2101'INTERSECTION OF COUNTY ROAD 850 N, 34.1 M (111.9 FT) WEST OF THE
 LB2101'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 9.1 M (29.9 FT)
 LB2101'EAST OF THE CENTER OF A NARROW ASPHALT ROAD, AND 3.3 M (10.8 FT) NORTH
 LB2101'OF A FENCE BRACE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LB2101'5-INCH LOGO CAP.
 LB2101'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 LB2101'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LB2101
 LB2101                          STATION RECOVERY (2005)
 LB2101
 LB2101'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3386 ***********************************************************************
 ME3386  DESIGNATION -  S 367
 ME3386  PID         -  ME3386
 ME3386  STATE/COUNTY-  IN/LA PORTE
 ME3386  COUNTRY     -  US
 ME3386  USGS QUAD   -  HANNA (2019)
 ME3386
 ME3386                         *CURRENT SURVEY CONTROL
 ME3386  ______________________________________________________________________
 ME3386* NAD 83(1986) POSITION- 41 24 32.     (N) 086 45 42.     (W)   SCALED
 ME3386* NAVD 88 ORTHO HEIGHT -   209.038 (meters)      685.82  (feet) ADJUSTED
 ME3386  ______________________________________________________________________
 ME3386  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 ME3386  DYNAMIC HEIGHT  -        208.953 (meters)      685.54  (feet) COMP
 ME3386  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 ME3386
 ME3386  VERT ORDER      -  FIRST     CLASS II
 ME3386
 ME3386.The horizontal coordinates were scaled from a map and have
 ME3386.an estimated accuracy of +/- 6 seconds.
 ME3386
 ME3386.The orthometric height was determined by differential leveling and
 ME3386.adjusted by the NATIONAL GEODETIC SURVEY
 ME3386.in April 1995.
 ME3386
 ME3386.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3386.GEOID18 height accuracy estimate available here.
 ME3386
 ME3386.Click photographs - Photos may exist for this station.
 ME3386
 ME3386.The dynamic height is computed by dividing the NAVD 88
 ME3386.geopotential number by the normal gravity value computed on the
 ME3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3386.degrees latitude (g = 980.6199 gals.).
 ME3386
 ME3386.The modeled gravity was interpolated from observed gravity values.
 ME3386
 ME3386;                    North         East    Units  Estimated Accuracy
 ME3386;SPC IN W     -   684,020.      926,900.      MT  (+/- 180 meters Scaled)
 ME3386
 ME3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL199841(NAD 83)
 ME3386
 ME3386                          SUPERSEDED SURVEY CONTROL
 ME3386
 ME3386  NGVD 29 (01/19/93)  209.139  (m)          686.15   (f) ADJUSTED    1 2
 ME3386
 ME3386.Superseded values are not recommended for survey control.
 ME3386
 ME3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3386.See file dsdata.pdf to determine how the superseded data were derived.
 ME3386
 ME3386_MARKER: F = FLANGE-ENCASED ROD
 ME3386_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3386_STAMPING: S 367 1992
 ME3386_MARK LOGO: NGS
 ME3386_PROJECTION: FLUSH
 ME3386_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ME3386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3386+STABILITY: POSITION/ELEVATION WELL
 ME3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3386+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3386_ROD/PIPE-DEPTH: 21.9 meters
 ME3386_SLEEVE-DEPTH  : 3.1 meters
 ME3386
 ME3386  HISTORY     - Date     Condition        Report By
 ME3386  HISTORY     - 1992     MONUMENTED       NGS
 ME3386  HISTORY     - 20220103 GOOD             INDOT
 ME3386
 ME3386                          STATION DESCRIPTION
 ME3386
 ME3386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3386'0.2 KM (0.10 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME3386'IN HANNA, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG OLD HIGHWAY 30, 60.7
 ME3386'M (199.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 ME3386'OF U.S. HIGHWAY 30, 19.4 M (63.6 FT) NORTH OF THE NEAR RAIL OF THE
 ME3386'CONRAIL RAILROAD, 9.7 M (31.8 FT) SOUTH OF THE EXTENDED HIGHWAY
 ME3386'CENTER, 9.4 M (30.8 FT) WEST OF UTILITY POLE NUMBER 441-568, 1.8 M
 ME3386'(5.9 FT) BELOW THE LEVEL OF U.S. HIGHWAY 30, AND 0.5 M (1.6 FT) EAST
 ME3386'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 ME3386'5-INCH LOGO CAP.
 ME3386
 ME3386                          STATION RECOVERY (2022)
 ME3386
 ME3386'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME3386'TO REACH FROM THE JUNCTION OF OLD US 30 AND THOMPSON STREET IN HANNA
 ME3386'GO 0.8 MI (1.3 KM) EASTERLY ON OLD US 30 TO THE JUNCTION OF US 30 MARK
 ME3386'IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF OLD US 30 AND US
 ME3386'30.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1973 ***********************************************************************
 MD1973  DESIGNATION -  S 368
 MD1973  PID         -  MD1973
 MD1973  STATE/COUNTY-  IN/ALLEN
 MD1973  COUNTRY     -  US
 MD1973  USGS QUAD   -  MAPLES (2019)
 MD1973
 MD1973                         *CURRENT SURVEY CONTROL
 MD1973  ______________________________________________________________________
 MD1973* NAD 83(1986) POSITION- 41 04 19.0    (N) 084 56 33.7    (W)   HD_HELD2
 MD1973* NAVD 88 ORTHO HEIGHT -   234.072 (meters)      767.95  (feet) ADJUSTED
 MD1973  ______________________________________________________________________
 MD1973  GEOID HEIGHT    -        -33.185 (meters)                     GEOID18
 MD1973  DYNAMIC HEIGHT  -        233.977 (meters)      767.64  (feet) COMP
 MD1973  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 MD1973
 MD1973  VERT ORDER      -  FIRST     CLASS II
 MD1973
 MD1973.The horizontal coordinates were established by autonomous hand held GPS
 MD1973.observations and have an estimated accuracy of +/- 10 meters.
 MD1973
 MD1973.The orthometric height was determined by differential leveling and
 MD1973.adjusted by the NATIONAL GEODETIC SURVEY
 MD1973.in April 1995.
 MD1973
 MD1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1973.GEOID18 height accuracy estimate available here.
 MD1973
 MD1973.Click photographs - Photos may exist for this station.
 MD1973
 MD1973.The dynamic height is computed by dividing the NAVD 88
 MD1973.geopotential number by the normal gravity value computed on the
 MD1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1973.degrees latitude (g = 980.6199 gals.).
 MD1973
 MD1973.The modeled gravity was interpolated from observed gravity values.
 MD1973
 MD1973;                    North         East    Units  Estimated Accuracy
 MD1973;SPC IN E     -   646,800.      160,843.      MT  (+/- 10 meters HH2 GPS)
 MD1973
 MD1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7283948782(NAD 83)
 MD1973
 MD1973                          SUPERSEDED SURVEY CONTROL
 MD1973
 MD1973  NGVD 29 (01/19/93)  234.227  (m)          768.46   (f) ADJUSTED    1 2
 MD1973
 MD1973.Superseded values are not recommended for survey control.
 MD1973
 MD1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1973.See file dsdata.pdf to determine how the superseded data were derived.
 MD1973
 MD1973_MARKER: I = METAL ROD
 MD1973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1973_STAMPING: S 368 1992
 MD1973_MARK LOGO: NGS
 MD1973_PROJECTION: FLUSH
 MD1973_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1973+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1973_ROD/PIPE-DEPTH: 6.1 meters
 MD1973_SLEEVE-DEPTH  : 0.9 meters
 MD1973
 MD1973  HISTORY     - Date     Condition        Report By
 MD1973  HISTORY     - 1992     MONUMENTED       NGS
 MD1973
 MD1973                          STATION DESCRIPTION
 MD1973
 MD1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1973'6.3 KM (3.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD1973'U.S. HIGHWAY 24 IN NEW HAVEN, 21.7 M (71.2 FT) WEST OF UTILITY POLE
 MD1973'NUMBER A 487 13, 14.2 M (46.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD1973'7.1 M (23.3 FT) EAST OF THE CENTER OF BERTHAUD ROAD, 1.1 M (3.6 FT)
 MD1973'EAST-SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 MD1973'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MD1973'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 MD1973'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1032 ***********************************************************************
 LA1032  DESIGNATION -  S 37
 LA1032  PID         -  LA1032
 LA1032  STATE/COUNTY-  IN/JAY
 LA1032  COUNTRY     -  US
 LA1032  USGS QUAD   -  PENNVILLE (2019)
 LA1032
 LA1032                         *CURRENT SURVEY CONTROL
 LA1032  ______________________________________________________________________
 LA1032* NAD 83(1986) POSITION- 40 27 02.     (N) 085 09 01.     (W)   SCALED
 LA1032* NAVD 88 ORTHO HEIGHT -   274.300 (meters)      899.93  (feet) ADJUSTED
 LA1032  ______________________________________________________________________
 LA1032  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 LA1032  DYNAMIC HEIGHT  -        274.161 (meters)      899.48  (feet) COMP
 LA1032  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 LA1032
 LA1032  VERT ORDER      -  SECOND    CLASS 0
 LA1032
 LA1032.The horizontal coordinates were scaled from a map and have
 LA1032.an estimated accuracy of +/- 6 seconds.
 LA1032
 LA1032.The orthometric height was determined by differential leveling and
 LA1032.adjusted by the NATIONAL GEODETIC SURVEY
 LA1032.in June 1991.
 LA1032
 LA1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1032.GEOID18 height accuracy estimate available here.
 LA1032
 LA1032.Click photographs - Photos may exist for this station.
 LA1032
 LA1032.The dynamic height is computed by dividing the NAVD 88
 LA1032.geopotential number by the normal gravity value computed on the
 LA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1032.degrees latitude (g = 980.6199 gals.).
 LA1032
 LA1032.The modeled gravity was interpolated from observed gravity values.
 LA1032
 LA1032;                    North         East    Units  Estimated Accuracy
 LA1032;SPC IN E     -   577,670.      143,800.      MT  (+/- 180 meters Scaled)
 LA1032
 LA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK568794(NAD 83)
 LA1032
 LA1032                          SUPERSEDED SURVEY CONTROL
 LA1032
 LA1032  NGVD 29 (??/??/92)  274.435  (m)          900.38   (f) ADJ UNCH    2 0
 LA1032
 LA1032.Superseded values are not recommended for survey control.
 LA1032
 LA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1032.See file dsdata.pdf to determine how the superseded data were derived.
 LA1032
 LA1032_MARKER: DB = BENCH MARK DISK
 LA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1032_STAMPING: S 37 1934
 LA1032_MARK LOGO: CGS
 LA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1032+STABILITY: SURFACE MOTION
 LA1032
 LA1032  HISTORY     - Date     Condition        Report By
 LA1032  HISTORY     - 1934     MONUMENTED       CGS
 LA1032  HISTORY     - 1947     MARK NOT FOUND   CGS
 LA1032  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1032
 LA1032                          STATION DESCRIPTION
 LA1032
 LA1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1032'3 MI S FROM PENNVILLE.
 LA1032'3.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1032'PENNVILLE, JAY COUNTY, AT THE JUNCTION OF STATE HIGHWAY 26
 LA1032'LEADING WEST TO HARTFORD CITY, AT HICKORY GROVE CHURCH, 19.1
 LA1032'FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 34.4 FEET
 LA1032'EAST OF THE CENTERLINE OF STATE HIGHWAY 1, AND LEVEL WITH THE
 LA1032'HIGHWAY.  A STANDARD DISK, STAMPED S 37 1934 AND SET IN THE TOP
 LA1032'OF A CONCRETE POST.
 LA1032
 LA1032                          STATION RECOVERY (1959)
 LA1032
 LA1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1368 ***********************************************************************
 HZ1368  DESIGNATION -  S 37 CLARK
 HZ1368  PID         -  HZ1368
 HZ1368  STATE/COUNTY-  IN/CLARK
 HZ1368  COUNTRY     -  US
 HZ1368  USGS QUAD   -  NEW ALBANY (2019)
 HZ1368
 HZ1368                         *CURRENT SURVEY CONTROL
 HZ1368  ______________________________________________________________________
 HZ1368* NAD 83(1986) POSITION- 38 18 00.     (N) 085 45 12.     (W)   SCALED
 HZ1368* NAVD 88 ORTHO HEIGHT -   140.197 (meters)      459.96  (feet) ADJUSTED
 HZ1368  ______________________________________________________________________
 HZ1368  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 HZ1368  DYNAMIC HEIGHT  -        140.103 (meters)      459.65  (feet) COMP
 HZ1368  MODELED GRAVITY -    979,955.3   (mgal)                       NAVD 88
 HZ1368
 HZ1368  VERT ORDER      -  FIRST     CLASS II
 HZ1368
 HZ1368.The horizontal coordinates were scaled from a map and have
 HZ1368.an estimated accuracy of +/- 6 seconds.
 HZ1368
 HZ1368.The orthometric height was determined by differential leveling and
 HZ1368.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1368.in June 1991.
 HZ1368
 HZ1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1368.GEOID18 height accuracy estimate available here.
 HZ1368
 HZ1368.Click photographs - Photos may exist for this station.
 HZ1368
 HZ1368.The dynamic height is computed by dividing the NAVD 88
 HZ1368.geopotential number by the normal gravity value computed on the
 HZ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1368.degrees latitude (g = 980.6199 gals.).
 HZ1368
 HZ1368.The modeled gravity was interpolated from observed gravity values.
 HZ1368
 HZ1368;                    North         East    Units  Estimated Accuracy
 HZ1368;SPC IN E     -   338,800.       92,420.      MT  (+/- 180 meters Scaled)
 HZ1368
 HZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090398(NAD 83)
 HZ1368
 HZ1368                          SUPERSEDED SURVEY CONTROL
 HZ1368
 HZ1368  NGVD 29 (??/??/92)  140.35   (m)          460.5    (f) COMPUTED    1 2
 HZ1368
 HZ1368.Superseded values are not recommended for survey control.
 HZ1368
 HZ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1368.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1368
 HZ1368_MARKER: DD = SURVEY DISK
 HZ1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1368_STAMPING: CLARK S37 SHC
 HZ1368_MARK LOGO: INHD
 HZ1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1368+STABILITY: SURFACE MOTION
 HZ1368
 HZ1368  HISTORY     - Date     Condition        Report By
 HZ1368  HISTORY     - UNK      MONUMENTED       INHD
 HZ1368  HISTORY     - 1965     GOOD             CGS
 HZ1368
 HZ1368                          STATION DESCRIPTION
 HZ1368
 HZ1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1368'2 MI N FROM CLARKSVILLE.
 HZ1368'ABOUT 1.95 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1368'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1368'CLARKSVILLE, THENCE 0.1 MILE WEST ACROSS INTERSTATE HIGHWAY 65,
 HZ1368'AT THE NORTHEAST END OF KOPP LANE, 85 FEET WEST OF THE CENTER
 HZ1368'LINE OF THE WEST TRAFFIC LANE OF THE HIGHWAY, 70 FEET SOUTHEAST
 HZ1368'OF THE CENTER LINE OF KOPP LANE, 32 FEET SOUTHEAST OF A POWER
 HZ1368'POLE BRACED BY 5 GUY WIRES, 28 FEET WEST OF A FENCE, ABOUT 1 FOOT
 HZ1368'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1368'POST PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7524 ***********************************************************************
 DR7524  DESIGNATION -  S 375
 DR7524  PID         -  DR7524
 DR7524  STATE/COUNTY-  IN/LAGRANGE
 DR7524  COUNTRY     -  US
 DR7524  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7524
 DR7524                         *CURRENT SURVEY CONTROL
 DR7524  ______________________________________________________________________
 DR7524* NAD 83(1986) POSITION- 41 39 14.98   (N) 085 37 08.41   (W)   HD_HELD1
 DR7524* NAVD 88 ORTHO HEIGHT -   267.128 (meters)      876.40  (feet) ADJUSTED
 DR7524  ______________________________________________________________________
 DR7524  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 DR7524  DYNAMIC HEIGHT  -        267.026 (meters)      876.07  (feet) COMP
 DR7524  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 DR7524
 DR7524  VERT ORDER      -  SECOND    CLASS I
 DR7524
 DR7524.The horizontal coordinates were determined by differentially corrected
 DR7524.hand held GPS observations or other comparable positioning techniques
 DR7524.and have an estimated accuracy of +/- 3 meters.
 DR7524
 DR7524.The orthometric height was determined by differential leveling and
 DR7524.adjusted by the NATIONAL GEODETIC SURVEY
 DR7524.in March 2022.
 DR7524
 DR7524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7524.GEOID18 height accuracy estimate available here.
 DR7524
 DR7524.Click photographs - Photos may exist for this station.
 DR7524
 DR7524.The dynamic height is computed by dividing the NAVD 88
 DR7524.geopotential number by the normal gravity value computed on the
 DR7524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7524.degrees latitude (g = 980.6199 gals.).
 DR7524
 DR7524.The modeled gravity was interpolated from observed gravity values.
 DR7524
 DR7524;                    North         East    Units  Estimated Accuracy
 DR7524;SPC IN E     -   711,208.2     103,970.2     MT  (+/- 3 meters HH1 GPS) 
 DR7524
 DR7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1498912300(NAD 83)
 DR7524
 DR7524                          SUPERSEDED SURVEY CONTROL
 DR7524
 DR7524.No superseded survey control is available for this station.
 DR7524
 DR7524_MARKER: F = FLANGE-ENCASED ROD
 DR7524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7524_STAMPING: S 375 2018
 DR7524_MARK LOGO: NONE
 DR7524_PROJECTION: RECESSED 8 CENTIMETERS
 DR7524_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7524+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 DR7524_ROD/PIPE-DEPTH: 3.1 meters
 DR7524_SLEEVE-DEPTH  : 0.9 meters
 DR7524
 DR7524  HISTORY     - Date     Condition        Report By
 DR7524  HISTORY     - 20180612 MONUMENTED       INDOT
 DR7524
 DR7524                          STATION DESCRIPTION
 DR7524
 DR7524'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7524'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF TOPEKA,
 DR7524'4.7 MI (7.6 KM) EAST-SOUTHEAST OF MIDDLEBURY AND 2.4 MI (3.9 KM)
 DR7524'WEST-SOUTHWEST OF SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7524'
 DR7524'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7524'TRAVEL WEST 2.01 MI (3.23 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7524'THE LEFT (SOUTH) SIDE OF THE ROAD, IN THE SOUTHEAST QUADRANT OF THE
 DR7524'INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD NORTH 1000 WEST.
 DR7524'
 DR7524'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 40 FT (12.2 M)
 DR7524'SOUTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 45 FT (13.7
 DR7524'M) EAST OF THE COUNTY ROAD NORTH 1000 WEST CENTERLINE.  IT IS LOCATED
 DR7524'36.84 FT (11.2 M) NORTHEAST OF THE NORTHWEST CORNER OF A STOP SIGN
 DR7524'POST, 71.46 FT (21.8 M) EAST-NORTHEAST OF A MAG NAIL SET IN THE NORTH
 DR7524'FACE OF POWER POLE 690306, 82.45 FT (25.1 M) EAST-SOUTHEAST OF WEST
 DR7524'MOST ANCHOR BOLT OF A TRAFFIC SIGNAL POLE AND 153.53 FT (46.8 M) WEST
 DR7524'OF A MAG NAIL IN THE WEST FACE OF POWER POLE 690-304.
 DR7524'
 DR7524'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7524'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7548 ***********************************************************************
 DR7548  DESIGNATION -  S 376
 DR7548  PID         -  DR7548
 DR7548  STATE/COUNTY-  IN/LAGRANGE
 DR7548  COUNTRY     -  US
 DR7548  USGS QUAD   -  ORLAND (2019)
 DR7548
 DR7548                         *CURRENT SURVEY CONTROL
 DR7548  ______________________________________________________________________
 DR7548* NAD 83(1986) POSITION- 41 38 31.26   (N) 085 13 01.53   (W)   HD_HELD1
 DR7548* NAVD 88 ORTHO HEIGHT -   294.933 (meters)      967.63  (feet) ADJUSTED
 DR7548  ______________________________________________________________________
 DR7548  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 DR7548  DYNAMIC HEIGHT  -        294.819 (meters)      967.25  (feet) COMP
 DR7548  MODELED GRAVITY -    980,230.0   (mgal)                       NAVD 88
 DR7548
 DR7548  VERT ORDER      -  SECOND    CLASS I
 DR7548
 DR7548.The horizontal coordinates were determined by differentially corrected
 DR7548.hand held GPS observations or other comparable positioning techniques
 DR7548.and have an estimated accuracy of +/- 3 meters.
 DR7548
 DR7548.The orthometric height was determined by differential leveling and
 DR7548.adjusted by the NATIONAL GEODETIC SURVEY
 DR7548.in March 2022.
 DR7548
 DR7548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7548.GEOID18 height accuracy estimate available here.
 DR7548
 DR7548.Click photographs - Photos may exist for this station.
 DR7548
 DR7548.The dynamic height is computed by dividing the NAVD 88
 DR7548.geopotential number by the normal gravity value computed on the
 DR7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7548.degrees latitude (g = 980.6199 gals.).
 DR7548
 DR7548.The modeled gravity was interpolated from observed gravity values.
 DR7548
 DR7548;                    North         East    Units  Estimated Accuracy
 DR7548;SPC IN E     -   709,955.9     137,454.5     MT  (+/- 3 meters HH1 GPS) 
 DR7548
 DR7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4848311566(NAD 83)
 DR7548
 DR7548                          SUPERSEDED SURVEY CONTROL
 DR7548
 DR7548.No superseded survey control is available for this station.
 DR7548
 DR7548_MARKER: F = FLANGE-ENCASED ROD
 DR7548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7548_STAMPING: S 376 2018
 DR7548_MARK LOGO: NONE
 DR7548_PROJECTION: RECESSED 8 CENTIMETERS
 DR7548_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7548+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2018
 DR7548_ROD/PIPE-DEPTH: 20.4 meters
 DR7548_SLEEVE-DEPTH  : 0.9 meters
 DR7548
 DR7548  HISTORY     - Date     Condition        Report By
 DR7548  HISTORY     - 20180629 MONUMENTED       INDOT
 DR7548
 DR7548                          STATION DESCRIPTION
 DR7548
 DR7548'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7548'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF ORLAND,
 DR7548'4.4 MI (7.1 KM) SOUTHEAST OF MONGO AND 4.3 MI (6.9 KM) NORTH-NORTHWEST
 DR7548'OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7548'
 DR7548'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7548'TRAVEL SOUTHWEST AND WEST 2.21 MI (3.56 KM) ALONG U.S. HIGHWAY 20 TO
 DR7548'THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED ON THE
 DR7548'OPPOSITE SIDE OF THE ROAD FROM 10840 U.S. HIGHWAY 20.
 DR7548'
 DR7548'THE STATION IS FLUSH WITH THE GROUND, 37.4 FT (11.4 M) NORTH OF THE
 DR7548'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 30 FT (9.1 M) EAST OF
 DR7548'THE CENTERLINE OF THE PRIVATE DRIVE FOR 10840 U.S. HIGHWAY 20.  IT IS
 DR7548'LOCATED 23.18 FT (7.1 M) SOUTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7548'19308, 73.52 FT (22.4 M) WEST OF A MAG NAIL SET IN POWER POLE 494-886
 DR7548'AND 87.34 FT (26.6 M) NORTHWEST OF A MAG NAIL SET IN POWER POLE
 DR7548'1-081-022.
 DR7548'
 DR7548'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7548'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7572 ***********************************************************************
 DR7572  DESIGNATION -  S 377
 DR7572  PID         -  DR7572
 DR7572  STATE/COUNTY-  IN/LAGRANGE
 DR7572  COUNTRY     -  US
 DR7572  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7572
 DR7572                         *CURRENT SURVEY CONTROL
 DR7572  ______________________________________________________________________
 DR7572* NAD 83(1986) POSITION- 41 33 19.07   (N) 085 16 15.73   (W)   HD_HELD1
 DR7572* NAVD 88 ORTHO HEIGHT -   312.606 (meters)     1025.61  (feet) ADJUSTED
 DR7572  ______________________________________________________________________
 DR7572  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 DR7572  DYNAMIC HEIGHT  -        312.484 (meters)     1025.21  (feet) COMP
 DR7572  MODELED GRAVITY -    980,223.8   (mgal)                       NAVD 88
 DR7572
 DR7572  VERT ORDER      -  SECOND    CLASS I
 DR7572
 DR7572.The horizontal coordinates were determined by differentially corrected
 DR7572.hand held GPS observations or other comparable positioning techniques
 DR7572.and have an estimated accuracy of +/- 3 meters.
 DR7572
 DR7572.The orthometric height was determined by differential leveling and
 DR7572.adjusted by the NATIONAL GEODETIC SURVEY
 DR7572.in March 2022.
 DR7572
 DR7572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7572.GEOID18 height accuracy estimate available here.
 DR7572
 DR7572.Click photographs - Photos may exist for this station.
 DR7572
 DR7572.The dynamic height is computed by dividing the NAVD 88
 DR7572.geopotential number by the normal gravity value computed on the
 DR7572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7572.degrees latitude (g = 980.6199 gals.).
 DR7572
 DR7572.The modeled gravity was interpolated from observed gravity values.
 DR7572
 DR7572;                    North         East    Units  Estimated Accuracy
 DR7572;SPC IN E     -   700,302.6     133,004.5     MT  (+/- 3 meters HH1 GPS) 
 DR7572
 DR7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4418301846(NAD 83)
 DR7572
 DR7572                          SUPERSEDED SURVEY CONTROL
 DR7572
 DR7572.No superseded survey control is available for this station.
 DR7572
 DR7572_MARKER: DV = VERTICAL CONTROL DISK
 DR7572_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7572+WITH SETTING: PAVEMENT
 DR7572_SP_SET: FLAG POLE BASE
 DR7572_STAMPING: 2018 S 377
 DR7572_MARK LOGO: INDOT
 DR7572_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7572+STABILITY: SURFACE MOTION
 DR7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7572+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 DR7572
 DR7572  HISTORY     - Date     Condition        Report By
 DR7572  HISTORY     - 20180724 MONUMENTED       INDOT
 DR7572
 DR7572                          STATION DESCRIPTION
 DR7572
 DR7572'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7572'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF KENDALLVILLE, 5.4
 DR7572'MI (8.7 KM) EAST-NORTHEAST OF WOLCOTTVILLE AND 4.1 MI (6.6 KM)
 DR7572'WEST-SOUTHWEST OF STROH.  OWNERSHIP--SOUTH MILFORD CHURCH OF CHRIST.
 DR7572'
 DR7572'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7572'TRAVEL SOUTH-SOUTHEAST AND SOUTH 6.06 MI (9.75 KM) ALONG STATE ROAD 3
 DR7572'TO COUNTY ROAD EAST 600 SOUTH.  TURN LEFT (EAST) AND TRAVEL 0.04 MI
 DR7572'(0.06 KM) TO THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD,
 DR7572'LOCATED ON A FLAG POLE BASE.
 DR7572'
 DR7572'THE STATION IS ON THE NORTH SIDE OF THE WESTERN MOST FLAG POLE
 DR7572'FOUNDATION ON THE SOUTH MILFORD CHURCH OF CHRIST PROPERTY, 67.6 FT
 DR7572'(20.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 600
 DR7572'SOUTH, 72.75 FT (22.2 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DR7572'THE NORTHWEST BRICK COLUMN OF A CANOPY, 113.45 FT (34.6 M) SOUTHEAST
 DR7572'OF A MAG NAIL SET IN THE SOUTHEAST FACE OF POWER POLE 1-076-628 AND
 DR7572'18.39 FT (5.6 M) WEST OF A CUT-X IN THE NORTHWEST ANCHOR BOLT OF THE
 DR7572'EAST FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0813 ***********************************************************************
 LA0813  DESIGNATION -  S 38
 LA0813  PID         -  LA0813
 LA0813  STATE/COUNTY-  IN/WELLS
 LA0813  COUNTRY     -  US
 LA0813  USGS QUAD   -  BLUFFTON (2019)
 LA0813
 LA0813                         *CURRENT SURVEY CONTROL
 LA0813  ______________________________________________________________________
 LA0813* NAD 83(1986) POSITION- 40 39 18.     (N) 085 09 06.     (W)   SCALED
 LA0813* NAVD 88 ORTHO HEIGHT -   258.475 (meters)      848.01  (feet) ADJUSTED
 LA0813  ______________________________________________________________________
 LA0813  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 LA0813  DYNAMIC HEIGHT  -        258.349 (meters)      847.60  (feet) COMP
 LA0813  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 LA0813
 LA0813  VERT ORDER      -  SECOND    CLASS 0
 LA0813
 LA0813.The horizontal coordinates were scaled from a map and have
 LA0813.an estimated accuracy of +/- 6 seconds.
 LA0813
 LA0813.The orthometric height was determined by differential leveling and
 LA0813.adjusted by the NATIONAL GEODETIC SURVEY
 LA0813.in June 1991.
 LA0813
 LA0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0813.GEOID18 height accuracy estimate available here.
 LA0813
 LA0813.Click photographs - Photos may exist for this station.
 LA0813
 LA0813.The dynamic height is computed by dividing the NAVD 88
 LA0813.geopotential number by the normal gravity value computed on the
 LA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0813.degrees latitude (g = 980.6199 gals.).
 LA0813
 LA0813.The modeled gravity was interpolated from observed gravity values.
 LA0813
 LA0813;                    North         East    Units  Estimated Accuracy
 LA0813;SPC IN E     -   600,380.      143,550.      MT  (+/- 180 meters Scaled)
 LA0813
 LA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL562021(NAD 83)
 LA0813
 LA0813                          SUPERSEDED SURVEY CONTROL
 LA0813
 LA0813  NGVD 29 (??/??/92)  258.614  (m)          848.47   (f) ADJ UNCH    2 0
 LA0813
 LA0813.Superseded values are not recommended for survey control.
 LA0813
 LA0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0813.See file dsdata.pdf to determine how the superseded data were derived.
 LA0813
 LA0813_MARKER: DB = BENCH MARK DISK
 LA0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0813_STAMPING: S 38 1934
 LA0813_MARK LOGO: CGS
 LA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0813+STABILITY: SURFACE MOTION
 LA0813
 LA0813  HISTORY     - Date     Condition        Report By
 LA0813  HISTORY     - 1934     MONUMENTED       CGS
 LA0813  HISTORY     - 1947     GOOD             CGS
 LA0813  HISTORY     - 1968     MARK NOT FOUND   CGS
 LA0813
 LA0813                          STATION DESCRIPTION
 LA0813
 LA0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0813'AT REIFFSBURG.
 LA0813'AT REIFFSBURG, AT THE INTERSECTION OF STATE HIGHWAYS 1 AND 118,
 LA0813'120 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 118, 28 FEET WEST
 LA0813'OF THE CENTER LINE OF HIGHWAY 1, 53 FEET SOUTHEAST OF THE
 LA0813'SOUTHEAST CORNER OF THE REIFFSBURG M.E. CHURCH, 3 FEET
 LA0813'SOUTHEAST OF A FENCE CORNER POST, 2 FEET SOUTH OF A WHITE
 LA0813'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0813'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 LA0813
 LA0813                          STATION RECOVERY (1968)
 LA0813
 LA0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LA0813'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1035 ***********************************************************************
 LA1035  DESIGNATION -  S 39
 LA1035  PID         -  LA1035
 LA1035  STATE/COUNTY-  IN/JAY
 LA1035  COUNTRY     -  US
 LA1035  USGS QUAD   -  PENNVILLE (2019)
 LA1035
 LA1035                         *CURRENT SURVEY CONTROL
 LA1035  ______________________________________________________________________
 LA1035* NAD 83(1986) POSITION- 40 22 59.     (N) 085 09 02.     (W)   SCALED
 LA1035* NAVD 88 ORTHO HEIGHT -   294.859 (meters)      967.38  (feet) ADJUSTED
 LA1035  ______________________________________________________________________
 LA1035  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 LA1035  DYNAMIC HEIGHT  -        294.708 (meters)      966.89  (feet) COMP
 LA1035  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LA1035
 LA1035  VERT ORDER      -  SECOND    CLASS 0
 LA1035
 LA1035.The horizontal coordinates were scaled from a map and have
 LA1035.an estimated accuracy of +/- 6 seconds.
 LA1035
 LA1035.The orthometric height was determined by differential leveling and
 LA1035.adjusted by the NATIONAL GEODETIC SURVEY
 LA1035.in June 1991.
 LA1035
 LA1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1035.GEOID18 height accuracy estimate available here.
 LA1035
 LA1035.Click photographs - Photos may exist for this station.
 LA1035
 LA1035.The dynamic height is computed by dividing the NAVD 88
 LA1035.geopotential number by the normal gravity value computed on the
 LA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1035.degrees latitude (g = 980.6199 gals.).
 LA1035
 LA1035.The modeled gravity was interpolated from observed gravity values.
 LA1035
 LA1035;                    North         East    Units  Estimated Accuracy
 LA1035;SPC IN E     -   570,180.      143,820.      MT  (+/- 180 meters Scaled)
 LA1035
 LA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK569719(NAD 83)
 LA1035
 LA1035                          SUPERSEDED SURVEY CONTROL
 LA1035
 LA1035  NGVD 29 (??/??/92)  294.998  (m)          967.84   (f) ADJ UNCH    2 0
 LA1035
 LA1035.Superseded values are not recommended for survey control.
 LA1035
 LA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1035.See file dsdata.pdf to determine how the superseded data were derived.
 LA1035
 LA1035_MARKER: DB = BENCH MARK DISK
 LA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1035_STAMPING: S 39 1934
 LA1035_MARK LOGO: CGS
 LA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1035+STABILITY: SURFACE MOTION
 LA1035
 LA1035  HISTORY     - Date     Condition        Report By
 LA1035  HISTORY     - 1934     MONUMENTED       CGS
 LA1035  HISTORY     - 1934     GOOD             CGS
 LA1035
 LA1035                          STATION DESCRIPTION
 LA1035
 LA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1035'7.6 MI S FROM PENNVILLE.
 LA1035'7.6 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1035'PENNVILLE, JAY COUNTY, 39 FEET SOUTH ACROSS THE HIGHWAY FROM
 LA1035'THE L.E. WHALEY HOUSE, 33 FEET WEST OF THE CENTERLINE OF THE
 LA1035'HIGHWAY, 1.5 FEET EAST OF A FENCE LINE, AND ABOUT 1-1/2 FEET
 LA1035'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 39 1934
 LA1035'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1282 ***********************************************************************
 LA1282  DESIGNATION -  S 4
 LA1282  PID         -  LA1282
 LA1282  STATE/COUNTY-  IN/MADISON
 LA1282  COUNTRY     -  US
 LA1282  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1282
 LA1282                         *CURRENT SURVEY CONTROL
 LA1282  ______________________________________________________________________
 LA1282* NAD 83(1986) POSITION- 40 06 18.8    (N) 085 40 50.0    (W)   HD_HELD2
 LA1282* NAVD 88 ORTHO HEIGHT -   269.027 (meters)      882.63  (feet) ADJUSTED
 LA1282  ______________________________________________________________________
 LA1282  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LA1282  DYNAMIC HEIGHT  -        268.882 (meters)      882.16  (feet) COMP
 LA1282  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 LA1282
 LA1282  VERT ORDER      -  FIRST     CLASS II
 LA1282
 LA1282.The horizontal coordinates were established by autonomous hand held GPS
 LA1282.observations and have an estimated accuracy of +/- 10 meters.
 LA1282
 LA1282.The orthometric height was determined by differential leveling and
 LA1282.adjusted by the NATIONAL GEODETIC SURVEY
 LA1282.in June 1991.
 LA1282
 LA1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1282.GEOID18 height accuracy estimate available here.
 LA1282
 LA1282.Click photographs - Photos may exist for this station.
 LA1282
 LA1282.The dynamic height is computed by dividing the NAVD 88
 LA1282.geopotential number by the normal gravity value computed on the
 LA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1282.degrees latitude (g = 980.6199 gals.).
 LA1282
 LA1282.The modeled gravity was interpolated from observed gravity values.
 LA1282
 LA1282;                    North         East    Units  Estimated Accuracy
 LA1282;SPC IN E     -   539,201.       98,816.      MT  (+/- 10 meters HH2 GPS)
 LA1282
 LA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1245640270(NAD 83)
 LA1282
 LA1282                          SUPERSEDED SURVEY CONTROL
 LA1282
 LA1282  NGVD 29 (??/??/92)  269.167  (m)          883.09   (f) ADJ UNCH    1 2
 LA1282
 LA1282.Superseded values are not recommended for survey control.
 LA1282
 LA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1282.See file dsdata.pdf to determine how the superseded data were derived.
 LA1282
 LA1282_MARKER: DB = BENCH MARK DISK
 LA1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1282_SP_SET: BUILDING
 LA1282_STAMPING: S 4 ELEV 883.092 FT
 LA1282_MARK LOGO: CGS
 LA1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1282
 LA1282  HISTORY     - Date     Condition        Report By
 LA1282  HISTORY     - 1916     MONUMENTED       CGS
 LA1282  HISTORY     - 1946     GOOD             CGS
 LA1282  HISTORY     - 1989     GOOD             USPSQD
 LA1282
 LA1282                          STATION DESCRIPTION
 LA1282
 LA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1282'AT ANDERSON.
 LA1282'AT ANDERSON, SET VERTICALLY IN THE WEST FACE OF THE STONE WALL
 LA1282'OF THE POST OFFICE BUILDING, 17 FEET NORTH OF THE SOUTHWEST
 LA1282'CORNER OF THE BUILDING, 6.5 FEET NORTH OF THE CENTER OF THE WEST
 LA1282'ENTRANCE TO THE BUILDING, AND ABOUT 2.6 FEET ABOVE THE GROUND.
 LA1282
 LA1282                          STATION RECOVERY (1989)
 LA1282
 LA1282'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2385 ***********************************************************************
 JZ2385  DESIGNATION -  S 43
 JZ2385  PID         -  JZ2385
 JZ2385  STATE/COUNTY-  IN/RUSH
 JZ2385  COUNTRY     -  US
 JZ2385  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2385
 JZ2385                         *CURRENT SURVEY CONTROL
 JZ2385  ______________________________________________________________________
 JZ2385* NAD 83(1986) POSITION- 39 45 50.     (N) 085 33 48.     (W)   SCALED
 JZ2385* NAVD 88 ORTHO HEIGHT -   271.252 (meters)      889.93  (feet) ADJUSTED
 JZ2385  ______________________________________________________________________
 JZ2385  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 JZ2385  DYNAMIC HEIGHT  -        271.096 (meters)      889.42  (feet) COMP
 JZ2385  MODELED GRAVITY -    980,045.0   (mgal)                       NAVD 88
 JZ2385
 JZ2385  VERT ORDER      -  SECOND    CLASS 0
 JZ2385
 JZ2385.The horizontal coordinates were scaled from a map and have
 JZ2385.an estimated accuracy of +/- 6 seconds.
 JZ2385
 JZ2385.The orthometric height was determined by differential leveling and
 JZ2385.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2385.in June 1991.
 JZ2385
 JZ2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2385.GEOID18 height accuracy estimate available here.
 JZ2385
 JZ2385.Click photographs - Photos may exist for this station.
 JZ2385
 JZ2385.The dynamic height is computed by dividing the NAVD 88
 JZ2385.geopotential number by the normal gravity value computed on the
 JZ2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2385.degrees latitude (g = 980.6199 gals.).
 JZ2385
 JZ2385.The modeled gravity was interpolated from observed gravity values.
 JZ2385
 JZ2385;                    North         East    Units  Estimated Accuracy
 JZ2385;SPC IN E     -   501,310.      108,850.      MT  (+/- 180 meters Scaled)
 JZ2385
 JZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK230025(NAD 83)
 JZ2385
 JZ2385                          SUPERSEDED SURVEY CONTROL
 JZ2385
 JZ2385  NGVD 29 (??/??/92)  271.379  (m)          890.35   (f) ADJ UNCH    2 0
 JZ2385
 JZ2385.Superseded values are not recommended for survey control.
 JZ2385
 JZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2385.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2385
 JZ2385_MARKER: DB = BENCH MARK DISK
 JZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2385_STAMPING: S 43 1934
 JZ2385_MARK LOGO: CGS
 JZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2385+STABILITY: SURFACE MOTION
 JZ2385
 JZ2385  HISTORY     - Date     Condition        Report By
 JZ2385  HISTORY     - 1934     MONUMENTED       CGS
 JZ2385
 JZ2385                          STATION DESCRIPTION
 JZ2385
 JZ2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2385'3.1 MI S FROM KNIGHTSTOWN.
 JZ2385'IN RUSH COUNTY, 3.1 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI,
 JZ2385'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN,
 JZ2385'HENRY COUNTY, AT POLE 191/07, 4 YARDS SOUTH OF AN ABANDONED
 JZ2385'DIRT-ROAD CROSSING, 28.2 FEET EAST OF THE EAST RAIL, 3.2 FEET
 JZ2385'WEST OF A WIRE FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 JZ2385'RAIL.  A STANDARD DISK, STAMPED S 43 1934 AND SET IN THE TOP
 JZ2385'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1137 ***********************************************************************
 JZ1137  DESIGNATION -  S 44
 JZ1137  PID         -  JZ1137
 JZ1137  STATE/COUNTY-  IN/WAYNE
 JZ1137  COUNTRY     -  US
 JZ1137  USGS QUAD   -  NEW PARIS (2016)
 JZ1137
 JZ1137                         *CURRENT SURVEY CONTROL
 JZ1137  ______________________________________________________________________
 JZ1137* NAD 83(1986) POSITION- 39 50 35.     (N) 084 51 06.     (W)   SCALED
 JZ1137* NAVD 88 ORTHO HEIGHT -   305.690 (meters)     1002.92  (feet) ADJUSTED
 JZ1137  ______________________________________________________________________
 JZ1137  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 JZ1137  DYNAMIC HEIGHT  -        305.511 (meters)     1002.33  (feet) COMP
 JZ1137  MODELED GRAVITY -    980,032.8   (mgal)                       NAVD 88
 JZ1137
 JZ1137  VERT ORDER      -  SECOND    CLASS 0
 JZ1137
 JZ1137.The horizontal coordinates were scaled from a map and have
 JZ1137.an estimated accuracy of +/- 6 seconds.
 JZ1137
 JZ1137.The orthometric height was determined by differential leveling and
 JZ1137.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1137.in June 1991.
 JZ1137
 JZ1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1137.GEOID18 height accuracy estimate available here.
 JZ1137
 JZ1137.Click photographs - Photos may exist for this station.
 JZ1137
 JZ1137.The dynamic height is computed by dividing the NAVD 88
 JZ1137.geopotential number by the normal gravity value computed on the
 JZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1137.degrees latitude (g = 980.6199 gals.).
 JZ1137
 JZ1137.The modeled gravity was interpolated from observed gravity values.
 JZ1137
 JZ1137;                    North         East    Units  Estimated Accuracy
 JZ1137;SPC IN E     -   510,410.      169,750.      MT  (+/- 180 meters Scaled)
 JZ1137
 JZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK838125(NAD 83)
 JZ1137
 JZ1137                          SUPERSEDED SURVEY CONTROL
 JZ1137
 JZ1137  NGVD 29 (??/??/92)  305.837  (m)         1003.40   (f) ADJ UNCH    2 0
 JZ1137
 JZ1137.Superseded values are not recommended for survey control.
 JZ1137
 JZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1137.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1137
 JZ1137_MARKER: DB = BENCH MARK DISK
 JZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1137_STAMPING: S 44 1934
 JZ1137_MARK LOGO: CGS
 JZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1137+STABILITY: SURFACE MOTION
 JZ1137
 JZ1137  HISTORY     - Date     Condition        Report By
 JZ1137  HISTORY     - 1934     MONUMENTED       CGS
 JZ1137  HISTORY     - 1947     GOOD             CGS
 JZ1137  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 JZ1137
 JZ1137                          STATION DESCRIPTION
 JZ1137
 JZ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1137'AT RICHMOND.
 JZ1137'AT RICHMOND, WAYNE COUNTY, ON THE PENNSYLVANIA RAILROAD, IN
 JZ1137'THE SOUTHEAST ANGLE OF THE FIRST ROAD CROSSING WEST OF THE GLEN
 JZ1137'TOWER, 36.7 FEET SOUTH OF THE SOUTH RAIL, 25 FEET EAST OF THE
 JZ1137'CENTERLINE OF THE DIRT ROAD, 1.6 FEET NORTH OF A WIRE FENCE AND
 JZ1137'2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JZ1137'STAMPED   44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1137'NOTE-- THE MARK HAS BEEN COVERED AND IS NOW ABOUT 1 FOOT UNDER
 JZ1137'GROUND.  A WHITE WOODEN WITNESS POST WAS SET 2 FEET WEST OF THE
 JZ1137'MARK.
 JZ1137
 JZ1137                          STATION RECOVERY (1980)
 JZ1137
 JZ1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JZ1137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1212 ***********************************************************************
 JZ1212  DESIGNATION -  S 45
 JZ1212  PID         -  JZ1212
 JZ1212  STATE/COUNTY-  IN/UNION
 JZ1212  COUNTRY     -  US
 JZ1212  USGS QUAD   -  LIBERTY (2019)
 JZ1212
 JZ1212                         *CURRENT SURVEY CONTROL
 JZ1212  ______________________________________________________________________
 JZ1212* NAD 83(1986) POSITION- 39 38 24.     (N) 084 55 53.     (W)   SCALED
 JZ1212* NAVD 88 ORTHO HEIGHT -   298.791 (meters)      980.28  (feet) ADJUSTED
 JZ1212  ______________________________________________________________________
 JZ1212  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 JZ1212  DYNAMIC HEIGHT  -        298.617 (meters)      979.71  (feet) COMP
 JZ1212  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1212
 JZ1212  VERT ORDER      -  SECOND    CLASS 0
 JZ1212
 JZ1212.The horizontal coordinates were scaled from a map and have
 JZ1212.an estimated accuracy of +/- 6 seconds.
 JZ1212
 JZ1212.The orthometric height was determined by differential leveling and
 JZ1212.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1212.in June 1991.
 JZ1212
 JZ1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1212.GEOID18 height accuracy estimate available here.
 JZ1212
 JZ1212.Click photographs - Photos may exist for this station.
 JZ1212
 JZ1212.The dynamic height is computed by dividing the NAVD 88
 JZ1212.geopotential number by the normal gravity value computed on the
 JZ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1212.degrees latitude (g = 980.6199 gals.).
 JZ1212
 JZ1212.The modeled gravity was interpolated from observed gravity values.
 JZ1212
 JZ1212;                    North         East    Units  Estimated Accuracy
 JZ1212;SPC IN E     -   487,810.      163,120.      MT  (+/- 180 meters Scaled)
 JZ1212
 JZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ775898(NAD 83)
 JZ1212
 JZ1212                          SUPERSEDED SURVEY CONTROL
 JZ1212
 JZ1212  NGVD 29 (??/??/92)  298.944  (m)          980.79   (f) ADJ UNCH    2 0
 JZ1212
 JZ1212.Superseded values are not recommended for survey control.
 JZ1212
 JZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1212.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1212
 JZ1212_MARKER: DB = BENCH MARK DISK
 JZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1212_STAMPING: S 45 1934
 JZ1212_MARK LOGO: CGS
 JZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1212+STABILITY: SURFACE MOTION
 JZ1212
 JZ1212  HISTORY     - Date     Condition        Report By
 JZ1212  HISTORY     - 1934     MONUMENTED       CGS
 JZ1212  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1212
 JZ1212                          STATION DESCRIPTION
 JZ1212
 JZ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1212'AT LIBERTY.
 JZ1212'AT LIBERTY, UNION COUNTY, ON U.S. HIGHWAY 27, AT THE NORTH
 JZ1212'CITY LIMIT, IN THE NORTHWEST ANGLE OF A DIRT-ROAD INTERSECTION,
 JZ1212'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 JZ1212'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 45 1934 AND
 JZ1212'SET IN THE TOP OF A CONCRETE POST.
 JZ1212
 JZ1212                          STATION RECOVERY (1958)
 JZ1212
 JZ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1674 ***********************************************************************
 JZ1674  DESIGNATION -  S 46
 JZ1674  PID         -  JZ1674
 JZ1674  STATE/COUNTY-  IN/FAYETTE
 JZ1674  COUNTRY     -  US
 JZ1674  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1674
 JZ1674                         *CURRENT SURVEY CONTROL
 JZ1674  ______________________________________________________________________
 JZ1674* NAD 83(1986) POSITION- 39 39 16.     (N) 085 10 12.     (W)   SCALED
 JZ1674* NAVD 88 ORTHO HEIGHT -   278.653 (meters)      914.21  (feet) ADJUSTED
 JZ1674  ______________________________________________________________________
 JZ1674  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ1674  DYNAMIC HEIGHT  -        278.488 (meters)      913.67  (feet) COMP
 JZ1674  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1674
 JZ1674  VERT ORDER      -  SECOND    CLASS 0
 JZ1674
 JZ1674.The horizontal coordinates were scaled from a map and have
 JZ1674.an estimated accuracy of +/- 6 seconds.
 JZ1674
 JZ1674.The orthometric height was determined by differential leveling and
 JZ1674.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1674.in June 1991.
 JZ1674
 JZ1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1674.GEOID18 height accuracy estimate available here.
 JZ1674
 JZ1674.Click photographs - Photos may exist for this station.
 JZ1674
 JZ1674.The dynamic height is computed by dividing the NAVD 88
 JZ1674.geopotential number by the normal gravity value computed on the
 JZ1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1674.degrees latitude (g = 980.6199 gals.).
 JZ1674
 JZ1674.The modeled gravity was interpolated from observed gravity values.
 JZ1674
 JZ1674;                    North         East    Units  Estimated Accuracy
 JZ1674;SPC IN E     -   489,270.      142,620.      MT  (+/- 180 meters Scaled)
 JZ1674
 JZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ569910(NAD 83)
 JZ1674
 JZ1674                          SUPERSEDED SURVEY CONTROL
 JZ1674
 JZ1674  NGVD 29 (??/??/92)  278.792  (m)          914.67   (f) ADJ UNCH    2 0
 JZ1674
 JZ1674.Superseded values are not recommended for survey control.
 JZ1674
 JZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1674.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1674
 JZ1674_MARKER: DB = BENCH MARK DISK
 JZ1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1674_STAMPING: S 46 1934
 JZ1674_MARK LOGO: CGS
 JZ1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1674+STABILITY: SURFACE MOTION
 JZ1674
 JZ1674  HISTORY     - Date     Condition        Report By
 JZ1674  HISTORY     - 1934     MONUMENTED       CGS
 JZ1674  HISTORY     - 1947     GOOD             CGS
 JZ1674
 JZ1674                          STATION DESCRIPTION
 JZ1674
 JZ1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1674'1.9 MI W FROM CONNERSVILLE.
 JZ1674'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1674'THE STATION AT CONNERSVILLE, AT POLE NUMBER 69/17, 54 FEET
 JZ1674'NORTHWEST OF THE NORTHERLY OF TWO SEMAPHORE SIGNALS NUMBER
 JZ1674'E 69-21, AT THE WEST END OF A SIDEING, 49 FEET NORTH OF THE
 JZ1674'NORTH RAIL OF THE TRACK, 4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 JZ1674'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1674'4 FEET BELOW TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ1674'PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0541 ***********************************************************************
 JZ0541  DESIGNATION -  S 47
 JZ0541  PID         -  JZ0541
 JZ0541  STATE/COUNTY-  IN/DEARBORN
 JZ0541  COUNTRY     -  US
 JZ0541  USGS QUAD   -  HOOVEN (2016)
 JZ0541
 JZ0541                         *CURRENT SURVEY CONTROL
 JZ0541  ______________________________________________________________________
 JZ0541* NAD 83(1986) POSITION- 39 09 06.     (N) 084 51 49.     (W)   SCALED
 JZ0541* NAVD 88 ORTHO HEIGHT -   154.955 (meters)      508.38  (feet) ADJUSTED
 JZ0541  ______________________________________________________________________
 JZ0541  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ0541  DYNAMIC HEIGHT  -        154.859 (meters)      508.07  (feet) COMP
 JZ0541  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JZ0541
 JZ0541  VERT ORDER      -  SECOND    CLASS 0
 JZ0541
 JZ0541.The horizontal coordinates were scaled from a map and have
 JZ0541.an estimated accuracy of +/- 6 seconds.
 JZ0541
 JZ0541.The orthometric height was determined by differential leveling and
 JZ0541.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0541.in June 1991.
 JZ0541
 JZ0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0541.GEOID18 height accuracy estimate available here.
 JZ0541
 JZ0541.Click photographs - Photos may exist for this station.
 JZ0541
 JZ0541.The dynamic height is computed by dividing the NAVD 88
 JZ0541.geopotential number by the normal gravity value computed on the
 JZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0541.degrees latitude (g = 980.6199 gals.).
 JZ0541
 JZ0541.The modeled gravity was interpolated from observed gravity values.
 JZ0541
 JZ0541;                    North         East    Units  Estimated Accuracy
 JZ0541;SPC IN E     -   433,640.      169,420.      MT  (+/- 180 meters Scaled)
 JZ0541
 JZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ846357(NAD 83)
 JZ0541
 JZ0541                          SUPERSEDED SURVEY CONTROL
 JZ0541
 JZ0541  NGVD 29 (??/??/92)  155.162  (m)          509.06   (f) ADJ UNCH    2 0
 JZ0541
 JZ0541.Superseded values are not recommended for survey control.
 JZ0541
 JZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0541.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0541
 JZ0541_MARKER: DB = BENCH MARK DISK
 JZ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0541_STAMPING: S 47 1934
 JZ0541_MARK LOGO: CGS
 JZ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0541+STABILITY: SURFACE MOTION
 JZ0541
 JZ0541  HISTORY     - Date     Condition        Report By
 JZ0541  HISTORY     - 1934     MONUMENTED       CGS
 JZ0541
 JZ0541                          STATION DESCRIPTION
 JZ0541
 JZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0541'5.4 MI N FROM LAWRENCEBURG.
 JZ0541'ALONG STATE HIGHWAY 56, 100 YDS. N OF RESIDENCE OF ED AHAUS, 20.5
 JZ0541'FT E OF CENTER OF HIGHWAY, 3.7 FT N OF TELEPHONE POLE, 2.0 FT
 JZ0541'W OF FENCE LINE, LEVEL WITH HIGHWAY SURFACE, IN TOP OF CONCRETE
 JZ0541'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0542 ***********************************************************************
 JZ0542  DESIGNATION -  S 47 RESET
 JZ0542  PID         -  JZ0542
 JZ0542  STATE/COUNTY-  IN/DEARBORN
 JZ0542  COUNTRY     -  US
 JZ0542  USGS QUAD   -  HOOVEN (2016)
 JZ0542
 JZ0542                         *CURRENT SURVEY CONTROL
 JZ0542  ______________________________________________________________________
 JZ0542* NAD 83(1986) POSITION- 39 09 07.     (N) 084 51 48.     (W)   SCALED
 JZ0542* NAVD 88 ORTHO HEIGHT -   156.588 (meters)      513.74  (feet) ADJUSTED
 JZ0542  ______________________________________________________________________
 JZ0542  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 JZ0542  DYNAMIC HEIGHT  -        156.490 (meters)      513.42  (feet) COMP
 JZ0542  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JZ0542
 JZ0542  VERT ORDER      -  FIRST     CLASS II
 JZ0542
 JZ0542.The horizontal coordinates were scaled from a map and have
 JZ0542.an estimated accuracy of +/- 6 seconds.
 JZ0542
 JZ0542.The orthometric height was determined by differential leveling and
 JZ0542.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0542.in June 1991.
 JZ0542
 JZ0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0542.GEOID18 height accuracy estimate available here.
 JZ0542
 JZ0542.Click photographs - Photos may exist for this station.
 JZ0542
 JZ0542.The dynamic height is computed by dividing the NAVD 88
 JZ0542.geopotential number by the normal gravity value computed on the
 JZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0542.degrees latitude (g = 980.6199 gals.).
 JZ0542
 JZ0542.The modeled gravity was interpolated from observed gravity values.
 JZ0542
 JZ0542;                    North         East    Units  Estimated Accuracy
 JZ0542;SPC IN E     -   433,670.      169,440.      MT  (+/- 180 meters Scaled)
 JZ0542
 JZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ846358(NAD 83)
 JZ0542
 JZ0542                          SUPERSEDED SURVEY CONTROL
 JZ0542
 JZ0542  NGVD 29 (??/??/92)  156.795  (m)          514.42   (f) ADJ UNCH    1 2
 JZ0542
 JZ0542.Superseded values are not recommended for survey control.
 JZ0542
 JZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0542.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0542
 JZ0542_MARKER: DB = BENCH MARK DISK
 JZ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0542_STAMPING: S 47 RESET 1941
 JZ0542_MARK LOGO: CGS
 JZ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0542+STABILITY: SURFACE MOTION
 JZ0542
 JZ0542  HISTORY     - Date     Condition        Report By
 JZ0542  HISTORY     - 1941     MONUMENTED       INHD
 JZ0542  HISTORY     - 1947     GOOD             CGS
 JZ0542  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0542
 JZ0542                          STATION DESCRIPTION
 JZ0542
 JZ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0542'4.1 MI NW FROM LAWRENCEBURG.
 JZ0542'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE MAIN OFFICE
 JZ0542'OF THE JOSEPH SEAGRAM COMPANY AT LAWRENCEBURG, ABOUT 3.05 MILES
 JZ0542'SOUTHEAST OF THE SCHOOL AT GUILFORD, AT THE ED. AHAUS FARM, 252
 JZ0542'FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE TO THE FARM, 52
 JZ0542'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 JZ0542'NORTHWEST OF POWER POLE NO. 502/037, 9.5 FEET SOUTHEAST OF A
 JZ0542'T FENCE CORNER AND GATE POST, 1 FOOT SOUTHWEST OF THE FENCE
 JZ0542'LINE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0542'6 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ0542'PROJECTING 10 INCHES.
 JZ0542
 JZ0542                          STATION RECOVERY (1986)
 JZ0542
 JZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1206 ***********************************************************************
 JZ1206  DESIGNATION -  S 48
 JZ1206  PID         -  JZ1206
 JZ1206  STATE/COUNTY-  IN/UNION
 JZ1206  COUNTRY     -  US
 JZ1206  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1206
 JZ1206                         *CURRENT SURVEY CONTROL
 JZ1206  ______________________________________________________________________
 JZ1206* NAD 83(1986) POSITION- 39 32 54.     (N) 084 56 51.     (W)   SCALED
 JZ1206* NAVD 88 ORTHO HEIGHT -   288.981 (meters)      948.10  (feet) ADJUSTED
 JZ1206  ______________________________________________________________________
 JZ1206  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 JZ1206  DYNAMIC HEIGHT  -        288.811 (meters)      947.54  (feet) COMP
 JZ1206  MODELED GRAVITY -    980,029.4   (mgal)                       NAVD 88
 JZ1206
 JZ1206  VERT ORDER      -  SECOND    CLASS 0
 JZ1206
 JZ1206.The horizontal coordinates were scaled from a map and have
 JZ1206.an estimated accuracy of +/- 6 seconds.
 JZ1206
 JZ1206.The orthometric height was determined by differential leveling and
 JZ1206.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1206.in June 1991.
 JZ1206
 JZ1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1206.GEOID18 height accuracy estimate available here.
 JZ1206
 JZ1206.Click photographs - Photos may exist for this station.
 JZ1206
 JZ1206.The dynamic height is computed by dividing the NAVD 88
 JZ1206.geopotential number by the normal gravity value computed on the
 JZ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1206.degrees latitude (g = 980.6199 gals.).
 JZ1206
 JZ1206.The modeled gravity was interpolated from observed gravity values.
 JZ1206
 JZ1206;                    North         East    Units  Estimated Accuracy
 JZ1206;SPC IN E     -   477,620.      161,810.      MT  (+/- 180 meters Scaled)
 JZ1206
 JZ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ763796(NAD 83)
 JZ1206
 JZ1206                          SUPERSEDED SURVEY CONTROL
 JZ1206
 JZ1206  NGVD 29 (??/??/92)  289.146  (m)          948.64   (f) ADJ UNCH    2 0
 JZ1206
 JZ1206.Superseded values are not recommended for survey control.
 JZ1206
 JZ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1206.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1206
 JZ1206_MARKER: DB = BENCH MARK DISK
 JZ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1206_STAMPING: S 48 1934
 JZ1206_MARK LOGO: CGS
 JZ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1206+STABILITY: SURFACE MOTION
 JZ1206
 JZ1206  HISTORY     - Date     Condition        Report By
 JZ1206  HISTORY     - 1934     MONUMENTED       CGS
 JZ1206  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1206
 JZ1206                          STATION DESCRIPTION
 JZ1206
 JZ1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1206'6.3 MI S FROM LIBERTY.
 JZ1206'6.3 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 JZ1206'LIBERTY, UNION COUNTY, 16 YARDS NORTH OF A PRIVATE DRIVE LEADING
 JZ1206'TO THE FRED H BROOKBANK FARM, 28.6 FEET EAST OF THE EAST EDGE OF
 JZ1206'THE CONCRETE HIGHWAY, 3.4 FEET WEST OF A WIRE FENCE, AND LEVEL
 JZ1206'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED S 48 1934 AND SET
 JZ1206'IN THE TOP OF A CONCRETE POST.
 JZ1206
 JZ1206                          STATION RECOVERY (1960)
 JZ1206
 JZ1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ1206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0989 ***********************************************************************
 HZ0989  DESIGNATION -  S 49
 HZ0989  PID         -  HZ0989
 HZ0989  STATE/COUNTY-  IN/JEFFERSON
 HZ0989  COUNTRY     -  US
 HZ0989  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0989
 HZ0989                         *CURRENT SURVEY CONTROL
 HZ0989  ______________________________________________________________________
 HZ0989* NAD 83(1986) POSITION- 38 46 12.     (N) 085 24 22.     (W)   SCALED
 HZ0989* NAVD 88 ORTHO HEIGHT -   264.599 (meters)      868.11  (feet) ADJUSTED
 HZ0989  ______________________________________________________________________
 HZ0989  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 HZ0989  DYNAMIC HEIGHT  -        264.424 (meters)      867.53  (feet) COMP
 HZ0989  MODELED GRAVITY -    979,960.0   (mgal)                       NAVD 88
 HZ0989
 HZ0989  VERT ORDER      -  FIRST     CLASS II
 HZ0989
 HZ0989.The horizontal coordinates were scaled from a map and have
 HZ0989.an estimated accuracy of +/- 6 seconds.
 HZ0989
 HZ0989.The orthometric height was determined by differential leveling and
 HZ0989.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0989.in June 1991.
 HZ0989
 HZ0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0989.GEOID18 height accuracy estimate available here.
 HZ0989
 HZ0989.Click photographs - Photos may exist for this station.
 HZ0989
 HZ0989.The dynamic height is computed by dividing the NAVD 88
 HZ0989.geopotential number by the normal gravity value computed on the
 HZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0989.degrees latitude (g = 980.6199 gals.).
 HZ0989
 HZ0989.The modeled gravity was interpolated from observed gravity values.
 HZ0989
 HZ0989;                    North         East    Units  Estimated Accuracy
 HZ0989;SPC IN E     -   391,000.      122,640.      MT  (+/- 180 meters Scaled)
 HZ0989
 HZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH384924(NAD 83)
 HZ0989
 HZ0989                          SUPERSEDED SURVEY CONTROL
 HZ0989
 HZ0989  NGVD 29 (??/??/92)  264.763  (m)          868.64   (f) ADJ UNCH    1 2
 HZ0989
 HZ0989.Superseded values are not recommended for survey control.
 HZ0989
 HZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0989.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0989
 HZ0989_MARKER: DB = BENCH MARK DISK
 HZ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0989_STAMPING: S 49 1965
 HZ0989_MARK LOGO: CGS
 HZ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0989+STABILITY: SURFACE MOTION
 HZ0989
 HZ0989  HISTORY     - Date     Condition        Report By
 HZ0989  HISTORY     - 1965     MONUMENTED       CGS
 HZ0989  HISTORY     - 1965     GOOD             CGS
 HZ0989
 HZ0989                          STATION DESCRIPTION
 HZ0989
 HZ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0989'0.7 MI NW FROM NORTH MADISON.
 HZ0989'0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ0989'CROSSING OF THE RAILROAD AND STATE HIGHWAY 7 AT NORTH MADISON,
 HZ0989'29 FEET SOUTHWEST OF THE CROSSING OF THE RAILROAD AND WILSON
 HZ0989'AVENUE, 100 YARDS WEST OF A LARGE WATER TANK, 27 FEET SOUTHWEST
 HZ0989'OF THE SOUTHWEST RAIL, 22 FEET WEST OF THE CENTER LINE OF WILSON
 HZ0989'AVENUE, 11 FEET NORTHWEST OF A METAL POST IN A FENCE CORNER, 3
 HZ0989'FEET NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 HZ0989'POST ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HZ0989'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1648 ***********************************************************************
 LA1648  DESIGNATION -  S 5
 LA1648  PID         -  LA1648
 LA1648  STATE/COUNTY-  IN/WABASH
 LA1648  COUNTRY     -  US
 LA1648  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1648
 LA1648                         *CURRENT SURVEY CONTROL
 LA1648  ______________________________________________________________________
 LA1648* NAD 83(1986) POSITION- 40 55 47.     (N) 085 47 27.     (W)   SCALED
 LA1648* NAVD 88 ORTHO HEIGHT -   239.259 (meters)      784.97  (feet) ADJUSTED
 LA1648  ______________________________________________________________________
 LA1648  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 LA1648  DYNAMIC HEIGHT  -        239.149 (meters)      784.61  (feet) COMP
 LA1648  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 LA1648
 LA1648  VERT ORDER      -  FIRST     CLASS II
 LA1648
 LA1648.The horizontal coordinates were scaled from a map and have
 LA1648.an estimated accuracy of +/- 6 seconds.
 LA1648
 LA1648.The orthometric height was determined by differential leveling and
 LA1648.adjusted by the NATIONAL GEODETIC SURVEY
 LA1648.in June 1991.
 LA1648
 LA1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1648.GEOID18 height accuracy estimate available here.
 LA1648
 LA1648.Click photographs - Photos may exist for this station.
 LA1648
 LA1648.The dynamic height is computed by dividing the NAVD 88
 LA1648.geopotential number by the normal gravity value computed on the
 LA1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1648.degrees latitude (g = 980.6199 gals.).
 LA1648
 LA1648.The modeled gravity was interpolated from observed gravity values.
 LA1648
 LA1648;                    North         East    Units  Estimated Accuracy
 LA1648;SPC IN E     -   630,760.       89,540.      MT  (+/- 180 meters Scaled)
 LA1648
 LA1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018316(NAD 83)
 LA1648
 LA1648                          SUPERSEDED SURVEY CONTROL
 LA1648
 LA1648  NGVD 29 (??/??/92)  239.383  (m)          785.38   (f) ADJ UNCH    1 2
 LA1648
 LA1648.Superseded values are not recommended for survey control.
 LA1648
 LA1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1648.See file dsdata.pdf to determine how the superseded data were derived.
 LA1648
 LA1648_MARKER: Q = CHISELED SQUARE
 LA1648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1648_SP_SET: CULVERT HEADWALL
 LA1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1648+STABILITY: SURFACE MOTION
 LA1648
 LA1648  HISTORY     - Date     Condition        Report By
 LA1648  HISTORY     - 1916     MONUMENTED       CGS
 LA1648  HISTORY     - 1946     GOOD             CGS
 LA1648
 LA1648                          STATION DESCRIPTION
 LA1648
 LA1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1648'2.2 MI N FROM URBANA.
 LA1648'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1648'FROM THE STATION AT URBANA, ABOUT 0.15 MILE NORTH OF A GRAVEL
 LA1648'ROAD CROSSING, 4 1/2 RAILS NORTH OF MILEPOST 104, AT CULVERT
 LA1648'229, IN THE TOP OF THE WEST CONCRETE HEADWALL, 6.3 FEET NORTH
 LA1648'OF THE SOUTH END OF THE HEADWALL, 7.1 FEET WEST OF THE WEST
 LA1648'RAIL, 1 FOOT EAST OF THE WEST EDGE OF THE HEADWALL, 0.5 FOOT
 LA1648'BELOW TRACK LEVEL.  AN OUTLINED SQUARE.  NOTE-- THE MARK IS MORE
 LA1648'CLEARLY DEFINED AS AN OUTLINED SQUARE RATHER THAN A CHISELED
 LA1648'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1618 ***********************************************************************
 LB1618  DESIGNATION -  S 50
 LB1618  PID         -  LB1618
 LB1618  STATE/COUNTY-  IN/VERMILLION
 LB1618  COUNTRY     -  US
 LB1618  USGS QUAD   -  PERRYSVILLE (2019)
 LB1618
 LB1618                         *CURRENT SURVEY CONTROL
 LB1618  ______________________________________________________________________
 LB1618* NAD 83(1986) POSITION- 40 03 35.     (N) 087 28 05.     (W)   SCALED
 LB1618* NAVD 88 ORTHO HEIGHT -   184.691 (meters)      605.94  (feet) ADJUSTED
 LB1618  ______________________________________________________________________
 LB1618  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 LB1618  DYNAMIC HEIGHT  -        184.597 (meters)      605.63  (feet) COMP
 LB1618  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 LB1618
 LB1618  VERT ORDER      -  SECOND    CLASS 0
 LB1618
 LB1618.The horizontal coordinates were scaled from a map and have
 LB1618.an estimated accuracy of +/- 6 seconds.
 LB1618
 LB1618.The orthometric height was determined by differential leveling and
 LB1618.adjusted by the NATIONAL GEODETIC SURVEY
 LB1618.in June 1991.
 LB1618
 LB1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1618.GEOID18 height accuracy estimate available here.
 LB1618
 LB1618.Click photographs - Photos may exist for this station.
 LB1618
 LB1618.The dynamic height is computed by dividing the NAVD 88
 LB1618.geopotential number by the normal gravity value computed on the
 LB1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1618.degrees latitude (g = 980.6199 gals.).
 LB1618
 LB1618.The modeled gravity was interpolated from observed gravity values.
 LB1618
 LB1618;                    North         East    Units  Estimated Accuracy
 LB1618;SPC IN W     -   534,220.      867,180.      MT  (+/- 180 meters Scaled)
 LB1618
 LB1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600344(NAD 83)
 LB1618
 LB1618                          SUPERSEDED SURVEY CONTROL
 LB1618
 LB1618  NGVD 29 (??/??/92)  184.743  (m)          606.11   (f) ADJ UNCH    2 0
 LB1618
 LB1618.Superseded values are not recommended for survey control.
 LB1618
 LB1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1618.See file dsdata.pdf to determine how the superseded data were derived.
 LB1618
 LB1618_MARKER: DB = BENCH MARK DISK
 LB1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1618_STAMPING: S 50 1934
 LB1618_MARK LOGO: CGS
 LB1618_PROJECTION: FLUSH
 LB1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1618+STABILITY: SURFACE MOTION
 LB1618
 LB1618  HISTORY     - Date     Condition        Report By
 LB1618  HISTORY     - 1934     MONUMENTED       CGS
 LB1618  HISTORY     - 1946     GOOD             CGS
 LB1618  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1618
 LB1618                          STATION DESCRIPTION
 LB1618
 LB1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1618'1.1 MI NW FROM PERRYSVILLE.
 LB1618'1.1 MILES NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 LB1618'FROM THE STATION AT PERRYSVILLE, AT A DIRT ROAD CROSSING, 22 FEET
 LB1618'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTH BOUND TRACK, 12 FEET
 LB1618'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET WEST OF POLE
 LB1618'133/8, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND LEVEL WITH
 LB1618'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 50 1934
 LB1618'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB1618
 LB1618                          STATION RECOVERY (1986)
 LB1618
 LB1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0612 ***********************************************************************
 KA0612  DESIGNATION -  S 51
 KA0612  PID         -  KA0612
 KA0612  STATE/COUNTY-  IN/PUTNAM
 KA0612  COUNTRY     -  US
 KA0612  USGS QUAD   -  CLOVERDALE (2019)
 KA0612
 KA0612                         *CURRENT SURVEY CONTROL
 KA0612  ______________________________________________________________________
 KA0612* NAD 83(1986) POSITION- 39 30 43.42   (N) 086 47 44.78   (W)   HD_HELD1
 KA0612* NAVD 88 ORTHO HEIGHT -   237.313 (meters)      778.58  (feet) ADJUSTED
 KA0612  ______________________________________________________________________
 KA0612  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 KA0612  DYNAMIC HEIGHT  -        237.177 (meters)      778.14  (feet) COMP
 KA0612  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA0612
 KA0612  VERT ORDER      -  SECOND    CLASS 0
 KA0612
 KA0612.The horizontal coordinates were determined by differentially corrected
 KA0612.hand held GPS observations or other comparable positioning techniques
 KA0612.and have an estimated accuracy of +/- 3 meters.
 KA0612
 KA0612.The orthometric height was determined by differential leveling and
 KA0612.adjusted by the NATIONAL GEODETIC SURVEY
 KA0612.in June 1991.
 KA0612
 KA0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0612.GEOID18 height accuracy estimate available here.
 KA0612
 KA0612.Click photographs - Photos may exist for this station.
 KA0612
 KA0612.The dynamic height is computed by dividing the NAVD 88
 KA0612.geopotential number by the normal gravity value computed on the
 KA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0612.degrees latitude (g = 980.6199 gals.).
 KA0612
 KA0612.The modeled gravity was interpolated from observed gravity values.
 KA0612
 KA0612;                    North         East    Units  Estimated Accuracy
 KA0612;SPC IN W     -   473,383.1     924,729.0     MT  (+/- 3 meters HH1 GPS) 
 KA0612
 KA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1755673622(NAD 83)
 KA0612
 KA0612                          SUPERSEDED SURVEY CONTROL
 KA0612
 KA0612  NGVD 29 (??/??/92)  237.426  (m)          778.96   (f) ADJ UNCH    2 0
 KA0612
 KA0612.Superseded values are not recommended for survey control.
 KA0612
 KA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0612.See file dsdata.pdf to determine how the superseded data were derived.
 KA0612
 KA0612_MARKER: DB = BENCH MARK DISK
 KA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0612_STAMPING: S 51 1934
 KA0612_MARK LOGO: CGS
 KA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0612+STABILITY: SURFACE MOTION
 KA0612
 KA0612  HISTORY     - Date     Condition        Report By
 KA0612  HISTORY     - 1934     MONUMENTED       CGS
 KA0612  HISTORY     - 1946     GOOD             CGS
 KA0612
 KA0612                          STATION DESCRIPTION
 KA0612
 KA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0612'AT CLOVERDALE.
 KA0612'AT CLOVERDALE, PUTNAM COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 KA0612'LOUISVILLE RAILWAY, 7-1/2 RAILS NORTHWEST OF THE NORTHWEST END OF
 KA0612'THE STATION, 2-1/2 RAILS NORTHWEST OF THE CENTER OF THE SECOND
 KA0612'ROAD CROSSING NORTHWEST OF THE STATION, 9 FEET NORTHEAST OF THE
 KA0612'NORTHEAST RAIL OF THE TRACK, 7.5 FEET WEST OF THE WEST EDGE OF
 KA0612'THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE STREET, 6 FEET
 KA0612'NORTHWEST OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD
 KA0612'DISK, STAMPED S 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0612'PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8504 ***********************************************************************
 AE8504  CBN         -  This is a Cooperative Base Network Control Station.
 AE8504  DESIGNATION -  S 51
 AE8504  PID         -  AE8504
 AE8504  STATE/COUNTY-  IN/HARRISON
 AE8504  COUNTRY     -  US
 AE8504  USGS QUAD   -  CORYDON WEST (2019)
 AE8504
 AE8504                         *CURRENT SURVEY CONTROL
 AE8504  ______________________________________________________________________
 AE8504* NAD 83(2011) POSITION- 38 12 30.00399(N) 086 07 35.43236(W)   ADJUSTED
 AE8504* NAD 83(2011) ELLIP HT-   133.974 (meters)        (06/27/12)   ADJUSTED
 AE8504* NAD 83(2011) EPOCH   -  2010.00
 AE8504* NAVD 88 ORTHO HEIGHT -   167.2   (meters)      549.    (feet) GPS OBS
 AE8504  ______________________________________________________________________
 AE8504  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8504  GEOID HEIGHT    -        -33.131 (meters)                     GEOID96
 AE8504  GEOID HEIGHT    -        -33.197 (meters)                     GEOID18
 AE8504  NAD 83(2011) X  -    339,002.259 (meters)                     COMP
 AE8504  NAD 83(2011) Y  - -5,006,800.927 (meters)                     COMP
 AE8504  NAD 83(2011) Z  -  3,923,723.501 (meters)                     COMP
 AE8504  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 AE8504
 AE8504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8504  Standards:
 AE8504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8504  -------------------------------------------------------------------
 AE8504  NETWORK    0.81   1.88           0.38   0.26   0.96     -0.07512924
 AE8504  -------------------------------------------------------------------
 AE8504  Click here for local accuracies and other accuracy information.
 AE8504
 AE8504.The horizontal coordinates were established by GPS observations
 AE8504.and adjusted by the National Geodetic Survey in June 2012.
 AE8504
 AE8504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8504.been affixed to the stable North American tectonic plate. See 
 AE8504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8504
 AE8504.The horizontal coordinates are valid at the epoch date displayed above
 AE8504.which is a decimal equivalence of Year/Month/Day.
 AE8504
 AE8504.The orthometric height was determined by GPS observations and a
 AE8504.high-resolution geoid model.
 AE8504
 AE8504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8504.GEOID18 height accuracy estimate available here.
 AE8504
 AE8504.Click photographs - Photos may exist for this station.
 AE8504
 AE8504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8504
 AE8504.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8504
 AE8504.The ellipsoidal height was determined by GPS observations
 AE8504.and is referenced to NAD 83.
 AE8504
 AE8504. The following values were computed from the NAD 83(2011) position.
 AE8504
 AE8504;                    North         East     Units Scale Factor Converg.
 AE8504;SPC IN E     -   328,718.018    59,726.686   MT  0.99998663   -0 17 03.9
 AE8504;SPC IN E     - 1,078,469.03    195,953.30   sFT  0.99998663   -0 17 03.9
 AE8504;UTM  16      - 4,229,291.141   576,473.415   MT  0.99967202   +0 32 25.1
 AE8504
 AE8504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8504!SPC IN E     -   0.99997898  x   0.99998663  =   0.99996561
 AE8504!UTM  16      -   0.99997898  x   0.99967202  =   0.99965101
 AE8504
 AE8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7647329291(NAD 83)
 AE8504
 AE8504                          SUPERSEDED SURVEY CONTROL
 AE8504
 AE8504  NAD 83(2007)-  38 12 30.00409(N)    086 07 35.43320(W) AD(2002.00) 0
 AE8504  ELLIP H (02/10/07)  134.001  (m)                       GP(2002.00)    
 AE8504  NAD 83(1997)-  38 12 30.00421(N)    086 07 35.43341(W) AD(       ) B
 AE8504  ELLIP H (04/10/98)  134.013  (m)                       GP(       ) 4 1
 AE8504
 AE8504.Superseded values are not recommended for survey control.
 AE8504
 AE8504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8504.See file dsdata.pdf to determine how the superseded data were derived.
 AE8504
 AE8504_MARKER: DB = BENCH MARK DISK
 AE8504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8504_SP_SET: BRIDGE ABUTMENT
 AE8504_STAMPING: S-51 31
 AE8504_MARK LOGO: INHD
 AE8504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8504+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 AE8504
 AE8504  HISTORY     - Date     Condition        Report By
 AE8504  HISTORY     - UNK      MONUMENTED       INHD
 AE8504  HISTORY     - 19970825 GOOD             SEC
 AE8504  HISTORY     - 20080226 GOOD             JCLS
 AE8504  HISTORY     - 20100423 GOOD             GEOCAC
 AE8504
 AE8504                          STATION DESCRIPTION
 AE8504
 AE8504'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8504'THE STATION IS 6 MILES (9.7 KM) EAST OF WHITE CLOUD, 2 MILES (3.2 KM)
 AE8504'SOUTH OF INTERSTATE HIGHWAY 64 AND IN THE CITY OF CORYDON.  TO REACH
 AE8504'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 337 (CAPITOL
 AE8504'AVENUE) AND STATE HIGHWAY 62 (CHESTNUT STREET), GO SOUTH ON STATE
 AE8504'HIGHWAY 337 FOR 0.1 MILES (0.2 KM) TO THE BRIDGE OVER LITTLE INDIAN
 AE8504'CREEK.  THE STATION IS ON THE SOUTHWEST CORNER OF THE BRIDGE.  IT IS
 AE8504'IN THE RIGHT OF WAY OF STATE HIGHWAY 337.  OWNERSHIP--INDIANA
 AE8504'DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVENUE, ROOM 1101, STATE
 AE8504'OFFICE BUILDING, INDIANAPOLIS IN 46204, HENRY ALDRIDGE, 317-382-6764.
 AE8504'THE STATION IS SET IN THE CONCRETE ABUTMENT ON THE SOUTHEAST CORNER OF
 AE8504'BRIDGE OVER LITTLE INDIAN CREEK.  IT IS 7.1 METERS (23.3 FT) WEST OF
 AE8504'THE CENTERLINE OF STATE HIGHWAY 337, 9.3 METERS (30.5 FT) NORTH OF
 AE8504'MANHOLE AND ABOUT 0.15 METERS (0.49 FT) ABOVE LEVEL OF ROAD.
 AE8504
 AE8504                          STATION RECOVERY (2008)
 AE8504
 AE8504'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AE8504'RECOVERED IN GOOD CONDITION.
 AE8504
 AE8504                          STATION RECOVERY (2010)
 AE8504
 AE8504'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 AE8504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0815 ***********************************************************************
 JA0815  DESIGNATION -  S 52
 JA0815  PID         -  JA0815
 JA0815  STATE/COUNTY-  IN/LAWRENCE
 JA0815  COUNTRY     -  US
 JA0815  USGS QUAD   -  OOLITIC (2019)
 JA0815
 JA0815                         *CURRENT SURVEY CONTROL
 JA0815  ______________________________________________________________________
 JA0815* NAD 83(1986) POSITION- 38 56 51.     (N) 086 30 40.     (W)   SCALED
 JA0815* NAVD 88 ORTHO HEIGHT -   155.814 (meters)      511.20  (feet) ADJUSTED
 JA0815  ______________________________________________________________________
 JA0815  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 JA0815  DYNAMIC HEIGHT  -        155.718 (meters)      510.88  (feet) COMP
 JA0815  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JA0815
 JA0815  VERT ORDER      -  SECOND    CLASS 0
 JA0815
 JA0815.The horizontal coordinates were scaled from a map and have
 JA0815.an estimated accuracy of +/- 6 seconds.
 JA0815
 JA0815.The orthometric height was determined by differential leveling and
 JA0815.adjusted by the NATIONAL GEODETIC SURVEY
 JA0815.in June 1991.
 JA0815
 JA0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0815.GEOID18 height accuracy estimate available here.
 JA0815
 JA0815.Click photographs - Photos may exist for this station.
 JA0815
 JA0815.The dynamic height is computed by dividing the NAVD 88
 JA0815.geopotential number by the normal gravity value computed on the
 JA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0815.degrees latitude (g = 980.6199 gals.).
 JA0815
 JA0815.The modeled gravity was interpolated from observed gravity values.
 JA0815
 JA0815;                    North         East    Units  Estimated Accuracy
 JA0815;SPC IN W     -   410,820.      949,610.      MT  (+/- 180 meters Scaled)
 JA0815
 JA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ423110(NAD 83)
 JA0815
 JA0815                          SUPERSEDED SURVEY CONTROL
 JA0815
 JA0815  NGVD 29 (??/??/92)  155.940  (m)          511.61   (f) ADJ UNCH    2 0
 JA0815
 JA0815.Superseded values are not recommended for survey control.
 JA0815
 JA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0815.See file dsdata.pdf to determine how the superseded data were derived.
 JA0815
 JA0815_MARKER: DB = BENCH MARK DISK
 JA0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0815_STAMPING: S 52 1934
 JA0815_MARK LOGO: CGS
 JA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0815+STABILITY: SURFACE MOTION
 JA0815
 JA0815  HISTORY     - Date     Condition        Report By
 JA0815  HISTORY     - 1934     MONUMENTED       CGS
 JA0815
 JA0815                          STATION DESCRIPTION
 JA0815
 JA0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0815'2.8 MI S FROM GUTHRIE.
 JA0815'2.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0815'RAILWAY FROM THE STATION AT GUTHRIE, LAWRENCE COUNTY, 15-1/2 RAILS
 JA0815'SOUTHWEST OF MILEPOST 238, 35 YARDS EAST OF THE C.E. INMAN HOUSE,
 JA0815'21 FEET NORTH OF CULVERT 238+1, IN THE NORTH ANGLE OF A GRAVEL-ROAD
 JA0815'CROSSING, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 18
 JA0815'FEET NORTHWEST OF THE NORTHWEST RAIL, AND 18 FEET SOUTHEAST OF
 JA0815'A YELLOW BUILDING.  A STANDARD DISK, STAMPED S 52 1934 AND SET
 JA0815'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2126 ***********************************************************************
 JZ2126  DESIGNATION -  S 53
 JZ2126  PID         -  JZ2126
 JZ2126  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2126  COUNTRY     -  US
 JZ2126  USGS QUAD   -  COLUMBUS (2019)
 JZ2126
 JZ2126                         *CURRENT SURVEY CONTROL
 JZ2126  ______________________________________________________________________
 JZ2126* NAD 83(1986) POSITION- 39 11 59.     (N) 085 57 31.     (W)   SCALED
 JZ2126* NAVD 88 ORTHO HEIGHT -   188.684 (meters)      619.04  (feet) ADJUSTED
 JZ2126  ______________________________________________________________________
 JZ2126  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 JZ2126  DYNAMIC HEIGHT  -        188.568 (meters)      618.66  (feet) COMP
 JZ2126  MODELED GRAVITY -    980,011.7   (mgal)                       NAVD 88
 JZ2126
 JZ2126  VERT ORDER      -  SECOND    CLASS 0
 JZ2126
 JZ2126.The horizontal coordinates were scaled from a map and have
 JZ2126.an estimated accuracy of +/- 6 seconds.
 JZ2126
 JZ2126.The orthometric height was determined by differential leveling and
 JZ2126.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2126.in June 1991.
 JZ2126
 JZ2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2126.GEOID18 height accuracy estimate available here.
 JZ2126
 JZ2126.Click photographs - Photos may exist for this station.
 JZ2126
 JZ2126.The dynamic height is computed by dividing the NAVD 88
 JZ2126.geopotential number by the normal gravity value computed on the
 JZ2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2126.degrees latitude (g = 980.6199 gals.).
 JZ2126
 JZ2126.The modeled gravity was interpolated from observed gravity values.
 JZ2126
 JZ2126;                    North         East    Units  Estimated Accuracy
 JZ2126;SPC IN E     -   438,710.       74,780.      MT  (+/- 180 meters Scaled)
 JZ2126
 JZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ899394(NAD 83)
 JZ2126
 JZ2126                          SUPERSEDED SURVEY CONTROL
 JZ2126
 JZ2126  NGVD 29 (??/??/92)  188.80   (m)          619.4    (f) COMPUTED    2 0
 JZ2126
 JZ2126.Superseded values are not recommended for survey control.
 JZ2126
 JZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2126.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2126
 JZ2126_MARKER: DB = BENCH MARK DISK
 JZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2126_STAMPING: S 53 1935
 JZ2126_MARK LOGO: CGS
 JZ2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2126+STABILITY: SURFACE MOTION
 JZ2126
 JZ2126  HISTORY     - Date     Condition        Report By
 JZ2126  HISTORY     - 1935     MONUMENTED       CGS
 JZ2126
 JZ2126                          STATION DESCRIPTION
 JZ2126
 JZ2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ2126'1.6 MI W FROM COLUMBUS.
 JZ2126'ALONG INDIANA STATE HIGHWAY 46, 0.2 MILE EAST OF THE JUNCTION
 JZ2126'OF THE HIGHWAY AND THE ROAD LEADING TO THE PARK VIEW STABLES, 8
 JZ2126'YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 YARDS
 JZ2126'NORTH OF THREE LONE LOCUST TREES, 1 YARD EAST OF A CORNER IN LONG
 JZ2126'FENCE LINE, AT THE NORTHWEST CORNER OF A LARGE FIELD, A CONCRETE
 JZ2126'POST, 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2127 ***********************************************************************
 JZ2127  DESIGNATION -  S 53 RESET
 JZ2127  PID         -  JZ2127
 JZ2127  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2127  COUNTRY     -  US
 JZ2127  USGS QUAD   -  COLUMBUS (2019)
 JZ2127
 JZ2127                         *CURRENT SURVEY CONTROL
 JZ2127  ______________________________________________________________________
 JZ2127* NAD 83(1986) POSITION- 39 11 59.     (N) 085 57 31.     (W)   SCALED
 JZ2127* NAVD 88 ORTHO HEIGHT -   188.87  (meters)      619.7   (feet) RESET
 JZ2127  ______________________________________________________________________
 JZ2127  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 JZ2127  VERT ORDER      -  THIRD
 JZ2127
 JZ2127.The horizontal coordinates were scaled from a map and have
 JZ2127.an estimated accuracy of +/- 6 seconds.
 JZ2127
 JZ2127.The orthometric height was computed from unverified reset data.
 JZ2127
 JZ2127.No vertical observational check was made to the station.
 JZ2127
 JZ2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2127.GEOID18 height accuracy estimate available here.
 JZ2127
 JZ2127.Click photographs - Photos may exist for this station.
 JZ2127
 JZ2127;                    North         East    Units  Estimated Accuracy
 JZ2127;SPC IN E     -   438,710.       74,780.      MT  (+/- 180 meters Scaled)
 JZ2127
 JZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ899394(NAD 83)
 JZ2127
 JZ2127                          SUPERSEDED SURVEY CONTROL
 JZ2127
 JZ2127  NGVD 29 (??/??/??)  188.99   (m)          620.0    (f) RESET       3  
 JZ2127
 JZ2127.Superseded values are not recommended for survey control.
 JZ2127
 JZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2127.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2127
 JZ2127_MARKER: DB = BENCH MARK DISK
 JZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2127_STAMPING: S 53 RESET 1951
 JZ2127_MARK LOGO: CGS
 JZ2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2127+STABILITY: SURFACE MOTION
 JZ2127
 JZ2127  HISTORY     - Date     Condition        Report By
 JZ2127  HISTORY     - 1951     MONUMENTED       CGS
 JZ2127  HISTORY     - 1962     GOOD             CGS
 JZ2127
 JZ2127                          STATION DESCRIPTION
 JZ2127
 JZ2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JZ2127'AT COLUMBUS.
 JZ2127'A STANDARD BM DISK STAMPED S 53 RESET - NEAREST TOWN COLUMBUS,
 JZ2127'IND., BARTHOLOMEW COUNTY ALONG INDIANA STATE ROAD 46, 1.7 MILES
 JZ2127'WEST FROM THE INTERSECTION OF IND. STATE ROAD 31 - ALTERNATE AT
 JZ2127'HIGHWAY STATION 853+56 AT THE INTERSTATE 65 - COLUMBUS INTERCHANGE,
 JZ2127'54 FEET EAST OF THE EAST EDGE OF THE SOUTHWEST RAMP, ALSO 219
 JZ2127'FEET WEST OF THE WEST PIER AT OVERHEAD BRIDGE AND 32.8 FEET SOUTH
 JZ2127'OF THE CENTER OF THE EASTBOUND LANE S.R. 46, GUARDED BY 2 - 6 IN
 JZ2127'X 6 IN GUARD POSTS EXTENDING 2 FT.-6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1336 ***********************************************************************
 KA1336  DESIGNATION -  S 54
 KA1336  PID         -  KA1336
 KA1336  STATE/COUNTY-  IN/SULLIVAN
 KA1336  COUNTRY     -  US
 KA1336  USGS QUAD   -  MEROM (2019)
 KA1336
 KA1336                         *CURRENT SURVEY CONTROL
 KA1336  ______________________________________________________________________
 KA1336* NAD 83(1986) POSITION- 39 01 50.     (N) 087 32 20.     (W)   SCALED
 KA1336* NAVD 88 ORTHO HEIGHT -   133.630 (meters)      438.42  (feet) ADJUSTED
 KA1336  ______________________________________________________________________
 KA1336  GEOID HEIGHT    -        -32.057 (meters)                     GEOID18
 KA1336  DYNAMIC HEIGHT  -        133.551 (meters)      438.16  (feet) COMP
 KA1336  MODELED GRAVITY -    980,033.0   (mgal)                       NAVD 88
 KA1336
 KA1336  VERT ORDER      -  SECOND    CLASS 0
 KA1336
 KA1336.The horizontal coordinates were scaled from a map and have
 KA1336.an estimated accuracy of +/- 6 seconds.
 KA1336
 KA1336.The orthometric height was determined by differential leveling and
 KA1336.adjusted by the NATIONAL GEODETIC SURVEY
 KA1336.in June 1991.
 KA1336
 KA1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1336.GEOID18 height accuracy estimate available here.
 KA1336
 KA1336.Click photographs - Photos may exist for this station.
 KA1336
 KA1336.The dynamic height is computed by dividing the NAVD 88
 KA1336.geopotential number by the normal gravity value computed on the
 KA1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1336.degrees latitude (g = 980.6199 gals.).
 KA1336
 KA1336.The modeled gravity was interpolated from observed gravity values.
 KA1336
 KA1336;                    North         East    Units  Estimated Accuracy
 KA1336;SPC IN W     -   419,990.      860,560.      MT  (+/- 180 meters Scaled)
 KA1336
 KA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ533203(NAD 83)
 KA1336
 KA1336                          SUPERSEDED SURVEY CONTROL
 KA1336
 KA1336  NGVD 29 (??/??/92)  133.782  (m)          438.92   (f) ADJ UNCH    2 0
 KA1336
 KA1336.Superseded values are not recommended for survey control.
 KA1336
 KA1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1336.See file dsdata.pdf to determine how the superseded data were derived.
 KA1336
 KA1336_MARKER: DB = BENCH MARK DISK
 KA1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1336_STAMPING: S 54 1934
 KA1336_MARK LOGO: CGS
 KA1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1336+STABILITY: SURFACE MOTION
 KA1336
 KA1336  HISTORY     - Date     Condition        Report By
 KA1336  HISTORY     - 1934     MONUMENTED       CGS
 KA1336  HISTORY     - 1965     MARK NOT FOUND   USGS
 KA1336
 KA1336                          STATION DESCRIPTION
 KA1336
 KA1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1336'AT MEROM.
 KA1336'AT MEROM, SULLIVAN COUNTY, 5-1/2 YARDS EAST OF THE ILLINOIS
 KA1336'CENTRAL RAILROAD STATION, 10-1/2 RAILS EAST OF A GRAVEL-ROAD
 KA1336'CROSSING WEST OF THE STATION, 15 YARDS NORTH OF A GRAIN
 KA1336'ELEVATOR, AT THE WEST CORNER FORMED BY THE JUNCTION OF A SIDING,
 KA1336'4 YARDS NORTH OF THE NORTH RAIL OF THE SIDING, AND LEVEL WITH THE
 KA1336'GROUND.  A STANDARD DISK, STAMPED S 54 1934 AND SET IN THE TOP
 KA1336'OF A CONCRETE POST.  NOTE-- STATION AND SIDING HAVE BEEN
 KA1336'REMOVED.
 KA1336
 KA1336                          STATION RECOVERY (1965)
 KA1336
 KA1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KA1336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0420 ***********************************************************************
 JA0420  DESIGNATION -  S 55
 JA0420  PID         -  JA0420
 JA0420  STATE/COUNTY-  IN/CRAWFORD
 JA0420  COUNTRY     -  US
 JA0420  USGS QUAD   -  BEECHWOOD (2019)
 JA0420
 JA0420                         *CURRENT SURVEY CONTROL
 JA0420  ______________________________________________________________________
 JA0420* NAD 83(1986) POSITION- 38 12 51.     (N) 086 26 36.     (W)   SCALED
 JA0420* NAVD 88 ORTHO HEIGHT -   136.399 (meters)      447.50  (feet) ADJUSTED
 JA0420  ______________________________________________________________________
 JA0420  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 JA0420  DYNAMIC HEIGHT  -        136.303 (meters)      447.19  (feet) COMP
 JA0420  MODELED GRAVITY -    979,922.8   (mgal)                       NAVD 88
 JA0420
 JA0420  VERT ORDER      -  SECOND    CLASS 0
 JA0420
 JA0420.The horizontal coordinates were scaled from a map and have
 JA0420.an estimated accuracy of +/- 6 seconds.
 JA0420
 JA0420.The orthometric height was determined by differential leveling and
 JA0420.adjusted by the NATIONAL GEODETIC SURVEY
 JA0420.in June 1991.
 JA0420
 JA0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0420.GEOID18 height accuracy estimate available here.
 JA0420
 JA0420.Click photographs - Photos may exist for this station.
 JA0420
 JA0420.The dynamic height is computed by dividing the NAVD 88
 JA0420.geopotential number by the normal gravity value computed on the
 JA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0420.degrees latitude (g = 980.6199 gals.).
 JA0420
 JA0420.The modeled gravity was interpolated from observed gravity values.
 JA0420
 JA0420;                    North         East    Units  Estimated Accuracy
 JA0420;SPC IN W     -   329,460.      956,050.      MT  (+/- 180 meters Scaled)
 JA0420
 JA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH487297(NAD 83)
 JA0420
 JA0420                          SUPERSEDED SURVEY CONTROL
 JA0420
 JA0420  NGVD 29 (??/??/92)  136.54   (m)          448.0    (f) COMPUTED    2 0
 JA0420
 JA0420.Superseded values are not recommended for survey control.
 JA0420
 JA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0420.See file dsdata.pdf to determine how the superseded data were derived.
 JA0420
 JA0420_MARKER: DB = BENCH MARK DISK
 JA0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0420_SP_SET: BRIDGE
 JA0420_STAMPING: S 55 1934
 JA0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0420
 JA0420  HISTORY     - Date     Condition        Report By
 JA0420  HISTORY     - 1934     MONUMENTED       CGS
 JA0420  HISTORY     - 1935     GOOD             CGS
 JA0420
 JA0420                          STATION DESCRIPTION
 JA0420
 JA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0420'1.4 MI N FROM BEECHWOOD.
 JA0420'1.4 MILES NORTH OF TOWN BY HIGHWAY.  ON HIGHWAY NUMBER 62 STATE.
 JA0420'ON THE EAST END OF NORTH GUARD RAIL OF HIGHWAY BRIDGE NO. 14.
 JA0420'12 FEET 9 INCHES NORTH OF CENTERLINE OF HIGHWAY.  2 FEET 3 INCHES
 JA0420'WEST OF EAST END OF RAIL.  2 FEET 2 INCHES ABOVE GRADE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0421 ***********************************************************************
 JA0421  DESIGNATION -  S 55 RESET
 JA0421  PID         -  JA0421
 JA0421  STATE/COUNTY-  IN/CRAWFORD
 JA0421  COUNTRY     -  US
 JA0421  USGS QUAD   -  BEECHWOOD (2019)
 JA0421
 JA0421                         *CURRENT SURVEY CONTROL
 JA0421  ______________________________________________________________________
 JA0421* NAD 83(1986) POSITION- 38 12 51.3    (N) 086 26 37.6    (W)   HD_HELD2
 JA0421* NAVD 88 ORTHO HEIGHT -   136.084 (meters)      446.47  (feet) ADJUSTED
 JA0421  ______________________________________________________________________
 JA0421  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 JA0421  DYNAMIC HEIGHT  -        135.988 (meters)      446.15  (feet) COMP
 JA0421  MODELED GRAVITY -    979,922.8   (mgal)                       NAVD 88
 JA0421
 JA0421  VERT ORDER      -  FIRST     CLASS II
 JA0421
 JA0421.The horizontal coordinates were established by autonomous hand held GPS
 JA0421.observations and have an estimated accuracy of +/- 10 meters.
 JA0421
 JA0421.The orthometric height was determined by differential leveling and
 JA0421.adjusted by the NATIONAL GEODETIC SURVEY
 JA0421.in June 1991.
 JA0421
 JA0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0421.GEOID18 height accuracy estimate available here.
 JA0421
 JA0421.Click photographs - Photos may exist for this station.
 JA0421
 JA0421.The dynamic height is computed by dividing the NAVD 88
 JA0421.geopotential number by the normal gravity value computed on the
 JA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0421.degrees latitude (g = 980.6199 gals.).
 JA0421
 JA0421.The modeled gravity was interpolated from observed gravity values.
 JA0421
 JA0421;                    North         East    Units  Estimated Accuracy
 JA0421;SPC IN W     -   329,468.      956,008.      MT  (+/- 10 meters HH2 GPS)
 JA0421
 JA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4869229733(NAD 83)
 JA0421
 JA0421                          SUPERSEDED SURVEY CONTROL
 JA0421
 JA0421  NGVD 29 (??/??/92)  136.200  (m)          446.85   (f) ADJ UNCH    1 2
 JA0421
 JA0421.Superseded values are not recommended for survey control.
 JA0421
 JA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0421.See file dsdata.pdf to determine how the superseded data were derived.
 JA0421
 JA0421_MARKER: DB = BENCH MARK DISK
 JA0421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0421_SP_SET: CULVERT
 JA0421_STAMPING: S 55 RESET 1956
 JA0421_MARK LOGO: CGS
 JA0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0421
 JA0421  HISTORY     - Date     Condition        Report By
 JA0421  HISTORY     - 1956     MONUMENTED       CGS
 JA0421  HISTORY     - 1965     GOOD             CGS
 JA0421  HISTORY     - 20091223 GOOD             GEOCAC
 JA0421  HISTORY     - 20170916 GOOD             GEOCAC
 JA0421
 JA0421                          STATION DESCRIPTION
 JA0421
 JA0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0421'2 MI E FROM SULPHUR.
 JA0421'2.0 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0421'SULPHUR, IN SECTION 31, T 3 S, R 1 E, 16 FEET NORTH OF THE CENTER
 JA0421'LINE OF THE HIGHWAY, SET IN THE TOP AND 2 FEET WEST OF THE EAST
 JA0421'END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, ABOUT 1 FOOT
 JA0421'ABOVE THE LEVEL OF THE HIGHWAY.
 JA0421
 JA0421                          STATION RECOVERY (2009)
 JA0421
 JA0421'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA0421'RECOVERED IN GOOD CONDITION.
 JA0421
 JA0421                          STATION RECOVERY (2017)
 JA0421
 JA0421'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0284 ***********************************************************************
 JA0284  DESIGNATION -  S 56
 JA0284  PID         -  JA0284
 JA0284  STATE/COUNTY-  IN/CRAWFORD
 JA0284  COUNTRY     -  US
 JA0284  USGS QUAD   -  ENGLISH (2019)
 JA0284
 JA0284                         *CURRENT SURVEY CONTROL
 JA0284  ______________________________________________________________________
 JA0284* NAD 83(1986) POSITION- 38 20 22.     (N) 086 26 56.     (W)   SCALED
 JA0284* NAVD 88 ORTHO HEIGHT -   161.457 (meters)      529.71  (feet) ADJUSTED
 JA0284  ______________________________________________________________________
 JA0284  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 JA0284  DYNAMIC HEIGHT  -        161.344 (meters)      529.34  (feet) COMP
 JA0284  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 JA0284
 JA0284  VERT ORDER      -  FIRST     CLASS II
 JA0284
 JA0284.The horizontal coordinates were scaled from a map and have
 JA0284.an estimated accuracy of +/- 6 seconds.
 JA0284
 JA0284.The orthometric height was determined by differential leveling and
 JA0284.adjusted by the NATIONAL GEODETIC SURVEY
 JA0284.in June 1991.
 JA0284
 JA0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0284.GEOID18 height accuracy estimate available here.
 JA0284
 JA0284.Click photographs - Photos may exist for this station.
 JA0284
 JA0284.The dynamic height is computed by dividing the NAVD 88
 JA0284.geopotential number by the normal gravity value computed on the
 JA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0284.degrees latitude (g = 980.6199 gals.).
 JA0284
 JA0284.The modeled gravity was interpolated from observed gravity values.
 JA0284
 JA0284;                    North         East    Units  Estimated Accuracy
 JA0284;SPC IN W     -   343,360.      955,470.      MT  (+/- 180 meters Scaled)
 JA0284
 JA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH481436(NAD 83)
 JA0284
 JA0284                          SUPERSEDED SURVEY CONTROL
 JA0284
 JA0284  NGVD 29 (??/??/92)  161.569  (m)          530.08   (f) ADJ UNCH    1 2
 JA0284
 JA0284.Superseded values are not recommended for survey control.
 JA0284
 JA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0284.See file dsdata.pdf to determine how the superseded data were derived.
 JA0284
 JA0284_MARKER: DB = BENCH MARK DISK
 JA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0284_STAMPING: S 56 1934
 JA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0284+STABILITY: SURFACE MOTION
 JA0284
 JA0284  HISTORY     - Date     Condition        Report By
 JA0284  HISTORY     - 1934     MONUMENTED       CGS
 JA0284  HISTORY     - 1965     GOOD             CGS
 JA0284
 JA0284                          STATION DESCRIPTION
 JA0284
 JA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0284'0.9 MI NE FROM ENGLISH.
 JA0284'0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 JA0284'AT ENGLISH, IN SECTION 18, T 2 S, R 1 E, ABOUT 0.2 MILE NORTHEAST
 JA0284'OF MILEPOST 229, AT THE CROSSING OF THE RAILROAD AND A PRIVATE
 JA0284'ROAD, 61 FEET WEST OF THE CENTER OF THE CROSSING, 18 FEET NORTH
 JA0284'OF THE NORTH RAIL, 12 FEET SOUTH OF A FENCE, 0.6 FOOT NORTH OF
 JA0284'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS,
 JA0284'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1005 ***********************************************************************
 JA1005  DESIGNATION -  S 57
 JA1005  PID         -  JA1005
 JA1005  STATE/COUNTY-  IN/PIKE
 JA1005  COUNTRY     -  US
 JA1005  USGS QUAD   -  OAKLAND CITY (2019)
 JA1005
 JA1005                         *CURRENT SURVEY CONTROL
 JA1005  ______________________________________________________________________
 JA1005* NAD 83(1986) POSITION- 38 21 59.     (N) 087 16 15.     (W)   SCALED
 JA1005* NAVD 88 ORTHO HEIGHT -   130.869 (meters)      429.36  (feet) ADJUSTED
 JA1005  ______________________________________________________________________
 JA1005  GEOID HEIGHT    -        -31.889 (meters)                     GEOID18
 JA1005  DYNAMIC HEIGHT  -        130.783 (meters)      429.08  (feet) COMP
 JA1005  MODELED GRAVITY -    979,969.7   (mgal)                       NAVD 88
 JA1005
 JA1005  VERT ORDER      -  FIRST     CLASS II
 JA1005
 JA1005.The horizontal coordinates were scaled from a map and have
 JA1005.an estimated accuracy of +/- 6 seconds.
 JA1005
 JA1005.The orthometric height was determined by differential leveling and
 JA1005.adjusted by the NATIONAL GEODETIC SURVEY
 JA1005.in June 1991.
 JA1005
 JA1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1005.GEOID18 height accuracy estimate available here.
 JA1005
 JA1005.Click photographs - Photos may exist for this station.
 JA1005
 JA1005.The dynamic height is computed by dividing the NAVD 88
 JA1005.geopotential number by the normal gravity value computed on the
 JA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1005.degrees latitude (g = 980.6199 gals.).
 JA1005
 JA1005.The modeled gravity was interpolated from observed gravity values.
 JA1005
 JA1005;                    North         East    Units  Estimated Accuracy
 JA1005;SPC IN W     -   346,180.      883,610.      MT  (+/- 180 meters Scaled)
 JA1005
 JA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH763465(NAD 83)
 JA1005
 JA1005                          SUPERSEDED SURVEY CONTROL
 JA1005
 JA1005  NGVD 29 (??/??/92)  130.991  (m)          429.76   (f) ADJ UNCH    1 2
 JA1005
 JA1005.Superseded values are not recommended for survey control.
 JA1005
 JA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1005.See file dsdata.pdf to determine how the superseded data were derived.
 JA1005
 JA1005_MARKER: DB = BENCH MARK DISK
 JA1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1005_STAMPING: S 57 1934
 JA1005_MARK LOGO: CGS
 JA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1005+STABILITY: SURFACE MOTION
 JA1005
 JA1005  HISTORY     - Date     Condition        Report By
 JA1005  HISTORY     - 1934     MONUMENTED       CGS
 JA1005  HISTORY     - 1965     GOOD             CGS
 JA1005
 JA1005                          STATION DESCRIPTION
 JA1005
 JA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1005'3.6 MI W FROM WINSLOW.
 JA1005'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA1005'OFFICE AT WINSLOW, THENCE 3.15 MILES SOUTHWEST ALONG THE SOUTHERN
 JA1005'RAILWAY, OR ABOUT 4.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM
 JA1005'THE STATION AT OAKLAND CITY, IN SECTION 2, T 2 S, R 8 W, 6 RAILS
 JA1005'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 JA1005'PAVED ROAD, 161 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 132
 JA1005'FEET SOUTH OF AN 18-INCH MAPLE TREE IN THE YARD OF D. BOLIN
 JA1005'RESIDENCE, 28 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 1/2 FEET
 JA1005'SOUTHWEST OF A TELEPHONE POLE NUMBERED 51 B, ABOUT 4 FEET BELOW
 JA1005'THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA1005'PROJECTNG 5 INCHES.  SECTION 2, T 2 S, R 8 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1112 ***********************************************************************
 JA1112  DESIGNATION -  S 58
 JA1112  PID         -  JA1112
 JA1112  STATE/COUNTY-  IN/SPENCER
 JA1112  COUNTRY     -  US
 JA1112  USGS QUAD   -  CHRISNEY (2019)
 JA1112
 JA1112                         *CURRENT SURVEY CONTROL
 JA1112  ______________________________________________________________________
 JA1112* NAD 83(1986) POSITION- 38 04 04.     (N) 087 01 07.     (W)   SCALED
 JA1112* NAVD 88 ORTHO HEIGHT -   136.939 (meters)      449.27  (feet) ADJUSTED
 JA1112  ______________________________________________________________________
 JA1112  GEOID HEIGHT    -        -31.572 (meters)                     GEOID18
 JA1112  DYNAMIC HEIGHT  -        136.848 (meters)      448.98  (feet) COMP
 JA1112  MODELED GRAVITY -    979,965.1   (mgal)                       NAVD 88
 JA1112
 JA1112  VERT ORDER      -  SECOND    CLASS 0
 JA1112
 JA1112.The horizontal coordinates were scaled from a map and have
 JA1112.an estimated accuracy of +/- 6 seconds.
 JA1112
 JA1112.The orthometric height was determined by differential leveling and
 JA1112.adjusted by the NATIONAL GEODETIC SURVEY
 JA1112.in June 1991.
 JA1112
 JA1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1112.GEOID18 height accuracy estimate available here.
 JA1112
 JA1112.Click photographs - Photos may exist for this station.
 JA1112
 JA1112.The dynamic height is computed by dividing the NAVD 88
 JA1112.geopotential number by the normal gravity value computed on the
 JA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1112.degrees latitude (g = 980.6199 gals.).
 JA1112
 JA1112.The modeled gravity was interpolated from observed gravity values.
 JA1112
 JA1112;                    North         East    Units  Estimated Accuracy
 JA1112;SPC IN W     -   313,020.      905,680.      MT  (+/- 180 meters Scaled)
 JA1112
 JA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH983133(NAD 83)
 JA1112
 JA1112                          SUPERSEDED SURVEY CONTROL
 JA1112
 JA1112  NGVD 29 (??/??/92)  137.047  (m)          449.63   (f) ADJ UNCH    2 0
 JA1112
 JA1112.Superseded values are not recommended for survey control.
 JA1112
 JA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1112.See file dsdata.pdf to determine how the superseded data were derived.
 JA1112
 JA1112_MARKER: DB = BENCH MARK DISK
 JA1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1112_STAMPING: S 58 1934
 JA1112_MARK LOGO: CGS
 JA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1112+STABILITY: SURFACE MOTION
 JA1112
 JA1112  HISTORY     - Date     Condition        Report By
 JA1112  HISTORY     - 1934     MONUMENTED       CGS
 JA1112  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1112
 JA1112                          STATION DESCRIPTION
 JA1112
 JA1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1112'3.9 MI N FROM CHRISNEY.
 JA1112'3.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA1112'CHRISNEY, SPENCER COUNTY, 22 YARDS SOUTH OF THE SOUTHWEST CORNER
 JA1112'OF THE STATION STOP AT BRADLEY, 0.1 MILE NORTH OF MILEPOST 13,
 JA1112'20 YARDS NORTHEAST OF THE CENTER OF A GRAVEL-ROAD CROSSING, 7.4
 JA1112'FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 JA1112'TRACK.  A STANDARD DISK, STAMPED S 58 1934 AND SET IN THE TOP
 JA1112'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1256 ***********************************************************************
 JA1256  DESIGNATION -  S 59
 JA1256  PID         -  JA1256
 JA1256  STATE/COUNTY-  IN/VANDERBURGH
 JA1256  COUNTRY     -  US
 JA1256  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1256
 JA1256                         *CURRENT SURVEY CONTROL
 JA1256  ______________________________________________________________________
 JA1256* NAD 83(1986) POSITION- 38 00 59.     (N) 087 32 21.     (W)   SCALED
 JA1256* NAVD 88 ORTHO HEIGHT -   116.926 (meters)      383.61  (feet) ADJUSTED
 JA1256  ______________________________________________________________________
 JA1256  GEOID HEIGHT    -        -31.114 (meters)                     GEOID18
 JA1256  DYNAMIC HEIGHT  -        116.846 (meters)      383.35  (feet) COMP
 JA1256  MODELED GRAVITY -    979,941.3   (mgal)                       NAVD 88
 JA1256
 JA1256  VERT ORDER      -  SECOND    CLASS 0
 JA1256
 JA1256.The horizontal coordinates were scaled from a map and have
 JA1256.an estimated accuracy of +/- 6 seconds.
 JA1256
 JA1256.The orthometric height was determined by differential leveling and
 JA1256.adjusted by the NATIONAL GEODETIC SURVEY
 JA1256.in June 1991.
 JA1256
 JA1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1256.GEOID18 height accuracy estimate available here.
 JA1256
 JA1256.Click photographs - Photos may exist for this station.
 JA1256
 JA1256.The dynamic height is computed by dividing the NAVD 88
 JA1256.geopotential number by the normal gravity value computed on the
 JA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1256.degrees latitude (g = 980.6199 gals.).
 JA1256
 JA1256.The modeled gravity was interpolated from observed gravity values.
 JA1256
 JA1256;                    North         East    Units  Estimated Accuracy
 JA1256;SPC IN W     -   307,410.      859,970.      MT  (+/- 180 meters Scaled)
 JA1256
 JA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH526077(NAD 83)
 JA1256
 JA1256                          SUPERSEDED SURVEY CONTROL
 JA1256
 JA1256  NGVD 29 (??/??/92)  117.033  (m)          383.97   (f) ADJ UNCH    2 0
 JA1256
 JA1256.Superseded values are not recommended for survey control.
 JA1256
 JA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1256.See file dsdata.pdf to determine how the superseded data were derived.
 JA1256
 JA1256_MARKER: DB = BENCH MARK DISK
 JA1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1256_STAMPING: S 59 1934
 JA1256_MARK LOGO: CGS
 JA1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1256+STABILITY: SURFACE MOTION
 JA1256
 JA1256  HISTORY     - Date     Condition        Report By
 JA1256  HISTORY     - 1934     MONUMENTED       CGS
 JA1256  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1256  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 JA1256
 JA1256                          STATION DESCRIPTION
 JA1256
 JA1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1256'3.4 MI N FROM EVANSVILLE.
 JA1256'3.4 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JA1256'LOUIS RAILWAY FROM THE STATION AT EVANSVILLE, VANDERBURG COUNTY,
 JA1256'0.8 MILE NORTH OF THE STATION AT WANSFORD, AT THE JUNCTION OF THE
 JA1256'CHICAGO AND EASTERN ILLINOIS RAILROAD, 11 RAILS NORTH ACROSS THE
 JA1256'TRACK FROM C. AND E.I.R.R. MILEPOST 283, 100 FEET SOUTHWEST OF
 JA1256'THE CROSSING OF U.S. HIGHWAY 41, 27.7 FEET EAST OF THE EAST RAIL
 JA1256'OF THE C. AND E.I.R.R., 17.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 JA1256'OF THE C.C.C. AND ST. L. RY., 2 FEET SOUTHWEST OF A POLE, AND
 JA1256'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S
 JA1256'59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JA1256
 JA1256                          STATION RECOVERY (1995)
 JA1256
 JA1256'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0046 ***********************************************************************
 KA0046  DESIGNATION -  S 61
 KA0046  PID         -  KA0046
 KA0046  STATE/COUNTY-  IN/MORGAN
 KA0046  COUNTRY     -  US
 KA0046  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0046
 KA0046                         *CURRENT SURVEY CONTROL
 KA0046  ______________________________________________________________________
 KA0046* NAD 83(1986) POSITION- 39 36 46.6    (N) 086 22 33.4    (W)   HD_HELD2
 KA0046* NAVD 88 ORTHO HEIGHT -   219.563 (meters)      720.35  (feet) ADJUSTED
 KA0046  ______________________________________________________________________
 KA0046  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA0046  DYNAMIC HEIGHT  -        219.444 (meters)      719.96  (feet) COMP
 KA0046  MODELED GRAVITY -    980,082.3   (mgal)                       NAVD 88
 KA0046
 KA0046  VERT ORDER      -  SECOND    CLASS 0
 KA0046
 KA0046.The horizontal coordinates were established by autonomous hand held GPS
 KA0046.observations and have an estimated accuracy of +/- 10 meters.
 KA0046
 KA0046.The orthometric height was determined by differential leveling and
 KA0046.adjusted by the NATIONAL GEODETIC SURVEY
 KA0046.in June 1991.
 KA0046
 KA0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0046.GEOID18 height accuracy estimate available here.
 KA0046
 KA0046.Click photographs - Photos may exist for this station.
 KA0046
 KA0046.The dynamic height is computed by dividing the NAVD 88
 KA0046.geopotential number by the normal gravity value computed on the
 KA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0046.degrees latitude (g = 980.6199 gals.).
 KA0046
 KA0046.The modeled gravity was interpolated from observed gravity values.
 KA0046
 KA0046;                    North         East    Units  Estimated Accuracy
 KA0046;SPC IN W     -   484,783.      960,745.      MT  (+/- 10 meters HH2 GPS)
 KA0046
 KA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5356884985(NAD 83)
 KA0046
 KA0046                          SUPERSEDED SURVEY CONTROL
 KA0046
 KA0046  NGVD 29 (??/??/92)  219.688  (m)          720.76   (f) ADJ UNCH    2 0
 KA0046
 KA0046.Superseded values are not recommended for survey control.
 KA0046
 KA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0046.See file dsdata.pdf to determine how the superseded data were derived.
 KA0046
 KA0046_MARKER: DB = BENCH MARK DISK
 KA0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0046_SP_SET: BUILDING
 KA0046_STAMPING: S 61 1946
 KA0046_MARK LOGO: CGS
 KA0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0046
 KA0046  HISTORY     - Date     Condition        Report By
 KA0046  HISTORY     - 1946     MONUMENTED       CGS
 KA0046
 KA0046                          STATION DESCRIPTION
 KA0046
 KA0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0046'IN MOORESVILLE.
 KA0046'AT MOORESVILLE, AT THE PUBLIC LIBRARY, SET VERTICALLY IN THE SOUTH
 KA0046'FACE OF THE BRICK WALL AT THE SOUTHEAST CORNER OF THE BUILDING,
 KA0046'1.4 FOOT WEST OF THE SOUTHEAST CORNER, AND 4.5 FEET ABOVE THE
 KA0046'GROUND.  A STANDARD DISK, STAMPED S 61 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0631 ***********************************************************************
 KA0631  DESIGNATION -  S 62
 KA0631  PID         -  KA0631
 KA0631  STATE/COUNTY-  IN/HENDRICKS
 KA0631  COUNTRY     -  US
 KA0631  USGS QUAD   -  CLAYTON (2019)
 KA0631
 KA0631                         *CURRENT SURVEY CONTROL
 KA0631  ______________________________________________________________________
 KA0631* NAD 83(1986) POSITION- 39 38 48.5    (N) 086 36 05.1    (W)   HD_HELD2
 KA0631* NAVD 88 ORTHO HEIGHT -   245.442 (meters)      805.25  (feet) ADJUSTED
 KA0631  ______________________________________________________________________
 KA0631  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 KA0631  DYNAMIC HEIGHT  -        245.305 (meters)      804.80  (feet) COMP
 KA0631  MODELED GRAVITY -    980,063.5   (mgal)                       NAVD 88
 KA0631
 KA0631  VERT ORDER      -  FIRST     CLASS II
 KA0631
 KA0631.The horizontal coordinates were established by autonomous hand held GPS
 KA0631.observations and have an estimated accuracy of +/- 10 meters.
 KA0631
 KA0631.The orthometric height was determined by differential leveling and
 KA0631.adjusted by the NATIONAL GEODETIC SURVEY
 KA0631.in June 1991.
 KA0631
 KA0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0631.GEOID18 height accuracy estimate available here.
 KA0631
 KA0631.Click photographs - Photos may exist for this station.
 KA0631
 KA0631.The dynamic height is computed by dividing the NAVD 88
 KA0631.geopotential number by the normal gravity value computed on the
 KA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0631.degrees latitude (g = 980.6199 gals.).
 KA0631
 KA0631.The modeled gravity was interpolated from observed gravity values.
 KA0631
 KA0631;                    North         East    Units  Estimated Accuracy
 KA0631;SPC IN W     -   488,414.      941,363.      MT  (+/- 10 meters HH2 GPS)
 KA0631
 KA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3419788633(NAD 83)
 KA0631
 KA0631                          SUPERSEDED SURVEY CONTROL
 KA0631
 KA0631  NGVD 29 (??/??/92)  245.520  (m)          805.51   (f) ADJ UNCH    1 2
 KA0631
 KA0631.Superseded values are not recommended for survey control.
 KA0631
 KA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0631.See file dsdata.pdf to determine how the superseded data were derived.
 KA0631
 KA0631_MARKER: DB = BENCH MARK DISK
 KA0631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0631_SP_SET: HEADWALL
 KA0631_STAMPING: S 62 1946
 KA0631_MARK LOGO: CGS
 KA0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0631+STABILITY: SURFACE MOTION
 KA0631
 KA0631  HISTORY     - Date     Condition        Report By
 KA0631  HISTORY     - 1946     MONUMENTED       CGS
 KA0631  HISTORY     - 1985     GOOD             NGS
 KA0631  HISTORY     - 20110714 GOOD             GEOCAC
 KA0631
 KA0631                          STATION DESCRIPTION
 KA0631
 KA0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0631'1.8 MI E FROM STILESVILLE.
 KA0631'ABOUT 1.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0631'AT STILESVILLE, ABOUT 175 FEET NORTHEAST OF THE NORTHEAST CORNER
 KA0631'OF A HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE TOP OF
 KA0631'THE EAST END OF THE SOUTH HEAD WALL OF A LARGE CONCRETE CULVERT,
 KA0631'24 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE
 KA0631'HIGHWAY.  A STANDARD DISK, STAMPED S 62 1946.
 KA0631
 KA0631                          STATION RECOVERY (1985)
 KA0631
 KA0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0631'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.3 KM (6.4
 KA0631'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0631'HIGHWAY 39 IN BELLEVILLE.
 KA0631
 KA0631                          STATION RECOVERY (2011)
 KA0631
 KA0631'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0693 ***********************************************************************
 KA0693  DESIGNATION -  S 63
 KA0693  PID         -  KA0693
 KA0693  STATE/COUNTY-  IN/MORGAN
 KA0693  COUNTRY     -  US
 KA0693  USGS QUAD   -  HALL (2019)
 KA0693
 KA0693                         *CURRENT SURVEY CONTROL
 KA0693  ______________________________________________________________________
 KA0693* NAD 83(1986) POSITION- 39 34 42.     (N) 086 35 22.     (W)   SCALED
 KA0693* NAVD 88 ORTHO HEIGHT -   240.056 (meters)      787.58  (feet) ADJUSTED
 KA0693  ______________________________________________________________________
 KA0693  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 KA0693  DYNAMIC HEIGHT  -        239.921 (meters)      787.14  (feet) COMP
 KA0693  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 KA0693
 KA0693  VERT ORDER      -  SECOND    CLASS 0
 KA0693
 KA0693.The horizontal coordinates were scaled from a map and have
 KA0693.an estimated accuracy of +/- 6 seconds.
 KA0693
 KA0693.The orthometric height was determined by differential leveling and
 KA0693.adjusted by the NATIONAL GEODETIC SURVEY
 KA0693.in June 1991.
 KA0693
 KA0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0693.GEOID18 height accuracy estimate available here.
 KA0693
 KA0693.Click photographs - Photos may exist for this station.
 KA0693
 KA0693.The dynamic height is computed by dividing the NAVD 88
 KA0693.geopotential number by the normal gravity value computed on the
 KA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0693.degrees latitude (g = 980.6199 gals.).
 KA0693
 KA0693.The modeled gravity was interpolated from observed gravity values.
 KA0693
 KA0693;                    North         East    Units  Estimated Accuracy
 KA0693;SPC IN W     -   480,820.      942,430.      MT  (+/- 180 meters Scaled)
 KA0693
 KA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ352810(NAD 83)
 KA0693
 KA0693                          SUPERSEDED SURVEY CONTROL
 KA0693
 KA0693  NGVD 29 (??/??/92)  240.168  (m)          787.95   (f) ADJ UNCH    2 0
 KA0693
 KA0693.Superseded values are not recommended for survey control.
 KA0693
 KA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0693.See file dsdata.pdf to determine how the superseded data were derived.
 KA0693
 KA0693_MARKER: DB = BENCH MARK DISK
 KA0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0693_SP_SET: BUILDING
 KA0693_STAMPING: S 63 1946
 KA0693_MARK LOGO: CGS
 KA0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0693
 KA0693  HISTORY     - Date     Condition        Report By
 KA0693  HISTORY     - 1946     MONUMENTED       CGS
 KA0693  HISTORY     - 20110525 MARK NOT FOUND   GEOCAC
 KA0693
 KA0693                          STATION DESCRIPTION
 KA0693
 KA0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0693'AT CROWN CENTER.
 KA0693'AT CROWN CENTER, IN THE WEST FACE OF THE SOUTHWEST CORNER OF THE
 KA0693'ABANDONED GRADE SCHOOL, 1.8 FEET NORTH OF THE SOUTHWEST CORNER,
 KA0693'AND 4.4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED S 63
 KA0693'1946.
 KA0693
 KA0693                          STATION RECOVERY (2011)
 KA0693
 KA0693'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0549 ***********************************************************************
 KA0549  DESIGNATION -  S 65
 KA0549  PID         -  KA0549
 KA0549  STATE/COUNTY-  IN/MORGAN
 KA0549  COUNTRY     -  US
 KA0549  USGS QUAD   -  PARAGON (2019)
 KA0549
 KA0549                         *CURRENT SURVEY CONTROL
 KA0549  ______________________________________________________________________
 KA0549* NAD 83(2011) POSITION- 39 28 09.82012(N) 086 33 50.26173(W)   ADJUSTED
 KA0549* NAD 83(2011) ELLIP HT-   222.940 (meters)        (04/10/23)   ADJUSTED
 KA0549* NAD 83(2011) EPOCH   -  2010.00
 KA0549* NAVD 88 ORTHO HEIGHT -   255.775 (meters)      839.16  (feet) ADJUSTED
 KA0549  ______________________________________________________________________
 KA0549  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 KA0549  NAD 83(2011) X  -    295,508.105 (meters)                     COMP
 KA0549  NAD 83(2011) Y  - -4,921,675.175 (meters)                     COMP
 KA0549  NAD 83(2011) Z  -  4,032,822.700 (meters)                     COMP
 KA0549  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 KA0549  DYNAMIC HEIGHT  -        255.628 (meters)      838.67  (feet) COMP
 KA0549  MODELED GRAVITY -    980,047.2   (mgal)                       NAVD 88
 KA0549
 KA0549  VERT ORDER      -  SECOND    CLASS 0
 KA0549
 KA0549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0549  Standards:
 KA0549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0549  -------------------------------------------------------------------
 KA0549  NETWORK    0.97   1.82           0.38   0.41   0.93     -0.12871773
 KA0549  -------------------------------------------------------------------
 KA0549  Click here for local accuracies and other accuracy information.
 KA0549
 KA0549.The horizontal coordinates were established by GPS observations
 KA0549.and adjusted by the INDIANA DEPT OF TRANSP in April 2023.
 KA0549
 KA0549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0549.been affixed to the stable North American tectonic plate. See 
 KA0549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0549
 KA0549.The horizontal coordinates are valid at the epoch date displayed above
 KA0549.which is a decimal equivalence of Year/Month/Day.
 KA0549
 KA0549.The orthometric height was determined by differential leveling and
 KA0549.adjusted by the NATIONAL GEODETIC SURVEY
 KA0549.in June 1991.
 KA0549
 KA0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0549.GEOID18 height accuracy estimate available here.
 KA0549
 KA0549.Click photographs - Photos may exist for this station.
 KA0549
 KA0549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0549
 KA0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0549
 KA0549.The ellipsoidal height was determined by GPS observations
 KA0549.and is referenced to NAD 83.
 KA0549
 KA0549.The dynamic height is computed by dividing the NAVD 88
 KA0549.geopotential number by the normal gravity value computed on the
 KA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0549.degrees latitude (g = 980.6199 gals.).
 KA0549
 KA0549.The modeled gravity was interpolated from observed gravity values.
 KA0549
 KA0549. The following values were computed from the NAD 83(2011) position.
 KA0549
 KA0549;                    North         East     Units Scale Factor Converg.
 KA0549;SPC IN W     -   468,735.474   944,691.154   MT  0.99999125   +0 19 48.5
 KA0549;SPC IN W     - 1,537,842.97  3,099,374.23   sFT  0.99999125   +0 19 48.5
 KA0549;UTM  16      - 4,368,958.619   537,506.659   MT  0.99961732   +0 16 37.8
 KA0549
 KA0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0549!SPC IN W     -   0.99996502  x   0.99999125  =   0.99995627
 KA0549!UTM  16      -   0.99996502  x   0.99961732  =   0.99958236
 KA0549
 KA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3750668958(NAD 83)
 KA0549
 KA0549                          SUPERSEDED SURVEY CONTROL
 KA0549
 KA0549  NGVD 29 (??/??/92)  255.895  (m)          839.55   (f) ADJ UNCH    2 0
 KA0549
 KA0549.Superseded values are not recommended for survey control.
 KA0549
 KA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0549.See file dsdata.pdf to determine how the superseded data were derived.
 KA0549
 KA0549_MARKER: DB = BENCH MARK DISK
 KA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0549_STAMPING: S 65 1946
 KA0549_MARK LOGO: CGS
 KA0549_PROJECTION: PROJECTING 20 CENTIMETERS
 KA0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0549+STABILITY: SURFACE MOTION
 KA0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0549+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 KA0549
 KA0549  HISTORY     - Date     Condition        Report By
 KA0549  HISTORY     - 1946     MONUMENTED       CGS
 KA0549  HISTORY     - 20230314 GOOD             INDOT
 KA0549
 KA0549                          STATION DESCRIPTION
 KA0549
 KA0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0549'0.6 MI SE FROM WAKELAND.
 KA0549'0.65 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO MARTINSVILLE
 KA0549'FROM THE CROSS ROADS AT WAKELAND, 78 FEET NORTH OF THE NORTHWEST
 KA0549'CORNER OF THE JOHN WALTERS FARM HOUSE, 20 FEET SOUTH OF THE CENTER
 KA0549'LINE OF THE ROAD, 28 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 KA0549'TO THE HOUSE, 2.0 FEET NORTH OF THE YARD FENCE, 1 1/2 FEET WEST
 KA0549'OF A WHITE WOODEN WITNESS POST AND ABOUT 2 1/2 FEET HIGHER THAN ROAD
 KA0549'LEVEL.  A STANDARD DISK, STAMPED S 65 1946 AND SET IN THE TOP OF A
 KA0549'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0549
 KA0549                          STATION RECOVERY (2023)
 KA0549
 KA0549'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0549'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0513 ***********************************************************************
 KA0513  DESIGNATION -  S 67
 KA0513  PID         -  KA0513
 KA0513  STATE/COUNTY-  IN/OWEN
 KA0513  COUNTRY     -  US
 KA0513  USGS QUAD   -  PATRICKSBURG (2019)
 KA0513
 KA0513                         *CURRENT SURVEY CONTROL
 KA0513  ______________________________________________________________________
 KA0513* NAD 83(1986) POSITION- 39 20 02.     (N) 086 57 16.     (W)   SCALED
 KA0513* NAVD 88 ORTHO HEIGHT -   208.865 (meters)      685.25  (feet) ADJUSTED
 KA0513  ______________________________________________________________________
 KA0513  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 KA0513  DYNAMIC HEIGHT  -        208.742 (meters)      684.85  (feet) COMP
 KA0513  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 KA0513
 KA0513  VERT ORDER      -  SECOND    CLASS 0
 KA0513
 KA0513.The horizontal coordinates were scaled from a map and have
 KA0513.an estimated accuracy of +/- 6 seconds.
 KA0513
 KA0513.The orthometric height was determined by differential leveling and
 KA0513.adjusted by the NATIONAL GEODETIC SURVEY
 KA0513.in June 1991.
 KA0513
 KA0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0513.GEOID18 height accuracy estimate available here.
 KA0513
 KA0513.Click photographs - Photos may exist for this station.
 KA0513
 KA0513.The dynamic height is computed by dividing the NAVD 88
 KA0513.geopotential number by the normal gravity value computed on the
 KA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0513.degrees latitude (g = 980.6199 gals.).
 KA0513
 KA0513.The modeled gravity was interpolated from observed gravity values.
 KA0513
 KA0513;                    North         East    Units  Estimated Accuracy
 KA0513;SPC IN W     -   453,570.      911,110.      MT  (+/- 180 meters Scaled)
 KA0513
 KA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ039538(NAD 83)
 KA0513
 KA0513                          SUPERSEDED SURVEY CONTROL
 KA0513
 KA0513  NGVD 29 (??/??/92)  208.983  (m)          685.64   (f) ADJ UNCH    2 0
 KA0513
 KA0513.Superseded values are not recommended for survey control.
 KA0513
 KA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0513.See file dsdata.pdf to determine how the superseded data were derived.
 KA0513
 KA0513_MARKER: DB = BENCH MARK DISK
 KA0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0513_STAMPING: S 67 1946
 KA0513_MARK LOGO: CGS
 KA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0513+STABILITY: SURFACE MOTION
 KA0513
 KA0513  HISTORY     - Date     Condition        Report By
 KA0513  HISTORY     - 1946     MONUMENTED       CGS
 KA0513
 KA0513                          STATION DESCRIPTION
 KA0513
 KA0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0513'2.8 MI N FROM PATRICKSBURG.
 KA0513'0.7 MILE WEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA0513'AT PATRICKSBURG, THENCE ABOUT 1.5 MILE NORTH THENCE ABOUT 0.6
 KA0513'MILE EAST ALONG A GRAVEL ROAD, AT A CROSSING OF THE CHICAGO,
 KA0513'INDIANAPOLIS AND LOUISVILLE RAILWAY, 104 FEET WEST OF THE
 KA0513'CENTER LINE OF THE RAILROAD TRACK, 63 FEET NORTHWEST AND ACROSS
 KA0513'THE ROAD FROM A FENCE CORNER, 23 FEET NORTH OF AND ABOUT 1
 KA0513'FOOT ABOVE THE CENTER LINE OF THE ROAD, 8.5 FEET SOUTHEAST
 KA0513'OF A TRIANGULAR BLAZED HICKORY TREE, AND 2 FEET WEST OF A
 KA0513'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 67 1946
 KA0513'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0513'GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 KA0513'IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1143 ***********************************************************************
 KA1143  DESIGNATION -  S 68
 KA1143  PID         -  KA1143
 KA1143  STATE/COUNTY-  IN/CLAY
 KA1143  COUNTRY     -  US
 KA1143  USGS QUAD   -  CENTER POINT (2019)
 KA1143
 KA1143                         *CURRENT SURVEY CONTROL
 KA1143  ______________________________________________________________________
 KA1143* NAD 83(1986) POSITION- 39 24 56.     (N) 087 06 54.     (W)   SCALED
 KA1143* NAVD 88 ORTHO HEIGHT -   179.450 (meters)      588.75  (feet) ADJUSTED
 KA1143  ______________________________________________________________________
 KA1143  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KA1143  DYNAMIC HEIGHT  -        179.347 (meters)      588.41  (feet) COMP
 KA1143  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 KA1143
 KA1143  VERT ORDER      -  SECOND    CLASS 0
 KA1143
 KA1143.The horizontal coordinates were scaled from a map and have
 KA1143.an estimated accuracy of +/- 6 seconds.
 KA1143
 KA1143.The orthometric height was determined by differential leveling and
 KA1143.adjusted by the NATIONAL GEODETIC SURVEY
 KA1143.in June 1991.
 KA1143
 KA1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1143.GEOID18 height accuracy estimate available here.
 KA1143
 KA1143.Click photographs - Photos may exist for this station.
 KA1143
 KA1143.The dynamic height is computed by dividing the NAVD 88
 KA1143.geopotential number by the normal gravity value computed on the
 KA1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1143.degrees latitude (g = 980.6199 gals.).
 KA1143
 KA1143.The modeled gravity was interpolated from observed gravity values.
 KA1143
 KA1143;                    North         East    Units  Estimated Accuracy
 KA1143;SPC IN W     -   462,630.      897,270.      MT  (+/- 180 meters Scaled)
 KA1143
 KA1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ901628(NAD 83)
 KA1143
 KA1143                          SUPERSEDED SURVEY CONTROL
 KA1143
 KA1143  NGVD 29 (??/??/92)  179.556  (m)          589.09   (f) ADJ UNCH    2 0
 KA1143
 KA1143.Superseded values are not recommended for survey control.
 KA1143
 KA1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1143.See file dsdata.pdf to determine how the superseded data were derived.
 KA1143
 KA1143_MARKER: DB = BENCH MARK DISK
 KA1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1143_STAMPING: S 68 1946
 KA1143_MARK LOGO: CGS
 KA1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1143+STABILITY: SURFACE MOTION
 KA1143
 KA1143  HISTORY     - Date     Condition        Report By
 KA1143  HISTORY     - 1946     MONUMENTED       CGS
 KA1143
 KA1143                          STATION DESCRIPTION
 KA1143
 KA1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1143'2.5 MI NW FROM ASHBORO.
 KA1143'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 59, THENCE ABOUT
 KA1143'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH
 KA1143'AT ASHBORO, AT THE INTERSECTION OF A GRAVEL ROAD (OLD STATE
 KA1143'HIGHWAY 59), 28 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1143'OF THE NORTH-SOUTH ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE
 KA1143'EAST-WEST ROAD, 12 FEET EAST OF THE NORTH END OF A 14 INCH
 KA1143'CORRUGATED PIPE CULVERT WITH CONCRETE HEADWALLS, 5 FEET SOUTHEAST
 KA1143'OF A TELEPHONE POLE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KA1143'POST.  A STANDARD DISK, STAMPED S 68 1946 AND SET IN THE TOP OF
 KA1143'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  THIS MARK
 KA1143'MAY BE REACHED FROM THE POST OFFICE AT CENTER POINT BY GOING
 KA1143'WEST 2.1 MILES ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 59.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0497 ***********************************************************************
 KA0497  DESIGNATION -  S 69
 KA0497  PID         -  KA0497
 KA0497  STATE/COUNTY-  IN/OWEN
 KA0497  COUNTRY     -  US
 KA0497  USGS QUAD   -  POLAND (2019)
 KA0497
 KA0497                         *CURRENT SURVEY CONTROL
 KA0497  ______________________________________________________________________
 KA0497* NAD 83(1986) POSITION- 39 24 35.     (N) 086 54 43.     (W)   SCALED
 KA0497* NAVD 88 ORTHO HEIGHT -   186.983 (meters)      613.46  (feet) ADJUSTED
 KA0497  ______________________________________________________________________
 KA0497  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KA0497  DYNAMIC HEIGHT  -        186.875 (meters)      613.11  (feet) COMP
 KA0497  MODELED GRAVITY -    980,045.1   (mgal)                       NAVD 88
 KA0497
 KA0497  VERT ORDER      -  SECOND    CLASS 0
 KA0497
 KA0497.The horizontal coordinates were scaled from a map and have
 KA0497.an estimated accuracy of +/- 6 seconds.
 KA0497
 KA0497.The orthometric height was determined by differential leveling and
 KA0497.adjusted by the NATIONAL GEODETIC SURVEY
 KA0497.in June 1991.
 KA0497
 KA0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0497.GEOID18 height accuracy estimate available here.
 KA0497
 KA0497.Click photographs - Photos may exist for this station.
 KA0497
 KA0497.The dynamic height is computed by dividing the NAVD 88
 KA0497.geopotential number by the normal gravity value computed on the
 KA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0497.degrees latitude (g = 980.6199 gals.).
 KA0497
 KA0497.The modeled gravity was interpolated from observed gravity values.
 KA0497
 KA0497;                    North         East    Units  Estimated Accuracy
 KA0497;SPC IN W     -   462,000.      914,760.      MT  (+/- 180 meters Scaled)
 KA0497
 KA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ075622(NAD 83)
 KA0497
 KA0497                          SUPERSEDED SURVEY CONTROL
 KA0497
 KA0497  NGVD 29 (??/??/92)  187.102  (m)          613.85   (f) ADJ UNCH    2 0
 KA0497
 KA0497.Superseded values are not recommended for survey control.
 KA0497
 KA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0497.See file dsdata.pdf to determine how the superseded data were derived.
 KA0497
 KA0497_MARKER: DB = BENCH MARK DISK
 KA0497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0497_SP_SET: CULVERT HEADWALL
 KA0497_STAMPING: S 69 1946
 KA0497_MARK LOGO: CGS
 KA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0497+STABILITY: SURFACE MOTION
 KA0497
 KA0497  HISTORY     - Date     Condition        Report By
 KA0497  HISTORY     - 1946     MONUMENTED       CGS
 KA0497
 KA0497                          STATION DESCRIPTION
 KA0497
 KA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0497'1.1 MI N FROM JORDAN.
 KA0497'1.1 MILES NORTH ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 KA0497'42 FROM ITS CROSSING WITH THE CHICAGO, INDIANAPOLIS AND
 KA0497'LOUISVILLE RAILROAD AT JORDAN, SET IN THE TOP OF THE NORTH END
 KA0497'OF THE WEST CONCRETE HEADWALL OF AN 18 INCH TILE PIPE CULVERT,
 KA0497'16 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0497'ROAD.  A STANDARD DISK, STAMPED S 69 1946 AND SET IN A DRILL HOLE.
 KA0497'NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD IS NOW
 KA0497'THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0242 ***********************************************************************
 ME0242  DESIGNATION -  S 7
 ME0242  PID         -  ME0242
 ME0242  STATE/COUNTY-  IN/MARSHALL
 ME0242  COUNTRY     -  US
 ME0242  USGS QUAD   -  INWOOD (2019)
 ME0242
 ME0242                         *CURRENT SURVEY CONTROL
 ME0242  ______________________________________________________________________
 ME0242* NAD 83(1986) POSITION- 41 18 12.     (N) 086 09 09.     (W)   SCALED
 ME0242* NAVD 88 ORTHO HEIGHT -   254.004 (meters)      833.34  (feet) ADJUSTED
 ME0242  ______________________________________________________________________
 ME0242  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 ME0242  DYNAMIC HEIGHT  -        253.898 (meters)      833.00  (feet) COMP
 ME0242  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 ME0242
 ME0242  VERT ORDER      -  FIRST     CLASS I
 ME0242
 ME0242.The horizontal coordinates were scaled from a map and have
 ME0242.an estimated accuracy of +/- 6 seconds.
 ME0242
 ME0242.The orthometric height was determined by differential leveling and
 ME0242.adjusted by the NATIONAL GEODETIC SURVEY
 ME0242.in June 1991.
 ME0242
 ME0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0242.GEOID18 height accuracy estimate available here.
 ME0242
 ME0242.Click photographs - Photos may exist for this station.
 ME0242
 ME0242.The dynamic height is computed by dividing the NAVD 88
 ME0242.geopotential number by the normal gravity value computed on the
 ME0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0242.degrees latitude (g = 980.6199 gals.).
 ME0242
 ME0242.The modeled gravity was interpolated from observed gravity values.
 ME0242
 ME0242;                    North         East    Units  Estimated Accuracy
 ME0242;SPC IN E     -   672,360.       59,310.      MT  (+/- 180 meters Scaled)
 ME0242
 ME0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL709727(NAD 83)
 ME0242
 ME0242                          SUPERSEDED SURVEY CONTROL
 ME0242
 ME0242  NGVD 29 (??/??/92)  254.126  (m)          833.75   (f) ADJ UNCH    1 1
 ME0242
 ME0242.Superseded values are not recommended for survey control.
 ME0242
 ME0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0242.See file dsdata.pdf to determine how the superseded data were derived.
 ME0242
 ME0242_MARKER: X = CHISELED CROSS
 ME0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0242_SP_SET: BOX CULVERT HEADWALL
 ME0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0242+STABILITY: SURFACE MOTION
 ME0242
 ME0242  HISTORY     - Date     Condition        Report By
 ME0242  HISTORY     - 1916     MONUMENTED       CGS
 ME0242  HISTORY     - 1968     GOOD             CGS
 ME0242  HISTORY     - 1983     GOOD             USPSQD
 ME0242
 ME0242                          STATION DESCRIPTION
 ME0242
 ME0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0242'2 MI NW FROM BOURBON.
 ME0242'ABOUT 2.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0242'THE CROSSING OF STATE HIGHWAY 331 AT BOURBON, ABOUT 0.1 MILE
 ME0242'NORTHWEST OF MILEPOST 375, A 3-INCH CHISELED CROSS ON THE TOP
 ME0242'OF THE EAST CORNER OF THE NORTHEAST HEAD WALL OF A 10-FOOT BOX
 ME0242'CULVERT OVER BAIR DITCH, 23.9 FEET NORTHEAST OF THE NORTHEAST
 ME0242'RAIL OF THE WESTBOUND TRACK, 0.4 FOOT SOUTH OF THE LETTERING BM
 ME0242'CUT IN STONE AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 14,
 ME0242'T 33 N, R 3 E.
 ME0242
 ME0242                          STATION RECOVERY (1983)
 ME0242
 ME0242'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0703 ***********************************************************************
 KA0703  DESIGNATION -  S 70
 KA0703  PID         -  KA0703
 KA0703  STATE/COUNTY-  IN/PUTNAM
 KA0703  COUNTRY     -  US
 KA0703  USGS QUAD   -  CLOVERDALE (2019)
 KA0703
 KA0703                         *CURRENT SURVEY CONTROL
 KA0703  ______________________________________________________________________
 KA0703* NAD 83(1986) POSITION- 39 34 28.0    (N) 086 52 01.9    (W)   HD_HELD2
 KA0703* NAVD 88 ORTHO HEIGHT -   199.764 (meters)      655.39  (feet) ADJUSTED
 KA0703  ______________________________________________________________________
 KA0703  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KA0703  DYNAMIC HEIGHT  -        199.650 (meters)      655.02  (feet) COMP
 KA0703  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0703
 KA0703  VERT ORDER      -  FIRST     CLASS II
 KA0703
 KA0703.The horizontal coordinates were established by autonomous hand held GPS
 KA0703.observations and have an estimated accuracy of +/- 10 meters.
 KA0703
 KA0703.The orthometric height was determined by differential leveling and
 KA0703.adjusted by the NATIONAL GEODETIC SURVEY
 KA0703.in June 1991.
 KA0703
 KA0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0703.GEOID18 height accuracy estimate available here.
 KA0703
 KA0703.Click photographs - Photos may exist for this station.
 KA0703
 KA0703.The dynamic height is computed by dividing the NAVD 88
 KA0703.geopotential number by the normal gravity value computed on the
 KA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0703.degrees latitude (g = 980.6199 gals.).
 KA0703
 KA0703.The modeled gravity was interpolated from observed gravity values.
 KA0703
 KA0703;                    North         East    Units  Estimated Accuracy
 KA0703;SPC IN W     -   480,292.      918,570.      MT  (+/- 10 meters HH2 GPS)
 KA0703
 KA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1140680534(NAD 83)
 KA0703
 KA0703                          SUPERSEDED SURVEY CONTROL
 KA0703
 KA0703  NGVD 29 (??/??/92)  199.893  (m)          655.82   (f) ADJ UNCH    1 2
 KA0703
 KA0703.Superseded values are not recommended for survey control.
 KA0703
 KA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0703.See file dsdata.pdf to determine how the superseded data were derived.
 KA0703
 KA0703_MARKER: DB = BENCH MARK DISK
 KA0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0703_SP_SET: HEADWALL
 KA0703_STAMPING: S 70 1946
 KA0703_MARK LOGO: CGS
 KA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0703+STABILITY: SURFACE MOTION
 KA0703
 KA0703  HISTORY     - Date     Condition        Report By
 KA0703  HISTORY     - 1946     MONUMENTED       CGS
 KA0703  HISTORY     - 1985     GOOD             NGS
 KA0703  HISTORY     - 20110714 GOOD             GEOCAC
 KA0703
 KA0703                          STATION DESCRIPTION
 KA0703
 KA0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0703'AT PUTNAMVILLE.
 KA0703'AT PUTNAMVILLE, 0.1 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 KA0703'OFFICE, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL
 KA0703'OF A 10 FOOT CONCRETE CULVERT, 32 FEET NORTH OF THE NORTH LANE
 KA0703'OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF A SIDE ROAD
 KA0703'LEADING NORTH.  A STANDARD DISK, STAMPED S 70 1946.
 KA0703
 KA0703                          STATION RECOVERY (1985)
 KA0703
 KA0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0703'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  23.3 KM (14.45
 KA0703'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0703'HIGHWAY 59 IN BRAZIL.
 KA0703
 KA0703                          STATION RECOVERY (2011)
 KA0703
 KA0703'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0703'THE WEIGHING STATION IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0817 ***********************************************************************
 KA0817  DESIGNATION -  S 71
 KA0817  PID         -  KA0817
 KA0817  STATE/COUNTY-  IN/PARKE
 KA0817  COUNTRY     -  US
 KA0817  USGS QUAD   -  ROCKVILLE (2019)
 KA0817
 KA0817                         *CURRENT SURVEY CONTROL
 KA0817  ______________________________________________________________________
 KA0817* NAD 83(1986) POSITION- 39 45 30.30   (N) 087 07 45.11   (W)   HD_HELD1
 KA0817* NAVD 88 ORTHO HEIGHT -   203.628 (meters)      668.07  (feet) ADJUSTED
 KA0817  ______________________________________________________________________
 KA0817  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 KA0817  DYNAMIC HEIGHT  -        203.512 (meters)      667.69  (feet) COMP
 KA0817  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA0817
 KA0817  VERT ORDER      -  SECOND    CLASS 0
 KA0817
 KA0817.The horizontal coordinates were determined by differentially corrected
 KA0817.hand held GPS observations or other comparable positioning techniques
 KA0817.and have an estimated accuracy of +/- 3 meters.
 KA0817
 KA0817.The orthometric height was determined by differential leveling and
 KA0817.adjusted by the NATIONAL GEODETIC SURVEY
 KA0817.in June 1991.
 KA0817
 KA0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0817.GEOID18 height accuracy estimate available here.
 KA0817
 KA0817.Click photographs - Photos may exist for this station.
 KA0817
 KA0817.The dynamic height is computed by dividing the NAVD 88
 KA0817.geopotential number by the normal gravity value computed on the
 KA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0817.degrees latitude (g = 980.6199 gals.).
 KA0817
 KA0817.The modeled gravity was interpolated from observed gravity values.
 KA0817
 KA0817;                    North         East    Units  Estimated Accuracy
 KA0817;SPC IN W     -   500,696.0     896,069.9     MT  (+/- 3 meters HH1 GPS) 
 KA0817
 KA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8893200952(NAD 83)
 KA0817
 KA0817                          SUPERSEDED SURVEY CONTROL
 KA0817
 KA0817  NGVD 29 (??/??/92)  203.725  (m)          668.39   (f) ADJ UNCH    2 0
 KA0817
 KA0817.Superseded values are not recommended for survey control.
 KA0817
 KA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0817.See file dsdata.pdf to determine how the superseded data were derived.
 KA0817
 KA0817_MARKER: DB = BENCH MARK DISK
 KA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0817_STAMPING: S 71 1946
 KA0817_MARK LOGO: CGS
 KA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0817+STABILITY: SURFACE MOTION
 KA0817
 KA0817  HISTORY     - Date     Condition        Report By
 KA0817  HISTORY     - 1946     MONUMENTED       CGS
 KA0817  HISTORY     - 20061213 MARK NOT FOUND   INDOT
 KA0817
 KA0817                          STATION DESCRIPTION
 KA0817
 KA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0817'1.3 MI W FROM BELLMORE.
 KA0817'ABOUT 1.3 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY HALL
 KA0817'AT BELLMORE, 245 FEET WEST OF A SIGN READING TURKEY RUN STATE
 KA0817'PARK-15 MILES 30 FEET SOUTHWEST OF A SINCLAIR GASOLINE SIGNBOARD,
 KA0817'100 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A MOBILGAS
 KA0817'SIGNBOARD, 96 FEET NORTHEAST OF THE EAST END OF A CABLE HIGHWAY
 KA0817'GUARD RAIL ON THE NORTH SIDE OF THE HIGHWAY, 9 FEET NORTHEAST
 KA0817'OF THE CORNER POST AT THE JUNCTION OF A WIRE FENCE AND A RAIL
 KA0817'FENCE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, STAMPED
 KA0817'S 71 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KA0817'INCHES ABOVE GROUND.
 KA0817
 KA0817                          STATION RECOVERY (2006)
 KA0817
 KA0817'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0817'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0805 ***********************************************************************
 KA0805  DESIGNATION -  S 73
 KA0805  PID         -  KA0805
 KA0805  STATE/COUNTY-  IN/PUTNAM
 KA0805  COUNTRY     -  US
 KA0805  USGS QUAD   -  GREENCASTLE (2019)
 KA0805
 KA0805                         *CURRENT SURVEY CONTROL
 KA0805  ______________________________________________________________________
 KA0805* NAD 83(1986) POSITION- 39 44 01.     (N) 086 52 08.     (W)   SCALED
 KA0805* NAVD 88 ORTHO HEIGHT -   273.021 (meters)      895.74  (feet) ADJUSTED
 KA0805  ______________________________________________________________________
 KA0805  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 KA0805  DYNAMIC HEIGHT  -        272.867 (meters)      895.23  (feet) COMP
 KA0805  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA0805
 KA0805  VERT ORDER      -  SECOND    CLASS 0
 KA0805
 KA0805.The horizontal coordinates were scaled from a map and have
 KA0805.an estimated accuracy of +/- 6 seconds.
 KA0805
 KA0805.The orthometric height was determined by differential leveling and
 KA0805.adjusted by the NATIONAL GEODETIC SURVEY
 KA0805.in June 1991.
 KA0805
 KA0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0805.GEOID18 height accuracy estimate available here.
 KA0805
 KA0805.Click photographs - Photos may exist for this station.
 KA0805
 KA0805.The dynamic height is computed by dividing the NAVD 88
 KA0805.geopotential number by the normal gravity value computed on the
 KA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0805.degrees latitude (g = 980.6199 gals.).
 KA0805
 KA0805.The modeled gravity was interpolated from observed gravity values.
 KA0805
 KA0805;                    North         East    Units  Estimated Accuracy
 KA0805;SPC IN W     -   497,960.      918,380.      MT  (+/- 180 meters Scaled)
 KA0805
 KA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112981(NAD 83)
 KA0805
 KA0805                          SUPERSEDED SURVEY CONTROL
 KA0805
 KA0805  NGVD 29 (??/??/92)  273.127  (m)          896.08   (f) ADJ UNCH    2 0
 KA0805
 KA0805.Superseded values are not recommended for survey control.
 KA0805
 KA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0805.See file dsdata.pdf to determine how the superseded data were derived.
 KA0805
 KA0805_MARKER: DB = BENCH MARK DISK
 KA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0805_STAMPING: S 73 1946
 KA0805_MARK LOGO: CGS
 KA0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0805+STABILITY: SURFACE MOTION
 KA0805
 KA0805  HISTORY     - Date     Condition        Report By
 KA0805  HISTORY     - 1946     MONUMENTED       CGS
 KA0805
 KA0805                          STATION DESCRIPTION
 KA0805
 KA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0805'1.5 MI N FROM BRICK CHAPEL.
 KA0805'ABOUT 1.5 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE M.E. CHURCH
 KA0805'AND CEMETERY AT BRICK CHAPEL, IN FRONT OF A SMALL WHITE CHURCH
 KA0805'BUILDING IN THE NORTHWEST QUARTER OF AN INTERSECTION WITH AN
 KA0805'EAST-WEST GRAVEL ROAD, 49.5 FEET SOUTHEAST OF THE NORTHEAST
 KA0805'CORNER OF THE CHURCH BUILDING, 27 FEET NORTH OF THE CENTER LINE
 KA0805'OF THE DRIVEWAY TO THE CHURCH, ABOUT MIDWAY BETWEEN TWO 18-INCH
 KA0805'LOCUST TREES NORTH OF THE DRIVEWAY, 51 FEET WEST OF THE CENTER
 KA0805'LINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 KA0805'AND ABOUT 2 FEET HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 KA0805'STAMPED S 73 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0805'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0740 ***********************************************************************
 KA0740  DESIGNATION -  S 74
 KA0740  PID         -  KA0740
 KA0740  STATE/COUNTY-  IN/PUTNAM
 KA0740  COUNTRY     -  US
 KA0740  USGS QUAD   -  ROACHDALE (2019)
 KA0740
 KA0740                         *CURRENT SURVEY CONTROL
 KA0740  ______________________________________________________________________
 KA0740* NAD 83(2011) POSITION- 39 47 02.22033(N) 086 48 08.61751(W)   ADJUSTED
 KA0740* NAD 83(2011) ELLIP HT-   249.908 (meters)        (11/08/18)   ADJUSTED
 KA0740* NAD 83(2011) EPOCH   -  2010.00
 KA0740* NAVD 88 ORTHO HEIGHT -   283.051 (meters)      928.64  (feet) ADJUSTED
 KA0740  ______________________________________________________________________
 KA0740  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 KA0740  NAD 83(2011) X  -    273,783.086 (meters)                     COMP
 KA0740  NAD 83(2011) Y  - -4,900,642.790 (meters)                     COMP
 KA0740  NAD 83(2011) Z  -  4,059,740.145 (meters)                     COMP
 KA0740  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 KA0740  DYNAMIC HEIGHT  -        282.894 (meters)      928.13  (feet) COMP
 KA0740  MODELED GRAVITY -    980,061.5   (mgal)                       NAVD 88
 KA0740
 KA0740  VERT ORDER      -  SECOND    CLASS 0
 KA0740
 KA0740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0740  Standards:
 KA0740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0740  -------------------------------------------------------------------
 KA0740  NETWORK    0.30   0.69           0.13   0.11   0.35      0.06773421
 KA0740  -------------------------------------------------------------------
 KA0740  Click here for local accuracies and other accuracy information.
 KA0740
 KA0740.The horizontal coordinates were established by GPS observations
 KA0740.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 KA0740
 KA0740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0740.been affixed to the stable North American tectonic plate. See 
 KA0740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0740
 KA0740.The horizontal coordinates are valid at the epoch date displayed above
 KA0740.which is a decimal equivalence of Year/Month/Day.
 KA0740
 KA0740.The orthometric height was determined by differential leveling and
 KA0740.adjusted by the NATIONAL GEODETIC SURVEY
 KA0740.in June 1991.
 KA0740
 KA0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0740.GEOID18 height accuracy estimate available here.
 KA0740
 KA0740.Click photographs - Photos may exist for this station.
 KA0740
 KA0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0740
 KA0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0740
 KA0740.The ellipsoidal height was determined by GPS observations
 KA0740.and is referenced to NAD 83.
 KA0740
 KA0740.The dynamic height is computed by dividing the NAVD 88
 KA0740.geopotential number by the normal gravity value computed on the
 KA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0740.degrees latitude (g = 980.6199 gals.).
 KA0740
 KA0740.The modeled gravity was interpolated from observed gravity values.
 KA0740
 KA0740. The following values were computed from the NAD 83(2011) position.
 KA0740
 KA0740;                    North         East     Units Scale Factor Converg.
 KA0740;SPC IN W     -   503,567.616   924,065.167   MT  0.99997379   +0 10 47.2
 KA0740;SPC IN W     - 1,652,121.42  3,031,703.80   sFT  0.99997379   +0 10 47.2
 KA0740;UTM  16      - 4,403,796.911   516,920.655   MT  0.99960352   +0 07 35.2
 KA0740
 KA0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0740!SPC IN W     -   0.99996080  x   0.99997379  =   0.99993459
 KA0740!UTM  16      -   0.99996080  x   0.99960352  =   0.99956433
 KA0740
 KA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1692003796(NAD 83)
 KA0740
 KA0740                          SUPERSEDED SURVEY CONTROL
 KA0740
 KA0740  NGVD 29 (??/??/92)  283.157  (m)          928.99   (f) ADJ UNCH    2 0
 KA0740
 KA0740.Superseded values are not recommended for survey control.
 KA0740
 KA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0740.See file dsdata.pdf to determine how the superseded data were derived.
 KA0740
 KA0740_MARKER: DB = BENCH MARK DISK
 KA0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0740_STAMPING: S 74 1946
 KA0740_MARK LOGO: CGS
 KA0740_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0740_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0740+STABILITY: SURFACE MOTION
 KA0740
 KA0740  HISTORY     - Date     Condition        Report By
 KA0740  HISTORY     - 1946     MONUMENTED       CGS
 KA0740  HISTORY     - 19870730 GOOD             NGS
 KA0740  HISTORY     - 20170313 GOOD             INDOT
 KA0740
 KA0740                          STATION DESCRIPTION
 KA0740
 KA0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0740'2 MI N FROM BAINBRIDGE.
 KA0740'ABOUT 2.05 MILES NORTH ALONG THE BAINBRIDGE-ROACHDALE ROAD FROM
 KA0740'THE POST OFFICE AT BAINBRIDGE, ABOUT 0.5 MILE SOUTH OF A JUNCTION
 KA0740'WITH A GRAVEL ROAD LEADING WEST, ABOUT 175 FEET SOUTH OF A CONCRETE
 KA0740'CULVERT UNDER THE MAIN ROAD, AT THE JUNCTION WITH A PRIVATE ROAD
 KA0740'LEADING EAST TO A FARM HOUSE, 57 FEET EAST OF THE CENTER LINE OF
 KA0740'THE MAIN ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 KA0740'76 FEET EAST AND ACROSS THE MAIN ROAD FROM POWER LINE POLE NUMBER
 KA0740'3-082-55, ALONG AN EAST-WEST FENCE LINE, 9 FEET EAST OF A TWIN-TRUNKED
 KA0740'ELM TREE, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET FROM A WHITE
 KA0740'WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.  A
 KA0740'STANDARD DISK, STAMPED S 74 1946 AND SET IN THE TOP OF A CONCRETE
 KA0740'POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0740
 KA0740                          STATION RECOVERY (1987)
 KA0740
 KA0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KA0740'FROM THE JUNCTION OF U.S. HIGHWAY 36 AND N. WASHINGTON STREET, ALSO
 KA0740'THE ROAD TO NORTH PUTNAM HIGH SCHOOL AND 0.3 MILE (0.5 KM) SOUTH OF
 KA0740'THE HIGH SCHOOL, AT THE STOPLIGHT IN BAINBRIDGE, GO NORTH ON N.
 KA0740'WASHINGTON STREET FOR 2.05 MILES (3.30 KM) TO A DRIVEWAY ON RIGHT AND
 KA0740'THE STATION.  LOCATED 76.0 FEET (23.2 M) EAST OF A UTILITY POLE, 57.0
 KA0740'FEET (17.4 M) EAST OF THE CENTER OF N. WASHINGTON STREET, 11.0 FEET
 KA0740'(3.4 M) SOUTH OF THE CENTER OF THE DRIVEWAY AND 1.0 FOOT (0.3 M)
 KA0740'NORTH OF A WIRE FENCE AND WITNESS POST, PROJECTING 4 INCHES.
 KA0740
 KA0740                          STATION RECOVERY (2017)
 KA0740
 KA0740'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (MAS)
 KA0740'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0584 ***********************************************************************
 KA0584  DESIGNATION -  S 75
 KA0584  PID         -  KA0584
 KA0584  STATE/COUNTY-  IN/HENDRICKS
 KA0584  COUNTRY     -  US
 KA0584  USGS QUAD   -  NORTH SALEM (2019)
 KA0584
 KA0584                         *CURRENT SURVEY CONTROL
 KA0584  ______________________________________________________________________
 KA0584* NAD 83(1986) POSITION- 39 51 36.     (N) 086 39 44.     (W)   SCALED
 KA0584* NAVD 88 ORTHO HEIGHT -   277.585 (meters)      910.71  (feet) ADJUSTED
 KA0584  ______________________________________________________________________
 KA0584  GEOID HEIGHT    -        -33.166 (meters)                     GEOID18
 KA0584  DYNAMIC HEIGHT  -        277.435 (meters)      910.22  (feet) COMP
 KA0584  MODELED GRAVITY -    980,077.5   (mgal)                       NAVD 88
 KA0584
 KA0584  VERT ORDER      -  SECOND    CLASS 0
 KA0584
 KA0584.The horizontal coordinates were scaled from a map and have
 KA0584.an estimated accuracy of +/- 6 seconds.
 KA0584
 KA0584.The orthometric height was determined by differential leveling and
 KA0584.adjusted by the NATIONAL GEODETIC SURVEY
 KA0584.in June 1991.
 KA0584
 KA0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0584.GEOID18 height accuracy estimate available here.
 KA0584
 KA0584.Click photographs - Photos may exist for this station.
 KA0584
 KA0584.The dynamic height is computed by dividing the NAVD 88
 KA0584.geopotential number by the normal gravity value computed on the
 KA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0584.degrees latitude (g = 980.6199 gals.).
 KA0584
 KA0584.The modeled gravity was interpolated from observed gravity values.
 KA0584
 KA0584;                    North         East    Units  Estimated Accuracy
 KA0584;SPC IN W     -   512,060.      936,030.      MT  (+/- 180 meters Scaled)
 KA0584
 KA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK288122(NAD 83)
 KA0584
 KA0584                          SUPERSEDED SURVEY CONTROL
 KA0584
 KA0584  NGVD 29 (??/??/92)  277.696  (m)          911.07   (f) ADJ UNCH    2 0
 KA0584
 KA0584.Superseded values are not recommended for survey control.
 KA0584
 KA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0584.See file dsdata.pdf to determine how the superseded data were derived.
 KA0584
 KA0584_MARKER: DB = BENCH MARK DISK
 KA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0584_STAMPING: S 75 1946
 KA0584_MARK LOGO: CGS
 KA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0584+STABILITY: SURFACE MOTION
 KA0584
 KA0584  HISTORY     - Date     Condition        Report By
 KA0584  HISTORY     - 1946     MONUMENTED       CGS
 KA0584
 KA0584                          STATION DESCRIPTION
 KA0584
 KA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0584'1.1 MI W FROM NORTH SALEM.
 KA0584'ABOUT 1.1 MILE WEST ALONG STATE HIGHWAY 136 FROM THE CHURCH OF
 KA0584'CHRIST AT NORTH SALEM, ABOUT 325 FEET EAST OF THE CENTER OF THE
 KA0584'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 37 FEET SOUTH OF
 KA0584'THE CENTER LINE OF THE HIGHWAY, 38.5 FEET WEST OF POWER LINE POLE
 KA0584'NUMBER 202-172, 12 FEET EAST OF THE CENTER LINE OF A FIELD
 KA0584'ENTRANCE ROAD, 7 FEET SOUTHEAST OF THE SOUTH END OF THE EAST
 KA0584'CONCRETE HEADWALL OF A 12-INCH STEEL PIPE CULVERT UNDER THE
 KA0584'FIELD ENTRANCE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST
 KA0584'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED S 75
 KA0584'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA0584'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0315 ***********************************************************************
 KA0315  DESIGNATION -  S 76
 KA0315  PID         -  KA0315
 KA0315  STATE/COUNTY-  IN/MORGAN
 KA0315  COUNTRY     -  US
 KA0315  USGS QUAD   -  MARTINSVILLE (2019)
 KA0315
 KA0315                         *CURRENT SURVEY CONTROL
 KA0315  ______________________________________________________________________
 KA0315* NAD 83(1986) POSITION- 39 29 57.     (N) 086 27 14.     (W)   SCALED
 KA0315* NAVD 88 ORTHO HEIGHT -   192.152 (meters)      630.42  (feet) ADJUSTED
 KA0315  ______________________________________________________________________
 KA0315  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KA0315  DYNAMIC HEIGHT  -        192.045 (meters)      630.07  (feet) COMP
 KA0315  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 KA0315
 KA0315  VERT ORDER      -  SECOND    CLASS 0
 KA0315
 KA0315.The horizontal coordinates were scaled from a map and have
 KA0315.an estimated accuracy of +/- 6 seconds.
 KA0315
 KA0315.The orthometric height was determined by differential leveling and
 KA0315.adjusted by the NATIONAL GEODETIC SURVEY
 KA0315.in June 1991.
 KA0315
 KA0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0315.GEOID18 height accuracy estimate available here.
 KA0315
 KA0315.Click photographs - Photos may exist for this station.
 KA0315
 KA0315.The dynamic height is computed by dividing the NAVD 88
 KA0315.geopotential number by the normal gravity value computed on the
 KA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0315.degrees latitude (g = 980.6199 gals.).
 KA0315
 KA0315.The modeled gravity was interpolated from observed gravity values.
 KA0315
 KA0315;                    North         East    Units  Estimated Accuracy
 KA0315;SPC IN W     -   472,100.      954,140.      MT  (+/- 180 meters Scaled)
 KA0315
 KA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ469723(NAD 83)
 KA0315
 KA0315                          SUPERSEDED SURVEY CONTROL
 KA0315
 KA0315  NGVD 29 (??/??/92)  192.276  (m)          630.83   (f) ADJ UNCH    2 0
 KA0315
 KA0315.Superseded values are not recommended for survey control.
 KA0315
 KA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0315.See file dsdata.pdf to determine how the superseded data were derived.
 KA0315
 KA0315_MARKER: DB = BENCH MARK DISK
 KA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0315_STAMPING: S 76 1946
 KA0315_MARK LOGO: CGS
 KA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0315+STABILITY: SURFACE MOTION
 KA0315
 KA0315  HISTORY     - Date     Condition        Report By
 KA0315  HISTORY     - 1946     MONUMENTED       CGS
 KA0315  HISTORY     - 1966     MARK NOT FOUND
 KA0315
 KA0315                          STATION DESCRIPTION
 KA0315
 KA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0315'6.2 MI S FROM MONROVIA.
 KA0315'ALONG STATE HIGHWAY 39 ABOUT 6.15 MILES SOUTH OF THE HIGH SCHOOL
 KA0315'BUILDING AT MONROVIA AND ABOUT 6.65 MILES NORTH OF THE COURT
 KA0315'HOUSE AT MARTINSVILLE, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KA0315'THE M. PARKER FARM HOUSE, 21 FEET SOUTH OF THE CENTER LINE OF
 KA0315'THE DRIVEWAY, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15
 KA0315'FEET SOUTH OF THE SOUTH GATE POST AT THE DRIVE WAY ENTRANCE,
 KA0315'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 KA0315'LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED S 76 1946 AND
 KA0315'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA0315'GROUND.  NOTE-- AREA NOW DIRT FILLED LEVEL WITH HIGHWAY 39.
 KA0315
 KA0315                          STATION RECOVERY (1966)
 KA0315
 KA0315'RECOVERED 1966
 KA0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0228 ***********************************************************************
 KA0228  DESIGNATION -  S 77
 KA0228  PID         -  KA0228
 KA0228  STATE/COUNTY-  IN/HENDRICKS
 KA0228  COUNTRY     -  US
 KA0228  USGS QUAD   -  FAYETTE (2019)
 KA0228
 KA0228                         *CURRENT SURVEY CONTROL
 KA0228  ______________________________________________________________________
 KA0228* NAD 83(1986) POSITION- 39 53 53.99   (N) 086 23 33.32   (W)   HD_HELD1
 KA0228* NAVD 88 ORTHO HEIGHT -   274.540 (meters)      900.72  (feet) ADJUSTED
 KA0228  ______________________________________________________________________
 KA0228  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 KA0228  DYNAMIC HEIGHT  -        274.389 (meters)      900.22  (feet) COMP
 KA0228  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 KA0228
 KA0228  VERT ORDER      -  SECOND    CLASS 0
 KA0228
 KA0228.The horizontal coordinates were determined by differentially corrected
 KA0228.hand held GPS observations or other comparable positioning techniques
 KA0228.and have an estimated accuracy of +/- 3 meters.
 KA0228
 KA0228.The orthometric height was determined by differential leveling and
 KA0228.adjusted by the NATIONAL GEODETIC SURVEY
 KA0228.in June 1991.
 KA0228
 KA0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0228.GEOID18 height accuracy estimate available here.
 KA0228
 KA0228.Click photographs - Photos may exist for this station.
 KA0228
 KA0228.The dynamic height is computed by dividing the NAVD 88
 KA0228.geopotential number by the normal gravity value computed on the
 KA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0228.degrees latitude (g = 980.6199 gals.).
 KA0228
 KA0228.The modeled gravity was interpolated from observed gravity values.
 KA0228
 KA0228;                    North         East    Units  Estimated Accuracy
 KA0228;SPC IN W     -   516,457.7     959,071.0     MT  (+/- 3 meters HH1 GPS) 
 KA0228
 KA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5192516649(NAD 83)
 KA0228
 KA0228                          SUPERSEDED SURVEY CONTROL
 KA0228
 KA0228  NGVD 29 (??/??/92)  274.648  (m)          901.07   (f) ADJ UNCH    2 0
 KA0228
 KA0228.Superseded values are not recommended for survey control.
 KA0228
 KA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0228.See file dsdata.pdf to determine how the superseded data were derived.
 KA0228
 KA0228_MARKER: DD = SURVEY DISK
 KA0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0228_SP_SET: BOX CULVERT HEADWALL
 KA0228_STAMPING: S 77 1946
 KA0228_MARK LOGO: INHD
 KA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0228+STABILITY: SURFACE MOTION
 KA0228
 KA0228  HISTORY     - Date     Condition        Report By
 KA0228  HISTORY     - 1946     MONUMENTED       INHD
 KA0228  HISTORY     - 1946     GOOD             CGS
 KA0228  HISTORY     - 20170404 MARK NOT FOUND   INDIV
 KA0228
 KA0228                          STATION DESCRIPTION
 KA0228
 KA0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0228'2.3 MI S FROM WHITE LICK.
 KA0228'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0228'ROADS AT WHITE LICK, SET IN THE TOP OF THE NORTH END OF THE
 KA0228'EAST HEADWALL OF A 8-FOOT CONCRETE BOX CULVERT, 23 FEET EAST
 KA0228'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 KA0228'HIGHWAY.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD DISK,
 KA0228'STAMPED S 77 1946.
 KA0228
 KA0228                          STATION RECOVERY (2017)
 KA0228
 KA0228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 KA0228'ORIGINAL MARK WAS NOT LOCATED AND ASSUMED DESTROYED. THE ORIGINAL BOX
 KA0228'
 KA0228'CULVERT HAS BEEN REPLACED AND THE NEW ONE IS LOCATED 48 FEET EAST OF
 KA0228'
 KA0228'THE CENTER LINE OF HIGHWAY 267 AND 5 FEET BELOW THE HIGHWAY SURFACE.
 KA0228'
 KA0228'AFTER SEVERAL SWEEPS WITH THE METAL DETECTOR AND SOME EXPLORATORY
 KA0228'DIGGING, THE ORIGINAL DISK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0219 ***********************************************************************
 KA0219  DESIGNATION -  S 79
 KA0219  PID         -  KA0219
 KA0219  STATE/COUNTY-  IN/MARION
 KA0219  COUNTRY     -  US
 KA0219  USGS QUAD   -  CARMEL (2019)
 KA0219
 KA0219                         *CURRENT SURVEY CONTROL
 KA0219  ______________________________________________________________________
 KA0219* NAD 83(1986) POSITION- 39 55 36.     (N) 086 09 29.     (W)   SCALED
 KA0219* NAVD 88 ORTHO HEIGHT -   254.757 (meters)      835.82  (feet) ADJUSTED
 KA0219  ______________________________________________________________________
 KA0219  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 KA0219  DYNAMIC HEIGHT  -        254.617 (meters)      835.36  (feet) COMP
 KA0219  MODELED GRAVITY -    980,068.9   (mgal)                       NAVD 88
 KA0219
 KA0219  VERT ORDER      -  SECOND    CLASS 0
 KA0219
 KA0219.The horizontal coordinates were scaled from a map and have
 KA0219.an estimated accuracy of +/- 6 seconds.
 KA0219
 KA0219.The orthometric height was determined by differential leveling and
 KA0219.adjusted by the NATIONAL GEODETIC SURVEY
 KA0219.in June 1991.
 KA0219
 KA0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0219.GEOID18 height accuracy estimate available here.
 KA0219
 KA0219.Click photographs - Photos may exist for this station.
 KA0219
 KA0219.The dynamic height is computed by dividing the NAVD 88
 KA0219.geopotential number by the normal gravity value computed on the
 KA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0219.degrees latitude (g = 980.6199 gals.).
 KA0219
 KA0219.The modeled gravity was interpolated from observed gravity values.
 KA0219
 KA0219;                    North         East    Units  Estimated Accuracy
 KA0219;SPC IN E     -   519,490.       58,000.      MT  (+/- 180 meters Scaled)
 KA0219
 KA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK719199(NAD 83)
 KA0219
 KA0219                          SUPERSEDED SURVEY CONTROL
 KA0219
 KA0219  NGVD 29 (??/??/92)  254.885  (m)          836.24   (f) ADJ UNCH    2 0
 KA0219
 KA0219.Superseded values are not recommended for survey control.
 KA0219
 KA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0219.See file dsdata.pdf to determine how the superseded data were derived.
 KA0219
 KA0219_MARKER: DB = BENCH MARK DISK
 KA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0219_STAMPING: S 79 1946
 KA0219_MARK LOGO: CGS
 KA0219_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0219+STABILITY: SURFACE MOTION
 KA0219
 KA0219  HISTORY     - Date     Condition        Report By
 KA0219  HISTORY     - 1946     MONUMENTED       CGS
 KA0219  HISTORY     - 1973     GOOD             NGS
 KA0219  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0219
 KA0219                          STATION DESCRIPTION
 KA0219
 KA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0219'4.6 MI SW FROM CARMEL.
 KA0219'ABOUT 3.5 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0219'LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 1.15
 KA0219'MILE WEST ALONG THE HAMILTON-MARION COUNTY LINE ROAD, AT THE
 KA0219'INTERSECTION WITH U.S. HIGHWAY 31, 26 FEET SOUTH OF THE CENTER
 KA0219'LINE OF THE COUNTY LINE ROAD, 47 FEET WEST OF THE CENTER
 KA0219'LINE OF HIGHWAY 31, 11.5 FEET WEST OF THE SOUTH END OF A
 KA0219'16-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE COUNTY LINE
 KA0219'ROAD, 1.3 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT
 KA0219'1 FOOT ABOVE THE LEVEL OF THE INTERSECTION.  A STANDARD DISK,
 KA0219'STAMPED S 79 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0219'PROJECTING 5 INCHES ABOVE GROUND.
 KA0219
 KA0219                          STATION RECOVERY (1973)
 KA0219
 KA0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0219'RECOVERED IN GOOD CONDITION.
 KA0219
 KA0219                          STATION RECOVERY (1976)
 KA0219
 KA0219'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1343 ***********************************************************************
 MD1343  DESIGNATION -  S 8
 MD1343  PID         -  MD1343
 MD1343  STATE/COUNTY-  IN/ELKHART
 MD1343  COUNTRY     -  US
 MD1343  USGS QUAD   -  GOSHEN (2019)
 MD1343
 MD1343                         *CURRENT SURVEY CONTROL
 MD1343  ______________________________________________________________________
 MD1343* NAD 83(1986) POSITION- 41 31 36.     (N) 085 49 34.     (W)   SCALED
 MD1343* NAVD 88 ORTHO HEIGHT -   246.338 (meters)      808.19  (feet) ADJUSTED
 MD1343  ______________________________________________________________________
 MD1343  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 MD1343  DYNAMIC HEIGHT  -        246.240 (meters)      807.87  (feet) COMP
 MD1343  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 MD1343
 MD1343  VERT ORDER      -  FIRST     CLASS II
 MD1343
 MD1343.The horizontal coordinates were scaled from a map and have
 MD1343.an estimated accuracy of +/- 6 seconds.
 MD1343
 MD1343.The orthometric height was determined by differential leveling and
 MD1343.adjusted by the NATIONAL GEODETIC SURVEY
 MD1343.in June 1991.
 MD1343
 MD1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1343.GEOID18 height accuracy estimate available here.
 MD1343
 MD1343.Click photographs - Photos may exist for this station.
 MD1343
 MD1343.The dynamic height is computed by dividing the NAVD 88
 MD1343.geopotential number by the normal gravity value computed on the
 MD1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1343.degrees latitude (g = 980.6199 gals.).
 MD1343
 MD1343.The modeled gravity was interpolated from observed gravity values.
 MD1343
 MD1343;                    North         East    Units  Estimated Accuracy
 MD1343;SPC IN E     -   697,060.       86,690.      MT  (+/- 180 meters Scaled)
 MD1343
 MD1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL979978(NAD 83)
 MD1343
 MD1343                          SUPERSEDED SURVEY CONTROL
 MD1343
 MD1343  NGVD 29 (??/??/92)  246.462  (m)          808.60   (f) ADJ UNCH    1 2
 MD1343
 MD1343.Superseded values are not recommended for survey control.
 MD1343
 MD1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1343.See file dsdata.pdf to determine how the superseded data were derived.
 MD1343
 MD1343_MARKER: DB = BENCH MARK DISK
 MD1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1343_SP_SET: ABUTMENT
 MD1343_STAMPING: S 8 1916
 MD1343_MARK LOGO: CGS
 MD1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1343
 MD1343  HISTORY     - Date     Condition        Report By
 MD1343  HISTORY     - 1916     MONUMENTED       CGS
 MD1343  HISTORY     - 1946     MARK NOT FOUND   CGS
 MD1343  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1343  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1343
 MD1343                          STATION DESCRIPTION
 MD1343
 MD1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1343'1.8 MI N FROM NEW PARIS.
 MD1343'1.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1343'STATION AT NEW PARIS, AT BRIDGE NO. 119, AND ON THE WEST END OF
 MD1343'THE NORTH ABUTMENT.  FOUND THE ABUTMENT AT THE DESCRIBED LOCATION
 MD1343'TO BE COVERED BY A BRIDGE TIMBER, ATTEMPTED TO GET PERMISSION
 MD1343'FROM LOCAL RAILROAD OFFICIALS TO CUT OFF THE END OF THE TIMBER
 MD1343'TO SEARCH FOR THE MARK BUT PERMISSION WAS NOT GRANTED.
 MD1343
 MD1343                          STATION RECOVERY (1993)
 MD1343
 MD1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1343'THERE IS NO LONGER AN ABUTMENT AT THIS LOCATION.
 MD1343
 MD1343                          STATION RECOVERY (2018)
 MD1343
 MD1343'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1343'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0464 ***********************************************************************
 JA0464  DESIGNATION -  S 8 HAR
 JA0464  PID         -  JA0464
 JA0464  STATE/COUNTY-  IN/HARRISON
 JA0464  COUNTRY     -  US
 JA0464  USGS QUAD   -  MAUCKPORT (2019)
 JA0464
 JA0464                         *CURRENT SURVEY CONTROL
 JA0464  ______________________________________________________________________
 JA0464* NAD 83(1986) POSITION- 38 01 18.     (N) 086 11 58.     (W)   SCALED
 JA0464* NAVD 88 ORTHO HEIGHT -   129.200 (meters)      423.88  (feet) ADJUSTED
 JA0464  ______________________________________________________________________
 JA0464  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 JA0464  DYNAMIC HEIGHT  -        129.109 (meters)      423.59  (feet) COMP
 JA0464  MODELED GRAVITY -    979,924.6   (mgal)                       NAVD 88
 JA0464
 JA0464  VERT ORDER      -  FIRST     CLASS II
 JA0464
 JA0464.The horizontal coordinates were scaled from a map and have
 JA0464.an estimated accuracy of +/- 6 seconds.
 JA0464
 JA0464.The orthometric height was determined by differential leveling and
 JA0464.adjusted by the NATIONAL GEODETIC SURVEY
 JA0464.in June 1991.
 JA0464
 JA0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0464.GEOID18 height accuracy estimate available here.
 JA0464
 JA0464.Click photographs - Photos may exist for this station.
 JA0464
 JA0464.The dynamic height is computed by dividing the NAVD 88
 JA0464.geopotential number by the normal gravity value computed on the
 JA0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0464.degrees latitude (g = 980.6199 gals.).
 JA0464
 JA0464.The modeled gravity was interpolated from observed gravity values.
 JA0464
 JA0464;                    North         East    Units  Estimated Accuracy
 JA0464;SPC IN E     -   308,030.       53,220.      MT  (+/- 180 meters Scaled)
 JA0464
 JA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH702085(NAD 83)
 JA0464
 JA0464                          SUPERSEDED SURVEY CONTROL
 JA0464
 JA0464  NGVD 29 (??/??/92)  129.316  (m)          424.26   (f) ADJ UNCH    1 2
 JA0464
 JA0464.Superseded values are not recommended for survey control.
 JA0464
 JA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0464.See file dsdata.pdf to determine how the superseded data were derived.
 JA0464
 JA0464_MARKER: DB = BENCH MARK DISK
 JA0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0464_SP_SET: BRIDGE
 JA0464_STAMPING: HAR S 8 424.13
 JA0464_MARK LOGO: INHD
 JA0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0464
 JA0464  HISTORY     - Date     Condition        Report By
 JA0464  HISTORY     - UNK      MONUMENTED       INHD
 JA0464  HISTORY     - 1965     GOOD             CGS
 JA0464
 JA0464                          STATION DESCRIPTION
 JA0464
 JA0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0464'0.4 MI W FROM MAUCKPORT.
 JA0464'0.35 WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0464'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, IN SECTION 4, T 6 S,
 JA0464'R 3 E, SET IN THE TOP AND 15 FEET EAST OF THE WEST END OF THE
 JA0464'NORTH CONCRETE CURBING OF A BRIDGE OVER A CREEK, 15 FEET NORTH
 JA0464'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE
 JA0464'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1228 ***********************************************************************
 KA1228  DESIGNATION -  S 81
 KA1228  PID         -  KA1228
 KA1228  STATE/COUNTY-  IN/VIGO
 KA1228  COUNTRY     -  US
 KA1228  USGS QUAD   -  SEELYVILLE (2019)
 KA1228
 KA1228                         *CURRENT SURVEY CONTROL
 KA1228  ______________________________________________________________________
 KA1228* NAD 83(1986) POSITION- 39 23 25.     (N) 087 18 18.     (W)   SCALED
 KA1228* NAVD 88 ORTHO HEIGHT -   174.364 (meters)      572.06  (feet) ADJUSTED
 KA1228  ______________________________________________________________________
 KA1228  GEOID HEIGHT    -        -32.722 (meters)                     GEOID18
 KA1228  DYNAMIC HEIGHT  -        174.263 (meters)      571.73  (feet) COMP
 KA1228  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 KA1228
 KA1228  VERT ORDER      -  FIRST     CLASS II
 KA1228
 KA1228.The horizontal coordinates were scaled from a map and have
 KA1228.an estimated accuracy of +/- 6 seconds.
 KA1228
 KA1228.The orthometric height was determined by differential leveling and
 KA1228.adjusted by the NATIONAL GEODETIC SURVEY
 KA1228.in June 1991.
 KA1228
 KA1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1228.GEOID18 height accuracy estimate available here.
 KA1228
 KA1228.Click photographs - Photos may exist for this station.
 KA1228
 KA1228.The dynamic height is computed by dividing the NAVD 88
 KA1228.geopotential number by the normal gravity value computed on the
 KA1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1228.degrees latitude (g = 980.6199 gals.).
 KA1228
 KA1228.The modeled gravity was interpolated from observed gravity values.
 KA1228
 KA1228;                    North         East    Units  Estimated Accuracy
 KA1228;SPC IN W     -   459,850.      880,900.      MT  (+/- 180 meters Scaled)
 KA1228
 KA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ737601(NAD 83)
 KA1228
 KA1228                          SUPERSEDED SURVEY CONTROL
 KA1228
 KA1228  NGVD 29 (??/??/92)  174.473  (m)          572.42   (f) ADJ UNCH    1 2
 KA1228
 KA1228.Superseded values are not recommended for survey control.
 KA1228
 KA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1228.See file dsdata.pdf to determine how the superseded data were derived.
 KA1228
 KA1228_MARKER: DB = BENCH MARK DISK
 KA1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1228_STAMPING: S 81 1946
 KA1228_MARK LOGO: CGS
 KA1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1228+STABILITY: SURFACE MOTION
 KA1228
 KA1228  HISTORY     - Date     Condition        Report By
 KA1228  HISTORY     - 1946     MONUMENTED       CGS
 KA1228  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1228
 KA1228                          STATION DESCRIPTION
 KA1228
 KA1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1228'AT RILEY.
 KA1228'AT RILEY, ALONG THE NEW YORK CENTRAL RAILROAD, AT THE CROSSING
 KA1228'OF STATE HIGHWAY 159, ABOUT 0.4 MILE WEST OF THE POST OFFICE AT
 KA1228'RILEY, 44 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA1228'THE TRACK, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7.5
 KA1228'FEET NORTHWEST OF TELEPHONE POLE NO. 5254, 12 FEET SOUTHWEST OF
 KA1228'THE EAST END OF THE RIGHT-OF-WAY FENCE, 4 FEET SOUTH OF THE FENCE
 KA1228'LINE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1228'DISK, STAMPED S 81 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1228'PROJECTING 4 INCHES ABOVE GROUND.
 KA1228
 KA1228                          STATION RECOVERY (1985)
 KA1228
 KA1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0913 ***********************************************************************
 KA0913  DESIGNATION -  S 82
 KA0913  PID         -  KA0913
 KA0913  STATE/COUNTY-  IN/VIGO
 KA0913  COUNTRY     -  US
 KA0913  USGS QUAD   -  ROSEDALE (2019)
 KA0913
 KA0913                         *CURRENT SURVEY CONTROL
 KA0913  ______________________________________________________________________
 KA0913* NAD 83(1986) POSITION- 39 30 55.     (N) 087 21 37.     (W)   SCALED
 KA0913* NAVD 88 ORTHO HEIGHT -   152.945 (meters)      501.79  (feet) ADJUSTED
 KA0913  ______________________________________________________________________
 KA0913  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 KA0913  DYNAMIC HEIGHT  -        152.857 (meters)      501.50  (feet) COMP
 KA0913  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 KA0913
 KA0913  VERT ORDER      -  FIRST     CLASS II
 KA0913
 KA0913.The horizontal coordinates were scaled from a map and have
 KA0913.an estimated accuracy of +/- 6 seconds.
 KA0913
 KA0913.The orthometric height was determined by differential leveling and
 KA0913.adjusted by the NATIONAL GEODETIC SURVEY
 KA0913.in June 1991.
 KA0913
 KA0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0913.GEOID18 height accuracy estimate available here.
 KA0913
 KA0913.Click photographs - Photos may exist for this station.
 KA0913
 KA0913.The dynamic height is computed by dividing the NAVD 88
 KA0913.geopotential number by the normal gravity value computed on the
 KA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0913.degrees latitude (g = 980.6199 gals.).
 KA0913
 KA0913.The modeled gravity was interpolated from observed gravity values.
 KA0913
 KA0913;                    North         East    Units  Estimated Accuracy
 KA0913;SPC IN W     -   473,740.      876,190.      MT  (+/- 180 meters Scaled)
 KA0913
 KA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ690740(NAD 83)
 KA0913
 KA0913                          SUPERSEDED SURVEY CONTROL
 KA0913
 KA0913  NGVD 29 (??/??/92)  153.051  (m)          502.13   (f) ADJ UNCH    1 2
 KA0913
 KA0913.Superseded values are not recommended for survey control.
 KA0913
 KA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0913.See file dsdata.pdf to determine how the superseded data were derived.
 KA0913
 KA0913_MARKER: DB = BENCH MARK DISK
 KA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0913_STAMPING: S 82 1946
 KA0913_MARK LOGO: CGS
 KA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0913+STABILITY: SURFACE MOTION
 KA0913
 KA0913  HISTORY     - Date     Condition        Report By
 KA0913  HISTORY     - 1946     MONUMENTED       CGS
 KA0913  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0913
 KA0913                          STATION DESCRIPTION
 KA0913
 KA0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0913'3.8 MI NE FROM TERRE HAUTE.
 KA0913'ABOUT 3.8 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0913'FROM THE STATION AT TERRE HAUTE, AT A BRICK ROAD CROSSING, 23
 KA0913'FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF
 KA0913'AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTHWEST TRACK, 3
 KA0913'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE SIGNAL
 KA0913'CONTROL HOUSE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 KA0913'A STANDARD DISK, STAMPED S 82 1946 AND SET IN THE TOP OF A
 KA0913'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KA0913
 KA0913                          STATION RECOVERY (1985)
 KA0913
 KA0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0913'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0474 ***********************************************************************
 KA0474  DESIGNATION -  S 83
 KA0474  PID         -  KA0474
 KA0474  STATE/COUNTY-  IN/OWEN
 KA0474  COUNTRY     -  US
 KA0474  USGS QUAD   -  SPENCER (2019)
 KA0474
 KA0474                         *CURRENT SURVEY CONTROL
 KA0474  ______________________________________________________________________
 KA0474* NAD 83(1986) POSITION- 39 18 23.     (N) 086 46 07.     (W)   SCALED
 KA0474* NAVD 88 ORTHO HEIGHT -   219.916 (meters)      721.51  (feet) ADJUSTED
 KA0474  ______________________________________________________________________
 KA0474  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 KA0474  DYNAMIC HEIGHT  -        219.786 (meters)      721.08  (feet) COMP
 KA0474  MODELED GRAVITY -    980,034.1   (mgal)                       NAVD 88
 KA0474
 KA0474  VERT ORDER      -  SECOND    CLASS 0
 KA0474
 KA0474.The horizontal coordinates were scaled from a map and have
 KA0474.an estimated accuracy of +/- 6 seconds.
 KA0474
 KA0474.The orthometric height was determined by differential leveling and
 KA0474.adjusted by the NATIONAL GEODETIC SURVEY
 KA0474.in June 1991.
 KA0474
 KA0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0474.GEOID18 height accuracy estimate available here.
 KA0474
 KA0474.Click photographs - Photos may exist for this station.
 KA0474
 KA0474.The dynamic height is computed by dividing the NAVD 88
 KA0474.geopotential number by the normal gravity value computed on the
 KA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0474.degrees latitude (g = 980.6199 gals.).
 KA0474
 KA0474.The modeled gravity was interpolated from observed gravity values.
 KA0474
 KA0474;                    North         East    Units  Estimated Accuracy
 KA0474;SPC IN W     -   450,560.      927,140.      MT  (+/- 180 meters Scaled)
 KA0474
 KA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ199508(NAD 83)
 KA0474
 KA0474                          SUPERSEDED SURVEY CONTROL
 KA0474
 KA0474  NGVD 29 (??/??/92)  220.042  (m)          721.92   (f) ADJ UNCH    2 0
 KA0474
 KA0474.Superseded values are not recommended for survey control.
 KA0474
 KA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0474.See file dsdata.pdf to determine how the superseded data were derived.
 KA0474
 KA0474_MARKER: DB = BENCH MARK DISK
 KA0474_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0474_SP_SET: CULVERT HEADWALL
 KA0474_STAMPING: S 83 1946
 KA0474_MARK LOGO: CGS
 KA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0474+STABILITY: SURFACE MOTION
 KA0474
 KA0474  HISTORY     - Date     Condition        Report By
 KA0474  HISTORY     - 1946     MONUMENTED       CGS
 KA0474
 KA0474                          STATION DESCRIPTION
 KA0474
 KA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0474'1.8 MI N FROM SPENCER.
 KA0474'1.8 MILES NORTH ALONG A GRAVEL ROAD LEADING TO CUBA FROM
 KA0474'THE COURT HOUSE AT SPENCER, SET IN THE TOP OF THE NORTH END OF
 KA0474'THE WEST HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 17 FEET
 KA0474'WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.  A
 KA0474'STANDARD DISK, STAMPED S 83 1946, SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0369 ***********************************************************************
 KA0369  DESIGNATION -  S 84
 KA0369  PID         -  KA0369
 KA0369  STATE/COUNTY-  IN/OWEN
 KA0369  COUNTRY     -  US
 KA0369  USGS QUAD   -  FREEDOM (2019)
 KA0369
 KA0369                         *CURRENT SURVEY CONTROL
 KA0369  ______________________________________________________________________
 KA0369* NAD 83(1986) POSITION- 39 11 58.3    (N) 086 52 05.5    (W)   HD_HELD2
 KA0369* NAVD 88 ORTHO HEIGHT -   166.857 (meters)      547.43  (feet) ADJUSTED
 KA0369  ______________________________________________________________________
 KA0369  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KA0369  DYNAMIC HEIGHT  -        166.758 (meters)      547.11  (feet) COMP
 KA0369  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 KA0369
 KA0369  VERT ORDER      -  SECOND    CLASS 0
 KA0369
 KA0369.The horizontal coordinates were established by autonomous hand held GPS
 KA0369.observations and have an estimated accuracy of +/- 10 meters.
 KA0369
 KA0369.The orthometric height was determined by differential leveling and
 KA0369.adjusted by the NATIONAL GEODETIC SURVEY
 KA0369.in June 1991.
 KA0369
 KA0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0369.GEOID18 height accuracy estimate available here.
 KA0369
 KA0369.Click photographs - Photos may exist for this station.
 KA0369
 KA0369.The dynamic height is computed by dividing the NAVD 88
 KA0369.geopotential number by the normal gravity value computed on the
 KA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0369.degrees latitude (g = 980.6199 gals.).
 KA0369
 KA0369.The modeled gravity was interpolated from observed gravity values.
 KA0369
 KA0369;                    North         East    Units  Estimated Accuracy
 KA0369;SPC IN W     -   438,669.      918,584.      MT  (+/- 10 meters HH2 GPS)
 KA0369
 KA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1138138927(NAD 83)
 KA0369
 KA0369                          SUPERSEDED SURVEY CONTROL
 KA0369
 KA0369  NGVD 29 (??/??/92)  166.987  (m)          547.86   (f) ADJ UNCH    2 0
 KA0369
 KA0369.Superseded values are not recommended for survey control.
 KA0369
 KA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0369.See file dsdata.pdf to determine how the superseded data were derived.
 KA0369
 KA0369_MARKER: DB = BENCH MARK DISK
 KA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0369_STAMPING: S 84 1946
 KA0369_MARK LOGO: CGS
 KA0369_PROJECTION: PROJECTING
 KA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0369+STABILITY: SURFACE MOTION
 KA0369
 KA0369  HISTORY     - Date     Condition        Report By
 KA0369  HISTORY     - 1946     MONUMENTED       CGS
 KA0369
 KA0369                          STATION DESCRIPTION
 KA0369
 KA0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0369'0.6 MI S FROM FREEDOM.
 KA0369'0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0369'AT FREEDOM, 15 POLES SOUTH OF MILE POST 63, AT A PRIVATE ROAD
 KA0369'CROSSING, 35 FEET WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER
 KA0369'LINE OF THE TRACK, 26 FEET NORTH OF THE CENTER LINE OF THE
 KA0369'PRIVATE ROAD, 23.5 FEET NORTHEAST OF A FENCE CORNER, 10 FEET
 KA0369'EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A WHITE
 KA0369'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 84 1946 AND SET
 KA0369'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 KA0369'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1035 ***********************************************************************
 KA1035  DESIGNATION -  S 85
 KA1035  PID         -  KA1035
 KA1035  STATE/COUNTY-  IN/PARKE
 KA1035  COUNTRY     -  US
 KA1035  USGS QUAD   -  MECCA (2019)
 KA1035
 KA1035                         *CURRENT SURVEY CONTROL
 KA1035  ______________________________________________________________________
 KA1035* NAD 83(1986) POSITION- 39 41 59.     (N) 087 20 04.     (W)   SCALED
 KA1035* NAVD 88 ORTHO HEIGHT -   162.688 (meters)      533.75  (feet) ADJUSTED
 KA1035  ______________________________________________________________________
 KA1035  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 KA1035  DYNAMIC HEIGHT  -        162.596 (meters)      533.45  (feet) COMP
 KA1035  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 KA1035
 KA1035  VERT ORDER      -  SECOND    CLASS 0
 KA1035
 KA1035.The horizontal coordinates were scaled from a map and have
 KA1035.an estimated accuracy of +/- 6 seconds.
 KA1035
 KA1035.The orthometric height was determined by differential leveling and
 KA1035.adjusted by the NATIONAL GEODETIC SURVEY
 KA1035.in June 1991.
 KA1035
 KA1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1035.GEOID18 height accuracy estimate available here.
 KA1035
 KA1035.Click photographs - Photos may exist for this station.
 KA1035
 KA1035.The dynamic height is computed by dividing the NAVD 88
 KA1035.geopotential number by the normal gravity value computed on the
 KA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1035.degrees latitude (g = 980.6199 gals.).
 KA1035
 KA1035.The modeled gravity was interpolated from observed gravity values.
 KA1035
 KA1035;                    North         East    Units  Estimated Accuracy
 KA1035;SPC IN W     -   494,210.      878,460.      MT  (+/- 180 meters Scaled)
 KA1035
 KA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ713944(NAD 83)
 KA1035
 KA1035                          SUPERSEDED SURVEY CONTROL
 KA1035
 KA1035  NGVD 29 (??/??/92)  162.791  (m)          534.09   (f) ADJ UNCH    2 0
 KA1035
 KA1035.Superseded values are not recommended for survey control.
 KA1035
 KA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1035.See file dsdata.pdf to determine how the superseded data were derived.
 KA1035
 KA1035_MARKER: DB = BENCH MARK DISK
 KA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1035_STAMPING: S 85 1946
 KA1035_MARK LOGO: CGS
 KA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1035+STABILITY: SURFACE MOTION
 KA1035
 KA1035  HISTORY     - Date     Condition        Report By
 KA1035  HISTORY     - 1946     MONUMENTED       CGS
 KA1035
 KA1035                          STATION DESCRIPTION
 KA1035
 KA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1035'4.8 MI NE FROM CLINTON.
 KA1035'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 63 FROM THE EAST END
 KA1035'OF THE WABASH RIVER BRIDGE AT CLINTON, THENCE ABOUT 3.85 MILES
 KA1035'NORTHEAST ALONG U.S. HIGHWAY 41, ABOUT 0.75 MILE SOUTHWEST OF THE
 KA1035'BALTIMORE AND OHIO RAILROAD CROSSING, 67.3 FEET NORTH AND ACROSS
 KA1035'THE HIGHWAY FROM N.I.P. CO. POWER POLE NO. 3 - 095, 109, 35.2
 KA1035'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 12 FOOT CONCRETE
 KA1035'BRIDGE, 30.1 FEET NORTHWEST OF AND ABOUT 1 FOOT BELOW THE CENTER
 KA1035'LINE OF THE HIGHWAY, 5 FEET SOUTH OF A 16 INCH ELM TREE, 5 FEET
 KA1035'SOUTHEAST OF A FENCE STRUNG ALONG TREES, AND 2 FEET NORTHEAST OF
 KA1035'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 85 1946
 KA1035'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KA1035'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0235 ***********************************************************************
 KA0235  DESIGNATION -  S 86
 KA0235  PID         -  KA0235
 KA0235  STATE/COUNTY-  IN/HENDRICKS
 KA0235  COUNTRY     -  US
 KA0235  USGS QUAD   -  BROWNSBURG (2019)
 KA0235
 KA0235                         *CURRENT SURVEY CONTROL
 KA0235  ______________________________________________________________________
 KA0235* NAD 83(1986) POSITION- 39 46 25.12   (N) 086 23 58.88   (W)   HD_HELD1
 KA0235* NAVD 88 ORTHO HEIGHT -   255.111 (meters)      836.98  (feet) ADJUSTED
 KA0235  ______________________________________________________________________
 KA0235  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 KA0235  DYNAMIC HEIGHT  -        254.973 (meters)      836.52  (feet) COMP
 KA0235  MODELED GRAVITY -    980,076.5   (mgal)                       NAVD 88
 KA0235
 KA0235  VERT ORDER      -  SECOND    CLASS 0
 KA0235
 KA0235.The horizontal coordinates were determined by differentially corrected
 KA0235.hand held GPS observations or other comparable positioning techniques
 KA0235.and have an estimated accuracy of +/- 3 meters.
 KA0235
 KA0235.The orthometric height was determined by differential leveling and
 KA0235.adjusted by the NATIONAL GEODETIC SURVEY
 KA0235.in June 1991.
 KA0235
 KA0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0235.GEOID18 height accuracy estimate available here.
 KA0235
 KA0235.Click photographs - Photos may exist for this station.
 KA0235
 KA0235.The dynamic height is computed by dividing the NAVD 88
 KA0235.geopotential number by the normal gravity value computed on the
 KA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0235.degrees latitude (g = 980.6199 gals.).
 KA0235
 KA0235.The modeled gravity was interpolated from observed gravity values.
 KA0235
 KA0235;                    North         East    Units  Estimated Accuracy
 KA0235;SPC IN W     -   502,609.2     958,569.6     MT  (+/- 3 meters HH1 GPS) 
 KA0235
 KA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5141102806(NAD 83)
 KA0235
 KA0235                          SUPERSEDED SURVEY CONTROL
 KA0235
 KA0235  NGVD 29 (??/??/92)  255.226  (m)          837.35   (f) ADJ UNCH    2 0
 KA0235
 KA0235.Superseded values are not recommended for survey control.
 KA0235
 KA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0235.See file dsdata.pdf to determine how the superseded data were derived.
 KA0235
 KA0235_MARKER: DB = BENCH MARK DISK
 KA0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0235_STAMPING: S 86 1946
 KA0235_MARK LOGO: CGS
 KA0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0235+STABILITY: SURFACE MOTION
 KA0235
 KA0235  HISTORY     - Date     Condition        Report By
 KA0235  HISTORY     - 1946     MONUMENTED       CGS
 KA0235  HISTORY     - 1978     GOOD             LOCSUR
 KA0235
 KA0235                          STATION DESCRIPTION
 KA0235
 KA0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0235'0.7 MI N FROM AVON.
 KA0235'ABOUT 0.7 MILE NORTH ALONG THE BROWNSBURG-AVON ROAD FROM THE
 KA0235'INTERSECTION WITH U.S. HIGHWAY 36 AT AVON, 0.5 MILE SOUTH OF
 KA0235'THE INTERSECTION WITH AN EAST-WEST MACADAM ROAD, 0.1 MILE NORTH
 KA0235'OF A SMALL CONCRETE BRIDGE, ABOUT 200 FEET NORTH OF A SMALL
 KA0235'WHITE FARM HOUSE, 46 FEET NORTH OF POWER LINE POLE NUMBER 65-028,
 KA0235'26 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH
 KA0235'OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING WEST TO A
 KA0235'FARM HOUSE ABOUT 225 YARDS WEST OF THE ROAD, 4.5 FEET SOUTHEAST
 KA0235'OF THE SOUTH BRICK GATE POST AT THE DRIVEWAY ENTRANCE, ABOUT
 KA0235'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST AND LEVEL WITH
 KA0235'THE ROAD.  A STANDARD DISK, STAMPED S 86 1946 AND SET IN THE TOP
 KA0235'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0235
 KA0235                          STATION RECOVERY (1978)
 KA0235
 KA0235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0807 ***********************************************************************
 LB0807  DESIGNATION -  S 87
 LB0807  PID         -  LB0807
 LB0807  STATE/COUNTY-  IN/MONTGOMERY
 LB0807  COUNTRY     -  US
 LB0807  USGS QUAD   -  DARLINGTON (2019)
 LB0807
 LB0807                         *CURRENT SURVEY CONTROL
 LB0807  ______________________________________________________________________
 LB0807* NAD 83(1986) POSITION- 40 06 43.54   (N) 086 49 55.09   (W)   HD_HELD1
 LB0807* NAVD 88 ORTHO HEIGHT -   240.846 (meters)      790.18  (feet) ADJUSTED
 LB0807  ______________________________________________________________________
 LB0807  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 LB0807  DYNAMIC HEIGHT  -        240.718 (meters)      789.76  (feet) COMP
 LB0807  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LB0807
 LB0807  VERT ORDER      -  SECOND    CLASS 0
 LB0807
 LB0807.The horizontal coordinates were determined by differentially corrected
 LB0807.hand held GPS observations or other comparable positioning techniques
 LB0807.and have an estimated accuracy of +/- 3 meters.
 LB0807
 LB0807.The orthometric height was determined by differential leveling and
 LB0807.adjusted by the NATIONAL GEODETIC SURVEY
 LB0807.in June 1991.
 LB0807
 LB0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0807.GEOID18 height accuracy estimate available here.
 LB0807
 LB0807.Click photographs - Photos may exist for this station.
 LB0807
 LB0807.The dynamic height is computed by dividing the NAVD 88
 LB0807.geopotential number by the normal gravity value computed on the
 LB0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0807.degrees latitude (g = 980.6199 gals.).
 LB0807
 LB0807.The modeled gravity was interpolated from observed gravity values.
 LB0807
 LB0807;                    North         East    Units  Estimated Accuracy
 LB0807;SPC IN W     -   539,994.0     921,429.1     MT  (+/- 3 meters HH1 GPS) 
 LB0807
 LB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1431940212(NAD 83)
 LB0807
 LB0807                          SUPERSEDED SURVEY CONTROL
 LB0807
 LB0807  NGVD 29 (??/??/92)  240.937  (m)          790.47   (f) ADJ UNCH    2 0
 LB0807
 LB0807.Superseded values are not recommended for survey control.
 LB0807
 LB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0807.See file dsdata.pdf to determine how the superseded data were derived.
 LB0807
 LB0807_MARKER: DB = BENCH MARK DISK
 LB0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0807_STAMPING: S 87 1946
 LB0807_MARK LOGO: CGS
 LB0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0807+STABILITY: SURFACE MOTION
 LB0807
 LB0807  HISTORY     - Date     Condition        Report By
 LB0807  HISTORY     - 1946     MONUMENTED       CGS
 LB0807
 LB0807                          STATION DESCRIPTION
 LB0807
 LB0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0807'3 MI NW FROM DARLINGTON.
 LB0807'ABOUT 1.0 MILE WEST AND NORTH ALONG A PAVED ROAD FROM THE
 LB0807'PENNSYLVANIA RAILROAD STATION AT DARLINGTON, THENCE ABOUT 2.05
 LB0807'MILES WEST ALONG A BLACK TOP ROAD, ABOUT 310 FEET EAST OF THE
 LB0807'CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, 27 FEET SOUTH OF
 LB0807'AND ABOUT 6 INCHES LOWER THAN THE CENTER LINE OF THE BLACK TOP
 LB0807'ROAD, 12 FEET WEST OF THE CENTER OF A PRIVATE DRIVE, 9 FEET
 LB0807'SOUTHWEST OF THE WEST END OF A 1 FOOT CORRUGATED CULVERT UNDER
 LB0807'THE DRIVE, 1.5 FEET SOUTHEAST OF THE CORNER POST AT A T FENCE
 LB0807'LEADING SOUTH, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 LB0807'STANDARD DISK, STAMPED S 87 1946 AND SET IN THE TOP OF A CONCRETE
 LB0807'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0802 ***********************************************************************
 LB0802  DESIGNATION -  S 88
 LB0802  PID         -  LB0802
 LB0802  STATE/COUNTY-  IN/TIPPECANOE
 LB0802  COUNTRY     -  US
 LB0802  USGS QUAD   -  ROMNEY (2019)
 LB0802
 LB0802                         *CURRENT SURVEY CONTROL
 LB0802  ______________________________________________________________________
 LB0802* NAD 83(1986) POSITION- 40 15 33.     (N) 086 57 02.     (W)   SCALED
 LB0802* NAVD 88 ORTHO HEIGHT -   229.324 (meters)      752.37  (feet) ADJUSTED
 LB0802  ______________________________________________________________________
 LB0802  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 LB0802  DYNAMIC HEIGHT  -        229.208 (meters)      751.99  (feet) COMP
 LB0802  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LB0802
 LB0802  VERT ORDER      -  SECOND    CLASS 0
 LB0802
 LB0802.The horizontal coordinates were scaled from a map and have
 LB0802.an estimated accuracy of +/- 6 seconds.
 LB0802
 LB0802.The orthometric height was determined by differential leveling and
 LB0802.adjusted by the NATIONAL GEODETIC SURVEY
 LB0802.in June 1991.
 LB0802
 LB0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0802.GEOID18 height accuracy estimate available here.
 LB0802
 LB0802.Click photographs - Photos may exist for this station.
 LB0802
 LB0802.The dynamic height is computed by dividing the NAVD 88
 LB0802.geopotential number by the normal gravity value computed on the
 LB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0802.degrees latitude (g = 980.6199 gals.).
 LB0802
 LB0802.The modeled gravity was interpolated from observed gravity values.
 LB0802
 LB0802;                    North         East    Units  Estimated Accuracy
 LB0802;SPC IN W     -   556,300.      911,300.      MT  (+/- 180 meters Scaled)
 LB0802
 LB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK042565(NAD 83)
 LB0802
 LB0802                          SUPERSEDED SURVEY CONTROL
 LB0802
 LB0802  NGVD 29 (??/??/92)  229.409  (m)          752.65   (f) ADJ UNCH    2 0
 LB0802
 LB0802.Superseded values are not recommended for survey control.
 LB0802
 LB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0802.See file dsdata.pdf to determine how the superseded data were derived.
 LB0802
 LB0802_MARKER: DB = BENCH MARK DISK
 LB0802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0802_SP_SET: CULVERT HEADWALL
 LB0802_STAMPING: S 88 1946
 LB0802_MARK LOGO: CGS
 LB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0802+STABILITY: SURFACE MOTION
 LB0802
 LB0802  HISTORY     - Date     Condition        Report By
 LB0802  HISTORY     - 1946     MONUMENTED       CGS
 LB0802  HISTORY     - 1966     GOOD             CGS
 LB0802
 LB0802                          STATION DESCRIPTION
 LB0802
 LB0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0802'2.4 MI W FROM ROMNEY.
 LB0802'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0802'WITH STATE HIGHWAY 43 AT ROMNEY, SET IN THE EAST END OF THE NORTH
 LB0802'HEAD WALL OF A 12 INCH CORRUGATED PIPE CULVERT, ABOUT 450 FEET
 LB0802'SOUTH OF A RED BARN ON THE NORTH SIDE OF THE ROAD, ABOUT 350 FEET
 LB0802'NORTHEAST AND ACROSS THE ROAD FROM A RED BARN ON THE SOUTH SIDE
 LB0802'OF THE ROAD, 56 FEET EAST OF THE CENTER LINE OF A DRIVE WAY
 LB0802'LEADING TO A WHITE TWO-STORY HOUSE, 17 FEET NORTH OF AND ABOUT
 LB0802'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET WEST OF
 LB0802'THE EAST END OF THE HEAD WALL.  A STANDARD DISK, STAMPED S 88
 LB0802'1946.
 LB0802
 LB0802                          STATION RECOVERY (1966)
 LB0802
 LB0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0824 ***********************************************************************
 LB0824  DESIGNATION -  S 89
 LB0824  PID         -  LB0824
 LB0824  STATE/COUNTY-  IN/TIPPECANOE
 LB0824  COUNTRY     -  US
 LB0824  USGS QUAD   -  ROMNEY (2019)
 LB0824
 LB0824                         *CURRENT SURVEY CONTROL
 LB0824  ______________________________________________________________________
 LB0824* NAD 83(1986) POSITION- 40 18 39.     (N) 086 54 08.     (W)   SCALED
 LB0824* NAVD 88 ORTHO HEIGHT -   209.633 (meters)      687.77  (feet) ADJUSTED
 LB0824  ______________________________________________________________________
 LB0824  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 LB0824  DYNAMIC HEIGHT  -        209.528 (meters)      687.43  (feet) COMP
 LB0824  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LB0824
 LB0824  VERT ORDER      -  SECOND    CLASS 0
 LB0824
 LB0824.The horizontal coordinates were scaled from a map and have
 LB0824.an estimated accuracy of +/- 6 seconds.
 LB0824
 LB0824.The orthometric height was determined by differential leveling and
 LB0824.adjusted by the NATIONAL GEODETIC SURVEY
 LB0824.in June 1991.
 LB0824
 LB0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0824.GEOID18 height accuracy estimate available here.
 LB0824
 LB0824.Click photographs - Photos may exist for this station.
 LB0824
 LB0824.The dynamic height is computed by dividing the NAVD 88
 LB0824.geopotential number by the normal gravity value computed on the
 LB0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0824.degrees latitude (g = 980.6199 gals.).
 LB0824
 LB0824.The modeled gravity was interpolated from observed gravity values.
 LB0824
 LB0824;                    North         East    Units  Estimated Accuracy
 LB0824;SPC IN W     -   562,050.      915,400.      MT  (+/- 180 meters Scaled)
 LB0824
 LB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK083622(NAD 83)
 LB0824
 LB0824                          SUPERSEDED SURVEY CONTROL
 LB0824
 LB0824  NGVD 29 (??/??/92)  209.719  (m)          688.05   (f) ADJ UNCH    2 0
 LB0824
 LB0824.Superseded values are not recommended for survey control.
 LB0824
 LB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0824.See file dsdata.pdf to determine how the superseded data were derived.
 LB0824
 LB0824_MARKER: DB = BENCH MARK DISK
 LB0824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0824_SP_SET: BOX CULVERT HEADWALL
 LB0824_STAMPING: S 89 1946
 LB0824_MARK LOGO: CGS
 LB0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0824+STABILITY: SURFACE MOTION
 LB0824
 LB0824  HISTORY     - Date     Condition        Report By
 LB0824  HISTORY     - 1946     MONUMENTED       CGS
 LB0824  HISTORY     - 1966     GOOD             CGS
 LB0824
 LB0824                          STATION DESCRIPTION
 LB0824
 LB0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0824'4 MI N FROM ROMNEY.
 LB0824'ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0824'OFFICE AT ROMNEY, SET IN THE NORTH END OF THE EAST HEAD WALL OF
 LB0824'A 2 FOOT CONCRETE BOX CULVERT, 20 FEET EAST OF THE CENTER
 LB0824'LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF THE NORTH END OF THE
 LB0824'HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 LB0824'DISK, STAMPED S 89 1946.
 LB0824
 LB0824                          STATION RECOVERY (1966)
 LB0824
 LB0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2097 ***********************************************************************
 JZ2097  DESIGNATION -  S 9
 JZ2097  PID         -  JZ2097
 JZ2097  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2097  COUNTRY     -  US
 JZ2097  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2097
 JZ2097                         *CURRENT SURVEY CONTROL
 JZ2097  ______________________________________________________________________
 JZ2097* NAD 83(1986) POSITION- 39 07 44.63   (N) 085 51 34.63   (W)   HD_HELD1
 JZ2097* NAVD 88 ORTHO HEIGHT -   185.164 (meters)      607.49  (feet) ADJUSTED
 JZ2097  ______________________________________________________________________
 JZ2097  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 JZ2097  DYNAMIC HEIGHT  -        185.049 (meters)      607.11  (feet) COMP
 JZ2097  MODELED GRAVITY -    980,005.2   (mgal)                       NAVD 88
 JZ2097
 JZ2097  VERT ORDER      -  FIRST     CLASS II
 JZ2097
 JZ2097.The horizontal coordinates were determined by differentially corrected
 JZ2097.hand held GPS observations or other comparable positioning techniques
 JZ2097.and have an estimated accuracy of +/- 3 meters.
 JZ2097
 JZ2097.The orthometric height was determined by differential leveling and
 JZ2097.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2097.in June 1991.
 JZ2097
 JZ2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2097.GEOID18 height accuracy estimate available here.
 JZ2097
 JZ2097.Click photographs - Photos may exist for this station.
 JZ2097
 JZ2097.The dynamic height is computed by dividing the NAVD 88
 JZ2097.geopotential number by the normal gravity value computed on the
 JZ2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2097.degrees latitude (g = 980.6199 gals.).
 JZ2097
 JZ2097.The modeled gravity was interpolated from observed gravity values.
 JZ2097
 JZ2097;                    North         East    Units  Estimated Accuracy
 JZ2097;SPC IN E     -   430,841.8      83,316.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2097
 JZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9856931718(NAD 83)
 JZ2097
 JZ2097                          SUPERSEDED SURVEY CONTROL
 JZ2097
 JZ2097  NGVD 29 (??/??/92)  185.287  (m)          607.90   (f) ADJ UNCH    1 2
 JZ2097
 JZ2097.Superseded values are not recommended for survey control.
 JZ2097
 JZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2097.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2097
 JZ2097_MARKER: DB = BENCH MARK DISK
 JZ2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2097_STAMPING: 607.896 S 9 1930
 JZ2097_MARK LOGO: CGS
 JZ2097_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2097+STABILITY: SURFACE MOTION
 JZ2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2097+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2022
 JZ2097
 JZ2097  HISTORY     - Date     Condition        Report By
 JZ2097  HISTORY     - 1930     MONUMENTED       CGS
 JZ2097  HISTORY     - 1947     GOOD             CGS
 JZ2097  HISTORY     - 20220819 GOOD             INDOT
 JZ2097
 JZ2097                          STATION DESCRIPTION
 JZ2097
 JZ2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2097'2.5 MI N FROM AZALIA.
 JZ2097'ABOUT 2.5 MILES NORTH ALONG THE ABANDONED INTERSTATE PUBLIC SERVICE
 JZ2097'CO. RAILWAY FROM THE SCHOOL AT AZALIA, AT AN EAST-WEST GRAVEL ROAD
 JZ2097'CROSSING, IN A CULTIVATED FIELD, 46.5 FEET NORTH OF THE CENTER
 JZ2097'LINE OF THE COUNTY ROAD, 33.5 FEET NORTHWEST OF POWER POLE 825/2180,
 JZ2097'19.5 FEET WEST OF A POINT IN LINE WITH THE ROW OF POLES, 31.5 FEET
 JZ2097'NORTH OF THE ROAD RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTH OF A
 JZ2097'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JZ2097'PROJECTING 3 IN.  NOTE-- TRACK BED IS NO LONGER THERE.  ONLY THE
 JZ2097'POLES REMAIN.  MARK MAY BE REACHED FROM THE POST OFFICE AT
 JZ2097'ELIZABETHTOWN BY GOING ABOUT 1.35 MILE WEST ALONG A GRAVEL ROAD,
 JZ2097'THENCE ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 31, THENCE ABOUT
 JZ2097'1.25 MILE WEST ALONG A GRAVEL ROAD TO SITE OF MARK.
 JZ2097
 JZ2097                          STATION RECOVERY (2022)
 JZ2097
 JZ2097'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1542 ***********************************************************************
 KA1542  DESIGNATION -  S 91
 KA1542  PID         -  KA1542
 KA1542  STATE/COUNTY-  IN/VERMILLION
 KA1542  COUNTRY     -  US
 KA1542  USGS QUAD   -  DANA (2019)
 KA1542
 KA1542                         *CURRENT SURVEY CONTROL
 KA1542  ______________________________________________________________________
 KA1542* NAD 83(1986) POSITION- 39 48 25.     (N) 087 23 14.     (W)   SCALED
 KA1542* NAVD 88 ORTHO HEIGHT -   148.418 (meters)      486.93  (feet) ADJUSTED
 KA1542  ______________________________________________________________________
 KA1542  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KA1542  DYNAMIC HEIGHT  -        148.336 (meters)      486.67  (feet) COMP
 KA1542  MODELED GRAVITY -    980,074.3   (mgal)                       NAVD 88
 KA1542
 KA1542  VERT ORDER      -  FIRST     CLASS II
 KA1542
 KA1542.The horizontal coordinates were scaled from a map and have
 KA1542.an estimated accuracy of +/- 6 seconds.
 KA1542
 KA1542.The orthometric height was determined by differential leveling and
 KA1542.adjusted by the NATIONAL GEODETIC SURVEY
 KA1542.in June 1991.
 KA1542
 KA1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1542.GEOID18 height accuracy estimate available here.
 KA1542
 KA1542.Click photographs - Photos may exist for this station.
 KA1542
 KA1542.The dynamic height is computed by dividing the NAVD 88
 KA1542.geopotential number by the normal gravity value computed on the
 KA1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1542.degrees latitude (g = 980.6199 gals.).
 KA1542
 KA1542.The modeled gravity was interpolated from observed gravity values.
 KA1542
 KA1542;                    North         East    Units  Estimated Accuracy
 KA1542;SPC IN W     -   506,130.      873,980.      MT  (+/- 180 meters Scaled)
 KA1542
 KA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK668064(NAD 83)
 KA1542
 KA1542                          SUPERSEDED SURVEY CONTROL
 KA1542
 KA1542  NGVD 29 (??/??/92)  148.517  (m)          487.26   (f) ADJ UNCH    1 2
 KA1542
 KA1542.Superseded values are not recommended for survey control.
 KA1542
 KA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1542.See file dsdata.pdf to determine how the superseded data were derived.
 KA1542
 KA1542_MARKER: DB = BENCH MARK DISK
 KA1542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1542_SP_SET: HEADWALL
 KA1542_STAMPING: S 91 1938
 KA1542_MARK LOGO: CGS
 KA1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1542+STABILITY: SURFACE MOTION
 KA1542
 KA1542  HISTORY     - Date     Condition        Report By
 KA1542  HISTORY     - 1938     MONUMENTED       CGS
 KA1542  HISTORY     - 1946     GOOD             CGS
 KA1542  HISTORY     - 1986     GOOD             NGS
 KA1542
 KA1542                          STATION DESCRIPTION
 KA1542
 KA1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1542'0.7 MI N FROM MONTEZUMA.
 KA1542'0.7 MILE NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1542'FROM THE STATION AT MONTEZUMA, VERMILLION COUNTY, 5.7 MILES
 KA1542'SOUTH OF NEWPORT, 1-1/4 POLES SOUTH OF POLE 152/20, 30 FEET WEST
 KA1542'OF A 14-INCH TWIN SYCAMORE TREE, AT A 4-FOOT CONCRETE CULVERT,
 KA1542'IN THE NORTH TOP STEP OF THE EAST HEADWALL, AND ABOUT 4 FEET
 KA1542'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 91 1938.
 KA1542
 KA1542                          STATION RECOVERY (1986)
 KA1542
 KA1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1542'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.1 KM (10.0
 KA1542'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 KA1542'HIGHWAY 163 IN CLINTON, THENCE 1.4 KM (0.85 MI) EAST ALONG U.S.
 KA1542'HIGHWAY 36, THENCE 0.5 KM (0.3 MI) NORTH ALONG COUNTY ROAD 600 S,
 KA1542'THENCE 0.9 KM (0.55 MI) EAST ALONG COUNTY ROAD 375 E, THENCE 1.3 KM
 KA1542'(0.8 MI) NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD.
 KA1542'THE MARK IS 1.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2116 ***********************************************************************
 JZ2116  DESIGNATION -  S 92
 JZ2116  PID         -  JZ2116
 JZ2116  STATE/COUNTY-  IN/JENNINGS
 JZ2116  COUNTRY     -  US
 JZ2116  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2116
 JZ2116                         *CURRENT SURVEY CONTROL
 JZ2116  ______________________________________________________________________
 JZ2116* NAD 83(1986) POSITION- 39 00 58.     (N) 085 35 41.     (W)   SCALED
 JZ2116* NAVD 88 ORTHO HEIGHT -   218.964 (meters)      718.38  (feet) POSTED
 JZ2116  ______________________________________________________________________
 JZ2116  GEOID HEIGHT    -        -34.067 (meters)                     GEOID18
 JZ2116  DYNAMIC HEIGHT  -        218.82  (meters)      717.9   (feet) COMP
 JZ2116  MODELED GRAVITY -    979,982.5   (mgal)                       NAVD 88
 JZ2116
 JZ2116  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2116
 JZ2116.The horizontal coordinates were scaled from a map and have
 JZ2116.an estimated accuracy of +/- 6 seconds.
 JZ2116
 JZ2116.The orthometric height was determined by differential leveling
 JZ2116.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2116
 JZ2116.* This is a POSTED BENCH MARK height.
 JZ2116
 JZ2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2116.GEOID18 height accuracy estimate available here.
 JZ2116
 JZ2116.Click photographs - Photos may exist for this station.
 JZ2116
 JZ2116.The dynamic height is computed by dividing the NAVD 88
 JZ2116.geopotential number by the normal gravity value computed on the
 JZ2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2116.degrees latitude (g = 980.6199 gals.).
 JZ2116
 JZ2116.The modeled gravity was interpolated from observed gravity values.
 JZ2116
 JZ2116;                    North         East    Units  Estimated Accuracy
 JZ2116;SPC IN E     -   418,290.      106,230.      MT  (+/- 180 meters Scaled)
 JZ2116
 JZ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ216195(NAD 83)
 JZ2116
 JZ2116                          SUPERSEDED SURVEY CONTROL
 JZ2116
 JZ2116  NGVD 29 (??/??/92)  219.086  (m)          718.78   (f) ADJ UNCH    1 2
 JZ2116
 JZ2116.Superseded values are not recommended for survey control.
 JZ2116
 JZ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2116.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2116
 JZ2116_MARKER: DB = BENCH MARK DISK
 JZ2116_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2116_SP_SET: STEP
 JZ2116_STAMPING: S 92 1938
 JZ2116_MARK LOGO: CGS
 JZ2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2116
 JZ2116  HISTORY     - Date     Condition        Report By
 JZ2116  HISTORY     - 1938     MONUMENTED       CGS
 JZ2116  HISTORY     - 1979     GOOD             DOD
 JZ2116
 JZ2116                          STATION DESCRIPTION
 JZ2116
 JZ2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2116'2 MI E FROM NORTH VERNON.
 JZ2116'2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2116'STATION AT NORTH VERNON, JENNINGS COUNTY, NEAR THE CENTER OF AN
 JZ2116'S-CURVE, 50 FEET NORTHEAST OF POLE 70/14, AT BRIDGE NO. 70.25 OVER
 JZ2116'DEER CREEK ROAD, IN THE TOP STEP OF THE WEST WING WALL, 10 FEET
 JZ2116'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 JZ2116'STANDARD DISK, STAMPED S 92 1938.
 JZ2116
 JZ2116                          STATION RECOVERY (1979)
 JZ2116
 JZ2116'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1887 ***********************************************************************
 JZ1887  DESIGNATION -  S 93
 JZ1887  PID         -  JZ1887
 JZ1887  STATE/COUNTY-  IN/RIPLEY
 JZ1887  COUNTRY     -  US
 JZ1887  USGS QUAD   -  OSGOOD (2019)
 JZ1887
 JZ1887                         *CURRENT SURVEY CONTROL
 JZ1887  ______________________________________________________________________
 JZ1887* NAD 83(1986) POSITION- 39 08 19.     (N) 085 15 01.     (W)   SCALED
 JZ1887* NAVD 88 ORTHO HEIGHT -   284.719 (meters)      934.12  (feet) POSTED
 JZ1887  ______________________________________________________________________
 JZ1887  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 JZ1887  DYNAMIC HEIGHT  -        284.54  (meters)      933.5   (feet) COMP
 JZ1887  MODELED GRAVITY -    979,977.4   (mgal)                       NAVD 88
 JZ1887
 JZ1887  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1887
 JZ1887.The horizontal coordinates were scaled from a map and have
 JZ1887.an estimated accuracy of +/- 6 seconds.
 JZ1887
 JZ1887.The orthometric height was determined by differential leveling
 JZ1887.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1887
 JZ1887.* This is a POSTED BENCH MARK height.
 JZ1887
 JZ1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1887.GEOID18 height accuracy estimate available here.
 JZ1887
 JZ1887.Click photographs - Photos may exist for this station.
 JZ1887
 JZ1887.The dynamic height is computed by dividing the NAVD 88
 JZ1887.geopotential number by the normal gravity value computed on the
 JZ1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1887.degrees latitude (g = 980.6199 gals.).
 JZ1887
 JZ1887.The modeled gravity was interpolated from observed gravity values.
 JZ1887
 JZ1887;                    North         East    Units  Estimated Accuracy
 JZ1887;SPC IN E     -   431,970.      136,000.      MT  (+/- 180 meters Scaled)
 JZ1887
 JZ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ512336(NAD 83)
 JZ1887
 JZ1887                          SUPERSEDED SURVEY CONTROL
 JZ1887
 JZ1887  NGVD 29 (??/??/92)  284.87   (m)          934.6    (f) COMPUTED    1 2
 JZ1887
 JZ1887.Superseded values are not recommended for survey control.
 JZ1887
 JZ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1887.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1887
 JZ1887_MARKER: DB = BENCH MARK DISK
 JZ1887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1887_SP_SET: ABUTMENT
 JZ1887_STAMPING: S 93 1938
 JZ1887_MARK LOGO: CGS
 JZ1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1887
 JZ1887  HISTORY     - Date     Condition        Report By
 JZ1887  HISTORY     - 1938     MONUMENTED       CGS
 JZ1887
 JZ1887                          STATION DESCRIPTION
 JZ1887
 JZ1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1887'2.4 MI E FROM OSGOOD.
 JZ1887'ON THE C. TO ST. L. BRANCH OF THE B AND O RY., 27 RAILS EAST
 JZ1887'OF THE GRAVEL ROAD OVERPASS 49.29, 7 RAILS EAST OF SIGNAL TOWER
 JZ1887'E 49-08, 15 RAILS WEST OF MILEPOST C 49, WHICH IS IN THE CENTER
 JZ1887'OF A LONG TRESSLE, 20 FT. WEST OF THE WEST END OF TRESSLE 48.99,
 JZ1887'7 FT WEST AND 10 FT. NORTH OF A PIPE LINE, 3 FT S OF THE SOUTH
 JZ1887'RAIL, 1 1/2 FT BELOW THE LEVEL OF THE TRACK, SET IN TOP OF THE
 JZ1887'SW CORNER OF A 15 FT BY 20 FT. CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0931 ***********************************************************************
 LB0931  DESIGNATION -  S 94
 LB0931  PID         -  LB0931
 LB0931  STATE/COUNTY-  IN/TIPPECANOE
 LB0931  COUNTRY     -  US
 LB0931  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0931
 LB0931                         *CURRENT SURVEY CONTROL
 LB0931  ______________________________________________________________________
 LB0931* NAD 83(1986) POSITION- 40 25 27.     (N) 086 55 13.     (W)   SCALED
 LB0931* NAVD 88 ORTHO HEIGHT -   190.754 (meters)      625.83  (feet) ADJUSTED
 LB0931  ______________________________________________________________________
 LB0931  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB0931  DYNAMIC HEIGHT  -        190.661 (meters)      625.53  (feet) COMP
 LB0931  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LB0931
 LB0931  VERT ORDER      -  SECOND    CLASS 0
 LB0931
 LB0931.The horizontal coordinates were scaled from a map and have
 LB0931.an estimated accuracy of +/- 6 seconds.
 LB0931
 LB0931.The orthometric height was determined by differential leveling and
 LB0931.adjusted by the NATIONAL GEODETIC SURVEY
 LB0931.in June 1991.
 LB0931
 LB0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0931.GEOID18 height accuracy estimate available here.
 LB0931
 LB0931.Click photographs - Photos may exist for this station.
 LB0931
 LB0931.The dynamic height is computed by dividing the NAVD 88
 LB0931.geopotential number by the normal gravity value computed on the
 LB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0931.degrees latitude (g = 980.6199 gals.).
 LB0931
 LB0931.The modeled gravity was interpolated from observed gravity values.
 LB0931
 LB0931;                    North         East    Units  Estimated Accuracy
 LB0931;SPC IN W     -   574,630.      913,840.      MT  (+/- 180 meters Scaled)
 LB0931
 LB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK067748(NAD 83)
 LB0931
 LB0931                          SUPERSEDED SURVEY CONTROL
 LB0931
 LB0931  NGVD 29 (??/??/92)  190.85   (m)          626.1    (f) COMPUTED    2 0
 LB0931
 LB0931.Superseded values are not recommended for survey control.
 LB0931
 LB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0931.See file dsdata.pdf to determine how the superseded data were derived.
 LB0931
 LB0931_MARKER: DB = BENCH MARK DISK
 LB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0931_STAMPING: S 94 1946
 LB0931_MARK LOGO: CGS
 LB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0931+STABILITY: SURFACE MOTION
 LB0931
 LB0931  HISTORY     - Date     Condition        Report By
 LB0931  HISTORY     - 1946     MONUMENTED       CGS
 LB0931  HISTORY     - 1965     MARK NOT FOUND   LOCENG
 LB0931
 LB0931                          STATION DESCRIPTION
 LB0931
 LB0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0931'AT WEST LA FAYETTE.
 LB0931'ON PURDUE UNIVERSITY CAMPUS, AT THE WEST EDGE OF WEST LA FAYETTE,
 LB0931'0.3 MILE WEST ALONG WEST STATE STREET FROM THE AGRICULTURE BUILDING,
 LB0931'260 FEET WEST OF THE CITY LIMITS SIGN, 41 FEET SOUTH OF THE CENTER
 LB0931'LINE OF WEST STATE STREET, 40 FEET WEST OF THE CENTER LINE OF A
 LB0931'DRIVEWAY TO THE AGRICULTURE DEPARTMENT BARNS AND SHOW ARENA,
 LB0931'8 FEET SOUTH OF A 24-INCH MAPLE TREE, 1 FOOT NORTH OF A FENCE
 LB0931'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 LB0931'WITH THE STREET.  A STANDARD DISK, STAMPED S 94 1946 AND SET IN THE
 LB0931'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0931
 LB0931                          STATION RECOVERY (1965)
 LB0931
 LB0931'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 LB0931'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0567 ***********************************************************************
 JZ0567  DESIGNATION -  S 94
 JZ0567  PID         -  JZ0567
 JZ0567  STATE/COUNTY-  IN/DEARBORN
 JZ0567  COUNTRY     -  US
 JZ0567  USGS QUAD   -  AURORA (2019)
 JZ0567
 JZ0567                         *CURRENT SURVEY CONTROL
 JZ0567  ______________________________________________________________________
 JZ0567* NAD 83(1986) POSITION- 39 03 21.     (N) 084 54 12.     (W)   SCALED
 JZ0567* NAVD 88 ORTHO HEIGHT -   152.617 (meters)      500.71  (feet) ADJUSTED
 JZ0567  ______________________________________________________________________
 JZ0567  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 JZ0567  DYNAMIC HEIGHT  -        152.521 (meters)      500.40  (feet) COMP
 JZ0567  MODELED GRAVITY -    979,995.0   (mgal)                       NAVD 88
 JZ0567
 JZ0567  VERT ORDER      -  FIRST     CLASS II
 JZ0567
 JZ0567.The horizontal coordinates were scaled from a map and have
 JZ0567.an estimated accuracy of +/- 6 seconds.
 JZ0567
 JZ0567.The orthometric height was determined by differential leveling and
 JZ0567.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0567.in June 1991.
 JZ0567
 JZ0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0567.GEOID18 height accuracy estimate available here.
 JZ0567
 JZ0567.Click photographs - Photos may exist for this station.
 JZ0567
 JZ0567.The dynamic height is computed by dividing the NAVD 88
 JZ0567.geopotential number by the normal gravity value computed on the
 JZ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0567.degrees latitude (g = 980.6199 gals.).
 JZ0567
 JZ0567.The modeled gravity was interpolated from observed gravity values.
 JZ0567
 JZ0567;                    North         East    Units  Estimated Accuracy
 JZ0567;SPC IN E     -   422,970.      166,070.      MT  (+/- 180 meters Scaled)
 JZ0567
 JZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ814250(NAD 83)
 JZ0567
 JZ0567                          SUPERSEDED SURVEY CONTROL
 JZ0567
 JZ0567  NGVD 29 (??/??/92)  152.827  (m)          501.40   (f) ADJ UNCH    1 2
 JZ0567
 JZ0567.Superseded values are not recommended for survey control.
 JZ0567
 JZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0567.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0567
 JZ0567_MARKER: DB = BENCH MARK DISK
 JZ0567_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0567_SP_SET: STEP
 JZ0567_STAMPING: S 94 1938
 JZ0567_MARK LOGO: CGS
 JZ0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0567+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 JZ0567
 JZ0567  HISTORY     - Date     Condition        Report By
 JZ0567  HISTORY     - 1938     MONUMENTED       CGS
 JZ0567  HISTORY     - 1964     GOOD             CGS
 JZ0567  HISTORY     - 1965     GOOD             CGS
 JZ0567  HISTORY     - 1986     GOOD             LOCSUR
 JZ0567  HISTORY     - 20150801 GOOD             USI
 JZ0567  HISTORY     - 20190915 GOOD             USPSQD
 JZ0567
 JZ0567                          STATION DESCRIPTION
 JZ0567
 JZ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0567'AT AURORA.
 JZ0567'AT AURORA, AT THE NORTH AND MAIN ENTRANCE TO THE POST OFFICE,
 JZ0567'19.8 FEET SOUTH OF THE SOUTH CURB OF THIRD STREET, 53 FEET WEST
 JZ0567'OF THE WEST CURB OF BRIDGEWAY STREET, SET IN THE TOP OF THE
 JZ0567'SOUTHEAST CORNER OF THE TOP CONCRETE STEP OF THE NORTH ENTRANCE
 JZ0567'OF THE POST OFFICE, 4 FEET EAST OF THE CENTER OF THE ENTRANCE
 JZ0567'AND ABOUT 4 FEET ABOVE THE SIDEWALK.
 JZ0567
 JZ0567                          STATION RECOVERY (1965)
 JZ0567
 JZ0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JZ0567'RECOVERED IN GOOD CONDITION.
 JZ0567
 JZ0567                          STATION RECOVERY (1986)
 JZ0567
 JZ0567'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0567'RECOVERED IN GOOD CONDITION.
 JZ0567
 JZ0567                          STATION RECOVERY (2015)
 JZ0567
 JZ0567'RECOVERY NOTE BY USI CONSULTANTS INC 2015
 JZ0567'G.P.S. OBSERVATIONS NOT AVAILABLE FOR THIS POINT.
 JZ0567
 JZ0567                          STATION RECOVERY (2019)
 JZ0567
 JZ0567'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0932 ***********************************************************************
 LB0932  DESIGNATION -  S 94 RESET
 LB0932  PID         -  LB0932
 LB0932  STATE/COUNTY-  IN/TIPPECANOE
 LB0932  COUNTRY     -  US
 LB0932  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0932
 LB0932                         *CURRENT SURVEY CONTROL
 LB0932  ______________________________________________________________________
 LB0932* NAD 83(1986) POSITION- 40 25 27.     (N) 086 55 13.     (W)   SCALED
 LB0932* NAVD 88 ORTHO HEIGHT -   190.75  (meters)      625.8   (feet) RESET
 LB0932  ______________________________________________________________________
 LB0932  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB0932  VERT ORDER      -  THIRD
 LB0932
 LB0932.The horizontal coordinates were scaled from a map and have
 LB0932.an estimated accuracy of +/- 6 seconds.
 LB0932
 LB0932.The orthometric height was computed from unverified reset data.
 LB0932
 LB0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0932.GEOID18 height accuracy estimate available here.
 LB0932
 LB0932.Click photographs - Photos may exist for this station.
 LB0932
 LB0932;                    North         East    Units  Estimated Accuracy
 LB0932;SPC IN W     -   574,630.      913,840.      MT  (+/- 180 meters Scaled)
 LB0932
 LB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK067748(NAD 83)
 LB0932
 LB0932                          SUPERSEDED SURVEY CONTROL
 LB0932
 LB0932  NGVD 29 (??/??/??)  190.85   (m)          626.1    (f) RESET       3  
 LB0932
 LB0932.Superseded values are not recommended for survey control.
 LB0932
 LB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0932.See file dsdata.pdf to determine how the superseded data were derived.
 LB0932
 LB0932_MARKER: DB = BENCH MARK DISK
 LB0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0932_SP_SET: TUNNEL WALL
 LB0932_STAMPING: S 94 1946
 LB0932_MARK LOGO: CGS
 LB0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0932+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 LB0932
 LB0932  HISTORY     - Date     Condition        Report By
 LB0932  HISTORY     - 1946     MONUMENTED       CGS
 LB0932  HISTORY     - 1965     GOOD             CGS
 LB0932  HISTORY     - 20120718 GOOD             INDIV
 LB0932
 LB0932                          STATION DESCRIPTION
 LB0932
 LB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LB0932'1.3 MI SW FROM WEST LA FAYETTE.
 LB0932'ON PURDUE UNIVERSITY CAMPUS, AT THE WEST EDGE OF WEST LA FAYETTE,
 LB0932'0.3 MILES WEST ALONG WEST STATE STREET FROM THE AGRICULTURE
 LB0932'BUILDING, APPROXIMATELY 410 FEET WEST OF RUSSELL STREET, 160 FEET
 LB0932'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A LAMP
 LB0932'POST, 74 FEET SOUTHWEST OF A FIRE HYDRANT, SET IN NON-SHRINKING
 LB0932'GROUT IN A DEPRESSION IN A REINFORCED CONCRETE PROJECTION ON THE
 LB0932'TUNNEL WALL NEAR THE LEVEL OF ADJOINING SIDEWALK.
 LB0932
 LB0932                          STATION RECOVERY (2012)
 LB0932
 LB0932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MET)
 LB0932'MARK IS NOW INSIDE A BOX COVERED BY A METAL COVER APPROXIMATELY 0.5'
 LB0932'DEEP.  MARK IS GPSABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1654 ***********************************************************************
 LB1654  DESIGNATION -  S 95
 LB1654  PID         -  LB1654
 LB1654  STATE/COUNTY-  IN/FOUNTAIN
 LB1654  COUNTRY     -  US
 LB1654  USGS QUAD   -  ATTICA (2019)
 LB1654
 LB1654                         *CURRENT SURVEY CONTROL
 LB1654  ______________________________________________________________________
 LB1654* NAD 83(1986) POSITION- 40 18 31.     (N) 087 13 09.     (W)   SCALED
 LB1654* NAVD 88 ORTHO HEIGHT -   160.340 (meters)      526.05  (feet) ADJUSTED
 LB1654  ______________________________________________________________________
 LB1654  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 LB1654  DYNAMIC HEIGHT  -        160.259 (meters)      525.78  (feet) COMP
 LB1654  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LB1654
 LB1654  VERT ORDER      -  SECOND    CLASS 0
 LB1654
 LB1654.The horizontal coordinates were scaled from a map and have
 LB1654.an estimated accuracy of +/- 6 seconds.
 LB1654
 LB1654.The orthometric height was determined by differential leveling and
 LB1654.adjusted by the NATIONAL GEODETIC SURVEY
 LB1654.in June 1991.
 LB1654
 LB1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1654.GEOID18 height accuracy estimate available here.
 LB1654
 LB1654.Click photographs - Photos may exist for this station.
 LB1654
 LB1654.The dynamic height is computed by dividing the NAVD 88
 LB1654.geopotential number by the normal gravity value computed on the
 LB1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1654.degrees latitude (g = 980.6199 gals.).
 LB1654
 LB1654.The modeled gravity was interpolated from observed gravity values.
 LB1654
 LB1654;                    North         East    Units  Estimated Accuracy
 LB1654;SPC IN W     -   561,790.      888,450.      MT  (+/- 180 meters Scaled)
 LB1654
 LB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK813620(NAD 83)
 LB1654
 LB1654                          SUPERSEDED SURVEY CONTROL
 LB1654
 LB1654  NGVD 29 (??/??/92)  160.413  (m)          526.29   (f) ADJ UNCH    2 0
 LB1654
 LB1654.Superseded values are not recommended for survey control.
 LB1654
 LB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1654.See file dsdata.pdf to determine how the superseded data were derived.
 LB1654
 LB1654_MARKER: DB = BENCH MARK DISK
 LB1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1654_STAMPING: S 95 1946
 LB1654_MARK LOGO: CGS
 LB1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1654+STABILITY: SURFACE MOTION
 LB1654
 LB1654  HISTORY     - Date     Condition        Report By
 LB1654  HISTORY     - 1946     MONUMENTED       CGS
 LB1654
 LB1654                          STATION DESCRIPTION
 LB1654
 LB1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1654'1.5 MI NE FROM ATTICA.
 LB1654'ABOUT 1.5 MILES NORTHEAST ALONG A PAVED ROAD LEADING TO RIVERSIDE
 LB1654'FROM THE WABASH RAILROAD STATION AT ATTICA, 64 FEET EAST OF THE
 LB1654'SOUTHEAST CORNER OF A WHITE HOUSE, 26 FEET NORTH OF THE CENTER
 LB1654'LINE OF THE ROAD, 15 FEET WEST OF THE CENTER LINE OF A ROAD
 LB1654'LEADING TO A BARN LOT, 10 FEET EAST OF POWER POLE NO. 6-065-340,
 LB1654'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 LB1654'WITH THE ROAD.  A STANDARD DISK, STAMPED S 95 1946 AND SET IN THE
 LB1654'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0732 ***********************************************************************
 LB0732  DESIGNATION -  S 96
 LB0732  PID         -  LB0732
 LB0732  STATE/COUNTY-  IN/TIPPECANOE
 LB0732  COUNTRY     -  US
 LB0732  USGS QUAD   -  STOCKWELL (2019)
 LB0732
 LB0732                         *CURRENT SURVEY CONTROL
 LB0732  ______________________________________________________________________
 LB0732* NAD 83(1986) POSITION- 40 22 28.     (N) 086 49 57.     (W)   SCALED
 LB0732* NAVD 88 ORTHO HEIGHT -   202.348 (meters)      663.87  (feet) ADJUSTED
 LB0732  ______________________________________________________________________
 LB0732  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 LB0732  DYNAMIC HEIGHT  -        202.247 (meters)      663.54  (feet) COMP
 LB0732  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LB0732
 LB0732  VERT ORDER      -  SECOND    CLASS 0
 LB0732
 LB0732.The horizontal coordinates were scaled from a map and have
 LB0732.an estimated accuracy of +/- 6 seconds.
 LB0732
 LB0732.The orthometric height was determined by differential leveling and
 LB0732.adjusted by the NATIONAL GEODETIC SURVEY
 LB0732.in June 1991.
 LB0732
 LB0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0732.GEOID18 height accuracy estimate available here.
 LB0732
 LB0732.Click photographs - Photos may exist for this station.
 LB0732
 LB0732.The dynamic height is computed by dividing the NAVD 88
 LB0732.geopotential number by the normal gravity value computed on the
 LB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0732.degrees latitude (g = 980.6199 gals.).
 LB0732
 LB0732.The modeled gravity was interpolated from observed gravity values.
 LB0732
 LB0732;                    North         East    Units  Estimated Accuracy
 LB0732;SPC IN W     -   569,120.      921,300.      MT  (+/- 180 meters Scaled)
 LB0732
 LB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK142693(NAD 83)
 LB0732
 LB0732                          SUPERSEDED SURVEY CONTROL
 LB0732
 LB0732  NGVD 29 (??/??/92)  202.451  (m)          664.21   (f) ADJ UNCH    2 0
 LB0732
 LB0732.Superseded values are not recommended for survey control.
 LB0732
 LB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0732.See file dsdata.pdf to determine how the superseded data were derived.
 LB0732
 LB0732_MARKER: DB = BENCH MARK DISK
 LB0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0732_STAMPING: S 96 1946
 LB0732_MARK LOGO: CGS
 LB0732_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0732+STABILITY: SURFACE MOTION
 LB0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0732+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LB0732
 LB0732  HISTORY     - Date     Condition        Report By
 LB0732  HISTORY     - 1946     MONUMENTED       CGS
 LB0732  HISTORY     - 1966     GOOD             CGS
 LB0732  HISTORY     - 1987     GOOD             USPSQD
 LB0732  HISTORY     - 19870730 GOOD             NGS
 LB0732  HISTORY     - 20030520 GOOD             INDIV
 LB0732  HISTORY     - 20190716 GOOD             PICI
 LB0732
 LB0732                          STATION DESCRIPTION
 LB0732
 LB0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0732'6 MI SE FROM LA FAYETTE.
 LB0732'ABOUT 6.0 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LB0732'LOUIS RAILROAD FROM THE STATION A LA FAYETTE, AT THE CROSSING
 LB0732'OF U.S. HIGHWAY 52, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LB0732'HIGHWAY, 28 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 3.5 FEET
 LB0732'NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 LB0732'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB0732'STAMPED S 96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0732'4 INCHES ABOVE GROUND.
 LB0732
 LB0732                          STATION RECOVERY (1966)
 LB0732
 LB0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0732'RECOVERED IN GOOD CONDITION.
 LB0732
 LB0732                          STATION RECOVERY (1987)
 LB0732
 LB0732'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 LB0732'RECOVERED IN GOOD CONDITION.
 LB0732
 LB0732                          STATION RECOVERY (1987)
 LB0732
 LB0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0732'4 MILES (6.4 KM) SOUTHEAST OF LAFAYETTE IN THE SOUTHWEST ANGLE OF THE
 LB0732'INTERSECTION OF U.S. HIGHWAY 52 AND A RAILROAD.  FROM THE JUNCTION
 LB0732'OF U.S. HIGHWAY 52 AND STATE ROUTE 38 AT THE SOUTHEAST SIDE OF
 LB0732'LAFAYETTE, GO SOUTHEAST ON HIGHWAY 52 FOR 2.3 MILES (3.7 KM) TO A
 LB0732'RAILROAD CROSSING AND THE MARK ON RIGHT.  LOCATED 43.0 FEET (13.1 M)
 LB0732'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 52,
 LB0732'28.0 FEET (8.5 M) SOUTH OF THE SOUTH RAIL, 4.0 FEET (1.2 M) EAST OF A
 LB0732'FENCE CORNER AND 1.0 FOOT (0.3 M) EAST OF A WITNESS POST.
 LB0732
 LB0732                          STATION RECOVERY (2003)
 LB0732
 LB0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB0732'RECOVERED IN GOOD CONDITION.
 LB0732
 LB0732                          STATION RECOVERY (2019)
 LB0732
 LB0732'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2019 (ER)
 LB0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1541 ***********************************************************************
 LB1541  DESIGNATION -  S 97
 LB1541  PID         -  LB1541
 LB1541  STATE/COUNTY-  IN/FOUNTAIN
 LB1541  COUNTRY     -  US
 LB1541  USGS QUAD   -  MELLOTT (2019)
 LB1541
 LB1541                         *CURRENT SURVEY CONTROL
 LB1541  ______________________________________________________________________
 LB1541* NAD 83(1986) POSITION- 40 11 08.     (N) 087 14 35.     (W)   SCALED
 LB1541* NAVD 88 ORTHO HEIGHT -   201.306 (meters)      660.45  (feet) ADJUSTED
 LB1541  ______________________________________________________________________
 LB1541  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 LB1541  DYNAMIC HEIGHT  -        201.202 (meters)      660.11  (feet) COMP
 LB1541  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 LB1541
 LB1541  VERT ORDER      -  SECOND    CLASS 0
 LB1541
 LB1541.The horizontal coordinates were scaled from a map and have
 LB1541.an estimated accuracy of +/- 6 seconds.
 LB1541
 LB1541.The orthometric height was determined by differential leveling and
 LB1541.adjusted by the NATIONAL GEODETIC SURVEY
 LB1541.in June 1991.
 LB1541
 LB1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1541.GEOID18 height accuracy estimate available here.
 LB1541
 LB1541.Click photographs - Photos may exist for this station.
 LB1541
 LB1541.The dynamic height is computed by dividing the NAVD 88
 LB1541.geopotential number by the normal gravity value computed on the
 LB1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1541.degrees latitude (g = 980.6199 gals.).
 LB1541
 LB1541.The modeled gravity was interpolated from observed gravity values.
 LB1541
 LB1541;                    North         East    Units  Estimated Accuracy
 LB1541;SPC IN W     -   548,130.      886,400.      MT  (+/- 180 meters Scaled)
 LB1541
 LB1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793483(NAD 83)
 LB1541
 LB1541                          SUPERSEDED SURVEY CONTROL
 LB1541
 LB1541  NGVD 29 (??/??/92)  201.379  (m)          660.69   (f) ADJ UNCH    2 0
 LB1541
 LB1541.Superseded values are not recommended for survey control.
 LB1541
 LB1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1541.See file dsdata.pdf to determine how the superseded data were derived.
 LB1541
 LB1541_MARKER: DB = BENCH MARK DISK
 LB1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1541_SP_SET: CULVERT HEADWALL
 LB1541_STAMPING: S 97 1946
 LB1541_MARK LOGO: CGS
 LB1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1541+STABILITY: SURFACE MOTION
 LB1541
 LB1541  HISTORY     - Date     Condition        Report By
 LB1541  HISTORY     - 1946     MONUMENTED       CGS
 LB1541
 LB1541                          STATION DESCRIPTION
 LB1541
 LB1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1541'3.4 MI S FROM ROB ROY.
 LB1541'ABOUT 3.45 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1541'WITH STATE HIGHWAY 55 AT ROB ROY, 85 FEET SOUTH OF THE CENTER
 LB1541'LINE OF A GRAVEL ROAD LEADING EAST, SET IN THE NORTH END OF THE
 LB1541'EAST CONCRETE HEAD WALL OF A 14 INCH CONCRETE CULVERT, 16 FEET EAST
 LB1541'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END
 LB1541'OF THE CULVERT, AND ABOUT 0.5 FOOT BELOW THE HIGHWAY.  A STANDARD
 LB1541'DISK, STAMPED S 97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1525 ***********************************************************************
 LB1525  DESIGNATION -  S 98
 LB1525  PID         -  LB1525
 LB1525  STATE/COUNTY-  IN/WARREN
 LB1525  COUNTRY     -  US
 LB1525  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1525
 LB1525                         *CURRENT SURVEY CONTROL
 LB1525  ______________________________________________________________________
 LB1525* NAD 83(1986) POSITION- 40 18 17.     (N) 087 15 27.     (W)   SCALED
 LB1525* NAVD 88 ORTHO HEIGHT -   166.094 (meters)      544.93  (feet) ADJUSTED
 LB1525  ______________________________________________________________________
 LB1525  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 LB1525  DYNAMIC HEIGHT  -        166.010 (meters)      544.65  (feet) COMP
 LB1525  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 LB1525
 LB1525  VERT ORDER      -  SECOND    CLASS 0
 LB1525
 LB1525.The horizontal coordinates were scaled from a map and have
 LB1525.an estimated accuracy of +/- 6 seconds.
 LB1525
 LB1525.The orthometric height was determined by differential leveling and
 LB1525.adjusted by the NATIONAL GEODETIC SURVEY
 LB1525.in June 1991.
 LB1525
 LB1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1525.GEOID18 height accuracy estimate available here.
 LB1525
 LB1525.Click photographs - Photos may exist for this station.
 LB1525
 LB1525.The dynamic height is computed by dividing the NAVD 88
 LB1525.geopotential number by the normal gravity value computed on the
 LB1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1525.degrees latitude (g = 980.6199 gals.).
 LB1525
 LB1525.The modeled gravity was interpolated from observed gravity values.
 LB1525
 LB1525;                    North         East    Units  Estimated Accuracy
 LB1525;SPC IN W     -   561,370.      885,190.      MT  (+/- 180 meters Scaled)
 LB1525
 LB1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK781616(NAD 83)
 LB1525
 LB1525                          SUPERSEDED SURVEY CONTROL
 LB1525
 LB1525  NGVD 29 (??/??/92)  166.163  (m)          545.15   (f) ADJ UNCH    2 0
 LB1525
 LB1525.Superseded values are not recommended for survey control.
 LB1525
 LB1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1525.See file dsdata.pdf to determine how the superseded data were derived.
 LB1525
 LB1525_MARKER: DB = BENCH MARK DISK
 LB1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1525_STAMPING: S 98 1946
 LB1525_MARK LOGO: CGS
 LB1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1525+STABILITY: SURFACE MOTION
 LB1525
 LB1525  HISTORY     - Date     Condition        Report By
 LB1525  HISTORY     - 1946     MONUMENTED       CGS
 LB1525
 LB1525                          STATION DESCRIPTION
 LB1525
 LB1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1525'1.5 MI NW FROM ATTICA.
 LB1525'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1525'OFFICE AT ATTICA, ABOUT 0.35 MILE NORTH OF ITS JUNCTION WITH
 LB1525'U.S. HIGHWAY 41, 0.1 MILE NORTH OF A COVERED BRIDGE OVER PINE
 LB1525'CREEK, AT THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST,
 LB1525'80 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 26 FEET
 LB1525'SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST ROAD, 18 FEET
 LB1525'NORTHEAST OF THE CENTER OF A GATE, 14 FEET NORTHEAST OF AN
 LB1525'UNGRADED ROAD LEADING TO A RED BARN, 2 FEET SOUTHEAST OF A
 LB1525'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE NORTHEAST
 LB1525'ROAD.  A STANDARD DISK, STAMPED S 98 1946 AND SET IN THE TOP
 LB1525'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1572 ***********************************************************************
 LB1572  DESIGNATION -  S 99
 LB1572  PID         -  LB1572
 LB1572  STATE/COUNTY-  IN/WARREN
 LB1572  COUNTRY     -  US
 LB1572  USGS QUAD   -  COVINGTON (2019)
 LB1572
 LB1572                         *CURRENT SURVEY CONTROL
 LB1572  ______________________________________________________________________
 LB1572* NAD 83(1986) POSITION- 40 13 57.91   (N) 087 23 15.56   (W)   HD_HELD1
 LB1572* NAVD 88 ORTHO HEIGHT -   194.691 (meters)      638.75  (feet) ADJUSTED
 LB1572  ______________________________________________________________________
 LB1572  GEOID HEIGHT    -        -33.063 (meters)                     GEOID18
 LB1572  DYNAMIC HEIGHT  -        194.592 (meters)      638.42  (feet) COMP
 LB1572  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB1572
 LB1572  VERT ORDER      -  SECOND    CLASS 0
 LB1572
 LB1572.The horizontal coordinates were determined by differentially corrected
 LB1572.hand held GPS observations or other comparable positioning techniques
 LB1572.and have an estimated accuracy of +/- 3 meters.
 LB1572
 LB1572.The orthometric height was determined by differential leveling and
 LB1572.adjusted by the NATIONAL GEODETIC SURVEY
 LB1572.in June 1991.
 LB1572
 LB1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1572.GEOID18 height accuracy estimate available here.
 LB1572
 LB1572.Click photographs - Photos may exist for this station.
 LB1572
 LB1572.The dynamic height is computed by dividing the NAVD 88
 LB1572.geopotential number by the normal gravity value computed on the
 LB1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1572.degrees latitude (g = 980.6199 gals.).
 LB1572
 LB1572.The modeled gravity was interpolated from observed gravity values.
 LB1572
 LB1572;                    North         East    Units  Estimated Accuracy
 LB1572;SPC IN W     -   553,405.3     874,102.0     MT  (+/- 3 meters HH1 GPS) 
 LB1572
 LB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6702253663(NAD 83)
 LB1572
 LB1572                          SUPERSEDED SURVEY CONTROL
 LB1572
 LB1572  NGVD 29 (??/??/92)  194.742  (m)          638.92   (f) ADJ UNCH    2 0
 LB1572
 LB1572.Superseded values are not recommended for survey control.
 LB1572
 LB1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1572.See file dsdata.pdf to determine how the superseded data were derived.
 LB1572
 LB1572_MARKER: DB = BENCH MARK DISK
 LB1572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1572_SP_SET: CULVERT HEADWALL
 LB1572_STAMPING: S 99 1946
 LB1572_MARK LOGO: CGS
 LB1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1572+STABILITY: SURFACE MOTION
 LB1572
 LB1572  HISTORY     - Date     Condition        Report By
 LB1572  HISTORY     - 1946     MONUMENTED       CGS
 LB1572
 LB1572                          STATION DESCRIPTION
 LB1572
 LB1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1572'2.7 MI S FROM WEST LEBANON.
 LB1572'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 63 FROM THE POST
 LB1572'OFFICE AT WEST LEBANON, SET IN THE SOUTH END OF THE WEST HEAD
 LB1572'WALL OF A 4 FOOT CONCRETE CULVERT, ABOUT 200 FEET SOUTH OF AN
 LB1572'EAST-WEST ROAD, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB1572'0.9 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT
 LB1572'3 FEET BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED S 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2230 ***********************************************************************
 ME2230  DESIGNATION -  S BEND JAMES MONROE SCH STACK
 ME2230  PID         -  ME2230
 ME2230  STATE/COUNTY-  IN/ST JOSEPH
 ME2230  COUNTRY     -  US
 ME2230  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2230
 ME2230                         *CURRENT SURVEY CONTROL
 ME2230  ______________________________________________________________________
 ME2230* NAD 83(1997) POSITION- 41 38 34.29895(N) 086 14 42.89730(W)   ADJUSTED
 ME2230  ______________________________________________________________________
 ME2230  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME2230  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 ME2230  HORZ ORDER      -  THIRD
 ME2230
 ME2230.The horizontal coordinates were established by classical geodetic methods
 ME2230.and adjusted by the National Geodetic Survey in May 1999.
 ME2230
 ME2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2230.GEOID18 height accuracy estimate available here.
 ME2230
 ME2230.Click photographs - Photos may exist for this station.
 ME2230
 ME2230.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2230
 ME2230. The following values were computed from the NAD 83(1997) position.
 ME2230
 ME2230;                    North         East     Units Scale Factor Converg.
 ME2230;SPC IN E     -   710,113.742    51,798.399   MT  0.99999525   -0 23 04.1
 ME2230;SPC IN E     - 2,329,764.84    169,941.91   sFT  0.99999525   -0 23 04.1
 ME2230;UTM  16      - 4,610,399.808   562,855.170   MT  0.99964862   +0 30 05.5
 ME2230
 ME2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6285510399(NAD 83)
 ME2230
 ME2230                          SUPERSEDED SURVEY CONTROL
 ME2230
 ME2230  NAD 83(1994)-  41 38 34.30016(N)    086 14 42.90179(W) AD(       ) 3
 ME2230  NAD 83(1986)-  41 38 34.30076(N)    086 14 42.90338(W) AD(       ) 3
 ME2230  NAD 27      -  41 38 34.12100(N)    086 14 42.88000(W) AD(       ) 3
 ME2230
 ME2230.Superseded values are not recommended for survey control.
 ME2230
 ME2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2230.See file dsdata.pdf to determine how the superseded data were derived.
 ME2230
 ME2230_MARKER: 63 = STACK
 ME2230
 ME2230  HISTORY     - Date     Condition        Report By
 ME2230  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2230
 ME2230                          STATION DESCRIPTION
 ME2230
 ME2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2230'THE CENTER OF THE TOP OF THE JAMES MONROE SCHOOL STACK, LOCATED IN
 ME2230'THE SOUTHEAST SECTION OF
 ME2230'SOUTH BEND 0.2 MILE EAST OF THE INTERSECTION U.S. HIGHWAY 31 AND
 ME2230'FARNEMAN AVENUE.  IT IS A SQUARE,
 ME2230'BRICK STACK ABOUT 75 FEET HIGH AND IS IN THE REAR OF THE SCHOOL
 ME2230'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2234 ***********************************************************************
 ME2234  DESIGNATION -  S BEND NOTRE DAME AD BLDG DOME
 ME2234  PID         -  ME2234
 ME2234  STATE/COUNTY-  IN/ST JOSEPH
 ME2234  COUNTRY     -  US
 ME2234  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2234
 ME2234                         *CURRENT SURVEY CONTROL
 ME2234  ______________________________________________________________________
 ME2234* NAD 83(1997) POSITION- 41 42 10.93577(N) 086 14 20.33961(W)   ADJUSTED
 ME2234  ______________________________________________________________________
 ME2234  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME2234  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 ME2234  HORZ ORDER      -  THIRD
 ME2234
 ME2234.The horizontal coordinates were established by classical geodetic methods
 ME2234.and adjusted by the National Geodetic Survey in May 1999.
 ME2234
 ME2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2234.GEOID18 height accuracy estimate available here.
 ME2234
 ME2234.Click photographs - Photos may exist for this station.
 ME2234
 ME2234.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2234
 ME2234. The following values were computed from the NAD 83(1997) position.
 ME2234
 ME2234;                    North         East     Units Scale Factor Converg.
 ME2234;SPC IN E     -   716,793.738    52,364.811   MT  0.99999458   -0 22 50.7
 ME2234;SPC IN E     - 2,351,680.79    171,800.22   sFT  0.99999458   -0 22 50.7
 ME2234;UTM  16      - 4,617,085.454   563,318.000   MT  0.99964933   +0 30 22.7
 ME2234
 ME2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6331717085(NAD 83)
 ME2234
 ME2234                          SUPERSEDED SURVEY CONTROL
 ME2234
 ME2234  NAD 83(1994)-  41 42 10.93647(N)    086 14 20.34323(W) AD(       ) 3
 ME2234  NAD 83(1986)-  41 42 10.93749(N)    086 14 20.34534(W) AD(       ) 3
 ME2234  NAD 27      -  41 42 10.76400(N)    086 14 20.32100(W) AD(       ) 3
 ME2234
 ME2234.Superseded values are not recommended for survey control.
 ME2234
 ME2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2234.See file dsdata.pdf to determine how the superseded data were derived.
 ME2234
 ME2234_MARKER: 87 = DOME
 ME2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2234+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 ME2234
 ME2234  HISTORY     - Date     Condition        Report By
 ME2234  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2234  HISTORY     - 1935     GOOD             CGS
 ME2234  HISTORY     - 1952     GOOD             CGS
 ME2234  HISTORY     - 1958     GOOD             CGS
 ME2234  HISTORY     - 1962     GOOD             CGS
 ME2234  HISTORY     - 1970     GOOD             NGS
 ME2234  HISTORY     - 1982     GOOD             NGS
 ME2234  HISTORY     - 1990     GOOD             USPSQD
 ME2234  HISTORY     - 20010930 GOOD             USPSQD
 ME2234  HISTORY     - 20011128 GOOD             NGS
 ME2234  HISTORY     - 20030927 GOOD             USPSQD
 ME2234
 ME2234                          STATION DESCRIPTION
 ME2234
 ME2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ME2234'STATION IN GOOD CONDITION.
 ME2234'
 ME2234'NOTE- THE NOTRE DAME HISTORY OF BUILDINGS STATES THAT THE
 ME2234'OLD DOME WAS
 ME2234'BURNED IN APRIL 1879.
 ME2234
 ME2234                          STATION RECOVERY (1952)
 ME2234
 ME2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2234'THE STATION IS THE CENTER OF THE BASE OF A LARGE GOLDEN STATUE
 ME2234'ATOP THE LARGE
 ME2234'GOLDEN DOME OF THE NOTRE DAME UNIVERSITY ADMINISTRATION BUILDING.
 ME2234'THE BUILDING IS ABOUT 225 FEET
 ME2234'HIGH, OF TAN BRICK AND LIMESTONE CONSTRUCTION AND IS LOCATED
 ME2234'NEAR THE CENTER OF THE CAMPUS OF NOTRE DAME
 ME2234'UNIVERSITY AT NOTRE DAME, INDIANA.
 ME2234'
 ME2234'PROBABLY THE SAME STATION AS LOCATED IN 1932.
 ME2234
 ME2234                          STATION RECOVERY (1958)
 ME2234
 ME2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 ME2234'STATION RECOVERED AS DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
 ME2234
 ME2234                          STATION RECOVERY (1962)
 ME2234
 ME2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 ME2234'STATION RECOVERED AS DESCRIBED.  THE 1952
 ME2234'DESCRIPTION IS
 ME2234'ADEQUATE.
 ME2234
 ME2234                          STATION RECOVERY (1970)
 ME2234
 ME2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 ME2234'THE STATION WAS RECOVERED AS DESCRIBED.
 ME2234'
 ME2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX 2-1/2 MILES
 ME2234'NORTH OF SOUTH BEND.
 ME2234
 ME2234                          STATION RECOVERY (1982)
 ME2234
 ME2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 ME2234'RECOVERED AS DESCRIBED.
 ME2234'
 ME2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH BEND ON
 ME2234'THE NOTRE DAME CAMPUS.
 ME2234
 ME2234                          STATION RECOVERY (1990)
 ME2234
 ME2234'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 ME2234'RECOVERED IN GOOD CONDITION.
 ME2234
 ME2234                          STATION RECOVERY (2001)
 ME2234
 ME2234'RECOVERY NOTE BY US POWER SQUADRON 2001 (SR)
 ME2234'ADMINISTRATION BUILDING IS EAST OF SACRED HEART BASILICA.
 ME2234
 ME2234                          STATION RECOVERY (2001)
 ME2234
 ME2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2234'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 ME2234
 ME2234                          STATION RECOVERY (2003)
 ME2234
 ME2234'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 ME2234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2211 ***********************************************************************
 ME2211  DESIGNATION -  S BEND NOTRE DAME SACR HRT CH
 ME2211  PID         -  ME2211
 ME2211  STATE/COUNTY-  IN/ST JOSEPH
 ME2211  COUNTRY     -  US
 ME2211  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2211
 ME2211                         *CURRENT SURVEY CONTROL
 ME2211  ______________________________________________________________________
 ME2211* NAD 83(1997) POSITION- 41 42 08.30795(N) 086 14 22.96263(W)   ADJUSTED
 ME2211  ______________________________________________________________________
 ME2211  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 ME2211  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 ME2211  HORZ ORDER      -  THIRD
 ME2211
 ME2211.The horizontal coordinates were established by classical geodetic methods
 ME2211.and adjusted by the National Geodetic Survey in May 1999.
 ME2211
 ME2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2211.GEOID18 height accuracy estimate available here.
 ME2211
 ME2211.Click photographs - Photos may exist for this station.
 ME2211
 ME2211.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2211
 ME2211. The following values were computed from the NAD 83(1997) position.
 ME2211
 ME2211;                    North         East     Units Scale Factor Converg.
 ME2211;SPC IN E     -   716,713.070    52,303.627   MT  0.99999465   -0 22 52.4
 ME2211;SPC IN E     - 2,351,416.13    171,599.48   sFT  0.99999465   -0 22 52.4
 ME2211;UTM  16      - 4,617,003.877   563,258.092   MT  0.99964924   +0 30 20.9
 ME2211
 ME2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6325817003(NAD 83)
 ME2211
 ME2211                          SUPERSEDED SURVEY CONTROL
 ME2211
 ME2211  NAD 83(1994)-  41 42 08.30775(N)    086 14 22.96545(W) AD(       ) 3
 ME2211  NAD 83(1986)-  41 42 08.31006(N)    086 14 22.96879(W) AD(       ) 3
 ME2211  NAD 27      -  41 42 08.12500(N)    086 14 22.93600(W) AD(       ) 3
 ME2211
 ME2211.Superseded values are not recommended for survey control.
 ME2211
 ME2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2211.See file dsdata.pdf to determine how the superseded data were derived.
 ME2211
 ME2211_MARKER: 90 = CHURCH SPIRE
 ME2211
 ME2211  HISTORY     - Date     Condition        Report By
 ME2211  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2211  HISTORY     - 1990     GOOD             USPSQD
 ME2211
 ME2211                          STATION DESCRIPTION
 ME2211
 ME2211'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2214 ***********************************************************************
 ME2214  DESIGNATION -  S BEND NOTRE DAME WATER TANK
 ME2214  PID         -  ME2214
 ME2214  STATE/COUNTY-  IN/ST JOSEPH
 ME2214  COUNTRY     -  US
 ME2214  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2214
 ME2214                         *CURRENT SURVEY CONTROL
 ME2214  ______________________________________________________________________
 ME2214* NAD 83(1997) POSITION- 41 42 20.49512(N) 086 14 09.52022(W)   ADJUSTED
 ME2214  ______________________________________________________________________
 ME2214  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 ME2214  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 ME2214  HORZ ORDER      -  THIRD
 ME2214
 ME2214.The horizontal coordinates were established by classical geodetic methods
 ME2214.and adjusted by the National Geodetic Survey in May 1999.
 ME2214
 ME2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2214.GEOID18 height accuracy estimate available here.
 ME2214
 ME2214.Click photographs - Photos may exist for this station.
 ME2214
 ME2214.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2214
 ME2214. The following values were computed from the NAD 83(1997) position.
 ME2214
 ME2214;                    North         East     Units Scale Factor Converg.
 ME2214;SPC IN E     -   717,086.998    52,616.906   MT  0.99999428   -0 22 43.6
 ME2214;SPC IN E     - 2,352,642.93    172,627.30   sFT  0.99999428   -0 22 43.6
 ME2214;UTM  16      - 4,617,382.480   563,565.439   MT  0.99964972   +0 30 30.0
 ME2214
 ME2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6356517382(NAD 83)
 ME2214
 ME2214                          SUPERSEDED SURVEY CONTROL
 ME2214
 ME2214  NAD 83(1994)-  41 42 20.49580(N)    086 14 09.52392(W) AD(       ) 3
 ME2214  NAD 83(1986)-  41 42 20.49657(N)    086 14 09.52581(W) AD(       ) 3
 ME2214  NAD 27      -  41 42 20.31800(N)    086 14 09.50300(W) AD(       ) 3
 ME2214
 ME2214.Superseded values are not recommended for survey control.
 ME2214
 ME2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2214.See file dsdata.pdf to determine how the superseded data were derived.
 ME2214
 ME2214_MARKER: 53 = ELEVATED TANK
 ME2214
 ME2214  HISTORY     - Date     Condition        Report By
 ME2214  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2214  HISTORY     - 20010930 GOOD             USPSQD
 ME2214  HISTORY     - 20011128 GOOD             NGS
 ME2214
 ME2214                          STATION DESCRIPTION
 ME2214
 ME2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2214'THE BALL AT THE APEX OF THE UNIVERSITY OF NOTRE DAME WATER TANK,
 ME2214'LOCATED IN THE NORTHEAST
 ME2214'SECTION OF THE CAMPUS OF THE UNIVERSITY.  IT IS A FOUR LEGGED STEEL
 ME2214'STRUCTURE ABOUT 125 FEET HIGH AND IS
 ME2214'PAINTED SILVER.
 ME2214
 ME2214                          STATION RECOVERY (2001)
 ME2214
 ME2214'RECOVERY NOTE BY US POWER SQUADRON 2001 (SR)
 ME2214'WATER TANK IS LOCATED IN NORTHWEST CORNER OF ST. JOSEPH AND HOLY
 ME2214'CROSS, NORTHEST SECTION OF CAMPASS AND DIRECTLY EAST OF POWER PLANT.
 ME2214
 ME2214                          STATION RECOVERY (2001)
 ME2214
 ME2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ME2214'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2203 ***********************************************************************
 ME2203  DESIGNATION -  S BEND RADIO STA WSBT MAST 5
 ME2203  PID         -  ME2203
 ME2203  STATE/COUNTY-  IN/ST JOSEPH
 ME2203  COUNTRY     -  US
 ME2203  USGS QUAD   -  WYATT (2019)
 ME2203
 ME2203                         *CURRENT SURVEY CONTROL
 ME2203  ______________________________________________________________________
 ME2203* NAD 83(1997) POSITION- 41 36 55.16905(N) 086 13 06.02171(W)   ADJUSTED
 ME2203  ______________________________________________________________________
 ME2203  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME2203  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 ME2203  HORZ ORDER      -  THIRD
 ME2203
 ME2203.The horizontal coordinates were established by classical geodetic methods
 ME2203.and adjusted by the National Geodetic Survey in May 1999.
 ME2203
 ME2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2203.GEOID18 height accuracy estimate available here.
 ME2203
 ME2203.Click photographs - Photos may exist for this station.
 ME2203
 ME2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2203
 ME2203. The following values were computed from the NAD 83(1997) position.
 ME2203
 ME2203;                    North         East     Units Scale Factor Converg.
 ME2203;SPC IN E     -   707,040.809    54,020.703   MT  0.99999267   -0 21 59.0
 ME2203;SPC IN E     - 2,319,683.05    177,232.92   sFT  0.99999267   -0 21 59.0
 ME2203;UTM  16      - 4,607,362.640   565,123.932   MT  0.99965219   +0 31 08.9
 ME2203
 ME2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6512307362(NAD 83)
 ME2203
 ME2203                          SUPERSEDED SURVEY CONTROL
 ME2203
 ME2203  NAD 83(1994)-  41 36 55.17110(N)    086 13 06.02628(W) AD(       ) 3
 ME2203  NAD 83(1986)-  41 36 55.17153(N)    086 13 06.02787(W) AD(       ) 3
 ME2203  NAD 27      -  41 36 54.99500(N)    086 13 06.00500(W) AD(       ) 3
 ME2203
 ME2203.Superseded values are not recommended for survey control.
 ME2203
 ME2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2203.See file dsdata.pdf to determine how the superseded data were derived.
 ME2203
 ME2203_MARKER: 42 = RADIO/TV MAST
 ME2203
 ME2203  HISTORY     - Date     Condition        Report By
 ME2203  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2203
 ME2203                          STATION DESCRIPTION
 ME2203
 ME2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2203'THE LIGHT AT THE TOP OF THE MOST SOUTHERLY OF FOUR NORTH SOUTH
 ME2203'MASTS, LOCATED
 ME2203'ABOUT 2 MILES SOUTHEAST OF SOUTH BEND.  THE MAST IS A FOUR LEGGED
 ME2203'STEEL STRUCTURE, 265 FEET HIGH,
 ME2203'PAINTED IN ALTERNATE COLORS OF RED AND WHITE.
 ME2203'
 ME2203'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD AT THE SOUTH
 ME2203'EDGE OF SOUTH BEND, GO EAST ON
 ME2203'IRELAND ROAD FOR 1.05 MILES TO IRONWOOD ROAD, TURN RIGHT AND GO SOUTH
 ME2203'FOR 0.8 MILE TO DRIVEWAY ON RIGHT
 ME2203'AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2204 ***********************************************************************
 ME2204  DESIGNATION -  S BEND RADIO STA WSBT MAST 1
 ME2204  PID         -  ME2204
 ME2204  STATE/COUNTY-  IN/ST JOSEPH
 ME2204  COUNTRY     -  US
 ME2204  USGS QUAD   -  WYATT (2019)
 ME2204
 ME2204                         *CURRENT SURVEY CONTROL
 ME2204  ______________________________________________________________________
 ME2204* NAD 83(1997) POSITION- 41 36 59.20137(N) 086 12 58.94725(W)   ADJUSTED
 ME2204  ______________________________________________________________________
 ME2204  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2204  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 ME2204  HORZ ORDER      -  THIRD
 ME2204
 ME2204.The horizontal coordinates were established by classical geodetic methods
 ME2204.and adjusted by the National Geodetic Survey in May 1999.
 ME2204
 ME2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2204.GEOID18 height accuracy estimate available here.
 ME2204
 ME2204.Click photographs - Photos may exist for this station.
 ME2204
 ME2204.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2204
 ME2204. The following values were computed from the NAD 83(1997) position.
 ME2204
 ME2204;                    North         East     Units Scale Factor Converg.
 ME2204;SPC IN E     -   707,164.163    54,185.280   MT  0.99999249   -0 21 54.3
 ME2204;SPC IN E     - 2,320,087.76    177,772.87   sFT  0.99999249   -0 21 54.3
 ME2204;UTM  16      - 4,607,488.480   565,286.528   MT  0.99965245   +0 31 13.6
 ME2204
 ME2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6528607488(NAD 83)
 ME2204
 ME2204                          SUPERSEDED SURVEY CONTROL
 ME2204
 ME2204  NAD 83(1994)-  41 36 59.20318(N)    086 12 58.95197(W) AD(       ) 3
 ME2204  NAD 83(1986)-  41 36 59.20366(N)    086 12 58.95355(W) AD(       ) 3
 ME2204  NAD 27      -  41 36 59.03000(N)    086 12 58.93000(W) AD(       ) 3
 ME2204
 ME2204.Superseded values are not recommended for survey control.
 ME2204
 ME2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2204.See file dsdata.pdf to determine how the superseded data were derived.
 ME2204
 ME2204_MARKER: 42 = RADIO/TV MAST
 ME2204
 ME2204  HISTORY     - Date     Condition        Report By
 ME2204  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2204
 ME2204                          STATION DESCRIPTION
 ME2204
 ME2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2204'THE LIGHT AT THE TOP OF THE MOST EASTERLY OF FIVE MASTS, LOCATED
 ME2204'ABOUT 2 MILES
 ME2204'SOUTHEAST OF SOUTH BEND.  THE MAST IS A THREE LEGGED STEEL STRUCTURE,
 ME2204'470 FEET HIGH, PAINTED IN ALTERNATE
 ME2204'COLORS OF RED AND WHITE.
 ME2204'
 ME2204'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD AT THE SOUTH
 ME2204'EDGE OF SOUTH BEND, GO EAST ON
 ME2204'IRELAND ROAD FOR 1.05 MILES TO IRONWOOD ROAD, TURN RIGHT AND GO SOUTH
 ME2204'FOR 0.8 MILE TO DRIVEWAY ON THE
 ME2204'RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2205 ***********************************************************************
 ME2205  DESIGNATION -  S BEND RADIO STA WSBT MAST 2
 ME2205  PID         -  ME2205
 ME2205  STATE/COUNTY-  IN/ST JOSEPH
 ME2205  COUNTRY     -  US
 ME2205  USGS QUAD   -  WYATT (2019)
 ME2205
 ME2205                         *CURRENT SURVEY CONTROL
 ME2205  ______________________________________________________________________
 ME2205* NAD 83(1997) POSITION- 41 37 02.96317(N) 086 13 07.33534(W)   ADJUSTED
 ME2205  ______________________________________________________________________
 ME2205  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2205  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 ME2205  HORZ ORDER      -  THIRD
 ME2205
 ME2205.The horizontal coordinates were established by classical geodetic methods
 ME2205.and adjusted by the National Geodetic Survey in May 1999.
 ME2205
 ME2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2205.GEOID18 height accuracy estimate available here.
 ME2205
 ME2205.Click photographs - Photos may exist for this station.
 ME2205
 ME2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2205
 ME2205. The following values were computed from the NAD 83(1997) position.
 ME2205
 ME2205;                    North         East     Units Scale Factor Converg.
 ME2205;SPC IN E     -   707,281.458    53,991.829   MT  0.99999271   -0 21 59.9
 ME2205;SPC IN E     - 2,320,472.58    177,138.19   sFT  0.99999271   -0 21 59.9
 ME2205;UTM  16      - 4,607,602.732   565,091.354   MT  0.99965214   +0 31 08.1
 ME2205
 ME2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6509107602(NAD 83)
 ME2205
 ME2205                          SUPERSEDED SURVEY CONTROL
 ME2205
 ME2205  NAD 83(1994)-  41 37 02.96520(N)    086 13 07.33984(W) AD(       ) 3
 ME2205  NAD 83(1986)-  41 37 02.96566(N)    086 13 07.34145(W) AD(       ) 3
 ME2205  NAD 27      -  41 37 02.78800(N)    086 13 07.32000(W) AD(       ) 3
 ME2205
 ME2205.Superseded values are not recommended for survey control.
 ME2205
 ME2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2205.See file dsdata.pdf to determine how the superseded data were derived.
 ME2205
 ME2205_MARKER: 42 = RADIO/TV MAST
 ME2205
 ME2205  HISTORY     - Date     Condition        Report By
 ME2205  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2205
 ME2205                          STATION DESCRIPTION
 ME2205
 ME2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2205'THE LIGHT AT THE TOP OF THE MOST NORTHERLY OF FOUR NORTH SOUTH
 ME2205'MASTS, LOCATED
 ME2205'ABOUT 2 MILES SOUTHEAST OF SOUTH BEND.  THE MAST IS A FOUR LEGGED
 ME2205'STEEL STRUCTURE, 265 FEET HIGH,
 ME2205'PAINTED IN ALTERNATE COLORS OF RED AND WHITE.
 ME2205'
 ME2205'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD AT THE SOUTH
 ME2205'EDGE OF SOUTH BEND, GO EAST ON
 ME2205'IRELAND ROAD FOR 1.05 MILES TO IRONWOOD ROAD, TURN RIGHT AND GO SOUTH
 ME2205'FOR 0.8 MILE TO DRIVEWAY ON THE
 ME2205'RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2206 ***********************************************************************
 ME2206  DESIGNATION -  S BEND RADIO STA WSBT MAST 3
 ME2206  PID         -  ME2206
 ME2206  STATE/COUNTY-  IN/ST JOSEPH
 ME2206  COUNTRY     -  US
 ME2206  USGS QUAD   -  WYATT (2019)
 ME2206
 ME2206                         *CURRENT SURVEY CONTROL
 ME2206  ______________________________________________________________________
 ME2206* NAD 83(1997) POSITION- 41 37 00.36227(N) 086 13 06.90020(W)   ADJUSTED
 ME2206  ______________________________________________________________________
 ME2206  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 ME2206  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 ME2206  HORZ ORDER      -  THIRD
 ME2206
 ME2206.The horizontal coordinates were established by classical geodetic methods
 ME2206.and adjusted by the National Geodetic Survey in May 1999.
 ME2206
 ME2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2206.GEOID18 height accuracy estimate available here.
 ME2206
 ME2206.Click photographs - Photos may exist for this station.
 ME2206
 ME2206.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2206
 ME2206. The following values were computed from the NAD 83(1997) position.
 ME2206
 ME2206;                    North         East     Units Scale Factor Converg.
 ME2206;SPC IN E     -   707,201.153    54,001.389   MT  0.99999269   -0 21 59.6
 ME2206;SPC IN E     - 2,320,209.12    177,169.56   sFT  0.99999269   -0 21 59.6
 ME2206;UTM  16      - 4,607,522.612   565,102.151   MT  0.99965216   +0 31 08.4
 ME2206
 ME2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6510207522(NAD 83)
 ME2206
 ME2206                          SUPERSEDED SURVEY CONTROL
 ME2206
 ME2206  NAD 83(1994)-  41 37 00.36431(N)    086 13 06.90473(W) AD(       ) 3
 ME2206  NAD 83(1986)-  41 37 00.36478(N)    086 13 06.90632(W) AD(       ) 3
 ME2206  NAD 27      -  41 37 00.18800(N)    086 13 06.88500(W) AD(       ) 3
 ME2206
 ME2206.Superseded values are not recommended for survey control.
 ME2206
 ME2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2206.See file dsdata.pdf to determine how the superseded data were derived.
 ME2206
 ME2206_MARKER: 42 = RADIO/TV MAST
 ME2206
 ME2206  HISTORY     - Date     Condition        Report By
 ME2206  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2206
 ME2206                          STATION DESCRIPTION
 ME2206
 ME2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2206'THE LIGHT AT THE TOP OF THE SECOND MOST NORTHERLY OF FOUR NORTH
 ME2206'SOUTH MASTS,
 ME2206'LOCATED ABOUT 2 MILES SOUTHEAST OF SOUTH BEND.  THE MAST IS A FOUR
 ME2206'LEGGED STEEL STRUCTURE, 265 FEET
 ME2206'HIGH, PAINTED IN ALTERNATE COLORS OF RED AND WHITE.
 ME2206'
 ME2206'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD AT THE SOUTH
 ME2206'EDGE OF SOUTH BEND, GO EAST ON
 ME2206'IRELAND ROAD FOR 1.05 MILES TO IRONWOOD ROAD, TURN RIGHT AND GO SOUTH
 ME2206'FOR 0.8 MILE TO DRIVEWAY ON THE
 ME2206'RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2207 ***********************************************************************
 ME2207  DESIGNATION -  S BEND RADIO STA WSBT MAST 4
 ME2207  PID         -  ME2207
 ME2207  STATE/COUNTY-  IN/ST JOSEPH
 ME2207  COUNTRY     -  US
 ME2207  USGS QUAD   -  WYATT (2019)
 ME2207
 ME2207                         *CURRENT SURVEY CONTROL
 ME2207  ______________________________________________________________________
 ME2207* NAD 83(1997) POSITION- 41 36 57.76961(N) 086 13 06.45860(W)   ADJUSTED
 ME2207  ______________________________________________________________________
 ME2207  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME2207  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 ME2207  HORZ ORDER      -  THIRD
 ME2207
 ME2207.The horizontal coordinates were established by classical geodetic methods
 ME2207.and adjusted by the National Geodetic Survey in May 1999.
 ME2207
 ME2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2207.GEOID18 height accuracy estimate available here.
 ME2207
 ME2207.Click photographs - Photos may exist for this station.
 ME2207
 ME2207.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2207
 ME2207. The following values were computed from the NAD 83(1997) position.
 ME2207
 ME2207;                    North         East     Units Scale Factor Converg.
 ME2207;SPC IN E     -   707,121.103    54,011.101   MT  0.99999268   -0 21 59.3
 ME2207;SPC IN E     - 2,319,946.49    177,201.42   sFT  0.99999268   -0 21 59.3
 ME2207;UTM  16      - 4,607,442.748   565,113.095   MT  0.99965217   +0 31 08.6
 ME2207
 ME2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6511307442(NAD 83)
 ME2207
 ME2207                          SUPERSEDED SURVEY CONTROL
 ME2207
 ME2207  NAD 83(1994)-  41 36 57.77166(N)    086 13 06.46315(W) AD(       ) 3
 ME2207  NAD 83(1986)-  41 36 57.77213(N)    086 13 06.46473(W) AD(       ) 3
 ME2207  NAD 27      -  41 36 57.59500(N)    086 13 06.44400(W) AD(       ) 3
 ME2207
 ME2207.Superseded values are not recommended for survey control.
 ME2207
 ME2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2207.See file dsdata.pdf to determine how the superseded data were derived.
 ME2207
 ME2207_MARKER: 42 = RADIO/TV MAST
 ME2207
 ME2207  HISTORY     - Date     Condition        Report By
 ME2207  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2207
 ME2207                          STATION DESCRIPTION
 ME2207
 ME2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2207'THE LIGHT AT THE TOP OF THE THIRD MOST NORTHERLY OF FOUR NORTH
 ME2207'SOUTH MASTS,
 ME2207'LOCATED ABOUT 2 MILES SOUTHEAST OF SOUTH BEND.  THE MAST IS A FOUR
 ME2207'LEGGED STEEL STRUCTURE, 265 FEET
 ME2207'HIGH, PAINTED IN ALTERNATE COLORS OF RED AND WHITE.
 ME2207'
 ME2207'TO REACH THE STATION FROM MIAMI HIGHWAY AND IRELAND ROAD AT THE SOUTH
 ME2207'EDGE OF SOUTH BEND, GO EAST ON
 ME2207'IRELAND ROAD FOR 1.05 MILES TO IRONWOOD ROAD, TURN RIGHT AND GO SOUTH
 ME2207'FOR 0.8 MILE TO DRIVEWAY ON THE
 ME2207'RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2216 ***********************************************************************
 ME2216  DESIGNATION -  S BEND ST FRANCIS CONVENT TK
 ME2216  PID         -  ME2216
 ME2216  STATE/COUNTY-  IN/ST JOSEPH
 ME2216  COUNTRY     -  US
 ME2216  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2216
 ME2216                         *CURRENT SURVEY CONTROL
 ME2216  ______________________________________________________________________
 ME2216* NAD 83(1997) POSITION- 41 38 40.54324(N) 086 11 51.79382(W)   ADJUSTED
 ME2216  ______________________________________________________________________
 ME2216  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME2216  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 ME2216  HORZ ORDER      -  THIRD
 ME2216
 ME2216.The horizontal coordinates were established by classical geodetic methods
 ME2216.and adjusted by the National Geodetic Survey in May 1999.
 ME2216
 ME2216.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2216.GEOID18 height accuracy estimate available here.
 ME2216
 ME2216.Click photographs - Photos may exist for this station.
 ME2216
 ME2216.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2216
 ME2216. The following values were computed from the NAD 83(1997) position.
 ME2216
 ME2216;                    North         East     Units Scale Factor Converg.
 ME2216;SPC IN E     -   710,280.905    55,759.210   MT  0.99999074   -0 21 10.4
 ME2216;SPC IN E     - 2,330,313.27    182,936.67   sFT  0.99999074   -0 21 10.4
 ME2216;UTM  16      - 4,610,628.121   566,811.572   MT  0.99965493   +0 31 59.3
 ME2216
 ME2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6681110628(NAD 83)
 ME2216
 ME2216                          SUPERSEDED SURVEY CONTROL
 ME2216
 ME2216  NAD 83(1994)-  41 38 40.54393(N)    086 11 51.79857(W) AD(       ) 3
 ME2216  NAD 83(1986)-  41 38 40.54459(N)    086 11 51.80031(W) AD(       ) 3
 ME2216  NAD 27      -  41 38 40.36700(N)    086 11 51.78200(W) AD(       ) 3
 ME2216
 ME2216.Superseded values are not recommended for survey control.
 ME2216
 ME2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2216.See file dsdata.pdf to determine how the superseded data were derived.
 ME2216
 ME2216_MARKER: 53 = ELEVATED TANK
 ME2216
 ME2216  HISTORY     - Date     Condition        Report By
 ME2216  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2216  HISTORY     - 1988     GOOD             USPSQD
 ME2216
 ME2216                          STATION DESCRIPTION
 ME2216
 ME2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2216'THE BALL AT THE APEX OF THE ROOF OF THE ST. FRANCIS CONVENT
 ME2216'WATER TANK WHICH
 ME2216'IS A 4-LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND THE TANK IS
 ME2216'PAINTED RED AND WHITE.  THE STATION
 ME2216'IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE CENTER
 ME2216'OF SOUTH BEND.
 ME2216'
 ME2216'TO REACH THE STATION FROM THE INTERSECTION OF EAST EWING AVENUE AND
 ME2216'SOUTH MICHIGAN STREET
 ME2216'(U.S. HIGHWAY 31), GO EAST ON EAST EWING AVENUE FOR 2.6 MILES TO THE
 ME2216'ENTRANCE INTO THE ST. FRANCIS
 ME2216'CONVENT ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1
 ME2216'MILE TO WHERE ROAD FORKS, TURN LEFT AND GO UP
 ME2216'HILL FOR 0.2 MILE TO THE STATION ON THE
 ME2216'LEFT AS DESCRIBED.
 ME2216
 ME2216                          STATION RECOVERY (1988)
 ME2216
 ME2216'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2244 ***********************************************************************
 ME2244  DESIGNATION -  S BEND STUDEBAKER CORP TANK
 ME2244  PID         -  ME2244
 ME2244  STATE/COUNTY-  IN/ST JOSEPH
 ME2244  COUNTRY     -  US
 ME2244  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2244
 ME2244                         *CURRENT SURVEY CONTROL
 ME2244  ______________________________________________________________________
 ME2244* NAD 83(1997) POSITION- 41 40 06.47607(N) 086 15 18.30653(W)   ADJUSTED
 ME2244  ______________________________________________________________________
 ME2244  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 ME2244  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 ME2244  HORZ ORDER      -  THIRD
 ME2244
 ME2244.The horizontal coordinates were established by classical geodetic methods
 ME2244.and adjusted by the National Geodetic Survey in May 1999.
 ME2244
 ME2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2244.GEOID18 height accuracy estimate available here.
 ME2244
 ME2244.Click photographs - Photos may exist for this station.
 ME2244
 ME2244.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2244
 ME2244. The following values were computed from the NAD 83(1997) position.
 ME2244
 ME2244;                    North         East     Units Scale Factor Converg.
 ME2244;SPC IN E     -   712,963.044    50,998.381   MT  0.99999620   -0 23 28.3
 ME2244;SPC IN E     - 2,339,112.92    167,317.19   sFT  0.99999620   -0 23 28.3
 ME2244;UTM  16      - 4,613,235.409   562,011.471   MT  0.99964732   +0 29 42.9
 ME2244
 ME2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6201113235(NAD 83)
 ME2244
 ME2244                          SUPERSEDED SURVEY CONTROL
 ME2244
 ME2244  NAD 83(1994)-  41 40 06.47649(N)    086 15 18.31056(W) AD(       ) 3
 ME2244  NAD 83(1986)-  41 40 06.47840(N)    086 15 18.31259(W) AD(       ) 3
 ME2244  NAD 27      -  41 40 06.29900(N)    086 15 18.29900(W) AD(       ) 3
 ME2244
 ME2244.Superseded values are not recommended for survey control.
 ME2244
 ME2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2244.See file dsdata.pdf to determine how the superseded data were derived.
 ME2244
 ME2244_MARKER: 53 = ELEVATED TANK
 ME2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2244+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 ME2244
 ME2244  HISTORY     - Date     Condition        Report By
 ME2244  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2244  HISTORY     - 1988     GOOD             USPSQD
 ME2244  HISTORY     - 20030927 GOOD             USPSQD
 ME2244
 ME2244                          STATION DESCRIPTION
 ME2244
 ME2244'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2243 ***********************************************************************
 ME2243  DESIGNATION -  S BEND STUDEBAKER PLANT 3 STK
 ME2243  PID         -  ME2243
 ME2243  STATE/COUNTY-  IN/ST JOSEPH
 ME2243  COUNTRY     -  US
 ME2243  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2243
 ME2243                         *CURRENT SURVEY CONTROL
 ME2243  ______________________________________________________________________
 ME2243* NAD 83(1997) POSITION- 41 38 30.08915(N) 086 15 20.15725(W)   ADJUSTED
 ME2243  ______________________________________________________________________
 ME2243  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME2243  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 ME2243  HORZ ORDER      -  THIRD
 ME2243
 ME2243.The horizontal coordinates were established by classical geodetic methods
 ME2243.and adjusted by the National Geodetic Survey in May 1999.
 ME2243
 ME2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2243.GEOID18 height accuracy estimate available here.
 ME2243
 ME2243.Click photographs - Photos may exist for this station.
 ME2243
 ME2243.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2243
 ME2243. The following values were computed from the NAD 83(1997) position.
 ME2243
 ME2243;                    North         East     Units Scale Factor Converg.
 ME2243;SPC IN E     -   709,989.704    50,935.253   MT  0.99999628   -0 23 28.8
 ME2243;SPC IN E     - 2,329,357.89    167,110.08   sFT  0.99999628   -0 23 28.8
 ME2243;UTM  16      - 4,610,262.486   561,994.344   MT  0.99964729   +0 29 40.7
 ME2243
 ME2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6199410262(NAD 83)
 ME2243
 ME2243                          SUPERSEDED SURVEY CONTROL
 ME2243
 ME2243  NAD 83(1994)-  41 38 30.09019(N)    086 15 20.16175(W) AD(       ) 3
 ME2243  NAD 83(1986)-  41 38 30.09075(N)    086 15 20.16335(W) AD(       ) 3
 ME2243  NAD 27      -  41 38 29.91200(N)    086 15 20.13900(W) AD(       ) 3
 ME2243
 ME2243.Superseded values are not recommended for survey control.
 ME2243
 ME2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2243.See file dsdata.pdf to determine how the superseded data were derived.
 ME2243
 ME2243_MARKER: 63 = STACK
 ME2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2243+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 ME2243
 ME2243  HISTORY     - Date     Condition        Report By
 ME2243  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2243  HISTORY     - 1988     GOOD             USPSQD
 ME2243  HISTORY     - 20030927 GOOD             USPSQD
 ME2243
 ME2243                          STATION DESCRIPTION
 ME2243
 ME2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2243'THE CENTER OF THE TOP OF THE STUDEBAKER PLANT NO. 3 STACK, LOCATED
 ME2243'IN THE SOUTHWEST SECION OF SOUTH
 ME2243'BEND.  IT IS A BRICK STACK, 150 FEET HIGH, LOCATED ATOP OF STUDEBAKER
 ME2243'PLANT NO. 3.
 ME2243
 ME2243                          STATION RECOVERY (1988)
 ME2243
 ME2243'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2243'RECOVERED IN GOOD CONDITION.
 ME2243
 ME2243                          STATION RECOVERY (2003)
 ME2243
 ME2243'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 ME2243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2347 ***********************************************************************
 LA2347  DESIGNATION -  SALAMONIA
 LA2347  PID         -  LA2347
 LA2347  STATE/COUNTY-  IN/JAY
 LA2347  COUNTRY     -  US
 LA2347  USGS QUAD   -  FORT RECOVERY (2016)
 LA2347
 LA2347                         *CURRENT SURVEY CONTROL
 LA2347  ______________________________________________________________________
 LA2347* NAD 83(1997) POSITION- 40 23 00.23553(N) 084 51 56.53827(W)   ADJUSTED
 LA2347* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 LA2347  ______________________________________________________________________
 LA2347  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 LA2347  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 LA2347  HORZ ORDER      -  THIRD
 LA2347
 LA2347.The horizontal coordinates were established by classical geodetic methods
 LA2347.and adjusted by the National Geodetic Survey in May 1999.
 LA2347
 LA2347.The orthometric height was scaled from a topographic map.
 LA2347
 LA2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2347.GEOID18 height accuracy estimate available here.
 LA2347
 LA2347.Click photographs - Photos may exist for this station.
 LA2347
 LA2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2347
 LA2347. The following values were computed from the NAD 83(1997) position.
 LA2347
 LA2347;                    North         East     Units Scale Factor Converg.
 LA2347;SPC IN E     -   570,396.180   168,011.228   MT  1.00002358   +0 31 08.3
 LA2347;SPC IN E     - 1,871,374.80    551,216.84   sFT  1.00002358   +0 31 08.3
 LA2347;SPC OH N     -    82,315.486   399,140.324   MT  1.00000994   -1 33 14.9
 LA2347;SPC OH N     -   270,063.39  1,309,512.88   sFT  1.00000994   -1 33 14.9
 LA2347;UTM  16      - 4,472,498.881   681,166.587   MT  1.00000403   +1 22 59.5
 LA2347
 LA2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2347!SPC IN E     -   0.99995837  x   1.00002358  =   0.99998195
 LA2347!SPC OH N     -   0.99995837  x   1.00000994  =   0.99996831
 LA2347!UTM  16      -   0.99995837  x   1.00000403  =   0.99996240
 LA2347
 LA2347:                Primary Azimuth Mark                     Grid Az
 LA2347:SPC IN E     -  SALAMONIA AZ MK                          055 42 37.2
 LA2347:SPC OH N     -  SALAMONIA AZ MK                          057 47 00.4
 LA2347:UTM  16      -  SALAMONIA AZ MK                          054 50 46.0
 LA2347
 LA2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8116672498(NAD 83)
 LA2347
 LA2347|---------------------------------------------------------------------|
 LA2347| PID    Reference Object                     Distance      Geod. Az  |
 LA2347|                                                           dddmmss.s |
 LA2347| CE6526 SALAMONIA RM 1                       23.635 METERS 01122     |
 LA2347| CE6525 SALAMONIA AZ MK                                    0561345.5 |
 LA2347| CE6527 SALAMONIA RM 2                       24.308 METERS 08848     |
 LA2347|---------------------------------------------------------------------|
 LA2347
 LA2347                          SUPERSEDED SURVEY CONTROL
 LA2347
 LA2347  NAD 83(1995)-  40 23 00.23560(N)    084 51 56.53820(W) AD(       ) 3
 LA2347  NAD 83(1986)-  40 23 00.23837(N)    084 51 56.55175(W) AD(       ) 3
 LA2347  NAD 27      -  40 23 00.07620(N)    084 51 56.67150(W) AD(       ) 3
 LA2347
 LA2347.Superseded values are not recommended for survey control.
 LA2347
 LA2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2347.See file dsdata.pdf to determine how the superseded data were derived.
 LA2347
 LA2347_MARKER: DS = TRIANGULATION STATION DISK
 LA2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2347_STAMPING: SALAMONIA 1955
 LA2347_MARK LOGO: CGS
 LA2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2347+STABILITY: SURFACE MOTION
 LA2347
 LA2347  HISTORY     - Date     Condition        Report By
 LA2347  HISTORY     - 1955     MONUMENTED       CGS
 LA2347
 LA2347                          STATION DESCRIPTION
 LA2347
 LA2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2347'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF SALAMONIA, ABOUT 7
 LA2347'MILES SOUTHEAST OF PORTLAND, 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LA2347'OF THE SALAMONIA SCHOOL BUILDING, 81 FEET WEST OF A WIRE FENCE, 42
 LA2347'FEET NORTH OF THE CENTER OF A MACADAM STREET, AND IN THE SOUTHEAST
 LA2347'CORNER OF THE SALAMONIA PUBLIC SCHOOL GROUNDS.
 LA2347'
 LA2347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2347'HIGHWAY 26 IN PORTLAND, GO EAST ON STATE HIGHWAY 26 FOR 6.2 MILES TO A
 LA2347'CROSSROADS IN THE SMALL SETTLEMENT OF BELLEFOUNTAIN, TURN RIGHT
 LA2347'(SOUTH) AND FOLLOW A MACADAM ROAD FOR 3.45 MILES TO THE AZIMUTH MARK
 LA2347'ON THE LEFT AS DESCRIBED AS DESCRIBED BOLOW, CONTINUE ON THE MACADAM
 LA2347'ROAD FOR 0.1 MILE TO A MACADAM STREET ON THE RIGHT, TURN RIGHT (WEST)
 LA2347'AND GO FOR 0.2 MILE TO THE SCHOOL ON THE RIGHT AND THE STATION AS
 LA2347'DESCRIBED.
 LA2347'
 LA2347'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED SALAMONIA
 LA2347'1955.
 LA2347'
 LA2347'REFERENCE MARK 1 IS 81 FEET EAST OF THE EAST WALL OF THE SCHOOL.  THE
 LA2347'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SALAMONIA NO 1
 LA2347'1955.
 LA2347'
 LA2347'REFERENCE MARK 2 IS 42 FEET NORTH OF THE CENTER OF THE STREET, 15 FEET
 LA2347'NORTH OF A REFERENCE MARK 2 IS 42 FEET NORTH OF THE CENTER OF THE
 LA2347'STREET, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE,
 LA2347'AND 1 FOOT SOUTH OF A WHITE 4 BY 4 IN. WITNESS POST.  THE MARK
 LA2347'PROJECTS 3 INCHES, AND THE DISK IS STAMPED SALAMONIA NO 2 1955.
 LA2347'
 LA2347'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF THE MACADAM ROAD, 12
 LA2347'FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A WHITE 4 BY 4 IN.
 LA2347'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 2
 LA2347'INCHES, AND THE DISK IS STAMPED SALAMONIA 1955.
 LA2347'
 LA2347'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0210 ***********************************************************************
 JA0210  DESIGNATION -  SALEM
 JA0210  PID         -  JA0210
 JA0210  STATE/COUNTY-  IN/WASHINGTON
 JA0210  COUNTRY     -  US
 JA0210  USGS QUAD   -  SALEM (2019)
 JA0210
 JA0210                         *CURRENT SURVEY CONTROL
 JA0210  ______________________________________________________________________
 JA0210* NAD 83(1997) POSITION- 38 35 57.81774(N) 086 05 19.26252(W)   ADJUSTED
 JA0210* NAVD 88 ORTHO HEIGHT -   272.818 (meters)      895.07  (feet) ADJUSTED
 JA0210  ______________________________________________________________________
 JA0210  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JA0210  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 JA0210  DYNAMIC HEIGHT  -        272.637 (meters)      894.48  (feet) COMP
 JA0210  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 JA0210
 JA0210  HORZ ORDER      -  SECOND
 JA0210  VERT ORDER      -  FIRST     CLASS II
 JA0210
 JA0210.The horizontal coordinates were established by classical geodetic methods
 JA0210.and adjusted by the National Geodetic Survey in May 1999.
 JA0210
 JA0210.The orthometric height was determined by differential leveling and
 JA0210.adjusted by the NATIONAL GEODETIC SURVEY
 JA0210.in June 1991.
 JA0210
 JA0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0210.GEOID18 height accuracy estimate available here.
 JA0210
 JA0210.Click photographs - Photos may exist for this station.
 JA0210
 JA0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0210
 JA0210.The dynamic height is computed by dividing the NAVD 88
 JA0210.geopotential number by the normal gravity value computed on the
 JA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0210.degrees latitude (g = 980.6199 gals.).
 JA0210
 JA0210.The modeled gravity was interpolated from observed gravity values.
 JA0210
 JA0210. The following values were computed from the NAD 83(1997) position.
 JA0210
 JA0210;                    North         East     Units Scale Factor Converg.
 JA0210;SPC IN E     -   372,110.281    63,238.054   MT  0.99998330   -0 15 47.8
 JA0210;SPC IN E     - 1,220,831.81    207,473.52   sFT  0.99998330   -0 15 47.8
 JA0210;UTM  16      - 4,272,716.156   579,356.242   MT  0.99967755   +0 34 06.9
 JA0210
 JA0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0210!SPC IN E     -   0.99996244  x   0.99998330  =   0.99994574
 JA0210!UTM  16      -   0.99996244  x   0.99967755  =   0.99964000
 JA0210
 JA0210:                Primary Azimuth Mark                     Grid Az
 JA0210:SPC IN E     -  SALEM WASHINGTON CO CTHSE CUP            303 33 14.9
 JA0210:UTM  16      -  SALEM WASHINGTON CO CTHSE CUP            302 43 20.2
 JA0210
 JA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7935672716(NAD 83)
 JA0210
 JA0210|---------------------------------------------------------------------|
 JA0210| PID    Reference Object                     Distance      Geod. Az  |
 JA0210|                                                           dddmmss.s |
 JA0210| JA0211 SALEM RM 1                           12.417 METERS 06311     |
 JA0210| JA1687 SALEM WASHINGTON CO CTHSE CUP       APPROX. 1.3 KM 3031727.1 |
 JA0210| JA1686 SALEM SMITH CABINET CO TANK         APPROX. 0.8 KM 3094106.7 |
 JA0210| JA0212 SALEM RM 2                           12.186 METERS 31311     |
 JA0210| JA1682 SALEM GRADE SCHOOL CUPOLA           APPROX. 1.1 KM 3211219.6 |
 JA0210|---------------------------------------------------------------------|
 JA0210
 JA0210                          SUPERSEDED SURVEY CONTROL
 JA0210
 JA0210  NAD 83(1993)-  38 35 57.82065(N)    086 05 19.26345(W) AD(       ) 2
 JA0210  NAD 83(1986)-  38 35 57.82160(N)    086 05 19.26699(W) AD(       ) 2
 JA0210  NAD 27      -  38 35 57.61700(N)    086 05 19.34600(W) AD(       ) 2
 JA0210  NGVD 29 (??/??/92)  272.935  (m)          895.45   (f) ADJ UNCH    1 2
 JA0210  NGVD 29             272.94   (m)          895.5    (f) LEVELING    3  
 JA0210
 JA0210.Superseded values are not recommended for survey control.
 JA0210
 JA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0210.See file dsdata.pdf to determine how the superseded data were derived.
 JA0210
 JA0210_MARKER: DS = TRIANGULATION STATION DISK
 JA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0210_STAMPING: SALEM 1946
 JA0210_MARK LOGO: CGS
 JA0210_PROJECTION: FLUSH
 JA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0210+STABILITY: SURFACE MOTION
 JA0210
 JA0210  HISTORY     - Date     Condition        Report By
 JA0210  HISTORY     - 1946     MONUMENTED       CGS
 JA0210  HISTORY     - 1949     GOOD             CGS
 JA0210  HISTORY     - 1967     GOOD             CGS
 JA0210  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0210
 JA0210                          STATION DESCRIPTION
 JA0210
 JA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA0210'THE STATION IS ON A HILL ABOUT 1 MILE EAST-SOUTHEAST OF SALEM, 7 FEET
 JA0210'NORTHWEST OF THE NORTHWEST EDGE OF THE SALEM WATER COMPANY
 JA0210'RESERVOIR, AND 85.6 FEET SOUTH-SOUTHWEST OF A FENCE CORNER. THE MARK
 JA0210'IS FLUSH WITH THE GROUND AND IS STAMPED SALEM 1946.
 JA0210'
 JA0210'REFERENCE MARK NO. 1 IS 47.30 FEET SOUTH-SOUTHEAST OF THE STATION, 3
 JA0210'FEET SOUTHWEST OF THE RESERVOIR AND 105 FEET NORTH OF A FENCE.
 JA0210'THE MARK PROJECTS 6 INCHES AND IS STAMPED SALEM NO 1 1946.
 JA0210'
 JA0210'REFERENCE MARK NO. 2 IS 39.98 FEET NORTH-NORTHWEST OF STATION, 5 FEET
 JA0210'WEST OF RESERVOIR AND 55 FEET EAST OF FENCE CORNER. THE MARK
 JA0210'PROJECTS 6 INCHES AND IS STAMPED SALEM NO 2 1946.
 JA0210'
 JA0210'TRIANGULATION STATION PERSISE WAS USED FOR AZIMUTH.
 JA0210'
 JA0210'TO REACH THE STATION FROM THE SOUTH SIDE OF THE TOWN SQUARE IN SALEM,
 JA0210'GO SOUTH ON STATE HIGHWAY NO. 135 FOR 0.3 MILE TO THE JUNCTION OF
 JA0210'STATE HIGHWAYS 60 AND 135, TURN LEFT AT THE JUNCTION OF HIGHWAY 60
 JA0210'AND GO 0.65 MILE SOUTHEAST TO GATE ON RIGHT, TURN RIGHT AND GO
 JA0210'WEST 0.15 MILE ACROSS FIELD TO THE HIGHEST PART OF THE HILL AND
 JA0210'STATION SITE 7 FEET WEST OF THE RESERVOIR.
 JA0210'
 JA0210'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0210
 JA0210                          STATION RECOVERY (1949)
 JA0210
 JA0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0210'AT SALEM.
 JA0210'AT SALEM, IN THE SOUTHEAST PART OF TOWN, ABOUT 0.15 MILE NORTH
 JA0210'OF STATE HIGHWAY 60, AT THE SOUTHWEST EDGE OF THE CITY RESERVOIR,
 JA0210'84 FEET SOUTHEAST OF A FENCE CORNER, 80 FEET EAST OF THE FENCE
 JA0210'LINE, 41 FEET WEST OF RM NO 1, 36 FEET SOUTHEAST OF RM NO 2, 7
 JA0210'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RESERVOIR, SET IN
 JA0210'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JA0210
 JA0210                          STATION RECOVERY (1967)
 JA0210
 JA0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0210'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JA0210'GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION IS GOOD WITH
 JA0210'THE FOLLOWING CHANGES.
 JA0210'
 JA0210'THE STATION MARK IS 27 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 JA0210'CONCRETE BLOCK BUILDING.
 JA0210'
 JA0210'REFERENCE MARK 2 IS 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JA0210'BUILDING.
 JA0210'
 JA0210'STATE HIGHWAY 60 HAS BEEN MOVED SOUTH AND THE TO REACH SHOULD BE AS
 JA0210'FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 JA0210'60 AND 135 AT THE SOUTH EDGE OF SALEM, GO EAST ON HIGHWAY 60
 JA0210'(JACKSON STREET) FOR 0.65 MILE TO A SIDE STREET LEFT (ETZLER DR.).
 JA0210'TURN LEFT AND GO NORTH ON ETZLER DR. FOR 0.15 MILE TO THE END AND
 JA0210'THE STATION ABOUT 0.1 MILE EAST.
 JA0210'
 JA0210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SALEM.
 JA0210
 JA0210                          STATION RECOVERY (2023)
 JA0210
 JA0210'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2552 ***********************************************************************
 HZ2552  DESIGNATION -  SALEM
 HZ2552  PID         -  HZ2552
 HZ2552  STATE/COUNTY-  IN/OHIO
 HZ2552  COUNTRY     -  US
 HZ2552  USGS QUAD   -  ABERDEEN (2019)
 HZ2552
 HZ2552                         *CURRENT SURVEY CONTROL
 HZ2552  ______________________________________________________________________
 HZ2552* NAD 83(1997) POSITION- 38 59 42.79511(N) 084 54 59.43559(W)   ADJUSTED
 HZ2552* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 HZ2552  ______________________________________________________________________
 HZ2552  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 HZ2552  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 HZ2552  HORZ ORDER      -  FIRST
 HZ2552
 HZ2552.The horizontal coordinates were established by classical geodetic methods
 HZ2552.and adjusted by the National Geodetic Survey in May 1999.
 HZ2552
 HZ2552.The orthometric height was scaled from a topographic map.
 HZ2552
 HZ2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2552.GEOID18 height accuracy estimate available here.
 HZ2552
 HZ2552.Click photographs - Photos may exist for this station.
 HZ2552
 HZ2552.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2552
 HZ2552. The following values were computed from the NAD 83(1997) position.
 HZ2552
 HZ2552;                    North         East     Units Scale Factor Converg.
 HZ2552;SPC IN E     -   416,233.459   164,985.980   MT  1.00001865   +0 28 19.4
 HZ2552;SPC IN E     - 1,365,592.61    541,291.50   sFT  1.00001865   +0 28 19.4
 HZ2552;UTM  16      - 4,318,311.093   680,433.563   MT  1.00000089   +1 18 41.0
 HZ2552
 HZ2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2552!SPC IN E     -   0.99996209  x   1.00001865  =   0.99998074
 HZ2552!UTM  16      -   0.99996209  x   1.00000089  =   0.99996298
 HZ2552
 HZ2552:                Primary Azimuth Mark                     Grid Az
 HZ2552:SPC IN E     -  SALEM AZ MK                              149 01 55.5
 HZ2552:UTM  16      -  SALEM AZ MK                              148 11 33.9
 HZ2552
 HZ2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8043318311(NAD 83)
 HZ2552
 HZ2552|---------------------------------------------------------------------|
 HZ2552| PID    Reference Object                     Distance      Geod. Az  |
 HZ2552|                                                           dddmmss.s |
 HZ2552| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.29.5 KM 0524643.6 |
 HZ2552| HZ2510 WALTON MUNICIPAL TANK               APPROX.30.7 KM 1192346.5 |
 HZ2552| HZ2515 BEACON NO 70                        APPROX.22.6 KM 1205638.4 |
 HZ2552| DC3182 SALEM AZ MK                                        1493014.9 |
 HZ2552| DC3183 SALEM RM 1                          197.617 METERS 16757     |
 HZ2552| HZ2550 BEACON NO 60                        APPROX.25.5 KM 1760540.4 |
 HZ2552| DC3184 SALEM RM 2                           99.929 METERS 27640     |
 HZ2552|---------------------------------------------------------------------|
 HZ2552
 HZ2552                          SUPERSEDED SURVEY CONTROL
 HZ2552
 HZ2552  NAD 83(1995)-  38 59 42.79553(N)    084 54 59.43441(W) AD(       ) 1
 HZ2552  NAD 83(1993)-  38 59 42.79917(N)    084 54 59.43714(W) AD(       ) 1
 HZ2552  NAD 83(1986)-  38 59 42.79740(N)    084 54 59.44269(W) AD(       ) 1
 HZ2552  NAD 27      -  38 59 42.58500(N)    084 54 59.61900(W) AD(       ) 1
 HZ2552
 HZ2552.Superseded values are not recommended for survey control.
 HZ2552
 HZ2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2552.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2552
 HZ2552_MARKER: DS = TRIANGULATION STATION DISK
 HZ2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2552_STAMPING: SALEM 1932
 HZ2552_MARK LOGO: CGS
 HZ2552_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2552+STABILITY: SURFACE MOTION
 HZ2552
 HZ2552  HISTORY     - Date     Condition        Report By
 HZ2552  HISTORY     - 1932     MONUMENTED       CGS
 HZ2552
 HZ2552                          STATION DESCRIPTION
 HZ2552
 HZ2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 HZ2552'ABOUT 6 MILES SOUTHWEST OF AURORA.  THE STATION IS LOCATED ON LAND
 HZ2552'BELONGING TO J.F. LATTON, APPROXIMATELY 150 METERS EAST OF MR.
 HZ2552'LATTONS HOUSE.  IT IS 9 METERS SOUTH OF THE CENTER LINE OF THE SALEM
 HZ2552'RIDGE ROAD (GRAVEL), 17.6 METERS WEST OF THE CENTER LINE OF A GRAVEL
 HZ2552'ROAD LEADING OFF TO THE SOUTH AT THIS POINT, 13.22 METERS
 HZ2552'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT UNDER THE T
 HZ2552'ROAD WHICH GOES SOUTH AND 1 FOOT UNDER THE GROUND.
 HZ2552'
 HZ2552'REFERENCE MARK NO.1 IS SOUTH OF THE STATION, 5 METERS EAST OF THE
 HZ2552'CENTER LINE OF THE GRAVEL T ROAD LEADING SOUTH, IT IS 0.4 METER EAST
 HZ2552'OF A WIRE FENCE WHICH FORMS THE EASTERN BOUNDARY OF THIS ROAD.  IT
 HZ2552'IS APPROXIMATELY 200 METERS SOUTH OF THE SALEM RIDGE ROAD.
 HZ2552'
 HZ2552'REFERENCE MARK NO.2 IS ABOUT 40 METERS EAST OF MR. LATTONS HOUSE AND
 HZ2552'6 METERS NORTH OF THE CENTER LINE OF THE SALEM RIDGE ROAD.  IT IS 0.5
 HZ2552'METER NORTH OF THE SOUTHWEST CORNER OF A FIELD EAST OF THE LATTON
 HZ2552'HOUSE.
 HZ2552'
 HZ2552'THE AZIMUTH MARK IS 675 METERS SOUTH OF THE SALEM RIDGE ROAD ON THE T
 HZ2552'ROAD LEADING SOUTH, IT IS IN THE FENCE LINE WHICH FORMS THE EASTERN
 HZ2552'BOUNDARY OF THIS ROAD ABOUT 10 METERS NORTH OF A ROAD FORK.
 HZ2552'
 HZ2552'TO REACH THE STATION FROM AURORA FOLLOW STATE HIGHWAY 56 FROM THE
 HZ2552'POINT WHERE IT LEAVES U.S. HIGHWAY 56 FOR 3.4 MILES TO A ROAD LEADING
 HZ2552'OFF TO THE WEST JUST NORTH OF A CONCRETE CULVERT.  GO ON THIS GRAVEL
 HZ2552'ROAD 1.3 MILES TO A T ROAD WHICH IS THE SALEM RIDGE ROAD.  THIS
 HZ2552'INTERSECTION IS ABOUT 0.2 MILE EAST OF THE SALEM RIDGE CHURCH.  GO
 HZ2552'WESTWARD 1.5 MILES TO THE STATION AT THE T ROAD LEADING SOUTH.
 HZ2552'
 HZ2552'THE STATION IS ABOUT 1 FOOT UNDER THE GROUND.
 HZ2552'
 HZ2552'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HZ2552'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2189 ***********************************************************************
 LA2189  DESIGNATION -  SALEM
 LA2189  PID         -  LA2189
 LA2189  STATE/COUNTY-  IN/HUNTINGTON
 LA2189  COUNTRY     -  US
 LA2189  USGS QUAD   -  MOUNT ETNA (2019)
 LA2189
 LA2189                         *CURRENT SURVEY CONTROL
 LA2189  ______________________________________________________________________
 LA2189* NAD 83(1997) POSITION- 40 40 06.20925(N) 085 36 43.61199(W)   ADJUSTED
 LA2189* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 LA2189  ______________________________________________________________________
 LA2189  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 LA2189  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 LA2189  HORZ ORDER      -  SECOND
 LA2189
 LA2189.The horizontal coordinates were established by classical geodetic methods
 LA2189.and adjusted by the National Geodetic Survey in May 1999.
 LA2189
 LA2189.The orthometric height was scaled from a topographic map.
 LA2189
 LA2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2189.GEOID18 height accuracy estimate available here.
 LA2189
 LA2189.Click photographs - Photos may exist for this station.
 LA2189
 LA2189.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2189
 LA2189. The following values were computed from the NAD 83(1997) position.
 LA2189
 LA2189;                    North         East     Units Scale Factor Converg.
 LA2189;SPC IN E     -   601,735.492   104,612.534   MT  0.99996693   +0 02 08.0
 LA2189;SPC IN E     - 1,974,193.86    343,216.29   sFT  0.99996693   +0 02 08.0
 LA2189;UTM  16      - 4,502,872.426   617,308.091   MT  0.99976938   +0 54 16.4
 LA2189
 LA2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2189!SPC IN E     -   0.99996367  x   0.99996693  =   0.99993060
 LA2189!UTM  16      -   0.99996367  x   0.99976938  =   0.99973306
 LA2189
 LA2189:                Primary Azimuth Mark                     Grid Az
 LA2189:SPC IN E     -  SALEM AZ MK                              024 11 40.5
 LA2189:UTM  16      -  SALEM AZ MK                              023 19 32.1
 LA2189
 LA2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1730802872(NAD 83)
 LA2189
 LA2189|---------------------------------------------------------------------|
 LA2189| PID    Reference Object                     Distance      Geod. Az  |
 LA2189|                                                           dddmmss.s |
 LA2189| CD1180 SALEM AZ MK                                        0241348.5 |
 LA2189| CD1181 SALEM RM 1                           30.166 METERS 03436     |
 LA2189| CD1182 SALEM RM 2                           26.103 METERS 28835     |
 LA2189|---------------------------------------------------------------------|
 LA2189
 LA2189                          SUPERSEDED SURVEY CONTROL
 LA2189
 LA2189  NAD 83(1995)-  40 40 06.21144(N)    085 36 43.62386(W) AD(       ) 2
 LA2189  NAD 83(1986)-  40 40 06.21260(N)    085 36 43.62591(W) AD(       ) 2
 LA2189  NAD 27      -  40 40 06.05320(N)    085 36 43.70390(W) AD(       ) 2
 LA2189
 LA2189.Superseded values are not recommended for survey control.
 LA2189
 LA2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2189.See file dsdata.pdf to determine how the superseded data were derived.
 LA2189
 LA2189_MARKER: DS = TRIANGULATION STATION DISK
 LA2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2189_STAMPING: SALEM 1948
 LA2189_MARK LOGO: CGS
 LA2189_PROJECTION: FLUSH
 LA2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2189+STABILITY: SURFACE MOTION
 LA2189
 LA2189  HISTORY     - Date     Condition        Report By
 LA2189  HISTORY     - 1948     MONUMENTED       CGS
 LA2189
 LA2189                          STATION DESCRIPTION
 LA2189
 LA2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2189'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF VAN BUREN, 7 MILES NORTH
 LA2189'OF MARION AND 6 MILES EAST OF LA FONTAINE ON RIGHT OF WAY OF STATE
 LA2189'HIGHWAYS 37 AND 9.
 LA2189'
 LA2189'IT IS 331 FEET NORTHEAST OF CROSSROAD INTERSECTION OF STATE HIGHWAYS
 LA2189'37, 9 AND 218, 36 FEET EAST OF CENTER OF HIGHWAYS 37 AND 9 AND 14 FEET
 LA2189'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 LA2189'THE DISK IS STAMPED SALEM 1948.
 LA2189'
 LA2189'REFERENCE MARK NO. 1 IS 98.97 FEET NORTHEAST OF STATION.  IT IS 49
 LA2189'FEET SOUTHEAST OF CENTER OF HIGHWAYS 37 AND 9, AND 1 FOOT NORTHWEST OF
 LA2189'A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LA2189'SALEM NO 1 1948.
 LA2189'
 LA2189'REFERENCE MARK NO. 2 IS 85.64 FEET NORTHWEST OF STATION.  IT IS 49
 LA2189'FEET NORTHWEST OF CENTER OF HIGHWAYS 37 AND 9 AND 1 FOOT SOUTHEAST OF
 LA2189'A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LA2189'SALEM NO 2 1948.
 LA2189'
 LA2189'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF STATION.  IT IS 39 FEET
 LA2189'NORTHWEST OF CENTER OF HIGHWAYS 37 AND 9 AND 4 FEET SOUTHEAST OF A
 LA2189'WHITE WITNESS POST.  THE DISK IS SET FLUSH IN THE SOUTHWEST END OF A
 LA2189'CONCRETE CULVERT AND IS STAMPED SALEM 1948.
 LA2189'
 LA2189'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 37, 9 AND 15 IN
 LA2189'THE NORTH SECTION OF MARION, GO NORTHEAST ON HIGHWAYS 37 AND 9 FOR 7.4
 LA2189'MILES TO THE JUNCTION OF STATE HIGHWAY 218, CONTINUE FOR ABOUT 0.05
 LA2189'MILE TO STATION ON RIGHT AS DESCRIBED.  CONTINUE NORTHEAST ON HIGHWAYS
 LA2189'37 AND 9 FOR 0.3 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LA2189'
 LA2189'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2376 ***********************************************************************
 LA2376  DESIGNATION -  SALEM
 LA2376  PID         -  LA2376
 LA2376  STATE/COUNTY-  IN/ADAMS
 LA2376  COUNTRY     -  US
 LA2376  USGS QUAD   -  WILLSHIRE (2016)
 LA2376
 LA2376                         *CURRENT SURVEY CONTROL
 LA2376  ______________________________________________________________________
 LA2376* NAD 83(1997) POSITION- 40 44 46.32885(N) 084 51 22.09985(W)   ADJUSTED
 LA2376* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LA2376  ______________________________________________________________________
 LA2376  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 LA2376  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 LA2376  HORZ ORDER      -  SECOND
 LA2376
 LA2376.The horizontal coordinates were established by classical geodetic methods
 LA2376.and adjusted by the National Geodetic Survey in May 1999.
 LA2376
 LA2376.The orthometric height was scaled from a topographic map.
 LA2376
 LA2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2376.GEOID18 height accuracy estimate available here.
 LA2376
 LA2376.Click photographs - Photos may exist for this station.
 LA2376
 LA2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2376
 LA2376. The following values were computed from the NAD 83(1997) position.
 LA2376
 LA2376;                    North         East     Units Scale Factor Converg.
 LA2376;SPC IN E     -   610,690.590   168,452.879   MT  1.00002432   +0 31 44.6
 LA2376;SPC IN E     - 2,003,574.04    552,665.82   sFT  1.00002432   +0 31 44.6
 LA2376;SPC OH N     -   122,565.676   401,040.576   MT  0.99995480   -1 32 52.3
 LA2376;SPC OH N     -   402,117.56  1,315,747.29   sFT  0.99995480   -1 32 52.3
 LA2376;UTM  16      - 4,512,794.541   680,998.175   MT  1.00000324   +1 23 58.9
 LA2376
 LA2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2376!SPC IN E     -   0.99996638  x   1.00002432  =   0.99999070
 LA2376!SPC OH N     -   0.99996638  x   0.99995480  =   0.99992118
 LA2376!UTM  16      -   0.99996638  x   1.00000324  =   0.99996962
 LA2376
 LA2376:                Primary Azimuth Mark                     Grid Az
 LA2376:SPC IN E     -  SALEM AZ MK                              085 59 16.7
 LA2376:SPC OH N     -  SALEM AZ MK                              088 03 53.6
 LA2376:UTM  16      -  SALEM AZ MK                              085 07 02.4
 LA2376
 LA2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8099812794(NAD 83)
 LA2376
 LA2376|---------------------------------------------------------------------|
 LA2376| PID    Reference Object                     Distance      Geod. Az  |
 LA2376|                                                           dddmmss.s |
 LA2376| CE6529 SALEM RM 1                           31.980 METERS 07655     |
 LA2376| CE6528 SALEM AZ MK                                        0863101.3 |
 LA2376| LA0740 V 224                                14.200 METERS 29925     |
 LA2376|---------------------------------------------------------------------|
 LA2376
 LA2376                          SUPERSEDED SURVEY CONTROL
 LA2376
 LA2376  NAD 83(1995)-  40 44 46.32874(N)    084 51 22.10064(W) AD(       ) 2
 LA2376  NAD 83(1986)-  40 44 46.33130(N)    084 51 22.11538(W) AD(       ) 2
 LA2376  NAD 27      -  40 44 46.16150(N)    084 51 22.24280(W) AD(       ) 2
 LA2376
 LA2376.Superseded values are not recommended for survey control.
 LA2376
 LA2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2376.See file dsdata.pdf to determine how the superseded data were derived.
 LA2376
 LA2376_MARKER: DS = TRIANGULATION STATION DISK
 LA2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2376_STAMPING: SALEM 1955
 LA2376_MARK LOGO: CGS
 LA2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2376+STABILITY: SURFACE MOTION
 LA2376
 LA2376  HISTORY     - Date     Condition        Report By
 LA2376  HISTORY     - 1955     MONUMENTED       CGS
 LA2376  HISTORY     - 1963     GOOD             CGS
 LA2376
 LA2376                          STATION DESCRIPTION
 LA2376
 LA2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2376'THE STATION IS ABOUT 4-1/2 MILES EAST OF MONROE AND 2 MILES NORTH OF
 LA2376'SALEM.  IT IS 62 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS FORMED
 LA2376'BY STATE HIGHWAY 124 AND A GRAVELED ROAD, 67.8 FEET NORTHWEST OF A
 LA2376'POWERLINE POLE AND 4 FEET NORTHWEST OF A 4 BY 4 INCHES WHITE WITNESS
 LA2376'POST.
 LA2376'
 LA2376'TO REACH THE STATION FROM THE RAILROAD CROSSING IN MONROE, GO EAST ON
 LA2376'STATE HIGHWAY 124 FOR 4.6 MILES TO THE STATION ON THE RIGHT, CONTINUE
 LA2376'EAST ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2376'
 LA2376'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED SALEM
 LA2376'1955.
 LA2376'
 LA2376'REFERENCE MARK 1 IS 82 FEET SOUTHEAST OF THE CENTER OF THE CROSSROADS
 LA2376'AND 23 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES, AND
 LA2376'THE DISK IS STAMPED SALEM NO 1 1955.
 LA2376'
 LA2376'BENCH MARK V 224 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3
 LA2376'FEET NORTH OF A FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 LA2376'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES, AND THE DISK IS
 LA2376'STAMPED V 224 1947.
 LA2376'
 LA2376'THE AZIMUTH MARK IS 40 FEET OF THE CENTER OF THE HIGHWAY, 4 FEET WEST
 LA2376'OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A 4 BY 4 INCHES WHITE
 LA2376'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 LA2376'SALEM 1955.
 LA2376'
 LA2376'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2376
 LA2376                          STATION RECOVERY (1963)
 LA2376
 LA2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2376'ABOUT 4.6 MILES E ALONG NO. 124 INDIANA HWY. FROM THE RAILROAD
 LA2376'CROSSING IN MONROE, 2.0 MILES DUE N OF SALEM, 63-1/2 FEET S OF CENTER
 LA2376'LINE OF THE HWY., 0.8 FOOT HIGHER THAN SAME, 37 FEET W OF CENTER LINE
 LA2376'OF THE SALEM ROAD WHICH IS NOW ASPHALT S TO SALEM AND GRAVEL TO THE N,
 LA2376'STANDARD DISKS STAMPED SALEM 1955 ARE SET IN NOTES 1B AND 7A MARKS
 LA2376'WITH THE UPPER MARK PROJECTING 0.3 FOOT ABOVE GROUND.
 LA2376'
 LA2376'REFERENCE STAMPED SALEM NO 1 1955, NOTE 11B, PROJECTS 0.3 FOOT, IS
 LA2376'104.89 FEET OR 31.971 METERS ENE OF STATION, 67 FEET E OF CENTER LINE
 LA2376'OF THE N-S ROAD, 42 FEET S OF CENTER LINE OF 24-FOOT ASPHALT HWY.
 LA2376'PAVEMENT, 0.5 FOOT HIGHER THAN SAME, 4.8 FEET SW OF R/W MARKER, AND
 LA2376'1.6 FEET E OF STEEL WITNESS POST.
 LA2376'
 LA2376'COAST SURVEY BENCH MARK STAMPED V 224 197 IS 46.59 FEET OR 14.200
 LA2376'METERS WNW OF THE STATION, 77 FEET W OF CENTER LINE OF THE ROAD, 40
 LA2376'FEET N OF CENTER LINE OF THE HWY., 1.5 FEET SE OF CENTER OF NO.  292-8
 LA2376'CREOSOTED POWER POLE, IN CONCRETE POST FLUSH WITH GROUND.
 LA2376'
 LA2376'AZIMUTH MARK STAMPED SALEM 1955, NOTE 16B, PROJECTS 0.3 FOOT, IS ABOUT
 LA2376'0.6 MILE E OF STATION, 41.3 FEET WNW OF NW CORNER OF 18-FOOT CONCRETE
 LA2376'HEADWALL OF TWIN 30-INCH IRON PIPE CULVERTS, 40 FEET N OF CENTER LINE
 LA2376'OF HWY., 0.5 FOOT LOWER THAN SAME, 4 FEET W OF NO.  40582 TELEPHONE
 LA2376'POLE, AND 2.1 FEET E OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1682 ***********************************************************************
 JA1682  DESIGNATION -  SALEM GRADE SCHOOL CUPOLA
 JA1682  PID         -  JA1682
 JA1682  STATE/COUNTY-  IN/WASHINGTON
 JA1682  COUNTRY     -  US
 JA1682  USGS QUAD   -  SALEM (2019)
 JA1682
 JA1682                         *CURRENT SURVEY CONTROL
 JA1682  ______________________________________________________________________
 JA1682* NAD 83(1997) POSITION- 38 36 26.19490(N) 086 05 48.33531(W)   ADJUSTED
 JA1682  ______________________________________________________________________
 JA1682  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 JA1682  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 JA1682  HORZ ORDER      -  THIRD
 JA1682
 JA1682.The horizontal coordinates were established by classical geodetic methods
 JA1682.and adjusted by the National Geodetic Survey in May 1999.
 JA1682
 JA1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1682.GEOID18 height accuracy estimate available here.
 JA1682
 JA1682.Click photographs - Photos may exist for this station.
 JA1682
 JA1682.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1682
 JA1682. The following values were computed from the NAD 83(1997) position.
 JA1682
 JA1682;                    North         East     Units Scale Factor Converg.
 JA1682;SPC IN E     -   372,988.546    62,538.668   MT  0.99998394   -0 16 06.1
 JA1682;SPC IN E     - 1,223,713.25    205,178.95   sFT  0.99998394   -0 16 06.1
 JA1682;UTM  16      - 4,273,583.908   578,644.397   MT  0.99967616   +0 33 49.1
 JA1682
 JA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7864473583(NAD 83)
 JA1682
 JA1682                          SUPERSEDED SURVEY CONTROL
 JA1682
 JA1682  NAD 83(1993)-  38 36 26.19782(N)    086 05 48.33619(W) AD(       ) 3
 JA1682  NAD 83(1986)-  38 36 26.19881(N)    086 05 48.33968(W) AD(       ) 3
 JA1682  NAD 27      -  38 36 25.99500(N)    086 05 48.41800(W) AD(       ) 3
 JA1682
 JA1682.Superseded values are not recommended for survey control.
 JA1682
 JA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1682.See file dsdata.pdf to determine how the superseded data were derived.
 JA1682
 JA1682_MARKER: 86 = CUPOLA
 JA1682
 JA1682  HISTORY     - Date     Condition        Report By
 JA1682  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1682
 JA1682                          STATION DESCRIPTION
 JA1682
 JA1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1682'THIS IS AN INTERSECTION STATION.
 JA1682'
 JA1682'THE STATION IS THE APEX OF THE SCHOOLHOUSE CUPOLA, LOCATED IN THE
 JA1682'NORTHEASTERN PART OF TOWN IN THE NORTH-EASTERN CORNER OF
 JA1682'HAZEL AVENUE AND MULBERRY STREET. THE STRUCTURE IS BUILT OF RED BRICK
 JA1682'AND IS ABOUT 50 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0211 ***********************************************************************
 JA0211  DESIGNATION -  SALEM RM 1
 JA0211  PID         -  JA0211
 JA0211  STATE/COUNTY-  IN/WASHINGTON
 JA0211  COUNTRY     -  US
 JA0211  USGS QUAD   -  SALEM (2019)
 JA0211
 JA0211                         *CURRENT SURVEY CONTROL
 JA0211  ______________________________________________________________________
 JA0211* NAD 83(1986) POSITION- 38 35 58.00   (N) 086 05 18.80   (W)   HD_HELD1
 JA0211* NAVD 88 ORTHO HEIGHT -   272.717 (meters)      894.74  (feet) ADJUSTED
 JA0211  ______________________________________________________________________
 JA0211  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JA0211  DYNAMIC HEIGHT  -        272.536 (meters)      894.15  (feet) COMP
 JA0211  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 JA0211
 JA0211  VERT ORDER      -  FIRST     CLASS II
 JA0211
 JA0211.The horizontal coordinates were determined by differentially corrected
 JA0211.hand held GPS observations or other comparable positioning techniques
 JA0211.and have an estimated accuracy of +/- 3 meters.
 JA0211
 JA0211.The orthometric height was determined by differential leveling and
 JA0211.adjusted by the NATIONAL GEODETIC SURVEY
 JA0211.in June 1991.
 JA0211
 JA0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0211.GEOID18 height accuracy estimate available here.
 JA0211
 JA0211.Click photographs - Photos may exist for this station.
 JA0211
 JA0211.The dynamic height is computed by dividing the NAVD 88
 JA0211.geopotential number by the normal gravity value computed on the
 JA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0211.degrees latitude (g = 980.6199 gals.).
 JA0211
 JA0211.The modeled gravity was interpolated from observed gravity values.
 JA0211
 JA0211;                    North         East    Units  Estimated Accuracy
 JA0211;SPC IN E     -   372,115.8      63,249.3     MT  (+/- 3 meters HH1 GPS) 
 JA0211
 JA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7936772721(NAD 83)
 JA0211
 JA0211                          SUPERSEDED SURVEY CONTROL
 JA0211
 JA0211  NGVD 29 (??/??/92)  272.834  (m)          895.12   (f) ADJ UNCH    1 2
 JA0211
 JA0211.Superseded values are not recommended for survey control.
 JA0211
 JA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0211.See file dsdata.pdf to determine how the superseded data were derived.
 JA0211
 JA0211_MARKER: DR = REFERENCE MARK DISK
 JA0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0211_STAMPING: SALEM NO 1 1946
 JA0211_MARK LOGO: CGS
 JA0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0211+STABILITY: SURFACE MOTION
 JA0211
 JA0211  HISTORY     - Date     Condition        Report By
 JA0211  HISTORY     - 1946     MONUMENTED       CGS
 JA0211  HISTORY     - 1949     GOOD             CGS
 JA0211  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0211
 JA0211                          STATION DESCRIPTION
 JA0211
 JA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0211'AT SALEM.
 JA0211'AT SALEM, IN THE SOUTHEAST PART OF TOWN, ABOUT 0.15 MILE NORTH
 JA0211'OF STATE HIGHWAY 60, AT THE SOUTHWEST EDGE OF THE CITY RESERVOIR,
 JA0211'72.5 FEET SOUTHEAST OF RM NO 2, 41 FEET EAST OF SALEM STA, 3 FEET
 JA0211'SOUTH OF THE SOUTH EDGE OF THE RESERVOIR, ABOUT 1 FOOT BELOW
 JA0211'THE LEVEL OF THE TOP OF THE RESERVOIR WALL AND SET IN THE TOP
 JA0211'OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0211
 JA0211                          STATION RECOVERY (2023)
 JA0211
 JA0211'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0212 ***********************************************************************
 JA0212  DESIGNATION -  SALEM RM 2
 JA0212  PID         -  JA0212
 JA0212  STATE/COUNTY-  IN/WASHINGTON
 JA0212  COUNTRY     -  US
 JA0212  USGS QUAD   -  SALEM (2019)
 JA0212
 JA0212                         *CURRENT SURVEY CONTROL
 JA0212  ______________________________________________________________________
 JA0212* NAD 83(1986) POSITION- 38 35 58.05   (N) 086 05 19.59   (W)   HD_HELD1
 JA0212* NAVD 88 ORTHO HEIGHT -   272.767 (meters)      894.90  (feet) ADJUSTED
 JA0212  ______________________________________________________________________
 JA0212  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JA0212  DYNAMIC HEIGHT  -        272.585 (meters)      894.31  (feet) COMP
 JA0212  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 JA0212
 JA0212  VERT ORDER      -  FIRST     CLASS II
 JA0212
 JA0212.The horizontal coordinates were determined by differentially corrected
 JA0212.hand held GPS observations or other comparable positioning techniques
 JA0212.and have an estimated accuracy of +/- 3 meters.
 JA0212
 JA0212.The orthometric height was determined by differential leveling and
 JA0212.adjusted by the NATIONAL GEODETIC SURVEY
 JA0212.in June 1991.
 JA0212
 JA0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0212.GEOID18 height accuracy estimate available here.
 JA0212
 JA0212.Click photographs - Photos may exist for this station.
 JA0212
 JA0212.The dynamic height is computed by dividing the NAVD 88
 JA0212.geopotential number by the normal gravity value computed on the
 JA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0212.degrees latitude (g = 980.6199 gals.).
 JA0212
 JA0212.The modeled gravity was interpolated from observed gravity values.
 JA0212
 JA0212;                    North         East    Units  Estimated Accuracy
 JA0212;SPC IN E     -   372,117.5      63,230.2     MT  (+/- 3 meters HH1 GPS) 
 JA0212
 JA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7934872723(NAD 83)
 JA0212
 JA0212                          SUPERSEDED SURVEY CONTROL
 JA0212
 JA0212  NGVD 29 (??/??/92)  272.883  (m)          895.28   (f) ADJ UNCH    1 2
 JA0212
 JA0212.Superseded values are not recommended for survey control.
 JA0212
 JA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0212.See file dsdata.pdf to determine how the superseded data were derived.
 JA0212
 JA0212_MARKER: DR = REFERENCE MARK DISK
 JA0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0212_STAMPING: SALEM NO 2 1946
 JA0212_MARK LOGO: CGS
 JA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0212+STABILITY: SURFACE MOTION
 JA0212
 JA0212  HISTORY     - Date     Condition        Report By
 JA0212  HISTORY     - 1946     MONUMENTED       CGS
 JA0212  HISTORY     - 1949     GOOD             CGS
 JA0212
 JA0212                          STATION DESCRIPTION
 JA0212
 JA0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0212'AT SALEM.
 JA0212'AT SALEM, IN THE SOUTHEAST PART OF TOWN, ABOUT 0.15 MILE NORTH
 JA0212'OF STATE HIGHWAY 60, AT THE SOUTHWEST EDGE OF THE CITY RESERVOIR,
 JA0212'54 FEET EAST OF A FENCE CORNER, 72.5 FEET NORTHWEST OF RM NO 1,
 JA0212'36 FEET NORTHWEST OF SALEM STA, 4.5 FEET SOUTHWEST OF THE
 JA0212'SOUTHWEST EDGE OF THE RESERVOIR, ABOUT 1 FOOT BELOW THE LEVEL
 JA0212'OF THE TOP OF THE RESERVOIR WALL AND SET IN THE TOP OF A CONCRETE
 JA0212'POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1686 ***********************************************************************
 JA1686  DESIGNATION -  SALEM SMITH CABINET CO TANK
 JA1686  PID         -  JA1686
 JA1686  STATE/COUNTY-  IN/WASHINGTON
 JA1686  COUNTRY     -  US
 JA1686  USGS QUAD   -  SALEM (2019)
 JA1686
 JA1686                         *CURRENT SURVEY CONTROL
 JA1686  ______________________________________________________________________
 JA1686* NAD 83(1997) POSITION- 38 36 15.07219(N) 086 05 45.76341(W)   ADJUSTED
 JA1686  ______________________________________________________________________
 JA1686  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 JA1686  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 JA1686  HORZ ORDER      -  THIRD
 JA1686
 JA1686.The horizontal coordinates were established by classical geodetic methods
 JA1686.and adjusted by the National Geodetic Survey in May 1999.
 JA1686
 JA1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1686.GEOID18 height accuracy estimate available here.
 JA1686
 JA1686.Click photographs - Photos may exist for this station.
 JA1686
 JA1686.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1686
 JA1686. The following values were computed from the NAD 83(1997) position.
 JA1686
 JA1686;                    North         East     Units Scale Factor Converg.
 JA1686;SPC IN E     -   372,645.289    62,599.291   MT  0.99998389   -0 16 04.5
 JA1686;SPC IN E     - 1,222,587.09    205,377.84   sFT  0.99998389   -0 16 04.5
 JA1686;UTM  16      - 4,273,241.673   578,709.977   MT  0.99967629   +0 33 50.5
 JA1686
 JA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7870973241(NAD 83)
 JA1686
 JA1686                          SUPERSEDED SURVEY CONTROL
 JA1686
 JA1686  NAD 83(1993)-  38 36 15.07512(N)    086 05 45.76430(W) AD(       ) 3
 JA1686  NAD 83(1986)-  38 36 15.07609(N)    086 05 45.76779(W) AD(       ) 3
 JA1686  NAD 27      -  38 36 14.87200(N)    086 05 45.84600(W) AD(       ) 3
 JA1686
 JA1686.Superseded values are not recommended for survey control.
 JA1686
 JA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1686.See file dsdata.pdf to determine how the superseded data were derived.
 JA1686
 JA1686_MARKER: 53 = ELEVATED TANK
 JA1686
 JA1686  HISTORY     - Date     Condition        Report By
 JA1686  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1686
 JA1686                          STATION DESCRIPTION
 JA1686
 JA1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1686'THIS IS AN INTERSECTION STATION.
 JA1686'
 JA1686'THE STATION IS THE APEX OF THE CONICAL ROOF OF THE TANK, LOCATED ON
 JA1686'THE EASTERN EDGE OF THE TOWN ABOUT 125 FEET EAST OF THE MONON
 JA1686'RAILROAD TRACKS. IT IS BUILT OF WOOD AND IS ABOUT 80 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1688 ***********************************************************************
 JA1688  DESIGNATION -  SALEM SMITH CABINET CO STACK
 JA1688  PID         -  JA1688
 JA1688  STATE/COUNTY-  IN/WASHINGTON
 JA1688  COUNTRY     -  US
 JA1688  USGS QUAD   -  SALEM (2019)
 JA1688
 JA1688                         *CURRENT SURVEY CONTROL
 JA1688  ______________________________________________________________________
 JA1688* NAD 83(1997) POSITION- 38 36 17.80986(N) 086 05 44.82817(W)   ADJUSTED
 JA1688  ______________________________________________________________________
 JA1688  GEOID HEIGHT    -        -33.438 (meters)                     GEOID18
 JA1688  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 JA1688  HORZ ORDER      -  THIRD
 JA1688
 JA1688.The horizontal coordinates were established by classical geodetic methods
 JA1688.and adjusted by the National Geodetic Survey in May 1999.
 JA1688
 JA1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1688.GEOID18 height accuracy estimate available here.
 JA1688
 JA1688.Click photographs - Photos may exist for this station.
 JA1688
 JA1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1688
 JA1688. The following values were computed from the NAD 83(1997) position.
 JA1688
 JA1688;                    North         East     Units Scale Factor Converg.
 JA1688;SPC IN E     -   372,729.598    62,622.314   MT  0.99998386   -0 16 03.9
 JA1688;SPC IN E     - 1,222,863.69    205,453.38   sFT  0.99998386   -0 16 03.9
 JA1688;UTM  16      - 4,273,326.282   578,731.767   MT  0.99967633   +0 33 51.2
 JA1688
 JA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7873173326(NAD 83)
 JA1688
 JA1688                          SUPERSEDED SURVEY CONTROL
 JA1688
 JA1688  NAD 83(1993)-  38 36 17.81296(N)    086 05 44.82906(W) AD(       ) 3
 JA1688  NAD 83(1986)-  38 36 17.81383(N)    086 05 44.83252(W) AD(       ) 3
 JA1688  NAD 27      -  38 36 17.60800(N)    086 05 44.91100(W) AD(       ) 3
 JA1688
 JA1688.Superseded values are not recommended for survey control.
 JA1688
 JA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1688.See file dsdata.pdf to determine how the superseded data were derived.
 JA1688
 JA1688_MARKER: 63 = STACK
 JA1688
 JA1688  HISTORY     - Date     Condition        Report By
 JA1688  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1688
 JA1688                          STATION DESCRIPTION
 JA1688
 JA1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1688'THIS IS AN INTERSECTION STATION.
 JA1688'
 JA1688'THE STATION IS THE TOP OF THE STACK, LOCATED ON THE EASTERN EDGE OF
 JA1688'THE TOWN ABOUT 75 FEET EAST OF THE MONON RAILROAD TRACKS.
 JA1688'IT IS A SQUARE STACK BUILT OF RED TILE AND IS ABOUT 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1687 ***********************************************************************
 JA1687  DESIGNATION -  SALEM WASHINGTON CO CTHSE CUP
 JA1687  PID         -  JA1687
 JA1687  STATE/COUNTY-  IN/WASHINGTON
 JA1687  COUNTRY     -  US
 JA1687  USGS QUAD   -  SALEM (2019)
 JA1687
 JA1687                         *CURRENT SURVEY CONTROL
 JA1687  ______________________________________________________________________
 JA1687* NAD 83(1997) POSITION- 38 36 20.30947(N) 086 06 02.91844(W)   ADJUSTED
 JA1687  ______________________________________________________________________
 JA1687  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 JA1687  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 JA1687  HORZ ORDER      -  THIRD
 JA1687
 JA1687.The horizontal coordinates were established by classical geodetic methods
 JA1687.and adjusted by the National Geodetic Survey in May 1999.
 JA1687
 JA1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1687.GEOID18 height accuracy estimate available here.
 JA1687
 JA1687.Click photographs - Photos may exist for this station.
 JA1687
 JA1687.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1687
 JA1687. The following values were computed from the NAD 83(1997) position.
 JA1687
 JA1687;                    North         East     Units Scale Factor Converg.
 JA1687;SPC IN E     -   372,808.730    62,184.976   MT  0.99998427   -0 16 15.2
 JA1687;SPC IN E     - 1,223,123.31    204,018.54   sFT  0.99998427   -0 16 15.2
 JA1687;UTM  16      - 4,273,399.033   578,293.461   MT  0.99967549   +0 33 39.9
 JA1687
 JA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7829373399(NAD 83)
 JA1687
 JA1687                          SUPERSEDED SURVEY CONTROL
 JA1687
 JA1687  NAD 83(1993)-  38 36 20.31251(N)    086 06 02.91939(W) AD(       ) 3
 JA1687  NAD 83(1986)-  38 36 20.31341(N)    086 06 02.92280(W) AD(       ) 3
 JA1687  NAD 27      -  38 36 20.10900(N)    086 06 02.99900(W) AD(       ) 3
 JA1687
 JA1687.Superseded values are not recommended for survey control.
 JA1687
 JA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1687.See file dsdata.pdf to determine how the superseded data were derived.
 JA1687
 JA1687_MARKER: 86 = CUPOLA
 JA1687
 JA1687  HISTORY     - Date     Condition        Report By
 JA1687  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1687
 JA1687                          STATION DESCRIPTION
 JA1687
 JA1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1687'THIS IS AN INTERSECTION STATION.
 JA1687'
 JA1687'THE STATION IS THE APEX OF THE COURT HOUSE CUPOLA, LOCATED IN THE
 JA1687'TOWN SQUARE IN THE CENTRAL PART OF TOWN. THE STRUCTURE IS
 JA1687'BUILT OF STONE AND IS ABOUT 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0527 ***********************************************************************
 JA0527  DESIGNATION -  SALES
 JA0527  PID         -  JA0527
 JA0527  STATE/COUNTY-  IN/CRAWFORD
 JA0527  COUNTRY     -  US
 JA0527  USGS QUAD   -  TASWELL (2019)
 JA0527
 JA0527                         *CURRENT SURVEY CONTROL
 JA0527  ______________________________________________________________________
 JA0527* NAD 83(1997) POSITION- 38 19 39.63439(N) 086 34 36.18594(W)   ADJUSTED
 JA0527* NAVD 88 ORTHO HEIGHT -   259.455 (meters)      851.23  (feet) ADJUSTED
 JA0527  ______________________________________________________________________
 JA0527  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 JA0527  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 JA0527  DYNAMIC HEIGHT  -        259.275 (meters)      850.64  (feet) COMP
 JA0527  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 JA0527
 JA0527  HORZ ORDER      -  SECOND
 JA0527  VERT ORDER      -  FIRST     CLASS II
 JA0527
 JA0527.The horizontal coordinates were established by classical geodetic methods
 JA0527.and adjusted by the National Geodetic Survey in May 1999.
 JA0527
 JA0527.The orthometric height was determined by differential leveling and
 JA0527.adjusted by the NATIONAL GEODETIC SURVEY
 JA0527.in June 1991.
 JA0527
 JA0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0527.GEOID18 height accuracy estimate available here.
 JA0527
 JA0527.Click photographs - Photos may exist for this station.
 JA0527
 JA0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0527
 JA0527.The dynamic height is computed by dividing the NAVD 88
 JA0527.geopotential number by the normal gravity value computed on the
 JA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0527.degrees latitude (g = 980.6199 gals.).
 JA0527
 JA0527.The modeled gravity was interpolated from observed gravity values.
 JA0527
 JA0527. The following values were computed from the NAD 83(1997) position.
 JA0527
 JA0527;                    North         East     Units Scale Factor Converg.
 JA0527;SPC IN W     -   341,986.191   944,297.179   MT  0.99999082   +0 18 51.1
 JA0527;SPC IN W     - 1,121,999.69  3,098,081.66   sFT  0.99999082   +0 18 51.1
 JA0527;UTM  16      - 4,242,257.146   536,997.111   MT  0.99961686   +0 15 45.0
 JA0527
 JA0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0527!SPC IN W     -   0.99996448  x   0.99999082  =   0.99995530
 JA0527!UTM  16      -   0.99996448  x   0.99961686  =   0.99958135
 JA0527
 JA0527:                Primary Azimuth Mark                     Grid Az
 JA0527:SPC IN W     -  SALES AZ                                 028 12 41.8
 JA0527:UTM  16      -  SALES AZ                                 028 15 47.9
 JA0527
 JA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3699742257(NAD 83)
 JA0527
 JA0527|---------------------------------------------------------------------|
 JA0527| PID    Reference Object                     Distance      Geod. Az  |
 JA0527|                                                           dddmmss.s |
 JA0527| JA0525 SALES AZ                            492.629 METERS 0283132.9 |
 JA0527| JA0526 SALES RM 2                            8.745 METERS 06103     |
 JA0527| JA0528 SALES RM 1                           10.299 METERS 19527     |
 JA0527|---------------------------------------------------------------------|
 JA0527
 JA0527                          SUPERSEDED SURVEY CONTROL
 JA0527
 JA0527  NAD 83(1993)-  38 19 39.63793(N)    086 34 36.18854(W) AD(       ) 2
 JA0527  NAD 83(1986)-  38 19 39.64064(N)    086 34 36.19000(W) AD(       ) 2
 JA0527  NAD 27      -  38 19 39.42900(N)    086 34 36.24400(W) AD(       ) 2
 JA0527  NGVD 29 (??/??/92)  259.562  (m)          851.58   (f) ADJ UNCH    1 2
 JA0527  NGVD 29             259.56   (m)          851.6    (f) LEVELING    3  
 JA0527
 JA0527.Superseded values are not recommended for survey control.
 JA0527
 JA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0527.See file dsdata.pdf to determine how the superseded data were derived.
 JA0527
 JA0527_MARKER: DS = TRIANGULATION STATION DISK
 JA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0527_STAMPING: SALES 1946
 JA0527_MARK LOGO: CGS
 JA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0527+STABILITY: SURFACE MOTION
 JA0527
 JA0527  HISTORY     - Date     Condition        Report By
 JA0527  HISTORY     - 1946     MONUMENTED       CGS
 JA0527  HISTORY     - 1965     GOOD             CGS
 JA0527  HISTORY     - 1965     GOOD             CGS
 JA0527  HISTORY     - 1965     GOOD             CGS
 JA0527
 JA0527                          STATION DESCRIPTION
 JA0527
 JA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0527'THE STATION IS ON A PROMINENT BRUSHY HILL, ABOUT 1 MILE SOUTHWEST FROM
 JA0527'THE VILLAGE OF TASWELL AND 0.5 MILE SOUTH FROM STATE HIGHWAY 64 ON THE
 JA0527'PROPERTY OF MR SALES.  IT IS ABOUT 2.5 MILES EAST FROM ECKERTY, AND
 JA0527'ABOUT 300 YARDS WEST FROM THE SALES HOUSE, 5 FEET SOUTHEAST OF A WHITE
 JA0527'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA0527'SALES 1946.
 JA0527'
 JA0527'REFERENCE MARK NO 1 IS 33.79 FEET EAST OF THE STATION.  THE MARK
 JA0527'PROJECTS 6 INCHES AND THE DISK IS STAMPED SALES NO 1 1946.
 JA0527'
 JA0527'REFERENCE MARK NO 2 IS 28.69 FEET NORTHWEST OF THE STATION.  THE MARK
 JA0527'PROJECTS 6 INCHES AND THE DISK IS STAMPED SALES NO 2 1946.
 JA0527'
 JA0527'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHEAST OF THE
 JA0527'STATION, 92 FEET SOUTH OF STATE HIGHWAY 64, AND 105 FEET WEST OF A
 JA0527'DIRT ROAD, 4.6 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 JA0527'INCHES AND THE DISK IS STAMPED SALES 1946.
 JA0527'
 JA0527'TO REACH THE STATION FROM ECKERTY, GO EAST ON STATE HIGHWAY 64, ABOUT
 JA0527'2.5 MILES TO A T-ROAD INTERSECTION THROUGH A CUT BANK ON THE RIGHT,
 JA0527'TURN RIGHT AND GO SOUTH, CROSSING THE SOUTHERN R R ON AN OVERPASS, 0.2
 JA0527'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.6 MILE TO THE BASE OF A
 JA0527'STEEP HILL ON THE LEFT, GO THROUGH THE CUT BANK ABOUT 100 YARDS TO THE
 JA0527'TOP AND THE STATION.
 JA0527'
 JA0527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA0527
 JA0527                          STATION RECOVERY (1965)
 JA0527
 JA0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0527'THE STATION MARK, STAMPED SALES 1946, IS ABOUT 0.8 MILE SOUTHWEST
 JA0527'ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT TASWELL, THENCE 0.15
 JA0527'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A
 JA0527'GRAVELED ROAD, IN SECTION 24, T 2 S, R 2 W, 203 FEET SOUTHEAST OF THE
 JA0527'CENTER LINE OF THE ROAD, 0.1 MILE SOUTHEAST OF THE SOUTHERN RAILWAY,
 JA0527'149 FEET SOUTHEAST OF A POWER POLE, 1.6 FEET SOUTHEAST OF A METAL
 JA0527'WITNESS POST, ABOUT 50 FEET ABOVE THE LEVEL OF THE ROAD.  SET IN THE
 JA0527'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0527'
 JA0527'RM 1, STAMPED SALES NO 1 1946, IS 33.8 FEET EAST OF THE STATION, 227
 JA0527'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 173 FEET SOUTHEAST OF A
 JA0527'POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0527'
 JA0527'RM 2, STAMPED SALES NO 2 1946, IS 28.7 FEET NORTHWEST OF THE STATION,
 JA0527'174 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 120 FEET SOUTHEAST
 JA0527'OF A POWER POLE WITH A GUY WIRE, SET IN THE TOP OF A CONCRETE POST
 JA0527'PROJECTING 3 INCHES.
 JA0527'
 JA0527'THE AZIMUTH MARK, STAMPED SALES 1946, IS ABOUT 0.8 MILE SOUTHWEST
 JA0527'ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN TASWELL, IN SECTION 24,
 JA0527'T 2 S, R 2 W, 151 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 JA0527'GRAVELED ROAD AND THE HIGHWAY, 88 FEET SOUTH OF THE CENTER LINE OF THE
 JA0527'HIGHWAY, 115 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.5
 JA0527'FEET SOUTH OF A METAL WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF
 JA0527'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0527
 JA0527                          STATION RECOVERY (1965)
 JA0527
 JA0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA0527'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 JA0527'CONDITION.  A DISCREPANCY WAS NOTED IN THE METER MEASUREMENT FOR
 JA0527'REFERENCE MARK NO 2 AND WAS CORRECTED ABOVE.
 JA0527'
 JA0527'DUE TO CHANGES IN THE ROUTING OF STATE ROUTE 64 A NEW AND MORE
 JA0527'DETAILED DESCRIPTION FOLLOWS.
 JA0527'
 JA0527'THE STATION IS ON A PROMINENT, VERY BRUSHY HILL, ABOUT 1 MILE
 JA0527'SOUTHWEST OF TASWELL AND 0.25 MILE SOUTH OF STATE ROUTE 64.
 JA0527'
 JA0527'TO REACH FROM THE POST OFFICE IN TASWELL, GO WESTERLY ON STATE ROUTE
 JA0527'64 FOR 0.8 MILE TO A GRAVELED ROAD LEFT AND THE AZIMUTH MARK ABOUT 110
 JA0527'FEET WEST OF THIS ROAD AS DESCRIBED.  HERE, TURN LEFT, SOUTH, ON THIS
 JA0527'GRAVELED ROAD FOR 0.2 MILE TO A FORK, KEEP RIGHT FORK AND GO WESTERLY
 JA0527'ON GRAVELED ROAD FOR 0.2 MILE TO THE TOP OF THE GRADE AND THE STATION
 JA0527'ON THE LEFT, SOUTH, ABOUT 75 PACES AS DESCRIBED.
 JA0527'
 JA0527'THE STATION IS ABOUT 300 YARDS WEST OF A HOUSE, 53 FEET SOUTH OF A
 JA0527'12-INCH, HICKORY TREE, 49 FEET WEST OF A 10-INCH HICKORY TREE, 36 FEET
 JA0527'NORTHEAST OF 12-INCH, FORKED, TRUNKED, PERSIMMON TREE AND 1.6 FEET
 JA0527'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 JA0527'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 JA0527'THE DISK IS STAMPED SALES 1946.
 JA0527'
 JA0527'REFERENCE MARK NO 1 IS 34 FEET FAST OF A METAL WITNESS POST AND SIGN
 JA0527'AND 25 FEET NORTH-NORTHWEST OF 10-INCH HICKORY TREE.  A STANDARD DISK
 JA0527'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 JA0527'INCHES AND THE DISK IS STAMPED SALES NO 1 1946.
 JA0527'
 JA0527'REFERENCE MARK NO 2 IS 44 FEET SOUTHWEST OF A 12-INCH HICKORY TREE AND
 JA0527'27 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK
 JA0527'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 JA0527'INCHES AND THE DISK IS STAMPED SALES NO 2 1946.
 JA0527'
 JA0527'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 JA0527'REFERENCE MARK NO 2 IS 57.64 FEET.
 JA0527'
 JA0527'THE AZIMUTH MARK IS 112 FEET WEST OF THE APPROXIMATE CENTER OF A
 JA0527'GRAVELED ROAD, 87 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 JA0527'64, 82 FEET EAST OF A 30-INCH OAK TEEE, 34 FEET WEST OF A 4-INCH,
 JA0527'SQUARE, CONCRETE RIGHT-OF-WAY MARKER, 105 FEET SOUTH OF A METAL
 JA0527'WITNESS POST AND SIGN, AND AT THE NORTH EDGE OF A CULTIVATED FIELD.  A
 JA0527'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JA0527'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED SALES 1946.
 JA0527'
 JA0527'THIS WAS NOT AN OCCUPIED STATION.
 JA0527
 JA0527                          STATION RECOVERY (1965)
 JA0527
 JA0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0527'1.2 MI SW FROM TASWELL.
 JA0527'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0527'OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD,
 JA0527'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 24,
 JA0527'T 2 S, R 2 W, 203 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 JA0527'ROAD, 0.1 MILE SOUTHEAST OF THE SOUTHERN RAILWAY, 149 FEET
 JA0527'SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 1.6 FEET SOUTHEAST
 JA0527'OF A METAL WITNESS POST, ABOUT 50 FEET ABOVE THE LEVEL OF THE
 JA0527'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0525 ***********************************************************************
 JA0525  DESIGNATION -  SALES AZ
 JA0525  PID         -  JA0525
 JA0525  STATE/COUNTY-  IN/CRAWFORD
 JA0525  COUNTRY     -  US
 JA0525  USGS QUAD   -  TASWELL (2019)
 JA0525
 JA0525                         *CURRENT SURVEY CONTROL
 JA0525  ______________________________________________________________________
 JA0525* NAD 83(1997) POSITION- 38 19 53.67149(N) 086 34 26.49965(W)   ADJUSTED
 JA0525* NAVD 88 ORTHO HEIGHT -   247.616 (meters)      812.39  (feet) ADJUSTED
 JA0525  ______________________________________________________________________
 JA0525  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 JA0525  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 JA0525  DYNAMIC HEIGHT  -        247.444 (meters)      811.82  (feet) COMP
 JA0525  MODELED GRAVITY -    979,928.7   (mgal)                       NAVD 88
 JA0525
 JA0525  HORZ ORDER      -  THIRD
 JA0525  VERT ORDER      -  FIRST     CLASS II
 JA0525
 JA0525.The horizontal coordinates were established by classical geodetic methods
 JA0525.and adjusted by the National Geodetic Survey in May 1999.
 JA0525
 JA0525.The orthometric height was determined by differential leveling and
 JA0525.adjusted by the NATIONAL GEODETIC SURVEY
 JA0525.in June 1991.
 JA0525
 JA0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0525.GEOID18 height accuracy estimate available here.
 JA0525
 JA0525.Click photographs - Photos may exist for this station.
 JA0525
 JA0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0525
 JA0525.The dynamic height is computed by dividing the NAVD 88
 JA0525.geopotential number by the normal gravity value computed on the
 JA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0525.degrees latitude (g = 980.6199 gals.).
 JA0525
 JA0525.The modeled gravity was interpolated from observed gravity values.
 JA0525
 JA0525. The following values were computed from the NAD 83(1997) position.
 JA0525
 JA0525;                    North         East     Units Scale Factor Converg.
 JA0525;SPC IN W     -   342,420.295   944,530.057   MT  0.99999108   +0 18 57.2
 JA0525;SPC IN W     - 1,123,423.92  3,098,845.70   sFT  0.99999108   +0 18 57.2
 JA0525;UTM  16      - 4,242,690.878   537,230.293   MT  0.99961707   +0 15 51.1
 JA0525
 JA0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0525!SPC IN W     -   0.99996633  x   0.99999108  =   0.99995741
 JA0525!UTM  16      -   0.99996633  x   0.99961707  =   0.99958342
 JA0525
 JA0525:                Primary Azimuth Mark                     Grid Az
 JA0525:SPC IN W     -  SALES                                    208 12 41.7
 JA0525:UTM  16      -  SALES                                    208 15 47.8
 JA0525
 JA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3723042690(NAD 83)
 JA0525
 JA0525|---------------------------------------------------------------------|
 JA0525| PID    Reference Object                     Distance      Geod. Az  |
 JA0525|                                                           dddmmss.s |
 JA0525| JA0527 SALES                               492.629 METERS 2083138.9 |
 JA0525|---------------------------------------------------------------------|
 JA0525
 JA0525                          SUPERSEDED SURVEY CONTROL
 JA0525
 JA0525  NAD 83(1993)-  38 19 53.67497(N)    086 34 26.50232(W) AD(       ) 3
 JA0525  NAD 83(1986)-  38 19 53.67772(N)    086 34 26.50372(W) AD(       ) 3
 JA0525  NAD 27      -  38 19 53.46600(N)    086 34 26.55800(W) AD(       ) 3
 JA0525  NGVD 29 (??/??/92)  247.723  (m)          812.74   (f) ADJ UNCH    1 2
 JA0525  NGVD 29             247.72   (m)          812.7    (f) LEVELING    3  
 JA0525
 JA0525.Superseded values are not recommended for survey control.
 JA0525
 JA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0525.See file dsdata.pdf to determine how the superseded data were derived.
 JA0525
 JA0525_MARKER: DZ = AZIMUTH MARK DISK
 JA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0525_STAMPING: SALES 1946
 JA0525_MARK LOGO: CGS
 JA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0525+STABILITY: SURFACE MOTION
 JA0525
 JA0525  HISTORY     - Date     Condition        Report By
 JA0525  HISTORY     - 1946     MONUMENTED       CGS
 JA0525  HISTORY     - 1965     GOOD             CGS
 JA0525
 JA0525                          STATION DESCRIPTION
 JA0525
 JA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0525'STATION IS ABOUT 1 MILE SOUTHWEST FROM THE VILLAGE OF TASWELL AND
 JA0525'ABOUT 2.5 MILES EAST
 JA0525'FROM ECKERTY, IT IS 92 FEET SOUTH FROM THE CENTERLINE
 JA0525'OF STATE HIGHWAY 64, AND 105 FEET
 JA0525'WEST OF A DIRT ROAD, 4.6 FEET WEST
 JA0525'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA0525'AND THE DISK IS
 JA0525'STAMPED SALES 1946.
 JA0525'
 JA0525'TO REACH THE STATION FROM ECKERTY, GO WEST ON STATE HIGHWAY 64 FOR
 JA0525'ABOUT 2.5 MILES TO A
 JA0525'T-ROAD INTERSECTION THROUGH A CUT BANK ON THE RIGHT, AND
 JA0525'THE MARK IS IN THE SOUTHWEST
 JA0525'ANGLE OF THE INTERSECTION.
 JA0525'
 JA0525'TO REACH STATION SALES FROM THE AZIMUTH GO SOUTH CROSSING THE
 JA0525'SOUTHERN RAILROAD ON AN
 JA0525'OVERPASS AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND
 JA0525'GO 0.6 MILE TO THE BASE OF A
 JA0525'STEEP HILL ON THE LEFT, GO THROUTH THE CUT BANK
 JA0525'ABOUT 100 YARDS TO THE TOP AND THE STATION.
 JA0525
 JA0525                          STATION RECOVERY (1965)
 JA0525
 JA0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0525'0.8 MI SW FROM TASWELL.
 JA0525'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0525'OFFICE AT TASWELL, IN SECTION 24, T 2 S, R 2 W, 151 FEET SOUTHWEST
 JA0525'OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD AND THE HIGHWAY,
 JA0525'88 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 115 FEET WEST
 JA0525'OF THE CENTER LINE OF THE GRAVELED ROAD, 1.5 FEET SOUTH OF A
 JA0525'METAL WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0525'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0528 ***********************************************************************
 JA0528  DESIGNATION -  SALES RM 1
 JA0528  PID         -  JA0528
 JA0528  STATE/COUNTY-  IN/CRAWFORD
 JA0528  COUNTRY     -  US
 JA0528  USGS QUAD   -  TASWELL (2019)
 JA0528
 JA0528                         *CURRENT SURVEY CONTROL
 JA0528  ______________________________________________________________________
 JA0528* NAD 83(1986) POSITION- 38 19 39.31   (N) 086 34 36.30   (W)   HD_HELD1
 JA0528* NAVD 88 ORTHO HEIGHT -   259.152 (meters)      850.23  (feet) ADJUSTED
 JA0528  ______________________________________________________________________
 JA0528  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 JA0528  DYNAMIC HEIGHT  -        258.972 (meters)      849.64  (feet) COMP
 JA0528  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 JA0528
 JA0528  VERT ORDER      -  FIRST     CLASS II
 JA0528
 JA0528.The horizontal coordinates were determined by differentially corrected
 JA0528.hand held GPS observations or other comparable positioning techniques
 JA0528.and have an estimated accuracy of +/- 3 meters.
 JA0528
 JA0528.The orthometric height was determined by differential leveling and
 JA0528.adjusted by the NATIONAL GEODETIC SURVEY
 JA0528.in June 1991.
 JA0528
 JA0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0528.GEOID18 height accuracy estimate available here.
 JA0528
 JA0528.Click photographs - Photos may exist for this station.
 JA0528
 JA0528.The dynamic height is computed by dividing the NAVD 88
 JA0528.geopotential number by the normal gravity value computed on the
 JA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0528.degrees latitude (g = 980.6199 gals.).
 JA0528
 JA0528.The modeled gravity was interpolated from observed gravity values.
 JA0528
 JA0528;                    North         East    Units  Estimated Accuracy
 JA0528;SPC IN W     -   341,976.2     944,294.5     MT  (+/- 3 meters HH1 GPS) 
 JA0528
 JA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3699442247(NAD 83)
 JA0528
 JA0528                          SUPERSEDED SURVEY CONTROL
 JA0528
 JA0528  NGVD 29 (??/??/92)  259.259  (m)          850.59   (f) ADJ UNCH    1 2
 JA0528
 JA0528.Superseded values are not recommended for survey control.
 JA0528
 JA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0528.See file dsdata.pdf to determine how the superseded data were derived.
 JA0528
 JA0528_MARKER: DR = REFERENCE MARK DISK
 JA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0528_STAMPING: SALES NO 1 1946
 JA0528_MARK LOGO: CGS
 JA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0528+STABILITY: SURFACE MOTION
 JA0528
 JA0528  HISTORY     - Date     Condition        Report By
 JA0528  HISTORY     - 1946     MONUMENTED       CGS
 JA0528  HISTORY     - 1965     GOOD             CGS
 JA0528
 JA0528                          STATION DESCRIPTION
 JA0528
 JA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0528'1.2 MI SW FROM TASWELL.
 JA0528'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0528'OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD,
 JA0528'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 24,
 JA0528'T 2 S, R 2 W, 33.8 FEET EAST OF SALES 1946, 227 FEET SOUTHEAST
 JA0528'OF THE CENTER LINE OF THE ROAD, 173 FEET SOUTHEAST OF A POWER
 JA0528'POLE WITH A GUY WIRE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0528'1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0526 ***********************************************************************
 JA0526  DESIGNATION -  SALES RM 2
 JA0526  PID         -  JA0526
 JA0526  STATE/COUNTY-  IN/CRAWFORD
 JA0526  COUNTRY     -  US
 JA0526  USGS QUAD   -  TASWELL (2019)
 JA0526
 JA0526                         *CURRENT SURVEY CONTROL
 JA0526  ______________________________________________________________________
 JA0526* NAD 83(1986) POSITION- 38 19 39.77   (N) 086 34 35.87   (W)   HD_HELD1
 JA0526* NAVD 88 ORTHO HEIGHT -   258.835 (meters)      849.19  (feet) ADJUSTED
 JA0526  ______________________________________________________________________
 JA0526  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 JA0526  DYNAMIC HEIGHT  -        258.656 (meters)      848.61  (feet) COMP
 JA0526  MODELED GRAVITY -    979,928.5   (mgal)                       NAVD 88
 JA0526
 JA0526  VERT ORDER      -  FIRST     CLASS II
 JA0526
 JA0526.The horizontal coordinates were determined by differentially corrected
 JA0526.hand held GPS observations or other comparable positioning techniques
 JA0526.and have an estimated accuracy of +/- 3 meters.
 JA0526
 JA0526.The orthometric height was determined by differential leveling and
 JA0526.adjusted by the NATIONAL GEODETIC SURVEY
 JA0526.in June 1991.
 JA0526
 JA0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0526.GEOID18 height accuracy estimate available here.
 JA0526
 JA0526.Click photographs - Photos may exist for this station.
 JA0526
 JA0526.The dynamic height is computed by dividing the NAVD 88
 JA0526.geopotential number by the normal gravity value computed on the
 JA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0526.degrees latitude (g = 980.6199 gals.).
 JA0526
 JA0526.The modeled gravity was interpolated from observed gravity values.
 JA0526
 JA0526;                    North         East    Units  Estimated Accuracy
 JA0526;SPC IN W     -   341,990.4     944,304.8     MT  (+/- 3 meters HH1 GPS) 
 JA0526
 JA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3700442261(NAD 83)
 JA0526
 JA0526                          SUPERSEDED SURVEY CONTROL
 JA0526
 JA0526  NGVD 29 (??/??/92)  258.942  (m)          849.55   (f) ADJ UNCH    1 2
 JA0526
 JA0526.Superseded values are not recommended for survey control.
 JA0526
 JA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0526.See file dsdata.pdf to determine how the superseded data were derived.
 JA0526
 JA0526_MARKER: DR = REFERENCE MARK DISK
 JA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0526_STAMPING: SALES NO 2 1946
 JA0526_MARK LOGO: CGS
 JA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0526+STABILITY: SURFACE MOTION
 JA0526
 JA0526  HISTORY     - Date     Condition        Report By
 JA0526  HISTORY     - 1946     MONUMENTED       CGS
 JA0526  HISTORY     - 1965     GOOD             CGS
 JA0526
 JA0526                          STATION DESCRIPTION
 JA0526
 JA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0526'1.2 MI SW FROM TASWELL.
 JA0526'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0526'OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD,
 JA0526'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION
 JA0526'24, T 2 S, R 2 W, 174 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JA0526'ROAD, 28.7 FEET NORTHWEST OF SALES 1946, 120 FEET SOUTHEAST OF
 JA0526'A POWER POLE WITH A GUY WIRE, SET IN THE TOP OF A CONCRETE POST
 JA0526'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1478 ***********************************************************************
 JA1478  DESIGNATION -  SALTILLO
 JA1478  PID         -  JA1478
 JA1478  STATE/COUNTY-  IN/WASHINGTON
 JA1478  COUNTRY     -  US
 JA1478  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA1478
 JA1478                         *CURRENT SURVEY CONTROL
 JA1478  ______________________________________________________________________
 JA1478* NAD 83(1997) POSITION- 38 39 05.45781(N) 086 17 12.96965(W)   ADJUSTED
 JA1478* NAVD 88 ORTHO HEIGHT -   246.845 (meters)      809.86  (feet) ADJUSTED
 JA1478  ______________________________________________________________________
 JA1478  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 JA1478  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 JA1478  DYNAMIC HEIGHT  -        246.681 (meters)      809.32  (feet) COMP
 JA1478  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA1478
 JA1478  HORZ ORDER      -  SECOND
 JA1478  VERT ORDER      -  FIRST     CLASS II
 JA1478
 JA1478.The horizontal coordinates were established by classical geodetic methods
 JA1478.and adjusted by the National Geodetic Survey in May 1999.
 JA1478
 JA1478.The orthometric height was determined by differential leveling and
 JA1478.adjusted by the NATIONAL GEODETIC SURVEY
 JA1478.in June 1991.
 JA1478
 JA1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1478.GEOID18 height accuracy estimate available here.
 JA1478
 JA1478.Click photographs - Photos may exist for this station.
 JA1478
 JA1478.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1478
 JA1478.The dynamic height is computed by dividing the NAVD 88
 JA1478.geopotential number by the normal gravity value computed on the
 JA1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1478.degrees latitude (g = 980.6199 gals.).
 JA1478
 JA1478.The modeled gravity was interpolated from observed gravity values.
 JA1478
 JA1478. The following values were computed from the NAD 83(1997) position.
 JA1478
 JA1478;                    North         East     Units Scale Factor Converg.
 JA1478;SPC IN E     -   377,994.168    46,007.292   MT  1.00000255   -0 23 14.7
 JA1478;SPC IN E     - 1,240,135.87    150,942.26   sFT  1.00000255   -0 23 14.7
 JA1478;SPC IN W     -   378,112.559   969,324.350   MT  1.00002583   +0 29 50.8
 JA1478;SPC IN W     - 1,240,524.29  3,180,191.64   sFT  1.00002583   +0 29 50.8
 JA1478;UTM  16      - 4,278,347.261   562,047.548   MT  0.99964741   +0 26 43.4
 JA1478
 JA1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1478!SPC IN E     -   0.99996651  x   1.00000255  =   0.99996906
 JA1478!SPC IN W     -   0.99996651  x   1.00002583  =   0.99999234
 JA1478!UTM  16      -   0.99996651  x   0.99964741  =   0.99961393
 JA1478
 JA1478:                Primary Azimuth Mark                     Grid Az
 JA1478:SPC IN E     -  SALTILLO AZ MK                           333 45 21.3
 JA1478:SPC IN W     -  SALTILLO AZ MK                           332 52 15.8
 JA1478:UTM  16      -  SALTILLO AZ MK                           332 55 23.2
 JA1478
 JA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6204778347(NAD 83)
 JA1478
 JA1478|---------------------------------------------------------------------|
 JA1478| PID    Reference Object                     Distance      Geod. Az  |
 JA1478|                                                           dddmmss.s |
 JA1478| JA0182 SALTILLO RM 1                        27.127 METERS 16709     |
 JA1478| JA0181 SALTILLO 2                            6.664 METERS 17848     |
 JA1478| JA0183 SALTILLO RM 2                        36.244 METERS 22659     |
 JA1478| JA0180 SALTILLO AZ MK                                     3332206.6 |
 JA1478|---------------------------------------------------------------------|
 JA1478
 JA1478                          SUPERSEDED SURVEY CONTROL
 JA1478
 JA1478  NAD 83(1986)-  38 39 05.46184(N)    086 17 12.97365(W) AD(       ) 2
 JA1478  NAD 27      -  38 39 05.26400(N)    086 17 13.02600(W) AD(       ) 2
 JA1478  NGVD 29 (??/??/92)  246.95   (m)          810.2    (f) COMPUTED    1 2
 JA1478
 JA1478.Superseded values are not recommended for survey control.
 JA1478
 JA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1478.See file dsdata.pdf to determine how the superseded data were derived.
 JA1478
 JA1478_MARKER: DS = TRIANGULATION STATION DISK
 JA1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1478_STAMPING: SALTILLO 1946
 JA1478_MARK LOGO: CGS
 JA1478_PROJECTION: FLUSH
 JA1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1478+STABILITY: SURFACE MOTION
 JA1478
 JA1478  HISTORY     - Date     Condition        Report By
 JA1478  HISTORY     - 1946     MONUMENTED       CGS
 JA1478  HISTORY     - 1954     GOOD             CGS
 JA1478
 JA1478                          STATION DESCRIPTION
 JA1478
 JA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1478'THIS STATION IS IN THE NORTHEAST CORNER OF THE FRONT LAWN OF A
 JA1478'FARMHOUSE, 44 FEET EAST OF A LARGE CONCRETE GATEPOST AND 33 FEET
 JA1478'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60. THE MARK IS FLUSH WITH
 JA1478'THE GROUND AND THE DISK IS STAMPED SALTILLO 1946.
 JA1478'
 JA1478'REFERENCE MARK NO. 1 IS 89.00 FEET SOUTH OF THE STATION AND 56 FEET
 JA1478'EAST OF THE ENTRANCE DRIVEWAY, IN A FENCELINE.  THE MARK
 JA1478'PROJECTS 6 INCHES AND THE DISK IS STAMPED SALTILLO 1946 1.
 JA1478'
 JA1478'REFERENCE MARK NO. 2 IS 118.91 FEET SOUTHWEST OF THE STATION AND 48
 JA1478'FEET WEST OF THE DRIVEWAY, IN A FENCELINE. THE MARK PROJECTS 6
 JA1478'INCHES AND THE DISK IS STAMPED SALTILLO 1946 2.
 JA1478'
 JA1478'AZIMUTH MARK IS NORTHWEST OF THE STATION, 48 FEET NORTH OF A FENCE
 JA1478'CORNER, 16 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 60 AND
 JA1478'3 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND
 JA1478'THE DISK IS STAMPED SALTILLO 1946.
 JA1478'
 JA1478'TO REACH FROM THE HIGHWAY CURVE IN SALTILLO, GO SOUTH ON STATE
 JA1478'HIGHWAY 60 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 JA1478'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A LEFT TURN IN THE HIGHWAY,
 JA1478'TURN LEFT AND FOLLOW HIGHWAY 0.15 MILE TO FARMHOUSE AND STATION ON
 JA1478'RIGHT AS DESCRIBED.
 JA1478'
 JA1478'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1478
 JA1478                          STATION RECOVERY (1954)
 JA1478
 JA1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JA1478'THE STATION, REFERENCE MARKS NOS. 1 AND 2,
 JA1478'AND AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JA1478'CONDITION.
 JA1478'
 JA1478'DUE TO HIGHWAY CONSTRUCTION A NEW STATION SALTILLO 2 WAS ESTABLISHED
 JA1478'AND THE OLD STATION DESTROYED. THE TWO OLD REFERENCE MARKS
 JA1478'AND AZIMUTH MARK REMAIN IN THEIR ORIGINAL POSITION AND WERE USED AS
 JA1478'THE REFERENCE MARKS AND AZIMUTH MARK FOR SALTILLO 2.
 JA1478'
 JA1478'A 12 FOOT SIGNAL REQUIRED TO SEE THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0181 ***********************************************************************
 JA0181  DESIGNATION -  SALTILLO 2
 JA0181  PID         -  JA0181
 JA0181  STATE/COUNTY-  IN/WASHINGTON
 JA0181  COUNTRY     -  US
 JA0181  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0181
 JA0181                         *CURRENT SURVEY CONTROL
 JA0181  ______________________________________________________________________
 JA0181* NAD 83(1997) POSITION- 38 39 05.24176(N) 086 17 12.96387(W)   NO CHECK
 JA0181* NAD 83(1997) ELLIP HT-   213.293 (meters)        (05/25/99)   NO CHECK
 JA0181* NAVD 88 ORTHO HEIGHT -   246.65  (meters)      809.2   (feet) RESET
 JA0181  ______________________________________________________________________
 JA0181  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 JA0181  NAD 83(1997) X  -    323,006.188 (meters)                     COMP
 JA0181  NAD 83(1997) Y  - -4,977,282.447 (meters)                     COMP
 JA0181  NAD 83(1997) Z  -  3,962,306.553 (meters)                     COMP
 JA0181  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 JA0181  HORZ ORDER      -  THIRD
 JA0181  VERT ORDER      -  THIRD
 JA0181  ELLP ORDER      -  FOURTH    CLASS I
 JA0181
 JA0181.The horizontal coordinates were established by classical geodetic methods
 JA0181.and adjusted by the National Geodetic Survey in May 1999.
 JA0181
 JA0181.No horizontal observational check was made to the station.
 JA0181
 JA0181.The orthometric height was computed from unverified reset data.
 JA0181
 JA0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0181.GEOID18 height accuracy estimate available here.
 JA0181
 JA0181.Click photographs - Photos may exist for this station.
 JA0181
 JA0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0181
 JA0181.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0181
 JA0181.The ellipsoidal height was determined by GPS observations
 JA0181.and is referenced to NAD 83.
 JA0181
 JA0181. The following values were computed from the NAD 83(1997) position.
 JA0181
 JA0181;                    North         East     Units Scale Factor Converg.
 JA0181;SPC IN E     -   377,987.505    46,007.386   MT  1.00000255   -0 23 14.7
 JA0181;SPC IN E     - 1,240,114.01    150,942.57   sFT  1.00000255   -0 23 14.7
 JA0181;SPC IN W     -   378,105.898   969,324.547   MT  1.00002583   +0 29 50.8
 JA0181;SPC IN W     - 1,240,502.43  3,180,192.28   sFT  1.00002583   +0 29 50.8
 JA0181;UTM  16      - 4,278,340.603   562,047.740   MT  0.99964741   +0 26 43.4
 JA0181
 JA0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0181!SPC IN E     -   0.99996653  x   1.00000255  =   0.99996908
 JA0181!SPC IN W     -   0.99996653  x   1.00002583  =   0.99999236
 JA0181!UTM  16      -   0.99996653  x   0.99964741  =   0.99961396
 JA0181
 JA0181:                Primary Azimuth Mark                     Grid Az
 JA0181:SPC IN E     -  SALTILLO AZ MK                           334 05 34.6
 JA0181:SPC IN W     -  SALTILLO AZ MK                           333 12 29.1
 JA0181:UTM  16      -  SALTILLO AZ MK                           333 15 36.5
 JA0181
 JA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6204778340(NAD 83)
 JA0181
 JA0181|---------------------------------------------------------------------|
 JA0181| PID    Reference Object                     Distance      Geod. Az  |
 JA0181|                                                           dddmmss.s |
 JA0181| CG9867 SALTILLO 2 RM 1                      20.653 METERS 16325     |
 JA0181| CG9868 SALTILLO 2 RM 2                      32.196 METERS 23551     |
 JA0181| JA0180 SALTILLO AZ MK                                     3334219.9 |
 JA0181| JA1478 SALTILLO                              6.664 METERS 35848     |
 JA0181|---------------------------------------------------------------------|
 JA0181
 JA0181                          SUPERSEDED SURVEY CONTROL
 JA0181
 JA0181  NAD 83(1986)-  38 39 05.24581(N)    086 17 12.96787(W) AD(       ) 3
 JA0181  NAD 27      -  38 39 05.04800(N)    086 17 13.02000(W) AD(       ) 3
 JA0181  NGVD 29 (??/??/??)  246.76   (m)          809.6    (f) RESET       3  
 JA0181  NGVD 29             246.76   (m)          809.6    (f) LEVELING    3  
 JA0181  NGVD 29 (07/19/86)  246.8    (m)          810.     (f) VERT ANG       
 JA0181
 JA0181.Superseded values are not recommended for survey control.
 JA0181
 JA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0181.See file dsdata.pdf to determine how the superseded data were derived.
 JA0181
 JA0181_MARKER: DS = TRIANGULATION STATION DISK
 JA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0181_STAMPING: SALTILLO 2 1954
 JA0181_MARK LOGO: CGS
 JA0181_PROJECTION: RECESSED 20 CENTIMETERS
 JA0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0181+STABILITY: SURFACE MOTION
 JA0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0181+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 JA0181
 JA0181  HISTORY     - Date     Condition        Report By
 JA0181  HISTORY     - 1954     MONUMENTED       CGS
 JA0181  HISTORY     - 1955     GOOD             CGS
 JA0181  HISTORY     - 1967     GOOD             CGS
 JA0181  HISTORY     - 19880510 GOOD             NGS
 JA0181  HISTORY     - 20230725 GOOD             INDOT
 JA0181
 JA0181                          STATION DESCRIPTION
 JA0181
 JA0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JA0181'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF MITCHELL AND 1
 JA0181'MILE SOUTH OF THE SMALL VILLAGE OF SALTILLO ON THE SOUTH SIDE OF
 JA0181'NEW STATE HIGHWAY 60 AND ON LAND OWNED BY MR. NOEL TRITLE. IT IS 54
 JA0181'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 60, 47-1/2 FEET EAST
 JA0181'OF THE CENTER OF DRIVEWAY AND 32-1/2 FEET SOUTHWEST OF FENCE CORNER.
 JA0181'THE MARK IS 8 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JA0181'SALTILLO 2 1954.
 JA0181'
 JA0181'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER OF DRIVEWAY, 1
 JA0181'FOOT WEST OF FENCE LINE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.
 JA0181'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SALTILLO NO 1
 JA0181'1946.
 JA0181'
 JA0181'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE CENTER OF DRIVEWAY, 1
 JA0181'FOOT EAST OF FENCE LINE AND 1 FOOT SOUTH OF A WHITE WITNESS
 JA0181'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SALTILL NO 2
 JA0181'1946.
 JA0181'
 JA0181'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF OLD STATE HIGHWAY
 JA0181'60 AND 48 FEET NORTH OF A FENCE CORNER, SET UNDER A
 JA0181'NORTH-SOUTH FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0181'STAMPED SALTILLO 1946.
 JA0181'
 JA0181'TO REACH THE STATION FROM THE HIGHWAY CURVE IN SALTILLO, GO SOUTH ON
 JA0181'OLD HIGHWAY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 JA0181'DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.2 MILE TO JUNCTION WITH
 JA0181'NEW STATE HIGHWAY 60, TURN LEFT AND GO EAST FOR 0.15 MILE TO
 JA0181'DRIVEWAY RIGHT LEADING TO FARM HOUSE, TURN RIGHT INTO DRIVEWAY AND
 JA0181'STATION ON THE LEFT AS DESCRIBED.
 JA0181'
 JA0181'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA0181
 JA0181                          STATION RECOVERY (1955)
 JA0181
 JA0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JA0181'2.7 MI W FROM CAMPBELLSBURG.
 JA0181'1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0181'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, WASHINGTON
 JA0181'COUNTY, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 60, AT THE
 JA0181'NOEL TRITLE FARM, 54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JA0181'47.5 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND 8 INCHES
 JA0181'UNDERGROUND.  A STANDARD TRIANGULATON-STATION DISK, STAMPED
 JA0181'SALTILLO 2 1954 AND SET IN THE TOP OF A CONCRETE POST.
 JA0181
 JA0181                          STATION RECOVERY (1967)
 JA0181
 JA0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0181'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JA0181'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS
 JA0181'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA0181'
 JA0181'THE AZIMUTH MARK IS 6 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES
 JA0181'WEST OF A METAL WITNESS POST.
 JA0181'
 JA0181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 JA0181'OF SALTILLO.
 JA0181
 JA0181                          STATION RECOVERY (1988)
 JA0181
 JA0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JA0181'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF BEDFORD,
 JA0181'24.1 KM (15.00 MI) NORTHEAST OF PAOLI, 2.4 KM (1.50 MI) WEST OF
 JA0181'CAMPBELLSBURG AND ON PRIVATE PROPERTY.  OWNERSHIP--JAMES WILLIAM
 JA0181'COLYER, RT 2, BOX 54, CAMPBELLSBURG, IN 47108, PHONE 812-755-4249.
 JA0181'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF STATE
 JA0181'HIGHWAY 60 AND SYCAMORE STREET IN CAMPBELLSBURG, GO WEST ON STATE
 JA0181'HIGWAY 60 FOR 2.41 KM (1.50 MI) TO A DRIVEWAY ON LEFT LEADING TO A
 JA0181'BRICK HOME AND THE STATION IN GRASS.
 JA0181'THE STATION MARK IS A STANDARD CGS TRIANGULATION STATION DISK
 JA0181'STAMPED---SALTILLO 2 1954---, SET IN THE TOP OF A SQUARE CONCRETE
 JA0181'MONUMENT THAT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  LOCATED
 JA0181'28.29 M (92.8 FT) EAST-SOUTHEAST FROM A UTILITY POLE, 20.73 M
 JA0181'(68.0 FT) WEST-SOUTHWEST FROM A UTILITY POLE, 16.46 M (54.0 FT) SOUTH
 JA0181'FROM CENTER OF STATE HIGHWAY 60, 14.48 M (47.5 FT) EAST FROM CENTER
 JA0181'OF DRIVEWAY.
 JA0181'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA0181'DESCRIBED BY D.A. BOWLING.
 JA0181
 JA0181                          STATION RECOVERY (2023)
 JA0181
 JA0181'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JA0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0180 ***********************************************************************
 JA0180  DESIGNATION -  SALTILLO AZ MK
 JA0180  PID         -  JA0180
 JA0180  STATE/COUNTY-  IN/WASHINGTON
 JA0180  COUNTRY     -  US
 JA0180  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0180
 JA0180                         *CURRENT SURVEY CONTROL
 JA0180  ______________________________________________________________________
 JA0180* NAD 83(1986) POSITION- 38 39 19.     (N) 086 17 21.     (W)   SCALED
 JA0180* NAVD 88 ORTHO HEIGHT -   245.880 (meters)      806.69  (feet) ADJUSTED
 JA0180  ______________________________________________________________________
 JA0180  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 JA0180  DYNAMIC HEIGHT  -        245.717 (meters)      806.16  (feet) COMP
 JA0180  MODELED GRAVITY -    979,958.2   (mgal)                       NAVD 88
 JA0180
 JA0180  VERT ORDER      -  FIRST     CLASS II
 JA0180
 JA0180.The horizontal coordinates were scaled from a map and have
 JA0180.an estimated accuracy of +/- 6 seconds.
 JA0180
 JA0180.The orthometric height was determined by differential leveling and
 JA0180.adjusted by the NATIONAL GEODETIC SURVEY
 JA0180.in June 1991.
 JA0180
 JA0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0180.GEOID18 height accuracy estimate available here.
 JA0180
 JA0180.Click photographs - Photos may exist for this station.
 JA0180
 JA0180.The dynamic height is computed by dividing the NAVD 88
 JA0180.geopotential number by the normal gravity value computed on the
 JA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0180.degrees latitude (g = 980.6199 gals.).
 JA0180
 JA0180.The modeled gravity was interpolated from observed gravity values.
 JA0180
 JA0180;                    North         East    Units  Estimated Accuracy
 JA0180;SPC IN E     -   378,410.       45,820.      MT  (+/- 180 meters Scaled)
 JA0180
 JA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH618787(NAD 83)
 JA0180
 JA0180                          SUPERSEDED SURVEY CONTROL
 JA0180
 JA0180  NGVD 29 (??/??/92)  245.988  (m)          807.05   (f) ADJ UNCH    1 2
 JA0180
 JA0180.Superseded values are not recommended for survey control.
 JA0180
 JA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0180.See file dsdata.pdf to determine how the superseded data were derived.
 JA0180
 JA0180_MARKER: DZ = AZIMUTH MARK DISK
 JA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0180_STAMPING: SALTILLO 1946
 JA0180_MARK LOGO: CGS
 JA0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0180+STABILITY: SURFACE MOTION
 JA0180
 JA0180  HISTORY     - Date     Condition        Report By
 JA0180  HISTORY     - 1946     MONUMENTED       CGS
 JA0180  HISTORY     - 1949     GOOD             CGS
 JA0180
 JA0180                          STATION DESCRIPTION
 JA0180
 JA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0180'2.3 MI W FROM CAMPBELLSBURG.
 JA0180'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0180'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0180'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 60, 250 FEET SOUTH OF
 JA0180'THE WEST END OF A 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 47.5
 JA0180'FEET NORTH OF A FENCE CORNER, 16 FEET WEST OF THE CENTER LINE
 JA0180'OF THE HIGHWAY, 6.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST
 JA0180'OF A FENCE LINE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JA0180'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JA0180'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0182 ***********************************************************************
 JA0182  DESIGNATION -  SALTILLO RM 1
 JA0182  PID         -  JA0182
 JA0182  STATE/COUNTY-  IN/WASHINGTON
 JA0182  COUNTRY     -  US
 JA0182  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0182
 JA0182                         *CURRENT SURVEY CONTROL
 JA0182  ______________________________________________________________________
 JA0182* NAD 83(1986) POSITION- 38 39 04.60   (N) 086 17 12.72   (W)   HD_HELD1
 JA0182* NAVD 88 ORTHO HEIGHT -   247.009 (meters)      810.40  (feet) ADJUSTED
 JA0182  ______________________________________________________________________
 JA0182  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 JA0182  DYNAMIC HEIGHT  -        246.845 (meters)      809.86  (feet) COMP
 JA0182  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA0182
 JA0182  VERT ORDER      -  FIRST     CLASS II
 JA0182
 JA0182.The horizontal coordinates were determined by differentially corrected
 JA0182.hand held GPS observations or other comparable positioning techniques
 JA0182.and have an estimated accuracy of +/- 3 meters.
 JA0182
 JA0182.The orthometric height was determined by differential leveling and
 JA0182.adjusted by the NATIONAL GEODETIC SURVEY
 JA0182.in June 1991.
 JA0182
 JA0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0182.GEOID18 height accuracy estimate available here.
 JA0182
 JA0182.Click photographs - Photos may exist for this station.
 JA0182
 JA0182.The dynamic height is computed by dividing the NAVD 88
 JA0182.geopotential number by the normal gravity value computed on the
 JA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0182.degrees latitude (g = 980.6199 gals.).
 JA0182
 JA0182.The modeled gravity was interpolated from observed gravity values.
 JA0182
 JA0182;                    North         East    Units  Estimated Accuracy
 JA0182;SPC IN E     -   377,967.7      46,013.1     MT  (+/- 3 meters HH1 GPS) 
 JA0182
 JA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6205378320(NAD 83)
 JA0182
 JA0182                          SUPERSEDED SURVEY CONTROL
 JA0182
 JA0182  NGVD 29 (??/??/92)  247.117  (m)          810.75   (f) ADJ UNCH    1 2
 JA0182
 JA0182.Superseded values are not recommended for survey control.
 JA0182
 JA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0182.See file dsdata.pdf to determine how the superseded data were derived.
 JA0182
 JA0182_MARKER: DR = REFERENCE MARK DISK
 JA0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0182_STAMPING: SALTILLO NO 1 1946
 JA0182_MARK LOGO: CGS
 JA0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0182+STABILITY: SURFACE MOTION
 JA0182
 JA0182  HISTORY     - Date     Condition        Report By
 JA0182  HISTORY     - 1946     MONUMENTED       CGS
 JA0182  HISTORY     - 1949     GOOD             CGS
 JA0182
 JA0182                          STATION DESCRIPTION
 JA0182
 JA0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0182'2.7 MI W FROM CAMPBELLSBURG.
 JA0182'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0182'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0182'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 60, AT THE ENTRANCE TO
 JA0182'A WHITE BUNGALOW FARM HOUSE, 107 FEET EAST AND ACROSS THE
 JA0182'ENTRANCE DRIVEWAY FROM RM NO 2, 89 FEET SOUTH-SOUTHEAST OF
 JA0182'SALTILLO STA, 57 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 1
 JA0182'FOOT WEST OF A FENCE LINE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 JA0182'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JA0182'CONCRETE POST PROJECTING 7 INCHES.  NOTE-- MARK IS ABOUT 0.15
 JA0182'MILE EAST OF A RIGHT ANGLE TURN IN THE HIGHWAY WITH TANGENTS
 JA0182'EXTENDING NORTH AND EAST.  IT IS ALSO 67.8 FEET SOUTHEAST OF
 JA0182'TRIANGULATION STATION SALTILLO 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0183 ***********************************************************************
 JA0183  DESIGNATION -  SALTILLO RM 2
 JA0183  PID         -  JA0183
 JA0183  STATE/COUNTY-  IN/WASHINGTON
 JA0183  COUNTRY     -  US
 JA0183  USGS QUAD   -  CAMPBELLSBURG (2019)
 JA0183
 JA0183                         *CURRENT SURVEY CONTROL
 JA0183  ______________________________________________________________________
 JA0183* NAD 83(1986) POSITION- 38 39 04.66   (N) 086 17 14.07   (W)   HD_HELD1
 JA0183* NAVD 88 ORTHO HEIGHT -   246.870 (meters)      809.94  (feet) ADJUSTED
 JA0183  ______________________________________________________________________
 JA0183  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 JA0183  DYNAMIC HEIGHT  -        246.706 (meters)      809.40  (feet) COMP
 JA0183  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA0183
 JA0183  VERT ORDER      -  FIRST     CLASS II
 JA0183
 JA0183.The horizontal coordinates were determined by differentially corrected
 JA0183.hand held GPS observations or other comparable positioning techniques
 JA0183.and have an estimated accuracy of +/- 3 meters.
 JA0183
 JA0183.The orthometric height was determined by differential leveling and
 JA0183.adjusted by the NATIONAL GEODETIC SURVEY
 JA0183.in June 1991.
 JA0183
 JA0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0183.GEOID18 height accuracy estimate available here.
 JA0183
 JA0183.Click photographs - Photos may exist for this station.
 JA0183
 JA0183.The dynamic height is computed by dividing the NAVD 88
 JA0183.geopotential number by the normal gravity value computed on the
 JA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0183.degrees latitude (g = 980.6199 gals.).
 JA0183
 JA0183.The modeled gravity was interpolated from observed gravity values.
 JA0183
 JA0183;                    North         East    Units  Estimated Accuracy
 JA0183;SPC IN E     -   377,969.7      45,980.5     MT  (+/- 3 meters HH1 GPS) 
 JA0183
 JA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6202178322(NAD 83)
 JA0183
 JA0183                          SUPERSEDED SURVEY CONTROL
 JA0183
 JA0183  NGVD 29 (??/??/92)  246.978  (m)          810.29   (f) ADJ UNCH    1 2
 JA0183
 JA0183.Superseded values are not recommended for survey control.
 JA0183
 JA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0183.See file dsdata.pdf to determine how the superseded data were derived.
 JA0183
 JA0183_MARKER: DR = REFERENCE MARK DISK
 JA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0183_STAMPING: SALTILLO NO 2 1946
 JA0183_MARK LOGO: CGS
 JA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0183+STABILITY: SURFACE MOTION
 JA0183
 JA0183  HISTORY     - Date     Condition        Report By
 JA0183  HISTORY     - 1946     MONUMENTED       CGS
 JA0183  HISTORY     - 1949     GOOD             CGS
 JA0183
 JA0183                          STATION DESCRIPTION
 JA0183
 JA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0183'2.7 MI W FROM CAMPBELLSBURG.
 JA0183'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0183'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0183'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 60, AT THE ENTRANCE TO
 JA0183'A WHITE BUNGALOW FARM HOUSE, 119 FEET SOUTHWEST AND ACROSS
 JA0183'DRIVEWAY FROM SALTILLO STA, 107 FEET WEST AND ACROSS DRIVEWAY
 JA0183'FROM RM NO 1, 48.5 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 JA0183'1 FOOT EAST OF A FENCE LINE, 1 FOOT SOUTH OF A WHITE WOODEN
 JA0183'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JA0183'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT
 JA0183'0.15 MILE EAST OF A RIGHT ANGLE TURN IN HIGHWAY WITH TANGENTS
 JA0183'EXTENDING NORTH AND EAST.  105.6 FEET SOUTHWEST OF TRI. STATION
 JA0183'SALTILLO 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2050 ***********************************************************************
 HZ2050  DESIGNATION -  SALUDA
 HZ2050  PID         -  HZ2050
 HZ2050  STATE/COUNTY-  IN/JEFFERSON
 HZ2050  COUNTRY     -  US
 HZ2050  USGS QUAD   -  MADISON WEST (2019)
 HZ2050
 HZ2050                         *CURRENT SURVEY CONTROL
 HZ2050  ______________________________________________________________________
 HZ2050* NAD 83(1997) POSITION- 38 39 55.71139(N) 085 29 50.37830(W)   ADJUSTED
 HZ2050* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 HZ2050  ______________________________________________________________________
 HZ2050  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 HZ2050  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 HZ2050  HORZ ORDER      -  THIRD
 HZ2050
 HZ2050.The horizontal coordinates were established by classical geodetic methods
 HZ2050.and adjusted by the National Geodetic Survey in May 1999.
 HZ2050
 HZ2050.The orthometric height was scaled from a topographic map.
 HZ2050
 HZ2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2050.GEOID18 height accuracy estimate available here.
 HZ2050
 HZ2050.Click photographs - Photos may exist for this station.
 HZ2050
 HZ2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2050
 HZ2050. The following values were computed from the NAD 83(1997) position.
 HZ2050
 HZ2050;                    North         East     Units Scale Factor Converg.
 HZ2050;SPC IN E     -   379,374.793   114,737.597   MT  0.99996934   +0 06 20.9
 HZ2050;SPC IN E     - 1,244,665.47    376,434.93   sFT  0.99996934   +0 06 20.9
 HZ2050;SPC KY1Z     - 1,258,866.044 1,521,990.785   MT  0.99999971   +0 09 18.5
 HZ2050;SPC KY1Z     - 4,130,129.68  4,993,398.10   sFT  0.99999971   +0 09 18.5
 HZ2050;SPC KY N     -   130,100.733   391,448.367   MT  0.99996804   -0 46 33.3
 HZ2050;SPC KY N     -   426,838.82  1,284,276.85   sFT  0.99996804   -0 46 33.3
 HZ2050;UTM  16      - 4,280,726.302   630,732.862   MT  0.99981047   +0 56 20.3
 HZ2050
 HZ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2050!SPC IN E     -   0.99996768  x   0.99996934  =   0.99993702
 HZ2050!SPC KY1Z     -   0.99996768  x   0.99999971  =   0.99996739
 HZ2050!SPC KY N     -   0.99996768  x   0.99996804  =   0.99993572
 HZ2050!UTM  16      -   0.99996768  x   0.99981047  =   0.99977815
 HZ2050
 HZ2050:                Primary Azimuth Mark                     Grid Az
 HZ2050:SPC IN E     -  CHELSEA                                  248 53 01.6
 HZ2050:SPC KY1Z     -  CHELSEA                                  248 50 04.0
 HZ2050:SPC KY N     -  CHELSEA                                  249 45 55.8
 HZ2050:UTM  16      -  CHELSEA                                  248 03 02.2
 HZ2050
 HZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3073280726(NAD 83)
 HZ2050
 HZ2050|---------------------------------------------------------------------|
 HZ2050| PID    Reference Object                     Distance      Geod. Az  |
 HZ2050|                                                           dddmmss.s |
 HZ2050| CG9870 SALUDA RM 1                          23.851 METERS 13415     |
 HZ2050| HZ2049 TT 16 T                              25.321 METERS 22612     |
 HZ2050| HZ1709 CHELSEA                             APPROX. 2.6 KM 2485922.5 |
 HZ2050| CG9869 SALUDA AZ MK                                       3582307.1 |
 HZ2050|---------------------------------------------------------------------|
 HZ2050
 HZ2050                          SUPERSEDED SURVEY CONTROL
 HZ2050
 HZ2050  NAD 83(1995)-  38 39 55.71148(N)    085 29 50.37667(W) AD(       ) 3
 HZ2050  NAD 83(1993)-  38 39 55.71153(N)    085 29 50.37690(W) AD(       ) 3
 HZ2050  NAD 83(1986)-  38 39 55.71323(N)    085 29 50.38338(W) AD(       ) 3
 HZ2050  NAD 27      -  38 39 55.49500(N)    085 29 50.52800(W) AD(       ) 3
 HZ2050
 HZ2050.Superseded values are not recommended for survey control.
 HZ2050
 HZ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2050.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2050
 HZ2050_MARKER: DS = TRIANGULATION STATION DISK
 HZ2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2050_STAMPING: SALUDA 1947
 HZ2050_MARK LOGO: CGS
 HZ2050_PROJECTION: RECESSED 30 CENTIMETERS
 HZ2050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HZ2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2050+STABILITY: SURFACE MOTION
 HZ2050
 HZ2050  HISTORY     - Date     Condition        Report By
 HZ2050  HISTORY     - 1947     MONUMENTED       CGS
 HZ2050  HISTORY     - 1963     GOOD             AEROS
 HZ2050  HISTORY     - 1979     GOOD             NGS
 HZ2050
 HZ2050                          STATION DESCRIPTION
 HZ2050
 HZ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2050'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE HANOVER-SALUDA
 HZ2050'TURNPIKE, ABOUT 7 MILES EAST OF LEXINGTON, 3-1/2 MILES
 HZ2050'SOUTH-SOUTHWEST OF HANOVER, AND 1 MILE NORTH OF THE HIGH SCHOOL IN
 HZ2050'SALUDA VIA THE TURNPIKE. THE STATION IS IN THE NORTHEAST ANGLE
 HZ2050'OF A CROSSROAD, 42 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 HZ2050'GRAVEL ROAD AND 36 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 HZ2050'THE TURNPIKE. THE MARK IS 12 INCHES UNDERGROUND, AND THE DISK IS
 HZ2050'STAMPED SALUDA 1947.
 HZ2050'
 HZ2050'REFERENCE MARK NO. 1 IS 78.25 FEET SOUTHEAST OF THE STATION AND 24
 HZ2050'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE TURNPIKE. THE
 HZ2050'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED SALUDA NO 1 1947.
 HZ2050'
 HZ2050'TT 16 T 1937 788 U.S.G.S. MARK WAS USED AS REFERENCE MARK NO. 2. IT
 HZ2050'IS 83.07 FEET SOUTHWEST OF THE STATION, 25 FEET WEST OF THE
 HZ2050'APPROXIMATE CENTERLINE OF THE TURNPIKE, 18 FEET SOUTH OF THE
 HZ2050'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 6 FEET SOUTH OF A
 HZ2050'FENCE CORNER. THE MARK IS A STANDARD U.S.G.S. 8 BY 8 CONCRETE POST
 HZ2050'AND BRONZE DISK. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ2050'IS STAMPED TT 16 T 1937 788.
 HZ2050'
 HZ2050'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION VIA THE
 HZ2050'GRAVEL ROAD. IT IS 16 FEET EAST OF THE APPROXIMATE
 HZ2050'CENTERLINE OF THE ROAD AND 1.8 FEET EAST OF A WITNESS POST. THE MARK
 HZ2050'PROJECTS 4 INCHES, AND THE DISK IS STAMPED SALUDA 1947.
 HZ2050'
 HZ2050'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2050
 HZ2050                          STATION RECOVERY (1963)
 HZ2050
 HZ2050'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2050'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 HZ2050'DESCRIBED.  AZIMUTH MARK WAS NOT VISIBLE BECAUSE OF TREES.
 HZ2050
 HZ2050                          STATION RECOVERY (1979)
 HZ2050
 HZ2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2050'STATION MARK, RM 1 AND USGS BM TT 16T WERE FOUND IN GOOD CONDITION.  A
 HZ2050'SEARCH FOR THE AZIMUTH MARK WAS MADE.  THE ANGLE PROJECTS IT IN A
 HZ2050'GROUP OF TREES.  NO OBJECT OR DISTANCE TO SET NEW AZIMUTH MARK AT
 HZ2050'THIS TIME.  A VERY LARGE TREE WOULD HAVE TO BE CUT TO TAKE A POLARIS
 HZ2050'OBSERVATION.  THE DISTANCES TO REFERENCE MARK AND USGS BM TT16T
 HZ2050'CHECKED.  THE ANGLE BETWEEN THE MARKS WAS GREATER BY 3 MINUTES AND
 HZ2050'7 SECONDS.
 HZ2050'
 HZ2050'STATION IS LOCATED ABOUT 4 MILES SW OF HANOVER, 1 MILE N OF SALUDA
 HZ2050'IN THE NE ANGLE OF CROSSROADS TO WHERE MAIN TRAVELED ROAD GOES SOUTH.
 HZ2050'
 HZ2050'TO REACH FROM THE POST OFFICE AT HANOVER, GO W ON MAIN STREET FOR
 HZ2050'0.3 MILE TO CROSS STREETS.  TURN LEFT, GO SOUTHERLY ON MAIN CROSS
 HZ2050'ROAD, FOR 4.15 MILES TO WHERE MAIN ROAD TURNS SOUTH AND GRAVEL ROAD
 HZ2050'STRAIGHT AHEAD AND STATION IN THE NE ANGLE.
 HZ2050'
 HZ2050'STATION MARKS ARE STANDARD DISKS, STAMPED---SALUDA 1947---.  IT IS
 HZ2050'66 FT SE OF AN 28 INCH HICKORY TREE, 42 FT E OF CENTER LINE OF PAVED
 HZ2050'ROAD, 34 FT N OF CENTER LINE OF ROAD, 24.5 FT NW OF W END OF METAL
 HZ2050'CULVERT AND 9 FT N OF POWER LINE POLE NUMBER 718 90 AND METAL WITNESS
 HZ2050'POST.
 HZ2050'
 HZ2050'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---SALUDA NO 1
 HZ2050'1947---.  IT IS 96 FT E OF CENTER LINE OF ROAD, 70 FT SE OF A POWER
 HZ2050'LINE POLE, 40 FT E OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND
 HZ2050'22 FT S OF THE CENTER LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 HZ2050'
 HZ2050'USGS BM TT 16T IS A STANDARD USGS DISK, STAMPED---TT 16T 1937
 HZ2050'788---.  IT IS 21 FT S OF CENTER LINE OF GRAVELED ROAD, 20 FT W OF
 HZ2050'CENTER LINE OF THE PAVED ROAD AND 2 FT W OF A CORNER FENCE POST.  THE
 HZ2050'MARK PROJECTS 12 INCHES.
 HZ2050'
 HZ2050'THE STATION MARK IS UNDERGROUND 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0556 ***********************************************************************
 HA0556  DESIGNATION -  SANDY
 HA0556  PID         -  HA0556
 HA0556  STATE/COUNTY-  IN/SPENCER
 HA0556  COUNTRY     -  US
 HA0556  USGS QUAD   -  LEWISPORT (2019)
 HA0556
 HA0556                         *CURRENT SURVEY CONTROL
 HA0556  ______________________________________________________________________
 HA0556* NAD 83(1997) POSITION- 37 56 12.80132(N) 086 58 13.24897(W)   ADJUSTED
 HA0556* NAVD 88 ORTHO HEIGHT -   117.229 (meters)      384.61  (feet) ADJUSTED
 HA0556  ______________________________________________________________________
 HA0556  GEOID HEIGHT    -        -31.376 (meters)                     GEOID18
 HA0556  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 HA0556  DYNAMIC HEIGHT  -        117.151 (meters)      384.35  (feet) COMP
 HA0556  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 HA0556
 HA0556  HORZ ORDER      -  SECOND
 HA0556  VERT ORDER      -  FIRST     CLASS II
 HA0556
 HA0556.The horizontal coordinates were established by classical geodetic methods
 HA0556.and adjusted by the National Geodetic Survey in May 1999.
 HA0556
 HA0556.The orthometric height was determined by differential leveling and
 HA0556.adjusted by the NATIONAL GEODETIC SURVEY
 HA0556.in June 1991.
 HA0556
 HA0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0556.GEOID18 height accuracy estimate available here.
 HA0556
 HA0556.Click photographs - Photos may exist for this station.
 HA0556
 HA0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0556
 HA0556.The dynamic height is computed by dividing the NAVD 88
 HA0556.geopotential number by the normal gravity value computed on the
 HA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0556.degrees latitude (g = 980.6199 gals.).
 HA0556
 HA0556.The modeled gravity was interpolated from observed gravity values.
 HA0556
 HA0556. The following values were computed from the NAD 83(1997) position.
 HA0556
 HA0556;                    North         East     Units Scale Factor Converg.
 HA0556;SPC IN W     -   298,495.248   909,932.042   MT  0.99996788   +0 04 10.1
 HA0556;SPC IN W     -   979,313.16  2,985,335.37   sFT  0.99996788   +0 04 10.1
 HA0556;SPC KY1Z     - 1,178,667.893 1,392,735.328   MT  0.99990550   -0 44 57.3
 HA0556;SPC KY1Z     - 3,867,012.91  4,569,332.49   sFT  0.99990550   -0 44 57.3
 HA0556;SPC KY S     -   678,652.921   392,725.046   MT  1.00000065   -0 44 24.3
 HA0556;SPC KY S     - 2,226,547.12  1,288,465.42   sFT  1.00000065   -0 44 24.3
 HA0556;UTM  16      - 4,198,813.204   502,605.689   MT  0.99960008   +0 01 05.6
 HA0556
 HA0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0556!SPC IN W     -   0.99998653  x   0.99996788  =   0.99995441
 HA0556!SPC KY1Z     -   0.99998653  x   0.99990550  =   0.99989203
 HA0556!SPC KY S     -   0.99998653  x   1.00000065  =   0.99998718
 HA0556!UTM  16      -   0.99998653  x   0.99960008  =   0.99958661
 HA0556
 HA0556:                Primary Azimuth Mark                     Grid Az
 HA0556:SPC IN W     -  SANDY AZ MK                              269 14 06.2
 HA0556:SPC KY1Z     -  SANDY AZ MK                              270 03 13.6
 HA0556:SPC KY S     -  SANDY AZ MK                              270 02 40.6
 HA0556:UTM  16      -  SANDY AZ MK                              269 17 10.7
 HA0556
 HA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0260598813(NAD 83)
 HA0556
 HA0556|---------------------------------------------------------------------|
 HA0556| PID    Reference Object                     Distance      Geod. Az  |
 HA0556|                                                           dddmmss.s |
 HA0556| CG9878 SANDY RM 1                           26.709 METERS 05945     |
 HA0556| HA1500 TROY ST PIUS CATH CH SPIRE          APPROX.16.0 KM 0660742.2 |
 HA0556| HA1509 LEWISPORT MUNICIPAL TANK            APPROX. 5.9 KM 0883325.4 |
 HA0556| CG9877 SANDY AZ MK                                        2691816.3 |
 HA0556| HA0555 SANDY RM 2                           43.556 METERS 27017     |
 HA0556|---------------------------------------------------------------------|
 HA0556
 HA0556                          SUPERSEDED SURVEY CONTROL
 HA0556
 HA0556  NAD 83(1993)-  37 56 12.80222(N)    086 58 13.24887(W) AD(       ) 2
 HA0556  NAD 83(1986)-  37 56 12.80903(N)    086 58 13.25237(W) AD(       ) 2
 HA0556  NAD 27      -  37 56 12.62200(N)    086 58 13.27500(W) AD(       ) 2
 HA0556  NGVD 29 (??/??/92)  117.337  (m)          384.96   (f) ADJ UNCH    1 2
 HA0556  NGVD 29             117.34   (m)          385.0    (f) LEVELING    3  
 HA0556
 HA0556.Superseded values are not recommended for survey control.
 HA0556
 HA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0556.See file dsdata.pdf to determine how the superseded data were derived.
 HA0556
 HA0556_MARKER: DS = TRIANGULATION STATION DISK
 HA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0556_STAMPING: SANDY 1946
 HA0556_MARK LOGO: CGS
 HA0556_PROJECTION: FLUSH
 HA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0556+STABILITY: SURFACE MOTION
 HA0556
 HA0556  HISTORY     - Date     Condition        Report By
 HA0556  HISTORY     - 1946     MONUMENTED       CGS
 HA0556  HISTORY     - 1950     GOOD             CGS
 HA0556  HISTORY     - 1965     POOR             CGS
 HA0556  HISTORY     - 1965     GOOD             CGS
 HA0556
 HA0556                          STATION DESCRIPTION
 HA0556
 HA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA0556'STATION IS LOCATED IN THE FORKS OF TWO ROADS ABOUT ONE MILE NE OF
 HA0556'GRANDVIEW AND 1/2 MILE N OF THE OHIO RIVER.  IT IS 421.6
 HA0556'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TWO ROADS, 71 FEET
 HA0556'EAST OF THE NORTH-SOUTH ROAD, 100 FEET SOUTH OF A 30 INCH BEECH
 HA0556'TREE AND 8 FEET NORTHEAST OF A STANDARD WHITE POST.  THE MARK IS
 HA0556'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SANDY 1946.
 HA0556'
 HA0556'REFERENCE MARK NO. 1 IS 87.63 FEET NORTHEAST OF THE STATION.  IT IS
 HA0556'81 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH- SOUTH ROAD AND
 HA0556'12.5 FEET SOUTH OF A 30 INCH BEECH TREE.  THE MARK IS FLUSH WITH THE
 HA0556'GROUND AND THE DISK IS STAMPED SANDY NO 1 1946.
 HA0556'
 HA0556'REFERENCE MARK NO. 2 IS 142.90 FEET WEST OF THE STATION OF THE WEST
 HA0556'SIDE OF THE ROAD.  IT IS ONE FOOT NORTH OF A TELEPHONE POLE
 HA0556'AND 19 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK IS
 HA0556'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SANDY NO 2 1946.
 HA0556'
 HA0556'AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION.  IT IS 2.5 FEET
 HA0556'EAST OF A TELEPHONE POLE, 19 FEET NORTH OF THE APPROXIMATE
 HA0556'CENTER OF THE ROAD AND 3 FEET EAST OF A STANDARD WITNESS POST.  THE
 HA0556'MARK IS FLUSH AND THE DISK IS STAMPED SANDY 1946.
 HA0556'
 HA0556'TO REACH THE STATION FROM THE POST OFFICE IN GRANDVIEW GO NORTH ON
 HA0556'STATE HIGHWAY 66 FOR 0.3 MILE TO A CROSS ROAD, JUST BEFORE REACHING
 HA0556'CURVE, TURN RIGHT AND GO 0.15 MILE TO A CROSS ROAD, CONTINUE STRAIGHT
 HA0556'AHEAD, CROSSING BRIDGE AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 HA0556'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK
 HA0556'AND GO 0.05 MILE TO A LARGE BEECH TREE AND STATION ON THE RIGHT.
 HA0556'
 HA0556'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 HA0556
 HA0556                          STATION RECOVERY (1950)
 HA0556
 HA0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA0556'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA0556'CONDITION.  THIS STATION WAS USED AS A LIGHT STAND AND NO
 HA0556'OBSERVATIONS TAKEN AT THIS TIME.
 HA0556
 HA0556                          STATION RECOVERY (1965)
 HA0556
 HA0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HA0556'THE STATION MARK, STAMPED SANDY 1946, IS ABOUT 0.3 MILE NORTH
 HA0556'ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT GRANDVIEW, THENCE
 HA0556'0.15 MILE EAST ALONG AN ASPHALT STREET, THENCE 0.3 MILE EAST ALONG
 HA0556'A GRAVELED ROAD TO A Y-FORK JUNCTION, THENCE 416 FEET NORTHEAST OF
 HA0556'THE CENTER OF THE JUNCTION TO A SMALL RISE, IN SECTION 4, T 6 S,
 HA0556'R 5 W, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 142.9
 HA0556'FEET EAST AND ACROSS THE ROAD FROM SANDY R.M. 2, 92 FEET SOUTHWEST
 HA0556'OF A SMALL GROWTH OF BUSHES, ABOUT LEVEL WITH THE ROAD, SET IN
 HA0556'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HA0556'
 HA0556'R.M. 1 WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 HA0556'
 HA0556'R.M. 2, STAMPED SANDY NO 2 1946, IS 142.9 FEET WEST AND ACROSS THE
 HA0556'ROAD FROM SANDY 1946, 19 FEET NORTHWEST OF THE CENTER LINE OF A
 HA0556'GRAVELED ROAD, 1 FOOT NORTHEAST OF A TELEPHONE POLE, ABOUT 1-1/2
 HA0556'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 HA0556'PROJECTING 6 INCHES.  NOTE--THIS MARK IS LEANING TO THE
 HA0556'NORTHWEST.
 HA0556
 HA0556                          STATION RECOVERY (1965)
 HA0556
 HA0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA0556'0.8 MI NE FROM GRANDVIEW.
 HA0556'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0556'AT GRANDVIEW, THENCE 0.15 MILE EAST ALONG AN ASPHALT STREET,
 HA0556'THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A Y-FORKED JUNCTION,
 HA0556'THENCE 416 FEET NORTHEAST OF THE CENTER OF THE JUNCTION TO A SMALL
 HA0556'RISE, IN SECTION 4, T 6 S, R 5 W, 72 FEET SOUTHEAST OF THE CENTER
 HA0556'LINE OF THE ROAD, 142.9 FEET EAST AND ACROSS THE ROAD FROM SANDY
 HA0556'R.M. 2, 92 FEET SOUTHWEST OF A SMALL GROWTH OF BUSHES, ABOUT LEVEL
 HA0556'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0555 ***********************************************************************
 HA0555  DESIGNATION -  SANDY RM 2
 HA0555  PID         -  HA0555
 HA0555  STATE/COUNTY-  IN/SPENCER
 HA0555  COUNTRY     -  US
 HA0555  USGS QUAD   -  LEWISPORT (2019)
 HA0555
 HA0555                         *CURRENT SURVEY CONTROL
 HA0555  ______________________________________________________________________
 HA0555* NAD 83(1986) POSITION- 37 56 12.81   (N) 086 58 15.03   (W)   HD_HELD1
 HA0555* NAVD 88 ORTHO HEIGHT -   117.448 (meters)      385.33  (feet) ADJUSTED
 HA0555  ______________________________________________________________________
 HA0555  GEOID HEIGHT    -        -31.375 (meters)                     GEOID18
 HA0555  DYNAMIC HEIGHT  -        117.368 (meters)      385.06  (feet) COMP
 HA0555  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 HA0555
 HA0555  VERT ORDER      -  FIRST     CLASS II
 HA0555
 HA0555.The horizontal coordinates were determined by differentially corrected
 HA0555.hand held GPS observations or other comparable positioning techniques
 HA0555.and have an estimated accuracy of +/- 3 meters.
 HA0555
 HA0555.The orthometric height was determined by differential leveling and
 HA0555.adjusted by the NATIONAL GEODETIC SURVEY
 HA0555.in June 1991.
 HA0555
 HA0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0555.GEOID18 height accuracy estimate available here.
 HA0555
 HA0555.Click photographs - Photos may exist for this station.
 HA0555
 HA0555.The dynamic height is computed by dividing the NAVD 88
 HA0555.geopotential number by the normal gravity value computed on the
 HA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0555.degrees latitude (g = 980.6199 gals.).
 HA0555
 HA0555.The modeled gravity was interpolated from observed gravity values.
 HA0555
 HA0555;                    North         East    Units  Estimated Accuracy
 HA0555;SPC IN W     -   298,495.5     909,888.6     MT  (+/- 3 meters HH1 GPS) 
 HA0555
 HA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0256298813(NAD 83)
 HA0555
 HA0555                          SUPERSEDED SURVEY CONTROL
 HA0555
 HA0555  NGVD 29 (??/??/92)  117.555  (m)          385.68   (f) ADJ UNCH    1 2
 HA0555
 HA0555.Superseded values are not recommended for survey control.
 HA0555
 HA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0555.See file dsdata.pdf to determine how the superseded data were derived.
 HA0555
 HA0555_MARKER: DR = REFERENCE MARK DISK
 HA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0555_STAMPING: SANDY NO 2 1946
 HA0555_MARK LOGO: CGS
 HA0555_PROJECTION: FLUSH
 HA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0555+STABILITY: SURFACE MOTION
 HA0555
 HA0555  HISTORY     - Date     Condition        Report By
 HA0555  HISTORY     - 1946     MONUMENTED       CGS
 HA0555  HISTORY     - 1965     GOOD             CGS
 HA0555
 HA0555                          STATION DESCRIPTION
 HA0555
 HA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0555'0.8 MI NE FROM GRANDVIEW.
 HA0555'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0555'AT GRANDVIEW, THENCE 0.15 MILE EAST ALONG AN ASPHALT STREET,
 HA0555'THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A Y-FORKED JUNCTION,
 HA0555'THENCE 306 FEET NORTHEAST OF THE CENTER OF THE JUNCTION TO A SMALL
 HA0555'RISE, IN SECTION 4, T 6 S, R 5 W, 142.9 FEET WEST AND ACROSS THE
 HA0555'ROAD FROM SANDY 1946, 19 FEET NORTHWEST OF THE CENTER LINE OF A
 HA0555'GRAVELED ROAD, 1 FOOT NORTHEAST OF A TELEPHONE POLE, ABOUT 1 1/2
 HA0555'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 HA0555'POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS LEANING TO THE
 HA0555'NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1841 ***********************************************************************
 JA1841  DESIGNATION -  SANTA 2
 JA1841  PID         -  JA1841
 JA1841  STATE/COUNTY-  IN/SPENCER
 JA1841  COUNTRY     -  US
 JA1841  USGS QUAD   -  SANTA CLAUS (2019)
 JA1841
 JA1841                         *CURRENT SURVEY CONTROL
 JA1841  ______________________________________________________________________
 JA1841* NAD 83(1997) POSITION- 38 07 05.15902(N) 086 55 11.96373(W)   NO CHECK
 JA1841* NAVD 88 ORTHO HEIGHT -   158.10  (+/-2cm)      518.7   (feet) VERTCON3
 JA1841  ______________________________________________________________________
 JA1841  GEOID HEIGHT    -        -31.928 (meters)                     GEOID18
 JA1841  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 JA1841  HORZ ORDER      -  THIRD
 JA1841  VERT ORDER      -  THIRD ? (See Below)
 JA1841
 JA1841.The horizontal coordinates were established by classical geodetic methods
 JA1841.and adjusted by the National Geodetic Survey in May 1999.
 JA1841
 JA1841.No horizontal observational check was made to the station.
 JA1841
 JA1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1841
 JA1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1841.GEOID18 height accuracy estimate available here.
 JA1841
 JA1841.The vertical order pertains to the NGVD 29 superseded value.
 JA1841
 JA1841.Click photographs - Photos may exist for this station.
 JA1841
 JA1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1841
 JA1841. The following values were computed from the NAD 83(1997) position.
 JA1841
 JA1841;                    North         East     Units Scale Factor Converg.
 JA1841;SPC IN W     -   318,614.979   914,323.342   MT  0.99996919   +0 06 03.0
 JA1841;SPC IN W     - 1,045,322.64  2,999,742.50   sFT  0.99996919   +0 06 03.0
 JA1841;UTM  16      - 4,218,921.585   507,013.391   MT  0.99960061   +0 02 57.8
 JA1841
 JA1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1841!SPC IN W     -   0.99998020  x   0.99996919  =   0.99994939
 JA1841!UTM  16      -   0.99998020  x   0.99960061  =   0.99958082
 JA1841
 JA1841:                Primary Azimuth Mark                     Grid Az
 JA1841:SPC IN W     -  SANTA AZ MK                              321 29 24.5
 JA1841:UTM  16      -  SANTA AZ MK                              321 32 29.7
 JA1841
 JA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0701318921(NAD 83)
 JA1841
 JA1841|---------------------------------------------------------------------|
 JA1841| PID    Reference Object                     Distance      Geod. Az  |
 JA1841|                                                           dddmmss.s |
 JA1841| JA1842 SANTA                                33.959 METERS 03107     |
 JA1841| CG9881 SANTA RM 1                           55.611 METERS 04906     |
 JA1841| CG9883 SANTA 2 RM 3                         34.802 METERS 15149     |
 JA1841| CG9884 SANTA 2 RM 4                         40.758 METERS 27634     |
 JA1841| CG9879 SANTA AZ MK                                        3213527.5 |
 JA1841|---------------------------------------------------------------------|
 JA1841
 JA1841                          SUPERSEDED SURVEY CONTROL
 JA1841
 JA1841  NAD 83(1993)-  38 07 05.16118(N)    086 55 11.96478(W) AD(       ) 3
 JA1841  NAD 83(1986)-  38 07 05.16667(N)    086 55 11.96707(W) AD(       ) 3
 JA1841  NAD 27      -  38 07 04.97200(N)    086 55 11.99800(W) AD(       ) 3
 JA1841  NGVD 29             158.20   (m)          519.0    (f) LEVELING    3  
 JA1841
 JA1841.Superseded values are not recommended for survey control.
 JA1841
 JA1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1841.See file dsdata.pdf to determine how the superseded data were derived.
 JA1841
 JA1841_MARKER: DS = TRIANGULATION STATION DISK
 JA1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1841_STAMPING: SANTA 2 1952
 JA1841_MARK LOGO: CGS
 JA1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1841+STABILITY: SURFACE MOTION
 JA1841
 JA1841  HISTORY     - Date     Condition        Report By
 JA1841  HISTORY     - 1952     MONUMENTED       CGS
 JA1841
 JA1841                          STATION DESCRIPTION
 JA1841
 JA1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 JA1841'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DALE AND 0.5 MILE
 JA1841'NORTHWEST OF SANTA CLAUS, IN THE SOUTHWEST ANGLE OF THE T INTERSECTION
 JA1841'OF STATE HIGHWAYS 245 AND 162 AND A GRAVEL ROAD SOUTH, ON PROPERTY OF
 JA1841'MR ALBERT HANNING.  IT IS 48 FEET SOUTHWEST OF THE ROAD INTERSECTION,
 JA1841'18 FEET SOUTHEAST OF A TELEPHONE POLE AND 14 FEET SOUTH OF A WHITE
 JA1841'WITNESS POST.  THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE
 JA1841'GROUND AND THE DISK IS STAMPED SANTA 2 1952.
 JA1841'
 JA1841'REFERENCE MARK NO 3 IS 23 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 JA1841'14 FEET NORTHEAST OF A 12 INCH CATALPA TREE, 13 FEET SOUTHWEST OF A 6
 JA1841'INCH SASSAFRAS TREE AND 6 FEET NORTHWEST OF A FENCE CORNER.  THE MARK
 JA1841'IS A 4 INCH IRON PIPE FILLED WITH CONCRETE WITH A REFERENCE MARK DISK
 JA1841'IN THE TOP.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 JA1841'SANTA 2 NO 3 1952.
 JA1841'
 JA1841'REFERENCE MARK NO 4 IS 26 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 162
 JA1841'AND 1 FOOT SOUTH OF A FENCE LINE AND TELEPHONE POLE NO 9595.  THE MARK
 JA1841'IS A 4 INCH IRON PIPE FILLED WITH CONCRETE WITH A REFERENCE MARK DISK
 JA1841'IN THE TOP.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 JA1841'SANTA 2 NO 4 1952.
 JA1841'
 JA1841'AZIMUTH MARK IS 44 FEET SOUTHEAST OF A POWER LINE POLE, 24 FEET
 JA1841'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 245 AND 3 FEET SOUTH OF A
 JA1841'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JA1841'STAMPED SANTA 1946.
 JA1841'
 JA1841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY
 JA1841'245 FOR 0.3 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 JA1841'
 JA1841'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8277 ***********************************************************************
 AJ8277  PACS        -  This is a Primary Airport Control Station.
 AJ8277  DESIGNATION -  SBN A
 AJ8277  PID         -  AJ8277
 AJ8277  STATE/COUNTY-  IN/ST JOSEPH
 AJ8277  COUNTRY     -  US
 AJ8277  USGS QUAD   -  SOUTH BEND WEST (2019)
 AJ8277
 AJ8277                         *CURRENT SURVEY CONTROL
 AJ8277  ______________________________________________________________________
 AJ8277* NAD 83(2011) POSITION- 41 42 09.30097(N) 086 18 16.23620(W)   ADJUSTED
 AJ8277* NAD 83(2011) ELLIP HT-   199.267 (meters)        (06/27/12)   ADJUSTED
 AJ8277* NAD 83(2011) EPOCH   -  2010.00
 AJ8277* NAVD 88 ORTHO HEIGHT -   233.06  (meters)      764.6   (feet) GPS OBS
 AJ8277  ______________________________________________________________________
 AJ8277  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8277  GEOID HEIGHT    -        -33.739 (meters)                     GEOID99
 AJ8277  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 AJ8277  NAD 83(2011) X  -    307,392.090 (meters)                     COMP
 AJ8277  NAD 83(2011) Y  - -4,759,271.496 (meters)                     COMP
 AJ8277  NAD 83(2011) Z  -  4,221,129.979 (meters)                     COMP
 AJ8277  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 AJ8277
 AJ8277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8277  Standards:
 AJ8277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8277  -------------------------------------------------------------------
 AJ8277  NETWORK    0.56   1.27           0.26   0.19   0.65      0.09520514
 AJ8277  -------------------------------------------------------------------
 AJ8277  Click here for local accuracies and other accuracy information.
 AJ8277
 AJ8277.This mark is at Michiana Regional Trans Center Airport (SBN)
 AJ8277
 AJ8277.The horizontal coordinates were established by GPS observations
 AJ8277.and adjusted by the National Geodetic Survey in June 2012.
 AJ8277
 AJ8277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8277.been affixed to the stable North American tectonic plate. See 
 AJ8277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8277
 AJ8277.The horizontal coordinates are valid at the epoch date displayed above
 AJ8277.which is a decimal equivalence of Year/Month/Day.
 AJ8277
 AJ8277.The orthometric height was determined by GPS observations and a
 AJ8277.high-resolution geoid model.
 AJ8277
 AJ8277.GPS derived orthometric heights for airport stations designated as
 AJ8277.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8277.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8277.not indicate centimeter accuracy relative to other marks which are
 AJ8277.part of the published vertical control network.
 AJ8277
 AJ8277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8277.GEOID18 height accuracy estimate available here.
 AJ8277
 AJ8277.Click photographs - Photos may exist for this station.
 AJ8277
 AJ8277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8277
 AJ8277.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8277
 AJ8277.The ellipsoidal height was determined by GPS observations
 AJ8277.and is referenced to NAD 83.
 AJ8277
 AJ8277. The following values were computed from the NAD 83(2011) position.
 AJ8277
 AJ8277;                    North         East     Units Scale Factor Converg.
 AJ8277;SPC IN E     -   716,781.622    46,910.467   MT  1.00000134   -0 25 27.6
 AJ8277;SPC IN E     - 2,351,641.04    153,905.42   sFT  1.00000134   -0 25 27.6
 AJ8277;UTM  16      - 4,616,988.933   557,866.421   MT  0.99964121   +0 27 45.7
 AJ8277
 AJ8277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8277!SPC IN E     -   0.99996875  x   1.00000134  =   0.99997009
 AJ8277!UTM  16      -   0.99996875  x   0.99964121  =   0.99960997
 AJ8277
 AJ8277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5786616988(NAD 83)
 AJ8277
 AJ8277                          SUPERSEDED SURVEY CONTROL
 AJ8277
 AJ8277  NAD 83(2007)-  41 42 09.30114(N)    086 18 16.23734(W) AD(2002.00) 0
 AJ8277  ELLIP H (02/10/07)  199.291  (m)                       GP(2002.00)    
 AJ8277  NAD 83(1997)-  41 42 09.30111(N)    086 18 16.23738(W) AD(       ) B
 AJ8277  ELLIP H (11/27/02)  199.298  (m)                       GP(       ) 4 1
 AJ8277  NAD 83(1997)-  41 42 09.30103(N)    086 18 16.23746(W) AD(       ) B
 AJ8277  ELLIP H (03/18/02)  199.300  (m)                       GP(       ) 4 1
 AJ8277
 AJ8277.Superseded values are not recommended for survey control.
 AJ8277
 AJ8277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8277.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8277
 AJ8277_MARKER: I = METAL ROD
 AJ8277_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8277_STAMPING: SBN A 2001
 AJ8277_MARK LOGO: NGS
 AJ8277_PROJECTION: FLUSH
 AJ8277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8277+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 AJ8277_ROD/PIPE-DEPTH: 10.9 meters
 AJ8277_SLEEVE-DEPTH  : 1 meters
 AJ8277
 AJ8277  HISTORY     - Date     Condition        Report By
 AJ8277  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8277  HISTORY     - 20041028 GOOD             NGS
 AJ8277  HISTORY     - 20060912 GOOD             CMT
 AJ8277
 AJ8277                          STATION DESCRIPTION
 AJ8277
 AJ8277'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8277'THE STATION IS LOCATED APPROXIMATELY 3.5 MI NORTHWEST OF SOUTH
 AJ8277'BEND, 1.8 MI SOUTHEAST OF THE JUNCTION OF US ROUTE 31 AND
 AJ8277'INTERSTATE 80, AND IS AT THE MICHIANA REGIONAL AIRPORT. OWNERSHIP--
 AJ8277'MICHIANA REGIONAL AIRPORT, AIRPORT MANAGER JOHN SCHALLIOL,
 AJ8277'OPERATIONS MANAGER MARCI GREENBERGER. THIS STATION IS IN THE
 AJ8277'AIRPORT RESTRICTED AREA AND IS NOT INTENDED FOR USE BY
 AJ8277'NON-AIRPORT PERSONNEL.
 AJ8277'
 AJ8277'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 (EXIT
 AJ8277'72) AND US ROUTE 31, PROCEED SOUTH 1.6 MI ALONG US ROUTE 31 TO THE
 AJ8277'EXIT FOR US ROUTE 20 AND LINCOLN WAY.  PROCEED SOUTHWEST 0.05 MI
 AJ8277'ALONG THE OFFRAMP TO THE JUNCTION OF LINCOLN WAY. TURN LEFT AND
 AJ8277'PROCEED SOUTHEAST 0.3 MI ALONG LINCOLN WAY TO THE AIRPORT
 AJ8277'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH 0.12 MI
 AJ8277'ALONG THE ENTRANCE ROAD TO A PARKING LOT ON THE RIGHT BEFORE THE
 AJ8277'TERMINAL AND A GATE ON THE NORTH SIDE OF THE PARKING LOT. PROCEED
 AJ8277'NORTH THROUGH THE GATE AND THEN EAST 0.35 MI ALONG THE
 AJ8277'APRON, THE CARGO RAMP, AND A PERIMETER ROAD TO THE STATION ON
 AJ8277'THE LEFT.
 AJ8277'
 AJ8277'THE STATION IS LOCATED 41.25 M ON AN AZIMUTH OF 350 DEGREES FROM
 AJ8277'THE CENTERLINE OF THE PERIMETER ROAD AND THE CENTERLINE OF A
 AJ8277'GATE, 46.69 M ON AN AZIMUTH OF 150 DEGREES FROM THE SOUTH EDGE OF
 AJ8277'A SIGN --CARGO--, 44.05 M ON AN AZIMUTH OF 88 DEGREES FROM THE
 AJ8277'CENTERLINE OF THE PERIMETER ROAD AND THE EDGE OF PAVEMENT OF
 AJ8277'THE CARGO RAMP, 22.11 M ON AN AZIMUTH OF O DEGREES FROM A
 AJ8277'REFLECTOR ON A LARGE BOULDER, AND 19.79 M ON AN AZIMUTH OF 320
 AJ8277'DEGREES FROM THE EAST END OF A CULVERT UNDER THE PERIMETER
 AJ8277'ROAD. THE STATION IS A PUNCHMARK SET IN THE TOP OF A STAINLESS
 AJ8277'STEEL ROD DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF 10.9 M,
 AJ8277'ENCASED IN A 1 M FINNED SLEEVE FILLED WITH NON-TOXIC GREASE,
 AJ8277'RECESSED 6 CM BENEATH THE LID OF A STANDARD NGS LOGO CAP
 AJ8277'STAMPED-- SBN A 2001-- ENCASED IN A 0.12 M DIAMETER PVC PIPE
 AJ8277'SURROUNDED BY A 0.3 M DIAMETER CONCRETE COLLAR WHICH IS FLUSH
 AJ8277'WITH THE GROUND. A 1 M CONCRETE PAD HAS BEEN POURED AROUND THE
 AJ8277'MONUMENT. THIS
 AJ8277'STATION DOES NOT MEET THE STABILITY REQUIREMENTS FOR A CLASS A MARK.
 AJ8277'THIS STATION IS
 AJ8277'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8277
 AJ8277                          STATION RECOVERY (2004)
 AJ8277
 AJ8277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AJ8277'RECOVERED AS DESCRIBED.
 AJ8277
 AJ8277                          STATION RECOVERY (2006)
 AJ8277
 AJ8277'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 AJ8277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8285 ***********************************************************************
 AJ8285  SACS        -  This is a Secondary Airport Control Station.
 AJ8285  DESIGNATION -  SBN B
 AJ8285  PID         -  AJ8285
 AJ8285  STATE/COUNTY-  IN/ST JOSEPH
 AJ8285  COUNTRY     -  US
 AJ8285  USGS QUAD   -  SOUTH BEND WEST (2019)
 AJ8285
 AJ8285                         *CURRENT SURVEY CONTROL
 AJ8285  ______________________________________________________________________
 AJ8285* NAD 83(2011) POSITION- 41 42 19.19159(N) 086 19 29.63437(W)   ADJUSTED
 AJ8285* NAD 83(2011) ELLIP HT-   204.290 (meters)        (06/27/12)   ADJUSTED
 AJ8285* NAD 83(2011) EPOCH   -  2010.00
 AJ8285* NAVD 88 ORTHO HEIGHT -   238.08  (meters)      781.1   (feet) GPS OBS
 AJ8285  ______________________________________________________________________
 AJ8285  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8285  GEOID HEIGHT    -        -33.741 (meters)                     GEOID99
 AJ8285  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 AJ8285  NAD 83(2011) X  -    305,685.738 (meters)                     COMP
 AJ8285  NAD 83(2011) Y  - -4,759,181.724 (meters)                     COMP
 AJ8285  NAD 83(2011) Z  -  4,221,361.148 (meters)                     COMP
 AJ8285  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 AJ8285
 AJ8285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8285  Standards:
 AJ8285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8285  -------------------------------------------------------------------
 AJ8285  NETWORK    0.66   1.31           0.30   0.23   0.67      0.12912946
 AJ8285  -------------------------------------------------------------------
 AJ8285  Click here for local accuracies and other accuracy information.
 AJ8285
 AJ8285.This mark is at Michiana Regional Trans Center Airport (SBN)
 AJ8285
 AJ8285.The horizontal coordinates were established by GPS observations
 AJ8285.and adjusted by the National Geodetic Survey in June 2012.
 AJ8285
 AJ8285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8285.been affixed to the stable North American tectonic plate. See 
 AJ8285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8285
 AJ8285.The horizontal coordinates are valid at the epoch date displayed above
 AJ8285.which is a decimal equivalence of Year/Month/Day.
 AJ8285
 AJ8285.The orthometric height was determined by GPS observations and a
 AJ8285.high-resolution geoid model.
 AJ8285
 AJ8285.GPS derived orthometric heights for airport stations designated as
 AJ8285.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8285.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8285.not indicate centimeter accuracy relative to other marks which are
 AJ8285.part of the published vertical control network.
 AJ8285
 AJ8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8285.GEOID18 height accuracy estimate available here.
 AJ8285
 AJ8285.Click photographs - Photos may exist for this station.
 AJ8285
 AJ8285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8285
 AJ8285.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8285
 AJ8285.The ellipsoidal height was determined by GPS observations
 AJ8285.and is referenced to NAD 83.
 AJ8285
 AJ8285. The following values were computed from the NAD 83(2011) position.
 AJ8285
 AJ8285;                    North         East     Units Scale Factor Converg.
 AJ8285;SPC IN E     -   717,099.530    45,215.808   MT  1.00000359   -0 26 16.6
 AJ8285;SPC IN E     - 2,352,684.04    148,345.53   sFT  1.00000359   -0 26 16.6
 AJ8285;UTM  16      - 4,617,280.462   556,167.658   MT  0.99963882   +0 26 57.0
 AJ8285
 AJ8285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8285!SPC IN E     -   0.99996796  x   1.00000359  =   0.99997155
 AJ8285!UTM  16      -   0.99996796  x   0.99963882  =   0.99960679
 AJ8285
 AJ8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5616717280(NAD 83)
 AJ8285
 AJ8285                          SUPERSEDED SURVEY CONTROL
 AJ8285
 AJ8285  NAD 83(2007)-  41 42 19.19176(N)    086 19 29.63552(W) AD(2002.00) 0
 AJ8285  ELLIP H (02/10/07)  204.314  (m)                       GP(2002.00)    
 AJ8285  NAD 83(1997)-  41 42 19.19173(N)    086 19 29.63545(W) AD(       ) 1
 AJ8285  ELLIP H (11/27/02)  204.322  (m)                       GP(       ) 4 1
 AJ8285  NAD 83(1997)-  41 42 19.19164(N)    086 19 29.63553(W) AD(       ) 1
 AJ8285  ELLIP H (03/18/02)  204.323  (m)                       GP(       ) 4 1
 AJ8285
 AJ8285.Superseded values are not recommended for survey control.
 AJ8285
 AJ8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8285.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8285
 AJ8285_MARKER: DD = SURVEY DISK
 AJ8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8285_STAMPING: SBN B
 AJ8285_MARK LOGO: NGS
 AJ8285_PROJECTION: FLUSH
 AJ8285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8285+STABILITY: SURFACE MOTION
 AJ8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8285+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 AJ8285
 AJ8285  HISTORY     - Date     Condition        Report By
 AJ8285  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8285  HISTORY     - 20041028 GOOD             NGS
 AJ8285  HISTORY     - 20060912 GOOD             CMT
 AJ8285
 AJ8285                          STATION DESCRIPTION
 AJ8285
 AJ8285'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8285'THE STATION IS LOCATED APPROXIMATELY 3.5 MI NORTHWEST OF SOUTH
 AJ8285'BEND, 1.8 MI SOUTHEAST OF THE JUNCTION OF US ROUTE 31 AND
 AJ8285'INTERSTATE 80, AND IS AT THE MICHIANA REGIONAL AIRPORT. OWNERSHIP--
 AJ8285'MICHIANA REGIONAL AIRPORT, AIRPORT MANAGER JOHN SCHALLIOL,
 AJ8285'OPERATIONS MANAGER MARCI GREENBERGER. THIS STATION IS IN THE
 AJ8285'AIRPORT RESTRICTED AREA AND IS NOT INTENDED FOR USE BY
 AJ8285'NON-AIRPORT PERSONNEL.
 AJ8285'
 AJ8285'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 (EXIT
 AJ8285'72) AND US ROUTE 31, PROCEED SOUTH 1.6 MI ALONG US ROUTE 31 TO THE
 AJ8285'EXIT FOR US ROUTE 20 AND LINCOLN WAY.  PROCEED SOUTHWEST 0.05 MI
 AJ8285'ALONG THE OFFRAMP TO THE JUNCTION OF LINCOLN WAY. TURN LEFT AND
 AJ8285'PROCEED SOUTHEAST 0.3 MI ALONG LINCOLN WAY TO THE AIRPORT
 AJ8285'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH 0.12 MI
 AJ8285'ALONG THE ENTRANCE ROAD TO A PARKING LOT ON THE RIGHT BEFORE THE
 AJ8285'TERMINAL AND A GATE ON THE NORTH SIDE OF THE PARKING LOT. PROCEED
 AJ8285'NORTH 0.05 MI THROUGH THE GATE AND ACROSS THE APRON TO THE
 AJ8285'JUNCTION OF TAXIWAY B2. PROCEED NORTH 0.15 MI ALONG TAXIWAY B2 AND
 AJ8285'ACROSS RUNWAY 9R-27L TO THE JUNCTION OF TAXIWAY A2 ON THE LEFT.
 AJ8285'TURN LEFT AND PROCEED NORTHWEST 0.15 MI ALONG TAXIWAY A2 TO THE
 AJ8285'JUNCTION OF TAXIWAY A. TURN LEFT AND PROCEED WEST 0.55 MI ALONG
 AJ8285'TAXIWAY A TO THE  STATION ON THE LEFT, BETWEEN THE JUNCTION OF
 AJ8285'TAXIWAY A3 AND THE ACCESS ROAD TO THE GLIDE SLOPE SHACK. THE
 AJ8285'STATION HAS BEEN SET ONLINE WITH A PAIR OF TAXIWAY LIGHTS FOR
 AJ8285'TAXIWAY A3.
 AJ8285'
 AJ8285'THE STATION IS LOCATED 48.58 M ON AN AZIMUTH OF 30 DEGREES FROM
 AJ8285'THE NORTHEAST CORNER OF THE NORTHERLY PAPPI LIGHT, 48.65 M ON AN
 AJ8285'AZIMUTH OF 100 DEGREES FROM THE SOUTHEAST CORNER OF THE GLIDE
 AJ8285'SLOPE SHACK, 78.33 M ON AN AZIMUTH OF 270 DEGREES FROM THE EDGE OF
 AJ8285'TAXIWAY A3 BY THE TAXIWAY LIGHTS, AND 21.69 M ON AN AZIMUTH OF 180
 AJ8285'DEGREES FROM THE EDGE OF PAVEMENT OF TAXIWAY N. THE
 AJ8285'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- SBN C
 AJ8285'2001-- SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE MONUMENT 1.3 M IN
 AJ8285'DEPTH, SET FLUSH WITH THE GROUND WITH AN IRON ROD IMBEDDED IN
 AJ8285'THE MONUMENT. A 1 M CONCRETE PAD HAS BEEN POURED AROUND THE MONUMENT.
 AJ8285'THIS STATION
 AJ8285'IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8285'CONTROL STATION.
 AJ8285
 AJ8285                          STATION RECOVERY (2004)
 AJ8285
 AJ8285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AJ8285'RECOVERED AS DESCRIBED.
 AJ8285
 AJ8285                          STATION RECOVERY (2006)
 AJ8285
 AJ8285'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 AJ8285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AJ8278 ***********************************************************************
 AJ8278  SACS        -  This is a Secondary Airport Control Station.
 AJ8278  DESIGNATION -  SBN C
 AJ8278  PID         -  AJ8278
 AJ8278  STATE/COUNTY-  IN/ST JOSEPH
 AJ8278  COUNTRY     -  US
 AJ8278  USGS QUAD   -  SOUTH BEND WEST (2019)
 AJ8278
 AJ8278                         *CURRENT SURVEY CONTROL
 AJ8278  ______________________________________________________________________
 AJ8278* NAD 83(2011) POSITION- 41 43 01.81119(N) 086 19 05.02148(W)   ADJUSTED
 AJ8278* NAD 83(2011) ELLIP HT-   207.693 (meters)        (06/27/12)   ADJUSTED
 AJ8278* NAD 83(2011) EPOCH   -  2010.00
 AJ8278* NAVD 88 ORTHO HEIGHT -   241.48  (meters)      792.3   (feet) GPS OBS
 AJ8278  ______________________________________________________________________
 AJ8278  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8278  GEOID HEIGHT    -        -33.728 (meters)                     GEOID99
 AJ8278  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 AJ8278  NAD 83(2011) X  -    306,197.609 (meters)                     COMP
 AJ8278  NAD 83(2011) Y  - -4,758,274.619 (meters)                     COMP
 AJ8278  NAD 83(2011) Z  -  4,222,345.031 (meters)                     COMP
 AJ8278  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 AJ8278
 AJ8278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8278  Standards:
 AJ8278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8278  -------------------------------------------------------------------
 AJ8278  NETWORK    0.70   1.45           0.32   0.24   0.74      0.12219869
 AJ8278  -------------------------------------------------------------------
 AJ8278  Click here for local accuracies and other accuracy information.
 AJ8278
 AJ8278.This mark is at Michiana Regional Trans Center Airport (SBN)
 AJ8278
 AJ8278.The horizontal coordinates were established by GPS observations
 AJ8278.and adjusted by the National Geodetic Survey in June 2012.
 AJ8278
 AJ8278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8278.been affixed to the stable North American tectonic plate. See 
 AJ8278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8278
 AJ8278.The horizontal coordinates are valid at the epoch date displayed above
 AJ8278.which is a decimal equivalence of Year/Month/Day.
 AJ8278
 AJ8278.The orthometric height was determined by GPS observations and a
 AJ8278.high-resolution geoid model.
 AJ8278
 AJ8278.GPS derived orthometric heights for airport stations designated as
 AJ8278.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8278.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8278.not indicate centimeter accuracy relative to other marks which are
 AJ8278.part of the published vertical control network.
 AJ8278
 AJ8278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8278.GEOID18 height accuracy estimate available here.
 AJ8278
 AJ8278.Click photographs - Photos may exist for this station.
 AJ8278
 AJ8278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8278
 AJ8278.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8278
 AJ8278.The ellipsoidal height was determined by GPS observations
 AJ8278.and is referenced to NAD 83.
 AJ8278
 AJ8278. The following values were computed from the NAD 83(2011) position.
 AJ8278
 AJ8278;                    North         East     Units Scale Factor Converg.
 AJ8278;SPC IN E     -   718,410.075    45,794.789   MT  1.00000281   -0 26 00.5
 AJ8278;SPC IN E     - 2,356,983.72    150,245.07   sFT  1.00000281   -0 26 00.5
 AJ8278;UTM  16      - 4,618,599.334   556,726.075   MT  0.99963960   +0 27 13.7
 AJ8278
 AJ8278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8278!SPC IN E     -   0.99996743  x   1.00000281  =   0.99997023
 AJ8278!UTM  16      -   0.99996743  x   0.99963960  =   0.99960704
 AJ8278
 AJ8278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5672618599(NAD 83)
 AJ8278
 AJ8278                          SUPERSEDED SURVEY CONTROL
 AJ8278
 AJ8278  NAD 83(2007)-  41 43 01.81136(N)    086 19 05.02263(W) AD(2002.00) 0
 AJ8278  ELLIP H (02/10/07)  207.717  (m)                       GP(2002.00)    
 AJ8278  ELLIP H (06/15/04)  207.726  (m)                       GP(       ) 4 1
 AJ8278  NAD 83(1997)-  41 43 01.81130(N)    086 19 05.02263(W) AD(       ) 1
 AJ8278  ELLIP H (11/27/02)  207.733  (m)                       GP(       ) 4 1
 AJ8278  NAD 83(1997)-  41 43 01.81122(N)    086 19 05.02271(W) AD(       ) 1
 AJ8278  ELLIP H (03/18/02)  207.734  (m)                       GP(       ) 4 1
 AJ8278
 AJ8278.Superseded values are not recommended for survey control.
 AJ8278
 AJ8278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8278.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8278
 AJ8278_MARKER: DD = SURVEY DISK
 AJ8278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8278_STAMPING: SBN C
 AJ8278_MARK LOGO: NGS
 AJ8278_PROJECTION: FLUSH
 AJ8278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8278+STABILITY: SURFACE MOTION
 AJ8278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8278+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 AJ8278
 AJ8278  HISTORY     - Date     Condition        Report By
 AJ8278  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8278  HISTORY     - 20041028 GOOD             NGS
 AJ8278  HISTORY     - 20060912 GOOD             CMT
 AJ8278
 AJ8278                          STATION DESCRIPTION
 AJ8278
 AJ8278'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8278'THE STATION IS LOCATED APPROXIMATELY 3.5 MI NORTHWEST OF SOUTH
 AJ8278'BEND, 1.8 MI SOUTHEAST OF THE JUNCTION OF US ROUTE 31 AND
 AJ8278'INTERSTATE 80, AND IS AT THE MICHIANA REGIONAL AIRPORT. OWNERSHIP--
 AJ8278'MICHIANA REGIONAL AIRPORT, AIRPORT MANAGER JOHN SCHALLIOL,
 AJ8278'OPERATIONS MANAGER MARCI GREENBERGER. THIS STATION IS IN THE
 AJ8278'AIRPORT RESTRICTED AREA AND IS NOT INTENDED FOR USE BY
 AJ8278'NON-AIRPORT PERSONNEL.
 AJ8278'
 AJ8278'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 (EXIT
 AJ8278'72) AND US ROUTE 31, PROCEED SOUTH 1.6 MI ALONG US ROUTE 31 TO THE
 AJ8278'EXIT FOR US ROUTE 20 AND LINCOLN WAY.  PROCEED SOUTHWEST 0.05 MI
 AJ8278'ALONG THE OFFRAMP TO THE JUNCTION OF LINCOLN WAY. TURN LEFT AND
 AJ8278'PROCEED SOUTHEAST 0.3 MI ALONG LINCOLN WAY TO THE AIRPORT
 AJ8278'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH 0.12 MI
 AJ8278'ALONG THE ENTRANCE ROAD TO A PARKING LOT ON THE RIGHT BEFORE THE
 AJ8278'TERMINAL AND A GATE ON THE NORTH SIDE OF THE PARKING LOT. PROCEED
 AJ8278'NORTH 0.05 MI THROUGH THE GATE AND ACROSS THE APRON TO THE
 AJ8278'JUNCTION OF TAXIWAY B2. PROCEED NORTH 0.15 MI ALONG TAXIWAY B2 AND
 AJ8278'ACROSS RUNWAY 9R-27L TO THE JUNCTION OF TAXIWAY A2 ON THE LEFT.
 AJ8278'TURN LEFT AND PROCEED NORTHWEST 0.15 MI ALONG TAXIWAY A2 TO THE
 AJ8278'JUNCTION OF TAXIWAY A. TURN LEFT AND PROCEED WEST 0.05 MI ALONG
 AJ8278'TAXIWAY A TO THE  JUNCTION OF TAXIWAY N. TURN RIGHT AND PROCEED
 AJ8278'NORTH 0.85 MI ALONG TAXIWAY N TO THE STATION ON THE LEFT SET
 AJ8278'ONLINE WITH A PAIR OF RUNWAY LIGHTS FOR RUNWAY 18-36.
 AJ8278'
 AJ8278'THE STATION IS LOCATED 81.25 M ON AN AZIMUTH OF 90 FROM THE EDGE
 AJ8278'OF PAVEMENT OF RUNWAY 18-36 BY THE RUNWAY LIGHT, 153.78 M ON AN
 AJ8278'AZIMUTH OF 180 DEGREES FROM THE EDGE OF PAVEMENT OF TAXIWAY N1,
 AJ8278'AND 71.83 M ON AN AZIMUTH OF 270 DEGREES FROM THE EDGE OF
 AJ8278'PAVEMENT OF TAXIWAY N. THE STATION IS A STANDARD NGS HORIZONTAL
 AJ8278'CONTROL DISK STAMPED-- SBN C 2001-- SET IN THE TOP OF A 0.3 M DIAMETER
 AJ8278'CONCRETE MONUMENT 1.3 M IN DEPTH, SET FLUSH WITH THE GROUND
 AJ8278'WITH AN IRON ROD IMBEDDED IN THE MONUMENT. A 1 M CONCRETE PAD HAS BEEN
 AJ8278'POURED AROUND
 AJ8278'THE MONUMENT. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8278'CONTROL STATION.
 AJ8278
 AJ8278                          STATION RECOVERY (2004)
 AJ8278
 AJ8278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AJ8278'RECOVERED AS DECRIBED.
 AJ8278
 AJ8278                          STATION RECOVERY (2006)
 AJ8278
 AJ8278'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 AJ8278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8502 ***********************************************************************
 AE8502  CBN         -  This is a Cooperative Base Network Control Station.
 AE8502  DESIGNATION -  SC 13
 AE8502  PID         -  AE8502
 AE8502  STATE/COUNTY-  IN/BROWN
 AE8502  COUNTRY     -  US
 AE8502  USGS QUAD   -  NASHVILLE (2019)
 AE8502
 AE8502                         *CURRENT SURVEY CONTROL
 AE8502  ______________________________________________________________________
 AE8502* NAD 83(2011) POSITION- 39 10 09.72540(N) 086 14 14.85535(W)   ADJUSTED
 AE8502* NAD 83(2011) ELLIP HT-   272.170 (meters)        (06/27/12)   ADJUSTED
 AE8502* NAD 83(2011) EPOCH   -  2010.00
 AE8502* NAVD 88 ORTHO HEIGHT -   305.5   (meters)     1002.    (feet) GPS OBS
 AE8502  ______________________________________________________________________
 AE8502  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8502  GEOID HEIGHT    -        -33.231 (meters)                     GEOID96
 AE8502  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 AE8502  NAD 83(2011) X  -    324,937.050 (meters)                     COMP
 AE8502  NAD 83(2011) Y  - -4,941,010.870 (meters)                     COMP
 AE8502  NAD 83(2011) Z  -  4,007,083.909 (meters)                     COMP
 AE8502  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 AE8502
 AE8502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8502  Standards:
 AE8502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8502  -------------------------------------------------------------------
 AE8502  NETWORK    0.82   1.84           0.39   0.25   0.94     -0.01440499
 AE8502  -------------------------------------------------------------------
 AE8502  Click here for local accuracies and other accuracy information.
 AE8502
 AE8502.The horizontal coordinates were established by GPS observations
 AE8502.and adjusted by the National Geodetic Survey in June 2012.
 AE8502
 AE8502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8502.been affixed to the stable North American tectonic plate. See 
 AE8502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8502
 AE8502.The horizontal coordinates are valid at the epoch date displayed above
 AE8502.which is a decimal equivalence of Year/Month/Day.
 AE8502
 AE8502.The orthometric height was determined by GPS observations and a
 AE8502.high-resolution geoid model.
 AE8502
 AE8502.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8502.GEOID18 height accuracy estimate available here.
 AE8502
 AE8502.Click photographs - Photos may exist for this station.
 AE8502
 AE8502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8502
 AE8502.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8502
 AE8502.The ellipsoidal height was determined by GPS observations
 AE8502.and is referenced to NAD 83.
 AE8502
 AE8502. The following values were computed from the NAD 83(2011) position.
 AE8502
 AE8502;                    North         East     Units Scale Factor Converg.
 AE8502;SPC IN E     -   435,453.618    50,673.817   MT  0.99999661   -0 21 37.9
 AE8502;SPC IN E     - 1,428,650.75    166,252.35   sFT  0.99999661   -0 21 37.9
 AE8502;UTM  16      - 4,335,848.697   565,872.382   MT  0.99965343   +0 28 53.9
 AE8502
 AE8502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8502!SPC IN E     -   0.99995730  x   0.99999661  =   0.99995391
 AE8502!UTM  16      -   0.99995730  x   0.99965343  =   0.99961074
 AE8502
 AE8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6587235848(NAD 83)
 AE8502
 AE8502                          SUPERSEDED SURVEY CONTROL
 AE8502
 AE8502  NAD 83(2007)-  39 10 09.72549(N)    086 14 14.85623(W) AD(2002.00) 0
 AE8502  ELLIP H (02/10/07)  272.193  (m)                       GP(2002.00)    
 AE8502  NAD 83(1997)-  39 10 09.72562(N)    086 14 14.85633(W) AD(       ) B
 AE8502  ELLIP H (04/10/98)  272.195  (m)                       GP(       ) 4 1
 AE8502
 AE8502.Superseded values are not recommended for survey control.
 AE8502
 AE8502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8502.See file dsdata.pdf to determine how the superseded data were derived.
 AE8502
 AE8502_MARKER: DB = BENCH MARK DISK
 AE8502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8502_STAMPING: SC 13 1942
 AE8502_MARK LOGO: USGS
 AE8502_PROJECTION: PROJECTING 13 CENTIMETERS
 AE8502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8502+STABILITY: SURFACE MOTION
 AE8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8502+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2023
 AE8502
 AE8502  HISTORY     - Date     Condition        Report By
 AE8502  HISTORY     - 1942     MONUMENTED       USGS
 AE8502  HISTORY     - 19970818 GOOD             SEC
 AE8502  HISTORY     - 20080110 GOOD             INDNR
 AE8502  HISTORY     - 20120626 GOOD             GEOCAC
 AE8502  HISTORY     - 20210430 GOOD             PRIVTE
 AE8502  HISTORY     - 20230626 GOOD             INDOT
 AE8502
 AE8502                          STATION DESCRIPTION
 AE8502
 AE8502'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8502'ABOUT 2 MILES (3.2 KM) SOUTH OF NASHVILLE, IN BROWN COUNTY STATE PARK,
 AE8502'AT HESITATION POINT.  TO REACH STATION FROM THE INTERSECTION OF STATE
 AE8502'ROAD 46 AND STATE ROAD 135 ON THE SOUTH SIDE OF NASHVILLE, TAKE STATE
 AE8502'ROAD 46 WEST FOR 2.3 MILES (3.7 KM) TO THE WEST ENTRANCE OF BROWN
 AE8502'COUNTY STATE PARK, TURN LEFT, WEST INTO PARK AND GO 2.3 MILES (3.7 KM)
 AE8502'TO THE STATION ON LEFT, AT NORTHWEST CORNER OF PARKING LOT FOR
 AE8502'HESITATION POINT.  STATION IS SET IN THE TOP OF SQUARE CONCRETE
 AE8502'MONUMENT PROJECTING 25 CM ABOVE GROUND.  THE NORTHWEST CORNER OF A 2
 AE8502'FOOT (0.6 M) LIMESTONE WALL BEARS AZIMUTH 140 DEGREES 0.555 METERS
 AE8502'(1.821 FT), EASTERNMOST POST OF HESITATION POINT INFORMATION SIGN
 AE8502'BEARS AZIMUTH 192 DEGREES 1.80 METERS (5.91 FT), THE SOUTH END OF 2
 AE8502'FOOT (0.6 M) LIMESTONE WALL BEARS AZIMUTH 160 DEGREES 3.20 METERS
 AE8502'(10.50 FT).  THE STATION IS 24.8 METERS (81.4 FT) NORTH OF THE
 AE8502'CENTERLINE OF ASPHALT ROAD.  OWNERSHIP--ON THE PROPERTY OF THE STATE
 AE8502'OF INDIANA, UNDER CONTROL OF THE DEPARTMENT OF NATURAL RESOURCES.
 AE8502
 AE8502                          STATION RECOVERY (2008)
 AE8502
 AE8502'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RDN)
 AE8502'RECOVERED IN GOOD CONDITION.
 AE8502
 AE8502                          STATION RECOVERY (2012)
 AE8502
 AE8502'RECOVERY NOTE BY GEOCACHING 2012 (BPS)
 AE8502'RECOVERED IN GOOD CONDITION.
 AE8502
 AE8502                          STATION RECOVERY (2021)
 AE8502
 AE8502'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2021 (MJD)
 AE8502'RECOVERED IN GOOD CONDITION.
 AE8502
 AE8502                          STATION RECOVERY (2023)
 AE8502
 AE8502'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 AE8502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1991 ***********************************************************************
 JA1991  DESIGNATION -  SCALES
 JA1991  PID         -  JA1991
 JA1991  STATE/COUNTY-  IN/WARRICK
 JA1991  COUNTRY     -  US
 JA1991  USGS QUAD   -  FOLSOMVILLE (2019)
 JA1991
 JA1991                         *CURRENT SURVEY CONTROL
 JA1991  ______________________________________________________________________
 JA1991* NAD 83(1997) POSITION- 38 12 09.22201(N) 087 12 08.15426(W)   ADJUSTED
 JA1991* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 JA1991  ______________________________________________________________________
 JA1991  GEOID HEIGHT    -        -31.668 (meters)                     GEOID18
 JA1991  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JA1991  HORZ ORDER      -  THIRD
 JA1991
 JA1991.The horizontal coordinates were established by classical geodetic methods
 JA1991.and adjusted by the National Geodetic Survey in May 1999.
 JA1991
 JA1991.The orthometric height was scaled from a topographic map.
 JA1991
 JA1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1991.GEOID18 height accuracy estimate available here.
 JA1991
 JA1991.Click photographs - Photos may exist for this station.
 JA1991
 JA1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1991
 JA1991. The following values were computed from the NAD 83(1997) position.
 JA1991
 JA1991;                    North         East     Units Scale Factor Converg.
 JA1991;SPC IN W     -   327,983.984   889,583.077   MT  0.99996800   -0 04 24.8
 JA1991;SPC IN W     - 1,076,060.79  2,918,573.81   sFT  0.99996800   -0 04 24.8
 JA1991;UTM  16      - 4,228,309.378   482,290.616   MT  0.99960386   -0 07 30.3
 JA1991
 JA1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1991!SPC IN W     -   0.99997768  x   0.99996800  =   0.99994568
 JA1991!UTM  16      -   0.99997768  x   0.99960386  =   0.99958155
 JA1991
 JA1991:                Primary Azimuth Mark                     Grid Az
 JA1991:SPC IN W     -  BOON                                     214 23 02.2
 JA1991:UTM  16      -  BOON                                     214 26 07.7
 JA1991
 JA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8229028309(NAD 83)
 JA1991
 JA1991|---------------------------------------------------------------------|
 JA1991| PID    Reference Object                     Distance      Geod. Az  |
 JA1991|                                                           dddmmss.s |
 JA1991| CG9886 SCALES RM 1                          28.905 METERS 07411     |
 JA1991| JA2001 BOON                                APPROX.12.2 KM 2141837.4 |
 JA1991| CG9887 SCALES RM 2                          23.342 METERS 22514     |
 JA1991| CG9885 SCALES AZ MK                                       2724915.2 |
 JA1991|---------------------------------------------------------------------|
 JA1991
 JA1991                          SUPERSEDED SURVEY CONTROL
 JA1991
 JA1991  NAD 83(1993)-  38 12 09.22602(N)    087 12 08.15394(W) AD(       ) 3
 JA1991  NAD 83(1986)-  38 12 09.23038(N)    087 12 08.15650(W) AD(       ) 3
 JA1991  NAD 27      -  38 12 09.05000(N)    087 12 08.14500(W) AD(       ) 3
 JA1991
 JA1991.Superseded values are not recommended for survey control.
 JA1991
 JA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1991.See file dsdata.pdf to determine how the superseded data were derived.
 JA1991
 JA1991_MARKER: DS = TRIANGULATION STATION DISK
 JA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1991_STAMPING: SCALES 1946
 JA1991_MARK LOGO: CGS
 JA1991_PROJECTION: PROJECTING 13 CENTIMETERS
 JA1991_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1991+STABILITY: SURFACE MOTION
 JA1991
 JA1991  HISTORY     - Date     Condition        Report By
 JA1991  HISTORY     - 1946     MONUMENTED       CGS
 JA1991  HISTORY     - 1979     GOOD             NGS
 JA1991  HISTORY     - 20100817 MARK NOT FOUND   GEOCAC
 JA1991
 JA1991                          STATION DESCRIPTION
 JA1991
 JA1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1991'THE STATION IS LOCATED 5.2 MILES EAST ON STATE HIGHWAY 68 FROM THE
 JA1991'JUNCTION OF STATE HIGHWAYS 61 AND 68 IN LYNNVILLE, ABOUT 100 FEET
 JA1991'SOUTH OF THE CENTERLINE OF THE OF THE HIGHWAY, 30 FEET SOUTH OF THE
 JA1991'EDGE OF THE HIGHWAY CUT, 28 FEET SOUTHEAST OF A 24-INCH DEAD HICKORY
 JA1991'TREE AND 7 FEET SOUTH OF A STANDARD WITNESS POST.  THE MARK PROJECTS 5
 JA1991'INCHES AND THE DISK IS STAMPED SCALES 1946.
 JA1991'
 JA1991'REFERENCE MARK NO 1 IS 94.86 FEET EAST OF THE STATION, ABOUT 50 FEET
 JA1991'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF THE EDGE OF
 JA1991'THE HIGHWAY CUT AND 10 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF
 JA1991'WAY MARKER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCALED
 JA1991'NO 1 1946.
 JA1991'
 JA1991'REFERENCE MARK NO 2 IS 76.52 FEET SOUTHWEST OF THE STATION IN A
 JA1991'CLEARING IN A SMALL CLUSTER OF SASSAFRAS TREES.  THE MARK PROJECTS 6
 JA1991'INCHES AND THE DISK IS STAMPED SCALES NO 2 1946.
 JA1991'
 JA1991'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 39 FEET NORTH OF THE
 JA1991'CENTERLINE OF THE HIGHWAY, 4.5 FEET EAST OF A WITNESS POST AND 2 FEET
 JA1991'SOUTH OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1991'STAMPED SCALES 1946.
 JA1991'
 JA1991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 68 IN
 JA1991'LYNNVILLE, GO EAST ON HIGHWAY 68 FOR 4.9 MILES TO THE AZIMUTH MARK ON
 JA1991'THE LEFT, CONTINUE EAST ON 68 FOR 0.25 MILE TO A DIM TRACK ROAD ON THE
 JA1991'RIGHT, FOLLOW TRACK ROAD EASTERLY 0.05 MILE TO THE TOP OF THE HIGHWAY
 JA1991'CUT AND THE STATION.
 JA1991'
 JA1991'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1991
 JA1991                          STATION RECOVERY (1979)
 JA1991
 JA1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1991'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 JA1991'WAS FOUND UPROOTED, THE DISK WAS NOT FOUND.  DUE TO TREES ON THE HILL
 JA1991'THERE WAS NO PLACE TO SET NEW AZIMUTH MARK THAT WOULD SEE AT GROUND
 JA1991'LEVEL.  THE ANGLE BETWEEN THE MARKS WAS SMALLER BY 2 MINUTES AND 14
 JA1991'SECONDS.  RM 1 WAS SHORTER BY 0.03 FT.  RM 2 LONGER BY 0.06 FT.
 JA1991'
 JA1991'THE 1946 TO REACH ARE ADEQUATE.  THE DESCRIPTION ADEQUATE WITH THE
 JA1991'ADDITION OF A METAL WITNESS POST 2 FT N OF THE STATION, 55.0 FT E OF A
 JA1991'FENCE LINE, 87.6 FT NW OF POWER LINE POLE WITH TRANSFORMER, 66.5 FT W
 JA1991'OF A GUY ANCHOR TO ANTENNA.
 JA1991'
 JA1991'RM 1 IS 28 FT E OF THE GUY WIRE ANCHOR AND 9 FT NW OF THE CENTER LINE
 JA1991'OF GRAVELED ROAD.
 JA1991'
 JA1991'RM 2 IS IN AN NORTH, SOUTH FENCE LINE.
 JA1991
 JA1991                          STATION RECOVERY (2010)
 JA1991
 JA1991'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA1991'THE STATION DISK IS MISSING FROM THE CONCRETE SETTING.  REFERENCE MARK
 JA1991'NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ9507 ***********************************************************************
 DQ9507  DESIGNATION -  SCHEPERS
 DQ9507  PID         -  DQ9507
 DQ9507  STATE/COUNTY-  IN/MADISON
 DQ9507  COUNTRY     -  US
 DQ9507  USGS QUAD   -  ALEXANDRIA (2019)
 DQ9507
 DQ9507                         *CURRENT SURVEY CONTROL
 DQ9507  ______________________________________________________________________
 DQ9507* NAD 83(1986) POSITION- 40 20 16.16   (N) 085 38 38.67   (W)   HD_HELD1
 DQ9507* NAVD 88 ORTHO HEIGHT -   269.470 (meters)      884.09  (feet) ADJUSTED
 DQ9507  ______________________________________________________________________
 DQ9507  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 DQ9507  DYNAMIC HEIGHT  -        269.331 (meters)      883.63  (feet) COMP
 DQ9507  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 DQ9507
 DQ9507  VERT ORDER      -  SECOND    CLASS II
 DQ9507
 DQ9507.The horizontal coordinates were determined by differentially corrected
 DQ9507.hand held GPS observations or other comparable positioning techniques
 DQ9507.and have an estimated accuracy of +/- 3 meters.
 DQ9507
 DQ9507.The orthometric height was determined by differential leveling and
 DQ9507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9507.in October 2018.
 DQ9507
 DQ9507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9507.GEOID18 height accuracy estimate available here.
 DQ9507
 DQ9507.Click photographs - Photos may exist for this station.
 DQ9507
 DQ9507.The dynamic height is computed by dividing the NAVD 88
 DQ9507.geopotential number by the normal gravity value computed on the
 DQ9507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9507.degrees latitude (g = 980.6199 gals.).
 DQ9507
 DQ9507.The modeled gravity was interpolated from observed gravity values.
 DQ9507
 DQ9507;                    North         East    Units  Estimated Accuracy
 DQ9507;SPC IN E     -   565,027.7     101,919.6     MT  (+/- 3 meters HH1 GPS) 
 DQ9507
 DQ9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1517066135(NAD 83)
 DQ9507
 DQ9507                          SUPERSEDED SURVEY CONTROL
 DQ9507
 DQ9507.No superseded survey control is available for this station.
 DQ9507
 DQ9507_MARKER: S = SPIKE
 DQ9507_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ9507+WITH SETTING: PAVEMENT
 DQ9507_SP_SET: RAILROAD POLE BASE
 DQ9507_STAMPING: SURVEY MARK MAG SPIKE
 DQ9507_MARK LOGO: NONE
 DQ9507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9507+STABILITY: SURFACE MOTION
 DQ9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9507+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DQ9507
 DQ9507  HISTORY     - Date     Condition        Report By
 DQ9507  HISTORY     - 20180918 MONUMENTED       INDOT
 DQ9507
 DQ9507                          STATION DESCRIPTION
 DQ9507
 DQ9507'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DQ9507'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF GASTON, 5.5 MI
 DQ9507'(8.8 KM) SOUTH OF FAIRMOUNT AND 5.3 MI (8.5 KM) NORTH-NORTHEAST OF
 DQ9507'ALEXANDRIA IN THE TOWN OF SUMMITVILLE.
 DQ9507'
 DQ9507'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST MILL STREET,
 DQ9507'TRAVEL EAST ALONG EAST MILL STREET 238 FT (72.5 M) TO THE WESTERN
 DQ9507'ENTRANCE OF THE SUMMITVILLE-VAN BUREN TOWNSHIP FIRE DEPARTMENT ON THE
 DQ9507'RIGHT (SOUTH).  TURN RIGHT (SOUTH) AND TRAVEL 140 FT (42.7 M) TO THE
 DQ9507'MONUMENT ON THE RIGHT (WEST), STATION IS A 6 INCH (15 CM) LONG MAG
 DQ9507'SPIKE EPOXIED INTO A DRILL HOLE IN 2 FT (0.6 M) DIAMETER CONCRETE
 DQ9507'FOUNDATION OF A RAILROAD POLE.
 DQ9507'
 DQ9507'THE MARK IS LOCATED 21.73 FT (6.6 M) NORTH-NORTHWEST OF THE SOUTHWEST
 DQ9507'CORNER OF A RAILROAD CONTROL CABINET LOCATED ON THE EAST SIDE OF THE
 DQ9507'TRACKS, 27.32 FT (8.3 M) EAST OF THE CENTER OF THE NORTHEAST BOLT OF A
 DQ9507'RAILROAD SIGNAL POLE LOCATED ON THE WEST SIDE OF THE TRACKS AND 32.64
 DQ9507'FT (9.9 M) SOUTHEAST OF THE NORTHEAST CORNER OF A RAILROAD CONTROL
 DQ9507'CABINET LOCATED WEST OF THE TRACKS.
 DQ9507'
 DQ9507'NOTE-OWNERSHIP--RAILROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7594 ***********************************************************************
 DR7594  DESIGNATION -  SCHEPERS J 377
 DR7594  PID         -  DR7594
 DR7594  STATE/COUNTY-  IN/STEUBEN
 DR7594  COUNTRY     -  US
 DR7594  USGS QUAD   -  ANGOLA EAST (2019)
 DR7594
 DR7594                         *CURRENT SURVEY CONTROL
 DR7594  ______________________________________________________________________
 DR7594* NAD 83(2011) POSITION- 41 37 50.89970(N) 084 59 09.88248(W)   ADJUSTED
 DR7594* NAD 83(2011) ELLIP HT-   279.827 (meters)        (09/21/23)   ADJUSTED
 DR7594* NAD 83(2011) EPOCH   -  2010.00
 DR7594* NAVD 88 ORTHO HEIGHT -   313.142 (meters)     1027.37  (feet) ADJUSTED
 DR7594  ______________________________________________________________________
 DR7594  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 DR7594  NAD 83(2011) X  -    417,284.984 (meters)                     COMP
 DR7594  NAD 83(2011) Y  - -4,756,278.493 (meters)                     COMP
 DR7594  NAD 83(2011) Z  -  4,215,227.904 (meters)                     COMP
 DR7594  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DR7594  DYNAMIC HEIGHT  -        313.024 (meters)     1026.98  (feet) COMP
 DR7594  MODELED GRAVITY -    980,235.7   (mgal)                       NAVD 88
 DR7594
 DR7594  VERT ORDER      -  SECOND    CLASS I
 DR7594
 DR7594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7594  Standards:
 DR7594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7594  -------------------------------------------------------------------
 DR7594  NETWORK    0.46   0.82           0.20   0.17   0.42      0.02718905
 DR7594  -------------------------------------------------------------------
 DR7594  Click here for local accuracies and other accuracy information.
 DR7594
 DR7594.The horizontal coordinates were established by GPS observations
 DR7594.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7594
 DR7594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7594.been affixed to the stable North American tectonic plate. See 
 DR7594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7594
 DR7594.The horizontal coordinates are valid at the epoch date displayed above
 DR7594.which is a decimal equivalence of Year/Month/Day.
 DR7594
 DR7594.The orthometric height was determined by differential leveling and
 DR7594.adjusted by the NATIONAL GEODETIC SURVEY
 DR7594.in March 2022.
 DR7594
 DR7594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7594.GEOID18 height accuracy estimate available here.
 DR7594
 DR7594.Click photographs - Photos may exist for this station.
 DR7594
 DR7594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7594
 DR7594.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7594
 DR7594.The ellipsoidal height was determined by GPS observations
 DR7594.and is referenced to NAD 83.
 DR7594
 DR7594.The dynamic height is computed by dividing the NAVD 88
 DR7594.geopotential number by the normal gravity value computed on the
 DR7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7594.degrees latitude (g = 980.6199 gals.).
 DR7594
 DR7594.The modeled gravity was interpolated from observed gravity values.
 DR7594
 DR7594. The following values were computed from the NAD 83(2011) position.
 DR7594
 DR7594;                    North         East     Units Scale Factor Converg.
 DR7594;SPC IN E     -   708,836.886   156,710.280   MT  1.00000623   +0 27 07.7
 DR7594;SPC IN E     - 2,325,575.68    514,140.31   sFT  1.00000623   +0 27 07.7
 DR7594;UTM  16      - 4,610,745.318   667,752.923   MT  0.99994631   +1 20 17.6
 DR7594
 DR7594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7594!SPC IN E     -   0.99995611  x   1.00000623  =   0.99996234
 DR7594!UTM  16      -   0.99995611  x   0.99994631  =   0.99990242
 DR7594
 DR7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6775210745(NAD 83)
 DR7594
 DR7594                          SUPERSEDED SURVEY CONTROL
 DR7594
 DR7594.No superseded survey control is available for this station.
 DR7594
 DR7594_MARKER: F = FLANGE-ENCASED ROD
 DR7594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7594_STAMPING: SCHEPERS J 377 2018
 DR7594_MARK LOGO: NONE
 DR7594_PROJECTION: RECESSED 8 CENTIMETERS
 DR7594_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7594+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 DR7594_ROD/PIPE-DEPTH: 15.4 meters
 DR7594_SLEEVE-DEPTH  : 0.9 meters
 DR7594
 DR7594  HISTORY     - Date     Condition        Report By
 DR7594  HISTORY     - 20180315 MONUMENTED       INDOT
 DR7594
 DR7594                          STATION DESCRIPTION
 DR7594
 DR7594'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7594'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF ASHLEY,
 DR7594'7.7 MI (12.4 KM) NORTH-NORTHWEST OF HAMILTON AND WITHIN ANGOLA.
 DR7594'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7594'
 DR7594'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 (AKA EAST MAUMEE
 DR7594'STREET) AND STATE ROAD 127 (AKA SOUTH WAYNE STREET), TRAVEL EAST 0.51
 DR7594'MI (0.82 KM) ALONG U.S. HIGHWAY 20 TO CIRCLE HILL CEMETERY ROAD.  TURN
 DR7594'RIGHT (SOUTH) AND TRAVEL 0.28 MI (0.45 KM) TO A FORK IN THE ROAD.
 DR7594'TURN LEFT (EAST) AND FOLLOW THE OUTER MOST DRIVE 0.17 MI (0.27 KM) TO
 DR7594'A GRAVEL PARKING LOT, THEN PROCEED BY FOOT FROM THE NORTHEAST CORNER
 DR7594'OF THE PARKING LOT THROUGH THE GRASS FOR 115 FT (35.1 M) TO THE
 DR7594'NORTHEAST TO THE MONUMENT.
 DR7594'
 DR7594'THE STATION IS FLUSH WITH THE GROUND AND IS LOCATED 143.10 FT (43.6 M)
 DR7594'EAST OF THE SOUTHEAST CORNER OF THE GRAVESITE MARKER LABELED W.H.  AND
 DR7594'MARY E. ROGERS, 132.3 FT (40.3 M) SOUTH-SOUTHEAST OF THE SOUTH FACE OF
 DR7594'A WOODEN POST FOR THE DISC GOLF NO. 10 HOLE MARKER AND 290.10 FT (88.4
 DR7594'M) WEST OF THE EAST FACE OF A WOODEN POST FOR THE DISC GOLF NO. 12
 DR7594'HOLE MARKER.
 DR7594'
 DR7594'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7594'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2579 ***********************************************************************
 ME2579  DESIGNATION -  SCHEREVILLE ST MICHAEL CATH CH
 ME2579  PID         -  ME2579
 ME2579  STATE/COUNTY-  IN/LAKE
 ME2579  COUNTRY     -  US
 ME2579  USGS QUAD   -  SAINT JOHN (2019)
 ME2579
 ME2579                         *CURRENT SURVEY CONTROL
 ME2579  ______________________________________________________________________
 ME2579* NAD 83(1997) POSITION- 41 29 27.04302(N) 087 27 05.42842(W)   ADJUSTED
 ME2579  ______________________________________________________________________
 ME2579  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 ME2579  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 ME2579  HORZ ORDER      -  THIRD
 ME2579
 ME2579.The horizontal coordinates were established by classical geodetic methods
 ME2579.and adjusted by the National Geodetic Survey in May 1999.
 ME2579
 ME2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2579.GEOID18 height accuracy estimate available here.
 ME2579
 ME2579.Click photographs - Photos may exist for this station.
 ME2579
 ME2579.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2579
 ME2579. The following values were computed from the NAD 83(1997) position.
 ME2579
 ME2579;                    North         East     Units Scale Factor Converg.
 ME2579;SPC IN W     -   693,134.439   869,255.504   MT  0.99997829   -0 14 38.1
 ME2579;SPC IN W     - 2,274,058.57  2,851,882.43   sFT  0.99997829   -0 14 38.1
 ME2579;UTM  16      - 4,593,346.258   462,310.545   MT  0.99961748   -0 17 56.9
 ME2579
 ME2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6231093346(NAD 83)
 ME2579
 ME2579                          SUPERSEDED SURVEY CONTROL
 ME2579
 ME2579  NAD 83(1986)-  41 29 27.04851(N)    087 27 05.43514(W) AD(       ) 3
 ME2579  NAD 27      -  41 29 26.92000(N)    087 27 05.29600(W) AD(       ) 3
 ME2579
 ME2579.Superseded values are not recommended for survey control.
 ME2579
 ME2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2579.See file dsdata.pdf to determine how the superseded data were derived.
 ME2579
 ME2579_MARKER: 90 = CHURCH SPIRE
 ME2579
 ME2579  HISTORY     - Date     Condition        Report By
 ME2579  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2579
 ME2579                          STATION DESCRIPTION
 ME2579
 ME2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2579'THE STATION IS THE APEX OF THE SPIRE OF THE ST. MICHAELS CATHOLIC
 ME2579'CHURCH, LOCATED IN THE CENTRAL
 ME2579'PART OF SCHERERVILLE.  IT IS A BRICK CHURCH WITH A SHINGLED SPIRE
 ME2579'RISING ABOUT 50 FEET ABOVE THE MAIN
 ME2579'STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2546 ***********************************************************************
 ME2546  DESIGNATION -  SCHIFF
 ME2546  PID         -  ME2546
 ME2546  STATE/COUNTY-  IN/JASPER
 ME2546  COUNTRY     -  US
 ME2546  USGS QUAD   -  DEMOTTE (2019)
 ME2546
 ME2546                         *CURRENT SURVEY CONTROL
 ME2546  ______________________________________________________________________
 ME2546* NAD 83(1997) POSITION- 41 09 51.18425(N) 087 09 02.81826(W)   ADJUSTED
 ME2546* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 ME2546  ______________________________________________________________________
 ME2546  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 ME2546  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 ME2546  HORZ ORDER      -  THIRD
 ME2546
 ME2546.The horizontal coordinates were established by classical geodetic methods
 ME2546.and adjusted by the National Geodetic Survey in May 1999.
 ME2546
 ME2546.The orthometric height was scaled from a topographic map.
 ME2546
 ME2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2546.GEOID18 height accuracy estimate available here.
 ME2546
 ME2546.Click photographs - Photos may exist for this station.
 ME2546
 ME2546.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2546
 ME2546. The following values were computed from the NAD 83(1997) position.
 ME2546
 ME2546;                    North         East     Units Scale Factor Converg.
 ME2546;SPC IN W     -   656,797.076   894,339.419   MT  0.99996706   -0 02 39.8
 ME2546;SPC IN W     - 2,154,841.74  2,934,178.58   sFT  0.99996706   -0 02 39.8
 ME2546;UTM  16      - 4,556,998.017   487,350.456   MT  0.99960197   -0 05 57.3
 ME2546
 ME2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2546!SPC IN W     -   0.99997173  x   0.99996706  =   0.99993880
 ME2546!UTM  16      -   0.99997173  x   0.99960197  =   0.99957372
 ME2546
 ME2546:                Primary Azimuth Mark                     Grid Az
 ME2546:SPC IN W     -  VIRGIE                                   180 45 00.7
 ME2546:UTM  16      -  VIRGIE                                   180 48 18.2
 ME2546
 ME2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8735056998(NAD 83)
 ME2546
 ME2546|---------------------------------------------------------------------|
 ME2546| PID    Reference Object                     Distance      Geod. Az  |
 ME2546|                                                           dddmmss.s |
 ME2546| CM4528 SCHIFF RM 1                          26.410 METERS 10415     |
 ME2546| ME2543 VIRGIE                              APPROX. 5.5 KM 1804220.9 |
 ME2546| CM4529 SCHIFF RM 2                          26.000 METERS 19544     |
 ME2546| CM4527 SCHIFF AZ MK                                       3562538.5 |
 ME2546|---------------------------------------------------------------------|
 ME2546
 ME2546                          SUPERSEDED SURVEY CONTROL
 ME2546
 ME2546  NAD 83(1986)-  41 09 51.18833(N)    087 09 02.82549(W) AD(       ) 3
 ME2546  NAD 27      -  41 09 51.05370(N)    087 09 02.72950(W) AD(       ) 3
 ME2546
 ME2546.Superseded values are not recommended for survey control.
 ME2546
 ME2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2546.See file dsdata.pdf to determine how the superseded data were derived.
 ME2546
 ME2546_MARKER: DS = TRIANGULATION STATION DISK
 ME2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2546_STAMPING: SCHIFF 1952
 ME2546_MARK LOGO: CGS
 ME2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2546+STABILITY: SURFACE MOTION
 ME2546
 ME2546  HISTORY     - Date     Condition        Report By
 ME2546  HISTORY     - 1952     MONUMENTED       CGS
 ME2546  HISTORY     - 1968     GOOD             CGS
 ME2546  HISTORY     - 19891021 GOOD             USPSQD
 ME2546
 ME2546                          STATION DESCRIPTION
 ME2546
 ME2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2546'STATION IS LOCATED ON THE PROPERTY OF FLOYD F. SCHIFF WHICH IS ABOUT 5
 ME2546'MILES SOUTHWEST OF WHEATFIELD AND ABOUT 3-1/2 MILES SOUTHEAST OF
 ME2546'DEMOTTE.  IT IS 55 FEET EAST OF THE CENTER OF STATE HIGHWAY 53, 48
 ME2546'FEET NORTH OF A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE AND 23 FEET
 ME2546'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2546'THE DISK IS STAMPED SCHIFF 1952.
 ME2546'
 ME2546'REFERENCE MARK NO. 1 IS 56 FEET EAST OF AN 18 INCH OAK TREE.  THE MARK
 ME2546'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCHIFF NO 1 1952.
 ME2546'
 ME2546'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2546'1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2546'DISK IS STAMPED SHIFF NO 2 1952.
 ME2546'
 ME2546'AZIMUTH MARK IS 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ME2546'CONCRETE BLOCK BUILDING, 34 FEET WEST OF THE CENTER OF STATE HIGHWAY
 ME2546'53 AND 2 FEET SOUTHWEST OF A WHITE WHITNESS POST.  THE MARK PROJECTS
 ME2546'ABOUT 6 INCHES AND THE DISK IS STAMPED SCHIFF 1952.
 ME2546'
 ME2546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 53,
 ME2546'WHICH IS ABOUT 3 MILES EAST OF DEMOTTE, GO SOUTH ON HIGHWAY 53 FOR 1.3
 ME2546'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH
 ME2546'FOR 0.2 MILE TO STATION ON THE LEFT AS DESCRIBED.
 ME2546'
 ME2546'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2546
 ME2546                          STATION RECOVERY (1968)
 ME2546
 ME2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2546'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 ME2546'GOOD CONDITION.  THE CONCRETE BLOCK BUILDING AT THE AZIMUTH MARK HAS
 ME2546'BEEN TORN DOWN AND SINCE THE AZIMUTH MARK COULD NOT BE FOUND IT IS
 ME2546'ASSUMED THAT THE MARK WAS TORN OUT BY GRADING FOR NEW HOMES IN THE
 ME2546'AREA.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 2.
 ME2546'
 ME2546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST OF
 ME2546'WHEATFIELD
 ME2546
 ME2546                          STATION RECOVERY (1989)
 ME2546
 ME2546'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1820 ***********************************************************************
 JA1820  DESIGNATION -  SCHILLING
 JA1820  PID         -  JA1820
 JA1820  STATE/COUNTY-  IN/PERRY
 JA1820  COUNTRY     -  US
 JA1820  USGS QUAD   -  BRISTOW (2019)
 JA1820
 JA1820                         *CURRENT SURVEY CONTROL
 JA1820  ______________________________________________________________________
 JA1820* NAD 83(1997) POSITION- 38 12 45.39799(N) 086 41 19.34934(W)   ADJUSTED
 JA1820* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 JA1820  ______________________________________________________________________
 JA1820  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 JA1820  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 JA1820  HORZ ORDER      -  FIRST
 JA1820
 JA1820.The horizontal coordinates were established by classical geodetic methods
 JA1820.and adjusted by the National Geodetic Survey in May 1999.
 JA1820
 JA1820.The orthometric height was scaled from a topographic map.
 JA1820
 JA1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1820.GEOID18 height accuracy estimate available here.
 JA1820
 JA1820.Click photographs - Photos may exist for this station.
 JA1820
 JA1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1820
 JA1820. The following values were computed from the NAD 83(1997) position.
 JA1820
 JA1820;                    North         East     Units Scale Factor Converg.
 JA1820;SPC IN W     -   329,166.311   934,559.506   MT  0.99998137   +0 14 38.8
 JA1820;SPC IN W     - 1,079,939.81  3,066,133.98   sFT  0.99998137   +0 14 38.8
 JA1820;UTM  16      - 4,229,450.824   527,251.530   MT  0.99960915   +0 11 33.2
 JA1820
 JA1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1820!SPC IN W     -   0.99997109  x   0.99998137  =   0.99995246
 JA1820!UTM  16      -   0.99997109  x   0.99960915  =   0.99958026
 JA1820
 JA1820:                Primary Azimuth Mark                     Grid Az
 JA1820:SPC IN W     -  SCHILLING AZ MK                          327 29 02.7
 JA1820:UTM  16      -  SCHILLING AZ MK                          327 32 08.3
 JA1820
 JA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2725129450(NAD 83)
 JA1820
 JA1820|---------------------------------------------------------------------|
 JA1820| PID    Reference Object                     Distance      Geod. Az  |
 JA1820|                                                           dddmmss.s |
 JA1820| CG9888 SCHILLING RM 1                      125.639 METERS 03331     |
 JA1820| CG9889 SCHILLING RM 2                       18.172 METERS 27010     |
 JA1820| JA1873 FERDINAND LOOKOUT TOWER             APPROX.10.5 KM 3112338.1 |
 JA1820| JA1819 SCHILLING AZ MK                     APPROX. 1.3 KM 3274341.5 |
 JA1820|---------------------------------------------------------------------|
 JA1820
 JA1820                          SUPERSEDED SURVEY CONTROL
 JA1820
 JA1820  NAD 83(1993)-  38 12 45.40036(N)    086 41 19.35092(W) AD(       ) 1
 JA1820  NAD 83(1986)-  38 12 45.40468(N)    086 41 19.35322(W) AD(       ) 1
 JA1820  NAD 27      -  38 12 45.19000(N)    086 41 19.40200(W) AD(       ) 1
 JA1820
 JA1820.Superseded values are not recommended for survey control.
 JA1820
 JA1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1820.See file dsdata.pdf to determine how the superseded data were derived.
 JA1820
 JA1820_MARKER: DS = TRIANGULATION STATION DISK
 JA1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1820_STAMPING: SCHILLING 1946
 JA1820_MARK LOGO: CGS
 JA1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1820+STABILITY: SURFACE MOTION
 JA1820
 JA1820  HISTORY     - Date     Condition        Report By
 JA1820  HISTORY     - 1946     MONUMENTED       CGS
 JA1820
 JA1820                          STATION DESCRIPTION
 JA1820
 JA1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1820'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ST MEINRAD ON THE NORTH
 JA1820'EDGE OF A HIGH WOODED HILL AND IN THE BOUNDARY FENCE LINE OF MR
 JA1820'SCHILLING AND MR HEEKE.  IT IS 13 FEET NORTH OF A TRIANGULAR BLAZE ON
 JA1820'THE 10-INCH ELM TREE AND 6 FEET WEST OF A WHITE WINESS POST.  THE MARK
 JA1820'PROJECT ABOUT 4 INCHES AND THE DISK IS STAMPED SCHILLING 1946.
 JA1820'
 JA1820'REFERENCE MARK NO 1 IS 412.20 FEET NORTHWEST OF THE STATION IN A FENCE
 JA1820'CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1820'SCHILLING NO 1 1946.
 JA1820'
 JA1820'REFERENCE MARK NO 2 IS 59.62 FEET NORTHWEST OF THE STATION IN THE
 JA1820'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1820'SCHILLING NO 2 1946.
 JA1820'
 JA1820'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION ON THE NORTHEAST
 JA1820'CORNER OF STATE HIGHWAYS 62 AND 145.  IT IS 159 FEET NORTHEAST OF THE
 JA1820'INTERSECTION OF THE CENTERLINES OF THE TWO HIGHWAYS, 47.6 FEET
 JA1820'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE AND 40.8 FEET NORTH
 JA1820'OF THE CENTER OF HIGHWAY 62 AND 8 FEET WEST OF A WHITE WITNESS POST.
 JA1820'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCHILLING
 JA1820'1946.
 JA1820'
 JA1820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 145
 JA1820'ABOUT 10 MILES NORTHEAST OF MEINRAD, GO SOUTH ON HIGHWAY 145 FOR 0.75
 JA1820'MILE TO MR HEEKES FARMHOUSE ON THE LEFT, TURN LEFT INTO FARMYARD AND
 JA1820'BEAR LEFT THRU BOARD GATE AND FOLLOW FARM ROAD 0.35 MILE TO ANOTHER
 JA1820'GATE, PASS THRU AND CONTINUE ACROSS FIELD TO HIGHEST POINT AND STATION
 JA1820'IN THE FENCE LINE.
 JA1820'
 JA1820'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1819 ***********************************************************************
 JA1819  DESIGNATION -  SCHILLING AZ MK
 JA1819  PID         -  JA1819
 JA1819  STATE/COUNTY-  IN/PERRY
 JA1819  COUNTRY     -  US
 JA1819  USGS QUAD   -  BRISTOW (2019)
 JA1819
 JA1819                         *CURRENT SURVEY CONTROL
 JA1819  ______________________________________________________________________
 JA1819* NAD 83(1997) POSITION- 38 13 21.75435(N) 086 41 48.45281(W)   ADJUSTED
 JA1819* NAVD 88 ORTHO HEIGHT -   137.41  (+/-2cm)      450.8   (feet) VERTCON3
 JA1819  ______________________________________________________________________
 JA1819  GEOID HEIGHT    -        -32.677 (meters)                     GEOID18
 JA1819  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA1819  HORZ ORDER      -  SECOND
 JA1819  VERT ORDER      -  THIRD ? (See Below)
 JA1819
 JA1819.The horizontal coordinates were established by classical geodetic methods
 JA1819.and adjusted by the National Geodetic Survey in May 1999.
 JA1819
 JA1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1819
 JA1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1819.GEOID18 height accuracy estimate available here.
 JA1819
 JA1819.The vertical order pertains to the NGVD 29 superseded value.
 JA1819
 JA1819.Click photographs - Photos may exist for this station.
 JA1819
 JA1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1819
 JA1819. The following values were computed from the NAD 83(1997) position.
 JA1819
 JA1819;                    North         East     Units Scale Factor Converg.
 JA1819;SPC IN W     -   330,284.288   933,846.838   MT  0.99998077   +0 14 21.0
 JA1819;SPC IN W     - 1,083,607.70  3,063,795.83   sFT  0.99998077   +0 14 21.0
 JA1819;UTM  16      - 4,230,569.025   526,540.134   MT  0.99960867   +0 11 15.4
 JA1819
 JA1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1819!SPC IN W     -   0.99998357  x   0.99998077  =   0.99996434
 JA1819!UTM  16      -   0.99998357  x   0.99960867  =   0.99959224
 JA1819
 JA1819:                Primary Azimuth Mark                     Grid Az
 JA1819:SPC IN W     -  SCHILLING                                147 29 02.4
 JA1819:UTM  16      -  SCHILLING                                147 32 08.0
 JA1819
 JA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2654030569(NAD 83)
 JA1819
 JA1819|---------------------------------------------------------------------|
 JA1819| PID    Reference Object                     Distance      Geod. Az  |
 JA1819|                                                           dddmmss.s |
 JA1819| JA1820 SCHILLING                           APPROX. 1.3 KM 1474323.4 |
 JA1819| JA1818 SCHILLING AZ MK OFFSET              339.666 METERS 22452     |
 JA1819|---------------------------------------------------------------------|
 JA1819
 JA1819                          SUPERSEDED SURVEY CONTROL
 JA1819
 JA1819  NAD 83(1993)-  38 13 21.75674(N)    086 41 48.45435(W) AD(       ) 2
 JA1819  NAD 83(1986)-  38 13 21.76087(N)    086 41 48.45648(W) AD(       ) 2
 JA1819  NAD 27      -  38 13 21.54700(N)    086 41 48.50400(W) AD(       ) 2
 JA1819  NGVD 29             137.51   (m)          451.1    (f) LEVELING    3  
 JA1819
 JA1819.Superseded values are not recommended for survey control.
 JA1819
 JA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1819.See file dsdata.pdf to determine how the superseded data were derived.
 JA1819
 JA1819_MARKER: DZ = AZIMUTH MARK DISK
 JA1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1819_STAMPING: SCHILLING 1946
 JA1819_MARK LOGO: CGS
 JA1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1819+STABILITY: SURFACE MOTION
 JA1819
 JA1819  HISTORY     - Date     Condition        Report By
 JA1819  HISTORY     - 1946     MONUMENTED       CGS
 JA1819
 JA1819                          STATION DESCRIPTION
 JA1819
 JA1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1819'THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 62 WITH STATE HIGHWAY
 JA1819'145 WHICH JUNCTION IS ABOUT 10 MILES NORTHEAST OF ST MEINRAD AND ABOUT
 JA1819'7 MILES WEST OF ST CROIX.  IT IS 159 FEET NORTHEAST OF THE
 JA1819'INTERSECTION OF THE HIGHWAY CENTERLINES, 47.6 FEET NORTH OF THE CENTER
 JA1819'OF HIGHWAY 62, AND 8 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 JA1819'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCHILLING 1946.
 JA1819'
 JA1819'STATION SCHILLING IS 1325.855 METERS (4349.91 FEET) ABOUT SOUTH OF THE
 JA1819'STATION AND ON THE NORTHERN EDGE OF A HIGH WOODED HILL.  IT IS 13 FEET
 JA1819'NORTH OF A TRIANGULAR BLAZE ON A 10-INCH ELM, IN THE BOUNDARY
 JA1819'FENCELINE BETWEEN MR SCHILLING AND MR HEEKE, AND 6 FEET WEST OF A
 JA1819'WHITE WITNESS POST.  THE MARK IS STAMPED SCHILLING 1946 AND PROJECTS 4
 JA1819'INCHES.
 JA1819'
 JA1819'TO REACH SCHILLING FROM THIS AZIMUTH STATION, GO SOUTH ON HIGHWAY 145
 JA1819'FOR 0.75 MILE AND TURN LEFT, PASS THRU MR HEEKES FARMYARD AND BEAR
 JA1819'LEFT THRU A BOARD GATE, THENCE ON FARM ROAD 0.35 MILE TO ANOTHER GATE,
 JA1819'PASS THRU GATE AND THENCE ACROSS FIELD TO TOP OF HILL.
 JA1819'
 JA1819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7593 ***********************************************************************
 DR7593  DESIGNATION -  SCHMIDT N 376
 DR7593  PID         -  DR7593
 DR7593  STATE/COUNTY-  IN/LAGRANGE
 DR7593  COUNTRY     -  US
 DR7593  USGS QUAD   -  MONGO (2019)
 DR7593
 DR7593                         *CURRENT SURVEY CONTROL
 DR7593  ______________________________________________________________________
 DR7593* NAD 83(2011) POSITION- 41 38 33.38001(N) 085 16 55.46895(W)   ADJUSTED
 DR7593* NAD 83(2011) ELLIP HT-   261.007 (meters)        (09/21/23)   ADJUSTED
 DR7593* NAD 83(2011) EPOCH   -  2010.00
 DR7593* NAVD 88 ORTHO HEIGHT -   294.242 (meters)      965.36  (feet) ADJUSTED
 DR7593  ______________________________________________________________________
 DR7593  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 DR7593  NAD 83(2011) X  -    392,635.291 (meters)                     COMP
 DR7593  NAD 83(2011) Y  - -4,757,488.886 (meters)                     COMP
 DR7593  NAD 83(2011) Z  -  4,216,194.941 (meters)                     COMP
 DR7593  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 DR7593  DYNAMIC HEIGHT  -        294.129 (meters)      964.99  (feet) COMP
 DR7593  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 DR7593
 DR7593  VERT ORDER      -  SECOND    CLASS I
 DR7593
 DR7593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7593  Standards:
 DR7593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7593  -------------------------------------------------------------------
 DR7593  NETWORK    0.54   0.98           0.24   0.20   0.50      0.02462083
 DR7593  -------------------------------------------------------------------
 DR7593  Click here for local accuracies and other accuracy information.
 DR7593
 DR7593.The horizontal coordinates were established by GPS observations
 DR7593.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 DR7593
 DR7593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7593.been affixed to the stable North American tectonic plate. See 
 DR7593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7593
 DR7593.The horizontal coordinates are valid at the epoch date displayed above
 DR7593.which is a decimal equivalence of Year/Month/Day.
 DR7593
 DR7593.The orthometric height was determined by differential leveling and
 DR7593.adjusted by the NATIONAL GEODETIC SURVEY
 DR7593.in March 2022.
 DR7593
 DR7593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7593.GEOID18 height accuracy estimate available here.
 DR7593
 DR7593.Click photographs - Photos may exist for this station.
 DR7593
 DR7593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7593
 DR7593.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7593
 DR7593.The ellipsoidal height was determined by GPS observations
 DR7593.and is referenced to NAD 83.
 DR7593
 DR7593.The dynamic height is computed by dividing the NAVD 88
 DR7593.geopotential number by the normal gravity value computed on the
 DR7593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7593.degrees latitude (g = 980.6199 gals.).
 DR7593
 DR7593.The modeled gravity was interpolated from observed gravity values.
 DR7593
 DR7593. The following values were computed from the NAD 83(2011) position.
 DR7593
 DR7593;                    North         East     Units Scale Factor Converg.
 DR7593;SPC IN E     -   709,995.126   132,040.371   MT  0.99997929   +0 15 20.0
 DR7593;SPC IN E     - 2,329,375.68    433,202.45   sFT  0.99997929   +0 15 20.0
 DR7593;UTM  16      - 4,611,521.825   643,070.363   MT  0.99985189   +1 08 30.2
 DR7593
 DR7593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7593!SPC IN E     -   0.99995906  x   0.99997929  =   0.99993835
 DR7593!UTM  16      -   0.99995906  x   0.99985189  =   0.99981096
 DR7593
 DR7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4307011521(NAD 83)
 DR7593
 DR7593                          SUPERSEDED SURVEY CONTROL
 DR7593
 DR7593.No superseded survey control is available for this station.
 DR7593
 DR7593_MARKER: F = FLANGE-ENCASED ROD
 DR7593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7593_STAMPING: SCHMIDT N 376 2018
 DR7593_MARK LOGO: NONE
 DR7593_PROJECTION: RECESSED 8 CENTIMETERS
 DR7593_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7593+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 DR7593_ROD/PIPE-DEPTH: 13.7 meters
 DR7593_SLEEVE-DEPTH  : 0.9 meters
 DR7593
 DR7593  HISTORY     - Date     Condition        Report By
 DR7593  HISTORY     - 20180314 MONUMENTED       INDOT
 DR7593
 DR7593                          STATION DESCRIPTION
 DR7593
 DR7593'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7593'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF LAGRANGE, 6.0 MI
 DR7593'(9.7 KM) NORTHWEST OF STROH AND 2.9 MI (4.7 KM) SOUTH OF MONGO.
 DR7593'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7593'
 DR7593'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7593'TRAVEL WEST 0.25 MI (0.40 KM) ALONG U.S. HIGHWAY 20 TO COUNTY ROAD
 DR7593'NORTH 750 EAST.  TURN RIGHT (NORTH) AND TRAVEL 0.06 MI (0.10 KM) TO
 DR7593'THE MONUMENT ON THE LEFT (WEST) SIDE OF THE ROAD.
 DR7593'
 DR7593'THE STATION IS FLUSH WITH THE GROUND AND IS APPROXIMATELY 10 FT (3.0
 DR7593'M) WEST OF THE ROAD CENTERLINE.  IT IS LOCATED 196.40 (59.9 M) SOUTH
 DR7593'OF THE SOUTH FACE OF A SINGLE LARGE DEAD TREE, 243.00 FT (74.1 M)
 DR7593'NORTH-NORTHWEST OF THE NORTH FACE OF POWER POLE 1080951 AND 332.00 FT
 DR7593'(101.2 M) NORTH-NORTHEAST OF THE EAST FACE OF POWER POLE 1080950.
 DR7593'
 DR7593'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7593'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2054 ***********************************************************************
 JA2054  DESIGNATION -  SCHNACKE
 JA2054  PID         -  JA2054
 JA2054  STATE/COUNTY-  IN/POSEY
 JA2054  COUNTRY     -  US
 JA2054  USGS QUAD   -  SOLITUDE (2019)
 JA2054
 JA2054                         *CURRENT SURVEY CONTROL
 JA2054  ______________________________________________________________________
 JA2054* NAD 83(1997) POSITION- 38 02 18.94031(N) 087 58 17.31182(W)   ADJUSTED
 JA2054* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 JA2054  ______________________________________________________________________
 JA2054  GEOID HEIGHT    -        -30.646 (meters)                     GEOID18
 JA2054  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 JA2054  HORZ ORDER      -  SECOND
 JA2054
 JA2054.The horizontal coordinates were established by classical geodetic methods
 JA2054.and adjusted by the National Geodetic Survey in May 1999.
 JA2054
 JA2054.The orthometric height was scaled from a topographic map.
 JA2054
 JA2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2054.GEOID18 height accuracy estimate available here.
 JA2054
 JA2054.Click photographs - Photos may exist for this station.
 JA2054
 JA2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2054
 JA2054. The following values were computed from the NAD 83(1997) position.
 JA2054
 JA2054;                    North         East     Units Scale Factor Converg.
 JA2054;SPC IN W     -   310,150.117   822,035.027   MT  1.00004150   -0 32 50.3
 JA2054;SPC IN W     - 1,017,550.84  2,696,959.92   sFT  1.00004150   -0 32 50.3
 JA2054;UTM  16      - 4,210,542.535   414,750.773   MT  0.99968951   -0 35 55.1
 JA2054
 JA2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2054!SPC IN W     -   0.99997878  x   1.00004150  =   1.00002028
 JA2054!UTM  16      -   0.99997878  x   0.99968951  =   0.99966830
 JA2054
 JA2054:                Primary Azimuth Mark                     Grid Az
 JA2054:SPC IN W     -  SCHNACKE AZ MK                           012 55 50.1
 JA2054:UTM  16      -  SCHNACKE AZ MK                           012 58 54.9
 JA2054
 JA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1475010542(NAD 83)
 JA2054
 JA2054|---------------------------------------------------------------------|
 JA2054| PID    Reference Object                     Distance      Geod. Az  |
 JA2054|                                                           dddmmss.s |
 JA2054| CG9890 SCHNACKE AZ MK                                     0122259.8 |
 JA2054| CG9891 SCHNACKE RM 1                        23.591 METERS 01251     |
 JA2054| HA1729 MT VERNON MUNICIPAL TANK            APPROX.12.7 KM 1484655.5 |
 JA2054| HA1733 MT VERNON TRINTY EVAN REF CH        APPROX.13.5 KM 1494137.8 |
 JA2054| HA1732 MT VERNON ST MATTHEWS CATH CH       APPROX.13.5 KM 1495716.0 |
 JA2054| HA1728 MT VERNON CO COURTHOUSE DOME        APPROX.13.6 KM 1502154.0 |
 JA2054| HA1730 MT VERNON RADIO STA KSC TOWER       APPROX.12.2 KM 1505203.1 |
 JA2054| HA1731 MT VERNON RADIO STA WPCO MAST       APPROX.12.3 KM 1610914.8 |
 JA2054| CG9892 SCHNACKE RM 2                        45.296 METERS 23405     |
 JA2054|---------------------------------------------------------------------|
 JA2054
 JA2054                          SUPERSEDED SURVEY CONTROL
 JA2054
 JA2054  NAD 83(1993)-  38 02 18.94515(N)    087 58 17.31099(W) AD(       ) 2
 JA2054  NAD 83(1986)-  38 02 18.94895(N)    087 58 17.31309(W) AD(       ) 2
 JA2054  NAD 27      -  38 02 18.79115(N)    087 58 17.19976(W) AD(       ) 2
 JA2054
 JA2054.Superseded values are not recommended for survey control.
 JA2054
 JA2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2054.See file dsdata.pdf to determine how the superseded data were derived.
 JA2054
 JA2054_MARKER: DS = TRIANGULATION STATION DISK
 JA2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2054_STAMPING: SCHNACKE 1967
 JA2054_MARK LOGO: CGS
 JA2054_PROJECTION: FLUSH
 JA2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2054+STABILITY: SURFACE MOTION
 JA2054
 JA2054  HISTORY     - Date     Condition        Report By
 JA2054  HISTORY     - 1967     MONUMENTED       CGS
 JA2054
 JA2054                          STATION DESCRIPTION
 JA2054
 JA2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2054'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF CARMI, ILLINOIS, 8
 JA2054'MILES NORTHWEST OF MT VERNON, 6 MILES SOUTH-SOUTHWEST OF NEW HARMONY
 JA2054'ON PROPERTY OWNED BY MR W SCHNACKE.
 JA2054'
 JA2054'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JA2054'HIGHWAY 69 IN NEW HARMONY, GO SOUTH ON STATE HIGHWAY 69 FOR 6.2 MILES
 JA2054'TO A SIDE ROAD RIGHT (50 N)  TURN RIGHT AND GO SOUTHWEST AND WEST ON
 JA2054'GRAVELED ROAD FOR 2.35 MILES TO A T ROAD JUNCTION AND GOAD CEMETERY ON
 JA2054'RIGHT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO A
 JA2054'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.0 MILE TO
 JA2054'A DRIVEWAY ON RIGHT AND SIGN MAPLE HILL FARM.  TURN RIGHT AND GO NORTH
 JA2054'ON DRIVEWAY FOR 0.5 MILE TO THE SCHNACKE FARM HOME ON RIGHT.  CONTINUE
 JA2054'NORTH ON FARM ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 JA2054'FOLLOW NORTHWEST ON FARM ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH
 JA2054'GATE AND GO 50 FEET TO WHITE BARN AND SILO.  STATION IS ABOUT 150 FEET
 JA2054'NORTHWEST OF WHITE BARN IN PASTURE AS DESCRIBED.
 JA2054'
 JA2054'STATION MARK, STAMPED SHCNACKE 1967, IS SET FLUSH.  IT IS 164 FEET
 JA2054'NORTHWEST OF THE NORTH SIDE OF SILO, 151 FEET NORTHWEST OF THE
 JA2054'NORTHEAST CORNER OF WHITE BARN, 88 FEET NORTH OF CENTER OF GATE, 134.4
 JA2054'FEET NORTH OF THE NORTHWEST CORNER OF WHITE BARN, 12.5 FEET
 JA2054'WEST-NORTHWEST OF THE METAL WITNESS POST AND 12.4 FEET WEST OF THE
 JA2054'NORTH-SOUTH FENCE.
 JA2054'
 JA2054'RM 1, STAMPED SCHNACKE NO 1 1967, PROJECTS 4 INCHES.  IT IS 1.7 FEET
 JA2054'WEST-SOUTHWEST OF A METAL WITNESS POST AND 1.3 FEET WEST OF THE
 JA2054'NORTH-SOUTH FENCE.
 JA2054'
 JA2054'RM 2, STAMPED SCHNACKE NO 2 1967, PROJECTS 6 INCHES.  IT IS 159 FEET
 JA2054'NORTHWEST FO THE SOUTHWEST CORNER OF WHITE BARN, 142 FEET NORTHWEST OF
 JA2054'NORTHWEST CORNER OF WHITE BARN AND 2.5 FEET NORTHWEST OF POWER  LINE
 JA2054'POLE.
 JA2054'
 JA2054'AZIMUTH MARK, STAMPED SCHNACKE 1967, PROJECTS ABOUT 6 INCHES.  IT IS
 JA2054'26 FEET WEST OF A 15-INCH TRIANGLE BLAZED TREE, 8 FEET SOUTH OF THE
 JA2054'EAST-WEST FENCE AND 3.3 FEET SOUTH OF A METAL WITNESS POST.
 JA2054'
 JA2054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR 0.05 MILE
 JA2054'TO GATE, TURN RIGHT AND GO EAST ALONG NORTH SIDE OF FENCE FOR 0.1 MILE
 JA2054'TO FARM ROAD, TURN LEFT AND FOLLOW FARM ROAD NORTH FOR 0.05 MILE TO
 JA2054'GATE, CONTINUE NORTH ON FARM ROAD 0.2 MILE TO WHERE ROAD TURN RIGHT
 JA2054'AND GOES EAST, CONTINUE NORTH ACROSS PASTURE FOR 0.1 MILE TO FENCE AND
 JA2054'MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2558 ***********************************************************************
 ME2558  DESIGNATION -  SCHNEIDER
 ME2558  PID         -  ME2558
 ME2558  STATE/COUNTY-  IN/LAKE
 ME2558  COUNTRY     -  US
 ME2558  USGS QUAD   -  SCHNEIDER (2019)
 ME2558
 ME2558                         *CURRENT SURVEY CONTROL
 ME2558  ______________________________________________________________________
 ME2558* NAD 83(1997) POSITION- 41 10 57.92300(N) 087 26 55.40965(W)   ADJUSTED
 ME2558* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 ME2558  ______________________________________________________________________
 ME2558  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 ME2558  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 ME2558  HORZ ORDER      -  THIRD
 ME2558
 ME2558.The horizontal coordinates were established by classical geodetic methods
 ME2558.and adjusted by the National Geodetic Survey in May 1999.
 ME2558
 ME2558.The orthometric height was scaled from a topographic map.
 ME2558
 ME2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2558.GEOID18 height accuracy estimate available here.
 ME2558
 ME2558.Click photographs - Photos may exist for this station.
 ME2558
 ME2558.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2558
 ME2558. The following values were computed from the NAD 83(1997) position.
 ME2558
 ME2558;                    North         East     Units Scale Factor Converg.
 ME2558;SPC IN W     -   658,918.020   869,343.779   MT  0.99997823   -0 14 26.2
 ME2558;SPC IN W     - 2,161,800.20  2,852,172.05   sFT  0.99997823   -0 14 26.2
 ME2558;UTM  16      - 4,559,142.116   462,365.929   MT  0.99961743   -0 17 43.7
 ME2558
 ME2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2558!SPC IN W     -   0.99997468  x   0.99997823  =   0.99995291
 ME2558!UTM  16      -   0.99997468  x   0.99961743  =   0.99959212
 ME2558
 ME2558:                Primary Azimuth Mark                     Grid Az
 ME2558:SPC IN W     -  TT 9 F                                   166 24 36.8
 ME2558:UTM  16      -  TT 9 F                                   166 27 54.3
 ME2558
 ME2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6236559142(NAD 83)
 ME2558
 ME2558|---------------------------------------------------------------------|
 ME2558| PID    Reference Object                     Distance      Geod. Az  |
 ME2558|                                                           dddmmss.s |
 ME2558| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 1.6 KM 0022628.5 |
 ME2558| CM4530 SCHNEIDER RM 1                       23.890 METERS 11524     |
 ME2558| CM4736 TT 9 F                                             1661010.6 |
 ME2558| CM4531 SCHNEIDER RM 2                       26.095 METERS 20600     |
 ME2558|---------------------------------------------------------------------|
 ME2558
 ME2558                          SUPERSEDED SURVEY CONTROL
 ME2558
 ME2558  NAD 83(1986)-  41 10 57.92639(N)    087 26 55.41562(W) AD(       ) 3
 ME2558  NAD 27      -  41 10 57.80340(N)    087 26 55.29910(W) AD(       ) 3
 ME2558
 ME2558.Superseded values are not recommended for survey control.
 ME2558
 ME2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2558.See file dsdata.pdf to determine how the superseded data were derived.
 ME2558
 ME2558_MARKER: DS = TRIANGULATION STATION DISK
 ME2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2558_STAMPING: SCHNEIDER 1952
 ME2558_MARK LOGO: CGS
 ME2558_PROJECTION: FLUSH
 ME2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2558+STABILITY: SURFACE MOTION
 ME2558
 ME2558  HISTORY     - Date     Condition        Report By
 ME2558  HISTORY     - 1952     MONUMENTED       CGS
 ME2558  HISTORY     - 1968     GOOD             CGS
 ME2558  HISTORY     - 1977     GOOD             LOCSUR
 ME2558  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME2558
 ME2558                          STATION DESCRIPTION
 ME2558
 ME2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2558'STATION IS LOCATED ON THE GROUNDS OF THE SCHNEIDER SCHOOL IN THE SOUTH
 ME2558'EDGE OF THE TOWN OF SCHNEIDER.  IT IS 160 FEET WEST OF CENTER OF U.S.
 ME2558'HIGHWAY 41, 75 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 ME2558'BUILDING, 45 FEET NORTH OF THE CENTER OF A SIDEWALK AND 31 FEET EAST
 ME2558'OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2558'SCHNEIDER 1952.
 ME2558'
 ME2558'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF THE SIDEWALK AND 14 FEET
 ME2558'NORTH OF A 20 INCH OAK TREE.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 ME2558'THE SIDEWALK AND IS STAMPED SCHNEIDER NO 1 1952.
 ME2558'
 ME2558'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST EDGE OF THE SIDEWALK THAT
 ME2558'CURVES AROUND THE SOUTH SIDE OF THE SCHOOL BUILDING AND IS 31 FEET
 ME2558'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.  THE DISK IS SET
 ME2558'FLUSH IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED SCHNEIDER NO 2
 ME2558'1952.
 ME2558'
 ME2558'TT 9 F (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 39 FEET SOUTH OF
 ME2558'THE CENTER OF A GRAVEL ROAD, 38 FEET EAST OF CENTER OF U.S. HIGHWAY
 ME2558'41, 6 FEET NORTHEAST OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE
 ME2558'WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 ME2558'ABOUT 4 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN
 ME2558'THE TOP STAMPED TT STA NO 9 F 1928.
 ME2558'
 ME2558'TO REACH THE BENCH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY 41
 ME2558'FOR 0.2 MILE TO A CROSSROAD AND THE MARK AS DESCRIBED.
 ME2558'
 ME2558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2558
 ME2558                          STATION RECOVERY (1968)
 ME2558
 ME2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2558'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  U.S.
 ME2558'HIGHWAY 41 HAS BEEN CHANGED AND TT 9 F (USGS) BM IS NOW EAST OF THE
 ME2558'CENTERLINE OF PARRISH STREET, IN THE SOUTHEAST ANGLE OF THE
 ME2558'INTERSECTION OF PARRISH STREET AND 24TH AVE., AND 1 FOOT NORTH OF A
 ME2558'METAL WITNESS POST.
 ME2558'
 ME2558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SCHNEIDER
 ME2558
 ME2558                          STATION RECOVERY (1977)
 ME2558
 ME2558'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LL)
 ME2558'(STATION MARK) SCHNEIDER 1952 RECOVERED GOOD.  REF. NO 1, 1952
 ME2558'RECOVERED GOOD.  REF. NO 2, 1952 RECOVERED GOOD.  THE STATION MARK AND
 ME2558'THE TWO REFERENCE MARKS WILL BE DESTROYED BY CONSTRUCTION OF NEW
 ME2558'BUILDING, SCHEDULED TO START IN FOUR WEEKS.
 ME2558'
 ME2558'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SCHNEIDER, IND.
 ME2558
 ME2558                          STATION RECOVERY (1989)
 ME2558
 ME2558'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2559 ***********************************************************************
 ME2559  DESIGNATION -  SCHNEIDER STRATTON GRAIN ELEV
 ME2559  PID         -  ME2559
 ME2559  STATE/COUNTY-  IN/LAKE
 ME2559  COUNTRY     -  US
 ME2559  USGS QUAD   -  SCHNEIDER (2019)
 ME2559
 ME2559                         *CURRENT SURVEY CONTROL
 ME2559  ______________________________________________________________________
 ME2559* NAD 83(1997) POSITION- 41 11 50.66863(N) 087 26 52.43242(W)   ADJUSTED
 ME2559  ______________________________________________________________________
 ME2559  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 ME2559  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 ME2559  HORZ ORDER      -  THIRD
 ME2559
 ME2559.The horizontal coordinates were established by classical geodetic methods
 ME2559.and adjusted by the National Geodetic Survey in May 1999.
 ME2559
 ME2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2559.GEOID18 height accuracy estimate available here.
 ME2559
 ME2559.Click photographs - Photos may exist for this station.
 ME2559
 ME2559.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2559
 ME2559. The following values were computed from the NAD 83(1997) position.
 ME2559
 ME2559;                    North         East     Units Scale Factor Converg.
 ME2559;SPC IN W     -   660,544.847   869,419.983   MT  0.99997817   -0 14 24.4
 ME2559;SPC IN W     - 2,167,137.55  2,852,422.06   sFT  0.99997817   -0 14 24.4
 ME2559;UTM  16      - 4,560,768.282   462,443.663   MT  0.99961736   -0 17 42.0
 ME2559
 ME2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6244360768(NAD 83)
 ME2559
 ME2559                          SUPERSEDED SURVEY CONTROL
 ME2559
 ME2559  NAD 83(1986)-  41 11 50.67234(N)    087 26 52.43738(W) AD(       ) 3
 ME2559  NAD 27      -  41 11 50.55900(N)    087 26 52.31700(W) AD(       ) 3
 ME2559
 ME2559.Superseded values are not recommended for survey control.
 ME2559
 ME2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2559.See file dsdata.pdf to determine how the superseded data were derived.
 ME2559
 ME2559_MARKER: 65 = GRAIN ELEVATOR
 ME2559
 ME2559  HISTORY     - Date     Condition        Report By
 ME2559  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2559
 ME2559                          STATION DESCRIPTION
 ME2559
 ME2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2559'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF SCHNEIDER, 300 FEET
 ME2559'WEST OF THE
 ME2559'MAINLINE OF THE NEW YORK CENTRAL RAILROAD TRACKS AND 150 FEET EAST OF
 ME2559'U.S.  HIGHWAY 41.  IT IS A SQUARE
 ME2559'CONCRETE GRAIN ELEVATOR, 150 FEET HIGH WITH STORAGE BINS ON
 ME2559'THE NORTH AND NORTHEAST SIDES AND A TALL BRICK
 ME2559'STACK ON THE SOUTHEAST SIDE.  THE POINT OF
 ME2559'INTERSECTION WAS A RED LIGHT AT THE CENTER OF THE TOP OF THE
 ME2559'GRAIN ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1872 ***********************************************************************
 JA1872  DESIGNATION -  SCHNELLVILLE SACRED HEART CH
 JA1872  PID         -  JA1872
 JA1872  STATE/COUNTY-  IN/DUBOIS
 JA1872  COUNTRY     -  US
 JA1872  USGS QUAD   -  SAINT ANTHONY (2019)
 JA1872
 JA1872                         *CURRENT SURVEY CONTROL
 JA1872  ______________________________________________________________________
 JA1872* NAD 83(1997) POSITION- 38 20 29.74111(N) 086 45 16.41859(W)   ADJUSTED
 JA1872  ______________________________________________________________________
 JA1872  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 JA1872  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 JA1872  HORZ ORDER      -  THIRD
 JA1872
 JA1872.The horizontal coordinates were established by classical geodetic methods
 JA1872.and adjusted by the National Geodetic Survey in May 1999.
 JA1872
 JA1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1872.GEOID18 height accuracy estimate available here.
 JA1872
 JA1872.Click photographs - Photos may exist for this station.
 JA1872
 JA1872.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1872
 JA1872. The following values were computed from the NAD 83(1997) position.
 JA1872
 JA1872;                    North         East     Units Scale Factor Converg.
 JA1872;SPC IN W     -   343,460.837   928,741.525   MT  0.99997684   +0 12 14.2
 JA1872;SPC IN W     - 1,126,837.76  3,047,046.15   sFT  0.99997684   +0 12 14.2
 JA1872;UTM  16      - 4,243,745.271   521,448.588   MT  0.99960567   +0 09 08.1
 JA1872
 JA1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2144843745(NAD 83)
 JA1872
 JA1872                          SUPERSEDED SURVEY CONTROL
 JA1872
 JA1872  NAD 83(1993)-  38 20 29.74510(N)    086 45 16.42099(W) AD(       ) 3
 JA1872  NAD 83(1986)-  38 20 29.74801(N)    086 45 16.42200(W) AD(       ) 3
 JA1872  NAD 27      -  38 20 29.54800(N)    086 45 16.45200(W) AD(       ) 3
 JA1872
 JA1872.Superseded values are not recommended for survey control.
 JA1872
 JA1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1872.See file dsdata.pdf to determine how the superseded data were derived.
 JA1872
 JA1872_MARKER: 90 = CHURCH SPIRE
 JA1872
 JA1872  HISTORY     - Date     Condition        Report By
 JA1872  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1872
 JA1872                          STATION DESCRIPTION
 JA1872
 JA1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1872'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED IN NORTH SHNELLVILLE
 JA1872'ON A HIGH HILL.  THE
 JA1872'CHURCH IS OF RED BRICK CONSTRUCTION WITH A LIGHT
 JA1872'BROWN SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1632 ***********************************************************************
 MD1632  DESIGNATION -  SCHOOL
 MD1632  PID         -  MD1632
 MD1632  STATE/COUNTY-  IN/NOBLE
 MD1632  COUNTRY     -  US
 MD1632  USGS QUAD   -  ORMAS (2019)
 MD1632
 MD1632                         *CURRENT SURVEY CONTROL
 MD1632  ______________________________________________________________________
 MD1632* NAD 83(1997) POSITION- 41 19 39.03853(N) 085 35 48.81945(W)   ADJUSTED
 MD1632* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 MD1632  ______________________________________________________________________
 MD1632  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 MD1632  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 MD1632  HORZ ORDER      -  SECOND
 MD1632
 MD1632.The horizontal coordinates were established by classical geodetic methods
 MD1632.and adjusted by the National Geodetic Survey in May 1999.
 MD1632
 MD1632.The orthometric height was scaled from a topographic map.
 MD1632
 MD1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1632.GEOID18 height accuracy estimate available here.
 MD1632
 MD1632.Click photographs - Photos may exist for this station.
 MD1632
 MD1632.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1632
 MD1632. The following values were computed from the NAD 83(1997) position.
 MD1632
 MD1632;                    North         East     Units Scale Factor Converg.
 MD1632;SPC IN E     -   674,931.713   105,840.963   MT  0.99996709   +0 02 45.9
 MD1632;SPC IN E     - 2,214,338.46    347,246.56   sFT  0.99996709   +0 02 45.9
 MD1632;UTM  16      - 4,576,064.414   617,418.817   MT  0.99976968   +0 55 36.0
 MD1632
 MD1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1632!SPC IN E     -   0.99996102  x   0.99996709  =   0.99992811
 MD1632!UTM  16      -   0.99996102  x   0.99976968  =   0.99973071
 MD1632
 MD1632:                Primary Azimuth Mark                     Grid Az
 MD1632:SPC IN E     -  SCHOOL AZ MK                             339 24 45.2
 MD1632:UTM  16      -  SCHOOL AZ MK                             338 31 55.1
 MD1632
 MD1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1741876064(NAD 83)
 MD1632
 MD1632|---------------------------------------------------------------------|
 MD1632| PID    Reference Object                     Distance      Geod. Az  |
 MD1632|                                                           dddmmss.s |
 MD1632| CD1187 SCHOOL RM 1                          28.367 METERS 16613     |
 MD1632| CD1188 SCHOOL RM 2                          29.873 METERS 28502     |
 MD1632| CD1186 SCHOOL AZ MK                                       3392731.1 |
 MD1632|---------------------------------------------------------------------|
 MD1632
 MD1632                          SUPERSEDED SURVEY CONTROL
 MD1632
 MD1632  NAD 83(1995)-  41 19 39.04125(N)    085 35 48.82710(W) AD(       ) 2
 MD1632  NAD 83(1986)-  41 19 39.04102(N)    085 35 48.82998(W) AD(       ) 2
 MD1632  NAD 27      -  41 19 38.86930(N)    085 35 48.88770(W) AD(       ) 2
 MD1632
 MD1632.Superseded values are not recommended for survey control.
 MD1632
 MD1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1632.See file dsdata.pdf to determine how the superseded data were derived.
 MD1632
 MD1632_MARKER: DS = TRIANGULATION STATION DISK
 MD1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1632_STAMPING: SCHOOL 1946
 MD1632_MARK LOGO: CGS
 MD1632_PROJECTION: FLUSH
 MD1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1632+STABILITY: SURFACE MOTION
 MD1632
 MD1632  HISTORY     - Date     Condition        Report By
 MD1632  HISTORY     - 1946     MONUMENTED       CGS
 MD1632  HISTORY     - 1947     GOOD             CGS
 MD1632  HISTORY     - 1960     GOOD             CGS
 MD1632
 MD1632                          STATION DESCRIPTION
 MD1632
 MD1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1632'THE STATION IS LOCATED IN THE SCHOOL YARD OF THE WASHINGTON TOWNSHIP
 MD1632'SCHOOL, ABOUT 3-1/2 MILES SOUTHEAST OF INDIAN VILLAGE AND 5-1/4 MILES
 MD1632'WEST OF WOLF LAKE.
 MD1632'
 MD1632'IT IS 122 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND
 MD1632'44 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 MD1632'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED SCHOOL 1946.
 MD1632'
 MD1632'REFERENCE MARK NO. 1 IS 93.07 FEET SOUTH OF THE STATION, 24 FEET WEST
 MD1632'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 16 FEET NORTH OF A
 MD1632'CONCRETE FENCE CORNER POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1632'DISK IS STAMPED SCHOOL NO 1 1946.
 MD1632'
 MD1632'REFERENCE MARK NO. 2 IS 98.01 FEET WEST OF THE STATION AND 24 FEET
 MD1632'EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING.  THE MARK IS
 MD1632'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SCHOOL NO 2 1946.
 MD1632'
 MD1632'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION,
 MD1632'100 YARDS SOUTHEAST OF A WHITE HOUSE, 23 FEET SOUTH OF THE APPROXIMATE
 MD1632'CENTERLINE OF A GRAVEL ROAD, 2-1/2 FEET WEST OF A POWERLINE POLE AND 1
 MD1632'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 8
 MD1632'INCHES AND THE DISK IS STAMPED SCHOOL 1946.
 MD1632'
 MD1632'TO REACH THE STATION FROM INDIAN VILLAGE, GO SOUTH ON STATE HIGHWAY 5
 MD1632'FOR 3.0 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO EAST FOR 2.0
 MD1632'MILES TO A T-ROAD LEFT AND A SMALL GAS STATION ON THE RIGHT.  TURN
 MD1632'LEFT AND GO NORTH FOR 0.2 MILE TO THE WASHINGTON TOWNSHIP SCHOOL ON
 MD1632'THE LEFT AND THE STATION AS DESCRIBED.  CONTINUE NORTH ON GRAVEL ROAD
 MD1632'FOR 0.3 MILE TO A T-ROAD, TURN LEFT AND GO WEST FOR 0.15 MILE TO A
 MD1632'WHITE HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 MD1632'DESCRIBED.
 MD1632'
 MD1632'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1632
 MD1632                          STATION RECOVERY (1947)
 MD1632
 MD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1632'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF A CHANGE IN
 MD1632'THE DIRECTION TO AZIMUTH MARK.
 MD1632
 MD1632                          STATION RECOVERY (1960)
 MD1632
 MD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1632'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1632'AS HEREINAFTER CORRECTED OR AMENDED.
 MD1632'
 MD1632'STATION IS 45 FEET W OF CENTER LINE OF NOW 18-FOOT ASPHALT ROAD,
 MD1632'118-1/2 FEET E OF PROJECTED PLANE OF E WALL OF SCHOOL BUILDING, AND 27
 MD1632'FEET S OF PLANE OF S WALL OF SAME.
 MD1632'
 MD1632'REFERENCE MARK NO. 2 IS 139 FEET W OF CENTER LINE OF ROAD, AND 3-1/2
 MD1632'FEET S OF PROJECTED PLANE OF S WALL OF THE BRICK SCHOOL BUILDING.
 MD1632'
 MD1632'AZIMUTH MARK, NOTE 16A, IS ABOUT 195 YARDS W OF ROAD T-INTERSECTION,
 MD1632'ABOUT 4 FEET HIGHER THAN THE CENTER OF THE ROAD, AND 2 FEET E OF STEEL
 MD1632'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2195 ***********************************************************************
 LB2195  DESIGNATION -  SCHRINER
 LB2195  PID         -  LB2195
 LB2195  STATE/COUNTY-  IN/NEWTON
 LB2195  COUNTRY     -  US
 LB2195  USGS QUAD   -  GOODLAND (2019)
 LB2195
 LB2195                         *CURRENT SURVEY CONTROL
 LB2195  ______________________________________________________________________
 LB2195* NAD 83(1997) POSITION- 40 48 33.37630(N) 087 19 18.20568(W)   ADJUSTED
 LB2195* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 LB2195  ______________________________________________________________________
 LB2195  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 LB2195  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LB2195  HORZ ORDER      -  FIRST
 LB2195
 LB2195.The horizontal coordinates were established by classical geodetic methods
 LB2195.and adjusted by the National Geodetic Survey in May 1999.
 LB2195
 LB2195.The orthometric height was scaled from a topographic map.
 LB2195
 LB2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2195.GEOID18 height accuracy estimate available here.
 LB2195
 LB2195.Click photographs - Photos may exist for this station.
 LB2195
 LB2195.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2195
 LB2195. The following values were computed from the NAD 83(1997) position.
 LB2195
 LB2195;                    North         East     Units Scale Factor Converg.
 LB2195;SPC IN W     -   617,405.422   879,885.930   MT  0.99997164   -0 09 20.9
 LB2195;SPC IN W     - 2,025,604.29  2,886,759.09   sFT  0.99997164   -0 09 20.9
 LB2195;UTM  16      - 4,517,634.496   472,864.668   MT  0.99960906   -0 12 36.9
 LB2195
 LB2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2195!SPC IN W     -   0.99997355  x   0.99997164  =   0.99994519
 LB2195!UTM  16      -   0.99997355  x   0.99960906  =   0.99958262
 LB2195
 LB2195:                Primary Azimuth Mark                     Grid Az
 LB2195:SPC IN W     -  SCHRINER AZ MK                           267 11 07.6
 LB2195:UTM  16      -  SCHRINER AZ MK                           267 14 23.6
 LB2195
 LB2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7286417634(NAD 83)
 LB2195
 LB2195|---------------------------------------------------------------------|
 LB2195| PID    Reference Object                     Distance      Geod. Az  |
 LB2195|                                                           dddmmss.s |
 LB2195| CM4533 SCHRINER RM 1                        26.509 METERS 09740     |
 LB2195| LB2194 GOODLAND SS PETER AND PAUL CH       APPROX. 5.9 KM 1555752.7 |
 LB2195| CM4534 SCHRINER RM 2                        25.971 METERS 22342     |
 LB2195| LB2196 KENTLAND MUNICIPAL TANK             APPROX.11.3 KM 2462127.4 |
 LB2195| CM4532 SCHRINER AZ MK                                     2670146.7 |
 LB2195|---------------------------------------------------------------------|
 LB2195
 LB2195                          SUPERSEDED SURVEY CONTROL
 LB2195
 LB2195  NAD 83(1986)-  40 48 33.38176(N)    087 19 18.21553(W) AD(       ) 1
 LB2195  NAD 27      -  40 48 33.24350(N)    087 19 18.13320(W) AD(       ) 1
 LB2195
 LB2195.Superseded values are not recommended for survey control.
 LB2195
 LB2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2195.See file dsdata.pdf to determine how the superseded data were derived.
 LB2195
 LB2195_MARKER: DS = TRIANGULATION STATION DISK
 LB2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2195_STAMPING: SCHRINER 1947
 LB2195_MARK LOGO: CGS
 LB2195_PROJECTION: FLUSH
 LB2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2195+STABILITY: SURFACE MOTION
 LB2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2195+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 LB2195
 LB2195  HISTORY     - Date     Condition        Report By
 LB2195  HISTORY     - 1947     MONUMENTED       CGS
 LB2195  HISTORY     - 1955     GOOD             CGS
 LB2195  HISTORY     - 20070606 GOOD             INDIV
 LB2195
 LB2195                          STATION DESCRIPTION
 LB2195
 LB2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2195'THE STATION IS LOCATED 4-1/2 MILES SOUTHEAST OF BROOK AND 3-1/2 MILES
 LB2195'NORTHWEST OF GOODLAND, ON PROPERTY OWNED BY THE GALBRAITH ESTATE.
 LB2195'IT IS 150 YARDS SOUTH OF A FARMHOUSE, 40 FEET NORTH OF THE CENTER OF
 LB2195'A GRAVEL ROAD, 13 NORTH OF A FENCELINE AND 13 FEET NORTH OF A
 LB2195'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2195'SCHRINER 1947.
 LB2195'
 LB2195'REFERENCE MARK NO. 1 IS 86.97 FEET EAST OF THE STATION.  IT IS 27
 LB2195'FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2195'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SCHRINER NO 1
 LB2195'1947.
 LB2195'
 LB2195'REFERENCE MARK NO. 2 IS 85.21 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2195'24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2195'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SCHRINER NO 2
 LB2195'1947.
 LB2195'
 LB2195'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 20 FEET
 LB2195'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET EAST OF A WHITE
 LB2195'WITNESS POST AND 1 FOOT NORTH OF A FENCE CORNER.  THE MARK PROJECTS
 LB2195'2 INCHES AND THE DISK IS STAMPED SCHRINER 1947.
 LB2195'
 LB2195'TO REACH THE STATION FROM THE INTERSECTION OF JASPER AND NEWTON
 LB2195'STREETS AND U. S. HIGHWAY 24 IN GOODLAND, GO WEST ON HIGHWAY 24 FOR
 LB2195'1.1 MILE TO THE JUNCTION OF STATE HIGHWAY 55, TURN RIGHT AND GO
 LB2195'NORTH ON HIGHWAY 55 FOR 3.6 MILES TO A CROSSROAD, TURN LEFT AND GO
 LB2195'WEST 0.7 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2195'
 LB2195'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2195
 LB2195                          STATION RECOVERY (1955)
 LB2195
 LB2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2195'THE STATION REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK RECOVERED
 LB2195'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 LB2195'DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE 1947 OBSERVATIONS.
 LB2195'THE DIRECTIONS TO THE AZIMUTH MARK ALSO CHECKED WITH THE 1947
 LB2195'OBSERVATIONS.  THE OLD DESCRIPTION IS ADEQUATE.
 LB2195'
 LB2195'HEIGHT OF LIGHT ABOVE GROUND 34 METERS.
 LB2195
 LB2195                          STATION RECOVERY (2007)
 LB2195
 LB2195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLZ)
 LB2195'THE STATION IS 4.5 MI (7.2 KM) SOUTHEAST OF BROOK AND 3.5 MI
 LB2195'(5.6 KM) NORTH OF GOODLAND, ON PROPERTY OWNED BY JOHN AND
 LB2195'CHERYL DURHAM. TO REACH THE STATION FROM THE JUNCTION OF
 LB2195'STATE HIGHWAY 55 AND STATE ROUTE 24 IN GOODLAND, PROCEED
 LB2195'0.5 MI (0.8 KM) NORTH ON STATE HIGHWAY 55. TURN RIGHT,
 LB2195'CONTINUE EAST 0.5 MI (0.8 KM) ALONG STATE HIGHWAY 55. TURN
 LB2195'LEFT, CONTINUE NORTH 2.5 MI (4.0 KM) ALONG STATE HIGHWAY 55
 LB2195'TO COUNTY ROAD 1300 SOUTH. TURN LEFT, GO WEST ALONG
 LB2195'COUNTY ROAD 1300 SOUTH 0.7 MI (1.1 KM) TO STATION ON RIGHT.
 LB2195'THE STATION IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 LB2195'FLUSH WITH THE GROUND. THE STATION IS 256.7 FT (78.2 M)
 LB2195'EAST OF A 48 INCH CORRUGATED METAL PIPE, 38.3 FT (11.7 M)
 LB2195'NORTH OF THE CENTERLINE OF COUNTY ROAD 1300 SOUTH, 13.4 FT (4.1 M)
 LB2195'NORTH OF A CARSONITE SURVEY MARKER, 12.8 FT (3.9 M) NORTH OF A 4-FOOT
 LB2195'HIGH WIRE FENCE, REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.
 LB2195'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1696 ***********************************************************************
 MD1696  DESIGNATION -  SCHROCK
 MD1696  PID         -  MD1696
 MD1696  STATE/COUNTY-  IN/LAGRANGE
 MD1696  COUNTRY     -  US
 MD1696  USGS QUAD   -  TOPEKA (2019)
 MD1696
 MD1696                         *CURRENT SURVEY CONTROL
 MD1696  ______________________________________________________________________
 MD1696* NAD 83(1997) POSITION- 41 34 57.54608(N) 085 34 42.54402(W)   ADJUSTED
 MD1696* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 MD1696  ______________________________________________________________________
 MD1696  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 MD1696  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 MD1696  HORZ ORDER      -  SECOND
 MD1696
 MD1696.The horizontal coordinates were established by classical geodetic methods
 MD1696.and adjusted by the National Geodetic Survey in May 1999.
 MD1696
 MD1696.The orthometric height was scaled from a topographic map.
 MD1696
 MD1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1696.GEOID18 height accuracy estimate available here.
 MD1696
 MD1696.Click photographs - Photos may exist for this station.
 MD1696
 MD1696.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1696
 MD1696. The following values were computed from the NAD 83(1997) position.
 MD1696
 MD1696;                    North         East     Units Scale Factor Converg.
 MD1696;SPC IN E     -   703,268.826   107,353.263   MT  0.99996733   +0 03 30.7
 MD1696;SPC IN E     - 2,307,307.81    352,208.16   sFT  0.99996733   +0 03 30.7
 MD1696;UTM  16      - 4,604,415.906   618,494.124   MT  0.99977279   +0 56 36.8
 MD1696
 MD1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1696!SPC IN E     -   0.99996274  x   0.99996733  =   0.99993007
 MD1696!UTM  16      -   0.99996274  x   0.99977279  =   0.99973554
 MD1696
 MD1696:                Primary Azimuth Mark                     Grid Az
 MD1696:SPC IN E     -  SCHROCK AZ MK                            356 02 50.4
 MD1696:UTM  16      -  SCHROCK AZ MK                            355 09 44.3
 MD1696
 MD1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1849404415(NAD 83)
 MD1696
 MD1696|---------------------------------------------------------------------|
 MD1696| PID    Reference Object                     Distance      Geod. Az  |
 MD1696|                                                           dddmmss.s |
 MD1696| CD1191 SCHROCK RM 2                         33.497 METERS 22732     |
 MD1696| CD1189 SCHROCK AZ MK                                      3560621.1 |
 MD1696| CD1190 SCHROCK RM 1                         29.313 METERS 35945     |
 MD1696|---------------------------------------------------------------------|
 MD1696
 MD1696                          SUPERSEDED SURVEY CONTROL
 MD1696
 MD1696  NAD 83(1995)-  41 34 57.54759(N)    085 34 42.55027(W) AD(       ) 2
 MD1696  NAD 83(1994)-  41 34 57.54970(N)    085 34 42.55110(W) AD(       ) 2
 MD1696  NAD 83(1986)-  41 34 57.54813(N)    085 34 42.55404(W) AD(       ) 2
 MD1696  NAD 27      -  41 34 57.36320(N)    085 34 42.61470(W) AD(       ) 2
 MD1696
 MD1696.Superseded values are not recommended for survey control.
 MD1696
 MD1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1696.See file dsdata.pdf to determine how the superseded data were derived.
 MD1696
 MD1696_MARKER: DS = TRIANGULATION STATION DISK
 MD1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1696_STAMPING: SCHROCK 1947
 MD1696_MARK LOGO: CGS
 MD1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1696+STABILITY: SURFACE MOTION
 MD1696
 MD1696  HISTORY     - Date     Condition        Report By
 MD1696  HISTORY     - 1947     MONUMENTED       CGS
 MD1696  HISTORY     - 1960     GOOD             CGS
 MD1696  HISTORY     - 19940509 GOOD             USPSQD
 MD1696
 MD1696                          STATION DESCRIPTION
 MD1696
 MD1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1696'STATION IS LOCATED ABOUT 9 MILES NORTH OF LIGONIER AND 2 MILES
 MD1696'NORTHEAST OF SCHROCK ON THE EAST SIDE OF STATE HIGHWAY NO. 5.  IT IS
 MD1696'66 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL CROSSROAD AND STATE
 MD1696'HIGHWAY NO. 5, 38 FEET EAST OF THE CENTERLINE OF HIGHWAY, 5 FEET NORTH
 MD1696'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK
 MD1696'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SCHROCK 1947.
 MD1696'
 MD1696'REFERENCE MARK NO. 1 IS 96.17 FEET NORTHWEST OF THE STATION.  IT IS 38
 MD1696'FEET EAST OF THE CENTERLINE OF HIGHWAY AND 1 FOOT WEST OF A FENCELINE.
 MD1696'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHROCK NO 1 1947.
 MD1696'
 MD1696'REFERENCE MARK NO. 2 IS 109.90 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1696'42 FEET WEST OF THE CENTERLINE OF HIGHWAY, 21 FEET SOUTH OF THE
 MD1696'CENTERLINE OF GRAVEL ROAD AND 1 FOOT NORTH OF A FENCELINE.  THE MARK
 MD1696'PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHROCK NO 2 1947.
 MD1696'
 MD1696'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 38 FEET WEST
 MD1696'OF THE CENTER OF STATE HIGHWAY NO. 5, 4 FEET SOUTH OF A WHITE WITNESS
 MD1696'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND
 MD1696'THE DISK IS STAMPED SCHROCK 1947.
 MD1696'
 MD1696'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1696'HIGHWAY NO. 5 IN LIGONIER GO NORTH ON STATE HIGHWAY NO. 5 FOR 8.6
 MD1696'MILES TO A GRAVEL CROSSROAD AND STATION IN THE NORTHEAST ANGLE,
 MD1696'CONTINUE FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
 MD1696'
 MD1696'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1696
 MD1696                          STATION RECOVERY (1960)
 MD1696
 MD1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1696'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1696'DESCRIBED.
 MD1696'
 MD1696'ABOUT 5.0 MILES S ALONG NO. 5 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1696'NO. 20 U.S.  HWY., 2.0 MILES W AND 3.0 MILES N OF TOPEKA, 1-1/4 MILES
 MD1696'E OF THE CENTER OF HONEYVILLE A SETTLEMENT ONCE CALLED SCHROCK, 52
 MD1696'FEET N OF CENTER LINE OF GRAVEL ROAD (IT IS ASPHALT W TO HONEYVILLE)
 MD1696'37 FEET E OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT OF HWY., 1.2 FEET
 MD1696'LOWER THAN SAME, AND 1.9 FEET N OF STEEL WITNESS POST, STANDARD DISKS
 MD1696'STAMPED SCHROCK 1947 ARE SET IN 1A AND 7A MARKS, THE UPPER MARK
 MD1696'PROJECTING 0.3 FOOT ABOVE GROUND.
 MD1696'
 MD1696'REFERENCE STAMPED SCHROCK NO 1 1947, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1696'96.23 FEET OR 29.331 METERS N IN AZIMUTH 179 DEG 45 MIN FROM STATION
 MD1696'AND 38 FEET E OF CENTER LINE OF HIGHWAY.
 MD1696'
 MD1696'REFERENCE STAMPED SCHROCK NO 2 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1696'109.90 FEET OR 33.497 METERS SW IN AZIMUTH 47 DEG 32 MIN FROM STATION,
 MD1696'46 FEET W OF CENTER LINE OF HWY., 20 FEET S OF CENTER LINE OF ROAD,
 MD1696'AND 1 FOOT N OF A FENCE.
 MD1696'
 MD1696'AZIMUTH MARK STAMPED SCHROCK 1947, NOTE 16A, PROJECTS 0.5 FOOT, IS 0.3
 MD1696'MILE N OF THE STATION, 51 FEET N OF FENCE T-INTERSECTION, 39 FEET W OF
 MD1696'CENTER LINE OF HWY., 1 FOOT E OF FENCE, AND 1.7 FEET S OF STEEL
 MD1696'WITNESS POST.
 MD1696
 MD1696                          STATION RECOVERY (1994)
 MD1696
 MD1696'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2531 ***********************************************************************
 LB2531  DESIGNATION -  SCIRCLE
 LB2531  PID         -  LB2531
 LB2531  STATE/COUNTY-  IN/CLINTON
 LB2531  COUNTRY     -  US
 LB2531  USGS QUAD   -  HILLISBURG (2019)
 LB2531
 LB2531                         *CURRENT SURVEY CONTROL
 LB2531  ______________________________________________________________________
 LB2531* NAD 83(1997) POSITION- 40 21 34.54061(N) 086 19 54.26843(W)   ADJUSTED
 LB2531* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 LB2531  ______________________________________________________________________
 LB2531  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 LB2531  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LB2531  HORZ ORDER      -  THIRD
 LB2531
 LB2531.The horizontal coordinates were established by classical geodetic methods
 LB2531.and adjusted by the National Geodetic Survey in May 1999.
 LB2531
 LB2531.The orthometric height was scaled from a topographic map.
 LB2531
 LB2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2531.GEOID18 height accuracy estimate available here.
 LB2531
 LB2531.Click photographs - Photos may exist for this station.
 LB2531
 LB2531.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2531
 LB2531. The following values were computed from the NAD 83(1997) position.
 LB2531
 LB2531;                    North         East     Units Scale Factor Converg.
 LB2531;SPC IN W     -   567,716.175   963,841.587   MT  1.00001682   +0 29 12.2
 LB2531;SPC IN W     - 1,862,582.15  3,162,203.61   sFT  1.00001682   +0 29 12.2
 LB2531;UTM  16      - 4,467,884.238   556,742.234   MT  0.99963963   +0 25 58.0
 LB2531
 LB2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2531!SPC IN W     -   0.99996351  x   1.00001682  =   0.99998033
 LB2531!UTM  16      -   0.99996351  x   0.99963963  =   0.99960315
 LB2531
 LB2531:                Primary Azimuth Mark                     Grid Az
 LB2531:SPC IN W     -  SCIRCLE AZ MK                            266 12 58.7
 LB2531:UTM  16      -  SCIRCLE AZ MK                            266 16 12.9
 LB2531
 LB2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5674267884(NAD 83)
 LB2531
 LB2531|---------------------------------------------------------------------|
 LB2531| PID    Reference Object                     Distance      Geod. Az  |
 LB2531|                                                           dddmmss.s |
 LB2531| CD1193 SCIRCLE RM 1                         26.746 METERS 10554     |
 LB2531| CD1194 SCIRCLE RM 2                         27.252 METERS 23214     |
 LB2531| CD1192 SCIRCLE AZ MK                                      2664210.9 |
 LB2531|---------------------------------------------------------------------|
 LB2531
 LB2531                          SUPERSEDED SURVEY CONTROL
 LB2531
 LB2531  NAD 83(1986)-  40 21 34.54618(N)    086 19 54.28152(W) AD(       ) 3
 LB2531  NAD 27      -  40 21 34.40950(N)    086 19 54.28420(W) AD(       ) 3
 LB2531
 LB2531.Superseded values are not recommended for survey control.
 LB2531
 LB2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2531.See file dsdata.pdf to determine how the superseded data were derived.
 LB2531
 LB2531_MARKER: DS = TRIANGULATION STATION DISK
 LB2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2531_STAMPING: SCIRCLE 1954
 LB2531_MARK LOGO: CGS
 LB2531_PROJECTION: RECESSED 46 CENTIMETERS
 LB2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2531+STABILITY: SURFACE MOTION
 LB2531
 LB2531  HISTORY     - Date     Condition        Report By
 LB2531  HISTORY     - 1954     MONUMENTED       CGS
 LB2531
 LB2531                          STATION DESCRIPTION
 LB2531
 LB2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2531'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF RUSSIAVILLE, 4 MILES
 LB2531'NORTHEAST OF MICHIGANTOWN AND 1/2 MILE SOUTH OF FOREST AND ON THE
 LB2531'PROPERTY OF PAUL DAVIS.  IT IS 45 FEET NORTHWEST OF A FENCE CORNER,
 LB2531'44 FEET NORTHWEST OF A POWER LINE POLE, 44 FEET WEST OF THE CENTER OF
 LB2531'A GRAVEL DRIVEWAY, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN
 LB2531'AND 24 FEET NORTH OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK
 LB2531'IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED SCIRCLE 1954.
 LB2531'
 LB2531'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE GRAVEL
 LB2531'ROAD, 11 FEET SOUTH OF A 24 INCH MAPLE TREE AND 1 FOOT NORTHWEST OF
 LB2531'A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED SCIRCLE
 LB2531'NO 1 1954.
 LB2531'
 LB2531'REFERENCE MARK NO. 2 IS 23 FEET WEST OF A TELEPHONE POLE, 14 FEET
 LB2531'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE
 LB2531'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SCIRCLE NO 2 1954.
 LB2531'
 LB2531'AZIMUTH MARK IS 69 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL T
 LB2531'ROAD, 26 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A
 LB2531'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 LB2531'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2531'SCIRCLE 1954.
 LB2531'
 LB2531'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FOREST GO SOUTH ON
 LB2531'PAVED ROAD FOR 0.1 MILE TO THE END OF PAVEMENT, CONTINUE SOUTH ON
 LB2531'GRAVEL ROAD FOR 0.3 MILE TO A T ROAD, TURN LEFT AND GO EAST FOR
 LB2531'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2531'
 LB2531'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL ROAD FOR
 LB2531'0.25 MILE TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 LB2531'
 LB2531'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2532 ***********************************************************************
 LB2532  DESIGNATION -  SCIRCLEVILLE GRAIN ELEVATOR
 LB2532  PID         -  LB2532
 LB2532  STATE/COUNTY-  IN/CLINTON
 LB2532  COUNTRY     -  US
 LB2532  USGS QUAD   -  HILLISBURG (2019)
 LB2532
 LB2532                         *CURRENT SURVEY CONTROL
 LB2532  ______________________________________________________________________
 LB2532* NAD 83(1997) POSITION- 40 17 13.30979(N) 086 18 06.16929(W)   ADJUSTED
 LB2532  ______________________________________________________________________
 LB2532  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 LB2532  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LB2532  HORZ ORDER      -  THIRD
 LB2532
 LB2532.The horizontal coordinates were established by classical geodetic methods
 LB2532.and adjusted by the National Geodetic Survey in May 1999.
 LB2532
 LB2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2532.GEOID18 height accuracy estimate available here.
 LB2532
 LB2532.Click photographs - Photos may exist for this station.
 LB2532
 LB2532.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2532
 LB2532. The following values were computed from the NAD 83(1997) position.
 LB2532
 LB2532;                    North         East     Units Scale Factor Converg.
 LB2532;SPC IN W     -   559,680.840   966,463.338   MT  1.00002102   +0 30 19.5
 LB2532;SPC IN W     - 1,836,219.56  3,170,805.13   sFT  1.00002102   +0 30 19.5
 LB2532;UTM  16      - 4,459,849.472   559,355.434   MT  0.99964337   +0 27 05.5
 LB2532
 LB2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5935559849(NAD 83)
 LB2532
 LB2532                          SUPERSEDED SURVEY CONTROL
 LB2532
 LB2532  NAD 83(1986)-  40 17 13.31562(N)    086 18 06.18230(W) AD(       ) 3
 LB2532  NAD 27      -  40 17 13.18416(N)    086 18 06.18694(W) AD(       ) 3
 LB2532
 LB2532.Superseded values are not recommended for survey control.
 LB2532
 LB2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2532.See file dsdata.pdf to determine how the superseded data were derived.
 LB2532
 LB2532_MARKER: 65 = GRAIN ELEVATOR
 LB2532
 LB2532  HISTORY     - Date     Condition        Report By
 LB2532  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2532
 LB2532                          STATION DESCRIPTION
 LB2532
 LB2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2532'THE SCIRCLEVILLE FARM BUREAU CO-OPERATIVE GRAIN ELEVATOR IS
 LB2532'LOCATED IN SCIRCLEVILLE, ALONG THE NORTH SIDE OF THE RAILROAD.
 LB2532'
 LB2532'THE STATION IS THE RED LIGHT ON TOP OF THE ELEVATOR SHAFT, WHICH
 LB2532'SETS ON THE SOUTH EDGE OF THE TOP OF THE CONCRETE ELEVATOR.  THE
 LB2532'OVERALL HEIGHT IS 186 FEET ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2533 ***********************************************************************
 LB2533  DESIGNATION -  SCIRCLEVILLE MAST UNIDENT
 LB2533  PID         -  LB2533
 LB2533  STATE/COUNTY-  IN/CLINTON
 LB2533  COUNTRY     -  US
 LB2533  USGS QUAD   -  HILLISBURG (2019)
 LB2533
 LB2533                         *CURRENT SURVEY CONTROL
 LB2533  ______________________________________________________________________
 LB2533* NAD 83(1997) POSITION- 40 19 26.66498(N) 086 18 28.52916(W)   ADJUSTED
 LB2533  ______________________________________________________________________
 LB2533  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 LB2533  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LB2533  HORZ ORDER      -  THIRD
 LB2533
 LB2533.The horizontal coordinates were established by classical geodetic methods
 LB2533.and adjusted by the National Geodetic Survey in May 1999.
 LB2533
 LB2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2533.GEOID18 height accuracy estimate available here.
 LB2533
 LB2533.Click photographs - Photos may exist for this station.
 LB2533
 LB2533.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2533
 LB2533. The following values were computed from the NAD 83(1997) position.
 LB2533
 LB2533;                    North         East     Units Scale Factor Converg.
 LB2533;SPC IN W     -   563,789.410   965,899.177   MT  1.00002010   +0 30 06.5
 LB2533;SPC IN W     - 1,849,699.09  3,168,954.22   sFT  1.00002010   +0 30 06.5
 LB2533;UTM  16      - 4,463,957.020   558,795.350   MT  0.99964255   +0 26 52.3
 LB2533
 LB2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5879563957(NAD 83)
 LB2533
 LB2533                          SUPERSEDED SURVEY CONTROL
 LB2533
 LB2533  NAD 83(1986)-  40 19 26.67091(N)    086 18 28.54237(W) AD(       ) 3
 LB2533  NAD 27      -  40 19 26.54140(N)    086 18 28.54883(W) AD(       ) 3
 LB2533
 LB2533.Superseded values are not recommended for survey control.
 LB2533
 LB2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2533.See file dsdata.pdf to determine how the superseded data were derived.
 LB2533
 LB2533_MARKER: 14 = NAVIGATION LIGHT
 LB2533
 LB2533  HISTORY     - Date     Condition        Report By
 LB2533  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2533
 LB2533                          STATION DESCRIPTION
 LB2533
 LB2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2533'SCIRCLEVILLE UNIDENTIFIED MAST IS LOCATED ABOUT 2.5 MILES NORTH OF
 LB2533'SCIRCLEVILLE.
 LB2533'
 LB2533'TO REACH THE STATION FROM WHERE ROAD 1100 E CROSSES THE RAILROAD
 LB2533'TRACKS IN SCIRCLEVILLE, GO NORTH ON ROAD 1100 E FOR 2.5 MILES TO A
 LB2533'CROSSROAD.  TURN LEFT AND GO WEST ON ROAD 250 N FOR 0.5 MILE TO THE
 LB2533'STATION ON THE RIGHT.
 LB2533'
 LB2533'STATION IS THE RED LIGHT ATOP THE RED AND WHITE, TRIANGULAR STEEL
 LB2533'MAST.  THE OVERALL HEIGHT OF THE MAST IS ABOUT 240 FEET AND IT HAS 2
 LB2533'OCTAGON SHAPED REFLECTORS AT THE TOP.
 LB2533'
 LB2533'NOTE--WAS UNABLE TO FIND OUT WHO OWNED AND OPERATED THIS MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2652 ***********************************************************************
 LB2652  DESIGNATION -  SCOONOVER
 LB2652  PID         -  LB2652
 LB2652  STATE/COUNTY-  IN/TIPPECANOE
 LB2652  COUNTRY     -  US
 LB2652  USGS QUAD   -  BROOKSTON SW (2019)
 LB2652
 LB2652                         *CURRENT SURVEY CONTROL
 LB2652  ______________________________________________________________________
 LB2652* NAD 83(1997) POSITION- 40 31 28.72097(N) 086 57 46.77174(W)   ADJUSTED
 LB2652* NAVD 88 ORTHO HEIGHT -   224.00  (+/-2cm)      734.9   (feet) VERTCON3
 LB2652  ______________________________________________________________________
 LB2652  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB2652  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 LB2652  HORZ ORDER      -  THIRD
 LB2652  VERT ORDER      -  THIRD ? (See Below)
 LB2652
 LB2652.The horizontal coordinates were established by classical geodetic methods
 LB2652.and adjusted by the National Geodetic Survey in May 1999.
 LB2652
 LB2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2652
 LB2652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2652.GEOID18 height accuracy estimate available here.
 LB2652
 LB2652.The vertical order pertains to the NGVD 29 superseded value.
 LB2652
 LB2652.Click photographs - Photos may exist for this station.
 LB2652
 LB2652.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2652
 LB2652. The following values were computed from the NAD 83(1997) position.
 LB2652
 LB2652;                    North         East     Units Scale Factor Converg.
 LB2652;SPC IN W     -   585,779.034   910,196.980   MT  0.99996795   +0 04 41.5
 LB2652;SPC IN W     - 1,921,843.38  2,986,204.59   sFT  0.99996795   +0 04 41.5
 LB2652;UTM  16      - 4,485,990.955   503,134.670   MT  0.99960012   +0 01 26.6
 LB2652
 LB2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2652!SPC IN W     -   0.99997015  x   0.99996795  =   0.99993810
 LB2652!UTM  16      -   0.99997015  x   0.99960012  =   0.99957028
 LB2652
 LB2652:                Primary Azimuth Mark                     Grid Az
 LB2652:SPC IN W     -  SCOONOVER AZ MK                          001 02 52.3
 LB2652:UTM  16      -  SCOONOVER AZ MK                          001 06 07.2
 LB2652
 LB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0313485990(NAD 83)
 LB2652
 LB2652|---------------------------------------------------------------------|
 LB2652| PID    Reference Object                     Distance      Geod. Az  |
 LB2652|                                                           dddmmss.s |
 LB2652| CD1196 SCOONOVER RM 1                       26.669 METERS 00022     |
 LB2652| CD1195 SCOONOVER AZ MK                                    0010733.8 |
 LB2652| LB2651 NO 322                               21.986 METERS 12305     |
 LB2652|---------------------------------------------------------------------|
 LB2652
 LB2652                          SUPERSEDED SURVEY CONTROL
 LB2652
 LB2652  NAD 83(1986)-  40 31 28.72785(N)    086 57 46.78284(W) AD(       ) 3
 LB2652  NAD 27      -  40 31 28.60260(N)    086 57 46.75010(W) AD(       ) 3
 LB2652  NGVD 29             224.08   (m)          735.2    (f) LEVELING    3  
 LB2652
 LB2652.Superseded values are not recommended for survey control.
 LB2652
 LB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2652.See file dsdata.pdf to determine how the superseded data were derived.
 LB2652
 LB2652_MARKER: DS = TRIANGULATION STATION DISK
 LB2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2652_STAMPING: SCOONOVER 1955
 LB2652_MARK LOGO: CGS
 LB2652_PROJECTION: FLUSH
 LB2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2652+STABILITY: SURFACE MOTION
 LB2652
 LB2652  HISTORY     - Date     Condition        Report By
 LB2652  HISTORY     - 1955     MONUMENTED       CGS
 LB2652  HISTORY     - 1990     GOOD             USPSQD
 LB2652
 LB2652                          STATION DESCRIPTION
 LB2652
 LB2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2652'STATION IS LOCATED ABOUT 4 MILES NORTH OF KLONDYKE, 4-1/4 MILES
 LB2652'NORTHEAST OF MONTMORENCI AND IS ON ROAD RIGHT-OF-WAY.  IT IS 140
 LB2652'FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 27 FEET WEST OF
 LB2652'THE CENTER OF A PAVED ROAD, 23 FEET NORTH OF A GATE POST, 11 FEET
 LB2652'NORTH OF A TELEPHONE POLE, 5 FEET NORTH OF A WHITE WITNESS POST AND
 LB2652'IS IN A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2652'IS STAMPED SCOONOVER 1955.
 LB2652'
 LB2652'REFERENCE MARK NO. 1 IS 26 FEET WEST OF THE CENTER OF THE PAVED ROAD
 LB2652'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2652'STAMPED SCOONOVER NO 1 1955.
 LB2652'
 LB2652'NO. 322 (IND. GEOD. S.) WAS USED AS A REFERENCE MARK.  IT IS 32 FEET
 LB2652'EAST OF THE CENTER OF A PAVED ROAD AND 3 FEET SOUTHEAST OF A FENCE
 LB2652'CORNER.  THE MARK IS A 4X4 INCH CONCRETE POST THAT IS FLUSH WITH A
 LB2652'STANDARD U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION
 LB2652'MARK DISK IN THE TOP STAMPED NO 322.
 LB2652'
 LB2652'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF A PAVED ROAD, 2 FEET
 LB2652'SOUTH OF A POWER LINE POLE, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT
 LB2652'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 LB2652'THE DISK IS STAMPED SCOONOVER 1955.
 LB2652'
 LB2652'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 231 AND 52
 LB2652'IN MONTMORENCI, GO EAST SOUTH-EAST ON HIGHWAY NOS. 231 AND 52 FOR
 LB2652'4.70 MILES TO A SIDE PAVED ROAD LEFT, TURN LEFT AND GO NORTHLY ON
 LB2652'WINDING PAVED ROAD FOR 4.55 MILES TO THE STATION ON THE LEFT NEAR A
 LB2652'FRAME HOUSE AS DESCRIBED.
 LB2652'
 LB2652'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED ROAD
 LB2652'FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2652'
 LB2652'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2652
 LB2652                          STATION RECOVERY (1990)
 LB2652
 LB2652'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 LB2652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1691 ***********************************************************************
 MD1691  DESIGNATION -  SCOTT
 MD1691  PID         -  MD1691
 MD1691  STATE/COUNTY-  IN/LAGRANGE
 MD1691  COUNTRY     -  US
 MD1691  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1691
 MD1691                         *CURRENT SURVEY CONTROL
 MD1691  ______________________________________________________________________
 MD1691* NAD 83(1997) POSITION- 41 44 34.08916(N) 085 30 02.51252(W)   ADJUSTED
 MD1691* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 MD1691  ______________________________________________________________________
 MD1691  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 MD1691  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 MD1691  HORZ ORDER      -  THIRD
 MD1691
 MD1691.The horizontal coordinates were established by classical geodetic methods
 MD1691.and adjusted by the National Geodetic Survey in May 1999.
 MD1691
 MD1691.The orthometric height was scaled from a topographic map.
 MD1691
 MD1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1691.GEOID18 height accuracy estimate available here.
 MD1691
 MD1691.Click photographs - Photos may exist for this station.
 MD1691
 MD1691.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1691
 MD1691. The following values were computed from the NAD 83(1997) position.
 MD1691
 MD1691;                    North         East     Units Scale Factor Converg.
 MD1691;SPC IN E     -   721,065.223   113,805.412   MT  0.99996901   +0 06 37.8
 MD1691;SPC IN E     - 2,365,694.82    373,376.59   sFT  0.99996901   +0 06 37.8
 MD1691;SPC MI S     -    27,606.452 3,905,660.327   MT  1.00010366   -0 46 18.3
 MD1691;SPC MI S     -    90,572.35 12,813,846.22   iFT  1.00010366   -0 46 18.3
 MD1691;UTM  16      - 4,622,306.663   624,669.026   MT  0.99979126   +0 59 54.0
 MD1691
 MD1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1691!SPC IN E     -   0.99996446  x   0.99996901  =   0.99993347
 MD1691!SPC MI S     -   0.99996446  x   1.00010366  =   1.00006811
 MD1691!UTM  16      -   0.99996446  x   0.99979126  =   0.99975572
 MD1691
 MD1691:                Primary Azimuth Mark                     Grid Az
 MD1691:SPC IN E     -  HOWE                                     110 47 25.9
 MD1691:SPC MI S     -  HOWE                                     111 40 22.0
 MD1691:UTM  16      -  HOWE                                     109 54 09.7
 MD1691
 MD1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2466922306(NAD 83)
 MD1691
 MD1691|---------------------------------------------------------------------|
 MD1691| PID    Reference Object                     Distance      Geod. Az  |
 MD1691|                                                           dddmmss.s |
 MD1691| CD1197 SCOTT AZ MK                                        0043343.2 |
 MD1691| CD1198 SCOTT RM 1                           35.080 METERS 04924     |
 MD1691| MD1508 HOWE MILITARY ACADEMY STACK         APPROX. 6.7 KM 1090617.6 |
 MD1691| MD1507 HOWE                                APPROX. 7.1 KM 1105403.7 |
 MD1691| MD1690 TT 21 D                              32.833 METERS 11524     |
 MD1691|---------------------------------------------------------------------|
 MD1691
 MD1691                          SUPERSEDED SURVEY CONTROL
 MD1691
 MD1691  NAD 83(1995)-  41 44 34.08924(N)    085 30 02.51515(W) AD(       ) 3
 MD1691  NAD 83(1994)-  41 44 34.08976(N)    085 30 02.51668(W) AD(       ) 3
 MD1691  NAD 83(1986)-  41 44 34.09021(N)    085 30 02.52085(W) AD(       ) 3
 MD1691  NAD 27      -  41 44 33.90750(N)    085 30 02.58140(W) AD(       ) 3
 MD1691
 MD1691.Superseded values are not recommended for survey control.
 MD1691
 MD1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1691.See file dsdata.pdf to determine how the superseded data were derived.
 MD1691
 MD1691_MARKER: DS = TRIANGULATION STATION DISK
 MD1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1691_STAMPING: SCOTT 1946
 MD1691_MARK LOGO: CGS
 MD1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1691+STABILITY: SURFACE MOTION
 MD1691
 MD1691  HISTORY     - Date     Condition        Report By
 MD1691  HISTORY     - 1946     MONUMENTED       CGS
 MD1691  HISTORY     - 1960     GOOD             CGS
 MD1691  HISTORY     - 19940509 GOOD             USPSQD
 MD1691
 MD1691                          STATION DESCRIPTION
 MD1691
 MD1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1691'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF A CROSSROADS ABOUT 2
 MD1691'3/4 MILES EAST FROM SCOTT AND 2-1/2 MILES NORTH-NORTHEAST FROM
 MD1691'SEYBERTS.  IT IS 78 FEET WEST- NORTHWEST OF THE INTERSECTION OF A
 MD1691'GRAVEL CROSSROADS AND 25 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 MD1691'GRAVEL ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MD1691'SCOTT 1946.
 MD1691'
 MD1691'REFERENCE MARK NO. 1 IS 115.09 FEET NORTHEAST OF THE STATION AND 15
 MD1691'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 MD1691'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCOTT NO 1 1946.
 MD1691'
 MD1691'TT 21 D (USGS) IS 107.72 FEET SOUTHEAST OF THE STATION, 33 FEET
 MD1691'SOUTHEAST OF THE INTERSECTION OF A GRAVEL CROSSROAD, 4 FEET SOUTH OF A
 MD1691'POWERLINE POLE AND 4 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS AN
 MD1691'8 BY 8 CONCRETE POST PROJECTING ABOUT 4 INCHES.  THE DISK IS A
 MD1691'STANDARD USGS DISK STAMPED TT 21 D 1939 855 FEET ELEV.
 MD1691'
 MD1691'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 22 FEET EAST OF THE
 MD1691'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTH OF A WHITE
 MD1691'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 MD1691'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCOTT 1946.
 MD1691'
 MD1691'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120 AND 9 IN
 MD1691'HOWE, GO NORTH ON STATE HIGHWAY 9 FOR 1.6 MILES TO A GRAVEL CROSSROAD,
 MD1691'TURN LEFT AND GO WEST FOR 3.9 MILES TO A GRAVEL CROSSROADS AND THE
 MD1691'STATION IN THE NORTHWEST ANGLE.  TO REACH THE AZIMUTH MARK FROM THIS
 MD1691'CROSSROADS, GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 MD1691'DESCRIBED.
 MD1691'
 MD1691'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MD1691
 MD1691                          STATION RECOVERY (1960)
 MD1691
 MD1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1691'THE AZIMUTH MARK WAS NOT RECOVERED AND IS SUSPECTED DESTROYED.  ALL
 MD1691'OTHER MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1691'DESCRIBED.
 MD1691'
 MD1691'ABOUT 1.6 MILES N ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1691'NO. 120 INDIANA HWY. IN HOWE THENCE 3.9 MILES W ALONG ASPHALT COUNTY
 MD1691'ROAD TO CROSSROADS AND STATION ON THE RIGHT, 3.0 MILES DUE E ALONG
 MD1691'PAVED ROADS FROM VILLAGE OF SCOTT, 0.35 MILE S OF INDIANA E-W TOLL
 MD1691'ROAD, 23-1/2 FEET N OF CENTER LINE OF 18-FOOT ASPHALT ROAD, 0.7 FOOT
 MD1691'LOWER THAN SAME, 72 FEET W OF CENTER LINE OF GRAVEL ROAD, STANDARD
 MD1691'DISKS ARE STAMPED SCOTT 1946 AND SET IN 1A AND 7A MARKS, THE UPPER
 MD1691'MARK FLUSH WITH GROUND, 2-1/2 FEET N OF FENCE, AND 3 FEET NW OF STEEL
 MD1691'WITNESS POST.
 MD1691'
 MD1691'REFERENCE STAMPED SCOTT NO 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1691'115.08 FEET OR 35.076 METERS NE IN AZIMUTH 229 DEG 24 MIN FROM
 MD1691'STATION, 98 FEET N OF CENTER LINE OF ONE ROAD, 19 FEET E OF CENTER
 MD1691'LINE OF THE OTHER, AND A FOOT W OF A FENCE.
 MD1691'
 MD1691'TRAVERSE STATION AND BENCH MARK STAMPED W TT 21 D 855 1939 (THE 855 IS
 MD1691'ELEVATION IN FEET), SERVING AS A SECOND REFERENCE MARK, IS A STANDARD
 MD1691'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN TOP OF CONCRETE POST
 MD1691'THAT PROJECTS 0.2 FOOT THO IS ONLY FLUSH WITH THE GENERAL LEVEL OF THE
 MD1691'GROUND, IS 107.63 FEET OR 32.806 METERS ESE IN AZIMUTH 295 DEG 25 MIN
 MD1691'FROM STATION, 23 FEET S OF CENTER LINE OF ONE ROAD, 0.4 FOOT HIGHER
 MD1691'THAN SAME, 24 FEET E OF CENTER LINE OF THE OTHER, AND 3.7 FEET SSW OF
 MD1691'CENTER OF A POWER POLE.
 MD1691
 MD1691                          STATION RECOVERY (1994)
 MD1691
 MD1691'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1963 ***********************************************************************
 JA1963  DESIGNATION -  SCOTT
 JA1963  PID         -  JA1963
 JA1963  STATE/COUNTY-  IN/PIKE
 JA1963  COUNTRY     -  US
 JA1963  USGS QUAD   -  OTWELL (2019)
 JA1963
 JA1963                         *CURRENT SURVEY CONTROL
 JA1963  ______________________________________________________________________
 JA1963* NAD 83(1997) POSITION- 38 22 31.70945(N) 087 06 44.08830(W)   ADJUSTED
 JA1963* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 JA1963  ______________________________________________________________________
 JA1963  GEOID HEIGHT    -        -32.108 (meters)                     GEOID18
 JA1963  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 JA1963  HORZ ORDER      -  FIRST
 JA1963
 JA1963.The horizontal coordinates were established by classical geodetic methods
 JA1963.and adjusted by the National Geodetic Survey in May 1999.
 JA1963
 JA1963.The orthometric height was scaled from a topographic map.
 JA1963
 JA1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1963.GEOID18 height accuracy estimate available here.
 JA1963
 JA1963.Click photographs - Photos may exist for this station.
 JA1963
 JA1963.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1963
 JA1963. The following values were computed from the NAD 83(1997) position.
 JA1963
 JA1963;                    North         East     Units Scale Factor Converg.
 JA1963;SPC IN W     -   347,170.754   897,473.550   MT  0.99996675   -0 01 04.6
 JA1963;SPC IN W     - 1,139,009.38  2,944,461.14   sFT  0.99996675   -0 01 04.6
 JA1963;UTM  16      - 4,247,482.031   490,195.493   MT  0.99960118   -0 04 10.9
 JA1963
 JA1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1963!SPC IN W     -   0.99997305  x   0.99996675  =   0.99993980
 JA1963!UTM  16      -   0.99997305  x   0.99960118  =   0.99957424
 JA1963
 JA1963:                Primary Azimuth Mark                     Grid Az
 JA1963:SPC IN W     -  CHAPMAN                                  213 51 23.7
 JA1963:UTM  16      -  CHAPMAN                                  213 54 30.0
 JA1963
 JA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9019547482(NAD 83)
 JA1963
 JA1963|---------------------------------------------------------------------|
 JA1963| PID    Reference Object                     Distance      Geod. Az  |
 JA1963|                                                           dddmmss.s |
 JA1963| CG9896 SCOTT AZ MK                                        1063741.8 |
 JA1963| JA1876 HUNTINGBURG MUN WATER CO STACK      APPROX.16.4 KM 1211934.8 |
 JA1963| JA1880 HUNTINGBURG ST MARYS CATH CH        APPROX.16.8 KM 1215131.5 |
 JA1963| JA1875 HUNTINGBURG SALEM EVAN REF CH       APPROX.16.1 KM 1230953.0 |
 JA1963| CG9897 SCOTT RM 1                           60.600 METERS 15201     |
 JA1963| JA1992 CHAPMAN                             APPROX.20.9 KM 2135019.1 |
 JA1963| JA1971 FIRE TOWER NEAR FRITZ CORNER        APPROX. 9.0 KM 2162306.1 |
 JA1963| CG9898 SCOTT RM 2                           78.160 METERS 22540     |
 JA1963|---------------------------------------------------------------------|
 JA1963
 JA1963                          SUPERSEDED SURVEY CONTROL
 JA1963
 JA1963  NAD 83(1993)-  38 22 31.71357(N)    087 06 44.08959(W) AD(       ) 1
 JA1963  NAD 83(1986)-  38 22 31.71695(N)    087 06 44.09048(W) AD(       ) 1
 JA1963  NAD 27      -  38 22 31.53700(N)    087 06 44.07500(W) AD(       ) 1
 JA1963
 JA1963.Superseded values are not recommended for survey control.
 JA1963
 JA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1963.See file dsdata.pdf to determine how the superseded data were derived.
 JA1963
 JA1963_MARKER: DS = TRIANGULATION STATION DISK
 JA1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1963_STAMPING: SCOTT 1934
 JA1963_MARK LOGO: CGS
 JA1963_PROJECTION: RECESSED 25 CENTIMETERS
 JA1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1963+STABILITY: SURFACE MOTION
 JA1963
 JA1963  HISTORY     - Date     Condition        Report By
 JA1963  HISTORY     - 1934     MONUMENTED       CGS
 JA1963  HISTORY     - 1946     GOOD             CGS
 JA1963
 JA1963                          STATION DESCRIPTION
 JA1963
 JA1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1963'TWELVE MILES SOUTHEAST OF PETERSBURG, 6 MILES EAST OF WINSLOW, 5.5
 JA1963'MILES SOUTHWEST OF OTWELL, ON THE HIGH POINT OF A ROLLING HIGHLAND, IN
 JA1963'CENTER OF A CLEARED FIELD BELONGING TO JOHN SCOTT, ABOUT 300 YARDS
 JA1963'SOUTHWEST OF THE SCOTT HOUSE.
 JA1963'
 JA1963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57, 56 AND 61
 JA1963'AT PETERSBURG, GO SOUTH ON HIGHWAY 56 AND 61 FOR ABOUT 6 MILES AND
 JA1963'KEEP LEFT ON 56, CONTINUE 8.2 MILES AND TURN RIGHT ON WIDE GRAVEL
 JA1963'ROAD, CONTINUE 4.2 MILES AND TURN RIGHT ON ROUGH DIRT ROAD AND
 JA1963'CONTINUE 1.0 MILE TO TOP OF GRADE, TWO 30-INCH OAKS ON THE LEFT, AND
 JA1963'THE STATION.  STATION MARK IS 206 FEET NORTH-NORTHEAST OF THE CENTER
 JA1963'OF THE ROAD, 251.3 FEET EAST OF THE FENCE AT THE WEST EDGE OF THE
 JA1963'FIELD, 50 FEET SOUTH-SOUTHEAST OF THE HEAD OF A DRAW TO THE NORTH, AND
 JA1963'ABOUT 10 INCHES BELOW SURFACE.
 JA1963'
 JA1963'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1963'DISKS SET IN CONCRETE.
 JA1963'
 JA1963'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, ON SOUTH FENCE
 JA1963'LINE OF FIELD, NORTH OF THE ROAD.
 JA1963'
 JA1963'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, ON THE SOUTH FENCE
 JA1963'LINE OF THE FIELD, AT SOUTHWEST CORNER OF FENCE, NORTH OF THE ROAD.
 JA1963'
 JA1963'AZIMUTH MARK IS 0.15 MILE EAST-SOUTHEAST OF THE STATION, 120 FEET EAST
 JA1963'OF A CROSSROADS, 15 FEET EAST OF THE CENTER OF THE ROAD, NEAR THE BASE
 JA1963'OF 12-INCH WALNUT TREE.
 JA1963'
 JA1963'A 90-FOOT TOWER REQUIRED.
 JA1963'
 JA1963'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1963
 JA1963                          STATION RECOVERY (1946)
 JA1963
 JA1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1963'ALL MARKS WERE FOUND IN GOOD CONDITION AND THE DISTANCES TO THE
 JA1963'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  SURFACE,
 JA1963'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JA1963'CONCRETE.  A COMPLETE DESCRIPTION FOLLOWS.
 JA1963'
 JA1963'THE STATION IS ABOUT 12 MILES SOUTHEAST OF PETERSBURG AND ABOUT 1.5
 JA1963'MILES NORTH OF THE SMALL TOWN OF VELPEN, ON THE HIGHEST POINT OF THE
 JA1963'FIELD WHICH LIES SOUTHWEST OF A FARMHOUSE BELONGING TO JOHN SCOTT.
 JA1963'THE MARK IS ABOUT 300 YARDS SOUTHWEST OF THE HOUSE, 206 FEET
 JA1963'NORTH-NORTHEAST OF A GRAVEL ROAD, 250 FEET EAST OF THE FENCE AT THE
 JA1963'WEST EDGE OF THE FIELD AND 50 FEET SOUTH SOUTHEAST OF THE HEAD OF A
 JA1963'DRAW.  THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND DISK
 JA1963'IS STAMPED SCOTT 1934.
 JA1963'
 JA1963'REFERENCE MARK NO 1 198.82 FEET (60.600 METERS) SOUTH SOUTHEAST OF THE
 JA1963'STATION, IN THE SOUTH FENCELINE OF THE FIELD AND ABOUT 15 FEET NORTH
 JA1963'OF A GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1963'SCOTT NO 1 1934.
 JA1963'
 JA1963'REFERENCE MARK NO 2 IS 256.43 FEET (78.160 METERS) SOUTHWEST OF THE
 JA1963'STATION, 8 FEET NORTH OF THE GRAVEL ROAD AND 60 FEET EAST OF A 40-INCH
 JA1963'WALNUT TREE, IN THE SOUTH FENCELINE OF THE FIELD.  THE MARK PROJECTS 8
 JA1963'INCHES AND THE DISK IS STAMPED SCOTT NO 2 1934.
 JA1963'
 JA1963'THE AZIMUTH MARK IS ABOUT 0.15 MILE EAST-SOUTHEAST OF THE STAION, 120
 JA1963'FEET EAST OF A CROSSROADS, 15 FEET SOUTH OF A GRAVEL ROAD, NEAR A
 JA1963'WALNUT TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCOTT
 JA1963'AZI 1934.
 JA1963'
 JA1963'TO REACH FROM VELPEN, GO SOUTH ON STATE HIGHWAY 257 FOR ABOUT 0.25
 JA1963'MILE TO A GRAVEL SIDE ROAD RIGHT JUST AFTER CROSSING RAILROAD TRACKS,
 JA1963'TURN RIGHT AND GO 1.15 MILES TO A CROSSROADS THEN GO ACROSS FIELD IN A
 JA1963'WEST-NORTHWEST DIRECTION FOR 0.15 MILES TO STATION ON HILL TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2274 ***********************************************************************
 ME2274  DESIGNATION -  SCOTT RESET
 ME2274  PID         -  ME2274
 ME2274  STATE/COUNTY-  IN/KOSCIUSKO
 ME2274  COUNTRY     -  US
 ME2274  USGS QUAD   -  BOURBON (2019)
 ME2274
 ME2274                         *CURRENT SURVEY CONTROL
 ME2274  ______________________________________________________________________
 ME2274* NAD 83(1997) POSITION- 41 21 40.18724(N) 086 02 21.68426(W)   ADJUSTED
 ME2274* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 ME2274  ______________________________________________________________________
 ME2274  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 ME2274  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 ME2274  HORZ ORDER      -  THIRD
 ME2274
 ME2274.The horizontal coordinates were established by classical geodetic methods
 ME2274.and adjusted by the National Geodetic Survey in May 1999.
 ME2274
 ME2274.The orthometric height was scaled from a topographic map.
 ME2274
 ME2274.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2274.GEOID18 height accuracy estimate available here.
 ME2274
 ME2274.Click photographs - Photos may exist for this station.
 ME2274
 ME2274.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2274
 ME2274. The following values were computed from the NAD 83(1997) position.
 ME2274
 ME2274;                    North         East     Units Scale Factor Converg.
 ME2274;SPC IN E     -   678,733.715    68,816.449   MT  0.99997863   -0 14 46.6
 ME2274;SPC IN E     - 2,226,812.20    225,775.30   sFT  0.99997863   -0 14 46.6
 ME2274;UTM  16      - 4,579,295.985   580,349.436   MT  0.99967945   +0 38 05.4
 ME2274
 ME2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2274!SPC IN E     -   0.99996546  x   0.99997863  =   0.99994409
 ME2274!UTM  16      -   0.99996546  x   0.99967945  =   0.99964492
 ME2274
 ME2274:                Primary Azimuth Mark                     Grid Az
 ME2274:SPC IN E     -  SCOTT AZ MK                              087 36 09.1
 ME2274:UTM  16      -  SCOTT AZ MK                              086 43 17.1
 ME2274
 ME2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8034979295(NAD 83)
 ME2274
 ME2274|---------------------------------------------------------------------|
 ME2274| PID    Reference Object                     Distance      Geod. Az  |
 ME2274|                                                           dddmmss.s |
 ME2274| CM4540 SCOTT AZ MK                                        0872122.5 |
 ME2274| CM4541 SCOTT RM 1                           28.470 METERS 13525     |
 ME2274| ME2276 BOURBON MUNICIPAL STANDPIPE         APPROX. 9.6 KM 2215727.2 |
 ME2274| CM4542 SCOTT RM 2                           26.208 METERS 22949     |
 ME2274|---------------------------------------------------------------------|
 ME2274
 ME2274                          SUPERSEDED SURVEY CONTROL
 ME2274
 ME2274  NAD 83(1986)-  41 21 40.19122(N)    086 02 21.69282(W) AD(       ) 3
 ME2274  NAD 27      -  41 21 40.03310(N)    086 02 21.69450(W) AD(       ) 3
 ME2274
 ME2274.Superseded values are not recommended for survey control.
 ME2274
 ME2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2274.See file dsdata.pdf to determine how the superseded data were derived.
 ME2274
 ME2274_MARKER: DH = HORIZONTAL CONTROL DISK
 ME2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2274_STAMPING: SCOTT 1952 1985
 ME2274_MARK LOGO: NGS
 ME2274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2274+STABILITY: SURFACE MOTION
 ME2274
 ME2274  HISTORY     - Date     Condition        Report By
 ME2274  HISTORY     - 1985     MONUMENTED       NGS
 ME2274
 ME2274                          STATION DESCRIPTION
 ME2274
 ME2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 ME2274'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 ME2274'CONDITION.  THERE IS ONE LARGE SCRUB ON LINE TO THE AZIMUTH MARK WHICH
 ME2274'WILL HAVE TO BE CLEARED IN ORDER TO USE.  REFERENCE MARK 2 WAS FOUND
 ME2274'IN THE DISK KNOCKED OUT AND THE STATION WAS FOUND WITH ALL BUT PART OF
 ME2274'THE CENTER AND SOME OF THE TRIANGLE GROUND OFF BY A DITCH DIGGING
 ME2274'MACHINE.  A NEW SURFACE MONUMENT WAS SET AND A NEW REFERENCE MARK 3
 ME2274'WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION
 ME2274'IS LOCATED ABOUT 6 MILES (9.7 KM) NORTH OF ETNA GREEN AND 5 MILES (8.0
 ME2274'KM) SOUTH OF NAPPANEE AND IN THE NORTHEAST CORNER OF LOT OWNED BY
 ME2274'G.T.E.  OWNERSHIP--GENERAL TELEPHONE AND ELECTRONICS COMPANY.  TO
 ME2274'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 30 AND STATE
 ME2274'HIGHWAY 19 AT THE NROTH EDGE OF ETNA GREEN, GO NORTH ON STATE HIGHWAY
 ME2274'19 FOR 6.0 MILES, (9.7 KM) 9.66 KM (6.00 MI) TO A SHARP CURVE RIGHT
 ME2274'AND THE ON LEFT IN THE NORTHEAST CORNER OF LOT BY A TELEPHONE RELAY
 ME2274'BUILDING.  THE STATION IS A STANDARD NGS DISK STAMPED,---SCOTT 1952
 ME2274'1985---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, 25
 ME2274'CM IN DIAMETER, RECESSED, 2 INCHES, 6 CM BELOW THE GROUND.  THE
 ME2274'STATION IS LOCATED 14.326 METERS (47.001 FT) WEST FROM THE CENTERLINE
 ME2274'OF STATE ROAD 19, 10.973 METERS (36.001 FT) SOUTH FROM THE CENTERLINE
 ME2274'OF COUNTY ROAD 900 N, 9.449 METERS (31.001 FT) NORTHWEST FROM A
 ME2274'UTILITY POLE, 7.925 METERS (26.001 FT) SOUTHWEST FROM A UTILITY POLE,
 ME2274'AND A WHITE WOODEN WITNESS POST, 0.457 METERS (1.499 FT) EAST FROM A
 ME2274'METAL WITNESS POST, AND 25.481 METERS (83.599 FT) NORTHEAST FROM THE
 ME2274'NORTHEAST CORNER OF THE TELEPHONE BUILDING.  REFERENCE MARK NO 1 IS A
 ME2274'STANDARD CGS DISK STAMPED,---SCOTT NO 1 1952---, SET INTO THE TOP OF A
 ME2274'SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 3
 ME2274'INCHES, 9 CM ABOVE THE GROUND.  THE STATION IS LOCATED 5.486 METERS
 ME2274'(17.999 FT) EAST FROM THE CENTERLINE OF HIGHWAY 19, 1.219 METERS
 ME2274'(3.999 FT) NORTH FROM AN UNDERGROUND CABLE WARNING SIGN, AND 0.3
 ME2274'METERS (1.0 FT) BELOW THE STATION.  REFERENCE MARK NO 3 IS A STANADRD,
 ME2274'NGS, DISK STAMPED,---SCOTT 1952 NO 3 1985---, CEMENTED IN A DRILL HOLE
 ME2274'IN THE TOP OF THE CONCRETE MONUMENT IN WHICH THE 1952 RM 2 WAS
 ME2274'ORIGNALLY SET IN.  THE STATION IS LOCATED 5.486 METERS (17.999 FT)
 ME2274'NORTH FROM THE NORTHWEST CORNER OF THE TELEPHONE BUILDING, 1.768
 ME2274'METERS (5.801 FT) EAST FROM A NORTH-SOUTH FENCE AND 0.305 METERS
 ME2274'(1.001 FT) EAST FROM A METAL WITNESS POST, AND 0.3 METERS (1.0 FT)
 ME2274'ABOVE THE STATION. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 ME2274'STAMPED,---SCOTT 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2274'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING TO THE GROUND.  THE
 ME2274'STATION IS LOCATED 10.363 METERS (33.999 FT) EAST FROM A FENCE CORNER,
 ME2274'5.608 METERS (18.399 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 19,
 ME2274'1.524 METERS (5.000 FT) WEST FROM A UTILITY POLE, AND 0.305 METERS
 ME2274'(1.001 FT) WEST FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK
 ME2274'FROM THE STATION GO EAST ON STATE ROAD 19 FOR 0.25 MILES, (0.40 KM)
 ME2274'0.40 KM (0.25 MI) TO MARK ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG9012 ***********************************************************************
 DG9012  CBN         -  This is a Cooperative Base Network Control Station.
 DG9012  DESIGNATION -  SCOTT S 12
 DG9012  PID         -  DG9012
 DG9012  STATE/COUNTY-  IN/SCOTT
 DG9012  COUNTRY     -  US
 DG9012  USGS QUAD   -  BLOCHER (2019)
 DG9012
 DG9012                         *CURRENT SURVEY CONTROL
 DG9012  ______________________________________________________________________
 DG9012* NAD 83(2011) POSITION- 38 38 57.54760(N) 085 44 47.66818(W)   ADJUSTED
 DG9012* NAD 83(2011) ELLIP HT-   150.365 (meters)        (06/27/12)   ADJUSTED
 DG9012* NAD 83(2011) EPOCH   -  2010.00
 DG9012* NAVD 88 ORTHO HEIGHT -   184.1   (meters)      604.    (feet) GPS OBS
 DG9012  ______________________________________________________________________
 DG9012  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9012  GEOID HEIGHT    -        -33.707 (meters)                     GEOID03
 DG9012  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 DG9012  NAD 83(2011) X  -    369,939.521 (meters)                     COMP
 DG9012  NAD 83(2011) Y  - -4,974,113.619 (meters)                     COMP
 DG9012  NAD 83(2011) Z  -  3,962,081.956 (meters)                     COMP
 DG9012  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 DG9012
 DG9012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9012  Standards:
 DG9012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9012  -------------------------------------------------------------------
 DG9012  NETWORK    1.12   2.04           0.50   0.40   1.04     -0.22137496
 DG9012  -------------------------------------------------------------------
 DG9012  Click here for local accuracies and other accuracy information.
 DG9012
 DG9012.The horizontal coordinates were established by GPS observations
 DG9012.and adjusted by the National Geodetic Survey in June 2012.
 DG9012
 DG9012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9012.been affixed to the stable North American tectonic plate. See 
 DG9012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9012
 DG9012.The horizontal coordinates are valid at the epoch date displayed above
 DG9012.which is a decimal equivalence of Year/Month/Day.
 DG9012
 DG9012.The orthometric height was determined by GPS observations and a
 DG9012.high-resolution geoid model.
 DG9012
 DG9012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9012.GEOID18 height accuracy estimate available here.
 DG9012
 DG9012.Click photographs - Photos may exist for this station.
 DG9012
 DG9012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9012
 DG9012.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9012
 DG9012.The ellipsoidal height was determined by GPS observations
 DG9012.and is referenced to NAD 83.
 DG9012
 DG9012. The following values were computed from the NAD 83(2011) position.
 DG9012
 DG9012;                    North         East     Units Scale Factor Converg.
 DG9012;SPC IN E     -   377,570.747    93,044.065   MT  0.99996726   -0 02 59.7
 DG9012;SPC IN E     - 1,238,746.69    305,262.07   sFT  0.99996726   -0 02 59.7
 DG9012;UTM  16      - 4,278,607.472   609,071.962   MT  0.99974650   +0 46 58.5
 DG9012
 DG9012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9012!SPC IN E     -   0.99997641  x   0.99996726  =   0.99994367
 DG9012!UTM  16      -   0.99997641  x   0.99974650  =   0.99972291
 DG9012
 DG9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0907178607(NAD 83)
 DG9012
 DG9012                          SUPERSEDED SURVEY CONTROL
 DG9012
 DG9012  NAD 83(2007)-  38 38 57.54768(N)    085 44 47.66902(W) AD(2002.00) 0
 DG9012  ELLIP H (02/10/07)  150.385  (m)                       GP(2002.00)    
 DG9012  NAD 83(1997)-  38 38 57.54781(N)    085 44 47.66893(W) AD(       ) A
 DG9012  ELLIP H (01/19/05)  150.394  (m)                       GP(       ) 4 1
 DG9012
 DG9012.Superseded values are not recommended for survey control.
 DG9012
 DG9012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9012.See file dsdata.pdf to determine how the superseded data were derived.
 DG9012
 DG9012_MARKER: DB = BENCH MARK DISK
 DG9012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9012_STAMPING: SCOTT S 12
 DG9012_MARK LOGO: INDOT
 DG9012_PROJECTION: PROJECTING 15 CENTIMETERS
 DG9012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9012+STABILITY: SURFACE MOTION
 DG9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9012+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2023
 DG9012
 DG9012  HISTORY     - Date     Condition        Report By
 DG9012  HISTORY     - 20030702 MONUMENTED       INDOT
 DG9012  HISTORY     - 20230329 GOOD             INDOT
 DG9012
 DG9012                          STATION DESCRIPTION
 DG9012
 DG9012'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 DG9012'THE STATION IS LOCATED IN VIENNA TOWNSHIP, 52.7 FT NORTHEAST OF A
 DG9012'MAGNAIL MARKING THE  SOUTH QUARTER CORNER OF SECTION 33, T 3 N, R 7 E
 DG9012'OF THE 2ND PRINCIPAL MERIDIAN, 1.1 MI EAST  OF VIENNA, 3.0 MI
 DG9012'SOUTHEAST OF SCOTTSBURG AND 6.0 MI WEST OF LEXINGTON.
 DG9012'OWNERSHIP--INDOT, 100 N. SENATE AVE., ROOM N642, INDIANAPOLIS, IN
 DG9012'46204-2249, CONTACT HENRY  ALDRIDGE AT PHONE 317-232-6764.
 DG9012'
 DG9012'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 DG9012'AND STATE ROAD 56  (EXIT 29 - SCOTTSBURG), GO EAST ON ROAD 56 FOR 0.5
 DG9012'MI TO US HIGHWAY 31.  TURN RIGHT AND GO  SOUTH ON HIGHWAY 31 FOR 2.5
 DG9012'MI TO STATE ROAD 356 (CR 300S).  TURN LEFT AND GO EAST ON  ROAD 356
 DG9012'THROUGH VIENNA FOR 1.5 MI TO THE INTERSECTION OF COUNTY ROAD 150E
 DG9012'(DOUBLE OR  NOTHING ROAD) AND THE STATION IN THE NORTHEAST QUADRANT.
 DG9012'
 DG9012'THE STATION IS A STANDARD INDIANA STATE HIGHWAY COMMISSION BENCH MARK
 DG9012'TABLET SET IN  THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 6
 DG9012'INCHES ABOVE GROUND.  IT IS 35.8 FT  NORTH OF THE CENTERLINE OF ROAD
 DG9012'356, 37.1 FT EAST OF THE CENTERLINE OF ROAD 150E, 4.0 FT  SOUTH OF A
 DG9012'WATER VALVE. DURING THE CURRENT SURVEY, THE POINT OF THE FIXED HEIGHT
 DG9012'POLE  WAS PLACED IN THE CORNER OF THE NORTHEAST QUADRANT OF THE CROSS
 DG9012'IN THE MIDDLE OF THE  TRIANGLE ON THE TOP OF THE DISK.
 DG9012
 DG9012                          STATION RECOVERY (2023)
 DG9012
 DG9012'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 DG9012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2325 ***********************************************************************
 HZ2325  DESIGNATION -  SCOTT SI
 HZ2325  PID         -  HZ2325
 HZ2325  STATE/COUNTY-  IN/SCOTT
 HZ2325  COUNTRY     -  US
 HZ2325  USGS QUAD   -  BLOCHER (2019)
 HZ2325
 HZ2325                         *CURRENT SURVEY CONTROL
 HZ2325  ______________________________________________________________________
 HZ2325* NAD 83(1997) POSITION- 38 38 58.05504(N) 085 41 27.24013(W)   ADJUSTED
 HZ2325* NAVD 88 ORTHO HEIGHT -   196.20  (+/-2cm)      643.7   (feet) VERTCON3
 HZ2325  ______________________________________________________________________
 HZ2325  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 HZ2325  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HZ2325  HORZ ORDER      -  SECOND
 HZ2325  VERT ORDER      -  THIRD ? (See Below)
 HZ2325
 HZ2325.The horizontal coordinates were established by classical geodetic methods
 HZ2325.and adjusted by the National Geodetic Survey in May 1999.
 HZ2325
 HZ2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2325
 HZ2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2325.GEOID18 height accuracy estimate available here.
 HZ2325
 HZ2325.The vertical order pertains to the NGVD 29 superseded value.
 HZ2325
 HZ2325.Click photographs - Photos may exist for this station.
 HZ2325
 HZ2325.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2325
 HZ2325. The following values were computed from the NAD 83(1997) position.
 HZ2325
 HZ2325;                    North         East     Units Scale Factor Converg.
 HZ2325;SPC IN E     -   377,583.643    97,890.502   MT  0.99996672   -0 00 54.5
 HZ2325;SPC IN E     - 1,238,789.00    321,162.42   sFT  0.99996672   -0 00 54.5
 HZ2325;UTM  16      - 4,278,690.791   613,916.663   MT  0.99975980   +0 49 03.7
 HZ2325
 HZ2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2325!SPC IN E     -   0.99997452  x   0.99996672  =   0.99994124
 HZ2325!UTM  16      -   0.99997452  x   0.99975980  =   0.99973432
 HZ2325
 HZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1391678690(NAD 83)
 HZ2325
 HZ2325                          SUPERSEDED SURVEY CONTROL
 HZ2325
 HZ2325  NAD 83(1995)-  38 38 58.05691(N)    085 41 27.23733(W) AD(       ) 2
 HZ2325  NAD 83(1993)-  38 38 58.05674(N)    085 41 27.23733(W) AD(       ) 2
 HZ2325  NAD 83(1986)-  38 38 58.05861(N)    085 41 27.24322(W) AD(       ) 2
 HZ2325  NAD 27      -  38 38 57.84600(N)    085 41 27.36800(W) AD(       ) 2
 HZ2325  NGVD 29             196.34   (m)          644.2    (f) LEVELING    3  
 HZ2325
 HZ2325.Superseded values are not recommended for survey control.
 HZ2325
 HZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2325.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2325
 HZ2325_MARKER: DD = SURVEY DISK
 HZ2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2325_STAMPING: SCOTT SI
 HZ2325_MARK LOGO: INHD
 HZ2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2325+STABILITY: SURFACE MOTION
 HZ2325
 HZ2325  HISTORY     - Date     Condition        Report By
 HZ2325  HISTORY     - 1947     MONUMENTED       INHD
 HZ2325  HISTORY     - 1969     GOOD             CGS
 HZ2325
 HZ2325                          STATION DESCRIPTION
 HZ2325
 HZ2325'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1947 (FXP)
 HZ2325'THIS IS A TRAVERSE STATION.
 HZ2325'
 HZ2325'THE STATION IS LOCATED ON THE RIGHT-OF-WAYS AT THE INTERSECTION OF
 HZ2325'STATE HIGHWAYS 3 AND 356, ABOUT 5 MILES NORTHWEST OF MARYSVILLE,
 HZ2325'3.5 MILES WEST OF LEXINGTON VIA STATE HIGHWAY 356, AND 62.7 FEET
 HZ2325'SOUTHEAST OF THE INTERSECTION OF THE CROSS HIGHWAYS. A TRAVERSE
 HZ2325'MEASUREMENT WAS MADE FROM TRIANGULATION STATION KIMBER TO STATE
 HZ2325'HIGHWAY COMMISSION OF INDIANA B M MARK. IT IS 45.522 METERS
 HZ2325'149.35 FEET NORTHEAST OF STATION KIMBER AND 2 FEET NORTH OF POWERLINE
 HZ2325'POLE NO.  B7-317. THE MARK IS A STANDARD 4 BY 4 CONCRETE POST AND
 HZ2325'BRONZE DISK, PROJECTING 4 INCHES, AND THE DISK IS STAMPED
 HZ2325'SCOTT SI.
 HZ2325
 HZ2325                          STATION RECOVERY (1969)
 HZ2325
 HZ2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HZ2325'RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2333 ***********************************************************************
 HZ2333  DESIGNATION -  SCOTTSBURG
 HZ2333  PID         -  HZ2333
 HZ2333  STATE/COUNTY-  IN/SCOTT
 HZ2333  COUNTRY     -  US
 HZ2333  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2333
 HZ2333                         *CURRENT SURVEY CONTROL
 HZ2333  ______________________________________________________________________
 HZ2333* NAD 83(1997) POSITION- 38 41 16.88980(N) 085 46 31.41598(W)   ADJUSTED
 HZ2333* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 HZ2333  ______________________________________________________________________
 HZ2333  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 HZ2333  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 HZ2333  HORZ ORDER      -  SECOND
 HZ2333
 HZ2333.The horizontal coordinates were established by classical geodetic methods
 HZ2333.and adjusted by the National Geodetic Survey in May 1999.
 HZ2333
 HZ2333.The orthometric height was scaled from a topographic map.
 HZ2333
 HZ2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2333.GEOID18 height accuracy estimate available here.
 HZ2333
 HZ2333.Click photographs - Photos may exist for this station.
 HZ2333
 HZ2333.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2333
 HZ2333. The following values were computed from the NAD 83(1997) position.
 HZ2333
 HZ2333;                    North         East     Units Scale Factor Converg.
 HZ2333;SPC IN E     -   381,869.924    90,540.494   MT  0.99996777   -0 04 04.7
 HZ2333;SPC IN E     - 1,252,851.58    297,048.27   sFT  0.99996777   -0 04 04.7
 HZ2333;UTM  16      - 4,282,868.833   606,506.718   MT  0.99973969   +0 45 56.0
 HZ2333
 HZ2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2333!SPC IN E     -   0.99997802  x   0.99996777  =   0.99994579
 HZ2333!UTM  16      -   0.99997802  x   0.99973969  =   0.99971772
 HZ2333
 HZ2333:                Primary Azimuth Mark                     Grid Az
 HZ2333:SPC IN E     -  SCOTTSBURG AZ MK                         357 00 42.6
 HZ2333:UTM  16      -  SCOTTSBURG AZ MK                         356 10 41.9
 HZ2333
 HZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0650682868(NAD 83)
 HZ2333
 HZ2333|---------------------------------------------------------------------|
 HZ2333| PID    Reference Object                     Distance      Geod. Az  |
 HZ2333|                                                           dddmmss.s |
 HZ2333| CG9900 SCOTTSBURG RM 1                      27.310 METERS 01956     |
 HZ2333| HZ2332 SCOTTSBURG MUNICIPAL TANK            40.482 METERS 18606     |
 HZ2333| CG9901 SCOTTSBURG RM 2                      27.325 METERS 28801     |
 HZ2333| HZ2339 AUSTIN MORGAN PACKING NW STACK      APPROX. 7.3 KM 3355048.8 |
 HZ2333| HZ2341 AUSTIN AMER CAN CO TANK             APPROX. 7.1 KM 3363037.0 |
 HZ2333| CG9899 SCOTTSBURG AZ MK                                   3565637.9 |
 HZ2333|---------------------------------------------------------------------|
 HZ2333
 HZ2333                          SUPERSEDED SURVEY CONTROL
 HZ2333
 HZ2333  NAD 83(1993)-  38 41 16.89119(N)    085 46 31.41442(W) AD(       ) 2
 HZ2333  NAD 83(1986)-  38 41 16.89238(N)    085 46 31.41956(W) AD(       ) 2
 HZ2333  NAD 27      -  38 41 16.68300(N)    085 46 31.53700(W) AD(       ) 2
 HZ2333
 HZ2333.Superseded values are not recommended for survey control.
 HZ2333
 HZ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2333.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2333
 HZ2333_MARKER: DS = TRIANGULATION STATION DISK
 HZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2333_STAMPING: SCOTTSBURG 1947
 HZ2333_MARK LOGO: CGS
 HZ2333_PROJECTION: FLUSH
 HZ2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2333+STABILITY: SURFACE MOTION
 HZ2333
 HZ2333  HISTORY     - Date     Condition        Report By
 HZ2333  HISTORY     - 1947     MONUMENTED       CGS
 HZ2333
 HZ2333                          STATION DESCRIPTION
 HZ2333
 HZ2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2333'STATION IS LOCATED IN SCOTTSBURG, ABOUT 0.2 MILE NORTH OF THE LARGE
 HZ2333'BRICK GRADE SCHOOL, APPROXIMATELY 133 FEET NORTH OF THE MUNICIPAL
 HZ2333'WATER TANK, AND 54 FEET EAST OF A GASOLINE PUMP. THE MARK IS FLUSH
 HZ2333'WITH THE GROUND, AND THE DISK IS STAMPED SCOTTSBURG 1947.
 HZ2333'
 HZ2333'REFERENCE MARK NO. 1 IS 89.60 FEET NORTH-NORTHEAST OF THE STATION AND
 HZ2333'1 FOOT WEST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2333'DISK IS STAMPED SCOTTSBURG NO 1 1947.
 HZ2333'
 HZ2333'REFERENCE MARK NO. 2 IS 89.65 FEET WEST-NORTHWEST OF THE STATION AND
 HZ2333'11 FEET SOUTH OF A SHED. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2333'DISK IS STAMPED SCOTTSBURG NO 2 1947.
 HZ2333'
 HZ2333'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 30 FEET WEST OF A
 HZ2333'HYDRANT, 20 FEET NORTH OF A T-ROAD INTERSECTION, AND 2 FEET
 HZ2333'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2333'DISK IS STAMPED SCOTTSBURG 1947.
 HZ2333'
 HZ2333'TO REACH THE AZIMUTH MARK FROM THE WEST SIDE OF THE GRADE SCHOOL, GO
 HZ2333'NORTH FOR 0.4 MILE TO A SIDE ROAD RIGHT, THEN TURN RIGHT AND GO
 HZ2333'0.05 MILE TO MARK ON LEFT.
 HZ2333'
 HZ2333'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4656 ***********************************************************************
 DM4656  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4656  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4656  DESIGNATION -  SCOTTSBURG CORS ARP
 DM4656  CORS_ID     -  INSG
 DM4656  PID         -  DM4656
 DM4656  STATE/COUNTY-  IN/SCOTT
 DM4656  COUNTRY     -  US
 DM4656  USGS QUAD   -  SCOTTSBURG (2019)
 DM4656
 DM4656                         *CURRENT SURVEY CONTROL
 DM4656  ______________________________________________________________________
 DM4656* NAD 83(2011) POSITION- 38 41 03.13759(N) 085 47 43.30166(W)   ADJUSTED
 DM4656* NAD 83(2011) ELLIP HT-   144.213 (meters)        (09/??/25)   ADJUSTED
 DM4656* NAD 83(2011) EPOCH   -  2010.00
 DM4656* NAVD 88 ORTHO HEIGHT -   178.00  (meters)      584.0   (feet) GPS OBS
 DM4656  ______________________________________________________________________
 DM4656  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DM4656  GEOID HEIGHT    -        -33.781 (meters)                     GEOID12B
 DM4656  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DM4656  NAD 83(2011) X  -    365,526.194 (meters)                     COMP
 DM4656  NAD 83(2011) Y  - -4,972,008.875 (meters)                     COMP
 DM4656  NAD 83(2011) Z  -  3,965,101.940 (meters)                     COMP
 DM4656
 DM4656.Formal positional accuracy estimates are not available for this CORS
 DM4656.because its coordinates were determined in part using modeled velocities.
 DM4656.A time-series residual plot is available that shows daily coordinate
 DM4656.variations relative to the published coordinates and modeled velocities.
 DM4656.Large residuals may indicate a potential error in the modeled velocities.
 DM4656
 DM4656.Residual plot at:
 DM4656.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=INSG.
 DM4656
 DM4656.The coordinates were established by GPS observations
 DM4656.and adjusted by the National Geodetic Survey in September 2025.
 DM4656
 DM4656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4656.been affixed to the stable North American Tectonic Plate. 
 DM4656
 DM4656.The coordinates are valid at the epoch date displayed above
 DM4656.which is a decimal equivalence of Year/Month/Day.
 DM4656
 DM4656.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4656.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4656.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4656.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4656.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4656.published epoch of 2010.00.
 DM4656
 DM4656.Additional information on MYCS is available at:
 DM4656.https://geodesy.noaa.gov/CORS/index.shtml
 DM4656
 DM4656.The orthometric height was determined by GPS observations and a
 DM4656.high-resolution geoid model using precise GPS observation and
 DM4656.processing techniques.
 DM4656
 DM4656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4656.GEOID18 height accuracy estimate available here.
 DM4656
 DM4656.The PID for the CORS L1 Phase Center is DR8329.
 DM4656
 DM4656.Click photographs - Photos may exist for this station.
 DM4656
 DM4656.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4656
 DM4656.The ellipsoidal height was determined by GPS observations
 DM4656.and is referenced to NAD 83.
 DM4656
 DM4656. The following values were computed from the NAD 83(2011) position.
 DM4656
 DM4656;                    North         East     Units Scale Factor Converg.
 DM4656;SPC IN E     -   381,448.125    88,802.608   MT  0.99996821   -0 04 49.6
 DM4656;SPC IN E     - 1,251,467.72    291,346.56   sFT  0.99996821   -0 04 49.6
 DM4656;UTM  16      - 4,282,421.902   604,775.551   MT  0.99973518   +0 45 10.8
 DM4656
 DM4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4656!SPC IN E     -   0.99997737  x   0.99996821  =   0.99994558
 DM4656!UTM  16      -   0.99997737  x   0.99973518  =   0.99971256
 DM4656
 DM4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0477582421(NAD 83)
 DM4656
 DM4656                          SUPERSEDED SURVEY CONTROL
 DM4656
 DM4656  NAD 83(2011)-  38 41 03.13760(N)    085 47 43.30167(W) AD(2010.00) c
 DM4656  ELLIP H (04/??/25)  144.241  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13794(N)    085 47 43.30191(W) AD(2010.00) c
 DM4656  ELLIP H (12/??/22)  144.216  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13772(N)    085 47 43.30179(W) AD(2010.00) c
 DM4656  ELLIP H (09/??/22)  144.216  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13773(N)    085 47 43.30166(W) AD(2010.00) c
 DM4656  ELLIP H (05/??/22)  144.243  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13772(N)    085 47 43.30179(W) AD(2010.00) c
 DM4656  ELLIP H (06/??/19)  144.216  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13774(N)    085 47 43.30175(W) AD(2010.00) c
 DM4656  ELLIP H (08/??/11)  144.206  (m)                       GP(2010.00) c c
 DM4656  NAD 83(CORS)-  38 41 03.13820(N)    085 47 43.30271(W) AD(2002.00) c
 DM4656  ELLIP H (12/??/10)  144.195  (m)                       GP(2002.00) c c
 DM4656
 DM4656.Superseded values are not recommended for survey control.
 DM4656
 DM4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4656.See file dsdata.pdf to determine how the superseded data were derived.
 DM4656
 DM4656_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4656
 DM4656                          STATION DESCRIPTION
 DM4656
 DM4656'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4656'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4656'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4656'AND LOG FILES ACCESSIBLE AT:
 DM4656'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2332 ***********************************************************************
 HZ2332  DESIGNATION -  SCOTTSBURG MUNICIPAL TANK
 HZ2332  PID         -  HZ2332
 HZ2332  STATE/COUNTY-  IN/SCOTT
 HZ2332  COUNTRY     -  US
 HZ2332  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2332
 HZ2332                         *CURRENT SURVEY CONTROL
 HZ2332  ______________________________________________________________________
 HZ2332* NAD 83(1997) POSITION- 38 41 15.58442(N) 085 46 31.59385(W)   ADJUSTED
 HZ2332  ______________________________________________________________________
 HZ2332  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 HZ2332  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 HZ2332  HORZ ORDER      -  THIRD
 HZ2332
 HZ2332.The horizontal coordinates were established by classical geodetic methods
 HZ2332.and adjusted by the National Geodetic Survey in May 1999.
 HZ2332
 HZ2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2332.GEOID18 height accuracy estimate available here.
 HZ2332
 HZ2332.Click photographs - Photos may exist for this station.
 HZ2332
 HZ2332.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2332
 HZ2332. The following values were computed from the NAD 83(1997) position.
 HZ2332
 HZ2332;                    North         East     Units Scale Factor Converg.
 HZ2332;SPC IN E     -   381,829.678    90,536.148   MT  0.99996777   -0 04 04.8
 HZ2332;SPC IN E     - 1,252,719.54    297,034.01   sFT  0.99996777   -0 04 04.8
 HZ2332;UTM  16      - 4,282,828.537   606,502.958   MT  0.99973968   +0 45 55.8
 HZ2332
 HZ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0650282828(NAD 83)
 HZ2332
 HZ2332                          SUPERSEDED SURVEY CONTROL
 HZ2332
 HZ2332  NAD 83(1993)-  38 41 15.58593(N)    085 46 31.59229(W) AD(       ) 3
 HZ2332  NAD 83(1986)-  38 41 15.58734(N)    085 46 31.59771(W) AD(       ) 3
 HZ2332  NAD 27      -  38 41 15.37800(N)    085 46 31.71500(W) AD(       ) 3
 HZ2332
 HZ2332.Superseded values are not recommended for survey control.
 HZ2332
 HZ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2332.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2332
 HZ2332_MARKER: 53 = ELEVATED TANK
 HZ2332
 HZ2332  HISTORY     - Date     Condition        Report By
 HZ2332  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2332
 HZ2332                          STATION DESCRIPTION
 HZ2332
 HZ2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2332'THIS IS AN INTERSECTION STATION.
 HZ2332'
 HZ2332'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE VILLAGE OF
 HZ2332'SCOTTSBURG AND ONE BLOCK EAST OF U.S. HIGHWAY 31.  THE WATER TANK
 HZ2332'IS A FOUR LEGGED STEEL STRUCTURE THAT IS PAINTED SILVER AND ABOUT 150
 HZ2332'FEET HIGH.
 HZ2332'
 HZ2332'THE POINT INTERSECTED WAS THE SMALL IRON BALL AT THE APEX OF THE
 HZ2332'ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1853 ***********************************************************************
 KA1853  DESIGNATION -  SCOUT
 KA1853  PID         -  KA1853
 KA1853  STATE/COUNTY-  IN/VIGO
 KA1853  COUNTRY     -  US
 KA1853  USGS QUAD   -  TERRE HAUTE (2019)
 KA1853
 KA1853                         *CURRENT SURVEY CONTROL
 KA1853  ______________________________________________________________________
 KA1853* NAD 83(1997) POSITION- 39 29 43.26376(N) 087 23 44.37210(W)   ADJUSTED
 KA1853* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 KA1853  ______________________________________________________________________
 KA1853  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 KA1853  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 KA1853  HORZ ORDER      -  SECOND
 KA1853
 KA1853.The horizontal coordinates were established by classical geodetic methods
 KA1853.and adjusted by the National Geodetic Survey in May 1999.
 KA1853
 KA1853.The orthometric height was scaled from a topographic map.
 KA1853
 KA1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1853.GEOID18 height accuracy estimate available here.
 KA1853
 KA1853.Click photographs - Photos may exist for this station.
 KA1853
 KA1853.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1853
 KA1853. The following values were computed from the NAD 83(1997) position.
 KA1853
 KA1853;                    North         East     Units Scale Factor Converg.
 KA1853;SPC IN W     -   471,535.008   873,134.889   MT  0.99997555   -0 11 55.1
 KA1853;SPC IN W     - 1,547,027.77  2,864,610.05   sFT  0.99997555   -0 11 55.1
 KA1853;UTM  16      - 4,371,823.275   465,979.318   MT  0.99961425   -0 15 05.9
 KA1853
 KA1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1853!SPC IN W     -   0.99998178  x   0.99997555  =   0.99995733
 KA1853!UTM  16      -   0.99998178  x   0.99961425  =   0.99959603
 KA1853
 KA1853:                Primary Azimuth Mark                     Grid Az
 KA1853:SPC IN W     -  SCOUT AZ MK                              024 12 38.7
 KA1853:UTM  16      -  SCOUT AZ MK                              024 15 49.5
 KA1853
 KA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6597971823(NAD 83)
 KA1853
 KA1853|---------------------------------------------------------------------|
 KA1853| PID    Reference Object                     Distance      Geod. Az  |
 KA1853|                                                           dddmmss.s |
 KA1853| KA1778 TERRE HAUTE RAD STA WTHI MAST       APPROX. 5.1 KM 0044602.6 |
 KA1853| CM4545 SCOUT RM 2                           29.120 METERS 01452     |
 KA1853| CM4543 SCOUT AZ MK                                        0240043.6 |
 KA1853| KA1858 TERRE HAUTE CITY POLICE RAD         APPROX. 3.7 KM 2074812.0 |
 KA1853| CM4544 SCOUT RM 1                           47.537 METERS 21552     |
 KA1853|---------------------------------------------------------------------|
 KA1853
 KA1853                          SUPERSEDED SURVEY CONTROL
 KA1853
 KA1853  NAD 83(1986)-  39 29 43.27013(N)    087 23 44.36402(W) AD(       ) 2
 KA1853  NAD 27      -  39 29 43.14340(N)    087 23 44.29570(W) AD(       ) 2
 KA1853
 KA1853.Superseded values are not recommended for survey control.
 KA1853
 KA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1853.See file dsdata.pdf to determine how the superseded data were derived.
 KA1853
 KA1853_MARKER: DS = TRIANGULATION STATION DISK
 KA1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1853_STAMPING: SCOUT 1947
 KA1853_MARK LOGO: CGS
 KA1853_PROJECTION: FLUSH
 KA1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1853+STABILITY: SURFACE MOTION
 KA1853
 KA1853  HISTORY     - Date     Condition        Report By
 KA1853  HISTORY     - 1947     MONUMENTED       CGS
 KA1853  HISTORY     - 1982     GOOD             BRADY
 KA1853  HISTORY     - 20230905 GOOD             USPS
 KA1853
 KA1853                          STATION DESCRIPTION
 KA1853
 KA1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1853'STATION IS IN THE BOY SCOUT PARK, 2.2 MILES NORTH-NORTHEAST OF THE
 KA1853'JUNCTION OF U.S. HIGHWAYS 40 AND 41 IN TERRE HAUTE VIA U.S.
 KA1853'HIGHWAY 41, 146 FEET NORTH OF CENTERLINE OF BARBOUR AVENUE, 48 FEET
 KA1853'WEST OF CENTERLINE OF N. 14TH STREET, AND 47 FEET
 KA1853'EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY 41. THE MARK PROJECTS 1 INCH,
 KA1853'AND THE DISK IS STAMPED SCOUT 1947.
 KA1853'
 KA1853'REFERENCE MARK NO. 1 IS 155.96 FEET SOUTHWEST OF THE STATION AND 34
 KA1853'FEET EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY 41.  THE MARK
 KA1853'PROJECTS 1 INCH, AND THE DISK IS STAMPED SCOUT NO 1 1947.
 KA1853'
 KA1853'REFERENCE MARK NO. 2 IS 95.54 FEET NORTH-NORTHEAST OF STATION AND 20
 KA1853'FEET EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY 41.  THE MARK PROJECTS
 KA1853'1 INCH, AND THE DISK IS STAMPED SCOUT NO 2 1947.
 KA1853'
 KA1853'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF STATION VIA U.S. HIGHWAY
 KA1853'41, 37 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY 41, AND 1
 KA1853'FOOT SOUTH OF BEATTY BROTHERS STORE. THE MARK PROJECTS 1 INCH, AND
 KA1853'THE DISK IS STAMPED SCOUT 1947.
 KA1853'
 KA1853'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1853
 KA1853                          STATION RECOVERY (1982)
 KA1853
 KA1853'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982 (BB)
 KA1853'SCOUT 1947 RECOVERED IN GOOD CONDITION.
 KA1853'
 KA1853'SCOUT 1947 (AZIM) RECOVERED IN GOOD CONDITION.
 KA1853'
 KA1853'SCOUT NO. 1 1947 RECOVERED IN GOOD CONDITION.
 KA1853'
 KA1853'SCOUT NO. 2 1947 RECOVERED IN GOOD CONDITION.
 KA1853
 KA1853                          STATION RECOVERY (2023)
 KA1853
 KA1853'RECOVERY NOTE BY US POSTAL SERVICE 2023 (STH)
 KA1853'AZIMUTH MARK REFERENCE MARK 1 AND REFERENCE MARK 2 NOT FOUND, PRESUMED
 KA1853'TO BE NOT RECESSED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2007 ***********************************************************************
 JA2007  DESIGNATION -  SEBASTIAN
 JA2007  PID         -  JA2007
 JA2007  STATE/COUNTY-  IN/GIBSON
 JA2007  COUNTRY     -  US
 JA2007  USGS QUAD   -  FRANCISCO (2019)
 JA2007
 JA2007                         *CURRENT SURVEY CONTROL
 JA2007  ______________________________________________________________________
 JA2007* NAD 83(1997) POSITION- 38 17 26.89140(N) 087 26 54.93759(W)   ADJUSTED
 JA2007* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 JA2007  ______________________________________________________________________
 JA2007  GEOID HEIGHT    -        -31.573 (meters)                     GEOID18
 JA2007  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 JA2007  HORZ ORDER      -  FIRST
 JA2007
 JA2007.The horizontal coordinates were established by classical geodetic methods
 JA2007.and adjusted by the National Geodetic Survey in May 1999.
 JA2007
 JA2007.The orthometric height was scaled from a topographic map.
 JA2007
 JA2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2007.GEOID18 height accuracy estimate available here.
 JA2007
 JA2007.Click photographs - Photos may exist for this station.
 JA2007
 JA2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2007
 JA2007. The following values were computed from the NAD 83(1997) position.
 JA2007
 JA2007;                    North         East     Units Scale Factor Converg.
 JA2007;SPC IN W     -   337,834.992   868,046.391   MT  0.99997924   -0 13 34.8
 JA2007;SPC IN W     - 1,108,380.30  2,847,915.53   sFT  0.99997924   -0 13 34.8
 JA2007;UTM  16      - 4,238,176.198   460,770.607   MT  0.99961895   -0 16 40.7
 JA2007
 JA2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2007!SPC IN W     -   0.99997704  x   0.99997924  =   0.99995629
 JA2007!UTM  16      -   0.99997704  x   0.99961895  =   0.99959600
 JA2007
 JA2007:                Primary Azimuth Mark                     Grid Az
 JA2007:SPC IN W     -  TABOR                                    202 32 09.9
 JA2007:UTM  16      -  TABOR                                    202 35 15.8
 JA2007
 JA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6077038176(NAD 83)
 JA2007
 JA2007|---------------------------------------------------------------------|
 JA2007| PID    Reference Object                     Distance      Geod. Az  |
 JA2007|                                                           dddmmss.s |
 JA2007| CG9908 SEBASTIAN RM 3                       33.635 METERS 04131     |
 JA2007| CG9905 SEBASTIAN AZ MK                                    0581027.0 |
 JA2007| JA2005 OAKLAND MUNICIPAL TANK              APPROX.11.0 KM 0592119.1 |
 JA2007| CG9909 SEBASTIAN RM 4                       90.809 METERS 07213     |
 JA2007| CG9906 SEBASTIAN RM 1                       23.930 METERS 12219     |
 JA2007| JA2004 TABOR                               APPROX.11.6 KM 2021835.1 |
 JA2007| CG9907 SEBASTIAN RM 2                       26.672 METERS 21231     |
 JA2007| JA2015 PRINCETON HEINZ FOOD PLT TANK       APPROX.11.9 KM 2984345.8 |
 JA2007| JA2017 PRINCETON SOUTHERN RR SHOPS TK      APPROX.11.6 KM 2995336.3 |
 JA2007| JA2014 PRINCETON COURTHOUSE SPIRE          APPROX.12.7 KM 3043717.1 |
 JA2007| JA2006 FRANCISCO BRICK STACK               APPROX. 3.7 KM 3400125.7 |
 JA2007|---------------------------------------------------------------------|
 JA2007
 JA2007                          SUPERSEDED SURVEY CONTROL
 JA2007
 JA2007  NAD 83(1993)-  38 17 26.89721(N)    087 26 54.93715(W) AD(       ) 1
 JA2007  NAD 83(1986)-  38 17 26.90014(N)    087 26 54.93892(W) AD(       ) 1
 JA2007  NAD 27      -  38 17 26.73230(N)    087 26 54.87590(W) AD(       ) 1
 JA2007
 JA2007.Superseded values are not recommended for survey control.
 JA2007
 JA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2007.See file dsdata.pdf to determine how the superseded data were derived.
 JA2007
 JA2007_MARKER: DS = TRIANGULATION STATION DISK
 JA2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2007_STAMPING: SEBASTIAN 1934
 JA2007_MARK LOGO: CGS
 JA2007_PROJECTION: RECESSED 36 CENTIMETERS
 JA2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2007+STABILITY: SURFACE MOTION
 JA2007
 JA2007  HISTORY     - Date     Condition        Report By
 JA2007  HISTORY     - 1934     MONUMENTED       CGS
 JA2007  HISTORY     - 1967     GOOD             CGS
 JA2007
 JA2007                          STATION DESCRIPTION
 JA2007
 JA2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA2007'EIGHT MILES SOUTHEAST OF PRINCETON, 6 MILES SOUTHWEST OF OAKLAND CITY,
 JA2007'2.75 MILES SOUTH OF FRANCISCO, AT THE HIGHEST POINT OF A RIDGE, NEAR
 JA2007'THE SOUTHWEST END OF THE RIDGE, ON THE PROPERTY OF JOHN SEBASTIAN.
 JA2007'
 JA2007'TO REACH THE STATION FROM THE POST OFFICE AT FRANCISCO, TAKE GRAVEL
 JA2007'ROAD SOUTH FROM STATE HIGHWAY 64 FOR 2.95 MILES TO CREST OF RIDGE AND
 JA2007'TURN SOUTHWEST (RIGHT) THROUGH GAP IN FENCE INTO LARGE OPEN FIELD,
 JA2007'CONTINUE SOUTHWEST ALONG SUMMIT OF RIDGE FOR 0.3 MILE TO THE HIGHEST
 JA2007'POINT AND THE STATION, ON THE SOUTHEAST SIDE OF A LARGE COPSE, 50 FEET
 JA2007'NORTHEAST OF STRAND-WIRE FENCE 60 FEET NORTH OF THE EDGE OF THE SOUTH
 JA2007'SLOPE OF THE SUMMIT.
 JA2007'
 JA2007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA2007'DISKS SET IN CONCRETE.
 JA2007'
 JA2007'REFERENCE MARK NO 1 IS EAST OF THE STATION, ON THE EAST EDGE OF THE
 JA2007'SUMMIT, 117.64 FEET NORTHEAST OF REFERENCE MARK NO 2.
 JA2007'
 JA2007'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, IN LINE OF STRAND-WIRE
 JA2007'FENCE.
 JA2007'
 JA2007'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 100 YARDS
 JA2007'SOUTHWEST OF THE ROAD, IN THE CENTER OF A SMALL RISE NEAR THE
 JA2007'NORTHEAST EDGE OF THE OPEN FIELD.
 JA2007'
 JA2007'A 37-FOOT TOWER WILL CLEAR LOCAL TIMBER ON ALL LINES.
 JA2007'
 JA2007'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JA2007
 JA2007                          STATION RECOVERY (1967)
 JA2007
 JA2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2007'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND FOUND IN
 JA2007'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AND REFERENCE
 JA2007'MARK NUMBER 1 HAD BEEN DESTROYED.  REFERENCE MARKS NUMBER 3 AND 4 WERE
 JA2007'ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK NUMBER 2
 JA2007'CHECKED WITH THE PREVIOUS OBSERVATION BUT THE DISTANCE WAS FOUND TO BE
 JA2007'0.12 FOOT LONGER THAN PREVIOUS MEASUREMENT.
 JA2007'
 JA2007'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA2007'
 JA2007'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF PRINCETON, 6.5
 JA2007'MILES SOUTHWEST OF OAKLAND CITY, 3 MILES SOUTH OF FRANCISCO AND ON
 JA2007'PROPERTY OWNED BY MR BASIL LOVELESS.
 JA2007'
 JA2007'TO REACH THE STATION FROM THE POST OFFICE IN FRANCISCO, GO EAST ON
 JA2007'STATE HIGHWAY 64 FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 JA2007'SOUTH ON A PAVED ROAD FOR 2.5 MILES TO THE END OF PAVEMENT.  CONTINUE
 JA2007'SOUTHERLY ON THE GRAVELED ROAD FOR 0.55 MILE TO A DRIVEWAY ON THE
 JA2007'RIGHT AND THE HOUSE OF MR BASIL LOVELESS.  TURN RIGHT AND GO WESTERLY
 JA2007'ON DRIVEWAY FOR ABOUT 100 FEET TO A WOODEN GATE.  PASS THROUGH GATE
 JA2007'AND CONTINUE WESTERLY ON A DIM PASTURE ROAD FOR 0.35 MILE TO THE TOP
 JA2007'OF A HILL AND THE STATION AS DESCRIBED.
 JA2007'
 JA2007'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2007'
 JA2007'STATION MARK, STAMPED SEBASTIAN 1934 IS SET 14 INCHES BELOW THE
 JA2007'SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH OF A FENCE, 46 FEET
 JA2007'SOUTHEAST OF A METAL WITNESS POST AND 44 FEET EAST OF A FENCE.
 JA2007'
 JA2007'RM NO 2, STAMPED SEBASTIAN NO 2 1934 PROJECTS 5 INCHES.  IT IS 3.6
 JA2007'FEET NORTHEAST OF A METAL WITNESS POST, 2.1 FEET SOUTHEAST OF A TRIPLE
 JA2007'TRUNK TREE AND 1.6 FEET EAST OF A FENCE.
 JA2007'
 JA2007'RM NO 3, STAMPED SEBASTIAN NO 3 1934 1967 IS SET FLUSH WITH THE GROUND
 JA2007'SURFACE.  IT IS 10 FEET SOUTHWEST OF A TRIPLE TRUNK TREE, 2 FEET
 JA2007'SOUTHWEST OF A METAL WITNESS POST AND 1.6 FEET SOUTH OF A FENCE.
 JA2007'
 JA2007'RM NO 4, STAMPED SEBASTIAN NO 4 1934 1967 IS SET FLUSH WITH THE GROUND
 JA2007'SURFACE.  IT IS 1.6 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL
 JA2007'WITNESS POST.
 JA2007'
 JA2007'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1521 ***********************************************************************
 MD1521  DESIGNATION -  SEDAN
 MD1521  PID         -  MD1521
 MD1521  STATE/COUNTY-  IN/DE KALB
 MD1521  COUNTRY     -  US
 MD1521  USGS QUAD   -  WATERLOO (2019)
 MD1521
 MD1521                         *CURRENT SURVEY CONTROL
 MD1521  ______________________________________________________________________
 MD1521* NAD 83(1997) POSITION- 41 26 19.42206(N) 085 06 35.95963(W)   ADJUSTED
 MD1521* NAVD 88 ORTHO HEIGHT -   285.85  (+/-2cm)      937.8   (feet) VERTCON3
 MD1521  ______________________________________________________________________
 MD1521  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 MD1521  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 MD1521  HORZ ORDER      -  THIRD
 MD1521  VERT ORDER      -  THIRD ? (See Below)
 MD1521
 MD1521.The horizontal coordinates were established by classical geodetic methods
 MD1521.and adjusted by the National Geodetic Survey in May 1999.
 MD1521
 MD1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1521
 MD1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1521.GEOID18 height accuracy estimate available here.
 MD1521
 MD1521.The vertical order pertains to the NGVD 29 superseded value.
 MD1521
 MD1521.Click photographs - Photos may exist for this station.
 MD1521
 MD1521.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1521
 MD1521. The following values were computed from the NAD 83(1997) position.
 MD1521
 MD1521;                    North         East     Units Scale Factor Converg.
 MD1521;SPC IN E     -   687,430.508   146,522.795   MT  0.99999329   +0 22 06.3
 MD1521;SPC IN E     - 2,255,344.92    480,716.87   sFT  0.99999329   +0 22 06.3
 MD1521;UTM  16      - 4,589,185.827   657,897.772   MT  0.99990683   +1 15 04.0
 MD1521
 MD1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1521!SPC IN E     -   0.99996036  x   0.99999329  =   0.99995365
 MD1521!UTM  16      -   0.99996036  x   0.99990683  =   0.99986719
 MD1521
 MD1521:                Primary Azimuth Mark                     Grid Az
 MD1521:SPC IN E     -  SEDAN AZ MK 2                            216 23 42.5
 MD1521:UTM  16      -  SEDAN AZ MK 2                            215 30 44.8
 MD1521
 MD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5789789185(NAD 83)
 MD1521
 MD1521|---------------------------------------------------------------------|
 MD1521| PID    Reference Object                     Distance      Geod. Az  |
 MD1521|                                                           dddmmss.s |
 MD1521| CD1202 SEDAN RM 1                           34.772 METERS 16419     |
 MD1521| CD1201 SEDAN AZ MK 2                                      2164548.8 |
 MD1521| CD1203 SEDAN RM 2                           46.003 METERS 21715     |
 MD1521| CD1200 SEDAN AZ MK                                        2722027.4 |
 MD1521|---------------------------------------------------------------------|
 MD1521
 MD1521                          SUPERSEDED SURVEY CONTROL
 MD1521
 MD1521  NAD 83(1995)-  41 26 19.42212(N)    085 06 35.96256(W) AD(       ) 3
 MD1521  NAD 83(1986)-  41 26 19.42290(N)    085 06 35.97261(W) AD(       ) 3
 MD1521  NAD 27      -  41 26 19.24270(N)    085 06 36.08290(W) AD(       ) 3
 MD1521  NGVD 29             286.00   (m)          938.3    (f) LEVELING    3  
 MD1521
 MD1521.Superseded values are not recommended for survey control.
 MD1521
 MD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1521.See file dsdata.pdf to determine how the superseded data were derived.
 MD1521
 MD1521_MARKER: DS = TRIANGULATION STATION DISK
 MD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1521_STAMPING: SEDAN 1946
 MD1521_MARK LOGO: CGS
 MD1521_PROJECTION: RECESSED 30 CENTIMETERS
 MD1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1521+STABILITY: SURFACE MOTION
 MD1521
 MD1521  HISTORY     - Date     Condition        Report By
 MD1521  HISTORY     - 1946     MONUMENTED       CGS
 MD1521  HISTORY     - 1963     GOOD             CGS
 MD1521  HISTORY     - 1967     GOOD             CGS
 MD1521
 MD1521                          STATION DESCRIPTION
 MD1521
 MD1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1521'THE STATION IS LOCATED 4.95 MILES WEST OF WATERLOO ON THE SOUTH SIDE
 MD1521'OF U.S.  HIGHWAY NO. 6 IN THE BARNYARD OF A FARM OWNED BY MR. MYRL J.
 MD1521'DELONG.  IT IS 58 FEET SOUTH OF THE CENTERLINE OF U.S.  HIGHWAY NO. 6,
 MD1521'36 FEET SOUTHEAST OF A POWER POLE, 88 FEET WEST OF THE NORTHWEST
 MD1521'CORNER OF A BARN AND 56 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MD1521'GARAGE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MD1521'DISK IS STAMPED SEDAN 1946.
 MD1521'
 MD1521'REFERENCE MARK NO. 1 IS 114.08 FEET SOUTHEAST OF THE STATION, 48 FEET
 MD1521'SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE AND 1 FOOT WEST OF A
 MD1521'NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1521'DISK IS STAMPED SEDAN NO 1 1946.
 MD1521'
 MD1521'REFERENCE MARK NO. 2 IS 150.93 FEET SOUTHWEST OF THE STATION AND 1
 MD1521'FOOT EAST OF A NORTH- SOUTH FENCE LINE.  THE MARK PROJECTS 10 INCHES
 MD1521'AND THE DISK IS STAMPED SEDAN NO 2 1946.
 MD1521'
 MD1521'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 58 FEET NORTH OF
 MD1521'THE CENTERLINE OF U.S. HIGHWAY NO.  6, 13 FEET EAST OF A TELEPHONE
 MD1521'POLE NO. 14538 AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MD1521'PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDAN 1946.
 MD1521'
 MD1521'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY NO. 6 AND U.S.
 MD1521'HIGHWAY NO. 27 IN WATERLOO, GO WEST ON U.S. HIGHWAY NO. 6 FOR 4.95
 MD1521'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1521'
 MD1521'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1521
 MD1521                          STATION RECOVERY (1963)
 MD1521
 MD1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1521'ABOUT ONE HALF MILE NW OF THE SETTLEMENT OF SEDAN, OR 2.0 MILE E ALONG
 MD1521'NO. 6 U.S.  HWY. FROM ITS JUNCTION WITH NO. 327 INDIANA HWY. AT
 MD1521'CORUNNA, ON A HILLOCK, 57- 1/2 FEET S OF CENTER LINE OF HWY., 88- 1/2
 MD1521'FEET W OF NW CORNER OF A BARN, 36- 1/2 FEET SW OF POWER POLE, 28.3
 MD1521'FEET E OF PROJECTED PLANE OF W WALL OF OLD BRICK PART OF
 MD1521'FRAME-AND-BRICK HOUSE ON N SIDE OF HWY., STANDARD DISKS STAMPED SEDAN
 MD1521'1946 ARE SET IN 1A AND 7A MARKS WITH THE TOP MARK 1.0 FEET
 MD1521'UNDERGROUND.
 MD1521'
 MD1521'REFERENCE STAMPED SEDAN NO 1 1946, NOTE 11A, FLUSH, IS 114.16 FEET OR
 MD1521'34.796 METERS SSE IN AZIMUTH 344 DEG 19 MIN FROM STATION, 40 FEET S OF
 MD1521'SW CORNER OF A GARAGE, AND ONE FOOT W OF A FENCE.
 MD1521'
 MD1521'REFERENCE STAMPED SEDAN NO 2 1946, NOTE 11A, PROJECTING 0.9 FOOT, IS
 MD1521'151.04 FEET OR 46.037 METERS SW IN AZIMUTH 37 DEG 15 MIN FROM STATION,
 MD1521'34 FEET S OF OLD APPLE TREE, AND ONE FOOT E OF A FENCE.
 MD1521'
 MD1521'AZIMUTH MARK STAMPED SEDAN 1946, NOTE 16A, IS ABOUT 0.25 MILE W IN
 MD1521'AZIMUTH 92 DEG 25 MIN 20.2 SEC FROM STATION, ABOUT 69 YARDS W OF
 MD1521'PROJECTED CENTER LINE OF NO. 17 COUNTY ROAD (GRAVELED) FROM THE SOUTH,
 MD1521'29 FEET N OF CENTER LINE OF HWY., 13 FEET E OF NO. 14538 TELEPHONE
 MD1521'POLE WHICH IS ON CREST OF SMALL RIDGE, AND 1.3 FEET E OF A STEEL
 MD1521'WITNESS POST.
 MD1521
 MD1521                          STATION RECOVERY (1967)
 MD1521
 MD1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MD1521'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  DUE TO ROAD
 MD1521'CONSTRUCTION THE AZIMUTH MARK WAS DESTROYED AND A NEW ONE SET AT A
 MD1521'DIFFERENT LOCATION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT
 MD1521'THE DIRECTION WAS FOUND TO BE IN ERROR.  THE PREVIOUS RECOVERY NOTE IS
 MD1521'ADEQUATE WITH THE BELOW CHANGES.
 MD1521'
 MD1521'STATION MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 MD1521'
 MD1521'AZIMUTH MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 MD1521'NORTHWEST CONCRETE ABUTTMENT OF A RAILROAD OVERPASS, 13 FEET WEST OF
 MD1521'THE CENTERLINE OF COUNTY HIGHWAY 17, 6 FEET NORTH OF THE NORTH RAIL OF
 MD1521'THE RAILROAD TRACK, 1-1/2 FEET SOUTH OF THE NORTH EDGE OF THE
 MD1521'ABUTTMENT AND ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE RAILS.  THE
 MD1521'DISK IS STAMPED SEDAN AZ 2 1946 1967.
 MD1521'
 MD1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 27 IN
 MD1521'WATERLOO, GO WEST ON HIGHWAY 6 FOR 4.7 MILES TO THE STATION ON THE
 MD1521'LEFT.
 MD1521'
 MD1521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 6 FOR
 MD1521'0.2 MILE TO THE JUNCTION OF COUNTY HIGHWAY 17.  TURN LEFT ON HIGHWAY
 MD1521'17 AND GO SOUTH FOR 0.25 MILE TO A RAILROAD OVERPASS AND THE AZIMUTH
 MD1521'MARK.
 MD1521'
 MD1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES WEST OF
 MD1521'WATERLOO
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1220 ***********************************************************************
 ME1220  DESIGNATION -  SEDLEY
 ME1220  PID         -  ME1220
 ME1220  STATE/COUNTY-  IN/PORTER
 ME1220  COUNTRY     -  US
 ME1220  USGS QUAD   -  VALPARAISO (2019)
 ME1220
 ME1220                         *CURRENT SURVEY CONTROL
 ME1220  ______________________________________________________________________
 ME1220* NAD 83(1997) POSITION- 41 29 32.68616(N) 087 06 32.25672(W)   ADJUSTED
 ME1220* NAVD 88 ORTHO HEIGHT -   217.001 (meters)      711.94  (feet) ADJUSTED
 ME1220  ______________________________________________________________________
 ME1220  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME1220  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 ME1220  DYNAMIC HEIGHT  -        216.916 (meters)      711.67  (feet) COMP
 ME1220  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 ME1220
 ME1220  HORZ ORDER      -  SECOND
 ME1220  VERT ORDER      -  FIRST     CLASS I
 ME1220
 ME1220.The horizontal coordinates were established by classical geodetic methods
 ME1220.and adjusted by the National Geodetic Survey in May 1999.
 ME1220
 ME1220.The orthometric height was determined by differential leveling and
 ME1220.adjusted by the NATIONAL GEODETIC SURVEY
 ME1220.in June 1991.
 ME1220
 ME1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1220.GEOID18 height accuracy estimate available here.
 ME1220
 ME1220.Click photographs - Photos may exist for this station.
 ME1220
 ME1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1220
 ME1220.The dynamic height is computed by dividing the NAVD 88
 ME1220.geopotential number by the normal gravity value computed on the
 ME1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1220.degrees latitude (g = 980.6199 gals.).
 ME1220
 ME1220.The modeled gravity was interpolated from observed gravity values.
 ME1220
 ME1220. The following values were computed from the NAD 83(1997) position.
 ME1220
 ME1220;                    North         East     Units Scale Factor Converg.
 ME1220;SPC IN W     -   693,243.404   897,860.076   MT  0.99996672   -0 01 01.1
 ME1220;SPC IN W     - 2,274,416.07  2,945,729.27   sFT  0.99996672   -0 01 01.1
 ME1220;UTM  16      - 4,593,427.630   490,904.818   MT  0.99960102   -0 04 19.9
 ME1220
 ME1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1220!SPC IN W     -   0.99997125  x   0.99996672  =   0.99993797
 ME1220!UTM  16      -   0.99997125  x   0.99960102  =   0.99957228
 ME1220
 ME1220:                Primary Azimuth Mark                     Grid Az
 ME1220:SPC IN W     -  TT 8 WO                                  272 53 15.6
 ME1220:UTM  16      -  TT 8 WO                                  272 56 34.4
 ME1220
 ME1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9090493427(NAD 83)
 ME1220
 ME1220|---------------------------------------------------------------------|
 ME1220| PID    Reference Object                     Distance      Geod. Az  |
 ME1220|                                                           dddmmss.s |
 ME1220| ME2517 VALPARAISO MUNICIPAL TANK           APPROX. 4.5 KM 1114956.0 |
 ME1220| ME2515 VALPARAISO N IND PS CO RAD MST      APPROX. 4.4 KM 1125018.8 |
 ME1220| ME2514 VALPARAISO ST PAULS CATH CH         APPROX. 4.4 KM 1244131.2 |
 ME1220| ME1221 SEDLEY RM 1                          25.623 METERS 18630     |
 ME1220| ME1218 TT 8 WO                                            2725214.5 |
 ME1220| ME1219 SEDLEY RM 2                          27.692 METERS 27906     |
 ME1220|---------------------------------------------------------------------|
 ME1220
 ME1220                          SUPERSEDED SURVEY CONTROL
 ME1220
 ME1220  NAD 83(1986)-  41 29 32.69145(N)    087 06 32.25859(W) AD(       ) 2
 ME1220  NAD 27      -  41 29 32.55200(N)    087 06 32.14250(W) AD(       ) 2
 ME1220  NGVD 29 (??/??/92)  217.096  (m)          712.26   (f) ADJ UNCH    1 1
 ME1220  NGVD 29             217.10   (m)          712.3    (f) LEVELING    3  
 ME1220
 ME1220.Superseded values are not recommended for survey control.
 ME1220
 ME1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1220.See file dsdata.pdf to determine how the superseded data were derived.
 ME1220
 ME1220_MARKER: DS = TRIANGULATION STATION DISK
 ME1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1220_STAMPING: SEDLEY 1948
 ME1220_MARK LOGO: CGS
 ME1220_PROJECTION: FLUSH
 ME1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1220+STABILITY: SURFACE MOTION
 ME1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1220+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2022
 ME1220
 ME1220  HISTORY     - Date     Condition        Report By
 ME1220  HISTORY     - 1948     MONUMENTED       CGS
 ME1220  HISTORY     - 1968     GOOD             CGS
 ME1220  HISTORY     - 1968     GOOD             CGS
 ME1220  HISTORY     - 1972     SEE DESCRIPTION  NGS
 ME1220  HISTORY     - 19920902 GOOD             NGS
 ME1220  HISTORY     - 20220513 GOOD             IN-127
 ME1220  HISTORY     - 20220523 GOOD             IN-127
 ME1220
 ME1220                          STATION DESCRIPTION
 ME1220
 ME1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME1220'STATION IS LOCATED 3 MILES NORTHWEST OF VALPARAISO.  IT IS 40 FEET
 ME1220'SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET NORTHEAST OF THE CENTER
 ME1220'OF STATE HIGHWAY 130, 19 FEET SOUTH OF A 8 INCH MAPLE TREE AND 17 FEET
 ME1220'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME1220'STAMPED SEDLEY 1948.
 ME1220'
 ME1220'REFERENCE MARK NO. 1 IS 84.10 FEET SOUTH OF THE STATION.  IT IS 37
 ME1220'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST OF A
 ME1220'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SEDLEY
 ME1220'NO 1 1948.
 ME1220'
 ME1220'REFERENCE MARK NO. 2 IS 90.87 FEET WEST OF THE STATION.  IT IS 36 FEET
 ME1220'NORTHEAST OF THE CENTER OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER OF
 ME1220'THE GRAVEL ROAD AND 9 FEET WEST OF AN 8 INCH HICKORY TREE.  THE MARK
 ME1220'PROJECTS 6 INCHES AND THE DISK IS STAMPED SEDLEY NO 2 1948.
 ME1220'
 ME1220'TT 8 WO (USGS) B.M. IS 0.25 MILE WEST OF THE STATION AND WAS USED AS
 ME1220'THE AZIMUTH MARK IT IS 52 FEET EAST OF THE CORNER OF A GRAVEL ROAD, 34
 ME1220'FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A WHITE
 ME1220'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS A 6 BY 6
 ME1220'INCH CONCRETE POST PROJECTING 8 INCHES WITH A STANDARD USGS BENCH MARK
 ME1220'DISK STAMPED TT 8 WO 1934 (ELV. 701)
 ME1220'
 ME1220'TO REACH THE STATION FROM THE PORTER COUNTY COURTHOUSE IN VALPARAISO
 ME1220'GO WEST AND NORTHWEST OF STATE HIGHWAY 130 FOR 2.35 MILES TO THE
 ME1220'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.25 MILE TO THE
 ME1220'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME1220'
 ME1220'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 ME1220
 ME1220                          STATION RECOVERY (1968)
 ME1220
 ME1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRC)
 ME1220'THE STATION, REFERENCE MARK NO. 1 AND 2 AND MARK TT 8 WO (USGS) USED
 ME1220'AS AND AZIMUTH MARK WERE ALL RECOVERED AND IN GOOD CONDITION.  THE
 ME1220'STATION MARY BE REACHED BY GOING 3.2 MILES WEST ALONG STATE HIGHWAY
 ME1220'130 FROM THE COURTHOUSE AT VALPARAISO.
 ME1220'
 ME1220'THE STATION IS IN SECTION 16, R 6 W, T 35 N, AT THE OUTSIDE OF A CURVE
 ME1220'IN THE HIGHWAY, 47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ME1220'39 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD LEADING EAST
 ME1220'FROM THE HIGHWAY, 74-1/2 FEET SOUTHEAST OF AND A CROSS THE GRAVEL ROAD
 ME1220'FROM POWER LINE POLE 447/338, 19 FEET SOUTH OF A 2- INCH MAPLE TREE,
 ME1220'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME1220'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME1220'
 ME1220'RM. NO. 1 IS 84.1 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE
 ME1220'STATION MARK DESCRIBED, AT THE INSIDE OF A CURVE, 52 FEET EAST OF A
 ME1220'CABLE LINE POLE, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 127
 ME1220'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM RM 2 DESCRIBED, 2 FEET
 ME1220'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 ME1220'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME1220'
 ME1220'RM 2 IS 90.9 FEET WEST OF THE STATION MARK DESCRIBED, 37-1/2 FEET
 ME1220'NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER
 ME1220'LINE OF A GRAVEL ROAD LEADING EAST FROM THE HIGHWAY, 9 FEET SOUTHWEST
 ME1220'OF A 14-INCH HICKORY TREE 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 ME1220'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME1220'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME1220'
 ME1220'TT 8 WO (USGS) IS 0.25 MILE WEST OF THE STATION ALONG STATE HIGHWAY
 ME1220'130, AT THE INTERSECTION OF BLACK TOP ROAD 250 WEST, 53 FEET EAST OF
 ME1220'THE CENTER LINE OF ROAD 250 WEST, 37 FEET NORTH OF THE CENTER LINE OF
 ME1220'THE HIGHWAY, 37-1/2 FEET SOUTHEAST OF POWER LINE POLE 437/791, 18-1/2
 ME1220'FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A
 ME1220'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 ME1220'INCHES ABOVE THE LEVEL OF THE GROUND.
 ME1220'
 ME1220'STATION STATES THAT THE STATION MAY BE REACHED BY GOING 2.35 MILES
 ME1220'WEST FROM THE COURTHOUSE AT VALPARAISO WHICH IS IN ERROR.  THE MILEAGE
 ME1220'GIVEN IN THIS DESCRIPTION AS 3.2 MILES WEST WAS DOUBLE CHECKED.
 ME1220'
 ME1220'THIS STATION HAS THE DISTANCE FROM THE CENTER LINE OF THE HIGHWAY AS
 ME1220'30 FEET.  THIS MEASUREMENT WAS DOUBLE CHECKED AND WAS FOUND TO BE 47
 ME1220'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 ME1220
 ME1220                          STATION RECOVERY (1968)
 ME1220
 ME1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1220'3.4 MI NW FROM VALPARAISO.
 ME1220'ABOUT 2.9 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1220'THE STATION AT VALPARAISO, THENCE 0.3 MILE NORTH ALONG ROAD 250
 ME1220'WEST, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY 130, IN SECTION
 ME1220'16, R W 6, T 35 N, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 ME1220'47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 ME1220'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST FROM
 ME1220'THE HIGHWAY, 74 1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM
 ME1220'POWER LINE POLE 447/338, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 ME1220'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 ME1220'THE GROUND.  THIS STATION MAY BE REACHED BY GOING 3.15 MILES
 ME1220'WEST ALONG STATE HIGHWAY 130 FROM THE COURTHOUSE AT VALPARAISO,
 ME1220'IND.
 ME1220
 ME1220                          STATION RECOVERY (1972)
 ME1220
 ME1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME1220'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED FOR
 ME1220'A NEW DESCRIPTION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 ME1220'CHECKED.  A NEW DESCRIPTION FOLLOWS-
 ME1220'
 ME1220'THE STATION IS LOCATED IN SEC. 16, R-6-W, T-35-N, ON ROAD
 ME1220'RIGHT-OF-WAY, 74 FEET SOUTHEAST OF POWER POLE NO 447/338, 47 FEET
 ME1220'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 130, 39 FEET SOUTH OF THE
 ME1220'CENTERLINE OF A GRAVELED ROAD AND 19 FEET SOUTH OF A 12 INCH MAPLE
 ME1220'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDLEY
 ME1220'1948.
 ME1220'
 ME1220'TO REACH THE STATION FROM THE PORTER COUNTY COURTHOUSE AT VALPARAISO
 ME1220'GO WEST ON STATE HIGHWAY 130 FOR 3.2 MILES TO THE STATION ON THE
 ME1220'RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE TO TT 8 WO (USGS)
 ME1220'B.M. ON THE RIGHT.
 ME1220'
 ME1220'REFERENCE MARK 1 IS 52 FEET EAST OF A TELEPHONE POLE, 35 FEET SOUTH OF
 ME1220'THE CENTERLINE OF THE HIGHWAY AND 2 FEET WEST OF A METAL WITNESS POST.
 ME1220'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SEDLEY NO 1
 ME1220'1948.
 ME1220'
 ME1220'REFERENCE MARK 2 IS 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 23
 ME1220'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 9 FEET SOUTHWEST OF
 ME1220'A 14 INCH HICKORY TREE AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 ME1220'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED SEDLEY NO 2 1948.
 ME1220'
 ME1220'TT 8 WO (USGS) B.M. IS A STANDARD U.S.G.S. MARK SET IN THE TOP OF A 6
 ME1220'BY 6 INCH CONCRETE POST PROJECTING ABOUT 12 INCHES, 53 FEET EAST OF
 ME1220'THE CENTERLINE OF CO. RD. 250 W, 37 FEET NORTH OF THE CENTERLINE OF
 ME1220'THE HIGHWAY, 37 FEET SOUTHEAST OF POWER POLE NO 437/791, 18 FEET EAST
 ME1220'OF A CONCRETE RIGHT-OF-WAY POST AND 1 FOOT EAST OF A METAL WITNESS
 ME1220'POST.  THE DISK IS STAMPED TT 8 WO 1934 ELV. 701.
 ME1220'
 ME1220'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 ME1220
 ME1220                          STATION RECOVERY (1992)
 ME1220
 ME1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1220'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1220'IN VALPARAISO, 27.7 M (90.9 FT) EAST OF REFERENCE MARK 2, 25.6 M
 ME1220'(84.0 FT) NORTH OF REFERENCE MARK 1, 15.1 M (49.5 FT) NORTH-NORTHEAST
 ME1220'OF THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF THE
 ME1220'CENTER OF 400 NORTH ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 ME1220'SURFACE.
 ME1220
 ME1220                          STATION RECOVERY (2022)
 ME1220
 ME1220'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1220'THE MARK IS LOCATED BY GOING 3.2 MI (5.1 KM) NORTHWEST ON STATE
 ME1220'HIGHWAY 130 FROM THE COURTHOUSE IN VALPARAISO AND IS LOCATED IN THE
 ME1220'EAST TRIANGLE INTERSECTION OF HIGHWAY 130 AND COUNTY ROAD 400 NORTH,
 ME1220'41.1 FT (12.5 M) SOUTH OF THE CENTERLINE OF CR 400 N, 48.0 FT (14.6 M)
 ME1220'NORTHERLY OF THE CENTERLINE OF HIGHWAY, 27.6 FT (8.4 M) SOUTHEAST OF
 ME1220'STEM NUT OF FIRE HYDRANT, 83.77 FT (25.5 M) NORTH OF SEDLEY REFERENCE
 ME1220'MARK 1. STATION SEDLEY (ME 1220) IS FLUSH WITH THE GROUND, SEDLEY
 ME1220'REFERENCE MARK 1 (ME 1221) WAS FOUND IN GOOD CONDITION AND SEDLEY
 ME1220'REFERENCE MARK 2 (ME 1219) IS PRESUMED DESTROYED AFTER EXTENSIVELY
 ME1220'PROBING AND DIGGING THROUGHOUT THE AREA FOR IT.
 ME1220
 ME1220                          STATION RECOVERY (2022)
 ME1220
 ME1220'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1220'STATION IS LOCATED BY GOING 3.2 MILES NORTHWEST ON STATE HIGHWAY 130
 ME1220'FROM THE COURTHOUSE IN VALPARAISO AND IS LOCATED IN THE EAST TRIANGLE
 ME1220'INTERSECTION OF HIGHWAY 130 AND COUNTY ROAD 400 NORTH, 41.1 FT SOUTH
 ME1220'OF CENTERLINE OF CR 400 N, 48.0 FT NORTHERLY OF CENTERLINE OF HIGHWAY,
 ME1220'27.6 FT SOUTHEAST OF STEM NUT OF FIRE HYDRANT, 83.77 FT NORTH OF
 ME1220'SEDLEY RM 1. STATION SEDLEY (ME 1220) IS FLUSH WITH GROUND, SEDLEY RM
 ME1220'1 (ME 1221) WAS FOUND IN GOOD CONDITION, AND SEDLEY RM 2 (ME 1219) IS
 ME1220'PRESUMED DESTROYED AFTER EXTENSIVELY PROBING AND DIGGING THROUGHOUT
 ME1220'THE AREA FOR IT. ME 1220 FAILED OPUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1221 ***********************************************************************
 ME1221  DESIGNATION -  SEDLEY RM 1
 ME1221  PID         -  ME1221
 ME1221  STATE/COUNTY-  IN/PORTER
 ME1221  COUNTRY     -  US
 ME1221  USGS QUAD   -  VALPARAISO (2019)
 ME1221
 ME1221                         *CURRENT SURVEY CONTROL
 ME1221  ______________________________________________________________________
 ME1221* NAD 83(1986) POSITION- 41 29 31.86   (N) 087 06 32.38   (W)   HD_HELD1
 ME1221* NAVD 88 ORTHO HEIGHT -   216.475 (meters)      710.22  (feet) ADJUSTED
 ME1221  ______________________________________________________________________
 ME1221  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME1221  DYNAMIC HEIGHT  -        216.390 (meters)      709.94  (feet) COMP
 ME1221  MODELED GRAVITY -    980,226.7   (mgal)                       NAVD 88
 ME1221
 ME1221  VERT ORDER      -  FIRST     CLASS I
 ME1221
 ME1221.The horizontal coordinates were determined by differentially corrected
 ME1221.hand held GPS observations or other comparable positioning techniques
 ME1221.and have an estimated accuracy of +/- 3 meters.
 ME1221
 ME1221.The orthometric height was determined by differential leveling and
 ME1221.adjusted by the NATIONAL GEODETIC SURVEY
 ME1221.in June 1991.
 ME1221
 ME1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1221.GEOID18 height accuracy estimate available here.
 ME1221
 ME1221.Click photographs - Photos may exist for this station.
 ME1221
 ME1221.The dynamic height is computed by dividing the NAVD 88
 ME1221.geopotential number by the normal gravity value computed on the
 ME1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1221.degrees latitude (g = 980.6199 gals.).
 ME1221
 ME1221.The modeled gravity was interpolated from observed gravity values.
 ME1221
 ME1221;                    North         East    Units  Estimated Accuracy
 ME1221;SPC IN W     -   693,217.9     897,857.2     MT  (+/- 3 meters HH1 GPS) 
 ME1221
 ME1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9090193402(NAD 83)
 ME1221
 ME1221                          SUPERSEDED SURVEY CONTROL
 ME1221
 ME1221  NGVD 29 (??/??/92)  216.570  (m)          710.53   (f) ADJ UNCH    1 1
 ME1221
 ME1221.Superseded values are not recommended for survey control.
 ME1221
 ME1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1221.See file dsdata.pdf to determine how the superseded data were derived.
 ME1221
 ME1221_MARKER: DR = REFERENCE MARK DISK
 ME1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1221_STAMPING: SEDLEY NO 1 1948
 ME1221_MARK LOGO: CGS
 ME1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1221+STABILITY: SURFACE MOTION
 ME1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1221+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME1221
 ME1221  HISTORY     - Date     Condition        Report By
 ME1221  HISTORY     - 1948     MONUMENTED       CGS
 ME1221  HISTORY     - 1968     GOOD             CGS
 ME1221  HISTORY     - 19920902 GOOD             NGS
 ME1221
 ME1221                          STATION DESCRIPTION
 ME1221
 ME1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1221'3.4 MI NW FROM VALPARAISO.
 ME1221'ABOUT 2.9 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1221'THE STATION AT VALPARAISO, THENCE 0.3 MILE NORTH ALONG ROAD 250
 ME1221'WEST, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY 130, IN SECTION
 ME1221'16, R W 6, T 35 N, AT THE INSIDE OF A CURVE IN THE HIGHWAY, 84.1
 ME1221'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE STATION MARK
 ME1221'DESCRIBED, 52 FEET EAST OF A CABLE LINE POLE, 51 FEET WEST OF
 ME1221'ANOTHER POLE, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ME1221'127 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM RM 2 DESCRIBED,
 ME1221'2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 ME1221'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 ME1221'THE LEVEL OF THE GROUND.
 ME1221
 ME1221                          STATION RECOVERY (1992)
 ME1221
 ME1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1221'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1221'IN VALPARAISO, 25.6 M (84.0 FT) SOUTH OF TRIANGULATION STATION
 ME1221'SEDLEY, 14.5 M (47.6 FT) NORTHWEST OF AN UNDERGROUND CABLE JUNCTION
 ME1221'BOX, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5
 ME1221'M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 ME1221'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 ME1221'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1945 ***********************************************************************
 JA1945  DESIGNATION -  SEFERT
 JA1945  PID         -  JA1945
 JA1945  STATE/COUNTY-  IN/DAVIESS
 JA1945  COUNTRY     -  US
 JA1945  USGS QUAD   -  WASHINGTON (2019)
 JA1945
 JA1945                         *CURRENT SURVEY CONTROL
 JA1945  ______________________________________________________________________
 JA1945* NAD 83(1997) POSITION- 38 40 17.64299(N) 087 08 40.30636(W)   ADJUSTED
 JA1945* NAVD 88 ORTHO HEIGHT -   201.63  (+/-2cm)      661.5   (feet) VERTCON3
 JA1945  ______________________________________________________________________
 JA1945  GEOID HEIGHT    -        -32.360 (meters)                     GEOID18
 JA1945  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 JA1945  HORZ ORDER      -  FIRST
 JA1945  VERT ORDER      -  THIRD ? (See Below)
 JA1945
 JA1945.The horizontal coordinates were established by classical geodetic methods
 JA1945.and adjusted by the National Geodetic Survey in May 1999.
 JA1945
 JA1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1945
 JA1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1945.GEOID18 height accuracy estimate available here.
 JA1945
 JA1945.The vertical order pertains to the NGVD 29 superseded value.
 JA1945
 JA1945.Click photographs - Photos may exist for this station.
 JA1945
 JA1945.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1945
 JA1945. The following values were computed from the NAD 83(1997) position.
 JA1945
 JA1945;                    North         East     Units Scale Factor Converg.
 JA1945;SPC IN W     -   380,039.220   894,674.549   MT  0.99996702   -0 02 17.7
 JA1945;SPC IN W     - 1,246,845.34  2,935,278.08   sFT  0.99996702   -0 02 17.7
 JA1945;UTM  16      - 4,280,341.012   487,427.279   MT  0.99960195   -0 05 25.1
 JA1945
 JA1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1945!SPC IN W     -   0.99997344  x   0.99996702  =   0.99994046
 JA1945!UTM  16      -   0.99997344  x   0.99960195  =   0.99957540
 JA1945
 JA1945:                Primary Azimuth Mark                     Grid Az
 JA1945:SPC IN W     -  SEFERT AZ MK                             219 35 33.1
 JA1945:UTM  16      -  SEFERT AZ MK                             219 38 40.5
 JA1945
 JA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8742780341(NAD 83)
 JA1945
 JA1945|---------------------------------------------------------------------|
 JA1945| PID    Reference Object                     Distance      Geod. Az  |
 JA1945|                                                           dddmmss.s |
 JA1945| CG9914 SEFERT RM 1                          37.423 METERS 05651     |
 JA1945| JA1941 MONTGOMERY ST MICHAELS CATH CH      APPROX. 8.6 KM 0950906.3 |
 JA1945| CG9915 SEFERT RM 2                          29.541 METERS 13952     |
 JA1945| JA1944 WASHINGTON VINCENNES CAN STK        APPROX. 1.5 KM 1965555.4 |
 JA1945| JA1943 WASHINGTON REDWOOD WATER TANK       APPROX. 1.7 KM 2103046.0 |
 JA1945| CG9913 SEFERT AZ MK                                       2193315.4 |
 JA1945|---------------------------------------------------------------------|
 JA1945
 JA1945                          SUPERSEDED SURVEY CONTROL
 JA1945
 JA1945  NAD 83(1986)-  38 40 17.65070(N)    087 08 40.30665(W) AD(       ) 1
 JA1945  NAD 27      -  38 40 17.47200(N)    087 08 40.26900(W) AD(       ) 1
 JA1945  NGVD 29             201.76   (m)          661.9    (f) LEVELING    3  
 JA1945
 JA1945.Superseded values are not recommended for survey control.
 JA1945
 JA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1945.See file dsdata.pdf to determine how the superseded data were derived.
 JA1945
 JA1945_MARKER: DS = TRIANGULATION STATION DISK
 JA1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1945_STAMPING: SEFERT 1934
 JA1945_MARK LOGO: CGS
 JA1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1945+STABILITY: SURFACE MOTION
 JA1945
 JA1945  HISTORY     - Date     Condition        Report By
 JA1945  HISTORY     - 1934     MONUMENTED       CGS
 JA1945
 JA1945                          STATION DESCRIPTION
 JA1945
 JA1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1945'ONE AND ONE-HALF MILES NORTH-NORTHEAST OF WASHINGTON, IND.  STATION IS
 JA1945'ON THE PROPERTY OF DR WADSWORTH ON THE SOUTHERLY END OF AN S-SHAPED
 JA1945'RIDGE, LOCALLY KNOWN AS SEFERTS HILL.  IT IS ABOUT 0.25 MILE NORTH OF
 JA1945'THE BEDFORD ROAD, 0.375 MILE NORTHEAST OF ONE-STORY WHITE HOUSE AND
 JA1945'BARN, HOME OF MR RAYMOND, TENANT FARMER, AND IN A CULTIVATED FIELD.
 JA1945'
 JA1945'TO REACH STATION FROM BUSINESS SECTION IN WASHINGTON GO NORTH ON EAST
 JA1945'FIFTH STREET STATE HIGHWAY 57 FOR 3 BLOCKS, TURN RIGHT ON EAST HEFRONT
 JA1945'STREET FOR ONE BLOCK TO LARGE BRICK GYMNASIM, TURN LEFT AND THEN RIGHT
 JA1945'AROUND NORTH SIDE OF GYMANSIUM ON THE BEDFORD ROAD.  CONTINUE EAST FOR
 JA1945'0.5 MILE PASSING HOSPITAL ON RIGHT TO T-ROAD, TURN LEFT (NORTH) FOR
 JA1945'100 FEET, THEN TURN RIGHT AND FOLLOW HARD SURFACE ROAD EAST AND NORTH
 JA1945'FOR 0.6 MILE TO T-ROAD LEFT, CONTINUE STRAIGHT (EAST) ON STONE ROAD
 JA1945'FOR 0.2 MILE TO BOTTOM OF GRADE AND PRIVATE DIRT ROAD (LEFT)  TURN
 JA1945'LEFT AND GO 0.2 MILE TO HOME AND BARN OF MR RAYMOND, CONTINUE THROUGH
 JA1945'GATE AND TURN RIGHT, AROUND SOUTH SIDE OF BARN AND FOLLOW FARM LANE
 JA1945'EAST FOR 0.1 MILE (AZIMUTH MARK AT THIS POINT)  TURN LEFT (NORTH) AND
 JA1945'FOLLOW LANE NORTH AND EAST FOR 0.25 MILE TO WIRE GATE AT TOP OF GRADE.
 JA1945'STATION IS ABOUT 75 YARDS EAST-NORTHEAST OF HERE AT CROWN OF RIDGE.
 JA1945'
 JA1945'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 JA1945'IN CONCRETE.  THERE IS NO SURFACE MARK.
 JA1945'
 JA1945'REFERENCE MARK NO 1 IS NORTHEAST OF STATION 1.5 FEET WEST OF FENCE
 JA1945'LINE AT EDGE OF WOODS, 10 FEET NORTH OF GATE A T-FENCE CORNER.
 JA1945'
 JA1945'REFERENCE MARK NO 2 IS SOUTHEAST OF STATION, 146.85 FEET SOUTH OF
 JA1945'REFERENCE MARK NO 1, 1.5 FEET WEST OF FENCE LINE.
 JA1945'
 JA1945'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF STATION ON SOUTH SIDE OF
 JA1945'FARM LANE, 1 FOOT NORTH OF FENCE LINE, 15 FEET WEST OF T-FENCE CORNER
 JA1945'WHERE LANE TURNS NORTH.
 JA1945'
 JA1945'STATION MARK IS SET 1.5 FEET BELOW SURFACE.  IT IS ABOUT 70 FEET WEST
 JA1945'OF FENCE LINE AND 231.2 FEET EAST-NORTHEAST OF GATE POST AT T-FENCE
 JA1945'CORNER AT BEND IN LANE.
 JA1945'
 JA1945'A 50-FOOT TOWER REQUIRED.
 JA1945'
 JA1945'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DH7925 ***********************************************************************
 DH7925  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7925  DESIGNATION -  SEILER INDY COOP CORS ARP
 DH7925  CORS_ID     -  SIIN
 DH7925  PID         -  DH7925
 DH7925  STATE/COUNTY-  IN/MARION
 DH7925  COUNTRY     -  US
 DH7925  USGS QUAD   -  FISHERS (2019)
 DH7925
 DH7925                         *CURRENT SURVEY CONTROL
 DH7925  ______________________________________________________________________
 DH7925* NAD 83(CORS) POSITION- 39 53 29.01430(N) 086 03 32.92373(W)   ADJUSTED
 DH7925* NAD 83(CORS) ELLIP HT-   220.472 (meters)        (01/??/06)   ADJUSTED
 DH7925* NAD 83(CORS) EPOCH   -  2002.00
 DH7925  ______________________________________________________________________
 DH7925  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 DH7925  NAD 83(CORS) X  -    336,803.242 (meters)                     COMP
 DH7925  NAD 83(CORS) Y  - -4,889,032.020 (meters)                     COMP
 DH7925  NAD 83(CORS) Z  -  4,068,881.866 (meters)                     COMP
 DH7925  HORZ ORDER      -  SPECIAL (CORS)
 DH7925  ELLP ORDER      -  SPECIAL (CORS)
 DH7925
 DH7925.Formal positional accuracy estimates are not available for this CORS
 DH7925.because its coordinates were determined in part using modeled velocities.
 DH7925.A time-series residual plot is available that shows daily coordinate
 DH7925.variations relative to the published coordinates and modeled velocities.
 DH7925.Large residuals may indicate a potential error in the modeled velocities.
 DH7925
 DH7925.Residual plot at:
 DH7925.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=SIIN.
 DH7925
 DH7925.The coordinates were established by GPS observations
 DH7925.and adjusted by the National Geodetic Survey in January 2006.
 DH7925
 DH7925.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DH7925
 DH7925.The coordinates are valid at the epoch date displayed above
 DH7925.which is a decimal equivalence of Year/Month/Day.
 DH7925
 DH7925.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7925.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7925.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7925.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7925.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7925.published epoch of 2010.00.
 DH7925
 DH7925.Additional information on MYCS is available at:
 DH7925.https://geodesy.noaa.gov/CORS/index.shtml
 DH7925
 DH7925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7925.GEOID18 height accuracy estimate available here.
 DH7925
 DH7925.The PID for the CORS L1 Phase Center is DI1898.
 DH7925
 DH7925.Click photographs - Photos may exist for this station.
 DH7925
 DH7925.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7925
 DH7925.The ellipsoidal height was determined by GPS observations
 DH7925.and is referenced to NAD 83.
 DH7925
 DH7925. The following values were computed from the NAD 83(CORS) position.
 DH7925
 DH7925;                    North         East     Units Scale Factor Converg.
 DH7925;SPC IN E     -   515,532.732    66,432.755   MT  0.99998053   -0 15 06.2
 DH7925;SPC IN E     - 1,691,376.97    217,954.80   sFT  0.99998053   -0 15 06.2
 DH7925;UTM  16      - 4,416,126.588   580,438.800   MT  0.99967966   +0 36 12.4
 DH7925
 DH7925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7925!SPC IN E     -   0.99996541  x   0.99998053  =   0.99994594
 DH7925!UTM  16      -   0.99996541  x   0.99967966  =   0.99964508
 DH7925
 DH7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8043816126(NAD 83)
 DH7925
 DH7925                          SUPERSEDED SURVEY CONTROL
 DH7925
 DH7925.No superseded survey control is available for this station.
 DH7925
 DH7925_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7925
 DH7925                          STATION DESCRIPTION
 DH7925
 DH7925'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH7925'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7925'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7925'AND LOG FILES ACCESSIBLE AT:
 DH7925'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DL5983 ***********************************************************************
 DL5983  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL5983  DESIGNATION -  SEILER INDY CORS ARP
 DL5983  CORS_ID     -  INSI
 DL5983  PID         -  DL5983
 DL5983  STATE/COUNTY-  IN/MARION
 DL5983  COUNTRY     -  US
 DL5983  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 DL5983
 DL5983                         *CURRENT SURVEY CONTROL
 DL5983  ______________________________________________________________________
 DL5983* NAD 83(2011) POSITION- 39 51 09.59797(N) 086 00 26.35674(W)   ADJUSTED
 DL5983* NAD 83(2011) ELLIP HT-   238.353 (meters)        (04/??/25)   ADJUSTED
 DL5983* NAD 83(2011) EPOCH   -  2010.00
 DL5983  ______________________________________________________________________
 DL5983  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 DL5983  NAD 83(2011) X  -    341,418.144 (meters)                     COMP
 DL5983  NAD 83(2011) Y  - -4,891,489.049 (meters)                     COMP
 DL5983  NAD 83(2011) Z  -  4,065,593.119 (meters)                     COMP
 DL5983
 DL5983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5983  Standards:
 DL5983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5983  -------------------------------------------------------------------
 DL5983  NETWORK    0.05   0.14           0.02   0.02   0.07     -0.04507200
 DL5983  -------------------------------------------------------------------
 DL5983
 DL5983.The coordinates were established by GPS observations
 DL5983.and adjusted by the National Geodetic Survey in April 2025.
 DL5983
 DL5983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5983.been affixed to the stable North American Tectonic Plate. 
 DL5983
 DL5983.The coordinates are valid at the epoch date displayed above
 DL5983.which is a decimal equivalence of Year/Month/Day.
 DL5983
 DL5983.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL5983.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL5983.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL5983.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL5983.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL5983.published epoch of 2010.00.
 DL5983
 DL5983.Additional information on MYCS is available at:
 DL5983.https://geodesy.noaa.gov/CORS/index.shtml
 DL5983
 DL5983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5983.GEOID18 height accuracy estimate available here.
 DL5983
 DL5983.The PID for the CORS L1 Phase Center is DL5984.
 DL5983
 DL5983.Click photographs - Photos may exist for this station.
 DL5983
 DL5983.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL5983
 DL5983.The ellipsoidal height was determined by GPS observations
 DL5983.and is referenced to NAD 83.
 DL5983
 DL5983. The following values were computed from the NAD 83(2011) position.
 DL5983
 DL5983;                    North         East     Units Scale Factor Converg.
 DL5983;SPC IN E     -   511,214.759    70,848.703   MT  0.99997712   -0 13 05.9
 DL5983;SPC IN E     - 1,677,210.42    232,442.79   sFT  0.99997712   -0 13 05.9
 DL5983;UTM  16      - 4,411,876.227   584,917.354   MT  0.99968877   +0 38 10.2
 DL5983
 DL5983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5983!SPC IN E     -   0.99996261  x   0.99997712  =   0.99993973
 DL5983!UTM  16      -   0.99996261  x   0.99968877  =   0.99965139
 DL5983
 DL5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8491711876(NAD 83)
 DL5983
 DL5983                          SUPERSEDED SURVEY CONTROL
 DL5983
 DL5983  NAD 83(2011)-  39 51 09.59811(N)    086 00 26.35674(W) AD(2010.00) c
 DL5983  ELLIP H (06/??/19)  238.338  (m)                       GP(2010.00) c c
 DL5983  NAD 83(2011)-  39 51 09.59809(N)    086 00 26.35664(W) AD(2010.00) c
 DL5983  ELLIP H (08/??/11)  238.336  (m)                       GP(2010.00) c c
 DL5983  NAD 83(CORS)-  39 51 09.59830(N)    086 00 26.35762(W) AD(2002.00) c
 DL5983  ELLIP H (11/??/09)  238.325  (m)                       GP(2002.00) c c
 DL5983
 DL5983.Superseded values are not recommended for survey control.
 DL5983
 DL5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5983.See file dsdata.pdf to determine how the superseded data were derived.
 DL5983
 DL5983_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL5983
 DL5983                          STATION DESCRIPTION
 DL5983
 DL5983'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL5983'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL5983'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL5983'AND LOG FILES ACCESSIBLE AT:
 DL5983'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1004 ***********************************************************************
 LA1004  DESIGNATION -  SELMA AZ MK
 LA1004  PID         -  LA1004
 LA1004  STATE/COUNTY-  IN/DELAWARE
 LA1004  COUNTRY     -  US
 LA1004  USGS QUAD   -  MUNCIE EAST (2019)
 LA1004
 LA1004                         *CURRENT SURVEY CONTROL
 LA1004  ______________________________________________________________________
 LA1004* NAD 83(1986) POSITION- 40 11 35.47   (N) 085 16 38.35   (W)   HD_HELD1
 LA1004* NAVD 88 ORTHO HEIGHT -   303.993 (meters)      997.35  (feet) ADJUSTED
 LA1004  ______________________________________________________________________
 LA1004  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 LA1004  DYNAMIC HEIGHT  -        303.831 (meters)      996.82  (feet) COMP
 LA1004  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA1004
 LA1004  VERT ORDER      -  SECOND    CLASS 0
 LA1004
 LA1004.The horizontal coordinates were determined by differentially corrected
 LA1004.hand held GPS observations or other comparable positioning techniques
 LA1004.and have an estimated accuracy of +/- 3 meters.
 LA1004
 LA1004.The orthometric height was determined by differential leveling and
 LA1004.adjusted by the NATIONAL GEODETIC SURVEY
 LA1004.in June 1991.
 LA1004
 LA1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1004.GEOID18 height accuracy estimate available here.
 LA1004
 LA1004.Click photographs - Photos may exist for this station.
 LA1004
 LA1004.The dynamic height is computed by dividing the NAVD 88
 LA1004.geopotential number by the normal gravity value computed on the
 LA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1004.degrees latitude (g = 980.6199 gals.).
 LA1004
 LA1004.The modeled gravity was interpolated from observed gravity values.
 LA1004
 LA1004;                    North         East    Units  Estimated Accuracy
 LA1004;SPC IN E     -   549,040.3     133,152.9     MT  (+/- 3 meters HH1 GPS) 
 LA1004
 LA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4663650622(NAD 83)
 LA1004
 LA1004                          SUPERSEDED SURVEY CONTROL
 LA1004
 LA1004  NGVD 29 (??/??/92)  304.130  (m)          997.80   (f) ADJ UNCH    2 0
 LA1004
 LA1004.Superseded values are not recommended for survey control.
 LA1004
 LA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1004.See file dsdata.pdf to determine how the superseded data were derived.
 LA1004
 LA1004_MARKER: DR = REFERENCE MARK DISK
 LA1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1004_STAMPING: SELMA AZIMUTH 1934
 LA1004_MARK LOGO: CGS
 LA1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1004+STABILITY: SURFACE MOTION
 LA1004
 LA1004  HISTORY     - Date     Condition        Report By
 LA1004  HISTORY     - 1934     MONUMENTED       CGS
 LA1004  HISTORY     - 1947     GOOD             CGS
 LA1004
 LA1004                          STATION DESCRIPTION
 LA1004
 LA1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1004'0.3 MI W FROM SELMA.
 LA1004'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1004'SELMA, 50 YARDS WEST AND ACROSS THE HIGHWAY FROM THE WEST CITY
 LA1004'LIMITS, 125.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO
 LA1004'STORY HOUSE, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1004'62 FEET WEST OF TELEPHONE POLE 256-162, 42 FEET EAST OF A
 LA1004'FENCE CORNER 65 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A
 LA1004'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 LA1004'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2076 ***********************************************************************
 LA2076  DESIGNATION -  SELMA PANHANDLE EAST MICROWAVE
 LA2076  PID         -  LA2076
 LA2076  STATE/COUNTY-  IN/DELAWARE
 LA2076  COUNTRY     -  US
 LA2076  USGS QUAD   -  MUNCIE EAST (2019)
 LA2076
 LA2076                         *CURRENT SURVEY CONTROL
 LA2076  ______________________________________________________________________
 LA2076* NAD 83(1997) POSITION- 40 13 34.98092(N) 085 15 07.21133(W)   ADJUSTED
 LA2076  ______________________________________________________________________
 LA2076  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 LA2076  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 LA2076  HORZ ORDER      -  THIRD
 LA2076
 LA2076.The horizontal coordinates were established by classical geodetic methods
 LA2076.and adjusted by the National Geodetic Survey in May 1999.
 LA2076
 LA2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2076.GEOID18 height accuracy estimate available here.
 LA2076
 LA2076.Click photographs - Photos may exist for this station.
 LA2076
 LA2076.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2076
 LA2076. The following values were computed from the NAD 83(1997) position.
 LA2076
 LA2076;                    North         East     Units Scale Factor Converg.
 LA2076;SPC IN E     -   552,736.185   135,291.380   MT  0.99998199   +0 16 04.1
 LA2076;SPC IN E     - 1,813,435.30    443,868.47   sFT  0.99998199   +0 16 04.1
 LA2076;UTM  16      - 4,454,349.389   648,718.457   MT  0.99987227   +1 07 44.7
 LA2076
 LA2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4871854349(NAD 83)
 LA2076
 LA2076                          SUPERSEDED SURVEY CONTROL
 LA2076
 LA2076  NAD 83(1995)-  40 13 34.98131(N)    085 15 07.21963(W) AD(       ) 3
 LA2076  NAD 83(1986)-  40 13 34.98232(N)    085 15 07.22415(W) AD(       ) 3
 LA2076  NAD 27      -  40 13 34.81959(N)    085 15 07.33601(W) AD(       ) 3
 LA2076
 LA2076.Superseded values are not recommended for survey control.
 LA2076
 LA2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2076.See file dsdata.pdf to determine how the superseded data were derived.
 LA2076
 LA2076_MARKER: 45 = MICROWAVE TOWER
 LA2076
 LA2076  HISTORY     - Date     Condition        Report By
 LA2076  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2076  HISTORY     - 20051102 GOOD             GEOCAC
 LA2076
 LA2076                          STATION DESCRIPTION
 LA2076
 LA2076'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2076'THE TOWER IS ABOUT 3 MILES NORTH-NORTHEAST OF SELMA, INDIANA 1.0 MILE
 LA2076'WEST OF JUNCTION OF ROADS 800 E AND 250 N.  IT IS APPROXIMATELY 275
 LA2076'FEET HIGH AND PAINTED RED AND WHITE.  THERE ARE 2 OCTAGONAL SHAPED
 LA2076'MICROWAVE REFLECTORS MOUNTED AT THE TOP.  THE RELAY BOOSTER HOUSE
 LA2076'AND TOWER ARE ON PROPERTY OWNED BY THE PANHANDLE EASTERN PIPELINE
 LA2076'COMPANY AND THE AREA IS FENCED.
 LA2076'
 LA2076'THE LIGHT AT TOP OF THE TOWER WAS INTERSECTED.
 LA2076
 LA2076                          STATION RECOVERY (2005)
 LA2076
 LA2076'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 LA2076'REFLECTORS ON THE TOP APPEAR TO BE CIRCULAR WITH TWO SMALLER
 LA2076'REFLECTORS BELOW THEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2074 ***********************************************************************
 LA2074  DESIGNATION -  SELMA RESET
 LA2074  PID         -  LA2074
 LA2074  STATE/COUNTY-  IN/DELAWARE
 LA2074  COUNTRY     -  US
 LA2074  USGS QUAD   -  MUNCIE EAST (2019)
 LA2074
 LA2074                         *CURRENT SURVEY CONTROL
 LA2074  ______________________________________________________________________
 LA2074* NAD 83(1997) POSITION- 40 11 43.58673(N) 085 16 20.64604(W)   ADJUSTED
 LA2074* NAVD 88 ORTHO HEIGHT -   305.70  (+/-2cm)     1003.0   (feet) VERTCON3
 LA2074  ______________________________________________________________________
 LA2074  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA2074  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 LA2074  HORZ ORDER      -  FIRST
 LA2074  VERT ORDER      -  THIRD ? (See Below)
 LA2074
 LA2074.The horizontal coordinates were established by classical geodetic methods
 LA2074.and adjusted by the National Geodetic Survey in May 1999.
 LA2074
 LA2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2074
 LA2074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2074.GEOID18 height accuracy estimate available here.
 LA2074
 LA2074.The vertical order pertains to the NGVD 29 superseded value.
 LA2074
 LA2074.Click photographs - Photos may exist for this station.
 LA2074
 LA2074.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2074
 LA2074. The following values were computed from the NAD 83(1997) position.
 LA2074
 LA2074;                    North         East     Units Scale Factor Converg.
 LA2074;SPC IN E     -   549,292.519   133,570.552   MT  0.99998053   +0 15 16.1
 LA2074;SPC IN E     - 1,802,137.21    438,222.72   sFT  0.99998053   +0 15 16.1
 LA2074;UTM  16      - 4,450,880.643   647,049.757   MT  0.99986619   +1 06 54.7
 LA2074
 LA2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2074!SPC IN E     -   0.99995735  x   0.99998053  =   0.99993789
 LA2074!UTM  16      -   0.99995735  x   0.99986619  =   0.99982355
 LA2074
 LA2074:                Primary Azimuth Mark                     Grid Az
 LA2074:SPC IN E     -  SELMA AZ MK 2                            105 19 03.8
 LA2074:UTM  16      -  SELMA AZ MK 2                            104 27 25.2
 LA2074
 LA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4704950880(NAD 83)
 LA2074
 LA2074|---------------------------------------------------------------------|
 LA2074| PID    Reference Object                     Distance      Geod. Az  |
 LA2074|                                                           dddmmss.s |
 LA2074| LA2069 DUNKIRK MUNICIPAL TANK              APPROX.20.9 KM 0142631.5 |
 LA2074| LA2060 DUNKIRK HART GLASS CO TANK          APPROX.20.5 KM 0171252.6 |
 LA2074| LA2058 DUNKIRK HART GLASS CO STACK         APPROX.20.5 KM 0171551.7 |
 LA2074| LA2076 SELMA PANHANDLE EAST MICROWAVE      APPROX. 3.8 KM 0264822.4 |
 LA2074| LA2061 REDKEY MUNICIPAL TANK               APPROX.19.9 KM 0304120.0 |
 LA2074| LA1002 SELMA RM 1                           41.850 METERS 08242     |
 LA2074| LA2071 FARMLAND MUNICIPAL TANK             APPROX.12.6 KM 0940041.7 |
 LA2074| LA2072 PARKER MUNICIPAL TANK               APPROX. 6.0 KM 0953014.2 |
 LA2074| CD1212 SELMA AZ MK 2                                      1053419.9 |
 LA2074| LA2077 SELMA RM A                           29.363 METERS 20158     |
 LA2074| LA1003 SELMA RM 2                           48.923 METERS 22407     |
 LA2074| LA1004 SELMA AZ MK                                        2390016.1 |
 LA2074| LA2089 MUNCIE TV STATION WLBC MAST         APPROX. 9.8 KM 2465031.3 |
 LA2074| LA2075 MUNCIE BALL BROS PLANT STACK        APPROX. 8.4 KM 2584600.2 |
 LA2074| LA2086 MUNCIE ST LAWRENCE CATH CHURCH      APPROX. 8.9 KM 2665344.9 |
 LA2074| LA2073 MUNCIE IND STEEL AND WIRE STK       APPROX. 7.6 KM 2682739.4 |
 LA2074| LA2084 MUNCIE DELAWARE CO CTHSE SPIRE      APPROX. 9.8 KM 2691034.6 |
 LA2074| LA2085 MUNCIE MUN POWER PLANT STACK        APPROX. 9.7 KM 2701423.9 |
 LA2074| LA2097 EATON MUNICIPAL TANK                APPROX.17.8 KM 3364414.5 |
 LA2074|---------------------------------------------------------------------|
 LA2074
 LA2074                          SUPERSEDED SURVEY CONTROL
 LA2074
 LA2074  NAD 83(1995)-  40 11 43.58773(N)    085 16 20.65416(W) AD(       ) 1
 LA2074  NAD 83(1986)-  40 11 43.58858(N)    085 16 20.65843(W) AD(       ) 1
 LA2074  NAD 27      -  40 11 43.42400(N)    085 16 20.77000(W) AD(       ) 1
 LA2074  NGVD 29 (07/19/86)  305.84   (m)         1003.4    (f) LEVELING    3  
 LA2074
 LA2074.Superseded values are not recommended for survey control.
 LA2074
 LA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2074.See file dsdata.pdf to determine how the superseded data were derived.
 LA2074
 LA2074_MARKER: DS = TRIANGULATION STATION DISK
 LA2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2074_STAMPING: SELMA 1934 1969
 LA2074_MARK LOGO: CGS
 LA2074_PROJECTION: RECESSED 61 CENTIMETERS
 LA2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2074+STABILITY: SURFACE MOTION
 LA2074
 LA2074  HISTORY     - Date     Condition        Report By
 LA2074  HISTORY     - 1934     MONUMENTED       CGS
 LA2074  HISTORY     - 1935     GOOD             CGS
 LA2074  HISTORY     - 1939     GOOD             CGS
 LA2074  HISTORY     - 1959     GOOD             CGS
 LA2074  HISTORY     - 1969     GOOD             CGS
 LA2074  HISTORY     - 1970     GOOD             NGS
 LA2074
 LA2074                          STATION DESCRIPTION
 LA2074
 LA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2074'IN THE NORTH PART OF THE VILLAGE OF SELMA ABOUT 6 MILES EAST OF
 LA2074'MUNCIE, ON LAND OWNED BY THE SPARKS HEIRS OF ROCKFORD, ILL., IN THE
 LA2074'NORTH PART OF A SMALL CLEARED PASTURE ON THE HIGHEST GROUND IN THE
 LA2074'VICINITY.
 LA2074'
 LA2074'IT IS 20 FEET SOUTH OF AN EAST-WEST FENCE LINE, 116 FEET
 LA2074'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL CEMETERY, AND IS 10
 LA2074'INCHES BELOW THE SURFACE OF THE GROUND.
 LA2074'
 LA2074'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2074'DISKS SET IN CONCRETE.
 LA2074'
 LA2074'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT SOUTH OF THE FENCE
 LA2074'LINE, AND PROJECTS 6 INCHES.
 LA2074'
 LA2074'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 1-1/2 FEET EAST OF
 LA2074'THE CEMETERY, AND PROJECTS 9 INCHES.  THE DISTANCE BETWEEN THE
 LA2074'REFERENCE MARKS IS 281.10 FEET.
 LA2074'
 LA2074'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 25 FEET NORTH OF THE CENTER
 LA2074'LINE OF STATE HIGHWAY 32, 0.3 MILE WEST OF THE SCHOOLHOUSE, 1/2 FEET
 LA2074'SOUTH OF A FENCE LINE, AND PROJECTS 8 INCHES.
 LA2074
 LA2074                          STATION RECOVERY (1935)
 LA2074
 LA2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LA2074'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED.  IN
 LA2074'ADDITION, STATION MARK IS 98 PACES WEST OF CENTER LINE OF MACADAM ROAD
 LA2074'LEADING NORTH FROM SELMA.
 LA2074'
 LA2074'TO REACH FROM THE SCHOOLHOUSE IN SELMA, GO WEST ON STATE HIGHWAY 32
 LA2074'FOR 0.1 MILE TO CROSSROAD, GO NORTH ON MACADAM ROAD 0.15 MILE TO
 LA2074'CEMETERY AND STATION ON EAST SIDE OF ROAD.
 LA2074'
 LA2074'REFERENCE MARK NO. 1 IS 81 DEG MAGNETIC BEARING, DISTANT 137.20 FEET.
 LA2074'REFERENCE MARK NO. 2 IS 222-1/2 DEG MAGNETIC BEARING, DISTANT 160.53
 LA2074'FEET.
 LA2074
 LA2074                          STATION RECOVERY (1939)
 LA2074
 LA2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2074'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION AND
 LA2074'MEASURED DISTANCES CHECKED.  THE LAND HAS CHANGED OWNERSHIP SINCE
 LA2074'1934, AND ADDITIONAL DATA IS NEEDED TO FACILITATE FINDING MARKS.  NEW
 LA2074'COMPLETE DESCRIPTION FOLLOWS.
 LA2074'
 LA2074'ABOUT 7 MILES EAST OF MUNCIE, IN THE NORTH PART OF THE VILLAGE OF
 LA2074'SELMA, IN THE NORTHWEST PART OF A FIELD OWNED BY E.R. COX (WHO LIVES
 LA2074'ABOUT 0.2 MILE SOUTHEAST OF STATION) ON THE HIGHEST GROUND IN THE
 LA2074'VICINITY, 116 FEET EAST BY SOUTH OF THE NORTHEAST CORNER OF A SMALL
 LA2074'CEMETERY, 20 FEET SOUTH OF WIRE FENCE ON THE NORTH SIDE OF FIELD.
 LA2074'MARK IS STAMPED SELMA, 1934 AND IS 10 INCHES UNDERGROUND.
 LA2074'
 LA2074'TO REACH FROM THE SCHOOLHOUSE IN SELMA, GO WEST ON STATE HIGHWAY 32
 LA2074'FOR 0.1 MILE TO A CROSS ROAD, TURN RIGHT (NORTH) ON MACADAM ROAD FOR
 LA2074'0.15 MILE TO CEMETERY ON EAST SIDE OR ROAD, AND STATION IN FIELD EAST
 LA2074'OF CEMETERY.
 LA2074'
 LA2074'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2074'DISKS SET IN CONCRETE.
 LA2074'
 LA2074'REFERENCE MARK NO. 1 IS EAST BY NORTH OF THE STATION, IN THE FIELD, 2
 LA2074'FEET SOUTH OF THE NORTH FENCE LINE, STAMPED SELMA NO. 1, 1934 AND
 LA2074'PROJECTS 8 INCHES ABOVE GROUND.
 LA2074'
 LA2074'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 2 FEET EAST OF THE
 LA2074'FENCE LINE ON EAST SIDE OF THE CEMETERY, 68 FEET NORTH OF THE
 LA2074'SOUTHEAST CORNER OF THE CEMETERY, STAMPED SELMA NO. 2, 1934 AND
 LA2074'PROJECTS 8 INCHES ABOVE GROUND.
 LA2074'
 LA2074'AZIMUTH MARK IS SOUTHWEST OF THE STATION, ON THE NORTH RIGHT-OF-WAY OF
 LA2074'STATE HIGHWAY 32, 24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1
 LA2074'FOOT SOUTH OF A WIRE FENCE, ABOUT 100 FEET WEST OF SELMA CITY LIMITS,
 LA2074'0.3 MILE WEST OF A SCHOOLHOUSE, ABOUT 100 FEET EAST OF THE GRAY-STUCCO
 LA2074'HOUSE OF MAURICE J. OCONELL, STAMPED SELMA, AZIMUTH, 1934 AND PROJECTS
 LA2074'8 INCHES ABOVE GROUND.  A STANDARD REFERENCE POST IS 2 FEET EAST OF
 LA2074'THE MARK.
 LA2074'
 LA2074'A 90-FOOT STEEL TOWER WAS USED IN 1939
 LA2074
 LA2074                          STATION RECOVERY (1959)
 LA2074
 LA2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LA2074'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM NO. 1, RM NO. 2
 LA2074'RECOVERED AS DESCRIBED.  AZIMUTH MARK RECOVERED AS DESCRIBED EXCEPT A
 LA2074'ONE STORY FRAME HOUSE HAS BEEN BUILT ON LINE OF SIGHT BETWEEN AZIMUTH
 LA2074'MARK AND STATION.
 LA2074
 LA2074                          STATION RECOVERY (1969)
 LA2074
 LA2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2074'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 LA2074'STATION SURFACE MARK HAS BEEN LOWERED BY REQUEST OF THE PROPERTY
 LA2074'OWNER.  THE 1934 AZIMUTH MARK IS OBSTRUCTED TO THE STATION BY A LARGE
 LA2074'HOUSE.  A NEW AZIMUTH MARK, AZ 2 HAS NOW BEEN ESTABLISHED AND THE 1934
 LA2074'AZIMUTH MARK LEFT IN ITS ORIGINAL POSITION.
 LA2074'
 LA2074'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY MR. JAMES R.
 LA2074'CLINE OF SELMA, INDIANA, PHONE NO. 288-6084.
 LA2074'
 LA2074'A TRAVERSE CONNECTION WAS MADE TO STATION SELMA RM A TPC.
 LA2074'
 LA2074'HORIZONTAL ANGLE TO REFERENCE MARKS 1 AND 2 CHECKED ADEQUATELY, BUT A
 LA2074'SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO THE REFERENCE MARKS.
 LA2074'
 LA2074'STATION MARK IS STAMPED SELMA 1934 1969 AND IS 24 INCHES BELOW THE
 LA2074'SURFACE OF THE GROUND.  MARK IS 198.0 FEET NORTH-NORTHWEST OF A
 LA2074'TELEPHONE LINE POLE THAT IS IN AN EAST-WEST FENCELINE, 116.0 FEET
 LA2074'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE WHICH SURROUNDS THE
 LA2074'WHITE CEMETERY AND 20.0 FEET SOUTH OF AN EAST-WEST FENCELINE.
 LA2074'
 LA2074'REFERENCE MARK 1 IS STAMPED SELMA NO 1 1934 AND PROJECTS 6 INCHES.
 LA2074'MARK IS 3.8 FEET EAST OF A TWIN FORK TREE WHICH IS IN AN EAST-WEST
 LA2074'FENCELINE AND 1.2 FEET SOUTH OF THE EAST-WEST FENCELINE.
 LA2074'
 LA2074'REFERENCE MARK 2 IS STAMPED SELMA NO 2 1934 AND PROJECTS 5 INCHES.
 LA2074'MARK IS 135.8 FEET SOUTH OF THE NORTHEAST CORNER POST OF THE WHITE
 LA2074'CEMETERY FENCE 68.5 FEET NORTH OF THE SOUTHEAST CORNER POST OF THE
 LA2074'WHITE CEMETERY FENCE AND 1.8 FEET EAST OF THE EAST CEMETERY FENCELINE.
 LA2074'
 LA2074'AZIMUTH MARK 1934 IS STAMPED SELMA AZIMUTH 1934 AND PROJECTS 6 INCHES.
 LA2074'MARK IS 71.0 FEET EAST OF THE S AND W BIKE SHOP METAL SIGN POLE, 64.2
 LA2074'FEET WEST OF A POWERLINE POLE NO. DE 6984 168, 24-1/2 FEET NORTH OF
 LA2074'THE APPROXIMATE CENTER OF JACKSON STREET, ACROSS THE STREET FROM THE
 LA2074'T. POWELL RESIDENCE AND IN THE SOUTH EDGE OF A VACANT LOT.
 LA2074'
 LA2074'AZIMUTH MARK AZ 2 IS A US ARMY, CORPS OF ENGINEERS DISK, STAMPED SELMA
 LA2074'AZ. 2 1969 USATOPOCOM, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 LA2074'CONCRETE CULVERT HEADWALL.  MARK IS 28 FEET SOUTH OF THE APPROXIMATE
 LA2074'CENTER OF THE EAST BOUND LANE OF STATE HIGHWAY 32, 12.0 FEET
 LA2074'NORTH-NORTHWEST OF A METAL WITNESS POST WHICH IS IN AN EAST-WEST CHAIN
 LA2074'LINK FENCELINE AND 1.0 FEET EAST OF THE WEST END OF THE CONCRETE
 LA2074'CULVERT HEADWALL.
 LA2074'
 LA2074'SELMA RM A IS A US ARMY, CORPS OF ENGINEERS DISK, STAMPED SELMA RM A
 LA2074'1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 LA2074'12 INCHES BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK,
 LA2074'STAMPED THE SAME AS THE SURFACE DISK, WAS SET ABOUT 3 FEET BELOW THE
 LA2074'SURFACE DISK.  MARK IS 110.3 FEET NORTH OF AN EAST-WEST FENCELINE,
 LA2074'110.0 FEET SOUTH OF AN EAST-WEST FENCELINE AND 77.5 FEET EAST OF THE
 LA2074'EAST CEMETERY FENCE.
 LA2074'
 LA2074'STATION IS REACHED FROM THE POST OFFICE IN SELMA.  GO NORTH ON ALBANY
 LA2074'STREET FOR 0.1 MILE TO JACKSON STREET.  TURN RIGHT AND GO WEST ON
 LA2074'JACKSON STREET FOR 0.25 MILE TO PITTENGER STREET (1934 AZIMUTH MARK IS
 LA2074'0.2 MILE WEST OF THIS POINT, ON NORTH SIDE OF JACKSON STREET).  TURN
 LA2074'RIGHT AND GO NORTH ON PITTENGER STREET FOR 0.1 MILE TO STATE HIGHWAY
 LA2074'32.  CONINTUE NORTH ACROSS HIGHWAY 32 AND ON 600 E FOR 0.05 MILE TO A
 LA2074'BOARD GATE AND THE NORTHWEST CORNER OF THE WHITE CEMETERY ON THE
 LA2074'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO EAST, ALONG THE NORTH
 LA2074'SIDE OF THE CEMETERY AND FENCE FOR ABOUT 75 YARDS TO THE STATION MARK
 LA2074'ON THE RIGHT, ACROSS THE FENCE, AS DESCRIBED.
 LA2074'
 LA2074'AZIMUTH MARK AZ 2 1969 IS REACHED FROM THE JUNCTION OF STATE HIGHWAY
 LA2074'32 AND PITTENGER STREET.  GO EAST ON HIGHWAY 32 FOR 0.2 MILE TO A
 LA2074'CONCRETE CULVERT AND DISK ON THE RIGHT, AS DESCRIBED.
 LA2074'
 LA2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE NORTH OF
 LA2074'SELMA.
 LA2074'
 LA2074'HEIGHT OF LIGHT ABOVE STATION MARK 124.1 FEET.
 LA2074
 LA2074                          STATION RECOVERY (1970)
 LA2074
 LA2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2074'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE ORIGINAL AZIMUTH MARK
 LA2074'AND THE AZIMUTH 2 MARK WERE RECOVERED IN GOOD CONDITION.  NO DATA WAS
 LA2074'FURNISHED ON THIS STATION FOR A COMPARISON TO THE 1969 WORK.  A
 LA2074'COMPLETE AND NEW DESCRIPTION FOLLOWS.
 LA2074'
 LA2074'THE STATION IS LOCATED ON A LOW RISE IN A CULTIVATED FIELD OWNED BY
 LA2074'MR. JAMES R. CLINE OF SELMA, 7 MILES SOUTH-SOUTHWEST OF ALBANY, 6
 LA2074'MILES EAST OF MUNCIE AND JUST EAST OF THE WHITE CEMETERY WHICH IS
 LA2074'LOCATED AT THE NORTHWEST EDGE OF SELMA.
 LA2074'
 LA2074'TO REACH THE STATION FROM THE POST OFFICE IN SELMA, GO NORTH ON ALBANY
 LA2074'STREET FOR 0.1 MILE TO A T-JUNCTION.  TURN LEFT AND GO WEST ON JACKSON
 LA2074'STREET FOR 0.15 MILE TO THE HOME OF MR. CLINE ON THE RIGHT.  (A LARGE
 LA2074'WHITE FRAME HOUSE).  CONTINUE WEST ON JACKSON STREET FOR 0.1 MILE TO A
 LA2074'CROSSROAD.  TURN RIGHT AND GO NORTH ON PITTENGER STREET FOR 0.1 MILE
 LA2074'TO THE JUNCTION OF STATE HIGHWAY 32.  CONTINUE NORTH, CROSSING STATE
 LA2074'HIGHWAY 32, FOR 0.1 MILE ON A PAVED ROAD TO THE NORTHWEST CORNER OF
 LA2074'THE WHITE CEMETERY AND A BOARD GATE ON THE RIGHT.  TURN RIGHT, PASS
 LA2074'THROUGH THE GATE, AND GO EAST ALONG THE NORTH SIDE OF A WIRE FENCE FOR
 LA2074'ABOUT 100 YARDS TO THE SUMMIT OF THE LOW RISE IN THE CULTIVATED FIELD
 LA2074'AND THE STATION ON THE SOUTH SIDE OF THE FENCE.
 LA2074'
 LA2074'THE STATION MARK IS A STANDARD DISK STAMPED SELMA 1934 1969, SET IN
 LA2074'THE TOP OF A 2.2 FOOT CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES
 LA2074'BELOW THE GROUND SURFACE.  IT IS 116 FEET EAST-NORTHEAST OF THE
 LA2074'NORTHEAST CORNER OF THE WHITE CEMETERY AND 19.9 FEET SOUTH OF A METAL
 LA2074'WITNESS POST WHICH IS SET IN AN EAST-WEST FENCE LINE.
 LA2074'
 LA2074'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SELMA NO 1 1934, SET IN
 LA2074'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 10
 LA2074'INCHES ABOVE THE GROUND.  IT IS 4.4 FEET EAST OF THE CENTER OF THE
 LA2074'TWIN TRUNKED TREE AND 1.2 FEET SOUTH OF THE EAST-WEST WIRE FENCE.
 LA2074'
 LA2074'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SELMA NO 2 1934, SET IN
 LA2074'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES
 LA2074'ABOVE THE GROUND.  IT IS 136 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 LA2074'CEMETERY, 69 FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY AND
 LA2074'1.6 FEET EAST OF THE EAST BOUNDARY FENCE OF THE CEMETERY.
 LA2074'
 LA2074'THE ORIGINAL AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LA2074'SELMA AZIMUTH 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LA2074'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 89 FEET EAST OF
 LA2074'THE CENTER OF A PAVED DRIVEWAY LEADING TO THE S AND W BIKE SHOP, 64
 LA2074'FEET WEST OF POWER LINE POLE NUMBER I-ME CO DE 69 A4 168 AND 25 FEET
 LA2074'NORTH OF THE CENTER OF JACKSON STREET.
 LA2074'
 LA2074'THE AZIMUTH 2 MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED SELMA AZ
 LA2074'2 1969 USATOPOCOM, CEMENTED IN A DRILL HOLE IN A CULVERT HEADWALL
 LA2074'ALONG THE SOUTH EDGE OF STATE HIGHWAY 32.  IT IS 28 FEET SOUTH OF THE
 LA2074'CENTER OF THE EAST BOUND LANES OF STATE HIGHWAY 32, 12 FEET NORTH OF A
 LA2074'METAL WITNESS POST SET IN THE SOUTH RIGHT-OF-WAY FENCE ALONG THE
 LA2074'HIGHWAY AND 1.0 FOOT EAST OF THE WEST END OF THE CONCRETE HEADWALL OF
 LA2074'THE CULVERT.
 LA2074'
 LA2074'TO REACH THE ORIGINAL AZIMUTH MARK FORM THE CROSSROAD INTERSECTION OF
 LA2074'JACKSON AND PITTENGER STREETS, GO WEST ON JACKSON STREET FOR 0.2 MILE
 LA2074'TO THE MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 LA2074'
 LA2074'TO REACH THE AZIMUTH 2 MARK FROM THE CROSSROAD INTERSECTION OF STATE
 LA2074'HIGHWAY 32 AND PITTENGER STREET, JUST SOUTH OF THE WHITE CEMETERY, GO
 LA2074'EAST ON STATE HIGHWAY 32 FOR 0.25 MILE TO THE CULVERT AND MARK ON THE
 LA2074'RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 LA2074'
 LA2074'HEIGHT OF LIGHT ABOVE STATION MARK 124.5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1002 ***********************************************************************
 LA1002  DESIGNATION -  SELMA RM 1
 LA1002  PID         -  LA1002
 LA1002  STATE/COUNTY-  IN/DELAWARE
 LA1002  COUNTRY     -  US
 LA1002  USGS QUAD   -  MUNCIE EAST (2019)
 LA1002
 LA1002                         *CURRENT SURVEY CONTROL
 LA1002  ______________________________________________________________________
 LA1002* NAD 83(1986) POSITION- 40 11 43.76   (N) 085 16 18.89   (W)   HD_HELD1
 LA1002* NAVD 88 ORTHO HEIGHT -   306.024 (meters)     1004.01  (feet) ADJUSTED
 LA1002  ______________________________________________________________________
 LA1002  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 LA1002  DYNAMIC HEIGHT  -        305.861 (meters)     1003.48  (feet) COMP
 LA1002  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LA1002
 LA1002  VERT ORDER      -  SECOND    CLASS 0
 LA1002
 LA1002.The horizontal coordinates were determined by differentially corrected
 LA1002.hand held GPS observations or other comparable positioning techniques
 LA1002.and have an estimated accuracy of +/- 3 meters.
 LA1002
 LA1002.The orthometric height was determined by differential leveling and
 LA1002.adjusted by the NATIONAL GEODETIC SURVEY
 LA1002.in June 1991.
 LA1002
 LA1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1002.GEOID18 height accuracy estimate available here.
 LA1002
 LA1002.Click photographs - Photos may exist for this station.
 LA1002
 LA1002.The dynamic height is computed by dividing the NAVD 88
 LA1002.geopotential number by the normal gravity value computed on the
 LA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1002.degrees latitude (g = 980.6199 gals.).
 LA1002
 LA1002.The modeled gravity was interpolated from observed gravity values.
 LA1002
 LA1002;                    North         East    Units  Estimated Accuracy
 LA1002;SPC IN E     -   549,298.0     133,612.1     MT  (+/- 3 meters HH1 GPS) 
 LA1002
 LA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4709150886(NAD 83)
 LA1002
 LA1002                          SUPERSEDED SURVEY CONTROL
 LA1002
 LA1002  NGVD 29 (??/??/92)  306.161  (m)         1004.46   (f) ADJ UNCH    2 0
 LA1002
 LA1002.Superseded values are not recommended for survey control.
 LA1002
 LA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1002.See file dsdata.pdf to determine how the superseded data were derived.
 LA1002
 LA1002_MARKER: DR = REFERENCE MARK DISK
 LA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1002_STAMPING: SELMA NO 1 1934
 LA1002_MARK LOGO: CGS
 LA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1002+STABILITY: SURFACE MOTION
 LA1002
 LA1002  HISTORY     - Date     Condition        Report By
 LA1002  HISTORY     - 1934     MONUMENTED       CGS
 LA1002  HISTORY     - 1947     GOOD             CGS
 LA1002  HISTORY     - 20051102 MARK NOT FOUND   GEOCAC
 LA1002
 LA1002                          STATION DESCRIPTION
 LA1002
 LA1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1002'AT SELMA.
 LA1002'AT SELMA, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 32 FROM THE
 LA1002'SCHOOL, THENCE ABOUT 0.1 MILE NORTH ALONG A BLACK TOP ROAD,
 LA1002'ABOUT 130 YARDS EAST OF THE ROAD, 250 FEET EAST ALONG AN EAST-WEST
 LA1002'FENCE LINE FROM THE NORTHEAST CORNER OF A SMALL CEMETERY, 65 FEET
 LA1002'EAST OF A 10-INCH ELM TREE IN THE FENCE LINE, 1 FOOT SOUTH OF THE
 LA1002'FENCE LINE AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  IN
 LA1002'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 LA1002
 LA1002                          STATION RECOVERY (2005)
 LA1002
 LA1002'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 LA1002'THE FENCE LINE IS NO LONGER PRESENT.  THIS LOCATION IS NOW IN THE
 LA1002'SELMA UNITED METHODIST CHURCH PARKING LOT.  THERE IS NO 8 INCH
 LA1002'CONCRETE POST VISIBLE HERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1003 ***********************************************************************
 LA1003  DESIGNATION -  SELMA RM 2
 LA1003  PID         -  LA1003
 LA1003  STATE/COUNTY-  IN/DELAWARE
 LA1003  COUNTRY     -  US
 LA1003  USGS QUAD   -  MUNCIE EAST (2019)
 LA1003
 LA1003                         *CURRENT SURVEY CONTROL
 LA1003  ______________________________________________________________________
 LA1003* NAD 83(1986) POSITION- 40 11 42.45   (N) 085 16 22.09   (W)   HD_HELD1
 LA1003* NAVD 88 ORTHO HEIGHT -   305.273 (meters)     1001.55  (feet) ADJUSTED
 LA1003  ______________________________________________________________________
 LA1003  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA1003  DYNAMIC HEIGHT  -        305.110 (meters)     1001.02  (feet) COMP
 LA1003  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LA1003
 LA1003  VERT ORDER      -  SECOND    CLASS 0
 LA1003
 LA1003.The horizontal coordinates were determined by differentially corrected
 LA1003.hand held GPS observations or other comparable positioning techniques
 LA1003.and have an estimated accuracy of +/- 3 meters.
 LA1003
 LA1003.The orthometric height was determined by differential leveling and
 LA1003.adjusted by the NATIONAL GEODETIC SURVEY
 LA1003.in June 1991.
 LA1003
 LA1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1003.GEOID18 height accuracy estimate available here.
 LA1003
 LA1003.Click photographs - Photos may exist for this station.
 LA1003
 LA1003.The dynamic height is computed by dividing the NAVD 88
 LA1003.geopotential number by the normal gravity value computed on the
 LA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1003.degrees latitude (g = 980.6199 gals.).
 LA1003
 LA1003.The modeled gravity was interpolated from observed gravity values.
 LA1003
 LA1003;                    North         East    Units  Estimated Accuracy
 LA1003;SPC IN E     -   549,257.3     133,536.6     MT  (+/- 3 meters HH1 GPS) 
 LA1003
 LA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4701650844(NAD 83)
 LA1003
 LA1003                          SUPERSEDED SURVEY CONTROL
 LA1003
 LA1003  NGVD 29 (??/??/92)  305.410  (m)         1002.00   (f) ADJ UNCH    2 0
 LA1003
 LA1003.Superseded values are not recommended for survey control.
 LA1003
 LA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1003.See file dsdata.pdf to determine how the superseded data were derived.
 LA1003
 LA1003_MARKER: DR = REFERENCE MARK DISK
 LA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1003_STAMPING: SLEMA NO 2 1934
 LA1003_MARK LOGO: CGS
 LA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1003+STABILITY: SURFACE MOTION
 LA1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1003+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 LA1003
 LA1003  HISTORY     - Date     Condition        Report By
 LA1003  HISTORY     - 1934     MONUMENTED       CGS
 LA1003  HISTORY     - 1947     GOOD             CGS
 LA1003  HISTORY     - 20051102 GOOD             GEOCAC
 LA1003
 LA1003                          STATION DESCRIPTION
 LA1003
 LA1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1003'AT SELMA.
 LA1003'AT SELMA, ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 32 FROM THE
 LA1003'SCHOOL, THENCE ABOUT 0.1 MILE NORTH ALONG A BLACK TOP ROAD,
 LA1003'AT THE EAST EDGE OF A SMALL CEMETERY 68 FEET NORTH OF THE
 LA1003'SOUTHEAST CORNER OF THE CEMETERY, 17 FEET EAST OF THE
 LA1003'SOUTHEAST CORNER OF BARNES TOMBSTONE, 1.5 FEET EAST OF THE EAST
 LA1003'BOUNDARY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 LA1003
 LA1003                          STATION RECOVERY (2005)
 LA1003
 LA1003'RECOVERY NOTE BY GEOCACHING 2005
 LA1003'THE WHITE WITNESS POST IS NO LONGER THERE.  THE MARK IS 1 FOOT SOUTH
 LA1003'OF AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2077 ***********************************************************************
 LA2077  DESIGNATION -  SELMA RM A
 LA2077  PID         -  LA2077
 LA2077  STATE/COUNTY-  IN/DELAWARE
 LA2077  COUNTRY     -  US
 LA2077  USGS QUAD   -  MUNCIE EAST (2019)
 LA2077
 LA2077                         *CURRENT SURVEY CONTROL
 LA2077  ______________________________________________________________________
 LA2077* NAD 83(1997) POSITION- 40 11 42.70390(N) 085 16 21.11058(W)   ADJUSTED
 LA2077* NAVD 88 ORTHO HEIGHT -   305.04  (+/-2cm)     1000.8   (feet) VERTCON3
 LA2077  ______________________________________________________________________
 LA2077  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 LA2077  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 LA2077  HORZ ORDER      -  FIRST
 LA2077  VERT ORDER      -  THIRD ? (See Below)
 LA2077
 LA2077.The horizontal coordinates were established by classical geodetic methods
 LA2077.and adjusted by the National Geodetic Survey in May 1999.
 LA2077
 LA2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2077
 LA2077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2077.GEOID18 height accuracy estimate available here.
 LA2077
 LA2077.The vertical order pertains to the NGVD 29 superseded value.
 LA2077
 LA2077.Click photographs - Photos may exist for this station.
 LA2077
 LA2077.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2077
 LA2077. The following values were computed from the NAD 83(1997) position.
 LA2077
 LA2077;                    North         East     Units Scale Factor Converg.
 LA2077;SPC IN E     -   549,265.241   133,559.685   MT  0.99998053   +0 15 15.8
 LA2077;SPC IN E     - 1,802,047.71    438,187.07   sFT  0.99998053   +0 15 15.8
 LA2077;UTM  16      - 4,450,853.208   647,039.302   MT  0.99986615   +1 06 54.3
 LA2077
 LA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2077!SPC IN E     -   0.99995746  x   0.99998053  =   0.99993799
 LA2077!UTM  16      -   0.99995746  x   0.99986615  =   0.99982361
 LA2077
 LA2077:                Primary Azimuth Mark                     Grid Az
 LA2077:SPC IN E     -  CAMMACK RM 3                             275 51 33.3
 LA2077:UTM  16      -  CAMMACK RM 3                             274 59 54.8
 LA2077
 LA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4703950853(NAD 83)
 LA2077
 LA2077|---------------------------------------------------------------------|
 LA2077| PID    Reference Object                     Distance      Geod. Az  |
 LA2077|                                                           dddmmss.s |
 LA2077| LA2074 SELMA RESET                          29.363 METERS 02158     |
 LA2077| LA2128 CAMMACK RM 3                        APPROX.20.3 KM 2760649.1 |
 LA2077|---------------------------------------------------------------------|
 LA2077
 LA2077                          SUPERSEDED SURVEY CONTROL
 LA2077
 LA2077  NAD 83(1995)-  40 11 42.70491(N)    085 16 21.11870(W) AD(       ) 1
 LA2077  NAD 83(1986)-  40 11 42.70585(N)    085 16 21.12292(W) AD(       ) 1
 LA2077  NAD 27      -  40 11 42.54118(N)    085 16 21.23452(W) AD(       ) 1
 LA2077  NGVD 29 (07/19/86)  305.18   (m)         1001.2    (f) LEVELING    3  
 LA2077
 LA2077.Superseded values are not recommended for survey control.
 LA2077
 LA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2077.See file dsdata.pdf to determine how the superseded data were derived.
 LA2077
 LA2077_MARKER: DD = SURVEY DISK
 LA2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2077_STAMPING: SELMA RM A USATOPOCOM 1969
 LA2077_MARK LOGO: USACE
 LA2077_PROJECTION: RECESSED 30 CENTIMETERS
 LA2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2077+STABILITY: SURFACE MOTION
 LA2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2077+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 LA2077
 LA2077  HISTORY     - Date     Condition        Report By
 LA2077  HISTORY     - 1969     MONUMENTED       AMS
 LA2077  HISTORY     - 20050104 GOOD             SEC
 LA2077
 LA2077                          STATION DESCRIPTION
 LA2077
 LA2077'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2077'SELMA RM A IS A US ARMY, CORPS OF ENGINEERS DISK, STAMPED SELMA RM A
 LA2077'1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 LA2077'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK,
 LA2077'STAMPED THE SAME AS THE SURFACE DISK, WAS SET ABOUT 3 FEET BELOW
 LA2077'THE SURFACE DISK.  MARK IS 110.3 FEET NORTH OF AN EAST-WEST
 LA2077'FENCELINE, 110.0 FEET SOUTH OF AN EAST-WEST FENCELINE AND 77.5
 LA2077'FEET EAST OF THE EAST CEMETERY FENCE.
 LA2077'
 LA2077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE NORTH OF
 LA2077'SELMA.
 LA2077
 LA2077                          STATION RECOVERY (2005)
 LA2077
 LA2077'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2005 (CAC)
 LA2077'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1974 ***********************************************************************
 JA1974  DESIGNATION -  SELVIN
 JA1974  PID         -  JA1974
 JA1974  STATE/COUNTY-  IN/WARRICK
 JA1974  COUNTRY     -  US
 JA1974  USGS QUAD   -  HOLLAND (2019)
 JA1974
 JA1974                         *CURRENT SURVEY CONTROL
 JA1974  ______________________________________________________________________
 JA1974* NAD 83(1997) POSITION- 38 12 14.38967(N) 087 06 18.76988(W)   ADJUSTED
 JA1974* NAVD 88 ORTHO HEIGHT -   157.22  (+/-2cm)      515.8   (feet) VERTCON3
 JA1974  ______________________________________________________________________
 JA1974  GEOID HEIGHT    -        -31.798 (meters)                     GEOID18
 JA1974  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JA1974  HORZ ORDER      -  SECOND
 JA1974  VERT ORDER      -  THIRD ? (See Below)
 JA1974
 JA1974.The horizontal coordinates were established by classical geodetic methods
 JA1974.and adjusted by the National Geodetic Survey in May 1999.
 JA1974
 JA1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1974
 JA1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1974.GEOID18 height accuracy estimate available here.
 JA1974
 JA1974.The vertical order pertains to the NGVD 29 superseded value.
 JA1974
 JA1974.Click photographs - Photos may exist for this station.
 JA1974
 JA1974.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1974
 JA1974. The following values were computed from the NAD 83(1997) position.
 JA1974
 JA1974;                    North         East     Units Scale Factor Converg.
 JA1974;SPC IN W     -   328,136.855   898,083.580   MT  0.99996671   -0 00 48.7
 JA1974;SPC IN W     - 1,076,562.33  2,946,462.55   sFT  0.99996671   -0 00 48.7
 JA1974;UTM  16      - 4,228,454.550   490,788.151   MT  0.99960105   -0 03 54.3
 JA1974
 JA1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1974!SPC IN W     -   0.99998032  x   0.99996671  =   0.99994703
 JA1974!UTM  16      -   0.99998032  x   0.99960105  =   0.99958138
 JA1974
 JA1974:                Primary Azimuth Mark                     Grid Az
 JA1974:SPC IN W     -  STENDAL                                  335 15 30.3
 JA1974:UTM  16      -  STENDAL                                  335 18 35.9
 JA1974
 JA1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9078828454(NAD 83)
 JA1974
 JA1974|---------------------------------------------------------------------|
 JA1974| PID    Reference Object                     Distance      Geod. Az  |
 JA1974|                                                           dddmmss.s |
 JA1974| CG9916 SELVIN AZ MK                                       0900005.8 |
 JA1974| CG9917 SELVIN RM 1                          23.630 METERS 16228     |
 JA1974| CG9918 SELVIN RM 2                          25.232 METERS 27914     |
 JA1974| JA1970 STENDAL                             APPROX. 7.7 KM 3351441.6 |
 JA1974|---------------------------------------------------------------------|
 JA1974
 JA1974                          SUPERSEDED SURVEY CONTROL
 JA1974
 JA1974  NAD 83(1993)-  38 12 14.39327(N)    087 06 18.77089(W) AD(       ) 2
 JA1974  NAD 83(1986)-  38 12 14.39770(N)    087 06 18.77246(W) AD(       ) 2
 JA1974  NAD 27      -  38 12 14.21100(N)    087 06 18.77000(W) AD(       ) 2
 JA1974  NGVD 29             157.33   (m)          516.2    (f) LEVELING    3  
 JA1974
 JA1974.Superseded values are not recommended for survey control.
 JA1974
 JA1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1974.See file dsdata.pdf to determine how the superseded data were derived.
 JA1974
 JA1974_MARKER: DS = TRIANGULATION STATION DISK
 JA1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1974_STAMPING: SELVIN 1946
 JA1974_MARK LOGO: CGS
 JA1974_PROJECTION: FLUSH
 JA1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1974+STABILITY: SURFACE MOTION
 JA1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1974+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2023
 JA1974
 JA1974  HISTORY     - Date     Condition        Report By
 JA1974  HISTORY     - 1946     MONUMENTED       CGS
 JA1974  HISTORY     - 1972     GOOD             NGS
 JA1974  HISTORY     - 20100817 GOOD             GEOCAC
 JA1974  HISTORY     - 20231116 GOOD             GEOCAC
 JA1974
 JA1974                          STATION DESCRIPTION
 JA1974
 JA1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1974'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE SCHOOL GROUND IN
 JA1974'SELVIN, A SMALL TOWN ON STATE HIGHWAY 68.  IT IS 49 FEET SOUTH OF THE
 JA1974'CENTERLINE OF THE HIGHWAY, 211 FEET EAST OF THE INTERSECTION OF THE
 JA1974'CENTERLINES OF THE MAIN STREET OF SELVIN AND HIGHWAY NO 68 AND 15 FEET
 JA1974'SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1974'THE DISK IS STAMPED SELVIN 1946.
 JA1974'
 JA1974'REFERENCE MARK NO 1 IS 77.52 FEET SOUTH OF THE STATION AND 83 FEET
 JA1974'EAST OF THE SOUTHEAST CORNER OF THE SCHOOL.  THE MARK IS FLUSH WITH
 JA1974'THE GROUND AND THE DISK IS STAMPED SELVIN NO 1 1946.
 JA1974'
 JA1974'REFERENCE MARK NO 2 IS 82.75 FEET WEST OF THE STATION, 36.5 FEET SOUTH
 JA1974'OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTHEAST OF THE NORTHEAST
 JA1974'CORNER OF THE SCHOOL AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 JA1974'PROJECTS 1 INCH AND THE DISK IS STAMPED SELVIN NO 2 1946.
 JA1974'
 JA1974'THE AZIMUTH MARK IS 1.3 MILES EAST ON STATE HIGHWAY 68 FROM THE
 JA1974'STATION, ABOUT 125 FEET EAST OF THE INTERSECTION OF THE CENTERLINES OF
 JA1974'STATE HIGHWAYS 161 AND 68, 38 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JA1974'68, 3 FEET WEST OF A WITNESS POST AND 3 FEET SOUTH OF A FENCELINE.
 JA1974'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SELVIN 1946.
 JA1974'
 JA1974'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1974
 JA1974                          STATION RECOVERY (1972)
 JA1974
 JA1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JA1974'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JA1974'RECOVERED IN APPARENT GOOD CONDITION.  THE REFERENCE MARK NO. 2
 JA1974'MONUMENT APPEARS TO HAVE BEEN STRUCK, BUT IS SOLID IN THE GROUND.  THE
 JA1974'CONCRETE MONUMENT FOR THE AZIMUTH MARK WAS FOUND BROKEN AND THE DISK
 JA1974'WAS NOT RECOVERED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 JA1974'OBSERVED BETWEEN THE REFERENCE MARKS AND WHEN CHECKED WITH THE 1946
 JA1974'OBSERVATIONS, A DISCREPANCY OF - 02 MIN 15.3 SEC WAS NOTED.  IN
 JA1974'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND THE
 JA1974'REFERENCE MARKS, VERTICAL ANGLES WERE OBSERVED AND SLOPE MEASUREMENTS
 JA1974'MADE, AND WHEN REDUCED THE DISTANCE TO R.M. NO. 1 CHECKED FLAT AND A
 JA1974'DISCREPANCY OF + 0.03 OF A FOOT WAS NOTED FOR R.M. NO. 2.
 JA1974'
 JA1974'THE OLD SELVIN SCHOOL HAS NOW BEEN DISMANTLED.  A NEW AND COMPLETE
 JA1974'DESCRIPTION FOLLOWS.
 JA1974'
 JA1974'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 JA1974'CROSS ROAD AND STATE ROUTE 68 IN THE CENTER OF THE SMALL COMMUNITY OF
 JA1974'SELVIN, AND IS ON PROPERTY NOW OWNED BY KENNITH J. (DOC) RUDOLPH OF
 JA1974'EVANSVILLE, IND.  (THIS WAS THE FORMER LOCATION OF THE SELVIN SCHOOL,
 JA1974'THE OLD FOUNDATIONS OF WHICH STILL EXIST.)
 JA1974'
 JA1974'NO STATION TO-REACH DEEMED NECESSARY.
 JA1974'
 JA1974'THE STATION IS 198 FEET EAST OF THE APPROXIMATE CENTER OF AN OILED
 JA1974'STREET, 168 FEET EAST-NORTHEAST OF A GUYED POWERLINE POLE, 104 FEET
 JA1974'WEST-SOUTHWEST OF A GUYED POWERLINE POLE, 82 FEET EAST OF THE
 JA1974'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE OLD SCHOOL, 48 FEET
 JA1974'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 68, AND 0.8 OF A FOOT
 JA1974'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 JA1974'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 JA1974'STAMPED SELVIN 1946.
 JA1974'
 JA1974'REFERENCE MARK NO. 1 IS 211 FEET EAST OF THE APPROXIMATE CENTER OF THE
 JA1974'OILED STREET, 124 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 JA1974'68, 83 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 JA1974'THE OLD SCHOOL, 57 FEET WEST OF A 24-INCH MAPLE TREE IN A DRAW, AND
 JA1974'ABOUT 3 FEET BELOW THE STATION ELEVATION.  IT IS A STANDARD DISK SET
 JA1974'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 JA1974'IS STAMPED SELVIN NO 1 1946.
 JA1974'
 JA1974'REFERENCE MARK NO. 2 IS 185 FEET WEST OF A GUYED POWERLINE POLE, 117
 JA1974'FEET EAST OF THE APPROXIMATE CENTER OF THE OILED STREE, 87 FEET EAST
 JA1974'OF A GUYED POWERLINE POLE, 37 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JA1974'STATE ROUTE 68, 11.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JA1974'CONCRETE FOUNDATION OF THE OLD SCHOOL, AND ABOUT THE SAME ELEVATION AS
 JA1974'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1974'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED SELVIN NO 2
 JA1974'1946.
 JA1974'
 JA1974'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 JA1974'REFERENCE MARK NO. 2 IS 136.42 FEET - (41.582) METERS.
 JA1974
 JA1974                          STATION RECOVERY (2010)
 JA1974
 JA1974'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA1974'RECOVERED IN GOOD CONDITION.
 JA1974
 JA1974                          STATION RECOVERY (2023)
 JA1974
 JA1974'RECOVERY NOTE BY GEOCACHING 2023 (RCF)
 JA1974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2185 ***********************************************************************
 LA2185  DESIGNATION -  SERVIA
 LA2185  PID         -  LA2185
 LA2185  STATE/COUNTY-  IN/WABASH
 LA2185  COUNTRY     -  US
 LA2185  USGS QUAD   -  SERVIA (2019)
 LA2185
 LA2185                         *CURRENT SURVEY CONTROL
 LA2185  ______________________________________________________________________
 LA2185* NAD 83(1997) POSITION- 40 56 26.26160(N) 085 43 16.51256(W)   ADJUSTED
 LA2185* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 LA2185  ______________________________________________________________________
 LA2185  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 LA2185  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 LA2185  HORZ ORDER      -  FIRST
 LA2185
 LA2185.The horizontal coordinates were established by classical geodetic methods
 LA2185.and adjusted by the National Geodetic Survey in May 1999.
 LA2185
 LA2185.The orthometric height was scaled from a topographic map.
 LA2185
 LA2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2185.GEOID18 height accuracy estimate available here.
 LA2185
 LA2185.Click photographs - Photos may exist for this station.
 LA2185
 LA2185.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2185
 LA2185. The following values were computed from the NAD 83(1997) position.
 LA2185
 LA2185;                    North         East     Units Scale Factor Converg.
 LA2185;SPC IN E     -   631,966.417    95,403.362   MT  0.99996693   -0 02 08.8
 LA2185;SPC IN E     - 2,073,376.49    313,002.53   sFT  0.99996693   -0 02 08.8
 LA2185;UTM  16      - 4,532,953.453   607,642.266   MT  0.99974261   +0 50 16.8
 LA2185
 LA2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2185!SPC IN E     -   0.99996300  x   0.99996693  =   0.99992993
 LA2185!UTM  16      -   0.99996300  x   0.99974261  =   0.99970562
 LA2185
 LA2185:                Primary Azimuth Mark                     Grid Az
 LA2185:SPC IN E     -  SERVIA AZ MK                             317 12 46.8
 LA2185:UTM  16      -  SERVIA AZ MK                             316 20 21.2
 LA2185
 LA2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0764232953(NAD 83)
 LA2185
 LA2185|---------------------------------------------------------------------|
 LA2185| PID    Reference Object                     Distance      Geod. Az  |
 LA2185|                                                           dddmmss.s |
 LA2185| CD1214 SERVIA RM 1                          13.698 METERS 04926     |
 LA2185| CD1215 SERVIA RM 2                          10.714 METERS 13851     |
 LA2185| LA2221 URBANA ST PETERS EVAN CH SPIRE      APPROX. 7.7 KM 2313432.0 |
 LA2185| CD1213 SERVIA AZ MK                                       3171038.0 |
 LA2185| MD1656 N MANCHESTER PEABODY MEM TWR        APPROX. 8.6 KM 3274207.9 |
 LA2185| MD1655 N MANCHESTER MUN STANDPIPE          APPROX. 8.1 KM 3293342.1 |
 LA2185|---------------------------------------------------------------------|
 LA2185
 LA2185                          SUPERSEDED SURVEY CONTROL
 LA2185
 LA2185  NAD 83(1995)-  40 56 26.26480(N)    085 43 16.52392(W) AD(       ) 1
 LA2185  NAD 83(1986)-  40 56 26.26539(N)    085 43 16.52448(W) AD(       ) 1
 LA2185  NAD 27      -  40 56 26.10260(N)    085 43 16.58270(W) AD(       ) 1
 LA2185
 LA2185.Superseded values are not recommended for survey control.
 LA2185
 LA2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2185.See file dsdata.pdf to determine how the superseded data were derived.
 LA2185
 LA2185_MARKER: DS = TRIANGULATION STATION DISK
 LA2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2185_STAMPING: SERVIA 1947
 LA2185_MARK LOGO: CGS
 LA2185_PROJECTION: FLUSH
 LA2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2185+STABILITY: SURFACE MOTION
 LA2185
 LA2185  HISTORY     - Date     Condition        Report By
 LA2185  HISTORY     - 1947     MONUMENTED       CGS
 LA2185  HISTORY     - 1948     GOOD             CGS
 LA2185
 LA2185                          STATION DESCRIPTION
 LA2185
 LA2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2185'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF SERVIA ON A SMALL
 LA2185'WOODED HILL OWNED BY MRS. WHITE.  IT IS 160 FEET WEST OF THE CENTER OF
 LA2185'A GRAVEL ROAD, 21 FEET SOUTHWEST OF A TWIN MULBERRY TREE, 20 FEET WEST
 LA2185'OF AN OLD STONE CELLAR AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.
 LA2185'THE MARK IS FLUSH AND THE DISK IS STAMPED SERVIA 1947.
 LA2185'
 LA2185'REFERENCE MARK NO. 1 IS 44.94 FEET NORTHEAST OF THE STATION.  IT IS
 LA2185'125 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 12 FEET NORTHWEST
 LA2185'OF A 15 INCH POPLAR TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2185'SERVIA NO 1 1947.
 LA2185'
 LA2185'REFERENCE MARK NO. 2 IS 35.15 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2185'125 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH AND THE
 LA2185'DISK IS STAMPED SERVIA NO 2 1947.
 LA2185'
 LA2185'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION ON THE SOUTH
 LA2185'SIDE OF STATE HIGHWAY 113.  IT IS 21 FEET SOUTH OF THE CENTER OF THE
 LA2185'HIGHWAY AND 6 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS
 LA2185'ABOUT 2 INCHES AND THE DISK IS STAMPED SERVIA 1947.
 LA2185'
 LA2185'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE NORTH END OF
 LA2185'SERVIA, GO SOUTH ON STATE HIGHWAY 113 FOR ONE MILE TO WHERE THE
 LA2185'HIGHWAY TURNS LEFT AND A PAVED ROAD STRAIGHT AHEAD, TURN LEFT AND
 LA2185'FOLLOW HIGHWAY 113 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LA2185'CONTINUE 0.2 MILE TO A CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO
 LA2185'0.15 MILE TO A GATE ON THE RIGHT AND A SMALL GROWTH OF TIMBER, TURN
 LA2185'RIGHT THRU GATE AND UP A SMALL HILL ABOUT 50 YARDS TO THE STATION AS
 LA2185'DESCRIBED.
 LA2185'
 LA2185'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2185
 LA2185                          STATION RECOVERY (1948)
 LA2185
 LA2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2185'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LA2185'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO AZIMUTH, REFERENCE MARK
 LA2185'NO. 1 AND REFERENCE MARK NO. 2 WERE CHECKED AND FOUND TO BE CORRECT.
 LA2185'OLD DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.  STATION MARKS,
 LA2185'AZIMUTH AND REFERENCE MARKS ARE DESCRIBED IN NOTES 1A, 7A AND 11A.
 LA2185'
 LA2185'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0985 ***********************************************************************
 HZ0985  DESIGNATION -  SEVEN
 HZ0985  PID         -  HZ0985
 HZ0985  STATE/COUNTY-  IN/JEFFERSON
 HZ0985  COUNTRY     -  US
 HZ0985  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0985
 HZ0985                         *CURRENT SURVEY CONTROL
 HZ0985  ______________________________________________________________________
 HZ0985* NAD 83(2011) POSITION- 38 46 18.25062(N) 085 24 51.42572(W)   ADJUSTED
 HZ0985* NAD 83(2011) ELLIP HT-   229.905 (meters)        (10/06/17)   ADJUSTED
 HZ0985* NAD 83(2011) EPOCH   -  2010.00
 HZ0985* NAVD 88 ORTHO HEIGHT -   263.791 (meters)      865.45  (feet) ADJUSTED
 HZ0985  ______________________________________________________________________
 HZ0985  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ0985  NAD 83(2011) X  -    398,106.210 (meters)                     COMP
 HZ0985  NAD 83(2011) Y  - -4,963,474.597 (meters)                     COMP
 HZ0985  NAD 83(2011) Z  -  3,972,736.160 (meters)                     COMP
 HZ0985  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 HZ0985  DYNAMIC HEIGHT  -        263.617 (meters)      864.88  (feet) COMP
 HZ0985  MODELED GRAVITY -    979,960.8   (mgal)                       NAVD 88
 HZ0985
 HZ0985  VERT ORDER      -  FIRST     CLASS II
 HZ0985
 HZ0985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ0985  Standards:
 HZ0985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ0985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ0985  -------------------------------------------------------------------
 HZ0985  NETWORK    0.39   0.94           0.17   0.15   0.48      0.04550837
 HZ0985  -------------------------------------------------------------------
 HZ0985  Click here for local accuracies and other accuracy information.
 HZ0985
 HZ0985.The horizontal coordinates were established by GPS observations
 HZ0985.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 HZ0985
 HZ0985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ0985.been affixed to the stable North American tectonic plate. See 
 HZ0985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ0985
 HZ0985.The horizontal coordinates are valid at the epoch date displayed above
 HZ0985.which is a decimal equivalence of Year/Month/Day.
 HZ0985
 HZ0985.The orthometric height was determined by differential leveling and
 HZ0985.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0985.in June 1991.
 HZ0985
 HZ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0985.GEOID18 height accuracy estimate available here.
 HZ0985
 HZ0985.Click photographs - Photos may exist for this station.
 HZ0985
 HZ0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0985
 HZ0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ0985
 HZ0985.The ellipsoidal height was determined by GPS observations
 HZ0985.and is referenced to NAD 83.
 HZ0985
 HZ0985.The dynamic height is computed by dividing the NAVD 88
 HZ0985.geopotential number by the normal gravity value computed on the
 HZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0985.degrees latitude (g = 980.6199 gals.).
 HZ0985
 HZ0985.The modeled gravity was interpolated from observed gravity values.
 HZ0985
 HZ0985. The following values were computed from the NAD 83(2011) position.
 HZ0985
 HZ0985;                    North         East     Units Scale Factor Converg.
 HZ0985;SPC IN E     -   391,187.077   121,932.280   MT  0.99997259   +0 09 29.0
 HZ0985;SPC IN E     - 1,283,419.60    400,039.49   sFT  0.99997259   +0 09 29.0
 HZ0985;SPC KY1Z     - 1,270,684.941 1,529,175.725   MT  1.00002702   +0 12 22.0
 HZ0985;SPC KY1Z     - 4,168,905.51  5,016,970.69   sFT  1.00002702   +0 12 22.0
 HZ0985;SPC KY N     -   141,800.880   398,824.032   MT  0.99997616   -0 43 27.3
 HZ0985;SPC KY N     -   465,225.05  1,308,475.18   sFT  0.99997616   -0 43 27.3
 HZ0985;UTM  16      - 4,292,640.300   637,753.774   MT  0.99983368   +0 59 35.4
 HZ0985
 HZ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0985!SPC IN E     -   0.99996393  x   0.99997259  =   0.99993652
 HZ0985!SPC KY1Z     -   0.99996393  x   1.00002702  =   0.99999095
 HZ0985!SPC KY N     -   0.99996393  x   0.99997616  =   0.99994009
 HZ0985!UTM  16      -   0.99996393  x   0.99983368  =   0.99979762
 HZ0985
 HZ0985:                Primary Azimuth Mark                     Grid Az
 HZ0985:SPC IN E     -  NORTH MADISON MUNICIPAL TANK             124 20 13.4
 HZ0985:SPC KY1Z     -  NORTH MADISON MUNICIPAL TANK             124 17 20.4
 HZ0985:SPC KY N     -  NORTH MADISON MUNICIPAL TANK             125 13 09.7
 HZ0985:UTM  16      -  NORTH MADISON MUNICIPAL TANK             123 30 07.0
 HZ0985
 HZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3775392640(NAD 83)
 HZ0985
 HZ0985|---------------------------------------------------------------------|
 HZ0985| PID    Reference Object                     Distance      Geod. Az  |
 HZ0985|                                                           dddmmss.s |
 HZ0985| HZ0988 SEVEN RM 1                           29.853 METERS 04230     |
 HZ0985| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 2.9 KM 1242942.4 |
 HZ0985| HZ0986 303                                  53.913 METERS 23641     |
 HZ0985| CG9919 SEVEN AZ MK                                        2651508.9 |
 HZ0985| HZ2067 INTER OF ST HWY 7 AND HWY 107        75.900 METERS 28845     |
 HZ0985| HZ0987 SEVEN RM 2                           23.520 METERS 29117     |
 HZ0985|---------------------------------------------------------------------|
 HZ0985
 HZ0985                          SUPERSEDED SURVEY CONTROL
 HZ0985
 HZ0985  NAD 83(1997)-  38 46 18.25147(N)    085 24 51.42720(W) AD(       ) 3
 HZ0985  NAD 83(1995)-  38 46 18.25112(N)    085 24 51.42544(W) AD(       ) 3
 HZ0985  NAD 83(1993)-  38 46 18.25124(N)    085 24 51.42610(W) AD(       ) 3
 HZ0985  NAD 83(1986)-  38 46 18.25249(N)    085 24 51.43228(W) AD(       ) 3
 HZ0985  NAD 27      -  38 46 18.03800(N)    085 24 51.58300(W) AD(       ) 3
 HZ0985  NGVD 29 (??/??/92)  263.955  (m)          865.99   (f) ADJ UNCH    1 2
 HZ0985  NGVD 29             263.96   (m)          866.0    (f) LEVELING    3  
 HZ0985
 HZ0985.Superseded values are not recommended for survey control.
 HZ0985
 HZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0985.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0985
 HZ0985_MARKER: DS = TRIANGULATION STATION DISK
 HZ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0985_STAMPING: SEVEN 1947
 HZ0985_MARK LOGO: CGS
 HZ0985_PROJECTION: FLUSH
 HZ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0985+STABILITY: SURFACE MOTION
 HZ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0985+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2015
 HZ0985
 HZ0985  HISTORY     - Date     Condition        Report By
 HZ0985  HISTORY     - 1947     MONUMENTED       CGS
 HZ0985  HISTORY     - 1965     GOOD             CGS
 HZ0985  HISTORY     - 1966     GOOD             MGA
 HZ0985  HISTORY     - 1969     GOOD             CGS
 HZ0985  HISTORY     - 1969     GOOD             CGS
 HZ0985  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HZ0985  HISTORY     - 1980     GOOD             BRADY
 HZ0985  HISTORY     - 20151207 GOOD             INDOT
 HZ0985
 HZ0985                          STATION DESCRIPTION
 HZ0985
 HZ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ0985'STATION IS 1.3 MILES NORTH FROM THE POST OFFICE IN NORTH MADISON VIA
 HZ0985'STATE HIGHWAY 7, 249 FEET SOUTHEAST OF THE JUNCTION OF STATE
 HZ0985'HIGHWAYS 7 AND 107, ON THE HIGHWAY RIGHT OF WAY, 138 FEET EAST OF THE
 HZ0985'CENTERLINE OF HIGHWAY 7, AND 113 FEET SOUTH OF THE CENTERLINE OF
 HZ0985'HIGHWAY 107. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ0985'STAMPED SEVEN 1947.
 HZ0985'
 HZ0985'REFERENCE MARK NO. 1 IS 97.80 FEET NORTHEAST OF THE STATION AND 51
 HZ0985'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 107. THE MARK PROJECTS 8
 HZ0985'INCHES, AND THE DISK IS STAMPED SEVEN NO 1 1947.
 HZ0985'
 HZ0985'REFERENCE MARK NO. 2 IS 77.15 FEET NORTHWEST OF THE STATION, 97 FEET
 HZ0985'EAST OF THE CENTERLINE OF HIGHWAY 7, AND 74 FEET SOUTH OF THE
 HZ0985'CENTERLINE OF HIGHWAY 107. THE MARK PROJECTS 1 INCH, AND THE DISK IS
 HZ0985'STAMPED SEVEN NO 2 1947.
 HZ0985'
 HZ0985'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 43 FEET NORTH OF THE
 HZ0985'CENTERLINE OF HIGHWAY 107, AND 2.5 FEET EAST OF A WHITE WITNESS
 HZ0985'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED SEVEN 1947.
 HZ0985'
 HZ0985'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO. 303 CWA IS
 HZ0985'176.88 FEET WEST OF THE STATION BY A TRAVERSE CONNECTION, 41
 HZ0985'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY W.F.
 HZ0985'FRIEDERSDORF, 40 FEET WEST OF THE CENTERLINE OF HIGHWAY 7,
 HZ0985'AND 25 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 HZ0985'DRIVEWAY. THIS IS A BRONZE DISK SET IN CONCRETE. THE MARK IS
 HZ0985'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED STATION NO 303. THE
 HZ0985'ELEVATION IS NOT STAMPED ON THE DISK.
 HZ0985'
 HZ0985'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ0985
 HZ0985                          STATION RECOVERY (1965)
 HZ0985
 HZ0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 HZ0985'THE STATION MARK, STAMPED SEVEN 1947, IS ABOUT 1.0 MILE NORTHWEST
 HZ0985'ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING OF THE RAILROAD
 HZ0985'AND STATE HIGHWAY 7 AT NORTH MADISON, THENCE 0.3 MILE WEST ALONG
 HZ0985'STATE HIGHWAY 107, 249 FEET SOUTHEAST OF THE CENTER OF THE
 HZ0985'INTERSECTION OF STATE HIGHWAYS 107 AND 7, 113 FEET SOUTH OF THE
 HZ0985'CENTER LINE OF STATE HIGHWAY 107, 137 FEET EAST OF THE CENTER
 HZ0985'LINE OF STATE HIGHWAY 7, 44 FEET NORTH-NORTHEAST OF THE
 HZ0985'NORTHEAST CORNER OF A HOUSE, ABOUT LEVEL WITH THE HIGHWAYS,
 HZ0985'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 HZ0985'GROUND.
 HZ0985'
 HZ0985'R.M. 1, STAMPED SEVEN NO 1 1947, IS 97.8 FEET NORTHEAST OF THE
 HZ0985'STATION, 5 FEET WEST OF THE WEST EDGE OF A DRIVEWAY TO A CAFE, 51
 HZ0985'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 7, 2 FEET SOUTH
 HZ0985'OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HZ0985'OF A CONCRETE POST PROJECTING 8 INCHES.
 HZ0985'
 HZ0985'R.M. 2, STAMPED SEVEN NO 2 1947, IS 77.1 FEET NORTHWEST OF THE
 HZ0985'STATION, 97 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 74 FEET
 HZ0985'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 107, 30 FEET SOUTH OF
 HZ0985'A POWER POLE, ABOUT LEVEL WITH THE GROUND.
 HZ0985
 HZ0985                          STATION RECOVERY (1966)
 HZ0985
 HZ0985'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1966 (DHC)
 HZ0985'SEVEN 1963 RECOVERED EXCELLENT.
 HZ0985'
 HZ0985'THIS STATION RECOVERED FROM MAP LOCATION WITHOUT THE BENIFIT OF
 HZ0985'C AND GS DESCRIPTION.  RMS AND AZIMUTH MARK NOT SEARCHED FOR.  THE
 HZ0985'ROADS AND INTERSECTION NEAR THIS STATION ARE BEING WIDNED AND
 HZ0985'REBUILT WHICH MAY AFFECT REFERENCES.  THE STATION ITSELF IS IN NO
 HZ0985'DANGER.
 HZ0985
 HZ0985                          STATION RECOVERY (1969)
 HZ0985
 HZ0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HZ0985'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HZ0985'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HZ0985'RECOVERED BUT SEEM TO LEAN SLIGHTLY TO THE EAST.  BENCH MARK 303
 HZ0985'IND GEOD S. MARK HAS BEEN DESTROYED BY SOME MEANS AND THE DISK WAS
 HZ0985'RECOVERED.  IN CHECKING THE HORIZONTAL DISTANCE MEASUREMENTS
 HZ0985'BETWEEN THE STATION AND THE REFERENCE MARKS THE FOLLOWING
 HZ0985'DISCREPANCIES WERE NOTED.  STATION TO REFERENCE MARK NO. 1 + 0.14
 HZ0985'OF A FOOT, AND STATION TO REFERENCE MARK NO. 2 + 0.02 OF A
 HZ0985'FOOT.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 HZ0985'OBSERVED AND A DISCREPANCY OF 00 DEG 01 MIN 58.2 SEC WAS NOTED
 HZ0985'IN THE DIRECTION TO REFERENCE MARK NO. 1.
 HZ0985'
 HZ0985'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HZ0985'
 HZ0985'THE STATION IS LOCATED IN A MOWED AREA IN THE SOUTHEAST ANGLE OF THE
 HZ0985'INTERSECTION OF STATE ROUTES 7 AND 107, ABOUT 1.3 MILES NORTH ALONG
 HZ0985'STATE ROUTE 7 FROM THE POST OFFICE IN NORTH MADISON.
 HZ0985'
 HZ0985'NO STATION TO-REACH DEEMED NECESSARY.
 HZ0985'
 HZ0985'THE STATION IS 139 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 HZ0985'ROUTE 7, 112 FEET SOUTH OF THE APPROXIMATE CENTELINE OF STATE ROUTE
 HZ0985'107, 114 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT, 102 FEET
 HZ0985'SOUTH-SOUTHEAST OF A POWERLINE TRANSFORMER POLE, 99 FEET
 HZ0985'WEST-SOUTHWEST OF A POWERLINE POLE, 43 FEET NORTH-NORTHEAST OF
 HZ0985'THE NORTHEAST CORNER OF A HOUSE, 13 FEET NORTHEAST OF A SCARLET
 HZ0985'HAWTHORNE TREE, 7 FEET WEST-SOUTHWEAST OF A 10-INCH ELM TREE,
 HZ0985'AND 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 HZ0985'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE, FLUSH, CONCRETE
 HZ0985'MONUMENT AND THE DISK IS STAMPED SEVEN 1947.
 HZ0985'
 HZ0985'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE APPROXIMATE CENTER OF
 HZ0985'STATE ROUTE 107, 33 FEET SOUTHEAST OF THE SOUTH METAL POLE
 HZ0985'SUPPORTING A LARGE OVERHEAD HIGHWAY SIGN, 25.5 FEET EAST-SOUTHEAST
 HZ0985'OF THE CENTER OF A STORM DRAIN, 4 FEET EAST-SOUTHEAST OF A
 HZ0985'CONCRETE RIGHT-OF-WAY MARKER POST, AND 2 FEET SOUTH OF A
 HZ0985'POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HZ0985'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 7 INCHES
 HZ0985'AND THE DISK IS STAMPED SEVEN NO 1 1947.
 HZ0985'
 HZ0985'REFERENCE MARK NO. 2 IS 103 FEET NORTH OF THE NORTHWEST CORNER OF
 HZ0985'A HOUSE, 100 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 7,
 HZ0985'75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 107, 42 FEET
 HZ0985'SOUTH OF A FIRE HYDRANT, 30 FEET SOUTH OF A POWERLINE TRANSFORMER
 HZ0985'POLE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 HZ0985'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 HZ0985'CONCRETE MONUMENT AND THE DISK IS STAMPED SEVEN NO 2 1947.
 HZ0985'
 HZ0985'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HZ0985'REFERENCE MARK NO. 2 IS 145.01 FEET - (44.199) METERS.
 HZ0985'
 HZ0985'THE AZIMUTH MARK IS 50 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 HZ0985'CORNER OF HOUSE NO. 1650, 47 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HZ0985'HOUSE NO. 1648, 43 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 HZ0985'ROUTE 107, 38 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 HZ0985'AND 10 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  IT IS A
 HZ0985'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HZ0985'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED SEVEN 1947.
 HZ0985'
 HZ0985'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE HIGHWAYS NEAR
 HZ0985'THE STATION SITE, GO WEST ON STATE ROUTE 107 FOR ABOUT 0.45 OF A
 HZ0985'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  DUE TO THIS MARKS
 HZ0985'LOCATION IN A TENDED AREA, NO WITNESS POST WAS SET.
 HZ0985'
 HZ0985'ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH MARK FOR THIS STATION
 HZ0985'ARE BENCH MARKS.
 HZ0985'
 HZ0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTH MADISON.
 HZ0985
 HZ0985                          STATION RECOVERY (1969)
 HZ0985
 HZ0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HZ0985'1.3 MI NW FROM NORTH MADISON.
 HZ0985'THIS MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 HZ0985'OF STATE ROUTES 7 AND 107, ABOUT 1.3 MILES NORTH ALONG STATE
 HZ0985'ROUTE 7 FROM THE POST OFFICE IN NORTH MADISON, 139 FEET EAST OF
 HZ0985'THE APPROXIMATE CENTER OF STATE ROUTE 7, 112 FEET SOUTH OF THE
 HZ0985'APPROXIMATE CENTER OF STATE ROUTE 107, 114 FEET SOUTH-SOUTHEAST
 HZ0985'OF A FIRE HYDRANT, 102 FEET SOUTH-SOUTHEAST OF A POWERLINE
 HZ0985'TRANSFORMER POLE, 99 FEET WEST-SOUTHWEST OF A POWERLINE POLE,
 HZ0985'97.94 FEET SOUTHWEST OF SEVEN R.M. 1, 77.17 FEET EAST-SOUTHEAST OF
 HZ0985'SEVEN R.M. 2, 43 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 HZ0985'A HOUSE, 13 FEET NORTHEAST OF A SCARLET HAWTHORNE TREE, 7 FEET
 HZ0985'WEST-SOUTHWEST OF A 10-INCH ELM TREE, AND 2.0 FEET NORTH OF A
 HZ0985'METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION
 HZ0985'STATION DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 HZ0985'MONUMENT AND THE DISK IS STAMPED SEVEN 1947.
 HZ0985
 HZ0985                          STATION RECOVERY (1972)
 HZ0985
 HZ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HZ0985'THIS STATION WAS VISITED BUT FOUND TO HAVE BEEN REPAIRED.  THE
 HZ0985'PREVIOUS RECOVERY NOTE IS GOOD AS ALL MARKS WERE FOUND IN GOOD
 HZ0985'CONDITION.
 HZ0985'
 HZ0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 HZ0985'NORTH MADISON.
 HZ0985
 HZ0985                          STATION RECOVERY (1980)
 HZ0985
 HZ0985'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1980 (RB)
 HZ0985'SEVEN 1947 RECOVERED GOOD.
 HZ0985'
 HZ0985'SEVEN 1947 (AZ MK) LEANING SLIGHTLY TOWARD STATION AND A LITTLE LOOSE
 HZ0985'IN GROUND.
 HZ0985'
 HZ0985'SEVEN NO 1 1947 NOT SEARCHED FOR.
 HZ0985'
 HZ0985'SEVEN NO 2 1947 NOT SEARCHED FOR.
 HZ0985'
 HZ0985'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH MADISON.
 HZ0985
 HZ0985                          STATION RECOVERY (2015)
 HZ0985
 HZ0985'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 HZ0985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0988 ***********************************************************************
 HZ0988  DESIGNATION -  SEVEN RM 1
 HZ0988  PID         -  HZ0988
 HZ0988  STATE/COUNTY-  IN/JEFFERSON
 HZ0988  COUNTRY     -  US
 HZ0988  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0988
 HZ0988                         *CURRENT SURVEY CONTROL
 HZ0988  ______________________________________________________________________
 HZ0988* NAD 83(1986) POSITION- 38 46 18.97   (N) 085 24 50.59   (W)   HD_HELD1
 HZ0988* NAVD 88 ORTHO HEIGHT -   263.961 (meters)      866.01  (feet) ADJUSTED
 HZ0988  ______________________________________________________________________
 HZ0988  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ0988  DYNAMIC HEIGHT  -        263.787 (meters)      865.44  (feet) COMP
 HZ0988  MODELED GRAVITY -    979,960.8   (mgal)                       NAVD 88
 HZ0988
 HZ0988  VERT ORDER      -  FIRST     CLASS II
 HZ0988
 HZ0988.The horizontal coordinates were determined by differentially corrected
 HZ0988.hand held GPS observations or other comparable positioning techniques
 HZ0988.and have an estimated accuracy of +/- 3 meters.
 HZ0988
 HZ0988.The orthometric height was determined by differential leveling and
 HZ0988.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0988.in June 1991.
 HZ0988
 HZ0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0988.GEOID18 height accuracy estimate available here.
 HZ0988
 HZ0988.Click photographs - Photos may exist for this station.
 HZ0988
 HZ0988.The dynamic height is computed by dividing the NAVD 88
 HZ0988.geopotential number by the normal gravity value computed on the
 HZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0988.degrees latitude (g = 980.6199 gals.).
 HZ0988
 HZ0988.The modeled gravity was interpolated from observed gravity values.
 HZ0988
 HZ0988;                    North         East    Units  Estimated Accuracy
 HZ0988;SPC IN E     -   391,209.3     121,952.4     MT  (+/- 3 meters HH1 GPS) 
 HZ0988
 HZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3777392662(NAD 83)
 HZ0988
 HZ0988                          SUPERSEDED SURVEY CONTROL
 HZ0988
 HZ0988  NGVD 29 (??/??/92)  264.126  (m)          866.55   (f) ADJ UNCH    1 2
 HZ0988
 HZ0988.Superseded values are not recommended for survey control.
 HZ0988
 HZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0988.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0988
 HZ0988_MARKER: DR = REFERENCE MARK DISK
 HZ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0988_STAMPING: SEVEN NO 1 1947
 HZ0988_MARK LOGO: CGS
 HZ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0988+STABILITY: SURFACE MOTION
 HZ0988
 HZ0988  HISTORY     - Date     Condition        Report By
 HZ0988  HISTORY     - 1947     MONUMENTED       CGS
 HZ0988  HISTORY     - 1969     GOOD             CGS
 HZ0988
 HZ0988                          STATION DESCRIPTION
 HZ0988
 HZ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HZ0988'1.3 MI NW FROM NORTH MADISON.
 HZ0988'THIS MARK IS AT THE SEVEN 1947 TRIANGULATION STATION SITE, 145.01
 HZ0988'FEET EAST-NORTHEAST OF SEVEN R.M. 2, 97.94 FEET NORTHEAST OF
 HZ0988'SEVEN, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 107,
 HZ0988'33 FEET SOUTHEAST OF THE SOUTH METAL POLE SUPPORTING A LARGE
 HZ0988'OVERHEAD HIGHWAY SIGN, 25.5 FEET EAST-SOUTHEAST OF THE CENTER
 HZ0988'OF A STORM DRAIN, 4 FEET EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 HZ0988'MARKER POST, AND 2 FEET SOUTH OF A POWERLINE POLE.  IT IS A
 HZ0988'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 HZ0988'CONCRETE MONUMENT THAT PROJECTS ABOUT 7 INCHES AND THE DISK IS
 HZ0988'STAMPED SEVEN NO 1 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0987 ***********************************************************************
 HZ0987  DESIGNATION -  SEVEN RM 2
 HZ0987  PID         -  HZ0987
 HZ0987  STATE/COUNTY-  IN/JEFFERSON
 HZ0987  COUNTRY     -  US
 HZ0987  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0987
 HZ0987                         *CURRENT SURVEY CONTROL
 HZ0987  ______________________________________________________________________
 HZ0987* NAD 83(1986) POSITION- 38 46 18.53   (N) 085 24 52.34   (W)   HD_HELD1
 HZ0987* NAVD 88 ORTHO HEIGHT -   263.811 (meters)      865.52  (feet) ADJUSTED
 HZ0987  ______________________________________________________________________
 HZ0987  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ0987  DYNAMIC HEIGHT  -        263.636 (meters)      864.95  (feet) COMP
 HZ0987  MODELED GRAVITY -    979,960.8   (mgal)                       NAVD 88
 HZ0987
 HZ0987  VERT ORDER      -  FIRST     CLASS II
 HZ0987
 HZ0987.The horizontal coordinates were determined by differentially corrected
 HZ0987.hand held GPS observations or other comparable positioning techniques
 HZ0987.and have an estimated accuracy of +/- 3 meters.
 HZ0987
 HZ0987.The orthometric height was determined by differential leveling and
 HZ0987.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0987.in June 1991.
 HZ0987
 HZ0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0987.GEOID18 height accuracy estimate available here.
 HZ0987
 HZ0987.Click photographs - Photos may exist for this station.
 HZ0987
 HZ0987.The dynamic height is computed by dividing the NAVD 88
 HZ0987.geopotential number by the normal gravity value computed on the
 HZ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0987.degrees latitude (g = 980.6199 gals.).
 HZ0987
 HZ0987.The modeled gravity was interpolated from observed gravity values.
 HZ0987
 HZ0987;                    North         East    Units  Estimated Accuracy
 HZ0987;SPC IN E     -   391,195.6     121,910.2     MT  (+/- 3 meters HH1 GPS) 
 HZ0987
 HZ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3773192648(NAD 83)
 HZ0987
 HZ0987                          SUPERSEDED SURVEY CONTROL
 HZ0987
 HZ0987  NGVD 29 (??/??/92)  263.975  (m)          866.06   (f) ADJ UNCH    1 2
 HZ0987
 HZ0987.Superseded values are not recommended for survey control.
 HZ0987
 HZ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0987.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0987
 HZ0987_MARKER: DR = REFERENCE MARK DISK
 HZ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0987_STAMPING: SEVEN NO 2 1947
 HZ0987_MARK LOGO: CGS
 HZ0987_PROJECTION: FLUSH
 HZ0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0987+STABILITY: SURFACE MOTION
 HZ0987
 HZ0987  HISTORY     - Date     Condition        Report By
 HZ0987  HISTORY     - 1947     MONUMENTED       CGS
 HZ0987  HISTORY     - 1969     GOOD             CGS
 HZ0987
 HZ0987                          STATION DESCRIPTION
 HZ0987
 HZ0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HZ0987'1.3 MI NW FROM NORTH MADISON.
 HZ0987'THIS MARK IS AT THE SEVEN 1947 TRIANGULATION STATION SITE, 145.01
 HZ0987'FEET WEST-SOUTHWEST OF SEVEN R.M. 1, 103 FEET NORTH OF THE
 HZ0987'NORTHWEST CORNER OF A HOUSE, 100 FEET EAST OF THE APPROXIMATE
 HZ0987'CENTER OF STATE ROUTE 7, 77.17 FEET WEST-NORTHWEST OF SEVEN,
 HZ0987'75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 107, 42
 HZ0987'FEET SOUTH OF A FIRE HYDRANT, 30 FEET SOUTH OF A POWERLINE
 HZ0987'TRANSFORMER POLE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND
 HZ0987'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 HZ0987'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 HZ0987'SEVEN NO 2 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1687 ***********************************************************************
 MD1687  DESIGNATION -  SEYBERTS
 MD1687  PID         -  MD1687
 MD1687  STATE/COUNTY-  IN/LAGRANGE
 MD1687  COUNTRY     -  US
 MD1687  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1687
 MD1687                         *CURRENT SURVEY CONTROL
 MD1687  ______________________________________________________________________
 MD1687* NAD 83(1997) POSITION- 41 43 14.20881(N) 085 30 15.64508(W)   ADJUSTED
 MD1687* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 MD1687  ______________________________________________________________________
 MD1687  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 MD1687  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 MD1687  HORZ ORDER      -  THIRD
 MD1687
 MD1687.The horizontal coordinates were established by classical geodetic methods
 MD1687.and adjusted by the National Geodetic Survey in May 1999.
 MD1687
 MD1687.The orthometric height was scaled from a topographic map.
 MD1687
 MD1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1687.GEOID18 height accuracy estimate available here.
 MD1687
 MD1687.Click photographs - Photos may exist for this station.
 MD1687
 MD1687.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1687
 MD1687. The following values were computed from the NAD 83(1997) position.
 MD1687
 MD1687;                    North         East     Units Scale Factor Converg.
 MD1687;SPC IN E     -   718,600.237   113,506.621   MT  0.99996891   +0 06 28.9
 MD1687;SPC IN E     - 2,357,607.61    372,396.31   sFT  0.99996891   +0 06 28.9
 MD1687;SPC MI S     -    25,146.018 3,905,323.571   MT  1.00011136   -0 46 27.2
 MD1687;SPC MI S     -    82,500.06 12,812,741.37   iFT  1.00011136   -0 46 27.2
 MD1687;UTM  16      - 4,619,837.784   624,408.505   MT  0.99979046   +0 59 43.7
 MD1687
 MD1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1687!SPC IN E     -   0.99996430  x   0.99996891  =   0.99993321
 MD1687!SPC MI S     -   0.99996430  x   1.00011136  =   1.00007566
 MD1687!UTM  16      -   0.99996430  x   0.99979046  =   0.99975477
 MD1687
 MD1687:                Primary Azimuth Mark                     Grid Az
 MD1687:SPC IN E     -  SEYBERTS AZ MK                           084 39 05.3
 MD1687:SPC MI S     -  SEYBERTS AZ MK                           085 32 01.4
 MD1687:UTM  16      -  SEYBERTS AZ MK                           083 45 50.5
 MD1687
 MD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2440819837(NAD 83)
 MD1687
 MD1687|---------------------------------------------------------------------|
 MD1687| PID    Reference Object                     Distance      Geod. Az  |
 MD1687|                                                           dddmmss.s |
 MD1687| CD1216 SEYBERTS AZ MK                                     0844534.2 |
 MD1687| MD1508 HOWE MILITARY ACADEMY STACK         APPROX. 6.6 KM 0873427.0 |
 MD1687| CD1217 SEYBERTS RM 1                        24.585 METERS 17719     |
 MD1687| CD1218 SEYBERTS RM 2                        29.148 METERS 27526     |
 MD1687|---------------------------------------------------------------------|
 MD1687
 MD1687                          SUPERSEDED SURVEY CONTROL
 MD1687
 MD1687  NAD 83(1995)-  41 43 14.20866(N)    085 30 15.64793(W) AD(       ) 3
 MD1687  NAD 83(1994)-  41 43 14.20905(N)    085 30 15.64966(W) AD(       ) 3
 MD1687  NAD 83(1986)-  41 43 14.20962(N)    085 30 15.65380(W) AD(       ) 3
 MD1687  NAD 27      -  41 43 14.02460(N)    085 30 15.71360(W) AD(       ) 3
 MD1687
 MD1687.Superseded values are not recommended for survey control.
 MD1687
 MD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1687.See file dsdata.pdf to determine how the superseded data were derived.
 MD1687
 MD1687_MARKER: DS = TRIANGULATION STATION DISK
 MD1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1687_STAMPING: SEYBERTS 1946
 MD1687_MARK LOGO: CGS
 MD1687_PROJECTION: FLUSH
 MD1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1687+STABILITY: SURFACE MOTION
 MD1687
 MD1687  HISTORY     - Date     Condition        Report By
 MD1687  HISTORY     - 1946     MONUMENTED       CGS
 MD1687  HISTORY     - 1960     GOOD             CGS
 MD1687  HISTORY     - 19940509 GOOD             USPSQD
 MD1687
 MD1687                          STATION DESCRIPTION
 MD1687
 MD1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1687'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 120 AND A
 MD1687'GRAVEL T-ROAD SOUTH, 4.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS
 MD1687'9 AND 120 IN HOWE.  IT IS 65 FEET SOUTHWEST OF THE INTERSECTION OF THE
 MD1687'TWO ROADS, 30 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 50 FEET
 MD1687'SOUTHEAST OF A 30 INCH MAPLE TREE AND 6 FEET EAST OF A WHITE WITNESS
 MD1687'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED SEYBERTS 1946.
 MD1687'
 MD1687'REFERENCE MARK NO. 1 IS 80.66 FEET SOUTH OF THE STATION.  IT IS 22.5
 MD1687'FEET WEST OF THE CENTER OF THE ROAD AND ONE FOOT EAST OF THE FENCE.
 MD1687'THE MARK PROJECTS ABOUT 2 INCHES AND DISK IS STAMPED SEYBERTS NO 1
 MD1687'1946.
 MD1687'
 MD1687'REFERENCE MARK NO. 2 IS 95.63 FEET WEST OF THE STATION.  IT IS 50.5
 MD1687'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 120, 21.5 FEET SOUTHEAST OF
 MD1687'A 30 INCH MAPLE TREE AND 57 FEET WEST OF ANOTHER 30 INCH MAPLE TREE.
 MD1687'THE MARK IS FLUSH AND THE DISK IS STAMPED SEYBERTS NO 2 1946.
 MD1687'
 MD1687'AZIMUTH MARK IS 0.2 MILES EAST OF THE STATION.  IT IS 28 FEET NORTH OF
 MD1687'THE CENTER OF HIGHWAY 120, 3 FEET WEST OF A WHITE WITNESS POST.  THE
 MD1687'DISK IS STAMPED SEYBERTS 1946.
 MD1687'
 MD1687'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1687
 MD1687                          STATION RECOVERY (1960)
 MD1687
 MD1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1687'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1687'DESCRIBED.
 MD1687'
 MD1687'ABOUT 0.9 MILE N AND 0.5 MILE E OF SMALL SETTLEMENT OF SEYBERT, OR 4.1
 MD1687'MILES W ALONG NO. 120 INDIANA HWY. FROM ITS CROSSING WITH NO. 9
 MD1687'INDIANA HWY. IN HOWE, IN SW ANGLE OF HWY. AND GRAVEL T-ROAD S, 61 FEET
 MD1687'S OF CENTER LINE OF THE HWY., 1.0 FEET LOWER THAN SAME, 22 FEET W OF
 MD1687'CENTER LINE OF GRAVEL ROAD, 51 FEET SE OF CENTER OF 30-INCH MAPLE
 MD1687'TREE, STANDARD DISKS ARE STAMPED SEYBERTS 1946 AND SET IN 1A AND 7A
 MD1687'MARKS, THE UPPER MARK IS FLUSH, AND 6 FEET NE OF A STEEL WITNESS POST
 MD1687'THAT IS SET IN THE CURVED FENCE LINE.
 MD1687'
 MD1687'REFERENCE STAMPED SEYBERTS NO 1 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1687'80.66 FEET OR 24.585 METERS S IN AZIMUTH 357 DEG 19 MIN FROM THE
 MD1687'STATION, 140-1/2 FEET S OF CENTER LINE OF HWY., 22 FEET W OF CENTER
 MD1687'LINE OF GRAVEL ROAD, AND A FOOT E OF THE FENCE.
 MD1687'
 MD1687'REFERENCE STAMPED SEYBERTS NO 2 1946, NOTE 11A, PROJECTS 0.1 FOOT, IS
 MD1687'95.65 FEET OR 29.154 METERS W IN AZIMUTH 95 DEG 26 MIN FROM THE
 MD1687'STATION, 119 FEET W OF CENTER LINE OF THE GRAVEL ROAD, 50 FEET S OF
 MD1687'CENTER LINE OF HWY., 0.5 FOOT HIGHER THAN SAME, IN FENCE LINE.
 MD1687'
 MD1687'AZIMUTH STAMPED SEYBERTS 1946, NOTE 16A, FLUSH, IS 0.3 MILE E FROM
 MD1687'STATION, ON CREST OF RIDGE, 48 FEET N OF CENTER LINE OF HIGHWAY, 4.4
 MD1687'FEET HIGHER THAN SAME, 2 FEET S OF A FENCE T-INTERSECTION, AND 1.7
 MD1687'FEET ESE OF STEEL WITNESS POST.
 MD1687
 MD1687                          STATION RECOVERY (1994)
 MD1687
 MD1687'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4658 ***********************************************************************
 DM4658  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4658  DESIGNATION -  SEYMOUR CORS ARP
 DM4658  CORS_ID     -  INSY
 DM4658  PID         -  DM4658
 DM4658  STATE/COUNTY-  IN/JACKSON
 DM4658  COUNTRY     -  US
 DM4658  USGS QUAD   -  CHESTNUT RIDGE (2019)
 DM4658
 DM4658                         *CURRENT SURVEY CONTROL
 DM4658  ______________________________________________________________________
 DM4658* NAD 83(2011) POSITION- 38 57 36.27990(N) 085 51 42.43222(W)   ADJUSTED
 DM4658* NAD 83(2011) ELLIP HT-   158.667 (meters)        (04/??/25)   ADJUSTED
 DM4658* NAD 83(2011) EPOCH   -  2010.00
 DM4658  ______________________________________________________________________
 DM4658  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 DM4658  NAD 83(2011) X  -    358,377.035 (meters)                     COMP
 DM4658  NAD 83(2011) Y  - -4,953,291.047 (meters)                     COMP
 DM4658  NAD 83(2011) Z  -  3,988,971.528 (meters)                     COMP
 DM4658
 DM4658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4658  Standards:
 DM4658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4658  -------------------------------------------------------------------
 DM4658  NETWORK    0.05   0.08           0.02   0.02   0.04     -0.31920800
 DM4658  -------------------------------------------------------------------
 DM4658
 DM4658.The coordinates were established by GPS observations
 DM4658.and adjusted by the National Geodetic Survey in April 2025.
 DM4658
 DM4658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4658.been affixed to the stable North American Tectonic Plate. 
 DM4658
 DM4658.The coordinates are valid at the epoch date displayed above
 DM4658.which is a decimal equivalence of Year/Month/Day.
 DM4658
 DM4658.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4658.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4658.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4658.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4658.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4658.published epoch of 2010.00.
 DM4658
 DM4658.Additional information on MYCS is available at:
 DM4658.https://geodesy.noaa.gov/CORS/index.shtml
 DM4658
 DM4658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4658.GEOID18 height accuracy estimate available here.
 DM4658
 DM4658.The PID for the CORS L1 Phase Center is DS2878.
 DM4658
 DM4658.Click photographs - Photos may exist for this station.
 DM4658
 DM4658.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4658
 DM4658.The ellipsoidal height was determined by GPS observations
 DM4658.and is referenced to NAD 83.
 DM4658
 DM4658. The following values were computed from the NAD 83(2011) position.
 DM4658
 DM4658;                    North         East     Units Scale Factor Converg.
 DM4658;SPC IN E     -   412,082.574    83,088.513   MT  0.99997019   -0 07 21.7
 DM4658;SPC IN E     - 1,351,974.24    272,599.56   sFT  0.99997019   -0 07 21.7
 DM4658;UTM  16      - 4,312,962.341   598,616.618   MT  0.99971975   +0 42 56.7
 DM4658
 DM4658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4658!SPC IN E     -   0.99997511  x   0.99997019  =   0.99994530
 DM4658!UTM  16      -   0.99997511  x   0.99971975  =   0.99969486
 DM4658
 DM4658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9861612962(NAD 83)
 DM4658
 DM4658                          SUPERSEDED SURVEY CONTROL
 DM4658
 DM4658  NAD 83(2011)-  38 57 36.28000(N)    085 51 42.43217(W) AD(2010.00) c
 DM4658  ELLIP H (06/??/19)  158.663  (m)                       GP(2010.00) c c
 DM4658  NAD 83(2011)-  38 57 36.28001(N)    085 51 42.43218(W) AD(2010.00) c
 DM4658  ELLIP H (08/??/11)  158.661  (m)                       GP(2010.00) c c
 DM4658  NAD 83(CORS)-  38 57 36.28049(N)    085 51 42.43312(W) AD(2002.00) c
 DM4658  ELLIP H (12/??/10)  158.647  (m)                       GP(2002.00) c c
 DM4658
 DM4658.Superseded values are not recommended for survey control.
 DM4658
 DM4658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4658.See file dsdata.pdf to determine how the superseded data were derived.
 DM4658
 DM4658_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4658
 DM4658                          STATION DESCRIPTION
 DM4658
 DM4658'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4658'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4658'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4658'AND LOG FILES ACCESSIBLE AT:
 DM4658'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2145 ***********************************************************************
 LB2145  DESIGNATION -  SHARON
 LB2145  PID         -  LB2145
 LB2145  STATE/COUNTY-  IN/JASPER
 LB2145  COUNTRY     -  US
 LB2145  USGS QUAD   -  REMINGTON (2019)
 LB2145
 LB2145                         *CURRENT SURVEY CONTROL
 LB2145  ______________________________________________________________________
 LB2145* NAD 83(1997) POSITION- 40 50 54.07454(N) 087 09 17.13745(W)   ADJUSTED
 LB2145* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2145  ______________________________________________________________________
 LB2145  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 LB2145  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 LB2145  HORZ ORDER      -  FIRST
 LB2145
 LB2145.The horizontal coordinates were established by classical geodetic methods
 LB2145.and adjusted by the National Geodetic Survey in May 1999.
 LB2145
 LB2145.The orthometric height was scaled from a topographic map.
 LB2145
 LB2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2145.GEOID18 height accuracy estimate available here.
 LB2145
 LB2145.Click photographs - Photos may exist for this station.
 LB2145
 LB2145.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2145
 LB2145. The following values were computed from the NAD 83(1997) position.
 LB2145
 LB2145;                    North         East     Units Scale Factor Converg.
 LB2145;SPC IN W     -   621,720.559   893,976.918   MT  0.99996711   -0 02 48.2
 LB2145;SPC IN W     - 2,039,761.53  2,932,989.27   sFT  0.99996711   -0 02 48.2
 LB2145;UTM  16      - 4,521,934.667   486,954.625   MT  0.99960209   -0 06 04.4
 LB2145
 LB2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2145!SPC IN W     -   0.99997201  x   0.99996711  =   0.99993912
 LB2145!UTM  16      -   0.99997201  x   0.99960209  =   0.99957411
 LB2145
 LB2145:                Primary Azimuth Mark                     Grid Az
 LB2145:SPC IN W     -  SHARON AZ MK                             175 23 48.3
 LB2145:UTM  16      -  SHARON AZ MK                             175 27 04.5
 LB2145
 LB2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8695421934(NAD 83)
 LB2145
 LB2145|---------------------------------------------------------------------|
 LB2145| PID    Reference Object                     Distance      Geod. Az  |
 LB2145|                                                           dddmmss.s |
 LB2145| CM4550 SHARON RM 1                          19.652 METERS 16622     |
 LB2145| CM4549 SHARON AZ MK                        421.496 METERS 1752100.1 |
 LB2145| CM4551 SHARON RM 2                          21.720 METERS 32608     |
 LB2145|---------------------------------------------------------------------|
 LB2145
 LB2145                          SUPERSEDED SURVEY CONTROL
 LB2145
 LB2145  NAD 83(1986)-  40 50 54.07982(N)    087 09 17.14745(W) AD(       ) 1
 LB2145  NAD 27      -  40 50 53.93960(N)    087 09 17.07190(W) AD(       ) 1
 LB2145
 LB2145.Superseded values are not recommended for survey control.
 LB2145
 LB2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2145.See file dsdata.pdf to determine how the superseded data were derived.
 LB2145
 LB2145_MARKER: DS = TRIANGULATION STATION DISK
 LB2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2145_STAMPING: SHARON 1947
 LB2145_MARK LOGO: CGS
 LB2145_PROJECTION: RECESSED 5 CENTIMETERS
 LB2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2145+STABILITY: SURFACE MOTION
 LB2145
 LB2145  HISTORY     - Date     Condition        Report By
 LB2145  HISTORY     - 1947     MONUMENTED       CGS
 LB2145  HISTORY     - 1955     GOOD             CGS
 LB2145
 LB2145                          STATION DESCRIPTION
 LB2145
 LB2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2145'THE STATION IS LOCATED 11 MILES EAST OF BROOK, 6-1/2 MILES SOUTH OF
 LB2145'RENSSELAER AND 5-1/2 MILES NORTH OF REMINGTON, ON LAND OWNED BY
 LB2145'R. A. FIRZLAFF.  IT IS 60 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LB2145'53, 59 FEET NORTHWEST OF A FENCE CORNER AND 19 FEET WEST OF A
 LB2145'WHITE WITNESS POST.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 LB2145'GROUND AND THE DISK IS STAMPED SHARON 1947.
 LB2145'
 LB2145'REFERENCE MARK NO. 1 IS 64.45 FEET SOUTH OF THE STATION.  IT IS 44
 LB2145'FEET WEST OF THE CENTER OF HIGHWAY 53, 5 FEET SOUTH OF A FENCE
 LB2145'CORNER AND 13 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 4
 LB2145'INCHES AND THE DISK IS STAMPED SHARON NO 1 1947.
 LB2145'
 LB2145'REFERENCE MARK NO. 2 IS 71.20 FEET NORTHWEST OF THE STATION.  IT IS
 LB2145'104 FEET WEST OF THE CENTER OF HIGHWAY 53.  THE MARK PROJECTS 4
 LB2145'INCHES AND THE DISK IS STAMPED SHARON NO 2 1947.
 LB2145'
 LB2145'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 50 FEET
 LB2145'EAST OF THE CENTER OF HIGHWAY 53, 18 FEET EAST OF A FENCE CORNER AND
 LB2145'3-1/2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 LB2145'AND THE DISK IS STAMPED SHARON 1947.
 LB2145'
 LB2145'G 108 (USC AND GS) B M IS 0.2 MILE NORTH OF THE STATION.  IT IS 22
 LB2145'FEET EAST OF THE CENTER OF STATE HIGHWAY 53.  IT IS A STANDARD
 LB2145'UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN
 LB2145'A DRILL HOLE IN THE NORTH END OF A HEADWALL OF A CONCRETE CULVERT.
 LB2145'THE DISK IS STAMPED G 108 1946.
 LB2145'
 LB2145'TO REACH THE STATION FROM THE COURTHOUSE IN RENSSELAER, GO SOUTH ON
 LB2145'STATE HIGHWAY 53 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY 16,
 LB2145'CONTINUE SOUTH ON HIGHWAY 16 FOR 1.25 MILES TO THE STATION ON THE
 LB2145'RIGHT AS DESCRIBED.
 LB2145'
 LB2145'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2145
 LB2145                          STATION RECOVERY (1955)
 LB2145
 LB2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2145'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2145'CONDITION.  THE DIRECTIONS TO REFERENCE MARK NO. 1 CHECKED BUT DID
 LB2145'NOT CHECK TO REFERENCE MARK NO. 2 OR THE AZIMUTH MARK.  THE
 LB2145'DISTANCES TO THE REFERENCE MARKS DID NOT CHECK.  THE OLD DESCRIPTION
 LB2145'IS ADEQUATE.  STATION CAN ALSO BE REACHED FROM THE FOLLOWING
 LB2145'NEW TO REACH.
 LB2145'
 LB2145'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NOS. 231 AND
 LB2145'24 AND STATE HIGHWAY 53 IN REMINGTON, GO NORTH ON HIGHWAY NOS. 231
 LB2145'AND 53 FOR 5.55 MILES TO THE STATION ON THE LEFT ON TOP OF BANK AS
 LB2145'DESCRIBED.
 LB2145'
 LB2145'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2409 ***********************************************************************
 LB2409  DESIGNATION -  SHARON
 LB2409  PID         -  LB2409
 LB2409  STATE/COUNTY-  IN/CARROLL
 LB2409  COUNTRY     -  US
 LB2409  USGS QUAD   -  DEER CREEK (2019)
 LB2409
 LB2409                         *CURRENT SURVEY CONTROL
 LB2409  ______________________________________________________________________
 LB2409* NAD 83(1997) POSITION- 40 32 50.45332(N) 086 23 33.10545(W)   ADJUSTED
 LB2409* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2409  ______________________________________________________________________
 LB2409  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LB2409  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 LB2409  HORZ ORDER      -  THIRD
 LB2409
 LB2409.The horizontal coordinates were established by classical geodetic methods
 LB2409.and adjusted by the National Geodetic Survey in May 1999.
 LB2409
 LB2409.The orthometric height was scaled from a topographic map.
 LB2409
 LB2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2409.GEOID18 height accuracy estimate available here.
 LB2409
 LB2409.Click photographs - Photos may exist for this station.
 LB2409
 LB2409.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2409
 LB2409. The following values were computed from the NAD 83(1997) position.
 LB2409
 LB2409;                    North         East     Units Scale Factor Converg.
 LB2409;SPC IN W     -   588,522.415   958,514.996   MT  1.00000880   +0 26 56.7
 LB2409;SPC IN W     - 1,930,843.96  3,144,727.95   sFT  1.00000880   +0 26 56.7
 LB2409;UTM  16      - 4,488,687.655   551,437.281   MT  0.99963257   +0 23 41.7
 LB2409
 LB2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2409!SPC IN W     -   0.99996885  x   1.00000880  =   0.99997765
 LB2409!UTM  16      -   0.99996885  x   0.99963257  =   0.99960143
 LB2409
 LB2409:                Primary Azimuth Mark                     Grid Az
 LB2409:SPC IN W     -  SHARON AZ MK                             264 31 22.6
 LB2409:UTM  16      -  SHARON AZ MK                             264 34 37.6
 LB2409
 LB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5143788687(NAD 83)
 LB2409
 LB2409|---------------------------------------------------------------------|
 LB2409| PID    Reference Object                     Distance      Geod. Az  |
 LB2409|                                                           dddmmss.s |
 LB2409| LB0004 R 116                                72.414 METERS 12332     |
 LB2409| CD1221 SHARON RM 1                          29.014 METERS 19910     |
 LB2409| CD1220 SHARON AZ MK                                       2645819.3 |
 LB2409|---------------------------------------------------------------------|
 LB2409
 LB2409                          SUPERSEDED SURVEY CONTROL
 LB2409
 LB2409  NAD 83(1986)-  40 32 50.45869(N)    086 23 33.11710(W) AD(       ) 3
 LB2409  NAD 27      -  40 32 50.32270(N)    086 23 33.10460(W) AD(       ) 3
 LB2409
 LB2409.Superseded values are not recommended for survey control.
 LB2409
 LB2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2409.See file dsdata.pdf to determine how the superseded data were derived.
 LB2409
 LB2409_MARKER: DS = TRIANGULATION STATION DISK
 LB2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2409_STAMPING: SHARON 1954
 LB2409_MARK LOGO: CGS
 LB2409_PROJECTION: FLUSH
 LB2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2409+STABILITY: SURFACE MOTION
 LB2409
 LB2409  HISTORY     - Date     Condition        Report By
 LB2409  HISTORY     - 1954     MONUMENTED       CGS
 LB2409
 LB2409                          STATION DESCRIPTION
 LB2409
 LB2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2409'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE SOUTH JUNCTION OF
 LB2409'STATE HIGHWAYS 29 AND 18 ABOUT 14 MILES SOUTH OF LOGANSPORT AND
 LB2409'6-1/2 MILES EAST OF FLORA AND IS ON PROPERTY OWNED BY A. R. MORRIS.
 LB2409'IT IS 159 FEET NORTH OF THE CENTER OF HIGHWAY 18, 146 FEET WEST
 LB2409'OF THE CENTER OF HIGHWAY 29 AND 18, 85 FEET NORTH OF THE NORTHWEST
 LB2409'CORNER OF A FRAME BUILDING, 75 FEET WEST OF THE NORTHEAST CORNER
 LB2409'OF THE BUILDING AND 10 FEET SOUTH OF A WHITE WITNESS POST AND A
 LB2409'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SHARON
 LB2409'1954.
 LB2409'
 LB2409'REFERENCE MARK NO. 1 IS 64 FEET NORTH OF THE CENTER OF HIGHWAY 18
 LB2409'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2409'STAMPED SHARON NO 1 1954.
 LB2409'
 LB2409'BENCH MARK R 116 WAS USED AS A REFERENCE MARK.  IT IS 53 FEET
 LB2409'NORTHEAST OF THE INTERSECTION OF HIGHWAYS 29 AND 18, 2 FEET SOUTH
 LB2409'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 LB2409'IS A 8 X 8 INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A
 LB2409'STANDARD U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED R
 LB2409'116 1946.
 LB2409'
 LB2409'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 2 FEET
 LB2409'EAST OF A POWER LINE POLE, 1 FOOT EAST OF A WHITE WITNESS POST AND
 LB2409'1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2409'STAMPED SHARON 1954.
 LB2409'
 LB2409'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 18
 LB2409'FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2409'
 LB2409'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CM4549 ***********************************************************************
 CM4549  CBN         -  This is a Cooperative Base Network Control Station.
 CM4549  DESIGNATION -  SHARON AZ MK
 CM4549  PID         -  CM4549
 CM4549  STATE/COUNTY-  IN/JASPER
 CM4549  COUNTRY     -  US
 CM4549  USGS QUAD   -  REMINGTON (2019)
 CM4549
 CM4549                         *CURRENT SURVEY CONTROL
 CM4549  ______________________________________________________________________
 CM4549* NAD 83(2011) POSITION- 40 50 40.46093(N) 087 09 15.68880(W)   ADJUSTED
 CM4549* NAD 83(2011) ELLIP HT-   173.847 (meters)        (06/27/12)   ADJUSTED
 CM4549* NAD 83(2011) EPOCH   -  2010.00
 CM4549* NAVD 88 ORTHO HEIGHT -   207.3   (meters)      680.    (feet) GPS OBS
 CM4549  ______________________________________________________________________
 CM4549  NAVD 88 orthometric height was determined with geoid model    GEOID03
 CM4549  GEOID HEIGHT    -        -33.482 (meters)                     GEOID03
 CM4549  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 CM4549  NAD 83(2011) X  -    239,888.034 (meters)                     COMP
 CM4549  NAD 83(2011) Y  - -4,826,070.475 (meters)                     COMP
 CM4549  NAD 83(2011) Z  -  4,149,494.815 (meters)                     COMP
 CM4549  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 CM4549
 CM4549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CM4549  Standards:
 CM4549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CM4549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CM4549  -------------------------------------------------------------------
 CM4549  NETWORK    0.58   1.08           0.28   0.17   0.55      0.02462230
 CM4549  -------------------------------------------------------------------
 CM4549  Click here for local accuracies and other accuracy information.
 CM4549
 CM4549.The horizontal coordinates were established by GPS observations
 CM4549.and adjusted by the National Geodetic Survey in June 2012.
 CM4549
 CM4549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CM4549.been affixed to the stable North American tectonic plate. See 
 CM4549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CM4549
 CM4549.The horizontal coordinates are valid at the epoch date displayed above
 CM4549.which is a decimal equivalence of Year/Month/Day.
 CM4549
 CM4549.The orthometric height was determined by GPS observations and a
 CM4549.high-resolution geoid model.
 CM4549
 CM4549.Significant digits in the geoid height do not necessarily reflect accuracy.
 CM4549.GEOID18 height accuracy estimate available here.
 CM4549
 CM4549.Click photographs - Photos may exist for this station.
 CM4549
 CM4549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM4549
 CM4549.The Laplace correction was computed from DEFLEC18 derived deflections.
 CM4549
 CM4549.The ellipsoidal height was determined by GPS observations
 CM4549.and is referenced to NAD 83.
 CM4549
 CM4549. The following values were computed from the NAD 83(2011) position.
 CM4549
 CM4549;                    North         East     Units Scale Factor Converg.
 CM4549;SPC IN W     -   621,300.599   894,010.511   MT  0.99996711   -0 02 47.2
 CM4549;SPC IN W     - 2,038,383.72  2,933,099.48   sFT  0.99996711   -0 02 47.2
 CM4549;UTM  16      - 4,521,514.829   486,987.806   MT  0.99960208   -0 06 03.4
 CM4549
 CM4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM4549!SPC IN W     -   0.99997273  x   0.99996711  =   0.99993984
 CM4549!UTM  16      -   0.99997273  x   0.99960208  =   0.99957482
 CM4549
 CM4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8698721514(NAD 83)
 CM4549
 CM4549                          SUPERSEDED SURVEY CONTROL
 CM4549
 CM4549  NAD 83(2007)-  40 50 40.46107(N)    087 09 15.68996(W) AD(2002.00) 0
 CM4549  ELLIP H (02/10/07)  173.873  (m)                       GP(2002.00)    
 CM4549  NAD 83(1997)-  40 50 40.46108(N)    087 09 15.68993(W) AD(       ) A
 CM4549  ELLIP H (01/19/05)  173.870  (m)                       GP(       ) 4 1
 CM4549
 CM4549.Superseded values are not recommended for survey control.
 CM4549
 CM4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM4549.See file dsdata.pdf to determine how the superseded data were derived.
 CM4549
 CM4549_MARKER: DZ = AZIMUTH MARK DISK
 CM4549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM4549_STAMPING: SHARON 1947
 CM4549_MARK LOGO: CGS
 CM4549_PROJECTION: PROJECTING 3 CENTIMETERS
 CM4549_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM4549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM4549+STABILITY: SURFACE MOTION
 CM4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM4549+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2020
 CM4549
 CM4549  HISTORY     - Date     Condition        Report By
 CM4549  HISTORY     - 1947     MONUMENTED       CGS
 CM4549  HISTORY     - 20030617 GOOD             IN-073
 CM4549  HISTORY     - 20071110 GOOD             GEOCAC
 CM4549  HISTORY     - 20080808 GOOD             GEOCAC
 CM4549  HISTORY     - 20120327 GOOD             IN-073
 CM4549  HISTORY     - 20201021 GOOD             IN-089
 CM4549
 CM4549                          STATION DESCRIPTION
 CM4549
 CM4549'DESCRIBED BY JASPER COUNTY INDIANA 2003 (MK)
 CM4549'THE STATION IS LOCATED 11 MI EAST OF BROOK, 6.5 MI SOUTH OF RENSSELAER
 CM4549'AND 5.5 MI NORTH OF  REMINGTON.  OWNERSHIP--CITY OF RENSSELAER, 122 S.
 CM4549'VAN RENSSELAER, RENSSELAER, IN,  TRUNKLINE GAS CO., RENSSELAER M AND R
 CM4549'-DP 80009.
 CM4549'
 CM4549'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 231 AND STATE
 CM4549'ROAD 16, GO  SOUTH ON HIGHWAY 231 FOR 1.4 MI TO THE STATION ON THE
 CM4549'LEFT (TRUNKLINE GAS CO.).
 CM4549'
 CM4549'THE STATION IS 49.0 FT EAST OF THE CENTER OF HIGHWAY 231, 5.65 FT
 CM4549'SOUTHWEST OF THE  SOUTHWEST METAL GRAY FENCE CORNER POST, 53.0 FT
 CM4549'SOUTHEAST FROM THE SOUTHWEST  CORNER OF A SMALL GRAY UTILITY BUILDING
 CM4549'AND 1.0 FT WEST OF A FIBERGLASS WITNESS POST.
 CM4549
 CM4549                          STATION RECOVERY (2007)
 CM4549
 CM4549'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 CM4549'RECOVERED IN GOOD CONDITION.
 CM4549
 CM4549                          STATION RECOVERY (2008)
 CM4549
 CM4549'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 CM4549'RECOVERED IN GOOD CONDITION.
 CM4549
 CM4549                          STATION RECOVERY (2012)
 CM4549
 CM4549'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 CM4549'RECOVERED IN GOOD CONDITION.
 CM4549
 CM4549                          STATION RECOVERY (2020)
 CM4549
 CM4549'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 CM4549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3264 ***********************************************************************
 JZ3264  DESIGNATION -  SHARP
 JZ3264  PID         -  JZ3264
 JZ3264  STATE/COUNTY-  IN/FRANKLIN
 JZ3264  COUNTRY     -  US
 JZ3264  USGS QUAD   -  HARRISON (2016)
 JZ3264
 JZ3264                         *CURRENT SURVEY CONTROL
 JZ3264  ______________________________________________________________________
 JZ3264* NAD 83(1997) POSITION- 39 22 17.04519(N) 084 52 16.94035(W)   ADJUSTED
 JZ3264* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 JZ3264  ______________________________________________________________________
 JZ3264  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 JZ3264  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 JZ3264  HORZ ORDER      -  FIRST
 JZ3264
 JZ3264.The horizontal coordinates were established by classical geodetic methods
 JZ3264.and adjusted by the National Geodetic Survey in May 1999.
 JZ3264
 JZ3264.The orthometric height was scaled from a topographic map.
 JZ3264
 JZ3264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3264.GEOID18 height accuracy estimate available here.
 JZ3264
 JZ3264.Click photographs - Photos may exist for this station.
 JZ3264
 JZ3264.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3264
 JZ3264. The following values were computed from the NAD 83(1997) position.
 JZ3264
 JZ3264;                    North         East     Units Scale Factor Converg.
 JZ3264;SPC IN E     -   458,029.260   168,530.022   MT  1.00002447   +0 30 16.2
 JZ3264;SPC IN E     - 1,502,717.66    552,918.91   sFT  1.00002447   +0 30 16.2
 JZ3264;SPC OH S     -   154,926.550   395,691.377   MT  0.99993593   -1 30 16.9
 JZ3264;SPC OH S     -   508,288.19  1,298,197.46   sFT  0.99993593   -1 30 16.9
 JZ3264;UTM  16      - 4,360,153.909   683,362.438   MT  1.00001398   +1 21 02.4
 JZ3264
 JZ3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3264!SPC IN E     -   0.99995652  x   1.00002447  =   0.99998099
 JZ3264!SPC OH S     -   0.99995652  x   0.99993593  =   0.99989245
 JZ3264!UTM  16      -   0.99995652  x   1.00001398  =   0.99997050
 JZ3264
 JZ3264:                Primary Azimuth Mark                     Grid Az
 JZ3264:SPC IN E     -  SHARP AZ MK                              082 35 30.3
 JZ3264:SPC OH S     -  SHARP AZ MK                              084 36 03.4
 JZ3264:UTM  16      -  SHARP AZ MK                              081 44 44.1
 JZ3264
 JZ3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8336260153(NAD 83)
 JZ3264
 JZ3264|---------------------------------------------------------------------|
 JZ3264| PID    Reference Object                     Distance      Geod. Az  |
 JZ3264|                                                           dddmmss.s |
 JZ3264| JZ3273 OXFORD MUNICIPAL TANK               APPROX.19.1 KM 0354241.3 |
 JZ3264| CD1223 SHARP AZ MK                                        0830546.5 |
 JZ3264| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.30.9 KM 1403631.7 |
 JZ3264| JZ3266 BEACON 2 R                          APPROX. 8.5 KM 2102212.4 |
 JZ3264| JZ3265 ST LEON CATH CH STEEPLE             APPROX.11.5 KM 2201039.1 |
 JZ3264| CD1224 SHARP RM 1                          104.590 METERS 26235     |
 JZ3264| CD1225 SHARP RM 2                                         34320     |
 JZ3264|---------------------------------------------------------------------|
 JZ3264
 JZ3264                          SUPERSEDED SURVEY CONTROL
 JZ3264
 JZ3264  NAD 83(1995)-  39 22 17.04486(N)    084 52 16.94029(W) AD(       ) 1
 JZ3264  NAD 83(1993)-  39 22 17.05047(N)    084 52 16.94902(W) AD(       ) 1
 JZ3264  NAD 83(1986)-  39 22 17.04958(N)    084 52 16.95118(W) AD(       ) 1
 JZ3264  NAD 27      -  39 22 16.85900(N)    084 52 17.11400(W) AD(       ) 1
 JZ3264
 JZ3264.Superseded values are not recommended for survey control.
 JZ3264
 JZ3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3264.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3264
 JZ3264_MARKER: DS = TRIANGULATION STATION DISK
 JZ3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3264_STAMPING: SHARP 1932
 JZ3264_MARK LOGO: CGS
 JZ3264_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3264+STABILITY: SURFACE MOTION
 JZ3264
 JZ3264  HISTORY     - Date     Condition        Report By
 JZ3264  HISTORY     - 1932     MONUMENTED       CGS
 JZ3264  HISTORY     - 1940     GOOD             SCS
 JZ3264  HISTORY     - 1947     GOOD             CGS
 JZ3264
 JZ3264                          STATION DESCRIPTION
 JZ3264
 JZ3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FCW)
 JZ3264'THE STATION IS ABOUT 7.5 MILES NORTH AND 2.5 MILES WEST OF HARRISON,
 JZ3264'A TOWN ON THE OHIO-INDIANA LINE, 2.5 MILES SOUTH OF MT. CARMEL,
 JZ3264'0.3 MILE NORTH OF SHARPTOWN, 150 METERS EAST OF THE
 JZ3264'HARRISON-SHARPTOWN-MT. CARMEL ROAD, ON THE NORTH SIDE OF A
 JZ3264'T-ROAD EAST, ON THE SOUTH SIDE OF THE NORTHWEST ONE-QUARTER OF
 JZ3264'SECTION 10, T. 8 N., R. 1 W., ON LAND OWNED BY CELESTIA WEHR, AND
 JZ3264'FARMED BY A.M. WALTZ, WHO LIVES IN THE FARMHOUSE ABOUT ONE QUARTER
 JZ3264'MILE TO THE EASTWARD OF THE STATION. IT IS 7.0 METERS NORTH OF
 JZ3264'THE CENTER LINE OF THE GRAVEL T-ROAD, AND 10.6 METERS NORTH OF THE
 JZ3264'CENTER LINE OF THE ROAD. THE MARK IS APPROXIMATELY 1 FOOT BELOW
 JZ3264'THE SURFACE OF THE GROUND.
 JZ3264'
 JZ3264'REFERENCE MARK NO. 1 IS IN THE FENCE LINE SOUTH OF THE ROAD AT THE
 JZ3264'TOP OF A SLIGHT RISE WEST OF THE STATION.
 JZ3264'
 JZ3264'REFERENCE MARK NO. 2 IS IN THE FIRST FENCE LINE NORTH OF THE STATION.
 JZ3264'
 JZ3264'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER LINE OF ROAD IN THE
 JZ3264'SOUTH FENCE LINE, 6 FEET WEST OF FOURTH FENCE POST EAST OF A
 JZ3264'GATE NORTH OF TWO LARGE TREES WITH A SMALL ONE IN BETWEEN THEM.
 JZ3264'
 JZ3264'TO REACH THE STATION FROM BROOKVILLE, GO EAST FROM THE COURT HOUSE
 JZ3264'SQUARE 7.7 MILES TO MT. CARMEL, HERE TURN RIGHT AND GO 2.4
 JZ3264'MILES TO A T-ROAD, HERE TURN LEFT AND GO ABOUT 150 METERS TO THE
 JZ3264'STATION ON THE NORTH SIDE OF THE ROAD.
 JZ3264
 JZ3264                          STATION RECOVERY (1940)
 JZ3264
 JZ3264'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1940
 JZ3264'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED IN
 JZ3264'GOOD CONDITION AS DESCRIBED.
 JZ3264
 JZ3264                          STATION RECOVERY (1947)
 JZ3264
 JZ3264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3264'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 JZ3264'REFERENCE MARK NO. 2 WHICH WAS PREVIOUSLY PACED TO FOR
 JZ3264'DISTANCE WAS MEASURED TO. THE DISTANCE BEING 797.5 FEET, FLAT TAPE
 JZ3264'MEASURE ACROSS LEVEL FIELD. A 90 FOOT TOWER WILL CLEAR ALL LINES
 JZ3264'USED IN THE HAMILTON COUNTY NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2455 ***********************************************************************
 LB2455  DESIGNATION -  SHARP
 LB2455  PID         -  LB2455
 LB2455  STATE/COUNTY-  IN/TIPTON
 LB2455  COUNTRY     -  US
 LB2455  USGS QUAD   -  KOKOMO EAST (2019)
 LB2455
 LB2455                         *CURRENT SURVEY CONTROL
 LB2455  ______________________________________________________________________
 LB2455* NAD 83(1997) POSITION- 40 23 09.19775(N) 086 05 19.34638(W)   ADJUSTED
 LB2455* NAVD 88 ORTHO HEIGHT -   267.82  (+/-2cm)      878.7   (feet) VERTCON3
 LB2455  ______________________________________________________________________
 LB2455  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB2455  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 LB2455  HORZ ORDER      -  SECOND
 LB2455  VERT ORDER      -  THIRD ? (See Below)
 LB2455
 LB2455.The horizontal coordinates were established by classical geodetic methods
 LB2455.and adjusted by the National Geodetic Survey in May 1999.
 LB2455
 LB2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2455
 LB2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2455.GEOID18 height accuracy estimate available here.
 LB2455
 LB2455.The vertical order pertains to the NGVD 29 superseded value.
 LB2455
 LB2455.Click photographs - Photos may exist for this station.
 LB2455
 LB2455.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2455
 LB2455. The following values were computed from the NAD 83(1997) position.
 LB2455
 LB2455;                    North         East     Units Scale Factor Converg.
 LB2455;SPC IN E     -   570,450.117    64,165.152   MT  0.99998247   -0 16 24.4
 LB2455;SPC IN E     - 1,871,551.76    210,515.17   sFT  0.99998247   -0 16 24.4
 LB2455;UTM  16      - 4,470,987.045   577,348.556   MT  0.99967364   +0 35 25.7
 LB2455
 LB2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2455!SPC IN E     -   0.99996339  x   0.99998247  =   0.99994586
 LB2455!UTM  16      -   0.99996339  x   0.99967364  =   0.99963704
 LB2455
 LB2455:                Primary Azimuth Mark                     Grid Az
 LB2455:SPC IN E     -  JEFFERSON                                339 26 50.2
 LB2455:UTM  16      -  JEFFERSON                                338 35 00.1
 LB2455
 LB2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7734870987(NAD 83)
 LB2455
 LB2455|---------------------------------------------------------------------|
 LB2455| PID    Reference Object                     Distance      Geod. Az  |
 LB2455|                                                           dddmmss.s |
 LB2455| LB2454 JEFFERSON                           APPROX. 2.5 KM 3391025.8 |
 LB2455| CD1222 SHARP RM                             24.830 METERS 35121     |
 LB2455|---------------------------------------------------------------------|
 LB2455
 LB2455                          SUPERSEDED SURVEY CONTROL
 LB2455
 LB2455  NAD 83(1986)-  40 23 09.20031(N)    086 05 19.36277(W) AD(       ) 2
 LB2455  NAD 27      -  40 23 09.06670(N)    086 05 19.39770(W) AD(       ) 2
 LB2455  USSD        -  40 23 09.08600(N)    086 05 19.26800(W) AD(       ) 3
 LB2455  NGVD 29             267.94   (m)          879.1    (f) LEVELING    3  
 LB2455
 LB2455.Superseded values are not recommended for survey control.
 LB2455
 LB2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2455.See file dsdata.pdf to determine how the superseded data were derived.
 LB2455
 LB2455_MARKER: DS = TRIANGULATION STATION DISK
 LB2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2455_STAMPING: SHARP 1920
 LB2455_MARK LOGO: CGS
 LB2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2455+STABILITY: SURFACE MOTION
 LB2455
 LB2455  HISTORY     - Date     Condition        Report By
 LB2455  HISTORY     - 1920     MONUMENTED       CGS
 LB2455  HISTORY     - 1934     GOOD             INGS
 LB2455  HISTORY     - 1954     GOOD             CGS
 LB2455  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB2455
 LB2455                          STATION DESCRIPTION
 LB2455
 LB2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2455'THE STATION IS ABOUT 1/2 MILE N OF SHARPSVILLE, ON E SIDE OF THE
 LB2455'TRACK, 25 YARDS N OF A ROAD CROSSING, ABOUT 80 YARDS S OF A CANNING
 LB2455'FACTORY, 15 YARDS NE OF A SWITCH LEADING INTO THE CANNING FACTORY,
 LB2455'2.450 METERS (8.0 FEET) E OF THE E AND NEAREST RAIL.
 LB2455'
 LB2455'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2455'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 LB2455'THE TRACK, 24.83 METERS (81.46 FEET) FROM THE STATION N 08 39 W.
 LB2455
 LB2455                          STATION RECOVERY (1934)
 LB2455
 LB2455'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2455'STATION RECOVERED.  LOCATED 8.5 FEET S OF DANGER WARNING AT ROAD
 LB2455'CROSSING AND RAILROAD N OF SHARPSVILLE, 8.1 FEET E OF E RAIL OF
 LB2455'RAILROAD, AND 200 FEET S OF CANNING FACTORY OPPOSITE RECEIVING
 LB2455'STATION.  THE REFERENCE MARK IS ABOUT 2.5 FEET E AND 2 FEET S OF
 LB2455'END OF E RIGHT-OF-WAY FENCE OF THE NICKLE PLATE RAILROAD.
 LB2455
 LB2455                          STATION RECOVERY (1954)
 LB2455
 LB2455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ORL)
 LB2455'LETTER OF MR. ORVILLE R. LEWIS, WINDFALL, INDIANA, DATED APRIL 10,
 LB2455'1954--REFERENCE MARK WAS DESTROYED AND RETURNED TO WASHINGTON
 LB2455'OFFICE.
 LB2455'
 LB2455'REFERENCE-MARK DISK, STAMPED SHARP 1920, RECEIVED APRIL 29, 1954.
 LB2455
 LB2455                          STATION RECOVERY (1960)
 LB2455
 LB2455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB2455'STATION NOT FOUND.
 LB2455'
 LB2455'THE DESCRIPTION OF THE ORIGINAL PLUS THE RECOVERED DESCRIPTION IN
 LB2455'1934 APPEARED SUFFICIENT FOR A RECOVERY. HOWEVER AFTER DIGGING
 LB2455'EXTENSIVELY, NO EVIDENCE OF THE STATION WAS UNCOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2456 ***********************************************************************
 LB2456  DESIGNATION -  SHARPSVILLE MUNICIPAL TANK
 LB2456  PID         -  LB2456
 LB2456  STATE/COUNTY-  IN/TIPTON
 LB2456  COUNTRY     -  US
 LB2456  USGS QUAD   -  KOKOMO EAST (2019)
 LB2456
 LB2456                         *CURRENT SURVEY CONTROL
 LB2456  ______________________________________________________________________
 LB2456* NAD 83(1997) POSITION- 40 22 43.40839(N) 086 05 12.14176(W)   ADJUSTED
 LB2456  ______________________________________________________________________
 LB2456  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 LB2456  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 LB2456  HORZ ORDER      -  THIRD
 LB2456
 LB2456.The horizontal coordinates were established by classical geodetic methods
 LB2456.and adjusted by the National Geodetic Survey in May 1999.
 LB2456
 LB2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2456.GEOID18 height accuracy estimate available here.
 LB2456
 LB2456.Click photographs - Photos may exist for this station.
 LB2456
 LB2456.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2456
 LB2456. The following values were computed from the NAD 83(1997) position.
 LB2456
 LB2456;                    North         East     Units Scale Factor Converg.
 LB2456;SPC IN E     -   569,653.858    64,331.300   MT  0.99998232   -0 16 19.6
 LB2456;SPC IN E     - 1,868,939.37    211,060.27   sFT  0.99998232   -0 16 19.6
 LB2456;UTM  16      - 4,470,193.627   577,526.636   MT  0.99967398   +0 35 30.1
 LB2456
 LB2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7752670193(NAD 83)
 LB2456
 LB2456                          SUPERSEDED SURVEY CONTROL
 LB2456
 LB2456  NAD 83(1986)-  40 22 43.41262(N)    086 05 12.15473(W) AD(       ) 3
 LB2456  NAD 27      -  40 22 43.27900(N)    086 05 12.19000(W) AD(       ) 3
 LB2456
 LB2456.Superseded values are not recommended for survey control.
 LB2456
 LB2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2456.See file dsdata.pdf to determine how the superseded data were derived.
 LB2456
 LB2456_MARKER: 53 = ELEVATED TANK
 LB2456
 LB2456  HISTORY     - Date     Condition        Report By
 LB2456  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2456
 LB2456                          STATION DESCRIPTION
 LB2456
 LB2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2456'LOCATED IN THE SOUTHWEST CORNER OF THE MAIN BUSINESS BLOCK IN THE
 LB2456'SMALL VILLAGE OF SHARPSVILLE AND 1 BLOCK WEST OF THE RAILROAD
 LB2456'STATION.  IT IS A FOUR LEGGED STEEL STRUCTURE 125 FEET HIGH.  THE
 LB2456'ENTIRE STRUCTURE IS PAINTED SILVER.  POINT OBSERVED UPON, FINIAL
 LB2456'ON THE APEX OF THE TANK ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1715 ***********************************************************************
 JA1715  DESIGNATION -  SHAW
 JA1715  PID         -  JA1715
 JA1715  STATE/COUNTY-  IN/LAWRENCE
 JA1715  COUNTRY     -  US
 JA1715  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA1715
 JA1715                         *CURRENT SURVEY CONTROL
 JA1715  ______________________________________________________________________
 JA1715* NAD 83(1997) POSITION- 38 52 31.03170(N) 086 26 05.70639(W)   ADJUSTED
 JA1715* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 JA1715  ______________________________________________________________________
 JA1715  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 JA1715  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 JA1715  HORZ ORDER      -  SECOND
 JA1715
 JA1715.The horizontal coordinates were established by classical geodetic methods
 JA1715.and adjusted by the National Geodetic Survey in May 1999.
 JA1715
 JA1715.The orthometric height was scaled from a topographic map.
 JA1715
 JA1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1715.GEOID18 height accuracy estimate available here.
 JA1715
 JA1715.Click photographs - Photos may exist for this station.
 JA1715
 JA1715.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1715
 JA1715. The following values were computed from the NAD 83(1997) position.
 JA1715
 JA1715;                    North         East     Units Scale Factor Converg.
 JA1715;SPC IN W     -   402,851.614   956,266.704   MT  1.00000564   +0 24 25.1
 JA1715;SPC IN W     - 1,321,689.00  3,137,351.68   sFT  1.00000564   +0 24 25.1
 JA1715;UTM  16      - 4,303,088.861   549,017.355   MT  0.99962959   +0 21 16.8
 JA1715
 JA1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1715!SPC IN W     -   0.99997336  x   1.00000564  =   0.99997900
 JA1715!UTM  16      -   0.99997336  x   0.99962959  =   0.99960296
 JA1715
 JA1715:                Primary Azimuth Mark                     Grid Az
 JA1715:SPC IN W     -  SHAW AZ MK                               235 52 58.0
 JA1715:UTM  16      -  SHAW AZ MK                               235 56 06.3
 JA1715
 JA1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4901703088(NAD 83)
 JA1715
 JA1715|---------------------------------------------------------------------|
 JA1715| PID    Reference Object                     Distance      Geod. Az  |
 JA1715|                                                           dddmmss.s |
 JA1715| CG9923 SHAW RM 2                            33.028 METERS 11124     |
 JA1715| CG9921 SHAW AZ MK                                         2361723.1 |
 JA1715| CG9922 SHAW RM 1                            39.371 METERS 23638     |
 JA1715| JA1714 WTR 1                               421.629 METERS 2384833.4 |
 JA1715| JA1713 BEDFORD ST VIN DE PAUL CATH CH      APPROX. 4.5 KM 2461836.2 |
 JA1715| JA1712 BEDFORD MUNICIPAL TANK              APPROX. 4.4 KM 2663052.4 |
 JA1715| JA1717 BEDFORD ALLISON FOUNDRY STACK       APPROX. 4.4 KM 2743249.7 |
 JA1715|---------------------------------------------------------------------|
 JA1715
 JA1715                          SUPERSEDED SURVEY CONTROL
 JA1715
 JA1715  NAD 83(1986)-  38 52 31.03684(N)    086 26 05.70769(W) AD(       ) 2
 JA1715  NAD 27      -  38 52 30.85200(N)    086 26 05.74500(W) AD(       ) 2
 JA1715
 JA1715.Superseded values are not recommended for survey control.
 JA1715
 JA1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1715.See file dsdata.pdf to determine how the superseded data were derived.
 JA1715
 JA1715_MARKER: DS = TRIANGULATION STATION DISK
 JA1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1715_STAMPING: SHAW 1946
 JA1715_MARK LOGO: CGS
 JA1715_PROJECTION: RECESSED 30 CENTIMETERS
 JA1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1715+STABILITY: SURFACE MOTION
 JA1715
 JA1715  HISTORY     - Date     Condition        Report By
 JA1715  HISTORY     - 1946     MONUMENTED       CGS
 JA1715  HISTORY     - 1949     SEE DESCRIPTION  CGS
 JA1715
 JA1715                          STATION DESCRIPTION
 JA1715
 JA1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1715'THE STATION IS ABOUT 2.5 MILE EAST OF BEDFORD, 43 FEET NORTH OF THE
 JA1715'CENTERLINE OF U.S. HIGHWAY 50, 23 FEET WEST OF A GUY POLE FOR 2
 JA1715'POWER LINES, AND 10 FEET NORTH OF A WITNESS POST. THE MARK IS 12
 JA1715'INCHES UNDERGROUND AND THE DISK IS STAMPED SHAW 1946.
 JA1715'
 JA1715'REFERENCE MARK NO. 1 IS 129.17 FEET SOUTHWEST OF THE STATION, 31 FEET
 JA1715'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET NORTH OF THE
 JA1715'NORTH EDGE OF THE HIGHWAY CUT. THE MARK PROJECTS 2 INCHES AND THE
 JA1715'DISK IS STAMPED SHAW NO 1 1946.
 JA1715'
 JA1715'REFERENCE MARK NO. 2 IS 108.36 FEET SOUTHEAST OF THE STATION, 34 FEET
 JA1715'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A
 JA1715'FENCE. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SHAW NO 2
 JA1715'1946.
 JA1715'
 JA1715'THE AZIMUTH MARK IS ABOUT 1.4 MILES WEST OF THE STATION, 54 FEET
 JA1715'NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF AN
 JA1715'ASH TREE 4 FEET IN DIAMETER, AND 8 FEET EAST OF THE CENTERLINE OF A
 JA1715'GRAVEL DRIVEWAY. THE MARK IS SET IN A CONCRETE WALL ALONG A
 JA1715'DRIVEWAY TO A HOUSE. THE DISK IS STAMPED SHAW 1946.
 JA1715'
 JA1715'WTR 1 1934 USGS IS 421.027 METERS 1383.29 FEET WEST OF THE STATION,
 JA1715'40 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 35 FEET SOUTH OF
 JA1715'THE CENTERLINE OF THE HIGHWAY, AND 5 FEET EAST OF THE NORTHEAST
 JA1715'CORNER OF A FENCE SURROUNDING THE JAMES GREGORY CABIN. THE MARK
 JA1715'IS SET IN A 6 BY 6 CONCRETE POST THAT PROJECTS 6 INCHES AND THE DISK
 JA1715'IS STAMPED 631 WTR 1 1934.
 JA1715'
 JA1715'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 JA1715'SQUARE IN BEDFORD, GO EAST ON U.S. HIGHWAY 50 FOR 1.35 MILES TO
 JA1715'THE AZIMUTH MARK ON LEFT, THENCE CONTINUE EAST ON HIGHWAY FOR 1.1
 JA1715'MILES TO U.S.G.S. MARK ON RIGHT, THEN STRAIGHT AHEAD FOR 0.3 MILE
 JA1715'TO STATION ON LEFT.
 JA1715'
 JA1715'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1715
 JA1715                          STATION RECOVERY (1949)
 JA1715
 JA1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (SJD)
 JA1715'LETTER OF MR. SPELLMAN J. DIEZ, ASST. GEODETIC ENGR., CHIEF OF PARTY,
 JA1715'BEDFORD, INDIANA DATED OCTOBER 25, 1949 -
 JA1715'
 JA1715'STATION WAS FOUND DESTROYED BY THIS LEVEL PARTY. HILL TOP NURSERY HAS
 JA1715'BEEN ESTABLISHED AT SITE OF STATION. THE STATION MARK AND
 JA1715'REFERENCE MARK NO. 2 WERE FOUND PULLED OUT OF GROUND AND DISKS
 JA1715'REMOVED BY THIS PARTY. THE UNDERGROUND MARK IS
 JA1715'EVIDENTLY DESTROYED AS THE HILL WAS CUT ABOUT 8 FEET. REFERENCE MARK
 JA1715'NO. 1 IS EITHER DESTROYED OR COVERED BY ABOUT 4 FEET OF DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2182 ***********************************************************************
 LB2182  DESIGNATION -  SHEFF
 LB2182  PID         -  LB2182
 LB2182  STATE/COUNTY-  IN/BENTON
 LB2182  COUNTRY     -  US
 LB2182  USGS QUAD   -  EARL PARK (2019)
 LB2182
 LB2182                         *CURRENT SURVEY CONTROL
 LB2182  ______________________________________________________________________
 LB2182* NAD 83(1997) POSITION- 40 42 29.04235(N) 087 26 54.87619(W)   ADJUSTED
 LB2182* NAVD 88 ORTHO HEIGHT -   231.68  (+/-2cm)      760.1   (feet) VERTCON3
 LB2182  ______________________________________________________________________
 LB2182  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 LB2182  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 LB2182  HORZ ORDER      -  THIRD
 LB2182  VERT ORDER      -  THIRD ? (See Below)
 LB2182
 LB2182.The horizontal coordinates were established by classical geodetic methods
 LB2182.and adjusted by the National Geodetic Survey in May 1999.
 LB2182
 LB2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2182
 LB2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2182.GEOID18 height accuracy estimate available here.
 LB2182
 LB2182.The vertical order pertains to the NGVD 29 superseded value.
 LB2182
 LB2182.Click photographs - Photos may exist for this station.
 LB2182
 LB2182.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2182
 LB2182. The following values were computed from the NAD 83(1997) position.
 LB2182
 LB2182;                    North         East     Units Scale Factor Converg.
 LB2182;SPC IN W     -   606,203.996   869,135.991   MT  0.99997839   -0 14 17.6
 LB2182;SPC IN W     - 1,988,854.28  2,851,490.33   sFT  0.99997839   -0 14 17.6
 LB2182;UTM  16      - 4,506,447.331   462,107.989   MT  0.99961767   -0 17 33.2
 LB2182
 LB2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2182!SPC IN W     -   0.99996887  x   0.99997839  =   0.99994726
 LB2182!UTM  16      -   0.99996887  x   0.99961767  =   0.99958655
 LB2182
 LB2182:                Primary Azimuth Mark                     Grid Az
 LB2182:SPC IN W     -  EARL                                     114 00 27.2
 LB2182:UTM  16      -  EARL                                     114 03 42.8
 LB2182
 LB2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6210706447(NAD 83)
 LB2182
 LB2182|---------------------------------------------------------------------|
 LB2182| PID    Reference Object                     Distance      Geod. Az  |
 LB2182|                                                           dddmmss.s |
 LB2182| CM4555 SHEFF AZ MK                                        0884659.0 |
 LB2182| LB2180 EARL                                APPROX. 6.0 KM 1134609.6 |
 LB2182| CM4556 SHEFF RM 1                           19.940 METERS 25527     |
 LB2182| LB1247 N 16                                 13.854 METERS 34612     |
 LB2182|---------------------------------------------------------------------|
 LB2182
 LB2182                          SUPERSEDED SURVEY CONTROL
 LB2182
 LB2182  NAD 83(1986)-  40 42 29.04991(N)    087 26 54.88602(W) AD(       ) 3
 LB2182  NAD 27      -  40 42 28.91850(N)    087 26 54.80160(W) AD(       ) 3
 LB2182  NGVD 29             231.73   (m)          760.3    (f) LEVELING    3  
 LB2182
 LB2182.Superseded values are not recommended for survey control.
 LB2182
 LB2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2182.See file dsdata.pdf to determine how the superseded data were derived.
 LB2182
 LB2182_MARKER: DS = TRIANGULATION STATION DISK
 LB2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2182_STAMPING: SHEFF 1955
 LB2182_MARK LOGO: CGS
 LB2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2182+STABILITY: SURFACE MOTION
 LB2182
 LB2182  HISTORY     - Date     Condition        Report By
 LB2182  HISTORY     - 1955     MONUMENTED       CGS
 LB2182
 LB2182                          STATION DESCRIPTION
 LB2182
 LB2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2182'STATION IS LOCATED NEAR THE INTERSECTION OF THE NEW YORK CENTRAL
 LB2182'RAILROAD AND A GRAVEL ROAD, ABOUT 4 MILES SOUTH OF KENTLAND AND 2
 LB2182'MILES NORTHWEST OF EARL PARK AND IS ON THE NEW YORK CENTRAL
 LB2182'RAILROAD RIGHT-OF-WAY.  IT IS 105 FEET EAST OF THE EAST RAIL OF
 LB2182'RAILROAD, 23 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6 FEET
 LB2182'SOUTH OF A POWER LINE POLE AND 5 FEET SOUTH OF A WHITE WITNESS
 LB2182'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LB2182'STAMPED SHEFF 1955.
 LB2182'
 LB2182'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LB2182'TRACKS, 39 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET
 LB2182'NORTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LB2182'STAMPED SHEFF NO 1 1955.
 LB2182'
 LB2182'BENCH MARK N 16 WAS USED AS A REFERENCE MARK.  IT IS 21 FEET NORTH OF
 LB2182'THE CENTER OF THE GRAVEL ROAD, 11 FEET NORTHWEST OF A POWER LINE
 LB2182'POLE AND 6 FEET WEST OF A FENCE CORNER.  THE MARK IS A 5X5 INCH
 LB2182'CONCRETE POST THAT PROJECTS 6 INCHES WITH A STANDARD DISK IN THE
 LB2182'TOP STAMPED N 16 1934.
 LB2182'
 LB2182'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 LB2182'WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A WHITE WITNESS POST.
 LB2182'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SHEFF 1955.
 LB2182'
 LB2182'TO REACH THE STATION FROM THE RAILROAD DEPOT, WHICH IS ALONG THE WEST
 LB2182'SIDE OF U. S. HIGHWAYS 52 AND 41 IN EARL PARK, GO NORTH ON HIGHWAY
 LB2182'52 AND 41 FOR 2.25 MILES TO A GRAVEL CROSSROAD, TURN LEFT AND GO
 LB2182'WEST ON GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LB2182'DESCRIBED.  CONTINUE WEST ON GRAVEL ROAD FOR 0.15 MILE TO
 LB2182'THE RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 LB2182'
 LB2182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1809 ***********************************************************************
 KA1809  DESIGNATION -  SHELBURN
 KA1809  PID         -  KA1809
 KA1809  STATE/COUNTY-  IN/SULLIVAN
 KA1809  COUNTRY     -  US
 KA1809  USGS QUAD   -  SHELBURN (2019)
 KA1809
 KA1809                         *CURRENT SURVEY CONTROL
 KA1809  ______________________________________________________________________
 KA1809* NAD 83(1997) POSITION- 39 11 00.45031(N) 087 23 46.14835(W)   ADJUSTED
 KA1809* NAVD 88 ORTHO HEIGHT -   165.    (meters)      541.    (feet) SCALED
 KA1809  ______________________________________________________________________
 KA1809  GEOID HEIGHT    -        -32.346 (meters)                     GEOID18
 KA1809  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 KA1809  HORZ ORDER      -  THIRD
 KA1809
 KA1809.The horizontal coordinates were established by classical geodetic methods
 KA1809.and adjusted by the National Geodetic Survey in May 1999.
 KA1809
 KA1809.The orthometric height was scaled from a topographic map.
 KA1809
 KA1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1809.GEOID18 height accuracy estimate available here.
 KA1809
 KA1809.Click photographs - Photos may exist for this station.
 KA1809
 KA1809.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1809
 KA1809. The following values were computed from the NAD 83(1997) position.
 KA1809
 KA1809;                    North         East     Units Scale Factor Converg.
 KA1809;SPC IN W     -   436,909.275   872,972.607   MT  0.99997566   -0 11 51.5
 KA1809;SPC IN W     - 1,433,426.51  2,864,077.63   sFT  0.99997566   -0 11 51.5
 KA1809;UTM  16      - 4,337,210.215   465,785.182   MT  0.99961441   -0 15 01.1
 KA1809
 KA1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1809!SPC IN W     -   0.99997921  x   0.99997566  =   0.99995487
 KA1809!UTM  16      -   0.99997921  x   0.99961441  =   0.99959363
 KA1809
 KA1809:                Primary Azimuth Mark                     Grid Az
 KA1809:SPC IN W     -  SHELBURN AZ MK                           303 15 58.5
 KA1809:UTM  16      -  SHELBURN AZ MK                           303 19 08.1
 KA1809
 KA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6578537210(NAD 83)
 KA1809
 KA1809|---------------------------------------------------------------------|
 KA1809| PID    Reference Object                     Distance      Geod. Az  |
 KA1809|                                                           dddmmss.s |
 KA1809| CM4558 SHELBURN RM 1                        25.268 METERS 11454     |
 KA1809| KA1810 SHELBURN MUNICIPAL TANK             APPROX. 0.7 KM 1701321.9 |
 KA1809| CM4559 SHELBURN RM 2                        23.570 METERS 21736     |
 KA1809| CM4557 SHELBURN AZ MK                                     3030407.0 |
 KA1809|---------------------------------------------------------------------|
 KA1809
 KA1809                          SUPERSEDED SURVEY CONTROL
 KA1809
 KA1809  NAD 83(1986)-  39 11 00.45712(N)    087 23 46.14264(W) AD(       ) 3
 KA1809  NAD 27      -  39 11 00.30870(N)    087 23 46.07450(W) AD(       ) 3
 KA1809
 KA1809.Superseded values are not recommended for survey control.
 KA1809
 KA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1809.See file dsdata.pdf to determine how the superseded data were derived.
 KA1809
 KA1809_MARKER: DS = TRIANGULATION STATION DISK
 KA1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1809_STAMPING: SHELBURN 1947
 KA1809_MARK LOGO: CGS
 KA1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1809+STABILITY: SURFACE MOTION
 KA1809
 KA1809  HISTORY     - Date     Condition        Report By
 KA1809  HISTORY     - 1947     MONUMENTED       CGS
 KA1809
 KA1809                          STATION DESCRIPTION
 KA1809
 KA1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1809'STATION IS IN THE NORTH EDGE OF SHELBURN, 390 FEET WEST OF U.S.
 KA1809'HIGHWAY 41, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SHELBURN
 KA1809'HIGH SCHOOL, AND 35 FEET EAST OF APPROXIMATE CENTERLINE OF GRAVELED
 KA1809'ROAD. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED SHELBURN
 KA1809'1947.
 KA1809'
 KA1809'REFERENCE MARK NO. 1 IS 82.90 FEET EAST-SOUTHEAST OF STATION AND 83
 KA1809'FEET SOUTH OF THE SOUTH SIDE OF SHELBURN HIGH SCHOOL. THE MARK
 KA1809'PROJECTS 2 INCHES, AND THE DISK IS STAMPED SHELBURN NO 1 1947.
 KA1809'
 KA1809'REFERENCE MARK NO. 2 IS 77.33 FEET SOUTHWEST OF STATION AND 12 FEET
 KA1809'WEST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1809'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SHELBURN NO 2 1947.
 KA1809'
 KA1809'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF STATION, 38 FEET NORTH OF
 KA1809'APPROXIMATE CENTERLINE OF STATE HIGHWAY 48, AND 2 FEET SOUTH OF
 KA1809'A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 KA1809'STAMPED SHELBURN 1947.
 KA1809'
 KA1809'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON U.S. HIGHWAY 41 FOR
 KA1809'0.3 MILE TO STATE HIGHWAY 48, TURN LEFT ON HIGHWAY 48 AND
 KA1809'GO 0.5 MILE TO AZIMUTH MARK ON RIGHT.
 KA1809'HEIGHT OF LIGHT ABOVE STATION
 KA1809'MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1810 ***********************************************************************
 KA1810  DESIGNATION -  SHELBURN MUNICIPAL TANK
 KA1810  PID         -  KA1810
 KA1810  STATE/COUNTY-  IN/SULLIVAN
 KA1810  COUNTRY     -  US
 KA1810  USGS QUAD   -  SHELBURN (2019)
 KA1810
 KA1810                         *CURRENT SURVEY CONTROL
 KA1810  ______________________________________________________________________
 KA1810* NAD 83(1997) POSITION- 39 10 36.55069(N) 087 23 40.85708(W)   ADJUSTED
 KA1810  ______________________________________________________________________
 KA1810  GEOID HEIGHT    -        -32.341 (meters)                     GEOID18
 KA1810  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 KA1810  HORZ ORDER      -  THIRD
 KA1810
 KA1810.The horizontal coordinates were established by classical geodetic methods
 KA1810.and adjusted by the National Geodetic Survey in May 1999.
 KA1810
 KA1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1810.GEOID18 height accuracy estimate available here.
 KA1810
 KA1810.Click photographs - Photos may exist for this station.
 KA1810
 KA1810.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1810
 KA1810. The following values were computed from the NAD 83(1997) position.
 KA1810
 KA1810;                    North         East     Units Scale Factor Converg.
 KA1810;SPC IN W     -   436,171.829   873,097.067   MT  0.99997557   -0 11 48.1
 KA1810;SPC IN W     - 1,431,007.08  2,864,485.96   sFT  0.99997557   -0 11 48.1
 KA1810;UTM  16      - 4,336,472.922   465,908.919   MT  0.99961431   -0 14 57.6
 KA1810
 KA1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6590836472(NAD 83)
 KA1810
 KA1810                          SUPERSEDED SURVEY CONTROL
 KA1810
 KA1810  NAD 83(1986)-  39 10 36.55752(N)    087 23 40.85138(W) AD(       ) 3
 KA1810  NAD 27      -  39 10 36.40900(N)    087 23 40.78300(W) AD(       ) 3
 KA1810
 KA1810.Superseded values are not recommended for survey control.
 KA1810
 KA1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1810.See file dsdata.pdf to determine how the superseded data were derived.
 KA1810
 KA1810_MARKER: 53 = ELEVATED TANK
 KA1810
 KA1810  HISTORY     - Date     Condition        Report By
 KA1810  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1810
 KA1810                          STATION DESCRIPTION
 KA1810
 KA1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1810'THIS IS A INTERSECTION STATION.
 KA1810'
 KA1810'THE TANK IS IN THE TOWN OF SHELBURN ABOUT 100 YARDS SOUTH OF THE
 KA1810'POINT WHERE U.S. HIGHWAY 41 TURNS NORTH. IT IS A BLACK,
 KA1810'FOUR-LEGGED, STEEL STRUCTURE ABOUT 125 FEET HIGH WITH THE CAPACITY OF
 KA1810'ABOUT 50,000 GALLONS.
 KA1810'
 KA1810'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2550 ***********************************************************************
 ME2550  DESIGNATION -  SHELBY
 ME2550  PID         -  ME2550
 ME2550  STATE/COUNTY-  IN/LAKE
 ME2550  COUNTRY     -  US
 ME2550  USGS QUAD   -  SHELBY (2019)
 ME2550
 ME2550                         *CURRENT SURVEY CONTROL
 ME2550  ______________________________________________________________________
 ME2550* NAD 83(1997) POSITION- 41 11 46.38502(N) 087 20 40.71925(W)   ADJUSTED
 ME2550* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 ME2550  ______________________________________________________________________
 ME2550  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 ME2550  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 ME2550  HORZ ORDER      -  THIRD
 ME2550
 ME2550.The horizontal coordinates were established by classical geodetic methods
 ME2550.and adjusted by the National Geodetic Survey in May 1999.
 ME2550
 ME2550.The orthometric height was scaled from a topographic map.
 ME2550
 ME2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2550.GEOID18 height accuracy estimate available here.
 ME2550
 ME2550.Click photographs - Photos may exist for this station.
 ME2550
 ME2550.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2550
 ME2550. The following values were computed from the NAD 83(1997) position.
 ME2550
 ME2550;                    North         East     Units Scale Factor Converg.
 ME2550;SPC IN W     -   660,381.546   878,080.609   MT  0.99997258   -0 10 19.6
 ME2550;SPC IN W     - 2,166,601.79  2,880,836.13   sFT  0.99997258   -0 10 19.6
 ME2550;UTM  16      - 4,560,596.747   471,100.998   MT  0.99961028   -0 13 37.2
 ME2550
 ME2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2550!SPC IN W     -   0.99997470  x   0.99997258  =   0.99994728
 ME2550!UTM  16      -   0.99997470  x   0.99961028  =   0.99958499
 ME2550
 ME2550:                Primary Azimuth Mark                     Grid Az
 ME2550:SPC IN W     -  SHELBY AZ MK                             326 56 12.2
 ME2550:UTM  16      -  SHELBY AZ MK                             326 59 29.8
 ME2550
 ME2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7110060596(NAD 83)
 ME2550
 ME2550|---------------------------------------------------------------------|
 ME2550| PID    Reference Object                     Distance      Geod. Az  |
 ME2550|                                                           dddmmss.s |
 ME2550| CM4561 SHELBY RM 1                          28.201 METERS 17855     |
 ME2550| CM4562 SHELBY RM 2                          28.591 METERS 26849     |
 ME2550| CM4560 SHELBY AZ MK                                       3264552.6 |
 ME2550|---------------------------------------------------------------------|
 ME2550
 ME2550                          SUPERSEDED SURVEY CONTROL
 ME2550
 ME2550  NAD 83(1986)-  41 11 46.38893(N)    087 20 40.72567(W) AD(       ) 3
 ME2550  NAD 27      -  41 11 46.26190(N)    087 20 40.61210(W) AD(       ) 3
 ME2550
 ME2550.Superseded values are not recommended for survey control.
 ME2550
 ME2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2550.See file dsdata.pdf to determine how the superseded data were derived.
 ME2550
 ME2550_MARKER: DS = TRIANGULATION STATION DISK
 ME2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2550_STAMPING: SHELBY 1952
 ME2550_MARK LOGO: CGS
 ME2550_PROJECTION: FLUSH
 ME2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2550+STABILITY: SURFACE MOTION
 ME2550
 ME2550  HISTORY     - Date     Condition        Report By
 ME2550  HISTORY     - 1952     MONUMENTED       CGS
 ME2550  HISTORY     - 1968     GOOD             CGS
 ME2550  HISTORY     - 19891021 GOOD             USPSQD
 ME2550
 ME2550                          STATION DESCRIPTION
 ME2550
 ME2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2550'STATION IS LOCATED IN THE TOWN OF SHELBY ON THE SHELBY PUBLIC SCHOOL
 ME2550'GROUNDS.  IT IS 161 FEET
 ME2550'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILING AND 63 FEET
 ME2550'WEST OF THE CENTER OF A DRIVEWAY.
 ME2550'THE MARK IS FLUSH AND THE DISK IS STAMPED SHELBY 1952.
 ME2550'
 ME2550'REFERENCE MARK NO. 1 IS 91 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2550'THE SCHOOL BUILDING AND 63
 ME2550'FEET WEST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE
 ME2550'DISK IS STAMPED SHELBY NO 2 1952.
 ME2550'
 ME2550'REFERENCE MARK NO. 2 IS 146 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 ME2550'THE SCHOOL BUILDING.  THE
 ME2550'MARK IS FLUSH AND THE DISK IS STAMPED SHELBY NO 1 1952.
 ME2550'
 ME2550'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF A SAND ROAD, 2.4 FEET
 ME2550'EAST OF A WHITE WITNESS
 ME2550'POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 ME2550'THE DISK IS STAMPED SHELBY 1952.
 ME2550'
 ME2550'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DRIVEWAY FOR
 ME2550'0.05 MILE TO STATE HIGHWAY 55,
 ME2550'TURN RIGHT AND FOLLOW HIGHWAY FOR 0.15 MILE TO WHERE HIGHWAY TURNS
 ME2550'SHARP LEFT AND A PAVED ROAD NORTH,
 ME2550'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.25 MILE
 ME2550'TO A T-ROAD INTERSECTION, TURN RIGHT AND GO 0.05 MILE
 ME2550'TO THE AZIMUTH MARK ON THE LEFT.
 ME2550'
 ME2550'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2550
 ME2550                          STATION RECOVERY (1968)
 ME2550
 ME2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2550'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION IS GOOD WITH THE
 ME2550'BELOW CHANGES.
 ME2550'
 ME2550'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTERLINE OF GRAVEL
 ME2550'DRIVE LEADING TO
 ME2550'THE NORTH SIDE OF THE SCHOOL.
 ME2550'
 ME2550'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE INTERSECTION OF
 ME2550'A DRIVEWAY SOUTH
 ME2550'AND A PAVED STREET EAST AND WEST, 33 FEET WEST OF
 ME2550'A POWER POLE, 1 FOOT EAST OF A
 ME2550'METAL WITNESS POST, AND THE SAND ROAD
 ME2550'MENTIONED IS NOW A PAVED STREET.
 ME2550'
 ME2550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SHELBY
 ME2550
 ME2550                          STATION RECOVERY (1989)
 ME2550
 ME2550'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1955 ***********************************************************************
 KA1955  DESIGNATION -  SHELBY
 KA1955  PID         -  KA1955
 KA1955  STATE/COUNTY-  IN/MARION
 KA1955  COUNTRY     -  US
 KA1955  USGS QUAD   -  MAYWOOD (2019)
 KA1955
 KA1955                         *CURRENT SURVEY CONTROL
 KA1955  ______________________________________________________________________
 KA1955* NAD 83(1997) POSITION- 39 43 03.63869(N) 086 08 21.97517(W)   ADJUSTED
 KA1955* NAVD 88 ORTHO HEIGHT -   226.94  (+/-2cm)      744.6   (feet) VERTCON3
 KA1955  ______________________________________________________________________
 KA1955  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 KA1955  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 KA1955  HORZ ORDER      -  SECOND
 KA1955  VERT ORDER      -  THIRD ? (See Below)
 KA1955
 KA1955.The horizontal coordinates were established by classical geodetic methods
 KA1955.and adjusted by the National Geodetic Survey in May 1999.
 KA1955
 KA1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1955
 KA1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1955.GEOID18 height accuracy estimate available here.
 KA1955
 KA1955.The vertical order pertains to the NGVD 29 superseded value.
 KA1955
 KA1955.Click photographs - Photos may exist for this station.
 KA1955
 KA1955.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1955
 KA1955. The following values were computed from the NAD 83(1997) position.
 KA1955
 KA1955;                    North         East     Units Scale Factor Converg.
 KA1955;SPC IN E     -   496,278.731    59,463.765   MT  0.99998689   -0 18 07.6
 KA1955;SPC IN E     - 1,628,207.80    195,090.70   sFT  0.99998689   -0 18 07.6
 KA1955;UTM  16      - 4,396,776.911   573,759.493   MT  0.99966698   +0 32 59.7
 KA1955
 KA1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1955!SPC IN E     -   0.99996965  x   0.99998689  =   0.99995654
 KA1955!UTM  16      -   0.99996965  x   0.99966698  =   0.99963664
 KA1955
 KA1955:                Primary Azimuth Mark                     Grid Az
 KA1955:SPC IN E     -  TRACTION                                 180 02 02.2
 KA1955:UTM  16      -  TRACTION                                 179 10 54.9
 KA1955
 KA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7375996776(NAD 83)
 KA1955
 KA1955|---------------------------------------------------------------------|
 KA1955| PID    Reference Object                     Distance      Geod. Az  |
 KA1955|                                                           dddmmss.s |
 KA1955| KA1956 TRACTION                            APPROX. 1.2 KM 1794354.6 |
 KA1955| CD1226 SHELBY RM                            28.315 METERS 21038     |
 KA1955| KA1954 TROY                                APPROX. 0.6 KM 3595017.7 |
 KA1955|---------------------------------------------------------------------|
 KA1955
 KA1955                          SUPERSEDED SURVEY CONTROL
 KA1955
 KA1955  NAD 83(1986)-  39 43 03.64402(N)    086 08 22.00002(W) AD(       ) 2
 KA1955  NAD 27      -  39 43 03.48300(N)    086 08 22.05100(W) AD(       ) 2
 KA1955  USSD        -  39 43 03.54600(N)    086 08 21.81300(W) AD(       ) 3
 KA1955  NGVD 29             227.07   (m)          745.0    (f) LEVELING    3  
 KA1955
 KA1955.Superseded values are not recommended for survey control.
 KA1955
 KA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1955.See file dsdata.pdf to determine how the superseded data were derived.
 KA1955
 KA1955_MARKER: DS = TRIANGULATION STATION DISK
 KA1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1955_STAMPING: SHELBY 1920
 KA1955_MARK LOGO: CGS
 KA1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1955+STABILITY: SURFACE MOTION
 KA1955
 KA1955  HISTORY     - Date     Condition        Report By
 KA1955  HISTORY     - 1920     MONUMENTED       CGS
 KA1955  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1955
 KA1955                          STATION DESCRIPTION
 KA1955
 KA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1955'ABOUT 280 YARDS S OF INDIANAPOLIS CITY LIMITS, IN SHELBY STREET,
 KA1955'1.230 METERS, 4.04 FEET, E OF THE E RAIL OF THE INTERSTATE
 KA1955'PUBLIC SERVICE CO. ELECTRIC LINE AND ABOUT 1.3 METERS, 4.3 FEET, S OF
 KA1955'THE PROLONGATION OF THE LINE OF THE NORTHERN SIDE OF MR.
 KA1955'BURKHARTS BRICK HOUSE, WHICH IS ON THE OPPOSITE SIDE OF THE STREET.
 KA1955'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 KA1955'SET IN CONCRETE. THE REFERENCE
 KA1955'MARK IS ON THE OPPOSITE SIDE OF THE STREET FROM THE STATION AND
 KA1955'JUST INSIDE THE WALK LINE, 28.315 METERS, 92.90 FEET, FROM THE
 KA1955'STATION S 30 DEG 39 MIN W.
 KA1955
 KA1955                          STATION RECOVERY (1975)
 KA1955
 KA1955'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1955'STATION AND REFERENCE NOT RECOVERED.
 KA1955'
 KA1955'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH SIDE OF
 KA1955'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2850 ***********************************************************************
 JZ2850  DESIGNATION -  SHELBY
 JZ2850  PID         -  JZ2850
 JZ2850  STATE/COUNTY-  IN/SHELBY
 JZ2850  COUNTRY     -  US
 JZ2850  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2850
 JZ2850                         *CURRENT SURVEY CONTROL
 JZ2850  ______________________________________________________________________
 JZ2850* NAD 83(1997) POSITION- 39 34 42.75923(N) 085 48 03.01368(W)   ADJUSTED
 JZ2850* NAD 83(1997) ELLIP HT-   211.101 (meters)        (05/25/99)   ADJUSTED
 JZ2850* NAVD 88 ORTHO HEIGHT -   245.014 (meters)      803.85  (feet) ADJUSTED
 JZ2850  ______________________________________________________________________
 JZ2850  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JZ2850  NAD 83(1997) X  -    360,466.517 (meters)                     COMP
 JZ2850  NAD 83(1997) Y  - -4,909,602.040 (meters)                     COMP
 JZ2850  NAD 83(1997) Z  -  4,042,163.118 (meters)                     COMP
 JZ2850  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 JZ2850  DYNAMIC HEIGHT  -        244.872 (meters)      803.38  (feet) COMP
 JZ2850  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 JZ2850
 JZ2850  HORZ ORDER      -  THIRD
 JZ2850  VERT ORDER      -  FIRST     CLASS II
 JZ2850  ELLP ORDER      -  FOURTH    CLASS I
 JZ2850
 JZ2850.This mark is at Shelbyville Airport (3SM)
 JZ2850
 JZ2850.The horizontal coordinates were established by GPS observations
 JZ2850.and adjusted by the National Geodetic Survey in May 1999.
 JZ2850
 JZ2850.The orthometric height was determined by differential leveling and
 JZ2850.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2850.in June 1991.
 JZ2850
 JZ2850.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2850.GEOID18 height accuracy estimate available here.
 JZ2850
 JZ2850.Click photographs - Photos may exist for this station.
 JZ2850
 JZ2850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2850
 JZ2850.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2850
 JZ2850.The ellipsoidal height was determined by GPS observations
 JZ2850.and is referenced to NAD 83.
 JZ2850
 JZ2850.The dynamic height is computed by dividing the NAVD 88
 JZ2850.geopotential number by the normal gravity value computed on the
 JZ2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2850.degrees latitude (g = 980.6199 gals.).
 JZ2850
 JZ2850.The modeled gravity was interpolated from observed gravity values.
 JZ2850
 JZ2850. The following values were computed from the NAD 83(1997) position.
 JZ2850
 JZ2850;                    North         East     Units Scale Factor Converg.
 JZ2850;SPC IN E     -   480,733.314    88,472.922   MT  0.99996830   -0 05 07.7
 JZ2850;SPC IN E     - 1,577,205.88    290,264.91   sFT  0.99996830   -0 05 07.7
 JZ2850;UTM  16      - 4,381,668.175   602,988.130   MT  0.99973058   +0 45 50.7
 JZ2850
 JZ2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2850!SPC IN E     -   0.99996688  x   0.99996830  =   0.99993518
 JZ2850!UTM  16      -   0.99996688  x   0.99973058  =   0.99969747
 JZ2850
 JZ2850:                Primary Azimuth Mark                     Grid Az
 JZ2850:SPC IN E     -  SHELBY AZ MK                             178 59 08.8
 JZ2850:UTM  16      -  SHELBY AZ MK                             178 08 10.4
 JZ2850
 JZ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0298881668(NAD 83)
 JZ2850
 JZ2850|---------------------------------------------------------------------|
 JZ2850| PID    Reference Object                     Distance      Geod. Az  |
 JZ2850|                                                           dddmmss.s |
 JZ2850| JZ2851 SHELBY AZ MK                        APPROX. 0.5 KM 1785401.1 |
 JZ2850|---------------------------------------------------------------------|
 JZ2850
 JZ2850                          SUPERSEDED SURVEY CONTROL
 JZ2850
 JZ2850  NAD 83(1986)-  39 34 42.76155(N)    085 48 03.02275(W) AD(       ) 3
 JZ2850  NAD 27      -  39 34 42.59061(N)    085 48 03.09672(W) AD(       ) 3
 JZ2850  NGVD 29             245.21   (m)          804.5    (f) LEVELING    3  
 JZ2850
 JZ2850.Superseded values are not recommended for survey control.
 JZ2850
 JZ2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2850.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2850
 JZ2850_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2850_STAMPING: SHELBY 1986
 JZ2850_MARK LOGO: NGS
 JZ2850_PROJECTION: FLUSH
 JZ2850_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2850+STABILITY: SURFACE MOTION
 JZ2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2850+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2013
 JZ2850
 JZ2850  HISTORY     - Date     Condition        Report By
 JZ2850  HISTORY     - 1986     MONUMENTED       NGS
 JZ2850  HISTORY     - 1986     GOOD             NGS
 JZ2850  HISTORY     - 19880629 GOOD
 JZ2850  HISTORY     - 19970101 GOOD             INDNR
 JZ2850  HISTORY     - 20130417 GOOD             INDNR
 JZ2850
 JZ2850                          STATION DESCRIPTION
 JZ2850
 JZ2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2850'8.5 KM (5.3 MI) NW FROM SHELBYVILLE.
 JZ2850'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 JZ2850'7.2 KM (4.45 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2850'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 1.2 KM (0.75 MI)
 JZ2850'NORTH ALONG COUNTY ROAD 100 WEST, THENCE 0.1 KM (0.05 MI) WEST ALONG
 JZ2850'THE ENTRANCE ROAD TO THE SHELBYVILLE MUNICIPAL AIRPORT, 94.4 M (309.7
 JZ2850'FT) WEST OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE, 27.1 M (88.9
 JZ2850'FT) EAST OF THE EAST EDGE OF THE MAIN RUNWAY, 11.6 M (38.1 FT) EAST OF
 JZ2850'A BLUE RUNWAY MARKER, 10.5 M (34.4 FT) WEST OF THE CENTER OF THE
 JZ2850'NORTH-SOUTH TAXIWAY, AND 8.5 M (27.9 FT) NORTH OF THE CENTER OF THE
 JZ2850'EAST-WEST TAXIWAY.
 JZ2850
 JZ2850                          STATION RECOVERY (1986)
 JZ2850
 JZ2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2850'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF
 JZ2850'GREENWOOD, 25.7 KM (15.95 MI) SOUTH OF GREENFIELD, 4.0 KM (2.50 MI)
 JZ2850'NORTH OF SHELBYVILLE AND AT THE SHELBYVILLE MUNICIPAL AIRPORT.
 JZ2850'OWNERSHIP--SHELBYVILLE AVIATION, INC., SHELBYVILLE MUNICIPAL AIRPORT,
 JZ2850'RT 2, BOX 135, SHELBYVILLE, IN 46176, PHONE 317-392-7627.  AIRPORT
 JZ2850'MANAGER IS DARRELL SHRADER.
 JZ2850'TO REACH FROM THE CENTER OF OVERPASS OVER INTERSTATE HIGHWAY 74 IN
 JZ2850'SHELBYVILLE, GO NORTH ON STATE HIGHWAY 9 FOR 3.1 KM (1.95 MI) TO A
 JZ2850'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 350N FOR 2.1 KM
 JZ2850'(1.30 MI) TO A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTH ON COUNTY
 JZ2850'ROAD 100W FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE ON THE LEFT.  FROM
 JZ2850'WEST SIDE OF OFFICE, GO WEST ACROSS APRON AND TAXIWAY FOR 0.08 KM
 JZ2850'(0.05 MI) TO A NORTH-SOUTH TAXIWAY AND THE STATION IN THE NORTHWEST
 JZ2850'QUADRANT OF THIS INTERSECTION.
 JZ2850'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---SHELBY
 JZ2850'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ2850'FLUSH WITH THE GROUND.  LOCATED 27.13 M (89.0 FT) EAST FROM EAST EDGE
 JZ2850'OF RUNWAY, 11.58 M (38.0 FT) EAST FROM A BLUE RUNWAY MARKER LIGHT,
 JZ2850'10.55 M (34.6 FT) WEST FROM CENTER OF NORTH-SOUTH TAXIWAY, 8.53 M
 JZ2850'(28.0 FT) NORTH FROM CENTER OF EAST-WEST TAXIWAY AND 1.04 M (3.4 FT)
 JZ2850'NORTHWEST FROM EDGE OF PAVEMENT.
 JZ2850'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2850'DESCRIBED BY D.A. BOWLING.
 JZ2850
 JZ2850                          STATION RECOVERY (1988)
 JZ2850
 JZ2850'RECOVERED 1988
 JZ2850'RECOVERED IN GOOD CONDITION.
 JZ2850
 JZ2850                          STATION RECOVERY (1997)
 JZ2850
 JZ2850'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (JP)
 JZ2850'EXCELLENT CONDITION.
 JZ2850
 JZ2850                          STATION RECOVERY (2013)
 JZ2850
 JZ2850'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2851 ***********************************************************************
 JZ2851  DESIGNATION -  SHELBY AZ MK
 JZ2851  PID         -  JZ2851
 JZ2851  STATE/COUNTY-  IN/SHELBY
 JZ2851  COUNTRY     -  US
 JZ2851  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2851
 JZ2851                         *CURRENT SURVEY CONTROL
 JZ2851  ______________________________________________________________________
 JZ2851* NAD 83(1997) POSITION- 39 34 25.41857(N) 085 48 02.58356(W)   ADJUSTED
 JZ2851* NAD 83(1997) ELLIP HT-   208.935 (meters)        (05/25/99)   ADJUSTED
 JZ2851* NAVD 88 ORTHO HEIGHT -   242.824 (meters)      796.67  (feet) ADJUSTED
 JZ2851  ______________________________________________________________________
 JZ2851  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JZ2851  NAD 83(1997) X  -    360,501.583 (meters)                     COMP
 JZ2851  NAD 83(1997) Y  - -4,909,939.441 (meters)                     COMP
 JZ2851  NAD 83(1997) Z  -  4,041,749.513 (meters)                     COMP
 JZ2851  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 JZ2851  DYNAMIC HEIGHT  -        242.683 (meters)      796.20  (feet) COMP
 JZ2851  MODELED GRAVITY -    980,039.6   (mgal)                       NAVD 88
 JZ2851
 JZ2851  HORZ ORDER      -  THIRD
 JZ2851  VERT ORDER      -  FIRST     CLASS II
 JZ2851  ELLP ORDER      -  FOURTH    CLASS I
 JZ2851
 JZ2851.This mark is at Shelbyville Airport (3SM)
 JZ2851
 JZ2851.The horizontal coordinates were established by GPS observations
 JZ2851.and adjusted by the National Geodetic Survey in May 1999.
 JZ2851
 JZ2851.The orthometric height was determined by differential leveling and
 JZ2851.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2851.in June 1991.
 JZ2851
 JZ2851.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2851.GEOID18 height accuracy estimate available here.
 JZ2851
 JZ2851.Click photographs - Photos may exist for this station.
 JZ2851
 JZ2851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2851
 JZ2851.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2851
 JZ2851.The ellipsoidal height was determined by GPS observations
 JZ2851.and is referenced to NAD 83.
 JZ2851
 JZ2851.The dynamic height is computed by dividing the NAVD 88
 JZ2851.geopotential number by the normal gravity value computed on the
 JZ2851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2851.degrees latitude (g = 980.6199 gals.).
 JZ2851
 JZ2851.The modeled gravity was interpolated from observed gravity values.
 JZ2851
 JZ2851. The following values were computed from the NAD 83(1997) position.
 JZ2851
 JZ2851;                    North         East     Units Scale Factor Converg.
 JZ2851;SPC IN E     -   480,198.519    88,482.389   MT  0.99996830   -0 05 07.4
 JZ2851;SPC IN E     - 1,575,451.31    290,295.97   sFT  0.99996830   -0 05 07.4
 JZ2851;UTM  16      - 4,381,133.705   603,005.522   MT  0.99973063   +0 45 50.7
 JZ2851
 JZ2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2851!SPC IN E     -   0.99996722  x   0.99996830  =   0.99993552
 JZ2851!UTM  16      -   0.99996722  x   0.99973063  =   0.99969786
 JZ2851
 JZ2851:                Primary Azimuth Mark                     Grid Az
 JZ2851:SPC IN E     -  SHELBY                                   358 59 08.8
 JZ2851:UTM  16      -  SHELBY                                   358 08 10.7
 JZ2851
 JZ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0300581133(NAD 83)
 JZ2851
 JZ2851|---------------------------------------------------------------------|
 JZ2851| PID    Reference Object                     Distance      Geod. Az  |
 JZ2851|                                                           dddmmss.s |
 JZ2851| JZ2850 SHELBY                              APPROX. 0.5 KM 3585401.4 |
 JZ2851|---------------------------------------------------------------------|
 JZ2851
 JZ2851                          SUPERSEDED SURVEY CONTROL
 JZ2851
 JZ2851  NAD 83(1986)-  39 34 25.42089(N)    085 48 02.59264(W) AD(       ) 3
 JZ2851  NAD 27      -  39 34 25.24975(N)    085 48 02.66665(W) AD(       ) 3
 JZ2851  NGVD 29             243.02   (m)          797.3    (f) LEVELING    3  
 JZ2851
 JZ2851.Superseded values are not recommended for survey control.
 JZ2851
 JZ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2851.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2851
 JZ2851_MARKER: DZ = AZIMUTH MARK DISK
 JZ2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2851_STAMPING: SHELBY 1986
 JZ2851_MARK LOGO: NGS
 JZ2851_PROJECTION: FLUSH
 JZ2851_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2851+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2013
 JZ2851
 JZ2851  HISTORY     - Date     Condition        Report By
 JZ2851  HISTORY     - 1986     MONUMENTED       NGS
 JZ2851  HISTORY     - 1986     GOOD             NGS
 JZ2851  HISTORY     - 19880616 GOOD
 JZ2851  HISTORY     - 19970101 GOOD             INDNR
 JZ2851  HISTORY     - 20130417 GOOD             INDNR
 JZ2851
 JZ2851                          STATION DESCRIPTION
 JZ2851
 JZ2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2851'9.0 KM (5.6 MI) NW FROM SHELBYVILLE.
 JZ2851'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 JZ2851'7.2 KM (4.45 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2851'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, THENCE 1.2 KM (0.75 MI)
 JZ2851'NORTH ALONG COUNTY ROAD 100 WEST, THENCE 0.1 KM (0.05 MI) WEST ALONG
 JZ2851'THE ENTRANCE ROAD TO THE SHELBYVILLE MUNICIPAL AIRPORT, THENCE 0.5 KM
 JZ2851'(0.3 MI) SOUTH ALONG THE AIRPORT TAXIWAY, 26.8 M (87.9 FT) EAST OF THE
 JZ2851'EAST EDGE OF THE MAIN RUNWAY, 11.6 M (38.1 FT) NORTH OF THE CENTER OF
 JZ2851'THE EAST-WEST TAXIWAY, AND 10.7 M (35.1 FT) WEST OF THE CENTER OF THE
 JZ2851'NORTH-SOUTH TAXIWAY.
 JZ2851
 JZ2851                          STATION RECOVERY (1986)
 JZ2851
 JZ2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2851'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTHEAST OF
 JZ2851'GREENWOOD, 25.7 KM (15.95 MI) SOUTH OF GREENFIELD, 4.0 KM (2.50 MI)
 JZ2851'NORTH OF SHELBYVILLE AND AT THE SHELBYVILLE MUNICIPAL AIRPORT.
 JZ2851'OWNERSHIP--SHELBYVILLE AVIATION, INC., SHELBYVILLE MUNICIPAL AIRPORT,
 JZ2851'RT 2, BOX 135, SHELBYVILLE, IN 46176, PHONE 317-392-7627.  AIRPORT
 JZ2851'MANAGER IS DARRELL SHRADER.
 JZ2851'TO REACH FROM THE CENTER OF OVERPASS OVER INTERSTATE HIGHWAY 74 IN
 JZ2851'SHELBYVILLE, GO NORTH ON STATE HIGHWAY 9 FOR 3.1 KM (1.95 MI) TO A
 JZ2851'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 350N FOR 2.1 KM
 JZ2851'(1.30 MI) TO A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTH ON COUNTY
 JZ2851'ROAD 100W FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE ON THE LEFT.  FROM
 JZ2851'WEST SIDE OF OFFICE, GO WEST ACROSS APRON AND TAXIWAY FOR 0.08 KM
 JZ2851'(0.05 MI) TO A NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTHERLY ALONG
 JZ2851'THE TAXIWAY FOR 0.48 KM (0.30 MI) TO THE END AND THE STATION ON RIGHT
 JZ2851'IN THE NORTHWEST QUADRANT OF THE INTERSECTION WITH AN EAST-WEST
 JZ2851'TAXIWAY.
 JZ2851'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SHELBY
 JZ2851'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ2851'FLUSH WITH THE GROUND.  LOCATED 26.82 M (88.0 FT) EAST FROM EAST EDGE
 JZ2851'OF RUNWAY, 16.64 M (54.6 FT) EAST FROM THE NORTH END OF CULVERT UNDER
 JZ2851'TAXIWAY, 11.58 M (38.0 FT) NORTH FROM CENTER OF EAST-WEST TAXIWAY AND
 JZ2851'10.67 M (35.0 FT) WEST FROM CENTER OF NORTH-SOUTH TAXIWAY.
 JZ2851'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2851'DESCRIBED BY D.A. BOWLING.
 JZ2851
 JZ2851                          STATION RECOVERY (1988)
 JZ2851
 JZ2851'RECOVERED 1988
 JZ2851'RECOVERED IN GOOD CONDITION.
 JZ2851
 JZ2851                          STATION RECOVERY (1997)
 JZ2851
 JZ2851'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (JP)
 JZ2851'IN EXCELLENT CONDTION.
 JZ2851
 JZ2851                          STATION RECOVERY (2013)
 JZ2851
 JZ2851'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2662 ***********************************************************************
 LB2662  DESIGNATION -  SHEP
 LB2662  PID         -  LB2662
 LB2662  STATE/COUNTY-  IN/WHITE
 LB2662  COUNTRY     -  US
 LB2662  USGS QUAD   -  MONON (2019)
 LB2662
 LB2662                         *CURRENT SURVEY CONTROL
 LB2662  ______________________________________________________________________
 LB2662* NAD 83(1997) POSITION- 40 49 24.72787(N) 086 57 51.63711(W)   ADJUSTED
 LB2662* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2662  ______________________________________________________________________
 LB2662  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 LB2662  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 LB2662  HORZ ORDER      -  SECOND
 LB2662
 LB2662.The horizontal coordinates were established by classical geodetic methods
 LB2662.and adjusted by the National Geodetic Survey in May 1999.
 LB2662
 LB2662.The orthometric height was scaled from a topographic map.
 LB2662
 LB2662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2662.GEOID18 height accuracy estimate available here.
 LB2662
 LB2662.Click photographs - Photos may exist for this station.
 LB2662
 LB2662.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2662
 LB2662. The following values were computed from the NAD 83(1997) position.
 LB2662
 LB2662;                    North         East     Units Scale Factor Converg.
 LB2662;SPC IN W     -   618,968.894   910,037.539   MT  0.99996791   +0 04 40.0
 LB2662;SPC IN W     - 2,030,733.78  2,985,681.49   sFT  0.99996791   +0 04 40.0
 LB2662;UTM  16      - 4,519,168.743   503,006.738   MT  0.99960011   +0 01 23.9
 LB2662
 LB2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2662!SPC IN W     -   0.99997251  x   0.99996791  =   0.99994042
 LB2662!UTM  16      -   0.99997251  x   0.99960011  =   0.99957263
 LB2662
 LB2662:                Primary Azimuth Mark                     Grid Az
 LB2662:SPC IN W     -  SHEP AZ MK                               300 43 09.6
 LB2662:UTM  16      -  SHEP AZ MK                               300 46 25.7
 LB2662
 LB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0300619168(NAD 83)
 LB2662
 LB2662|---------------------------------------------------------------------|
 LB2662| PID    Reference Object                     Distance      Geod. Az  |
 LB2662|                                                           dddmmss.s |
 LB2662| LB2663 MONON MUNICIPAL TANK                APPROX. 8.3 KM 0600355.0 |
 LB2662| LB2660 REYNOLDS MUNICIPAL TANK             APPROX.10.9 KM 1360733.3 |
 LB2662| CD1228 SHEP RM 1                            26.258 METERS 23446     |
 LB2662| CD1227 SHEP AZ MK                                         3004749.6 |
 LB2662| CD1229 SHEP RM 2                            31.203 METERS 31641     |
 LB2662|---------------------------------------------------------------------|
 LB2662
 LB2662                          SUPERSEDED SURVEY CONTROL
 LB2662
 LB2662  NAD 83(1986)-  40 49 24.73268(N)    086 57 51.64699(W) AD(       ) 2
 LB2662  NAD 27      -  40 49 24.58960(N)    086 57 51.57360(W) AD(       ) 2
 LB2662
 LB2662.Superseded values are not recommended for survey control.
 LB2662
 LB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2662.See file dsdata.pdf to determine how the superseded data were derived.
 LB2662
 LB2662_MARKER: DS = TRIANGULATION STATION DISK
 LB2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2662_STAMPING: SHEP 1948
 LB2662_MARK LOGO: CGS
 LB2662_PROJECTION: FLUSH
 LB2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2662+STABILITY: SURFACE MOTION
 LB2662
 LB2662  HISTORY     - Date     Condition        Report By
 LB2662  HISTORY     - 1948     MONUMENTED       CGS
 LB2662
 LB2662                          STATION DESCRIPTION
 LB2662
 LB2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2662'THE STATION IS LOCATED 7 MILES NORTHWEST OF REYNOLDS, 6 MILES
 LB2662'NORTHEAST OF WOLCOTT AND 5 MILES SOUTHWEST OF MONON ON PROPERTY
 LB2662'OWNED BY MR. CHARLIE SHEPPARD.  IT IS 58 FEET SOUTH OF THE CENTER OF
 LB2662'A GRAVEL ROAD, 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LB2662'HOUSE AND 41 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH
 LB2662'AND THE DISK IS STAMPED SHEP 1948.
 LB2662'
 LB2662'REFERENCE MARK NO. 1 IS 86.15 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2662'27 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE AND 1 FOOT EAST OF
 LB2662'THE NORTHEAST CORNER OF A CORN CRIB.  THE MARK IS FLUSH AND THE DISK
 LB2662'IS STAMPED SHEP NO 1 1948.
 LB2662'
 LB2662'REFERENCE MARK NO. 2 IS 102.37 FEET NORTHWEST OF THE STATION.  IT IS
 LB2662'18 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT SOUTH OF A
 LB2662'FENCE LINE AND 1 FOOT EAST OF A WHITE WITNESS POST AND POWER LINE
 LB2662'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SHEP NO 2 1948.
 LB2662'
 LB2662'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 21 FEET
 LB2662'WEST OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTH OF A WHITE WITNESS
 LB2662'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 LB2662'DISK IS STAMPED SHEP 1948.
 LB2662'
 LB2662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND U. S.
 LB2662'HIGHWAY 24 IN REYNOLDS, GO WEST ON HIGHWAY 24 FOR 3.9 MILES TO A
 LB2662'GRAVEL CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR
 LB2662'5.2 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST FOR 0.85
 LB2662'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2662'
 LB2662'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVEL ROAD
 LB2662'FOR 0.15 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH ON
 LB2662'THE PAVED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LB2662'DESCRIBED.
 LB2662'
 LB2662'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2704 ***********************************************************************
 LB2704  DESIGNATION -  SHEPORT
 LB2704  PID         -  LB2704
 LB2704  STATE/COUNTY-  IN/HAMILTON
 LB2704  COUNTRY     -  US
 LB2704  USGS QUAD   -  SHERIDAN (2019)
 LB2704
 LB2704                         *CURRENT SURVEY CONTROL
 LB2704  ______________________________________________________________________
 LB2704* NAD 83(1997) POSITION- 40 10 33.63054(N) 086 13 08.70138(W)   ADJUSTED
 LB2704* NAD 83(1997) ELLIP HT-   249.197 (meters)        (05/25/99)   ADJUSTED
 LB2704* NAVD 88 ORTHO HEIGHT -   283.4   (meters)      930.    (feet) VERTCON3
 LB2704  ______________________________________________________________________
 LB2704  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 LB2704  NAD 83(1997) X  -    321,815.417 (meters)                     COMP
 LB2704  NAD 83(1997) Y  - -4,869,690.750 (meters)                     COMP
 LB2704  NAD 83(1997) Z  -  4,093,098.083 (meters)                     COMP
 LB2704  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 LB2704  HORZ ORDER      -  THIRD
 LB2704  ELLP ORDER      -  FOURTH    CLASS I
 LB2704
 LB2704.This mark is at Sheridan Airport (5I4)
 LB2704
 LB2704.The horizontal coordinates were established by GPS observations
 LB2704.and adjusted by the National Geodetic Survey in May 1999.
 LB2704
 LB2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2704
 LB2704.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2704.GEOID18 height accuracy estimate available here.
 LB2704
 LB2704.Click photographs - Photos may exist for this station.
 LB2704
 LB2704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2704
 LB2704.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2704
 LB2704.The ellipsoidal height was determined by GPS observations
 LB2704.and is referenced to NAD 83.
 LB2704
 LB2704. The following values were computed from the NAD 83(1997) position.
 LB2704
 LB2704;                    North         East     Units Scale Factor Converg.
 LB2704;SPC IN E     -   547,206.651    52,949.762   MT  0.99999391   -0 21 23.0
 LB2704;SPC IN E     - 1,795,293.82    173,719.34   sFT  0.99999391   -0 21 23.0
 LB2704;UTM  16      - 4,447,585.057   566,487.667   MT  0.99965442   +0 30 13.7
 LB2704
 LB2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2704!SPC IN E     -   0.99996091  x   0.99999391  =   0.99995482
 LB2704!UTM  16      -   0.99996091  x   0.99965442  =   0.99961534
 LB2704
 LB2704:                Primary Azimuth Mark                     Grid Az
 LB2704:SPC IN E     -  SHEPORT AZ MK                            229 42 25.9
 LB2704:UTM  16      -  SHEPORT AZ MK                            228 50 49.2
 LB2704
 LB2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6648747585(NAD 83)
 LB2704
 LB2704|---------------------------------------------------------------------|
 LB2704| PID    Reference Object                     Distance      Geod. Az  |
 LB2704|                                                           dddmmss.s |
 LB2704| LB2705 SHEPORT AZ MK                       446.633 METERS 2292102.9 |
 LB2704| LB0482 J 211                               389.760 METERS 29250     |
 LB2704|---------------------------------------------------------------------|
 LB2704
 LB2704                          SUPERSEDED SURVEY CONTROL
 LB2704
 LB2704  NAD 83(1986)-  40 10 33.63426(N)    086 13 08.71563(W) AD(       ) 3
 LB2704  NAD 27      -  40 10 33.49349(N)    086 13 08.74605(W) AD(       ) 3
 LB2704  NGVD 29 (02/23/89)  283.5    (m)  RAPSU86  model used  GPS OBS        
 LB2704
 LB2704.Superseded values are not recommended for survey control.
 LB2704
 LB2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2704.See file dsdata.pdf to determine how the superseded data were derived.
 LB2704
 LB2704_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2704_STAMPING: SHEPORT 1986
 LB2704_MARK LOGO: NGS
 LB2704_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2704+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 LB2704
 LB2704  HISTORY     - Date     Condition        Report By
 LB2704  HISTORY     - 1988     MONUMENTED       NGS
 LB2704  HISTORY     - 20031202 GOOD             WOOLPT
 LB2704
 LB2704                          STATION DESCRIPTION
 LB2704
 LB2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2704'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHEAST OF
 LB2704'FRANKFORT, 24.1 KM (15.00 MI) NORTHWEST OF CARMEL, 4.8 KM (3.00 MI)
 LB2704'NORTH OF SHERIDAN AND AT THE SHERIDAN AIRPORT.  OWNERSHIP--JEFF
 LB2704'APPLE, RT 2, BOX 329, SHERIDAN, IN 46069, PHONE 317-758-4161.
 LB2704'AIRPORT MANAGER IS JEFF APPLE.
 LB2704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 38
 LB2704'SOUTHEAST OF SHERIDAN, GO NORTHWEST ON STATE HIGHWAY 38 FOR 1.1 KM
 LB2704'(0.70 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ONTO SOUTH CALIFORNIA
 LB2704'STREET AND GO NORTH FOR 5.6 KM (3.50 MI) TO AIRPORT ON THE RIGHT.
 LB2704'FROM THE SOUTHWEST CORNER OF AIRPORT OFFICE, GO SOUTHEAST ACROSS
 LB2704'APRON AND TAXIWAY FOR 0.24 KM (0.15 MI) TO JUNCTION WITH RUNWAY AND
 LB2704'THE STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF THE
 LB2704'INTERSECTION.
 LB2704'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---SHEPORT
 LB2704'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2704'FLUSH WITH THE GROUND.  LOCATED 17.7 M (58.1 FT) WEST FROM CENTER OF
 LB2704'TAXIWAY, 9.88 M (32.4 FT) NORTH FROM CENTER OF RUNWAY 5 AND 1.34 M
 LB2704'(4.4 FT) SOUTHWEST FROM A BLUE TAXIWAY MARKER LIGHT AND FIBERGLASS
 LB2704'WITNESS POST.
 LB2704'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2704'DESCRIBED BY D.A. BOWLING.
 LB2704
 LB2704                          STATION RECOVERY (2003)
 LB2704
 LB2704'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 LB2704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2705 ***********************************************************************
 LB2705  DESIGNATION -  SHEPORT AZ MK
 LB2705  PID         -  LB2705
 LB2705  STATE/COUNTY-  IN/HAMILTON
 LB2705  COUNTRY     -  US
 LB2705  USGS QUAD   -  SHERIDAN (2019)
 LB2705
 LB2705                         *CURRENT SURVEY CONTROL
 LB2705  ______________________________________________________________________
 LB2705* NAD 83(1997) POSITION- 40 10 24.19737(N) 086 13 23.02343(W)   ADJUSTED
 LB2705* NAD 83(1997) ELLIP HT-   249.079 (meters)        (05/25/99)   ADJUSTED
 LB2705* NAVD 88 ORTHO HEIGHT -   283.3   (meters)      929.    (feet) VERTCON3
 LB2705  ______________________________________________________________________
 LB2705  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 LB2705  NAD 83(1997) X  -    321,489.647 (meters)                     COMP
 LB2705  NAD 83(1997) Y  - -4,869,900.295 (meters)                     COMP
 LB2705  NAD 83(1997) Z  -  4,092,875.684 (meters)                     COMP
 LB2705  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 LB2705  HORZ ORDER      -  THIRD
 LB2705  ELLP ORDER      -  FOURTH    CLASS I
 LB2705
 LB2705.This mark is at Sheridan Airport (5I4)
 LB2705
 LB2705.The horizontal coordinates were established by GPS observations
 LB2705.and adjusted by the National Geodetic Survey in May 1999.
 LB2705
 LB2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2705
 LB2705.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2705.GEOID18 height accuracy estimate available here.
 LB2705
 LB2705.Click photographs - Photos may exist for this station.
 LB2705
 LB2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2705
 LB2705.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2705
 LB2705.The ellipsoidal height was determined by GPS observations
 LB2705.and is referenced to NAD 83.
 LB2705
 LB2705. The following values were computed from the NAD 83(1997) position.
 LB2705
 LB2705;                    North         East     Units Scale Factor Converg.
 LB2705;SPC IN E     -   546,917.818    52,609.095   MT  0.99999430   -0 21 32.2
 LB2705;SPC IN E     - 1,794,346.21    172,601.67   sFT  0.99999430   -0 21 32.2
 LB2705;UTM  16      - 4,447,291.243   566,151.489   MT  0.99965387   +0 30 04.4
 LB2705
 LB2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2705!SPC IN E     -   0.99996093  x   0.99999430  =   0.99995523
 LB2705!UTM  16      -   0.99996093  x   0.99965387  =   0.99961481
 LB2705
 LB2705:                Primary Azimuth Mark                     Grid Az
 LB2705:SPC IN E     -  SHEPORT                                  049 42 25.9
 LB2705:UTM  16      -  SHEPORT                                  048 50 49.3
 LB2705
 LB2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6615147291(NAD 83)
 LB2705
 LB2705|---------------------------------------------------------------------|
 LB2705| PID    Reference Object                     Distance      Geod. Az  |
 LB2705|                                                           dddmmss.s |
 LB2705| LB2704 SHEPORT                             446.633 METERS 0492053.7 |
 LB2705|---------------------------------------------------------------------|
 LB2705
 LB2705                          SUPERSEDED SURVEY CONTROL
 LB2705
 LB2705  NAD 83(1986)-  40 10 24.20109(N)    086 13 23.03767(W) AD(       ) 3
 LB2705  NAD 27      -  40 10 24.06023(N)    086 13 23.06764(W) AD(       ) 3
 LB2705  NGVD 29 (02/23/89)  283.4    (m)  RAPSU86  model used  GPS OBS        
 LB2705
 LB2705.Superseded values are not recommended for survey control.
 LB2705
 LB2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2705.See file dsdata.pdf to determine how the superseded data were derived.
 LB2705
 LB2705_MARKER: DZ = AZIMUTH MARK DISK
 LB2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2705_STAMPING: SHEPORT 1986
 LB2705_MARK LOGO: NGS
 LB2705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2705+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2705
 LB2705  HISTORY     - Date     Condition        Report By
 LB2705  HISTORY     - 1988     MONUMENTED       NGS
 LB2705
 LB2705                          STATION DESCRIPTION
 LB2705
 LB2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2705'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHEAST OF
 LB2705'FRANKFORT, 24.1 KM (15.00 MI) NORTHWEST OF CARMEL, 4.8 KM (3.00 MI)
 LB2705'NORTH OF SHERIDAN AND AT THE SHERIDAN AIRPORT.  OWNERSHIP--JEFF
 LB2705'APPLE, RT 2, BOX 329, SHERIDAN, IN 46069, PHONE 317-758-4161.
 LB2705'AIRPORT MANAGER IS JEFF APPLE.
 LB2705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 38
 LB2705'SOUTHEAST OF SHERIDAN, GO NORTHWEST ON STATE HIGHWAY 38 FOR 1.1 KM
 LB2705'(0.70 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ONTO SOUTH CALIFORNIA
 LB2705'STREET AND GO NORTH FOR 5.6 KM (3.50 MI) TO AIRPORT ON THE RIGHT.
 LB2705'FROM THE SOUTHWEST CORNER OF AIRPORT OFFICE, GO SOUTHEAST ACROSS
 LB2705'APRON AND TAXIWAY FOR 0.24 KM (0.15 MI) TO JUNCTION WITH RUNWAY. TURN
 LB2705'RIGHT AND GO SOUTHWESTERLY ALONG THE RUNWAY FOR 0.48 KM (0.30 MI) TO
 LB2705'END OF RUNWAY 5 AND THE STATION ON THE LEFT AT THE EAST SIDE OF A
 LB2705'TURNAROUND.
 LB2705'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SHEPORT
 LB2705'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2705'FLUSH WITH THE GROUND.  LOCATED 25.18 M (82.3 FT) EAST FROM CENTER OF
 LB2705'A PAVED ROAD, 10.97 M (36.0 FT) SOUTH FROM CENTER OF RUNWAY 5 AND
 LB2705'1.83 M (6.0 FT) EAST FROM THE EAST EDGE OF AIRPLANE TURNAROUND.
 LB2705'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2705'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2574 ***********************************************************************
 ME2574  DESIGNATION -  SHERERVILLE
 ME2574  PID         -  ME2574
 ME2574  STATE/COUNTY-  IN/LAKE
 ME2574  COUNTRY     -  US
 ME2574  USGS QUAD   -  SAINT JOHN (2019)
 ME2574
 ME2574                         *CURRENT SURVEY CONTROL
 ME2574  ______________________________________________________________________
 ME2574* NAD 83(1997) POSITION- 41 28 34.53082(N) 087 24 22.51010(W)   ADJUSTED
 ME2574* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 ME2574  ______________________________________________________________________
 ME2574  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 ME2574  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 ME2574  HORZ ORDER      -  SECOND
 ME2574
 ME2574.The horizontal coordinates were established by classical geodetic methods
 ME2574.and adjusted by the National Geodetic Survey in May 1999.
 ME2574
 ME2574.The orthometric height was scaled from a topographic map.
 ME2574
 ME2574.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2574.GEOID18 height accuracy estimate available here.
 ME2574
 ME2574.Click photographs - Photos may exist for this station.
 ME2574
 ME2574.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2574
 ME2574. The following values were computed from the NAD 83(1997) position.
 ME2574
 ME2574;                    North         East     Units Scale Factor Converg.
 ME2574;SPC IN W     -   691,499.341   873,028.498   MT  0.99997562   -0 12 49.9
 ME2574;SPC IN W     - 2,268,694.09  2,864,261.00   sFT  0.99997562   -0 12 49.9
 ME2574;UTM  16      - 4,591,708.118   466,080.599   MT  0.99961416   -0 16 08.6
 ME2574
 ME2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2574!SPC IN W     -   0.99997313  x   0.99997562  =   0.99994875
 ME2574!UTM  16      -   0.99997313  x   0.99961416  =   0.99958730
 ME2574
 ME2574:                Primary Azimuth Mark                     Grid Az
 ME2574:SPC IN W     -  SHERERVILLE AZ MK                        113 58 31.2
 ME2574:UTM  16      -  SHERERVILLE AZ MK                        114 01 49.9
 ME2574
 ME2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6608091708(NAD 83)
 ME2574
 ME2574|---------------------------------------------------------------------|
 ME2574| PID    Reference Object                     Distance      Geod. Az  |
 ME2574|                                                           dddmmss.s |
 ME2574| CM4571 SHERERVILLE RM 1                     26.596 METERS 10321     |
 ME2574| CM4573 SHERERVILLE RM 3                     17.138 METERS 10541     |
 ME2574| CM4570 SHERERVILLE AZ MK                                  1134541.3 |
 ME2574| CM4572 SHERERVILLE RM 2                     24.780 METERS 18902     |
 ME2574|---------------------------------------------------------------------|
 ME2574
 ME2574                          SUPERSEDED SURVEY CONTROL
 ME2574
 ME2574  NAD 83(1986)-  41 28 34.53624(N)    087 24 22.51648(W) AD(       ) 2
 ME2574  NAD 27      -  41 28 34.40590(N)    087 24 22.38060(W) AD(       ) 2
 ME2574
 ME2574.Superseded values are not recommended for survey control.
 ME2574
 ME2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2574.See file dsdata.pdf to determine how the superseded data were derived.
 ME2574
 ME2574_MARKER: DS = TRIANGULATION STATION DISK
 ME2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2574_STAMPING: SHERERVILLE 1952
 ME2574_MARK LOGO: CGS
 ME2574_PROJECTION: FLUSH
 ME2574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2574+STABILITY: SURFACE MOTION
 ME2574
 ME2574  HISTORY     - Date     Condition        Report By
 ME2574  HISTORY     - 1952     MONUMENTED       CGS
 ME2574  HISTORY     - 1968     GOOD             CGS
 ME2574  HISTORY     - 1984     GOOD             BRADY
 ME2574  HISTORY     - 19850321 GOOD             NGS
 ME2574  HISTORY     - 20070701 GOOD             GEOCAC
 ME2574
 ME2574                          STATION DESCRIPTION
 ME2574
 ME2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2574'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CROWN POINT AND 4 MILES
 ME2574'NORTHEAST OF ST. JOHN ON HIGHWAY RIGHT-OF-WAY.  IT IS 56 FEET NORTH OF
 ME2574'THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 30, 38 FEET WEST OF THE
 ME2574'CENTER OF A DIRT ROAD, 12 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER
 ME2574'AND 11 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2574'THE DISK IS STAMPED SHERERVILLE 1952.
 ME2574'
 ME2574'REFERENCE MARK NO. 1 IS 65 FEET NORTH OF THE CENTER OF THE NORTH LANE
 ME2574'OF THE HIGHWAY AND 49 FEET EAST OF THE CENTER OF THE DIRT ROAD.  THE
 ME2574'MARK IS FLUSH AND THE DISK IS STAMPED SHERERVILLE NO 1 1952.
 ME2574'
 ME2574'REFERENCE MARK NO. 2 IS NEAR THE CENTER OF THE GRASS STRIP WHICH
 ME2574'DIVIDES THE DUAL LANE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 ME2574'STAMPED SHERERVILLE NO 2 1952.
 ME2574'
 ME2574'AZIMUTH MARK IS 66 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S.
 ME2574'HIGHWAY 30, 25 FEET WEST OF A POWER LINE POLE AND 10 FEET SOUTH OF A
 ME2574'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2574'SHERERVILLE 1952.
 ME2574'
 ME2574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 30
 ME2574'WHICH IS ABOUT 2-1/2 MILES NORTH OF ST. JOHN, GO EAST ON HIGHWAY 30
 ME2574'FOR 3.45 MILES TO THE STATION ON THE LEFT, NORTH SIDE OF HIGHWAY AS
 ME2574'DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK
 ME2574'ON THE RIGHT, SOUTH, SIDE OF HIGHWAY AS DESCRIBED.
 ME2574'
 ME2574'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2574
 ME2574                          STATION RECOVERY (1968)
 ME2574
 ME2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2574'NO MEASUREMENT BETWEEN REFERENCE MARKS (TRAFFIC TOO THICK)
 ME2574'
 ME2574'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND AS
 ME2574'DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.
 ME2574'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 ME2574'MARK 2 CHECKED.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 ME2574'
 ME2574'THE STATION MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 ME2574'
 ME2574'REFERENCE MARK 3 IS 58 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2574'LANE OF U.S.  HIGHWAY 30, 55 FEET EAST OF THE WITNESS POST AND 18 FEET
 ME2574'EAST OF THE CENTERLINE OF THE DIRT ROAD NORTH.  THE MONUMENT PROJECTS
 ME2574'2 INCHES AND THE DISK IS STAMPED SHERERVILLE 1952 NO 3 1968.
 ME2574'
 ME2574'THE AZIMUTH MARK IS 27 FEET SOUTHEAST OF A 10 INCH TREE, 10 FEET SOUTH
 ME2574'OF A 20 INCH TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2574'
 ME2574'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
 ME2574
 ME2574                          STATION RECOVERY (1984)
 ME2574
 ME2574'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (CW)
 ME2574'SHERERVILLE 1952 RECOVERED GOOD.  SHERERVILLE 1952 (AZIM) RECOVERED
 ME2574'GOOD.  SHERERVILLE NO 2 1952 RECOVERED GOOD.  SHERERVILLE 1952 NO 3
 ME2574'1968 RECOVERED GOOD.
 ME2574
 ME2574                          STATION RECOVERY (1985)
 ME2574
 ME2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 ME2574'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WAS RECOVERED
 ME2574'IN GOOD CONDITION.  DUE TO OFFICE BUILDING CONSTRUCTION THE AZIMUTH
 ME2574'MARK HAD TO BE RELOCATED.  REFERENCE MARK 2 WAS DESTROYED BY ROAD
 ME2574'CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 CHECKED
 ME2574'THE 1968 DATA.  A NEW REFERENCE MARK 4 AND AZIMUTH MARK 2 WAS
 ME2574'ESTABLISHED AT THIS TIME.  THE TO REACH FOR THIS STATION IS STILL
 ME2574'ADEQUATE.  A TRAVERSE CONNECTION WAS MADE TO AZIMUTH MARKS 1 AND 2
 ME2574'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  AZIMUTH MARK 1 WAS
 ME2574'DESTROYED AFTER A DIRECTION WAS TURNED TO THE NEW AZIMUTH MARK 2.
 ME2574'
 ME2574'THE STATION IS A STANDARD CGS DISK STAMPED,---SHERERVILLE 1952---,
 ME2574'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME2574'DIAMETER, RECESSED, 3 INCHES (9 CM) BELOW THE GROUND.  THE STATION IS
 ME2574'LOCATED 17.069 METERS (56.001 FT) NORTH FROM THE CENTERLINE OF WEST
 ME2574'BOUND LANES OF U.S HWY 30, 11.582 METERS (37.999 FT) WEST FROM THE
 ME2574'CENTERLINE OF FIELD ENTRANCE ROAD, 3.657 METERS (11.998 FT) SOUTH FROM
 ME2574'A CONCRETE RIGHT-OF-WAY MARKER, 3.353 METERS (11.001 FT) SOUTHEAST
 ME2574'FROM AN EIGHT INCH CHERRY TREE AND 0.305 METERS (1.001 FT) SOUTH FROM
 ME2574'A METAL WITNESS POST AND SIGN.
 ME2574'
 ME2574'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED,
 ME2574'---SHERERVILLE 1952 NO 3 1968---, SET INTO THE TOP OF A SQUARE
 ME2574'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 ME2574'THE STATION IS LOCATED 17.678 METERS (57.999 FT) NORTH FROM THE
 ME2574'CENTERLINE OF THE WEST BOUND LANE OF HWY 30, 7.315 METERS (23.999 FT)
 ME2574'SOUTH FROM THE CENTER SUPPORT POLE OF A LARGE BILL BOARD SIGN, AND
 ME2574'5.486 METERS (17.999 FT) EAST FROM THE CENTERLINE OF FIELD ENTRANCE
 ME2574'ROAD, AND 0.3 METERS (1.0 FT) ABOVE THE STATION.
 ME2574'
 ME2574'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,
 ME2574'---SHERERVILLE 1952 NO 4 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2574'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND. THE
 ME2574'STATION IS LOCATED 21.641 METERS (71.001 FT) NORTH FROM THE CENTERLINE
 ME2574'OF THE WEST BOUND LANES OF HWY 30, 3.200 METERS (10.499 FT) NORTHEAST
 ME2574'FROM THE CHERRY TREE AND 0.305 METERS (1.001 FT) SOUTH FROM THE SOUTH
 ME2574'ONE OF SEVEN SUPPORT POLES FOR A LARGE BILLBOARD SIGN, AND 0.3 METERS
 ME2574'(1.0 FT) ABOVE THE STATION.
 ME2574'
 ME2574'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED,
 ME2574'---SHERERVILLE 1952 NO 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2574'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2574'STATION IS LOCATED 19.812 METERS (65.000 FT) SOUTH FROM THE CENTERLINE
 ME2574'OF THE EAST BOUND LANES OF HIGHWAY 30, 81.686 METERS (267.998 FT) EAST
 ME2574'FROM THE CENTERLINE OF BURR STREET, AND 0.610 METERS (2.001 FT) NORTH
 ME2574'FROM A UTILITY POLE NUMBER (N.I.P.S.C.O 92/594) AND A WITNESS POST.
 ME2574'
 ME2574'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S HIGHWAY 30
 ME2574'FOR 0.25 MILES (0.40 KM) TO MARK ON RIGHT AS DESCRIBED.
 ME2574
 ME2574                          STATION RECOVERY (2007)
 ME2574
 ME2574'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1935 ***********************************************************************
 KA1935  DESIGNATION -  SHERMAN
 KA1935  PID         -  KA1935
 KA1935  STATE/COUNTY-  IN/MARION
 KA1935  COUNTRY     -  US
 KA1935  USGS QUAD   -  BEECH GROVE (2019)
 KA1935
 KA1935                         *CURRENT SURVEY CONTROL
 KA1935  ______________________________________________________________________
 KA1935* NAD 83(1997) POSITION- 39 43 24.11147(N) 086 06 05.93926(W)   ADJUSTED
 KA1935* NAVD 88 ORTHO HEIGHT -   240.86  (+/-2cm)      790.2   (feet) VERTCON3
 KA1935  ______________________________________________________________________
 KA1935  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 KA1935  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 KA1935  HORZ ORDER      -  SECOND
 KA1935  VERT ORDER      -  THIRD ? (See Below)
 KA1935
 KA1935.The horizontal coordinates were established by classical geodetic methods
 KA1935.and adjusted by the National Geodetic Survey in May 1999.
 KA1935
 KA1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1935
 KA1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1935.GEOID18 height accuracy estimate available here.
 KA1935
 KA1935.The vertical order pertains to the NGVD 29 superseded value.
 KA1935
 KA1935.Click photographs - Photos may exist for this station.
 KA1935
 KA1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1935
 KA1935. The following values were computed from the NAD 83(1997) position.
 KA1935
 KA1935;                    North         East     Units Scale Factor Converg.
 KA1935;SPC IN E     -   496,893.723    62,706.831   MT  0.99998378   -0 16 40.8
 KA1935;SPC IN E     - 1,630,225.49    205,730.66   sFT  0.99998378   -0 16 40.8
 KA1935;UTM  16      - 4,397,439.854   576,992.035   MT  0.99967298   +0 34 26.9
 KA1935
 KA1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1935!SPC IN E     -   0.99996748  x   0.99998378  =   0.99995126
 KA1935!UTM  16      -   0.99996748  x   0.99967298  =   0.99964047
 KA1935
 KA1935:                Primary Azimuth Mark                     Grid Az
 KA1935:SPC IN E     -  KERK                                     269 32 34.7
 KA1935:UTM  16      -  KERK                                     268 41 27.0
 KA1935
 KA1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7699297439(NAD 83)
 KA1935
 KA1935|---------------------------------------------------------------------|
 KA1935| PID    Reference Object                     Distance      Geod. Az  |
 KA1935|                                                           dddmmss.s |
 KA1935| CD1230 SHERMAN RM                            9.475 METERS 10728     |
 KA1935| KA1931 KERK                                APPROX. 1.5 KM 2691553.9 |
 KA1935|---------------------------------------------------------------------|
 KA1935
 KA1935                          SUPERSEDED SURVEY CONTROL
 KA1935
 KA1935  NAD 83(1986)-  39 43 24.11370(N)    086 06 05.96358(W) AD(       ) 2
 KA1935  NAD 27      -  39 43 23.95500(N)    086 06 06.01800(W) AD(       ) 2
 KA1935  USSD        -  39 43 24.01300(N)    086 06 05.78100(W) AD(       ) 3
 KA1935  NGVD 29             240.98   (m)          790.6    (f) LEVELING    3  
 KA1935
 KA1935.Superseded values are not recommended for survey control.
 KA1935
 KA1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1935.See file dsdata.pdf to determine how the superseded data were derived.
 KA1935
 KA1935_MARKER: DS = TRIANGULATION STATION DISK
 KA1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1935_STAMPING: SHERMAN 1920
 KA1935_MARK LOGO: CGS
 KA1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1935+STABILITY: SURFACE MOTION
 KA1935
 KA1935  HISTORY     - Date     Condition        Report By
 KA1935  HISTORY     - 1920     MONUMENTED       CGS
 KA1935  HISTORY     - 1935     GOOD             CGS
 KA1935  HISTORY     - 1939     GOOD             CGS
 KA1935  HISTORY     - 1975     GOOD             LOCSUR
 KA1935
 KA1935                          STATION DESCRIPTION
 KA1935
 KA1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1935'AT THE NE CORNER OF THE INTERSECTION OF TROY STREET AND SHERMAN
 KA1935'DRIVE, 4.03 METERS, 13.22 FEET, FROM THE SE CORNER OF THE
 KA1935'SIDEWALK. THE STATION IS MARKED BY A BRONZE TABLET SET IN THE
 KA1935'CONCRETE ROAD. THE REFERENCE MARK IS A BRONZE TABLET SET IN
 KA1935'CONCRETE, S 72 DEG 32 MIN E.  THE REFERENCE MARK IS 0.3 METER,
 KA1935'0.98 FOOT, N OF THE SIDEWALK ON TROY STREET, 9.475 METERS,
 KA1935'31.09 FEET, FROM THE STATION. THE CENTER OF
 KA1935'A MANHOLE IS 18.315 METERS, 60.09 FEET, FROM THE STATION
 KA1935'AND THE TOP OF A FIRE PLUG IS 6.50 METERS,
 KA1935'21.33 FEET FROM IT, S 6 DEG 39 MIN E.
 KA1935
 KA1935                          STATION RECOVERY (1935)
 KA1935
 KA1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1935'STATION MARK AND REFERENCE MARK RECOVERED. FOUND IN GOOD CONDITION.
 KA1935'ORIGINAL DESCRIPTION GOOD.
 KA1935'
 KA1935'NOTE--THIS STATION TO BE CONNECTED FROM TRIANGULATION STATION
 KA1935'QUIGLEY. SEE DESCRIPTION OF STATION QUIGLEY.
 KA1935
 KA1935                          STATION RECOVERY (1939)
 KA1935
 KA1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1935'STATION RECOVERED AS DESCRIBED BY J.S.B. 1920. STATION AND REFERENCE
 KA1935'MARK FOUND IN GOOD CONDITION AND OLD DESCRIPTION IS GOOD.
 KA1935'CONNECTED BY TRAVERSE TO STATION QUIGLEY, DISTANCE 22.356 METERS.
 KA1935
 KA1935                          STATION RECOVERY (1975)
 KA1935
 KA1935'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1935'SHERMAN RECOVERED IN GOOD CONDITION.
 KA1935'
 KA1935'1939 RECOVERED IN GOOD CONDITION.
 KA1935'
 KA1935'REFERENCE MARK DESTROYED DURING INTERSECTION IMPROVEMENT.
 KA1935'
 KA1935'DISTANCE AND DIRECTION FROM NEAREST TOWN--BEECH GROVE CITY LIMITS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1779 ***********************************************************************
 KA1779  DESIGNATION -  SHIRKIE
 KA1779  PID         -  KA1779
 KA1779  STATE/COUNTY-  IN/VIGO
 KA1779  COUNTRY     -  US
 KA1779  USGS QUAD   -  NEW GOSHEN (2019)
 KA1779
 KA1779                         *CURRENT SURVEY CONTROL
 KA1779  ______________________________________________________________________
 KA1779* NAD 83(1997) POSITION- 39 35 35.25026(N) 087 29 58.16485(W)   ADJUSTED
 KA1779* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 KA1779  ______________________________________________________________________
 KA1779  GEOID HEIGHT    -        -32.544 (meters)                     GEOID18
 KA1779  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 KA1779  HORZ ORDER      -  FIRST
 KA1779
 KA1779.The horizontal coordinates were established by classical geodetic methods
 KA1779.and adjusted by the National Geodetic Survey in May 1999.
 KA1779
 KA1779.The orthometric height was scaled from a topographic map.
 KA1779
 KA1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1779.GEOID18 height accuracy estimate available here.
 KA1779
 KA1779.Click photographs - Photos may exist for this station.
 KA1779
 KA1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1779
 KA1779. The following values were computed from the NAD 83(1997) position.
 KA1779
 KA1779;                    North         East     Units Scale Factor Converg.
 KA1779;SPC IN W     -   482,426.261   864,253.869   MT  0.99998239   -0 15 54.8
 KA1779;SPC IN W     - 1,582,760.16  2,835,472.90   sFT  0.99998239   -0 15 54.8
 KA1779;UTM  16      - 4,382,718.818   457,111.586   MT  0.99962265   -0 19 06.0
 KA1779
 KA1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1779!SPC IN W     -   0.99997498  x   0.99998239  =   0.99995738
 KA1779!UTM  16      -   0.99997498  x   0.99962265  =   0.99959764
 KA1779
 KA1779:                Primary Azimuth Mark                     Grid Az
 KA1779:SPC IN W     -  SHIRKIE AZ MK                            331 33 53.6
 KA1779:UTM  16      -  SHIRKIE AZ MK                            331 37 04.8
 KA1779
 KA1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5711182718(NAD 83)
 KA1779
 KA1779|---------------------------------------------------------------------|
 KA1779| PID    Reference Object                     Distance      Geod. Az  |
 KA1779|                                                           dddmmss.s |
 KA1779| CM4575 SHIRKIE RM 1                         39.222 METERS 03847     |
 KA1779| CM4576 SHIRKIE RM 2                         34.442 METERS 31648     |
 KA1779| CM4574 SHIRKIE AZ MK                                      3311758.8 |
 KA1779|---------------------------------------------------------------------|
 KA1779
 KA1779                          SUPERSEDED SURVEY CONTROL
 KA1779
 KA1779  NAD 83(1986)-  39 35 35.25728(N)    087 29 58.15553(W) AD(       ) 1
 KA1779  NAD 27      -  39 35 35.13520(N)    087 29 58.07570(W) AD(       ) 1
 KA1779
 KA1779.Superseded values are not recommended for survey control.
 KA1779
 KA1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1779.See file dsdata.pdf to determine how the superseded data were derived.
 KA1779
 KA1779_MARKER: DS = TRIANGULATION STATION DISK
 KA1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1779_STAMPING: SHIRKIE 1947
 KA1779_MARK LOGO: CGS
 KA1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1779+STABILITY: SURFACE MOTION
 KA1779
 KA1779  HISTORY     - Date     Condition        Report By
 KA1779  HISTORY     - 1947     MONUMENTED       CGS
 KA1779
 KA1779                          STATION DESCRIPTION
 KA1779
 KA1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1779'THE STATION IS LOCATED 0.5 MILES SOUTH OF SHIRKIEVILLE ON PROPERTY
 KA1779'OWNED BY MR. JOHN HOLLINGSWORTH. IT IS 99 FEET EAST OF THE
 KA1779'APPROXIMATE CENTERLINE OF A BLACK TOP ROAD, 32 FEET NORTHEAST OF THE
 KA1779'NORTHEAST CORNER OF MR. HOLLINGSWORTHS HOUSE, 5 FEET
 KA1779'EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE. THE MARK
 KA1779'PROJECTS 4 INCHES, AND THE DISK IS STAMPED SHIRKIE 1947.
 KA1779'
 KA1779'REFERENCE MARK NO. 1 IS 128.68 FEET NORTHEAST OF THE STATION, 96 FEET
 KA1779'NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF A FENCE. THE MARK
 KA1779'PROJECTS 3 INCHES, AND THE DISK IS STAMPED SHIRKIE NO 1 1947.
 KA1779'
 KA1779'REFERENCE MARK NO. 2 IS 113.00 FEET NORTHWEST OF THE STATION, 82 FEET
 KA1779'NORTH OF A FENCE CORNER, 17 FEET EAST OF THE APPROXIMATE
 KA1779'CENTERLINE OF THE BLACK TOP ROAD, AND 2 FEET EAST OF A FENCE. THE
 KA1779'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED SHIRKIE NO 2 1947.
 KA1779'
 KA1779'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH-NORTHWEST OF THE
 KA1779'STATION, 35 FEET EAST OF FENCE CORNER, 26 FEET SOUTH OF THE
 KA1779'CENTERLINE OF U.S. HIGHWAY 150, 2 FEET SOUTHEAST OF A WITNESS POST,
 KA1779'AND 2 FEET NORTHEAST OF A TELEPHONE POLE. THE MARK PROJECTS 3
 KA1779'INCHES, AND THE DISK IS STAMPED SHIRKIE 1947.
 KA1779'
 KA1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND A
 KA1779'BLACK TOP ROAD AT THE JOLLY INN HOTEL IN SHIRKIEVILLE,
 KA1779'GO SOUTH ON THE BLACK TOP ROAD FOR 0.5 MILE TO THE STATION ON THE
 KA1779'LEFT.
 KA1779'
 KA1779'TO REACH THE AZIMUTH MARK FROM THE JOLLY INN HOTEL IN SHIRKIEVILLE,
 KA1779'GO WEST ON U.S. HIGHWAY 150 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 KA1779'THE LEFT.
 KA1779'
 KA1779'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1918 ***********************************************************************
 JA1918  DESIGNATION -  SHOALS
 JA1918  PID         -  JA1918
 JA1918  STATE/COUNTY-  IN/MARTIN
 JA1918  COUNTRY     -  US
 JA1918  USGS QUAD   -  SHOALS (2019)
 JA1918
 JA1918                         *CURRENT SURVEY CONTROL
 JA1918  ______________________________________________________________________
 JA1918* NAD 83(1997) POSITION- 38 37 38.67019(N) 086 46 35.24779(W)   ADJUSTED
 JA1918* NAVD 88 ORTHO HEIGHT -   245.65  (+/-2cm)      805.9   (feet) VERTCON3
 JA1918  ______________________________________________________________________
 JA1918  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 JA1918  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 JA1918  HORZ ORDER      -  SECOND
 JA1918  VERT ORDER      -  THIRD ? (See Below)
 JA1918
 JA1918.The horizontal coordinates were established by classical geodetic methods
 JA1918.and adjusted by the National Geodetic Survey in May 1999.
 JA1918
 JA1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1918
 JA1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1918.GEOID18 height accuracy estimate available here.
 JA1918
 JA1918.The vertical order pertains to the NGVD 29 superseded value.
 JA1918
 JA1918.Click photographs - Photos may exist for this station.
 JA1918
 JA1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1918
 JA1918. The following values were computed from the NAD 83(1997) position.
 JA1918
 JA1918;                    North         East     Units Scale Factor Converg.
 JA1918;SPC IN W     -   375,180.229   926,721.524   MT  0.99997546   +0 11 29.6
 JA1918;SPC IN W     - 1,230,903.80  3,040,418.87   sFT  0.99997546   +0 11 29.6
 JA1918;UTM  16      - 4,275,454.710   519,458.037   MT  0.99960466   +0 08 22.4
 JA1918
 JA1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1918!SPC IN W     -   0.99996661  x   0.99997546  =   0.99994207
 JA1918!UTM  16      -   0.99996661  x   0.99960466  =   0.99957128
 JA1918
 JA1918:                Primary Azimuth Mark                     Grid Az
 JA1918:SPC IN W     -  SHOALS AZ MK                             021 59 16.7
 JA1918:UTM  16      -  SHOALS AZ MK                             022 02 23.9
 JA1918
 JA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1945875454(NAD 83)
 JA1918
 JA1918|---------------------------------------------------------------------|
 JA1918| PID    Reference Object                     Distance      Geod. Az  |
 JA1918|                                                           dddmmss.s |
 JA1918| CG9934 SHOALS RM 2                          23.652 METERS 00953     |
 JA1918| JA1919 SHOALS AZ MK                        APPROX. 0.7 KM 0221046.3 |
 JA1918| CG9933 SHOALS RM 1                          48.377 METERS 12807     |
 JA1918| CG9935 SHOALS RM 3                          48.381 METERS 12808     |
 JA1918| JA1917 SHOALS LOOKOUT TOWER                 11.540 METERS 27116     |
 JA1918|---------------------------------------------------------------------|
 JA1918
 JA1918                          SUPERSEDED SURVEY CONTROL
 JA1918
 JA1918  NAD 83(1986)-  38 37 38.67704(N)    086 46 35.24993(W) AD(       ) 2
 JA1918  NAD 27      -  38 37 38.49200(N)    086 46 35.25700(W) AD(       ) 2
 JA1918  NGVD 29             245.78   (m)          806.4    (f) LEVELING    3  
 JA1918
 JA1918.Superseded values are not recommended for survey control.
 JA1918
 JA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1918.See file dsdata.pdf to determine how the superseded data were derived.
 JA1918
 JA1918_MARKER: DS = TRIANGULATION STATION DISK
 JA1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1918_STAMPING: SHOALS 1946
 JA1918_MARK LOGO: CGS
 JA1918_PROJECTION: FLUSH
 JA1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1918+STABILITY: SURFACE MOTION
 JA1918
 JA1918  HISTORY     - Date     Condition        Report By
 JA1918  HISTORY     - 1946     MONUMENTED       CGS
 JA1918  HISTORY     - 1967     GOOD             CGS
 JA1918
 JA1918                          STATION DESCRIPTION
 JA1918
 JA1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1918'THIS STATION IS ABOUT 3 MILES SOUTH SOUTHEAST OF SHOALS ON PROPERTY
 JA1918'OWNED BY THE FOREST SERVICE.  THE STATION MARK IS 37.85 FEET EAST OF
 JA1918'THE CENTER OF SHOALS LOOKOUT TOWER AND 125 FEET SOUTH OF THE SOUTHEAST
 JA1918'CORNER OF THE RANGERS HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1918'THE DISK IS STAMPED SHOALS 1946.
 JA1918'
 JA1918'REFERENCE MARK NO 1 IS 158.72 FEET SOUTHEAST OF THE STATION, 75 FEET
 JA1918'NORTH OF A 60-INCH OAK TREE AND 30 FEET WEST OF A GRAVEL ROAD, IN THE
 JA1918'EAST SIDE OF A FIELD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1918'STAMPED SHOALS NO 1 1946.
 JA1918'
 JA1918'REFERENCE MARK NO 2 IS 77.59 FEET NORTH OF THE STATION AND 50 FEET
 JA1918'SOUTHEAST OF THE RANGERS HOUSE, IN THE EDGE OF A WOODS.  THE MARK
 JA1918'PROJECTS 6 INCHES AND THE DISK IS STAMPED SHOALS NO 2 1946.
 JA1918'
 JA1918'AZIMUTH MARK IS NORTH OF THE STATION, 64 FEET SOUTH OF THE CENTERLINE
 JA1918'OF U S HIGHWAY 150, 6 FEET WEST OF A WHITE WITNESS POST AND 4 FEET
 JA1918'SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1918'SHOALS 1946.
 JA1918'
 JA1918'TO REACH FROM THE STEEL HIGHWAY BRIDGE IN SHOALS, GO SOUTHEASTERLY ON
 JA1918'U S HIGHWAY 150 FOR 2.6 MILES TO A GRAVEL SIDE ROAD RIGHT AT A WIDE
 JA1918'CURVE, TURN RIGHT AND GO 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 JA1918'AHEAD FOR 0.5 MILE TO SHOALS LOOKOUT TOWER AND THE STATION ON THE
 JA1918'RIGHT AT HIGHEST POINT IN VICINITY.
 JA1918'
 JA1918'TO REACH THE AZIMUTH MARK FROM THIS CROSSROADS, GO EAST FOR 0.15 MILE
 JA1918'TO JUNCTION WITH U S HIGHWAY 150 AND THE MARK ON RIGHT AT TOP OF HIGH
 JA1918'BANK.
 JA1918'
 JA1918'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1918
 JA1918                          STATION RECOVERY (1967)
 JA1918
 JA1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1918'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 JA1918'GOOD CONDITION.  THE TOP 3 INCHES AND THE DISK OF REFERENCE MARK 1 WAS
 JA1918'FOUND BROKEN OFF.  A REFERENCE MARK 3 WAS ESTABLISHED USING THE SAME
 JA1918'MONUMENT.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE RANGER HOUSE
 JA1918'HAS BEEN REMOVED AND THE LOOKOUT TOWER IS NO LONGER IN USE.  THE
 JA1918'PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW CHANGES.
 JA1918'
 JA1918'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA1918'
 JA1918'REFERENCE MARK 2 IS 21 FEET NORTH NORTHWEST OF AN 8 INCH CEDAR TREE
 JA1918'AND 18 FEET EAST OF A TRACK ROAD.
 JA1918'
 JA1918'REFERENCE MARK 3 IS 75 FEET NORTH OF A LARGE OAK TREE, 30 FEET WEST OF
 JA1918'THE CENTERLINE OF A PAVED ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS
 JA1918'POST.  THE MONUMENT IS FLUSH AND DISK IS STAMPED SHOALS 1946 NO 3
 JA1918'1967.
 JA1918'
 JA1918'THE AZIMUTH MARK IS 64 FEET SOUTH OF THE JUNCTION OF U S HIGHWAY 150
 JA1918'AND STATE HIGHWAY 550 AND 1 FOOT SOUTHWEST OF A METAL WITMESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1919 ***********************************************************************
 JA1919  DESIGNATION -  SHOALS AZ MK
 JA1919  PID         -  JA1919
 JA1919  STATE/COUNTY-  IN/MARTIN
 JA1919  COUNTRY     -  US
 JA1919  USGS QUAD   -  SHOALS (2019)
 JA1919
 JA1919                         *CURRENT SURVEY CONTROL
 JA1919  ______________________________________________________________________
 JA1919* NAD 83(1997) POSITION- 38 37 59.63163(N) 086 46 24.35305(W)   ADJUSTED
 JA1919* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 JA1919  ______________________________________________________________________
 JA1919  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 JA1919  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 JA1919  HORZ ORDER      -  THIRD
 JA1919
 JA1919.The horizontal coordinates were established by classical geodetic methods
 JA1919.and adjusted by the National Geodetic Survey in May 1999.
 JA1919
 JA1919.The orthometric height was scaled from a topographic map.
 JA1919
 JA1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1919.GEOID18 height accuracy estimate available here.
 JA1919
 JA1919.Click photographs - Photos may exist for this station.
 JA1919
 JA1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1919
 JA1919. The following values were computed from the NAD 83(1997) position.
 JA1919
 JA1919;                    North         East     Units Scale Factor Converg.
 JA1919;SPC IN W     -   375,827.455   926,982.862   MT  0.99997563   +0 11 36.5
 JA1919;SPC IN W     - 1,233,027.24  3,041,276.27   sFT  0.99997563   +0 11 36.5
 JA1919;UTM  16      - 4,276,101.458   519,719.866   MT  0.99960479   +0 08 29.2
 JA1919
 JA1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1919!SPC IN W     -   0.99997411  x   0.99997563  =   0.99994974
 JA1919!UTM  16      -   0.99997411  x   0.99960479  =   0.99957891
 JA1919
 JA1919:                Primary Azimuth Mark                     Grid Az
 JA1919:SPC IN W     -  SHOALS                                   201 59 16.6
 JA1919:UTM  16      -  SHOALS                                   202 02 23.9
 JA1919
 JA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1971976101(NAD 83)
 JA1919
 JA1919|---------------------------------------------------------------------|
 JA1919| PID    Reference Object                     Distance      Geod. Az  |
 JA1919|                                                           dddmmss.s |
 JA1919| JA1920 SHOALS 1946 AZ MK TEMP              174.788 METERS 13343     |
 JA1919| JA1918 SHOALS                              APPROX. 0.7 KM 2021053.1 |
 JA1919|---------------------------------------------------------------------|
 JA1919
 JA1919                          SUPERSEDED SURVEY CONTROL
 JA1919
 JA1919  NAD 83(1986)-  38 37 59.63837(N)    086 46 24.35520(W) AD(       ) 3
 JA1919  NAD 27      -  38 37 59.45400(N)    086 46 24.36200(W) AD(       ) 3
 JA1919
 JA1919.Superseded values are not recommended for survey control.
 JA1919
 JA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1919.See file dsdata.pdf to determine how the superseded data were derived.
 JA1919
 JA1919_MARKER: DR = REFERENCE MARK DISK
 JA1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1919_STAMPING: SHOALS 1946
 JA1919_MARK LOGO: CGS
 JA1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1919+STABILITY: SURFACE MOTION
 JA1919
 JA1919  HISTORY     - Date     Condition        Report By
 JA1919  HISTORY     - 1946     MONUMENTED       CGS
 JA1919
 JA1919                          STATION DESCRIPTION
 JA1919
 JA1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1919'THIS STATION IS 2.7 MILES SOUTHEAST OF THE STEEL HIGHWAY BRIDGE IN
 JA1919'SHOALS, BY WAY OF U S
 JA1919'HIGHWAY 150.  THE MARK IS 64 FEET SOUTH OF THE CENTERLINE
 JA1919'OF THE HIGHWAY, 6 FEET WEST
 JA1919'OF A WHITE WITNESS POST, AND 4 FEET SOUTH
 JA1919'OF A FENCE, AT THE TOP OF A HIGH BANK.  THE
 JA1919'MARK PROJECTS 6 INCHES
 JA1919'AND THE DISK IS STAMPED SHOALS 1946.
 JA1919'
 JA1919'STATION SHOALS IS THE AZIMUTH MARK FOR THIS STATION, AND IS
 JA1919'APPROXIMATELY 0.5 MILE
 JA1919'SOUTH, ABOUT 38 FEET EAST OF THE CENTER OF THE SHOALS LOOKOUT
 JA1919'TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1917 ***********************************************************************
 JA1917  DESIGNATION -  SHOALS LOOKOUT TOWER
 JA1917  PID         -  JA1917
 JA1917  STATE/COUNTY-  IN/MARTIN
 JA1917  COUNTRY     -  US
 JA1917  USGS QUAD   -  SHOALS (2019)
 JA1917
 JA1917                         *CURRENT SURVEY CONTROL
 JA1917  ______________________________________________________________________
 JA1917* NAD 83(1997) POSITION- 38 37 38.67847(N) 086 46 35.72476(W)   ADJUSTED
 JA1917  ______________________________________________________________________
 JA1917  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 JA1917  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 JA1917  HORZ ORDER      -  THIRD
 JA1917
 JA1917.The horizontal coordinates were established by classical geodetic methods
 JA1917.and adjusted by the National Geodetic Survey in May 1999.
 JA1917
 JA1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1917.GEOID18 height accuracy estimate available here.
 JA1917
 JA1917.Click photographs - Photos may exist for this station.
 JA1917
 JA1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1917
 JA1917. The following values were computed from the NAD 83(1997) position.
 JA1917
 JA1917;                    North         East     Units Scale Factor Converg.
 JA1917;SPC IN W     -   375,180.445   926,709.987   MT  0.99997545   +0 11 29.4
 JA1917;SPC IN W     - 1,230,904.51  3,040,381.02   sFT  0.99997545   +0 11 29.4
 JA1917;UTM  16      - 4,275,454.937   519,446.504   MT  0.99960466   +0 08 22.1
 JA1917
 JA1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1944675454(NAD 83)
 JA1917
 JA1917                          SUPERSEDED SURVEY CONTROL
 JA1917
 JA1917  NAD 83(1986)-  38 37 38.68501(N)    086 46 35.72691(W) AD(       ) 3
 JA1917  NAD 27      -  38 37 38.50000(N)    086 46 35.73400(W) AD(       ) 3
 JA1917
 JA1917.Superseded values are not recommended for survey control.
 JA1917
 JA1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1917.See file dsdata.pdf to determine how the superseded data were derived.
 JA1917
 JA1917_MARKER: 57 = LOOKOUT TOWER
 JA1917
 JA1917  HISTORY     - Date     Condition        Report By
 JA1917  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1917
 JA1917                          STATION DESCRIPTION
 JA1917
 JA1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1917'THE STATION IS APEX OF THE ROOF OF THE LOOKOUT TOWER, LOCATED ABOUT 3
 JA1917'MILES
 JA1917'SOUTH-SOUTHEAST OF SHOALS ON PROPERTY OWNED BY THE FOREST
 JA1917'SERVICE.  IT WAS LOCATED
 JA1917'BY TRAVERSE FROM TRIANGULATION STATION
 JA1917'SHOALS, AND IS 11.54 METERS WEST OF THE
 JA1917'STATION.  THE LOOKOUT TOWER
 JA1917'IS OF FOUR LEG STEEL CONSTRUCTION AND IS 108 FEET HIGH.
 JA1917'
 JA1917'TO REACH FROM THE STEEL HIGHWAY BRIDGE IN SHOALS, GO SOUTHEASTERLY ON
 JA1917'U S HIGHWAY 150 FOR
 JA1917'2.6 MILES TO A GRAVEL SIDE ROAD RIGHT AT A WIDE
 JA1917'CURVE, TURN RIGHT AND GO 0.1 MILE
 JA1917'TO A CROSSROAD, CONTINUE STRAIGHT
 JA1917'AHEAD FOR 0.5 MILE TO THE LOOKOUT TOWER ON THE RIGHT
 JA1917'IN THE FRONT
 JA1917'YARD OF A RANGERS CABIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2391 ***********************************************************************
 LB2391  DESIGNATION -  SHOPE
 LB2391  PID         -  LB2391
 LB2391  STATE/COUNTY-  IN/CASS
 LB2391  COUNTRY     -  US
 LB2391  USGS QUAD   -  ONWARD (2019)
 LB2391
 LB2391                         *CURRENT SURVEY CONTROL
 LB2391  ______________________________________________________________________
 LB2391* NAD 83(1997) POSITION- 40 38 08.18278(N) 086 13 27.17946(W)   ADJUSTED
 LB2391* NAVD 88 ORTHO HEIGHT -   244.05  (+/-2cm)      800.7   (feet) VERTCON3
 LB2391  ______________________________________________________________________
 LB2391  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 LB2391  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB2391  HORZ ORDER      -  SECOND
 LB2391  VERT ORDER      -  THIRD ? (See Below)
 LB2391
 LB2391.The horizontal coordinates were established by classical geodetic methods
 LB2391.and adjusted by the National Geodetic Survey in May 1999.
 LB2391
 LB2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2391
 LB2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2391.GEOID18 height accuracy estimate available here.
 LB2391
 LB2391.The vertical order pertains to the NGVD 29 superseded value.
 LB2391
 LB2391.Click photographs - Photos may exist for this station.
 LB2391
 LB2391.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2391
 LB2391. The following values were computed from the NAD 83(1997) position.
 LB2391
 LB2391;                    North         East     Units Scale Factor Converg.
 LB2391;SPC IN E     -   598,242.940    52,834.503   MT  0.99999404   -0 21 47.2
 LB2391;SPC IN E     - 1,962,735.38    173,341.20   sFT  0.99999404   -0 21 47.2
 LB2391;UTM  16      - 4,498,596.437   565,602.888   MT  0.99965297   +0 30 18.9
 LB2391
 LB2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2391!SPC IN E     -   0.99996710  x   0.99999404  =   0.99996114
 LB2391!UTM  16      -   0.99996710  x   0.99965297  =   0.99962008
 LB2391
 LB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6560298596(NAD 83)
 LB2391
 LB2391|---------------------------------------------------------------------|
 LB2391| PID    Reference Object                     Distance      Geod. Az  |
 LB2391|                                                           dddmmss.s |
 LB2391| CD1231 SHOPE RM                              9.135 METERS 03101     |
 LB2391|---------------------------------------------------------------------|
 LB2391
 LB2391                          SUPERSEDED SURVEY CONTROL
 LB2391
 LB2391  NAD 83(1986)-  40 38 08.18579(N)    086 13 27.18918(W) AD(       ) 2
 LB2391  NAD 27      -  40 38 08.05080(N)    086 13 27.19110(W) AD(       ) 2
 LB2391  USSD        -  40 38 08.06600(N)    086 13 27.05700(W) AD(       ) 3
 LB2391  NGVD 29             244.17   (m)          801.1    (f) LEVELING    3  
 LB2391
 LB2391.Superseded values are not recommended for survey control.
 LB2391
 LB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2391.See file dsdata.pdf to determine how the superseded data were derived.
 LB2391
 LB2391_MARKER: DS = TRIANGULATION STATION DISK
 LB2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2391_STAMPING: SHOPE 1920
 LB2391_MARK LOGO: CGS
 LB2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2391+STABILITY: SURFACE MOTION
 LB2391
 LB2391  HISTORY     - Date     Condition        Report By
 LB2391  HISTORY     - 1920     MONUMENTED       CGS
 LB2391  HISTORY     - 1946     MARK NOT FOUND   CGS
 LB2391
 LB2391                          STATION DESCRIPTION
 LB2391
 LB2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2391'ABOUT 2 MILES S OF WALTON, ON THE E SIDE OF THE PENNSYLVANIA RAILROAD
 LB2391'TRACKS, 325 YARDS N OF MILEPOST C 170, 100 YARDS N OF THE ROAD
 LB2391'CROSSING AT SHOPE INTERURBAN STATION, 3.225 METERS (10.58 FEET)
 LB2391'E OF E AND NEAREST RAIL.  THE STATION, UNDERGROUND, AND REFERENCE
 LB2391'MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.  THE
 LB2391'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 9.135 METERS (29.97
 LB2391'FEET) FROM THE STATION N 31 DEG 01 MIN E.
 LB2391
 LB2391                          STATION RECOVERY (1946)
 LB2391
 LB2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB2391'A CAREFUL SEARCH FAILED TO RECOVER STATION.  IT IS THOUGHT THAT
 LB2391'MARKS HAVE BEEN DESTROYED BY GRADING DONE BY THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1685 ***********************************************************************
 JA1685  DESIGNATION -  SHORTS
 JA1685  PID         -  JA1685
 JA1685  STATE/COUNTY-  IN/WASHINGTON
 JA1685  COUNTRY     -  US
 JA1685  USGS QUAD   -  SALEM (2019)
 JA1685
 JA1685                         *CURRENT SURVEY CONTROL
 JA1685  ______________________________________________________________________
 JA1685* NAD 83(1997) POSITION- 38 30 03.07057(N) 086 06 01.70282(W)   ADJUSTED
 JA1685* NAVD 88 ORTHO HEIGHT -   245.84  (+/-2cm)      806.6   (feet) VERTCON3
 JA1685  ______________________________________________________________________
 JA1685  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 JA1685  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 JA1685  HORZ ORDER      -  SECOND
 JA1685  VERT ORDER      -  THIRD ? (See Below)
 JA1685
 JA1685.The horizontal coordinates were established by classical geodetic methods
 JA1685.and adjusted by the National Geodetic Survey in May 1999.
 JA1685
 JA1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1685
 JA1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1685.GEOID18 height accuracy estimate available here.
 JA1685
 JA1685.The vertical order pertains to the NGVD 29 superseded value.
 JA1685
 JA1685.Click photographs - Photos may exist for this station.
 JA1685
 JA1685.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1685
 JA1685. The following values were computed from the NAD 83(1997) position.
 JA1685
 JA1685;                    North         East     Units Scale Factor Converg.
 JA1685;SPC IN E     -   361,176.641    62,159.498   MT  0.99998429   -0 16 12.2
 JA1685;SPC IN E     - 1,184,960.36    203,934.95   sFT  0.99998429   -0 16 12.2
 JA1685;UTM  16      - 4,261,771.387   578,436.648   MT  0.99967576   +0 33 36.0
 JA1685
 JA1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1685!SPC IN E     -   0.99996668  x   0.99998429  =   0.99995097
 JA1685!UTM  16      -   0.99996668  x   0.99967576  =   0.99964245
 JA1685
 JA1685:                Primary Azimuth Mark                     Grid Az
 JA1685:SPC IN E     -  SHORTS AZ MK                             000 54 20.5
 JA1685:UTM  16      -  SHORTS AZ MK                             000 04 32.3
 JA1685
 JA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7843661771(NAD 83)
 JA1685
 JA1685|---------------------------------------------------------------------|
 JA1685| PID    Reference Object                     Distance      Geod. Az  |
 JA1685|                                                           dddmmss.s |
 JA1685| CG9936 SHORTS AZ MK                                       0003808.3 |
 JA1685| CG9938 SHORTS RM 2                          27.904 METERS 09406     |
 JA1685| CG9937 SHORTS RM 1                          22.805 METERS 18157     |
 JA1685|---------------------------------------------------------------------|
 JA1685
 JA1685                          SUPERSEDED SURVEY CONTROL
 JA1685
 JA1685  NAD 83(1993)-  38 30 03.07308(N)    086 06 01.70414(W) AD(       ) 2
 JA1685  NAD 83(1986)-  38 30 03.07485(N)    086 06 01.70794(W) AD(       ) 2
 JA1685  NAD 27      -  38 30 02.85900(N)    086 06 01.79300(W) AD(       ) 2
 JA1685  NGVD 29             245.96   (m)          807.0    (f) LEVELING    3  
 JA1685
 JA1685.Superseded values are not recommended for survey control.
 JA1685
 JA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1685.See file dsdata.pdf to determine how the superseded data were derived.
 JA1685
 JA1685_MARKER: DS = TRIANGULATION STATION DISK
 JA1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1685_STAMPING: SHORTS 1946
 JA1685_MARK LOGO: CGS
 JA1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1685+STABILITY: SURFACE MOTION
 JA1685
 JA1685  HISTORY     - Date     Condition        Report By
 JA1685  HISTORY     - 1946     MONUMENTED       CGS
 JA1685  HISTORY     - 1967     GOOD             CGS
 JA1685
 JA1685                          STATION DESCRIPTION
 JA1685
 JA1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1685'THE STATION IS LOCATED ABOUT 7.3 MILES NORTH OF THE VILLAGE OF
 JA1685'PALMYRA, 7 MILES SOUTH OF SALEM, AND ABOUT 100 YARDS NORTH OF
 JA1685'THE SHORTS CORNER STORE AND CROSSROADS. IT IS 62 FEET EAST OF THE
 JA1685'CENTERLINE OF STATE HIGHWAY 135, AND 7 FEET EAST OF A WITNESS
 JA1685'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SHORTS 1946.
 JA1685'
 JA1685'REFERENCE MARK NO. 1 IS 74.82 FEET SOUTHWEST OF THE STATION, AND 31
 JA1685'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 135.  THE MARK
 JA1685'PROJECTS 3 INCHES AND THE DISK IS STAMPED SHORTS NO 1 1946.
 JA1685'
 JA1685'REFERENCE MARK NO, 2 IS 91.55 FEET EAST OF THE STATION AND ABOUT 6
 JA1685'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 JA1685'PROJECTS 3 INCHES AND THE DISK IS STAMPED SHORTS NO 2 1946.
 JA1685'
 JA1685'THE AZIMUTH MARK IS NORTH OF THE STATION, 29 FEET EAST OF THE
 JA1685'CENTERLINE OF STATE HIGHWAY 135, 3 FEET SOUTH OF A WITNESS
 JA1685'POST, AND 1-1/2 FEET WEST OF A FENCE. THE MARK PROJECTS 6 INCHES, AND
 JA1685'THE DISK IS STAMPED SHORTS 1946.
 JA1685'
 JA1685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND STATE
 JA1685'HIGHWAY 135 IN THE VILLAGE OF PALMYRA, GO NORTH ON STATE HIGHWAY
 JA1685'135 FOR 7.25 MILE TO A CROSSROAD, AND SHORTS CORNER STORE ON THE
 JA1685'RIGHT. CONTINUE ON NORTH FOR ABOUT 100 YARDS AND THE STATION ON
 JA1685'THE RIGHT AS DESCRIBED.
 JA1685'
 JA1685'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 JA1685'135 FOT 0.3 MILE AND THE AZIMUTH MARK ON THE RIGHT.
 JA1685'
 JA1685'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA1685
 JA1685                          STATION RECOVERY (1967)
 JA1685
 JA1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1685'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JA1685'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE PREVIOUS
 JA1685'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1685'
 JA1685'SHORTS CORNER STORE IS NOW MIDWAY GROCERY.
 JA1685'
 JA1685'THE STATION MARK IS 24 FEET EAST OF A 20 INCH OAK TREE AND 24 FEET
 JA1685'EAST OF A FENCE LINE AND A METAL WITNESS POST.
 JA1685'
 JA1685'REFERENCE MARK 1 IS 2 FEET EAST OF THE FENCE AND 1 FOOT EAST OF A
 JA1685'SMALL CEDAR TREE.
 JA1685'
 JA1685'THE AZIMUTH MARK IS 25 FEET NORTHWEST OF A TWIN TRUNK 6 INCH CEDAR
 JA1685'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JA1685'
 JA1685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 JA1685'SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2579 ***********************************************************************
 LB2579  DESIGNATION -  SHUTZLER
 LB2579  PID         -  LB2579
 LB2579  STATE/COUNTY-  IN/TIPPECANOE
 LB2579  COUNTRY     -  US
 LB2579  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB2579
 LB2579                         *CURRENT SURVEY CONTROL
 LB2579  ______________________________________________________________________
 LB2579* NAD 83(1997) POSITION- 40 24 36.69618(N) 086 48 35.99971(W)   ADJUSTED
 LB2579* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 LB2579  ______________________________________________________________________
 LB2579  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 LB2579  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LB2579  HORZ ORDER      -  FIRST
 LB2579
 LB2579.The horizontal coordinates were established by classical geodetic methods
 LB2579.and adjusted by the National Geodetic Survey in May 1999.
 LB2579
 LB2579.The orthometric height was scaled from a topographic map.
 LB2579
 LB2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2579.GEOID18 height accuracy estimate available here.
 LB2579
 LB2579.Click photographs - Photos may exist for this station.
 LB2579
 LB2579.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2579
 LB2579. The following values were computed from the NAD 83(1997) position.
 LB2579
 LB2579;                    North         East     Units Scale Factor Converg.
 LB2579;SPC IN W     -   573,099.282   923,199.972   MT  0.99997329   +0 10 37.9
 LB2579;SPC IN W     - 1,880,243.23  3,028,865.24   sFT  0.99997329   +0 10 37.9
 LB2579;UTM  16      - 4,473,303.617   516,120.893   MT  0.99960320   +0 07 23.4
 LB2579
 LB2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2579!SPC IN W     -   0.99997348  x   0.99997329  =   0.99994677
 LB2579!UTM  16      -   0.99997348  x   0.99960320  =   0.99957669
 LB2579
 LB2579:                Primary Azimuth Mark                     Grid Az
 LB2579:SPC IN W     -  SHUTZLER AZ MK                           356 06 29.6
 LB2579:UTM  16      -  SHUTZLER AZ MK                           356 09 44.1
 LB2579
 LB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1612073303(NAD 83)
 LB2579
 LB2579|---------------------------------------------------------------------|
 LB2579| PID    Reference Object                     Distance      Geod. Az  |
 LB2579|                                                           dddmmss.s |
 LB2579| CD1233 SHUTZLER RM 1                        28.504 METERS 17043     |
 LB2579| CD1235 SHUTZLER RM 3                         7.855 METERS 17619     |
 LB2579| LB2583 LAFAYETTE WASK RADIO MAST           APPROX. 3.5 KM 2551130.2 |
 LB2579| LB2582 LAFAYETTE ALUMINUM CO AMER STK      APPROX. 4.7 KM 2584253.5 |
 LB2579| CD1234 SHUTZLER RM 2                        28.188 METERS 28033     |
 LB2579| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 9.0 KM 2821245.4 |
 LB2579| LB2608 STATE POLICE RADIO MAST             APPROX.11.2 KM 2954153.0 |
 LB2579| CD1232 SHUTZLER AZ MK                                     3561707.5 |
 LB2579|---------------------------------------------------------------------|
 LB2579
 LB2579                          SUPERSEDED SURVEY CONTROL
 LB2579
 LB2579  NAD 83(1986)-  40 24 36.70292(N)    086 48 36.01153(W) AD(       ) 1
 LB2579  NAD 27      -  40 24 36.58770(N)    086 48 35.98440(W) AD(       ) 1
 LB2579
 LB2579.Superseded values are not recommended for survey control.
 LB2579
 LB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2579.See file dsdata.pdf to determine how the superseded data were derived.
 LB2579
 LB2579_MARKER: DS = TRIANGULATION STATION DISK
 LB2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2579_STAMPING: SHUTZLER 1948
 LB2579_MARK LOGO: CGS
 LB2579_PROJECTION: RECESSED 30 CENTIMETERS
 LB2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2579+STABILITY: SURFACE MOTION
 LB2579
 LB2579  HISTORY     - Date     Condition        Report By
 LB2579  HISTORY     - 1948     MONUMENTED       CGS
 LB2579  HISTORY     - 1965     GOOD             CGS
 LB2579  HISTORY     - 1966     GOOD             CGS
 LB2579  HISTORY     - 1968     GOOD             CGS
 LB2579
 LB2579                          STATION DESCRIPTION
 LB2579
 LB2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2579'STATION IS LOCATED ABOUT 7 MILES SOUTH OF BATTLE GROUND AND 4 MILES
 LB2579'EAST OF LA FAYETTE.  IT IS 34 FEET WEST OF CENTER OF A GRAVEL ROAD
 LB2579'AND 17 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT 12
 LB2579'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LB2579'SHUTZLER 1948.
 LB2579'
 LB2579'REFERENCE MARK NO. 1 IS 93.52 FEET SOUTH OF THE STATION.  IT IS 21
 LB2579'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.
 LB2579'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SHUTZLER
 LB2579'NO 1 1948.
 LB2579'
 LB2579'REFERENCE MARK NO. 2 IS 92.51 FEET WEST OF THE STATION.  IT IS 125
 LB2579'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A
 LB2579'FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 LB2579'SHUTZLER NO 2 1948.
 LB2579'
 LB2579'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 128 FEET WEST
 LB2579'OF CENTER OF A GRAVEL ROAD, 51 FEET SOUTH OF CENTER OF STATE HIGHWAY
 LB2579'26, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LB2579'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SHUTZLER
 LB2579'1948.
 LB2579'
 LB2579'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BYPASS),
 LB2579'AND STATE HIGHWAY 26 ON THE EASTERN EDGE OF LA FAYETTE, GO EAST ON
 LB2579'HIGHWAY 26 FOR 2.5 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO
 LB2579'SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO STATION ON RIGHT OR WEST OF
 LB2579'ROAD AS DESCRIBED.
 LB2579'
 LB2579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 LB2579'FOR 0.5 MILE TO THE JUNCTION OF HIGHWAY 26, TURN LEFT AND GO ABOUT
 LB2579'0.05 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LB2579'
 LB2579'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2579
 LB2579                          STATION RECOVERY (1965)
 LB2579
 LB2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2579'SHUTZLER NO 1 1948 NO 1, SHUTZLER NO 2 1948 RM 2, SHUTZLER 1948 AZ
 LB2579'MK, SHUTZLER 1948 ALL RECOVERED IN GOOD CONDITION.
 LB2579'
 LB2579'IN 1ST PARAGRAPH CHANGE WHITE WITNESS POST TO E-W FENCE LINE.
 LB2579'IN 2ND PARAGRAPH (RM-1) CHANGE 21 FEET TO 18 FEET. CHANGE 1 FOOT
 LB2579'WEST TO 1 FOOT EAST.
 LB2579'IN 4TH PARAGRAPH (AZ MK) DELETE 3 FEET---WITNESS POST.
 LB2579'DESCRIPTION OTHERWISE ADEQUATE.
 LB2579
 LB2579                          STATION RECOVERY (1966)
 LB2579
 LB2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB2579'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 LB2579'THE STATION MARK IS 17 FEET SOUTH OF A WHITE WOODEN WITNESS POST SET
 LB2579'IN AN EAST-WEST FENCE LINE AND 13.5 FEET WEST OF A METAL WITNESS
 LB2579'POST SET IN NORTH-SOUTH FENCE LINE.  A METAL WITNESS POST WAS SET 1
 LB2579'FOOT WEST OF THE AZIMUTH MARK.
 LB2579'
 LB2579'CONSTRUCTION HAS BEEN PROPOSED FOR THIS ROAD BUT THE RIGHT OF WAY HAS
 LB2579'NOT BEEN PURCHASED.  CONSTRUCTION MAY NOT BE STARTED FOR ONE OR TWO
 LB2579'YEARS.
 LB2579'
 LB2579'THE 1968 DESCRIPTION OF THE STATION IS ADEQUATE FOR RECOVERY.
 LB2579
 LB2579                          STATION RECOVERY (1968)
 LB2579
 LB2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2579'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 LB2579'OBSTRUCTED BY TALL CORN AND COULD NOT BE TAKEN.  REFERENCE 1 WAS IN
 LB2579'THE WAY OF ROAD CONSTRUCTION AND WAS DESTROYED.  REFERENCE MARK 3
 LB2579'WAS SET.  A NEW DESCRIPTION FOLLOWS.
 LB2579'
 LB2579'ABOUT 4 MILES EAST OF LAFAYETTE, 89 FEET SOUTHWEST OF A CONCRETE
 LB2579'RIGHT-OF-WAY MARKER, 32 FEET WEST OF THE CENTERLINE OF A GRAVELED
 LB2579'ROAD, 26 FEET NORTH OF A METAL WITNESS POST, 17 FEET SOUTH OF AN
 LB2579'EAST-WEST FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LB2579'MONUMENT IS 10 INCHES UNDERGROUND AND AT INDIANA STATE HIGHWAY
 LB2579'COMMISSION STATION 58 + 11.  THE RIGHT-OF-WAY MARKER IS AT
 LB2579'STATION 59 + 00.  THE DISK IS STAMPED SHUTZLER 1948.
 LB2579'
 LB2579'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 BYPASS AND
 LB2579'STATE HIGHWAY 26 AT THE EAST EDGE OF LAFAYETTE, GO EAST ON HIGHWAY
 LB2579'26 FOR 2.5 MILES TO A GRAVELED ROAD SOUTH, AND THE AZIMUTH MARK ON
 LB2579'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.5
 LB2579'MILE TO THE STATION ON THE RIGHT.
 LB2579'
 LB2579'REFERENCE MARK 2 IS 123 FEET WEST OF THE CENTERLINE OF THE ROAD, 93
 LB2579'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 LB2579'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED SHUTZLER NO 2
 LB2579'1948.
 LB2579'
 LB2579'REFERENCE MARK 3 IS 43 FEET SOUTH OF THE FENCE, 31 FEET WEST OF THE
 LB2579'CENTERLINE OF THE ROAD, 14 FEET SOUTH OF HIGHWAY STATION 57 + 86
 LB2579'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 LB2579'INCHES AND THE DISK IS STAMPED SHUTZLER 1948 NO 3 1968.
 LB2579'
 LB2579'THE AZIMUTH MARK IS 128 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 LB2579'ROAD, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 LB2579'OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 LB2579'PROJECTS 4 INCHES AND THE DISK IS STAMPED SHUTZLER 1948.
 LB2579'
 LB2579'HEIGHT OF LIGHT ABOVE STATION 5 FEET.
 LB2579'
 LB2579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 LB2579'LAFAYETTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1639 ***********************************************************************
 MD1639  DESIGNATION -  SIDNEY
 MD1639  PID         -  MD1639
 MD1639  STATE/COUNTY-  IN/KOSCIUSKO
 MD1639  COUNTRY     -  US
 MD1639  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1639
 MD1639                         *CURRENT SURVEY CONTROL
 MD1639  ______________________________________________________________________
 MD1639* NAD 83(1997) POSITION- 41 06 08.21830(N) 085 44 35.25353(W)   ADJUSTED
 MD1639* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 MD1639  ______________________________________________________________________
 MD1639  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 MD1639  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 MD1639  HORZ ORDER      -  FIRST
 MD1639
 MD1639.The horizontal coordinates were established by classical geodetic methods
 MD1639.and adjusted by the National Geodetic Survey in May 1999.
 MD1639
 MD1639.The orthometric height was scaled from a topographic map.
 MD1639
 MD1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1639.GEOID18 height accuracy estimate available here.
 MD1639
 MD1639.Click photographs - Photos may exist for this station.
 MD1639
 MD1639.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1639
 MD1639. The following values were computed from the NAD 83(1997) position.
 MD1639
 MD1639;                    North         East     Units Scale Factor Converg.
 MD1639;SPC IN E     -   649,919.647    93,577.250   MT  0.99996717   -0 03 01.0
 MD1639;SPC IN E     - 2,132,278.04    307,011.36   sFT  0.99996717   -0 03 01.0
 MD1639;UTM  16      - 4,550,872.624   605,542.618   MT  0.99973710   +0 49 34.9
 MD1639
 MD1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1639!SPC IN E     -   0.99996106  x   0.99996717  =   0.99992823
 MD1639!UTM  16      -   0.99996106  x   0.99973710  =   0.99969817
 MD1639
 MD1639:                Primary Azimuth Mark                     Grid Az
 MD1639:SPC IN E     -  SIDNEY AZ MK                             083 30 41.4
 MD1639:UTM  16      -  SIDNEY AZ MK                             082 38 05.5
 MD1639
 MD1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0554250872(NAD 83)
 MD1639
 MD1639|---------------------------------------------------------------------|
 MD1639| PID    Reference Object                     Distance      Geod. Az  |
 MD1639|                                                           dddmmss.s |
 MD1639| CD1237 SIDNEY RM 1                          29.340 METERS 07733     |
 MD1639| CD1236 SIDNEY AZ MK                                       0832740.4 |
 MD1639| CD1238 SIDNEY RM 2                          27.975 METERS 18847     |
 MD1639|---------------------------------------------------------------------|
 MD1639
 MD1639                          SUPERSEDED SURVEY CONTROL
 MD1639
 MD1639  NAD 83(1995)-  41 06 08.22232(N)    085 44 35.26380(W) AD(       ) 1
 MD1639  NAD 83(1986)-  41 06 08.22195(N)    085 44 35.26445(W) AD(       ) 1
 MD1639  NAD 27      -  41 06 08.06260(N)    085 44 35.31610(W) AD(       ) 1
 MD1639
 MD1639.Superseded values are not recommended for survey control.
 MD1639
 MD1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1639.See file dsdata.pdf to determine how the superseded data were derived.
 MD1639
 MD1639_MARKER: DS = TRIANGULATION STATION DISK
 MD1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1639_STAMPING: SIDNEY 1947
 MD1639_MARK LOGO: CGS
 MD1639_PROJECTION: FLUSH
 MD1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1639+STABILITY: SURFACE MOTION
 MD1639
 MD1639  HISTORY     - Date     Condition        Report By
 MD1639  HISTORY     - 1947     MONUMENTED       CGS
 MD1639
 MD1639                          STATION DESCRIPTION
 MD1639
 MD1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1639'STATION IS LOCATED AT THE SOUTH EDGE OF SIDNEY ON THE EAST SIDE OF
 MD1639'STATE HIGHWAY 13 AND
 MD1639'ON LAND OWNED BY EDWARD G. GOCHLER.  IT IS 218 FEET SOUTH OF THE
 MD1639'SOUTHWEST CORNER OF THE SIDNEY HIGH
 MD1639'SCHOOL, 149 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 MD1639'HIGHWAY 13 AND PAVED ROAD AND 50 FEET EAST
 MD1639'OF THE CENTER OF HIGHWAY 13.  THE MARK IS FLUSH
 MD1639'AND THE DISK IS STAMPED SIDNEY 1947.
 MD1639'
 MD1639'REFERENCE MARK NO. 1 IS 96.26 FEET EAST OF THE STATION.  IT IS 40 FEET
 MD1639'WEST OF A POWER POLE.  THE MARK
 MD1639'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SIDNEY NO 1 1947.
 MD1639'
 MD1639'REFERENCE MARK NO. 2 IS 91.78 FEET SOUTH OF THE STATION.  IT IS 105
 MD1639'FEET NORTH OF THE NORTHWEST CORNER
 MD1639'OF MR. GOCHLERS HOUSE AND 45 FEET EAST OF THE CENTER OF STATE HIGHWAY
 MD1639'13.  THE MARK IS FLUSH AND THE DISK IS
 MD1639'STAMPED SIDNEY NO 2 1947.
 MD1639'
 MD1639'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION ON THE NORTH SIDE OF A
 MD1639'PAVED ROAD.  IT IS 20 FEET NORTH OF
 MD1639'THE CENTER OF THE ROAD, 5 FEET WEST OF POWER POLE NO. 116 774 AND 2
 MD1639'FEET WEST OF A WHITE WITNESS POST.
 MD1639'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SIDNEY 1947.
 MD1639'
 MD1639'J 135 (USC AND GS) BM IS 218.08 FEET NORTH OF THE STATION IN THE
 MD1639'SOUTH WALL OF THE SIDNEY HIGH SCHOOL.
 MD1639'IT IS 6 FEET EAST OF THE SOUTHWEST CORNER OF THE SCHOOL AND ABOUT 1.5
 MD1639'FEET ABOVE THE GROUND.  IT IS A
 MD1639'STANDARD USC AND GS BM DISK SET IN A DRILL HOLE OF THE SOUTH
 MD1639'FOUNDATION WALL AND STAMPED J 135 1946.
 MD1639'
 MD1639'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1663 ***********************************************************************
 MD1663  DESIGNATION -  SIL
 MD1663  PID         -  MD1663
 MD1663  STATE/COUNTY-  IN/KOSCIUSKO
 MD1663  COUNTRY     -  US
 MD1663  USGS QUAD   -  SILVER LAKE (2019)
 MD1663
 MD1663                         *CURRENT SURVEY CONTROL
 MD1663  ______________________________________________________________________
 MD1663* NAD 83(1997) POSITION- 41 04 17.23729(N) 085 57 40.63565(W)   ADJUSTED
 MD1663* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 MD1663  ______________________________________________________________________
 MD1663  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 MD1663  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 MD1663  HORZ ORDER      -  SECOND
 MD1663
 MD1663.The horizontal coordinates were established by classical geodetic methods
 MD1663.and adjusted by the National Geodetic Survey in May 1999.
 MD1663
 MD1663.The orthometric height was scaled from a topographic map.
 MD1663
 MD1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1663.GEOID18 height accuracy estimate available here.
 MD1663
 MD1663.Click photographs - Photos may exist for this station.
 MD1663
 MD1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1663
 MD1663. The following values were computed from the NAD 83(1997) position.
 MD1663
 MD1663;                    North         East     Units Scale Factor Converg.
 MD1663;SPC IN E     -   646,535.141    75,239.606   MT  0.99997421   -0 11 36.8
 MD1663;SPC IN E     - 2,121,174.04    246,848.61   sFT  0.99997421   -0 11 36.8
 MD1663;UTM  16      - 4,547,208.988   587,263.549   MT  0.99969372   +0 40 56.9
 MD1663
 MD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1663!SPC IN E     -   0.99996234  x   0.99997421  =   0.99993655
 MD1663!UTM  16      -   0.99996234  x   0.99969372  =   0.99965607
 MD1663
 MD1663:                Primary Azimuth Mark                     Grid Az
 MD1663:SPC IN E     -  SIL AZ MK                                270 46 56.0
 MD1663:UTM  16      -  SIL AZ MK                                269 54 22.3
 MD1663
 MD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8726347208(NAD 83)
 MD1663
 MD1663|---------------------------------------------------------------------|
 MD1663| PID    Reference Object                     Distance      Geod. Az  |
 MD1663|                                                           dddmmss.s |
 MD1663| CD1242 SIL RM 1                             24.661 METERS 03413     |
 MD1663| CD1241 SIL AZ MK                                          2703519.2 |
 MD1663| CD1243 SIL RM 2                             28.124 METERS 28414     |
 MD1663|---------------------------------------------------------------------|
 MD1663
 MD1663                          SUPERSEDED SURVEY CONTROL
 MD1663
 MD1663  NAD 83(1986)-  41 04 17.24174(N)    085 57 40.64592(W) AD(       ) 2
 MD1663  NAD 27      -  41 04 17.08950(N)    085 57 40.67000(W) AD(       ) 2
 MD1663
 MD1663.Superseded values are not recommended for survey control.
 MD1663
 MD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1663.See file dsdata.pdf to determine how the superseded data were derived.
 MD1663
 MD1663_MARKER: DS = TRIANGULATION STATION DISK
 MD1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1663_STAMPING: SIL 1947
 MD1663_MARK LOGO: CGS
 MD1663_PROJECTION: FLUSH
 MD1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1663+STABILITY: SURFACE MOTION
 MD1663
 MD1663  HISTORY     - Date     Condition        Report By
 MD1663  HISTORY     - 1947     MONUMENTED       CGS
 MD1663  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD1663
 MD1663                          STATION DESCRIPTION
 MD1663
 MD1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1663'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF AKRON AND ABOUT 3.5
 MD1663'MILES WEST OF SILVER LAKE ON PROPERTY BELONGING TO MR. H.C. SILVEUS.
 MD1663'IT IS 64 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 46 FEET SOUTH
 MD1663'OF THE CENTER OF STATE HIGHWAY 14, 33 FEET SOUTHWEST OF A FENCE CORNER
 MD1663'AND 27 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1663'DISK IS STAMPED SIL 1947.
 MD1663'
 MD1663'REFERENCE MARK NO. 1 IS 80.91 FEET NORTHEAST OF THE STATION.  IT IS 22
 MD1663'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF AN
 MD1663'EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SIL
 MD1663'NO 1 1947.
 MD1663'
 MD1663'REFERENCE MARK NO. 2 IS 92.27 FEET WEST OF THE STATION.  IT IS 90 FEET
 MD1663'NORTH OF THE NORTHWEST CORNER OF THE BARN AND 25 FEET SOUTH OF THE
 MD1663'CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED SIL
 MD1663'NO 2 1947.
 MD1663'
 MD1663'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 75 FEET WEST OF
 MD1663'THE CENTER OF A GRAVEL ROAD, 30 FEET NORTH OF THE CENTER OF STATE
 MD1663'HIGHWAY 14, 23 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A
 MD1663'WHITE WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE
 MD1663'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SIL 1947.
 MD1663'
 MD1663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND STATE
 MD1663'HIGHWAY 15 IN SILVER LAKE, GO WEST ON STATE HIGHWAY 14 FOR 3.6 MILES
 MD1663'TO THE STATION ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK
 MD1663'ON THE RIGHT.
 MD1663'
 MD1663'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1663
 MD1663                          STATION RECOVERY (1960)
 MD1663
 MD1663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD1663'STATION WAS NOT FOUND, POSSIBLE COVERED BY DEEP FILL SINCE A NEW
 MD1663'CONCRETE SILO HAS BEEN RECENTLY CONSTRUCTED VERY NEAR THIS STATION.
 MD1663'R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2172 ***********************************************************************
 LA2172  DESIGNATION -  SILVER
 LA2172  PID         -  LA2172
 LA2172  STATE/COUNTY-  IN/HUNTINGTON
 LA2172  COUNTRY     -  US
 LA2172  USGS QUAD   -  BIPPUS (2019)
 LA2172
 LA2172                         *CURRENT SURVEY CONTROL
 LA2172  ______________________________________________________________________
 LA2172* NAD 83(1997) POSITION- 40 52 59.39395(N) 085 36 28.45386(W)   ADJUSTED
 LA2172* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 LA2172  ______________________________________________________________________
 LA2172  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LA2172  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 LA2172  HORZ ORDER      -  SECOND
 LA2172
 LA2172.The horizontal coordinates were established by classical geodetic methods
 LA2172.and adjusted by the National Geodetic Survey in May 1999.
 LA2172
 LA2172.The orthometric height was scaled from a topographic map.
 LA2172
 LA2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2172.GEOID18 height accuracy estimate available here.
 LA2172
 LA2172.Click photographs - Photos may exist for this station.
 LA2172
 LA2172.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2172
 LA2172. The following values were computed from the NAD 83(1997) position.
 LA2172
 LA2172;                    North         East     Units Scale Factor Converg.
 LA2172;SPC IN E     -   625,585.438   104,952.575   MT  0.99996697   +0 02 18.5
 LA2172;SPC IN E     - 2,052,441.56    344,331.91   sFT  0.99996697   +0 02 18.5
 LA2172;UTM  16      - 4,526,720.072   617,285.589   MT  0.99976931   +0 54 40.5
 LA2172
 LA2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2172!SPC IN E     -   0.99996693  x   0.99996697  =   0.99993390
 LA2172!UTM  16      -   0.99996693  x   0.99976931  =   0.99973625
 LA2172
 LA2172:                Primary Azimuth Mark                     Grid Az
 LA2172:SPC IN E     -  SILVER AZ MK                             181 07 58.3
 LA2172:UTM  16      -  SILVER AZ MK                             180 15 36.3
 LA2172
 LA2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1728526720(NAD 83)
 LA2172
 LA2172|---------------------------------------------------------------------|
 LA2172| PID    Reference Object                     Distance      Geod. Az  |
 LA2172|                                                           dddmmss.s |
 LA2172| CD1247 SILVER RM 1                          29.300 METERS 09430     |
 LA2172| LA2173 ANDREWS MUNICIPAL TANK              APPROX. 3.0 KM 1591058.3 |
 LA2172| CD1246 SILVER AZ MK                                       1811016.8 |
 LA2172| CD1248 SILVER RM 2                          32.217 METERS 34253     |
 LA2172|---------------------------------------------------------------------|
 LA2172
 LA2172                          SUPERSEDED SURVEY CONTROL
 LA2172
 LA2172  NAD 83(1995)-  40 52 59.39663(N)    085 36 28.46496(W) AD(       ) 2
 LA2172  NAD 83(1986)-  40 52 59.39702(N)    085 36 28.46631(W) AD(       ) 2
 LA2172  NAD 27      -  40 52 59.23220(N)    085 36 28.54280(W) AD(       ) 2
 LA2172
 LA2172.Superseded values are not recommended for survey control.
 LA2172
 LA2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2172.See file dsdata.pdf to determine how the superseded data were derived.
 LA2172
 LA2172_MARKER: DS = TRIANGULATION STATION DISK
 LA2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2172_STAMPING: SILVER 1948
 LA2172_MARK LOGO: CGS
 LA2172_PROJECTION: FLUSH
 LA2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2172+STABILITY: SURFACE MOTION
 LA2172
 LA2172  HISTORY     - Date     Condition        Report By
 LA2172  HISTORY     - 1948     MONUMENTED       CGS
 LA2172
 LA2172                          STATION DESCRIPTION
 LA2172
 LA2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2172'THE STATION IS LOCATED 7 MILES NORTHEAST OF LAGRO, 6 MILES WEST OF
 LA2172'HUNTINGTON AND 2 MILES NORTH OF ANDREWS ON PROPERTY OWNED BY MR.
 LA2172'EMERSON.
 LA2172'
 LA2172'IT IS 48 FEET EAST OF THE CENTER OF STATE HIGHWAY 105, 32 FEET
 LA2172'SOUTHEAST OF A WHITE WITNESS POST, 30 FEET EAST OF A FENCE LINE AND 12
 LA2172'FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2172'SILVER 1948.
 LA2172'
 LA2172'REFERENCE MARK NO. 1 IS 96.13 FEET EAST OF THE STATION.  IT IS 1 FOOT
 LA2172'NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2172'SILVER NO 1 1948.
 LA2172'
 LA2172'REFERENCE MARK NO. 2 IS 105.70 FEET NORTHWEST OF THE STATION.  IT IS
 LA2172'65 FEET SOUTH OF A TELEPHONE POLE, 18 FEET EAST OF THE CENTER OF THE
 LA2172'HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES
 LA2172'AND THE DISK IS STAMPED SILVER NO 2 1948.
 LA2172'
 LA2172'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 20 FEET WEST
 LA2172'OF THE CENTER OF THE HIGHWAY, 4 FEET NORTHEAST OF A POWER LINE POLE, 2
 LA2172'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 LA2172'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SILVER 1948.
 LA2172'
 LA2172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2172'HIGHWAY 105, 1 MILE NORTH OF ANDREWS, GO NORTH ON STATE HIGHWAY 105
 LA2172'FOR 0.55 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LA2172'NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 LA2172'DESCRIBED.
 LA2172'
 LA2172'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1661 ***********************************************************************
 MD1661  DESIGNATION -  SILVER
 MD1661  PID         -  MD1661
 MD1661  STATE/COUNTY-  IN/KOSCIUSKO
 MD1661  COUNTRY     -  US
 MD1661  USGS QUAD   -  SILVER LAKE (2019)
 MD1661
 MD1661                         *CURRENT SURVEY CONTROL
 MD1661  ______________________________________________________________________
 MD1661* NAD 83(1997) POSITION- 41 05 57.16243(N) 085 53 34.39165(W)   ADJUSTED
 MD1661* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1661  ______________________________________________________________________
 MD1661  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 MD1661  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 MD1661  HORZ ORDER      -  FIRST
 MD1661
 MD1661.The horizontal coordinates were established by classical geodetic methods
 MD1661.and adjusted by the National Geodetic Survey in May 1999.
 MD1661
 MD1661.The orthometric height was scaled from a topographic map.
 MD1661
 MD1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1661.GEOID18 height accuracy estimate available here.
 MD1661
 MD1661.Click photographs - Photos may exist for this station.
 MD1661
 MD1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1661
 MD1661. The following values were computed from the NAD 83(1997) position.
 MD1661
 MD1661;                    North         East     Units Scale Factor Converg.
 MD1661;SPC IN E     -   649,600.443    80,996.142   MT  0.99997111   -0 08 55.4
 MD1661;SPC IN E     - 2,131,230.79    265,734.84   sFT  0.99997111   -0 08 55.4
 MD1661;UTM  16      - 4,550,361.110   592,970.976   MT  0.99970638   +0 43 40.2
 MD1661
 MD1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1661!SPC IN E     -   0.99996170  x   0.99997111  =   0.99993281
 MD1661!UTM  16      -   0.99996170  x   0.99970638  =   0.99966809
 MD1661
 MD1661:                Primary Azimuth Mark                     Grid Az
 MD1661:SPC IN E     -  SILVER AZ MK                             064 15 13.2
 MD1661:UTM  16      -  SILVER AZ MK                             063 22 37.6
 MD1661
 MD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9297050361(NAD 83)
 MD1661
 MD1661|---------------------------------------------------------------------|
 MD1661| PID    Reference Object                     Distance      Geod. Az  |
 MD1661|                                                           dddmmss.s |
 MD1661| CD1244 SILVER AZ MK                                       0640617.8 |
 MD1661| MD1660 TT 63                                 7.059 METERS 06547     |
 MD1661| MD1659 SILVER HUB                           11.961 METERS 17335     |
 MD1661| CD1245 SILVER RM 1                          22.991 METERS 30549     |
 MD1661|---------------------------------------------------------------------|
 MD1661
 MD1661                          SUPERSEDED SURVEY CONTROL
 MD1661
 MD1661  NAD 83(1986)-  41 05 57.16656(N)    085 53 34.40218(W) AD(       ) 1
 MD1661  NAD 27      -  41 05 57.00700(N)    085 53 34.43180(W) AD(       ) 1
 MD1661
 MD1661.Superseded values are not recommended for survey control.
 MD1661
 MD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1661.See file dsdata.pdf to determine how the superseded data were derived.
 MD1661
 MD1661_MARKER: DS = TRIANGULATION STATION DISK
 MD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1661_STAMPING: SILVER 1947
 MD1661_MARK LOGO: CGS
 MD1661_PROJECTION: FLUSH
 MD1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1661+STABILITY: SURFACE MOTION
 MD1661
 MD1661  HISTORY     - Date     Condition        Report By
 MD1661  HISTORY     - 1947     MONUMENTED       CGS
 MD1661  HISTORY     - 1952     GOOD             CGS
 MD1661
 MD1661                          STATION DESCRIPTION
 MD1661
 MD1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1661'STATION IS LOCATED ABOUT 2 MILES NORTH OF SILVER LAKE ON LAND OWNED
 MD1661'BY LELAND KINSEY.  IT IS
 MD1661'49 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15, 28 FEET NORTHEAST
 MD1661'OF THE NORTHEAST CORNER OF A BARN AND
 MD1661'110 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE.  THE MARK
 MD1661'IS FLUSH AND THE DISK IS STAMPED SILVER 1947.
 MD1661'
 MD1661'REFERENCE MARK NO. 1 IS 75.43 FEET NORTHWEST OF THE STATION.  IT IS
 MD1661'67 FEET SOUTH OF THE SOUTHWEST
 MD1661'CORNER OF A HOUSE AND 64 FEET NORTH OF THE NORTHWEST CORNER OF A
 MD1661'BARN.  THE MARK IS FLUSH AND THE DISK
 MD1661'IS STAMPED SILVER NO 1 1947.
 MD1661'
 MD1661'TT63 (USGS) BM IS 23.16 FEET EAST OF THE STATION.  IT IS 27 FEET WEST
 MD1661'OF THE CENTERLINE OF HIGHWAY 15.
 MD1661'THE MARK IS AN 8 BY 8 INCH CONCRETE POST, FLUSH WITH THE GROUND AND
 MD1661'WITH A DISK STAMPED TT 63 RCD
 MD1661'1946.
 MD1661'
 MD1661'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE STATION.  IT
 MD1661'IS 18 FEET NORTH OF THE CENTER OF
 MD1661'A GRAVEL ROAD, 4 FEET WEST OF A CONCRETE FENCE CORNER POST AND 1-1/2
 MD1661'FEET WEST OF A WHITE WITNESS POST.  THE MARK
 MD1661'PROJECTS 6 INCHES AND THE DISK IS STAMPED SILVER 1947.
 MD1661'
 MD1661'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND
 MD1661'15 IN SILVER LAKE, GO NORTH ON
 MD1661'HIGHWAY 15 FOR 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1661'
 MD1661'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 15
 MD1661'FOR 0.1 MILE, TURN RIGHT ON GRAVEL
 MD1661'ROAD AND GO EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1661'DESCRIBED.
 MD1661'
 MD1661'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1661
 MD1661                          STATION RECOVERY (1952)
 MD1661
 MD1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1661'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 MD1661'GOOD CONDITION.  THE DISTANCE AND
 MD1661'DIRECTION TO ALL OBJECTS CHECKED.  BY THE REQUEST OF THE PROPERTY
 MD1661'OWNER THE STATION WAS USED ECCENTRIC
 MD1661'FOR THE 1952 OBSERVATIONS.  THE OLD DESCRIPTION IS
 MD1661'ADEQUATE.
 MD1661'
 MD1661'HEIGHT OF TELESCOPE 4 FOOT WOOD STAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2202 ***********************************************************************
 LA2202  DESIGNATION -  SIMMONS
 LA2202  PID         -  LA2202
 LA2202  STATE/COUNTY-  IN/WABASH
 LA2202  COUNTRY     -  US
 LA2202  USGS QUAD   -  LA FONTAINE (2019)
 LA2202
 LA2202                         *CURRENT SURVEY CONTROL
 LA2202  ______________________________________________________________________
 LA2202* NAD 83(1997) POSITION- 40 44 25.49345(N) 085 41 56.49233(W)   ADJUSTED
 LA2202* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2202  ______________________________________________________________________
 LA2202  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LA2202  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 LA2202  HORZ ORDER      -  FIRST
 LA2202
 LA2202.The horizontal coordinates were established by classical geodetic methods
 LA2202.and adjusted by the National Geodetic Survey in May 1999.
 LA2202
 LA2202.The orthometric height was scaled from a topographic map.
 LA2202
 LA2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2202.GEOID18 height accuracy estimate available here.
 LA2202
 LA2202.Click photographs - Photos may exist for this station.
 LA2202
 LA2202.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2202
 LA2202. The following values were computed from the NAD 83(1997) position.
 LA2202
 LA2202;                    North         East     Units Scale Factor Converg.
 LA2202;SPC IN E     -   609,732.366    97,266.909   MT  0.99996676   -0 01 16.0
 LA2202;SPC IN E     - 2,000,430.27    319,116.52   sFT  0.99996676   -0 01 16.0
 LA2202;UTM  16      - 4,510,755.252   609,843.492   MT  0.99974851   +0 50 56.9
 LA2202
 LA2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2202!SPC IN E     -   0.99996414  x   0.99996676  =   0.99993090
 LA2202!UTM  16      -   0.99996414  x   0.99974851  =   0.99971266
 LA2202
 LA2202:                Primary Azimuth Mark                     Grid Az
 LA2202:SPC IN E     -  SIMMONS AZ MK                            262 02 01.1
 LA2202:UTM  16      -  SIMMONS AZ MK                            261 09 48.2
 LA2202
 LA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0984310755(NAD 83)
 LA2202
 LA2202|---------------------------------------------------------------------|
 LA2202| PID    Reference Object                     Distance      Geod. Az  |
 LA2202|                                                           dddmmss.s |
 LA2202| LA1823 S 212                               122.677 METERS 11718     |
 LA2202| CD1250 SIMMONS RM 1                         57.939 METERS 17039     |
 LA2202| CD1249 SIMMONS AZ MK                                      2620045.1 |
 LA2202|---------------------------------------------------------------------|
 LA2202
 LA2202                          SUPERSEDED SURVEY CONTROL
 LA2202
 LA2202  NAD 83(1995)-  40 44 25.49660(N)    085 41 56.50486(W) AD(       ) 1
 LA2202  NAD 83(1986)-  40 44 25.49674(N)    085 41 56.50511(W) AD(       ) 1
 LA2202  NAD 27      -  40 44 25.34000(N)    085 41 56.57750(W) AD(       ) 1
 LA2202
 LA2202.Superseded values are not recommended for survey control.
 LA2202
 LA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2202.See file dsdata.pdf to determine how the superseded data were derived.
 LA2202
 LA2202_MARKER: DS = TRIANGULATION STATION DISK
 LA2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2202_STAMPING: SIMMONS 1948
 LA2202_MARK LOGO: CGS
 LA2202_PROJECTION: RECESSED 36 CENTIMETERS
 LA2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2202+STABILITY: SURFACE MOTION
 LA2202
 LA2202  HISTORY     - Date     Condition        Report By
 LA2202  HISTORY     - 1948     MONUMENTED       CGS
 LA2202
 LA2202                          STATION DESCRIPTION
 LA2202
 LA2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2202'THE STATION IS LOCATED 7 MILES SOUTHEAST OF WABASH, 7 MILES WEST OF
 LA2202'MT. ETNA AND 13 MILES NORTH OF MARION ON THE NORTH SIDE OF STATE
 LA2202'HIGHWAY 124 ON PROPERTY OWNED BY M.H. SIMMONS.  IT IS 231 FEET NORTH
 LA2202'OF THE CENTER OF THE HIGHWAY, 190 FEET NORTH OF A WHITE WITNESS POST
 LA2202'AND 34 FEET NORTH OF A 36 INCH OAK TREE.  THE MARK IS UNDERGROUND 14
 LA2202'INCHES AND THE DISK IS STAMPED SIMMONS 1948.
 LA2202'
 LA2202'REFERENCE MARK NO. 1. IS 190.09 FEET SOUTH OF THE STATION.  IT IS 41
 LA2202'FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A WHITE
 LA2202'WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4
 LA2202'INCHES AND THE DISK IS STAMPED SIMMONS NO 1 1948.
 LA2202'
 LA2202'S-212 (USGS) BM WAS USED AS A REFERENCE MARK AND IS 402.48 FEET
 LA2202'SOUTHEAST OF THE STATION.  IT IS 38 FEET NORTH OF THE CENTER OF THE
 LA2202'HIGHWAY, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT WEST OF A WHITE
 LA2202'WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 LA2202'2 INCHES WITH A STANDARD USGS BENCH MARK DISK STAMPED S 212 1947.
 LA2202'
 LA2202'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 54 FEET EAST
 LA2202'OF A GRAVEL CROSSROAD, 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2
 LA2202'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
 LA2202'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SIMMONS 1948.
 LA2202'
 LA2202'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN WABASH GO SOUTH
 LA2202'ON STATE HIGHWAY 15 FOR 5.8 MILES TO STATE HIGHWAY 124, TURN LEFT AND
 LA2202'GO EAST ON HIGHWAY 124 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LA2202'CONTINUE EAST FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2202'
 LA2202'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1734 ***********************************************************************
 MD1734  DESIGNATION -  SIMON
 MD1734  PID         -  MD1734
 MD1734  STATE/COUNTY-  IN/ELKHART
 MD1734  COUNTRY     -  US
 MD1734  USGS QUAD   -  ADAMSVILLE (2017)
 MD1734
 MD1734                         *CURRENT SURVEY CONTROL
 MD1734  ______________________________________________________________________
 MD1734* NAD 83(1997) POSITION- 41 45 35.66000(N) 085 58 26.68253(W)   ADJUSTED
 MD1734* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 MD1734  ______________________________________________________________________
 MD1734  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 MD1734  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 MD1734  HORZ ORDER      -  SECOND
 MD1734
 MD1734.The horizontal coordinates were established by classical geodetic methods
 MD1734.and adjusted by the National Geodetic Survey in May 1999.
 MD1734
 MD1734.The orthometric height was scaled from a topographic map.
 MD1734
 MD1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1734.GEOID18 height accuracy estimate available here.
 MD1734
 MD1734.Click photographs - Photos may exist for this station.
 MD1734
 MD1734.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1734
 MD1734. The following values were computed from the NAD 83(1997) position.
 MD1734
 MD1734;                    North         East     Units Scale Factor Converg.
 MD1734;SPC IN E     -   722,997.128    74,436.019   MT  0.99997471   -0 12 17.1
 MD1734;SPC IN E     - 2,372,033.08    244,212.17   sFT  0.99997471   -0 12 17.1
 MD1734;SPC MI S     -    30,147.033 3,866,320.309   MT  1.00009783   -1 05 38.0
 MD1734;SPC MI S     -    98,907.59 12,684,777.92   iFT  1.00009783   -1 05 38.0
 MD1734;UTM  16      - 4,623,627.922   585,283.542   MT  0.99968950   +0 40 59.9
 MD1734
 MD1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1734!SPC IN E     -   0.99996701  x   0.99997471  =   0.99994172
 MD1734!SPC MI S     -   0.99996701  x   1.00009783  =   1.00006483
 MD1734!UTM  16      -   0.99996701  x   0.99968950  =   0.99965652
 MD1734
 MD1734:                Primary Azimuth Mark                     Grid Az
 MD1734:SPC IN E     -  YELLOW                                   177 15 51.7
 MD1734:SPC MI S     -  YELLOW                                   178 09 12.6
 MD1734:UTM  16      -  YELLOW                                   176 22 34.7
 MD1734
 MD1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8528323627(NAD 83)
 MD1734
 MD1734|---------------------------------------------------------------------|
 MD1734| PID    Reference Object                     Distance      Geod. Az  |
 MD1734|                                                           dddmmss.s |
 MD1734| CD1252 SIMON RM 1                           27.051 METERS 04712     |
 MD1734| MD1725 YELLOW                              APPROX.14.4 KM 1770334.6 |
 MD1734| CD1251 SIMON AZ MK                                        1960010.9 |
 MD1734| CD1253 SIMON RM 2                           26.301 METERS 26221     |
 MD1734| CD1254 SIMON RM 3                           11.905 METERS 32618     |
 MD1734|---------------------------------------------------------------------|
 MD1734
 MD1734                          SUPERSEDED SURVEY CONTROL
 MD1734
 MD1734  NAD 83(1994)-  41 45 35.66051(N)    085 58 26.68535(W) AD(       ) 2
 MD1734  NAD 83(1986)-  41 45 35.66041(N)    085 58 26.68850(W) AD(       ) 2
 MD1734  NAD 27      -  41 45 35.48380(N)    085 58 26.68220(W) AD(       ) 2
 MD1734
 MD1734.Superseded values are not recommended for survey control.
 MD1734
 MD1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1734.See file dsdata.pdf to determine how the superseded data were derived.
 MD1734
 MD1734_MARKER: DS = TRIANGULATION STATION DISK
 MD1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1734_STAMPING: SIMON 1947
 MD1734_MARK LOGO: CGS
 MD1734_PROJECTION: FLUSH
 MD1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1734+STABILITY: SURFACE MOTION
 MD1734
 MD1734  HISTORY     - Date     Condition        Report By
 MD1734  HISTORY     - 1947     MONUMENTED       CGS
 MD1734  HISTORY     - 1952     GOOD             CGS
 MD1734  HISTORY     - 1968     SEE DESCRIPTION  BRADY
 MD1734  HISTORY     - 1970     GOOD             NGS
 MD1734  HISTORY     - 1973     GOOD             BRADY
 MD1734  HISTORY     - 1980     GOOD             IN-039
 MD1734  HISTORY     - 1981     GOOD             MIDH
 MD1734
 MD1734                          STATION DESCRIPTION
 MD1734
 MD1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1734'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF ELKHART AT THE
 MD1734'INDIANA-MICHIGAN STATE LINE.  IT IS 208 FEET EAST OF THE CENTER LINE
 MD1734'OF STATE HIGHWAY NO.  19, 120 FEET NORTHEAST OF THE NORTHEAST CORNER
 MD1734'OF A HOUSE, 46 FEET SOUTH OF CENTER OF STATE LINE GRAVEL ROAD, 42 FEET
 MD1734'SOUTHEAST OF A 36 INCH OAK TREE AND 28 FEET SOUTH OF A WHITE WITNESS
 MD1734'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED SIMON. 1947.
 MD1734'
 MD1734'REFERENCE MARK NO. 1 IS 88.76 FEET NORTHEAST OF THE STATION.  IT IS 15
 MD1734'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF AN
 MD1734'EAST-WEST FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MD1734'STAMPED SIMON NO 1 1947.
 MD1734'
 MD1734'REFERENCE MARK NO. 2 IS 86.29 FEET WEST OF THE STATION.  IT IS 56 FEET
 MD1734'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 45 FEET NORTHEAST OF THE
 MD1734'NORTHEAST CORNER OF THE HOUSE.  THE MARK IS FLUSH AND THE DISK IS
 MD1734'STAMPED SIMON NO 2 1947.
 MD1734'
 MD1734'AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION.  IT IS 94 FEET
 MD1734'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 23 FEET WEST OF THE
 MD1734'CENTERLINE OF STATE HIGHWAY NO. 19 AND 2 FEET NORTH OF A WHITE WITNESS
 MD1734'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SIMON 1947.
 MD1734'
 MD1734'TO REACH THE STATION FROM THE POST OFFICE IN ELKHART GO NORTH ON STATE
 MD1734'HIGHWAY NO.  19 FOR 5.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 MD1734'CONTINUE NORTH FOR 0.2 MILE TO STATE LINE ROAD, TURN RIGHT AND GO EAST
 MD1734'FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 MD1734'
 MD1734'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1734
 MD1734                          STATION RECOVERY (1952)
 MD1734
 MD1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1734'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 MD1734'DISTANCES AND DIRECTIONS WERE CHECKED AND ARE CORRECT.  THE STATION IS
 MD1734'ON PROPERTY OWNED BY HOWARD BAUMGARDNER.  THE OLD DESCRIPTION IS
 MD1734'ADEQUATE.
 MD1734'
 MD1734'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1734
 MD1734                          STATION RECOVERY (1968)
 MD1734
 MD1734'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1968 (HH)
 MD1734'TOP MONUMENT PUSHED OVER, FOUND SUBMONUMENT.  PLACED DRAIN TILE WITH
 MD1734'LID OVER SUB MONUMENT.  NO SEARCH MADE FOR AZIMUTH MARK.  BOTH
 MD1734'REFERENCE MARKS FOUND.
 MD1734
 MD1734                          STATION RECOVERY (1970)
 MD1734
 MD1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MD1734'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 MD1734'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS NOT FOUND
 MD1734'AND IS ASSUMED TO HAVE BEEN DESTROYED.  THE LINE OF SIGHT TO THE
 MD1734'AZIMUTH MARK WAS OBSTRUCTED.  REFERENCE MARK 2 WILL SOON BE OBSTRUCTED
 MD1734'BY AN APPLE TREE AND A REFERENCE MARK 3 WAS SET.  A NEW SURFACE
 MD1734'STATION MARK WAS SET.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS
 MD1734'DID THE DIRECTION BETWEEN THEM.  A NEW DESCRIPTION FOLLOWS-
 MD1734'
 MD1734'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ELKHART, AT THE
 MD1734'MICHIGAN-INDIANA STATE LINE, ON THE PROPERTY OF CARL AND ROBERT
 MD1734'SWARTZELL, 208 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 19, 46
 MD1734'FEET SOUTH OF THE CENTERLINE OF STATE LINE RD., 32 FEET SOUTH OF A
 MD1734'FENCE, 36 FEET SOUTHEAST OF A 40 INCH OAK TREE AND 1 FOOT WEST OF A
 MD1734'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MD1734'SIMON 1947 1970. (NOTE 1B 7A)
 MD1734'
 MD1734'REFERENCE MARK 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 MD1734'FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND 50 FEET
 MD1734'WEST OF A 48 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD1734'STAMPED SIMON NO 1 1947.
 MD1734'
 MD1734'REFERENCE MARK 2 IS 56 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 59
 MD1734'FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE AND 25 FEET EAST OF A
 MD1734'FENCE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 MD1734'SIMON NO 2 1947.
 MD1734'
 MD1734'REFERENCE MARK 3 IS 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 MD1734'FOOT WEST OF A METAL WITNESS POST, 11 FEET NORTHEAST OF THE 40 INCH
 MD1734'OAK TREE AND IN AN EAST-WEST FENCE LINE.  THE MONUMENT PROJECTS 3
 MD1734'INCHES AND THE DISK IS STAMPED SIMON 1947 NO 3 1970.
 MD1734'
 MD1734'THE AZIMUTH MARK IS 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MD1734'HOUSE AND 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 MD1734'PROJECTS 2 INCHES AND THE DISK IS STAMPED SIMON 1947.
 MD1734'
 MD1734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE LINE RD.
 MD1734'FOR 200 FEET TO STATE HIGHWAY 19.  TURN LEFT AND GO SOUTH ON THE
 MD1734'HIGHWAY FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 MD1734'
 MD1734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES NORTH
 MD1734'OF ELKHART.
 MD1734'
 MD1734'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 MD1734
 MD1734                          STATION RECOVERY (1973)
 MD1734
 MD1734'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 MD1734'SIMON 1947/1970 FOUND IN GOOD CONDITION WITH WITNESS POST.  SIMON 1947
 MD1734'(AZIM) FOUND IN GOOD CONDITION.  WITNESS POST SET.  SIMON NO. 1 1947
 MD1734'FOUND IN GOOD CONDITION WITH WITNESS POST.  SIMON NO. 3 1947/1970
 MD1734'FOUND IN GOOD CONDITION WITH WITNESS POST.  MARKS ACCESSIBLE.
 MD1734'PROPERTY OWNER NOT CONTACTED.  DID NOT LOOK FOR RM 2.  LINE OF SIGHT
 MD1734'FROM STATION TO AZIM. MARK IS BLOCKED BY A HOUSE.  DISTANCE AND
 MD1734'DIRECTION FROM NEAREST TOWN - 5 MILES N. OF ELKHART.
 MD1734
 MD1734                          STATION RECOVERY (1980)
 MD1734
 MD1734'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1734'SIMON 1947 1970 FOUND AS DESCRIBED.  SIMON NO. 1 1947 FOUND 16.5 FEET
 MD1734'WEST OF 12 INCH OAK (40 INCH OAK GONE)  SIMON NO. 2 1947 FOUND 6 FEET
 MD1734'SSE OF 10 INCH APPLE AND 21 FEET SE OF 20 INCH ELM (GARAGE GONE)
 MD1734'SIMON NO. 3 1970 FOUND FLUSH WITH GROUND.  AZ. MARK FOUND AS DESCRIBED
 MD1734'WITH HOUSE ON LINE TO STATION.  DISTANCE AND DIRECTION FROM NEAREST
 MD1734'TOWN--5.5 MILES NORTH OF ELKHART, INDIANA.
 MD1734
 MD1734                          STATION RECOVERY (1981)
 MD1734
 MD1734'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (DRW)
 MD1734'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 MD1734'CONDITION.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2046 ***********************************************************************
 LA2046  DESIGNATION -  SIMPSON
 LA2046  PID         -  LA2046
 LA2046  STATE/COUNTY-  IN/HUNTINGTON
 LA2046  COUNTRY     -  US
 LA2046  USGS QUAD   -  MAJENICA (2019)
 LA2046
 LA2046                         *CURRENT SURVEY CONTROL
 LA2046  ______________________________________________________________________
 LA2046* NAD 83(1997) POSITION- 40 50 16.53548(N) 085 24 25.57477(W)   ADJUSTED
 LA2046* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 LA2046  ______________________________________________________________________
 LA2046  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 LA2046  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 LA2046  HORZ ORDER      -  SECOND
 LA2046
 LA2046.The horizontal coordinates were established by classical geodetic methods
 LA2046.and adjusted by the National Geodetic Survey in May 1999.
 LA2046
 LA2046.The orthometric height was scaled from a topographic map.
 LA2046
 LA2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2046.GEOID18 height accuracy estimate available here.
 LA2046
 LA2046.Click photographs - Photos may exist for this station.
 LA2046
 LA2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2046
 LA2046. The following values were computed from the NAD 83(1997) position.
 LA2046
 LA2046;                    North         East     Units Scale Factor Converg.
 LA2046;SPC IN E     -   620,592.582   121,891.032   MT  0.99997256   +0 10 11.0
 LA2046;SPC IN E     - 2,036,060.83    399,904.16   sFT  0.99997256   +0 10 11.0
 LA2046;UTM  16      - 4,521,986.525   634,295.141   MT  0.99982198   +1 02 30.4
 LA2046
 LA2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2046!SPC IN E     -   0.99996676  x   0.99997256  =   0.99993932
 LA2046!UTM  16      -   0.99996676  x   0.99982198  =   0.99978875
 LA2046
 LA2046:                Primary Azimuth Mark                     Grid Az
 LA2046:SPC IN E     -  SIMPSON AZ MK                            124 02 40.0
 LA2046:UTM  16      -  SIMPSON AZ MK                            123 10 20.6
 LA2046
 LA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3429521986(NAD 83)
 LA2046
 LA2046|---------------------------------------------------------------------|
 LA2046| PID    Reference Object                     Distance      Geod. Az  |
 LA2046|                                                           dddmmss.s |
 LA2046| CD1256 SIMPSON RM 1                         21.037 METERS 03130     |
 LA2046| CD1255 SIMPSON AZ MK                                      1241251.0 |
 LA2046| CD1257 SIMPSON RM 2                         28.380 METERS 29154     |
 LA2046| LA2047 HUNTINGTON PUB SER CO STACK         APPROX. 8.9 KM 3015425.9 |
 LA2046| LA2049 HUNTINGTON ASBESTOS MFG CO STK      APPROX. 7.9 KM 3133905.5 |
 LA2046|---------------------------------------------------------------------|
 LA2046
 LA2046                          SUPERSEDED SURVEY CONTROL
 LA2046
 LA2046  NAD 83(1995)-  40 50 16.53573(N)    085 24 25.58474(W) AD(       ) 2
 LA2046  NAD 83(1986)-  40 50 16.53722(N)    085 24 25.58845(W) AD(       ) 2
 LA2046  NAD 27      -  40 50 16.37000(N)    085 24 25.68810(W) AD(       ) 2
 LA2046
 LA2046.Superseded values are not recommended for survey control.
 LA2046
 LA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2046.See file dsdata.pdf to determine how the superseded data were derived.
 LA2046
 LA2046_MARKER: DS = TRIANGULATION STATION DISK
 LA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2046_STAMPING: SIMPSON 1948
 LA2046_MARK LOGO: CGS
 LA2046_PROJECTION: FLUSH
 LA2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2046+STABILITY: SURFACE MOTION
 LA2046
 LA2046  HISTORY     - Date     Condition        Report By
 LA2046  HISTORY     - 1948     MONUMENTED       CGS
 LA2046  HISTORY     - 1961     GOOD             FAS
 LA2046
 LA2046                          STATION DESCRIPTION
 LA2046
 LA2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2046'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HUNTINGTON AND 4 MILES
 LA2046'WEST OF MARKLE.  IT IS
 LA2046'67 FEET SOUTHWEST OF A BARN, 50 FEET NORTHEAST OF THE CENTER OF U.S.
 LA2046'HIGHWAY 224 AND 15 FEET NORTHEAST OF
 LA2046'A WHITE WITNESS POST AND FENCE.  THE MARK IS FLUSH
 LA2046'WITH THE GROUND AND THE DISK IS STAMPED SIMPSON 1948.
 LA2046'
 LA2046'REFERENCE MARK NO. 1 IS 69.02 FEET NORTHEAST OF STATION.  IT IS 2
 LA2046'FEET NORTHWEST OF THE WEST END
 LA2046'OF A BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LA2046'SIMPSON NO 1 1948.
 LA2046'
 LA2046'REFERENCE MARK NO. 2 IS 93.11 FEET NORTHWEST OF STATION.  IT IS 35
 LA2046'FEET NORTHEAST OF CENTER OF
 LA2046'HIGHWAY 224 AND 1 FOOT EAST OF A FENCE CORNER.  THE MARK PROJECTS
 LA2046'ABOUT 6 INCHES AND THE DISK IS
 LA2046'STAMPED SIMPSON NO 2 1948.
 LA2046'
 LA2046'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF STATION.  IT IS 34 FEET WEST
 LA2046'OF CENTER OF HIGHWAY 224, 4
 LA2046'FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE AND 1 FOOT
 LA2046'NORTH OF A WHITE WITNESS POST.
 LA2046'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2046'STAMPED SIMPSON 1948.
 LA2046'
 LA2046'TO REACH STATION FROM THE HUNTINGTON COUNTY COURTHOUSE IN HUNTINGTON,
 LA2046'GO SOUTHEAST ON U.S. HIGHWAY
 LA2046'224 FOR 5.4 MILES TO STATION ON LEFT AS DESCRIBED.
 LA2046'
 LA2046'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ON HIGHWAY 224 FOR
 LA2046'0.25 MILE TO AZIMUTH MARK ON
 LA2046'RIGHT AS DESCRIBED.
 LA2046'
 LA2046'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LA2046
 LA2046                          STATION RECOVERY (1961)
 LA2046
 LA2046'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA2046'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED IN HORIZONTAL CONTROL
 LA2046'DATA SHEET 400851 STATION 1045.  STAMPED SIMPSON 1948.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2150 ***********************************************************************
 LA2150  DESIGNATION -  SIMS
 LA2150  PID         -  LA2150
 LA2150  STATE/COUNTY-  IN/HOWARD
 LA2150  COUNTRY     -  US
 LA2150  USGS QUAD   -  POINT ISABEL (2019)
 LA2150
 LA2150                         *CURRENT SURVEY CONTROL
 LA2150  ______________________________________________________________________
 LA2150* NAD 83(1997) POSITION- 40 28 43.51513(N) 085 52 20.71566(W)   ADJUSTED
 LA2150* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 LA2150  ______________________________________________________________________
 LA2150  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 LA2150  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 LA2150  HORZ ORDER      -  SECOND
 LA2150
 LA2150.The horizontal coordinates were established by classical geodetic methods
 LA2150.and adjusted by the National Geodetic Survey in May 1999.
 LA2150
 LA2150.The orthometric height was scaled from a topographic map.
 LA2150
 LA2150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2150.GEOID18 height accuracy estimate available here.
 LA2150
 LA2150.Click photographs - Photos may exist for this station.
 LA2150
 LA2150.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2150
 LA2150. The following values were computed from the NAD 83(1997) position.
 LA2150
 LA2150;                    North         East     Units Scale Factor Converg.
 LA2150;SPC IN E     -   580,696.702    82,553.738   MT  0.99997041   -0 08 00.8
 LA2150;SPC IN E     - 1,905,169.10    270,845.06   sFT  0.99997041   -0 08 00.8
 LA2150;UTM  16      - 4,481,507.013   595,575.234   MT  0.99971244   +0 43 55.3
 LA2150
 LA2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2150!SPC IN E     -   0.99996416  x   0.99997041  =   0.99993457
 LA2150!UTM  16      -   0.99996416  x   0.99971244  =   0.99967661
 LA2150
 LA2150:                Primary Azimuth Mark                     Grid Az
 LA2150:SPC IN E     -  SIMS AZ MK                               267 58 17.6
 LA2150:UTM  16      -  SIMS AZ MK                               267 06 21.5
 LA2150
 LA2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9557581507(NAD 83)
 LA2150
 LA2150|---------------------------------------------------------------------|
 LA2150| PID    Reference Object                     Distance      Geod. Az  |
 LA2150|                                                           dddmmss.s |
 LA2150| LA2209 SWAYZEE MUNICIPAL TANK              APPROX. 5.4 KM 0530651.3 |
 LA2150| CD1259 SIMS RM 1                            30.809 METERS 19838     |
 LA2150| CD1258 SIMS AZ MK                                         2675016.8 |
 LA2150| CD1260 SIMS RM 2                            30.159 METERS 32014     |
 LA2150|---------------------------------------------------------------------|
 LA2150
 LA2150                          SUPERSEDED SURVEY CONTROL
 LA2150
 LA2150  NAD 83(1986)-  40 28 43.51883(N)    085 52 20.72905(W) AD(       ) 2
 LA2150  NAD 27      -  40 28 43.37830(N)    085 52 20.78440(W) AD(       ) 2
 LA2150
 LA2150.Superseded values are not recommended for survey control.
 LA2150
 LA2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2150.See file dsdata.pdf to determine how the superseded data were derived.
 LA2150
 LA2150_MARKER: DS = TRIANGULATION STATION DISK
 LA2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2150_STAMPING: SIMS 1954
 LA2150_MARK LOGO: CGS
 LA2150_PROJECTION: RECESSED 30 CENTIMETERS
 LA2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2150+STABILITY: SURFACE MOTION
 LA2150
 LA2150  HISTORY     - Date     Condition        Report By
 LA2150  HISTORY     - 1954     MONUMENTED       CGS
 LA2150
 LA2150                          STATION DESCRIPTION
 LA2150
 LA2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2150'STATION IS LOCATED ABOUT 5 MILES EAST OF GREENTOWN, 1-1/2 MILES
 LA2150'SOUTHWEST OF SIMS AND 1/2 MILE WEST OF THE HOWARD-GRANT COUNTY LINE,
 LA2150'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 35, STATE
 LA2150'HIGHWAY 22 AND STATE HIGHWAY 513 AND IS ON STATE HIGHWAY PROPERTY.
 LA2150'
 LA2150'IT IS 65 FEET NORTHEAST OF THE INTERSECTION, 56 FEET SOUTH OF A
 LA2150'TELEPHONE POLE, 36 FEET EAST OF THE CENTER OF HIGHWAY 513 AND 28 FEET
 LA2150'NORTHWEST OF A SMALL L SHAPED CONCRETE CULVERT HEADER.  THE MARK IS
 LA2150'ABOUT 12 INCHES BELOW GROUND AND THE DISK IS STAMPED SIMS 1954.
 LA2150'
 LA2150'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE INTERSECTION, 10 FEET
 LA2150'WEST OF THE CENTER OF A DIRT FARM LANE AND 1 FOOT EAST OF A WHITE
 LA2150'WITNESS POST AND FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 LA2150'STAMPED SIMS NO 1 1954.
 LA2150'
 LA2150'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTER OF HIGHWAY 513.
 LA2150'THE MARK IS FLUSH AND THE DISK IS STAMPED SIMS NO 2 1954.
 LA2150'
 LA2150'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 35 AND
 LA2150'STATE HIGHWAY 22 AND 2 FEET EAST OF A WHITE WITNESS POST AND CONCRETE
 LA2150'CORNER FENCE POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED SIMS
 LA2150'1954.
 LA2150'
 LA2150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 35, STATE
 LA2150'HIGHWAY 22 WITH MERIDIAN STREET IN GREENTOWN, GO EAST ON HIGHWAY 35
 LA2150'AND 22 FOR 4.75 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF
 LA2150'HIGHWAY AS DESCRIBED.  CONTINUE EAST ON HIGHWAY 35 AND 22 FOR 0.25
 LA2150'MILE TO THE INTERSECTION WITH STATE HIGHWAY 513 AND THE STATION IN THE
 LA2150'NORTHEAST ANGLE AS DESCRIBED.
 LA2150'
 LA2150'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2152 ***********************************************************************
 HZ2152  DESIGNATION -  SIMS
 HZ2152  PID         -  HZ2152
 HZ2152  STATE/COUNTY-  IN/CLARK
 HZ2152  COUNTRY     -  US
 HZ2152  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2152
 HZ2152                         *CURRENT SURVEY CONTROL
 HZ2152  ______________________________________________________________________
 HZ2152* NAD 83(1997) POSITION- 38 20 36.07496(N) 085 39 44.05587(W)   ADJUSTED
 HZ2152* NAVD 88 ORTHO HEIGHT -   165.7   (meters)      544.    (feet) VERTCON3
 HZ2152  ______________________________________________________________________
 HZ2152  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 HZ2152  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 HZ2152  HORZ ORDER      -  FIRST
 HZ2152
 HZ2152.The horizontal coordinates were established by classical geodetic methods
 HZ2152.and adjusted by the National Geodetic Survey in May 1999.
 HZ2152
 HZ2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2152
 HZ2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2152.GEOID18 height accuracy estimate available here.
 HZ2152
 HZ2152.Click photographs - Photos may exist for this station.
 HZ2152
 HZ2152.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2152
 HZ2152. The following values were computed from the NAD 83(1997) position.
 HZ2152
 HZ2152;                    North         East     Units Scale Factor Converg.
 HZ2152;SPC IN E     -   343,604.984   100,387.170   MT  0.99996667   +0 00 09.9
 HZ2152;SPC IN E     - 1,127,310.69    329,353.57   sFT  0.99996667   +0 00 09.9
 HZ2152;SPC KY1Z     - 1,223,083.685 1,507,671.820   MT  0.99993808   +0 03 14.0
 HZ2152;SPC KY1Z     - 4,012,733.72  4,946,419.96   sFT  0.99993808   +0 03 14.0
 HZ2152;SPC KY N     -    94,556.038   376,549.481   MT  0.99996441   -0 52 42.6
 HZ2152;SPC KY N     -   310,222.60  1,235,396.09   sFT  0.99996441   -0 52 42.6
 HZ2152;UTM  16      - 4,244,758.743   616,904.695   MT  0.99976831   +0 49 48.0
 HZ2152
 HZ2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2152!SPC IN E     -   0.99997924  x   0.99996667  =   0.99994591
 HZ2152!SPC KY1Z     -   0.99997924  x   0.99993808  =   0.99991732
 HZ2152!SPC KY N     -   0.99997924  x   0.99996441  =   0.99994365
 HZ2152!UTM  16      -   0.99997924  x   0.99976831  =   0.99974755
 HZ2152
 HZ2152:                Primary Azimuth Mark                     Grid Az
 HZ2152:SPC IN E     -  SIMS AZ MK                               149 40 37.1
 HZ2152:SPC KY1Z     -  SIMS AZ MK                               149 37 33.0
 HZ2152:SPC KY N     -  SIMS AZ MK                               150 33 29.6
 HZ2152:UTM  16      -  SIMS AZ MK                               148 50 59.0
 HZ2152
 HZ2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1690444758(NAD 83)
 HZ2152
 HZ2152|---------------------------------------------------------------------|
 HZ2152| PID    Reference Object                     Distance      Geod. Az  |
 HZ2152|                                                           dddmmss.s |
 HZ2152| CG9943 SIMS RM 1                            22.631 METERS 04537     |
 HZ2152| HZ2116 INDIANA ORD WKS 6014 SANI TANK      APPROX. 5.8 KM 0520748.6 |
 HZ2152| CG9942 SIMS AZ MK                                         1494047.0 |
 HZ2152| HZ2149 LOUISVILLE WATER CO TANK            APPROX.10.0 KM 1901656.9 |
 HZ2152| HZ2135 LOUISVILLE TALL BLACK TANK          APPROX. 9.0 KM 1921700.9 |
 HZ2152| HZ2147 LOUISVILLE WATERWKS TWR             APPROX. 7.6 KM 2060929.1 |
 HZ2152| CG9944 SIMS RM 2                            30.201 METERS 26644     |
 HZ2152| HZ2134 INDIANA ORD WKS 6013 SANI TANK      APPROX. 2.9 KM 3150258.8 |
 HZ2152| HZ2133 INDIANA ORD WKS 6012 SANI TANK      APPROX. 3.8 KM 3164050.6 |
 HZ2152|---------------------------------------------------------------------|
 HZ2152
 HZ2152                          SUPERSEDED SURVEY CONTROL
 HZ2152
 HZ2152  NAD 83(1993)-  38 20 36.07512(N)    085 39 44.05580(W) AD(       ) 1
 HZ2152  NAD 83(1986)-  38 20 36.07837(N)    085 39 44.06252(W) AD(       ) 1
 HZ2152  NAD 27      -  38 20 35.83800(N)    085 39 44.20100(W) AD(       ) 1
 HZ2152  USSD        -  38 20 35.97300(N)    085 39 44.02700(W) AD(       ) 3
 HZ2152  NGVD 29 (07/19/86)  165.9    (m)          544.     (f) VERT ANG       
 HZ2152
 HZ2152.Superseded values are not recommended for survey control.
 HZ2152
 HZ2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2152.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2152
 HZ2152_MARKER: X = CHISELED CROSS
 HZ2152_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2152
 HZ2152  HISTORY     - Date     Condition        Report By
 HZ2152  HISTORY     - 1884     MONUMENTED       CGS
 HZ2152  HISTORY     - 1933     GOOD             CGS
 HZ2152  HISTORY     - 1935     GOOD             CGS
 HZ2152  HISTORY     - 1947     GOOD             CGS
 HZ2152  HISTORY     - 1961     GOOD             CGS
 HZ2152  HISTORY     - 1963     GOOD             AEROS
 HZ2152  HISTORY     - 1964     GOOD             CGS
 HZ2152
 HZ2152                          STATION DESCRIPTION
 HZ2152
 HZ2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (JLC)
 HZ2152'THERE IS NO DESCRIPTION AVAILABLE FOR THIS STATION. IT IS PROBABLY
 HZ2152'MARKED BY A LIMESTONE POST 2 FEET IN LENGTH AND DRESSED TO 5
 HZ2152'INCHES SQUARE AT THE TOP INSCRIBED WITH A CROSS AND THE LETTERS
 HZ2152'U.S.C. AND G.S.  IT IS ALSO MARKED 2 FEET BELOW THE SURFACE OF
 HZ2152'THE GROUND BY A COPPER WIRE SET IN CEMENT IN THE MOUTH OF A
 HZ2152'BLACK BOTTLE WHICH IN TURN IS SET AT THE CENTER OF A 10-INCH
 HZ2152'TILE FILLED WITH CONCRETE.  THERE ARE THREE REFERENCE MARKS
 HZ2152'EACH CONSISTING OF A STONE SIMILAR TO THE ONE MARKING THE
 HZ2152'STATION, EXCEPT THAT THE TOP IS INSCRIBED WITH A DIAGONAL
 HZ2152'ARROW POINTING TOWARD THE STATION, THE SAME AS THE OTHER
 HZ2152'STATIONS ESTABLISHED IN THIS LOCALITY BY PROF. J.L. CAMPBELL IN 1884.
 HZ2152
 HZ2152                          STATION RECOVERY (1933)
 HZ2152
 HZ2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2152'STATION WAS RECOVERED IN GOOD CONDITION. IT IS ABOUT 7 MILES
 HZ2152'EAST-NORTHEAST OF JEFFERSONVILLE, AND 3/4 MILE NORTHWEST OF UTICA,
 HZ2152'AT THE WEST END OF A BARE RIDGE ON THE OLD SIMS FARM, NOW OWNED AND
 HZ2152'OCCUPIED BY C.C. BYRON, ABOUT 0.3 MILE NORTHWEST ACROSS RAVINE
 HZ2152'FROM THE BYRON HOUSE, AND ABOUT 75 YARDS EAST OF THE ROAD. THE
 HZ2152'STATION WAS RE-MARKED. THREE
 HZ2152'OLD REFERENCE MARKS ARE SQUARE STONE POSTS WITH DIAGONAL CROSSES AND
 HZ2152'ARROWS POINTING TO THE STATION, THEY ARE 1.83 METERS NORTH,
 HZ2152'EAST AND SOUTH OF THE STATION. THE WEST MARK WAS REMOVED. THE
 HZ2152'STATION AND REFERENCE MARKS PROJECT 3 INCHES ABOVE THE SURFACE OF THE
 HZ2152'GROUND.
 HZ2152'
 HZ2152'TO REACH THE STATION FROM JEFFERSONVILLE, GO EAST ON EAST MARKET
 HZ2152'STREET AND FOLLOW ROAD ALONG THE NORTH SHORE OF THE RIVER ABOUT 7
 HZ2152'MILES TO UTICA, AT UTICA GO TWO BLOCKS BEYOND THE RED BRICK CHRISTIAN
 HZ2152'CHURCH TO T-ROAD LEFT, TURN LEFT AND PROCEED ABOUT 1-1/2 MILES TO
 HZ2152'THE BYRON HOUSE,A RED BRICK HOUSE ON RIGHT SIDE OF ROAD, ENTER
 HZ2152'BARNYARD AND PROCEED NORTH-NORTHWEST ACROSS RAVINE ABOUT 0.3 MILE
 HZ2152'TO THE STATION.
 HZ2152'
 HZ2152'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 HZ2152'NORTHEAST SLOPE OF THE HILL, ABOUT 6 FEET LOWER THAN THE TOP
 HZ2152'OF THE HILL, AND PROJECTS 5 INCHES. REFERENCE MARK NO. 2 NOTE 11B IS
 HZ2152'WEST-NORTHWEST OF THE STATION, ON THE WEST SLOPE OF THE HILL
 HZ2152'ABOUT 4 FEET LOWER THAN THE TOP OF THE HILL, AND PROJECTS 4 INCHES.
 HZ2152'
 HZ2152'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 HZ2152'STATION IN THE BARNYARD, ABOUT 100 YARDS NORTHWEST OF THE BYRON
 HZ2152'HOUSE, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 20 FEET
 HZ2152'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET
 HZ2152'EAST-NORTHEAST OF FENCE, 18 FEET NORTHWEST OF A 48-INCH ELM TREE, AND
 HZ2152'PROJECTS 8 INCHES.
 HZ2152'
 HZ2152'A 50-FOOT TOWER WILL CLEAR ALL LINES. LINES TO BLIND ASYLUM, BANGS
 HZ2152'AND SIX MILE ARE CLEAR FROM THE GROUND.
 HZ2152
 HZ2152                          STATION RECOVERY (1935)
 HZ2152
 HZ2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2152'ABOUT 7 MILES NORTHEAST OF JEFFERSONVILLE VIA THE RIVER ROAD, AND 3/4
 HZ2152'MILE NORTHWEST OF UTICA, ON LAND OWNED BY W.P.  WATSON, ON THE
 HZ2152'WESTERLY POINT OF THE HIGH RIDGE ABOUT 1/4 MILE NORTHERLY ACROSS THE
 HZ2152'RAVINE FROM THE WATSON FARMHOUSE, ABOUT 100 YARDS
 HZ2152'EASTERLY FROM THE ROAD WHERE IT RUNS BETWEEN STONE FENCES AT THE FOOT
 HZ2152'OF THE HILL. THE STATION IS MARKED WITH STANDARD DISKS SET IN
 HZ2152'CONCRETE AND PLACED IN 1933. THREE OF THE ORIGINAL REFERENCE STONES
 HZ2152'ARE IN PLACE.
 HZ2152
 HZ2152                          STATION RECOVERY (1947)
 HZ2152
 HZ2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2152'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO ADDITIONAL
 HZ2152'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND
 HZ2152'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2152'THE ORIGINAL DIRECTIONS FOR REACHING
 HZ2152'THE STATION ARE NO LONGER SATISFACTORY. A COMPLETE DESCRIPTION
 HZ2152'FOLLOWS-
 HZ2152'
 HZ2152'STATION IS ABOUT 8 MILES SOUTH OF CHARLESTOWN AND ABOUT 1 MILE
 HZ2152'NORTHWEST OF THE SMALL TOWN OF UTICA. IT IS LOCATED ON THE HIGHEST
 HZ2152'POINT OF A BARE ROUND-TOPPED HILL WHICH LIES ABOUT 0.3 MILE
 HZ2152'NORTH-NORTHWEST OF THE RED BRICK FARMHOUSE OF ROBERT KRAVETZ. THE
 HZ2152'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SIMS 1884 1933.
 HZ2152'
 HZ2152'REFERENCE MARK NO. 1 IS 74.25 FEET NORTHEAST OF THE STATION, ON THE
 HZ2152'NORTHEAST SLOPE OF HILL. THE MARK PROJECTS 3 INCHES, AND THE
 HZ2152'DISK IS STAMPED SIMS NO 1 1884 1933.
 HZ2152'
 HZ2152'REFERENCE MARK NO. 2 IS 99.07 FEET WEST OF THE STATION, ON THE W.
 HZ2152'SLOPE OF THE HILL. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 HZ2152'STAMPED SIMS NO 2 1884 1933.
 HZ2152'
 HZ2152'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION, ABOUT 100
 HZ2152'YARDS WEST OF THE KRAVETZ FARMHOUSE, 50 FEET WEST OF THE
 HZ2152'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD TO THE KRAVETZ BARN, AND
 HZ2152'20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A MAIN
 HZ2152'GRAVELED ROAD. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 HZ2152'SIMS 1884 1933 AZIMUTH.
 HZ2152'
 HZ2152'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN SOUTH
 HZ2152'CHARLESTOWN, GO SOUTH ON HIGHWAY 62 FOR 8.3 MILES TO A MACADAM
 HZ2152'CROSS ROAD, TURN LEFT AND GO 2.2 MILES TO A MACADAM CROSS ROAD, TURN
 HZ2152'LEFT AND GO 3.2 MILES TO THE STANDARD GAS STATION IN UTICA,
 HZ2152'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A ROAD FORK, TURN LEFT AND
 HZ2152'GO 0.05 MILE TO A GRAVELED SIDE ROAD LEFT, THEN TURN LEFT AND GO
 HZ2152'NORTHWESTERLY FOR 0.6 MILE TO THE KRAVETZ FARMHOUSE ON RIGHT. MR.
 HZ2152'KRAVETZ WILL DIRECT WAY TO DRIVE THROUGH FIELDS TO STATION.
 HZ2152'
 HZ2152'HEIGHT OF LIGHT-34 METERS.
 HZ2152
 HZ2152                          STATION RECOVERY (1961)
 HZ2152
 HZ2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EB)
 HZ2152'THE STATION, AZIMUTH AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED
 HZ2152'IN 1947 RECOVERY AND IN GOOD CONDITION.  REFERENCE MARK NO.
 HZ2152'1 HAS BEEN DESTROYED. THE POST AND MARK WERE FOUND LYING AT THE EDGE
 HZ2152'OF A FIELD.
 HZ2152'
 HZ2152'THE 1947 TO REACH AND DESCRIPTION IS ADEQUATE.
 HZ2152'
 HZ2152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HZ2152
 HZ2152                          STATION RECOVERY (1963)
 HZ2152
 HZ2152'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2152'STATION AND AZIMUTH MARK HAVE BEEN RECOVERED AS DESCRIBED.
 HZ2152
 HZ2152                          STATION RECOVERY (1964)
 HZ2152
 HZ2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMS)
 HZ2152'STATION MARK WAS SEARCHED FOR AND RECOVERED AS DESCRIBED, EXCEPT FOR
 HZ2152'THE FOLLOWING - THE MILEAGE FROM THE TURNOFF IN UTICA TO THE
 HZ2152'KRAVETZ FARM IS 0.5 INSTEAD OF 1.5 MILES.
 HZ2152'
 HZ2152'RM 1 HAS BEEN PLOWED UP AND IS LAYING AT THE BOTTOM OF THE RIDGE.
 HZ2152'
 HZ2152'RM 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 HZ2152'
 HZ2152'STATION MARKER, RM 2 AND AZIMUTH MARK ARE BRONZE DISKS IN 10 IN. X
 HZ2152'10 IN. CONCRETE POSTS AND EXTEND 6 IN. ABOVE GROUND.
 HZ2152'
 HZ2152'VIEW FROM T-2 TRIPOD IS BLOCKED TO THE NORTH AND WEST BY TREES ABOUT
 HZ2152'100 YARDS AWAY, AND HILLS TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0296 ***********************************************************************
 LA0296  DESIGNATION -  SIPE
 LA0296  PID         -  LA0296
 LA0296  STATE/COUNTY-  IN/JAY
 LA0296  COUNTRY     -  US
 LA0296  USGS QUAD   -  DEERFIELD (2019)
 LA0296
 LA0296                         *CURRENT SURVEY CONTROL
 LA0296  ______________________________________________________________________
 LA0296* NAD 83(1997) POSITION- 40 19 25.55948(N) 084 59 06.33115(W)   ADJUSTED
 LA0296* NAVD 88 ORTHO HEIGHT -   316.604 (meters)     1038.72  (feet) ADJUSTED
 LA0296  ______________________________________________________________________
 LA0296  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 LA0296  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 LA0296  DYNAMIC HEIGHT  -        316.442 (meters)     1038.19  (feet) COMP
 LA0296  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 LA0296
 LA0296  HORZ ORDER      -  FIRST
 LA0296  VERT ORDER      -  SECOND    CLASS 0
 LA0296
 LA0296.The horizontal coordinates were established by classical geodetic methods
 LA0296.and adjusted by the National Geodetic Survey in May 1999.
 LA0296
 LA0296.The orthometric height was determined by differential leveling and
 LA0296.adjusted by the NATIONAL GEODETIC SURVEY
 LA0296.in June 1991.
 LA0296
 LA0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0296.GEOID18 height accuracy estimate available here.
 LA0296
 LA0296.Click photographs - Photos may exist for this station.
 LA0296
 LA0296.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0296
 LA0296.The dynamic height is computed by dividing the NAVD 88
 LA0296.geopotential number by the normal gravity value computed on the
 LA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0296.degrees latitude (g = 980.6199 gals.).
 LA0296
 LA0296.The modeled gravity was interpolated from observed gravity values.
 LA0296
 LA0296. The following values were computed from the NAD 83(1997) position.
 LA0296
 LA0296;                    North         East     Units Scale Factor Converg.
 LA0296;SPC IN E     -   563,689.695   157,924.770   MT  1.00000795   +0 26 27.8
 LA0296;SPC IN E     - 1,849,371.94    518,124.85   sFT  1.00000795   +0 26 27.8
 LA0296;UTM  16      - 4,465,641.352   671,182.697   MT  0.99996073   +1 18 15.0
 LA0296
 LA0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0296!SPC IN E     -   0.99995560  x   1.00000795  =   0.99996355
 LA0296!UTM  16      -   0.99995560  x   0.99996073  =   0.99991634
 LA0296
 LA0296:                Primary Azimuth Mark                     Grid Az
 LA0296:SPC IN E     -  SIPE AZ MK RESET                         278 27 35.7
 LA0296:UTM  16      -  SIPE AZ MK RESET                         277 35 48.5
 LA0296
 LA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7118265641(NAD 83)
 LA0296
 LA0296|---------------------------------------------------------------------|
 LA0296| PID    Reference Object                     Distance      Geod. Az  |
 LA0296|                                                           dddmmss.s |
 LA0296| CE7351 SIPE RM 3                            38.399 METERS 04056     |
 LA0296| LA0297 SIPE RM 1                            59.345 METERS 09829     |
 LA0296| CE7349 SIPE AZ MK RESET                                   2785403.5 |
 LA0296| LA0294 SIPE AZ MK                                         2804851.0 |
 LA0296| LA2054 PORTLAND NAAS CANNING STACK         APPROX.11.5 KM 3461216.7 |
 LA0296| LA2055 PORTLAND RAD STA WPGN W MAST        APPROX.12.8 KM 3482023.3 |
 LA0296| LA0295 SIPE RM 2                            40.441 METERS 35137     |
 LA0296|---------------------------------------------------------------------|
 LA0296
 LA0296                          SUPERSEDED SURVEY CONTROL
 LA0296
 LA0296  NAD 83(1995)-  40 19 25.56061(N)    084 59 06.33344(W) AD(       ) 1
 LA0296  NAD 83(1986)-  40 19 25.56221(N)    084 59 06.34310(W) AD(       ) 1
 LA0296  NAD 27      -  40 19 25.40540(N)    084 59 06.45600(W) AD(       ) 1
 LA0296  NGVD 29 (??/??/92)  316.751  (m)         1039.21   (f) ADJ UNCH    2 0
 LA0296  NGVD 29             316.75   (m)         1039.2    (f) LEVELING    3  
 LA0296
 LA0296.Superseded values are not recommended for survey control.
 LA0296
 LA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0296.See file dsdata.pdf to determine how the superseded data were derived.
 LA0296
 LA0296_MARKER: DS = TRIANGULATION STATION DISK
 LA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0296_STAMPING: SIPE 1934
 LA0296_MARK LOGO: CGS
 LA0296_PROJECTION: RECESSED 30 CENTIMETERS
 LA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0296+STABILITY: SURFACE MOTION
 LA0296
 LA0296  HISTORY     - Date     Condition        Report By
 LA0296  HISTORY     - 1934     MONUMENTED       CGS
 LA0296  HISTORY     - 1947     GOOD             CGS
 LA0296  HISTORY     - 1955     GOOD             CGS
 LA0296
 LA0296                          STATION DESCRIPTION
 LA0296
 LA0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA0296'3.1 MILES NORTH AND 0.4 MILES WEST OF DEERFIELD, A SMALL TOWN AT THE
 LA0296'JUNCTION OF U.S.  HIGHWAY 27 AND STATE HIGHWAY 28, ON LAND HELD BY A
 LA0296'LOAN COMPANY AND LEASED BY IVAN SIPE, 225 FEET WEST OF FARMHOUSE, IN
 LA0296'HOG LOT, 70 FEET NORTH OF FENCE (HEDGE)  13 FEET EAST OF FENCE LINE,
 LA0296'55 FEET SOUTH OF FENCE LINE, AND IS 12 INCHES BELOW THE SURFACE.
 LA0296'
 LA0296'TO REACH FROM DEERFIELD, GO NORTH ON U.S. HIGHWAY 27 FOR 3.1 MILES TO
 LA0296'CROSSROADS, THEN WEST 0.4 MILE TO MR. SIPES HOUSE AND THE STATION.
 LA0296'
 LA0296'REFERENCE MARK NO 1 IS EAST OF THE STATION, 1 FOOT EAST OF FENCE LINE,
 LA0296'12 FEET WEST OF CENTER LINE OF LANE, 75 FEET NORTH OF GRAVELED ROAD,
 LA0296'AND PROJECTS 6 INCHES.
 LA0296'
 LA0296'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 1 FOOT EAST OF FENCE
 LA0296'LINE, 90 FEET WEST OF BARN, AND PROJECTS 6 INCHES.
 LA0296'
 LA0296'AZIMUTH MARK IS WEST OF THE STATION, ABOUT 400 FEET NORTH OF J.K.
 LA0296'OELSLAGERS FARMHOUSE, WHICH IS THE FIRST FARMHOUSE TO THE WEST, 1 FOOT
 LA0296'EAST OF FENCE LINE TO THE WEST (OF THE HOUSE)  25 FEET NORTH OF A VERY
 LA0296'LARGE ELM TREE, AND PROJECTS 6 INCHES.
 LA0296
 LA0296                          STATION RECOVERY (1947)
 LA0296
 LA0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LA0296'5.9 MI E FROM POWERS.
 LA0296'ABOUT 5.9 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 LA0296'AT POWERS, ABOUT 0.4 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 LA0296'27, AT A FARM HOUSE ON THE NORTH SIDE OF THE ROAD, 120 FEET
 LA0296'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 90 FEET NORTH OF
 LA0296'THE CENTER LINE OF THE ROAD, 132.5 FEET SOUTH OF R.M. 2, 30
 LA0296'FEET NORTHEAST OF A 6-INCH FORKED PEAR TREE, AND SET IN THE
 LA0296'TOP OF A CONCRETE POST ABOUT 14 INCHES UNDERGROUND.
 LA0296
 LA0296                          STATION RECOVERY (1955)
 LA0296
 LA0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0296'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 LA0296'IN GOOD CONDITION- THE AZIMUTH MARK WAS DESTROYED BECAUSE OF AN APPLE
 LA0296'ORCHARD ON LINE.  REFERENCE MARK 2 WAS DESTROYED AT THE REQUEST OF THE
 LA0296'PROPERTY OWNER.  REFERENCE MARK 1 COULD NOT BE MEASURED BECAUSE OF
 LA0296'CULTIVATION AND AN APPLE ORCHARD.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA0296'
 LA0296'THE STATION IS 7-1/2 MILES SOUTH OF PORTLAND, 0.4 MILE WEST OF U.S.
 LA0296'HIGHWAY 27, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN AND
 LA0296'71.5 FEET NORTH OF A FENCE.
 LA0296'
 LA0296'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO SOUTH ON
 LA0296'U.S. HIGHWAY 27 FOR 7.15 MILES TO A CROSS ROAD, TURN RIGHT AND GO WEST
 LA0296'FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT, CONTINUE WEST FOR 0.3
 LA0296'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA0296'
 LA0296'THE STATION MARK IS 10 INCHES BELOW THE GROUND, AND THE DISK IS
 LA0296'STAMPED SIPE 1934.
 LA0296'
 LA0296'REFERENCE MARK 1 IS 10 FEET WEST OF THE CENTER OF A DRIVEWAY, 2 FEET
 LA0296'SOUTH OF A 4 BY 4 IN. WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.
 LA0296'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED SIPE NO 1 1934.
 LA0296'
 LA0296'REFERENCE MARK 3 IS 6 FEET EAST OF THE SOUTHWEST CORNER OF THE BARN
 LA0296'AND 1 FOOT SOUTH OF THE BARN WALL.  THE MARK IS FLUSH WITH THE GROUND,
 LA0296'AND THE DISK IS STAMPED SIPE NO 3 1934.
 LA0296'
 LA0296'THE AZIMUTH MARK IS 99 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LA0296'BARN, 5 FEET NORTH OF A FENCE CORNER AND 2 FEET NORTH OF A 4 BY 4 IN.
 LA0296'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 LA0296'STAMPED SIPE 1934 RESET 1955.
 LA0296'
 LA0296'HEIGHT OF LIGHT PLATE-34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0297 ***********************************************************************
 LA0297  DESIGNATION -  SIPE RM 1
 LA0297  PID         -  LA0297
 LA0297  STATE/COUNTY-  IN/JAY
 LA0297  COUNTRY     -  US
 LA0297  USGS QUAD   -  DEERFIELD (2019)
 LA0297
 LA0297                         *CURRENT SURVEY CONTROL
 LA0297  ______________________________________________________________________
 LA0297* NAD 83(1986) POSITION- 40 19 25.28   (N) 084 59 03.84   (W)   HD_HELD1
 LA0297* NAVD 88 ORTHO HEIGHT -   316.029 (meters)     1036.84  (feet) ADJUSTED
 LA0297  ______________________________________________________________________
 LA0297  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 LA0297  DYNAMIC HEIGHT  -        315.868 (meters)     1036.31  (feet) COMP
 LA0297  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 LA0297
 LA0297  VERT ORDER      -  SECOND    CLASS 0
 LA0297
 LA0297.The horizontal coordinates were determined by differentially corrected
 LA0297.hand held GPS observations or other comparable positioning techniques
 LA0297.and have an estimated accuracy of +/- 3 meters.
 LA0297
 LA0297.The orthometric height was determined by differential leveling and
 LA0297.adjusted by the NATIONAL GEODETIC SURVEY
 LA0297.in June 1991.
 LA0297
 LA0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0297.GEOID18 height accuracy estimate available here.
 LA0297
 LA0297.Click photographs - Photos may exist for this station.
 LA0297
 LA0297.The dynamic height is computed by dividing the NAVD 88
 LA0297.geopotential number by the normal gravity value computed on the
 LA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0297.degrees latitude (g = 980.6199 gals.).
 LA0297
 LA0297.The modeled gravity was interpolated from observed gravity values.
 LA0297
 LA0297;                    North         East    Units  Estimated Accuracy
 LA0297;SPC IN E     -   563,681.5     157,983.6     MT  (+/- 3 meters HH1 GPS) 
 LA0297
 LA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7124165634(NAD 83)
 LA0297
 LA0297                          SUPERSEDED SURVEY CONTROL
 LA0297
 LA0297  NGVD 29 (??/??/92)  316.176  (m)         1037.32   (f) ADJ UNCH    2 0
 LA0297
 LA0297.Superseded values are not recommended for survey control.
 LA0297
 LA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0297.See file dsdata.pdf to determine how the superseded data were derived.
 LA0297
 LA0297_MARKER: DR = REFERENCE MARK DISK
 LA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0297_STAMPING: SIPE NO 1 1934
 LA0297_MARK LOGO: CGS
 LA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0297+STABILITY: SURFACE MOTION
 LA0297
 LA0297  HISTORY     - Date     Condition        Report By
 LA0297  HISTORY     - 1934     MONUMENTED       CGS
 LA0297  HISTORY     - 1947     GOOD             CGS
 LA0297
 LA0297                          STATION DESCRIPTION
 LA0297
 LA0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0297'5.9 MI E FROM POWERS.
 LA0297'ABOUT 5.9 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 LA0297'AT POWERS, ABOUT 0.4 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 LA0297'27, 194 FEET EAST OF THE STATION MARK, 59 FEET SOUTHWEST OF THE
 LA0297'SOUTHWEST CORNER OF A FARM HOUSE, 60 FEET NORTH OF THE CENTER
 LA0297'LINE OF THE ROAD, 9 FEET WEST OF THE CENTER LINE OF THE DRIVE
 LA0297'WAY, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 LA0297'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LA0297'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1955 ***********************************************************************
 JA1955  DESIGNATION -  SISSON RESET
 JA1955  PID         -  JA1955
 JA1955  STATE/COUNTY-  IN/SULLIVAN
 JA1955  COUNTRY     -  US
 JA1955  USGS QUAD   -  BUCKTOWN (2019)
 JA1955
 JA1955                         *CURRENT SURVEY CONTROL
 JA1955  ______________________________________________________________________
 JA1955* NAD 83(1997) POSITION- 38 58 11.87610(N) 087 17 10.23454(W)   ADJUSTED
 JA1955* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 JA1955  ______________________________________________________________________
 JA1955  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 JA1955  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 JA1955  HORZ ORDER      -  FIRST
 JA1955
 JA1955.The horizontal coordinates were established by classical geodetic methods
 JA1955.and adjusted by the National Geodetic Survey in May 1999.
 JA1955
 JA1955.The orthometric height was scaled from a topographic map.
 JA1955
 JA1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1955.GEOID18 height accuracy estimate available here.
 JA1955
 JA1955.Click photographs - Photos may exist for this station.
 JA1955
 JA1955.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1955
 JA1955. The following values were computed from the NAD 83(1997) position.
 JA1955
 JA1955;                    North         East     Units Scale Factor Converg.
 JA1955;SPC IN W     -   413,181.696   882,421.599   MT  0.99997047   -0 07 39.3
 JA1955;SPC IN W     - 1,355,580.28  2,895,078.20   sFT  0.99997047   -0 07 39.3
 JA1955;UTM  16      - 4,313,482.578   475,209.001   MT  0.99960757   -0 10 47.9
 JA1955
 JA1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1955!SPC IN W     -   0.99997434  x   0.99997047  =   0.99994481
 JA1955!UTM  16      -   0.99997434  x   0.99960757  =   0.99958192
 JA1955
 JA1955:                Primary Azimuth Mark                     Grid Az
 JA1955:SPC IN W     -  CALVARY RESET                            073 33 11.3
 JA1955:UTM  16      -  CALVARY RESET                            073 36 19.9
 JA1955
 JA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7520913482(NAD 83)
 JA1955
 JA1955|---------------------------------------------------------------------|
 JA1955| PID    Reference Object                     Distance      Geod. Az  |
 JA1955|                                                           dddmmss.s |
 JA1955| CG9950 SISSON RM 1                          60.274 METERS 05722     |
 JA1955| KA1987 CALVARY RESET                       APPROX.42.6 KM 0732532.0 |
 JA1955| CG9949 SISSON AZ MK                                       2535731.8 |
 JA1955| CG9951 SISSON RM 2 RESET                    67.263 METERS 28914     |
 JA1955| CG9954 SISSON RM 4                          47.994 METERS 32118     |
 JA1955| CG9952 SISSON RM 2                          52.731 METERS 34923     |
 JA1955| CG9953 SISSON RM 3                          40.965 METERS 35234     |
 JA1955|---------------------------------------------------------------------|
 JA1955
 JA1955                          SUPERSEDED SURVEY CONTROL
 JA1955
 JA1955  NAD 83(1986)-  38 58 11.88322(N)    087 17 10.23148(W) AD(       ) 1
 JA1955  NAD 27      -  38 58 11.72300(N)    087 17 10.17600(W) AD(       ) 1
 JA1955  USSD        -  38 58 11.84600(N)    087 17 10.03000(W) AD(       ) 3
 JA1955
 JA1955.Superseded values are not recommended for survey control.
 JA1955
 JA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1955.See file dsdata.pdf to determine how the superseded data were derived.
 JA1955
 JA1955_MARKER: DS = TRIANGULATION STATION DISK
 JA1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1955_STAMPING: SISSON 1885 1934
 JA1955_MARK LOGO: CGS
 JA1955_PROJECTION: RECESSED 25 CENTIMETERS
 JA1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1955+STABILITY: SURFACE MOTION
 JA1955
 JA1955  HISTORY     - Date     Condition        Report By
 JA1955  HISTORY     - 1885     MONUMENTED       CGS
 JA1955  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JA1955  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JA1955  HISTORY     - 1935     GOOD             CGS
 JA1955  HISTORY     - 1955     GOOD             CGS
 JA1955  HISTORY     - 1960     GOOD             PCC
 JA1955
 JA1955                          STATION DESCRIPTION
 JA1955
 JA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (GAF)
 JA1955'ABOUT 2 MILES FROM PLEASANTVILLE JUST SOUTH OF THE ROAD TO CARLISLE
 JA1955'AND SOUTH OF A SMALL DWELLING HOUSE ON THE NORTH SIDE OF THE ROAD
 JA1955'OCCUPIED BY JAMES L ANDERSON.  THE STATION IS IN JEFFERSON TOWNSHIP IN
 JA1955'THE SW 0.25 NE 0.25 SEC 10, T 6 N, R 8 W, ON LAND BELONGING TO MR
 JA1955'SISSION, AND OLD MAN LIVING ABOUT THREE-FOURTHS MILE NORTH ON THE
 JA1955'STATION.
 JA1955'
 JA1955'THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 JA1955'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U S C AND G S.
 JA1955'THE UNDERGROUND MARK IS AN EARTHENWARE PURAMID WITH EDGES ABOUT 6
 JA1955'INCHES LONG MARKED WITH WITH THE RAISED LETTERS U S C S.
 JA1955'
 JA1955'THE THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30
 JA1955'INCHES LONG.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 JA1955'MAGNETIC BEARING FROM THE STATION-IN THE FENCE CORNER WHERE THE FENCE
 JA1955'WEST OF THE STATION JOINS THE ROAD FENCE, 67.5 METERS N 76 DEG 00 MIN
 JA1955'W, IN THE YARD OF THE ANDERSON HOUSE, 52.7 METERS IN 15 DEG 05 MIN W,
 JA1955'AND ON THE INSIDE OF THE FENCE ALONG THE SOUTH SIDE OF THE ROAD, 61.8
 JA1955'METERS N 52 DEG 51 MIN E.  THE SECOND REFERENCE POST IS IN LINE
 JA1955'BETWEEN THE SOUTHEAST CORNER OF THE HOUSE AND THE WELL, 4.85 METERS
 JA1955'FROM THE HOUSE AND 2.59 METERS FROM THE WELL.
 JA1955
 JA1955                          STATION RECOVERY (1932)
 JA1955
 JA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RLP)
 JA1955'ADDITIONAL DESCRIPTION FOLLOWS-TO REACH FROM PLEASANTVILLE POST
 JA1955'OFFICE, GO WEST ON CARLISLE ROAD FOR 2.2 MILES TO A BLUEISH-GRAY HOUSE
 JA1955'ON THE RIGHT SIDE OF THE ROAD, AND A SMALL GARAGE SIMILARLY COLORED ON
 JA1955'THE LEFT HAND SIDE.  STATION IS ON THE LEFT HAND SIDE OR ROAD BEHIND
 JA1955'GARAGE.
 JA1955'
 JA1955'THE SURFACE STATION MARK WAS FOUND 7 PACES EAST OF THE RANGE FORMED BY
 JA1955'THE EAST SIDE OF THE GARAGE, OPPOSITE A POINT ON THE RANGE 31 PACES
 JA1955'SOUTH OF THE SOUTHEAST CORNER OF GARAGE.  IT IS SET WITH ITS TOP FLUSH
 JA1955'WITH THE GROUND.  DISTANCE TO SOUTHWEST CORNER OF GARAGE, 29.2 METERS.
 JA1955'THIS MARK WAS TAKEN UP SEVERAL YEARS AGO AND LATER RE-SET.  IT IS NOW
 JA1955'8.675 METERS OUT OF POSITION.  IT HAS BEEN IN ITS PRESENT POSITION FOR
 JA1955'THE PAST 12 OR 15 YEARS IT WAS NOT MOVED, AND THE TRIANGULATION PARTY
 JA1955'WHICH WILL USE THIS STATION ON THE HOPKINSVILLE-VINCENNES ARC, WAS
 JA1955'DIRECTED IN THE RECONNAISSANCE DESCRIPTION OF THE STATION TO HOLD THE
 JA1955'PRESENT POSITION OF THE MARK ACCURATELY, WHEN THE MARK IS RE-SET, AND
 JA1955'TO CONNECT IT ACCURATELY TO THE TRUE POSITION BY MEANS OF A DISTANCE
 JA1955'AND A DIRECTION FROM SOME MAIN SCHEME STATION.
 JA1955'
 JA1955'SUB SURFACE MARK RECOVERED 46 INCHES BELOW THE SURFACE.  IT IS 8.675
 JA1955'METERS NORTHEAST OF THE SURFACE MARK, AND IS MARKED AT THE SURFACE BY
 JA1955'THE BROKEN TOP OF THE FIRST REFERENCE MARK, SET WITH ITS TOP FLUSH
 JA1955'WITH THE GROUND.  AT THE NORTHEAST CORNER OF THIS STONE A TWISTED
 JA1955'BRAID OF GALVANIZED WIRE EXTENDS FROM A POINT ABOUT 5 INCHES BELOW THE
 JA1955'SURFACE DOWN TO THE SUB MARK.  A FEW SMALL PIECES OF ROTTED TIMBER
 JA1955'WERE THROWN INTO THE HOLE IMMEDIATELY ABOVE THE SUB MARK.  IF STONE
 JA1955'SHOULD BE REMOVED, SET UP OVER SURFACE MARK, INITIAL ON SOUTHWEST
 JA1955'CORNER OF GARAGE, TURN OFF 73 DEGREES 10 MINUTES RIGHT, MEASURE OFF
 JA1955'8.675 METERS AND DIG.
 JA1955'
 JA1955'REFERENCE MARKS ONE AND THREE (FROM ORDER IN WHICH GIVEN ABOVE) WERE
 JA1955'DUG UP IN WIDENING ROAD SOME 25 YEARS AGO.  REFERENCE MARK THREE WAS
 JA1955'CARRIED AWAY, AND REFERENCE MARK ONE RESET IN THE FENCE CORNER.
 JA1955'PRESENT DISTANCE TO STATION NOT DETERMINED.  IT HAS BEEN BROKEN OFF,
 JA1955'AND STUB IS STILL IN GROUND ABOUT A FOOT INSIDE FENCE, 5 FEET EAST OF
 JA1955'NORTH-SOUTH FENCE, 6 INCHES BELOW THE SURFACE.  UNABLE TO DETERMINE
 JA1955'POSITIVELY WHETHER OR NOT REFERENCE TWO IS IN ORIGINAL POSITION.
 JA1955'POSITION OF HOUSE AND SUPERSTRUCTURE OF WELL HAVE BEEN CHANGED.  ARROW
 JA1955'POINTS ABOUT 50 FEET RIGHT OF FEET RIGHT OF CORRECT POSITION OF
 JA1955'STATION.  IN ORIGINAL POSITION, STATION MARK PROJECTED 6 INCHES ABOVE
 JA1955'GROUND.  WHEN RESET TOP WAS SET FLUSH WITH GROUND.
 JA1955
 JA1955                          STATION RECOVERY (1934)
 JA1955
 JA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1955'STATION RECOVERED AS FOLLOWS- THE SURFACE MARK IS A 6-INCH SQUARE POST
 JA1955'OF MARBLE WITH THE LETTERS U S C AND G S CUT IN THE TOP OF IT AND IN
 JA1955'THE CORNERS OF A CROSS IN THE TOP THEREOF.  THE ORIGINAL STATION IS
 JA1955'MARKED BY AN UNDERGROUND EARTHWARE PYRAMID WITH RAISED LETTER U S C
 JA1955'AND G S, WHICH IS 46 INCHES BELOW THE SURFACE AND 28.49 FEET NORTHEAST
 JA1955'OF THE SURFACE MARK, THE SURFACE MARK HAVING BEEN MOVED TO ITS PRESENT
 JA1955'POSITION SOME 12 OR 15 YEARS AGO.  OLD REFERENCE MARK NO 2 WAS
 JA1955'RECOVERED AS DESCRIBED, IN LINE BETWEEN THE SOUTHEAST CORNER OF MRS
 JA1955'BOOKERS HOUSE AND THE WELL IN HER FRONT YARD, 2.59 METERS FROM THE
 JA1955'WELL.  THE OTHER REFERENCE MARKS WERE NOT FOUND.  THE ORIGINAL SURFACE
 JA1955'MARK IS 7 PACES EAST OF A RANGE FORMED BY THE EAST SIDE OF A SMALL
 JA1955'GARAGE ON THE SOUTH SIDE OF THE ROAD OPPOSITE THAT BOOKER HOUSE, AND
 JA1955'OPPOSITE A POINT ON THIS RANGE 31 PACES SOUTH OF THE SOUTHEAST CORNER
 JA1955'OF THE GARAGE.  IT IS ABOUT 140 FEET SOUTH OF THE CENTER LINE OF ROAD,
 JA1955'ABOUT 250 FEET SOUTH-SOUTHEAST OF THE BOOKER HOUSE AND ACROSS THE ROAD
 JA1955'THEREFROM.
 JA1955'
 JA1955'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANTVILLE, GO WEST ON
 JA1955'THE ROAD TOWARD CARLISLE FOR 2.2 MILES TO MRS BOOKERS HOUSE ON RIGHT
 JA1955'AND STATION ON LEFT.
 JA1955'
 JA1955'A NEW STATION MARK WAS SET 3 FEET ABOVE THE UNDERGROUND EARTHENWARE
 JA1955'PYRAMID AND ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS A
 JA1955'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST.  TWO NEW
 JA1955'REFERENCE MARKS WERE SET.
 JA1955'
 JA1955'NEW REFERENCE MARK NO 1 IS NORTHEAST OF STATION ALONG ROAD AND 13 FEET
 JA1955'SOUTH OF THE CENTER LINE THEREOF.  IT IS A STANDARD DISK SET IN THE
 JA1955'TOP OF A CYLINDRICAL CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.
 JA1955'
 JA1955'NEW REFERENCE MARK NO 2 IS WEST-NORTHWEST OF STATION ALONG ROAD AND 4
 JA1955'YARDS SOUTH OF THE CENTER LINE THEREOF, 6 FEET EAST OF FENCE CORNER.
 JA1955'IT IS A STANDARD DISK SET IN THE TOP A CYLINDRICAL CONCRETE POST WHICH
 JA1955'PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE.
 JA1955'
 JA1955'AN AZIMUTH MARK WAS ESTABLISHED WEST OF THE STATION ALONG THE ROAD
 JA1955'RUNNING PAST THE STATION AND ABOUT 0.2 MILE THERE FROM BY ROAD, 15
 JA1955'FEET NORTH OF CENTER LINE OF ROAD, 14 YARDS NORTHWEST OF THE CENTER
 JA1955'LINE OF DRIVEWAY INTO THE GLESSIE LANDSON HOME.  IT IS A STANDARD DISK
 JA1955'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 12 INCHES
 JA1955'ABOVE THE SURFACE.
 JA1955'
 JA1955'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 JA1955'
 JA1955'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 JA1955
 JA1955                          STATION RECOVERY (1935)
 JA1955
 JA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1955'DID NOT FIND THE TWO REFERENCE STONES ON SOUTH SIDE OF THE ROAD.  ALL
 JA1955'OTHER DETAILS OF THE DESCRIPTION APPLY.
 JA1955'
 JA1955'THIS STATION IS ABOUT ELEVEN MILES SOUTHWEST OF LINTON LOCATED ON
 JA1955'STATE HIGHWAY 59, ABOUT EIGHT MILES EAST OF CARLISLE LOCATED ON STATE
 JA1955'HIGHWAY 41 AND 2.2 MILES WEST OF THE STORE BUILDINGS AT PLEASANTVILLE.
 JA1955
 JA1955                          STATION RECOVERY (1955)
 JA1955
 JA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 JA1955'STATION WAS RECOVERED AS DESCRIBED BY M A H IN 1934.  STATION MARK WAS
 JA1955'FOUND IN GOOD CONDITION.  THE GROUND HAS BEEN GRADED AWAY FROM THE
 JA1955'REFERENCE MARKS AND THE AZIMUTH MARK.  THE REFERENCE MARKS WERE STILL
 JA1955'IN POSITION BUY THE AZIMUTH MARK HAD BEEN MOVED.  THE ANGLE BETWEEN
 JA1955'THE TWO REFERENCE MARKS CHECKED BUT NO CHECK WAS MADE ON THE MEASURED
 JA1955'DISTANCE TO THE MARKS.  THE OLD REFERENCE MARK NO 2 WAS NOT RECOVERED.
 JA1955'TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 JA1955'DESCRIPTION FOLLOWS-
 JA1955'
 JA1955'STATION IS LOCATED IN A CULTIVATED FIELD ALONG THE SOUTH SIDE OF A
 JA1955'PAVED ROAD ABOUT 2 MILES WEST OF PLEASANTVILLE AND OPPOSIT THE REMAINS
 JA1955'OF AN ABANDONED FARMHOUSE AND A CONCRETE TOPPED WELL.  IT IS 115 FEET
 JA1955'SOUTH OF THE CENTER OF THE ROAD.  THE MARK IS ABOUT 10 INCHES
 JA1955'UNDERGROUND AND THE DISK IS STAMPED SISSON 1885 1934.
 JA1955'
 JA1955'REFERENCE MARK NO 3 IS 27 FEET SOUTH OF THE WELL, 20 FEET NORTH OF THE
 JA1955'CENTER OF THE ROAD AND 2 FEET EAST OF AN 18 INCH SILVER POPLAR TREE.
 JA1955'THE MARK IS FLUSH AND THE DISK IS STAMPED SISSON NO 3 1885 1934.
 JA1955'
 JA1955'REFERENCE MARK NO 4 IS 32 FEET WEST OF AN 18 INCH MAPLE TREE, 20 FEET
 JA1955'NORTH OF THE CENTER OF THE ROAD AND 1.5 FEET SOUTHEAST OF A POWER LINE
 JA1955'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SISSON NO 4 1885
 JA1955'1934.
 JA1955'
 JA1955'NO NEW AZIMUTH MARK WAS ESTABLISHED.
 JA1955'
 JA1955'TO REACH THE STATION FROM THE SCHOOL BUILDINGS IN PLEASANTVILLE, GO
 JA1955'WEST ON STATE HIGHWAY 159 FOR 0.4 MILES TO WHERE THE HIGHWAY TURNS
 JA1955'NORTH AND A GRAVEL ROAD CONTINUES WEST.  CONTINUE WEST ON THE GRAVEL
 JA1955'ROAD FOR 1.5 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 JA1955
 JA1955                          STATION RECOVERY (1960)
 JA1955
 JA1955'RECOVERY NOTE BY PEABODY COAL COMPANY 1960 (RES)
 JA1955'ALL MARKS FOUND AS LAST DESCRIBED BY E L JONES IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2626 ***********************************************************************
 LB2626  DESIGNATION -  SITKA
 LB2626  PID         -  LB2626
 LB2626  STATE/COUNTY-  IN/WHITE
 LB2626  COUNTRY     -  US
 LB2626  USGS QUAD   -  IDAVILLE (2019)
 LB2626
 LB2626                         *CURRENT SURVEY CONTROL
 LB2626  ______________________________________________________________________
 LB2626* NAD 83(1997) POSITION- 40 48 38.27927(N) 086 44 42.06191(W)   ADJUSTED
 LB2626* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 LB2626  ______________________________________________________________________
 LB2626  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 LB2626  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 LB2626  HORZ ORDER      -  SECOND
 LB2626
 LB2626.The horizontal coordinates were established by classical geodetic methods
 LB2626.and adjusted by the National Geodetic Survey in May 1999.
 LB2626
 LB2626.The orthometric height was scaled from a topographic map.
 LB2626
 LB2626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2626.GEOID18 height accuracy estimate available here.
 LB2626
 LB2626.Click photographs - Photos may exist for this station.
 LB2626
 LB2626.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2626
 LB2626. The following values were computed from the NAD 83(1997) position.
 LB2626
 LB2626;                    North         East     Units Scale Factor Converg.
 LB2626;SPC IN W     -   617,584.392   928,544.674   MT  0.99997669   +0 13 16.0
 LB2626;SPC IN W     - 2,026,191.46  3,046,400.32   sFT  0.99997669   +0 13 16.0
 LB2626;UTM  16      - 4,517,767.164   521,505.712   MT  0.99960569   +0 09 59.9
 LB2626
 LB2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2626!SPC IN W     -   0.99997269  x   0.99997669  =   0.99994938
 LB2626!UTM  16      -   0.99997269  x   0.99960569  =   0.99957839
 LB2626
 LB2626:                Primary Azimuth Mark                     Grid Az
 LB2626:SPC IN W     -  SITKA AZ MK                              177 51 29.5
 LB2626:UTM  16      -  SITKA AZ MK                              177 54 45.6
 LB2626
 LB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2150517767(NAD 83)
 LB2626
 LB2626|---------------------------------------------------------------------|
 LB2626| PID    Reference Object                     Distance      Geod. Az  |
 LB2626|                                                           dddmmss.s |
 LB2626| CD1262 SITKA RM 1                           24.451 METERS 01153     |
 LB2626| CD1263 SITKA RM 2                           32.202 METERS 09904     |
 LB2626| LB1121 S 127                                77.492 METERS 16018     |
 LB2626| CD1261 SITKA AZ MK                                        1780445.5 |
 LB2626| LB2661 MONTICELLO N IND PUB SERV MAST      APPROX. 6.5 KM 1960657.6 |
 LB2626|---------------------------------------------------------------------|
 LB2626
 LB2626                          SUPERSEDED SURVEY CONTROL
 LB2626
 LB2626  NAD 83(1986)-  40 48 38.28469(N)    086 44 42.07161(W) AD(       ) 2
 LB2626  NAD 27      -  40 48 38.14320(N)    086 44 42.02750(W) AD(       ) 2
 LB2626
 LB2626.Superseded values are not recommended for survey control.
 LB2626
 LB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2626.See file dsdata.pdf to determine how the superseded data were derived.
 LB2626
 LB2626_MARKER: DS = TRIANGULATION STATION DISK
 LB2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2626_STAMPING: SITKA 1948
 LB2626_MARK LOGO: CGS
 LB2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2626+STABILITY: SURFACE MOTION
 LB2626
 LB2626  HISTORY     - Date     Condition        Report By
 LB2626  HISTORY     - 1948     MONUMENTED       CGS
 LB2626
 LB2626                          STATION DESCRIPTION
 LB2626
 LB2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2626'STATION IS LOCATED ABOUT 4 MILES NORTH OF MONTICELLO AND 1 MILE SOUTH
 LB2626'OF SITKA ALONG THE WEST SIDE OF STATE HIGHWAY NO. 39 ON PROPERTY
 LB2626'OWNED BY MISS ORA DAUGHERTY.  IT IS 70 FEET NORTHWEST OF THE
 LB2626'INTERSECTION OF HIGHWAY AND GRAVEL ROAD EAST AND PAVED ROAD WEST,
 LB2626'53 FEET WEST OF THE CENTER OF HIGHWAY, 42 FEET NORTH OF THE CENTER
 LB2626'OF PAVED ROAD AND 9.5 FEET WEST OF A WHITE WITNESS POST AND
 LB2626'FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LB2626'SITKA 1948.
 LB2626'
 LB2626'REFERENCE MARK NO. 1 IS 80.22 FEET NORTH OF THE STATION.  IT IS 37
 LB2626'FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT WEST OF A FENCELINE.
 LB2626'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SITKA NO 1 1948.
 LB2626'
 LB2626'REFERENCE MARK NO. 2 IS 105.65 FEET EAST OF THE STATION.  IT IS 51
 LB2626'FEET EAST OF THE CENTER OF HIGHWAY, 31 FEET NORTH OF THE CENTER OF
 LB2626'GRAVEL ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6
 LB2626'INCHES AND THE DISK IS STAMPED SITKA NO 2 1948.
 LB2626'
 LB2626'S-127 (USC AND GS) BM IS 254.24 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2626'160 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY AND GRAVEL ROAD
 LB2626'EAST AND PAVED ROAD WEST, 34 FEET EAST OF THE CENTER OF HIGHWAY, 2
 LB2626'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCELINE.
 LB2626'THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A
 LB2626'STANDARD USC AND GS BM DISK STAMPED S 127 1946.
 LB2626'
 LB2626'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 59 FEET EAST OF
 LB2626'THE CENTER OF STATE HIGHWAY NO. 39, 20 FEET NORTH OF THE CENTER OF A
 LB2626'GRAVEL ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 LB2626'NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 LB2626'DISK IS STAMPED SITKA 1948.
 LB2626'
 LB2626'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 39 AND
 LB2626'U. S. HIGHWAY NO. 24 IN MONTICELLO GO EAST ON STATE HIGHWAY NO. 39
 LB2626'AND U. S. HIGHWAY NO. 24 FOR 1.1 MILES TO THE JUNCTION OF THE TWO
 LB2626'HIGHWAYS, TURN LEFT ON STATE HIGHWAY NO. 39 AND GO NORTH FOR 3.5
 LB2626'MILES TO A GRAVEL CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST
 LB2626'ANGLE, CONTINUE FOR 0.5 MILE TO THE INTERSECTION OF A GRAVEL ROAD
 LB2626'EAST AND A PAVED ROAD WEST AND STATION IN THE NORTHWEST ANGLE.
 LB2626'
 LB2626'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1321 ***********************************************************************
 HZ1321  DESIGNATION -  SIX MILE AZ MK
 HZ1321  PID         -  HZ1321
 HZ1321  STATE/COUNTY-  IN/FLOYD
 HZ1321  COUNTRY     -  US
 HZ1321  USGS QUAD   -  NEW ALBANY (2019)
 HZ1321
 HZ1321                         *CURRENT SURVEY CONTROL
 HZ1321  ______________________________________________________________________
 HZ1321* NAD 83(1986) POSITION- 38 22 17.     (N) 085 48 42.     (W)   SCALED
 HZ1321* NAVD 88 ORTHO HEIGHT -   175.625 (meters)      576.20  (feet) ADJUSTED
 HZ1321  ______________________________________________________________________
 HZ1321  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 HZ1321  DYNAMIC HEIGHT  -        175.506 (meters)      575.81  (feet) COMP
 HZ1321  MODELED GRAVITY -    979,949.7   (mgal)                       NAVD 88
 HZ1321
 HZ1321  VERT ORDER      -  FIRST     CLASS II
 HZ1321
 HZ1321.The horizontal coordinates were scaled from a map and have
 HZ1321.an estimated accuracy of +/- 6 seconds.
 HZ1321
 HZ1321.The orthometric height was determined by differential leveling and
 HZ1321.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1321.in June 1991.
 HZ1321
 HZ1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1321.GEOID18 height accuracy estimate available here.
 HZ1321
 HZ1321.Click photographs - Photos may exist for this station.
 HZ1321
 HZ1321.The dynamic height is computed by dividing the NAVD 88
 HZ1321.geopotential number by the normal gravity value computed on the
 HZ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1321.degrees latitude (g = 980.6199 gals.).
 HZ1321
 HZ1321.The modeled gravity was interpolated from observed gravity values.
 HZ1321
 HZ1321;                    North         East    Units  Estimated Accuracy
 HZ1321;SPC IN E     -   346,730.       87,330.      MT  (+/- 180 meters Scaled)
 HZ1321
 HZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH038476(NAD 83)
 HZ1321
 HZ1321                          SUPERSEDED SURVEY CONTROL
 HZ1321
 HZ1321  NGVD 29 (??/??/92)  175.762  (m)          576.65   (f) ADJ UNCH    1 2
 HZ1321
 HZ1321.Superseded values are not recommended for survey control.
 HZ1321
 HZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1321.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1321
 HZ1321_MARKER: DR = REFERENCE MARK DISK
 HZ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1321_STAMPING: SIX MILE AZIMUTH 1884 1914 1933
 HZ1321_MARK LOGO: CGS
 HZ1321_PROJECTION: FLUSH
 HZ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1321+STABILITY: SURFACE MOTION
 HZ1321
 HZ1321  HISTORY     - Date     Condition        Report By
 HZ1321  HISTORY     - 1933     MONUMENTED       CGS
 HZ1321  HISTORY     - 1949     GOOD             CGS
 HZ1321
 HZ1321                          STATION DESCRIPTION
 HZ1321
 HZ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1321'6 MI N FROM NEW ALBANY.
 HZ1321'ABOUT 6.0 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 HZ1321'RAILWAY FROM THE STATION AT NEW ALBANY, ABOUT 1.9 MILES SOUTH OF THE
 HZ1321'WASHINGTON-FLOYD COUNTY LINE AT ST. JOSEPH, AT DRIVEWAY CROSSING
 HZ1321'AT THE ENTRANCE TO THE FRIENDSHIP CHURCH, 37 FEET WEST-NORTHWEST
 HZ1321'OF THE WEST-NORTHWEST RAIL, 21.5 FEET SOUTHEAST OF A POWER LINE
 HZ1321'POLE, 12.5 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY,
 HZ1321'4 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WHITE
 HZ1321'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND
 HZ1321'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2266 ***********************************************************************
 HZ2266  DESIGNATION -  SIX MILE RESET
 HZ2266  PID         -  HZ2266
 HZ2266  STATE/COUNTY-  IN/FLOYD
 HZ2266  COUNTRY     -  US
 HZ2266  USGS QUAD   -  SPEED (2019)
 HZ2266
 HZ2266                         *CURRENT SURVEY CONTROL
 HZ2266  ______________________________________________________________________
 HZ2266* NAD 83(1997) POSITION- 38 22 38.04210(N) 085 48 48.85775(W)   ADJUSTED
 HZ2266* NAVD 88 ORTHO HEIGHT -   284.59  (+/-2cm)      933.7   (feet) VERTCON3
 HZ2266  ______________________________________________________________________
 HZ2266  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 HZ2266  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 HZ2266  HORZ ORDER      -  FIRST
 HZ2266  VERT ORDER      -  THIRD ? (See Below)
 HZ2266
 HZ2266.The horizontal coordinates were established by classical geodetic methods
 HZ2266.and adjusted by the National Geodetic Survey in May 1999.
 HZ2266
 HZ2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2266
 HZ2266.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2266.GEOID18 height accuracy estimate available here.
 HZ2266
 HZ2266.The vertical order pertains to the NGVD 29 superseded value.
 HZ2266
 HZ2266.Click photographs - Photos may exist for this station.
 HZ2266
 HZ2266.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2266
 HZ2266. The following values were computed from the NAD 83(1997) position.
 HZ2266
 HZ2266;                    North         East     Units Scale Factor Converg.
 HZ2266;SPC IN E     -   347,375.831    87,163.779   MT  0.99996870   -0 05 28.3
 HZ2266;SPC IN E     - 1,139,682.21    285,969.83   sFT  0.99996870   -0 05 28.3
 HZ2266;UTM  16      - 4,248,337.433   603,631.108   MT  0.99973226   +0 44 11.9
 HZ2266
 HZ2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2266!SPC IN E     -   0.99996059  x   0.99996870  =   0.99992929
 HZ2266!UTM  16      -   0.99996059  x   0.99973226  =   0.99969286
 HZ2266
 HZ2266:                Primary Azimuth Mark                     Grid Az
 HZ2266:SPC IN E     -  SIX MILE AZ MK                           167 21 00.8
 HZ2266:UTM  16      -  SIX MILE AZ MK                           166 31 20.6
 HZ2266
 HZ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0363148337(NAD 83)
 HZ2266
 HZ2266|---------------------------------------------------------------------|
 HZ2266| PID    Reference Object                     Distance      Geod. Az  |
 HZ2266|                                                           dddmmss.s |
 HZ2266| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 6.8 KM 0533420.4 |
 HZ2266| HZ2271 SPEED LOUISVILLE CEMENT SE STK      APPROX. 6.8 KM 0541231.9 |
 HZ2266| HZ2143 JEFFERSONVILLE US ARMY QM TANK      APPROX.12.2 KM 1443937.1 |
 HZ2266| HZ1321 SIX MILE AZ MK                                     1671532.5 |
 HZ2266| CG9958 SIX MILE RM S                         1.870 METERS 17834     |
 HZ2266| CG9959 SIX MILE RM 2                        60.367 METERS 27734     |
 HZ2266| CG9957 SIX MILE RM 1                        30.166 METERS 27734     |
 HZ2266| CG9956 SIX MILE RM N                         1.900 METERS 35851     |
 HZ2266|---------------------------------------------------------------------|
 HZ2266
 HZ2266                          SUPERSEDED SURVEY CONTROL
 HZ2266
 HZ2266  NAD 83(1993)-  38 22 38.04265(N)    085 48 48.85807(W) AD(       ) 1
 HZ2266  NAD 83(1986)-  38 22 38.04598(N)    085 48 48.86460(W) AD(       ) 1
 HZ2266  NAD 27      -  38 22 37.81100(N)    085 48 48.99300(W) AD(       ) 1
 HZ2266  USSD        -  38 22 37.95300(N)    085 48 48.80800(W) AD(       ) 3
 HZ2266  NGVD 29             284.73   (m)          934.2    (f) LEVELING    3  
 HZ2266
 HZ2266.Superseded values are not recommended for survey control.
 HZ2266
 HZ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2266.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2266
 HZ2266_MARKER: DS = TRIANGULATION STATION DISK
 HZ2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2266_STAMPING: SIX MILE 1884 1914 1933
 HZ2266_MARK LOGO: CGS
 HZ2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2266+STABILITY: SURFACE MOTION
 HZ2266
 HZ2266  HISTORY     - Date     Condition        Report By
 HZ2266  HISTORY     - 1884     MONUMENTED       CGS
 HZ2266  HISTORY     - 1914     SEE DESCRIPTION  CGS
 HZ2266  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2266  HISTORY     - 1935     GOOD             CGS
 HZ2266  HISTORY     - 1947     GOOD             CGS
 HZ2266  HISTORY     - 1947     GOOD             CGS
 HZ2266  HISTORY     - 1961     GOOD             CGS
 HZ2266
 HZ2266                          STATION DESCRIPTION
 HZ2266
 HZ2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JLC)
 HZ2266'ABOUT 6 MILES NORTH OF NEW ALBANY, 2 MILES SOUTH OF ST. JOSEPH, AND
 HZ2266'1/4 MILE WEST OF SIX MILE SWITCH ON THE CHICAGO, INDIANAPOLIS AND
 HZ2266'LOUISVILLE RAILWAY, ON LAND BELONGING TO PETER WEBER, ABOUT 240
 HZ2266'METERS EAST OF THE HOUSE OF JACOB EBERLY, AND 100 METERS EAST
 HZ2266'OF HIS EAST LINE. THE LAND NEAR EBERLYS HOUSE IS ABOUT 90 FEET
 HZ2266'HIGHER THAN THE STATION.  THE STATION IS ON THE FOOTPATH LEADING
 HZ2266'UP THE TIMBERED SPUR FROM SIX MILE SWITCH TO THE TOP OF THE KNOBS AND
 HZ2266'TO EBERLYS HOUSE. THE STATION IS MARKED BY A LIMESTONE POST
 HZ2266'2 FEET IN LENGTH AND DRESSED TO 5 INCHES SQUARE AT THE TOP
 HZ2266'INSCRIBED WITH A CROSS AND THE LETTERS U.S.C. AND G.S.  IT
 HZ2266'IS ALSO MARKED 2 FEET BELOW THE SURFACE OF THE GROUND BY A
 HZ2266'COPPER WIRE SET IN CEMENT IN THE MOUTH OF A BLACK BOTTLE
 HZ2266'WHICH IN TURN IS SET AT THE CENTER OF A 10 INCH TILE FILLED
 HZ2266'WITH CONCRETE.  THERE ARE THREE REFERENCE MARKS EACH
 HZ2266'CONSISTING OF A STONE SIMILAR TO THE ONE MARKING THE STATION,
 HZ2266'EXCEPT THAT THE TOP IS INSCRIBED WITH A DIAGONAL ARROW
 HZ2266'POINTING TOWARD THE STATION.  THE
 HZ2266'REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS
 HZ2266'FROM THE STATION - 1.91 METERS NORTH, 1.83 METERS EAST, AND 1.85
 HZ2266'METERS SOUTH. THE EAST REFERENCE MARK IS ON THE TRAIL
 HZ2266'DESCRIBED ABOVE. THE STATION IS ABOUT 75 METERS EAST OF AN OLD STONE
 HZ2266'QUARRY.
 HZ2266
 HZ2266                          STATION RECOVERY (1933)
 HZ2266
 HZ2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2266'A REVISED DESCRIPTION FOLLOWS - THIS STATION IS ABOUT 6 MILES NORTH
 HZ2266'OF NEW ALBANY, 2 MILES SOUTH OF ST. JOSEPH, AND 1/4 MILE WEST OF
 HZ2266'SMITH FORMERLY SIX MILE SWITCH OF THE CHICAGO, INDIANAPOLIS AND
 HZ2266'LOUISVILLE RAILWAY, ON LAND OWNED BY PETER WEBERS HEIRS, ABOUT
 HZ2266'300 YARDS EAST OF JACOB EBERLYS HOUSE AND THE GRAVEL HIGHWAY ALONG
 HZ2266'THE TOP OF THE KNOBS.  THE MARK IS ON A SPUR LEADING EAST FROM THE
 HZ2266'KNOBS, ON A FOOTPATH ALONG THE CREST OF THE SPUR, 110 YARDS EAST OF
 HZ2266'MR.  EBERLYS EAST LINE, AND 2.8 METERS NORTHWEST OF A 14-INCH
 HZ2266'HICKORY TREE WITH A TRIANGULAR BLAZE. THE STATION WAS
 HZ2266'RE-MARKED 1933 AND PROJECTS 2 INCHES.
 HZ2266'
 HZ2266'REFERENCE MARK NO. 1 1884 IS NORTH OF THE STATION, IS A 5-INCH SQUARE
 HZ2266'STONE POST WITH CHISELED DIAGONALS, ONE OF WHICH IS AN ARROW
 HZ2266'POINTING TOWARD THE STATION, AND PROJECTS 3 INCHES. REFERENCE MARK
 HZ2266'NO. 2 1884 IS SOUTH OF THE STATION, IS SIMILAR TO REFERENCE
 HZ2266'MARK NO. 1, AND PROJECTS 6 INCHES. REFERENCE MARK NO. 3 1884 WAS EAST
 HZ2266'OF THE STATION BUT HAS BEEN DESTROYED.
 HZ2266'
 HZ2266'AZIMUTH MARK 1933 IS IN THE WEST RIGHT-OF-WAY FENCE OF THE
 HZ2266'C.I. AND L.R.R., 12 FEET NORTH OF A PRIVATE DRIVEWAY LEADING
 HZ2266'INTO A CEMETERY AND CHURCHYARD SMALL WHITE CHURCH. IT IS SOUTH OF THE
 HZ2266'STATION, AND PROJECTS 3 INCHES.
 HZ2266'
 HZ2266'TO REACH FROM THE POST OFFICE IN NEW ALBANY, GO EAST ON SPRING
 HZ2266'STREET, TURN LEFT NORTH ON EAST EIGHTH STREET, FOLLOW IT AND
 HZ2266'CHARLESTOWN ROAD 0.8 MILE, FORK LEFT ON GRANTLINE ROAD, AND FOLLOW
 HZ2266'THE MACADAM ROAD STATE HIGHWAY 33 5.9 MILES, TURN LEFT ON
 HZ2266'GRAVEL ROAD, GO 0.9 MILE TURN LEFT, GO 0.35 MILE TO THE EBERLY HOUSE.
 HZ2266'GO OUT TO THE LEFT PAST A SMALL SHACK ALONG THE SPUR TO THE EDGE
 HZ2266'OF THE CLEARING WHICH IS THE END OF TRUCK TRAVEL. FOLLOW THE PATH
 HZ2266'ALONG THE TOP OF THE SPUR TO THE STATION.
 HZ2266
 HZ2266                          STATION RECOVERY (1935)
 HZ2266
 HZ2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2266'DETAILS OF DESCRIPTION APPLY EXCEPT FOR STATION MARKING.
 HZ2266'
 HZ2266'IN 1933 STATION WAS REMARKED WITH STANDARD DISKS SET IN CONCRETE.
 HZ2266'THESE ARE IN GOOD CONDITION.
 HZ2266'
 HZ2266'REACHED VIA STATE HIGHWAY 33, AT A POINT ABOUT 6 MILES NORTH OF NEW
 HZ2266'ALBANY, INDIANA, AND ABOUT 1.5 MILES SOUTH OF ST.  JOSEPH, INDIANA
 HZ2266'WHERE STATE HIGHWAY 33 CROSSES THE MONON RAILWAY TRACKS, ABOUT 50
 HZ2266'YARDS SOUTH OF THE CROSSING AND 5 YARDS SOUTH OF MONON RAILWAY
 HZ2266'CULVERT 311/9. A PATH ENTERS THE TIMBER AND LEADS TO THE SUMMIT OF
 HZ2266'THE HILL AND THE STA.
 HZ2266'
 HZ2266'NOTE- THE STATE HIGHWAY CROSSES THE MAIN LINE OF MONON RAILWAY AND A
 HZ2266'PASSING TRACK CALLED SIX MILE SWITCH.
 HZ2266
 HZ2266                          STATION RECOVERY (1947)
 HZ2266
 HZ2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JAW)
 HZ2266'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS BUT REFERENCE MARK
 HZ2266'NO. 3 WERE FOUND IN GOOD CONDITION. REACHED AS DESCRIBED EXCEPT
 HZ2266'STATE HWY 33 IS NOW NO. 111. AFTER PASSING SIX-MILE STORE ON RIGHT,
 HZ2266'CONTINUE ON TO RR CROSSING, THEN CONTINUE ON NO. 111 0.25
 HZ2266'MILE, TURN LEFT ON GRAVEL ROAD AND GO 0.9 MILE UP STEEP HILL AND TURN
 HZ2266'SHARP LEFT ON SKY LINE DRIVE, AND GO 0.4 MILE TO SMALL HOUSE
 HZ2266'ON LEFT WITH SEVERAL BIRD HOUSES AROUND IT, DRIVE AROUND NORTH SIDE
 HZ2266'OF HOUSE IN HAYFIELD TO EDGE OF WOODS DUE EAST OF HOUSE AND ETT.
 HZ2266'STATION IS ABOUT 100 YARDS DOWN PATH ON CREST OF RIDGE.
 HZ2266'STATION IS ABOUT 50 FEET LOWER THAN ETT.
 HZ2266'
 HZ2266'STATION IS NOW ON THE PROPERTY OF MR. FRANK WEBER OF 416 COST AVE.,
 HZ2266'NEW ALBANY, PHONE 648R.
 HZ2266
 HZ2266                          STATION RECOVERY (1947)
 HZ2266
 HZ2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2266'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION EXCEPT ONE
 HZ2266'STONE REFERENCE POST WHICH HAS BEEN DESTROYED. TWO NEW REFERENCE
 HZ2266'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH
 HZ2266'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2266'THE 1933 DESCRIPTION IS STILL ADEQUATE
 HZ2266'EXCEPT FOR CHANGE OF LAND OWNER AND DESCRIPTIONS OF THE TWO NEW
 HZ2266'REFERENCE MARKS. A COMPLETE DESCRIPTION FOLLOWS -
 HZ2266'
 HZ2266'STATION IS ABOUT 6 MILES NORTH OF NEW ALBANY, ABOUT 2 MILES SOUTH OF
 HZ2266'ST. JOSEPH, ON PROPERTY OF NORWOOD MOORE, ON THE SOUTHEAST END
 HZ2266'OF A WOODED SPUR OF LAND, ABOUT 300 YARDS SOUTHEAST OF A SMALL WHITE
 HZ2266'HOUSE OWNED BY MR. MOORE, AND ABOUT 80 YARDS EAST OF AN OLD
 HZ2266'STONE QUARRY. A 5-INCH SQUARE STONE REFERENCE POST WITH CARVED
 HZ2266'DIAGONAL GROOVES IS LOCATED 1.90 METERS NORTH OF THE STATION, AND
 HZ2266'A SIMILAR POST IS LOCATED 1.88 METERS SOUTH OF THE STATION. A SIMILAR
 HZ2266'POST WHICH WAS EAST OF THE STATION HAS BEEN DESTROYED. THE TWO
 HZ2266'REMAINING POSTS EACH HAVE ONE DIAGONAL GROOVE WITH AN ARROW
 HZ2266'POINT, WHICH POINTS IN THE DIRECTION OF THE STATION MARK. THE STATION
 HZ2266'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED SIX MILE 1884
 HZ2266'1914 1933.
 HZ2266'
 HZ2266'REFERENCE MARK NO. 1 IS 99.05 FEET WEST OF THE STATION, IN THE MIDDLE
 HZ2266'OF A WOODS ROAD WHICH RUNS ALONG THE TOP OF THE SPUR. THE MARK
 HZ2266'PROJECTS 3 INCHES, AND THE DISK IS STAMPED SIX MILE NO 1 1947.
 HZ2266'
 HZ2266'REFERENCE MARK NO. 2 IS 198.50 FEET WEST OF THE STATION AND 8 FEET
 HZ2266'SOUTH OF THE APPROXIMATE CENTERLINE OF THE WOODS ROAD. THE MARK
 HZ2266'PROJECTS 10 INCHES, AND THE DISK IS STAMPED SIX MILE NO 2 1947.
 HZ2266'
 HZ2266'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION, 62 FEET
 HZ2266'WEST OF THE CENTERLINE OF STATE HIGHWAY 111, 28 FEET WEST OF THE
 HZ2266'WEST RAIL OF A RAILROAD TRACK, 12 FEET NORTH OF THE APPROXIMATE
 HZ2266'CENTERLINE OF A CHURCH ENTRANCE ROAD, AND 2 FEET WEST OF A
 HZ2266'FENCE. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SIX MILE
 HZ2266'AZIMUTH 1884 1914 1933.
 HZ2266'
 HZ2266'TO REACH FROM THE JUNCTION OF THE HIGHWAY AND A MACADAM CROSS ROAD AT
 HZ2266'THE COUNTY LINE SIGN IN ST. JOSEPH, GO SOUTH ON STATE HIGHWAY 111
 HZ2266'FOR 1.25 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO UP
 HZ2266'STEEP HILL FOR 0.9 MI. TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO
 HZ2266'0.35 MILE TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND GO 0.15 MILE
 HZ2266'TO AN OLD ORCHARD, THEN GO EASTERLY DOWN RIDGE FOR ABOUT 200
 HZ2266'YARDS TO STATION.
 HZ2266'
 HZ2266'TO REACH THE AZIMUTH MARK FROM THE JUNCTION IN ST. JOSEPH, GO SOUTH
 HZ2266'ON STATE HIGHWAY 111 FOR 2.1 MILES TO MARK ON RIGHT AT CHURCH
 HZ2266'ENTRANCE ROAD.
 HZ2266'
 HZ2266'NOTE - A NEW STATION MOORE 1947 WAS ESTABLISHED IN THE OLD ORCHARD
 HZ2266'MENTIONED ABOVE, SEE DESC.
 HZ2266'
 HZ2266'HEIGHT OF LIGHT - 30 METERS.
 HZ2266
 HZ2266                          STATION RECOVERY (1961)
 HZ2266
 HZ2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EB)
 HZ2266'THE STATION, AZIMUTH AND REFERENCE MARKS NO. 1 AND 2 WERE ALL FOUND
 HZ2266'AS DESCRIBED AND IN GOOD CONDITION. THE 1947 TO REACH AND
 HZ2266'DESCRIPTION IS ADEQUATE.
 HZ2266'
 HZ2266'THE OLD REFERENCE POSTS 5 INCH SQUARE STONE NORTH AND SOUTH OF THE
 HZ2266'STATION WERE ALSO FOUND AND IN GOOD CONDITION.  THE DISTANCE
 HZ2266'FROM STATION TO THE STONE NORTH WAS FOUND TO BE 1.883 METERS AND
 HZ2266'DISTANCE TO SOUTH STONE 1.872 METERS.
 HZ2266'
 HZ2266'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2064 ***********************************************************************
 JA2064  DESIGNATION -  SKELTON
 JA2064  PID         -  JA2064
 JA2064  STATE/COUNTY-  IN/GIBSON
 JA2064  COUNTRY     -  US
 JA2064  USGS QUAD   -  KEENSBURG (2018)
 JA2064
 JA2064                         *CURRENT SURVEY CONTROL
 JA2064  ______________________________________________________________________
 JA2064* NAD 83(1997) POSITION- 38 20 25.42963(N) 087 46 50.86690(W)   ADJUSTED
 JA2064* NAVD 88 ORTHO HEIGHT -   119.    (meters)      390.    (feet) SCALED
 JA2064  ______________________________________________________________________
 JA2064  GEOID HEIGHT    -        -31.217 (meters)                     GEOID18
 JA2064  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 JA2064  HORZ ORDER      -  SECOND
 JA2064
 JA2064.The horizontal coordinates were established by classical geodetic methods
 JA2064.and adjusted by the National Geodetic Survey in May 1999.
 JA2064
 JA2064.The orthometric height was scaled from a topographic map.
 JA2064
 JA2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2064.GEOID18 height accuracy estimate available here.
 JA2064
 JA2064.Click photographs - Photos may exist for this station.
 JA2064
 JA2064.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2064
 JA2064. The following values were computed from the NAD 83(1997) position.
 JA2064
 JA2064;                    North         East     Units Scale Factor Converg.
 JA2064;SPC IN W     -   343,506.969   839,026.033   MT  1.00001244   -0 25 57.6
 JA2064;SPC IN W     - 1,126,989.11  2,752,704.58   sFT  1.00001244   -0 25 57.6
 JA2064;UTM  16      - 4,243,872.306   431,765.754   MT  0.99965734   -0 29 03.7
 JA2064
 JA2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2064!SPC IN W     -   0.99998625  x   1.00001244  =   0.99999869
 JA2064!UTM  16      -   0.99998625  x   0.99965734  =   0.99964359
 JA2064
 JA2064:                Primary Azimuth Mark                     Grid Az
 JA2064:SPC IN W     -  FLENER                                   172 04 38.2
 JA2064:UTM  16      -  FLENER                                   172 07 44.3
 JA2064
 JA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3176543872(NAD 83)
 JA2064
 JA2064|---------------------------------------------------------------------|
 JA2064| PID    Reference Object                     Distance      Geod. Az  |
 JA2064|                                                           dddmmss.s |
 JA2064| JA2059 MT CARMEL S MUNICIPAL TANK          APPROX. 7.1 KM 0024842.8 |
 JA2064| JA2060 MT CARMEL ST MARYS CATH CH          APPROX. 7.9 KM 0112653.8 |
 JA2064| JA2065 72 DRD                               14.254 METERS 05940     |
 JA2064| JA2047 FLENER                              APPROX.12.1 KM 1713840.6 |
 JA2064| JA2066 KEENSBURG MUNICIPAL TANK            APPROX. 7.6 KM 2782004.1 |
 JA2064| CG9961 SKELTON AZ MK                                      2995403.5 |
 JA2064| CG9962 SKELTON RM 2                         23.745 METERS 32854     |
 JA2064| JA2058 MT CARMEL RAD WSAB                  APPROX. 6.6 KM 3534106.7 |
 JA2064|---------------------------------------------------------------------|
 JA2064
 JA2064                          SUPERSEDED SURVEY CONTROL
 JA2064
 JA2064  NAD 83(1993)-  38 20 25.43769(N)    087 46 50.86675(W) AD(       ) 2
 JA2064  NAD 83(1986)-  38 20 25.43944(N)    087 46 50.86766(W) AD(       ) 2
 JA2064  NAD 27      -  38 20 25.27631(N)    087 46 50.76373(W) AD(       ) 2
 JA2064
 JA2064.Superseded values are not recommended for survey control.
 JA2064
 JA2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2064.See file dsdata.pdf to determine how the superseded data were derived.
 JA2064
 JA2064_MARKER: DS = TRIANGULATION STATION DISK
 JA2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2064_STAMPING: SKELTON 1967
 JA2064_MARK LOGO: CGS
 JA2064_PROJECTION: RECESSED 36 CENTIMETERS
 JA2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2064+STABILITY: SURFACE MOTION
 JA2064
 JA2064  HISTORY     - Date     Condition        Report By
 JA2064  HISTORY     - 1967     MONUMENTED       CGS
 JA2064  HISTORY     - 1979     GOOD             BRADY
 JA2064
 JA2064                          STATION DESCRIPTION
 JA2064
 JA2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2064'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF OWENSVILLE, 4.5
 JA2064'MILES EAST OF KEENSBURG, 5 MILES SOUTH OF MT CARMEL AND ON PROPERTY OF
 JA2064'THE PRINCETON FARMS.
 JA2064'
 JA2064'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAYS 15 AND 1 ON
 JA2064'THE SOUTH EDGE OF MT CARMEL, GO SOUTH AND EAST ON HIGHWAY 15 WHICH
 JA2064'CHANGES TO STATE HIGHWAY 64 IN INDIANA, FOR 1.3 MILES TO A SIDE ROAD
 JA2064'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 3.15 MILES
 JA2064'TO A SIDE ROAD LEFT AT A RAILROAD TRESTLE.  TURN LEFT AND GO SOUTHEAST
 JA2064'AND SOUTH ON A GRAVELED ROAD FOR 1.9 MILES TO A T-ROAD AND THE STATION
 JA2064'AS DESCRIBED.
 JA2064'
 JA2064'STATION MARK, A STANDARD DISK STAMPED SKELTON 1967 IS SET IN THE TOP
 JA2064'OF ROUND CONCRETE MONUMENT WHICH IS SET 14 INCHES BELOW THE GROUND
 JA2064'SURFACE.  IT IS 58 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 44
 JA2064'FEET SOUTHWEST OF A FENCE CORNER, 40 FEET SOUTHWEST OF A METAL WITNESS
 JA2064'POST AND 39 FEET SOUTH OF A FENCE.
 JA2064'
 JA2064'BM 72 DRD 1957 (RM NO 1)  STAMPED BM 391 FEET 72 DRD 1957 IS A U S
 JA2064'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6X6 INCH SQUARE CONCRETE
 JA2064'MONUMENT WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 JA2064'SOUTH OF THE CENTER OF A GRAVELED ROAD, 10.8 FEET NORTH OF A METAL
 JA2064'WITNESS POST, 3.3 FEET EAST OF A FENCE CORNER AND 2.8 FEET SOUTHEAST
 JA2064'OF A POWER POLE.
 JA2064'
 JA2064'RM NO 2, STAMPED SKELTON NO 2 1967 IS A STANDARD DISK SET IN THE TOP
 JA2064'OF A ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 JA2064'SURFACE.  IT IS 17 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.1
 JA2064'FEET EAST OF A METAL WITNESS POST AND 1.2 FEET NORTH OF A FENCE.
 JA2064'
 JA2064'AZIMUTH MARK, STAMPED SKELETON 1967 IS SET FLUSH WITH THE GROUND
 JA2064'SURFACE.  IT IS 31 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.3
 JA2064'FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A METAL
 JA2064'WITNESS POST.
 JA2064'
 JA2064'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED ROAD
 JA2064'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 JA2064'
 JA2064'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA2064
 JA2064                          STATION RECOVERY (1979)
 JA2064
 JA2064'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1979 (KM)
 JA2064'SKELTON 1967 RECOVERED GOOD.  SKELTON 1967 (AZMK) RECOVERED GOOD.  BM
 JA2064'72 DRO 1957 RECOVERED GOOD.  SKELTON NO 2 1967 RECOVERED GOOD.
 JA2064'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S OF MT. CARMEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1670 ***********************************************************************
 JA1670  DESIGNATION -  SKYLINE LOOKOUT TOWER
 JA1670  PID         -  JA1670
 JA1670  STATE/COUNTY-  IN/JACKSON
 JA1670  COUNTRY     -  US
 JA1670  USGS QUAD   -  VALLONIA (2019)
 JA1670
 JA1670                         *CURRENT SURVEY CONTROL
 JA1670  ______________________________________________________________________
 JA1670* NAD 83(1997) POSITION- 38 50 36.52023(N) 086 02 08.29358(W)   ADJUSTED
 JA1670  ______________________________________________________________________
 JA1670  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 JA1670  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 JA1670  HORZ ORDER      -  THIRD
 JA1670
 JA1670.The horizontal coordinates were established by classical geodetic methods
 JA1670.and adjusted by the National Geodetic Survey in May 1999.
 JA1670
 JA1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1670.GEOID18 height accuracy estimate available here.
 JA1670
 JA1670.Click photographs - Photos may exist for this station.
 JA1670
 JA1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1670
 JA1670. The following values were computed from the NAD 83(1997) position.
 JA1670
 JA1670;                    North         East     Units Scale Factor Converg.
 JA1670;SPC IN E     -   399,185.411    67,968.137   MT  0.99997930   -0 13 53.1
 JA1670;SPC IN E     - 1,309,660.80    222,992.13   sFT  0.99997930   -0 13 53.1
 JA1670;UTM  16      - 4,299,849.147   583,690.395   MT  0.99968625   +0 36 17.6
 JA1670
 JA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8369099849(NAD 83)
 JA1670
 JA1670                          SUPERSEDED SURVEY CONTROL
 JA1670
 JA1670  NAD 83(1993)-  38 50 36.52384(N)    086 02 08.29285(W) AD(       ) 3
 JA1670  NAD 83(1986)-  38 50 36.52337(N)    086 02 08.29575(W) AD(       ) 3
 JA1670  NAD 27      -  38 50 36.32900(N)    086 02 08.37700(W) AD(       ) 3
 JA1670
 JA1670.Superseded values are not recommended for survey control.
 JA1670
 JA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1670.See file dsdata.pdf to determine how the superseded data were derived.
 JA1670
 JA1670_MARKER: 57 = LOOKOUT TOWER
 JA1670
 JA1670  HISTORY     - Date     Condition        Report By
 JA1670  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1670
 JA1670                          STATION DESCRIPTION
 JA1670
 JA1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1670'THIS IS A TRAVERSE STATION.
 JA1670'
 JA1670'THE STATION IS THE APEX OF THE POINTED ROOF OF THE LOOKOUT TOWER,
 JA1670'WHICH IS LOCATED ABOUT 2-1/2 MILES SOUTH OF BROWNSTOWN, ON
 JA1670'THE HIGHEST HILL IN VICINITY, ABOUT 100 FEET WEST OF AN APPLE
 JA1670'ORCHARD, AND ABOUT 100 YARDS NORTH OF A GRAVEL ROAD. IT IS 15.51
 JA1670'METERS EAST OF TRIANGULATION STATION MILLER 1889. THE LOOKOUT TOWER
 JA1670'IS OF FOUR LEG STEEL CONSTRUCTION WITH A SMALL CABIN AT THE
 JA1670'TOP. IT IS ABOUT 108 FEET HIGH.
 JA1670'
 JA1670'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 250
 JA1670'IN SOUTH BROWNSTOWN, GO WEST ON HIGHWAY 50 FOR ONE BLOCK, THEN
 JA1670'TURN LEFT AND FOLLOW A WINDING GRAVEL ROAD FOR 3.5 MILES TO THE
 JA1670'LOOKOUT TOWER ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2045 ***********************************************************************
 KA2045  DESIGNATION -  SKYWAY
 KA2045  PID         -  KA2045
 KA2045  STATE/COUNTY-  IN/JOHNSON
 KA2045  COUNTRY     -  US
 KA2045  USGS QUAD   -  BEECH GROVE (2019)
 KA2045
 KA2045                         *CURRENT SURVEY CONTROL
 KA2045  ______________________________________________________________________
 KA2045* NAD 83(1997) POSITION- 39 38 05.06848(N) 086 05 16.72368(W)   ADJUSTED
 KA2045* NAD 83(1997) ELLIP HT-   215.690 (meters)        (05/25/99)   ADJUSTED
 KA2045* NAVD 88 ORTHO HEIGHT -   249.7   (meters)      819.    (feet) VERTCON3
 KA2045  ______________________________________________________________________
 KA2045  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 KA2045  NAD 83(1997) X  -    335,586.147 (meters)                     COMP
 KA2045  NAD 83(1997) Y  - -4,907,381.848 (meters)                     COMP
 KA2045  NAD 83(1997) Z  -  4,046,973.276 (meters)                     COMP
 KA2045  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 KA2045  HORZ ORDER      -  THIRD
 KA2045  ELLP ORDER      -  FOURTH    CLASS I
 KA2045
 KA2045.This mark is at Greenwood Airport (HFY)
 KA2045
 KA2045.The horizontal coordinates were established by GPS observations
 KA2045.and adjusted by the National Geodetic Survey in May 1999.
 KA2045
 KA2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2045
 KA2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2045.GEOID18 height accuracy estimate available here.
 KA2045
 KA2045.Click photographs - Photos may exist for this station.
 KA2045
 KA2045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2045
 KA2045.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2045
 KA2045.The ellipsoidal height was determined by GPS observations
 KA2045.and is referenced to NAD 83.
 KA2045
 KA2045. The following values were computed from the NAD 83(1997) position.
 KA2045
 KA2045;                    North         East     Units Scale Factor Converg.
 KA2045;SPC IN E     -   487,048.722    63,832.718   MT  0.99998276   -0 16 07.5
 KA2045;SPC IN E     - 1,597,925.68    209,424.51   sFT  0.99998276   -0 16 07.5
 KA2045;UTM  16      - 4,387,615.705   578,263.684   MT  0.99967541   +0 34 54.5
 KA2045
 KA2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2045!SPC IN E     -   0.99996616  x   0.99998276  =   0.99994892
 KA2045!UTM  16      -   0.99996616  x   0.99967541  =   0.99964158
 KA2045
 KA2045:                Primary Azimuth Mark                     Grid Az
 KA2045:SPC IN E     -  SKYWAY AZ MK                             179 50 36.8
 KA2045:UTM  16      -  SKYWAY AZ MK                             178 59 34.8
 KA2045
 KA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7826387615(NAD 83)
 KA2045
 KA2045|---------------------------------------------------------------------|
 KA2045| PID    Reference Object                     Distance      Geod. Az  |
 KA2045|                                                           dddmmss.s |
 KA2045| KA2046 SKYWAY AZ MK                        APPROX. 0.6 KM 1793429.3 |
 KA2045|---------------------------------------------------------------------|
 KA2045
 KA2045                          SUPERSEDED SURVEY CONTROL
 KA2045
 KA2045  NAD 83(1986)-  39 38 05.07188(N)    086 05 16.73337(W) AD(       ) 3
 KA2045  NAD 27      -  39 38 04.90701(N)    086 05 16.78136(W) AD(       ) 3
 KA2045  NGVD 29 (02/23/89)  249.8    (m)  RAPSU86  model used  GPS OBS        
 KA2045
 KA2045.Superseded values are not recommended for survey control.
 KA2045
 KA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2045.See file dsdata.pdf to determine how the superseded data were derived.
 KA2045
 KA2045_MARKER: I = METAL ROD
 KA2045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA2045_STAMPING: SKYWAY 1988
 KA2045_MARK LOGO: NGS
 KA2045_PROJECTION: FLUSH
 KA2045_MAGNETIC: I = MARKER IS A STEEL ROD
 KA2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2045+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1990
 KA2045_ROD/PIPE-DEPTH: 4.3 meters
 KA2045_SLEEVE-DEPTH  : 0.9 meters
 KA2045
 KA2045  HISTORY     - Date     Condition        Report By
 KA2045  HISTORY     - 1988     MONUMENTED       NGS
 KA2045  HISTORY     - 19901010 GOOD             NGS
 KA2045  HISTORY     - 20060125 MARK NOT FOUND   ACCU
 KA2045
 KA2045                          STATION DESCRIPTION
 KA2045
 KA2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2045'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) NORTHWEST OF
 KA2045'SHELBYVILLE, 12.9 KM (8.00 MI) SOUTH OF INDIANAPOLIS, 3.2 KM
 KA2045'(2.00 MI) NORTHEAST OF GREENWOOD AND AT THE GREENWOOD AIRPORT WHICH
 KA2045'WAS FORMERLY SKYWAY AIRPORT.  OWNERSHIP--CITY OF GREENWOOD, CITY
 KA2045'HALL, GREENWOOD, IN 46142.  AIRPORT MANAGER IS NADINE LOUDENBACK,
 KA2045'PHONE 317-881-9887.
 KA2045'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY AND MAIN
 KA2045'STREET, GREENWOOD EXIT, ON EAST SIDE OF GREENWOOD, GO WEST ON MAIN
 KA2045'STREET FOR 0.8 KM (0.50 MI) TO EMERSON AVE.  TURN RIGHT AND GO NORTH
 KA2045'ON EMERSON AVENUE FOR 2.6 KM (1.60 MI) TO COUNTY LINE ROAD.  TURN
 KA2045'LEFT AND GO WEST ON COUNTY LINE ROAD FOR 0.5 KM (0.30 MI) TO AIRPORT
 KA2045'ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR
 KA2045'0.3 KM (0.20 MI) TO AIRPORT OFFICE.  FROM OFFICE GO EASTERLY ACROSS
 KA2045'APRON AND TAXIWAY FOR 0.56 KM (0.35 MI) TO JUNCTION OF RUNWAY AND THE
 KA2045'STATION ON THE RIGHT.
 KA2045'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 KA2045'DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 KA2045'ENCASED IN CONCRETE WITH A LOG CAP STAMPED---SKYWAY 1988---, THE ROD
 KA2045'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 49.9 M (163.7 FT)
 KA2045'EAST FROM NORTHEAST CORNER OF OFFICE BUILDING, 6.6 M (21.7 FT) WEST
 KA2045'FROM WEST EDGE OF RUNWAY, 4.8 M (15.7 FT) SOUTH FROM SOUTH EDGE OF
 KA2045'TAXIWAY, 4.1 M (13.5 FT) SOUTHWEST FROM BLUE TAXIWAY LIGHT, 3.9 M
 KA2045'(12.8 FT) WEST FROM A WHITE RUNWAY LIGHT AND 3.5 M (11.5 FT) WEST FROM
 KA2045'A FIBERGLASS WITNESS POST.
 KA2045'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2045'DESCRIBED BY D.L. ADAMS.
 KA2045
 KA2045                          STATION RECOVERY (1990)
 KA2045
 KA2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA2045'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) NORTHWEST OF
 KA2045'SHELBYVILLE, 12.9 KM (8.0 MI) SOUTH OF INDIANAPOLIS, 3.2 KM (2.0 MI)
 KA2045'NORTHEAST OF GREENWOOD AND AT THE GREENWOOD MUNICIPAL AIRPORT
 KA2045'(FORMERLY SKYWAY AIRPORT) AT THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 KA2045'OWNERSHIP--CITY OF GREENWOOD, CITY HALL, GREENWOOD, IN 46142.
 KA2045'AIRPORT MANAGER IS NADINE LOUDENBACK, PHONE 317-881-9897.
 KA2045'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE OF
 KA2045'INTERSTATE 65 AND THE GREENWOOD EXIT (EXIT 99) ON THE EAST SIDE OF
 KA2045'GREENWOOD, GO SOUTH ON THE EXIT RAMP TO THE JUNCTION OF MAIN STREET,
 KA2045'TURN RIGHT, WEST, ON MAIN STREET FOR 0.64 KM (0.40 MI) TO THE
 KA2045'JUNCTION OF EMERSON AVENUE, TURN RIGHT, NORTH, ON EMERSON AVENUE FOR
 KA2045'2.6 KM (1.6 MI) TO THE JUNCTION OF COUNTY LINE ROAD, TURN LEFT, WEST,
 KA2045'ON COUNTY LINE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT ENTRANCE
 KA2045'ROAD ON THE LEFT, TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.16 KM
 KA2045'(0.10 MI) TO THE AIRPORT OFFICE ON THE RIGHT, TURN LEFT, EAST, ONTO
 KA2045'THE TAXIWAY AND CONTINUE TO THE JUNCTION OF THE RUNWAY AND THE
 KA2045'STATION ON THE RIGHT.
 KA2045'THE STATION IS LOCATED 49.9 M (163.7 FT) EAST OF THE NORTHEAST CORNER
 KA2045'OF THE AIRPORT OFFICE, 6.6 M (21.7 FT) WEST OF THE WEST EDGE OF THE
 KA2045'RUNWAY, 4.8 M (15.7 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 4.1 M
 KA2045'(13.5 FT) SOUTHWEST OF A TAXIWAY LIGHT AND 3.5 M (11.5 FT) WEST OF A
 KA2045'FIBERGLASS WITNESS POST.
 KA2045
 KA2045                          STATION RECOVERY (2006)
 KA2045
 KA2045'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 KA2045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2046 ***********************************************************************
 KA2046  DESIGNATION -  SKYWAY AZ MK
 KA2046  PID         -  KA2046
 KA2046  STATE/COUNTY-  IN/JOHNSON
 KA2046  COUNTRY     -  US
 KA2046  USGS QUAD   -  BEECH GROVE (2019)
 KA2046
 KA2046                         *CURRENT SURVEY CONTROL
 KA2046  ______________________________________________________________________
 KA2046* NAD 83(1997) POSITION- 39 37 45.35591(N) 086 05 16.53450(W)   ADJUSTED
 KA2046* NAD 83(1997) ELLIP HT-   215.165 (meters)        (05/25/99)   ADJUSTED
 KA2046* NAVD 88 ORTHO HEIGHT -   249.2   (meters)      818.    (feet) VERTCON3
 KA2046  ______________________________________________________________________
 KA2046  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 KA2046  NAD 83(1997) X  -    335,617.078 (meters)                     COMP
 KA2046  NAD 83(1997) Y  - -4,907,768.033 (meters)                     COMP
 KA2046  NAD 83(1997) Z  -  4,046,504.704 (meters)                     COMP
 KA2046  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 KA2046  HORZ ORDER      -  THIRD
 KA2046  ELLP ORDER      -  FOURTH    CLASS I
 KA2046
 KA2046.This mark is at Greenwood Airport (HFY)
 KA2046
 KA2046.The horizontal coordinates were established by GPS observations
 KA2046.and adjusted by the National Geodetic Survey in May 1999.
 KA2046
 KA2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2046
 KA2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2046.GEOID18 height accuracy estimate available here.
 KA2046
 KA2046.Click photographs - Photos may exist for this station.
 KA2046
 KA2046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2046
 KA2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2046
 KA2046.The ellipsoidal height was determined by GPS observations
 KA2046.and is referenced to NAD 83.
 KA2046
 KA2046. The following values were computed from the NAD 83(1997) position.
 KA2046
 KA2046;                    North         East     Units Scale Factor Converg.
 KA2046;SPC IN E     -   486,440.762    63,834.378   MT  0.99998276   -0 16 07.3
 KA2046;SPC IN E     - 1,595,931.07    209,429.96   sFT  0.99998276   -0 16 07.3
 KA2046;UTM  16      - 4,387,008.025   578,274.364   MT  0.99967543   +0 34 54.4
 KA2046
 KA2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2046!SPC IN E     -   0.99996624  x   0.99998276  =   0.99994901
 KA2046!UTM  16      -   0.99996624  x   0.99967543  =   0.99964169
 KA2046
 KA2046:                Primary Azimuth Mark                     Grid Az
 KA2046:SPC IN E     -  SKYWAY                                   359 50 36.8
 KA2046:UTM  16      -  SKYWAY                                   358 59 35.1
 KA2046
 KA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7827487008(NAD 83)
 KA2046
 KA2046|---------------------------------------------------------------------|
 KA2046| PID    Reference Object                     Distance      Geod. Az  |
 KA2046|                                                           dddmmss.s |
 KA2046| KA2045 SKYWAY                              APPROX. 0.6 KM 3593429.5 |
 KA2046|---------------------------------------------------------------------|
 KA2046
 KA2046                          SUPERSEDED SURVEY CONTROL
 KA2046
 KA2046  NAD 83(1986)-  39 37 45.35930(N)    086 05 16.54420(W) AD(       ) 3
 KA2046  NAD 27      -  39 37 45.19421(N)    086 05 16.59223(W) AD(       ) 3
 KA2046  NGVD 29 (02/23/89)  249.3    (m)  RAPSU86  model used  GPS OBS        
 KA2046
 KA2046.Superseded values are not recommended for survey control.
 KA2046
 KA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2046.See file dsdata.pdf to determine how the superseded data were derived.
 KA2046
 KA2046_MARKER: DZ = AZIMUTH MARK DISK
 KA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2046_STAMPING: SKYWAY 1986
 KA2046_MARK LOGO: NGS
 KA2046_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2046+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KA2046
 KA2046  HISTORY     - Date     Condition        Report By
 KA2046  HISTORY     - 1988     MONUMENTED       NGS
 KA2046  HISTORY     - 20060125 MARK NOT FOUND   ACCU
 KA2046
 KA2046                          STATION DESCRIPTION
 KA2046
 KA2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2046'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) NORTHWEST OF
 KA2046'SHELBYVILLE, 12.9 KM (8.00 MI) SOUTH OF INDIANAPOLIS, 3.2 KM
 KA2046'(2.00 MI) NORTHEAST OF GREENWOOD AND AT THE GREENWOOD AIRPORT WHICH
 KA2046'WAS FORMERLY SKYWAY AIRPORT.  OWNERSHIP--CITY OF GREENWOOD, CITY
 KA2046'HALL, GREENWOOD, IN 46142.  AIRPORT MANAGER IS NADINE LOUDENBACK,
 KA2046'PHONE 317-881-9887.
 KA2046'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY AND MAIN
 KA2046'STREET, GREENWOOD EXIT, ON EAST SIDE OF GREENWOOD, GO WEST ON MAIN
 KA2046'STREET FOR 0.8 KM (0.50 MI) TO EMERSON AVE.  TURN RIGHT AND GO NORTH
 KA2046'ON EMERSON AVENUE FOR 2.6 KM (1.60 MI) TO COUNTY LINE ROAD.  TURN
 KA2046'LEFT AND GO WEST ON COUNTY LINE ROAD FOR 0.5 KM (0.30 MI) TO AIRPORT
 KA2046'ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR
 KA2046'0.3 KM (0.20 MI) TO AIRPORT OFFICE.  FROM OFFICE GO EASTERLY ACROSS
 KA2046'APRON AND TAXIWAY FOR 0.56 KM (0.35 MI) TO JUNCTION OF RUNWAY 18.
 KA2046'TURN RIGHT AND GO SOUTH ALONG RUNWAY FOR 0.64 KM (0.40 MI) TO STATION
 KA2046'ON THE RIGHT.
 KA2046'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SKYWAY
 KA2046'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2046'FLUSH WITH THE GROUND.  LOCATED 41.0 M (134.5 FT) NORTH-NORTHEAST
 KA2046'FROM THE WEST END OF A CONCRETE CULVERT UNDER RUNWAY, 24.8 M
 KA2046'(81.4 FT) SOUTH FROM A WHITE RUNWAY MARKER LIGHT, 1.2 M (3.9 FT) WEST
 KA2046'FROM THE WEST EDGE OF RUNWAY 36 AND 0.5 M (1.6 FT) NORTHWEST FROM THE
 KA2046'NORTHWEST EDGE OF AN AIRPLANE TURNAROUND.
 KA2046'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2046'DESCRIBED BY D.L. ADAMS.
 KA2046
 KA2046                          STATION RECOVERY (2006)
 KA2046
 KA2046'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 KA2046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2031 ***********************************************************************
 LA2031  DESIGNATION -  SLOCUM
 LA2031  PID         -  LA2031
 LA2031  STATE/COUNTY-  IN/BLACKFORD
 LA2031  COUNTRY     -  US
 LA2031  USGS QUAD   -  MONTPELIER (2019)
 LA2031
 LA2031                         *CURRENT SURVEY CONTROL
 LA2031  ______________________________________________________________________
 LA2031* NAD 83(1997) POSITION- 40 30 32.67682(N) 085 16 41.05552(W)   ADJUSTED
 LA2031* NAVD 88 ORTHO HEIGHT -   272.36  (+/-2cm)      893.6   (feet) VERTCON3
 LA2031  ______________________________________________________________________
 LA2031  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 LA2031  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 LA2031  HORZ ORDER      -  THIRD
 LA2031  VERT ORDER      -  THIRD ? (See Below)
 LA2031
 LA2031.The horizontal coordinates were established by classical geodetic methods
 LA2031.and adjusted by the National Geodetic Survey in May 1999.
 LA2031
 LA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2031
 LA2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2031.GEOID18 height accuracy estimate available here.
 LA2031
 LA2031.The vertical order pertains to the NGVD 29 superseded value.
 LA2031
 LA2031.Click photographs - Photos may exist for this station.
 LA2031
 LA2031.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2031
 LA2031. The following values were computed from the NAD 83(1997) position.
 LA2031
 LA2031;                    North         East     Units Scale Factor Converg.
 LA2031;SPC IN E     -   584,115.960   132,934.889   MT  0.99998001   +0 15 08.7
 LA2031;SPC IN E     - 1,916,387.11    436,137.21   sFT  0.99998001   +0 15 08.7
 LA2031;UTM  16      - 4,485,686.504   645,889.495   MT  0.99986199   +1 07 07.3
 LA2031
 LA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2031!SPC IN E     -   0.99996261  x   0.99998001  =   0.99994262
 LA2031!UTM  16      -   0.99996261  x   0.99986199  =   0.99982461
 LA2031
 LA2031:                Primary Azimuth Mark                     Grid Az
 LA2031:SPC IN E     -  SLOCUM AZ MK                             002 33 35.5
 LA2031:UTM  16      -  SLOCUM AZ MK                             001 41 36.9
 LA2031
 LA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4588985686(NAD 83)
 LA2031
 LA2031|---------------------------------------------------------------------|
 LA2031| PID    Reference Object                     Distance      Geod. Az  |
 LA2031|                                                           dddmmss.s |
 LA2031| CF3089 SLOCUM AZ MK                                       0024844.2 |
 LA2031| CF3090 SLOCUM RM 1                          20.239 METERS 02231     |
 LA2031| CF3091 SLOCUM RM 2                          28.441 METERS 16312     |
 LA2031|---------------------------------------------------------------------|
 LA2031
 LA2031                          SUPERSEDED SURVEY CONTROL
 LA2031
 LA2031  NAD 83(1995)-  40 30 32.67757(N)    085 16 41.05922(W) AD(       ) 3
 LA2031  NAD 83(1986)-  40 30 32.67934(N)    085 16 41.06953(W) AD(       ) 3
 LA2031  NAD 27      -  40 30 32.51640(N)    085 16 41.14260(W) AD(       ) 3
 LA2031  NGVD 29             272.50   (m)          894.0    (f) LEVELING    3  
 LA2031
 LA2031.Superseded values are not recommended for survey control.
 LA2031
 LA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2031.See file dsdata.pdf to determine how the superseded data were derived.
 LA2031
 LA2031_MARKER: DS = TRIANGULATION STATION DISK
 LA2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2031_STAMPING: SLOCUM 1955
 LA2031_MARK LOGO: CGS
 LA2031_PROJECTION: FLUSH
 LA2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2031+STABILITY: SURFACE MOTION
 LA2031
 LA2031  HISTORY     - Date     Condition        Report By
 LA2031  HISTORY     - 1955     MONUMENTED       CGS
 LA2031
 LA2031                          STATION DESCRIPTION
 LA2031
 LA2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2031'THE STATION IS ABOUT 3 MILES SOUTH OF MONTPELIER, ON LAND OWNED BY
 LA2031'RUSSELL WILLIAMS.  IT
 LA2031'IS ABOUT 150 FEET NORTH OF THE FARMHOUSE, 86 FEET WEST OF THE CENTER
 LA2031'OF STATE HIGHWAY 303 AND 40 FEET
 LA2031'EAST OF A BARN.
 LA2031'
 LA2031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303 AND 18
 LA2031'IN MONTPELIER, GO SOUTH ON
 LA2031'HIGHWAY 303 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 LA2031'SOUTH ON THE HIGHWAY TO THE
 LA2031'STATION ON THE RIGHT.
 LA2031'
 LA2031'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2031'SLOCUM 1955.
 LA2031'
 LA2031'REFERENCE MARK 1 IS 62 FEET WEST OF THE CENTER OF THE HIGHWAY AND 2
 LA2031'FEET WEST OF A FENCE.  THE
 LA2031'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SLOCUM NO 1
 LA2031'1955.
 LA2031'
 LA2031'REFERENCE MARK 2 IS 62 FEET WEST OF THE CENTER OF THE HIGHWAY AND 3
 LA2031'FEET NORTH OF A FENCE.  THE
 LA2031'MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED SLOCUM NO 2 1955.
 LA2031'
 LA2031'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 LA2031'SOUTH OF A 4 INCH BY 4-INCH
 LA2031'WHITE WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS 6
 LA2031'INCHES, AND THE DISK IS STAMPED SLOCUM 1955.
 LA2031'
 LA2031'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2216 ***********************************************************************
 LA2216  DESIGNATION -  SLOCUM
 LA2216  PID         -  LA2216
 LA2216  STATE/COUNTY-  IN/MIAMI
 LA2216  COUNTRY     -  US
 LA2216  USGS QUAD   -  PEORIA (2019)
 LA2216
 LA2216                         *CURRENT SURVEY CONTROL
 LA2216  ______________________________________________________________________
 LA2216* NAD 83(1997) POSITION- 40 43 11.98590(N) 085 56 55.99447(W)   ADJUSTED
 LA2216* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 LA2216  ______________________________________________________________________
 LA2216  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA2216  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 LA2216  HORZ ORDER      -  THIRD
 LA2216
 LA2216.The horizontal coordinates were established by classical geodetic methods
 LA2216.and adjusted by the National Geodetic Survey in May 1999.
 LA2216
 LA2216.The orthometric height was scaled from a topographic map.
 LA2216
 LA2216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2216.GEOID18 height accuracy estimate available here.
 LA2216
 LA2216.Click photographs - Photos may exist for this station.
 LA2216
 LA2216.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2216
 LA2216. The following values were computed from the NAD 83(1997) position.
 LA2216
 LA2216;                    North         East     Units Scale Factor Converg.
 LA2216;SPC IN E     -   607,502.771    76,155.890   MT  0.99997366   -0 11 02.8
 LA2216;SPC IN E     - 1,993,115.34    249,854.78   sFT  0.99997366   -0 11 02.8
 LA2216;UTM  16      - 4,508,205.977   588,773.978   MT  0.99969700   +0 41 08.7
 LA2216
 LA2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2216!SPC IN E     -   0.99996760  x   0.99997366  =   0.99994126
 LA2216!UTM  16      -   0.99996760  x   0.99969700  =   0.99966461
 LA2216
 LA2216:                Primary Azimuth Mark                     Grid Az
 LA2216:SPC IN E     -  SLOCUM AZ MK                             028 09 14.2
 LA2216:UTM  16      -  SLOCUM AZ MK                             027 17 02.7
 LA2216
 LA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8877308205(NAD 83)
 LA2216
 LA2216|---------------------------------------------------------------------|
 LA2216| PID    Reference Object                     Distance      Geod. Az  |
 LA2216|                                                           dddmmss.s |
 LA2216| CD1264 SLOCUM AZ MK                                       0275811.4 |
 LA2216| CD1265 SLOCUM RM 1                          34.110 METERS 25152     |
 LA2216| CD1266 SLOCUM RM 2                          36.978 METERS 34422     |
 LA2216|---------------------------------------------------------------------|
 LA2216
 LA2216                          SUPERSEDED SURVEY CONTROL
 LA2216
 LA2216  NAD 83(1986)-  40 43 11.98982(N)    085 56 56.00637(W) AD(       ) 3
 LA2216  NAD 27      -  40 43 11.83820(N)    085 56 56.05060(W) AD(       ) 3
 LA2216
 LA2216.Superseded values are not recommended for survey control.
 LA2216
 LA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2216.See file dsdata.pdf to determine how the superseded data were derived.
 LA2216
 LA2216_MARKER: DS = TRIANGULATION STATION DISK
 LA2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2216_STAMPING: SLOCUM 1948
 LA2216_MARK LOGO: CGS
 LA2216_PROJECTION: FLUSH
 LA2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2216+STABILITY: SURFACE MOTION
 LA2216
 LA2216  HISTORY     - Date     Condition        Report By
 LA2216  HISTORY     - 1948     MONUMENTED       CGS
 LA2216  HISTORY     - 1961     GOOD             CGS
 LA2216
 LA2216                          STATION DESCRIPTION
 LA2216
 LA2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2216'THE STATION IS LOCATED 8 MILES SOUTHWEST OF WABASH, 6 MILES SOUTHEAST
 LA2216'OF PERU AND 0.5 MILE NORTHEAST OF PEORIA AT THE ENTRANCE TO THE
 LA2216'FRANCES SLOCUM STATE FOREST.
 LA2216'
 LA2216'IT IS 107 FEET SOUTHEAST OF A GRAVEL ROAD INTERSECTION, 66 FEET
 LA2216'NORTHEAST OF A GRAVEL ROAD INTERSECTION, 38 FEET NORTH OF A 24 INCH
 LA2216'ASH TREE AND 13 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 LA2216'AND THE DISK IS STAMPED SLOCUM 1948.
 LA2216'
 LA2216'REFERENCE MARK NO. 1 IS 111.91 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2216'99 FEET NORTHEAST OF A GRAVEL ROAD INTERSECTION AND 46 FEET SOUTHWEST
 LA2216'OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 LA2216'STAMPED SLOCUM NO 1 1948.
 LA2216'
 LA2216'REFERENCE MARK NO. 2 IS 121.32 FEET NORTHWEST OF THE STATION.  IT IS
 LA2216'20 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 8
 LA2216'INCHES AND THE DISK IS STAMPED SLOCUM NO 2 1948.
 LA2216'
 LA2216'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION.  IT IS 49 FEET
 LA2216'WEST OF THE CENTER OF A GRAVEL ROAD, 33 FEET NORTHEAST OF A POWER LINE
 LA2216'POLE, 18 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF
 LA2216'A FENCE LINE AND WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 LA2216'THE DISK IS STAMPED SLOCUM 1948.
 LA2216'
 LA2216'TO REACH THE STATION FROM THE COURT HOUSE IN PERU GO SOUTH ON STATE
 LA2216'HIGHWAY 21 FOR 0.25 MILE TO RIVER ROAD.  TURN LEFT ON RIVER ROAD WHICH
 LA2216'IS KNOWN AS THE FRANCES SLOCUM TRAIL AND GO EAST AND SOUTHEAST ON THE
 LA2216'MAIN PAVED ROAD FOR 7.4 MILES TO THE BRIDGE ACROSS THE MISSISSINEWA
 LA2216'RIVER JUST EAST OF PEORIA.  TURN LEFT AND GO NORTHEAST ACROSS THE
 LA2216'BRIDGE AND FOLLOW GRAVEL ROAD FOR 0.5 MILE TO THE PARK ENTRANCE AND
 LA2216'THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHEAST ON THE
 LA2216'GRAVEL ROAD FOR 0.25 MILE TO A T-ROAD EAST, TAKE THE LEFT FORK AND GO
 LA2216'NORTH FOR 0.15 MILE TO A GRAVEL T-ROAD WEST AND THE AZIMUTH MARK ON
 LA2216'THE LEFT AS DESCRIBED.
 LA2216'
 LA2216'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2216
 LA2216                          STATION RECOVERY (1961)
 LA2216
 LA2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LA2216'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2216'DESCRIBED.  THE OLD ROAD OR TRAIL IS NOW OVERGROWN SO THAT THE AZIMUTH
 LA2216'MARK IS OBSTRUCTED.
 LA2216'
 LA2216'ABOUT 0.35 MILE S ALONG BROADWAY FROM THE SW CORNER OF THE COURTHOUSE
 LA2216'SQUARE IN PERU AND TURN LEFT AT S END OF RIVER BRIDGE, THENCE 2.4
 LA2216'MILES ELY ON MAIN PAVED ROAD AND TURN LEFT ACROSS SMALLER RIVER,
 LA2216'THENCE ELY AND SELY ALONG MAIN PAVED ROAD 4.9 MILES TO BRIDGE OVER
 LA2216'MISSISSINEWA RIVER IN THE VILLAGE OF PEORIA AND 1.5 MILES NW OF THE
 LA2216'FRANCES SLOCUM MONUMENT, THENCE ACROSS BRIDGE 0.5 MILE NE ON PAVED
 LA2216'ROAD TO ENTRANCE TO THE FRANCES SLOVUM STATE FOREST AND THE STATION,
 LA2216'ABOUT 35 YARDS SE OF CENTER LINE OF THE MAIN ROAD, 83 FEET SE OF
 LA2216'CENTER OF 2-FOOT WALNUT TREE WHICH IS ABOUT IN CENTER OF TRIANGULAR
 LA2216'GRASS PLOT FORMED BY ENTRANCE DRIVEWAYS, 70 FEET E OF CENTER LINE OF
 LA2216'THE MAIN DRIVEWAY, FLUSH WITH THE GROUND, STANDARD DISKS STAMPED
 LA2216'SLOCUM 1948 IN MARKS.
 LA2216'
 LA2216'REFERENCE STAMPED SLOCUM NO 1 1948, FLUSH, IS 111.05 FEET (33.848
 LA2216'METERS) S 71 DEG 52 MIN W FROM THE STATION, 95 FEET SSE OF CENTER LINE
 LA2216'OF THE MAIN ROAD, 37 FEET SW OF CENTER LINE OF WLY BRANCH OF Y-SHAPED
 LA2216'DRIVEWAYS.
 LA2216'
 LA2216'REFERENCE STAMPED SLOCUM NO 2 1948, PROJECTS 0.7 FOOT, IS 121.25 FEET
 LA2216'WHICH IS 36.957 METERS N 15 DEG 38 MIN W FROM THE STATION, ABOUT 30
 LA2216'YARDS WSW OF THE DEEPEST POINT OF CUT ON N SIDE OF ROAD, 20 FEET NNW
 LA2216'OF CENTER LINE OF 18-FOOT ASPHALT ROAD, AND 2.0 FEET NNE OF STEEL
 LA2216'WITNESS POST.
 LA2216'
 LA2216'AZIMUTH MARK STAMPED SLOCUM 1948, PROJECTS 0.6 FOOT, IS 0.15 MILE ENE
 LA2216'ALONG MAIN ROAD THENCE 0.2 MILE N TO THE SECOND ROAD T-INTERSECTION
 LA2216'(STEM OF THE T EXTENDS W) AND THE MARK ON THE LEFT, ABOUT 0.3 MILE AIR
 LA2216'LINE N 27 DEG 58 MIN E FROM THE STATION, 49 FEET W THE CENTER LINE ONE
 LA2216'GRAVEL ROAD, 18 FEET S OF CENTER LINE OF THE OTHER, 0.5 FOOT S OF A
 LA2216'FENCE, AND 1.1 FEET S OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0500 ***********************************************************************
 MD0500  DESIGNATION -  SMALL
 MD0500  PID         -  MD0500
 MD0500  STATE/COUNTY-  IN/ALLEN
 MD0500  COUNTRY     -  US
 MD0500  USGS QUAD   -  GRABILL (2019)
 MD0500
 MD0500                         *CURRENT SURVEY CONTROL
 MD0500  ______________________________________________________________________
 MD0500* NAD 83(1997) POSITION- 41 11 42.07414(N) 084 55 23.15696(W)   ADJUSTED
 MD0500* NAVD 88 ORTHO HEIGHT -   239.907 (meters)      787.09  (feet) ADJUSTED
 MD0500  ______________________________________________________________________
 MD0500  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD0500  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MD0500  DYNAMIC HEIGHT  -        239.812 (meters)      786.78  (feet) COMP
 MD0500  MODELED GRAVITY -    980,220.5   (mgal)                       NAVD 88
 MD0500
 MD0500  HORZ ORDER      -  SECOND
 MD0500  VERT ORDER      -  SECOND    CLASS 0
 MD0500
 MD0500.The horizontal coordinates were established by classical geodetic methods
 MD0500.and adjusted by the National Geodetic Survey in May 1999.
 MD0500
 MD0500.The orthometric height was determined by differential leveling and
 MD0500.adjusted by the NATIONAL GEODETIC SURVEY
 MD0500.in June 1991.
 MD0500
 MD0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0500.GEOID18 height accuracy estimate available here.
 MD0500
 MD0500.Click photographs - Photos may exist for this station.
 MD0500
 MD0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0500
 MD0500.The dynamic height is computed by dividing the NAVD 88
 MD0500.geopotential number by the normal gravity value computed on the
 MD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0500.degrees latitude (g = 980.6199 gals.).
 MD0500
 MD0500.The modeled gravity was interpolated from observed gravity values.
 MD0500
 MD0500. The following values were computed from the NAD 83(1997) position.
 MD0500
 MD0500;                    North         East     Units Scale Factor Converg.
 MD0500;SPC IN E     -   660,482.216   162,373.585   MT  1.00001453   +0 29 23.1
 MD0500;SPC IN E     - 2,166,932.07    532,720.67   sFT  1.00001453   +0 29 23.1
 MD0500;UTM  16      - 4,562,486.026   674,159.806   MT  0.99997331   +1 22 05.7
 MD0500
 MD0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0500!SPC IN E     -   0.99996758  x   1.00001453  =   0.99998211
 MD0500!UTM  16      -   0.99996758  x   0.99997331  =   0.99994089
 MD0500
 MD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7415962486(NAD 83)
 MD0500
 MD0500                          SUPERSEDED SURVEY CONTROL
 MD0500
 MD0500  NAD 83(1995)-  41 11 42.07425(N)    084 55 23.15797(W) AD(       ) 2
 MD0500  NAD 83(1986)-  41 11 42.07558(N)    084 55 23.17249(W) AD(       ) 2
 MD0500  NAD 27      -  41 11 41.89710(N)    084 55 23.29780(W) AD(       ) 2
 MD0500  NGVD 29 (??/??/92)  240.061  (m)          787.60   (f) ADJ UNCH    2 0
 MD0500  NGVD 29             240.06   (m)          787.6    (f) LEVELING    3  
 MD0500
 MD0500.Superseded values are not recommended for survey control.
 MD0500
 MD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0500.See file dsdata.pdf to determine how the superseded data were derived.
 MD0500
 MD0500_MARKER: DE = TRAVERSE STATION DISK
 MD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0500_STAMPING: SMALL 1963
 MD0500_MARK LOGO: CGS
 MD0500_PROJECTION: FLUSH
 MD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0500+STABILITY: SURFACE MOTION
 MD0500
 MD0500  HISTORY     - Date     Condition        Report By
 MD0500  HISTORY     - 1963     MONUMENTED       CGS
 MD0500  HISTORY     - 1963     GOOD             CGS
 MD0500
 MD0500                          STATION DESCRIPTION
 MD0500
 MD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0500'STATION IS LOCATED AT HARLAN HIGH SCHOOL IN HARLAN, INDIANA.  THE
 MD0500'MARK IS 162.2 FEET
 MD0500'WEST OF TRIANGULATION STATION HARLAN 1947, 150.5 FEET EAST OF THE
 MD0500'CENTERLINE OF A NORTH-SOUTH
 MD0500'STREET, 119.0 FEET NORTHEAST OF NORTHEAST CORNER OF A
 MD0500'HOUSE, 116.0 FEET SOUTHWEST OF SOUTHWEST
 MD0500'CORNER OF HARLAN HIGH SCHOOL, AND 53.4
 MD0500'FEET SOUTH OF A MANHOLE COVER.  MARK IS A STANDARD TRAVERSE
 MD0500'DISK STAMPED SMALL 1963,
 MD0500'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH A
 MD0500'SURROUNDING 8 FOOT ROUND
 MD0500'CONCRETE CAMERA TARGET.
 MD0500
 MD0500                          STATION RECOVERY (1963)
 MD0500
 MD0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0500'AT HARLAN.
 MD0500'LOCATED AT HARLAN HIGH SCHOOL.  THE MARK IS 162.2 FEET WEST
 MD0500'OF STATION HARLAN 1947, 150.5 FEET EAST OF CENTERLINE OF A
 MD0500'NORTH-SOUTH STREET, 119.0 FEET NORTHEAST OF NORTHEAST CORNER OF
 MD0500'A HOUSE, 116.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF HARLAN
 MD0500'HIGH SCHOOL, AND 53.4 FEET SOUTH OF CENTER OF A MANHOLE COVER.
 MD0500'MARK IS A STANDARD TRAVERSE DISK STAMPED SMALL 1963, SET IN A
 MD0500'12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH A SURROUNDING
 MD0500'AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2358 ***********************************************************************
 HZ2358  DESIGNATION -  SMART
 HZ2358  PID         -  HZ2358
 HZ2358  STATE/COUNTY-  IN/JACKSON
 HZ2358  COUNTRY     -  US
 HZ2358  USGS QUAD   -  TAMPICO (2019)
 HZ2358
 HZ2358                         *CURRENT SURVEY CONTROL
 HZ2358  ______________________________________________________________________
 HZ2358* NAD 83(1997) POSITION- 38 45 51.40985(N) 085 52 49.46127(W)   ADJUSTED
 HZ2358* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 HZ2358  ______________________________________________________________________
 HZ2358  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 HZ2358  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 HZ2358  HORZ ORDER      -  FIRST
 HZ2358
 HZ2358.The horizontal coordinates were established by classical geodetic methods
 HZ2358.and adjusted by the National Geodetic Survey in May 1999.
 HZ2358
 HZ2358.The orthometric height was scaled from a topographic map.
 HZ2358
 HZ2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2358.GEOID18 height accuracy estimate available here.
 HZ2358
 HZ2358.Click photographs - Photos may exist for this station.
 HZ2358
 HZ2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2358
 HZ2358. The following values were computed from the NAD 83(1997) position.
 HZ2358
 HZ2358;                    North         East     Units Scale Factor Converg.
 HZ2358;SPC IN E     -   390,350.876    81,423.871   MT  0.99997091   -0 08 01.8
 HZ2358;SPC IN E     - 1,280,676.17    267,138.15   sFT  0.99997091   -0 08 01.8
 HZ2358;UTM  16      - 4,291,214.145   597,269.816   MT  0.99971651   +0 42 03.8
 HZ2358
 HZ2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2358!SPC IN E     -   0.99997316  x   0.99997091  =   0.99994407
 HZ2358!UTM  16      -   0.99997316  x   0.99971651  =   0.99968968
 HZ2358
 HZ2358:                Primary Azimuth Mark                     Grid Az
 HZ2358:SPC IN E     -  SMART AZ MK                              163 07 30.2
 HZ2358:UTM  16      -  SMART AZ MK                              162 17 24.6
 HZ2358
 HZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9726991214(NAD 83)
 HZ2358
 HZ2358|---------------------------------------------------------------------|
 HZ2358| PID    Reference Object                     Distance      Geod. Az  |
 HZ2358|                                                           dddmmss.s |
 HZ2358| CG9970 SMART RM 2                           29.596 METERS 00148     |
 HZ2358| HZ2356 CROTHERSVILLE MUNICIPAL TANK        APPROX. 4.8 KM 0445423.7 |
 HZ2358| CG9969 SMART RM 1                           27.755 METERS 10322     |
 HZ2358| HZ2339 AUSTIN MORGAN PACKING NW STACK      APPROX. 6.4 KM 1060454.3 |
 HZ2358| HZ2340 AUSTIN MORGAN PACKING SE STACK      APPROX. 6.4 KM 1062134.9 |
 HZ2358| HZ2338 AUSTIN MORGAN PACKING WATER TK      APPROX. 6.3 KM 1062701.2 |
 HZ2358| HZ2341 AUSTIN AMER CAN CO TANK             APPROX. 6.6 KM 1065335.7 |
 HZ2358| HZ2337 AUSTIN MORGAN PACKING NE STACK      APPROX. 6.3 KM 1070801.2 |
 HZ2358| HZ2336 AUSTIN MORGAN PACKING SW STACK      APPROX. 6.2 KM 1072055.7 |
 HZ2358| CG9968 SMART AZ MK                                        1625928.4 |
 HZ2358|---------------------------------------------------------------------|
 HZ2358
 HZ2358                          SUPERSEDED SURVEY CONTROL
 HZ2358
 HZ2358  NAD 83(1993)-  38 45 51.41271(N)    085 52 49.46007(W) AD(       ) 1
 HZ2358  NAD 83(1986)-  38 45 51.41309(N)    085 52 49.46449(W) AD(       ) 1
 HZ2358  NAD 27      -  38 45 51.20900(N)    085 52 49.56600(W) AD(       ) 1
 HZ2358
 HZ2358.Superseded values are not recommended for survey control.
 HZ2358
 HZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2358.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2358
 HZ2358_MARKER: DS = TRIANGULATION STATION DISK
 HZ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2358_STAMPING: SMART 1946
 HZ2358_MARK LOGO: CGS
 HZ2358_PROJECTION: FLUSH
 HZ2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2358+STABILITY: SURFACE MOTION
 HZ2358
 HZ2358  HISTORY     - Date     Condition        Report By
 HZ2358  HISTORY     - 1946     MONUMENTED       CGS
 HZ2358  HISTORY     - 1947     GOOD             CGS
 HZ2358
 HZ2358                          STATION DESCRIPTION
 HZ2358
 HZ2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2358'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL ABOUT 4.5 MILES
 HZ2358'NORTHWEST OF THE VILLAGE OF AUSTIN, 3 MILES SOUTHWEST OF
 HZ2358'CROTHERSVILLE IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 4
 HZ2358'NORTH, RANGE 6 EAST ON LAND OWNED BY EARL H. THOMPSON. IT IS 85
 HZ2358'FEET SOUTH OF THE CENTERLINE OF A FARM LANE AND 27 FEET NORTHEAST OF
 HZ2358'A FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HZ2358'IS STAMPED SMART 1946.
 HZ2358'
 HZ2358'REFERENCE MARK NO. 1 IS 91.06 FEET SOUTHEAST OF THE STATION, 30 FEET
 HZ2358'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, AND 2 FEET NORTH OF A
 HZ2358'FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SMART
 HZ2358'NO 1 1946.
 HZ2358'
 HZ2358'REFERENCE MARK NO. 2 IS 97.10 FEET NORTH OF THE STATION, 18 FEET
 HZ2358'NORTH OF THE CENTERLINE OF A FARM LANE AND 16 FEET WEST OF A
 HZ2358'FENCE CORNER. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HZ2358'SMART NO 2 1946.
 HZ2358'
 HZ2358'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 19 FEET EAST OF
 HZ2358'THE CENTERLINE OF A GRAVELED ROAD AND 1.5 FEET NORTH OF A
 HZ2358'WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HZ2358'SMART 1946.
 HZ2358'
 HZ2358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 256 AND U.S.
 HZ2358'HIGHWAY 31 IN AUSTIN, GO WEST ON STATE HIGHWAY 256 FOR 4.1 MILES
 HZ2358'TO WHERE STATE HIGHWAY TURNS SHARP LEFT AND A PAVED ROAD STRAIGHT
 HZ2358'AHEAD. TURN RIGHT ON A GRAVELED ROAD AND GO NORTHERLY FOR 1.2
 HZ2358'MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE STRAIGHT AHEAD FOR
 HZ2358'0.5 MILE TO A FARM ENTRANCE ON THE LEFT, TURN LEFT AND GO
 HZ2358'WESTERLY AROUND THE FARM BARN AND THE STATION AS DESCRIBED.
 HZ2358'
 HZ2358'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HZ2358
 HZ2358                          STATION RECOVERY (1947)
 HZ2358
 HZ2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2358'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO ADDITIONAL
 HZ2358'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND
 HZ2358'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2358'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HZ2358'A COMPLETE DESCRIPTION FOLLOWS-
 HZ2358'
 HZ2358'STATION IS LOCATED ON A LOW HILL, ON LAND OWNED BY EARL H. THOMPSON,
 HZ2358'ABOUT 4 MILES WEST-NORTHWEST OF AUSTIN, AND ABOUT 3 MILES
 HZ2358'SOUTHWEST OF CROTHERSVILLE. THE STATION MARK IS 135 FEET
 HZ2358'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BARN HAVING A
 HZ2358'CONCRETE BLOCK FOUNDATION, 85 FEET SOUTH OF THE APPROXIMATE
 HZ2358'CENTERLINE OF A FARM LANE, AND 27 FEET NORTHEAST OF THE
 HZ2358'NORTHWEST CORNER OF A GARDEN LOT WHICH LIES WEST OF THE THOMPSON
 HZ2358'FARMHOUSE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2358'STAMPED SMART 1946.
 HZ2358'
 HZ2358'REFERENCE MARK NO. 1 IS 91.06 FEET EAST OF THE STATION AND 2 FEET
 HZ2358'NORTH OF A FENCE. THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 HZ2358'STAMPED SMART NO 1 1946.
 HZ2358'
 HZ2358'REFERENCE MARK NO. 2 IS 97.10 FEET NORTH OF THE STATION AND 16 FEET
 HZ2358'EAST OF A WIRE GATE. THE MARK PROJECTS 1 INCH, AND THE DISK IS
 HZ2358'STAMPED SMART NO 2 1946.
 HZ2358'
 HZ2358'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, 19 FEET EAST
 HZ2358'OF THE APPROXIMATE CENTERLINE OF ROAD TO STATION, AND 1.5
 HZ2358'FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES, AND
 HZ2358'THE DISK IS STAMPED SMART 1946.
 HZ2358'
 HZ2358'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 256 AND U.S. HIGHWAY 31
 HZ2358'IN AUSTIN, GO WEST ON HIGHWAY 256 FOR 4.1 MILES TO A GRAVELED
 HZ2358'CROSS ROAD AT A POINT WHERE THE HIGHWAY TURNS SHARP LEFT, TURN RIGHT
 HZ2358'AND GO NORTHERLY ON GRAVELED ROAD FOR 1.7 MILES TO THE THOMPSON
 HZ2358'FARMHOUSE ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO TO THE FRONT OF
 HZ2358'THE FARMHOUSE, THEN BEAR RIGHT AND FOLLOW FARM LANE 0.05 MILE
 HZ2358'TO STATION ON LEFT.
 HZ2358'
 HZ2358'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0194 ***********************************************************************
 JA0194  DESIGNATION -  SMEDLEY
 JA0194  PID         -  JA0194
 JA0194  STATE/COUNTY-  IN/WASHINGTON
 JA0194  COUNTRY     -  US
 JA0194  USGS QUAD   -  SMEDLEY (2019)
 JA0194
 JA0194                         *CURRENT SURVEY CONTROL
 JA0194  ______________________________________________________________________
 JA0194* NAD 83(1997) POSITION- 38 38 26.60164(N) 086 11 06.07522(W)   ADJUSTED
 JA0194* NAVD 88 ORTHO HEIGHT -   276.344 (meters)      906.64  (feet) ADJUSTED
 JA0194  ______________________________________________________________________
 JA0194  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JA0194  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 JA0194  DYNAMIC HEIGHT  -        276.161 (meters)      906.04  (feet) COMP
 JA0194  MODELED GRAVITY -    979,959.6   (mgal)                       NAVD 88
 JA0194
 JA0194  HORZ ORDER      -  FIRST
 JA0194  VERT ORDER      -  FIRST     CLASS II
 JA0194
 JA0194.The horizontal coordinates were established by classical geodetic methods
 JA0194.and adjusted by the National Geodetic Survey in May 1999.
 JA0194
 JA0194.The orthometric height was determined by differential leveling and
 JA0194.adjusted by the NATIONAL GEODETIC SURVEY
 JA0194.in June 1991.
 JA0194
 JA0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0194.GEOID18 height accuracy estimate available here.
 JA0194
 JA0194.Click photographs - Photos may exist for this station.
 JA0194
 JA0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0194
 JA0194.The dynamic height is computed by dividing the NAVD 88
 JA0194.geopotential number by the normal gravity value computed on the
 JA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0194.degrees latitude (g = 980.6199 gals.).
 JA0194
 JA0194.The modeled gravity was interpolated from observed gravity values.
 JA0194
 JA0194. The following values were computed from the NAD 83(1997) position.
 JA0194
 JA0194;                    North         East     Units Scale Factor Converg.
 JA0194;SPC IN E     -   376,740.979    54,872.007   MT  0.99999174   -0 19 25.3
 JA0194;SPC IN E     - 1,236,024.36    180,025.91   sFT  0.99999174   -0 19 25.3
 JA0194;SPC IN W     -   376,996.360   978,207.685   MT  1.00004196   +0 33 39.5
 JA0194;SPC IN W     - 1,236,862.22  3,209,336.38   sFT  1.00004196   +0 33 39.5
 JA0194;UTM  16      - 4,277,223.419   570,926.498   MT  0.99966195   +0 30 32.1
 JA0194
 JA0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0194!SPC IN E     -   0.99996188  x   0.99999174  =   0.99995362
 JA0194!SPC IN W     -   0.99996188  x   1.00004196  =   1.00000384
 JA0194!UTM  16      -   0.99996188  x   0.99966195  =   0.99962384
 JA0194
 JA0194:                Primary Azimuth Mark                     Grid Az
 JA0194:SPC IN E     -  LIVONIA                                  207 41 32.9
 JA0194:SPC IN W     -  LIVONIA                                  206 48 28.1
 JA0194:UTM  16      -  LIVONIA                                  206 51 35.5
 JA0194
 JA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7092677223(NAD 83)
 JA0194
 JA0194|---------------------------------------------------------------------|
 JA0194| PID    Reference Object                     Distance      Geod. Az  |
 JA0194|                                                           dddmmss.s |
 JA0194| JA0195 SMEDLEY RM 1                         42.989 METERS 16523     |
 JA0194| JA1690 LIVONIA                             APPROX.11.8 KM 2072207.6 |
 JA0194| JA0193 SMEDLEY AZ MK                                      2483719.5 |
 JA0194| JA0196 SMEDLEY RM 2                         52.655 METERS 28422     |
 JA0194|---------------------------------------------------------------------|
 JA0194
 JA0194                          SUPERSEDED SURVEY CONTROL
 JA0194
 JA0194  NAD 83(1993)-  38 38 26.60525(N)    086 11 06.07657(W) AD(       ) 1
 JA0194  NAD 83(1986)-  38 38 26.60592(N)    086 11 06.07932(W) AD(       ) 1
 JA0194  NAD 27      -  38 38 26.40600(N)    086 11 06.14600(W) AD(       ) 1
 JA0194  NGVD 29 (??/??/92)  276.454  (m)          907.00   (f) ADJ UNCH    1 2
 JA0194  NGVD 29             276.45   (m)          907.0    (f) LEVELING    3  
 JA0194
 JA0194.Superseded values are not recommended for survey control.
 JA0194
 JA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0194.See file dsdata.pdf to determine how the superseded data were derived.
 JA0194
 JA0194_MARKER: DS = TRIANGULATION STATION DISK
 JA0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0194_STAMPING: SMEDLEY 1946
 JA0194_MARK LOGO: CGS
 JA0194_PROJECTION: RECESSED 15 CENTIMETERS
 JA0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0194+STABILITY: SURFACE MOTION
 JA0194
 JA0194  HISTORY     - Date     Condition        Report By
 JA0194  HISTORY     - 1946     MONUMENTED       CGS
 JA0194  HISTORY     - 1949     GOOD             CGS
 JA0194  HISTORY     - 1967     GOOD             CGS
 JA0194
 JA0194                          STATION DESCRIPTION
 JA0194
 JA0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0194'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE CITY OF SALEM
 JA0194'AND ON PROPERTY OWNED BY CHARLES BUSH, 47 FEET WEST OF A FENCE
 JA0194'CORNER, 43 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, AND 10 FEET
 JA0194'SOUTH OF A WITNESS POST AND FENCELINE. THE SURFACE-STATION
 JA0194'MARK IS 6-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA0194'STAMPED SMEDLEY 1946.
 JA0194'
 JA0194'REFERENCE MARK NO. 1 IS 141.04 FEET SOUTH-SOUTHEAST OF THE STATION,
 JA0194'71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 10 FEET
 JA0194'WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE. THE MARK IS
 JA0194'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SMEDLEY NO 1 1946.
 JA0194'
 JA0194'REFERENCE MARK NO. 2 IS 172.75 FEET WEST-NORTHWEST OF THE STATION, 26
 JA0194'FEET NORTH OF THE CENTERLINE OF A FARM LANE, AND 1 FOOT SOUTH
 JA0194'OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA0194'SMEDLEY NO 2 1946.
 JA0194'
 JA0194'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION, 16 FEET
 JA0194'EAST OF THE CENTERLINE OF A GRAVELED ROAD. 1.5 FEET SOUTH OF A
 JA0194'WITNESS POST, AND 1 FOOT WEST OF A FENCE. THE MARK PROJECTS 2 INCHES
 JA0194'AND THE DISK IS STAMPED SMEDLEY 1946.
 JA0194'
 JA0194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 135
 JA0194'IN THE CITY OF SALEM, GO WEST ON STATE HIGHWAY 56 FOR 1.5 MILES TO
 JA0194'THE JUNCTION OF STATE HIGHWAY 60, TURN RIGHT ON STATE HIGHWAY 60 AND
 JA0194'GO NORTH AND WEST FOR 3.6 MILES TO A GRAVELED CROSSROAD,
 JA0194'TURN RIGHT ON GRAVELED ROAD AND GO NORTH FOR 1.15 MILES TO A RAILROAD
 JA0194'CROSSING. CROSS RAILROAD AND CONTINUE NORTH FOR 0.15 MILE TO THE
 JA0194'AZIMUTH MARK ON THE RIGHT. CONTINUE ON NORTH FOR 0.1 MILE TO A FARM
 JA0194'LANE RIGHT, ENTER LANE AND GO EAST TO FARM HOUSE AND THE STATION AS
 JA0194'DESCRIBED.
 JA0194'
 JA0194'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0194
 JA0194                          STATION RECOVERY (1949)
 JA0194
 JA0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JA0194'4.6 MI SE FROM CAMPBELLSBURG.
 JA0194'ABOUT 4.25 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0194'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0194'ABOUT 0.4 MILE NORTHEAST ALONG A GRAVEL ROAD, AT THE RESIDENCE
 JA0194'OF CHARLES BUSH, 172 FEET EAST OF RM NO 2, 141 FEET NORTHWEST OF
 JA0194'RM NO 1, 43.7 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 JA0194'BARN, 46 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 11 FEET SOUTH
 JA0194'OF THE EAST-WEST FENCE LINE, 10 FEET SOUTH OF A WHITE WOODEN
 JA0194'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF RM NO 1, AND SET
 JA0194'IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 JA0194'GROUND.
 JA0194
 JA0194                          STATION RECOVERY (1967)
 JA0194
 JA0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA0194'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA0194'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE TO REACH HAS CHANGES
 JA0194'WITH ROAD CHANGES AND A NEW TO REACH ALONG WITH CHANGES TO THE
 JA0194'PREVIOUS DESCRIPTION ARE BELOW.
 JA0194'
 JA0194'THE STATION MARK IS 10 FEET SOUTH OF A METAL WITNESS POST.
 JA0194'
 JA0194'REFERENCE MARK 1 IS 2 INCHES BELOW THE GROUNDS SURFACE.
 JA0194'
 JA0194'REFERENCE MARK 2 IS 2 INCHES BELOW THE GROUNDS SURFACE.
 JA0194'
 JA0194'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 JA0194'
 JA0194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 60
 JA0194'AT THE WEST EDGE OF SALEM, GO WESTERLY ON HIGHWAY 60 FOR 2.9 MILES
 JA0194'TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD
 JA0194'FOR 1.05 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON THE PAVED
 JA0194'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 JA0194'ON THE PAVED ROAD FOR 0.1 MILE TO A DRIVEWAY EAST.  TURN RIGHT ON
 JA0194'THE DRIVEWAY AND GO EAST FOR 0.15 MILE TO A BARN AND THE
 JA0194'STATION AS DESCRIBED.
 JA0194'
 JA0194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 JA0194'NORTHWEST OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0193 ***********************************************************************
 JA0193  DESIGNATION -  SMEDLEY AZ MK
 JA0193  PID         -  JA0193
 JA0193  STATE/COUNTY-  IN/WASHINGTON
 JA0193  COUNTRY     -  US
 JA0193  USGS QUAD   -  SMEDLEY (2019)
 JA0193
 JA0193                         *CURRENT SURVEY CONTROL
 JA0193  ______________________________________________________________________
 JA0193* NAD 83(1986) POSITION- 38 38 23.     (N) 086 11 16.     (W)   SCALED
 JA0193* NAVD 88 ORTHO HEIGHT -   274.439 (meters)      900.39  (feet) ADJUSTED
 JA0193  ______________________________________________________________________
 JA0193  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JA0193  DYNAMIC HEIGHT  -        274.257 (meters)      899.79  (feet) COMP
 JA0193  MODELED GRAVITY -    979,959.6   (mgal)                       NAVD 88
 JA0193
 JA0193  VERT ORDER      -  FIRST     CLASS II
 JA0193
 JA0193.The horizontal coordinates were scaled from a map and have
 JA0193.an estimated accuracy of +/- 6 seconds.
 JA0193
 JA0193.The orthometric height was determined by differential leveling and
 JA0193.adjusted by the NATIONAL GEODETIC SURVEY
 JA0193.in June 1991.
 JA0193
 JA0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0193.GEOID18 height accuracy estimate available here.
 JA0193
 JA0193.Click photographs - Photos may exist for this station.
 JA0193
 JA0193.The dynamic height is computed by dividing the NAVD 88
 JA0193.geopotential number by the normal gravity value computed on the
 JA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0193.degrees latitude (g = 980.6199 gals.).
 JA0193
 JA0193.The modeled gravity was interpolated from observed gravity values.
 JA0193
 JA0193;                    North         East    Units  Estimated Accuracy
 JA0193;SPC IN E     -   376,630.       54,630.      MT  (+/- 180 meters Scaled)
 JA0193
 JA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH706771(NAD 83)
 JA0193
 JA0193                          SUPERSEDED SURVEY CONTROL
 JA0193
 JA0193  NGVD 29 (??/??/92)  274.549  (m)          900.75   (f) ADJ UNCH    1 2
 JA0193
 JA0193.Superseded values are not recommended for survey control.
 JA0193
 JA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0193.See file dsdata.pdf to determine how the superseded data were derived.
 JA0193
 JA0193_MARKER: DZ = AZIMUTH MARK DISK
 JA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0193_STAMPING: SMEDLEY 1946
 JA0193_MARK LOGO: CGS
 JA0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0193+STABILITY: SURFACE MOTION
 JA0193
 JA0193  HISTORY     - Date     Condition        Report By
 JA0193  HISTORY     - 1946     MONUMENTED       CGS
 JA0193  HISTORY     - 1949     GOOD             CGS
 JA0193
 JA0193                          STATION DESCRIPTION
 JA0193
 JA0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0193'4.4 MI SE FROM CAMPBELLSBURG.
 JA0193'ABOUT 4.25 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0193'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0193'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD, 195 FEET NORTH OF A T
 JA0193'FENCE CORNER AT THE NORTHWEST CORNER OF TIMBER, 44 FEET SOUTH
 JA0193'OF A POWER LINE POLE PAINTED BM 900.8, 15 FEET EAST OF THE
 JA0193'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 1.5 FEET
 JA0193'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JA0193'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA0193'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0195 ***********************************************************************
 JA0195  DESIGNATION -  SMEDLEY RM 1
 JA0195  PID         -  JA0195
 JA0195  STATE/COUNTY-  IN/WASHINGTON
 JA0195  COUNTRY     -  US
 JA0195  USGS QUAD   -  SMEDLEY (2019)
 JA0195
 JA0195                         *CURRENT SURVEY CONTROL
 JA0195  ______________________________________________________________________
 JA0195* NAD 83(1986) POSITION- 38 38 25.25   (N) 086 11 05.63   (W)   HD_HELD1
 JA0195* NAVD 88 ORTHO HEIGHT -   275.696 (meters)      904.51  (feet) ADJUSTED
 JA0195  ______________________________________________________________________
 JA0195  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JA0195  DYNAMIC HEIGHT  -        275.513 (meters)      903.91  (feet) COMP
 JA0195  MODELED GRAVITY -    979,959.6   (mgal)                       NAVD 88
 JA0195
 JA0195  VERT ORDER      -  FIRST     CLASS II
 JA0195
 JA0195.The horizontal coordinates were determined by differentially corrected
 JA0195.hand held GPS observations or other comparable positioning techniques
 JA0195.and have an estimated accuracy of +/- 3 meters.
 JA0195
 JA0195.The orthometric height was determined by differential leveling and
 JA0195.adjusted by the NATIONAL GEODETIC SURVEY
 JA0195.in June 1991.
 JA0195
 JA0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0195.GEOID18 height accuracy estimate available here.
 JA0195
 JA0195.Click photographs - Photos may exist for this station.
 JA0195
 JA0195.The dynamic height is computed by dividing the NAVD 88
 JA0195.geopotential number by the normal gravity value computed on the
 JA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0195.degrees latitude (g = 980.6199 gals.).
 JA0195
 JA0195.The modeled gravity was interpolated from observed gravity values.
 JA0195
 JA0195;                    North         East    Units  Estimated Accuracy
 JA0195;SPC IN E     -   376,699.2      54,882.5     MT  (+/- 3 meters HH1 GPS) 
 JA0195
 JA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7093777181(NAD 83)
 JA0195
 JA0195                          SUPERSEDED SURVEY CONTROL
 JA0195
 JA0195  NGVD 29 (??/??/92)  275.805  (m)          904.87   (f) ADJ UNCH    1 2
 JA0195
 JA0195.Superseded values are not recommended for survey control.
 JA0195
 JA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0195.See file dsdata.pdf to determine how the superseded data were derived.
 JA0195
 JA0195_MARKER: DR = REFERENCE MARK DISK
 JA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0195_STAMPING: SMEDLEY NO 1 1946
 JA0195_MARK LOGO: CGS
 JA0195_PROJECTION: FLUSH
 JA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0195+STABILITY: SURFACE MOTION
 JA0195
 JA0195  HISTORY     - Date     Condition        Report By
 JA0195  HISTORY     - 1946     MONUMENTED       CGS
 JA0195  HISTORY     - 1949     GOOD             CGS
 JA0195
 JA0195                          STATION DESCRIPTION
 JA0195
 JA0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0195'4.6 MI SE FROM CAMPBELLSBURG.
 JA0195'ABOUT 4.25 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0195'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0195'ABOUT 0.4 MILE NORTHEAST ALONG A GRAVEL ROAD, AT THE RESIDENCE
 JA0195'OF CHARLES BUSH, 141 FEET SOUTHEAST OF SMEDLEY STA, 71 FEET
 JA0195'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 9.5 FEET WEST OF THE
 JA0195'SOUTHWEST CORNER OF A PIG PEN, 53 FEET SOUTHWEST OF THE SOUTHWEST
 JA0195'CORNER OF A TOOL SHED, 1 FOOT NORTH OF THE EAST-WEST FENCE LINE,
 JA0195'ABOUT 2 FEET BELOW THE LEVEL OF SMEDLEY STA AND SET IN THE TOP
 JA0195'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0196 ***********************************************************************
 JA0196  DESIGNATION -  SMEDLEY RM 2
 JA0196  PID         -  JA0196
 JA0196  STATE/COUNTY-  IN/WASHINGTON
 JA0196  COUNTRY     -  US
 JA0196  USGS QUAD   -  SMEDLEY (2019)
 JA0196
 JA0196                         *CURRENT SURVEY CONTROL
 JA0196  ______________________________________________________________________
 JA0196* NAD 83(1986) POSITION- 38 38 27.03   (N) 086 11 08.18   (W)   HD_HELD1
 JA0196* NAVD 88 ORTHO HEIGHT -   274.622 (meters)      900.99  (feet) ADJUSTED
 JA0196  ______________________________________________________________________
 JA0196  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JA0196  DYNAMIC HEIGHT  -        274.440 (meters)      900.39  (feet) COMP
 JA0196  MODELED GRAVITY -    979,959.6   (mgal)                       NAVD 88
 JA0196
 JA0196  VERT ORDER      -  FIRST     CLASS II
 JA0196
 JA0196.The horizontal coordinates were determined by differentially corrected
 JA0196.hand held GPS observations or other comparable positioning techniques
 JA0196.and have an estimated accuracy of +/- 3 meters.
 JA0196
 JA0196.The orthometric height was determined by differential leveling and
 JA0196.adjusted by the NATIONAL GEODETIC SURVEY
 JA0196.in June 1991.
 JA0196
 JA0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0196.GEOID18 height accuracy estimate available here.
 JA0196
 JA0196.Click photographs - Photos may exist for this station.
 JA0196
 JA0196.The dynamic height is computed by dividing the NAVD 88
 JA0196.geopotential number by the normal gravity value computed on the
 JA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0196.degrees latitude (g = 980.6199 gals.).
 JA0196
 JA0196.The modeled gravity was interpolated from observed gravity values.
 JA0196
 JA0196;                    North         East    Units  Estimated Accuracy
 JA0196;SPC IN E     -   376,754.5      54,821.2     MT  (+/- 3 meters HH1 GPS) 
 JA0196
 JA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7087577236(NAD 83)
 JA0196
 JA0196                          SUPERSEDED SURVEY CONTROL
 JA0196
 JA0196  NGVD 29 (??/??/92)  274.732  (m)          901.35   (f) ADJ UNCH    1 2
 JA0196
 JA0196.Superseded values are not recommended for survey control.
 JA0196
 JA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0196.See file dsdata.pdf to determine how the superseded data were derived.
 JA0196
 JA0196_MARKER: DR = REFERENCE MARK DISK
 JA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0196_STAMPING: SMEDLEY NO 2 1946
 JA0196_MARK LOGO: CGS
 JA0196_PROJECTION: FLUSH
 JA0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0196+STABILITY: SURFACE MOTION
 JA0196
 JA0196  HISTORY     - Date     Condition        Report By
 JA0196  HISTORY     - 1946     MONUMENTED       CGS
 JA0196  HISTORY     - 1949     GOOD             CGS
 JA0196
 JA0196                          STATION DESCRIPTION
 JA0196
 JA0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0196'4.6 MI SE FROM CAMPBELLSBURG.
 JA0196'ABOUT 4.25 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0196'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0196'ABOUT 0.4 MILE NORTHEAST ALONG A GRAVEL ROAD, AT THE RESIDENCE
 JA0196'OF CHARLES BUSH, 172 FEET WEST OF SMEDLEY STA, 135 FEET NORTHWEST
 JA0196'OF THE NORTHWEST CORNER OF A BARN, 71 FEET NORTHEAST AND ACROSS
 JA0196'FARM DRIVEWAY TO THE BARN FROM A LOW CONCRETE BLOCK BUILDING, 26
 JA0196'FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 1 FOOT SOUTH
 JA0196'OF THE EAST-WEST FENCE LINE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 JA0196'SMEDLEY STA AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JA0196'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1913 ***********************************************************************
 MD1913  DESIGNATION -  SMIPORT AZ MK
 MD1913  PID         -  MD1913
 MD1913  STATE/COUNTY-  IN/ALLEN
 MD1913  COUNTRY     -  US
 MD1913  USGS QUAD   -  HUNTERTOWN (2019)
 MD1913
 MD1913                         *CURRENT SURVEY CONTROL
 MD1913  ______________________________________________________________________
 MD1913* NAD 83(1997) POSITION- 41 08 47.29112(N) 085 08 50.41602(W)   ADJUSTED
 MD1913* NAD 83(1997) ELLIP HT-   218.828 (meters)        (05/25/99)   ADJUSTED
 MD1913* NAVD 88 ORTHO HEIGHT -   251.8   (meters)      826.    (feet) VERTCON3
 MD1913  ______________________________________________________________________
 MD1913  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 MD1913  NAD 83(1997) X  -    406,901.556 (meters)                     COMP
 MD1913  NAD 83(1997) Y  - -4,792,826.944 (meters)                     COMP
 MD1913  NAD 83(1997) Z  -  4,174,829.824 (meters)                     COMP
 MD1913  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 MD1913  HORZ ORDER      -  THIRD
 MD1913  ELLP ORDER      -  FOURTH    CLASS I
 MD1913
 MD1913.This mark is at Smith Field Airport (SMD)
 MD1913
 MD1913.The horizontal coordinates were established by GPS observations
 MD1913.and adjusted by the National Geodetic Survey in May 1999.
 MD1913
 MD1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1913
 MD1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1913.GEOID18 height accuracy estimate available here.
 MD1913
 MD1913.Click photographs - Photos may exist for this station.
 MD1913
 MD1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1913
 MD1913.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1913
 MD1913.The ellipsoidal height was determined by GPS observations
 MD1913.and is referenced to NAD 83.
 MD1913
 MD1913. The following values were computed from the NAD 83(1997) position.
 MD1913
 MD1913;                    North         East     Units Scale Factor Converg.
 MD1913;SPC IN E     -   654,953.904   143,595.590   MT  0.99999005   +0 20 30.2
 MD1913;SPC IN E     - 2,148,794.60    471,113.20   sFT  0.99999005   +0 20 30.2
 MD1913;UTM  16      - 4,556,671.002   655,469.981   MT  0.99989749   +1 13 09.4
 MD1913
 MD1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1913!SPC IN E     -   0.99996568  x   0.99999005  =   0.99995573
 MD1913!UTM  16      -   0.99996568  x   0.99989749  =   0.99986317
 MD1913
 MD1913:                Primary Azimuth Mark                     Grid Az
 MD1913:SPC IN E     -  SMIPORT                                  180 00 32.5
 MD1913:UTM  16      -  SMIPORT                                  179 07 53.3
 MD1913
 MD1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5546956671(NAD 83)
 MD1913
 MD1913|---------------------------------------------------------------------|
 MD1913| PID    Reference Object                     Distance      Geod. Az  |
 MD1913|                                                           dddmmss.s |
 MD1913| MD1912 SMIPORT                             APPROX. 0.6 KM 1802102.7 |
 MD1913|---------------------------------------------------------------------|
 MD1913
 MD1913                          SUPERSEDED SURVEY CONTROL
 MD1913
 MD1913  NAD 83(1995)-  41 08 47.29434(N)    085 08 50.42983(W) AD(       ) 3
 MD1913  NAD 83(1986)-  41 08 47.29366(N)    085 08 50.42603(W) AD(       ) 3
 MD1913  NAD 27      -  41 08 47.11796(N)    085 08 50.52483(W) AD(       ) 3
 MD1913  NGVD 29 (02/23/89)  252.0    (m)  RAPSU86  model used  GPS OBS        
 MD1913
 MD1913.Superseded values are not recommended for survey control.
 MD1913
 MD1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1913.See file dsdata.pdf to determine how the superseded data were derived.
 MD1913
 MD1913_MARKER: DZ = AZIMUTH MARK DISK
 MD1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1913_STAMPING: SMIPORT 1986
 MD1913_MARK LOGO: NGS
 MD1913_PROJECTION: FLUSH
 MD1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1913+STABILITY: SURFACE MOTION
 MD1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1913+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 MD1913
 MD1913  HISTORY     - Date     Condition        Report By
 MD1913  HISTORY     - 1988     MONUMENTED       NGS
 MD1913  HISTORY     - 19901029 GOOD
 MD1913  HISTORY     - 20060510 GOOD             CMT
 MD1913
 MD1913                          STATION DESCRIPTION
 MD1913
 MD1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1913'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) EAST OF COLUMBIA CITY,
 MD1913'29.0 KM (18.00 MI) SOUTH OF GARRETT, 8.0 KM (4.95 MI) NORTH OF FORT
 MD1913'WAYNE AND AT THE FORT WAYNE-SMITH FIELD AIRPORT.  OWNERSHIP--BOWMAN
 MD1913'AVIATION INC., 426 WEST LUDWIG ROAD, FORT WAYNE, IN 46825, PHONE
 MD1913'219-489-5517.  AIRPORT MANAGER IS A.P. NIX.
 MD1913'TO REACH THE STATION FROM THE STATE HIGHWAY 3 OVERPASS OVER
 MD1913'INTERSTATE HIGHWAY 69, AT THE NORTH SIDE OF FORT WAYNE, GO NORTH ON
 MD1913'STATE HIGHWAY 3 FOR 1.3 KM (0.80 MI) TO LUDWIG ROAD.  TURN RIGHT AND
 MD1913'GO EAST FOR 1.4 KM (0.85 MI) TO AIRPORT OFFICE ON THE LEFT.  FROM THE
 MD1913'NORTHWEST CORNER OF OFFICE, GO NORTHWESTERLY ACROSS AIRPORT APRON FOR
 MD1913'0.1 KM (0.05 MI) TO START OF A TAXIWAY NORTH.  CONTINUE NORTHERLY ON
 MD1913'TAXIWAY FOR 0.6 KM (0.35 MI) TO LAST TAXIWAY MARKER LIGHT ON THE
 MD1913'RIGHT AND THE MARK ON THE RIGHT.
 MD1913'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SMIPORT
 MD1913'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1913'FLUSH WITH THE GROUND.  LOCATED 30.5 M (100.1 FT) SOUTH FROM THE
 MD1913'NORTHEAST CORNER OF TAXIWAY, 7.4 M (24.3 FT) EAST FROM CENTER OF
 MD1913'TAXIWAY, 5.5 M (18.0 FT) NORTH FROM AN 18-INCH DRAIN COVER AND 0.45 M
 MD1913'(1.5 FT) WEST FROM A TAXIWAY MARKER LIGHT AND FIBERGLASS WITNESS
 MD1913'POST.
 MD1913'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1913'DESCRIBED BY D.L. ADAMS.
 MD1913
 MD1913                          STATION RECOVERY (1990)
 MD1913
 MD1913'RECOVERED 1990
 MD1913'RECOVERED IN GOOD CONDITION.
 MD1913
 MD1913                          STATION RECOVERY (2006)
 MD1913
 MD1913'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD1913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1526 ***********************************************************************
 MD1526  DESIGNATION -  SMITH
 MD1526  PID         -  MD1526
 MD1526  STATE/COUNTY-  IN/DE KALB
 MD1526  COUNTRY     -  US
 MD1526  USGS QUAD   -  WATERLOO (2019)
 MD1526
 MD1526                         *CURRENT SURVEY CONTROL
 MD1526  ______________________________________________________________________
 MD1526* NAD 83(1997) POSITION- 41 29 25.90202(N) 085 03 50.58928(W)   ADJUSTED
 MD1526* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 MD1526  ______________________________________________________________________
 MD1526  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 MD1526  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 MD1526  HORZ ORDER      -  SECOND
 MD1526
 MD1526.The horizontal coordinates were established by classical geodetic methods
 MD1526.and adjusted by the National Geodetic Survey in May 1999.
 MD1526
 MD1526.The orthometric height was scaled from a topographic map.
 MD1526
 MD1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1526.GEOID18 height accuracy estimate available here.
 MD1526
 MD1526.Click photographs - Photos may exist for this station.
 MD1526
 MD1526.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1526
 MD1526. The following values were computed from the NAD 83(1997) position.
 MD1526
 MD1526;                    North         East     Units Scale Factor Converg.
 MD1526;SPC IN E     -   693,209.118   150,321.736   MT  0.99999782   +0 23 57.3
 MD1526;SPC IN E     - 2,274,303.58    493,180.56   sFT  0.99999782   +0 23 57.3
 MD1526;UTM  16      - 4,595,021.829   661,606.894   MT  0.99992141   +1 16 58.2
 MD1526
 MD1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1526!SPC IN E     -   0.99995817  x   0.99999782  =   0.99995599
 MD1526!UTM  16      -   0.99995817  x   0.99992141  =   0.99987958
 MD1526
 MD1526:                Primary Azimuth Mark                     Grid Az
 MD1526:SPC IN E     -  SMITH AZ MK                              177 17 33.7
 MD1526:UTM  16      -  SMITH AZ MK                              176 24 32.8
 MD1526
 MD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6160695021(NAD 83)
 MD1526
 MD1526|---------------------------------------------------------------------|
 MD1526| PID    Reference Object                     Distance      Geod. Az  |
 MD1526|                                                           dddmmss.s |
 MD1526| CF3093 SMITH RM 1                           26.371 METERS 05303     |
 MD1526| MD1519 WATERLOO ST MICHAELS CH SPIRE       APPROX. 4.4 KM 0882309.8 |
 MD1526| MD1525 W 6                                   1.503 METERS 16850     |
 MD1526| CF3094 SMITH RM 2                           26.971 METERS 17045     |
 MD1526| CF3092 SMITH AZ MK                                        1774131.0 |
 MD1526|---------------------------------------------------------------------|
 MD1526
 MD1526                          SUPERSEDED SURVEY CONTROL
 MD1526
 MD1526  NAD 83(1995)-  41 29 25.90261(N)    085 03 50.59135(W) AD(       ) 2
 MD1526  NAD 83(1986)-  41 29 25.90260(N)    085 03 50.60246(W) AD(       ) 2
 MD1526  NAD 27      -  41 29 25.72260(N)    085 03 50.71920(W) AD(       ) 2
 MD1526
 MD1526.Superseded values are not recommended for survey control.
 MD1526
 MD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1526.See file dsdata.pdf to determine how the superseded data were derived.
 MD1526
 MD1526_MARKER: DS = TRIANGULATION STATION DISK
 MD1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1526_STAMPING: SMITH 1946
 MD1526_MARK LOGO: CGS
 MD1526_PROJECTION: FLUSH
 MD1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1526+STABILITY: SURFACE MOTION
 MD1526
 MD1526  HISTORY     - Date     Condition        Report By
 MD1526  HISTORY     - 1946     MONUMENTED       CGS
 MD1526  HISTORY     - 1963     GOOD             CGS
 MD1526
 MD1526                          STATION DESCRIPTION
 MD1526
 MD1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1526'STATION IS LOCATED ABOUT 2 MILES SOUTH, OF ASHLEY AND 4 MILES
 MD1526'NORTHWEST OF WATERLOO AND ON THE NORTHWEST CORNER OF TWO ROADS.  IT IS
 MD1526'53.5 FEET NORTHWEST OF THE CENTERLINE OF THE TWO ROADS, 29 FEET
 MD1526'SOUTHWEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A FENCE.  THE
 MD1526'MARK IS FLUSH AND THE DISK IS STAMPED SMITH 1946.
 MD1526'
 MD1526'REFERENCE MARK NO. 1 IS 86.52 FEET NORTHEAST OF THE STATION.  IT IS 26
 MD1526'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH ROAD, 82
 MD1526'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST ROAD AND ONE
 MD1526'FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 MD1526'IS STAMPED SMITH NO 1 1946.
 MD1526'
 MD1526'REFERENCE MARK NO. 2 IS 88.49 FEET SOUTH OF THE STATION.  IT IS 31
 MD1526'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH ROAD, 59
 MD1526'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST ROAD AND 1
 MD1526'FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 MD1526'IS STAMPED SMITH NO 2 1946.
 MD1526'
 MD1526'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON THE EAST SIDE OF THE
 MD1526'ROAD.  IT IS 26 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 MD1526'38 FEET NORTH OF A POWER POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK
 MD1526'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SMITH 1946.
 MD1526'
 MD1526'W 6 (USGS) IS 4.93 FEET SOUTH OF THE STATION.  THE MARK IS A 8 X 8 INC
 MD1526'CONCTETE POST WITH A STANDARD USGS BRONZE DISK STAMPED W 6 1938 (ELV.)
 MD1526'983 (FT.)
 MD1526'
 MD1526'TO REACH THE STATION FROM WHERE STATE HIGHWAY 727 TURNS NORTH AND WEST
 MD1526'AND A GRAVEL ROAD EAST IN ASHLEY, GO EAST ON GRAVEL ROAD ONE BLOCK.
 MD1526'TURN RIGHT AND GO 2.65 MILES TO CROSSROAD AND STATION ON THE NORTHWEST
 MD1526'CORNER.  CONTINUE SOUTH 0.5 MILE TO A LARGE HOUSE ON THE RIGHT AND THE
 MD1526'AZIMUTH MARK ON THE LEFT.
 MD1526'
 MD1526'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1526
 MD1526                          STATION RECOVERY (1963)
 MD1526
 MD1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1526'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1526'DESCRIBED.
 MD1526'
 MD1526'ABOUT 2.6 MILES S ALONG NO. 27 COUNTY ROAD FROM ITS INTERSECTION WITH
 MD1526'COUNTY LINE RD.  TWO BLOCKS E OF THE MAIN CORNER IN ASHLEY, 43 FEET W
 MD1526'OF CENTER LINE OF THE SAID ROAD, 31 FEET N OF CENTER LINE OF NO. 10
 MD1526'COUNTY ROAD, LEVEL WITH N-S ROAD, 2 FEET NW OF A FENCE, STANDARD DISKS
 MD1526'STAMPED SMITH 1946 ARE SET IN 7A AND A 1A MARK THAT PROJECTS SLIGHTLY.
 MD1526'
 MD1526'REFERENCE STAMPED SMITH NO 1 1946, NOTE 11A, PROJECTING 0.5 FOOT, IS
 MD1526'86.52 FEET OR 26.371 METERS NE IN AZIMUTH 233 DEG 03 MIN FROM STATION,
 MD1526'82 FEET N OF CENTER LINE OF ONE ROAD, 29 FEET E OF CENTER LINE OF
 MD1526'OTHER ROAD, 0.7 FOOT LOWER THAN SAME, 1 FOOT W OF FENCE.
 MD1526'
 MD1526'REFERENCE STAMPED SMITH NO 2 1946, NOTE 11A, PROJECTING 0.7 FOOT, IS
 MD1526'88.42 FEET OR 26.950 METERS S IN AZIMUTH 350 DEG 45 MIN FROM STATION,
 MD1526'58 FEET S OF CENTER LINE OF ONE ROAD, 31 FEET W OF CENTER LINE OF THE
 MD1526'OTHER, 0.9 FOOT HIGHER THAN SAME.
 MD1526'
 MD1526'A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED W 6 983 1938,
 MD1526'PROJECTING 0.7 FOOT, IS 4.93 FEET OR 1.503 METERS S IN AZIMUTH 348 DEG
 MD1526'50 MIN FROM STATION.
 MD1526'
 MD1526'AZIMUTH MARK STAMPED SMITH 1946, NOTE 16A, PROJECTING 0.7 FOOT, IS
 MD1526'ABOUT 0.5 MILE S IN AZIMUTH 357 DEG 41 MIN 31.7 SEC FROM STATION,
 MD1526'ABOUT 10 YARDS S OF CREST OF RIDGE, 38 FEET N OF A POWER POLE, 26 FEET
 MD1526'E OF CENTER LINE OF ROAD, LEVEL WITH SAME, AND 1.3 FEET W OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2519 ***********************************************************************
 ME2519  DESIGNATION -  SMOKE
 ME2519  PID         -  ME2519
 ME2519  STATE/COUNTY-  IN/PORTER
 ME2519  COUNTRY     -  US
 ME2519  USGS QUAD   -  VALPARAISO (2019)
 ME2519
 ME2519                         *CURRENT SURVEY CONTROL
 ME2519  ______________________________________________________________________
 ME2519* NAD 83(1997) POSITION- 41 25 44.66275(N) 087 06 55.00142(W)   ADJUSTED
 ME2519* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 ME2519  ______________________________________________________________________
 ME2519  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 ME2519  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 ME2519  HORZ ORDER      -  THIRD
 ME2519
 ME2519.The horizontal coordinates were established by classical geodetic methods
 ME2519.and adjusted by the National Geodetic Survey in May 1999.
 ME2519
 ME2519.The orthometric height was scaled from a topographic map.
 ME2519
 ME2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2519.GEOID18 height accuracy estimate available here.
 ME2519
 ME2519.Click photographs - Photos may exist for this station.
 ME2519
 ME2519.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2519
 ME2519. The following values were computed from the NAD 83(1997) position.
 ME2519
 ME2519;                    North         East     Units Scale Factor Converg.
 ME2519;SPC IN W     -   686,209.113   897,329.909   MT  0.99996675   -0 01 16.1
 ME2519;SPC IN W     - 2,251,337.73  2,943,989.88   sFT  0.99996675   -0 01 16.1
 ME2519;UTM  16      - 4,586,396.425   490,368.073   MT  0.99960114   -0 04 34.6
 ME2519
 ME2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2519!SPC IN W     -   0.99996782  x   0.99996675  =   0.99993457
 ME2519!UTM  16      -   0.99996782  x   0.99960114  =   0.99956898
 ME2519
 ME2519:                Primary Azimuth Mark                     Grid Az
 ME2519:SPC IN W     -  VALPARAISO                               055 12 14.4
 ME2519:UTM  16      -  VALPARAISO                               055 15 32.9
 ME2519
 ME2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9036886396(NAD 83)
 ME2519
 ME2519|---------------------------------------------------------------------|
 ME2519| PID    Reference Object                     Distance      Geod. Az  |
 ME2519|                                                           dddmmss.s |
 ME2519| ME1206 VALPARAISO                          APPROX. 6.7 KM 0551058.3 |
 ME2519| CM4578 SMOKE RM 1                           45.421 METERS 11039     |
 ME2519| CM4577 SMOKE AZ MK                                        1800825.3 |
 ME2519| CM4579 SMOKE RM 2                           30.193 METERS 35050     |
 ME2519|---------------------------------------------------------------------|
 ME2519
 ME2519                          SUPERSEDED SURVEY CONTROL
 ME2519
 ME2519  NAD 83(1986)-  41 25 44.66851(N)    087 06 55.00523(W) AD(       ) 3
 ME2519  NAD 27      -  41 25 44.52880(N)    087 06 54.88740(W) AD(       ) 3
 ME2519
 ME2519.Superseded values are not recommended for survey control.
 ME2519
 ME2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2519.See file dsdata.pdf to determine how the superseded data were derived.
 ME2519
 ME2519_MARKER: DS = TRIANGULATION STATION DISK
 ME2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2519_STAMPING: SMOKE 1952
 ME2519_MARK LOGO: CGS
 ME2519_PROJECTION: FLUSH
 ME2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2519+STABILITY: SURFACE MOTION
 ME2519
 ME2519  HISTORY     - Date     Condition        Report By
 ME2519  HISTORY     - 1952     MONUMENTED       CGS
 ME2519  HISTORY     - 1968     GOOD             CGS
 ME2519  HISTORY     - 1972     GOOD             NGS
 ME2519
 ME2519                          STATION DESCRIPTION
 ME2519
 ME2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2519'STATION IS LOCATED 10 MILES NORTHEAST OF HEBRON AND 4 MILES SOUTHWEST
 ME2519'OF VALPARAISO ON PROPERTY OWNED BY MR. C. BENTLEY.  IT IS 175 FEET
 ME2519'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 35 FEET SOUTHEAST OF THE
 ME2519'CENTER OF STATE HIGHWAY 2, 23 FEET SOUTHWEST OF THE CENTER OF A FARM
 ME2519'LANE AND 9 FEET NORTHWEST OF A WHITE WITNESS POST AND FENCE LINE.  THE
 ME2519'MARK IS FLUSH AND THE DISK IS STAMPED SMOKE 1952.
 ME2519'
 ME2519'REFERENCE MARK NO. 1 IS 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME2519'BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED SMOKE NO 1 1952.
 ME2519'
 ME2519'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY
 ME2519'AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND
 ME2519'THE DISK IS STAMPED SMOKE NO 2 1952.
 ME2519'
 ME2519'AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME2519'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE
 ME2519'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SMOKE 1952.
 ME2519'
 ME2519'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 ME2519'STATE HIGHWAY 2, IN THE SOUTHWEST EDGE OF VALPARAISO, GO SOUTHWEST ON
 ME2519'HIGHWAY 2 FOR 3.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2519'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.75 MILE TO A GRAVEL CROSSROAD,
 ME2519'TURN LEFT AND GO EAST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME2519'DESCRIBED.
 ME2519'
 ME2519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2519
 ME2519                          STATION RECOVERY (1968)
 ME2519
 ME2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2519'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 ME2519'SITE OF THE AZIMUTH MARKS HAS BEEN GRADED AND NOW OCCUPIED BY 4 NEW
 ME2519'HOMES AND SINCE THE MARK COULD NOT BE FOUND IT IS ASSUMED DESTROYED BY
 ME2519'GRADING AND CONSTRUCTION.  THE DESCRIPTION TO THE STATION AND
 ME2519'REFERENCE MARKS IS GOOD WITH THE BELOW CHANGES.
 ME2519'
 ME2519'THE STATION MARK IS 39 FEET NORTHEAST OF A 30 INCH WALNUT TREE AND 2
 ME2519'INCHES UNDERGROUND.
 ME2519'
 ME2519'REFERENCE MARK 2 IS 3 FEET WEST OF A 10 INCH LOCUST TREE AND 1 FOOT
 ME2519'NORTHWEST OF A METAL WITNESS POST.
 ME2519'
 ME2519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTHWEST OF
 ME2519'VALPARAISO
 ME2519
 ME2519                          STATION RECOVERY (1972)
 ME2519
 ME2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2519'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 ME2519'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 ME2519'DESTROYED BY A HOUSING DEVELOPMENT.  THERE IS NO OBJECT VISIBLE FROM
 ME2519'WHICH TO SET A NEW AZIMUTH MARK FROM.  THE DIRECTION BETWEEN THE
 ME2519'REFERENCE MARKS CHECKED AS DID THE DISTANCE TO THEM.  A NEW
 ME2519'DESCRIPTION FOLLOWS-
 ME2519'
 ME2519'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF HEBRON, ON THE
 ME2519'PROPERTY OF MR. BENTLY, 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME2519'A HOUSE, 35 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2, 74
 ME2519'FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY AND 39 FEET NORTHEAST
 ME2519'OF A 30 INCH TREE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK
 ME2519'IS STAMPED SMOKE 1952.
 ME2519'
 ME2519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2519'HIGHWAY 2 AT THE SOUTH EDGE OF VALPARAISO, GO SOUTHWEST ON HIGHWAY 2
 ME2519'FOR 3.6 MILES TO THE STATION ON THE LEFT.
 ME2519'
 ME2519'REFERENCE MARK 1 IS 184 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ME2519'HIGHWAY AND 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN
 ME2519'FOUNDATION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SMOKE NO 1
 ME2519'1952
 ME2519'
 ME2519'REFERENCE MARK 2 IS 35 FEET NORTHWEST OF THE CENTERLINE OF THE
 ME2519'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST AND 3 FEET WEST OF A 10
 ME2519'INCH LOCUST TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 ME2519'STAMPED SMOKE NO 2 1952.
 ME2519'
 ME2519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 ME2519'SOUTHWEST OF VALPARAISO
 ME2519'
 ME2519'HEIGHT OF LIGHT ABOVE STATION MARK 2 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3338 ***********************************************************************
 JZ3338  DESIGNATION -  SMYRNA
 JZ3338  PID         -  JZ3338
 JZ3338  STATE/COUNTY-  IN/DECATUR
 JZ3338  COUNTRY     -  US
 JZ3338  USGS QUAD   -  MILLHOUSEN (2019)
 JZ3338
 JZ3338                         *CURRENT SURVEY CONTROL
 JZ3338  ______________________________________________________________________
 JZ3338* NAD 83(1997) POSITION- 39 14 58.38540(N) 085 23 01.90473(W)   ADJUSTED
 JZ3338* NAVD 88 ORTHO HEIGHT -   295.65  (+/-2cm)      970.0   (feet) VERTCON3
 JZ3338  ______________________________________________________________________
 JZ3338  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 JZ3338  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 JZ3338  HORZ ORDER      -  FIRST
 JZ3338  VERT ORDER      -  THIRD ? (See Below)
 JZ3338
 JZ3338.The horizontal coordinates were established by classical geodetic methods
 JZ3338.and adjusted by the National Geodetic Survey in May 1999.
 JZ3338
 JZ3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3338
 JZ3338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3338.GEOID18 height accuracy estimate available here.
 JZ3338
 JZ3338.The vertical order pertains to the NGVD 29 superseded value.
 JZ3338
 JZ3338.Click photographs - Photos may exist for this station.
 JZ3338
 JZ3338.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3338
 JZ3338. The following values were computed from the NAD 83(1997) position.
 JZ3338
 JZ3338;                    North         East     Units Scale Factor Converg.
 JZ3338;SPC IN E     -   444,238.160   124,411.232   MT  0.99997400   +0 10 44.2
 JZ3338;SPC IN E     - 1,457,471.36    408,172.52   sFT  0.99997400   +0 10 44.2
 JZ3338;UTM  16      - 4,345,714.750   639,455.002   MT  0.99983946   +1 01 21.7
 JZ3338
 JZ3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3338!SPC IN E     -   0.99995898  x   0.99997400  =   0.99993298
 JZ3338!UTM  16      -   0.99995898  x   0.99983946  =   0.99979844
 JZ3338
 JZ3338:                Primary Azimuth Mark                     Grid Az
 JZ3338:SPC IN E     -  SMYRNA AZ MK                             208 03 16.6
 JZ3338:UTM  16      -  SMYRNA AZ MK                             207 12 39.1
 JZ3338
 JZ3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3945545714(NAD 83)
 JZ3338
 JZ3338|---------------------------------------------------------------------|
 JZ3338| PID    Reference Object                     Distance      Geod. Az  |
 JZ3338|                                                           dddmmss.s |
 JZ3338| CF3098 SMYRNA RM 2                          47.520 METERS 09811     |
 JZ3338| CF3096 SMYRNA AZ MK                                       2081400.8 |
 JZ3338| JZ3340 MILLHOUSEN ST MARYS CH CROSS        APPROX. 6.3 KM 2272937.5 |
 JZ3338| CF3097 SMYRNA RM 1                          38.230 METERS 34638     |
 JZ3338|---------------------------------------------------------------------|
 JZ3338
 JZ3338                          SUPERSEDED SURVEY CONTROL
 JZ3338
 JZ3338  NAD 83(1995)-  39 14 58.38606(N)    085 23 01.90287(W) AD(       ) 1
 JZ3338  NAD 83(1993)-  39 14 58.38715(N)    085 23 01.90586(W) AD(       ) 1
 JZ3338  NAD 83(1986)-  39 14 58.38699(N)    085 23 01.90706(W) AD(       ) 1
 JZ3338  NAD 27      -  39 14 58.20300(N)    085 23 02.03000(W) AD(       ) 1
 JZ3338  NGVD 29             295.78   (m)          970.4    (f) LEVELING    3  
 JZ3338
 JZ3338.Superseded values are not recommended for survey control.
 JZ3338
 JZ3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3338.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3338
 JZ3338_MARKER: DS = TRIANGULATION STATION DISK
 JZ3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3338_STAMPING: SMYRNA 1939
 JZ3338_MARK LOGO: CGS
 JZ3338_PROJECTION: FLUSH
 JZ3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3338+STABILITY: SURFACE MOTION
 JZ3338
 JZ3338  HISTORY     - Date     Condition        Report By
 JZ3338  HISTORY     - 1939     MONUMENTED       CGS
 JZ3338
 JZ3338                          STATION DESCRIPTION
 JZ3338
 JZ3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3338'ABOUT 7 MILES SOUTHEAST OF GREENSBURG, ON THE SMYRNA SCHOOL GROUNDS,
 JZ3338'25 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 28
 JZ3338'FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 21 FEET WEST OF A
 JZ3338'WIRE FENCE AROUND THE SCHOOLYARD, AND FLUSH WITH THE GROUND.
 JZ3338'
 JZ3338'TO REACH FROM GREENSBURG COURTHOUSE, GO SOUTHEAST ON STATE HIGHWAY 29
 JZ3338'FOR 7.1 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO
 JZ3338'1.3 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO 0.25 MILE TO
 JZ3338'SMYRNA SCHOOL AND STATION.
 JZ3338'
 JZ3338'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3338'DISKS SET IN CONCRETE.
 JZ3338'
 JZ3338'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION, 76 FEET NORTH OF
 JZ3338'THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 50 FEET WEST OF THE
 JZ3338'NORTHEAST CORNER OF THE FENCE, 1 FOOT SOUTH OF A WIRE FENCE AND
 JZ3338'PROJECTS 4 INCHES ABOVE GROUND.
 JZ3338'
 JZ3338'REFERENCE MARK NO. 2 IS EAST OF STATION, 18 FEET NORTH OF THE CENTER
 JZ3338'LINE OF A GRAVEL ROAD, 1 FOOT NORTH OF FENCE LINE AND PROJECTS
 JZ3338'4 INCHES ABOVE GROUND.
 JZ3338'
 JZ3338'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF STATION, 3 FEET NORTH
 JZ3338'OF THE SOUTHWEST CORNER OF FENCE, 12 FEET EAST OF THE CENTER
 JZ3338'LINE OF A GRAVEL ROAD, 38 FEET EAST OF A 30-INCH ASH NEAR AN OLD
 JZ3338'WOODEN GATE, IT PROJECTS 4 INCHES ABOVE GROUND.
 JZ3338'
 JZ3338'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.25 MILE TO T-ROAD, TURN
 JZ3338'LEFT AND GO 0.5 MILE TO A LARGE ASH ON THE RIGHT AND AZIMUTH
 JZ3338'MARK ON THE LEFT.
 JZ3338'
 JZ3338'HEIGHT OF LIGHT ABOVE STATION MARK - 36 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1948 ***********************************************************************
 JA1948  DESIGNATION -  SNYDER
 JA1948  PID         -  JA1948
 JA1948  STATE/COUNTY-  IN/KNOX
 JA1948  COUNTRY     -  US
 JA1948  USGS QUAD   -  MONROE CITY (2019)
 JA1948
 JA1948                         *CURRENT SURVEY CONTROL
 JA1948  ______________________________________________________________________
 JA1948* NAD 83(1997) POSITION- 38 36 59.34595(N) 087 22 04.23464(W)   ADJUSTED
 JA1948* NAD 83(1997) ELLIP HT-   148.217 (meters)        (05/25/99)   ADJUSTED
 JA1948* NAVD 88 ORTHO HEIGHT -   180.09  (+/-2cm)      590.8   (feet) VERTCON3
 JA1948  ______________________________________________________________________
 JA1948  GEOID HEIGHT    -        -31.970 (meters)                     GEOID18
 JA1948  NAD 83(1997) X  -    229,164.767 (meters)                     COMP
 JA1948  NAD 83(1997) Y  - -4,984,860.523 (meters)                     COMP
 JA1948  NAD 83(1997) Z  -  3,959,233.345 (meters)                     COMP
 JA1948  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 JA1948  HORZ ORDER      -  FIRST
 JA1948  VERT ORDER      -  THIRD ? (See Below)
 JA1948  ELLP ORDER      -  FOURTH    CLASS I
 JA1948
 JA1948.The horizontal coordinates were established by classical geodetic methods
 JA1948.and adjusted by the National Geodetic Survey in May 1999.
 JA1948
 JA1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1948
 JA1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1948.GEOID18 height accuracy estimate available here.
 JA1948
 JA1948.The vertical order pertains to the NGVD 29 superseded value.
 JA1948
 JA1948.Click photographs - Photos may exist for this station.
 JA1948
 JA1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1948
 JA1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1948
 JA1948.The ellipsoidal height was determined by GPS observations
 JA1948.and is referenced to NAD 83.
 JA1948
 JA1948. The following values were computed from the NAD 83(1997) position.
 JA1948
 JA1948;                    North         East     Units Scale Factor Converg.
 JA1948;SPC IN W     -   373,961.404   875,222.264   MT  0.99997422   -0 10 39.2
 JA1948;SPC IN W     - 1,226,905.04  2,871,458.38   sFT  0.99997422   -0 10 39.2
 JA1948;UTM  16      - 4,274,283.067   467,976.551   MT  0.99961263   -0 13 46.5
 JA1948
 JA1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1948!SPC IN W     -   0.99997674  x   0.99997422  =   0.99995097
 JA1948!UTM  16      -   0.99997674  x   0.99961263  =   0.99958938
 JA1948
 JA1948:                Primary Azimuth Mark                     Grid Az
 JA1948:SPC IN W     -  SNYDER AZ MK 2                           071 54 21.2
 JA1948:UTM  16      -  SNYDER AZ MK 2                           071 57 28.5
 JA1948
 JA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6797674283(NAD 83)
 JA1948
 JA1948|---------------------------------------------------------------------|
 JA1948| PID    Reference Object                     Distance      Geod. Az  |
 JA1948|                                                           dddmmss.s |
 JA1948| CG9133 SNYDER AZ MK 2                                     0714342.0 |
 JA1948| JA1944 WASHINGTON VINCENNES CAN STK        APPROX.19.6 KM 0755928.3 |
 JA1948| CG9132 SNYDER AZ MK                                       0811544.8 |
 JA1948| JA1946 MONROE CITY MUNICIPAL TANK          APPROX. 1.6 KM 1052509.1 |
 JA1948| CG9134 SNYDER RM 1                          40.486 METERS 12337     |
 JA1948| JA1947 MONROE CITY TEL CO MICROWAVE         88.395 METERS 21412     |
 JA1948| CG9136 SNYDER RM 3                          32.434 METERS 25216     |
 JA1948| CG9135 SNYDER RM 2                          26.569 METERS 25835     |
 JA1948| JA1950 VINCENNES CHURCH STEEPLE            APPROX.11.4 KM 2864240.7 |
 JA1948| JA1952 VINCENNES UNIV TV WVUT              APPROX.10.3 KM 2921851.2 |
 JA1948|---------------------------------------------------------------------|
 JA1948
 JA1948                          SUPERSEDED SURVEY CONTROL
 JA1948
 JA1948  NAD 83(1986)-  38 36 59.35473(N)    087 22 04.23388(W) AD(       ) 1
 JA1948  NAD 27      -  38 36 59.18050(N)    087 22 04.16730(W) AD(       ) 1
 JA1948  NGVD 29             180.23   (m)          591.3    (f) LEVELING    3  
 JA1948
 JA1948.Superseded values are not recommended for survey control.
 JA1948
 JA1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1948.See file dsdata.pdf to determine how the superseded data were derived.
 JA1948
 JA1948_MARKER: DS = TRIANGULATION STATION DISK
 JA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1948_STAMPING: SNYDER 1934
 JA1948_MARK LOGO: CGS
 JA1948_PROJECTION: RECESSED 36 CENTIMETERS
 JA1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1948+STABILITY: SURFACE MOTION
 JA1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1948+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1988
 JA1948
 JA1948  HISTORY     - Date     Condition        Report By
 JA1948  HISTORY     - 1934     MONUMENTED       CGS
 JA1948  HISTORY     - 1934     GOOD             CGS
 JA1948  HISTORY     - 1968     GOOD             CGS
 JA1948  HISTORY     - 1974     GOOD             BRADY
 JA1948  HISTORY     - 19880517 GOOD             NGS
 JA1948
 JA1948                          STATION DESCRIPTION
 JA1948
 JA1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1948'STATION IS ON PROPERTY BELONGING TO GEORGE SNYDER, ABOUT 9 MILES
 JA1948'EAST-SOUTHEAST OF VINCENNES, IND, 0.75 MILE WEST OF MONROE CITY, AND
 JA1948'4.5 MILES SOUTHWEST OF WHEATLAND, IND ALONG STATE HIGHWAY 61 ON
 JA1948'HIGHEST PART OF RIDGE.
 JA1948'
 JA1948'TO REACH FROM MONROE CITY POST OFFICE GO WEST ON STATE HIGHWAY 61 FOR
 JA1948'1.15 MILES TO TOP OF GRADE AND STATION ON RIGHT.  STATION IS 37 FEET
 JA1948'NORTHEAST OF THE CENTER LINE OF HIGHWAY 61, 20 FEET NORTHEAST OF FENCE
 JA1948'LINE, IN A CULTIVATED FIELD, AND SET 14 INCHES BELOW SURFACE OF
 JA1948'GROUND.
 JA1948'
 JA1948'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1948'DISKS SET IN CONRETE.
 JA1948'
 JA1948'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF STATION ALONG FENCE LINE ON
 JA1948'NORTHEAST SIDE OF HIGHWAY AND 20 FEET FROM THE CENTER LINE OF SAME, 66
 JA1948'FEET WEST-NORTHWEST OF 14-INCH LOCUST TREE WITH FOUR FORKS.
 JA1948'
 JA1948'REFERENCE MARK NO 2 IS WEST OF STATION ACROSS HIGHWAY AND 16 FEET
 JA1948'SOUTHWEST OF THE CENTER LINE THEREOF, 73 FEET NORTHWEST OF 6-INCH WILD
 JA1948'CHERRY TREE.
 JA1948'
 JA1948'AZIMUTH MARK IS EAST OF STATION, 18 FEET NORTH-NORTHWEST OF THE CENTER
 JA1948'LINE OF HIGHWAY 61, 37 YARDS WEST-SOUTHWEST OF FENCE CORNER AND
 JA1948'DRIVEWAY LEADING TO MR C C CARDINALS HOUSE.
 JA1948'
 JA1948'A 103-FOOT TOWER WAS USED, BUT SUMMIT 2, SEFERT, CAVANUGH, AND HARVEY
 JA1948'ARE VISIBLE FROM THE GROUND.  SCOTT IS VISIBLE FROM A 50-FOOT TOWER AN
 JA1948'A 90-FOOT TOWER WILL CLEAR ALL OTHER LINES.
 JA1948'
 JA1948'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 JA1948
 JA1948                          STATION RECOVERY (1934)
 JA1948
 JA1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JA1948'RECOVERED IN GOOD CONDITION.
 JA1948
 JA1948                          STATION RECOVERY (1968)
 JA1948
 JA1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1948'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 JA1948'CONDITION.  REFERENCE MARK 2 WAS FOUND LOOSE IN THE GROUND, THE
 JA1948'DISTANCE AND DIRECTION TO REFERENCE MARK 2 DID NOT CHECK.  REFERENCE
 JA1948'MARK 3 WAS ESTABLISHED AND REFERENCE MARK 2 WAS DESTROYED.  DISTANCE
 JA1948'AND DIRECTION TO REFERENCE MARK 1 CHECKED.  AZIMUTH MARK WAS SEARCHED
 JA1948'FOR BUT NOT FOUND AND FEARED DESTROYED BY ROAD CONSTRUCTION.  A NEW
 JA1948'AZIMUTH MARK WAS ESTABLISHED.  DUE TO VARIOUS REASONS A COMPLETE NEW
 JA1948'DESCRIPTION FOLLOWS.
 JA1948'
 JA1948'STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF VINCENNES, 0.75
 JA1948'MILE WEST OF MONROE CITY, 4.5 MILES SOUTHWEST OF WHEATLAND, ALONG THE
 JA1948'NORTHEAST SIDE OF STATE HIGHWAY 61 ON HIGHEST PART OF RIDGE.
 JA1948'
 JA1948'TO REACH THE STATION FROM THE POST OFFICE IN MONROE CITY, GO NORTH ON
 JA1948'MAIN STREET FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS 61 AND
 JA1948'241, TURN LEFT AND GO WESTERLY ON THE HIGHWAYS 61 AND 241 FOR 0.1 MILE
 JA1948'TO CROSSROAD AND AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 JA1948'WESTERLY ON HIGHWAY FOR 0.35 MILE TO JUNCTION OF STATE HIGHWAYS 61 AND
 JA1948'241.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 61 FOR 0.25 MILE TO
 JA1948'TOP OF THE HILL AND STATION ON RIGHT IN FIELD AS DESCRIBED.
 JA1948'
 JA1948'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA1948'
 JA1948'STATION MARK, STAMPED SNYDER 1934, IS SET 14 INCHES BELOW THE SURFACE
 JA1948'OF THE GROUND.  IT IS 96.6 FEET SOUTHEAST OF SOUTHEAST GATE POST, 88
 JA1948'FEET SOUTHEAST OF TELEPHONE LINE POLE, 36 FEET NORTHEAST OF CENTER OF
 JA1948'STATE HIGHWAY 61, 18 FEET NORTH OF A TELEPHONE POLE WITH A TRINGLE
 JA1948'BLAZE ON EAST SIDE OF POLE AND 16.5 FEET NORTHEAST OF FENCE.  (1B 7A)
 JA1948'
 JA1948'RM 1, STAMPED SNYDER NO 1 1934, PROJECTS 2 INCHES.  IT IS 22.5 FEET
 JA1948'NORTHEAST OF CENTER OF STATE HIGHWAY 61, 8 FEET WEST OF TELEPHONE LINE
 JA1948'POLE, 2.5 FEET SOUTHWEST OF FENCE LINE AND 1 FOOT NORTHWEST OF METAL
 JA1948'WITNESS POST.
 JA1948'
 JA1948'RM 3, STAMPED SNYDER 1934 NO 3 1968, PROJECTS ABOUT 2 INCHES.  IT IS
 JA1948'39.5 FEET SOUTHWEST OF CENTER OF STATE HIGHWAY 61, 36 FEET WEST OF A
 JA1948'GROUP OF HIGHWAY SIGNS, 16 FEET SOUTHEAST OF CENTER OF GATE, 1.4 FEET
 JA1948'EAST OF METAL WITNESS POST AND 1 FOOT NORTHEAST OF FENCE.
 JA1948'
 JA1948'AZIMUTH MARK, STAMPED SNYDER AS 2 1934 1967, IS SET FLUSH.  IT IT 162
 JA1948'FEET NORTH OF CENTER OF STATE HIGHWAYS 61 AND 241, 75 FEET NORTHWEST
 JA1948'OF THE NORTHWEST CORNER OF A HOUSE, 18 FEET EAST OF CENTER OF ROAD,
 JA1948'2.7 FEET SOUTH OF METAL WITNESS HEIGHT OF LIGHT ABOVE STATION MARK 30
 JA1948'METERS.
 JA1948
 JA1948                          STATION RECOVERY (1974)
 JA1948
 JA1948'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 JA1948'ALL MARKS FOUND IN GOOD CONDITION.
 JA1948
 JA1948                          STATION RECOVERY (1988)
 JA1948
 JA1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JA1948'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST-SOUTHEAST OF
 JA1948'VINCENNES, 7.2 KM (4.45 MI) SOUTHWEST OF WHEATLAND, 1.2 KM (0.75 MI)
 JA1948'WEST OF MONROE CITY AND IN A CULTIVATED FIELD.  OWNERSHIP--BEN M.
 JA1948'MCGARRAUGH, RT 1, MONROE CITY, IN 47557, PHONE 812-743-5225.  TO REACH
 JA1948'THE STATION FROM THE POST OFFICE IN MONROE CITY, GO NORTH ON MAIN
 JA1948'STREET FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF STATE HIGHWAYS 241 AND
 JA1948'61.  TURN LEFT AND GO WESTERLY ON STATE HIGHWAYS 241 AND 61 FOR 0.7 KM
 JA1948'(0.45 MI) TO WHERE STATE HIGHWAY 241 CONTINUES AHEAD AND STATE HIGHWAY
 JA1948'61 TURNS TO RIGHT.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 61
 JA1948'FOR 0.4 KM (0.25 MI) TO TOP OF HILL AND STATION ON THE RIGHT IN
 JA1948'CULTIVATED FIELD.
 JA1948'
 JA1948'THE STATION MARK IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 JA1948'STAMPED---SNYDER 1934---, SET IN THE TOP OF A CONCRETE MONUMENT THAT
 JA1948'IS 0.3 M (1.0 FT) BELOW THE SURFACE OF THE GROUND.  LOCATED 19.1 M
 JA1948'(62.7 FT) NORTH FROM CENTER OF STATE HIGHWAY 61, 16.8 M (55.1 FT)
 JA1948'NORTHEAST FROM SIGN, SCHOOL BUS STOP AHEAD, 5.6 M (18.4 FT) NORTHWEST
 JA1948'FROM A POWERPOLE AND 5.1 M (16.7 FT) NORTH FROM A FIBERGLASS WITNESS
 JA1948'POST.  GPS SURVEY, FAA AIRPORTS, INDIANA.  DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1670 ***********************************************************************
 MD1670  DESIGNATION -  SOLOMON
 MD1670  PID         -  MD1670
 MD1670  STATE/COUNTY-  IN/ELKHART
 MD1670  COUNTRY     -  US
 MD1670  USGS QUAD   -  MILFORD (2019)
 MD1670
 MD1670                         *CURRENT SURVEY CONTROL
 MD1670  ______________________________________________________________________
 MD1670* NAD 83(1997) POSITION- 41 27 44.30815(N) 085 46 09.20691(W)   ADJUSTED
 MD1670* NAVD 88 ORTHO HEIGHT -   275.    (meters)      902.    (feet) SCALED
 MD1670  ______________________________________________________________________
 MD1670  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 MD1670  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 MD1670  HORZ ORDER      -  FIRST
 MD1670
 MD1670.The horizontal coordinates were established by classical geodetic methods
 MD1670.and adjusted by the National Geodetic Survey in May 1999.
 MD1670
 MD1670.The orthometric height was scaled from a topographic map.
 MD1670
 MD1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1670.GEOID18 height accuracy estimate available here.
 MD1670
 MD1670.Click photographs - Photos may exist for this station.
 MD1670
 MD1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1670
 MD1670. The following values were computed from the NAD 83(1997) position.
 MD1670
 MD1670;                    North         East     Units Scale Factor Converg.
 MD1670;SPC IN E     -   689,904.719    91,432.166   MT  0.99996757   -0 04 04.5
 MD1670;SPC IN E     - 2,263,462.40    299,973.70   sFT  0.99996757   -0 04 04.5
 MD1670;UTM  16      - 4,590,810.705   602,784.492   MT  0.99973001   +0 48 54.0
 MD1670
 MD1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1670!SPC IN E     -   0.99996214  x   0.99996757  =   0.99992971
 MD1670!UTM  16      -   0.99996214  x   0.99973001  =   0.99969216
 MD1670
 MD1670:                Primary Azimuth Mark                     Grid Az
 MD1670:SPC IN E     -  SOLOMON AZ MK                            178 44 34.7
 MD1670:UTM  16      -  SOLOMON AZ MK                            177 51 36.2
 MD1670
 MD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0278490810(NAD 83)
 MD1670
 MD1670|---------------------------------------------------------------------|
 MD1670| PID    Reference Object                     Distance      Geod. Az  |
 MD1670|                                                           dddmmss.s |
 MD1670| CF3100 SOLOMON RM 1                         28.788 METERS 07950     |
 MD1670| CF3099 SOLOMON AZ MK                                      1784030.2 |
 MD1670| CF3101 SOLOMON RM 2                         19.340 METERS 20717     |
 MD1670|---------------------------------------------------------------------|
 MD1670
 MD1670                          SUPERSEDED SURVEY CONTROL
 MD1670
 MD1670  NAD 83(1986)-  41 27 44.31078(N)    085 46 09.21601(W) AD(       ) 1
 MD1670  NAD 27      -  41 27 44.13450(N)    085 46 09.25110(W) AD(       ) 1
 MD1670
 MD1670.Superseded values are not recommended for survey control.
 MD1670
 MD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1670.See file dsdata.pdf to determine how the superseded data were derived.
 MD1670
 MD1670_MARKER: DS = TRIANGULATION STATION DISK
 MD1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1670_STAMPING: SOLOMON 1947
 MD1670_MARK LOGO: CGS
 MD1670_PROJECTION: RECESSED 41 CENTIMETERS
 MD1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1670+STABILITY: SURFACE MOTION
 MD1670
 MD1670  HISTORY     - Date     Condition        Report By
 MD1670  HISTORY     - 1947     MONUMENTED       CGS
 MD1670  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1670
 MD1670                          STATION DESCRIPTION
 MD1670
 MD1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1670'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF SYRACUSE.  IT IS 28 FEET
 MD1670'EAST OF THE CENTERLINE OF GRAVEL ROAD, 18 FEET SOUTH OF A FENCELINE
 MD1670'AND 16 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS UNDERGROUND
 MD1670'ABOUT 16 INCHES AND THE DISK IS STAMPED SOLOMON 1947.
 MD1670'
 MD1670'REFERENCE MARK NO. 1 IS 94.45 FEET NORTHEAST OF THE STATION.  IT IS 2
 MD1670'FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MD1670'DISK IS STAMPED SOLOMON NO 1 1947.
 MD1670'
 MD1670'REFERENCE MARK NO. 2 IS 63.45 FEET SOUTHWEST OF THE STATION.  IT IS 15
 MD1670'FEET WEST OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT EAST OF A
 MD1670'FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MD1670'SOLOMON NO 2 1947.
 MD1670'
 MD1670'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 32 FEET EAST OF
 MD1670'THE CENTER OF GRAVEL ROAD, 9 FEET NORTH OF CENTERLINE OF DRIVEWAY, 3
 MD1670'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.
 MD1670'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SOLOMON 1947.
 MD1670'
 MD1670'TO REACH STATION FROM THE JUNCTION OF MAIN AND HUNTINGTON STREETS IN
 MD1670'SYRACUSE GO NORTH ON HUNTINGTON STREET (STATE HIGHWAY 13) FOR 1.7 MILE
 MD1670'TO THE JUNCTION OF U.S.  HIGHWAY 6 AND STATE HIGHWAY 13, TURN LEFT AND
 MD1670'GO WEST ON U.S. HIGHWAY 6 FOR 1 MILE TO A PAVED CROSSROAD, TURN RIGHT
 MD1670'AND GO NORTH ON PAVED ROAD FOR 0.55 MILE TO A GRAVEL CROSSROAD, TURN
 MD1670'RIGHT AND GO EAST FOR 0.3 MILE TO A GRAVEL T-ROAD LEFT, TURN LEFT AND
 MD1670'GO NORTH FOR 0.1 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 MD1670'AHEAD FOR 0.2 MILE TO STATION ON THE RIGHT.
 MD1670'
 MD1670'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1670
 MD1670                          STATION RECOVERY (1980)
 MD1670
 MD1670'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1670'SOLOMON 1947 UNDERGROUND MARK NOT RECOVERED.  SOLOMON NO. 1 1947
 MD1670'RECOVERED GOOD.  SOLOMON NO. 2 1947 NOT FOUND.  AZIMUTH MARK FOUND BUT
 MD1670'APPEARED DISTURBED.  DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MD1670'NORTHWEST OF SYRACUSE, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2032 ***********************************************************************
 HZ2032  DESIGNATION -  SOLON
 HZ2032  PID         -  HZ2032
 HZ2032  STATE/COUNTY-  IN/CLARK
 HZ2032  COUNTRY     -  US
 HZ2032  USGS QUAD   -  BETHLEHEM (2019)
 HZ2032
 HZ2032                         *CURRENT SURVEY CONTROL
 HZ2032  ______________________________________________________________________
 HZ2032* NAD 83(1997) POSITION- 38 30 46.54971(N) 085 29 43.85145(W)   ADJUSTED
 HZ2032* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 HZ2032  ______________________________________________________________________
 HZ2032  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 HZ2032  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 HZ2032  HORZ ORDER      -  SECOND
 HZ2032
 HZ2032.The horizontal coordinates were established by classical geodetic methods
 HZ2032.and adjusted by the National Geodetic Survey in May 1999.
 HZ2032
 HZ2032.The orthometric height was scaled from a topographic map.
 HZ2032
 HZ2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2032.GEOID18 height accuracy estimate available here.
 HZ2032
 HZ2032.Click photographs - Photos may exist for this station.
 HZ2032
 HZ2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2032
 HZ2032. The following values were computed from the NAD 83(1997) position.
 HZ2032
 HZ2032;                    North         East     Units Scale Factor Converg.
 HZ2032;SPC IN E     -   362,441.980   114,926.933   MT  0.99996941   +0 06 23.7
 HZ2032;SPC IN E     - 1,189,111.73    377,056.11   sFT  0.99996941   +0 06 23.7
 HZ2032;SPC KY1Z     - 1,241,933.179 1,522,194.753   MT  0.99996657   +0 09 22.5
 HZ2032;SPC KY1Z     - 4,074,575.77  4,994,067.29   sFT  0.99996657   +0 09 22.5
 HZ2032;SPC KY N     -   113,167.092   391,377.165   MT  0.99996240   -0 46 29.3
 HZ2032;SPC KY N     -   371,282.37  1,284,043.25   sFT  0.99996240   -0 46 29.3
 HZ2032;UTM  16      - 4,263,800.700   631,167.918   MT  0.99981188   +0 56 13.1
 HZ2032
 HZ2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2032!SPC IN E     -   0.99996890  x   0.99996941  =   0.99993832
 HZ2032!SPC KY1Z     -   0.99996890  x   0.99996657  =   0.99993548
 HZ2032!SPC KY N     -   0.99996890  x   0.99996240  =   0.99993131
 HZ2032!UTM  16      -   0.99996890  x   0.99981188  =   0.99978079
 HZ2032
 HZ2032:                Primary Azimuth Mark                     Grid Az
 HZ2032:SPC IN E     -  WISES                                    042 13 06.3
 HZ2032:SPC KY1Z     -  WISES                                    042 10 07.5
 HZ2032:SPC KY N     -  WISES                                    043 05 59.3
 HZ2032:UTM  16      -  WISES                                    041 23 16.9
 HZ2032
 HZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3116763800(NAD 83)
 HZ2032
 HZ2032|---------------------------------------------------------------------|
 HZ2032| PID    Reference Object                     Distance      Geod. Az  |
 HZ2032|                                                           dddmmss.s |
 HZ2032| HZ2031 WISES                               APPROX.11.9 KM 0421930.0 |
 HZ2032| CG9137 SOLON RM 1                           23.549 METERS 10344     |
 HZ2032| CG9138 SOLON RM 2                           24.609 METERS 21144     |
 HZ2032| HZ2120 INDIANA ORD WKS TANK 2402 3         APPROX.10.9 KM 2360515.8 |
 HZ2032| HZ2119 INDIANA ORD WKS TANK 2510 1         APPROX.10.9 KM 2361004.5 |
 HZ2032| HZ2115 INDIANA ORD WKS TANK 2402 5         APPROX. 8.9 KM 2362929.4 |
 HZ2032| HZ2114 INDIANA ORD WKS TANK 2510 3         APPROX. 8.9 KM 2363524.8 |
 HZ2032|---------------------------------------------------------------------|
 HZ2032
 HZ2032                          SUPERSEDED SURVEY CONTROL
 HZ2032
 HZ2032  NAD 83(1993)-  38 30 46.54994(N)    085 29 43.85120(W) AD(       ) 2
 HZ2032  NAD 83(1986)-  38 30 46.55295(N)    085 29 43.85780(W) AD(       ) 2
 HZ2032  NAD 27      -  38 30 46.32700(N)    085 29 44.00400(W) AD(       ) 2
 HZ2032
 HZ2032.Superseded values are not recommended for survey control.
 HZ2032
 HZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2032.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2032
 HZ2032_MARKER: DS = TRIANGULATION STATION DISK
 HZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2032_STAMPING: SOLON 1947
 HZ2032_MARK LOGO: CGS
 HZ2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2032+STABILITY: SURFACE MOTION
 HZ2032
 HZ2032  HISTORY     - Date     Condition        Report By
 HZ2032  HISTORY     - 1947     MONUMENTED       CGS
 HZ2032  HISTORY     - 1963     GOOD             AEROS
 HZ2032
 HZ2032                          STATION DESCRIPTION
 HZ2032
 HZ2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2032'STATION IS ABOUT 10 MILES NORTHEAST OF CHARLESTOWN, ABOUT 3 MILES
 HZ2032'EAST-NORTHEAST OF HIBERNIA FORMERLY CALLED SOLON, IN THE
 HZ2032'NORTHWEST ANGLE OF THE INTERSECTION OF TWO GRAVELED ROADS, ON
 HZ2032'PROPERTY OF W.M. PAYTON, 57 FEET NORTH OF THE APPROXIMATE
 HZ2032'CENTERLINE OF A MAIN GRAVELED ROAD, 44 FEET WEST OF THE APPROXIMATE
 HZ2032'CENTERLINE OF A SMALLER GRAVELED SIDE ROAD, 37 FEET NORTH OF A
 HZ2032'TELEPHONE LINE, AND 7 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 HZ2032'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SOLON 1947.
 HZ2032'
 HZ2032'REFERENCE MARK NO. 1 IS 77.26 FEET EAST OF THE STATION AND 30 FEET
 HZ2032'EAST OF THE APPROXIMATE CENTERLINE OF THE SIDE ROAD. THE MARK
 HZ2032'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SOLON NO 1 1947.
 HZ2032'
 HZ2032'REFERENCE MARK NO. 2 IS 80.74 FEET SOUTH-SOUTHWEST OF THE STATION AND
 HZ2032'15 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD. THE
 HZ2032'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED SOLON NO 2 1947.
 HZ2032'
 HZ2032'AZIMUTH MARK FOR THIS STATION IS TT 21 1937 U.S.G.S. WHICH IS 0.5
 HZ2032'MILE WEST-SOUTHWEST OF THE STATION, 70 FEET SOUTHEAST OF
 HZ2032'THE SOUTHEAST CORNER OF THE FARMHOUSE OF EVERETT MOYER, 22 FEET WEST
 HZ2032'OF THE CENTER OF THE INTERSECTION OF TWO GRAVELED ROADS, AND 2
 HZ2032'FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 1 INCH, AND THE
 HZ2032'DISK IS STAMPED TT 21 T 1937 749.
 HZ2032'
 HZ2032'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN SOUTH
 HZ2032'CHARLESTOWN, GO NORTHEAST ON HIGHWAY 62 FOR 8.3 MILES TO A
 HZ2032'MACADAM SIDE ROAD RIGHT AT A TEXACO STATION, TURN RIGHT AND GO 1.3
 HZ2032'MILES TO THE CROSS ROAD IN HIBERNIA, TURN LEFT AND GO 1.3
 HZ2032'MILES TO A T-ROAD INTERSECTION, TURN LEFT AND GO 0.1 MILE TO A SIDE
 HZ2032'ROAD RIGHT, THEN TURN RIGHT AND GO 0.5 MILE TO STATION ON LEFT.
 HZ2032'
 HZ2032'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2032
 HZ2032                          STATION RECOVERY (1963)
 HZ2032
 HZ2032'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2032'STATION AND TT 21 /AZ MK/ HAVE BEEN RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1622 ***********************************************************************
 MD1622  DESIGNATION -  SOUTH
 MD1622  PID         -  MD1622
 MD1622  STATE/COUNTY-  IN/NOBLE
 MD1622  COUNTRY     -  US
 MD1622  USGS QUAD   -  ALBION (2019)
 MD1622
 MD1622                         *CURRENT SURVEY CONTROL
 MD1622  ______________________________________________________________________
 MD1622* NAD 83(1997) POSITION- 41 27 25.65172(N) 085 29 46.99489(W)   ADJUSTED
 MD1622* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 MD1622  ______________________________________________________________________
 MD1622  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 MD1622  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 MD1622  HORZ ORDER      -  THIRD
 MD1622
 MD1622.The horizontal coordinates were established by classical geodetic methods
 MD1622.and adjusted by the National Geodetic Survey in May 1999.
 MD1622
 MD1622.The orthometric height was scaled from a topographic map.
 MD1622
 MD1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1622.GEOID18 height accuracy estimate available here.
 MD1622
 MD1622.Click photographs - Photos may exist for this station.
 MD1622
 MD1622.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1622
 MD1622. The following values were computed from the NAD 83(1997) position.
 MD1622
 MD1622;                    North         East     Units Scale Factor Converg.
 MD1622;SPC IN E     -   689,338.092   114,226.562   MT  0.99996916   +0 06 45.8
 MD1622;SPC IN E     - 2,261,603.39    374,758.31   sFT  0.99996916   +0 06 45.8
 MD1622;UTM  16      - 4,590,595.422   625,580.210   MT  0.99979408   +0 59 44.2
 MD1622
 MD1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1622!SPC IN E     -   0.99996180  x   0.99996916  =   0.99993096
 MD1622!UTM  16      -   0.99996180  x   0.99979408  =   0.99975589
 MD1622
 MD1622:                Primary Azimuth Mark                     Grid Az
 MD1622:SPC IN E     -  SOUTH AZ MK                              271 59 48.2
 MD1622:UTM  16      -  SOUTH AZ MK                              271 06 49.8
 MD1622
 MD1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2558090595(NAD 83)
 MD1622
 MD1622|---------------------------------------------------------------------|
 MD1622| PID    Reference Object                     Distance      Geod. Az  |
 MD1622|                                                           dddmmss.s |
 MD1622| CF3103 SOUTH RM 1                           27.929 METERS 03721     |
 MD1622| CF3104 SOUTH RM 2                           33.848 METERS 12706     |
 MD1622| CF3102 SOUTH AZ MK                                        2720634.0 |
 MD1622|---------------------------------------------------------------------|
 MD1622
 MD1622                          SUPERSEDED SURVEY CONTROL
 MD1622
 MD1622  NAD 83(1995)-  41 27 25.65348(N)    085 29 47.00026(W) AD(       ) 3
 MD1622  NAD 83(1986)-  41 27 25.65314(N)    085 29 47.00612(W) AD(       ) 3
 MD1622  NAD 27      -  41 27 25.47410(N)    085 29 47.06580(W) AD(       ) 3
 MD1622
 MD1622.Superseded values are not recommended for survey control.
 MD1622
 MD1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1622.See file dsdata.pdf to determine how the superseded data were derived.
 MD1622
 MD1622_MARKER: DS = TRIANGULATION STATION DISK
 MD1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1622_STAMPING: SOUTH 1947
 MD1622_MARK LOGO: CGS
 MD1622_PROJECTION: FLUSH
 MD1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1622+STABILITY: SURFACE MOTION
 MD1622
 MD1622  HISTORY     - Date     Condition        Report By
 MD1622  HISTORY     - 1947     MONUMENTED       CGS
 MD1622  HISTORY     - 1956     MARK NOT FOUND   USGS
 MD1622  HISTORY     - 1963     GOOD             CGS
 MD1622
 MD1622                          STATION DESCRIPTION
 MD1622
 MD1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1622'STATION IS LOCATED ABOUT 6 MILES EAST OF LIGONIER ON PROPERTY OWNED BY
 MD1622'MR.  SOUTH.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 MD1622'6, 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN, 35 FEET
 MD1622'NORTHWEST OF THE NORTHWEST CORNER OF BARN, 11 FEET EAST OF A FENCELINE
 MD1622'AND 10 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1622'DISK IS STAMPED SOUTH 1947.
 MD1622'
 MD1622'REFERENCE MARK NO. 1 IS 91.63 FEET NORTHEAST OF THE STATION.  IT IS 27
 MD1622'FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT SOUTH OF A
 MD1622'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SOUTH NO 1 1947.
 MD1622'
 MD1622'REFERENCE MARK NO. 2 IS 111.05 FEET SOUTHEAST OF THE STATION.  IT IS 1
 MD1622'FOOT NORTH WEST OF THE NORTHWEST CORNER OF GARAGE.  THE MARK IS FLUSH
 MD1622'AND THE DISK IS STAMPED SOUTH NO 2 1947.
 MD1622'
 MD1622'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 45 FEET NORTHEAST
 MD1622'OF THE NORTHEAST CORNER OF WHITE HOUSE, 25 FEET SOUTH OF CENTERLINE OF
 MD1622'HIGHWAY, 15 FEET WEST OF DRIVE WAY, 3 FEET EAST OF A WHITE WITNESS
 MD1622'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 MD1622'IS STAMPED SOUTH 1947.
 MD1622'
 MD1622'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 6.11 MILE
 MD1622'SOUTH OF LIGONIER GO EAST ON U.S.  HIGHWAY 6 FOR 4.7 MILES TO AZIMUTH
 MD1622'MARK ON THE RIGHT, CONTINUE FOR 0.2 MILE TO STATION ON THE RIGHT AS
 MD1622'DESCRIBED.
 MD1622'
 MD1622'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1622
 MD1622                          STATION RECOVERY (1956)
 MD1622
 MD1622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MD1622'THE LONGITUDE READING APPEARS TO BE OFF ABOUT 10 SEC.  IN 1955 A
 MD1622'HURRICANE DESTROYED THE BARN AND SEVERAL TREES AT THIS LOCATION.  A
 MD1622'COUNTY BULLDOZER DID SOME CLEANING AND AFTER THAT MR. ED.  PIGGOTT WHO
 MD1622'HAS LIVED THERE FOR 73 YEARS STATED HE HAD LOOKED FOR THE MARK SEVERAL
 MD1622'TIMES AND HAS NEVER BEEN ABLE TO LOCATE IT.  A MR. NORTH LIVED ABOUT
 MD1622'500 FEET FROM THE STATION BUT SOUTH HAS NEVER LIVED THERE.  IT IS ON
 MD1622'ED.  PIGGOTTS PROPERTY.  THE SURFACE MEASUREMENTS DID NOT CHECK BUT A
 MD1622'SEARCH WAS MADE WITH PIGGOTTS DIRECTIONS.  ALL OTHER MONUMENTS ARE IN
 MD1622'PLACE.
 MD1622
 MD1622                          STATION RECOVERY (1963)
 MD1622
 MD1622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1622'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1622'DESCRIBED.
 MD1622'
 MD1622'ABOUT 4.7 MILES EASTERLY ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD1622'WITH NO. 33 U.S.  HWY. ABOUT A MILE S OF THE HEART OF LIGONIER, OR
 MD1622'ABOUT 0.8 MILE W ALONG NO. 6 FROM ITS INTERSECTION WITH THE MAIN N-S
 MD1622'PAVED ROAD (NO. 300 W COUNTY ROAD) IN WAWAKA, ON PROPERTY OF MR.
 MD1622'PICKETT, 141 FEET W OF NW CORNER OF CONCRETE FOUNDATION OF 2-STORY
 MD1622'FRAME HOUSE, 49- 1/2 FEET S OF 24-FOOT HWY. PAVEMENT, 34 FEET NW OF NW
 MD1622'CORNER OF CONCRETE BLOCK MILKHOUSE, STANDARD DISKS STAMPED SOUTH 1947,
 MD1622'IN NOTES 1A AND 7A MARKS WITH THE TOP MARK FLUSH.
 MD1622'
 MD1622'REFERENCE STAMPED SOUTH NO 1 1947, NOTE 11A, PROJECTING 0.2 FOOT, IS
 MD1622'91.71 FEET OR 27.953 METERS NE IN AZIMUTH 217 DEG 21 MIN FROM STATION,
 MD1622'27 FEET N OF CENTER LINE OF HWY., 0.2 FOOT LOWER THAN SAME, AND 1-1/2
 MD1622'FEET W OF STEEL WITNESS POST.
 MD1622'
 MD1622'REFERENCE STAMPED SOUTH NO 2 1947, NOTE 11A, FLUSH, IS 111.49 FEET OR
 MD1622'33.979 METERS SE IN AZIMUTH 307 DEG 05 MIN FROM STATION, AND 1.2 FEET
 MD1622'NW OF NW CORNER OF GARAGE.
 MD1622'
 MD1622'AZIMUTH MARK STAMPED SOUTH 1947, NOTE 16A, PROJECTS 0.1 FOOT, IS ABOUT
 MD1622'0.2 MILE W IN AZIMUTH 92 DEG 06 MIN 34.5 SEC FROM STATION, 41 FEET S
 MD1622'OF CENTER LINE OF THE HWY., 12 FEET W OF CENTER OF DRIVEWAY, 3 FEET
 MD1622'ESE OF WOODEN WITNESS POST, AND ONE FOOT E OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2231 ***********************************************************************
 ME2231  DESIGNATION -  SOUTH BEND
 ME2231  PID         -  ME2231
 ME2231  STATE/COUNTY-  IN/ST JOSEPH
 ME2231  COUNTRY     -  US
 ME2231  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2231
 ME2231                         *CURRENT SURVEY CONTROL
 ME2231  ______________________________________________________________________
 ME2231* NAD 83(1997) POSITION- 41 39 29.79465(N) 086 14 05.91201(W)   ADJUSTED
 ME2231* NAVD 88 ORTHO HEIGHT -   221.42  (+/-2cm)      726.4   (feet) VERTCON3
 ME2231  ______________________________________________________________________
 ME2231  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME2231  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 ME2231  HORZ ORDER      -  SECOND
 ME2231  VERT ORDER      -  THIRD ? (See Below)
 ME2231
 ME2231.The horizontal coordinates were established by classical geodetic methods
 ME2231.and adjusted by the National Geodetic Survey in May 1999.
 ME2231
 ME2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2231
 ME2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2231.GEOID18 height accuracy estimate available here.
 ME2231
 ME2231.The vertical order pertains to the NGVD 29 superseded value.
 ME2231
 ME2231.Click photographs - Photos may exist for this station.
 ME2231
 ME2231.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2231
 ME2231. The following values were computed from the NAD 83(1997) position.
 ME2231
 ME2231;                    North         East     Units Scale Factor Converg.
 ME2231;SPC IN E     -   711,820.146    52,665.588   MT  0.99999423   -0 22 39.9
 ME2231;SPC IN E     - 2,335,363.26    172,787.02   sFT  0.99999423   -0 22 39.9
 ME2231;UTM  16      - 4,612,118.825   563,695.574   MT  0.99964993   +0 30 30.7
 ME2231
 ME2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2231!SPC IN E     -   0.99997057  x   0.99999423  =   0.99996480
 ME2231!UTM  16      -   0.99997057  x   0.99964993  =   0.99962051
 ME2231
 ME2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6369512118(NAD 83)
 ME2231
 ME2231                          SUPERSEDED SURVEY CONTROL
 ME2231
 ME2231  NAD 83(1994)-  41 39 29.80233(N)    086 14 05.91069(W) AD(       ) 2
 ME2231  NAD 83(1986)-  41 39 29.80228(N)    086 14 05.91299(W) AD(       ) 2
 ME2231  NAD 27      -  41 39 29.61770(N)    086 14 05.89340(W) AD(       ) 2
 ME2231  USSD        -  41 39 29.67900(N)    086 14 05.74900(W) AD(       ) 3
 ME2231  NGVD 29             221.54   (m)          726.8    (f) LEVELING    3  
 ME2231
 ME2231.Superseded values are not recommended for survey control.
 ME2231
 ME2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2231.See file dsdata.pdf to determine how the superseded data were derived.
 ME2231
 ME2231_MARKER: X = CHISELED CROSS
 ME2231_SP_SET: MANHOLE RIM
 ME2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2231
 ME2231  HISTORY     - Date     Condition        Report By
 ME2231  HISTORY     - 1920     MONUMENTED       CGS
 ME2231  HISTORY     - 1964     GOOD             LOCSUR
 ME2231  HISTORY     - 1964     MARK NOT FOUND   CGS
 ME2231  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 ME2231
 ME2231                          STATION DESCRIPTION
 ME2231
 ME2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2231'IN SOUTH BEND, ON THE EDGE OF A SEWER MANHOLE AT THE INTERSECTION OF
 ME2231'E INDIANA AVENUE AND S
 ME2231'MIAMI STREET, 25 YARDS SE OF THE FIRST CHURCH OF THE
 ME2231'BRETHREN, 4.455 METERS (14.62
 ME2231'FEET) W OF THE E CURB OF S MIAMI
 ME2231'STREET, 5.565 METERS (18.26 FEET), NE OF THE
 ME2231'NEAREST RAIL OF STREET
 ME2231'CAR TRACK.  THE STATION IS MARKED BY A CROSS FILED AND LETTERS
 ME2231'U.S.C. AND
 ME2231'G.S. 1920 STAMPED ON IRON RIM OF SEWER MANHOLE.  THERE IS
 ME2231'NO REFERENCE MARK.
 ME2231
 ME2231                          STATION RECOVERY (1964)
 ME2231
 ME2231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (CL)
 ME2231'RAYMOND J. LANG CONSULTING ENG. RESPONSIBLE FOR DATA
 ME2231'
 ME2231'LOCATION ON THE EDGE OF A SEWER MANHOLE AT THE INTERSECTION OF E
 ME2231'INDIANA AVENUE AND
 ME2231'S. MIAMI STREET.  STREET REPAVED MANHOLE RAISED.
 ME2231'CHURCH REMOVED TRACKS REMOVED.
 ME2231
 ME2231                          STATION RECOVERY (1964)
 ME2231
 ME2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 ME2231'NO EVIDENCE OF THE MARK WAS FOUND.  IT IS BELIEVED TO BE DESTROYED.
 ME2231'THE CHURCH AND STREET RAILWAY
 ME2231'HAVE BEEN REMOVED.  THERE IS A MANHOLE THAT APPROXIMATES THE
 ME2231'LOCATION, BUT IT IS REPORTEDLY RAISED
 ME2231'(SEE FORM 685 REPORT ON CONDITION OF SURVEY MARKER) BY RAYMOND
 ME2231'J. LANG COMPANYS MR. CLARENCE LAVO UNDER
 ME2231'DATE OF 1/25/64) AND NO TRACE OF A MARK WAS
 ME2231'FOUND ON ITS RIM.
 ME2231
 ME2231                          STATION RECOVERY (1983)
 ME2231
 ME2231'RECOVERY NOTE BY US POWER SQUADRON 1983 (GEB)
 ME2231'STATION DESTROYED.
 ME2231'
 ME2231'MONUMENT HAS BEEN MOVED FROM SOUTHEAST CORNER TO NORTHSIDE OF
 ME2231'COURTHOUSE LAWN AND ROTATED 90 DEG.  THE BENCHMARK IS MISSING AS IF
 ME2231'CHISELED OFF OF SPIKE USED TO SET IT IN TOP STEP OF MONUMENT.
 ME2231'SPIKE AND CORRODED CIRCULAR OUTLINE ARE VISIBLE IN TOP STEP ON WEST
 ME2231'SIDE OF THE SOLDIERS AND SAILORS MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2239 ***********************************************************************
 ME2239  DESIGNATION -  SOUTH BEND BENDIX AV CORP BCN
 ME2239  PID         -  ME2239
 ME2239  STATE/COUNTY-  IN/ST JOSEPH
 ME2239  COUNTRY     -  US
 ME2239  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2239
 ME2239                         *CURRENT SURVEY CONTROL
 ME2239  ______________________________________________________________________
 ME2239* NAD 83(1997) POSITION- 41 41 01.06115(N) 086 17 48.96417(W)   ADJUSTED
 ME2239  ______________________________________________________________________
 ME2239  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 ME2239  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 ME2239  HORZ ORDER      -  THIRD
 ME2239
 ME2239.The horizontal coordinates were established by classical geodetic methods
 ME2239.and adjusted by the National Geodetic Survey in May 1999.
 ME2239
 ME2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2239.GEOID18 height accuracy estimate available here.
 ME2239
 ME2239.Click photographs - Photos may exist for this station.
 ME2239
 ME2239.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2239
 ME2239. The following values were computed from the NAD 83(1997) position.
 ME2239
 ME2239;                    North         East     Units Scale Factor Converg.
 ME2239;SPC IN E     -   714,671.698    47,525.602   MT  1.00000054   -0 25 08.9
 ME2239;SPC IN E     - 2,344,718.73    155,923.58   sFT  1.00000054   -0 25 08.9
 ME2239;UTM  16      - 4,614,889.538   558,513.907   MT  0.99964213   +0 28 03.2
 ME2239
 ME2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5851314889(NAD 83)
 ME2239
 ME2239                          SUPERSEDED SURVEY CONTROL
 ME2239
 ME2239  NAD 83(1994)-  41 41 01.06251(N)    086 17 48.96743(W) AD(       ) 3
 ME2239  NAD 83(1986)-  41 41 01.06333(N)    086 17 48.96965(W) AD(       ) 3
 ME2239  NAD 27      -  41 41 00.88600(N)    086 17 48.94000(W) AD(       ) 3
 ME2239
 ME2239.Superseded values are not recommended for survey control.
 ME2239
 ME2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2239.See file dsdata.pdf to determine how the superseded data were derived.
 ME2239
 ME2239_MARKER: 21 = AIRPORT BEACON
 ME2239
 ME2239  HISTORY     - Date     Condition        Report By
 ME2239  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2239  HISTORY     - 1958     GOOD             CGS
 ME2239  HISTORY     - 1970     GOOD             NGS
 ME2239
 ME2239                          STATION DESCRIPTION
 ME2239
 ME2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2239'A REVOLVING LIGHT ATOP OF A STEEL TOWER ON TOP OF THE BENDIX
 ME2239'AVIATION
 ME2239'CORPORATION FOUNDRY BUILDING AND IS ABOUT 180 FEET HIGH, LOCATED IN
 ME2239'THE WEST SECTION OF SOUTH BEND.
 ME2239'IT IS ABOUT 500 YARDS WEST OF BENDIX AND 200 FEET SOUTH
 ME2239'OF WESTMORE STREET.
 ME2239
 ME2239                          STATION RECOVERY (1958)
 ME2239
 ME2239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CDB)
 ME2239'STATION WAS RECOVERED AS DESCRIBED.  THE 1952 DESCRIPTION IS
 ME2239'ADEQUATE.
 ME2239
 ME2239                          STATION RECOVERY (1970)
 ME2239
 ME2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 ME2239'THE STATION WAS RECOVERED AS DESCRIBED.
 ME2239'
 ME2239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX. 2-1/2 MILES
 ME2239'WEST OF SOUTH BEND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2236 ***********************************************************************
 ME2236  DESIGNATION -  SOUTH BEND BENDIX CORP STACK
 ME2236  PID         -  ME2236
 ME2236  STATE/COUNTY-  IN/ST JOSEPH
 ME2236  COUNTRY     -  US
 ME2236  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2236
 ME2236                         *CURRENT SURVEY CONTROL
 ME2236  ______________________________________________________________________
 ME2236* NAD 83(1997) POSITION- 41 40 48.61981(N) 086 17 29.65879(W)   ADJUSTED
 ME2236  ______________________________________________________________________
 ME2236  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 ME2236  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 ME2236  HORZ ORDER      -  THIRD
 ME2236
 ME2236.The horizontal coordinates were established by classical geodetic methods
 ME2236.and adjusted by the National Geodetic Survey in May 1999.
 ME2236
 ME2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2236.GEOID18 height accuracy estimate available here.
 ME2236
 ME2236.Click photographs - Photos may exist for this station.
 ME2236
 ME2236.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2236
 ME2236. The following values were computed from the NAD 83(1997) position.
 ME2236
 ME2236;                    North         East     Units Scale Factor Converg.
 ME2236;SPC IN E     -   714,284.615    47,969.296   MT  0.99999997   -0 24 56.0
 ME2236;SPC IN E     - 2,343,448.77    157,379.27   sFT  0.99999997   -0 24 56.0
 ME2236;UTM  16      - 4,614,509.504   558,963.377   MT  0.99964278   +0 28 16.0
 ME2236
 ME2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5896314509(NAD 83)
 ME2236
 ME2236                          SUPERSEDED SURVEY CONTROL
 ME2236
 ME2236  NAD 83(1994)-  41 40 48.62037(N)    086 17 29.66197(W) AD(       ) 3
 ME2236  NAD 83(1986)-  41 40 48.62208(N)    086 17 29.66488(W) AD(       ) 3
 ME2236  NAD 27      -  41 40 48.44400(N)    086 17 29.64300(W) AD(       ) 3
 ME2236
 ME2236.Superseded values are not recommended for survey control.
 ME2236
 ME2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2236.See file dsdata.pdf to determine how the superseded data were derived.
 ME2236
 ME2236_MARKER: 63 = STACK
 ME2236
 ME2236  HISTORY     - Date     Condition        Report By
 ME2236  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2236  HISTORY     - 1970     GOOD             NGS
 ME2236
 ME2236                          STATION DESCRIPTION
 ME2236
 ME2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 ME2236'THE STATION RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3288 ***********************************************************************
 ME3288  CBN         -  This is a Cooperative Base Network Control Station.
 ME3288  DESIGNATION -  SOUTH BEND CBL 0
 ME3288  PID         -  ME3288
 ME3288  STATE/COUNTY-  IN/ST JOSEPH
 ME3288  COUNTRY     -  US
 ME3288  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME3288
 ME3288                         *CURRENT SURVEY CONTROL
 ME3288  ______________________________________________________________________
 ME3288* NAD 83(2011) POSITION- 41 43 27.68619(N) 086 07 40.98370(W)   ADJUSTED
 ME3288* NAD 83(2011) ELLIP HT-   199.551 (meters)        (06/27/12)   ADJUSTED
 ME3288* NAD 83(2011) EPOCH   -  2010.00
 ME3288* NAVD 88 ORTHO HEIGHT -   233.2   (meters)      765.    (feet) GPS OBS
 ME3288  ______________________________________________________________________
 ME3288  NAVD 88 orthometric height was determined with geoid model    GEOID03
 ME3288  GEOID HEIGHT    -        -33.658 (meters)                     GEOID03
 ME3288  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 ME3288  NAD 83(2011) X  -    321,939.518 (meters)                     COMP
 ME3288  NAD 83(2011) Y  - -4,756,696.872 (meters)                     COMP
 ME3288  NAD 83(2011) Z  -  4,222,935.480 (meters)                     COMP
 ME3288  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 ME3288
 ME3288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3288  Standards:
 ME3288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3288  -------------------------------------------------------------------
 ME3288  NETWORK    0.80   1.41           0.37   0.26   0.72      0.01506627
 ME3288  -------------------------------------------------------------------
 ME3288  Click here for local accuracies and other accuracy information.
 ME3288
 ME3288.The horizontal coordinates were established by GPS observations
 ME3288.and adjusted by the National Geodetic Survey in June 2012.
 ME3288
 ME3288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3288.been affixed to the stable North American tectonic plate. See 
 ME3288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3288
 ME3288.The horizontal coordinates are valid at the epoch date displayed above
 ME3288.which is a decimal equivalence of Year/Month/Day.
 ME3288
 ME3288.The orthometric height was determined by GPS observations and a
 ME3288.high-resolution geoid model.
 ME3288
 ME3288.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3288.GEOID18 height accuracy estimate available here.
 ME3288
 ME3288.Click photographs - Photos may exist for this station.
 ME3288
 ME3288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3288
 ME3288.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3288
 ME3288.The ellipsoidal height was determined by GPS observations
 ME3288.and is referenced to NAD 83.
 ME3288
 ME3288. The following values were computed from the NAD 83(2011) position.
 ME3288
 ME3288;                    North         East     Units Scale Factor Converg.
 ME3288;SPC IN E     -   719,106.172    61,610.660   MT  0.99998479   -0 18 25.5
 ME3288;SPC IN E     - 2,359,267.50    202,134.31   sFT  0.99998479   -0 18 25.5
 ME3288;UTM  16      - 4,619,539.962   572,523.870   MT  0.99966472   +0 34 49.3
 ME3288
 ME3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3288!SPC IN E     -   0.99996870  x   0.99998479  =   0.99995349
 ME3288!UTM  16      -   0.99996870  x   0.99966472  =   0.99963343
 ME3288
 ME3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7252319539(NAD 83)
 ME3288
 ME3288                          SUPERSEDED SURVEY CONTROL
 ME3288
 ME3288  NAD 83(2007)-  41 43 27.68629(N)    086 07 40.98464(W) AD(2002.00) 0
 ME3288  ELLIP H (02/10/07)  199.566  (m)                       GP(2002.00)    
 ME3288  NAD 83(1997)-  41 43 27.68626(N)    086 07 40.98471(W) AD(       ) A
 ME3288  ELLIP H (01/19/05)  199.568  (m)                       GP(       ) 4 1
 ME3288
 ME3288.Superseded values are not recommended for survey control.
 ME3288
 ME3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3288.See file dsdata.pdf to determine how the superseded data were derived.
 ME3288
 ME3288_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3288_STAMPING: 0 1976
 ME3288_MARK LOGO: NGS
 ME3288_PROJECTION: RECESSED 10 CENTIMETERS
 ME3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3288+STABILITY: SURFACE MOTION
 ME3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3288+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2023
 ME3288
 ME3288  HISTORY     - Date     Condition        Report By
 ME3288  HISTORY     - 1976     MONUMENTED       IN-141
 ME3288  HISTORY     - 19900918 GOOD             NGS
 ME3288  HISTORY     - 20030618 GOOD             NGS
 ME3288  HISTORY     - 20080508 GOOD             LFA
 ME3288  HISTORY     - 20110706 GOOD             INDIV
 ME3288  HISTORY     - 20161114 GOOD             LFA
 ME3288  HISTORY     - 20230202 GOOD             LFA
 ME3288
 ME3288                          STATION DESCRIPTION
 ME3288
 ME3288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 ME3288'MARK IS A COMPONENT OF THE SOUTH BEND CALIBRATION BASE LINE, LOCATED
 ME3288'ABOUT 9.7 KM (6.03 MI) NORTHEAST OF SOUTH BEND AND 4.8 KM (2.98 MI)
 ME3288'NORTH OF MISHAWAKA, ON THE SOUTH SIDE OF CLEVELAND ROAD IN SECTION 25
 ME3288'T 38 N R 3 E (SOUTH BEND EAST 7.5 MIN QUAD).  OWNERSHIP-STATE
 ME3288'DEPARTMENT OF TRANSPORTATION. TO REACH FROM EXIT 83 (MISHAWAKA EXIT)
 ME3288'OF INTERSTATE HIGHWAY 80/90, LOCATED NORTH OF MISHAWAKA, GO NORTHWEST
 ME3288'ON CAPITAL AVENUE FOR 0.65 KM (0.40 MI) TO THE INTERSECTION OF STATE
 ME3288'HIGHWAY 23.  TURN RIGHT AND GO NORTHEAST FOR 0.48 KM (0.30 MI) TO THE
 ME3288'INTERSECTION OF BRICK ROAD. TURN RIGHT AND GO EAST FOR 1.45 KM (0.90
 ME3288'MI) TO THE INTERSECTION OF CURRANT ROAD.  TURN RIGHT AND GO SOUTH FOR
 ME3288'0.48 KM (0.30 MI) TO A RAILROAD CROSSING.  CONTINUE SOUTH, PASSING
 ME3288'UNDER INTERSTATE HIGHWAY 80/90, FOR 1.1 KM (0.68 MI) TO THE T
 ME3288'INTERSECTION WITH CLEVELAND ROAD.  TURN LEFT AND GO EAST FOR 120 M
 ME3288'(393.70 FT) TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 30
 ME3288'CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS
 ME3288'19.4 M (63.65 FT) SOUTH OF NGS STATION SOUTH BEND CBL 0 RM 1 (STAMPED
 ME3288'0 1976 RM 1), 11.9 M (39.04 FT) NORTHWEST OF NGS STATION SOUTH BEND
 ME3288'CBL 0 RM 2 (STAMPED 0 1976 RM 2) , 7.4 M (24.28 FT) SOUTH OF THE
 ME3288'CENTERLINE OF CLEVELAND ROAD, AND 1.0 M (3.28 FT) EAST OF A METAL
 ME3288'WITNESS POST. FOR MORE INFORMATION CONTACT MR. JOHN R. MC NAMARA, THE
 ME3288'ST. JOSEPH COUNTY SURVEYOR, COUNTY-CITY BUILDING ROOM 1100, 227 WEST
 ME3288'JEFFERSON BOULEVARD, SOUTH BEND, INDIANA 46601. CONTACT MR. RONALD L.
 ME3288'RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING , P.O. BOX 30050,
 ME3288'DESIGN SURVEY DIVISION, LANSING, MICHIGAN 48909.
 ME3288
 ME3288                          STATION RECOVERY (2003)
 ME3288
 ME3288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 ME3288'MARK IS A COMPONENT OF THE SOUTH BEND CALIBRATION BASE LINE, LOCATED
 ME3288'ABOUT 9.7 KM (6.03  MI) NORTHEAST OF SOUTH BEND AND 4.8 KM (2.98 MI)
 ME3288'NORTH OF MISHAWAKA, ON THE SOUTH SIDE OF  CLEVELAND ROAD IN SECTION
 ME3288'25, T 38 N, R 3 E (SOUTH BEND EAST 7.5 MIN QUAD).  OWNERSHIP-STATE
 ME3288'DEPARTMENT OF TRANSPORTATION.
 ME3288'
 ME3288'TO REACH FROM EXIT 83 (MISHAWAKA EXIT) OF INTERSTATE HIGHWAY 80/90,
 ME3288'LOCATED NORTH OF  MISHAWAKA, GO NORTHWEST ON CAPITAL AVENUE FOR 0.65
 ME3288'KM (0.40 MI) TO THE INTERSECTION OF  STATE HIGHWAY 23.  TURN RIGHT AND
 ME3288'GO NORTHEAST FOR 0.48 KM (0.30 MI) TO THE INTERSECTION  OF BRICK ROAD.
 ME3288'TURN RIGHT AND GO EAST FOR 1.45 KM (0.90 MI) TO THE INTERSECTION OF
 ME3288'CURRANT  ROAD.  TURN RIGHT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO A
 ME3288'RAILROAD CROSSING.  CONTINUE  SOUTH, PASSING UNDER INTERSTATE HIGHWAY
 ME3288'80/90, FOR 1.1 KM (0.68 MI) TO THE T INTERSECTION  WITH CLEVELAND
 ME3288'ROAD.  TURN LEFT AND GO EAST FOR 120 M (393.70 FT) TO THE MARK ON THE
 ME3288'RIGHT. MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 ME3288'POST FLUSH WITH GROUND  SURFACE.
 ME3288'
 ME3288'IT IS 19.4 M (63.65 FT) SOUTH OF NGS STATION SOUTH BEND CBL 0 RM 1
 ME3288'(STAMPED 1976 RM 1),  11.9 M (39.04 FT) NORTHWEST OF NGS STATION SOUTH
 ME3288'BEND CBL 0 RM 2 (STAMPED 0 1976 RM 2),  7.4 M (24.28 FT) SOUTH OF THE
 ME3288'CENTERLINE OF CLEVELAND ROAD, AND 1.0 M (3.28 FT) EAST OF A  METAL
 ME3288'WITNESS POST. FOR MORE INFORMATION CONTACT MR. JOHN R. MCNAMARA, THE
 ME3288'ST. JOSEPH  COUNTY SURVEYOR, COUNTY-CITY BUILDING ROOM 1100, 227 WEST
 ME3288'JEFFERSON BOULEVARD, SOUTH  BEND, INDIANA 46601.
 ME3288
 ME3288                          STATION RECOVERY (2008)
 ME3288
 ME3288'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME3288'RECOVERED IN GOOD CONDITION.
 ME3288
 ME3288                          STATION RECOVERY (2011)
 ME3288
 ME3288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 ME3288'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 ME3288
 ME3288                          STATION RECOVERY (2016)
 ME3288
 ME3288'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 ME3288'RECOVERED IN GOOD CONDITION.
 ME3288
 ME3288                          STATION RECOVERY (2023)
 ME3288
 ME3288'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (SST)
 ME3288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2225 ***********************************************************************
 ME2225  DESIGNATION -  SOUTH BEND E BASE
 ME2225  PID         -  ME2225
 ME2225  STATE/COUNTY-  IN/ST JOSEPH
 ME2225  COUNTRY     -  US
 ME2225  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2225
 ME2225                         *CURRENT SURVEY CONTROL
 ME2225  ______________________________________________________________________
 ME2225* NAD 83(1997) POSITION- 41 39 27.00828(N) 086 12 03.11687(W)   ADJUSTED
 ME2225* NAVD 88 ORTHO HEIGHT -   219.81  (+/-2cm)      721.2   (feet) VERTCON3
 ME2225  ______________________________________________________________________
 ME2225  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME2225  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 ME2225  HORZ ORDER      -  SECOND
 ME2225  VERT ORDER      -  THIRD ? (See Below)
 ME2225
 ME2225.The horizontal coordinates were established by classical geodetic methods
 ME2225.and adjusted by the National Geodetic Survey in May 1999.
 ME2225
 ME2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2225
 ME2225.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2225.GEOID18 height accuracy estimate available here.
 ME2225
 ME2225.The vertical order pertains to the NGVD 29 superseded value.
 ME2225
 ME2225.Click photographs - Photos may exist for this station.
 ME2225
 ME2225.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2225
 ME2225. The following values were computed from the NAD 83(1997) position.
 ME2225
 ME2225;                    North         East     Units Scale Factor Converg.
 ME2225;SPC IN E     -   711,716.014    55,506.065   MT  0.99999102   -0 21 18.3
 ME2225;SPC IN E     - 2,335,021.62    182,106.15   sFT  0.99999102   -0 21 18.3
 ME2225;UTM  16      - 4,612,058.662   566,536.355   MT  0.99965448   +0 31 52.3
 ME2225
 ME2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2225!SPC IN E     -   0.99997083  x   0.99999102  =   0.99996185
 ME2225!UTM  16      -   0.99997083  x   0.99965448  =   0.99962532
 ME2225
 ME2225:                Primary Azimuth Mark                     Grid Az
 ME2225:SPC IN E     -  PENN RESET                               207 21 52.0
 ME2225:UTM  16      -  PENN RESET                               206 28 41.4
 ME2225
 ME2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6653612058(NAD 83)
 ME2225
 ME2225|---------------------------------------------------------------------|
 ME2225| PID    Reference Object                     Distance      Geod. Az  |
 ME2225|                                                           dddmmss.s |
 ME2225| ME2224 PENN RESET                          APPROX. 1.2 KM 2070033.7 |
 ME2225| CM4584 SOUTH BEND E BASE RM                 11.655 METERS 26701     |
 ME2225|---------------------------------------------------------------------|
 ME2225
 ME2225                          SUPERSEDED SURVEY CONTROL
 ME2225
 ME2225  NAD 83(1994)-  41 39 27.01733(N)    086 12 03.11552(W) AD(       ) 2
 ME2225  NAD 83(1986)-  41 39 27.01764(N)    086 12 03.11784(W) AD(       ) 2
 ME2225  NAD 27      -  41 39 26.83180(N)    086 12 03.10350(W) AD(       ) 2
 ME2225  USSD        -  41 39 26.89300(N)    086 12 02.95700(W) AD(       ) 3
 ME2225  NGVD 29             219.92   (m)          721.5    (f) LEVELING    3  
 ME2225
 ME2225.Superseded values are not recommended for survey control.
 ME2225
 ME2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2225.See file dsdata.pdf to determine how the superseded data were derived.
 ME2225
 ME2225_MARKER: DS = TRIANGULATION STATION DISK
 ME2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2225_STAMPING: SOUTH BEND E BASE 1920
 ME2225_MARK LOGO: CGS
 ME2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2225+STABILITY: SURFACE MOTION
 ME2225
 ME2225  HISTORY     - Date     Condition        Report By
 ME2225  HISTORY     - 1920     MONUMENTED       CGS
 ME2225
 ME2225                          STATION DESCRIPTION
 ME2225
 ME2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2225'ONE MILE W OF MISHAWAKA DEPOT, ON THE N SIDE OF THE NEW YORK CENTRAL
 ME2225'LINES, 4 YARDS NW
 ME2225'OF THE S MERIDIAN STREET CROSSING, 1 METER W OF
 ME2225'THE E SIDEWALK OF S MERIDIAN STREET,
 ME2225'AND 3.77 METERS (12.37 FEET)
 ME2225'N OF THE N AND NEAREST RAIL OF THE WESTBOUND TRACK.
 ME2225'THE STATION,
 ME2225'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2225'THE REFERENCE MARK IS ON THE
 ME2225'OPPOSITE SIDE OF THE STREET NEAR
 ME2225'THE PAVEMENT, 11.65 METERS (38.22
 ME2225'FEET) FROM THE STATION S 87 DEG 01 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0110 ***********************************************************************
 ME0110  DESIGNATION -  SOUTH BEND RESET
 ME0110  PID         -  ME0110
 ME0110  STATE/COUNTY-  IN/ST JOSEPH
 ME0110  COUNTRY     -  US
 ME0110  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0110
 ME0110                         *CURRENT SURVEY CONTROL
 ME0110  ______________________________________________________________________
 ME0110* NAD 83(1986) POSITION- 41 40 32.8    (N) 086 15 07.9    (W)   HD_HELD2
 ME0110* NAVD 88 ORTHO HEIGHT -   217.93  (meters)      715.0   (feet) RESET
 ME0110  ______________________________________________________________________
 ME0110  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 ME0110  VERT ORDER      -  THIRD
 ME0110
 ME0110.The horizontal coordinates were established by autonomous hand held GPS
 ME0110.observations and have an estimated accuracy of +/- 10 meters.
 ME0110
 ME0110.The orthometric height was computed from unverified reset data.
 ME0110
 ME0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0110.GEOID18 height accuracy estimate available here.
 ME0110
 ME0110.Click photographs - Photos may exist for this station.
 ME0110
 ME0110;                    North         East    Units  Estimated Accuracy
 ME0110;SPC IN E     -   713,774.       51,245.      MT  (+/- 10 meters HH2 GPS)
 ME0110
 ME0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6224514049(NAD 83)
 ME0110
 ME0110                          SUPERSEDED SURVEY CONTROL
 ME0110
 ME0110.No superseded survey control is available for this station.
 ME0110
 ME0110_MARKER: DB = BENCH MARK DISK
 ME0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0110_SP_SET: PILLAR BASE
 ME0110_STAMPING: SOUTH BEND RESET 1966
 ME0110_MARK LOGO: CGS
 ME0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0110
 ME0110  HISTORY     - Date     Condition        Report By
 ME0110  HISTORY     - 1966     MONUMENTED       IN-141
 ME0110  HISTORY     - 1967     GOOD             CGS
 ME0110  HISTORY     - 20030927 GOOD             USPSQD
 ME0110  HISTORY     - 20130430 GOOD             INDOT
 ME0110  HISTORY     - 20230803 GOOD             USPSQD
 ME0110
 ME0110                          STATION DESCRIPTION
 ME0110
 ME0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME0110'AT SOUTH BEND.
 ME0110'AT SOUTH BEND, ON MAIN STREET, AT THE ENTRANCE TO THE COURT HOUSE
 ME0110'BETWEEN TWO STONE PILLARS ON THE SOUTH SIDE OF THE ENTRANCE.
 ME0110
 ME0110                          STATION RECOVERY (2003)
 ME0110
 ME0110'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 ME0110'RECOVERED IN GOOD CONDITION.
 ME0110
 ME0110                          STATION RECOVERY (2013)
 ME0110
 ME0110'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0110'RECOVERED IN GOOD CONDITION.
 ME0110
 ME0110                          STATION RECOVERY (2023)
 ME0110
 ME0110'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 ME0110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2227 ***********************************************************************
 ME2227  DESIGNATION -  SOUTH BEND W BASE
 ME2227  PID         -  ME2227
 ME2227  STATE/COUNTY-  IN/ST JOSEPH
 ME2227  COUNTRY     -  US
 ME2227  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2227
 ME2227                         *CURRENT SURVEY CONTROL
 ME2227  ______________________________________________________________________
 ME2227* NAD 83(1997) POSITION- 41 39 25.35237(N) 086 13 11.88233(W)   ADJUSTED
 ME2227* NAVD 88 ORTHO HEIGHT -   220.41  (+/-2cm)      723.1   (feet) VERTCON3
 ME2227  ______________________________________________________________________
 ME2227  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 ME2227  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 ME2227  HORZ ORDER      -  SECOND
 ME2227  VERT ORDER      -  THIRD ? (See Below)
 ME2227
 ME2227.The horizontal coordinates were established by classical geodetic methods
 ME2227.and adjusted by the National Geodetic Survey in May 1999.
 ME2227
 ME2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2227
 ME2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2227.GEOID18 height accuracy estimate available here.
 ME2227
 ME2227.The vertical order pertains to the NGVD 29 superseded value.
 ME2227
 ME2227.Click photographs - Photos may exist for this station.
 ME2227
 ME2227.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2227
 ME2227. The following values were computed from the NAD 83(1997) position.
 ME2227
 ME2227;                    North         East     Units Scale Factor Converg.
 ME2227;SPC IN E     -   711,674.964    53,914.748   MT  0.99999279   -0 22 04.0
 ME2227;SPC IN E     - 2,334,886.94    176,885.30   sFT  0.99999279   -0 22 04.0
 ME2227;UTM  16      - 4,611,993.025   564,946.402   MT  0.99965191   +0 31 06.5
 ME2227
 ME2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2227!SPC IN E     -   0.99997073  x   0.99999279  =   0.99996352
 ME2227!UTM  16      -   0.99997073  x   0.99965191  =   0.99962265
 ME2227
 ME2227:                Primary Azimuth Mark                     Grid Az
 ME2227:SPC IN E     -  LINCOLN                                  280 15 17.8
 ME2227:UTM  16      -  LINCOLN                                  279 22 07.3
 ME2227
 ME2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6494611993(NAD 83)
 ME2227
 ME2227|---------------------------------------------------------------------|
 ME2227| PID    Reference Object                     Distance      Geod. Az  |
 ME2227|                                                           dddmmss.s |
 ME2227| CM4585 SOUTH BEND W BASE RM                 10.075 METERS 00205     |
 ME2227| ME2233 LINCOLN                             APPROX. 0.6 KM 2795313.8 |
 ME2227|---------------------------------------------------------------------|
 ME2227
 ME2227                          SUPERSEDED SURVEY CONTROL
 ME2227
 ME2227  NAD 83(1994)-  41 39 25.36089(N)    086 13 11.88090(W) AD(       ) 2
 ME2227  NAD 83(1986)-  41 39 25.36097(N)    086 13 11.88319(W) AD(       ) 2
 ME2227  NAD 27      -  41 39 25.17550(N)    086 13 11.86660(W) AD(       ) 2
 ME2227  USSD        -  41 39 25.23700(N)    086 13 11.72000(W) AD(       ) 3
 ME2227  NGVD 29             220.52   (m)          723.5    (f) LEVELING    3  
 ME2227
 ME2227.Superseded values are not recommended for survey control.
 ME2227
 ME2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2227.See file dsdata.pdf to determine how the superseded data were derived.
 ME2227
 ME2227_MARKER: DS = TRIANGULATION STATION DISK
 ME2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2227_STAMPING: SOUTH BEND W BASE 1920
 ME2227_MARK LOGO: CGS
 ME2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2227+STABILITY: SURFACE MOTION
 ME2227
 ME2227  HISTORY     - Date     Condition        Report By
 ME2227  HISTORY     - 1920     MONUMENTED       CGS
 ME2227
 ME2227                          STATION DESCRIPTION
 ME2227
 ME2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2227'ABOUT 2-1/2 MILES E OF S BEND, ON THE S SIDE OF THE NEW YORK CENTRAL
 ME2227'TRACK, 225 YARDS
 ME2227'SW OF THE ENTRANCE TO SPRINGBROOK PARK, 100 YARDS
 ME2227'E OF THE FIRST DEEP FILL E OF S
 ME2227'BEND, 130 YARDS E OF MILEPOST C 88
 ME2227'550 YARDS W OF THE SEMAPHORE SIGNAL 451-2, AND
 ME2227'2.265 METERS (7.43
 ME2227'FEET) S OF THE S AND NEAREST RAIL OF THE EASTBOUND TRACK.  THE
 ME2227'STATION,
 ME2227'REFERENCE AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN
 ME2227'CONCRETE AS DESCRIBED.
 ME2227'THE REFERENCE MARK
 ME2227'IS ON THE OPPOSITE SIDE OF THE TRACK,
 ME2227'10.075 METERS (33.05 FEET)
 ME2227'FROM THE STATION N 02 DEG 05 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1640 ***********************************************************************
 MD1640  DESIGNATION -  SOUTH WHITLEY MUNICIPAL TANK
 MD1640  PID         -  MD1640
 MD1640  STATE/COUNTY-  IN/WHITLEY
 MD1640  COUNTRY     -  US
 MD1640  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1640
 MD1640                         *CURRENT SURVEY CONTROL
 MD1640  ______________________________________________________________________
 MD1640* NAD 83(1997) POSITION- 41 05 09.71651(N) 085 37 42.61468(W)   ADJUSTED
 MD1640  ______________________________________________________________________
 MD1640  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 MD1640  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 MD1640  HORZ ORDER      -  THIRD
 MD1640
 MD1640.The horizontal coordinates were established by classical geodetic methods
 MD1640.and adjusted by the National Geodetic Survey in May 1999.
 MD1640
 MD1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1640.GEOID18 height accuracy estimate available here.
 MD1640
 MD1640.Click photographs - Photos may exist for this station.
 MD1640
 MD1640.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1640
 MD1640. The following values were computed from the NAD 83(1997) position.
 MD1640
 MD1640;                    North         East     Units Scale Factor Converg.
 MD1640;SPC IN E     -   648,112.881   103,206.531   MT  0.99996679   +0 01 30.3
 MD1640;SPC IN E     - 2,126,350.34    338,603.43   sFT  0.99996679   +0 01 30.3
 MD1640;UTM  16      - 4,549,213.727   615,196.316   MT  0.99976332   +0 54 05.2
 MD1640
 MD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1519649213(NAD 83)
 MD1640
 MD1640                          SUPERSEDED SURVEY CONTROL
 MD1640
 MD1640  NAD 83(1995)-  41 05 09.71978(N)    085 37 42.62285(W) AD(       ) 3
 MD1640  NAD 83(1986)-  41 05 09.71954(N)    085 37 42.62611(W) AD(       ) 3
 MD1640  NAD 27      -  41 05 09.55700(N)    085 37 42.68700(W) AD(       ) 3
 MD1640
 MD1640.Superseded values are not recommended for survey control.
 MD1640
 MD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1640.See file dsdata.pdf to determine how the superseded data were derived.
 MD1640
 MD1640_MARKER: 53 = ELEVATED TANK
 MD1640
 MD1640  HISTORY     - Date     Condition        Report By
 MD1640  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1640  HISTORY     - 1960     GOOD             CGS
 MD1640
 MD1640                          STATION DESCRIPTION
 MD1640
 MD1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1640'THIS IS AN INTERSECTION STATION.
 MD1640'
 MD1640'STATION IS LOCATED IN THE CENTER OF SOUTH WHITLEY ON THE SOUTHWEST
 MD1640'CORNER OF MARKET AND STATE STREETS.  IT IS A CONICAL SHAPED WATER TANK
 MD1640'ATOP A FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER AND ABOUT 125 FEET
 MD1640'HIGH.  THE LEGEND SOUTH WHITLEY IS PAINTED IN LARGE BLACK LETTERS ON
 MD1640'THE NORTH AND SOUTH SIDE OF THE TANK.  THE POINT OBSERVED ON IS THE
 MD1640'SMALL BALL AT THE APEX OF THE ROOF.
 MD1640
 MD1640                          STATION RECOVERY (1960)
 MD1640
 MD1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1640'ORIGINAL DESCRIPTION IS CURRENTLY ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2335 ***********************************************************************
 LA2335  DESIGNATION -  SPARTANBURG
 LA2335  PID         -  LA2335
 LA2335  STATE/COUNTY-  IN/RANDOLPH
 LA2335  COUNTRY     -  US
 LA2335  USGS QUAD   -  SPARTANBURG (2019)
 LA2335
 LA2335                         *CURRENT SURVEY CONTROL
 LA2335  ______________________________________________________________________
 LA2335* NAD 83(1997) POSITION- 40 03 54.53491(N) 084 51 39.60038(W)   ADJUSTED
 LA2335* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 LA2335  ______________________________________________________________________
 LA2335  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 LA2335  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 LA2335  HORZ ORDER      -  FIRST
 LA2335
 LA2335.The horizontal coordinates were established by classical geodetic methods
 LA2335.and adjusted by the National Geodetic Survey in May 1999.
 LA2335
 LA2335.The orthometric height was scaled from a topographic map.
 LA2335
 LA2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2335.GEOID18 height accuracy estimate available here.
 LA2335
 LA2335.Click photographs - Photos may exist for this station.
 LA2335
 LA2335.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2335
 LA2335. The following values were computed from the NAD 83(1997) position.
 LA2335
 LA2335;                    North         East     Units Scale Factor Converg.
 LA2335;SPC IN E     -   535,062.236   168,731.650   MT  1.00002480   +0 31 06.9
 LA2335;SPC IN E     - 1,755,450.02    553,580.42   sFT  1.00002480   +0 31 06.9
 LA2335;SPC OH S     -   231,899.853   398,598.480   MT  1.00000645   -1 29 53.2
 LA2335;SPC OH S     -   760,824.77  1,307,735.18   sFT  1.00000645   -1 29 53.2
 LA2335;UTM  16      - 4,437,180.374   682,418.105   MT  1.00000966   +1 22 37.8
 LA2335
 LA2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2335!SPC IN E     -   0.99994772  x   1.00002480  =   0.99997252
 LA2335!SPC OH S     -   0.99994772  x   1.00000645  =   0.99995417
 LA2335!UTM  16      -   0.99994772  x   1.00000966  =   0.99995738
 LA2335
 LA2335:                Primary Azimuth Mark                     Grid Az
 LA2335:SPC IN E     -  SPARTANBURG AZ MK                        260 16 35.5
 LA2335:SPC OH S     -  SPARTANBURG AZ MK                        262 17 35.6
 LA2335:UTM  16      -  SPARTANBURG AZ MK                        259 25 04.6
 LA2335
 LA2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8241837180(NAD 83)
 LA2335
 LA2335|---------------------------------------------------------------------|
 LA2335| PID    Reference Object                     Distance      Geod. Az  |
 LA2335|                                                           dddmmss.s |
 LA2335| LA0426 SPARTANBURG RM 1                     79.300 METERS 18228     |
 LA2335| LA2336 LYNN MUNICIPAL TANK                 APPROX. 7.0 KM 2553232.4 |
 LA2335| LA0427 SPARTANBURG AZ MK                                  2604742.4 |
 LA2335| LA0425 SPARTANBURG RM 2                     46.440 METERS 33633     |
 LA2335|---------------------------------------------------------------------|
 LA2335
 LA2335                          SUPERSEDED SURVEY CONTROL
 LA2335
 LA2335  NAD 83(1995)-  40 03 54.53466(N)    084 51 39.59990(W) AD(       ) 1
 LA2335  NAD 83(1986)-  40 03 54.53960(N)    084 51 39.60875(W) AD(       ) 1
 LA2335  NAD 27      -  40 03 54.36600(N)    084 51 39.73700(W) AD(       ) 1
 LA2335
 LA2335.Superseded values are not recommended for survey control.
 LA2335
 LA2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2335.See file dsdata.pdf to determine how the superseded data were derived.
 LA2335
 LA2335_MARKER: DS = TRIANGULATION STATION DISK
 LA2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2335_STAMPING: SPARTANBURG 1932
 LA2335_MARK LOGO: CGS
 LA2335_PROJECTION: RECESSED 30 CENTIMETERS
 LA2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2335+STABILITY: SURFACE MOTION
 LA2335
 LA2335  HISTORY     - Date     Condition        Report By
 LA2335  HISTORY     - 1932     MONUMENTED       CGS
 LA2335
 LA2335                          STATION DESCRIPTION
 LA2335
 LA2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA2335'THE STATION IS ABOUT 9-1/2 MILES SOUTH AND 2-3/4 MILES WEST OF UNION
 LA2335'CITY, 1/2 MILE WEST OF SPARTANBURG NEAR THE SOUTH SIDE CENTER OF SEC.
 LA2335'10, T. 19 N., R. 15 E., ON LAND BELONGING TO RUSSELL SHAW, WHO LIVES
 LA2335'ABOUT ONE MILE SOUTH OF SPARTANBURG.  THERE IS A GRAVEL ROAD WHICH
 LA2335'GOES WEST FROM SPARTANBURG ABOUT 1/2 MILE, THEN IT GOES SOUTH FOR
 LA2335'ABOUT 250 METERS AND THEN CONTINUES WEST.
 LA2335'
 LA2335'THE STATION IS 5.5 METERS EAST OF EASTERN RIGHT-OF-WAY FENCE OF THIS
 LA2335'SHORT NORTH-SOUTH STRETCH, ABOUT 150 METERS SOUTH OF ONE TURN AND
 LA2335'ABOUT 100 METERS NORTH OF THE OTHER ONE.  IT IS IN A CULTIVATED FIELD
 LA2335'12 METERS EAST OF THE CENTER LINE OF THE ROAD.  THE STATION IS ABOUT 1
 LA2335'FOOT BELOW THE SURFACE OF THE GROUND.
 LA2335'
 LA2335'REFERENCE MARK NO. 1 IS IN AN EAST-WEST WOODEN RAIL FENCE LINE WHICH
 LA2335'IS THE BOUNDARY BETWEEN A WOODED SECTION AND A CULTIVATED FIELD, 3
 LA2335'METERS EAST OF A WOODEN GATE, 16 METERS EAST OF THE CENTER LINE OF A
 LA2335'TURN IN THE ROAD AND 10.2 METERS NORTHEAST OF A CONCRETE CORNER POST.
 LA2335'
 LA2335'REFERENCE MARK NO. 2 IS 0.2 METER WEST OF A NORTH-SOUTH FENCE LINE
 LA2335'WHICH FORMS THE WESTERN BOUNDARY OF THE GRAVEL ROAD, 5.5 METERS WEST
 LA2335'OF THE CENTER LINE OF THE ROAD AND 1 METER WEST OF A TELEGRAPH POLE.
 LA2335'
 LA2335'THE AZIMUTH MARK IS 5 METERS NORTH OF THE CENTER LINE OF THE GRAVEL
 LA2335'ROAD, IN THE CORNER OF A CULTIVATED FIELD, 1 METER EAST OF A LARGE
 LA2335'CONCRETE CORNER POST AND 10 METERS EAST OF A CONCRETE CULVERT.
 LA2335'
 LA2335'TO REACH THE STATION FROM SPARTANBURG, GO WEST ON A GRAVEL SECTION
 LA2335'ROAD FOR 1/2 MILE, TURN SOUTH AND GO ABOUT 150 METERS TO THE STATION
 LA2335'ON THE EAST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0427 ***********************************************************************
 LA0427  DESIGNATION -  SPARTANBURG AZ MK
 LA0427  PID         -  LA0427
 LA0427  STATE/COUNTY-  IN/RANDOLPH
 LA0427  COUNTRY     -  US
 LA0427  USGS QUAD   -  SPARTANBURG (2019)
 LA0427
 LA0427                         *CURRENT SURVEY CONTROL
 LA0427  ______________________________________________________________________
 LA0427* NAD 83(1986) POSITION- 40 03 52.     (N) 084 51 52.     (W)   SCALED
 LA0427* NAVD 88 ORTHO HEIGHT -   365.132 (meters)     1197.94  (feet) ADJUSTED
 LA0427  ______________________________________________________________________
 LA0427  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 LA0427  DYNAMIC HEIGHT  -        364.930 (meters)     1197.27  (feet) COMP
 LA0427  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 LA0427
 LA0427  VERT ORDER      -  SECOND    CLASS 0
 LA0427
 LA0427.The horizontal coordinates were scaled from a map and have
 LA0427.an estimated accuracy of +/- 6 seconds.
 LA0427
 LA0427.The orthometric height was determined by differential leveling and
 LA0427.adjusted by the NATIONAL GEODETIC SURVEY
 LA0427.in June 1991.
 LA0427
 LA0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0427.GEOID18 height accuracy estimate available here.
 LA0427
 LA0427.Click photographs - Photos may exist for this station.
 LA0427
 LA0427.The dynamic height is computed by dividing the NAVD 88
 LA0427.geopotential number by the normal gravity value computed on the
 LA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0427.degrees latitude (g = 980.6199 gals.).
 LA0427
 LA0427.The modeled gravity was interpolated from observed gravity values.
 LA0427
 LA0427;                    North         East    Units  Estimated Accuracy
 LA0427;SPC IN E     -   534,980.      168,440.      MT  (+/- 180 meters Scaled)
 LA0427
 LA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK821370(NAD 83)
 LA0427
 LA0427                          SUPERSEDED SURVEY CONTROL
 LA0427
 LA0427  NGVD 29 (??/??/92)  365.271  (m)         1198.39   (f) ADJ UNCH    2 0
 LA0427
 LA0427.Superseded values are not recommended for survey control.
 LA0427
 LA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0427.See file dsdata.pdf to determine how the superseded data were derived.
 LA0427
 LA0427_MARKER: DR = REFERENCE MARK DISK
 LA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0427_STAMPING: SPARTANBURG AZIMUTH 1932
 LA0427_MARK LOGO: CGS
 LA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0427+STABILITY: SURFACE MOTION
 LA0427
 LA0427  HISTORY     - Date     Condition        Report By
 LA0427  HISTORY     - 1932     MONUMENTED       CGS
 LA0427  HISTORY     - 1947     GOOD             CGS
 LA0427
 LA0427                          STATION DESCRIPTION
 LA0427
 LA0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0427'0.8 MI W FROM SPARTANBURG.
 LA0427'ABOUT 0.85 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 LA0427'SPARTANBURG, ABOUT 0.25 MILE WEST OF THE SOUTH END OF A 250
 LA0427'YARD CORRECTION JOG IN THE EAST-WEST ROAD, 21 FEET NORTH OF THE
 LA0427'CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE EAST END OF THE
 LA0427'NORTH HEAD WALL OF A SMALL PIPE CULVERT, 3 FEET EAST OF A LARGE
 LA0427'CONCRETE CORNER POST, IN THE FENCE LINE, 1.5 FEET NORTH OF A
 LA0427'WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE ROAD AND
 LA0427'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0426 ***********************************************************************
 LA0426  DESIGNATION -  SPARTANBURG RM 1
 LA0426  PID         -  LA0426
 LA0426  STATE/COUNTY-  IN/RANDOLPH
 LA0426  COUNTRY     -  US
 LA0426  USGS QUAD   -  SPARTANBURG (2019)
 LA0426
 LA0426                         *CURRENT SURVEY CONTROL
 LA0426  ______________________________________________________________________
 LA0426* NAD 83(1986) POSITION- 40 03 51.97   (N) 084 51 39.74   (W)   HD_HELD1
 LA0426* NAVD 88 ORTHO HEIGHT -   365.738 (meters)     1199.93  (feet) ADJUSTED
 LA0426  ______________________________________________________________________
 LA0426  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 LA0426  DYNAMIC HEIGHT  -        365.535 (meters)     1199.26  (feet) COMP
 LA0426  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LA0426
 LA0426  VERT ORDER      -  SECOND    CLASS 0
 LA0426
 LA0426.The horizontal coordinates were determined by differentially corrected
 LA0426.hand held GPS observations or other comparable positioning techniques
 LA0426.and have an estimated accuracy of +/- 3 meters.
 LA0426
 LA0426.The orthometric height was determined by differential leveling and
 LA0426.adjusted by the NATIONAL GEODETIC SURVEY
 LA0426.in June 1991.
 LA0426
 LA0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0426.GEOID18 height accuracy estimate available here.
 LA0426
 LA0426.Click photographs - Photos may exist for this station.
 LA0426
 LA0426.The dynamic height is computed by dividing the NAVD 88
 LA0426.geopotential number by the normal gravity value computed on the
 LA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0426.degrees latitude (g = 980.6199 gals.).
 LA0426
 LA0426.The modeled gravity was interpolated from observed gravity values.
 LA0426
 LA0426;                    North         East    Units  Estimated Accuracy
 LA0426;SPC IN E     -   534,983.1     168,729.1     MT  (+/- 3 meters HH1 GPS) 
 LA0426
 LA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8241637101(NAD 83)
 LA0426
 LA0426                          SUPERSEDED SURVEY CONTROL
 LA0426
 LA0426  NGVD 29 (??/??/92)  365.877  (m)         1200.38   (f) ADJ UNCH    2 0
 LA0426
 LA0426.Superseded values are not recommended for survey control.
 LA0426
 LA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0426.See file dsdata.pdf to determine how the superseded data were derived.
 LA0426
 LA0426_MARKER: DR = REFERENCE MARK DISK
 LA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0426_STAMPING: SPARTANBURG NO 1 1932
 LA0426_MARK LOGO: CGS
 LA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0426+STABILITY: SURFACE MOTION
 LA0426
 LA0426  HISTORY     - Date     Condition        Report By
 LA0426  HISTORY     - 1932     MONUMENTED       CGS
 LA0426  HISTORY     - 1947     GOOD             CGS
 LA0426
 LA0426                          STATION DESCRIPTION
 LA0426
 LA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0426'0.6 MI W FROM SPARTANBURG.
 LA0426'ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0426'AT SPARTANBURG, AT THE SOUTH END OF A 250 YARD CORRECTION JOG IN
 LA0426'THE ROAD, (THE WEST TANGENT BEING FURTHER SOUTH), 27 FEET EAST
 LA0426'OF THE PROLONGED CENTER LINE OF THE NORTH-SOUTH STRETCH OF THE
 LA0426'ROAD, IN LINE WITH THE WEST TANGENT OF THE ROAD, 9 FEET EAST OF A
 LA0426'SMALL CONCRETE END FENCE POST, IN LINE WITH THE WIRE FENCE, 15
 LA0426'FEET WEST OF A 4-FOOT LINDEN TREE, 1 FOOT BELOW THE ROAD AND SET
 LA0426'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0425 ***********************************************************************
 LA0425  DESIGNATION -  SPARTANBURG RM 2
 LA0425  PID         -  LA0425
 LA0425  STATE/COUNTY-  IN/RANDOLPH
 LA0425  COUNTRY     -  US
 LA0425  USGS QUAD   -  SPARTANBURG (2019)
 LA0425
 LA0425                         *CURRENT SURVEY CONTROL
 LA0425  ______________________________________________________________________
 LA0425* NAD 83(1986) POSITION- 40 03 55.92   (N) 084 51 40.38   (W)   HD_HELD1
 LA0425* NAVD 88 ORTHO HEIGHT -   366.339 (meters)     1201.90  (feet) ADJUSTED
 LA0425  ______________________________________________________________________
 LA0425  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 LA0425  DYNAMIC HEIGHT  -        366.136 (meters)     1201.23  (feet) COMP
 LA0425  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 LA0425
 LA0425  VERT ORDER      -  SECOND    CLASS 0
 LA0425
 LA0425.The horizontal coordinates were determined by differentially corrected
 LA0425.hand held GPS observations or other comparable positioning techniques
 LA0425.and have an estimated accuracy of +/- 3 meters.
 LA0425
 LA0425.The orthometric height was determined by differential leveling and
 LA0425.adjusted by the NATIONAL GEODETIC SURVEY
 LA0425.in June 1991.
 LA0425
 LA0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0425.GEOID18 height accuracy estimate available here.
 LA0425
 LA0425.Click photographs - Photos may exist for this station.
 LA0425
 LA0425.The dynamic height is computed by dividing the NAVD 88
 LA0425.geopotential number by the normal gravity value computed on the
 LA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0425.degrees latitude (g = 980.6199 gals.).
 LA0425
 LA0425.The modeled gravity was interpolated from observed gravity values.
 LA0425
 LA0425;                    North         East    Units  Estimated Accuracy
 LA0425;SPC IN E     -   535,104.8     168,712.8     MT  (+/- 3 meters HH1 GPS) 
 LA0425
 LA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8239837222(NAD 83)
 LA0425
 LA0425                          SUPERSEDED SURVEY CONTROL
 LA0425
 LA0425  NGVD 29 (??/??/92)  366.478  (m)         1202.35   (f) ADJ UNCH    2 0
 LA0425
 LA0425.Superseded values are not recommended for survey control.
 LA0425
 LA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0425.See file dsdata.pdf to determine how the superseded data were derived.
 LA0425
 LA0425_MARKER: DR = REFERENCE MARK DISK
 LA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0425_STAMPING: SPARTANBURG NO 2 1932
 LA0425_MARK LOGO: CGS
 LA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0425+STABILITY: SURFACE MOTION
 LA0425
 LA0425  HISTORY     - Date     Condition        Report By
 LA0425  HISTORY     - 1932     MONUMENTED       CGS
 LA0425  HISTORY     - 1947     GOOD             CGS
 LA0425
 LA0425                          STATION DESCRIPTION
 LA0425
 LA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0425'0.6 MI W FROM SPARTANBURG.
 LA0425'ABOUT 0.55 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0425'AT SPARTANBURG, AT A 250 YARD CORRECTION JOG IN THE ROAD (THE
 LA0425'WEST TANGENT BEING FURTHER SOUTH), 22 FEET WEST OF THE CENTER LINE
 LA0425'OF THE BLACK TOP ROAD, 286 FEET SOUTH OF A CONCRETE FENCE CORNER
 LA0425'POST, 5 FEET WEST OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE
 LA0425'LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0425'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0425'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1793 ***********************************************************************
 JA1793  DESIGNATION -  SPEARS
 JA1793  PID         -  JA1793
 JA1793  STATE/COUNTY-  IN/CRAWFORD
 JA1793  COUNTRY     -  US
 JA1793  USGS QUAD   -  GREENBRIER (2019)
 JA1793
 JA1793                         *CURRENT SURVEY CONTROL
 JA1793  ______________________________________________________________________
 JA1793* NAD 83(1997) POSITION- 38 22 32.29305(N) 086 32 52.23725(W)   ADJUSTED
 JA1793* NAVD 88 ORTHO HEIGHT -   269.07  (+/-2cm)      882.8   (feet) VERTCON3
 JA1793  ______________________________________________________________________
 JA1793  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JA1793  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 JA1793  HORZ ORDER      -  FIRST
 JA1793  VERT ORDER      -  THIRD ? (See Below)
 JA1793
 JA1793.The horizontal coordinates were established by classical geodetic methods
 JA1793.and adjusted by the National Geodetic Survey in May 1999.
 JA1793
 JA1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1793
 JA1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1793.GEOID18 height accuracy estimate available here.
 JA1793
 JA1793.The vertical order pertains to the NGVD 29 superseded value.
 JA1793
 JA1793.Click photographs - Photos may exist for this station.
 JA1793
 JA1793.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1793
 JA1793. The following values were computed from the NAD 83(1997) position.
 JA1793
 JA1793;                    North         East     Units Scale Factor Converg.
 JA1793;SPC IN W     -   347,324.099   946,791.050   MT  0.99999362   +0 19 56.8
 JA1793;SPC IN W     - 1,139,512.48  3,106,263.64   sFT  0.99999362   +0 19 56.8
 JA1793;UTM  16      - 4,247,590.805   539,494.863   MT  0.99961921   +0 16 50.6
 JA1793
 JA1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1793!SPC IN W     -   0.99996298  x   0.99999362  =   0.99995660
 JA1793!UTM  16      -   0.99996298  x   0.99961921  =   0.99958221
 JA1793
 JA1793:                Primary Azimuth Mark                     Grid Az
 JA1793:SPC IN W     -  SPEARS AZ MK                             196 46 02.5
 JA1793:UTM  16      -  SPEARS AZ MK                             196 49 08.7
 JA1793
 JA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3949447590(NAD 83)
 JA1793
 JA1793|---------------------------------------------------------------------|
 JA1793| PID    Reference Object                     Distance      Geod. Az  |
 JA1793|                                                           dddmmss.s |
 JA1793| AI5674 SPEARS RM 1                          26.600 METERS 01541     |
 JA1793| AI5671 SPEARS RM 2                          27.429 METERS 11907     |
 JA1793| CG9150 SPEARS AZ MK                                       1970559.3 |
 JA1793| JA1792 JOHN SPEARS LOOKOUT TOWER            13.395 METERS 25644     |
 JA1793|---------------------------------------------------------------------|
 JA1793
 JA1793                          SUPERSEDED SURVEY CONTROL
 JA1793
 JA1793  NAD 83(1993)-  38 22 32.29678(N)    086 32 52.24009(W) AD(       ) 1
 JA1793  NAD 83(1986)-  38 22 32.29911(N)    086 32 52.24124(W) AD(       ) 1
 JA1793  NAD 27      -  38 22 32.08800(N)    086 32 52.29600(W) AD(       ) 1
 JA1793  NGVD 29             269.17   (m)          883.1    (f) LEVELING    3  
 JA1793
 JA1793.Superseded values are not recommended for survey control.
 JA1793
 JA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1793.See file dsdata.pdf to determine how the superseded data were derived.
 JA1793
 JA1793_MARKER: DS = TRIANGULATION STATION DISK
 JA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1793_STAMPING: SPEARS 1946
 JA1793_MARK LOGO: CGS
 JA1793_PROJECTION: FLUSH
 JA1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1793+STABILITY: SURFACE MOTION
 JA1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1793+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 JA1793
 JA1793  HISTORY     - Date     Condition        Report By
 JA1793  HISTORY     - 1946     MONUMENTED       CGS
 JA1793  HISTORY     - 1964     GOOD             CGS
 JA1793  HISTORY     - 1965     GOOD             CGS
 JA1793  HISTORY     - 19970101 GOOD             INDNR
 JA1793
 JA1793                          STATION DESCRIPTION
 JA1793
 JA1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1793'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE VILLAGE OF TASWELL
 JA1793'AND ON THE WEST SIDE OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 1 WEST.  IT
 JA1793'IS ON THE SUMMIT OF A PROMINENT BARE HILL AND IS ON STATE PROPERTY AT
 JA1793'THE SITE OF THE JOHN SPEARS LOOKOUT TOWER.  IT IS 58 FEET SOUTH OF A
 JA1793'FENCE, 45 FEET NORTH OF A FENCELINE, 32 FEET EAST OF THE NORTHEAST LEG
 JA1793'OF THE LOOKOUT TOWER AND 3.5 FEET NORTH OF A STONE WALL.  THE MARK IS
 JA1793'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SPEARS 1946.
 JA1793'
 JA1793'REFERENCE MARK NO 1 IS 87.27 FEET NORTHEAST OF THE STATION, 1.5 FEET
 JA1793'SOUTH OF A FENCELINE AND ON THE NORTHEAST SLOPE OF THE HILL.  THE MARK
 JA1793'PROJECTS 2 INCHES AND THE DISK IS STAMPED SPEARS NO 1 1946.
 JA1793'
 JA1793'REFERENCE MARK NO 2 IS 89.99 FEET SOUTHEAST OF THE STATION, 42 FEET
 JA1793'EAST OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A FENCELINE.  THE MARK
 JA1793'PROJECTS 2 INCHES AND THE DISK IS STAMPED SPEARS NO 2 1946.
 JA1793'
 JA1793'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 21 FEET
 JA1793'EAST OF A THE CENTERLINE OF A GRAVELED ROAD AND IT IS JUST INSIDE OF A
 JA1793'FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1793'SPEARS 1946.
 JA1793'
 JA1793'TO REACH THE STATION FROM THE TASWELL RAILROAD STATION OF THE VILLAGE
 JA1793'OF TASWELL, GO WEST ON STATE HIGHWAY 64 FOR 0.1 MILE TO A GAS SERVICE
 JA1793'STATION AND A SIDE ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO 2.0
 JA1793'MILES TO A T-ROAD INTERSECTION, THENCE TURN LEFT AND GO 0.05 MILE TO
 JA1793'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON FOR 0.25 MILE TO A SIDE
 JA1793'ROAD LEFT, THENCE GO LEFT FOR 0.45 MILE TO A GATE ON THE LEFT, PASS
 JA1793'THROUGH GATE AND TURN SHARP LEFT AND FOLLOW DIM TRACK ROAD TO THE
 JA1793'SUMMIT OF HILL AND STATION.
 JA1793'
 JA1793'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1793
 JA1793                          STATION RECOVERY (1964)
 JA1793
 JA1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1793'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JA1793'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 JA1793'NOT FOUND.  THE STATION IS ADEQUATELY DESCRIBED BUT THE TO REACH IS
 JA1793'OBSOLETE.  A NEW ONE IS GIVEN BELOW-
 JA1793'
 JA1793'TO REACH THE STATION FROM THE POST OFFICE IN ENGLISH, GO NORTH ON
 JA1793'STATE HIGHWAY 37 FOR 0.55 MILE TO A JUNCTION WITH STATE HIGHWAY 64.
 JA1793'TURN LEFT AND GO WEST ON HIGHWAY 64 FOR 5.6 MILES TO THE TASWELL POST
 JA1793'OFFICE ON THE RIGHT AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 JA1793'A NARROW MACADAM ROAD FOR 1.95 MILES TO A T-INTERSECTION.  TURN RIGHT,
 JA1793'EAST AND NORTHEAST, FOR 1.25 MILES TO A T-INTERSECTION.  TURN RIGHT
 JA1793'(EAST) ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 JA1793'AND GO NORTH FOR 0.1 MILE TO A GATE AND THE JOHN SPEARS LOOKOUT TOWER
 JA1793'ON THE LEFT.
 JA1793'
 JA1793'NOTE-ABOUT 250-YARD PACK.
 JA1793
 JA1793                          STATION RECOVERY (1965)
 JA1793
 JA1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1793'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA1793'THE AZIMUTH MARK WAS IN DANGER OF BEING LOST BY EROSION AND WAS
 JA1793'LOWERED ABOUT 2.5 FEET IN ITS EXACT, ORINGINAL POSITION, AND
 JA1793'REINFORCED WITH CEMENT.
 JA1793'
 JA1793'DUE TO CHANGES IN ROADS AND AT THE STATION SITE, A NEW AND COMPLETE
 JA1793'DESCRIPTION FOLLOWS.
 JA1793'
 JA1793'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE VILLAGE OF TASWELL,
 JA1793'AT THE SITE OF THE JOHN SPEARS LOOKOUT TOWER, ATOP A PROMINENT BARE
 JA1793'HILL, AND ON U S GOVERNMENT PROPERTY.
 JA1793'
 JA1793'TO REACH FROM THE POST OFFICE IN TASWELL, GO WEST ON STATE ROUTE 64
 JA1793'FOR 0.1 MILE TO AN OILED ROAD, RIGHT, AT SIGN, HIGHFILL CHAPEL GENERAL
 JA1793'BAPTIST CHURCH.  HERE, TURN RIGHT AND GO NORTH AND NORTHEASTERLY ON
 JA1793'THIS PAVED ROAD FOR 1.9 MILES TO AN OILED T CROSSROAD, TURN RIGHT, AND
 JA1793'GO EAST AND NORTHEAST FOR 0.85 MILE TO THE HIGHFILL BAPTIST CHURCH AND
 JA1793'CEMETERY, CONTINUE NORTHEASTERLY FOR 0.45 MILE TO AN OILED
 JA1793'T-CROSSROAD.  HERE, TURN RIGHT AND GO EASTERLY FOR 0.1 MILE TO THE
 JA1793'HOME OF MRS MELVIN DICUS ON THE RIGHT AND THE AZIMUTH MARK ON THE
 JA1793'LEFT.  CONTINUE EASTERLY FOR 0.2 MILE TO A GRAVELED ROAD LEFT, TURN
 JA1793'LEFT, NORTH, ON THIS GRAVELED ROAD FOR 0.1 MILE TO A GATE AND SIGN,
 JA1793'JOHN SPEARS LOOKOUT TOWER, ON THE LEFT AND END OF TRUCK TRAVEL.  FROM
 JA1793'THIS POINT, PACK WESTERLY, UPHILL, FOR ABOUT 0.1 MILE TO THE LOOKOUT
 JA1793'TOWER AND THE STATION AS DESCRIBED.
 JA1793'
 JA1793'IN DRY WEATHER THE STATION CAN BE DRIVEN TO WITH FOUR-WHEEL DRIVE
 JA1793'EQUIPMENT THROUGH GATE.
 JA1793'
 JA1793'THE STATION IS 59 FEET SOUTH OF A FENCE, 45 FEET NORTH OF A FENCE, 38
 JA1793'FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 32 FEET EAST
 JA1793'OF A POWERLINE POLE, 31 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT
 JA1793'TOWER, 4 FEET NORTH OF A FIELD STONE WALK, AND 0.7 FEET SOUTH OF A
 JA1793'METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A
 JA1793'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 JA1793'SPEARS 1946.
 JA1793'
 JA1793'REFERENCE MARK NO 1 IS 100 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 JA1793'FIRE TOWER, 30 FEET WEST-SOUTHWEST OF A POWERLINE TRANSFORMER POLE AND
 JA1793'1.5 FEET SOUTHWEST OF A FENCE.  A STAND DISK SET IN THE TOP OF A
 JA1793'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK
 JA1793'IS STAMPED SPEARS (1) NO 1 1946.
 JA1793'
 JA1793'REFERENCE MARK NO 2 IS 113 FEET EAST-SOUTHEAST LEG OF THE LOOKOUT
 JA1793'TOWER, 41 FEET EAST OF A TELEPHONE POLE, 24 FEET EAST OF A 30-INCH,
 JA1793'FORKED, OAK TREE, AND 1.5 FEET NORTH OF A FENCE.  A STANDARD DISK SET
 JA1793'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 JA1793'INCHES AND THE DISK IS STAMPED SPEARS (2) NO 2 1946.
 JA1793'
 JA1793'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 JA1793'REFERENCE MARK NO 2 IS 139.15 FEET.
 JA1793'
 JA1793'THE AZIMUTH MARK IS LOCATED ON A SLOPING BANK ABOUT 4 FEET ABOVE THE
 JA1793'LEVEL OF AN OILED ROAD AND ACROSS THE ROAD FROM MRS MELVIN DICUS HOME.
 JA1793'IT IS 36 FEET NORTH-NORTHWEST OF A 30-INCH MAPLE TREE, 18 FEET
 JA1793'NORTHWEST OF THE APPROXIMATE CENTER OF AN OILED ROAD, AND 0.6 FOOT
 JA1793'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN
 JA1793'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JA1793'AND THE DISK IS STAMPED SPEARS 1946.
 JA1793'
 JA1793'THIS WAS NOT AN OCCUPIED STATION.
 JA1793
 JA1793                          STATION RECOVERY (1997)
 JA1793
 JA1793'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LJC)
 JA1793'BARE HILL IS NOW BECOMING COVERED WITH YOUNG SUMMER TREES.  SUCCESSFUL
 JA1793'GPS OBSERVATION WERE PERFORMED AT THIS STATION HOWEVER IN THE FUTURE
 JA1793'SOME CLEARING MAY BE NECESSARY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2270 ***********************************************************************
 HZ2270  DESIGNATION -  SPEED LOUISVILLE CEMENT NW STK
 HZ2270  PID         -  HZ2270
 HZ2270  STATE/COUNTY-  IN/CLARK
 HZ2270  COUNTRY     -  US
 HZ2270  USGS QUAD   -  SPEED (2019)
 HZ2270
 HZ2270                         *CURRENT SURVEY CONTROL
 HZ2270  ______________________________________________________________________
 HZ2270* NAD 83(1997) POSITION- 38 24 49.22690(N) 085 45 02.82911(W)   ADJUSTED
 HZ2270  ______________________________________________________________________
 HZ2270  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 HZ2270  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 HZ2270  HORZ ORDER      -  THIRD
 HZ2270
 HZ2270.The horizontal coordinates were established by classical geodetic methods
 HZ2270.and adjusted by the National Geodetic Survey in May 1999.
 HZ2270
 HZ2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2270.GEOID18 height accuracy estimate available here.
 HZ2270
 HZ2270.Click photographs - Photos may exist for this station.
 HZ2270
 HZ2270.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2270
 HZ2270. The following values were computed from the NAD 83(1997) position.
 HZ2270
 HZ2270;                    North         East     Units Scale Factor Converg.
 HZ2270;SPC IN E     -   351,413.840    92,653.544   MT  0.99996733   -0 03 08.2
 HZ2270;SPC IN E     - 1,152,930.24    303,980.84   sFT  0.99996733   -0 03 08.2
 HZ2270;UTM  16      - 4,252,453.429   609,060.692   MT  0.99974648   +0 46 34.5
 HZ2270
 HZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0906052453(NAD 83)
 HZ2270
 HZ2270                          SUPERSEDED SURVEY CONTROL
 HZ2270
 HZ2270  NAD 83(1993)-  38 24 49.22749(N)    085 45 02.82912(W) AD(       ) 3
 HZ2270  NAD 83(1986)-  38 24 49.23054(N)    085 45 02.83552(W) AD(       ) 3
 HZ2270  NAD 27      -  38 24 49.00000(N)    085 45 02.96300(W) AD(       ) 3
 HZ2270
 HZ2270.Superseded values are not recommended for survey control.
 HZ2270
 HZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2270.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2270
 HZ2270_MARKER: 63 = STACK
 HZ2270
 HZ2270  HISTORY     - Date     Condition        Report By
 HZ2270  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2270
 HZ2270                          STATION DESCRIPTION
 HZ2270
 HZ2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2270'THIS IS AN INTERSECTION STATION.
 HZ2270'
 HZ2270'THE STATION IS LOCATED IN THE SMALL VILLAGE OF SPEED, ABOUT 100 YARD
 HZ2270'EAST OF THE SPEED POST OFFICE. THE STACK IS THE NORTHWESTERLY OF
 HZ2270'TWO STACKS AND THEY ARE ABOUT 250 FT. APART. THE STACK IS MADE OF
 HZ2270'CONCRETE AND IS 316 FEET HIGH.  THE POINT INTERSECTED WAS THE
 HZ2270'EXTREME TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2271 ***********************************************************************
 HZ2271  DESIGNATION -  SPEED LOUISVILLE CEMENT SE STK
 HZ2271  PID         -  HZ2271
 HZ2271  STATE/COUNTY-  IN/CLARK
 HZ2271  COUNTRY     -  US
 HZ2271  USGS QUAD   -  SPEED (2019)
 HZ2271
 HZ2271                         *CURRENT SURVEY CONTROL
 HZ2271  ______________________________________________________________________
 HZ2271* NAD 83(1997) POSITION- 38 24 47.42550(N) 085 45 00.66799(W)   ADJUSTED
 HZ2271  ______________________________________________________________________
 HZ2271  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 HZ2271  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 HZ2271  HORZ ORDER      -  THIRD
 HZ2271
 HZ2271.The horizontal coordinates were established by classical geodetic methods
 HZ2271.and adjusted by the National Geodetic Survey in May 1999.
 HZ2271
 HZ2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2271.GEOID18 height accuracy estimate available here.
 HZ2271
 HZ2271.Click photographs - Photos may exist for this station.
 HZ2271
 HZ2271.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2271
 HZ2271. The following values were computed from the NAD 83(1997) position.
 HZ2271
 HZ2271;                    North         East     Units Scale Factor Converg.
 HZ2271;SPC IN E     -   351,358.249    92,705.921   MT  0.99996732   -0 03 06.8
 HZ2271;SPC IN E     - 1,152,747.86    304,152.68   sFT  0.99996732   -0 03 06.8
 HZ2271;UTM  16      - 4,252,398.613   609,113.856   MT  0.99974662   +0 46 35.8
 HZ2271
 HZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0911352398(NAD 83)
 HZ2271
 HZ2271                          SUPERSEDED SURVEY CONTROL
 HZ2271
 HZ2271  NAD 83(1993)-  38 24 47.42615(N)    085 45 00.66783(W) AD(       ) 3
 HZ2271  NAD 83(1986)-  38 24 47.42918(N)    085 45 00.67431(W) AD(       ) 3
 HZ2271  NAD 27      -  38 24 47.19700(N)    085 45 00.81200(W) AD(       ) 3
 HZ2271
 HZ2271.Superseded values are not recommended for survey control.
 HZ2271
 HZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2271.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2271
 HZ2271_MARKER: 63 = STACK
 HZ2271
 HZ2271  HISTORY     - Date     Condition        Report By
 HZ2271  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2271
 HZ2271                          STATION DESCRIPTION
 HZ2271
 HZ2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2271'THIS IS AN INTERSECTION STATION.
 HZ2271'
 HZ2271'THE STATION IS LOCATED IN THE SMALL VILLAGE OF SPEED, ABOUT 100 YARDS
 HZ2271'EAST OF THE SPEED POST OFFICE. THE STACK IS THE SOUTHEASTERLY
 HZ2271'OF TWO STACKS AND THEY ARE ABOUT 250 FEET APART. THE STACK IS MADE OF
 HZ2271'CONCRETE AND IS 316 FEET HIGH. THE POINT INTERSECTED WAS THE
 HZ2271'EXTREME TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1997 ***********************************************************************
 ME1997  DESIGNATION -  SPENCER
 ME1997  PID         -  ME1997
 ME1997  STATE/COUNTY-  IN/MARSHALL
 ME1997  COUNTRY     -  US
 ME1997  USGS QUAD   -  PLYMOUTH (2019)
 ME1997
 ME1997                         *CURRENT SURVEY CONTROL
 ME1997  ______________________________________________________________________
 ME1997* NAD 83(1997) POSITION- 41 17 59.22046(N) 086 21 32.74606(W)   ADJUSTED
 ME1997* NAVD 88 ORTHO HEIGHT -   246.192 (meters)      807.71  (feet) ADJUSTED
 ME1997  ______________________________________________________________________
 ME1997  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 ME1997  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 ME1997  DYNAMIC HEIGHT  -        246.089 (meters)      807.38  (feet) COMP
 ME1997  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 ME1997
 ME1997  HORZ ORDER      -  SECOND
 ME1997  VERT ORDER      -  SECOND    CLASS 0
 ME1997
 ME1997.The horizontal coordinates were established by classical geodetic methods
 ME1997.and adjusted by the National Geodetic Survey in May 1999.
 ME1997
 ME1997.The orthometric height was determined by differential leveling and
 ME1997.adjusted by the NATIONAL GEODETIC SURVEY
 ME1997.in June 1991.
 ME1997
 ME1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1997.GEOID18 height accuracy estimate available here.
 ME1997
 ME1997.Click photographs - Photos may exist for this station.
 ME1997
 ME1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1997
 ME1997.The dynamic height is computed by dividing the NAVD 88
 ME1997.geopotential number by the normal gravity value computed on the
 ME1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1997.degrees latitude (g = 980.6199 gals.).
 ME1997
 ME1997.The modeled gravity was interpolated from observed gravity values.
 ME1997
 ME1997. The following values were computed from the NAD 83(1997) position.
 ME1997
 ME1997;                    North         East     Units Scale Factor Converg.
 ME1997;SPC IN E     -   672,081.361    42,008.827   MT  1.00000804   -0 27 25.3
 ME1997;SPC IN E     - 2,204,986.93    137,823.96   sFT  1.00000804   -0 27 25.3
 ME1997;SPC IN W     -   672,103.098   960,655.099   MT  1.00001193   +0 28 40.8
 ME1997;SPC IN W     - 2,205,058.25  3,151,749.27   sFT  1.00001193   +0 28 40.8
 ME1997;UTM  16      - 4,572,234.806   553,656.183   MT  0.99963543   +0 25 22.8
 ME1997
 ME1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1997!SPC IN E     -   0.99996669  x   1.00000804  =   0.99997472
 ME1997!SPC IN W     -   0.99996669  x   1.00001193  =   0.99997861
 ME1997!UTM  16      -   0.99996669  x   0.99963543  =   0.99960213
 ME1997
 ME1997:                Primary Azimuth Mark                     Grid Az
 ME1997:SPC IN E     -  HIBBARD                                  202 50 01.0
 ME1997:SPC IN W     -  HIBBARD                                  201 53 54.9
 ME1997:UTM  16      -  HIBBARD                                  201 57 12.9
 ME1997
 ME1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5365672234(NAD 83)
 ME1997
 ME1997|---------------------------------------------------------------------|
 ME1997| PID    Reference Object                     Distance      Geod. Az  |
 ME1997|                                                           dddmmss.s |
 ME1997| ME2334 TWIN                                APPROX. 0.6 KM 0132621.6 |
 ME1997| ME2072 SPENCER RM                            8.045 METERS 10740     |
 ME1997| ME2342 HIBBARD                             APPROX. 5.2 KM 2022235.7 |
 ME1997|---------------------------------------------------------------------|
 ME1997
 ME1997                          SUPERSEDED SURVEY CONTROL
 ME1997
 ME1997  NAD 83(1986)-  41 17 59.22921(N)    086 21 32.75238(W) AD(       ) 2
 ME1997  NAD 27      -  41 17 59.07700(N)    086 21 32.73100(W) AD(       ) 2
 ME1997  USSD        -  41 17 59.09800(N)    086 21 32.55200(W) AD(       ) 3
 ME1997  NGVD 29 (??/??/92)  246.31   (m)          808.1    (f) COMPUTED    2 0
 ME1997  NGVD 29             246.31   (m)          808.1    (f) LEVELING    3  
 ME1997
 ME1997.Superseded values are not recommended for survey control.
 ME1997
 ME1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1997.See file dsdata.pdf to determine how the superseded data were derived.
 ME1997
 ME1997_MARKER: DS = TRIANGULATION STATION DISK
 ME1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1997_STAMPING: SPENCER 1920
 ME1997_MARK LOGO: CGS
 ME1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1997+STABILITY: SURFACE MOTION
 ME1997
 ME1997  HISTORY     - Date     Condition        Report By
 ME1997  HISTORY     - 1920     MONUMENTED       CGS
 ME1997  HISTORY     - 1938     GOOD             CGS
 ME1997  HISTORY     - 1938     GOOD             CGS
 ME1997  HISTORY     - 1944     GOOD             CGS
 ME1997  HISTORY     - 1946     GOOD             CGS
 ME1997  HISTORY     - 1946     GOOD             USGS
 ME1997  HISTORY     - 1952     GOOD             CGS
 ME1997
 ME1997                          STATION DESCRIPTION
 ME1997
 ME1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME1997'FIVE MILES S OF
 ME1997'PLYMOUTH, ON THE E
 ME1997'SIDE OF THE TRACK, 4 MILES N OF HIBBARD, ON
 ME1997'THE EXTENSION OF THE TANGENT OF THE
 ME1997'FIRST CURVE N OF HIBBARD,
 ME1997'THREE-EIGHTHS MILE N OF THE MILESPOST T.H. 155, E OF
 ME1997'TWIN LAKES,
 ME1997'90 YARDS SW OF GEORGE NICKELS RESIDENCE, 40 YARDS N OF THE ROAD
 ME1997'CROSSING, 6.315
 ME1997'METERS (20.71 FEET) E OF THE E AND NEAREST RAIL.
 ME1997'THE STATION, UNDERGROUND AND
 ME1997'REFERENCE MARKS ARE BRONZE TABLETS
 ME1997'SET IN CONCRETE.
 ME1997'THE REFERENCE
 ME1997'MARK IS ON THE SAME SIDE OF THE TRACK, 8.045 METERS (26.40
 ME1997'FEET) FROM
 ME1997'THE STATION S 72 DEG 20 MIN E.
 ME1997
 ME1997                          STATION RECOVERY (1938)
 ME1997
 ME1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME1997'ABOUT 3.7 MILES SOUTHWEST ALONG
 ME1997'THE PENNSYLVANIA
 ME1997'RAILROAD FROM THE STATION AT PLYMOUTH, ABOUT 0.4
 ME1997'MILE NORTH OF MILEPOST TH 155,
 ME1997'ABOUT 0.4 MILE NORTHEAST OF THE
 ME1997'STATION AT TWIN LAKE, ON THE PROLONGATION OF THE
 ME1997'SOUTH TANGENT OF
 ME1997'THE FIRST CURVE NORTH OF THE STATION AT HIBBARD, ABOUT 90 YARDS
 ME1997'SOUTHWEST OF THE
 ME1997'GEORGE NICKELS HOME, ABOUT 40 YARDS NORTH OF THE
 ME1997'CENTER OF A ROAD CROSSING, AND
 ME1997'ABOUT 7 YARDS EAST OF THE EAST RAIL.
 ME1997'A STANDARD TRIANGULATION STATION DISK, STAMPED
 ME1997'SPENCER 1920 AND
 ME1997'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 ME1997'GROUND.
 ME1997
 ME1997                          STATION RECOVERY (1938)
 ME1997
 ME1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA)
 ME1997'ABOUT 3.7 MILES SOUTHWEST
 ME1997'ALONG THE
 ME1997'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH,
 ME1997'ABOUT 0.4 MILE NORTH OF
 ME1997'MILEPOST TH 155, ABOUT 0.4 MILE NORTHEAST
 ME1997'OF THE STATION AT TWIN LAKE, AT THE FIRST
 ME1997'CURVE NORTH OF THE STATION
 ME1997'AT HIBBARD, ABOUT 80 YARDS SOUTHWEST OF THE GEORGE NICKELS
 ME1997'HOME, ABOUT
 ME1997'50 YARDS NORTH OF THE CENTER OF A ROAD CROSSING, ABOUT 9 YARDS
 ME1997'NORTHEAST OF
 ME1997'TRIANGULATION STATION SPENCER, AND ABOUT 12 YARDS
 ME1997'EAST OF THE EAST RAIL.  A
 ME1997'STANDARD REFERENCE MARK DISK, STAMPED
 ME1997'SPENCER 1920 AND SET IN THE TOP OF A
 ME1997'CONCRETE POST ABOUT FLUSH
 ME1997'WITH THE GROUND.
 ME1997
 ME1997                          STATION RECOVERY (1944)
 ME1997
 ME1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 ME1997'FOLLOWING REPORT
 ME1997'FROM E. E. KINZEL,
 ME1997'DIVISION ENGINEER, PENNSYLVANIA RAILROAD, LOGANSPORT, IND-
 ME1997'
 ME1997'MARK IS OUT OF GROUND ON OUR RIGHT-OF-WAY SOUTH OF MP 155.
 ME1997'UNDERSTAND THAT
 ME1997'WPA FORCE REMOVED MARKER WHEN REMOVING BANK TO
 ME1997'IMPROVE VIEW AT RAILROAD GRADE
 ME1997'CROSSING SOUTH OF MP 155.
 ME1997
 ME1997                          STATION RECOVERY (1946)
 ME1997
 ME1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 ME1997'THE STATION AND REFERENCE
 ME1997'MARKS WERE ALL
 ME1997'FOUND PULLED OUT AND LYING IN THE VICINITY OF THE
 ME1997'STATION SITE.  THIS STATION IS
 ME1997'LOST.
 ME1997
 ME1997                          STATION RECOVERY (1946)
 ME1997
 ME1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 ME1997'LETTER OF MR. DON M. CORBETT, DISTRICT ENGINEER,
 ME1997'U.S. GEOLOGICAL
 ME1997'SURVEY, INDIANAPOLIS, IND., DATED 8/8/46-
 ME1997'
 ME1997'STATION AND REFERENCE MARKS STAMPED SPENCER 1920 WERE FOUND
 ME1997'DESTROYED ON THE
 ME1997'LINE PLYMOUTH TO KOKOMO.  A SECTION FOREMAN ON THE
 ME1997'PENNSYLVANIA RAILROAD STATED THAT
 ME1997'THE MONUMENTS WERE DUG UP BY
 ME1997'W.P.A. WORKERS SEVERAL YEARS AGO IN THE COURSE OF
 ME1997'GRADING WORK AT
 ME1997'THE CROSSING.
 ME1997
 ME1997                          STATION RECOVERY (1952)
 ME1997
 ME1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME1997'SURFACE STATION AND
 ME1997'REFERENCE MARKS
 ME1997'WERE FOUND LYING IN A DITCH ALONG THE ROAD.  THE
 ME1997'SUBSURFACE MARK WAS SEARCHED FOR
 ME1997'BUT COULD NOT BE FOUND.  STATION
 ME1997'SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1825 ***********************************************************************
 MD1825  DESIGNATION -  SPENCER
 MD1825  PID         -  MD1825
 MD1825  STATE/COUNTY-  IN/DE KALB
 MD1825  COUNTRY     -  US
 MD1825  USGS QUAD   -  SAINT JOE (2019)
 MD1825
 MD1825                         *CURRENT SURVEY CONTROL
 MD1825  ______________________________________________________________________
 MD1825* NAD 83(1997) POSITION- 41 17 52.49191(N) 084 54 24.92119(W)   ADJUSTED
 MD1825* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 MD1825  ______________________________________________________________________
 MD1825  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 MD1825  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 MD1825  HORZ ORDER      -  SECOND
 MD1825
 MD1825.The horizontal coordinates were established by classical geodetic methods
 MD1825.and adjusted by the National Geodetic Survey in May 1999.
 MD1825
 MD1825.The orthometric height was scaled from a topographic map.
 MD1825
 MD1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1825.GEOID18 height accuracy estimate available here.
 MD1825
 MD1825.Click photographs - Photos may exist for this station.
 MD1825
 MD1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1825
 MD1825. The following values were computed from the NAD 83(1997) position.
 MD1825
 MD1825;                    North         East     Units Scale Factor Converg.
 MD1825;SPC IN E     -   671,920.946   163,630.653   MT  1.00001648   +0 30 05.1
 MD1825;SPC IN E     - 2,204,460.64    536,844.90   sFT  1.00001648   +0 30 05.1
 MD1825;UTM  16      - 4,573,942.245   675,241.124   MT  0.99997795   +1 22 54.2
 MD1825
 MD1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1825!SPC IN E     -   0.99996604  x   1.00001648  =   0.99998252
 MD1825!UTM  16      -   0.99996604  x   0.99997795  =   0.99994399
 MD1825
 MD1825:                Primary Azimuth Mark                     Grid Az
 MD1825:SPC IN E     -  SPENCER AZ MK                            204 37 38.4
 MD1825:UTM  16      -  SPENCER AZ MK                            203 44 49.3
 MD1825
 MD1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7524173942(NAD 83)
 MD1825
 MD1825|---------------------------------------------------------------------|
 MD1825| PID    Reference Object                     Distance      Geod. Az  |
 MD1825|                                                           dddmmss.s |
 MD1825| CE7367 SPENCER RM 1                         29.739 METERS 02838     |
 MD1825| MD0361 D 199                                78.524 METERS 10241     |
 MD1825| CE7368 SPENCER RM 2                         32.080 METERS 11854     |
 MD1825| CE7366 SPENCER AZ MK                                      2050743.5 |
 MD1825|---------------------------------------------------------------------|
 MD1825
 MD1825                          SUPERSEDED SURVEY CONTROL
 MD1825
 MD1825  NAD 83(1995)-  41 17 52.49188(N)    084 54 24.92208(W) AD(       ) 2
 MD1825  NAD 83(1994)-  41 17 52.49314(N)    084 54 24.93659(W) AD(       ) 2
 MD1825  NAD 83(1986)-  41 17 52.49315(N)    084 54 24.93661(W) AD(       ) 2
 MD1825  NAD 27      -  41 17 52.31100(N)    084 54 25.06690(W) AD(       ) 2
 MD1825
 MD1825.Superseded values are not recommended for survey control.
 MD1825
 MD1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1825.See file dsdata.pdf to determine how the superseded data were derived.
 MD1825
 MD1825_MARKER: DS = TRIANGULATION STATION DISK
 MD1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1825_STAMPING: SPENCER 1947
 MD1825_MARK LOGO: CGS
 MD1825_PROJECTION: FLUSH
 MD1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1825+STABILITY: SURFACE MOTION
 MD1825
 MD1825  HISTORY     - Date     Condition        Report By
 MD1825  HISTORY     - 1947     MONUMENTED       CGS
 MD1825  HISTORY     - 1960     GOOD             CGS
 MD1825
 MD1825                          STATION DESCRIPTION
 MD1825
 MD1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1825'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF ST. JOE AND 1.5 MILES
 MD1825'NORTHEAST OF SPENCERVILLE AND ON THE WEST SIDE OF STATE HIGHWAY 1.  IT
 MD1825'IS 272 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY 1 AND A GRAVEL
 MD1825'CROSSROAD, 86 FEET SOUTH OF THE SOUTH WEST CORNER OF THE BARN, 34 FEET
 MD1825'NORTH OF THE CENTER OF THE GRAVEL ROAD, 4.5 FEET NORTH OF A WHITE
 MD1825'WITNESS POST AND 1 FOOT EAST OF A RAIL FENCELINE.  THE MARK IS FLUSH
 MD1825'WITH THE GROUND AND THE DISK IS STAMPED SPENCER 1947.
 MD1825'
 MD1825'REFERENCE MARK NO. 1 IS 97.57 FEET NORTHEAST OF THE STATION NEAR THE
 MD1825'BARN.  IT IS 33 FEET EAST OF THE SOUTHWEST CORNER OF THE BARN AND 0.5
 MD1825'FEET SOUTH OF THE FRONT OF THE BARN.  THE MARK IS FLUSH WITH THE
 MD1825'GROUND AND THE DISK IS STAMPED SPENCER NO 1 1947.
 MD1825'
 MD1825'REFERENCE MARK NO. 2 IS 105.25 FEET SOUTHEAST OF THE STATION ON THE
 MD1825'SOUTHSIDE OF THE GRAVEL ROAD.  IT IS 20 FEET SOUTH OF THE CENTER OF
 MD1825'THE ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MD1825'SPENCER NO 2 1947.
 MD1825'
 MD1825'AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION ON THE EAST SIDE OF
 MD1825'HIGHWAY 1.  IT IS 25 FEET EAST OF THE CENTER OF THE ROAD, 3.5 FEET
 MD1825'NORTH OF A WHITE WITNESS POST, 1.5 FEET NORTH OF TELEPHONE POLE NO.
 MD1825'20 AND ONE FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 3
 MD1825'INCHES AND THE DISK IS STAMPED SPENCER 1947
 MD1825'
 MD1825'D 199 (USC AND GS ( BM IS 257.62 FEET EAST OF THE STATION IN A ROAD
 MD1825'CULVERT IN THE SOUTHWEST ANGLE OF STATE HIGHWAY NO. 1 AND THE GRAVEL
 MD1825'CROSSROAD, IT IS 35 FEET SOUTHWEST OF THE INTERSECTION OF THE TWO
 MD1825'ROADS AND 16 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE DISK IS A
 MD1825'STANDARD USC AND GS BM DISK SET IN A DRILL HOLE ON TOP OF THE CONCRETE
 MD1825'CULVERT AND STAMPED D 199 1946.
 MD1825'
 MD1825'TO REACH THE STATION FROM THE RAILROAD TRACKS AND STATE HIGHWAY NO 1
 MD1825'IN ST. JOE GO SOUTH ON HIGHWAY 1 FOR 1.65 MILES TO A CROSSROAD AND D
 MD1825'199 (USC AND GS) BM MARK IN THE SOUTHWEST ANGLE, TURN RIGHT AND GO
 MD1825'WEST 0.05 MILE TO A LARGE BARN ON THE RIGHT AND STATION AS DESCRIBED.
 MD1825'
 MD1825'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON HIGHWAY 1
 MD1825'FOR 0.5 MILE TO A FARMHOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 MD1825'LEFT AS DESCRIBED.
 MD1825
 MD1825                          STATION RECOVERY (1960)
 MD1825
 MD1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1825'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1825'AS HERINAFTER CORRECTED OR MADE PRESENTLY CONFORMABLE BY PERTINENT
 MD1825'ADDENDA.
 MD1825'
 MD1825'STATION MARK WITNESS POST AND RAIL FENCE ARE GONE.  THE MARK IS 18.7
 MD1825'FEET W OF PROJECTED PLANE OF W WALL OF BARN, IN THE LINE OF 4
 MD1825'EIGHT-INCH SPRUCE TREES, 8 FEET N OF CENTER LINE OF THE MOST SOUTHERLY
 MD1825'OF THE TREES, AND 10 FEET S OF ANOTHER.
 MD1825'
 MD1825'REFERENCE MARK NO. 1 IS 97.55 FEET OR 29.734 METERS NNE OF THE
 MD1825'STATION, 14 FEET W OF SE CORNER OF THE BARN, AND 0.7 FOOT S OF THE
 MD1825'CONCRETE FOUNDATION WALL OF SAME.
 MD1825'
 MD1825'REFERENCE MARK NO. 2 IS 182 FEET W OF PROJECTED CENTER LINE OF THE
 MD1825'TANGENT FROM THE N OF NO. 1 INDIANA HWY., 177 FEET W OF CNTER LINE ON
 MD1825'THE CURVE, AND 1.9 FEET W OF STEEL WITNESS POST.
 MD1825'
 MD1825'AZIMUTH MARK IS ON CREST OF RIDGE, 2.5 FEET HIGHER THAN CENTER LINE OF
 MD1825'HWY., 2.0 FEET N OF CENTER OF NO. 38 TELEPHONE POLE, AND 2.0 FEET SW
 MD1825'OF STEEL WITNESS POST.
 MD1825'
 MD1825'DISTANCE TO BENCH MARK D 199 WAS CHECKED WITHIN 0.06 FOOT OF THE
 MD1825'ORIGINAL MEASUREMENT OF 257.62 FEET.  PRESENT CONDITIONS ARE SUCH AS
 MD1825'TO INDICATE ACCEPTANCE OF THE ORIGINAL MEASUREMENT.  THE B.M. IS IN
 MD1825'THE TOP OF THE CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1903 ***********************************************************************
 JA1903  DESIGNATION -  SPICE
 JA1903  PID         -  JA1903
 JA1903  STATE/COUNTY-  IN/LAWRENCE
 JA1903  COUNTRY     -  US
 JA1903  USGS QUAD   -  GEORGIA (2019)
 JA1903
 JA1903                         *CURRENT SURVEY CONTROL
 JA1903  ______________________________________________________________________
 JA1903* NAD 83(1997) POSITION- 38 44 01.03665(N) 086 37 20.61871(W)   ADJUSTED
 JA1903* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 JA1903  ______________________________________________________________________
 JA1903  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 JA1903  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 JA1903  HORZ ORDER      -  SECOND
 JA1903
 JA1903.The horizontal coordinates were established by classical geodetic methods
 JA1903.and adjusted by the National Geodetic Survey in May 1999.
 JA1903
 JA1903.The orthometric height was scaled from a topographic map.
 JA1903
 JA1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1903.GEOID18 height accuracy estimate available here.
 JA1903
 JA1903.Click photographs - Photos may exist for this station.
 JA1903
 JA1903.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1903
 JA1903. The following values were computed from the NAD 83(1997) position.
 JA1903
 JA1903;                    North         East     Units Scale Factor Converg.
 JA1903;SPC IN W     -   387,026.664   940,077.553   MT  0.99998644   +0 17 18.3
 JA1903;SPC IN W     - 1,269,769.98  3,084,237.77   sFT  0.99998644   +0 17 18.3
 JA1903;UTM  16      - 4,287,284.597   532,819.857   MT  0.99961326   +0 14 10.6
 JA1903
 JA1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1903!SPC IN W     -   0.99996472  x   0.99998644  =   0.99995116
 JA1903!UTM  16      -   0.99996472  x   0.99961326  =   0.99957799
 JA1903
 JA1903:                Primary Azimuth Mark                     Grid Az
 JA1903:SPC IN W     -  SPICE AZ MK                              225 56 00.5
 JA1903:UTM  16      -  SPICE AZ MK                              225 59 08.2
 JA1903
 JA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3281987284(NAD 83)
 JA1903
 JA1903|---------------------------------------------------------------------|
 JA1903| PID    Reference Object                     Distance      Geod. Az  |
 JA1903|                                                           dddmmss.s |
 JA1903| CG9160 SPICE RM 1                           22.799 METERS 22251     |
 JA1903| CG9159 SPICE AZ MK                                        2261318.8 |
 JA1903| CG9161 SPICE RM 2                           24.936 METERS 31738     |
 JA1903|---------------------------------------------------------------------|
 JA1903
 JA1903                          SUPERSEDED SURVEY CONTROL
 JA1903
 JA1903  NAD 83(1986)-  38 44 01.04261(N)    086 37 20.62060(W) AD(       ) 2
 JA1903  NAD 27      -  38 44 00.85700(N)    086 37 20.63700(W) AD(       ) 2
 JA1903
 JA1903.Superseded values are not recommended for survey control.
 JA1903
 JA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1903.See file dsdata.pdf to determine how the superseded data were derived.
 JA1903
 JA1903_MARKER: DS = TRIANGULATION STATION DISK
 JA1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1903_STAMPING: SPICE 1946
 JA1903_MARK LOGO: CGS
 JA1903_PROJECTION: FLUSH
 JA1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1903+STABILITY: SURFACE MOTION
 JA1903
 JA1903  HISTORY     - Date     Condition        Report By
 JA1903  HISTORY     - 1946     MONUMENTED       CGS
 JA1903
 JA1903                          STATION DESCRIPTION
 JA1903
 JA1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1903'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SHOALS AND 7 MILES
 JA1903'WEST OF MITCHELL.  IT IS 57 FEET NORTH OF THE CENTERLINE OF U S
 JA1903'HIGHWAY 50, 31 FEET WEST OF A 24-INCH WALNUT TREE AND 23 FEET WEST OF
 JA1903'A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1903'STAMPED SPICE 1946.
 JA1903'
 JA1903'REFERENCE MARK NO 1 IS 74.80 FEET SOUTHWEST OF THE STATION, 66 FEET
 JA1903'NORTH OF THE CENTERLINE OF U S HIGHWAY 50 AND 30 FEET NORTH OF A
 JA1903'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SPICE NO 2
 JA1903'1946.
 JA1903'
 JA1903'REFERENCE MARK NO 2 IS 81.81 FEET NORTH OF THE STATION, 10 FEET WEST
 JA1903'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT WEST OF A
 JA1903'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SPICE
 JA1903'NO 2 1946.
 JA1903'
 JA1903'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 44 FEET SOUTH OF
 JA1903'THE CENTERLINE OF US HIGHWAY 50, 39 FEET EAST OF C.W. MERRYS MAILBOX
 JA1903'AND 1.5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 JA1903'THE DISK IS STAMPED SPICE 1946.
 JA1903'
 JA1903'TO REACH FROM SHOALS, GO NORTHEASTERLY ON U S HIGHWAY 50 FOR 10.7
 JA1903'MILES TO THE JUNCTION WITH STATE HIGHWAY 60 AND BEAR LEFT, THENCE
 JA1903'CONTINUE ON HIGHWAY 50 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 JA1903'AND THENCE CONTINUE 0.45 MILE TO THE STATION ON THE LEFT.
 JA1903'
 JA1903'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3316 ***********************************************************************
 JZ3316  DESIGNATION -  SPICELAND MUNICIPAL TANK
 JZ3316  PID         -  JZ3316
 JZ3316  STATE/COUNTY-  IN/HENRY
 JZ3316  COUNTRY     -  US
 JZ3316  USGS QUAD   -  DUNREITH (2019)
 JZ3316
 JZ3316                         *CURRENT SURVEY CONTROL
 JZ3316  ______________________________________________________________________
 JZ3316* NAD 83(1997) POSITION- 39 50 20.12489(N) 085 26 15.88741(W)   ADJUSTED
 JZ3316  ______________________________________________________________________
 JZ3316  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 JZ3316  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 JZ3316  HORZ ORDER      -  THIRD
 JZ3316
 JZ3316.The horizontal coordinates were established by classical geodetic methods
 JZ3316.and adjusted by the National Geodetic Survey in May 1999.
 JZ3316
 JZ3316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3316.GEOID18 height accuracy estimate available here.
 JZ3316
 JZ3316.Click photographs - Photos may exist for this station.
 JZ3316
 JZ3316.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3316
 JZ3316. The following values were computed from the NAD 83(1997) position.
 JZ3316
 JZ3316;                    North         East     Units Scale Factor Converg.
 JZ3316;SPC IN E     -   509,658.497   119,593.587   MT  0.99997139   +0 08 48.0
 JZ3316;SPC IN E     - 1,672,104.59    392,366.63   sFT  0.99997139   +0 08 48.0
 JZ3316;UTM  16      - 4,411,047.171   633,669.302   MT  0.99981997   +1 00 03.5
 JZ3316
 JZ3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3366911047(NAD 83)
 JZ3316
 JZ3316                          SUPERSEDED SURVEY CONTROL
 JZ3316
 JZ3316  NAD 83(1995)-  39 50 20.12607(N)    085 26 15.89734(W) AD(       ) 3
 JZ3316  NAD 83(1986)-  39 50 20.12635(N)    085 26 15.90272(W) AD(       ) 3
 JZ3316  NAD 27      -  39 50 19.96600(N)    085 26 16.00300(W) AD(       ) 3
 JZ3316
 JZ3316.Superseded values are not recommended for survey control.
 JZ3316
 JZ3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3316.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3316
 JZ3316_MARKER: 53 = ELEVATED TANK
 JZ3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3316+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2003
 JZ3316
 JZ3316  HISTORY     - Date     Condition        Report By
 JZ3316  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3316  HISTORY     - 1970     GOOD             NGS
 JZ3316  HISTORY     - 20030511 GOOD             GEOCAC
 JZ3316
 JZ3316                          STATION DESCRIPTION
 JZ3316
 JZ3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3316'A TANK LOCATED IN THE CENTRAL PART OF THE VILLAGE OF SPICELAND,
 JZ3316'INDIANA.  IT IS THE ONLY PROMINENT OBJECT IN THE VILLAGE.  IT
 JZ3316'HAS FOUR BLACK TRUSSWORK LEGS ABOUT 100 FEET HIGH, A VERTICAL
 JZ3316'SECTION, PAINTED SILVER, ABOUT 25 FEET HIGH, AND A CONICAL
 JZ3316'ROOF WITH A SILVER BALL AT ITS APEX.  THE TANK WAS BUILT IN 1935.
 JZ3316'TOTAL HEIGHT, ABOUT 125 FEET.
 JZ3316
 JZ3316                          STATION RECOVERY (1970)
 JZ3316
 JZ3316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 JZ3316'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1939.
 JZ3316
 JZ3316                          STATION RECOVERY (2003)
 JZ3316
 JZ3316'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3316'THE BLACK LEGS ARE NOW PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2224 ***********************************************************************
 LA2224  DESIGNATION -  SPIKER
 LA2224  PID         -  LA2224
 LA2224  STATE/COUNTY-  IN/WABASH
 LA2224  COUNTRY     -  US
 LA2224  USGS QUAD   -  WABASH (2019)
 LA2224
 LA2224                         *CURRENT SURVEY CONTROL
 LA2224  ______________________________________________________________________
 LA2224* NAD 83(1997) POSITION- 40 50 16.74608(N) 085 47 30.39277(W)   ADJUSTED
 LA2224* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 LA2224  ______________________________________________________________________
 LA2224  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 LA2224  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 LA2224  HORZ ORDER      -  SECOND
 LA2224
 LA2224.The horizontal coordinates were established by classical geodetic methods
 LA2224.and adjusted by the National Geodetic Survey in May 1999.
 LA2224
 LA2224.The orthometric height was scaled from a topographic map.
 LA2224
 LA2224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2224.GEOID18 height accuracy estimate available here.
 LA2224
 LA2224.Click photographs - Photos may exist for this station.
 LA2224
 LA2224.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2224
 LA2224. The following values were computed from the NAD 83(1997) position.
 LA2224
 LA2224;                    North         East     Units Scale Factor Converg.
 LA2224;SPC IN E     -   620,574.186    89,448.540   MT  0.99996804   -0 04 54.5
 LA2224;SPC IN E     - 2,036,000.48    293,465.75   sFT  0.99996804   -0 04 54.5
 LA2224;UTM  16      - 4,521,474.496   601,863.027   MT  0.99972771   +0 47 24.5
 LA2224
 LA2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2224!SPC IN E     -   0.99996632  x   0.99996804  =   0.99993436
 LA2224!UTM  16      -   0.99996632  x   0.99972771  =   0.99969404
 LA2224
 LA2224:                Primary Azimuth Mark                     Grid Az
 LA2224:SPC IN E     -  SPIKER AZ MK                             002 03 48.7
 LA2224:UTM  16      -  SPIKER AZ MK                             001 11 29.7
 LA2224
 LA2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0186321474(NAD 83)
 LA2224
 LA2224|---------------------------------------------------------------------|
 LA2224| PID    Reference Object                     Distance      Geod. Az  |
 LA2224|                                                           dddmmss.s |
 LA2224| CF3107 SPIKER AZ MK                                       0015854.2 |
 LA2224| CF3108 SPIKER RM 1                          26.070 METERS 18524     |
 LA2224| CF3109 SPIKER RM 2                          33.430 METERS 27418     |
 LA2224|---------------------------------------------------------------------|
 LA2224
 LA2224                          SUPERSEDED SURVEY CONTROL
 LA2224
 LA2224  NAD 83(1986)-  40 50 16.74979(N)    085 47 30.40503(W) AD(       ) 2
 LA2224  NAD 27      -  40 50 16.58960(N)    085 47 30.45970(W) AD(       ) 2
 LA2224
 LA2224.Superseded values are not recommended for survey control.
 LA2224
 LA2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2224.See file dsdata.pdf to determine how the superseded data were derived.
 LA2224
 LA2224_MARKER: DS = TRIANGULATION STATION DISK
 LA2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2224_STAMPING: SPIKER 1948
 LA2224_MARK LOGO: CGS
 LA2224_PROJECTION: FLUSH
 LA2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2224+STABILITY: SURFACE MOTION
 LA2224
 LA2224  HISTORY     - Date     Condition        Report By
 LA2224  HISTORY     - 1948     MONUMENTED       CGS
 LA2224  HISTORY     - 1963     MARK NOT FOUND   USGS
 LA2224
 LA2224                          STATION DESCRIPTION
 LA2224
 LA2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2224'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WABASH ON THE EAST SIDE
 LA2224'OF STATE HIGHWAY 13 AND 0.5 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 LA2224'24.
 LA2224'
 LA2224'IT IS 63 FEET EAST OF THE CENTER OF HIGHWAY 13, 54 FEET SOUTHWEST OF A
 LA2224'WHITE WITNESS POST AND 47 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 LA2224'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2224'SPIKER 1948.
 LA2224'
 LA2224'REFERENCE MARK NO. 1 IS 85.53 FEET SOUTH OF THE STATION.  IT IS 87
 LA2224'FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A TELEPHONE
 LA2224'POLE AND ONE FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4
 LA2224'INCHES AND THE DISK IS STAMPED SPIKER NO 1 1948.
 LA2224'
 LA2224'REFERENCE MARK NO. 2 IS 109.68 FEET WEST OF THE STATION.  IT IS 42
 LA2224'FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF POWER POLE NO.
 LA2224'111-130 AND 1.5 FEET EAST OF THE FENCE.  THE MARK PROJECTS ABOUT ONE
 LA2224'FOOT AND THE DISK IS STAMPED SPIKER NO 2 1948.
 LA2224'
 LA2224'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION ON THE EAST SIDE OF
 LA2224'HIGHWAY 13.  IT IS IN A DRILL HOLE ON THE TOP OF A CONCRETE CULVERT
 LA2224'ABOUT 250 FEET NORTH OF A WHITE HOUSE.  IT IS 27 FEET EAST OF THE
 LA2224'CENTER OF THE HIGHWAY, 13 FEET WEST OF A FENCE AND 11 FEET WEST OF A
 LA2224'WHITE WITNESS POST.  THE DISK IS SET IN THE SOUTH END OF THE CULVERT
 LA2224'AND IS STAMPED SPIKER 1948.
 LA2224'
 LA2224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2224'HIGHWAY 13 (SOUTH) IN THE NORTH END OF WABASH, GO NORTHEAST ON
 LA2224'HIGHWAYS 13 AND 24 FOR 2.3 MILE TO WHERE U.S.  HIGHWAY 24 TURNS RIGHT
 LA2224'AND STATE HIGHWAY 13 CONTINUES STRAIGHT AHEAD, GO STRAIGHT AHEAD ON
 LA2224'HIGHWAY 13 FOR 0.5 MILE TO A WIDE CURVE NORTH AND STATION AS
 LA2224'DESCRIBED.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 LA2224'MARK ON THE RIGHT AS DESCRIBED.
 LA2224'
 LA2224'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2224
 LA2224                          STATION RECOVERY (1963)
 LA2224
 LA2224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LA2224'STATION WAS NOT RECOVERED.  A DRIVEWAY HAS BEEN BUILT OVER SITE OF
 LA2224'STATION.  BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 LA2224'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2433 ***********************************************************************
 ME2433  DESIGNATION -  SPRING
 ME2433  PID         -  ME2433
 ME2433  STATE/COUNTY-  IN/LA PORTE
 ME2433  COUNTRY     -  US
 ME2433  USGS QUAD   -  SPRINGVILLE (2019)
 ME2433
 ME2433                         *CURRENT SURVEY CONTROL
 ME2433  ______________________________________________________________________
 ME2433* NAD 83(1997) POSITION- 41 41 14.66658(N) 086 44 18.56267(W)   ADJUSTED
 ME2433* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 ME2433  ______________________________________________________________________
 ME2433  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 ME2433  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 ME2433  HORZ ORDER      -  THIRD
 ME2433
 ME2433.The horizontal coordinates were established by classical geodetic methods
 ME2433.and adjusted by the National Geodetic Survey in May 1999.
 ME2433
 ME2433.The orthometric height was scaled from a topographic map.
 ME2433
 ME2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2433.GEOID18 height accuracy estimate available here.
 ME2433
 ME2433.Click photographs - Photos may exist for this station.
 ME2433
 ME2433.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2433
 ME2433. The following values were computed from the NAD 83(1997) position.
 ME2433
 ME2433;                    North         East     Units Scale Factor Converg.
 ME2433;SPC IN W     -   714,956.958   928,709.028   MT  0.99997681   +0 13 45.6
 ME2433;SPC IN W     - 2,345,654.62  3,046,939.54   sFT  0.99997681   +0 13 45.6
 ME2433;UTM  16      - 4,615,103.404   521,763.348   MT  0.99960583   +0 10 26.1
 ME2433
 ME2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2433!SPC IN W     -   0.99996722  x   0.99997681  =   0.99994403
 ME2433!UTM  16      -   0.99996722  x   0.99960583  =   0.99957307
 ME2433
 ME2433:                Primary Azimuth Mark                     Grid Az
 ME2433:SPC IN W     -  SPRING AZ MK                             018 22 40.8
 ME2433:UTM  16      -  SPRING AZ MK                             018 26 00.3
 ME2433
 ME2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2176315103(NAD 83)
 ME2433
 ME2433|---------------------------------------------------------------------|
 ME2433| PID    Reference Object                     Distance      Geod. Az  |
 ME2433|                                                           dddmmss.s |
 ME2433| CM4586 SPRING AZ MK                                       0183626.4 |
 ME2433| CM4587 SPRING RM 1                          25.560 METERS 08326     |
 ME2433| CM4588 SPRING RM 2                          24.400 METERS 23847     |
 ME2433|---------------------------------------------------------------------|
 ME2433
 ME2433                          SUPERSEDED SURVEY CONTROL
 ME2433
 ME2433  NAD 83(1994)-  41 41 14.67006(N)    086 44 18.56546(W) AD(       ) 3
 ME2433  NAD 83(1986)-  41 41 14.66933(N)    086 44 18.56610(W) AD(       ) 3
 ME2433  NAD 27      -  41 41 14.51370(N)    086 44 18.47720(W) AD(       ) 3
 ME2433
 ME2433.Superseded values are not recommended for survey control.
 ME2433
 ME2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2433.See file dsdata.pdf to determine how the superseded data were derived.
 ME2433
 ME2433_MARKER: DS = TRIANGULATION STATION DISK
 ME2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2433_STAMPING: SPRING 1952
 ME2433_MARK LOGO: CGS
 ME2433_PROJECTION: FLUSH
 ME2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2433+STABILITY: SURFACE MOTION
 ME2433
 ME2433  HISTORY     - Date     Condition        Report By
 ME2433  HISTORY     - 1952     MONUMENTED       CGS
 ME2433  HISTORY     - 1989     GOOD             USPSQD
 ME2433
 ME2433                          STATION DESCRIPTION
 ME2433
 ME2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2433'STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF MICHIGAN CITY AND ABOUT 5
 ME2433'MILES NORTH OF LA PORTE ON PROPERTY OWNED BY AUGUST SHUMAKER.  IT IS
 ME2433'80 FEET NORTHEAST OF A POWER LINE POLE AND 53 FEET NORTHWEST OF THE
 ME2433'NORTHWEST CORNER OF A HOUSE.  THE MARK IS FLUSH AND THE DISK IS
 ME2433'STAMPED SPRING 1952.
 ME2433'
 ME2433'REFERENCE MARK NO. 1 IS 85 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 ME2433'59 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.  THE MARK IS
 ME2433'FLUSH AND THE DISK IS STAMPED SPRING NO 1 1952.
 ME2433'
 ME2433'REFERENCE MARK NO. 2 IS 11 FEET NORTHEAST OF A 24 INCH OAK TREE, 5
 ME2433'FEET EAST OF A FENCE LINE AND 3 FEET SOUTH OF A POWER LINE POLE.  THE
 ME2433'MARK IS FLUSH AND THE DISK IS STAMPED SPRING NO 2 1952.
 ME2433'
 ME2433'AZIMUTH MARK IS 37 FEET SOUTHEAST OF POWER LINE POLE, 23 FEET WEST OF
 ME2433'THE CORNER OF STATE HIGHWAY 39 AND 2 FEET SOUTH OF A WHITE WITNESS
 ME2433'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SPRING 1952.
 ME2433'
 ME2433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2433'HIGHWAY 39, GO NORTH ON HIGHWAY 39 FOR 0.1 MILE TO DIRT DRIVE LEFT,
 ME2433'TURN LEFT AND GO WEST ON DIRT DRIVE UP HILL FOR 0.1 MILE TO STATION AS
 ME2433'DESCRIBED.
 ME2433'
 ME2433'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON DIRT DRIVE FOR 0.1 MILE
 ME2433'TO HIGHWAY 39, TURN LEFT AND GO NORTH ON HIGHWAY 39 FOR 0.45 TO
 ME2433'AZIMUTH MARK ON LEFT AS DESCRIBED.
 ME2433'
 ME2433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2433
 ME2433                          STATION RECOVERY (1989)
 ME2433
 ME2433'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME2433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2644 ***********************************************************************
 LB2644  DESIGNATION -  SPRING
 LB2644  PID         -  LB2644
 LB2644  STATE/COUNTY-  IN/WHITE
 LB2644  COUNTRY     -  US
 LB2644  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2644
 LB2644                         *CURRENT SURVEY CONTROL
 LB2644  ______________________________________________________________________
 LB2644* NAD 83(1997) POSITION- 40 37 34.95440(N) 086 50 32.30267(W)   ADJUSTED
 LB2644* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 LB2644  ______________________________________________________________________
 LB2644  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 LB2644  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LB2644  HORZ ORDER      -  FIRST
 LB2644
 LB2644.The horizontal coordinates were established by classical geodetic methods
 LB2644.and adjusted by the National Geodetic Survey in May 1999.
 LB2644
 LB2644.The orthometric height was scaled from a topographic map.
 LB2644
 LB2644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2644.GEOID18 height accuracy estimate available here.
 LB2644
 LB2644.Click photographs - Photos may exist for this station.
 LB2644
 LB2644.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2644
 LB2644. The following values were computed from the NAD 83(1997) position.
 LB2644
 LB2644;                    North         East     Units Scale Factor Converg.
 LB2644;SPC IN W     -   597,096.475   920,392.263   MT  0.99997178   +0 09 25.0
 LB2644;SPC IN W     - 1,958,974.02  3,019,653.62   sFT  0.99997178   +0 09 25.0
 LB2644;UTM  16      - 4,497,294.576   513,336.892   MT  0.99960219   +0 06 09.6
 LB2644
 LB2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2644!SPC IN W     -   0.99996971  x   0.99997178  =   0.99994149
 LB2644!UTM  16      -   0.99996971  x   0.99960219  =   0.99957191
 LB2644
 LB2644:                Primary Azimuth Mark                     Grid Az
 LB2644:SPC IN W     -  SPRING AZ MK                             083 51 23.0
 LB2644:UTM  16      -  SPRING AZ MK                             083 54 38.4
 LB2644
 LB2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1333697294(NAD 83)
 LB2644
 LB2644|---------------------------------------------------------------------|
 LB2644| PID    Reference Object                     Distance      Geod. Az  |
 LB2644|                                                           dddmmss.s |
 LB2644| CD1267 SPRING AZ MK                                       0840048.0 |
 LB2644| CD1268 SPRING RM 1                          21.041 METERS 12306     |
 LB2644| LB2584 LAFAYETTE TV STATION WFAM MAST      APPROX.25.0 KM 1812701.5 |
 LB2644| LB2648 BROOKSTON MUNICIPAL TANK            APPROX. 3.3 KM 2165832.7 |
 LB2644| CD1269 SPRING RM 2                          22.990 METERS 24143     |
 LB2644| LB2645 CHALMERS MUNICIPAL TANK             APPROX. 4.6 KM 3321146.1 |
 LB2644|---------------------------------------------------------------------|
 LB2644
 LB2644                          SUPERSEDED SURVEY CONTROL
 LB2644
 LB2644  NAD 83(1986)-  40 37 34.96049(N)    086 50 32.31327(W) AD(       ) 1
 LB2644  NAD 27      -  40 37 34.82420(N)    086 50 32.26320(W) AD(       ) 1
 LB2644
 LB2644.Superseded values are not recommended for survey control.
 LB2644
 LB2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2644.See file dsdata.pdf to determine how the superseded data were derived.
 LB2644
 LB2644_MARKER: DS = TRIANGULATION STATION DISK
 LB2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2644_STAMPING: SPRING 1948
 LB2644_MARK LOGO: CGS
 LB2644_PROJECTION: RECESSED 30 CENTIMETERS
 LB2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2644+STABILITY: SURFACE MOTION
 LB2644
 LB2644  HISTORY     - Date     Condition        Report By
 LB2644  HISTORY     - 1948     MONUMENTED       CGS
 LB2644  HISTORY     - 1955     GOOD             CGS
 LB2644
 LB2644                          STATION DESCRIPTION
 LB2644
 LB2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2644'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF BROOKSTON ON
 LB2644'PROPERTY OWNED BY MR. SAG WAUGH.  IT IS 400 FEET SOUTHEAST OF THE
 LB2644'SOUTHEAST CORNER OF HOUSE, 38 FEET NORTH OF A FENCELINE AND WHITE
 LB2644'WITNESS POST AND 21 FEET NORTH OF A 30 INCH MULBERRY TREE.  THE
 LB2644'MARK IS UNDERGROUND ABOUT 1 FOOT AND THE DISK IS STAMPED SPRING
 LB2644'1948.
 LB2644'
 LB2644'REFERENCE MARK NO. 1 IS 69.02 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2644'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE
 LB2644'DISK IS STAMPED SPRING NO 1 1948.
 LB2644'
 LB2644'REFERENCE MARK NO. 2 IS 75.44 FEET SOUTHWEST OF THE STATION.  IT IS 1
 LB2644'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LB2644'IS STAMPED SPRING NO 2 1948.
 LB2644'
 LB2644'AZIMUTH MARK IS 1.5 MILE EAST OF THE STATION.  IT IS 198 FEET WEST OF
 LB2644'THE INTERSECTION OF A GRAVEL T-ROAD, 16 FEET NORTH OF THE CENTER OF
 LB2644'GRAVEL ROAD, 4 FEET WEST OF A WHITE WITNESS POST AND 2 FEET SOUTH
 LB2644'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2644'SPRING 1948.
 LB2644'
 LB2644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 18 AND
 LB2644'STATE HIGHWAY NO. 43 IN BROOKSTON GO NORTH ON STATE HIGHWAY NO. 43
 LB2644'FOR 1.2 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EAST ON
 LB2644'GRAVEL ROAD FOR 0.6 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH FOR
 LB2644'1.1 MILES TO A GATE ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST
 LB2644'FOR 0.1 MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 LB2644'
 LB2644'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LB2644
 LB2644                          STATION RECOVERY (1955)
 LB2644
 LB2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2644'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2644'CONDITION.  SMALL DIFFERENCES WERE NOTED IN THE DISTANCES TO THE
 LB2644'REFERENCE MARKS AND THE AZIMUTH MARK.  THE DIRECTIONS TO THE
 LB2644'AZIMUTH MARK AND REFERENCE MARK NO. 2 CHECKED.  THE DIRECTION TO
 LB2644'REFERENCE MARK NO. 1 DID NOT CHECK.  THE OLD DESCRIPTION IS
 LB2644'ADEQUATE.
 LB2644'
 LB2644'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1937 ***********************************************************************
 JA1937  DESIGNATION -  SPRINGS
 JA1937  PID         -  JA1937
 JA1937  STATE/COUNTY-  IN/MARTIN
 JA1937  COUNTRY     -  US
 JA1937  USGS QUAD   -  INDIAN SPRINGS (2019)
 JA1937
 JA1937                         *CURRENT SURVEY CONTROL
 JA1937  ______________________________________________________________________
 JA1937* NAD 83(1997) POSITION- 38 47 19.79737(N) 086 47 28.69987(W)   ADJUSTED
 JA1937* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 JA1937  ______________________________________________________________________
 JA1937  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 JA1937  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JA1937  HORZ ORDER      -  SECOND
 JA1937
 JA1937.The horizontal coordinates were established by classical geodetic methods
 JA1937.and adjusted by the National Geodetic Survey in May 1999.
 JA1937
 JA1937.The orthometric height was scaled from a topographic map.
 JA1937
 JA1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1937.GEOID18 height accuracy estimate available here.
 JA1937
 JA1937.Click photographs - Photos may exist for this station.
 JA1937
 JA1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1937
 JA1937. The following values were computed from the NAD 83(1997) position.
 JA1937
 JA1937;                    North         East     Units Scale Factor Converg.
 JA1937;SPC IN W     -   393,095.153   925,371.519   MT  0.99997459   +0 10 58.6
 JA1937;SPC IN W     - 1,289,679.68  3,035,989.73   sFT  0.99997459   +0 10 58.6
 JA1937;UTM  16      - 4,293,364.214   518,124.822   MT  0.99960405   +0 07 50.7
 JA1937
 JA1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1937!SPC IN W     -   0.99996768  x   0.99997459  =   0.99994227
 JA1937!UTM  16      -   0.99996768  x   0.99960405  =   0.99957174
 JA1937
 JA1937:                Primary Azimuth Mark                     Grid Az
 JA1937:SPC IN W     -  SPRINGS AZ MK                            246 47 55.5
 JA1937:UTM  16      -  SPRINGS AZ MK                            246 51 03.4
 JA1937
 JA1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1812493364(NAD 83)
 JA1937
 JA1937|---------------------------------------------------------------------|
 JA1937| PID    Reference Object                     Distance      Geod. Az  |
 JA1937|                                                           dddmmss.s |
 JA1937| CG9166 SPRINGS RM 1                         38.100 METERS 22149     |
 JA1937| CG9165 SPRINGS AZ MK                                      2465854.1 |
 JA1937| JA1930 CRANE NAVAL DEPOT WATER TANK 4      APPROX. 8.9 KM 3191925.4 |
 JA1937| JA1931 CRANE NAVAL DEPOT WATER TANK 1      APPROX.10.3 KM 3335339.9 |
 JA1937| JA1934 CRANE NAVAL DEPOT WATER TANK 3      APPROX. 8.1 KM 3360727.6 |
 JA1937| JA1929 CRANE NAVAL DEPOT WATER TANK 5      APPROX.13.8 KM 3373342.5 |
 JA1937| CG9167 SPRINGS RM 2                         43.849 METERS 34126     |
 JA1937|---------------------------------------------------------------------|
 JA1937
 JA1937                          SUPERSEDED SURVEY CONTROL
 JA1937
 JA1937  NAD 83(1986)-  38 47 19.80388(N)    086 47 28.70099(W) AD(       ) 2
 JA1937  NAD 27      -  38 47 19.62700(N)    086 47 28.69900(W) AD(       ) 2
 JA1937
 JA1937.Superseded values are not recommended for survey control.
 JA1937
 JA1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1937.See file dsdata.pdf to determine how the superseded data were derived.
 JA1937
 JA1937_MARKER: DS = TRIANGULATION STATION DISK
 JA1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1937_STAMPING: SPRINGS 1946
 JA1937_MARK LOGO: CGS
 JA1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1937+STABILITY: SURFACE MOTION
 JA1937
 JA1937  HISTORY     - Date     Condition        Report By
 JA1937  HISTORY     - 1946     MONUMENTED       CGS
 JA1937
 JA1937                          STATION DESCRIPTION
 JA1937
 JA1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1937'STATION IS AT THE INDIAN SPRINGS FIRE-TOWER, WHICH IS ABOUT 7 MILES
 JA1937'SOUTHEAST OF BURNS CITY AND ABOUT 2 MILES SOUTHWEST OF INDIAN SPRINGS.
 JA1937'IT IS NEAR THE EAST EDGE OF THE U S AMMUNITON DEPOT, THE MARK IS 63.50
 JA1937'FEET SOUTHWEST OF THE LOOKOUT TOWER, AND 25.5 FEET SOUTH OF A DIRT
 JA1937'ROAD, 4.6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PRODECTS 2
 JA1937'INCHES AND THE DISK IS STAMPED SPRINGS 1946.
 JA1937'
 JA1937'REFERENCE MARK NO 1 IS 125.00 FEET SOUTHWEST OF THE STATION, 58 FEET
 JA1937'SOUTH OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1937'SPRINGS NO 1946.
 JA1937'
 JA1937'REFERENCE MARK NO 2 IS 143.86 FEET NORTH OF THE STATION, 3 FEET SOUTH
 JA1937'OF A POWERLINE AND TELEOHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 JA1937'DISK IS STAMPED SPRINGS NO 2 1946.
 JA1937'
 JA1937'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 46 FEET NORTHWEST OF
 JA1937'THE ROAD AND 1.9 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS 6
 JA1937'INCHES AND THE DISK IS STAMPED SPINGS 1946.
 JA1937'
 JA1937'TO REACH FROM THE ENTRANCE AT GATE 2 AT THE U S AMMUNITION NAVAL DEPOT
 JA1937'WHICH IS ABOUT 0.25 MILE EAST OF BURNS CITY, GO EAST ON THE MAIN ROAD
 JA1937'FOR 0.5 MILE TO A SIDE ROAD RIGHT AT SIGN ON THE LEFT (GROUPS 219 TO
 JA1937'256 AND GROUPS 206 TO 215), HERE TURN RIGHT ON THE GRAVEL ROAD H-26
 JA1937'AND GO 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO A
 JA1937'RAILROAD CROSSING, CROSS TRACKS AND CONTINUE ON THE MAIN ROAD PASSING
 JA1937'SEVERAL TURN-OFFS FOR 2.4 MILES TO A T-INTERSECTION, HERE TURN RIGHT
 JA1937'AND CONTINUE ON THE MAIN ROAD FOR 2.6 MILES TO A FORK TO THE LEFT AND
 JA1937'SIGN ON THE RIGHT (GROUPS 214 TO 212)  HERE TAKE THE LEFT FORK UPHILL
 JA1937'AND FOLLOW THE MAIN ROAD WINDING OUT THE RIDGE FOR 3.0 MILES TO A
 JA1937'T-INTERSECTION, TURN RIGHT AND GO 0.5 MILE TO A SIDE ROAD, TURN LEFT
 JA1937'AND GO 0.1 MILE TO THE LOOKOUT TOWER AND THE STATION.
 JA1937'
 JA1937'HEIGHT OF LIGHT ABOVE STATION MARK 30 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2432 ***********************************************************************
 ME2432  DESIGNATION -  SPRINGVILLE RESET
 ME2432  PID         -  ME2432
 ME2432  STATE/COUNTY-  IN/LA PORTE
 ME2432  COUNTRY     -  US
 ME2432  USGS QUAD   -  SPRINGVILLE (2019)
 ME2432
 ME2432                         *CURRENT SURVEY CONTROL
 ME2432  ______________________________________________________________________
 ME2432* NAD 83(1997) POSITION- 41 39 52.83947(N) 086 44 30.04818(W)   ADJUSTED
 ME2432* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 ME2432  ______________________________________________________________________
 ME2432  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 ME2432  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 ME2432  HORZ ORDER      -  FIRST
 ME2432
 ME2432.The horizontal coordinates were established by classical geodetic methods
 ME2432.and adjusted by the National Geodetic Survey in May 1999.
 ME2432
 ME2432.The orthometric height was scaled from a topographic map.
 ME2432
 ME2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2432.GEOID18 height accuracy estimate available here.
 ME2432
 ME2432.Click photographs - Photos may exist for this station.
 ME2432
 ME2432.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2432
 ME2432. The following values were computed from the NAD 83(1997) position.
 ME2432
 ME2432;                    North         East     Units Scale Factor Converg.
 ME2432;SPC IN W     -   712,431.454   928,453.427   MT  0.99997663   +0 13 37.6
 ME2432;SPC IN W     - 2,337,368.86  3,046,100.95   sFT  0.99997663   +0 13 37.6
 ME2432;UTM  16      - 4,612,579.084   521,505.400   MT  0.99960569   +0 10 18.2
 ME2432
 ME2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2432!SPC IN W     -   0.99996204  x   0.99997663  =   0.99993867
 ME2432!UTM  16      -   0.99996204  x   0.99960569  =   0.99956775
 ME2432
 ME2432:                Primary Azimuth Mark                     Grid Az
 ME2432:SPC IN W     -  SPRINGVILLE AZ MK                        143 16 49.4
 ME2432:UTM  16      -  SPRINGVILLE AZ MK                        143 20 08.8
 ME2432
 ME2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2150512579(NAD 83)
 ME2432
 ME2432|---------------------------------------------------------------------|
 ME2432| PID    Reference Object                     Distance      Geod. Az  |
 ME2432|                                                           dddmmss.s |
 ME2432| CM4594 SPRINGVILLE AZ MK                                  1433027.0 |
 ME2432| ME2420 LAPORTE N IND PUB SER RAD MAST      APPROX. 5.6 KM 1600759.5 |
 ME2432| ME2429 LAPORTE BACHMANN WOOL MILL STK      APPROX. 7.3 KM 1632829.8 |
 ME2432| ME2416 LAPORTE ALLIS CHALMERS MFG STK      APPROX. 5.5 KM 1670522.7 |
 ME2432| ME2419 LAPORTE MAPLE TERRACE TANK          APPROX. 7.8 KM 1701917.2 |
 ME2432| CM4595 SPRINGVILLE RM 1                     24.058 METERS 20026     |
 ME2432| ME2441 LAPORTE MICROWAVE KSA 44 LT         APPROX. 2.2 KM 2455612.6 |
 ME2432| ME2459 MICHIGAN CITY PULLMAN CAR STK       APPROX.14.7 KM 2922611.7 |
 ME2432| CM4596 SPRINGVILLE RM 2                     25.417 METERS 30657     |
 ME2432|---------------------------------------------------------------------|
 ME2432
 ME2432                          SUPERSEDED SURVEY CONTROL
 ME2432
 ME2432  NAD 83(1994)-  41 39 52.84283(N)    086 44 30.05126(W) AD(       ) 1
 ME2432  NAD 83(1986)-  41 39 52.84220(N)    086 44 30.05181(W) AD(       ) 1
 ME2432  NAD 27      -  41 39 52.68780(N)    086 44 29.96440(W) AD(       ) 1
 ME2432  USSD        -  41 39 52.76500(N)    086 44 29.84500(W) AD(       ) 3
 ME2432
 ME2432.Superseded values are not recommended for survey control.
 ME2432
 ME2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2432.See file dsdata.pdf to determine how the superseded data were derived.
 ME2432
 ME2432_MARKER: DS = TRIANGULATION STATION DISK
 ME2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2432_STAMPING: SPRINGVILLE USLS 1874 1948
 ME2432_MARK LOGO: CGS
 ME2432_PROJECTION: PROJECTING 10 CENTIMETERS
 ME2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2432+STABILITY: SURFACE MOTION
 ME2432
 ME2432  HISTORY     - Date     Condition        Report By
 ME2432  HISTORY     - 1874     MONUMENTED       USLS
 ME2432  HISTORY     - 1935     GOOD             CGS
 ME2432  HISTORY     - 1935     GOOD             CGS
 ME2432  HISTORY     - 1948     GOOD             CGS
 ME2432  HISTORY     - 1952     GOOD             CGS
 ME2432
 ME2432                          STATION DESCRIPTION
 ME2432
 ME2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPH)
 ME2432'ABOUT 1-1/4 MILES SOUTH OF SPRINGVILLE, ON RIGHT-OF-WAY OF U.S.
 ME2432'HIGHWAY 20, IN SE 1/4 SEC. 10, T37N, R3W, CENTER TOWNSHIP,
 ME2432'252.46 METERS (828.3 FEET) FROM SOUTHEAST CORNER OF SECTION 10 ON
 ME2432'BEARING N. 86 DEG 00 MIN W., 245 METERS (804 FEET) WEST OF ROAD
 ME2432'LEADING SOUTH TO LA PORTE, 13 METERS (43 FEET) NORTH OF PRIVATE ROAD,
 ME2432'36 FEET NORTH OF TRIANGLE-BLAZED OAK TREE, 51 FEET SOUTH-SOUTHEAST OF
 ME2432'TRIANGLE-BLAZED OAK TREE, 18 FEET NORTHWEST OF TRIANGLE-BLAZED HICKORY
 ME2432'TREE, AND IN 1908 NEAR SOUTH EDGE OF GROVE OF HIGH TIMBER.  MARKED BY
 ME2432'1/2 INCH HOLE IN CUT STONE, ABOUT 2 1/2 FEET BELOW SURFACE OF GROUND.
 ME2432'REFERENCE MARK STONES ARE AT FOLLOWING DISTANCES AND BEARINGS FROM
 ME2432'STATION (IN ROAD) 273.81 METERS (898.3 FEET) N. 63 DEG 43 MIN E.,
 ME2432'(IN ROAD) 245.25 METERS (804.6 FEET)  S. 86 DEG 14 MIN E., AND 13
 ME2432'METERS (43 FEET)  S.  6 DEG 15 MIN E. (MAG.)  LA PORT COUNTY- SE.
 ME2432'CORNER OF SEC. 10, T37N, R3W (U.S.L.S.) IS 252.46 METERS (828.3
 ME2432'FEET FROM STATION ON BEARING S. 86 DEG 00 MIN E.)
 ME2432
 ME2432                          STATION RECOVERY (1935)
 ME2432
 ME2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 ME2432'DESCRIBED IN SPECIAL PUBLICATION NO. 79, P. 56 AS FOLLOWS- IN THE SE.
 ME2432'1/4 SEC. 10, T37N, R3W, 13 METERS (14 YARDS) NORTH OF A
 ME2432'PRIVATE ROAD, 245 METERS (268 YARDS) WEST OF THE ROAD LEADING SOUTH TO
 ME2432'LA PORTE, AND NEAR THE SOUTH EDGE OF A GROVE OF HIGH TIMBER.  THE
 ME2432'STATION IS MAKED BY A 1/2 INCH DRILL HOLE IN THE TOP OF A DRESSED
 ME2432'STONE 6 BY 6 BY 24 INCHES, SET VERTICALLY IN THE GROUND ITS TOP 2-1/2
 ME2432'FEET BELOW THE SURFACE.  TWO REFERENCE STONES ARE SET IN THE ROAD EAST
 ME2432'OF THE STATION, ONE BEARING N. 63 DEG 43 MIN E. DISTANT 273.81 METERS
 ME2432'(898.3 FEET) AND THE OTHER S. 86 DEG 14 MIN E. DISTANT 245.25 METERS
 ME2432'(804.6 FEET).  A THIRD REFERENCE POST IS S. 6 DEG 15 MIN E. (MAGNETIC)
 ME2432'DISTANT 13 METERS (42.7 FEET)  THE SE. CORNER SEC. 10 IS S. 86 DEG 00
 ME2432'MIN E. DISTANT 252.46 METERS (828.3 FEET)  R.P.H. 1935
 ME2432'
 ME2432'STATION MARK AND REFERENCE MARKS RECOVERED BY HOOVER 1935 WITH NOTES
 ME2432'ON CARD NO. 165 AS FOLLOWS- ALL DETAILS OF ORIGINAL DESCRIPTION APPLY.
 ME2432'ALL MARKERS IN PLACE IN GOOD CONDITION.
 ME2432'
 ME2432'STATION MARK 30 INCHES BELOW SURFACE.  NO PILOT STONE.
 ME2432'
 ME2432'ADD TO DESCRIPTION- ABOUT 1.25 MILES SOUTH OF SPRINGVILLE ON PAVEMENT
 ME2432'FROM U.S. HIGHWAY 20.  AN OAK TREE BEARS SOUTH 36 FEET DISTANT.  AN
 ME2432'OAK TREE BEARS N.  70 DEG W. 51 FEET DISTANT, A HICKORY TREE BEARS S.
 ME2432'42 DEG E., 18 FEET, EACH BLAZED WITH TRIANGLE.  J.S.B. 1935
 ME2432'
 ME2432'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN SPECIAL
 ME2432'PUBLICATION NO. 79, P. 56.  ALSO THE THREE BLAZED TREES MARKED BY
 ME2432'HOOVER 1935 WERE RECOVERED.
 ME2432'
 ME2432'THIS STATION IS LOCATED 1.5 MILES BY ROAD SOUTHWARD OF SPRINGVILLE,
 ME2432'4.1 MILES NORTH BY WEST OF LA PORTE, 0.1 MILE WEST OF THE LA
 ME2432'PORTE-SPRINGVILLE MACADAM ROAD.  AT HIGHEST POINT OF WOODLAND OWNED BY
 ME2432'RACHAEL MERCHANT, WHO LIVES AT THE CROSSROADS 0.4 MILE NORTH OF
 ME2432'STATION.
 ME2432'
 ME2432'TO REACH FROM SPRINGVILLE, GO SOUTH ON LA PORTE ROAD 1.4 MILES TO A
 ME2432'PRIVATE T-ROAD WEST DIRECTLY OPPOSITE THE OLD MERCHANT BRICK SCHOOL
 ME2432'WHICH IS NOW OCCUPIED AS A DWELLING.  HERE TURN WEST AND GO 0.1 MILE
 ME2432'TO TOP OF RIDGE AND STATION ON NORTH SIDE OF ROAD.
 ME2432'
 ME2432'TO REACH FROM LA PORTE, GO NORTHWEST ON STATE HIGHWAY 29 FROM THE
 ME2432'COURTHOUSE FOR 1.9 MILES TO FORKS AT LINCO SERVICE STATION.  HERE TAKE
 ME2432'RIGHT FORK (MACADAM) AND GO 2.3 MILES TO PRIVATE T-ROAD WEST OPPOSITE
 ME2432'OLD MERCHANT SCHOOL.  THENCE WEST 0.1 MILE TO TOP OF RIDGE AND STATION
 ME2432'SITE.
 ME2432'
 ME2432'THE UNDERGROUND MARK WHICH WAS THE ONLY STATION MARK THAT WAS SET AT
 ME2432'THIS STATION WAS RECOVERED.  IT CONSISTS OF A 6- BY 6-INCH STONE POST
 ME2432'WITH A DRILL HOLE MARKING THE CENTER.  IT IS 2.3 FEET BELOW THE
 ME2432'SURFACE, 58.7 FEET NORTH OF CENTER LINE OF PRIVATE ROAD LEADING WEST
 ME2432'43.7 FEET NORTH OF WIRE FENCE ON NORTH SIDE OF PRIVATE ROAD.
 ME2432'
 ME2432'ONE REFERENCE MARK IS 42.7 FEET BEARING S. 6 DEG E.  IT IS A 6- BY
 ME2432'6-INCH STONE WITH LETTERS U.S. CUT IN ITS TOP AND A DRILL HOLE MARKING
 ME2432'THE CENTER.  IT PROJECTS 5 INCHES.  TWO OTHER REFERENCE MARKS ARE ON
 ME2432'THE WEST SIDE OF THE LA PORTE-SPRINGVILLE MACADAM ROAD.  ONE BEARING
 ME2432'N. 63 DEG 43 MIN E., DISTANT 273.81 METERS.  THE OTHER S. 86 DEG 14
 ME2432'MIN E., DISTANT 245.25 METERS.
 ME2432'
 ME2432'TRIANGLE BLAZES BY HOOVER 1935 ARE- ON OAK TREE N. 68 DEG W.  MAGNETIC
 ME2432'DISTANT 51.7 FEET.  ON OAK TREE S. 6 DEG W. MAGNETIC DISTANT 38.3
 ME2432'FEET.  ON HICKORY TREE N. 45 DEG E. MAGNETIC DISTANT 17.6 FEET.
 ME2432
 ME2432                          STATION RECOVERY (1948)
 ME2432
 ME2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2432'STATION WAS RECOVERED AS DESCRIBED BUT ALL REFERENCE MARKS HAD BEEN
 ME2432'DESTROYED.  NEW REFERENCE MARKS AND A AZIMUTH MARK WAS ESTABLISHED BY
 ME2432'THIS PARTY.  THE OLD UNDERGROUND STATION MARK A 4 BY 4 INCH STONE POST
 ME2432'WITH A DRILL HOLE IN THE CENTER OF THE TOP WAS HELD AS AN UNDERGROUND
 ME2432'MARK AND A SURFACE MARK WAS SET BY THIS PARTY.  A COMPLETE NEW
 ME2432'DESCRIPTION FOLLOWS.
 ME2432'
 ME2432'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF LAPORTE AND 1 MILE SOUTH
 ME2432'OF SPRINGVILLE.  IT IS 51 FEET SOUTHEAST OF A TRIANGLE BLAZED OAK
 ME2432'TREE, 36 FEET NORTH OF A TRIANGLE BLAZED TREE, 43 FEET NORTH OF THE
 ME2432'CENTER OF DRIVEWAY AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME2432'PROJECTS 4 INCHES AND THE DISK IS STAMPED SPRINGVILLE USLS 1874 1948.
 ME2432'
 ME2432'REFERENCE MARK NO. 1 IS 78.93 FEET SOUTH OF THE STATION.  IT IS 15
 ME2432'FEET SOUTH OF THE CENTER OF DRIVEWAY, 3 FEET EAST OF A POWERLINE POLE
 ME2432'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE
 ME2432'DISK IS STAMPED SPRINGVILLE USLS 1948.
 ME2432'
 ME2432'REFERENCE MARK NO. 2 IS 83.39 FEET WEST OF THE STATION.  IT IS 36 FEET
 ME2432'NORTHWEST OF A 24 INCH OAK TREE.  THE MARK PROJECTS 8 INCHES AND THE
 ME2432'DISK IS STAMPED SPRINGVILLE USLS 1948.
 ME2432'
 ME2432'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 39 FEET EAST
 ME2432'OF THE CENTER OF STATE HIGHWAY NO. 39, 22 FEET SOUTH OF THE CENTER OF
 ME2432'DRIVEWAY, 12 FEET SOUTH OF A BRICK POST ON THE SOUTH SIDE OF DRIVEWAY,
 ME2432'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 ME2432'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SPRINGVILLE USLS
 ME2432'1948.
 ME2432'
 ME2432'TO REACH THE STATION FROM THE LAPORTE COUNTY COURTHOUSE IN LAPORTE GO
 ME2432'NORTH WEST ON U.S.  HIGHWAY NO. 35 FOR 1.9 MILES TO THE T-INTERSECTION
 ME2432'OF STATE HIGHWAY NO. 39, TURN RIGHT AND GO NORTH ON STATE HIGHWAY NO.
 ME2432'39 FOR 2.05 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.25
 ME2432'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO WEST FOR
 ME2432'0.15 MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 ME2432'
 ME2432'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2432
 ME2432                          STATION RECOVERY (1952)
 ME2432
 ME2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2432'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2432'CONDITION.  DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD
 ME2432'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.
 ME2432'
 ME2432'STATION IS ON PROPERTY OWNED BY MR. ELY M. PALENDECH.
 ME2432'
 ME2432'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1804 ***********************************************************************
 JA1804  DESIGNATION -  ST CROIX
 JA1804  PID         -  JA1804
 JA1804  STATE/COUNTY-  IN/CRAWFORD
 JA1804  COUNTRY     -  US
 JA1804  USGS QUAD   -  BRANCHVILLE (2019)
 JA1804
 JA1804                         *CURRENT SURVEY CONTROL
 JA1804  ______________________________________________________________________
 JA1804* NAD 83(1997) POSITION- 38 12 29.54531(N) 086 32 33.06207(W)   ADJUSTED
 JA1804* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 JA1804  ______________________________________________________________________
 JA1804  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 JA1804  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 JA1804  HORZ ORDER      -  FIRST
 JA1804
 JA1804.The horizontal coordinates were established by classical geodetic methods
 JA1804.and adjusted by the National Geodetic Survey in May 1999.
 JA1804
 JA1804.The orthometric height was scaled from a topographic map.
 JA1804
 JA1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1804.GEOID18 height accuracy estimate available here.
 JA1804
 JA1804.Click photographs - Photos may exist for this station.
 JA1804
 JA1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1804
 JA1804. The following values were computed from the NAD 83(1997) position.
 JA1804
 JA1804;                    North         East     Units Scale Factor Converg.
 JA1804;SPC IN W     -   328,742.180   947,365.183   MT  0.99999429   +0 20 04.2
 JA1804;SPC IN W     - 1,078,548.30  3,108,147.27   sFT  0.99999429   +0 20 04.2
 JA1804;UTM  16      - 4,229,015.335   540,052.039   MT  0.99961976   +0 16 58.7
 JA1804
 JA1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1804!SPC IN W     -   0.99996392  x   0.99999429  =   0.99995821
 JA1804!UTM  16      -   0.99996392  x   0.99961976  =   0.99958370
 JA1804
 JA1804:                Primary Azimuth Mark                     Grid Az
 JA1804:SPC IN W     -  ST CROIX AZ MK                           310 39 04.2
 JA1804:UTM  16      -  ST CROIX AZ MK                           310 42 09.7
 JA1804
 JA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4005229015(NAD 83)
 JA1804
 JA1804|---------------------------------------------------------------------|
 JA1804| PID    Reference Object                     Distance      Geod. Az  |
 JA1804|                                                           dddmmss.s |
 JA1804| CG9177 ST CROIX RM 1                        24.144 METERS 02845     |
 JA1804| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 5.0 KM 0384313.5 |
 JA1804| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX.17.0 KM 0920917.3 |
 JA1804| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.11.2 KM 1431349.5 |
 JA1804| CG9178 ST CROIX RM 2                        22.139 METERS 19656     |
 JA1804| CG9176 ST CROIX AZ MK                                     3105908.4 |
 JA1804|---------------------------------------------------------------------|
 JA1804
 JA1804                          SUPERSEDED SURVEY CONTROL
 JA1804
 JA1804  NAD 83(1993)-  38 12 29.54741(N)    086 32 33.06386(W) AD(       ) 1
 JA1804  NAD 83(1986)-  38 12 29.55161(N)    086 32 33.06658(W) AD(       ) 1
 JA1804  NAD 27      -  38 12 29.32800(N)    086 32 33.13200(W) AD(       ) 1
 JA1804
 JA1804.Superseded values are not recommended for survey control.
 JA1804
 JA1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1804.See file dsdata.pdf to determine how the superseded data were derived.
 JA1804
 JA1804_MARKER: DS = TRIANGULATION STATION DISK
 JA1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1804_STAMPING: ST CROIX 1946
 JA1804_MARK LOGO: CGS
 JA1804_PROJECTION: RECESSED 15 CENTIMETERS
 JA1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1804+STABILITY: SURFACE MOTION
 JA1804
 JA1804  HISTORY     - Date     Condition        Report By
 JA1804  HISTORY     - 1946     MONUMENTED       CGS
 JA1804
 JA1804                          STATION DESCRIPTION
 JA1804
 JA1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1804'THIS STATION IS ABOUT 4 MILES EAST OF ST CROIX, NEAR THE EDGE OF A
 JA1804'WOODS AND AT THE TOP OF A HILL.  THE STATION MARK IS 36 FEET WEST OF A
 JA1804'48-INCH OAK TREE AND 17 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 JA1804'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA1804'STAMPED ST CROIX 1946.
 JA1804'
 JA1804'REFERENCE MARK NO 1 IS 79.21 FEET NORTHEAST OF THE STATION, ABOUT 115
 JA1804'FEET SOUTH OF A GRAVEL ROAD AND 6 FEET FROM THE WOODS EDGE IN THE EAST
 JA1804'EDGE OF THE FIELD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1804'ST CROIX NO 1 1946.
 JA1804'
 JA1804'REFERENCE MARK NO 2 IS 72.63 FEET SOUTH OF THE STATION, 62 FEET
 JA1804'SOUTHWEST OF THE WHITE WITNESS POST AND 18 FEET NORTH OF AN 18-INCH
 JA1804'OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ST CROIX
 JA1804'NO 2 1946.
 JA1804'
 JA1804'THE AZIMUTH MARK IS WEST OF THE STATION, 18 FEET SOUTH OF THE
 JA1804'CENTERLINE OF A GRAVEL ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.
 JA1804'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ST CROIX 1946.
 JA1804'
 JA1804'TO REACH FROM THE POST OFFICE IN ST CROIX, GO EAST ON STATE HIGHWAY 62
 JA1804'FOR 0.8 MILE TO A GRAVEL SIDE ROAD ON THE RIGHT AND GO 1.3 MILES TO
 JA1804'THE AZIMUTH MARK ON THE RIGHT, THEN CONTINUE STRAIGHT AHEAD FOR 0.9
 JA1804'MILE TO A HOUSE ON THE LEFT AND 2 BARNS ON THE RIGHT, TURN RIGHT JUST
 JA1804'AFTER PASSING THE SECOND BARN AND GO SOUTHEAST UP A HILL FOR 0.15 MILE
 JA1804'TO THE STATION NEAR THE WOODS EDGE AND AT THE TOP OF THE HILL.
 JA1804'
 JA1804'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2576 ***********************************************************************
 ME2576  DESIGNATION -  ST JOHN
 ME2576  PID         -  ME2576
 ME2576  STATE/COUNTY-  IN/LAKE
 ME2576  COUNTRY     -  US
 ME2576  USGS QUAD   -  SAINT JOHN (2019)
 ME2576
 ME2576                         *CURRENT SURVEY CONTROL
 ME2576  ______________________________________________________________________
 ME2576* NAD 83(1997) POSITION- 41 26 58.56292(N) 087 28 05.32692(W)   ADJUSTED
 ME2576* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 ME2576  ______________________________________________________________________
 ME2576  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 ME2576  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 ME2576  HORZ ORDER      -  FIRST
 ME2576
 ME2576.The horizontal coordinates were established by classical geodetic methods
 ME2576.and adjusted by the National Geodetic Survey in May 1999.
 ME2576
 ME2576.The orthometric height was scaled from a topographic map.
 ME2576
 ME2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2576.GEOID18 height accuracy estimate available here.
 ME2576
 ME2576.Click photographs - Photos may exist for this station.
 ME2576
 ME2576.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2576
 ME2576. The following values were computed from the NAD 83(1997) position.
 ME2576
 ME2576;                    North         East     Units Scale Factor Converg.
 ME2576;SPC IN W     -   688,559.892   867,845.729   MT  0.99997939   -0 15 17.0
 ME2576;SPC IN W     - 2,259,050.25  2,847,257.20   sFT  0.99997939   -0 15 17.0
 ME2576;UTM  16      - 4,588,774.721   460,896.875   MT  0.99961882   -0 18 35.6
 ME2576
 ME2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2576!SPC IN W     -   0.99997092  x   0.99997939  =   0.99995031
 ME2576!UTM  16      -   0.99997092  x   0.99961882  =   0.99958975
 ME2576
 ME2576:                Primary Azimuth Mark                     Grid Az
 ME2576:SPC IN W     -  ST JOHN AZ MK                            204 35 16.4
 ME2576:UTM  16      -  ST JOHN AZ MK                            204 38 35.0
 ME2576
 ME2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6089688774(NAD 83)
 ME2576
 ME2576|---------------------------------------------------------------------|
 ME2576| PID    Reference Object                     Distance      Geod. Az  |
 ME2576|                                                           dddmmss.s |
 ME2576| CM4604 ST JOHN RM 1                         39.380 METERS 06651     |
 ME2576| ME2578 ST JOHN MUNICIPAL TANK               52.430 METERS 17630     |
 ME2576| CM4605 ST JOHN RM 2                         22.104 METERS 18841     |
 ME2576| CM4603 ST JOHN AZ MK                                      2041959.4 |
 ME2576| ME2575 ST JOHN RAD STA KSC 268 MAST        APPROX. 2.5 KM 2144419.6 |
 ME2576| ME2584 DYER MUNICIPAL TANK                 APPROX. 6.5 KM 3174041.6 |
 ME2576| ME2582 DYER ST JOSEPHS CATH CH SPIRE       APPROX. 6.4 KM 3195611.4 |
 ME2576|---------------------------------------------------------------------|
 ME2576
 ME2576                          SUPERSEDED SURVEY CONTROL
 ME2576
 ME2576  NAD 83(1986)-  41 26 58.56817(N)    087 28 05.33354(W) AD(       ) 1
 ME2576  NAD 27      -  41 26 58.43800(N)    087 28 05.19540(W) AD(       ) 1
 ME2576
 ME2576.Superseded values are not recommended for survey control.
 ME2576
 ME2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2576.See file dsdata.pdf to determine how the superseded data were derived.
 ME2576
 ME2576_MARKER: DS = TRIANGULATION STATION DISK
 ME2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2576_STAMPING: ST JOHN 1952
 ME2576_MARK LOGO: CGS
 ME2576_PROJECTION: FLUSH
 ME2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2576+STABILITY: SURFACE MOTION
 ME2576
 ME2576  HISTORY     - Date     Condition        Report By
 ME2576  HISTORY     - 1952     MONUMENTED       CGS
 ME2576  HISTORY     - 1968     MARK NOT FOUND   CGS
 ME2576
 ME2576                          STATION DESCRIPTION
 ME2576
 ME2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2576'STATION IS LOCATED IN THE EAST SECTION OF ST. JOHN ON PROPERTY OWNED
 ME2576'BY THE CITY OF ST. JOHN.  IT IS 128 FEET SOUTH OF THE CENTER OF SCHMAL
 ME2576'STREET, 35 FEET WEST OF THE NORTHWEST CORNER OF THE ST. JOHN CITY HALL
 ME2576'AND 23 FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2576'STAMPED ST JOHN 1952.
 ME2576'
 ME2576'REFERENCE MARK NO. 1 IS 75 FEET SOUTH OF THE CENTER OF SCHMAL STREET,
 ME2576'48 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CITY HALL AND 1 FOOT
 ME2576'WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ST JOHN 1
 ME2576'1952.
 ME2576'
 ME2576'REFERENCE MARK NO. 2 IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME2576'THE CITY HALL AND 11 FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE
 ME2576'DISK IS STAMPED ST JOHN NO 2 1952.
 ME2576'
 ME2576'AZIMUTH MARK IS ABOUT 250 FEET EAST OF U.S. HIGHWAY 41, 26 FEET SOUTH
 ME2576'OF THE CENTER OF JOLIET STREET, 12 FEET NORTH OF THE NORTHWEST CORNER
 ME2576'OF A CONCRETE BLOCK STORE BUILDING AND 9 FEET SOUTHWEST OF POWER LINE
 ME2576'POLE NO. 370/514.  THE MARK IS SET FLUSH AT THE SOUTH EDGE OF A
 ME2576'CONCRETE SIDEWALK AND THE DISK IS STAMPED ST JOHN 1952.
 ME2576'
 ME2576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OR SCHMAL STREET
 ME2576'FOR 0.1 MILE TO U.S. HIGHWAY 41, TURN LEFT AND GO SOUTH ON HIGHWAY 41
 ME2576'FOR 0.2 MILE TO JOLIET STREET ON THE LEFT, TURN LEFT AND GO EAST ON
 ME2576'JOILET STREET FOR ABOUT 250 FEET TO THE MARK ON THE RIGHT, SOUTH, SIDE
 ME2576'AS DESCRIBED.
 ME2576'
 ME2576'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2576
 ME2576                          STATION RECOVERY (1968)
 ME2576
 ME2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2576'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 ME2576'STATION SITE IS NOW OCCUPIED BY THE ST. JOHN CITY HALL AND NO TRACE
 ME2576'COULD BE FOUND OF THE STATION OR REFERENCE MARKS.  A CHECK WAS MADE
 ME2576'WITH THE CITY ENGINEER AND HE SAID THAT HE REMEMBERS THE CONTRACTOR
 ME2576'TEARING OUT THE STATION MARK.  A DRIVEWAY HAS BEEN MADE IN THE
 ME2576'VICINITY OF REFERENCE MARK 1 AND IT IS ASSUMED EITHER DESTROYED OR
 ME2576'COVERED UP.  THERE IS A LARGE CINDER STORAGE PILE IN THE AREA
 ME2576'DESCRIBED FOR REFERENCE MARK 2 AND NO ATTEMPT WAS MADE TO FIND THE
 ME2576'MARK.
 ME2576'
 ME2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ST. JOHN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2578 ***********************************************************************
 ME2578  DESIGNATION -  ST JOHN MUNICIPAL TANK
 ME2578  PID         -  ME2578
 ME2578  STATE/COUNTY-  IN/LAKE
 ME2578  COUNTRY     -  US
 ME2578  USGS QUAD   -  SAINT JOHN (2019)
 ME2578
 ME2578                         *CURRENT SURVEY CONTROL
 ME2578  ______________________________________________________________________
 ME2578* NAD 83(1997) POSITION- 41 26 56.86662(N) 087 28 05.18895(W)   ADJUSTED
 ME2578  ______________________________________________________________________
 ME2578  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 ME2578  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 ME2578  HORZ ORDER      -  THIRD
 ME2578
 ME2578.The horizontal coordinates were established by classical geodetic methods
 ME2578.and adjusted by the National Geodetic Survey in May 1999.
 ME2578
 ME2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2578.GEOID18 height accuracy estimate available here.
 ME2578
 ME2578.Click photographs - Photos may exist for this station.
 ME2578
 ME2578.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2578
 ME2578. The following values were computed from the NAD 83(1997) position.
 ME2578
 ME2578;                    North         East     Units Scale Factor Converg.
 ME2578;SPC IN W     -   688,507.547   867,848.699   MT  0.99997938   -0 15 16.9
 ME2578;SPC IN W     - 2,258,878.51  2,847,266.94   sFT  0.99997938   -0 15 16.9
 ME2578;UTM  16      - 4,588,722.392   460,899.793   MT  0.99961881   -0 18 35.5
 ME2578
 ME2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6089988722(NAD 83)
 ME2578
 ME2578                          SUPERSEDED SURVEY CONTROL
 ME2578
 ME2578  NAD 83(1986)-  41 26 56.87187(N)    087 28 05.19571(W) AD(       ) 3
 ME2578  NAD 27      -  41 26 56.74168(N)    087 28 05.05742(W) AD(       ) 3
 ME2578
 ME2578.Superseded values are not recommended for survey control.
 ME2578
 ME2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2578.See file dsdata.pdf to determine how the superseded data were derived.
 ME2578
 ME2578_MARKER: 53 = ELEVATED TANK
 ME2578
 ME2578  HISTORY     - Date     Condition        Report By
 ME2578  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2578
 ME2578                          STATION DESCRIPTION
 ME2578
 ME2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2578'STATION IS LOCATED ABOUT 0.1 MILE EAST OF U.S. HIGHWAY 41
 ME2578'IN ST. JOHN.  IT
 ME2578'IS A 4 LEGGED STEEL STRUCTURE WITH A WATER TANK ATOP AND IS ABOUT 120
 ME2578'FEET HIGH.  THE TANK IS PAINTED
 ME2578'SILVER AND HAS THE LEGEND ST JOHN PAINTED IN LARGE BLACK
 ME2578'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.
 ME2578'
 ME2578'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ST JOHN AND
 ME2578'THE DISTANCE IS 172.0 FEET
 ME2578'(52.43 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2575 ***********************************************************************
 ME2575  DESIGNATION -  ST JOHN RAD STA KSC 268 MAST
 ME2575  PID         -  ME2575
 ME2575  STATE/COUNTY-  IN/LAKE
 ME2575  COUNTRY     -  US
 ME2575  USGS QUAD   -  SAINT JOHN (2019)
 ME2575
 ME2575                         *CURRENT SURVEY CONTROL
 ME2575  ______________________________________________________________________
 ME2575* NAD 83(1997) POSITION- 41 25 51.64311(N) 087 29 06.98224(W)   ADJUSTED
 ME2575  ______________________________________________________________________
 ME2575  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 ME2575  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 ME2575  HORZ ORDER      -  THIRD
 ME2575
 ME2575.The horizontal coordinates were established by classical geodetic methods
 ME2575.and adjusted by the National Geodetic Survey in May 1999.
 ME2575
 ME2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2575.GEOID18 height accuracy estimate available here.
 ME2575
 ME2575.Click photographs - Photos may exist for this station.
 ME2575
 ME2575.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2575
 ME2575. The following values were computed from the NAD 83(1997) position.
 ME2575
 ME2575;                    North         East     Units Scale Factor Converg.
 ME2575;SPC IN W     -   686,501.937   866,405.084   MT  0.99998055   -0 15 57.5
 ME2575;SPC IN W     - 2,252,298.44  2,842,530.68   sFT  0.99998055   -0 15 57.5
 ME2575;UTM  16      - 4,586,718.895   459,454.769   MT  0.99962023   -0 19 16.0
 ME2575
 ME2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5945486718(NAD 83)
 ME2575
 ME2575                          SUPERSEDED SURVEY CONTROL
 ME2575
 ME2575  NAD 83(1986)-  41 25 51.64847(N)    087 29 06.98863(W) AD(       ) 3
 ME2575  NAD 27      -  41 25 51.51500(N)    087 29 06.85400(W) AD(       ) 3
 ME2575
 ME2575.Superseded values are not recommended for survey control.
 ME2575
 ME2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2575.See file dsdata.pdf to determine how the superseded data were derived.
 ME2575
 ME2575_MARKER: 42 = RADIO/TV MAST
 ME2575
 ME2575  HISTORY     - Date     Condition        Report By
 ME2575  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2575
 ME2575                          STATION DESCRIPTION
 ME2575
 ME2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2575'STATION IS LOCATED ABOUT 6 MILES WEST OF CROWN POINT, 2 MILES
 ME2575'SOUTH OF ST. JOHN
 ME2575'AND 3/4 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2575'HIGHWAY 8, ON THE GROUNDS OF THE
 ME2575'MICHIGAN-WISCONSIN PIPELINE COMPANY, COMPRESSOR STATION
 ME2575'NO. 11.  IT IS A STEEL MAST, 220 FEET HIGH, PAINTED
 ME2575'IN ALTERNATE SECTIONS, WHITE AND
 ME2575'INTERNATIONAL ORANGE.  THERE ARE 2 CONE SHAPED MICRO-WAVE RELAYS
 ME2575'LOCATED ATOP THE MAST.  THE POINT
 ME2575'OBSERVED ON WAS THE CENTER OF THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2577 ***********************************************************************
 ME2577  DESIGNATION -  ST JOHN ST JOHNS CATH CH
 ME2577  PID         -  ME2577
 ME2577  STATE/COUNTY-  IN/LAKE
 ME2577  COUNTRY     -  US
 ME2577  USGS QUAD   -  SAINT JOHN (2019)
 ME2577
 ME2577                         *CURRENT SURVEY CONTROL
 ME2577  ______________________________________________________________________
 ME2577* NAD 83(1997) POSITION- 41 26 57.65991(N) 087 28 14.97819(W)   ADJUSTED
 ME2577  ______________________________________________________________________
 ME2577  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 ME2577  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 ME2577  HORZ ORDER      -  THIRD
 ME2577
 ME2577.The horizontal coordinates were established by classical geodetic methods
 ME2577.and adjusted by the National Geodetic Survey in May 1999.
 ME2577
 ME2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2577.GEOID18 height accuracy estimate available here.
 ME2577
 ME2577.Click photographs - Photos may exist for this station.
 ME2577
 ME2577.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2577
 ME2577. The following values were computed from the NAD 83(1997) position.
 ME2577
 ME2577;                    North         East     Units Scale Factor Converg.
 ME2577;SPC IN W     -   688,533.034   867,621.592   MT  0.99997956   -0 15 23.4
 ME2577;SPC IN W     - 2,258,962.13  2,846,521.84   sFT  0.99997956   -0 15 23.4
 ME2577;UTM  16      - 4,588,748.088   460,672.793   MT  0.99961903   -0 18 42.0
 ME2577
 ME2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6067288748(NAD 83)
 ME2577
 ME2577                          SUPERSEDED SURVEY CONTROL
 ME2577
 ME2577  NAD 83(1986)-  41 26 57.66512(N)    087 28 14.98501(W) AD(       ) 3
 ME2577  NAD 27      -  41 26 57.53500(N)    087 28 14.84600(W) AD(       ) 3
 ME2577
 ME2577.Superseded values are not recommended for survey control.
 ME2577
 ME2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2577.See file dsdata.pdf to determine how the superseded data were derived.
 ME2577
 ME2577_MARKER: 75 = BELFRY
 ME2577
 ME2577  HISTORY     - Date     Condition        Report By
 ME2577  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2577
 ME2577                          STATION DESCRIPTION
 ME2577
 ME2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2577'THE BASE OF THE CROSS AT THE APEX OF THE ROOF OF THE BELFRY
 ME2577'ATOP THE EAST SIDE
 ME2577'OF ST. JOHNS CATHOLIC CHURCH ON THE WEST SIDE OF U.S. HIGHWAY 41
 ME2577'IN ST. JOHN.  IT IS A TAN BRICK
 ME2577'STRUCTURE ABOUT 85 FEET HIGH WITH A DOMED RED TILE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1988 ***********************************************************************
 LA1988  DESIGNATION -  ST JOHNS LUTH CHURCH SPIRE
 LA1988  PID         -  LA1988
 LA1988  STATE/COUNTY-  IN/ADAMS
 LA1988  COUNTRY     -  US
 LA1988  USGS QUAD   -  POE (2019)
 LA1988
 LA1988                         *CURRENT SURVEY CONTROL
 LA1988  ______________________________________________________________________
 LA1988* NAD 83(1997) POSITION- 40 54 44.07691(N) 085 00 22.23337(W)   ADJUSTED
 LA1988  ______________________________________________________________________
 LA1988  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 LA1988  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 LA1988  HORZ ORDER      -  THIRD
 LA1988
 LA1988.The horizontal coordinates were established by classical geodetic methods
 LA1988.and adjusted by the National Geodetic Survey in May 1999.
 LA1988
 LA1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1988.GEOID18 height accuracy estimate available here.
 LA1988
 LA1988.Click photographs - Photos may exist for this station.
 LA1988
 LA1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1988
 LA1988. The following values were computed from the NAD 83(1997) position.
 LA1988
 LA1988;                    North         East     Units Scale Factor Converg.
 LA1988;SPC IN E     -   629,022.945   155,642.473   MT  1.00000476   +0 25 57.2
 LA1988;SPC IN E     - 2,063,719.45    510,637.01   sFT  1.00000476   +0 25 57.2
 LA1988;UTM  16      - 4,530,929.086   667,910.753   MT  0.99994702   +1 18 21.8
 LA1988
 LA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6791030929(NAD 83)
 LA1988
 LA1988                          SUPERSEDED SURVEY CONTROL
 LA1988
 LA1988  NAD 83(1995)-  40 54 44.07665(N)    085 00 22.23591(W) AD(       ) 3
 LA1988  NAD 83(1986)-  40 54 44.07893(N)    085 00 22.24853(W) AD(       ) 3
 LA1988  NAD 27      -  40 54 43.89800(N)    085 00 22.36700(W) AD(       ) 3
 LA1988
 LA1988.Superseded values are not recommended for survey control.
 LA1988
 LA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1988.See file dsdata.pdf to determine how the superseded data were derived.
 LA1988
 LA1988_MARKER: 91 = CHURCH CROSS
 LA1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1988+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 LA1988
 LA1988  HISTORY     - Date     Condition        Report By
 LA1988  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA1988  HISTORY     - 1963     GOOD             CGS
 LA1988  HISTORY     - 20030703 GOOD             GEOCAC
 LA1988
 LA1988                          STATION DESCRIPTION
 LA1988
 LA1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1988'THE STATION IS ABOUT 6 MILES NORTHWEST OF DECATUR AND 3-1/2
 LA1988'MILES SOUTHEAST OF
 LA1988'HOAGLAND.  IT IS 100 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 LA1988'27 WHICH IS NOW UNDER CONSTRUCTION.
 LA1988'THE SPIRE IS LOCATED AT THE WEST END OF THE CHURCH
 LA1988'AND IT IS ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON
 LA1988'WAS THE BASE OF THE CROSS ON THE
 LA1988'TOP OF THE SPIRE.
 LA1988
 LA1988                          STATION RECOVERY (1963)
 LA1988
 LA1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1988'RECOVERED IN GOOD CONDITION ABOUT 7.1 MILES NWLY ALONG NOS. 27 AND
 LA1988'33 U.S. HWYS. FROM THEIR N ONE OF TWO JUNCTIONS WITH NO. 224
 LA1988'U. S. HWY. IN WERN PART OF DECATUR, CROSS ON TOP OF OCTAGONAL,
 LA1988'PYRAMIDAL, ESTIMATED 100-FOOT HIGH SPIRE AT THE W END OF CHURCH
 LA1988'BUILDING ABOUT 65 YARDS E OF CENTER OF OBLIQUE CROSSROADS
 LA1988'SIGNPOSTED AS BINGEN.  A CORNERSTONE AT THE NW CORNER OF THE CHURCH
 LA1988'BEARS THE INSCRIPTION ST. JOHANNES KIRCHE 1878.
 LA1988
 LA1988                          STATION RECOVERY (2003)
 LA1988
 LA1988'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA1988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1325 ***********************************************************************
 HZ1325  DESIGNATION -  ST JOSEPH
 HZ1325  PID         -  HZ1325
 HZ1325  STATE/COUNTY-  IN/FLOYD
 HZ1325  COUNTRY     -  US
 HZ1325  USGS QUAD   -  NEW ALBANY (2019)
 HZ1325
 HZ1325                         *CURRENT SURVEY CONTROL
 HZ1325  ______________________________________________________________________
 HZ1325* NAD 83(1986) POSITION- 38 19 55.     (N) 085 49 23.     (W)   SCALED
 HZ1325* NAVD 88 ORTHO HEIGHT -   152.335 (meters)      499.79  (feet) ADJUSTED
 HZ1325  ______________________________________________________________________
 HZ1325  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 HZ1325  DYNAMIC HEIGHT  -        152.232 (meters)      499.45  (feet) COMP
 HZ1325  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 HZ1325
 HZ1325  VERT ORDER      -  FIRST     CLASS II
 HZ1325
 HZ1325.The horizontal coordinates were scaled from a map and have
 HZ1325.an estimated accuracy of +/- 6 seconds.
 HZ1325
 HZ1325.The orthometric height was determined by differential leveling and
 HZ1325.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1325.in June 1991.
 HZ1325
 HZ1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1325.GEOID18 height accuracy estimate available here.
 HZ1325
 HZ1325.Click photographs - Photos may exist for this station.
 HZ1325
 HZ1325.The dynamic height is computed by dividing the NAVD 88
 HZ1325.geopotential number by the normal gravity value computed on the
 HZ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1325.degrees latitude (g = 980.6199 gals.).
 HZ1325
 HZ1325.The modeled gravity was interpolated from observed gravity values.
 HZ1325
 HZ1325;                    North         East    Units  Estimated Accuracy
 HZ1325;SPC IN E     -   342,350.       86,330.      MT  (+/- 180 meters Scaled)
 HZ1325
 HZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH028433(NAD 83)
 HZ1325
 HZ1325                          SUPERSEDED SURVEY CONTROL
 HZ1325
 HZ1325  NGVD 29 (??/??/92)  152.475  (m)          500.25   (f) ADJ UNCH    1 2
 HZ1325
 HZ1325.Superseded values are not recommended for survey control.
 HZ1325
 HZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1325.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1325
 HZ1325_MARKER: DB = BENCH MARK DISK
 HZ1325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1325_SP_SET: CULVERT HEADWALL
 HZ1325_STAMPING: ST JOSEPH 1935
 HZ1325_MARK LOGO: CGS
 HZ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1325+STABILITY: SURFACE MOTION
 HZ1325
 HZ1325  HISTORY     - Date     Condition        Report By
 HZ1325  HISTORY     - 1935     MONUMENTED       CGS
 HZ1325  HISTORY     - 1954     GOOD             CGS
 HZ1325  HISTORY     - 1963     GOOD             CGS
 HZ1325  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1325
 HZ1325                          STATION DESCRIPTION
 HZ1325
 HZ1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1325'3.2 MI N FROM NEW ALBANY.
 HZ1325'ABOUT 3.2 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 HZ1325'RAILWAY FROM THE STATION AT NEW ALBANY, ABOUT 0.3 MILE SOUTH OF
 HZ1325'MILE POST 314, AT A BLACK TOP ROAD CROSSING, IN THE TOP OF THE
 HZ1325'WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 30-INCH PIPE
 HZ1325'CULVERT UNDER BLACK TOP ROAD, 22.5 FEET WEST OF WEST RAIL, 16 1/2
 HZ1325'FEET SOUTH OF CENTER LINE OF ROAD AND ABOUT 3 FEET BELOW LEVEL OF
 HZ1325'TRACK.  NOTE-- HEAD WALL DOESNT APPEAR TO BE STABLE.
 HZ1325
 HZ1325                          STATION RECOVERY (1963)
 HZ1325
 HZ1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ1325'RECOVERED IN GOOD CONDITION.
 HZ1325
 HZ1325                          STATION RECOVERY (1979)
 HZ1325
 HZ1325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2154 ***********************************************************************
 LB2154  DESIGNATION -  ST JOSEPH
 LB2154  PID         -  LB2154
 LB2154  STATE/COUNTY-  IN/JASPER
 LB2154  COUNTRY     -  US
 LB2154  USGS QUAD   -  RENSSELAER (2019)
 LB2154
 LB2154                         *CURRENT SURVEY CONTROL
 LB2154  ______________________________________________________________________
 LB2154* NAD 83(1997) POSITION- 40 55 29.46897(N) 087 09 21.37577(W)   ADJUSTED
 LB2154* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 LB2154  ______________________________________________________________________
 LB2154  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 LB2154  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 LB2154  HORZ ORDER      -  SECOND
 LB2154
 LB2154.The horizontal coordinates were established by classical geodetic methods
 LB2154.and adjusted by the National Geodetic Survey in May 1999.
 LB2154
 LB2154.The orthometric height was scaled from a topographic map.
 LB2154
 LB2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2154.GEOID18 height accuracy estimate available here.
 LB2154
 LB2154.Click photographs - Photos may exist for this station.
 LB2154
 LB2154.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2154
 LB2154. The following values were computed from the NAD 83(1997) position.
 LB2154
 LB2154;                    North         East     Units Scale Factor Converg.
 LB2154;SPC IN W     -   630,215.643   893,884.688   MT  0.99996713   -0 02 51.2
 LB2154;SPC IN W     - 2,067,632.49  2,932,686.68   sFT  0.99996713   -0 02 51.2
 LB2154;UTM  16      - 4,530,426.734   486,870.513   MT  0.99960212   -0 06 07.7
 LB2154
 LB2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2154!SPC IN W     -   0.99997358  x   0.99996713  =   0.99994071
 LB2154!UTM  16      -   0.99997358  x   0.99960212  =   0.99957571
 LB2154
 LB2154:                Primary Azimuth Mark                     Grid Az
 LB2154:SPC IN W     -  ST JOSEPH AZ MK                          013 21 44.6
 LB2154:UTM  16      -  ST JOSEPH AZ MK                          013 25 01.1
 LB2154
 LB2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8687030426(NAD 83)
 LB2154
 LB2154|---------------------------------------------------------------------|
 LB2154| PID    Reference Object                     Distance      Geod. Az  |
 LB2154|                                                           dddmmss.s |
 LB2154| LB2150 RENSSELAER MUNICIPAL TANK           APPROX. 1.7 KM 0043607.6 |
 LB2154| CM4606 ST JOSEPH AZ MK                                    0131853.4 |
 LB2154| LB2155 RENSSELAER CO CTHSE CLOCKTOWER      APPROX. 1.3 KM 0190807.9 |
 LB2154| LB2156 RENSSELAER ST JOSEPH COLL TANK      APPROX. 0.6 KM 1952447.9 |
 LB2154| LB2153 RENSSELAER ST JOSEPH COLL STK       APPROX. 0.5 KM 2055650.8 |
 LB2154| CM4608 ST JOSEPH RM 2                        4.398 METERS 26036     |
 LB2154| LB2151 JASPER CO AIRPORT AIRWAY BCN        APPROX. 2.9 KM 3094920.4 |
 LB2154| CM4607 ST JOSEPH RM 1                       26.957 METERS 34713     |
 LB2154|---------------------------------------------------------------------|
 LB2154
 LB2154                          SUPERSEDED SURVEY CONTROL
 LB2154
 LB2154  NAD 83(1986)-  40 55 29.47446(N)    087 09 21.38556(W) AD(       ) 2
 LB2154  NAD 27      -  40 55 29.33620(N)    087 09 21.30260(W) AD(       ) 2
 LB2154
 LB2154.Superseded values are not recommended for survey control.
 LB2154
 LB2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2154.See file dsdata.pdf to determine how the superseded data were derived.
 LB2154
 LB2154_MARKER: DS = TRIANGULATION STATION DISK
 LB2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2154_STAMPING: ST JOSEPH 1947
 LB2154_MARK LOGO: CGS
 LB2154_PROJECTION: FLUSH
 LB2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2154+STABILITY: SURFACE MOTION
 LB2154
 LB2154  HISTORY     - Date     Condition        Report By
 LB2154  HISTORY     - 1947     MONUMENTED       CGS
 LB2154  HISTORY     - 20071110 GOOD             GEOCAC
 LB2154  HISTORY     - 20080808 GOOD             GEOCAC
 LB2154
 LB2154                          STATION DESCRIPTION
 LB2154
 LB2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2154'THE STATION IS LOCATED 1.0 MILE SOUTH OF RENSSELAER, ON THE NORTHEAST
 LB2154'CORNER OF THE COLLEGE GROUNDS.  IT IS 53 FEET WEST OF THE CENTER OF
 LB2154'STATE HIGHWAY 53, 10 FEET NORTHWEST OF A WHITE WITNESS POST AND THE
 LB2154'END OF A STEEL FENCE AND 9 FEET EAST OF THE EAST EDGE OF THE
 LB2154'CONCRETE WALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED ST JOSEPH
 LB2154'1947.
 LB2154'
 LB2154'REFERENCE MARK NO. 1 IS 88.44 FEET NORTH OF THE STATION.  IT IS 60
 LB2154'FEET WEST OF THE CENTER OF STATE HIGHWAY 53 AND 6 INCHES WEST OF THE
 LB2154'EAST EDGE OF THE CONCRETE WALK.  IT IS A STANDARD USC AND GS
 LB2154'REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE WALK
 LB2154'AND THE DISK IS STAMPED ST JOSEPH NO 1 1947.
 LB2154'
 LB2154'REFERENCE MARK NO. 2 IS 14.43 FEET WEST OF THE STATION.  IT IS 68
 LB2154'FEET WEST OF THE CENTER OF HIGHWAY 53 AND 6 INCHES WEST OF THE EAST
 LB2154'EDGE OF THE CONCRETE WALK. IT IS A STANDARD USC AND GS REFERENCE
 LB2154'MARK DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE WALK.  THE DISK
 LB2154'IS STAMPED ST JOSEPH NO 2 1947.
 LB2154'
 LB2154'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 0.05
 LB2154'MILE EAST OF STATE HIGHWAY 53, 21 FEET NORTH OF THE CENTER OF A
 LB2154'PAVED ROAD AND 3.6 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LB2154'PROJECTS 2 INCHES AND THE DISK IS STAMPED ST JOSEPH 1947.
 LB2154'
 LB2154'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 53 FOR
 LB2154'0.2 MILE TO A T-ROAD EAST, TURN RIGHT AND GO EAST 0.05 MILE TO THE
 LB2154'MARK ON THE LEFT.
 LB2154'
 LB2154'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2154
 LB2154                          STATION RECOVERY (2007)
 LB2154
 LB2154'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB2154'FOUND STATION, RM1, AND RM2.  NO AZ.
 LB2154
 LB2154                          STATION RECOVERY (2008)
 LB2154
 LB2154'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB2154'FOUND STATION, RM 1, AND RM 2
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2213 ***********************************************************************
 ME2213  DESIGNATION -  ST JOSEPH
 ME2213  PID         -  ME2213
 ME2213  STATE/COUNTY-  IN/ST JOSEPH
 ME2213  COUNTRY     -  US
 ME2213  USGS QUAD   -  SOUTH BEND EAST (2019)
 ME2213
 ME2213                         *CURRENT SURVEY CONTROL
 ME2213  ______________________________________________________________________
 ME2213* NAD 83(1997) POSITION- 41 43 23.56548(N) 086 10 41.59325(W)   ADJUSTED
 ME2213* NAVD 88 ORTHO HEIGHT -   239.33  (+/-2cm)      785.2   (feet) VERTCON3
 ME2213  ______________________________________________________________________
 ME2213  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 ME2213  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 ME2213  HORZ ORDER      -  THIRD
 ME2213  VERT ORDER      -  THIRD ? (See Below)
 ME2213
 ME2213.The horizontal coordinates were established by classical geodetic methods
 ME2213.and adjusted by the National Geodetic Survey in May 1999.
 ME2213
 ME2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2213
 ME2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2213.GEOID18 height accuracy estimate available here.
 ME2213
 ME2213.The vertical order pertains to the NGVD 29 superseded value.
 ME2213
 ME2213.Click photographs - Photos may exist for this station.
 ME2213
 ME2213.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2213
 ME2213. The following values were computed from the NAD 83(1997) position.
 ME2213
 ME2213;                    North         East     Units Scale Factor Converg.
 ME2213;SPC IN E     -   719,002.631    57,435.570   MT  0.99998895   -0 20 25.7
 ME2213;SPC IN E     - 2,358,927.80    188,436.53   sFT  0.99998895   -0 20 25.7
 ME2213;UTM  16      - 4,619,371.826   568,352.244   MT  0.99965749   +0 32 49.0
 ME2213
 ME2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2213!SPC IN E     -   0.99996775  x   0.99998895  =   0.99995670
 ME2213!UTM  16      -   0.99996775  x   0.99965749  =   0.99962525
 ME2213
 ME2213:                Primary Azimuth Mark                     Grid Az
 ME2213:SPC IN E     -  MISHAWAKA MICROWAVE KSA 43 LT            189 40 03.4
 ME2213:UTM  16      -  MISHAWAKA MICROWAVE KSA 43 LT            188 46 48.7
 ME2213
 ME2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6835219371(NAD 83)
 ME2213
 ME2213|---------------------------------------------------------------------|
 ME2213| PID    Reference Object                     Distance      Geod. Az  |
 ME2213|                                                           dddmmss.s |
 ME2213| CM4610 ST JOSEPH RM 1                       23.832 METERS 03132     |
 ME2213| CM4609 ST JOSEPH AZ MK                                    1201043.4 |
 ME2213| CM4611 ST JOSEPH RM 2                       26.638 METERS 18649     |
 ME2213| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX.10.1 KM 1891937.7 |
 ME2213| CM4612 ST JOSEPH RM 3                        8.269 METERS 20517     |
 ME2213|---------------------------------------------------------------------|
 ME2213
 ME2213                          SUPERSEDED SURVEY CONTROL
 ME2213
 ME2213  NAD 83(1994)-  41 43 23.56526(N)    086 10 41.59639(W) AD(       ) 3
 ME2213  NAD 83(1986)-  41 43 23.56568(N)    086 10 41.59825(W) AD(       ) 3
 ME2213  NAD 27      -  41 43 23.38840(N)    086 10 41.57970(W) AD(       ) 3
 ME2213  NGVD 29             239.43   (m)          785.5    (f) LEVELING    3  
 ME2213
 ME2213.Superseded values are not recommended for survey control.
 ME2213
 ME2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2213.See file dsdata.pdf to determine how the superseded data were derived.
 ME2213
 ME2213_MARKER: DS = TRIANGULATION STATION DISK
 ME2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2213_STAMPING: ST JOSEPH 1952
 ME2213_MARK LOGO: CGS
 ME2213_PROJECTION: FLUSH
 ME2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2213+STABILITY: SURFACE MOTION
 ME2213
 ME2213  HISTORY     - Date     Condition        Report By
 ME2213  HISTORY     - 1952     MONUMENTED       CGS
 ME2213  HISTORY     - 1957     GOOD             CGS
 ME2213  HISTORY     - 1972     GOOD             LOCSUR
 ME2213  HISTORY     - 1975     GOOD             NGS
 ME2213  HISTORY     - 20060728 MARK NOT FOUND   ABCI
 ME2213  HISTORY     - 20061229 MARK NOT FOUND   INDIV
 ME2213
 ME2213                          STATION DESCRIPTION
 ME2213
 ME2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2213'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF SOUTH BEND AND 4
 ME2213'MILES NORTH OF MISHAWAKA ON ROAD RIGHT OF WAY.
 ME2213'
 ME2213'IT IS 282 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 23 AND
 ME2213'GRAVEL CROSSROAD, 70 FEET SOUTH OF THE EAST ENTRANCE TO THE ST. JOSEPH
 ME2213'VALLEY MEMORIAL PARK, 29 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 23
 ME2213'FEET SOUTHEAST OF A LARGE CONCRETE CORNER FENCE POST AND 11 FEET EAST
 ME2213'OF AN IRON FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2213'DISK IS STAMPED ST JOSEPH 1952.
 ME2213'
 ME2213'REFERENCE MARK NO. 1 IS 53 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND
 ME2213'12 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND
 ME2213'THE DISK IS STAMPED ST JOSEPH NO 1 1952.
 ME2213'
 ME2213'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 ME2213'18 FEET NORTH OF A LARGE CONCRETE POST AND 1 FOOT EAST OF AN IRON
 ME2213'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ST JOSEPH NO 2 1952.
 ME2213'
 ME2213'AZIMUTH MARK IS 16 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 ME2213'SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A POWER LINE POLE AND WHITE
 ME2213'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ST
 ME2213'JOSEPH 1952.
 ME2213'
 ME2213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 20 IN
 ME2213'SOUTH BEND, GO EAST ON U.S.  HIGHWAY 20 FOR 0.35 MILE TO THE JUNCTION
 ME2213'OF STATE HIGHWAY 23, TURN LEFT AND GO NORTH ON STATE HIGHWAY 23 FOR
 ME2213'4.85 MILES TO THE EAST ENTRANCE OF THE ST. JOSEPH VALLEY MEMORIAL PARK
 ME2213'ON THE RIGHT AND GRAVEL CROSSROAD AND THE STATION AS DESCRIBED.
 ME2213'
 ME2213'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL ROAD FOR
 ME2213'0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME2213'
 ME2213'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME2213
 ME2213                          STATION RECOVERY (1957)
 ME2213
 ME2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2213'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2213'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ME2213
 ME2213                          STATION RECOVERY (1972)
 ME2213
 ME2213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (LHL)
 ME2213'RECOVERED BY CLYDE E WILLIAMS AND ASSOC.  ST. JOSEPH 1952 FOUND IN
 ME2213'GOOD CONDITION, OVERGROWN WITH SOD, DESCRIPTION ADEQUATE.  REF MARK
 ME2213'NO. 1 RECOVERED AS DESCRIBED.  AZ NOT FOUND.  SIGHT TO AZIMUTH MARK
 ME2213'OBSTRUCTED BY TREES.  DISTANCE AND DIRECTION FROM NEAREST TOWN - 4.5
 ME2213'MI. N.E. OF SOUTH BEND, IND.
 ME2213
 ME2213                          STATION RECOVERY (1975)
 ME2213
 ME2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2213'THE STATION MARK AND REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 ME2213'REFERENCE MARK 2 WAS FOUND LAYING ON ITS SIDE ABOUT 1 FOOT
 ME2213'UNDERGROUND.  THE DISK WAS SALVAGED AND REFERENCE MARK 3 WAS SET.  THE
 ME2213'AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS GONE.  THERE WAS NO
 ME2213'OBJECT THAT WAS VISIBLE TO SET ANOTHER AZIMUTH MARK FROM.  THE
 ME2213'DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW TO REACH FOLLOWS.
 ME2213'
 ME2213'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF THE CENTER OF SOUTH BEND
 ME2213'AND NEAR THE NORTHEAST ENTRANCE TO THE ST. JOSEPH VALLEY MEMORIAL
 ME2213'PARK.  IT IS 70 FEET EAST OF THE EAST ENTRANCE TO THE ST. JOSEPH
 ME2213'VALLEY MEMORIAL PARK, 29 FEET WEST OF THE CENTERLINE OF GUMWOOD ROAD,
 ME2213'23 FEET SOUTHEAST OF A LARGE CONCRETE CORNER FENCE POST, 13 FEET EAST
 ME2213'OF A WIRE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 ME2213'IS UNDERGROUND 2 INCHES AND THE DISK STAMPED ST JOSEPH 1952.
 ME2213'
 ME2213'REFERENCE MARK 1 IS 52 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND
 ME2213'12 FEET EAST OF THE CENTERLINE OF GUMWOOD ROAD.  THE MONUMENT IS FLUSH
 ME2213'AND THE DISK IS STAMPED ST JOSEPH NO 1 1952.
 ME2213'
 ME2213'REFERENCE MARK 3 IS 43 FEET SOUTH OF THE LARGE CONCRETE CORNER FENCE
 ME2213'POST, 41 FEET WEST OF THE CENTERLINE OF GUMWOOD ROAD, 1 FOOT NORTH OF
 ME2213'A METAL WITNESS POST AND 0.5 FOOT EAST OF THE WIRE FENCE.  THE MARK IS
 ME2213'A 3 FOOT PRE-CAST ALUMINUM TYPE AND THE DISK IS STAMPED ST JOSEPH 1952
 ME2213'NO 3 1975.
 ME2213'
 ME2213'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 ME2213'IRONWOOD ROAD AT THE NORTHEAST EDGE OF SOUTH BEND, GO EASTERLY ON
 ME2213'STATE HIGHWAY 23 FOR 2.8 MILES TO A CROSSROAD.  (GUMWOOD ROAD) TURN
 ME2213'RIGHT AND GO SOUTH ON GUMWOOD ROAD FOR 0.05 MILE TO THE STATION ON THE
 ME2213'RIGHT AS DESCRIBED.
 ME2213'
 ME2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 ME2213'N.E. OF SOUTH BEND.
 ME2213
 ME2213                          STATION RECOVERY (2006)
 ME2213
 ME2213'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2006 (SJK)
 ME2213'MARK NOT FOUND.
 ME2213
 ME2213                          STATION RECOVERY (2006)
 ME2213
 ME2213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME2213'CONCRETE CORNER POST REMAINS. MARK APPEARS TO HAVE BEEN REMOVED DURING
 ME2213'CONSTRUCTION. NORTH-SOUTH ROAD (NOW CALLED MAIN STREET) HAS BEEN
 ME2213'WIDENED SINCE PREVIOUS DESCRIPTION, AND UNDERGROUND UTILITIES
 ME2213'INSTALLED IN THE RIGHT-OF-WAY. LOCATION IS ALSO NEAR THE NORTH
 ME2213'ENTRANCE TO A MEDICAL GROUP'S FACILITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2482 ***********************************************************************
 LB2482  DESIGNATION -  ST JOSEPH
 LB2482  PID         -  LB2482
 LB2482  STATE/COUNTY-  IN/HOWARD
 LB2482  COUNTRY     -  US
 LB2482  USGS QUAD   -  KOKOMO WEST (2019)
 LB2482
 LB2482                         *CURRENT SURVEY CONTROL
 LB2482  ______________________________________________________________________
 LB2482* NAD 83(1997) POSITION- 40 29 13.96816(N) 086 09 27.10349(W)   ADJUSTED
 LB2482* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 LB2482  ______________________________________________________________________
 LB2482  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 LB2482  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 LB2482  HORZ ORDER      -  THIRD
 LB2482
 LB2482.The horizontal coordinates were established by classical geodetic methods
 LB2482.and adjusted by the National Geodetic Survey in May 1999.
 LB2482
 LB2482.The orthometric height was scaled from a topographic map.
 LB2482
 LB2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2482.GEOID18 height accuracy estimate available here.
 LB2482
 LB2482.Click photographs - Photos may exist for this station.
 LB2482
 LB2482.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2482
 LB2482. The following values were computed from the NAD 83(1997) position.
 LB2482
 LB2482;                    North         East     Units Scale Factor Converg.
 LB2482;SPC IN E     -   581,731.420    58,384.126   MT  0.99998798   -0 19 07.4
 LB2482;SPC IN E     - 1,908,563.83    191,548.59   sFT  0.99998798   -0 19 07.4
 LB2482;UTM  16      - 4,482,176.258   571,399.799   MT  0.99966275   +0 32 49.3
 LB2482
 LB2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2482!SPC IN E     -   0.99996683  x   0.99998798  =   0.99995481
 LB2482!UTM  16      -   0.99996683  x   0.99966275  =   0.99962959
 LB2482
 LB2482:                Primary Azimuth Mark                     Grid Az
 LB2482:SPC IN E     -  KOKOMO CITY POL KSA 935 MAST             106 07 05.4
 LB2482:UTM  16      -  KOKOMO CITY POL KSA 935 MAST             105 15 08.7
 LB2482
 LB2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7139982176(NAD 83)
 LB2482
 LB2482|---------------------------------------------------------------------|
 LB2482| PID    Reference Object                     Distance      Geod. Az  |
 LB2482|                                                           dddmmss.s |
 LB2482| CD1271 ST JOSEPH RM 1                       26.362 METERS 00443     |
 LB2482| CD1272 ST JOSEPH RM 2                       28.605 METERS 08122     |
 LB2482| CD1270 ST JOSEPH AZ MK                                    0935942.8 |
 LB2482| LB2488 KOKOMO CITY POL KSA 935 MAST        APPROX. 1.6 KM 1054758.0 |
 LB2482|---------------------------------------------------------------------|
 LB2482
 LB2482                          SUPERSEDED SURVEY CONTROL
 LB2482
 LB2482  NAD 83(1986)-  40 29 13.97301(N)    086 09 27.11503(W) AD(       ) 3
 LB2482  NAD 27      -  40 29 13.83540(N)    086 09 27.13290(W) AD(       ) 3
 LB2482
 LB2482.Superseded values are not recommended for survey control.
 LB2482
 LB2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2482.See file dsdata.pdf to determine how the superseded data were derived.
 LB2482
 LB2482_MARKER: DS = TRIANGULATION STATION DISK
 LB2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2482_STAMPING: ST JOSEPH 1954
 LB2482_MARK LOGO: CGS
 LB2482_PROJECTION: FLUSH
 LB2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2482+STABILITY: SURFACE MOTION
 LB2482
 LB2482  HISTORY     - Date     Condition        Report By
 LB2482  HISTORY     - 1954     MONUMENTED       CGS
 LB2482  HISTORY     - 1971     MARK NOT FOUND   NGS
 LB2482  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 LB2482
 LB2482                          STATION DESCRIPTION
 LB2482
 LB2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2482'STATION IS LOCATED ABOUT 1 MILE WEST OF THE CENTER OF KOKOMO, IN THE
 LB2482'NORTHWEST CORNER OF THE ST. JOSEPH HOSPITAL GROUNDS.  IT IS 49 FEET
 LB2482'EAST OF THE NORTHEAST CORNER OF A TWO STORY FRAME HOUSE, 53 FEET
 LB2482'SOUTH OF THE CENTER OF STATE HIGHWAY 22 (SYCAMORE ST.) AND 31 FEET
 LB2482'SOUTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LB2482'STAMPED ST JOSEPH 1954.
 LB2482'
 LB2482'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF SYCAMORE
 LB2482'STREET, 29 FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A WHITE
 LB2482'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2482'3 INCHES AND THE DISK IS STAMPED ST JOSEPH NO 1 1954.
 LB2482'
 LB2482'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF SYCAMORE
 LB2482'STREET AND 16 FEET EAST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 LB2482'THE DISK IS STAMPED ST JOSEPH NO 2 1954.
 LB2482'
 LB2482'AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 LB2482'SYCAMORE STREET AND BERKLY ROAD, 36 FEET SOUTH OF THE CENTER OF
 LB2482'SYCAMORE ST., 24 FEET EAST OF THE CENTER OF BERKLY ROAD AND 18 FEET
 LB2482'SOUTHWEST OF A FIRE HYDRANT.  THE MARK IS SET FLUSH AT THE WEST
 LB2482'EDGE OF A SIDEWALK AND THE DISK IS STAMPED ST JOSEPH 1954.
 LB2482'
 LB2482'TO REACH THE STATION FROM THE INTERSECTION OF SYCAMORE STREET (STATE
 LB2482'HIGHWAY 22) AND WASHINGTON STREET (U. S. HIGHWAY 31) IN KOKOMO, GO
 LB2482'WEST ON SYCAMORE STREET FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 LB2482'LEFT AS DESCRIBED, CONTINUE WEST ON SYCAMORE STREET FOR 0.1 MILE TO
 LB2482'THE STATION ON THE LEFT AS DESCRIBED.
 LB2482'
 LB2482'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2482
 LB2482                          STATION RECOVERY (1971)
 LB2482
 LB2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LB2482'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF
 LB2482'CONSTRUCTION AND WAS DESTROYED AT THE REQUEST OF THE CITY ENGINEER.
 LB2482'THE STATION SITE IS NOW A PAVED DRIVEWAY AND PARKING LOT AND THE
 LB2482'STATION MARK NOR REFERENCE MARKS COULD BE FOUND AFTER A LONG
 LB2482'SEARCH.  THIS STATION IS ASSUMED TO HAVE BEEN DESTROYED BY THE
 LB2482'PAVING AND GRADING.
 LB2482'
 LB2482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KOKOMO.
 LB2482
 LB2482                          STATION RECOVERY (1971)
 LB2482
 LB2482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CEL)
 LB2482'ST JOSEPH AZ MK IN GOOD CONDITION.
 LB2482'
 LB2482'PROPOSED RECONSTRUCTION AT THIS LOCATION WILL REQUIRE RESETTING OF
 LB2482'THIS MARK.  IF YOU HAVE QUESTIONS CONCERNING THIS MATTER, PLEASE
 LB2482'CONTACT THIS OFFICE.
 LB2482'
 LB2482'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KOKOMO, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1987 ***********************************************************************
 LA1987  DESIGNATION -  ST JOSEPH CATH CHURCH SPIRE
 LA1987  PID         -  LA1987
 LA1987  STATE/COUNTY-  IN/ALLEN
 LA1987  COUNTRY     -  US
 LA1987  USGS QUAD   -  POE (2019)
 LA1987
 LA1987                         *CURRENT SURVEY CONTROL
 LA1987  ______________________________________________________________________
 LA1987* NAD 83(1997) POSITION- 40 58 45.74417(N) 085 04 57.27925(W)   ADJUSTED
 LA1987  ______________________________________________________________________
 LA1987  GEOID HEIGHT    -        -33.223 (meters)                     GEOID18
 LA1987  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 LA1987  HORZ ORDER      -  THIRD
 LA1987
 LA1987.The horizontal coordinates were established by classical geodetic methods
 LA1987.and adjusted by the National Geodetic Survey in May 1999.
 LA1987
 LA1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1987.GEOID18 height accuracy estimate available here.
 LA1987
 LA1987.Click photographs - Photos may exist for this station.
 LA1987
 LA1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1987
 LA1987. The following values were computed from the NAD 83(1997) position.
 LA1987
 LA1987;                    North         East     Units Scale Factor Converg.
 LA1987;SPC IN E     -   636,431.925   149,156.244   MT  0.99999639   +0 22 59.0
 LA1987;SPC IN E     - 2,088,027.07    489,356.78   sFT  0.99999639   +0 22 59.0
 LA1987;UTM  16      - 4,538,237.767   661,312.697   MT  0.99992028   +1 15 27.7
 LA1987
 LA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6131238237(NAD 83)
 LA1987
 LA1987                          SUPERSEDED SURVEY CONTROL
 LA1987
 LA1987  NAD 83(1995)-  40 58 45.74476(N)    085 04 57.28351(W) AD(       ) 3
 LA1987  NAD 83(1986)-  40 58 45.74613(N)    085 04 57.29389(W) AD(       ) 3
 LA1987  NAD 27      -  40 58 45.57400(N)    085 04 57.40800(W) AD(       ) 3
 LA1987
 LA1987.Superseded values are not recommended for survey control.
 LA1987
 LA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1987.See file dsdata.pdf to determine how the superseded data were derived.
 LA1987
 LA1987_MARKER: 90 = CHURCH SPIRE
 LA1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1987+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 LA1987
 LA1987  HISTORY     - Date     Condition        Report By
 LA1987  HISTORY     - 1947     FIRST OBSERVED   CGS
 LA1987  HISTORY     - 1963     GOOD             CGS
 LA1987  HISTORY     - 20030704 GOOD             GEOCAC
 LA1987
 LA1987                          STATION DESCRIPTION
 LA1987
 LA1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1987'THE STATION IS LOCATED ABOUT 7.6 MILES SOUTHEAST OF FORT WAYNE AND IN
 LA1987'THE NORTHEAST EDGE OF
 LA1987'HESSEN CASTLE, ALONG U.S. HIGHWAYS 33 AND 27.  IT IS A GREEN SHINGLED
 LA1987'SPIRE ATOP OF A RED BRICK BUILDING,
 LA1987'AND ABOUT 80 FEET IN HEIGHT.  THE POINT OBSERVED ON
 LA1987'WAS THE BASE OF THE GOLD CROSS AT THE APEX OF THE
 LA1987'SPIRE.
 LA1987'
 LA1987'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 33 AND 27 AND
 LA1987'STATE HIGHWAYS 1 AND 3 IN THE
 LA1987'SOUTHEAST SECTION OF FORT WAYNE, GO SOUTHEAST ON HIGHWAYS 33 AND 27
 LA1987'FOR 6.0 MILES TO THE STATION ON THE
 LA1987'LEFT AS DESCRIBED.
 LA1987'
 LA1987'THIS IS AN INTERSECTION STATION.
 LA1987
 LA1987                          STATION RECOVERY (1963)
 LA1987
 LA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1987'RECOVERED IN GOOD CONDITION ABOUT 7-1/2 MILES AIR LINE SSE OF HEART
 LA1987'OF FORT WAYNE, AT NE EDGE OF THE COMMUNITY OF HESSEN CASTLE, ON
 LA1987'APPARENTLY HIGHEST HILL IN VICINITY, AN ESTIMATED 150 YARDS E OF
 LA1987'THE NOS. 27 AND 33 U. S. HIGHWAYS, A GOLD-COLORED CROSS ON TOP OF
 LA1987'AN OCTAGONAL, PYRAMIDAL SPIRE ON THE W END OF A BRICK CHURCH
 LA1987'BUILDING, AN ESTIMATED 100 FEET HIGH.  THERE ARE STONES IN THE W
 LA1987'WALL OF THE BUILDING BEARING DATES 1857 AND 1927.
 LA1987
 LA1987                          STATION RECOVERY (2003)
 LA1987
 LA1987'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA1987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1812 ***********************************************************************
 JA1812  DESIGNATION -  ST JOSEPHS CATH CH SPIRE
 JA1812  PID         -  JA1812
 JA1812  STATE/COUNTY-  IN/PERRY
 JA1812  COUNTRY     -  US
 JA1812  USGS QUAD   -  GATCHEL (2019)
 JA1812
 JA1812                         *CURRENT SURVEY CONTROL
 JA1812  ______________________________________________________________________
 JA1812* NAD 83(1997) POSITION- 38 05 09.05268(N) 086 41 16.99371(W)   ADJUSTED
 JA1812  ______________________________________________________________________
 JA1812  GEOID HEIGHT    -        -32.432 (meters)                     GEOID18
 JA1812  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 JA1812  HORZ ORDER      -  THIRD
 JA1812
 JA1812.The horizontal coordinates were established by classical geodetic methods
 JA1812.and adjusted by the National Geodetic Survey in May 1999.
 JA1812
 JA1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1812.GEOID18 height accuracy estimate available here.
 JA1812
 JA1812.Click photographs - Photos may exist for this station.
 JA1812
 JA1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1812
 JA1812. The following values were computed from the NAD 83(1997) position.
 JA1812
 JA1812;                    North         East     Units Scale Factor Converg.
 JA1812;SPC IN W     -   315,096.386   934,676.772   MT  0.99998147   +0 14 37.8
 JA1812;SPC IN W     - 1,033,778.73  3,066,518.71   sFT  0.99998147   +0 14 37.8
 JA1812;UTM  16      - 4,215,386.036   527,356.116   MT  0.99960922   +0 11 32.7
 JA1812
 JA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2735615386(NAD 83)
 JA1812
 JA1812                          SUPERSEDED SURVEY CONTROL
 JA1812
 JA1812  NAD 83(1993)-  38 05 09.05494(N)    086 41 16.99387(W) AD(       ) 3
 JA1812  NAD 83(1986)-  38 05 09.06007(N)    086 41 16.99706(W) AD(       ) 3
 JA1812  NAD 27      -  38 05 08.85000(N)    086 41 17.05000(W) AD(       ) 3
 JA1812
 JA1812.Superseded values are not recommended for survey control.
 JA1812
 JA1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1812.See file dsdata.pdf to determine how the superseded data were derived.
 JA1812
 JA1812_MARKER: 90 = CHURCH SPIRE
 JA1812
 JA1812  HISTORY     - Date     Condition        Report By
 JA1812  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1812
 JA1812                          STATION DESCRIPTION
 JA1812
 JA1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1812'THE STATION IS THE SPIRE OF THE CHURCH IS LOCATED ALONG A GRAVEL ROAD
 JA1812'ABOUT 5 MILES
 JA1812'SOUTH OF BISTOW AND IS A WHITE WOODEN BUILDING WITH A
 JA1812'SILVER COLORED TIN SPIRE ABOUT
 JA1812'50 FEET HIGH.
 JA1812'
 JA1812'TO REACH FROM THE STEEL BRIDGE IN BRISTOW, GO SOUTHERLY ON STATE
 JA1812'HIGHWAY 145 FOR 4.8
 JA1812'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.2 MILES TO
 JA1812'THE CHURCH ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3265 ***********************************************************************
 JZ3265  DESIGNATION -  ST LEON CATH CH STEEPLE
 JZ3265  PID         -  JZ3265
 JZ3265  STATE/COUNTY-  IN/DEARBORN
 JZ3265  COUNTRY     -  US
 JZ3265  USGS QUAD   -  CEDAR GROVE (2019)
 JZ3265
 JZ3265                         *CURRENT SURVEY CONTROL
 JZ3265  ______________________________________________________________________
 JZ3265* NAD 83(1997) POSITION- 39 17 31.87189(N) 084 57 26.70572(W)   ADJUSTED
 JZ3265  ______________________________________________________________________
 JZ3265  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 JZ3265  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 JZ3265  HORZ ORDER      -  THIRD
 JZ3265
 JZ3265.The horizontal coordinates were established by classical geodetic methods
 JZ3265.and adjusted by the National Geodetic Survey in May 1999.
 JZ3265
 JZ3265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3265.GEOID18 height accuracy estimate available here.
 JZ3265
 JZ3265.Click photographs - Photos may exist for this station.
 JZ3265
 JZ3265.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3265
 JZ3265. The following values were computed from the NAD 83(1997) position.
 JZ3265
 JZ3265;                    North         East     Units Scale Factor Converg.
 JZ3265;SPC IN E     -   449,173.089   161,184.420   MT  1.00001274   +0 26 57.0
 JZ3265;SPC IN E     - 1,473,662.04    528,819.22   sFT  1.00001274   +0 26 57.0
 JZ3265;SPC KY1Z     - 1,328,707.717 1,568,388.834   MT  1.00021100   +0 29 11.8
 JZ3265;SPC KY1Z     - 4,359,268.57  5,145,622.37   sFT  1.00021100   +0 29 11.8
 JZ3265;SPC KY N     -   199,174.954   438,968.329   MT  1.00006571   -0 26 24.2
 JZ3265;SPC KY N     -   653,459.83  1,440,181.93   sFT  1.00006571   -0 26 24.2
 JZ3265;UTM  16      - 4,351,190.504   676,148.455   MT  0.99998205   +1 17 37.9
 JZ3265
 JZ3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7614851190(NAD 83)
 JZ3265
 JZ3265                          SUPERSEDED SURVEY CONTROL
 JZ3265
 JZ3265  NAD 83(1995)-  39 17 31.87155(N)    084 57 26.70522(W) AD(       ) 3
 JZ3265  NAD 83(1993)-  39 17 31.87597(N)    084 57 26.71321(W) AD(       ) 3
 JZ3265  NAD 83(1986)-  39 17 31.87526(N)    084 57 26.71644(W) AD(       ) 3
 JZ3265  NAD 27      -  39 17 31.68500(N)    084 57 26.87400(W) AD(       ) 3
 JZ3265
 JZ3265.Superseded values are not recommended for survey control.
 JZ3265
 JZ3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3265.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3265
 JZ3265_MARKER: 90 = CHURCH SPIRE
 JZ3265
 JZ3265  HISTORY     - Date     Condition        Report By
 JZ3265  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3265  HISTORY     - 1940     GOOD             SCS
 JZ3265
 JZ3265                          STATION DESCRIPTION
 JZ3265
 JZ3265'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 JZ3265'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1804 ***********************************************************************
 MD1804  DESIGNATION -  ST LOUIS CATH CHURCH SPIRE
 MD1804  PID         -  MD1804
 MD1804  STATE/COUNTY-  IN/ALLEN
 MD1804  COUNTRY     -  US
 MD1804  USGS QUAD   -  MAPLES (2019)
 MD1804
 MD1804                         *CURRENT SURVEY CONTROL
 MD1804  ______________________________________________________________________
 MD1804* NAD 83(1997) POSITION- 41 03 02.36679(N) 084 56 15.81126(W)   ADJUSTED
 MD1804  ______________________________________________________________________
 MD1804  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 MD1804  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 MD1804  HORZ ORDER      -  THIRD
 MD1804
 MD1804.The horizontal coordinates were established by classical geodetic methods
 MD1804.and adjusted by the National Geodetic Survey in May 1999.
 MD1804
 MD1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1804.GEOID18 height accuracy estimate available here.
 MD1804
 MD1804.Click photographs - Photos may exist for this station.
 MD1804
 MD1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1804
 MD1804. The following values were computed from the NAD 83(1997) position.
 MD1804
 MD1804;                    North         East     Units Scale Factor Converg.
 MD1804;SPC IN E     -   644,439.753   161,280.821   MT  1.00001287   +0 28 43.4
 MD1804;SPC IN E     - 2,114,299.42    529,135.49   sFT  1.00001287   +0 28 43.4
 MD1804;UTM  16      - 4,546,429.391   673,312.814   MT  0.99996970   +1 21 16.9
 MD1804
 MD1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7331246429(NAD 83)
 MD1804
 MD1804                          SUPERSEDED SURVEY CONTROL
 MD1804
 MD1804  NAD 83(1995)-  41 03 02.36730(N)    084 56 15.81295(W) AD(       ) 3
 MD1804  NAD 83(1986)-  41 03 02.36841(N)    084 56 15.82649(W) AD(       ) 3
 MD1804  NAD 27      -  41 03 02.19400(N)    084 56 15.94400(W) AD(       ) 3
 MD1804
 MD1804.Superseded values are not recommended for survey control.
 MD1804
 MD1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1804.See file dsdata.pdf to determine how the superseded data were derived.
 MD1804
 MD1804_MARKER: 91 = CHURCH CROSS
 MD1804
 MD1804  HISTORY     - Date     Condition        Report By
 MD1804  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1804  HISTORY     - 1960     GOOD             CGS
 MD1804
 MD1804                          STATION DESCRIPTION
 MD1804
 MD1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1804'THIS IS AN INTERSECTION STATION.
 MD1804'
 MD1804'STATION IS LOCATED 5.6 MILES SOUTHEAST OF THE JUNCTION OF U.S.
 MD1804'HIGHWAYS 24 AND 30 AND
 MD1804'STATE HIGHWAY 14 IN NEW HAVEN AND ON THE NORTHEAST SIDE OF U.S.
 MD1804'HIGHWAY 30.  IT IS A GREY SLATE SPIRE ATOP
 MD1804'A CEMENT BLOCK CHURCH AND ABOUT 100 FEET HIGH.  THE POINT OBSERVED
 MD1804'ON WAS THE GOLD CROSS ON TOP OF THE SPIRE.
 MD1804
 MD1804                          STATION RECOVERY (1960)
 MD1804
 MD1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1804'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1814 ***********************************************************************
 JA1814  DESIGNATION -  ST MARCUS CATH CHURCH SPIRE
 JA1814  PID         -  JA1814
 JA1814  STATE/COUNTY-  IN/PERRY
 JA1814  COUNTRY     -  US
 JA1814  USGS QUAD   -  GATCHEL (2019)
 JA1814
 JA1814                         *CURRENT SURVEY CONTROL
 JA1814  ______________________________________________________________________
 JA1814* NAD 83(1997) POSITION- 38 01 16.17595(N) 086 42 31.46048(W)   ADJUSTED
 JA1814  ______________________________________________________________________
 JA1814  GEOID HEIGHT    -        -32.241 (meters)                     GEOID18
 JA1814  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 JA1814  HORZ ORDER      -  THIRD
 JA1814
 JA1814.The horizontal coordinates were established by classical geodetic methods
 JA1814.and adjusted by the National Geodetic Survey in May 1999.
 JA1814
 JA1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1814.GEOID18 height accuracy estimate available here.
 JA1814
 JA1814.Click photographs - Photos may exist for this station.
 JA1814
 JA1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1814
 JA1814. The following values were computed from the NAD 83(1997) position.
 JA1814
 JA1814;                    North         East     Units Scale Factor Converg.
 JA1814;SPC IN W     -   307,908.864   932,891.045   MT  0.99997999   +0 13 50.6
 JA1814;SPC IN W     - 1,010,197.66  3,060,660.04   sFT  0.99997999   +0 13 50.6
 JA1814;UTM  16      - 4,208,202.792   525,564.613   MT  0.99960805   +0 10 45.9
 JA1814
 JA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2556408202(NAD 83)
 JA1814
 JA1814                          SUPERSEDED SURVEY CONTROL
 JA1814
 JA1814  NAD 83(1993)-  38 01 16.17678(N)    086 42 31.46118(W) AD(       ) 3
 JA1814  NAD 83(1986)-  38 01 16.18300(N)    086 42 31.46397(W) AD(       ) 3
 JA1814  NAD 27      -  38 01 15.97800(N)    086 42 31.51100(W) AD(       ) 3
 JA1814
 JA1814.Superseded values are not recommended for survey control.
 JA1814
 JA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1814.See file dsdata.pdf to determine how the superseded data were derived.
 JA1814
 JA1814_MARKER: 90 = CHURCH SPIRE
 JA1814
 JA1814  HISTORY     - Date     Condition        Report By
 JA1814  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1814
 JA1814                          STATION DESCRIPTION
 JA1814
 JA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1814'THE STATION IS THE WOODEN CROSS ON THE SPIRE OF THE ST MARCUS
 JA1814'CATHOLIC CHURCH ABOUT 9
 JA1814'MILES NORTH OF TELL CITY ON STATE ROUTE NO 145.  THE CHURCH
 JA1814'IS BUILT OF STONES HAD HAS
 JA1814'A SLATE COVERED SPIRE.  IT IS APPROXIMATE
 JA1814'70 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1777 ***********************************************************************
 KA1777  DESIGNATION -  ST MARYS
 KA1777  PID         -  KA1777
 KA1777  STATE/COUNTY-  IN/VIGO
 KA1777  COUNTRY     -  US
 KA1777  USGS QUAD   -  NEW GOSHEN (2019)
 KA1777
 KA1777                         *CURRENT SURVEY CONTROL
 KA1777  ______________________________________________________________________
 KA1777* NAD 83(1997) POSITION- 39 30 43.00163(N) 087 27 36.95186(W)   ADJUSTED
 KA1777* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 KA1777  ______________________________________________________________________
 KA1777  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 KA1777  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 KA1777  HORZ ORDER      -  SECOND
 KA1777
 KA1777.The horizontal coordinates were established by classical geodetic methods
 KA1777.and adjusted by the National Geodetic Survey in May 1999.
 KA1777
 KA1777.The orthometric height was scaled from a topographic map.
 KA1777
 KA1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1777.GEOID18 height accuracy estimate available here.
 KA1777
 KA1777.Click photographs - Photos may exist for this station.
 KA1777
 KA1777.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1777
 KA1777. The following values were computed from the NAD 83(1997) position.
 KA1777
 KA1777;                    North         East     Units Scale Factor Converg.
 KA1777;SPC IN W     -   473,398.548   867,585.455   MT  0.99997960   -0 14 23.4
 KA1777;SPC IN W     - 1,553,141.74  2,846,403.28   sFT  0.99997960   -0 14 23.4
 KA1777;UTM  16      - 4,373,691.274   460,433.613   MT  0.99961927   -0 17 34.2
 KA1777
 KA1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1777!SPC IN W     -   0.99997673  x   0.99997960  =   0.99995633
 KA1777!UTM  16      -   0.99997673  x   0.99961927  =   0.99959601
 KA1777
 KA1777:                Primary Azimuth Mark                     Grid Az
 KA1777:SPC IN W     -  FERREL RESET                             258 12 22.8
 KA1777:UTM  16      -  FERREL RESET                             258 15 33.6
 KA1777
 KA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6043373691(NAD 83)
 KA1777
 KA1777|---------------------------------------------------------------------|
 KA1777| PID    Reference Object                     Distance      Geod. Az  |
 KA1777|                                                           dddmmss.s |
 KA1777| CM4613 ST MARYS AZ MK                                     0112612.1 |
 KA1777| CM4614 ST MARYS RM 1                        27.813 METERS 03036     |
 KA1777| KA1776 ST MARYS OF WOODS COL TREAT TK       25.553 METERS 04604     |
 KA1777| KA1774 ST MARYS OF WOODS COLL SPIRE        146.662 METERS 19838     |
 KA1777| AA7439 FERREL RESET                        APPROX. 9.5 KM 2575759.4 |
 KA1777| CM4615 ST MARYS RM 2                        31.928 METERS 26838     |
 KA1777| KA1773 ST MARYS OF WOODS COLLEGE TANK      332.130 METERS 32131     |
 KA1777|---------------------------------------------------------------------|
 KA1777
 KA1777                          SUPERSEDED SURVEY CONTROL
 KA1777
 KA1777  NAD 83(1986)-  39 30 43.00832(N)    087 27 36.94358(W) AD(       ) 2
 KA1777  NAD 27      -  39 30 42.88190(N)    087 27 36.86870(W) AD(       ) 2
 KA1777
 KA1777.Superseded values are not recommended for survey control.
 KA1777
 KA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1777.See file dsdata.pdf to determine how the superseded data were derived.
 KA1777
 KA1777_MARKER: DS = TRIANGULATION STATION DISK
 KA1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1777_STAMPING: ST MARYS 1947
 KA1777_MARK LOGO: CGS
 KA1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1777+STABILITY: SURFACE MOTION
 KA1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1777+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 KA1777
 KA1777  HISTORY     - Date     Condition        Report By
 KA1777  HISTORY     - 1947     MONUMENTED       CGS
 KA1777  HISTORY     - 20051230 GOOD             GEOCAC
 KA1777
 KA1777                          STATION DESCRIPTION
 KA1777
 KA1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1777'THE STATION IS LOCATED ON GROUNDS OF THE ST. MARYS OF THE WOODS
 KA1777'COLLEGE, WHICH IS ABOUT 3 MILES NORTH OF WEST TERRE HAUTE. IT IS
 KA1777'83.82 FEET SOUTH-SOUTHWEST OF THE COLLEGE TREATED WATER TANK, 44 FEET
 KA1777'NORTH OF THE CHIEF ENGINEERS OFFICE BUILDING, AND 23 FEET
 KA1777'WEST OF THE COLLEGE BOILER HOUSE. THE MARK PROJECTS 5 INCHES, AND THE
 KA1777'DISK IS STAMPED ST MARYS 1947.
 KA1777'
 KA1777'REFERENCE MARK NO. 1 IS 91.25 FEET NORTH-NORTHEAST OF THE STATION,
 KA1777'SET IN THE CONCRETE IN THE BASE OF THE SOUTHWEST LEG OF THE
 KA1777'TREATED WATER TANK. THE MARK IS FLUSH WITH THE CONCRETE, AND THE DISK
 KA1777'IS STAMPED ST MARYS NO 1 1947.
 KA1777'
 KA1777'REFERENCE MARK NO. 2 IS 104.75 FEET WEST OF THE STATION, 111 FEET
 KA1777'EAST OF THE NORTHEAST CORNER OF THE COLLEGE GYMNASIUM, 79
 KA1777'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHIEF ENGINEERS OFFICE
 KA1777'BUILDING, AND 47 FEET NORTH OF A CONCRETE WALK. THE MARK IS FLUSH
 KA1777'WITH THE GROUND, AND THE DISK IS STAMPED ST MARYS NO 2 1947.
 KA1777'
 KA1777'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE STATION IN
 KA1777'THE EASTERN EDGE OF AN APPLE ORCHARD, 47 FEET NORTH OF A
 KA1777'CINDERED ROAD, AND 4 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 4
 KA1777'INCHES, AND THE DISK IS STAMPED ST MARYS 1947.
 KA1777'
 KA1777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 150 IN
 KA1777'WEST TERRE HAUTE, GO NORTH ON HIGHWAY 150 FOR 2.7 MILES TO A
 KA1777'BRICKED SIDE ROAD LEFT, HERE TURN LEFT AND GO 0.65 MILE TO THE
 KA1777'COLLEGE SERVICE ENTRANCE ON THE RIGHT, TURN RIGHT AND GO 0.25
 KA1777'MILE TO A GREEN HOUSE, KEEPING ON THE EASTERN SIDE OF THE GREEN HOUSE
 KA1777'AND CROSSING A CONCRETE BRIDGE GO 0.15 MILE TO A BLACK TOP ROAD
 KA1777'LEFT, HERE TURN LEFT AND FOLLOW THE BLACK TOP ROAD FOR 0.2 MILE TO A
 KA1777'NARROW GAUGE RAIL ROAD TRACK, HERE TURN LEFT AND GO 0.1 MILE TO
 KA1777'THE STATION ON THE LEFT AS DESCRIBED.
 KA1777'
 KA1777'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED NARROW GAUGE RAIL
 KA1777'ROAD TRACK, GO NORTH ON A CINDERED ROAD FOR 0.15 MILE TO A FORK IN
 KA1777'THE ROAD, TAKE THE LEFT FORK AND GO 0.05 MILE TO A GATE ON THE RIGHT
 KA1777'LEADING TO THE APPLE ORCHARD, TURN RIGHT AND FOLLOW THE CINDERED
 KA1777'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KA1777'
 KA1777'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1777
 KA1777                          STATION RECOVERY (2005)
 KA1777
 KA1777'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1777'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS 2 FT. BELOW
 KA1777'GROUND, UNDER AN ACCESS PLATE.  RM 1 WAS CONFIRMED DESTROYED BY THE
 KA1777'ENGINEER'S OFFICE IN 2004.  RM 2 WAS FOUND IN GOOD CONDITION, 2.5 FT.
 KA1777'BELOW GROUND UNDER AN ACCESS PLATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1774 ***********************************************************************
 KA1774  DESIGNATION -  ST MARYS OF WOODS COLL SPIRE
 KA1774  PID         -  KA1774
 KA1774  STATE/COUNTY-  IN/VIGO
 KA1774  COUNTRY     -  US
 KA1774  USGS QUAD   -  NEW GOSHEN (2019)
 KA1774
 KA1774                         *CURRENT SURVEY CONTROL
 KA1774  ______________________________________________________________________
 KA1774* NAD 83(1997) POSITION- 39 30 38.49544(N) 087 27 38.91366(W)   ADJUSTED
 KA1774  ______________________________________________________________________
 KA1774  GEOID HEIGHT    -        -32.632 (meters)                     GEOID18
 KA1774  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 KA1774  HORZ ORDER      -  THIRD
 KA1774
 KA1774.The horizontal coordinates were established by classical geodetic methods
 KA1774.and adjusted by the National Geodetic Survey in May 1999.
 KA1774
 KA1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1774.GEOID18 height accuracy estimate available here.
 KA1774
 KA1774.Click photographs - Photos may exist for this station.
 KA1774
 KA1774.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1774
 KA1774. The following values were computed from the NAD 83(1997) position.
 KA1774
 KA1774;                    North         East     Units Scale Factor Converg.
 KA1774;SPC IN W     -   473,259.776   867,538.010   MT  0.99997964   -0 14 24.6
 KA1774;SPC IN W     - 1,552,686.45  2,846,247.62   sFT  0.99997964   -0 14 24.6
 KA1774;UTM  16      - 4,373,552.596   460,386.056   MT  0.99961932   -0 17 35.5
 KA1774
 KA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6038673552(NAD 83)
 KA1774
 KA1774                          SUPERSEDED SURVEY CONTROL
 KA1774
 KA1774  NAD 83(1986)-  39 30 38.50227(N)    087 27 38.90518(W) AD(       ) 3
 KA1774  NAD 27      -  39 30 38.37600(N)    087 27 38.83000(W) AD(       ) 3
 KA1774
 KA1774.Superseded values are not recommended for survey control.
 KA1774
 KA1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1774.See file dsdata.pdf to determine how the superseded data were derived.
 KA1774
 KA1774_MARKER: 89 = SPIRE
 KA1774
 KA1774  HISTORY     - Date     Condition        Report By
 KA1774  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1774  HISTORY     - 20051230 GOOD             GEOCAC
 KA1774
 KA1774                          STATION DESCRIPTION
 KA1774
 KA1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1774'THIS IS AN INTERSECTION STATION.
 KA1774'
 KA1774'THE STATION IS LOCATED ON GROUNDS OF THE ST. MARYS OF THE WOODS
 KA1774'COLL., WHICH IS ABOUT 3 MILES NORTH OF WEST TERRE HAUTE. THE
 KA1774'BUILDING IS BUILT OF STONE, AND THE SPIRE IS OF CONCRETE.
 KA1774'
 KA1774'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
 KA1774
 KA1774                          STATION RECOVERY (2005)
 KA1774
 KA1774'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1827 ***********************************************************************
 JA1827  DESIGNATION -  ST MEINRAD ABBEY NORTH SPIRE
 JA1827  PID         -  JA1827
 JA1827  STATE/COUNTY-  IN/SPENCER
 JA1827  COUNTRY     -  US
 JA1827  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1827
 JA1827                         *CURRENT SURVEY CONTROL
 JA1827  ______________________________________________________________________
 JA1827* NAD 83(1997) POSITION- 38 09 58.77250(N) 086 48 38.57071(W)   ADJUSTED
 JA1827  ______________________________________________________________________
 JA1827  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 JA1827  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 JA1827  HORZ ORDER      -  THIRD
 JA1827
 JA1827.The horizontal coordinates were established by classical geodetic methods
 JA1827.and adjusted by the National Geodetic Survey in May 1999.
 JA1827
 JA1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1827.GEOID18 height accuracy estimate available here.
 JA1827
 JA1827.Click photographs - Photos may exist for this station.
 JA1827
 JA1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1827
 JA1827. The following values were computed from the NAD 83(1997) position.
 JA1827
 JA1827;                    North         East     Units Scale Factor Converg.
 JA1827;SPC IN W     -   323,990.360   923,889.862   MT  0.99997369   +0 10 06.5
 JA1827;SPC IN W     - 1,062,958.37  3,031,128.66   sFT  0.99997369   +0 10 06.5
 JA1827;UTM  16      - 4,224,286.388   516,581.200   MT  0.99960339   +0 07 01.1
 JA1827
 JA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1658124286(NAD 83)
 JA1827
 JA1827                          SUPERSEDED SURVEY CONTROL
 JA1827
 JA1827  NAD 83(1993)-  38 09 58.77502(N)    086 48 38.57179(W) AD(       ) 3
 JA1827  NAD 83(1986)-  38 09 58.77985(N)    086 48 38.57403(W) AD(       ) 3
 JA1827  NAD 27      -  38 09 58.57700(N)    086 48 38.60700(W) AD(       ) 3
 JA1827
 JA1827.Superseded values are not recommended for survey control.
 JA1827
 JA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1827.See file dsdata.pdf to determine how the superseded data were derived.
 JA1827
 JA1827_MARKER: 90 = CHURCH SPIRE
 JA1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1827+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2011
 JA1827
 JA1827  HISTORY     - Date     Condition        Report By
 JA1827  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1827  HISTORY     - 20110324 GOOD             GEOCAC
 JA1827
 JA1827                          STATION DESCRIPTION
 JA1827
 JA1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1827'THE STATION IS THE NORTH SPIRE OF TWO ATOP THE CHURCH OF THE ABBEY.
 JA1827'THE CHURCH IS THE
 JA1827'NORTHERMOST BUILDING OF THE ABBEY AND IS OF BROWN
 JA1827'STONE CONSTRUCTION, IS BUILT IN
 JA1827'1902.  THE SPIRE IS GRAY IN COLOR AND
 JA1827'ABOUT 100 FEET HIGH.  THE ABBEY IS 0.3 MILE SOUTH
 JA1827'OF STATE HIGHWAY 62
 JA1827'AND THE TOWN OF ST MEINRAD.
 JA1827
 JA1827                          STATION RECOVERY (2011)
 JA1827
 JA1827'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1827'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1826 ***********************************************************************
 JA1826  DESIGNATION -  ST MEINRAD ABBEY PWRHSE STACK
 JA1826  PID         -  JA1826
 JA1826  STATE/COUNTY-  IN/SPENCER
 JA1826  COUNTRY     -  US
 JA1826  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1826
 JA1826                         *CURRENT SURVEY CONTROL
 JA1826  ______________________________________________________________________
 JA1826* NAD 83(1997) POSITION- 38 09 54.28927(N) 086 48 34.75230(W)   ADJUSTED
 JA1826  ______________________________________________________________________
 JA1826  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 JA1826  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 JA1826  HORZ ORDER      -  THIRD
 JA1826
 JA1826.The horizontal coordinates were established by classical geodetic methods
 JA1826.and adjusted by the National Geodetic Survey in May 1999.
 JA1826
 JA1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1826.GEOID18 height accuracy estimate available here.
 JA1826
 JA1826.Click photographs - Photos may exist for this station.
 JA1826
 JA1826.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1826
 JA1826. The following values were computed from the NAD 83(1997) position.
 JA1826
 JA1826;                    North         East     Units Scale Factor Converg.
 JA1826;SPC IN W     -   323,852.406   923,983.218   MT  0.99997375   +0 10 08.8
 JA1826;SPC IN W     - 1,062,505.77  3,031,434.94   sFT  0.99997375   +0 10 08.8
 JA1826;UTM  16      - 4,224,148.401   516,674.397   MT  0.99960342   +0 07 03.4
 JA1826
 JA1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1667424148(NAD 83)
 JA1826
 JA1826                          SUPERSEDED SURVEY CONTROL
 JA1826
 JA1826  NAD 83(1993)-  38 09 54.29177(N)    086 48 34.75370(W) AD(       ) 3
 JA1826  NAD 83(1986)-  38 09 54.29664(N)    086 48 34.75566(W) AD(       ) 3
 JA1826  NAD 27      -  38 09 54.09400(N)    086 48 34.78400(W) AD(       ) 3
 JA1826
 JA1826.Superseded values are not recommended for survey control.
 JA1826
 JA1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1826.See file dsdata.pdf to determine how the superseded data were derived.
 JA1826
 JA1826_MARKER: 63 = STACK
 JA1826
 JA1826  HISTORY     - Date     Condition        Report By
 JA1826  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1826
 JA1826                          STATION DESCRIPTION
 JA1826
 JA1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1826'THE STATION IS THE TOP OF THE STACK, WHICH IS LOCATED IN THE
 JA1826'SOUTHEAST PART OF
 JA1826'ST MEINRAD ABBEY, ABOUT 0.3 MILE SOUTH OF THE TOWN
 JA1826'OF ST MEINRAD.  THE STACK IS OF RED
 JA1826'BRICK AND IS 150 FEET HIGH.  IT
 JA1826'WAS BUILT IN 1936.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1829 ***********************************************************************
 JA1829  DESIGNATION -  ST MEINRAD ABBEY SOUTH SPIRE
 JA1829  PID         -  JA1829
 JA1829  STATE/COUNTY-  IN/SPENCER
 JA1829  COUNTRY     -  US
 JA1829  USGS QUAD   -  SAINT MEINRAD (2019)
 JA1829
 JA1829                         *CURRENT SURVEY CONTROL
 JA1829  ______________________________________________________________________
 JA1829* NAD 83(1997) POSITION- 38 09 58.29008(N) 086 48 38.29253(W)   ADJUSTED
 JA1829  ______________________________________________________________________
 JA1829  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 JA1829  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 JA1829  HORZ ORDER      -  THIRD
 JA1829
 JA1829.The horizontal coordinates were established by classical geodetic methods
 JA1829.and adjusted by the National Geodetic Survey in May 1999.
 JA1829
 JA1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1829.GEOID18 height accuracy estimate available here.
 JA1829
 JA1829.Click photographs - Photos may exist for this station.
 JA1829
 JA1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1829
 JA1829. The following values were computed from the NAD 83(1997) position.
 JA1829
 JA1829;                    North         East     Units Scale Factor Converg.
 JA1829;SPC IN W     -   323,975.506   923,896.678   MT  0.99997370   +0 10 06.6
 JA1829;SPC IN W     - 1,062,909.64  3,031,151.02   sFT  0.99997370   +0 10 06.6
 JA1829;UTM  16      - 4,224,271.533   516,587.999   MT  0.99960339   +0 07 01.3
 JA1829
 JA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1658724271(NAD 83)
 JA1829
 JA1829                          SUPERSEDED SURVEY CONTROL
 JA1829
 JA1829  NAD 83(1993)-  38 09 58.29258(N)    086 48 38.29363(W) AD(       ) 3
 JA1829  NAD 83(1986)-  38 09 58.29742(N)    086 48 38.29586(W) AD(       ) 3
 JA1829  NAD 27      -  38 09 58.09500(N)    086 48 38.32900(W) AD(       ) 3
 JA1829
 JA1829.Superseded values are not recommended for survey control.
 JA1829
 JA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1829.See file dsdata.pdf to determine how the superseded data were derived.
 JA1829
 JA1829_MARKER: 90 = CHURCH SPIRE
 JA1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1829+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2011
 JA1829
 JA1829  HISTORY     - Date     Condition        Report By
 JA1829  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1829  HISTORY     - 20110324 GOOD             GEOCAC
 JA1829
 JA1829                          STATION DESCRIPTION
 JA1829
 JA1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1829'THE STATION IS THE SOUTH SPIRE OF TWO ATOP THE CHURCH OF THE ABBEY.
 JA1829'THE CHURCH IS THE
 JA1829'NORTHERMOST BUILDING OF THE ABBEY AND IS OF BROWN
 JA1829'STONE CONSTRUCTION, BUILT IN 1902.
 JA1829'THE SPIRE IS GRAY IN COLOR AND
 JA1829'ABOUT 100 FEET HIGH.  THE ABBEY IS 0.3 MILE SOUTH OF
 JA1829'STATE HIGHWAY 62
 JA1829'AND THE TOWN OF ST MEINRAD.
 JA1829
 JA1829                          STATION RECOVERY (2011)
 JA1829
 JA1829'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1829'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1712 ***********************************************************************
 LB1712  DESIGNATION -  STA 716
 LB1712  PID         -  LB1712
 LB1712  STATE/COUNTY-  IN/TIPPECANOE
 LB1712  COUNTRY     -  US
 LB1712  USGS QUAD   -  OTTERBEIN (2019)
 LB1712
 LB1712                         *CURRENT SURVEY CONTROL
 LB1712  ______________________________________________________________________
 LB1712* NAD 83(1986) POSITION- 40 26 47.     (N) 087 05 32.     (W)   SCALED
 LB1712* NAVD 88 ORTHO HEIGHT -   208.973 (meters)      685.61  (feet) ADJUSTED
 LB1712  ______________________________________________________________________
 LB1712  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 LB1712  DYNAMIC HEIGHT  -        208.871 (meters)      685.27  (feet) COMP
 LB1712  MODELED GRAVITY -    980,131.1   (mgal)                       NAVD 88
 LB1712
 LB1712  VERT ORDER      -  SECOND    CLASS 0
 LB1712
 LB1712.The horizontal coordinates were scaled from a map and have
 LB1712.an estimated accuracy of +/- 6 seconds.
 LB1712
 LB1712.The orthometric height was determined by differential leveling and
 LB1712.adjusted by the NATIONAL GEODETIC SURVEY
 LB1712.in June 1991.
 LB1712
 LB1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1712.GEOID18 height accuracy estimate available here.
 LB1712
 LB1712.Click photographs - Photos may exist for this station.
 LB1712
 LB1712.The dynamic height is computed by dividing the NAVD 88
 LB1712.geopotential number by the normal gravity value computed on the
 LB1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1712.degrees latitude (g = 980.6199 gals.).
 LB1712
 LB1712.The modeled gravity was interpolated from observed gravity values.
 LB1712
 LB1712;                    North         East    Units  Estimated Accuracy
 LB1712;SPC IN W     -   577,080.      899,250.      MT  (+/- 180 meters Scaled)
 LB1712
 LB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK921773(NAD 83)
 LB1712
 LB1712                          SUPERSEDED SURVEY CONTROL
 LB1712
 LB1712  NGVD 29 (??/??/92)  209.05   (m)          685.9    (f) COMPUTED    2 0
 LB1712
 LB1712.Superseded values are not recommended for survey control.
 LB1712
 LB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1712.See file dsdata.pdf to determine how the superseded data were derived.
 LB1712
 LB1712_MARKER: DD = SURVEY DISK
 LB1712_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB1712_STAMPING: 716
 LB1712_MARK LOGO: CGS+SS
 LB1712_PROJECTION: FLUSH
 LB1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1712
 LB1712  HISTORY     - Date     Condition        Report By
 LB1712  HISTORY     - 1934     MONUMENTED       INGS
 LB1712  HISTORY     - 1946     GOOD             CGS
 LB1712
 LB1712                          STATION DESCRIPTION
 LB1712
 LB1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1712'3.2 MI NE FROM GREEN HILL.
 LB1712'ABOUT 2.45 MILES NORTH ALONG A GRAVEL ROAD LEADING PAST THE
 LB1712'ARMSTRONG CHURCH AND CEMETERY TO STATE HIGHWAY 26, FROM THE MASONIC
 LB1712'BUILDING AT GREEN HILL, THENCE ABOUT 0.8 MILE EAST ALONG STATE
 LB1712'HIGHWAY 26 TO A GRAVEL ROAD LEADING NORTH TO OTTERBEIN, ABOUT
 LB1712'2.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE NEW YORK, CHICAGO
 LB1712'AND ST. LOUIS RAILROAD STATION AT OTTERBEIN, 112 FEET NORTH OF THE
 LB1712'CENTER LINE OF HIGHWAY 26, 21 FEET EAST OF THE CENTER LINE OF THE
 LB1712'GRAVEL ROAD, 2.5 FEET NORTH OF AN IRON FENCE POST, 6 INCHES EAST
 LB1712'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LB1712'AND ABOUT 2 FEET ABOVE THE GRAVEL ROAD.  A STATE SURVEY STANDARD
 LB1712'DISK, STAMPED 716 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LB1712'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2507 ***********************************************************************
 LB2507  DESIGNATION -  STAKE
 LB2507  PID         -  LB2507
 LB2507  STATE/COUNTY-  IN/HAMILTON
 LB2507  COUNTRY     -  US
 LB2507  USGS QUAD   -  NOBLESVILLE (2019)
 LB2507
 LB2507                         *CURRENT SURVEY CONTROL
 LB2507  ______________________________________________________________________
 LB2507* NAD 83(1997) POSITION- 40 01 07.27670(N) 086 00 36.41041(W)   ADJUSTED
 LB2507* NAVD 88 ORTHO HEIGHT -   236.93  (+/-2cm)      777.3   (feet) VERTCON3
 LB2507  ______________________________________________________________________
 LB2507  GEOID HEIGHT    -        -34.072 (meters)                     GEOID18
 LB2507  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 LB2507  HORZ ORDER      -  SECOND
 LB2507  VERT ORDER      -  THIRD ? (See Below)
 LB2507
 LB2507.The horizontal coordinates were established by classical geodetic methods
 LB2507.and adjusted by the National Geodetic Survey in May 1999.
 LB2507
 LB2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2507
 LB2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2507.GEOID18 height accuracy estimate available here.
 LB2507
 LB2507.The vertical order pertains to the NGVD 29 superseded value.
 LB2507
 LB2507.Click photographs - Photos may exist for this station.
 LB2507
 LB2507.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2507
 LB2507. The following values were computed from the NAD 83(1997) position.
 LB2507
 LB2507;                    North         East     Units Scale Factor Converg.
 LB2507;SPC IN E     -   529,649.090    70,680.651   MT  0.99997724   -0 13 15.1
 LB2507;SPC IN E     - 1,737,690.39    231,891.44   sFT  0.99997724   -0 13 15.1
 LB2507;UTM  16      - 4,430,300.667   584,474.069   MT  0.99968785   +0 38 11.7
 LB2507
 LB2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2507!SPC IN E     -   0.99996818  x   0.99997724  =   0.99994542
 LB2507!UTM  16      -   0.99996818  x   0.99968785  =   0.99965604
 LB2507
 LB2507:                Primary Azimuth Mark                     Grid Az
 LB2507:SPC IN E     -  STUB                                     327 56 28.3
 LB2507:UTM  16      -  STUB                                     327 05 01.5
 LB2507
 LB2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8447430300(NAD 83)
 LB2507
 LB2507|---------------------------------------------------------------------|
 LB2507| PID    Reference Object                     Distance      Geod. Az  |
 LB2507|                                                           dddmmss.s |
 LB2507| LB2508 HARRISON                            333.951 METERS 16226     |
 LB2507| LB2506 STUB                                APPROX. 0.5 KM 3274313.2 |
 LB2507| CD1273 STAKE RM                              9.920 METERS 35733     |
 LB2507|---------------------------------------------------------------------|
 LB2507
 LB2507                          SUPERSEDED SURVEY CONTROL
 LB2507
 LB2507  NAD 83(1986)-  40 01 07.26685(N)    086 00 36.42892(W) AD(       ) 2
 LB2507  NAD 27      -  40 01 07.13900(N)    086 00 36.48700(W) AD(       ) 2
 LB2507  USSD        -  40 01 07.17500(N)    086 00 36.27200(W) AD(       ) 3
 LB2507  NGVD 29             237.06   (m)          777.8    (f) LEVELING    3  
 LB2507
 LB2507.Superseded values are not recommended for survey control.
 LB2507
 LB2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2507.See file dsdata.pdf to determine how the superseded data were derived.
 LB2507
 LB2507_MARKER: N = NAIL
 LB2507_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2507_SP_SET: STAKE
 LB2507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2507
 LB2507  HISTORY     - Date     Condition        Report By
 LB2507  HISTORY     - 1920     MONUMENTED       CGS
 LB2507  HISTORY     - 1934     MARK NOT FOUND   INGS
 LB2507
 LB2507                          STATION DESCRIPTION
 LB2507
 LB2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2507'ABOUT 1-1/4 MILES S OF NOBLESVILLE, ON THE E SIDE OF THE LAKE ERIE
 LB2507'AND WESTERN RAILROAD RIGHT-OF-WAY, 2.96 METERS (9.71 FEET) FROM THE
 LB2507'E AND NEAREST RAIL, ABOUT 270 YARDS S OF BRIDGE NO. 1245 1/2, AND AT
 LB2507'THE SECOND CURVE S OF NOBLESVILLE.  THE STATION IS MARKED BY A
 LB2507'NAIL IN THE TOP OF A 2- BY 4-INCH STAKE DRIVEN INTO THE GROUND.
 LB2507'THE REFERENCE MARK IS A NAIL IN THE TOP OF A 2- BY 4-INCH
 LB2507'STAKE ON THE E SIDE OF THE TRACK AND 9.920 METERS (32.55 FEET)
 LB2507'DISTANT FROM THE STATION N 02 DEG 27 MIN W.
 LB2507
 LB2507                          STATION RECOVERY (1934)
 LB2507
 LB2507'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2507'STATION SEARCHED FOR BUT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1994 ***********************************************************************
 JA1994  DESIGNATION -  STANLEY
 JA1994  PID         -  JA1994
 JA1994  STATE/COUNTY-  IN/WARRICK
 JA1994  COUNTRY     -  US
 JA1994  USGS QUAD   -  LYNNVILLE (2019)
 JA1994
 JA1994                         *CURRENT SURVEY CONTROL
 JA1994  ______________________________________________________________________
 JA1994* NAD 83(1997) POSITION- 38 09 27.46641(N) 087 17 28.47595(W)   ADJUSTED
 JA1994* NAVD 88 ORTHO HEIGHT -   162.14  (+/-2cm)      532.0   (feet) VERTCON3
 JA1994  ______________________________________________________________________
 JA1994  GEOID HEIGHT    -        -31.513 (meters)                     GEOID18
 JA1994  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 JA1994  HORZ ORDER      -  SECOND
 JA1994  VERT ORDER      -  THIRD ? (See Below)
 JA1994
 JA1994.The horizontal coordinates were established by classical geodetic methods
 JA1994.and adjusted by the National Geodetic Survey in May 1999.
 JA1994
 JA1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1994
 JA1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1994.GEOID18 height accuracy estimate available here.
 JA1994
 JA1994.The vertical order pertains to the NGVD 29 superseded value.
 JA1994
 JA1994.Click photographs - Photos may exist for this station.
 JA1994
 JA1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1994
 JA1994. The following values were computed from the NAD 83(1997) position.
 JA1994
 JA1994;                    North         East     Units Scale Factor Converg.
 JA1994;SPC IN W     -   323,010.430   881,778.509   MT  0.99997075   -0 07 42.4
 JA1994;SPC IN W     - 1,059,743.39  2,892,968.32   sFT  0.99997075   -0 07 42.4
 JA1994;UTM  16      - 4,223,344.648   474,484.418   MT  0.99960802   -0 10 47.8
 JA1994
 JA1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1994!SPC IN W     -   0.99997950  x   0.99997075  =   0.99995025
 JA1994!UTM  16      -   0.99997950  x   0.99960802  =   0.99958753
 JA1994
 JA1994:                Primary Azimuth Mark                     Grid Az
 JA1994:SPC IN W     -  STANLEY AZ MK                            011 03 18.1
 JA1994:UTM  16      -  STANLEY AZ MK                            011 06 23.5
 JA1994
 JA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7448423344(NAD 83)
 JA1994
 JA1994|---------------------------------------------------------------------|
 JA1994| PID    Reference Object                     Distance      Geod. Az  |
 JA1994|                                                           dddmmss.s |
 JA1994| CG9180 STANLEY AZ MK                                      0105535.7 |
 JA1994| CG9182 STANLEY RM 2                         46.543 METERS 02207     |
 JA1994| CG9181 STANLEY RM 1                         44.126 METERS 13559     |
 JA1994|---------------------------------------------------------------------|
 JA1994
 JA1994                          SUPERSEDED SURVEY CONTROL
 JA1994
 JA1994  NAD 83(1993)-  38 09 27.47023(N)    087 17 28.47600(W) AD(       ) 2
 JA1994  NAD 83(1986)-  38 09 27.47508(N)    087 17 28.47802(W) AD(       ) 2
 JA1994  NAD 27      -  38 09 27.30200(N)    087 17 28.45100(W) AD(       ) 2
 JA1994  NGVD 29             162.24   (m)          532.3    (f) LEVELING    3  
 JA1994
 JA1994.Superseded values are not recommended for survey control.
 JA1994
 JA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1994.See file dsdata.pdf to determine how the superseded data were derived.
 JA1994
 JA1994_MARKER: DS = TRIANGULATION STATION DISK
 JA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1994_STAMPING: STANLEY 1946
 JA1994_MARK LOGO: CGS
 JA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1994+STABILITY: SURFACE MOTION
 JA1994
 JA1994  HISTORY     - Date     Condition        Report By
 JA1994  HISTORY     - 1946     MONUMENTED       CGS
 JA1994
 JA1994                          STATION DESCRIPTION
 JA1994
 JA1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1994'THIS STATION IS ALONG STATE HIGHWAY 61, 2.9 MILES SOUTH FROM THE
 JA1994'JUNCTION OF STATE HIGHWAYS 68 AND 61 IN LYNNVILLE, ON THE HIGHEST
 JA1994'POINT OF AN OPEN FIELD.  THE STATION MARK IS 100 FEET SOUTHWEST OF THE
 JA1994'DRIVEWAY TO A HOUSE, 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 JA1994'6 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JA1994'THE DISK IS STAMPED STANLEY 1946.
 JA1994'
 JA1994'REFERENCE MARK NO 1 IS 144.77 FEET SOUTHEAST OF THE STATION, 36 FEET
 JA1994'EAST OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET SOUTHEAST OF A POWER
 JA1994'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED STANLEY NO 1
 JA1994'1946.
 JA1994'
 JA1994'REFERENCE MARK NO 2 IS 152.70 FEET NORTHEAST OF THE STATION, 30 FEET
 JA1994'EAST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET SOUTH OF A POWER
 JA1994'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STMAPED STANLEY NO 2
 JA1994'1946.
 JA1994'
 JA1994'THE AZIMUTH MARK IS ALONG STATE HIGHWAY 61, 1.2 MILES NORTH OF THE
 JA1994'STATION, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET
 JA1994'SOUTH OF A WHITE WITNESS POST, IN FRONT OF A HOUSE.  THE MARK PROJECTS
 JA1994'6 INCHES AND THE DISK IS STAMPED STANLEY 1946.
 JA1994'
 JA1994'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2618 ***********************************************************************
 LB2618  DESIGNATION -  STAR
 LB2618  PID         -  LB2618
 LB2618  STATE/COUNTY-  IN/PULASKI
 LB2618  COUNTRY     -  US
 LB2618  USGS QUAD   -  STAR CITY (2019)
 LB2618
 LB2618                         *CURRENT SURVEY CONTROL
 LB2618  ______________________________________________________________________
 LB2618* NAD 83(1997) POSITION- 40 58 29.36007(N) 086 33 16.72344(W)   ADJUSTED
 LB2618* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 LB2618  ______________________________________________________________________
 LB2618  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 LB2618  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 LB2618  HORZ ORDER      -  SECOND
 LB2618
 LB2618.The horizontal coordinates were established by classical geodetic methods
 LB2618.and adjusted by the National Geodetic Survey in May 1999.
 LB2618
 LB2618.The orthometric height was scaled from a topographic map.
 LB2618
 LB2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2618.GEOID18 height accuracy estimate available here.
 LB2618
 LB2618.Click photographs - Photos may exist for this station.
 LB2618
 LB2618.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2618
 LB2618. The following values were computed from the NAD 83(1997) position.
 LB2618
 LB2618;                    North         East     Units Scale Factor Converg.
 LB2618;SPC IN W     -   635,896.826   944,496.786   MT  0.99999103   +0 20 48.1
 LB2618;SPC IN W     - 2,086,271.50  3,098,736.54   sFT  0.99999103   +0 20 48.1
 LB2618;UTM  16      - 4,536,057.588   537,469.307   MT  0.99961728   +0 17 31.3
 LB2618
 LB2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2618!SPC IN W     -   0.99997143  x   0.99999103  =   0.99996246
 LB2618!UTM  16      -   0.99997143  x   0.99961728  =   0.99958872
 LB2618
 LB2618:                Primary Azimuth Mark                     Grid Az
 LB2618:SPC IN W     -  STAR AZ MK                               327 26 07.1
 LB2618:UTM  16      -  STAR AZ MK                               327 29 23.9
 LB2618
 LB2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3746936057(NAD 83)
 LB2618
 LB2618|---------------------------------------------------------------------|
 LB2618| PID    Reference Object                     Distance      Geod. Az  |
 LB2618|                                                           dddmmss.s |
 LB2618| CD1275 STAR RM 1                            26.737 METERS 16532     |
 LB2618| CD1276 STAR RM 2                            26.112 METERS 26419     |
 LB2618| CD1274 STAR AZ MK                                         3274655.2 |
 LB2618| ME2373 WINAMAC CO CTHSE CLOCKTOWER         APPROX. 9.4 KM 3341005.6 |
 LB2618| ME2369 WINAMAC MUNICIPAL STANDPIPE         APPROX.10.0 KM 3360445.2 |
 LB2618|---------------------------------------------------------------------|
 LB2618
 LB2618                          SUPERSEDED SURVEY CONTROL
 LB2618
 LB2618  NAD 83(1986)-  40 58 29.36584(N)    086 33 16.73279(W) AD(       ) 2
 LB2618  NAD 27      -  40 58 29.21800(N)    086 33 16.70690(W) AD(       ) 2
 LB2618
 LB2618.Superseded values are not recommended for survey control.
 LB2618
 LB2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2618.See file dsdata.pdf to determine how the superseded data were derived.
 LB2618
 LB2618_MARKER: DS = TRIANGULATION STATION DISK
 LB2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2618_STAMPING: STAR 1947
 LB2618_MARK LOGO: CGS
 LB2618_PROJECTION: FLUSH
 LB2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2618+STABILITY: SURFACE MOTION
 LB2618
 LB2618  HISTORY     - Date     Condition        Report By
 LB2618  HISTORY     - 1947     MONUMENTED       CGS
 LB2618  HISTORY     - 1989     GOOD             USPSQD
 LB2618
 LB2618                          STATION DESCRIPTION
 LB2618
 LB2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2618'STATION IS LOCATED IN STAR CITY ON THE EAST SIDE OF STAR CITY SCHOOL
 LB2618'GROUND.  IT IS 197 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 LB2618'69 FEET NORTHWEST OF POWER POLE NO. 710-910, 49 FEET WEST OF THE
 LB2618'CENTER OF THE ROAD AND 41 FEET SOUTH OF THE CENTER OF THE SCHOOL
 LB2618'DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2618'STAMPED STAR 1947.
 LB2618'
 LB2618'REFERENCE MARK NO. 1 IS 87.72 FEET SOUTH OF THE STATION.  IT IS 26
 LB2618'FEET WEST OF THE CENTER OF THE ROAD AND 3.8 FEET WEST OF THE WEST
 LB2618'EDGE OF THE SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LB2618'DISK IS STAMPED STAR NO 1 1947.
 LB2618'
 LB2618'REFERENCE MARK NO. 2 IS 85.67 FEET WEST OF THE STATION.  IT IS 110
 LB2618'FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL AND 136 FEET
 LB2618'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL.  THE MARK IS FLUSH
 LB2618'WITH THE GROUND AND THE DISK IS STAMPED STAR NO 2 1947.
 LB2618'
 LB2618'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION ON THE EAST SIDE OF
 LB2618'U. S. HIGHWAY 35.  IT IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY,
 LB2618'3 FEET SOUTH OF A WHITE POST AND 92 FEET NORTHEAST OF A GAS STATION.
 LB2618'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED STAR 1947.
 LB2618'
 LB2618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2618
 LB2618                          STATION RECOVERY (1989)
 LB2618
 LB2618'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2302 ***********************************************************************
 HZ2302  DESIGNATION -  STARLIGHT
 HZ2302  PID         -  HZ2302
 HZ2302  STATE/COUNTY-  IN/CLARK
 HZ2302  COUNTRY     -  US
 HZ2302  USGS QUAD   -  BORDEN (2019)
 HZ2302
 HZ2302                         *CURRENT SURVEY CONTROL
 HZ2302  ______________________________________________________________________
 HZ2302* NAD 83(1997) POSITION- 38 24 54.26051(N) 085 53 36.36588(W)   ADJUSTED
 HZ2302* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 HZ2302  ______________________________________________________________________
 HZ2302  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 HZ2302  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 HZ2302  HORZ ORDER      -  SECOND
 HZ2302
 HZ2302.The horizontal coordinates were established by classical geodetic methods
 HZ2302.and adjusted by the National Geodetic Survey in May 1999.
 HZ2302
 HZ2302.The orthometric height was scaled from a topographic map.
 HZ2302
 HZ2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2302.GEOID18 height accuracy estimate available here.
 HZ2302
 HZ2302.Click photographs - Photos may exist for this station.
 HZ2302
 HZ2302.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2302
 HZ2302. The following values were computed from the NAD 83(1997) position.
 HZ2302
 HZ2302;                    North         East     Units Scale Factor Converg.
 HZ2302;SPC IN E     -   351,590.044    80,195.816   MT  0.99997149   -0 08 27.3
 HZ2302;SPC IN E     - 1,153,508.34    263,109.11   sFT  0.99997149   -0 08 27.3
 HZ2302;UTM  16      - 4,252,449.477   596,604.693   MT  0.99971493   +0 41 15.4
 HZ2302
 HZ2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2302!SPC IN E     -   0.99996055  x   0.99997149  =   0.99993204
 HZ2302!UTM  16      -   0.99996055  x   0.99971493  =   0.99967549
 HZ2302
 HZ2302:                Primary Azimuth Mark                     Grid Az
 HZ2302:SPC IN E     -  STARLIGHT AZ MK                          171 05 37.7
 HZ2302:UTM  16      -  STARLIGHT AZ MK                          170 15 55.0
 HZ2302
 HZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9660452449(NAD 83)
 HZ2302
 HZ2302|---------------------------------------------------------------------|
 HZ2302| PID    Reference Object                     Distance      Geod. Az  |
 HZ2302|                                                           dddmmss.s |
 HZ2302| HZ2303 W 10                                 31.182 METERS 03235     |
 HZ2302| HZ2304 STARLIGHT ST JOHNS CATH CH          158.194 METERS 10153     |
 HZ2302| CG9186 STARLIGHT RM 1                       24.969 METERS 12746     |
 HZ2302| CG9185 STARLIGHT AZ MK                                    1705710.4 |
 HZ2302|---------------------------------------------------------------------|
 HZ2302
 HZ2302                          SUPERSEDED SURVEY CONTROL
 HZ2302
 HZ2302  NAD 83(1993)-  38 24 54.26161(N)    085 53 36.36648(W) AD(       ) 2
 HZ2302  NAD 83(1986)-  38 24 54.26458(N)    085 53 36.37238(W) AD(       ) 2
 HZ2302  NAD 27      -  38 24 54.03500(N)    085 53 36.49300(W) AD(       ) 2
 HZ2302
 HZ2302.Superseded values are not recommended for survey control.
 HZ2302
 HZ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2302.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2302
 HZ2302_MARKER: DS = TRIANGULATION STATION DISK
 HZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2302_STAMPING: STARLIGHT 1947
 HZ2302_MARK LOGO: CGS
 HZ2302_PROJECTION: FLUSH
 HZ2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2302+STABILITY: SURFACE MOTION
 HZ2302
 HZ2302  HISTORY     - Date     Condition        Report By
 HZ2302  HISTORY     - 1947     MONUMENTED       CGS
 HZ2302  HISTORY     - 20051026 POOR             INDNR
 HZ2302
 HZ2302                          STATION DESCRIPTION
 HZ2302
 HZ2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2302'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF BORDEN AND IN THE
 HZ2302'SMALL VILLAGE OF STARLIGHT. IT IS 97 FEET SOUTHWEST OF THE
 HZ2302'SOUTHWEST CORNER OF THE ST.JOHNS CATHOLIC SCHOOL BUILDING, 36 FEET
 HZ2302'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 HZ2302'AND 25 FEET WEST OF THE APPROXIMATE CENTERLINE OF SCHOOL DRIVEWAY.
 HZ2302'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 HZ2302'STARLIGHT 1947.
 HZ2302'
 HZ2302'REFERENCE MARK NO. 1 IS 81.92 FEET SOUTHEAST OF THE STATION, 17 FEET
 HZ2302'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 HZ2302'AND ON THE NORTHERN EDGE OF A CULTIVATED FIELD. THE MARK PROJECTS 6
 HZ2302'INCHES, AND THE DISK IS STAMPED STARLIGHT NO 1 1947.
 HZ2302'
 HZ2302'W 10 936 1937 U.S.G.S. IS NORTH-NORTHEAST OF THE STATION. 31.182
 HZ2302'METERS 102.30 FEET. THE DISK IS A STANDARD U.S.G.S.  BENCH MARK
 HZ2302'DISK SET IN A DRILLED HOLE IN CONCRETE SIDE WALK AT THE MAIN ENTRANCE
 HZ2302'TO THE ST. JOHNS CATHOLIC SCHOOL BUILDING. THE DISK IS STAMPED
 HZ2302'W 10 936 1937.
 HZ2302'
 HZ2302'THE AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHEAST OF THE STATION, 18 FEET
 HZ2302'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 HZ2302'NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE. THE MARK
 HZ2302'PROJECTS 5 INCHES, AND THE DISK IS STAMPED STARLIGHT 1947.
 HZ2302'
 HZ2302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND THE
 HZ2302'MAIN CROSSROAD IN BORDEN, GO SOUTH ON A GRAVELED ROAD FOR 0.4
 HZ2302'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.4 MILES TO A SIDE ROAD
 HZ2302'LEFT, TURN LEFT AND GO UP HILL FOR 1.65 MILES TO A SIDE ROAD
 HZ2302'LEFT, TURN LEFT AND GO 0.05 MILE TO A T-ROAD INTERSECTION, TURN RIGHT
 HZ2302'AND GO 0.6 MILE TO ANOTHER T-ROAD INTERSECTION, TURN LEFT AND
 HZ2302'GO 2.6 MILES TO ST. JOHNS CATHOLIC SCHOOL ON THE LEFT, AND THE
 HZ2302'STATION AS DESCRIBED.
 HZ2302'
 HZ2302'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2302
 HZ2302                          STATION RECOVERY (2005)
 HZ2302
 HZ2302'RECOVERY NOTE BY IN DEPT OF NAT RES 2005 (JAK)
 HZ2302'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2304 ***********************************************************************
 HZ2304  DESIGNATION -  STARLIGHT ST JOHNS CATH CH
 HZ2304  PID         -  HZ2304
 HZ2304  STATE/COUNTY-  IN/CLARK
 HZ2304  COUNTRY     -  US
 HZ2304  USGS QUAD   -  BORDEN (2019)
 HZ2304
 HZ2304                         *CURRENT SURVEY CONTROL
 HZ2304  ______________________________________________________________________
 HZ2304* NAD 83(1997) POSITION- 38 24 53.20456(N) 085 53 29.98466(W)   ADJUSTED
 HZ2304  ______________________________________________________________________
 HZ2304  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 HZ2304  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 HZ2304  HORZ ORDER      -  THIRD
 HZ2304
 HZ2304.The horizontal coordinates were established by classical geodetic methods
 HZ2304.and adjusted by the National Geodetic Survey in May 1999.
 HZ2304
 HZ2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2304.GEOID18 height accuracy estimate available here.
 HZ2304
 HZ2304.Click photographs - Photos may exist for this station.
 HZ2304
 HZ2304.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2304
 HZ2304. The following values were computed from the NAD 83(1997) position.
 HZ2304
 HZ2304;                    North         East     Units Scale Factor Converg.
 HZ2304;SPC IN E     -   351,557.107    80,350.539   MT  0.99997142   -0 08 23.3
 HZ2304;SPC IN E     - 1,153,400.28    263,616.73   sFT  0.99997142   -0 08 23.3
 HZ2304;UTM  16      - 4,252,418.788   596,759.836   MT  0.99971530   +0 41 19.4
 HZ2304
 HZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9675952418(NAD 83)
 HZ2304
 HZ2304                          SUPERSEDED SURVEY CONTROL
 HZ2304
 HZ2304  NAD 83(1993)-  38 24 53.20556(N)    085 53 29.98500(W) AD(       ) 3
 HZ2304  NAD 83(1986)-  38 24 53.20862(N)    085 53 29.99083(W) AD(       ) 3
 HZ2304  NAD 27      -  38 24 52.97900(N)    085 53 30.11400(W) AD(       ) 3
 HZ2304
 HZ2304.Superseded values are not recommended for survey control.
 HZ2304
 HZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2304.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2304
 HZ2304_MARKER: 90 = CHURCH SPIRE
 HZ2304
 HZ2304  HISTORY     - Date     Condition        Report By
 HZ2304  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2304
 HZ2304                          STATION DESCRIPTION
 HZ2304
 HZ2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2304'THIS IS AN INTERSECTION STATION.
 HZ2304'
 HZ2304'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF BORDEN AND IN THE
 HZ2304'SMALL SETTLEMENT OF STARLIGHT. THE SPIRE IS ABOUT 125 FEET
 HZ2304'HIGH AND OVER THE MAIN ENTRANCE TO THE CHURCH. THE POINT INTERSECTED
 HZ2304'WAS THE CROSS AT THE TOP OF THE SPIRE.
 HZ2304'
 HZ2304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND THE
 HZ2304'MAIN CROSSROAD IN BORDEN, GO SOUTH ON A GRAVELED ROAD FOR 0.4
 HZ2304'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.4 MILES TO A SIDE ROAD
 HZ2304'LEFT, TURN LEFT AND GO UP HILL FOR 1.65 MILES TO A SIDE ROAD
 HZ2304'LEFT, TURN LEFT AND GO 0.05 MILE TO A T-ROAD INTERSECTION, TURN RIGHT
 HZ2304'AND GO 0.6 MILE TO ANOTHER T-ROAD INTERSECTION, TURN LEFT AND
 HZ2304'GO 2.7 MILES TO THE ST. JOHNS CATHOLIC CHURCH ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1517 ***********************************************************************
 MD1517  DESIGNATION -  STATE
 MD1517  PID         -  MD1517
 MD1517  STATE/COUNTY-  IN/LAGRANGE
 MD1517  COUNTRY     -  US
 MD1517  USGS QUAD   -  STURGIS (2017)
 MD1517
 MD1517                         *CURRENT SURVEY CONTROL
 MD1517  ______________________________________________________________________
 MD1517* NAD 83(1997) POSITION- 41 45 35.02810(N) 085 22 44.67201(W)   ADJUSTED
 MD1517* NAD 83(1997) ELLIP HT-   238.351 (meters)        (05/25/99)   ADJUSTED
 MD1517* NAVD 88 ORTHO HEIGHT -   271.4   (meters)      890.    (feet) GPS OBS
 MD1517  ______________________________________________________________________
 MD1517  NAVD 88 orthometric height was determined with an earlier geoid model
 MD1517  GEOID HEIGHT    -        -33.249 (meters)                     GEOID18
 MD1517  NAD 83(1997) X  -    383,881.797 (meters)                     COMP
 MD1517  NAD 83(1997) Y  - -4,749,503.731 (meters)                     COMP
 MD1517  NAD 83(1997) Z  -  4,225,892.880 (meters)                     COMP
 MD1517  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 MD1517  HORZ ORDER      -  THIRD
 MD1517  ELLP ORDER      -  FOURTH    CLASS I
 MD1517
 MD1517.The horizontal coordinates were established by classical geodetic methods
 MD1517.and adjusted by the National Geodetic Survey in May 1999.
 MD1517
 MD1517.The orthometric height was determined by GPS observations and a
 MD1517.high-resolution geoid model.
 MD1517
 MD1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1517.GEOID18 height accuracy estimate available here.
 MD1517
 MD1517.Click photographs - Photos may exist for this station.
 MD1517
 MD1517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1517
 MD1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1517
 MD1517.The ellipsoidal height was determined by GPS observations
 MD1517.and is referenced to NAD 83.
 MD1517
 MD1517. The following values were computed from the NAD 83(1997) position.
 MD1517
 MD1517;                    North         East     Units Scale Factor Converg.
 MD1517;SPC IN E     -   722,971.933   123,915.780   MT  0.99997370   +0 11 29.5
 MD1517;SPC IN E     - 2,371,950.42    406,547.02   sFT  0.99997370   +0 11 29.5
 MD1517;SPC MI S     -    29,357.642 3,915,800.143   MT  1.00009789   -0 41 20.3
 MD1517;SPC MI S     -    96,317.72 12,847,113.33   iFT  1.00009789   -0 41 20.3
 MD1517;UTM  16      - 4,624,369.495   634,746.977   MT  0.99982343   +1 04 47.0
 MD1517
 MD1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1517!SPC IN E     -   0.99996262  x   0.99997370  =   0.99993632
 MD1517!SPC MI S     -   0.99996262  x   1.00009789  =   1.00006050
 MD1517!UTM  16      -   0.99996262  x   0.99982343  =   0.99978605
 MD1517
 MD1517:                Primary Azimuth Mark                     Grid Az
 MD1517:SPC IN E     -  STATE AZ MK                              087 01 17.9
 MD1517:SPC MI S     -  STATE AZ MK                              087 54 07.7
 MD1517:UTM  16      -  STATE AZ MK                              086 08 00.4
 MD1517
 MD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3474624369(NAD 83)
 MD1517
 MD1517|---------------------------------------------------------------------|
 MD1517| PID    Reference Object                     Distance      Geod. Az  |
 MD1517|                                                           dddmmss.s |
 MD1517| MD1516 W 8                                  13.597 METERS 00447     |
 MD1517| CD1278 STATE RM 1                           37.524 METERS 08608     |
 MD1517| CD1277 STATE AZ MK                                        0871247.4 |
 MD1517| MD1508 HOWE MILITARY ACADEMY STACK         APPROX. 5.6 KM 2230919.4 |
 MD1517|---------------------------------------------------------------------|
 MD1517
 MD1517                          SUPERSEDED SURVEY CONTROL
 MD1517
 MD1517  NAD 83(1995)-  41 45 35.02811(N)    085 22 44.67202(W) AD(       ) 3
 MD1517  NAD 83(1994)-  41 45 35.02811(N)    085 22 44.67202(W) AD(       ) 3
 MD1517  NAD 83(1986)-  41 45 35.02811(N)    085 22 44.67825(W) AD(       ) 3
 MD1517  NAD 27      -  41 45 34.84600(N)    085 22 44.75730(W) AD(       ) 3
 MD1517  NGVD 29 (03/27/91)  271.5    (m)  OSU 89B  model used  GPS OBS        
 MD1517
 MD1517.Superseded values are not recommended for survey control.
 MD1517
 MD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1517.See file dsdata.pdf to determine how the superseded data were derived.
 MD1517
 MD1517_MARKER: DS = TRIANGULATION STATION DISK
 MD1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1517_STAMPING: STATE 1946
 MD1517_MARK LOGO: CGS
 MD1517_PROJECTION: FLUSH
 MD1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1517+STABILITY: SURFACE MOTION
 MD1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1517+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2021
 MD1517
 MD1517  HISTORY     - Date     Condition        Report By
 MD1517  HISTORY     - 1946     MONUMENTED       CGS
 MD1517  HISTORY     - 1946     GOOD             CGS
 MD1517  HISTORY     - 1960     GOOD             CGS
 MD1517  HISTORY     - 19891206 GOOD             NGS
 MD1517  HISTORY     - 20210225 GOOD             MIDT
 MD1517
 MD1517                          STATION DESCRIPTION
 MD1517
 MD1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1517'THIS STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE TOWN OF
 MD1517'HOWE, ALONG THE INDIANA-MICHIGAN STATE LINE, IN THE SOUTHEAST ANGLE OF
 MD1517'A T-ROAD INTERSECTION.  IT IS 36 FEET NORTHWEST OF THE NORTHWEST
 MD1517'CORNER OF A LARGE BARN, 42 FEET SOUTHEAST OF THE INTERSECTION OF A
 MD1517'GRAVEL T-ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED STATE 1946.
 MD1517'
 MD1517'REFERENCE MARK NO. 1 IS 123.11 FEET EAST OF THE STATION.  IT IS 1 FOOT
 MD1517'SOUTH OF A FENCE LINE AND 15 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 MD1517'OF A GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1517'HART NO 1 1946.
 MD1517'
 MD1517'W 8 (USGS) IS 44.61 FEET NORTH OF THE STATION.  IT IS 43 FEET EAST OF
 MD1517'THE INTERSECTION OF A T-ROAD AND 3 FEET SOUTHEAST OF A FENCE CORNER.
 MD1517'THE MARK IS A 6 INCH TILE PIPE FILLED WITH CONCRETE, WITH A STANDARD
 MD1517'USGS DISK IMBEDDED IN IT., STAMPED W 8 891 1939.  THE MARK IS FLUSH
 MD1517'WITH THE GROUND AND IS IN THE STATE OF MICHIGAN.
 MD1517'
 MD1517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 120, GO
 MD1517'EAST ON HIGHWAY 120 FOR 2.45 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO
 MD1517'NORTH FOR 1.7 MILES TO A T-ROAD RIGHT.  TURN RIGHT FOR 0.1 MILE THEN
 MD1517'LEFT FOR 1.1 MILE TO STATE LINE AND STATION ON THE RIGHT AS DESCRIBED.
 MD1517'
 MD1517'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON GRAVEL ROAD FOR 0.2
 MD1517'MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 MD1517'
 MD1517'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1517
 MD1517                          STATION RECOVERY (1946)
 MD1517
 MD1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD1517'RECOVERED IN GOOD CONDITION.
 MD1517
 MD1517                          STATION RECOVERY (1960)
 MD1517
 MD1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1517'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1517'DESCRIBED.  IT IS NOTED THAT ORIGINAL DESCRIPTION HAS SECOND AND THIRD
 MD1517'TURNS RIGHT AND LEFT RESPECTIVELY, AND THESE SHOULD BE LEFT AND RIGHT
 MD1517'RESPECTIVELY.
 MD1517'
 MD1517'ABOUT 2.2 MILES E ALONG NO. 120 INDIANA HWY. FROM SE CORNER OF
 MD1517'TOWN-SQUARE PARK IN HOWE AND TURN LEFT, THENCE 1.9 MILES N AND TURN
 MD1517'LEFT, THENCE 0.1 MILE W AND TURN RIGHT, THENCE 1.1 MILES N ON GRAVEL
 MD1517'ROAD TO STATION ON RIGHT AT STATE-LINE ROAD T-INTERSECTION, 36 FEET NW
 MD1517'OF NW CORNER OF OLD BARN, 19-1/2 FEET W OF PROJECTED PLANE OF W WALL
 MD1517'OF SAME, 37 FEET E OF CENTER LINE OF ONE ROAD, LEVEL WITH SAME, 26
 MD1517'FEET S OF CENTER LINE OF THE OTHER, STANDARD DISKS STAMPED STATE 1946
 MD1517'ARE SET IN 1A AND 7A MARKS, UPPER MARK FLUSH.
 MD1517'
 MD1517'TRAVERSE STATION AND BENCH MARK W 8 (USGS) IS STANDARD U.S.
 MD1517'GEOLOGICAL SURVEY DISK STAMPED W 8 891 1939 SET IN TOP OF CONCRETE
 MD1517'POST, FLUSH, 44.61 FEET OF 13.597 METERS N IN AZIMUTH 184 DEG. 47 MIN.
 MD1517'FROM STATION, 40 FEET E OF CENTER LINE OF ONE ROAD, 19 FEET N OF
 MD1517'CENTER LINE OF THE OTHER.  THIS EVIDENTLY WAS ORIGINALLY CONSIDERED
 MD1517'R.M. NO. 1 FOR CONTRARY TO THE ORIGINAL DESCRIPTION THE OTHER R.M. IS
 MD1517'DESCRIBED AS FOLLOWS.
 MD1517'
 MD1517'REFERENCE STAMPED STATE NO 2 1946, NOTE 11A, FLUSH, IS 123.01 FEET OR
 MD1517'37.493 METERS E IN AZIMUTH 266 DEG. 08 MIN. FROM STATION, 160 FEET E
 MD1517'OF CENTER LINE OF THE ONE ROAD, 19 FEET S OF CENTER LINE OF THE OTHER,
 MD1517'AND 1 FOOT S OF A FENCE.
 MD1517'
 MD1517'AZIMUTH STAMPED STATE 1946, NOTE 16A, FLUSH, IS ABOUT 0.25 MILE E OF
 MD1517'STATION, 20 FEET N OF CENTER LINE OF ROAD, 4.5 FEET W OF 15-INCH
 MD1517'CHERRY TREE, 1.9 FEET E OF STEEL POST.
 MD1517
 MD1517                          STATION RECOVERY (1989)
 MD1517
 MD1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD1517'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) NORTHEAST OF HOWE IN,
 MD1517'4.8 KM (3.00 MI) SOUTHEAST OF STURGIS MI AND ALONG THE
 MD1517'INDIANA-MICHIGAN STATE LINE.  OWNERSHIP --- D.O.T.
 MD1517'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE M-66 AND U.S.
 MD1517'HIGHWAY 12 IN STURGIS MI, GO EAST ON HIGHWAY 12 FOR 3.3 KM (2.05 MI)
 MD1517'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON BIG HILL ROAD FOR 2.4 KM
 MD1517'(1.50 MI) TO A CROSSROAD.  CONTINUE SOUTH FOR 0.8 KM (0.50 MI) TO A
 MD1517'SIDEROAD LEFT.  TURN LEFT ON COUNTY ROAD 250 E AND GO EAST FOR 0.8 KM
 MD1517'(0.50 MI) TO WHERE THE ROAD TURNS SHARP RIGHT.  FOLLOW THE ROAD RIGHT,
 MD1517'SOUTH, FOR 1.6 KM (1.00 MI) TO A SIDEROAD LEFT, COUNTY ROAD 825 N AND
 MD1517'THE STATION IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 MD1517'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 MD1517'MONUMENT THAT IS RECESSED 10 CM.  LOCATED 37.49 M (123.0 FT) WEST FROM
 MD1517'REFERENCE MARK STATE NO 2, 12.5 M (41.0 FT) EAST FROM THE CENTER OF
 MD1517'COUNTY ROAD 250 E, 11.0 M (36.1 FT) NORTHWEST OF THE NORTHWEST CORNER
 MD1517'OF A CONCRETE FOUNDATION THAT PROJECTS 0.65 METER ABOVE THE GROUND AND
 MD1517'7.3 M (24.0 FT) SOUTH OF THE CENTER OF COUNTY 825 N.
 MD1517'DESCRIBED BY D.G. AUG, TYPED BY GAM.
 MD1517
 MD1517                          STATION RECOVERY (2021)
 MD1517
 MD1517'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2021 (JB)
 MD1517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2017 ***********************************************************************
 KA2017  DESIGNATION -  STATE FARM
 KA2017  PID         -  KA2017
 KA2017  STATE/COUNTY-  IN/PUTNAM
 KA2017  COUNTRY     -  US
 KA2017  USGS QUAD   -  REELSVILLE (2019)
 KA2017
 KA2017                         *CURRENT SURVEY CONTROL
 KA2017  ______________________________________________________________________
 KA2017* NAD 83(1997) POSITION- 39 33 49.95519(N) 086 53 47.50487(W)   ADJUSTED
 KA2017* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 KA2017  ______________________________________________________________________
 KA2017  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KA2017  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 KA2017  HORZ ORDER      -  SECOND
 KA2017
 KA2017.The horizontal coordinates were established by classical geodetic methods
 KA2017.and adjusted by the National Geodetic Survey in May 1999.
 KA2017
 KA2017.The orthometric height was scaled from a topographic map.
 KA2017
 KA2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2017.GEOID18 height accuracy estimate available here.
 KA2017
 KA2017.Click photographs - Photos may exist for this station.
 KA2017
 KA2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2017
 KA2017. The following values were computed from the NAD 83(1997) position.
 KA2017
 KA2017;                    North         East     Units Scale Factor Converg.
 KA2017;SPC IN W     -   479,112.925   916,052.421   MT  0.99996984   +0 07 08.3
 KA2017;SPC IN W     - 1,571,889.65  3,005,415.32   sFT  0.99996984   +0 07 08.3
 KA2017;UTM  16      - 4,379,358.706   508,888.175   MT  0.99960097   +0 03 57.3
 KA2017
 KA2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2017!SPC IN W     -   0.99996472  x   0.99996984  =   0.99993456
 KA2017!UTM  16      -   0.99996472  x   0.99960097  =   0.99956571
 KA2017
 KA2017:                Primary Azimuth Mark                     Grid Az
 KA2017:SPC IN W     -  STATE FARM AZ MK                         244 23 56.3
 KA2017:UTM  16      -  STATE FARM AZ MK                         244 27 07.3
 KA2017
 KA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0888879358(NAD 83)
 KA2017
 KA2017|---------------------------------------------------------------------|
 KA2017| PID    Reference Object                     Distance      Geod. Az  |
 KA2017|                                                           dddmmss.s |
 KA2017| KA2018 INDIANA ST POLICE POST 5 MAST       APPROX. 0.9 KM 0572821.4 |
 KA2017| CD1280 STATE FARM RM 1                      25.679 METERS 17155     |
 KA2017| CD1281 STATE FARM RM 2                      24.750 METERS 24416     |
 KA2017| CD1279 STATE FARM AZ MK                                   2443104.6 |
 KA2017|---------------------------------------------------------------------|
 KA2017
 KA2017                          SUPERSEDED SURVEY CONTROL
 KA2017
 KA2017  NAD 83(1986)-  39 33 49.95793(N)    086 53 47.49837(W) AD(       ) 2
 KA2017  NAD 27      -  39 33 49.79820(N)    086 53 47.44900(W) AD(       ) 2
 KA2017
 KA2017.Superseded values are not recommended for survey control.
 KA2017
 KA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2017.See file dsdata.pdf to determine how the superseded data were derived.
 KA2017
 KA2017_MARKER: DS = TRIANGULATION STATION DISK
 KA2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2017_STAMPING: STATE FARM 1947
 KA2017_MARK LOGO: CGS
 KA2017_PROJECTION: FLUSH
 KA2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2017+STABILITY: SURFACE MOTION
 KA2017
 KA2017  HISTORY     - Date     Condition        Report By
 KA2017  HISTORY     - 1947     MONUMENTED       CGS
 KA2017
 KA2017                          STATION DESCRIPTION
 KA2017
 KA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA2017'THE STATION IS LOCATED ON A HIGH PROMINENT HILL THAT IS ORCHARD LAND,
 KA2017'ON THE PROPERTY OF THE STATE FARM, ABOUT 2 MILES
 KA2017'WEST-SOUTHWEST OF PUTNAMVILLE, AND 0.15 MILE SOUTH OF U.S. HIGHWAY
 KA2017'40. THE MARK IS 149 FEET SOUTH OF THE APPROXIMATE
 KA2017'CENTERLINE OF A GRAVEL ROAD, AND 15 FEET WEST OF A 18-INCH APPLE
 KA2017'TREE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA2017'STATE FARM 1947.
 KA2017'
 KA2017'REFERENCE MARK NO. 1 IS 84.25 FEET SOUTH-SOUTHEAST OF THE STATION AND
 KA2017'15 FEET NORTH-EAST OF A 2 FOOT APPLE TREE. THE MARK IS FLUSH WITH
 KA2017'THE GROUND, AND THE DISK IS STAMPED STATE FARM NO 1 1947.
 KA2017'
 KA2017'REFERENCE MARK NO. 2 IS 81.20 FEET WEST-SOUTHWEST OF THE STATION. THE
 KA2017'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED STATE FARM
 KA2017'NO. 2 1947.
 KA2017'
 KA2017'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE WEST-SOUTHWEST OF THE
 KA2017'STATION, 22.2 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KA2017'TRAFFIC LANE OF U.S. HIGHWAY 40, 2.5 FEET EAST OF A WITNESS POST, AND
 KA2017'2.6 FEET SOUTHWEST OF A GUARD RAIL POST. THE MARK PROJECTS 6
 KA2017'INCHES, AND THE DISK IS STAMPED STATE FARM 1947.
 KA2017'
 KA2017'TO REACH THE STATION FROM THE POST OFFICE IN PUTNAMVILLE, GO WEST ON
 KA2017'U.S. HIGHWAY 40 FOR 1.2 MILES TO THE STATE FARM BUILDINGS ON THE
 KA2017'LEFT. CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE TO A GRAVEL ROAD ON
 KA2017'THE LEFT. AT THIS POINT THE AZIMUTH MARK IS 0.6 MILE WEST ON
 KA2017'THE LEFT SIDE ON THE HIGHWAY AS DESCRIBED. TURN LEFT, SOUTH, UP A
 KA2017'STEEP GRADE FOR 0.05 MILE TO A T-ROAD. TURN LEFT, EAST, AND GO
 KA2017'ON THE GRAVEL ROAD FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND
 KA2017'THE STATION.
 KA2017'
 KA2017'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2262 ***********************************************************************
 LB2262  DESIGNATION -  STATE LINE
 LB2262  PID         -  LB2262
 LB2262  STATE/COUNTY-  IN/WARREN
 LB2262  COUNTRY     -  US
 LB2262  USGS QUAD   -  DANVILLE NE (2018)
 LB2262
 LB2262                         *CURRENT SURVEY CONTROL
 LB2262  ______________________________________________________________________
 LB2262* NAD 83(1997) POSITION- 40 11 50.78044(N) 087 31 49.93564(W)   ADJUSTED
 LB2262* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 LB2262  ______________________________________________________________________
 LB2262  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 LB2262  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 LB2262  HORZ ORDER      -  FIRST
 LB2262
 LB2262.The horizontal coordinates were established by classical geodetic methods
 LB2262.and adjusted by the National Geodetic Survey in May 1999.
 LB2262
 LB2262.The orthometric height was scaled from a topographic map.
 LB2262
 LB2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2262.GEOID18 height accuracy estimate available here.
 LB2262
 LB2262.Click photographs - Photos may exist for this station.
 LB2262
 LB2262.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2262
 LB2262. The following values were computed from the NAD 83(1997) position.
 LB2262
 LB2262;                    North         East     Units Scale Factor Converg.
 LB2262;SPC IN W     -   549,535.759   861,922.915   MT  0.99998451   -0 17 19.1
 LB2262;SPC IN W     - 1,802,935.24  2,827,825.43   sFT  0.99998451   -0 17 19.1
 LB2262;UTM  16      - 4,449,806.329   454,844.054   MT  0.99962510   -0 20 32.7
 LB2262
 LB2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2262!SPC IN W     -   0.99997079  x   0.99998451  =   0.99995530
 LB2262!UTM  16      -   0.99997079  x   0.99962510  =   0.99959590
 LB2262
 LB2262:                Primary Azimuth Mark                     Grid Az
 LB2262:SPC IN W     -  YOUNG                                    264 36 51.4
 LB2262:UTM  16      -  YOUNG                                    264 40 05.0
 LB2262
 LB2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5484449806(NAD 83)
 LB2262
 LB2262|---------------------------------------------------------------------|
 LB2262| PID    Reference Object                     Distance      Geod. Az  |
 LB2262|                                                           dddmmss.s |
 LB2262| CM4620 STATE LINE AZ MK                                   0470315.1 |
 LB2262| CM4621 STATE LINE RM 1                      49.256 METERS 11920     |
 LB2262| CM4622 STATE LINE RM 2                      35.427 METERS 20923     |
 LB2262| LB2263 DANVILLE C AND EI RR SHOPS STK      APPROX. 8.3 KM 2150807.3 |
 LB2262| LB2264 DN VIL                               45.341 METERS 22545     |
 LB2262| LB2266 YOUNG                               APPROX.14.3 KM 2641932.3 |
 LB2262|---------------------------------------------------------------------|
 LB2262
 LB2262                          SUPERSEDED SURVEY CONTROL
 LB2262
 LB2262  NAD 83(1986)-  40 11 50.79087(N)    087 31 49.94441(W) AD(       ) 1
 LB2262  NAD 27      -  40 11 50.65490(N)    087 31 49.89020(W) AD(       ) 1
 LB2262
 LB2262.Superseded values are not recommended for survey control.
 LB2262
 LB2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2262.See file dsdata.pdf to determine how the superseded data were derived.
 LB2262
 LB2262_MARKER: DS = TRIANGULATION STATION DISK
 LB2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2262_STAMPING: STATE LINE 1934
 LB2262_MARK LOGO: CGS
 LB2262_PROJECTION: FLUSH
 LB2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2262+STABILITY: SURFACE MOTION
 LB2262
 LB2262  HISTORY     - Date     Condition        Report By
 LB2262  HISTORY     - 1934     MONUMENTED       CGS
 LB2262  HISTORY     - 1959     GOOD             CGS
 LB2262  HISTORY     - 1964     GOOD             CGS
 LB2262  HISTORY     - 1969     GOOD             CGS
 LB2262  HISTORY     - 1970     GOOD             LOCENG
 LB2262  HISTORY     - 1972     GOOD             ILHD
 LB2262  HISTORY     - 1978     GOOD             LOCENG
 LB2262
 LB2262                          STATION DESCRIPTION
 LB2262
 LB2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2262'IN THE NORTHERN PART OF THE VILLAGE OF STATE LINE ON LAND OWNED
 LB2262'BY THE TOWN, ON THE EAST SIDE OF THE INDIANA-ILLINOIS LINE,
 LB2262'ABOUT 0.25 MILE SOUTHWEST OF THE WABASH RAILWAY STATION, 81 FEET
 LB2262'EAST OF THE INDIANA-ILLINOIS STATE LINE ROAD, 84 FEET
 LB2262'EAST-SOUTHEAST OF THE RAILROAD CROSSING, 56 FEET NORTH OF THE
 LB2262'CENTER LINE OF A STREET, 80 FEET SOUTH OF THE SOUTH RAIL OF
 LB2262'THE MAIN LINE OF THE RAILROAD, AND IS FLUSH WITH THE SURFACE OF
 LB2262'THE GROUND.
 LB2262'
 LB2262'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2262'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2262'
 LB2262'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON THE SOUTH SIDE
 LB2262'OF THE STREET, 1 FOOT NORTH OF THE NORTH EDGE OF THE CONCRETE
 LB2262'SIDEWALK, 13-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LB2262'GROCERY STORE, 24 PACES WEST-NORTHWEST OF A MEMORIAL (BRASS PLAQUE)
 LB2262'TO A.  LINCOLN, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 LB2262'PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 LB2262'ON THE SOUTH SIDE OF THE STREET, 33 FEET EAST OF THE CENTER
 LB2262'LINE OF THE STATE LINE ROAD, 1 FOOT SOUTH OF THE SOUTH EDGE OF
 LB2262'THE SIDEWALK, 15 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 LB2262'HOUSE, ABOUT 30 YARDS SOUTH OF THE RAILROAD CROSSING, AND PROJECTS 4
 LB2262'INCHES.  DISTANCE BETWEEN THE REFERENCE MARKS IS 224.15 FEET.
 LB2262'
 LB2262'AZIMUTH MARK IS NORTHEAST OF THE STATION, 46 FEET SOUTHEAST OF THE
 LB2262'SOUTHEAST RAIL, 6 FEET NORTHWEST OF THE FENCE LINE, 6 FEET SOUTHEAST
 LB2262'OF THE CENTER LINE OF THE ROAD, AND PROJECTS 10 INCHES.
 LB2262'
 LB2262'USGS BM D. N. VIL, ELEVATION 720 FEET, IS WEST-SOUTHWEST OF
 LB2262'THE STATION, AND A TRAVERSE TIE WAS MADE WITH TRIANGULATION STATION
 LB2262'STATE LINE.  MARK IS A 3-INCH IRON PIPE WITH A STANDARD GEOLOGICAL
 LB2262'SURVEY BRASS CAP SCREWED INTO THE TOP, ON THE WEST SIDE OF THE
 LB2262'STATE LINE ROAD, 1.5 FEET EAST OF THE SIDEWALK, 20 FEET NORTHEAST
 LB2262'OF THE DOORWAY TO THE BANK, ABOUT 30 YARDS SOUTH OF THE RAILROAD
 LB2262'CROSSING, AND PROJECTS 8 INCHES.
 LB2262
 LB2262                          STATION RECOVERY (1959)
 LB2262
 LB2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 LB2262'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS, INCLUDING THE
 LB2262'AZIMUTH MARK ARE IN GOOD CONDITION.  THE REFERENCE MEASUREMENT GIVEN
 LB2262'FOR REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.  THE CORRECT
 LB2262'MEASUREMENT IS 191.70 FEET.  REFERENCE MARK NO. 2 IS STILL IN THE
 LB2262'POSITION RELATIVE TO THE SIDEWALK MENTIONED IN THE ORIGINAL
 LB2262'DESCRIPTION BUT IS NOW SITUATED IN A DEPRESSION IN A SIDEWALK
 LB2262'ADJOINING AT RIGHT ANGLES THE ONE MENTIONED ABOVE.  THE
 LB2262'DISTANCE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE 224.15
 LB2262'FEET WHICH CHECKS THE ORIGINAL MEASUREMENT.  THE THIRD REFERENCE
 LB2262'MARK, USGS BM D. N. VIL, WAS RECOVERED AS DESCRIBED
 LB2262'AND IS IN GOOD CONDITION.
 LB2262
 LB2262                          STATION RECOVERY (1964)
 LB2262
 LB2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 LB2262'STATION MARK, RM 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD
 LB2262'CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 LB2262
 LB2262                          STATION RECOVERY (1969)
 LB2262
 LB2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2262'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS POOR AND
 LB2262'A NEW ONE FOLLOWS.
 LB2262'
 LB2262'THE STATION IS LOCATED AT THE WEST EDGE OF THE VILLAGE OF STATE LINE
 LB2262'SOUTH AND ACROSS THE RAILROAD TRACKS FROM THE STATE LINE GRAIN
 LB2262'ELEVATOR, 90 FEET SOUTHEAST OF THE INTERSECTION OF STATE LINE ROAD
 LB2262'AND A RAILROAD CROSSING, 84 FEET NORTHEAST OF THE CENTERLINE OF
 LB2262'STATE LINE ROAD, 54 FEET NORTHEAST OF A POWER POLE, 65 FEET NORTH
 LB2262'OF THE CENTERLINE OF A STREET AND 1 FOOT SOUTHEAST OF A METAL
 LB2262'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2262'STATE LINE 1934.
 LB2262'
 LB2262'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE STREET, 22
 LB2262'FEET WEST OF A POWER POLE, 13 FEET NORTHWEST OF THE NORTHEAST CORNER
 LB2262'OF A BRICK BUILDING AND 1 FOOT NORTH OF THE NORTH EDGE OF A
 LB2262'SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED STATE LINE
 LB2262'NO 1 1934.
 LB2262'
 LB2262'REFERENCE MARK 2 IS 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 15
 LB2262'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 1 FOOT SOUTH OF
 LB2262'THE SOUTH EDGE OF AN EAST-WEST SIDEWALK AND IN A NORTH-SOUTH
 LB2262'SIDEWALK.  THE MARK HAS BEEN COVERED BY THE SIDEWALK BUT A HOLE
 LB2262'THE SIZE OF THE DISK WAS LEFT OPEN.  THE DISK IS STAMPED STATE LINE
 LB2262'NO 11 1934.
 LB2262'
 LB2262'USGS BM D. N. VIL., ELEVATION 720 FEET IS A STANDARD USGS
 LB2262'DISK RIVETED TO THE TOP OF A 3 INCH STEEL PIPE WHICH PROJECTS 6
 LB2262'INCHES.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF A GRAVELED STREET
 LB2262'AND 19 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LB2262'
 LB2262'THE AZIMUTH MARK IS 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LB2262'RAILROAD TRACK, 9 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 LB2262'ROAD AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 LB2262'PROJECTS 4 INCHES AND THE DISK IS STAMPED STATE LINE 1934 AZIMUTH.
 LB2262'
 LB2262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG THE
 LB2262'SOUTH SIDE OF RAILROAD TRACKS FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 LB2262'
 LB2262'NOTE--THE DISTANCE TO REFERENCE MARK 1 SHOULD READ 191.60 FEET
 LB2262'INSTEAD OF 161.60.
 LB2262'
 LB2262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STATE LINE.
 LB2262
 LB2262                          STATION RECOVERY (1970)
 LB2262
 LB2262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JR)
 LB2262'STATE LINE 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATE LINE NO. 1 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATE LINE NO. 2 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'AZ. MARK STATE LINE 1934 RECOVERED IN GOOD CONDITION.
 LB2262
 LB2262                          STATION RECOVERY (1972)
 LB2262
 LB2262'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (PEE)
 LB2262'STATELINE 1934 (STA) RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATE LINE NO. 1 1934 AND STATE LINE 2 1934 RECOVERED IN GOOD
 LB2262'CONDITION.
 LB2262'
 LB2262'STATE LINE 1934 (AZIMUTH) RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATION DESCRIPTION-54 FEET NORTHEAST OF A POWER POLE-(POLE GONE).
 LB2262'REF. MARK-NO. 2-MAKE DESCRIPTION READ-33 FEET EAST OF THE CENTERLINE
 LB2262'OF (STATE LINE) ROAD AND (2 FEET) (INSTEAD OF 1 FOOT) SOUTH OF
 LB2262'SOUTH EDGE OF AN EASTWEST SIDEWALK EXCEPT AS NOTED.  ALL MARKS
 LB2262'FOUND AS DESCRIBED.
 LB2262'
 LB2262'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF STATE
 LB2262'LINE, INDIANA.
 LB2262
 LB2262                          STATION RECOVERY (1978)
 LB2262
 LB2262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (VP)
 LB2262'STATE LINE 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATE LINE NO. 1 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'STATE LINE NO. 2 1934 RECOVERED IN GOOD CONDITION.
 LB2262'
 LB2262'SHRUBS, TREES, AND WEEDS MAKE DIRECT SIGHT TO AZIMUTH MARK
 LB2262'IMPOSSIBLE.
 LB2262'
 LB2262'USGS BM D. N. VIL. BENT OVER 3 INCHES.
 LB2262'
 LB2262'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHERN PART OF
 LB2262'STATE LINE, IND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2607 ***********************************************************************
 LB2607  DESIGNATION -  STATE SOLDIERS HOME STACK
 LB2607  PID         -  LB2607
 LB2607  STATE/COUNTY-  IN/TIPPECANOE
 LB2607  COUNTRY     -  US
 LB2607  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2607
 LB2607                         *CURRENT SURVEY CONTROL
 LB2607  ______________________________________________________________________
 LB2607* NAD 83(1997) POSITION- 40 28 14.85273(N) 086 53 28.72286(W)   ADJUSTED
 LB2607  ______________________________________________________________________
 LB2607  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 LB2607  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 LB2607  HORZ ORDER      -  THIRD
 LB2607
 LB2607.The horizontal coordinates were established by classical geodetic methods
 LB2607.and adjusted by the National Geodetic Survey in May 1999.
 LB2607
 LB2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2607.GEOID18 height accuracy estimate available here.
 LB2607
 LB2607.Click photographs - Photos may exist for this station.
 LB2607
 LB2607.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2607
 LB2607. The following values were computed from the NAD 83(1997) position.
 LB2607
 LB2607;                    North         East     Units Scale Factor Converg.
 LB2607;SPC IN W     -   579,810.001   916,283.746   MT  0.99996993   +0 07 28.7
 LB2607;SPC IN W     - 1,902,259.98  3,006,174.26   sFT  0.99996993   +0 07 28.7
 LB2607;UTM  16      - 4,480,018.376   509,213.555   MT  0.99960104   +0 04 14.0
 LB2607
 LB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0921380018(NAD 83)
 LB2607
 LB2607                          SUPERSEDED SURVEY CONTROL
 LB2607
 LB2607  NAD 83(1986)-  40 28 14.85961(N)    086 53 28.73399(W) AD(       ) 3
 LB2607  NAD 27      -  40 28 14.74300(N)    086 53 28.68000(W) AD(       ) 3
 LB2607
 LB2607.Superseded values are not recommended for survey control.
 LB2607
 LB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2607.See file dsdata.pdf to determine how the superseded data were derived.
 LB2607
 LB2607_MARKER: 63 = STACK
 LB2607
 LB2607  HISTORY     - Date     Condition        Report By
 LB2607  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2607  HISTORY     - 1955     GOOD             CGS
 LB2607
 LB2607                          STATION DESCRIPTION
 LB2607
 LB2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2607'THIS IS AN INTERSECTION STATION.
 LB2607'
 LB2607'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF LA FAYETTE AT THE STATE
 LB2607'SOLDIERS HOME.  IT IS ABOUT 150 FEET HIGH, OF BRICK CONSTRUCTION AND
 LB2607'HAS A FLARED TOP.  IT IS 200 FEET SOUTH OF A PAVED ROAD AND 80 FEET
 LB2607'EAST OF A PAVED ROAD.  POINT OF INTERSECTION WAS THE CENTER OF
 LB2607'TOP.
 LB2607'
 LB2607'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BUSINESS
 LB2607'ROUTE) AND STATE HIGHWAY 43 ON THE NORTHWEST EDGE OF LA FAYETTE, GO
 LB2607'NORTH ON HIGHWAY 43 FOR 3.7 MILES TO THE ENTRANCE DRIVE INTO THE
 LB2607'STATE SOLDIERS HOME, TURN LEFT AND GO ABOUT 0.3 MILE TO THE CENTER
 LB2607'OF THE BUILDING AREA AND STATION AS DESCRIBED.
 LB2607
 LB2607                          STATION RECOVERY (1955)
 LB2607
 LB2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2607'STATION WAS RECOVERED BY A DIRECTION CHECK FROM TRIANGULATION STATION
 LB2607'MORENCI 1948.  THE OLD DESCRIPTION WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2118 ***********************************************************************
 HZ2118  DESIGNATION -  STATION 3
 HZ2118  PID         -  HZ2118
 HZ2118  STATE/COUNTY-  IN/CLARK
 HZ2118  COUNTRY     -  US
 HZ2118  USGS QUAD   -  OWEN (2019)
 HZ2118
 HZ2118                         *CURRENT SURVEY CONTROL
 HZ2118  ______________________________________________________________________
 HZ2118* NAD 83(1997) POSITION- 38 29 21.89941(N) 085 36 28.41559(W)   ADJUSTED
 HZ2118* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 HZ2118  ______________________________________________________________________
 HZ2118  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 HZ2118  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 HZ2118  HORZ ORDER      -  SECOND
 HZ2118
 HZ2118.The horizontal coordinates were established by classical geodetic methods
 HZ2118.and adjusted by the National Geodetic Survey in May 1999.
 HZ2118
 HZ2118.The orthometric height was scaled from a topographic map.
 HZ2118
 HZ2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2118.GEOID18 height accuracy estimate available here.
 HZ2118
 HZ2118.Click photographs - Photos may exist for this station.
 HZ2118
 HZ2118.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2118
 HZ2118. The following values were computed from the NAD 83(1997) position.
 HZ2118
 HZ2118;                    North         East     Units Scale Factor Converg.
 HZ2118;SPC IN E     -   359,819.630   105,127.550   MT  0.99996699   +0 02 11.7
 HZ2118;SPC IN E     - 1,180,508.24    344,905.97   sFT  0.99996699   +0 02 11.7
 HZ2118;SPC KY1Z     - 1,239,302.257 1,512,397.706   MT  0.99996209   +0 05 14.1
 HZ2118;SPC KY1Z     - 4,065,944.15  4,961,924.81   sFT  0.99996209   +0 05 14.1
 HZ2118;SPC KY N     -   110,695.793   381,538.663   MT  0.99996215   -0 50 40.9
 HZ2118;SPC KY N     -   363,174.45  1,251,764.76   sFT  0.99996215   -0 50 40.9
 HZ2118;UTM  16      - 4,261,037.121   621,409.231   MT  0.99978152   +0 51 59.4
 HZ2118
 HZ2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2118!SPC IN E     -   0.99997611  x   0.99996699  =   0.99994311
 HZ2118!SPC KY1Z     -   0.99997611  x   0.99996209  =   0.99993821
 HZ2118!SPC KY N     -   0.99997611  x   0.99996215  =   0.99993827
 HZ2118!UTM  16      -   0.99997611  x   0.99978152  =   0.99975764
 HZ2118
 HZ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2140961037(NAD 83)
 HZ2118
 HZ2118                          SUPERSEDED SURVEY CONTROL
 HZ2118
 HZ2118  NAD 83(1993)-  38 29 21.89987(N)    085 36 28.41552(W) AD(       ) 2
 HZ2118  NAD 83(1986)-  38 29 21.90218(N)    085 36 28.42164(W) AD(       ) 2
 HZ2118  NAD 27      -  38 29 21.67400(N)    085 36 28.56100(W) AD(       ) 2
 HZ2118
 HZ2118.Superseded values are not recommended for survey control.
 HZ2118
 HZ2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2118.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2118
 HZ2118_MARKER: P = PIPE CAP
 HZ2118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2118_STAMPING: STA NO 3 1905 612
 HZ2118_MARK LOGO: USGS
 HZ2118_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2118
 HZ2118  HISTORY     - Date     Condition        Report By
 HZ2118  HISTORY     - 1905     MONUMENTED       USGS
 HZ2118
 HZ2118                          STATION DESCRIPTION
 HZ2118
 HZ2118'DESCRIBED BY US GEOLOGICAL SURVEY 1905 (FXP)
 HZ2118'THE STATION IS LOCATED BESIDE THE OLD STATE HIGHWAY 62, ABOUT 4-1/2
 HZ2118'MILES NORTHEAST OF CHARLESTOWN, AND 4-1/4 MILES WEST OF SOLON. A
 HZ2118'TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION RUNYON TO
 HZ2118'THIS MARK. IT IS 21.311 METERS 69.92 FEET NORTH-NORTHEAST OF
 HZ2118'STATION RUNYON, 26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 HZ2118'OLD HIGHWAY, AND 3.4 FEET SOUTH OF A WIRE FENCE AND A 1-1/2 FOOT
 HZ2118'LOCUST TREE. THE MARK IS A STANDARD U.S.G.S. CAST IRON PIPE AND
 HZ2118'BRONZE DISK PROJECTING 5 INCHES, AND THE DISK IS STAMPED STA
 HZ2118'NO 3 1905 612.
 HZ2118'
 HZ2118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ2118'CHARLESTOWN, GO NORTHEAST ON THE LATTER FOR 4.9 MILES TO A SIDE
 HZ2118'ROAD ON THE LEFT. TURN LEFT, NORTH, AND GO ON THE MAIN ROAD FOR 1.15
 HZ2118'MILES TO A T-ROAD. TURN LEFT, WEST, AND GO ON OLD STATE HIGHWAY
 HZ2118'62 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1791 ***********************************************************************
 KA1791  DESIGNATION -  STAUNTON
 KA1791  PID         -  KA1791
 KA1791  STATE/COUNTY-  IN/CLAY
 KA1791  COUNTRY     -  US
 KA1791  USGS QUAD   -  STAUNTON (2019)
 KA1791
 KA1791                         *CURRENT SURVEY CONTROL
 KA1791  ______________________________________________________________________
 KA1791* NAD 83(1997) POSITION- 39 25 57.79896(N) 087 11 37.77457(W)   ADJUSTED
 KA1791* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 KA1791  ______________________________________________________________________
 KA1791  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 KA1791  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 KA1791  HORZ ORDER      -  SECOND
 KA1791
 KA1791.The horizontal coordinates were established by classical geodetic methods
 KA1791.and adjusted by the National Geodetic Survey in May 1999.
 KA1791
 KA1791.The orthometric height was scaled from a topographic map.
 KA1791
 KA1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1791.GEOID18 height accuracy estimate available here.
 KA1791
 KA1791.Click photographs - Photos may exist for this station.
 KA1791
 KA1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1791
 KA1791. The following values were computed from the NAD 83(1997) position.
 KA1791
 KA1791;                    North         East     Units Scale Factor Converg.
 KA1791;SPC IN W     -   464,541.139   890,487.285   MT  0.99996778   -0 04 12.7
 KA1791;SPC IN W     - 1,524,082.05  2,921,540.37   sFT  0.99996778   -0 04 12.7
 KA1791;UTM  16      - 4,364,815.910   483,318.947   MT  0.99960343   -0 07 23.2
 KA1791
 KA1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1791!SPC IN W     -   0.99997191  x   0.99996778  =   0.99993969
 KA1791!UTM  16      -   0.99997191  x   0.99960343  =   0.99957535
 KA1791
 KA1791:                Primary Azimuth Mark                     Grid Az
 KA1791:SPC IN W     -  PRAIRIE CITY                             075 49 46.0
 KA1791:UTM  16      -  PRAIRIE CITY                             075 52 56.5
 KA1791
 KA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8331864815(NAD 83)
 KA1791
 KA1791|---------------------------------------------------------------------|
 KA1791| PID    Reference Object                     Distance      Geod. Az  |
 KA1791|                                                           dddmmss.s |
 KA1791| CM4624 STAUNTON RM 1                        37.506 METERS 01252     |
 KA1791| KA1790 PRAIRIE CITY                        APPROX. 6.0 KM 0754533.3 |
 KA1791| CM4625 STAUNTON RM 2                        31.852 METERS 16121     |
 KA1791| CM4626 STAUNTON RM 3                        30.773 METERS 17653     |
 KA1791| KA1163 G 68                                               2754316.8 |
 KA1791|---------------------------------------------------------------------|
 KA1791
 KA1791                          SUPERSEDED SURVEY CONTROL
 KA1791
 KA1791  NAD 83(1986)-  39 25 57.80427(N)    087 11 37.76740(W) AD(       ) 2
 KA1791  NAD 27      -  39 25 57.66560(N)    087 11 37.70800(W) AD(       ) 2
 KA1791
 KA1791.Superseded values are not recommended for survey control.
 KA1791
 KA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1791.See file dsdata.pdf to determine how the superseded data were derived.
 KA1791
 KA1791_MARKER: DS = TRIANGULATION STATION DISK
 KA1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1791_STAMPING: STAUNTON 1947
 KA1791_MARK LOGO: CGS
 KA1791_PROJECTION: FLUSH
 KA1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1791+STABILITY: SURFACE MOTION
 KA1791
 KA1791  HISTORY     - Date     Condition        Report By
 KA1791  HISTORY     - 1947     MONUMENTED       CGS
 KA1791  HISTORY     - 1976     GOOD             LOCENG
 KA1791  HISTORY     - 1976     GOOD             NGS
 KA1791
 KA1791                          STATION DESCRIPTION
 KA1791
 KA1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1791'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF BRAZIL AND
 KA1791'4 MILES SOUTH OF THE SMALL COMMUNITY OF STAUNTON ON PROPERTY OWNED
 KA1791'BY MR. ALEX MODESITT. IT IS 164 FEET SOUTH OF THE APPROXIMATE
 KA1791'CENTERLINE OF A GRAVELED ROAD, 59 FEET WEST OF THE APPROXIMATE
 KA1791'CENTERLINE OF A DRIVEWAY, 28 FEET EAST OF A FENCE AND 16 FEET SOUTH
 KA1791'OF A FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1791'STAMPED STAUNTON 1947.
 KA1791'
 KA1791'REFERENCE MARK NO. 1 IS 123.04 FEET NORTH OF THE STATION, 41 FEET
 KA1791'SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, 30 FEET
 KA1791'WEST OF THE APPRROXIMATE CENTERLINE OF THE DRIVEWAY, AND 1 FOOT SOUTH
 KA1791'OF A FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1791'STAMPED STAUNTON NO1 1947.
 KA1791'
 KA1791'REFERENCE MARK NO. 2 IS 104.50 FEET SOUTHEAST OF THE STATION, 52 FEET
 KA1791'WEST OF THE NORTHEAST CORNER OF A BARN, 27 FEET EAST OF THE
 KA1791'NORTHWEST CORNER OF THE BARN, AND 4 FEET NORTH OF THE BARN. THE MARK
 KA1791'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED STAUTON NO 2
 KA1791'1947.
 KA1791'
 KA1791'G 68 1946 N.G.S. BM WAS USED AS AN AZIMUTH FOR THIS STATION.  IT IS
 KA1791'0.5 MILE WEST OF THE STATION, 27 FEET NORTH OF THE APPROXIMATE
 KA1791'CENTERLINE OF AN EAST AND WEST GRAVELED ROAD, 20 FEET WEST OF THE
 KA1791'APPROXIMATE CENTERLINE OF A NORTH AND SOUTH GRAVELED ROAD, AND 2
 KA1791'FEET SOUTH OF A WITNESS POST. THE MARK PROJECTS 3 INCHES, AND THE
 KA1791'DISK IS A STANDARD BRONZE U.S.C. AND G.S. BM STAMPED G 68 1946.
 KA1791'
 KA1791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 42,
 KA1791'WHICH IS 5.5 MILES SOUTH OF BRAZIL, VIA HIGHWAY 59, GO WEST ON
 KA1791'HIGHWAY 42 FOR 4.1 MILES TO A CROSSROAD, TURN LEFT HERE ON A GRAVELED
 KA1791'ROAD AND GO 1.1 MILES TO ANOTHER CROSSROAD AND THE AZIMUTH MARK ON
 KA1791'THE RIGHT, TURN LEFT HERE AND GO 0.5 MILE TO THE STATION ON THE RIGHT
 KA1791'AS DESCRIBED.
 KA1791'
 KA1791'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1791
 KA1791                          STATION RECOVERY (1976)
 KA1791
 KA1791'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (VRP)
 KA1791'STAUNTON RECOVERED IN GOOD CONDITION.
 KA1791'
 KA1791'REF MK 1 RECOVERED IN GOOD CONDITION.
 KA1791'
 KA1791'REF MK 2 DESTROYED.
 KA1791'
 KA1791'AZIMUTH MARK DESTROYED.
 KA1791'
 KA1791'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MI SSW OF BRAZIL
 KA1791'4 MI SOUTH STAUNTON.
 KA1791
 KA1791                          STATION RECOVERY (1976)
 KA1791
 KA1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KA1791'STATION MARK AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 KA1791'REFERENCE MARK 2 WAS FOUND UP-ROOTED AND PULLED BEHIND A BARN.
 KA1791'BENCH MARK G 68 1946 (USED AS THE AZIMUTH MARK) WAS FOUND DESTROYED
 KA1791'AND NOT IN ITS ORIGINAL PLACE.  THERE IS NO PLACE TO SET A NEW
 KA1791'AZIMUTH MARK.  THE STATION IS NOW ON PROPERTY OWNED BY MR. ALEX
 KA1791'MODESITT.  IT IS 165 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KA1791'101 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 59 FEET WEST OF
 KA1791'THE CENTERLINE OF THE DRIVEWAY, 53 FEET SOUTHWEST OF A 20-INCH
 KA1791'CHERRY TREE AND 20 FEET EAST OF THE WEST EDGE OF THE LAWN.  THE
 KA1791'MONUMENT IS FLUSH AND THE DISK STAMPED STAUNTON 1974.
 KA1791'
 KA1791'REFERENCE MARK 1 IS 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KA1791'HOUSE, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 31 FEET WEST
 KA1791'OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
 KA1791'DISK IS STAMPED STAUNTON NO 1 1947.
 KA1791'
 KA1791'REFERENCE MARK 3 IS 19.5 FEET NORTHEAST OF THE CENTER OF AN OLD SILO
 KA1791'BASE 1.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN.  THE
 KA1791'MONUMENT IS A 3-FOOT ALUMINUM MARKER WITH 3-MAGNETS ATTACHED AND
 KA1791'PROJECTS 3 INCHES.  THE DISK IS STAMPED STAUNTON 1947 NO 3 1976.
 KA1791'
 KA1791'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 59
 KA1791'AND 42, ABOUT 6 MILES SOUTH OF BRAZIL, GO WEST ON STATE HIGHWAY
 KA1791'42 FOR 4 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 KA1791'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 KA1791'ON A GRAVELED ROAD FOR 0.5 MILE TO A LARGE HOUSE ON THE RIGHT AND THE
 KA1791'STATION AS DESCRIBED.
 KA1791'
 KA1791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 KA1791'SOUTH-SOUTHWEST OF BRAZIL.
 KA1791'
 KA1791'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1970 ***********************************************************************
 JA1970  DESIGNATION -  STENDAL
 JA1970  PID         -  JA1970
 JA1970  STATE/COUNTY-  IN/PIKE
 JA1970  COUNTRY     -  US
 JA1970  USGS QUAD   -  AUGUSTA (2019)
 JA1970
 JA1970                         *CURRENT SURVEY CONTROL
 JA1970  ______________________________________________________________________
 JA1970* NAD 83(1997) POSITION- 38 16 01.14229(N) 087 08 31.40374(W)   ADJUSTED
 JA1970* NAVD 88 ORTHO HEIGHT -   190.65  (+/-2cm)      625.5   (feet) VERTCON3
 JA1970  ______________________________________________________________________
 JA1970  GEOID HEIGHT    -        -31.866 (meters)                     GEOID18
 JA1970  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 JA1970  HORZ ORDER      -  SECOND
 JA1970  VERT ORDER      -  THIRD ? (See Below)
 JA1970
 JA1970.The horizontal coordinates were established by classical geodetic methods
 JA1970.and adjusted by the National Geodetic Survey in May 1999.
 JA1970
 JA1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1970
 JA1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1970.GEOID18 height accuracy estimate available here.
 JA1970
 JA1970.The vertical order pertains to the NGVD 29 superseded value.
 JA1970
 JA1970.Click photographs - Photos may exist for this station.
 JA1970
 JA1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1970
 JA1970. The following values were computed from the NAD 83(1997) position.
 JA1970
 JA1970;                    North         East     Units Scale Factor Converg.
 JA1970;SPC IN W     -   335,129.625   894,861.118   MT  0.99996699   -0 02 10.9
 JA1970;SPC IN W     - 1,099,504.44  2,935,890.18   sFT  0.99996699   -0 02 10.9
 JA1970;UTM  16      - 4,235,447.662   487,573.160   MT  0.99960190   -0 05 16.7
 JA1970
 JA1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1970!SPC IN W     -   0.99997509  x   0.99996699  =   0.99994208
 JA1970!UTM  16      -   0.99997509  x   0.99960190  =   0.99957700
 JA1970
 JA1970:                Primary Azimuth Mark                     Grid Az
 JA1970:SPC IN W     -  STENDAL AZ MK                            082 30 43.1
 JA1970:UTM  16      -  STENDAL AZ MK                            082 33 48.9
 JA1970
 JA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8757335447(NAD 83)
 JA1970
 JA1970|---------------------------------------------------------------------|
 JA1970| PID    Reference Object                     Distance      Geod. Az  |
 JA1970|                                                           dddmmss.s |
 JA1970| CG9187 STENDAL AZ MK                                      0822832.2 |
 JA1970| CG9188 STENDAL RM 1                         37.567 METERS 11941     |
 JA1970| CG9189 STENDAL RM 2                         30.608 METERS 34805     |
 JA1970|---------------------------------------------------------------------|
 JA1970
 JA1970                          SUPERSEDED SURVEY CONTROL
 JA1970
 JA1970  NAD 83(1993)-  38 16 01.14573(N)    087 08 31.40443(W) AD(       ) 2
 JA1970  NAD 83(1986)-  38 16 01.15022(N)    087 08 31.40597(W) AD(       ) 2
 JA1970  NAD 27      -  38 16 00.96800(N)    087 08 31.39400(W) AD(       ) 2
 JA1970  NGVD 29             190.76   (m)          625.9    (f) LEVELING    3  
 JA1970
 JA1970.Superseded values are not recommended for survey control.
 JA1970
 JA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1970.See file dsdata.pdf to determine how the superseded data were derived.
 JA1970
 JA1970_MARKER: DS = TRIANGULATION STATION DISK
 JA1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1970_STAMPING: STENDAL 1946
 JA1970_MARK LOGO: CGS
 JA1970_PROJECTION: FLUSH
 JA1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1970+STABILITY: SURFACE MOTION
 JA1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1970+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 JA1970
 JA1970  HISTORY     - Date     Condition        Report By
 JA1970  HISTORY     - 1946     MONUMENTED       CGS
 JA1970  HISTORY     - 1979     GOOD             NGS
 JA1970  HISTORY     - 20080425 GOOD             ACCU
 JA1970
 JA1970                          STATION DESCRIPTION
 JA1970
 JA1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1970'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE PUBLIC SCHOOL
 JA1970'GROUNDS IN STENDAL, A SMALL TOWN ON STATE HIGHWAY 64.  IT IS 88 FEET
 JA1970'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 45 FEET
 JA1970'SOUTHEAST OF A POWER POLE AND 39 FEET EAST OF THE CENTERLINE OF A
 JA1970'GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1970'STAMPED STENDAL 1946.
 JA1970'
 JA1970'REFERENCE MARK NO 1 123.26 FEET SOUTHEAST OF THE STATION, 123 FEET
 JA1970'SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 2 FEET NORTH
 JA1970'OF A HEDGE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JA1970'STADAL NO 1 1946.
 JA1970'
 JA1970'REFERENCE MARK NO 2 IS 100.35 FEET NORTHWEST OF THE STATION, 94 FEET
 JA1970'NORTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 19 FEET
 JA1970'NORTH OF THE NORTH EDGE OF A SIDEWALK AND 18 FEET EAST OF THE
 JA1970'CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1970'THE DISK IS STAMPED STENDAL NO 2 1946.
 JA1970'
 JA1970'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON HIGHWAY
 JA1970'64 FOR 1.65 MILES TO THE MARK ON THE LEFT.  IT IS 26 FEET NORTH OF THE
 JA1970'CENTERLINE OF THE HIGHWAY, 3.5 FEET SOUTH OF A FENCE CORNER, 2.5 FEET
 JA1970'WEST OF A WITNESS POST AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK
 JA1970'PROJECTS 3 INCHES AND THE DISK IS STAMPED STENDAL 1946.
 JA1970'
 JA1970'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1970
 JA1970                          STATION RECOVERY (1979)
 JA1970
 JA1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1970'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 JA1970'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 JA1970'THE DISTANCE TO RM 1 CHECKED.  RM 2 WAS SHORTER BY 0.07 FT.  THE ANGLE
 JA1970'RM 1 RM 2 WAS SMALLER BY 3 MINUTES AND 30 SECONDS.  AN POLARIS
 JA1970'OBSERVATION MAY BE TAKEN WHEN TIME AND SCHEDULE ALLOWS, AS NO OBJECT
 JA1970'VISIBLE AT THIS TIME TO ESTABLISH ANOTHER AZIMUTH MARK FROM.  A NEW
 JA1970'DESCRIPTION AND TO REACH.
 JA1970'
 JA1970'THE STATION IS LOCATED NEAR THE SW CORNER OF GROUNDS OF THE STENDAL
 JA1970'COMMUNITY CLUB AT STENDAL.  IT IS 71 FEET NW OF THE SW CORNER OF THE
 JA1970'COMMUNITY CLUB BUILDING, 65.6 FT W OF THE W FACE OF BUILDING, 66.3 FT
 JA1970'NE OF POWER LINE POLE 73 428, 43.1 FT SE OF POWER LINE POLE 73 429 AND
 JA1970'39 FT E OF CENTER LINE OF PAVED ROAD.  THE MARK IS FLUSH AND THE DISK
 JA1970'STAMPED STENDAL 1946.
 JA1970'
 JA1970'RM 1 IS 54 FT SE OF SW CORNER OF BUILDING, 19 FT S OF CENTER LINE OF
 JA1970'GRAVELED DRIVEWAY AND 3.5 FT N OF A ROW OF BUSHES.  THE MARK IS FLUSH
 JA1970'AND THE DISK STAMPED STENDAL NO 1 1946.
 JA1970'
 JA1970'RM 2 IS LOCATED AT THE SW EDGE OF A GRAVELED PARKING LOT, 88 FT WSW OF
 JA1970'NW CORNER OF BUILDING, 18 FT E OF CENTER LINE OF PAVED ROAD, 19 FT N
 JA1970'OF N EDGE OF SIDEWALK AND 49 FT W OF FLAG POLE.  THE MARK IS FLUSH AND
 JA1970'THE DISK STAMPED STENDAL NO 2 1946.
 JA1970'
 JA1970'TO REACH THE STATION FROM STATE HIGHWAYS 64 AND 257 WHICH IS ABOUT 12
 JA1970'MILES W OF HUNTINGBURG, GO S ON HIGHWAY 257 FOR 4.2 MILES TO A CROSS
 JA1970'ROAD AT STENDAL AND THE END OF HIGHWAY 257.  TURN LEFT AND GO E ON OLD
 JA1970'HIGHWAY 64 FOR 0.1 MILE TO STATION ON RIGHT AS DESCRIBED.
 JA1970
 JA1970                          STATION RECOVERY (2008)
 JA1970
 JA1970'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WC)
 JA1970'MARK IS SET IN THE CHURCH PARKING LOT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0649 ***********************************************************************
 LB0649  DESIGNATION -  STERN
 LB0649  PID         -  LB0649
 LB0649  STATE/COUNTY-  IN/CLINTON
 LB0649  COUNTRY     -  US
 LB0649  USGS QUAD   -  MECHANICSBURG (2019)
 LB0649
 LB0649                         *CURRENT SURVEY CONTROL
 LB0649  ______________________________________________________________________
 LB0649* NAD 83(1997) POSITION- 40 11 29.48043(N) 086 28 21.83873(W)   ADJUSTED
 LB0649* NAVD 88 ORTHO HEIGHT -   272.300 (meters)      893.37  (feet) ADJUSTED
 LB0649  ______________________________________________________________________
 LB0649  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 LB0649  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 LB0649  DYNAMIC HEIGHT  -        272.153 (meters)      892.89  (feet) COMP
 LB0649  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LB0649
 LB0649  HORZ ORDER      -  FIRST
 LB0649  VERT ORDER      -  SECOND    CLASS 0
 LB0649
 LB0649.The horizontal coordinates were established by classical geodetic methods
 LB0649.and adjusted by the National Geodetic Survey in May 1999.
 LB0649
 LB0649.The orthometric height was determined by differential leveling and
 LB0649.adjusted by the NATIONAL GEODETIC SURVEY
 LB0649.in June 1991.
 LB0649
 LB0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0649.GEOID18 height accuracy estimate available here.
 LB0649
 LB0649.Click photographs - Photos may exist for this station.
 LB0649
 LB0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0649
 LB0649.The dynamic height is computed by dividing the NAVD 88
 LB0649.geopotential number by the normal gravity value computed on the
 LB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0649.degrees latitude (g = 980.6199 gals.).
 LB0649
 LB0649.The modeled gravity was interpolated from observed gravity values.
 LB0649
 LB0649. The following values were computed from the NAD 83(1997) position.
 LB0649
 LB0649;                    North         East     Units Scale Factor Converg.
 LB0649;SPC IN W     -   548,961.690   951,993.987   MT  0.99999993   +0 23 38.6
 LB0649;SPC IN W     - 1,801,051.81  3,123,333.61   sFT  0.99999993   +0 23 38.6
 LB0649;UTM  16      - 4,449,147.951   544,881.467   MT  0.99962480   +0 20 25.0
 LB0649
 LB0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0649!SPC IN W     -   0.99996261  x   0.99999993  =   0.99996254
 LB0649!UTM  16      -   0.99996261  x   0.99962480  =   0.99958742
 LB0649
 LB0649:                Primary Azimuth Mark                     Grid Az
 LB0649:SPC IN W     -  FRANKFORT CITY POWER PLANT STK           347 20 01.2
 LB0649:UTM  16      -  FRANKFORT CITY POWER PLANT STK           347 23 14.8
 LB0649
 LB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4488149147(NAD 83)
 LB0649
 LB0649|---------------------------------------------------------------------|
 LB0649| PID    Reference Object                     Distance      Geod. Az  |
 LB0649|                                                           dddmmss.s |
 LB0649| CD1285 STERN RM 3                           15.520 METERS 00216     |
 LB0649| LB2524 KIRKLIN MUNICIPAL TANK              APPROX. 9.6 KM 0885429.0 |
 LB0649| LB0650 STERN RM 1                           43.678 METERS 14903     |
 LB0649| LB2527 LEBANON INTST PUB SERV CO TANK      APPROX.16.5 KM 1770645.3 |
 LB0649| LB0647 STERN AZ MK                                        2523741.7 |
 LB0649| LB0648 STERN RM 2                           43.248 METERS 27551     |
 LB0649| LB2548 FRANKFORT INDIANA BRASS CO TK       APPROX.10.8 KM 3375500.8 |
 LB0649| LB2551 FRANKFORT HEATING PLANT STACK       APPROX.10.6 KM 3411720.5 |
 LB0649| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX.10.5 KM 3414433.8 |
 LB0649| LB2547 FRANKFORT CITY PARK TANK            APPROX.11.6 KM 3465037.8 |
 LB0649| LB2539 FRANKFORT CITY POWER PLANT STK      APPROX.10.7 KM 3474339.8 |
 LB0649|---------------------------------------------------------------------|
 LB0649
 LB0649                          SUPERSEDED SURVEY CONTROL
 LB0649
 LB0649  NAD 83(1986)-  40 11 29.48798(N)    086 28 21.85206(W) AD(       ) 1
 LB0649  NAD 27      -  40 11 29.35000(N)    086 28 21.84500(W) AD(       ) 1
 LB0649  NGVD 29 (??/??/92)  272.401  (m)          893.70   (f) ADJ UNCH    2 0
 LB0649  NGVD 29             272.40   (m)          893.7    (f) LEVELING    3  
 LB0649
 LB0649.Superseded values are not recommended for survey control.
 LB0649
 LB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0649.See file dsdata.pdf to determine how the superseded data were derived.
 LB0649
 LB0649_MARKER: DS = TRIANGULATION STATION DISK
 LB0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0649_STAMPING: STERN 1934
 LB0649_MARK LOGO: CGS
 LB0649_PROJECTION: RECESSED 30 CENTIMETERS
 LB0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0649+STABILITY: SURFACE MOTION
 LB0649
 LB0649  HISTORY     - Date     Condition        Report By
 LB0649  HISTORY     - 1934     MONUMENTED       CGS
 LB0649  HISTORY     - 1946     GOOD             CGS
 LB0649  HISTORY     - 1948     GOOD             CGS
 LB0649  HISTORY     - 1969     GOOD             CGS
 LB0649
 LB0649                          STATION DESCRIPTION
 LB0649
 LB0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0649'6.5 MILES SOUTH AND 0.85 MILE EAST OF FRANKFORT, 0.85 MILE EAST OF
 LB0649'STATE HIGHWAY 39, IN FIELD OWNED BY W. H. STERN, ABOUT 35 FEET SOUTH
 LB0649'OF GRAVEL ROAD, 13 FEET SOUTH OF FENCE LINE, 74 FEET WEST OF FENCE
 LB0649'LINE, 40.5 FEET WEST-SOUTHWEST OF VERY LARGE TRIANGULAR-BLAZED
 LB0649'WATER OAK IN FENCE LINE, AND IS 12 INCHES BELOW THE SURFACE OF
 LB0649'GROUND.
 LB0649'
 LB0649'TO REACH FROM FRANKFORT, GO SOUTH ON STATE HIGHWAY 39, STARTING FROM
 LB0649'THE INTERSECTION OF STATE HIGHWAYS 39 AND 28 FOR 6.5 MILES TO A
 LB0649'GRAVEL CROSS ROAD. THENCE EAST 0.85 MILE TO STATION ON SOUTH SIDE OF
 LB0649'ROAD.
 LB0649'
 LB0649'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB0649'DISKS SET IN CONCRETE.
 LB0649'
 LB0649'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 6 INCHES WEST OF
 LB0649'FENCE LINE, 45 YARDS SOUTH OF GATE, AND PROJECTS 6 INCHES.
 LB0649'
 LB0649'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 1 FOOT SOUTH
 LB0649'OF THE FENCE LINE, 20 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, AND
 LB0649'PROJECTS 8 INCHES.  THE DISTANCE BETWEEN REFERENCE MARKS IS
 LB0649'255.03 FEET.
 LB0649'
 LB0649'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 25 FEET WEST OF THE
 LB0649'CENTER LINE OF STATE HIGHWAY 39, 6 INCHES WEST OF FENCE LINE, 15
 LB0649'FEET SOUTH OF FENCE CORNER, ABOUT 0.3 MILE SOUTH OF CROSSROADS, AND
 LB0649'PROJECTS 6 INCHES.
 LB0649
 LB0649                          STATION RECOVERY (1946)
 LB0649
 LB0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0649'3 MI NE FROM MECHANICSBURG.
 LB0649'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE BANK
 LB0649'BUILDING AT MECHANICSBURG, THENCE 0.8 MILE EAST ALONG A GRAVEL
 LB0649'ROAD, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 35 FEET
 LB0649'SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE SOUTH
 LB0649'RIGHT-OF-WAY FENCE LINE, 74 FEET WEST OF A NORTH-SOUTH FENCE
 LB0649'LINE, 40.5 FEET WEST-SOUTHWEST OF A TRIANGULARLY BLAZED 38-INCH
 LB0649'WATER OAK TREE, SET IN TOP OF A CONCRETE POST ABOUT 1 FOOT
 LB0649'BELOW THE SURFACE OF THE GROUND.  A STANDARD TRIANGULATION-STATION
 LB0649'DISK, STAMPED STERN 1934.
 LB0649
 LB0649                          STATION RECOVERY (1948)
 LB0649
 LB0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB0649'RECOVERED AS DESCRIBED.
 LB0649
 LB0649                          STATION RECOVERY (1969)
 LB0649
 LB0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB0649'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 LB0649'CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 LB0649'FOUND.  THE ROAD HAS BEEN WIDENED AT THE SITE OF THE AZIMUTH MARK
 LB0649'AND IT IS THOUGHT THAT THE MARK WAS DESTROYED BY CONSTRUCTION.
 LB0649'REFERENCE MARK 1 WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER
 LB0649'AFTER A REFERENCE MARK 3 WAS SET.  THE DISTANCE TO THE REFERENCE
 LB0649'MARKS CHECKED.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 LB0649'CHECKED.  THERE WERE NO OBJECTS VISIBLE AT THIS TIME TO SET A NEW
 LB0649'AZIMUTH MARK BY.  AT A LATER DATE WHEN THE CORN TO THE NORTH OF THE
 LB0649'STATION IS CUT THERE IS A POSSIBLE CHANCE THAT THE INTERSECTION
 LB0649'STATIONS IN FRANKFORT WILL SEE.  A NEW DESCRIPTION FOLLOWS--
 LB0649'
 LB0649'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A CULTIVATED FIELD
 LB0649'OWNED BY MRS. RICHARD PULLMAN, 32 FEET SOUTH OF THE CENTERLINE OF A
 LB0649'PAVED ROAD, 143 FEET EAST OF A METAL WITNESS POST, 70 FEET
 LB0649'SOUTHWEST OF THE CENTERLINE OF A FIELD ENTRANCE, 60 FEET SOUTHWEST
 LB0649'OF A CONCRETE HEADWALL (W 1 OF 2), 10 FEET SOUTH OF THE NORTH
 LB0649'EDGE OF THE FIELD AND 51 FEET SOUTH OF A METAL WITNESS POST AND
 LB0649'FENCE.  THE MONUMENT IS 9 INCHES UNDERGROUND AND THE DISK IS
 LB0649'STAMPED STERN 1934.
 LB0649'
 LB0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 39 IN
 LB0649'FRANKFORT, GO SOUTH ON HIGHWAY 39 FOR 6.5 MILES TO A PAVED
 LB0649'CROSSROAD.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.85 MILE
 LB0649'TO THE STATION ON THE RIGHT.
 LB0649'
 LB0649'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 LB0649'FOOT EAST OF A METAL WITNESS POST, 2 FEET NORTH OF THE NORTH EDGE OF
 LB0649'THE FIELD AND 39 FEET SOUTH OF A FENCE.  THE MONUMENT PROJECTS 4
 LB0649'INCHES AND THE DISK IS STAMPED STERN NO 11 1934.
 LB0649'
 LB0649'REFERENCE MARK 3 IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 LB0649'FOOT SOUTH OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 LB0649'68 FEET NORTHWEST OF THE HEADWALL.  THE MONUMENT PROJECTS 4 INCHES
 LB0649'AND THE DISK IS STAMPED STERN 1934 NO 3 1969.
 LB0649'
 LB0649'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB0649'
 LB0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 LB0649'SOUTH OF FRANKFORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0647 ***********************************************************************
 LB0647  DESIGNATION -  STERN AZ MK
 LB0647  PID         -  LB0647
 LB0647  STATE/COUNTY-  IN/CLINTON
 LB0647  COUNTRY     -  US
 LB0647  USGS QUAD   -  MECHANICSBURG (2019)
 LB0647
 LB0647                         *CURRENT SURVEY CONTROL
 LB0647  ______________________________________________________________________
 LB0647* NAD 83(1986) POSITION- 40 11 16.     (N) 086 29 17.     (W)   SCALED
 LB0647* NAVD 88 ORTHO HEIGHT -   268.459 (meters)      880.77  (feet) ADJUSTED
 LB0647  ______________________________________________________________________
 LB0647  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 LB0647  DYNAMIC HEIGHT  -        268.314 (meters)      880.29  (feet) COMP
 LB0647  MODELED GRAVITY -    980,079.6   (mgal)                       NAVD 88
 LB0647
 LB0647  VERT ORDER      -  SECOND    CLASS 0
 LB0647
 LB0647.The horizontal coordinates were scaled from a map and have
 LB0647.an estimated accuracy of +/- 6 seconds.
 LB0647
 LB0647.The orthometric height was determined by differential leveling and
 LB0647.adjusted by the NATIONAL GEODETIC SURVEY
 LB0647.in June 1991.
 LB0647
 LB0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0647.GEOID18 height accuracy estimate available here.
 LB0647
 LB0647.Click photographs - Photos may exist for this station.
 LB0647
 LB0647.The dynamic height is computed by dividing the NAVD 88
 LB0647.geopotential number by the normal gravity value computed on the
 LB0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0647.degrees latitude (g = 980.6199 gals.).
 LB0647
 LB0647.The modeled gravity was interpolated from observed gravity values.
 LB0647
 LB0647;                    North         East    Units  Estimated Accuracy
 LB0647;SPC IN W     -   548,540.      950,690.      MT  (+/- 180 meters Scaled)
 LB0647
 LB0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK435487(NAD 83)
 LB0647
 LB0647                          SUPERSEDED SURVEY CONTROL
 LB0647
 LB0647  NGVD 29 (??/??/92)  268.561  (m)          881.10   (f) ADJ UNCH    2 0
 LB0647
 LB0647.Superseded values are not recommended for survey control.
 LB0647
 LB0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0647.See file dsdata.pdf to determine how the superseded data were derived.
 LB0647
 LB0647_MARKER: DZ = AZIMUTH MARK DISK
 LB0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0647_STAMPING: STERN 1934
 LB0647_MARK LOGO: CGS
 LB0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0647+STABILITY: SURFACE MOTION
 LB0647
 LB0647  HISTORY     - Date     Condition        Report By
 LB0647  HISTORY     - 1934     MONUMENTED       CGS
 LB0647  HISTORY     - 1946     GOOD             CGS
 LB0647  HISTORY     - 1981     GOOD             LOCSUR
 LB0647
 LB0647                          STATION DESCRIPTION
 LB0647
 LB0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0647'2 MI N FROM MECHANICSBURG.
 LB0647'ALONG STATE HIGHWAY 39 ABOUT 1.95 MILE NORTH OF THE BANK
 LB0647'BUILDING AT MECHANICSBURG, ABOUT 0.75 MILE NORTH OF THE
 LB0647'BOONE-CLINTON COUNTY LINE, 25 FEET WEST OF THE CENTER LINE OF
 LB0647'THE HIGHWAY, 13 FEET SOUTH OF A FENCE CORNER, 57 FEET SOUTHEAST
 LB0647'OF THE SOUTHEAST CORNER OF THE G.E. WARREN FARM HOUSE, 1.4
 LB0647'FOOT WEST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 LB0647'OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 LB0647'A STANDARD AZIMUTH-MARK DISK, STAMPED STERN 1934.
 LB0647
 LB0647                          STATION RECOVERY (1981)
 LB0647
 LB0647'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LB0647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0650 ***********************************************************************
 LB0650  DESIGNATION -  STERN RM 1
 LB0650  PID         -  LB0650
 LB0650  STATE/COUNTY-  IN/CLINTON
 LB0650  COUNTRY     -  US
 LB0650  USGS QUAD   -  MECHANICSBURG (2019)
 LB0650
 LB0650                         *CURRENT SURVEY CONTROL
 LB0650  ______________________________________________________________________
 LB0650* NAD 83(1986) POSITION- 40 11 28.26   (N) 086 28 20.89   (W)   HD_HELD1
 LB0650* NAVD 88 ORTHO HEIGHT -   272.636 (meters)      894.47  (feet) ADJUSTED
 LB0650  ______________________________________________________________________
 LB0650  GEOID HEIGHT    -        -33.927 (meters)                     GEOID18
 LB0650  DYNAMIC HEIGHT  -        272.489 (meters)      893.99  (feet) COMP
 LB0650  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LB0650
 LB0650  VERT ORDER      -  SECOND    CLASS 0
 LB0650
 LB0650.The horizontal coordinates were determined by differentially corrected
 LB0650.hand held GPS observations or other comparable positioning techniques
 LB0650.and have an estimated accuracy of +/- 3 meters.
 LB0650
 LB0650.The orthometric height was determined by differential leveling and
 LB0650.adjusted by the NATIONAL GEODETIC SURVEY
 LB0650.in June 1991.
 LB0650
 LB0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0650.GEOID18 height accuracy estimate available here.
 LB0650
 LB0650.Click photographs - Photos may exist for this station.
 LB0650
 LB0650.The dynamic height is computed by dividing the NAVD 88
 LB0650.geopotential number by the normal gravity value computed on the
 LB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0650.degrees latitude (g = 980.6199 gals.).
 LB0650
 LB0650.The modeled gravity was interpolated from observed gravity values.
 LB0650
 LB0650;                    North         East    Units  Estimated Accuracy
 LB0650;SPC IN W     -   548,924.2     952,016.7     MT  (+/- 3 meters HH1 GPS) 
 LB0650
 LB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4490449110(NAD 83)
 LB0650
 LB0650                          SUPERSEDED SURVEY CONTROL
 LB0650
 LB0650  NGVD 29 (??/??/92)  272.737  (m)          894.80   (f) ADJ UNCH    2 0
 LB0650
 LB0650.Superseded values are not recommended for survey control.
 LB0650
 LB0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0650.See file dsdata.pdf to determine how the superseded data were derived.
 LB0650
 LB0650_MARKER: DR = REFERENCE MARK DISK
 LB0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0650_STAMPING: STERN NO 1 1934
 LB0650_MARK LOGO: CGS
 LB0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0650+STABILITY: SURFACE MOTION
 LB0650
 LB0650  HISTORY     - Date     Condition        Report By
 LB0650  HISTORY     - 1934     MONUMENTED       CGS
 LB0650  HISTORY     - 1946     GOOD             CGS
 LB0650
 LB0650                          STATION DESCRIPTION
 LB0650
 LB0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0650'3 MI NE FROM MECHANICSBURG.
 LB0650'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE BANK
 LB0650'BUILDING AT MECHANICSBURG, THENCE 0.8 MILE EAST ALONG A GRAVEL
 LB0650'ROAD, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 45 YARDS
 LB0650'SOUTH OF AN ENTRANCE GATE INTO THE FIELD, 6 FEET WEST OF THE
 LB0650'NORTH-SOUTH FENCE LINE, 1 1/2 FOOT NORTH OF A WHITE WOODEN
 LB0650'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0650'ABOUT 6 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK
 LB0650'DISK, STAMPED STERN NO 1 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0648 ***********************************************************************
 LB0648  DESIGNATION -  STERN RM 2
 LB0648  PID         -  LB0648
 LB0648  STATE/COUNTY-  IN/CLINTON
 LB0648  COUNTRY     -  US
 LB0648  USGS QUAD   -  MECHANICSBURG (2019)
 LB0648
 LB0648                         *CURRENT SURVEY CONTROL
 LB0648  ______________________________________________________________________
 LB0648* NAD 83(1986) POSITION- 40 11 29.62   (N) 086 28 23.66   (W)   HD_HELD1
 LB0648* NAVD 88 ORTHO HEIGHT -   272.464 (meters)      893.91  (feet) ADJUSTED
 LB0648  ______________________________________________________________________
 LB0648  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 LB0648  DYNAMIC HEIGHT  -        272.316 (meters)      893.42  (feet) COMP
 LB0648  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LB0648
 LB0648  VERT ORDER      -  SECOND    CLASS 0
 LB0648
 LB0648.The horizontal coordinates were determined by differentially corrected
 LB0648.hand held GPS observations or other comparable positioning techniques
 LB0648.and have an estimated accuracy of +/- 3 meters.
 LB0648
 LB0648.The orthometric height was determined by differential leveling and
 LB0648.adjusted by the NATIONAL GEODETIC SURVEY
 LB0648.in June 1991.
 LB0648
 LB0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0648.GEOID18 height accuracy estimate available here.
 LB0648
 LB0648.Click photographs - Photos may exist for this station.
 LB0648
 LB0648.The dynamic height is computed by dividing the NAVD 88
 LB0648.geopotential number by the normal gravity value computed on the
 LB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0648.degrees latitude (g = 980.6199 gals.).
 LB0648
 LB0648.The modeled gravity was interpolated from observed gravity values.
 LB0648
 LB0648;                    North         East    Units  Estimated Accuracy
 LB0648;SPC IN W     -   548,965.7     951,950.9     MT  (+/- 3 meters HH1 GPS) 
 LB0648
 LB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4483849151(NAD 83)
 LB0648
 LB0648                          SUPERSEDED SURVEY CONTROL
 LB0648
 LB0648  NGVD 29 (??/??/92)  272.565  (m)          894.24   (f) ADJ UNCH    2 0
 LB0648
 LB0648.Superseded values are not recommended for survey control.
 LB0648
 LB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0648.See file dsdata.pdf to determine how the superseded data were derived.
 LB0648
 LB0648_MARKER: DR = REFERENCE MARK DISK
 LB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0648_STAMPING: STERN NO 2 1934
 LB0648_MARK LOGO: CGS
 LB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0648+STABILITY: SURFACE MOTION
 LB0648
 LB0648  HISTORY     - Date     Condition        Report By
 LB0648  HISTORY     - 1934     MONUMENTED       CGS
 LB0648  HISTORY     - 1946     GOOD             CGS
 LB0648
 LB0648                          STATION DESCRIPTION
 LB0648
 LB0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0648'3 MI NE FROM MECHANICSBURG.
 LB0648'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE BANK
 LB0648'BUILDING AT MECHANICSBURG, THENCE 0.8 MILE EAST ALONG A GRAVEL
 LB0648'ROAD, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 20 FEET
 LB0648'SOUTH OF THE CENTER LINE OF THE ROAD, 59 YARDS WEST OF A
 LB0648'TRIANGUARLY BLAZED 38-INCH WATER OAK TREE, 1 FOOT SOUTH OF THE
 LB0648'SOUTH RIGHT-OF-WAY FENCE LINE, 1 1/2 FOOT EAST OF A WHITE
 LB0648'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 LB0648'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  A STANDARD
 LB0648'REFERENCE-MARK DISK, STAMPED STERN NO 2 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2003 ***********************************************************************
 JA2003  DESIGNATION -  STEVEN
 JA2003  PID         -  JA2003
 JA2003  STATE/COUNTY-  IN/WARRICK
 JA2003  COUNTRY     -  US
 JA2003  USGS QUAD   -  DAYLIGHT (2019)
 JA2003
 JA2003                         *CURRENT SURVEY CONTROL
 JA2003  ______________________________________________________________________
 JA2003* NAD 83(1997) POSITION- 38 02 34.95372(N) 087 26 27.83754(W)   ADJUSTED
 JA2003* NAVD 88 ORTHO HEIGHT -   133.67  (+/-2cm)      438.5   (feet) VERTCON3
 JA2003  ______________________________________________________________________
 JA2003  GEOID HEIGHT    -        -31.235 (meters)                     GEOID18
 JA2003  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 JA2003  HORZ ORDER      -  FIRST
 JA2003  VERT ORDER      -  THIRD ? (See Below)
 JA2003
 JA2003.The horizontal coordinates were established by classical geodetic methods
 JA2003.and adjusted by the National Geodetic Survey in May 1999.
 JA2003
 JA2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2003
 JA2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2003.GEOID18 height accuracy estimate available here.
 JA2003
 JA2003.The vertical order pertains to the NGVD 29 superseded value.
 JA2003
 JA2003.Click photographs - Photos may exist for this station.
 JA2003
 JA2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2003
 JA2003. The following values were computed from the NAD 83(1997) position.
 JA2003
 JA2003;                    North         East     Units Scale Factor Converg.
 JA2003;SPC IN W     -   310,331.884   868,598.832   MT  0.99997881   -0 13 13.6
 JA2003;SPC IN W     - 1,018,147.19  2,849,728.00   sFT  0.99997881   -0 13 13.6
 JA2003;UTM  16      - 4,210,682.515   461,298.137   MT  0.99961845   -0 16 18.5
 JA2003
 JA2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2003!SPC IN W     -   0.99998393  x   0.99997881  =   0.99996274
 JA2003!UTM  16      -   0.99998393  x   0.99961845  =   0.99960238
 JA2003
 JA2003:                Primary Azimuth Mark                     Grid Az
 JA2003:SPC IN W     -  DITNEY                                   033 25 14.6
 JA2003:UTM  16      -  DITNEY                                   033 28 19.5
 JA2003
 JA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6129810682(NAD 83)
 JA2003
 JA2003|---------------------------------------------------------------------|
 JA2003| PID    Reference Object                     Distance      Geod. Az  |
 JA2003|                                                           dddmmss.s |
 JA2003| JA1995 DITNEY                              APPROX.12.0 KM 0331201.0 |
 JA2003| CG9190 STEVEN AZ MK                                       0820214.2 |
 JA2003| CG9191 STEVEN RM 1                          23.775 METERS 16530     |
 JA2003| CG9192 STEVEN RM 2                          23.580 METERS 26508     |
 JA2003|---------------------------------------------------------------------|
 JA2003
 JA2003                          SUPERSEDED SURVEY CONTROL
 JA2003
 JA2003  NAD 83(1993)-  38 02 34.95727(N)    087 26 27.83765(W) AD(       ) 1
 JA2003  NAD 83(1986)-  38 02 34.96274(N)    087 26 27.83951(W) AD(       ) 1
 JA2003  NAD 27      -  38 02 34.79900(N)    087 26 27.79700(W) AD(       ) 1
 JA2003  NGVD 29             133.77   (m)          438.9    (f) LEVELING    3  
 JA2003
 JA2003.Superseded values are not recommended for survey control.
 JA2003
 JA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2003.See file dsdata.pdf to determine how the superseded data were derived.
 JA2003
 JA2003_MARKER: DS = TRIANGULATION STATION DISK
 JA2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2003_STAMPING: STEVEN 1945
 JA2003_MARK LOGO: CGS
 JA2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2003+STABILITY: SURFACE MOTION
 JA2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA2003+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 JA2003
 JA2003  HISTORY     - Date     Condition        Report By
 JA2003  HISTORY     - 1945     MONUMENTED       CGS
 JA2003  HISTORY     - 1964     GOOD             FAS
 JA2003  HISTORY     - 1976     POOR             LOCENG
 JA2003  HISTORY     - 1977     SEE DESCRIPTION  NGS
 JA2003  HISTORY     - 20101011 GOOD             NGS
 JA2003
 JA2003                          STATION DESCRIPTION
 JA2003
 JA2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JA2003'THE STATION IS LOCATED ABOUT 2.25 MILES N OF THE VILLAGE OF STEVENSON,
 JA2003'3.25 MILES W OF CHANDLER, AND 1 MILE N OF STATE HIGHWAY 62.  IT IS
 JA2003'NEAR THE NE CORNER OF AN ORCHARD, 36 FEET OF S OF THE APPROXIMATE
 JA2003'CENTER LINE OF A GRADED ROAD, 24 FEET SW OF THE NE FENCE CORNER POST
 JA2003'OF AN ORCHARD, 10 FEET SSE OF A WITNESS POST, AND 10 FEET S OF THE
 JA2003'EDGE OF THE ROAD BANK.
 JA2003'
 JA2003'STATION MARK IS A BRONZE STATION DISK IN CONCRETE.  IT IS STAMPED
 JA2003'STEVEN 1945 AND THE MARK PROJECTS 2 INCHES.  UNDERGROUND MARK IS A
 JA2003'BRONZE STATION DISK IN CONCRETE.
 JA2003'
 JA2003'REFERENCE MARK 1 IS 78.00 FEET S OF THE STATION, 33 FEET N OF POWER
 JA2003'LINE POLE 23819, AND IN A N-S FENCE LINE.  IT IS A BRONZE REFERENCE
 JA2003'DISK IS CONCRETE, STAMPED STEVEN NO 1 1945, AND PROJECTS 4 INCHES.
 JA2003'
 JA2003'REFERENCE MARK 2 IS 77.33 FEET W OF THE STATION, 33 FEET S OF THE
 JA2003'APPROXIMATE CENTERLINE OF A GRADED ROAD, AND 9 FEET S OF THE EDGE OF
 JA2003'THE ROAD BANK.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 JA2003'STEVEN NO 2 1945, AND PROJECTS 3 INCHES.
 JA2003'
 JA2003'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE E OF THE STATION, 53 FEET
 JA2003'S OF THE APPROXIMATE CENTER LINE OF AN E-W ROAD, 18.5 FEET W OF THE
 JA2003'APPROXIMATE CENTER LINE OF A N-S ROAD, AND 2 FEET N OF A WITNESS POST.
 JA2003'IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED STEVEN 1945, AND
 JA2003'PROJECTS 5 INCHES.
 JA2003'
 JA2003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 62 IN
 JA2003'BOONVILLE, GO W ON HIGHWAY 62 FOR 8.75 MILES TO A CROSSROAD AND A SIGN
 JA2003'ON THE LEFT STEVENSON 1 MILE, TURN RIGHT ON GRAVELED ROAD AND GO N FOR
 JA2003'1 MILE TO A T-ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 JA2003'TURN LEFT AND GO 0.25 MILE TO THE NE CORNER OF AN ORCHARD ON THE LEFT
 JA2003'AND STATION AS DESCRIBED.
 JA2003'
 JA2003'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA2003
 JA2003                          STATION RECOVERY (1964)
 JA2003
 JA2003'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1964 (MLO)
 JA2003'STEVEN 1945 RECOVERED GOOD.  REC. AS DESC.  AZI. MARK REC. AS DESC.
 JA2003
 JA2003                          STATION RECOVERY (1976)
 JA2003
 JA2003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KK)
 JA2003'STEVEN STATION MOVED BY PLOW, CORNER CONCRETE BROKEN OFF.  RM NO. 1
 JA2003'AND RM NO. 2 RECOVERED O.K.  AZ. MARK SITE BLOCKED BY PINE TREES ON
 JA2003'PRIVATE PROPERTY.  NEED TO CHECK STATION STEVEN FOR MOVEMENT, AND AZ.
 JA2003'MARKER SET WHERE VISION IS NOT BLOCKED BY TREES.  DISTANCE AND
 JA2003'DIRECTION FROM NEAREST TOWN--3.25 MI. WEST OF CHANDER.
 JA2003
 JA2003                          STATION RECOVERY (1977)
 JA2003
 JA2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JA2003'STATION MARK, FOUND WITH A SMALL CHIP IN THE WEST CORNER OF THE MARK.
 JA2003'REFERENCE MARK 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  THE
 JA2003'DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 2 WAS FOUND TO
 JA2003'BE LONGER BY 0.03 FOOT.  THE ANGLE REFERENCE MARK 1 REFERENCE MARK 2
 JA2003'WAS GREATER BY 1-MINUTE- 24 SECONDS.  THE AZIMUTH MARK OBSTRUCTED BY A
 JA2003'GROVE OF TREES AND NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK.  A NEW
 JA2003'TO REACH FOLLOWS--
 JA2003'
 JA2003'THE STATION IS ON PROPERTY OWNED BY MR. WILLIAM FEAGLEY WHO RESIDES
 JA2003'ACROSS THE ROAD FROM THE STATION.  ADDITIONAL REFERENCE POINTS ARE 39
 JA2003'FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 16 FEET SOUTHWEST OF A
 JA2003'TELEPHONE POLE AND 2-FEET NORTHEAST OF A METAL WITNESS POST.  THE
 JA2003'ROADS ARE NOW PAVED.
 JA2003'
 JA2003'REFERENCE MARK 1 IS 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JA2003'BRICK HOUSE AND 19 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.
 JA2003'
 JA2003'REFERENCE MARK 2 IS 76 FEET WEST OF THE METAL WITNESS POST AND 87 FEET
 JA2003'WEST OF THE TELEPHONE POLE.
 JA2003'
 JA2003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND EAST
 JA2003'STATE STREET IN CHANDLER, GOWEST ON STATE HIGHWAY 62 FOR 4.5 MILES TO
 JA2003'A CROSS ROAD AT STEVENSON.  TURN RIGHT AND GO NORTH ON COUNTY ROAD
 JA2003'1025 FOR 2.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 JA2003'PAVED ROAD FOR 0.25 MILE AND THE STATION LEFT AS DESCRIBED.
 JA2003'
 JA2003'THE AZIMUTH MARK IS 53 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 1025
 JA2003'AND 18 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 JA2003'
 JA2003'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE ROADS AND IN THE
 JA2003'NORTHEAST CORNER OF AN ORCHARD.
 JA2003'
 JA2003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES NORTH OF
 JA2003'STEVENSON.
 JA2003'
 JA2003'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA2003
 JA2003                          STATION RECOVERY (2010)
 JA2003
 JA2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (TIE)
 JA2003'MARK WAS FOUND IN GOOD CONDITION BUT UNABLE TO GPS DUE TO HEAVY TREE
 JA2003'COVER
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3294 ***********************************************************************
 JZ3294  DESIGNATION -  STEVENS
 JZ3294  PID         -  JZ3294
 JZ3294  STATE/COUNTY-  IN/WAYNE
 JZ3294  COUNTRY     -  US
 JZ3294  USGS QUAD   -  BROWNSVILLE (2019)
 JZ3294
 JZ3294                         *CURRENT SURVEY CONTROL
 JZ3294  ______________________________________________________________________
 JZ3294* NAD 83(1997) POSITION- 39 44 10.97089(N) 085 00 29.70275(W)   ADJUSTED
 JZ3294* NAVD 88 ORTHO HEIGHT -   330.93  (+/-2cm)     1085.7   (feet) VERTCON3
 JZ3294  ______________________________________________________________________
 JZ3294  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 JZ3294  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 JZ3294  HORZ ORDER      -  FIRST
 JZ3294  VERT ORDER      -  THIRD ? (See Below)
 JZ3294
 JZ3294.The horizontal coordinates were established by classical geodetic methods
 JZ3294.and adjusted by the National Geodetic Survey in May 1999.
 JZ3294
 JZ3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3294
 JZ3294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3294.GEOID18 height accuracy estimate available here.
 JZ3294
 JZ3294.The vertical order pertains to the NGVD 29 superseded value.
 JZ3294
 JZ3294.Click photographs - Photos may exist for this station.
 JZ3294
 JZ3294.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3294
 JZ3294. The following values were computed from the NAD 83(1997) position.
 JZ3294
 JZ3294;                    North         East     Units Scale Factor Converg.
 JZ3294;SPC IN E     -   498,455.724   156,438.636   MT  1.00000587   +0 25 15.3
 JZ3294;SPC IN E     - 1,635,350.15    513,249.09   sFT  1.00000587   +0 25 15.3
 JZ3294;UTM  16      - 4,400,395.523   670,673.457   MT  0.99995863   +1 16 24.8
 JZ3294
 JZ3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3294!SPC IN E     -   0.99995340  x   1.00000587  =   0.99995927
 JZ3294!UTM  16      -   0.99995340  x   0.99995863  =   0.99991203
 JZ3294
 JZ3294:                Primary Azimuth Mark                     Grid Az
 JZ3294:SPC IN E     -  STEVENS AZ MK                            075 51 08.9
 JZ3294:UTM  16      -  STEVENS AZ MK                            074 59 59.4
 JZ3294
 JZ3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7067300395(NAD 83)
 JZ3294
 JZ3294|---------------------------------------------------------------------|
 JZ3294| PID    Reference Object                     Distance      Geod. Az  |
 JZ3294|                                                           dddmmss.s |
 JZ3294| JZ3286 CENTERVILLE MUNICIPAL TANK          APPROX. 9.1 KM 0072050.0 |
 JZ3294| CD1287 STEVENS RM 1                         35.662 METERS 01524     |
 JZ3294| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX. 9.7 KM 0175905.0 |
 JZ3294| JZ3284 RICHMOND STATE HOSPITAL STACK       APPROX.13.5 KM 0314116.3 |
 JZ3294| JZ3288 RICHMOND THE CROSLEY CORP TANK      APPROX.15.5 KM 0335914.8 |
 JZ3294| JZ3289 RICHMOND GYMNASIUM DOME             APPROX.13.2 KM 0433935.3 |
 JZ3294| CD1286 STEVENS AZ MK                                      0761624.2 |
 JZ3294| CD1288 STEVENS RM 2                         23.702 METERS 27855     |
 JZ3294| JZ3292 DUBLIN MUNICIPAL TANK               APPROX.19.1 KM 2962201.9 |
 JZ3294| JZ3291 NEW GERMANTOWN AWY BCN 5            APPROX.14.3 KM 3053048.3 |
 JZ3294|---------------------------------------------------------------------|
 JZ3294
 JZ3294                          SUPERSEDED SURVEY CONTROL
 JZ3294
 JZ3294  NAD 83(1995)-  39 44 10.97311(N)    085 00 29.70504(W) AD(       ) 1
 JZ3294  NAD 83(1986)-  39 44 10.97750(N)    085 00 29.71525(W) AD(       ) 1
 JZ3294  NAD 27      -  39 44 10.80900(N)    085 00 29.84900(W) AD(       ) 1
 JZ3294  NGVD 29             331.07   (m)         1086.2    (f) LEVELING    3  
 JZ3294
 JZ3294.Superseded values are not recommended for survey control.
 JZ3294
 JZ3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3294.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3294
 JZ3294_MARKER: DS = TRIANGULATION STATION DISK
 JZ3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3294_STAMPING: STEVENS 1939
 JZ3294_MARK LOGO: CGS
 JZ3294_PROJECTION: FLUSH
 JZ3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3294+STABILITY: SURFACE MOTION
 JZ3294
 JZ3294  HISTORY     - Date     Condition        Report By
 JZ3294  HISTORY     - 1939     MONUMENTED       CGS
 JZ3294
 JZ3294                          STATION DESCRIPTION
 JZ3294
 JZ3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3294'STATION IS LOCATED ABOUT 12 MILES NE OF CONNERSVILLE, ABOUT 8 MILES
 JZ3294'NW OF LIBERTY, ON PROPERTY OF MRS. ADA STEVENS AND RENTED BY MR.
 JZ3294'CHARLES COX. MARK IS IN THE FRONT YARD, 100 FEET SSE OF THE SE
 JZ3294'CORNER OF MR. COXS HOUSE, 36 FEET N OF THE CENTER LINE OF GRAVEL
 JZ3294'ROAD, 29 FEET W OF FENCE ON E SIDE OF YARD, 21 FEET E OF CENTER LINE
 JZ3294'OF DRIVEWAY. MARK IS FLUSH WITH THE GROUND. THE DISK IS STAMPED
 JZ3294'STEVENS, 1939.
 JZ3294'
 JZ3294'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JZ3294'BRONZE DISKS SET IN CONCRETE.
 JZ3294'
 JZ3294'REFERENCE MARK NO. 1 IS N BY E OF STATION, IN THE NE CORNER OF YARD,
 JZ3294'1 FOOT W OF FENCE CORNER AT THE NW CORNER OF GARDEN, 25 FT. SE
 JZ3294'OF THE SE CORNER OF GARAGE AND ABOUT 53 FEET E OF HOUSE. THE MARK
 JZ3294'PROJECTS 1 FOOT. DISK IS STAMPED STEVENS NO. 1, 1939.
 JZ3294'
 JZ3294'REFERENCE MARK NO. 2 IS W OF STATION, AT THE W SIDE OF YARD, 1 FOOT E
 JZ3294'OF WIRE FENCE, 25 FEET N OF FENCE CORNER AND 46 FEET N OF
 JZ3294'CENTER LINE OF GRAVEL ROAD. THE MARK PROJECTS 1 FOOT. DISK IS STAMPED
 JZ3294'STEVENS NO. 2, 1939.
 JZ3294'
 JZ3294'THE AZIMUTH MARK IS ENE OF STATION, AT THE W SIDE OF YARD OWNED BY
 JZ3294'MR. CARL BRYANT. MARK IS ABOUT 50 YARDS W BY S OF HOUSE, 1 FOOT N
 JZ3294'OF WIRE FENCE, 18.5 FEET N OF N END OF GATE, 16 FEET SSW OF SW CORNER
 JZ3294'OF RED GARAGE. THE MARK PROJECTS 7 INCHES. DISK IS STAMPED
 JZ3294'STEVENS 1939.
 JZ3294'
 JZ3294'TO REACH STATION FROM JUNCTION OF STATE HIGHWAYS 44 AND 1 AND 121 IN
 JZ3294'CONNERSVILLE, GO N ON STATE HIGHWAY 1 FOR 2.3 MILES TO
 JZ3294'T-INTERSECTION AT NW CORNER OF ROBERTS PARK, TURN RIGHT LEAVING
 JZ3294'HIGHWAY 1 AND FOLLOW MAIN-TRAVELED ROAD MACADAM FOR 2.5
 JZ3294'MILES TO A T-ROAD RIGHT, TURN RIGHT OR E, CROSSING BRIDGE AND
 JZ3294'CONTINUE 0.5 MILE TO A T-ROAD LEFT, TURN LEFT GRAVEL AND GO N
 JZ3294'FOR 2.3 MILES TO CROSS ROAD WITH ONE-STORY WHITE HOUSE IN NE CORNER
 JZ3294'OF INTERSECTION, TURN RIGHT AND GO E FOR 5.5 MILES TO STATION ON
 JZ3294'LEFT IN MR. COXS FRONT YARD.
 JZ3294'
 JZ3294'TO REACH AZIMUTH MARK FROM STATION, GO E FOR 0.5 MILE TO FARM ROAD
 JZ3294'LEFT, TURN LEFT AND GO 0.1 MILE TO MARK ON LEFT, SSW OF GARAGE.
 JZ3294'
 JZ3294'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2050 ***********************************************************************
 JA2050  DESIGNATION -  STEWARTSVILLE
 JA2050  PID         -  JA2050
 JA2050  STATE/COUNTY-  IN/POSEY
 JA2050  COUNTRY     -  US
 JA2050  USGS QUAD   -  POSEYVILLE (2019)
 JA2050
 JA2050                         *CURRENT SURVEY CONTROL
 JA2050  ______________________________________________________________________
 JA2050* NAD 83(1997) POSITION- 38 10 52.51433(N) 087 49 57.30298(W)   ADJUSTED
 JA2050* NAVD 88 ORTHO HEIGHT -   146.5   (meters)      481.    (feet) VERTCON3
 JA2050  ______________________________________________________________________
 JA2050  GEOID HEIGHT    -        -31.016 (meters)                     GEOID18
 JA2050  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 JA2050  HORZ ORDER      -  SECOND
 JA2050
 JA2050.The horizontal coordinates were established by classical geodetic methods
 JA2050.and adjusted by the National Geodetic Survey in May 1999.
 JA2050
 JA2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2050
 JA2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2050.GEOID18 height accuracy estimate available here.
 JA2050
 JA2050.Click photographs - Photos may exist for this station.
 JA2050
 JA2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2050
 JA2050. The following values were computed from the NAD 83(1997) position.
 JA2050
 JA2050;                    North         East     Units Scale Factor Converg.
 JA2050;SPC IN W     -   325,877.547   834,355.502   MT  1.00001972   -0 27 47.4
 JA2050;SPC IN W     - 1,069,149.92  2,737,381.34   sFT  1.00001972   -0 27 47.4
 JA2050;UTM  16      - 4,226,253.349   427,081.007   MT  0.99966548   -0 30 52.9
 JA2050
 JA2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2050!SPC IN W     -   0.99998188  x   1.00001972  =   1.00000160
 JA2050!UTM  16      -   0.99998188  x   0.99966548  =   0.99964737
 JA2050
 JA2050:                Primary Azimuth Mark                     Grid Az
 JA2050:SPC IN W     -  WENDELLS                                 127 24 02.3
 JA2050:UTM  16      -  WENDELLS                                 127 27 07.8
 JA2050
 JA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2708126253(NAD 83)
 JA2050
 JA2050|---------------------------------------------------------------------|
 JA2050| PID    Reference Object                     Distance      Geod. Az  |
 JA2050|                                                           dddmmss.s |
 JA2050| JA2045 CYNTHIANA MUNICIPAL TANK            APPROX.10.7 KM 0860318.1 |
 JA2050| JA2052 POSEYVILLE MUNICIPAL TANK           APPROX. 4.7 KM 1031049.2 |
 JA2050| JA2042 WENDELLS                            APPROX.14.6 KM 1265614.9 |
 JA2050| CG9194 STEWARTSVILLE RM 1                   25.646 METERS 14001     |
 JA2050| CG9193 STEWARTSVILLE AZ MK                                2002022.6 |
 JA2050| CG9195 STEWARTSVILLE RM 2                   31.193 METERS 30407     |
 JA2050|---------------------------------------------------------------------|
 JA2050
 JA2050                          SUPERSEDED SURVEY CONTROL
 JA2050
 JA2050  NAD 83(1993)-  38 10 52.52138(N)    087 49 57.30102(W) AD(       ) 2
 JA2050  NAD 83(1986)-  38 10 52.52418(N)    087 49 57.30330(W) AD(       ) 2
 JA2050  NAD 27      -  38 10 52.36322(N)    087 49 57.20528(W) AD(       ) 2
 JA2050  NGVD 29 (07/19/86)  146.6    (m)          481.     (f) VERT ANG       
 JA2050
 JA2050.Superseded values are not recommended for survey control.
 JA2050
 JA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2050.See file dsdata.pdf to determine how the superseded data were derived.
 JA2050
 JA2050_MARKER: DE = TRAVERSE STATION DISK
 JA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2050_STAMPING: STEWARTSVILLE 1961
 JA2050_MARK LOGO: CGS
 JA2050_PROJECTION: RECESSED 41 CENTIMETERS
 JA2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2050+STABILITY: SURFACE MOTION
 JA2050
 JA2050  HISTORY     - Date     Condition        Report By
 JA2050  HISTORY     - 1961     MONUMENTED       CGS
 JA2050  HISTORY     - 1967     GOOD             CGS
 JA2050
 JA2050                          STATION DESCRIPTION
 JA2050
 JA2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2050'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF POSEYVILLE, AT THE
 JA2050'SOUTH EDGE OF STEWARTSVILLE AND IN THE NORTHEAST CORNER OF A SMILL
 JA2050'PASTURE WHICH IS OWNED BY MR MARTIN REYNOLDS.
 JA2050'
 JA2050'TO REACH THE STATION FROM THE MAIN CROSS STREET, JUST EAST OF THE POST
 JA2050'OFFICE IN STEWARTSVILLE, GO SOUTHERLY ON BLACKTOP ROAD FOR 0.25 MILE
 JA2050'TO POINT WHERE ROAD TURNS RIGHT, TURN RIGHT, GO WEST FOR 0.05 MILE TO
 JA2050'POINT WHERE THE ROAD TURN LEFT, CONTINUE WEST THROUGH CATTLE GUARD AND
 JA2050'THE STATION ON THE LEFT.
 JA2050'
 JA2050'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JA2050'CONCRETE POST WHICH IS SET ABOUT 16 INCHES BELOW THE SURFACE OF THE
 JA2050'GROUND AND IS STAMPED STEWARTSVILLE 1961.  THE MARK IS 104 FEET EAST
 JA2050'OF FENCE, 85.5 FEET NORTHWEST OF WITNESS POST, 73 FEET SOUTHWEST OF
 JA2050'POWER LINE POLE, 70.5 FEET NORTH OF POWER LINE POLE, 57 FEET SOUTH OF
 JA2050'FENCE AND 54 FEET WEST OF FENCE.
 JA2050'
 JA2050'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2050'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2050'AND IS STAMPED STEWARTSVILLE NO 1 1961.  THE MARK IS 52.5 FEET EAST OF
 JA2050'POWER POLE, 42 FEET NORTH-NORTHWEST OF POWER POLE, 25 FEET WEST OF
 JA2050'CENTER OF ROAD, 2.0 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 JA2050'FENCE.
 JA2050'
 JA2050'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2050'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2050'AND IS STAMPED STEWARTSVILLE NO 2 1961.  THE MARK IS 64 FEET SOUTHWEST
 JA2050'OF THE SOUTHWEST CORNER OF HOUSE, 62 FEET SOUTHEAST OF THE SOUTHEAST
 JA2050'CORNER OF HOUSE, 13.5 FEET NORTH OF A TRACK ROAD AND .6 FOOT SOUTH OF
 JA2050'FENCE.
 JA2050'
 JA2050'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA2050'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2050'STAMPED STEWARTSVILLE 1961.  THE MARK IS 47 FEET WEST OF THE SOUTHWEST
 JA2050'CORNER OF HOUSE, 22 FEET NORTH OF CENTER OF ROAD, 5 FEET WEST OF FENCE
 JA2050'CORNER AND 1 FOOT SOUTH OF FENCE.
 JA2050'
 JA2050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BLACKTOP ROAD
 JA2050'FOR 0.15 MILE TO A SIDE STREET RIGHT, TURN RIGHT, GO WEST FOR 0.1 MILE
 JA2050'TO THE MARK ON THE RIGHT.
 JA2050'
 JA2050'HEIGHT OF LIGHT ABOVE STATION MARK 30.73 METERS.
 JA2050
 JA2050                          STATION RECOVERY (1967)
 JA2050
 JA2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2050'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 JA2050'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED, EXCEPT
 JA2050'THE DISTANCE TO RM 1 WAS FOUND TO BE .05 OF A FOOT SHORTER THAN THE
 JA2050'1961 MEASUREMENT.
 JA2050'
 JA2050'DUE TO SOME MINOR CHANGES A NEW DESCRIPTION FOLLOWS-
 JA2050'
 JA2050'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A SMALL PASTURE AT
 JA2050'THE SOUTH EDGE OF STEWARTSVILLE, ABOUT 3 MILES NORTHWEST OF POSEYVILLE
 JA2050'AND ON THE PROPERTY OF MR MARTIN REYNOLDS.
 JA2050'
 JA2050'TO REACH THE STATION FROM THE MAIN CROSS STREET, ABOUT 75 FEET EAST OF
 JA2050'THE POST OFFICE IN STEWARTSVILLE, GO SOUTH ON A BLACKTOP ROAD FOR 0.25
 JA2050'MILE TO WHERE THE ROAD TURNS RIGHT, WEST.  CONTINUE WEST ON THE
 JA2050'BLACKTOP ROAD FOR 0.05 MILE TO WHERE THE ROAD TURNS LEFT, SOUTH AND
 JA2050'THE STATION ON THE RIGHT.
 JA2050'
 JA2050'STATION MARK, A TRAVERSE STATION MARK DISK SET IN A SQUARE CONCRETE
 JA2050'MONUMENT WHICH IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 JA2050'STAMPED STEWARTSVILLE 1961.  IT IS 83 FEET WEST OF THE CENTER OF THE
 JA2050'BLACKTOP ROAD, 72.5 FEET SOUTHWEST OF A POWER POLE, 70.5 FEET NORTH OF
 JA2050'A POWER POLE, 56.8 FEET SOUTH OF A WIRE FENCE, 54 FEET WEST OF A WIRE
 JA2050'FENCE, AND 48 FEET SOUTH OF A TRACK ROAD.
 JA2050'
 JA2050'RM 1, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTS 2
 JA2050'INCHES AND IS STAMPED STEWARTSVILLE NO 1 1961.  IT IS 53 FEET EAST OF
 JA2050'A POWER POLE, 24 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 1.8
 JA2050'FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A WIRE
 JA2050'FENCE.
 JA2050'
 JA2050'RM 2, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, IS FLUSH WITH
 JA2050'THE SURFACE ON THE GROUND AND IS STAMPED STEWARTSVILLE NO 2 1961.  IT
 JA2050'IS 11 FEET NORTH OF THE CENTER OF A TRACK ROAD, 3.7 FEET SOUTHEAST OF
 JA2050'A POWER POLE AND IS SET IN A WIRE FENCE LINE.
 JA2050'
 JA2050'AZ MK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTS 2
 JA2050'INCHES AND IS STAMPED STEWARTSVILLE 1961.  IT IS 47.6 FEET
 JA2050'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 21 FEET NORTH OF
 JA2050'THE CENTER OF A PAVED ROAD, 4.6 FEET WEST OF A FENCE AND 3 FEET NORTH
 JA2050'OF A FENCE.
 JA2050'
 JA2050'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON THE BLACKTOP ROAD FOR
 JA2050'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED
 JA2050'ROAD FOR 0.05 MILE TO THE AZ MK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2414 ***********************************************************************
 ME2414  DESIGNATION -  STILLWELL
 ME2414  PID         -  ME2414
 ME2414  STATE/COUNTY-  IN/LA PORTE
 ME2414  COUNTRY     -  US
 ME2414  USGS QUAD   -  STILLWELL (2019)
 ME2414
 ME2414                         *CURRENT SURVEY CONTROL
 ME2414  ______________________________________________________________________
 ME2414* NAD 83(1997) POSITION- 41 32 54.53155(N) 086 35 11.81883(W)   ADJUSTED
 ME2414* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 ME2414  ______________________________________________________________________
 ME2414  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME2414  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 ME2414  HORZ ORDER      -  SECOND
 ME2414
 ME2414.The horizontal coordinates were established by classical geodetic methods
 ME2414.and adjusted by the National Geodetic Survey in May 1999.
 ME2414
 ME2414.The orthometric height was scaled from a topographic map.
 ME2414
 ME2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2414.GEOID18 height accuracy estimate available here.
 ME2414
 ME2414.Click photographs - Photos may exist for this station.
 ME2414
 ME2414.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2414
 ME2414. The following values were computed from the NAD 83(1997) position.
 ME2414
 ME2414;                    North         East     Units Scale Factor Converg.
 ME2414;SPC IN W     -   699,589.179   941,441.702   MT  0.99998779   +0 19 46.0
 ME2414;SPC IN W     - 2,295,235.50  3,088,713.32   sFT  0.99998779   +0 19 46.0
 ME2414;UTM  16      - 4,599,729.054   534,476.438   MT  0.99961463   +0 16 27.1
 ME2414
 ME2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2414!SPC IN W     -   0.99997082  x   0.99998779  =   0.99995861
 ME2414!UTM  16      -   0.99997082  x   0.99961463  =   0.99958546
 ME2414
 ME2414:                Primary Azimuth Mark                     Grid Az
 ME2414:SPC IN W     -  STILLWELL AZ MK                          131 30 20.1
 ME2414:UTM  16      -  STILLWELL AZ MK                          131 33 39.0
 ME2414
 ME2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3447699729(NAD 83)
 ME2414
 ME2414|---------------------------------------------------------------------|
 ME2414| PID    Reference Object                     Distance      Geod. Az  |
 ME2414|                                                           dddmmss.s |
 ME2414| CM4633 STILLWELL AZ MK                                    1315006.1 |
 ME2414| ME2351 KINGSBURY ORD PLANT TANK 5          APPROX. 5.9 KM 1765603.7 |
 ME2414| CM4634 STILLWELL RM 1                       24.764 METERS 20205     |
 ME2414| CM4635 STILLWELL RM 2                       32.372 METERS 29632     |
 ME2414|---------------------------------------------------------------------|
 ME2414
 ME2414                          SUPERSEDED SURVEY CONTROL
 ME2414
 ME2414  NAD 83(1994)-  41 32 54.53460(N)    086 35 11.82351(W) AD(       ) 2
 ME2414  NAD 83(1986)-  41 32 54.53376(N)    086 35 11.82385(W) AD(       ) 2
 ME2414  NAD 27      -  41 32 54.37270(N)    086 35 11.76140(W) AD(       ) 2
 ME2414
 ME2414.Superseded values are not recommended for survey control.
 ME2414
 ME2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2414.See file dsdata.pdf to determine how the superseded data were derived.
 ME2414
 ME2414_MARKER: DS = TRIANGULATION STATION DISK
 ME2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2414_STAMPING: STILLWELL 1952
 ME2414_MARK LOGO: CGS
 ME2414_PROJECTION: RECESSED 30 CENTIMETERS
 ME2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2414+STABILITY: SURFACE MOTION
 ME2414
 ME2414  HISTORY     - Date     Condition        Report By
 ME2414  HISTORY     - 1952     MONUMENTED       CGS
 ME2414
 ME2414                          STATION DESCRIPTION
 ME2414
 ME2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2414'STATION IS LOCATED ABOUT 1.3 MILES SOUTHEAST OF STILLWELL ON PROPERTY
 ME2414'OWNED BY MRS.  IRENE SOLOMOS.  IT IS 150 FEET NORTHEAST OF THE NORTH
 ME2414'CORNER OF A HOUSE, 51 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 ME2414'104, 45 FEET SOUTHEAST OF A POWER LINE POLE 31 FEET NORTH OF A FENCE
 ME2414'CORNER AND 14 FEET NORTHWEST OF A WHITE WITNESS POST AND FENCE LINE.
 ME2414'THE MARK IS 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 ME2414'STILLWELL 1952.
 ME2414'
 ME2414'REFERENCE MARK NO. 1 IS 73 FEET EAST OF THE NORTH CORNER OF THE HOUSE,
 ME2414'29 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST OF
 ME2414'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED STILLWELL NO
 ME2414'1 1952.
 ME2414'
 ME2414'REFERENCE MARK NO. 2 IS 62 FEET NORTHWEST OF A POWER LINE POLE AND 37
 ME2414'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND
 ME2414'THE DISK IS STAMPED STILLWELL NO 2 1952.
 ME2414'
 ME2414'AZIMUTH MARK IS 65 FEET EAST OF THE EAST CORNER OF A HOUSE, 27 FEET
 ME2414'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 5 FEET EAST OF A FENCE LINE
 ME2414'AND 4 FEET WEST OF A WHITE WITNESS POST AND TELEPHONE POLE.  THE MARK
 ME2414'PROJECTS 2 INCHES AND THE DISK IS STAMPED STILLWELL 1952.
 ME2414'
 ME2414'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 104 AND
 ME2414'THE RAILROAD CROSSING IN STILLWELL, GO SOUTHEAST ON HIGHWAY 104 FOR
 ME2414'1.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE
 ME2414'HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2414'
 ME2414'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0597 ***********************************************************************
 JA0597  DESIGNATION -  STINSON
 JA0597  PID         -  JA0597
 JA0597  STATE/COUNTY-  IN/DUBOIS
 JA0597  COUNTRY     -  US
 JA0597  USGS QUAD   -  DALE (2019)
 JA0597
 JA0597                         *CURRENT SURVEY CONTROL
 JA0597  ______________________________________________________________________
 JA0597* NAD 83(1997) POSITION- 38 14 51.29753(N) 086 57 05.12513(W)   ADJUSTED
 JA0597* NAVD 88 ORTHO HEIGHT -   160.398 (meters)      526.24  (feet) ADJUSTED
 JA0597  ______________________________________________________________________
 JA0597  GEOID HEIGHT    -        -32.188 (meters)                     GEOID18
 JA0597  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA0597  DYNAMIC HEIGHT  -        160.290 (meters)      525.88  (feet) COMP
 JA0597  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA0597
 JA0597  HORZ ORDER      -  SECOND
 JA0597  VERT ORDER      -  FIRST     CLASS II
 JA0597
 JA0597.This mark is at Huntingburg Airport (HNB)
 JA0597
 JA0597.The horizontal coordinates were established by classical geodetic methods
 JA0597.and adjusted by the National Geodetic Survey in May 1999.
 JA0597
 JA0597.The orthometric height was determined by differential leveling and
 JA0597.adjusted by the NATIONAL GEODETIC SURVEY
 JA0597.in June 1991.
 JA0597
 JA0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0597.GEOID18 height accuracy estimate available here.
 JA0597
 JA0597.Click photographs - Photos may exist for this station.
 JA0597
 JA0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0597
 JA0597.The dynamic height is computed by dividing the NAVD 88
 JA0597.geopotential number by the normal gravity value computed on the
 JA0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0597.degrees latitude (g = 980.6199 gals.).
 JA0597
 JA0597.The modeled gravity was interpolated from observed gravity values.
 JA0597
 JA0597. The following values were computed from the NAD 83(1997) position.
 JA0597
 JA0597;                    North         East     Units Scale Factor Converg.
 JA0597;SPC IN W     -   332,982.721   911,546.510   MT  0.99996831   +0 04 54.0
 JA0597;SPC IN W     - 1,092,460.81  2,990,632.17   sFT  0.99996831   +0 04 54.0
 JA0597;UTM  16      - 4,233,286.525   504,250.496   MT  0.99960022   +0 01 48.3
 JA0597
 JA0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0597!SPC IN W     -   0.99997988  x   0.99996831  =   0.99994819
 JA0597!UTM  16      -   0.99997988  x   0.99960022  =   0.99958011
 JA0597
 JA0597:                Primary Azimuth Mark                     Grid Az
 JA0597:SPC IN W     -  STINSON AZ MK                            269 09 20.2
 JA0597:UTM  16      -  STINSON AZ MK                            269 12 25.9
 JA0597
 JA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0425033286(NAD 83)
 JA0597
 JA0597|---------------------------------------------------------------------|
 JA0597| PID    Reference Object                     Distance      Geod. Az  |
 JA0597|                                                           dddmmss.s |
 JA0597| JA0596 STINSON RM 2                         37.054 METERS 16618     |
 JA0597| JA1856 HUNTINGBURG AIRPORT BEACON 19        12.957 METERS 24157     |
 JA0597| JA0599 STINSON AZ MK                                      2691414.2 |
 JA0597|---------------------------------------------------------------------|
 JA0597
 JA0597                          SUPERSEDED SURVEY CONTROL
 JA0597
 JA0597  NAD 83(1993)-  38 14 51.30114(N)    086 57 05.12672(W) AD(       ) 2
 JA0597  NAD 83(1986)-  38 14 51.30509(N)    086 57 05.12811(W) AD(       ) 2
 JA0597  NAD 27      -  38 14 51.11200(N)    086 57 05.14300(W) AD(       ) 2
 JA0597  NGVD 29 (??/??/92)  160.500  (m)          526.57   (f) ADJ UNCH    1 2
 JA0597  NGVD 29             160.50   (m)          526.6    (f) LEVELING    3  
 JA0597
 JA0597.Superseded values are not recommended for survey control.
 JA0597
 JA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0597.See file dsdata.pdf to determine how the superseded data were derived.
 JA0597
 JA0597_MARKER: DS = TRIANGULATION STATION DISK
 JA0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0597_STAMPING: STINSON 1946
 JA0597_MARK LOGO: CGS
 JA0597_PROJECTION: FLUSH
 JA0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0597+STABILITY: SURFACE MOTION
 JA0597
 JA0597  HISTORY     - Date     Condition        Report By
 JA0597  HISTORY     - 1946     MONUMENTED       CGS
 JA0597  HISTORY     - 1965     GOOD             CGS
 JA0597  HISTORY     - 1965     GOOD             CGS
 JA0597  HISTORY     - 20140709 GOOD             GEOCAC
 JA0597
 JA0597                          STATION DESCRIPTION
 JA0597
 JA0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0597'THIS STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF HUNTINGBURG, ALONG
 JA0597'THE SOUTH EDGE OF THE FLYING FIELD OF THE HUNTINGBURG AIRPORT.  THE
 JA0597'STATION IS 55 FEET NORTH NORTHWEST OF THE NEWEST AND EASTERMOST HANGER
 JA0597'OF THE AIRPORT AND 42.5 FEET NORTHEAST OF THE FIELD BEACON.  THE MARK
 JA0597'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED STINSON 1946.
 JA0597'
 JA0597'REFERENCE MARK NO 1 IS 134.01 FEET EAST OF THE STATION, 78 FEET
 JA0597'NORTHEAST OF THE NEW HANGAR AND 34 FEET WEST OF A MARKER LIGHT, IN THE
 JA0597'SOUTHEAST CORNER OF THE FLYING FIELD.  THE MARK PROJECTS 2 INCHES AND
 JA0597'THE DISK IS STAMPED STINSON NO 1 1946.
 JA0597'
 JA0597'REFERENCE MARK NO 2 IS 121.57 FEET SOUTH OF THE STATION, 22 FEET NORTH
 JA0597'OF A GRAVEL ROAD, 21 FEET SOUTH OF THE NEW HANGER AND 2 FEET WEST OF A
 JA0597'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0597'STAMPED STINSON NO 2 1946.
 JA0597'
 JA0597'THE AZIMUTH MARK IS WEST OF THE STATION, 60 FEET NORTH OF THE AIRPORT
 JA0597'ENTRANCE RAOD, 34 FEET NORTH OF THE MARKER LIGHT AT THE SOUTHWEST
 JA0597'CORNER OF THE FLYING FIELD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 JA0597'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED STINSON 1946.
 JA0597'
 JA0597'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 JA0597
 JA0597                          STATION RECOVERY (1965)
 JA0597
 JA0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0597'THE STATION MARK, STAMPED STINSON 1946, IS ABOUT 4.35 MILES SOUTH
 JA0597'ALONG THE SOUTHERN RAILROAD FROM THE CITY POWER PLANT AND WATER
 JA0597'COMPANY BUILDING AT HUNTINGBURG, THENCE 0.4 MILE NORTH ALONG COUNTY
 JA0597'ROAD 900S, THENCE 0.5 MILE WEST ALONG COUNTY ROAD 200W, IN SECTION
 JA0597'15, T 3 S, R 5 W, 142 FEET NORTH OF THE CENTER LINE OF COUNTY
 JA0597'ROAD 200W, 133.4 FEET WEST OF STINSON R.M. 1, 121.3 FEET
 JA0597'NORTH-NORTHWEST OF STINSON R.M. 2, 55 FEET NORTHWEST OF THE
 JA0597'NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR, 78 FEET EAST OF THE
 JA0597'OFFICE BUILDING OF THE HUNTINGBURG AIRPORT, 35-1/2 FEET
 JA0597'EAST-NORTHEAST OF THE NORTHEAST LEG OF A BEACON LIGHT, SET IN THE TOP
 JA0597'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0597'
 JA0597'R.M. 1, STAMPED STINSON NO 1 1946, 133.4 FEET EAST OF STINSON 1946,
 JA0597'79.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HANGAR, 34 FEET
 JA0597'WEST OF A WARNING LIGHT AT THE SOUTHEAST CORNER OF THE AIRSTRIP,
 JA0597'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0597'
 JA0597'R.M. 2, STAMPED STINSON NO 2 1946, 121.3 FEET SOUTH-SOUTHEAST OF
 JA0597'STINSON 1946, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20-1/2
 JA0597'FEET SOUTH OF THE SOUTHWEST CORNER OF A HANGAR, 9 FEET EAST OF THE
 JA0597'CENTER LINE OF A DRIVEWAY ON THE WEST SIDE OF THE HANGAR, 2 FEET
 JA0597'WEST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0597'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JA0597'
 JA0597'THE AZIMUTH MARK, STAMPED STINSON 1946, ABOUT 4.35 MILES SOUTH ALONG
 JA0597'THE SOUTHERN RAILROAD FROM THE CITY POWER PLANT AND WATER COMPANY
 JA0597'BUILDING AT HUNTINGBURG, THENCE 0.4 MILE NORTH ALONG COUNTY ROAD
 JA0597'900S, THENCE 1.05 MILES WEST ALONG COUNTY ROAD 200W, AT THE
 JA0597'SOUTHWEST CORNER OF STINSON AIRPORT, 61 FEET NORTH OF THE CENTER
 JA0597'LINE OF THE ROAD, 197 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JA0597'CORNER OF AN ASPHALT RUNWAY, 99 FEET NORTHWEST AND ACROSS COUNTY
 JA0597'ROAD 200W FROM A POWER POLE, 34-1/2 FEET NORTH OF A FIELD LIGHT
 JA0597'AT THE SOUTHWEST CORNER OF THE FIELD, 4.0 FEET EAST OF A METAL
 JA0597'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0597'GROUND.
 JA0597
 JA0597                          STATION RECOVERY (1965)
 JA0597
 JA0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0597'5.2 MI S FROM HUNTINGBURG.
 JA0597'ABOUT 4.35 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY
 JA0597'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0597'0.4 MILE NORTH ALONG COUNTY ROAD 900S, THENCE 0.5 MILE WEST ALONG
 JA0597'COUNTY ROAD 200W, IN SECTION 15, T 3 S, R 5 W, 142 FEET NORTH OF
 JA0597'THE CENTER LINE OF COUNTY ROAD 200W, 133.4 FEET WEST OF STINSON
 JA0597'R.M. 1, 121.3 FEET NORTH-NORTHWEST OF STINSON R.M. 2, 55 FEET
 JA0597'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR,
 JA0597'78 FEET EAST OF THE OFFICE BUILDING OF THE HUNTINGBURG AIRPORT,
 JA0597'35 1/2 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF A BEACON LIGHT,
 JA0597'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0597
 JA0597                          STATION RECOVERY (2014)
 JA0597
 JA0597'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0597'MARK FOUND IN GOOD CONDITION. THE MARK IS NOW BELOW THE LEVEL OF THE
 JA0597'
 JA0597'SIDEWALK. THE MARK IS VISIBLE THROUGH A HOLE IN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2135 ***********************************************************************
 JA2135  CBN         -  This is a Cooperative Base Network Control Station.
 JA2135  DESIGNATION -  STINSON 2
 JA2135  PID         -  JA2135
 JA2135  STATE/COUNTY-  IN/DUBOIS
 JA2135  COUNTRY     -  US
 JA2135  USGS QUAD   -  DALE (2019)
 JA2135
 JA2135                         *CURRENT SURVEY CONTROL
 JA2135  ______________________________________________________________________
 JA2135* NAD 83(2011) POSITION- 38 14 54.24208(N) 086 57 05.11491(W)   ADJUSTED
 JA2135* NAD 83(2011) ELLIP HT-   128.589 (meters)        (06/27/12)   ADJUSTED
 JA2135* NAD 83(2011) EPOCH   -  2010.00
 JA2135* NAVD 88 ORTHO HEIGHT -   160.7   (meters)      527.    (feet) GPS OBS
 JA2135  ______________________________________________________________________
 JA2135  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JA2135  GEOID HEIGHT    -        -32.063 (meters)                     GEOID96
 JA2135  GEOID HEIGHT    -        -32.189 (meters)                     GEOID18
 JA2135  NAD 83(2011) X  -    266,737.975 (meters)                     COMP
 JA2135  NAD 83(2011) Y  - -5,008,410.199 (meters)                     COMP
 JA2135  NAD 83(2011) Z  -  3,927,213.878 (meters)                     COMP
 JA2135  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 JA2135
 JA2135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA2135  Standards:
 JA2135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA2135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA2135  -------------------------------------------------------------------
 JA2135  NETWORK    0.98   2.27           0.46   0.31   1.16     -0.09394620
 JA2135  -------------------------------------------------------------------
 JA2135  Click here for local accuracies and other accuracy information.
 JA2135
 JA2135.This mark is at Huntingburg Airport (HNB)
 JA2135
 JA2135.The horizontal coordinates were established by GPS observations
 JA2135.and adjusted by the National Geodetic Survey in June 2012.
 JA2135
 JA2135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA2135.been affixed to the stable North American tectonic plate. See 
 JA2135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA2135
 JA2135.The horizontal coordinates are valid at the epoch date displayed above
 JA2135.which is a decimal equivalence of Year/Month/Day.
 JA2135
 JA2135.The orthometric height was determined by GPS observations and a
 JA2135.high-resolution geoid model.
 JA2135
 JA2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2135.GEOID18 height accuracy estimate available here.
 JA2135
 JA2135.Click photographs - Photos may exist for this station.
 JA2135
 JA2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2135
 JA2135.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2135
 JA2135.The ellipsoidal height was determined by GPS observations
 JA2135.and is referenced to NAD 83.
 JA2135
 JA2135. The following values were computed from the NAD 83(2011) position.
 JA2135
 JA2135;                    North         East     Units Scale Factor Converg.
 JA2135;SPC IN W     -   333,073.509   911,546.629   MT  0.99996831   +0 04 54.0
 JA2135;SPC IN W     - 1,092,758.67  2,990,632.57   sFT  0.99996831   +0 04 54.0
 JA2135;UTM  16      - 4,233,377.280   504,250.697   MT  0.99960022   +0 01 48.3
 JA2135
 JA2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2135!SPC IN W     -   0.99997982  x   0.99996831  =   0.99994813
 JA2135!UTM  16      -   0.99997982  x   0.99960022  =   0.99958005
 JA2135
 JA2135:                Primary Azimuth Mark                     Grid Az
 JA2135:SPC IN W     -  STINSON 2 AZ MK                          272 29 49.5
 JA2135:UTM  16      -  STINSON 2 AZ MK                          272 32 55.2
 JA2135
 JA2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0425033377(NAD 83)
 JA2135
 JA2135|---------------------------------------------------------------------|
 JA2135| PID    Reference Object                     Distance      Geod. Az  |
 JA2135|                                                           dddmmss.s |
 JA2135| JA2136 STINSON 2 AZ MK                     APPROX. 1.0 KM 2723443.5 |
 JA2135|---------------------------------------------------------------------|
 JA2135
 JA2135                          SUPERSEDED SURVEY CONTROL
 JA2135
 JA2135  NAD 83(2007)-  38 14 54.24211(N)    086 57 05.11574(W) AD(2002.00) 0
 JA2135  ELLIP H (02/10/07)  128.616  (m)                       GP(2002.00)    
 JA2135  NAD 83(1997)-  38 14 54.24231(N)    086 57 05.11596(W) AD(       ) B
 JA2135  ELLIP H (04/10/98)  128.633  (m)                       GP(       ) 4 1
 JA2135  NAD 83(1993)-  38 14 54.24862(N)    086 57 05.11621(W) AD(       ) 3
 JA2135  NAD 83(1986)-  38 14 54.25011(N)    086 57 05.11563(W) AD(       ) 3
 JA2135  NAD 27      -  38 14 54.05665(N)    086 57 05.13055(W) AD(       ) 3
 JA2135  NGVD 29 (02/23/89)  160.9    (m)  RAPSU86  model used  GPS OBS        
 JA2135
 JA2135.Superseded values are not recommended for survey control.
 JA2135
 JA2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2135.See file dsdata.pdf to determine how the superseded data were derived.
 JA2135
 JA2135_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2135_STAMPING: STINSON 2 1986
 JA2135_MARK LOGO: NGS
 JA2135_PROJECTION: FLUSH
 JA2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2135+STABILITY: SURFACE MOTION
 JA2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2135+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 JA2135
 JA2135  HISTORY     - Date     Condition        Report By
 JA2135  HISTORY     - 1988     MONUMENTED       NGS
 JA2135  HISTORY     - 19970902 GOOD             SEC
 JA2135  HISTORY     - 20110322 GOOD             GEOCAC
 JA2135
 JA2135                          STATION DESCRIPTION
 JA2135
 JA2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2135'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF INTERSTATE
 JA2135'HIGHWAY 64, 8.4 KM (5.20 MI) SOUTH OF HUNTINGBURG AND AT THE
 JA2135'HUNTINGBURG AIRPORT.  OWNERSHIP--DUBOIS COUNTY, PO BOX 293,
 JA2135'HUNTINGBURG, IN 47542, PHONE 812-683-5454.  AIRPORT MANAGER IS RAMIE
 JA2135'ECKERLY.
 JA2135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 JA2135'HIGHWAY 64 IN HUNTINGBURG, GO SOUTH ON U.S. HIGHWAY 231, MAIN STREET,
 JA2135'FOR 6.4 KM (4.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR
 JA2135'1.3 KM (0.80 MI) TO AIRPORT ON THE LEFT.  FROM AIRPORT OFFICE GO
 JA2135'NORTH ACROSS APRON FOR 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT.
 JA2135'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---STINSON 2
 JA2135'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JA2135'FLUSH WITH THE GROUND.  LOCATED 22.4 M (73.5 FT) SOUTH-SOUTHEAST FROM
 JA2135'A BLACK AND YELLOW INFORMATION SIGN, 11.2 M (36.7 FT) WEST FROM AN
 JA2135'ORANGE AND YELLOW TAXIWAY MARKER AND 11.0 M (36.1 FT) NORTH FROM
 JA2135'TAXIWAY CENTER.
 JA2135'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2135'DESCRIBED BY D.A. BOWLING.
 JA2135
 JA2135                          STATION RECOVERY (1997)
 JA2135
 JA2135'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA2135'RECOVERED AS DESCRIBED.
 JA2135
 JA2135                          STATION RECOVERY (2011)
 JA2135
 JA2135'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA2135'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2136 ***********************************************************************
 JA2136  DESIGNATION -  STINSON 2 AZ MK
 JA2136  PID         -  JA2136
 JA2136  STATE/COUNTY-  IN/DUBOIS
 JA2136  COUNTRY     -  US
 JA2136  USGS QUAD   -  DALE (2019)
 JA2136
 JA2136                         *CURRENT SURVEY CONTROL
 JA2136  ______________________________________________________________________
 JA2136* NAD 83(1997) POSITION- 38 14 55.64884(N) 086 57 44.77023(W)   ADJUSTED
 JA2136* NAD 83(1997) ELLIP HT-   123.886 (meters)        (05/25/99)   ADJUSTED
 JA2136* NAVD 88 ORTHO HEIGHT -   156.0   (meters)      512.    (feet) VERTCON3
 JA2136  ______________________________________________________________________
 JA2136  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 JA2136  NAD 83(1997) X  -    265,773.462 (meters)                     COMP
 JA2136  NAD 83(1997) Y  - -5,008,430.885 (meters)                     COMP
 JA2136  NAD 83(1997) Z  -  3,927,245.031 (meters)                     COMP
 JA2136  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 JA2136  HORZ ORDER      -  THIRD
 JA2136  ELLP ORDER      -  FOURTH    CLASS I
 JA2136
 JA2136.This mark is at Huntingburg Airport (HNB)
 JA2136
 JA2136.The horizontal coordinates were established by GPS observations
 JA2136.and adjusted by the National Geodetic Survey in May 1999.
 JA2136
 JA2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2136
 JA2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2136.GEOID18 height accuracy estimate available here.
 JA2136
 JA2136.Click photographs - Photos may exist for this station.
 JA2136
 JA2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2136
 JA2136.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2136
 JA2136.The ellipsoidal height was determined by GPS observations
 JA2136.and is referenced to NAD 83.
 JA2136
 JA2136. The following values were computed from the NAD 83(1997) position.
 JA2136
 JA2136;                    North         East     Units Scale Factor Converg.
 JA2136;SPC IN W     -   333,115.567   910,582.370   MT  0.99996805   +0 04 29.4
 JA2136;SPC IN W     - 1,092,896.66  2,987,468.99   sFT  0.99996805   +0 04 29.4
 JA2136;UTM  16      - 4,233,420.189   503,286.830   MT  0.99960013   +0 01 23.7
 JA2136
 JA2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2136!SPC IN W     -   0.99998056  x   0.99996805  =   0.99994861
 JA2136!UTM  16      -   0.99998056  x   0.99960013  =   0.99958070
 JA2136
 JA2136:                Primary Azimuth Mark                     Grid Az
 JA2136:SPC IN W     -  STINSON 2                                092 29 49.5
 JA2136:UTM  16      -  STINSON 2                                092 32 55.2
 JA2136
 JA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0328633420(NAD 83)
 JA2136
 JA2136|---------------------------------------------------------------------|
 JA2136| PID    Reference Object                     Distance      Geod. Az  |
 JA2136|                                                           dddmmss.s |
 JA2136| JA2135 STINSON 2                           APPROX. 1.0 KM 0923418.9 |
 JA2136|---------------------------------------------------------------------|
 JA2136
 JA2136                          SUPERSEDED SURVEY CONTROL
 JA2136
 JA2136  NAD 83(1993)-  38 14 55.65516(N)    086 57 44.77049(W) AD(       ) 3
 JA2136  NAD 83(1986)-  38 14 55.65664(N)    086 57 44.76991(W) AD(       ) 3
 JA2136  NAD 27      -  38 14 55.46324(N)    086 57 44.78351(W) AD(       ) 3
 JA2136  NGVD 29 (02/23/89)  156.1    (m)  RAPSU86  model used  GPS OBS        
 JA2136
 JA2136.Superseded values are not recommended for survey control.
 JA2136
 JA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2136.See file dsdata.pdf to determine how the superseded data were derived.
 JA2136
 JA2136_MARKER: DZ = AZIMUTH MARK DISK
 JA2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2136_STAMPING: STINSON 2 NO 2 1986
 JA2136_MARK LOGO: NGS
 JA2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2136+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JA2136
 JA2136  HISTORY     - Date     Condition        Report By
 JA2136  HISTORY     - 1988     MONUMENTED       NGS
 JA2136
 JA2136                          STATION DESCRIPTION
 JA2136
 JA2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JA2136'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF INTERSTATE
 JA2136'HIGHWAY 64, 8.4 KM (5.20 MI) SOUTH OF HUNTINGBURG AND AT THE
 JA2136'HUNTINGBURG AIRPORT.  OWNERSHIP--DUBOIS COUNTY, PO BOX 293,
 JA2136'HUNTINGBURG, IN 47542, PHONE 812-683-5454.  AIRPORT MANAGER IS RAMIE
 JA2136'ECKERLY.
 JA2136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND STATE
 JA2136'HIGHWAY 64 IN HUNTINGBURG, GO SOUTH ON U.S. HIGHWAY 231, MAIN STREET,
 JA2136'FOR 6.4 KM (4.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR
 JA2136'1.3 KM (0.80 MI) TO AIRPORT ON THE LEFT.  FROM AIRPORT OFFICE GO
 JA2136'NORTH ACROSS APRON FOR 0.2 KM (0.10 MI) TO A RUNWAY.  TURN LEFT AND
 JA2136'GO WEST FOR 0.97 KM (0.60 MI) TO END OF RUNWAY AND THE STATION.
 JA2136'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMAPED---STINSON 2
 JA2136'NO 2 1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST
 JA2136'THAT IS FLUSH WITH THE GROUND.  LOCATED 23.17 M (76.0 FT) SOUTH FROM
 JA2136'THE SOUTH EDGE OF RUNWAY 9 AND 3.02 M (9.9 FT) WEST FROM THE WEST
 JA2136'EDGE OF THE TAXIWAY.
 JA2136'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA2136'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0599 ***********************************************************************
 JA0599  DESIGNATION -  STINSON AZ MK
 JA0599  PID         -  JA0599
 JA0599  STATE/COUNTY-  IN/DUBOIS
 JA0599  COUNTRY     -  US
 JA0599  USGS QUAD   -  DALE (2019)
 JA0599
 JA0599                         *CURRENT SURVEY CONTROL
 JA0599  ______________________________________________________________________
 JA0599* NAD 83(1986) POSITION- 38 14 51.     (N) 086 57 39.     (W)   SCALED
 JA0599* NAVD 88 ORTHO HEIGHT -   153.601 (meters)      503.94  (feet) ADJUSTED
 JA0599  ______________________________________________________________________
 JA0599  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 JA0599  DYNAMIC HEIGHT  -        153.498 (meters)      503.60  (feet) COMP
 JA0599  MODELED GRAVITY -    979,953.6   (mgal)                       NAVD 88
 JA0599
 JA0599  VERT ORDER      -  FIRST     CLASS II
 JA0599
 JA0599.This mark is at Huntingburg Airport (HNB)
 JA0599
 JA0599.The horizontal coordinates were scaled from a map and have
 JA0599.an estimated accuracy of +/- 6 seconds.
 JA0599
 JA0599.The orthometric height was determined by differential leveling and
 JA0599.adjusted by the NATIONAL GEODETIC SURVEY
 JA0599.in June 1991.
 JA0599
 JA0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0599.GEOID18 height accuracy estimate available here.
 JA0599
 JA0599.Click photographs - Photos may exist for this station.
 JA0599
 JA0599.The dynamic height is computed by dividing the NAVD 88
 JA0599.geopotential number by the normal gravity value computed on the
 JA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0599.degrees latitude (g = 980.6199 gals.).
 JA0599
 JA0599.The modeled gravity was interpolated from observed gravity values.
 JA0599
 JA0599;                    North         East    Units  Estimated Accuracy
 JA0599;SPC IN W     -   332,970.      910,720.      MT  (+/- 180 meters Scaled)
 JA0599
 JA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH034332(NAD 83)
 JA0599
 JA0599                          SUPERSEDED SURVEY CONTROL
 JA0599
 JA0599  NGVD 29 (??/??/92)  153.705  (m)          504.28   (f) ADJ UNCH    1 2
 JA0599
 JA0599.Superseded values are not recommended for survey control.
 JA0599
 JA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0599.See file dsdata.pdf to determine how the superseded data were derived.
 JA0599
 JA0599_MARKER: DZ = AZIMUTH MARK DISK
 JA0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0599_STAMPING: STINSON 1946
 JA0599_MARK LOGO: CGS
 JA0599_PROJECTION: FLUSH
 JA0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0599+STABILITY: SURFACE MOTION
 JA0599
 JA0599  HISTORY     - Date     Condition        Report By
 JA0599  HISTORY     - 1946     MONUMENTED       CGS
 JA0599  HISTORY     - 1965     GOOD             CGS
 JA0599
 JA0599                          STATION DESCRIPTION
 JA0599
 JA0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0599'5.8 MI S FROM HUNTINGBURG.
 JA0599'ABOUT 4.35 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY
 JA0599'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0599'0.4 MILE NORTH ALONG COUNTY ROAD 900S, THENCE 1.05 MILES WEST
 JA0599'ALONG COUNTY ROAD 200W, AT THE SOUTHWEST CORNER OF STINSON AIRPORT,
 JA0599'61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 197 FEET
 JA0599'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT RUNWAY,
 JA0599'99 FEET NORTHWEST AND ACROSS COUNTY ROAD 200W FROM A POWER POLE,
 JA0599'34 1/2 FEET NORTH OF A FIELD LIGHT AT THE SOUTHWEST CORNER OF
 JA0599'THE FIELD, 4.0 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 JA0599'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7591 ***********************************************************************
 DR7591  DESIGNATION -  STINSON B 378
 DR7591  PID         -  DR7591
 DR7591  STATE/COUNTY-  IN/LAGRANGE
 DR7591  COUNTRY     -  US
 DR7591  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7591
 DR7591                         *CURRENT SURVEY CONTROL
 DR7591  ______________________________________________________________________
 DR7591* NAD 83(1986) POSITION- 41 36 11.37   (N) 085 15 12.15   (W)   HD_HELD1
 DR7591* NAVD 88 ORTHO HEIGHT -   308.991 (meters)     1013.75  (feet) ADJUSTED
 DR7591  ______________________________________________________________________
 DR7591  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 DR7591  DYNAMIC HEIGHT  -        308.871 (meters)     1013.35  (feet) COMP
 DR7591  MODELED GRAVITY -    980,227.2   (mgal)                       NAVD 88
 DR7591
 DR7591  VERT ORDER      -  SECOND    CLASS I
 DR7591
 DR7591.The horizontal coordinates were determined by differentially corrected
 DR7591.hand held GPS observations or other comparable positioning techniques
 DR7591.and have an estimated accuracy of +/- 3 meters.
 DR7591
 DR7591.The orthometric height was determined by differential leveling and
 DR7591.adjusted by the NATIONAL GEODETIC SURVEY
 DR7591.in March 2022.
 DR7591
 DR7591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7591.GEOID18 height accuracy estimate available here.
 DR7591
 DR7591.Click photographs - Photos may exist for this station.
 DR7591
 DR7591.The dynamic height is computed by dividing the NAVD 88
 DR7591.geopotential number by the normal gravity value computed on the
 DR7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7591.degrees latitude (g = 980.6199 gals.).
 DR7591
 DR7591.The modeled gravity was interpolated from observed gravity values.
 DR7591
 DR7591;                    North         East    Units  Estimated Accuracy
 DR7591;SPC IN E     -   705,625.1     134,452.3     MT  (+/- 3 meters HH1 GPS) 
 DR7591
 DR7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4554907190(NAD 83)
 DR7591
 DR7591                          SUPERSEDED SURVEY CONTROL
 DR7591
 DR7591.No superseded survey control is available for this station.
 DR7591
 DR7591_MARKER: F = FLANGE-ENCASED ROD
 DR7591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7591_STAMPING: STINSON B 378 2018
 DR7591_MARK LOGO: NONE
 DR7591_PROJECTION: RECESSED 8 CENTIMETERS
 DR7591_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7591+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2018
 DR7591_ROD/PIPE-DEPTH: 6.6 meters
 DR7591_SLEEVE-DEPTH  : 0.9 meters
 DR7591
 DR7591  HISTORY     - Date     Condition        Report By
 DR7591  HISTORY     - 20180806 MONUMENTED       INDOT
 DR7591
 DR7591                          STATION DESCRIPTION
 DR7591
 DR7591'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7591'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF WOLCOTTVILLE,
 DR7591'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF MONGO AND 3.2 MI (5.1 KM)
 DR7591'WEST-NORTHWEST OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7591'
 DR7591'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7591'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.77 MI (4.46 KM) ALONG STATE ROAD 3
 DR7591'TO COUNTY ROAD EAST 275 SOUTH.  TURN LEFT (EAST) AND TRAVEL 0.99 MI
 DR7591'(1.59 KM) TO THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD,
 DR7591'LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF COUNTY ROAD
 DR7591'EAST 275 SOUTH AND COUNTY ROAD SOUTH 900 EAST.
 DR7591'
 DR7591'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 24 FT (7.3 M)
 DR7591'SOUTH OF THE COUNTY ROAD EAST 275 SOUTH CENTERLINE AND APPROXIMATELY
 DR7591'30 FT (9.1 M) WEST OF THE COUNTY ROAD SOUTH 900 EAST CENTERLINE.  IT
 DR7591'IS LOCATED 36.3 FT (11.1 M) SOUTH OF THE SOUTH FACE OF POWER POLE
 DR7591'17834, 53.9 FT (16.4 M) WEST-SOUTHWEST OF THE WEST FACE OF A CONCRETE
 DR7591'FENCE CORNER POST AND 38.6 FT (11.8 M) NORTH-NORTHWEST OF THE NORTH
 DR7591'FACE OF POWER POLE 18065.
 DR7591'
 DR7591'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7591'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0598 ***********************************************************************
 JA0598  DESIGNATION -  STINSON RM 1
 JA0598  PID         -  JA0598
 JA0598  STATE/COUNTY-  IN/DUBOIS
 JA0598  COUNTRY     -  US
 JA0598  USGS QUAD   -  DALE (2019)
 JA0598
 JA0598                         *CURRENT SURVEY CONTROL
 JA0598  ______________________________________________________________________
 JA0598* NAD 83(1986) POSITION- 38 14 51.51   (N) 086 57 03.47   (W)   HD_HELD1
 JA0598* NAVD 88 ORTHO HEIGHT -   160.386 (meters)      526.20  (feet) ADJUSTED
 JA0598  ______________________________________________________________________
 JA0598  GEOID HEIGHT    -        -32.189 (meters)                     GEOID18
 JA0598  DYNAMIC HEIGHT  -        160.277 (meters)      525.84  (feet) COMP
 JA0598  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA0598
 JA0598  VERT ORDER      -  FIRST     CLASS II
 JA0598
 JA0598.This mark is at Huntingburg Airport (HNB)
 JA0598
 JA0598.The horizontal coordinates were determined by differentially corrected
 JA0598.hand held GPS observations or other comparable positioning techniques
 JA0598.and have an estimated accuracy of +/- 3 meters.
 JA0598
 JA0598.The orthometric height was determined by differential leveling and
 JA0598.adjusted by the NATIONAL GEODETIC SURVEY
 JA0598.in June 1991.
 JA0598
 JA0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0598.GEOID18 height accuracy estimate available here.
 JA0598
 JA0598.Click photographs - Photos may exist for this station.
 JA0598
 JA0598.The dynamic height is computed by dividing the NAVD 88
 JA0598.geopotential number by the normal gravity value computed on the
 JA0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0598.degrees latitude (g = 980.6199 gals.).
 JA0598
 JA0598.The modeled gravity was interpolated from observed gravity values.
 JA0598
 JA0598;                    North         East    Units  Estimated Accuracy
 JA0598;SPC IN W     -   332,989.3     911,586.7     MT  (+/- 3 meters HH1 GPS) 
 JA0598
 JA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0429033293(NAD 83)
 JA0598
 JA0598                          SUPERSEDED SURVEY CONTROL
 JA0598
 JA0598  NGVD 29 (??/??/92)  160.488  (m)          526.53   (f) ADJ UNCH    1 2
 JA0598
 JA0598.Superseded values are not recommended for survey control.
 JA0598
 JA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0598.See file dsdata.pdf to determine how the superseded data were derived.
 JA0598
 JA0598_MARKER: DR = REFERENCE MARK DISK
 JA0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0598_STAMPING: STINSON NO 1 1946
 JA0598_MARK LOGO: CGS
 JA0598_PROJECTION: FLUSH
 JA0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0598+STABILITY: SURFACE MOTION
 JA0598
 JA0598  HISTORY     - Date     Condition        Report By
 JA0598  HISTORY     - 1946     MONUMENTED       CGS
 JA0598  HISTORY     - 1965     GOOD             CGS
 JA0598
 JA0598                          STATION DESCRIPTION
 JA0598
 JA0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0598'5.2 MI S FROM HUNTINGBURG.
 JA0598'ABOUT 4.35 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY
 JA0598'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0598'0.4 MILE NORTH ALONG COUNTY ROAD 900S, THENCE 0.5 MILE WEST ALONG
 JA0598'COUNTY ROAD 200W, IN SECTION 15, T 3 S, R 5 W, 133.4 FEET EAST
 JA0598'OF STINSON 1946, 79.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JA0598'A HANGAR, 34 FEET WEST OF A WARNING LIGHT AT THE SOUTHEAST CORNER
 JA0598'OF THE AIRSTRIP, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JA0598'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0596 ***********************************************************************
 JA0596  DESIGNATION -  STINSON RM 2
 JA0596  PID         -  JA0596
 JA0596  STATE/COUNTY-  IN/DUBOIS
 JA0596  COUNTRY     -  US
 JA0596  USGS QUAD   -  DALE (2019)
 JA0596
 JA0596                         *CURRENT SURVEY CONTROL
 JA0596  ______________________________________________________________________
 JA0596* NAD 83(1986) POSITION- 38 14 50.13   (N) 086 57 04.76   (W)   HD_HELD1
 JA0596* NAVD 88 ORTHO HEIGHT -   160.392 (meters)      526.22  (feet) ADJUSTED
 JA0596  ______________________________________________________________________
 JA0596  GEOID HEIGHT    -        -32.187 (meters)                     GEOID18
 JA0596  DYNAMIC HEIGHT  -        160.284 (meters)      525.87  (feet) COMP
 JA0596  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA0596
 JA0596  VERT ORDER      -  FIRST     CLASS II
 JA0596
 JA0596.This mark is at Huntingburg Airport (HNB)
 JA0596
 JA0596.The horizontal coordinates were determined by differentially corrected
 JA0596.hand held GPS observations or other comparable positioning techniques
 JA0596.and have an estimated accuracy of +/- 3 meters.
 JA0596
 JA0596.The orthometric height was determined by differential leveling and
 JA0596.adjusted by the NATIONAL GEODETIC SURVEY
 JA0596.in June 1991.
 JA0596
 JA0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0596.GEOID18 height accuracy estimate available here.
 JA0596
 JA0596.Click photographs - Photos may exist for this station.
 JA0596
 JA0596.The dynamic height is computed by dividing the NAVD 88
 JA0596.geopotential number by the normal gravity value computed on the
 JA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0596.degrees latitude (g = 980.6199 gals.).
 JA0596
 JA0596.The modeled gravity was interpolated from observed gravity values.
 JA0596
 JA0596;                    North         East    Units  Estimated Accuracy
 JA0596;SPC IN W     -   332,946.7     911,555.4     MT  (+/- 3 meters HH1 GPS) 
 JA0596
 JA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0425933250(NAD 83)
 JA0596
 JA0596                          SUPERSEDED SURVEY CONTROL
 JA0596
 JA0596  NGVD 29 (??/??/92)  160.494  (m)          526.55   (f) ADJ UNCH    1 2
 JA0596
 JA0596.Superseded values are not recommended for survey control.
 JA0596
 JA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0596.See file dsdata.pdf to determine how the superseded data were derived.
 JA0596
 JA0596_MARKER: DR = REFERENCE MARK DISK
 JA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0596_STAMPING: STINSON NO 2 1946
 JA0596_MARK LOGO: CGS
 JA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0596+STABILITY: SURFACE MOTION
 JA0596
 JA0596  HISTORY     - Date     Condition        Report By
 JA0596  HISTORY     - 1946     MONUMENTED       CGS
 JA0596  HISTORY     - 1965     GOOD             CGS
 JA0596  HISTORY     - 20110322 GOOD             GEOCAC
 JA0596
 JA0596                          STATION DESCRIPTION
 JA0596
 JA0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0596'5.4 MI SW FROM HUNTINGBURG.
 JA0596'ABOUT 4.35 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE CITY POWER
 JA0596'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE 0.4 MILE
 JA0596'NORTH ALONG COUNTY ROAD 900S, THENCE 0.5 MILE WEST ALONG COUNTY
 JA0596'ROAD 200W, IN SECTION 15, T 3 S, R 5 W, 121.3 FEET SOUTH-SOUTHEAST
 JA0596'OF STINSON 1946, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JA0596'20 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A HANGAR, 9 FEET
 JA0596'EAST OF THE CENTER LINE OF A DRIVEWAY ON THE WEST SIDE OF THE
 JA0596'HANGAR, 2 FEET WEST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE THE
 JA0596'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0596'2 INCHES.
 JA0596
 JA0596                          STATION RECOVERY (2011)
 JA0596
 JA0596'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA0596'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2591 ***********************************************************************
 LB2591  DESIGNATION -  STOCK
 LB2591  PID         -  LB2591
 LB2591  STATE/COUNTY-  IN/TIPPECANOE
 LB2591  COUNTRY     -  US
 LB2591  USGS QUAD   -  STOCKWELL (2019)
 LB2591
 LB2591                         *CURRENT SURVEY CONTROL
 LB2591  ______________________________________________________________________
 LB2591* NAD 83(1997) POSITION- 40 15 30.28505(N) 086 46 15.42457(W)   ADJUSTED
 LB2591* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LB2591  ______________________________________________________________________
 LB2591  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 LB2591  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LB2591  HORZ ORDER      -  SECOND
 LB2591
 LB2591.The horizontal coordinates were established by classical geodetic methods
 LB2591.and adjusted by the National Geodetic Survey in May 1999.
 LB2591
 LB2591.The orthometric height was scaled from a topographic map.
 LB2591
 LB2591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2591.GEOID18 height accuracy estimate available here.
 LB2591
 LB2591.Click photographs - Photos may exist for this station.
 LB2591
 LB2591.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2591
 LB2591. The following values were computed from the NAD 83(1997) position.
 LB2591
 LB2591;                    North         East     Units Scale Factor Converg.
 LB2591;SPC IN W     -   556,256.875   926,573.818   MT  0.99997536   +0 12 06.7
 LB2591;SPC IN W     - 1,824,986.10  3,039,934.27   sFT  0.99997536   +0 12 06.7
 LB2591;UTM  16      - 4,456,464.281   519,477.639   MT  0.99960467   +0 08 52.9
 LB2591
 LB2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2591!SPC IN W     -   0.99996717  x   0.99997536  =   0.99994253
 LB2591!UTM  16      -   0.99996717  x   0.99960467  =   0.99957185
 LB2591
 LB2591:                Primary Azimuth Mark                     Grid Az
 LB2591:SPC IN W     -  E 88                                     092 28 37.2
 LB2591:UTM  16      -  E 88                                     092 31 51.0
 LB2591
 LB2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1947756464(NAD 83)
 LB2591
 LB2591|---------------------------------------------------------------------|
 LB2591| PID    Reference Object                     Distance      Geod. Az  |
 LB2591|                                                           dddmmss.s |
 LB2591| CD1290 STOCK RM 2                           27.120 METERS 00254     |
 LB2591| LB0792 E 88                                               0924043.9 |
 LB2591| LB2565 CLARKS HILL MUNICIPAL TANK          APPROX. 4.5 KM 1032234.9 |
 LB2591| CD1289 STOCK RM 1                           21.920 METERS 10539     |
 LB2591| LB2589 STOCK 2                              87.021 METERS 11347     |
 LB2591| LB2569 INDIANAPOLIS CHICAGO AWY BN 15      APPROX. 1.5 KM 1674616.4 |
 LB2591|---------------------------------------------------------------------|
 LB2591
 LB2591                          SUPERSEDED SURVEY CONTROL
 LB2591
 LB2591  NAD 83(1986)-  40 15 30.29213(N)    086 46 15.43724(W) AD(       ) 2
 LB2591  NAD 27      -  40 15 30.16410(N)    086 46 15.41500(W) AD(       ) 2
 LB2591
 LB2591.Superseded values are not recommended for survey control.
 LB2591
 LB2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2591.See file dsdata.pdf to determine how the superseded data were derived.
 LB2591
 LB2591_MARKER: DS = TRIANGULATION STATION DISK
 LB2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2591_STAMPING: STOCK 1948
 LB2591_MARK LOGO: CGS
 LB2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2591+STABILITY: SURFACE MOTION
 LB2591
 LB2591  HISTORY     - Date     Condition        Report By
 LB2591  HISTORY     - 1948     MONUMENTED       CGS
 LB2591  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 LB2591
 LB2591                          STATION DESCRIPTION
 LB2591
 LB2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2591'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF CLARKS HILL AND 2
 LB2591'MILES SOUTH OF STOCKWELL IN THE NORTHEAST ANGLE OF THE INTERSECTION
 LB2591'OF STATE HIGHWAY 28 AND A PAVED CROSSROAD.  IT IS 106 FEET NORTHEAST
 LB2591'OF THE INTERSECTION, 89 FEET NORTH OF CENTER OF HIGHWAY 28, 56 FEET
 LB2591'EAST OF CENTER OF PAVED ROAD AND 4 FEET SOUTHWEST OF A WHITE WITNESS
 LB2591'POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED STOCK
 LB2591'1948.
 LB2591'
 LB2591'REFERENCE MARK NO. 1 IS 71.89 FEET SOUTHEAST OF STATION.  IT IS 69
 LB2591'FEET NORTH OF CENTER OF HIGHWAY 28 AND 1 FOOT WEST OF A FENCE.  THE
 LB2591'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED STOCK NO 1
 LB2591'1948.
 LB2591'
 LB2591'REFERENCE MARK NO. 2 IS 88.91 FEET NORTH OF STATION.  IT IS 59 FEET
 LB2591'EAST OF CENTER OF PAVED ROAD AND 28 FEET EAST OF A FENCE.  THE MARK
 LB2591'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED STOCK NO 2 1948.
 LB2591'
 LB2591'E 88 (USC AND GS) BM WAS USED AS THE AZIMUTH MARK.  IT IS 0.3 MILE
 LB2591'EAST OF STATION, 31 FEET NORTH OF CENTER OF HIGHWAY 28, 2 FEET EAST
 LB2591'OF WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK IS AN
 LB2591'8 X 8 CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2591'A STANDARD USC AND GS BM DISK STAMPED E 88 1946.
 LB2591'
 LB2591'TO REACH THE STATION FROM THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LB2591'LOUIS RAILWAY DEPOT IN STOCKWELL, GO SOUTH ON A PAVED ROAD FOR 1.9
 LB2591'MILES TO THE JUNCTION OF STATE HIGHWAY 28 AND THE STATION IN THE
 LB2591'NORTHEAST ANGLE AS DESCRIBED.
 LB2591'
 LB2591'TO REACH E 88 (USC AND GS) BM (AZIMUTH) FROM THE STATION, GO EAST
 LB2591'ON HIGHWAY 28 FOR 0.3 MILE TO MARK ON LEFT OR NORTH SIDE OF HIGHWAY
 LB2591'AS DESCRIBED.
 LB2591'
 LB2591'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2591
 LB2591                          STATION RECOVERY (1958)
 LB2591
 LB2591'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (AFB)
 LB2591'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LB2591'DESTROYED ON NOVEMBER 12, 1958, BECAUSE OF THE CONSTRUCTION OF A NEW
 LB2591'HOME ON THE SITE.
 LB2591'
 LB2591'NEW STATION STOCK 2 1958, REFERENCE MARK NO. 3, AND REFERENCE MARK
 LB2591'NO. 4 WERE SET AT THE SAME TIME BY TIPPECANOE COUNTY SURVEYOR, A. E.
 LB2591'BUERKLE, WITH THE ASSISTANCE OF PROF. K. S. CURTIS, PURDUE
 LB2591'UNIVERSITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2589 ***********************************************************************
 LB2589  DESIGNATION -  STOCK 2
 LB2589  PID         -  LB2589
 LB2589  STATE/COUNTY-  IN/TIPPECANOE
 LB2589  COUNTRY     -  US
 LB2589  USGS QUAD   -  STOCKWELL (2019)
 LB2589
 LB2589                         *CURRENT SURVEY CONTROL
 LB2589  ______________________________________________________________________
 LB2589* NAD 83(1997) POSITION- 40 15 29.14761(N) 086 46 12.05461(W)   ADJUSTED
 LB2589* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LB2589  ______________________________________________________________________
 LB2589  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 LB2589  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LB2589  HORZ ORDER      -  SECOND
 LB2589
 LB2589.The horizontal coordinates were established by classical geodetic methods
 LB2589.and adjusted by the National Geodetic Survey in May 1999.
 LB2589
 LB2589.The orthometric height was scaled from a topographic map.
 LB2589
 LB2589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2589.GEOID18 height accuracy estimate available here.
 LB2589
 LB2589.Click photographs - Photos may exist for this station.
 LB2589
 LB2589.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2589
 LB2589. The following values were computed from the NAD 83(1997) position.
 LB2589
 LB2589;                    North         East     Units Scale Factor Converg.
 LB2589;SPC IN W     -   556,222.074   926,653.575   MT  0.99997541   +0 12 08.9
 LB2589;SPC IN W     - 1,824,871.92  3,040,195.94   sFT  0.99997541   +0 12 08.9
 LB2589;UTM  16      - 4,456,429.418   519,557.334   MT  0.99960471   +0 08 55.0
 LB2589
 LB2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2589!SPC IN W     -   0.99996717  x   0.99997541  =   0.99994258
 LB2589!UTM  16      -   0.99996717  x   0.99960471  =   0.99957189
 LB2589
 LB2589:                Primary Azimuth Mark                     Grid Az
 LB2589:SPC IN W     -  E 88                                     086 30 03.2
 LB2589:UTM  16      -  E 88                                     086 33 17.1
 LB2589
 LB2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1955756429(NAD 83)
 LB2589
 LB2589|---------------------------------------------------------------------|
 LB2589| PID    Reference Object                     Distance      Geod. Az  |
 LB2589|                                                           dddmmss.s |
 LB2589| CD1291 STOCK 2 RM 3                         16.930 METERS 00419     |
 LB2589| LB0792 E 88                                               0864212.1 |
 LB2589| CD1292 STOCK 2 RM 4                         28.345 METERS 09010     |
 LB2589| LB2565 CLARKS HILL MUNICIPAL TANK          APPROX. 4.4 KM 1031021.3 |
 LB2589| LB2591 STOCK                                87.021 METERS 29347     |
 LB2589|---------------------------------------------------------------------|
 LB2589
 LB2589                          SUPERSEDED SURVEY CONTROL
 LB2589
 LB2589  NAD 83(1986)-  40 15 29.15469(N)    086 46 12.06730(W) AD(       ) 2
 LB2589  NAD 27      -  40 15 29.02670(N)    086 46 12.04510(W) AD(       ) 2
 LB2589
 LB2589.Superseded values are not recommended for survey control.
 LB2589
 LB2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2589.See file dsdata.pdf to determine how the superseded data were derived.
 LB2589
 LB2589_MARKER: DS = TRIANGULATION STATION DISK
 LB2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2589_STAMPING: STOCK 2 1958
 LB2589_MARK LOGO: CGS
 LB2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2589+STABILITY: SURFACE MOTION
 LB2589
 LB2589  HISTORY     - Date     Condition        Report By
 LB2589  HISTORY     - 1958     MONUMENTED       CGS
 LB2589  HISTORY     - 1966     GOOD             CGS
 LB2589
 LB2589                          STATION DESCRIPTION
 LB2589
 LB2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AFB)
 LB2589'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF CLARKS HILL AND 2
 LB2589'MILES SOUTH OF STOCKWELL ON THE SOUTH SIDE OF STATE HIGHWAY 28 AND
 LB2589'317 FEET EAST OF PAVED CROSSROAD.  IT IS 28 FEET SOUTH OF CENTER OF
 LB2589'HIGHWAY 28 AND 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2589'1 INCH AND THE DISK IS STAMPED STOCK 2 1958.
 LB2589'
 LB2589'REFERENCE MARK NO. 3 IS 55.52 FEET NORTH OF STATION.  IT IS 27 FEET
 LB2589'NORTH OF CENTER OF HIGHWAY 28 AND 2 FEET SOUTH OF A FENCE.  THE MARK
 LB2589'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED STOCK 2 NO. 3 1958.
 LB2589'
 LB2589'REFERENCE MARK NO. 4 IS 92.99 FEET EAST OF STATION.  IT IS 28 FEET
 LB2589'SOUTH OF CENTER OF HIGHWAY 28 AND 2 FEET NORTH OF A FENCE.  THE MARK
 LB2589'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED STOCK 2 NO. 4 1958.
 LB2589'
 LB2589'E 88 (USC AND GS) BM WAS USED AS THE AZIMUTH MARK.  IT IS 0.3 MILE
 LB2589'EAST OF STATION, 31 FEET NORTH OF CENTER OF HIGHWAY 28, 2 FEET EAST
 LB2589'OF WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK IS AN 8
 LB2589'X 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE DISK
 LB2589'IS A STANDARD USC AND GS BM DISK STAMPED E 88 1946.
 LB2589'
 LB2589'TO REACH THE STATION FROM THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LB2589'LOUIS RAILWAY DEPOT IN STOCKWELL, GO SOUTH ON A PAVED ROAD FOR 1.9
 LB2589'MILES TO THE JUNCTION OF STATE HIGHWAY 28 AND THE STATION TO THE
 LB2589'EAST AS DESCRIBED.
 LB2589'
 LB2589'TO REACH E 88 (USC AND GS) BM (AZIMUTH) FROM THE STATION, GO EAST ON
 LB2589'HIGHWAY 28 FOR 0.3 MILE TO MARK ON LEFT OR NORTH SIDE OF HIGHWAY AS
 LB2589'DESCRIBED.
 LB2589
 LB2589                          STATION RECOVERY (1966)
 LB2589
 LB2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2589'STOCK 2 1958 GOOD.
 LB2589'STOCK 2 NO. 3 1958 GOOD.
 LB2589'STOCK 2 NO. 4 1958 GOOD.
 LB2589'AZ MK E 88 1946 GOOD.
 LB2589'
 LB2589'ADD--
 LB2589'STATION MARK IS 15.7 FEET EAST OF A FENCE CORNER.
 LB2589'RM 3 IS 14.5 FEET EAST OF POWER POLE NO. 373+48.
 LB2589'
 LB2589'OTHERWISE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3363 ***********************************************************************
 ME3363  DESIGNATION -  STOCKTON 2 AZ MK 3
 ME3363  PID         -  ME3363
 ME3363  STATE/COUNTY-  IN/LAKE
 ME3363  COUNTRY     -  US
 ME3363  USGS QUAD   -  WHITING (2019)
 ME3363
 ME3363                         *CURRENT SURVEY CONTROL
 ME3363  ______________________________________________________________________
 ME3363* NAD 83(1986) POSITION- 41 37 47.     (N) 087 23 56.     (W)   SCALED
 ME3363* NAVD 88 ORTHO HEIGHT -   180.082 (meters)      590.82  (feet) ADJUSTED
 ME3363  ______________________________________________________________________
 ME3363  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 ME3363  DYNAMIC HEIGHT  -        180.017 (meters)      590.61  (feet) COMP
 ME3363  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 ME3363
 ME3363  VERT ORDER      -  FIRST     CLASS II
 ME3363
 ME3363.The horizontal coordinates were scaled from a map and have
 ME3363.an estimated accuracy of +/- 6 seconds.
 ME3363
 ME3363.The orthometric height was determined by differential leveling and
 ME3363.adjusted by the NATIONAL GEODETIC SURVEY
 ME3363.in April 1995.
 ME3363
 ME3363.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3363.GEOID18 height accuracy estimate available here.
 ME3363
 ME3363.Click photographs - Photos may exist for this station.
 ME3363
 ME3363.The dynamic height is computed by dividing the NAVD 88
 ME3363.geopotential number by the normal gravity value computed on the
 ME3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3363.degrees latitude (g = 980.6199 gals.).
 ME3363
 ME3363.The modeled gravity was interpolated from observed gravity values.
 ME3363
 ME3363;                    North         East    Units  Estimated Accuracy
 ME3363;SPC IN W     -   708,540.      873,710.      MT  (+/- 180 meters Scaled)
 ME3363
 ME3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM667087(NAD 83)
 ME3363
 ME3363                          SUPERSEDED SURVEY CONTROL
 ME3363
 ME3363  NGVD 29 (01/19/93)  180.195  (m)          591.19   (f) ADJUSTED    1 2
 ME3363
 ME3363.Superseded values are not recommended for survey control.
 ME3363
 ME3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3363.See file dsdata.pdf to determine how the superseded data were derived.
 ME3363
 ME3363_MARKER: DZ = AZIMUTH MARK DISK
 ME3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3363_STAMPING: STOCKTON 2 AZ 3
 ME3363_MARK LOGO: CGS
 ME3363_PROJECTION: RECESSED 8 CENTIMETERS
 ME3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3363+STABILITY: SURFACE MOTION
 ME3363
 ME3363  HISTORY     - Date     Condition        Report By
 ME3363  HISTORY     - 1967     MONUMENTED       CGS
 ME3363  HISTORY     - 19920806 GOOD             NGS
 ME3363
 ME3363                          STATION DESCRIPTION
 ME3363
 ME3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3363'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 ME3363'INTERSTATE HIGHWAY 90 IN GARY, THENCE 2.2 KM (1.35 MI) NORTHERLY
 ME3363'ALONG CLARK STREET, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG THE GARY
 ME3363'U.S. STEEL WORKS ENTRANCE ROAD, 11.5 M (37.7 FT) SOUTH OF THE ROAD
 ME3363'CENTER, 0.4 M (1.3 FT) SOUTH OF UTILITY POLE NUMBER C 11/861-085, 0.3
 ME3363'M (1.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 ME3363'LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.08 M (0.26 FT)
 ME3363'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3364 ***********************************************************************
 ME3364  CBN         -  This is a Cooperative Base Network Control Station.
 ME3364  DESIGNATION -  STOCKTON 2 RESET
 ME3364  PID         -  ME3364
 ME3364  STATE/COUNTY-  IN/LAKE
 ME3364  COUNTRY     -  US
 ME3364  USGS QUAD   -  WHITING (2019)
 ME3364
 ME3364                         *CURRENT SURVEY CONTROL
 ME3364  ______________________________________________________________________
 ME3364* NAD 83(2011) POSITION- 41 37 44.86578(N) 087 23 40.01485(W)   ADJUSTED
 ME3364* NAD 83(2011) ELLIP HT-   146.608 (meters)        (06/27/12)   ADJUSTED
 ME3364* NAD 83(2011) EPOCH   -  2010.00
 ME3364* NAVD 88 ORTHO HEIGHT -   180.170 (meters)      591.11  (feet) ADJUSTED
 ME3364  ______________________________________________________________________
 ME3364  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 ME3364  NAD 83(2011) X  -    217,051.007 (meters)                     COMP
 ME3364  NAD 83(2011) Y  - -4,769,636.340 (meters)                     COMP
 ME3364  NAD 83(2011) Z  -  4,215,000.257 (meters)                     COMP
 ME3364  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 ME3364  DYNAMIC HEIGHT  -        180.105 (meters)      590.89  (feet) COMP
 ME3364  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 ME3364
 ME3364  VERT ORDER      -  FIRST     CLASS II
 ME3364
 ME3364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME3364  Standards:
 ME3364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME3364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME3364  -------------------------------------------------------------------
 ME3364  NETWORK    0.95   2.00           0.45   0.29   1.02     -0.08309844
 ME3364  -------------------------------------------------------------------
 ME3364  Click here for local accuracies and other accuracy information.
 ME3364
 ME3364.The horizontal coordinates were established by GPS observations
 ME3364.and adjusted by the National Geodetic Survey in June 2012.
 ME3364
 ME3364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME3364.been affixed to the stable North American tectonic plate. See 
 ME3364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME3364
 ME3364.The horizontal coordinates are valid at the epoch date displayed above
 ME3364.which is a decimal equivalence of Year/Month/Day.
 ME3364
 ME3364.The orthometric height was determined by differential leveling and
 ME3364.adjusted by the NATIONAL GEODETIC SURVEY
 ME3364.in April 1995.
 ME3364
 ME3364.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3364.GEOID18 height accuracy estimate available here.
 ME3364
 ME3364.Click photographs - Photos may exist for this station.
 ME3364
 ME3364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3364
 ME3364.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME3364
 ME3364.The ellipsoidal height was determined by GPS observations
 ME3364.and is referenced to NAD 83.
 ME3364
 ME3364.The dynamic height is computed by dividing the NAVD 88
 ME3364.geopotential number by the normal gravity value computed on the
 ME3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3364.degrees latitude (g = 980.6199 gals.).
 ME3364
 ME3364.The modeled gravity was interpolated from observed gravity values.
 ME3364
 ME3364. The following values were computed from the NAD 83(2011) position.
 ME3364
 ME3364;                    North         East     Units Scale Factor Converg.
 ME3364;SPC IN W     -   708,473.730   874,075.586   MT  0.99997493   -0 12 24.0
 ME3364;SPC IN W     - 2,324,384.23  2,867,696.32   sFT  0.99997493   -0 12 24.0
 ME3364;UTM  16      - 4,608,675.352   467,143.679   MT  0.99961328   -0 15 43.3
 ME3364
 ME3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3364!SPC IN W     -   0.99997701  x   0.99997493  =   0.99995194
 ME3364!UTM  16      -   0.99997701  x   0.99961328  =   0.99959029
 ME3364
 ME3364:                Primary Azimuth Mark                     Grid Az
 ME3364:SPC IN W     -  STOCKTON 2 AZ MK 3                       285 04 45.8
 ME3364:UTM  16      -  STOCKTON 2 AZ MK 3                       285 08 05.1
 ME3364
 ME3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6714308675(NAD 83)
 ME3364
 ME3364|---------------------------------------------------------------------|
 ME3364| PID    Reference Object                     Distance      Geod. Az  |
 ME3364|                                                           dddmmss.s |
 ME3364| ME2513 STOCKTON                             63.204 METERS 01812     |
 ME3364| ME1010 STOCKTON 2 RM 3                       5.267 METERS 10855     |
 ME3364| ME3363 STOCKTON 2 AZ MK 3                                 2845221.8 |
 ME3364| ME1012 STOCKTON 2 RM 4                       5.196 METERS 28855     |
 ME3364|---------------------------------------------------------------------|
 ME3364
 ME3364                          SUPERSEDED SURVEY CONTROL
 ME3364
 ME3364  NAD 83(2007)-  41 37 44.86586(N)    087 23 40.01580(W) AD(2002.00) 0
 ME3364  ELLIP H (02/10/07)  146.630  (m)                       GP(2002.00)    
 ME3364  NAD 83(1997)-  41 37 44.86575(N)    087 23 40.01547(W) AD(       ) B
 ME3364  ELLIP H (04/10/98)  146.614  (m)                       GP(       ) 4 1
 ME3364  NAD 83(1994)-  41 37 44.87039(N)    087 23 40.02125(W) AD(       ) 3
 ME3364  NAD 83(1986)-  41 37 44.87045(N)    087 23 40.02122(W) AD(       ) 3
 ME3364  NAVD 88             180.17   (m)          591.1    (f) LEVELING    3  
 ME3364  NGVD 29 (01/19/93)  180.284  (m)          591.48   (f) ADJUSTED    1 2
 ME3364
 ME3364.Superseded values are not recommended for survey control.
 ME3364
 ME3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3364.See file dsdata.pdf to determine how the superseded data were derived.
 ME3364
 ME3364_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3364_STAMPING: STOCKTON 2 1967 1980
 ME3364_MARK LOGO: NGS
 ME3364_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3364+STABILITY: SURFACE MOTION
 ME3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3364+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 ME3364
 ME3364  HISTORY     - Date     Condition        Report By
 ME3364  HISTORY     - 1980     MONUMENTED       NGS
 ME3364  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME3364  HISTORY     - 19920806 GOOD             NGS
 ME3364  HISTORY     - 19970805 GOOD             SEC
 ME3364  HISTORY     - 20050427 GOOD             INDIV
 ME3364  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME3364
 ME3364                          STATION DESCRIPTION
 ME3364
 ME3364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ME3364'STATION MARK FOUND DESTROYED.  THE UNDERGROUND MARK ALSO FOUND
 ME3364'DESTROYED.  REFERENCE MARKS 3 AND 4 FOUND IN GOOD CONDITION.  A NEW
 ME3364'STATION SURFACE AND SUB SURFACE STATION MARKS WERE ESTABLISHED BY THE
 ME3364'REFERENCE MARKS MEASUREMENTS.  THE DIRECTION TO THE REFERENCE MARKS
 ME3364'CHECKED.  THE DISTANCE TO RM 3 WAS LONGER BY 0.17 FT. RM 4 LONGER BY
 ME3364'0.19 FT.
 ME3364'
 ME3364'STATION IS LOCATED IN THE WEST PART OF GARY AN NEAR THE CLARK ROAD
 ME3364'ENTRANCE TO THE USS COMPANY TIN MILL PLANT.
 ME3364'
 ME3364'TO REACH FROM THE OVERPASS OF THE INDIANA TOLL ROAD AND U.S. HIGHWAY
 ME3364'12 AT THE W EDGE OF GARY, GO NW FOR 0.2 ON HIGHWAY 12 TO A ROAD
 ME3364'RIGHT.  TURN RIGHT AND GO N ON CLARK ROAD FOR 1.3 MILES TO RAIL ROAD
 ME3364'TRACKS AND STATION ON LEFT.
 ME3364'
 ME3364'STATION MARKS ARE STANDARD DISKS, STAMPED---STOCKTON 2 1967
 ME3364'1980---.  IT IS 111 FT NW OF THE CROSSING OF CLARK ROAD AND THE RAIL
 ME3364'ROAD TRACKS, 77 FT E OF A RAIL ROAD TRACK SWITCH, 11.5 FT N OF N
 ME3364'RAIL OF TRACKS.  THE MARK IS FLUSH.
 ME3364'
 ME3364'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---STOCKTON 2 NO 3
 ME3364'1967---.  IT IS 95 FT W OF CROSSING OF CLARK ROAD AND THE TRACKS,
 ME3364'94 FT E OF RAIL ROAD TRACK SWITCH AND 11 FT N OF THE N RAIL OF
 ME3364'TRACKS.  THE MARK IS UNDERGROUND 2 INCHES.
 ME3364'
 ME3364'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---STOCKTON 2 NO 4
 ME3364'1967---.  IT IS 60 FT E OF THE RAIL ROAD TRACK SWITCH AND 11 FT N
 ME3364'OF N RAIL OF TRACKS.  THE MARK IS UNDERGROUND 4 INCHES.
 ME3364'
 ME3364'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---STOCKTON 2 AZ 3
 ME3364'1967---.  SET IN A DRILL HOLE IN A SLAG SUBSTANCE.  IT IS 35 FT S
 ME3364'OF THE CENTER LINE OF ROAD, 1 FT S OF POWER LINE POLE C 11 AND 1 FT
 ME3364'SW OF A METAL WITNESS POST.  THE MARK IS UNDERGROUND 2 INCHES.
 ME3364'
 ME3364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON ROAD FOR 0.25
 ME3364'MILE TO THE MARK ON LEFT AS DESCRIBED.
 ME3364
 ME3364                          STATION RECOVERY (1990)
 ME3364
 ME3364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (LRR)
 ME3364'STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.  THERE
 ME3364'HAS BEEN EXTENSIVE GRADING IN THE AREA AND STATION AND REFERENCE MARKS
 ME3364'ARE PROBABLY DESTROYED.
 ME3364
 ME3364                          STATION RECOVERY (1992)
 ME3364
 ME3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME3364'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 ME3364'INTERSTATE HIGHWAY 90 IN GARY, THENCE 2.2 KM (1.35 MI) NORTHERLY
 ME3364'ALONG CLARK STREET, 66.0 M (216.5 FT) NORTHWEST OF THE NORTHWEST
 ME3364'CORNER OF A GUARD HOUSE, 47.5 M (155.8 FT) WEST OF THE ROAD CENTER,
 ME3364'23.6 M (77.4 FT) EAST OF A RAILROAD SWITCH STAND, 3.3 M (10.8 FT)
 ME3364'SOUTH OF A WITNESS POST, 3.2 M (10.5 FT) NORTH OF THE NEAR RAIL OF THE
 ME3364'CONRAIL RAILROAD, LEVEL WITH THE TRACK, AND THE MONUMENT IS RECESSED
 ME3364'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 ME3364
 ME3364                          STATION RECOVERY (1997)
 ME3364
 ME3364'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME3364'THE STATION IS LOCATED ABOUT 0.2 MILES (0.3 KM) NORTHWEST OF GARY, AT
 ME3364'THE END OF NORTH CLARK ROAD, JUST INSIDE THE WEST GATE OF U.S. STEEL.
 ME3364'OWNERSHIP--U.S. STEEL CORPORATION, CONTACT IS GLEN TOPPING, PHONE
 ME3364'219-888-4500.  TO REACH THE STATION FROM THE END OF INTERSTATE 65,
 ME3364'TURN LEFT ON HIGHWAY 12.  CONTINUE WEST ALONG HIGHWAY 12 FOR 5 MILES
 ME3364'(8.0 KM) UNTIL YOU CROSS THE GRAND CALUMET RIVER AT THE EAST END OF
 ME3364'GARY REGIONAL AIRPORT.  JUST AS HIGHWAY 12 BENDS NORTHWEST, TURN RIGHT
 ME3364'ON NORTH CLARK ROAD.  CONTINUE GOING NORTH ON NORTH CLARK ROAD FOR 1.3
 ME3364'MILES (2.1 KM) TO THE WEST GATE OF U.S. STEEL.  JUST TO THE NORTHWEST
 ME3364'OF THE GUARD STATION AND JUST SOUTH OF THE WITNESS POST.  STATION IS 4
 ME3364'METERS (13.1 FT) NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS, 9.3
 ME3364'METERS (30.5 FT) WEST-NORTHWEST OF YELLOW GAS VENT PIPE, 19.1 METERS
 ME3364'(62.7 FT) SOUTHWEST OF YELLOW GAS VENT PIPE, 23.8 METERS (78.1 FT)
 ME3364'NORTHEAST OF RAILROAD SWITCH AND 42 METERS (137.8 FT) NORTHWEST OF
 ME3364'MANHOLE.
 ME3364
 ME3364                          STATION RECOVERY (2005)
 ME3364
 ME3364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SK)
 ME3364'CLARK ROAD GATE INTO STEELMILL IS NO LONGER IN USE. ACCESS BY
 ME3364'TEMPORARY PASS CAN BE OBTAINED AT THE STEEL MILL'S VISTORS CENTER,
 ME3364'LOCATED AT THE BROADWAY GATE. MAKE ARRANGEMENTS TO HAVE A SECURITY
 ME3364'PATROL SHOW YOU TO THE SITE.
 ME3364
 ME3364                          STATION RECOVERY (2021)
 ME3364
 ME3364'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME3364'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1010 ***********************************************************************
 ME1010  DESIGNATION -  STOCKTON 2 RM 3
 ME1010  PID         -  ME1010
 ME1010  STATE/COUNTY-  IN/LAKE
 ME1010  COUNTRY     -  US
 ME1010  USGS QUAD   -  WHITING (2019)
 ME1010
 ME1010                         *CURRENT SURVEY CONTROL
 ME1010  ______________________________________________________________________
 ME1010* NAD 83(1986) POSITION- 41 37 44.81   (N) 087 23 39.80   (W)   HD_HELD1
 ME1010* NAVD 88 ORTHO HEIGHT -   180.204 (meters)      591.22  (feet) ADJUSTED
 ME1010  ______________________________________________________________________
 ME1010  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 ME1010  DYNAMIC HEIGHT  -        180.139 (meters)      591.01  (feet) COMP
 ME1010  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 ME1010
 ME1010  VERT ORDER      -  FIRST     CLASS I
 ME1010
 ME1010.The horizontal coordinates were determined by differentially corrected
 ME1010.hand held GPS observations or other comparable positioning techniques
 ME1010.and have an estimated accuracy of +/- 3 meters.
 ME1010
 ME1010.The orthometric height was determined by differential leveling and
 ME1010.adjusted by the NATIONAL GEODETIC SURVEY
 ME1010.in April 1995.
 ME1010
 ME1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1010.GEOID18 height accuracy estimate available here.
 ME1010
 ME1010.Click photographs - Photos may exist for this station.
 ME1010
 ME1010.The dynamic height is computed by dividing the NAVD 88
 ME1010.geopotential number by the normal gravity value computed on the
 ME1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1010.degrees latitude (g = 980.6199 gals.).
 ME1010
 ME1010.The modeled gravity was interpolated from observed gravity values.
 ME1010
 ME1010;                    North         East    Units  Estimated Accuracy
 ME1010;SPC IN W     -   708,472.0     874,080.6     MT  (+/- 3 meters HH1 GPS) 
 ME1010
 ME1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6714808673(NAD 83)
 ME1010
 ME1010                          SUPERSEDED SURVEY CONTROL
 ME1010
 ME1010  NAVD 88 (06/15/91)  180.211  (m)          591.24   (f) SUPERSEDED  1 1
 ME1010  NGVD 29 (01/19/93)  180.318  (m)          591.59   (f) ADJUSTED    1 1
 ME1010  NGVD 29 (??/??/92)  180.318  (m)          591.59   (f) SUPERSEDED  1 1
 ME1010
 ME1010.Superseded values are not recommended for survey control.
 ME1010
 ME1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1010.See file dsdata.pdf to determine how the superseded data were derived.
 ME1010
 ME1010_MARKER: DR = REFERENCE MARK DISK
 ME1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1010_STAMPING: STOCKTON 2 NO 3 1967
 ME1010_MARK LOGO: CGS
 ME1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1010+STABILITY: SURFACE MOTION
 ME1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1010+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1010
 ME1010  HISTORY     - Date     Condition        Report By
 ME1010  HISTORY     - 1967     MONUMENTED       CGS
 ME1010  HISTORY     - 1968     GOOD             CGS
 ME1010  HISTORY     - 19920806 GOOD             NGS
 ME1010
 ME1010                          STATION DESCRIPTION
 ME1010
 ME1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1010'2.2 MI NW FROM GARY.
 ME1010'ABOUT 1.2 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1010'THE STATION AT GARY, THENCE 1.0 MILE NORTH ALONG CLARK ROAD, IN
 ME1010'SECTION 25, R 9 W, T 37 N, 90 1/2 FEET NORTHWEST OF THE CENTER
 ME1010'OF THE CROSSING OF CLARK ROAD AND THE NORTHEAST ONE OF TWO
 ME1010'TRACKS, 17.3 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 29 1/2
 ME1010'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 10.6
 ME1010'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT LEVEL WITH THE
 ME1010'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 ME1010'ABOVE THE LEVEL OF THE GROUND.
 ME1010
 ME1010                          STATION RECOVERY (1992)
 ME1010
 ME1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1010'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 ME1010'INTERSTATE HIGHWAY 90 IN GARY, THENCE 2.2 KM (1.35 MI) NORTHERLY
 ME1010'ALONG CLARK STREET, 64.0 M (210.0 FT) NORTHWEST OF THE NORTHWEST
 ME1010'CORNER OF A GUARD HOUSE, 42.1 M (138.1 FT) WEST OF THE ROAD CENTER,
 ME1010'29.0 M (95.1 FT) EAST OF A RAILROAD SWITCH STAND, 6.2 M (20.3 FT)
 ME1010'EAST OF A WITNESS POST, 3.1 M (10.2 FT) NORTH OF THE NEAR RAIL OF THE
 ME1010'CONRAIL RAILROAD, LEVEL WITH THE TRACK, AND THE MONUMENT IS RECESSED
 ME1010'0.16 M (0.52 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1012 ***********************************************************************
 ME1012  DESIGNATION -  STOCKTON 2 RM 4
 ME1012  PID         -  ME1012
 ME1012  STATE/COUNTY-  IN/LAKE
 ME1012  COUNTRY     -  US
 ME1012  USGS QUAD   -  WHITING (2019)
 ME1012
 ME1012                         *CURRENT SURVEY CONTROL
 ME1012  ______________________________________________________________________
 ME1012* NAD 83(1986) POSITION- 41 37 44.92   (N) 087 23 40.23   (W)   HD_HELD1
 ME1012* NAVD 88 ORTHO HEIGHT -   180.260 (meters)      591.40  (feet) ADJUSTED
 ME1012  ______________________________________________________________________
 ME1012  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 ME1012  DYNAMIC HEIGHT  -        180.195 (meters)      591.19  (feet) COMP
 ME1012  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 ME1012
 ME1012  VERT ORDER      -  FIRST     CLASS I
 ME1012
 ME1012.The horizontal coordinates were determined by differentially corrected
 ME1012.hand held GPS observations or other comparable positioning techniques
 ME1012.and have an estimated accuracy of +/- 3 meters.
 ME1012
 ME1012.The orthometric height was determined by differential leveling and
 ME1012.adjusted by the NATIONAL GEODETIC SURVEY
 ME1012.in April 1995.
 ME1012
 ME1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1012.GEOID18 height accuracy estimate available here.
 ME1012
 ME1012.Click photographs - Photos may exist for this station.
 ME1012
 ME1012.The dynamic height is computed by dividing the NAVD 88
 ME1012.geopotential number by the normal gravity value computed on the
 ME1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1012.degrees latitude (g = 980.6199 gals.).
 ME1012
 ME1012.The modeled gravity was interpolated from observed gravity values.
 ME1012
 ME1012;                    North         East    Units  Estimated Accuracy
 ME1012;SPC IN W     -   708,475.4     874,070.6     MT  (+/- 3 meters HH1 GPS) 
 ME1012
 ME1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6713808677(NAD 83)
 ME1012
 ME1012                          SUPERSEDED SURVEY CONTROL
 ME1012
 ME1012  NAVD 88 (06/15/91)  180.265  (m)          591.42   (f) SUPERSEDED  1 1
 ME1012  NGVD 29 (01/19/93)  180.373  (m)          591.77   (f) ADJUSTED    1 1
 ME1012  NGVD 29 (??/??/92)  180.373  (m)          591.77   (f) SUPERSEDED  1 1
 ME1012
 ME1012.Superseded values are not recommended for survey control.
 ME1012
 ME1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1012.See file dsdata.pdf to determine how the superseded data were derived.
 ME1012
 ME1012_MARKER: DR = REFERENCE MARK DISK
 ME1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1012_STAMPING: STOCKTON 2 NO 4 1967
 ME1012_MARK LOGO: CGS
 ME1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1012+STABILITY: SURFACE MOTION
 ME1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1012+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1012
 ME1012  HISTORY     - Date     Condition        Report By
 ME1012  HISTORY     - 1967     MONUMENTED       CGS
 ME1012  HISTORY     - 1968     GOOD             CGS
 ME1012  HISTORY     - 19920806 GOOD             NGS
 ME1012
 ME1012                          STATION DESCRIPTION
 ME1012
 ME1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1012'2.2 MI NW FROM GARY.
 ME1012'ABOUT 1.2 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD
 ME1012'FROM THE STATION AT GARY, THENCE 1.0 MILE NORTH ALONG CLARK
 ME1012'ROAD, IN SECTION 25, R 9 W, T 37 N, 60.8 FEET SOUTHEAST OF A
 ME1012'SWITCH-STAND, 17.1 FEET NORTHWEST OF THE STATION MARK DESCRIBED,
 ME1012'26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 10.6
 ME1012'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF TWO
 ME1012'TRACKS, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME1012'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME1012
 ME1012                          STATION RECOVERY (1992)
 ME1012
 ME1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1012'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 ME1012'INTERSTATE HIGHWAY 90 IN GARY, THENCE 2.2 KM (1.35 MI) NORTHERLY
 ME1012'ALONG CLARK STREET, 68.0 M (223.1 FT) NORTHWEST OF THE NORTHWEST
 ME1012'CORNER OF A GUARD HOUSE, 52.7 M (172.9 FT) WEST OF THE ROAD CENTER,
 ME1012'18.5 M (60.7 FT) EAST OF A RAILROAD SWITCH STAND, 6.2 M (20.3 FT)
 ME1012'SOUTHWEST OF A WITNESS POST, 5.2 M (17.1 FT) WEST OF TRIANGULATION
 ME1012'STATION STOCKTON 2, 3.3 M (10.8 FT) NORTH OF THE NEAR RAIL OF THE
 ME1012'CONRAIL RAILROAD, LEVEL WITH THE TRACK, AND THE MONUMENT IS FLUSH
 ME1012'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0928 ***********************************************************************
 LB0928  DESIGNATION -  STOCKWELL
 LB0928  PID         -  LB0928
 LB0928  STATE/COUNTY-  IN/TIPPECANOE
 LB0928  COUNTRY     -  US
 LB0928  USGS QUAD   -  STOCKWELL (2019)
 LB0928
 LB0928                         *CURRENT SURVEY CONTROL
 LB0928  ______________________________________________________________________
 LB0928* NAD 83(1997) POSITION- 40 17 07.33470(N) 086 46 10.14251(W)   ADJUSTED
 LB0928* NAVD 88 ORTHO HEIGHT -   236.421 (meters)      775.66  (feet) ADJUSTED
 LB0928  ______________________________________________________________________
 LB0928  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 LB0928  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 LB0928  DYNAMIC HEIGHT  -        236.299 (meters)      775.26  (feet) COMP
 LB0928  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 LB0928
 LB0928  HORZ ORDER      -  FIRST
 LB0928  VERT ORDER      -  SECOND    CLASS 0
 LB0928
 LB0928.The horizontal coordinates were established by classical geodetic methods
 LB0928.and adjusted by the National Geodetic Survey in May 1999.
 LB0928
 LB0928.The orthometric height was determined by differential leveling and
 LB0928.adjusted by the NATIONAL GEODETIC SURVEY
 LB0928.in June 1991.
 LB0928
 LB0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0928.GEOID18 height accuracy estimate available here.
 LB0928
 LB0928.Click photographs - Photos may exist for this station.
 LB0928
 LB0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0928
 LB0928.The dynamic height is computed by dividing the NAVD 88
 LB0928.geopotential number by the normal gravity value computed on the
 LB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0928.degrees latitude (g = 980.6199 gals.).
 LB0928
 LB0928.The modeled gravity was interpolated from observed gravity values.
 LB0928
 LB0928. The following values were computed from the NAD 83(1997) position.
 LB0928
 LB0928;                    North         East     Units Scale Factor Converg.
 LB0928;SPC IN W     -   559,250.663   926,688.035   MT  0.99997543   +0 12 10.6
 LB0928;SPC IN W     - 1,834,808.22  3,040,308.99   sFT  0.99997543   +0 12 10.6
 LB0928;UTM  16      - 4,459,456.850   519,594.627   MT  0.99960473   +0 08 56.6
 LB0928
 LB0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0928!SPC IN W     -   0.99996819  x   0.99997543  =   0.99994362
 LB0928!UTM  16      -   0.99996819  x   0.99960473  =   0.99957294
 LB0928
 LB0928:                Primary Azimuth Mark                     Grid Az
 LB0928:SPC IN W     -  STOCKWELL AZ MK                          145 26 20.5
 LB0928:UTM  16      -  STOCKWELL AZ MK                          145 29 34.5
 LB0928
 LB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1959459456(NAD 83)
 LB0928
 LB0928|---------------------------------------------------------------------|
 LB0928| PID    Reference Object                     Distance      Geod. Az  |
 LB0928|                                                           dddmmss.s |
 LB0928| LB0929 STOCKWELL RM 1                       35.085 METERS 04313     |
 LB0928| LB2565 CLARKS HILL MUNICIPAL TANK          APPROX. 5.9 KM 1333230.3 |
 LB0928| LB2566 COLFAX MUNICIPAL TANK               APPROX.13.4 KM 1390948.1 |
 LB0928| LB0927 STOCKWELL AZ MK                                    1453831.1 |
 LB0928| LB2593 STOCKWELL RM A                       43.278 METERS 20227     |
 LB0928| LB0930 STOCKWELL RM 2                       48.405 METERS 31037     |
 LB0928| CF2726 STOCKWELL RM 3                       54.356 METERS 32527     |
 LB0928|---------------------------------------------------------------------|
 LB0928
 LB0928                          SUPERSEDED SURVEY CONTROL
 LB0928
 LB0928  NAD 83(1986)-  40 17 07.34168(N)    086 46 10.15509(W) AD(       ) 1
 LB0928  NAD 27      -  40 17 07.21800(N)    086 46 10.13400(W) AD(       ) 1
 LB0928  NGVD 29 (??/??/92)  236.515  (m)          775.97   (f) ADJ UNCH    2 0
 LB0928  NGVD 29             236.52   (m)          776.0    (f) LEVELING    3  
 LB0928
 LB0928.Superseded values are not recommended for survey control.
 LB0928
 LB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0928.See file dsdata.pdf to determine how the superseded data were derived.
 LB0928
 LB0928_MARKER: DS = TRIANGULATION STATION DISK
 LB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0928_STAMPING: STOCKWELL 1934
 LB0928_MARK LOGO: CGS
 LB0928_PROJECTION: FLUSH
 LB0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0928+STABILITY: SURFACE MOTION
 LB0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0928+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 LB0928
 LB0928  HISTORY     - Date     Condition        Report By
 LB0928  HISTORY     - 1934     MONUMENTED       CGS
 LB0928  HISTORY     - 1935     GOOD             CGS
 LB0928  HISTORY     - 1939     GOOD             CGS
 LB0928  HISTORY     - 1942     GOOD             CGS
 LB0928  HISTORY     - 1946     GOOD             CGS
 LB0928  HISTORY     - 1948     GOOD             CGS
 LB0928  HISTORY     - 1966     GOOD             CGS
 LB0928  HISTORY     - 1966     GOOD             CGS
 LB0928  HISTORY     - 1970     GOOD             NGS
 LB0928  HISTORY     - 1970     GOOD             NGS
 LB0928  HISTORY     - 19970101 GOOD             INDNR
 LB0928  HISTORY     - 20021230 GOOD             GRWENG
 LB0928
 LB0928                          STATION DESCRIPTION
 LB0928
 LB0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB0928'THIS STATION IS IN THE TOWN OF STOCKWELL, ON PROPERTY OWNED BY THE
 LB0928'C. C. C. AND ST. L. R. R.  THE STATION MARK IS 106 PACES SSE OF THE
 LB0928'RAILROAD STATION.  0.5 MILE S OF MACADAM ROAD LEADING INTO TOWN
 LB0928'FROM THE E.  53 FEET NE OF THE NE RAIL.  19.5 FEET W OF A
 LB0928'TRIANGULAR BLAZED OAK, AND PROJECTS 4 INCHES.
 LB0928'
 LB0928'SURFACE, UNDERGROUND, REFERENCE, AZIMUTH, AND WITNESS MARKS ARE
 LB0928'STANDARD BRONZE DISKS SET IN CONCRETE.
 LB0928'
 LB0928'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT W OF FENCE LINE,
 LB0928'25 FEET E OF GRAVEL LANE.  12 FEET S OF FENCE CORNER, AND PROJECTS 3
 LB0928'INCHES.  REFERENCE MARK NO. 2 IS NNW OF THE STATION, 30 FEET NE
 LB0928'OF THE NE RAIL.  12 FEET S OF COAL HOUSE.  50 PACES SSE OF RAILROAD
 LB0928'STATION, AND PROJECTS 6 INCHES.
 LB0928'
 LB0928'THE AZIMUTH MARK IS SE OF THE STATION.  20 FEET N OF CENTER LINE OF
 LB0928'GRAVEL ROAD.  1 FOOT N OF FENCE LINE.  0.2 MILE W OF RAILROAD
 LB0928'CROSSING.
 LB0928'
 LB0928'TO REACH FROM STOCKWELL GO S ON MAIN ROAD FOR 0.9 MILE TO CROSSROADS,
 LB0928'THENCE E 0.7 MILE TO THE AZIMUTH MARK ON THE N SIDE OF THE ROAD.
 LB0928'
 LB0928'STOCKWELL IS A LITTLE TOWN ABOUT 2 MILES W OF U. S. HIGHWAY 52 AND 2
 LB0928'MILES N OF HIGHWAY 28.
 LB0928
 LB0928                          STATION RECOVERY (1935)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB0928'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK FOUND IN
 LB0928'GOOD CONDITION AS DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE
 LB0928'MARKS CHECKED.  ALSO DISTANCE TO NE RAIL AND TRIANGULAR BLAZE ON
 LB0928'OAK TREE CHECKED.
 LB0928'
 LB0928'GOOD ROADS LEAD TO STOCKWELL FROM E, W, N AND S.
 LB0928
 LB0928                          STATION RECOVERY (1939)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LB0928'THIS STATION WAS RECOVERED AS DESCRIBED AND THE MARKS FOUND IN GOOD
 LB0928'CONDITION.  ALL DISTANCES CHECKED.  NO ADDITIONAL REMARKS NECESSARY.
 LB0928
 LB0928                          STATION RECOVERY (1942)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMS)
 LB0928'STATION IS AS ORIGINALLY DESCRIBED.
 LB0928
 LB0928                          STATION RECOVERY (1946)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0928'AT STOCKWELL.
 LB0928'AT STOCKWELL, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LB0928'LOUIS RAILWAY, 275 FEET SOUTHEAST OF THE EAST CORNER OF THE STATION,
 LB0928'63 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 53.5 FEET
 LB0928'NORTHEAST OF THE NORTHEAST RAIL, 42 FEET NORTH OF POLE NO. 161/30,
 LB0928'19 FEET WEST OF A BLAZED OAK TREE, AND 2 FEET SOUTHEAST OF A WHITE
 LB0928'WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 LB0928'STAMPED STOCKWELL 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0928'PROJECTING 2 INCHES ABOVE GROUND.
 LB0928
 LB0928                          STATION RECOVERY (1948)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB0928'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB0928'CONDITION.  DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK AND
 LB0928'REFERENCE MARKS NO. 1 AND NO. 2 WERE CHECKED.  SURFACE, UNDERGROUND,
 LB0928'AZIMUTH AND REFERENCE MARKS ARE DESCRIBED OLD DESCRIPTION IS
 LB0928'ADEQUATE.
 LB0928'
 LB0928'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 LB0928
 LB0928                          STATION RECOVERY (1966)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB0928'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 LB0928'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS
 LB0928'BEEN DESTROYED AND THE DISK WAS SENT TO OFFICE IN ROCKVILLE,
 LB0928'MARYLAND.  TREES OBSTRUCTED THE LINE OF SIGHT TO THE AZIMUTH
 LB0928'MARK.
 LB0928'
 LB0928'REFERENCE MARK NO. 3 WAS SET.
 LB0928'
 LB0928'FOLLOWING ARE NOTES FOR ALL MARKS.
 LB0928'
 LB0928'THE STATION IS LOCATED ABOUT 300 FEET EAST-NORTHEAST OF THE GRAIN
 LB0928'ELEVATOR IN THE VILLAGE OF STOCKWELL.
 LB0928'
 LB0928'STATION MARK, A STANDARD DISK STAMPED STOCKWELL 1934, IS SET IN THE
 LB0928'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 53 FEET
 LB0928'NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACK, 18.5 FEET WEST
 LB0928'OF THE WEST EDGE OF AN OAK TREE, AND 43 FEET NORTH-NORTHWEST OF A
 LB0928'TELEGRAPH POLE NO. 161-30.  THE UNDERGROUND MARK WAS NOT
 LB0928'INSPECTED.
 LB0928'
 LB0928'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STOCKWELL NO 1 1934, IS
 LB0928'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 LB0928'IS 26.5 FEET EAST OF THE CENTER OF A DRIVEWAY AND 25.5 FEET NORTH
 LB0928'OF A FENCE CORNER POST.
 LB0928'
 LB0928'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED STOCKWELL NO. 3 1934,
 LB0928'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN OLD
 LB0928'CONCRETE FOUNDATION FOR THE WATER TANK AT THE RAILWAY STATION.
 LB0928'THE FOUNDATION IS 3 FEET BY 3 FEET AND THE DISK IS FLUSH WITH THE
 LB0928'FOUNDATION.  IT IS 75 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LB0928'RAILROAD TRACK AND 16.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LB0928'A HOUSE.
 LB0928'
 LB0928'AZIMUTH MARK, A STANDARD DISK STAMPED STOCKWELL AZIMUTH 1934, SET IN
 LB0928'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 79
 LB0928'FEET EAST OF A LINE PROJECTING NORTH OF THE CENTER OF A ROAD
 LB0928'LEADING TO A RED BARN ON THE SOUTH SIDE OF ROAD, 20 FEET NORTH OF
 LB0928'THE CENTER OF A GRAVELED ROAD, 2 FEET WEST OF A METAL WITNESS POST,
 LB0928'AND IN AN EAST-WEST FENCELINE.
 LB0928'
 LB0928'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD NEAR THE ELEVATOR IN
 LB0928'STOCKWELL, GO SOUTH ON A SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD.
 LB0928'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.65 MILE TO THE MARK
 LB0928'ON THE LEFT.
 LB0928
 LB0928                          STATION RECOVERY (1966)
 LB0928
 LB0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB0928'STATION IS IN THE TOWN OF STOCKWELL, ALONG THE CLEVELAND, CINCINNATI,
 LB0928'CHICAGO, AND ST. LOUIS RAILROAD, ABOUT 450 FEET SOUTHEAST OF THE RR
 LB0928'CROSSING OF PAVED ROAD LEADING INTO TOWN FROM THE EAST (KNOWN AS
 LB0928'900 SOUTH ROAD), ABOUT 300 FEET SOUTHEAST OF RUINS OF RAILWAY
 LB0928'STATION, 53.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 63 FEET
 LB0928'WEST-SOUTH-WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD AT
 LB0928'CURVE TO THE EAST, 19.5 FEET WEST OF A 30-INCH OAK TREE, A STANDARD
 LB0928'TRIANGULATION STATION DISK STAMPED STOCKWELL 1934 AND SET IN THE TOP
 LB0928'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 LB0928'
 LB0928'REFERENCE MARK NO. 1 IS 115 FEET NORTHEAST OF STATION, 26 FEET EAST
 LB0928'OF A NORTH-SOUTH GRAVEL ROAD, ONE FOOT WEST OF A NORTH-SOUTH
 LB0928'FENCELINE EXTENDED, 25.5 FEET NORTH OF FENCE CORNER, A STANDARD
 LB0928'REFERENCE MARK DISK STAMPED STOCKWELL NO. 1 1934 AND SET IN THE TOP
 LB0928'OF A CONCRETE POST PROJECTING 3 INCHES.
 LB0928'
 LB0928'REFERENCE MARK NO. 2 FOUND DESTROYED.  POST FOUND 159 FEET
 LB0928'NORTH-NORTH-WEST OF STATION STOCKWELL.  UPPER 2 INCHES OF POST WITH
 LB0928'DISK STILL INTACT (STAMPED STOCKWELL NO. 2 1934) FOUND ABOUT 30
 LB0928'FEET BEYOND ORIGINAL LOCATION.
 LB0928'
 LB0928'AZIMUTH MARK IS 1.0 MILE SOUTHEAST OF STATION STOCKWELL, 21 FEET
 LB0928'NORTH OF CENTERLINE OF GRAVEL ROAD, IN AN EAST-WEST FENCELINE, 0.18
 LB0928'MILE WEST OF RR CROSSING, 130 FEET NORTHEAST OF AND ACROSS ROAD
 LB0928'FROM NORTHEAST CORNER OF A LARGE BARN, 89 FEET NORTHEAST OF
 LB0928'AND ACROSS ROAD FROM CENTER OF GATE LEADING TO BARN YARD, A
 LB0928'STANDARD REFERENCE MARK DISK STAMPED STOCKWELL AZIMUTH 1934 AND
 LB0928'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LB0928'TO REACH FROM MAIN INTERSECTION OF 900 SOUTH ROAD AND 700
 LB0928'EAST ROAD IN STOCKWELL, GO SOUTH 0.93 MILE ON 700 EAST ROAD TO
 LB0928'GRAVEL CROSS ROAD, THE EAST 0.67 MILE ON GRAVEL ROAD TO
 LB0928'AZIMUTH MARK ON THE LEFT A DESCRIBED ABOVE.
 LB0928
 LB0928                          STATION RECOVERY (1970)
 LB0928
 LB0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB0928'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 LB0928'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE
 LB0928'TO REFERENCE MARK 3.  REFERENCE MARK 3 IS 76.5 FEET SOUTHWEST OF
 LB0928'THE SOUTHWEST CORNER OF THE HOUSE INSTEAD OF 16.5 FEET.  THE 1966
 LB0928'DESCRIPTION FOR RECOVERING THE STATION IS ADEQUATE.  STOCKWELL
 LB0928'RM A WAS ESTABLISHED ACROSS THE RAILROAD TRACKS FROM THE STATION.
 LB0928'FOLLOWING ARE THE MEASUREMENTS FOR THE RM A STATION.
 LB0928'
 LB0928'STOCKWELL RM A IS A STANDARD STATION MARK DISK STAMPED STOCKWELL RM
 LB0928'A 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LB0928'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET NORTHEAST OF
 LB0928'POWERLINE POLE NUMBER 145 760, 40 FEET EAST OF THE CENTER OF A
 LB0928'PAVED ROAD AND 24 FEET WEST-SOUTHWEST OF THE SOUTH RAIL OF RAILROAD
 LB0928'TRACKS.
 LB0928'
 LB0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STOCKWELL.
 LB0928'
 LB0928'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 LB0928
 LB0928                          STATION RECOVERY (1970)
 LB0928
 LB0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0928'RECOVERED IN GOOD CONDITION.
 LB0928
 LB0928                          STATION RECOVERY (1997)
 LB0928
 LB0928'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB0928'RECOVERED AS GOOD.
 LB0928
 LB0928                          STATION RECOVERY (2002)
 LB0928
 LB0928'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0928'THE STATION MARK IS 96 FEET SOUTHEAST OF THE THE NORTHEAST CORNER OF A
 LB0928'ONE STORY STORAGE BUILDING.  THE RAILS ON THE RAILROAD TRACK HAVE BEEN
 LB0928'REMOVED. POINT RECOVED APPROXIMATELY 9 INCHES BELOW SURACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0927 ***********************************************************************
 LB0927  DESIGNATION -  STOCKWELL AZ MK
 LB0927  PID         -  LB0927
 LB0927  STATE/COUNTY-  IN/TIPPECANOE
 LB0927  COUNTRY     -  US
 LB0927  USGS QUAD   -  STOCKWELL (2019)
 LB0927
 LB0927                         *CURRENT SURVEY CONTROL
 LB0927  ______________________________________________________________________
 LB0927* NAD 83(1986) POSITION- 40 16 22.15   (N) 086 45 29.82   (W)   HD_HELD1
 LB0927* NAVD 88 ORTHO HEIGHT -   240.853 (meters)      790.20  (feet) ADJUSTED
 LB0927  ______________________________________________________________________
 LB0927  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 LB0927  DYNAMIC HEIGHT  -        240.729 (meters)      789.79  (feet) COMP
 LB0927  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 LB0927
 LB0927  VERT ORDER      -  SECOND    CLASS 0
 LB0927
 LB0927.The horizontal coordinates were determined by differentially corrected
 LB0927.hand held GPS observations or other comparable positioning techniques
 LB0927.and have an estimated accuracy of +/- 3 meters.
 LB0927
 LB0927.The orthometric height was determined by differential leveling and
 LB0927.adjusted by the NATIONAL GEODETIC SURVEY
 LB0927.in June 1991.
 LB0927
 LB0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0927.GEOID18 height accuracy estimate available here.
 LB0927
 LB0927.Click photographs - Photos may exist for this station.
 LB0927
 LB0927.The dynamic height is computed by dividing the NAVD 88
 LB0927.geopotential number by the normal gravity value computed on the
 LB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0927.degrees latitude (g = 980.6199 gals.).
 LB0927
 LB0927.The modeled gravity was interpolated from observed gravity values.
 LB0927
 LB0927;                    North         East    Units  Estimated Accuracy
 LB0927;SPC IN W     -   557,860.4     927,645.6     MT  (+/- 3 meters HH1 GPS) 
 LB0927
 LB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2055058066(NAD 83)
 LB0927
 LB0927                          SUPERSEDED SURVEY CONTROL
 LB0927
 LB0927  NGVD 29 (??/??/92)  240.946  (m)          790.50   (f) ADJ UNCH    2 0
 LB0927
 LB0927.Superseded values are not recommended for survey control.
 LB0927
 LB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0927.See file dsdata.pdf to determine how the superseded data were derived.
 LB0927
 LB0927_MARKER: DR = REFERENCE MARK DISK
 LB0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0927_STAMPING: STOCKWELL AZIMUTH 1934
 LB0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0927+STABILITY: SURFACE MOTION
 LB0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0927+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB0927
 LB0927  HISTORY     - Date     Condition        Report By
 LB0927  HISTORY     - 1934     MONUMENTED       CGS
 LB0927  HISTORY     - 1946     GOOD             CGS
 LB0927  HISTORY     - 1970     GOOD             NGS
 LB0927  HISTORY     - 20021230 GOOD             GRWENG
 LB0927  HISTORY     - 20100609 GOOD             INDIV
 LB0927  HISTORY     - 20110706 GOOD             INDIV
 LB0927
 LB0927                          STATION DESCRIPTION
 LB0927
 LB0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0927'1.6 MI SE FROM STOCKWELL.
 LB0927'ABOUT 0.9 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CLEVELAND
 LB0927'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION AT STOCKWELL,
 LB0927'THENCE ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD, 130 FEET NORTHEAST
 LB0927'OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A LARGE BARN,
 LB0927'ABOUT 0.15 MILE WEST OF A RAILROAD CROSSING, 89 FEET NORTHEAST OF
 LB0927'AND ACROSS THE ROAD FROM THE CENTER OF A GATE LEADING INTO THE
 LB0927'BARN YARD, 21 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 LB0927'OF THE ROAD, AND ABOUT 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LB0927'A STANDARD REFERENCE-MARK DISK, STAMPED STOCKWELL AZIMUTH 1934 AND
 LB0927'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LB0927
 LB0927                          STATION RECOVERY (1970)
 LB0927
 LB0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0927'RECOVERED IN GOOD CONDITION.
 LB0927
 LB0927                          STATION RECOVERY (2002)
 LB0927
 LB0927'RECOVERY NOTE BY GRW ENGINEERS INDIANAPOLIS IN 2002 (JES)
 LB0927'POINT IS 66.3 FEET WEST OF POWER POLE CHI-7 63, 75 FEET EAST OF THE
 LB0927'CENTER OF A STONE DRIVE AND 75.6 FEET NORTHEAST OF AND ACROSS THE ROAD
 LB0927'FROM A WOOD GATE POST.
 LB0927
 LB0927                          STATION RECOVERY (2010)
 LB0927
 LB0927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SAP)
 LB0927'RECOVERED IN GOOD CONDITION.
 LB0927
 LB0927                          STATION RECOVERY (2011)
 LB0927
 LB0927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0927'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0929 ***********************************************************************
 LB0929  DESIGNATION -  STOCKWELL RM 1
 LB0929  PID         -  LB0929
 LB0929  STATE/COUNTY-  IN/TIPPECANOE
 LB0929  COUNTRY     -  US
 LB0929  USGS QUAD   -  STOCKWELL (2019)
 LB0929
 LB0929                         *CURRENT SURVEY CONTROL
 LB0929  ______________________________________________________________________
 LB0929* NAD 83(1986) POSITION- 40 17 08.16   (N) 086 46 09.13   (W)   HD_HELD1
 LB0929* NAVD 88 ORTHO HEIGHT -   235.931 (meters)      774.05  (feet) ADJUSTED
 LB0929  ______________________________________________________________________
 LB0929  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 LB0929  DYNAMIC HEIGHT  -        235.809 (meters)      773.65  (feet) COMP
 LB0929  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 LB0929
 LB0929  VERT ORDER      -  SECOND    CLASS 0
 LB0929
 LB0929.The horizontal coordinates were determined by differentially corrected
 LB0929.hand held GPS observations or other comparable positioning techniques
 LB0929.and have an estimated accuracy of +/- 3 meters.
 LB0929
 LB0929.The orthometric height was determined by differential leveling and
 LB0929.adjusted by the NATIONAL GEODETIC SURVEY
 LB0929.in June 1991.
 LB0929
 LB0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0929.GEOID18 height accuracy estimate available here.
 LB0929
 LB0929.Click photographs - Photos may exist for this station.
 LB0929
 LB0929.The dynamic height is computed by dividing the NAVD 88
 LB0929.geopotential number by the normal gravity value computed on the
 LB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0929.degrees latitude (g = 980.6199 gals.).
 LB0929
 LB0929.The modeled gravity was interpolated from observed gravity values.
 LB0929
 LB0929;                    North         East    Units  Estimated Accuracy
 LB0929;SPC IN W     -   559,276.2     926,711.9     MT  (+/- 3 meters HH1 GPS) 
 LB0929
 LB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1961859482(NAD 83)
 LB0929
 LB0929                          SUPERSEDED SURVEY CONTROL
 LB0929
 LB0929  NGVD 29 (??/??/92)  236.024  (m)          774.36   (f) ADJ UNCH    2 0
 LB0929
 LB0929.Superseded values are not recommended for survey control.
 LB0929
 LB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0929.See file dsdata.pdf to determine how the superseded data were derived.
 LB0929
 LB0929_MARKER: DR = REFERENCE MARK DISK
 LB0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0929_STAMPING: STOCKWELL NO 1 1934
 LB0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0929+STABILITY: SURFACE MOTION
 LB0929
 LB0929  HISTORY     - Date     Condition        Report By
 LB0929  HISTORY     - 1934     MONUMENTED       CGS
 LB0929  HISTORY     - 1946     GOOD             CGS
 LB0929  HISTORY     - 1970     GOOD             NGS
 LB0929
 LB0929                          STATION DESCRIPTION
 LB0929
 LB0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0929'AT STOCKWELL.
 LB0929'AT STOCKWELL, ABOUT 300 FEET SOUTHEAST OF THE EAST CORNER OF THE
 LB0929'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LB0929'82 FEET SOUTH OF THE SOUTHWEST CORNER OF A PRIVATE GARAGE, 26 FEET
 LB0929'EAST OF THE CENTER LINE OF A GRAVEL ROAD, 17 FEET SOUTHEAST OF A
 LB0929'10 INCH MAPLE TREE, 115 FEET NORTHEAST OF THE STATION STOCKWELL.
 LB0929'A STANDARD REFERENCE-MARK DISK, STAMPED STOCKWELL NO 1 1934 AND
 LB0929'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LB0929
 LB0929                          STATION RECOVERY (1970)
 LB0929
 LB0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB0929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2593 ***********************************************************************
 LB2593  DESIGNATION -  STOCKWELL RM A
 LB2593  PID         -  LB2593
 LB2593  STATE/COUNTY-  IN/TIPPECANOE
 LB2593  COUNTRY     -  US
 LB2593  USGS QUAD   -  STOCKWELL (2019)
 LB2593
 LB2593                         *CURRENT SURVEY CONTROL
 LB2593  ______________________________________________________________________
 LB2593* NAD 83(1997) POSITION- 40 17 06.03798(N) 086 46 10.84234(W)   ADJUSTED
 LB2593* NAVD 88 ORTHO HEIGHT -   235.85  (+/-2cm)      773.8   (feet) VERTCON3
 LB2593  ______________________________________________________________________
 LB2593  GEOID HEIGHT    -        -33.665 (meters)                     GEOID18
 LB2593  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 LB2593  HORZ ORDER      -  FIRST
 LB2593  VERT ORDER      -  THIRD ? (See Below)
 LB2593
 LB2593.The horizontal coordinates were established by classical geodetic methods
 LB2593.and adjusted by the National Geodetic Survey in May 1999.
 LB2593
 LB2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2593
 LB2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2593.GEOID18 height accuracy estimate available here.
 LB2593
 LB2593.The vertical order pertains to the NGVD 29 superseded value.
 LB2593
 LB2593.Click photographs - Photos may exist for this station.
 LB2593
 LB2593.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2593
 LB2593. The following values were computed from the NAD 83(1997) position.
 LB2593
 LB2593;                    North         East     Units Scale Factor Converg.
 LB2593;SPC IN W     -   559,210.609   926,671.646   MT  0.99997542   +0 12 10.1
 LB2593;SPC IN W     - 1,834,676.81  3,040,255.23   sFT  0.99997542   +0 12 10.1
 LB2593;UTM  16      - 4,459,416.827   519,578.207   MT  0.99960472   +0 08 56.1
 LB2593
 LB2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2593!SPC IN W     -   0.99996828  x   0.99997542  =   0.99994371
 LB2593!UTM  16      -   0.99996828  x   0.99960472  =   0.99957302
 LB2593
 LB2593:                Primary Azimuth Mark                     Grid Az
 LB2593:SPC IN W     -  JEFFERSON RM 3                           082 24 48.7
 LB2593:UTM  16      -  JEFFERSON RM 3                           082 28 02.7
 LB2593
 LB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1957859416(NAD 83)
 LB2593
 LB2593|---------------------------------------------------------------------|
 LB2593| PID    Reference Object                     Distance      Geod. Az  |
 LB2593|                                                           dddmmss.s |
 LB2593| LB0928 STOCKWELL                            43.278 METERS 02227     |
 LB2593| LB2554 JEFFERSON RM 3                      APPROX.14.2 KM 0823658.8 |
 LB2593| LB2597 LAFAYETTE RAD STA WBAA MAST         APPROX.11.5 KM 3025552.0 |
 LB2593| LB2586 LAFAYETTE TV STA WLFI MAST          APPROX.14.6 KM 3321946.5 |
 LB2593|---------------------------------------------------------------------|
 LB2593
 LB2593                          SUPERSEDED SURVEY CONTROL
 LB2593
 LB2593  NAD 83(1986)-  40 17 06.04499(N)    086 46 10.85490(W) AD(       ) 1
 LB2593  NAD 27      -  40 17 05.92128(N)    086 46 10.83372(W) AD(       ) 1
 LB2593  NGVD 29             235.94   (m)          774.1    (f) LEVELING    3  
 LB2593
 LB2593.Superseded values are not recommended for survey control.
 LB2593
 LB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2593.See file dsdata.pdf to determine how the superseded data were derived.
 LB2593
 LB2593_MARKER: DS = TRIANGULATION STATION DISK
 LB2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2593_STAMPING: STOCKWELL RM A 1970
 LB2593_MARK LOGO: CGS
 LB2593_PROJECTION: FLUSH
 LB2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2593+STABILITY: SURFACE MOTION
 LB2593
 LB2593  HISTORY     - Date     Condition        Report By
 LB2593  HISTORY     - 1970     MONUMENTED       NGS
 LB2593
 LB2593                          STATION DESCRIPTION
 LB2593
 LB2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2593'THE STATION IS LOCATED ABOUT 300 FEET SOUTHEAST OF THE GRAIN
 LB2593'ELEVATOR IN THE VILLAGE OF STOCKWELL AND ON RAILROAD
 LB2593'RIGHT-OF-WAY.
 LB2593'
 LB2593'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 LB2593'STOCKWELL 1934.
 LB2593'
 LB2593'THE STATION MARK IS A STANDARD DISK STAMPED STOCKWELL RM A 1970,
 LB2593'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 LB2593'THE GROUND SURFACE.  IT IS 97 FEET NORTHEAST OF POWER LINE
 LB2593'POLE NUMBER 145 760, 40 FEET EAST OF THE CENTER OF A PAVED
 LB2593'ROAD AND 24 FEET WEST-SOUTHWEST OF THE SOUTH RAIL OF THE
 LB2593'RAILROAD TRACKS.
 LB2593'
 LB2593'NOTE--THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO
 LB2593'SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2307 ***********************************************************************
 HZ2307  DESIGNATION -  STOUT RESET
 HZ2307  PID         -  HZ2307
 HZ2307  STATE/COUNTY-  IN/JEFFERSON
 HZ2307  COUNTRY     -  US
 HZ2307  USGS QUAD   -  VOLGA (2019)
 HZ2307
 HZ2307                         *CURRENT SURVEY CONTROL
 HZ2307  ______________________________________________________________________
 HZ2307* NAD 83(1997) POSITION- 38 51 12.55092(N) 085 34 42.17518(W)   ADJUSTED
 HZ2307* NAVD 88 ORTHO HEIGHT -   225.30  (+/-2cm)      739.2   (feet) VERTCON3
 HZ2307  ______________________________________________________________________
 HZ2307  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 HZ2307  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 HZ2307  HORZ ORDER      -  FIRST
 HZ2307  VERT ORDER      -  THIRD ? (See Below)
 HZ2307
 HZ2307.The horizontal coordinates were established by classical geodetic methods
 HZ2307.and adjusted by the National Geodetic Survey in May 1999.
 HZ2307
 HZ2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2307
 HZ2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2307.GEOID18 height accuracy estimate available here.
 HZ2307
 HZ2307.The vertical order pertains to the NGVD 29 superseded value.
 HZ2307
 HZ2307.Click photographs - Photos may exist for this station.
 HZ2307
 HZ2307.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2307
 HZ2307. The following values were computed from the NAD 83(1997) position.
 HZ2307
 HZ2307;                    North         East     Units Scale Factor Converg.
 HZ2307;SPC IN E     -   400,235.461   107,663.276   MT  0.99996739   +0 03 19.4
 HZ2307;SPC IN E     - 1,313,105.84    353,225.26   sFT  0.99996739   +0 03 19.4
 HZ2307;UTM  16      - 4,301,478.162   623,356.592   MT  0.99978738   +0 53 31.0
 HZ2307
 HZ2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2307!SPC IN E     -   0.99996997  x   0.99996739  =   0.99993736
 HZ2307!UTM  16      -   0.99996997  x   0.99978738  =   0.99975736
 HZ2307
 HZ2307:                Primary Azimuth Mark                     Grid Az
 HZ2307:SPC IN E     -  STOUT AZ MK 2                            062 41 09.4
 HZ2307:UTM  16      -  STOUT AZ MK 2                            061 50 57.8
 HZ2307
 HZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2335601478(NAD 83)
 HZ2307
 HZ2307|---------------------------------------------------------------------|
 HZ2307| PID    Reference Object                     Distance      Geod. Az  |
 HZ2307|                                                           dddmmss.s |
 HZ2307| CG9201 STOUT AZ MK 2                                      0624428.8 |
 HZ2307| CG9200 STOUT AZ MK                                        0700745.6 |
 HZ2307| CG9205 STOUT RM 4                           31.638 METERS 07154     |
 HZ2307| CG9206 STOUT RM 5                           29.496 METERS 17452     |
 HZ2307| HZ2310 PARIS AT AND T MW KSP 71            APPROX. 3.9 KM 2241100.1 |
 HZ2307|---------------------------------------------------------------------|
 HZ2307
 HZ2307                          SUPERSEDED SURVEY CONTROL
 HZ2307
 HZ2307  NAD 83(1995)-  38 51 12.55091(N)    085 34 42.16659(W) AD(       ) 1
 HZ2307  NAD 83(1993)-  38 51 12.55112(N)    085 34 42.16721(W) AD(       ) 1
 HZ2307  NAD 83(1986)-  38 51 12.55197(N)    085 34 42.17189(W) AD(       ) 1
 HZ2307  NAD 27      -  38 51 12.34500(N)    085 34 42.30100(W) AD(       ) 1
 HZ2307  USSD        -  38 51 12.50100(N)    085 34 42.12100(W) AD(       ) 3
 HZ2307  NGVD 29             225.44   (m)          739.6    (f) LEVELING    3  
 HZ2307
 HZ2307.Superseded values are not recommended for survey control.
 HZ2307
 HZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2307.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2307
 HZ2307_MARKER: DS = TRIANGULATION STATION DISK
 HZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2307_STAMPING: STOUT 1890 1914 1947
 HZ2307_MARK LOGO: CGS
 HZ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2307+STABILITY: SURFACE MOTION
 HZ2307
 HZ2307  HISTORY     - Date     Condition        Report By
 HZ2307  HISTORY     - 1890     MONUMENTED       CGS
 HZ2307  HISTORY     - 1914     GOOD             CGS
 HZ2307  HISTORY     - 1931     GOOD             CGS
 HZ2307  HISTORY     - 1934     GOOD             INGS
 HZ2307  HISTORY     - 1935     GOOD             CGS
 HZ2307  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HZ2307  HISTORY     - 1970     GOOD             NGS
 HZ2307
 HZ2307                          STATION DESCRIPTION
 HZ2307
 HZ2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 HZ2307'ABOUT 5 MILES SOUTHWEST OF THE TOWN OF DUPONT, ABOUT THE SAME
 HZ2307'DISTANCE NORTHEAST OF THE TOWN OF PARIS, AND ABOUT 1 MILE NORTH
 HZ2307'OF NEILS CREEK POST OFFICE, ON LAND BELONGING TO MR. SHAWHAN, A
 HZ2307'SON-IN-LAW OF A.O. STOUT, WHO OWNED THE LAND WHEN THE STATION
 HZ2307'WAS ESTABLISHED. THE STATION IS ABOUT ONE-THIRD MILE NORTH OF
 HZ2307'SHAWHANS HOUSE, NEAR THE NORTHEAST CORNER OF SEC. 25, T.
 HZ2307'5 N., R. 8 E. THE NORTH LINE OF THIS SECTION IS ALSO THE COUNTY LINE
 HZ2307'BETWEEN JEFFERSON AND JENNINGS COUNTIES. THE STATION IS
 HZ2307'MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE 6
 HZ2307'INCHES IN DIAMETER AND 2 FEET LONG. THE TILE IS FILLED WITH
 HZ2307'CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 HZ2307'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE
 HZ2307'SURFACE. THERE ARE THREE REFERENCE MARKS INSTEAD OF THE USUAL
 HZ2307'FOUR. THEY ARE SIMILAR TO THE SURFACE MARK AT THE STATION, EXCEPT
 HZ2307'THAT THE TILES ARE ONLY FOUR INCHES IN DIAMETER, AND THEY HAVE
 HZ2307'NUMBERS 1, 2 AND 3 CUT IN THE TOPS. THEY ARE IN THE FENCE LINE WEST
 HZ2307'OF THE STATION AND ARE AT THE FOLLOWING DISTANCES AND MAGNETIC
 HZ2307'BEARINGS FROM THE STATION- NO. 1, 12.48 METERS S. 43 DEG 12 MIN W.
 HZ2307'NO. 2, 8.45 METERS 86 DEG 48 MIN W., AND NO. 3, 14.00 METERS N. 36
 HZ2307'DEG 41 MIN W. THE STONE MARKING THE NORTHWEST CORNER OF NE
 HZ2307'1/4 NE 1/4 SEC. 25 IS 13.16 METERS N. 39 DEG 55 MIN W. MAG. FROM THE
 HZ2307'STATION.
 HZ2307
 HZ2307                          STATION RECOVERY (1931)
 HZ2307
 HZ2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 HZ2307'ALL MARKS WERE FOUND SLIGHTLY BENEATH THE SURFACE OF THE GROUND. THE
 HZ2307'MARK IS 64 FEET SOUTH BY EAST OF A TRIANGULAR BLAZE ON A TREE
 HZ2307'AND 52 FEET NORTHWEST OF ANOTHER TREE WITH A TRIANGULAR BLAZE, ABOUT
 HZ2307'36 FEET SOUTH OF THE SOUTH BORDER OF THE CULTIVATED FIELD,
 HZ2307'ON THE NORTH SIDE OF THE COUNTY LINE AND ABOUT 10 FEET EAST OF THE
 HZ2307'WEST EDGE OF THAT FIELD AND ON THE EAST EDGE OF A WOOD LOT OWNED
 HZ2307'BY MR. SHAWHAN.
 HZ2307'
 HZ2307'TO REACH THE STATION FROM NORTH VERNON, FOLLOW STATE HIGHWAY 7
 HZ2307'SOUTHEAST FROM ITS INTERSECTION WITH U.S. HIGHWAY 50 AT RAILROAD
 HZ2307'CROSSING, THROUGH VERNON AND DUPONT, FOR 13.4 MILES TO A ROAD TO
 HZ2307'RIGHT POSTED LANCASTER 1 MILE. TURN SOUTH ON THIS ROAD AND GO
 HZ2307'1.2 MILES TO T-ROAD AT LANCASTER. TURN RIGHT HERE AND FOLLOW GRAVEL
 HZ2307'ROAD STRAIGHT AHEAD 3.1 MILES TO ROAD TO NORTH UP HILL AT A
 HZ2307'LARGE RED-ROOFED WHITE HOUSE. TURN RIGHT ON THIS ROAD AND GO NORTH
 HZ2307'0.8 MILE TO THE SHAWHAN FARM-ROAD TO LEFT, TURN LEFT AND GO TO
 HZ2307'THE SHAWHAN HOUSE. THE STATION IS ABOUT 0.3 MILE NORTH OF THE
 HZ2307'HOUSE.
 HZ2307
 HZ2307                          STATION RECOVERY (1934)
 HZ2307
 HZ2307'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 HZ2307'RECOVERED.
 HZ2307
 HZ2307                          STATION RECOVERY (1935)
 HZ2307
 HZ2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2307'THE REFERENCE TO NEILS CREEK POST OFFICE SEEMS OF SMALL VALUE AS IT
 HZ2307'IS LITTLE KNOWN EVEN IN THE IMMEDIATE NEIGHBORHOOD.
 HZ2307'
 HZ2307'ALL OTHER DETAILS OF THE DESCRIPTION APPLY.
 HZ2307'
 HZ2307'SURFACE MARKER AND ALL REFERENCES ARE IN PLACE AND IN GOOD CONDITION.
 HZ2307'THIS STATION AND MARKERS ARE BEING PROTECTED BY MR. SHAWHAN, AND
 HZ2307'WILL PROBABLY CONTINUE TO BE FOR SOME TIME.
 HZ2307'
 HZ2307'TO REACH FROM STATE HIGHWAY 3 VIA STONE AND GRAVEL PIKE, A WINDING
 HZ2307'ROAD, LEAVE STATE HIGHWAY 3 TO THE EAST AT A POINT AT SOUTH END OF
 HZ2307'A THROUGH STEEL-TRUSS SPAN WHERE THE JENNINGS -JEFFERSON COUNTY LINE
 HZ2307'MARKER STANDS, GO 4.0 MILES TO A CROSS ROAD, MARKED BY A
 HZ2307'NEWLY-BUILT HOUSE WITH EVERGREEN TREES IN FRONT YARD, IN NORTHWEST
 HZ2307'CORNER OF INTERSECTION, GO NORTH 1-1/4 MILES TO THE
 HZ2307'JENNINGS-JEFFERSON COUNTY LINE, AT THE TOP OF A SHORT HILL AND THE
 HZ2307'NORTH EDGE OF A TRACT OF TIMBER, THEN WEST 1/4 MILE. THIS WILL BE
 HZ2307'THE NORTHWEST CORNER OF NE1/2 NE1/4 OF THE SECTION. THE SHAWHAN HOUSE
 HZ2307'IS PLAINLY VISIBLE ABOUT 1/4 MILE SOUTH.
 HZ2307
 HZ2307                          STATION RECOVERY (1947)
 HZ2307
 HZ2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2307'STATION WAS RECOVERED IN GOOD CONDITION. A NEW SURFACE MARK AND A NEW
 HZ2307'UNDERGROUND MARK WERE SET TO SUPPLANT THE
 HZ2307'ORIGINAL MARKS. TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 HZ2307'WERE ESTABLISHED. THE ORIGINAL DESCRIPTION IS OBSOLETE. A
 HZ2307'COMPLETE DESCRIPTION FOLLOWS-
 HZ2307'
 HZ2307'STATION IS ABOUT 3 MI.  WEST-NORTHWEST OF LANCASTER, ON LAND OWNED BY
 HZ2307'BUD STOUT, ABOUT 0.3 MILE NORTH OF THE STOUT FARMHOUSE, IN THE
 HZ2307'NORTHEAST CORNER OF A WOODS, 35 FEET SOUTH OF THE SOUTH FENCE OF A
 HZ2307'LARGE MEADOW, 15 FEET WEST OF THE WEST SIDE OF A CULTIVATED
 HZ2307'FIELD, AND 3.5 FEET SOUTH OF AN UNPAINTED WITNESS POST. THE MARK
 HZ2307'PROJECTS 6 INCHES, AND THE DISK IS STAMPED STOUT 1890 1914 1947.
 HZ2307'
 HZ2307'REFERENCE MARK NO. 4 IS 103.77 FEET EAST-NORTHEAST OF THE STATION AND
 HZ2307'1 FOOT SOUTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2307'DISK IS STAMPED STOUT NO 4 1947.
 HZ2307'
 HZ2307'REFERENCE MARK NO. 5 IS 96.76 FEET SOUTH OF THE STATION AND 6 FEET
 HZ2307'WEST OF THE WEST EDGE OF THE CULTIVATED FIELD.  THE MARK
 HZ2307'PROJECTS 6 INCHES, AND THE DISK IS STAMPED STOUT NO 5 1947.
 HZ2307'
 HZ2307'AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF THE STATION, 29 FEET SOUTH
 HZ2307'OF THE NORTHEAST CORNER OF THE LARGE MEADOW, 18 FEET WEST OF
 HZ2307'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET NORTH OF AN
 HZ2307'UNPAINTED WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2307'DISK IS STAMPED STOUT 1947.
 HZ2307'
 HZ2307'TO REACH FROM THE STEEL HIGHWAY BRIDGE IN THE WEST EDGE OF THE SMALL
 HZ2307'TOWN OF LANCASTER, GO WEST ON MACADAM ROAD FOR 0.35 MILE TO A
 HZ2307'SECOND STEEL BRIDGE, CONTINUE STRAIGHT AHEAD AND GO 0.35 MI.TO A
 HZ2307'WHITE CHURCH ON RIGHT NEAR A CROSS ROAD, CONTINUE STRAIGHT
 HZ2307'AHEAD AND GO 2.35 MILES TO A GRAVELED SIDE ROAD RIGHT NEAR A LARGE
 HZ2307'WHITE FARMHOUSE, TURN RIGHT AND GO 0.9 MILE TO THE STOUT
 HZ2307'FARMHOUSE ENTRANCE ROAD ON THE LEFT AND A LONE BARN ON THE RIGHT,
 HZ2307'CONTINUE STRAIGHT AHEAD AND GO 0.3 MILE TO A WOODS ROAD
 HZ2307'LEFT AT THE BOTTOM OF A HILL, THEN TURN LEFT AND GO 0.3 MILE TO
 HZ2307'STATION IN NORTHEAST CORNER OF A WOODS.
 HZ2307'
 HZ2307'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE WOODS ROAD
 HZ2307'FOR 0.3 MILE TO THE INTERSECTION WITH THE GRAVELED ROAD,
 HZ2307'THEN TURN LEFT AND GO 0.2 MILE TO MARK ON LEFT.
 HZ2307'
 HZ2307'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HZ2307
 HZ2307                          STATION RECOVERY (1970)
 HZ2307
 HZ2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2307'THE STATION MARK, REFERENCE MARKS 4 AND 5, AND THE AZIMUTH MARK WERE
 HZ2307'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO THE
 HZ2307'REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 5 COMPARED
 HZ2307'FAVORABLY WITH THE 1947 DATA.  A DIFFERENCE OF 0.009 METERS IN THE
 HZ2307'DISTANCE TO REFERENCE MARK 4 WAS NOTED AND VERIFIED AT THIS DATE.
 HZ2307'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 HZ2307'
 HZ2307'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF DUPONT, 3-1/2
 HZ2307'MILES NORTHEAST OF PARIS, 3 MILES WEST-NORTHWEST OF LANCASTER AND
 HZ2307'ON PROPERTY OWNED BY MR. JOHN A. DEATON.
 HZ2307'
 HZ2307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 250,
 HZ2307'GO EASTERLY UP HILL ON STATE HIGHWAY 250, (PASSING THROUGH THE SMALL
 HZ2307'VILLAGE OF PARIS,) FOR 1.7 MILES TO THE JENNINGS-JEFFERSON COUNTY
 HZ2307'LINE.  CONTINUE AHEAD ON STATE HIGHWAY 250 FOR 2.1 MILES TO AN
 HZ2307'OILED SIDE ROAD LEFT, (1000 W).  TURN LEFT AND GO NORTH ON 1000 W
 HZ2307'FOR 0.2 MILE TO THE TOP OF THE HILL AND THE BEGINNING OF A
 HZ2307'GRAVELED ROAD.  CONTINUE NORTH ON THE ALTERNATELY GRAVELED AND
 HZ2307'OILED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK AT A GATE AND A
 HZ2307'FENCE CORNER ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE AND
 HZ2307'GO WESTERLY ON THE TRACK ROAD ALONG THE NORTH SIDE OF A FIELD FOR
 HZ2307'0.3 MILE TO A GATE.  TURN LEFT AND GO SOUTH ALONG THE EAST SIDE
 HZ2307'OF THE FENCE TO A FENCE CORNER AND THE STATION.
 HZ2307'
 HZ2307'THE STATION MARK IS A STANDARD DISK STAMPED STOUT 1890 1914 1947, SET
 HZ2307'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 HZ2307'INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET SOUTHWEST OF A
 HZ2307'METAL WITNESS POST WITH SIGN, 39 FEET SOUTHEAST OF A FOURWAY FENCE
 HZ2307'CORNER AT A GATE, 34 FEET SOUTH OF A EAST-WEST FENCE, 21 FEET EAST
 HZ2307'OF A NORTH-SOUTH FENCE AND 12 FEET SOUTHWEST OF A 16-INCH GUM
 HZ2307'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.
 HZ2307'
 HZ2307'REFERENCE MARK 4 IS A STANDARD DISK STAMPED STOUT NO 4 1947, SET IN
 HZ2307'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 HZ2307'ABOVE THE GROUND SURFACE.  IT IS 119 FEET EAST OF A FOUR-WAY FENCE
 HZ2307'CORNER AT A GATE, 92 FEET EAST-NORTHEAST OF A 16-INCH GUM TREE
 HZ2307'WITH TRIANGULAR BLAZE ON THE EAST SIDE, 69 FEET EAST OF A METAL
 HZ2307'WITNESS POST WITH SIGN AND 1.5 FEET SOUTH OF A FENCE.
 HZ2307'
 HZ2307'REFERENCE MARK 5 IS A STANDARD DISK STAMPED STOUT NO 5 1947, SET
 HZ2307'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 HZ2307'INCHES ABOVE THE GROUND SURFACE.  IT IS 131 FEET SOUTH OF A
 HZ2307'EAST-WEST FENCE AT METAL WITNESS POST WITH SIGN, 29 FEET EAST OF A
 HZ2307'NORTH-SOUTH FENCE, 24.5 FEET SOUTHEAST OF A 14-INCH HARDWOOD TREE
 HZ2307'AND 10 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 HZ2307'
 HZ2307'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STOUT 1947, SET IN THE
 HZ2307'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HZ2307'GROUND SURFACE.  IT IS ABOUT 125 YARDS SOUTHEAST OF A BRICK HOUSE,
 HZ2307'30 FEET SOUTH OF A FENCE CORNER, 19 FEET WEST OF THE CENTER OF A
 HZ2307'GRAVELED ROAD, 12.5 FEET SOUTH OF THE SOUTH GATE POST AND 1 FOOT
 HZ2307'WEST OF A FENCE AT A METAL WITNESS POST WITH SIGN.
 HZ2307'
 HZ2307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 HZ2307'WEST-NORTHWEST OF LANCASTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2539 ***********************************************************************
 ME2539  DESIGNATION -  STOUTS
 ME2539  PID         -  ME2539
 ME2539  STATE/COUNTY-  IN/JASPER
 ME2539  COUNTRY     -  US
 ME2539  USGS QUAD   -  WHEATFIELD (2019)
 ME2539
 ME2539                         *CURRENT SURVEY CONTROL
 ME2539  ______________________________________________________________________
 ME2539* NAD 83(1997) POSITION- 41 13 49.62506(N) 087 02 40.60288(W)   ADJUSTED
 ME2539* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 ME2539  ______________________________________________________________________
 ME2539  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME2539  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 ME2539  HORZ ORDER      -  THIRD
 ME2539
 ME2539.The horizontal coordinates were established by classical geodetic methods
 ME2539.and adjusted by the National Geodetic Survey in May 1999.
 ME2539
 ME2539.The orthometric height was scaled from a topographic map.
 ME2539
 ME2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2539.GEOID18 height accuracy estimate available here.
 ME2539
 ME2539.Click photographs - Photos may exist for this station.
 ME2539
 ME2539.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2539
 ME2539. The following values were computed from the NAD 83(1997) position.
 ME2539
 ME2539;                    North         East     Units Scale Factor Converg.
 ME2539;SPC IN W     -   664,151.109   903,246.352   MT  0.99996680   +0 01 31.9
 ME2539;SPC IN W     - 2,178,969.10  2,963,400.74   sFT  0.99996680   +0 01 31.9
 ME2539;UTM  16      - 4,564,340.827   496,261.168   MT  0.99960017   -0 01 45.9
 ME2539
 ME2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2539!SPC IN W     -   0.99997364  x   0.99996680  =   0.99994044
 ME2539!UTM  16      -   0.99997364  x   0.99960017  =   0.99957382
 ME2539
 ME2539:                Primary Azimuth Mark                     Grid Az
 ME2539:SPC IN W     -  STOUTS AZ MK                             357 09 32.8
 ME2539:UTM  16      -  STOUTS AZ MK                             357 12 50.6
 ME2539
 ME2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9626164340(NAD 83)
 ME2539
 ME2539|---------------------------------------------------------------------|
 ME2539| PID    Reference Object                     Distance      Geod. Az  |
 ME2539|                                                           dddmmss.s |
 ME2539| CM4644 STOUTS RM 1                          35.095 METERS 23049     |
 ME2539| ME1331 JAS L 45                             43.160 METERS 32140     |
 ME2539| CM4643 STOUTS AZ MK                                       3571104.7 |
 ME2539|---------------------------------------------------------------------|
 ME2539
 ME2539                          SUPERSEDED SURVEY CONTROL
 ME2539
 ME2539  NAD 83(1986)-  41 13 49.63075(N)    087 02 40.60886(W) AD(       ) 3
 ME2539  NAD 27      -  41 13 49.49810(N)    087 02 40.51930(W) AD(       ) 3
 ME2539
 ME2539.Superseded values are not recommended for survey control.
 ME2539
 ME2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2539.See file dsdata.pdf to determine how the superseded data were derived.
 ME2539
 ME2539_MARKER: DS = TRIANGULATION STATION DISK
 ME2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2539_STAMPING: STOUTS 1952
 ME2539_MARK LOGO: CGS
 ME2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2539+STABILITY: SURFACE MOTION
 ME2539
 ME2539  HISTORY     - Date     Condition        Report By
 ME2539  HISTORY     - 1952     MONUMENTED       CGS
 ME2539  HISTORY     - 1968     GOOD             CGS
 ME2539  HISTORY     - 1971     GOOD             BRADY
 ME2539  HISTORY     - 1984     GOOD             BRADY
 ME2539  HISTORY     - 19891022 MARK NOT FOUND   USPSQD
 ME2539  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME2539
 ME2539                          STATION DESCRIPTION
 ME2539
 ME2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2539'STATION IS LOCATED ON STATE HIGHWAY PROPERTY ABOUT 8-1/2 MILES
 ME2539'NORTHEAST OF DEMOTTE AND ABOUT 5-1/2 MILES SOUTH OF KOUTS.  IT IS 67
 ME2539'FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 49 AND A GRAVEL
 ME2539'CROSSROAD, 32 FEET NORTHEAST OF A CONCRETE CULVERT ABUTMENT AND 5 FEET
 ME2539'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 ME2539'THE DISK IS STAMPED STOUTS 1952.
 ME2539'
 ME2539'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2539'1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 ME2539'DISK IS STAMPED STOUTS NO 1 1952.
 ME2539'
 ME2539'JAS L 45 (IND. ST. HWY.) BM WAS USED AS A REFERENCE MARK.  IT IS 39
 ME2539'FEET WEST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTH OF IND R/W MARKER
 ME2539'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A 8 BY 8 INCH
 ME2539'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES WITH A BRONZE STATE HIGHWAY
 ME2539'COMMISSION OF INDIANA SURVEY BM DISK STAMPED JAS L 45.
 ME2539'
 ME2539'AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF STATE HIGHWAY 49, 18
 ME2539'FEET WEST OF A CONCRETE CULVERT ABUTMENT, 2 FEET SOUTH OF A WHITE
 ME2539'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 ME2539'6 INCHES AND THE DISK IS STAMPED STOUTS 1952.
 ME2539'
 ME2539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2539'KOUTS GO SOUTH ON HIGHWAY 49 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE
 ME2539'RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.25 MILE TO THE STATION ON
 ME2539'LEFT AS DESCRIBED.
 ME2539'
 ME2539'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2539
 ME2539                          STATION RECOVERY (1968)
 ME2539
 ME2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2539'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 ME2539'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 ME2539'
 ME2539'THE STATION MARK IS 45 FT (13.7 M) EAST OF THE CENTERLINE OF HIGHWAY
 ME2539'49, 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF CO. RD. 1500 N. AND 1 FT
 ME2539'(0.3 M) NORTH OF A METAL WITNESS POST.
 ME2539'
 ME2539'JAS L 45 (INSHC) BENCH MARK IS 6 FT (1.8 M) NORTHEAST OF POWER POLE
 ME2539'AND 13 FT (4.0 M) WEST OF A CONCRETE HEADWALL.
 ME2539'
 ME2539'THE AZIMUTH MARK IS 22 FT (6.7 M) NORTH OF A FENCE CORNER, 11 FT
 ME2539'(3.4 M) SOUTH OF A POWER POLE AND 1 FT (0.3 M) NORTH OF A METAL
 ME2539'WITNESS POST.
 ME2539'
 ME2539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2 MI (8.85 KM)
 ME2539'SOUTH OF KOUTS.
 ME2539
 ME2539                          STATION RECOVERY (1971)
 ME2539
 ME2539'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (LS)
 ME2539'ALL MARKS FOUND IN GOOD CONDITION.
 ME2539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2 MI (8.85 KM) S
 ME2539'OF KOUTS.
 ME2539
 ME2539                          STATION RECOVERY (1984)
 ME2539
 ME2539'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (LS)
 ME2539'STOUTS 1952 RECOVERED GOOD.  STOUTS 1952 (AZIMUTH) RECOVERED GOOD.
 ME2539'STOUTS NO 1 1952 RECOVERED GOOD.  JAS L 45 RECOVERED GOOD.
 ME2539
 ME2539                          STATION RECOVERY (1989)
 ME2539
 ME2539'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2539'MARK NOT FOUND.
 ME2539
 ME2539                          STATION RECOVERY (2012)
 ME2539
 ME2539'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2548 ***********************************************************************
 HZ2548  DESIGNATION -  STOW RESET
 HZ2548  PID         -  HZ2548
 HZ2548  STATE/COUNTY-  IN/SWITZERLAND
 HZ2548  COUNTRY     -  US
 HZ2548  USGS QUAD   -  FLORENCE (2019)
 HZ2548
 HZ2548                         *CURRENT SURVEY CONTROL
 HZ2548  ______________________________________________________________________
 HZ2548* NAD 83(1997) POSITION- 38 51 07.11719(N) 084 59 50.90080(W)   ADJUSTED
 HZ2548* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 HZ2548  ______________________________________________________________________
 HZ2548  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 HZ2548  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 HZ2548  HORZ ORDER      -  FIRST
 HZ2548
 HZ2548.The horizontal coordinates were established by classical geodetic methods
 HZ2548.and adjusted by the National Geodetic Survey in May 1999.
 HZ2548
 HZ2548.The orthometric height was scaled from a topographic map.
 HZ2548
 HZ2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2548.GEOID18 height accuracy estimate available here.
 HZ2548
 HZ2548.Click photographs - Photos may exist for this station.
 HZ2548
 HZ2548.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2548
 HZ2548. The following values were computed from the NAD 83(1997) position.
 HZ2548
 HZ2548;                    North         East     Units Scale Factor Converg.
 HZ2548;SPC IN E     -   400,277.011   158,088.828   MT  1.00000820   +0 25 11.3
 HZ2548;SPC IN E     - 1,313,242.16    518,663.10   sFT  1.00000820   +0 25 11.3
 HZ2548;SPC KY1Z     - 1,279,803.871 1,565,326.918   MT  1.00004994   +0 27 43.3
 HZ2548;SPC KY1Z     - 4,198,823.20  5,135,576.73   sFT  1.00004994   +0 27 43.3
 HZ2548;SPC KY N     -   150,332.178   435,116.167   MT  0.99998457   -0 27 53.9
 HZ2548;SPC KY N     -   493,214.82  1,427,543.62   sFT  0.99998457   -0 27 53.9
 HZ2548;UTM  16      - 4,302,255.909   673,770.706   MT  0.99997184   +1 15 23.5
 HZ2548
 HZ2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2548!SPC IN E     -   0.99996111  x   1.00000820  =   0.99996931
 HZ2548!SPC KY1Z     -   0.99996111  x   1.00004994  =   1.00001105
 HZ2548!SPC KY N     -   0.99996111  x   0.99998457  =   0.99994568
 HZ2548!UTM  16      -   0.99996111  x   0.99997184  =   0.99993295
 HZ2548
 HZ2548:                Primary Azimuth Mark                     Grid Az
 HZ2548:SPC IN E     -  STOW AZ MK                               253 18 22.1
 HZ2548:SPC KY1Z     -  STOW AZ MK                               253 15 50.1
 HZ2548:SPC KY N     -  STOW AZ MK                               254 11 27.3
 HZ2548:UTM  16      -  STOW AZ MK                               252 28 09.9
 HZ2548
 HZ2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7377002255(NAD 83)
 HZ2548
 HZ2548|---------------------------------------------------------------------|
 HZ2548| PID    Reference Object                     Distance      Geod. Az  |
 HZ2548|                                                           dddmmss.s |
 HZ2548| DC2513 STOW RM 1                            31.550 METERS 02404     |
 HZ2548| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.45.5 KM 0420515.8 |
 HZ2548| HZ2515 BEACON NO 70                        APPROX.26.7 KM 0804118.6 |
 HZ2548| HZ2550 BEACON NO 60                        APPROX.13.0 KM 1372342.6 |
 HZ2548| DC2514 STOW RM 2                            53.477 METERS 16205     |
 HZ2548| HZ1998 LOUISVILLE CINCINNATI AWY BN 4      APPROX.25.5 KM 2000425.6 |
 HZ2548| DC2512 STOW AZ MK                                         2534333.4 |
 HZ2548|---------------------------------------------------------------------|
 HZ2548
 HZ2548                          SUPERSEDED SURVEY CONTROL
 HZ2548
 HZ2548  NAD 83(1995)-  38 51 07.11672(N)    084 59 50.90016(W) AD(       ) 1
 HZ2548  NAD 83(1993)-  38 51 07.11811(N)    084 59 50.90194(W) AD(       ) 1
 HZ2548  NAD 83(1986)-  38 51 07.11728(N)    084 59 50.90908(W) AD(       ) 1
 HZ2548  NAD 27      -  38 51 06.89200(N)    084 59 51.08600(W) AD(       ) 1
 HZ2548  USSD        -  38 51 07.06500(N)    084 59 50.90500(W) AD(       ) 3
 HZ2548
 HZ2548.Superseded values are not recommended for survey control.
 HZ2548
 HZ2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2548.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2548
 HZ2548_MARKER: DS = TRIANGULATION STATION DISK
 HZ2548_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HZ2548_STAMPING: STOW 1890 1932
 HZ2548_MARK LOGO: CGS
 HZ2548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2548
 HZ2548  HISTORY     - Date     Condition        Report By
 HZ2548  HISTORY     - 1890     MONUMENTED       CGS
 HZ2548  HISTORY     - 1932     SEE DESCRIPTION  CGS
 HZ2548  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HZ2548  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HZ2548  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HZ2548
 HZ2548                          STATION DESCRIPTION
 HZ2548
 HZ2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (ATM)
 HZ2548'ABOUT 2 MILES SOUTH OF EAST ENTERPRISE, IN THE SOUTHEAST CORNER OF NW
 HZ2548'1/4 SEC 9, T. 3 N., R. 2 W., ON THE WEST SIDE OF THE PIKE BETWEEN
 HZ2548'EAST ENTERPRISE AND MARKLAND.  THE STATION IS ON LAND BELONGING TO
 HZ2548'UZIEL U. STOW, IN THE CLEARED FIELD NORTHEAST OF HIS HOUSE AND JUST
 HZ2548'NORTH OF A CLUMP OF TIMBER KNOWN AS THE DEER PARK.  IT IS 21.5
 HZ2548'METERS FROM THE CENTER OF THE PIKE, 32 METERS SOUTH OF THE SOUTH
 HZ2548'EDGE OF AN APPLE ORCHARD, AND 27 METERS NORTHEAST OF A FROG POND.
 HZ2548'THE STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF
 HZ2548'THE TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE IS
 HZ2548'FILLED WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE
 HZ2548'GROUND.  THE UNDERGROND MARK IS AN EARTHENWARE PYRAMID SET ABOUT 3
 HZ2548'FEET BELOW THE SURFACE.  THERE ARE FOUR REFERENCE MARKS SIMILAR TO
 HZ2548'THE SURFACE MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES
 HZ2548'IN DIAMETER.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES
 HZ2548'AND DIRECTIONS FROM THE STATION--1.83 METERS NORTH, 1.83 METERS
 HZ2548'EAST, 1.83 METERS SOUTH, AND 1.83 METERS WEST.
 HZ2548
 HZ2548                          STATION RECOVERY (1932)
 HZ2548
 HZ2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CIA)
 HZ2548'THE ORIGINAL DESCRIPTION IS ACCURATE AND SUFFICIENTLY DETAILED.  THE
 HZ2548'UNDERGROUND STATION WAS RECOVERED IN GOOD CONDITION BUT THE SURFACE
 HZ2548'STATION WAS GONE, THE STATION WAS RE-MARKED.  THE REFERENCE MARKS
 HZ2548'WERE GONE AND TWO NEW MARKS WERE SET AND ALSO AND AZIMUTH MARK.  THE
 HZ2548'STATION IS ABOUT ONE FOOT BELOW THE SURFACE OF THE GROUND.
 HZ2548'
 HZ2548'TO REACH THE STATION FROM EAST ENTERPRISE FOLLOW STATE HIGHWAY 56 FOR
 HZ2548'1 MILE FROM THE MAIN INTERSECTION IN EAST ENTERPRISE TO A
 HZ2548'SCHOOLHOUSE. HERE TURN LEFT AND SOUTH ON A GRAVEL ROAD FOR 0.5 MILE
 HZ2548'TO THE STATION IN THE FIELD ON THE WEST SIDE OF THE ROAD.
 HZ2548'
 HZ2548'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION IN AN EASTWEST FENCE
 HZ2548'LINE, 4 METERS WEST OF THE NORTHEAST CORNER OF THE FIELD, AND 8
 HZ2548'METERS WEST OF THE CENTER LINE OF THE GRAVEL ROAD.
 HZ2548'
 HZ2548'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION, IN A NORTH-SOUTH
 HZ2548'FENCE LINE WHICH FORMS THE WEST BOUNDARY OF THE GRAVEL ROAD.
 HZ2548'
 HZ2548'AZIMUTH MARK IS IN THE NORTH SOUTH FENCE LINE WHICH FORMS THE WEST
 HZ2548'BOUNDARY OF THE FIELD IN WHICH THE STATION IS LOCATED.  IT IS 11
 HZ2548'METERS NORTH OF THE SOUTHWEST CORNER OF THE FIELD.
 HZ2548
 HZ2548                          STATION RECOVERY (1935)
 HZ2548
 HZ2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2548'EXCEPT FOR THE STATION MARKING ALL DETAILS AND REFERENCES OF THE
 HZ2548'ORIGINAL DESCRIPTIONS APPLY AT THIS TIME.  THE STATION WAS OCCUPIED
 HZ2548'IN 1932 AND RE-MARKED WITH STANDARD DISKS SET IN CONCRETE, THESE ARE
 HZ2548'IN GOOD CONDITION.  STATION IS ABOUT 1-1/2 MILES SOUTH OF EAST
 HZ2548'ENTERPRISE ON STATE ROAD 56, THEN SOUTH ON GRAVEL ROAD ABOUT 1/2 MILE
 HZ2548'TO FIELD, BETWEEN AN ORCHARD AND A TIMBER TRACT KNOWN AS THE DEER
 HZ2548'PARK, AND WEST OF THE ROAD ON LAND OWNED BY LORIE OAKS.
 HZ2548
 HZ2548                          STATION RECOVERY (1947)
 HZ2548
 HZ2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2548'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1932 AND ALL
 HZ2548'MARKS WERE FOUND IN GOOD CONDITION.  SURFACE, UNDERGROUND,REFERENCE,
 HZ2548'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2548'NO ADDITIONAL MARKS WERE
 HZ2548'ESTABLISHED. VARIATIONS, SHOWN BELOW, WERE FOUND IN DIRECTIONS, TO
 HZ2548'MARKS.  OTHERWISE THE ORIGINAL DESCRIPTION IS STILL ADEQUATE.  A
 HZ2548'COMPLETE DESCRIPTION FOLLOW--
 HZ2548'
 HZ2548'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF EAST
 HZ2548'ENTERPRISE IN THE WESTERN EDGE OF A PASTURE OWNED BY MR. LOREN OAKS.
 HZ2548'IT IS 105 FEET SOUTHWEST OF A FENCE CORNER, AND 76 FEET WEST OF THE
 HZ2548'APPROXIMATE CENTER LINE OF A GRAVEL ROAD.  THE MARK IS 10 INCHES
 HZ2548'UNDERGROUND, AND THE DISK IS STAMPED STOW 1890 1932.
 HZ2548'
 HZ2548'REFERENCE MARK NO.1 IS 103.66 FEET NORTH NORTHEAST OF THE STATION, 33
 HZ2548'FEET WEST OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD, AND 1
 HZ2548'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 HZ2548'STAMPED STOW NO 1 1932.
 HZ2548'
 HZ2548'REFERENCE MARK NO.2 IS 175.52 FEET SOUTH-SOUTHEAST OF THE STATION,
 HZ2548'110 FEET NORTH OF A POWER POLE, 19 FEET WEST OF THE APPROXIMATE
 HZ2548'CENTER LINE OF A GRAVEL ROAD, AND 1 FOOT WEST OF A FENCE.  THE MARK
 HZ2548'PROJECTS 2 INCHES, AND THE DISK IS STAMPED STOW NO 2 1932.
 HZ2548'
 HZ2548'THE AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION IN THE
 HZ2548'SOUTHWEST CORNER OF THE SAME PASTURE THE STATION IS LOCATED, 19 FEET
 HZ2548'SOUTH OF A GATE, 9 FEET EAST OF A FENCE, AND 4 FEET SOUTHWEST OF EN-
 HZ2548'TWINING CEDAR-WALNUT TREE.  THE MARK PROJECTS 7 INCHES, AND THE
 HZ2548'DISK IS STAMPED STOW AZIMUTH 1932.
 HZ2548'
 HZ2548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 156
 HZ2548'IN VEVAY, GO NORTH ON HIGHWAY 56 FOR 10.7 MILES TO A SIDE ROAD RIGHT,
 HZ2548'TURN RIGHT HERE AND GO 0.55 MILE ON A GRAVEL ROAD TO THE STATION ON
 HZ2548'THE RIGHT.
 HZ2548'
 HZ2548'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.2 MILE
 HZ2548'THROUGH THE PASTURE TO THE AZIMUTH MARK IN THE SOUTHWEST CORNER OF
 HZ2548'THE PASTURE.
 HZ2548'
 HZ2548'HEIGHT OF LIGHT ABOVE MARK 30 METERS.
 HZ2548
 HZ2548                          STATION RECOVERY (1949)
 HZ2548
 HZ2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ2548'STATION WAS LOCATED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HZ2548'GOOD CONDITION.  SURFACE STATION MARK WAS LOWERED BELOW THE SURFACE
 HZ2548'OF THE GROUND BY THIS PARTY.  DISTANCE TO REFERENCE MARKS NO.1 AND
 HZ2548'NO.2 FAILED TO CHECK AS NOTED BELOW.  DIRECTIONS TO ALL MARKS WERE
 HZ2548'CHECKED.
 HZ2548'UNDERGROUND MARK IS DESCRIBED BELOW.
 HZ2548'A NEW DESCRIPTION FOLLOWS--
 HZ2548'
 HZ2548'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF VEVAY AND 7 MILES
 HZ2548'NORTHWEST OF WARSAW, KENTUCKY IN THE EAST END OF A CULTIVATED FIELD.
 HZ2548'IT IS 175 FEET NORTH OF A WHITE WITNESS POST, 75 FEET WEST OF CENTER
 HZ2548'OF A PAVED ROAD AND 62 FEET NORTHWEST OF A POWER POLE.  THE MARK IS
 HZ2548'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HZ2548'STAMPED STOW 1890 1949.
 HZ2548'
 HZ2548'UNDERGROUND MARK IS A PYRAMID SHAPED MARK OF HARD CLAY CONSTRUCTION.
 HZ2548'
 HZ2548'REFERENCE MARK NO.1 IS 103.51 FEET NORTHEAST OF STATION, 27 FEET WEST
 HZ2548'OF CENTER OF PAVED ROAD AND 11 FEET WEST OF A FENCE.  THE MARK
 HZ2548'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STOW NO 1 1932.
 HZ2548'
 HZ2548'REFERENCE MARK NO.2 IS 175.45 FEET SOUTH OF STATION, 17 FEET WEST OF
 HZ2548'CENTER OF PAVED ROAD AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.
 HZ2548'THE MARK PROJECTS ABOUT 4 INCHES AN D THE DISK IS STAMPED STOW NO 2
 HZ2548'1932.
 HZ2548'
 HZ2548'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF STATION, 9 FEET
 HZ2548'EAST OF A FENCE LINE AND 3 FEET NORTH OF A LARGE HICKORY TREE.  THE
 HZ2548'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED STOW 1932.
 HZ2548'
 HZ2548'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 56 IN
 HZ2548'VEVAY, GO NORTH AND EAST ON HIGHWAY 56 FOR 10.5 MILES TO A PAVED T
 HZ2548'ROAD RIGHT, JUST BEFORE ENTERING A CURVE IN HIGHWAY, TURN RIGHT ON
 HZ2548'PAVED ROAD AND GO EAST FOR 0.5 MILE TO THE STATION ON RIGHT IN
 HZ2548'CULTIVATED FIELD AS DESCRIBED.
 HZ2548'
 HZ2548'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.2 MILE TO
 HZ2548'THE SOUTHWEST CORNER OF FIELD AND MARK AS DESCRIBED.
 HZ2548'
 HZ2548'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1486 ***********************************************************************
 MD1486  DESIGNATION -  STROH
 MD1486  PID         -  MD1486
 MD1486  STATE/COUNTY-  IN/STEUBEN
 MD1486  COUNTRY     -  US
 MD1486  USGS QUAD   -  STROH (2019)
 MD1486
 MD1486                         *CURRENT SURVEY CONTROL
 MD1486  ______________________________________________________________________
 MD1486* NAD 83(1997) POSITION- 41 35 09.32362(N) 085 10 06.89487(W)   ADJUSTED
 MD1486* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 MD1486  ______________________________________________________________________
 MD1486  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 MD1486  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 MD1486  HORZ ORDER      -  THIRD
 MD1486
 MD1486.The horizontal coordinates were established by classical geodetic methods
 MD1486.and adjusted by the National Geodetic Survey in May 1999.
 MD1486
 MD1486.The orthometric height was scaled from a topographic map.
 MD1486
 MD1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1486.GEOID18 height accuracy estimate available here.
 MD1486
 MD1486.Click photographs - Photos may exist for this station.
 MD1486
 MD1486.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1486
 MD1486. The following values were computed from the NAD 83(1997) position.
 MD1486
 MD1486;                    North         East     Units Scale Factor Converg.
 MD1486;SPC IN E     -   703,748.235   141,531.831   MT  0.99998789   +0 19 50.2
 MD1486;SPC IN E     - 2,308,880.67    464,342.35   sFT  0.99998789   +0 19 50.2
 MD1486;UTM  16      - 4,605,423.093   652,656.156   MT  0.99988678   +1 12 57.0
 MD1486
 MD1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1486!SPC IN E     -   0.99995597  x   0.99998789  =   0.99994387
 MD1486!UTM  16      -   0.99995597  x   0.99988678  =   0.99984276
 MD1486
 MD1486:                Primary Azimuth Mark                     Grid Az
 MD1486:SPC IN E     -  STROH AZ MK                              181 43 09.6
 MD1486:UTM  16      -  STROH AZ MK                              180 50 02.8
 MD1486
 MD1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5265605423(NAD 83)
 MD1486
 MD1486|---------------------------------------------------------------------|
 MD1486| PID    Reference Object                     Distance      Geod. Az  |
 MD1486|                                                           dddmmss.s |
 MD1486| CF2731 STROH RM 1                           27.027 METERS 10329     |
 MD1486| CF2730 STROH AZ MK                                        1820259.8 |
 MD1486| CF2732 STROH RM 2                           35.457 METERS 34419     |
 MD1486|---------------------------------------------------------------------|
 MD1486
 MD1486                          SUPERSEDED SURVEY CONTROL
 MD1486
 MD1486  NAD 83(1995)-  41 35 09.32360(N)    085 10 06.89580(W) AD(       ) 3
 MD1486  NAD 83(1994)-  41 35 09.32449(N)    085 10 06.90362(W) AD(       ) 3
 MD1486  NAD 83(1986)-  41 35 09.32407(N)    085 10 06.90724(W) AD(       ) 3
 MD1486  NAD 27      -  41 35 09.14190(N)    085 10 07.00780(W) AD(       ) 3
 MD1486
 MD1486.Superseded values are not recommended for survey control.
 MD1486
 MD1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1486.See file dsdata.pdf to determine how the superseded data were derived.
 MD1486
 MD1486_MARKER: DS = TRIANGULATION STATION DISK
 MD1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1486_STAMPING: STROH 1946
 MD1486_MARK LOGO: CGS
 MD1486_PROJECTION: FLUSH
 MD1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1486+STABILITY: SURFACE MOTION
 MD1486
 MD1486  HISTORY     - Date     Condition        Report By
 MD1486  HISTORY     - 1946     MONUMENTED       CGS
 MD1486  HISTORY     - 1960     GOOD             CGS
 MD1486
 MD1486                          STATION DESCRIPTION
 MD1486
 MD1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1486'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE TOWN OF HELMER ON
 MD1486'STATE HIGHWAY 327 IN THE
 MD1486'BARNYARD OF A FARM OWNED BY WADE STRAUSER.  IT IS 62 FEET EAST OF THE
 MD1486'CENTERLINE OF HIGHWAY 327, 30 FEET
 MD1486'NORTHWEST OF A POWERPOLE AND 25 FEET EAST OF A NORTH-SOUTH
 MD1486'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1486'STROH 1946.
 MD1486'
 MD1486'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION.  IT IS 38 FEET
 MD1486'WEST OF THE CENTERLINE OF HIGHWAY 327
 MD1486'AND 1.5 FEET EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1486'STAMPED STROH 1946.
 MD1486'
 MD1486'REFERENCE MARK NO. 1 IS 88.67 FEET SOUTHEAST OF THE STATION.  IT IS 1
 MD1486'FOOT NORTH OF A CORNER FENCE POST
 MD1486'AND 20 FEET WEST OF THE SOUTHWEST CORNER OF AN EQUIPMENT SHED.  THE
 MD1486'MARK IS FLUSH AND THE DISK IS STAMPED
 MD1486'STROH NO 1 1946.
 MD1486'
 MD1486'REFERENCE MARK NO. 2 IS 116.33 FEET NORTH OF THE STATION.  IT IS 1
 MD1486'FOOT EAST OF A FENCELINE AND
 MD1486'30 FEET EAST OF THE CENTERLINE OF HIGHWAY 327.  THE MARK IS FLUSH AND
 MD1486'THE DISK IS STAMPED STROH NO 2 1946.
 MD1486'
 MD1486'TO REACH THE STATION FROM THE RAILROAD STATION IN THE TOWN OF HELMER,
 MD1486'GO NORTH ON HIGHWAY 327 FOR 3.5 MILES
 MD1486'TO FARM AND STATION ON THE RIGHT AS DESCRIBED.
 MD1486'
 MD1486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 327
 MD1486'FOR 0.45 MILE AND AZIMUTH ON
 MD1486'THE RIGHT AS DESCRIBED.
 MD1486'
 MD1486'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1486
 MD1486                          STATION RECOVERY (1960)
 MD1486
 MD1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1486'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1486'DESCRIBED.
 MD1486'
 MD1486'ABOUT 3.5 MILES N ALONG NO. 327 INDIANA HWY. FROM HELMER, ABOUT 2
 MD1486'MILES AIR LINE NE OF STROH, 2.0
 MD1486'MILES W OF SALEM CENTER, ABOUT 120 YARDS N OF A CROSSROADS, ABOUT 75
 MD1486'YARDS S OF SUMMIT OF HWY. GRADE, 75
 MD1486'FEET E OF CENTER LINE OF HWY., 6-1/2 FEET HIGHER THAN SAME,
 MD1486'138.7 FEET SSW OF SW CORNER OF BARN, 121 FEET W
 MD1486'OF SW CORNER OF ANOTHER BARN, 7 FEET S OF
 MD1486'PROJECTED PLANE OF S WALL OF HOUSE ON W SIDE OF HWY., STANDARD
 MD1486'DISKS STAMPED STROH 1946 ARE SET IN
 MD1486'1A AND 7A MARKS, THE UPPER ONE FLUSH WITH THE GROUND.
 MD1486'
 MD1486'REFERENCE STAMPED STROH NO 1 1946, NOTE 11A, FLUSH, IS 88.64 FEET OR
 MD1486'27.018 METERS E IN AZIMUTH 283
 MD1486'DEG. 29 MIN. FROM STATION, 32 FEET W OF SW CORNER OF ROCK FOUNDATION
 MD1486'OF BARN, 6 FEET N OF PROJECTED PLANE OF S
 MD1486'WALL OF SAME, AND 1 FOOT N OF A FENCE.
 MD1486'
 MD1486'REFERENCE STAMPED STROH NO 2 1946, NOTE 11A, FLUSH, IS 116.30 FEET OR
 MD1486'35.448 METERS NNW IN AZIMUTH 164
 MD1486'DEG. 19 MIN. FROM STATION, 71 FEET N OF PROJECTED PLANE OF N WALL OF
 MD1486'HOUSE, 45 FEET E OF CENTER LINE OF HWY., 1.2
 MD1486'FEET E OF STEEL WITNESS POST, AND 1 FOOT E OF FENCE.
 MD1486'
 MD1486'AZIMUTH STAMPED STROH 1946, NOTE 16A, FLUSH, IS ABOUT 0.5 MILE S FROM
 MD1486'STATION, ABOUT 93 YARDS N OF
 MD1486'FENCE CORNER, 95 FEET S OF PROJECTED LINE OF FENCE FROM THE E, 38
 MD1486'FEET W OF CENTER LINE OF 20-FOOT HWY.
 MD1486'PAVEMENT, 1.5 FEET LOWER THAN SAME, 60 FEET N OF CREST OF
 MD1486'RIDGE, 1.5 FEET E OF FENCE, AND 1.5 FEET SSE
 MD1486'OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2506 ***********************************************************************
 LB2506  DESIGNATION -  STUB
 LB2506  PID         -  LB2506
 LB2506  STATE/COUNTY-  IN/HAMILTON
 LB2506  COUNTRY     -  US
 LB2506  USGS QUAD   -  NOBLESVILLE (2019)
 LB2506
 LB2506                         *CURRENT SURVEY CONTROL
 LB2506  ______________________________________________________________________
 LB2506* NAD 83(1997) POSITION- 40 01 21.08980(N) 086 00 47.75966(W)   ADJUSTED
 LB2506* NAVD 88 ORTHO HEIGHT -   233.32  (+/-2cm)      765.5   (feet) VERTCON3
 LB2506  ______________________________________________________________________
 LB2506  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 LB2506  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 LB2506  HORZ ORDER      -  SECOND
 LB2506  VERT ORDER      -  THIRD ? (See Below)
 LB2506
 LB2506.The horizontal coordinates were established by classical geodetic methods
 LB2506.and adjusted by the National Geodetic Survey in May 1999.
 LB2506
 LB2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2506
 LB2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2506.GEOID18 height accuracy estimate available here.
 LB2506
 LB2506.The vertical order pertains to the NGVD 29 superseded value.
 LB2506
 LB2506.Click photographs - Photos may exist for this station.
 LB2506
 LB2506.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2506
 LB2506. The following values were computed from the NAD 83(1997) position.
 LB2506
 LB2506;                    North         East     Units Scale Factor Converg.
 LB2506;SPC IN E     -   530,076.158    70,413.179   MT  0.99997744   -0 13 22.4
 LB2506;SPC IN E     - 1,739,091.53    231,013.90   sFT  0.99997744   -0 13 22.4
 LB2506;UTM  16      - 4,430,723.561   584,200.316   MT  0.99968728   +0 38 04.5
 LB2506
 LB2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2506!SPC IN E     -   0.99996874  x   0.99997744  =   0.99994618
 LB2506!UTM  16      -   0.99996874  x   0.99968728  =   0.99965603
 LB2506
 LB2506:                Primary Azimuth Mark                     Grid Az
 LB2506:SPC IN E     -  FILL                                     333 06 13.1
 LB2506:UTM  16      -  FILL                                     332 14 46.2
 LB2506
 LB2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8420030723(NAD 83)
 LB2506
 LB2506|---------------------------------------------------------------------|
 LB2506| PID    Reference Object                     Distance      Geod. Az  |
 LB2506|                                                           dddmmss.s |
 LB2506| LB2507 STAKE                               APPROX. 0.5 KM 1474305.9 |
 LB2506| LB2514 FILL                                499.947 METERS 3325250.7 |
 LB2506| LB2509 SUB                                 362.923 METERS 34429     |
 LB2506| CC9062 NOBLESVILLE CHSE DOME                              3583755.5 |
 LB2506|---------------------------------------------------------------------|
 LB2506
 LB2506                          SUPERSEDED SURVEY CONTROL
 LB2506
 LB2506  NAD 83(1986)-  40 01 21.07987(N)    086 00 47.77809(W) AD(       ) 2
 LB2506  NAD 27      -  40 01 20.95200(N)    086 00 47.83600(W) AD(       ) 2
 LB2506  USSD        -  40 01 20.98800(N)    086 00 47.62100(W) AD(       ) 3
 LB2506  NGVD 29             233.45   (m)          765.9    (f) LEVELING    3  
 LB2506
 LB2506.Superseded values are not recommended for survey control.
 LB2506
 LB2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2506.See file dsdata.pdf to determine how the superseded data were derived.
 LB2506
 LB2506_MARKER: N = NAIL
 LB2506_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2506_SP_SET: STAKE
 LB2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2506
 LB2506  HISTORY     - Date     Condition        Report By
 LB2506  HISTORY     - 1920     MONUMENTED       CGS
 LB2506  HISTORY     - 1934     MARK NOT FOUND   INGS
 LB2506
 LB2506                          STATION DESCRIPTION
 LB2506
 LB2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2506'STATION IS ABOUT THREE-FOURTHS MILE S OF NOBLESVILLE ON THE W SIDE OF
 LB2506'THE LAKE ERIE AND WESTERN RAILROAD RIGHT-OF-WAY, ABOUT 320 YARDS S
 LB2506'OF THE TRACTION LINE BRIDGE OVER THE RAILROAD, AND ABOUT 75 YARDS N
 LB2506'OF THE RAILROAD BRIDGE OVER A SMALL CREEK, ON A FILL ON THE FIRST
 LB2506'CURVE S OF NOBLESVILLE, 2.090 METERS (6.86 FEET) W OF THE W AND
 LB2506'NEAREST RAIL.  THE STATION IS MARKED WITH A NAIL IN THE TOP OF
 LB2506'A 2- BY 4-INCH STAKE DRIVEN INTO THE GROUND.  THERE IS NO REFERENCE
 LB2506'MARK.
 LB2506
 LB2506                          STATION RECOVERY (1934)
 LB2506
 LB2506'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2506'SEARCHED FOR BUT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2327 ***********************************************************************
 HZ2327  DESIGNATION -  STUCKER FORK WATER DI TANK 3
 HZ2327  PID         -  HZ2327
 HZ2327  STATE/COUNTY-  IN/SCOTT
 HZ2327  COUNTRY     -  US
 HZ2327  USGS QUAD   -  BLOCHER (2019)
 HZ2327
 HZ2327                         *CURRENT SURVEY CONTROL
 HZ2327  ______________________________________________________________________
 HZ2327* NAD 83(1997) POSITION- 38 43 34.03865(N) 085 40 58.63235(W)   ADJUSTED
 HZ2327  ______________________________________________________________________
 HZ2327  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 HZ2327  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HZ2327  HORZ ORDER      -  THIRD
 HZ2327
 HZ2327.The horizontal coordinates were established by classical geodetic methods
 HZ2327.and adjusted by the National Geodetic Survey in May 1999.
 HZ2327
 HZ2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2327.GEOID18 height accuracy estimate available here.
 HZ2327
 HZ2327.Click photographs - Photos may exist for this station.
 HZ2327
 HZ2327.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2327
 HZ2327. The following values were computed from the NAD 83(1997) position.
 HZ2327
 HZ2327;                    North         East     Units Scale Factor Converg.
 HZ2327;SPC IN E     -   386,093.432    98,583.761   MT  0.99996669   -0 00 36.7
 HZ2327;SPC IN E     - 1,266,708.20    323,436.89   sFT  0.99996669   -0 00 36.7
 HZ2327;UTM  16      - 4,287,208.009   614,485.938   MT  0.99976140   +0 49 26.5
 HZ2327
 HZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1448587208(NAD 83)
 HZ2327
 HZ2327                          SUPERSEDED SURVEY CONTROL
 HZ2327
 HZ2327  NAD 83(1995)-  38 43 34.04033(N)    085 40 58.62840(W) AD(       ) 3
 HZ2327  NAD 83(1993)-  38 43 34.04021(N)    085 40 58.62846(W) AD(       ) 3
 HZ2327  NAD 83(1986)-  38 43 34.04171(N)    085 40 58.63395(W) AD(       ) 3
 HZ2327  NAD 27      -  38 43 33.83340(N)    085 40 58.75612(W) AD(       ) 3
 HZ2327
 HZ2327.Superseded values are not recommended for survey control.
 HZ2327
 HZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2327.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2327
 HZ2327_MARKER: 53 = ELEVATED TANK
 HZ2327
 HZ2327  HISTORY     - Date     Condition        Report By
 HZ2327  HISTORY     - 1970     FIRST OBSERVED   NGS
 HZ2327
 HZ2327                          STATION DESCRIPTION
 HZ2327
 HZ2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2327'THE STATION IS THE FINAL KNOB ATOP THE BLOCHER, STUCKER FORK
 HZ2327'WATER DISTRICT WATER TANK NUMBER THREE THAT IS LOCATED ABOUT 6
 HZ2327'MILES EAST OF AUSTIN, 1-1/2 MILES WEST OF BLOCHER AND 1 MILE
 HZ2327'SOUTH OF STATE HIGHWAY 256.  THE TANK IS SPHERICAL IN SHAPE,
 HZ2327'SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED WHITE IN
 HZ2327'COLOR.  IT IS 133 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2246 ***********************************************************************
 ME2246  DESIGNATION -  STUDEBAKER
 ME2246  PID         -  ME2246
 ME2246  STATE/COUNTY-  IN/ST JOSEPH
 ME2246  COUNTRY     -  US
 ME2246  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME2246
 ME2246                         *CURRENT SURVEY CONTROL
 ME2246  ______________________________________________________________________
 ME2246* NAD 83(1997) POSITION- 41 38 38.28209(N) 086 15 09.89200(W)   ADJUSTED
 ME2246* NAVD 88 ORTHO HEIGHT -   233.42  (+/-2cm)      765.8   (feet) VERTCON3
 ME2246  ______________________________________________________________________
 ME2246  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 ME2246  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 ME2246  HORZ ORDER      -  SECOND
 ME2246  VERT ORDER      -  THIRD ? (See Below)
 ME2246
 ME2246.The horizontal coordinates were established by classical geodetic methods
 ME2246.and adjusted by the National Geodetic Survey in May 1999.
 ME2246
 ME2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2246
 ME2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2246.GEOID18 height accuracy estimate available here.
 ME2246
 ME2246.The vertical order pertains to the NGVD 29 superseded value.
 ME2246
 ME2246.Click photographs - Photos may exist for this station.
 ME2246
 ME2246.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2246
 ME2246. The following values were computed from the NAD 83(1997) position.
 ME2246
 ME2246;                    North         East     Units Scale Factor Converg.
 ME2246;SPC IN E     -   710,240.845    51,174.531   MT  0.99999599   -0 23 22.1
 ME2246;SPC IN E     - 2,330,181.84    167,895.11   sFT  0.99999599   -0 23 22.1
 ME2246;UTM  16      - 4,610,517.208   562,229.628   MT  0.99964765   +0 29 47.6
 ME2246
 ME2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2246!SPC IN E     -   0.99996869  x   0.99999599  =   0.99996468
 ME2246!UTM  16      -   0.99996869  x   0.99964765  =   0.99961635
 ME2246
 ME2246:                Primary Azimuth Mark                     Grid Az
 ME2246:SPC IN E     -  LLOYD                                    204 15 40.1
 ME2246:UTM  16      -  LLOYD                                    203 22 30.4
 ME2246
 ME2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6222910517(NAD 83)
 ME2246
 ME2246|---------------------------------------------------------------------|
 ME2246| PID    Reference Object                     Distance      Geod. Az  |
 ME2246|                                                           dddmmss.s |
 ME2246| ME2248 GRIFFITH                            406.722 METERS 0064856.8 |
 ME2246| CM4645 STUDEBAKER RM                        11.885 METERS 02013     |
 ME2246| ME0044 LLOYD                               460.714 METERS 2035218.0 |
 ME2246|---------------------------------------------------------------------|
 ME2246
 ME2246                          SUPERSEDED SURVEY CONTROL
 ME2246
 ME2246  NAD 83(1994)-  41 38 38.28867(N)    086 15 09.88974(W) AD(       ) 2
 ME2246  NAD 83(1986)-  41 38 38.28854(N)    086 15 09.89179(W) AD(       ) 2
 ME2246  NAD 27      -  41 38 38.10690(N)    086 15 09.87010(W) AD(       ) 2
 ME2246  USSD        -  41 38 38.16500(N)    086 15 09.72600(W) AD(       ) 3
 ME2246  NGVD 29             233.54   (m)          766.2    (f) LEVELING    3  
 ME2246
 ME2246.Superseded values are not recommended for survey control.
 ME2246
 ME2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2246.See file dsdata.pdf to determine how the superseded data were derived.
 ME2246
 ME2246_MARKER: N = NAIL
 ME2246_SP_SET: WOODEN STAKE
 ME2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2246
 ME2246  HISTORY     - Date     Condition        Report By
 ME2246  HISTORY     - 1920     MONUMENTED       CGS
 ME2246
 ME2246                          STATION DESCRIPTION
 ME2246
 ME2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2246'ABOUT 1-1/4 MILES S OF SOUTH BEND, ON THE E SIDE OF THE TRACK, 200
 ME2246'YARDS S OF FOUNDRY, 130
 ME2246'YARDS N OF SWITCH SIGNAL WHICH JOINS RAILROAD TO
 ME2246'ELECTRIC LINE.  THE STATION AND
 ME2246'REFERENCE MARK ARE STAKES WITH
 ME2246'NAILS IN THE TOPS.  THE REFERENCE MARK IS ON THE E
 ME2246'SIDE OF THE
 ME2246'TRACK, 11.885 METERS (39.00 FEET) FROM THE STATION N 20 DEG 13 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2509 ***********************************************************************
 LB2509  DESIGNATION -  SUB
 LB2509  PID         -  LB2509
 LB2509  STATE/COUNTY-  IN/HAMILTON
 LB2509  COUNTRY     -  US
 LB2509  USGS QUAD   -  NOBLESVILLE (2019)
 LB2509
 LB2509                         *CURRENT SURVEY CONTROL
 LB2509  ______________________________________________________________________
 LB2509* NAD 83(1997) POSITION- 40 01 32.42799(N) 086 00 51.85275(W)   ADJUSTED
 LB2509* NAVD 88 ORTHO HEIGHT -   232.55  (+/-2cm)      763.0   (feet) VERTCON3
 LB2509  ______________________________________________________________________
 LB2509  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 LB2509  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB2509  HORZ ORDER      -  SECOND
 LB2509  VERT ORDER      -  THIRD ? (See Below)
 LB2509
 LB2509.The horizontal coordinates were established by classical geodetic methods
 LB2509.and adjusted by the National Geodetic Survey in May 1999.
 LB2509
 LB2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2509
 LB2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2509.GEOID18 height accuracy estimate available here.
 LB2509
 LB2509.The vertical order pertains to the NGVD 29 superseded value.
 LB2509
 LB2509.Click photographs - Photos may exist for this station.
 LB2509
 LB2509.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2509
 LB2509. The following values were computed from the NAD 83(1997) position.
 LB2509
 LB2509;                    North         East     Units Scale Factor Converg.
 LB2509;SPC IN E     -   530,426.230    70,317.489   MT  0.99997751   -0 13 25.1
 LB2509;SPC IN E     - 1,740,240.06    230,699.96   sFT  0.99997751   -0 13 25.1
 LB2509;UTM  16      - 4,431,072.061   584,099.426   MT  0.99968707   +0 38 02.1
 LB2509
 LB2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2509!SPC IN E     -   0.99996886  x   0.99997751  =   0.99994638
 LB2509!UTM  16      -   0.99996886  x   0.99968707  =   0.99965594
 LB2509
 LB2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8409931072(NAD 83)
 LB2509
 LB2509|---------------------------------------------------------------------|
 LB2509| PID    Reference Object                     Distance      Geod. Az  |
 LB2509|                                                           dddmmss.s |
 LB2509| LB2506 STUB                                362.923 METERS 16429     |
 LB2509| CF2736 SUB RM                                9.138 METERS 24744     |
 LB2509| LB2514 FILL                                161.858 METERS 30604     |
 LB2509|---------------------------------------------------------------------|
 LB2509
 LB2509                          SUPERSEDED SURVEY CONTROL
 LB2509
 LB2509  NAD 83(1986)-  40 01 32.41783(N)    086 00 51.87120(W) AD(       ) 2
 LB2509  NAD 27      -  40 01 32.29000(N)    086 00 51.92900(W) AD(       ) 2
 LB2509  USSD        -  40 01 32.32600(N)    086 00 51.71400(W) AD(       ) 3
 LB2509  NGVD 29             232.68   (m)          763.4    (f) LEVELING    3  
 LB2509
 LB2509.Superseded values are not recommended for survey control.
 LB2509
 LB2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2509.See file dsdata.pdf to determine how the superseded data were derived.
 LB2509
 LB2509_MARKER: N = NAIL
 LB2509_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 LB2509_SP_SET: STAKE
 LB2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2509
 LB2509  HISTORY     - Date     Condition        Report By
 LB2509  HISTORY     - 1920     MONUMENTED       CGS
 LB2509  HISTORY     - 1934     MARK NOT FOUND   INGS
 LB2509
 LB2509                          STATION DESCRIPTION
 LB2509
 LB2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2509'THE STATION IS ON THE W SIDE OF THE LAKE ERIE AND WESTERN RAILROAD
 LB2509'RIGHT-OF-WAY, 1/2 MILE S OF NOBLESVILLE, 2.295 METERS (7.53 FEET) W
 LB2509'OF THE W AND NEAREST RAIL, 275 YARDS S OF THE SEMAPHORE SIGNAL NO.
 LB2509'M21 AND THE OVERHEAD INTERURBAN CROSSING.  THE STATION IS MARKED BY A
 LB2509'NAIL IN THE TOP OF A 2- BY 4-INCH STAKE DRIVEN INTO THE GROUND, AND
 LB2509'THE REFERENCE MARK IS THE SAME AS THE STATION MARK AND IS IN THE
 LB2509'W RIGHT-OF-WAY FENCE LINE, 9.138 METERS (29.98 FEET) FROM THE
 LB2509'STATION S 67 DEG 44 MIN W.
 LB2509
 LB2509                          STATION RECOVERY (1934)
 LB2509
 LB2509'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 LB2509'SEARCHED FOR BUT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1916 ***********************************************************************
 KA1916  DESIGNATION -  SUBWAY
 KA1916  PID         -  KA1916
 KA1916  STATE/COUNTY-  IN/MARION
 KA1916  COUNTRY     -  US
 KA1916  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1916
 KA1916                         *CURRENT SURVEY CONTROL
 KA1916  ______________________________________________________________________
 KA1916* NAD 83(1997) POSITION- 39 45 34.39805(N) 086 04 58.55289(W)   ADJUSTED
 KA1916* NAVD 88 ORTHO HEIGHT -   243.65  (+/-2cm)      799.4   (feet) VERTCON3
 KA1916  ______________________________________________________________________
 KA1916  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 KA1916  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 KA1916  HORZ ORDER      -  SECOND
 KA1916  VERT ORDER      -  THIRD ? (See Below)
 KA1916
 KA1916.The horizontal coordinates were established by classical geodetic methods
 KA1916.and adjusted by the National Geodetic Survey in May 1999.
 KA1916
 KA1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1916
 KA1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1916.GEOID18 height accuracy estimate available here.
 KA1916
 KA1916.The vertical order pertains to the NGVD 29 superseded value.
 KA1916
 KA1916.Click photographs - Photos may exist for this station.
 KA1916
 KA1916.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1916
 KA1916. The following values were computed from the NAD 83(1997) position.
 KA1916
 KA1916;                    North         East     Units Scale Factor Converg.
 KA1916;SPC IN E     -   500,904.233    64,330.321   MT  0.99998232   -0 15 58.4
 KA1916;SPC IN E     - 1,643,383.30    211,057.06   sFT  0.99998232   -0 15 58.4
 KA1916;UTM  16      - 4,401,472.829   578,555.195   MT  0.99967597   +0 35 11.6
 KA1916
 KA1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1916!SPC IN E     -   0.99996705  x   0.99998232  =   0.99994937
 KA1916!UTM  16      -   0.99996705  x   0.99967597  =   0.99964303
 KA1916
 KA1916:                Primary Azimuth Mark                     Grid Az
 KA1916:SPC IN E     -  EMERSON                                  180 35 47.7
 KA1916:UTM  16      -  EMERSON                                  179 44 37.7
 KA1916
 KA1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7855501472(NAD 83)
 KA1916
 KA1916|---------------------------------------------------------------------|
 KA1916| PID    Reference Object                     Distance      Geod. Az  |
 KA1916|                                                           dddmmss.s |
 KA1916| KA1915 EMERSON                             APPROX. 0.7 KM 1801949.3 |
 KA1916| CF2737 SUBWAY RM                            13.475 METERS 25416     |
 KA1916|---------------------------------------------------------------------|
 KA1916
 KA1916                          SUPERSEDED SURVEY CONTROL
 KA1916
 KA1916  NAD 83(1986)-  39 45 34.40064(N)    086 04 58.57809(W) AD(       ) 2
 KA1916  NAD 27      -  39 45 34.24200(N)    086 04 58.63000(W) AD(       ) 2
 KA1916  USSD        -  39 45 34.30200(N)    086 04 58.39600(W) AD(       ) 3
 KA1916  NGVD 29             243.78   (m)          799.8    (f) LEVELING    3  
 KA1916
 KA1916.Superseded values are not recommended for survey control.
 KA1916
 KA1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1916.See file dsdata.pdf to determine how the superseded data were derived.
 KA1916
 KA1916_MARKER: DS = TRIANGULATION STATION DISK
 KA1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1916_STAMPING: SUBWAY 1920
 KA1916_MARK LOGO: CGS
 KA1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1916+STABILITY: SURFACE MOTION
 KA1916
 KA1916  HISTORY     - Date     Condition        Report By
 KA1916  HISTORY     - 1920     MONUMENTED       CGS
 KA1916  HISTORY     - 1935     GOOD             CGS
 KA1916  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1916  HISTORY     - 1961     MARK NOT FOUND   THOMAS
 KA1916  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1916  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1916
 KA1916                          STATION DESCRIPTION
 KA1916
 KA1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1916'ON THE E SIDE OF THE CONCRETE ROAD KNOWN AS S EMERSON AVENUE, 0.345
 KA1916'METER, 1.13 FEET, INSIDE THE E EDGE OF THE CONCRETE PAVING,
 KA1916'60 YARDS N OF THE INTERSECTION OF S EMERSON AVENUE AND FLETCHER
 KA1916'AVENUE. THE STATION IS MARKED BY A STANDARD DISK STATION MARK
 KA1916'SET IN THE CONCRETE PAVING. THE REFERENCE MARK IS A BRONZE TABLET SET
 KA1916'IN CONCRETE,AND IS LOCATED ON THE
 KA1916'W SIDE OF THE ROAD, 13.475 METERS, 44.21 FEET, FROM THE STATION
 KA1916'S 74 DEG 16 MIN W.
 KA1916
 KA1916                          STATION RECOVERY (1935)
 KA1916
 KA1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1916'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. THE
 KA1916'ORIGINAL DESCRIPTION IS GOOD.
 KA1916
 KA1916                          STATION RECOVERY (1959)
 KA1916
 KA1916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1916'STATION PROBABLY DESTROYED DURING PAVING AND GRADING OF STREET.
 KA1916
 KA1916                          STATION RECOVERY (1961)
 KA1916
 KA1916'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1916'SUBWAY 1920 NOT FOUND.
 KA1916'
 KA1916'RM - SUBWAY 1920 NOT FOUND.
 KA1916'
 KA1916'EMERSON AVENUE HAS APPARENTLY BEEN REPAVED WITH CONCRETE IN THIS
 KA1916'AREA.
 KA1916
 KA1916                          STATION RECOVERY (1975)
 KA1916
 KA1916'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1916'STATION NOT RECOVERED.
 KA1916'
 KA1916'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SIDE OF
 KA1916'INDIANAPOLIS.
 KA1916
 KA1916                          STATION RECOVERY (1995)
 KA1916
 KA1916'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1916'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1799 ***********************************************************************
 MD1799  DESIGNATION -  SUGAR
 MD1799  PID         -  MD1799
 MD1799  STATE/COUNTY-  IN/ALLEN
 MD1799  COUNTRY     -  US
 MD1799  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1799
 MD1799                         *CURRENT SURVEY CONTROL
 MD1799  ______________________________________________________________________
 MD1799* NAD 83(1997) POSITION- 41 00 10.65637(N) 084 48 53.64776(W)   ADJUSTED
 MD1799* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 MD1799  ______________________________________________________________________
 MD1799  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 MD1799  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 MD1799  HORZ ORDER      -  FIRST
 MD1799
 MD1799.The horizontal coordinates were established by classical geodetic methods
 MD1799.and adjusted by the National Geodetic Survey in May 1999.
 MD1799
 MD1799.The orthometric height was scaled from a topographic map.
 MD1799
 MD1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1799.GEOID18 height accuracy estimate available here.
 MD1799
 MD1799.Click photographs - Photos may exist for this station.
 MD1799
 MD1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1799
 MD1799. The following values were computed from the NAD 83(1997) position.
 MD1799
 MD1799;                    North         East     Units Scale Factor Converg.
 MD1799;SPC IN E     -   639,236.393   171,658.143   MT  1.00002984   +0 33 31.9
 MD1799;SPC IN E     - 2,097,228.07    563,181.76   sFT  1.00002984   +0 33 31.9
 MD1799;SPC OH N     -   150,974.152   405,278.587   MT  0.99993978   -1 31 14.8
 MD1799;SPC OH N     -   495,321.03  1,329,651.50   sFT  0.99993978   -1 31 14.8
 MD1799;UTM  16      - 4,541,385.358   683,768.136   MT  1.00001566   +1 26 02.5
 MD1799
 MD1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1799!SPC IN E     -   0.99996809  x   1.00002984  =   0.99999793
 MD1799!SPC OH N     -   0.99996809  x   0.99993978  =   0.99990787
 MD1799!UTM  16      -   0.99996809  x   1.00001566  =   0.99998375
 MD1799
 MD1799:                Primary Azimuth Mark                     Grid Az
 MD1799:SPC IN E     -  SUGAR AZ MK                              116 38 12.2
 MD1799:SPC OH N     -  SUGAR AZ MK                              118 42 58.9
 MD1799:UTM  16      -  SUGAR AZ MK                              115 45 41.6
 MD1799
 MD1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8376841385(NAD 83)
 MD1799
 MD1799|---------------------------------------------------------------------|
 MD1799| PID    Reference Object                     Distance      Geod. Az  |
 MD1799|                                                           dddmmss.s |
 MD1799| MD1798 PANHANDLE EASTERN PLINE MAST        APPROX. 3.9 KM 0074236.0 |
 MD1799| CE7410 SUGAR RM 1                           29.675 METERS 04052     |
 MD1799| CE7409 SUGAR AZ MK                                        1171144.1 |
 MD1799| CE7411 SUGAR RM 2                           30.107 METERS 12047     |
 MD1799| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX. 5.5 KM 2353559.9 |
 MD1799| MD1804 ST LOUIS CATH CHURCH SPIRE          APPROX.11.6 KM 2971120.6 |
 MD1799|---------------------------------------------------------------------|
 MD1799
 MD1799                          SUPERSEDED SURVEY CONTROL
 MD1799
 MD1799  NAD 83(1995)-  41 00 10.65644(N)    084 48 53.64812(W) AD(       ) 1
 MD1799  NAD 83(1986)-  41 00 10.65830(N)    084 48 53.66378(W) AD(       ) 1
 MD1799  NAD 27      -  41 00 10.48300(N)    084 48 53.79790(W) AD(       ) 1
 MD1799
 MD1799.Superseded values are not recommended for survey control.
 MD1799
 MD1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1799.See file dsdata.pdf to determine how the superseded data were derived.
 MD1799
 MD1799_MARKER: DS = TRIANGULATION STATION DISK
 MD1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1799_STAMPING: SUGAR 1947
 MD1799_MARK LOGO: CGS
 MD1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1799+STABILITY: SURFACE MOTION
 MD1799
 MD1799  HISTORY     - Date     Condition        Report By
 MD1799  HISTORY     - 1947     MONUMENTED       CGS
 MD1799  HISTORY     - 1960     GOOD             CGS
 MD1799
 MD1799                          STATION DESCRIPTION
 MD1799
 MD1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1799'THE STATION IS LOCATED 12 MILES SOUTHEAST OF NEW HAVEN, 5.3 MILES
 MD1799'SOUTHEAST OF ZULU AND 1 MILE WEST OF THE OHIO-INDIANA STATE LINE.  IT
 MD1799'IS 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SUGAR RIDGE
 MD1799'CHURCH, 47 FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 30 AND
 MD1799'4.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 MD1799'THE DISK IS STAMPED SUGAR 1947.
 MD1799'
 MD1799'REFERENCE MARK NO. 1 IS 97.36 FEET NORTHEAST OF THE STATION.  IT IS 50
 MD1799'FEET NORTHEAST OF THE CENTER OF HIGHWAY 30, 1 FOOT WEST OF A TELEPHONE
 MD1799'POLE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 MD1799'THE DISK IS STAMPED SUGAR NO 1 1947.
 MD1799'
 MD1799'REFERENCE MARK NO. 2 IS 98.8 FEET SOUTHEST OF THE STATION.  IT IS 48
 MD1799'FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 30 AND 1 FOOT
 MD1799'EAST-NORTHEAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND HE DISK
 MD1799'IS STAMPED SUGAR NO 2 1947.
 MD1799'
 MD1799'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 50 FEET
 MD1799'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 30, 2 FEET NORTHWEST OF A
 MD1799'TELEPHONE POLE AND 1.5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 MD1799'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SUGAR 1947.
 MD1799'
 MD1799'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND A
 MD1799'PAVED T-ROAD EAST IN THE TOWN OF ZULU, GO SOUTHEAST ON HIGHWAY 30 FOR
 MD1799'5.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD1799'
 MD1799'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1799
 MD1799                          STATION RECOVERY (1960)
 MD1799
 MD1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1799'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1799'AS HEREINAFTER CORRECTED OR BROUGHT UP-TO-DATE BY PERTINENT ADDENDA.
 MD1799'
 MD1799'THE CHURCH BUILDING IS RUINING FROM NEGLECT.  THERE IS A CEMETERY
 MD1799'ACROSS THE HIGHWAY FROM THE CHURCH.  STATION IS ABOUT 0.7 MILE WNW
 MD1799'ALONG THE HIGHWAY FROM THE OHIO-INDIANA BOUNDARY, AND 178 FEET E OF
 MD1799'CENTER LINE OF SIMMER ROAD.  WHITE WOODEN WITNESS POST IS GONE.
 MD1799'
 MD1799'R.M. NO. 1 IS 98.37 FEET OR 29.983 METERS FROM STATION, 245 FEET E OF
 MD1799'PROJECTED CENTER LINE OF LONG TANGENT OF SIMMER ROAD FROM SOUTH, AND
 MD1799'ORIGINAL FENCE IS GONE.
 MD1799'
 MD1799'R.M. NO. 2 IS 102-1/2 FEET WNW OF PROJECTED PLANE OF WNW WALL OF
 MD1799'2-STORY FRAME HOUSE AND 2 FEET E OF STEEL WITNESS POST.
 MD1799'
 MD1799'AZIMUTH MARK IS ABOUT AT THE BREAK DOWNWARD SOUTHEASTERLY OF THE
 MD1799'HIGHWAY GRADE, 3.3 FEET LOWER THAN THE CENTER OF HWY., AND 2.5 FEET
 MD1799'WNW OF CENTER OF NO. T 705 TELEPHONE POLE.  THE ORIGINAL WOODEN
 MD1799'WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1807 ***********************************************************************
 KA1807  DESIGNATION -  SULLIVAN
 KA1807  PID         -  KA1807
 KA1807  STATE/COUNTY-  IN/SULLIVAN
 KA1807  COUNTRY     -  US
 KA1807  USGS QUAD   -  SULLIVAN (2019)
 KA1807
 KA1807                         *CURRENT SURVEY CONTROL
 KA1807  ______________________________________________________________________
 KA1807* NAD 83(1997) POSITION- 39 05 11.23350(N) 087 24 25.69728(W)   ADJUSTED
 KA1807* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 KA1807  ______________________________________________________________________
 KA1807  GEOID HEIGHT    -        -32.257 (meters)                     GEOID18
 KA1807  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 KA1807  HORZ ORDER      -  THIRD
 KA1807
 KA1807.The horizontal coordinates were established by classical geodetic methods
 KA1807.and adjusted by the National Geodetic Survey in May 1999.
 KA1807
 KA1807.The orthometric height was scaled from a topographic map.
 KA1807
 KA1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1807.GEOID18 height accuracy estimate available here.
 KA1807
 KA1807.Click photographs - Photos may exist for this station.
 KA1807
 KA1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1807
 KA1807. The following values were computed from the NAD 83(1997) position.
 KA1807
 KA1807;                    North         East     Units Scale Factor Converg.
 KA1807;SPC IN W     -   426,143.660   871,985.025   MT  0.99997633   -0 12 15.0
 KA1807;SPC IN W     - 1,398,106.32  2,860,837.54   sFT  0.99997633   -0 12 15.0
 KA1807;UTM  16      - 4,326,449.399   464,788.077   MT  0.99961527   -0 15 24.1
 KA1807
 KA1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1807!SPC IN W     -   0.99998092  x   0.99997633  =   0.99995725
 KA1807!UTM  16      -   0.99998092  x   0.99961527  =   0.99959620
 KA1807
 KA1807:                Primary Azimuth Mark                     Grid Az
 KA1807:SPC IN W     -  HAMILTON                                 357 40 52.1
 KA1807:UTM  16      -  HAMILTON                                 357 44 01.2
 KA1807
 KA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6478826449(NAD 83)
 KA1807
 KA1807|---------------------------------------------------------------------|
 KA1807| PID    Reference Object                     Distance      Geod. Az  |
 KA1807|                                                           dddmmss.s |
 KA1807| CM4650 SULLIVAN RM 1                        24.744 METERS 10119     |
 KA1807| KA1588 N 54                                 97.872 METERS 28355     |
 KA1807| CM4651 SULLIVAN RM 2                        26.234 METERS 33057     |
 KA1807| KA1808 HAMILTON                            APPROX. 4.3 KM 3572837.1 |
 KA1807|---------------------------------------------------------------------|
 KA1807
 KA1807                          SUPERSEDED SURVEY CONTROL
 KA1807
 KA1807  NAD 83(1986)-  39 05 11.24046(N)    087 24 25.69235(W) AD(       ) 3
 KA1807  NAD 27      -  39 05 11.08760(N)    087 24 25.62530(W) AD(       ) 3
 KA1807
 KA1807.Superseded values are not recommended for survey control.
 KA1807
 KA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1807.See file dsdata.pdf to determine how the superseded data were derived.
 KA1807
 KA1807_MARKER: DS = TRIANGULATION STATION DISK
 KA1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1807_STAMPING: SULLIVAN 1947
 KA1807_MARK LOGO: CGS
 KA1807_PROJECTION: FLUSH
 KA1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1807+STABILITY: SURFACE MOTION
 KA1807
 KA1807  HISTORY     - Date     Condition        Report By
 KA1807  HISTORY     - 1947     MONUMENTED       CGS
 KA1807  HISTORY     - 20131017 GOOD             GEOCAC
 KA1807
 KA1807                          STATION DESCRIPTION
 KA1807
 KA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1807'STATION IS IN THE CITY PARK AT THE SOUTH EDGE OF SULLIVAN, 0.5 MILE
 KA1807'SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE VIA MAIN STREET.
 KA1807'65 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE PARK, AND 62 FEET
 KA1807'EAST OF CENTERLINE OF MAIN STREET. THE MARK IS FLUSH WITH THE
 KA1807'GROUND, AND THE DISK IS STAMPED SULLIVAN 1947.
 KA1807'
 KA1807'REFERENCE MARK NO. 1 IS 81.18 FEET EAST-SOUTHEAST OF STATION AND 28
 KA1807'FEET SOUTHEAST OF THE NORTH DRIVEWAY TO THE PARK. THE MARK
 KA1807'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SULLIVAN NO 1 1947.
 KA1807'
 KA1807'REFERENCE MARK NO. 2 IS 86.07 FEET NORTH-NORTHWEST OF STATION AND 18
 KA1807'FEET EAST OF CENTERLINE OF MAIN STREET. THE MARK IS FLUSH
 KA1807'WITH THE GROUND, AND THE DISK IS STAMPED SULLIVAN NO. 2 1947.
 KA1807'
 KA1807'N54 1934 N.G.S. IS 321.10 FEET WEST OF STATION, 148 FEET WEST OF THE
 KA1807'SOUTHWEST CORNER OF THE SULLIVAN DEPOT, AND 18 FEET NORTH OF THE
 KA1807'NORTH RAIL OF TRACK. THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 KA1807'STAMPED N54 1934.
 KA1807'
 KA1807'THERE IS NO AZIMUTH MARK BECAUSE THERE WAS NO POINT VISIBLE FRON THE
 KA1807'GROUND AT WHICH IT COULD BE ESTABLISHED.  HEIGHT OF LIGHT
 KA1807'ABOVE STATION MARK 30 METERS.
 KA1807
 KA1807                          STATION RECOVERY (2013)
 KA1807
 KA1807'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 KA1807'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2339 ***********************************************************************
 ME2339  DESIGNATION -  SULLIVAN
 ME2339  PID         -  ME2339
 ME2339  STATE/COUNTY-  IN/MARSHALL
 ME2339  COUNTRY     -  US
 ME2339  USGS QUAD   -  PLYMOUTH (2019)
 ME2339
 ME2339                         *CURRENT SURVEY CONTROL
 ME2339  ______________________________________________________________________
 ME2339* NAD 83(1997) POSITION- 41 21 09.42085(N) 086 18 51.71227(W)   ADJUSTED
 ME2339* NAVD 88 ORTHO HEIGHT -   244.80  (+/-2cm)      803.1   (feet) VERTCON3
 ME2339  ______________________________________________________________________
 ME2339  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME2339  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 ME2339  HORZ ORDER      -  SECOND
 ME2339  VERT ORDER      -  THIRD ? (See Below)
 ME2339
 ME2339.The horizontal coordinates were established by classical geodetic methods
 ME2339.and adjusted by the National Geodetic Survey in May 1999.
 ME2339
 ME2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2339
 ME2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2339.GEOID18 height accuracy estimate available here.
 ME2339
 ME2339.The vertical order pertains to the NGVD 29 superseded value.
 ME2339
 ME2339.Click photographs - Photos may exist for this station.
 ME2339
 ME2339.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2339
 ME2339. The following values were computed from the NAD 83(1997) position.
 ME2339
 ME2339;                    North         East     Units Scale Factor Converg.
 ME2339;SPC IN E     -   677,919.990    45,798.936   MT  1.00000281   -0 25 40.6
 ME2339;SPC IN E     - 2,224,142.50    150,258.68   sFT  1.00000281   -0 25 40.6
 ME2339;UTM  16      - 4,578,128.821   557,354.765   MT  0.99964048   +0 27 10.8
 ME2339
 ME2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2339!SPC IN E     -   0.99996691  x   1.00000281  =   0.99996972
 ME2339!UTM  16      -   0.99996691  x   0.99964048  =   0.99960740
 ME2339
 ME2339:                Primary Azimuth Mark                     Grid Az
 ME2339:SPC IN E     -  PLYMOUTH                                 179 39 44.7
 ME2339:UTM  16      -  PLYMOUTH                                 178 46 53.3
 ME2339
 ME2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5735478128(NAD 83)
 ME2339
 ME2339|---------------------------------------------------------------------|
 ME2339| PID    Reference Object                     Distance      Geod. Az  |
 ME2339|                                                           dddmmss.s |
 ME2339| CM4649 SULLIVAN RM                          29.090 METERS 14116     |
 ME2339| ME2335 PLYMOUTH CO CTHSE CLOCK TOWER       APPROX. 1.0 KM 1655131.6 |
 ME2339| ME2337 PLYMOUTH SCHOOLHOUSE FLAGPOLE       APPROX. 1.2 KM 1760449.8 |
 ME2339| ME0303 PLYMOUTH                            APPROX. 1.4 KM 1791404.1 |
 ME2339|---------------------------------------------------------------------|
 ME2339
 ME2339                          SUPERSEDED SURVEY CONTROL
 ME2339
 ME2339  NAD 83(1986)-  41 21 09.45570(N)    086 18 51.72214(W) AD(       ) 2
 ME2339  NAD 27      -  41 21 09.27220(N)    086 18 51.70610(W) AD(       ) 2
 ME2339  USSD        -  41 21 09.29900(N)    086 18 51.52200(W) AD(       ) 3
 ME2339  NGVD 29             244.92   (m)          803.5    (f) LEVELING    3  
 ME2339
 ME2339.Superseded values are not recommended for survey control.
 ME2339
 ME2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2339.See file dsdata.pdf to determine how the superseded data were derived.
 ME2339
 ME2339_MARKER: DS = TRIANGULATION STATION DISK
 ME2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2339_STAMPING: SULLIVAN 1920
 ME2339_MARK LOGO: CGS
 ME2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2339+STABILITY: SURFACE MOTION
 ME2339
 ME2339  HISTORY     - Date     Condition        Report By
 ME2339  HISTORY     - 1920     MONUMENTED       CGS
 ME2339  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2339
 ME2339                          STATION DESCRIPTION
 ME2339
 ME2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2339'ON THE W SIDE
 ME2339'OF THE TRACK,
 ME2339'1-1/4 MILES N OF PLYMOUTH, 190 YARDS S OF MILEPOST
 ME2339'T.H. 160, 190 YARDS NW OF THE
 ME2339'BOX FACTORY, 80 YARDS N OF THE BOX-
 ME2339'FACTORY SIDING, 1.425 METERS (4.67 FEET) W OF
 ME2339'THE W AND NEAREST
 ME2339'RAIL.  THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 ME2339'TABLETS SET
 ME2339'IN CONCRETE.  THE
 ME2339'REFERENCE MARK IS ON THE
 ME2339'OPPOSITE SIDE OF THE TRACK, 29.09 METERS
 ME2339'(95.44 FEET) FROM THE STATION S 38 DEG 44 MIN E.
 ME2339
 ME2339                          STATION RECOVERY (1987)
 ME2339
 ME2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0416 ***********************************************************************
 JA0416  DESIGNATION -  SULPHUR
 JA0416  PID         -  JA0416
 JA0416  STATE/COUNTY-  IN/CRAWFORD
 JA0416  COUNTRY     -  US
 JA0416  USGS QUAD   -  BEECHWOOD (2019)
 JA0416
 JA0416                         *CURRENT SURVEY CONTROL
 JA0416  ______________________________________________________________________
 JA0416* NAD 83(1997) POSITION- 38 13 33.10537(N) 086 28 07.74382(W)   ADJUSTED
 JA0416* NAVD 88 ORTHO HEIGHT -   222.261 (meters)      729.20  (feet) ADJUSTED
 JA0416  ______________________________________________________________________
 JA0416  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 JA0416  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 JA0416  DYNAMIC HEIGHT  -        222.105 (meters)      728.69  (feet) COMP
 JA0416  MODELED GRAVITY -    979,920.9   (mgal)                       NAVD 88
 JA0416
 JA0416  HORZ ORDER      -  SECOND
 JA0416  VERT ORDER      -  FIRST     CLASS II
 JA0416
 JA0416.The horizontal coordinates were established by classical geodetic methods
 JA0416.and adjusted by the National Geodetic Survey in May 1999.
 JA0416
 JA0416.The orthometric height was determined by differential leveling and
 JA0416.adjusted by the NATIONAL GEODETIC SURVEY
 JA0416.in June 1991.
 JA0416
 JA0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0416.GEOID18 height accuracy estimate available here.
 JA0416
 JA0416.Click photographs - Photos may exist for this station.
 JA0416
 JA0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0416
 JA0416.The dynamic height is computed by dividing the NAVD 88
 JA0416.geopotential number by the normal gravity value computed on the
 JA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0416.degrees latitude (g = 980.6199 gals.).
 JA0416
 JA0416.The modeled gravity was interpolated from observed gravity values.
 JA0416
 JA0416. The following values were computed from the NAD 83(1997) position.
 JA0416
 JA0416;                    North         East     Units Scale Factor Converg.
 JA0416;SPC IN W     -   330,742.174   953,806.907   MT  1.00000231   +0 22 48.9
 JA0416;SPC IN W     - 1,085,109.95  3,129,281.49   sFT  1.00000231   +0 22 48.9
 JA0416;UTM  16      - 4,231,008.783   546,493.144   MT  0.99962662   +0 19 43.3
 JA0416
 JA0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0416!SPC IN W     -   0.99997032  x   1.00000231  =   0.99997263
 JA0416!UTM  16      -   0.99997032  x   0.99962662  =   0.99959695
 JA0416
 JA0416:                Primary Azimuth Mark                     Grid Az
 JA0416:SPC IN W     -  SULPHUR AZ MK                            148 30 07.6
 JA0416:UTM  16      -  SULPHUR AZ MK                            148 33 13.2
 JA0416
 JA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4649331008(NAD 83)
 JA0416
 JA0416|---------------------------------------------------------------------|
 JA0416| PID    Reference Object                     Distance      Geod. Az  |
 JA0416|                                                           dddmmss.s |
 JA0416| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX.10.8 KM 1035518.8 |
 JA0416| CG9217 SULPHUR AZ MK                                      1485256.5 |
 JA0416| JA0417 SULPHUR RM 1                         22.246 METERS 16920     |
 JA0416| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.11.0 KM 1783910.0 |
 JA0416| JA0415 SULPHUR RM 2                         17.444 METERS 29146     |
 JA0416| JA1801 WEST FORK LOOKOUT TOWER             APPROX. 3.8 KM 3005210.6 |
 JA0416| JA0414 R 55                                222.594 METERS 31925     |
 JA0416|---------------------------------------------------------------------|
 JA0416
 JA0416                          SUPERSEDED SURVEY CONTROL
 JA0416
 JA0416  NAD 83(1993)-  38 13 33.10767(N)    086 28 07.74545(W) AD(       ) 2
 JA0416  NAD 83(1986)-  38 13 33.11145(N)    086 28 07.74860(W) AD(       ) 2
 JA0416  NAD 27      -  38 13 32.88500(N)    086 28 07.82100(W) AD(       ) 2
 JA0416  NGVD 29 (??/??/92)  222.380  (m)          729.59   (f) ADJ UNCH    1 2
 JA0416  NGVD 29             222.38   (m)          729.6    (f) LEVELING    3  
 JA0416
 JA0416.Superseded values are not recommended for survey control.
 JA0416
 JA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0416.See file dsdata.pdf to determine how the superseded data were derived.
 JA0416
 JA0416_MARKER: DS = TRIANGULATION STATION DISK
 JA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0416_STAMPING: SULPHUR 1946
 JA0416_MARK LOGO: CGS
 JA0416_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0416+STABILITY: SURFACE MOTION
 JA0416
 JA0416  HISTORY     - Date     Condition        Report By
 JA0416  HISTORY     - 1946     MONUMENTED       CGS
 JA0416  HISTORY     - 1965     GOOD             CGS
 JA0416  HISTORY     - 1965     GOOD             CGS
 JA0416  HISTORY     - 1965     GOOD             CGS
 JA0416  HISTORY     - 20100817 POOR             GEOCAC
 JA0416
 JA0416                          STATION DESCRIPTION
 JA0416
 JA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0416'STATION IS LOCATED ON THE NORTHEAST SIDE OF STATE HIGHWAY 62, 0.25
 JA0416'MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 37 AND 62 IN
 JA0416'SULPHUR.  IT IS 56.5 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 JA0416'HIGHWAY 62, 31 FEET NORTHEAST OF A FENCE, 18.5 FEET SOUTH OF A
 JA0416'10-INCH CEDAR TREE AND 4.0 FEET NORTH OF A WHITE WITNESS POST.  THE
 JA0416'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SULPHUR
 JA0416'1946.
 JA0416'
 JA0416'REFERENCE MARK NO. 1 IS 72.99 FEET SOUTH OF THE STATION.  IT IS 32.5
 JA0416'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE HIGHWAY AND ONE FOOT
 JA0416'NE OF THE FENCE. THE DISK IS STAMPED SULPHUR NO 1 1946 AND PROJECTS
 JA0416'ABOUT 4 INCHES.
 JA0416'
 JA0416'REFERENCE MARK NO. 2 IS 57.23 FEET WEST OF THE STATION.  IT IS 39
 JA0416'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD AND ONE FOOT
 JA0416'NORTHEAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 JA0416'DISK IS STAMPED SULPHUR NO 2 1946.
 JA0416'
 JA0416'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION ON THE NORTHEAST
 JA0416'SIDE OF HIGHWAY 62.  IT IS 30.5 FEET NORTHEAST OF THE APPROXIMATE
 JA0416'CENTER OF THE HIGHWAY, 2.5 FEET NORTH OF A WHITE WITNESS POST, AND
 JA0416'ONE FOOT NORTHEAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 JA0416'AND THE DISK IS STAMPED SULPHUR 1946.
 JA0416'
 JA0416'R 55 (USC AND GS) IS 730.25 FEET NORTHWEST OF THE STATION IN FRONT
 JA0416'OF A SMALL HOUSE ON STATE HIGHWAY 62 OPPOSITE THE JUNCTION OF STATE
 JA0416'HIGHWAY 66.  IT IS 53 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 JA0416'HOUSE, 54.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE
 JA0416'AND 44 FEET NORTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY 62.
 JA0416'THE MARK IS A 6 X 6 INCH CONCRETE POST WITH A STANDARD U.S.C. AND
 JA0416'G.S.  BENCHMARK DISK STAMPED R 55 1934 AND PROJECTS ABOUT 8
 JA0416'INCHES.
 JA0416'
 JA0416'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JA0416
 JA0416                          STATION RECOVERY (1965)
 JA0416
 JA0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0416'THE STATION MARK, STAMPED SULPHUR 1946, IS ABOUT 0.2 MILE EAST ALONG
 JA0416'STATE HIGHWAY 62 FROM THE POST OFFICE AT SULPHUR, IN SECTION 25,
 JA0416'T 3 S, R 1 W, 68 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0416'12 FEET EAST OF A 24-INCH CEDAR TREE, 31 FEET NORTHEAST OF A
 JA0416'FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JA0416'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0416'
 JA0416'RM 1, STAMPED SULPHUR NO 1 1946, IS 57 FEET NORTHWEST OF THE CENTER
 JA0416'LINE OF THE HIGHWAY, 73 FEET SOUTHEAST OF STATION SULPHUR 1946, 27
 JA0416'FEET NORTHWEST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 JA0416'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0416'CONCRETE POST PROJECTING 8 INCHES.
 JA0416'
 JA0416'RM 2, STAMPED SULPHUR NO 2 1946, IS 58 FEET WEST OF STATION SULPHUR,
 JA0416'40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3-1/2 FEET
 JA0416'NORTHEAST OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JA0416'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0416'
 JA0416'THE AZIMUTH MARK, STAMPED SULPHUR 1946, IS ABOUT 0.2 MILE EAST OF
 JA0416'STATION SULPHUR, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 31 FEET
 JA0416'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST OF A METAL
 JA0416'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 JA0416'IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES.
 JA0416
 JA0416                          STATION RECOVERY (1965)
 JA0416
 JA0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0416'0.2 MI E FROM SULPHUR.
 JA0416'0.2 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0416'SULPHUR, IN SECTION 25, T 3 S, R 1 W, 68 FEET NORTHEAST OF THE
 JA0416'CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A 24-INCH CEDAR TREE,
 JA0416'31 FEET NORTHEAST OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 JA0416'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0416'INCHES.
 JA0416
 JA0416                          STATION RECOVERY (1965)
 JA0416
 JA0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0416'RECOVERED IN GOOD CONDITION.
 JA0416
 JA0416                          STATION RECOVERY (2010)
 JA0416
 JA0416'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0416'THE STATION MARK AND TOP 6 INCHES OF THE CONCRETE SETTING WERE FOUND
 JA0416'REMOVED FROM THE ORIGINAL LOCATION AND A COUPLE FEET AWAY FROM A
 JA0416'FENCELINE OR APPROXIMATELY 28 FEET SOUTH OF THE REFERENCE LOCATION.
 JA0416'MARK SHOULD BE CONSIDERED DESTROYED.
 JA0416'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0418 ***********************************************************************
 JA0418  DESIGNATION -  SULPHUR AZ
 JA0418  PID         -  JA0418
 JA0418  STATE/COUNTY-  IN/CRAWFORD
 JA0418  COUNTRY     -  US
 JA0418  USGS QUAD   -  BEECHWOOD (2019)
 JA0418
 JA0418                         *CURRENT SURVEY CONTROL
 JA0418  ______________________________________________________________________
 JA0418* NAD 83(1986) POSITION- 38 13 22.     (N) 086 27 58.     (W)   SCALED
 JA0418* NAVD 88 ORTHO HEIGHT -   213.554 (meters)      700.64  (feet) ADJUSTED
 JA0418  ______________________________________________________________________
 JA0418  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JA0418  DYNAMIC HEIGHT  -        213.404 (meters)      700.14  (feet) COMP
 JA0418  MODELED GRAVITY -    979,921.3   (mgal)                       NAVD 88
 JA0418
 JA0418  VERT ORDER      -  FIRST     CLASS II
 JA0418
 JA0418.The horizontal coordinates were scaled from a map and have
 JA0418.an estimated accuracy of +/- 6 seconds.
 JA0418
 JA0418.The orthometric height was determined by differential leveling and
 JA0418.adjusted by the NATIONAL GEODETIC SURVEY
 JA0418.in June 1991.
 JA0418
 JA0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0418.GEOID18 height accuracy estimate available here.
 JA0418
 JA0418.Click photographs - Photos may exist for this station.
 JA0418
 JA0418.The dynamic height is computed by dividing the NAVD 88
 JA0418.geopotential number by the normal gravity value computed on the
 JA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0418.degrees latitude (g = 980.6199 gals.).
 JA0418
 JA0418.The modeled gravity was interpolated from observed gravity values.
 JA0418
 JA0418;                    North         East    Units  Estimated Accuracy
 JA0418;SPC IN W     -   330,400.      954,050.      MT  (+/- 180 meters Scaled)
 JA0418
 JA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH467306(NAD 83)
 JA0418
 JA0418                          SUPERSEDED SURVEY CONTROL
 JA0418
 JA0418  NGVD 29 (??/??/92)  213.671  (m)          701.02   (f) ADJ UNCH    1 2
 JA0418
 JA0418.Superseded values are not recommended for survey control.
 JA0418
 JA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0418.See file dsdata.pdf to determine how the superseded data were derived.
 JA0418
 JA0418_MARKER: DZ = AZIMUTH MARK DISK
 JA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0418_STAMPING: SULPHUR 1946
 JA0418_MARK LOGO: CGS
 JA0418_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0418+STABILITY: SURFACE MOTION
 JA0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0418+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2017
 JA0418
 JA0418  HISTORY     - Date     Condition        Report By
 JA0418  HISTORY     - 1946     MONUMENTED       CGS
 JA0418  HISTORY     - 1965     GOOD             CGS
 JA0418  HISTORY     - 1965     GOOD             CGS
 JA0418  HISTORY     - 20100817 GOOD             GEOCAC
 JA0418  HISTORY     - 20170916 GOOD             GEOCAC
 JA0418
 JA0418                          STATION DESCRIPTION
 JA0418
 JA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0418'0.4 MI E FROM SULPHUR.
 JA0418'0.4 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0418'SULPHUR, IN SECTION 25, T 3 S, R 1 W, ON THE OUTSIDE OF A CURVE
 JA0418'IN THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0418'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JA0418'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0418'PROJECTING 18 INCHES.
 JA0418
 JA0418                          STATION RECOVERY (1965)
 JA0418
 JA0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0418'RECOVERED IN GOOD CONDITION.
 JA0418
 JA0418                          STATION RECOVERY (2010)
 JA0418
 JA0418'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0418'RECOVERED IN GOOD CONDITION.
 JA0418
 JA0418                          STATION RECOVERY (2017)
 JA0418
 JA0418'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0417 ***********************************************************************
 JA0417  DESIGNATION -  SULPHUR RM 1
 JA0417  PID         -  JA0417
 JA0417  STATE/COUNTY-  IN/CRAWFORD
 JA0417  COUNTRY     -  US
 JA0417  USGS QUAD   -  BEECHWOOD (2019)
 JA0417
 JA0417                         *CURRENT SURVEY CONTROL
 JA0417  ______________________________________________________________________
 JA0417* NAD 83(1986) POSITION- 38 13 32.40   (N) 086 28 07.57   (W)   HD_HELD1
 JA0417* NAVD 88 ORTHO HEIGHT -   220.763 (meters)      724.29  (feet) ADJUSTED
 JA0417  ______________________________________________________________________
 JA0417  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 JA0417  DYNAMIC HEIGHT  -        220.608 (meters)      723.78  (feet) COMP
 JA0417  MODELED GRAVITY -    979,920.9   (mgal)                       NAVD 88
 JA0417
 JA0417  VERT ORDER      -  FIRST     CLASS II
 JA0417
 JA0417.The horizontal coordinates were determined by differentially corrected
 JA0417.hand held GPS observations or other comparable positioning techniques
 JA0417.and have an estimated accuracy of +/- 3 meters.
 JA0417
 JA0417.The orthometric height was determined by differential leveling and
 JA0417.adjusted by the NATIONAL GEODETIC SURVEY
 JA0417.in June 1991.
 JA0417
 JA0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0417.GEOID18 height accuracy estimate available here.
 JA0417
 JA0417.Click photographs - Photos may exist for this station.
 JA0417
 JA0417.The dynamic height is computed by dividing the NAVD 88
 JA0417.geopotential number by the normal gravity value computed on the
 JA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0417.degrees latitude (g = 980.6199 gals.).
 JA0417
 JA0417.The modeled gravity was interpolated from observed gravity values.
 JA0417
 JA0417;                    North         East    Units  Estimated Accuracy
 JA0417;SPC IN W     -   330,720.5     953,811.3     MT  (+/- 3 meters HH1 GPS) 
 JA0417
 JA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4649730987(NAD 83)
 JA0417
 JA0417                          SUPERSEDED SURVEY CONTROL
 JA0417
 JA0417  NGVD 29 (??/??/92)  220.881  (m)          724.67   (f) ADJ UNCH    1 2
 JA0417
 JA0417.Superseded values are not recommended for survey control.
 JA0417
 JA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0417.See file dsdata.pdf to determine how the superseded data were derived.
 JA0417
 JA0417_MARKER: DR = REFERENCE MARK DISK
 JA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0417_STAMPING: SULPHUR NO 1 1946
 JA0417_MARK LOGO: CGS
 JA0417_PROJECTION: PROJECTING 13 CENTIMETERS
 JA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0417+STABILITY: SURFACE MOTION
 JA0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0417+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2017
 JA0417
 JA0417  HISTORY     - Date     Condition        Report By
 JA0417  HISTORY     - 1946     MONUMENTED       CGS
 JA0417  HISTORY     - 1965     GOOD             CGS
 JA0417  HISTORY     - 1965     GOOD             CGS
 JA0417  HISTORY     - 20091223 GOOD             GEOCAC
 JA0417  HISTORY     - 20170930 GOOD             GEOCAC
 JA0417
 JA0417                          STATION DESCRIPTION
 JA0417
 JA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0417'0.2 MI E FROM SULPHUR.
 JA0417'0.2 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0417'SULPHUR, IN SECTION 25, T 3 S, R 1 W, 57 FEET NORTHWEST OF THE
 JA0417'CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHEAST OF STATION SULPHUR
 JA0417'1946, 27 FEET NORTHWEST OF A FENCE, 1 FOOT WEST OF A METAL
 JA0417'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JA0417'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0417
 JA0417                          STATION RECOVERY (1965)
 JA0417
 JA0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0417'RECOVERED IN GOOD CONDITION.
 JA0417
 JA0417                          STATION RECOVERY (2009)
 JA0417
 JA0417'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 JA0417'RECOVERED IN GOOD CONDITION.
 JA0417
 JA0417                          STATION RECOVERY (2017)
 JA0417
 JA0417'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0415 ***********************************************************************
 JA0415  DESIGNATION -  SULPHUR RM 2
 JA0415  PID         -  JA0415
 JA0415  STATE/COUNTY-  IN/CRAWFORD
 JA0415  COUNTRY     -  US
 JA0415  USGS QUAD   -  BEECHWOOD (2019)
 JA0415
 JA0415                         *CURRENT SURVEY CONTROL
 JA0415  ______________________________________________________________________
 JA0415* NAD 83(1986) POSITION- 38 13 33.32   (N) 086 28 08.41   (W)   HD_HELD1
 JA0415* NAVD 88 ORTHO HEIGHT -   221.095 (meters)      725.38  (feet) ADJUSTED
 JA0415  ______________________________________________________________________
 JA0415  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 JA0415  DYNAMIC HEIGHT  -        220.940 (meters)      724.87  (feet) COMP
 JA0415  MODELED GRAVITY -    979,920.9   (mgal)                       NAVD 88
 JA0415
 JA0415  VERT ORDER      -  FIRST     CLASS II
 JA0415
 JA0415.The horizontal coordinates were determined by differentially corrected
 JA0415.hand held GPS observations or other comparable positioning techniques
 JA0415.and have an estimated accuracy of +/- 3 meters.
 JA0415
 JA0415.The orthometric height was determined by differential leveling and
 JA0415.adjusted by the NATIONAL GEODETIC SURVEY
 JA0415.in June 1991.
 JA0415
 JA0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0415.GEOID18 height accuracy estimate available here.
 JA0415
 JA0415.Click photographs - Photos may exist for this station.
 JA0415
 JA0415.The dynamic height is computed by dividing the NAVD 88
 JA0415.geopotential number by the normal gravity value computed on the
 JA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0415.degrees latitude (g = 980.6199 gals.).
 JA0415
 JA0415.The modeled gravity was interpolated from observed gravity values.
 JA0415
 JA0415;                    North         East    Units  Estimated Accuracy
 JA0415;SPC IN W     -   330,748.7     953,790.7     MT  (+/- 3 meters HH1 GPS) 
 JA0415
 JA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4647631015(NAD 83)
 JA0415
 JA0415                          SUPERSEDED SURVEY CONTROL
 JA0415
 JA0415  NGVD 29 (??/??/92)  221.211  (m)          725.76   (f) ADJ UNCH    1 2
 JA0415
 JA0415.Superseded values are not recommended for survey control.
 JA0415
 JA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0415.See file dsdata.pdf to determine how the superseded data were derived.
 JA0415
 JA0415_MARKER: DR = REFERENCE MARK DISK
 JA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0415_STAMPING: SULPHUR NO 2 1946
 JA0415_MARK LOGO: CGS
 JA0415_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0415+STABILITY: SURFACE MOTION
 JA0415
 JA0415  HISTORY     - Date     Condition        Report By
 JA0415  HISTORY     - 1946     MONUMENTED       CGS
 JA0415  HISTORY     - 1965     GOOD             CGS
 JA0415  HISTORY     - 1965     GOOD             CGS
 JA0415
 JA0415                          STATION DESCRIPTION
 JA0415
 JA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0415'0.2 MI E FROM SULPHUR.
 JA0415'0.2 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0415'SULPHUR, IN SECTION 25, T 3 S, R 1 W, 40 FEET NORTHEAST OF THE
 JA0415'CENTER LINE OF THE HIGHWAY, 58 FEET WEST OF STATION SULPHUR
 JA0415'1946, 3 1/2 FEET NORTHEAST OF A FENCE, ABOUT 6 FEET ABOVE THE
 JA0415'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0415'PROJECTING 4 INCHES.
 JA0415
 JA0415                          STATION RECOVERY (1965)
 JA0415
 JA0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2049 ***********************************************************************
 KA2049  DESIGNATION -  SULPORT
 KA2049  PID         -  KA2049
 KA2049  STATE/COUNTY-  IN/SULLIVAN
 KA2049  COUNTRY     -  US
 KA2049  USGS QUAD   -  SULLIVAN (2019)
 KA2049
 KA2049                         *CURRENT SURVEY CONTROL
 KA2049  ______________________________________________________________________
 KA2049* NAD 83(1997) POSITION- 39 06 51.83713(N) 087 26 51.45530(W)   ADJUSTED
 KA2049* NAD 83(1997) ELLIP HT-   131.697 (meters)        (05/25/99)   ADJUSTED
 KA2049* NAVD 88 ORTHO HEIGHT -   163.8   (meters)      537.    (feet) VERTCON3
 KA2049  ______________________________________________________________________
 KA2049  GEOID HEIGHT    -        -32.229 (meters)                     GEOID18
 KA2049  NAD 83(1997) X  -    220,678.004 (meters)                     COMP
 KA2049  NAD 83(1997) Y  - -4,950,511.053 (meters)                     COMP
 KA2049  NAD 83(1997) Z  -  4,002,262.036 (meters)                     COMP
 KA2049  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 KA2049  HORZ ORDER      -  THIRD
 KA2049  ELLP ORDER      -  FOURTH    CLASS I
 KA2049
 KA2049.This mark is at Sullivan Airport (SIV)
 KA2049
 KA2049.The horizontal coordinates were established by GPS observations
 KA2049.and adjusted by the National Geodetic Survey in May 1999.
 KA2049
 KA2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2049
 KA2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2049.GEOID18 height accuracy estimate available here.
 KA2049
 KA2049.Click photographs - Photos may exist for this station.
 KA2049
 KA2049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2049
 KA2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2049
 KA2049.The ellipsoidal height was determined by GPS observations
 KA2049.and is referenced to NAD 83.
 KA2049
 KA2049. The following values were computed from the NAD 83(1997) position.
 KA2049
 KA2049;                    North         East     Units Scale Factor Converg.
 KA2049;SPC IN W     -   429,259.263   868,494.482   MT  0.99997888   -0 13 47.4
 KA2049;SPC IN W     - 1,408,328.10  2,849,385.65   sFT  0.99997888   -0 13 47.4
 KA2049;UTM  16      - 4,329,567.078   461,301.651   MT  0.99961844   -0 16 56.6
 KA2049
 KA2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2049!SPC IN W     -   0.99997934  x   0.99997888  =   0.99995822
 KA2049!UTM  16      -   0.99997934  x   0.99961844  =   0.99959779
 KA2049
 KA2049:                Primary Azimuth Mark                     Grid Az
 KA2049:SPC IN W     -  SULPORT AZ MK                            000 59 04.1
 KA2049:UTM  16      -  SULPORT AZ MK                            001 02 13.3
 KA2049
 KA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6130129567(NAD 83)
 KA2049
 KA2049|---------------------------------------------------------------------|
 KA2049| PID    Reference Object                     Distance      Geod. Az  |
 KA2049|                                                           dddmmss.s |
 KA2049| KA2050 SULPORT AZ MK                       461.552 METERS 0004516.7 |
 KA2049|---------------------------------------------------------------------|
 KA2049
 KA2049                          SUPERSEDED SURVEY CONTROL
 KA2049
 KA2049  NAD 83(1986)-  39 06 51.84372(N)    087 26 51.44851(W) AD(       ) 3
 KA2049  NGVD 29 (02/23/89)  163.9    (m)  RAPSU86  model used  GPS OBS        
 KA2049
 KA2049.Superseded values are not recommended for survey control.
 KA2049
 KA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2049.See file dsdata.pdf to determine how the superseded data were derived.
 KA2049
 KA2049_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2049_STAMPING: SULPORT 1986
 KA2049_MARK LOGO: NGS
 KA2049_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2049+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 KA2049
 KA2049  HISTORY     - Date     Condition        Report By
 KA2049  HISTORY     - 1988     MONUMENTED       NGS
 KA2049  HISTORY     - 19901019 GOOD             NGS
 KA2049  HISTORY     - 20060723 GOOD             AEROTE
 KA2049
 KA2049                          STATION DESCRIPTION
 KA2049
 KA2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2049'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) SOUTH OF TERRE HAUTE,
 KA2049'20.9 KM (13.00 MI) EAST OF THE INDIANA-ILLINOIS STATE LINE, 4.0 KM
 KA2049'(2.50 MI) NORHTWEST OF SULLIVAN AND AT THE SULLIVAN COUNTY AIRPORT.
 KA2049'OWNERSHIP--G.P.M. AVIATION, RT 4, BOX 302, SULLIVAN IN 47882, PHONE
 KA2049'812-268-6959.  AIRPORT MANAGER IS GREGORY L. MILLER.
 KA2049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41, 150 AND
 KA2049'STATE HIGHWAY 154 IN SULLIVAN, GO NORTH ON U.S. HIGHWAY 41 AND 150
 KA2049'FOR 1.3 KM (0.80 MI) TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR 1.9
 KA2049'KM (1.20 MI) TO STOP SIGN.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO
 KA2049'AIRPORT OFFICE.  FROM THE SOUTHEAST SIDE OF AIRPORT OFFICE, PASS
 KA2049'THROUGH GATE AND TURN RIGHT AND GO WEST ACROSS APRON FOR 0.08 KM
 KA2049'(0.05 MI) TO THE NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ALONG
 KA2049'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 KA2049'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---SULPORT
 KA2049'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2049'FLUSH WITH THE GROUND.  LOCATED 54.44 M (178.6 FT) NORTH-NORTHWEST
 KA2049'FROM THE NORTHWEST CORNER OF THE OFFICE, 9.14 M (30.0 FT) NORTH FROM
 KA2049'THE NORTH EDGE OF THE PAVED APRON, 7.93 M (26.0 FT) EAST FROM THE
 KA2049'CENTER OF THE TAXIWAY AND 0.61 M (2.0 FT) SOUTH-SOUTHEAST FROM A
 KA2049'METAL TAXIWAY MARKER AND A WITNESS POST.
 KA2049'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2049'DESCRIBED BY D.A. BOWLING.
 KA2049
 KA2049                          STATION RECOVERY (1990)
 KA2049
 KA2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA2049'NO DESCRIPTION AVAILABLE TO THIS PARTY.  STATION WAS FOUND BY
 KA2049'CONTACTING AIRPORT MANAGER ONLY.  AN UPDATED DESCRIPTION FOLLOWS.
 KA2049'STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) WEST-NORTHWEST OF SULLIVAN,
 KA2049'ABOUT 8 MI (12.9 KM) SOUTH-SOUTHEAST OF FAIRBANKS, NEAR THE NORTHWEST
 KA2049'CORNER OF THE SULLIVAN COUNTY AIRPORT OFFICE BUILDING.
 KA2049'OWNERSHIP-SULLIVAN COUNTY. AIRPORT MANAGER IS GREG MILLER,
 KA2049'PHONE-812-268-6959.
 KA2049'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUITE 154, 150E, 41S,
 KA2049'41N, AND 150W, LOCATED AT SULLIVAN, GO WEST ALONG STATE ROUTE 154 FOR
 KA2049'0.35 MI (0.56 KM) TO A ASPHALT ROAD (AIRPORT ROAD) ON THE RIGHT, THEN
 KA2049'GO RIGHT, NORTH, ALONG AIRPORT ROAD FOR 1.6 MI (2.6 KM) TO AIRPORT ON
 KA2049'THE LEFT, THEN GO LEFT, WEST, FOR 0.05 MI (0.08 KM) TO THE AIRPORT
 KA2049'OFFICE.  CAN DRIVE TO STATION THROUGH GATE SOUTH, THEN TO THE WEST
 KA2049'SIDE OF OFFICE AND THEN NORTH TO THE NORTH EDGE OF THE ASPHALT TIE
 KA2049'DOWN AREA AND THE STATION AS DESCRIBED.
 KA2049'STATION IS IN TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 KA2049'SURFACE.  IT IS 54.4 M (178.5 FT) NORTHWEST OF THE NORTHWEST CORNER
 KA2049'OF THE OFFICE BUILDING, 32.3 M (106.0 FT) NORTHWEST OF THE NORTHWEST
 KA2049'CORNER POST OF A CYCLONE FENCE, 22 M (72.2 FT) NORTHWEST OF THE
 KA2049'NORTHEAST CORNER OF THE ASPHALT TIE DOWN AREA, 8 M (26.2 FT) EAST OF
 KA2049'THE CENTERLINE OF A TAXIWAY, 0.61 M (2.00 FT) SOUTH OF A TAXI
 KA2049'REFLECTOR AND FIBERGLASS WITNESS POST.
 KA2049'DESCRIBED BY G.F.S.  NOTE-NOTIFY MANAGER OF WORK SCHEDULE.
 KA2049
 KA2049                          STATION RECOVERY (2006)
 KA2049
 KA2049'RECOVERY NOTE BY AEROTEC 2006 (CBL)
 KA2049'MARK IS UNDER HALF-SIZED MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2050 ***********************************************************************
 KA2050  DESIGNATION -  SULPORT AZ MK
 KA2050  PID         -  KA2050
 KA2050  STATE/COUNTY-  IN/SULLIVAN
 KA2050  COUNTRY     -  US
 KA2050  USGS QUAD   -  SULLIVAN (2019)
 KA2050
 KA2050                         *CURRENT SURVEY CONTROL
 KA2050  ______________________________________________________________________
 KA2050* NAD 83(1997) POSITION- 39 07 06.80269(N) 087 26 51.20225(W)   ADJUSTED
 KA2050* NAD 83(1997) ELLIP HT-   132.060 (meters)        (05/25/99)   ADJUSTED
 KA2050* NAVD 88 ORTHO HEIGHT -   164.2   (meters)      539.    (feet) VERTCON3
 KA2050  ______________________________________________________________________
 KA2050  GEOID HEIGHT    -        -32.232 (meters)                     GEOID18
 KA2050  NAD 83(1997) X  -    220,671.123 (meters)                     COMP
 KA2050  NAD 83(1997) Y  - -4,950,220.179 (meters)                     COMP
 KA2050  NAD 83(1997) Z  -  4,002,620.343 (meters)                     COMP
 KA2050  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 KA2050  HORZ ORDER      -  THIRD
 KA2050  ELLP ORDER      -  FOURTH    CLASS I
 KA2050
 KA2050.This mark is at Sullivan Airport (SIV)
 KA2050
 KA2050.The horizontal coordinates were established by GPS observations
 KA2050.and adjusted by the National Geodetic Survey in May 1999.
 KA2050
 KA2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2050
 KA2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2050.GEOID18 height accuracy estimate available here.
 KA2050
 KA2050.Click photographs - Photos may exist for this station.
 KA2050
 KA2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2050
 KA2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2050
 KA2050.The ellipsoidal height was determined by GPS observations
 KA2050.and is referenced to NAD 83.
 KA2050
 KA2050. The following values were computed from the NAD 83(1997) position.
 KA2050
 KA2050;                    North         East     Units Scale Factor Converg.
 KA2050;SPC IN W     -   429,720.737   868,502.412   MT  0.99997888   -0 13 47.3
 KA2050;SPC IN W     - 1,409,842.12  2,849,411.66   sFT  0.99997888   -0 13 47.3
 KA2050;UTM  16      - 4,330,028.378   461,310.002   MT  0.99961843   -0 16 56.6
 KA2050
 KA2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2050!SPC IN W     -   0.99997928  x   0.99997888  =   0.99995816
 KA2050!UTM  16      -   0.99997928  x   0.99961843  =   0.99959772
 KA2050
 KA2050:                Primary Azimuth Mark                     Grid Az
 KA2050:SPC IN W     -  SULPORT                                  180 59 04.2
 KA2050:UTM  16      -  SULPORT                                  181 02 13.5
 KA2050
 KA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6131030028(NAD 83)
 KA2050
 KA2050|---------------------------------------------------------------------|
 KA2050| PID    Reference Object                     Distance      Geod. Az  |
 KA2050|                                                           dddmmss.s |
 KA2050| KA2049 SULPORT                             461.552 METERS 1804516.9 |
 KA2050|---------------------------------------------------------------------|
 KA2050
 KA2050                          SUPERSEDED SURVEY CONTROL
 KA2050
 KA2050  NAD 83(1986)-  39 07 06.80929(N)    087 26 51.19545(W) AD(       ) 3
 KA2050  NAD 27      -  39 07 06.66088(N)    087 26 51.12161(W) AD(       ) 3
 KA2050  NGVD 29 (02/23/89)  164.3    (m)  RAPSU86  model used  GPS OBS        
 KA2050
 KA2050.Superseded values are not recommended for survey control.
 KA2050
 KA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2050.See file dsdata.pdf to determine how the superseded data were derived.
 KA2050
 KA2050_MARKER: DZ = AZIMUTH MARK DISK
 KA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2050_STAMPING: SULPORT 1986
 KA2050_MARK LOGO: NGS
 KA2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2050+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KA2050
 KA2050  HISTORY     - Date     Condition        Report By
 KA2050  HISTORY     - 1988     MONUMENTED       NGS
 KA2050
 KA2050                          STATION DESCRIPTION
 KA2050
 KA2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KA2050'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) SOUTH OF TERRE HAUTE,
 KA2050'20.9 KM (13.00 MI) EAST OF THE INDIANA-ILLINOIS STATE LINE, 4.0 KM
 KA2050'(2.50 MI) NORHTWEST OF SULLIVAN AND AT THE SULLIVAN COUNTY AIRPORT.
 KA2050'OWNERSHIP--G.P.M. AVIATION, RT 4, BOX 302, SULLIVAN IN 47882, PHONE
 KA2050'812-268-6959.  AIRPORT MANAGER IS GREGORY L. MILLER.
 KA2050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41, 150 AND
 KA2050'STATE HIGHWAY 154 IN SULLIVAN, GO NORTH ON U.S. HIGHWAY 41 AND 150
 KA2050'FOR 1.3 KM (0.80 MI) TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR 1.9
 KA2050'KM (1.20 MI) TO STOP SIGN.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO
 KA2050'AIRPORT OFFICE.  FROM THE SOUTHEAST SIDE OF AIRPORT OFFICE, PASS
 KA2050'THROUGH GATE AND TURN RIGHT AND GO WEST ACROSS APRON FOR 0.08 KM
 KA2050'(0.05 MI) TO THE NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ALONG
 KA2050'TAXIWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 KA2050'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SULPORT
 KA2050'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 KA2050'FLUSH WITH THE GROUND.  LOCATED 8.53 M (28.0 FT) EAST FROM THE CENTER
 KA2050'OF THE TAXIWAY AND 0.76 M (2.5 FT) EAST OF A METAL TAXIWAY MARKER AND
 KA2050'A WITNESS POST.
 KA2050'GPS SURVEY, FAA AIRPORTS, INDIANA.
 KA2050'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2282 ***********************************************************************
 ME2282  DESIGNATION -  SUMMIT
 ME2282  PID         -  ME2282
 ME2282  STATE/COUNTY-  IN/MARSHALL
 ME2282  COUNTRY     -  US
 ME2282  USGS QUAD   -  MENTONE (2019)
 ME2282
 ME2282                         *CURRENT SURVEY CONTROL
 ME2282  ______________________________________________________________________
 ME2282* NAD 83(1997) POSITION- 41 14 44.05046(N) 086 05 03.55614(W)   ADJUSTED
 ME2282* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 ME2282  ______________________________________________________________________
 ME2282  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 ME2282  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 ME2282  HORZ ORDER      -  THIRD
 ME2282
 ME2282.The horizontal coordinates were established by classical geodetic methods
 ME2282.and adjusted by the National Geodetic Survey in May 1999.
 ME2282
 ME2282.The orthometric height was scaled from a topographic map.
 ME2282
 ME2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2282.GEOID18 height accuracy estimate available here.
 ME2282
 ME2282.Click photographs - Photos may exist for this station.
 ME2282
 ME2282.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2282
 ME2282. The following values were computed from the NAD 83(1997) position.
 ME2282
 ME2282;                    North         East     Units Scale Factor Converg.
 ME2282;SPC IN E     -   665,913.452    64,992.433   MT  0.99998174   -0 16 31.3
 ME2282;SPC IN E     - 2,184,751.05    213,229.34   sFT  0.99998174   -0 16 31.3
 ME2282;UTM  16      - 4,566,422.415   576,723.893   MT  0.99967244   +0 36 13.4
 ME2282
 ME2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2282!SPC IN E     -   0.99996484  x   0.99998174  =   0.99994658
 ME2282!UTM  16      -   0.99996484  x   0.99967244  =   0.99963729
 ME2282
 ME2282:                Primary Azimuth Mark                     Grid Az
 ME2282:SPC IN E     -  SUMMIT AZ MK                             179 17 23.3
 ME2282:UTM  16      -  SUMMIT AZ MK                             178 24 38.6
 ME2282
 ME2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7672366422(NAD 83)
 ME2282
 ME2282|---------------------------------------------------------------------|
 ME2282| PID    Reference Object                     Distance      Geod. Az  |
 ME2282|                                                           dddmmss.s |
 ME2282| CM4659 SUMMIT RM 1                          22.985 METERS 11358     |
 ME2282| CM4660 SUMMIT RM 2                          10.066 METERS 17439     |
 ME2282| CM4658 SUMMIT AZ MK                                       1790052.0 |
 ME2282|---------------------------------------------------------------------|
 ME2282
 ME2282                          SUPERSEDED SURVEY CONTROL
 ME2282
 ME2282  NAD 83(1986)-  41 14 44.05502(N)    086 05 03.56554(W) AD(       ) 3
 ME2282  NAD 27      -  41 14 43.89980(N)    086 05 03.56520(W) AD(       ) 3
 ME2282
 ME2282.Superseded values are not recommended for survey control.
 ME2282
 ME2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2282.See file dsdata.pdf to determine how the superseded data were derived.
 ME2282
 ME2282_MARKER: DS = TRIANGULATION STATION DISK
 ME2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2282_STAMPING: SUMMIT 1952
 ME2282_MARK LOGO: CGS
 ME2282_PROJECTION: FLUSH
 ME2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2282+STABILITY: SURFACE MOTION
 ME2282
 ME2282  HISTORY     - Date     Condition        Report By
 ME2282  HISTORY     - 1952     MONUMENTED       CGS
 ME2282  HISTORY     - 1975     GOOD             NGS
 ME2282  HISTORY     - 1984     GOOD             USPSQD
 ME2282  HISTORY     - 19881113 GOOD             USPSQD
 ME2282
 ME2282                          STATION DESCRIPTION
 ME2282
 ME2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2282'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF BOURBON, ABOUT 3 MILES
 ME2282'SOUTHWEST OF ETNA GREEN ON PROPERTY OWNED BY RIVAL FITES.  IT IS 93
 ME2282'FEET EAST OF THE SOUTHEAST CORNER OF A FRAME BUILDING, 77 FEET NORTH
 ME2282'OF THE INTERSECTION OF STATE HIGHWAY 10 AND A PAVED ROAD SOUTH, 76
 ME2282'FEET SOUTHEAST OF HENRY C.K.  JORDANS HEADSTONE, 9 FEET SOUTHEAST OFA
 ME2282'24 INCH CHERRY TREE AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH
 ME2282'AND THE DISK IS STAMPED SUMMIT 1952.
 ME2282'
 ME2282'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 ME2282'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2282'IS STAMPED SUMMIT NO 1 1952.
 ME2282'
 ME2282'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE INTERSECTION OF THE
 ME2282'HIGHWAY AND THE PAVED ROAD SOUTH, 1 FOOT WEST OF A POWERLINE POLE AND
 ME2282'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2282'IS STAMPED SUMMIT NO 2 1952.
 ME2282'
 ME2282'AZIMUTH MARK IS 27 FEET NORTH OF A POWERLINE POLE, 15 FEET EAST OF THE
 ME2282'CENTER OF A PAVED ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK
 ME2282'PROJECTS 10 INCHES AND THE DISK IS STAMPED SUMMIT 1952.
 ME2282'
 ME2282'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2282'HIGHWAY 331 IN BOURBON, GO SOUTH ON STATE HIGHWAY 331 FOR 3.4 MILES TO
 ME2282'THE JUNCTION OF STATE HIGHWAY 10, TURN LEFT ON STATE HIGHWAY 10 AND GO
 ME2282'EAST FOR 1.6 MILE TO THE SUMMIT CHAPEL ON THE RIGHT, CEMETERY ON THE
 ME2282'LEFT, A PAVED ROAD SOUTH AND THE STATION ON THE LEFT AS DESCRIBED,
 ME2282'TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 ME2282'ON THE LEFT.
 ME2282'
 ME2282'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2282
 ME2282                          STATION RECOVERY (1975)
 ME2282
 ME2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2282'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 ME2282'RECOVERED IN GOOD CONDITION.  THE DISTANCE CHECKED, BUT THE DIRECTION
 ME2282'BETWEEN THE REFERENCE MARKS WERE LESS BY 4 MINUTES AND 18 SECONDS.  IT
 ME2282'IS 93 FEET EAST OF THE SOUTHEAST CORNER OF THE CHAPEL BUILDING, 74
 ME2282'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 33 FEET NORTH OF A
 ME2282'POWER POLE, 9 FEET SOUTHEAST OF A 30 INCH WILD CHERRY TREE AND 3 FEET
 ME2282'EAST OF A FENCELINE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 ME2282'STAMPED SUMMIT 1952.
 ME2282'
 ME2282'TO REACH THE STATION FROM OLD HIGHWAY 30 AND STATE HIGHWAY 331 IN
 ME2282'BOURBON, GO SOUTH ON STATE HIGHWAY 331 FOR 3.4 MILES TO THE JUNCTION
 ME2282'OF STATE HIGHWAY 10.  TURN LEFT AND GO EAST ON HIGHWAY 10 FOR 1.6
 ME2282'MILES TO SUMMIT OF HILL AND STATION AS DESCRIBED.
 ME2282'
 ME2282'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTERLINE OF STATE
 ME2282'HIGHWAY 10, 1 FOOT NORTH OF A FENCELINE AND ABOUT A FOOT LOWER THAN
 ME2282'THE STATION.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2282'SUMMIT NO 1 1952.
 ME2282'
 ME2282'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE CENTERLINE OF THE
 ME2282'HIGHWAY, 6 FEET EAST OF A CORNER FENCE POST AND 1 FOOT WEST OF A POWER
 ME2282'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SUMMIT
 ME2282'NO 2 1952.
 ME2282'
 ME2282'THE AZIMUTH MARK IS 27 FEET NORTH OF A POWER POLE, 16 FEET EAST OF THE
 ME2282'CENTERLINE OF BIRCH ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MONUMENT
 ME2282'PROJECTS 8 INCHES AND THE DISK IS STAMPED SUMMIT 1952.
 ME2282'
 ME2282'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON BIRCH ROAD FOR
 ME2282'0.6 MILE AND THE MARK AS DESCRIBED.
 ME2282'
 ME2282'NOTE-THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.  THE AZIMUTH
 ME2282'MARK IS OBSTRUCTED BY A LINE OF TREES.
 ME2282'
 ME2282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF
 ME2282'BOURBON.
 ME2282
 ME2282                          STATION RECOVERY (1984)
 ME2282
 ME2282'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2282'SUMMIT 1952 FOUND GOOD.  RECOVERED AS DESCRIBED.  SUMMIT NO 1 1952
 ME2282'FOUND GOOD.  RECOVERED AS DESCRIBED.  SUMMIT NO 2 1952 FOUND GOOD.
 ME2282'RECOVERED AS DESCRIBED.  SUMMIT 1952 AZ MK FOUND GOOD.  ADDITIONAL
 ME2282'INFORMATION--MARK IS ABOUT 0.6 MILE SOUTH OF STATE ROAD 10 ON BIRCH
 ME2282'ROAD, 27 FEET NORTH OF THE ELEVENTH POWER LINE POLE SOUTH OF STATE
 ME2282'ROAD 10, ABOUT 220 YARDS SOUTH OF A VERTICAL IRON RAIL GATE POST (THE
 ME2282'NORTH ONE OF TWO), 15 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT
 ME2282'WEST OF A FENCE LINE.
 ME2282
 ME2282                          STATION RECOVERY (1988)
 ME2282
 ME2282'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME2282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1483 ***********************************************************************
 MD1483  DESIGNATION -  SUMMIT
 MD1483  PID         -  MD1483
 MD1483  STATE/COUNTY-  IN/DE KALB
 MD1483  COUNTRY     -  US
 MD1483  USGS QUAD   -  ASHLEY (2019)
 MD1483
 MD1483                         *CURRENT SURVEY CONTROL
 MD1483  ______________________________________________________________________
 MD1483* NAD 83(1997) POSITION- 41 30 48.21824(N) 085 00 33.31129(W)   ADJUSTED
 MD1483* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 MD1483  ______________________________________________________________________
 MD1483  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 MD1483  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 MD1483  HORZ ORDER      -  THIRD
 MD1483
 MD1483.The horizontal coordinates were established by classical geodetic methods
 MD1483.and adjusted by the National Geodetic Survey in May 1999.
 MD1483
 MD1483.The orthometric height was scaled from a topographic map.
 MD1483
 MD1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1483.GEOID18 height accuracy estimate available here.
 MD1483
 MD1483.Click photographs - Photos may exist for this station.
 MD1483
 MD1483.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1483
 MD1483. The following values were computed from the NAD 83(1997) position.
 MD1483
 MD1483;                    North         East     Units Scale Factor Converg.
 MD1483;SPC IN E     -   695,781.929   154,878.519   MT  1.00000371   +0 26 08.7
 MD1483;SPC IN E     - 2,282,744.55    508,130.61   sFT  1.00000371   +0 26 08.7
 MD1483;UTM  16      - 4,597,664.435   666,123.132   MT  0.99993962   +1 19 11.1
 MD1483
 MD1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1483!SPC IN E     -   0.99995771  x   1.00000371  =   0.99996142
 MD1483!UTM  16      -   0.99995771  x   0.99993962  =   0.99989733
 MD1483
 MD1483:                Primary Azimuth Mark                     Grid Az
 MD1483:SPC IN E     -  SUMMIT AZ MK                             088 57 50.0
 MD1483:UTM  16      -  SUMMIT AZ MK                             088 04 47.6
 MD1483
 MD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6612397664(NAD 83)
 MD1483
 MD1483|---------------------------------------------------------------------|
 MD1483| PID    Reference Object                     Distance      Geod. Az  |
 MD1483|                                                           dddmmss.s |
 MD1483| CF2742 SUMMIT RM 1                          23.835 METERS 00346     |
 MD1483| CF2741 SUMMIT AZ MK                                       0892358.7 |
 MD1483| CF2743 SUMMIT RM 2                          25.756 METERS 25222     |
 MD1483|---------------------------------------------------------------------|
 MD1483
 MD1483                          SUPERSEDED SURVEY CONTROL
 MD1483
 MD1483  NAD 83(1995)-  41 30 48.21807(N)    085 00 33.31288(W) AD(       ) 3
 MD1483  NAD 83(1994)-  41 30 48.21736(N)    085 00 33.32248(W) AD(       ) 3
 MD1483  NAD 83(1986)-  41 30 48.21914(N)    085 00 33.32455(W) AD(       ) 3
 MD1483  NAD 27      -  41 30 48.03500(N)    085 00 33.45080(W) AD(       ) 3
 MD1483
 MD1483.Superseded values are not recommended for survey control.
 MD1483
 MD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1483.See file dsdata.pdf to determine how the superseded data were derived.
 MD1483
 MD1483_MARKER: DS = TRIANGULATION STATION DISK
 MD1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1483_STAMPING: SUMMIT 1946
 MD1483_MARK LOGO: CGS
 MD1483_PROJECTION: PROJECTING 15 CENTIMETERS
 MD1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1483+STABILITY: SURFACE MOTION
 MD1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1483+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2018
 MD1483
 MD1483  HISTORY     - Date     Condition        Report By
 MD1483  HISTORY     - 1946     MONUMENTED       CGS
 MD1483  HISTORY     - 1960     GOOD             CGS
 MD1483  HISTORY     - 20180212 GOOD             INDOT
 MD1483
 MD1483                          STATION DESCRIPTION
 MD1483
 MD1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1483'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF WATERLOO AND 9-1/2
 MD1483'MILES SOUTH OF ANGOLA ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 27.  IT
 MD1483'IS 47 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY NO.  27, 26 FEET
 MD1483'NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND 4 FEET SOUTHWEST OF A
 MD1483'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 MD1483'STAMPED SUMMIT 1946.
 MD1483'
 MD1483'REFERENCE MARK NO. 1 IS 78.20 FEET NORTH OF THE STATION, 40 FEET WEST
 MD1483'OF THE CENTERLINE OF U.S. HIGHWAY NO. 27 AND 1 FOOT WEST OF A
 MD1483'NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1483'DISK IS STAMPED SUMMIT NO 1 1946.
 MD1483'
 MD1483'REFERENCE MARK NO. 2 IS 84.50 FEET SOUTHWEST OF THE STATION, 21 FEET
 MD1483'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 7 FEET WEST OF
 MD1483'POWER LINE POLE NO. 467/991 AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 MD1483'LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SUMMIT
 MD1483'NO 2 1946.
 MD1483'
 MD1483'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 19 FEET NORTH OF THE
 MD1483'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 3 FEET SOUTH OF AN EAST-WEST
 MD1483'FENCE LINE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 MD1483'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SUMMIT 1946.
 MD1483'
 MD1483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 6 AND
 MD1483'U.S. HIGHWAY NO. 27 IN WATERLOO, GO NORTH ON U.S. HIGHWAY NO. 27 FOR
 MD1483'6.0 MILES TO A GRAVEL CROSSROAD AND THE STATION IN THE NORTHWEST
 MD1483'ANGLE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A GRAVEL
 MD1483'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1483'
 MD1483'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1483
 MD1483                          STATION RECOVERY (1960)
 MD1483
 MD1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1483'ABOUT 6.0 MILES N ON NO. 27 U.S. HWY. FROM ITS JUNCTION WITH NO. 6
 MD1483'U.S. HWY. IN WATERLOO, 4.3 MILES S FROM JUNCTION WITH NO. 727 INDIANA
 MD1483'HWY. IN PLEASANT LAKE, 0.6 MILE E OF OLD ABANDONED R.R. STATION OF
 MD1483'SUMMIT, AT BARKERS CHAPEL CHURCH AND CEMETERY, 47 FEET W OF CENTER
 MD1483'LINE OF THE HWY., 3.1 FEET HIGHER THAN SAME, 42 FEET N OF CENTER LINE
 MD1483'OF NO.  4 COUNTY ROAD, 2.2 FEET SW OF STEEL WITNESS POST, AND 1 FOOT
 MD1483'SE OF FENCE.
 MD1483'
 MD1483'REFERENCE STAMPED SUMMIT NO 1 1946, NOTE 11A, FLUSH, IS 78.18 FEET OR
 MD1483'23.829 METERS N IN AZIMUTH 183 DEG. 46 MIN. FROM STATION, 117 FEET N
 MD1483'OF CENTER LINE OF COUNTY ROAD, 40 FEET W CENTER LINE OF HWY., AND 1
 MD1483'FOOT W OF FENCE.
 MD1483'
 MD1483'REFERENCE STAMPED SUMMIT NO 2 1946, NOTE 11A, FLUSH, IS 84.43 FEET OR
 MD1483'25.734 METERS WSW IN AZIMUTH 72 DEG. 22 MIN. FROM STATION, 128 FEET W
 MD1483'OF CENTER LINE OF HWY., 21 FEET N OF CENTER LINE OF ASPHALT COUNTY
 MD1483'ROAD, AND 0.5 FOOT S OF FENCE.
 MD1483'
 MD1483'AZIMUTH STAMPED SUMMIT 1946, NOTE 16A, FLUSH, IS ABOUT 0.3 MILE E OF
 MD1483'THE STATION, 46 FEET W OF PROJECTED PLANE OF W WALL OF HOUSE THAT IS
 MD1483'ON CREST OF RIDGE, 27 FEET W OF CENTER LINE OF LANE, 19 FEET N OF
 MD1483'CENTER LINE OF ASPHALT ROAD, 0.5 FOOT HIGHER THAN SAME, 5 FEET S OF
 MD1483'FENCE, AND 1.5 FEET W OF STEEL WITNESS POST.
 MD1483
 MD1483                          STATION RECOVERY (2018)
 MD1483
 MD1483'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1483'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1956 ***********************************************************************
 JA1956  DESIGNATION -  SUMMIT
 JA1956  PID         -  JA1956
 JA1956  STATE/COUNTY-  IN/KNOX
 JA1956  COUNTRY     -  US
 JA1956  USGS QUAD   -  BICKNELL (2019)
 JA1956
 JA1956                         *CURRENT SURVEY CONTROL
 JA1956  ______________________________________________________________________
 JA1956* NAD 83(1997) POSITION- 38 45 42.58228(N) 087 22 15.16642(W)   ADJUSTED
 JA1956* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 JA1956  ______________________________________________________________________
 JA1956  GEOID HEIGHT    -        -32.062 (meters)                     GEOID18
 JA1956  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 JA1956  HORZ ORDER      -  FIRST
 JA1956
 JA1956.The horizontal coordinates were established by classical geodetic methods
 JA1956.and adjusted by the National Geodetic Survey in May 1999.
 JA1956
 JA1956.The orthometric height was scaled from a topographic map.
 JA1956
 JA1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1956.GEOID18 height accuracy estimate available here.
 JA1956
 JA1956.Click photographs - Photos may exist for this station.
 JA1956
 JA1956.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1956
 JA1956. The following values were computed from the NAD 83(1997) position.
 JA1956
 JA1956;                    North         East     Units Scale Factor Converg.
 JA1956;SPC IN W     -   390,096.244   875,008.422   MT  0.99997435   -0 10 48.1
 JA1956;SPC IN W     - 1,279,840.76  2,870,756.80   sFT  0.99997435   -0 10 48.1
 JA1956;UTM  16      - 4,290,412.261   467,777.451   MT  0.99961279   -0 13 55.9
 JA1956
 JA1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1956!SPC IN W     -   0.99997540  x   0.99997435  =   0.99994975
 JA1956!UTM  16      -   0.99997540  x   0.99961279  =   0.99958820
 JA1956
 JA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6777790412(NAD 83)
 JA1956
 JA1956                          SUPERSEDED SURVEY CONTROL
 JA1956
 JA1956  NAD 83(1986)-  38 45 42.59039(N)    087 22 15.16446(W) AD(       ) 1
 JA1956  NAD 27      -  38 45 42.41900(N)    087 22 15.10400(W) AD(       ) 1
 JA1956  USSD        -  38 45 42.53800(N)    087 22 14.95600(W) AD(       ) 3
 JA1956
 JA1956.Superseded values are not recommended for survey control.
 JA1956
 JA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1956.See file dsdata.pdf to determine how the superseded data were derived.
 JA1956
 JA1956_MARKER: X = CHISELED CROSS
 JA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1956+STABILITY: SURFACE MOTION
 JA1956
 JA1956  HISTORY     - Date     Condition        Report By
 JA1956  HISTORY     - 1884     MONUMENTED       CGS
 JA1956  HISTORY     - 1935     MARK NOT FOUND   CGS
 JA1956
 JA1956                          STATION DESCRIPTION
 JA1956
 JA1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (GAF)
 JA1956'ABOUT 2.5 MILES FROM BRUCEVILLE, ON THE NORTHWEST SIDE OF THE ROAD
 JA1956'FROM THAT PLACE OPPOSITE THE POINT WHERE THE ROAD TO BICKNELL BRANCHES
 JA1956'TO THE SOUTHEAST.  THE STATION IS IN WASHINGTON TOWNSHIP IN PLAT 122
 JA1956'NEAR THE SOUTHERN END OF A LARGE FIELD OWNER BY PETER FOX WHO LIVES
 JA1956'SOUTHEAST OF THE STATION ON THE SOUTHWEST SIDE OF THE BICKNELL ROAD.
 JA1956'
 JA1956'THIS IS A SCHOOLHOUSE AT THE JUNCTION OF THE TWO ROADS AND ITS
 JA1956'NORTHWEST CORNER IS 91.4 METERS S 68 DEG 30 MIN E FROM THE STATION.
 JA1956'THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES
 JA1956'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U S C AND G S.
 JA1956'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH THE EDGES ABOUT 6
 JA1956'INCHES LONG MARKED WITH THE RAISED LETTERS U S C S.
 JA1956'
 JA1956'THE THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30
 JA1956'INCHES LONG.  THE REFERENCE MARKS ARE JUST INSIDE THE FENCE LINE ON
 JA1956'THE NORTH SIDE OF THE BRUCEVILLE ROAD AT THE FOLLOWING DISTANCES AND
 JA1956'MAGNETIC BEARINGS FROM THE STATION-79.74 METERS S 68 DEG 30 MIN E,
 JA1956'49.28 METERS S 12 DEG 52 MIN E, AND 52.8 METERS S 42 DEG W.  THERE IS
 JA1956'A LONE BLACK WALNUT TREE 27.4 METERS N 85 DEG W OF THE STATION AND A
 JA1956'SIMILAR TREE ON A GREENS LAND 71.6 METERS N 70 DEG E.  THE NORTHWEST
 JA1956'CORNER OF A HOUSE IN RUINS ON THE OPPOSITE SIDE OF THE ROAD IS 83.8
 JA1956'METERS S 47 DEG W FROM THE STATION.
 JA1956
 JA1956                          STATION RECOVERY (1935)
 JA1956
 JA1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 JA1956'THE SCHOOLHOUSE IS THE ONLY REFERENCE POINT REMAINING AND THE
 JA1956'DISTANCES AND BEARING FROM THIS REFERENCE DO NO SEEM TO BE IN HARMONY
 JA1956'WITH THE NATURAL CONDITIONS EXISTING, AND WHICH I AM ASSURED HAVE
 JA1956'REMAINED UNCHANGED.  MADE EVERY EFFORT TO RECONSTRUCT THE LOCATION
 JA1956'FROM INFORMATION AND THROUGH QUESTION OF LOCAL RESIDENTS AND FIND THIS
 JA1956'STATION HAS BEEN COVERED BY THE PAVEMENT OF STATE HIGHWAY 67.
 JA1956'
 JA1956'A NEW STATION SUMMIT 2 HAS BEEN ESTABLISHED ABOUT 75 YARDS
 JA1956'NORTHEASTERLY AND IS MARKED WITH THE METAL DISKS.  THIS IS AT A CURVE
 JA1956'IN STATE HIGHWAY 67, 2.2 MILES EAST OF BRUCEVILLE.  EIGHT HOURS TIME
 JA1956'SPENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2346 ***********************************************************************
 HZ2346  DESIGNATION -  SUMMIT 1886
 HZ2346  PID         -  HZ2346
 HZ2346  STATE/COUNTY-  IN/CLARK
 HZ2346  COUNTRY     -  US
 HZ2346  USGS QUAD   -  HENRYVILLE (2019)
 HZ2346
 HZ2346                         *CURRENT SURVEY CONTROL
 HZ2346  ______________________________________________________________________
 HZ2346* NAD 83(1997) POSITION- 38 34 15.92056(N) 085 48 06.50057(W)   ADJUSTED
 HZ2346* NAVD 88 ORTHO HEIGHT -   295.    (meters)      968.    (feet) SCALED
 HZ2346  ______________________________________________________________________
 HZ2346  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 HZ2346  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 HZ2346  HORZ ORDER      -  FIRST
 HZ2346
 HZ2346.The horizontal coordinates were established by classical geodetic methods
 HZ2346.and adjusted by the National Geodetic Survey in May 1999.
 HZ2346
 HZ2346.The orthometric height was scaled from a topographic map.
 HZ2346
 HZ2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2346.GEOID18 height accuracy estimate available here.
 HZ2346
 HZ2346.Click photographs - Photos may exist for this station.
 HZ2346
 HZ2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2346
 HZ2346. The following values were computed from the NAD 83(1997) position.
 HZ2346
 HZ2346;                    North         East     Units Scale Factor Converg.
 HZ2346;SPC IN E     -   368,892.535    88,223.433   MT  0.99996837   -0 05 03.3
 HZ2346;SPC IN E     - 1,210,274.93    289,446.38   sFT  0.99996837   -0 05 03.3
 HZ2346;UTM  16      - 4,269,862.159   604,378.934   MT  0.99973417   +0 44 49.6
 HZ2346
 HZ2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2346!SPC IN E     -   0.99995901  x   0.99996837  =   0.99992738
 HZ2346!UTM  16      -   0.99995901  x   0.99973417  =   0.99969319
 HZ2346
 HZ2346:                Primary Azimuth Mark                     Grid Az
 HZ2346:SPC IN E     -  JACKSON                                  219 43 34.8
 HZ2346:UTM  16      -  JACKSON                                  218 53 41.9
 HZ2346
 HZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0437869862(NAD 83)
 HZ2346
 HZ2346|---------------------------------------------------------------------|
 HZ2346| PID    Reference Object                     Distance      Geod. Az  |
 HZ2346|                                                           dddmmss.s |
 HZ2346| CG9223 SUMMIT RM N                           1.830 METERS 01240     |
 HZ2346| CG9222 SUMMIT RM E                           1.860 METERS 10040     |
 HZ2346| CG9224 SUMMIT RM S                           1.840 METERS 19040     |
 HZ2346| HZ2345 JACKSON                             APPROX. 9.6 KM 2193831.5 |
 HZ2346|---------------------------------------------------------------------|
 HZ2346
 HZ2346                          SUPERSEDED SURVEY CONTROL
 HZ2346
 HZ2346  NAD 83(1993)-  38 34 15.92182(N)    085 48 06.49976(W) AD(       ) 1
 HZ2346  NAD 83(1986)-  38 34 15.92378(N)    085 48 06.50540(W) AD(       ) 1
 HZ2346  NAD 27      -  38 34 15.70800(N)    085 48 06.62500(W) AD(       ) 1
 HZ2346  USSD        -  38 34 15.85200(N)    085 48 06.44400(W) AD(       ) 3
 HZ2346
 HZ2346.Superseded values are not recommended for survey control.
 HZ2346
 HZ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2346.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2346
 HZ2346_MARKER: X = CHISELED CROSS
 HZ2346_SETTING: 0 = UNSPECIFIED SETTING
 HZ2346
 HZ2346  HISTORY     - Date     Condition        Report By
 HZ2346  HISTORY     - 1886     MONUMENTED       CGS
 HZ2346  HISTORY     - 1914     GOOD             CGS
 HZ2346  HISTORY     - 1931     GOOD             CGS
 HZ2346  HISTORY     - 1935     GOOD             CGS
 HZ2346  HISTORY     - 1947     GOOD             CGS
 HZ2346
 HZ2346                          STATION DESCRIPTION
 HZ2346
 HZ2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 HZ2346'ON THE INDIANA STATE FOREST RESERVATION, 2 MILES WEST OF THE
 HZ2346'ADMINISTRATION BUILDING OF THE RESERVATION, 3 MILES NORTHWEST
 HZ2346'OF HENRYVILLE, AND ONE-HALF MILE SOUTH OF THE HENRYVILLE -BROWNSTOWN
 HZ2346'WAGON ROAD, ON THE TOP OF A TIMBERED KNOB KNOWN LOCALLY AS
 HZ2346'SALAAM KNOB. THE STATION IS ON THE EAST SLOPE OF THE TOP, ABOUT 1
 HZ2346'METER BELOW THE HIGHEST POINT AND IS MARKED BY A LIMESTONE POST 2
 HZ2346'FEET IN LENGTH AND DRESSED TO 5 INCHES SQUARE AT THE TOP, INSCRIBED
 HZ2346'WITH A CROSS AND THE LETTERS USC AND GS. IT IS ALSO MARKED 2 FEET
 HZ2346'BELOW THE SURFACE OF THE GROUND BY A COPPER WIRE SET IN CEMENT IN
 HZ2346'THE MOUTH OF A BLACK BOTTLE WHICH IN TURN IS SET AT THE CENTER OF A
 HZ2346'10- INCH TILE FILLED WITH CONCRETE. THERE ARE THREE REFERENCE
 HZ2346'MARKS, EACH CONSISTING OF A STONE SIMILAR TO THE ONE MARKING THE
 HZ2346'STATION, EXCEPT THAT THE TOP IS INSCRIBED WITH A DIAGONAL
 HZ2346'ARROW POINTING TOWARD THE STATION. A LONE PINE TREE 10 INCHES IN
 HZ2346'DIAMETER TOWERS ABOVE THE SMALL TREES WHICH COVER THE TOP OF THE
 HZ2346'HILL AND IS VISIBLE FROM HENRYVILLE. IT STANDSON THE HIGHEST POINT OF
 HZ2346'THE KNOB 17.42 METERS FROM THE STATION, AND IS MARKED WITH A
 HZ2346'TRIANGULAR BLAZE ON THE EAST SIDE. THE REFERENCE MARKS ARE AT
 HZ2346'THE FOLLOWING DISTANCES AND DIRECTIONS FROM THE STATION- 1.83 METERS
 HZ2346'NORTH AZIMUTH 193 DEG, 1.86 METERS EAST AZIMUTH 281 DEG,
 HZ2346'AND 1.84 METERS SOUTH.
 HZ2346
 HZ2346                          STATION RECOVERY (1931)
 HZ2346
 HZ2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 HZ2346'THE STATION MARK, REFERENCE MARKS AND WITNESS TREE RECOVERED AS
 HZ2346'DESCRIBED BY E.H.P., IN 1914. THE STATION IS ON A WOODED
 HZ2346'KNOLL, CONSIDERABLY LOWER THAN SOME OF THE OTHERS IN THE VICINITY,
 HZ2346'THE TREES VARYING IN HEIGHT FROM 30 TO 50 FEET. THE STATION IS
 HZ2346'ON ABOUT THE FIFTH KNOLL TO THE NORTHEAST FROM THE ONE ON WHICH THE
 HZ2346'FIRE TOWER IS LOCATED. AN OLD LOOKOUT TOWER OF HARD WOOD, 25
 HZ2346'FEET IN HEIGHT, STANDS OVER THE STATION.
 HZ2346'
 HZ2346'TO REACH FROM HENRYVILLE, GO NORTH ON U.S. HIGHWAY 31 FROM THE
 HZ2346'RAILROAD STATION FOR 1.0 MILE TO A DIRT ROAD TO WEST AT THE
 HZ2346'FOREST SERVICE INTERURBAN STATION. TURN LEFT ON THIS DIRT ROAD AND
 HZ2346'GO 1/4 MILE TO THE ADMINISTRATION BUILDING. CONTINUE ON FROM
 HZ2346'HERE ABOUT 100 YARDS TO T-ROAD. TURN LEFT HERE AND GO 0.6 MILE TO
 HZ2346'ANOTHER T-ROAD. GO RIGHT HERE FOR 0.6 MILE TO ROAD TO RIGHT
 HZ2346'POSTED TO FIRE TOWER. TURN RIGHT ON POSTED ROAD AND GO 0.1 MILE TO
 HZ2346'ANOTHER ROAD TO RIGHT POSTED TO FIRE TOWER. TURN RIGHT HERE AND
 HZ2346'FOLLOW ROAD 1.0 MILE TO TOP OF STEEP GRADE THROUGH A CUT. HERE
 HZ2346'TURN BACK VERY SHARPLY TO RIGHT ON OLD DIM ROAD AND FOLLOW BLAZED
 HZ2346'ROAD AND TRAIL TO STATION KEEPING TO RIGHT AT TWO DIFFERENT
 HZ2346'FORKS. THE TRAIL LEADS ALONG A HOGBACK OVER TWO KNOLLS AND ONTO THE
 HZ2346'THIRD ONE WHERE THE STATION IS LOCATED. A TRUCK CAN BE DRIVEN
 HZ2346'TO WITHIN ABOUT 300 YARDS OF THE STATION BUT CANNOT BE TAKEN ACROSS
 HZ2346'THE LAST SADDLE ON THE HOGBACK.
 HZ2346
 HZ2346                          STATION RECOVERY (1935)
 HZ2346
 HZ2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2346'SUBSTITUTE THE GOVERNMENT LOOKOUT KNOB FOR SALAAM KNOB. THE
 HZ2346'REFERENCE STONE 1.84 METERS SOUTH HAS BEEN DESTROYED.  ALL OTHER
 HZ2346'MARKERS ARE IN GOOD CONDITION AND ALL OTHER DETAILS OF THE
 HZ2346'DESCRIPTION APPLY.  TO REACH FROM
 HZ2346'U.S. HIGHWAY 31 VIA THE MAIN ENTRANCE TO THE CLARK COUNTY STATE
 HZ2346'FOREST RESERVATION, GO ABOUT ONE MILE NORTH FROM HENRYVILLE,
 HZ2346'INDIANA. IT IS ABOUT 3.5 MILES ALONG RESERVATION ROADWAY TO TOP OF
 HZ2346'THE HILL AND THENCE BY FOOT PATH ABOUT 1/4 MILE NORTHERLY. IT IS
 HZ2346'ABOUT 3/4 MILE NORTH OF THE FORESTRY OBSERVATION TOWER. SEE, MR.
 HZ2346'GUERNESEY, CUSTODIAN, WHO LIVES NEAR THE MAIN ENTRANCE TO THE
 HZ2346'RESERVATION.
 HZ2346
 HZ2346                          STATION RECOVERY (1947)
 HZ2346
 HZ2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2346'THE STATION WAS RECOVERED AS DESCRIBED BY R.P.H. IN 1935. ALL MARKS
 HZ2346'WERE FOUND IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION
 HZ2346'FOLLOWS.
 HZ2346'
 HZ2346'THE STATION IS LOCATED AT THE INDIANA STATE FOREST RESERVATION, ON
 HZ2346'THE TOP OF A TIMBERED HILL LOCALLY KNOWN AS THE GOVERNMENT
 HZ2346'LOOKOUT KNOB. IT IS ABOUT 3 MILES NORTHWEST OF HENRYVILLE, 2 MILES
 HZ2346'WEST OF THE RESERVATION ADMINISTRATION BUILDING, AND 3/4 MILE NORTH
 HZ2346'OF THE RESERVATION LOOKOUT TOWER. THE STATION IS ON THE EAST SLOPE AT
 HZ2346'THE TOP, ABOUT 1 METER BELOW THE HIGHEST POINT OF THE HILL. IT
 HZ2346'IS MARKED BY A LIMESTONE POST 2 FEET IN LENGTH AND DRESSED TO 5
 HZ2346'INCHES SQUARE AT THE TOP, INSCRIBED WITH A CROSS AND THE LETTERS
 HZ2346'USC AND GS. IT IS ALSO MARKED 2 FEET BELOW THE SURFACE OF
 HZ2346'THE GROUND BY A COPPER WIRE SET IN CEMENT IN THE MOUTH OF A BLACK
 HZ2346'BOTTLE WHICH IN TURN IS SET AT THE CENTER OF A 10-INCH TILE
 HZ2346'FILLED WITH CONCRETE. THERE ARE TWO REFERENCE MARKS EACH CONSISTING
 HZ2346'OF A STONE SIMILER TO THE ONE MARKING THE STATION, EXCEPT THAT
 HZ2346'THE TOP IS INSCRIBED WITH A DIAGONAL ARROW POINTING TOWARD THE
 HZ2346'STATION.  THE REFERENCE MARKS ARE IN THE FOLLOWING DISTANCE
 HZ2346'AND DIRECTIONS FROM THE STATION. 1.83 METERS NORTH AZIMUTH 193
 HZ2346'DEGREES, 1.86 METERS SOUTH AZIMUTH 281 DEGREES.
 HZ2346'
 HZ2346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 160 AND U.S.
 HZ2346'HIGHWAY 31 IN HENRYVILLE, GO NORTH ON THE LATTER FOR 1 MILE TO THE
 HZ2346'ENTRANCE OF THE RESERVATION ON THE LEFT. TURN LEFT, WEST, AND GO ON
 HZ2346'THE MAIN GRAVEL ROAD FOR 2.55 MILES TO THE TOP OF A VERY STEEP
 HZ2346'GRADE AND A SIGN FIRE TOWER. TURN SHARP RIGHT, NORTHEAST, AND GO ON
 HZ2346'AN OLD WOODS ROAD FOR 0.1 MILE TO A WOODS TRAIL ON THE RIGHT.
 HZ2346'PACK NORTHEAST ABOUT 1/2 MILE ALONG A HOGBACK OVER TWO KNOLLS AND
 HZ2346'ONTO THE THIRD ONE WHERE THE STATION IS LOCATED.
 HZ2346'
 HZ2346'AN AZIMUTH MARK WAS NOT ESTABLISHED BECAUSE OF HEAVY TIMBER, AND
 HZ2346'SUITABLE LOCATION COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1957 ***********************************************************************
 JA1957  DESIGNATION -  SUMMIT 2
 JA1957  PID         -  JA1957
 JA1957  STATE/COUNTY-  IN/KNOX
 JA1957  COUNTRY     -  US
 JA1957  USGS QUAD   -  BICKNELL (2019)
 JA1957
 JA1957                         *CURRENT SURVEY CONTROL
 JA1957  ______________________________________________________________________
 JA1957* NAD 83(1997) POSITION- 38 45 44.03725(N) 087 22 13.09687(W)   ADJUSTED
 JA1957* NAVD 88 ORTHO HEIGHT -   188.89  (+/-2cm)      619.7   (feet) VERTCON3
 JA1957  ______________________________________________________________________
 JA1957  GEOID HEIGHT    -        -32.063 (meters)                     GEOID18
 JA1957  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 JA1957  HORZ ORDER      -  FIRST
 JA1957  VERT ORDER      -  THIRD ? (See Below)
 JA1957
 JA1957.The horizontal coordinates were established by classical geodetic methods
 JA1957.and adjusted by the National Geodetic Survey in May 1999.
 JA1957
 JA1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1957
 JA1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1957.GEOID18 height accuracy estimate available here.
 JA1957
 JA1957.The vertical order pertains to the NGVD 29 superseded value.
 JA1957
 JA1957.Click photographs - Photos may exist for this station.
 JA1957
 JA1957.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1957
 JA1957. The following values were computed from the NAD 83(1997) position.
 JA1957
 JA1957;                    North         East     Units Scale Factor Converg.
 JA1957;SPC IN W     -   390,140.952   875,058.527   MT  0.99997432   -0 10 46.8
 JA1957;SPC IN W     - 1,279,987.44  2,870,921.18   sFT  0.99997432   -0 10 46.8
 JA1957;UTM  16      - 4,290,456.907   467,827.579   MT  0.99961275   -0 13 54.6
 JA1957
 JA1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1957!SPC IN W     -   0.99997539  x   0.99997432  =   0.99994971
 JA1957!UTM  16      -   0.99997539  x   0.99961275  =   0.99958815
 JA1957
 JA1957:                Primary Azimuth Mark                     Grid Az
 JA1957:SPC IN W     -  SUMMIT 2 AZ MK 2                         062 18 06.2
 JA1957:UTM  16      -  SUMMIT 2 AZ MK 2                         062 21 14.0
 JA1957
 JA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6782790456(NAD 83)
 JA1957
 JA1957|---------------------------------------------------------------------|
 JA1957| PID    Reference Object                     Distance      Geod. Az  |
 JA1957|                                                           dddmmss.s |
 JA1957| CG9226 SUMMIT 2 AZ MK 2                                   0620719.4 |
 JA1957| CG9228 SUMMIT 2 RM 2                        49.195 METERS 08948     |
 JA1957| JA1946 MONROE CITY MUNICIPAL TANK          APPROX.16.7 KM 1735617.4 |
 JA1957| JA1951 VINCENNES ST VINCENT SCH TANK       APPROX.16.8 KM 2192930.1 |
 JA1957| JA1950 VINCENNES CHURCH STEEPLE            APPROX.16.8 KM 2194357.8 |
 JA1957| CG9227 SUMMIT 2 RM 1                        64.868 METERS 22402     |
 JA1957| CG9229 SUMMIT 2 RM 3                        54.392 METERS 24005     |
 JA1957| CG9225 SUMMIT 2 AZ MK                                     2412418.5 |
 JA1957| CG9230 SUMMIT 2 RM 4                        26.226 METERS 30509     |
 JA1957|---------------------------------------------------------------------|
 JA1957
 JA1957                          SUPERSEDED SURVEY CONTROL
 JA1957
 JA1957  NAD 83(1986)-  38 45 44.04601(N)    087 22 13.09566(W) AD(       ) 1
 JA1957  NAD 27      -  38 45 43.87860(N)    087 22 13.02880(W) AD(       ) 1
 JA1957  NGVD 29             189.02   (m)          620.1    (f) LEVELING    3  
 JA1957
 JA1957.Superseded values are not recommended for survey control.
 JA1957
 JA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1957.See file dsdata.pdf to determine how the superseded data were derived.
 JA1957
 JA1957_MARKER: DS = TRIANGULATION STATION DISK
 JA1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1957_STAMPING: SUMMIT 2 1934
 JA1957_MARK LOGO: CGS
 JA1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1957+STABILITY: SURFACE MOTION
 JA1957
 JA1957  HISTORY     - Date     Condition        Report By
 JA1957  HISTORY     - 1934     MONUMENTED       CGS
 JA1957  HISTORY     - 1968     GOOD             CGS
 JA1957  HISTORY     - 1974     GOOD             BRADY
 JA1957  HISTORY     - 1984     GOOD             BRADY
 JA1957
 JA1957                          STATION DESCRIPTION
 JA1957
 JA1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA1957'TEN MILES NORTHEAST OF VINCENNES, 3.5 MILES SOUTHWEST OF BICKNELL, ON
 JA1957'STATE HIGHWAY 67, ON THE CREST OF A RISE.
 JA1957'
 JA1957'TO REACH THE STATION FROM BICKNELL, GO NORTH ON THE MAIN STREET TO ITS
 JA1957'INTERSECTION WITH HIGHWAY 67 AND TURN LEFT (SOUTHWEST) ON THE HIGHWAY
 JA1957'AND CONTINUE 3.7 MILES TO THE STATION.  STATION MARK IS 250 YARDS WEST
 JA1957'OF A WHITE HOUSE, AT THE SOUTHEAST CORNER OF A FIELD, 48.7 FEET NORTH
 JA1957'OF THE CENTER OF THE HIGHWAY, 24 FEET WEST OF THE SOUTHWEST FENCE
 JA1957'CORNER, ON THE FENCE LINE.
 JA1957'
 JA1957'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA1957'DISKS SET IN CONCRETE.
 JA1957'
 JA1957'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, ON THE SOUTH
 JA1957'SIDE OF THE HIGHWAY, 20 FEET FROM THE CENTER.
 JA1957'
 JA1957'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, ON THE SOUTH SIDE OF
 JA1957'THE HIGHWAY, 20 FEET FROM THE CENTER.
 JA1957'
 JA1957'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, ALONG THE HIGHWAY, AT
 JA1957'THE HOME OF H O BARR, 40 YARDS EAST-NORTHEAST OF THE BARR HOUSE, 24
 JA1957'FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 JA1957'
 JA1957'A 90-FOOT TOWER REQUIRED.
 JA1957'
 JA1957'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA1957
 JA1957                          STATION RECOVERY (1968)
 JA1957
 JA1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1957'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 JA1957'MARK 1 WAS FOUND LEANING AND IN POOR CONDITION.  REFERENCE MARK 1 WAS
 JA1957'DESTROYED BY THIS PARTY.  REFERENCE MARK 2 AND AZIMUTH MARK WERE FOUND
 JA1957'BROKEN OFF.  REFERENCE MARKS 3, 4 AND AN AZIMUTH MARK WERE ESTABLISHED
 JA1957'AT THIS TIME.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA1957'
 JA1957'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF VICENNES, 3.5 MILES
 JA1957'SOUTHWEST OF BICKNELL, 2.5 MILES EAST BRUCEVILLE, ON NORTH SIDE OF
 JA1957'STATE HIGHWAY 67 AND ON PROPERTY EAST OF FENCE OWNED BY JUNE HUFF AND
 JA1957'WEST OF FENCE OWNED BY BELL TELEPHONE COMPANY.  PERMISSION GRANTED BY
 JA1957'BOTH PARTIES.
 JA1957'
 JA1957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 AND 550 IN
 JA1957'BRUCEVILLE, GO NORTHEASTERLY ON STATE HIGHWAY 67 AND FOR 2.3 MILES TO
 JA1957'TOP OF HILL, A SIDE ROAD RIGHT AND BELL TELEPHONE SITE AND STATION ON
 JA1957'LEFT AS DSCRIBED.
 JA1957'
 JA1957'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA1957'
 JA1957'STATION MARK, STAMPED SUMMIT 2 1934, IS SET 2 INCHES ABOVE THE GROUND
 JA1957'LEVEL.  IT IS 108 FEET EAST OF THE EAST CORNER OF TELEPHONE BUILDING,
 JA1957'48 FEET NORTHWEST OF CENTER OF STATE HIGHWAY 67, 10.8 FEET NORTHWEST
 JA1957'OF METAL WITNESS POST, 23 FEET NORTHEAST OF POWER LINE POLE WITH A
 JA1957'TRANSFORMER AND 6 INCHES NORTHEAST OF FENCE.
 JA1957'
 JA1957'RM 3, STAMPED SUMMIT 2 1934 NO 3 1967, IS SET 2 INCHES BELOW THE
 JA1957'SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE SOUTH CORNER OF
 JA1957'TELEPHONE BUILDING, 39 FEET SOUTHWEST OF CENTER OF DRIVEWAY, 38 FEET
 JA1957'NORTHWEST OF CENTER OF ROAD, 2.2 FEET NORTHEAST OF POWER LINE POLE AND
 JA1957'1.5 FEET NORTHEAST OF METAL WITNESS POST.
 JA1957'
 JA1957'RM 4, STAMPED SUMMIT 2 1934 NO 4 1967, IS SET FLUSH.  IT IS 45.5 FEET
 JA1957'NORTHEAST OF THE EAST CORNER OF BUILDING, 23.6 FEET SOUTHWEST OF
 JA1957'FENCE, 1.5 FEET NORTHEAST OF POWER LINE AND 1.2 FEET NORTHEAST OF
 JA1957'METAL WITNESS POST.
 JA1957'
 JA1957'AZ MK, STAMPED SUMMIT 2 AZI 2 1967 1934, IS SET 2 INCHES BELOW THE
 JA1957'SURFACE OF THE GROUND.  IT IS 46.5 FEET NORTHEAST OF A UNDERGROUND
 JA1957'CABLE INSTALLATION, 25.5 FEET SOUTHEAST OF CENTER OF HIGHWAY AND 3.5
 JA1957'FEET WEST-NORTHWEST OF TELEPHONE POLE.
 JA1957'
 JA1957'TO REACH AZ MK FROM STATION, GO NORTHEAST ON STATE HIGHWAY 67 FOR 0.3
 JA1957'MILE TO MARK ON RIGHT AS DESCRIBED.
 JA1957'
 JA1957'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1957
 JA1957                          STATION RECOVERY (1974)
 JA1957
 JA1957'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974
 JA1957'ALL MARKS WERE FOUND IN GOOD CONDITION.  LINE OF SIGHT FROM STATION TO
 JA1957'AZIMUTH IS BLOCKED.
 JA1957
 JA1957                          STATION RECOVERY (1984)
 JA1957
 JA1957'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (LS)
 JA1957'SUMMIT 2 1934 RECOVERED GOOD.  SUMMIT 2 AZI 2 1967 1934 RECOVERED
 JA1957'GOOD.  SUMMIT 2 NO 3 1967 RECOVERED GOOD.  SUMMIT 2 NO 4 1967
 JA1957'RECOVERED GOOD.  LINE OF SITE FROM STATION TO AZIM IS BLOCKED BY TALL
 JA1957'PINE TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2116 ***********************************************************************
 LA2116  DESIGNATION -  SUMMITVILLE MUNICIPAL TANK
 LA2116  PID         -  LA2116
 LA2116  STATE/COUNTY-  IN/MADISON
 LA2116  COUNTRY     -  US
 LA2116  USGS QUAD   -  ALEXANDRIA (2019)
 LA2116
 LA2116                         *CURRENT SURVEY CONTROL
 LA2116  ______________________________________________________________________
 LA2116* NAD 83(1997) POSITION- 40 20 26.28760(N) 085 38 38.25207(W)   ADJUSTED
 LA2116  ______________________________________________________________________
 LA2116  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LA2116  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 LA2116  HORZ ORDER      -  THIRD
 LA2116
 LA2116.The horizontal coordinates were established by classical geodetic methods
 LA2116.and adjusted by the National Geodetic Survey in May 1999.
 LA2116
 LA2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2116.GEOID18 height accuracy estimate available here.
 LA2116
 LA2116.Click photographs - Photos may exist for this station.
 LA2116
 LA2116.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2116
 LA2116. The following values were computed from the NAD 83(1997) position.
 LA2116
 LA2116;                    North         East     Units Scale Factor Converg.
 LA2116;SPC IN E     -   565,340.071   101,929.369   MT  0.99996671   +0 00 52.9
 LA2116;SPC IN E     - 1,854,786.55    334,413.27   sFT  0.99996671   +0 00 52.9
 LA2116;UTM  16      - 4,466,447.908   615,175.809   MT  0.99976329   +0 52 40.5
 LA2116
 LA2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1517566447(NAD 83)
 LA2116
 LA2116                          SUPERSEDED SURVEY CONTROL
 LA2116
 LA2116  NAD 83(1995)-  40 20 26.29120(N)    085 38 38.26403(W) AD(       ) 3
 LA2116  NAD 83(1986)-  40 20 26.29064(N)    085 38 38.26559(W) AD(       ) 3
 LA2116  NAD 27      -  40 20 26.15400(N)    085 38 38.35200(W) AD(       ) 3
 LA2116
 LA2116.Superseded values are not recommended for survey control.
 LA2116
 LA2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2116.See file dsdata.pdf to determine how the superseded data were derived.
 LA2116
 LA2116_MARKER: 51 = TANK
 LA2116
 LA2116  HISTORY     - Date     Condition        Report By
 LA2116  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2116  HISTORY     - 1955     GOOD             CGS
 LA2116
 LA2116                          STATION DESCRIPTION
 LA2116
 LA2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2116'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1757 ***********************************************************************
 JA1757  DESIGNATION -  SUTHERLAND
 JA1757  PID         -  JA1757
 JA1757  STATE/COUNTY-  IN/HARRISON
 JA1757  COUNTRY     -  US
 JA1757  USGS QUAD   -  CORYDON WEST (2019)
 JA1757
 JA1757                         *CURRENT SURVEY CONTROL
 JA1757  ______________________________________________________________________
 JA1757* NAD 83(1997) POSITION- 38 13 40.81751(N) 086 10 02.17796(W)   ADJUSTED
 JA1757* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 JA1757  ______________________________________________________________________
 JA1757  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 JA1757  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 JA1757  HORZ ORDER      -  SECOND
 JA1757
 JA1757.The horizontal coordinates were established by classical geodetic methods
 JA1757.and adjusted by the National Geodetic Survey in May 1999.
 JA1757
 JA1757.The orthometric height was scaled from a topographic map.
 JA1757
 JA1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1757.GEOID18 height accuracy estimate available here.
 JA1757
 JA1757.Click photographs - Photos may exist for this station.
 JA1757
 JA1757.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1757
 JA1757. The following values were computed from the NAD 83(1997) position.
 JA1757
 JA1757;                    North         East     Units Scale Factor Converg.
 JA1757;SPC IN E     -   330,919.902    56,168.444   MT  0.99999032   -0 18 35.2
 JA1757;SPC IN E     - 1,085,693.05    184,279.30   sFT  0.99999032   -0 18 35.2
 JA1757;UTM  16      - 4,231,440.882   572,884.989   MT  0.99966542   +0 30 55.1
 JA1757
 JA1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1757!SPC IN E     -   0.99996538  x   0.99999032  =   0.99995570
 JA1757!UTM  16      -   0.99996538  x   0.99966542  =   0.99963081
 JA1757
 JA1757:                Primary Azimuth Mark                     Grid Az
 JA1757:SPC IN E     -  SUTHERLAND AZ MK                         353 02 50.7
 JA1757:UTM  16      -  SUTHERLAND AZ MK                         352 13 20.4
 JA1757
 JA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7288431440(NAD 83)
 JA1757
 JA1757|---------------------------------------------------------------------|
 JA1757| PID    Reference Object                     Distance      Geod. Az  |
 JA1757|                                                           dddmmss.s |
 JA1757| CG9233 SUTHERLAND RM 1                      24.567 METERS 22406     |
 JA1757| CG9234 SUTHERLAND RM 2                      25.207 METERS 33835     |
 JA1757| CG9232 SUTHERLAND AZ MK                                   3524415.5 |
 JA1757|---------------------------------------------------------------------|
 JA1757
 JA1757                          SUPERSEDED SURVEY CONTROL
 JA1757
 JA1757  NAD 83(1993)-  38 13 40.81921(N)    086 10 02.17961(W) AD(       ) 2
 JA1757  NAD 83(1986)-  38 13 40.82295(N)    086 10 02.18406(W) AD(       ) 2
 JA1757  NAD 27      -  38 13 40.57900(N)    086 10 02.28200(W) AD(       ) 2
 JA1757
 JA1757.Superseded values are not recommended for survey control.
 JA1757
 JA1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1757.See file dsdata.pdf to determine how the superseded data were derived.
 JA1757
 JA1757_MARKER: DS = TRIANGULATION STATION DISK
 JA1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1757_STAMPING: SUTHERLAND 1947
 JA1757_MARK LOGO: CGS
 JA1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1757+STABILITY: SURFACE MOTION
 JA1757
 JA1757  HISTORY     - Date     Condition        Report By
 JA1757  HISTORY     - 1947     MONUMENTED       CGS
 JA1757
 JA1757                          STATION DESCRIPTION
 JA1757
 JA1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1757'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF CORYDON, ON
 JA1757'LAND OWNED BY MR. SUTHERLAND.  IT IS ABOUT 0.2 MILE SOUTH OF STATE
 JA1757'HIGHWAY 62 AND 100 YARDS EAST OF AN OLD WOODS ROAD.  THE MARK
 JA1757'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SUTHERLAND 1947.
 JA1757'
 JA1757'REFERENCE MARK NO. 1 IS 80.60 FEET SOUTHWEST OF THE STATION.  THE
 JA1757'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED SUTHERLAND NO 1
 JA1757'1947.
 JA1757'
 JA1757'REFERENCE MARK NO. 2 IS 82.70 FEET NORTHWEST OF THE STATION.  THE
 JA1757'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED SUTHERLAND NO 2
 JA1757'1947.
 JA1757'
 JA1757'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHWEST OF THE
 JA1757'STATION, 93 FEET SOUTH OF THE SOUTHEAST CORNER OF MR. SUTHERLANDS
 JA1757'HOUSE, AND 5.5 FEET EAST OF A WITNESS POST.  THE MARK IS SET IN
 JA1757'OUTCROPPING BED ROCK AND IS FLUSH WITH THE ROCK.  THE DISK IS
 JA1757'STAMPED SUTHERLAND 1947.
 JA1757'
 JA1757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 135 AND 62
 JA1757'IN CORYDON, GO WEST ON THE LATTER FOR 2.8 MILES TO THE TOP OF A
 JA1757'SMALL HILL AND THE AZIMUTH MARK ON THE RIGHT IN FRONT OF MR.
 JA1757'SUTHERLANDS HOUSE.  TURN LEFT, SOUTHEAST, ON A DIM WOODS ROAD AND
 JA1757'GO 0.2 MILE TO THE TOP OF A SMALL WOODED HILL AND THE STATION.
 JA1757'
 JA1757'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1536 ***********************************************************************
 MD1536  DESIGNATION -  SWAN
 MD1536  PID         -  MD1536
 MD1536  STATE/COUNTY-  IN/NOBLE
 MD1536  COUNTRY     -  US
 MD1536  USGS QUAD   -  GARRETT (2019)
 MD1536
 MD1536                         *CURRENT SURVEY CONTROL
 MD1536  ______________________________________________________________________
 MD1536* NAD 83(1997) POSITION- 41 18 42.51425(N) 085 12 32.57272(W)   ADJUSTED
 MD1536* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 MD1536  ______________________________________________________________________
 MD1536  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 MD1536  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 MD1536  HORZ ORDER      -  SECOND
 MD1536
 MD1536.The horizontal coordinates were established by classical geodetic methods
 MD1536.and adjusted by the National Geodetic Survey in May 1999.
 MD1536
 MD1536.The orthometric height was scaled from a topographic map.
 MD1536
 MD1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1536.GEOID18 height accuracy estimate available here.
 MD1536
 MD1536.Click photographs - Photos may exist for this station.
 MD1536
 MD1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1536
 MD1536. The following values were computed from the NAD 83(1997) position.
 MD1536
 MD1536;                    North         East     Units Scale Factor Converg.
 MD1536;SPC IN E     -   673,286.668   138,318.591   MT  0.99998473   +0 18 07.6
 MD1536;SPC IN E     - 2,208,941.34    453,800.24   sFT  0.99998473   +0 18 07.6
 MD1536;UTM  16      - 4,574,918.825   649,912.924   MT  0.99987659   +1 10 57.1
 MD1536
 MD1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1536!SPC IN E     -   0.99996316  x   0.99998473  =   0.99994789
 MD1536!UTM  16      -   0.99996316  x   0.99987659  =   0.99983975
 MD1536
 MD1536:                Primary Azimuth Mark                     Grid Az
 MD1536:SPC IN E     -  SWAN AZ MK                               141 14 44.1
 MD1536:UTM  16      -  SWAN AZ MK                               140 21 54.6
 MD1536
 MD1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4991274918(NAD 83)
 MD1536
 MD1536|---------------------------------------------------------------------|
 MD1536| PID    Reference Object                     Distance      Geod. Az  |
 MD1536|                                                           dddmmss.s |
 MD1536| MD1537 GARRETT MUNICIPAL TANK              APPROX. 7.8 KM 0550940.1 |
 MD1536| MD0857 X 162                                40.432 METERS 08345     |
 MD1536| CF2747 SWAN AZ MK                                         1413251.7 |
 MD1536| CF2748 SWAN RM 1                            27.889 METERS 34602     |
 MD1536|---------------------------------------------------------------------|
 MD1536
 MD1536                          SUPERSEDED SURVEY CONTROL
 MD1536
 MD1536  NAD 83(1995)-  41 18 42.51445(N)    085 12 32.57716(W) AD(       ) 2
 MD1536  NAD 83(1986)-  41 18 42.51535(N)    085 12 32.58531(W) AD(       ) 2
 MD1536  NAD 27      -  41 18 42.33680(N)    085 12 32.68450(W) AD(       ) 2
 MD1536
 MD1536.Superseded values are not recommended for survey control.
 MD1536
 MD1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1536.See file dsdata.pdf to determine how the superseded data were derived.
 MD1536
 MD1536_MARKER: DS = TRIANGULATION STATION DISK
 MD1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1536_STAMPING: SWAN 1946
 MD1536_MARK LOGO: CGS
 MD1536_PROJECTION: RECESSED 30 CENTIMETERS
 MD1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1536+STABILITY: SURFACE MOTION
 MD1536
 MD1536  HISTORY     - Date     Condition        Report By
 MD1536  HISTORY     - 1946     MONUMENTED       CGS
 MD1536  HISTORY     - 1963     GOOD             CGS
 MD1536
 MD1536                          STATION DESCRIPTION
 MD1536
 MD1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1536'THE STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTH EAST FROM AVILLA AT
 MD1536'THE SOUTH EDGE OF SWAN ALONG THE WEST SIDE OF STATE HIGHWAY 3.  IT IS
 MD1536'75 FEET WEST OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 3, 35.6
 MD1536'FEET WEST NORTHWEST OF A FENCE CORNER AND 9 FEET NORTH OF AN EAST-WEST
 MD1536'FENCE LINE.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 MD1536'FIELD AND THE DISK IS STAMPED SWAN 1946.
 MD1536'
 MD1536'REFERENCE MARK NO. 1 IS 91.50 FEET NORTH OF THE STATION, 38 FEET WEST
 MD1536'OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 3, 10 FEET NORTH OF
 MD1536'TELEPHONE POLE NO. 140 AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  THE
 MD1536'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SWAN NO. 1 1946.
 MD1536'
 MD1536'X-162 (USC AND GS) B.M. IS 131.68 FEET EAST OF THE STATION, 40 FEET
 MD1536'EAST OF THE APPROXIAMTE CENTER LINE OF STATE HIGHWAY 3, 76 FEET
 MD1536'NORTHEAST OF A 40 INCH OAK TREE, AND 4 FEET NORTH OF TELEPHONE POLE
 MD1536'NO.  T-748.
 MD1536'
 MD1536'THE MARK IS A 12 X 12 CONCRETE BLOCK PROJECTING ABOUT 4 INCHES AND THE
 MD1536'DISK IS A STANDARD U.S.C. AND G.S.  BENCH MARK STAMPED X-162 1946.
 MD1536'
 MD1536'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTH OF THE STATION, 39
 MD1536'FEET EAST OF STATE HIGHWAY 3, 2 FEET NORTH OF TELEPHONE POLE NO.
 MD1536'T-729, 2 FEET NORTHEAST OF A WHITE POST.  THE MARK PROJECTS ABOUT 6
 MD1536'INCHES AND THE DISK IS STAMPED SWAN 1946.
 MD1536'
 MD1536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 8 IN
 MD1536'AVILLA, GO SOUTH ON STATE HIGHWAY 3 FOR 4.0 MILES TO THE STATION AT
 MD1536'THE RIGHT IN A CULTIVATED FIELD.  CONTINUE SOUTH ON THE HIGHWAY FOR
 MD1536'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MD1536'
 MD1536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1536
 MD1536                          STATION RECOVERY (1963)
 MD1536
 MD1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1536'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 MD1536'TRAVERSE DISTANCE TO X 162 MEASURED WITH 300-FOOT TAPE AS 132.65 FEET
 MD1536'INSTEAD OF ORIGINAL 131.68 FEET.
 MD1536'
 MD1536'ABOUT 1.6 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1536'NO. 205 INDIANA HWY. AT R.R.  CROSSING IN LAOTTO, OR 0.25 MILE S ALONG
 MD1536'SAME FROM ITS Y-INTERSECTION-ON CURVE WITH SWAN ROAD ON SW EDGE OF
 MD1536'VILLAGE OF SWAN, 75 FEET SW OF CENTER LINE OF HWY., 1.0 FEET LOWER
 MD1536'THAN SAME, 1.0 FEET UNDERGROUND, 35.5 FEET WNW OF FENCE
 MD1536'T-INTERSECTION, 24.6 FEET WNW OF NW CORNER OF R.R. -RAIL FENCE POST
 MD1536'SET IN CONCRETE, 9 FEET NW OF FENCE, STANDARD DISKS STAMPED SWAN 1946
 MD1536'ARE SET IN 1A AND 7A MARKS.
 MD1536'
 MD1536'REFERENCE STAMPED SWAN NO 1 1946, NOTE 11A, PROJECTING 0.1 FOOT, IS
 MD1536'91.50 FEET OR 27.889 METERS N IN AZIMUTH 166 DEG 02 MIN FROM STATION,
 MD1536'39 FEET SW OF CENTER LINE OF HWY., AND 11 FEET NW OF NW ONE OF TWO
 MD1536'18-FEET-APART TELEPHONE POLES.
 MD1536'
 MD1536'COAST SURVEY BENCH MARK STAMPED X 162 1946, PROJECTS 0.3 FOOT, IS
 MD1536'132.65 FEET (40.432 METERS) E IN AZIMUTH 263 DEG 45 MIN FROM STATION,
 MD1536'ABOUT 50 YARDS N OF CREST OF HWY. GRADES, 39 FEET NE OF CENTER LINE OF
 MD1536'HWY., 2.5 FEET LOWER THAN SAME, 4 FEET N OF NO. T-748 TELEPHONE POLE,
 MD1536'AND 1.3 FEET S OF STEEL WITNESS POST.  IT IS 170.94 FEET SW OF R. M.
 MD1536'NO. 1.
 MD1536'
 MD1536'AZIMUTH MARK STAMPED SWAN 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT
 MD1536'0.45 MILE SE OF STATION IN AZIMUTH 321 DEG 32 MIN 52.5 SEC, ABOUT 35
 MD1536'YARDS N OF CREST OF SMALL RIDGE, 39 FEET E OF CENTER LINE OF 22-FOOT
 MD1536'ASPHALT HWY.  PAVEMENT, AND 2.3 FEET SSE OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2088 ***********************************************************************
 JA2088  DESIGNATION -  SWAN
 JA2088  PID         -  JA2088
 JA2088  STATE/COUNTY-  IN/KNOX
 JA2088  COUNTRY     -  US
 JA2088  USGS QUAD   -  DECKER (2019)
 JA2088
 JA2088                         *CURRENT SURVEY CONTROL
 JA2088  ______________________________________________________________________
 JA2088* NAD 83(1997) POSITION- 38 35 00.45377(N) 087 36 10.86421(W)   ADJUSTED
 JA2088* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 JA2088  ______________________________________________________________________
 JA2088  GEOID HEIGHT    -        -31.587 (meters)                     GEOID18
 JA2088  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 JA2088  HORZ ORDER      -  THIRD
 JA2088
 JA2088.The horizontal coordinates were established by classical geodetic methods
 JA2088.and adjusted by the National Geodetic Survey in May 1999.
 JA2088
 JA2088.The orthometric height was scaled from a topographic map.
 JA2088
 JA2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2088.GEOID18 height accuracy estimate available here.
 JA2088
 JA2088.Click photographs - Photos may exist for this station.
 JA2088
 JA2088.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2088
 JA2088. The following values were computed from the NAD 83(1997) position.
 JA2088
 JA2088;                    North         East     Units Scale Factor Converg.
 JA2088;SPC IN W     -   370,385.098   854,720.212   MT  0.99999190   -0 19 26.8
 JA2088;SPC IN W     - 1,215,171.78  2,804,194.56   sFT  0.99999190   -0 19 26.8
 JA2088;UTM  16      - 4,270,726.648   447,478.640   MT  0.99963397   -0 22 33.9
 JA2088
 JA2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2088!SPC IN W     -   0.99998568  x   0.99999190  =   0.99997758
 JA2088!UTM  16      -   0.99998568  x   0.99963397  =   0.99961965
 JA2088
 JA2088:                Primary Azimuth Mark                     Grid Az
 JA2088:SPC IN W     -  SWAN AZ MK                               007 04 34.1
 JA2088:UTM  16      -  SWAN AZ MK                               007 07 41.2
 JA2088
 JA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4747870726(NAD 83)
 JA2088
 JA2088|---------------------------------------------------------------------|
 JA2088| PID    Reference Object                     Distance      Geod. Az  |
 JA2088|                                                           dddmmss.s |
 JA2088| CG9236 SWAN AZ MK                                         0064507.3 |
 JA2088| JA1951 VINCENNES ST VINCENT SCH TANK       APPROX.11.8 KM 0541706.2 |
 JA2088| CG9237 SWAN RM 1                            26.919 METERS 11320     |
 JA2088| CG9238 SWAN RM 2                            26.918 METERS 28736     |
 JA2088|---------------------------------------------------------------------|
 JA2088
 JA2088                          SUPERSEDED SURVEY CONTROL
 JA2088
 JA2088  NAD 83(1986)-  38 35 00.46296(N)    087 36 10.86433(W) AD(       ) 3
 JA2088  NAD 27      -  38 35 00.29312(N)    087 36 10.76973(W) AD(       ) 3
 JA2088
 JA2088.Superseded values are not recommended for survey control.
 JA2088
 JA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2088.See file dsdata.pdf to determine how the superseded data were derived.
 JA2088
 JA2088_MARKER: DS = TRIANGULATION STATION DISK
 JA2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2088_STAMPING: SWAN 1967
 JA2088_MARK LOGO: CGS
 JA2088_PROJECTION: FLUSH
 JA2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2088+STABILITY: SURFACE MOTION
 JA2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA2088+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 JA2088
 JA2088  HISTORY     - Date     Condition        Report By
 JA2088  HISTORY     - 1967     MONUMENTED       CGS
 JA2088  HISTORY     - 20051008 GOOD             LAMAC
 JA2088
 JA2088                          STATION DESCRIPTION
 JA2088
 JA2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2088'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHWEST OF VINCENNES,
 JA2088'0.5 MILE EAST OF THE WABASH RIVER AND IN THE NORTH SIDE OF YARD AT THE
 JA2088'HOME OF MR HONUS WAGONER.
 JA2088'
 JA2088'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U S 50, U S
 JA2088'41, STATE HIGHWAYS 441 AND 61 IN THE CENTER OF VINCENNES, GO SOUTH ON
 JA2088'U S 41 FOR 0.35 MILE TO A STOP LIGHT AND 4-WAY STOP SIGN.  KEEP
 JA2088'STRAIGHT AHEAD, SOUTHWESTERLY, PASSING ALONG WEST SDIE OF CEMETERY FOR
 JA2088'2.1 MILES TO A RAILROAD CROSSING.  CONTINUE SOUTHWESTERLY ON MAIN
 JA2088'TRAVELED ROAD FOR 5.0 MILE TO A SMALL TRAFFIC TRIANGLE AND THE AZIMUTH
 JA2088'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.2
 JA2088'MILE TO THE HOME OF MR HONUS WAGONER AND THE STATION ON THE RIGHT.
 JA2088'
 JA2088'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2088'
 JA2088'STATION MARK IS STAMPED SWAN 1967 AND IS SET FLUSH WITH THE GROUND
 JA2088'SURFACE.  IT IS 99 FEET WEST OF THE CENTER OF A PAVED ROAD, 56 FEET
 JA2088'NORTHWEST OF THE NORTHEAST CORNER OF HOUSE AND 12 FEET SOUTH OF THE
 JA2088'CENTER OF A GRAVELED DRIVEWAY.
 JA2088'
 JA2088'REFERENCE MARK 1 IS STAMPED SWAN NO 1 1967 AND IS SET FLUSH WITH THE
 JA2088'GROUND SURFACE.  IT IS 16.5 FEET WEST OF THE CENTER OF PAVED ROAD AND
 JA2088'4 FEET NORTH OF A POWER LINE POLE.
 JA2088'
 JA2088'REFERENCE MARK 2 IS STAMPED SWAN NO 2 1967 AND IS SET FLUSH WITH THE
 JA2088'GROUND SURFACE.  IT IS 7.5 FEET NORTH OF THE NORTHEAST CORNER OF AN
 JA2088'EQUIPMENT SHED, 3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF GARAGE AND
 JA2088'2 FEET EAST OF A POWER LINE POLE.
 JA2088'
 JA2088'AZIMUTH MARK IS STAMPED SWAN 1967 AND IS SET FLUSH WITH THE GROUND
 JA2088'SURFACE.  IT IS 36 FEET SOIUTHWEST OF A POWER LINE POLE, 31 FEET WEST
 JA2088'OF THE CENTER OF A PAVED ROAD, 3 FEET WEST OF A LARGE SIGN BOARD AND
 JA2088'2.6 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JA2088'
 JA2088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA2088
 JA2088                          STATION RECOVERY (2005)
 JA2088
 JA2088'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2005 (ANR)
 JA2088'HOUSE GONE, OLD FOUNDATION TO SOUTHWEST, +- 10' NORTHWEST OF TREE,
 JA2088'UNDER CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2213 ***********************************************************************
 LB2213  DESIGNATION -  SWANEY
 LB2213  PID         -  LB2213
 LB2213  STATE/COUNTY-  IN/FOUNTAIN
 LB2213  COUNTRY     -  US
 LB2213  USGS QUAD   -  ATTICA (2019)
 LB2213
 LB2213                         *CURRENT SURVEY CONTROL
 LB2213  ______________________________________________________________________
 LB2213* NAD 83(1997) POSITION- 40 17 49.89443(N) 087 09 56.44174(W)   ADJUSTED
 LB2213* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 LB2213  ______________________________________________________________________
 LB2213  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 LB2213  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LB2213  HORZ ORDER      -  FIRST
 LB2213
 LB2213.The horizontal coordinates were established by classical geodetic methods
 LB2213.and adjusted by the National Geodetic Survey in May 1999.
 LB2213
 LB2213.The orthometric height was scaled from a topographic map.
 LB2213
 LB2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2213.GEOID18 height accuracy estimate available here.
 LB2213
 LB2213.Click photographs - Photos may exist for this station.
 LB2213
 LB2213.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2213
 LB2213. The following values were computed from the NAD 83(1997) position.
 LB2213
 LB2213;                    North         East     Units Scale Factor Converg.
 LB2213;SPC IN W     -   560,519.344   892,999.061   MT  0.99996727   -0 03 11.7
 LB2213;SPC IN W     - 1,838,970.55  2,929,781.09   sFT  0.99996727   -0 03 11.7
 LB2213;UTM  16      - 4,460,756.739   485,919.251   MT  0.99960244   -0 06 25.8
 LB2213
 LB2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2213!SPC IN W     -   0.99996838  x   0.99996727  =   0.99993565
 LB2213!UTM  16      -   0.99996838  x   0.99960244  =   0.99957083
 LB2213
 LB2213:                Primary Azimuth Mark                     Grid Az
 LB2213:SPC IN W     -  SWANEY AZ MK                             196 11 18.2
 LB2213:UTM  16      -  SWANEY AZ MK                             196 14 32.3
 LB2213
 LB2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8591960756(NAD 83)
 LB2213
 LB2213|---------------------------------------------------------------------|
 LB2213| PID    Reference Object                     Distance      Geod. Az  |
 LB2213|                                                           dddmmss.s |
 LB2213| LB2216 SWANEY RM 1                          95.371 METERS 02001     |
 LB2213| CM4661 SWANEY AZ MK                                       1960806.5 |
 LB2213| LB2212 ATTICA RAD STA KSD 207 MAST         APPROX. 6.2 KM 2574910.0 |
 LB2213| LB2234 ATTICA STACK                        APPROX. 7.4 KM 2681414.2 |
 LB2213| LB2218 SWANEY RM 2                         137.817 METERS 27540     |
 LB2213|---------------------------------------------------------------------|
 LB2213
 LB2213                          SUPERSEDED SURVEY CONTROL
 LB2213
 LB2213  NAD 83(1986)-  40 17 49.90218(N)    087 09 56.45299(W) AD(       ) 1
 LB2213  NAD 27      -  40 17 49.77150(N)    087 09 56.42280(W) AD(       ) 1
 LB2213
 LB2213.Superseded values are not recommended for survey control.
 LB2213
 LB2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2213.See file dsdata.pdf to determine how the superseded data were derived.
 LB2213
 LB2213_MARKER: DS = TRIANGULATION STATION DISK
 LB2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2213_STAMPING: SWANEY 1934
 LB2213_MARK LOGO: CGS
 LB2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2213+STABILITY: SURFACE MOTION
 LB2213
 LB2213  HISTORY     - Date     Condition        Report By
 LB2213  HISTORY     - 1934     MONUMENTED       CGS
 LB2213  HISTORY     - 1942     GOOD             CGS
 LB2213  HISTORY     - 1948     GOOD             CGS
 LB2213  HISTORY     - 1955     GOOD             CGS
 LB2213  HISTORY     - 1969     GOOD             CGS
 LB2213
 LB2213                          STATION DESCRIPTION
 LB2213
 LB2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2213'THIS STATION IS ABOUT 5 MILES WEST OF ODELL.  ON THE SUMMIT OF THE
 LB2213'HIGHEST AND MOST NORTHWESTERLY OF TWO PROMINENT HIGH BARE HILLS IN
 LB2213'THE PASTURE OF A FARM OWNED BY THE METROPOLITAN INSURANCE CO.,
 LB2213'INDIANAPOLIS.  THE MARK IS 33 FEET SOUTHEAST OF THE EDGE OF A
 LB2213'GRAVEL PIT ON THE NORTHWEST SLOPE OF THE HILL.  AND PROJECTS 2
 LB2213'INCHES.
 LB2213'
 LB2213'REFERENCE MARK NO. 1 IS NORTHNORTHEAST OF THE STATION.  IN AN
 LB2213'EAST-WEST HEDGE FENCE AT THE HIGHEST POINT OF THE RIDGE OVER WHICH
 LB2213'THE FENCE PASSES.  AND PROJECTS 4 INCHES.
 LB2213'
 LB2213'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  ON THE SLOPE OF THE
 LB2213'HILL.  IN THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH GRAVEL
 LB2213'ROAD.  27 FEET NORTH OF A 2-FOOT ELM.  PROJECTS 5 INCHES.
 LB2213'
 LB2213'THE AZIMUTH MARK IS SOUTHSOUTHWEST OF THE STATION.  0.1 MILE SOUTH OF
 LB2213'CROSSROADS.  IN THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD.
 LB2213'AT THE WEST END OF AN EAST-WEST FENCE.  100 FEET NORTHEAST OF A
 LB2213'HOUSE.  AND PROJECTS 4 INCHES.
 LB2213'
 LB2213'TO REACH FROM ODELL, FOLLOW ROUTE INDIANA 28 SOUTH THEN WEST 5.1
 LB2213'MILES, TURN NORTH ON GRAVEL CROSSROAD.  GO 1 MILE, TURN EAST, GO 0.1
 LB2213'MILE TO GATE ON NORTH SIDE OF ROAD.  PASS THRU GATE AND GO NORTH
 LB2213'0.25 MILE TO THE STATION ON THE TOP OF THE HILL.
 LB2213'
 LB2213'A 10-FOOT STAND WILL CLEAR ALL LINES.
 LB2213
 LB2213                          STATION RECOVERY (1942)
 LB2213
 LB2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMS)
 LB2213'STATION IS AS ORIGINALLY DESCRIBED.
 LB2213
 LB2213                          STATION RECOVERY (1948)
 LB2213
 LB2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2213'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 LB2213'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK,
 LB2213'REFERENCE MARK NO. 1 AND NO. 2 WERE CHECKED.  SURFACE, UNDERGROUND,
 LB2213'AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 ARE DESCRIBED.
 LB2213'ORIGINAL DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 LB2213'
 LB2213'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LB2213
 LB2213                          STATION RECOVERY (1955)
 LB2213
 LB2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2213'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2213'CONDITION.  THE DIRECTIONS TO ALL THE MARKS CHECKED.  THE DISTANCE
 LB2213'TO THE AZIMUTH MARK CHECKED.  HORIZONTAL MEASUREMENTS WERE MADE TO
 LB2213'THE REFERENCE MARKS TO REPLACE THE SLOPE MEASUREMENTS MADE IN 1934
 LB2213'AND 1948.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LB2213'
 LB2213'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2213
 LB2213                          STATION RECOVERY (1969)
 LB2213
 LB2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2213'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED AND
 LB2213'FOUND TO BE IN GOOD CONDITION.  THE STATION MARK HAS BEEN DESTROYED
 LB2213'BY THE REMOVAL OF GRAVEL FROM THE HILL.  A NEW STATION SWANEY 2 WAS
 LB2213'ESTABLISHED ABOUT 0.1 MILE SOUTHEAST OF THE ORIGINAL POINT,
 LB2213'BUT IT IS IMPOSSIBLE TO SEE THE REFERENCE MARKS FROM IT BECAUSE
 LB2213'OF THE TERRAIN.
 LB2213'
 LB2213'FOR A ROUTE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 LB2213'SWANEY 2 1969.
 LB2213'
 LB2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST OF
 LB2213'ATTICA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2215 ***********************************************************************
 LB2215  DESIGNATION -  SWANEY 2
 LB2215  PID         -  LB2215
 LB2215  STATE/COUNTY-  IN/FOUNTAIN
 LB2215  COUNTRY     -  US
 LB2215  USGS QUAD   -  ATTICA (2019)
 LB2215
 LB2215                         *CURRENT SURVEY CONTROL
 LB2215  ______________________________________________________________________
 LB2215* NAD 83(1997) POSITION- 40 17 45.76920(N) 087 09 51.29471(W)   ADJUSTED
 LB2215* NAVD 88 ORTHO HEIGHT -   233.6   (meters)      766.    (feet) VERTCON3
 LB2215  ______________________________________________________________________
 LB2215  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 LB2215  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 LB2215  HORZ ORDER      -  FIRST
 LB2215
 LB2215.The horizontal coordinates were established by classical geodetic methods
 LB2215.and adjusted by the National Geodetic Survey in May 1999.
 LB2215
 LB2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2215
 LB2215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2215.GEOID18 height accuracy estimate available here.
 LB2215
 LB2215.Click photographs - Photos may exist for this station.
 LB2215
 LB2215.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2215
 LB2215. The following values were computed from the NAD 83(1997) position.
 LB2215
 LB2215;                    North         East     Units Scale Factor Converg.
 LB2215;SPC IN W     -   560,391.995   893,120.500   MT  0.99996725   -0 03 08.4
 LB2215;SPC IN W     - 1,838,552.74  2,930,179.51   sFT  0.99996725   -0 03 08.4
 LB2215;UTM  16      - 4,460,629.323   486,040.526   MT  0.99960240   -0 06 22.4
 LB2215
 LB2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2215!SPC IN W     -   0.99996858  x   0.99996725  =   0.99993583
 LB2215!UTM  16      -   0.99996858  x   0.99960240  =   0.99957099
 LB2215
 LB2215:                Primary Azimuth Mark                     Grid Az
 LB2215:SPC IN W     -  SWANEY AZ MK                             216 03 20.7
 LB2215:UTM  16      -  SWANEY AZ MK                             216 06 34.7
 LB2215
 LB2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8604060629(NAD 83)
 LB2215
 LB2215|---------------------------------------------------------------------|
 LB2215| PID    Reference Object                     Distance      Geod. Az  |
 LB2215|                                                           dddmmss.s |
 LB2215| LB2214 SWANEY 2 RM A                        26.841 METERS 02407     |
 LB2215| LB2211 ODELL VORTAC ABANDONED              APPROX. 9.0 KM 0980255.2 |
 LB2215| CM4661 SWANEY AZ MK                                       2160012.3 |
 LB2215| CM4662 SWANEY 2 RM 3                        20.637 METERS 23321     |
 LB2215| LB2212 ATTICA RAD STA KSD 207 MAST         APPROX. 6.3 KM 2591143.0 |
 LB2215| LB2217 SWANEY 2 PT A                       228.185 METERS 30503     |
 LB2215| CM4663 SWANEY 2 RM 4                        25.894 METERS 31933     |
 LB2215|---------------------------------------------------------------------|
 LB2215
 LB2215                          SUPERSEDED SURVEY CONTROL
 LB2215
 LB2215  NAD 83(1986)-  40 17 45.77697(N)    087 09 51.30614(W) AD(       ) 1
 LB2215  NAD 27      -  40 17 45.64807(N)    087 09 51.24981(W) AD(       ) 1
 LB2215  NGVD 29 (07/19/86)  233.7    (m)          767.     (f) VERT ANG       
 LB2215
 LB2215.Superseded values are not recommended for survey control.
 LB2215
 LB2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2215.See file dsdata.pdf to determine how the superseded data were derived.
 LB2215
 LB2215_MARKER: DS = TRIANGULATION STATION DISK
 LB2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2215_STAMPING: SANEY 2 1969
 LB2215_MARK LOGO: CGS
 LB2215_PROJECTION: FLUSH
 LB2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2215+STABILITY: SURFACE MOTION
 LB2215
 LB2215  HISTORY     - Date     Condition        Report By
 LB2215  HISTORY     - 1969     MONUMENTED       CGS
 LB2215  HISTORY     - 1970     GOOD             NGS
 LB2215  HISTORY     - 1974     GOOD             NGS
 LB2215
 LB2215                          STATION DESCRIPTION
 LB2215
 LB2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2215'THE STATION IS LOCATED ABUT 4 1/2 MILES EAST OF ATTICA, 5 MILES WIST
 LB2215'OF ODELL, ON THE SOUTHEAST ONE OF TWO SMALL HILLS AND ON THE PROPERTY
 LB2215'OF MR. MELVIN SIMPSON.
 LB2215'
 LB2215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 55 AND
 LB2215'U.S. HIGHWAY 41 IN THE SOUTHEAST SECTION OF ATTICA, GO EAST ON STATE
 LB2215'HIGHWAY 28 FOR 4.4 MILES TO A SURFACED SIDE ROAD LEFT.  TURN LEFT AND
 LB2215'GO NORTH ON THE SURFACED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 LB2215'RIGHT.  CONTINUE AHEAD NORTH ON THE SURFACED ROAD FOR 0.1 MILE TO A
 LB2215'CROSSROAD.  TURN RIGHT AND GO EAST ON THE SURFACED ROAD FOR 0.1 MILE
 LB2215'TO A BOARD GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND
 LB2215'GO NORTHEASTERLY FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 LB2215'
 LB2215'THE STATION MARK IS A STANDARD DISK STAMPED SWANEY 2 1969, SET IN THE
 LB2215'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND
 LB2215'SURFACE.  IT IS ON THE HIGHEST POINT OF THE HILL.
 LB2215'
 LB2215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SWANEY 2 NO 3 1969, SET
 LB2215'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LB2215'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 5 FEET LOWER THAN
 LB2215'THE STATION AND ON THE SOUTHWEST SIDE OF THE HILL.
 LB2215'
 LB2215'REFERENCE MARK 4 IS STANDARD DISK STAMPED SWANEY2 NO 4 1969, SET IN
 LB2215'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LB2215'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 18 INCHES LOWER
 LB2215'THAN THE STATION AND ON THE NORTHWEST SIDE OF THE HILL.
 LB2215'
 LB2215'THE AZIMUTH MARK IS A STANDARD REFETENCE MARK DISK STAMPED SWANEY
 LB2215'1934 AZIMUTH, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LB2215'12-INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LB2215'IT IS 15 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 1.5 FEET SOUTH
 LB2215'OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE.
 LB2215'
 LB2215'THE REFERENCE MARKS FOR TRIANGULATION STATION SWANEY 1934 ARE NOT
 LB2215'VISIBLE TO SWANEY 2 BECAUSE OF THE TERRAIN.
 LB2215'
 LB2215'THE TRAVERSE DISTANCE TO SWANEY 2 RM A HAS BEEN REDUCED TO SEA LEVEL.
 LB2215
 LB2215                          STATION RECOVERY (1970)
 LB2215
 LB2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2215'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 LB2215'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN
 LB2215'THE DISTANCE TO BOTH REFERENCE MARKS.  THE 1969 DESCRIPTION
 LB2215'IS ADEQUATE FOR RECOVERING THE STATION.
 LB2215'
 LB2215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LB2215'4-1/2 MILES EAST OF ATTICA.
 LB2215
 LB2215                          STATION RECOVERY (1974)
 LB2215
 LB2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2215'ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 LB2215'CONDITION. THE DESCRIPTION IS GOOD WITH THE BELOW TIES TO THE AZIMUTH
 LB2215'MARK.
 LB2215'
 LB2215'THE AZIMUTH MARK IS 47 FEET NORTH OF THE EXTENDED CENTERLINE OF A
 LB2215'DRIVEWAY WEST AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LB2215'
 LB2215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LB2215'EAST OF ATTICA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2214 ***********************************************************************
 LB2214  DESIGNATION -  SWANEY 2 RM A
 LB2214  PID         -  LB2214
 LB2214  STATE/COUNTY-  IN/FOUNTAIN
 LB2214  COUNTRY     -  US
 LB2214  USGS QUAD   -  ATTICA (2019)
 LB2214
 LB2214                         *CURRENT SURVEY CONTROL
 LB2214  ______________________________________________________________________
 LB2214* NAD 83(1997) POSITION- 40 17 46.56340(N) 087 09 50.83022(W)   ADJUSTED
 LB2214* NAVD 88 ORTHO HEIGHT -   233.2   (meters)      765.    (feet) VERTCON3
 LB2214  ______________________________________________________________________
 LB2214  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 LB2214  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 LB2214  HORZ ORDER      -  FIRST
 LB2214
 LB2214.The horizontal coordinates were established by classical geodetic methods
 LB2214.and adjusted by the National Geodetic Survey in May 1999.
 LB2214
 LB2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2214
 LB2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2214.GEOID18 height accuracy estimate available here.
 LB2214
 LB2214.Click photographs - Photos may exist for this station.
 LB2214
 LB2214.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2214
 LB2214. The following values were computed from the NAD 83(1997) position.
 LB2214
 LB2214;                    North         East     Units Scale Factor Converg.
 LB2214;SPC IN W     -   560,416.481   893,131.493   MT  0.99996725   -0 03 08.1
 LB2214;SPC IN W     - 1,838,633.07  2,930,215.57   sFT  0.99996725   -0 03 08.1
 LB2214;UTM  16      - 4,460,653.789   486,051.537   MT  0.99960239   -0 06 22.1
 LB2214
 LB2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2214!SPC IN W     -   0.99996864  x   0.99996725  =   0.99993589
 LB2214!UTM  16      -   0.99996864  x   0.99960239  =   0.99957105
 LB2214
 LB2214:                Primary Azimuth Mark                     Grid Az
 LB2214:SPC IN W     -  BAUGH                                    083 27 49.3
 LB2214:UTM  16      -  BAUGH                                    083 31 03.3
 LB2214
 LB2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8605160653(NAD 83)
 LB2214
 LB2214|---------------------------------------------------------------------|
 LB2214| PID    Reference Object                     Distance      Geod. Az  |
 LB2214|                                                           dddmmss.s |
 LB2214| LB2594 BAUGH                               APPROX.19.0 KM 0832441.2 |
 LB2214| LB2211 ODELL VORTAC ABANDONED              APPROX. 9.0 KM 0981246.8 |
 LB2214| LB2215 SWANEY 2                             26.841 METERS 20407     |
 LB2214|---------------------------------------------------------------------|
 LB2214
 LB2214                          SUPERSEDED SURVEY CONTROL
 LB2214
 LB2214  NAD 83(1986)-  40 17 46.57123(N)    087 09 50.84161(W) AD(       ) 1
 LB2214  NAD 27      -  40 17 46.44228(N)    087 09 50.78536(W) AD(       ) 1
 LB2214  NGVD 29 (07/19/86)  233.3    (m)          765.     (f) VERT ANG       
 LB2214
 LB2214.Superseded values are not recommended for survey control.
 LB2214
 LB2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2214.See file dsdata.pdf to determine how the superseded data were derived.
 LB2214
 LB2214_MARKER: DS = TRIANGULATION STATION DISK
 LB2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2214_STAMPING: SWANEY 2 RM A 1969
 LB2214_MARK LOGO: CGS
 LB2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2214+STABILITY: SURFACE MOTION
 LB2214
 LB2214  HISTORY     - Date     Condition        Report By
 LB2214  HISTORY     - 1969     MONUMENTED       CGS
 LB2214  HISTORY     - 1970     GOOD             NGS
 LB2214
 LB2214                          STATION DESCRIPTION
 LB2214
 LB2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2214'THE STATION WAS RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS
 LB2214'NOTED IN THE DISTANCE TO STATION SWANEY 2 1969.  THE 1969
 LB2214'DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 LB2214'
 LB2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LB2214'4-1/2 MILES EAST OF ATTICA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2209 ***********************************************************************
 LA2209  DESIGNATION -  SWAYZEE MUNICIPAL TANK
 LA2209  PID         -  LA2209
 LA2209  STATE/COUNTY-  IN/GRANT
 LA2209  COUNTRY     -  US
 LA2209  USGS QUAD   -  SWEETSER (2019)
 LA2209
 LA2209                         *CURRENT SURVEY CONTROL
 LA2209  ______________________________________________________________________
 LA2209* NAD 83(1997) POSITION- 40 30 28.53739(N) 085 49 17.29309(W)   ADJUSTED
 LA2209  ______________________________________________________________________
 LA2209  GEOID HEIGHT    -        -34.383 (meters)                     GEOID18
 LA2209  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 LA2209  HORZ ORDER      -  THIRD
 LA2209
 LA2209.The horizontal coordinates were established by classical geodetic methods
 LA2209.and adjusted by the National Geodetic Survey in May 1999.
 LA2209
 LA2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2209.GEOID18 height accuracy estimate available here.
 LA2209
 LA2209.Click photographs - Photos may exist for this station.
 LA2209
 LA2209.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2209
 LA2209. The following values were computed from the NAD 83(1997) position.
 LA2209
 LA2209;                    North         East     Units Scale Factor Converg.
 LA2209;SPC IN E     -   583,927.245    86,879.622   MT  0.99996878   -0 06 02.0
 LA2209;SPC IN E     - 1,915,767.97    285,037.56   sFT  0.99996878   -0 06 02.0
 LA2209;UTM  16      - 4,484,801.728   599,850.726   MT  0.99972272   +0 45 56.1
 LA2209
 LA2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9985084801(NAD 83)
 LA2209
 LA2209                          SUPERSEDED SURVEY CONTROL
 LA2209
 LA2209  NAD 83(1986)-  40 30 28.54106(N)    085 49 17.30634(W) AD(       ) 3
 LA2209  NAD 27      -  40 30 28.39800(N)    085 49 17.36800(W) AD(       ) 3
 LA2209
 LA2209.Superseded values are not recommended for survey control.
 LA2209
 LA2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2209.See file dsdata.pdf to determine how the superseded data were derived.
 LA2209
 LA2209_MARKER: 53 = ELEVATED TANK
 LA2209
 LA2209  HISTORY     - Date     Condition        Report By
 LA2209  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2209
 LA2209                          STATION DESCRIPTION
 LA2209
 LA2209'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2212 ***********************************************************************
 LA2212  DESIGNATION -  SWEETSER
 LA2212  PID         -  LA2212
 LA2212  STATE/COUNTY-  IN/GRANT
 LA2212  COUNTRY     -  US
 LA2212  USGS QUAD   -  SWEETSER (2019)
 LA2212
 LA2212                         *CURRENT SURVEY CONTROL
 LA2212  ______________________________________________________________________
 LA2212* NAD 83(1997) POSITION- 40 34 20.33998(N) 085 46 08.59256(W)   ADJUSTED
 LA2212* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 LA2212  ______________________________________________________________________
 LA2212  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 LA2212  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 LA2212  HORZ ORDER      -  SECOND
 LA2212
 LA2212.The horizontal coordinates were established by classical geodetic methods
 LA2212.and adjusted by the National Geodetic Survey in May 1999.
 LA2212
 LA2212.The orthometric height was scaled from a topographic map.
 LA2212
 LA2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2212.GEOID18 height accuracy estimate available here.
 LA2212
 LA2212.Click photographs - Photos may exist for this station.
 LA2212
 LA2212.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2212
 LA2212. The following values were computed from the NAD 83(1997) position.
 LA2212
 LA2212;                    North         East     Units Scale Factor Converg.
 LA2212;SPC IN E     -   591,070.678    91,330.513   MT  0.99996759   -0 03 59.7
 LA2212;SPC IN E     - 1,939,204.38    299,640.19   sFT  0.99996759   -0 03 59.7
 LA2212;UTM  16      - 4,492,009.939   604,192.012   MT  0.99973363   +0 48 02.5
 LA2212
 LA2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2212!SPC IN E     -   0.99996494  x   0.99996759  =   0.99993253
 LA2212!UTM  16      -   0.99996494  x   0.99973363  =   0.99969858
 LA2212
 LA2212:                Primary Azimuth Mark                     Grid Az
 LA2212:SPC IN E     -  SWEETSER AZ MK                           355 18 45.5
 LA2212:UTM  16      -  SWEETSER AZ MK                           354 26 43.3
 LA2212
 LA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0419292009(NAD 83)
 LA2212
 LA2212|---------------------------------------------------------------------|
 LA2212| PID    Reference Object                     Distance      Geod. Az  |
 LA2212|                                                           dddmmss.s |
 LA2212| CF2751 SWEETSER RM 2                        36.268 METERS 00006     |
 LA2212| CF2750 SWEETSER RM 1                        41.130 METERS 09754     |
 LA2212| CF2749 SWEETSER AZ MK                                     3551445.8 |
 LA2212|---------------------------------------------------------------------|
 LA2212
 LA2212                          SUPERSEDED SURVEY CONTROL
 LA2212
 LA2212  NAD 83(1986)-  40 34 20.34349(N)    085 46 08.60573(W) AD(       ) 2
 LA2212  NAD 27      -  40 34 20.20200(N)    085 46 08.67230(W) AD(       ) 2
 LA2212
 LA2212.Superseded values are not recommended for survey control.
 LA2212
 LA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2212.See file dsdata.pdf to determine how the superseded data were derived.
 LA2212
 LA2212_MARKER: DS = TRIANGULATION STATION DISK
 LA2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2212_STAMPING: SWEETSER 1948
 LA2212_MARK LOGO: CGS
 LA2212_PROJECTION: FLUSH
 LA2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2212+STABILITY: SURFACE MOTION
 LA2212
 LA2212  HISTORY     - Date     Condition        Report By
 LA2212  HISTORY     - 1948     MONUMENTED       CGS
 LA2212
 LA2212                          STATION DESCRIPTION
 LA2212
 LA2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2212'THE STATION IS LOCATED IN THE NORTH SECTION OF SWEETSER ON THE GROUNDS
 LA2212'OF THE SWEETSER HIGH SCHOOL.
 LA2212'
 LA2212'IT IS 192 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 18 AND A
 LA2212'PAVED CROSSROAD, 111 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA2212'HIGH SCHOOL, 47 FEET EAST OF THE CENTER OF THE PAVED ROAD, 28 FEET
 LA2212'SOUTHEAST OF A 9 INCH MAPLE TREE AND 26 FEET NORTHEAST OF A 9 INCH
 LA2212'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SWEETSER 1948.
 LA2212'
 LA2212'REFERENCE MARK NO. 1 IS 134.94 FEET EAST OF THE STATION.  IT IS 92
 LA2212'FEET NORTH OF THE NORTHEAST CORNER OF THE HIGH SCHOOL.  THE DISK IS
 LA2212'SET FLUSH IN A DRILL HOLE IN THE WEST EDGE OF A 20 BY 40 FOOT CONCRETE
 LA2212'SLAB AND IS STAMPED SWEETSER NO 1 1948.
 LA2212'
 LA2212'REFERENCE MARK NO. 2 IS 118.99 FEET NORTH OF THE STATION.  IT IS 51
 LA2212'FEET EAST OF THE CENTER OF THE PAVED ROAD AND 18 FEET SOUTHEAST OF A 6
 LA2212'INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SWEETSER
 LA2212'NO 2 1948.
 LA2212'
 LA2212'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 64 FEET
 LA2212'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 12 FEET WEST OF
 LA2212'THE CENTER OF THE PAVED ROAD AND 4 FEET EAST OF A WHITE WITNESS POST.
 LA2212'THE DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT ON THE
 LA2212'WEST SIDE OF THE PAVED ROAD AND IS STAMPED SWEETSER 1948.
 LA2212'
 LA2212'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED ROAD
 LA2212'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LA2212'
 LA2212'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2657 ***********************************************************************
 LB2657  DESIGNATION -  SWINGLE
 LB2657  PID         -  LB2657
 LB2657  STATE/COUNTY-  IN/PULASKI
 LB2657  COUNTRY     -  US
 LB2657  USGS QUAD   -  MONON NE (2019)
 LB2657
 LB2657                         *CURRENT SURVEY CONTROL
 LB2657  ______________________________________________________________________
 LB2657* NAD 83(1997) POSITION- 40 59 07.43293(N) 086 48 27.56444(W)   ADJUSTED
 LB2657* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 LB2657  ______________________________________________________________________
 LB2657  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 LB2657  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 LB2657  HORZ ORDER      -  SECOND
 LB2657
 LB2657.The horizontal coordinates were established by classical geodetic methods
 LB2657.and adjusted by the National Geodetic Survey in May 1999.
 LB2657
 LB2657.The orthometric height was scaled from a topographic map.
 LB2657
 LB2657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2657.GEOID18 height accuracy estimate available here.
 LB2657
 LB2657.Click photographs - Photos may exist for this station.
 LB2657
 LB2657.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2657
 LB2657. The following values were computed from the NAD 83(1997) position.
 LB2657
 LB2657;                    North         East     Units Scale Factor Converg.
 LB2657;SPC IN W     -   636,973.251   923,198.454   MT  0.99997329   +0 10 50.9
 LB2657;SPC IN W     - 2,089,803.07  3,028,860.26   sFT  0.99997329   +0 10 50.9
 LB2657;UTM  16      - 4,537,153.920   516,179.932   MT  0.99960322   +0 07 34.1
 LB2657
 LB2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2657!SPC IN W     -   0.99997158  x   0.99997329  =   0.99994487
 LB2657!UTM  16      -   0.99997158  x   0.99960322  =   0.99957481
 LB2657
 LB2657:                Primary Azimuth Mark                     Grid Az
 LB2657:SPC IN W     -  SWINGLE AZ MK                            054 59 04.3
 LB2657:UTM  16      -  SWINGLE AZ MK                            055 02 21.1
 LB2657
 LB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1617937153(NAD 83)
 LB2657
 LB2657|---------------------------------------------------------------------|
 LB2657| PID    Reference Object                     Distance      Geod. Az  |
 LB2657|                                                           dddmmss.s |
 LB2657| CF2752 SWINGLE AZ MK                                      0550955.2 |
 LB2657| CD1294 SWINGLE RM 1                         38.405 METERS 09510     |
 LB2657| CD1295 SWINGLE RM 2                         31.425 METERS 21812     |
 LB2657|---------------------------------------------------------------------|
 LB2657
 LB2657                          SUPERSEDED SURVEY CONTROL
 LB2657
 LB2657  NAD 83(1986)-  40 59 07.43828(N)    086 48 27.57299(W) AD(       ) 2
 LB2657  NAD 27      -  40 59 07.29380(N)    086 48 27.52190(W) AD(       ) 2
 LB2657
 LB2657.Superseded values are not recommended for survey control.
 LB2657
 LB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2657.See file dsdata.pdf to determine how the superseded data were derived.
 LB2657
 LB2657_MARKER: DS = TRIANGULATION STATION DISK
 LB2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2657_STAMPING: SWINGLE 1947
 LB2657_MARK LOGO: CGS
 LB2657_PROJECTION: FLUSH
 LB2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2657+STABILITY: SURFACE MOTION
 LB2657
 LB2657  HISTORY     - Date     Condition        Report By
 LB2657  HISTORY     - 1947     MONUMENTED       CGS
 LB2657
 LB2657                          STATION DESCRIPTION
 LB2657
 LB2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2657'STATION IS LOCATED ABOUT 4 MILES EAST OF FRANCESVILLE ON LAND OWNED
 LB2657'BY HARRY FIELD.  IT IS 127 FEET WEST OF A NORTH-SOUTH FENCELINE, 105
 LB2657'FEET NORTH OF THE CENTER OF THE ROAD, 85 FEET NORTH OF THE NORTH
 LB2657'RIGHT-OF-WAY FENCELINE AND 42 FEET NORTHWEST OF A 24 INCH OAK
 LB2657'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LB2657'SWINGLE 1947.
 LB2657'
 LB2657'REFERENCE MARK NO. 1 IS 126.00 FEET EAST OF THE STATION.  IT IS ONE
 LB2657'FOOT WEST OF THE FENCE AND 78 FEET NORTH OF ANOTHER FENCELINE.  THE
 LB2657'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SWINGLE NO 1
 LB2657'1947.
 LB2657'
 LB2657'REFERENCE MARK NO. 2 IS 103.10 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2657'20 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET WEST OF A WHITE
 LB2657'WITNESS POST AND ONE FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 LB2657'ABOUT 4 INCHES AND THE DISK IS STAMPED SWINGLE NO 2 1947.
 LB2657'
 LB2657'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION IN THE
 LB2657'NORTHEAST CORNER OF THE FIELD.  IT IS 26 FEET WEST OF THE CENTER OF
 LB2657'THE ROAD.  2 FEET SOUTHWEST OF THE FENCE CORNER AND ONE FOOT SOUTH
 LB2657'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2657'IS STAMPED SWINGLE 1947.
 LB2657'
 LB2657'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN
 LB2657'FRANCESVILLE GO EAST ON A BLACK TOP ROAD FOR 4 MILES TO A WHITE
 LB2657'HOUSE ON THE RIGHT AND STATION ON THE LEFT AS DESCRIBED, CONTINUE
 LB2657'EAST 0.15 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO NORTH FOR
 LB2657'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2657'
 LB2657'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7568 ***********************************************************************
 DR7568  DESIGNATION -  SWINGLY N 377
 DR7568  PID         -  DR7568
 DR7568  STATE/COUNTY-  IN/LAGRANGE
 DR7568  COUNTRY     -  US
 DR7568  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7568
 DR7568                         *CURRENT SURVEY CONTROL
 DR7568  ______________________________________________________________________
 DR7568* NAD 83(1986) POSITION- 41 36 13.65   (N) 085 16 20.55   (W)   HD_HELD1
 DR7568* NAVD 88 ORTHO HEIGHT -   308.826 (meters)     1013.21  (feet) ADJUSTED
 DR7568  ______________________________________________________________________
 DR7568  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 DR7568  DYNAMIC HEIGHT  -        308.707 (meters)     1012.82  (feet) COMP
 DR7568  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 DR7568
 DR7568  VERT ORDER      -  SECOND    CLASS I
 DR7568
 DR7568.The horizontal coordinates were determined by differentially corrected
 DR7568.hand held GPS observations or other comparable positioning techniques
 DR7568.and have an estimated accuracy of +/- 3 meters.
 DR7568
 DR7568.The orthometric height was determined by differential leveling and
 DR7568.adjusted by the NATIONAL GEODETIC SURVEY
 DR7568.in March 2022.
 DR7568
 DR7568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7568.GEOID18 height accuracy estimate available here.
 DR7568
 DR7568.Click photographs - Photos may exist for this station.
 DR7568
 DR7568.The dynamic height is computed by dividing the NAVD 88
 DR7568.geopotential number by the normal gravity value computed on the
 DR7568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7568.degrees latitude (g = 980.6199 gals.).
 DR7568
 DR7568.The modeled gravity was interpolated from observed gravity values.
 DR7568
 DR7568;                    North         East    Units  Estimated Accuracy
 DR7568;SPC IN E     -   705,688.0     132,868.2     MT  (+/- 3 meters HH1 GPS) 
 DR7568
 DR7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4396407228(NAD 83)
 DR7568
 DR7568                          SUPERSEDED SURVEY CONTROL
 DR7568
 DR7568.No superseded survey control is available for this station.
 DR7568
 DR7568_MARKER: F = FLANGE-ENCASED ROD
 DR7568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7568_STAMPING: SWINGLY N 377 2018
 DR7568_MARK LOGO: NONE
 DR7568_PROJECTION: RECESSED 8 CENTIMETERS
 DR7568_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7568+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2018
 DR7568_ROD/PIPE-DEPTH: 5.2 meters
 DR7568_SLEEVE-DEPTH  : 0.9 meters
 DR7568
 DR7568  HISTORY     - Date     Condition        Report By
 DR7568  HISTORY     - 20180720 MONUMENTED       INDOT
 DR7568
 DR7568                          STATION DESCRIPTION
 DR7568
 DR7568'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7568'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF WOLCOTTVILLE,
 DR7568'5.6 MI (9.0 KM) SOUTH OF MONGO AND 4.1 MI (6.6 KM) WEST-NORTHWEST OF
 DR7568'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7568'
 DR7568'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 3,
 DR7568'TRAVEL SOUTH, SOUTHEAST AND SOUTH 2.72 MI (4.38 KM) ALONG STATE ROAD 3
 DR7568'TO THE MONUMENT ON THE LEFT (EAST) SIDE OF THE ROAD, LOCATED NORTH OF
 DR7568'THE PRIVATE DRIVE TO 2655 STATE ROAD 3.
 DR7568'
 DR7568'THE STATION IS FLUSH WITH THE GROUND, 24.7 FT (7.5 M) EAST OF THE
 DR7568'APPROXIMATE ROAD CENTERLINE AND 144.3 FT (44.0 M) NORTH OF THE
 DR7568'APPROXIMATE CENTERLINE OF THE GRAVEL DRIVEWAY TO 2655 STATE ROAD 3.
 DR7568'IT IS LOCATED 58.03 FT (17.7 M) SOUTH OF A MAG NAIL SET IN POWER POLE
 DR7568'21172 AND 103.28 FT (31.5 M) NORTHWEST OF A HOUSE CORNER.
 DR7568'
 DR7568'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7568'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0790 ***********************************************************************
 HZ0790  DESIGNATION -  SWIT 8
 HZ0790  PID         -  HZ0790
 HZ0790  STATE/COUNTY-  IN/SWITZERLAND
 HZ0790  COUNTRY     -  US
 HZ0790  USGS QUAD   -  RISING SUN (2019)
 HZ0790
 HZ0790                         *CURRENT SURVEY CONTROL
 HZ0790  ______________________________________________________________________
 HZ0790* NAD 83(2011) POSITION- 38 53 59.24357(N) 084 52 15.31537(W)   ADJUSTED
 HZ0790* NAD 83(2011) ELLIP HT-   111.359 (meters)        (06/27/12)   ADJUSTED
 HZ0790* NAD 83(2011) EPOCH   -  2010.00
 HZ0790* NAVD 88 ORTHO HEIGHT -   145.418 (meters)      477.09  (feet) ADJUSTED
 HZ0790  ______________________________________________________________________
 HZ0790  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 HZ0790  NAD 83(2011) X  -    444,353.443 (meters)                     COMP
 HZ0790  NAD 83(2011) Y  - -4,950,505.088 (meters)                     COMP
 HZ0790  NAD 83(2011) Z  -  3,983,735.257 (meters)                     COMP
 HZ0790  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 HZ0790  DYNAMIC HEIGHT  -        145.325 (meters)      476.79  (feet) COMP
 HZ0790  MODELED GRAVITY -    979,989.5   (mgal)                       NAVD 88
 HZ0790
 HZ0790  VERT ORDER      -  FIRST     CLASS II
 HZ0790
 HZ0790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ0790  Standards:
 HZ0790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ0790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ0790  -------------------------------------------------------------------
 HZ0790  NETWORK    0.92   1.02           0.42   0.31   0.52      0.21510032
 HZ0790  -------------------------------------------------------------------
 HZ0790  Click here for local accuracies and other accuracy information.
 HZ0790
 HZ0790.The horizontal coordinates were established by GPS observations
 HZ0790.and adjusted by the National Geodetic Survey in June 2012.
 HZ0790
 HZ0790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ0790.been affixed to the stable North American tectonic plate. See 
 HZ0790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ0790
 HZ0790.The horizontal coordinates are valid at the epoch date displayed above
 HZ0790.which is a decimal equivalence of Year/Month/Day.
 HZ0790
 HZ0790.The orthometric height was determined by differential leveling and
 HZ0790.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0790.in June 1991.
 HZ0790
 HZ0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0790.GEOID18 height accuracy estimate available here.
 HZ0790
 HZ0790.Click photographs - Photos may exist for this station.
 HZ0790
 HZ0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0790
 HZ0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ0790
 HZ0790.The ellipsoidal height was determined by GPS observations
 HZ0790.and is referenced to NAD 83.
 HZ0790
 HZ0790.The dynamic height is computed by dividing the NAVD 88
 HZ0790.geopotential number by the normal gravity value computed on the
 HZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0790.degrees latitude (g = 980.6199 gals.).
 HZ0790
 HZ0790.The modeled gravity was interpolated from observed gravity values.
 HZ0790
 HZ0790. The following values were computed from the NAD 83(2011) position.
 HZ0790
 HZ0790;                    North         East     Units Scale Factor Converg.
 HZ0790;SPC IN E     -   405,672.903   169,027.893   MT  1.00002532   +0 29 59.0
 HZ0790;SPC IN E     - 1,330,945.18    554,552.35   sFT  1.00002532   +0 29 59.0
 HZ0790;UTM  16      - 4,307,810.940   684,629.536   MT  1.00001977   +1 20 14.5
 HZ0790
 HZ0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0790!SPC IN E     -   0.99998253  x   1.00002532  =   1.00000785
 HZ0790!UTM  16      -   0.99998253  x   1.00001977  =   1.00000230
 HZ0790
 HZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8462907810(NAD 83)
 HZ0790
 HZ0790                          SUPERSEDED SURVEY CONTROL
 HZ0790
 HZ0790  NAD 83(2007)-  38 53 59.24373(N)    084 52 15.31615(W) AD(2002.00) 0
 HZ0790  ELLIP H (02/10/07)  111.386  (m)                       GP(2002.00)    
 HZ0790  NAD 83(1997)-  38 53 59.24381(N)    084 52 15.31658(W) AD(       ) 1
 HZ0790  ELLIP H (04/07/03)  111.420  (m)                       GP(       ) 3 1
 HZ0790  NAVD 88             145.42   (m)          477.1    (f) LEVELING    3  
 HZ0790  NGVD 29 (??/??/92)  145.618  (m)          477.75   (f) ADJ UNCH    1 2
 HZ0790
 HZ0790.Superseded values are not recommended for survey control.
 HZ0790
 HZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0790.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0790
 HZ0790_MARKER: DD = SURVEY DISK
 HZ0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0790_SP_SET: BRIDGE
 HZ0790_STAMPING: SWIT 8
 HZ0790_MARK LOGO: INHD
 HZ0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0790+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 HZ0790
 HZ0790  HISTORY     - Date     Condition        Report By
 HZ0790  HISTORY     - 1965     MONUMENTED       INHD
 HZ0790  HISTORY     - 1965     GOOD             CGS
 HZ0790  HISTORY     - 1986     GOOD             LOCSUR
 HZ0790  HISTORY     - 20020917 GOOD             WOOLPT
 HZ0790
 HZ0790                          STATION DESCRIPTION
 HZ0790
 HZ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0790'4.4 MI SW FROM RISING SUN.
 HZ0790'ABOUT 0.1 MILES EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0790'AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 56,
 HZ0790'THENCE 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 156, 18 FEET SOUTHWEST
 HZ0790'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 HZ0790'END OF THE SOUTHWEST CONCRETE GUARD RAIL CURB OF THE BRIDGE OVER
 HZ0790'GRANTS CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HZ0790
 HZ0790                          STATION RECOVERY (1986)
 HZ0790
 HZ0790'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 HZ0790'RECOVERED IN GOOD CONDITION.
 HZ0790
 HZ0790                          STATION RECOVERY (2002)
 HZ0790
 HZ0790'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0790'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ0790'
 HZ0790'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 HZ0790'THE HORIZON ARE, A
 HZ0790'LONE TREE APPROXIMATELY 20 FEET SOUTHWEST EXTENDING 60 DEGREES ABOVE
 HZ0790'THE HORIZON, A
 HZ0790'UTILITY POLE APPROXIMATELY 15 FEET SOUTHWEST EXTENDING 65 DEGREES
 HZ0790'ABOVE THE HORIZON,
 HZ0790'AND A CLUSTER OF TREES APPROXIMATELY 15 FEET WEST AND NORTHWEST
 HZ0790'EXTENDING 70
 HZ0790'DEGREES ABOVE THE HORIZON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0808 ***********************************************************************
 HZ0808  DESIGNATION -  SWIT S 10
 HZ0808  PID         -  HZ0808
 HZ0808  STATE/COUNTY-  IN/SWITZERLAND
 HZ0808  COUNTRY     -  US
 HZ0808  USGS QUAD   -  FLORENCE (2019)
 HZ0808
 HZ0808                         *CURRENT SURVEY CONTROL
 HZ0808  ______________________________________________________________________
 HZ0808* NAD 83(1986) POSITION- 38 47 13.     (N) 084 54 45.     (W)   SCALED
 HZ0808* NAVD 88 ORTHO HEIGHT -   142.307 (meters)      466.89  (feet) ADJUSTED
 HZ0808  ______________________________________________________________________
 HZ0808  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 HZ0808  DYNAMIC HEIGHT  -        142.217 (meters)      466.59  (feet) COMP
 HZ0808  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 HZ0808
 HZ0808  VERT ORDER      -  FIRST     CLASS II
 HZ0808
 HZ0808.The horizontal coordinates were scaled from a map and have
 HZ0808.an estimated accuracy of +/- 6 seconds.
 HZ0808
 HZ0808.The orthometric height was determined by differential leveling and
 HZ0808.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0808.in June 1991.
 HZ0808
 HZ0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0808.GEOID18 height accuracy estimate available here.
 HZ0808
 HZ0808.Click photographs - Photos may exist for this station.
 HZ0808
 HZ0808.The dynamic height is computed by dividing the NAVD 88
 HZ0808.geopotential number by the normal gravity value computed on the
 HZ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0808.degrees latitude (g = 980.6199 gals.).
 HZ0808
 HZ0808.The modeled gravity was interpolated from observed gravity values.
 HZ0808
 HZ0808;                    North         East    Units  Estimated Accuracy
 HZ0808;SPC IN E     -   393,120.      165,520.      MT  (+/- 180 meters Scaled)
 HZ0808
 HZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH813952(NAD 83)
 HZ0808
 HZ0808                          SUPERSEDED SURVEY CONTROL
 HZ0808
 HZ0808  NGVD 29 (??/??/92)  142.499  (m)          467.52   (f) ADJ UNCH    1 2
 HZ0808
 HZ0808.Superseded values are not recommended for survey control.
 HZ0808
 HZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0808.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0808
 HZ0808_MARKER: DD = SURVEY DISK
 HZ0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0808_SP_SET: CULVERT
 HZ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0808
 HZ0808  HISTORY     - Date     Condition        Report By
 HZ0808  HISTORY     - UNK      MONUMENTED       INHD
 HZ0808  HISTORY     - 1965     GOOD             CGS
 HZ0808  HISTORY     - 19910727 GOOD             USPSQD
 HZ0808  HISTORY     - 19980205 GOOD             WOOLPT
 HZ0808
 HZ0808                          STATION DESCRIPTION
 HZ0808
 HZ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0808'0.8 MI NE FROM FLORENCE.
 HZ0808'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0808'OFFICE AT FLORENCE, IN SECTION 32, T 2 N, R 1 W, 26 FEET
 HZ0808'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 HZ0808'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 HZ0808'LARGE CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HZ0808
 HZ0808                          STATION RECOVERY (1991)
 HZ0808
 HZ0808'RECOVERY NOTE BY US POWER SQUADRON 1991 (RGK)
 HZ0808'RECOVERED IN GOOD CONDITION.
 HZ0808
 HZ0808                          STATION RECOVERY (1998)
 HZ0808
 HZ0808'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998
 HZ0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0799 ***********************************************************************
 HZ0799  DESIGNATION -  SWIT S 12
 HZ0799  PID         -  HZ0799
 HZ0799  STATE/COUNTY-  IN/SWITZERLAND
 HZ0799  COUNTRY     -  US
 HZ0799  USGS QUAD   -  PATRIOT (2019)
 HZ0799
 HZ0799                         *CURRENT SURVEY CONTROL
 HZ0799  ______________________________________________________________________
 HZ0799* NAD 83(1986) POSITION- 38 50 30.     (N) 084 49 23.     (W)   SCALED
 HZ0799* NAVD 88 ORTHO HEIGHT -   144.247 (meters)      473.25  (feet) ADJUSTED
 HZ0799  ______________________________________________________________________
 HZ0799  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 HZ0799  DYNAMIC HEIGHT  -        144.156 (meters)      472.95  (feet) COMP
 HZ0799  MODELED GRAVITY -    979,992.6   (mgal)                       NAVD 88
 HZ0799
 HZ0799  VERT ORDER      -  FIRST     CLASS II
 HZ0799
 HZ0799.The horizontal coordinates were scaled from a map and have
 HZ0799.an estimated accuracy of +/- 6 seconds.
 HZ0799
 HZ0799.The orthometric height was determined by differential leveling and
 HZ0799.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0799.in June 1991.
 HZ0799
 HZ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0799.GEOID18 height accuracy estimate available here.
 HZ0799
 HZ0799.Click photographs - Photos may exist for this station.
 HZ0799
 HZ0799.The dynamic height is computed by dividing the NAVD 88
 HZ0799.geopotential number by the normal gravity value computed on the
 HZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0799.degrees latitude (g = 980.6199 gals.).
 HZ0799
 HZ0799.The modeled gravity was interpolated from observed gravity values.
 HZ0799
 HZ0799;                    North         East    Units  Estimated Accuracy
 HZ0799;SPC IN E     -   399,260.      173,240.      MT  (+/- 180 meters Scaled)
 HZ0799
 HZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ889014(NAD 83)
 HZ0799
 HZ0799                          SUPERSEDED SURVEY CONTROL
 HZ0799
 HZ0799  NGVD 29 (??/??/92)  144.445  (m)          473.90   (f) ADJ UNCH    1 2
 HZ0799
 HZ0799.Superseded values are not recommended for survey control.
 HZ0799
 HZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0799.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0799
 HZ0799_MARKER: DD = SURVEY DISK
 HZ0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0799_SP_SET: BRIDGE
 HZ0799_STAMPING: SWIT S 12
 HZ0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0799
 HZ0799  HISTORY     - Date     Condition        Report By
 HZ0799  HISTORY     - UNK      MONUMENTED       INHD
 HZ0799  HISTORY     - 1965     GOOD             CGS
 HZ0799  HISTORY     - 20190915 GOOD             USPSQD
 HZ0799
 HZ0799                          STATION DESCRIPTION
 HZ0799
 HZ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0799'0.2 MI NE FROM PATRIOT.
 HZ0799'ABOUT 0.25 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0799'OFFICE AT PATRIOT, IN SECTION 13, T 2 N, R 1 W, 18 FEET NORTHWEST
 HZ0799'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 HZ0799'END OF THE NORTHWEST CONCRETE GUARD RAIL CURB OF A LARGE CONCRETE
 HZ0799'BRIDGE OVER WADE CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HZ0799'HIGHWAY.
 HZ0799
 HZ0799                          STATION RECOVERY (2019)
 HZ0799
 HZ0799'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0817 ***********************************************************************
 HZ0817  DESIGNATION -  SWIT S 13
 HZ0817  PID         -  HZ0817
 HZ0817  STATE/COUNTY-  IN/SWITZERLAND
 HZ0817  COUNTRY     -  US
 HZ0817  USGS QUAD   -  FLORENCE (2019)
 HZ0817
 HZ0817                         *CURRENT SURVEY CONTROL
 HZ0817  ______________________________________________________________________
 HZ0817* NAD 83(1986) POSITION- 38 46 47.     (N) 084 59 25.     (W)   SCALED
 HZ0817* NAVD 88 ORTHO HEIGHT -   143.141 (meters)      469.62  (feet) ADJUSTED
 HZ0817  ______________________________________________________________________
 HZ0817  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 HZ0817  DYNAMIC HEIGHT  -        143.050 (meters)      469.32  (feet) COMP
 HZ0817  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 HZ0817
 HZ0817  VERT ORDER      -  FIRST     CLASS II
 HZ0817
 HZ0817.The horizontal coordinates were scaled from a map and have
 HZ0817.an estimated accuracy of +/- 6 seconds.
 HZ0817
 HZ0817.The orthometric height was determined by differential leveling and
 HZ0817.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0817.in June 1991.
 HZ0817
 HZ0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0817.GEOID18 height accuracy estimate available here.
 HZ0817
 HZ0817.Click photographs - Photos may exist for this station.
 HZ0817
 HZ0817.The dynamic height is computed by dividing the NAVD 88
 HZ0817.geopotential number by the normal gravity value computed on the
 HZ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0817.degrees latitude (g = 980.6199 gals.).
 HZ0817
 HZ0817.The modeled gravity was interpolated from observed gravity values.
 HZ0817
 HZ0817;                    North         East    Units  Estimated Accuracy
 HZ0817;SPC IN E     -   392,260.      158,770.      MT  (+/- 180 meters Scaled)
 HZ0817
 HZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH745942(NAD 83)
 HZ0817
 HZ0817                          SUPERSEDED SURVEY CONTROL
 HZ0817
 HZ0817  NGVD 29 (??/??/92)  143.329  (m)          470.24   (f) ADJ UNCH    1 2
 HZ0817
 HZ0817.Superseded values are not recommended for survey control.
 HZ0817
 HZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0817.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0817
 HZ0817_MARKER: DD = SURVEY DISK
 HZ0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0817_SP_SET: BRIDGE
 HZ0817_STAMPING: SWIT S 13
 HZ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0817
 HZ0817  HISTORY     - Date     Condition        Report By
 HZ0817  HISTORY     - UNK      MONUMENTED       INHD
 HZ0817  HISTORY     - 1965     GOOD             CGS
 HZ0817  HISTORY     - 19910727 GOOD             USPSQD
 HZ0817
 HZ0817                          STATION DESCRIPTION
 HZ0817
 HZ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0817'3.6 MI W FROM FLORENCE.
 HZ0817'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 HZ0817'AT FLORENCE, IN SECTION 4, T 1 N, R 2 W, 17 FEET SOUTH OF THE
 HZ0817'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 HZ0817'BASE OF THE SOUTH CONCRETE GUARD RAIL ON A LARGE BRIDGE OVER LOG
 HZ0817'LICK CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HZ0817
 HZ0817                          STATION RECOVERY (1991)
 HZ0817
 HZ0817'RECOVERY NOTE BY US POWER SQUADRON 1991 (RGK)
 HZ0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1036 ***********************************************************************
 HZ1036  DESIGNATION -  SWIT S 4
 HZ1036  PID         -  HZ1036
 HZ1036  STATE/COUNTY-  IN/SWITZERLAND
 HZ1036  COUNTRY     -  US
 HZ1036  USGS QUAD   -  CARROLLTON (2019)
 HZ1036
 HZ1036                         *CURRENT SURVEY CONTROL
 HZ1036  ______________________________________________________________________
 HZ1036* NAD 83(1986) POSITION- 38 41 30.     (N) 085 10 47.     (W)   SCALED
 HZ1036* NAVD 88 ORTHO HEIGHT -   142.915 (meters)      468.88  (feet) ADJUSTED
 HZ1036  ______________________________________________________________________
 HZ1036  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 HZ1036  DYNAMIC HEIGHT  -        142.822 (meters)      468.58  (feet) COMP
 HZ1036  MODELED GRAVITY -    979,976.0   (mgal)                       NAVD 88
 HZ1036
 HZ1036  VERT ORDER      -  FIRST     CLASS II
 HZ1036
 HZ1036.The horizontal coordinates were scaled from a map and have
 HZ1036.an estimated accuracy of +/- 6 seconds.
 HZ1036
 HZ1036.The orthometric height was determined by differential leveling and
 HZ1036.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1036.in June 1991.
 HZ1036
 HZ1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1036.GEOID18 height accuracy estimate available here.
 HZ1036
 HZ1036.Click photographs - Photos may exist for this station.
 HZ1036
 HZ1036.The dynamic height is computed by dividing the NAVD 88
 HZ1036.geopotential number by the normal gravity value computed on the
 HZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1036.degrees latitude (g = 980.6199 gals.).
 HZ1036
 HZ1036.The modeled gravity was interpolated from observed gravity values.
 HZ1036
 HZ1036;                    North         East    Units  Estimated Accuracy
 HZ1036;SPC IN E     -   382,380.      142,360.      MT  (+/- 180 meters Scaled)
 HZ1036
 HZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH583841(NAD 83)
 HZ1036
 HZ1036                          SUPERSEDED SURVEY CONTROL
 HZ1036
 HZ1036  NGVD 29 (??/??/92)  143.093  (m)          469.46   (f) ADJ UNCH    1 2
 HZ1036
 HZ1036.Superseded values are not recommended for survey control.
 HZ1036
 HZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1036.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1036
 HZ1036_MARKER: DD = SURVEY DISK
 HZ1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1036_SP_SET: BRIDGE
 HZ1036_STAMPING: SWIT S4
 HZ1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1036
 HZ1036  HISTORY     - Date     Condition        Report By
 HZ1036  HISTORY     - UNK      MONUMENTED       INHD
 HZ1036  HISTORY     - 1965     GOOD             CGS
 HZ1036  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 HZ1036
 HZ1036                          STATION DESCRIPTION
 HZ1036
 HZ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1036'7.6 MI SW FROM VEVAY.
 HZ1036'7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COUNTY
 HZ1036'COURTHOUSE AT VEVAY, IN SECTION 2, T 1 N, R 4 W, ABOUT 0.3 MILE
 HZ1036'EAST OF THE HALF WAY HOUSE AT LAMB, 14 FEET NORTH OF THE CENTER
 HZ1036'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH
 HZ1036'CURB OF THE GUARDRAIL OF A BRIDGE OVER TUCKER RUN CREEK.
 HZ1036
 HZ1036                          STATION RECOVERY (2023)
 HZ1036
 HZ1036'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0806 ***********************************************************************
 HZ0806  DESIGNATION -  SWIT S 7
 HZ0806  PID         -  HZ0806
 HZ0806  STATE/COUNTY-  IN/SWITZERLAND
 HZ0806  COUNTRY     -  US
 HZ0806  USGS QUAD   -  PATRIOT (2019)
 HZ0806
 HZ0806                         *CURRENT SURVEY CONTROL
 HZ0806  ______________________________________________________________________
 HZ0806* NAD 83(1986) POSITION- 38 47 57.     (N) 084 52 27.     (W)   SCALED
 HZ0806* NAVD 88 ORTHO HEIGHT -   140.935 (meters)      462.38  (feet) ADJUSTED
 HZ0806  ______________________________________________________________________
 HZ0806  GEOID HEIGHT    -        -33.942 (meters)                     GEOID18
 HZ0806  DYNAMIC HEIGHT  -        140.845 (meters)      462.09  (feet) COMP
 HZ0806  MODELED GRAVITY -    979,986.2   (mgal)                       NAVD 88
 HZ0806
 HZ0806  VERT ORDER      -  FIRST     CLASS II
 HZ0806
 HZ0806.The horizontal coordinates were scaled from a map and have
 HZ0806.an estimated accuracy of +/- 6 seconds.
 HZ0806
 HZ0806.The orthometric height was determined by differential leveling and
 HZ0806.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0806.in June 1991.
 HZ0806
 HZ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0806.GEOID18 height accuracy estimate available here.
 HZ0806
 HZ0806.Click photographs - Photos may exist for this station.
 HZ0806
 HZ0806.The dynamic height is computed by dividing the NAVD 88
 HZ0806.geopotential number by the normal gravity value computed on the
 HZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0806.degrees latitude (g = 980.6199 gals.).
 HZ0806
 HZ0806.The modeled gravity was interpolated from observed gravity values.
 HZ0806
 HZ0806;                    North         East    Units  Estimated Accuracy
 HZ0806;SPC IN E     -   394,500.      168,840.      MT  (+/- 180 meters Scaled)
 HZ0806
 HZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH846966(NAD 83)
 HZ0806
 HZ0806                          SUPERSEDED SURVEY CONTROL
 HZ0806
 HZ0806  NGVD 29 (??/??/92)  141.127  (m)          463.01   (f) ADJ UNCH    1 2
 HZ0806
 HZ0806.Superseded values are not recommended for survey control.
 HZ0806
 HZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0806.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0806
 HZ0806_MARKER: DD = SURVEY DISK
 HZ0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0806_SP_SET: BRIDGE SEAT
 HZ0806_STAMPING: SWIT S 7
 HZ0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0806
 HZ0806  HISTORY     - Date     Condition        Report By
 HZ0806  HISTORY     - UNK      MONUMENTED       INHD
 HZ0806  HISTORY     - 1965     GOOD             CGS
 HZ0806
 HZ0806                          STATION DESCRIPTION
 HZ0806
 HZ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0806'3 MI NE FROM FLORENCE.
 HZ0806'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE
 HZ0806'POST OFFICE AT FLORENCE, OR 6.15 MILES SOUTHWEST ALONG STATE
 HZ0806'HIGHWAY 156 FROM THE POST OFFICE AT PATRIOT, IN SECTION 34,
 HZ0806'T 2 N, R 1 W, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HZ0806'SET IN THE TOP OF THE NORTH END OF THE WEST BRIDGE SEAT OF THE
 HZ0806'BRIDGE OVER BRYANT CREEK, ABOUT 5 FEET BELOW THE LEVEL OF THE
 HZ0806'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0794 ***********************************************************************
 HZ0794  DESIGNATION -  SWIT S 9
 HZ0794  PID         -  HZ0794
 HZ0794  STATE/COUNTY-  IN/SWITZERLAND
 HZ0794  COUNTRY     -  US
 HZ0794  USGS QUAD   -  RISING SUN (2019)
 HZ0794
 HZ0794                         *CURRENT SURVEY CONTROL
 HZ0794  ______________________________________________________________________
 HZ0794* NAD 83(1986) POSITION- 38 53 01.     (N) 084 48 06.     (W)   SCALED
 HZ0794* NAVD 88 ORTHO HEIGHT -   160.358 (meters)      526.11  (feet) ADJUSTED
 HZ0794  ______________________________________________________________________
 HZ0794  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 HZ0794  DYNAMIC HEIGHT  -        160.257 (meters)      525.78  (feet) COMP
 HZ0794  MODELED GRAVITY -    979,995.5   (mgal)                       NAVD 88
 HZ0794
 HZ0794  VERT ORDER      -  FIRST     CLASS II
 HZ0794
 HZ0794.The horizontal coordinates were scaled from a map and have
 HZ0794.an estimated accuracy of +/- 6 seconds.
 HZ0794
 HZ0794.The orthometric height was determined by differential leveling and
 HZ0794.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0794.in June 1991.
 HZ0794
 HZ0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0794.GEOID18 height accuracy estimate available here.
 HZ0794
 HZ0794.Click photographs - Photos may exist for this station.
 HZ0794
 HZ0794.The dynamic height is computed by dividing the NAVD 88
 HZ0794.geopotential number by the normal gravity value computed on the
 HZ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0794.degrees latitude (g = 980.6199 gals.).
 HZ0794
 HZ0794.The modeled gravity was interpolated from observed gravity values.
 HZ0794
 HZ0794;                    North         East    Units  Estimated Accuracy
 HZ0794;SPC IN E     -   403,930.      175,050.      MT  (+/- 180 meters Scaled)
 HZ0794
 HZ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ906061(NAD 83)
 HZ0794
 HZ0794                          SUPERSEDED SURVEY CONTROL
 HZ0794
 HZ0794  NGVD 29 (??/??/92)  160.556  (m)          526.76   (f) ADJ UNCH    1 2
 HZ0794
 HZ0794.Superseded values are not recommended for survey control.
 HZ0794
 HZ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0794.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0794
 HZ0794_MARKER: DD = SURVEY DISK
 HZ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0794_STAMPING: SWIT S 9
 HZ0794_PROJECTION: PROJECTING 20 CENTIMETERS
 HZ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0794+STABILITY: SURFACE MOTION
 HZ0794
 HZ0794  HISTORY     - Date     Condition        Report By
 HZ0794  HISTORY     - UNK      MONUMENTED       INHD
 HZ0794  HISTORY     - 1965     GOOD             CGS
 HZ0794  HISTORY     - 20190911 GOOD             USPSQD
 HZ0794
 HZ0794                          STATION DESCRIPTION
 HZ0794
 HZ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0794'3.8 MI N FROM PATRIOT.
 HZ0794'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0794'OFFICE AT PATRIOT, IN SECTION 32, T 2 N, R 1 E, 82 FEET SOUTH OF
 HZ0794'THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND GRIDLEY ROAD,
 HZ0794'52 FEET SOUTHEAST OF THE CENTER LINE OF GRIDLEY ROAD, 36 FEET
 HZ0794'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET NORTHWEST
 HZ0794'OF A TELEPHONE POLE, 0.8 FEET SOUTHWEST OF A METAL WITNESS POST,
 HZ0794'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HZ0794'OF A CONCRETE POST PROJECTING 8 INCHES.
 HZ0794
 HZ0794                          STATION RECOVERY (2019)
 HZ0794
 HZ0794'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1320 ***********************************************************************
 HZ1320  DESIGNATION -  SWITCH
 HZ1320  PID         -  HZ1320
 HZ1320  STATE/COUNTY-  IN/FLOYD
 HZ1320  COUNTRY     -  US
 HZ1320  USGS QUAD   -  SPEED (2019)
 HZ1320
 HZ1320                         *CURRENT SURVEY CONTROL
 HZ1320  ______________________________________________________________________
 HZ1320* NAD 83(1986) POSITION- 38 22 30.     (N) 085 48 34.     (W)   SCALED
 HZ1320* NAVD 88 ORTHO HEIGHT -   174.901 (meters)      573.82  (feet) ADJUSTED
 HZ1320  ______________________________________________________________________
 HZ1320  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 HZ1320  DYNAMIC HEIGHT  -        174.783 (meters)      573.43  (feet) COMP
 HZ1320  MODELED GRAVITY -    979,951.2   (mgal)                       NAVD 88
 HZ1320
 HZ1320  VERT ORDER      -  FIRST     CLASS II
 HZ1320
 HZ1320.The horizontal coordinates were scaled from a map and have
 HZ1320.an estimated accuracy of +/- 6 seconds.
 HZ1320
 HZ1320.The orthometric height was determined by differential leveling and
 HZ1320.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1320.in June 1991.
 HZ1320
 HZ1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1320.GEOID18 height accuracy estimate available here.
 HZ1320
 HZ1320.Click photographs - Photos may exist for this station.
 HZ1320
 HZ1320.The dynamic height is computed by dividing the NAVD 88
 HZ1320.geopotential number by the normal gravity value computed on the
 HZ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1320.degrees latitude (g = 980.6199 gals.).
 HZ1320
 HZ1320.The modeled gravity was interpolated from observed gravity values.
 HZ1320
 HZ1320;                    North         East    Units  Estimated Accuracy
 HZ1320;SPC IN E     -   347,130.       87,520.      MT  (+/- 180 meters Scaled)
 HZ1320
 HZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH039480(NAD 83)
 HZ1320
 HZ1320                          SUPERSEDED SURVEY CONTROL
 HZ1320
 HZ1320  NGVD 29 (??/??/92)  175.038  (m)          574.27   (f) ADJ UNCH    1 2
 HZ1320
 HZ1320.Superseded values are not recommended for survey control.
 HZ1320
 HZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1320.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1320
 HZ1320_MARKER: DB = BENCH MARK DISK
 HZ1320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1320_SP_SET: CULVERT HEADWALL
 HZ1320_STAMPING: SWITCH 1940
 HZ1320_MARK LOGO: CGS
 HZ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1320+STABILITY: SURFACE MOTION
 HZ1320
 HZ1320  HISTORY     - Date     Condition        Report By
 HZ1320  HISTORY     - 1940     MONUMENTED       CGS
 HZ1320  HISTORY     - 1949     GOOD             CGS
 HZ1320
 HZ1320                          STATION DESCRIPTION
 HZ1320
 HZ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1320'6.3 MI N FROM NEW ALBANY.
 HZ1320'ABOUT 6.3 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 HZ1320'RAILWAY FROM THE STATION AT NEW ALBANY, ABOUT 1.6 MILES SOUTH OF
 HZ1320'THE WASHINGTON-FLOYD COUNTY LINE AT ST. JOSEPH, IN TOP OF THE
 HZ1320'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE AND STONE
 HZ1320'RAILROAD CULVERT, 189 FEET NORTH OF SEMAPHORE 311.1, ABOUT 0.1
 HZ1320'MILE SOUTH OF STONEYS GRILL AND MILE POST 311, 10.5 FEET NORTHWEST
 HZ1320'OF THE NORTHWEST RAIL AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1794 ***********************************************************************
 KA1794  DESIGNATION -  SWITZ
 KA1794  PID         -  KA1794
 KA1794  STATE/COUNTY-  IN/GREENE
 KA1794  COUNTRY     -  US
 KA1794  USGS QUAD   -  SWITZ CITY (2019)
 KA1794
 KA1794                         *CURRENT SURVEY CONTROL
 KA1794  ______________________________________________________________________
 KA1794* NAD 83(1997) POSITION- 39 02 18.09900(N) 087 04 34.50678(W)   ADJUSTED
 KA1794* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 KA1794  ______________________________________________________________________
 KA1794  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 KA1794  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 KA1794  HORZ ORDER      -  SECOND
 KA1794
 KA1794.The horizontal coordinates were established by classical geodetic methods
 KA1794.and adjusted by the National Geodetic Survey in May 1999.
 KA1794
 KA1794.The orthometric height was scaled from a topographic map.
 KA1794
 KA1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1794.GEOID18 height accuracy estimate available here.
 KA1794
 KA1794.Click photographs - Photos may exist for this station.
 KA1794
 KA1794.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1794
 KA1794. The following values were computed from the NAD 83(1997) position.
 KA1794
 KA1794;                    North         East     Units Scale Factor Converg.
 KA1794;SPC IN W     -   420,754.834   900,613.089   MT  0.99996667   +0 00 16.1
 KA1794;SPC IN W     - 1,380,426.48  2,954,761.44   sFT  0.99996667   +0 00 16.1
 KA1794;UTM  16      - 4,321,036.306   493,400.782   MT  0.99960054   -0 02 52.9
 KA1794
 KA1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1794!SPC IN W     -   0.99997627  x   0.99996667  =   0.99994294
 KA1794!UTM  16      -   0.99997627  x   0.99960054  =   0.99957682
 KA1794
 KA1794:                Primary Azimuth Mark                     Grid Az
 KA1794:SPC IN W     -  LINTON                                   270 54 55.4
 KA1794:UTM  16      -  LINTON                                   270 58 04.4
 KA1794
 KA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9340021036(NAD 83)
 KA1794
 KA1794|---------------------------------------------------------------------|
 KA1794| PID    Reference Object                     Distance      Geod. Az  |
 KA1794|                                                           dddmmss.s |
 KA1794| CM4666 SWITZ RM 2                           26.654 METERS 01207     |
 KA1794| CM4664 SWITZ AZ MK                                        0922118.8 |
 KA1794| CM4665 SWITZ RM 1                           27.980 METERS 25929     |
 KA1794| KA1798 LINTON                              APPROX. 7.9 KM 2705511.5 |
 KA1794|---------------------------------------------------------------------|
 KA1794
 KA1794                          SUPERSEDED SURVEY CONTROL
 KA1794
 KA1794  NAD 83(1986)-  39 02 18.10534(N)    087 04 34.50333(W) AD(       ) 2
 KA1794  NAD 27      -  39 02 17.94240(N)    087 04 34.46790(W) AD(       ) 2
 KA1794
 KA1794.Superseded values are not recommended for survey control.
 KA1794
 KA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1794.See file dsdata.pdf to determine how the superseded data were derived.
 KA1794
 KA1794_MARKER: DS = TRIANGULATION STATION DISK
 KA1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1794_STAMPING: SWITZ 1947
 KA1794_MARK LOGO: CGS
 KA1794_PROJECTION: FLUSH
 KA1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1794+STABILITY: SURFACE MOTION
 KA1794
 KA1794  HISTORY     - Date     Condition        Report By
 KA1794  HISTORY     - 1947     MONUMENTED       CGS
 KA1794  HISTORY     - 1982     POOR             LOCENG
 KA1794
 KA1794                          STATION DESCRIPTION
 KA1794
 KA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1794'THE STATION IS LOCATED BESIDE STATE HIGHWAY 54, ABOUT 4-1/2 MILES
 KA1794'EAST OF LINTON, 1-1/4 MILES WEST OF SWITZ CITY, AND ON LAND OWNED
 KA1794'BY MR. PAUL Y. DAVIS. THE MARK IS 73.3 FEET WEST OF THE SOUTHWEST
 KA1794'CORNER OF MR. DAVIS HOUSE, 55 FEET NORTH OF THE CENTERLINE OF
 KA1794'THE HIGHWAY, 21 FEET NORTHWEST OF A FENCE CORNER, AND 14.2 FEET NORTH
 KA1794'OF A WIRE FENCE, WITNESS POST AND A CONCRETE RIGHT-OF-WAY
 KA1794'POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1794'SWITZ 1947.
 KA1794'
 KA1794'REFERENCE MARK NO. 1 IS 91.80 FEET WEST-SOUTHWEST OF THE STATION,
 KA1794'37.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KA1794'SOUTH OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1794'DISK IS STAMPED SWITZ NO 1 1947.
 KA1794'
 KA1794'REFERENCE MARK NO. 2 IS 87.45 FEET NORTH-NORTHEAST OF THE STATION AND
 KA1794'3 FEET WEST OF THE WEST EDGE OF MR. DAVIS GARAGE. THE MARK
 KA1794'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SWITZ NO 2 1947.
 KA1794'
 KA1794'THE AZIMUTH MARK IS 0.55 MILE EAST OF THE STATION VIA STATE HIGHWAY
 KA1794'54, 43.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 KA1794'SOUTHWEST OF POWERLINE POLE NO 11, AND 1 FOOT NORTH OF A WIRE FENCE.
 KA1794'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED SWITZ 1947.
 KA1794'
 KA1794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 59 IN
 KA1794'LINTON, GO EAST ON THE FORMER FOR 4.85 MILES TO THE TOP OF A GRADE
 KA1794'AND THE STATION ON THE LEFT AS DESCRIBED. THIS IS 0.2 MILE WEST OF A
 KA1794'GRAVEL ROAD LEADING NORTH.
 KA1794'
 KA1794'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 KA1794
 KA1794                          STATION RECOVERY (1982)
 KA1794
 KA1794'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JB)
 KA1794'SWITZ RECOVERED IN POOR CONDITION, TOP HAS BEEN BROKEN OFF.
 KA1794'
 KA1794'SWITZ AZ RECOVERED IN POOR CONDITION, TOP HAS BEEN BROKEN OFF.
 KA1794'
 KA1794'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION, DISTANCE CHECKS
 KA1794'TO STATION.
 KA1794'
 KA1794'REFERENCE MARK NO. 2 NOT LOCATED BUT NOT THROUGHLY SEARCHED FOR,
 KA1794'STATION AND AZIMUTH IN POOR CONDITION, STATION SURFACE MONUMENT IN
 KA1794'FIELD AND HAS PROBABLY BEEN BUMPED.  AZIMUTH NEXT TO POWER POLE
 KA1794'AND HAS PROBABLY BEEN BUMPED, DESCRIPTION ADEQUATE.
 KA1794'
 KA1794'DISTANCE FROM STATION TO AZIMUTH 2902.26 FT.
 KA1794'
 KA1794'DISTANCE AND DIRECTION FROM NEAREST TOWN--BESIDE HIGHWAY 54 1-1/4
 KA1794'MILES WEST OF SWITZ CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1671 ***********************************************************************
 MD1671  DESIGNATION -  SYRACUSE 2
 MD1671  PID         -  MD1671
 MD1671  STATE/COUNTY-  IN/ELKHART
 MD1671  COUNTRY     -  US
 MD1671  USGS QUAD   -  MILFORD (2019)
 MD1671
 MD1671                         *CURRENT SURVEY CONTROL
 MD1671  ______________________________________________________________________
 MD1671* NAD 83(1997) POSITION- 41 27 04.80347(N) 085 45 00.99706(W)   NO CHECK
 MD1671* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 MD1671  ______________________________________________________________________
 MD1671  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 MD1671  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 MD1671  HORZ ORDER      -  THIRD
 MD1671
 MD1671.The horizontal coordinates were established by classical geodetic methods
 MD1671.and adjusted by the National Geodetic Survey in May 1999.
 MD1671
 MD1671.No horizontal observational check was made to the station.
 MD1671
 MD1671.The orthometric height was scaled from a topographic map.
 MD1671
 MD1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1671.GEOID18 height accuracy estimate available here.
 MD1671
 MD1671.Click photographs - Photos may exist for this station.
 MD1671
 MD1671.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1671
 MD1671. The following values were computed from the NAD 83(1997) position.
 MD1671
 MD1671;                    North         East     Units Scale Factor Converg.
 MD1671;SPC IN E     -   688,684.307    93,013.870   MT  0.99996727   -0 03 19.3
 MD1671;SPC IN E     - 2,259,458.43    305,163.01   sFT  0.99996727   -0 03 19.3
 MD1671;UTM  16      - 4,589,615.089   604,384.435   MT  0.99973409   +0 49 38.5
 MD1671
 MD1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1671!SPC IN E     -   0.99996245  x   0.99996727  =   0.99992972
 MD1671!UTM  16      -   0.99996245  x   0.99973409  =   0.99969655
 MD1671
 MD1671:                Primary Azimuth Mark                     Grid Az
 MD1671:SPC IN E     -  SYRACUSE AZ MK                           182 29 05.7
 MD1671:UTM  16      -  SYRACUSE AZ MK                           181 36 07.9
 MD1671
 MD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0438489615(NAD 83)
 MD1671
 MD1671|---------------------------------------------------------------------|
 MD1671| PID    Reference Object                     Distance      Geod. Az  |
 MD1671|                                                           dddmmss.s |
 MD1671| CD1297 SYRACUSE RM 1                        26.886 METERS 13330     |
 MD1671| CD1296 SYRACUSE AZ MK                                     1822546.4 |
 MD1671| MD1672 SYRACUSE                              5.016 METERS 25349     |
 MD1671| CD1299 SYRACUSE 2 RM 3                      30.835 METERS 35609     |
 MD1671|---------------------------------------------------------------------|
 MD1671
 MD1671                          SUPERSEDED SURVEY CONTROL
 MD1671
 MD1671  NAD 83(1986)-  41 27 04.80617(N)    085 45 01.00638(W) AD(       ) 3
 MD1671  NAD 27      -  41 27 04.62920(N)    085 45 01.04440(W) AD(       ) 3
 MD1671
 MD1671.Superseded values are not recommended for survey control.
 MD1671
 MD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1671.See file dsdata.pdf to determine how the superseded data were derived.
 MD1671
 MD1671_MARKER: DS = TRIANGULATION STATION DISK
 MD1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1671_STAMPING: SYRACUSE 2 1954
 MD1671_MARK LOGO: CGS
 MD1671_PROJECTION: RECESSED 36 CENTIMETERS
 MD1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1671+STABILITY: SURFACE MOTION
 MD1671
 MD1671  HISTORY     - Date     Condition        Report By
 MD1671  HISTORY     - 1954     MONUMENTED       CGS
 MD1671  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1671
 MD1671                          STATION DESCRIPTION
 MD1671
 MD1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 MD1671'STATION IS LOCATED ABOUT 2 MILES NORTH OF SYRACUSE ON THE EAST
 MD1671'RIGHT-OF-WAY OF STATE
 MD1671'HIGHWAY 313 NEAR ITS JUNCTION WITH US HIGHWAY 6.  IT IS ABOUT 150
 MD1671'YARDS NORTH OF US HIGHWAY 6, 50 FEET
 MD1671'EAST OF THE CENTERLINE OF STATE HIGHWAY 313, 49 FEET SOUTH OF A
 MD1671'TELEPHONE POLE AND 10 FEET NORTHEAST OF A
 MD1671'FENCE CORNER.  THE MARK IS SET 14 INCHES BELOW THE
 MD1671'SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MD1671'SYRACUSE 2 1954.
 MD1671'
 MD1671'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST
 MD1671'FENCELINE.  THE MARK PROJECTS
 MD1671'2 INCHES AND THE DISK IS STAMPED SYRACUSE NO 1 1947.
 MD1671'
 MD1671'REFERENCE MARK NO. 3 IS 47 FEET EAST OF THE CENTERLINE OF STATE
 MD1671'HIGHWAY 313.  THE MARK
 MD1671'PROJECTS 6 INCHES AND THE DISK IS STAMPED STRACUSE 2 NO 3 1954.
 MD1671'
 MD1671'THE AZIMUTH MARK IS 39 FEET WEST OF STATE HIGHWAY 13, 2 FEET NORTH OF
 MD1671'A WHITE WITNESS POST AND 1 FOOT
 MD1671'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1671'SYRACUSE 1947.
 MD1671'
 MD1671'TO REACH THE STATION FROM SYRACUSE, FROM THE INTERSECTION OF MAIN AND
 MD1671'HUNTINGTON STREETS, GO NORTH
 MD1671'ON HUNTINGTON STREET (THIS IS STATE HIGHWAY 13) FOR 1.45 MILES TO THE
 MD1671'AZIMUTH MARK ON THE LEFT, CONTINUE
 MD1671'NORTH FOR 0.25 MILE TO US HIGHWAY 6, STATE HIGHWAY
 MD1671'313 AND THE STATION AS DESCRIBED.
 MD1671'
 MD1671'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO SYRACUSE 1947 AND
 MD1671'THE DISTANCE AND DIRECTION ARE
 MD1671'SHOWN ABOVE.
 MD1671'
 MD1671'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MD1671
 MD1671                          STATION RECOVERY (1980)
 MD1671
 MD1671'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1671'SYRACUSE 2, 1954 NOT FOUND.  STATION DESCRIPTION CONFUSING.
 MD1671'
 MD1671'SYRACUSE NO. 1 1947 NOT FOUND.
 MD1671'
 MD1671'SYRACUSE 2 NO. 3 1954 NOT FOUND.
 MD1671'
 MD1671'AZIMUTH MARK FOUND.
 MD1671'
 MD1671'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 MD1671'SYRACUSE, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0052 ***********************************************************************
 JA0052  DESIGNATION -  T 10
 JA0052  PID         -  JA0052
 JA0052  STATE/COUNTY-  IN/LAWRENCE
 JA0052  COUNTRY     -  US
 JA0052  USGS QUAD   -  MITCHELL (2019)
 JA0052
 JA0052                         *CURRENT SURVEY CONTROL
 JA0052  ______________________________________________________________________
 JA0052* NAD 83(1986) POSITION- 38 43 20.     (N) 086 29 49.     (W)   SCALED
 JA0052* NAVD 88 ORTHO HEIGHT -   214.534 (meters)      703.85  (feet) ADJUSTED
 JA0052  ______________________________________________________________________
 JA0052  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 JA0052  DYNAMIC HEIGHT  -        214.394 (meters)      703.39  (feet) COMP
 JA0052  MODELED GRAVITY -    979,970.9   (mgal)                       NAVD 88
 JA0052
 JA0052  VERT ORDER      -  FIRST     CLASS II
 JA0052
 JA0052.The horizontal coordinates were scaled from a map and have
 JA0052.an estimated accuracy of +/- 6 seconds.
 JA0052
 JA0052.The orthometric height was determined by differential leveling and
 JA0052.adjusted by the NATIONAL GEODETIC SURVEY
 JA0052.in June 1991.
 JA0052
 JA0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0052.GEOID18 height accuracy estimate available here.
 JA0052
 JA0052.Click photographs - Photos may exist for this station.
 JA0052
 JA0052.The dynamic height is computed by dividing the NAVD 88
 JA0052.geopotential number by the normal gravity value computed on the
 JA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0052.degrees latitude (g = 980.6199 gals.).
 JA0052
 JA0052.The modeled gravity was interpolated from observed gravity values.
 JA0052
 JA0052;                    North         East    Units  Estimated Accuracy
 JA0052;SPC IN W     -   385,820.      950,990.      MT  (+/- 180 meters Scaled)
 JA0052
 JA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH437860(NAD 83)
 JA0052
 JA0052                          SUPERSEDED SURVEY CONTROL
 JA0052
 JA0052  NGVD 29 (??/??/92)  214.649  (m)          704.23   (f) ADJ UNCH    1 2
 JA0052
 JA0052.Superseded values are not recommended for survey control.
 JA0052
 JA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0052.See file dsdata.pdf to determine how the superseded data were derived.
 JA0052
 JA0052_MARKER: DB = BENCH MARK DISK
 JA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0052_STAMPING: T 10 1930 704.228
 JA0052_MARK LOGO: CGS
 JA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0052+STABILITY: SURFACE MOTION
 JA0052
 JA0052  HISTORY     - Date     Condition        Report By
 JA0052  HISTORY     - 1930     MONUMENTED       CGS
 JA0052  HISTORY     - 1965     GOOD             CGS
 JA0052  HISTORY     - 1967     GOOD             CGS
 JA0052
 JA0052                          STATION DESCRIPTION
 JA0052
 JA0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0052'1.6 MI SW FROM MITCHELL.
 JA0052'ABOUT 1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0052'FROM THE STATION AT MITCHELL, IN SECTION 2, T 3 N, R 1 W, 1 1/2
 JA0052'POLES SOUTHWEST OF MILEPOST 128, 6 1/2 RAILS NORTHEAST OF A ROAD
 JA0052'CROSSING, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 14 FEET
 JA0052'SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WOODEN WITNESS
 JA0052'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JA0052'TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 JA0052
 JA0052                          STATION RECOVERY (1967)
 JA0052
 JA0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1289 ***********************************************************************
 LB1289  DESIGNATION -  T 100
 LB1289  PID         -  LB1289
 LB1289  STATE/COUNTY-  IN/BENTON
 LB1289  COUNTRY     -  US
 LB1289  USGS QUAD   -  FOWLER (2019)
 LB1289
 LB1289                         *CURRENT SURVEY CONTROL
 LB1289  ______________________________________________________________________
 LB1289* NAD 83(1986) POSITION- 40 31 06.     (N) 087 19 18.     (W)   SCALED
 LB1289* NAVD 88 ORTHO HEIGHT -   231.444 (meters)      759.33  (feet) ADJUSTED
 LB1289  ______________________________________________________________________
 LB1289  GEOID HEIGHT    -        -33.350 (meters)                     GEOID18
 LB1289  DYNAMIC HEIGHT  -        231.329 (meters)      758.95  (feet) COMP
 LB1289  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 LB1289
 LB1289  VERT ORDER      -  SECOND    CLASS 0
 LB1289
 LB1289.The horizontal coordinates were scaled from a map and have
 LB1289.an estimated accuracy of +/- 6 seconds.
 LB1289
 LB1289.The orthometric height was determined by differential leveling and
 LB1289.adjusted by the NATIONAL GEODETIC SURVEY
 LB1289.in June 1991.
 LB1289
 LB1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1289.GEOID18 height accuracy estimate available here.
 LB1289
 LB1289.Click photographs - Photos may exist for this station.
 LB1289
 LB1289.The dynamic height is computed by dividing the NAVD 88
 LB1289.geopotential number by the normal gravity value computed on the
 LB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1289.degrees latitude (g = 980.6199 gals.).
 LB1289
 LB1289.The modeled gravity was interpolated from observed gravity values.
 LB1289
 LB1289;                    North         East    Units  Estimated Accuracy
 LB1289;SPC IN W     -   585,100.      879,800.      MT  (+/- 180 meters Scaled)
 LB1289
 LB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK727853(NAD 83)
 LB1289
 LB1289                          SUPERSEDED SURVEY CONTROL
 LB1289
 LB1289  NGVD 29 (??/??/92)  231.498  (m)          759.51   (f) ADJ UNCH    2 0
 LB1289
 LB1289.Superseded values are not recommended for survey control.
 LB1289
 LB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1289.See file dsdata.pdf to determine how the superseded data were derived.
 LB1289
 LB1289_MARKER: DB = BENCH MARK DISK
 LB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1289_STAMPING: T 100 1946
 LB1289_MARK LOGO: CGS
 LB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1289+STABILITY: SURFACE MOTION
 LB1289
 LB1289  HISTORY     - Date     Condition        Report By
 LB1289  HISTORY     - 1946     MONUMENTED       CGS
 LB1289  HISTORY     - 1955     GOOD             CGS
 LB1289
 LB1289                          STATION DESCRIPTION
 LB1289
 LB1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1289'1 MI E FROM CHASE.
 LB1289'ABOUT 1.0 MILE EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1289'RAILROAD FROM THE STATION AT CHASE, AT A GRAVEL ROAD CROSSING,
 LB1289'46 FEET SOUTH OF THE SOUTH RAIL, 29 FEET WEST OF THE CENTER
 LB1289'LINE OF THE ROAD, 10.5 FEET NORTHWEST OF POWER POLE NO. 712-114,
 LB1289'2 FEET NORTH OF A FENCE LINE, AND ABOUT 2 FEET BELOW THE TRACK.
 LB1289'A STANDARD DISK, STAMPED T 100 1946 AND SET IN THE TOP OF A
 LB1289'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1289
 LB1289                          STATION RECOVERY (1955)
 LB1289
 LB1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LB1289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1061 ***********************************************************************
 KA1061  DESIGNATION -  T 101
 KA1061  PID         -  KA1061
 KA1061  STATE/COUNTY-  IN/PARKE
 KA1061  COUNTRY     -  US
 KA1061  USGS QUAD   -  WALLACE (2019)
 KA1061
 KA1061                         *CURRENT SURVEY CONTROL
 KA1061  ______________________________________________________________________
 KA1061* NAD 83(1986) POSITION- 39 52 54.61   (N) 087 12 12.78   (W)   HD_HELD1
 KA1061* NAVD 88 ORTHO HEIGHT -   186.690 (meters)      612.50  (feet) ADJUSTED
 KA1061  ______________________________________________________________________
 KA1061  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 KA1061  DYNAMIC HEIGHT  -        186.586 (meters)      612.16  (feet) COMP
 KA1061  MODELED GRAVITY -    980,066.8   (mgal)                       NAVD 88
 KA1061
 KA1061  VERT ORDER      -  SECOND    CLASS 0
 KA1061
 KA1061.The horizontal coordinates were determined by differentially corrected
 KA1061.hand held GPS observations or other comparable positioning techniques
 KA1061.and have an estimated accuracy of +/- 3 meters.
 KA1061
 KA1061.The orthometric height was determined by differential leveling and
 KA1061.adjusted by the NATIONAL GEODETIC SURVEY
 KA1061.in June 1991.
 KA1061
 KA1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1061.GEOID18 height accuracy estimate available here.
 KA1061
 KA1061.Click photographs - Photos may exist for this station.
 KA1061
 KA1061.The dynamic height is computed by dividing the NAVD 88
 KA1061.geopotential number by the normal gravity value computed on the
 KA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1061.degrees latitude (g = 980.6199 gals.).
 KA1061
 KA1061.The modeled gravity was interpolated from observed gravity values.
 KA1061
 KA1061;                    North         East    Units  Estimated Accuracy
 KA1061;SPC IN W     -   514,404.8     889,716.9     MT  (+/- 3 meters HH1 GPS) 
 KA1061
 KA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8259514662(NAD 83)
 KA1061
 KA1061                          SUPERSEDED SURVEY CONTROL
 KA1061
 KA1061  NGVD 29 (??/??/92)  186.782  (m)          612.80   (f) ADJ UNCH    2 0
 KA1061
 KA1061.Superseded values are not recommended for survey control.
 KA1061
 KA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1061.See file dsdata.pdf to determine how the superseded data were derived.
 KA1061
 KA1061_MARKER: DB = BENCH MARK DISK
 KA1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1061_SP_SET: BRIDGE
 KA1061_STAMPING: T 101 1946
 KA1061_MARK LOGO: CGS
 KA1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1061
 KA1061  HISTORY     - Date     Condition        Report By
 KA1061  HISTORY     - 1946     MONUMENTED       CGS
 KA1061
 KA1061                          STATION DESCRIPTION
 KA1061
 KA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1061'8.8 MI W FROM WAVELAND.
 KA1061'ABOUT 8.8 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1061'WITH STATE HIGHWAY 59 AT WAVELAND, ABOUT 1.65 MILES EAST OF THE
 KA1061'JUNCTION OF U.S. HIGHWAY 41, 0.1 MILE WEST OF THE ENTRANCE TO
 KA1061'TURKEY RUN STATE PARK, SET IN THE TOP OF THE NORTH SIDE WALK
 KA1061'ABOVE THE NORTH END OF THE EAST ABUTMENT OF A 350 FOOT CONCRETE
 KA1061'BRIDGE, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 INCHES
 KA1061'WEST OF THE EAST END OF THE WALK, AND ABOUT 0.5 FOOT ABOVE THE
 KA1061'BRIDGE FLOOR.  A STANDARD DISK, STAMPED T 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0717 ***********************************************************************
 KA0717  DESIGNATION -  T 102
 KA0717  PID         -  KA0717
 KA0717  STATE/COUNTY-  IN/MONTGOMERY
 KA0717  COUNTRY     -  US
 KA0717  USGS QUAD   -  NEW MARKET (2019)
 KA0717
 KA0717                         *CURRENT SURVEY CONTROL
 KA0717  ______________________________________________________________________
 KA0717* NAD 83(1986) POSITION- 39 55 27.     (N) 086 58 26.     (W)   SCALED
 KA0717* NAVD 88 ORTHO HEIGHT -   245.539 (meters)      805.57  (feet) ADJUSTED
 KA0717  ______________________________________________________________________
 KA0717  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 KA0717  DYNAMIC HEIGHT  -        245.404 (meters)      805.13  (feet) COMP
 KA0717  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0717
 KA0717  VERT ORDER      -  SECOND    CLASS 0
 KA0717
 KA0717.The horizontal coordinates were scaled from a map and have
 KA0717.an estimated accuracy of +/- 6 seconds.
 KA0717
 KA0717.The orthometric height was determined by differential leveling and
 KA0717.adjusted by the NATIONAL GEODETIC SURVEY
 KA0717.in June 1991.
 KA0717
 KA0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0717.GEOID18 height accuracy estimate available here.
 KA0717
 KA0717.Click photographs - Photos may exist for this station.
 KA0717
 KA0717.The dynamic height is computed by dividing the NAVD 88
 KA0717.geopotential number by the normal gravity value computed on the
 KA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0717.degrees latitude (g = 980.6199 gals.).
 KA0717
 KA0717.The modeled gravity was interpolated from observed gravity values.
 KA0717
 KA0717;                    North         East    Units  Estimated Accuracy
 KA0717;SPC IN W     -   519,100.      909,360.      MT  (+/- 180 meters Scaled)
 KA0717
 KA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK022193(NAD 83)
 KA0717
 KA0717                          SUPERSEDED SURVEY CONTROL
 KA0717
 KA0717  NGVD 29 (??/??/92)  245.631  (m)          805.87   (f) ADJ UNCH    2 0
 KA0717
 KA0717.Superseded values are not recommended for survey control.
 KA0717
 KA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0717.See file dsdata.pdf to determine how the superseded data were derived.
 KA0717
 KA0717_MARKER: DB = BENCH MARK DISK
 KA0717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0717_SP_SET: CULVERT HEADWALL
 KA0717_STAMPING: T 102 1946
 KA0717_MARK LOGO: CGS
 KA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0717+STABILITY: SURFACE MOTION
 KA0717
 KA0717  HISTORY     - Date     Condition        Report By
 KA0717  HISTORY     - 1946     MONUMENTED       CGS
 KA0717
 KA0717                          STATION DESCRIPTION
 KA0717
 KA0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0717'1.7 MI NE FROM BROWNS VALLEY.
 KA0717'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA0717'ELEVATOR AT BROWNS VALLEY, AT THE INTERSECTION OF STATE HIGHWAY
 KA0717'234, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A
 KA0717'6 FOOT CONCRETE CULVERT UNDER HIGHWAY 234, 185 FEET SOUTHEAST
 KA0717'OF THE CENTER LINE OF HIGHWAY 47, 25 FEET SOUTH OF THE CENTER
 KA0717'LINE OF HIGHWAY 234, AND ABOUT LEVEL WITH THE HIGHWAYS.  A
 KA0717'STANDARD DISK, STAMPED T 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0984 ***********************************************************************
 KA0984  DESIGNATION -  T 103
 KA0984  PID         -  KA0984
 KA0984  STATE/COUNTY-  IN/FOUNTAIN
 KA0984  COUNTRY     -  US
 KA0984  USGS QUAD   -  NEWPORT (2019)
 KA0984
 KA0984                         *CURRENT SURVEY CONTROL
 KA0984  ______________________________________________________________________
 KA0984* NAD 83(1986) POSITION- 39 57 34.     (N) 087 23 20.     (W)   SCALED
 KA0984* NAVD 88 ORTHO HEIGHT -   153.275 (meters)      502.87  (feet) ADJUSTED
 KA0984  ______________________________________________________________________
 KA0984  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 KA0984  DYNAMIC HEIGHT  -        153.193 (meters)      502.60  (feet) COMP
 KA0984  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 KA0984
 KA0984  VERT ORDER      -  SECOND    CLASS 0
 KA0984
 KA0984.The horizontal coordinates were scaled from a map and have
 KA0984.an estimated accuracy of +/- 6 seconds.
 KA0984
 KA0984.The orthometric height was determined by differential leveling and
 KA0984.adjusted by the NATIONAL GEODETIC SURVEY
 KA0984.in June 1991.
 KA0984
 KA0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0984.GEOID18 height accuracy estimate available here.
 KA0984
 KA0984.Click photographs - Photos may exist for this station.
 KA0984
 KA0984.The dynamic height is computed by dividing the NAVD 88
 KA0984.geopotential number by the normal gravity value computed on the
 KA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0984.degrees latitude (g = 980.6199 gals.).
 KA0984
 KA0984.The modeled gravity was interpolated from observed gravity values.
 KA0984
 KA0984;                    North         East    Units  Estimated Accuracy
 KA0984;SPC IN W     -   523,060.      873,890.      MT  (+/- 180 meters Scaled)
 KA0984
 KA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK667233(NAD 83)
 KA0984
 KA0984                          SUPERSEDED SURVEY CONTROL
 KA0984
 KA0984  NGVD 29 (??/??/92)  153.339  (m)          503.08   (f) ADJ UNCH    2 0
 KA0984
 KA0984.Superseded values are not recommended for survey control.
 KA0984
 KA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0984.See file dsdata.pdf to determine how the superseded data were derived.
 KA0984
 KA0984_MARKER: DB = BENCH MARK DISK
 KA0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0984_SP_SET: BRIDGE
 KA0984_STAMPING: T 103 1946
 KA0984_MARK LOGO: CGS
 KA0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0984
 KA0984  HISTORY     - Date     Condition        Report By
 KA0984  HISTORY     - 1946     MONUMENTED       CGS
 KA0984
 KA0984                          STATION DESCRIPTION
 KA0984
 KA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0984'4.8 MI E FROM CAYUGA.
 KA0984'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST
 KA0984'OFFICE AT CAYUGA, ABOUT 0.9 MILE EAST OF THE NORTHEAST CITY
 KA0984'LIMITS OF SILVERWOOD, SET IN THE TOP OF THE SOUTHEAST END OF A
 KA0984'CONCRETE RETAINING WALL AT THE EAST END OF THE STEEL BRIDGE OVER
 KA0984'COAL CREEK, 19.5 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER
 KA0984'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2073 ***********************************************************************
 KA2073  DESIGNATION -  T 103 RESET
 KA2073  PID         -  KA2073
 KA2073  STATE/COUNTY-  IN/FOUNTAIN
 KA2073  COUNTRY     -  US
 KA2073  USGS QUAD   -  NEWPORT (2019)
 KA2073
 KA2073                         *CURRENT SURVEY CONTROL
 KA2073  ______________________________________________________________________
 KA2073* NAD 83(1986) POSITION- 39 57 34.     (N) 087 23 20.     (W)   SCALED
 KA2073* NAVD 88 ORTHO HEIGHT -   161.74  (meters)      530.6   (feet) RESET
 KA2073  ______________________________________________________________________
 KA2073  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 KA2073  VERT ORDER      -  THIRD
 KA2073
 KA2073.The horizontal coordinates were scaled from a map and have
 KA2073.an estimated accuracy of +/- 6 seconds.
 KA2073
 KA2073.The orthometric height was computed from unverified reset data.
 KA2073
 KA2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2073.GEOID18 height accuracy estimate available here.
 KA2073
 KA2073.Click photographs - Photos may exist for this station.
 KA2073
 KA2073;                    North         East    Units  Estimated Accuracy
 KA2073;SPC IN W     -   523,060.      873,890.      MT  (+/- 180 meters Scaled)
 KA2073
 KA2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK667233(NAD 83)
 KA2073
 KA2073                          SUPERSEDED SURVEY CONTROL
 KA2073
 KA2073  NGVD 29 (08/22/16)  161.81   (m)          530.9    (f) RESET       3  
 KA2073
 KA2073.Superseded values are not recommended for survey control.
 KA2073
 KA2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2073.See file dsdata.pdf to determine how the superseded data were derived.
 KA2073
 KA2073_MARKER: DV = VERTICAL CONTROL DISK
 KA2073_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA2073+WITH SETTING: PAVEMENT
 KA2073_SP_SET: RAILING
 KA2073_STAMPING: T 103 RESET 1986
 KA2073_MARK LOGO: NGS
 KA2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2073+STABILITY: SURFACE MOTION
 KA2073
 KA2073  HISTORY     - Date     Condition        Report By
 KA2073  HISTORY     - 1986     MONUMENTED       INHD
 KA2073
 KA2073                          STATION DESCRIPTION
 KA2073
 KA2073'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1986
 KA2073'IN SILVERWOOD.
 KA2073'4.75 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE AT
 KA2073'CAYUGAABOUT 0.9 MILES EAST OF THE NORTHEAST CITY LIMITS OF
 KA2073'SILVERWOOD, SET IN THE TOP OF THE NORTH CONCRETE BARRIER RAILING OF
 KA2073'THE CONCRETE BRIDGE OVER COAL CREEK, 20.95 FEET FROM THE EAST END,
 KA2073'17.75 FEET NORTH OF AND 2.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1781 ***********************************************************************
 LB1781  DESIGNATION -  T 104
 LB1781  PID         -  LB1781
 LB1781  STATE/COUNTY-  IN/MONTGOMERY
 LB1781  COUNTRY     -  US
 LB1781  USGS QUAD   -  WAYNETOWN (2019)
 LB1781
 LB1781                         *CURRENT SURVEY CONTROL
 LB1781  ______________________________________________________________________
 LB1781* NAD 83(1986) POSITION- 40 01 05.     (N) 087 03 29.     (W)   SCALED
 LB1781* NAVD 88 ORTHO HEIGHT -   228.964 (meters)      751.19  (feet) ADJUSTED
 LB1781  ______________________________________________________________________
 LB1781  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 LB1781  DYNAMIC HEIGHT  -        228.840 (meters)      750.79  (feet) COMP
 LB1781  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 LB1781
 LB1781  VERT ORDER      -  SECOND    CLASS 0
 LB1781
 LB1781.The horizontal coordinates were scaled from a map and have
 LB1781.an estimated accuracy of +/- 6 seconds.
 LB1781
 LB1781.The orthometric height was determined by differential leveling and
 LB1781.adjusted by the NATIONAL GEODETIC SURVEY
 LB1781.in June 1991.
 LB1781
 LB1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1781.GEOID18 height accuracy estimate available here.
 LB1781
 LB1781.Click photographs - Photos may exist for this station.
 LB1781
 LB1781.The dynamic height is computed by dividing the NAVD 88
 LB1781.geopotential number by the normal gravity value computed on the
 LB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1781.degrees latitude (g = 980.6199 gals.).
 LB1781
 LB1781.The modeled gravity was interpolated from observed gravity values.
 LB1781
 LB1781;                    North         East    Units  Estimated Accuracy
 LB1781;SPC IN W     -   529,520.      902,160.      MT  (+/- 180 meters Scaled)
 LB1781
 LB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950297(NAD 83)
 LB1781
 LB1781                          SUPERSEDED SURVEY CONTROL
 LB1781
 LB1781  NGVD 29 (??/??/92)  229.046  (m)          751.46   (f) ADJ UNCH    2 0
 LB1781
 LB1781.Superseded values are not recommended for survey control.
 LB1781
 LB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1781.See file dsdata.pdf to determine how the superseded data were derived.
 LB1781
 LB1781_MARKER: DB = BENCH MARK DISK
 LB1781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1781_SP_SET: CULVERT HEADWALL
 LB1781_STAMPING: T 104 1946
 LB1781_MARK LOGO: CGS
 LB1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1781+STABILITY: SURFACE MOTION
 LB1781
 LB1781  HISTORY     - Date     Condition        Report By
 LB1781  HISTORY     - 1946     MONUMENTED       CGS
 LB1781
 LB1781                          STATION DESCRIPTION
 LB1781
 LB1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1781'2.8 MI N FROM ALAMO.
 LB1781'ABOUT 2.75 MILES NORTH ALONG A ROAD LEADING TO WAYNETOWN FROM
 LB1781'THE HIGH SCHOOL AT ALAMO, 0.5 MILE SOUTH OF THE JUNCTION OF
 LB1781'STATE HIGHWAYS 25 AND 32, SET IN THE TOP OF THE NORTH END OF THE
 LB1781'EAST HEAD WALL OF AN 8 FOOT CONCRETE CULVERT, 18 FEET EAST OF AND
 LB1781'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LB1781'DISK, STAMPED T 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1311 ***********************************************************************
 LB1311  DESIGNATION -  T 106
 LB1311  PID         -  LB1311
 LB1311  STATE/COUNTY-  IN/NEWTON
 LB1311  COUNTRY     -  US
 LB1311  USGS QUAD   -  MOUNT AYR (2019)
 LB1311
 LB1311                         *CURRENT SURVEY CONTROL
 LB1311  ______________________________________________________________________
 LB1311* NAD 83(1986) POSITION- 40 55 33.     (N) 087 17 42.     (W)   SCALED
 LB1311* NAVD 88 ORTHO HEIGHT -   206.853 (meters)      678.65  (feet) ADJUSTED
 LB1311  ______________________________________________________________________
 LB1311  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 LB1311  DYNAMIC HEIGHT  -        206.764 (meters)      678.36  (feet) COMP
 LB1311  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 LB1311
 LB1311  VERT ORDER      -  SECOND    CLASS 0
 LB1311
 LB1311.The horizontal coordinates were scaled from a map and have
 LB1311.an estimated accuracy of +/- 6 seconds.
 LB1311
 LB1311.The orthometric height was determined by differential leveling and
 LB1311.adjusted by the NATIONAL GEODETIC SURVEY
 LB1311.in June 1991.
 LB1311
 LB1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1311.GEOID18 height accuracy estimate available here.
 LB1311
 LB1311.Click photographs - Photos may exist for this station.
 LB1311
 LB1311.The dynamic height is computed by dividing the NAVD 88
 LB1311.geopotential number by the normal gravity value computed on the
 LB1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1311.degrees latitude (g = 980.6199 gals.).
 LB1311
 LB1311.The modeled gravity was interpolated from observed gravity values.
 LB1311
 LB1311;                    North         East    Units  Estimated Accuracy
 LB1311;SPC IN W     -   630,340.      882,170.      MT  (+/- 180 meters Scaled)
 LB1311
 LB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL751305(NAD 83)
 LB1311
 LB1311                          SUPERSEDED SURVEY CONTROL
 LB1311
 LB1311  NGVD 29 (??/??/92)  206.932  (m)          678.91   (f) ADJ UNCH    2 0
 LB1311
 LB1311.Superseded values are not recommended for survey control.
 LB1311
 LB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1311.See file dsdata.pdf to determine how the superseded data were derived.
 LB1311
 LB1311_MARKER: DB = BENCH MARK DISK
 LB1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1311_STAMPING: T 106 1946
 LB1311_MARK LOGO: CGS
 LB1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1311+STABILITY: SURFACE MOTION
 LB1311
 LB1311  HISTORY     - Date     Condition        Report By
 LB1311  HISTORY     - 1946     MONUMENTED       CGS
 LB1311  HISTORY     - 20080921 GOOD             GEOCAC
 LB1311
 LB1311                          STATION DESCRIPTION
 LB1311
 LB1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1311'2 MI S FROM MT AYR.
 LB1311'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1311'BUILDING AT MT. AYR, 1.0 MILE SOUTH OF THE INTERSECTION WITH
 LB1311'STATE HIGHWAY 114, IN THE NORTHEAST QUARTER OF A CROSS ROAD, 57
 LB1311'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF
 LB1311'THE CENTER LINE OF THE ROAD LEADING EAST, 28.5 FEET EAST OF A
 LB1311'FENCE CORNER, 9 FEET EAST OF POWER POLE NUMBER 715-386, 1 FOOT
 LB1311'SOUTH OF A WIRE FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 LB1311'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE CENTER OF THE
 LB1311'INTERSECTION.
 LB1311
 LB1311                          STATION RECOVERY (2008)
 LB1311
 LB1311'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1085 ***********************************************************************
 LB1085  DESIGNATION -  T 107
 LB1085  PID         -  LB1085
 LB1085  STATE/COUNTY-  IN/WHITE
 LB1085  COUNTRY     -  US
 LB1085  USGS QUAD   -  MONON (2019)
 LB1085
 LB1085                         *CURRENT SURVEY CONTROL
 LB1085  ______________________________________________________________________
 LB1085* NAD 83(1986) POSITION- 40 52 02.     (N) 086 58 04.     (W)   SCALED
 LB1085* NAVD 88 ORTHO HEIGHT -   209.408 (meters)      687.03  (feet) ADJUSTED
 LB1085  ______________________________________________________________________
 LB1085  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 LB1085  DYNAMIC HEIGHT  -        209.314 (meters)      686.72  (feet) COMP
 LB1085  MODELED GRAVITY -    980,172.5   (mgal)                       NAVD 88
 LB1085
 LB1085  VERT ORDER      -  SECOND    CLASS 0
 LB1085
 LB1085.The horizontal coordinates were scaled from a map and have
 LB1085.an estimated accuracy of +/- 6 seconds.
 LB1085
 LB1085.The orthometric height was determined by differential leveling and
 LB1085.adjusted by the NATIONAL GEODETIC SURVEY
 LB1085.in June 1991.
 LB1085
 LB1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1085.GEOID18 height accuracy estimate available here.
 LB1085
 LB1085.Click photographs - Photos may exist for this station.
 LB1085
 LB1085.The dynamic height is computed by dividing the NAVD 88
 LB1085.geopotential number by the normal gravity value computed on the
 LB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1085.degrees latitude (g = 980.6199 gals.).
 LB1085
 LB1085.The modeled gravity was interpolated from observed gravity values.
 LB1085
 LB1085;                    North         East    Units  Estimated Accuracy
 LB1085;SPC IN W     -   623,820.      909,740.      MT  (+/- 180 meters Scaled)
 LB1085
 LB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL027240(NAD 83)
 LB1085
 LB1085                          SUPERSEDED SURVEY CONTROL
 LB1085
 LB1085  NGVD 29 (??/??/92)  209.498  (m)          687.33   (f) ADJ UNCH    2 0
 LB1085
 LB1085.Superseded values are not recommended for survey control.
 LB1085
 LB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1085.See file dsdata.pdf to determine how the superseded data were derived.
 LB1085
 LB1085_MARKER: DB = BENCH MARK DISK
 LB1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1085_STAMPING: T 107 1946
 LB1085_MARK LOGO: CGS
 LB1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1085+STABILITY: SURFACE MOTION
 LB1085
 LB1085  HISTORY     - Date     Condition        Report By
 LB1085  HISTORY     - 1946     MONUMENTED       CGS
 LB1085  HISTORY     - 20140612 MARK NOT FOUND   INDOT
 LB1085
 LB1085                          STATION DESCRIPTION
 LB1085
 LB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1085'4.6 MI W FROM MONON.
 LB1085'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1085'BUILDING AT MONON, AT A CROSS ROAD, 39 FEET SOUTH OF THE CENTER
 LB1085'LINE OF THE HIGHWAY, 54 FEET WEST OF THE CENTER LINE OF THE ROAD
 LB1085'LEADING SOUTH, 8 FEET WEST OF A ROUND CONCRETE CORNER FENCE POST,
 LB1085'9 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT NORTH OF THE
 LB1085'SOUTH RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE
 LB1085'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1085
 LB1085                          STATION RECOVERY (2014)
 LB1085
 LB1085'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1358 ***********************************************************************
 LB1358  DESIGNATION -  T 108
 LB1358  PID         -  LB1358
 LB1358  STATE/COUNTY-  IN/JASPER
 LB1358  COUNTRY     -  US
 LB1358  USGS QUAD   -  RENSSELAER (2019)
 LB1358
 LB1358                         *CURRENT SURVEY CONTROL
 LB1358  ______________________________________________________________________
 LB1358* NAD 83(1986) POSITION- 40 57 58.     (N) 087 09 04.     (W)   SCALED
 LB1358* NAVD 88 ORTHO HEIGHT -   204.814 (meters)      671.96  (feet) ADJUSTED
 LB1358  ______________________________________________________________________
 LB1358  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 LB1358  DYNAMIC HEIGHT  -        204.726 (meters)      671.67  (feet) COMP
 LB1358  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 LB1358
 LB1358  VERT ORDER      -  SECOND    CLASS 0
 LB1358
 LB1358.The horizontal coordinates were scaled from a map and have
 LB1358.an estimated accuracy of +/- 6 seconds.
 LB1358
 LB1358.The orthometric height was determined by differential leveling and
 LB1358.adjusted by the NATIONAL GEODETIC SURVEY
 LB1358.in June 1991.
 LB1358
 LB1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1358.GEOID18 height accuracy estimate available here.
 LB1358
 LB1358.Click photographs - Photos may exist for this station.
 LB1358
 LB1358.The dynamic height is computed by dividing the NAVD 88
 LB1358.geopotential number by the normal gravity value computed on the
 LB1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1358.degrees latitude (g = 980.6199 gals.).
 LB1358
 LB1358.The modeled gravity was interpolated from observed gravity values.
 LB1358
 LB1358;                    North         East    Units  Estimated Accuracy
 LB1358;SPC IN W     -   634,800.      894,300.      MT  (+/- 180 meters Scaled)
 LB1358
 LB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872350(NAD 83)
 LB1358
 LB1358                          SUPERSEDED SURVEY CONTROL
 LB1358
 LB1358  NGVD 29 (??/??/92)  204.902  (m)          672.25   (f) ADJ UNCH    2 0
 LB1358
 LB1358.Superseded values are not recommended for survey control.
 LB1358
 LB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1358.See file dsdata.pdf to determine how the superseded data were derived.
 LB1358
 LB1358_MARKER: DB = BENCH MARK DISK
 LB1358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1358_SP_SET: BOX CULVERT HEADWALL
 LB1358_STAMPING: T 108 1946
 LB1358_MARK LOGO: CGS
 LB1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1358+STABILITY: SURFACE MOTION
 LB1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1358+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1358
 LB1358  HISTORY     - Date     Condition        Report By
 LB1358  HISTORY     - 1946     MONUMENTED       CGS
 LB1358  HISTORY     - 20120327 GOOD             IN-073
 LB1358
 LB1358                          STATION DESCRIPTION
 LB1358
 LB1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1358'2.2 MI N FROM RENSSELAER.
 LB1358'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1358'HOUSE AT RENSSELAER, 0.25 MILE SOUTH OF A CROSS ROAD, SET IN THE
 LB1358'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3-FOOT CONCRETE
 LB1358'BOX CULVERT, 18.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LB1358'AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.
 LB1358
 LB1358                          STATION RECOVERY (2012)
 LB1358
 LB1358'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1074 ***********************************************************************
 LB1074  DESIGNATION -  T 109
 LB1074  PID         -  LB1074
 LB1074  STATE/COUNTY-  IN/WHITE
 LB1074  COUNTRY     -  US
 LB1074  USGS QUAD   -  FRANCESVILLE (2019)
 LB1074
 LB1074                         *CURRENT SURVEY CONTROL
 LB1074  ______________________________________________________________________
 LB1074* NAD 83(1986) POSITION- 40 54 42.     (N) 086 58 23.     (W)   SCALED
 LB1074* NAVD 88 ORTHO HEIGHT -   206.522 (meters)      677.56  (feet) ADJUSTED
 LB1074  ______________________________________________________________________
 LB1074  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 LB1074  DYNAMIC HEIGHT  -        206.430 (meters)      677.26  (feet) COMP
 LB1074  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 LB1074
 LB1074  VERT ORDER      -  SECOND    CLASS 0
 LB1074
 LB1074.The horizontal coordinates were scaled from a map and have
 LB1074.an estimated accuracy of +/- 6 seconds.
 LB1074
 LB1074.The orthometric height was determined by differential leveling and
 LB1074.adjusted by the NATIONAL GEODETIC SURVEY
 LB1074.in June 1991.
 LB1074
 LB1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1074.GEOID18 height accuracy estimate available here.
 LB1074
 LB1074.Click photographs - Photos may exist for this station.
 LB1074
 LB1074.The dynamic height is computed by dividing the NAVD 88
 LB1074.geopotential number by the normal gravity value computed on the
 LB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1074.degrees latitude (g = 980.6199 gals.).
 LB1074
 LB1074.The modeled gravity was interpolated from observed gravity values.
 LB1074
 LB1074;                    North         East    Units  Estimated Accuracy
 LB1074;SPC IN W     -   628,760.      909,290.      MT  (+/- 180 meters Scaled)
 LB1074
 LB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL022289(NAD 83)
 LB1074
 LB1074                          SUPERSEDED SURVEY CONTROL
 LB1074
 LB1074  NGVD 29 (??/??/92)  206.613  (m)          677.86   (f) ADJ UNCH    2 0
 LB1074
 LB1074.Superseded values are not recommended for survey control.
 LB1074
 LB1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1074.See file dsdata.pdf to determine how the superseded data were derived.
 LB1074
 LB1074_MARKER: DB = BENCH MARK DISK
 LB1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1074_STAMPING: T 109 1946
 LB1074_MARK LOGO: CGS
 LB1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1074+STABILITY: SURFACE MOTION
 LB1074
 LB1074  HISTORY     - Date     Condition        Report By
 LB1074  HISTORY     - 1946     MONUMENTED       CGS
 LB1074
 LB1074                          STATION DESCRIPTION
 LB1074
 LB1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1074'1.5 MI NW FROM LEE.
 LB1074'ABOUT 1.5 MILES NORTHWEST ALONG A GRAVEL ROAD FROM JACKS STORE
 LB1074'AT LEE, AT THE JASPER-WHITE COUNTY LINE, 68 FEET SOUTH OF THE
 LB1074'CENTER LINE OF THE COUNTY LINE ROAD, 20 FEET WEST OF THE CENTER
 LB1074'LINE OF THE NORTH-SOUTH ROAD, 6.7 FEET NORTH OF REA POWER POLE
 LB1074'BBG 28, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD
 LB1074'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB1074'NOTE-- THIS MARK MAY BE REACHED FROM HANGING GROVE SCHOOL BY
 LB1074'GOING 0.5 MILE SOUTH AND 0.5 MILE EAST ALONG GRAVEL ROADS, THENCE
 LB1074'1.0 MILE SOUTH ALONG A GRAVEL ROAD TO THE COUNTY LINE ROAD
 LB1074'INTERSECTION AND THE SITE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1275 ***********************************************************************
 JA1275  DESIGNATION -  T 11
 JA1275  PID         -  JA1275
 JA1275  STATE/COUNTY-  IN/KNOX
 JA1275  COUNTRY     -  US
 JA1275  USGS QUAD   -  VINCENNES (2019)
 JA1275
 JA1275                         *CURRENT SURVEY CONTROL
 JA1275  ______________________________________________________________________
 JA1275* NAD 83(1986) POSITION- 38 40 56.27   (N) 087 31 00.84   (W)   HD_HELD1
 JA1275* NAVD 88 ORTHO HEIGHT -   129.524 (meters)      424.95  (feet) ADJUSTED
 JA1275  ______________________________________________________________________
 JA1275  GEOID HEIGHT    -        -31.791 (meters)                     GEOID18
 JA1275  DYNAMIC HEIGHT  -        129.444 (meters)      424.68  (feet) COMP
 JA1275  MODELED GRAVITY -    980,009.8   (mgal)                       NAVD 88
 JA1275
 JA1275  VERT ORDER      -  FIRST     CLASS II
 JA1275
 JA1275.The horizontal coordinates were determined by differentially corrected
 JA1275.hand held GPS observations or other comparable positioning techniques
 JA1275.and have an estimated accuracy of +/- 3 meters.
 JA1275
 JA1275.The orthometric height was determined by differential leveling and
 JA1275.adjusted by the NATIONAL GEODETIC SURVEY
 JA1275.in June 1991.
 JA1275
 JA1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1275.GEOID18 height accuracy estimate available here.
 JA1275
 JA1275.Click photographs - Photos may exist for this station.
 JA1275
 JA1275.The dynamic height is computed by dividing the NAVD 88
 JA1275.geopotential number by the normal gravity value computed on the
 JA1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1275.degrees latitude (g = 980.6199 gals.).
 JA1275
 JA1275.The modeled gravity was interpolated from observed gravity values.
 JA1275
 JA1275;                    North         East    Units  Estimated Accuracy
 JA1275;SPC IN W     -   381,317.7     862,275.5     MT  (+/- 3 meters HH1 GPS) 
 JA1275
 JA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5504181648(NAD 83)
 JA1275
 JA1275                          SUPERSEDED SURVEY CONTROL
 JA1275
 JA1275  NGVD 29 (??/??/92)  129.658  (m)          425.39   (f) ADJ UNCH    1 2
 JA1275
 JA1275.Superseded values are not recommended for survey control.
 JA1275
 JA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1275.See file dsdata.pdf to determine how the superseded data were derived.
 JA1275
 JA1275_MARKER: DB = BENCH MARK DISK
 JA1275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA1275_SP_SET: FOUNDATION
 JA1275_STAMPING: T 11 1930 425.386
 JA1275_MARK LOGO: CGS
 JA1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1275+STABILITY: SURFACE MOTION
 JA1275
 JA1275  HISTORY     - Date     Condition        Report By
 JA1275  HISTORY     - 1930     MONUMENTED       CGS
 JA1275  HISTORY     - 1965     GOOD             CGS
 JA1275  HISTORY     - 1986     GOOD             NGS
 JA1275
 JA1275                          STATION DESCRIPTION
 JA1275
 JA1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1275'AT VINCENNES.
 JA1275'AT VINCENNES, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST
 JA1275'CORNER OF THE UNION STATION, 26 1/2 FEET SOUTH OF THE SOUTH RAIL
 JA1275'OF THE MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, 34 FEET
 JA1275'WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE CHICAGO AND
 JA1275'EASTERN ILLINOIS RAILROAD, ABOUT 2.7 FEET ABOVE THE PLATFORM.
 JA1275
 JA1275                          STATION RECOVERY (1986)
 JA1275
 JA1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1275'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA1275'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA1275'NOTE--THE ORIGINAL DESCRIPTION HAS THE STAMPING AS T 11 1939 425.386,
 JA1275'BUT IS STAMPED T 11 1930 425.386.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0704 ***********************************************************************
 ME0704  DESIGNATION -  T 110
 ME0704  PID         -  ME0704
 ME0704  STATE/COUNTY-  IN/PULASKI
 ME0704  COUNTRY     -  US
 ME0704  USGS QUAD   -  MEDARYVILLE (2019)
 ME0704
 ME0704                         *CURRENT SURVEY CONTROL
 ME0704  ______________________________________________________________________
 ME0704* NAD 83(1986) POSITION- 41 05 27.     (N) 086 53 13.     (W)   SCALED
 ME0704* NAVD 88 ORTHO HEIGHT -   207.609 (meters)      681.13  (feet) ADJUSTED
 ME0704  ______________________________________________________________________
 ME0704  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 ME0704  DYNAMIC HEIGHT  -        207.519 (meters)      680.84  (feet) COMP
 ME0704  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 ME0704
 ME0704  VERT ORDER      -  SECOND    CLASS 0
 ME0704
 ME0704.The horizontal coordinates were scaled from a map and have
 ME0704.an estimated accuracy of +/- 6 seconds.
 ME0704
 ME0704.The orthometric height was determined by differential leveling and
 ME0704.adjusted by the NATIONAL GEODETIC SURVEY
 ME0704.in June 1991.
 ME0704
 ME0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0704.GEOID18 height accuracy estimate available here.
 ME0704
 ME0704.Click photographs - Photos may exist for this station.
 ME0704
 ME0704.The dynamic height is computed by dividing the NAVD 88
 ME0704.geopotential number by the normal gravity value computed on the
 ME0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0704.degrees latitude (g = 980.6199 gals.).
 ME0704
 ME0704.The modeled gravity was interpolated from observed gravity values.
 ME0704
 ME0704;                    North         East    Units  Estimated Accuracy
 ME0704;SPC IN W     -   648,660.      916,500.      MT  (+/- 180 meters Scaled)
 ME0704
 ME0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL094488(NAD 83)
 ME0704
 ME0704                          SUPERSEDED SURVEY CONTROL
 ME0704
 ME0704  NGVD 29 (??/??/92)  207.709  (m)          681.46   (f) ADJ UNCH    2 0
 ME0704
 ME0704.Superseded values are not recommended for survey control.
 ME0704
 ME0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0704.See file dsdata.pdf to determine how the superseded data were derived.
 ME0704
 ME0704_MARKER: DB = BENCH MARK DISK
 ME0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0704_STAMPING: T 110 1946
 ME0704_MARK LOGO: CGS
 ME0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0704+STABILITY: SURFACE MOTION
 ME0704
 ME0704  HISTORY     - Date     Condition        Report By
 ME0704  HISTORY     - 1946     MONUMENTED       CGS
 ME0704
 ME0704                          STATION DESCRIPTION
 ME0704
 ME0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0704'0.8 MI N FROM MEDARYVILLE.
 ME0704'0.8 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 ME0704'RAILWAY FROM THE STATION AT MEDARYVILLE, 62 FEET WEST-NORTHWEST
 ME0704'AND ACROSS THE TRACK FROM MILEPOST A 16, 46.3 FEET WEST OF THE
 ME0704'WEST RAIL, 98 FEET SOUTHWEST OF THE WEST END OF A PIPE CULVERT,
 ME0704'1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE TRACK AND
 ME0704'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0903 ***********************************************************************
 LB0903  DESIGNATION -  T 111
 LB0903  PID         -  LB0903
 LB0903  STATE/COUNTY-  IN/MONTGOMERY
 LB0903  COUNTRY     -  US
 LB0903  USGS QUAD   -  DARLINGTON (2019)
 LB0903
 LB0903                         *CURRENT SURVEY CONTROL
 LB0903  ______________________________________________________________________
 LB0903* NAD 83(1986) POSITION- 40 02 50.     (N) 086 46 32.     (W)   SCALED
 LB0903* NAVD 88 ORTHO HEIGHT -   245.030 (meters)      803.90  (feet) ADJUSTED
 LB0903  ______________________________________________________________________
 LB0903  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 LB0903  DYNAMIC HEIGHT  -        244.897 (meters)      803.47  (feet) COMP
 LB0903  MODELED GRAVITY -    980,079.9   (mgal)                       NAVD 88
 LB0903
 LB0903  VERT ORDER      -  SECOND    CLASS 0
 LB0903
 LB0903.The horizontal coordinates were scaled from a map and have
 LB0903.an estimated accuracy of +/- 6 seconds.
 LB0903
 LB0903.The orthometric height was determined by differential leveling and
 LB0903.adjusted by the NATIONAL GEODETIC SURVEY
 LB0903.in June 1991.
 LB0903
 LB0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0903.GEOID18 height accuracy estimate available here.
 LB0903
 LB0903.Click photographs - Photos may exist for this station.
 LB0903
 LB0903.The dynamic height is computed by dividing the NAVD 88
 LB0903.geopotential number by the normal gravity value computed on the
 LB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0903.degrees latitude (g = 980.6199 gals.).
 LB0903
 LB0903.The modeled gravity was interpolated from observed gravity values.
 LB0903
 LB0903;                    North         East    Units  Estimated Accuracy
 LB0903;SPC IN W     -   532,810.      926,260.      MT  (+/- 180 meters Scaled)
 LB0903
 LB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK191330(NAD 83)
 LB0903
 LB0903                          SUPERSEDED SURVEY CONTROL
 LB0903
 LB0903  NGVD 29 (??/??/92)  245.133  (m)          804.24   (f) ADJ UNCH    2 0
 LB0903
 LB0903.Superseded values are not recommended for survey control.
 LB0903
 LB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0903.See file dsdata.pdf to determine how the superseded data were derived.
 LB0903
 LB0903_MARKER: DB = BENCH MARK DISK
 LB0903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0903_SP_SET: CULVERT HEADWALL
 LB0903_STAMPING: T 111 1946
 LB0903_MARK LOGO: CGS
 LB0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0903+STABILITY: SURFACE MOTION
 LB0903
 LB0903  HISTORY     - Date     Condition        Report By
 LB0903  HISTORY     - 1946     MONUMENTED       CGS
 LB0903
 LB0903                          STATION DESCRIPTION
 LB0903
 LB0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0903'2.8 MI E FROM SMARTSBURG.
 LB0903'ALONG STATE HIGHWAY 32 ABOUT 2.85 MILES EAST OF THE SCHOOL
 LB0903'BUILDING AT SMARTSBURG, ABOUT 175 FEET EAST OF A DRIVEWAY
 LB0903'LEADING SOUTH ACROSS A CATTLE GUARD, SET IN THE TOP OF THE EAST
 LB0903'END OF THE SOUTH HEADWALL OF A 16-FOOT CONCRETE CULVERT, 29.5
 LB0903'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET
 LB0903'BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 111
 LB0903'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0893 ***********************************************************************
 LB0893  DESIGNATION -  T 112
 LB0893  PID         -  LB0893
 LB0893  STATE/COUNTY-  IN/BOONE
 LB0893  COUNTRY     -  US
 LB0893  USGS QUAD   -  HAZELRIGG (2019)
 LB0893
 LB0893                         *CURRENT SURVEY CONTROL
 LB0893  ______________________________________________________________________
 LB0893* NAD 83(1986) POSITION- 40 03 15.0    (N) 086 36 05.6    (W)   HD_HELD2
 LB0893* NAVD 88 ORTHO HEIGHT -   277.155 (meters)      909.30  (feet) ADJUSTED
 LB0893  ______________________________________________________________________
 LB0893  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 LB0893  DYNAMIC HEIGHT  -        277.004 (meters)      908.80  (feet) COMP
 LB0893  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 LB0893
 LB0893  VERT ORDER      -  SECOND    CLASS 0
 LB0893
 LB0893.The horizontal coordinates were established by autonomous hand held GPS
 LB0893.observations and have an estimated accuracy of +/- 10 meters.
 LB0893
 LB0893.The orthometric height was determined by differential leveling and
 LB0893.adjusted by the NATIONAL GEODETIC SURVEY
 LB0893.in June 1991.
 LB0893
 LB0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0893.GEOID18 height accuracy estimate available here.
 LB0893
 LB0893.Click photographs - Photos may exist for this station.
 LB0893
 LB0893.The dynamic height is computed by dividing the NAVD 88
 LB0893.geopotential number by the normal gravity value computed on the
 LB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0893.degrees latitude (g = 980.6199 gals.).
 LB0893
 LB0893.The modeled gravity was interpolated from observed gravity values.
 LB0893
 LB0893;                    North         East    Units  Estimated Accuracy
 LB0893;SPC IN W     -   533,643.      941,107.      MT  (+/- 10 meters HH2 GPS)
 LB0893
 LB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3398433845(NAD 83)
 LB0893
 LB0893                          SUPERSEDED SURVEY CONTROL
 LB0893
 LB0893  NGVD 29 (??/??/92)  277.258  (m)          909.64   (f) ADJ UNCH    2 0
 LB0893
 LB0893.Superseded values are not recommended for survey control.
 LB0893
 LB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0893.See file dsdata.pdf to determine how the superseded data were derived.
 LB0893
 LB0893_MARKER: DB = BENCH MARK DISK
 LB0893_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0893_SP_SET: BOX CULVERT HEADWALL
 LB0893_STAMPING: T 112 1946
 LB0893_MARK LOGO: CGS
 LB0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0893+STABILITY: SURFACE MOTION
 LB0893
 LB0893  HISTORY     - Date     Condition        Report By
 LB0893  HISTORY     - 1946     MONUMENTED       CGS
 LB0893  HISTORY     - 1977     GOOD             LOCENG
 LB0893
 LB0893                          STATION DESCRIPTION
 LB0893
 LB0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0893'1 MI E FROM DOVER.
 LB0893'ALONG STATE HIGHWAY 32 ABOUT 1.05 MILE EAST OF THE JEFFERSON
 LB0893'TOWNSHIP SCHOOL AT DOVER, ABOUT 125 FEET WEST OF THE CENTER OF
 LB0893'A NORTH-SOUTH ROAD INTERSECTION, SET IN THE TOP OF THE CENTER
 LB0893'OF THE SOUTH HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 21 FEET
 LB0893'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE
 LB0893'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED T 112 1946.
 LB0893
 LB0893                          STATION RECOVERY (1977)
 LB0893
 LB0893'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0860 ***********************************************************************
 LB0860  DESIGNATION -  T 113
 LB0860  PID         -  LB0860
 LB0860  STATE/COUNTY-  IN/BOONE
 LB0860  COUNTRY     -  US
 LB0860  USGS QUAD   -  THORNTOWN (2019)
 LB0860
 LB0860                         *CURRENT SURVEY CONTROL
 LB0860  ______________________________________________________________________
 LB0860* NAD 83(1986) POSITION- 40 07 35.0    (N) 086 30 29.6    (W)   HD_HELD2
 LB0860* NAVD 88 ORTHO HEIGHT -   273.050 (meters)      895.83  (feet) ADJUSTED
 LB0860  ______________________________________________________________________
 LB0860  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LB0860  DYNAMIC HEIGHT  -        272.901 (meters)      895.34  (feet) COMP
 LB0860  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 LB0860
 LB0860  VERT ORDER      -  SECOND    CLASS 0
 LB0860
 LB0860.The horizontal coordinates were established by autonomous hand held GPS
 LB0860.observations and have an estimated accuracy of +/- 10 meters.
 LB0860
 LB0860.The orthometric height was determined by differential leveling and
 LB0860.adjusted by the NATIONAL GEODETIC SURVEY
 LB0860.in June 1991.
 LB0860
 LB0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0860.GEOID18 height accuracy estimate available here.
 LB0860
 LB0860.Click photographs - Photos may exist for this station.
 LB0860
 LB0860.The dynamic height is computed by dividing the NAVD 88
 LB0860.geopotential number by the normal gravity value computed on the
 LB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0860.degrees latitude (g = 980.6199 gals.).
 LB0860
 LB0860.The modeled gravity was interpolated from observed gravity values.
 LB0860
 LB0860;                    North         East    Units  Estimated Accuracy
 LB0860;SPC IN W     -   541,709.      949,019.      MT  (+/- 10 meters HH2 GPS)
 LB0860
 LB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4190041901(NAD 83)
 LB0860
 LB0860                          SUPERSEDED SURVEY CONTROL
 LB0860
 LB0860  NGVD 29 (??/??/92)  273.149  (m)          896.16   (f) ADJ UNCH    2 0
 LB0860
 LB0860.Superseded values are not recommended for survey control.
 LB0860
 LB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0860.See file dsdata.pdf to determine how the superseded data were derived.
 LB0860
 LB0860_MARKER: DB = BENCH MARK DISK
 LB0860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0860_SP_SET: CULVERT HEADWALL
 LB0860_STAMPING: T 113 1946
 LB0860_MARK LOGO: CGS
 LB0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0860+STABILITY: SURFACE MOTION
 LB0860
 LB0860  HISTORY     - Date     Condition        Report By
 LB0860  HISTORY     - 1946     MONUMENTED       CGS
 LB0860  HISTORY     - 1977     GOOD             LOCENG
 LB0860
 LB0860                          STATION DESCRIPTION
 LB0860
 LB0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0860'5.2 MI E FROM THORNTOWN.
 LB0860'ALONG STATE HIGHWAY 47 ABOUT 5.15 MILES EAST OF THE MUNICIPAL
 LB0860'BUILDING AT THORNTOWN, SET IN THE TOP OF THE EAST END OF THE
 LB0860'SOUTH HEADWALL OF A 5-FOOT CONCRETE CULVERT, 18 FEET SOUTH OF THE
 LB0860'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY
 LB0860'LEVEL.  A STANDARD DISK, STAMPED T 113 1946.
 LB0860
 LB0860                          STATION RECOVERY (1977)
 LB0860
 LB0860'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0330 ***********************************************************************
 LB0330  DESIGNATION -  T 114
 LB0330  PID         -  LB0330
 LB0330  STATE/COUNTY-  IN/HOWARD
 LB0330  COUNTRY     -  US
 LB0330  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0330
 LB0330                         *CURRENT SURVEY CONTROL
 LB0330  ______________________________________________________________________
 LB0330* NAD 83(1986) POSITION- 40 25 45.     (N) 086 16 17.     (W)   SCALED
 LB0330* NAVD 88 ORTHO HEIGHT -   255.044 (meters)      836.76  (feet) ADJUSTED
 LB0330  ______________________________________________________________________
 LB0330  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LB0330  DYNAMIC HEIGHT  -        254.910 (meters)      836.32  (feet) COMP
 LB0330  MODELED GRAVITY -    980,093.9   (mgal)                       NAVD 88
 LB0330
 LB0330  VERT ORDER      -  SECOND    CLASS 0
 LB0330
 LB0330.The horizontal coordinates were scaled from a map and have
 LB0330.an estimated accuracy of +/- 6 seconds.
 LB0330
 LB0330.The orthometric height was determined by differential leveling and
 LB0330.adjusted by the NATIONAL GEODETIC SURVEY
 LB0330.in June 1991.
 LB0330
 LB0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0330.GEOID18 height accuracy estimate available here.
 LB0330
 LB0330.Click photographs - Photos may exist for this station.
 LB0330
 LB0330.The dynamic height is computed by dividing the NAVD 88
 LB0330.geopotential number by the normal gravity value computed on the
 LB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0330.degrees latitude (g = 980.6199 gals.).
 LB0330
 LB0330.The modeled gravity was interpolated from observed gravity values.
 LB0330
 LB0330;                    North         East    Units  Estimated Accuracy
 LB0330;SPC IN E     -   575,350.       48,690.      MT  (+/- 180 meters Scaled)
 LB0330
 LB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK618756(NAD 83)
 LB0330
 LB0330                          SUPERSEDED SURVEY CONTROL
 LB0330
 LB0330  NGVD 29 (??/??/92)  255.153  (m)          837.11   (f) ADJ UNCH    2 0
 LB0330
 LB0330.Superseded values are not recommended for survey control.
 LB0330
 LB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0330.See file dsdata.pdf to determine how the superseded data were derived.
 LB0330
 LB0330_MARKER: DB = BENCH MARK DISK
 LB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0330_STAMPING: T 114 1946
 LB0330_MARK LOGO: CGS
 LB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0330+STABILITY: SURFACE MOTION
 LB0330
 LB0330  HISTORY     - Date     Condition        Report By
 LB0330  HISTORY     - 1946     MONUMENTED       CGS
 LB0330
 LB0330                          STATION DESCRIPTION
 LB0330
 LB0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0330'0.7 MI N FROM RUSSIAVILLE.
 LB0330'ABOUT 0.7 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LB0330'RUSSIAVILLE, ABOUT 250 FEET NORTH OF THE JUNCTION WITH A ROAD
 LB0330'LEADING EAST, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.5
 LB0330'FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO WM. A.
 LB0330'MARTINS FARM HOUSE, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB0330'THE HOUSE, 2.0 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTH
 LB0330'OF A WHITE WOODEN WITNESS POST, ALONG THE WEST RIGHT-OF-WAY FENCE
 LB0330'LINE, ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED
 LB0330'T 114 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0330'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0090 ***********************************************************************
 LB0090  DESIGNATION -  T 115
 LB0090  PID         -  LB0090
 LB0090  STATE/COUNTY-  IN/CARROLL
 LB0090  COUNTRY     -  US
 LB0090  USGS QUAD   -  DEER CREEK (2019)
 LB0090
 LB0090                         *CURRENT SURVEY CONTROL
 LB0090  ______________________________________________________________________
 LB0090* NAD 83(1986) POSITION- 40 36 17.     (N) 086 25 45.     (W)   SCALED
 LB0090* NAVD 88 ORTHO HEIGHT -   211.708 (meters)      694.58  (feet) ADJUSTED
 LB0090  ______________________________________________________________________
 LB0090  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 LB0090  DYNAMIC HEIGHT  -        211.603 (meters)      694.23  (feet) COMP
 LB0090  MODELED GRAVITY -    980,126.4   (mgal)                       NAVD 88
 LB0090
 LB0090  VERT ORDER      -  SECOND    CLASS 0
 LB0090
 LB0090.The horizontal coordinates were scaled from a map and have
 LB0090.an estimated accuracy of +/- 6 seconds.
 LB0090
 LB0090.The orthometric height was determined by differential leveling and
 LB0090.adjusted by the NATIONAL GEODETIC SURVEY
 LB0090.in June 1991.
 LB0090
 LB0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0090.GEOID18 height accuracy estimate available here.
 LB0090
 LB0090.Click photographs - Photos may exist for this station.
 LB0090
 LB0090.The dynamic height is computed by dividing the NAVD 88
 LB0090.geopotential number by the normal gravity value computed on the
 LB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0090.degrees latitude (g = 980.6199 gals.).
 LB0090
 LB0090.The modeled gravity was interpolated from observed gravity values.
 LB0090
 LB0090;                    North         East    Units  Estimated Accuracy
 LB0090;SPC IN W     -   594,870.      955,360.      MT  (+/- 180 meters Scaled)
 LB0090
 LB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK482950(NAD 83)
 LB0090
 LB0090                          SUPERSEDED SURVEY CONTROL
 LB0090
 LB0090  NGVD 29 (??/??/92)  211.821  (m)          694.95   (f) ADJ UNCH    2 0
 LB0090
 LB0090.Superseded values are not recommended for survey control.
 LB0090
 LB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0090.See file dsdata.pdf to determine how the superseded data were derived.
 LB0090
 LB0090_MARKER: DB = BENCH MARK DISK
 LB0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0090_SP_SET: CULVERT HEADWALL
 LB0090_STAMPING: T 115 1946
 LB0090_MARK LOGO: CGS
 LB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0090+STABILITY: SURFACE MOTION
 LB0090
 LB0090  HISTORY     - Date     Condition        Report By
 LB0090  HISTORY     - 1946     MONUMENTED       CGS
 LB0090
 LB0090                          STATION DESCRIPTION
 LB0090
 LB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0090'2 MI W FROM DEER CREEK.
 LB0090'ABOUT 2.05 MILES WEST ALONG STATE HIGHWAY 218 FROM THE JUNCTION
 LB0090'WITH STATE HIGHWAY 29 AT DEER CREEK, AT THE JUNCTION WITH A ROAD
 LB0090'LEADING NORTH, SET IN THE CENTER OF THE TOP OF THE SOUTH
 LB0090'HEADWALL OF AN 8-FOOT CONCRETE CULVERT, 29 FEET SOUTH OF THE
 LB0090'CENTER LINE OF THE HIGHWAY AND ABOUT 3.5 FEET BELOW HIGHWAY
 LB0090'LEVEL.  A STANDARD DISK, STAMPED T 115 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0007 ***********************************************************************
 LB0007  DESIGNATION -  T 116
 LB0007  PID         -  LB0007
 LB0007  STATE/COUNTY-  IN/CARROLL
 LB0007  COUNTRY     -  US
 LB0007  USGS QUAD   -  DEER CREEK (2019)
 LB0007
 LB0007                         *CURRENT SURVEY CONTROL
 LB0007  ______________________________________________________________________
 LB0007* NAD 83(1986) POSITION- 40 34 12.     (N) 086 23 29.     (W)   SCALED
 LB0007* NAVD 88 ORTHO HEIGHT -   222.072 (meters)      728.58  (feet) ADJUSTED
 LB0007  ______________________________________________________________________
 LB0007  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 LB0007  DYNAMIC HEIGHT  -        221.961 (meters)      728.22  (feet) COMP
 LB0007  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LB0007
 LB0007  VERT ORDER      -  SECOND    CLASS 0
 LB0007
 LB0007.The horizontal coordinates were scaled from a map and have
 LB0007.an estimated accuracy of +/- 6 seconds.
 LB0007
 LB0007.The orthometric height was determined by differential leveling and
 LB0007.adjusted by the NATIONAL GEODETIC SURVEY
 LB0007.in June 1991.
 LB0007
 LB0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0007.GEOID18 height accuracy estimate available here.
 LB0007
 LB0007.Click photographs - Photos may exist for this station.
 LB0007
 LB0007.The dynamic height is computed by dividing the NAVD 88
 LB0007.geopotential number by the normal gravity value computed on the
 LB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0007.degrees latitude (g = 980.6199 gals.).
 LB0007
 LB0007.The modeled gravity was interpolated from observed gravity values.
 LB0007
 LB0007;                    North         East    Units  Estimated Accuracy
 LB0007;SPC IN W     -   591,040.      958,590.      MT  (+/- 180 meters Scaled)
 LB0007
 LB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515912(NAD 83)
 LB0007
 LB0007                          SUPERSEDED SURVEY CONTROL
 LB0007
 LB0007  NGVD 29 (??/??/92)  222.184  (m)          728.95   (f) ADJ UNCH    2 0
 LB0007
 LB0007.Superseded values are not recommended for survey control.
 LB0007
 LB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0007.See file dsdata.pdf to determine how the superseded data were derived.
 LB0007
 LB0007_MARKER: DB = BENCH MARK DISK
 LB0007_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0007_SP_SET: BOX CULVERT HEADWALL
 LB0007_STAMPING: T 116 1946
 LB0007_MARK LOGO: CGS
 LB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0007+STABILITY: SURFACE MOTION
 LB0007
 LB0007  HISTORY     - Date     Condition        Report By
 LB0007  HISTORY     - 1946     MONUMENTED       CGS
 LB0007
 LB0007                          STATION DESCRIPTION
 LB0007
 LB0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0007'2.6 MI S FROM DEER CREEK.
 LB0007'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0007'WITH STATE HIGHWAY 218 AT DEER CREEK, ABOUT 3.55 MILES NORTH
 LB0007'OF DARWIN M.E. CHURCH AT CARROLLTON, AT WHEELING, ABOUT 110
 LB0007'YARDS NORTH OF THE JUNCTION WITH STATE HIGHWAY 18, 34 FEET EAST
 LB0007'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 LB0007'END OF THE EAST HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, ABOUT
 LB0007'1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED T 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0453 ***********************************************************************
 LB0453  DESIGNATION -  T 117
 LB0453  PID         -  LB0453
 LB0453  STATE/COUNTY-  IN/CLINTON
 LB0453  COUNTRY     -  US
 LB0453  USGS QUAD   -  BURLINGTON (2019)
 LB0453
 LB0453                         *CURRENT SURVEY CONTROL
 LB0453  ______________________________________________________________________
 LB0453* NAD 83(1986) POSITION- 40 23 14.     (N) 086 29 55.     (W)   SCALED
 LB0453* NAVD 88 ORTHO HEIGHT -   242.509 (meters)      795.63  (feet) ADJUSTED
 LB0453  ______________________________________________________________________
 LB0453  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 LB0453  DYNAMIC HEIGHT  -        242.384 (meters)      795.22  (feet) COMP
 LB0453  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 LB0453
 LB0453  VERT ORDER      -  SECOND    CLASS 0
 LB0453
 LB0453.The horizontal coordinates were scaled from a map and have
 LB0453.an estimated accuracy of +/- 6 seconds.
 LB0453
 LB0453.The orthometric height was determined by differential leveling and
 LB0453.adjusted by the NATIONAL GEODETIC SURVEY
 LB0453.in June 1991.
 LB0453
 LB0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0453.GEOID18 height accuracy estimate available here.
 LB0453
 LB0453.Click photographs - Photos may exist for this station.
 LB0453
 LB0453.The dynamic height is computed by dividing the NAVD 88
 LB0453.geopotential number by the normal gravity value computed on the
 LB0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0453.degrees latitude (g = 980.6199 gals.).
 LB0453
 LB0453.The modeled gravity was interpolated from observed gravity values.
 LB0453
 LB0453;                    North         East    Units  Estimated Accuracy
 LB0453;SPC IN W     -   570,680.      949,650.      MT  (+/- 180 meters Scaled)
 LB0453
 LB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK425708(NAD 83)
 LB0453
 LB0453                          SUPERSEDED SURVEY CONTROL
 LB0453
 LB0453  NGVD 29 (??/??/92)  242.616  (m)          795.98   (f) ADJ UNCH    2 0
 LB0453
 LB0453.Superseded values are not recommended for survey control.
 LB0453
 LB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0453.See file dsdata.pdf to determine how the superseded data were derived.
 LB0453
 LB0453_MARKER: DB = BENCH MARK DISK
 LB0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0453_SP_SET: BRIDGE WINGWALL
 LB0453_STAMPING: T 117 1946
 LB0453_MARK LOGO: CGS
 LB0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0453
 LB0453  HISTORY     - Date     Condition        Report By
 LB0453  HISTORY     - 1946     MONUMENTED       CGS
 LB0453
 LB0453                          STATION DESCRIPTION
 LB0453
 LB0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0453'0.9 MI E FROM MORAN.
 LB0453'ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 LB0453'MORAN, ABOUT 100 YARDS WEST OF A CEMETERY, SET IN THE TOP OF
 LB0453'THE SOUTHWEST WINGWALL OF A 6-FOOT CONCRETE BRIDGE, 16 FEET
 LB0453'SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT 1 1/2 FEET BELOW
 LB0453'ROAD LEVEL.  A STANDARD DISK, STAMPED T 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0678 ***********************************************************************
 LB0678  DESIGNATION -  T 118
 LB0678  PID         -  LB0678
 LB0678  STATE/COUNTY-  IN/CLINTON
 LB0678  COUNTRY     -  US
 LB0678  USGS QUAD   -  MULBERRY (2019)
 LB0678
 LB0678                         *CURRENT SURVEY CONTROL
 LB0678  ______________________________________________________________________
 LB0678* NAD 83(1986) POSITION- 40 20 40.     (N) 086 37 35.     (W)   SCALED
 LB0678* NAVD 88 ORTHO HEIGHT -   245.106 (meters)      804.15  (feet) ADJUSTED
 LB0678  ______________________________________________________________________
 LB0678  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 LB0678  DYNAMIC HEIGHT  -        244.980 (meters)      803.74  (feet) COMP
 LB0678  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 LB0678
 LB0678  VERT ORDER      -  SECOND    CLASS 0
 LB0678
 LB0678.The horizontal coordinates were scaled from a map and have
 LB0678.an estimated accuracy of +/- 6 seconds.
 LB0678
 LB0678.The orthometric height was determined by differential leveling and
 LB0678.adjusted by the NATIONAL GEODETIC SURVEY
 LB0678.in June 1991.
 LB0678
 LB0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0678.GEOID18 height accuracy estimate available here.
 LB0678
 LB0678.Click photographs - Photos may exist for this station.
 LB0678
 LB0678.The dynamic height is computed by dividing the NAVD 88
 LB0678.geopotential number by the normal gravity value computed on the
 LB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0678.degrees latitude (g = 980.6199 gals.).
 LB0678
 LB0678.The modeled gravity was interpolated from observed gravity values.
 LB0678
 LB0678;                    North         East    Units  Estimated Accuracy
 LB0678;SPC IN W     -   565,860.      938,820.      MT  (+/- 180 meters Scaled)
 LB0678
 LB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK317660(NAD 83)
 LB0678
 LB0678                          SUPERSEDED SURVEY CONTROL
 LB0678
 LB0678  NGVD 29 (??/??/92)  245.207  (m)          804.48   (f) ADJ UNCH    2 0
 LB0678
 LB0678.Superseded values are not recommended for survey control.
 LB0678
 LB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0678.See file dsdata.pdf to determine how the superseded data were derived.
 LB0678
 LB0678_MARKER: DB = BENCH MARK DISK
 LB0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0678_STAMPING: T 118 1946
 LB0678_MARK LOGO: CGS
 LB0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0678+STABILITY: SURFACE MOTION
 LB0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0678+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 LB0678
 LB0678  HISTORY     - Date     Condition        Report By
 LB0678  HISTORY     - 1946     MONUMENTED       CGS
 LB0678  HISTORY     - 20020520 GOOD             INDIV
 LB0678
 LB0678                          STATION DESCRIPTION
 LB0678
 LB0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0678'2.2 MI E FROM MULBERRY.
 LB0678'ABOUT 2.15 MILES EAST ALONG STATE HIGWAY 38 FROM THE POST
 LB0678'OFFICE AT MULBERRY, 28 FEET SOUTH OF THE CENTER LINE OF THE
 LB0678'HIGHWAY, 109 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO
 LB0678'THE RALPH KNAPP FARM HOUSE, 11.5 FEET WEST OF A FENCE CORNER,
 LB0678'1 FOOT NORTH OF A FENCE LINE, AND ABOUT 1 FOOT BELOW HIGHWAY
 LB0678'LEVEL.  A STANDARD DISK, STAMPED T 118 1946 AND SET IN THE
 LB0678'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0678
 LB0678                          STATION RECOVERY (2002)
 LB0678
 LB0678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0678'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0789 ***********************************************************************
 LB0789  DESIGNATION -  T 119
 LB0789  PID         -  LB0789
 LB0789  STATE/COUNTY-  IN/TIPPECANOE
 LB0789  COUNTRY     -  US
 LB0789  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0789
 LB0789                         *CURRENT SURVEY CONTROL
 LB0789  ______________________________________________________________________
 LB0789* NAD 83(1986) POSITION- 40 29 15.     (N) 086 45 40.     (W)   SCALED
 LB0789* NAVD 88 ORTHO HEIGHT -   201.902 (meters)      662.41  (feet) ADJUSTED
 LB0789  ______________________________________________________________________
 LB0789  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 LB0789  DYNAMIC HEIGHT  -        201.803 (meters)      662.08  (feet) COMP
 LB0789  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB0789
 LB0789  VERT ORDER      -  SECOND    CLASS 0
 LB0789
 LB0789.The horizontal coordinates were scaled from a map and have
 LB0789.an estimated accuracy of +/- 6 seconds.
 LB0789
 LB0789.The orthometric height was determined by differential leveling and
 LB0789.adjusted by the NATIONAL GEODETIC SURVEY
 LB0789.in June 1991.
 LB0789
 LB0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0789.GEOID18 height accuracy estimate available here.
 LB0789
 LB0789.Click photographs - Photos may exist for this station.
 LB0789
 LB0789.The dynamic height is computed by dividing the NAVD 88
 LB0789.geopotential number by the normal gravity value computed on the
 LB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0789.degrees latitude (g = 980.6199 gals.).
 LB0789
 LB0789.The modeled gravity was interpolated from observed gravity values.
 LB0789
 LB0789;                    North         East    Units  Estimated Accuracy
 LB0789;SPC IN W     -   581,700.      927,320.      MT  (+/- 180 meters Scaled)
 LB0789
 LB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK202818(NAD 83)
 LB0789
 LB0789                          SUPERSEDED SURVEY CONTROL
 LB0789
 LB0789  NGVD 29 (??/??/92)  202.006  (m)          662.75   (f) ADJ UNCH    2 0
 LB0789
 LB0789.Superseded values are not recommended for survey control.
 LB0789
 LB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0789.See file dsdata.pdf to determine how the superseded data were derived.
 LB0789
 LB0789_MARKER: DB = BENCH MARK DISK
 LB0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0789_STAMPING: T 119 1946
 LB0789_MARK LOGO: CGS
 LB0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0789+STABILITY: SURFACE MOTION
 LB0789
 LB0789  HISTORY     - Date     Condition        Report By
 LB0789  HISTORY     - 1946     MONUMENTED       CGS
 LB0789  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB0789
 LB0789                          STATION DESCRIPTION
 LB0789
 LB0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0789'AT BUCK CREEK.
 LB0789'AT BUCK CREEK, 113.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 LB0789'WABASH RAILWAY STATION, ON THE EAST SIDE OF A NORTH-SOUTH
 LB0789'STREET CROSSING, 27 FEET EAST OF THE CENTER LINE OF THE STREET,
 LB0789'37.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR,
 LB0789'19 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACKS,
 LB0789'13.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SPUR TRACK,
 LB0789'2 1/2 FEET EAST OF A POLE AND ABOUT LEVEL WITH THE STREET.
 LB0789'A STANDARD DISK, STAMPED T 119 1946 AND SET IN THE TOP OF A
 LB0789'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0789
 LB0789                          STATION RECOVERY (1965)
 LB0789
 LB0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0789'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0357 ***********************************************************************
 KA0357  DESIGNATION -  T 12
 KA0357  PID         -  KA0357
 KA0357  STATE/COUNTY-  IN/GREENE
 KA0357  COUNTRY     -  US
 KA0357  USGS QUAD   -  BLOOMFIELD (2019)
 KA0357
 KA0357                         *CURRENT SURVEY CONTROL
 KA0357  ______________________________________________________________________
 KA0357* NAD 83(1986) POSITION- 39 05 42.46   (N) 086 59 36.66   (W)   HD_HELD1
 KA0357* NAVD 88 ORTHO HEIGHT -   154.874 (meters)      508.12  (feet) ADJUSTED
 KA0357  ______________________________________________________________________
 KA0357  GEOID HEIGHT    -        -32.743 (meters)                     GEOID18
 KA0357  DYNAMIC HEIGHT  -        154.781 (meters)      507.81  (feet) COMP
 KA0357  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 KA0357
 KA0357  VERT ORDER      -  FIRST     CLASS II
 KA0357
 KA0357.The horizontal coordinates were determined by differentially corrected
 KA0357.hand held GPS observations or other comparable positioning techniques
 KA0357.and have an estimated accuracy of +/- 3 meters.
 KA0357
 KA0357.The orthometric height was determined by differential leveling and
 KA0357.adjusted by the NATIONAL GEODETIC SURVEY
 KA0357.in June 1991.
 KA0357
 KA0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0357.GEOID18 height accuracy estimate available here.
 KA0357
 KA0357.Click photographs - Photos may exist for this station.
 KA0357
 KA0357.The dynamic height is computed by dividing the NAVD 88
 KA0357.geopotential number by the normal gravity value computed on the
 KA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0357.degrees latitude (g = 980.6199 gals.).
 KA0357
 KA0357.The modeled gravity was interpolated from observed gravity values.
 KA0357
 KA0357;                    North         East    Units  Estimated Accuracy
 KA0357;SPC IN W     -   427,060.5     907,769.8     MT  (+/- 3 meters HH1 GPS) 
 KA0357
 KA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0056027333(NAD 83)
 KA0357
 KA0357                          SUPERSEDED SURVEY CONTROL
 KA0357
 KA0357  NGVD 29 (??/??/92)  155.010  (m)          508.56   (f) ADJ UNCH    1 2
 KA0357
 KA0357.Superseded values are not recommended for survey control.
 KA0357
 KA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0357.See file dsdata.pdf to determine how the superseded data were derived.
 KA0357
 KA0357_MARKER: DB = BENCH MARK DISK
 KA0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0357_STAMPING: 508.562 T 12 1930
 KA0357_MARK LOGO: CGS
 KA0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0357+STABILITY: SURFACE MOTION
 KA0357
 KA0357  HISTORY     - Date     Condition        Report By
 KA0357  HISTORY     - 1930     MONUMENTED       CGS
 KA0357  HISTORY     - 1946     GOOD             CGS
 KA0357  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0357
 KA0357                          STATION DESCRIPTION
 KA0357
 KA0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0357'2 MI S FROM WORTHINGTON.
 KA0357'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 KA0357'AT WORTHINGTON, GREENE COUNTY, 9 FEET NORTH OF POLE 41/33, AT A
 KA0357'PRIVATE-ROAD CROSSING, 90 FEET WEST OF THE CENTERLINE OF A GRAVEL
 KA0357'ROAD PARALLELING THE TRACK, 21 FEET WEST OF THE CENTERLINE OF THE
 KA0357'MAIN TRACK, 33.5 FEET SOUTH OF THE CENTER OF A GATE IN THE
 KA0357'RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 KA0357'AND ABOUT 1 FOOT LOWER THAN THE TRACK A STANDARD DISK, STAMPED
 KA0357'508.562 T 12 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0357'3 INCHES ABOVE GROUND.
 KA0357
 KA0357                          STATION RECOVERY (1985)
 KA0357
 KA0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0698 ***********************************************************************
 LB0698  DESIGNATION -  T 120
 LB0698  PID         -  LB0698
 LB0698  STATE/COUNTY-  IN/TIPPECANOE
 LB0698  COUNTRY     -  US
 LB0698  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0698
 LB0698                         *CURRENT SURVEY CONTROL
 LB0698  ______________________________________________________________________
 LB0698* NAD 83(1986) POSITION- 40 28 55.     (N) 086 46 43.     (W)   SCALED
 LB0698* NAVD 88 ORTHO HEIGHT -   200.217 (meters)      656.88  (feet) ADJUSTED
 LB0698  ______________________________________________________________________
 LB0698  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 LB0698  DYNAMIC HEIGHT  -        200.118 (meters)      656.55  (feet) COMP
 LB0698  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 LB0698
 LB0698  VERT ORDER      -  SECOND    CLASS 0
 LB0698
 LB0698.The horizontal coordinates were scaled from a map and have
 LB0698.an estimated accuracy of +/- 6 seconds.
 LB0698
 LB0698.The orthometric height was determined by differential leveling and
 LB0698.adjusted by the NATIONAL GEODETIC SURVEY
 LB0698.in June 1991.
 LB0698
 LB0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0698.GEOID18 height accuracy estimate available here.
 LB0698
 LB0698.Click photographs - Photos may exist for this station.
 LB0698
 LB0698.The dynamic height is computed by dividing the NAVD 88
 LB0698.geopotential number by the normal gravity value computed on the
 LB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0698.degrees latitude (g = 980.6199 gals.).
 LB0698
 LB0698.The modeled gravity was interpolated from observed gravity values.
 LB0698
 LB0698;                    North         East    Units  Estimated Accuracy
 LB0698;SPC IN W     -   581,080.      925,840.      MT  (+/- 180 meters Scaled)
 LB0698
 LB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK187812(NAD 83)
 LB0698
 LB0698                          SUPERSEDED SURVEY CONTROL
 LB0698
 LB0698  NGVD 29 (??/??/92)  200.319  (m)          657.21   (f) ADJ UNCH    2 0
 LB0698
 LB0698.Superseded values are not recommended for survey control.
 LB0698
 LB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0698.See file dsdata.pdf to determine how the superseded data were derived.
 LB0698
 LB0698_MARKER: DB = BENCH MARK DISK
 LB0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0698_STAMPING: T 120 1946
 LB0698_MARK LOGO: CGS
 LB0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0698+STABILITY: SURFACE MOTION
 LB0698
 LB0698  HISTORY     - Date     Condition        Report By
 LB0698  HISTORY     - 1946     MONUMENTED       CGS
 LB0698  HISTORY     - 1965     GOOD             CGS
 LB0698  HISTORY     - 20040923 MARK NOT FOUND   BFSINC
 LB0698
 LB0698                          STATION DESCRIPTION
 LB0698
 LB0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0698'1 MI SW FROM BUCK CREEK.
 LB0698'ABOUT 1.0 MILE SOUTHWEST AND WEST ALONG A GRAVEL ROAD FROM THE
 LB0698'WABASH RAILWAY STATION AT BUCK CREEK, AT THE C. MARTIN FARM, 23 FEET
 LB0698'SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE CENTER
 LB0698'LINE OF THE DRIVEWAY TO THE HOUSE, 80 FEET NORTHEAST OF THE
 LB0698'NORTHEAST CORNER OF THE HOUSE, 10.5 FEET EAST OF A GATE POST,
 LB0698'1 1/2 FEET NORTH OF A FENCE LINE AND ABOUT 2 FEET ABOVE ROAD LEVEL.
 LB0698'A STANDARD DISK, STAMPED T 120 1946 AND SET IN THE TOP OF A
 LB0698'CONCRETE POST.
 LB0698
 LB0698                          STATION RECOVERY (1965)
 LB0698
 LB0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0698'RECOVERED IN GOOD CONDITION.
 LB0698
 LB0698                          STATION RECOVERY (2004)
 LB0698
 LB0698'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB0698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0665 ***********************************************************************
 KA0665  DESIGNATION -  T 121
 KA0665  PID         -  KA0665
 KA0665  STATE/COUNTY-  IN/PUTNAM
 KA0665  COUNTRY     -  US
 KA0665  USGS QUAD   -  COATESVILLE (2019)
 KA0665
 KA0665                         *CURRENT SURVEY CONTROL
 KA0665  ______________________________________________________________________
 KA0665* NAD 83(1986) POSITION- 39 41 14.     (N) 086 43 35.     (W)   SCALED
 KA0665* NAVD 88 ORTHO HEIGHT -   260.392 (meters)      854.30  (feet) POSTED
 KA0665  ______________________________________________________________________
 KA0665  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 KA0665  DYNAMIC HEIGHT  -        260.25  (meters)      853.8   (feet) COMP
 KA0665  MODELED GRAVITY -    980,058.8   (mgal)                       NAVD 88
 KA0665
 KA0665  VERT ORDER      -  * POSTED, SEE BELOW
 KA0665
 KA0665.The horizontal coordinates were scaled from a map and have
 KA0665.an estimated accuracy of +/- 6 seconds.
 KA0665
 KA0665.The orthometric height was determined by differential leveling
 KA0665.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0665
 KA0665.* This is a POSTED BENCH MARK height.
 KA0665
 KA0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0665.GEOID18 height accuracy estimate available here.
 KA0665
 KA0665.Click photographs - Photos may exist for this station.
 KA0665
 KA0665.The dynamic height is computed by dividing the NAVD 88
 KA0665.geopotential number by the normal gravity value computed on the
 KA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0665.degrees latitude (g = 980.6199 gals.).
 KA0665
 KA0665.The modeled gravity was interpolated from observed gravity values.
 KA0665
 KA0665;                    North         East    Units  Estimated Accuracy
 KA0665;SPC IN W     -   492,850.      930,620.      MT  (+/- 180 meters Scaled)
 KA0665
 KA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ234930(NAD 83)
 KA0665
 KA0665                          SUPERSEDED SURVEY CONTROL
 KA0665
 KA0665  NGVD 29 (??/??/92)  260.498  (m)          854.65   (f) ADJ UNCH    1 2
 KA0665
 KA0665.Superseded values are not recommended for survey control.
 KA0665
 KA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0665.See file dsdata.pdf to determine how the superseded data were derived.
 KA0665
 KA0665_MARKER: DB = BENCH MARK DISK
 KA0665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0665_SP_SET: WINGWALL
 KA0665_STAMPING: T 121 1946
 KA0665_MARK LOGO: CGS
 KA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0665+STABILITY: SURFACE MOTION
 KA0665
 KA0665  HISTORY     - Date     Condition        Report By
 KA0665  HISTORY     - 1946     MONUMENTED       CGS
 KA0665  HISTORY     - 1985     GOOD             NGS
 KA0665
 KA0665                          STATION DESCRIPTION
 KA0665
 KA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0665'1.4 MI NE FROM FILLMORE.
 KA0665'ABOUT 1.45 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0665'THE STATION AT FILLMORE, 0.2 MILE SOUTHWEST OF MILEPOST 31, AT A
 KA0665'CONCRETE BRIDGE OVER A NORTH-SOUTH FARM ROAD, OPPOSITE POLE NUMBER
 KA0665'31/10, IN THE TOP OF THE EAST WINGWALL AT THE NORTHEAST END OF THE
 KA0665'BRIDGE, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND
 KA0665'TRACK AND 6 FEET LOWER THAN TRACK LEVEL.  A STANDARD DISK,
 KA0665'STAMPED T 121 1946.
 KA0665
 KA0665                          STATION RECOVERY (1985)
 KA0665
 KA0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0665'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0665'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1386 ***********************************************************************
 LB1386  DESIGNATION -  T 122
 LB1386  PID         -  LB1386
 LB1386  STATE/COUNTY-  IN/BENTON
 LB1386  COUNTRY     -  US
 LB1386  USGS QUAD   -  FOWLER (2019)
 LB1386
 LB1386                         *CURRENT SURVEY CONTROL
 LB1386  ______________________________________________________________________
 LB1386* NAD 83(1997) POSITION- 40 37 02.52843(N) 087 18 55.94354(W)   ADJUSTED
 LB1386* NAVD 88 ORTHO HEIGHT -   253.586 (meters)      831.97  (feet) ADJUSTED
 LB1386  ______________________________________________________________________
 LB1386  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 LB1386  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 LB1386  DYNAMIC HEIGHT  -        253.463 (meters)      831.57  (feet) COMP
 LB1386  MODELED GRAVITY -    980,133.5   (mgal)                       NAVD 88
 LB1386
 LB1386  HORZ ORDER      -  SECOND
 LB1386  VERT ORDER      -  SECOND    CLASS 0
 LB1386
 LB1386.The horizontal coordinates were established by classical geodetic methods
 LB1386.and adjusted by the National Geodetic Survey in May 1999.
 LB1386
 LB1386.The orthometric height was determined by differential leveling and
 LB1386.adjusted by the NATIONAL GEODETIC SURVEY
 LB1386.in June 1991.
 LB1386
 LB1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1386.GEOID18 height accuracy estimate available here.
 LB1386
 LB1386.Click photographs - Photos may exist for this station.
 LB1386
 LB1386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1386
 LB1386.The dynamic height is computed by dividing the NAVD 88
 LB1386.geopotential number by the normal gravity value computed on the
 LB1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1386.degrees latitude (g = 980.6199 gals.).
 LB1386
 LB1386.The modeled gravity was interpolated from observed gravity values.
 LB1386
 LB1386. The following values were computed from the NAD 83(1997) position.
 LB1386
 LB1386;                    North         East     Units Scale Factor Converg.
 LB1386;SPC IN W     -   596,094.280   880,351.363   MT  0.99997142   -0 09 04.2
 LB1386;SPC IN W     - 1,955,685.98  2,888,286.10   sFT  0.99997142   -0 09 04.2
 LB1386;UTM  16      - 4,496,330.651   473,309.722   MT  0.99960877   -0 12 19.5
 LB1386
 LB1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1386!SPC IN W     -   0.99996546  x   0.99997142  =   0.99993688
 LB1386!UTM  16      -   0.99996546  x   0.99960877  =   0.99957424
 LB1386
 LB1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7330996330(NAD 83)
 LB1386
 LB1386                          SUPERSEDED SURVEY CONTROL
 LB1386
 LB1386  NAD 83(1986)-  40 37 02.53585(N)    087 18 55.95297(W) AD(       ) 2
 LB1386  NAD 27      -  40 37 02.39970(N)    087 18 55.88480(W) AD(       ) 2
 LB1386  NGVD 29 (??/??/92)  253.640  (m)          832.15   (f) ADJ UNCH    2 0
 LB1386  NGVD 29             253.64   (m)          832.2    (f) LEVELING    3  
 LB1386
 LB1386.Superseded values are not recommended for survey control.
 LB1386
 LB1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1386.See file dsdata.pdf to determine how the superseded data were derived.
 LB1386
 LB1386_MARKER: DB = BENCH MARK DISK
 LB1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1386_SP_SET: BUILDING
 LB1386_STAMPING: T 122 1946
 LB1386_MARK LOGO: CGS
 LB1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1386
 LB1386  HISTORY     - Date     Condition        Report By
 LB1386  HISTORY     - 1946     MONUMENTED       CGS
 LB1386  HISTORY     - 1955     GOOD             CGS
 LB1386  HISTORY     - 1955     GOOD             CGS
 LB1386  HISTORY     - 20100219 GOOD             GEOCAC
 LB1386
 LB1386                          STATION DESCRIPTION
 LB1386
 LB1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1386'AT FOWLER.
 LB1386'AT FOWLER, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 LB1386'CORNER OF BENTON COUNTY COURT HOUSE, 0.5 FOOT WEST OF THE CORNER,
 LB1386'IN THE SECOND COURSE OF MASONRY ABOVE THE FOUNDATION AND ABOUT
 LB1386'3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED T 122 1946.
 LB1386
 LB1386                          STATION RECOVERY (1955)
 LB1386
 LB1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB1386'BENCH MARK T 122 IS SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 LB1386'CORNER OF THE COURTHOUSE, 0.5 FOOT WEST OF THE CORNER AND ABOUT 3
 LB1386'FEET ABOVE THE GROUND.  IT IS A STANDARD BENCH MARK DISK STAMPED T
 LB1386'122 1946.
 LB1386
 LB1386                          STATION RECOVERY (1955)
 LB1386
 LB1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LB1386'RECOVERED IN GOOD CONDITION.
 LB1386
 LB1386                          STATION RECOVERY (2010)
 LB1386
 LB1386'RECOVERY NOTE BY GEOCACHING 2010 (BPS)
 LB1386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1115 ***********************************************************************
 LB1115  DESIGNATION -  T 123
 LB1115  PID         -  LB1115
 LB1115  STATE/COUNTY-  IN/WHITE
 LB1115  COUNTRY     -  US
 LB1115  USGS QUAD   -  BROOKSTON (2019)
 LB1115
 LB1115                         *CURRENT SURVEY CONTROL
 LB1115  ______________________________________________________________________
 LB1115* NAD 83(1986) POSITION- 40 36 18.     (N) 086 52 24.     (W)   SCALED
 LB1115* NAVD 88 ORTHO HEIGHT -   207.391 (meters)      680.42  (feet) ADJUSTED
 LB1115  ______________________________________________________________________
 LB1115  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 LB1115  DYNAMIC HEIGHT  -        207.292 (meters)      680.09  (feet) COMP
 LB1115  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 LB1115
 LB1115  VERT ORDER      -  SECOND    CLASS 0
 LB1115
 LB1115.The horizontal coordinates were scaled from a map and have
 LB1115.an estimated accuracy of +/- 6 seconds.
 LB1115
 LB1115.The orthometric height was determined by differential leveling and
 LB1115.adjusted by the NATIONAL GEODETIC SURVEY
 LB1115.in June 1991.
 LB1115
 LB1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1115.GEOID18 height accuracy estimate available here.
 LB1115
 LB1115.Click photographs - Photos may exist for this station.
 LB1115
 LB1115.The dynamic height is computed by dividing the NAVD 88
 LB1115.geopotential number by the normal gravity value computed on the
 LB1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1115.degrees latitude (g = 980.6199 gals.).
 LB1115
 LB1115.The modeled gravity was interpolated from observed gravity values.
 LB1115
 LB1115;                    North         East    Units  Estimated Accuracy
 LB1115;SPC IN W     -   594,720.      917,770.      MT  (+/- 180 meters Scaled)
 LB1115
 LB1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK107949(NAD 83)
 LB1115
 LB1115                          SUPERSEDED SURVEY CONTROL
 LB1115
 LB1115  NGVD 29 (??/??/92)  207.486  (m)          680.73   (f) ADJ UNCH    2 0
 LB1115
 LB1115.Superseded values are not recommended for survey control.
 LB1115
 LB1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1115.See file dsdata.pdf to determine how the superseded data were derived.
 LB1115
 LB1115_MARKER: DB = BENCH MARK DISK
 LB1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1115_STAMPING: T 123 1946
 LB1115_MARK LOGO: CGS
 LB1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1115+STABILITY: SURFACE MOTION
 LB1115
 LB1115  HISTORY     - Date     Condition        Report By
 LB1115  HISTORY     - 1946     MONUMENTED       CGS
 LB1115
 LB1115                          STATION DESCRIPTION
 LB1115
 LB1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1115'0.5 MI W FROM BROOKSTON.
 LB1115'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 18 FROM THE CHICAGO,
 LB1115'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION AT BROOKSTON, AT
 LB1115'THE NORTHEAST CORNER OF BROOKSTON CEMETERY, 69 FEET EAST OF A
 LB1115'24-INCH MAPLE TREE, 31 FEET SOUTH OF THE CENTER LINE OF THE
 LB1115'HIGHWAY, 19 FEET EAST OF A TELEPHONE POLE, 5 FEET WEST OF A
 LB1115'CORNER FENCE POST AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A
 LB1115'STANDARD DISK, STAMPED T 123 1946 AND SET IN THE TOP OF A
 LB1115'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1214 ***********************************************************************
 LB1214  DESIGNATION -  T 124
 LB1214  PID         -  LB1214
 LB1214  STATE/COUNTY-  IN/BENTON
 LB1214  COUNTRY     -  US
 LB1214  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1214
 LB1214                         *CURRENT SURVEY CONTROL
 LB1214  ______________________________________________________________________
 LB1214* NAD 83(1986) POSITION- 40 41 36.     (N) 087 09 13.     (W)   SCALED
 LB1214* NAVD 88 ORTHO HEIGHT -   231.188 (meters)      758.49  (feet) ADJUSTED
 LB1214  ______________________________________________________________________
 LB1214  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 LB1214  DYNAMIC HEIGHT  -        231.079 (meters)      758.13  (feet) COMP
 LB1214  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 LB1214
 LB1214  VERT ORDER      -  SECOND    CLASS 0
 LB1214
 LB1214.The horizontal coordinates were scaled from a map and have
 LB1214.an estimated accuracy of +/- 6 seconds.
 LB1214
 LB1214.The orthometric height was determined by differential leveling and
 LB1214.adjusted by the NATIONAL GEODETIC SURVEY
 LB1214.in June 1991.
 LB1214
 LB1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1214.GEOID18 height accuracy estimate available here.
 LB1214
 LB1214.Click photographs - Photos may exist for this station.
 LB1214
 LB1214.The dynamic height is computed by dividing the NAVD 88
 LB1214.geopotential number by the normal gravity value computed on the
 LB1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1214.degrees latitude (g = 980.6199 gals.).
 LB1214
 LB1214.The modeled gravity was interpolated from observed gravity values.
 LB1214
 LB1214;                    North         East    Units  Estimated Accuracy
 LB1214;SPC IN W     -   604,510.      894,060.      MT  (+/- 180 meters Scaled)
 LB1214
 LB1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870047(NAD 83)
 LB1214
 LB1214                          SUPERSEDED SURVEY CONTROL
 LB1214
 LB1214  NGVD 29 (??/??/92)  231.261  (m)          758.73   (f) ADJ UNCH    2 0
 LB1214
 LB1214.Superseded values are not recommended for survey control.
 LB1214
 LB1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1214.See file dsdata.pdf to determine how the superseded data were derived.
 LB1214
 LB1214_MARKER: DB = BENCH MARK DISK
 LB1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1214_SP_SET: BUILDING FOUNDATION
 LB1214_STAMPING: T 124 1946
 LB1214_MARK LOGO: CGS
 LB1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1214
 LB1214  HISTORY     - Date     Condition        Report By
 LB1214  HISTORY     - 1946     MONUMENTED       CGS
 LB1214
 LB1214                          STATION DESCRIPTION
 LB1214
 LB1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1214'AT GILBOA TOWNSHIP SCHOOL.
 LB1214'AT GILBOA TOWNSHIP SCHOOL, 3.0 MILES SOUTH OF THE BENTON-JASPER
 LB1214'COUNTY LINE AND 3.0 MILES WEST OF THE BENTON-WHITE COUNTY LINE, SET
 LB1214'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION AT THE
 LB1214'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 1.5 FOOT NORTH OF THE
 LB1214'CORNER AND 1.5 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LB1214'T 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1170 ***********************************************************************
 LB1170  DESIGNATION -  T 125
 LB1170  PID         -  LB1170
 LB1170  STATE/COUNTY-  IN/WHITE
 LB1170  COUNTRY     -  US
 LB1170  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1170
 LB1170                         *CURRENT SURVEY CONTROL
 LB1170  ______________________________________________________________________
 LB1170* NAD 83(1986) POSITION- 40 38 30.     (N) 086 52 09.     (W)   SCALED
 LB1170* NAVD 88 ORTHO HEIGHT -   214.382 (meters)      703.35  (feet) ADJUSTED
 LB1170  ______________________________________________________________________
 LB1170  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 LB1170  DYNAMIC HEIGHT  -        214.280 (meters)      703.02  (feet) COMP
 LB1170  MODELED GRAVITY -    980,146.1   (mgal)                       NAVD 88
 LB1170
 LB1170  VERT ORDER      -  SECOND    CLASS 0
 LB1170
 LB1170.The horizontal coordinates were scaled from a map and have
 LB1170.an estimated accuracy of +/- 6 seconds.
 LB1170
 LB1170.The orthometric height was determined by differential leveling and
 LB1170.adjusted by the NATIONAL GEODETIC SURVEY
 LB1170.in June 1991.
 LB1170
 LB1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1170.GEOID18 height accuracy estimate available here.
 LB1170
 LB1170.Click photographs - Photos may exist for this station.
 LB1170
 LB1170.The dynamic height is computed by dividing the NAVD 88
 LB1170.geopotential number by the normal gravity value computed on the
 LB1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1170.degrees latitude (g = 980.6199 gals.).
 LB1170
 LB1170.The modeled gravity was interpolated from observed gravity values.
 LB1170
 LB1170;                    North         East    Units  Estimated Accuracy
 LB1170;SPC IN W     -   598,790.      918,120.      MT  (+/- 180 meters Scaled)
 LB1170
 LB1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK110989(NAD 83)
 LB1170
 LB1170                          SUPERSEDED SURVEY CONTROL
 LB1170
 LB1170  NGVD 29 (??/??/92)  214.476  (m)          703.66   (f) ADJ UNCH    2 0
 LB1170
 LB1170.Superseded values are not recommended for survey control.
 LB1170
 LB1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1170.See file dsdata.pdf to determine how the superseded data were derived.
 LB1170
 LB1170_MARKER: DB = BENCH MARK DISK
 LB1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1170_STAMPING: T 125 1946
 LB1170_MARK LOGO: CGS
 LB1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1170+STABILITY: SURFACE MOTION
 LB1170
 LB1170  HISTORY     - Date     Condition        Report By
 LB1170  HISTORY     - 1946     MONUMENTED       CGS
 LB1170  HISTORY     - 19920225 MARK NOT FOUND   LOCENG
 LB1170
 LB1170                          STATION DESCRIPTION
 LB1170
 LB1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1170'1.6 MI S FROM CHALMERS.
 LB1170'1.55 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1170'RAILWAY AND STATE HIGHWAY 43 FROM THE STATION AT CHALMERS, 0.45
 LB1170'MILE NORTH OF MILEPOST 104, AT THE JUNCTION WITH A GRAVEL ROAD
 LB1170'LEADING WEST FROM THE HIGHWAY, IN THE NORTHWEST QUARTER OF THE
 LB1170'JUNCTION, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17
 LB1170'FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF A
 LB1170'TELEGRAPH POLE AND  IN LINE WITH THE ROW OF POLES, 12.5 FEET
 LB1170'WEST OF A CONCRETE CORNER FENCE POST, 16 FEET WEST OF THE WEST
 LB1170'END OF THE NORTH CONCRETE HEADWALL OF A 14-INCH CLAY TILE CULVERT
 LB1170'UNDER THE GRAVEL ROAD, 1 FOOT SOUTH OF A FENCE LINE AND 2 FEET
 LB1170'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 125
 LB1170'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1170'ABOVE GROUND.
 LB1170
 LB1170                          STATION RECOVERY (1992)
 LB1170
 LB1170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 LB1170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1122 ***********************************************************************
 LB1122  DESIGNATION -  T 127
 LB1122  PID         -  LB1122
 LB1122  STATE/COUNTY-  IN/WHITE
 LB1122  COUNTRY     -  US
 LB1122  USGS QUAD   -  IDAVILLE (2019)
 LB1122
 LB1122                         *CURRENT SURVEY CONTROL
 LB1122  ______________________________________________________________________
 LB1122* NAD 83(1986) POSITION- 40 49 29.     (N) 086 44 42.     (W)   SCALED
 LB1122* NAVD 88 ORTHO HEIGHT -   206.006 (meters)      675.87  (feet) ADJUSTED
 LB1122  ______________________________________________________________________
 LB1122  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 LB1122  DYNAMIC HEIGHT  -        205.912 (meters)      675.56  (feet) COMP
 LB1122  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 LB1122
 LB1122  VERT ORDER      -  SECOND    CLASS 0
 LB1122
 LB1122.The horizontal coordinates were scaled from a map and have
 LB1122.an estimated accuracy of +/- 6 seconds.
 LB1122
 LB1122.The orthometric height was determined by differential leveling and
 LB1122.adjusted by the NATIONAL GEODETIC SURVEY
 LB1122.in June 1991.
 LB1122
 LB1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1122.GEOID18 height accuracy estimate available here.
 LB1122
 LB1122.Click photographs - Photos may exist for this station.
 LB1122
 LB1122.The dynamic height is computed by dividing the NAVD 88
 LB1122.geopotential number by the normal gravity value computed on the
 LB1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1122.degrees latitude (g = 980.6199 gals.).
 LB1122
 LB1122.The modeled gravity was interpolated from observed gravity values.
 LB1122
 LB1122;                    North         East    Units  Estimated Accuracy
 LB1122;SPC IN W     -   619,150.      928,540.      MT  (+/- 180 meters Scaled)
 LB1122
 LB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL215193(NAD 83)
 LB1122
 LB1122                          SUPERSEDED SURVEY CONTROL
 LB1122
 LB1122  NGVD 29 (??/??/92)  206.120  (m)          676.25   (f) ADJ UNCH    2 0
 LB1122
 LB1122.Superseded values are not recommended for survey control.
 LB1122
 LB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1122.See file dsdata.pdf to determine how the superseded data were derived.
 LB1122
 LB1122_MARKER: DB = BENCH MARK DISK
 LB1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1122_STAMPING: T 127 1946
 LB1122_MARK LOGO: CGS
 LB1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1122+STABILITY: SURFACE MOTION
 LB1122
 LB1122  HISTORY     - Date     Condition        Report By
 LB1122  HISTORY     - 1946     MONUMENTED       CGS
 LB1122
 LB1122                          STATION DESCRIPTION
 LB1122
 LB1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1122'3.9 MI S FROM BUFFALO.
 LB1122'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE SCHOOL
 LB1122'BUILDING AT BUFFALO, AT THE INTERSECTION WITH A GRAVEL ROAD
 LB1122'LEADING WEST AND A PAVED ROAD LEADING EAST TO SITKA BAPTIST
 LB1122'CHURCH, IN THE SOUTHEAST QUARTER OF THE INTERSECTION, 186 FEET
 LB1122'SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 35 FEET EAST
 LB1122'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH OF TELEPHONE
 LB1122'POLE NUMBER 8, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE
 LB1122'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LB1122'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1150 ***********************************************************************
 LB1150  DESIGNATION -  T 129
 LB1150  PID         -  LB1150
 LB1150  STATE/COUNTY-  IN/PULASKI
 LB1150  COUNTRY     -  US
 LB1150  USGS QUAD   -  BUFFALO (2019)
 LB1150
 LB1150                         *CURRENT SURVEY CONTROL
 LB1150  ______________________________________________________________________
 LB1150* NAD 83(1986) POSITION- 40 58 40.     (N) 086 40 20.     (W)   SCALED
 LB1150* NAVD 88 ORTHO HEIGHT -   210.689 (meters)      691.24  (feet) ADJUSTED
 LB1150  ______________________________________________________________________
 LB1150  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 LB1150  DYNAMIC HEIGHT  -        210.597 (meters)      690.93  (feet) COMP
 LB1150  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 LB1150
 LB1150  VERT ORDER      -  SECOND    CLASS 0
 LB1150
 LB1150.The horizontal coordinates were scaled from a map and have
 LB1150.an estimated accuracy of +/- 6 seconds.
 LB1150
 LB1150.The orthometric height was determined by differential leveling and
 LB1150.adjusted by the NATIONAL GEODETIC SURVEY
 LB1150.in June 1991.
 LB1150
 LB1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1150.GEOID18 height accuracy estimate available here.
 LB1150
 LB1150.Click photographs - Photos may exist for this station.
 LB1150
 LB1150.The dynamic height is computed by dividing the NAVD 88
 LB1150.geopotential number by the normal gravity value computed on the
 LB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1150.degrees latitude (g = 980.6199 gals.).
 LB1150
 LB1150.The modeled gravity was interpolated from observed gravity values.
 LB1150
 LB1150;                    North         East    Units  Estimated Accuracy
 LB1150;SPC IN W     -   636,170.      934,600.      MT  (+/- 180 meters Scaled)
 LB1150
 LB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL275363(NAD 83)
 LB1150
 LB1150                          SUPERSEDED SURVEY CONTROL
 LB1150
 LB1150  NGVD 29 (??/??/92)  210.793  (m)          691.58   (f) ADJ UNCH    2 0
 LB1150
 LB1150.Superseded values are not recommended for survey control.
 LB1150
 LB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1150.See file dsdata.pdf to determine how the superseded data were derived.
 LB1150
 LB1150_MARKER: DB = BENCH MARK DISK
 LB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1150_STAMPING: T 129 1946
 LB1150_MARK LOGO: CGS
 LB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1150+STABILITY: SURFACE MOTION
 LB1150
 LB1150  HISTORY     - Date     Condition        Report By
 LB1150  HISTORY     - 1946     MONUMENTED       CGS
 LB1150  HISTORY     - 1981     GOOD             INDNR
 LB1150
 LB1150                          STATION DESCRIPTION
 LB1150
 LB1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1150'0.8 MI W FROM PULASKI.
 LB1150'ABOUT 0.75 MILE WEST ALONG A PAVED ROAD FROM THE SCHOOL BUILDING
 LB1150'AT PULASKI, AT THE SOUTHEAST CORNER OF A CEMETERY, 35 FEET NORTH
 LB1150'OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHEAST OF A BOARD
 LB1150'FENCE CORNER, 15 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 LB1150'ALONG THE EAST SIDE OF THE CEMETERY, 4.5 FEET SOUTHEAST OF THE
 LB1150'SOUTHEAST CORNER OF THE CEMETERY FENCE, 3 FEET EAST OF A BOARD
 LB1150'FENCE, 2 FEET SOUTHEAST OF REA POWER POLE 209-6-CD, ABOUT LEVEL
 LB1150'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1150'ABOUT 6 INCHES.
 LB1150
 LB1150                          STATION RECOVERY (1981)
 LB1150
 LB1150'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0299 ***********************************************************************
 KA0299  DESIGNATION -  T 13
 KA0299  PID         -  KA0299
 KA0299  STATE/COUNTY-  IN/MORGAN
 KA0299  COUNTRY     -  US
 KA0299  USGS QUAD   -  MARTINSVILLE (2019)
 KA0299
 KA0299                         *CURRENT SURVEY CONTROL
 KA0299  ______________________________________________________________________
 KA0299* NAD 83(1986) POSITION- 39 26 53.20   (N) 086 23 13.88   (W)   HD_HELD1
 KA0299* NAVD 88 ORTHO HEIGHT -   209.730 (meters)      688.09  (feet) ADJUSTED
 KA0299  ______________________________________________________________________
 KA0299  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 KA0299  DYNAMIC HEIGHT  -        209.612 (meters)      687.70  (feet) COMP
 KA0299  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 KA0299
 KA0299  VERT ORDER      -  FIRST     CLASS II
 KA0299
 KA0299.The horizontal coordinates were determined by differentially corrected
 KA0299.hand held GPS observations or other comparable positioning techniques
 KA0299.and have an estimated accuracy of +/- 3 meters.
 KA0299
 KA0299.The orthometric height was determined by differential leveling and
 KA0299.adjusted by the NATIONAL GEODETIC SURVEY
 KA0299.in June 1991.
 KA0299
 KA0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0299.GEOID18 height accuracy estimate available here.
 KA0299
 KA0299.Click photographs - Photos may exist for this station.
 KA0299
 KA0299.The dynamic height is computed by dividing the NAVD 88
 KA0299.geopotential number by the normal gravity value computed on the
 KA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0299.degrees latitude (g = 980.6199 gals.).
 KA0299
 KA0299.The modeled gravity was interpolated from observed gravity values.
 KA0299
 KA0299;                    North         East    Units  Estimated Accuracy
 KA0299;SPC IN W     -   466,475.1     959,920.6     MT  (+/- 3 meters HH1 GPS) 
 KA0299
 KA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5272866685(NAD 83)
 KA0299
 KA0299                          SUPERSEDED SURVEY CONTROL
 KA0299
 KA0299  NGVD 29 (??/??/92)  209.855  (m)          688.50   (f) ADJ UNCH    1 2
 KA0299
 KA0299.Superseded values are not recommended for survey control.
 KA0299
 KA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0299.See file dsdata.pdf to determine how the superseded data were derived.
 KA0299
 KA0299_MARKER: DB = BENCH MARK DISK
 KA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0299_STAMPING: 688.499 T 13 1930
 KA0299_MARK LOGO: CGS
 KA0299_PROJECTION: PROJECTING 30 CENTIMETERS
 KA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0299+STABILITY: SURFACE MOTION
 KA0299
 KA0299  HISTORY     - Date     Condition        Report By
 KA0299  HISTORY     - 1930     MONUMENTED       CGS
 KA0299  HISTORY     - 1966     GOOD             CGS
 KA0299
 KA0299                          STATION DESCRIPTION
 KA0299
 KA0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KA0299'3 MI N FROM MARTINSVILLE.
 KA0299'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM COURTHOUSE IN
 KA0299'MARTINSVILLE, MORGAN COUNTY, INDIANA, ABOUT 20 PACES NORTH OF
 KA0299'ROAD LEADING TO STATE FISH HATCHERY, 21 FEET NORTHEAST OF POLE
 KA0299'42, 50 FEET NORTHEAST OF A FENCE CORNER, 37.5 FEET EAST OF THE
 KA0299'EAST EDGE OF HIGHWAY PAVEMENT, AND 6 FEET EAST OF
 KA0299'NORTHEAST-SOUTHWEST FENCELINE.  A STANDARD USC AND GS BENCH MARK
 KA0299'STAMPED 688.499 T 13 1930 AND SET IN THE TOP OF A CONCRETE POST
 KA0299'PROJECTING 12 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0722 ***********************************************************************
 ME0722  DESIGNATION -  T 130
 ME0722  PID         -  ME0722
 ME0722  STATE/COUNTY-  IN/PULASKI
 ME0722  COUNTRY     -  US
 ME0722  USGS QUAD   -  WINAMAC (2019)
 ME0722
 ME0722                         *CURRENT SURVEY CONTROL
 ME0722  ______________________________________________________________________
 ME0722* NAD 83(1986) POSITION- 41 00 23.     (N) 086 34 22.     (W)   SCALED
 ME0722* NAVD 88 ORTHO HEIGHT -   212.434 (meters)      696.96  (feet) ADJUSTED
 ME0722  ______________________________________________________________________
 ME0722  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 ME0722  DYNAMIC HEIGHT  -        212.342 (meters)      696.66  (feet) COMP
 ME0722  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 ME0722
 ME0722  VERT ORDER      -  SECOND    CLASS 0
 ME0722
 ME0722.The horizontal coordinates were scaled from a map and have
 ME0722.an estimated accuracy of +/- 6 seconds.
 ME0722
 ME0722.The orthometric height was determined by differential leveling and
 ME0722.adjusted by the NATIONAL GEODETIC SURVEY
 ME0722.in June 1991.
 ME0722
 ME0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0722.GEOID18 height accuracy estimate available here.
 ME0722
 ME0722.Click photographs - Photos may exist for this station.
 ME0722
 ME0722.The dynamic height is computed by dividing the NAVD 88
 ME0722.geopotential number by the normal gravity value computed on the
 ME0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0722.degrees latitude (g = 980.6199 gals.).
 ME0722
 ME0722.The modeled gravity was interpolated from observed gravity values.
 ME0722
 ME0722;                    North         East    Units  Estimated Accuracy
 ME0722;SPC IN W     -   639,390.      942,950.      MT  (+/- 180 meters Scaled)
 ME0722
 ME0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL359395(NAD 83)
 ME0722
 ME0722                          SUPERSEDED SURVEY CONTROL
 ME0722
 ME0722  NGVD 29 (??/??/92)  212.550  (m)          697.34   (f) ADJ UNCH    2 0
 ME0722
 ME0722.Superseded values are not recommended for survey control.
 ME0722
 ME0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0722.See file dsdata.pdf to determine how the superseded data were derived.
 ME0722
 ME0722_MARKER: DB = BENCH MARK DISK
 ME0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0722_SP_SET: CULVERT HEADWALL
 ME0722_STAMPING: T 130 1946
 ME0722_MARK LOGO: CGS
 ME0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0722+STABILITY: SURFACE MOTION
 ME0722
 ME0722  HISTORY     - Date     Condition        Report By
 ME0722  HISTORY     - 1946     MONUMENTED       CGS
 ME0722
 ME0722                          STATION DESCRIPTION
 ME0722
 ME0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0722'2.5 MI NW FROM STAR CITY.
 ME0722'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 ME0722'BUILDING AT STAR CITY, ABOUT 0.3 MILE SOUTHEAST OF AN EAST-WEST
 ME0722'CROSS ROAD, ABOUT 85 YARDS SOUTHEAST OF PENNSYLVANIA RAILROAD
 ME0722'MILEPOST 219, SET IN THE TOP OF THE NORTHWEST END OF THE
 ME0722'SOUTHWEST CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT
 ME0722'NUMBER 29, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0722'1.4 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND ABOUT 1
 ME0722'FOOT BELOW HIGHWAY LEVEL.  NOTE-- THIS MARK IS ABOUT 3.5 MILES
 ME0722'SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE COUNTY COURT HOUSE AT
 ME0722'WINAMAC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0732 ***********************************************************************
 ME0732  DESIGNATION -  T 131
 ME0732  PID         -  ME0732
 ME0732  STATE/COUNTY-  IN/PULASKI
 ME0732  COUNTRY     -  US
 ME0732  USGS QUAD   -  BASS LAKE (2019)
 ME0732
 ME0732                         *CURRENT SURVEY CONTROL
 ME0732  ______________________________________________________________________
 ME0732* NAD 83(1986) POSITION- 41 07 40.     (N) 086 36 08.     (W)   SCALED
 ME0732* NAVD 88 ORTHO HEIGHT -   216.895 (meters)      711.60  (feet) ADJUSTED
 ME0732  ______________________________________________________________________
 ME0732  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0732  DYNAMIC HEIGHT  -        216.804 (meters)      711.30  (feet) COMP
 ME0732  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 ME0732
 ME0732  VERT ORDER      -  SECOND    CLASS 0
 ME0732
 ME0732.The horizontal coordinates were scaled from a map and have
 ME0732.an estimated accuracy of +/- 6 seconds.
 ME0732
 ME0732.The orthometric height was determined by differential leveling and
 ME0732.adjusted by the NATIONAL GEODETIC SURVEY
 ME0732.in June 1991.
 ME0732
 ME0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0732.GEOID18 height accuracy estimate available here.
 ME0732
 ME0732.Click photographs - Photos may exist for this station.
 ME0732
 ME0732.The dynamic height is computed by dividing the NAVD 88
 ME0732.geopotential number by the normal gravity value computed on the
 ME0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0732.degrees latitude (g = 980.6199 gals.).
 ME0732
 ME0732.The modeled gravity was interpolated from observed gravity values.
 ME0732
 ME0732;                    North         East    Units  Estimated Accuracy
 ME0732;SPC IN W     -   652,860.      940,400.      MT  (+/- 180 meters Scaled)
 ME0732
 ME0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333530(NAD 83)
 ME0732
 ME0732                          SUPERSEDED SURVEY CONTROL
 ME0732
 ME0732  NGVD 29 (??/??/92)  217.01   (m)          712.0    (f) COMPUTED    2 0
 ME0732
 ME0732.Superseded values are not recommended for survey control.
 ME0732
 ME0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0732.See file dsdata.pdf to determine how the superseded data were derived.
 ME0732
 ME0732_MARKER: DB = BENCH MARK DISK
 ME0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0732_STAMPING: T 131 1946
 ME0732_MARK LOGO: CGS
 ME0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0732+STABILITY: SURFACE MOTION
 ME0732
 ME0732  HISTORY     - Date     Condition        Report By
 ME0732  HISTORY     - 1946     MONUMENTED       CGS
 ME0732  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0732
 ME0732                          STATION DESCRIPTION
 ME0732
 ME0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0732'0.6 MI S FROM BEARDSTOWN.
 ME0732'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 ME0732'AND OHIO RAILWAY CROSSING AT BEARDSTOWN, AT THE INTERSECTION
 ME0732'WITH A GRAVEL ROAD LEADING EAST AND A PAVED ROAD LEADING WEST,
 ME0732'49.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH
 ME0732'OF THE CENTER LINE OF THE GRAVEL ROAD, 18 FEET SOUTH OF POWER
 ME0732'POLE NUMBER 271-442, 1 FOOT WEST OF THE EAST HIGHWAY RIGHT-OF-WAY
 ME0732'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 ME0732'2 FEET BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0732'POST PROJECTING 6 INCHES.
 ME0732
 ME0732                          STATION RECOVERY (1969)
 ME0732
 ME0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0732'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0645 ***********************************************************************
 ME0645  DESIGNATION -  T 132
 ME0645  PID         -  ME0645
 ME0645  STATE/COUNTY-  IN/STARKE
 ME0645  COUNTRY     -  US
 ME0645  USGS QUAD   -  BASS LAKE (2019)
 ME0645
 ME0645                         *CURRENT SURVEY CONTROL
 ME0645  ______________________________________________________________________
 ME0645* NAD 83(1986) POSITION- 41 12 55.     (N) 086 37 01.     (W)   SCALED
 ME0645* NAVD 88 ORTHO HEIGHT -   217.765 (meters)      714.45  (feet) ADJUSTED
 ME0645  ______________________________________________________________________
 ME0645  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME0645  DYNAMIC HEIGHT  -        217.674 (meters)      714.15  (feet) COMP
 ME0645  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 ME0645
 ME0645  VERT ORDER      -  SECOND    CLASS 0
 ME0645
 ME0645.The horizontal coordinates were scaled from a map and have
 ME0645.an estimated accuracy of +/- 6 seconds.
 ME0645
 ME0645.The orthometric height was determined by differential leveling and
 ME0645.adjusted by the NATIONAL GEODETIC SURVEY
 ME0645.in June 1991.
 ME0645
 ME0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0645.GEOID18 height accuracy estimate available here.
 ME0645
 ME0645.Click photographs - Photos may exist for this station.
 ME0645
 ME0645.The dynamic height is computed by dividing the NAVD 88
 ME0645.geopotential number by the normal gravity value computed on the
 ME0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0645.degrees latitude (g = 980.6199 gals.).
 ME0645
 ME0645.The modeled gravity was interpolated from observed gravity values.
 ME0645
 ME0645;                    North         East    Units  Estimated Accuracy
 ME0645;SPC IN W     -   662,570.      939,110.      MT  (+/- 180 meters Scaled)
 ME0645
 ME0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL321627(NAD 83)
 ME0645
 ME0645                          SUPERSEDED SURVEY CONTROL
 ME0645
 ME0645  NGVD 29 (??/??/92)  217.88   (m)          714.8    (f) COMPUTED    2 0
 ME0645
 ME0645.Superseded values are not recommended for survey control.
 ME0645
 ME0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0645.See file dsdata.pdf to determine how the superseded data were derived.
 ME0645
 ME0645_MARKER: DB = BENCH MARK DISK
 ME0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0645_SP_SET: BRIDGE
 ME0645_STAMPING: T 132 1946
 ME0645_MARK LOGO: CGS
 ME0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0645
 ME0645  HISTORY     - Date     Condition        Report By
 ME0645  HISTORY     - 1946     MONUMENTED       CGS
 ME0645
 ME0645                          STATION DESCRIPTION
 ME0645
 ME0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0645'1.1 MI W FROM BASS LAKE.
 ME0645'ABOUT 1.1 MILE WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION WITH
 ME0645'U.S. HIGHWAY 35 AT BASS LAKE, 0.2 MILE EAST OF A NORTH-SOUTH CROSS
 ME0645'ROAD, SET IN THE TOP OF THE NORTHWEST WINGWALL OF 24-FOOT CONCRETE
 ME0645'BRIDGE NUMBER 35-T-3.40, 15 FEET NORTH OF THE CENTER LINE OF
 ME0645'THE HIGHWAY, 0.8 FOOT NORTH OF THE NORTH CONCRETE RAILING, AND
 ME0645'ABOUT LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0646 ***********************************************************************
 ME0646  DESIGNATION -  T 132 RESET
 ME0646  PID         -  ME0646
 ME0646  STATE/COUNTY-  IN/STARKE
 ME0646  COUNTRY     -  US
 ME0646  USGS QUAD   -  BASS LAKE (2019)
 ME0646
 ME0646                         *CURRENT SURVEY CONTROL
 ME0646  ______________________________________________________________________
 ME0646* NAD 83(1986) POSITION- 41 12 55.     (N) 086 37 01.     (W)   SCALED
 ME0646* NAVD 88 ORTHO HEIGHT -   217.91  (meters)      714.9   (feet) RESET
 ME0646  ______________________________________________________________________
 ME0646  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME0646  VERT ORDER      -  THIRD
 ME0646
 ME0646.The horizontal coordinates were scaled from a map and have
 ME0646.an estimated accuracy of +/- 6 seconds.
 ME0646
 ME0646.The orthometric height was computed from unverified reset data.
 ME0646
 ME0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0646.GEOID18 height accuracy estimate available here.
 ME0646
 ME0646.Click photographs - Photos may exist for this station.
 ME0646
 ME0646;                    North         East    Units  Estimated Accuracy
 ME0646;SPC IN W     -   662,570.      939,110.      MT  (+/- 180 meters Scaled)
 ME0646
 ME0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL321627(NAD 83)
 ME0646
 ME0646                          SUPERSEDED SURVEY CONTROL
 ME0646
 ME0646  NGVD 29 (??/??/??)  218.02   (m)          715.3    (f) RESET       3  
 ME0646
 ME0646.Superseded values are not recommended for survey control.
 ME0646
 ME0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0646.See file dsdata.pdf to determine how the superseded data were derived.
 ME0646
 ME0646_MARKER: DB = BENCH MARK DISK
 ME0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0646_SP_SET: BRIDGE
 ME0646_STAMPING: T 132 RESET 1956
 ME0646_MARK LOGO: CGS
 ME0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0646
 ME0646  HISTORY     - Date     Condition        Report By
 ME0646  HISTORY     - 1956     MONUMENTED       INHD
 ME0646  HISTORY     - 1957     GOOD             CGS
 ME0646  HISTORY     - 1988     GOOD             USPSQD
 ME0646  HISTORY     - 1989     GOOD             USPSQD
 ME0646  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0646
 ME0646                          STATION DESCRIPTION
 ME0646
 ME0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 ME0646'1.1 MI W FROM BASS LAKE.
 ME0646'1.1 MILES WEST ALONG U.S. HIGHWAY 35 AND STATE ROAD 10 FROM THE
 ME0646'JUNCTION WITH U.S. HIGHWAY 35 AT BASS LAKE, 0.2 MILES EAST OF A
 ME0646'NORTH-SOUTH CROSSROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF
 ME0646'THE CURB OF A 24-FOOT CONCRETE BRIDGE WITH WIDENING ON EACH SIDE
 ME0646'OF PRECAST 30-FOOT CONCRETE SLABS, BRIDGE NO. 35-T-3.40 AND 20.5
 ME0646'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ME0646
 ME0646                          STATION RECOVERY (1988)
 ME0646
 ME0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0646'RECOVERED IN GOOD CONDITION.
 ME0646
 ME0646                          STATION RECOVERY (1989)
 ME0646
 ME0646'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 ME0646'RECOVERED IN GOOD CONDITION.
 ME0646
 ME0646                          STATION RECOVERY (2011)
 ME0646
 ME0646'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0646'CULVERT REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0636 ***********************************************************************
 ME0636  DESIGNATION -  T 133
 ME0636  PID         -  ME0636
 ME0636  STATE/COUNTY-  IN/STARKE
 ME0636  COUNTRY     -  US
 ME0636  USGS QUAD   -  KNOX EAST (2019)
 ME0636
 ME0636                         *CURRENT SURVEY CONTROL
 ME0636  ______________________________________________________________________
 ME0636* NAD 83(1986) POSITION- 41 15 31.85   (N) 086 31 27.30   (W)   HD_HELD1
 ME0636* NAVD 88 ORTHO HEIGHT -   221.402 (meters)      726.38  (feet) ADJUSTED
 ME0636  ______________________________________________________________________
 ME0636  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 ME0636  DYNAMIC HEIGHT  -        221.310 (meters)      726.08  (feet) COMP
 ME0636  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 ME0636
 ME0636  VERT ORDER      -  SECOND    CLASS 0
 ME0636
 ME0636.The horizontal coordinates were determined by differentially corrected
 ME0636.hand held GPS observations or other comparable positioning techniques
 ME0636.and have an estimated accuracy of +/- 3 meters.
 ME0636
 ME0636.The orthometric height was determined by differential leveling and
 ME0636.adjusted by the NATIONAL GEODETIC SURVEY
 ME0636.in June 1991.
 ME0636
 ME0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0636.GEOID18 height accuracy estimate available here.
 ME0636
 ME0636.Click photographs - Photos may exist for this station.
 ME0636
 ME0636.The dynamic height is computed by dividing the NAVD 88
 ME0636.geopotential number by the normal gravity value computed on the
 ME0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0636.degrees latitude (g = 980.6199 gals.).
 ME0636
 ME0636.The modeled gravity was interpolated from observed gravity values.
 ME0636
 ME0636;                    North         East    Units  Estimated Accuracy
 ME0636;SPC IN W     -   667,454.6     946,852.6     MT  (+/- 3 meters HH1 GPS) 
 ME0636
 ME0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3985467601(NAD 83)
 ME0636
 ME0636                          SUPERSEDED SURVEY CONTROL
 ME0636
 ME0636  NGVD 29 (??/??/92)  221.524  (m)          726.78   (f) ADJ UNCH    2 0
 ME0636
 ME0636.Superseded values are not recommended for survey control.
 ME0636
 ME0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0636.See file dsdata.pdf to determine how the superseded data were derived.
 ME0636
 ME0636_MARKER: DB = BENCH MARK DISK
 ME0636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0636_SP_SET: RETAINING WALL
 ME0636_STAMPING: T 133 1946
 ME0636_MARK LOGO: CGS
 ME0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0636+STABILITY: SURFACE MOTION
 ME0636
 ME0636  HISTORY     - Date     Condition        Report By
 ME0636  HISTORY     - 1946     MONUMENTED       CGS
 ME0636  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0636  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0636  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0636
 ME0636                          STATION DESCRIPTION
 ME0636
 ME0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0636'1 MI S FROM OBER.
 ME0636'ABOUT 1.0 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL
 ME0636'BUILDING AT OBER, AT THE INTERSECTION WITH AN EAST-WEST ROAD, IN
 ME0636'THE SOUTHEAST QUARTER OF THE INTERSECTION, SET IN THE SOUTHEAST
 ME0636'CONCRETE RETAINING WALL OF A 3-FOOT CORRUGATED PIPE CULVERT UNDER
 ME0636'THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0636'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, AND
 ME0636'ABOUT LEVEL WITH THE INTERSECTION.
 ME0636
 ME0636                          STATION RECOVERY (1988)
 ME0636
 ME0636'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0636'MARK NOT FOUND.
 ME0636
 ME0636                          STATION RECOVERY (1989)
 ME0636
 ME0636'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGP)
 ME0636'MARK NOT FOUND.
 ME0636
 ME0636                          STATION RECOVERY (2011)
 ME0636
 ME0636'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0636'HEADWALL REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1275 ***********************************************************************
 MD1275  DESIGNATION -  T 134
 MD1275  PID         -  MD1275
 MD1275  STATE/COUNTY-  IN/KOSCIUSKO
 MD1275  COUNTRY     -  US
 MD1275  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1275
 MD1275                         *CURRENT SURVEY CONTROL
 MD1275  ______________________________________________________________________
 MD1275* NAD 83(1986) POSITION- 41 06 58.42   (N) 085 50 08.56   (W)   HD_HELD1
 MD1275* NAVD 88 ORTHO HEIGHT -   285.107 (meters)      935.39  (feet) ADJUSTED
 MD1275  ______________________________________________________________________
 MD1275  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 MD1275  DYNAMIC HEIGHT  -        284.983 (meters)      934.98  (feet) COMP
 MD1275  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 MD1275
 MD1275  VERT ORDER      -  SECOND    CLASS 0
 MD1275
 MD1275.The horizontal coordinates were determined by differentially corrected
 MD1275.hand held GPS observations or other comparable positioning techniques
 MD1275.and have an estimated accuracy of +/- 3 meters.
 MD1275
 MD1275.The orthometric height was determined by differential leveling and
 MD1275.adjusted by the NATIONAL GEODETIC SURVEY
 MD1275.in June 1991.
 MD1275
 MD1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1275.GEOID18 height accuracy estimate available here.
 MD1275
 MD1275.Click photographs - Photos may exist for this station.
 MD1275
 MD1275.The dynamic height is computed by dividing the NAVD 88
 MD1275.geopotential number by the normal gravity value computed on the
 MD1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1275.degrees latitude (g = 980.6199 gals.).
 MD1275
 MD1275.The modeled gravity was interpolated from observed gravity values.
 MD1275
 MD1275;                    North         East    Units  Estimated Accuracy
 MD1275;SPC IN E     -   651,479.2      85,802.9     MT  (+/- 3 meters HH1 GPS) 
 MD1275
 MD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9774752312(NAD 83)
 MD1275
 MD1275                          SUPERSEDED SURVEY CONTROL
 MD1275
 MD1275  NGVD 29 (??/??/92)  285.236  (m)          935.81   (f) ADJ UNCH    2 0
 MD1275
 MD1275.Superseded values are not recommended for survey control.
 MD1275
 MD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1275.See file dsdata.pdf to determine how the superseded data were derived.
 MD1275
 MD1275_MARKER: DB = BENCH MARK DISK
 MD1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1275_STAMPING: T 134 1946
 MD1275_MARK LOGO: CGS
 MD1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1275+STABILITY: SURFACE MOTION
 MD1275
 MD1275  HISTORY     - Date     Condition        Report By
 MD1275  HISTORY     - 1946     MONUMENTED       CGS
 MD1275  HISTORY     - 1990     GOOD             USPSQD
 MD1275
 MD1275                          STATION DESCRIPTION
 MD1275
 MD1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1275'2 MI W FROM PACKERTON.
 MD1275'2.0 MILES WEST ALONG A PAVED ROAD FROM THE CROSS ROADS AT
 MD1275'PACKERTON, IN THE NORTHWEST QUARTER OF A NORTH-SOUTH PAVED ROAD
 MD1275'INTERSECTION, ABOUT 0.5 MILE SOUTH OF THE CROSSING OF THE
 MD1275'NORTH-SOUTH PAVED ROAD AND THE NEW YORK, CHICAGO AND ST. LOUIS
 MD1275'RAILROAD, 59 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 MD1275'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 MD1275'39 FEET NORTH OF POWER POLE NUMBER 606-196, 14 FEET NORTH OF A
 MD1275'SMALL GRANITE BOULDER, 1.5 FOOT EAST OF THE WEST RIGHT-OF-WAY
 MD1275'FENCE LINE, ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION
 MD1275'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1275
 MD1275                          STATION RECOVERY (1990)
 MD1275
 MD1275'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1299 ***********************************************************************
 MD1299  DESIGNATION -  T 135
 MD1299  PID         -  MD1299
 MD1299  STATE/COUNTY-  IN/WHITLEY
 MD1299  COUNTRY     -  US
 MD1299  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1299
 MD1299                         *CURRENT SURVEY CONTROL
 MD1299  ______________________________________________________________________
 MD1299* NAD 83(1986) POSITION- 41 00 08.     (N) 085 39 34.     (W)   SCALED
 MD1299* NAVD 88 ORTHO HEIGHT -   264.072 (meters)      866.38  (feet) ADJUSTED
 MD1299  ______________________________________________________________________
 MD1299  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 MD1299  DYNAMIC HEIGHT  -        263.950 (meters)      865.98  (feet) COMP
 MD1299  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 MD1299
 MD1299  VERT ORDER      -  SECOND    CLASS 0
 MD1299
 MD1299.The horizontal coordinates were scaled from a map and have
 MD1299.an estimated accuracy of +/- 6 seconds.
 MD1299
 MD1299.The orthometric height was determined by differential leveling and
 MD1299.adjusted by the NATIONAL GEODETIC SURVEY
 MD1299.in June 1991.
 MD1299
 MD1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1299.GEOID18 height accuracy estimate available here.
 MD1299
 MD1299.Click photographs - Photos may exist for this station.
 MD1299
 MD1299.The dynamic height is computed by dividing the NAVD 88
 MD1299.geopotential number by the normal gravity value computed on the
 MD1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1299.degrees latitude (g = 980.6199 gals.).
 MD1299
 MD1299.The modeled gravity was interpolated from observed gravity values.
 MD1299
 MD1299;                    North         East    Units  Estimated Accuracy
 MD1299;SPC IN E     -   638,810.      100,610.      MT  (+/- 180 meters Scaled)
 MD1299
 MD1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL127398(NAD 83)
 MD1299
 MD1299                          SUPERSEDED SURVEY CONTROL
 MD1299
 MD1299  NGVD 29 (??/??/92)  264.198  (m)          866.79   (f) ADJ UNCH    2 0
 MD1299
 MD1299.Superseded values are not recommended for survey control.
 MD1299
 MD1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1299.See file dsdata.pdf to determine how the superseded data were derived.
 MD1299
 MD1299_MARKER: DB = BENCH MARK DISK
 MD1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1299_SP_SET: CULVERT HEADWALL
 MD1299_STAMPING: T 135 1946
 MD1299_MARK LOGO: CGS
 MD1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1299+STABILITY: SURFACE MOTION
 MD1299
 MD1299  HISTORY     - Date     Condition        Report By
 MD1299  HISTORY     - 1946     MONUMENTED       CGS
 MD1299  HISTORY     - 1968     GOOD             INHD
 MD1299  HISTORY     - 1990     GOOD             USPSQD
 MD1299
 MD1299                          STATION DESCRIPTION
 MD1299
 MD1299'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD1299'4.5 MI W FROM LUTHER.
 MD1299'4.5 MILES WEST ALONG S.R. 114 FROM THE INTERSECTION WITH S.R. 5
 MD1299'AT LUTHER 0.2 MILE EAST OF THE JUNC. OF GRAVEL ROAD (700-E)
 MD1299'LEADING SOUTH, 54 FT. EAST OF THE DRIVEWAY LEADING TO THE ARDEN
 MD1299'BADSKEY FARMHOUSE, 22 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MD1299'IN THE TOP OF THE WEST END OF THE NORTH CONC. HEADWALL OF A 14
 MD1299'INCH CULVERT.  NOTE-- THIS MARK SEEMS SOLID BUT CONC. HEADWALL
 MD1299'SPALLING BADLY.
 MD1299
 MD1299                          STATION RECOVERY (1990)
 MD1299
 MD1299'RECOVERY NOTE BY US POWER SQUADRON 1990 (KL)
 MD1299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0981 ***********************************************************************
 ME0981  DESIGNATION -  T 137
 ME0981  PID         -  ME0981
 ME0981  STATE/COUNTY-  IN/LAKE
 ME0981  COUNTRY     -  US
 ME0981  USGS QUAD   -  GARY (2019)
 ME0981
 ME0981                         *CURRENT SURVEY CONTROL
 ME0981  ______________________________________________________________________
 ME0981* NAD 83(1986) POSITION- 41 33 07.     (N) 087 15 56.     (W)   SCALED
 ME0981* NAVD 88 ORTHO HEIGHT -   196.529 (meters)      644.78  (feet) ADJUSTED
 ME0981  ______________________________________________________________________
 ME0981  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 ME0981  DYNAMIC HEIGHT  -        196.455 (meters)      644.54  (feet) COMP
 ME0981  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 ME0981
 ME0981  VERT ORDER      -  FIRST     CLASS I
 ME0981
 ME0981.The horizontal coordinates were scaled from a map and have
 ME0981.an estimated accuracy of +/- 6 seconds.
 ME0981
 ME0981.The orthometric height was determined by differential leveling and
 ME0981.adjusted by the NATIONAL GEODETIC SURVEY
 ME0981.in June 1991.
 ME0981
 ME0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0981.GEOID18 height accuracy estimate available here.
 ME0981
 ME0981.Click photographs - Photos may exist for this station.
 ME0981
 ME0981.The dynamic height is computed by dividing the NAVD 88
 ME0981.geopotential number by the normal gravity value computed on the
 ME0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0981.degrees latitude (g = 980.6199 gals.).
 ME0981
 ME0981.The modeled gravity was interpolated from observed gravity values.
 ME0981
 ME0981;                    North         East    Units  Estimated Accuracy
 ME0981;SPC IN W     -   699,870.      884,800.      MT  (+/- 180 meters Scaled)
 ME0981
 ME0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM778000(NAD 83)
 ME0981
 ME0981                          SUPERSEDED SURVEY CONTROL
 ME0981
 ME0981  NGVD 29 (??/??/92)  196.625  (m)          645.09   (f) ADJ UNCH    1 1
 ME0981
 ME0981.Superseded values are not recommended for survey control.
 ME0981
 ME0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0981.See file dsdata.pdf to determine how the superseded data were derived.
 ME0981
 ME0981_MARKER: DB = BENCH MARK DISK
 ME0981_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0981_SP_SET: BUILDING
 ME0981_STAMPING: T 137 1946
 ME0981_MARK LOGO: CGS
 ME0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0981+STABILITY: SURFACE MOTION
 ME0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0981+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0981
 ME0981  HISTORY     - Date     Condition        Report By
 ME0981  HISTORY     - 1946     MONUMENTED       CGS
 ME0981  HISTORY     - 1968     GOOD             CGS
 ME0981  HISTORY     - 19920902 GOOD             NGS
 ME0981
 ME0981                          STATION DESCRIPTION
 ME0981
 ME0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0981'2 MI NW FROM HOBART.
 ME0981'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0981'THE STATION AT HOBART, THENCE 0.5 MILE NORTH ALONG WISCONSIN
 ME0981'STREET, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 6, THENCE 0.05
 ME0981'MILE NORTH ALONG PULASKI ROAD, AT THE BROADMOOR TRAILER PARK,
 ME0981'SET VERTICALLY IN THE WEST SIDE AND AT THE NORTHWEST CORNER OF
 ME0981'A CONCRETE BLOCK BUILDING FOR AN APARTMENT HOUSE (FORMERLY THE
 ME0981'ADMINISTRATION BUILDING FOR THE COLE SKY RANCH AIRPORT), 424
 ME0981'FEET EAST OF THE CENTER LINE OF PULASKI ROAD, 45 1/2 FEET SOUTH
 ME0981'OF A STREET THRU THE TRAILER PARK, 2 FEET SOUTH OF THE NORTHWEST
 ME0981'CORNER OF THE BUILDING AND 0.4 FOOT ABOVE THE LEVEL OF THE
 ME0981'GROUND.  SEC 19, T 36 N, R 7 W.
 ME0981
 ME0981                          STATION RECOVERY (1992)
 ME0981
 ME0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0981'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0981'HOBART, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG RIDGE ROAD,
 ME0981'THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG WISCONSIN AVENUE, THENCE 0.2
 ME0981'KM (0.10 MI) EASTERLY ALONG 37TH AVENUE, THENCE 0.15 KM (0.10 MI)
 ME0981'NORTHERLY ALONG PULASKI AND SHENANDON AVENUES, THENCE 0.1 KM
 ME0981'(0.05 MI) EASTERLY ALONG GEORGIA AVENUE, SET VERTICALLY IN THE WEST
 ME0981'FACE OF A BLOCK APARTMENT BUILDING AT THE PINE VILLAGE TRAILER PARK,
 ME0981'13.4 M (44.0 FT) SOUTH OF THE AVENUE CENTER, 1.4 M (4.6 FT) ABOVE THE
 ME0981'LEVEL OF THE AVENUE, 0.6 M (2.0 FT) SOUTH OF THE NORTHWEST CORNER OF
 ME0981'THE BUILDING, AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1238 ***********************************************************************
 ME1238  DESIGNATION -  T 138
 ME1238  PID         -  ME1238
 ME1238  STATE/COUNTY-  IN/LAKE
 ME1238  COUNTRY     -  US
 ME1238  USGS QUAD   -  PALMER (2019)
 ME1238
 ME1238                         *CURRENT SURVEY CONTROL
 ME1238  ______________________________________________________________________
 ME1238* NAD 83(1986) POSITION- 41 23 01.27   (N) 087 14 13.77   (W)   HD_HELD1
 ME1238* NAVD 88 ORTHO HEIGHT -   221.397 (meters)      726.37  (feet) ADJUSTED
 ME1238  ______________________________________________________________________
 ME1238  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME1238  DYNAMIC HEIGHT  -        221.306 (meters)      726.07  (feet) COMP
 ME1238  MODELED GRAVITY -    980,209.5   (mgal)                       NAVD 88
 ME1238
 ME1238  VERT ORDER      -  SECOND    CLASS 0
 ME1238
 ME1238.The horizontal coordinates were determined by differentially corrected
 ME1238.hand held GPS observations or other comparable positioning techniques
 ME1238.and have an estimated accuracy of +/- 3 meters.
 ME1238
 ME1238.The orthometric height was determined by differential leveling and
 ME1238.adjusted by the NATIONAL GEODETIC SURVEY
 ME1238.in June 1991.
 ME1238
 ME1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1238.GEOID18 height accuracy estimate available here.
 ME1238
 ME1238.Click photographs - Photos may exist for this station.
 ME1238
 ME1238.The dynamic height is computed by dividing the NAVD 88
 ME1238.geopotential number by the normal gravity value computed on the
 ME1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1238.degrees latitude (g = 980.6199 gals.).
 ME1238
 ME1238.The modeled gravity was interpolated from observed gravity values.
 ME1238
 ME1238;                    North         East    Units  Estimated Accuracy
 ME1238;SPC IN W     -   681,179.5     887,133.7     MT  (+/- 3 meters HH1 GPS) 
 ME1238
 ME1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8017081378(NAD 83)
 ME1238
 ME1238                          SUPERSEDED SURVEY CONTROL
 ME1238
 ME1238  NGVD 29 (??/??/92)  221.486  (m)          726.66   (f) ADJ UNCH    2 0
 ME1238
 ME1238.Superseded values are not recommended for survey control.
 ME1238
 ME1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1238.See file dsdata.pdf to determine how the superseded data were derived.
 ME1238
 ME1238_MARKER: DB = BENCH MARK DISK
 ME1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1238_STAMPING: T 138 1946
 ME1238_MARK LOGO: CGS
 ME1238_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1238+STABILITY: SURFACE MOTION
 ME1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1238+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 ME1238
 ME1238  HISTORY     - Date     Condition        Report By
 ME1238  HISTORY     - 1946     MONUMENTED       CGS
 ME1238  HISTORY     - 1968     GOOD             CGS
 ME1238  HISTORY     - 20200806 GOOD             IN-089
 ME1238
 ME1238                          STATION DESCRIPTION
 ME1238
 ME1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1238'0.4 MI SE FROM PALMER.
 ME1238'ABOUT 0.45 MILE SOUTH ALONG RANDOLPH STREET FROM ITS INTERSECTION
 ME1238'WITH 125TH AVE. THENCE EAST ALONG 129TH AVE. FOR 0.1 MILE TO
 ME1238'THE MARK ON THE RIGHT.  IT IS 28 FEET WEST OF THE CENTERLINE OF
 ME1238'A DRIVEWAY SOUTH, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 ME1238'4 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE BOX, 1 FOOT EAST
 ME1238'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ME1238'PROJECTING 6 INCHES.
 ME1238
 ME1238                          STATION RECOVERY (2020)
 ME1238
 ME1238'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0978 ***********************************************************************
 ME0978  DESIGNATION -  T 139
 ME0978  PID         -  ME0978
 ME0978  STATE/COUNTY-  IN/LAKE
 ME0978  COUNTRY     -  US
 ME0978  USGS QUAD   -  GARY (2019)
 ME0978
 ME0978                         *CURRENT SURVEY CONTROL
 ME0978  ______________________________________________________________________
 ME0978* NAD 83(1986) POSITION- 41 32 37.     (N) 087 16 10.     (W)   SCALED
 ME0978* NAVD 88 ORTHO HEIGHT -   194.996 (meters)      639.75  (feet) ADJUSTED
 ME0978  ______________________________________________________________________
 ME0978  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 ME0978  DYNAMIC HEIGHT  -        194.922 (meters)      639.51  (feet) COMP
 ME0978  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 ME0978
 ME0978  VERT ORDER      -  FIRST     CLASS I
 ME0978
 ME0978.The horizontal coordinates were scaled from a map and have
 ME0978.an estimated accuracy of +/- 6 seconds.
 ME0978
 ME0978.The orthometric height was determined by differential leveling and
 ME0978.adjusted by the NATIONAL GEODETIC SURVEY
 ME0978.in April 1995.
 ME0978
 ME0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0978.GEOID18 height accuracy estimate available here.
 ME0978
 ME0978.Click photographs - Photos may exist for this station.
 ME0978
 ME0978.The dynamic height is computed by dividing the NAVD 88
 ME0978.geopotential number by the normal gravity value computed on the
 ME0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0978.degrees latitude (g = 980.6199 gals.).
 ME0978
 ME0978.The modeled gravity was interpolated from observed gravity values.
 ME0978
 ME0978;                    North         East    Units  Estimated Accuracy
 ME0978;SPC IN W     -   698,950.      884,470.      MT  (+/- 180 meters Scaled)
 ME0978
 ME0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL775991(NAD 83)
 ME0978
 ME0978                          SUPERSEDED SURVEY CONTROL
 ME0978
 ME0978  NAVD 88 (06/15/91)  195.015  (m)          639.81   (f) SUPERSEDED  1 1
 ME0978  NGVD 29 (01/19/93)  195.092  (m)          640.06   (f) ADJUSTED    1 1
 ME0978  NGVD 29 (??/??/92)  195.110  (m)          640.12   (f) SUPERSEDED  1 1
 ME0978
 ME0978.Superseded values are not recommended for survey control.
 ME0978
 ME0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0978.See file dsdata.pdf to determine how the superseded data were derived.
 ME0978
 ME0978_MARKER: DB = BENCH MARK DISK
 ME0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0978_STAMPING: T 139 1946
 ME0978_MARK LOGO: CGS
 ME0978_PROJECTION: PROJECTING 20 CENTIMETERS
 ME0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0978+STABILITY: SURFACE MOTION
 ME0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0978+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2021
 ME0978
 ME0978  HISTORY     - Date     Condition        Report By
 ME0978  HISTORY     - 1946     MONUMENTED       CGS
 ME0978  HISTORY     - 1968     GOOD             CGS
 ME0978  HISTORY     - 1972     GOOD             BRADY
 ME0978  HISTORY     - 1977     GOOD             LOCSUR
 ME0978  HISTORY     - 19920906 GOOD             NGS
 ME0978  HISTORY     - 20050518 GOOD             INDIV
 ME0978  HISTORY     - 20210312 GOOD             INDOT
 ME0978
 ME0978                          STATION DESCRIPTION
 ME0978
 ME0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0978'1.4 MI NW FROM HOBART.
 ME0978'ABOUT 1.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0978'THE STATION AT HOBART, AT THE CROSSING OF WISCONSIN STREET, 0.1
 ME0978'MILE SOUTHEAST OF MILEPOST 436, 43.5 FEET SOUTHEAST OF THE
 ME0978'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 43 FEET WEST OF THE
 ME0978'CENTER LINE OF WISCONSIN AVENUE, 4 FEET NORTHWEST OF A TELEPHONE
 ME0978'POLE, IN LINE WITH A ROW OF POLES, ABOUT LEVEL WITH THE TRACK
 ME0978'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0978'THE LEVEL OF THE GROUND.  SEC 30, T 36 N, R 7 W.  NOTE-- IT
 ME0978'APPEARS THAT THE MARK HAS MOVED ABOUT 3 CM.
 ME0978
 ME0978                          STATION RECOVERY (1972)
 ME0978
 ME0978'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME0978'RECOVERED IN GOOD CONDITION.
 ME0978
 ME0978                          STATION RECOVERY (1977)
 ME0978
 ME0978'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0978'RECOVERED IN GOOD CONDITION.
 ME0978
 ME0978                          STATION RECOVERY (1992)
 ME0978
 ME0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0978'IN HOBART, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND WISCONSIN
 ME0978'STREET, 13.4 M (44.0 FT) SOUTHWEST OF THE NEAR RAIL, 10.8 M
 ME0978'(35.4 FT) WEST OF THE STREET CENTER, 1.2 M (3.9 FT) NORTHWEST OF A
 ME0978'UTILITY POLE WITH 2 GUY CABLES, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 ME0978'TRACK, 0.3 M (1.0 FT) SOUTHEAST  OF A WITNESS POST, AND THE MONUMENT
 ME0978'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 ME0978
 ME0978                          STATION RECOVERY (2005)
 ME0978
 ME0978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRK)
 ME0978'RECOVERED IN GOOD CONDITION.
 ME0978
 ME0978                          STATION RECOVERY (2021)
 ME0978
 ME0978'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1342 ***********************************************************************
 ME1342  DESIGNATION -  T 140
 ME1342  PID         -  ME1342
 ME1342  STATE/COUNTY-  IN/LAKE
 ME1342  COUNTRY     -  US
 ME1342  USGS QUAD   -  SHELBY (2019)
 ME1342
 ME1342                         *CURRENT SURVEY CONTROL
 ME1342  ______________________________________________________________________
 ME1342* NAD 83(1986) POSITION- 41 14 46.     (N) 087 16 32.     (W)   SCALED
 ME1342* NAVD 88 ORTHO HEIGHT -   195.780 (meters)      642.32  (feet) ADJUSTED
 ME1342  ______________________________________________________________________
 ME1342  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME1342  DYNAMIC HEIGHT  -        195.697 (meters)      642.05  (feet) COMP
 ME1342  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 ME1342
 ME1342  VERT ORDER      -  SECOND    CLASS 0
 ME1342
 ME1342.The horizontal coordinates were scaled from a map and have
 ME1342.an estimated accuracy of +/- 6 seconds.
 ME1342
 ME1342.The orthometric height was determined by differential leveling and
 ME1342.adjusted by the NATIONAL GEODETIC SURVEY
 ME1342.in June 1991.
 ME1342
 ME1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1342.GEOID18 height accuracy estimate available here.
 ME1342
 ME1342.Click photographs - Photos may exist for this station.
 ME1342
 ME1342.The dynamic height is computed by dividing the NAVD 88
 ME1342.geopotential number by the normal gravity value computed on the
 ME1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1342.degrees latitude (g = 980.6199 gals.).
 ME1342
 ME1342.The modeled gravity was interpolated from observed gravity values.
 ME1342
 ME1342;                    North         East    Units  Estimated Accuracy
 ME1342;SPC IN W     -   665,910.      883,890.      MT  (+/- 180 meters Scaled)
 ME1342
 ME1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL769661(NAD 83)
 ME1342
 ME1342                          SUPERSEDED SURVEY CONTROL
 ME1342
 ME1342  NGVD 29 (??/??/92)  195.87   (m)          642.6    (f) COMPUTED    2 0
 ME1342
 ME1342.Superseded values are not recommended for survey control.
 ME1342
 ME1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1342.See file dsdata.pdf to determine how the superseded data were derived.
 ME1342
 ME1342_MARKER: DB = BENCH MARK DISK
 ME1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1342_SP_SET: BUILDING
 ME1342_STAMPING: T 140 1946
 ME1342_MARK LOGO: CGS
 ME1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1342
 ME1342  HISTORY     - Date     Condition        Report By
 ME1342  HISTORY     - 1946     MONUMENTED       CGS
 ME1342
 ME1342                          STATION DESCRIPTION
 ME1342
 ME1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1342'1.4 MI S FROM RANGE LINE.
 ME1342'ABOUT 1.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE PRESBYTERIAN
 ME1342'CHURCH AT RANGE LINE, AT THE LIBERTY SCHOOL, SET VERTICALLY IN
 ME1342'THE NORTH FACE AT THE NORTHEAST CORNER OF THE BUILDING, 1.4
 ME1342'FEET WEST OF THE NORTHEAST CORNER, 1.3 FEET ABOVE THE GROUND,
 ME1342'AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1343 ***********************************************************************
 ME1343  DESIGNATION -  T 140 RESET
 ME1343  PID         -  ME1343
 ME1343  STATE/COUNTY-  IN/LAKE
 ME1343  COUNTRY     -  US
 ME1343  USGS QUAD   -  SHELBY (2019)
 ME1343
 ME1343                         *CURRENT SURVEY CONTROL
 ME1343  ______________________________________________________________________
 ME1343* NAD 83(1986) POSITION- 41 14 46.     (N) 087 16 32.     (W)   SCALED
 ME1343* NAVD 88 ORTHO HEIGHT -   196.06  (meters)      643.2   (feet) RESET
 ME1343  ______________________________________________________________________
 ME1343  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME1343  VERT ORDER      -  THIRD
 ME1343
 ME1343.The horizontal coordinates were scaled from a map and have
 ME1343.an estimated accuracy of +/- 6 seconds.
 ME1343
 ME1343.The orthometric height was computed from unverified reset data.
 ME1343
 ME1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1343.GEOID18 height accuracy estimate available here.
 ME1343
 ME1343.Click photographs - Photos may exist for this station.
 ME1343
 ME1343;                    North         East    Units  Estimated Accuracy
 ME1343;SPC IN W     -   665,910.      883,890.      MT  (+/- 180 meters Scaled)
 ME1343
 ME1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL769661(NAD 83)
 ME1343
 ME1343                          SUPERSEDED SURVEY CONTROL
 ME1343
 ME1343  NGVD 29 (??/??/??)  196.15   (m)          643.5    (f) RESET       3  
 ME1343
 ME1343.Superseded values are not recommended for survey control.
 ME1343
 ME1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1343.See file dsdata.pdf to determine how the superseded data were derived.
 ME1343
 ME1343_MARKER: DB = BENCH MARK DISK
 ME1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1343_STAMPING: T 140 RESET 1954
 ME1343_MARK LOGO: CGS
 ME1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1343+STABILITY: SURFACE MOTION
 ME1343
 ME1343  HISTORY     - Date     Condition        Report By
 ME1343  HISTORY     - 1954     MONUMENTED       CL
 ME1343  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1343
 ME1343                          STATION DESCRIPTION
 ME1343
 ME1343'DESCRIBED BY CLIFFORD LEISURE CIVIL ENGINEER 1954
 ME1343'1.4 MI S FROM RANGE LINE.
 ME1343'1.4 MILES SOUTH ALONG A GRAVEL AND ASPHALT ROAD FROM THE
 ME1343'PRESBYTERIAN CHURCH AT RANGE LINE, LAKE COUNTY, AT THE JUNCTION
 ME1343'OF A ROAD LEADING WEST, AT THE JUNCTION OF THE NORTH FENCE OF THE
 ME1343'ROAD LEADING WEST AND THE WEST FENCE ALONG THE RANGE LINE ROAD.
 ME1343'A STANDARD DISK, STAMPED T 140 RESET 1954 AND SET IN THE TOP OF
 ME1343'A CONCRETE POST PROJECTING 1.3 FEET ABOVE GROUND.
 ME1343
 ME1343                          STATION RECOVERY (1989)
 ME1343
 ME1343'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEN)
 ME1343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0607 ***********************************************************************
 ME0607  DESIGNATION -  T 141
 ME0607  PID         -  ME0607
 ME0607  STATE/COUNTY-  IN/PORTER
 ME0607  COUNTRY     -  US
 ME0607  USGS QUAD   -  LA CROSSE (2019)
 ME0607
 ME0607                         *CURRENT SURVEY CONTROL
 ME0607  ______________________________________________________________________
 ME0607* NAD 83(2011) POSITION- 41 19 03.62880(N) 086 58 05.43343(W)   ADJUSTED
 ME0607* NAD 83(2011) ELLIP HT-   174.267 (meters)        (10/27/23)   ADJUSTED
 ME0607* NAD 83(2011) EPOCH   -  2010.00
 ME0607* NAVD 88 ORTHO HEIGHT -   208.132 (meters)      682.85  (feet) ADJUSTED
 ME0607  ______________________________________________________________________
 ME0607  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 ME0607  NAD 83(2011) X  -    253,742.885 (meters)                     COMP
 ME0607  NAD 83(2011) Y  - -4,790,787.441 (meters)                     COMP
 ME0607  NAD 83(2011) Z  -  4,189,100.101 (meters)                     COMP
 ME0607  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 ME0607  DYNAMIC HEIGHT  -        208.044 (meters)      682.56  (feet) COMP
 ME0607  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME0607
 ME0607  VERT ORDER      -  SECOND    CLASS 0
 ME0607
 ME0607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0607  Standards:
 ME0607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0607  -------------------------------------------------------------------
 ME0607  NETWORK    0.33   1.76           0.14   0.13   0.90     -0.04722671
 ME0607  -------------------------------------------------------------------
 ME0607  Click here for local accuracies and other accuracy information.
 ME0607
 ME0607.The horizontal coordinates were established by GPS observations
 ME0607.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME0607
 ME0607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0607.been affixed to the stable North American tectonic plate. See 
 ME0607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0607
 ME0607.The horizontal coordinates are valid at the epoch date displayed above
 ME0607.which is a decimal equivalence of Year/Month/Day.
 ME0607
 ME0607.The orthometric height was determined by differential leveling and
 ME0607.adjusted by the NATIONAL GEODETIC SURVEY
 ME0607.in June 1991.
 ME0607
 ME0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0607.GEOID18 height accuracy estimate available here.
 ME0607
 ME0607.Click photographs - Photos may exist for this station.
 ME0607
 ME0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0607
 ME0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0607
 ME0607.The ellipsoidal height was determined by GPS observations
 ME0607.and is referenced to NAD 83.
 ME0607
 ME0607.The dynamic height is computed by dividing the NAVD 88
 ME0607.geopotential number by the normal gravity value computed on the
 ME0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0607.degrees latitude (g = 980.6199 gals.).
 ME0607
 ME0607.The modeled gravity was interpolated from observed gravity values.
 ME0607
 ME0607. The following values were computed from the NAD 83(2011) position.
 ME0607
 ME0607;                    North         East     Units Scale Factor Converg.
 ME0607;SPC IN W     -   673,843.407   909,641.799   MT  0.99996781   +0 04 33.7
 ME0607;SPC IN W     - 2,210,767.91  2,984,383.14   sFT  0.99996781   +0 04 33.7
 ME0607;UTM  16      - 4,574,023.427   502,663.559   MT  0.99960009   +0 01 15.6
 ME0607
 ME0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0607!SPC IN W     -   0.99997267  x   0.99996781  =   0.99994048
 ME0607!UTM  16      -   0.99997267  x   0.99960009  =   0.99957277
 ME0607
 ME0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0266374023(NAD 83)
 ME0607
 ME0607                          SUPERSEDED SURVEY CONTROL
 ME0607
 ME0607  NAD 83(1997)-  41 19 03.62876(N)    086 58 05.43444(W) AD(       ) 2
 ME0607  NAD 83(1986)-  41 19 03.63395(N)    086 58 05.43899(W) AD(       ) 2
 ME0607  NAD 27      -  41 19 03.49380(N)    086 58 05.35420(W) AD(       ) 2
 ME0607  NGVD 29 (??/??/92)  208.228  (m)          683.16   (f) ADJ UNCH    2 0
 ME0607  NGVD 29             208.23   (m)          683.2    (f) LEVELING    3  
 ME0607
 ME0607.Superseded values are not recommended for survey control.
 ME0607
 ME0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0607.See file dsdata.pdf to determine how the superseded data were derived.
 ME0607
 ME0607_MARKER: DB = BENCH MARK DISK
 ME0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0607_STAMPING: T 141 1946
 ME0607_MARK LOGO: CGS
 ME0607_PROJECTION: FLUSH
 ME0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0607+STABILITY: SURFACE MOTION
 ME0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0607+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 ME0607
 ME0607  HISTORY     - Date     Condition        Report By
 ME0607  HISTORY     - 1946     MONUMENTED       CGS
 ME0607  HISTORY     - 1969     GOOD             USPSQD
 ME0607  HISTORY     - 1969     GOOD             CGS
 ME0607  HISTORY     - 1978     GOOD             USGS
 ME0607  HISTORY     - 20200326 GOOD             IN-127
 ME0607  HISTORY     - 20210331 GOOD             INDOT
 ME0607
 ME0607                          STATION DESCRIPTION
 ME0607
 ME0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0607'3 MI E FROM KOUTS.
 ME0607'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0607'WITH STATE HIGHWAY 49 IN KOUTS, 4.05 MILES WEST OF THE JUNCTION
 ME0607'OF STATE HIGHWAY 43 IN LA CROSSE, IN THE SOUTHWEST QUADRANT OF
 ME0607'THE INTERSECTION WITH A GRAVEL ROAD SOUTH, 32 FEET SOUTH AND
 ME0607'ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, 25 FEET WEST OF THE
 ME0607'CENTER OF THE SIDE ROAD, 10 FEET SOUTHWEST OF THE WEST END OF A
 ME0607'15-INCH PIPE CULVERT UNDER THE SIDE ROAD, 4 FEET WEST OF A CORNER
 ME0607'FENCE POST, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 ME0607'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0607'4 INCHES.  NOTE-- THE FENCE AT THE MARK IS GONE, HIGHWAY 43 AT
 ME0607'KOUTS IS NOW U.S. HWY. 421, THE GRAVEL ROAD SOUTH IF NOW PAVED
 ME0607'AND CO. RD. 500 E AND THE MARK IS 1 FOOT EAST OF A METAL WITNESS
 ME0607'POST.
 ME0607
 ME0607                          STATION RECOVERY (1969)
 ME0607
 ME0607'RECOVERY NOTE BY US POWER SQUADRON 1969 (TCR)
 ME0607'RECOVERED IN GOOD CONDITION.
 ME0607
 ME0607                          STATION RECOVERY (1969)
 ME0607
 ME0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0607'RECOVERED IN GOOD CONDITION.
 ME0607
 ME0607                          STATION RECOVERY (1978)
 ME0607
 ME0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 ME0607'RECOVERED IN GOOD CONDITION.
 ME0607
 ME0607                          STATION RECOVERY (2020)
 ME0607
 ME0607'RECOVERY NOTE BY PORTER COUNTY INDIANA 2020 (WEE)
 ME0607'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE 2021 (WEE).  ABOUT 3.0 MI
 ME0607'(4.8 KM) EAST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION WITH STATE
 ME0607'HIGHWAY 49 IN KOUTS, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 ME0607'WITH C.R. 500 EAST TO THE SOUTH, 32 FT (9.8 M) SOUTH AND ABOUT LEVEL
 ME0607'WITH THE CENTER OF THE HIGHWAY, 24.5 FT (7.5 M) WEST OF THE CENTER OF
 ME0607'C.R. 500 EAST, 8.4 FT (2.6 M) SOUTHWEST OF THE WEST END OF A 15 INCH
 ME0607'(38 CM) PIPE CULVERT UNDER C.R. 500 EAST AND 1 FT (0.3 M) EAST OF A
 ME0607'METAL WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST,
 ME0607'AT GRADE.
 ME0607
 ME0607                          STATION RECOVERY (2021)
 ME0607
 ME0607'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DB)
 ME0607'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0604 ***********************************************************************
 ME0604  DESIGNATION -  T 142
 ME0604  PID         -  ME0604
 ME0604  STATE/COUNTY-  IN/LA PORTE
 ME0604  COUNTRY     -  US
 ME0604  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0604
 ME0604                         *CURRENT SURVEY CONTROL
 ME0604  ______________________________________________________________________
 ME0604* NAD 83(1986) POSITION- 41 19 52.     (N) 086 46 34.     (W)   SCALED
 ME0604* NAVD 88 ORTHO HEIGHT -   204.407 (meters)      670.63  (feet) ADJUSTED
 ME0604  ______________________________________________________________________
 ME0604  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 ME0604  DYNAMIC HEIGHT  -        204.322 (meters)      670.35  (feet) COMP
 ME0604  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 ME0604
 ME0604  VERT ORDER      -  SECOND    CLASS 0
 ME0604
 ME0604.The horizontal coordinates were scaled from a map and have
 ME0604.an estimated accuracy of +/- 6 seconds.
 ME0604
 ME0604.The orthometric height was determined by differential leveling and
 ME0604.adjusted by the NATIONAL GEODETIC SURVEY
 ME0604.in June 1991.
 ME0604
 ME0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0604.GEOID18 height accuracy estimate available here.
 ME0604
 ME0604.Click photographs - Photos may exist for this station.
 ME0604
 ME0604.The dynamic height is computed by dividing the NAVD 88
 ME0604.geopotential number by the normal gravity value computed on the
 ME0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0604.degrees latitude (g = 980.6199 gals.).
 ME0604
 ME0604.The modeled gravity was interpolated from observed gravity values.
 ME0604
 ME0604;                    North         East    Units  Estimated Accuracy
 ME0604;SPC IN W     -   675,380.      925,720.      MT  (+/- 180 meters Scaled)
 ME0604
 ME0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187755(NAD 83)
 ME0604
 ME0604                          SUPERSEDED SURVEY CONTROL
 ME0604
 ME0604  NGVD 29 (??/??/92)  204.502  (m)          670.94   (f) ADJ UNCH    2 0
 ME0604
 ME0604.Superseded values are not recommended for survey control.
 ME0604
 ME0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0604.See file dsdata.pdf to determine how the superseded data were derived.
 ME0604
 ME0604_MARKER: DB = BENCH MARK DISK
 ME0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0604_STAMPING: T 142 1946
 ME0604_MARK LOGO: CGS
 ME0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0604+STABILITY: SURFACE MOTION
 ME0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0604+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2015
 ME0604
 ME0604  HISTORY     - Date     Condition        Report By
 ME0604  HISTORY     - 1946     MONUMENTED       CGS
 ME0604  HISTORY     - 20071103 GOOD             GEOCAC
 ME0604  HISTORY     - 20150225 GOOD             INDOT
 ME0604
 ME0604                          STATION DESCRIPTION
 ME0604
 ME0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0604'5.8 MI SE FROM HANNA.
 ME0604'ABOUT 5.75 MILES SOUTHEAST AND SOUTH ALONG A PAVED ROAD FROM THE
 ME0604'PENNSYLVANIA RAILROAD STATION AT HANNA, ABOUT 200 FEET SOUTH OF
 ME0604'THE SOUTHWEST CORNER OF A BRIDGE OVER A DITCH WHERE THE MAIN
 ME0604'ROAD CROSS THE DITCH, 188 FEET SOUTH OF THE JUNCTION OF A T ROAD
 ME0604'LEADING WEST, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ME0604'HOUSE, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET
 ME0604'SOUTH OF A FENCE CORNER POST, 3.5 FEET NORTH OF A POWER POLE, 3
 ME0604'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME0604'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0604'NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF STATE
 ME0604'HIGHWAYS 8 AND 3 AT LA CROSSE BY GOING ABOUT 6.0 MILES EAST ALONG
 ME0604'STATE HIGHWAY 8, THENCE ABOUT 1.0 MILE NORTH ALONG A ROAD
 ME0604'LEADING TO HANNA.
 ME0604
 ME0604                          STATION RECOVERY (2007)
 ME0604
 ME0604'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0604'RECOVERED IN GOOD CONDITION.
 ME0604
 ME0604                          STATION RECOVERY (2015)
 ME0604
 ME0604'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1321 ***********************************************************************
 ME1321  DESIGNATION -  T 143 RESET
 ME1321  PID         -  ME1321
 ME1321  STATE/COUNTY-  IN/PORTER
 ME1321  COUNTRY     -  US
 ME1321  USGS QUAD   -  KOUTS (2019)
 ME1321
 ME1321                         *CURRENT SURVEY CONTROL
 ME1321  ______________________________________________________________________
 ME1321* NAD 83(1986) POSITION- 41 19 58.73   (N) 087 01 34.81   (W)   HD_HELD1
 ME1321* NAVD 88 ORTHO HEIGHT -   210.15  (meters)      689.5   (feet) RESET
 ME1321  ______________________________________________________________________
 ME1321  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 ME1321  VERT ORDER      -  THIRD
 ME1321
 ME1321.The horizontal coordinates were determined by differentially corrected
 ME1321.hand held GPS observations or other comparable positioning techniques
 ME1321.and have an estimated accuracy of +/- 3 meters.
 ME1321
 ME1321.The orthometric height was computed from unverified reset data.
 ME1321
 ME1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1321.GEOID18 height accuracy estimate available here.
 ME1321
 ME1321.Click photographs - Photos may exist for this station.
 ME1321
 ME1321;                    North         East    Units  Estimated Accuracy
 ME1321;SPC IN W     -   675,538.4     904,771.1     MT  (+/- 3 meters HH1 GPS) 
 ME1321
 ME1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9779675722(NAD 83)
 ME1321
 ME1321                          SUPERSEDED SURVEY CONTROL
 ME1321
 ME1321.No superseded survey control is available for this station.
 ME1321
 ME1321_MARKER: DB = BENCH MARK DISK
 ME1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1321_STAMPING: T 143 1946 RESET 1956
 ME1321_MARK LOGO: CGS
 ME1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1321+STABILITY: SURFACE MOTION
 ME1321
 ME1321  HISTORY     - Date     Condition        Report By
 ME1321  HISTORY     - 1956     MONUMENTED       CGS
 ME1321  HISTORY     - 1956     GOOD             CGS
 ME1321  HISTORY     - 1978     GOOD             LOCSUR
 ME1321
 ME1321                          STATION DESCRIPTION
 ME1321
 ME1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1321'1 MI N FROM KOUTS.
 ME1321'1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION WITH
 ME1321'STATE HIGHWAY 8 AT KOUTS, AT A GRAVEL ROAD, 90.5 FEET WEST OF THE
 ME1321'CENTER LINE OF HIGHWAY, 82 FEET NORTHWEST OF STOP SIGN, 50
 ME1321'FEET NORTH OF THE CENTER OF THE CROSS ROAD, 35.5 FEET NORTHEAST
 ME1321'OF FENCE CORNER AND CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST,
 ME1321'2 FEET NORTHEAST OF WHITE WITNESS POST, ABOUT LEVEL WITH THE
 ME1321'HIGHWAY.
 ME1321
 ME1321                          STATION RECOVERY (1978)
 ME1321
 ME1321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1321'GRAVEL ROAD IS NOW PAVED COUNTY ROAD 700 S MARK IS ON GROUNDS OF
 ME1321'KOUTS PRESBYTERIAN CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0373 ***********************************************************************
 ME0373  DESIGNATION -  T 144
 ME0373  PID         -  ME0373
 ME0373  STATE/COUNTY-  IN/MARSHALL
 ME0373  COUNTRY     -  US
 ME0373  USGS QUAD   -  ARGOS (2019)
 ME0373
 ME0373                         *CURRENT SURVEY CONTROL
 ME0373  ______________________________________________________________________
 ME0373* NAD 83(1986) POSITION- 41 14 39.92   (N) 086 14 55.67   (W)   HD_HELD1
 ME0373* NAVD 88 ORTHO HEIGHT -   252.193 (meters)      827.40  (feet) ADJUSTED
 ME0373  ______________________________________________________________________
 ME0373  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 ME0373  DYNAMIC HEIGHT  -        252.084 (meters)      827.05  (feet) COMP
 ME0373  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 ME0373
 ME0373  VERT ORDER      -  SECOND    CLASS 0
 ME0373
 ME0373.The horizontal coordinates were determined by differentially corrected
 ME0373.hand held GPS observations or other comparable positioning techniques
 ME0373.and have an estimated accuracy of +/- 3 meters.
 ME0373
 ME0373.The orthometric height was determined by differential leveling and
 ME0373.adjusted by the NATIONAL GEODETIC SURVEY
 ME0373.in June 1991.
 ME0373
 ME0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0373.GEOID18 height accuracy estimate available here.
 ME0373
 ME0373.Click photographs - Photos may exist for this station.
 ME0373
 ME0373.The dynamic height is computed by dividing the NAVD 88
 ME0373.geopotential number by the normal gravity value computed on the
 ME0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0373.degrees latitude (g = 980.6199 gals.).
 ME0373
 ME0373.The modeled gravity was interpolated from observed gravity values.
 ME0373
 ME0373;                    North         East    Units  Estimated Accuracy
 ME0373;SPC IN E     -   665,865.3      51,205.2     MT  (+/- 3 meters HH1 GPS) 
 ME0373
 ME0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6294366162(NAD 83)
 ME0373
 ME0373                          SUPERSEDED SURVEY CONTROL
 ME0373
 ME0373  NGVD 29 (??/??/92)  252.310  (m)          827.79   (f) ADJ UNCH    2 0
 ME0373
 ME0373.Superseded values are not recommended for survey control.
 ME0373
 ME0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0373.See file dsdata.pdf to determine how the superseded data were derived.
 ME0373
 ME0373_MARKER: DB = BENCH MARK DISK
 ME0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0373_STAMPING: T 144 1946
 ME0373_MARK LOGO: CGS
 ME0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0373+STABILITY: SURFACE MOTION
 ME0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0373+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 ME0373
 ME0373  HISTORY     - Date     Condition        Report By
 ME0373  HISTORY     - 1946     MONUMENTED       CGS
 ME0373  HISTORY     - 1984     GOOD             USPSQD
 ME0373  HISTORY     - 1987     GOOD             USPSQD
 ME0373  HISTORY     - 1990     GOOD             USPSQD
 ME0373  HISTORY     - 20160608 GOOD             INDOT
 ME0373
 ME0373                          STATION DESCRIPTION
 ME0373
 ME0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0373'0.7 MI N FROM ARGOS.
 ME0373'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0373'BUILDING AT ARGOS, AT THE NORTH EDGE OF ARGOS CITY LIMITS, 102
 ME0373'FEET SOUTH AND ACROSS AN EAST-WEST GRAVEL STREET FROM FREDS
 ME0373'GARAGE AND SHELL STATION, 50 FEET SOUTHWEST OF THE CENTER LINE
 ME0373'OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 ME0373'STREET, 48 FEET NORTHWEST OF AN 18-INCH MAPLE TREE AT THE NORTH
 ME0373'END OF A ROW OF TREES ALONG THE RIGHT-OF-WAY, 25 FEET SOUTHWEST
 ME0373'OF ARGOS CITY LIMIT SIGN POST, 3 FEET SOUTHEAST OF A HIGHWAY
 ME0373'RIGHT-OF-WAY MARKER, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 ME0373'POST, ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY AND SET IN THE
 ME0373'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0373
 ME0373                          STATION RECOVERY (1984)
 ME0373
 ME0373'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0373'ABOUT 0.7 MILE NORTH ALONG MICHIGAN STREET FROM THE CONGREGATIONAL
 ME0373'CHRISTIAN CHURCH IN ARGOS, IN THE SOUTH WEST QUARTER OF THE
 ME0373'INTERSECTION OF MICHIGAN STREET AND 16TH ROAD, 102 FEET SOUTH AND
 ME0373'ACROSS 16TH ROAD FROM A GARAGE AND SERVICE STATION, ABOUT 8 YARDS
 ME0373'SOUTH OF THE CENTERLINE OF 16TH ROAD, ABOUT 16 YARDS WEST OF THE
 ME0373'CENTERLINE OF MICHIGAN STREET, 3 FEET SOUTH OF A CONCRETE HIGHWAY
 ME0373'RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 ME0373'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 ME0373
 ME0373                          STATION RECOVERY (1987)
 ME0373
 ME0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0373'RECOVERED IN GOOD CONDITION.
 ME0373
 ME0373                          STATION RECOVERY (1990)
 ME0373
 ME0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0373'RECOVERED IN GOOD CONDITION.
 ME0373
 ME0373                          STATION RECOVERY (2016)
 ME0373
 ME0373'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1245 ***********************************************************************
 MD1245  DESIGNATION -  T 145
 MD1245  PID         -  MD1245
 MD1245  STATE/COUNTY-  IN/KOSCIUSKO
 MD1245  COUNTRY     -  US
 MD1245  USGS QUAD   -  BURKET (2019)
 MD1245
 MD1245                         *CURRENT SURVEY CONTROL
 MD1245  ______________________________________________________________________
 MD1245* NAD 83(1986) POSITION- 41 10 26.     (N) 085 59 39.     (W)   SCALED
 MD1245* NAVD 88 ORTHO HEIGHT -   268.029 (meters)      879.36  (feet) ADJUSTED
 MD1245  ______________________________________________________________________
 MD1245  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 MD1245  DYNAMIC HEIGHT  -        267.914 (meters)      878.98  (feet) COMP
 MD1245  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 MD1245
 MD1245  VERT ORDER      -  SECOND    CLASS 0
 MD1245
 MD1245.The horizontal coordinates were scaled from a map and have
 MD1245.an estimated accuracy of +/- 6 seconds.
 MD1245
 MD1245.The orthometric height was determined by differential leveling and
 MD1245.adjusted by the NATIONAL GEODETIC SURVEY
 MD1245.in June 1991.
 MD1245
 MD1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1245.GEOID18 height accuracy estimate available here.
 MD1245
 MD1245.Click photographs - Photos may exist for this station.
 MD1245
 MD1245.The dynamic height is computed by dividing the NAVD 88
 MD1245.geopotential number by the normal gravity value computed on the
 MD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1245.degrees latitude (g = 980.6199 gals.).
 MD1245
 MD1245.The modeled gravity was interpolated from observed gravity values.
 MD1245
 MD1245;                    North         East    Units  Estimated Accuracy
 MD1245;SPC IN E     -   657,920.       72,520.      MT  (+/- 180 meters Scaled)
 MD1245
 MD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL843585(NAD 83)
 MD1245
 MD1245                          SUPERSEDED SURVEY CONTROL
 MD1245
 MD1245  NGVD 29 (??/??/92)  268.158  (m)          879.78   (f) ADJ UNCH    2 0
 MD1245
 MD1245.Superseded values are not recommended for survey control.
 MD1245
 MD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1245.See file dsdata.pdf to determine how the superseded data were derived.
 MD1245
 MD1245_MARKER: DB = BENCH MARK DISK
 MD1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1245_STAMPING: T 145 1946
 MD1245_MARK LOGO: CGS
 MD1245_PROJECTION: PROJECTING 20 CENTIMETERS
 MD1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1245+STABILITY: SURFACE MOTION
 MD1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1245+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 MD1245
 MD1245  HISTORY     - Date     Condition        Report By
 MD1245  HISTORY     - 1946     MONUMENTED       CGS
 MD1245  HISTORY     - 19960711 GOOD             USPSQD
 MD1245  HISTORY     - 20180201 GOOD             INDOT
 MD1245
 MD1245                          STATION DESCRIPTION
 MD1245
 MD1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1245'2.2 MI E FROM MENTONE.
 MD1245'2.15 MILE EAST ALONG STATE HIGHWAY 25 FROM THE METHODIST CHURCH
 MD1245'BUILDING AT MENTONE, ABOUT 0.2 MILE WEST OF THE JUNCTION WITH A
 MD1245'GRAVEL ROAD LEADING NORTH, AT A 2-STORY WHITE HOUSE ON THE NORTH
 MD1245'SIDE OF THE HIGHWAY, 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MD1245'OF THE HOUSE, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MD1245'26 FEET SOUTH OF A 6-INCH CEDAR TREE, 5.5 FEET WEST OF POWER
 MD1245'LINE POLE NUMBER ABA/56, 5 FEET EAST OF A FENCE CORNER, 2 FEET
 MD1245'WEST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE HIGHWAY
 MD1245'LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1245'6 INCHES.
 MD1245
 MD1245                          STATION RECOVERY (1996)
 MD1245
 MD1245'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1245'RECOVERED IN GOOD CONDITION.
 MD1245
 MD1245                          STATION RECOVERY (2018)
 MD1245
 MD1245'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1245'2.15 MI (3.46 KM) EAST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 MD1245'CHURCH BUILDING AT MENTONE, ABOUT 0.14 MI (0.23 KM) WEST OF THE
 MD1245'CENTERLINE OF S 780 W. AT A 2 STORY WHITE HOUSE ON THE NORTH SIDE OF
 MD1245'THE HIGHWAY, 103 FT (31.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MD1245'HOUSE, 24 FT (7.3 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5 FT
 MD1245'(1.7 M) WEST OF POWER LINE POLE NUMBER ABA 56, 2.5 FT (0.8 M) HIGHER
 MD1245'THAN THE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD1245'PROJECTING 8 INCHES (20 CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1178 ***********************************************************************
 LB1178  DESIGNATION -  T 147
 LB1178  PID         -  LB1178
 LB1178  STATE/COUNTY-  IN/WHITE
 LB1178  COUNTRY     -  US
 LB1178  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1178
 LB1178                         *CURRENT SURVEY CONTROL
 LB1178  ______________________________________________________________________
 LB1178* NAD 83(1986) POSITION- 40 41 02.     (N) 086 49 02.     (W)   SCALED
 LB1178* NAVD 88 ORTHO HEIGHT -   210.379 (meters)      690.22  (feet) ADJUSTED
 LB1178  ______________________________________________________________________
 LB1178  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 LB1178  DYNAMIC HEIGHT  -        210.280 (meters)      689.89  (feet) COMP
 LB1178  MODELED GRAVITY -    980,150.0   (mgal)                       NAVD 88
 LB1178
 LB1178  VERT ORDER      -  SECOND    CLASS 0
 LB1178
 LB1178.The horizontal coordinates were scaled from a map and have
 LB1178.an estimated accuracy of +/- 6 seconds.
 LB1178
 LB1178.The orthometric height was determined by differential leveling and
 LB1178.adjusted by the NATIONAL GEODETIC SURVEY
 LB1178.in June 1991.
 LB1178
 LB1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1178.GEOID18 height accuracy estimate available here.
 LB1178
 LB1178.Click photographs - Photos may exist for this station.
 LB1178
 LB1178.The dynamic height is computed by dividing the NAVD 88
 LB1178.geopotential number by the normal gravity value computed on the
 LB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1178.degrees latitude (g = 980.6199 gals.).
 LB1178
 LB1178.The modeled gravity was interpolated from observed gravity values.
 LB1178
 LB1178;                    North         East    Units  Estimated Accuracy
 LB1178;SPC IN W     -   603,490.      922,500.      MT  (+/- 180 meters Scaled)
 LB1178
 LB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL154036(NAD 83)
 LB1178
 LB1178                          SUPERSEDED SURVEY CONTROL
 LB1178
 LB1178  NGVD 29 (??/??/92)  210.475  (m)          690.53   (f) ADJ UNCH    2 0
 LB1178
 LB1178.Superseded values are not recommended for survey control.
 LB1178
 LB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1178.See file dsdata.pdf to determine how the superseded data were derived.
 LB1178
 LB1178_MARKER: DB = BENCH MARK DISK
 LB1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1178_STAMPING: T 147 1946
 LB1178_MARK LOGO: CGS
 LB1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1178+STABILITY: SURFACE MOTION
 LB1178
 LB1178  HISTORY     - Date     Condition        Report By
 LB1178  HISTORY     - 1946     MONUMENTED       CGS
 LB1178  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB1178
 LB1178                          STATION DESCRIPTION
 LB1178
 LB1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1178'4.2 MI E FROM CHALMERS.
 LB1178'2.6 MILES EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1178'AT CHALMERS, THENCE 1.3 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 LB1178'0.35 MILE WEST ALONG THE AIRPORT ROAD, AT MONTICELLO AIRPORT,
 LB1178'ABOUT 76 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR,
 LB1178'6 FEET NORTH OF THE NORTHWEST CORNER OF A TOOL SHED, 1 FOOT
 LB1178'WEST OF A NORTH-SOUTH FENCE LINE, 5 FEET NORTH OF A CONCRETE FENCE
 LB1178'POST.  A STANDARD DISK, STAMPED T 147 1946 AND SET IN THE TOP
 LB1178'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1178
 LB1178                          STATION RECOVERY (1961)
 LB1178
 LB1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB1178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1586 ***********************************************************************
 LB1586  DESIGNATION -  T 15
 LB1586  PID         -  LB1586
 LB1586  STATE/COUNTY-  IN/WARREN
 LB1586  COUNTRY     -  US
 LB1586  USGS QUAD   -  WEST LEBANON (2019)
 LB1586
 LB1586                         *CURRENT SURVEY CONTROL
 LB1586  ______________________________________________________________________
 LB1586* NAD 83(1986) POSITION- 40 17 47.     (N) 087 28 34.     (W)   SCALED
 LB1586* NAVD 88 ORTHO HEIGHT -   214.970 (meters)      705.28  (feet) ADJUSTED
 LB1586  ______________________________________________________________________
 LB1586  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 LB1586  DYNAMIC HEIGHT  -        214.862 (meters)      704.93  (feet) COMP
 LB1586  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 LB1586
 LB1586  VERT ORDER      -  FIRST     CLASS II
 LB1586
 LB1586.The horizontal coordinates were scaled from a map and have
 LB1586.an estimated accuracy of +/- 6 seconds.
 LB1586
 LB1586.The orthometric height was determined by differential leveling and
 LB1586.adjusted by the NATIONAL GEODETIC SURVEY
 LB1586.in June 1991.
 LB1586
 LB1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1586.GEOID18 height accuracy estimate available here.
 LB1586
 LB1586.Click photographs - Photos may exist for this station.
 LB1586
 LB1586.The dynamic height is computed by dividing the NAVD 88
 LB1586.geopotential number by the normal gravity value computed on the
 LB1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1586.degrees latitude (g = 980.6199 gals.).
 LB1586
 LB1586.The modeled gravity was interpolated from observed gravity values.
 LB1586
 LB1586;                    North         East    Units  Estimated Accuracy
 LB1586;SPC IN W     -   560,500.      866,610.      MT  (+/- 180 meters Scaled)
 LB1586
 LB1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595607(NAD 83)
 LB1586
 LB1586                          SUPERSEDED SURVEY CONTROL
 LB1586
 LB1586  NGVD 29 (??/??/92)  215.009  (m)          705.41   (f) ADJ UNCH    1 2
 LB1586
 LB1586.Superseded values are not recommended for survey control.
 LB1586
 LB1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1586.See file dsdata.pdf to determine how the superseded data were derived.
 LB1586
 LB1586_MARKER: DB = BENCH MARK DISK
 LB1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1586_SP_SET: BRIDGE SEAT
 LB1586_STAMPING: T 15 1934
 LB1586_MARK LOGO: CGS
 LB1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1586
 LB1586  HISTORY     - Date     Condition        Report By
 LB1586  HISTORY     - 1934     MONUMENTED       CGS
 LB1586  HISTORY     - 1946     GOOD             CGS
 LB1586
 LB1586                          STATION DESCRIPTION
 LB1586
 LB1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1586'0.4 MI S FROM SLOAN.
 LB1586'0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1586'STATION AT SLOAN, WARREN COUNTY, AT SLOAN JUNCTION, ABOUT 200
 LB1586'YARDS NORTH OF THE ILLINOIS CENTRAL RAILROAD TRACK, 52 FEET
 LB1586'NORTH OF SIGNAL W, AT A BRIDGE, IN THE TOP OF THE SOUTH END OF
 LB1586'THE WEST BRIDGE SEAT, 15 FEET WEST OF THE WEST RAIL OF THE
 LB1586'SOUTH-BOUND TRACK, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A
 LB1586'STANDARD DISK, STAMPED T 15 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0532 ***********************************************************************
 ME0532  DESIGNATION -  T 150
 ME0532  PID         -  ME0532
 ME0532  STATE/COUNTY-  IN/STARKE
 ME0532  COUNTRY     -  US
 ME0532  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0532
 ME0532                         *CURRENT SURVEY CONTROL
 ME0532  ______________________________________________________________________
 ME0532* NAD 83(1986) POSITION- 41 23 35.     (N) 086 39 20.     (W)   SCALED
 ME0532* NAVD 88 ORTHO HEIGHT -   206.331 (meters)      676.94  (feet) ADJUSTED
 ME0532  ______________________________________________________________________
 ME0532  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 ME0532  DYNAMIC HEIGHT  -        206.248 (meters)      676.67  (feet) COMP
 ME0532  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 ME0532
 ME0532  VERT ORDER      -  FIRST     CLASS I
 ME0532
 ME0532.The horizontal coordinates were scaled from a map and have
 ME0532.an estimated accuracy of +/- 6 seconds.
 ME0532
 ME0532.The orthometric height was determined by differential leveling and
 ME0532.adjusted by the NATIONAL GEODETIC SURVEY
 ME0532.in April 1995.
 ME0532
 ME0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0532.GEOID18 height accuracy estimate available here.
 ME0532
 ME0532.Click photographs - Photos may exist for this station.
 ME0532
 ME0532.The dynamic height is computed by dividing the NAVD 88
 ME0532.geopotential number by the normal gravity value computed on the
 ME0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0532.degrees latitude (g = 980.6199 gals.).
 ME0532
 ME0532.The modeled gravity was interpolated from observed gravity values.
 ME0532
 ME0532;                    North         East    Units  Estimated Accuracy
 ME0532;SPC IN W     -   682,300.      935,780.      MT  (+/- 180 meters Scaled)
 ME0532
 ME0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL287824(NAD 83)
 ME0532
 ME0532                          SUPERSEDED SURVEY CONTROL
 ME0532
 ME0532  NAVD 88 (06/15/91)  206.346  (m)          676.99   (f) SUPERSEDED  1 1
 ME0532  NGVD 29 (01/19/93)  206.432  (m)          677.27   (f) ADJUSTED    1 1
 ME0532  NGVD 29 (??/??/92)  206.445  (m)          677.31   (f) SUPERSEDED  1 1
 ME0532
 ME0532.Superseded values are not recommended for survey control.
 ME0532
 ME0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0532.See file dsdata.pdf to determine how the superseded data were derived.
 ME0532
 ME0532_MARKER: DB = BENCH MARK DISK
 ME0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0532_STAMPING: T 150 1946
 ME0532_MARK LOGO: CGS
 ME0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0532+STABILITY: SURFACE MOTION
 ME0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0532+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0532
 ME0532  HISTORY     - Date     Condition        Report By
 ME0532  HISTORY     - 1946     MONUMENTED       CGS
 ME0532  HISTORY     - 1968     GOOD             CGS
 ME0532  HISTORY     - 1988     GOOD             USPSQD
 ME0532  HISTORY     - 19920907 GOOD             NGS
 ME0532
 ME0532                          STATION DESCRIPTION
 ME0532
 ME0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0532'3.9 MI W FROM HAMLET.
 ME0532'ABOUT 3.9 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0532'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.1 MILE SOUTHWEST
 ME0532'CROSS-COUNTRY FROM THE JUNCTION OF OLD AND NEW U.S. HIGHWAY 30, 105
 ME0532'FEET EAST OF MILEPOST 402, 33.3 FEET NORTH OF THE NORTH RAIL OF
 ME0532'THE WESTBOUND TRACK, 42 1/2 FEET SOUTHEAST OF MILEPOST 283-949,
 ME0532'0.6 FOOT EAST OF A METAL WITNESS POST, 10 FEET BELOW THE LEVEL OF
 ME0532'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 ME0532'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 16, T 34 N, R 2 W.
 ME0532
 ME0532                          STATION RECOVERY (1988)
 ME0532
 ME0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0532'RECOVERED IN GOOD CONDITION.
 ME0532
 ME0532                          STATION RECOVERY (1992)
 ME0532
 ME0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0532'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0532'HAMLET, THENCE 6.3 KM (3.90 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0532'31.0 M (101.7 FT) EAST OF MILEPOST 402, 14.1 M (46.3 FT) NORTH OF THE
 ME0532'NEAR RAIL, 11.6 M (38.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 783-227,
 ME0532'2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 ME0532'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0780 ***********************************************************************
 ME0780  DESIGNATION -  T 152
 ME0780  PID         -  ME0780
 ME0780  STATE/COUNTY-  IN/LA PORTE
 ME0780  COUNTRY     -  US
 ME0780  USGS QUAD   -  LAPORTE WEST (2019)
 ME0780
 ME0780                         *CURRENT SURVEY CONTROL
 ME0780  ______________________________________________________________________
 ME0780* NAD 83(1986) POSITION- 41 34 34.     (N) 086 45 32.     (W)   SCALED
 ME0780* NAVD 88 ORTHO HEIGHT -   247.539 (meters)      812.13  (feet) ADJUSTED
 ME0780  ______________________________________________________________________
 ME0780  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0780  DYNAMIC HEIGHT  -        247.442 (meters)      811.82  (feet) COMP
 ME0780  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 ME0780
 ME0780  VERT ORDER      -  SECOND    CLASS 0
 ME0780
 ME0780.The horizontal coordinates were scaled from a map and have
 ME0780.an estimated accuracy of +/- 6 seconds.
 ME0780
 ME0780.The orthometric height was determined by differential leveling and
 ME0780.adjusted by the NATIONAL GEODETIC SURVEY
 ME0780.in June 1991.
 ME0780
 ME0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0780.GEOID18 height accuracy estimate available here.
 ME0780
 ME0780.Click photographs - Photos may exist for this station.
 ME0780
 ME0780.The dynamic height is computed by dividing the NAVD 88
 ME0780.geopotential number by the normal gravity value computed on the
 ME0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0780.degrees latitude (g = 980.6199 gals.).
 ME0780
 ME0780.The modeled gravity was interpolated from observed gravity values.
 ME0780
 ME0780;                    North         East    Units  Estimated Accuracy
 ME0780;SPC IN W     -   702,590.      927,060.      MT  (+/- 180 meters Scaled)
 ME0780
 ME0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM201027(NAD 83)
 ME0780
 ME0780                          SUPERSEDED SURVEY CONTROL
 ME0780
 ME0780  NGVD 29 (??/??/92)  247.637  (m)          812.46   (f) ADJ UNCH    2 0
 ME0780
 ME0780.Superseded values are not recommended for survey control.
 ME0780
 ME0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0780.See file dsdata.pdf to determine how the superseded data were derived.
 ME0780
 ME0780_MARKER: DB = BENCH MARK DISK
 ME0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0780_STAMPING: T 152 1946
 ME0780_MARK LOGO: CGS
 ME0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0780+STABILITY: SURFACE MOTION
 ME0780
 ME0780  HISTORY     - Date     Condition        Report By
 ME0780  HISTORY     - 1946     MONUMENTED       CGS
 ME0780
 ME0780                          STATION DESCRIPTION
 ME0780
 ME0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0780'0.5 MI E FROM DOOR VILLAGE.
 ME0780'ABOUT 0.5 MILE EAST ALONG A TARVIA ROAD FROM THE PUBLIC SCHOOL
 ME0780'AT DOOR VILLAGE, LA PORTE COUNTY, AT THE T-JUNCTION OF A TARVIA
 ME0780'ROAD LEADING SOUTH, 55 FEET SOUTH OF THE CENTER LINE OF THE
 ME0780'EAST-AND-WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE ROAD
 ME0780'LEADING SOUTH, 24.5 FEET SOUTH OF A GATEPOST AT A FENCE CORNER,
 ME0780'3.0 FEET NORTH OF A POLE, 1.0 FOOT EAST OF THE FENCE, 2 FEET
 ME0780'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 ME0780'THAN THE ROAD.  A BRONZE DISK, STAMPED T 152 1946 AND SET IN
 ME0780'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 ME0780'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0491 ***********************************************************************
 ME0491  DESIGNATION -  T 153
 ME0491  PID         -  ME0491
 ME0491  STATE/COUNTY-  IN/LA PORTE
 ME0491  COUNTRY     -  US
 ME0491  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0491
 ME0491                         *CURRENT SURVEY CONTROL
 ME0491  ______________________________________________________________________
 ME0491* NAD 83(1986) POSITION- 41 28 36.     (N) 086 40 36.     (W)   SCALED
 ME0491* NAVD 88 ORTHO HEIGHT -   214.929 (meters)      705.15  (feet) ADJUSTED
 ME0491  ______________________________________________________________________
 ME0491  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0491  DYNAMIC HEIGHT  -        214.844 (meters)      704.87  (feet) COMP
 ME0491  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 ME0491
 ME0491  VERT ORDER      -  SECOND    CLASS 0
 ME0491
 ME0491.The horizontal coordinates were scaled from a map and have
 ME0491.an estimated accuracy of +/- 6 seconds.
 ME0491
 ME0491.The orthometric height was determined by differential leveling and
 ME0491.adjusted by the NATIONAL GEODETIC SURVEY
 ME0491.in June 1991.
 ME0491
 ME0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0491.GEOID18 height accuracy estimate available here.
 ME0491
 ME0491.Click photographs - Photos may exist for this station.
 ME0491
 ME0491.The dynamic height is computed by dividing the NAVD 88
 ME0491.geopotential number by the normal gravity value computed on the
 ME0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0491.degrees latitude (g = 980.6199 gals.).
 ME0491
 ME0491.The modeled gravity was interpolated from observed gravity values.
 ME0491
 ME0491;                    North         East    Units  Estimated Accuracy
 ME0491;SPC IN W     -   691,570.      933,970.      MT  (+/- 180 meters Scaled)
 ME0491
 ME0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269917(NAD 83)
 ME0491
 ME0491                          SUPERSEDED SURVEY CONTROL
 ME0491
 ME0491  NGVD 29 (??/??/92)  215.041  (m)          705.51   (f) ADJ UNCH    2 0
 ME0491
 ME0491.Superseded values are not recommended for survey control.
 ME0491
 ME0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0491.See file dsdata.pdf to determine how the superseded data were derived.
 ME0491
 ME0491_MARKER: DB = BENCH MARK DISK
 ME0491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0491_SP_SET: CULVERT HEADWALL
 ME0491_STAMPING: T 153 1946
 ME0491_MARK LOGO: CGS
 ME0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0491+STABILITY: SURFACE MOTION
 ME0491
 ME0491  HISTORY     - Date     Condition        Report By
 ME0491  HISTORY     - 1946     MONUMENTED       CGS
 ME0491  HISTORY     - 1989     GOOD             USPSQD
 ME0491
 ME0491                          STATION DESCRIPTION
 ME0491
 ME0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0491'AT BLUHMS CORNER.
 ME0491'AT BLUHMS CORNER, LA PORTE COUNTY, 101 FEET WEST OF THE NORTHWEST
 ME0491'CORNER OF LARRYS STORE, AT A CURVE IN U.S. HIGHWAY 6 WITH
 ME0491'TANGENTS EAST AND NORTH, AT THE JUNCTION OF WAYLAND ROAD AND A
 ME0491'GRAVEL ROAD LEADING SOUTH, 119 FEET SOUTHWEST OF THE CENTER LINE
 ME0491'OF THE HIGHWAY, 47 FEET NORTH OF THE CENTER LINE OF WAYLAND
 ME0491'ROAD, 14 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, AT AN
 ME0491'18-INCH PIPE CULVERT UNDER THE COUNTY ROAD, IN THE TOP OF THE
 ME0491'SOUTH END OF THE WEST CONCRETE HEAD WALL, AND ABOUT 1 FOOT
 ME0491'HIGHER THAN THE ROAD.  A BRONZE DISK, STAMPED T 153 1946.
 ME0491
 ME0491                          STATION RECOVERY (1989)
 ME0491
 ME0491'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0801 ***********************************************************************
 ME0801  DESIGNATION -  T 154
 ME0801  PID         -  ME0801
 ME0801  STATE/COUNTY-  IN/LA PORTE
 ME0801  COUNTRY     -  US
 ME0801  USGS QUAD   -  STILLWELL (2019)
 ME0801
 ME0801                         *CURRENT SURVEY CONTROL
 ME0801  ______________________________________________________________________
 ME0801* NAD 83(1986) POSITION- 41 33 26.     (N) 086 32 11.     (W)   SCALED
 ME0801* NAVD 88 ORTHO HEIGHT -   211.192 (meters)      692.89  (feet) ADJUSTED
 ME0801  ______________________________________________________________________
 ME0801  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0801  DYNAMIC HEIGHT  -        211.109 (meters)      692.61  (feet) COMP
 ME0801  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 ME0801
 ME0801  VERT ORDER      -  SECOND    CLASS 0
 ME0801
 ME0801.The horizontal coordinates were scaled from a map and have
 ME0801.an estimated accuracy of +/- 6 seconds.
 ME0801
 ME0801.The orthometric height was determined by differential leveling and
 ME0801.adjusted by the NATIONAL GEODETIC SURVEY
 ME0801.in June 1991.
 ME0801
 ME0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0801.GEOID18 height accuracy estimate available here.
 ME0801
 ME0801.Click photographs - Photos may exist for this station.
 ME0801
 ME0801.The dynamic height is computed by dividing the NAVD 88
 ME0801.geopotential number by the normal gravity value computed on the
 ME0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0801.degrees latitude (g = 980.6199 gals.).
 ME0801
 ME0801.The modeled gravity was interpolated from observed gravity values.
 ME0801
 ME0801;                    North         East    Units  Estimated Accuracy
 ME0801;SPC IN W     -   700,590.      945,630.      MT  (+/- 180 meters Scaled)
 ME0801
 ME0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM386007(NAD 83)
 ME0801
 ME0801                          SUPERSEDED SURVEY CONTROL
 ME0801
 ME0801  NGVD 29 (??/??/92)  211.300  (m)          693.24   (f) ADJ UNCH    2 0
 ME0801
 ME0801.Superseded values are not recommended for survey control.
 ME0801
 ME0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0801.See file dsdata.pdf to determine how the superseded data were derived.
 ME0801
 ME0801_MARKER: DB = BENCH MARK DISK
 ME0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0801_SP_SET: CULVERT HEADWALL
 ME0801_STAMPING: T 154 1946
 ME0801_MARK LOGO: CGS
 ME0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0801+STABILITY: SURFACE MOTION
 ME0801
 ME0801  HISTORY     - Date     Condition        Report By
 ME0801  HISTORY     - 1946     MONUMENTED       CGS
 ME0801
 ME0801                          STATION DESCRIPTION
 ME0801
 ME0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0801'6.4 MI NW FROM NORTH LIBERTY.
 ME0801'ABOUT 6.45 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE
 ME0801'JUNCTION OF STATE HIGHWAY 23 AT NORTH LIBERTY, ABOUT 0.95 MILE
 ME0801'SOUTHEAST OF THE BRIDGE OVER THE CHANNEL BETWEEN THE UPPER AND
 ME0801'LOWER FISH LAKE, SET IN THE TOP OF THE SOUTHWEST CONCRETE HEAD
 ME0801'WALL OF AN 18 INCH PIPE CULVERT, 19.5 FEET SOUTHWEST OF AND ABOUT
 ME0801'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0886 ***********************************************************************
 ME0886  DESIGNATION -  T 155
 ME0886  PID         -  ME0886
 ME0886  STATE/COUNTY-  IN/LA PORTE
 ME0886  COUNTRY     -  US
 ME0886  USGS QUAD   -  STILLWELL (2019)
 ME0886
 ME0886                         *CURRENT SURVEY CONTROL
 ME0886  ______________________________________________________________________
 ME0886* NAD 83(1986) POSITION- 41 36 58.     (N) 086 31 52.     (W)   SCALED
 ME0886* NAVD 88 ORTHO HEIGHT -   224.134 (meters)      735.35  (feet) ADJUSTED
 ME0886  ______________________________________________________________________
 ME0886  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 ME0886  DYNAMIC HEIGHT  -        224.047 (meters)      735.06  (feet) COMP
 ME0886  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 ME0886
 ME0886  VERT ORDER      -  SECOND    CLASS 0
 ME0886
 ME0886.The horizontal coordinates were scaled from a map and have
 ME0886.an estimated accuracy of +/- 6 seconds.
 ME0886
 ME0886.The orthometric height was determined by differential leveling and
 ME0886.adjusted by the NATIONAL GEODETIC SURVEY
 ME0886.in June 1991.
 ME0886
 ME0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0886.GEOID18 height accuracy estimate available here.
 ME0886
 ME0886.Click photographs - Photos may exist for this station.
 ME0886
 ME0886.The dynamic height is computed by dividing the NAVD 88
 ME0886.geopotential number by the normal gravity value computed on the
 ME0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0886.degrees latitude (g = 980.6199 gals.).
 ME0886
 ME0886.The modeled gravity was interpolated from observed gravity values.
 ME0886
 ME0886;                    North         East    Units  Estimated Accuracy
 ME0886;SPC IN W     -   707,130.      946,030.      MT  (+/- 180 meters Scaled)
 ME0886
 ME0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM390072(NAD 83)
 ME0886
 ME0886                          SUPERSEDED SURVEY CONTROL
 ME0886
 ME0886  NGVD 29 (??/??/92)  224.239  (m)          735.69   (f) ADJ UNCH    2 0
 ME0886
 ME0886.Superseded values are not recommended for survey control.
 ME0886
 ME0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0886.See file dsdata.pdf to determine how the superseded data were derived.
 ME0886
 ME0886_MARKER: DB = BENCH MARK DISK
 ME0886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0886_SP_SET: CULVERT HEADWALL
 ME0886_STAMPING: T 155 1946
 ME0886_MARK LOGO: CGS
 ME0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0886+STABILITY: SURFACE MOTION
 ME0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0886+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2018
 ME0886
 ME0886  HISTORY     - Date     Condition        Report By
 ME0886  HISTORY     - 1946     MONUMENTED       CGS
 ME0886  HISTORY     - 1988     GOOD             USPSQD
 ME0886  HISTORY     - 1989     GOOD             USPSQD
 ME0886  HISTORY     - 20180308 POOR             INDOT
 ME0886
 ME0886                          STATION DESCRIPTION
 ME0886
 ME0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0886'2.6 MI N FROM MILL CREEK.
 ME0886'ABOUT 2.55 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ME0886'MILL CREEK, ABOUT 0.85 MILE SOUTH OF THE SAUKTOWN CHRISTIAN
 ME0886'CHURCH, AT THE JUNCTION OF A SIDE ROAD LEADING EAST, 23 FEET
 ME0886'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET SOUTH
 ME0886'OF THE CENTER LINE OF THE SIDE ROAD, AND SET IN THE CENTER OF
 ME0886'THE TOP OF THE EAST CONCRETE HEAD WALL OF A 15 INCH PIPE CULVERT,
 ME0886'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN A DRILL HOLE.
 ME0886
 ME0886                          STATION RECOVERY (1988)
 ME0886
 ME0886'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0886'RECOVERED IN GOOD CONDITION.
 ME0886
 ME0886                          STATION RECOVERY (1989)
 ME0886
 ME0886'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0886'RECOVERED IN GOOD CONDITION.
 ME0886
 ME0886                          STATION RECOVERY (2018)
 ME0886
 ME0886'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0886'LOCATED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1354 ***********************************************************************
 ME1354  DESIGNATION -  T 156
 ME1354  PID         -  ME1354
 ME1354  STATE/COUNTY-  IN/JASPER
 ME1354  COUNTRY     -  US
 ME1354  USGS QUAD   -  DEMOTTE (2019)
 ME1354
 ME1354                         *CURRENT SURVEY CONTROL
 ME1354  ______________________________________________________________________
 ME1354* NAD 83(1986) POSITION- 41 11 43.01   (N) 087 10 45.94   (W)   HD_HELD1
 ME1354* NAVD 88 ORTHO HEIGHT -   203.388 (meters)      667.28  (feet) ADJUSTED
 ME1354  ______________________________________________________________________
 ME1354  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 ME1354  DYNAMIC HEIGHT  -        203.301 (meters)      667.00  (feet) COMP
 ME1354  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 ME1354
 ME1354  VERT ORDER      -  SECOND    CLASS 0
 ME1354
 ME1354.The horizontal coordinates were determined by differentially corrected
 ME1354.hand held GPS observations or other comparable positioning techniques
 ME1354.and have an estimated accuracy of +/- 3 meters.
 ME1354
 ME1354.The orthometric height was determined by differential leveling and
 ME1354.adjusted by the NATIONAL GEODETIC SURVEY
 ME1354.in June 1991.
 ME1354
 ME1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1354.GEOID18 height accuracy estimate available here.
 ME1354
 ME1354.Click photographs - Photos may exist for this station.
 ME1354
 ME1354.The dynamic height is computed by dividing the NAVD 88
 ME1354.geopotential number by the normal gravity value computed on the
 ME1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1354.degrees latitude (g = 980.6199 gals.).
 ME1354
 ME1354.The modeled gravity was interpolated from observed gravity values.
 ME1354
 ME1354;                    North         East    Units  Estimated Accuracy
 ME1354;SPC IN W     -   660,249.0     891,939.3     MT  (+/- 3 meters HH1 GPS) 
 ME1354
 ME1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8495460450(NAD 83)
 ME1354
 ME1354                          SUPERSEDED SURVEY CONTROL
 ME1354
 ME1354  NGVD 29 (??/??/92)  203.476  (m)          667.57   (f) ADJ UNCH    2 0
 ME1354
 ME1354.Superseded values are not recommended for survey control.
 ME1354
 ME1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1354.See file dsdata.pdf to determine how the superseded data were derived.
 ME1354
 ME1354_MARKER: DB = BENCH MARK DISK
 ME1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1354_STAMPING: T 156 1946
 ME1354_MARK LOGO: CGS
 ME1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1354+STABILITY: SURFACE MOTION
 ME1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1354+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 ME1354
 ME1354  HISTORY     - Date     Condition        Report By
 ME1354  HISTORY     - 1946     MONUMENTED       CGS
 ME1354  HISTORY     - 20080921 GOOD             GEOCAC
 ME1354  HISTORY     - 20120327 GOOD             IN-073
 ME1354  HISTORY     - 20140807 GOOD             INDOT
 ME1354
 ME1354                          STATION DESCRIPTION
 ME1354
 ME1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1354'1 MI E FROM DEMOTTE.
 ME1354'ABOUT 1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1354'STATION AT DEMOTTE, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 31
 ME1354'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 40 FEET NORTH
 ME1354'OF THE NORTH RAIL OF THE TRACK, 20 FEET SOUTH OF THE CENTER LINE
 ME1354'OF A GRAVEL ROAD PARALLELING THE TRACK ON THE NORTH, 7 FEET SOUTH
 ME1354'OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE LINE, 3 FEET WEST OF
 ME1354'POLE 64/23, 1 FOOT BELOW TRACK LEVEL, SET IN THE TOP OF A
 ME1354'CONCRETE POST PROJECTING 4 INCHES.
 ME1354
 ME1354                          STATION RECOVERY (2008)
 ME1354
 ME1354'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1354'RECOVERED IN GOOD CONDITION.
 ME1354
 ME1354                          STATION RECOVERY (2012)
 ME1354
 ME1354'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1354'RECOVERED IN GOOD CONDITION.
 ME1354
 ME1354                          STATION RECOVERY (2014)
 ME1354
 ME1354'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME1354'DISK IS SCRAPED UP, BUT CAN STILL READING STAMPING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1355 ***********************************************************************
 LB1355  DESIGNATION -  T 157
 LB1355  PID         -  LB1355
 LB1355  STATE/COUNTY-  IN/JASPER
 LB1355  COUNTRY     -  US
 LB1355  USGS QUAD   -  RENSSELAER (2019)
 LB1355
 LB1355                         *CURRENT SURVEY CONTROL
 LB1355  ______________________________________________________________________
 LB1355* NAD 83(1986) POSITION- 40 56 30.     (N) 087 10 55.     (W)   SCALED
 LB1355* NAVD 88 ORTHO HEIGHT -   204.519 (meters)      670.99  (feet) ADJUSTED
 LB1355  ______________________________________________________________________
 LB1355  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LB1355  DYNAMIC HEIGHT  -        204.430 (meters)      670.70  (feet) COMP
 LB1355  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 LB1355
 LB1355  VERT ORDER      -  SECOND    CLASS 0
 LB1355
 LB1355.This mark is at Jasper County Airport (RZL)
 LB1355
 LB1355.The horizontal coordinates were scaled from a map and have
 LB1355.an estimated accuracy of +/- 6 seconds.
 LB1355
 LB1355.The orthometric height was determined by differential leveling and
 LB1355.adjusted by the NATIONAL GEODETIC SURVEY
 LB1355.in June 1991.
 LB1355
 LB1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1355.GEOID18 height accuracy estimate available here.
 LB1355
 LB1355.Click photographs - Photos may exist for this station.
 LB1355
 LB1355.The dynamic height is computed by dividing the NAVD 88
 LB1355.geopotential number by the normal gravity value computed on the
 LB1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1355.degrees latitude (g = 980.6199 gals.).
 LB1355
 LB1355.The modeled gravity was interpolated from observed gravity values.
 LB1355
 LB1355;                    North         East    Units  Estimated Accuracy
 LB1355;SPC IN W     -   632,090.      891,700.      MT  (+/- 180 meters Scaled)
 LB1355
 LB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL846322(NAD 83)
 LB1355
 LB1355                          SUPERSEDED SURVEY CONTROL
 LB1355
 LB1355  NGVD 29 (??/??/92)  204.606  (m)          671.28   (f) ADJ UNCH    2 0
 LB1355
 LB1355.Superseded values are not recommended for survey control.
 LB1355
 LB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1355.See file dsdata.pdf to determine how the superseded data were derived.
 LB1355
 LB1355_MARKER: DB = BENCH MARK DISK
 LB1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1355_SP_SET: BEACON FOUNDATION
 LB1355_STAMPING: T 157 1946
 LB1355_MARK LOGO: CGS
 LB1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1355
 LB1355  HISTORY     - Date     Condition        Report By
 LB1355  HISTORY     - 1946     MONUMENTED       CGS
 LB1355
 LB1355                          STATION DESCRIPTION
 LB1355
 LB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1355'1.8 MI W FROM RENSSELAER.
 LB1355'ABOUT 1.8 MILE WEST ALONG STATE HIGHWAY 114 FROM THE COURT
 LB1355'HOUSE AT RENSSELAER, AT RENSSELAER AIRPORT, SET IN THE TOP OF
 LB1355'THE EAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF
 LB1355'AN AIRWAY BEACON, ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1177 ***********************************************************************
 MD1177  DESIGNATION -  T 158 RESET
 MD1177  PID         -  MD1177
 MD1177  STATE/COUNTY-  IN/ELKHART
 MD1177  COUNTRY     -  US
 MD1177  USGS QUAD   -  MILFORD (2019)
 MD1177
 MD1177                         *CURRENT SURVEY CONTROL
 MD1177  ______________________________________________________________________
 MD1177* NAD 83(1986) POSITION- 41 26 59.     (N) 085 47 10.     (W)   SCALED
 MD1177* NAVD 88 ORTHO HEIGHT -   272.70  (meters)      894.7   (feet) RESET
 MD1177  ______________________________________________________________________
 MD1177  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 MD1177  VERT ORDER      -  THIRD
 MD1177
 MD1177.The horizontal coordinates were scaled from a map and have
 MD1177.an estimated accuracy of +/- 6 seconds.
 MD1177
 MD1177.The orthometric height was computed from unverified reset data.
 MD1177
 MD1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1177.GEOID18 height accuracy estimate available here.
 MD1177
 MD1177.Click photographs - Photos may exist for this station.
 MD1177
 MD1177;                    North         East    Units  Estimated Accuracy
 MD1177;SPC IN E     -   688,510.       90,020.      MT  (+/- 180 meters Scaled)
 MD1177
 MD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL013893(NAD 83)
 MD1177
 MD1177                          SUPERSEDED SURVEY CONTROL
 MD1177
 MD1177.No superseded survey control is available for this station.
 MD1177
 MD1177_MARKER: DB = BENCH MARK DISK
 MD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1177_STAMPING: T 158 RESET 1973
 MD1177_MARK LOGO: CGS
 MD1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1177+STABILITY: SURFACE MOTION
 MD1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1177+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 MD1177
 MD1177  HISTORY     - Date     Condition        Report By
 MD1177  HISTORY     - 1973     MONUMENTED       NGS
 MD1177  HISTORY     - 20040311 GOOD             INDIV
 MD1177
 MD1177                          STATION DESCRIPTION
 MD1177
 MD1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MD1177'11.5 MI SW FROM LIGONIER.
 MD1177'10.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 MD1177'HIGHWAY 33 AT THE SOUTH EDGE OF LIGONIER, 30 FEET SOUTH OF THE
 MD1177'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST,
 MD1177'1 FOOT NORTH OF A FENCE, 145 FEET WEST OF THE EXTENDED CENTERLINE
 MD1177'OF A DRIVEWAY NORTH AND SET IN THE TOP OF A ROUND CONCRETE POST
 MD1177'PROJECTING ABOUT 6 INCHES.
 MD1177
 MD1177                          STATION RECOVERY (2004)
 MD1177
 MD1177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HPM)
 MD1177'RECOVERY NOTE BY ELKHART COUNTY SURVEYORS OFFICE
 MD1177'
 MD1177'ADDITIONAL DIRECTIONS -
 MD1177'
 MD1177'3.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS INTERSECTION WITH STATE
 MD1177'HIGHWAY 15.  650 FEET EAST ALONG U.S. HIGHWAY 6 FROM ITS INTERSECTION
 MD1177'WITH COUNTY HIGHWAY 127.  POINT IS SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1133 ***********************************************************************
 MD1133  DESIGNATION -  T 159
 MD1133  PID         -  MD1133
 MD1133  STATE/COUNTY-  IN/KOSCIUSKO
 MD1133  COUNTRY     -  US
 MD1133  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1133
 MD1133                         *CURRENT SURVEY CONTROL
 MD1133  ______________________________________________________________________
 MD1133* NAD 83(1986) POSITION- 41 21 52.     (N) 085 42 04.     (W)   SCALED
 MD1133* NAVD 88 ORTHO HEIGHT -   270.718 (meters)      888.18  (feet) ADJUSTED
 MD1133  ______________________________________________________________________
 MD1133  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 MD1133  DYNAMIC HEIGHT  -        270.606 (meters)      887.81  (feet) COMP
 MD1133  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 MD1133
 MD1133  VERT ORDER      -  SECOND    CLASS 0
 MD1133
 MD1133.The horizontal coordinates were scaled from a map and have
 MD1133.an estimated accuracy of +/- 6 seconds.
 MD1133
 MD1133.The orthometric height was determined by differential leveling and
 MD1133.adjusted by the NATIONAL GEODETIC SURVEY
 MD1133.in June 1991.
 MD1133
 MD1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1133.GEOID18 height accuracy estimate available here.
 MD1133
 MD1133.Click photographs - Photos may exist for this station.
 MD1133
 MD1133.The dynamic height is computed by dividing the NAVD 88
 MD1133.geopotential number by the normal gravity value computed on the
 MD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1133.degrees latitude (g = 980.6199 gals.).
 MD1133
 MD1133.The modeled gravity was interpolated from observed gravity values.
 MD1133
 MD1133;                    North         East    Units  Estimated Accuracy
 MD1133;SPC IN E     -   679,030.       97,120.      MT  (+/- 180 meters Scaled)
 MD1133
 MD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL086800(NAD 83)
 MD1133
 MD1133                          SUPERSEDED SURVEY CONTROL
 MD1133
 MD1133  NGVD 29 (??/??/92)  270.842  (m)          888.59   (f) ADJ UNCH    2 0
 MD1133
 MD1133.Superseded values are not recommended for survey control.
 MD1133
 MD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1133.See file dsdata.pdf to determine how the superseded data were derived.
 MD1133
 MD1133_MARKER: DB = BENCH MARK DISK
 MD1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1133_STAMPING: T 159 1946
 MD1133_MARK LOGO: CGS
 MD1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1133+STABILITY: SURFACE MOTION
 MD1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1133+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2015
 MD1133
 MD1133  HISTORY     - Date     Condition        Report By
 MD1133  HISTORY     - 1946     MONUMENTED       CGS
 MD1133  HISTORY     - 1968     GOOD             INHD
 MD1133  HISTORY     - 1974     GOOD             INDNR
 MD1133  HISTORY     - 19970626 GOOD             USPSQD
 MD1133  HISTORY     - 20140514 GOOD             INDIV
 MD1133  HISTORY     - 20150301 GOOD             INDIV
 MD1133
 MD1133                          STATION DESCRIPTION
 MD1133
 MD1133'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD1133'2.8 MI N FROM NORTH WEBSTER.
 MD1133'ABOUT 2.75 MILES NORTH ALONG S.R. 13 FROM THE POST OFFICE AT
 MD1133'NORTH WEBSTER ABOUT 0.95 MILE NORTH OF THE APOSTOLIC CHURCH, AT
 MD1133'THE JUNC. OF A ROAD LEADING EAST, 146 FT. SOUTH OF THE CENTERLINE
 MD1133'OF THE ROAD EAST, 90 FT. NORTHEAST AND ACROSS THE HIGHWAY FROM
 MD1133'THE CENTER OF A GATE TO JOHN SHOCKS FARM, 38 FT. EAST OF THE
 MD1133'CENTERLINE OF THE HIGHWAY, 1 FT. WEST OF THE R/W FENCE, 5 FT.
 MD1133'SOUTH OF A TELEPHONE POLE, 1 FT. NORTH OF A STEEL WITNESS POST,
 MD1133'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONC. POST
 MD1133'PROJ. 3 INCHES.
 MD1133
 MD1133                          STATION RECOVERY (1974)
 MD1133
 MD1133'RECOVERY NOTE BY IN DEPT OF NAT RES 1974
 MD1133'RECOVERED IN GOOD CONDITION.
 MD1133
 MD1133                          STATION RECOVERY (1997)
 MD1133
 MD1133'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1133'RECOVERED IN GOOD CONDITION.
 MD1133
 MD1133                          STATION RECOVERY (2014)
 MD1133
 MD1133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (AJC)
 MD1133'T-E INC. DISK FOUND AS DESCRIBED.  HIT BY MOWER AND NOT LEGIBLE. STILL
 MD1133'GOOD FOR ELEVATION.
 MD1133
 MD1133                          STATION RECOVERY (2015)
 MD1133
 MD1133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 MD1133'T-E INC. RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1261 ***********************************************************************
 LB1261  DESIGNATION -  T 16
 LB1261  PID         -  LB1261
 LB1261  STATE/COUNTY-  IN/NEWTON
 LB1261  COUNTRY     -  US
 LB1261  USGS QUAD   -  KENTLAND (2019)
 LB1261
 LB1261                         *CURRENT SURVEY CONTROL
 LB1261  ______________________________________________________________________
 LB1261* NAD 83(1986) POSITION- 40 51 06.     (N) 087 26 46.     (W)   SCALED
 LB1261* NAVD 88 ORTHO HEIGHT -   200.229 (meters)      656.92  (feet) ADJUSTED
 LB1261  ______________________________________________________________________
 LB1261  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 LB1261  DYNAMIC HEIGHT  -        200.139 (meters)      656.62  (feet) COMP
 LB1261  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 LB1261
 LB1261  VERT ORDER      -  FIRST     CLASS II
 LB1261
 LB1261.The horizontal coordinates were scaled from a map and have
 LB1261.an estimated accuracy of +/- 6 seconds.
 LB1261
 LB1261.The orthometric height was determined by differential leveling and
 LB1261.adjusted by the NATIONAL GEODETIC SURVEY
 LB1261.in June 1991.
 LB1261
 LB1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1261.GEOID18 height accuracy estimate available here.
 LB1261
 LB1261.Click photographs - Photos may exist for this station.
 LB1261
 LB1261.The dynamic height is computed by dividing the NAVD 88
 LB1261.geopotential number by the normal gravity value computed on the
 LB1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1261.degrees latitude (g = 980.6199 gals.).
 LB1261
 LB1261.The modeled gravity was interpolated from observed gravity values.
 LB1261
 LB1261;                    North         East    Units  Estimated Accuracy
 LB1261;SPC IN W     -   622,150.      869,410.      MT  (+/- 180 meters Scaled)
 LB1261
 LB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623223(NAD 83)
 LB1261
 LB1261                          SUPERSEDED SURVEY CONTROL
 LB1261
 LB1261  NGVD 29 (??/??/92)  200.298  (m)          657.14   (f) ADJ UNCH    1 2
 LB1261
 LB1261.Superseded values are not recommended for survey control.
 LB1261
 LB1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1261.See file dsdata.pdf to determine how the superseded data were derived.
 LB1261
 LB1261_MARKER: DB = BENCH MARK DISK
 LB1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1261_STAMPING: T 16 1934
 LB1261_MARK LOGO: CGS
 LB1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1261+STABILITY: SURFACE MOTION
 LB1261
 LB1261  HISTORY     - Date     Condition        Report By
 LB1261  HISTORY     - 1934     MONUMENTED       CGS
 LB1261  HISTORY     - 1941     GOOD             CGS
 LB1261
 LB1261                          STATION DESCRIPTION
 LB1261
 LB1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB1261'1.2 MI S FROM ADE.
 LB1261'1.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1261'STATION AT ADE, NEWTON COUNTY, AT A DIRT-ROAD CROSSING, 38 FEET
 LB1261'EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 21 FEET NORTH OF
 LB1261'THE DIRT ROAD, 1 YARD NORTHWEST OF A FENCE CORNER, AND ABOUT
 LB1261'ONE FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED T 16 1934
 LB1261'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1125 ***********************************************************************
 MD1125  DESIGNATION -  T 160
 MD1125  PID         -  MD1125
 MD1125  STATE/COUNTY-  IN/KOSCIUSKO
 MD1125  COUNTRY     -  US
 MD1125  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1125
 MD1125                         *CURRENT SURVEY CONTROL
 MD1125  ______________________________________________________________________
 MD1125* NAD 83(1986) POSITION- 41 16 18.     (N) 085 41 52.     (W)   SCALED
 MD1125* NAVD 88 ORTHO HEIGHT -   257.620 (meters)      845.21  (feet) ADJUSTED
 MD1125  ______________________________________________________________________
 MD1125  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD1125  DYNAMIC HEIGHT  -        257.512 (meters)      844.85  (feet) COMP
 MD1125  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 MD1125
 MD1125  VERT ORDER      -  SECOND    CLASS 0
 MD1125
 MD1125.The horizontal coordinates were scaled from a map and have
 MD1125.an estimated accuracy of +/- 6 seconds.
 MD1125
 MD1125.The orthometric height was determined by differential leveling and
 MD1125.adjusted by the NATIONAL GEODETIC SURVEY
 MD1125.in June 1991.
 MD1125
 MD1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1125.GEOID18 height accuracy estimate available here.
 MD1125
 MD1125.Click photographs - Photos may exist for this station.
 MD1125
 MD1125.The dynamic height is computed by dividing the NAVD 88
 MD1125.geopotential number by the normal gravity value computed on the
 MD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1125.degrees latitude (g = 980.6199 gals.).
 MD1125
 MD1125.The modeled gravity was interpolated from observed gravity values.
 MD1125
 MD1125;                    North         East    Units  Estimated Accuracy
 MD1125;SPC IN E     -   668,730.       97,390.      MT  (+/- 180 meters Scaled)
 MD1125
 MD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090697(NAD 83)
 MD1125
 MD1125                          SUPERSEDED SURVEY CONTROL
 MD1125
 MD1125  NGVD 29 (??/??/92)  257.743  (m)          845.61   (f) ADJ UNCH    2 0
 MD1125
 MD1125.Superseded values are not recommended for survey control.
 MD1125
 MD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1125.See file dsdata.pdf to determine how the superseded data were derived.
 MD1125
 MD1125_MARKER: DB = BENCH MARK DISK
 MD1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1125_SP_SET: ABUTMENT
 MD1125_STAMPING: T 160 1946
 MD1125_MARK LOGO: CGS
 MD1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1125
 MD1125  HISTORY     - Date     Condition        Report By
 MD1125  HISTORY     - 1946     MONUMENTED       CGS
 MD1125  HISTORY     - 1969     GOOD             INHD
 MD1125  HISTORY     - 19971125 GOOD             USPSQD
 MD1125
 MD1125                          STATION DESCRIPTION
 MD1125
 MD1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1125'4 MI S FROM NORTH WEBSTER.
 MD1125'3.95 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1125'NORTH WEBSTER, ABOUT 0.3 MILE SOUTH OF A CROSS ROAD, SET IN THE
 MD1125'TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A 36 FOOT
 MD1125'CONCRETE BRIDGE, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 MD1125'HIGHWAY, ABOUT 0.4 FOOT ABOVE THE BRIDGE FLOOR, AND SET IN A
 MD1125'DRILL HOLE.
 MD1125
 MD1125                          STATION RECOVERY (1969)
 MD1125
 MD1125'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1125'RECOVERED IN GOOD CONDITION.
 MD1125
 MD1125                          STATION RECOVERY (1997)
 MD1125
 MD1125'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0851 ***********************************************************************
 MD0851  DESIGNATION -  T 161
 MD0851  PID         -  MD0851
 MD0851  STATE/COUNTY-  IN/NOBLE
 MD0851  COUNTRY     -  US
 MD0851  USGS QUAD   -  GARRETT (2019)
 MD0851
 MD0851                         *CURRENT SURVEY CONTROL
 MD0851  ______________________________________________________________________
 MD0851* NAD 83(1986) POSITION- 41 22 24.     (N) 085 14 23.     (W)   SCALED
 MD0851* NAVD 88 ORTHO HEIGHT -   301.197 (meters)      988.18  (feet) ADJUSTED
 MD0851  ______________________________________________________________________
 MD0851  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 MD0851  DYNAMIC HEIGHT  -        301.077 (meters)      987.78  (feet) COMP
 MD0851  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 MD0851
 MD0851  VERT ORDER      -  SECOND    CLASS 0
 MD0851
 MD0851.The horizontal coordinates were scaled from a map and have
 MD0851.an estimated accuracy of +/- 6 seconds.
 MD0851
 MD0851.The orthometric height was determined by differential leveling and
 MD0851.adjusted by the NATIONAL GEODETIC SURVEY
 MD0851.in June 1991.
 MD0851
 MD0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0851.GEOID18 height accuracy estimate available here.
 MD0851
 MD0851.Click photographs - Photos may exist for this station.
 MD0851
 MD0851.The dynamic height is computed by dividing the NAVD 88
 MD0851.geopotential number by the normal gravity value computed on the
 MD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0851.degrees latitude (g = 980.6199 gals.).
 MD0851
 MD0851.The modeled gravity was interpolated from observed gravity values.
 MD0851
 MD0851;                    North         East    Units  Estimated Accuracy
 MD0851;SPC IN E     -   680,110.      135,720.      MT  (+/- 180 meters Scaled)
 MD0851
 MD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL472816(NAD 83)
 MD0851
 MD0851                          SUPERSEDED SURVEY CONTROL
 MD0851
 MD0851  NGVD 29 (??/??/92)  301.338  (m)          988.64   (f) ADJ UNCH    2 0
 MD0851
 MD0851.Superseded values are not recommended for survey control.
 MD0851
 MD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0851.See file dsdata.pdf to determine how the superseded data were derived.
 MD0851
 MD0851_MARKER: DB = BENCH MARK DISK
 MD0851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0851_SP_SET: CULVERT HEADWALL
 MD0851_STAMPING: T 161 1946
 MD0851_MARK LOGO: CGS
 MD0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0851+STABILITY: SURFACE MOTION
 MD0851
 MD0851  HISTORY     - Date     Condition        Report By
 MD0851  HISTORY     - 1946     MONUMENTED       CGS
 MD0851  HISTORY     - 1962     GOOD             CGS
 MD0851
 MD0851                          STATION DESCRIPTION
 MD0851
 MD0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0851'0.6 MI N FROM AVILLA.
 MD0851'ABOUT 0.55 MILE N ALONG NOS. 3 AND 8 INDIANA HWYS. FROM THEIR
 MD0851'JUNCTION AT THE MAIN CORNER IN AVILLA, ABOUT 110 YARDS S OF SW
 MD0851'CORNER OF A CEMETERY, 23 FEET E OF CENTER LINE OF 22-FOOT ASPHALT
 MD0851'PAVEMENT OF HWY., 1.7 FEET LOWER THAN SAME, SET IN A DRILL HOLE
 MD0851'IN TOP OF N END OF E CONCRETE HEADWALL OF 12-INCH CORRUGATED
 MD0851'IRON PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0915 ***********************************************************************
 MD0915  DESIGNATION -  T 163 RESET
 MD0915  PID         -  MD0915
 MD0915  STATE/COUNTY-  IN/NOBLE
 MD0915  COUNTRY     -  US
 MD0915  USGS QUAD   -  MERRIAM (2019)
 MD0915
 MD0915                         *CURRENT SURVEY CONTROL
 MD0915  ______________________________________________________________________
 MD0915* NAD 83(1986) POSITION- 41 20 42.     (N) 085 25 21.     (W)   SCALED
 MD0915* NAVD 88 ORTHO HEIGHT -   285.02  (meters)      935.1   (feet) RESET
 MD0915  ______________________________________________________________________
 MD0915  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 MD0915  VERT ORDER      -  THIRD
 MD0915
 MD0915.The horizontal coordinates were scaled from a map and have
 MD0915.an estimated accuracy of +/- 6 seconds.
 MD0915
 MD0915.The orthometric height was computed from unverified reset data.
 MD0915
 MD0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0915.GEOID18 height accuracy estimate available here.
 MD0915
 MD0915.Click photographs - Photos may exist for this station.
 MD0915
 MD0915;                    North         East    Units  Estimated Accuracy
 MD0915;SPC IN E     -   676,900.      120,440.      MT  (+/- 180 meters Scaled)
 MD0915
 MD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL319782(NAD 83)
 MD0915
 MD0915                          SUPERSEDED SURVEY CONTROL
 MD0915
 MD0915  NGVD 29 (??/??/??)  285.16   (m)          935.6    (f) RESET       3  
 MD0915
 MD0915.Superseded values are not recommended for survey control.
 MD0915
 MD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0915.See file dsdata.pdf to determine how the superseded data were derived.
 MD0915
 MD0915_MARKER: DB = BENCH MARK DISK
 MD0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0915_STAMPING: T 163 RESET 1968
 MD0915_MARK LOGO: CGS
 MD0915_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0915+STABILITY: SURFACE MOTION
 MD0915
 MD0915  HISTORY     - Date     Condition        Report By
 MD0915  HISTORY     - 1968     MONUMENTED       CGS
 MD0915
 MD0915                          STATION DESCRIPTION
 MD0915
 MD0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0915'3.5 MI S FROM ALBION.
 MD0915'3.5 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE IN
 MD0915'ALBION, 105 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY EAST AT
 MD0915'RIGHT-OF-WAY LINE, 70 FEET EAST OF THE CENTERLINE OF THE
 MD0915'HIGHWAY, 3 FEET NORTH OF TELEPHONE POLE NO. 905, 1 FOOT SOUTH OF
 MD0915'A METAL WITNESS POST AND AT IND. STATE HIGHWAY COMM. STATION NO.
 MD0915'774 + 05.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 MD0915'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0936 ***********************************************************************
 MD0936  DESIGNATION -  T 164
 MD0936  PID         -  MD0936
 MD0936  STATE/COUNTY-  IN/NOBLE
 MD0936  COUNTRY     -  US
 MD0936  USGS QUAD   -  MERRIAM (2019)
 MD0936
 MD0936                         *CURRENT SURVEY CONTROL
 MD0936  ______________________________________________________________________
 MD0936* NAD 83(1997) POSITION- 41 18 33.27075(N) 085 27 38.94737(W)   ADJUSTED
 MD0936* NAVD 88 ORTHO HEIGHT -   282.237 (meters)      925.97  (feet) ADJUSTED
 MD0936  ______________________________________________________________________
 MD0936  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 MD0936  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 MD0936  DYNAMIC HEIGHT  -        282.124 (meters)      925.60  (feet) COMP
 MD0936  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 MD0936
 MD0936  HORZ ORDER      -  SECOND
 MD0936  VERT ORDER      -  SECOND    CLASS 0
 MD0936
 MD0936.The horizontal coordinates were established by classical geodetic methods
 MD0936.and adjusted by the National Geodetic Survey in May 1999.
 MD0936
 MD0936.The orthometric height was determined by differential leveling and
 MD0936.adjusted by the NATIONAL GEODETIC SURVEY
 MD0936.in June 1991.
 MD0936
 MD0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0936.GEOID18 height accuracy estimate available here.
 MD0936
 MD0936.Click photographs - Photos may exist for this station.
 MD0936
 MD0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0936
 MD0936.The dynamic height is computed by dividing the NAVD 88
 MD0936.geopotential number by the normal gravity value computed on the
 MD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0936.degrees latitude (g = 980.6199 gals.).
 MD0936
 MD0936.The modeled gravity was interpolated from observed gravity values.
 MD0936
 MD0936. The following values were computed from the NAD 83(1997) position.
 MD0936
 MD0936;                    North         East     Units Scale Factor Converg.
 MD0936;SPC IN E     -   672,920.935   117,237.286   MT  0.99997032   +0 08 09.2
 MD0936;SPC IN E     - 2,207,741.43    384,636.00   sFT  0.99997032   +0 08 09.2
 MD0936;UTM  16      - 4,574,229.324   628,842.616   MT  0.99980430   +1 00 58.3
 MD0936
 MD0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0936!SPC IN E     -   0.99996092  x   0.99997032  =   0.99993124
 MD0936!UTM  16      -   0.99996092  x   0.99980430  =   0.99976523
 MD0936
 MD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2884274229(NAD 83)
 MD0936
 MD0936                          SUPERSEDED SURVEY CONTROL
 MD0936
 MD0936  NAD 83(1995)-  41 18 33.27180(N)    085 27 38.95560(W) AD(       ) 2
 MD0936  NAD 83(1986)-  41 18 33.27111(N)    085 27 38.96008(W) AD(       ) 2
 MD0936  NAD 27      -  41 18 33.10110(N)    085 27 39.03260(W) AD(       ) 2
 MD0936  NGVD 29 (??/??/92)  282.381  (m)          926.45   (f) ADJ UNCH    2 0
 MD0936  NGVD 29             282.38   (m)          926.4    (f) LEVELING    3  
 MD0936
 MD0936.Superseded values are not recommended for survey control.
 MD0936
 MD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0936.See file dsdata.pdf to determine how the superseded data were derived.
 MD0936
 MD0936_MARKER: DB = BENCH MARK DISK
 MD0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0936_STAMPING: T 164 1946
 MD0936_MARK LOGO: CGS
 MD0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0936+STABILITY: SURFACE MOTION
 MD0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0936+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 MD0936
 MD0936  HISTORY     - Date     Condition        Report By
 MD0936  HISTORY     - 1946     MONUMENTED       CGS
 MD0936  HISTORY     - 1958     GOOD             CGS
 MD0936  HISTORY     - 1961     GOOD             CGS
 MD0936  HISTORY     - 1963     GOOD             CGS
 MD0936  HISTORY     - 20070712 GOOD             INDIV
 MD0936
 MD0936                          STATION DESCRIPTION
 MD0936
 MD0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0936'THIS IS A TRAVERSE STATION.
 MD0936'
 MD0936'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY 33
 MD0936'ABOUT 1.5 MILES
 MD0936'WEST-SOUTHWEST OF BURR OAK AND 2 MILES NORTHWEST OF MERRIAM.  IT IS
 MD0936'24 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 MD0936'HIGHWAY 33 AND 15 FEET WEST OF A TELEPHONE POLE.  A TRAVERSE
 MD0936'CONNECTION WAS MADE TO TRIANGULATION STATION
 MD0936'BURR AND THE DISTANCE WAS FOUND TO BE 23.829 M.
 MD0936'THE MARK IS A 12 BY 12 CONCRETE POST PROJECTING ABOUT 2 INCHES
 MD0936'AND THE DISK IS STAMPED T-164 1946.
 MD0936'
 MD0936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S.
 MD0936'HIGHWAY 33 IN MERRIAM, GO NORTHWEST ON
 MD0936'U.S. HIGHWAY 33 FOR 2.0 MILES TO THE STATION ON THE LEFT AS
 MD0936'DESCRIBED.
 MD0936
 MD0936                          STATION RECOVERY (1958)
 MD0936
 MD0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD0936'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 MD0936'CORRECT.
 MD0936
 MD0936                          STATION RECOVERY (1961)
 MD0936
 MD0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD0936'2.5 MI SE FROM WOLF LAKE.
 MD0936'ABOUT 2.5 MILES SE ALONG NO. 33 U.S. HIGHWAY FROM ITS JUNCTION
 MD0936'WITH NO. 109 INDIANA HWY. (MAIN ROAD TO COLUMBIA CITY) IN WOLF
 MD0936'LAKE, ABOUT 2.1 MILES NW FROM INTERSECTION OF NO. 33 U.S. AND
 MD0936'NO. 9 INDIANA HWYS. AT MERRIAM, AN ESTIMATED 0.1 MILE NW OF A
 MD0936'CONCRETE BRIDGE, 107 YARDS SE OF CENTER OF JUNCTION WITH ROAD
 MD0936'LEADING S, 52 FEET SW AND ACROSS THE HWY. FROM CENTER OF A
 MD0936'GATE, 24 FEET SW OF CENTER LINE OF 22-FOOT HWY. PAVEMENT, ABOUT
 MD0936'LEVEL WITH SAME, 1.8 FEET SE OF STEEL WITNESS POST, AND
 MD0936'PROJECTING 0.2 FOOT.
 MD0936
 MD0936                          STATION RECOVERY (1963)
 MD0936
 MD0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0936'MARK RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 MD0936'
 MD0936'ABOUT 1-1/2 MILES SW OF BURR OAK, ABOUT 2.1 MILES NW ALONG NO. 33 U.S.
 MD0936'HIGHWAY FROM ITS INTERSECTION WITH NO. 9
 MD0936'INDIANA HWY. AT MERRIAM, ABOUT 100 YARDS SE OF Y-INTERSECTION OF HWY.
 MD0936'AND NO. 200 W COUNTY ROAD,
 MD0936'ABOUT 10 YARDS W OF THE P.I. OF A SHORT CURVE, 52 FEET SW AND
 MD0936'ACROSS THE HWY. FROM THE CENTER OF A METAL
 MD0936'GATE, 24 FEET SW OF CENTER LINE OF HWY., LEVEL
 MD0936'WITH SAME, AND 1.8 FEET SE OF STEEL WITNESS POST, A STD.
 MD0936'BENCH MARK DISK IS STAMPED T 164 1946
 MD0936'AND SET IN TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT.  IT IS
 MD0936'78.18 FEET OR 23.829 METERS SSW IN
 MD0936'AZIMUTH 22 DEG 12 MIN 27.1 SEC FROM TRIANGULATION STATION BURR.
 MD0936
 MD0936                          STATION RECOVERY (2007)
 MD0936
 MD0936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MRH)
 MD0936'ADD MARK IS 16.5 SOUTHEAST OF A LARGE OAK TREE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1151 ***********************************************************************
 MD1151  DESIGNATION -  T 165
 MD1151  PID         -  MD1151
 MD1151  STATE/COUNTY-  IN/WHITLEY
 MD1151  COUNTRY     -  US
 MD1151  USGS QUAD   -  LORANE (2019)
 MD1151
 MD1151                         *CURRENT SURVEY CONTROL
 MD1151  ______________________________________________________________________
 MD1151* NAD 83(1986) POSITION- 41 12 23.     (N) 085 33 27.     (W)   SCALED
 MD1151* NAVD 88 ORTHO HEIGHT -   288.437 (meters)      946.31  (feet) ADJUSTED
 MD1151  ______________________________________________________________________
 MD1151  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 MD1151  DYNAMIC HEIGHT  -        288.321 (meters)      945.93  (feet) COMP
 MD1151  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 MD1151
 MD1151  VERT ORDER      -  SECOND    CLASS 0
 MD1151
 MD1151.The horizontal coordinates were scaled from a map and have
 MD1151.an estimated accuracy of +/- 6 seconds.
 MD1151
 MD1151.The orthometric height was determined by differential leveling and
 MD1151.adjusted by the NATIONAL GEODETIC SURVEY
 MD1151.in June 1991.
 MD1151
 MD1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1151.GEOID18 height accuracy estimate available here.
 MD1151
 MD1151.Click photographs - Photos may exist for this station.
 MD1151
 MD1151.The dynamic height is computed by dividing the NAVD 88
 MD1151.geopotential number by the normal gravity value computed on the
 MD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1151.degrees latitude (g = 980.6199 gals.).
 MD1151
 MD1151.The modeled gravity was interpolated from observed gravity values.
 MD1151
 MD1151;                    North         East    Units  Estimated Accuracy
 MD1151;SPC IN E     -   661,480.      109,160.      MT  (+/- 180 meters Scaled)
 MD1151
 MD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL209626(NAD 83)
 MD1151
 MD1151                          SUPERSEDED SURVEY CONTROL
 MD1151
 MD1151  NGVD 29 (??/??/92)  288.583  (m)          946.79   (f) ADJ UNCH    2 0
 MD1151
 MD1151.Superseded values are not recommended for survey control.
 MD1151
 MD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1151.See file dsdata.pdf to determine how the superseded data were derived.
 MD1151
 MD1151_MARKER: DB = BENCH MARK DISK
 MD1151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1151_SP_SET: CULVERT HEADWALL
 MD1151_STAMPING: T 165 1946
 MD1151_MARK LOGO: CGS
 MD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1151+STABILITY: SURFACE MOTION
 MD1151
 MD1151  HISTORY     - Date     Condition        Report By
 MD1151  HISTORY     - 1946     MONUMENTED       CGS
 MD1151  HISTORY     - 1961     GOOD             CGS
 MD1151
 MD1151                          STATION DESCRIPTION
 MD1151
 MD1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1151'AT LORAIN.
 MD1151'AT LORAIN OR LORANE, THE SLIGHTLY SKEWED CROSSING OF LINCOLN WAY
 MD1151'(OLD NO. 30 U.S. OR LINCOLN HIGHWAY) AND NO. 350 W ASPHALT COUNTY
 MD1151'ROAD, 227 FEET SE OF CENTER OF THE INTERSECTION, 74 FEET ESE OF
 MD1151'NE CORNER OF AN OLD BUILDING, 46 FEET SSW OF CENTER LINE OF
 MD1151'18-FOOT ASPHALT HIGHWAY PAVEMENT, ABOUT 2.3 FEET LOWER THAN
 MD1151'SAME, 15 FEET NNE OF THE RIGHT-OF-WAY FENCE, SET IN A DRILL
 MD1151'HOLE 1.2 FEET E OF W END OF THE CONCRETE HEADWALL OF 14-INCH
 MD1151'PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0191 ***********************************************************************
 ME0191  DESIGNATION -  T 166
 ME0191  PID         -  ME0191
 ME0191  STATE/COUNTY-  IN/MARSHALL
 ME0191  COUNTRY     -  US
 ME0191  USGS QUAD   -  PLYMOUTH (2019)
 ME0191
 ME0191                         *CURRENT SURVEY CONTROL
 ME0191  ______________________________________________________________________
 ME0191* NAD 83(1986) POSITION- 41 20 27.29   (N) 086 18 36.11   (W)   HD_HELD1
 ME0191* NAVD 88 ORTHO HEIGHT -   243.430 (meters)      798.65  (feet) ADJUSTED
 ME0191  ______________________________________________________________________
 ME0191  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0191  DYNAMIC HEIGHT  -        243.328 (meters)      798.32  (feet) COMP
 ME0191  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 ME0191
 ME0191  VERT ORDER      -  FIRST     CLASS II
 ME0191
 ME0191.The horizontal coordinates were determined by differentially corrected
 ME0191.hand held GPS observations or other comparable positioning techniques
 ME0191.and have an estimated accuracy of +/- 3 meters.
 ME0191
 ME0191.The orthometric height was determined by differential leveling and
 ME0191.adjusted by the NATIONAL GEODETIC SURVEY
 ME0191.in June 1991.
 ME0191
 ME0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0191.GEOID18 height accuracy estimate available here.
 ME0191
 ME0191.Click photographs - Photos may exist for this station.
 ME0191
 ME0191.The dynamic height is computed by dividing the NAVD 88
 ME0191.geopotential number by the normal gravity value computed on the
 ME0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0191.degrees latitude (g = 980.6199 gals.).
 ME0191
 ME0191.The modeled gravity was interpolated from observed gravity values.
 ME0191
 ME0191;                    North         East    Units  Estimated Accuracy
 ME0191;SPC IN E     -   676,617.6      46,152.0     MT  (+/- 3 meters HH1 GPS) 
 ME0191
 ME0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5772776832(NAD 83)
 ME0191
 ME0191                          SUPERSEDED SURVEY CONTROL
 ME0191
 ME0191  NGVD 29 (01/19/93)  243.549  (m)          799.04   (f) ADJUSTED    1 2
 ME0191  NGVD 29 (??/??/92)  243.549  (m)          799.04   (f) SUPERSEDED  1 2
 ME0191
 ME0191.Superseded values are not recommended for survey control.
 ME0191
 ME0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0191.See file dsdata.pdf to determine how the superseded data were derived.
 ME0191
 ME0191_MARKER: DB = BENCH MARK DISK
 ME0191_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME0191_SP_SET: BUILDING
 ME0191_STAMPING: T 166 1946
 ME0191_MARK LOGO: CGS
 ME0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME0191+STABILITY: POSITION/ELEVATION WELL
 ME0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0191+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 ME0191
 ME0191  HISTORY     - Date     Condition        Report By
 ME0191  HISTORY     - 1946     MONUMENTED       CGS
 ME0191  HISTORY     - 1983     GOOD             USPSQD
 ME0191  HISTORY     - 1987     GOOD             USPSQD
 ME0191  HISTORY     - 1988     GOOD             USPSQD
 ME0191  HISTORY     - 19920907 GOOD             NGS
 ME0191  HISTORY     - 20060730 GOOD             USPSQD
 ME0191
 ME0191                          STATION DESCRIPTION
 ME0191
 ME0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0191'AT PLYMOUTH.
 ME0191'AT PLYMOUTH, 3 BLOCKS SOUTH AND 1 BLOCK WEST OF THE INTERSECTION
 ME0191'OF U.S. HIGHWAYS 30 AND 31, AT THE NORTHEAST CORNER OF NORTH
 ME0191'CENTER AND WEST GARRO STREETS, IN THE SOUTH FACE OF THE POST
 ME0191'OFFICE, IN THE STONE WATER TABLE, 0.7 FOOT WEST OF THE SOUTHEAST
 ME0191'CORNER, AND 1.9 FEET ABOVE THE GROUND.
 ME0191
 ME0191                          STATION RECOVERY (1983)
 ME0191
 ME0191'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0191'RECOVERED IN GOOD CONDITION.
 ME0191
 ME0191                          STATION RECOVERY (1987)
 ME0191
 ME0191'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0191'RECOVERED IN GOOD CONDITION.
 ME0191
 ME0191                          STATION RECOVERY (1988)
 ME0191
 ME0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0191'RECOVERED IN GOOD CONDITION.
 ME0191
 ME0191                          STATION RECOVERY (1992)
 ME0191
 ME0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0191'IN PLYMOUTH, AT THE INTERSECTION OF WEST GARRO AND NORTH CENTER
 ME0191'STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE WATER TABLE OF THE
 ME0191'POST OFFICE, 36.0 M (118.1 FT) EAST OF THE CENTER OF CENTER STREET,
 ME0191'14.4 M (47.2 FT) NORTH OF THE CENTER OF GARRO STREET, 0.6 M (2.0 FT)
 ME0191'ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) WEST OF THE SOUTHEAST
 ME0191'CORNER OF THE BUILDING.
 ME0191
 ME0191                          STATION RECOVERY (2006)
 ME0191
 ME0191'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 ME0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0040 ***********************************************************************
 ME0040  DESIGNATION -  T 167
 ME0040  PID         -  ME0040
 ME0040  STATE/COUNTY-  IN/ST JOSEPH
 ME0040  COUNTRY     -  US
 ME0040  USGS QUAD   -  LAKEVILLE (2019)
 ME0040
 ME0040                         *CURRENT SURVEY CONTROL
 ME0040  ______________________________________________________________________
 ME0040* NAD 83(1986) POSITION- 41 37 26.     (N) 086 15 06.     (W)   SCALED
 ME0040* NAVD 88 ORTHO HEIGHT -   248.380 (meters)      814.89  (feet) ADJUSTED
 ME0040  ______________________________________________________________________
 ME0040  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 ME0040  DYNAMIC HEIGHT  -        248.282 (meters)      814.57  (feet) COMP
 ME0040  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 ME0040
 ME0040  VERT ORDER      -  SECOND    CLASS 0
 ME0040
 ME0040.The horizontal coordinates were scaled from a map and have
 ME0040.an estimated accuracy of +/- 6 seconds.
 ME0040
 ME0040.The orthometric height was determined by differential leveling and
 ME0040.adjusted by the NATIONAL GEODETIC SURVEY
 ME0040.in June 1991.
 ME0040
 ME0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0040.GEOID18 height accuracy estimate available here.
 ME0040
 ME0040.Click photographs - Photos may exist for this station.
 ME0040
 ME0040.The dynamic height is computed by dividing the NAVD 88
 ME0040.geopotential number by the normal gravity value computed on the
 ME0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0040.degrees latitude (g = 980.6199 gals.).
 ME0040
 ME0040.The modeled gravity was interpolated from observed gravity values.
 ME0040
 ME0040;                    North         East    Units  Estimated Accuracy
 ME0040;SPC IN E     -   708,010.       51,250.      MT  (+/- 180 meters Scaled)
 ME0040
 ME0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM623082(NAD 83)
 ME0040
 ME0040                          SUPERSEDED SURVEY CONTROL
 ME0040
 ME0040  NGVD 29 (??/??/92)  248.49   (m)          815.3    (f) COMPUTED    2 0
 ME0040
 ME0040.Superseded values are not recommended for survey control.
 ME0040
 ME0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0040.See file dsdata.pdf to determine how the superseded data were derived.
 ME0040
 ME0040_MARKER: DB = BENCH MARK DISK
 ME0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0040_SP_SET: CULVERT HEADWALL
 ME0040_STAMPING: T 167 1946
 ME0040_MARK LOGO: CGS
 ME0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0040+STABILITY: SURFACE MOTION
 ME0040
 ME0040  HISTORY     - Date     Condition        Report By
 ME0040  HISTORY     - 1946     MONUMENTED       CGS
 ME0040
 ME0040                          STATION DESCRIPTION
 ME0040
 ME0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0040'3.4 MI S FROM SOUTH BEND.
 ME0040'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE ST. JOSEPH
 ME0040'BANK AND TRUST CO. AT SOUTH BEND, ABOUT 0.25 MILE SOUTH OF THE
 ME0040'INTERSECTION OF IRELAND ROAD, ABOUT 0.15 MILE SOUTH OF THE
 ME0040'CHANGE FROM 2-LANE TO MULTIPLE-LANE HIGHWAY, AT A 24-INCH PIPE
 ME0040'CULVERT, IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL,
 ME0040'46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET
 ME0040'LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0168 ***********************************************************************
 ME0168  DESIGNATION -  T 168 RESET
 ME0168  PID         -  ME0168
 ME0168  STATE/COUNTY-  IN/MARSHALL
 ME0168  COUNTRY     -  US
 ME0168  USGS QUAD   -  BREMEN (2019)
 ME0168
 ME0168                         *CURRENT SURVEY CONTROL
 ME0168  ______________________________________________________________________
 ME0168* NAD 83(1986) POSITION- 41 27 11.     (N) 086 09 21.     (W)   SCALED
 ME0168* NAVD 88 ORTHO HEIGHT -   245.93  (meters)      806.9   (feet) RESET
 ME0168  ______________________________________________________________________
 ME0168  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 ME0168  VERT ORDER      -  THIRD
 ME0168
 ME0168.The horizontal coordinates were scaled from a map and have
 ME0168.an estimated accuracy of +/- 6 seconds.
 ME0168
 ME0168.The orthometric height was computed from unverified reset data.
 ME0168
 ME0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0168.GEOID18 height accuracy estimate available here.
 ME0168
 ME0168.Click photographs - Photos may exist for this station.
 ME0168
 ME0168;                    North         East    Units  Estimated Accuracy
 ME0168;SPC IN E     -   688,990.       59,130.      MT  (+/- 180 meters Scaled)
 ME0168
 ME0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL705893(NAD 83)
 ME0168
 ME0168                          SUPERSEDED SURVEY CONTROL
 ME0168
 ME0168.No superseded survey control is available for this station.
 ME0168
 ME0168_MARKER: DB = BENCH MARK DISK
 ME0168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0168_SP_SET: CURB
 ME0168_STAMPING: T 168 RESET 1961
 ME0168_MARK LOGO: CGS
 ME0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0168
 ME0168  HISTORY     - Date     Condition        Report By
 ME0168  HISTORY     - 1961     MONUMENTED       INHD
 ME0168
 ME0168                          STATION DESCRIPTION
 ME0168
 ME0168'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1961
 ME0168'0.9 MI NW FROM BREMEN.
 ME0168'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0168'STATE BANK AT BREMEN, ABOUT 0.45 MILE NORTH OF THE JUNCTION
 ME0168'WITH U.S. HIGHWAY 6, ABOUT 112 YARDS NORTH OF THE CROSSING OF
 ME0168'THE BALTIMORE AND OHIO RAILROAD, ON A BRIDGE OVER THE MIDDLE FORK
 ME0168'(ARMY DITCH) OF THE YELLOW RIVER, AND SET ON THE TOP OF THE
 ME0168'EAST CURB AT APPROXIMATELY 3 FEET SOUTH OF THE NORTH END OF SAID
 ME0168'CURB, ABOUT 10 INCHES ABOVE THE PAVEMENT.  THIS BRIDGE HAS BEEN
 ME0168'WIDENED NECESSITATING THE RESETTING OF THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0180 ***********************************************************************
 ME0180  DESIGNATION -  T 169
 ME0180  PID         -  ME0180
 ME0180  STATE/COUNTY-  IN/MARSHALL
 ME0180  COUNTRY     -  US
 ME0180  USGS QUAD   -  BREMEN (2019)
 ME0180
 ME0180                         *CURRENT SURVEY CONTROL
 ME0180  ______________________________________________________________________
 ME0180* NAD 83(1986) POSITION- 41 24 20.     (N) 086 10 52.     (W)   SCALED
 ME0180* NAVD 88 ORTHO HEIGHT -   243.082 (meters)      797.51  (feet) ADJUSTED
 ME0180  ______________________________________________________________________
 ME0180  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME0180  DYNAMIC HEIGHT  -        242.981 (meters)      797.18  (feet) COMP
 ME0180  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 ME0180
 ME0180  VERT ORDER      -  SECOND    CLASS 0
 ME0180
 ME0180.The horizontal coordinates were scaled from a map and have
 ME0180.an estimated accuracy of +/- 6 seconds.
 ME0180
 ME0180.The orthometric height was determined by differential leveling and
 ME0180.adjusted by the NATIONAL GEODETIC SURVEY
 ME0180.in June 1991.
 ME0180
 ME0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0180.GEOID18 height accuracy estimate available here.
 ME0180
 ME0180.Click photographs - Photos may exist for this station.
 ME0180
 ME0180.The dynamic height is computed by dividing the NAVD 88
 ME0180.geopotential number by the normal gravity value computed on the
 ME0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0180.degrees latitude (g = 980.6199 gals.).
 ME0180
 ME0180.The modeled gravity was interpolated from observed gravity values.
 ME0180
 ME0180;                    North         East    Units  Estimated Accuracy
 ME0180;SPC IN E     -   683,730.       56,990.      MT  (+/- 180 meters Scaled)
 ME0180
 ME0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL684841(NAD 83)
 ME0180
 ME0180                          SUPERSEDED SURVEY CONTROL
 ME0180
 ME0180  NGVD 29 (??/??/92)  243.199  (m)          797.90   (f) ADJ UNCH    2 0
 ME0180
 ME0180.Superseded values are not recommended for survey control.
 ME0180
 ME0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0180.See file dsdata.pdf to determine how the superseded data were derived.
 ME0180
 ME0180_MARKER: DB = BENCH MARK DISK
 ME0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0180_SP_SET: ABUTMENT
 ME0180_STAMPING: T 169 1946
 ME0180_MARK LOGO: CGS
 ME0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0180
 ME0180  HISTORY     - Date     Condition        Report By
 ME0180  HISTORY     - 1946     MONUMENTED       CGS
 ME0180  HISTORY     - 19940830 MARK NOT FOUND   USPSQD
 ME0180
 ME0180                          STATION DESCRIPTION
 ME0180
 ME0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0180'3.3 MI W FROM MUNCIE CORNER.
 ME0180'ABOUT 3.3 MILES WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0180'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, ABOUT 0.4 MILE WEST
 ME0180'OF RIVERSIDE UNITED BRETHREN CHURCH, AT A 70-FOOT WOODEN-DECK
 ME0180'STEEL BRIDGE OVER YELLOW RIVER, IN THE TOP OF THE NORTH END OF
 ME0180'THE EAST CONCRETE ABUTMENT, 9 FEET NORTH OF THE CENTER LINE OF
 ME0180'THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 ME0180
 ME0180                          STATION RECOVERY (1994)
 ME0180
 ME0180'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1163 ***********************************************************************
 ME1163  DESIGNATION -  T 17
 ME1163  PID         -  ME1163
 ME1163  STATE/COUNTY-  IN/LAKE
 ME1163  COUNTRY     -  US
 ME1163  USGS QUAD   -  SAINT JOHN (2019)
 ME1163
 ME1163                         *CURRENT SURVEY CONTROL
 ME1163  ______________________________________________________________________
 ME1163* NAD 83(1986) POSITION- 41 27 02.     (N) 087 27 56.     (W)   SCALED
 ME1163* NAVD 88 ORTHO HEIGHT -   213.373 (meters)      700.04  (feet) ADJUSTED
 ME1163  ______________________________________________________________________
 ME1163  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 ME1163  DYNAMIC HEIGHT  -        213.288 (meters)      699.76  (feet) COMP
 ME1163  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 ME1163
 ME1163  VERT ORDER      -  FIRST     CLASS II
 ME1163
 ME1163.The horizontal coordinates were scaled from a map and have
 ME1163.an estimated accuracy of +/- 6 seconds.
 ME1163
 ME1163.The orthometric height was determined by differential leveling and
 ME1163.adjusted by the NATIONAL GEODETIC SURVEY
 ME1163.in June 1991.
 ME1163
 ME1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1163.GEOID18 height accuracy estimate available here.
 ME1163
 ME1163.Click photographs - Photos may exist for this station.
 ME1163
 ME1163.The dynamic height is computed by dividing the NAVD 88
 ME1163.geopotential number by the normal gravity value computed on the
 ME1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1163.degrees latitude (g = 980.6199 gals.).
 ME1163
 ME1163.The modeled gravity was interpolated from observed gravity values.
 ME1163
 ME1163;                    North         East    Units  Estimated Accuracy
 ME1163;SPC IN W     -   688,670.      868,060.      MT  (+/- 180 meters Scaled)
 ME1163
 ME1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL611888(NAD 83)
 ME1163
 ME1163                          SUPERSEDED SURVEY CONTROL
 ME1163
 ME1163  NGVD 29 (??/??/92)  213.462  (m)          700.33   (f) ADJ UNCH    1 2
 ME1163
 ME1163.Superseded values are not recommended for survey control.
 ME1163
 ME1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1163.See file dsdata.pdf to determine how the superseded data were derived.
 ME1163
 ME1163_MARKER: DB = BENCH MARK DISK
 ME1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1163_STAMPING: T 17 1934
 ME1163_MARK LOGO: CGS
 ME1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1163+STABILITY: SURFACE MOTION
 ME1163
 ME1163  HISTORY     - Date     Condition        Report By
 ME1163  HISTORY     - 1934     MONUMENTED       CGS
 ME1163  HISTORY     - 1958     GOOD             CGS
 ME1163  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1163  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1163
 ME1163                          STATION DESCRIPTION
 ME1163
 ME1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1163'0.4 MI N FROM ST JOHN.
 ME1163'0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1163'STATION AT ST. JOHN, LAKE COUNTY, 125 FEET NORTH OF TOWER DK,
 ME1163'72 FEET SOUTH OF THE CROSING OF THE CHICAGO, INDIANAPOLIS AND
 ME1163'LOUISVILLE RAILWAY, 22 FEET EAST OF THE EAST RAIL OF THE
 ME1163'NORTH-BOUND N.Y.C. TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 ME1163'A STANDARD DISK, STAMPED T 17 1934 AND SET IN THE TOP OF A
 ME1163'CONCRETE POST.
 ME1163
 ME1163                          STATION RECOVERY (1958)
 ME1163
 ME1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME1163'RECOVERED IN GOOD CONDITION.
 ME1163
 ME1163                          STATION RECOVERY (1990)
 ME1163
 ME1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1163'MARK NOT FOUND.
 ME1163
 ME1163                          STATION RECOVERY (2021)
 ME1163
 ME1163'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1163'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0020 ***********************************************************************
 ME0020  DESIGNATION -  T 170
 ME0020  PID         -  ME0020
 ME0020  STATE/COUNTY-  IN/ST JOSEPH
 ME0020  COUNTRY     -  US
 ME0020  USGS QUAD   -  WYATT (2019)
 ME0020
 ME0020                         *CURRENT SURVEY CONTROL
 ME0020  ______________________________________________________________________
 ME0020* NAD 83(1986) POSITION- 41 31 15.     (N) 086 13 41.     (W)   SCALED
 ME0020* NAVD 88 ORTHO HEIGHT -   252.075 (meters)      827.02  (feet) ADJUSTED
 ME0020  ______________________________________________________________________
 ME0020  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 ME0020  DYNAMIC HEIGHT  -        251.970 (meters)      826.67  (feet) COMP
 ME0020  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 ME0020
 ME0020  VERT ORDER      -  SECOND    CLASS 0
 ME0020
 ME0020.The horizontal coordinates were scaled from a map and have
 ME0020.an estimated accuracy of +/- 6 seconds.
 ME0020
 ME0020.The orthometric height was determined by differential leveling and
 ME0020.adjusted by the NATIONAL GEODETIC SURVEY
 ME0020.in June 1991.
 ME0020
 ME0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0020.GEOID18 height accuracy estimate available here.
 ME0020
 ME0020.Click photographs - Photos may exist for this station.
 ME0020
 ME0020.The dynamic height is computed by dividing the NAVD 88
 ME0020.geopotential number by the normal gravity value computed on the
 ME0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0020.degrees latitude (g = 980.6199 gals.).
 ME0020
 ME0020.The modeled gravity was interpolated from observed gravity values.
 ME0020
 ME0020;                    North         East    Units  Estimated Accuracy
 ME0020;SPC IN E     -   696,550.       53,140.      MT  (+/- 180 meters Scaled)
 ME0020
 ME0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644968(NAD 83)
 ME0020
 ME0020                          SUPERSEDED SURVEY CONTROL
 ME0020
 ME0020  NGVD 29 (??/??/92)  252.187  (m)          827.38   (f) ADJ UNCH    2 0
 ME0020
 ME0020.Superseded values are not recommended for survey control.
 ME0020
 ME0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0020.See file dsdata.pdf to determine how the superseded data were derived.
 ME0020
 ME0020_MARKER: DB = BENCH MARK DISK
 ME0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0020_SP_SET: BRIDGE
 ME0020_STAMPING: T 170 1946
 ME0020_MARK LOGO: CGS
 ME0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0020
 ME0020  HISTORY     - Date     Condition        Report By
 ME0020  HISTORY     - 1946     MONUMENTED       CGS
 ME0020  HISTORY     - 1983     GOOD             USPSQD
 ME0020  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME0020  HISTORY     - 20010427 MARK NOT FOUND   USPSQD
 ME0020
 ME0020                          STATION DESCRIPTION
 ME0020
 ME0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0020'2.6 MI E FROM LAKEVILLE.
 ME0020'ABOUT 1.1 MILES EAST ALONG PATTERSON ROAD FROM THE JUNCTION WITH
 ME0020'U.S. HIGHWAY 31 AT LAKEVILLE, THENCE ABOUT 0.3 MILE SOUTH ALONG
 ME0020'KENILWORTH ROAD, AND THENCE ABOUT 1.2 MILES EAST ALONG QUINN
 ME0020'ROAD, AT A 30-FOOT CONCRETE BRIDGE OVER BUNCH DITCH, IN THE TOP
 ME0020'OF THE EAST END OF THE NORTH SIDE WALL, 10 FEET NORTH OF THE
 ME0020'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 ME0020
 ME0020                          STATION RECOVERY (1983)
 ME0020
 ME0020'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0020'RECOVERED IN GOOD CONDITION.
 ME0020
 ME0020                          STATION RECOVERY (1994)
 ME0020
 ME0020'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0020'MARK NOT FOUND.
 ME0020
 ME0020                          STATION RECOVERY (2001)
 ME0020
 ME0020'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0020'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0407 ***********************************************************************
 ME0407  DESIGNATION -  T 171
 ME0407  PID         -  ME0407
 ME0407  STATE/COUNTY-  IN/KOSCIUSKO
 ME0407  COUNTRY     -  US
 ME0407  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0407
 ME0407                         *CURRENT SURVEY CONTROL
 ME0407  ______________________________________________________________________
 ME0407* NAD 83(1986) POSITION- 41 22 33.     (N) 086 00 02.     (W)   SCALED
 ME0407* NAVD 88 ORTHO HEIGHT -   250.762 (meters)      822.71  (feet) ADJUSTED
 ME0407  ______________________________________________________________________
 ME0407  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 ME0407  DYNAMIC HEIGHT  -        250.661 (meters)      822.38  (feet) COMP
 ME0407  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 ME0407
 ME0407  VERT ORDER      -  SECOND    CLASS 0
 ME0407
 ME0407.The horizontal coordinates were scaled from a map and have
 ME0407.an estimated accuracy of +/- 6 seconds.
 ME0407
 ME0407.The orthometric height was determined by differential leveling and
 ME0407.adjusted by the NATIONAL GEODETIC SURVEY
 ME0407.in June 1991.
 ME0407
 ME0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0407.GEOID18 height accuracy estimate available here.
 ME0407
 ME0407.Click photographs - Photos may exist for this station.
 ME0407
 ME0407.The dynamic height is computed by dividing the NAVD 88
 ME0407.geopotential number by the normal gravity value computed on the
 ME0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0407.degrees latitude (g = 980.6199 gals.).
 ME0407
 ME0407.The modeled gravity was interpolated from observed gravity values.
 ME0407
 ME0407;                    North         East    Units  Estimated Accuracy
 ME0407;SPC IN E     -   680,350.       72,070.      MT  (+/- 180 meters Scaled)
 ME0407
 ME0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835809(NAD 83)
 ME0407
 ME0407                          SUPERSEDED SURVEY CONTROL
 ME0407
 ME0407  NGVD 29 (??/??/92)  250.889  (m)          823.13   (f) ADJ UNCH    2 0
 ME0407
 ME0407.Superseded values are not recommended for survey control.
 ME0407
 ME0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0407.See file dsdata.pdf to determine how the superseded data were derived.
 ME0407
 ME0407_MARKER: DB = BENCH MARK DISK
 ME0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0407_STAMPING: T 171 1946
 ME0407_MARK LOGO: CGS
 ME0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0407+STABILITY: SURFACE MOTION
 ME0407
 ME0407  HISTORY     - Date     Condition        Report By
 ME0407  HISTORY     - 1946     MONUMENTED       CGS
 ME0407  HISTORY     - 1988     GOOD             USPSQD
 ME0407  HISTORY     - 1989     GOOD             USPSQD
 ME0407  HISTORY     - 19960530 GOOD             USPSQD
 ME0407
 ME0407                          STATION DESCRIPTION
 ME0407
 ME0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0407'4.6 MI S FROM NAPPANEE.
 ME0407'ABOUT 4.55 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE PUBLIC
 ME0407'LIBRARY AT NAPPANEE, ABOUT 0.95 MILE NORTH OF THE EAST MILLWOOD
 ME0407'SCHOOL, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, ABOUT 0.1
 ME0407'MILE NORTH OF A STEEL GIRDER BRIDGE OVER A DITCH, 34 FEET EAST
 ME0407'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER
 ME0407'LINE OF THE ROAD EAST, 8 FEET EAST OF A POWER POLE, 1 FOOT SOUTH
 ME0407'OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 ME0407'CONCRETE POST PROJECTING 4 INCHES.
 ME0407
 ME0407                          STATION RECOVERY (1988)
 ME0407
 ME0407'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0407'RECOVERED IN GOOD CONDITION.
 ME0407
 ME0407                          STATION RECOVERY (1989)
 ME0407
 ME0407'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0407'RECOVERED IN GOOD CONDITION.
 ME0407
 ME0407                          STATION RECOVERY (1996)
 ME0407
 ME0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1202 ***********************************************************************
 MD1202  DESIGNATION -  T 172
 MD1202  PID         -  MD1202
 MD1202  STATE/COUNTY-  IN/ELKHART
 MD1202  COUNTRY     -  US
 MD1202  USGS QUAD   -  NAPPANEE EAST (2019)
 MD1202
 MD1202                         *CURRENT SURVEY CONTROL
 MD1202  ______________________________________________________________________
 MD1202* NAD 83(1986) POSITION- 41 29 35.     (N) 085 58 56.     (W)   SCALED
 MD1202* NAVD 88 ORTHO HEIGHT -   263.719 (meters)      865.22  (feet) ADJUSTED
 MD1202  ______________________________________________________________________
 MD1202  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 MD1202  DYNAMIC HEIGHT  -        263.611 (meters)      864.86  (feet) COMP
 MD1202  MODELED GRAVITY -    980,206.6   (mgal)                       NAVD 88
 MD1202
 MD1202  VERT ORDER      -  SECOND    CLASS 0
 MD1202
 MD1202.The horizontal coordinates were scaled from a map and have
 MD1202.an estimated accuracy of +/- 6 seconds.
 MD1202
 MD1202.The orthometric height was determined by differential leveling and
 MD1202.adjusted by the NATIONAL GEODETIC SURVEY
 MD1202.in June 1991.
 MD1202
 MD1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1202.GEOID18 height accuracy estimate available here.
 MD1202
 MD1202.Click photographs - Photos may exist for this station.
 MD1202
 MD1202.The dynamic height is computed by dividing the NAVD 88
 MD1202.geopotential number by the normal gravity value computed on the
 MD1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1202.degrees latitude (g = 980.6199 gals.).
 MD1202
 MD1202.The modeled gravity was interpolated from observed gravity values.
 MD1202
 MD1202;                    North         East    Units  Estimated Accuracy
 MD1202;SPC IN E     -   693,360.       73,650.      MT  (+/- 180 meters Scaled)
 MD1202
 MD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL849939(NAD 83)
 MD1202
 MD1202                          SUPERSEDED SURVEY CONTROL
 MD1202
 MD1202  NGVD 29 (??/??/92)  263.840  (m)          865.62   (f) ADJ UNCH    2 0
 MD1202
 MD1202.Superseded values are not recommended for survey control.
 MD1202
 MD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1202.See file dsdata.pdf to determine how the superseded data were derived.
 MD1202
 MD1202_MARKER: DB = BENCH MARK DISK
 MD1202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1202_SP_SET: CULVERT HEADWALL
 MD1202_STAMPING: T 172 1946
 MD1202_MARK LOGO: CGS
 MD1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1202+STABILITY: SURFACE MOTION
 MD1202
 MD1202  HISTORY     - Date     Condition        Report By
 MD1202  HISTORY     - 1946     MONUMENTED       CGS
 MD1202  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 MD1202
 MD1202                          STATION DESCRIPTION
 MD1202
 MD1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1202'4.4 MI NE FROM NAPPANEE.
 MD1202'3.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 MD1202'OF U.S. HIGHWAY 6 AT NAPPANEE, THENCE ABOUT 1.0 MILE EAST ALONG
 MD1202'A GRAVEL ROAD, ABOUT 1/4 MILE EAST OF A CHURCH AND CEMETERY
 MD1202'NORTH OF THE ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 MD1202'OF A NORTH-AND-SOUTH GRAVEL ROAD, ABOUT 75 FEET SOUTH OF THE
 MD1202'CENTER LINE OF THE EAST-AND-WEST ROAD, AT A 24-INCH TWIN PIPE
 MD1202'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 MD1202'HEAD WALL, 15 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 MD1202'ROAD, AND ABOUT 2 FEET HIGHER THAN THE CROSSROADS.
 MD1202
 MD1202                          STATION RECOVERY (1995)
 MD1202
 MD1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1859 ***********************************************************************
 LA1859  DESIGNATION -  T 173
 LA1859  PID         -  LA1859
 LA1859  STATE/COUNTY-  IN/GRANT
 LA1859  COUNTRY     -  US
 LA1859  USGS QUAD   -  SWEETSER (2019)
 LA1859
 LA1859                         *CURRENT SURVEY CONTROL
 LA1859  ______________________________________________________________________
 LA1859* NAD 83(1986) POSITION- 40 30 26.9    (N) 085 49 33.0    (W)   HD_HELD2
 LA1859* NAVD 88 ORTHO HEIGHT -   263.703 (meters)      865.17  (feet) ADJUSTED
 LA1859  ______________________________________________________________________
 LA1859  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 LA1859  DYNAMIC HEIGHT  -        263.567 (meters)      864.72  (feet) COMP
 LA1859  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 LA1859
 LA1859  VERT ORDER      -  SECOND    CLASS 0
 LA1859
 LA1859.The horizontal coordinates were established by autonomous hand held GPS
 LA1859.observations and have an estimated accuracy of +/- 10 meters.
 LA1859
 LA1859.The orthometric height was determined by differential leveling and
 LA1859.adjusted by the NATIONAL GEODETIC SURVEY
 LA1859.in June 1991.
 LA1859
 LA1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1859.GEOID18 height accuracy estimate available here.
 LA1859
 LA1859.Click photographs - Photos may exist for this station.
 LA1859
 LA1859.The dynamic height is computed by dividing the NAVD 88
 LA1859.geopotential number by the normal gravity value computed on the
 LA1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1859.degrees latitude (g = 980.6199 gals.).
 LA1859
 LA1859.The modeled gravity was interpolated from observed gravity values.
 LA1859
 LA1859;                    North         East    Units  Estimated Accuracy
 LA1859;SPC IN E     -   583,877.       86,510.      MT  (+/- 10 meters HH2 GPS)
 LA1859
 LA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9948184746(NAD 83)
 LA1859
 LA1859                          SUPERSEDED SURVEY CONTROL
 LA1859
 LA1859  NGVD 29 (??/??/92)  263.828  (m)          865.58   (f) ADJ UNCH    2 0
 LA1859
 LA1859.Superseded values are not recommended for survey control.
 LA1859
 LA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1859.See file dsdata.pdf to determine how the superseded data were derived.
 LA1859
 LA1859_MARKER: DB = BENCH MARK DISK
 LA1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1859_STAMPING: T 173 1946
 LA1859_MARK LOGO: CGS
 LA1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1859+STABILITY: SURFACE MOTION
 LA1859
 LA1859  HISTORY     - Date     Condition        Report By
 LA1859  HISTORY     - 1946     MONUMENTED       CGS
 LA1859
 LA1859                          STATION DESCRIPTION
 LA1859
 LA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1859'AT SWAYZEE.
 LA1859'AT SWAYZEE, ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LA1859'47 FEET SOUTHWEST AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER
 LA1859'OF THE STATION, 34.5 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 LA1859'THE SOUTHWEST CORNER OF THE STATION, 89 FEET WEST OF THE CENTER
 LA1859'LINE OF MAIN STREET, 13 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LA1859'4 FEET WEST OF A TELEGRAPH POLE, ABOUT 0.5 FOOT ABOVE THE TRACK,
 LA1859'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1595 ***********************************************************************
 LA1595  DESIGNATION -  T 174
 LA1595  PID         -  LA1595
 LA1595  STATE/COUNTY-  IN/GRANT
 LA1595  COUNTRY     -  US
 LA1595  USGS QUAD   -  MARION (2019)
 LA1595
 LA1595                         *CURRENT SURVEY CONTROL
 LA1595  ______________________________________________________________________
 LA1595* NAD 83(1986) POSITION- 40 32 58.     (N) 085 41 34.     (W)   SCALED
 LA1595* NAVD 88 ORTHO HEIGHT -   258.754 (meters)      848.93  (feet) ADJUSTED
 LA1595  ______________________________________________________________________
 LA1595  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 LA1595  DYNAMIC HEIGHT  -        258.623 (meters)      848.50  (feet) COMP
 LA1595  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 LA1595
 LA1595  VERT ORDER      -  FIRST     CLASS II
 LA1595
 LA1595.The horizontal coordinates were scaled from a map and have
 LA1595.an estimated accuracy of +/- 6 seconds.
 LA1595
 LA1595.The orthometric height was determined by differential leveling and
 LA1595.adjusted by the NATIONAL GEODETIC SURVEY
 LA1595.in June 1991.
 LA1595
 LA1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1595.GEOID18 height accuracy estimate available here.
 LA1595
 LA1595.Click photographs - Photos may exist for this station.
 LA1595
 LA1595.The dynamic height is computed by dividing the NAVD 88
 LA1595.geopotential number by the normal gravity value computed on the
 LA1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1595.degrees latitude (g = 980.6199 gals.).
 LA1595
 LA1595.The modeled gravity was interpolated from observed gravity values.
 LA1595
 LA1595;                    North         East    Units  Estimated Accuracy
 LA1595;SPC IN E     -   588,530.       97,790.      MT  (+/- 180 meters Scaled)
 LA1595
 LA1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK106895(NAD 83)
 LA1595
 LA1595                          SUPERSEDED SURVEY CONTROL
 LA1595
 LA1595  NGVD 29 (??/??/92)  258.879  (m)          849.34   (f) ADJ UNCH    1 2
 LA1595
 LA1595.Superseded values are not recommended for survey control.
 LA1595
 LA1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1595.See file dsdata.pdf to determine how the superseded data were derived.
 LA1595
 LA1595_MARKER: DB = BENCH MARK DISK
 LA1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1595_STAMPING: T 174 1946
 LA1595_MARK LOGO: CGS
 LA1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1595+STABILITY: SURFACE MOTION
 LA1595
 LA1595  HISTORY     - Date     Condition        Report By
 LA1595  HISTORY     - 1946     MONUMENTED       CGS
 LA1595
 LA1595                          STATION DESCRIPTION
 LA1595
 LA1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1595'1 MI S FROM MARION.
 LA1595'ABOUT 1.0 MILE SOUTH ALONG MILLERS AVENUE FROM THE ENTRANCE TO THE
 LA1595'WEST END AIRPORT AT MARION, SET IN THE NORTHWEST QUARTER OF THE
 LA1595'INTERSECTION OF WEST 12TH STREET, 31 FEET SOUTHEAST OF THE SOUTHEAST
 LA1595'CORNER OF A ONE STORY FRAME HOUSE AT 2202 MILLER AVENUE, 19 FEET
 LA1595'WEST OF THE CENTER LINE OF MILLER AVENUE, 34 FEET NORTH OF THE
 LA1595'CENTER LINE OF WEST 12TH STREET, 14 FEET EAST OF A FIRE HYDRANT,
 LA1595'2 FEET NORTH OF POWER POLE NO. GR 38 B39, ABOUT 0.5 FOOT ABOVE
 LA1595'THE STREETS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1595'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0264 ***********************************************************************
 LB0264  DESIGNATION -  T 175
 LB0264  PID         -  LB0264
 LB0264  STATE/COUNTY-  IN/MIAMI
 LB0264  COUNTRY     -  US
 LB0264  USGS QUAD   -  BUNKER HILL (2019)
 LB0264
 LB0264                         *CURRENT SURVEY CONTROL
 LB0264  ______________________________________________________________________
 LB0264* NAD 83(1986) POSITION- 40 43 51.     (N) 086 06 43.     (W)   SCALED
 LB0264* NAVD 88 ORTHO HEIGHT -   221.146 (meters)      725.54  (feet) ADJUSTED
 LB0264  ______________________________________________________________________
 LB0264  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LB0264  DYNAMIC HEIGHT  -        221.039 (meters)      725.19  (feet) COMP
 LB0264  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 LB0264
 LB0264  VERT ORDER      -  SECOND    CLASS 0
 LB0264
 LB0264.The horizontal coordinates were scaled from a map and have
 LB0264.an estimated accuracy of +/- 6 seconds.
 LB0264
 LB0264.The orthometric height was determined by differential leveling and
 LB0264.adjusted by the NATIONAL GEODETIC SURVEY
 LB0264.in June 1991.
 LB0264
 LB0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0264.GEOID18 height accuracy estimate available here.
 LB0264
 LB0264.Click photographs - Photos may exist for this station.
 LB0264
 LB0264.The dynamic height is computed by dividing the NAVD 88
 LB0264.geopotential number by the normal gravity value computed on the
 LB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0264.degrees latitude (g = 980.6199 gals.).
 LB0264
 LB0264.The modeled gravity was interpolated from observed gravity values.
 LB0264
 LB0264;                    North         East    Units  Estimated Accuracy
 LB0264;SPC IN E     -   608,760.       62,390.      MT  (+/- 180 meters Scaled)
 LB0264
 LB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL749092(NAD 83)
 LB0264
 LB0264                          SUPERSEDED SURVEY CONTROL
 LB0264
 LB0264  NGVD 29 (??/??/92)  221.271  (m)          725.95   (f) ADJ UNCH    2 0
 LB0264
 LB0264.Superseded values are not recommended for survey control.
 LB0264
 LB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0264.See file dsdata.pdf to determine how the superseded data were derived.
 LB0264
 LB0264_MARKER: DB = BENCH MARK DISK
 LB0264_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0264_SP_SET: BOX CULVERT HEADWALL
 LB0264_STAMPING: T 175 1946
 LB0264_MARK LOGO: CGS
 LB0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0264+STABILITY: SURFACE MOTION
 LB0264
 LB0264  HISTORY     - Date     Condition        Report By
 LB0264  HISTORY     - 1946     MONUMENTED       CGS
 LB0264
 LB0264                          STATION DESCRIPTION
 LB0264
 LB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0264'1.4 MI SW FROM PERU.
 LB0264'ABOUT 1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM ITS JUNCTION
 LB0264'WITH U.S. HIGHWAY 24 AT PERU, SET IN THE TOP OF THE SOUTHWEST END
 LB0264'OF THE NORTHWEST HEAD WALL OF A 4 BY 3 FOOT CONCRETE BOX CULVERT,
 LB0264'324 FEET SOUTHWEST OF A GRAVEL CROSS ROAD, 26 FEET NORTHWEST OF
 LB0264'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 0.5 FOOT BELOW THE
 LB0264'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0427 ***********************************************************************
 ME0427  DESIGNATION -  T 176
 ME0427  PID         -  ME0427
 ME0427  STATE/COUNTY-  IN/MARSHALL
 ME0427  COUNTRY     -  US
 ME0427  USGS QUAD   -  MENTONE (2019)
 ME0427
 ME0427                         *CURRENT SURVEY CONTROL
 ME0427  ______________________________________________________________________
 ME0427* NAD 83(1986) POSITION- 41 12 06.     (N) 086 06 53.     (W)   SCALED
 ME0427* NAVD 88 ORTHO HEIGHT -   236.187 (meters)      774.89  (feet) ADJUSTED
 ME0427  ______________________________________________________________________
 ME0427  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 ME0427  DYNAMIC HEIGHT  -        236.086 (meters)      774.56  (feet) COMP
 ME0427  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 ME0427
 ME0427  VERT ORDER      -  SECOND    CLASS 0
 ME0427
 ME0427.The horizontal coordinates were scaled from a map and have
 ME0427.an estimated accuracy of +/- 6 seconds.
 ME0427
 ME0427.The orthometric height was determined by differential leveling and
 ME0427.adjusted by the NATIONAL GEODETIC SURVEY
 ME0427.in June 1991.
 ME0427
 ME0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0427.GEOID18 height accuracy estimate available here.
 ME0427
 ME0427.Click photographs - Photos may exist for this station.
 ME0427
 ME0427.The dynamic height is computed by dividing the NAVD 88
 ME0427.geopotential number by the normal gravity value computed on the
 ME0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0427.degrees latitude (g = 980.6199 gals.).
 ME0427
 ME0427.The modeled gravity was interpolated from observed gravity values.
 ME0427
 ME0427;                    North         East    Units  Estimated Accuracy
 ME0427;SPC IN E     -   661,050.       62,420.      MT  (+/- 180 meters Scaled)
 ME0427
 ME0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL742615(NAD 83)
 ME0427
 ME0427                          SUPERSEDED SURVEY CONTROL
 ME0427
 ME0427  NGVD 29 (??/??/92)  236.312  (m)          775.30   (f) ADJ UNCH    2 0
 ME0427
 ME0427.Superseded values are not recommended for survey control.
 ME0427
 ME0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0427.See file dsdata.pdf to determine how the superseded data were derived.
 ME0427
 ME0427_MARKER: DB = BENCH MARK DISK
 ME0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0427_STAMPING: T 176 1946
 ME0427_MARK LOGO: CGS
 ME0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0427+STABILITY: SURFACE MOTION
 ME0427
 ME0427  HISTORY     - Date     Condition        Report By
 ME0427  HISTORY     - 1946     MONUMENTED       CGS
 ME0427  HISTORY     - 1978     GOOD             BRADY
 ME0427  HISTORY     - 1988     GOOD             USPSQD
 ME0427  HISTORY     - 19881113 GOOD             USPSQD
 ME0427  HISTORY     - 19940719 POOR             USPSQD
 ME0427
 ME0427                          STATION DESCRIPTION
 ME0427
 ME0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0427'0.3 MI S FROM TIPPECANOE.
 ME0427'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 331 FROM THE NEW YORK,
 ME0427'CHICAGO AND ST. LOUIS RAILROAD STATION AT TIPPECANOE, IN THE
 ME0427'NORTHEAST QUARTER OF THE INTERSECTION WITH AN EAST-WEST GRAVEL
 ME0427'ROAD, 82 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM AN 18
 ME0427'IN X 18 IN CONCRETE CORNER FENCE POST, 33 FEET EAST OF THE CENTER
 ME0427'LINE OF THE HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF THE
 ME0427'EAST-WEST ROAD, 8 FEET NORTH OF A VERTICAL RAIL FENCE CORNER POST,
 ME0427'3.5 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH THE LINE OF
 ME0427'POLES, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE, 2 FEET
 ME0427'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER
 ME0427'OF THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 ME0427'PROJECTING ABOUT 6 INCHES.
 ME0427
 ME0427                          STATION RECOVERY (1978)
 ME0427
 ME0427'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1978
 ME0427'RECOVERED IN GOOD CONDITION.
 ME0427
 ME0427                          STATION RECOVERY (1988)
 ME0427
 ME0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0427'RECOVERED IN GOOD CONDITION.
 ME0427
 ME0427                          STATION RECOVERY (1988)
 ME0427
 ME0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0427'RECOVERED IN GOOD CONDITION.
 ME0427
 ME0427                          STATION RECOVERY (1994)
 ME0427
 ME0427'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0427'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0432 ***********************************************************************
 ME0432  DESIGNATION -  T 178
 ME0432  PID         -  ME0432
 ME0432  STATE/COUNTY-  IN/KOSCIUSKO
 ME0432  COUNTRY     -  US
 ME0432  USGS QUAD   -  AKRON (2019)
 ME0432
 ME0432                         *CURRENT SURVEY CONTROL
 ME0432  ______________________________________________________________________
 ME0432* NAD 83(1986) POSITION- 41 05 08.     (N) 086 02 15.     (W)   SCALED
 ME0432* NAVD 88 ORTHO HEIGHT -   270.887 (meters)      888.74  (feet) ADJUSTED
 ME0432  ______________________________________________________________________
 ME0432  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME0432  DYNAMIC HEIGHT  -        270.768 (meters)      888.34  (feet) COMP
 ME0432  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 ME0432
 ME0432  VERT ORDER      -  SECOND    CLASS 0
 ME0432
 ME0432.The horizontal coordinates were scaled from a map and have
 ME0432.an estimated accuracy of +/- 6 seconds.
 ME0432
 ME0432.The orthometric height was determined by differential leveling and
 ME0432.adjusted by the NATIONAL GEODETIC SURVEY
 ME0432.in June 1991.
 ME0432
 ME0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0432.GEOID18 height accuracy estimate available here.
 ME0432
 ME0432.Click photographs - Photos may exist for this station.
 ME0432
 ME0432.The dynamic height is computed by dividing the NAVD 88
 ME0432.geopotential number by the normal gravity value computed on the
 ME0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0432.degrees latitude (g = 980.6199 gals.).
 ME0432
 ME0432.The modeled gravity was interpolated from observed gravity values.
 ME0432
 ME0432;                    North         East    Units  Estimated Accuracy
 ME0432;SPC IN E     -   648,130.       68,840.      MT  (+/- 180 meters Scaled)
 ME0432
 ME0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL808487(NAD 83)
 ME0432
 ME0432                          SUPERSEDED SURVEY CONTROL
 ME0432
 ME0432  NGVD 29 (??/??/92)  271.011  (m)          889.14   (f) ADJ UNCH    2 0
 ME0432
 ME0432.Superseded values are not recommended for survey control.
 ME0432
 ME0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0432.See file dsdata.pdf to determine how the superseded data were derived.
 ME0432
 ME0432_MARKER: DB = BENCH MARK DISK
 ME0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0432_STAMPING: T 178 1946
 ME0432_MARK LOGO: CGS
 ME0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0432+STABILITY: SURFACE MOTION
 ME0432
 ME0432  HISTORY     - Date     Condition        Report By
 ME0432  HISTORY     - 1946     MONUMENTED       CGS
 ME0432  HISTORY     - 1989     GOOD             USPSQD
 ME0432  HISTORY     - 1990     GOOD             USPSQD
 ME0432  HISTORY     - 19960716 GOOD             USPSQD
 ME0432
 ME0432                          STATION DESCRIPTION
 ME0432
 ME0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0432'4.8 MI N FROM AKRON.
 ME0432'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE STATE
 ME0432'BANK BUILDING AT AKRON, AT THE INTERSECTION WITH THE
 ME0432'KOSCIUSKO-FULTON COUNTY LINE ROAD, 39 FEET WEST OF THE CENTER
 ME0432'LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF THE
 ME0432'COUNTY-LINE ROAD, 8 FEET NORTHEAST OF A VERTICAL RAIL FENCE CORNER
 ME0432'POST, 67 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE COUNTY-LINE
 ME0432'SIGN POST, 6 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT EAST OF
 ME0432'THE WEST RIGHT-OF-WAY FENCE LINE, 0.5 FOOT BELOW THE LEVEL OF
 ME0432'THE CENTER OF THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 ME0432'POST PROJECTING ABOUT 6 INCHES.
 ME0432
 ME0432                          STATION RECOVERY (1989)
 ME0432
 ME0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLM)
 ME0432'RECOVERED IN GOOD CONDITION.
 ME0432
 ME0432                          STATION RECOVERY (1990)
 ME0432
 ME0432'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0432'RECOVERED IN GOOD CONDITION.
 ME0432
 ME0432                          STATION RECOVERY (1996)
 ME0432
 ME0432'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0247 ***********************************************************************
 LB0247  CBN         -  This is a Cooperative Base Network Control Station.
 LB0247  DESIGNATION -  T 179
 LB0247  PID         -  LB0247
 LB0247  STATE/COUNTY-  IN/MIAMI
 LB0247  COUNTRY     -  US
 LB0247  USGS QUAD   -  DEEDSVILLE (2019)
 LB0247
 LB0247                         *CURRENT SURVEY CONTROL
 LB0247  ______________________________________________________________________
 LB0247* NAD 83(2011) POSITION- 40 53 42.13272(N) 086 01 38.99456(W)   ADJUSTED
 LB0247* NAD 83(2011) ELLIP HT-   210.356 (meters)        (09/21/23)   ADJUSTED
 LB0247* NAD 83(2011) EPOCH   -  2010.00
 LB0247* NAVD 88 ORTHO HEIGHT -   244.452 (meters)      802.01  (feet) ADJUSTED
 LB0247  ______________________________________________________________________
 LB0247  GEOID HEIGHT    -        -34.064 (meters)                     GEOID18
 LB0247  NAD 83(2011) X  -    334,499.684 (meters)                     COMP
 LB0247  NAD 83(2011) Y  - -4,816,788.670 (meters)                     COMP
 LB0247  NAD 83(2011) Z  -  4,153,756.674 (meters)                     COMP
 LB0247  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 LB0247  DYNAMIC HEIGHT  -        244.337 (meters)      801.63  (feet) COMP
 LB0247  MODELED GRAVITY -    980,151.2   (mgal)                       NAVD 88
 LB0247
 LB0247  VERT ORDER      -  SECOND    CLASS 0
 LB0247
 LB0247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0247  Standards:
 LB0247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0247  -------------------------------------------------------------------
 LB0247  NETWORK    0.47   0.92           0.20   0.18   0.47      0.01685365
 LB0247  -------------------------------------------------------------------
 LB0247  Click here for local accuracies and other accuracy information.
 LB0247
 LB0247.The horizontal coordinates were established by GPS observations
 LB0247.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 LB0247
 LB0247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0247.been affixed to the stable North American tectonic plate. See 
 LB0247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0247
 LB0247.The horizontal coordinates are valid at the epoch date displayed above
 LB0247.which is a decimal equivalence of Year/Month/Day.
 LB0247
 LB0247.The orthometric height was determined by differential leveling and
 LB0247.adjusted by the NATIONAL GEODETIC SURVEY
 LB0247.in June 1991.
 LB0247
 LB0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0247.GEOID18 height accuracy estimate available here.
 LB0247
 LB0247.Click photographs - Photos may exist for this station.
 LB0247
 LB0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0247
 LB0247.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0247
 LB0247.The ellipsoidal height was determined by GPS observations
 LB0247.and is referenced to NAD 83.
 LB0247
 LB0247.The dynamic height is computed by dividing the NAVD 88
 LB0247.geopotential number by the normal gravity value computed on the
 LB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0247.degrees latitude (g = 980.6199 gals.).
 LB0247
 LB0247.The modeled gravity was interpolated from observed gravity values.
 LB0247
 LB0247. The following values were computed from the NAD 83(2011) position.
 LB0247
 LB0247;                    North         East     Units Scale Factor Converg.
 LB0247;SPC IN E     -   626,964.806    69,594.222   MT  0.99997804   -0 14 10.4
 LB0247;SPC IN E     - 2,056,967.03    228,327.04   sFT  0.99997804   -0 14 10.4
 LB0247;UTM  16      - 4,527,560.432   581,919.048   MT  0.99968259   +0 38 12.1
 LB0247
 LB0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0247!SPC IN E     -   0.99996700  x   0.99997804  =   0.99994504
 LB0247!UTM  16      -   0.99996700  x   0.99968259  =   0.99964960
 LB0247
 LB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8191927560(NAD 83)
 LB0247
 LB0247                          SUPERSEDED SURVEY CONTROL
 LB0247
 LB0247  NAD 83(2011)-  40 53 42.13252(N)    086 01 38.99494(W) AD(2010.00) 0
 LB0247  ELLIP H (06/27/12)  210.387  (m)                       GP(2010.00)    
 LB0247  NAD 83(2007)-  40 53 42.13270(N)    086 01 38.99593(W) AD(2002.00) 0
 LB0247  ELLIP H (02/10/07)  210.425  (m)                       GP(2002.00)    
 LB0247  NAD 83(1997)-  40 53 42.13258(N)    086 01 38.99575(W) AD(       ) B
 LB0247  ELLIP H (04/10/98)  210.451  (m)                       GP(       ) 4 1
 LB0247  NAVD 88             244.45   (m)          802.0    (f) LEVELING    3  
 LB0247  NGVD 29 (??/??/92)  244.573  (m)          802.40   (f) ADJ UNCH    2 0
 LB0247
 LB0247.Superseded values are not recommended for survey control.
 LB0247
 LB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0247.See file dsdata.pdf to determine how the superseded data were derived.
 LB0247
 LB0247_MARKER: DB = BENCH MARK DISK
 LB0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0247_STAMPING: T 179 1946
 LB0247_MARK LOGO: CGS
 LB0247_PROJECTION: PROJECTING 2 CENTIMETERS
 LB0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0247+STABILITY: SURFACE MOTION
 LB0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0247+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 LB0247
 LB0247  HISTORY     - Date     Condition        Report By
 LB0247  HISTORY     - 1946     MONUMENTED       CGS
 LB0247  HISTORY     - 1989     GOOD             USPSQD
 LB0247  HISTORY     - 19970807 GOOD             SEC
 LB0247  HISTORY     - 20060217 GOOD             DAVEVN
 LB0247  HISTORY     - 20110706 GOOD             INDIV
 LB0247  HISTORY     - 20180201 GOOD             INDOT
 LB0247
 LB0247                          STATION DESCRIPTION
 LB0247
 LB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0247'2.6 MI N FROM CHILI.
 LB0247'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0247'OFFICE AT CHILI, ABOUT 100 YARDS SOUTH OF THE DOUGS APPLE PACKING
 LB0247'HOUSE, SET IN THE SOUTHEAST CORNER OF AN APPLE ORCHARD ON THE WEST
 LB0247'SIDE OF THE HIGHWAY, 22 FEET WEST OF THE CENTER LINE OF THE
 LB0247'HIGHWAY, 11 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 LB0247'(POLE NO. 131/945, 3 FEET WEST OF A 16 INCH CONCRETE FENCE CORNER
 LB0247'POST, 1 FOOT NORTH OF THE FENCE LINE RUNNING WEST, ABOUT 1 FOOT
 LB0247'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0247'6 INCHES.
 LB0247
 LB0247                          STATION RECOVERY (1989)
 LB0247
 LB0247'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0247'RECOVERED IN GOOD CONDITION.
 LB0247
 LB0247                          STATION RECOVERY (1997)
 LB0247
 LB0247'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0247'STATION IS 2.5 MILES (4.0 KM) NORTH OF CHILI.  TO REACH STATION FROM
 LB0247'THE STATE HIGHWAY 19 BRIDGE OVER THE EEL RIVER IN CHILI, GO NORTH ON
 LB0247'STATE HIGHWAY 19 FOR 2.5 MILES (4.0 KM) TO THE STATION, ON THE WEST
 LB0247'SIDE OF HIGHWAY.  THE STATION IS 62.6 METERS (205.4 FT) SOUTH OF THE
 LB0247'SOUTH LINE OF CERAMIC BLOCK BARN ON DOUD ORCHARDS PROPERTY, 101.5
 LB0247'METERS (333.0 FT) SOUTH OF THE CENTERLINE OF COUNTRY ROAD 900 NORTH,
 LB0247'6.5 METERS (21.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 19
 LB0247'(COUNTY ROAD 250 EAST AND STATE HIGHWAY 16), 0.41 METERS (1.35 FT)
 LB0247'NORTH OF AN EAST-WEST WOVEN WIRE FENCE.  THE NORTHWEST CORNER OF THE
 LB0247'CONCRETE FENCE POST OF THE EAST-WEST FENCE IS 0.63 METERS (2.07 FT) AT
 LB0247'MAG AZIMUTH OF 121 DEGREES.  A POWER POLE IS 2.35 METERS (7.71 FT) AT
 LB0247'MAG AZIMUTH OF 44 DEGREES.  THE STATION IS AT THE SOUTHEAST CORNER OF
 LB0247'DEAN COWLES PROPERTY.  ADDRESS IS RT 1, DENVER IN 46926.  STATION IS
 LB0247'PROBABLY IN STATE HIGHWAY RIGHT-OF-WAY, CONTACT INDOT, HENRY ALDRIDGE,
 LB0247'100 N. SENATE AVENUE, INDIANAPOLIS, IN 46204-2249, PHONE 317-232-3166.
 LB0247
 LB0247                          STATION RECOVERY (2006)
 LB0247
 LB0247'RECOVERY NOTE BY DAVID EVANS AND ASSOCIATES INC 2006 (CF)
 LB0247'RECOVERED AS DESCRIBED
 LB0247
 LB0247                          STATION RECOVERY (2011)
 LB0247
 LB0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0247'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB0247
 LB0247                          STATION RECOVERY (2018)
 LB0247
 LB0247'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LB0247'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0177 ***********************************************************************
 LB0177  DESIGNATION -  T 181
 LB0177  PID         -  LB0177
 LB0177  STATE/COUNTY-  IN/CASS
 LB0177  COUNTRY     -  US
 LB0177  USGS QUAD   -  TWELVE MILE (2019)
 LB0177
 LB0177                         *CURRENT SURVEY CONTROL
 LB0177  ______________________________________________________________________
 LB0177* NAD 83(1986) POSITION- 40 52 24.     (N) 086 13 29.     (W)   SCALED
 LB0177* NAVD 88 ORTHO HEIGHT -   244.596 (meters)      802.48  (feet) ADJUSTED
 LB0177  ______________________________________________________________________
 LB0177  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LB0177  DYNAMIC HEIGHT  -        244.485 (meters)      802.11  (feet) COMP
 LB0177  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 LB0177
 LB0177  VERT ORDER      -  SECOND    CLASS 0
 LB0177
 LB0177.The horizontal coordinates were scaled from a map and have
 LB0177.an estimated accuracy of +/- 6 seconds.
 LB0177
 LB0177.The orthometric height was determined by differential leveling and
 LB0177.adjusted by the NATIONAL GEODETIC SURVEY
 LB0177.in June 1991.
 LB0177
 LB0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0177.GEOID18 height accuracy estimate available here.
 LB0177
 LB0177.Click photographs - Photos may exist for this station.
 LB0177
 LB0177.The dynamic height is computed by dividing the NAVD 88
 LB0177.geopotential number by the normal gravity value computed on the
 LB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0177.degrees latitude (g = 980.6199 gals.).
 LB0177
 LB0177.The modeled gravity was interpolated from observed gravity values.
 LB0177
 LB0177;                    North         East    Units  Estimated Accuracy
 LB0177;SPC IN E     -   624,640.       52,960.      MT  (+/- 180 meters Scaled)
 LB0177
 LB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653249(NAD 83)
 LB0177
 LB0177                          SUPERSEDED SURVEY CONTROL
 LB0177
 LB0177  NGVD 29 (??/??/92)  244.715  (m)          802.87   (f) ADJ UNCH    2 0
 LB0177
 LB0177.Superseded values are not recommended for survey control.
 LB0177
 LB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0177.See file dsdata.pdf to determine how the superseded data were derived.
 LB0177
 LB0177_MARKER: DB = BENCH MARK DISK
 LB0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0177_STAMPING: T 181 1946
 LB0177_MARK LOGO: CGS
 LB0177_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0177+STABILITY: SURFACE MOTION
 LB0177
 LB0177  HISTORY     - Date     Condition        Report By
 LB0177  HISTORY     - 1946     MONUMENTED       CGS
 LB0177  HISTORY     - 20071119 MARK NOT FOUND   BFSINC
 LB0177
 LB0177                          STATION DESCRIPTION
 LB0177
 LB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0177'0.6 MI N FROM TWELVE MILE.
 LB0177'ABOUT 0.55 MILES NORTH ALONG A ROAD LEADING TO FULTON FROM THE
 LB0177'SCHOOL AT TWELVE MILE, SET IN THE NORTHEAST QUARTER OF THE
 LB0177'INTERSECTION OF THE CHESAPEAKE AND OHIO RAILROAD, 256 FEET
 LB0177'NORTHWEST AND ACROSS THE TRACK FROM MILE POST 175, 66 FEET NORTHEAST
 LB0177'OF THE NORTHEAST RAIL OF THE TRACK, 27 FEET EAST OF THE CENTER LINE
 LB0177'OF THE ROAD, 21 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 LB0177'SOUTHWEST OF A FENCE LINE, 2 FEET ABOVE THE CROSSING, AND SET
 LB0177'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0177
 LB0177                          STATION RECOVERY (2007)
 LB0177
 LB0177'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 LB0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0183 ***********************************************************************
 LB0183  DESIGNATION -  T 182
 LB0183  PID         -  LB0183
 LB0183  STATE/COUNTY-  IN/CASS
 LB0183  COUNTRY     -  US
 LB0183  USGS QUAD   -  TWELVE MILE (2019)
 LB0183
 LB0183                         *CURRENT SURVEY CONTROL
 LB0183  ______________________________________________________________________
 LB0183* NAD 83(1986) POSITION- 40 48 28.     (N) 086 12 00.     (W)   SCALED
 LB0183* NAVD 88 ORTHO HEIGHT -   206.909 (meters)      678.83  (feet) ADJUSTED
 LB0183  ______________________________________________________________________
 LB0183  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LB0183  DYNAMIC HEIGHT  -        206.812 (meters)      678.52  (feet) COMP
 LB0183  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 LB0183
 LB0183  VERT ORDER      -  SECOND    CLASS 0
 LB0183
 LB0183.The horizontal coordinates were scaled from a map and have
 LB0183.an estimated accuracy of +/- 6 seconds.
 LB0183
 LB0183.The orthometric height was determined by differential leveling and
 LB0183.adjusted by the NATIONAL GEODETIC SURVEY
 LB0183.in June 1991.
 LB0183
 LB0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0183.GEOID18 height accuracy estimate available here.
 LB0183
 LB0183.Click photographs - Photos may exist for this station.
 LB0183
 LB0183.The dynamic height is computed by dividing the NAVD 88
 LB0183.geopotential number by the normal gravity value computed on the
 LB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0183.degrees latitude (g = 980.6199 gals.).
 LB0183
 LB0183.The modeled gravity was interpolated from observed gravity values.
 LB0183
 LB0183;                    North         East    Units  Estimated Accuracy
 LB0183;SPC IN E     -   617,350.       55,000.      MT  (+/- 180 meters Scaled)
 LB0183
 LB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL674177(NAD 83)
 LB0183
 LB0183                          SUPERSEDED SURVEY CONTROL
 LB0183
 LB0183  NGVD 29 (??/??/92)  207.029  (m)          679.23   (f) ADJ UNCH    2 0
 LB0183
 LB0183.Superseded values are not recommended for survey control.
 LB0183
 LB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0183.See file dsdata.pdf to determine how the superseded data were derived.
 LB0183
 LB0183_MARKER: DB = BENCH MARK DISK
 LB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0183_STAMPING: T 182 1946
 LB0183_MARK LOGO: CGS
 LB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0183+STABILITY: SURFACE MOTION
 LB0183
 LB0183  HISTORY     - Date     Condition        Report By
 LB0183  HISTORY     - 1946     MONUMENTED       CGS
 LB0183  HISTORY     - 1969     GOOD             BRADY
 LB0183  HISTORY     - 1989     GOOD             USPSQD
 LB0183
 LB0183                          STATION DESCRIPTION
 LB0183
 LB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0183'AT HOOVERS.
 LB0183'AT HOOVERS, AT THE SOUTHWEST CORNER OF THE M.E. CHURCH, 43 FEET
 LB0183'EAST OF THE CENTER LINE OF THE HOOVERS-NEW WAVERLY ROAD, 1.5 FOOT
 LB0183'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, AND SET IN THE
 LB0183'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0183
 LB0183                          STATION RECOVERY (1969)
 LB0183
 LB0183'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0183'RECOVERED IN GOOD CONDITION.
 LB0183
 LB0183                          STATION RECOVERY (1989)
 LB0183
 LB0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1695 ***********************************************************************
 LA1695  DESIGNATION -  T 183
 LA1695  PID         -  LA1695
 LA1695  STATE/COUNTY-  IN/WABASH
 LA1695  COUNTRY     -  US
 LA1695  USGS QUAD   -  RICHVALLEY (2019)
 LA1695
 LA1695                         *CURRENT SURVEY CONTROL
 LA1695  ______________________________________________________________________
 LA1695* NAD 83(1986) POSITION- 40 48 45.     (N) 085 55 21.     (W)   SCALED
 LA1695* NAVD 88 ORTHO HEIGHT -   233.150 (meters)      764.93  (feet) ADJUSTED
 LA1695  ______________________________________________________________________
 LA1695  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 LA1695  DYNAMIC HEIGHT  -        233.039 (meters)      764.56  (feet) COMP
 LA1695  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 LA1695
 LA1695  VERT ORDER      -  SECOND    CLASS 0
 LA1695
 LA1695.The horizontal coordinates were scaled from a map and have
 LA1695.an estimated accuracy of +/- 6 seconds.
 LA1695
 LA1695.The orthometric height was determined by differential leveling and
 LA1695.adjusted by the NATIONAL GEODETIC SURVEY
 LA1695.in June 1991.
 LA1695
 LA1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1695.GEOID18 height accuracy estimate available here.
 LA1695
 LA1695.Click photographs - Photos may exist for this station.
 LA1695
 LA1695.The dynamic height is computed by dividing the NAVD 88
 LA1695.geopotential number by the normal gravity value computed on the
 LA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1695.degrees latitude (g = 980.6199 gals.).
 LA1695
 LA1695.The modeled gravity was interpolated from observed gravity values.
 LA1695
 LA1695;                    North         East    Units  Estimated Accuracy
 LA1695;SPC IN E     -   617,770.       78,420.      MT  (+/- 180 meters Scaled)
 LA1695
 LA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL908185(NAD 83)
 LA1695
 LA1695                          SUPERSEDED SURVEY CONTROL
 LA1695
 LA1695  NGVD 29 (??/??/92)  233.272  (m)          765.33   (f) ADJ UNCH    2 0
 LA1695
 LA1695.Superseded values are not recommended for survey control.
 LA1695
 LA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1695.See file dsdata.pdf to determine how the superseded data were derived.
 LA1695
 LA1695_MARKER: DB = BENCH MARK DISK
 LA1695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1695_SP_SET: BRIDGE
 LA1695_STAMPING: T 183 1946
 LA1695_MARK LOGO: CGS
 LA1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1695
 LA1695  HISTORY     - Date     Condition        Report By
 LA1695  HISTORY     - 1946     MONUMENTED       CGS
 LA1695
 LA1695                          STATION DESCRIPTION
 LA1695
 LA1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1695'2 MI N FROM RICHVALLEY.
 LA1695'ABOUT 2.0 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO ROANN
 LA1695'FROM THE WABASH RAILWAY STATION AT RICHVALLEY, ABOUT 0.25 MILE
 LA1695'NORTH OF AN EAST-WEST CROSS ROAD, SET IN THE TOP OF THE SOUTH
 LA1695'END OF THE EAST CONCRETE BRIDGE RAILING OF A 10 FOOT CONCRETE
 LA1695'BRIDGE OVER A SMALL STREAM, 14 FEET EAST OF THE CENTER LINE OF
 LA1695'THE ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE RAILING, AND ABOUT
 LA1695'1.5 FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0244 ***********************************************************************
 ME0244  DESIGNATION -  T 184
 ME0244  PID         -  ME0244
 ME0244  STATE/COUNTY-  IN/MARSHALL
 ME0244  COUNTRY     -  US
 ME0244  USGS QUAD   -  INWOOD (2019)
 ME0244
 ME0244                         *CURRENT SURVEY CONTROL
 ME0244  ______________________________________________________________________
 ME0244* NAD 83(1986) POSITION- 41 18 28.     (N) 086 10 10.     (W)   SCALED
 ME0244* NAVD 88 ORTHO HEIGHT -   256.888 (meters)      842.81  (feet) ADJUSTED
 ME0244  ______________________________________________________________________
 ME0244  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 ME0244  DYNAMIC HEIGHT  -        256.780 (meters)      842.45  (feet) COMP
 ME0244  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 ME0244
 ME0244  VERT ORDER      -  FIRST     CLASS I
 ME0244
 ME0244.The horizontal coordinates were scaled from a map and have
 ME0244.an estimated accuracy of +/- 6 seconds.
 ME0244
 ME0244.The orthometric height was determined by differential leveling and
 ME0244.adjusted by the NATIONAL GEODETIC SURVEY
 ME0244.in April 1995.
 ME0244
 ME0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0244.GEOID18 height accuracy estimate available here.
 ME0244
 ME0244.Click photographs - Photos may exist for this station.
 ME0244
 ME0244.The dynamic height is computed by dividing the NAVD 88
 ME0244.geopotential number by the normal gravity value computed on the
 ME0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0244.degrees latitude (g = 980.6199 gals.).
 ME0244
 ME0244.The modeled gravity was interpolated from observed gravity values.
 ME0244
 ME0244;                    North         East    Units  Estimated Accuracy
 ME0244;SPC IN E     -   672,860.       57,900.      MT  (+/- 180 meters Scaled)
 ME0244
 ME0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL695732(NAD 83)
 ME0244
 ME0244                          SUPERSEDED SURVEY CONTROL
 ME0244
 ME0244  NAVD 88 (06/15/91)  256.891  (m)          842.82   (f) SUPERSEDED  1 1
 ME0244  NGVD 29 (01/19/93)  257.014  (m)          843.22   (f) ADJUSTED    1 1
 ME0244  NGVD 29 (??/??/92)  257.014  (m)          843.22   (f) SUPERSEDED  1 1
 ME0244
 ME0244.Superseded values are not recommended for survey control.
 ME0244
 ME0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0244.See file dsdata.pdf to determine how the superseded data were derived.
 ME0244
 ME0244_MARKER: DB = BENCH MARK DISK
 ME0244_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0244_SP_SET: FOOTING
 ME0244_STAMPING: T 184 1946
 ME0244_MARK LOGO: CGS
 ME0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0244+STABILITY: SURFACE MOTION
 ME0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0244+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0244
 ME0244  HISTORY     - Date     Condition        Report By
 ME0244  HISTORY     - 1946     MONUMENTED       CGS
 ME0244  HISTORY     - 1968     GOOD             CGS
 ME0244  HISTORY     - 1983     GOOD             USPSQD
 ME0244  HISTORY     - 19920909 GOOD             NGS
 ME0244  HISTORY     - 20080605 POOR             GEOCAC
 ME0244
 ME0244                          STATION DESCRIPTION
 ME0244
 ME0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0244'1.8 MI SE FROM INWOOD.
 ME0244'ABOUT 1.8 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0244'THE CROSSING OF HAWTHORN ROAD AT INWOOD, ABOUT 2 1/2 RAILS
 ME0244'NORTHWEST OF MILEPOST 376, SET VERTICALLY IN THE SOUTH FACE OF A
 ME0244'3 1/2 FOOT SQUARE CONCRETE BASE FOR SEMAPHOE 376.1, 7.1 FEET
 ME0244'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 6 INCHES
 ME0244'ABOVE THE LEVEL OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE
 ME0244'TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 2.9 MILES NORTHWEST
 ME0244'ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF STATE
 ME0244'HIGHWAY 331 AT BOURBON.  SEC 15, T 33 N, R 3 E.
 ME0244
 ME0244                          STATION RECOVERY (1983)
 ME0244
 ME0244'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0244'RECOVERED IN GOOD CONDITION.
 ME0244
 ME0244                          STATION RECOVERY (1992)
 ME0244
 ME0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0244'11.9 KM (7.40 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0244'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, SET
 ME0244'VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE FOOTING FOR A
 ME0244'RAILROAD SIGNAL (SIGNAL REMOVED), 28.2 M (92.5 FT) NORTH OF MILEPOST
 ME0244'376, 6.1 M (20.0 FT) NORTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW
 ME0244'THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 ME0244
 ME0244                          STATION RECOVERY (2008)
 ME0244
 ME0244'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME0244'ONLY PART OF SETTING REMAINS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1582 ***********************************************************************
 LA1582  DESIGNATION -  T 185
 LA1582  PID         -  LA1582
 LA1582  STATE/COUNTY-  IN/GRANT
 LA1582  COUNTRY     -  US
 LA1582  USGS QUAD   -  MARION (2019)
 LA1582
 LA1582                         *CURRENT SURVEY CONTROL
 LA1582  ______________________________________________________________________
 LA1582* NAD 83(1986) POSITION- 40 30 15.     (N) 085 38 33.     (W)   SCALED
 LA1582* NAVD 88 ORTHO HEIGHT -   260.172 (meters)      853.58  (feet) ADJUSTED
 LA1582  ______________________________________________________________________
 LA1582  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 LA1582  DYNAMIC HEIGHT  -        260.039 (meters)      853.14  (feet) COMP
 LA1582  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 LA1582
 LA1582  VERT ORDER      -  FIRST     CLASS II
 LA1582
 LA1582.The horizontal coordinates were scaled from a map and have
 LA1582.an estimated accuracy of +/- 6 seconds.
 LA1582
 LA1582.The orthometric height was determined by differential leveling and
 LA1582.adjusted by the NATIONAL GEODETIC SURVEY
 LA1582.in June 1991.
 LA1582
 LA1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1582.GEOID18 height accuracy estimate available here.
 LA1582
 LA1582.Click photographs - Photos may exist for this station.
 LA1582
 LA1582.The dynamic height is computed by dividing the NAVD 88
 LA1582.geopotential number by the normal gravity value computed on the
 LA1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1582.degrees latitude (g = 980.6199 gals.).
 LA1582
 LA1582.The modeled gravity was interpolated from observed gravity values.
 LA1582
 LA1582;                    North         East    Units  Estimated Accuracy
 LA1582;SPC IN E     -   583,500.      102,050.      MT  (+/- 180 meters Scaled)
 LA1582
 LA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150846(NAD 83)
 LA1582
 LA1582                          SUPERSEDED SURVEY CONTROL
 LA1582
 LA1582  NGVD 29 (??/??/92)  260.304  (m)          854.01   (f) ADJ UNCH    1 2
 LA1582
 LA1582.Superseded values are not recommended for survey control.
 LA1582
 LA1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1582.See file dsdata.pdf to determine how the superseded data were derived.
 LA1582
 LA1582_MARKER: DB = BENCH MARK DISK
 LA1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1582_STAMPING: T 185 1946
 LA1582_MARK LOGO: CGS
 LA1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1582+STABILITY: SURFACE MOTION
 LA1582
 LA1582  HISTORY     - Date     Condition        Report By
 LA1582  HISTORY     - 1946     MONUMENTED       CGS
 LA1582  HISTORY     - 1977     GOOD             DOD
 LA1582
 LA1582                          STATION DESCRIPTION
 LA1582
 LA1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1582'1.8 MI N FROM JONESBORO.
 LA1582'ABOUT 1.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1582'STATION AT JONESBORO, SET IN THE SOUTHWEST QUARTER OF THE CROSSING
 LA1582'OF STATE HIGHWAY 21, 81 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LA1582'HIGHWAY, 36 FEET WEST OF THE WEST RAIL OF THE TRACK, 16.5 FEET
 LA1582'SOUTH OF THE SOUTH CORNER OF A 3-BY 4-FOOT CONCRETE TELEPHONE
 LA1582'BOX, 12 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 6.5 FEET SOUTH
 LA1582'OF THE SECOND POLE SOUTH OF POLE 136/20, IN LINE WITH THE ROW OF
 LA1582'POLES, ABOUT LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A
 LA1582'CONCRETE POST PROJECTING 6 IN.
 LA1582
 LA1582                          STATION RECOVERY (1977)
 LA1582
 LA1582'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1080 ***********************************************************************
 MD1080  DESIGNATION -  T 186
 MD1080  PID         -  MD1080
 MD1080  STATE/COUNTY-  IN/WHITLEY
 MD1080  COUNTRY     -  US
 MD1080  USGS QUAD   -  PIERCETON (2019)
 MD1080
 MD1080                         *CURRENT SURVEY CONTROL
 MD1080  ______________________________________________________________________
 MD1080* NAD 83(1986) POSITION- 41 09 43.     (N) 085 38 06.     (W)   SCALED
 MD1080* NAVD 88 ORTHO HEIGHT -   277.568 (meters)      910.65  (feet) ADJUSTED
 MD1080  ______________________________________________________________________
 MD1080  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 MD1080  DYNAMIC HEIGHT  -        277.452 (meters)      910.27  (feet) COMP
 MD1080  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 MD1080
 MD1080  VERT ORDER      -  SECOND    CLASS 0
 MD1080
 MD1080.The horizontal coordinates were scaled from a map and have
 MD1080.an estimated accuracy of +/- 6 seconds.
 MD1080
 MD1080.The orthometric height was determined by differential leveling and
 MD1080.adjusted by the NATIONAL GEODETIC SURVEY
 MD1080.in June 1991.
 MD1080
 MD1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1080.GEOID18 height accuracy estimate available here.
 MD1080
 MD1080.Click photographs - Photos may exist for this station.
 MD1080
 MD1080.The dynamic height is computed by dividing the NAVD 88
 MD1080.geopotential number by the normal gravity value computed on the
 MD1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1080.degrees latitude (g = 980.6199 gals.).
 MD1080
 MD1080.The modeled gravity was interpolated from observed gravity values.
 MD1080
 MD1080;                    North         East    Units  Estimated Accuracy
 MD1080;SPC IN E     -   656,540.      102,660.      MT  (+/- 180 meters Scaled)
 MD1080
 MD1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL145576(NAD 83)
 MD1080
 MD1080                          SUPERSEDED SURVEY CONTROL
 MD1080
 MD1080  NGVD 29 (??/??/92)  277.696  (m)          911.07   (f) ADJ UNCH    2 0
 MD1080
 MD1080.Superseded values are not recommended for survey control.
 MD1080
 MD1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1080.See file dsdata.pdf to determine how the superseded data were derived.
 MD1080
 MD1080_MARKER: DB = BENCH MARK DISK
 MD1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1080_STAMPING: T 186 1946
 MD1080_MARK LOGO: CGS
 MD1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1080+STABILITY: SURFACE MOTION
 MD1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1080+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD1080
 MD1080  HISTORY     - Date     Condition        Report By
 MD1080  HISTORY     - 1946     MONUMENTED       CGS
 MD1080  HISTORY     - 1961     GOOD             CGS
 MD1080  HISTORY     - 19921007 GOOD             NGS
 MD1080
 MD1080                          STATION DESCRIPTION
 MD1080
 MD1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1080'1.6 MI SW FROM LARWILL.
 MD1080'ABOUT 0.5 MILE W AND 1.1 MILES S ALONG NO. 5 INDIANA HIGHWAY
 MD1080'FROM THE PENNSYLVANIA RAILROAD CROSSING IN LARWILL, IN THE SW
 MD1080'ANGLE OF THE INTERSECTION OF DIVISION ROAD AND THE HWY., 56 FEET
 MD1080'S OF THE CENTER LINE OF THE ROAD, 41 FEET SW OF CENTER LINE OF
 MD1080'18-FOOT ASPHALT HIGHWAY, 3.1 FEET LOWER THAN THE INTERSECTION,
 MD1080'38 FEET SE OF A FENCE CORNER, 1.5 FEET NE OF THE FENCE, 1.8 FEET
 MD1080'SW OF STEEL WITNESS POST, AND PROJECTING 0.4 FOOT ABOVE GROUND.
 MD1080
 MD1080                          STATION RECOVERY (1992)
 MD1080
 MD1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1080'2.7 KM (1.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 5 FROM THE
 MD1080'JUNCTION OF THE CONRAIL RAILROAD IN LARWILL, 18.3 M (60.0 FT)
 MD1080'SOUTHEAST OF THE CENTER OF DIVISION ROAD, 12.3 M (40.4 FT) SOUTHWEST
 MD1080'OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) NORTHEAST OF A FENCE, 0.3 M
 MD1080'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF
 MD1080'A WITNESS POST, AND THE MONUMENT PROJECTS 0.11 M (0.36 FT) ABOVE THE
 MD1080'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1711 ***********************************************************************
 LA1711  DESIGNATION -  T 187
 LA1711  PID         -  LA1711
 LA1711  STATE/COUNTY-  IN/WABASH
 LA1711  COUNTRY     -  US
 LA1711  USGS QUAD   -  SERVIA (2019)
 LA1711
 LA1711                         *CURRENT SURVEY CONTROL
 LA1711  ______________________________________________________________________
 LA1711* NAD 83(1986) POSITION- 40 54 50.     (N) 085 42 03.     (W)   SCALED
 LA1711* NAVD 88 ORTHO HEIGHT -   269.916 (meters)      885.55  (feet) ADJUSTED
 LA1711  ______________________________________________________________________
 LA1711  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 LA1711  DYNAMIC HEIGHT  -        269.790 (meters)      885.14  (feet) COMP
 LA1711  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 LA1711
 LA1711  VERT ORDER      -  SECOND    CLASS 0
 LA1711
 LA1711.The horizontal coordinates were scaled from a map and have
 LA1711.an estimated accuracy of +/- 6 seconds.
 LA1711
 LA1711.The orthometric height was determined by differential leveling and
 LA1711.adjusted by the NATIONAL GEODETIC SURVEY
 LA1711.in June 1991.
 LA1711
 LA1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1711.GEOID18 height accuracy estimate available here.
 LA1711
 LA1711.Click photographs - Photos may exist for this station.
 LA1711
 LA1711.The dynamic height is computed by dividing the NAVD 88
 LA1711.geopotential number by the normal gravity value computed on the
 LA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1711.degrees latitude (g = 980.6199 gals.).
 LA1711
 LA1711.The modeled gravity was interpolated from observed gravity values.
 LA1711
 LA1711;                    North         East    Units  Estimated Accuracy
 LA1711;SPC IN E     -   629,000.       97,120.      MT  (+/- 180 meters Scaled)
 LA1711
 LA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL094300(NAD 83)
 LA1711
 LA1711                          SUPERSEDED SURVEY CONTROL
 LA1711
 LA1711  NGVD 29 (??/??/92)  270.041  (m)          885.96   (f) ADJ UNCH    2 0
 LA1711
 LA1711.Superseded values are not recommended for survey control.
 LA1711
 LA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1711.See file dsdata.pdf to determine how the superseded data were derived.
 LA1711
 LA1711_MARKER: DB = BENCH MARK DISK
 LA1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1711_STAMPING: T 187 1946
 LA1711_MARK LOGO: CGS
 LA1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1711+STABILITY: SURFACE MOTION
 LA1711
 LA1711  HISTORY     - Date     Condition        Report By
 LA1711  HISTORY     - 1946     MONUMENTED       CGS
 LA1711
 LA1711                          STATION DESCRIPTION
 LA1711
 LA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1711'5.8 MI NE FROM URBANA.
 LA1711'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1711'STATION AT URBANA, THENCE 4.7 MILES EAST ALONG STATE HIGHWAY 16,
 LA1711'IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL ROAD
 LA1711'INTERSECTION, 115 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 LA1711'SOUTHEAST CORNER OF A WHITE FARM HOUSE, 95 FEET WEST OF THE
 LA1711'CENTER LINE OF THE GRAVEL ROAD, 19 FEET SOUTH OF THE CENTER LINE
 LA1711'OF THE HIGHWAY, 23 FEET WEST OF A 14-INCH LOCUST TREE, 1 FOOT
 LA1711'SOUTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL
 LA1711'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1711'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2480 ***********************************************************************
 LA2480  DESIGNATION -  T 188 RESET
 LA2480  PID         -  LA2480
 LA2480  STATE/COUNTY-  IN/ALLEN
 LA2480  COUNTRY     -  US
 LA2480  USGS QUAD   -  ZANESVILLE (2019)
 LA2480
 LA2480                         *CURRENT SURVEY CONTROL
 LA2480  ______________________________________________________________________
 LA2480* NAD 83(1986) POSITION- 40 55 01.     (N) 085 18 00.     (W)   SCALED
 LA2480* NAVD 88 ORTHO HEIGHT -   247.26  (meters)      811.2   (feet) RESET
 LA2480  ______________________________________________________________________
 LA2480  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 LA2480  VERT ORDER      -  THIRD
 LA2480
 LA2480.The horizontal coordinates were scaled from a map and have
 LA2480.an estimated accuracy of +/- 6 seconds.
 LA2480
 LA2480.The orthometric height was computed from unverified reset data.
 LA2480
 LA2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2480.GEOID18 height accuracy estimate available here.
 LA2480
 LA2480.Click photographs - Photos may exist for this station.
 LA2480
 LA2480;                    North         East    Units  Estimated Accuracy
 LA2480;SPC IN E     -   629,400.      130,890.      MT  (+/- 180 meters Scaled)
 LA2480
 LA2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL431309(NAD 83)
 LA2480
 LA2480                          SUPERSEDED SURVEY CONTROL
 LA2480
 LA2480  NGVD 29 (08/22/16)  247.40   (m)          811.7    (f) RESET       3  
 LA2480
 LA2480.Superseded values are not recommended for survey control.
 LA2480
 LA2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2480.See file dsdata.pdf to determine how the superseded data were derived.
 LA2480
 LA2480_MARKER: DV = VERTICAL CONTROL DISK
 LA2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2480_STAMPING: T 188 RESET 1984
 LA2480_MARK LOGO: NGS
 LA2480_PROJECTION: FLUSH
 LA2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2480+STABILITY: SURFACE MOTION
 LA2480
 LA2480  HISTORY     - Date     Condition        Report By
 LA2480  HISTORY     - 1984     MONUMENTED       NGS
 LA2480
 LA2480                          STATION DESCRIPTION
 LA2480
 LA2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LA2480'IN ZANESVILLE.
 LA2480'1.69 KM (1.05 MI) WEST ALONG SOUTH COUNTY LINE ROAD FROM ITS JUNCTION
 LA2480'WITH COUNTY ROUTE 300 W, OLD HIGHWAY 303, IN ZANESVILLE AT THE
 LA2480'JUNCTION OF ZUBRICK ROAD, 11.460 M (37.6 FT) NORTH FROM THE
 LA2480'CENTERLINE OF THE SOUTH CO. LINE ROAD, 16.6 M (54.5 FT) EAST FROM THE
 LA2480'CENTERLINE OF ZUBRICK ROAD, AND 0.31 M (1.0 FT) WEST FROM A WITNESS
 LA2480'POST AND A NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0960 ***********************************************************************
 MD0960  DESIGNATION -  T 189
 MD0960  PID         -  MD0960
 MD0960  STATE/COUNTY-  IN/WHITLEY
 MD0960  COUNTRY     -  US
 MD0960  USGS QUAD   -  LAUD (2019)
 MD0960
 MD0960                         *CURRENT SURVEY CONTROL
 MD0960  ______________________________________________________________________
 MD0960* NAD 83(1986) POSITION- 41 00 18.     (N) 085 27 06.     (W)   SCALED
 MD0960* NAVD 88 ORTHO HEIGHT -   264.139 (meters)      866.60  (feet) ADJUSTED
 MD0960  ______________________________________________________________________
 MD0960  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 MD0960  DYNAMIC HEIGHT  -        264.023 (meters)      866.22  (feet) COMP
 MD0960  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 MD0960
 MD0960  VERT ORDER      -  SECOND    CLASS 0
 MD0960
 MD0960.The horizontal coordinates were scaled from a map and have
 MD0960.an estimated accuracy of +/- 6 seconds.
 MD0960
 MD0960.The orthometric height was determined by differential leveling and
 MD0960.adjusted by the NATIONAL GEODETIC SURVEY
 MD0960.in June 1991.
 MD0960
 MD0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0960.GEOID18 height accuracy estimate available here.
 MD0960
 MD0960.Click photographs - Photos may exist for this station.
 MD0960
 MD0960.The dynamic height is computed by dividing the NAVD 88
 MD0960.geopotential number by the normal gravity value computed on the
 MD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0960.degrees latitude (g = 980.6199 gals.).
 MD0960
 MD0960.The modeled gravity was interpolated from observed gravity values.
 MD0960
 MD0960;                    North         East    Units  Estimated Accuracy
 MD0960;SPC IN E     -   639,140.      118,090.      MT  (+/- 180 meters Scaled)
 MD0960
 MD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL302404(NAD 83)
 MD0960
 MD0960                          SUPERSEDED SURVEY CONTROL
 MD0960
 MD0960  NGVD 29 (??/??/92)  264.278  (m)          867.05   (f) ADJ UNCH    2 0
 MD0960
 MD0960.Superseded values are not recommended for survey control.
 MD0960
 MD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0960.See file dsdata.pdf to determine how the superseded data were derived.
 MD0960
 MD0960_MARKER: DB = BENCH MARK DISK
 MD0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0960_STAMPING: T 189 1946
 MD0960_MARK LOGO: CGS
 MD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0960+STABILITY: SURFACE MOTION
 MD0960
 MD0960  HISTORY     - Date     Condition        Report By
 MD0960  HISTORY     - 1946     MONUMENTED       CGS
 MD0960  HISTORY     - 1961     GOOD             CGS
 MD0960  HISTORY     - 1968     GOOD             CGS
 MD0960
 MD0960                          STATION DESCRIPTION
 MD0960
 MD0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0960'6.4 MI E FROM HUNTINGTON.
 MD0960'ABOUT 6.4 MILES E ALONG NO. 114 INDIANA HIGHWAY FROM ITS
 MD0960'INTERSECTION WITH NO. 5 INDIANA HWY. AT LUTHER, OR 1.0 MILE
 MD0960'E OF ITS INTERSECTION WITH NO. 9 INDIANA HWY., 70 FEET E OF
 MD0960'CENTER LINE OF GRAVEL ROAD THAT IS NO. 200 E IN WHITLEY COUNTY AND
 MD0960'MERIDIAN ROAD IN HUNTINGTON COUNTY, 49 FEET E OF A FENCE CORNER,
 MD0960'38 FEET S OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT,
 MD0960'0.5 FOOT LOWER THAN SAME, 1-1/2 FEET N OF THE FENCE, 1.4 FEET
 MD0960'WSW OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0960'NOTE-- WITNESS POST 13 INCHES FROM FENCE ON SOUTH SIDE OF
 MD0960'ROAD AND 14 1/2 INCHES EAST OF CENTER OF BRONZE DISK.
 MD0960
 MD0960                          STATION RECOVERY (1968)
 MD0960
 MD0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0909 ***********************************************************************
 ME0909  DESIGNATION -  T 19
 ME0909  PID         -  ME0909
 ME0909  STATE/COUNTY-  IN/LA PORTE
 ME0909  COUNTRY     -  US
 ME0909  USGS QUAD   -  NEW CARLISLE (2019)
 ME0909
 ME0909                         *CURRENT SURVEY CONTROL
 ME0909  ______________________________________________________________________
 ME0909* NAD 83(1986) POSITION- 41 41 23.     (N) 086 35 01.     (W)   SCALED
 ME0909* NAVD 88 ORTHO HEIGHT -   251.833 (meters)      826.22  (feet) ADJUSTED
 ME0909  ______________________________________________________________________
 ME0909  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 ME0909  DYNAMIC HEIGHT  -        251.737 (meters)      825.91  (feet) COMP
 ME0909  MODELED GRAVITY -    980,234.5   (mgal)                       NAVD 88
 ME0909
 ME0909  VERT ORDER      -  SECOND    CLASS 0
 ME0909
 ME0909.The horizontal coordinates were scaled from a map and have
 ME0909.an estimated accuracy of +/- 6 seconds.
 ME0909
 ME0909.The orthometric height was determined by differential leveling and
 ME0909.adjusted by the NATIONAL GEODETIC SURVEY
 ME0909.in June 1991.
 ME0909
 ME0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0909.GEOID18 height accuracy estimate available here.
 ME0909
 ME0909.Click photographs - Photos may exist for this station.
 ME0909
 ME0909.The dynamic height is computed by dividing the NAVD 88
 ME0909.geopotential number by the normal gravity value computed on the
 ME0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0909.degrees latitude (g = 980.6199 gals.).
 ME0909
 ME0909.The modeled gravity was interpolated from observed gravity values.
 ME0909
 ME0909;                    North         East    Units  Estimated Accuracy
 ME0909;SPC IN W     -   715,280.      941,600.      MT  (+/- 180 meters Scaled)
 ME0909
 ME0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM346154(NAD 83)
 ME0909
 ME0909                          SUPERSEDED SURVEY CONTROL
 ME0909
 ME0909  NGVD 29 (??/??/92)  251.935  (m)          826.56   (f) ADJ UNCH    2 0
 ME0909
 ME0909.Superseded values are not recommended for survey control.
 ME0909
 ME0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0909.See file dsdata.pdf to determine how the superseded data were derived.
 ME0909
 ME0909_MARKER: DB = BENCH MARK DISK
 ME0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0909_STAMPING: T 19 1934
 ME0909_MARK LOGO: CGS
 ME0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0909+STABILITY: SURFACE MOTION
 ME0909
 ME0909  HISTORY     - Date     Condition        Report By
 ME0909  HISTORY     - 1934     MONUMENTED       CGS
 ME0909  HISTORY     - 1946     POOR             CGS
 ME0909  HISTORY     - 1958     POOR             USGS
 ME0909  HISTORY     - 20150413 MARK NOT FOUND   INDOT
 ME0909
 ME0909                          STATION DESCRIPTION
 ME0909
 ME0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0909'9 MI E FROM LA PORTE.
 ME0909'9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ME0909'AT LA PORTE, LA PORTE COUNTY, AT HUNTS, 4 RAILS EAST OF SEMAPHORE
 ME0909'471.1, IN THE NORTHWEST ANGLE OF A GRAVEL-ROAD CROSSING, 9 YARDS
 ME0909'WEST OF THE WEST EDGE OF THE ROAD, 9 YARDS NORTH OF THE NORTH
 ME0909'RAIL OF THE WEST-BOUND TRACK, AND LEVEL WITH THE BASE OF THE RAIL.
 ME0909'A STANDARD DISK, STAMPED T 19 1934 AND SET IN THE TOP OF A
 ME0909'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ME0909
 ME0909                          STATION RECOVERY (1958)
 ME0909
 ME0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0909'MARK RECOVERED IN POOR CONDITION.
 ME0909
 ME0909                          STATION RECOVERY (2015)
 ME0909
 ME0909'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0909'NEW SIGNAL BOX AND CONSTRUCTION IN THE AREA. MOST LIKELY HAS BEEN
 ME0909'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0286 ***********************************************************************
 LB0286  DESIGNATION -  T 190 RESET
 LB0286  PID         -  LB0286
 LB0286  STATE/COUNTY-  IN/MIAMI
 LB0286  COUNTRY     -  US
 LB0286  USGS QUAD   -  GALVESTON (2019)
 LB0286
 LB0286                         *CURRENT SURVEY CONTROL
 LB0286  ______________________________________________________________________
 LB0286* NAD 83(1986) POSITION- 40 37 19.     (N) 086 07 41.     (W)   SCALED
 LB0286* NAVD 88 ORTHO HEIGHT -   241.76  (meters)      793.2   (feet) RESET
 LB0286  ______________________________________________________________________
 LB0286  GEOID HEIGHT    -        -34.341 (meters)                     GEOID18
 LB0286  VERT ORDER      -  THIRD
 LB0286
 LB0286.The horizontal coordinates were scaled from a map and have
 LB0286.an estimated accuracy of +/- 6 seconds.
 LB0286
 LB0286.The orthometric height was computed from unverified reset data.
 LB0286
 LB0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0286.GEOID18 height accuracy estimate available here.
 LB0286
 LB0286.Click photographs - Photos may exist for this station.
 LB0286
 LB0286;                    North         East    Units  Estimated Accuracy
 LB0286;SPC IN E     -   596,680.       60,960.      MT  (+/- 180 meters Scaled)
 LB0286
 LB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737971(NAD 83)
 LB0286
 LB0286                          SUPERSEDED SURVEY CONTROL
 LB0286
 LB0286.No superseded survey control is available for this station.
 LB0286
 LB0286_MARKER: DB = BENCH MARK DISK
 LB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0286_STAMPING: T 190 RESET 1970
 LB0286_MARK LOGO: CGS
 LB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0286+STABILITY: SURFACE MOTION
 LB0286
 LB0286  HISTORY     - Date     Condition        Report By
 LB0286  HISTORY     - 1970     MONUMENTED       NGS
 LB0286
 LB0286                          STATION DESCRIPTION
 LB0286
 LB0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB0286'3.4 MI NW FROM BENNETTS SWITCH.
 LB0286'0.8 MILES WEST ALONG STATE HIGHWAY 18 FROM BENNETTS SWITCH,
 LB0286'THENCE NORTH ALONG U.S. HIGHWAY 31 FOR 2.55 MILES TO THE MARK
 LB0286'ON THE LEFT, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB0286'BARN, 1 FOOT SOUTH OF A POWER POLE, 1 FOOT SOUTHEAST OF A
 LB0286'METAL WITNESS POST 63 FEET WEST OF THE CENTERLINE OF THE
 LB0286'SOUTH BOUND LANE OF U.S. HIGHWAY 31, SET IN THE TOP OF A ROUND
 LB0286'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1885 ***********************************************************************
 LA1885  DESIGNATION -  T 191
 LA1885  PID         -  LA1885
 LA1885  STATE/COUNTY-  IN/GRANT
 LA1885  COUNTRY     -  US
 LA1885  USGS QUAD   -  SWEETSER (2019)
 LA1885
 LA1885                         *CURRENT SURVEY CONTROL
 LA1885  ______________________________________________________________________
 LA1885* NAD 83(1986) POSITION- 40 34 22.     (N) 085 50 14.     (W)   SCALED
 LA1885* NAVD 88 ORTHO HEIGHT -   253.939 (meters)      833.13  (feet) ADJUSTED
 LA1885  ______________________________________________________________________
 LA1885  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 LA1885  DYNAMIC HEIGHT  -        253.809 (meters)      832.71  (feet) COMP
 LA1885  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 LA1885
 LA1885  VERT ORDER      -  SECOND    CLASS 0
 LA1885
 LA1885.The horizontal coordinates were scaled from a map and have
 LA1885.an estimated accuracy of +/- 6 seconds.
 LA1885
 LA1885.The orthometric height was determined by differential leveling and
 LA1885.adjusted by the NATIONAL GEODETIC SURVEY
 LA1885.in June 1991.
 LA1885
 LA1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1885.GEOID18 height accuracy estimate available here.
 LA1885
 LA1885.Click photographs - Photos may exist for this station.
 LA1885
 LA1885.The dynamic height is computed by dividing the NAVD 88
 LA1885.geopotential number by the normal gravity value computed on the
 LA1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1885.degrees latitude (g = 980.6199 gals.).
 LA1885
 LA1885.The modeled gravity was interpolated from observed gravity values.
 LA1885
 LA1885;                    North         East    Units  Estimated Accuracy
 LA1885;SPC IN E     -   591,130.       85,560.      MT  (+/- 180 meters Scaled)
 LA1885
 LA1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK984919(NAD 83)
 LA1885
 LA1885                          SUPERSEDED SURVEY CONTROL
 LA1885
 LA1885  NGVD 29 (??/??/92)  254.063  (m)          833.54   (f) ADJ UNCH    2 0
 LA1885
 LA1885.Superseded values are not recommended for survey control.
 LA1885
 LA1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1885.See file dsdata.pdf to determine how the superseded data were derived.
 LA1885
 LA1885_MARKER: DB = BENCH MARK DISK
 LA1885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1885_SP_SET: CULVERT HEADWALL
 LA1885_STAMPING: T 191 1946
 LA1885_MARK LOGO: CGS
 LA1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1885+STABILITY: SURFACE MOTION
 LA1885
 LA1885  HISTORY     - Date     Condition        Report By
 LA1885  HISTORY     - 1946     MONUMENTED       CGS
 LA1885
 LA1885                          STATION DESCRIPTION
 LA1885
 LA1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1885'2 MI E FROM CONVERSE.
 LA1885'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 18 FROM THE PUBLIC
 LA1885'LIBRARY AT CONVERSE, ABOUT 0.7 MILE WEST OF THE JUNCTION OF
 LA1885'HIGHWAYS 18, 21 AND 13 AT MIER, GRANT COUNTY, SET IN THE TOP
 LA1885'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 24 INCH
 LA1885'PIPE CULVERT, ABOUT 100 YARDS WEST AND ACROSS THE HIGHWAY FROM
 LA1885'THE NORTH END OF A ROW OF HEDGES LEADING SOUTH BETWEEN TWO
 LA1885'CULTIVATED FIELDS, 24 FEET NORTH OF AND ABOUT 1 FOOT BELOW
 LA1885'THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1898 ***********************************************************************
 LA1898  DESIGNATION -  T 192
 LA1898  PID         -  LA1898
 LA1898  STATE/COUNTY-  IN/GRANT
 LA1898  COUNTRY     -  US
 LA1898  USGS QUAD   -  VAN BUREN (2019)
 LA1898
 LA1898                         *CURRENT SURVEY CONTROL
 LA1898  ______________________________________________________________________
 LA1898* NAD 83(1986) POSITION- 40 36 12.     (N) 085 34 06.     (W)   SCALED
 LA1898* NAVD 88 ORTHO HEIGHT -   262.877 (meters)      862.46  (feet) ADJUSTED
 LA1898  ______________________________________________________________________
 LA1898  GEOID HEIGHT    -        -34.281 (meters)                     GEOID18
 LA1898  DYNAMIC HEIGHT  -        262.745 (meters)      862.02  (feet) COMP
 LA1898  MODELED GRAVITY -    980,114.8   (mgal)                       NAVD 88
 LA1898
 LA1898  VERT ORDER      -  SECOND    CLASS 0
 LA1898
 LA1898.The horizontal coordinates were scaled from a map and have
 LA1898.an estimated accuracy of +/- 6 seconds.
 LA1898
 LA1898.The orthometric height was determined by differential leveling and
 LA1898.adjusted by the NATIONAL GEODETIC SURVEY
 LA1898.in June 1991.
 LA1898
 LA1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1898.GEOID18 height accuracy estimate available here.
 LA1898
 LA1898.Click photographs - Photos may exist for this station.
 LA1898
 LA1898.The dynamic height is computed by dividing the NAVD 88
 LA1898.geopotential number by the normal gravity value computed on the
 LA1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1898.degrees latitude (g = 980.6199 gals.).
 LA1898
 LA1898.The modeled gravity was interpolated from observed gravity values.
 LA1898
 LA1898;                    North         East    Units  Estimated Accuracy
 LA1898;SPC IN E     -   594,510.      108,320.      MT  (+/- 180 meters Scaled)
 LA1898
 LA1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK211957(NAD 83)
 LA1898
 LA1898                          SUPERSEDED SURVEY CONTROL
 LA1898
 LA1898  NGVD 29 (??/??/92)  263.006  (m)          862.88   (f) ADJ UNCH    2 0
 LA1898
 LA1898.Superseded values are not recommended for survey control.
 LA1898
 LA1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1898.See file dsdata.pdf to determine how the superseded data were derived.
 LA1898
 LA1898_MARKER: DB = BENCH MARK DISK
 LA1898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1898_SP_SET: CULVERT HEADWALL
 LA1898_STAMPING: T 192 1946
 LA1898_MARK LOGO: CGS
 LA1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1898+STABILITY: SURFACE MOTION
 LA1898
 LA1898  HISTORY     - Date     Condition        Report By
 LA1898  HISTORY     - 1946     MONUMENTED       CGS
 LA1898  HISTORY     - 1965     GOOD             CGS
 LA1898
 LA1898                          STATION DESCRIPTION
 LA1898
 LA1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1898'0.9 MI SW FROM LANDESS.
 LA1898'ABOUT 0.45 MILE SOUTH ALONG A BLACK TOP ROAD FROM ITS CROSSING
 LA1898'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT LANDESS,
 LA1898'THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.6 MILE
 LA1898'EAST ALONG A GRAVEL ROAD FROM THE HANFIELD M.P. CHURCH AT HANFIELD,
 LA1898'SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL OF
 LA1898'A 12-INCH PIPE CULVERT, 30 FEET WEST OF A T FENCE CORNER POST,
 LA1898'13 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LA1898'ROAD.
 LA1898
 LA1898                          STATION RECOVERY (1965)
 LA1898
 LA1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1299 ***********************************************************************
 LA1299  DESIGNATION -  T 193
 LA1299  PID         -  LA1299
 LA1299  STATE/COUNTY-  IN/MADISON
 LA1299  COUNTRY     -  US
 LA1299  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1299
 LA1299                         *CURRENT SURVEY CONTROL
 LA1299  ______________________________________________________________________
 LA1299* NAD 83(1986) POSITION- 40 14 55.     (N) 085 40 50.     (W)   SCALED
 LA1299* NAVD 88 ORTHO HEIGHT -   267.826 (meters)      878.69  (feet) ADJUSTED
 LA1299  ______________________________________________________________________
 LA1299  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 LA1299  DYNAMIC HEIGHT  -        267.685 (meters)      878.23  (feet) COMP
 LA1299  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 LA1299
 LA1299  VERT ORDER      -  FIRST     CLASS II
 LA1299
 LA1299.The horizontal coordinates were scaled from a map and have
 LA1299.an estimated accuracy of +/- 6 seconds.
 LA1299
 LA1299.The orthometric height was determined by differential leveling and
 LA1299.adjusted by the NATIONAL GEODETIC SURVEY
 LA1299.in June 1991.
 LA1299
 LA1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1299.GEOID18 height accuracy estimate available here.
 LA1299
 LA1299.Click photographs - Photos may exist for this station.
 LA1299
 LA1299.The dynamic height is computed by dividing the NAVD 88
 LA1299.geopotential number by the normal gravity value computed on the
 LA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1299.degrees latitude (g = 980.6199 gals.).
 LA1299
 LA1299.The modeled gravity was interpolated from observed gravity values.
 LA1299
 LA1299;                    North         East    Units  Estimated Accuracy
 LA1299;SPC IN E     -   555,120.       98,820.      MT  (+/- 180 meters Scaled)
 LA1299
 LA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122561(NAD 83)
 LA1299
 LA1299                          SUPERSEDED SURVEY CONTROL
 LA1299
 LA1299  NGVD 29 (??/??/92)  267.971  (m)          879.17   (f) ADJ UNCH    1 2
 LA1299
 LA1299.Superseded values are not recommended for survey control.
 LA1299
 LA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1299.See file dsdata.pdf to determine how the superseded data were derived.
 LA1299
 LA1299_MARKER: DB = BENCH MARK DISK
 LA1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1299_STAMPING: T 193 1946
 LA1299_MARK LOGO: CGS
 LA1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1299+STABILITY: SURFACE MOTION
 LA1299
 LA1299  HISTORY     - Date     Condition        Report By
 LA1299  HISTORY     - 1946     MONUMENTED       CGS
 LA1299  HISTORY     - 20070619 MARK NOT FOUND   ACCU
 LA1299
 LA1299                          STATION DESCRIPTION
 LA1299
 LA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1299'1.2 MI S FROM ALEXANDRIA.
 LA1299'ABOUT 1.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1299'THE STATION AT ALEXANDRIA, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 LA1299'ABOUT 1 POLE NORTH OF POLE 154/35, 39 FEET EAST OF THE EAST RAIL
 LA1299'OF THE MAIN TRACK, 24 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LA1299'ROAD, 8 FEET NORTH OF A CONCRETE FENCE CORNER POST, 1 FOOT WEST
 LA1299'OF THE FENCE LINE, ABOUT 1.5 FEET BELOW THE TRACK AND SET IN
 LA1299'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1299
 LA1299                          STATION RECOVERY (2007)
 LA1299
 LA1299'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1299'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1379 ***********************************************************************
 LA1379  DESIGNATION -  T 195
 LA1379  PID         -  LA1379
 LA1379  STATE/COUNTY-  IN/GRANT
 LA1379  COUNTRY     -  US
 LA1379  USGS QUAD   -  POINT ISABEL (2019)
 LA1379
 LA1379                         *CURRENT SURVEY CONTROL
 LA1379  ______________________________________________________________________
 LA1379* NAD 83(1986) POSITION- 40 27 54.     (N) 085 49 30.     (W)   SCALED
 LA1379* NAVD 88 ORTHO HEIGHT -   263.050 (meters)      863.02  (feet) ADJUSTED
 LA1379  ______________________________________________________________________
 LA1379  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 LA1379  DYNAMIC HEIGHT  -        262.915 (meters)      862.58  (feet) COMP
 LA1379  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 LA1379
 LA1379  VERT ORDER      -  SECOND    CLASS 0
 LA1379
 LA1379.The horizontal coordinates were scaled from a map and have
 LA1379.an estimated accuracy of +/- 6 seconds.
 LA1379
 LA1379.The orthometric height was determined by differential leveling and
 LA1379.adjusted by the NATIONAL GEODETIC SURVEY
 LA1379.in June 1991.
 LA1379
 LA1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1379.GEOID18 height accuracy estimate available here.
 LA1379
 LA1379.Click photographs - Photos may exist for this station.
 LA1379
 LA1379.The dynamic height is computed by dividing the NAVD 88
 LA1379.geopotential number by the normal gravity value computed on the
 LA1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1379.degrees latitude (g = 980.6199 gals.).
 LA1379
 LA1379.The modeled gravity was interpolated from observed gravity values.
 LA1379
 LA1379;                    North         East    Units  Estimated Accuracy
 LA1379;SPC IN E     -   579,160.       86,570.      MT  (+/- 180 meters Scaled)
 LA1379
 LA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK996800(NAD 83)
 LA1379
 LA1379                          SUPERSEDED SURVEY CONTROL
 LA1379
 LA1379  NGVD 29 (??/??/92)  263.178  (m)          863.44   (f) ADJ UNCH    2 0
 LA1379
 LA1379.Superseded values are not recommended for survey control.
 LA1379
 LA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1379.See file dsdata.pdf to determine how the superseded data were derived.
 LA1379
 LA1379_MARKER: DB = BENCH MARK DISK
 LA1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1379_STAMPING: T 195 1946
 LA1379_MARK LOGO: CGS
 LA1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1379+STABILITY: SURFACE MOTION
 LA1379
 LA1379  HISTORY     - Date     Condition        Report By
 LA1379  HISTORY     - 1946     MONUMENTED       CGS
 LA1379
 LA1379                          STATION DESCRIPTION
 LA1379
 LA1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1379'2.7 MI N FROM POINT ISABEL.
 LA1379'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GREEN
 LA1379'TOWNSHIP SCHOOL AT POINT ISABEL, ABOUT 3.7 MILES SOUTH ALONG
 LA1379'STATE HIGHWAY 13 FROM THE POST OFFICE AT SWAYZEE, AT THE
 LA1379'CROSSROADS AT NORMAL, 69 FEET NORTH OF THE CENTER LINE OF THE
 LA1379'EAST-WEST ROAD, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA1379'6 FEET NORTH OF A FENCE CORNER POST, 3.5 FEET SOUTH OF A
 LA1379'TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE
 LA1379'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1379'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0827 ***********************************************************************
 MD0827  DESIGNATION -  T 196
 MD0827  PID         -  MD0827
 MD0827  STATE/COUNTY-  IN/WHITLEY
 MD0827  COUNTRY     -  US
 MD0827  USGS QUAD   -  CHURUBUSCO (2019)
 MD0827
 MD0827                         *CURRENT SURVEY CONTROL
 MD0827  ______________________________________________________________________
 MD0827* NAD 83(1986) POSITION- 41 13 04.     (N) 085 20 34.     (W)   SCALED
 MD0827* NAVD 88 ORTHO HEIGHT -   270.353 (meters)      886.98  (feet) ADJUSTED
 MD0827  ______________________________________________________________________
 MD0827  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 MD0827  DYNAMIC HEIGHT  -        270.252 (meters)      886.65  (feet) COMP
 MD0827  MODELED GRAVITY -    980,241.5   (mgal)                       NAVD 88
 MD0827
 MD0827  VERT ORDER      -  SECOND    CLASS 0
 MD0827
 MD0827.The horizontal coordinates were scaled from a map and have
 MD0827.an estimated accuracy of +/- 6 seconds.
 MD0827
 MD0827.The orthometric height was determined by differential leveling and
 MD0827.adjusted by the NATIONAL GEODETIC SURVEY
 MD0827.in June 1991.
 MD0827
 MD0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0827.GEOID18 height accuracy estimate available here.
 MD0827
 MD0827.Click photographs - Photos may exist for this station.
 MD0827
 MD0827.The dynamic height is computed by dividing the NAVD 88
 MD0827.geopotential number by the normal gravity value computed on the
 MD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0827.degrees latitude (g = 980.6199 gals.).
 MD0827
 MD0827.The modeled gravity was interpolated from observed gravity values.
 MD0827
 MD0827;                    North         East    Units  Estimated Accuracy
 MD0827;SPC IN E     -   662,790.      127,160.      MT  (+/- 180 meters Scaled)
 MD0827
 MD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL389642(NAD 83)
 MD0827
 MD0827                          SUPERSEDED SURVEY CONTROL
 MD0827
 MD0827  NGVD 29 (??/??/92)  270.509  (m)          887.49   (f) ADJ UNCH    2 0
 MD0827
 MD0827.Superseded values are not recommended for survey control.
 MD0827
 MD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0827.See file dsdata.pdf to determine how the superseded data were derived.
 MD0827
 MD0827_MARKER: DB = BENCH MARK DISK
 MD0827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0827_SP_SET: CULVERT HEADWALL
 MD0827_STAMPING: T 196 1946
 MD0827_MARK LOGO: CGS
 MD0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0827+STABILITY: SURFACE MOTION
 MD0827
 MD0827  HISTORY     - Date     Condition        Report By
 MD0827  HISTORY     - 1946     MONUMENTED       CGS
 MD0827  HISTORY     - 1969     GOOD             CGS
 MD0827
 MD0827                          STATION DESCRIPTION
 MD0827
 MD0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD0827'1.6 MI SW FROM CHURUBUSCO.
 MD0827'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM ITS
 MD0827'INTERSECTION WITH U.S. HIGHWAY 33 AT CHURUBUSCO, ABOUT 0.65
 MD0827'MILE NORTHEAST OF A CROSS ROAD, 23 FEET NORTH OF BENCHMARK IS A
 MD0827'TELEPHONE POLE, 23 FEET NORTHWEST OF THE CENTER LINE OF THE
 MD0827'HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MD0827'CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT, ABOUT 0.5 FOOT
 MD0827'BELOW THE HIGHWAY, AND SET IN A DRILL HOLE.  WITNESS
 MD0827'POST-- WITHIN 2 FEET OF BENCHMARK FACING STATE ROAD 205.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0698 ***********************************************************************
 MD0698  DESIGNATION -  T 197
 MD0698  PID         -  MD0698
 MD0698  STATE/COUNTY-  IN/ALLEN
 MD0698  COUNTRY     -  US
 MD0698  USGS QUAD   -  HUNTERTOWN (2019)
 MD0698
 MD0698                         *CURRENT SURVEY CONTROL
 MD0698  ______________________________________________________________________
 MD0698* NAD 83(1986) POSITION- 41 13 30.30   (N) 085 08 52.59   (W)   HD_HELD1
 MD0698* NAVD 88 ORTHO HEIGHT -   265.649 (meters)      871.55  (feet) ADJUSTED
 MD0698  ______________________________________________________________________
 MD0698  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 MD0698  DYNAMIC HEIGHT  -        265.545 (meters)      871.21  (feet) COMP
 MD0698  MODELED GRAVITY -    980,223.9   (mgal)                       NAVD 88
 MD0698
 MD0698  VERT ORDER      -  SECOND    CLASS 0
 MD0698
 MD0698.The horizontal coordinates were determined by differentially corrected
 MD0698.hand held GPS observations or other comparable positioning techniques
 MD0698.and have an estimated accuracy of +/- 3 meters.
 MD0698
 MD0698.The orthometric height was determined by differential leveling and
 MD0698.adjusted by the NATIONAL GEODETIC SURVEY
 MD0698.in June 1991.
 MD0698
 MD0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0698.GEOID18 height accuracy estimate available here.
 MD0698
 MD0698.Click photographs - Photos may exist for this station.
 MD0698
 MD0698.The dynamic height is computed by dividing the NAVD 88
 MD0698.geopotential number by the normal gravity value computed on the
 MD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0698.degrees latitude (g = 980.6199 gals.).
 MD0698
 MD0698.The modeled gravity was interpolated from observed gravity values.
 MD0698
 MD0698;                    North         East    Units  Estimated Accuracy
 MD0698;SPC IN E     -   663,684.0     143,492.8     MT  (+/- 3 meters HH1 GPS) 
 MD0698
 MD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5523365397(NAD 83)
 MD0698
 MD0698                          SUPERSEDED SURVEY CONTROL
 MD0698
 MD0698  NGVD 29 (??/??/92)  265.798  (m)          872.04   (f) ADJ UNCH    2 0
 MD0698
 MD0698.Superseded values are not recommended for survey control.
 MD0698
 MD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0698.See file dsdata.pdf to determine how the superseded data were derived.
 MD0698
 MD0698_MARKER: DB = BENCH MARK DISK
 MD0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0698_STAMPING: T 197 1946
 MD0698_MARK LOGO: CGS
 MD0698_PROJECTION: PROJECTING 30 CENTIMETERS
 MD0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0698+STABILITY: SURFACE MOTION
 MD0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0698+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2018
 MD0698
 MD0698  HISTORY     - Date     Condition        Report By
 MD0698  HISTORY     - 1946     MONUMENTED       CGS
 MD0698  HISTORY     - 1961     GOOD             CGS
 MD0698  HISTORY     - 20140729 GOOD             INDIV
 MD0698  HISTORY     - 20180205 GOOD             INDOT
 MD0698
 MD0698                          STATION DESCRIPTION
 MD0698
 MD0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0698'1.2 MI ESE FROM HUNTERTOWN.
 MD0698'ABOUT 1-1/4 MILES E AND 1/2 MILE S OF THE HEART OF HUNTERTOWN,
 MD0698'AT SITE OF OLD HUNTERVILLE, 46.7 FEET E OF E RAIL OF FORT
 MD0698'WAYNE BRANCH OF NEW YORK CENTRAL RAILROAD, 47 FEET N OF CENTER
 MD0698'LINE OF 20-FOOT ASPHALT GUMP ROAD, 22 FEET N OF R.R.-RAIL
 MD0698'CORNER FENCE POST, 1-1/2 FEET W OF THE FENCE, AND PROJECTING 0.3
 MD0698'FOOT ABOVE GROUND.
 MD0698
 MD0698                          STATION RECOVERY (2014)
 MD0698
 MD0698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DAB)
 MD0698'RECOVERED IN GOOD CONDITION.
 MD0698
 MD0698                          STATION RECOVERY (2018)
 MD0698
 MD0698'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0698'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 MD0698'CEDARVILLE, 6.6 MI (10.6 KM) NORTH OF FORT WAYNE AND 1.3 MI (2.1 KM)
 MD0698'EAST OF HUNTERTOWN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MD0698'
 MD0698'TO REACH FROM THE INTERSECTION OF INTERSTATE 69 AND STATE ROAD 3,
 MD0698'TRAVEL NORTH ON STATE ROAD 3 FOR 6.7 MI (10.8 KM) TO WEST GUMP ROAD.
 MD0698'TURN RIGHT (EAST) AND TRAVEL FOR 1 MI (1.6 KM) TO THE MONUMENT ON THE
 MD0698'LEFT (NORTH) SIDE ROAD.
 MD0698'
 MD0698'THE MARK IS LOCATED 46 FT (14.0 M) NORTH OF THE ROAD CENTERLINE, 26 FT
 MD0698'(7.9 M) EAST OF THE PRIVATE DRIVEWAY FOR 422 WEST GUMP ROAD, 2 FT (0.6
 MD0698'M) WEST OF A POWER POLE AND IS 1 FT (0.3 M) NORTHEAST OF A SURVEY
 MD0698'MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0507 ***********************************************************************
 MD0507  DESIGNATION -  T 199 RESET
 MD0507  PID         -  MD0507
 MD0507  STATE/COUNTY-  IN/ALLEN
 MD0507  COUNTRY     -  US
 MD0507  USGS QUAD   -  GRABILL (2019)
 MD0507
 MD0507                         *CURRENT SURVEY CONTROL
 MD0507  ______________________________________________________________________
 MD0507* NAD 83(1986) POSITION- 41 11 47.9    (N) 084 53 10.3    (W)   HD_HELD2
 MD0507* NAVD 88 ORTHO HEIGHT -   230.29  (meters)      755.5   (feet) RESET
 MD0507  ______________________________________________________________________
 MD0507  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 MD0507  VERT ORDER      -  THIRD
 MD0507
 MD0507.The horizontal coordinates were established by autonomous hand held GPS
 MD0507.observations and have an estimated accuracy of +/- 10 meters.
 MD0507
 MD0507.The orthometric height was computed from unverified reset data.
 MD0507
 MD0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0507.GEOID18 height accuracy estimate available here.
 MD0507
 MD0507.Click photographs - Photos may exist for this station.
 MD0507
 MD0507;                    North         East    Units  Estimated Accuracy
 MD0507;SPC IN E     -   660,689.      165,468.      MT  (+/- 10 meters HH2 GPS)
 MD0507
 MD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7725062740(NAD 83)
 MD0507
 MD0507                          SUPERSEDED SURVEY CONTROL
 MD0507
 MD0507.No superseded survey control is available for this station.
 MD0507
 MD0507_MARKER: DB = BENCH MARK DISK
 MD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0507_STAMPING: T 199 1946 RESET 1965
 MD0507_MARK LOGO: CGS
 MD0507_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0507+STABILITY: SURFACE MOTION
 MD0507
 MD0507  HISTORY     - Date     Condition        Report By
 MD0507  HISTORY     - 1965     MONUMENTED       CGS
 MD0507
 MD0507                          STATION DESCRIPTION
 MD0507
 MD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MD0507'1.8 MI E FROM HARLAN.
 MD0507'TO REACH FROM THE INTERSECTION OF INDIANA STATE ROUTE 37 AND
 MD0507'ANTWERP ROAD JUST SOUTH OF THE POST OFFICE IN HARLAN, GO EASTERLY
 MD0507'ON ANTWERP ROAD FOR 1.75 MILES TO THE HOME OF MR. ALLEN MC MAKEN
 MD0507'ON THE LEFT AND THE MARK AS DESCRIBED.  THE MARK IS 542 FEET
 MD0507'WEST OF THE APPROXIMATE INTERSECTION OF ANTWERP ROAD AND RUPERT
 MD0507'ROAD, 137 FEET WEST OF THE APPROXIMATE CENTER OF MR. MC MAKENS
 MD0507'DRIVE, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 MD0507'42 FEET SOUTH-SOUTHWEST OF A 14-INCH HACKBERRY TREE, 18 FEET
 MD0507'NORTH OF THE APPROXIMATE CENTER OF ANTWERP ROAD, 3 FEET WEST OF
 MD0507'POWERLINE POLE A 230 38, AND 1.5 FEET WEST-NORTHWEST OF A METAL
 MD0507'WITNESS POST AND SIGN.  THE MARK IS SET IN THE TOP OF A 10-INCH,
 MD0507'SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES AND THE DISK IS
 MD0507'STAMPED T 199 1946 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1373 ***********************************************************************
 MD1373  DESIGNATION -  T 20
 MD1373  PID         -  MD1373
 MD1373  STATE/COUNTY-  IN/ELKHART
 MD1373  COUNTRY     -  US
 MD1373  USGS QUAD   -  GOSHEN (2019)
 MD1373
 MD1373                         *CURRENT SURVEY CONTROL
 MD1373  ______________________________________________________________________
 MD1373* NAD 83(1986) POSITION- 41 33 19.     (N) 085 45 52.     (W)   SCALED
 MD1373* NAVD 88 ORTHO HEIGHT -   252.605 (meters)      828.75  (feet) ADJUSTED
 MD1373  ______________________________________________________________________
 MD1373  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 MD1373  DYNAMIC HEIGHT  -        252.505 (meters)      828.43  (feet) COMP
 MD1373  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 MD1373
 MD1373  VERT ORDER      -  SECOND    CLASS 0
 MD1373
 MD1373.The horizontal coordinates were scaled from a map and have
 MD1373.an estimated accuracy of +/- 6 seconds.
 MD1373
 MD1373.The orthometric height was determined by differential leveling and
 MD1373.adjusted by the NATIONAL GEODETIC SURVEY
 MD1373.in June 1991.
 MD1373
 MD1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1373.GEOID18 height accuracy estimate available here.
 MD1373
 MD1373.Click photographs - Photos may exist for this station.
 MD1373
 MD1373.The dynamic height is computed by dividing the NAVD 88
 MD1373.geopotential number by the normal gravity value computed on the
 MD1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1373.degrees latitude (g = 980.6199 gals.).
 MD1373
 MD1373.The modeled gravity was interpolated from observed gravity values.
 MD1373
 MD1373;                    North         East    Units  Estimated Accuracy
 MD1373;SPC IN E     -   700,230.       91,840.      MT  (+/- 180 meters Scaled)
 MD1373
 MD1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM030011(NAD 83)
 MD1373
 MD1373                          SUPERSEDED SURVEY CONTROL
 MD1373
 MD1373  NGVD 29 (??/??/92)  252.725  (m)          829.15   (f) ADJ UNCH    2 0
 MD1373
 MD1373.Superseded values are not recommended for survey control.
 MD1373
 MD1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1373.See file dsdata.pdf to determine how the superseded data were derived.
 MD1373
 MD1373_MARKER: DB = BENCH MARK DISK
 MD1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1373_SP_SET: ABUTMENT
 MD1373_STAMPING: T 20 1934
 MD1373_MARK LOGO: CGS
 MD1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1373
 MD1373  HISTORY     - Date     Condition        Report By
 MD1373  HISTORY     - 1934     MONUMENTED       CGS
 MD1373  HISTORY     - 1955     GOOD             CGS
 MD1373  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1373
 MD1373                          STATION DESCRIPTION
 MD1373
 MD1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MD1373'3.9 MI NW FROM MILLERSBURG.
 MD1373'3.9 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1373'THE STATION AT MILLERSBURG, ELKHART COUNTY, AT BRIDGE 12, IN
 MD1373'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 15 FEET SOUTH
 MD1373'OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 8 FEET LOWER
 MD1373'THAN THE TRACK.  A STANDARD DISK, STAMPED T 20 1934.  NOTE-- THIS
 MD1373'BENCH MARK IS ALSO 4.1 MILES SOUTHEAST OF GOSHEN.
 MD1373
 MD1373                          STATION RECOVERY (2018)
 MD1373
 MD1373'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1373'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0529 ***********************************************************************
 MD0529  DESIGNATION -  T 200
 MD0529  PID         -  MD0529
 MD0529  STATE/COUNTY-  IN/ALLEN
 MD0529  COUNTRY     -  US
 MD0529  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0529
 MD0529                         *CURRENT SURVEY CONTROL
 MD0529  ______________________________________________________________________
 MD0529* NAD 83(1986) POSITION- 41 08 21.7    (N) 084 51 49.7    (W)   HD_HELD2
 MD0529* NAVD 88 ORTHO HEIGHT -   228.044 (meters)      748.17  (feet) ADJUSTED
 MD0529  ______________________________________________________________________
 MD0529  GEOID HEIGHT    -        -33.295 (meters)                     GEOID18
 MD0529  DYNAMIC HEIGHT  -        227.952 (meters)      747.87  (feet) COMP
 MD0529  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 MD0529
 MD0529  VERT ORDER      -  SECOND    CLASS 0
 MD0529
 MD0529.The horizontal coordinates were established by autonomous hand held GPS
 MD0529.observations and have an estimated accuracy of +/- 10 meters.
 MD0529
 MD0529.The orthometric height was determined by differential leveling and
 MD0529.adjusted by the NATIONAL GEODETIC SURVEY
 MD0529.in June 1991.
 MD0529
 MD0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0529.GEOID18 height accuracy estimate available here.
 MD0529
 MD0529.Click photographs - Photos may exist for this station.
 MD0529
 MD0529.The dynamic height is computed by dividing the NAVD 88
 MD0529.geopotential number by the normal gravity value computed on the
 MD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0529.degrees latitude (g = 980.6199 gals.).
 MD0529
 MD0529.The modeled gravity was interpolated from observed gravity values.
 MD0529
 MD0529;                    North         East    Units  Estimated Accuracy
 MD0529;SPC IN E     -   654,345.      167,404.      MT  (+/- 10 meters HH2 GPS)
 MD0529
 MD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7928356426(NAD 83)
 MD0529
 MD0529                          SUPERSEDED SURVEY CONTROL
 MD0529
 MD0529  NGVD 29 (??/??/92)  228.186  (m)          748.64   (f) ADJ UNCH    2 0
 MD0529
 MD0529.Superseded values are not recommended for survey control.
 MD0529
 MD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0529.See file dsdata.pdf to determine how the superseded data were derived.
 MD0529
 MD0529_MARKER: DB = BENCH MARK DISK
 MD0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0529_STAMPING: T 200 1946
 MD0529_MARK LOGO: CGS
 MD0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0529+STABILITY: SURFACE MOTION
 MD0529
 MD0529  HISTORY     - Date     Condition        Report By
 MD0529  HISTORY     - 1946     MONUMENTED       CGS
 MD0529  HISTORY     - 1968     GOOD             INHD
 MD0529  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0529
 MD0529                          STATION DESCRIPTION
 MD0529
 MD0529'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0529'1.1 MI NNW FROM WOODBURN.
 MD0529'ABOUT 1.1 MILES NNW ALONG UNION STREET AND BULL RAPIDS ROAD FROM
 MD0529'ITS INTERSECTION WITH MAIN STREET AT THE MAIN CORNER IN WOODBURN,
 MD0529'33 FT. WSW OF CENTERLINE OF THE ROAD, 17 FT. S. OF CENTERLINE OF
 MD0529'MAUMEE CENTER ROAD, LEVEL WITH SAME, AND PROJECTING 0.3 FT. ABOVE
 MD0529'GROUND, 1.8 FT. E. OF STEEL WITNESS POST.
 MD0529
 MD0529                          STATION RECOVERY (2018)
 MD0529
 MD0529'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0529'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0783 ***********************************************************************
 MD0783  DESIGNATION -  T 201
 MD0783  PID         -  MD0783
 MD0783  STATE/COUNTY-  IN/ALLEN
 MD0783  COUNTRY     -  US
 MD0783  USGS QUAD   -  CEDARVILLE (2019)
 MD0783
 MD0783                         *CURRENT SURVEY CONTROL
 MD0783  ______________________________________________________________________
 MD0783* NAD 83(1986) POSITION- 41 13 17.     (N) 085 00 47.     (W)   SCALED
 MD0783* NAVD 88 ORTHO HEIGHT -   243.577 (meters)      799.14  (feet) ADJUSTED
 MD0783  ______________________________________________________________________
 MD0783  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 MD0783  DYNAMIC HEIGHT  -        243.478 (meters)      798.81  (feet) COMP
 MD0783  MODELED GRAVITY -    980,212.8   (mgal)                       NAVD 88
 MD0783
 MD0783  VERT ORDER      -  SECOND    CLASS 0
 MD0783
 MD0783.The horizontal coordinates were scaled from a map and have
 MD0783.an estimated accuracy of +/- 6 seconds.
 MD0783
 MD0783.The orthometric height was determined by differential leveling and
 MD0783.adjusted by the NATIONAL GEODETIC SURVEY
 MD0783.in June 1991.
 MD0783
 MD0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0783.GEOID18 height accuracy estimate available here.
 MD0783
 MD0783.Click photographs - Photos may exist for this station.
 MD0783
 MD0783.The dynamic height is computed by dividing the NAVD 88
 MD0783.geopotential number by the normal gravity value computed on the
 MD0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0783.degrees latitude (g = 980.6199 gals.).
 MD0783
 MD0783.The modeled gravity was interpolated from observed gravity values.
 MD0783
 MD0783;                    North         East    Units  Estimated Accuracy
 MD0783;SPC IN E     -   663,350.      154,810.      MT  (+/- 180 meters Scaled)
 MD0783
 MD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL665652(NAD 83)
 MD0783
 MD0783                          SUPERSEDED SURVEY CONTROL
 MD0783
 MD0783  NGVD 29 (??/??/92)  243.726  (m)          799.62   (f) ADJ UNCH    2 0
 MD0783
 MD0783.Superseded values are not recommended for survey control.
 MD0783
 MD0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0783.See file dsdata.pdf to determine how the superseded data were derived.
 MD0783
 MD0783_MARKER: DB = BENCH MARK DISK
 MD0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0783_SP_SET: BUILDING
 MD0783_STAMPING: T 201 1946
 MD0783_MARK LOGO: CGS
 MD0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0783
 MD0783  HISTORY     - Date     Condition        Report By
 MD0783  HISTORY     - 1946     MONUMENTED       CGS
 MD0783  HISTORY     - 1961     GOOD             CGS
 MD0783
 MD0783                          STATION DESCRIPTION
 MD0783
 MD0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0783'0.2 MI SW FROM LEO.
 MD0783'AN ESTIMATED 75 YARDS NW OF NO. 1 INDIANA HIGHWAY, 46 FEET W OF
 MD0783'THE SE CORNER OF THE A.D. 1947 LEO MENNONITE CHURCH, 1.4 FEET E
 MD0783'OF E SIDE OF BRICK WALL BUTTRESS EVIDENTLY ADDED AT TIME OF
 MD0783'CHURCH ENLARGEMENT, AND 3.8 FEET ABOVE THE GROUND, A STANDARD
 MD0783'DISK SET FACE-VERTICAL IN THE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1764 ***********************************************************************
 LA1764  DESIGNATION -  T 202
 LA1764  PID         -  LA1764
 LA1764  STATE/COUNTY-  IN/HUNTINGTON
 LA1764  COUNTRY     -  US
 LA1764  USGS QUAD   -  MOUNT ETNA (2019)
 LA1764
 LA1764                         *CURRENT SURVEY CONTROL
 LA1764  ______________________________________________________________________
 LA1764* NAD 83(1986) POSITION- 40 40 04.     (N) 085 30 22.     (W)   SCALED
 LA1764* NAVD 88 ORTHO HEIGHT -   261.576 (meters)      858.19  (feet) ADJUSTED
 LA1764  ______________________________________________________________________
 LA1764  GEOID HEIGHT    -        -34.223 (meters)                     GEOID18
 LA1764  DYNAMIC HEIGHT  -        261.446 (meters)      857.76  (feet) COMP
 LA1764  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LA1764
 LA1764  VERT ORDER      -  SECOND    CLASS 0
 LA1764
 LA1764.The horizontal coordinates were scaled from a map and have
 LA1764.an estimated accuracy of +/- 6 seconds.
 LA1764
 LA1764.The orthometric height was determined by differential leveling and
 LA1764.adjusted by the NATIONAL GEODETIC SURVEY
 LA1764.in June 1991.
 LA1764
 LA1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1764.GEOID18 height accuracy estimate available here.
 LA1764
 LA1764.Click photographs - Photos may exist for this station.
 LA1764
 LA1764.The dynamic height is computed by dividing the NAVD 88
 LA1764.geopotential number by the normal gravity value computed on the
 LA1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1764.degrees latitude (g = 980.6199 gals.).
 LA1764
 LA1764.The modeled gravity was interpolated from observed gravity values.
 LA1764
 LA1764;                    North         East    Units  Estimated Accuracy
 LA1764;SPC IN E     -   601,680.      113,580.      MT  (+/- 180 meters Scaled)
 LA1764
 LA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL262029(NAD 83)
 LA1764
 LA1764                          SUPERSEDED SURVEY CONTROL
 LA1764
 LA1764  NGVD 29 (??/??/92)  261.705  (m)          858.61   (f) ADJ UNCH    2 0
 LA1764
 LA1764.Superseded values are not recommended for survey control.
 LA1764
 LA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1764.See file dsdata.pdf to determine how the superseded data were derived.
 LA1764
 LA1764_MARKER: DB = BENCH MARK DISK
 LA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1764_STAMPING: T 202 1946
 LA1764_MARK LOGO: CGS
 LA1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1764+STABILITY: SURFACE MOTION
 LA1764
 LA1764  HISTORY     - Date     Condition        Report By
 LA1764  HISTORY     - 1946     MONUMENTED       CGS
 LA1764  HISTORY     - 1965     GOOD             CGS
 LA1764
 LA1764                          STATION DESCRIPTION
 LA1764
 LA1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1764'3.6 MI N FROM VAN BUREN.
 LA1764'ABOUT 3.65 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE VAN
 LA1764'BUREN TOWNSHIP SCHOOL AT VAN BUREN, AT THE INTERSECTION OF
 LA1764'STATE HIGHWAY 218, 64 FEET EAST OF THE CENTER LINE OF STATE
 LA1764'HIGHWAY 221, 39 FEET NORTH OF THE CENTER LINE OF HIGHWAY 218, 47
 LA1764'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE,
 LA1764'ABOUT 1 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP OF A
 LA1764'CONCRETE POST PROJECTING 3 INCHES.
 LA1764
 LA1764                          STATION RECOVERY (1965)
 LA1764
 LA1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1738 ***********************************************************************
 LA1738  DESIGNATION -  T 203
 LA1738  PID         -  LA1738
 LA1738  STATE/COUNTY-  IN/HUNTINGTON
 LA1738  COUNTRY     -  US
 LA1738  USGS QUAD   -  ANDREWS (2019)
 LA1738
 LA1738                         *CURRENT SURVEY CONTROL
 LA1738  ______________________________________________________________________
 LA1738* NAD 83(1986) POSITION- 40 45 13.     (N) 085 37 15.     (W)   SCALED
 LA1738* NAVD 88 ORTHO HEIGHT -   243.196 (meters)      797.89  (feet) ADJUSTED
 LA1738  ______________________________________________________________________
 LA1738  GEOID HEIGHT    -        -34.216 (meters)                     GEOID18
 LA1738  DYNAMIC HEIGHT  -        243.078 (meters)      797.50  (feet) COMP
 LA1738  MODELED GRAVITY -    980,133.8   (mgal)                       NAVD 88
 LA1738
 LA1738  VERT ORDER      -  SECOND    CLASS 0
 LA1738
 LA1738.The horizontal coordinates were scaled from a map and have
 LA1738.an estimated accuracy of +/- 6 seconds.
 LA1738
 LA1738.The orthometric height was determined by differential leveling and
 LA1738.adjusted by the NATIONAL GEODETIC SURVEY
 LA1738.in June 1991.
 LA1738
 LA1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1738.GEOID18 height accuracy estimate available here.
 LA1738
 LA1738.Click photographs - Photos may exist for this station.
 LA1738
 LA1738.The dynamic height is computed by dividing the NAVD 88
 LA1738.geopotential number by the normal gravity value computed on the
 LA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1738.degrees latitude (g = 980.6199 gals.).
 LA1738
 LA1738.The modeled gravity was interpolated from observed gravity values.
 LA1738
 LA1738;                    North         East    Units  Estimated Accuracy
 LA1738;SPC IN E     -   611,200.      103,870.      MT  (+/- 180 meters Scaled)
 LA1738
 LA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL164123(NAD 83)
 LA1738
 LA1738                          SUPERSEDED SURVEY CONTROL
 LA1738
 LA1738  NGVD 29 (??/??/92)  243.326  (m)          798.31   (f) ADJ UNCH    2 0
 LA1738
 LA1738.Superseded values are not recommended for survey control.
 LA1738
 LA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1738.See file dsdata.pdf to determine how the superseded data were derived.
 LA1738
 LA1738_MARKER: DB = BENCH MARK DISK
 LA1738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1738_SP_SET: BRIDGE
 LA1738_STAMPING: T 203 1946
 LA1738_MARK LOGO: CGS
 LA1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1738
 LA1738  HISTORY     - Date     Condition        Report By
 LA1738  HISTORY     - 1946     MONUMENTED       CGS
 LA1738  HISTORY     - 20230116 MARK NOT FOUND   LFA
 LA1738
 LA1738                          STATION DESCRIPTION
 LA1738
 LA1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1738'4 MI N FROM BANQUO.
 LA1738'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL
 LA1738'AT BANQUO, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF STATE
 LA1738'HIGHWAY 124, 0.1 MILE SOUTH OF A CROSS ROAD, SET IN THE TOP OF THE
 LA1738'NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL OF A 23 FOOT
 LA1738'STEEL BRIDGE OVER LOGAN CREEK, 11.5 FEET EAST OF THE CENTER LINE
 LA1738'OF THE HIGHWAY, 1.3 FEET EAST OF THE SOUTH END OF THE STEEL
 LA1738'GIRDER, AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1738
 LA1738                          STATION RECOVERY (2023)
 LA1738
 LA1738'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1738'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0446 ***********************************************************************
 LB0446  DESIGNATION -  T 203.7
 LB0446  PID         -  LB0446
 LB0446  STATE/COUNTY-  IN/CLINTON
 LB0446  COUNTRY     -  US
 LB0446  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0446
 LB0446                         *CURRENT SURVEY CONTROL
 LB0446  ______________________________________________________________________
 LB0446* NAD 83(1986) POSITION- 40 17 51.     (N) 086 28 16.     (W)   SCALED
 LB0446* NAVD 88 ORTHO HEIGHT -   263.538 (meters)      864.62  (feet) ADJUSTED
 LB0446  ______________________________________________________________________
 LB0446  GEOID HEIGHT    -        -34.027 (meters)                     GEOID18
 LB0446  DYNAMIC HEIGHT  -        263.399 (meters)      864.17  (feet) COMP
 LB0446  MODELED GRAVITY -    980,090.4   (mgal)                       NAVD 88
 LB0446
 LB0446  VERT ORDER      -  SECOND    CLASS 0
 LB0446
 LB0446.The horizontal coordinates were scaled from a map and have
 LB0446.an estimated accuracy of +/- 6 seconds.
 LB0446
 LB0446.The orthometric height was determined by differential leveling and
 LB0446.adjusted by the NATIONAL GEODETIC SURVEY
 LB0446.in June 1991.
 LB0446
 LB0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0446.GEOID18 height accuracy estimate available here.
 LB0446
 LB0446.Click photographs - Photos may exist for this station.
 LB0446
 LB0446.The dynamic height is computed by dividing the NAVD 88
 LB0446.geopotential number by the normal gravity value computed on the
 LB0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0446.degrees latitude (g = 980.6199 gals.).
 LB0446
 LB0446.The modeled gravity was interpolated from observed gravity values.
 LB0446
 LB0446;                    North         East    Units  Estimated Accuracy
 LB0446;SPC IN W     -   560,730.      952,050.      MT  (+/- 180 meters Scaled)
 LB0446
 LB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK449609(NAD 83)
 LB0446
 LB0446                          SUPERSEDED SURVEY CONTROL
 LB0446
 LB0446  NGVD 29 (??/??/92)  263.644  (m)          864.97   (f) ADJ UNCH    2 0
 LB0446
 LB0446.Superseded values are not recommended for survey control.
 LB0446
 LB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0446.See file dsdata.pdf to determine how the superseded data were derived.
 LB0446
 LB0446_MARKER: B = BOLT
 LB0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0446_SP_SET: BRIDGE
 LB0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0446
 LB0446  HISTORY     - Date     Condition        Report By
 LB0446  HISTORY     - UNK      MONUMENTED       NYSLRR
 LB0446  HISTORY     - 1946     GOOD             CGS
 LB0446
 LB0446                          STATION DESCRIPTION
 LB0446
 LB0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0446'2.6 MI NE FROM FRANKFORT.
 LB0446'2.6 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0446'RAILROAD FROM THE STATION AT FRANKFORT, CLINTON COUNTY, AT
 LB0446'STATION 10759+26, 6 YARDS NORTHEAST OF POLE 203/32, AT A BRIDGE
 LB0446'OVER A STREAM, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LB0446'WALL, 3-1/2 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.5 FEET
 LB0446'LOWER THAN THE TRACK.  AN IRON BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1386 ***********************************************************************
 LA1386  DESIGNATION -  T 204
 LA1386  PID         -  LA1386
 LA1386  STATE/COUNTY-  IN/HOWARD
 LA1386  COUNTRY     -  US
 LA1386  USGS QUAD   -  GREENTOWN (2019)
 LA1386
 LA1386                         *CURRENT SURVEY CONTROL
 LA1386  ______________________________________________________________________
 LA1386* NAD 83(1986) POSITION- 40 25 09.     (N) 085 57 22.     (W)   SCALED
 LA1386* NAVD 88 ORTHO HEIGHT -   259.218 (meters)      850.45  (feet) ADJUSTED
 LA1386  ______________________________________________________________________
 LA1386  GEOID HEIGHT    -        -34.392 (meters)                     GEOID18
 LA1386  DYNAMIC HEIGHT  -        259.082 (meters)      850.00  (feet) COMP
 LA1386  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 LA1386
 LA1386  VERT ORDER      -  SECOND    CLASS 0
 LA1386
 LA1386.The horizontal coordinates were scaled from a map and have
 LA1386.an estimated accuracy of +/- 6 seconds.
 LA1386
 LA1386.The orthometric height was determined by differential leveling and
 LA1386.adjusted by the NATIONAL GEODETIC SURVEY
 LA1386.in June 1991.
 LA1386
 LA1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1386.GEOID18 height accuracy estimate available here.
 LA1386
 LA1386.Click photographs - Photos may exist for this station.
 LA1386
 LA1386.The dynamic height is computed by dividing the NAVD 88
 LA1386.geopotential number by the normal gravity value computed on the
 LA1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1386.degrees latitude (g = 980.6199 gals.).
 LA1386
 LA1386.The modeled gravity was interpolated from observed gravity values.
 LA1386
 LA1386;                    North         East    Units  Estimated Accuracy
 LA1386;SPC IN E     -   574,100.       75,440.      MT  (+/- 180 meters Scaled)
 LA1386
 LA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK885748(NAD 83)
 LA1386
 LA1386                          SUPERSEDED SURVEY CONTROL
 LA1386
 LA1386  NGVD 29 (??/??/92)  259.342  (m)          850.86   (f) ADJ UNCH    2 0
 LA1386
 LA1386.Superseded values are not recommended for survey control.
 LA1386
 LA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1386.See file dsdata.pdf to determine how the superseded data were derived.
 LA1386
 LA1386_MARKER: DB = BENCH MARK DISK
 LA1386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1386_SP_SET: CULVERT HEADWALL
 LA1386_STAMPING: T 204 1946
 LA1386_MARK LOGO: CGS
 LA1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1386+STABILITY: SURFACE MOTION
 LA1386
 LA1386  HISTORY     - Date     Condition        Report By
 LA1386  HISTORY     - 1946     MONUMENTED       CGS
 LA1386  HISTORY     - 20100402 MARK NOT FOUND   INDIV
 LA1386
 LA1386                          STATION DESCRIPTION
 LA1386
 LA1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1386'4.1 MI S FROM GREENTOWN.
 LA1386'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 213 FROM ITS INTERSECTION
 LA1386'WITH U.S. HIGHWAY 35 AT GREENTOWN, 0.1 MILE SOUTH OF THE INTERSECTION
 LA1386'OF STATE HIGHWAY 26, 0.9 MILE NORTH OF THE TIPTON-HOWARD
 LA1386'COUNTY LINE, SET IN THE TOP OF THE SOUTH END OF THE 5.5 FOOT
 LA1386'EAST CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT, 30 FEET EAST
 LA1386'OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
 LA1386'NOTE-- MARK IS ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 213
 LA1386'FROM THE MAIN CROSSROADS AT WINDFALL.
 LA1386
 LA1386                          STATION RECOVERY (2010)
 LA1386
 LA1386'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFC)
 LA1386'HEADWALL AND CULVERT HAVE BEEN REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0341 ***********************************************************************
 LB0341  DESIGNATION -  T 205
 LB0341  PID         -  LB0341
 LB0341  STATE/COUNTY-  IN/HOWARD
 LB0341  COUNTRY     -  US
 LB0341  USGS QUAD   -  KOKOMO WEST (2019)
 LB0341
 LB0341                         *CURRENT SURVEY CONTROL
 LB0341  ______________________________________________________________________
 LB0341* NAD 83(1986) POSITION- 40 26 47.     (N) 086 07 38.     (W)   SCALED
 LB0341* NAVD 88 ORTHO HEIGHT -   253.814 (meters)      832.72  (feet) ADJUSTED
 LB0341  ______________________________________________________________________
 LB0341  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 LB0341  DYNAMIC HEIGHT  -        253.682 (meters)      832.29  (feet) COMP
 LB0341  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 LB0341
 LB0341  VERT ORDER      -  SECOND    CLASS 0
 LB0341
 LB0341.The horizontal coordinates were scaled from a map and have
 LB0341.an estimated accuracy of +/- 6 seconds.
 LB0341
 LB0341.The orthometric height was determined by differential leveling and
 LB0341.adjusted by the NATIONAL GEODETIC SURVEY
 LB0341.in June 1991.
 LB0341
 LB0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0341.GEOID18 height accuracy estimate available here.
 LB0341
 LB0341.Click photographs - Photos may exist for this station.
 LB0341
 LB0341.The dynamic height is computed by dividing the NAVD 88
 LB0341.geopotential number by the normal gravity value computed on the
 LB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0341.degrees latitude (g = 980.6199 gals.).
 LB0341
 LB0341.The modeled gravity was interpolated from observed gravity values.
 LB0341
 LB0341;                    North         East    Units  Estimated Accuracy
 LB0341;SPC IN E     -   577,180.       60,930.      MT  (+/- 180 meters Scaled)
 LB0341
 LB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740776(NAD 83)
 LB0341
 LB0341                          SUPERSEDED SURVEY CONTROL
 LB0341
 LB0341  NGVD 29 (??/??/92)  253.934  (m)          833.12   (f) ADJ UNCH    2 0
 LB0341
 LB0341.Superseded values are not recommended for survey control.
 LB0341
 LB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0341.See file dsdata.pdf to determine how the superseded data were derived.
 LB0341
 LB0341_MARKER: DB = BENCH MARK DISK
 LB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0341_STAMPING: T 205 1946
 LB0341_MARK LOGO: CGS
 LB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0341+STABILITY: SURFACE MOTION
 LB0341
 LB0341  HISTORY     - Date     Condition        Report By
 LB0341  HISTORY     - 1946     MONUMENTED       CGS
 LB0341  HISTORY     - 1963     GOOD             CGS
 LB0341
 LB0341                          STATION DESCRIPTION
 LB0341
 LB0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0341'3 MI S FROM KOKOMO.
 LB0341'ABOUT 2.95 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY
 LB0341'BUILDING AT KOKOMO, AT THE NORTHEAST CORNER OF THE RUZICKA AIRPORT,
 LB0341'ABOUT 0.15 MILE NORTH OF THE ENTRANCE TO THE AIRPORT, 40 FEET
 LB0341'WEST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET SOUTH OF A
 LB0341'FENCE CORNER, 54 FEET NORTH OF TELEPHONE POLE NO. 53, 1 FOOT EAST
 LB0341'OF THE AIRPORT FENCE, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET
 LB0341'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0341
 LB0341                          STATION RECOVERY (1963)
 LB0341
 LB0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LB0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1462 ***********************************************************************
 LA1462  DESIGNATION -  T 206
 LA1462  PID         -  LA1462
 LA1462  STATE/COUNTY-  IN/TIPTON
 LA1462  COUNTRY     -  US
 LA1462  USGS QUAD   -  WINDFALL (2019)
 LA1462
 LA1462                         *CURRENT SURVEY CONTROL
 LA1462  ______________________________________________________________________
 LA1462* NAD 83(1986) POSITION- 40 16 50.     (N) 085 55 08.     (W)   SCALED
 LA1462* NAVD 88 ORTHO HEIGHT -   263.710 (meters)      865.19  (feet) ADJUSTED
 LA1462  ______________________________________________________________________
 LA1462  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1462  DYNAMIC HEIGHT  -        263.570 (meters)      864.73  (feet) COMP
 LA1462  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LA1462
 LA1462  VERT ORDER      -  SECOND    CLASS 0
 LA1462
 LA1462.The horizontal coordinates were scaled from a map and have
 LA1462.an estimated accuracy of +/- 6 seconds.
 LA1462
 LA1462.The orthometric height was determined by differential leveling and
 LA1462.adjusted by the NATIONAL GEODETIC SURVEY
 LA1462.in June 1991.
 LA1462
 LA1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1462.GEOID18 height accuracy estimate available here.
 LA1462
 LA1462.Click photographs - Photos may exist for this station.
 LA1462
 LA1462.The dynamic height is computed by dividing the NAVD 88
 LA1462.geopotential number by the normal gravity value computed on the
 LA1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1462.degrees latitude (g = 980.6199 gals.).
 LA1462
 LA1462.The modeled gravity was interpolated from observed gravity values.
 LA1462
 LA1462;                    North         East    Units  Estimated Accuracy
 LA1462;SPC IN E     -   558,700.       78,550.      MT  (+/- 180 meters Scaled)
 LA1462
 LA1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK919594(NAD 83)
 LA1462
 LA1462                          SUPERSEDED SURVEY CONTROL
 LA1462
 LA1462  NGVD 29 (??/??/92)  263.838  (m)          865.61   (f) ADJ UNCH    2 0
 LA1462
 LA1462.Superseded values are not recommended for survey control.
 LA1462
 LA1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1462.See file dsdata.pdf to determine how the superseded data were derived.
 LA1462
 LA1462_MARKER: DB = BENCH MARK DISK
 LA1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1462_STAMPING: T 206 1946
 LA1462_MARK LOGO: CGS
 LA1462_PROJECTION: PROJECTING 3 CENTIMETERS
 LA1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1462+STABILITY: SURFACE MOTION
 LA1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1462+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LA1462
 LA1462  HISTORY     - Date     Condition        Report By
 LA1462  HISTORY     - 1946     MONUMENTED       CGS
 LA1462  HISTORY     - 20091210 GOOD             INDIV
 LA1462  HISTORY     - 20200724 POOR             WSRR
 LA1462
 LA1462                          STATION DESCRIPTION
 LA1462
 LA1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1462'4.1 MI W FROM ELWOOD.
 LA1462'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1462'WITH STATE HIGHWAY 13 AT ELWOOD, ABOUT 1.55 MILES EAST OF THE
 LA1462'CROSSROADS AT HOBBS, SET IN THE SOUTHEAST QUARTER OF A
 LA1462'NORTH-SOUTH GRAVEL ROAD, AND IN THE NORTHEAST QUARTER OF THE
 LA1462'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILWAY AND THE
 LA1462'GRAVEL ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1462'41 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 26 FEET EAST OF
 LA1462'THE CENTER LINE OF THE GRAVEL ROAD, 15 FEET SOUTH OF THE EAST
 LA1462'END OF A 14 INCH PIPE CULVERT UNDER THE GRAVEL ROAD, 15 FEET
 LA1462'NORTHEAST OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE
 LA1462'POST PROJECTING 6 INCHES.
 LA1462
 LA1462                          STATION RECOVERY (2009)
 LA1462
 LA1462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LA1462'MARK WAS FOUND IN GOOD CONDITION.  SAID MONUMENT WAS LOCATED WITH DUAL
 LA1462'VECTOR RTK FROM THE MWRTK VRS NETWORK, LAT 40 16'49.79520N, LONG 85
 LA1462'55'07.94116W.  THE LAT AND LONG ARE GIVEN ONLY TO ASSIST IN THE
 LA1462'RECOVERY ON THIS MONUMENT AND IN NO WAY IS TO REPRESENT PUBLISHED
 LA1462'HORIZONTAL CONTROL.
 LA1462
 LA1462                          STATION RECOVERY (2020)
 LA1462
 LA1462'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LA1462'STATION DISC HAS BEEN DAMAGED BY HEAVY EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0536 ***********************************************************************
 LB0536  DESIGNATION -  T 207
 LB0536  PID         -  LB0536
 LB0536  STATE/COUNTY-  IN/CLINTON
 LB0536  COUNTRY     -  US
 LB0536  USGS QUAD   -  HILLISBURG (2019)
 LB0536
 LB0536                         *CURRENT SURVEY CONTROL
 LB0536  ______________________________________________________________________
 LB0536* NAD 83(1986) POSITION- 40 16 21.     (N) 086 21 22.     (W)   SCALED
 LB0536* NAVD 88 ORTHO HEIGHT -   281.007 (meters)      921.94  (feet) ADJUSTED
 LB0536  ______________________________________________________________________
 LB0536  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 LB0536  DYNAMIC HEIGHT  -        280.855 (meters)      921.44  (feet) COMP
 LB0536  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LB0536
 LB0536  VERT ORDER      -  SECOND    CLASS 0
 LB0536
 LB0536.The horizontal coordinates were scaled from a map and have
 LB0536.an estimated accuracy of +/- 6 seconds.
 LB0536
 LB0536.The orthometric height was determined by differential leveling and
 LB0536.adjusted by the NATIONAL GEODETIC SURVEY
 LB0536.in June 1991.
 LB0536
 LB0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0536.GEOID18 height accuracy estimate available here.
 LB0536
 LB0536.Click photographs - Photos may exist for this station.
 LB0536
 LB0536.The dynamic height is computed by dividing the NAVD 88
 LB0536.geopotential number by the normal gravity value computed on the
 LB0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0536.degrees latitude (g = 980.6199 gals.).
 LB0536
 LB0536.The modeled gravity was interpolated from observed gravity values.
 LB0536
 LB0536;                    North         East    Units  Estimated Accuracy
 LB0536;SPC IN W     -   558,030.      961,850.      MT  (+/- 180 meters Scaled)
 LB0536
 LB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK547582(NAD 83)
 LB0536
 LB0536                          SUPERSEDED SURVEY CONTROL
 LB0536
 LB0536  NGVD 29 (??/??/92)  281.115  (m)          922.29   (f) ADJ UNCH    2 0
 LB0536
 LB0536.Superseded values are not recommended for survey control.
 LB0536
 LB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0536.See file dsdata.pdf to determine how the superseded data were derived.
 LB0536
 LB0536_MARKER: DB = BENCH MARK DISK
 LB0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0536_STAMPING: T 207 1946
 LB0536_MARK LOGO: CGS
 LB0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0536+STABILITY: SURFACE MOTION
 LB0536
 LB0536  HISTORY     - Date     Condition        Report By
 LB0536  HISTORY     - 1946     MONUMENTED       CGS
 LB0536
 LB0536                          STATION DESCRIPTION
 LB0536
 LB0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0536'11 MI W FROM TETERSBURG.
 LB0536'ABOUT 11.05 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0536'AT TETERSBURG, ABOUT 2.0 MILES EAST OF THE JUNCTION OF STATE
 LB0536'HIGHWAY 29, ABOUT 0.25 MILE WEST OF A NORTH-SOUTH GRAVEL CROSS
 LB0536'ROAD, AT A T FENCE CORNER POST IN THE NORTH RIGHT-OF-WAY FENCE,
 LB0536'176 FEET EAST OF THE NORTH END OF A 14 INCH CONCRETE PIPE CULVERT
 LB0536'UNDER THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE
 LB0536'HIGHWAY, 23 FEET WEST OF A POWER POLE AND IN LINE WITH THE POLES,
 LB0536'1 FOOT SOUTH OF THE T FENCE CORNER AND IN LINE WITH THE FENCE
 LB0536'LEADING NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1564 ***********************************************************************
 LA1564  DESIGNATION -  T 208
 LA1564  PID         -  LA1564
 LA1564  STATE/COUNTY-  IN/TIPTON
 LA1564  COUNTRY     -  US
 LA1564  USGS QUAD   -  WINDFALL (2019)
 LA1564
 LA1564                         *CURRENT SURVEY CONTROL
 LA1564  ______________________________________________________________________
 LA1564* NAD 83(1986) POSITION- 40 21 40.     (N) 085 57 18.     (W)   SCALED
 LA1564* NAVD 88 ORTHO HEIGHT -   263.881 (meters)      865.75  (feet) ADJUSTED
 LA1564  ______________________________________________________________________
 LA1564  GEOID HEIGHT    -        -34.372 (meters)                     GEOID18
 LA1564  DYNAMIC HEIGHT  -        263.742 (meters)      865.29  (feet) COMP
 LA1564  MODELED GRAVITY -    980,091.2   (mgal)                       NAVD 88
 LA1564
 LA1564  VERT ORDER      -  SECOND    CLASS 0
 LA1564
 LA1564.The horizontal coordinates were scaled from a map and have
 LA1564.an estimated accuracy of +/- 6 seconds.
 LA1564
 LA1564.The orthometric height was determined by differential leveling and
 LA1564.adjusted by the NATIONAL GEODETIC SURVEY
 LA1564.in June 1991.
 LA1564
 LA1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1564.GEOID18 height accuracy estimate available here.
 LA1564
 LA1564.Click photographs - Photos may exist for this station.
 LA1564
 LA1564.The dynamic height is computed by dividing the NAVD 88
 LA1564.geopotential number by the normal gravity value computed on the
 LA1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1564.degrees latitude (g = 980.6199 gals.).
 LA1564
 LA1564.The modeled gravity was interpolated from observed gravity values.
 LA1564
 LA1564;                    North         East    Units  Estimated Accuracy
 LA1564;SPC IN E     -   567,650.       75,510.      MT  (+/- 180 meters Scaled)
 LA1564
 LA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK887683(NAD 83)
 LA1564
 LA1564                          SUPERSEDED SURVEY CONTROL
 LA1564
 LA1564  NGVD 29 (??/??/92)  264.005  (m)          866.16   (f) ADJ UNCH    2 0
 LA1564
 LA1564.Superseded values are not recommended for survey control.
 LA1564
 LA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1564.See file dsdata.pdf to determine how the superseded data were derived.
 LA1564
 LA1564_MARKER: DB = BENCH MARK DISK
 LA1564_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1564+WITH SETTING: PAVEMENT
 LA1564_SP_SET: WATER TOWER LEG FOUNDATION
 LA1564_STAMPING: T 208 1946
 LA1564_MARK LOGO: CGS
 LA1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1564+STABILITY: SURFACE MOTION
 LA1564
 LA1564  HISTORY     - Date     Condition        Report By
 LA1564  HISTORY     - 1946     MONUMENTED       CGS
 LA1564
 LA1564                          STATION DESCRIPTION
 LA1564
 LA1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1564'AT WINDFALL.
 LA1564'AT WINDFALL, SET ON THE TOP OF THE NORTHEAST CORNER OF THE
 LA1564'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE CITY WATER TOWER,
 LA1564'13 FEET NORTHEAST OF THE CENTER OF THE STAND PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0561 ***********************************************************************
 LB0561  DESIGNATION -  T 209
 LB0561  PID         -  LB0561
 LB0561  STATE/COUNTY-  IN/HAMILTON
 LB0561  COUNTRY     -  US
 LB0561  USGS QUAD   -  ARCADIA (2019)
 LB0561
 LB0561                         *CURRENT SURVEY CONTROL
 LB0561  ______________________________________________________________________
 LB0561* NAD 83(1986) POSITION- 40 07 53.87   (N) 086 00 49.98   (W)   HD_HELD1
 LB0561* NAVD 88 ORTHO HEIGHT -   255.424 (meters)      838.00  (feet) ADJUSTED
 LB0561  ______________________________________________________________________
 LB0561  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 LB0561  DYNAMIC HEIGHT  -        255.286 (meters)      837.55  (feet) COMP
 LB0561  MODELED GRAVITY -    980,081.2   (mgal)                       NAVD 88
 LB0561
 LB0561  VERT ORDER      -  SECOND    CLASS 0
 LB0561
 LB0561.The horizontal coordinates were determined by differentially corrected
 LB0561.hand held GPS observations or other comparable positioning techniques
 LB0561.and have an estimated accuracy of +/- 3 meters.
 LB0561
 LB0561.The orthometric height was determined by differential leveling and
 LB0561.adjusted by the NATIONAL GEODETIC SURVEY
 LB0561.in June 1991.
 LB0561
 LB0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0561.GEOID18 height accuracy estimate available here.
 LB0561
 LB0561.Click photographs - Photos may exist for this station.
 LB0561
 LB0561.The dynamic height is computed by dividing the NAVD 88
 LB0561.geopotential number by the normal gravity value computed on the
 LB0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0561.degrees latitude (g = 980.6199 gals.).
 LB0561
 LB0561.The modeled gravity was interpolated from observed gravity values.
 LB0561
 LB0561;                    North         East    Units  Estimated Accuracy
 LB0561;SPC IN E     -   542,190.7      70,407.8     MT  (+/- 3 meters HH1 GPS) 
 LB0561
 LB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8401342833(NAD 83)
 LB0561
 LB0561                          SUPERSEDED SURVEY CONTROL
 LB0561
 LB0561  NGVD 29 (??/??/92)  255.548  (m)          838.41   (f) ADJ UNCH    2 0
 LB0561
 LB0561.Superseded values are not recommended for survey control.
 LB0561
 LB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0561.See file dsdata.pdf to determine how the superseded data were derived.
 LB0561
 LB0561_MARKER: DB = BENCH MARK DISK
 LB0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0561_SP_SET: WATER TOWER FOUNDATION
 LB0561_STAMPING: T 209 1946
 LB0561_MARK LOGO: CGS
 LB0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0561+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2022
 LB0561
 LB0561  HISTORY     - Date     Condition        Report By
 LB0561  HISTORY     - 1946     MONUMENTED       CGS
 LB0561  HISTORY     - 20220307 GOOD             IN-057
 LB0561
 LB0561                          STATION DESCRIPTION
 LB0561
 LB0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0561'AT CICERO.
 LB0561'AT CICERO, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 LB0561'FOUNDATION FOR THE SOUTHEAST PIER OF THE CITY WATER TOWER, 21
 LB0561'FEET SOUTHEAST OF THE STAND PIPE, AND 1.5 FEET ABOVE THE GROUND.
 LB0561
 LB0561                          STATION RECOVERY (2022)
 LB0561
 LB0561'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0561'BENCH MARK FOUND IN FOUNDATION OF SOUTHEAST PIER OF THE FORMER CITY
 LB0561'WATER TOWER.  MAY NOT BE GOOD FOR OBSERVATIONS DUE TO SURROUNDING
 LB0561'BUILDINGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0333 ***********************************************************************
 MD0333  DESIGNATION -  T 21 RESET
 MD0333  PID         -  MD0333
 MD0333  STATE/COUNTY-  IN/DE KALB
 MD0333  COUNTRY     -  US
 MD0333  USGS QUAD   -  BUTLER WEST (2019)
 MD0333
 MD0333                         *CURRENT SURVEY CONTROL
 MD0333  ______________________________________________________________________
 MD0333* NAD 83(1986) POSITION- 41 25 36.     (N) 084 53 24.     (W)   SCALED
 MD0333* NAVD 88 ORTHO HEIGHT -   267.316 (meters)      877.02  (feet) ADJUSTED
 MD0333  ______________________________________________________________________
 MD0333  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 MD0333  DYNAMIC HEIGHT  -        267.211 (meters)      876.67  (feet) COMP
 MD0333  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 MD0333
 MD0333  VERT ORDER      -  SECOND    CLASS 0
 MD0333
 MD0333.The horizontal coordinates were scaled from a map and have
 MD0333.an estimated accuracy of +/- 6 seconds.
 MD0333
 MD0333.The orthometric height was determined by differential leveling and
 MD0333.adjusted by the NATIONAL GEODETIC SURVEY
 MD0333.in June 1991.
 MD0333
 MD0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0333.GEOID18 height accuracy estimate available here.
 MD0333
 MD0333.Click photographs - Photos may exist for this station.
 MD0333
 MD0333.The dynamic height is computed by dividing the NAVD 88
 MD0333.geopotential number by the normal gravity value computed on the
 MD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0333.degrees latitude (g = 980.6199 gals.).
 MD0333
 MD0333.The modeled gravity was interpolated from observed gravity values.
 MD0333
 MD0333;                    North         East    Units  Estimated Accuracy
 MD0333;SPC IN E     -   686,230.      164,920.      MT  (+/- 180 meters Scaled)
 MD0333
 MD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL763882(NAD 83)
 MD0333
 MD0333                          SUPERSEDED SURVEY CONTROL
 MD0333
 MD0333  NGVD 29 (??/??/92)  267.461  (m)          877.50   (f) ADJ UNCH    2 0
 MD0333
 MD0333.Superseded values are not recommended for survey control.
 MD0333
 MD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0333.See file dsdata.pdf to determine how the superseded data were derived.
 MD0333
 MD0333_MARKER: DB = BENCH MARK DISK
 MD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0333_STAMPING: T 21 RESET 1946
 MD0333_MARK LOGO: CGS
 MD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0333+STABILITY: SURFACE MOTION
 MD0333
 MD0333  HISTORY     - Date     Condition        Report By
 MD0333  HISTORY     - 1946     MONUMENTED       CGS
 MD0333  HISTORY     - 1962     GOOD             CGS
 MD0333
 MD0333                          STATION DESCRIPTION
 MD0333
 MD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0333'1 MI W FROM BUTLER.
 MD0333'ABOUT 1.0 MILES W ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0333'WITH NO. 1 INDIANA HWY. (BROADWAY STREET) IN BUTLER, THENCE
 MD0333'0.2 MILE S ALONG NO. 63 COUNTY HWY., 53 FEET E OF CENTER LINE
 MD0333'OF THE ASPHALT PAVEMENT, 52-1/2 FEET N OF N RAIL OF NEW YORK
 MD0333'CENTRAL R.R. DOUBLE TRACKS, 4.3 FEET LOWER THAN TOP OF SAME, 1
 MD0333'FOOT S OF FENCE, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0499 ***********************************************************************
 LB0499  DESIGNATION -  T 210
 LB0499  PID         -  LB0499
 LB0499  STATE/COUNTY-  IN/CLINTON
 LB0499  COUNTRY     -  US
 LB0499  USGS QUAD   -  HILLISBURG (2019)
 LB0499
 LB0499                         *CURRENT SURVEY CONTROL
 LB0499  ______________________________________________________________________
 LB0499* NAD 83(1986) POSITION- 40 18 05.     (N) 086 16 16.     (W)   SCALED
 LB0499* NAVD 88 ORTHO HEIGHT -   280.774 (meters)      921.17  (feet) ADJUSTED
 LB0499  ______________________________________________________________________
 LB0499  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 LB0499  DYNAMIC HEIGHT  -        280.621 (meters)      920.67  (feet) COMP
 LB0499  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LB0499
 LB0499  VERT ORDER      -  SECOND    CLASS 0
 LB0499
 LB0499.The horizontal coordinates were scaled from a map and have
 LB0499.an estimated accuracy of +/- 6 seconds.
 LB0499
 LB0499.The orthometric height was determined by differential leveling and
 LB0499.adjusted by the NATIONAL GEODETIC SURVEY
 LB0499.in June 1991.
 LB0499
 LB0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0499.GEOID18 height accuracy estimate available here.
 LB0499
 LB0499.Click photographs - Photos may exist for this station.
 LB0499
 LB0499.The dynamic height is computed by dividing the NAVD 88
 LB0499.geopotential number by the normal gravity value computed on the
 LB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0499.degrees latitude (g = 980.6199 gals.).
 LB0499
 LB0499.The modeled gravity was interpolated from observed gravity values.
 LB0499
 LB0499;                    North         East    Units  Estimated Accuracy
 LB0499;SPC IN W     -   561,300.      969,050.      MT  (+/- 180 meters Scaled)
 LB0499
 LB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK619614(NAD 83)
 LB0499
 LB0499                          SUPERSEDED SURVEY CONTROL
 LB0499
 LB0499  NGVD 29 (??/??/92)  280.882  (m)          921.53   (f) ADJ UNCH    2 0
 LB0499
 LB0499.Superseded values are not recommended for survey control.
 LB0499
 LB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0499.See file dsdata.pdf to determine how the superseded data were derived.
 LB0499
 LB0499_MARKER: DB = BENCH MARK DISK
 LB0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0499_STAMPING: T 210 1946
 LB0499_MARK LOGO: CGS
 LB0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0499+STABILITY: SURFACE MOTION
 LB0499
 LB0499  HISTORY     - Date     Condition        Report By
 LB0499  HISTORY     - 1946     MONUMENTED       CGS
 LB0499
 LB0499                          STATION DESCRIPTION
 LB0499
 LB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0499'3.4 MI NW FROM KEMPTON.
 LB0499'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0499'AT KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0499'THENCE ABOUT 2.4 MILES WEST ALONG A GRAVEL ROAD, SET IN THE
 LB0499'NORTHWEST ANGLE OF A T ROAD LEADING NORTH, 18 FEET WEST OF THE
 LB0499'CENTER LINE OF THE ROAD LEADING NORTH, 40 FEET NORTH OF THE
 LB0499'CENTER LINE OF THE EAST-WEST ROAD, 42 FEET WEST AND ACROSS THE
 LB0499'ROAD NORTH FROM A 40 INCH LONE OAK TREE, 16.5 FEET NORTH OF POWER
 LB0499'POLE 14-760, 13 FEET NORTH OF A FENCE CORNER, 0.5 FOOT EAST OF
 LB0499'THE FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 LB0499'A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0363 ***********************************************************************
 LB0363  DESIGNATION -  T 211
 LB0363  PID         -  LB0363
 LB0363  STATE/COUNTY-  IN/TIPTON
 LB0363  COUNTRY     -  US
 LB0363  USGS QUAD   -  KEMPTON (2019)
 LB0363
 LB0363                         *CURRENT SURVEY CONTROL
 LB0363  ______________________________________________________________________
 LB0363* NAD 83(1986) POSITION- 40 17 21.     (N) 086 07 38.     (W)   SCALED
 LB0363* NAVD 88 ORTHO HEIGHT -   274.350 (meters)      900.10  (feet) ADJUSTED
 LB0363  ______________________________________________________________________
 LB0363  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 LB0363  DYNAMIC HEIGHT  -        274.200 (meters)      899.60  (feet) COMP
 LB0363  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 LB0363
 LB0363  VERT ORDER      -  SECOND    CLASS 0
 LB0363
 LB0363.The horizontal coordinates were scaled from a map and have
 LB0363.an estimated accuracy of +/- 6 seconds.
 LB0363
 LB0363.The orthometric height was determined by differential leveling and
 LB0363.adjusted by the NATIONAL GEODETIC SURVEY
 LB0363.in June 1991.
 LB0363
 LB0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0363.GEOID18 height accuracy estimate available here.
 LB0363
 LB0363.Click photographs - Photos may exist for this station.
 LB0363
 LB0363.The dynamic height is computed by dividing the NAVD 88
 LB0363.geopotential number by the normal gravity value computed on the
 LB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0363.degrees latitude (g = 980.6199 gals.).
 LB0363
 LB0363.The modeled gravity was interpolated from observed gravity values.
 LB0363
 LB0363;                    North         East    Units  Estimated Accuracy
 LB0363;SPC IN E     -   559,730.       60,840.      MT  (+/- 180 meters Scaled)
 LB0363
 LB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741602(NAD 83)
 LB0363
 LB0363                          SUPERSEDED SURVEY CONTROL
 LB0363
 LB0363  NGVD 29 (??/??/92)  274.464  (m)          900.47   (f) ADJ UNCH    2 0
 LB0363
 LB0363.Superseded values are not recommended for survey control.
 LB0363
 LB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0363.See file dsdata.pdf to determine how the superseded data were derived.
 LB0363
 LB0363_MARKER: DB = BENCH MARK DISK
 LB0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0363_STAMPING: T 211 1946
 LB0363_MARK LOGO: CGS
 LB0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0363+STABILITY: SURFACE MOTION
 LB0363
 LB0363  HISTORY     - Date     Condition        Report By
 LB0363  HISTORY     - 1946     MONUMENTED       CGS
 LB0363
 LB0363                          STATION DESCRIPTION
 LB0363
 LB0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0363'5 MI N FROM EAST UNION.
 LB0363'ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0363'CHRISTIAN CHURCH AT EAST UNION, ABOUT 0.95 MILE NORTH OF THE
 LB0363'INTERSECTION OF STATE HIGHWAY 28, AT A CROSS ROAD AND RAILROAD
 LB0363'CROSSING, 183 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57
 LB0363'FEET SOUTH AND ACROSS THE EAST-WEST ROAD FROM THE SOUTH RAIL OF
 LB0363'THE NICKLE PLATE RAILROAD, 18 FEET SOUTH OF THE CENTER LINE OF
 LB0363'THE EAST-WEST ROAD, 25.5 FEET EAST OF A T FENCE CORNER POST IN
 LB0363'THE FENCE LINE, 1 FOOT NORTH OF THE FENCE LINE, ABOUT LEVEL WITH
 LB0363'THE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0363'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0364 ***********************************************************************
 LB0364  DESIGNATION -  T 211 RESET
 LB0364  PID         -  LB0364
 LB0364  STATE/COUNTY-  IN/TIPTON
 LB0364  COUNTRY     -  US
 LB0364  USGS QUAD   -  KEMPTON (2019)
 LB0364
 LB0364                         *CURRENT SURVEY CONTROL
 LB0364  ______________________________________________________________________
 LB0364* NAD 83(1986) POSITION- 40 17 21.     (N) 086 07 38.     (W)   SCALED
 LB0364* NAVD 88 ORTHO HEIGHT -   274.42  (meters)      900.3   (feet) RESET
 LB0364  ______________________________________________________________________
 LB0364  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 LB0364  VERT ORDER      -  THIRD
 LB0364
 LB0364.The horizontal coordinates were scaled from a map and have
 LB0364.an estimated accuracy of +/- 6 seconds.
 LB0364
 LB0364.The orthometric height was computed from unverified reset data.
 LB0364
 LB0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0364.GEOID18 height accuracy estimate available here.
 LB0364
 LB0364.Click photographs - Photos may exist for this station.
 LB0364
 LB0364;                    North         East    Units  Estimated Accuracy
 LB0364;SPC IN E     -   559,730.       60,840.      MT  (+/- 180 meters Scaled)
 LB0364
 LB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741602(NAD 83)
 LB0364
 LB0364                          SUPERSEDED SURVEY CONTROL
 LB0364
 LB0364.No superseded survey control is available for this station.
 LB0364
 LB0364_MARKER: DB = BENCH MARK DISK
 LB0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0364_STAMPING: T 211 RESET 1960
 LB0364_MARK LOGO: CGS
 LB0364_PROJECTION: FLUSH
 LB0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0364+STABILITY: SURFACE MOTION
 LB0364
 LB0364  HISTORY     - Date     Condition        Report By
 LB0364  HISTORY     - 1960     MONUMENTED       CGS
 LB0364  HISTORY     - 1961     GOOD             CGS
 LB0364
 LB0364                          STATION DESCRIPTION
 LB0364
 LB0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0364'5 MI N FROM EAST UNION.
 LB0364'THIS MARK IS LOCATED ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY
 LB0364'31 FROM THE EAST UNION CHRISTIAN CHURCH AT EAST UNION, ABOUT
 LB0364'0.95 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 28, AT A
 LB0364'CROSS ROAD AND RAILROAD CROSSING, 61 FEET FROM THE WEST EDGE OF
 LB0364'THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 45.5 FEET SOUTH OF
 LB0364'THE SOUTH EDGE OF THE EAST-WEST COUNTY ROAD.  ABOUT 18 INCHES
 LB0364'FROM THE RIGHT-OF-WAY MIDWAY ALONG THE SOUTHWEST CORNER CUT, AND
 LB0364'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1824 ***********************************************************************
 LA1824  DESIGNATION -  T 212
 LA1824  PID         -  LA1824
 LA1824  STATE/COUNTY-  IN/WABASH
 LA1824  COUNTRY     -  US
 LA1824  USGS QUAD   -  LA FONTAINE (2019)
 LA1824
 LA1824                         *CURRENT SURVEY CONTROL
 LA1824  ______________________________________________________________________
 LA1824* NAD 83(1986) POSITION- 40 44 22.     (N) 085 40 39.     (W)   SCALED
 LA1824* NAVD 88 ORTHO HEIGHT -   255.886 (meters)      839.52  (feet) ADJUSTED
 LA1824  ______________________________________________________________________
 LA1824  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LA1824  DYNAMIC HEIGHT  -        255.762 (meters)      839.11  (feet) COMP
 LA1824  MODELED GRAVITY -    980,133.6   (mgal)                       NAVD 88
 LA1824
 LA1824  VERT ORDER      -  SECOND    CLASS 0
 LA1824
 LA1824.The horizontal coordinates were scaled from a map and have
 LA1824.an estimated accuracy of +/- 6 seconds.
 LA1824
 LA1824.The orthometric height was determined by differential leveling and
 LA1824.adjusted by the NATIONAL GEODETIC SURVEY
 LA1824.in June 1991.
 LA1824
 LA1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1824.GEOID18 height accuracy estimate available here.
 LA1824
 LA1824.Click photographs - Photos may exist for this station.
 LA1824
 LA1824.The dynamic height is computed by dividing the NAVD 88
 LA1824.geopotential number by the normal gravity value computed on the
 LA1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1824.degrees latitude (g = 980.6199 gals.).
 LA1824
 LA1824.The modeled gravity was interpolated from observed gravity values.
 LA1824
 LA1824;                    North         East    Units  Estimated Accuracy
 LA1824;SPC IN E     -   609,620.       99,090.      MT  (+/- 180 meters Scaled)
 LA1824
 LA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL116106(NAD 83)
 LA1824
 LA1824                          SUPERSEDED SURVEY CONTROL
 LA1824
 LA1824  NGVD 29 (??/??/92)  256.011  (m)          839.93   (f) ADJ UNCH    2 0
 LA1824
 LA1824.Superseded values are not recommended for survey control.
 LA1824
 LA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1824.See file dsdata.pdf to determine how the superseded data were derived.
 LA1824
 LA1824_MARKER: DB = BENCH MARK DISK
 LA1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1824_STAMPING: T 212 1947
 LA1824_MARK LOGO: CGS
 LA1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1824+STABILITY: SURFACE MOTION
 LA1824
 LA1824  HISTORY     - Date     Condition        Report By
 LA1824  HISTORY     - 1947     MONUMENTED       CGS
 LA1824
 LA1824                          STATION DESCRIPTION
 LA1824
 LA1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1824'6 MI W FROM MT ETNA.
 LA1824'ABOUT 6.05 MILES WEST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 LA1824'OF STATE HIGHWAY 9 AND 37 AT MT. ETNA, AT A BLACK TOP CROSS ROAD
 LA1824'(THE ROAD NORTH LEADING TO LINCOLNVILLE), 39 FEET SOUTH OF THE
 LA1824'CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF THE
 LA1824'BLACK TOP ROAD, 13 FEET SOUTH OF THE SOUTH END OF A 12-INCH
 LA1824'PIPE CULVERT UNDER THE HIGHWAY, 9.5 FEET WEST OF A POWER POLE,
 LA1824'2.5 FEET NORTH OF A FENCE LINE, 1.3 FEET NORTH OF A WHITE WOODEN
 LA1824'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA1824'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0987 ***********************************************************************
 LA0987  DESIGNATION -  T 213
 LA0987  PID         -  LA0987
 LA0987  STATE/COUNTY-  IN/WELLS
 LA0987  COUNTRY     -  US
 LA0987  USGS QUAD   -  BLUFFTON (2019)
 LA0987
 LA0987                         *CURRENT SURVEY CONTROL
 LA0987  ______________________________________________________________________
 LA0987* NAD 83(1986) POSITION- 40 44 33.9    (N) 085 13 22.1    (W)   HD_HELD2
 LA0987* NAVD 88 ORTHO HEIGHT -   251.488 (meters)      825.09  (feet) ADJUSTED
 LA0987  ______________________________________________________________________
 LA0987  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 LA0987  DYNAMIC HEIGHT  -        251.367 (meters)      824.69  (feet) COMP
 LA0987  MODELED GRAVITY -    980,138.3   (mgal)                       NAVD 88
 LA0987
 LA0987  VERT ORDER      -  SECOND    CLASS 0
 LA0987
 LA0987.The horizontal coordinates were established by autonomous hand held GPS
 LA0987.observations and have an estimated accuracy of +/- 10 meters.
 LA0987
 LA0987.The orthometric height was determined by differential leveling and
 LA0987.adjusted by the NATIONAL GEODETIC SURVEY
 LA0987.in June 1991.
 LA0987
 LA0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0987.GEOID18 height accuracy estimate available here.
 LA0987
 LA0987.Click photographs - Photos may exist for this station.
 LA0987
 LA0987.The dynamic height is computed by dividing the NAVD 88
 LA0987.geopotential number by the normal gravity value computed on the
 LA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0987.degrees latitude (g = 980.6199 gals.).
 LA0987
 LA0987.The modeled gravity was interpolated from observed gravity values.
 LA0987
 LA0987;                    North         East    Units  Estimated Accuracy
 LA0987;SPC IN E     -   610,086.      137,488.      MT  (+/- 10 meters HH2 GPS)
 LA0987
 LA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5004711719(NAD 83)
 LA0987
 LA0987                          SUPERSEDED SURVEY CONTROL
 LA0987
 LA0987  NGVD 29 (??/??/92)  251.627  (m)          825.55   (f) ADJ UNCH    2 0
 LA0987
 LA0987.Superseded values are not recommended for survey control.
 LA0987
 LA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0987.See file dsdata.pdf to determine how the superseded data were derived.
 LA0987
 LA0987_MARKER: DB = BENCH MARK DISK
 LA0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0987_STAMPING: T 213 1947
 LA0987_MARK LOGO: NJGS
 LA0987_PROJECTION: FLUSH
 LA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0987+STABILITY: SURFACE MOTION
 LA0987
 LA0987  HISTORY     - Date     Condition        Report By
 LA0987  HISTORY     - 1947     MONUMENTED       CGS
 LA0987  HISTORY     - 1968     GOOD             CGS
 LA0987
 LA0987                          STATION DESCRIPTION
 LA0987
 LA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0987'2.9 MI W FROM BLUFFTON.
 LA0987'2.9 MILES WEST ALONG S.R. 124 FROM THE COURT HOUSE AT BLUFFTON,
 LA0987'AT A GRAVEL ROAD CROSSING, ABOUT 0.15 MILES WEST OF A CONC. HIGHWAY
 LA0987'BRIDGE, 42 FT. NORTH OF THE C/L OF THE HIGHWAY, 29 FT. WEST OF THE
 LA0987'C/L OF THE CROSSROAD, 7.5 FT. WEST FENCE CORNER POST, 1.5 FT.
 LA0987'SOUTH OF THE FENCE LINE, 1 FT. EAST OF A WHITE WOODEN WITNESS POST,
 LA0987'ABOUT 1 FT. ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONC. POST
 LA0987'PROJ. 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0920 ***********************************************************************
 LA0920  DESIGNATION -  T 214 RESET
 LA0920  PID         -  LA0920
 LA0920  STATE/COUNTY-  IN/BLACKFORD
 LA0920  COUNTRY     -  US
 LA0920  USGS QUAD   -  MONTPELIER (2019)
 LA0920
 LA0920                         *CURRENT SURVEY CONTROL
 LA0920  ______________________________________________________________________
 LA0920* NAD 83(1986) POSITION- 40 33 09.     (N) 085 22 16.     (W)   SCALED
 LA0920* NAVD 88 ORTHO HEIGHT -   263.79  (meters)      865.5   (feet) RESET
 LA0920  ______________________________________________________________________
 LA0920  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 LA0920  VERT ORDER      -  THIRD
 LA0920
 LA0920.The horizontal coordinates were scaled from a map and have
 LA0920.an estimated accuracy of +/- 6 seconds.
 LA0920
 LA0920.The orthometric height was computed from unverified reset data.
 LA0920
 LA0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0920.GEOID18 height accuracy estimate available here.
 LA0920
 LA0920.Click photographs - Photos may exist for this station.
 LA0920
 LA0920;                    North         East    Units  Estimated Accuracy
 LA0920;SPC IN E     -   588,910.      125,030.      MT  (+/- 180 meters Scaled)
 LA0920
 LA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK379903(NAD 83)
 LA0920
 LA0920                          SUPERSEDED SURVEY CONTROL
 LA0920
 LA0920  NGVD 29 (08/22/16)  263.92   (m)          865.9    (f) RESET       3  
 LA0920
 LA0920.Superseded values are not recommended for survey control.
 LA0920
 LA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0920.See file dsdata.pdf to determine how the superseded data were derived.
 LA0920
 LA0920_MARKER: DB = BENCH MARK DISK
 LA0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0920_SP_SET: BRIDGE CURB
 LA0920_STAMPING: T 214 RESET 1969
 LA0920_MARK LOGO: CGS
 LA0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0920
 LA0920  HISTORY     - Date     Condition        Report By
 LA0920  HISTORY     - 1969     MONUMENTED       CGS
 LA0920
 LA0920                          STATION DESCRIPTION
 LA0920
 LA0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0920'6.7 MI N FROM HARTFORD CITY.
 LA0920'LOCATED AT THE JUNCTION OF STATE HIGHWAYS 3 AND 18, A STANDARD
 LA0920'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB OF BRIDGE,
 LA0920'6 INCHES EAST OF THE WEST END OF THE BRIDGE, 8 INCHES ABOVE
 LA0920'LEVEL OF HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF STATE
 LA0920'HIGHWAY 18 AND 105 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LA0920'3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0927 ***********************************************************************
 LA0927  DESIGNATION -  T 215
 LA0927  PID         -  LA0927
 LA0927  STATE/COUNTY-  IN/JAY
 LA0927  COUNTRY     -  US
 LA0927  USGS QUAD   -  PETROLEUM (2019)
 LA0927
 LA0927                         *CURRENT SURVEY CONTROL
 LA0927  ______________________________________________________________________
 LA0927* NAD 83(1986) POSITION- 40 33 09.     (N) 085 10 54.     (W)   SCALED
 LA0927* NAVD 88 ORTHO HEIGHT -   278.305 (meters)      913.07  (feet) ADJUSTED
 LA0927  ______________________________________________________________________
 LA0927  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 LA0927  DYNAMIC HEIGHT  -        278.166 (meters)      912.62  (feet) COMP
 LA0927  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LA0927
 LA0927  VERT ORDER      -  SECOND    CLASS 0
 LA0927
 LA0927.The horizontal coordinates were scaled from a map and have
 LA0927.an estimated accuracy of +/- 6 seconds.
 LA0927
 LA0927.The orthometric height was determined by differential leveling and
 LA0927.adjusted by the NATIONAL GEODETIC SURVEY
 LA0927.in June 1991.
 LA0927
 LA0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0927.GEOID18 height accuracy estimate available here.
 LA0927
 LA0927.Click photographs - Photos may exist for this station.
 LA0927
 LA0927.The dynamic height is computed by dividing the NAVD 88
 LA0927.geopotential number by the normal gravity value computed on the
 LA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0927.degrees latitude (g = 980.6199 gals.).
 LA0927
 LA0927.The modeled gravity was interpolated from observed gravity values.
 LA0927
 LA0927;                    North         East    Units  Estimated Accuracy
 LA0927;SPC IN E     -   588,980.      141,080.      MT  (+/- 180 meters Scaled)
 LA0927
 LA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK539906(NAD 83)
 LA0927
 LA0927                          SUPERSEDED SURVEY CONTROL
 LA0927
 LA0927  NGVD 29 (??/??/92)  278.439  (m)          913.51   (f) ADJ UNCH    2 0
 LA0927
 LA0927.Superseded values are not recommended for survey control.
 LA0927
 LA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0927.See file dsdata.pdf to determine how the superseded data were derived.
 LA0927
 LA0927_MARKER: DB = BENCH MARK DISK
 LA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0927_STAMPING: T 215 1947
 LA0927_MARK LOGO: CGS
 LA0927_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0927+STABILITY: SURFACE MOTION
 LA0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0927+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2017
 LA0927
 LA0927  HISTORY     - Date     Condition        Report By
 LA0927  HISTORY     - 1947     MONUMENTED       CGS
 LA0927  HISTORY     - 20171128 GOOD             INDIV
 LA0927
 LA0927                          STATION DESCRIPTION
 LA0927
 LA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0927'1.7 MI W FROM FIAT.
 LA0927'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 18 FROM ITS
 LA0927'INTERSECTION WITH STATE HIGHWAY 1 AT FIAT, ABOUT 1.0 MILE EAST
 LA0927'OF THE JAY-BLACKFORD COUNTY LINE, AT A GRAVEL CROSS ROAD, 47
 LA0927'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF
 LA0927'THE CENTER LINE OF THE CROSS ROAD, 7 FEET SOUTH OF A FENCE
 LA0927'CORNER POST, 2 FEET SOUTHWEST OF THE FENCE LINE, 1.5 FEET SOUTH
 LA0927'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0927'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0927
 LA0927                          STATION RECOVERY (2017)
 LA0927
 LA0927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEF)
 LA0927'THE BENCH MARK IS LOCATED 1.0 MI (1.6 KM) EAST ALONG S.R. 18 FROM THE
 LA0927'BLACKFORD-JAY COUNTY LINE, AT THE INTERSECTION WITH C.R. 1150 W, 47 FT
 LA0927'(14.3 M) NORTH THE CENTERLINE OF SAID S.R. 18, 20 FT (6.1 M) EAST OF
 LA0927'THE CENTERLINE OF SAID C.R. 1150 W, 2 FT (0.6 M) ABOVE LEVEL OF
 LA0927'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1242 ***********************************************************************
 LA1242  DESIGNATION -  T 216
 LA1242  PID         -  LA1242
 LA1242  STATE/COUNTY-  IN/GRANT
 LA1242  COUNTRY     -  US
 LA1242  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1242
 LA1242                         *CURRENT SURVEY CONTROL
 LA1242  ______________________________________________________________________
 LA1242* NAD 83(1986) POSITION- 40 27 06.     (N) 085 29 38.     (W)   SCALED
 LA1242* NAVD 88 ORTHO HEIGHT -   272.070 (meters)      892.62  (feet) ADJUSTED
 LA1242  ______________________________________________________________________
 LA1242  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 LA1242  DYNAMIC HEIGHT  -        271.931 (meters)      892.16  (feet) COMP
 LA1242  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1242
 LA1242  VERT ORDER      -  SECOND    CLASS 0
 LA1242
 LA1242.The horizontal coordinates were scaled from a map and have
 LA1242.an estimated accuracy of +/- 6 seconds.
 LA1242
 LA1242.The orthometric height was determined by differential leveling and
 LA1242.adjusted by the NATIONAL GEODETIC SURVEY
 LA1242.in June 1991.
 LA1242
 LA1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1242.GEOID18 height accuracy estimate available here.
 LA1242
 LA1242.Click photographs - Photos may exist for this station.
 LA1242
 LA1242.The dynamic height is computed by dividing the NAVD 88
 LA1242.geopotential number by the normal gravity value computed on the
 LA1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1242.degrees latitude (g = 980.6199 gals.).
 LA1242
 LA1242.The modeled gravity was interpolated from observed gravity values.
 LA1242
 LA1242;                    North         East    Units  Estimated Accuracy
 LA1242;SPC IN E     -   577,680.      114,660.      MT  (+/- 180 meters Scaled)
 LA1242
 LA1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277789(NAD 83)
 LA1242
 LA1242                          SUPERSEDED SURVEY CONTROL
 LA1242
 LA1242  NGVD 29 (??/??/92)  272.203  (m)          893.05   (f) ADJ UNCH    2 0
 LA1242
 LA1242.Superseded values are not recommended for survey control.
 LA1242
 LA1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1242.See file dsdata.pdf to determine how the superseded data were derived.
 LA1242
 LA1242_MARKER: DB = BENCH MARK DISK
 LA1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1242_STAMPING: T 216 1947
 LA1242_MARK LOGO: CGS
 LA1242_PROJECTION: RECESSED 15 CENTIMETERS
 LA1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1242+STABILITY: SURFACE MOTION
 LA1242
 LA1242  HISTORY     - Date     Condition        Report By
 LA1242  HISTORY     - 1947     MONUMENTED       CGS
 LA1242
 LA1242                          STATION DESCRIPTION
 LA1242
 LA1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1242'1.6 MI S FROM UPLAND.
 LA1242'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE
 LA1242'PENNSYLVANIA RAILROAD STATION AT UPLAND, AT THE JUNCTION OF STATE
 LA1242'HIGHWAY 26 LEADING EAST AND A GRAVEL ROAD LEADING WEST, 40 FEET
 LA1242'WEST OF THE CENTER LINE OF HIGHWAY 221, 30.5 FEET SOUTH OF
 LA1242'THE CENTER LINE OF THE GRAVEL ROAD, 10 FEET SOUTH OF A FENCE
 LA1242'CORNER, 29 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF
 LA1242'THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA1242'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1242'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1227 ***********************************************************************
 LA1227  DESIGNATION -  T 217
 LA1227  PID         -  LA1227
 LA1227  STATE/COUNTY-  IN/DELAWARE
 LA1227  COUNTRY     -  US
 LA1227  USGS QUAD   -  WHEELING (2019)
 LA1227
 LA1227                         *CURRENT SURVEY CONTROL
 LA1227  ______________________________________________________________________
 LA1227* NAD 83(1986) POSITION- 40 16 36.     (N) 085 26 10.     (W)   SCALED
 LA1227* NAVD 88 ORTHO HEIGHT -   277.342 (meters)      909.91  (feet) ADJUSTED
 LA1227  ______________________________________________________________________
 LA1227  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 LA1227  DYNAMIC HEIGHT  -        277.197 (meters)      909.44  (feet) COMP
 LA1227  MODELED GRAVITY -    980,096.1   (mgal)                       NAVD 88
 LA1227
 LA1227  VERT ORDER      -  SECOND    CLASS 0
 LA1227
 LA1227.The horizontal coordinates were scaled from a map and have
 LA1227.an estimated accuracy of +/- 6 seconds.
 LA1227
 LA1227.The orthometric height was determined by differential leveling and
 LA1227.adjusted by the NATIONAL GEODETIC SURVEY
 LA1227.in June 1991.
 LA1227
 LA1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1227.GEOID18 height accuracy estimate available here.
 LA1227
 LA1227.Click photographs - Photos may exist for this station.
 LA1227
 LA1227.The dynamic height is computed by dividing the NAVD 88
 LA1227.geopotential number by the normal gravity value computed on the
 LA1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1227.degrees latitude (g = 980.6199 gals.).
 LA1227
 LA1227.The modeled gravity was interpolated from observed gravity values.
 LA1227
 LA1227;                    North         East    Units  Estimated Accuracy
 LA1227;SPC IN E     -   558,260.      119,610.      MT  (+/- 180 meters Scaled)
 LA1227
 LA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK329596(NAD 83)
 LA1227
 LA1227                          SUPERSEDED SURVEY CONTROL
 LA1227
 LA1227  NGVD 29 (??/??/92)  277.479  (m)          910.36   (f) ADJ UNCH    2 0
 LA1227
 LA1227.Superseded values are not recommended for survey control.
 LA1227
 LA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1227.See file dsdata.pdf to determine how the superseded data were derived.
 LA1227
 LA1227_MARKER: DB = BENCH MARK DISK
 LA1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1227_STAMPING: T 217 1947
 LA1227_MARK LOGO: CGS
 LA1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1227+STABILITY: SURFACE MOTION
 LA1227
 LA1227  HISTORY     - Date     Condition        Report By
 LA1227  HISTORY     - 1947     MONUMENTED       CGS
 LA1227
 LA1227                          STATION DESCRIPTION
 LA1227
 LA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1227'6.2 MI NW FROM MUNCIE.
 LA1227'ABOUT 6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 LA1227'HOUSE AT MUNCIE, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 LA1227'OF STATE HIGHWAY 28, 119 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 LA1227'28, 25.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 35, 105 FEET WEST
 LA1227'AND ACROSS HIGHWAY 35 FROM THE WEST CORNER OF MODES LUNCH ROOM,
 LA1227'39 FEET NORTHWEST OF GUY POLE NO. DE 35165, 2 FEET NORTH OF A
 LA1227'FENCE CORNER, 2.5 FEET SOUTH OF TELEPHONE POLE 261, 1.5 FEET
 LA1227'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1227'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA1227'INCHES.  NOTE-- MARK MAY BE REACHED FROM ALEXANDRIA, MADISON
 LA1227'COUNTY BY GOING ABOUT 12.25 MILES EAST ALONG STATE HIGHWAY 28
 LA1227'FROM ITS INTERSECTION WITH STATE HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1511 ***********************************************************************
 LA1511  DESIGNATION -  T 218
 LA1511  PID         -  LA1511
 LA1511  STATE/COUNTY-  IN/DELAWARE
 LA1511  COUNTRY     -  US
 LA1511  USGS QUAD   -  MIDDLETOWN (2019)
 LA1511
 LA1511                         *CURRENT SURVEY CONTROL
 LA1511  ______________________________________________________________________
 LA1511* NAD 83(1986) POSITION- 40 06 55.     (N) 085 34 33.     (W)   SCALED
 LA1511* NAVD 88 ORTHO HEIGHT -   278.397 (meters)      913.37  (feet) ADJUSTED
 LA1511  ______________________________________________________________________
 LA1511  GEOID HEIGHT    -        -33.956 (meters)                     GEOID18
 LA1511  DYNAMIC HEIGHT  -        278.248 (meters)      912.89  (feet) COMP
 LA1511  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 LA1511
 LA1511  VERT ORDER      -  SECOND    CLASS 0
 LA1511
 LA1511.The horizontal coordinates were scaled from a map and have
 LA1511.an estimated accuracy of +/- 6 seconds.
 LA1511
 LA1511.The orthometric height was determined by differential leveling and
 LA1511.adjusted by the NATIONAL GEODETIC SURVEY
 LA1511.in June 1991.
 LA1511
 LA1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1511.GEOID18 height accuracy estimate available here.
 LA1511
 LA1511.Click photographs - Photos may exist for this station.
 LA1511
 LA1511.The dynamic height is computed by dividing the NAVD 88
 LA1511.geopotential number by the normal gravity value computed on the
 LA1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1511.degrees latitude (g = 980.6199 gals.).
 LA1511
 LA1511.The modeled gravity was interpolated from observed gravity values.
 LA1511
 LA1511;                    North         East    Units  Estimated Accuracy
 LA1511;SPC IN E     -   540,320.      107,740.      MT  (+/- 180 meters Scaled)
 LA1511
 LA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK213415(NAD 83)
 LA1511
 LA1511                          SUPERSEDED SURVEY CONTROL
 LA1511
 LA1511  NGVD 29 (??/??/92)  278.535  (m)          913.83   (f) ADJ UNCH    2 0
 LA1511
 LA1511.Superseded values are not recommended for survey control.
 LA1511
 LA1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1511.See file dsdata.pdf to determine how the superseded data were derived.
 LA1511
 LA1511_MARKER: DB = BENCH MARK DISK
 LA1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1511_STAMPING: T 218 1947
 LA1511_MARK LOGO: CGS
 LA1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1511+STABILITY: SURFACE MOTION
 LA1511
 LA1511  HISTORY     - Date     Condition        Report By
 LA1511  HISTORY     - 1947     MONUMENTED       CGS
 LA1511
 LA1511                          STATION DESCRIPTION
 LA1511
 LA1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1511'1.2 MI E FROM CHESTERFIELD.
 LA1511'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GRAMMAR
 LA1511'SCHOOL AT CHESTERFIELD, SET IN THE SOUTHEAST QUARTER OF THE
 LA1511'INTERSECTION OF THE DELAWARE-MADISON COUNTY LINE ROAD, 28 FEET
 LA1511'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF
 LA1511'THE CENTER LINE OF THE COUNTY LINE ROAD, 18.8 FEET NORTH OF THE
 LA1511'NORTH RAIL OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 LA1511'RAILWAY, 6.0 FEET SOUTH OF A POWER POLE, 7 FEET EAST OF A
 LA1511'HIGHWAY R/W MARKER POST, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 LA1511'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA1511'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1172 ***********************************************************************
 LA1172  DESIGNATION -  T 219
 LA1172  PID         -  LA1172
 LA1172  STATE/COUNTY-  IN/DELAWARE
 LA1172  COUNTRY     -  US
 LA1172  USGS QUAD   -  MUNCIE EAST (2019)
 LA1172
 LA1172                         *CURRENT SURVEY CONTROL
 LA1172  ______________________________________________________________________
 LA1172* NAD 83(1986) POSITION- 40 14 27.     (N) 085 17 45.     (W)   SCALED
 LA1172* NAVD 88 ORTHO HEIGHT -   291.966 (meters)      957.89  (feet) ADJUSTED
 LA1172  ______________________________________________________________________
 LA1172  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 LA1172  DYNAMIC HEIGHT  -        291.812 (meters)      957.39  (feet) COMP
 LA1172  MODELED GRAVITY -    980,090.2   (mgal)                       NAVD 88
 LA1172
 LA1172  VERT ORDER      -  SECOND    CLASS 0
 LA1172
 LA1172.The horizontal coordinates were scaled from a map and have
 LA1172.an estimated accuracy of +/- 6 seconds.
 LA1172
 LA1172.The orthometric height was determined by differential leveling and
 LA1172.adjusted by the NATIONAL GEODETIC SURVEY
 LA1172.in June 1991.
 LA1172
 LA1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1172.GEOID18 height accuracy estimate available here.
 LA1172
 LA1172.Click photographs - Photos may exist for this station.
 LA1172
 LA1172.The dynamic height is computed by dividing the NAVD 88
 LA1172.geopotential number by the normal gravity value computed on the
 LA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1172.degrees latitude (g = 980.6199 gals.).
 LA1172
 LA1172.The modeled gravity was interpolated from observed gravity values.
 LA1172
 LA1172;                    North         East    Units  Estimated Accuracy
 LA1172;SPC IN E     -   554,320.      131,550.      MT  (+/- 180 meters Scaled)
 LA1172
 LA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK449558(NAD 83)
 LA1172
 LA1172                          SUPERSEDED SURVEY CONTROL
 LA1172
 LA1172  NGVD 29 (??/??/92)  292.101  (m)          958.33   (f) ADJ UNCH    2 0
 LA1172
 LA1172.Superseded values are not recommended for survey control.
 LA1172
 LA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1172.See file dsdata.pdf to determine how the superseded data were derived.
 LA1172
 LA1172_MARKER: DB = BENCH MARK DISK
 LA1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1172_STAMPING: T 219 1947
 LA1172_MARK LOGO: CGS
 LA1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1172+STABILITY: SURFACE MOTION
 LA1172
 LA1172  HISTORY     - Date     Condition        Report By
 LA1172  HISTORY     - 1947     MONUMENTED       CGS
 LA1172
 LA1172                          STATION DESCRIPTION
 LA1172
 LA1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1172'0.3 MI SW FROM DE SOTO.
 LA1172'ABOUT 0.3 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1172'LOUIS RAILROAD FROM THE STATION AT DE SOTO, AT AN EAST-WEST BLACK
 LA1172'TOP ROAD, 25.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET SOUTH
 LA1172'OF THE CENTER LINE OF THE BLACK TOP ROAD, 19 FEET NORTHEAST
 LA1172'OF A TELEGRAPH POLE, 12 FEET NORTHWEST OF THE FENCE LINE, 37.5
 LA1172'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE
 LA1172'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 LA1172'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0700 ***********************************************************************
 MD0700  DESIGNATION -  T 22
 MD0700  PID         -  MD0700
 MD0700  STATE/COUNTY-  IN/ALLEN
 MD0700  COUNTRY     -  US
 MD0700  USGS QUAD   -  HUNTERTOWN (2019)
 MD0700
 MD0700                         *CURRENT SURVEY CONTROL
 MD0700  ______________________________________________________________________
 MD0700* NAD 83(1986) POSITION- 41 11 47.2    (N) 085 08 50.9    (W)   HD_HELD2
 MD0700* NAVD 88 ORTHO HEIGHT -   260.028 (meters)      853.11  (feet) ADJUSTED
 MD0700  ______________________________________________________________________
 MD0700  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 MD0700  DYNAMIC HEIGHT  -        259.926 (meters)      852.77  (feet) COMP
 MD0700  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 MD0700
 MD0700  VERT ORDER      -  SECOND    CLASS 0
 MD0700
 MD0700.The horizontal coordinates were established by autonomous hand held GPS
 MD0700.observations and have an estimated accuracy of +/- 10 meters.
 MD0700
 MD0700.The orthometric height was determined by differential leveling and
 MD0700.adjusted by the NATIONAL GEODETIC SURVEY
 MD0700.in June 1991.
 MD0700
 MD0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0700.GEOID18 height accuracy estimate available here.
 MD0700
 MD0700.Click photographs - Photos may exist for this station.
 MD0700
 MD0700.The dynamic height is computed by dividing the NAVD 88
 MD0700.geopotential number by the normal gravity value computed on the
 MD0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0700.degrees latitude (g = 980.6199 gals.).
 MD0700
 MD0700.The modeled gravity was interpolated from observed gravity values.
 MD0700
 MD0700;                    North         East    Units  Estimated Accuracy
 MD0700;SPC IN E     -   660,504.      143,551.      MT  (+/- 10 meters HH2 GPS)
 MD0700
 MD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5534062218(NAD 83)
 MD0700
 MD0700                          SUPERSEDED SURVEY CONTROL
 MD0700
 MD0700  NGVD 29 (??/??/92)  260.143  (m)          853.49   (f) ADJ UNCH    2 0
 MD0700
 MD0700.Superseded values are not recommended for survey control.
 MD0700
 MD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0700.See file dsdata.pdf to determine how the superseded data were derived.
 MD0700
 MD0700_MARKER: DB = BENCH MARK DISK
 MD0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0700_STAMPING: T 22 1934 AUG 1946
 MD0700_MARK LOGO: CGS
 MD0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0700+STABILITY: SURFACE MOTION
 MD0700
 MD0700  HISTORY     - Date     Condition        Report By
 MD0700  HISTORY     - 1934     MONUMENTED       CGS
 MD0700  HISTORY     - 1968     GOOD             INHD
 MD0700  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0700
 MD0700                          STATION DESCRIPTION
 MD0700
 MD0700'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0700'2.1 MI S FROM HUNTERTOWN.
 MD0700'ABOUT 2.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0700'THE ROAD CROSSING AT HUNTERTOWN, ABOUT 7.7 MILES NORTH ALONG THE
 MD0700'NEW YORK CENTRAL RAILROAD FROM THE STATION AT FORT WAYNE, AT
 MD0700'A GRAVEL ROAD CROSSING (CARROLL SWITCH), ABOUT 150 FEET SOUTH
 MD0700'OF THE SOUTH END OF THE SWITCH, 45.5 FEET WEST OF THE WEST RAIL,
 MD0700'40 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 21 FEET
 MD0700'NORTH OF A TELEPHONE POLE AT A FENCE CORNER, 2 FEET EAST OF
 MD0700'THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN
 MD0700'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.  NOTE-- THIS
 MD0700'MARK MAY BE REACHED FROM THE POST OFFICE AT HUNTERTOWN BY
 MD0700'GOING ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE ABOUT
 MD0700'1.3 MILES EAST ALONG A GRAVEL ROAD TO THE CROSSING OF THE NEW
 MD0700'YORK CENTRAL RAILROAD.
 MD0700
 MD0700                          STATION RECOVERY (2018)
 MD0700
 MD0700'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0700'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1192 ***********************************************************************
 LA1192  DESIGNATION -  T 220
 LA1192  PID         -  LA1192
 LA1192  STATE/COUNTY-  IN/RANDOLPH
 LA1192  COUNTRY     -  US
 LA1192  USGS QUAD   -  REDKEY (2019)
 LA1192
 LA1192                         *CURRENT SURVEY CONTROL
 LA1192  ______________________________________________________________________
 LA1192* NAD 83(1986) POSITION- 40 17 48.     (N) 085 11 42.     (W)   SCALED
 LA1192* NAVD 88 ORTHO HEIGHT -   290.396 (meters)      952.74  (feet) ADJUSTED
 LA1192  ______________________________________________________________________
 LA1192  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LA1192  DYNAMIC HEIGHT  -        290.244 (meters)      952.24  (feet) COMP
 LA1192  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 LA1192
 LA1192  VERT ORDER      -  SECOND    CLASS 0
 LA1192
 LA1192.The horizontal coordinates were scaled from a map and have
 LA1192.an estimated accuracy of +/- 6 seconds.
 LA1192
 LA1192.The orthometric height was determined by differential leveling and
 LA1192.adjusted by the NATIONAL GEODETIC SURVEY
 LA1192.in June 1991.
 LA1192
 LA1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1192.GEOID18 height accuracy estimate available here.
 LA1192
 LA1192.Click photographs - Photos may exist for this station.
 LA1192
 LA1192.The dynamic height is computed by dividing the NAVD 88
 LA1192.geopotential number by the normal gravity value computed on the
 LA1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1192.degrees latitude (g = 980.6199 gals.).
 LA1192
 LA1192.The modeled gravity was interpolated from observed gravity values.
 LA1192
 LA1192;                    North         East    Units  Estimated Accuracy
 LA1192;SPC IN E     -   560,560.      140,100.      MT  (+/- 180 meters Scaled)
 LA1192
 LA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK534622(NAD 83)
 LA1192
 LA1192                          SUPERSEDED SURVEY CONTROL
 LA1192
 LA1192  NGVD 29 (??/??/92)  290.53   (m)          953.2    (f) COMPUTED    2 0
 LA1192
 LA1192.Superseded values are not recommended for survey control.
 LA1192
 LA1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1192.See file dsdata.pdf to determine how the superseded data were derived.
 LA1192
 LA1192_MARKER: DB = BENCH MARK DISK
 LA1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1192_STAMPING: T 220 1947
 LA1192_MARK LOGO: CGS
 LA1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1192+STABILITY: SURFACE MOTION
 LA1192
 LA1192  HISTORY     - Date     Condition        Report By
 LA1192  HISTORY     - 1947     MONUMENTED       CGS
 LA1192
 LA1192                          STATION DESCRIPTION
 LA1192
 LA1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1192'AT FAIRVIEW.
 LA1192'AT FAIRVIEW, AT THE CROSSROADS, 37 FEET SOUTH OF THE CENTER LINE
 LA1192'OF STATE HIGHWAY 28, 59 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA1192'ROAD, 61 FEET WEST OF TELEPHONE POLE NO. A 4/3, 26 FEET EAST OF
 LA1192'THE CENTER OF A DRAIN BASIN, 2 FEET NORTH OF A HIGHWAY R/W MARKER
 LA1192'POST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1192'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1193 ***********************************************************************
 LA1193  DESIGNATION -  T 220 RESET
 LA1193  PID         -  LA1193
 LA1193  STATE/COUNTY-  IN/RANDOLPH
 LA1193  COUNTRY     -  US
 LA1193  USGS QUAD   -  REDKEY (2019)
 LA1193
 LA1193                         *CURRENT SURVEY CONTROL
 LA1193  ______________________________________________________________________
 LA1193* NAD 83(1986) POSITION- 40 17 47.     (N) 085 11 42.     (W)   SCALED
 LA1193* NAVD 88 ORTHO HEIGHT -   290.45  (meters)      952.9   (feet) RESET
 LA1193  ______________________________________________________________________
 LA1193  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LA1193  VERT ORDER      -  THIRD
 LA1193
 LA1193.The horizontal coordinates were scaled from a map and have
 LA1193.an estimated accuracy of +/- 6 seconds.
 LA1193
 LA1193.The orthometric height was computed from unverified reset data.
 LA1193
 LA1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1193.GEOID18 height accuracy estimate available here.
 LA1193
 LA1193.Click photographs - Photos may exist for this station.
 LA1193
 LA1193;                    North         East    Units  Estimated Accuracy
 LA1193;SPC IN E     -   560,530.      140,100.      MT  (+/- 180 meters Scaled)
 LA1193
 LA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK534622(NAD 83)
 LA1193
 LA1193                          SUPERSEDED SURVEY CONTROL
 LA1193
 LA1193  NGVD 29 (??/??/??)  290.59   (m)          953.4    (f) RESET       3  
 LA1193
 LA1193.Superseded values are not recommended for survey control.
 LA1193
 LA1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1193.See file dsdata.pdf to determine how the superseded data were derived.
 LA1193
 LA1193_MARKER: DB = BENCH MARK DISK
 LA1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1193_SP_SET: FOUNDATION
 LA1193_STAMPING: T 220 1947 RESET 1951
 LA1193_MARK LOGO: CGS
 LA1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1193
 LA1193  HISTORY     - Date     Condition        Report By
 LA1193  HISTORY     - 1951     MONUMENTED       INHD
 LA1193  HISTORY     - 1981     GOOD             LOCSUR
 LA1193
 LA1193                          STATION DESCRIPTION
 LA1193
 LA1193'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1951
 LA1193'AT FAIRVIEW.
 LA1193'AT FAIRVIEW, RANDOLPH COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 LA1193'28 AND A NORTH-AND-SOUTH ROAD, 120 FEET EAST OF THE CENTERLINE OF
 LA1193'THE ROAD, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30.8 FEET
 LA1193'NORTHEAST OF THE NORTHEAST CORNER OF THE KINDER GROCERY STORE, 2.4
 LA1193'FEET EAST OF A POLE, AND IN THE NORTHWEST CORNER OF A 2- BY 2-FOOT
 LA1193'CONCRETE FOUNDATION FOR A GASOLINE SIGN.
 LA1193
 LA1193                          STATION RECOVERY (1981)
 LA1193
 LA1193'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LA1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0654 ***********************************************************************
 LA0654  DESIGNATION -  T 221
 LA0654  PID         -  LA0654
 LA0654  STATE/COUNTY-  IN/ALLEN
 LA0654  COUNTRY     -  US
 LA0654  USGS QUAD   -  HOAGLAND (2019)
 LA0654
 LA0654                         *CURRENT SURVEY CONTROL
 LA0654  ______________________________________________________________________
 LA0654* NAD 83(1986) POSITION- 40 56 54.6    (N) 084 58 41.8    (W)   HD_HELD2
 LA0654* NAVD 88 ORTHO HEIGHT -   254.589 (meters)      835.26  (feet) ADJUSTED
 LA0654  ______________________________________________________________________
 LA0654  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 LA0654  DYNAMIC HEIGHT  -        254.481 (meters)      834.91  (feet) COMP
 LA0654  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 LA0654
 LA0654  VERT ORDER      -  SECOND    CLASS 0
 LA0654
 LA0654.The horizontal coordinates were established by autonomous hand held GPS
 LA0654.observations and have an estimated accuracy of +/- 10 meters.
 LA0654
 LA0654.The orthometric height was determined by differential leveling and
 LA0654.adjusted by the NATIONAL GEODETIC SURVEY
 LA0654.in June 1991.
 LA0654
 LA0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0654.GEOID18 height accuracy estimate available here.
 LA0654
 LA0654.Click photographs - Photos may exist for this station.
 LA0654
 LA0654.The dynamic height is computed by dividing the NAVD 88
 LA0654.geopotential number by the normal gravity value computed on the
 LA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0654.degrees latitude (g = 980.6199 gals.).
 LA0654
 LA0654.The modeled gravity was interpolated from observed gravity values.
 LA0654
 LA0654;                    North         East    Units  Estimated Accuracy
 LA0654;SPC IN E     -   633,067.      157,961.      MT  (+/- 10 meters HH2 GPS)
 LA0654
 LA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7016735008(NAD 83)
 LA0654
 LA0654                          SUPERSEDED SURVEY CONTROL
 LA0654
 LA0654  NGVD 29 (??/??/92)  254.742  (m)          835.77   (f) ADJ UNCH    2 0
 LA0654
 LA0654.Superseded values are not recommended for survey control.
 LA0654
 LA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0654.See file dsdata.pdf to determine how the superseded data were derived.
 LA0654
 LA0654_MARKER: DB = BENCH MARK DISK
 LA0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0654_STAMPING: T 221 1947
 LA0654_MARK LOGO: CGS
 LA0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0654+STABILITY: SURFACE MOTION
 LA0654
 LA0654  HISTORY     - Date     Condition        Report By
 LA0654  HISTORY     - 1947     MONUMENTED       CGS
 LA0654  HISTORY     - 1968     POOR             CGS
 LA0654
 LA0654                          STATION DESCRIPTION
 LA0654
 LA0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0654'0.2 MI E FROM HOAGLAND.
 LA0654'ABOUT 0.2 MILE EAST ALONG A BLACKTOP ROAD FROM THE MADISON
 LA0654'TWP. SCHOOL AT HOAGLAND, ABOUT 0.75 MILE EAST OF THE CROSSING
 LA0654'OF THE PENN. R.R. AT HOAGLAND, AT A GRAVEL ROAD CROSSING LEADING
 LA0654'TO BINGEN, 133 FT. WEST OF THE PROLONGED C/L OF THE ROAD SOUTH
 LA0654'AND A FENCE CORNER, POST IN THE NORTH R/W FENCE 23 FT. NORTH OF
 LA0654'THE C/L OF THE BLACKTOP ROAD, 121 FT. WEST OF A PWP. 28526 1.5 FT.
 LA0654'SOUTH OF A FENCE LINE, 2 FT WEST OF A STEEL WITNESS POST, ABOUT
 LA0654'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECTING
 LA0654'3 INCHES.  NOTE-- THIS MARK APPARENTLY HIT BY MOWER AS THE BRONZE
 LA0654'MARK IS BATTERED ALTHOUGH THE MARK IS SOLID AND THE ELEVATION
 LA0654'SEEMS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0633 ***********************************************************************
 LA0633  DESIGNATION -  T 225
 LA0633  PID         -  LA0633
 LA0633  STATE/COUNTY-  IN/ADAMS
 LA0633  COUNTRY     -  US
 LA0633  USGS QUAD   -  BERNE (2019)
 LA0633
 LA0633                         *CURRENT SURVEY CONTROL
 LA0633  ______________________________________________________________________
 LA0633* NAD 83(1986) POSITION- 40 40 18.     (N) 084 57 21.     (W)   SCALED
 LA0633* NAVD 88 ORTHO HEIGHT -   256.287 (meters)      840.83  (feet) ADJUSTED
 LA0633  ______________________________________________________________________
 LA0633  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 LA0633  DYNAMIC HEIGHT  -        256.167 (meters)      840.44  (feet) COMP
 LA0633  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 LA0633
 LA0633  VERT ORDER      -  SECOND    CLASS 0
 LA0633
 LA0633.The horizontal coordinates were scaled from a map and have
 LA0633.an estimated accuracy of +/- 6 seconds.
 LA0633
 LA0633.The orthometric height was determined by differential leveling and
 LA0633.adjusted by the NATIONAL GEODETIC SURVEY
 LA0633.in June 1991.
 LA0633
 LA0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0633.GEOID18 height accuracy estimate available here.
 LA0633
 LA0633.Click photographs - Photos may exist for this station.
 LA0633
 LA0633.The dynamic height is computed by dividing the NAVD 88
 LA0633.geopotential number by the normal gravity value computed on the
 LA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0633.degrees latitude (g = 980.6199 gals.).
 LA0633
 LA0633.The modeled gravity was interpolated from observed gravity values.
 LA0633
 LA0633;                    North         East    Units  Estimated Accuracy
 LA0633;SPC IN E     -   602,340.      160,100.      MT  (+/- 180 meters Scaled)
 LA0633
 LA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL727043(NAD 83)
 LA0633
 LA0633                          SUPERSEDED SURVEY CONTROL
 LA0633
 LA0633  NGVD 29 (??/??/92)  256.437  (m)          841.33   (f) ADJ UNCH    2 0
 LA0633
 LA0633.Superseded values are not recommended for survey control.
 LA0633
 LA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0633.See file dsdata.pdf to determine how the superseded data were derived.
 LA0633
 LA0633_MARKER: DB = BENCH MARK DISK
 LA0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0633_SP_SET: CULVERT HEADWALL
 LA0633_STAMPING: T 225 1947
 LA0633_MARK LOGO: CGS
 LA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0633+STABILITY: SURFACE MOTION
 LA0633
 LA0633  HISTORY     - Date     Condition        Report By
 LA0633  HISTORY     - 1947     MONUMENTED       CGS
 LA0633
 LA0633                          STATION DESCRIPTION
 LA0633
 LA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0633'1 MI N FROM BERNE.
 LA0633'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0633'OF STATE HIGHWAY 118 AT BERNE, AT A CROSS ROAD, 180 FEET SOUTH
 LA0633'OF THE CENTER LINE OF THE CROSS ROAD, 16 FEET WEST OF THE CENTER
 LA0633'LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST
 LA0633'HEAD WALL OF A 5-FOOT CONCRETE CULVERT AND ABOUT 0.5 FOOT BELOW
 LA0633'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0377 ***********************************************************************
 LA0377  DESIGNATION -  T 226
 LA0377  PID         -  LA0377
 LA0377  STATE/COUNTY-  IN/JAY
 LA0377  COUNTRY     -  US
 LA0377  USGS QUAD   -  PORTLAND (2019)
 LA0377
 LA0377                         *CURRENT SURVEY CONTROL
 LA0377  ______________________________________________________________________
 LA0377* NAD 83(1986) POSITION- 40 26 23.     (N) 084 57 25.     (W)   SCALED
 LA0377* NAVD 88 ORTHO HEIGHT -   277.582 (meters)      910.70  (feet) ADJUSTED
 LA0377  ______________________________________________________________________
 LA0377  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 LA0377  DYNAMIC HEIGHT  -        277.445 (meters)      910.25  (feet) COMP
 LA0377  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 LA0377
 LA0377  VERT ORDER      -  SECOND    CLASS 0
 LA0377
 LA0377.The horizontal coordinates were scaled from a map and have
 LA0377.an estimated accuracy of +/- 6 seconds.
 LA0377
 LA0377.The orthometric height was determined by differential leveling and
 LA0377.adjusted by the NATIONAL GEODETIC SURVEY
 LA0377.in June 1991.
 LA0377
 LA0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0377.GEOID18 height accuracy estimate available here.
 LA0377
 LA0377.Click photographs - Photos may exist for this station.
 LA0377
 LA0377.The dynamic height is computed by dividing the NAVD 88
 LA0377.geopotential number by the normal gravity value computed on the
 LA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0377.degrees latitude (g = 980.6199 gals.).
 LA0377
 LA0377.The modeled gravity was interpolated from observed gravity values.
 LA0377
 LA0377;                    North         East    Units  Estimated Accuracy
 LA0377;SPC IN E     -   576,580.      160,210.      MT  (+/- 180 meters Scaled)
 LA0377
 LA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK732785(NAD 83)
 LA0377
 LA0377                          SUPERSEDED SURVEY CONTROL
 LA0377
 LA0377  NGVD 29 (??/??/92)  277.733  (m)          911.20   (f) ADJ UNCH    2 0
 LA0377
 LA0377.Superseded values are not recommended for survey control.
 LA0377
 LA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0377.See file dsdata.pdf to determine how the superseded data were derived.
 LA0377
 LA0377_MARKER: DB = BENCH MARK DISK
 LA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0377_STAMPING: T 226 1947
 LA0377_MARK LOGO: CGS
 LA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0377+STABILITY: SURFACE MOTION
 LA0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0377+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2009
 LA0377
 LA0377  HISTORY     - Date     Condition        Report By
 LA0377  HISTORY     - 1947     MONUMENTED       CGS
 LA0377  HISTORY     - 20091221 GOOD             INDIV
 LA0377
 LA0377                          STATION DESCRIPTION
 LA0377
 LA0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0377'1.6 MI NE FROM PORTLAND.
 LA0377'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0377'AT PORTLAND, THENCE ABOUT 1.1 MILE EAST ALONG A BLACK TOP ROAD,
 LA0377'AT THE SOUTHEAST CORNER OF THE BRIGHAM AIRPORT, 23 FEET NORTH OF
 LA0377'THE CENTER LINE OF THE BLACK TOP ROAD, 5 FEET NORTH OF THE
 LA0377'SOUTH AIRPORT BOUNDARY FENCE LINE, 45.5 FEET WEST OF THE WEST GATE
 LA0377'POST OF THE ENTRANCE TO THE FIELD, 1.5 FEET EAST OF A SMALL GUARD
 LA0377'RAIL, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0377'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0377'4 INCHES.
 LA0377
 LA0377                          STATION RECOVERY (2009)
 LA0377
 LA0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (USI)
 LA0377'THE AIRPORT NO LONGER EXISTS. MONUMENT WAS FOUND, BUT THE TOP HAD BEEN
 LA0377'SCRAPED SO THE CAP WAS UNREADABLE.  MONUMENT WAS LOCATED BY DUAL
 LA0377'VECTOR RTK FROM THE JAYC BASE OF THE MWRTK VRS NETWORK.  THE LAT AND
 LA0377'LONG OF SAID MONUMENT IS 40 26'23.72624N, 84 57'25.64844W.  THESE
 LA0377'VALUES ARE GIVEN ONLY TO HELP IN THE FUTURE RECOVERY OF THIS MONUMENT
 LA0377'AND IN NO WAY REPRESENTS PUBLISHED HORIZONTAL VALUES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1172 ***********************************************************************
 JZ1172  DESIGNATION -  T 228
 JZ1172  PID         -  JZ1172
 JZ1172  STATE/COUNTY-  IN/WAYNE
 JZ1172  COUNTRY     -  US
 JZ1172  USGS QUAD   -  WHITEWATER (2019)
 JZ1172
 JZ1172                         *CURRENT SURVEY CONTROL
 JZ1172  ______________________________________________________________________
 JZ1172* NAD 83(1986) POSITION- 39 55 56.9    (N) 084 49 53.2    (W)   HD_HELD2
 JZ1172* NAVD 88 ORTHO HEIGHT -   339.769 (meters)     1114.73  (feet) ADJUSTED
 JZ1172  ______________________________________________________________________
 JZ1172  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 JZ1172  DYNAMIC HEIGHT  -        339.572 (meters)     1114.08  (feet) COMP
 JZ1172  MODELED GRAVITY -    980,036.8   (mgal)                       NAVD 88
 JZ1172
 JZ1172  VERT ORDER      -  SECOND    CLASS 0
 JZ1172
 JZ1172.The horizontal coordinates were established by autonomous hand held GPS
 JZ1172.observations and have an estimated accuracy of +/- 10 meters.
 JZ1172
 JZ1172.The orthometric height was determined by differential leveling and
 JZ1172.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1172.in June 1991.
 JZ1172
 JZ1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1172.GEOID18 height accuracy estimate available here.
 JZ1172
 JZ1172.Click photographs - Photos may exist for this station.
 JZ1172
 JZ1172.The dynamic height is computed by dividing the NAVD 88
 JZ1172.geopotential number by the normal gravity value computed on the
 JZ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1172.degrees latitude (g = 980.6199 gals.).
 JZ1172
 JZ1172.The modeled gravity was interpolated from observed gravity values.
 JZ1172
 JZ1172;                    North         East    Units  Estimated Accuracy
 JZ1172;SPC IN E     -   520,354.      171,391.      MT  (+/- 10 meters HH2 GPS)
 JZ1172
 JZ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8529722513(NAD 83)
 JZ1172
 JZ1172                          SUPERSEDED SURVEY CONTROL
 JZ1172
 JZ1172  NGVD 29 (??/??/92)  339.908  (m)         1115.18   (f) ADJ UNCH    2 0
 JZ1172
 JZ1172.Superseded values are not recommended for survey control.
 JZ1172
 JZ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1172.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1172
 JZ1172_MARKER: DB = BENCH MARK DISK
 JZ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1172_STAMPING: T 228 1947
 JZ1172_MARK LOGO: CGS
 JZ1172_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1172+STABILITY: SURFACE MOTION
 JZ1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1172+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1172
 JZ1172  HISTORY     - Date     Condition        Report By
 JZ1172  HISTORY     - 1947     MONUMENTED       CGS
 JZ1172  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1172
 JZ1172                          STATION DESCRIPTION
 JZ1172
 JZ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1172'0.9 MI S FROM WHITEWATER.
 JZ1172'0.9 MILE SOUTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1172'WHITEWATER, AT A CROSS ROAD, 28 FEET WEST OF THE CENTER LINE
 JZ1172'OF THE HIGHWAY, 62 FEET NORTH OF THE CENTER LINE OF THE CROSS
 JZ1172'ROAD, 40 FEET NORTH OF A FENCE CORNER, 29.8 FEET NORTH OF A
 JZ1172'TELEPHONE POLE, 1.2 FEET EAST OF THE FENCE LINE, 2 FEET SOUTH
 JZ1172'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 JZ1172'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1172
 JZ1172                          STATION RECOVERY (2003)
 JZ1172
 JZ1172'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1172'CROSS ROAD IS WALLACE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0423 ***********************************************************************
 LA0423  DESIGNATION -  T 229
 LA0423  PID         -  LA0423
 LA0423  STATE/COUNTY-  IN/RANDOLPH
 LA0423  COUNTRY     -  US
 LA0423  USGS QUAD   -  SPARTANBURG (2019)
 LA0423
 LA0423                         *CURRENT SURVEY CONTROL
 LA0423  ______________________________________________________________________
 LA0423* NAD 83(1986) POSITION- 40 02 58.8    (N) 084 51 41.2    (W)   HD_HELD2
 LA0423* NAVD 88 ORTHO HEIGHT -   359.606 (meters)     1179.81  (feet) ADJUSTED
 LA0423  ______________________________________________________________________
 LA0423  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LA0423  DYNAMIC HEIGHT  -        359.406 (meters)     1179.15  (feet) COMP
 LA0423  MODELED GRAVITY -    980,059.2   (mgal)                       NAVD 88
 LA0423
 LA0423  VERT ORDER      -  SECOND    CLASS 0
 LA0423
 LA0423.The horizontal coordinates were established by autonomous hand held GPS
 LA0423.observations and have an estimated accuracy of +/- 10 meters.
 LA0423
 LA0423.The orthometric height was determined by differential leveling and
 LA0423.adjusted by the NATIONAL GEODETIC SURVEY
 LA0423.in June 1991.
 LA0423
 LA0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0423.GEOID18 height accuracy estimate available here.
 LA0423
 LA0423.Click photographs - Photos may exist for this station.
 LA0423
 LA0423.The dynamic height is computed by dividing the NAVD 88
 LA0423.geopotential number by the normal gravity value computed on the
 LA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0423.degrees latitude (g = 980.6199 gals.).
 LA0423
 LA0423.The modeled gravity was interpolated from observed gravity values.
 LA0423
 LA0423;                    North         East    Units  Estimated Accuracy
 LA0423;SPC IN E     -   533,343.      168,709.      MT  (+/- 10 meters HH2 GPS)
 LA0423
 LA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8242135460(NAD 83)
 LA0423
 LA0423                          SUPERSEDED SURVEY CONTROL
 LA0423
 LA0423  NGVD 29 (??/??/92)  359.744  (m)         1180.26   (f) ADJ UNCH    2 0
 LA0423
 LA0423.Superseded values are not recommended for survey control.
 LA0423
 LA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0423.See file dsdata.pdf to determine how the superseded data were derived.
 LA0423
 LA0423_MARKER: DB = BENCH MARK DISK
 LA0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0423_SP_SET: CULVERT HEADWALL
 LA0423_STAMPING: T 229 1947
 LA0423_MARK LOGO: CGS
 LA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0423+STABILITY: SURFACE MOTION
 LA0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0423+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 LA0423
 LA0423  HISTORY     - Date     Condition        Report By
 LA0423  HISTORY     - 1947     MONUMENTED       CGS
 LA0423  HISTORY     - 20060125 GOOD             GEOCAC
 LA0423
 LA0423                          STATION DESCRIPTION
 LA0423
 LA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0423'ABOUT 4.35 MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0423'WITH U.S. HIGHWAY 27 AT LYNN, AT A PAVED CROSS ROAD, 94 FEET SOUTH
 LA0423'OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET EAST OF THE CENTER LINE
 LA0423'OF THE PAVED ROAD, IN THE TOP OF THE SOUTHWEST END OF THE
 LA0423'NORTHEAST WING WALL OF A 4-FOOT CONCRETE CULVERT ON PAVED ROAD,
 LA0423'0.6 FOOT EAST OF THE EAST HEAD WALL AND ABOUT LEVEL WITH THE ROADS.
 LA0423
 LA0423                          STATION RECOVERY (2006)
 LA0423
 LA0423'RECOVERY NOTE BY GEOCACHING 2006 (WJR)
 LA0423'THE NORTH/SOUTH ROAD IS ARBA PIKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1728 ***********************************************************************
 JZ1728  DESIGNATION -  T 230
 JZ1728  PID         -  JZ1728
 JZ1728  STATE/COUNTY-  IN/WAYNE
 JZ1728  COUNTRY     -  US
 JZ1728  USGS QUAD   -  GREENS FORK (2019)
 JZ1728
 JZ1728                         *CURRENT SURVEY CONTROL
 JZ1728  ______________________________________________________________________
 JZ1728* NAD 83(1986) POSITION- 39 58 51.     (N) 085 06 36.     (W)   SCALED
 JZ1728* NAVD 88 ORTHO HEIGHT -   346.877 (meters)     1138.05  (feet) ADJUSTED
 JZ1728  ______________________________________________________________________
 JZ1728  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 JZ1728  DYNAMIC HEIGHT  -        346.683 (meters)     1137.41  (feet) COMP
 JZ1728  MODELED GRAVITY -    980,056.5   (mgal)                       NAVD 88
 JZ1728
 JZ1728  VERT ORDER      -  SECOND    CLASS 0
 JZ1728
 JZ1728.The horizontal coordinates were scaled from a map and have
 JZ1728.an estimated accuracy of +/- 6 seconds.
 JZ1728
 JZ1728.The orthometric height was determined by differential leveling and
 JZ1728.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1728.in June 1991.
 JZ1728
 JZ1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1728.GEOID18 height accuracy estimate available here.
 JZ1728
 JZ1728.Click photographs - Photos may exist for this station.
 JZ1728
 JZ1728.The dynamic height is computed by dividing the NAVD 88
 JZ1728.geopotential number by the normal gravity value computed on the
 JZ1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1728.degrees latitude (g = 980.6199 gals.).
 JZ1728
 JZ1728.The modeled gravity was interpolated from observed gravity values.
 JZ1728
 JZ1728;                    North         East    Units  Estimated Accuracy
 JZ1728;SPC IN E     -   525,540.      147,550.      MT  (+/- 180 meters Scaled)
 JZ1728
 JZ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK613273(NAD 83)
 JZ1728
 JZ1728                          SUPERSEDED SURVEY CONTROL
 JZ1728
 JZ1728  NGVD 29 (??/??/92)  347.015  (m)         1138.50   (f) ADJ UNCH    2 0
 JZ1728
 JZ1728.Superseded values are not recommended for survey control.
 JZ1728
 JZ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1728.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1728
 JZ1728_MARKER: DB = BENCH MARK DISK
 JZ1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1728_STAMPING: T 230 1947
 JZ1728_MARK LOGO: CGS
 JZ1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1728+STABILITY: SURFACE MOTION
 JZ1728
 JZ1728  HISTORY     - Date     Condition        Report By
 JZ1728  HISTORY     - 1947     MONUMENTED       CGS
 JZ1728
 JZ1728                          STATION DESCRIPTION
 JZ1728
 JZ1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1728'1.3 MI W FROM ECONOMY.
 JZ1728'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL AT
 JZ1728'ECONOMY, AT A CROSS ROAD AND THE TOP OF A SMALL GRADE, 34 FEET
 JZ1728'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET WEST OF THE
 JZ1728'CENTER LINE OF THE CROSS ROAD, 36 FEET NORTHWEST OF A FENCE
 JZ1728'CORNER POST AND HIGHWAY R/W MARKER POST, 1 FOOT NORTHEAST OF THE
 JZ1728'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST ABOUT
 JZ1728'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1728'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0298 ***********************************************************************
 LA0298  DESIGNATION -  T 231
 LA0298  PID         -  LA0298
 LA0298  STATE/COUNTY-  IN/JAY
 LA0298  COUNTRY     -  US
 LA0298  USGS QUAD   -  DEERFIELD (2019)
 LA0298
 LA0298                         *CURRENT SURVEY CONTROL
 LA0298  ______________________________________________________________________
 LA0298* NAD 83(1986) POSITION- 40 18 55.     (N) 084 58 36.     (W)   SCALED
 LA0298* NAVD 88 ORTHO HEIGHT -   308.078 (meters)     1010.75  (feet) ADJUSTED
 LA0298  ______________________________________________________________________
 LA0298  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 LA0298  DYNAMIC HEIGHT  -        307.921 (meters)     1010.24  (feet) COMP
 LA0298  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 LA0298
 LA0298  VERT ORDER      -  SECOND    CLASS 0
 LA0298
 LA0298.The horizontal coordinates were scaled from a map and have
 LA0298.an estimated accuracy of +/- 6 seconds.
 LA0298
 LA0298.The orthometric height was determined by differential leveling and
 LA0298.adjusted by the NATIONAL GEODETIC SURVEY
 LA0298.in June 1991.
 LA0298
 LA0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0298.GEOID18 height accuracy estimate available here.
 LA0298
 LA0298.Click photographs - Photos may exist for this station.
 LA0298
 LA0298.The dynamic height is computed by dividing the NAVD 88
 LA0298.geopotential number by the normal gravity value computed on the
 LA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0298.degrees latitude (g = 980.6199 gals.).
 LA0298
 LA0298.The modeled gravity was interpolated from observed gravity values.
 LA0298
 LA0298;                    North         East    Units  Estimated Accuracy
 LA0298;SPC IN E     -   562,750.      158,650.      MT  (+/- 180 meters Scaled)
 LA0298
 LA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719647(NAD 83)
 LA0298
 LA0298                          SUPERSEDED SURVEY CONTROL
 LA0298
 LA0298  NGVD 29 (??/??/92)  308.226  (m)         1011.24   (f) ADJ UNCH    2 0
 LA0298
 LA0298.Superseded values are not recommended for survey control.
 LA0298
 LA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0298.See file dsdata.pdf to determine how the superseded data were derived.
 LA0298
 LA0298_MARKER: DB = BENCH MARK DISK
 LA0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0298_SP_SET: CULVERT HEADWALL
 LA0298_STAMPING: T 231 1947
 LA0298_MARK LOGO: CGS
 LA0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0298+STABILITY: SURFACE MOTION
 LA0298
 LA0298  HISTORY     - Date     Condition        Report By
 LA0298  HISTORY     - 1947     MONUMENTED       CGS
 LA0298  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0298
 LA0298                          STATION DESCRIPTION
 LA0298
 LA0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0298'6.9 MI SE FROM POWERS.
 LA0298'ABOUT 6.3 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 LA0298'AT POWERS, THENCE ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27,
 LA0298'ABOUT 0.5 MILE NORTH OF THE JAY-RANDOLPH COUNTY LINE, ABOUT
 LA0298'100 YARDS SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST,
 LA0298'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL
 LA0298'OF A 2-FOOT IRON PIPE CULVERT, 18 FEET EAST OF AND ABOUT LEVEL
 LA0298'WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LA0298'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, RANDOLPH COUNTY
 LA0298'BY GOING ABOUT 4.4 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 LA0298'0.5 MILE NORTH ALONG U.S. HIGHWAY 27.
 LA0298
 LA0298                          STATION RECOVERY (2009)
 LA0298
 LA0298'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0298'HEADWALL GONE.  MARK PROBABLY DESTROYED DURING US.27 PIPE REPLACEMENT
 LA0298'PROJECT. REPLACED WITH T 231 RESET 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0299 ***********************************************************************
 LA0299  DESIGNATION -  T 231 RESET
 LA0299  PID         -  LA0299
 LA0299  STATE/COUNTY-  IN/JAY
 LA0299  COUNTRY     -  US
 LA0299  USGS QUAD   -  DEERFIELD (2019)
 LA0299
 LA0299                         *CURRENT SURVEY CONTROL
 LA0299  ______________________________________________________________________
 LA0299* NAD 83(1986) POSITION- 40 18 55.     (N) 084 58 36.     (W)   SCALED
 LA0299* NAVD 88 ORTHO HEIGHT -   307.77  (meters)     1009.7   (feet) RESET
 LA0299  ______________________________________________________________________
 LA0299  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 LA0299  VERT ORDER      -  THIRD
 LA0299
 LA0299.The horizontal coordinates were scaled from a map and have
 LA0299.an estimated accuracy of +/- 6 seconds.
 LA0299
 LA0299.The orthometric height was computed from unverified reset data.
 LA0299
 LA0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0299.GEOID18 height accuracy estimate available here.
 LA0299
 LA0299.Click photographs - Photos may exist for this station.
 LA0299
 LA0299;                    North         East    Units  Estimated Accuracy
 LA0299;SPC IN E     -   562,750.      158,650.      MT  (+/- 180 meters Scaled)
 LA0299
 LA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719647(NAD 83)
 LA0299
 LA0299                          SUPERSEDED SURVEY CONTROL
 LA0299
 LA0299  NGVD 29 (??/??/??)  307.92   (m)         1010.2    (f) RESET       3  
 LA0299
 LA0299.Superseded values are not recommended for survey control.
 LA0299
 LA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0299.See file dsdata.pdf to determine how the superseded data were derived.
 LA0299
 LA0299_MARKER: DB = BENCH MARK DISK
 LA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0299_STAMPING: T 231 RESET 1966
 LA0299_MARK LOGO: CGS
 LA0299_PROJECTION: FLUSH
 LA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0299+STABILITY: SURFACE MOTION
 LA0299
 LA0299  HISTORY     - Date     Condition        Report By
 LA0299  HISTORY     - 1966     MONUMENTED       INHD
 LA0299  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0299
 LA0299                          STATION DESCRIPTION
 LA0299
 LA0299'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1966
 LA0299'6.9 MI SE FROM POWERS.
 LA0299'ABOUT 6.3 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 LA0299'AT POWERS, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 27, 0.5
 LA0299'MILE NORTH OF THE JAY-RANDOLPH COUNTY LINE, ABOUT 100 YARDS
 LA0299'SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 28
 LA0299'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP
 LA0299'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 LA0299'NOTE-- THE MARK MAY BE REACHED FROM THE GERMAN REFORM CHURCH AT
 LA0299'NEW PITTSBURG BY GOING WEST FOR 4.4 MILES ALONG A GRAVEL ROAD,
 LA0299'THENCE ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27.
 LA0299
 LA0299                          STATION RECOVERY (2009)
 LA0299
 LA0299'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0299'TURN LANE WAS ADDED FOR TREATY LINE RD. E. SUBSEQUENT TO CULVERT
 LA0299'PROJECT SO MARK WAS LIKELY DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0396 ***********************************************************************
 LA0396  DESIGNATION -  T 232
 LA0396  PID         -  LA0396
 LA0396  STATE/COUNTY-  IN/RANDOLPH
 LA0396  COUNTRY     -  US
 LA0396  USGS QUAD   -  WINCHESTER (2019)
 LA0396
 LA0396                         *CURRENT SURVEY CONTROL
 LA0396  ______________________________________________________________________
 LA0396* NAD 83(1986) POSITION- 40 11 07.     (N) 084 58 52.     (W)   SCALED
 LA0396* NAVD 88 ORTHO HEIGHT -   326.453 (meters)     1071.04  (feet) ADJUSTED
 LA0396  ______________________________________________________________________
 LA0396  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 LA0396  DYNAMIC HEIGHT  -        326.279 (meters)     1070.47  (feet) COMP
 LA0396  MODELED GRAVITY -    980,084.9   (mgal)                       NAVD 88
 LA0396
 LA0396  VERT ORDER      -  SECOND    CLASS 0
 LA0396
 LA0396.The horizontal coordinates were scaled from a map and have
 LA0396.an estimated accuracy of +/- 6 seconds.
 LA0396
 LA0396.The orthometric height was determined by differential leveling and
 LA0396.adjusted by the NATIONAL GEODETIC SURVEY
 LA0396.in June 1991.
 LA0396
 LA0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0396.GEOID18 height accuracy estimate available here.
 LA0396
 LA0396.Click photographs - Photos may exist for this station.
 LA0396
 LA0396.The dynamic height is computed by dividing the NAVD 88
 LA0396.geopotential number by the normal gravity value computed on the
 LA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0396.degrees latitude (g = 980.6199 gals.).
 LA0396
 LA0396.The modeled gravity was interpolated from observed gravity values.
 LA0396
 LA0396;                    North         East    Units  Estimated Accuracy
 LA0396;SPC IN E     -   548,320.      158,380.      MT  (+/- 180 meters Scaled)
 LA0396
 LA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK718502(NAD 83)
 LA0396
 LA0396                          SUPERSEDED SURVEY CONTROL
 LA0396
 LA0396  NGVD 29 (??/??/92)  326.595  (m)         1071.50   (f) ADJ UNCH    2 0
 LA0396
 LA0396.Superseded values are not recommended for survey control.
 LA0396
 LA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0396.See file dsdata.pdf to determine how the superseded data were derived.
 LA0396
 LA0396_MARKER: DB = BENCH MARK DISK
 LA0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0396_SP_SET: BRIDGE
 LA0396_STAMPING: T 232 1947
 LA0396_MARK LOGO: CGS
 LA0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0396
 LA0396  HISTORY     - Date     Condition        Report By
 LA0396  HISTORY     - 1947     MONUMENTED       CGS
 LA0396  HISTORY     - 20020912 MARK NOT FOUND   LOCENG
 LA0396
 LA0396                          STATION DESCRIPTION
 LA0396
 LA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0396'0.9 MI N FROM WINCHESTER.
 LA0396'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE COURT HOUSE
 LA0396'AT WINCHESTER, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LA0396'CONCRETE BRIDGE RAILING OF A 120-FOOT CONCRETE BRIDGE OVER THE
 LA0396'WEST FORK OF WHITE RIVER, 19 FEET EAST OF THE CENTER LINE OF THE
 LA0396'HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE BRIDGE RAILING,
 LA0396'AND 4 FEET ABOVE THE HIGHWAY.
 LA0396
 LA0396                          STATION RECOVERY (2002)
 LA0396
 LA0396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 LA0396'CONCRETE BRIDGE RAILING IS DETERIORATING BADLY AND THE BENCHMARK DISK
 LA0396'WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0951 ***********************************************************************
 ME0951  DESIGNATION -  T 233
 ME0951  PID         -  ME0951
 ME0951  STATE/COUNTY-  IN/LAKE
 ME0951  COUNTRY     -  US
 ME0951  USGS QUAD   -  GARY (2019)
 ME0951
 ME0951                         *CURRENT SURVEY CONTROL
 ME0951  ______________________________________________________________________
 ME0951* NAD 83(1986) POSITION- 41 35 02.     (N) 087 21 21.     (W)   SCALED
 ME0951* NAVD 88 ORTHO HEIGHT -   186.045 (meters)      610.38  (feet) ADJUSTED
 ME0951  ______________________________________________________________________
 ME0951  GEOID HEIGHT    -        -33.601 (meters)                     GEOID18
 ME0951  DYNAMIC HEIGHT  -        185.975 (meters)      610.15  (feet) COMP
 ME0951  MODELED GRAVITY -    980,247.1   (mgal)                       NAVD 88
 ME0951
 ME0951  VERT ORDER      -  FIRST     CLASS II
 ME0951
 ME0951.The horizontal coordinates were scaled from a map and have
 ME0951.an estimated accuracy of +/- 6 seconds.
 ME0951
 ME0951.The orthometric height was determined by differential leveling and
 ME0951.adjusted by the NATIONAL GEODETIC SURVEY
 ME0951.in June 1991.
 ME0951
 ME0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0951.GEOID18 height accuracy estimate available here.
 ME0951
 ME0951.Click photographs - Photos may exist for this station.
 ME0951
 ME0951.The dynamic height is computed by dividing the NAVD 88
 ME0951.geopotential number by the normal gravity value computed on the
 ME0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0951.degrees latitude (g = 980.6199 gals.).
 ME0951
 ME0951.The modeled gravity was interpolated from observed gravity values.
 ME0951
 ME0951;                    North         East    Units  Estimated Accuracy
 ME0951;SPC IN W     -   703,440.      877,280.      MT  (+/- 180 meters Scaled)
 ME0951
 ME0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM703036(NAD 83)
 ME0951
 ME0951                          SUPERSEDED SURVEY CONTROL
 ME0951
 ME0951  NGVD 29 (01/19/93)  186.148  (m)          610.72   (f) ADJUSTED    1 2
 ME0951  NGVD 29 (??/??/92)  186.148  (m)          610.72   (f) SUPERSEDED  1 2
 ME0951
 ME0951.Superseded values are not recommended for survey control.
 ME0951
 ME0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0951.See file dsdata.pdf to determine how the superseded data were derived.
 ME0951
 ME0951_MARKER: DB = BENCH MARK DISK
 ME0951_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0951_SP_SET: BUILDING
 ME0951_STAMPING: T 233 1947
 ME0951_MARK LOGO: CGS
 ME0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0951+STABILITY: SURFACE MOTION
 ME0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0951+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0951
 ME0951  HISTORY     - Date     Condition        Report By
 ME0951  HISTORY     - 1947     MONUMENTED       CGS
 ME0951  HISTORY     - 1955     GOOD             CGS
 ME0951  HISTORY     - 19920906 GOOD             NGS
 ME0951
 ME0951                          STATION DESCRIPTION
 ME0951
 ME0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0951'AT GARY.
 ME0951'AT GARY, ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS
 ME0951'INTERSECTION WITH STATE HIGHWAY 53, THENCE ABOUT 2.55 MILES
 ME0951'NORTH ALONG GRANT STREET, ABOUT 0.6 MILE SOUTH OF THE INTERSECTION
 ME0951'OF THE PENNSYLVANIA RAILROAD, AT THE INTERSECTION OF GRANT
 ME0951'STREET, AND 19TH STREET, SET VERTICALLY IN THE NORTH FACE OF
 ME0951'THE BRICK WALL AT THE NORTHWEST CORNER OF THE L. AND B.
 ME0951'GROCERY STORE, 1.7 FEET EAST OF THE NORTHWEST CORNER AND 3 FEET
 ME0951'ABOVE THE GROUND.  NOTE-- 19TH STREET IS AN AVENUE, AND THE MARK
 ME0951'IS IN THE SOUTHEAST QUARTER OF THE INTERSECTION.
 ME0951
 ME0951                          STATION RECOVERY (1955)
 ME0951
 ME0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 ME0951'RECOVERED IN GOOD CONDITION.
 ME0951
 ME0951                          STATION RECOVERY (1992)
 ME0951
 ME0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0951'IN GARY, AT THE INTERSECTION OF GRANT STREET AND WEST 19TH AVENUE, SET
 ME0951'VERTICALLY IN THE NORTH FACE OF A BRICK BUILDING AT 1901 GRANT
 ME0951'STREET, 17.4 M (57.1 FT) EAST OF THE STREET CENTERLINE, 9.9 M
 ME0951'(32.5 FT) SOUTH OF THE AVENUE CENTER, 2.4 M (7.9 FT) SOUTHEAST OF A
 ME0951'TRAFFIC SIGNAL POST, 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.5
 ME0951'M (1.6 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1276 ***********************************************************************
 LA1276  DESIGNATION -  T 234
 LA1276  PID         -  LA1276
 LA1276  STATE/COUNTY-  IN/MADISON
 LA1276  COUNTRY     -  US
 LA1276  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1276
 LA1276                         *CURRENT SURVEY CONTROL
 LA1276  ______________________________________________________________________
 LA1276* NAD 83(1986) POSITION- 40 02 47.81   (N) 085 43 34.19   (W)   HD_HELD1
 LA1276* NAVD 88 ORTHO HEIGHT -   268.418 (meters)      880.63  (feet) ADJUSTED
 LA1276  ______________________________________________________________________
 LA1276  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 LA1276  DYNAMIC HEIGHT  -        268.270 (meters)      880.15  (feet) COMP
 LA1276  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 LA1276
 LA1276  VERT ORDER      -  FIRST     CLASS II
 LA1276
 LA1276.The horizontal coordinates were determined by differentially corrected
 LA1276.hand held GPS observations or other comparable positioning techniques
 LA1276.and have an estimated accuracy of +/- 3 meters.
 LA1276
 LA1276.The orthometric height was determined by differential leveling and
 LA1276.adjusted by the NATIONAL GEODETIC SURVEY
 LA1276.in June 1991.
 LA1276
 LA1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1276.GEOID18 height accuracy estimate available here.
 LA1276
 LA1276.Click photographs - Photos may exist for this station.
 LA1276
 LA1276.The dynamic height is computed by dividing the NAVD 88
 LA1276.geopotential number by the normal gravity value computed on the
 LA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1276.degrees latitude (g = 980.6199 gals.).
 LA1276
 LA1276.The modeled gravity was interpolated from observed gravity values.
 LA1276
 LA1276;                    North         East    Units  Estimated Accuracy
 LA1276;SPC IN E     -   532,694.9      94,922.9     MT  (+/- 3 meters HH1 GPS) 
 LA1276
 LA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0866133708(NAD 83)
 LA1276
 LA1276                          SUPERSEDED SURVEY CONTROL
 LA1276
 LA1276  NGVD 29 (??/??/92)  268.553  (m)          881.08   (f) ADJ UNCH    1 2
 LA1276
 LA1276.Superseded values are not recommended for survey control.
 LA1276
 LA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1276.See file dsdata.pdf to determine how the superseded data were derived.
 LA1276
 LA1276_MARKER: DB = BENCH MARK DISK
 LA1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1276_STAMPING: T 234 1947
 LA1276_MARK LOGO: CGS
 LA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1276+STABILITY: SURFACE MOTION
 LA1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1276+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 LA1276
 LA1276  HISTORY     - Date     Condition        Report By
 LA1276  HISTORY     - 1947     MONUMENTED       CGS
 LA1276  HISTORY     - 20050728 GOOD             BFSINC
 LA1276  HISTORY     - 20071030 GOOD             INDIV
 LA1276  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1276
 LA1276                          STATION DESCRIPTION
 LA1276
 LA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1276'4.8 MI SW FROM ANDERSON.
 LA1276'ABOUT 4.85 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1276'FROM THE STATION AT ANDERSON, ABOUT 3.2 MILES NORTHEAST OF THE
 LA1276'STATION AT PENDLETON, AT A GRAVEL CROSS ROAD, 80 FEET NORTHWEST
 LA1276'AND ACROSS THE TRACKS FROM POLE 252/20, 37.5 FEET WEST OF THE
 LA1276'WEST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1276'5.5 FEET SOUTH OF TELEPHONE POLE IPL, 1.5 FEET NORTH OF A WHITE
 LA1276'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN
 LA1276'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1276
 LA1276                          STATION RECOVERY (2005)
 LA1276
 LA1276'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LA1276'RECOVERED IN GOOD CONDITION.
 LA1276
 LA1276                          STATION RECOVERY (2007)
 LA1276
 LA1276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (USI)
 LA1276'MONUMENT FOUND IN GOOD CONDITION. SAID POINT WAS APPROXIMATELY 0.4
 LA1276'BELOW GRADE.  CARSONITE MARKER HAS BEEN DESTROYED.  MARK WAS FOUND
 LA1276'36.6  WEST OF THE WEST RAIL OF THE RAILROAD AND 18.4  SOUTH OF THE
 LA1276'CENTER LINE OF THE ROAD.
 LA1276
 LA1276                          STATION RECOVERY (2023)
 LA1276
 LA1276'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0284 ***********************************************************************
 KA0284  DESIGNATION -  T 235
 KA0284  PID         -  KA0284
 KA0284  STATE/COUNTY-  IN/MARION
 KA0284  COUNTRY     -  US
 KA0284  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0284
 KA0284                         *CURRENT SURVEY CONTROL
 KA0284  ______________________________________________________________________
 KA0284* NAD 83(1986) POSITION- 39 48 05.     (N) 086 06 09.     (W)   SCALED
 KA0284* NAVD 88 ORTHO HEIGHT -   242.084 (meters)      794.24  (feet) ADJUSTED
 KA0284  ______________________________________________________________________
 KA0284  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 KA0284  DYNAMIC HEIGHT  -        241.948 (meters)      793.79  (feet) COMP
 KA0284  MODELED GRAVITY -    980,062.6   (mgal)                       NAVD 88
 KA0284
 KA0284  VERT ORDER      -  FIRST     CLASS II
 KA0284
 KA0284.The horizontal coordinates were scaled from a map and have
 KA0284.an estimated accuracy of +/- 6 seconds.
 KA0284
 KA0284.The orthometric height was determined by differential leveling and
 KA0284.adjusted by the NATIONAL GEODETIC SURVEY
 KA0284.in June 1991.
 KA0284
 KA0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0284.GEOID18 height accuracy estimate available here.
 KA0284
 KA0284.Click photographs - Photos may exist for this station.
 KA0284
 KA0284.The dynamic height is computed by dividing the NAVD 88
 KA0284.geopotential number by the normal gravity value computed on the
 KA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0284.degrees latitude (g = 980.6199 gals.).
 KA0284
 KA0284.The modeled gravity was interpolated from observed gravity values.
 KA0284
 KA0284;                    North         East    Units  Estimated Accuracy
 KA0284;SPC IN E     -   505,560.       62,680.      MT  (+/- 180 meters Scaled)
 KA0284
 KA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK768060(NAD 83)
 KA0284
 KA0284                          SUPERSEDED SURVEY CONTROL
 KA0284
 KA0284  NGVD 29 (??/??/92)  242.223  (m)          794.69   (f) ADJ UNCH    1 2
 KA0284
 KA0284.Superseded values are not recommended for survey control.
 KA0284
 KA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0284.See file dsdata.pdf to determine how the superseded data were derived.
 KA0284
 KA0284_MARKER: DB = BENCH MARK DISK
 KA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0284_STAMPING: T 235 1947
 KA0284_MARK LOGO: CGS
 KA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0284+STABILITY: SURFACE MOTION
 KA0284
 KA0284  HISTORY     - Date     Condition        Report By
 KA0284  HISTORY     - 1947     MONUMENTED       CGS
 KA0284  HISTORY     - 1961     MARK NOT FOUND   USGS
 KA0284  HISTORY     - 19950918 MARK NOT FOUND   USPSQD
 KA0284
 KA0284                          STATION DESCRIPTION
 KA0284
 KA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0284'AT INDIANAPOLIS.
 KA0284'AT INDIANAPOLIS, ABOUT 4.35 MILES NORTH ALONG THE NEW YORK
 KA0284'CENTRAL RAILROAD FROM THE UNION STATION, AT THE CROSSING OF
 KA0284'SHERMAN DRIVE, 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 14.5
 KA0284'FEET EAST OF THE EAST CURB OF SHERMAN DRIVE, 16 FEET NORTHEAST
 KA0284'OF POWER POLE NO. 78/472A, 33 FEET SOUTH OF THE CENTER LINE OF A
 KA0284'CINDER DRIVE, ACROSS TRACKS FROM POLE 279/31, ABOUT 0.35 MILE
 KA0284'SOUTHWEST OF SWITCH TOWER BELT JCT., 1.5 FEET SOUTHWEST OF A
 KA0284'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 KA0284'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0284
 KA0284                          STATION RECOVERY (1961)
 KA0284
 KA0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KA0284'MARK NOT FOUND.
 KA0284
 KA0284                          STATION RECOVERY (1995)
 KA0284
 KA0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2349 ***********************************************************************
 JZ2349  DESIGNATION -  T 238
 JZ2349  PID         -  JZ2349
 JZ2349  STATE/COUNTY-  IN/SHELBY
 JZ2349  COUNTRY     -  US
 JZ2349  USGS QUAD   -  ACTON (2019)
 JZ2349
 JZ2349                         *CURRENT SURVEY CONTROL
 JZ2349  ______________________________________________________________________
 JZ2349* NAD 83(1986) POSITION- 39 37 57.     (N) 085 55 59.     (W)   SCALED
 JZ2349* NAVD 88 ORTHO HEIGHT -   237.080 (meters)      777.82  (feet) ADJUSTED
 JZ2349  ______________________________________________________________________
 JZ2349  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 JZ2349  DYNAMIC HEIGHT  -        236.946 (meters)      777.38  (feet) COMP
 JZ2349  MODELED GRAVITY -    980,054.7   (mgal)                       NAVD 88
 JZ2349
 JZ2349  VERT ORDER      -  FIRST     CLASS II
 JZ2349
 JZ2349.The horizontal coordinates were scaled from a map and have
 JZ2349.an estimated accuracy of +/- 6 seconds.
 JZ2349
 JZ2349.The orthometric height was determined by differential leveling and
 JZ2349.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2349.in June 1991.
 JZ2349
 JZ2349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2349.GEOID18 height accuracy estimate available here.
 JZ2349
 JZ2349.Click photographs - Photos may exist for this station.
 JZ2349
 JZ2349.The dynamic height is computed by dividing the NAVD 88
 JZ2349.geopotential number by the normal gravity value computed on the
 JZ2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2349.degrees latitude (g = 980.6199 gals.).
 JZ2349
 JZ2349.The modeled gravity was interpolated from observed gravity values.
 JZ2349
 JZ2349;                    North         East    Units  Estimated Accuracy
 JZ2349;SPC IN E     -   486,750.       77,130.      MT  (+/- 180 meters Scaled)
 JZ2349
 JZ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ915875(NAD 83)
 JZ2349
 JZ2349                          SUPERSEDED SURVEY CONTROL
 JZ2349
 JZ2349  NGVD 29 (??/??/92)  237.197  (m)          778.20   (f) ADJ UNCH    1 2
 JZ2349
 JZ2349.Superseded values are not recommended for survey control.
 JZ2349
 JZ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2349.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2349
 JZ2349_MARKER: DB = BENCH MARK DISK
 JZ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2349_STAMPING: T 238 1947
 JZ2349_MARK LOGO: CGS
 JZ2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2349+STABILITY: SURFACE MOTION
 JZ2349
 JZ2349  HISTORY     - Date     Condition        Report By
 JZ2349  HISTORY     - 1947     MONUMENTED       CGS
 JZ2349  HISTORY     - 1986     GOOD             NGS
 JZ2349
 JZ2349                          STATION DESCRIPTION
 JZ2349
 JZ2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2349'2.4 MI SE FROM ACTON.
 JZ2349'ABOUT 2.35 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2349'FROM THE STATION AT ACTON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 JZ2349'37 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET EAST OF THE
 JZ2349'CENTER LINE OF THE GRAVEL ROAD, 4 FEET SOUTHEAST OF A CONCRETE
 JZ2349'FENCE CORNER POST, 1.5 FEET SOUTHWEST OF THE R/W FENCE, 2 FEET
 JZ2349'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2349'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2349
 JZ2349                          STATION RECOVERY (1986)
 JZ2349
 JZ2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2349'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.4 KM (9.55
 JZ2349'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2349'INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, THENCE 1.5 KM (0.95
 JZ2349'MI) SOUTH ALONG COUNTY ROAD 700 WEST, THENCE 1.0 KM (0.6 MI) SOUTHWEST
 JZ2349'ALONG LONDON ROAD, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG THE CONRAIL
 JZ2349'RAILROAD.  DELETE--AT A NORTH-SOUTH GRAVEL ROAD CROSSING.  ADD--AT THE
 JZ2349'INTERSECTION OF COUNTY ROAD 800 WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2564 ***********************************************************************
 JZ2564  DESIGNATION -  T 239
 JZ2564  PID         -  JZ2564
 JZ2564  STATE/COUNTY-  IN/SHELBY
 JZ2564  COUNTRY     -  US
 JZ2564  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2564
 JZ2564                         *CURRENT SURVEY CONTROL
 JZ2564  ______________________________________________________________________
 JZ2564* NAD 83(1986) POSITION- 39 33 41.4    (N) 085 40 10.9    (W)   HD_HELD2
 JZ2564* NAVD 88 ORTHO HEIGHT -   261.773 (meters)      858.83  (feet) ADJUSTED
 JZ2564  ______________________________________________________________________
 JZ2564  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 JZ2564  DYNAMIC HEIGHT  -        261.618 (meters)      858.33  (feet) COMP
 JZ2564  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 JZ2564
 JZ2564  VERT ORDER      -  SECOND    CLASS 0
 JZ2564
 JZ2564.The horizontal coordinates were established by autonomous hand held GPS
 JZ2564.observations and have an estimated accuracy of +/- 10 meters.
 JZ2564
 JZ2564.The orthometric height was determined by differential leveling and
 JZ2564.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2564.in June 1991.
 JZ2564
 JZ2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2564.GEOID18 height accuracy estimate available here.
 JZ2564
 JZ2564.Click photographs - Photos may exist for this station.
 JZ2564
 JZ2564.The dynamic height is computed by dividing the NAVD 88
 JZ2564.geopotential number by the normal gravity value computed on the
 JZ2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2564.degrees latitude (g = 980.6199 gals.).
 JZ2564
 JZ2564.The modeled gravity was interpolated from observed gravity values.
 JZ2564
 JZ2564;                    North         East    Units  Estimated Accuracy
 JZ2564;SPC IN E     -   478,832.       99,740.      MT  (+/- 10 meters HH2 GPS)
 JZ2564
 JZ2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1427979934(NAD 83)
 JZ2564
 JZ2564                          SUPERSEDED SURVEY CONTROL
 JZ2564
 JZ2564  NGVD 29 (??/??/92)  261.894  (m)          859.23   (f) ADJ UNCH    2 0
 JZ2564
 JZ2564.Superseded values are not recommended for survey control.
 JZ2564
 JZ2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2564.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2564
 JZ2564_MARKER: DB = BENCH MARK DISK
 JZ2564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2564_SP_SET: WATER TABLE
 JZ2564_STAMPING: T 239 1947
 JZ2564_MARK LOGO: CGS
 JZ2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2564+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 JZ2564
 JZ2564  HISTORY     - Date     Condition        Report By
 JZ2564  HISTORY     - 1947     MONUMENTED       CGS
 JZ2564  HISTORY     - 20110623 GOOD             INDNR
 JZ2564
 JZ2564                          STATION DESCRIPTION
 JZ2564
 JZ2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2564'0.4 MI N FROM RAYS CROSSING.
 JZ2564'ABOUT 0.45 MILE NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2564'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, SET
 JZ2564'VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF UNION
 JZ2564'TOWNSHIP GRADE SCHOOL, 2.9 FEET WEST OF THE CORNER, 0.6 FOOT
 JZ2564'ABOVE THE GROUND, IN THE FACE OF THE LIMESTONE WATER TABLE.
 JZ2564
 JZ2564                          STATION RECOVERY (2011)
 JZ2564
 JZ2564'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 JZ2564'THE SCHOOL BUILDING IS NOW THE ADMINISTRATION BUILDING FOR THE SHELBY
 JZ2564'
 JZ2564'EASTERN SCHOOL DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1356 ***********************************************************************
 ME1356  DESIGNATION -  T 24
 ME1356  PID         -  ME1356
 ME1356  STATE/COUNTY-  IN/JASPER
 ME1356  COUNTRY     -  US
 ME1356  USGS QUAD   -  DEMOTTE (2019)
 ME1356
 ME1356                         *CURRENT SURVEY CONTROL
 ME1356  ______________________________________________________________________
 ME1356* NAD 83(1986) POSITION- 41 11 42.     (N) 087 09 01.     (W)   SCALED
 ME1356* NAVD 88 ORTHO HEIGHT -   202.738 (meters)      665.15  (feet) ADJUSTED
 ME1356  ______________________________________________________________________
 ME1356  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME1356  DYNAMIC HEIGHT  -        202.651 (meters)      664.86  (feet) COMP
 ME1356  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 ME1356
 ME1356  VERT ORDER      -  SECOND    CLASS 0
 ME1356
 ME1356.The horizontal coordinates were scaled from a map and have
 ME1356.an estimated accuracy of +/- 6 seconds.
 ME1356
 ME1356.The orthometric height was determined by differential leveling and
 ME1356.adjusted by the NATIONAL GEODETIC SURVEY
 ME1356.in June 1991.
 ME1356
 ME1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1356.GEOID18 height accuracy estimate available here.
 ME1356
 ME1356.Click photographs - Photos may exist for this station.
 ME1356
 ME1356.The dynamic height is computed by dividing the NAVD 88
 ME1356.geopotential number by the normal gravity value computed on the
 ME1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1356.degrees latitude (g = 980.6199 gals.).
 ME1356
 ME1356.The modeled gravity was interpolated from observed gravity values.
 ME1356
 ME1356;                    North         East    Units  Estimated Accuracy
 ME1356;SPC IN W     -   660,220.      894,380.      MT  (+/- 180 meters Scaled)
 ME1356
 ME1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873604(NAD 83)
 ME1356
 ME1356                          SUPERSEDED SURVEY CONTROL
 ME1356
 ME1356  NGVD 29 (??/??/92)  202.827  (m)          665.44   (f) ADJ UNCH    2 0
 ME1356
 ME1356.Superseded values are not recommended for survey control.
 ME1356
 ME1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1356.See file dsdata.pdf to determine how the superseded data were derived.
 ME1356
 ME1356_MARKER: DB = BENCH MARK DISK
 ME1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1356_STAMPING: T 24 1934
 ME1356_MARK LOGO: CGS
 ME1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1356+STABILITY: SURFACE MOTION
 ME1356
 ME1356  HISTORY     - Date     Condition        Report By
 ME1356  HISTORY     - 1934     MONUMENTED       CGS
 ME1356  HISTORY     - 1946     GOOD             CGS
 ME1356  HISTORY     - 1957     MARK NOT FOUND   CGS
 ME1356  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1356
 ME1356                          STATION DESCRIPTION
 ME1356
 ME1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1356'2.5 MI E FROM DEMOTTE.
 ME1356'ABOUT 2.5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1356'THE STATION AT DEMOTTE, ABOUT 0.4 MILE EAST OF KERSEY STATION,
 ME1356'IN THE NORTHEAST QUARTER OF A NORTH-SOUTH GRAVEL ROAD CROSSING,
 ME1356'13.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 32 FEET EAST OF
 ME1356'THE CENTER LINE OF THE ROAD, 7.5 FEET NORTHWEST OF SECTION POST
 ME1356'3300, 29.5 FEET SOUTHWEST OF POLE NUMBER 63/02, 1.5 FEET WEST OF
 ME1356'A WIRE FENCE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 ME1356'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME1356
 ME1356                          STATION RECOVERY (1957)
 ME1356
 ME1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 ME1356'MARK NOT FOUND.
 ME1356
 ME1356                          STATION RECOVERY (2012)
 ME1356
 ME1356'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2481 ***********************************************************************
 JZ2481  DESIGNATION -  T 240
 JZ2481  PID         -  JZ2481
 JZ2481  STATE/COUNTY-  IN/HANCOCK
 JZ2481  COUNTRY     -  US
 JZ2481  USGS QUAD   -  INGALLS (2019)
 JZ2481
 JZ2481                         *CURRENT SURVEY CONTROL
 JZ2481  ______________________________________________________________________
 JZ2481* NAD 83(1986) POSITION- 39 55 19.     (N) 085 50 33.     (W)   SCALED
 JZ2481* NAVD 88 ORTHO HEIGHT -   261.538 (meters)      858.06  (feet) ADJUSTED
 JZ2481  ______________________________________________________________________
 JZ2481  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 JZ2481  DYNAMIC HEIGHT  -        261.392 (meters)      857.58  (feet) COMP
 JZ2481  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 JZ2481
 JZ2481  VERT ORDER      -  SECOND    CLASS 0
 JZ2481
 JZ2481.The horizontal coordinates were scaled from a map and have
 JZ2481.an estimated accuracy of +/- 6 seconds.
 JZ2481
 JZ2481.The orthometric height was determined by differential leveling and
 JZ2481.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2481.in June 1991.
 JZ2481
 JZ2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2481.GEOID18 height accuracy estimate available here.
 JZ2481
 JZ2481.Click photographs - Photos may exist for this station.
 JZ2481
 JZ2481.The dynamic height is computed by dividing the NAVD 88
 JZ2481.geopotential number by the normal gravity value computed on the
 JZ2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2481.degrees latitude (g = 980.6199 gals.).
 JZ2481
 JZ2481.The modeled gravity was interpolated from observed gravity values.
 JZ2481
 JZ2481;                    North         East    Units  Estimated Accuracy
 JZ2481;SPC IN E     -   518,870.       84,970.      MT  (+/- 180 meters Scaled)
 JZ2481
 JZ2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK989197(NAD 83)
 JZ2481
 JZ2481                          SUPERSEDED SURVEY CONTROL
 JZ2481
 JZ2481  NGVD 29 (??/??/92)  261.668  (m)          858.49   (f) ADJ UNCH    2 0
 JZ2481
 JZ2481.Superseded values are not recommended for survey control.
 JZ2481
 JZ2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2481.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2481
 JZ2481_MARKER: DB = BENCH MARK DISK
 JZ2481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2481_SP_SET: CULVERT HEADWALL
 JZ2481_STAMPING: T 240 1947
 JZ2481_MARK LOGO: CGS
 JZ2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2481+STABILITY: SURFACE MOTION
 JZ2481
 JZ2481  HISTORY     - Date     Condition        Report By
 JZ2481  HISTORY     - 1947     MONUMENTED       CGS
 JZ2481
 JZ2481                          STATION DESCRIPTION
 JZ2481
 JZ2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2481'0.6 MI SE FROM FORTVILLE.
 JZ2481'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE
 JZ2481'INTERSECTION WITH STATE HIGHWAY 67 AT FORTVILLE, AT THE JUNCTION
 JZ2481'WITH A PAVED ROAD LEADING SOUTH, SET IN THE TOP OF AND CENTER
 JZ2481'OF THE SOUTHWEST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT
 JZ2481'UNDER THE HIGHWAY, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JZ2481'HIGHWAY, 36 FEET NORTHWEST OF THE CENTER LINE OF THE SIDE
 JZ2481'ROAD, ABOUT 1 1/2 FEET ABOVE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2453 ***********************************************************************
 JZ2453  DESIGNATION -  T 241
 JZ2453  PID         -  JZ2453
 JZ2453  STATE/COUNTY-  IN/HANCOCK
 JZ2453  COUNTRY     -  US
 JZ2453  USGS QUAD   -  PENDLETON (2019)
 JZ2453
 JZ2453                         *CURRENT SURVEY CONTROL
 JZ2453  ______________________________________________________________________
 JZ2453* NAD 83(1986) POSITION- 39 54 07.     (N) 085 41 31.     (W)   SCALED
 JZ2453* NAVD 88 ORTHO HEIGHT -   282.459 (meters)      926.70  (feet) ADJUSTED
 JZ2453  ______________________________________________________________________
 JZ2453  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ2453  DYNAMIC HEIGHT  -        282.299 (meters)      926.18  (feet) COMP
 JZ2453  MODELED GRAVITY -    980,053.3   (mgal)                       NAVD 88
 JZ2453
 JZ2453  VERT ORDER      -  SECOND    CLASS 0
 JZ2453
 JZ2453.The horizontal coordinates were scaled from a map and have
 JZ2453.an estimated accuracy of +/- 6 seconds.
 JZ2453
 JZ2453.The orthometric height was determined by differential leveling and
 JZ2453.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2453.in June 1991.
 JZ2453
 JZ2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2453.GEOID18 height accuracy estimate available here.
 JZ2453
 JZ2453.Click photographs - Photos may exist for this station.
 JZ2453
 JZ2453.The dynamic height is computed by dividing the NAVD 88
 JZ2453.geopotential number by the normal gravity value computed on the
 JZ2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2453.degrees latitude (g = 980.6199 gals.).
 JZ2453
 JZ2453.The modeled gravity was interpolated from observed gravity values.
 JZ2453
 JZ2453;                    North         East    Units  Estimated Accuracy
 JZ2453;SPC IN E     -   516,630.       97,840.      MT  (+/- 180 meters Scaled)
 JZ2453
 JZ2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK118176(NAD 83)
 JZ2453
 JZ2453                          SUPERSEDED SURVEY CONTROL
 JZ2453
 JZ2453  NGVD 29 (??/??/92)  282.584  (m)          927.11   (f) ADJ UNCH    2 0
 JZ2453
 JZ2453.Superseded values are not recommended for survey control.
 JZ2453
 JZ2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2453.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2453
 JZ2453_MARKER: DB = BENCH MARK DISK
 JZ2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2453_STAMPING: T 241 1947
 JZ2453_MARK LOGO: CGS
 JZ2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2453+STABILITY: SURFACE MOTION
 JZ2453
 JZ2453  HISTORY     - Date     Condition        Report By
 JZ2453  HISTORY     - 1947     MONUMENTED       CGS
 JZ2453  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2453
 JZ2453                          STATION DESCRIPTION
 JZ2453
 JZ2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2453'4.3 MI E FROM EDEN.
 JZ2453'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 234 FROM THE INTERSECTION
 JZ2453'WITH STATE HIGHWAY 9 AT EDEN, IN THE NORTHWEST QUARTER OF THE
 JZ2453'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN, IN THE NORTHWEST
 JZ2453'QUARTER OF THE INTERSECTION WITH STATE HIGHWAY 209, 35 FEET
 JZ2453'WEST OF THE CENTER LINE OF HIGHWAY 209, 42 FEET NORTH OF THE
 JZ2453'CENTER LINE OF HIGHWAY 234, 17.5 FEET WEST OF A TELEPHONE POLE,
 JZ2453'11 FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 1 FOOT
 JZ2453'SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ2453'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2453
 JZ2453                          STATION RECOVERY (2009)
 JZ2453
 JZ2453'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2453'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0185 ***********************************************************************
 KA0185  DESIGNATION -  T 242
 KA0185  PID         -  KA0185
 KA0185  STATE/COUNTY-  IN/MARION
 KA0185  COUNTRY     -  US
 KA0185  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0185
 KA0185                         *CURRENT SURVEY CONTROL
 KA0185  ______________________________________________________________________
 KA0185* NAD 83(1986) POSITION- 39 46 01.     (N) 086 08 43.     (W)   SCALED
 KA0185* NAVD 88 ORTHO HEIGHT -   217.829 (meters)      714.66  (feet) ADJUSTED
 KA0185  ______________________________________________________________________
 KA0185  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 KA0185  DYNAMIC HEIGHT  -        217.708 (meters)      714.26  (feet) COMP
 KA0185  MODELED GRAVITY -    980,067.2   (mgal)                       NAVD 88
 KA0185
 KA0185  VERT ORDER      -  FIRST     CLASS II
 KA0185
 KA0185.The horizontal coordinates were scaled from a map and have
 KA0185.an estimated accuracy of +/- 6 seconds.
 KA0185
 KA0185.The orthometric height was determined by differential leveling and
 KA0185.adjusted by the NATIONAL GEODETIC SURVEY
 KA0185.in June 1991.
 KA0185
 KA0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0185.GEOID18 height accuracy estimate available here.
 KA0185
 KA0185.Click photographs - Photos may exist for this station.
 KA0185
 KA0185.The dynamic height is computed by dividing the NAVD 88
 KA0185.geopotential number by the normal gravity value computed on the
 KA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0185.degrees latitude (g = 980.6199 gals.).
 KA0185
 KA0185.The modeled gravity was interpolated from observed gravity values.
 KA0185
 KA0185;                    North         East    Units  Estimated Accuracy
 KA0185;SPC IN E     -   501,750.       58,990.      MT  (+/- 180 meters Scaled)
 KA0185
 KA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK732022(NAD 83)
 KA0185
 KA0185                          SUPERSEDED SURVEY CONTROL
 KA0185
 KA0185  NGVD 29 (??/??/92)  217.968  (m)          715.12   (f) ADJ UNCH    1 2
 KA0185
 KA0185.Superseded values are not recommended for survey control.
 KA0185
 KA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0185.See file dsdata.pdf to determine how the superseded data were derived.
 KA0185
 KA0185_MARKER: DB = BENCH MARK DISK
 KA0185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0185_SP_SET: BRIDGE ABUTMENT
 KA0185_STAMPING: T 242 1947
 KA0185_MARK LOGO: CGS
 KA0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0185
 KA0185  HISTORY     - Date     Condition        Report By
 KA0185  HISTORY     - 1947     MONUMENTED       CGS
 KA0185  HISTORY     - 1976     GOOD             LOCSUR
 KA0185  HISTORY     - 1985     GOOD             NGS
 KA0185  HISTORY     - 19960514 GOOD             USPSQD
 KA0185
 KA0185                          STATION DESCRIPTION
 KA0185
 KA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0185'AT INDIANAPOLIS.
 KA0185'AT INDIANAPOLIS, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 40
 KA0185'FROM THE MARION COUNTY COURTHOUSE, AT THE OVERHEAD CROSSING OF
 KA0185'THE NEW YORK CENTRAL RAILROAD, SET VERTICALLY IN THE SOUTH
 KA0185'FACE OF THE NORTHEAST CONCRETE BACKWALL OF THE OVERHEAD
 KA0185'BRIDGE, IN THE NORTHEAST ANGLE OF EAST WASHINGTON STREET AND
 KA0185'NORTH NOBLE STREET, 22 FEET NORTH OF THE NORTH CURB OF
 KA0185'WASHINGTON STREET, 17.5 FEET EAST OF THE EAST CURB OF NOBLE
 KA0185'STREET, 2.7 FEET ABOVE THE SIDEWALK.
 KA0185
 KA0185                          STATION RECOVERY (1976)
 KA0185
 KA0185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0185'RECOVERED IN GOOD CONDITION.
 KA0185
 KA0185                          STATION RECOVERY (1985)
 KA0185
 KA0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0185'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0185'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0185
 KA0185                          STATION RECOVERY (1996)
 KA0185
 KA0185'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2614 ***********************************************************************
 JZ2614  DESIGNATION -  T 244
 JZ2614  PID         -  JZ2614
 JZ2614  STATE/COUNTY-  IN/RUSH
 JZ2614  COUNTRY     -  US
 JZ2614  USGS QUAD   -  CARTHAGE (2019)
 JZ2614
 JZ2614                         *CURRENT SURVEY CONTROL
 JZ2614  ______________________________________________________________________
 JZ2614* NAD 83(1986) POSITION- 39 37 58.     (N) 085 34 51.     (W)   SCALED
 JZ2614* NAVD 88 ORTHO HEIGHT -   279.248 (meters)      916.17  (feet) ADJUSTED
 JZ2614  ______________________________________________________________________
 JZ2614  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ2614  DYNAMIC HEIGHT  -        279.083 (meters)      915.62  (feet) COMP
 JZ2614  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 JZ2614
 JZ2614  VERT ORDER      -  SECOND    CLASS 0
 JZ2614
 JZ2614.The horizontal coordinates were scaled from a map and have
 JZ2614.an estimated accuracy of +/- 6 seconds.
 JZ2614
 JZ2614.The orthometric height was determined by differential leveling and
 JZ2614.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2614.in June 1991.
 JZ2614
 JZ2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2614.GEOID18 height accuracy estimate available here.
 JZ2614
 JZ2614.Click photographs - Photos may exist for this station.
 JZ2614
 JZ2614.The dynamic height is computed by dividing the NAVD 88
 JZ2614.geopotential number by the normal gravity value computed on the
 JZ2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2614.degrees latitude (g = 980.6199 gals.).
 JZ2614
 JZ2614.The modeled gravity was interpolated from observed gravity values.
 JZ2614
 JZ2614;                    North         East    Units  Estimated Accuracy
 JZ2614;SPC IN E     -   486,750.      107,370.      MT  (+/- 180 meters Scaled)
 JZ2614
 JZ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ217879(NAD 83)
 JZ2614
 JZ2614                          SUPERSEDED SURVEY CONTROL
 JZ2614
 JZ2614  NGVD 29 (??/??/92)  279.371  (m)          916.57   (f) ADJ UNCH    2 0
 JZ2614
 JZ2614.Superseded values are not recommended for survey control.
 JZ2614
 JZ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2614.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2614
 JZ2614_MARKER: DB = BENCH MARK DISK
 JZ2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2614_STAMPING: T 244 1947
 JZ2614_MARK LOGO: CGS
 JZ2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2614+STABILITY: SURFACE MOTION
 JZ2614
 JZ2614  HISTORY     - Date     Condition        Report By
 JZ2614  HISTORY     - 1947     MONUMENTED       CGS
 JZ2614  HISTORY     - 20220928 MARK NOT FOUND   INDOT
 JZ2614
 JZ2614                          STATION DESCRIPTION
 JZ2614
 JZ2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2614'0.8 MI S FROM ARLINGTON.
 JZ2614'ABOUT 0.85 MILE SOUTH ALONG THE HOMER-ARLINGTON ROAD FROM THE
 JZ2614'POST OFFICE AT ARLINGTON, AT A RIGHT ANGLE TURN IN THE ROAD WITH
 JZ2614'TANGENTS EXTENDING SOUTH AND EAST AND AT THE JUNCTION OF A FARM
 JZ2614'ROAD LEADING WEST, 16 FEET WEST OF THE CENTER LINE OF THE SOUTH
 JZ2614'TANGENT OF THE MAIN ROAD, 43.5 FEET SOUTH OF THE CENTER LINE OF
 JZ2614'THE FARM ROAD, 25 FEET SOUTH OF A GATE POST, 1 1/2 FEET EAST OF
 JZ2614'A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ2614'1 1/2 FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2614'POST PROJECTING ABOUT 6 INCHES.
 JZ2614
 JZ2614                          STATION RECOVERY (2022)
 JZ2614
 JZ2614'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0170 ***********************************************************************
 KA0170  DESIGNATION -  T 245
 KA0170  PID         -  KA0170
 KA0170  STATE/COUNTY-  IN/MARION
 KA0170  COUNTRY     -  US
 KA0170  USGS QUAD   -  BEECH GROVE (2019)
 KA0170
 KA0170                         *CURRENT SURVEY CONTROL
 KA0170  ______________________________________________________________________
 KA0170* NAD 83(1986) POSITION- 39 41 44.     (N) 086 01 48.     (W)   SCALED
 KA0170* NAVD 88 ORTHO HEIGHT -   259.398 (meters)      851.04  (feet) ADJUSTED
 KA0170  ______________________________________________________________________
 KA0170  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 KA0170  DYNAMIC HEIGHT  -        259.250 (meters)      850.56  (feet) COMP
 KA0170  MODELED GRAVITY -    980,050.4   (mgal)                       NAVD 88
 KA0170
 KA0170  VERT ORDER      -  FIRST     CLASS II
 KA0170
 KA0170.The horizontal coordinates were scaled from a map and have
 KA0170.an estimated accuracy of +/- 6 seconds.
 KA0170
 KA0170.The orthometric height was determined by differential leveling and
 KA0170.adjusted by the NATIONAL GEODETIC SURVEY
 KA0170.in June 1991.
 KA0170
 KA0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0170.GEOID18 height accuracy estimate available here.
 KA0170
 KA0170.Click photographs - Photos may exist for this station.
 KA0170
 KA0170.The dynamic height is computed by dividing the NAVD 88
 KA0170.geopotential number by the normal gravity value computed on the
 KA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0170.degrees latitude (g = 980.6199 gals.).
 KA0170
 KA0170.The modeled gravity was interpolated from observed gravity values.
 KA0170
 KA0170;                    North         East    Units  Estimated Accuracy
 KA0170;SPC IN E     -   493,780.       68,840.      MT  (+/- 180 meters Scaled)
 KA0170
 KA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ831944(NAD 83)
 KA0170
 KA0170                          SUPERSEDED SURVEY CONTROL
 KA0170
 KA0170  NGVD 29 (??/??/92)  259.512  (m)          851.42   (f) ADJ UNCH    1 2
 KA0170
 KA0170.Superseded values are not recommended for survey control.
 KA0170
 KA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0170.See file dsdata.pdf to determine how the superseded data were derived.
 KA0170
 KA0170_MARKER: DB = BENCH MARK DISK
 KA0170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0170_SP_SET: CULVERT HEADWALL
 KA0170_STAMPING: T 245 1945
 KA0170_MARK LOGO: CGS
 KA0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0170+STABILITY: SURFACE MOTION
 KA0170
 KA0170  HISTORY     - Date     Condition        Report By
 KA0170  HISTORY     - 1947     MONUMENTED       CGS
 KA0170  HISTORY     - 1976     GOOD             LOCSUR
 KA0170  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0170
 KA0170                          STATION DESCRIPTION
 KA0170
 KA0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0170'4.3 MI NW FROM ACTON.
 KA0170'ABOUT 4.3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0170'FROM THE STATION AT ACTON, AT RAILROAD CULVERT NO. 454, ABOUT
 KA0170'9 RAILS SOUTHEAST OF MILE POST 101, ABOUT 6 RAILS SOUTHEAST OF
 KA0170'THE CROSSING OF THE THOMPSON ROAD (EAST-WEST ROAD), SET IN THE
 KA0170'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 KA0170'THE CULVERT, 10.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND 2
 KA0170'FEET BELOW THE TRACK.
 KA0170
 KA0170                          STATION RECOVERY (1976)
 KA0170
 KA0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0170'RECOVERED IN GOOD CONDITION.
 KA0170
 KA0170                          STATION RECOVERY (1986)
 KA0170
 KA0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0171 ***********************************************************************
 KA0171  DESIGNATION -  T 245 RESET
 KA0171  PID         -  KA0171
 KA0171  STATE/COUNTY-  IN/MARION
 KA0171  COUNTRY     -  US
 KA0171  USGS QUAD   -  BEECH GROVE (2019)
 KA0171
 KA0171                         *CURRENT SURVEY CONTROL
 KA0171  ______________________________________________________________________
 KA0171* NAD 83(1986) POSITION- 39 41 44.     (N) 086 01 48.     (W)   SCALED
 KA0171* NAVD 88 ORTHO HEIGHT -   259.98  (meters)      853.0   (feet) RESET
 KA0171  ______________________________________________________________________
 KA0171  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 KA0171  VERT ORDER      -  THIRD
 KA0171
 KA0171.The horizontal coordinates were scaled from a map and have
 KA0171.an estimated accuracy of +/- 6 seconds.
 KA0171
 KA0171.The orthometric height was computed from unverified reset data.
 KA0171
 KA0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0171.GEOID18 height accuracy estimate available here.
 KA0171
 KA0171.Click photographs - Photos may exist for this station.
 KA0171
 KA0171;                    North         East    Units  Estimated Accuracy
 KA0171;SPC IN E     -   493,780.       68,840.      MT  (+/- 180 meters Scaled)
 KA0171
 KA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ831944(NAD 83)
 KA0171
 KA0171                          SUPERSEDED SURVEY CONTROL
 KA0171
 KA0171  NGVD 29 (??/??/??)  260.10   (m)          853.3    (f) RESET       3  
 KA0171
 KA0171.Superseded values are not recommended for survey control.
 KA0171
 KA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0171.See file dsdata.pdf to determine how the superseded data were derived.
 KA0171
 KA0171_MARKER: DB = BENCH MARK DISK
 KA0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0171_SP_SET: HEADWALL
 KA0171_STAMPING: T 245 1947 RESET 1953
 KA0171_MARK LOGO: CGS
 KA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0171+STABILITY: SURFACE MOTION
 KA0171
 KA0171  HISTORY     - Date     Condition        Report By
 KA0171  HISTORY     - 1953     MONUMENTED       NYCRR
 KA0171  HISTORY     - 1986     GOOD             NGS
 KA0171
 KA0171                          STATION DESCRIPTION
 KA0171
 KA0171'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1953
 KA0171'4.3 MI NW FROM ACTON.
 KA0171'4.3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0171'FROM THE STATION AT ACTON, MARION COUNTY, 9 RAILS SOUTHEAST OF
 KA0171'MILEPOST 101, 6 RAILS SOUTHEAST OF THE CROSSING OF AN EAST-AND-WEST
 KA0171'ROAD (THOMPSON ROAD), AT CULVERT 454, IN THE TOP OF THE NORTHWEST
 KA0171'END OF THE NORTHEAST CONCRETE HEADWALL, 10.5 FEET NORTHEAST OF
 KA0171'THE NORTHEAST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 KA0171'DISK, STAMPED T 245 1947 RESET 1953.
 KA0171
 KA0171                          STATION RECOVERY (1986)
 KA0171
 KA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0171'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 KA0171'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 465 FROM ITS JUNCTION WITH
 KA0171'INTERSTATE HIGHWAY 74 IN SOUTHEAST INDIANAPOLIS, THENCE 2.9 KM (1.8
 KA0171'MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1113 ***********************************************************************
 LA1113  DESIGNATION -  T 246
 LA1113  PID         -  LA1113
 LA1113  STATE/COUNTY-  IN/RANDOLPH
 LA1113  COUNTRY     -  US
 LA1113  USGS QUAD   -  MODOC (2019)
 LA1113
 LA1113                         *CURRENT SURVEY CONTROL
 LA1113  ______________________________________________________________________
 LA1113* NAD 83(1986) POSITION- 40 03 44.6    (N) 085 12 09.7    (W)   HD_HELD2
 LA1113* NAVD 88 ORTHO HEIGHT -   346.721 (meters)     1137.53  (feet) ADJUSTED
 LA1113  ______________________________________________________________________
 LA1113  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 LA1113  DYNAMIC HEIGHT  -        346.532 (meters)     1136.91  (feet) COMP
 LA1113  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 LA1113
 LA1113  VERT ORDER      -  SECOND    CLASS 0
 LA1113
 LA1113.The horizontal coordinates were established by autonomous hand held GPS
 LA1113.observations and have an estimated accuracy of +/- 10 meters.
 LA1113
 LA1113.The orthometric height was determined by differential leveling and
 LA1113.adjusted by the NATIONAL GEODETIC SURVEY
 LA1113.in June 1991.
 LA1113
 LA1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1113.GEOID18 height accuracy estimate available here.
 LA1113
 LA1113.Click photographs - Photos may exist for this station.
 LA1113
 LA1113.The dynamic height is computed by dividing the NAVD 88
 LA1113.geopotential number by the normal gravity value computed on the
 LA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1113.degrees latitude (g = 980.6199 gals.).
 LA1113
 LA1113.The modeled gravity was interpolated from observed gravity values.
 LA1113
 LA1113;                    North         East    Units  Estimated Accuracy
 LA1113;SPC IN E     -   534,548.      139,583.      MT  (+/- 10 meters HH2 GPS)
 LA1113
 LA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5328236229(NAD 83)
 LA1113
 LA1113                          SUPERSEDED SURVEY CONTROL
 LA1113
 LA1113  NGVD 29 (??/??/92)  346.855  (m)         1137.97   (f) ADJ UNCH    2 0
 LA1113
 LA1113.Superseded values are not recommended for survey control.
 LA1113
 LA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1113.See file dsdata.pdf to determine how the superseded data were derived.
 LA1113
 LA1113_MARKER: DB = BENCH MARK DISK
 LA1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1113_SP_SET: CULVERT HEADWALL
 LA1113_STAMPING: T 246 1947
 LA1113_MARK LOGO: CGS
 LA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1113+STABILITY: SURFACE MOTION
 LA1113
 LA1113  HISTORY     - Date     Condition        Report By
 LA1113  HISTORY     - 1947     MONUMENTED       CGS
 LA1113  HISTORY     - 20000830 GOOD             GOVE
 LA1113
 LA1113                          STATION DESCRIPTION
 LA1113
 LA1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1113'2.2 MI NE FROM BLOUNTSVILLE.
 LA1113'ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE BLOUNTSVILLE
 LA1113'CHRISTIAN CHURCH AT BLOUNTSVILLE, THENCE ABOUT 0.25 MILE NORTH
 LA1113'AND 0.85 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE WEST OF THE
 LA1113'MT. ZION CHURCH, AT  CROSS ROAD, 13 FEET SOUTH OF THE CENTER
 LA1113'LINE OF THE EAST-WEST ROAD, 21 FEET WEST OF THE CENTER LINE OF
 LA1113'THE NORTH-SOUTH ROAD, ABOUT 0.6 MILE EAST OF THE HENRY-RANDOLPH
 LA1113'COUNTY LINE, IN THE TOP OF THE WEST END OF THE 4-FOOT CONCRETE
 LA1113'HEAD WALL OF A 10-INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 LA1113
 LA1113                          STATION RECOVERY (2000)
 LA1113
 LA1113'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1113'GRAVEL ROAD IN DESCRIPTION IS NOW PAVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1530 ***********************************************************************
 LA1530  DESIGNATION -  T 247
 LA1530  PID         -  LA1530
 LA1530  STATE/COUNTY-  IN/MADISON
 LA1530  COUNTRY     -  US
 LA1530  USGS QUAD   -  MIDDLETOWN (2019)
 LA1530
 LA1530                         *CURRENT SURVEY CONTROL
 LA1530  ______________________________________________________________________
 LA1530* NAD 83(1986) POSITION- 40 00 17.     (N) 085 35 44.     (W)   SCALED
 LA1530* NAVD 88 ORTHO HEIGHT -   293.794 (meters)      963.89  (feet) ADJUSTED
 LA1530  ______________________________________________________________________
 LA1530  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 LA1530  DYNAMIC HEIGHT  -        293.632 (meters)      963.36  (feet) COMP
 LA1530  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 LA1530
 LA1530  VERT ORDER      -  SECOND    CLASS 0
 LA1530
 LA1530.The horizontal coordinates were scaled from a map and have
 LA1530.an estimated accuracy of +/- 6 seconds.
 LA1530
 LA1530.The orthometric height was determined by differential leveling and
 LA1530.adjusted by the NATIONAL GEODETIC SURVEY
 LA1530.in June 1991.
 LA1530
 LA1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1530.GEOID18 height accuracy estimate available here.
 LA1530
 LA1530.Click photographs - Photos may exist for this station.
 LA1530
 LA1530.The dynamic height is computed by dividing the NAVD 88
 LA1530.geopotential number by the normal gravity value computed on the
 LA1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1530.degrees latitude (g = 980.6199 gals.).
 LA1530
 LA1530.The modeled gravity was interpolated from observed gravity values.
 LA1530
 LA1530;                    North         East    Units  Estimated Accuracy
 LA1530;SPC IN E     -   528,040.      106,070.      MT  (+/- 180 meters Scaled)
 LA1530
 LA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK198292(NAD 83)
 LA1530
 LA1530                          SUPERSEDED SURVEY CONTROL
 LA1530
 LA1530  NGVD 29 (??/??/92)  293.925  (m)          964.32   (f) ADJ UNCH    2 0
 LA1530
 LA1530.Superseded values are not recommended for survey control.
 LA1530
 LA1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1530.See file dsdata.pdf to determine how the superseded data were derived.
 LA1530
 LA1530_MARKER: DB = BENCH MARK DISK
 LA1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1530_STAMPING: T 247 1947
 LA1530_MARK LOGO: CGS
 LA1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1530+STABILITY: SURFACE MOTION
 LA1530
 LA1530  HISTORY     - Date     Condition        Report By
 LA1530  HISTORY     - 1947     MONUMENTED       CGS
 LA1530
 LA1530                          STATION DESCRIPTION
 LA1530
 LA1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1530'2 MI W FROM MECHANICSBURG.
 LA1530'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE MAIN
 LA1530'CROSSROADS AT MECHANICSBURG, ABOUT 2.05 MILES EAST ALONG U.S.
 LA1530'HIGHWAY 36 FROM ITS JUNCTION WITH STATE HIGHWAY 109 AT EMPORIA,
 LA1530'ABOUT 1.0 MILE WEST OF THE HENRY-MADISON COUNTY LINE CROSSROAD,
 LA1530'AT A CROSS ROAD, 136 FEET NORTH OF THE CENTER LINE OF THE
 LA1530'HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 17
 LA1530'FEET NORTH OF AN 18-INCH LOCUST TREE USED AS A FENCE CORNER AND
 LA1530'GATE POST, 1 FOOT EAST OF THE FENCE, ABOUT LEVEL WITH THE CROSS
 LA1530'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1542 ***********************************************************************
 LA1542  DESIGNATION -  T 248
 LA1542  PID         -  LA1542
 LA1542  STATE/COUNTY-  IN/HENRY
 LA1542  COUNTRY     -  US
 LA1542  USGS QUAD   -  MIDDLETOWN (2019)
 LA1542
 LA1542                         *CURRENT SURVEY CONTROL
 LA1542  ______________________________________________________________________
 LA1542* NAD 83(1986) POSITION- 40 02 01.     (N) 085 31 39.     (W)   SCALED
 LA1542* NAVD 88 ORTHO HEIGHT -   303.467 (meters)      995.62  (feet) ADJUSTED
 LA1542  ______________________________________________________________________
 LA1542  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LA1542  DYNAMIC HEIGHT  -        303.301 (meters)      995.08  (feet) COMP
 LA1542  MODELED GRAVITY -    980,072.5   (mgal)                       NAVD 88
 LA1542
 LA1542  VERT ORDER      -  SECOND    CLASS 0
 LA1542
 LA1542.The horizontal coordinates were scaled from a map and have
 LA1542.an estimated accuracy of +/- 6 seconds.
 LA1542
 LA1542.The orthometric height was determined by differential leveling and
 LA1542.adjusted by the NATIONAL GEODETIC SURVEY
 LA1542.in June 1991.
 LA1542
 LA1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1542.GEOID18 height accuracy estimate available here.
 LA1542
 LA1542.Click photographs - Photos may exist for this station.
 LA1542
 LA1542.The dynamic height is computed by dividing the NAVD 88
 LA1542.geopotential number by the normal gravity value computed on the
 LA1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1542.degrees latitude (g = 980.6199 gals.).
 LA1542
 LA1542.The modeled gravity was interpolated from observed gravity values.
 LA1542
 LA1542;                    North         East    Units  Estimated Accuracy
 LA1542;SPC IN E     -   531,260.      111,880.      MT  (+/- 180 meters Scaled)
 LA1542
 LA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256325(NAD 83)
 LA1542
 LA1542                          SUPERSEDED SURVEY CONTROL
 LA1542
 LA1542  NGVD 29 (??/??/92)  303.599  (m)          996.06   (f) ADJ UNCH    2 0
 LA1542
 LA1542.Superseded values are not recommended for survey control.
 LA1542
 LA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1542.See file dsdata.pdf to determine how the superseded data were derived.
 LA1542
 LA1542_MARKER: DB = BENCH MARK DISK
 LA1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1542_STAMPING: T 248 1947
 LA1542_MARK LOGO: CGS
 LA1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1542+STABILITY: SURFACE MOTION
 LA1542
 LA1542  HISTORY     - Date     Condition        Report By
 LA1542  HISTORY     - 1947     MONUMENTED       CGS
 LA1542
 LA1542                          STATION DESCRIPTION
 LA1542
 LA1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1542'1.5 MI S FROM MIDDLETOWN.
 LA1542'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1542'AT MIDDLETOWN, AT A CROSS ROAD WITH AN ABANDONED SCHOOL HOUSE,
 LA1542'28 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTH OF
 LA1542'THE CENTER LINE OF THE CROSS ROAD, 11 FEET SOUTH OF A CONCRETE
 LA1542'FENCE CORNER POST, 2 FEET EAST OF THE FENCE LINE, 1 FOOT BELOW
 LA1542'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LA1542'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1144 ***********************************************************************
 LA1144  DESIGNATION -  T 249
 LA1144  PID         -  LA1144
 LA1144  STATE/COUNTY-  IN/DELAWARE
 LA1144  COUNTRY     -  US
 LA1144  USGS QUAD   -  FARMLAND (2019)
 LA1144
 LA1144                         *CURRENT SURVEY CONTROL
 LA1144  ______________________________________________________________________
 LA1144* NAD 83(1986) POSITION- 40 09 11.86   (N) 085 14 06.15   (W)   HD_HELD1
 LA1144* NAVD 88 ORTHO HEIGHT -   311.282 (meters)     1021.26  (feet) ADJUSTED
 LA1144  ______________________________________________________________________
 LA1144  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 LA1144  DYNAMIC HEIGHT  -        311.115 (meters)     1020.72  (feet) COMP
 LA1144  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 LA1144
 LA1144  VERT ORDER      -  SECOND    CLASS 0
 LA1144
 LA1144.The horizontal coordinates were determined by differentially corrected
 LA1144.hand held GPS observations or other comparable positioning techniques
 LA1144.and have an estimated accuracy of +/- 3 meters.
 LA1144
 LA1144.The orthometric height was determined by differential leveling and
 LA1144.adjusted by the NATIONAL GEODETIC SURVEY
 LA1144.in June 1991.
 LA1144
 LA1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1144.GEOID18 height accuracy estimate available here.
 LA1144
 LA1144.Click photographs - Photos may exist for this station.
 LA1144
 LA1144.The dynamic height is computed by dividing the NAVD 88
 LA1144.geopotential number by the normal gravity value computed on the
 LA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1144.degrees latitude (g = 980.6199 gals.).
 LA1144
 LA1144.The modeled gravity was interpolated from observed gravity values.
 LA1144
 LA1144;                    North         East    Units  Estimated Accuracy
 LA1144;SPC IN E     -   544,627.6     136,774.4     MT  (+/- 3 meters HH1 GPS) 
 LA1144
 LA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5032246264(NAD 83)
 LA1144
 LA1144                          SUPERSEDED SURVEY CONTROL
 LA1144
 LA1144  NGVD 29 (??/??/92)  311.420  (m)         1021.72   (f) ADJ UNCH    2 0
 LA1144
 LA1144.Superseded values are not recommended for survey control.
 LA1144
 LA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1144.See file dsdata.pdf to determine how the superseded data were derived.
 LA1144
 LA1144_MARKER: DB = BENCH MARK DISK
 LA1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1144_STAMPING: T 249 1947
 LA1144_MARK LOGO: CGS
 LA1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1144+STABILITY: SURFACE MOTION
 LA1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1144+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 LA1144
 LA1144  HISTORY     - Date     Condition        Report By
 LA1144  HISTORY     - 1947     MONUMENTED       CGS
 LA1144  HISTORY     - 20060130 GOOD             INDIV
 LA1144
 LA1144                          STATION DESCRIPTION
 LA1144
 LA1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1144'5 MI SE FROM SELMA.
 LA1144'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1144'SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 LA1144'ABOUT 2.0 MILES EAST AND SOUTH ALONG A GRAVEL ROAD, AT A BLACK
 LA1144'TOP CROSS ROAD, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 36
 LA1144'FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 13.8 FEET
 LA1144'NORTH OF A FENCE CORNER, 16 FEET NORTH OF POWER POLE DE 80 164,
 LA1144'1 FOOT EAST OF THE FENCE LINE, 2.5 FEET SOUTH OF A WHITE WOODEN
 LA1144'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LA1144'CONCRETE POST PROJECTING 4 INCHES.
 LA1144
 LA1144                          STATION RECOVERY (2006)
 LA1144
 LA1144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RMF)
 LA1144'T 249 1947 DISK IN DELAWARE COUNTY INDIANA.  FOUND AS DESCRIBED.
 LA1144'TELEPHONE POLE NUMBER DE 80 164 HAS BEEN REMOVED.  LOCATION IS
 LA1144'SUITABLE FOR RTK GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0044 ***********************************************************************
 LB0044  DESIGNATION -  T 25
 LB0044  PID         -  LB0044
 LB0044  STATE/COUNTY-  IN/CASS
 LB0044  COUNTRY     -  US
 LB0044  USGS QUAD   -  GRASS CREEK (2019)
 LB0044
 LB0044                         *CURRENT SURVEY CONTROL
 LB0044  ______________________________________________________________________
 LB0044* NAD 83(1986) POSITION- 40 53 44.     (N) 086 24 13.     (W)   SCALED
 LB0044* NAVD 88 ORTHO HEIGHT -   233.379 (meters)      765.68  (feet) ADJUSTED
 LB0044  ______________________________________________________________________
 LB0044  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 LB0044  DYNAMIC HEIGHT  -        233.275 (meters)      765.34  (feet) COMP
 LB0044  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 LB0044
 LB0044  VERT ORDER      -  SECOND    CLASS 0
 LB0044
 LB0044.The horizontal coordinates were scaled from a map and have
 LB0044.an estimated accuracy of +/- 6 seconds.
 LB0044
 LB0044.The orthometric height was determined by differential leveling and
 LB0044.adjusted by the NATIONAL GEODETIC SURVEY
 LB0044.in June 1991.
 LB0044
 LB0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0044.GEOID18 height accuracy estimate available here.
 LB0044
 LB0044.Click photographs - Photos may exist for this station.
 LB0044
 LB0044.The dynamic height is computed by dividing the NAVD 88
 LB0044.geopotential number by the normal gravity value computed on the
 LB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0044.degrees latitude (g = 980.6199 gals.).
 LB0044
 LB0044.The modeled gravity was interpolated from observed gravity values.
 LB0044
 LB0044;                    North         East    Units  Estimated Accuracy
 LB0044;SPC IN E     -   627,220.       37,900.      MT  (+/- 180 meters Scaled)
 LB0044
 LB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502273(NAD 83)
 LB0044
 LB0044                          SUPERSEDED SURVEY CONTROL
 LB0044
 LB0044  NGVD 29 (??/??/92)  233.494  (m)          766.05   (f) ADJ UNCH    2 0
 LB0044
 LB0044.Superseded values are not recommended for survey control.
 LB0044
 LB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0044.See file dsdata.pdf to determine how the superseded data were derived.
 LB0044
 LB0044_MARKER: DB = BENCH MARK DISK
 LB0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0044_STAMPING: T 25 1934
 LB0044_MARK LOGO: CGS
 LB0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0044+STABILITY: SURFACE MOTION
 LB0044
 LB0044  HISTORY     - Date     Condition        Report By
 LB0044  HISTORY     - 1934     MONUMENTED       CGS
 LB0044  HISTORY     - 1946     GOOD             CGS
 LB0044
 LB0044                          STATION DESCRIPTION
 LB0044
 LB0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0044'1.9 MI N FROM LUCERNE.
 LB0044'1.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0044'AT LUCERNE, AT A GRAVEL ROAD CROSSING, 0.3 MILE NORTH OF MILEPOST
 LB0044'126, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17.5 FEET
 LB0044'EAST OF THE EAST RAIL, 33 FEET SOUTHWEST OF A TELEGRAPH POLE,
 LB0044'7 FEET NORTH OF A CROSSING WARNING SIGN, LEVEL WITH THE CROSSING
 LB0044'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1161 ***********************************************************************
 LA1161  DESIGNATION -  T 250 RESET
 LA1161  PID         -  LA1161
 LA1161  STATE/COUNTY-  IN/DELAWARE
 LA1161  COUNTRY     -  US
 LA1161  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1161
 LA1161                         *CURRENT SURVEY CONTROL
 LA1161  ______________________________________________________________________
 LA1161* NAD 83(1986) POSITION- 40 05 27.     (N) 085 22 15.     (W)   SCALED
 LA1161* NAVD 88 ORTHO HEIGHT -   309.35  (meters)     1014.9   (feet) RESET
 LA1161  ______________________________________________________________________
 LA1161  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 LA1161  VERT ORDER      -  THIRD
 LA1161
 LA1161.The horizontal coordinates were scaled from a map and have
 LA1161.an estimated accuracy of +/- 6 seconds.
 LA1161
 LA1161.The orthometric height was computed from unverified reset data.
 LA1161
 LA1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1161.GEOID18 height accuracy estimate available here.
 LA1161
 LA1161.Click photographs - Photos may exist for this station.
 LA1161
 LA1161;                    North         East    Units  Estimated Accuracy
 LA1161;SPC IN E     -   537,650.      125,230.      MT  (+/- 180 meters Scaled)
 LA1161
 LA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK388391(NAD 83)
 LA1161
 LA1161                          SUPERSEDED SURVEY CONTROL
 LA1161
 LA1161  NGVD 29 (??/??/??)  309.49   (m)         1015.4    (f) RESET       3  
 LA1161
 LA1161.Superseded values are not recommended for survey control.
 LA1161
 LA1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1161.See file dsdata.pdf to determine how the superseded data were derived.
 LA1161
 LA1161_MARKER: DB = BENCH MARK DISK
 LA1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1161_STAMPING: T 250 1947 RESET 1961
 LA1161_MARK LOGO: CGS
 LA1161_PROJECTION: FLUSH
 LA1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1161+STABILITY: SURFACE MOTION
 LA1161
 LA1161  HISTORY     - Date     Condition        Report By
 LA1161  HISTORY     - 1961     MONUMENTED       CGS
 LA1161
 LA1161                          STATION DESCRIPTION
 LA1161
 LA1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA1161'3.2 MI N FROM SPRINGPORT.
 LA1161'ABOUT 3-1/4 MILES N ALONG NO. 3 INDIANA HIGHWAY FROM THE SCHOOL AT
 LA1161'SPRINGPORT, ABOUT 1 MILE N OF THE HENRY-DELAWARE COUNTY LINE,
 LA1161'AT A CROSROADS, 101 FEET S OF CENTER LINE OF 16-FOOT ASPHALT
 LA1161'COUNTY ROAD, 62 FEET W OF CENTER LINE OF THE WESTERLY PAIR OF
 LA1161'LANES OF THE DUAL HIGHWAY, 0.9 FOOT LOWER THAN SAME, 24 FEET S
 LA1161'OF AN ANGLE IN THE WOVEN STEEL RIGHT-OF-WAY FENCE, 0.6 FOOT E OF
 LA1161'THE FENCE, AND 1.9 FEET S OF STEEL WITNESS POST, AND FLUSH WITH THE
 LA1161'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1646 ***********************************************************************
 JZ1646  DESIGNATION -  T 251 RESET
 JZ1646  PID         -  JZ1646
 JZ1646  STATE/COUNTY-  IN/HENRY
 JZ1646  COUNTRY     -  US
 JZ1646  USGS QUAD   -  DUNREITH (2019)
 JZ1646
 JZ1646                         *CURRENT SURVEY CONTROL
 JZ1646  ______________________________________________________________________
 JZ1646* NAD 83(1986) POSITION- 39 52 24.     (N) 085 23 20.     (W)   SCALED
 JZ1646* NAVD 88 ORTHO HEIGHT -   327.83  (meters)     1075.6   (feet) RESET
 JZ1646  ______________________________________________________________________
 JZ1646  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JZ1646  VERT ORDER      -  THIRD
 JZ1646
 JZ1646.The horizontal coordinates were scaled from a map and have
 JZ1646.an estimated accuracy of +/- 6 seconds.
 JZ1646
 JZ1646.The orthometric height was computed from unverified reset data.
 JZ1646
 JZ1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1646.GEOID18 height accuracy estimate available here.
 JZ1646
 JZ1646.Click photographs - Photos may exist for this station.
 JZ1646
 JZ1646;                    North         East    Units  Estimated Accuracy
 JZ1646;SPC IN E     -   513,490.      123,760.      MT  (+/- 180 meters Scaled)
 JZ1646
 JZ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK377149(NAD 83)
 JZ1646
 JZ1646                          SUPERSEDED SURVEY CONTROL
 JZ1646
 JZ1646.No superseded survey control is available for this station.
 JZ1646
 JZ1646_MARKER: DB = BENCH MARK DISK
 JZ1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1646_STAMPING: T 251 RESET 1970
 JZ1646_MARK LOGO: CGS
 JZ1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1646+STABILITY: SURFACE MOTION
 JZ1646
 JZ1646  HISTORY     - Date     Condition        Report By
 JZ1646  HISTORY     - 1970     MONUMENTED       NGS
 JZ1646
 JZ1646                          STATION DESCRIPTION
 JZ1646
 JZ1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1646'4.1 MI S FROM NEW CASTLE.
 JZ1646'4.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 JZ1646'STATE HIGHWAY 38 AT NEW CASTLE, 2 FEET SOUTHEAST OF A FENCE,
 JZ1646'22 FEET NORTHEAST OF A POWER POLE, 61 FEET SOUTHEAST OF THE
 JZ1646'SOUTHEAST CORNER OF A BRICK HOUSE, 34 FEET NORTH OF THE
 JZ1646'CENTERLINE OF PAVED ROAD, 64 FEET WEST OF THE CENTERLINE OF THE
 JZ1646'WEST BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF A SQUARE
 JZ1646'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1509 ***********************************************************************
 JZ1509  DESIGNATION -  T 252
 JZ1509  PID         -  JZ1509
 JZ1509  STATE/COUNTY-  IN/HENRY
 JZ1509  COUNTRY     -  US
 JZ1509  USGS QUAD   -  DUNREITH (2019)
 JZ1509
 JZ1509                         *CURRENT SURVEY CONTROL
 JZ1509  ______________________________________________________________________
 JZ1509* NAD 83(1986) POSITION- 39 48 07.95   (N) 085 26 26.61   (W)   HD_HELD1
 JZ1509* NAVD 88 ORTHO HEIGHT -   314.573 (meters)     1032.06  (feet) ADJUSTED
 JZ1509  ______________________________________________________________________
 JZ1509  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JZ1509  DYNAMIC HEIGHT  -        314.393 (meters)     1031.47  (feet) COMP
 JZ1509  MODELED GRAVITY -    980,045.7   (mgal)                       NAVD 88
 JZ1509
 JZ1509  VERT ORDER      -  SECOND    CLASS 0
 JZ1509
 JZ1509.The horizontal coordinates were determined by differentially corrected
 JZ1509.hand held GPS observations or other comparable positioning techniques
 JZ1509.and have an estimated accuracy of +/- 3 meters.
 JZ1509
 JZ1509.The orthometric height was determined by differential leveling and
 JZ1509.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1509.in June 1991.
 JZ1509
 JZ1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1509.GEOID18 height accuracy estimate available here.
 JZ1509
 JZ1509.Click photographs - Photos may exist for this station.
 JZ1509
 JZ1509.The dynamic height is computed by dividing the NAVD 88
 JZ1509.geopotential number by the normal gravity value computed on the
 JZ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1509.degrees latitude (g = 980.6199 gals.).
 JZ1509
 JZ1509.The modeled gravity was interpolated from observed gravity values.
 JZ1509
 JZ1509;                    North         East    Units  Estimated Accuracy
 JZ1509;SPC IN E     -   505,581.4     119,348.9     MT  (+/- 3 meters HH1 GPS) 
 JZ1509
 JZ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3348506967(NAD 83)
 JZ1509
 JZ1509                          SUPERSEDED SURVEY CONTROL
 JZ1509
 JZ1509  NGVD 29 (??/??/92)  314.702  (m)         1032.48   (f) ADJ UNCH    2 0
 JZ1509
 JZ1509.Superseded values are not recommended for survey control.
 JZ1509
 JZ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1509.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1509
 JZ1509_MARKER: DB = BENCH MARK DISK
 JZ1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1509_SP_SET: CULVERT HEADWALL
 JZ1509_STAMPING: T 252 1947
 JZ1509_MARK LOGO: CGS
 JZ1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1509+STABILITY: SURFACE MOTION
 JZ1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1509+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 JZ1509
 JZ1509  HISTORY     - Date     Condition        Report By
 JZ1509  HISTORY     - 1947     MONUMENTED       CGS
 JZ1509  HISTORY     - 20130802 GOOD             USI
 JZ1509  HISTORY     - 20230301 GOOD             INDOT
 JZ1509
 JZ1509                          STATION DESCRIPTION
 JZ1509
 JZ1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1509'0.2 MI W FROM DUNREITH.
 JZ1509'ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1509'AT DUNREITH, ABOUT 0.3 MILE EAST OF STATE HIGHWAY 3 OVERPASS,
 JZ1509'100 YARDS WEST OF THE CITY LIMITS, 60 YARDS NORTHWEST AND ACROSS
 JZ1509'THE TRACKS FROM THE PENNSYLVANIA RAILROAD STATION AT DUNREITH,
 JZ1509'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 6-FOOT
 JZ1509'CONCRETE CULVERT UNDER THE HIGHWAY, 37 FEET NORTH OF THE CENTER
 JZ1509'LINE OF THE WEST-BOUND LANE AND ABOUT 7 FEET BELOW HIGHWAY LEVEL.
 JZ1509
 JZ1509                          STATION RECOVERY (2013)
 JZ1509
 JZ1509'RECOVERY NOTE BY USI CONSULTANTS INC 2013 (CHS)
 JZ1509'RECOVERED IN GOOD CONDITION.
 JZ1509
 JZ1509                          STATION RECOVERY (2023)
 JZ1509
 JZ1509'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1568 ***********************************************************************
 JZ1568  DESIGNATION -  T 253
 JZ1568  PID         -  JZ1568
 JZ1568  STATE/COUNTY-  IN/FAYETTE
 JZ1568  COUNTRY     -  US
 JZ1568  USGS QUAD   -  LEWISVILLE (2019)
 JZ1568
 JZ1568                         *CURRENT SURVEY CONTROL
 JZ1568  ______________________________________________________________________
 JZ1568* NAD 83(1986) POSITION- 39 46 24.     (N) 085 18 06.     (W)   SCALED
 JZ1568* NAVD 88 ORTHO HEIGHT -   321.943 (meters)     1056.24  (feet) ADJUSTED
 JZ1568  ______________________________________________________________________
 JZ1568  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 JZ1568  DYNAMIC HEIGHT  -        321.756 (meters)     1055.63  (feet) COMP
 JZ1568  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 JZ1568
 JZ1568  VERT ORDER      -  SECOND    CLASS 0
 JZ1568
 JZ1568.The horizontal coordinates were scaled from a map and have
 JZ1568.an estimated accuracy of +/- 6 seconds.
 JZ1568
 JZ1568.The orthometric height was determined by differential leveling and
 JZ1568.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1568.in June 1991.
 JZ1568
 JZ1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1568.GEOID18 height accuracy estimate available here.
 JZ1568
 JZ1568.Click photographs - Photos may exist for this station.
 JZ1568
 JZ1568.The dynamic height is computed by dividing the NAVD 88
 JZ1568.geopotential number by the normal gravity value computed on the
 JZ1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1568.degrees latitude (g = 980.6199 gals.).
 JZ1568
 JZ1568.The modeled gravity was interpolated from observed gravity values.
 JZ1568
 JZ1568;                    North         East    Units  Estimated Accuracy
 JZ1568;SPC IN E     -   502,420.      131,270.      MT  (+/- 180 meters Scaled)
 JZ1568
 JZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK454039(NAD 83)
 JZ1568
 JZ1568                          SUPERSEDED SURVEY CONTROL
 JZ1568
 JZ1568  NGVD 29 (??/??/92)  322.074  (m)         1056.67   (f) ADJ UNCH    2 0
 JZ1568
 JZ1568.Superseded values are not recommended for survey control.
 JZ1568
 JZ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1568.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1568
 JZ1568_MARKER: DB = BENCH MARK DISK
 JZ1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1568_STAMPING: T 253 1947
 JZ1568_MARK LOGO: CGS
 JZ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1568+STABILITY: SURFACE MOTION
 JZ1568
 JZ1568  HISTORY     - Date     Condition        Report By
 JZ1568  HISTORY     - 1947     MONUMENTED       CGS
 JZ1568
 JZ1568                          STATION DESCRIPTION
 JZ1568
 JZ1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1568'2.9 MI SW FROM STRAUGHN.
 JZ1568'ABOUT 1.3 MILE SOUTH AND 0.6 MILE WEST ALONG A PAVED ROAD FROM
 JZ1568'THE PENNSYLVANIA RAILROAD STATION AT STRAUGHN, THENCE 1.0 MILE
 JZ1568'SOUTH ALONG THE RUSH-FAYETTE COUNTY LINE ROAD, IN THE NORTHEAST
 JZ1568'QUARTER OF A CROSSROAD, 20 FEET EAST OF THE CENTER LINE OF THE
 JZ1568'NORTH-SOUTH ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE
 JZ1568'EAST-WEST ROAD, 1 FOOT WEST OF A WIRE FENCE, 30 FEET NORTH OF A
 JZ1568'FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1568'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1568'PROJECTING ABOUT 4 INCHES.  NOTE-- ABOUT 5.1 MILE NORTH ALONG
 JZ1568'THE COUNTY LINE ROAD FROM THE CROSSROADS AT FALMOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1664 ***********************************************************************
 JZ1664  DESIGNATION -  T 254
 JZ1664  PID         -  JZ1664
 JZ1664  STATE/COUNTY-  IN/FAYETTE
 JZ1664  COUNTRY     -  US
 JZ1664  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1664
 JZ1664                         *CURRENT SURVEY CONTROL
 JZ1664  ______________________________________________________________________
 JZ1664* NAD 83(1986) POSITION- 39 39 10.9    (N) 085 03 12.5    (W)   HD_HELD2
 JZ1664* NAVD 88 ORTHO HEIGHT -   267.582 (meters)      877.89  (feet) ADJUSTED
 JZ1664  ______________________________________________________________________
 JZ1664  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ1664  DYNAMIC HEIGHT  -        267.423 (meters)      877.37  (feet) COMP
 JZ1664  MODELED GRAVITY -    980,026.9   (mgal)                       NAVD 88
 JZ1664
 JZ1664  VERT ORDER      -  SECOND    CLASS 0
 JZ1664
 JZ1664.The horizontal coordinates were established by autonomous hand held GPS
 JZ1664.observations and have an estimated accuracy of +/- 10 meters.
 JZ1664
 JZ1664.The orthometric height was determined by differential leveling and
 JZ1664.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1664.in June 1991.
 JZ1664
 JZ1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1664.GEOID18 height accuracy estimate available here.
 JZ1664
 JZ1664.Click photographs - Photos may exist for this station.
 JZ1664
 JZ1664.The dynamic height is computed by dividing the NAVD 88
 JZ1664.geopotential number by the normal gravity value computed on the
 JZ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1664.degrees latitude (g = 980.6199 gals.).
 JZ1664
 JZ1664.The modeled gravity was interpolated from observed gravity values.
 JZ1664
 JZ1664;                    North         East    Units  Estimated Accuracy
 JZ1664;SPC IN E     -   489,174.      152,626.      MT  (+/- 10 meters HH2 GPS)
 JZ1664
 JZ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6699891058(NAD 83)
 JZ1664
 JZ1664                          SUPERSEDED SURVEY CONTROL
 JZ1664
 JZ1664  NGVD 29 (??/??/92)  267.727  (m)          878.37   (f) ADJ UNCH    2 0
 JZ1664
 JZ1664.Superseded values are not recommended for survey control.
 JZ1664
 JZ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1664.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1664
 JZ1664_MARKER: DB = BENCH MARK DISK
 JZ1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1664_SP_SET: ABUTMENT
 JZ1664_STAMPING: T 254 1947
 JZ1664_MARK LOGO: CGS
 JZ1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1664+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 JZ1664
 JZ1664  HISTORY     - Date     Condition        Report By
 JZ1664  HISTORY     - 1947     MONUMENTED       CGS
 JZ1664  HISTORY     - 20030508 GOOD             GEOCAC
 JZ1664  HISTORY     - 20110505 GOOD             JCLS
 JZ1664
 JZ1664                          STATION DESCRIPTION
 JZ1664
 JZ1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1664'AT LYONSVILLE.
 JZ1664'AT LYONSVILLE, ABOUT 2 RAILS EAST OF THE CROSSING OF A NORTH-SOUTH
 JZ1664'PAVED ROAD AND THE BALTIMORE AND OHIO RAILROAD, IN THE TOP OF THE
 JZ1664'NORTH END OF THE WEST CONCRETE AND STONE ABUTMENT OF RAILROAD
 JZ1664'BRIDGE NUMBER 26, 5 FEET NORTH OF THE NORTH RAIL AND ABOUT
 JZ1664'ONE-HALF FOOT BELOW TRACK LEVEL.
 JZ1664
 JZ1664                          STATION RECOVERY (2003)
 JZ1664
 JZ1664'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1664'RECOVERED IN GOOD CONDITION.
 JZ1664
 JZ1664                          STATION RECOVERY (2011)
 JZ1664
 JZ1664'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ1664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1221 ***********************************************************************
 JZ1221  DESIGNATION -  T 255
 JZ1221  PID         -  JZ1221
 JZ1221  STATE/COUNTY-  IN/WAYNE
 JZ1221  COUNTRY     -  US
 JZ1221  USGS QUAD   -  RICHMOND (2019)
 JZ1221
 JZ1221                         *CURRENT SURVEY CONTROL
 JZ1221  ______________________________________________________________________
 JZ1221* NAD 83(1986) POSITION- 39 46 29.     (N) 084 54 33.     (W)   SCALED
 JZ1221* NAVD 88 ORTHO HEIGHT -   297.858 (meters)      977.22  (feet) ADJUSTED
 JZ1221  ______________________________________________________________________
 JZ1221  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 JZ1221  DYNAMIC HEIGHT  -        297.685 (meters)      976.65  (feet) COMP
 JZ1221  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 JZ1221
 JZ1221  VERT ORDER      -  SECOND    CLASS 0
 JZ1221
 JZ1221.The horizontal coordinates were scaled from a map and have
 JZ1221.an estimated accuracy of +/- 6 seconds.
 JZ1221
 JZ1221.The orthometric height was determined by differential leveling and
 JZ1221.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1221.in June 1991.
 JZ1221
 JZ1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1221.GEOID18 height accuracy estimate available here.
 JZ1221
 JZ1221.Click photographs - Photos may exist for this station.
 JZ1221
 JZ1221.The dynamic height is computed by dividing the NAVD 88
 JZ1221.geopotential number by the normal gravity value computed on the
 JZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1221.degrees latitude (g = 980.6199 gals.).
 JZ1221
 JZ1221.The modeled gravity was interpolated from observed gravity values.
 JZ1221
 JZ1221;                    North         East    Units  Estimated Accuracy
 JZ1221;SPC IN E     -   502,780.      164,900.      MT  (+/- 180 meters Scaled)
 JZ1221
 JZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK790048(NAD 83)
 JZ1221
 JZ1221                          SUPERSEDED SURVEY CONTROL
 JZ1221
 JZ1221  NGVD 29 (??/??/92)  298.00   (m)          977.7    (f) COMPUTED    2 0
 JZ1221
 JZ1221.Superseded values are not recommended for survey control.
 JZ1221
 JZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1221.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1221
 JZ1221_MARKER: DB = BENCH MARK DISK
 JZ1221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1221_SP_SET: CULVERT HEADWALL
 JZ1221_STAMPING: T 255 1947
 JZ1221_MARK LOGO: CGS
 JZ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1221+STABILITY: SURFACE MOTION
 JZ1221
 JZ1221  HISTORY     - Date     Condition        Report By
 JZ1221  HISTORY     - 1947     MONUMENTED       CGS
 JZ1221
 JZ1221                          STATION DESCRIPTION
 JZ1221
 JZ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1221'4.5 MI S FROM RICHMOND.
 JZ1221'4.5 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1221'RICHMOND, 0.1 MILE SOUTH OF THE JUNCTION WITH A PAVED ROAD
 JZ1221'LEADING WEST, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 JZ1221'HEADWALL OF A 24-INCH PIPE CULVERT, 15 FEET EAST OF THE CENTER
 JZ1221'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET ABOVE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1222 ***********************************************************************
 JZ1222  DESIGNATION -  T 255 RESET
 JZ1222  PID         -  JZ1222
 JZ1222  STATE/COUNTY-  IN/WAYNE
 JZ1222  COUNTRY     -  US
 JZ1222  USGS QUAD   -  RICHMOND (2019)
 JZ1222
 JZ1222                         *CURRENT SURVEY CONTROL
 JZ1222  ______________________________________________________________________
 JZ1222* NAD 83(1986) POSITION- 39 46 29.     (N) 084 54 33.     (W)   SCALED
 JZ1222* NAVD 88 ORTHO HEIGHT -   298.72  (meters)      980.1   (feet) RESET
 JZ1222  ______________________________________________________________________
 JZ1222  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 JZ1222  VERT ORDER      -  THIRD
 JZ1222
 JZ1222.The horizontal coordinates were scaled from a map and have
 JZ1222.an estimated accuracy of +/- 6 seconds.
 JZ1222
 JZ1222.The orthometric height was computed from unverified reset data.
 JZ1222
 JZ1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1222.GEOID18 height accuracy estimate available here.
 JZ1222
 JZ1222.Click photographs - Photos may exist for this station.
 JZ1222
 JZ1222;                    North         East    Units  Estimated Accuracy
 JZ1222;SPC IN E     -   502,780.      164,900.      MT  (+/- 180 meters Scaled)
 JZ1222
 JZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK790048(NAD 83)
 JZ1222
 JZ1222                          SUPERSEDED SURVEY CONTROL
 JZ1222
 JZ1222  NGVD 29 (??/??/??)  298.87   (m)          980.5    (f) RESET       3  
 JZ1222
 JZ1222.Superseded values are not recommended for survey control.
 JZ1222
 JZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1222.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1222
 JZ1222_MARKER: DB = BENCH MARK DISK
 JZ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1222_STAMPING: T 255 RESET 1958
 JZ1222_MARK LOGO: CGS
 JZ1222_PROJECTION: FLUSH
 JZ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1222+STABILITY: SURFACE MOTION
 JZ1222
 JZ1222  HISTORY     - Date     Condition        Report By
 JZ1222  HISTORY     - 1958     MONUMENTED       USGS
 JZ1222
 JZ1222                          STATION DESCRIPTION
 JZ1222
 JZ1222'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JZ1222'4.5 MI S FROM RICHMOND.
 JZ1222'4.5 MILES SOUTH ALONG OLD U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1222'AT RICHMOND, WAYNE COUNTY, ABOUT 0.15 MILE SOUTH OF THE JUNCTION
 JZ1222'OF BEELOR ROAD AND U.S. HIGHWAY 27, 67 FEET WEST OF THE
 JZ1222'CENTERLINE OF OLD U.S. HIGHWAY 27, 23 FEET NORTH OF THE
 JZ1222'CENTERLINE OF A DRIVE WEST TO A LARGE STONE HOUSE, RESIDENCE OF
 JZ1222'R.E. JALEE, 6.5 FEET NORTH OF POWER POLE 546-560 AND ACROSS THE
 JZ1222'ROAD FROM A LARGE STONE HOUSE.  A STANDARD DISK, STAMPED T 255
 JZ1222'RESET 1958, SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1933 ***********************************************************************
 JZ1933  DESIGNATION -  T 257
 JZ1933  PID         -  JZ1933
 JZ1933  STATE/COUNTY-  IN/DECATUR
 JZ1933  COUNTRY     -  US
 JZ1933  USGS QUAD   -  MILROY (2019)
 JZ1933
 JZ1933                         *CURRENT SURVEY CONTROL
 JZ1933  ______________________________________________________________________
 JZ1933* NAD 83(1986) POSITION- 39 25 26.     (N) 085 28 47.     (W)   SCALED
 JZ1933* NAVD 88 ORTHO HEIGHT -   280.829 (meters)      921.35  (feet) ADJUSTED
 JZ1933  ______________________________________________________________________
 JZ1933  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 JZ1933  DYNAMIC HEIGHT  -        280.655 (meters)      920.78  (feet) COMP
 JZ1933  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 JZ1933
 JZ1933  VERT ORDER      -  SECOND    CLASS 0
 JZ1933
 JZ1933.The horizontal coordinates were scaled from a map and have
 JZ1933.an estimated accuracy of +/- 6 seconds.
 JZ1933
 JZ1933.The orthometric height was determined by differential leveling and
 JZ1933.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1933.in June 1991.
 JZ1933
 JZ1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1933.GEOID18 height accuracy estimate available here.
 JZ1933
 JZ1933.Click photographs - Photos may exist for this station.
 JZ1933
 JZ1933.The dynamic height is computed by dividing the NAVD 88
 JZ1933.geopotential number by the normal gravity value computed on the
 JZ1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1933.degrees latitude (g = 980.6199 gals.).
 JZ1933
 JZ1933.The modeled gravity was interpolated from observed gravity values.
 JZ1933
 JZ1933;                    North         East    Units  Estimated Accuracy
 JZ1933;SPC IN E     -   463,570.      116,100.      MT  (+/- 180 meters Scaled)
 JZ1933
 JZ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ308649(NAD 83)
 JZ1933
 JZ1933                          SUPERSEDED SURVEY CONTROL
 JZ1933
 JZ1933  NGVD 29 (??/??/92)  280.958  (m)          921.78   (f) ADJ UNCH    2 0
 JZ1933
 JZ1933.Superseded values are not recommended for survey control.
 JZ1933
 JZ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1933.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1933
 JZ1933_MARKER: DB = BENCH MARK DISK
 JZ1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1933_SP_SET: BRIDGE
 JZ1933_STAMPING: T 257 1947
 JZ1933_MARK LOGO: CGS
 JZ1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1933
 JZ1933  HISTORY     - Date     Condition        Report By
 JZ1933  HISTORY     - 1947     MONUMENTED       CGS
 JZ1933
 JZ1933                          STATION DESCRIPTION
 JZ1933
 JZ1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1933'0.2 MI N FROM SANDUSKY.
 JZ1933'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 JZ1933'SANDUSKY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JZ1933'BRIDGE RAILING OF THE CONCRETE BRIDGE OVER CLIFTY CREEK, 16 FEET
 JZ1933'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF THE
 JZ1933'SOUTH END OF THE RAILING AND ABOUT 4 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1952 ***********************************************************************
 JZ1952  DESIGNATION -  T 258
 JZ1952  PID         -  JZ1952
 JZ1952  STATE/COUNTY-  IN/RUSH
 JZ1952  COUNTRY     -  US
 JZ1952  USGS QUAD   -  MILROY (2019)
 JZ1952
 JZ1952                         *CURRENT SURVEY CONTROL
 JZ1952  ______________________________________________________________________
 JZ1952* NAD 83(1986) POSITION- 39 28 04.     (N) 085 22 33.     (W)   SCALED
 JZ1952* NAVD 88 ORTHO HEIGHT -   313.895 (meters)     1029.84  (feet) ADJUSTED
 JZ1952  ______________________________________________________________________
 JZ1952  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ1952  DYNAMIC HEIGHT  -        313.702 (meters)     1029.20  (feet) COMP
 JZ1952  MODELED GRAVITY -    980,003.1   (mgal)                       NAVD 88
 JZ1952
 JZ1952  VERT ORDER      -  SECOND    CLASS 0
 JZ1952
 JZ1952.The horizontal coordinates were scaled from a map and have
 JZ1952.an estimated accuracy of +/- 6 seconds.
 JZ1952
 JZ1952.The orthometric height was determined by differential leveling and
 JZ1952.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1952.in June 1991.
 JZ1952
 JZ1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1952.GEOID18 height accuracy estimate available here.
 JZ1952
 JZ1952.Click photographs - Photos may exist for this station.
 JZ1952
 JZ1952.The dynamic height is computed by dividing the NAVD 88
 JZ1952.geopotential number by the normal gravity value computed on the
 JZ1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1952.degrees latitude (g = 980.6199 gals.).
 JZ1952
 JZ1952.The modeled gravity was interpolated from observed gravity values.
 JZ1952
 JZ1952;                    North         East    Units  Estimated Accuracy
 JZ1952;SPC IN E     -   468,470.      125,030.      MT  (+/- 180 meters Scaled)
 JZ1952
 JZ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ397699(NAD 83)
 JZ1952
 JZ1952                          SUPERSEDED SURVEY CONTROL
 JZ1952
 JZ1952  NGVD 29 (??/??/92)  314.030  (m)         1030.28   (f) ADJ UNCH    2 0
 JZ1952
 JZ1952.Superseded values are not recommended for survey control.
 JZ1952
 JZ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1952.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1952
 JZ1952_MARKER: DB = BENCH MARK DISK
 JZ1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1952_STAMPING: T 258 1947
 JZ1952_MARK LOGO: CGS
 JZ1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1952+STABILITY: SURFACE MOTION
 JZ1952
 JZ1952  HISTORY     - Date     Condition        Report By
 JZ1952  HISTORY     - 1947     MONUMENTED       CGS
 JZ1952
 JZ1952                          STATION DESCRIPTION
 JZ1952
 JZ1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1952'3.7 MI NW FROM CLARKSBURG.
 JZ1952'ABOUT 2.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ1952'AT CLARKSBURG, THENCE ABOUT 1.3 MILES WEST ALONG A COUNTY ROAD,
 JZ1952'AT THE SOUTHWEST CORNER OF THE MILROY AIRPORT, 116 FEET NORTHEAST
 JZ1952'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A FARM HOUSE,
 JZ1952'32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET EAST OF THE
 JZ1952'FENCE LINE ALONG THE WEST EDGE OF THE FIELD, 3 FEET SOUTH OF A
 JZ1952'BOUNDARY LIGHT ALONG THE SOUTH BOUNDARY OF THE FIELD, 2 FEET
 JZ1952'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1952'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1952'NOTE-- MILROY AIRPORT IS NOW ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1763 ***********************************************************************
 JZ1763  DESIGNATION -  T 259
 JZ1763  PID         -  JZ1763
 JZ1763  STATE/COUNTY-  IN/FAYETTE
 JZ1763  COUNTRY     -  US
 JZ1763  USGS QUAD   -  NEW SALEM (2019)
 JZ1763
 JZ1763                         *CURRENT SURVEY CONTROL
 JZ1763  ______________________________________________________________________
 JZ1763* NAD 83(1986) POSITION- 39 35 00.8    (N) 085 17 56.0    (W)   HD_HELD2
 JZ1763* NAVD 88 ORTHO HEIGHT -   333.837 (meters)     1095.26  (feet) ADJUSTED
 JZ1763  ______________________________________________________________________
 JZ1763  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 JZ1763  DYNAMIC HEIGHT  -        333.635 (meters)     1094.60  (feet) COMP
 JZ1763  MODELED GRAVITY -    980,011.9   (mgal)                       NAVD 88
 JZ1763
 JZ1763  VERT ORDER      -  SECOND    CLASS 0
 JZ1763
 JZ1763.The horizontal coordinates were established by autonomous hand held GPS
 JZ1763.observations and have an estimated accuracy of +/- 10 meters.
 JZ1763
 JZ1763.The orthometric height was determined by differential leveling and
 JZ1763.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1763.in June 1991.
 JZ1763
 JZ1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1763.GEOID18 height accuracy estimate available here.
 JZ1763
 JZ1763.Click photographs - Photos may exist for this station.
 JZ1763
 JZ1763.The dynamic height is computed by dividing the NAVD 88
 JZ1763.geopotential number by the normal gravity value computed on the
 JZ1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1763.degrees latitude (g = 980.6199 gals.).
 JZ1763
 JZ1763.The modeled gravity was interpolated from observed gravity values.
 JZ1763
 JZ1763;                    North         East    Units  Estimated Accuracy
 JZ1763;SPC IN E     -   481,346.      131,595.      MT  (+/- 10 meters HH2 GPS)
 JZ1763
 JZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4608882919(NAD 83)
 JZ1763
 JZ1763                          SUPERSEDED SURVEY CONTROL
 JZ1763
 JZ1763  NGVD 29 (??/??/92)  333.969  (m)         1095.70   (f) ADJ UNCH    2 0
 JZ1763
 JZ1763.Superseded values are not recommended for survey control.
 JZ1763
 JZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1763.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1763
 JZ1763_MARKER: DB = BENCH MARK DISK
 JZ1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1763_STAMPING: T 259 1947
 JZ1763_MARK LOGO: CGS
 JZ1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1763+STABILITY: SURFACE MOTION
 JZ1763
 JZ1763  HISTORY     - Date     Condition        Report By
 JZ1763  HISTORY     - 1947     MONUMENTED       CGS
 JZ1763
 JZ1763                          STATION DESCRIPTION
 JZ1763
 JZ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1763'AT ORANGE.
 JZ1763'AT ORANGE, IN THE SOUTHEAST QUARTER OF THE CROSSROADS, 174 FEET
 JZ1763'SOUTH OF THE CENTER LINE OF THE EAST-WEST BLACK TOP ROAD, 67.5
 JZ1763'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHRISTIAN CHURCH,
 JZ1763'17 FEET EAST OF THE CENTER LINE OF THE FAYETTE-RUSH COUNTY LINE
 JZ1763'ROAD, 16 FEET NORTH OF A POWER POLE AND IN LINE WITH THE ROW OF
 JZ1763'POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1763'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1763'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1869 ***********************************************************************
 LA1869  DESIGNATION -  T 26
 LA1869  PID         -  LA1869
 LA1869  STATE/COUNTY-  IN/GRANT
 LA1869  COUNTRY     -  US
 LA1869  USGS QUAD   -  SWEETSER (2019)
 LA1869
 LA1869                         *CURRENT SURVEY CONTROL
 LA1869  ______________________________________________________________________
 LA1869* NAD 83(1986) POSITION- 40 31 00.98   (N) 085 46 03.24   (W)   HD_HELD1
 LA1869* NAVD 88 ORTHO HEIGHT -   260.613 (meters)      855.03  (feet) ADJUSTED
 LA1869  ______________________________________________________________________
 LA1869  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 LA1869  DYNAMIC HEIGHT  -        260.479 (meters)      854.59  (feet) COMP
 LA1869  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 LA1869
 LA1869  VERT ORDER      -  SECOND    CLASS 0
 LA1869
 LA1869.The horizontal coordinates were determined by differentially corrected
 LA1869.hand held GPS observations or other comparable positioning techniques
 LA1869.and have an estimated accuracy of +/- 3 meters.
 LA1869
 LA1869.The orthometric height was determined by differential leveling and
 LA1869.adjusted by the NATIONAL GEODETIC SURVEY
 LA1869.in June 1991.
 LA1869
 LA1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1869.GEOID18 height accuracy estimate available here.
 LA1869
 LA1869.Click photographs - Photos may exist for this station.
 LA1869
 LA1869.The dynamic height is computed by dividing the NAVD 88
 LA1869.geopotential number by the normal gravity value computed on the
 LA1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1869.degrees latitude (g = 980.6199 gals.).
 LA1869
 LA1869.The modeled gravity was interpolated from observed gravity values.
 LA1869
 LA1869;                    North         East    Units  Estimated Accuracy
 LA1869;SPC IN E     -   584,921.3      91,449.4     MT  (+/- 3 meters HH1 GPS) 
 LA1869
 LA1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0440385864(NAD 83)
 LA1869
 LA1869                          SUPERSEDED SURVEY CONTROL
 LA1869
 LA1869  NGVD 29 (??/??/92)  260.739  (m)          855.44   (f) ADJ UNCH    2 0
 LA1869
 LA1869.Superseded values are not recommended for survey control.
 LA1869
 LA1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1869.See file dsdata.pdf to determine how the superseded data were derived.
 LA1869
 LA1869_MARKER: DB = BENCH MARK DISK
 LA1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1869_STAMPING: T 26 1934
 LA1869_MARK LOGO: CGS
 LA1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1869+STABILITY: SURFACE MOTION
 LA1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1869+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 LA1869
 LA1869  HISTORY     - Date     Condition        Report By
 LA1869  HISTORY     - 1934     MONUMENTED       CGS
 LA1869  HISTORY     - 1946     GOOD             CGS
 LA1869  HISTORY     - 20100401 GOOD             INDIV
 LA1869
 LA1869                          STATION DESCRIPTION
 LA1869
 LA1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1869'3.2 MI E FROM SWAYZEE.
 LA1869'3.2 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA1869'FROM THE STATION AT SWAYZEE.  2.0 MILES WEST OF ROSEBURG.  1.1
 LA1869'MILE EAST OF HERBST, 1 POLE WEST OF MILE POST T 161, SET AT A
 LA1869'BLACK TOP ROAD CROSSING, 9.0 FEET SOUTHWEST OF POWER POLE GR
 LA1869'47/114, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 LA1869'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2.4 FEET BELOW THE
 LA1869'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 LA1869
 LA1869                          STATION RECOVERY (2010)
 LA1869
 LA1869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MRH)
 LA1869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2287 ***********************************************************************
 JZ2287  DESIGNATION -  T 260
 JZ2287  PID         -  JZ2287
 JZ2287  STATE/COUNTY-  IN/DECATUR
 JZ2287  COUNTRY     -  US
 JZ2287  USGS QUAD   -  FOREST HILL (2019)
 JZ2287
 JZ2287                         *CURRENT SURVEY CONTROL
 JZ2287  ______________________________________________________________________
 JZ2287* NAD 83(1986) POSITION- 39 20 07.6    (N) 085 35 02.2    (W)   HD_HELD2
 JZ2287* NAVD 88 ORTHO HEIGHT -   266.549 (meters)      874.50  (feet) ADJUSTED
 JZ2287  ______________________________________________________________________
 JZ2287  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ2287  DYNAMIC HEIGHT  -        266.384 (meters)      873.96  (feet) COMP
 JZ2287  MODELED GRAVITY -    980,000.3   (mgal)                       NAVD 88
 JZ2287
 JZ2287  VERT ORDER      -  SECOND    CLASS 0
 JZ2287
 JZ2287.The horizontal coordinates were established by autonomous hand held GPS
 JZ2287.observations and have an estimated accuracy of +/- 10 meters.
 JZ2287
 JZ2287.The orthometric height was determined by differential leveling and
 JZ2287.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2287.in June 1991.
 JZ2287
 JZ2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2287.GEOID18 height accuracy estimate available here.
 JZ2287
 JZ2287.Click photographs - Photos may exist for this station.
 JZ2287
 JZ2287.The dynamic height is computed by dividing the NAVD 88
 JZ2287.geopotential number by the normal gravity value computed on the
 JZ2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2287.degrees latitude (g = 980.6199 gals.).
 JZ2287
 JZ2287.The modeled gravity was interpolated from observed gravity values.
 JZ2287
 JZ2287;                    North         East    Units  Estimated Accuracy
 JZ2287;SPC IN E     -   453,739.      107,132.      MT  (+/- 10 meters HH2 GPS)
 JZ2287
 JZ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2204054958(NAD 83)
 JZ2287
 JZ2287                          SUPERSEDED SURVEY CONTROL
 JZ2287
 JZ2287  NGVD 29 (??/??/92)  266.669  (m)          874.90   (f) ADJ UNCH    2 0
 JZ2287
 JZ2287.Superseded values are not recommended for survey control.
 JZ2287
 JZ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2287.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2287
 JZ2287_MARKER: DB = BENCH MARK DISK
 JZ2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2287_STAMPING: T 260 1947
 JZ2287_MARK LOGO: CGS
 JZ2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2287+STABILITY: SURFACE MOTION
 JZ2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2287+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2013
 JZ2287
 JZ2287  HISTORY     - Date     Condition        Report By
 JZ2287  HISTORY     - 1947     MONUMENTED       CGS
 JZ2287  HISTORY     - 20131124 GOOD             GEOCAC
 JZ2287
 JZ2287                          STATION DESCRIPTION
 JZ2287
 JZ2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2287'5.4 MI S FROM ADAMS.
 JZ2287'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2287'FROM THE STATION AT ADAMS, THENCE ABOUT 0.7 MILE SOUTH ALONG
 JZ2287'A GRAVEL ROAD, 0.25 MILE WEST ALONG A BLACK TOP ROAD, 2.05 MILES
 JZ2287'SOUTH ALONG A GRAVEL ROAD, 1.5 MILE WEST ALONG A BLACK TOP ROAD,
 JZ2287'AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 20 FEET NORTH OF THE
 JZ2287'CENTER LINE OF THE EAST-WEST ROAD, 7 FEET EAST OF THE PROLONGED
 JZ2287'CENTER LINE OF THE ROAD SOUTH AND A FENCE CORNER POST IN THE
 JZ2287'NORTH R/W FENCE LINE, 6.5 FEET EAST OF POWER POLE NO. 79, 2
 JZ2287'FEET SOUTH OF THE FENCE LINE, 2.5 FEET EAST OF A WHITE WOODEN
 JZ2287'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 JZ2287'OF A CONCRETE POST PROJECTING 6 INCHES.  MARK IS ABOUT 0.5 MILE
 JZ2287'NORTH AND ABOUT 0.8 MILE WEST ALONG COUNTY ROADS FROM THE
 JZ2287'VILLAGE OF EWINGTON.  MARK MAY BE REACHED FROM THE POST OFFICE
 JZ2287'AT BURNEY BY GOING ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP
 JZ2287'ROAD THENCE ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD, THENCE
 JZ2287'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 46, THENCE ABOUT 2.0
 JZ2287'MILES NORTH ALONG A GRAVEL ROAD.
 JZ2287
 JZ2287                          STATION RECOVERY (2013)
 JZ2287
 JZ2287'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2287'BENCHMARK WAS FOUND BURIED UNDER GRASS AND DIRT BUT FOUND IN GOOD
 JZ2287'SHAPE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1995 ***********************************************************************
 JZ1995  DESIGNATION -  T 261
 JZ1995  PID         -  JZ1995
 JZ1995  STATE/COUNTY-  IN/FRANKLIN
 JZ1995  COUNTRY     -  US
 JZ1995  USGS QUAD   -  BATESVILLE (2019)
 JZ1995
 JZ1995                         *CURRENT SURVEY CONTROL
 JZ1995  ______________________________________________________________________
 JZ1995* NAD 83(1986) POSITION- 39 21 50.     (N) 085 10 50.     (W)   SCALED
 JZ1995* NAVD 88 ORTHO HEIGHT -   297.846 (meters)      977.18  (feet) ADJUSTED
 JZ1995  ______________________________________________________________________
 JZ1995  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ1995  DYNAMIC HEIGHT  -        297.662 (meters)      976.58  (feet) COMP
 JZ1995  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 JZ1995
 JZ1995  VERT ORDER      -  SECOND    CLASS 0
 JZ1995
 JZ1995.The horizontal coordinates were scaled from a map and have
 JZ1995.an estimated accuracy of +/- 6 seconds.
 JZ1995
 JZ1995.The orthometric height was determined by differential leveling and
 JZ1995.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1995.in June 1991.
 JZ1995
 JZ1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1995.GEOID18 height accuracy estimate available here.
 JZ1995
 JZ1995.Click photographs - Photos may exist for this station.
 JZ1995
 JZ1995.The dynamic height is computed by dividing the NAVD 88
 JZ1995.geopotential number by the normal gravity value computed on the
 JZ1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1995.degrees latitude (g = 980.6199 gals.).
 JZ1995
 JZ1995.The modeled gravity was interpolated from observed gravity values.
 JZ1995
 JZ1995;                    North         East    Units  Estimated Accuracy
 JZ1995;SPC IN E     -   457,010.      141,890.      MT  (+/- 180 meters Scaled)
 JZ1995
 JZ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ567587(NAD 83)
 JZ1995
 JZ1995                          SUPERSEDED SURVEY CONTROL
 JZ1995
 JZ1995  NGVD 29 (??/??/92)  297.998  (m)          977.68   (f) ADJ UNCH    2 0
 JZ1995
 JZ1995.Superseded values are not recommended for survey control.
 JZ1995
 JZ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1995.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1995
 JZ1995_MARKER: DB = BENCH MARK DISK
 JZ1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1995_STAMPING: T 261 1947
 JZ1995_MARK LOGO: CGS
 JZ1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1995+STABILITY: SURFACE MOTION
 JZ1995
 JZ1995  HISTORY     - Date     Condition        Report By
 JZ1995  HISTORY     - 1947     MONUMENTED       CGS
 JZ1995  HISTORY     - 19920329 GOOD             LOCENG
 JZ1995
 JZ1995                          STATION DESCRIPTION
 JZ1995
 JZ1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1995'2.6 MI N FROM OLDENBURG.
 JZ1995'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE HOLY
 JZ1995'FAMILY SCHOOL AT OLDENBURG, ABOUT 2.65 MILES SOUTH OF THE
 JZ1995'LUTHERAN CHURCH AT PEPPERTOWN, AT THE SOUTH END OF AN S CURVE
 JZ1995'AND AT THE JUNCTION OF A GRAVEL ROAD EAST, 14 FEET NORTHEAST
 JZ1995'OF A 4-FOOT TWIN-TRUNKED OAK TREE, 31 FEET NORTHWEST OF THE
 JZ1995'CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF AN R.E.A. POWER
 JZ1995'POLE, 5 FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST,
 JZ1995'12 FEET NORTHEAST OF A FENCE CORNER POST, 1 FOOT SOUTHEAST OF
 JZ1995'THE FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JZ1995'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1995'POST PROJECTING 4 INCHES.
 JZ1995
 JZ1995                          STATION RECOVERY (1992)
 JZ1995
 JZ1995'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ1995'RECOVERED IN GOOD CONDITION.  NOTE--PLACED CARSONITE MARKER ALONGSIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1805 ***********************************************************************
 JZ1805  DESIGNATION -  T 262
 JZ1805  PID         -  JZ1805
 JZ1805  STATE/COUNTY-  IN/FRANKLIN
 JZ1805  COUNTRY     -  US
 JZ1805  USGS QUAD   -  ALPINE (2019)
 JZ1805
 JZ1805                         *CURRENT SURVEY CONTROL
 JZ1805  ______________________________________________________________________
 JZ1805* NAD 83(1986) POSITION- 39 30 02.     (N) 085 10 19.     (W)   SCALED
 JZ1805* NAVD 88 ORTHO HEIGHT -   221.000 (meters)      725.06  (feet) ADJUSTED
 JZ1805  ______________________________________________________________________
 JZ1805  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ1805  DYNAMIC HEIGHT  -        220.864 (meters)      724.62  (feet) COMP
 JZ1805  MODELED GRAVITY -    980,009.1   (mgal)                       NAVD 88
 JZ1805
 JZ1805  VERT ORDER      -  SECOND    CLASS 0
 JZ1805
 JZ1805.The horizontal coordinates were scaled from a map and have
 JZ1805.an estimated accuracy of +/- 6 seconds.
 JZ1805
 JZ1805.The orthometric height was determined by differential leveling and
 JZ1805.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1805.in June 1991.
 JZ1805
 JZ1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1805.GEOID18 height accuracy estimate available here.
 JZ1805
 JZ1805.Click photographs - Photos may exist for this station.
 JZ1805
 JZ1805.The dynamic height is computed by dividing the NAVD 88
 JZ1805.geopotential number by the normal gravity value computed on the
 JZ1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1805.degrees latitude (g = 980.6199 gals.).
 JZ1805
 JZ1805.The modeled gravity was interpolated from observed gravity values.
 JZ1805
 JZ1805;                    North         East    Units  Estimated Accuracy
 JZ1805;SPC IN E     -   472,180.      142,550.      MT  (+/- 180 meters Scaled)
 JZ1805
 JZ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ571739(NAD 83)
 JZ1805
 JZ1805                          SUPERSEDED SURVEY CONTROL
 JZ1805
 JZ1805  NGVD 29 (??/??/92)  221.146  (m)          725.54   (f) ADJ UNCH    2 0
 JZ1805
 JZ1805.Superseded values are not recommended for survey control.
 JZ1805
 JZ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1805.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1805
 JZ1805_MARKER: DB = BENCH MARK DISK
 JZ1805_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1805_SP_SET: BOX CULVERT WINGWALL
 JZ1805_STAMPING: T 262 1947
 JZ1805_MARK LOGO: CGS
 JZ1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1805+STABILITY: SURFACE MOTION
 JZ1805
 JZ1805  HISTORY     - Date     Condition        Report By
 JZ1805  HISTORY     - 1947     MONUMENTED       CGS
 JZ1805
 JZ1805                          STATION DESCRIPTION
 JZ1805
 JZ1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1805'1.1 MI E FROM LAUREL.
 JZ1805'ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN
 JZ1805'CROSSROADS AT LAUREL, ABOUT 0.2 MILE NORTH OF A CURVE IN THE
 JZ1805'ROAD WITH TANGENTS WEST AND NORTH AND THE JUNCTION OF A GRAVEL
 JZ1805'ROAD LEADING EAST, ABOUT 0.15 MILE SOUTH OF A CURVE IN THE ROAD
 JZ1805'WITH TANGENTS EAST AND SOUTH, AND THE JUNCTION OF A GRAVEL ROAD
 JZ1805'LEADING NORTH, SET IN THE TOP OF THE NORTHEAST WING WALL OF A
 JZ1805'9-FOOT CONCRETE BOX CULVERT, 13.5 FEET EAST OF AND ABOUT 1 FOOT
 JZ1805'BELOW THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2019 ***********************************************************************
 JZ2019  DESIGNATION -  T 263
 JZ2019  PID         -  JZ2019
 JZ2019  STATE/COUNTY-  IN/DEARBORN
 JZ2019  COUNTRY     -  US
 JZ2019  USGS QUAD   -  SUNMAN (2019)
 JZ2019
 JZ2019                         *CURRENT SURVEY CONTROL
 JZ2019  ______________________________________________________________________
 JZ2019* NAD 83(1986) POSITION- 39 14 37.     (N) 085 02 22.     (W)   SCALED
 JZ2019* NAVD 88 ORTHO HEIGHT -   294.902 (meters)      967.52  (feet) ADJUSTED
 JZ2019  ______________________________________________________________________
 JZ2019  GEOID HEIGHT    -        -34.034 (meters)                     GEOID18
 JZ2019  DYNAMIC HEIGHT  -        294.717 (meters)      966.92  (feet) COMP
 JZ2019  MODELED GRAVITY -    979,990.7   (mgal)                       NAVD 88
 JZ2019
 JZ2019  VERT ORDER      -  SECOND    CLASS 0
 JZ2019
 JZ2019.The horizontal coordinates were scaled from a map and have
 JZ2019.an estimated accuracy of +/- 6 seconds.
 JZ2019
 JZ2019.The orthometric height was determined by differential leveling and
 JZ2019.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2019.in June 1991.
 JZ2019
 JZ2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2019.GEOID18 height accuracy estimate available here.
 JZ2019
 JZ2019.Click photographs - Photos may exist for this station.
 JZ2019
 JZ2019.The dynamic height is computed by dividing the NAVD 88
 JZ2019.geopotential number by the normal gravity value computed on the
 JZ2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2019.degrees latitude (g = 980.6199 gals.).
 JZ2019
 JZ2019.The modeled gravity was interpolated from observed gravity values.
 JZ2019
 JZ2019;                    North         East    Units  Estimated Accuracy
 JZ2019;SPC IN E     -   443,730.      154,150.      MT  (+/- 180 meters Scaled)
 JZ2019
 JZ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691456(NAD 83)
 JZ2019
 JZ2019                          SUPERSEDED SURVEY CONTROL
 JZ2019
 JZ2019  NGVD 29 (??/??/92)  295.078  (m)          968.10   (f) ADJ UNCH    2 0
 JZ2019
 JZ2019.Superseded values are not recommended for survey control.
 JZ2019
 JZ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2019.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2019
 JZ2019_MARKER: DB = BENCH MARK DISK
 JZ2019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2019_SP_SET: CULVERT HEADWALL
 JZ2019_STAMPING: T 263 1947
 JZ2019_MARK LOGO: CGS
 JZ2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2019+STABILITY: SURFACE MOTION
 JZ2019
 JZ2019  HISTORY     - Date     Condition        Report By
 JZ2019  HISTORY     - 1947     MONUMENTED       CGS
 JZ2019
 JZ2019                          STATION DESCRIPTION
 JZ2019
 JZ2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2019'2 MI N FROM WEISBURG.
 JZ2019'ABOUT 2.0 MILES NORTH ALONG A BLACK TOP ROAD FROM THE NEW YORK
 JZ2019'CENTRAL RAILROAD STATION AT WEISBURG, ABOUT 0.65 MILE NORTH
 JZ2019'OF A BLACK TOP CROSSROAD (HUBBELS CORNER), ABOUT 0.35 MILE
 JZ2019'SOUTH OF A GRAVEL ROAD LEADING EAST, ABOUT 75 YARDS NORTH OF THE
 JZ2019'DRIVE TO A 2-STORY WHITE FARM HOUSE ON THE WEST SIDE OF THE ROAD, SET
 JZ2019'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 JZ2019'DOUBLE 4-FOOT CONCRETE PIPE CULVERT, 11.5 FEET EAST OF AND ABOUT
 JZ2019'LEVEL WITH THE CENTER LINE OF THE ROAD.  NOTE-- MARK IS ABOUT
 JZ2019'2.35 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2019'AT LAWRENCEVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2022 ***********************************************************************
 JZ2022  DESIGNATION -  T 264
 JZ2022  PID         -  JZ2022
 JZ2022  STATE/COUNTY-  IN/DEARBORN
 JZ2022  COUNTRY     -  US
 JZ2022  USGS QUAD   -  SPADES (2019)
 JZ2022
 JZ2022                         *CURRENT SURVEY CONTROL
 JZ2022  ______________________________________________________________________
 JZ2022* NAD 83(1986) POSITION- 39 17 33.     (N) 085 02 21.     (W)   SCALED
 JZ2022* NAVD 88 ORTHO HEIGHT -   299.971 (meters)      984.15  (feet) ADJUSTED
 JZ2022  ______________________________________________________________________
 JZ2022  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2022  DYNAMIC HEIGHT  -        299.783 (meters)      983.54  (feet) COMP
 JZ2022  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 JZ2022
 JZ2022  VERT ORDER      -  SECOND    CLASS 0
 JZ2022
 JZ2022.The horizontal coordinates were scaled from a map and have
 JZ2022.an estimated accuracy of +/- 6 seconds.
 JZ2022
 JZ2022.The orthometric height was determined by differential leveling and
 JZ2022.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2022.in June 1991.
 JZ2022
 JZ2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2022.GEOID18 height accuracy estimate available here.
 JZ2022
 JZ2022.Click photographs - Photos may exist for this station.
 JZ2022
 JZ2022.The dynamic height is computed by dividing the NAVD 88
 JZ2022.geopotential number by the normal gravity value computed on the
 JZ2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2022.degrees latitude (g = 980.6199 gals.).
 JZ2022
 JZ2022.The modeled gravity was interpolated from observed gravity values.
 JZ2022
 JZ2022;                    North         East    Units  Estimated Accuracy
 JZ2022;SPC IN E     -   449,160.      154,130.      MT  (+/- 180 meters Scaled)
 JZ2022
 JZ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ690510(NAD 83)
 JZ2022
 JZ2022                          SUPERSEDED SURVEY CONTROL
 JZ2022
 JZ2022  NGVD 29 (??/??/92)  300.152  (m)          984.75   (f) ADJ UNCH    2 0
 JZ2022
 JZ2022.Superseded values are not recommended for survey control.
 JZ2022
 JZ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2022.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2022
 JZ2022_MARKER: DB = BENCH MARK DISK
 JZ2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2022_STAMPING: T 264 1947
 JZ2022_MARK LOGO: CGS
 JZ2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2022+STABILITY: SURFACE MOTION
 JZ2022
 JZ2022  HISTORY     - Date     Condition        Report By
 JZ2022  HISTORY     - 1947     MONUMENTED       CGS
 JZ2022
 JZ2022                          STATION DESCRIPTION
 JZ2022
 JZ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2022'1 MI N FROM LAWRENCEVILLE.
 JZ2022'ABOUT 1.0 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2022'AT LAWRENCEVILLE, ABOUT 1.0 MILE SOUTH OF THE FRANKLIN-DEARBORN
 JZ2022'COUNTY LINE, AT THE JUNCTION OF A SIDE ROAD EAST, 29 FEET EAST
 JZ2022'OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE CENTER
 JZ2022'LINE OF THE SIDE ROAD, 11 FEET EAST OF A FENCE CORNER, 12 FEET
 JZ2022'EAST OF THE EAST END OF THE NORTH HEAD WALL OF A 12-INCH PIPE
 JZ2022'CULVERT UNDER THE ROAD EAST, 1 FOOT SOUTH OF THE FENCE LINE, 3
 JZ2022'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2022'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ2022'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0942 ***********************************************************************
 JZ0942  DESIGNATION -  T 265
 JZ0942  PID         -  JZ0942
 JZ0942  STATE/COUNTY-  IN/FRANKLIN
 JZ0942  COUNTRY     -  US
 JZ0942  USGS QUAD   -  REILY (2016)
 JZ0942
 JZ0942                         *CURRENT SURVEY CONTROL
 JZ0942  ______________________________________________________________________
 JZ0942* NAD 83(1986) POSITION- 39 24 27.38   (N) 084 52 28.95   (W)   HD_HELD1
 JZ0942* NAVD 88 ORTHO HEIGHT -   311.678 (meters)     1022.56  (feet) ADJUSTED
 JZ0942  ______________________________________________________________________
 JZ0942  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 JZ0942  DYNAMIC HEIGHT  -        311.494 (meters)     1021.96  (feet) COMP
 JZ0942  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 JZ0942
 JZ0942  VERT ORDER      -  SECOND    CLASS 0
 JZ0942
 JZ0942.The horizontal coordinates were determined by differentially corrected
 JZ0942.hand held GPS observations or other comparable positioning techniques
 JZ0942.and have an estimated accuracy of +/- 3 meters.
 JZ0942
 JZ0942.The orthometric height was determined by differential leveling and
 JZ0942.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0942.in June 1991.
 JZ0942
 JZ0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0942.GEOID18 height accuracy estimate available here.
 JZ0942
 JZ0942.Click photographs - Photos may exist for this station.
 JZ0942
 JZ0942.The dynamic height is computed by dividing the NAVD 88
 JZ0942.geopotential number by the normal gravity value computed on the
 JZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0942.degrees latitude (g = 980.6199 gals.).
 JZ0942
 JZ0942.The modeled gravity was interpolated from observed gravity values.
 JZ0942
 JZ0942;                    North         East    Units  Estimated Accuracy
 JZ0942;SPC IN E     -   462,046.2     168,207.3     MT  (+/- 3 meters HH1 GPS) 
 JZ0942
 JZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8298064165(NAD 83)
 JZ0942
 JZ0942                          SUPERSEDED SURVEY CONTROL
 JZ0942
 JZ0942  NGVD 29 (??/??/92)  311.855  (m)         1023.14   (f) ADJ UNCH    2 0
 JZ0942
 JZ0942.Superseded values are not recommended for survey control.
 JZ0942
 JZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0942.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0942
 JZ0942_MARKER: DB = BENCH MARK DISK
 JZ0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0942_SP_SET: BUILDING
 JZ0942_STAMPING: T 265 1947
 JZ0942_MARK LOGO: CGS
 JZ0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0942
 JZ0942  HISTORY     - Date     Condition        Report By
 JZ0942  HISTORY     - 1947     MONUMENTED       CGS
 JZ0942
 JZ0942                          STATION DESCRIPTION
 JZ0942
 JZ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0942'AT MT CARMEL.
 JZ0942'AT MT. CARMEL, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 JZ0942'CORNER OF THE PRESBYTERIAN CHURCH, 1 FOOT EAST OF THE NORTHWEST
 JZ0942'CORNER AND 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2277 ***********************************************************************
 JZ2277  DESIGNATION -  T 266
 JZ2277  PID         -  JZ2277
 JZ2277  STATE/COUNTY-  IN/DECATUR
 JZ2277  COUNTRY     -  US
 JZ2277  USGS QUAD   -  HARTSVILLE (2019)
 JZ2277
 JZ2277                         *CURRENT SURVEY CONTROL
 JZ2277  ______________________________________________________________________
 JZ2277* NAD 83(1986) POSITION- 39 20 32.     (N) 085 37 50.     (W)   SCALED
 JZ2277* NAVD 88 ORTHO HEIGHT -   254.488 (meters)      834.93  (feet) ADJUSTED
 JZ2277  ______________________________________________________________________
 JZ2277  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 JZ2277  DYNAMIC HEIGHT  -        254.331 (meters)      834.42  (feet) COMP
 JZ2277  MODELED GRAVITY -    980,004.3   (mgal)                       NAVD 88
 JZ2277
 JZ2277  VERT ORDER      -  SECOND    CLASS 0
 JZ2277
 JZ2277.The horizontal coordinates were scaled from a map and have
 JZ2277.an estimated accuracy of +/- 6 seconds.
 JZ2277
 JZ2277.The orthometric height was determined by differential leveling and
 JZ2277.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2277.in June 1991.
 JZ2277
 JZ2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2277.GEOID18 height accuracy estimate available here.
 JZ2277
 JZ2277.Click photographs - Photos may exist for this station.
 JZ2277
 JZ2277.The dynamic height is computed by dividing the NAVD 88
 JZ2277.geopotential number by the normal gravity value computed on the
 JZ2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2277.degrees latitude (g = 980.6199 gals.).
 JZ2277
 JZ2277.The modeled gravity was interpolated from observed gravity values.
 JZ2277
 JZ2277;                    North         East    Units  Estimated Accuracy
 JZ2277;SPC IN E     -   454,490.      103,110.      MT  (+/- 180 meters Scaled)
 JZ2277
 JZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ180556(NAD 83)
 JZ2277
 JZ2277                          SUPERSEDED SURVEY CONTROL
 JZ2277
 JZ2277  NGVD 29 (??/??/92)  254.606  (m)          835.32   (f) ADJ UNCH    2 0
 JZ2277
 JZ2277.Superseded values are not recommended for survey control.
 JZ2277
 JZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2277.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2277
 JZ2277_MARKER: DB = BENCH MARK DISK
 JZ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2277_STAMPING: T 266 1947
 JZ2277_MARK LOGO: CGS
 JZ2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2277+STABILITY: SURFACE MOTION
 JZ2277
 JZ2277  HISTORY     - Date     Condition        Report By
 JZ2277  HISTORY     - 1947     MONUMENTED       CGS
 JZ2277
 JZ2277                          STATION DESCRIPTION
 JZ2277
 JZ2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2277'0.8 MI SW FROM CLIFTY.
 JZ2277'ABOUT 0.8 MILE SOUTHWEST ALONG THE CLIFTY-BURNEY ROAD FROM THE
 JZ2277'POST OFFICE AT CLIFTY, IN THE NORTHEAST ANGLE OF THE T JUNCTION
 JZ2277'WITH AN EAST-WEST ROAD, 20 FEET EAST OF THE CENTER LINE OF THE
 JZ2277'ROAD LEADING NORTH, 53 FEET NORTH OF THE CENTER LINE OF THE
 JZ2277'EAST-WEST ROAD, 3.5 FEET SOUTH OF A TELEPHONE POLE, 5.0 FEET
 JZ2277'NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE LINE, 2 FEET
 JZ2277'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2277'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2267 ***********************************************************************
 JZ2267  DESIGNATION -  T 267
 JZ2267  PID         -  JZ2267
 JZ2267  STATE/COUNTY-  IN/SHELBY
 JZ2267  COUNTRY     -  US
 JZ2267  USGS QUAD   -  WALDRON (2019)
 JZ2267
 JZ2267                         *CURRENT SURVEY CONTROL
 JZ2267  ______________________________________________________________________
 JZ2267* NAD 83(1986) POSITION- 39 22 42.7    (N) 085 39 48.5    (W)   HD_HELD2
 JZ2267* NAVD 88 ORTHO HEIGHT -   255.192 (meters)      837.24  (feet) ADJUSTED
 JZ2267  ______________________________________________________________________
 JZ2267  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ2267  DYNAMIC HEIGHT  -        255.036 (meters)      836.73  (feet) COMP
 JZ2267  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 JZ2267
 JZ2267  VERT ORDER      -  SECOND    CLASS 0
 JZ2267
 JZ2267.The horizontal coordinates were established by autonomous hand held GPS
 JZ2267.observations and have an estimated accuracy of +/- 10 meters.
 JZ2267
 JZ2267.The orthometric height was determined by differential leveling and
 JZ2267.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2267.in June 1991.
 JZ2267
 JZ2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2267.GEOID18 height accuracy estimate available here.
 JZ2267
 JZ2267.Click photographs - Photos may exist for this station.
 JZ2267
 JZ2267.The dynamic height is computed by dividing the NAVD 88
 JZ2267.geopotential number by the normal gravity value computed on the
 JZ2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2267.degrees latitude (g = 980.6199 gals.).
 JZ2267
 JZ2267.The modeled gravity was interpolated from observed gravity values.
 JZ2267
 JZ2267;                    North         East    Units  Estimated Accuracy
 JZ2267;SPC IN E     -   458,519.      100,275.      MT  (+/- 10 meters HH2 GPS)
 JZ2267
 JZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1511559635(NAD 83)
 JZ2267
 JZ2267                          SUPERSEDED SURVEY CONTROL
 JZ2267
 JZ2267  NGVD 29 (??/??/92)  255.308  (m)          837.62   (f) ADJ UNCH    2 0
 JZ2267
 JZ2267.Superseded values are not recommended for survey control.
 JZ2267
 JZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2267.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2267
 JZ2267_MARKER: DB = BENCH MARK DISK
 JZ2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2267_STAMPING: T 267 1947
 JZ2267_MARK LOGO: CGS
 JZ2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2267+STABILITY: SURFACE MOTION
 JZ2267
 JZ2267  HISTORY     - Date     Condition        Report By
 JZ2267  HISTORY     - 1947     MONUMENTED       CGS
 JZ2267
 JZ2267                          STATION DESCRIPTION
 JZ2267
 JZ2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2267'3.3 MI SE FROM GENEVA.
 JZ2267'ABOUT 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 JZ2267'CHURCH AT GENEVA, IN THE SOUTHEAST ANGLE OF THE JUNCTION WITH
 JZ2267'A SIDE ROAD LEADING SOUTH, 23 FEET SOUTH OF THE CENTER LINE OF
 JZ2267'THE EAST-WEST ROAD, 16.5 FEET EAST OF THE CENTER LINE OF THE SIDE
 JZ2267'ROAD, 7 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 JZ2267'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2267'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2267'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2177 ***********************************************************************
 JZ2177  DESIGNATION -  T 268
 JZ2177  PID         -  JZ2177
 JZ2177  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2177  COUNTRY     -  US
 JZ2177  USGS QUAD   -  HOPE (2019)
 JZ2177
 JZ2177                         *CURRENT SURVEY CONTROL
 JZ2177  ______________________________________________________________________
 JZ2177* NAD 83(1986) POSITION- 39 16 33.     (N) 085 46 15.     (W)   SCALED
 JZ2177* NAVD 88 ORTHO HEIGHT -   221.246 (meters)      725.87  (feet) ADJUSTED
 JZ2177  ______________________________________________________________________
 JZ2177  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2177  DYNAMIC HEIGHT  -        221.110 (meters)      725.43  (feet) COMP
 JZ2177  MODELED GRAVITY -    980,007.7   (mgal)                       NAVD 88
 JZ2177
 JZ2177  VERT ORDER      -  SECOND    CLASS 0
 JZ2177
 JZ2177.The horizontal coordinates were scaled from a map and have
 JZ2177.an estimated accuracy of +/- 6 seconds.
 JZ2177
 JZ2177.The orthometric height was determined by differential leveling and
 JZ2177.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2177.in June 1991.
 JZ2177
 JZ2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2177.GEOID18 height accuracy estimate available here.
 JZ2177
 JZ2177.Click photographs - Photos may exist for this station.
 JZ2177
 JZ2177.The dynamic height is computed by dividing the NAVD 88
 JZ2177.geopotential number by the normal gravity value computed on the
 JZ2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2177.degrees latitude (g = 980.6199 gals.).
 JZ2177
 JZ2177.The modeled gravity was interpolated from observed gravity values.
 JZ2177
 JZ2177;                    North         East    Units  Estimated Accuracy
 JZ2177;SPC IN E     -   447,120.       91,010.      MT  (+/- 180 meters Scaled)
 JZ2177
 JZ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ060481(NAD 83)
 JZ2177
 JZ2177                          SUPERSEDED SURVEY CONTROL
 JZ2177
 JZ2177  NGVD 29 (??/??/92)  221.365  (m)          726.26   (f) ADJ UNCH    2 0
 JZ2177
 JZ2177.Superseded values are not recommended for survey control.
 JZ2177
 JZ2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2177.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2177
 JZ2177_MARKER: DB = BENCH MARK DISK
 JZ2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2177_STAMPING: T 268 1947
 JZ2177_MARK LOGO: CGS
 JZ2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2177+STABILITY: SURFACE MOTION
 JZ2177
 JZ2177  HISTORY     - Date     Condition        Report By
 JZ2177  HISTORY     - 1947     MONUMENTED       CGS
 JZ2177
 JZ2177                          STATION DESCRIPTION
 JZ2177
 JZ2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2177'1.6 MI S FROM HOPE.
 JZ2177'ABOUT 1.6 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2177'CHURCH AT HOPE, IN THE SOUTHEAST ANGLE OF THE JUNCTION WITH A
 JZ2177'PAVED ROAD LEADING EAST, 41 FEET EAST OF THE CENTER LINE OF THE
 JZ2177'HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 16
 JZ2177'FEET SOUTH OF A FENCE CORNER, 3 FEET NORTH OF A TELEPHONE POLE,
 JZ2177'1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2177'WITNESS POST, 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A
 JZ2177'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1668 ***********************************************************************
 LA1668  DESIGNATION -  T 27
 LA1668  PID         -  LA1668
 LA1668  STATE/COUNTY-  IN/WABASH
 LA1668  COUNTRY     -  US
 LA1668  USGS QUAD   -  RICHVALLEY (2019)
 LA1668
 LA1668                         *CURRENT SURVEY CONTROL
 LA1668  ______________________________________________________________________
 LA1668* NAD 83(1986) POSITION- 40 47 26.     (N) 085 53 34.     (W)   SCALED
 LA1668* NAVD 88 ORTHO HEIGHT -   212.976 (meters)      698.74  (feet) ADJUSTED
 LA1668  ______________________________________________________________________
 LA1668  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA1668  DYNAMIC HEIGHT  -        212.873 (meters)      698.40  (feet) COMP
 LA1668  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 LA1668
 LA1668  VERT ORDER      -  SECOND    CLASS 0
 LA1668
 LA1668.The horizontal coordinates were scaled from a map and have
 LA1668.an estimated accuracy of +/- 6 seconds.
 LA1668
 LA1668.The orthometric height was determined by differential leveling and
 LA1668.adjusted by the NATIONAL GEODETIC SURVEY
 LA1668.in June 1991.
 LA1668
 LA1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1668.GEOID18 height accuracy estimate available here.
 LA1668
 LA1668.Click photographs - Photos may exist for this station.
 LA1668
 LA1668.The dynamic height is computed by dividing the NAVD 88
 LA1668.geopotential number by the normal gravity value computed on the
 LA1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1668.degrees latitude (g = 980.6199 gals.).
 LA1668
 LA1668.The modeled gravity was interpolated from observed gravity values.
 LA1668
 LA1668;                    North         East    Units  Estimated Accuracy
 LA1668;SPC IN E     -   615,320.       80,920.      MT  (+/- 180 meters Scaled)
 LA1668
 LA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL934160(NAD 83)
 LA1668
 LA1668                          SUPERSEDED SURVEY CONTROL
 LA1668
 LA1668  NGVD 29 (??/??/92)  213.098  (m)          699.14   (f) ADJ UNCH    2 0
 LA1668
 LA1668.Superseded values are not recommended for survey control.
 LA1668
 LA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1668.See file dsdata.pdf to determine how the superseded data were derived.
 LA1668
 LA1668_MARKER: DB = BENCH MARK DISK
 LA1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1668_STAMPING: T 27 1934
 LA1668_MARK LOGO: CGS
 LA1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1668+STABILITY: SURFACE MOTION
 LA1668
 LA1668  HISTORY     - Date     Condition        Report By
 LA1668  HISTORY     - 1934     MONUMENTED       CGS
 LA1668  HISTORY     - 1963     GOOD             USGS
 LA1668
 LA1668                          STATION DESCRIPTION
 LA1668
 LA1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1668'3.9 MI W FROM WABASH.
 LA1668'3.9 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LA1668'WABASH, WABASH COUNTY, 1.5 MILES EAST OF THE STATION AT RICH
 LA1668'VALLEY, 0.7 MILE EAST OF THE U.S. HIGHWAY 24 OVERPASS, 27
 LA1668'RAILS EAST OF MILEPOST 295, ABOUT 200 YARDS NORTHWEST OF A LARGE
 LA1668'RED BARN, IN THE SOUTHWEST QUARTER OF A DIRT-ROAD CROSSING,
 LA1668'11 YARDS SOUTH OF THE SOUTH RAIL, AND 8 YARDS WEST OF THE
 LA1668'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T 27 1934
 LA1668'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LA1668'ABOVE GROUND.  NOTE-- POST LEANING AT 45 DEG ANGLE AND LOOSE.
 LA1668'USE WITH CAUTION.
 LA1668
 LA1668                          STATION RECOVERY (1963)
 LA1668
 LA1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LA1668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2154 ***********************************************************************
 JZ2154  DESIGNATION -  T 270
 JZ2154  PID         -  JZ2154
 JZ2154  STATE/COUNTY-  IN/JENNINGS
 JZ2154  COUNTRY     -  US
 JZ2154  USGS QUAD   -  NORTH VERNON (2019)
 JZ2154
 JZ2154                         *CURRENT SURVEY CONTROL
 JZ2154  ______________________________________________________________________
 JZ2154* NAD 83(1986) POSITION- 39 01 41.     (N) 085 43 24.     (W)   SCALED
 JZ2154* NAVD 88 ORTHO HEIGHT -   202.142 (meters)      663.19  (feet) ADJUSTED
 JZ2154  ______________________________________________________________________
 JZ2154  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 JZ2154  DYNAMIC HEIGHT  -        202.014 (meters)      662.77  (feet) COMP
 JZ2154  MODELED GRAVITY -    979,994.5   (mgal)                       NAVD 88
 JZ2154
 JZ2154  VERT ORDER      -  SECOND    CLASS 0
 JZ2154
 JZ2154.The horizontal coordinates were scaled from a map and have
 JZ2154.an estimated accuracy of +/- 6 seconds.
 JZ2154
 JZ2154.The orthometric height was determined by differential leveling and
 JZ2154.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2154.in June 1991.
 JZ2154
 JZ2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2154.GEOID18 height accuracy estimate available here.
 JZ2154
 JZ2154.Click photographs - Photos may exist for this station.
 JZ2154
 JZ2154.The dynamic height is computed by dividing the NAVD 88
 JZ2154.geopotential number by the normal gravity value computed on the
 JZ2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2154.degrees latitude (g = 980.6199 gals.).
 JZ2154
 JZ2154.The modeled gravity was interpolated from observed gravity values.
 JZ2154
 JZ2154;                    North         East    Units  Estimated Accuracy
 JZ2154;SPC IN E     -   419,610.       95,090.      MT  (+/- 180 meters Scaled)
 JZ2154
 JZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ105206(NAD 83)
 JZ2154
 JZ2154                          SUPERSEDED SURVEY CONTROL
 JZ2154
 JZ2154  NGVD 29 (??/??/92)  202.264  (m)          663.59   (f) ADJ UNCH    2 0
 JZ2154
 JZ2154.Superseded values are not recommended for survey control.
 JZ2154
 JZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2154.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2154
 JZ2154_MARKER: DB = BENCH MARK DISK
 JZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2154_STAMPING: T 270 1947
 JZ2154_MARK LOGO: CGS
 JZ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2154+STABILITY: SURFACE MOTION
 JZ2154
 JZ2154  HISTORY     - Date     Condition        Report By
 JZ2154  HISTORY     - 1947     MONUMENTED       CGS
 JZ2154
 JZ2154                          STATION DESCRIPTION
 JZ2154
 JZ2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2154'3.8 MI S FROM SCIPIO.
 JZ2154'ABOUT 3.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE PRESBYTERIAN
 JZ2154'CHURCH AT SCIPIO, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION
 JZ2154'OF AN EAST-WEST CROSS ROAD, 40 FEET WEST OF THE CENTER LINE OF
 JZ2154'THE NORTH-SOUTH ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE
 JZ2154'EAST-WEST ROAD, 13.5 FEET WEST OF A 36-INCH OAK TREE, 9 FEET EAST
 JZ2154'OF A 15-INCH ASH TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2154'POST, 1 FOOT ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 JZ2154'POST PROJECTING 6 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2207 ***********************************************************************
 JZ2207  DESIGNATION -  T 271
 JZ2207  PID         -  JZ2207
 JZ2207  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2207  COUNTRY     -  US
 JZ2207  USGS QUAD   -  GRAMMER (2019)
 JZ2207
 JZ2207                         *CURRENT SURVEY CONTROL
 JZ2207  ______________________________________________________________________
 JZ2207* NAD 83(1986) POSITION- 39 08 43.47   (N) 085 42 20.19   (W)   HD_HELD1
 JZ2207* NAVD 88 ORTHO HEIGHT -   229.436 (meters)      752.74  (feet) ADJUSTED
 JZ2207  ______________________________________________________________________
 JZ2207  GEOID HEIGHT    -        -34.035 (meters)                     GEOID18
 JZ2207  DYNAMIC HEIGHT  -        229.292 (meters)      752.27  (feet) COMP
 JZ2207  MODELED GRAVITY -    979,996.6   (mgal)                       NAVD 88
 JZ2207
 JZ2207  VERT ORDER      -  SECOND    CLASS 0
 JZ2207
 JZ2207.The horizontal coordinates were determined by differentially corrected
 JZ2207.hand held GPS observations or other comparable positioning techniques
 JZ2207.and have an estimated accuracy of +/- 3 meters.
 JZ2207
 JZ2207.The orthometric height was determined by differential leveling and
 JZ2207.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2207.in June 1991.
 JZ2207
 JZ2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2207.GEOID18 height accuracy estimate available here.
 JZ2207
 JZ2207.Click photographs - Photos may exist for this station.
 JZ2207
 JZ2207.The dynamic height is computed by dividing the NAVD 88
 JZ2207.geopotential number by the normal gravity value computed on the
 JZ2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2207.degrees latitude (g = 980.6199 gals.).
 JZ2207
 JZ2207.The modeled gravity was interpolated from observed gravity values.
 JZ2207
 JZ2207;                    North         East    Units  Estimated Accuracy
 JZ2207;SPC IN E     -   432,639.3      96,633.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2207
 JZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1185533710(NAD 83)
 JZ2207
 JZ2207                          SUPERSEDED SURVEY CONTROL
 JZ2207
 JZ2207  NGVD 29 (??/??/92)  229.556  (m)          753.14   (f) ADJ UNCH    2 0
 JZ2207
 JZ2207.Superseded values are not recommended for survey control.
 JZ2207
 JZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2207.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2207
 JZ2207_MARKER: DB = BENCH MARK DISK
 JZ2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2207_STAMPING: T 271 1947
 JZ2207_MARK LOGO: CGS
 JZ2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2207+STABILITY: SURFACE MOTION
 JZ2207
 JZ2207  HISTORY     - Date     Condition        Report By
 JZ2207  HISTORY     - 1947     MONUMENTED       CGS
 JZ2207
 JZ2207                          STATION DESCRIPTION
 JZ2207
 JZ2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2207'1.4 MI SE FROM GRAMMER.
 JZ2207'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 JZ2207'GRAMMER, THENCE ABOUT 1.05 MILE EAST ALONG A GRAVEL COUNTY ROAD,
 JZ2207'SET IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A NORTH-SOUTH
 JZ2207'GRAVEL ROAD, 24.5 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2207'GRAVEL ROAD, 17 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD,
 JZ2207'8 FEET NORTH OF A FENCE CORNER POST, 1 FOOT WEST OF THE FENCE
 JZ2207'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 JZ2207'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ2207'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1819 ***********************************************************************
 JZ1819  DESIGNATION -  T 272
 JZ1819  PID         -  JZ1819
 JZ1819  STATE/COUNTY-  IN/RIPLEY
 JZ1819  COUNTRY     -  US
 JZ1819  USGS QUAD   -  BATESVILLE (2019)
 JZ1819
 JZ1819                         *CURRENT SURVEY CONTROL
 JZ1819  ______________________________________________________________________
 JZ1819* NAD 83(1986) POSITION- 39 15 32.     (N) 085 07 50.     (W)   SCALED
 JZ1819* NAVD 88 ORTHO HEIGHT -   309.020 (meters)     1013.84  (feet) ADJUSTED
 JZ1819  ______________________________________________________________________
 JZ1819  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 JZ1819  DYNAMIC HEIGHT  -        308.825 (meters)     1013.20  (feet) COMP
 JZ1819  MODELED GRAVITY -    979,988.4   (mgal)                       NAVD 88
 JZ1819
 JZ1819  VERT ORDER      -  FIRST     CLASS II
 JZ1819
 JZ1819.The horizontal coordinates were scaled from a map and have
 JZ1819.an estimated accuracy of +/- 6 seconds.
 JZ1819
 JZ1819.The orthometric height was determined by differential leveling and
 JZ1819.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1819.in June 1991.
 JZ1819
 JZ1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1819.GEOID18 height accuracy estimate available here.
 JZ1819
 JZ1819.Click photographs - Photos may exist for this station.
 JZ1819
 JZ1819.The dynamic height is computed by dividing the NAVD 88
 JZ1819.geopotential number by the normal gravity value computed on the
 JZ1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1819.degrees latitude (g = 980.6199 gals.).
 JZ1819
 JZ1819.The modeled gravity was interpolated from observed gravity values.
 JZ1819
 JZ1819;                    North         East    Units  Estimated Accuracy
 JZ1819;SPC IN E     -   445,370.      146,270.      MT  (+/- 180 meters Scaled)
 JZ1819
 JZ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ612471(NAD 83)
 JZ1819
 JZ1819                          SUPERSEDED SURVEY CONTROL
 JZ1819
 JZ1819  NGVD 29 (??/??/92)  309.173  (m)         1014.35   (f) ADJ UNCH    1 2
 JZ1819
 JZ1819.Superseded values are not recommended for survey control.
 JZ1819
 JZ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1819.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1819
 JZ1819_MARKER: DB = BENCH MARK DISK
 JZ1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1819_STAMPING: T 272 1947
 JZ1819_MARK LOGO: CGS
 JZ1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1819+STABILITY: SURFACE MOTION
 JZ1819
 JZ1819  HISTORY     - Date     Condition        Report By
 JZ1819  HISTORY     - 1947     MONUMENTED       CGS
 JZ1819  HISTORY     - 1986     GOOD             NGS
 JZ1819
 JZ1819                          STATION DESCRIPTION
 JZ1819
 JZ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1819'2.5 MI NW FROM SUNMAN.
 JZ1819'ABOUT 2.5 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1819'FROM THE STATION AT SUNMAN, ABOUT 0.55 MILES NORTH OF THE BLACK
 JZ1819'TOP ROAD CROSSING AT SPADES, ABOUT 3.05 MILES SOUTHEAST OF THE
 JZ1819'STATION AT MORRIS, AT A FARM LANE CROSSING, 40 FEET NORTHEAST
 JZ1819'OF THE NORTHEAST RAIL, 9.5 FEET SOUTHEAST OF THE CENTER LINE
 JZ1819'OF THE FARM LANE, 22.5 FEET EAST AND ACROSS THE LANE FROM POLE
 JZ1819'NO. 42/16, 1.5 FEET SOUTHWEST OF THE R/W FENCE LINE, 2 FEET
 JZ1819'SOUTHEAST OF A GATE POST, 2 FEET NORTHWEST OF A WHITE WOODEN
 JZ1819'WITNES POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP
 JZ1819'OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1819
 JZ1819                          STATION RECOVERY (1986)
 JZ1819
 JZ1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1819'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 JZ1819'SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS JUNCTION WITH
 JZ1819'INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 9.3 KM (5.8 MI)
 JZ1819'SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0912 ***********************************************************************
 JZ0912  DESIGNATION -  T 273
 JZ0912  PID         -  JZ0912
 JZ0912  STATE/COUNTY-  IN/DEARBORN
 JZ0912  COUNTRY     -  US
 JZ0912  USGS QUAD   -  HOOVEN (2016)
 JZ0912
 JZ0912                         *CURRENT SURVEY CONTROL
 JZ0912  ______________________________________________________________________
 JZ0912* NAD 83(1986) POSITION- 39 12 42.     (N) 084 51 50.     (W)   SCALED
 JZ0912* NAVD 88 ORTHO HEIGHT -   275.849 (meters)      905.01  (feet) ADJUSTED
 JZ0912  ______________________________________________________________________
 JZ0912  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JZ0912  DYNAMIC HEIGHT  -        275.677 (meters)      904.45  (feet) COMP
 JZ0912  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JZ0912
 JZ0912  VERT ORDER      -  SECOND    CLASS 0
 JZ0912
 JZ0912.The horizontal coordinates were scaled from a map and have
 JZ0912.an estimated accuracy of +/- 6 seconds.
 JZ0912
 JZ0912.The orthometric height was determined by differential leveling and
 JZ0912.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0912.in June 1991.
 JZ0912
 JZ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0912.GEOID18 height accuracy estimate available here.
 JZ0912
 JZ0912.Click photographs - Photos may exist for this station.
 JZ0912
 JZ0912.The dynamic height is computed by dividing the NAVD 88
 JZ0912.geopotential number by the normal gravity value computed on the
 JZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0912.degrees latitude (g = 980.6199 gals.).
 JZ0912
 JZ0912.The modeled gravity was interpolated from observed gravity values.
 JZ0912
 JZ0912;                    North         East    Units  Estimated Accuracy
 JZ0912;SPC IN E     -   440,300.      169,330.      MT  (+/- 180 meters Scaled)
 JZ0912
 JZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844424(NAD 83)
 JZ0912
 JZ0912                          SUPERSEDED SURVEY CONTROL
 JZ0912
 JZ0912  NGVD 29 (??/??/92)  276.045  (m)          905.66   (f) ADJ UNCH    2 0
 JZ0912
 JZ0912.Superseded values are not recommended for survey control.
 JZ0912
 JZ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0912.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0912
 JZ0912_MARKER: DB = BENCH MARK DISK
 JZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0912_STAMPING: T 273 1947
 JZ0912_MARK LOGO: CGS
 JZ0912_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0912+STABILITY: SURFACE MOTION
 JZ0912
 JZ0912  HISTORY     - Date     Condition        Report By
 JZ0912  HISTORY     - 1947     MONUMENTED       CGS
 JZ0912
 JZ0912                          STATION DESCRIPTION
 JZ0912
 JZ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0912'0.8 MI SW FROM BRIGHT.
 JZ0912'0.75 MILE SOUTHWEST ALONG A WINDING ROAD FROM THE PROVIDENCE
 JZ0912'PRESBYTERIAN CHURCH AT BRIGHT, AT A CURVE IN THE ROAD WITH
 JZ0912'TANGENTS SOUTH AND EAST AND THE JUNCTION OF A ROAD WEST, 43 FEET
 JZ0912'SOUTH OF THE EAST TANGENT OF THE ROAD AND THE ROAD WEST, 24
 JZ0912'FEET WEST OF THE CENTER LINE OF THE SOUTH TANGENT OF THE ROAD,
 JZ0912'24 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 JZ0912'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ0912'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ0912'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0868 ***********************************************************************
 JZ0868  DESIGNATION -  T 274
 JZ0868  PID         -  JZ0868
 JZ0868  STATE/COUNTY-  IN/FRANKLIN
 JZ0868  COUNTRY     -  US
 JZ0868  USGS QUAD   -  REILY (2016)
 JZ0868
 JZ0868                         *CURRENT SURVEY CONTROL
 JZ0868  ______________________________________________________________________
 JZ0868* NAD 83(1986) POSITION- 39 29 39.     (N) 084 51 48.     (W)   SCALED
 JZ0868* NAVD 88 ORTHO HEIGHT -   313.277 (meters)     1027.81  (feet) ADJUSTED
 JZ0868  ______________________________________________________________________
 JZ0868  GEOID HEIGHT    -        -33.509 (meters)                     GEOID18
 JZ0868  DYNAMIC HEIGHT  -        313.095 (meters)     1027.21  (feet) COMP
 JZ0868  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 JZ0868
 JZ0868  VERT ORDER      -  SECOND    CLASS 0
 JZ0868
 JZ0868.The horizontal coordinates were scaled from a map and have
 JZ0868.an estimated accuracy of +/- 6 seconds.
 JZ0868
 JZ0868.The orthometric height was determined by differential leveling and
 JZ0868.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0868.in June 1991.
 JZ0868
 JZ0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0868.GEOID18 height accuracy estimate available here.
 JZ0868
 JZ0868.Click photographs - Photos may exist for this station.
 JZ0868
 JZ0868.The dynamic height is computed by dividing the NAVD 88
 JZ0868.geopotential number by the normal gravity value computed on the
 JZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0868.degrees latitude (g = 980.6199 gals.).
 JZ0868
 JZ0868.The modeled gravity was interpolated from observed gravity values.
 JZ0868
 JZ0868;                    North         East    Units  Estimated Accuracy
 JZ0868;SPC IN E     -   471,670.      169,100.      MT  (+/- 180 meters Scaled)
 JZ0868
 JZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ837737(NAD 83)
 JZ0868
 JZ0868                          SUPERSEDED SURVEY CONTROL
 JZ0868
 JZ0868  NGVD 29 (??/??/92)  313.442  (m)         1028.35   (f) ADJ UNCH    2 0
 JZ0868
 JZ0868.Superseded values are not recommended for survey control.
 JZ0868
 JZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0868.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0868
 JZ0868_MARKER: DB = BENCH MARK DISK
 JZ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0868_STAMPING: T 274 1947
 JZ0868_MARK LOGO: CGS
 JZ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0868+STABILITY: SURFACE MOTION
 JZ0868
 JZ0868  HISTORY     - Date     Condition        Report By
 JZ0868  HISTORY     - 1947     MONUMENTED       CGS
 JZ0868  HISTORY     - 20050930 MARK NOT FOUND   GEOCAC
 JZ0868
 JZ0868                          STATION DESCRIPTION
 JZ0868
 JZ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0868'1 MI S FROM NEW BATH.
 JZ0868'1.05 MILES SOUTH ALONG A COUNTY ROAD FROM THE STATE BANK BUILDING
 JZ0868'AT NEW BATH, IN THE SOUTHWEST QUARTER OF AN EAST-WEST CROSS ROAD,
 JZ0868'ABOUT 0.15 MILE NORTH OF THE CROSSING OF THE CHESAPEAKE AND
 JZ0868'OHIO RAILWAY, 32 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JZ0868'ROAD, 53 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ0868'23 FEET EAST OF THE EAST RAIL OF THE C. AND O. RY. TRACK, 12.5
 JZ0868'FEET SOUTH OF A TELEGRAPH POLE AND IN LINE WITH THE ROW OF POLES,
 JZ0868'ABOUT 2 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD, 2 FEET
 JZ0868'NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 JZ0868'CONCRETE POST PROJECTING 4 INCHES.
 JZ0868
 JZ0868                          STATION RECOVERY (2005)
 JZ0868
 JZ0868'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0868'THERE IS A TILTED CONCRETE POST WITH THE TOP SHEARED OFF IN THE
 JZ0868'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0919 ***********************************************************************
 HA0919  DESIGNATION -  T 275
 HA0919  PID         -  HA0919
 HA0919  STATE/COUNTY-  IN/POSEY
 HA0919  COUNTRY     -  US
 HA0919  USGS QUAD   -  MOUNT VERNON (2019)
 HA0919
 HA0919                         *CURRENT SURVEY CONTROL
 HA0919  ______________________________________________________________________
 HA0919* NAD 83(1986) POSITION- 37 57 32.     (N) 087 58 49.     (W)   SCALED
 HA0919* NAVD 88 ORTHO HEIGHT -   110.452 (meters)      362.37  (feet) ADJUSTED
 HA0919  ______________________________________________________________________
 HA0919  GEOID HEIGHT    -        -30.526 (meters)                     GEOID18
 HA0919  DYNAMIC HEIGHT  -        110.378 (meters)      362.13  (feet) COMP
 HA0919  MODELED GRAVITY -    979,951.1   (mgal)                       NAVD 88
 HA0919
 HA0919  VERT ORDER      -  FIRST     CLASS II
 HA0919
 HA0919.The horizontal coordinates were scaled from a map and have
 HA0919.an estimated accuracy of +/- 6 seconds.
 HA0919
 HA0919.The orthometric height was determined by differential leveling and
 HA0919.adjusted by the NATIONAL GEODETIC SURVEY
 HA0919.in June 1991.
 HA0919
 HA0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0919.GEOID18 height accuracy estimate available here.
 HA0919
 HA0919.Click photographs - Photos may exist for this station.
 HA0919
 HA0919.The dynamic height is computed by dividing the NAVD 88
 HA0919.geopotential number by the normal gravity value computed on the
 HA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0919.degrees latitude (g = 980.6199 gals.).
 HA0919
 HA0919.The modeled gravity was interpolated from observed gravity values.
 HA0919
 HA0919;                    North         East    Units  Estimated Accuracy
 HA0919;SPC IN W     -   301,310.      821,180.      MT  (+/- 180 meters Scaled)
 HA0919
 HA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH138017(NAD 83)
 HA0919
 HA0919                          SUPERSEDED SURVEY CONTROL
 HA0919
 HA0919  NGVD 29 (??/??/92)  110.564  (m)          362.74   (f) ADJ UNCH    1 2
 HA0919
 HA0919.Superseded values are not recommended for survey control.
 HA0919
 HA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0919.See file dsdata.pdf to determine how the superseded data were derived.
 HA0919
 HA0919_MARKER: DB = BENCH MARK DISK
 HA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0919_STAMPING: T 275 1954
 HA0919_MARK LOGO: CGS
 HA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0919+STABILITY: SURFACE MOTION
 HA0919
 HA0919  HISTORY     - Date     Condition        Report By
 HA0919  HISTORY     - 1954     MONUMENTED       CGS
 HA0919  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0919  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA0919
 HA0919                          STATION DESCRIPTION
 HA0919
 HA0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0919'1.5 MI NW FROM UPTON.
 HA0919'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0919'AT UPTON, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH TANGENTS
 HA0919'EXTENDING NORTH AND EAST AND JUNCTION OF GRAVEL ROADS LEADING
 HA0919'SOUTH AND WEST, 20 FEET EAST OF CENTER LINE OF GRAVEL ROAD SOUTH,
 HA0919'19 FEET SOUTH OF CENTER LINE OF EAST TANGENT OF HIGHWAY, 27 FEET
 HA0919'SOUTHEAST OF CENTER OF INTERSECTION, 36 1/2 FEET EAST AND ACROSS
 HA0919'ROAD SOUTH FROM A 26-INCH PECAN TREE, 5 FEET SOUTHWEST OF WEST
 HA0919'LEG OF A SIGN SKILES OIL CORPORATION - HAGEMAN LSE, S 34 T 68 R 14
 HA0919'W POSEY COUNTY, IND., 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 HA0919'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD SOUTH AND SET IN THE TOP
 HA0919'OF A CONCRETE POST PROJECTING 4 INCHES.
 HA0919
 HA0919                          STATION RECOVERY (1976)
 HA0919
 HA0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0919'MARK NOT FOUND.
 HA0919
 HA0919                          STATION RECOVERY (1976)
 HA0919
 HA0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA0919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1452 ***********************************************************************
 JZ1452  DESIGNATION -  T 277
 JZ1452  PID         -  JZ1452
 JZ1452  STATE/COUNTY-  IN/WAYNE
 JZ1452  COUNTRY     -  US
 JZ1452  USGS QUAD   -  NEW PARIS (2016)
 JZ1452
 JZ1452                         *CURRENT SURVEY CONTROL
 JZ1452  ______________________________________________________________________
 JZ1452* NAD 83(1986) POSITION- 39 49 36.     (N) 084 49 24.     (W)   SCALED
 JZ1452* NAVD 88 ORTHO HEIGHT -   324.707 (meters)     1065.31  (feet) ADJUSTED
 JZ1452  ______________________________________________________________________
 JZ1452  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 JZ1452  DYNAMIC HEIGHT  -        324.516 (meters)     1064.68  (feet) COMP
 JZ1452  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 JZ1452
 JZ1452  VERT ORDER      -  SECOND    CLASS 0
 JZ1452
 JZ1452.The horizontal coordinates were scaled from a map and have
 JZ1452.an estimated accuracy of +/- 6 seconds.
 JZ1452
 JZ1452.The orthometric height was determined by differential leveling and
 JZ1452.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1452.in June 1991.
 JZ1452
 JZ1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1452.GEOID18 height accuracy estimate available here.
 JZ1452
 JZ1452.Click photographs - Photos may exist for this station.
 JZ1452
 JZ1452.The dynamic height is computed by dividing the NAVD 88
 JZ1452.geopotential number by the normal gravity value computed on the
 JZ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1452.degrees latitude (g = 980.6199 gals.).
 JZ1452
 JZ1452.The modeled gravity was interpolated from observed gravity values.
 JZ1452
 JZ1452;                    North         East    Units  Estimated Accuracy
 JZ1452;SPC IN E     -   508,610.      172,200.      MT  (+/- 180 meters Scaled)
 JZ1452
 JZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK862107(NAD 83)
 JZ1452
 JZ1452                          SUPERSEDED SURVEY CONTROL
 JZ1452
 JZ1452  NGVD 29 (??/??/92)  324.852  (m)         1065.79   (f) ADJ UNCH    2 0
 JZ1452
 JZ1452.Superseded values are not recommended for survey control.
 JZ1452
 JZ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1452.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1452
 JZ1452_MARKER: DB = BENCH MARK DISK
 JZ1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1452_SP_SET: BUILDING WALL
 JZ1452_STAMPING: T 277 1947
 JZ1452_MARK LOGO: CGS
 JZ1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1452
 JZ1452  HISTORY     - Date     Condition        Report By
 JZ1452  HISTORY     - 1947     MONUMENTED       CGS
 JZ1452  HISTORY     - 20030411 MARK NOT FOUND   GEOCAC
 JZ1452
 JZ1452                          STATION DESCRIPTION
 JZ1452
 JZ1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1452'1.8 MI NW FROM NEW WESTVILLE.
 JZ1452'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 JZ1452'STATE HIGHWAY 320 AT NEW WESTVILLE, THENCE ABOUT 0.35 MILE WEST
 JZ1452'ALONG THE OLD HIGHWAY ROUTE, AT THE EAST RICHMOND AIRPORT,
 JZ1452'SET VERTICALLY IN THE EAST WALL AT THE NORTHEAST CORNER OF A
 JZ1452'CONCRETE BLOCK HANGAR BUILDING, 11 FEET WEST OF THE ENTRANCE
 JZ1452'ROAD, 1.3 FEET SOUTH OF THE NORTHEAST CORNER AND 4 FEET ABOVE
 JZ1452'THE GROUND.
 JZ1452
 JZ1452                          STATION RECOVERY (2003)
 JZ1452
 JZ1452'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1452'THE EAST RICHMOND AIRPORT IS NO LONGER HERE.  THIS IS NOW AN
 JZ1452'INDUSTRIAL PARK.  THERE IS NO HANGAR BUILDING LEFT, SO THE MARK IS
 JZ1452'PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1302 ***********************************************************************
 HZ1302  DESIGNATION -  T 278
 HZ1302  PID         -  HZ1302
 HZ1302  STATE/COUNTY-  IN/CLARK
 HZ1302  COUNTRY     -  US
 HZ1302  USGS QUAD   -  BORDEN (2019)
 HZ1302
 HZ1302                         *CURRENT SURVEY CONTROL
 HZ1302  ______________________________________________________________________
 HZ1302* NAD 83(1986) POSITION- 38 28 43.     (N) 085 58 20.     (W)   SCALED
 HZ1302* NAVD 88 ORTHO HEIGHT -   184.723 (meters)      606.05  (feet) ADJUSTED
 HZ1302  ______________________________________________________________________
 HZ1302  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 HZ1302  DYNAMIC HEIGHT  -        184.599 (meters)      605.64  (feet) COMP
 HZ1302  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 HZ1302
 HZ1302  VERT ORDER      -  FIRST     CLASS II
 HZ1302
 HZ1302.The horizontal coordinates were scaled from a map and have
 HZ1302.an estimated accuracy of +/- 6 seconds.
 HZ1302
 HZ1302.The orthometric height was determined by differential leveling and
 HZ1302.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1302.in June 1991.
 HZ1302
 HZ1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1302.GEOID18 height accuracy estimate available here.
 HZ1302
 HZ1302.Click photographs - Photos may exist for this station.
 HZ1302
 HZ1302.The dynamic height is computed by dividing the NAVD 88
 HZ1302.geopotential number by the normal gravity value computed on the
 HZ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1302.degrees latitude (g = 980.6199 gals.).
 HZ1302
 HZ1302.The modeled gravity was interpolated from observed gravity values.
 HZ1302
 HZ1302;                    North         East    Units  Estimated Accuracy
 HZ1302;SPC IN E     -   358,660.       73,340.      MT  (+/- 180 meters Scaled)
 HZ1302
 HZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH896594(NAD 83)
 HZ1302
 HZ1302                          SUPERSEDED SURVEY CONTROL
 HZ1302
 HZ1302  NGVD 29 (??/??/92)  184.853  (m)          606.47   (f) ADJ UNCH    1 2
 HZ1302
 HZ1302.Superseded values are not recommended for survey control.
 HZ1302
 HZ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1302.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1302
 HZ1302_MARKER: DB = BENCH MARK DISK
 HZ1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1302_SP_SET: ABUTMENT
 HZ1302_STAMPING: T 278 1949
 HZ1302_MARK LOGO: CGS
 HZ1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1302
 HZ1302  HISTORY     - Date     Condition        Report By
 HZ1302  HISTORY     - 1949     MONUMENTED       CGS
 HZ1302
 HZ1302                          STATION DESCRIPTION
 HZ1302
 HZ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1302'3.2 MI SE FROM NEW PEKIN.
 HZ1302'ABOUT 3.15 MILES SOUTHEAST ALONG THE CHICAGO INDIANAPOLIS AND
 HZ1302'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, SET IN THE
 HZ1302'TOP OF THE NORTHEAST WINGWALL OF THE SOUTHEAST ABUTMENT OF
 HZ1302'CONCRETE ARCH BRIDGE ALONG STATE HIGHWAY 60, 36.5 FEET SOUTHWEST
 HZ1302'OF THE SOUTHWEST RAIL, 37.2 FEET SOUTH-SOUTHEAST AND ACROSS
 HZ1302'A SMALL STREAM FROM 603.2 (USGS), 21 FEET NORTHEAST OF THE
 HZ1302'CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET ABOVE THE LEVEL
 HZ1302'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0167 ***********************************************************************
 JA0167  DESIGNATION -  T 279
 JA0167  PID         -  JA0167
 JA0167  STATE/COUNTY-  IN/ORANGE
 JA0167  COUNTRY     -  US
 JA0167  USGS QUAD   -  MITCHELL (2019)
 JA0167
 JA0167                         *CURRENT SURVEY CONTROL
 JA0167  ______________________________________________________________________
 JA0167* NAD 83(1986) POSITION- 38 40 00.     (N) 086 23 59.     (W)   SCALED
 JA0167* NAVD 88 ORTHO HEIGHT -   211.992 (meters)      695.51  (feet) ADJUSTED
 JA0167  ______________________________________________________________________
 JA0167  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 JA0167  DYNAMIC HEIGHT  -        211.851 (meters)      695.05  (feet) COMP
 JA0167  MODELED GRAVITY -    979,960.5   (mgal)                       NAVD 88
 JA0167
 JA0167  VERT ORDER      -  FIRST     CLASS II
 JA0167
 JA0167.The horizontal coordinates were scaled from a map and have
 JA0167.an estimated accuracy of +/- 6 seconds.
 JA0167
 JA0167.The orthometric height was determined by differential leveling and
 JA0167.adjusted by the NATIONAL GEODETIC SURVEY
 JA0167.in June 1991.
 JA0167
 JA0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0167.GEOID18 height accuracy estimate available here.
 JA0167
 JA0167.Click photographs - Photos may exist for this station.
 JA0167
 JA0167.The dynamic height is computed by dividing the NAVD 88
 JA0167.geopotential number by the normal gravity value computed on the
 JA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0167.degrees latitude (g = 980.6199 gals.).
 JA0167
 JA0167.The modeled gravity was interpolated from observed gravity values.
 JA0167
 JA0167;                    North         East    Units  Estimated Accuracy
 JA0167;SPC IN W     -   379,720.      959,490.      MT  (+/- 180 meters Scaled)
 JA0167
 JA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH522799(NAD 83)
 JA0167
 JA0167                          SUPERSEDED SURVEY CONTROL
 JA0167
 JA0167  NGVD 29 (??/??/92)  212.099  (m)          695.86   (f) ADJ UNCH    1 2
 JA0167
 JA0167.Superseded values are not recommended for survey control.
 JA0167
 JA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0167.See file dsdata.pdf to determine how the superseded data were derived.
 JA0167
 JA0167_MARKER: DB = BENCH MARK DISK
 JA0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0167_STAMPING: T 279 1949
 JA0167_MARK LOGO: CGS
 JA0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0167+STABILITY: SURFACE MOTION
 JA0167
 JA0167  HISTORY     - Date     Condition        Report By
 JA0167  HISTORY     - 1949     MONUMENTED       CGS
 JA0167  HISTORY     - 1967     GOOD             CGS
 JA0167
 JA0167                          STATION DESCRIPTION
 JA0167
 JA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0167'2.8 MI SE FROM ORLEANS.
 JA0167'ABOUT 2.8 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0167'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, ABOUT 0.1 MILE
 JA0167'WEST OF MILE POST 264, AT A ROAD CROSSING, 43 FEET NORTHWEST OF
 JA0167'THE CENTER OF THE CROSSING, 27.3 FEET NORTH OF THE NORTH RAIL,
 JA0167'25 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 JA0167'EAST-NORTHEAST OF A TELEPHONE POLE, 11 FEET WEST OF A FENCE
 JA0167'CORNER, 1.5 FEET SOUTH OF R/W FENCE LINE, 1.5 FEET EAST OF A
 JA0167'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 JA0167'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0167
 JA0167                          STATION RECOVERY (1967)
 JA0167
 JA0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2055 ***********************************************************************
 LB2055  DESIGNATION -  T 28
 LB2055  PID         -  LB2055
 LB2055  STATE/COUNTY-  IN/WHITE
 LB2055  COUNTRY     -  US
 LB2055  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB2055
 LB2055                         *CURRENT SURVEY CONTROL
 LB2055  ______________________________________________________________________
 LB2055* NAD 83(1997) POSITION- 40 45 06.36416(N) 086 50 36.83744(W)   ADJUSTED
 LB2055* NAVD 88 ORTHO HEIGHT -   210.625 (meters)      691.03  (feet) ADJUSTED
 LB2055  ______________________________________________________________________
 LB2055  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 LB2055  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LB2055  DYNAMIC HEIGHT  -        210.527 (meters)      690.70  (feet) COMP
 LB2055  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 LB2055
 LB2055  HORZ ORDER      -  SECOND
 LB2055  VERT ORDER      -  SECOND    CLASS 0
 LB2055
 LB2055.The horizontal coordinates were established by classical geodetic methods
 LB2055.and adjusted by the National Geodetic Survey in May 1999.
 LB2055
 LB2055.The orthometric height was determined by differential leveling and
 LB2055.adjusted by the NATIONAL GEODETIC SURVEY
 LB2055.in June 1991.
 LB2055
 LB2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2055.GEOID18 height accuracy estimate available here.
 LB2055
 LB2055.Click photographs - Photos may exist for this station.
 LB2055
 LB2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2055
 LB2055.The dynamic height is computed by dividing the NAVD 88
 LB2055.geopotential number by the normal gravity value computed on the
 LB2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2055.degrees latitude (g = 980.6199 gals.).
 LB2055
 LB2055.The modeled gravity was interpolated from observed gravity values.
 LB2055
 LB2055. The following values were computed from the NAD 83(1997) position.
 LB2055
 LB2055;                    North         East     Units Scale Factor Converg.
 LB2055;SPC IN W     -   611,020.213   920,247.700   MT  0.99997171   +0 09 23.5
 LB2055;SPC IN W     - 2,004,655.48  3,019,179.33   sFT  0.99997171   +0 09 23.5
 LB2055;UTM  16      - 4,511,213.298   513,205.580   MT  0.99960215   +0 06 07.6
 LB2055
 LB2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2055!SPC IN W     -   0.99997226  x   0.99997171  =   0.99994397
 LB2055!UTM  16      -   0.99997226  x   0.99960215  =   0.99957442
 LB2055
 LB2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1320511213(NAD 83)
 LB2055
 LB2055                          SUPERSEDED SURVEY CONTROL
 LB2055
 LB2055  NAD 83(1986)-  40 45 06.37003(N)    086 50 36.84775(W) AD(       ) 2
 LB2055  NAD 27      -  40 45 06.22700(N)    086 50 36.79490(W) AD(       ) 2
 LB2055  NGVD 29 (??/??/92)  210.73   (m)          691.4    (f) COMPUTED    2 0
 LB2055  NGVD 29             210.73   (m)          691.4    (f) LEVELING    3  
 LB2055
 LB2055.Superseded values are not recommended for survey control.
 LB2055
 LB2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2055.See file dsdata.pdf to determine how the superseded data were derived.
 LB2055
 LB2055_MARKER: DB = BENCH MARK DISK
 LB2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2055_STAMPING: T 28 1948
 LB2055_MARK LOGO: CGS
 LB2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2055+STABILITY: SURFACE MOTION
 LB2055
 LB2055  HISTORY     - Date     Condition        Report By
 LB2055  HISTORY     - 1948     MONUMENTED       CGS
 LB2055  HISTORY     - 1955     MARK NOT FOUND   CGS
 LB2055
 LB2055                          STATION DESCRIPTION
 LB2055
 LB2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2055'THIS IS A TRAVERSE STATION.
 LB2055'
 LB2055'STATION IS LOCATED ABOUT 6 MILES NORTH OF CHALMERS, 4 MILES WEST OF
 LB2055'MONTICELLO AND 2 MILES EAST OF REYNOLDS.  IT IS 68 FEET WEST OF
 LB2055'CENTER OF A GRAVEL ROAD, 43 FEET NORTH OF CENTER OF A GRAVEL ROAD
 LB2055'AND 19 FEET SOUTH OF THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD.
 LB2055'THE MARK IS A 5 X 5 INCH CONCRETE POST WHICH PROJECTS ABOUT 6
 LB2055'INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK STAMPED T 28
 LB2055'1934.
 LB2055'
 LB2055'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION REYNOLDS.
 LB2055'THE DISTANCE WAS 384.3 FEET, (117.13 METERS.)
 LB2055'
 LB2055'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2055'HIGHWAY 39 IN MONTICELLO, GO WEST ON HIGHWAY 24 FOR 4.6 MILES TO A
 LB2055'CROSS GRAVEL ROAD, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO SHARP
 LB2055'CURVE RIGHT, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A T
 LB2055'INTERSECTION AND STATION IN THE NORTHWEST CORNER NEAR RAILROAD AS
 LB2055'DESCRIBED.
 LB2055
 LB2055                          STATION RECOVERY (1955)
 LB2055
 LB2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2055'THE BM WAS DESTROYED DUE TO HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0407 ***********************************************************************
 KA0407  DESIGNATION -  T 280
 KA0407  PID         -  KA0407
 KA0407  STATE/COUNTY-  IN/GREENE
 KA0407  COUNTRY     -  US
 KA0407  USGS QUAD   -  SOLSBERRY (2019)
 KA0407
 KA0407                         *CURRENT SURVEY CONTROL
 KA0407  ______________________________________________________________________
 KA0407* NAD 83(1986) POSITION- 39 00 56.     (N) 086 51 13.     (W)   SCALED
 KA0407* NAVD 88 ORTHO HEIGHT -   217.371 (meters)      713.16  (feet) ADJUSTED
 KA0407  ______________________________________________________________________
 KA0407  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 KA0407  DYNAMIC HEIGHT  -        217.236 (meters)      712.72  (feet) COMP
 KA0407  MODELED GRAVITY -    980,002.8   (mgal)                       NAVD 88
 KA0407
 KA0407  VERT ORDER      -  FIRST     CLASS II
 KA0407
 KA0407.The horizontal coordinates were scaled from a map and have
 KA0407.an estimated accuracy of +/- 6 seconds.
 KA0407
 KA0407.The orthometric height was determined by differential leveling and
 KA0407.adjusted by the NATIONAL GEODETIC SURVEY
 KA0407.in June 1991.
 KA0407
 KA0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0407.GEOID18 height accuracy estimate available here.
 KA0407
 KA0407.Click photographs - Photos may exist for this station.
 KA0407
 KA0407.The dynamic height is computed by dividing the NAVD 88
 KA0407.geopotential number by the normal gravity value computed on the
 KA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0407.degrees latitude (g = 980.6199 gals.).
 KA0407
 KA0407.The modeled gravity was interpolated from observed gravity values.
 KA0407
 KA0407;                    North         East    Units  Estimated Accuracy
 KA0407;SPC IN W     -   418,250.      919,900.      MT  (+/- 180 meters Scaled)
 KA0407
 KA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ126185(NAD 83)
 KA0407
 KA0407                          SUPERSEDED SURVEY CONTROL
 KA0407
 KA0407  NGVD 29 (??/??/92)  217.500  (m)          713.58   (f) ADJ UNCH    1 2
 KA0407
 KA0407.Superseded values are not recommended for survey control.
 KA0407
 KA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0407.See file dsdata.pdf to determine how the superseded data were derived.
 KA0407
 KA0407_MARKER: DB = BENCH MARK DISK
 KA0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0407_STAMPING: T 280 1949
 KA0407_MARK LOGO: CGS
 KA0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0407+STABILITY: SURFACE MOTION
 KA0407
 KA0407  HISTORY     - Date     Condition        Report By
 KA0407  HISTORY     - 1949     MONUMENTED       CGS
 KA0407
 KA0407                          STATION DESCRIPTION
 KA0407
 KA0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0407'0.4 MI W FROM PARK.
 KA0407'0.35 MILE WEST ALONG GRAVEL ROAD FROM THE PARK SCHOOL AT PARK,
 KA0407'AT A T ROAD JUNCTION, 60 FEET SOUTHEAST AND ACROSS ROAD FROM THE
 KA0407'SOUTHEAST CORNER OF A ONE STORY FARM HOUSE, 53 FEET SOUTH OF THE
 KA0407'CENTER LINE OF THE ROAD EAST, 32 FEET SOUTH OF A FENCE CORNER,
 KA0407'21 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 1 FOOT WEST
 KA0407'OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 KA0407'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 KA0407'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0127 ***********************************************************************
 JA0127  DESIGNATION -  T 281
 JA0127  PID         -  JA0127
 JA0127  STATE/COUNTY-  IN/LAWRENCE
 JA0127  COUNTRY     -  US
 JA0127  USGS QUAD   -  BEDFORD EAST (2019)
 JA0127
 JA0127                         *CURRENT SURVEY CONTROL
 JA0127  ______________________________________________________________________
 JA0127* NAD 83(1986) POSITION- 38 51 03.     (N) 086 26 26.     (W)   SCALED
 JA0127* NAVD 88 ORTHO HEIGHT -   184.364 (meters)      604.87  (feet) ADJUSTED
 JA0127  ______________________________________________________________________
 JA0127  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 JA0127  DYNAMIC HEIGHT  -        184.249 (meters)      604.49  (feet) COMP
 JA0127  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JA0127
 JA0127  VERT ORDER      -  FIRST     CLASS II
 JA0127
 JA0127.The horizontal coordinates were scaled from a map and have
 JA0127.an estimated accuracy of +/- 6 seconds.
 JA0127
 JA0127.The orthometric height was determined by differential leveling and
 JA0127.adjusted by the NATIONAL GEODETIC SURVEY
 JA0127.in June 1991.
 JA0127
 JA0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0127.GEOID18 height accuracy estimate available here.
 JA0127
 JA0127.Click photographs - Photos may exist for this station.
 JA0127
 JA0127.The dynamic height is computed by dividing the NAVD 88
 JA0127.geopotential number by the normal gravity value computed on the
 JA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0127.degrees latitude (g = 980.6199 gals.).
 JA0127
 JA0127.The modeled gravity was interpolated from observed gravity values.
 JA0127
 JA0127;                    North         East    Units  Estimated Accuracy
 JA0127;SPC IN W     -   400,130.      955,800.      MT  (+/- 180 meters Scaled)
 JA0127
 JA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ485003(NAD 83)
 JA0127
 JA0127                          SUPERSEDED SURVEY CONTROL
 JA0127
 JA0127  NGVD 29 (??/??/92)  184.481  (m)          605.25   (f) ADJ UNCH    1 2
 JA0127
 JA0127.Superseded values are not recommended for survey control.
 JA0127
 JA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0127.See file dsdata.pdf to determine how the superseded data were derived.
 JA0127
 JA0127_MARKER: DB = BENCH MARK DISK
 JA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0127_STAMPING: T 281 1949
 JA0127_MARK LOGO: CGS
 JA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0127+STABILITY: SURFACE MOTION
 JA0127
 JA0127  HISTORY     - Date     Condition        Report By
 JA0127  HISTORY     - 1949     MONUMENTED       CGS
 JA0127  HISTORY     - 1967     GOOD             CGS
 JA0127
 JA0127                          STATION DESCRIPTION
 JA0127
 JA0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0127'2.5 MI SE FROM BEDFORD.
 JA0127'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0127'BEDFORD, THENCE ABOUT 1.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 JA0127'LEADING TO THE MUNICIPAL AIRPORT, AT THE JUNCTION OF THE BLACK
 JA0127'TOP ROAD AND A SIDE ROAD NORTHEAST, 190 FEET NORTHEAST OF THE
 JA0127'CENTER LINE OF THE BLACK TOP ROAD, 21 FEET NORTHWEST OF THE
 JA0127'CENTER LINE OF THE ROAD NORTHEAST, 3 FEET SOUTHEAST OF THE
 JA0127'SOUTH CORNER OF A LARGE BARN AND IN LINE WITH THE SOUTHWEST END
 JA0127'OF THE BARN, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JA0127'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD NORTHEAST AND SET IN THE
 JA0127'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0127
 JA0127                          STATION RECOVERY (1967)
 JA0127
 JA0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1230 ***********************************************************************
 JA1230  DESIGNATION -  T 282
 JA1230  PID         -  JA1230
 JA1230  STATE/COUNTY-  IN/POSEY
 JA1230  COUNTRY     -  US
 JA1230  USGS QUAD   -  SOLITUDE (2019)
 JA1230
 JA1230                         *CURRENT SURVEY CONTROL
 JA1230  ______________________________________________________________________
 JA1230* NAD 83(1986) POSITION- 38 03 22.     (N) 087 58 16.     (W)   SCALED
 JA1230* NAVD 88 ORTHO HEIGHT -   113.273 (meters)      371.63  (feet) ADJUSTED
 JA1230  ______________________________________________________________________
 JA1230  GEOID HEIGHT    -        -30.673 (meters)                     GEOID18
 JA1230  DYNAMIC HEIGHT  -        113.197 (meters)      371.38  (feet) COMP
 JA1230  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 JA1230
 JA1230  VERT ORDER      -  FIRST     CLASS II
 JA1230
 JA1230.The horizontal coordinates were scaled from a map and have
 JA1230.an estimated accuracy of +/- 6 seconds.
 JA1230
 JA1230.The orthometric height was determined by differential leveling and
 JA1230.adjusted by the NATIONAL GEODETIC SURVEY
 JA1230.in June 1991.
 JA1230
 JA1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1230.GEOID18 height accuracy estimate available here.
 JA1230
 JA1230.Click photographs - Photos may exist for this station.
 JA1230
 JA1230.The dynamic height is computed by dividing the NAVD 88
 JA1230.geopotential number by the normal gravity value computed on the
 JA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1230.degrees latitude (g = 980.6199 gals.).
 JA1230
 JA1230.The modeled gravity was interpolated from observed gravity values.
 JA1230
 JA1230;                    North         East    Units  Estimated Accuracy
 JA1230;SPC IN W     -   312,090.      822,090.      MT  (+/- 180 meters Scaled)
 JA1230
 JA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH148124(NAD 83)
 JA1230
 JA1230                          SUPERSEDED SURVEY CONTROL
 JA1230
 JA1230  NGVD 29 (??/??/92)  113.391  (m)          372.02   (f) ADJ UNCH    1 2
 JA1230
 JA1230.Superseded values are not recommended for survey control.
 JA1230
 JA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1230.See file dsdata.pdf to determine how the superseded data were derived.
 JA1230
 JA1230_MARKER: DB = BENCH MARK DISK
 JA1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1230_SP_SET: BRIDGE
 JA1230_STAMPING: T 282 1954
 JA1230_MARK LOGO: CGS
 JA1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1230
 JA1230  HISTORY     - Date     Condition        Report By
 JA1230  HISTORY     - 1954     MONUMENTED       CGS
 JA1230
 JA1230                          STATION DESCRIPTION
 JA1230
 JA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1230'6.7 MI SW FROM NEW HARMONY.
 JA1230'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1230'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1230'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1230'THENCE ABOUT 1.9 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD,
 JA1230'IN THE TOP OF THE EAST WING WALL OF THE NORTHEAST ABUTMENT OF A
 JA1230'24-FOOT BRIDGE, 11 FEET SOUTHEAST OF CENTER LINE OF ROAD, 1 FOOT
 JA1230'SOUTHEAST OF NORTHEAST END OF SOUTHEAST BRIDGE RAILING AND ABOUT
 JA1230'1/2 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1174 ***********************************************************************
 JA1174  DESIGNATION -  T 283
 JA1174  PID         -  JA1174
 JA1174  STATE/COUNTY-  IN/GIBSON
 JA1174  COUNTRY     -  US
 JA1174  USGS QUAD   -  KEENSBURG (2018)
 JA1174
 JA1174                         *CURRENT SURVEY CONTROL
 JA1174  ______________________________________________________________________
 JA1174* NAD 83(1986) POSITION- 38 21 56.4    (N) 087 47 14.5    (W)   HD_HELD2
 JA1174* NAVD 88 ORTHO HEIGHT -   119.906 (meters)      393.39  (feet) ADJUSTED
 JA1174  ______________________________________________________________________
 JA1174  GEOID HEIGHT    -        -31.221 (meters)                     GEOID18
 JA1174  DYNAMIC HEIGHT  -        119.829 (meters)      393.14  (feet) COMP
 JA1174  MODELED GRAVITY -    979,986.8   (mgal)                       NAVD 88
 JA1174
 JA1174  VERT ORDER      -  FIRST     CLASS II
 JA1174
 JA1174.The horizontal coordinates were established by autonomous hand held GPS
 JA1174.observations and have an estimated accuracy of +/- 10 meters.
 JA1174
 JA1174.The orthometric height was determined by differential leveling and
 JA1174.adjusted by the NATIONAL GEODETIC SURVEY
 JA1174.in June 1991.
 JA1174
 JA1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1174.GEOID18 height accuracy estimate available here.
 JA1174
 JA1174.Click photographs - Photos may exist for this station.
 JA1174
 JA1174.The dynamic height is computed by dividing the NAVD 88
 JA1174.geopotential number by the normal gravity value computed on the
 JA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1174.degrees latitude (g = 980.6199 gals.).
 JA1174
 JA1174.The modeled gravity was interpolated from observed gravity values.
 JA1174
 JA1174;                    North         East    Units  Estimated Accuracy
 JA1174;SPC IN W     -   346,316.      838,474.      MT  (+/- 10 meters HH2 GPS)
 JA1174
 JA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3121546681(NAD 83)
 JA1174
 JA1174                          SUPERSEDED SURVEY CONTROL
 JA1174
 JA1174  NGVD 29 (??/??/92)  120.041  (m)          393.83   (f) ADJ UNCH    1 2
 JA1174
 JA1174.Superseded values are not recommended for survey control.
 JA1174
 JA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1174.See file dsdata.pdf to determine how the superseded data were derived.
 JA1174
 JA1174_MARKER: DB = BENCH MARK DISK
 JA1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1174_SP_SET: BRIDGE
 JA1174_STAMPING: T 283 1954
 JA1174_MARK LOGO: CGS
 JA1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1174
 JA1174  HISTORY     - Date     Condition        Report By
 JA1174  HISTORY     - 1954     MONUMENTED       CGS
 JA1174  HISTORY     - 1979     GOOD             LOCSUR
 JA1174  HISTORY     - 20101117 GOOD             GEOCAC
 JA1174
 JA1174                          STATION DESCRIPTION
 JA1174
 JA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1174'2.8 MI SW FROM MT CARMEL.
 JA1174'ABOUT 2.8 MILES SOUTHWEST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1174'OF WABASH RIVER FROM THE STATE HIGHWAY 64 BRIDGE OVER ROAD AND
 JA1174'WABASH RIVER OPPOSITE MT. CARMEL, ILLINOIS, AT THE BRIDGE OF
 JA1174'ILLINOIS CENTRAL RAILROAD OVER ROAD AND WABASH RIVER, SET
 JA1174'VERTICALLY IN EAST FACE OF THE SOUTH-MOST CONCRETE PIER OF
 JA1174'BRIDGE (PIER IS THE FIRST ONE ON BANK OF RIVER - REMAINDER OF
 JA1174'BRIDGE STRUCTURE TO THE SOUTH IS WOODEN PILING), 26 FEET SOUTH
 JA1174'OF CENTER LINE OF ROAD PASSING UNDER BRIDGE AND ABOUT 4 FEET ABOVE
 JA1174'GROUND.
 JA1174
 JA1174                          STATION RECOVERY (1979)
 JA1174
 JA1174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 JA1174'RECOVERED IN GOOD CONDITION.
 JA1174
 JA1174                          STATION RECOVERY (2010)
 JA1174
 JA1174'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1174'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1153 ***********************************************************************
 JA1153  DESIGNATION -  T 284
 JA1153  PID         -  JA1153
 JA1153  STATE/COUNTY-  IN/KNOX
 JA1153  COUNTRY     -  US
 JA1153  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1153
 JA1153                         *CURRENT SURVEY CONTROL
 JA1153  ______________________________________________________________________
 JA1153* NAD 83(1986) POSITION- 38 28 55.     (N) 087 42 15.     (W)   SCALED
 JA1153* NAVD 88 ORTHO HEIGHT -   121.517 (meters)      398.68  (feet) ADJUSTED
 JA1153  ______________________________________________________________________
 JA1153  GEOID HEIGHT    -        -31.362 (meters)                     GEOID18
 JA1153  DYNAMIC HEIGHT  -        121.441 (meters)      398.43  (feet) COMP
 JA1153  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JA1153
 JA1153  VERT ORDER      -  FIRST     CLASS II
 JA1153
 JA1153.The horizontal coordinates were scaled from a map and have
 JA1153.an estimated accuracy of +/- 6 seconds.
 JA1153
 JA1153.The orthometric height was determined by differential leveling and
 JA1153.adjusted by the NATIONAL GEODETIC SURVEY
 JA1153.in June 1991.
 JA1153
 JA1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1153.GEOID18 height accuracy estimate available here.
 JA1153
 JA1153.Click photographs - Photos may exist for this station.
 JA1153
 JA1153.The dynamic height is computed by dividing the NAVD 88
 JA1153.geopotential number by the normal gravity value computed on the
 JA1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1153.degrees latitude (g = 980.6199 gals.).
 JA1153
 JA1153.The modeled gravity was interpolated from observed gravity values.
 JA1153
 JA1153;                    North         East    Units  Estimated Accuracy
 JA1153;SPC IN W     -   359,170.      845,830.      MT  (+/- 180 meters Scaled)
 JA1153
 JA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH385595(NAD 83)
 JA1153
 JA1153                          SUPERSEDED SURVEY CONTROL
 JA1153
 JA1153  NGVD 29 (??/??/92)  121.652  (m)          399.12   (f) ADJ UNCH    1 2
 JA1153
 JA1153.Superseded values are not recommended for survey control.
 JA1153
 JA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1153.See file dsdata.pdf to determine how the superseded data were derived.
 JA1153
 JA1153_MARKER: DB = BENCH MARK DISK
 JA1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1153_STAMPING: T 284 1954
 JA1153_MARK LOGO: CGS
 JA1153_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1153+STABILITY: SURFACE MOTION
 JA1153
 JA1153  HISTORY     - Date     Condition        Report By
 JA1153  HISTORY     - 1954     MONUMENTED       CGS
 JA1153
 JA1153                          STATION DESCRIPTION
 JA1153
 JA1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1153'7.8 MI NE FROM MT CARMEL.
 JA1153'ABOUT 7.75 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1153'LEFT BANK OF WABASH RIVER FROM FERRY LANDING OPPOSITE MT. CARMEL,
 JA1153'ILLINOIS, 29 FEET SOUTHEAST OF CENTER LINE OF ROAD, 117 FEET
 JA1153'SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF A ROAD LEADING SOUTHEAST,
 JA1153'85 FEET SOUTHWEST OF CENTER LINE OF ROAD SOUTHEAST, 38 FEET
 JA1153'SOUTHWEST OF SOUTHEAST END OF A 48-INCH METAL PIPE CULVERT UNDER
 JA1153'ROAD, 12 FEET SOUTHWEST OF A LONE 18-INCH BLACK WALNUT TREE,
 JA1153'9 FEET NORTHEAST OF A TRIANGULAR BLAZED 30-INCH ELM TREE, 2 FEET
 JA1153'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JA1153'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1153'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1164 ***********************************************************************
 JA1164  DESIGNATION -  T 285
 JA1164  PID         -  JA1164
 JA1164  STATE/COUNTY-  IN/GIBSON
 JA1164  COUNTRY     -  US
 JA1164  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1164
 JA1164                         *CURRENT SURVEY CONTROL
 JA1164  ______________________________________________________________________
 JA1164* NAD 83(1986) POSITION- 38 24 27.     (N) 087 44 38.     (W)   SCALED
 JA1164* NAVD 88 ORTHO HEIGHT -   119.317 (meters)      391.46  (feet) ADJUSTED
 JA1164  ______________________________________________________________________
 JA1164  GEOID HEIGHT    -        -31.291 (meters)                     GEOID18
 JA1164  DYNAMIC HEIGHT  -        119.241 (meters)      391.21  (feet) COMP
 JA1164  MODELED GRAVITY -    979,990.2   (mgal)                       NAVD 88
 JA1164
 JA1164  VERT ORDER      -  FIRST     CLASS II
 JA1164
 JA1164.The horizontal coordinates were scaled from a map and have
 JA1164.an estimated accuracy of +/- 6 seconds.
 JA1164
 JA1164.The orthometric height was determined by differential leveling and
 JA1164.adjusted by the NATIONAL GEODETIC SURVEY
 JA1164.in June 1991.
 JA1164
 JA1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1164.GEOID18 height accuracy estimate available here.
 JA1164
 JA1164.Click photographs - Photos may exist for this station.
 JA1164
 JA1164.The dynamic height is computed by dividing the NAVD 88
 JA1164.geopotential number by the normal gravity value computed on the
 JA1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1164.degrees latitude (g = 980.6199 gals.).
 JA1164
 JA1164.The modeled gravity was interpolated from observed gravity values.
 JA1164
 JA1164;                    North         East    Units  Estimated Accuracy
 JA1164;SPC IN W     -   350,930.      842,310.      MT  (+/- 180 meters Scaled)
 JA1164
 JA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH350512(NAD 83)
 JA1164
 JA1164                          SUPERSEDED SURVEY CONTROL
 JA1164
 JA1164  NGVD 29 (??/??/92)  119.454  (m)          391.91   (f) ADJ UNCH    1 2
 JA1164
 JA1164.Superseded values are not recommended for survey control.
 JA1164
 JA1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1164.See file dsdata.pdf to determine how the superseded data were derived.
 JA1164
 JA1164_MARKER: DB = BENCH MARK DISK
 JA1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1164_STAMPING: T 285 1954
 JA1164_MARK LOGO: CGS
 JA1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1164+STABILITY: SURFACE MOTION
 JA1164
 JA1164  HISTORY     - Date     Condition        Report By
 JA1164  HISTORY     - 1954     MONUMENTED       CGS
 JA1164
 JA1164                          STATION DESCRIPTION
 JA1164
 JA1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1164'NEAR MT CARMEL.
 JA1164'ON THE LEFT BANK OF WABASH RIVER, OPPOSITE MT. CARMEL, ILLINOIS,
 JA1164'AT THE DEAD END OF AN EAST-WEST GRAVEL ROAD, AT A POINT ABOUT MIDWAY
 JA1164'(ABOUT 0.6 MILE) FROM THE MOUTHS OF WHITE RIVER AND PATOKA RIVER,
 JA1164'ABOUT 0.1 MILE WEST OF A FARM HOUSE LOCATED ON SOUTH SIDE OF ROAD
 JA1164'LEADING EAST, 14 1/2 FEET WEST OF CENTER LINE OF A DIM ROAD
 JA1164'PARALLELING THE RIVER, 16 FEET WEST OF CENTER OF JUNCTION OF
 JA1164'DIM ROAD AND ROAD EAST, 10 FEET NORTHEAST OF A 20-INCH HACKBERRY
 JA1164'TREE WHICH IS IN A FENCE LINE, 8 FEET NORTH OF A FENCE LINE, 2
 JA1164'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 JA1164'A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- TO REACH THE MARK
 JA1164'FROM THE SOUTHEAST END OF STATE HIGHWAY 64 BRIDGE OVER WABASH RIVER AT
 JA1164'MT. CARMEL, ILLINOIS, GO ABOUT 0.4 MILE SOUTHEAST ALONG HIGHWAY
 JA1164'64, THENCE ABOUT 0.85 MILE NORTHEAST, THENCE ABOUT 0.9 MILE
 JA1164'NORTH, THENCE ABOUT 0.8 MILE WEST ALONG GRAVEL ROADS TO THE LEFT
 JA1164'BANK OF RIVER AND MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1200 ***********************************************************************
 LB1200  DESIGNATION -  T 29
 LB1200  PID         -  LB1200
 LB1200  STATE/COUNTY-  IN/PULASKI
 LB1200  COUNTRY     -  US
 LB1200  USGS QUAD   -  FRANCESVILLE (2019)
 LB1200
 LB1200                         *CURRENT SURVEY CONTROL
 LB1200  ______________________________________________________________________
 LB1200* NAD 83(1986) POSITION- 40 59 03.     (N) 086 52 57.     (W)   SCALED
 LB1200* NAVD 88 ORTHO HEIGHT -   207.602 (meters)      681.11  (feet) ADJUSTED
 LB1200  ______________________________________________________________________
 LB1200  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 LB1200  DYNAMIC HEIGHT  -        207.510 (meters)      680.81  (feet) COMP
 LB1200  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 LB1200
 LB1200  VERT ORDER      -  SECOND    CLASS 0
 LB1200
 LB1200.The horizontal coordinates were scaled from a map and have
 LB1200.an estimated accuracy of +/- 6 seconds.
 LB1200
 LB1200.The orthometric height was determined by differential leveling and
 LB1200.adjusted by the NATIONAL GEODETIC SURVEY
 LB1200.in June 1991.
 LB1200
 LB1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1200.GEOID18 height accuracy estimate available here.
 LB1200
 LB1200.Click photographs - Photos may exist for this station.
 LB1200
 LB1200.The dynamic height is computed by dividing the NAVD 88
 LB1200.geopotential number by the normal gravity value computed on the
 LB1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1200.degrees latitude (g = 980.6199 gals.).
 LB1200
 LB1200.The modeled gravity was interpolated from observed gravity values.
 LB1200
 LB1200;                    North         East    Units  Estimated Accuracy
 LB1200;SPC IN W     -   636,820.      916,900.      MT  (+/- 180 meters Scaled)
 LB1200
 LB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL098370(NAD 83)
 LB1200
 LB1200                          SUPERSEDED SURVEY CONTROL
 LB1200
 LB1200  NGVD 29 (??/??/92)  207.699  (m)          681.43   (f) ADJ UNCH    2 0
 LB1200
 LB1200.Superseded values are not recommended for survey control.
 LB1200
 LB1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1200.See file dsdata.pdf to determine how the superseded data were derived.
 LB1200
 LB1200_MARKER: DB = BENCH MARK DISK
 LB1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1200_STAMPING: T 29 1934
 LB1200_MARK LOGO: CGS
 LB1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1200+STABILITY: SURFACE MOTION
 LB1200
 LB1200  HISTORY     - Date     Condition        Report By
 LB1200  HISTORY     - 1934     MONUMENTED       CGS
 LB1200  HISTORY     - 1946     POOR             CGS
 LB1200
 LB1200                          STATION DESCRIPTION
 LB1200
 LB1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1200'AT FRANCESVILLE.
 LB1200'AT FRANCESVILLE, PULASKI COUNTY, ALONG THE MICHIGAN CITY BRANCH
 LB1200'OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, IN THE
 LB1200'NORTHWEST CORNER OF THE INTERSECTION OF THE FIRST STREET SOUTH
 LB1200'OF THE STATION, 58 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LB1200'STATION, 34.3 FEET EAST OF THE CENTERLINE OF A GRAVEL STREET, 28.4
 LB1200'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 26.1 FEET NORTH
 LB1200'OF THE CENTERLINE OF THE FIRST STREET SOUTH OF THE STATION,
 LB1200'1/2 FOOT LOWER THAN THE TRACK, AND LEVEL WITH THE GROUND.  A
 LB1200'STANDARD DISK, STAMPED T 29 1934 AND SET IN THE TOP OF A CONCRETE
 LB1200'POST.  NOTE-- THE DISK HAS BEEN SLIGHTLY DAMAGED WITH SOME SHARP
 LB1200'INSTRUMENT AND THE CONCRETE IS CHIPPED AWAY FROM THE DISK ON ONE
 LB1200'SIDE.  THE POST APPEARS STABLE AND THE DISK IS STILL WELL IN
 LB1200'PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1291 ***********************************************************************
 JA1291  DESIGNATION -  T 292
 JA1291  PID         -  JA1291
 JA1291  STATE/COUNTY-  IN/SULLIVAN
 JA1291  COUNTRY     -  US
 JA1291  USGS QUAD   -  HEATHSVILLE (2018)
 JA1291
 JA1291                         *CURRENT SURVEY CONTROL
 JA1291  ______________________________________________________________________
 JA1291* NAD 83(1986) POSITION- 38 56 59.     (N) 087 30 17.     (W)   SCALED
 JA1291* NAVD 88 ORTHO HEIGHT -   131.009 (meters)      429.82  (feet) ADJUSTED
 JA1291  ______________________________________________________________________
 JA1291  GEOID HEIGHT    -        -32.034 (meters)                     GEOID18
 JA1291  DYNAMIC HEIGHT  -        130.931 (meters)      429.56  (feet) COMP
 JA1291  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 JA1291
 JA1291  VERT ORDER      -  FIRST     CLASS II
 JA1291
 JA1291.The horizontal coordinates were scaled from a map and have
 JA1291.an estimated accuracy of +/- 6 seconds.
 JA1291
 JA1291.The orthometric height was determined by differential leveling and
 JA1291.adjusted by the NATIONAL GEODETIC SURVEY
 JA1291.in June 1991.
 JA1291
 JA1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1291.GEOID18 height accuracy estimate available here.
 JA1291
 JA1291.Click photographs - Photos may exist for this station.
 JA1291
 JA1291.The dynamic height is computed by dividing the NAVD 88
 JA1291.geopotential number by the normal gravity value computed on the
 JA1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1291.degrees latitude (g = 980.6199 gals.).
 JA1291
 JA1291.The modeled gravity was interpolated from observed gravity values.
 JA1291
 JA1291;                    North         East    Units  Estimated Accuracy
 JA1291;SPC IN W     -   411,000.      863,470.      MT  (+/- 180 meters Scaled)
 JA1291
 JA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ562113(NAD 83)
 JA1291
 JA1291                          SUPERSEDED SURVEY CONTROL
 JA1291
 JA1291  NGVD 29 (??/??/92)  131.141  (m)          430.25   (f) ADJ UNCH    1 2
 JA1291
 JA1291.Superseded values are not recommended for survey control.
 JA1291
 JA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1291.See file dsdata.pdf to determine how the superseded data were derived.
 JA1291
 JA1291_MARKER: DB = BENCH MARK DISK
 JA1291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1291_SP_SET: BOX CULVERT HEADWALL
 JA1291_STAMPING: T 292 1956
 JA1291_MARK LOGO: CGS
 JA1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1291+STABILITY: SURFACE MOTION
 JA1291
 JA1291  HISTORY     - Date     Condition        Report By
 JA1291  HISTORY     - 1956     MONUMENTED       CGS
 JA1291
 JA1291                          STATION DESCRIPTION
 JA1291
 JA1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1291'8.8 MI W FROM CARLISLE.
 JA1291'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION
 JA1291'OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 1.5 MILES SOUTH
 JA1291'ALONG A GRAVEL ROAD, THENCE ABOUT 0.3 MILE EAST ALONG A GRAVEL
 JA1291'ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG A GRAVEL ROAD, IN SECTION
 JA1291'22, T.6 N., R.10 W., ABOUT 0.45 MILE NORTH OF A BRIDGE OVER
 JA1291'HOBBS SLOUGH, 260 FEET SOUTH OF CENTER OF A RIGHT ANGLE TURN IN
 JA1291'ROAD WITH TANGENTS EXTENDING SOUTH AND EAST, IN THE TOP OF THE
 JA1291'EAST CONCRETE HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER
 JA1291'ROAD, 11 1/2 FEET EAST OF CENTER LINE OF ROAD, 2 FEET SOUTH OF
 JA1291'NORTH END OF HEAD WALL AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1278 ***********************************************************************
 KA1278  DESIGNATION -  T 293
 KA1278  PID         -  KA1278
 KA1278  STATE/COUNTY-  IN/VIGO
 KA1278  COUNTRY     -  US
 KA1278  USGS QUAD   -  HUTTON (2019)
 KA1278
 KA1278                         *CURRENT SURVEY CONTROL
 KA1278  ______________________________________________________________________
 KA1278* NAD 83(1986) POSITION- 39 18 48.     (N) 087 36 02.     (W)   SCALED
 KA1278* NAVD 88 ORTHO HEIGHT -   137.795 (meters)      452.08  (feet) ADJUSTED
 KA1278  ______________________________________________________________________
 KA1278  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 KA1278  DYNAMIC HEIGHT  -        137.716 (meters)      451.82  (feet) COMP
 KA1278  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA1278
 KA1278  VERT ORDER      -  FIRST     CLASS II
 KA1278
 KA1278.The horizontal coordinates were scaled from a map and have
 KA1278.an estimated accuracy of +/- 6 seconds.
 KA1278
 KA1278.The orthometric height was determined by differential leveling and
 KA1278.adjusted by the NATIONAL GEODETIC SURVEY
 KA1278.in June 1991.
 KA1278
 KA1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1278.GEOID18 height accuracy estimate available here.
 KA1278
 KA1278.Click photographs - Photos may exist for this station.
 KA1278
 KA1278.The dynamic height is computed by dividing the NAVD 88
 KA1278.geopotential number by the normal gravity value computed on the
 KA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1278.degrees latitude (g = 980.6199 gals.).
 KA1278
 KA1278.The modeled gravity was interpolated from observed gravity values.
 KA1278
 KA1278;                    North         East    Units  Estimated Accuracy
 KA1278;SPC IN W     -   451,410.      855,400.      MT  (+/- 180 meters Scaled)
 KA1278
 KA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ482517(NAD 83)
 KA1278
 KA1278                          SUPERSEDED SURVEY CONTROL
 KA1278
 KA1278  NGVD 29 (??/??/92)  137.906  (m)          452.45   (f) ADJ UNCH    1 2
 KA1278
 KA1278.Superseded values are not recommended for survey control.
 KA1278
 KA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1278.See file dsdata.pdf to determine how the superseded data were derived.
 KA1278
 KA1278_MARKER: DB = BENCH MARK DISK
 KA1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1278_STAMPING: T 293 1956
 KA1278_MARK LOGO: CGS
 KA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1278+STABILITY: SURFACE MOTION
 KA1278
 KA1278  HISTORY     - Date     Condition        Report By
 KA1278  HISTORY     - 1956     MONUMENTED       CGS
 KA1278  HISTORY     - 1969     GOOD             CGS
 KA1278
 KA1278                          STATION DESCRIPTION
 KA1278
 KA1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1278'3.8 MI NE FROM DARWIN.
 KA1278'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1278'FROM FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1278'CLARK COUNTY, ILLINOIS, THENCE ABOUT 2.25 MILES NORTH ALONG A
 KA1278'GRAVEL ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, IN
 KA1278'SECTION 14, T. 10 N. R. 11 W., AT A CURVE IN THE MAIN ROAD WITH
 KA1278'TANGENTS EXTENDING NORTH AND EAST AND AT THE JUNCTION OF A DIM ROAD
 KA1278'WHICH EXTENDS WEST TO RIVER LEVEE, 22 FEET SOUTH OF CENTER LINE OF
 KA1278'ROAD EAST, 99 FEET EAST-NORTHEAST AND ACROSS A DRIVE FROM THE
 KA1278'NORTHEAST CORNER OF ARRON BLOCKINGER RESIDENCE, 84 FEET WEST OF
 KA1278'NORTHWEST CORNER OF A CORN CRIB, 26 FEET SOUTHEAST OF CENTER OF
 KA1278'ROAD JUNCTION, 14 FEET EAST OF CENTER LINE OF A DRIVE SOUTH, 3
 KA1278'FEET SOUTH OF POWER POLE NO. FW-T/106 WITH A TRANSFORMER, 2 FEET
 KA1278'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 KA1278'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KA1278
 KA1278                          STATION RECOVERY (1969)
 KA1278
 KA1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0675 ***********************************************************************
 KA0675  DESIGNATION -  T 3
 KA0675  PID         -  KA0675
 KA0675  STATE/COUNTY-  IN/HENDRICKS
 KA0675  COUNTRY     -  US
 KA0675  USGS QUAD   -  DANVILLE (2019)
 KA0675
 KA0675                         *CURRENT SURVEY CONTROL
 KA0675  ______________________________________________________________________
 KA0675* NAD 83(1986) POSITION- 39 45 08.     (N) 086 31 15.     (W)   SCALED
 KA0675* NAVD 88 ORTHO HEIGHT -   278.646 (meters)      914.19  (feet) ADJUSTED
 KA0675  ______________________________________________________________________
 KA0675  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 KA0675  DYNAMIC HEIGHT  -        278.493 (meters)      913.69  (feet) COMP
 KA0675  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 KA0675
 KA0675  VERT ORDER      -  FIRST     CLASS II
 KA0675
 KA0675.The horizontal coordinates were scaled from a map and have
 KA0675.an estimated accuracy of +/- 6 seconds.
 KA0675
 KA0675.The orthometric height was determined by differential leveling and
 KA0675.adjusted by the NATIONAL GEODETIC SURVEY
 KA0675.in June 1991.
 KA0675
 KA0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0675.GEOID18 height accuracy estimate available here.
 KA0675
 KA0675.Click photographs - Photos may exist for this station.
 KA0675
 KA0675.The dynamic height is computed by dividing the NAVD 88
 KA0675.geopotential number by the normal gravity value computed on the
 KA0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0675.degrees latitude (g = 980.6199 gals.).
 KA0675
 KA0675.The modeled gravity was interpolated from observed gravity values.
 KA0675
 KA0675;                    North         East    Units  Estimated Accuracy
 KA0675;SPC IN W     -   500,160.      948,210.      MT  (+/- 180 meters Scaled)
 KA0675
 KA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK410003(NAD 83)
 KA0675
 KA0675                          SUPERSEDED SURVEY CONTROL
 KA0675
 KA0675  NGVD 29 (??/??/92)  278.760  (m)          914.57   (f) ADJ UNCH    1 2
 KA0675
 KA0675.Superseded values are not recommended for survey control.
 KA0675
 KA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0675.See file dsdata.pdf to determine how the superseded data were derived.
 KA0675
 KA0675_MARKER: DB = BENCH MARK DISK
 KA0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0675_STAMPING: 914.538 T 3
 KA0675_MARK LOGO: CGS
 KA0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0675+STABILITY: SURFACE MOTION
 KA0675
 KA0675  HISTORY     - Date     Condition        Report By
 KA0675  HISTORY     - 1916     MONUMENTED       CGS
 KA0675  HISTORY     - 1946     GOOD             CGS
 KA0675  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0675  HISTORY     - 20071226 MARK NOT FOUND   GEOCAC
 KA0675
 KA0675                          STATION DESCRIPTION
 KA0675
 KA0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0675'AT DANVILLE.
 KA0675'AT DANVILLE, ON THE NEW YORK CENTRAL RAILROAD, 112 FEET EAST OF
 KA0675'THE SOUTHEAST CORNER OF THE STATION, 42 FEET NORTHEAST OF POLE
 KA0675'19/15, 29.5 FEET WEST OF THE NORTHWEST PIER OF A CONCRETE HIGHWAY
 KA0675'OVERPASS, 29 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT
 KA0675'3 FEET HIGHER THAN THE TRACK.
 KA0675
 KA0675                          STATION RECOVERY (1985)
 KA0675
 KA0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0675'MARK NOT FOUND.
 KA0675
 KA0675                          STATION RECOVERY (2007)
 KA0675
 KA0675'RECOVERY NOTE BY GEOCACHING 2007 (BMC)
 KA0675'THE TRACKS HAVE BEEN LOWERED TO ACCOMMODATE HIGHER TRAIN CARS. THE
 KA0675'BRIDGE WAS REPLACED IN 2007, AND THE TO REACH PUTS THE STATION AT WHAT
 KA0675'IS NOW THE NW SLOPE OF THE BRIDGE SHOULDER CURTAIN, WHICH WAS
 KA0675'EXCAVATED AND REGRADED. THE OLD RETAINING WALL WAS UNCOVERED, THEN
 KA0675'REBURIED. THE STATION MAY BE BURIED.  THE STATION WAS SEARCHED FOR 0.5
 KA0675'MAN HOURS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1802 ***********************************************************************
 KA1802  DESIGNATION -  T 3
 KA1802  PID         -  KA1802
 KA1802  STATE/COUNTY-  IN/SULLIVAN
 KA1802  COUNTRY     -  US
 KA1802  USGS QUAD   -  HYMERA (2019)
 KA1802
 KA1802                         *CURRENT SURVEY CONTROL
 KA1802  ______________________________________________________________________
 KA1802* NAD 83(1997) POSITION- 39 11 14.34537(N) 087 18 06.00005(W)   ADJUSTED
 KA1802* NAVD 88 ORTHO HEIGHT -   159.73  (+/-2cm)      524.0   (feet) VERTCON3
 KA1802  ______________________________________________________________________
 KA1802  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KA1802  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 KA1802  HORZ ORDER      -  SECOND
 KA1802  VERT ORDER      -  THIRD ? (See Below)
 KA1802
 KA1802.The horizontal coordinates were established by classical geodetic methods
 KA1802.and adjusted by the National Geodetic Survey in May 1999.
 KA1802
 KA1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1802
 KA1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1802.GEOID18 height accuracy estimate available here.
 KA1802
 KA1802.The vertical order pertains to the NGVD 29 superseded value.
 KA1802
 KA1802.Click photographs - Photos may exist for this station.
 KA1802
 KA1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1802
 KA1802. The following values were computed from the NAD 83(1997) position.
 KA1802
 KA1802;                    North         East     Units Scale Factor Converg.
 KA1802;SPC IN W     -   437,313.858   881,137.157   MT  0.99997105   -0 08 16.6
 KA1802;SPC IN W     - 1,434,753.88  2,890,864.16   sFT  0.99997105   -0 08 16.6
 KA1802;UTM  16      - 4,337,607.152   473,947.144   MT  0.99960836   -0 11 26.2
 KA1802
 KA1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1802!SPC IN W     -   0.99998003  x   0.99997105  =   0.99995108
 KA1802!UTM  16      -   0.99998003  x   0.99960836  =   0.99958840
 KA1802
 KA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7394737607(NAD 83)
 KA1802
 KA1802                          SUPERSEDED SURVEY CONTROL
 KA1802
 KA1802  NAD 83(1986)-  39 11 14.35197(N)    087 18 05.99461(W) AD(       ) 2
 KA1802  NAD 27      -  39 11 14.20200(N)    087 18 05.93640(W) AD(       ) 2
 KA1802  NGVD 29             159.86   (m)          524.5    (f) LEVELING    3  
 KA1802
 KA1802.Superseded values are not recommended for survey control.
 KA1802
 KA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1802.See file dsdata.pdf to determine how the superseded data were derived.
 KA1802
 KA1802_MARKER: DB = BENCH MARK DISK
 KA1802_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1802_STAMPING: T 3 1939 524
 KA1802_MARK LOGO: USGS
 KA1802_PROJECTION: FLUSH
 KA1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1802
 KA1802  HISTORY     - Date     Condition        Report By
 KA1802  HISTORY     - 1939     MONUMENTED       USGS
 KA1802
 KA1802                          STATION DESCRIPTION
 KA1802
 KA1802'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FXP)
 KA1802'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE HYMERA GRADE
 KA1802'SCHOOL YARD, 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KA1802'SCHOOL BUILDING, 24 FEET NORTH OF BECKETT STREET, AND 21 FEET SOUTH
 KA1802'OF STATE STREET. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1802'DISK IS A STANDARD BRONZE USGS BM STAMPED T 3 1939 524.
 KA1802'
 KA1802'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HYMERA TO
 KA1802'THIS MARK. IT IS 49.443 METERS 162.21 FEET SOUTH OF TRIANGULATION
 KA1802'STATION HYMERA.
 KA1802'
 KA1802'TO REACH THE STATION FROM THE POST OFFICE IN HYMERA, GO EAST ON STATE
 KA1802'HIGHWAY 48 FOR 1 BLOCK, HERE TURN LEFT AND GO 1 BLOCK TO THE
 KA1802'HYMERA GRADE SCHOOL ON THE LEFT AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0294 ***********************************************************************
 MD0294  DESIGNATION -  T 305
 MD0294  PID         -  MD0294
 MD0294  STATE/COUNTY-  IN/ALLEN
 MD0294  COUNTRY     -  US
 MD0294  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0294
 MD0294                         *CURRENT SURVEY CONTROL
 MD0294  ______________________________________________________________________
 MD0294* NAD 83(1986) POSITION- 41 09 14.     (N) 084 51 43.     (W)   SCALED
 MD0294* NAVD 88 ORTHO HEIGHT -   227.457 (meters)      746.25  (feet) ADJUSTED
 MD0294  ______________________________________________________________________
 MD0294  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 MD0294  DYNAMIC HEIGHT  -        227.366 (meters)      745.95  (feet) COMP
 MD0294  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 MD0294
 MD0294  VERT ORDER      -  SECOND    CLASS 0
 MD0294
 MD0294.The horizontal coordinates were scaled from a map and have
 MD0294.an estimated accuracy of +/- 6 seconds.
 MD0294
 MD0294.The orthometric height was determined by differential leveling and
 MD0294.adjusted by the NATIONAL GEODETIC SURVEY
 MD0294.in June 1991.
 MD0294
 MD0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0294.GEOID18 height accuracy estimate available here.
 MD0294
 MD0294.Click photographs - Photos may exist for this station.
 MD0294
 MD0294.The dynamic height is computed by dividing the NAVD 88
 MD0294.geopotential number by the normal gravity value computed on the
 MD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0294.degrees latitude (g = 980.6199 gals.).
 MD0294
 MD0294.The modeled gravity was interpolated from observed gravity values.
 MD0294
 MD0294;                    North         East    Units  Estimated Accuracy
 MD0294;SPC IN E     -   655,960.      167,550.      MT  (+/- 180 meters Scaled)
 MD0294
 MD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794580(NAD 83)
 MD0294
 MD0294                          SUPERSEDED SURVEY CONTROL
 MD0294
 MD0294  NGVD 29 (??/??/92)  227.597  (m)          746.71   (f) ADJ UNCH    2 0
 MD0294
 MD0294.Superseded values are not recommended for survey control.
 MD0294
 MD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0294.See file dsdata.pdf to determine how the superseded data were derived.
 MD0294
 MD0294_MARKER: DB = BENCH MARK DISK
 MD0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0294_STAMPING: T 305 1963
 MD0294_MARK LOGO: CGS
 MD0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0294+STABILITY: SURFACE MOTION
 MD0294
 MD0294  HISTORY     - Date     Condition        Report By
 MD0294  HISTORY     - 1963     MONUMENTED       CGS
 MD0294  HISTORY     - 1968     GOOD             CGS
 MD0294  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0294
 MD0294                          STATION DESCRIPTION
 MD0294
 MD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0294'6.5 MI SW FROM ANTWERP OHIO.
 MD0294'LOCATED 6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0294'OFFICE IN ANTWERP AND 3.1 MILES WEST OF THE OHIO-INDIANA STATE
 MD0294'LINE.  THE MARK IS ABOUT 450 FT. EAST NORTHEAST OF THE VILLA
 MD0294'MOTEL, 33.6 FT. SOUTHEAST OF THE CENTERLINE OF A PRIVATE
 MD0294'DRIVEWAY, 33.4 FT. NORTH OF U.S. HIGHWAY 24, 12.5 FT. SOUTH OF
 MD0294'A TELEPHONE POLE, 12 FT. SOUTH OF A SIGNBOARD AND 2.4 FT. NORTH
 MD0294'OF A WITNESS POST.  A STANDARD DISK, STAMPED T-305-1963, SET IN
 MD0294'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MD0294'8 INCHES ABOVE THE GROUND.
 MD0294
 MD0294                          STATION RECOVERY (2018)
 MD0294
 MD0294'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0294'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0085 ***********************************************************************
 JA0085  DESIGNATION -  T 309
 JA0085  PID         -  JA0085
 JA0085  STATE/COUNTY-  IN/ORANGE
 JA0085  COUNTRY     -  US
 JA0085  USGS QUAD   -  PAOLI (2019)
 JA0085
 JA0085                         *CURRENT SURVEY CONTROL
 JA0085  ______________________________________________________________________
 JA0085* NAD 83(1986) POSITION- 38 36 00.     (N) 086 27 14.     (W)   SCALED
 JA0085* NAVD 88 ORTHO HEIGHT -   193.294 (meters)      634.17  (feet) ADJUSTED
 JA0085  ______________________________________________________________________
 JA0085  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 JA0085  DYNAMIC HEIGHT  -        193.163 (meters)      633.74  (feet) COMP
 JA0085  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA0085
 JA0085  VERT ORDER      -  FIRST     CLASS II
 JA0085
 JA0085.The horizontal coordinates were scaled from a map and have
 JA0085.an estimated accuracy of +/- 6 seconds.
 JA0085
 JA0085.The orthometric height was determined by differential leveling and
 JA0085.adjusted by the NATIONAL GEODETIC SURVEY
 JA0085.in June 1991.
 JA0085
 JA0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0085.GEOID18 height accuracy estimate available here.
 JA0085
 JA0085.Click photographs - Photos may exist for this station.
 JA0085
 JA0085.The dynamic height is computed by dividing the NAVD 88
 JA0085.geopotential number by the normal gravity value computed on the
 JA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0085.degrees latitude (g = 980.6199 gals.).
 JA0085
 JA0085.The modeled gravity was interpolated from observed gravity values.
 JA0085
 JA0085;                    North         East    Units  Estimated Accuracy
 JA0085;SPC IN W     -   372,280.      954,830.      MT  (+/- 180 meters Scaled)
 JA0085
 JA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH475725(NAD 83)
 JA0085
 JA0085                          SUPERSEDED SURVEY CONTROL
 JA0085
 JA0085  NGVD 29 (??/??/92)  193.399  (m)          634.51   (f) ADJ UNCH    1 2
 JA0085
 JA0085.Superseded values are not recommended for survey control.
 JA0085
 JA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0085.See file dsdata.pdf to determine how the superseded data were derived.
 JA0085
 JA0085_MARKER: DB = BENCH MARK DISK
 JA0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0085_STAMPING: T 309 1965
 JA0085_MARK LOGO: CGS
 JA0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0085+STABILITY: SURFACE MOTION
 JA0085
 JA0085  HISTORY     - Date     Condition        Report By
 JA0085  HISTORY     - 1965     MONUMENTED       CGS
 JA0085
 JA0085                          STATION DESCRIPTION
 JA0085
 JA0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0085'3 MI N FROM PAOLI.
 JA0085'ABOUT 3.0 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0085'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, OR ABOUT 4.25 MILES
 JA0085'SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM
 JA0085'THE STATION AT ORLEANS, IN SECTION 19, T 2 N, R 1 E, 38 FEET
 JA0085'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE RAILROAD AND
 JA0085'A GRAVELED ROAD, 30 FEET EAST OF THE EAST RAIL, 15 FEET NORTH
 JA0085'OF THE GRAVELED ROAD, 3 FEET NORTHWEST OF A FENCE CORNER, 1.4
 JA0085'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JA0085'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 JA0085'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0715 ***********************************************************************
 LB0715  DESIGNATION -  T 31
 LB0715  PID         -  LB0715
 LB0715  STATE/COUNTY-  IN/CLINTON
 LB0715  COUNTRY     -  US
 LB0715  USGS QUAD   -  FRANKFORT (2019)
 LB0715
 LB0715                         *CURRENT SURVEY CONTROL
 LB0715  ______________________________________________________________________
 LB0715* NAD 83(1986) POSITION- 40 16 57.     (N) 086 32 27.     (W)   SCALED
 LB0715* NAVD 88 ORTHO HEIGHT -   260.774 (meters)      855.56  (feet) ADJUSTED
 LB0715  ______________________________________________________________________
 LB0715  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LB0715  DYNAMIC HEIGHT  -        260.638 (meters)      855.11  (feet) COMP
 LB0715  MODELED GRAVITY -    980,096.5   (mgal)                       NAVD 88
 LB0715
 LB0715  VERT ORDER      -  SECOND    CLASS 0
 LB0715
 LB0715.The horizontal coordinates were scaled from a map and have
 LB0715.an estimated accuracy of +/- 6 seconds.
 LB0715
 LB0715.The orthometric height was determined by differential leveling and
 LB0715.adjusted by the NATIONAL GEODETIC SURVEY
 LB0715.in June 1991.
 LB0715
 LB0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0715.GEOID18 height accuracy estimate available here.
 LB0715
 LB0715.Click photographs - Photos may exist for this station.
 LB0715
 LB0715.The dynamic height is computed by dividing the NAVD 88
 LB0715.geopotential number by the normal gravity value computed on the
 LB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0715.degrees latitude (g = 980.6199 gals.).
 LB0715
 LB0715.The modeled gravity was interpolated from observed gravity values.
 LB0715
 LB0715;                    North         East    Units  Estimated Accuracy
 LB0715;SPC IN W     -   559,030.      946,130.      MT  (+/- 180 meters Scaled)
 LB0715
 LB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390592(NAD 83)
 LB0715
 LB0715                          SUPERSEDED SURVEY CONTROL
 LB0715
 LB0715  NGVD 29 (??/??/92)  260.878  (m)          855.90   (f) ADJ UNCH    2 0
 LB0715
 LB0715.Superseded values are not recommended for survey control.
 LB0715
 LB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0715.See file dsdata.pdf to determine how the superseded data were derived.
 LB0715
 LB0715_MARKER: DB = BENCH MARK DISK
 LB0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0715_STAMPING: T 31 1934
 LB0715_MARK LOGO: CGS
 LB0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0715+STABILITY: SURFACE MOTION
 LB0715
 LB0715  HISTORY     - Date     Condition        Report By
 LB0715  HISTORY     - 1934     MONUMENTED       CGS
 LB0715  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0715
 LB0715                          STATION DESCRIPTION
 LB0715
 LB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0715'1.1 MI W FROM FRANKFORT.
 LB0715'1.1 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB0715'FROM THE STATION AT FRANKFORT, CLINTON COUNTY, 0.2 MILE EAST OF
 LB0715'MILEPOST S 236, AT THE CROSSING OF THE ST. LOUIS TO TOLEDO BRANCH,
 LB0715'34 YARDS WEST OF SECTION HOUSE 206+56, 20 YARDS EAST OF A RAILROAD
 LB0715'CROSSING-ONE-MILE SIGN, 18.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 LB0715'SANDUSKY TO PERORIA BRANCH, AND 17.8 FEET NORTH OF THE NORTH RAIL
 LB0715'OF THE ST. LOUIS TO TOLEDO BRANCH.  A STANDARD DISK, STAMPED
 LB0715'T 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB0715'ABOVE GROUND.
 LB0715
 LB0715                          STATION RECOVERY (1961)
 LB0715
 LB0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0385 ***********************************************************************
 JA0385  DESIGNATION -  T 310
 JA0385  PID         -  JA0385
 JA0385  STATE/COUNTY-  IN/CRAWFORD
 JA0385  COUNTRY     -  US
 JA0385  USGS QUAD   -  ENGLISH (2019)
 JA0385
 JA0385                         *CURRENT SURVEY CONTROL
 JA0385  ______________________________________________________________________
 JA0385* NAD 83(1986) POSITION- 38 22 08.     (N) 086 27 54.     (W)   SCALED
 JA0385* NAVD 88 ORTHO HEIGHT -   172.509 (meters)      565.97  (feet) ADJUSTED
 JA0385  ______________________________________________________________________
 JA0385  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 JA0385  DYNAMIC HEIGHT  -        172.387 (meters)      565.57  (feet) COMP
 JA0385  MODELED GRAVITY -    979,923.8   (mgal)                       NAVD 88
 JA0385
 JA0385  VERT ORDER      -  FIRST     CLASS II
 JA0385
 JA0385.The horizontal coordinates were scaled from a map and have
 JA0385.an estimated accuracy of +/- 6 seconds.
 JA0385
 JA0385.The orthometric height was determined by differential leveling and
 JA0385.adjusted by the NATIONAL GEODETIC SURVEY
 JA0385.in June 1991.
 JA0385
 JA0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0385.GEOID18 height accuracy estimate available here.
 JA0385
 JA0385.Click photographs - Photos may exist for this station.
 JA0385
 JA0385.The dynamic height is computed by dividing the NAVD 88
 JA0385.geopotential number by the normal gravity value computed on the
 JA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0385.degrees latitude (g = 980.6199 gals.).
 JA0385
 JA0385.The modeled gravity was interpolated from observed gravity values.
 JA0385
 JA0385;                    North         East    Units  Estimated Accuracy
 JA0385;SPC IN W     -   346,620.      954,040.      MT  (+/- 180 meters Scaled)
 JA0385
 JA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH467468(NAD 83)
 JA0385
 JA0385                          SUPERSEDED SURVEY CONTROL
 JA0385
 JA0385  NGVD 29 (??/??/92)  172.615  (m)          566.32   (f) ADJ UNCH    1 2
 JA0385
 JA0385.Superseded values are not recommended for survey control.
 JA0385
 JA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0385.See file dsdata.pdf to determine how the superseded data were derived.
 JA0385
 JA0385_MARKER: DB = BENCH MARK DISK
 JA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0385_STAMPING: T 310 1965
 JA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0385+STABILITY: SURFACE MOTION
 JA0385
 JA0385  HISTORY     - Date     Condition        Report By
 JA0385  HISTORY     - 1965     MONUMENTED       CGS
 JA0385
 JA0385                          STATION DESCRIPTION
 JA0385
 JA0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0385'2.5 MI N FROM ENGLISH.
 JA0385'2.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0385'ENGLISH, IN SECTION 1, T 2 S, R 1 W, 37 FEET WEST OF THE CENTER
 JA0385'LINE OF THE HIGHWAY, 11 FEET SOUTH FROM THE CENTER LINE OF A
 JA0385'GRAVEL ROAD LEADING WEST, 2 FEET WEST OF A TELEPHONE POLE, 1
 JA0385'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JA0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0820 ***********************************************************************
 JA0820  DESIGNATION -  T 311
 JA0820  PID         -  JA0820
 JA0820  STATE/COUNTY-  IN/DAVIESS
 JA0820  COUNTRY     -  US
 JA0820  USGS QUAD   -  MONTGOMERY (2019)
 JA0820
 JA0820                         *CURRENT SURVEY CONTROL
 JA0820  ______________________________________________________________________
 JA0820* NAD 83(1986) POSITION- 38 40 04.     (N) 087 01 31.     (W)   SCALED
 JA0820* NAVD 88 ORTHO HEIGHT -   151.559 (meters)      497.24  (feet) ADJUSTED
 JA0820  ______________________________________________________________________
 JA0820  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 JA0820  DYNAMIC HEIGHT  -        151.463 (meters)      496.92  (feet) COMP
 JA0820  MODELED GRAVITY -    979,989.8   (mgal)                       NAVD 88
 JA0820
 JA0820  VERT ORDER      -  FIRST     CLASS II
 JA0820
 JA0820.The horizontal coordinates were scaled from a map and have
 JA0820.an estimated accuracy of +/- 6 seconds.
 JA0820
 JA0820.The orthometric height was determined by differential leveling and
 JA0820.adjusted by the NATIONAL GEODETIC SURVEY
 JA0820.in June 1991.
 JA0820
 JA0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0820.GEOID18 height accuracy estimate available here.
 JA0820
 JA0820.Click photographs - Photos may exist for this station.
 JA0820
 JA0820.The dynamic height is computed by dividing the NAVD 88
 JA0820.geopotential number by the normal gravity value computed on the
 JA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0820.degrees latitude (g = 980.6199 gals.).
 JA0820
 JA0820.The modeled gravity was interpolated from observed gravity values.
 JA0820
 JA0820;                    North         East    Units  Estimated Accuracy
 JA0820;SPC IN W     -   379,620.      905,050.      MT  (+/- 180 meters Scaled)
 JA0820
 JA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH978799(NAD 83)
 JA0820
 JA0820                          SUPERSEDED SURVEY CONTROL
 JA0820
 JA0820  NGVD 29 (??/??/92)  151.688  (m)          497.66   (f) ADJ UNCH    1 2
 JA0820
 JA0820.Superseded values are not recommended for survey control.
 JA0820
 JA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0820.See file dsdata.pdf to determine how the superseded data were derived.
 JA0820
 JA0820_MARKER: DB = BENCH MARK DISK
 JA0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0820_SP_SET: BRIDGE
 JA0820_STAMPING: T 311 1965
 JA0820_MARK LOGO: CGS
 JA0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0820+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JA0820
 JA0820  HISTORY     - Date     Condition        Report By
 JA0820  HISTORY     - 1965     MONUMENTED       CGS
 JA0820  HISTORY     - 20221011 GOOD             INDOT
 JA0820
 JA0820                          STATION DESCRIPTION
 JA0820
 JA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0820'1 MI E FROM MONTGOMERY.
 JA0820'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0820'THE STATION AT MONTGOMERY, IN SECTION 25, T 3 N, R 6 W, 1 POLE
 JA0820'EAST OF MILEPOST 161-20, 3 FEET SOUTH OF THE SOUTH RAIL, SET IN
 JA0820'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A RAILROAD
 JA0820'BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 JA0820
 JA0820                          STATION RECOVERY (2022)
 JA0820
 JA0820'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0270 ***********************************************************************
 JA0270  DESIGNATION -  T 312
 JA0270  PID         -  JA0270
 JA0270  STATE/COUNTY-  IN/CRAWFORD
 JA0270  COUNTRY     -  US
 JA0270  USGS QUAD   -  MILLTOWN (2019)
 JA0270
 JA0270                         *CURRENT SURVEY CONTROL
 JA0270  ______________________________________________________________________
 JA0270* NAD 83(1986) POSITION- 38 21 55.     (N) 086 20 41.     (W)   SCALED
 JA0270* NAVD 88 ORTHO HEIGHT -   177.494 (meters)      582.33  (feet) ADJUSTED
 JA0270  ______________________________________________________________________
 JA0270  GEOID HEIGHT    -        -33.404 (meters)                     GEOID18
 JA0270  DYNAMIC HEIGHT  -        177.369 (meters)      581.92  (feet) COMP
 JA0270  MODELED GRAVITY -    979,923.1   (mgal)                       NAVD 88
 JA0270
 JA0270  VERT ORDER      -  FIRST     CLASS II
 JA0270
 JA0270.The horizontal coordinates were scaled from a map and have
 JA0270.an estimated accuracy of +/- 6 seconds.
 JA0270
 JA0270.The orthometric height was determined by differential leveling and
 JA0270.adjusted by the NATIONAL GEODETIC SURVEY
 JA0270.in June 1991.
 JA0270
 JA0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0270.GEOID18 height accuracy estimate available here.
 JA0270
 JA0270.Click photographs - Photos may exist for this station.
 JA0270
 JA0270.The dynamic height is computed by dividing the NAVD 88
 JA0270.geopotential number by the normal gravity value computed on the
 JA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0270.degrees latitude (g = 980.6199 gals.).
 JA0270
 JA0270.The modeled gravity was interpolated from observed gravity values.
 JA0270
 JA0270;                    North         East    Units  Estimated Accuracy
 JA0270;SPC IN W     -   346,300.      964,550.      MT  (+/- 180 meters Scaled)
 JA0270
 JA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH572465(NAD 83)
 JA0270
 JA0270                          SUPERSEDED SURVEY CONTROL
 JA0270
 JA0270  NGVD 29 (??/??/92)  177.609  (m)          582.71   (f) ADJ UNCH    1 2
 JA0270
 JA0270.Superseded values are not recommended for survey control.
 JA0270
 JA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0270.See file dsdata.pdf to determine how the superseded data were derived.
 JA0270
 JA0270_MARKER: DB = BENCH MARK DISK
 JA0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0270_SP_SET: BRIDGE
 JA0270_STAMPING: T 312 1965
 JA0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0270
 JA0270  HISTORY     - Date     Condition        Report By
 JA0270  HISTORY     - 1965     MONUMENTED       CGS
 JA0270  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0270
 JA0270                          STATION DESCRIPTION
 JA0270
 JA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0270'AT MARENGO.
 JA0270'AT MARENGO, 44 FEET WEST OF THE WEST CORNER OF THE SOUTHERN
 JA0270'RAILROAD STATION, 19 FEET WEST OF THE WEST RAIL, SET IN THE
 JA0270'CENTER OF THE TOP OF AN OLD STONE AND CONCRETE ABUTMENT OF AN
 JA0270'OLD BRIDGE OVER A CREEK, ABOUT 2 FEET BELOW THE LEVEL OF RAILS.
 JA0270
 JA0270                          STATION RECOVERY (2023)
 JA0270
 JA0270'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0270'THE BRIDGE HAS BEEN REPLACED WITH TWO METAL PIPES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1361 ***********************************************************************
 HZ1361  DESIGNATION -  T 313
 HZ1361  PID         -  HZ1361
 HZ1361  STATE/COUNTY-  IN/HARRISON
 HZ1361  COUNTRY     -  US
 HZ1361  USGS QUAD   -  GEORGETOWN (2019)
 HZ1361
 HZ1361                         *CURRENT SURVEY CONTROL
 HZ1361  ______________________________________________________________________
 HZ1361* NAD 83(1986) POSITION- 38 17 13.     (N) 085 59 56.     (W)   SCALED
 HZ1361* NAVD 88 ORTHO HEIGHT -   245.914 (meters)      806.80  (feet) ADJUSTED
 HZ1361  ______________________________________________________________________
 HZ1361  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 HZ1361  DYNAMIC HEIGHT  -        245.743 (meters)      806.24  (feet) COMP
 HZ1361  MODELED GRAVITY -    979,929.5   (mgal)                       NAVD 88
 HZ1361
 HZ1361  VERT ORDER      -  FIRST     CLASS II
 HZ1361
 HZ1361.The horizontal coordinates were scaled from a map and have
 HZ1361.an estimated accuracy of +/- 6 seconds.
 HZ1361
 HZ1361.The orthometric height was determined by differential leveling and
 HZ1361.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1361.in June 1991.
 HZ1361
 HZ1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1361.GEOID18 height accuracy estimate available here.
 HZ1361
 HZ1361.Click photographs - Photos may exist for this station.
 HZ1361
 HZ1361.The dynamic height is computed by dividing the NAVD 88
 HZ1361.geopotential number by the normal gravity value computed on the
 HZ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1361.degrees latitude (g = 980.6199 gals.).
 HZ1361
 HZ1361.The modeled gravity was interpolated from observed gravity values.
 HZ1361
 HZ1361;                    North         East    Units  Estimated Accuracy
 HZ1361;SPC IN E     -   337,400.       70,940.      MT  (+/- 180 meters Scaled)
 HZ1361
 HZ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH875381(NAD 83)
 HZ1361
 HZ1361                          SUPERSEDED SURVEY CONTROL
 HZ1361
 HZ1361  NGVD 29 (??/??/92)  246.044  (m)          807.23   (f) ADJ UNCH    1 2
 HZ1361
 HZ1361.Superseded values are not recommended for survey control.
 HZ1361
 HZ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1361.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1361
 HZ1361_MARKER: DB = BENCH MARK DISK
 HZ1361_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1361_STAMPING: T 313 1965
 HZ1361_MARK LOGO: CGS
 HZ1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1361+STABILITY: POSITION/ELEVATION WELL
 HZ1361
 HZ1361  HISTORY     - Date     Condition        Report By
 HZ1361  HISTORY     - 1965     MONUMENTED       CGS
 HZ1361
 HZ1361                          STATION DESCRIPTION
 HZ1361
 HZ1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1361'1.5 MI SW FROM GEORGETOWN.
 HZ1361'ABOUT 1.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE
 HZ1361'UNITED BRETHERN CHURCH AT GEORGETOWN, IN SECTION 6, T 3 S, R 5 E,
 HZ1361'102 FEET SOUTH OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 HZ1361'7 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE WEST SIDE
 HZ1361'OF A ROCK OUTCROP, 46 FEET WEST OF A POWER POLE BEARING A
 HZ1361'TRANSFORMER, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0885 ***********************************************************************
 JA0885  DESIGNATION -  T 314
 JA0885  PID         -  JA0885
 JA0885  STATE/COUNTY-  IN/KNOX
 JA0885  COUNTRY     -  US
 JA0885  USGS QUAD   -  FRITCHTON (2019)
 JA0885
 JA0885                         *CURRENT SURVEY CONTROL
 JA0885  ______________________________________________________________________
 JA0885* NAD 83(1986) POSITION- 38 41 19.     (N) 087 29 27.     (W)   SCALED
 JA0885* NAVD 88 ORTHO HEIGHT -   140.576 (meters)      461.21  (feet) ADJUSTED
 JA0885  ______________________________________________________________________
 JA0885  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 JA0885  DYNAMIC HEIGHT  -        140.489 (meters)      460.92  (feet) COMP
 JA0885  MODELED GRAVITY -    980,008.1   (mgal)                       NAVD 88
 JA0885
 JA0885  VERT ORDER      -  FIRST     CLASS II
 JA0885
 JA0885.The horizontal coordinates were scaled from a map and have
 JA0885.an estimated accuracy of +/- 6 seconds.
 JA0885
 JA0885.The orthometric height was determined by differential leveling and
 JA0885.adjusted by the NATIONAL GEODETIC SURVEY
 JA0885.in June 1991.
 JA0885
 JA0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0885.GEOID18 height accuracy estimate available here.
 JA0885
 JA0885.Click photographs - Photos may exist for this station.
 JA0885
 JA0885.The dynamic height is computed by dividing the NAVD 88
 JA0885.geopotential number by the normal gravity value computed on the
 JA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0885.degrees latitude (g = 980.6199 gals.).
 JA0885
 JA0885.The modeled gravity was interpolated from observed gravity values.
 JA0885
 JA0885;                    North         East    Units  Estimated Accuracy
 JA0885;SPC IN W     -   382,010.      864,550.      MT  (+/- 180 meters Scaled)
 JA0885
 JA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH573823(NAD 83)
 JA0885
 JA0885                          SUPERSEDED SURVEY CONTROL
 JA0885
 JA0885  NGVD 29 (??/??/92)  140.704  (m)          461.63   (f) ADJ UNCH    1 2
 JA0885
 JA0885.Superseded values are not recommended for survey control.
 JA0885
 JA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0885.See file dsdata.pdf to determine how the superseded data were derived.
 JA0885
 JA0885_MARKER: DB = BENCH MARK DISK
 JA0885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0885_SP_SET: PIER
 JA0885_STAMPING: T 314 1965
 JA0885_MARK LOGO: CGS
 JA0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0885+STABILITY: POSITION/ELEVATION WELL
 JA0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0885+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 JA0885
 JA0885  HISTORY     - Date     Condition        Report By
 JA0885  HISTORY     - 1965     MONUMENTED       CGS
 JA0885  HISTORY     - 1986     GOOD             NGS
 JA0885  HISTORY     - 20050328 GOOD             INDIV
 JA0885
 JA0885                          STATION DESCRIPTION
 JA0885
 JA0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0885'1.6 MI E FROM VINCENNES.
 JA0885'ABOUT 1.55 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0885'THE STATION AT VINCENNES, SET VERTICALLY IN THE NORTH FACE OF A
 JA0885'CONCRETE PILLAR IN THE NORTH EASTERLY OF TWO CONCRETE HIGHWAY
 JA0885'OVERPASSES, 53 FEET NORTHWEST OF MILEPOST C 187, 17 1/2 FEET
 JA0885'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 80 FEET NORTH OF THE
 JA0885'CENTER LINE OF U.S. HIGHWAY 50 CITY ROUTE WHICH PASSES BENEATH
 JA0885'THE OVERPASS, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 JA0885'ABOUT 3 FEET ABOVE THE GROUND.
 JA0885
 JA0885                          STATION RECOVERY (1986)
 JA0885
 JA0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0885'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA0885'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0885
 JA0885                          STATION RECOVERY (2005)
 JA0885
 JA0885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MGB)
 JA0885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1078 ***********************************************************************
 JA1078  DESIGNATION -  T 315
 JA1078  PID         -  JA1078
 JA1078  STATE/COUNTY-  IN/PIKE
 JA1078  COUNTRY     -  US
 JA1078  USGS QUAD   -  PETERSBURG (2019)
 JA1078
 JA1078                         *CURRENT SURVEY CONTROL
 JA1078  ______________________________________________________________________
 JA1078* NAD 83(1986) POSITION- 38 24 50.     (N) 087 17 53.     (W)   SCALED
 JA1078* NAVD 88 ORTHO HEIGHT -   132.187 (meters)      433.68  (feet) ADJUSTED
 JA1078  ______________________________________________________________________
 JA1078  GEOID HEIGHT    -        -31.909 (meters)                     GEOID18
 JA1078  DYNAMIC HEIGHT  -        132.101 (meters)      433.40  (feet) COMP
 JA1078  MODELED GRAVITY -    979,973.8   (mgal)                       NAVD 88
 JA1078
 JA1078  VERT ORDER      -  FIRST     CLASS II
 JA1078
 JA1078.The horizontal coordinates were scaled from a map and have
 JA1078.an estimated accuracy of +/- 6 seconds.
 JA1078
 JA1078.The orthometric height was determined by differential leveling and
 JA1078.adjusted by the NATIONAL GEODETIC SURVEY
 JA1078.in June 1991.
 JA1078
 JA1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1078.GEOID18 height accuracy estimate available here.
 JA1078
 JA1078.Click photographs - Photos may exist for this station.
 JA1078
 JA1078.The dynamic height is computed by dividing the NAVD 88
 JA1078.geopotential number by the normal gravity value computed on the
 JA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1078.degrees latitude (g = 980.6199 gals.).
 JA1078
 JA1078.The modeled gravity was interpolated from observed gravity values.
 JA1078
 JA1078;                    North         East    Units  Estimated Accuracy
 JA1078;SPC IN W     -   351,460.      881,250.      MT  (+/- 180 meters Scaled)
 JA1078
 JA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH739517(NAD 83)
 JA1078
 JA1078                          SUPERSEDED SURVEY CONTROL
 JA1078
 JA1078  NGVD 29 (??/??/92)  132.317  (m)          434.11   (f) ADJ UNCH    1 2
 JA1078
 JA1078.Superseded values are not recommended for survey control.
 JA1078
 JA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1078.See file dsdata.pdf to determine how the superseded data were derived.
 JA1078
 JA1078_MARKER: DB = BENCH MARK DISK
 JA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1078_STAMPING: T 315 1965
 JA1078_MARK LOGO: CGS
 JA1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1078+STABILITY: SURFACE MOTION
 JA1078
 JA1078  HISTORY     - Date     Condition        Report By
 JA1078  HISTORY     - 1965     MONUMENTED       CGS
 JA1078  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1078
 JA1078                          STATION DESCRIPTION
 JA1078
 JA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1078'6.2 MI S FROM PETERSBURG.
 JA1078'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1078'COUNTY COURTHOUSE AT PETERSBURG, THENCE 5.75 MILES SOUTH ALONG THE
 JA1078'NEW YORY CENTRAL RAILROAD, OR ABOUT 5.9 MILES NORTHEAST ALONG
 JA1078'THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT OAKLAND CITY,
 JA1078'68.8 FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF THE CENTER
 JA1078'LINE OF A GRAVELED ROAD, 26.7 FEET SOUTHWEST OF THE SOUTHWEST
 JA1078'CORNER OF A SMALL WOODEN BRIDGE, 8 1/2 FEET EAST OF A LARGE
 JA1078'TREE, 8 FEET WEST OF A CORNER FENCE POST, 2 FEET SOUTHEAST OF A
 JA1078'METAL WITNESS POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JA1078'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA1078'OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1078
 JA1078                          STATION RECOVERY (1985)
 JA1078
 JA1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1041 ***********************************************************************
 JA1041  DESIGNATION -  T 316
 JA1041  PID         -  JA1041
 JA1041  STATE/COUNTY-  IN/VANDERBURGH
 JA1041  COUNTRY     -  US
 JA1041  USGS QUAD   -  DAYLIGHT (2019)
 JA1041
 JA1041                         *CURRENT SURVEY CONTROL
 JA1041  ______________________________________________________________________
 JA1041* NAD 83(1986) POSITION- 38 06 08.     (N) 087 29 01.     (W)   SCALED
 JA1041* NAVD 88 ORTHO HEIGHT -   121.248 (meters)      397.79  (feet) ADJUSTED
 JA1041  ______________________________________________________________________
 JA1041  GEOID HEIGHT    -        -31.283 (meters)                     GEOID18
 JA1041  DYNAMIC HEIGHT  -        121.166 (meters)      397.53  (feet) COMP
 JA1041  MODELED GRAVITY -    979,946.6   (mgal)                       NAVD 88
 JA1041
 JA1041  VERT ORDER      -  FIRST     CLASS II
 JA1041
 JA1041.The horizontal coordinates were scaled from a map and have
 JA1041.an estimated accuracy of +/- 6 seconds.
 JA1041
 JA1041.The orthometric height was determined by differential leveling and
 JA1041.adjusted by the NATIONAL GEODETIC SURVEY
 JA1041.in June 1991.
 JA1041
 JA1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1041.GEOID18 height accuracy estimate available here.
 JA1041
 JA1041.Click photographs - Photos may exist for this station.
 JA1041
 JA1041.The dynamic height is computed by dividing the NAVD 88
 JA1041.geopotential number by the normal gravity value computed on the
 JA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1041.degrees latitude (g = 980.6199 gals.).
 JA1041
 JA1041.The modeled gravity was interpolated from observed gravity values.
 JA1041
 JA1041;                    North         East    Units  Estimated Accuracy
 JA1041;SPC IN W     -   316,920.      864,890.      MT  (+/- 180 meters Scaled)
 JA1041
 JA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH575172(NAD 83)
 JA1041
 JA1041                          SUPERSEDED SURVEY CONTROL
 JA1041
 JA1041  NGVD 29 (??/??/92)  121.364  (m)          398.18   (f) ADJ UNCH    1 2
 JA1041
 JA1041.Superseded values are not recommended for survey control.
 JA1041
 JA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1041.See file dsdata.pdf to determine how the superseded data were derived.
 JA1041
 JA1041_MARKER: DB = BENCH MARK DISK
 JA1041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1041_SP_SET: HEADWALL
 JA1041_STAMPING: T 316 1965
 JA1041_MARK LOGO: CGS
 JA1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1041+STABILITY: SURFACE MOTION
 JA1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1041+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 JA1041
 JA1041  HISTORY     - Date     Condition        Report By
 JA1041  HISTORY     - 1965     MONUMENTED       CGS
 JA1041  HISTORY     - 1985     GOOD             NGS
 JA1041  HISTORY     - 19910131 GOOD             USPSQD
 JA1041  HISTORY     - 19950816 GOOD             USPSQD
 JA1041  HISTORY     - 20221011 GOOD             INDOT
 JA1041
 JA1041                          STATION DESCRIPTION
 JA1041
 JA1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1041'0.8 MI NE FROM DAYLIGHT.
 JA1041'ABOUT 0.85 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1041'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, 25 1/2 FEET SOUTHEAST
 JA1041'OF THE CENTER LINE OF STATE HIGHWAY 57, SET IN THE TOP OF THE
 JA1041'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A LARGE
 JA1041'CONCRETE CULVERT, 72 FEET NORTHWEST OF THE NORTHWEST RAIL, 67
 JA1041'FEET NORTHWEST OF THE NORTHWEST EDGE OF A RAILROAD TRESTLE, ABOUT
 JA1041'8 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 2 FEET BELOW THE
 JA1041'LEVEL OF THE HIGHWAY.
 JA1041
 JA1041                          STATION RECOVERY (1985)
 JA1041
 JA1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1041'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 JA1041'MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 JA1041'HIGHWAY 66 IN EVANSVILLE, THENCE 8.8 KM (5.55 MI) NORTHEASTERLY ALONG
 JA1041'STATE HIGHWAY 57.
 JA1041
 JA1041                          STATION RECOVERY (1991)
 JA1041
 JA1041'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1041'RECOVERED IN GOOD CONDITION.
 JA1041
 JA1041                          STATION RECOVERY (1995)
 JA1041
 JA1041'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1041'RECOVERED IN GOOD CONDITION.
 JA1041
 JA1041                          STATION RECOVERY (2022)
 JA1041
 JA1041'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1101 ***********************************************************************
 JA1101  DESIGNATION -  T 317
 JA1101  PID         -  JA1101
 JA1101  STATE/COUNTY-  IN/SPENCER
 JA1101  COUNTRY     -  US
 JA1101  USGS QUAD   -  CHRISNEY (2019)
 JA1101
 JA1101                         *CURRENT SURVEY CONTROL
 JA1101  ______________________________________________________________________
 JA1101* NAD 83(1986) POSITION- 38 06 51.     (N) 087 00 05.     (W)   SCALED
 JA1101* NAVD 88 ORTHO HEIGHT -   142.419 (meters)      467.25  (feet) ADJUSTED
 JA1101  ______________________________________________________________________
 JA1101  GEOID HEIGHT    -        -31.736 (meters)                     GEOID18
 JA1101  DYNAMIC HEIGHT  -        142.324 (meters)      466.94  (feet) COMP
 JA1101  MODELED GRAVITY -    979,962.1   (mgal)                       NAVD 88
 JA1101
 JA1101  VERT ORDER      -  FIRST     CLASS II
 JA1101
 JA1101.The horizontal coordinates were scaled from a map and have
 JA1101.an estimated accuracy of +/- 6 seconds.
 JA1101
 JA1101.The orthometric height was determined by differential leveling and
 JA1101.adjusted by the NATIONAL GEODETIC SURVEY
 JA1101.in June 1991.
 JA1101
 JA1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1101.GEOID18 height accuracy estimate available here.
 JA1101
 JA1101.Click photographs - Photos may exist for this station.
 JA1101
 JA1101.The dynamic height is computed by dividing the NAVD 88
 JA1101.geopotential number by the normal gravity value computed on the
 JA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1101.degrees latitude (g = 980.6199 gals.).
 JA1101
 JA1101.The modeled gravity was interpolated from observed gravity values.
 JA1101
 JA1101;                    North         East    Units  Estimated Accuracy
 JA1101;SPC IN W     -   318,170.      907,190.      MT  (+/- 180 meters Scaled)
 JA1101
 JA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH998184(NAD 83)
 JA1101
 JA1101                          SUPERSEDED SURVEY CONTROL
 JA1101
 JA1101  NGVD 29 (??/??/92)  142.522  (m)          467.59   (f) ADJ UNCH    1 2
 JA1101
 JA1101.Superseded values are not recommended for survey control.
 JA1101
 JA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1101.See file dsdata.pdf to determine how the superseded data were derived.
 JA1101
 JA1101_MARKER: DB = BENCH MARK DISK
 JA1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1101_SP_SET: OVERPASS
 JA1101_STAMPING: T 317 1965
 JA1101_MARK LOGO: CGS
 JA1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1101
 JA1101  HISTORY     - Date     Condition        Report By
 JA1101  HISTORY     - 1965     MONUMENTED       CGS
 JA1101  HISTORY     - 20081002 MARK NOT FOUND   GEOCAC
 JA1101
 JA1101                          STATION DESCRIPTION
 JA1101
 JA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1101'0.6 MI SSW FROM LINCOLN CITY.
 JA1101'ABOUT 0.55 MILE SOUTH-SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM
 JA1101'THE POST OFFICE AT LINCOLN CITY, IN SECTION 6, T 5 S, R 5 W, AT
 JA1101'THE STATE HIGHWAY 162 OVERPASS, 7 1/2 FEET EAST OF THE EAST RAIL,
 JA1101'SET VERTICALLY IN THE WEST FACE OF THE MOST NORTHEASTERLY OF 4
 JA1101'CONCRETE PILLARS, SUPPORTING THE OVERPASS, ABOUT 3 FEET ABOVE
 JA1101'THE LEVEL OF THE RAILS, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 JA1101'GROUND.
 JA1101
 JA1101                          STATION RECOVERY (2008)
 JA1101
 JA1101'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1101'THE BRIDGE APPEARS TO HAVE BEEN REBUILT, AND THE PIER HAS 5 COLUMNS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1072 ***********************************************************************
 HA1072  DESIGNATION -  T 318
 HA1072  PID         -  HA1072
 HA1072  STATE/COUNTY-  IN/POSEY
 HA1072  COUNTRY     -  US
 HA1072  USGS QUAD   -  MOUNT VERNON (2019)
 HA1072
 HA1072                         *CURRENT SURVEY CONTROL
 HA1072  ______________________________________________________________________
 HA1072* NAD 83(1986) POSITION- 37 52 31.     (N) 087 56 48.     (W)   SCALED
 HA1072* NAVD 88 ORTHO HEIGHT -   112.913 (meters)      370.45  (feet) ADJUSTED
 HA1072  ______________________________________________________________________
 HA1072  GEOID HEIGHT    -        -30.420 (meters)                     GEOID18
 HA1072  DYNAMIC HEIGHT  -        112.836 (meters)      370.20  (feet) COMP
 HA1072  MODELED GRAVITY -    979,945.0   (mgal)                       NAVD 88
 HA1072
 HA1072  VERT ORDER      -  FIRST     CLASS II
 HA1072
 HA1072.The horizontal coordinates were scaled from a map and have
 HA1072.an estimated accuracy of +/- 6 seconds.
 HA1072
 HA1072.The orthometric height was determined by differential leveling and
 HA1072.adjusted by the NATIONAL GEODETIC SURVEY
 HA1072.in June 1991.
 HA1072
 HA1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1072.GEOID18 height accuracy estimate available here.
 HA1072
 HA1072.Click photographs - Photos may exist for this station.
 HA1072
 HA1072.The dynamic height is computed by dividing the NAVD 88
 HA1072.geopotential number by the normal gravity value computed on the
 HA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1072.degrees latitude (g = 980.6199 gals.).
 HA1072
 HA1072.The modeled gravity was interpolated from observed gravity values.
 HA1072
 HA1072;                    North         East    Units  Estimated Accuracy
 HA1072;SPC IN W     -   292,000.      824,050.      MT  (+/- 180 meters Scaled)
 HA1072
 HA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG167923(NAD 83)
 HA1072
 HA1072                          SUPERSEDED SURVEY CONTROL
 HA1072
 HA1072  NGVD 29 (??/??/92)  113.015  (m)          370.78   (f) ADJ UNCH    1 2
 HA1072
 HA1072.Superseded values are not recommended for survey control.
 HA1072
 HA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1072.See file dsdata.pdf to determine how the superseded data were derived.
 HA1072
 HA1072_MARKER: DB = BENCH MARK DISK
 HA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1072_STAMPING: T 318 1965
 HA1072_MARK LOGO: CGS
 HA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1072+STABILITY: SURFACE MOTION
 HA1072
 HA1072  HISTORY     - Date     Condition        Report By
 HA1072  HISTORY     - 1965     MONUMENTED       CGS
 HA1072
 HA1072                          STATION DESCRIPTION
 HA1072
 HA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1072'4.4 MI NE FROM HOVEY LAKE.
 HA1072'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1072'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, OR ABOUT 0.1
 HA1072'MILE SOUTH ALONG MAIN STREET FROM THE POSEY COUNTY COURTHOUSE
 HA1072'AT MT. VERNON, THENCE 0.7 MILE WEST ALONG 2ND STREET, THENCE 4.4
 HA1072'MILES SOUTHWEST ALONG STATE HIGHWAY 69, IN SECTION 35, T 7 S,
 HA1072'R 14 W, ABOUT 0.2 MILE SOUTH OF A NARROW CONCRETE BRIDGE, 74 FEET
 HA1072'EAST OF THE CENTER LINE OF THE HIGHWAY, 214 FEET SOUTH OF THE
 HA1072'CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO A 2-STORY
 HA1072'HOUSE, 39 FEET SOUTH OF A 12-INCH FORKED OAK TREE, 1 1/2 FEET
 HA1072'WEST OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 HA1072'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HA1072'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0803 ***********************************************************************
 HZ0803  DESIGNATION -  T 319
 HZ0803  PID         -  HZ0803
 HZ0803  STATE/COUNTY-  IN/SWITZERLAND
 HZ0803  COUNTRY     -  US
 HZ0803  USGS QUAD   -  PATRIOT (2019)
 HZ0803
 HZ0803                         *CURRENT SURVEY CONTROL
 HZ0803  ______________________________________________________________________
 HZ0803* NAD 83(1986) POSITION- 38 47 51.     (N) 084 49 12.     (W)   SCALED
 HZ0803* NAVD 88 ORTHO HEIGHT -   151.184 (meters)      496.01  (feet) ADJUSTED
 HZ0803  ______________________________________________________________________
 HZ0803  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 HZ0803  DYNAMIC HEIGHT  -        151.088 (meters)      495.69  (feet) COMP
 HZ0803  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 HZ0803
 HZ0803  VERT ORDER      -  FIRST     CLASS II
 HZ0803
 HZ0803.The horizontal coordinates were scaled from a map and have
 HZ0803.an estimated accuracy of +/- 6 seconds.
 HZ0803
 HZ0803.The orthometric height was determined by differential leveling and
 HZ0803.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0803.in June 1991.
 HZ0803
 HZ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0803.GEOID18 height accuracy estimate available here.
 HZ0803
 HZ0803.Click photographs - Photos may exist for this station.
 HZ0803
 HZ0803.The dynamic height is computed by dividing the NAVD 88
 HZ0803.geopotential number by the normal gravity value computed on the
 HZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0803.degrees latitude (g = 980.6199 gals.).
 HZ0803
 HZ0803.The modeled gravity was interpolated from observed gravity values.
 HZ0803
 HZ0803;                    North         East    Units  Estimated Accuracy
 HZ0803;SPC IN E     -   394,360.      173,550.      MT  (+/- 180 meters Scaled)
 HZ0803
 HZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH893965(NAD 83)
 HZ0803
 HZ0803                          SUPERSEDED SURVEY CONTROL
 HZ0803
 HZ0803  NGVD 29 (??/??/92)  151.378  (m)          496.65   (f) ADJ UNCH    1 2
 HZ0803
 HZ0803.Superseded values are not recommended for survey control.
 HZ0803
 HZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0803.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0803
 HZ0803_MARKER: DB = BENCH MARK DISK
 HZ0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0803_SP_SET: CULVERT HEADWALL
 HZ0803_STAMPING: T 319 1965
 HZ0803_MARK LOGO: CGS
 HZ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0803+STABILITY: SURFACE MOTION
 HZ0803
 HZ0803  HISTORY     - Date     Condition        Report By
 HZ0803  HISTORY     - 1965     MONUMENTED       CGS
 HZ0803
 HZ0803                          STATION DESCRIPTION
 HZ0803
 HZ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0803'3.2 MI S FROM PATRIOT.
 HZ0803'ABOUT 3.15 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0803'OFFICE AT PATRIOT, 27 FEET EAST OF THE CENTER LINE OF THE
 HZ0803'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 HZ0803'OF A CULVERT, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 HZ0803'FEET BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0757 ***********************************************************************
 LB0757  DESIGNATION -  T 32
 LB0757  PID         -  LB0757
 LB0757  STATE/COUNTY-  IN/MONTGOMERY
 LB0757  COUNTRY     -  US
 LB0757  USGS QUAD   -  KIRKPATRICK (2019)
 LB0757
 LB0757                         *CURRENT SURVEY CONTROL
 LB0757  ______________________________________________________________________
 LB0757* NAD 83(1986) POSITION- 40 07 32.     (N) 086 45 15.     (W)   SCALED
 LB0757* NAVD 88 ORTHO HEIGHT -   233.553 (meters)      766.25  (feet) ADJUSTED
 LB0757  ______________________________________________________________________
 LB0757  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 LB0757  DYNAMIC HEIGHT  -        233.428 (meters)      765.84  (feet) COMP
 LB0757  MODELED GRAVITY -    980,085.9   (mgal)                       NAVD 88
 LB0757
 LB0757  VERT ORDER      -  SECOND    CLASS 0
 LB0757
 LB0757.The horizontal coordinates were scaled from a map and have
 LB0757.an estimated accuracy of +/- 6 seconds.
 LB0757
 LB0757.The orthometric height was determined by differential leveling and
 LB0757.adjusted by the NATIONAL GEODETIC SURVEY
 LB0757.in June 1991.
 LB0757
 LB0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0757.GEOID18 height accuracy estimate available here.
 LB0757
 LB0757.Click photographs - Photos may exist for this station.
 LB0757
 LB0757.The dynamic height is computed by dividing the NAVD 88
 LB0757.geopotential number by the normal gravity value computed on the
 LB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0757.degrees latitude (g = 980.6199 gals.).
 LB0757
 LB0757.The modeled gravity was interpolated from observed gravity values.
 LB0757
 LB0757;                    North         East    Units  Estimated Accuracy
 LB0757;SPC IN W     -   541,510.      928,060.      MT  (+/- 180 meters Scaled)
 LB0757
 LB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK209417(NAD 83)
 LB0757
 LB0757                          SUPERSEDED SURVEY CONTROL
 LB0757
 LB0757  NGVD 29 (??/??/92)  233.65   (m)          766.6    (f) COMPUTED    2 0
 LB0757
 LB0757.Superseded values are not recommended for survey control.
 LB0757
 LB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0757.See file dsdata.pdf to determine how the superseded data were derived.
 LB0757
 LB0757_MARKER: DB = BENCH MARK DISK
 LB0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0757_STAMPING: T 32 1934
 LB0757_MARK LOGO: CGS
 LB0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0757+STABILITY: SURFACE MOTION
 LB0757
 LB0757  HISTORY     - Date     Condition        Report By
 LB0757  HISTORY     - 1934     MONUMENTED       CGS
 LB0757  HISTORY     - 1946     GOOD             CGS
 LB0757
 LB0757                          STATION DESCRIPTION
 LB0757
 LB0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0757'1.8 MI NE FROM DARLINGTON.
 LB0757'1.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB0757'STATION AT DARLINGTON, 14 RAILS NORTHEAST OF MILEPOST 62, 59
 LB0757'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE 62-05, AT A
 LB0757'GRAVEL-ROAD CROSSING, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LB0757'24 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 13.5 FEET
 LB0757'SOUTHWEST OF A FENCE CORNER, AND 1.5 FEET NORTHEAST OF A WHITE
 LB0757'WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0758 ***********************************************************************
 LB0758  DESIGNATION -  T 32 RESET
 LB0758  PID         -  LB0758
 LB0758  STATE/COUNTY-  IN/MONTGOMERY
 LB0758  COUNTRY     -  US
 LB0758  USGS QUAD   -  KIRKPATRICK (2019)
 LB0758
 LB0758                         *CURRENT SURVEY CONTROL
 LB0758  ______________________________________________________________________
 LB0758* NAD 83(1986) POSITION- 40 07 32.     (N) 086 45 15.     (W)   SCALED
 LB0758* NAVD 88 ORTHO HEIGHT -   233.38  (meters)      765.7   (feet) RESET
 LB0758  ______________________________________________________________________
 LB0758  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 LB0758  VERT ORDER      -  THIRD
 LB0758
 LB0758.The horizontal coordinates were scaled from a map and have
 LB0758.an estimated accuracy of +/- 6 seconds.
 LB0758
 LB0758.The orthometric height was computed from unverified reset data.
 LB0758
 LB0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0758.GEOID18 height accuracy estimate available here.
 LB0758
 LB0758.Click photographs - Photos may exist for this station.
 LB0758
 LB0758;                    North         East    Units  Estimated Accuracy
 LB0758;SPC IN W     -   541,510.      928,060.      MT  (+/- 180 meters Scaled)
 LB0758
 LB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK209417(NAD 83)
 LB0758
 LB0758                          SUPERSEDED SURVEY CONTROL
 LB0758
 LB0758  NGVD 29 (??/??/??)  233.48   (m)          766.0    (f) RESET       3  
 LB0758
 LB0758.Superseded values are not recommended for survey control.
 LB0758
 LB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0758.See file dsdata.pdf to determine how the superseded data were derived.
 LB0758
 LB0758_MARKER: DB = BENCH MARK DISK
 LB0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0758_STAMPING: T 32 1934 RESET 1959
 LB0758_MARK LOGO: CGS
 LB0758_PROJECTION: FLUSH
 LB0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0758+STABILITY: SURFACE MOTION
 LB0758
 LB0758  HISTORY     - Date     Condition        Report By
 LB0758  HISTORY     - 1959     MONUMENTED       USGS
 LB0758
 LB0758                          STATION DESCRIPTION
 LB0758
 LB0758'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LB0758'1.8 MI NE FROM DARLINGTON.
 LB0758'ABOUT 1.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LB0758'THE STATION, 14 RAILS NORTHEAST OF MILE POST 62, 61 FEET SOUTHEAST
 LB0758'OF THE SOUTHEAST CORNER OF BRIDGE 62.05 AT A GRAVEL ROAD-CROSSING,
 LB0758'28.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 26 FEET SOUTHWEST OF
 LB0758'CENTERLINE OF GRAVEL ROAD, 15.3 FEET SOUTH FENCE CORNER, 17.5
 LB0758'FEET SOUTHEAST OF SIGN POST SUPPORTING SIGN RR CROSSING, 1 FOOT
 LB0758'WEST OF RIGHT OF WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 LB0758'SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1050 ***********************************************************************
 HZ1050  DESIGNATION -  T 320
 HZ1050  PID         -  HZ1050
 HZ1050  STATE/COUNTY-  IN/JEFFERSON
 HZ1050  COUNTRY     -  US
 HZ1050  USGS QUAD   -  MADISON EAST (2019)
 HZ1050
 HZ1050                         *CURRENT SURVEY CONTROL
 HZ1050  ______________________________________________________________________
 HZ1050* NAD 83(1986) POSITION- 38 44 32.     (N) 085 18 34.     (W)   SCALED
 HZ1050* NAVD 88 ORTHO HEIGHT -   137.923 (meters)      452.50  (feet) ADJUSTED
 HZ1050  ______________________________________________________________________
 HZ1050  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 HZ1050  DYNAMIC HEIGHT  -        137.833 (meters)      452.21  (feet) COMP
 HZ1050  MODELED GRAVITY -    979,971.9   (mgal)                       NAVD 88
 HZ1050
 HZ1050  VERT ORDER      -  FIRST     CLASS II
 HZ1050
 HZ1050.The horizontal coordinates were scaled from a map and have
 HZ1050.an estimated accuracy of +/- 6 seconds.
 HZ1050
 HZ1050.The orthometric height was determined by differential leveling and
 HZ1050.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1050.in June 1991.
 HZ1050
 HZ1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1050.GEOID18 height accuracy estimate available here.
 HZ1050
 HZ1050.Click photographs - Photos may exist for this station.
 HZ1050
 HZ1050.The dynamic height is computed by dividing the NAVD 88
 HZ1050.geopotential number by the normal gravity value computed on the
 HZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1050.degrees latitude (g = 980.6199 gals.).
 HZ1050
 HZ1050.The modeled gravity was interpolated from observed gravity values.
 HZ1050
 HZ1050;                    North         East    Units  Estimated Accuracy
 HZ1050;SPC IN E     -   387,940.      131,060.      MT  (+/- 180 meters Scaled)
 HZ1050
 HZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH469895(NAD 83)
 HZ1050
 HZ1050                          SUPERSEDED SURVEY CONTROL
 HZ1050
 HZ1050  NGVD 29 (??/??/92)  138.092  (m)          453.06   (f) ADJ UNCH    1 2
 HZ1050
 HZ1050.Superseded values are not recommended for survey control.
 HZ1050
 HZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1050.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1050
 HZ1050_MARKER: DB = BENCH MARK DISK
 HZ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1050_STAMPING: T 320 1965
 HZ1050_MARK LOGO: CGS
 HZ1050_PROJECTION: PROJECTING
 HZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1050+STABILITY: SURFACE MOTION
 HZ1050
 HZ1050  HISTORY     - Date     Condition        Report By
 HZ1050  HISTORY     - 1965     MONUMENTED       CGS
 HZ1050
 HZ1050                          STATION DESCRIPTION
 HZ1050
 HZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1050'3.7 MI E FROM MADISON.
 HZ1050'3.7 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1050'AT MADISON, IN SECTION 33, T 4 N, R 11 E, ABOUT MIDWAY BETWEEN
 HZ1050'2 DIRT RAMPS LEADING OFF OF THE HIGHWAY, 25 FEET SOUTH OF THE
 HZ1050'CENTER LINE OF THE HIGHWAY, 86 FEET SOUTHWEST OF A TELEPHONE
 HZ1050'POLE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET
 HZ1050'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1050'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1718 ***********************************************************************
 HZ1718  DESIGNATION -  T 321
 HZ1718  PID         -  HZ1718
 HZ1718  STATE/COUNTY-  IN/CLARK
 HZ1718  COUNTRY     -  US
 HZ1718  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1718
 HZ1718                         *CURRENT SURVEY CONTROL
 HZ1718  ______________________________________________________________________
 HZ1718* NAD 83(1986) POSITION- 38 35 32.     (N) 085 31 47.     (W)   SCALED
 HZ1718* NAVD 88 ORTHO HEIGHT -   219.305 (meters)      719.50  (feet) ADJUSTED
 HZ1718  ______________________________________________________________________
 HZ1718  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 HZ1718  DYNAMIC HEIGHT  -        219.158 (meters)      719.02  (feet) COMP
 HZ1718  MODELED GRAVITY -    979,955.8   (mgal)                       NAVD 88
 HZ1718
 HZ1718  VERT ORDER      -  FIRST     CLASS II
 HZ1718
 HZ1718.The horizontal coordinates were scaled from a map and have
 HZ1718.an estimated accuracy of +/- 6 seconds.
 HZ1718
 HZ1718.The orthometric height was determined by differential leveling and
 HZ1718.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1718.in June 1991.
 HZ1718
 HZ1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1718.GEOID18 height accuracy estimate available here.
 HZ1718
 HZ1718.Click photographs - Photos may exist for this station.
 HZ1718
 HZ1718.The dynamic height is computed by dividing the NAVD 88
 HZ1718.geopotential number by the normal gravity value computed on the
 HZ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1718.degrees latitude (g = 980.6199 gals.).
 HZ1718
 HZ1718.The modeled gravity was interpolated from observed gravity values.
 HZ1718
 HZ1718;                    North         East    Units  Estimated Accuracy
 HZ1718;SPC IN E     -   371,240.      111,930.      MT  (+/- 180 meters Scaled)
 HZ1718
 HZ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH280725(NAD 83)
 HZ1718
 HZ1718                          SUPERSEDED SURVEY CONTROL
 HZ1718
 HZ1718  NGVD 29 (??/??/92)  219.464  (m)          720.02   (f) ADJ UNCH    1 2
 HZ1718
 HZ1718.Superseded values are not recommended for survey control.
 HZ1718
 HZ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1718.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1718
 HZ1718_MARKER: DB = BENCH MARK DISK
 HZ1718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1718_SP_SET: CULVERT HEADWALL
 HZ1718_STAMPING: T 321 1965
 HZ1718_MARK LOGO: CGS
 HZ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1718+STABILITY: SURFACE MOTION
 HZ1718
 HZ1718  HISTORY     - Date     Condition        Report By
 HZ1718  HISTORY     - 1965     MONUMENTED       CGS
 HZ1718  HISTORY     - 20190915 GOOD             USPSQD
 HZ1718
 HZ1718                          STATION DESCRIPTION
 HZ1718
 HZ1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1718'2.2 MI NE FROM NEW WASHINGTON.
 HZ1718'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE
 HZ1718'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 21, T 2 N, R 9 E, 23
 HZ1718'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HZ1718'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 HZ1718'CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 HZ1718
 HZ1718                          STATION RECOVERY (2019)
 HZ1718
 HZ1718'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1632 ***********************************************************************
 HZ1632  DESIGNATION -  T 322
 HZ1632  PID         -  HZ1632
 HZ1632  STATE/COUNTY-  IN/CLARK
 HZ1632  COUNTRY     -  US
 HZ1632  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1632
 HZ1632                         *CURRENT SURVEY CONTROL
 HZ1632  ______________________________________________________________________
 HZ1632* NAD 83(1986) POSITION- 38 16 32.66   (N) 085 43 44.42   (W)   HD_HELD1
 HZ1632* NAVD 88 ORTHO HEIGHT -   136.094 (meters)      446.50  (feet) ADJUSTED
 HZ1632  ______________________________________________________________________
 HZ1632  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 HZ1632  DYNAMIC HEIGHT  -        136.002 (meters)      446.20  (feet) COMP
 HZ1632  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 HZ1632
 HZ1632  VERT ORDER      -  FIRST     CLASS II
 HZ1632
 HZ1632.The horizontal coordinates were determined by differentially corrected
 HZ1632.hand held GPS observations or other comparable positioning techniques
 HZ1632.and have an estimated accuracy of +/- 3 meters.
 HZ1632
 HZ1632.The orthometric height was determined by differential leveling and
 HZ1632.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1632.in June 1991.
 HZ1632
 HZ1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1632.GEOID18 height accuracy estimate available here.
 HZ1632
 HZ1632.Click photographs - Photos may exist for this station.
 HZ1632
 HZ1632.The dynamic height is computed by dividing the NAVD 88
 HZ1632.geopotential number by the normal gravity value computed on the
 HZ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1632.degrees latitude (g = 980.6199 gals.).
 HZ1632
 HZ1632.The modeled gravity was interpolated from observed gravity values.
 HZ1632
 HZ1632;                    North         East    Units  Estimated Accuracy
 HZ1632;SPC IN E     -   336,101.6      94,545.4     MT  (+/- 3 meters HH1 GPS) 
 HZ1632
 HZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1117237173(NAD 83)
 HZ1632
 HZ1632                          SUPERSEDED SURVEY CONTROL
 HZ1632
 HZ1632  NGVD 29 (??/??/92)  136.247  (m)          447.00   (f) ADJ UNCH    1 2
 HZ1632
 HZ1632.Superseded values are not recommended for survey control.
 HZ1632
 HZ1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1632.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1632
 HZ1632_MARKER: DB = BENCH MARK DISK
 HZ1632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1632_SP_SET: CURB
 HZ1632_STAMPING: T 322 1965
 HZ1632_MARK LOGO: CGS
 HZ1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1632
 HZ1632  HISTORY     - Date     Condition        Report By
 HZ1632  HISTORY     - 1965     MONUMENTED       CGS
 HZ1632  HISTORY     - 20190915 GOOD             USPSQD
 HZ1632
 HZ1632                          STATION DESCRIPTION
 HZ1632
 HZ1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1632'1 MI E FROM JEFFERSONVILLE.
 HZ1632'ABOUT 0.35 MILE SOUTHEAST ALONG SPRING STREET FROM THE MASONIC
 HZ1632'TEMPLE AT JEFFERSONVILLE, THENCE 0.7 MILE NORTHEAST ALONG MARKET
 HZ1632'STREET, AT THE MARKET STREET OPENING OF A FLOOD WALL AND LEVEE,
 HZ1632'25 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, SET IN THE
 HZ1632'TOP OF THE NORTHWEST END OF A STEEL ENCASED CONCRETE CURBING
 HZ1632'OF THE WALKWAY THRU THE FLOOD WALL, 28 FEET WEST OF THE WEST
 HZ1632'CORNER OF MAINTENANCE BUILDING 218.
 HZ1632
 HZ1632                          STATION RECOVERY (2019)
 HZ1632
 HZ1632'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1594 ***********************************************************************
 HZ1594  DESIGNATION -  T 323
 HZ1594  PID         -  HZ1594
 HZ1594  STATE/COUNTY-  IN/HARRISON
 HZ1594  COUNTRY     -  US
 HZ1594  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1594
 HZ1594                         *CURRENT SURVEY CONTROL
 HZ1594  ______________________________________________________________________
 HZ1594* NAD 83(1986) POSITION- 38 02 17.     (N) 085 55 45.     (W)   SCALED
 HZ1594* NAVD 88 ORTHO HEIGHT -   131.646 (meters)      431.91  (feet) ADJUSTED
 HZ1594  ______________________________________________________________________
 HZ1594  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 HZ1594  DYNAMIC HEIGHT  -        131.555 (meters)      431.61  (feet) COMP
 HZ1594  MODELED GRAVITY -    979,935.3   (mgal)                       NAVD 88
 HZ1594
 HZ1594  VERT ORDER      -  FIRST     CLASS II
 HZ1594
 HZ1594.The horizontal coordinates were scaled from a map and have
 HZ1594.an estimated accuracy of +/- 6 seconds.
 HZ1594
 HZ1594.The orthometric height was determined by differential leveling and
 HZ1594.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1594.in June 1991.
 HZ1594
 HZ1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1594.GEOID18 height accuracy estimate available here.
 HZ1594
 HZ1594.Click photographs - Photos may exist for this station.
 HZ1594
 HZ1594.The dynamic height is computed by dividing the NAVD 88
 HZ1594.geopotential number by the normal gravity value computed on the
 HZ1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1594.degrees latitude (g = 980.6199 gals.).
 HZ1594
 HZ1594.The modeled gravity was interpolated from observed gravity values.
 HZ1594
 HZ1594;                    North         East    Units  Estimated Accuracy
 HZ1594;SPC IN E     -   309,750.       76,960.      MT  (+/- 180 meters Scaled)
 HZ1594
 HZ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH939105(NAD 83)
 HZ1594
 HZ1594                          SUPERSEDED SURVEY CONTROL
 HZ1594
 HZ1594  NGVD 29 (??/??/92)  131.775  (m)          432.33   (f) ADJ UNCH    1 2
 HZ1594
 HZ1594.Superseded values are not recommended for survey control.
 HZ1594
 HZ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1594.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1594
 HZ1594_MARKER: DB = BENCH MARK DISK
 HZ1594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HZ1594+WITH SETTING: INFORMATION.
 HZ1594_STAMPING: T 323 1965
 HZ1594_MARK LOGO: CGS
 HZ1594_MAGNETIC: I = MARKER IS A STEEL ROD
 HZ1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1594
 HZ1594  HISTORY     - Date     Condition        Report By
 HZ1594  HISTORY     - 1965     MONUMENTED       CGS
 HZ1594
 HZ1594                          STATION DESCRIPTION
 HZ1594
 HZ1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1594'0.3 MI E FROM ROSEWOOD.
 HZ1594'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1594'METHODIST CHURCH AT ROSEWOOD, IN SECTION 35, T 5 S, R 5 E, 83
 HZ1594'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE PAVED ROAD
 HZ1594'AND STATE HIGHWAY 111, 72 FEET WEST OF THE CENTER LINE OF THE
 HZ1594'HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 HZ1594'166 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 9 FEET
 HZ1594'SOUTHWEST OF THE SOUTH EDGE OF A CONCRETE PLATFORM OVER A CISTERN,
 HZ1594'0.7 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1594'HIGHWAY AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 HZ1594'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH CAST
 HZ1594'IRON PIPE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0482 ***********************************************************************
 JA0482  DESIGNATION -  T 324
 JA0482  PID         -  JA0482
 JA0482  STATE/COUNTY-  IN/HARRISON
 JA0482  COUNTRY     -  US
 JA0482  USGS QUAD   -  LEAVENWORTH (2019)
 JA0482
 JA0482                         *CURRENT SURVEY CONTROL
 JA0482  ______________________________________________________________________
 JA0482* NAD 83(1986) POSITION- 38 07 49.     (N) 086 14 59.     (W)   SCALED
 JA0482* NAVD 88 ORTHO HEIGHT -   134.499 (meters)      441.27  (feet) ADJUSTED
 JA0482  ______________________________________________________________________
 JA0482  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JA0482  DYNAMIC HEIGHT  -        134.404 (meters)      440.96  (feet) COMP
 JA0482  MODELED GRAVITY -    979,920.0   (mgal)                       NAVD 88
 JA0482
 JA0482  VERT ORDER      -  FIRST     CLASS II
 JA0482
 JA0482.The horizontal coordinates were scaled from a map and have
 JA0482.an estimated accuracy of +/- 6 seconds.
 JA0482
 JA0482.The orthometric height was determined by differential leveling and
 JA0482.adjusted by the NATIONAL GEODETIC SURVEY
 JA0482.in June 1991.
 JA0482
 JA0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0482.GEOID18 height accuracy estimate available here.
 JA0482
 JA0482.Click photographs - Photos may exist for this station.
 JA0482
 JA0482.The dynamic height is computed by dividing the NAVD 88
 JA0482.geopotential number by the normal gravity value computed on the
 JA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0482.degrees latitude (g = 980.6199 gals.).
 JA0482
 JA0482.The modeled gravity was interpolated from observed gravity values.
 JA0482
 JA0482;                    North         East    Units  Estimated Accuracy
 JA0482;SPC IN E     -   320,120.       48,880.      MT  (+/- 180 meters Scaled)
 JA0482
 JA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH657205(NAD 83)
 JA0482
 JA0482                          SUPERSEDED SURVEY CONTROL
 JA0482
 JA0482  NGVD 29 (??/??/92)  134.605  (m)          441.62   (f) ADJ UNCH    1 2
 JA0482
 JA0482.Superseded values are not recommended for survey control.
 JA0482
 JA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0482.See file dsdata.pdf to determine how the superseded data were derived.
 JA0482
 JA0482_MARKER: DB = BENCH MARK DISK
 JA0482_SETTING: 66 = SET IN ROCK OUTCROP
 JA0482_STAMPING: T 324 1965
 JA0482_MARK LOGO: CGS
 JA0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0482+STABILITY: POSITION/ELEVATION WELL
 JA0482
 JA0482  HISTORY     - Date     Condition        Report By
 JA0482  HISTORY     - 1965     MONUMENTED       CGS
 JA0482
 JA0482                          STATION DESCRIPTION
 JA0482
 JA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0482'3.4 MI NE FROM NEW AMSTERDAM.
 JA0482'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0482'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0482'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 JA0482'NORTHEAST ALONG A PRIVATE GRAVELED ROAD, IN SECTION 36, T 4 S,
 JA0482'R 2 E, ON PROPERTY BELONGING TO MR. FLOYD F. FROMAN, ON THE
 JA0482'CREST OF A ROCK KNOLL, 25 FEET NORTH OF THE CENTER LINE OF THE
 JA0482'ROAD, SET IN THE TOP OF A ROCK OUTCROP, 45 FEET EAST OF THE
 JA0482'EAST CORNER OF A FARMHOUSE, 33 FEET NORTH AND ACROSS THE ROAD
 JA0482'FROM A 24-INCH ELM TREE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA0482'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1091 ***********************************************************************
 HA1091  DESIGNATION -  T 325
 HA1091  PID         -  HA1091
 HA1091  STATE/COUNTY-  IN/POSEY
 HA1091  COUNTRY     -  US
 HA1091  USGS QUAD   -  CABORN (2019)
 HA1091
 HA1091                         *CURRENT SURVEY CONTROL
 HA1091  ______________________________________________________________________
 HA1091* NAD 83(1986) POSITION- 37 56 33.     (N) 087 47 39.     (W)   SCALED
 HA1091* NAVD 88 ORTHO HEIGHT -   115.805 (meters)      379.94  (feet) ADJUSTED
 HA1091  ______________________________________________________________________
 HA1091  GEOID HEIGHT    -        -30.708 (meters)                     GEOID18
 HA1091  DYNAMIC HEIGHT  -        115.725 (meters)      379.67  (feet) COMP
 HA1091  MODELED GRAVITY -    979,942.0   (mgal)                       NAVD 88
 HA1091
 HA1091  VERT ORDER      -  FIRST     CLASS II
 HA1091
 HA1091.The horizontal coordinates were scaled from a map and have
 HA1091.an estimated accuracy of +/- 6 seconds.
 HA1091
 HA1091.The orthometric height was determined by differential leveling and
 HA1091.adjusted by the NATIONAL GEODETIC SURVEY
 HA1091.in June 1991.
 HA1091
 HA1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1091.GEOID18 height accuracy estimate available here.
 HA1091
 HA1091.Click photographs - Photos may exist for this station.
 HA1091
 HA1091.The dynamic height is computed by dividing the NAVD 88
 HA1091.geopotential number by the normal gravity value computed on the
 HA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1091.degrees latitude (g = 980.6199 gals.).
 HA1091
 HA1091.The modeled gravity was interpolated from observed gravity values.
 HA1091
 HA1091;                    North         East    Units  Estimated Accuracy
 HA1091;SPC IN W     -   299,350.      837,520.      MT  (+/- 180 meters Scaled)
 HA1091
 HA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG302997(NAD 83)
 HA1091
 HA1091                          SUPERSEDED SURVEY CONTROL
 HA1091
 HA1091  NGVD 29 (??/??/92)  115.903  (m)          380.26   (f) ADJ UNCH    1 2
 HA1091
 HA1091.Superseded values are not recommended for survey control.
 HA1091
 HA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1091.See file dsdata.pdf to determine how the superseded data were derived.
 HA1091
 HA1091_MARKER: DB = BENCH MARK DISK
 HA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1091_STAMPING: T 325 1965
 HA1091_MARK LOGO: CGS
 HA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1091+STABILITY: SURFACE MOTION
 HA1091
 HA1091  HISTORY     - Date     Condition        Report By
 HA1091  HISTORY     - 1965     MONUMENTED       CGS
 HA1091
 HA1091                          STATION DESCRIPTION
 HA1091
 HA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1091'5.8 MI E FROM MT VERNON.
 HA1091'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1091'COURTHOUSE AT MT. VERNON, IN SECTION 6, T 7 S, R 12 W, 0.1 MILE
 HA1091'WEST OF AN INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, 92
 HA1091'FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 47 FEET NORTH OF
 HA1091'THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF POWER POLE
 HA1091'NUMBER 32167, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 HA1091'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HA1091'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0725 ***********************************************************************
 HA0725  DESIGNATION -  T 326
 HA0725  PID         -  HA0725
 HA0725  STATE/COUNTY-  IN/SPENCER
 HA0725  COUNTRY     -  US
 HA0725  USGS QUAD   -  YANKEETOWN (2019)
 HA0725
 HA0725                         *CURRENT SURVEY CONTROL
 HA0725  ______________________________________________________________________
 HA0725* NAD 83(1986) POSITION- 37 54 14.3    (N) 087 15 33.5    (W)   HD_HELD2
 HA0725* NAVD 88 ORTHO HEIGHT -   115.032 (meters)      377.40  (feet) ADJUSTED
 HA0725  ______________________________________________________________________
 HA0725  GEOID HEIGHT    -        -31.059 (meters)                     GEOID18
 HA0725  DYNAMIC HEIGHT  -        114.954 (meters)      377.14  (feet) COMP
 HA0725  MODELED GRAVITY -    979,944.5   (mgal)                       NAVD 88
 HA0725
 HA0725  VERT ORDER      -  FIRST     CLASS II
 HA0725
 HA0725.The horizontal coordinates were established by autonomous hand held GPS
 HA0725.observations and have an estimated accuracy of +/- 10 meters.
 HA0725
 HA0725.The orthometric height was determined by differential leveling and
 HA0725.adjusted by the NATIONAL GEODETIC SURVEY
 HA0725.in June 1991.
 HA0725
 HA0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0725.GEOID18 height accuracy estimate available here.
 HA0725
 HA0725.Click photographs - Photos may exist for this station.
 HA0725
 HA0725.The dynamic height is computed by dividing the NAVD 88
 HA0725.geopotential number by the normal gravity value computed on the
 HA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0725.degrees latitude (g = 980.6199 gals.).
 HA0725
 HA0725.The modeled gravity was interpolated from observed gravity values.
 HA0725
 HA0725;                    North         East    Units  Estimated Accuracy
 HA0725;SPC IN W     -   294,850.      884,524.      MT  (+/- 10 meters HH2 GPS)
 HA0725
 HA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7720395192(NAD 83)
 HA0725
 HA0725                          SUPERSEDED SURVEY CONTROL
 HA0725
 HA0725  NGVD 29 (??/??/92)  115.124  (m)          377.70   (f) ADJ UNCH    1 2
 HA0725
 HA0725.Superseded values are not recommended for survey control.
 HA0725
 HA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0725.See file dsdata.pdf to determine how the superseded data were derived.
 HA0725
 HA0725_MARKER: DB = BENCH MARK DISK
 HA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0725_STAMPING: T 326 1965
 HA0725_MARK LOGO: CGS
 HA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0725+STABILITY: SURFACE MOTION
 HA0725
 HA0725  HISTORY     - Date     Condition        Report By
 HA0725  HISTORY     - 1965     MONUMENTED       CGS
 HA0725  HISTORY     - 1988     GOOD             USPSQD
 HA0725  HISTORY     - 20110129 GOOD             GEOCAC
 HA0725
 HA0725                          STATION DESCRIPTION
 HA0725
 HA0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0725'2 MI W FROM HATFIELD.
 HA0725'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0725'AT HATFIELD, OR ABOUT 2.55 MILES EAST ALONG STATE HIGHWAY 66 FROM
 HA0725'THE JUNCTION OF STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, IN SECTION
 HA0725'13, T 7 S, R 8 W, ON THE INSIDE OF A LONG CURVE IN THE HIGHWAY,
 HA0725'38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 HA0725'SOUTHWEST OF A 22-INCH ELM TREE WHICH IS THE MOST SOUTHWESTERLY
 HA0725'TREE IN A ROW OF TREES, 10 1/2 FEET NORTH EAST OF A POWER POLE
 HA0725'BRACED BY A GUY WIRE, 4 FEET SOUTH OF THE BASE OF A GUY WIRE, 1.5
 HA0725'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 HA0725'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HA0725'PROJECTING 6 INCHES.
 HA0725
 HA0725                          STATION RECOVERY (1988)
 HA0725
 HA0725'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0725'RECOVERED IN GOOD CONDITION.
 HA0725
 HA0725                          STATION RECOVERY (2011)
 HA0725
 HA0725'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0725'
 HA0725'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0490 ***********************************************************************
 JA0490  DESIGNATION -  T 327
 JA0490  PID         -  JA0490
 JA0490  STATE/COUNTY-  IN/HARRISON
 JA0490  COUNTRY     -  US
 JA0490  USGS QUAD   -  LEAVENWORTH (2019)
 JA0490
 JA0490                         *CURRENT SURVEY CONTROL
 JA0490  ______________________________________________________________________
 JA0490* NAD 83(1986) POSITION- 38 10 54.     (N) 086 16 41.     (W)   SCALED
 JA0490* NAVD 88 ORTHO HEIGHT -   156.676 (meters)      514.03  (feet) ADJUSTED
 JA0490  ______________________________________________________________________
 JA0490  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 JA0490  DYNAMIC HEIGHT  -        156.564 (meters)      513.66  (feet) COMP
 JA0490  MODELED GRAVITY -    979,910.4   (mgal)                       NAVD 88
 JA0490
 JA0490  VERT ORDER      -  FIRST     CLASS II
 JA0490
 JA0490.The horizontal coordinates were scaled from a map and have
 JA0490.an estimated accuracy of +/- 6 seconds.
 JA0490
 JA0490.The orthometric height was determined by differential leveling and
 JA0490.adjusted by the NATIONAL GEODETIC SURVEY
 JA0490.in June 1991.
 JA0490
 JA0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0490.GEOID18 height accuracy estimate available here.
 JA0490
 JA0490.Click photographs - Photos may exist for this station.
 JA0490
 JA0490.The dynamic height is computed by dividing the NAVD 88
 JA0490.geopotential number by the normal gravity value computed on the
 JA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0490.degrees latitude (g = 980.6199 gals.).
 JA0490
 JA0490.The modeled gravity was interpolated from observed gravity values.
 JA0490
 JA0490;                    North         East    Units  Estimated Accuracy
 JA0490;SPC IN E     -   325,840.       46,430.      MT  (+/- 180 meters Scaled)
 JA0490
 JA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH632262(NAD 83)
 JA0490
 JA0490                          SUPERSEDED SURVEY CONTROL
 JA0490
 JA0490  NGVD 29 (??/??/92)  156.782  (m)          514.38   (f) ADJ UNCH    1 2
 JA0490
 JA0490.Superseded values are not recommended for survey control.
 JA0490
 JA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0490.See file dsdata.pdf to determine how the superseded data were derived.
 JA0490
 JA0490_MARKER: DB = BENCH MARK DISK
 JA0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0490_SP_SET: BRIDGE
 JA0490_STAMPING: T 327 1965
 JA0490_MARK LOGO: CGS
 JA0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0490+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 JA0490
 JA0490  HISTORY     - Date     Condition        Report By
 JA0490  HISTORY     - 1965     MONUMENTED       CGS
 JA0490  HISTORY     - 20151109 GOOD             INDOT
 JA0490
 JA0490                          STATION DESCRIPTION
 JA0490
 JA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0490'8 MI E FROM LEAVENWORTH.
 JA0490'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0490'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0490'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0490'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.95 MILES EAST ALONG A
 JA0490'PAVED AND GRAVELED ROAD, THENCE 1.7 MILES SOUTH ALONG A WINDING
 JA0490'GRAVELED ROAD, IN SECTION 11, T 4 S, R 2 E, 9 FEET SOUTHWEST OF
 JA0490'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST END
 JA0490'OF THE CONCRETE PIER OF A WOODEN BRIDGE, 126 FEET SOUTHEAST OF
 JA0490'THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST
 JA0490'TO A FIRE TOWER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 JA0490
 JA0490                          STATION RECOVERY (2015)
 JA0490
 JA0490'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0575 ***********************************************************************
 JA0575  DESIGNATION -  T 328
 JA0575  PID         -  JA0575
 JA0575  STATE/COUNTY-  IN/DUBOIS
 JA0575  COUNTRY     -  US
 JA0575  USGS QUAD   -  HUNTINGBURG (2019)
 JA0575
 JA0575                         *CURRENT SURVEY CONTROL
 JA0575  ______________________________________________________________________
 JA0575* NAD 83(1986) POSITION- 38 17 57.     (N) 086 54 35.     (W)   SCALED
 JA0575* NAVD 88 ORTHO HEIGHT -   139.324 (meters)      457.10  (feet) ADJUSTED
 JA0575  ______________________________________________________________________
 JA0575  GEOID HEIGHT    -        -32.366 (meters)                     GEOID18
 JA0575  DYNAMIC HEIGHT  -        139.230 (meters)      456.79  (feet) COMP
 JA0575  MODELED GRAVITY -    979,952.5   (mgal)                       NAVD 88
 JA0575
 JA0575  VERT ORDER      -  FIRST     CLASS II
 JA0575
 JA0575.The horizontal coordinates were scaled from a map and have
 JA0575.an estimated accuracy of +/- 6 seconds.
 JA0575
 JA0575.The orthometric height was determined by differential leveling and
 JA0575.adjusted by the NATIONAL GEODETIC SURVEY
 JA0575.in June 1991.
 JA0575
 JA0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0575.GEOID18 height accuracy estimate available here.
 JA0575
 JA0575.Click photographs - Photos may exist for this station.
 JA0575
 JA0575.The dynamic height is computed by dividing the NAVD 88
 JA0575.geopotential number by the normal gravity value computed on the
 JA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0575.degrees latitude (g = 980.6199 gals.).
 JA0575
 JA0575.The modeled gravity was interpolated from observed gravity values.
 JA0575
 JA0575;                    North         East    Units  Estimated Accuracy
 JA0575;SPC IN W     -   338,710.      915,190.      MT  (+/- 180 meters Scaled)
 JA0575
 JA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH078390(NAD 83)
 JA0575
 JA0575                          SUPERSEDED SURVEY CONTROL
 JA0575
 JA0575  NGVD 29 (??/??/92)  139.431  (m)          457.45   (f) ADJ UNCH    1 2
 JA0575
 JA0575.Superseded values are not recommended for survey control.
 JA0575
 JA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0575.See file dsdata.pdf to determine how the superseded data were derived.
 JA0575
 JA0575_MARKER: DB = BENCH MARK DISK
 JA0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0575_SP_SET: BRIDGE
 JA0575_STAMPING: T 328 1965
 JA0575_MARK LOGO: CGS
 JA0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0575
 JA0575  HISTORY     - Date     Condition        Report By
 JA0575  HISTORY     - 1965     MONUMENTED       CGS
 JA0575
 JA0575                          STATION DESCRIPTION
 JA0575
 JA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0575'2.2 MI E FROM HUNTINGBURG.
 JA0575'ABOUT 2.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POWER
 JA0575'PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION 36,
 JA0575'T 2 S, R 5 W, 0.3 MILE WEST OF THE CROSSING OF A PRIVATE ROAD
 JA0575'AND THE RAILROAD, 100 FEET NORTH OF THE NORTH RAIL, 18 FEET
 JA0575'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 JA0575'SOUTHEAST CONCRETE WINGWALL OF A CONCRETE BRIDGE IN STATE HIGHWAY
 JA0575'64, ABOUT LEVEL WITH THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0536 ***********************************************************************
 HA0536  DESIGNATION -  T 329
 HA0536  PID         -  HA0536
 HA0536  STATE/COUNTY-  IN/PERRY
 HA0536  COUNTRY     -  US
 HA0536  USGS QUAD   -  TELL CITY (2019)
 HA0536
 HA0536                         *CURRENT SURVEY CONTROL
 HA0536  ______________________________________________________________________
 HA0536* NAD 83(2011) POSITION- 37 57 30.93816(N) 086 46 20.45097(W)   ADJUSTED
 HA0536* NAD 83(2011) ELLIP HT-    92.083 (meters)        (06/27/12)   ADJUSTED
 HA0536* NAD 83(2011) EPOCH   -  2010.00
 HA0536* NAVD 88 ORTHO HEIGHT -   124.035 (meters)      406.94  (feet) ADJUSTED
 HA0536  ______________________________________________________________________
 HA0536  GEOID HEIGHT    -        -31.945 (meters)                     GEOID18
 HA0536  NAD 83(2011) X  -    283,506.072 (meters)                     COMP
 HA0536  NAD 83(2011) Y  - -5,027,342.632 (meters)                     COMP
 HA0536  NAD 83(2011) Z  -  3,901,877.958 (meters)                     COMP
 HA0536  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 HA0536  DYNAMIC HEIGHT  -        123.947 (meters)      406.65  (feet) COMP
 HA0536  MODELED GRAVITY -    979,924.0   (mgal)                       NAVD 88
 HA0536
 HA0536  VERT ORDER      -  FIRST     CLASS II
 HA0536
 HA0536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HA0536  Standards:
 HA0536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HA0536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HA0536  -------------------------------------------------------------------
 HA0536  NETWORK    0.70   1.02           0.31   0.26   0.52      0.05108035
 HA0536  -------------------------------------------------------------------
 HA0536  Click here for local accuracies and other accuracy information.
 HA0536
 HA0536.The horizontal coordinates were established by GPS observations
 HA0536.and adjusted by the National Geodetic Survey in June 2012.
 HA0536
 HA0536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HA0536.been affixed to the stable North American tectonic plate. See 
 HA0536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HA0536
 HA0536.The horizontal coordinates are valid at the epoch date displayed above
 HA0536.which is a decimal equivalence of Year/Month/Day.
 HA0536
 HA0536.The orthometric height was determined by differential leveling and
 HA0536.adjusted by the NATIONAL GEODETIC SURVEY
 HA0536.in June 1991.
 HA0536
 HA0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0536.GEOID18 height accuracy estimate available here.
 HA0536
 HA0536.Click photographs - Photos may exist for this station.
 HA0536
 HA0536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0536
 HA0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA0536
 HA0536.The ellipsoidal height was determined by GPS observations
 HA0536.and is referenced to NAD 83.
 HA0536
 HA0536.The dynamic height is computed by dividing the NAVD 88
 HA0536.geopotential number by the normal gravity value computed on the
 HA0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0536.degrees latitude (g = 980.6199 gals.).
 HA0536
 HA0536.The modeled gravity was interpolated from observed gravity values.
 HA0536
 HA0536. The following values were computed from the NAD 83(2011) position.
 HA0536
 HA0536;                    North         East     Units Scale Factor Converg.
 HA0536;SPC IN W     -   300,943.889   927,329.125   MT  0.99997586   +0 11 28.6
 HA0536;SPC IN W     -   987,346.74  3,042,412.30   sFT  0.99997586   +0 11 28.6
 HA0536;UTM  16      - 4,201,245.385   519,998.528   MT  0.99960493   +0 08 24.1
 HA0536
 HA0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0536!SPC IN W     -   0.99998555  x   0.99997586  =   0.99996141
 HA0536!UTM  16      -   0.99998555  x   0.99960493  =   0.99959049
 HA0536
 HA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1999801245(NAD 83)
 HA0536
 HA0536                          SUPERSEDED SURVEY CONTROL
 HA0536
 HA0536  NAD 83(2007)-  37 57 30.93816(N)    086 46 20.45176(W) AD(2002.00) 0
 HA0536  ELLIP H (02/10/07)   92.109  (m)                       GP(2002.00)    
 HA0536  NAD 83(1997)-  37 57 30.93785(N)    086 46 20.45237(W) AD(       ) 1
 HA0536  NAD 83(1993)-  37 57 30.93784(N)    086 46 20.45238(W) AD(       ) 1
 HA0536  ELLIP H (08/25/97)   92.112  (m)                       GP(       ) 4 2
 HA0536  NAVD 88             124.04   (m)          407.0    (f) LEVELING    3  
 HA0536  NGVD 29 (??/??/92)  124.142  (m)          407.29   (f) ADJ UNCH    1 2
 HA0536
 HA0536.Superseded values are not recommended for survey control.
 HA0536
 HA0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0536.See file dsdata.pdf to determine how the superseded data were derived.
 HA0536
 HA0536_MARKER: DB = BENCH MARK DISK
 HA0536_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HA0536_SP_SET: RETAINING WALL
 HA0536_STAMPING: T 329 1965
 HA0536_MARK LOGO: CGS
 HA0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0536+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1996
 HA0536
 HA0536  HISTORY     - Date     Condition        Report By
 HA0536  HISTORY     - 1965     MONUMENTED       CGS
 HA0536  HISTORY     - 19960804 GOOD             NGS
 HA0536  HISTORY     - 20000308 GOOD             DI
 HA0536
 HA0536                          STATION DESCRIPTION
 HA0536
 HA0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0536'0.8 MI N FROM TELL CITY.
 HA0536'ABOUT 0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT TELL
 HA0536'CITY, THENCE 0.15 MILE WEST ALONG LAFAYETTE STREET, IN SECTION
 HA0536'30, T 6 S, R 3 W, 100 FEET NORTH OF THE CENTER LINE OF LAFAYETTE
 HA0536'STREET, 16 FEET EAST OF THE EAST RAIL OF THE SOUTHERN RAILROAD, 12
 HA0536'FEET SOUTH OF THE CENTER LINE OF A LEVEE, SET IN THE TOP OF THE
 HA0536'SOUTHEAST CORNER OF A CONCRETE BACK WALL OF A GATE GUIDE OF A FLOOD
 HA0536'GATE IN THE LEVEE, 7 1/2 FEET EAST OF A PIPE RAILING WHICH IS ON
 HA0536'TOP OF A CONCRETE RETAINING WALL OF THE GATE GUIDE, ABOUT LEVEL
 HA0536'WITH THE TOP OF THE LEVEE.
 HA0536
 HA0536                          STATION RECOVERY (1996)
 HA0536
 HA0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 HA0536'RECOVERY NOTE BY NGS-1996.  RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HA0536
 HA0536                          STATION RECOVERY (2000)
 HA0536
 HA0536'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 HA0536'FOUND MARK IN GOOD CONDITION - NO CHANGE IN DESCRIPTION.  GOOD GPS
 HA0536'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0495 ***********************************************************************
 HA0495  DESIGNATION -  T 330
 HA0495  PID         -  HA0495
 HA0495  STATE/COUNTY-  IN/PERRY
 HA0495  COUNTRY     -  US
 HA0495  USGS QUAD   -  ROME (2019)
 HA0495
 HA0495                         *CURRENT SURVEY CONTROL
 HA0495  ______________________________________________________________________
 HA0495* NAD 83(1986) POSITION- 37 58 32.     (N) 086 31 56.     (W)   SCALED
 HA0495* NAVD 88 ORTHO HEIGHT -   120.406 (meters)      395.03  (feet) ADJUSTED
 HA0495  ______________________________________________________________________
 HA0495  GEOID HEIGHT    -        -32.516 (meters)                     GEOID18
 HA0495  DYNAMIC HEIGHT  -        120.319 (meters)      394.75  (feet) COMP
 HA0495  MODELED GRAVITY -    979,908.2   (mgal)                       NAVD 88
 HA0495
 HA0495  VERT ORDER      -  FIRST     CLASS II
 HA0495
 HA0495.The horizontal coordinates were scaled from a map and have
 HA0495.an estimated accuracy of +/- 6 seconds.
 HA0495
 HA0495.The orthometric height was determined by differential leveling and
 HA0495.adjusted by the NATIONAL GEODETIC SURVEY
 HA0495.in June 1991.
 HA0495
 HA0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0495.GEOID18 height accuracy estimate available here.
 HA0495
 HA0495.Click photographs - Photos may exist for this station.
 HA0495
 HA0495.The dynamic height is computed by dividing the NAVD 88
 HA0495.geopotential number by the normal gravity value computed on the
 HA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0495.degrees latitude (g = 980.6199 gals.).
 HA0495
 HA0495.The modeled gravity was interpolated from observed gravity values.
 HA0495
 HA0495;                    North         East    Units  Estimated Accuracy
 HA0495;SPC IN W     -   302,920.      948,420.      MT  (+/- 180 meters Scaled)
 HA0495
 HA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410032(NAD 83)
 HA0495
 HA0495                          SUPERSEDED SURVEY CONTROL
 HA0495
 HA0495  NGVD 29 (??/??/92)  120.509  (m)          395.37   (f) ADJ UNCH    1 2
 HA0495
 HA0495.Superseded values are not recommended for survey control.
 HA0495
 HA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0495.See file dsdata.pdf to determine how the superseded data were derived.
 HA0495
 HA0495_MARKER: DB = BENCH MARK DISK
 HA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0495_STAMPING: T 330 1965
 HA0495_MARK LOGO: CGS
 HA0495_PROJECTION: RECESSED 6 CENTIMETERS
 HA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0495+STABILITY: SURFACE MOTION
 HA0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0495+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2023
 HA0495
 HA0495  HISTORY     - Date     Condition        Report By
 HA0495  HISTORY     - 1965     MONUMENTED       CGS
 HA0495  HISTORY     - 20230814 GOOD             INDOT
 HA0495
 HA0495                          STATION DESCRIPTION
 HA0495
 HA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0495'4.3 MI S FROM DERBY.
 HA0495'ABOUT 0.1 MILE EAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH
 HA0495'AT DERBY, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 66, OR
 HA0495'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD ALONG STATE HIGHWAY
 HA0495'66, OR ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE
 HA0495'SCHOOLHOUSE AT ROME, THENCE 4.75 MILES NORTH ALONG STATE HIGHWAY
 HA0495'66, IN SECTION 20, T 6 S, R 1 W, 38 FEET NORTHWEST OF THE CENTER
 HA0495'LINE OF THE HIGHWAY, 0.25 MILE NORTHEAST OF A STEEL BRIDGE, 149
 HA0495'FEET NORTHEAST OF A HISTORIC SIGN BOARD, 39 FEET NORTHEAST OF
 HA0495'THE CENTER LINE OF A PRIVATE DRIVEWAY TO THE A.A. THOMAS
 HA0495'FARMHOUSE, 34 FEET EAST OF A 27-INCH ELM TREE, 15 FEET NORTHWEST
 HA0495'OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, ABOUT 2 FEET
 HA0495'ABOVE THE HIGHWAY SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0495'5 INCHES.
 HA0495
 HA0495                          STATION RECOVERY (2023)
 HA0495
 HA0495'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1137 ***********************************************************************
 JA1137  DESIGNATION -  T 331
 JA1137  PID         -  JA1137
 JA1137  STATE/COUNTY-  IN/GIBSON
 JA1137  COUNTRY     -  US
 JA1137  USGS QUAD   -  PRINCETON (2019)
 JA1137
 JA1137                         *CURRENT SURVEY CONTROL
 JA1137  ______________________________________________________________________
 JA1137* NAD 83(1986) POSITION- 38 21 36.     (N) 087 37 01.     (W)   SCALED
 JA1137* NAVD 88 ORTHO HEIGHT -   128.373 (meters)      421.17  (feet) ADJUSTED
 JA1137  ______________________________________________________________________
 JA1137  GEOID HEIGHT    -        -31.432 (meters)                     GEOID18
 JA1137  DYNAMIC HEIGHT  -        128.289 (meters)      420.89  (feet) COMP
 JA1137  MODELED GRAVITY -    979,969.8   (mgal)                       NAVD 88
 JA1137
 JA1137  VERT ORDER      -  FIRST     CLASS II
 JA1137
 JA1137.The horizontal coordinates were scaled from a map and have
 JA1137.an estimated accuracy of +/- 6 seconds.
 JA1137
 JA1137.The orthometric height was determined by differential leveling and
 JA1137.adjusted by the NATIONAL GEODETIC SURVEY
 JA1137.in June 1991.
 JA1137
 JA1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1137.GEOID18 height accuracy estimate available here.
 JA1137
 JA1137.Click photographs - Photos may exist for this station.
 JA1137
 JA1137.The dynamic height is computed by dividing the NAVD 88
 JA1137.geopotential number by the normal gravity value computed on the
 JA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1137.degrees latitude (g = 980.6199 gals.).
 JA1137
 JA1137.The modeled gravity was interpolated from observed gravity values.
 JA1137
 JA1137;                    North         East    Units  Estimated Accuracy
 JA1137;SPC IN W     -   345,590.      853,360.      MT  (+/- 180 meters Scaled)
 JA1137
 JA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH460459(NAD 83)
 JA1137
 JA1137                          SUPERSEDED SURVEY CONTROL
 JA1137
 JA1137  NGVD 29 (??/??/92)  128.510  (m)          421.62   (f) ADJ UNCH    1 2
 JA1137
 JA1137.Superseded values are not recommended for survey control.
 JA1137
 JA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1137.See file dsdata.pdf to determine how the superseded data were derived.
 JA1137
 JA1137_MARKER: DB = BENCH MARK DISK
 JA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1137_STAMPING: T 331 1965
 JA1137_MARK LOGO: CGS
 JA1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1137+STABILITY: SURFACE MOTION
 JA1137
 JA1137  HISTORY     - Date     Condition        Report By
 JA1137  HISTORY     - 1965     MONUMENTED       CGS
 JA1137
 JA1137                          STATION DESCRIPTION
 JA1137
 JA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1137'2.8 MI W FROM PRINCETON.
 JA1137'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1137'COUNTY COURTHOUSE AT PRINCETON, THENCE 2.5 MILES WEST ALONG THE
 JA1137'SOUTHERN RAILWAY, 169 1/2 FEET SOUTH OF THE CENTER OF A CROSSING
 JA1137'OF THE RAILROAD AND PAVED ROAD NUMBER 275W, 167 FEET SOUTH OF
 JA1137'THE SOUTH RAIL, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 52
 JA1137'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A NARROW STEEL BRIDGE,
 JA1137'9 FEET NORTH OF A 28-INCH SYCAMORE TREE, 2 FEET EAST OF A
 JA1137'FENCE, 2.7 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 3 FEET
 JA1137'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA1137'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0245 ***********************************************************************
 MD0245  DESIGNATION -  T 332
 MD0245  PID         -  MD0245
 MD0245  STATE/COUNTY-  IN/ALLEN
 MD0245  COUNTRY     -  US
 MD0245  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0245
 MD0245                         *CURRENT SURVEY CONTROL
 MD0245  ______________________________________________________________________
 MD0245* NAD 83(1986) POSITION- 41 04 39.5    (N) 084 48 12.6    (W)   HD_HELD2
 MD0245* NAVD 88 ORTHO HEIGHT -   231.193 (meters)      758.51  (feet) ADJUSTED
 MD0245  ______________________________________________________________________
 MD0245  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 MD0245  DYNAMIC HEIGHT  -        231.098 (meters)      758.19  (feet) COMP
 MD0245  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 MD0245
 MD0245  VERT ORDER      -  FIRST     CLASS I
 MD0245
 MD0245.The horizontal coordinates were established by autonomous hand held GPS
 MD0245.observations and have an estimated accuracy of +/- 10 meters.
 MD0245
 MD0245.The orthometric height was determined by differential leveling and
 MD0245.adjusted by the NATIONAL GEODETIC SURVEY
 MD0245.in April 1995.
 MD0245
 MD0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0245.GEOID18 height accuracy estimate available here.
 MD0245
 MD0245.Click photographs - Photos may exist for this station.
 MD0245
 MD0245.The dynamic height is computed by dividing the NAVD 88
 MD0245.geopotential number by the normal gravity value computed on the
 MD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0245.degrees latitude (g = 980.6199 gals.).
 MD0245
 MD0245.The modeled gravity was interpolated from observed gravity values.
 MD0245
 MD0245;                    North         East    Units  Estimated Accuracy
 MD0245;SPC IN E     -   647,539.      172,535.      MT  (+/- 10 meters HH2 GPS)
 MD0245
 MD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8451849700(NAD 83)
 MD0245
 MD0245                          SUPERSEDED SURVEY CONTROL
 MD0245
 MD0245  NAVD 88 (06/15/91)  231.186  (m)          758.48   (f) SUPERSEDED  1 1
 MD0245  NGVD 29 (01/19/93)  231.350  (m)          759.02   (f) ADJUSTED    1 1
 MD0245  NGVD 29 (??/??/92)  231.343  (m)          759.00   (f) SUPERSEDED  1 1
 MD0245
 MD0245.Superseded values are not recommended for survey control.
 MD0245
 MD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0245.See file dsdata.pdf to determine how the superseded data were derived.
 MD0245
 MD0245_MARKER: DB = BENCH MARK DISK
 MD0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0245_SP_SET: HEADWALL
 MD0245_STAMPING: T 332 1968
 MD0245_MARK LOGO: CGS
 MD0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0245+STABILITY: SURFACE MOTION
 MD0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0245+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0245
 MD0245  HISTORY     - Date     Condition        Report By
 MD0245  HISTORY     - 1968     MONUMENTED       CGS
 MD0245  HISTORY     - 19921019 GOOD             NGS
 MD0245
 MD0245                          STATION DESCRIPTION
 MD0245
 MD0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0245'AT EDGETON.
 MD0245'AT EDGERTON, NEAR THE OHIO-INDIANA STATE LINE, AT THE INTERSECTION
 MD0245'OF STATE LINE ROAD AND STATE HIGHWAY 14 IN INDIANA AND STATE
 MD0245'HIGHWAY 113 IN OHIO, ALONG THE NORFOLK AND WESTERN RAILWAY, SET ON
 MD0245'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF AN
 MD0245'11-FOOT BOX CULVERT FOR A DRAINAGE DITCH UNDER THE N AND W RY, 63
 MD0245'FEET NORTHWEST OF THE INTERSECTION OF HIGHWAYS AND ROAD, 50
 MD0245'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 50, 9.2 FEET SOUTH
 MD0245'OF THE SOUTH RAIL OF THE TRACK AND 1 FOOT BELOW THE LEVEL OF THE
 MD0245'TRACK.  IN SECTION 10, R 15 E, T 30 N.
 MD0245
 MD0245                          STATION RECOVERY (1992)
 MD0245
 MD0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0245'6.8 KM (4.20 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0245'OFFICE IN PAYNE, OHIO, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST
 MD0245'END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE NORFOLK
 MD0245'SOUTHERN RAILROAD, 15.8 M (51.8 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MD0245'12.3 M (40.4 FT) WEST OF THE CENTER OF STATE LINE ROAD, 2.8 M (9.2
 MD0245'FT) SOUTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 MD0245'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0653 ***********************************************************************
 MD0653  DESIGNATION -  T 333
 MD0653  PID         -  MD0653
 MD0653  STATE/COUNTY-  IN/ALLEN
 MD0653  COUNTRY     -  US
 MD0653  USGS QUAD   -  ARCOLA (2019)
 MD0653
 MD0653                         *CURRENT SURVEY CONTROL
 MD0653  ______________________________________________________________________
 MD0653* NAD 83(1986) POSITION- 41 05 58.     (N) 085 16 51.     (W)   SCALED
 MD0653* NAVD 88 ORTHO HEIGHT -   257.086 (meters)      843.46  (feet) ADJUSTED
 MD0653  ______________________________________________________________________
 MD0653  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 MD0653  DYNAMIC HEIGHT  -        256.986 (meters)      843.13  (feet) COMP
 MD0653  MODELED GRAVITY -    980,226.6   (mgal)                       NAVD 88
 MD0653
 MD0653  VERT ORDER      -  FIRST     CLASS I
 MD0653
 MD0653.The horizontal coordinates were scaled from a map and have
 MD0653.an estimated accuracy of +/- 6 seconds.
 MD0653
 MD0653.The orthometric height was determined by differential leveling and
 MD0653.adjusted by the NATIONAL GEODETIC SURVEY
 MD0653.in June 1991.
 MD0653
 MD0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0653.GEOID18 height accuracy estimate available here.
 MD0653
 MD0653.Click photographs - Photos may exist for this station.
 MD0653
 MD0653.The dynamic height is computed by dividing the NAVD 88
 MD0653.geopotential number by the normal gravity value computed on the
 MD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0653.degrees latitude (g = 980.6199 gals.).
 MD0653
 MD0653.The modeled gravity was interpolated from observed gravity values.
 MD0653
 MD0653;                    North         East    Units  Estimated Accuracy
 MD0653;SPC IN E     -   649,670.      132,410.      MT  (+/- 180 meters Scaled)
 MD0653
 MD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL443512(NAD 83)
 MD0653
 MD0653                          SUPERSEDED SURVEY CONTROL
 MD0653
 MD0653  NGVD 29 (01/19/93)  257.245  (m)          843.98   (f) ADJUSTED    1 1
 MD0653  NGVD 29 (??/??/92)  257.245  (m)          843.98   (f) SUPERSEDED  1 1
 MD0653
 MD0653.Superseded values are not recommended for survey control.
 MD0653
 MD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0653.See file dsdata.pdf to determine how the superseded data were derived.
 MD0653
 MD0653_MARKER: DB = BENCH MARK DISK
 MD0653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD0653+WITH SETTING: INFORMATION.
 MD0653_STAMPING: T 333 1968
 MD0653_MARK LOGO: CGS
 MD0653_PROJECTION: PROJECTING 2 CENTIMETERS
 MD0653_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0653+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0653_ROD/PIPE-DEPTH: 1.6 meters
 MD0653
 MD0653  HISTORY     - Date     Condition        Report By
 MD0653  HISTORY     - 1968     MONUMENTED       CGS
 MD0653  HISTORY     - 19921009 GOOD             NGS
 MD0653
 MD0653                          STATION DESCRIPTION
 MD0653
 MD0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0653'0.9 MI SE FROM ARCOLA.
 MD0653'ABOUT 0.9 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0653'THE CROSSING OF ARCOLA ROAD AT ARCOLA, IN SECTION 34, R 11 E,
 MD0653'T 31 N, ABOUT 0.4 MILE NORTHWEST OF MILEPOST 337, AT AN OVERHEAD
 MD0653'POWER LINE CROSSING, 28.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MD0653'THE EAST-BOUND TRACK, 24 FEET SOUTHEAST OF THE CENTER OF A STEEL
 MD0653'POWER LINE TOWER, 6.4 FEET EAST OF THE SOUTH CORNER OF A SIGNAL
 MD0653'CONTROL BOX, 3 FEET SOUTHEAST OF A TELEGRAPH POLE, 1 FOOT
 MD0653'NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 MD0653'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 MD0653'ROAD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND AND
 MD0653'PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE
 MD0653'THE LEVEL OF THE GROUND.  THE ROD WAS HAND DRIVEN TO REFUSAL AT
 MD0653'A DEPTH OF 5 FEET.
 MD0653
 MD0653                          STATION RECOVERY (1992)
 MD0653
 MD0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0653'1.6 KM (1.00 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0653'JUNCTION OF ARCOLA ROAD IN ARCOLA, 8.7 M (28.5 FT) SOUTHWEST OF THE
 MD0653'NEAR RAIL, 1.7 M (5.6 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.3 M
 MD0653'(1.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 MD0653'OF THE TRACK, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 MD0653'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.06 M
 MD0653'(0.20 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1271 ***********************************************************************
 MD1271  DESIGNATION -  T 334
 MD1271  PID         -  MD1271
 MD1271  STATE/COUNTY-  IN/KOSCIUSKO
 MD1271  COUNTRY     -  US
 MD1271  USGS QUAD   -  ATWOOD (2019)
 MD1271
 MD1271                         *CURRENT SURVEY CONTROL
 MD1271  ______________________________________________________________________
 MD1271* NAD 83(1986) POSITION- 41 15 51.     (N) 085 59 37.     (W)   SCALED
 MD1271* NAVD 88 ORTHO HEIGHT -   242.171 (meters)      794.52  (feet) ADJUSTED
 MD1271  ______________________________________________________________________
 MD1271  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 MD1271  DYNAMIC HEIGHT  -        242.070 (meters)      794.19  (feet) COMP
 MD1271  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 MD1271
 MD1271  VERT ORDER      -  FIRST     CLASS I
 MD1271
 MD1271.The horizontal coordinates were scaled from a map and have
 MD1271.an estimated accuracy of +/- 6 seconds.
 MD1271
 MD1271.The orthometric height was determined by differential leveling and
 MD1271.adjusted by the NATIONAL GEODETIC SURVEY
 MD1271.in June 1991.
 MD1271
 MD1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1271.GEOID18 height accuracy estimate available here.
 MD1271
 MD1271.Click photographs - Photos may exist for this station.
 MD1271
 MD1271.The dynamic height is computed by dividing the NAVD 88
 MD1271.geopotential number by the normal gravity value computed on the
 MD1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1271.degrees latitude (g = 980.6199 gals.).
 MD1271
 MD1271.The modeled gravity was interpolated from observed gravity values.
 MD1271
 MD1271;                    North         East    Units  Estimated Accuracy
 MD1271;SPC IN E     -   667,950.       72,600.      MT  (+/- 180 meters Scaled)
 MD1271
 MD1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL843685(NAD 83)
 MD1271
 MD1271                          SUPERSEDED SURVEY CONTROL
 MD1271
 MD1271  NGVD 29 (01/19/93)  242.301  (m)          794.95   (f) ADJUSTED    1 1
 MD1271  NGVD 29 (??/??/92)  242.301  (m)          794.95   (f) SUPERSEDED  1 1
 MD1271
 MD1271.Superseded values are not recommended for survey control.
 MD1271
 MD1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1271.See file dsdata.pdf to determine how the superseded data were derived.
 MD1271
 MD1271_MARKER: DB = BENCH MARK DISK
 MD1271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1271_STAMPING: T 334 1968
 MD1271_MARK LOGO: CGS
 MD1271_PROJECTION: PROJECTING 1 CENTIMETERS
 MD1271_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1271+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1271_ROD/PIPE-DEPTH: 24.4 meters
 MD1271
 MD1271  HISTORY     - Date     Condition        Report By
 MD1271  HISTORY     - 1968     MONUMENTED       CGS
 MD1271  HISTORY     - 19920909 GOOD             NGS
 MD1271
 MD1271                          STATION DESCRIPTION
 MD1271
 MD1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1271'0.9 MI NW FROM ATWOOD.
 MD1271'ABOUT 0.9 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1271'CROSSING OF HARRISON STREET AT ATWOOD, IN SECTION 31, R 5 E, T
 MD1271'33 N, ABOUT 8 RAILS SOUTHEAST OF SEMAPHORE 3665, 88 FEET SOUTH
 MD1271'OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 30 AND A BLACK
 MD1271'TOPPED ROAD LEADING NORTHEAST, 47.3 FEET NORTHEAST OF THE
 MD1271'NORTHEAST RAIL OF THE WESTBOUND TRACK, 71 1/2 FEET SOUTHWEST OF
 MD1271'THE CENTER LINE OF U.S. HIGHWAY 30, 1.2 FEET NORTHWEST OF A
 MD1271'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 12 FEET BELOW
 MD1271'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 MD1271'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MD1271'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS
 MD1271'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 MD1271'A DEPTH OF 80 FEET.
 MD1271
 MD1271                          STATION RECOVERY (1992)
 MD1271
 MD1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1271'12.1 KM (7.50 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1271'JUNCTION OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, ACROSS THE
 MD1271'TRACK FROM THE BEACHWOOD MOTEL AT 7878 OLD ROAD 30, 21.8 M (71.5 FT)
 MD1271'SOUTH OF THE CENTERLINE OF OLD ROAD 30, 18.7 M (61.4 FT) NORTH OF THE
 MD1271'NEAR RAIL, 16.6 M (54.5 FT) EAST OF THE EAST ENTRANCE TO A LUMBER
 MD1271'YARD, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 MD1271'BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 MD1271'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1016 ***********************************************************************
 ME1016  DESIGNATION -  T 335
 ME1016  PID         -  ME1016
 ME1016  STATE/COUNTY-  IN/LAKE
 ME1016  COUNTRY     -  US
 ME1016  USGS QUAD   -  WHITING (2019)
 ME1016
 ME1016                         *CURRENT SURVEY CONTROL
 ME1016  ______________________________________________________________________
 ME1016* NAD 83(1986) POSITION- 41 37 32.     (N) 087 24 56.     (W)   SCALED
 ME1016* NAVD 88 ORTHO HEIGHT -   181.631 (meters)      595.90  (feet) ADJUSTED
 ME1016  ______________________________________________________________________
 ME1016  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 ME1016  DYNAMIC HEIGHT  -        181.565 (meters)      595.68  (feet) COMP
 ME1016  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 ME1016
 ME1016  VERT ORDER      -  FIRST     CLASS I
 ME1016
 ME1016.The horizontal coordinates were scaled from a map and have
 ME1016.an estimated accuracy of +/- 6 seconds.
 ME1016
 ME1016.The orthometric height was determined by differential leveling and
 ME1016.adjusted by the NATIONAL GEODETIC SURVEY
 ME1016.in April 1995.
 ME1016
 ME1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1016.GEOID18 height accuracy estimate available here.
 ME1016
 ME1016.Click photographs - Photos may exist for this station.
 ME1016
 ME1016.The dynamic height is computed by dividing the NAVD 88
 ME1016.geopotential number by the normal gravity value computed on the
 ME1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1016.degrees latitude (g = 980.6199 gals.).
 ME1016
 ME1016.The modeled gravity was interpolated from observed gravity values.
 ME1016
 ME1016;                    North         East    Units  Estimated Accuracy
 ME1016;SPC IN W     -   708,080.      872,320.      MT  (+/- 180 meters Scaled)
 ME1016
 ME1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM653082(NAD 83)
 ME1016
 ME1016                          SUPERSEDED SURVEY CONTROL
 ME1016
 ME1016  NAVD 88 (06/15/91)  181.634  (m)          595.91   (f) SUPERSEDED  1 1
 ME1016  NGVD 29 (01/19/93)  181.741  (m)          596.26   (f) ADJUSTED    1 1
 ME1016  NGVD 29 (??/??/92)  181.741  (m)          596.26   (f) SUPERSEDED  1 1
 ME1016
 ME1016.Superseded values are not recommended for survey control.
 ME1016
 ME1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1016.See file dsdata.pdf to determine how the superseded data were derived.
 ME1016
 ME1016_MARKER: DB = BENCH MARK DISK
 ME1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1016_SP_SET: ABUTMENT
 ME1016_STAMPING: T 335 1968
 ME1016_MARK LOGO: CGS
 ME1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1016+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1016
 ME1016  HISTORY     - Date     Condition        Report By
 ME1016  HISTORY     - 1968     MONUMENTED       CGS
 ME1016  HISTORY     - 19920806 GOOD             NGS
 ME1016
 ME1016                          STATION DESCRIPTION
 ME1016
 ME1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1016'2.5 MI NW FROM GARY.
 ME1016'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 12 (4 TH AVENUE)
 ME1016'FROM THE OVERPASS OVER THE PENN CENTRAL RAILROAD AT GARY, IN
 ME1016'SECTION 26, R 9 W, T 37 N, ABOUT 0.5 MILE NORTHWEST OF THE
 ME1016'DRIVEWAY LEADING SOUTHWEST TO THE GARY MUNICIPAL AIRPORT, SET
 ME1016'VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHEAST END OF THE
 ME1016'NORTHEAST ABUTMENT TO THE ELGIN, JOILET AND EASTERN RAILWAY
 ME1016'OVERPASS OVER THE HIGHWAY, 19 FEET NORTHEAST OF THE CENTER LINE
 ME1016'OF THE WESTBOUND LANE OF THE HIGHWAY, 3 1/2 FEET ABOVE THE LEVEL
 ME1016'OF THE SIDEWALK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 ME1016
 ME1016                          STATION RECOVERY (1992)
 ME1016
 ME1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1016'2.7 KM (1.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION
 ME1016'OF INTERSTATE HIGHWAY 90 IN GARY, SET VERTICALLY IN THE SOUTHWEST
 ME1016'FACE OF THE NORTHEAST ABUTMENT OF THE CONRAIL RAILROAD OVERPASS OF
 ME1016'THE HIGHWAY, 9.4 M (30.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 ME1016'HIGHWAY, 6.0 M (19.7 FT) SOUTHEAST OF THE CENTER OF THE OVERPASS, AND
 ME1016'1.0 M (3.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0984 ***********************************************************************
 ME0984  DESIGNATION -  T 336
 ME0984  PID         -  ME0984
 ME0984  STATE/COUNTY-  IN/LAKE
 ME0984  COUNTRY     -  US
 ME0984  USGS QUAD   -  GARY (2019)
 ME0984
 ME0984                         *CURRENT SURVEY CONTROL
 ME0984  ______________________________________________________________________
 ME0984* NAD 83(1986) POSITION- 41 33 08.     (N) 087 16 01.     (W)   SCALED
 ME0984* NAVD 88 ORTHO HEIGHT -   195.028 (meters)      639.85  (feet) ADJUSTED
 ME0984  ______________________________________________________________________
 ME0984  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 ME0984  DYNAMIC HEIGHT  -        194.954 (meters)      639.61  (feet) COMP
 ME0984  MODELED GRAVITY -    980,240.6   (mgal)                       NAVD 88
 ME0984
 ME0984  VERT ORDER      -  FIRST     CLASS I
 ME0984
 ME0984.The horizontal coordinates were scaled from a map and have
 ME0984.an estimated accuracy of +/- 6 seconds.
 ME0984
 ME0984.The orthometric height was determined by differential leveling and
 ME0984.adjusted by the NATIONAL GEODETIC SURVEY
 ME0984.in June 1991.
 ME0984
 ME0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0984.GEOID18 height accuracy estimate available here.
 ME0984
 ME0984.Click photographs - Photos may exist for this station.
 ME0984
 ME0984.The dynamic height is computed by dividing the NAVD 88
 ME0984.geopotential number by the normal gravity value computed on the
 ME0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0984.degrees latitude (g = 980.6199 gals.).
 ME0984
 ME0984.The modeled gravity was interpolated from observed gravity values.
 ME0984
 ME0984;                    North         East    Units  Estimated Accuracy
 ME0984;SPC IN W     -   699,900.      884,680.      MT  (+/- 180 meters Scaled)
 ME0984
 ME0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM777000(NAD 83)
 ME0984
 ME0984                          SUPERSEDED SURVEY CONTROL
 ME0984
 ME0984  NGVD 29 (??/??/92)  195.123  (m)          640.17   (f) ADJ UNCH    1 1
 ME0984
 ME0984.Superseded values are not recommended for survey control.
 ME0984
 ME0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0984.See file dsdata.pdf to determine how the superseded data were derived.
 ME0984
 ME0984_MARKER: DB = BENCH MARK DISK
 ME0984_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0984_SP_SET: FOOTING
 ME0984_STAMPING: T 336 1968
 ME0984_MARK LOGO: CGS
 ME0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0984+STABILITY: SURFACE MOTION
 ME0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0984+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0984
 ME0984  HISTORY     - Date     Condition        Report By
 ME0984  HISTORY     - 1968     MONUMENTED       CGS
 ME0984  HISTORY     - 19920902 GOOD             NGS
 ME0984
 ME0984                          STATION DESCRIPTION
 ME0984
 ME0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0984'AT HOBART.
 ME0984'AT HOBART SKY RANCH AIRPORT, IN SECTION 19, R 7 W, T 36 N, ABOUT
 ME0984'0.05 MILE NORTH OF THE ADMINISTRATION BUILDING AND HANGAR, SET
 ME0984'IN THE TOP OF THE WEST SIDE (INSIDE THE HANGAR) OF THE WEST ONE
 ME0984'OF A ROW OF CONCRETE BASE FOR A ROW OF STEEL BEAMS, IN THE
 ME0984'CENTER OF THE 2 ND HANGAR NORTH OF THE ADMINISTRATION BUILDING,
 ME0984'AND PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 ME0984'CONCRETE BASE ARE 3-BY-2-FEET AND THIS PARTY WAS INFORMED THAT
 ME0984'THEY WERE 5 FEET DEEP IN GROUND.
 ME0984
 ME0984                          STATION RECOVERY (1992)
 ME0984
 ME0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0984'IN HOBART, AT 3600 NORTH LAKE PARK AVENUE, IN THE MOST WESTERLY OF A
 ME0984'ROW OF CONCRETE FOOTING FOR STEEL BEAMS SUPPORTING THE ROOF OF THE
 ME0984'FIRST HANGER NORTH OF THE ADMINISTRATION BUILDING AT 1300 NORTH LAKE
 ME0984'PARK AVENUE, 6.3 M (20.7 FT) NORTH OF THE SOUTH WALL OF THE HANGAR,
 ME0984'2.8 M (9.2 FT) EAST OF THE WEST WALL OF THE HANGER, 0.5 M (1.6 FT)
 ME0984'NORTH OF THE SOUTH EDGE OF THE FOOTING, AND 0.1 M (0.3 FT) ABOVE THE
 ME0984'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY NIEMEYER
 ME0984'AVIATION, 3600 LAKE PARK AVENUE, HOBART, IN 46342, TELEPHONE NUMBER
 ME0984'(219) 962-3020.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0770 ***********************************************************************
 LB0770  DESIGNATION -  T 34
 LB0770  PID         -  LB0770
 LB0770  STATE/COUNTY-  IN/MONTGOMERY
 LB0770  COUNTRY     -  US
 LB0770  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0770
 LB0770                         *CURRENT SURVEY CONTROL
 LB0770  ______________________________________________________________________
 LB0770* NAD 83(1986) POSITION- 40 03 02.     (N) 086 58 20.     (W)   SCALED
 LB0770* NAVD 88 ORTHO HEIGHT -   213.273 (meters)      699.71  (feet) ADJUSTED
 LB0770  ______________________________________________________________________
 LB0770  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 LB0770  DYNAMIC HEIGHT  -        213.158 (meters)      699.34  (feet) COMP
 LB0770  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 LB0770
 LB0770  VERT ORDER      -  SECOND    CLASS 0
 LB0770
 LB0770.The horizontal coordinates were scaled from a map and have
 LB0770.an estimated accuracy of +/- 6 seconds.
 LB0770
 LB0770.The orthometric height was determined by differential leveling and
 LB0770.adjusted by the NATIONAL GEODETIC SURVEY
 LB0770.in June 1991.
 LB0770
 LB0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0770.GEOID18 height accuracy estimate available here.
 LB0770
 LB0770.Click photographs - Photos may exist for this station.
 LB0770
 LB0770.The dynamic height is computed by dividing the NAVD 88
 LB0770.geopotential number by the normal gravity value computed on the
 LB0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0770.degrees latitude (g = 980.6199 gals.).
 LB0770
 LB0770.The modeled gravity was interpolated from observed gravity values.
 LB0770
 LB0770;                    North         East    Units  Estimated Accuracy
 LB0770;SPC IN W     -   533,140.      909,480.      MT  (+/- 180 meters Scaled)
 LB0770
 LB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK023333(NAD 83)
 LB0770
 LB0770                          SUPERSEDED SURVEY CONTROL
 LB0770
 LB0770  NGVD 29 (??/??/92)  213.372  (m)          700.04   (f) ADJ UNCH    2 0
 LB0770
 LB0770.Superseded values are not recommended for survey control.
 LB0770
 LB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0770.See file dsdata.pdf to determine how the superseded data were derived.
 LB0770
 LB0770_MARKER: DB = BENCH MARK DISK
 LB0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0770_STAMPING: T 34 1934
 LB0770_MARK LOGO: CGS
 LB0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0770+STABILITY: SURFACE MOTION
 LB0770
 LB0770  HISTORY     - Date     Condition        Report By
 LB0770  HISTORY     - 1934     MONUMENTED       CGS
 LB0770
 LB0770                          STATION DESCRIPTION
 LB0770
 LB0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0770'4.2 MI W FROM CRAWFORDSVILLE.
 LB0770'4.2 MILES WEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB0770'STATION AT CRAWFORDSVILLE, MONTGOMERY COUNTY, 5 YARDS EAST OF
 LB0770'POLE 48+11, IN THE SOUTHWEST ANGLE OF A GRAVEL-ROAD CROSSING,
 LB0770'11 YARDS WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 9 YARDS
 LB0770'SOUTH OF THE SOUTH RAIL, 9 YARDS SOUTHWEST OF THE SOUTH HEADWALL
 LB0770'OF CULVERT 97 A, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 LB0770'T 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 LB0770'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2144 ***********************************************************************
 ME2144  DESIGNATION -  T 349
 ME2144  PID         -  ME2144
 ME2144  STATE/COUNTY-  IN/PORTER
 ME2144  COUNTRY     -  US
 ME2144  USGS QUAD   -  DUNE ACRES (2019)
 ME2144
 ME2144                         *CURRENT SURVEY CONTROL
 ME2144  ______________________________________________________________________
 ME2144* NAD 83(1986) POSITION- 41 39 04.80   (N) 087 02 21.01   (W)   HD_HELD1
 ME2144* NAVD 88 ORTHO HEIGHT -   190.168 (meters)      623.91  (feet) ADJUSTED
 ME2144  ______________________________________________________________________
 ME2144  GEOID HEIGHT    -        -33.713 (meters)                     GEOID18
 ME2144  DYNAMIC HEIGHT  -        190.099 (meters)      623.68  (feet) COMP
 ME2144  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 ME2144
 ME2144  VERT ORDER      -  FIRST     CLASS II
 ME2144
 ME2144.The horizontal coordinates were determined by differentially corrected
 ME2144.hand held GPS observations or other comparable positioning techniques
 ME2144.and have an estimated accuracy of +/- 3 meters.
 ME2144
 ME2144.The orthometric height was determined by differential leveling and
 ME2144.adjusted by the NATIONAL GEODETIC SURVEY
 ME2144.in June 1991.
 ME2144
 ME2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2144.GEOID18 height accuracy estimate available here.
 ME2144
 ME2144.Click photographs - Photos may exist for this station.
 ME2144
 ME2144.The dynamic height is computed by dividing the NAVD 88
 ME2144.geopotential number by the normal gravity value computed on the
 ME2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2144.degrees latitude (g = 980.6199 gals.).
 ME2144
 ME2144.The modeled gravity was interpolated from observed gravity values.
 ME2144
 ME2144;                    North         East    Units  Estimated Accuracy
 ME2144;SPC IN W     -   710,893.9     903,678.8     MT  (+/- 3 meters HH1 GPS) 
 ME2144
 ME2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9673811066(NAD 83)
 ME2144
 ME2144                          SUPERSEDED SURVEY CONTROL
 ME2144
 ME2144  NGVD 29 (01/19/93)  190.270  (m)          624.24   (f) ADJUSTED    1 2
 ME2144
 ME2144.Superseded values are not recommended for survey control.
 ME2144
 ME2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2144.See file dsdata.pdf to determine how the superseded data were derived.
 ME2144
 ME2144_MARKER: F = FLANGE-ENCASED ROD
 ME2144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2144_STAMPING: T 349 1985
 ME2144_MARK LOGO: NGS
 ME2144_PROJECTION: FLUSH
 ME2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2144+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2022
 ME2144_ROD/PIPE-DEPTH: 12.2 meters
 ME2144
 ME2144  HISTORY     - Date     Condition        Report By
 ME2144  HISTORY     - 1985     MONUMENTED       NGS
 ME2144  HISTORY     - 20140916 GOOD             INDOT
 ME2144  HISTORY     - 20220519 GOOD             IN-127
 ME2144
 ME2144                          STATION DESCRIPTION
 ME2144
 ME2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2144'14.2 KM (8.8 MI) SW FROM MICHIGAN CITY.
 ME2144'14.2 KM (8.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2144'COURTHOUSE IN MICHIGAN CITY, 23.1 M (75.8 FT) SOUTH OF THE CENTERLINE
 ME2144'OF THE HIGHWAY, 6.2 M (20.3 FT) SOUTH OF THE CENTER OF NESSVILLE ROAD,
 ME2144'AND 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER 216 241.  NOTE--ACCESS
 ME2144'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2144'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 ME2144'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ME2144
 ME2144                          STATION RECOVERY (2014)
 ME2144
 ME2144'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME2144'RECOVERED IN GOOD CONDITION.
 ME2144
 ME2144                          STATION RECOVERY (2022)
 ME2144
 ME2144'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2144'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 49 AND U.S. HIGHWAY 12
 ME2144'IN CHESTERTON, GO NORTHEASTERLY ALONG U.S. HIGHWAY 12 FOR 1.35 MI
 ME2144'(2.17 KM) TO ITS INTERSECTION WITH FURNESSVILLE ROAD (C.R. 1500 N) AND
 ME2144'STATION IS ON THE RIGHT, 75.8 FT (23.1 M) SOUTH OF THE CENTERLINE OF
 ME2144'HIGHWAY, 20.3 FT (6.2 M) SOUTH OF THE CENTERLINE OF FURNESSVILLE ROAD,
 ME2144'3.3 FT (1.0 M) WEST OF UTILITY POLE NUMBER 216-241, 1 FT (0.3 M) EAST
 ME2144'FROM FIBERGLASS WITNESS POST.  NOTE ACCESS TO STAINLESS STEEL ROD
 ME2144'DATUM POINT IS THROUGH A 5 INCH (13 CM) LOGO CAP FLUSH WITH THE
 ME2144'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1650 ***********************************************************************
 KA1650  DESIGNATION -  T 350
 KA1650  PID         -  KA1650
 KA1650  STATE/COUNTY-  IN/MARION
 KA1650  COUNTRY     -  US
 KA1650  USGS QUAD   -  CLERMONT (2019)
 KA1650
 KA1650                         *CURRENT SURVEY CONTROL
 KA1650  ______________________________________________________________________
 KA1650* NAD 83(1986) POSITION- 39 45 53.     (N) 086 15 27.     (W)   SCALED
 KA1650* NAVD 88 ORTHO HEIGHT -   233.342 (meters)      765.56  (feet) ADJUSTED
 KA1650  ______________________________________________________________________
 KA1650  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 KA1650  DYNAMIC HEIGHT  -        233.216 (meters)      765.14  (feet) COMP
 KA1650  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 KA1650
 KA1650  VERT ORDER      -  FIRST     CLASS II
 KA1650
 KA1650.The horizontal coordinates were scaled from a map and have
 KA1650.an estimated accuracy of +/- 6 seconds.
 KA1650
 KA1650.The orthometric height was determined by differential leveling and
 KA1650.adjusted by the NATIONAL GEODETIC SURVEY
 KA1650.in June 1991.
 KA1650
 KA1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1650.GEOID18 height accuracy estimate available here.
 KA1650
 KA1650.Click photographs - Photos may exist for this station.
 KA1650
 KA1650.The dynamic height is computed by dividing the NAVD 88
 KA1650.geopotential number by the normal gravity value computed on the
 KA1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1650.degrees latitude (g = 980.6199 gals.).
 KA1650
 KA1650.The modeled gravity was interpolated from observed gravity values.
 KA1650
 KA1650;                    North         East    Units  Estimated Accuracy
 KA1650;SPC IN E     -   501,560.       49,380.      MT  (+/- 180 meters Scaled)
 KA1650
 KA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK635019(NAD 83)
 KA1650
 KA1650                          SUPERSEDED SURVEY CONTROL
 KA1650
 KA1650.No superseded survey control is available for this station.
 KA1650
 KA1650_MARKER: I = METAL ROD
 KA1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1650_STAMPING: T 350 1985
 KA1650_MARK LOGO: NGS
 KA1650_PROJECTION: FLUSH
 KA1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1650_ROD/PIPE-DEPTH: 4.9 meters
 KA1650
 KA1650  HISTORY     - Date     Condition        Report By
 KA1650  HISTORY     - 1985     MONUMENTED       NGS
 KA1650
 KA1650                          STATION DESCRIPTION
 KA1650
 KA1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1650'IN INDIANAPOLIS.
 KA1650'IN INDIANAPOLIS, AT THE INTERSECTION OF WEST ROCKVILLE ROAD AND
 KA1650'WHITCOMB AVENUE, 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 KA1650'3.9 M (12.8 FT) WEST OF THE CENTER OF THE NORTH BOUND LANES OF THE
 KA1650'AVENUE, AND 3.6 M (11.8 FT) EAST OF THE CENTER OF THE SOUTH BOUND
 KA1650'LANES OF THE AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1650'5-INCH LOGO CAP.
 KA1650'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1583 ***********************************************************************
 JA1583  DESIGNATION -  T 351
 JA1583  PID         -  JA1583
 JA1583  STATE/COUNTY-  IN/PIKE
 JA1583  COUNTRY     -  US
 JA1583  USGS QUAD   -  PETERSBURG (2019)
 JA1583
 JA1583                         *CURRENT SURVEY CONTROL
 JA1583  ______________________________________________________________________
 JA1583* NAD 83(1986) POSITION- 38 25 05.     (N) 087 18 20.     (W)   SCALED
 JA1583* NAVD 88 ORTHO HEIGHT -   144.827 (meters)      475.15  (feet) ADJUSTED
 JA1583  ______________________________________________________________________
 JA1583  GEOID HEIGHT    -        -31.902 (meters)                     GEOID18
 JA1583  DYNAMIC HEIGHT  -        144.733 (meters)      474.84  (feet) COMP
 JA1583  MODELED GRAVITY -    979,974.7   (mgal)                       NAVD 88
 JA1583
 JA1583  VERT ORDER      -  FIRST     CLASS II
 JA1583
 JA1583.The horizontal coordinates were scaled from a map and have
 JA1583.an estimated accuracy of +/- 6 seconds.
 JA1583
 JA1583.The orthometric height was determined by differential leveling and
 JA1583.adjusted by the NATIONAL GEODETIC SURVEY
 JA1583.in June 1991.
 JA1583
 JA1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1583.GEOID18 height accuracy estimate available here.
 JA1583
 JA1583.Click photographs - Photos may exist for this station.
 JA1583
 JA1583.The dynamic height is computed by dividing the NAVD 88
 JA1583.geopotential number by the normal gravity value computed on the
 JA1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1583.degrees latitude (g = 980.6199 gals.).
 JA1583
 JA1583.The modeled gravity was interpolated from observed gravity values.
 JA1583
 JA1583;                    North         East    Units  Estimated Accuracy
 JA1583;SPC IN W     -   351,920.      880,590.      MT  (+/- 180 meters Scaled)
 JA1583
 JA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH733522(NAD 83)
 JA1583
 JA1583                          SUPERSEDED SURVEY CONTROL
 JA1583
 JA1583.No superseded survey control is available for this station.
 JA1583
 JA1583_MARKER: I = METAL ROD
 JA1583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1583_STAMPING: T 351 1986
 JA1583_MARK LOGO: NGS
 JA1583_PROJECTION: FLUSH
 JA1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1583_ROD/PIPE-DEPTH: 5.2 meters
 JA1583
 JA1583  HISTORY     - Date     Condition        Report By
 JA1583  HISTORY     - 1986     MONUMENTED       NGS
 JA1583
 JA1583                          STATION DESCRIPTION
 JA1583
 JA1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1583'8.8 KM (5.45 MI) NE FROM OAKLAND CITY.
 JA1583'8.8 KM (5.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1583'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 16.1 M (52.8 FT) EAST
 JA1583'OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) NORTH OF THE CENTER OF A
 JA1583'PAVED ROAD LEADING TO GLEZEN, AND 0.6 M (2.0 FT) NORTH OF A UTILITY
 JA1583'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1583'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1681 ***********************************************************************
 KA1681  DESIGNATION -  T 352
 KA1681  PID         -  KA1681
 KA1681  STATE/COUNTY-  IN/CLAY
 KA1681  COUNTRY     -  US
 KA1681  USGS QUAD   -  BRAZIL WEST (2019)
 KA1681
 KA1681                         *CURRENT SURVEY CONTROL
 KA1681  ______________________________________________________________________
 KA1681* NAD 83(1986) POSITION- 39 31 16.     (N) 087 08 08.     (W)   SCALED
 KA1681* NAVD 88 ORTHO HEIGHT -   193.511 (meters)      634.88  (feet) ADJUSTED
 KA1681  ______________________________________________________________________
 KA1681  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 KA1681  DYNAMIC HEIGHT  -        193.399 (meters)      634.51  (feet) COMP
 KA1681  MODELED GRAVITY -    980,043.1   (mgal)                       NAVD 88
 KA1681
 KA1681  VERT ORDER      -  FIRST     CLASS II
 KA1681
 KA1681.The horizontal coordinates were scaled from a map and have
 KA1681.an estimated accuracy of +/- 6 seconds.
 KA1681
 KA1681.The orthometric height was determined by differential leveling and
 KA1681.adjusted by the NATIONAL GEODETIC SURVEY
 KA1681.in June 1991.
 KA1681
 KA1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1681.GEOID18 height accuracy estimate available here.
 KA1681
 KA1681.Click photographs - Photos may exist for this station.
 KA1681
 KA1681.The dynamic height is computed by dividing the NAVD 88
 KA1681.geopotential number by the normal gravity value computed on the
 KA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1681.degrees latitude (g = 980.6199 gals.).
 KA1681
 KA1681.The modeled gravity was interpolated from observed gravity values.
 KA1681
 KA1681;                    North         East    Units  Estimated Accuracy
 KA1681;SPC IN W     -   474,350.      895,510.      MT  (+/- 180 meters Scaled)
 KA1681
 KA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ883746(NAD 83)
 KA1681
 KA1681                          SUPERSEDED SURVEY CONTROL
 KA1681
 KA1681.No superseded survey control is available for this station.
 KA1681
 KA1681_MARKER: I = METAL ROD
 KA1681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1681_STAMPING: T 352 1985
 KA1681_MARK LOGO: NGS
 KA1681_PROJECTION: FLUSH
 KA1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1681+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 KA1681_ROD/PIPE-DEPTH: 5.8 meters
 KA1681
 KA1681  HISTORY     - Date     Condition        Report By
 KA1681  HISTORY     - 1985     MONUMENTED       NGS
 KA1681  HISTORY     - 20050420 GOOD             HANPRO
 KA1681
 KA1681                          STATION DESCRIPTION
 KA1681
 KA1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1681'IN BRAZIL.
 KA1681'IN BRAZIL, AT THE INTERSECTION OF U.S. HIGHWAY 40 (WEST NATIONAL
 KA1681'AVENUE) AND LEVITT STREET, 11.1 M (36.4 FT) SOUTHEAST OF THE SOUTHEAST
 KA1681'CORNER OF A HOUSE AT 703 WEST NATIONAL AVENUE, 5.2 M (17.1 FT) WEST OF
 KA1681'THE CENTER OF THE STREET, 4.3 M (14.1 FT) NORTH OF THE CENTER OF THE
 KA1681'WEST BOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A UTILITY
 KA1681'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1681'THE MARK IS 0.3 M ABOVE THE AVENUE.
 KA1681
 KA1681                          STATION RECOVERY (2005)
 KA1681
 KA1681'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 KA1681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1714 ***********************************************************************
 KA1714  DESIGNATION -  T 353
 KA1714  PID         -  KA1714
 KA1714  STATE/COUNTY-  IN/OWEN
 KA1714  COUNTRY     -  US
 KA1714  USGS QUAD   -  COAL CITY (2019)
 KA1714
 KA1714                         *CURRENT SURVEY CONTROL
 KA1714  ______________________________________________________________________
 KA1714* NAD 83(1986) POSITION- 39 11 25.     (N) 087 00 46.     (W)   SCALED
 KA1714* NAVD 88 ORTHO HEIGHT -   165.198 (meters)      541.99  (feet) ADJUSTED
 KA1714  ______________________________________________________________________
 KA1714  GEOID HEIGHT    -        -32.737 (meters)                     GEOID18
 KA1714  DYNAMIC HEIGHT  -        165.101 (meters)      541.67  (feet) COMP
 KA1714  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 KA1714
 KA1714  VERT ORDER      -  FIRST     CLASS II
 KA1714
 KA1714.The horizontal coordinates were scaled from a map and have
 KA1714.an estimated accuracy of +/- 6 seconds.
 KA1714
 KA1714.The orthometric height was determined by differential leveling and
 KA1714.adjusted by the NATIONAL GEODETIC SURVEY
 KA1714.in June 1991.
 KA1714
 KA1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1714.GEOID18 height accuracy estimate available here.
 KA1714
 KA1714.Click photographs - Photos may exist for this station.
 KA1714
 KA1714.The dynamic height is computed by dividing the NAVD 88
 KA1714.geopotential number by the normal gravity value computed on the
 KA1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1714.degrees latitude (g = 980.6199 gals.).
 KA1714
 KA1714.The modeled gravity was interpolated from observed gravity values.
 KA1714
 KA1714;                    North         East    Units  Estimated Accuracy
 KA1714;SPC IN W     -   437,620.      906,100.      MT  (+/- 180 meters Scaled)
 KA1714
 KA1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ988378(NAD 83)
 KA1714
 KA1714                          SUPERSEDED SURVEY CONTROL
 KA1714
 KA1714.No superseded survey control is available for this station.
 KA1714
 KA1714_MARKER: I = METAL ROD
 KA1714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1714_STAMPING: T 353 1985
 KA1714_MARK LOGO: NGS
 KA1714_PROJECTION: FLUSH
 KA1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1714_ROD/PIPE-DEPTH: 7.9 meters
 KA1714
 KA1714  HISTORY     - Date     Condition        Report By
 KA1714  HISTORY     - 1985     MONUMENTED       NGS
 KA1714
 KA1714                          STATION DESCRIPTION
 KA1714
 KA1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1714'9.9 KM (6.15 MI) NW FROM WORTHINGTON.
 KA1714'9.9 KM (6.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1714'JUNCTION WITH U.S. HIGHWAY 231 IN WORTHINGTON, 11.4 M (37.4 FT) WEST
 KA1714'OF THE CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF THE CENTER
 KA1714'OF WEST DEFORD ROAD, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.
 KA1714'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1714'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 KA1714'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1627 ***********************************************************************
 JA1627  DESIGNATION -  T 354
 JA1627  PID         -  JA1627
 JA1627  STATE/COUNTY-  IN/DAVIESS
 JA1627  COUNTRY     -  US
 JA1627  USGS QUAD   -  WASHINGTON (2019)
 JA1627
 JA1627                         *CURRENT SURVEY CONTROL
 JA1627  ______________________________________________________________________
 JA1627* NAD 83(1986) POSITION- 38 42 26.     (N) 087 10 18.     (W)   SCALED
 JA1627* NAVD 88 ORTHO HEIGHT -   139.242 (meters)      456.83  (feet) ADJUSTED
 JA1627  ______________________________________________________________________
 JA1627  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 JA1627  DYNAMIC HEIGHT  -        139.154 (meters)      456.54  (feet) COMP
 JA1627  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 JA1627
 JA1627  VERT ORDER      -  FIRST     CLASS II
 JA1627
 JA1627.The horizontal coordinates were scaled from a map and have
 JA1627.an estimated accuracy of +/- 6 seconds.
 JA1627
 JA1627.The orthometric height was determined by differential leveling and
 JA1627.adjusted by the NATIONAL GEODETIC SURVEY
 JA1627.in June 1991.
 JA1627
 JA1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1627.GEOID18 height accuracy estimate available here.
 JA1627
 JA1627.Click photographs - Photos may exist for this station.
 JA1627
 JA1627.The dynamic height is computed by dividing the NAVD 88
 JA1627.geopotential number by the normal gravity value computed on the
 JA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1627.degrees latitude (g = 980.6199 gals.).
 JA1627
 JA1627.The modeled gravity was interpolated from observed gravity values.
 JA1627
 JA1627;                    North         East    Units  Estimated Accuracy
 JA1627;SPC IN W     -   384,000.      892,320.      MT  (+/- 180 meters Scaled)
 JA1627
 JA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH850843(NAD 83)
 JA1627
 JA1627                          SUPERSEDED SURVEY CONTROL
 JA1627
 JA1627.No superseded survey control is available for this station.
 JA1627
 JA1627_MARKER: I = METAL ROD
 JA1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1627_STAMPING: T 354 1985
 JA1627_MARK LOGO: NGS
 JA1627_PROJECTION: RECESSED 1 CENTIMETERS
 JA1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1627_ROD/PIPE-DEPTH: 12.8 meters
 JA1627
 JA1627  HISTORY     - Date     Condition        Report By
 JA1627  HISTORY     - 1985     MONUMENTED       NGS
 JA1627
 JA1627                          STATION DESCRIPTION
 JA1627
 JA1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1627'6.3 KM (3.9 MI) NE FROM WASHINGTON.
 JA1627'6.3 KM (3.9 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION
 JA1627'WITH U.S. HIGHWAY 50 IN WASHINGTON, 33.7 M (110.6 FT) WEST OF THE
 JA1627'CENTERLINE OF THE HIGHWAY, 27.7 M (90.9 FT) WEST OF THE NORTHEAST
 JA1627'CORNER OF A HOUSE, 16.6 M (54.5 FT) NORTHWEST OF A UTILITY POLE, 16.5
 JA1627'M (54.1 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST, 9.4 M
 JA1627'(30.8 FT) EAST OF THE NORTHEAST CORNER OF A BUILDING, AND 0.3 M
 JA1627'(1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JA1627'A 5-INCH LOGO CAP.
 JA1627'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2859 ***********************************************************************
 JZ2859  DESIGNATION -  T 355
 JZ2859  PID         -  JZ2859
 JZ2859  STATE/COUNTY-  IN/SHELBY
 JZ2859  COUNTRY     -  US
 JZ2859  USGS QUAD   -  ACTON (2019)
 JZ2859
 JZ2859                         *CURRENT SURVEY CONTROL
 JZ2859  ______________________________________________________________________
 JZ2859* NAD 83(1986) POSITION- 39 39 42.     (N) 085 56 36.     (W)   SCALED
 JZ2859* NAVD 88 ORTHO HEIGHT -   248.615 (meters)      815.66  (feet) ADJUSTED
 JZ2859  ______________________________________________________________________
 JZ2859  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 JZ2859  DYNAMIC HEIGHT  -        248.474 (meters)      815.20  (feet) COMP
 JZ2859  MODELED GRAVITY -    980,051.9   (mgal)                       NAVD 88
 JZ2859
 JZ2859  VERT ORDER      -  FIRST     CLASS II
 JZ2859
 JZ2859.The horizontal coordinates were scaled from a map and have
 JZ2859.an estimated accuracy of +/- 6 seconds.
 JZ2859
 JZ2859.The orthometric height was determined by differential leveling and
 JZ2859.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2859.in June 1991.
 JZ2859
 JZ2859.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2859.GEOID18 height accuracy estimate available here.
 JZ2859
 JZ2859.Click photographs - Photos may exist for this station.
 JZ2859
 JZ2859.The dynamic height is computed by dividing the NAVD 88
 JZ2859.geopotential number by the normal gravity value computed on the
 JZ2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2859.degrees latitude (g = 980.6199 gals.).
 JZ2859
 JZ2859.The modeled gravity was interpolated from observed gravity values.
 JZ2859
 JZ2859;                    North         East    Units  Estimated Accuracy
 JZ2859;SPC IN E     -   489,990.       76,260.      MT  (+/- 180 meters Scaled)
 JZ2859
 JZ2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ906907(NAD 83)
 JZ2859
 JZ2859                          SUPERSEDED SURVEY CONTROL
 JZ2859
 JZ2859.No superseded survey control is available for this station.
 JZ2859
 JZ2859_MARKER: DV = VERTICAL CONTROL DISK
 JZ2859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2859_SP_SET: BRIDGE ABUTMENT
 JZ2859_STAMPING: T 355 1986
 JZ2859_MARK LOGO: NGS
 JZ2859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2859
 JZ2859  HISTORY     - Date     Condition        Report By
 JZ2859  HISTORY     - 1986     MONUMENTED       NGS
 JZ2859
 JZ2859                          STATION DESCRIPTION
 JZ2859
 JZ2859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2859'12.1 KM (7.5 MI) SE FROM INDIANAPOLIS.
 JZ2859'12.1 KM (7.5 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2859'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, IN TOP
 JZ2859'OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 JZ2859'CONCRETE ABUTMENT OF THE PLEASANT VIEW ROAD OVERPASS OF THE HIGHWAY,
 JZ2859'AND 21.1 M (69.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 JZ2859'BOUND LANES OF THE HIGHWAY.
 JZ2859'THE MARK IS 0.9 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1594 ***********************************************************************
 JA1594  DESIGNATION -  T 356
 JA1594  PID         -  JA1594
 JA1594  STATE/COUNTY-  IN/GIBSON
 JA1594  COUNTRY     -  US
 JA1594  USGS QUAD   -  ELBERFELD (2019)
 JA1594
 JA1594                         *CURRENT SURVEY CONTROL
 JA1594  ______________________________________________________________________
 JA1594* NAD 83(1986) POSITION- 38 13 45.     (N) 087 24 51.     (W)   SCALED
 JA1594* NAVD 88 ORTHO HEIGHT -   144.032 (meters)      472.55  (feet) ADJUSTED
 JA1594  ______________________________________________________________________
 JA1594  GEOID HEIGHT    -        -31.528 (meters)                     GEOID18
 JA1594  DYNAMIC HEIGHT  -        143.936 (meters)      472.23  (feet) COMP
 JA1594  MODELED GRAVITY -    979,956.3   (mgal)                       NAVD 88
 JA1594
 JA1594  VERT ORDER      -  FIRST     CLASS II
 JA1594
 JA1594.The horizontal coordinates were scaled from a map and have
 JA1594.an estimated accuracy of +/- 6 seconds.
 JA1594
 JA1594.The orthometric height was determined by differential leveling and
 JA1594.adjusted by the NATIONAL GEODETIC SURVEY
 JA1594.in June 1991.
 JA1594
 JA1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1594.GEOID18 height accuracy estimate available here.
 JA1594
 JA1594.Click photographs - Photos may exist for this station.
 JA1594
 JA1594.The dynamic height is computed by dividing the NAVD 88
 JA1594.geopotential number by the normal gravity value computed on the
 JA1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1594.degrees latitude (g = 980.6199 gals.).
 JA1594
 JA1594.The modeled gravity was interpolated from observed gravity values.
 JA1594
 JA1594;                    North         East    Units  Estimated Accuracy
 JA1594;SPC IN W     -   330,980.      871,030.      MT  (+/- 180 meters Scaled)
 JA1594
 JA1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH637313(NAD 83)
 JA1594
 JA1594                          SUPERSEDED SURVEY CONTROL
 JA1594
 JA1594.No superseded survey control is available for this station.
 JA1594
 JA1594_MARKER: I = METAL ROD
 JA1594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1594_STAMPING: T 356 1986
 JA1594_MARK LOGO: NGS
 JA1594_PROJECTION: RECESSED 2 CENTIMETERS
 JA1594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1594+STABILITY: POSITION/ELEVATION WELL
 JA1594_ROD/PIPE-DEPTH: 3.5 meters
 JA1594_SLEEVE-DEPTH  : 3.0 meters
 JA1594
 JA1594  HISTORY     - Date     Condition        Report By
 JA1594  HISTORY     - 1986     MONUMENTED       NGS
 JA1594
 JA1594                          STATION DESCRIPTION
 JA1594
 JA1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1594'IN BUCKSKIN.
 JA1594'IN BUCKSKIN, 25.8 M (84.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 JA1594'OF THE ST JOHNS CHURCH AT 321 COUNTY ROAD 800 EAST, 3.7 M (12.1 FT)
 JA1594'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOUILE BAUER HEADSTONE, 2.5 M
 JA1594'(8.2 FT) WEST OF THE CENTER OF THE ENTRANCE TO ST JOHNS CEMETERY, AND
 JA1594'0.7 M (2.3 FT) NORTH OF THE NORTH FACE OF A BRICK PILLAR.
 JA1594'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1594'THE MARK IS ABOVE LEVEL WITH THE CEMETERY ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2835 ***********************************************************************
 JZ2835  DESIGNATION -  T 357
 JZ2835  PID         -  JZ2835
 JZ2835  STATE/COUNTY-  IN/DECATUR
 JZ2835  COUNTRY     -  US
 JZ2835  USGS QUAD   -  ADAMS (2019)
 JZ2835
 JZ2835                         *CURRENT SURVEY CONTROL
 JZ2835  ______________________________________________________________________
 JZ2835* NAD 83(1986) POSITION- 39 26 15.     (N) 085 35 36.     (W)   SCALED
 JZ2835* NAVD 88 ORTHO HEIGHT -   272.672 (meters)      894.59  (feet) ADJUSTED
 JZ2835  ______________________________________________________________________
 JZ2835  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 JZ2835  DYNAMIC HEIGHT  -        272.506 (meters)      894.05  (feet) COMP
 JZ2835  MODELED GRAVITY -    980,010.6   (mgal)                       NAVD 88
 JZ2835
 JZ2835  VERT ORDER      -  FIRST     CLASS II
 JZ2835
 JZ2835.The horizontal coordinates were scaled from a map and have
 JZ2835.an estimated accuracy of +/- 6 seconds.
 JZ2835
 JZ2835.The orthometric height was determined by differential leveling and
 JZ2835.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2835.in June 1991.
 JZ2835
 JZ2835.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2835.GEOID18 height accuracy estimate available here.
 JZ2835
 JZ2835.Click photographs - Photos may exist for this station.
 JZ2835
 JZ2835.The dynamic height is computed by dividing the NAVD 88
 JZ2835.geopotential number by the normal gravity value computed on the
 JZ2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2835.degrees latitude (g = 980.6199 gals.).
 JZ2835
 JZ2835.The modeled gravity was interpolated from observed gravity values.
 JZ2835
 JZ2835;                    North         East    Units  Estimated Accuracy
 JZ2835;SPC IN E     -   465,070.      106,310.      MT  (+/- 180 meters Scaled)
 JZ2835
 JZ2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ210662(NAD 83)
 JZ2835
 JZ2835                          SUPERSEDED SURVEY CONTROL
 JZ2835
 JZ2835.No superseded survey control is available for this station.
 JZ2835
 JZ2835_MARKER: DV = VERTICAL CONTROL DISK
 JZ2835_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2835_SP_SET: PIER
 JZ2835_STAMPING: T 357 1986
 JZ2835_MARK LOGO: NGS
 JZ2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2835
 JZ2835  HISTORY     - Date     Condition        Report By
 JZ2835  HISTORY     - 1986     MONUMENTED       NGS
 JZ2835
 JZ2835                          STATION DESCRIPTION
 JZ2835
 JZ2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2835'13.9 KM (8.65 MI) NW FROM GREENSBURG.
 JZ2835'13.9 KM (8.65 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2835'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, SET VERTICALLY IN THE
 JZ2835'SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4 COLUMNS OF THE CENTER
 JZ2835'PIER OF A PAVED ROAD OVERPASS OF THE HIGHWAY, 13.2 M (43.3 FT)
 JZ2835'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2835'HIGHWAY, AND 12.6 M (41.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2835'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2835'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2809 ***********************************************************************
 JZ2809  DESIGNATION -  T 358
 JZ2809  PID         -  JZ2809
 JZ2809  STATE/COUNTY-  IN/RIPLEY
 JZ2809  COUNTRY     -  US
 JZ2809  USGS QUAD   -  SPADES (2019)
 JZ2809
 JZ2809                         *CURRENT SURVEY CONTROL
 JZ2809  ______________________________________________________________________
 JZ2809* NAD 83(1986) POSITION- 39 16 59.     (N) 085 04 39.     (W)   SCALED
 JZ2809* NAVD 88 ORTHO HEIGHT -   301.106 (meters)      987.88  (feet) ADJUSTED
 JZ2809  ______________________________________________________________________
 JZ2809  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 JZ2809  DYNAMIC HEIGHT  -        300.917 (meters)      987.26  (feet) COMP
 JZ2809  MODELED GRAVITY -    979,990.9   (mgal)                       NAVD 88
 JZ2809
 JZ2809  VERT ORDER      -  FIRST     CLASS II
 JZ2809
 JZ2809.The horizontal coordinates were scaled from a map and have
 JZ2809.an estimated accuracy of +/- 6 seconds.
 JZ2809
 JZ2809.The orthometric height was determined by differential leveling and
 JZ2809.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2809.in June 1991.
 JZ2809
 JZ2809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2809.GEOID18 height accuracy estimate available here.
 JZ2809
 JZ2809.Click photographs - Photos may exist for this station.
 JZ2809
 JZ2809.The dynamic height is computed by dividing the NAVD 88
 JZ2809.geopotential number by the normal gravity value computed on the
 JZ2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2809.degrees latitude (g = 980.6199 gals.).
 JZ2809
 JZ2809.The modeled gravity was interpolated from observed gravity values.
 JZ2809
 JZ2809;                    North         East    Units  Estimated Accuracy
 JZ2809;SPC IN E     -   448,090.      150,830.      MT  (+/- 180 meters Scaled)
 JZ2809
 JZ2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ658499(NAD 83)
 JZ2809
 JZ2809                          SUPERSEDED SURVEY CONTROL
 JZ2809
 JZ2809.No superseded survey control is available for this station.
 JZ2809
 JZ2809_MARKER: I = METAL ROD
 JZ2809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2809_STAMPING: T 358 1986
 JZ2809_MARK LOGO: NGS
 JZ2809_PROJECTION: FLUSH
 JZ2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2809_ROD/PIPE-DEPTH: 4.9 meters
 JZ2809
 JZ2809  HISTORY     - Date     Condition        Report By
 JZ2809  HISTORY     - 1986     MONUMENTED       NGS
 JZ2809
 JZ2809                          STATION DESCRIPTION
 JZ2809
 JZ2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2809'12.8 KM (7.95 MI) EAST FROM BATESVILLE.
 JZ2809'12.8 KM (7.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2809'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, 0.7 KM (0.45 MI) WEST
 JZ2809'OF THE RIPLEY-DEARBORN COUNTY LINE, 17.1 M (56.1 FT) SOUTH OF THE
 JZ2809'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 14.7 M (48.2
 JZ2809'FT) SOUTHWEST OF THE SOUTH LEG OF AN INFORMATION SIGN.  NOTE--ACCESS
 JZ2809'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2809'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JZ2809'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1673 ***********************************************************************
 LA1673  DESIGNATION -  T 36
 LA1673  PID         -  LA1673
 LA1673  STATE/COUNTY-  IN/GRANT
 LA1673  COUNTRY     -  US
 LA1673  USGS QUAD   -  MARION (2019)
 LA1673
 LA1673                         *CURRENT SURVEY CONTROL
 LA1673  ______________________________________________________________________
 LA1673* NAD 83(1986) POSITION- 40 33 05.     (N) 085 39 35.     (W)   SCALED
 LA1673* NAVD 88 ORTHO HEIGHT -   248.551 (meters)      815.45  (feet) ADJUSTED
 LA1673  ______________________________________________________________________
 LA1673  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 LA1673  DYNAMIC HEIGHT  -        248.424 (meters)      815.04  (feet) COMP
 LA1673  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 LA1673
 LA1673  VERT ORDER      -  SECOND    CLASS 0
 LA1673
 LA1673.The horizontal coordinates were scaled from a map and have
 LA1673.an estimated accuracy of +/- 6 seconds.
 LA1673
 LA1673.The orthometric height was determined by differential leveling and
 LA1673.adjusted by the NATIONAL GEODETIC SURVEY
 LA1673.in June 1991.
 LA1673
 LA1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1673.GEOID18 height accuracy estimate available here.
 LA1673
 LA1673.Click photographs - Photos may exist for this station.
 LA1673
 LA1673.The dynamic height is computed by dividing the NAVD 88
 LA1673.geopotential number by the normal gravity value computed on the
 LA1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1673.degrees latitude (g = 980.6199 gals.).
 LA1673
 LA1673.The modeled gravity was interpolated from observed gravity values.
 LA1673
 LA1673;                    North         East    Units  Estimated Accuracy
 LA1673;SPC IN E     -   588,740.      100,590.      MT  (+/- 180 meters Scaled)
 LA1673
 LA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK134898(NAD 83)
 LA1673
 LA1673                          SUPERSEDED SURVEY CONTROL
 LA1673
 LA1673  NGVD 29 (??/??/92)  248.677  (m)          815.87   (f) ADJ UNCH    2 0
 LA1673
 LA1673.Superseded values are not recommended for survey control.
 LA1673
 LA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1673.See file dsdata.pdf to determine how the superseded data were derived.
 LA1673
 LA1673_MARKER: DB = BENCH MARK DISK
 LA1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1673_STAMPING: T 36 1934
 LA1673_MARK LOGO: CGS
 LA1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1673+STABILITY: SURFACE MOTION
 LA1673
 LA1673  HISTORY     - Date     Condition        Report By
 LA1673  HISTORY     - 1934     MONUMENTED       CGS
 LA1673  HISTORY     - 1962     GOOD             CGS
 LA1673
 LA1673                          STATION DESCRIPTION
 LA1673
 LA1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1673'AT MARION.
 LA1673'AT MARION, GRANT COUNTY, ON THE PENNSYLVANIA RAILROAD, 19.2
 LA1673'FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, IN THE
 LA1673'TRIANGULAR LAWN FORMED BY THE TRACK, A HIGHWAY AND THE
 LA1673'STATION, 23.3 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH
 LA1673'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED T 36 1934 AND
 LA1673'SET IN THE TOP OF A CONCRETE POST.
 LA1673
 LA1673                          STATION RECOVERY (1962)
 LA1673
 LA1673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1739 ***********************************************************************
 KA1739  DESIGNATION -  T 360
 KA1739  PID         -  KA1739
 KA1739  STATE/COUNTY-  IN/VERMILLION
 KA1739  COUNTRY     -  US
 KA1739  USGS QUAD   -  CLINTON (2019)
 KA1739
 KA1739                         *CURRENT SURVEY CONTROL
 KA1739  ______________________________________________________________________
 KA1739* NAD 83(1986) POSITION- 39 40 01.     (N) 087 23 50.     (W)   SCALED
 KA1739* NAVD 88 ORTHO HEIGHT -   152.456 (meters)      500.18  (feet) ADJUSTED
 KA1739  ______________________________________________________________________
 KA1739  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 KA1739  DYNAMIC HEIGHT  -        152.371 (meters)      499.90  (feet) COMP
 KA1739  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 KA1739
 KA1739  VERT ORDER      -  FIRST     CLASS II
 KA1739
 KA1739.The horizontal coordinates were scaled from a map and have
 KA1739.an estimated accuracy of +/- 6 seconds.
 KA1739
 KA1739.The orthometric height was determined by differential leveling and
 KA1739.adjusted by the NATIONAL GEODETIC SURVEY
 KA1739.in June 1991.
 KA1739
 KA1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1739.GEOID18 height accuracy estimate available here.
 KA1739
 KA1739.Click photographs - Photos may exist for this station.
 KA1739
 KA1739.The dynamic height is computed by dividing the NAVD 88
 KA1739.geopotential number by the normal gravity value computed on the
 KA1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1739.degrees latitude (g = 980.6199 gals.).
 KA1739
 KA1739.The modeled gravity was interpolated from observed gravity values.
 KA1739
 KA1739;                    North         East    Units  Estimated Accuracy
 KA1739;SPC IN W     -   490,590.      873,070.      MT  (+/- 180 meters Scaled)
 KA1739
 KA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ659908(NAD 83)
 KA1739
 KA1739                          SUPERSEDED SURVEY CONTROL
 KA1739
 KA1739.No superseded survey control is available for this station.
 KA1739
 KA1739_MARKER: I = METAL ROD
 KA1739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1739_STAMPING: T 360 1986
 KA1739_MARK LOGO: NGS
 KA1739_PROJECTION: RECESSED 3 CENTIMETERS
 KA1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1739_ROD/PIPE-DEPTH: 24.4 meters
 KA1739
 KA1739  HISTORY     - Date     Condition        Report By
 KA1739  HISTORY     - 1986     MONUMENTED       NGS
 KA1739
 KA1739                          STATION DESCRIPTION
 KA1739
 KA1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1739'IN CLINTON.
 KA1739'IN CLINTON, AT THE INTERSECTION OF NORTH MAIN AND DESOTO STREETS, 8.7
 KA1739'M (28.5 FT) WEST OF THE CENTER OF MAIN STREET, 5.2 M (17.1 FT)
 KA1739'NORTHWEST OF A FIRE HYDRANT, 4.5 M (14.8 FT) SOUTH OF THE CENTER OF
 KA1739'DESOTO STREET, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE WITH A STREET
 KA1739'LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1739'THE MARK IS 0.3 M ABOVE MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2102 ***********************************************************************
 LB2102  DESIGNATION -  T 361
 LB2102  PID         -  LB2102
 LB2102  STATE/COUNTY-  IN/VERMILLION
 LB2102  COUNTRY     -  US
 LB2102  USGS QUAD   -  PERRYSVILLE (2019)
 LB2102
 LB2102                         *CURRENT SURVEY CONTROL
 LB2102  ______________________________________________________________________
 LB2102* NAD 83(1986) POSITION- 40 00 52.59   (N) 087 27 04.32   (W)   HD_HELD1
 LB2102* NAVD 88 ORTHO HEIGHT -   163.662 (meters)      536.95  (feet) ADJUSTED
 LB2102  ______________________________________________________________________
 LB2102  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 LB2102  DYNAMIC HEIGHT  -        163.577 (meters)      536.67  (feet) COMP
 LB2102  MODELED GRAVITY -    980,104.1   (mgal)                       NAVD 88
 LB2102
 LB2102  VERT ORDER      -  FIRST     CLASS II
 LB2102
 LB2102.The horizontal coordinates were determined by differentially corrected
 LB2102.hand held GPS observations or other comparable positioning techniques
 LB2102.and have an estimated accuracy of +/- 3 meters.
 LB2102
 LB2102.The orthometric height was determined by differential leveling and
 LB2102.adjusted by the NATIONAL GEODETIC SURVEY
 LB2102.in June 1991.
 LB2102
 LB2102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2102.GEOID18 height accuracy estimate available here.
 LB2102
 LB2102.Click photographs - Photos may exist for this station.
 LB2102
 LB2102.The dynamic height is computed by dividing the NAVD 88
 LB2102.geopotential number by the normal gravity value computed on the
 LB2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2102.degrees latitude (g = 980.6199 gals.).
 LB2102
 LB2102.The modeled gravity was interpolated from observed gravity values.
 LB2102
 LB2102;                    North         East    Units  Estimated Accuracy
 LB2102;SPC IN W     -   529,204.4     868,594.2     MT  (+/- 3 meters HH1 GPS) 
 LB2102
 LB2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6149329476(NAD 83)
 LB2102
 LB2102                          SUPERSEDED SURVEY CONTROL
 LB2102
 LB2102.No superseded survey control is available for this station.
 LB2102
 LB2102_MARKER: I = METAL ROD
 LB2102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2102_STAMPING: T 361 1986
 LB2102_MARK LOGO: NGS
 LB2102_PROJECTION: PROJECTING 4 CENTIMETERS
 LB2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2102_ROD/PIPE-DEPTH: 9.7 meters
 LB2102
 LB2102  HISTORY     - Date     Condition        Report By
 LB2102  HISTORY     - 1986     MONUMENTED       NGS
 LB2102  HISTORY     - 20110811 GOOD             JCLS
 LB2102
 LB2102                          STATION DESCRIPTION
 LB2102
 LB2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2102'7.0 KM (4.35 MI) NORTH FROM CAYUGA.
 LB2102'7.0 KM (4.35 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2102'WITH STATE HIGHWAY 234 IN CAYUGA, 0.4 KM (0.25 MI) NORTH OF THE
 LB2102'INTERSECTION OF COUNTY ROAD 850 N, 44.2 M (145.0 FT) NORTHEAST OF THE
 LB2102'NORTHEAST CORNER OF THE MORGAN RESIDENCE, 32.5 M (106.6 FT) WEST OF
 LB2102'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 11.0 M (36.1
 LB2102'FT) NORTHWEST OF UTILITY POLE NUMBER 6 5, AND 5.4 M (17.7 FT) SOUTH OF
 LB2102'THE NORTH END OF A CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS
 LB2102'HAD THROUGH A 5-INCH LOGO CAP.
 LB2102'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST AND FENCE
 LB2102'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LB2102
 LB2102                          STATION RECOVERY (2011)
 LB2102
 LB2102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB2102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3381 ***********************************************************************
 ME3381  DESIGNATION -  T 367
 ME3381  PID         -  ME3381
 ME3381  STATE/COUNTY-  IN/PORTER
 ME3381  COUNTRY     -  US
 ME3381  USGS QUAD   -  PALMER (2019)
 ME3381
 ME3381                         *CURRENT SURVEY CONTROL
 ME3381  ______________________________________________________________________
 ME3381* NAD 83(1986) POSITION- 41 29 58.50   (N) 087 08 39.94   (W)   HD_HELD1
 ME3381* NAVD 88 ORTHO HEIGHT -   205.217 (meters)      673.28  (feet) ADJUSTED
 ME3381  ______________________________________________________________________
 ME3381  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME3381  DYNAMIC HEIGHT  -        205.137 (meters)      673.02  (feet) COMP
 ME3381  MODELED GRAVITY -    980,229.2   (mgal)                       NAVD 88
 ME3381
 ME3381  VERT ORDER      -  FIRST     CLASS II
 ME3381
 ME3381.The horizontal coordinates were determined by differentially corrected
 ME3381.hand held GPS observations or other comparable positioning techniques
 ME3381.and have an estimated accuracy of +/- 3 meters.
 ME3381
 ME3381.The orthometric height was determined by differential leveling and
 ME3381.adjusted by the NATIONAL GEODETIC SURVEY
 ME3381.in April 1995.
 ME3381
 ME3381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3381.GEOID18 height accuracy estimate available here.
 ME3381
 ME3381.Click photographs - Photos may exist for this station.
 ME3381
 ME3381.The dynamic height is computed by dividing the NAVD 88
 ME3381.geopotential number by the normal gravity value computed on the
 ME3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3381.degrees latitude (g = 980.6199 gals.).
 ME3381
 ME3381.The modeled gravity was interpolated from observed gravity values.
 ME3381
 ME3381;                    North         East    Units  Estimated Accuracy
 ME3381;SPC IN W     -   694,041.2     894,899.0     MT  (+/- 3 meters HH1 GPS) 
 ME3381
 ME3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8794594228(NAD 83)
 ME3381
 ME3381                          SUPERSEDED SURVEY CONTROL
 ME3381
 ME3381  NGVD 29 (01/19/93)  205.309  (m)          673.58   (f) ADJUSTED    1 2
 ME3381
 ME3381.Superseded values are not recommended for survey control.
 ME3381
 ME3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3381.See file dsdata.pdf to determine how the superseded data were derived.
 ME3381
 ME3381_MARKER: F = FLANGE-ENCASED ROD
 ME3381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3381_STAMPING: T 367 1992
 ME3381_MARK LOGO: NGS
 ME3381_PROJECTION: FLUSH
 ME3381_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3381+STABILITY: POSITION/ELEVATION WELL
 ME3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3381+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 ME3381_ROD/PIPE-DEPTH: 5.8 meters
 ME3381_SLEEVE-DEPTH  : 3.1 meters
 ME3381
 ME3381  HISTORY     - Date     Condition        Report By
 ME3381  HISTORY     - 1992     MONUMENTED       NGS
 ME3381  HISTORY     - 20210401 GOOD             IN-127
 ME3381
 ME3381                          STATION DESCRIPTION
 ME3381
 ME3381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3381'8.0 KM (4.95 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME3381'IN VALPARAISO, 14.9 M (48.9 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 ME3381'CENTERLINE, 12.8 M (42.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 ME3381'CONRAIL RAILROAD, 10.2 M (33.5 FT) NORTHWEST OF THE CENTER OF A PAVED
 ME3381'ROAD, 7.0 M (23.0 FT) WEST OF THE SOUTHWEST END OF A CULVERT
 ME3381'HEADWALL, AND 1.0 M (3.3 FT) SOUTHEAST OF A WITNESS POST.
 ME3381'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ME3381
 ME3381                          STATION RECOVERY (2021)
 ME3381
 ME3381'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME3381'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE 2021 (WEE).  4.95 MI (7.96
 ME3381'KM)  WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE IN
 ME3381'VALPARAISO 48.9 FT (14.9 M) WEST OF AND LEVEL WITH THE HIGHWAY 130
 ME3381'CENTERLINE, 42.0 FT (12.8 M) NORTHEAST OF THE NEAR RAIL OF THE CONRAIL
 ME3381'RAILROAD, 33.5 FT (10.2 M) NORTHWEST OF THE CENTER OF C.R. 450 NORTH,
 ME3381'23.0 FT (7.0 M) WEST OF THE SOUTHWEST END OF A CULVERT HEADWALL AND
 ME3381'1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.  ACCESS TO THE DATUM POINT
 ME3381'IS THROUGH A 5 INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1974 ***********************************************************************
 MD1974  DESIGNATION -  T 368
 MD1974  PID         -  MD1974
 MD1974  STATE/COUNTY-  IN/ALLEN
 MD1974  COUNTRY     -  US
 MD1974  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD1974
 MD1974                         *CURRENT SURVEY CONTROL
 MD1974  ______________________________________________________________________
 MD1974* NAD 83(1986) POSITION- 41 04 40.     (N) 084 48 17.     (W)   SCALED
 MD1974* NAVD 88 ORTHO HEIGHT -   231.682 (meters)      760.11  (feet) ADJUSTED
 MD1974  ______________________________________________________________________
 MD1974  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 MD1974  DYNAMIC HEIGHT  -        231.587 (meters)      759.80  (feet) COMP
 MD1974  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 MD1974
 MD1974  VERT ORDER      -  FIRST     CLASS II
 MD1974
 MD1974.The horizontal coordinates were scaled from a map and have
 MD1974.an estimated accuracy of +/- 6 seconds.
 MD1974
 MD1974.The orthometric height was determined by differential leveling and
 MD1974.adjusted by the NATIONAL GEODETIC SURVEY
 MD1974.in April 1995.
 MD1974
 MD1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1974.GEOID18 height accuracy estimate available here.
 MD1974
 MD1974.Click photographs - Photos may exist for this station.
 MD1974
 MD1974.The dynamic height is computed by dividing the NAVD 88
 MD1974.geopotential number by the normal gravity value computed on the
 MD1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1974.degrees latitude (g = 980.6199 gals.).
 MD1974
 MD1974.The modeled gravity was interpolated from observed gravity values.
 MD1974
 MD1974;                    North         East    Units  Estimated Accuracy
 MD1974;SPC IN E     -   647,550.      172,430.      MT  (+/- 180 meters Scaled)
 MD1974
 MD1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL844497(NAD 83)
 MD1974
 MD1974                          SUPERSEDED SURVEY CONTROL
 MD1974
 MD1974  NGVD 29 (01/19/93)  231.839  (m)          760.63   (f) ADJUSTED    1 2
 MD1974
 MD1974.Superseded values are not recommended for survey control.
 MD1974
 MD1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1974.See file dsdata.pdf to determine how the superseded data were derived.
 MD1974
 MD1974_MARKER: DV = VERTICAL CONTROL DISK
 MD1974_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1974_SP_SET: GRAIN ELEVATOR
 MD1974_STAMPING: T 368 1992
 MD1974_MARK LOGO: NGS
 MD1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1974+STABILITY: POSITION/ELEVATION WELL
 MD1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1974+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1974
 MD1974  HISTORY     - Date     Condition        Report By
 MD1974  HISTORY     - 1992     MONUMENTED       NGS
 MD1974
 MD1974                          STATION DESCRIPTION
 MD1974
 MD1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1974'IN EDGERTON, SET VERTICALLY IN THE EAST FACE OF THE MOST WESTERLY OF
 MD1974'2 ROWS OF CONCRETE GRAIN SILOS FOR THE EMP CO-OP ELEVATOR COMPANY AT
 MD1974'1519 EVERSON ROAD, 200.0 M (656.2 FT) EAST OF THE ROAD CENTER, 40.9 M
 MD1974'(134.2 FT) NORTH OF THE NEAR RAIL OF THE NORFOLK SOUTHERN RAILROAD,
 MD1974'9.9 M (32.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE DRIVE
 MD1974'THROUGH PORTION OF THE ELEVATOR, 8.5 M (27.9 FT) NORTH OF THE CENTER
 MD1974'OF A DRIVEWAY, AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7525 ***********************************************************************
 DR7525  DESIGNATION -  T 375
 DR7525  PID         -  DR7525
 DR7525  STATE/COUNTY-  IN/LAGRANGE
 DR7525  COUNTRY     -  US
 DR7525  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7525
 DR7525                         *CURRENT SURVEY CONTROL
 DR7525  ______________________________________________________________________
 DR7525* NAD 83(1986) POSITION- 41 39 15.49   (N) 085 36 15.19   (W)   HD_HELD1
 DR7525* NAVD 88 ORTHO HEIGHT -   269.672 (meters)      884.75  (feet) ADJUSTED
 DR7525  ______________________________________________________________________
 DR7525  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 DR7525  DYNAMIC HEIGHT  -        269.569 (meters)      884.41  (feet) COMP
 DR7525  MODELED GRAVITY -    980,233.6   (mgal)                       NAVD 88
 DR7525
 DR7525  VERT ORDER      -  SECOND    CLASS I
 DR7525
 DR7525.The horizontal coordinates were determined by differentially corrected
 DR7525.hand held GPS observations or other comparable positioning techniques
 DR7525.and have an estimated accuracy of +/- 3 meters.
 DR7525
 DR7525.The orthometric height was determined by differential leveling and
 DR7525.adjusted by the NATIONAL GEODETIC SURVEY
 DR7525.in March 2022.
 DR7525
 DR7525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7525.GEOID18 height accuracy estimate available here.
 DR7525
 DR7525.Click photographs - Photos may exist for this station.
 DR7525
 DR7525.The dynamic height is computed by dividing the NAVD 88
 DR7525.geopotential number by the normal gravity value computed on the
 DR7525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7525.degrees latitude (g = 980.6199 gals.).
 DR7525
 DR7525.The modeled gravity was interpolated from observed gravity values.
 DR7525
 DR7525;                    North         East    Units  Estimated Accuracy
 DR7525;SPC IN E     -   711,224.7     105,201.5     MT  (+/- 3 meters HH1 GPS) 
 DR7525
 DR7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1622012335(NAD 83)
 DR7525
 DR7525                          SUPERSEDED SURVEY CONTROL
 DR7525
 DR7525.No superseded survey control is available for this station.
 DR7525
 DR7525_MARKER: F = FLANGE-ENCASED ROD
 DR7525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7525_STAMPING: T 375 2018
 DR7525_MARK LOGO: NONE
 DR7525_PROJECTION: RECESSED 8 CENTIMETERS
 DR7525_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7525+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 DR7525_ROD/PIPE-DEPTH: 3.1 meters
 DR7525_SLEEVE-DEPTH  : 0.9 meters
 DR7525
 DR7525  HISTORY     - Date     Condition        Report By
 DR7525  HISTORY     - 20180613 MONUMENTED       INDOT
 DR7525
 DR7525                          STATION DESCRIPTION
 DR7525
 DR7525'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7525'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF TOPEKA,
 DR7525'5.5 MI (8.8 KM) EAST-SOUTHEAST OF MIDDLEBURY AND 1.8 MI (2.9 KM)
 DR7525'SOUTHWEST OF SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7525'
 DR7525'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7525'TRAVEL WEST 1.24 MI (2.00 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7525'THE LEFT (SOUTH) SIDE OF THE ROAD, LOCATED IN FRONT OF MDZ TRUCKING AT
 DR7525'9270 U.S. HIGHWAY 20.
 DR7525'
 DR7525'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 42 FT (12.8 M)
 DR7525'SOUTH OF THE ROAD CENTERLINE AND APPROXIMATELY 163 FT (49.7 M) EAST OF
 DR7525'THE CENTERLINE OF THE MDZ TRUCKING ENTRANCE.  IT IS LOCATED 20.87 FT
 DR7525'(6.4 M) SOUTH OF A MAG NAIL SET IN THE SOUTH EDGE OF PAVEMENT OF US
 DR7525'20, 84.00 FT (25.6 M) EAST OF A MAG NAIL SET IN THE NORTH FACE OF A
 DR7525'POWER POLE (NO NUMBER), 173.20 FT (52.8 M) WEST OF A MAG NAIL SET IN
 DR7525'THE SOUTH FACE OF A GAS MARKER POST AND 192.70 FT (58.7 M) WEST OF A
 DR7525'MAG NAIL SET IN THE NORTH FACE OF A BILLBOARD LIGHT POLE.
 DR7525'
 DR7525'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7525'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7549 ***********************************************************************
 DR7549  DESIGNATION -  T 376
 DR7549  PID         -  DR7549
 DR7549  STATE/COUNTY-  IN/LAGRANGE
 DR7549  COUNTRY     -  US
 DR7549  USGS QUAD   -  ORLAND (2019)
 DR7549
 DR7549                         *CURRENT SURVEY CONTROL
 DR7549  ______________________________________________________________________
 DR7549* NAD 83(1986) POSITION- 41 38 31.47   (N) 085 12 08.24   (W)   HD_HELD1
 DR7549* NAVD 88 ORTHO HEIGHT -   301.933 (meters)      990.59  (feet) ADJUSTED
 DR7549  ______________________________________________________________________
 DR7549  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 DR7549  DYNAMIC HEIGHT  -        301.817 (meters)      990.21  (feet) COMP
 DR7549  MODELED GRAVITY -    980,230.4   (mgal)                       NAVD 88
 DR7549
 DR7549  VERT ORDER      -  SECOND    CLASS I
 DR7549
 DR7549.The horizontal coordinates were determined by differentially corrected
 DR7549.hand held GPS observations or other comparable positioning techniques
 DR7549.and have an estimated accuracy of +/- 3 meters.
 DR7549
 DR7549.The orthometric height was determined by differential leveling and
 DR7549.adjusted by the NATIONAL GEODETIC SURVEY
 DR7549.in March 2022.
 DR7549
 DR7549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7549.GEOID18 height accuracy estimate available here.
 DR7549
 DR7549.Click photographs - Photos may exist for this station.
 DR7549
 DR7549.The dynamic height is computed by dividing the NAVD 88
 DR7549.geopotential number by the normal gravity value computed on the
 DR7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7549.degrees latitude (g = 980.6199 gals.).
 DR7549
 DR7549.The modeled gravity was interpolated from observed gravity values.
 DR7549
 DR7549;                    North         East    Units  Estimated Accuracy
 DR7549;SPC IN E     -   709,968.9     138,687.7     MT  (+/- 3 meters HH1 GPS) 
 DR7549
 DR7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4971611598(NAD 83)
 DR7549
 DR7549                          SUPERSEDED SURVEY CONTROL
 DR7549
 DR7549.No superseded survey control is available for this station.
 DR7549
 DR7549_MARKER: DD = SURVEY DISK
 DR7549_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7549+WITH SETTING: PAVEMENT
 DR7549_SP_SET: TRAFFIC POLE BASE
 DR7549_STAMPING: 2018 T 376
 DR7549_MARK LOGO: INDOT
 DR7549_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7549+STABILITY: SURFACE MOTION
 DR7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7549+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DR7549
 DR7549  HISTORY     - Date     Condition        Report By
 DR7549  HISTORY     - 20180709 MONUMENTED       INDOT
 DR7549
 DR7549                          STATION DESCRIPTION
 DR7549
 DR7549'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7549'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF ORLAND,
 DR7549'5.0 MI (8.0 KM) SOUTHEAST OF MONGO AND 4.2 MI (6.8 KM) NORTH OF STROH.
 DR7549'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7549'
 DR7549'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7549'TRAVEL SOUTHWEST AND WEST 1.45 MI (2.33 KM) ALONG U.S. HIGHWAY 20 TO
 DR7549'THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED IN THE
 DR7549'NORTHWEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7549'ROAD NORTH 1150 EAST.
 DR7549'
 DR7549'THE STATION IS 40.0 FT (12.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DR7549'U.S. HIGHWAY 20 AND APPROXIMATELY 55 FT (16.8 M) WEST OF THE COUNTY
 DR7549'ROAD NORTH 1150 EAST CENTERLINE.  IT IS LOCATED 27.50 FT (8.4 M)
 DR7549'SOUTHEAST OF A MAG NAIL SET IN POWER POLE 19470, 33.47 FT (10.2 M)
 DR7549'WEST-SOUTHWEST OF A MAG NAIL SET IN POWER POLE 19477 AND 2.63 FT (0.8
 DR7549'M) NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE SIGNAL POLE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7573 ***********************************************************************
 DR7573  DESIGNATION -  T 377
 DR7573  PID         -  DR7573
 DR7573  STATE/COUNTY-  IN/LAGRANGE
 DR7573  COUNTRY     -  US
 DR7573  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7573
 DR7573                         *CURRENT SURVEY CONTROL
 DR7573  ______________________________________________________________________
 DR7573* NAD 83(1986) POSITION- 41 32 25.97   (N) 085 16 17.81   (W)   HD_HELD1
 DR7573* NAVD 88 ORTHO HEIGHT -   302.278 (meters)      991.72  (feet) ADJUSTED
 DR7573  ______________________________________________________________________
 DR7573  GEOID HEIGHT    -        -33.166 (meters)                     GEOID18
 DR7573  DYNAMIC HEIGHT  -        302.160 (meters)      991.34  (feet) COMP
 DR7573  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 DR7573
 DR7573  VERT ORDER      -  SECOND    CLASS I
 DR7573
 DR7573.The horizontal coordinates were determined by differentially corrected
 DR7573.hand held GPS observations or other comparable positioning techniques
 DR7573.and have an estimated accuracy of +/- 3 meters.
 DR7573
 DR7573.The orthometric height was determined by differential leveling and
 DR7573.adjusted by the NATIONAL GEODETIC SURVEY
 DR7573.in March 2022.
 DR7573
 DR7573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7573.GEOID18 height accuracy estimate available here.
 DR7573
 DR7573.Click photographs - Photos may exist for this station.
 DR7573
 DR7573.The dynamic height is computed by dividing the NAVD 88
 DR7573.geopotential number by the normal gravity value computed on the
 DR7573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7573.degrees latitude (g = 980.6199 gals.).
 DR7573
 DR7573.The modeled gravity was interpolated from observed gravity values.
 DR7573
 DR7573;                    North         East    Units  Estimated Accuracy
 DR7573;SPC IN E     -   698,664.3     132,963.7     MT  (+/- 3 meters HH1 GPS) 
 DR7573
 DR7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4416800208(NAD 83)
 DR7573
 DR7573                          SUPERSEDED SURVEY CONTROL
 DR7573
 DR7573.No superseded survey control is available for this station.
 DR7573
 DR7573_MARKER: F = FLANGE-ENCASED ROD
 DR7573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7573_STAMPING: T 377 2018
 DR7573_MARK LOGO: NONE
 DR7573_PROJECTION: RECESSED 8 CENTIMETERS
 DR7573_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7573+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2018
 DR7573_ROD/PIPE-DEPTH: 9.3 meters
 DR7573_SLEEVE-DEPTH  : 0.9 meters
 DR7573
 DR7573  HISTORY     - Date     Condition        Report By
 DR7573  HISTORY     - 20180724 MONUMENTED       INDOT
 DR7573
 DR7573                          STATION DESCRIPTION
 DR7573
 DR7573'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7573'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF KENDALLVILLE, 5.0
 DR7573'MI (8.0 KM) EAST-NORTHEAST OF WOLCOTTVILLE AND 4.7 MI (7.6 KM)
 DR7573'SOUTHWEST OF STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7573'
 DR7573'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7573'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 6.20 MI (9.98 KM)
 DR7573'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7573'ROAD, LOCATED SOUTH OF THE INTERSECTION OF STATE ROAD 3 AND COUNTY
 DR7573'ROAD EAST 700 SOUTH.
 DR7573'
 DR7573'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 26 FT (7.9 M) EAST
 DR7573'OF THE STATE ROAD 3 CENTERLINE AND APPROXIMATELY 125 FT (38.1 M) SOUTH
 DR7573'OF THE COUNTY ROAD EAST 700 SOUTH CENTERLINE.  IT IS LOCATED 65.10 FT
 DR7573'(19.8 M) NORTHEAST OF A MAG NAIL SET IN THE NORTHEAST FACE OF POWER
 DR7573'POLE 1-075-828, 113.55 FT (34.6 M) SOUTHEAST OF A MAG NAIL SET IN THE
 DR7573'SOUTHEAST FACE OF POWER POLE 493-250, 98.45 FT (30.0 M) SOUTH OF A MAG
 DR7573'NAIL SET IN THE SOUTH FACE OF POWER POLE 1-075-829 AND 7.80 FT (2.4 M)
 DR7573'WEST OF A CHAIN LINK FENCE.
 DR7573'
 DR7573'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7573'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1284 ***********************************************************************
 LA1284  DESIGNATION -  T 4 RESET
 LA1284  PID         -  LA1284
 LA1284  STATE/COUNTY-  IN/MADISON
 LA1284  COUNTRY     -  US
 LA1284  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1284
 LA1284                         *CURRENT SURVEY CONTROL
 LA1284  ______________________________________________________________________
 LA1284* NAD 83(1986) POSITION- 40 06 26.     (N) 085 40 44.     (W)   SCALED
 LA1284* NAVD 88 ORTHO HEIGHT -   269.27  (meters)      883.4   (feet) RESET
 LA1284  ______________________________________________________________________
 LA1284  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LA1284  VERT ORDER      -  THIRD
 LA1284
 LA1284.The horizontal coordinates were scaled from a map and have
 LA1284.an estimated accuracy of +/- 6 seconds.
 LA1284
 LA1284.The orthometric height was computed from unverified reset data.
 LA1284
 LA1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1284.GEOID18 height accuracy estimate available here.
 LA1284
 LA1284.Click photographs - Photos may exist for this station.
 LA1284
 LA1284;                    North         East    Units  Estimated Accuracy
 LA1284;SPC IN E     -   539,420.       98,960.      MT  (+/- 180 meters Scaled)
 LA1284
 LA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK125404(NAD 83)
 LA1284
 LA1284                          SUPERSEDED SURVEY CONTROL
 LA1284
 LA1284  NGVD 29 (??/??/??)  269.41   (m)          883.9    (f) RESET       3  
 LA1284
 LA1284.Superseded values are not recommended for survey control.
 LA1284
 LA1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1284.See file dsdata.pdf to determine how the superseded data were derived.
 LA1284
 LA1284_MARKER: DB = BENCH MARK DISK
 LA1284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1284_SP_SET: SIDEWALK
 LA1284_STAMPING: T 4 RESET 1971
 LA1284_MARK LOGO: CGS
 LA1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1284
 LA1284  HISTORY     - Date     Condition        Report By
 LA1284  HISTORY     - 1971     MONUMENTED       NGS
 LA1284  HISTORY     - 1972     GOOD             NGS
 LA1284  HISTORY     - 1972     GOOD             LOCSUR
 LA1284  HISTORY     - 1989     GOOD             USPSQD
 LA1284
 LA1284                          STATION DESCRIPTION
 LA1284
 LA1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LA1284'AT ANDERSON.
 LA1284'A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 LA1284'AT THE NORTHEAST ANGLE OF THE INTERSECTION OF MAIN AND E 9TH
 LA1284'STREETS NEAR THE CENTER OF ANDERSON, 27 FEET EAST OF THE
 LA1284'CENTERLINE OF MAIN STREET, 46 FEET NORTH OF THE CENTERLINE OF
 LA1284'9TH STREET, 12 FEET NORTH OF A METAL TRAFFIC LIGHT, AND 1 FOOT
 LA1284'EAST OF THE EAST CURB OF STREET.
 LA1284
 LA1284                          STATION RECOVERY (1972)
 LA1284
 LA1284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LA1284'RECOVERED IN GOOD CONDITION.
 LA1284
 LA1284                          STATION RECOVERY (1989)
 LA1284
 LA1284'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRP)
 LA1284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1416 ***********************************************************************
 LA1416  DESIGNATION -  T 41
 LA1416  PID         -  LA1416
 LA1416  STATE/COUNTY-  IN/MADISON
 LA1416  COUNTRY     -  US
 LA1416  USGS QUAD   -  MIDDLETOWN (2019)
 LA1416
 LA1416                         *CURRENT SURVEY CONTROL
 LA1416  ______________________________________________________________________
 LA1416* NAD 83(1986) POSITION- 40 06 28.     (N) 085 35 45.     (W)   SCALED
 LA1416* NAVD 88 ORTHO HEIGHT -   276.698 (meters)      907.80  (feet) ADJUSTED
 LA1416  ______________________________________________________________________
 LA1416  GEOID HEIGHT    -        -33.967 (meters)                     GEOID18
 LA1416  DYNAMIC HEIGHT  -        276.550 (meters)      907.31  (feet) COMP
 LA1416  MODELED GRAVITY -    980,082.6   (mgal)                       NAVD 88
 LA1416
 LA1416  VERT ORDER      -  SECOND    CLASS 0
 LA1416
 LA1416.The horizontal coordinates were scaled from a map and have
 LA1416.an estimated accuracy of +/- 6 seconds.
 LA1416
 LA1416.The orthometric height was determined by differential leveling and
 LA1416.adjusted by the NATIONAL GEODETIC SURVEY
 LA1416.in June 1991.
 LA1416
 LA1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1416.GEOID18 height accuracy estimate available here.
 LA1416
 LA1416.Click photographs - Photos may exist for this station.
 LA1416
 LA1416.The dynamic height is computed by dividing the NAVD 88
 LA1416.geopotential number by the normal gravity value computed on the
 LA1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1416.degrees latitude (g = 980.6199 gals.).
 LA1416
 LA1416.The modeled gravity was interpolated from observed gravity values.
 LA1416
 LA1416;                    North         East    Units  Estimated Accuracy
 LA1416;SPC IN E     -   539,490.      106,040.      MT  (+/- 180 meters Scaled)
 LA1416
 LA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK196406(NAD 83)
 LA1416
 LA1416                          SUPERSEDED SURVEY CONTROL
 LA1416
 LA1416  NGVD 29 (??/??/92)  276.838  (m)          908.26   (f) ADJ UNCH    2 0
 LA1416
 LA1416.Superseded values are not recommended for survey control.
 LA1416
 LA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1416.See file dsdata.pdf to determine how the superseded data were derived.
 LA1416
 LA1416_MARKER: DB = BENCH MARK DISK
 LA1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1416_STAMPING: T 41 1934
 LA1416_MARK LOGO: CGS
 LA1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1416+STABILITY: SURFACE MOTION
 LA1416
 LA1416  HISTORY     - Date     Condition        Report By
 LA1416  HISTORY     - 1934     MONUMENTED       CGS
 LA1416  HISTORY     - 1947     GOOD             CGS
 LA1416
 LA1416                          STATION DESCRIPTION
 LA1416
 LA1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1416'AT CHESTERFIELD.
 LA1416'AT CHESTERFIELD, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1416'LOUIS RAILROAD, SET IN THE SOUTHWEST ANGLE OF THE CROSSING OF
 LA1416'SOUTH WATER STREET, 42.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LA1416'25.5 FEET WEST OF THE CENTER LINE OF WATER STREET, 47.5 FEET NORTH
 LA1416'OF THE CENTER LINE OF STATE HIGHWAY 67 WHICH PARALLELS THE TRACK,
 LA1416'2.5 FEET SOUTH OF TELEGRAPH POLE NO. 242/22, 8.3 FEET NORTHEAST
 LA1416'OF POWER POLE NO. 46/759, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 LA1416'POST, 3.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA1416'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0397 ***********************************************************************
 LB0397  DESIGNATION -  T 42
 LB0397  PID         -  LB0397
 LB0397  STATE/COUNTY-  IN/HAMILTON
 LB0397  COUNTRY     -  US
 LB0397  USGS QUAD   -  NOBLESVILLE (2019)
 LB0397
 LB0397                         *CURRENT SURVEY CONTROL
 LB0397  ______________________________________________________________________
 LB0397* NAD 83(1986) POSITION- 40 02 25.     (N) 086 05 23.     (W)   SCALED
 LB0397* NAVD 88 ORTHO HEIGHT -   259.583 (meters)      851.65  (feet) ADJUSTED
 LB0397  ______________________________________________________________________
 LB0397  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 LB0397  DYNAMIC HEIGHT  -        259.440 (meters)      851.18  (feet) COMP
 LB0397  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LB0397
 LB0397  VERT ORDER      -  SECOND    CLASS 0
 LB0397
 LB0397.The horizontal coordinates were scaled from a map and have
 LB0397.an estimated accuracy of +/- 6 seconds.
 LB0397
 LB0397.The orthometric height was determined by differential leveling and
 LB0397.adjusted by the NATIONAL GEODETIC SURVEY
 LB0397.in June 1991.
 LB0397
 LB0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0397.GEOID18 height accuracy estimate available here.
 LB0397
 LB0397.Click photographs - Photos may exist for this station.
 LB0397
 LB0397.The dynamic height is computed by dividing the NAVD 88
 LB0397.geopotential number by the normal gravity value computed on the
 LB0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0397.degrees latitude (g = 980.6199 gals.).
 LB0397
 LB0397.The modeled gravity was interpolated from observed gravity values.
 LB0397
 LB0397;                    North         East    Units  Estimated Accuracy
 LB0397;SPC IN E     -   532,080.       63,900.      MT  (+/- 180 meters Scaled)
 LB0397
 LB0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK776326(NAD 83)
 LB0397
 LB0397                          SUPERSEDED SURVEY CONTROL
 LB0397
 LB0397  NGVD 29 (??/??/92)  259.705  (m)          852.05   (f) ADJ UNCH    2 0
 LB0397
 LB0397.Superseded values are not recommended for survey control.
 LB0397
 LB0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0397.See file dsdata.pdf to determine how the superseded data were derived.
 LB0397
 LB0397_MARKER: DB = BENCH MARK DISK
 LB0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0397_STAMPING: T 42 1934
 LB0397_MARK LOGO: CGS
 LB0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0397+STABILITY: SURFACE MOTION
 LB0397
 LB0397  HISTORY     - Date     Condition        Report By
 LB0397  HISTORY     - 1934     MONUMENTED       CGS
 LB0397  HISTORY     - 1977     GOOD             LOCENG
 LB0397  HISTORY     - 20220607 MARK NOT FOUND   INDOT
 LB0397
 LB0397                          STATION DESCRIPTION
 LB0397
 LB0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0397'4 MI W FROM NOBLESVILLE.
 LB0397'4 MILES WEST ALONG THE CENTRAL INDIANA RAILWAY FROM THE STATION AT
 LB0397'NOBLESVILLE, HAMILTON COUNTY, 0.2 MILE SOUTH OF STATE HIGHWAY 32,
 LB0397'800 FEET NORTHWEST OF SOME LARGE RED STOCK BARNS, 27 FEET
 LB0397'NORTHEAST OF MILEPOST 23, IN THE NORTHWEST ANGLE OF THE CROSSING
 LB0397'OF A GRAVEL ROAD, 28.3 FEET NORTH OF THE NORTH RAIL, 19.5 FEET
 LB0397'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND ABOUT 1-1/2 FEET
 LB0397'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED T 42 1934 AND SET
 LB0397'IN THE TOP OF A CONCRETE POST.
 LB0397
 LB0397                          STATION RECOVERY (1977)
 LB0397
 LB0397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0397'RECOVERED IN GOOD CONDITION.
 LB0397
 LB0397                          STATION RECOVERY (2022)
 LB0397
 LB0397'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0397'MARK APPEARS TO HAVE BEEN OBLITERATED BY RAILROAD REMOVAL AND TRAIL
 LB0397'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2386 ***********************************************************************
 JZ2386  DESIGNATION -  T 43
 JZ2386  PID         -  JZ2386
 JZ2386  STATE/COUNTY-  IN/RUSH
 JZ2386  COUNTRY     -  US
 JZ2386  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2386
 JZ2386                         *CURRENT SURVEY CONTROL
 JZ2386  ______________________________________________________________________
 JZ2386* NAD 83(1986) POSITION- 39 47 14.     (N) 085 32 21.     (W)   SCALED
 JZ2386* NAVD 88 ORTHO HEIGHT -   276.644 (meters)      907.62  (feet) ADJUSTED
 JZ2386  ______________________________________________________________________
 JZ2386  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ2386  DYNAMIC HEIGHT  -        276.486 (meters)      907.10  (feet) COMP
 JZ2386  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 JZ2386
 JZ2386  VERT ORDER      -  SECOND    CLASS 0
 JZ2386
 JZ2386.The horizontal coordinates were scaled from a map and have
 JZ2386.an estimated accuracy of +/- 6 seconds.
 JZ2386
 JZ2386.The orthometric height was determined by differential leveling and
 JZ2386.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2386.in June 1991.
 JZ2386
 JZ2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2386.GEOID18 height accuracy estimate available here.
 JZ2386
 JZ2386.Click photographs - Photos may exist for this station.
 JZ2386
 JZ2386.The dynamic height is computed by dividing the NAVD 88
 JZ2386.geopotential number by the normal gravity value computed on the
 JZ2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2386.degrees latitude (g = 980.6199 gals.).
 JZ2386
 JZ2386.The modeled gravity was interpolated from observed gravity values.
 JZ2386
 JZ2386;                    North         East    Units  Estimated Accuracy
 JZ2386;SPC IN E     -   503,900.      110,920.      MT  (+/- 180 meters Scaled)
 JZ2386
 JZ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK250051(NAD 83)
 JZ2386
 JZ2386                          SUPERSEDED SURVEY CONTROL
 JZ2386
 JZ2386  NGVD 29 (??/??/92)  276.771  (m)          908.04   (f) ADJ UNCH    2 0
 JZ2386
 JZ2386.Superseded values are not recommended for survey control.
 JZ2386
 JZ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2386.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2386
 JZ2386_MARKER: DB = BENCH MARK DISK
 JZ2386_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2386_SP_SET: BRIDGE WING WALL
 JZ2386_STAMPING: T 43 1934
 JZ2386_MARK LOGO: CGS
 JZ2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2386
 JZ2386  HISTORY     - Date     Condition        Report By
 JZ2386  HISTORY     - 1934     MONUMENTED       CGS
 JZ2386
 JZ2386                          STATION DESCRIPTION
 JZ2386
 JZ2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2386'1 MI S FROM KNIGHTSTOWN.
 JZ2386'IN RUSH COUNTY, 1.0 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI,
 JZ2386'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN,
 JZ2386'HENRY COUNTY, AT THE SOUTH END OF THE PENNSYLVANIA RAILROAD
 JZ2386'OVERPASS, IN THE FACE OF THE WEST STONE WING WALL, 4.5 FEET WEST
 JZ2386'OF THE WEST RAIL, 3.3 FEET NORTH OF THE SOUTH EDGE OF THE WING
 JZ2386'WALL, AND 3.5 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK
 JZ2386'STAMPED T 43 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1138 ***********************************************************************
 JZ1138  DESIGNATION -  T 44
 JZ1138  PID         -  JZ1138
 JZ1138  STATE/COUNTY-  IN/WAYNE
 JZ1138  COUNTRY     -  US
 JZ1138  USGS QUAD   -  RICHMOND (2019)
 JZ1138
 JZ1138                         *CURRENT SURVEY CONTROL
 JZ1138  ______________________________________________________________________
 JZ1138* NAD 83(1986) POSITION- 39 50 05.16   (N) 084 53 22.80   (W)   HD_HELD1
 JZ1138* NAVD 88 ORTHO HEIGHT -   295.153 (meters)      968.35  (feet) ADJUSTED
 JZ1138  ______________________________________________________________________
 JZ1138  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 JZ1138  DYNAMIC HEIGHT  -        294.981 (meters)      967.78  (feet) COMP
 JZ1138  MODELED GRAVITY -    980,036.7   (mgal)                       NAVD 88
 JZ1138
 JZ1138  VERT ORDER      -  SECOND    CLASS 0
 JZ1138
 JZ1138.The horizontal coordinates were determined by differentially corrected
 JZ1138.hand held GPS observations or other comparable positioning techniques
 JZ1138.and have an estimated accuracy of +/- 3 meters.
 JZ1138
 JZ1138.The orthometric height was determined by differential leveling and
 JZ1138.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1138.in June 1991.
 JZ1138
 JZ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1138.GEOID18 height accuracy estimate available here.
 JZ1138
 JZ1138.Click photographs - Photos may exist for this station.
 JZ1138
 JZ1138.The dynamic height is computed by dividing the NAVD 88
 JZ1138.geopotential number by the normal gravity value computed on the
 JZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1138.degrees latitude (g = 980.6199 gals.).
 JZ1138
 JZ1138.The modeled gravity was interpolated from observed gravity values.
 JZ1138
 JZ1138;                    North         East    Units  Estimated Accuracy
 JZ1138;SPC IN E     -   509,460.8     166,508.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1138
 JZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8057811548(NAD 83)
 JZ1138
 JZ1138                          SUPERSEDED SURVEY CONTROL
 JZ1138
 JZ1138  NGVD 29 (??/??/92)  295.301  (m)          968.83   (f) ADJ UNCH    2 0
 JZ1138
 JZ1138.Superseded values are not recommended for survey control.
 JZ1138
 JZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1138.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1138
 JZ1138_MARKER: DB = BENCH MARK DISK
 JZ1138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1138_SP_SET: BUILDING
 JZ1138_STAMPING: T 44 1934
 JZ1138_MARK LOGO: CGS
 JZ1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1138+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2020
 JZ1138
 JZ1138  HISTORY     - Date     Condition        Report By
 JZ1138  HISTORY     - 1934     MONUMENTED       CGS
 JZ1138  HISTORY     - 1934     GOOD             CGS
 JZ1138  HISTORY     - 1942     GOOD             LOCENG
 JZ1138  HISTORY     - 1981     GOOD             NGS
 JZ1138  HISTORY     - 20201008 GOOD             PICI
 JZ1138
 JZ1138                          STATION DESCRIPTION
 JZ1138
 JZ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1138'AT RICHMOND.
 JZ1138'AT RICHMOND, WAYNE COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 JZ1138'NORTH FACE OF THE STATION, 1 FOOT EAST OF THE NORTHWEST CORNER OF
 JZ1138'THE BUILDING, 32.4 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET
 JZ1138'ABOVE THE LEVEL OF THE PAVEMENT.  A STANDARD DISK, STAMPED T 44
 JZ1138'1934 AND SET VERTICALLY.
 JZ1138
 JZ1138                          STATION RECOVERY (1942)
 JZ1138
 JZ1138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 JZ1138'RECOVERED IN GOOD CONDITION.
 JZ1138
 JZ1138                          STATION RECOVERY (1981)
 JZ1138
 JZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JZ1138'RECOVERED IN GOOD CONDITION.
 JZ1138
 JZ1138                          STATION RECOVERY (2020)
 JZ1138
 JZ1138'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2020 (PK)
 JZ1138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1213 ***********************************************************************
 JZ1213  DESIGNATION -  T 45
 JZ1213  PID         -  JZ1213
 JZ1213  STATE/COUNTY-  IN/UNION
 JZ1213  COUNTRY     -  US
 JZ1213  USGS QUAD   -  LIBERTY (2019)
 JZ1213
 JZ1213                         *CURRENT SURVEY CONTROL
 JZ1213  ______________________________________________________________________
 JZ1213* NAD 83(1986) POSITION- 39 40 08.     (N) 084 55 37.     (W)   SCALED
 JZ1213* NAVD 88 ORTHO HEIGHT -   306.700 (meters)     1006.23  (feet) ADJUSTED
 JZ1213  ______________________________________________________________________
 JZ1213  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 JZ1213  DYNAMIC HEIGHT  -        306.521 (meters)     1005.64  (feet) COMP
 JZ1213  MODELED GRAVITY -    980,035.1   (mgal)                       NAVD 88
 JZ1213
 JZ1213  VERT ORDER      -  SECOND    CLASS 0
 JZ1213
 JZ1213.The horizontal coordinates were scaled from a map and have
 JZ1213.an estimated accuracy of +/- 6 seconds.
 JZ1213
 JZ1213.The orthometric height was determined by differential leveling and
 JZ1213.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1213.in June 1991.
 JZ1213
 JZ1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1213.GEOID18 height accuracy estimate available here.
 JZ1213
 JZ1213.Click photographs - Photos may exist for this station.
 JZ1213
 JZ1213.The dynamic height is computed by dividing the NAVD 88
 JZ1213.geopotential number by the normal gravity value computed on the
 JZ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1213.degrees latitude (g = 980.6199 gals.).
 JZ1213
 JZ1213.The modeled gravity was interpolated from observed gravity values.
 JZ1213
 JZ1213;                    North         East    Units  Estimated Accuracy
 JZ1213;SPC IN E     -   491,020.      163,470.      MT  (+/- 180 meters Scaled)
 JZ1213
 JZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ778930(NAD 83)
 JZ1213
 JZ1213                          SUPERSEDED SURVEY CONTROL
 JZ1213
 JZ1213  NGVD 29 (??/??/92)  306.852  (m)         1006.73   (f) ADJ UNCH    2 0
 JZ1213
 JZ1213.Superseded values are not recommended for survey control.
 JZ1213
 JZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1213.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1213
 JZ1213_MARKER: DB = BENCH MARK DISK
 JZ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1213_STAMPING: T 45 1934
 JZ1213_MARK LOGO: CGS
 JZ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1213+STABILITY: SURFACE MOTION
 JZ1213
 JZ1213  HISTORY     - Date     Condition        Report By
 JZ1213  HISTORY     - 1934     MONUMENTED       CGS
 JZ1213  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1213
 JZ1213                          STATION DESCRIPTION
 JZ1213
 JZ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1213'2.6 MI N FROM LIBERTY.
 JZ1213'2.6 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1213'LIBERTY, UNION COUNTY, 100 YARDS SOUTH OF A WHITE FRAME HOUSE
 JZ1213'ON THE WEST SIDE OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE
 JZ1213'OF THE HIGHWAY, AT A FENCE LINE, AND LEVEL WITH THE HIGHWAY.
 JZ1213'A STANDARD DISK, STAMPED T 45 1934 AND SET IN THE TOP OF A
 JZ1213'CONCRETE POST.
 JZ1213
 JZ1213                          STATION RECOVERY (1958)
 JZ1213
 JZ1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1675 ***********************************************************************
 JZ1675  DESIGNATION -  T 46
 JZ1675  PID         -  JZ1675
 JZ1675  STATE/COUNTY-  IN/FAYETTE
 JZ1675  COUNTRY     -  US
 JZ1675  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1675
 JZ1675                         *CURRENT SURVEY CONTROL
 JZ1675  ______________________________________________________________________
 JZ1675* NAD 83(1986) POSITION- 39 39 40.     (N) 085 12 14.     (W)   SCALED
 JZ1675* NAVD 88 ORTHO HEIGHT -   297.554 (meters)      976.23  (feet) ADJUSTED
 JZ1675  ______________________________________________________________________
 JZ1675  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ1675  DYNAMIC HEIGHT  -        297.379 (meters)      975.65  (feet) COMP
 JZ1675  MODELED GRAVITY -    980,029.8   (mgal)                       NAVD 88
 JZ1675
 JZ1675  VERT ORDER      -  SECOND    CLASS 0
 JZ1675
 JZ1675.The horizontal coordinates were scaled from a map and have
 JZ1675.an estimated accuracy of +/- 6 seconds.
 JZ1675
 JZ1675.The orthometric height was determined by differential leveling and
 JZ1675.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1675.in June 1991.
 JZ1675
 JZ1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1675.GEOID18 height accuracy estimate available here.
 JZ1675
 JZ1675.Click photographs - Photos may exist for this station.
 JZ1675
 JZ1675.The dynamic height is computed by dividing the NAVD 88
 JZ1675.geopotential number by the normal gravity value computed on the
 JZ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1675.degrees latitude (g = 980.6199 gals.).
 JZ1675
 JZ1675.The modeled gravity was interpolated from observed gravity values.
 JZ1675
 JZ1675;                    North         East    Units  Estimated Accuracy
 JZ1675;SPC IN E     -   489,990.      139,710.      MT  (+/- 180 meters Scaled)
 JZ1675
 JZ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ540916(NAD 83)
 JZ1675
 JZ1675                          SUPERSEDED SURVEY CONTROL
 JZ1675
 JZ1675  NGVD 29 (??/??/92)  297.692  (m)          976.68   (f) ADJ UNCH    2 0
 JZ1675
 JZ1675.Superseded values are not recommended for survey control.
 JZ1675
 JZ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1675.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1675
 JZ1675_MARKER: DB = BENCH MARK DISK
 JZ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1675_STAMPING: T 46 1934
 JZ1675_MARK LOGO: CGS
 JZ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1675+STABILITY: SURFACE MOTION
 JZ1675
 JZ1675  HISTORY     - Date     Condition        Report By
 JZ1675  HISTORY     - 1934     MONUMENTED       CGS
 JZ1675  HISTORY     - 1947     GOOD             CGS
 JZ1675  HISTORY     - 1956     MARK NOT FOUND   CGS
 JZ1675
 JZ1675                          STATION DESCRIPTION
 JZ1675
 JZ1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1675'3.8 MI W FROM CONNERSVILLE.
 JZ1675'3.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1675'STATION AT CONNERSVILLE, FAYETTE COUNTY, BETWEEN POLES 71/11
 JZ1675'AND 71/12, 9.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 JZ1675'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED T 46 1934
 JZ1675'AND SET IN THE TOP OF A CONCRETE POST.
 JZ1675
 JZ1675                          STATION RECOVERY (1956)
 JZ1675
 JZ1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 JZ1675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0546 ***********************************************************************
 JZ0546  DESIGNATION -  T 47
 JZ0546  PID         -  JZ0546
 JZ0546  STATE/COUNTY-  IN/DEARBORN
 JZ0546  COUNTRY     -  US
 JZ0546  USGS QUAD   -  GUILFORD (2019)
 JZ0546
 JZ0546                         *CURRENT SURVEY CONTROL
 JZ0546  ______________________________________________________________________
 JZ0546* NAD 83(1986) POSITION- 39 09 38.     (N) 084 53 53.     (W)   SCALED
 JZ0546* NAVD 88 ORTHO HEIGHT -   160.629 (meters)      527.00  (feet) ADJUSTED
 JZ0546  ______________________________________________________________________
 JZ0546  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ0546  DYNAMIC HEIGHT  -        160.530 (meters)      526.67  (feet) COMP
 JZ0546  MODELED GRAVITY -    980,010.8   (mgal)                       NAVD 88
 JZ0546
 JZ0546  VERT ORDER      -  FIRST     CLASS II
 JZ0546
 JZ0546.The horizontal coordinates were scaled from a map and have
 JZ0546.an estimated accuracy of +/- 6 seconds.
 JZ0546
 JZ0546.The orthometric height was determined by differential leveling and
 JZ0546.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0546.in June 1991.
 JZ0546
 JZ0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0546.GEOID18 height accuracy estimate available here.
 JZ0546
 JZ0546.Click photographs - Photos may exist for this station.
 JZ0546
 JZ0546.The dynamic height is computed by dividing the NAVD 88
 JZ0546.geopotential number by the normal gravity value computed on the
 JZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0546.degrees latitude (g = 980.6199 gals.).
 JZ0546
 JZ0546.The modeled gravity was interpolated from observed gravity values.
 JZ0546
 JZ0546;                    North         East    Units  Estimated Accuracy
 JZ0546;SPC IN E     -   434,600.      166,430.      MT  (+/- 180 meters Scaled)
 JZ0546
 JZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ816366(NAD 83)
 JZ0546
 JZ0546                          SUPERSEDED SURVEY CONTROL
 JZ0546
 JZ0546  NGVD 29 (??/??/92)  160.84   (m)          527.7    (f) COMPUTED    1 2
 JZ0546
 JZ0546.Superseded values are not recommended for survey control.
 JZ0546
 JZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0546.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0546
 JZ0546_MARKER: DB = BENCH MARK DISK
 JZ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0546_STAMPING: T 47 1934
 JZ0546_MARK LOGO: CGS
 JZ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0546+STABILITY: SURFACE MOTION
 JZ0546
 JZ0546  HISTORY     - Date     Condition        Report By
 JZ0546  HISTORY     - 1934     MONUMENTED       CGS
 JZ0546  HISTORY     - 1947     GOOD             CGS
 JZ0546  HISTORY     - 1966     MARK NOT FOUND   CGS
 JZ0546
 JZ0546                          STATION DESCRIPTION
 JZ0546
 JZ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0546'1 MI SE FROM GUILFORD.
 JZ0546'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT
 JZ0546'GUILFORD, ABOUT 100 YARDS SOUTHEAST OF THE SOUTHEAST END OF A
 JZ0546'5-ARCH CONCRETE RAILROAD BRIDGE, 222 YARDS NORTHWEST OF THE
 JZ0546'JUNCTION OF A SIDE ROAD NORTH, 231 FEET SOUTHEAST OF A SMALL
 JZ0546'CULVERT, 47 FEET SOUTH OF THE 4TH POLE NORTHWEST OF THE JUNCTION
 JZ0546'OF THE ROAD NORTH, 22 FEET WEST OF THE CENTER LINE OF THE
 JZ0546'HIGHWAY, ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE, ABOUT
 JZ0546'2 FEET LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ0546'POST PROJECTING 1 INCH.
 JZ0546
 JZ0546                          STATION RECOVERY (1966)
 JZ0546
 JZ0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1207 ***********************************************************************
 JZ1207  DESIGNATION -  T 48
 JZ1207  PID         -  JZ1207
 JZ1207  STATE/COUNTY-  IN/UNION
 JZ1207  COUNTRY     -  US
 JZ1207  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1207
 JZ1207                         *CURRENT SURVEY CONTROL
 JZ1207  ______________________________________________________________________
 JZ1207* NAD 83(1986) POSITION- 39 34 45.     (N) 084 56 49.     (W)   SCALED
 JZ1207* NAVD 88 ORTHO HEIGHT -   256.867 (meters)      842.74  (feet) ADJUSTED
 JZ1207  ______________________________________________________________________
 JZ1207  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 JZ1207  DYNAMIC HEIGHT  -        256.716 (meters)      842.24  (feet) COMP
 JZ1207  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 JZ1207
 JZ1207  VERT ORDER      -  SECOND    CLASS 0
 JZ1207
 JZ1207.The horizontal coordinates were scaled from a map and have
 JZ1207.an estimated accuracy of +/- 6 seconds.
 JZ1207
 JZ1207.The orthometric height was determined by differential leveling and
 JZ1207.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1207.in June 1991.
 JZ1207
 JZ1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1207.GEOID18 height accuracy estimate available here.
 JZ1207
 JZ1207.Click photographs - Photos may exist for this station.
 JZ1207
 JZ1207.The dynamic height is computed by dividing the NAVD 88
 JZ1207.geopotential number by the normal gravity value computed on the
 JZ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1207.degrees latitude (g = 980.6199 gals.).
 JZ1207
 JZ1207.The modeled gravity was interpolated from observed gravity values.
 JZ1207
 JZ1207;                    North         East    Units  Estimated Accuracy
 JZ1207;SPC IN E     -   481,040.      161,830.      MT  (+/- 180 meters Scaled)
 JZ1207
 JZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ763830(NAD 83)
 JZ1207
 JZ1207                          SUPERSEDED SURVEY CONTROL
 JZ1207
 JZ1207  NGVD 29 (??/??/92)  257.028  (m)          843.27   (f) ADJ UNCH    2 0
 JZ1207
 JZ1207.Superseded values are not recommended for survey control.
 JZ1207
 JZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1207.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1207
 JZ1207_MARKER: DB = BENCH MARK DISK
 JZ1207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1207_SP_SET: CULVERT WING WALL
 JZ1207_STAMPING: T 48 1934
 JZ1207_MARK LOGO: CGS
 JZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1207+STABILITY: SURFACE MOTION
 JZ1207
 JZ1207  HISTORY     - Date     Condition        Report By
 JZ1207  HISTORY     - 1934     MONUMENTED       CGS
 JZ1207  HISTORY     - 20180719 GOOD             MCA
 JZ1207
 JZ1207                          STATION DESCRIPTION
 JZ1207
 JZ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1207'4.1 MI S FROM LIBERTY.
 JZ1207'4.1 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 JZ1207'AT LIBERTY, UNION COUNTY, 100 YARDS SOUTH OF AN UNPAINTED
 JZ1207'FARMHOUSE, AT THE NORTHWEST CORNER OF A CONCRETE CULVERT, IN THE
 JZ1207'TOP OF THE CONCRETE WING WALL, 15.3 FEET WEST OF THE WEST EDGE
 JZ1207'OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.  A
 JZ1207'STANDARD DISK, STAMPED T 48 1934.
 JZ1207
 JZ1207                          STATION RECOVERY (2018)
 JZ1207
 JZ1207'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1652 ***********************************************************************
 LA1652  DESIGNATION -  T 5
 LA1652  PID         -  LA1652
 LA1652  STATE/COUNTY-  IN/WABASH
 LA1652  COUNTRY     -  US
 LA1652  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1652
 LA1652                         *CURRENT SURVEY CONTROL
 LA1652  ______________________________________________________________________
 LA1652* NAD 83(1986) POSITION- 40 57 46.     (N) 085 47 16.     (W)   SCALED
 LA1652* NAVD 88 ORTHO HEIGHT -   241.694 (meters)      792.96  (feet) ADJUSTED
 LA1652  ______________________________________________________________________
 LA1652  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 LA1652  DYNAMIC HEIGHT  -        241.583 (meters)      792.59  (feet) COMP
 LA1652  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 LA1652
 LA1652  VERT ORDER      -  FIRST     CLASS II
 LA1652
 LA1652.The horizontal coordinates were scaled from a map and have
 LA1652.an estimated accuracy of +/- 6 seconds.
 LA1652
 LA1652.The orthometric height was determined by differential leveling and
 LA1652.adjusted by the NATIONAL GEODETIC SURVEY
 LA1652.in June 1991.
 LA1652
 LA1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1652.GEOID18 height accuracy estimate available here.
 LA1652
 LA1652.Click photographs - Photos may exist for this station.
 LA1652
 LA1652.The dynamic height is computed by dividing the NAVD 88
 LA1652.geopotential number by the normal gravity value computed on the
 LA1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1652.degrees latitude (g = 980.6199 gals.).
 LA1652
 LA1652.The modeled gravity was interpolated from observed gravity values.
 LA1652
 LA1652;                    North         East    Units  Estimated Accuracy
 LA1652;SPC IN E     -   634,430.       89,810.      MT  (+/- 180 meters Scaled)
 LA1652
 LA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020353(NAD 83)
 LA1652
 LA1652                          SUPERSEDED SURVEY CONTROL
 LA1652
 LA1652  NGVD 29 (??/??/92)  241.818  (m)          793.36   (f) ADJ UNCH    1 2
 LA1652
 LA1652.Superseded values are not recommended for survey control.
 LA1652
 LA1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1652.See file dsdata.pdf to determine how the superseded data were derived.
 LA1652
 LA1652_MARKER: DB = BENCH MARK DISK
 LA1652_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1652_STAMPING: ELEV 793.283 FT T 5
 LA1652_MARK LOGO: CGS
 LA1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1652
 LA1652  HISTORY     - Date     Condition        Report By
 LA1652  HISTORY     - 1916     MONUMENTED       CGS
 LA1652  HISTORY     - 1946     GOOD             CGS
 LA1652
 LA1652                          STATION DESCRIPTION
 LA1652
 LA1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1652'2.5 MI S FROM NORTH MANCHESTER.
 LA1652'ABOUT 2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1652'FROM THE STATION AT NORTH MANCHESTER, AT BOLIVAR, IN THE
 LA1652'SOUTHWEST QUARTER OF THE CROSSING OF THE ERIE RAILROAD, 154.5
 LA1652'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF THE
 LA1652'ERIE RAILROAD, 43.0 FEET WEST OF THE WEST RAIL OF THE NEW YORK
 LA1652'CENTRAL TRACK, 77.7 FEET NORTHWEST AND ACROSS THE NYCRR TRACK
 LA1652'FROM POLE 101/28, 3.7 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 LA1652'LINE, 2 1/2 FEET ABOVE TRACK LEVEL AND IN THE TOP OF A STONE
 LA1652'POST PROJECTING ABOUT 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1617 ***********************************************************************
 LB1617  DESIGNATION -  T 50
 LB1617  PID         -  LB1617
 LB1617  STATE/COUNTY-  IN/VERMILLION
 LB1617  COUNTRY     -  US
 LB1617  USGS QUAD   -  PERRYSVILLE (2019)
 LB1617
 LB1617                         *CURRENT SURVEY CONTROL
 LB1617  ______________________________________________________________________
 LB1617* NAD 83(1986) POSITION- 40 02 50.     (N) 087 27 22.     (W)   SCALED
 LB1617* NAVD 88 ORTHO HEIGHT -   178.439 (meters)      585.43  (feet) ADJUSTED
 LB1617  ______________________________________________________________________
 LB1617  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 LB1617  DYNAMIC HEIGHT  -        178.347 (meters)      585.13  (feet) COMP
 LB1617  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LB1617
 LB1617  VERT ORDER      -  SECOND    CLASS 0
 LB1617
 LB1617.The horizontal coordinates were scaled from a map and have
 LB1617.an estimated accuracy of +/- 6 seconds.
 LB1617
 LB1617.The orthometric height was determined by differential leveling and
 LB1617.adjusted by the NATIONAL GEODETIC SURVEY
 LB1617.in June 1991.
 LB1617
 LB1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1617.GEOID18 height accuracy estimate available here.
 LB1617
 LB1617.Click photographs - Photos may exist for this station.
 LB1617
 LB1617.The dynamic height is computed by dividing the NAVD 88
 LB1617.geopotential number by the normal gravity value computed on the
 LB1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1617.degrees latitude (g = 980.6199 gals.).
 LB1617
 LB1617.The modeled gravity was interpolated from observed gravity values.
 LB1617
 LB1617;                    North         East    Units  Estimated Accuracy
 LB1617;SPC IN W     -   532,830.      868,190.      MT  (+/- 180 meters Scaled)
 LB1617
 LB1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK610330(NAD 83)
 LB1617
 LB1617                          SUPERSEDED SURVEY CONTROL
 LB1617
 LB1617  NGVD 29 (??/??/92)  178.491  (m)          585.60   (f) ADJ UNCH    2 0
 LB1617
 LB1617.Superseded values are not recommended for survey control.
 LB1617
 LB1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1617.See file dsdata.pdf to determine how the superseded data were derived.
 LB1617
 LB1617_MARKER: DB = BENCH MARK DISK
 LB1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1617_STAMPING: T 50 1934
 LB1617_MARK LOGO: CGS
 LB1617_PROJECTION: FLUSH
 LB1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1617+STABILITY: SURFACE MOTION
 LB1617
 LB1617  HISTORY     - Date     Condition        Report By
 LB1617  HISTORY     - 1934     MONUMENTED       CGS
 LB1617  HISTORY     - 1946     GOOD             CGS
 LB1617  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1617
 LB1617                          STATION DESCRIPTION
 LB1617
 LB1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1617'AT PERRYSVILLE.
 LB1617'AT PERRYSVILLE, ON THE CHICAGO AND EASTERN ILLINOIS RAILROAD,
 LB1617'129.5 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, 25 FEET
 LB1617'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 19.7 FEET EAST OF THE EAST
 LB1617'RAIL OF THE NORTH BOUND TRACK, 6.5 FEET WEST OF POLE 134/12, 2
 LB1617'FEET NORTH OF A WHITE WOODEN WITNESS POST AND 2 FEET BELOW THE
 LB1617'TRACK.  A STANDARD DISK, STAMPED T 50 1934 AND SET IN THE TOP
 LB1617'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB1617
 LB1617                          STATION RECOVERY (1986)
 LB1617
 LB1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0415 ***********************************************************************
 KA0415  DESIGNATION -  T 51
 KA0415  PID         -  KA0415
 KA0415  STATE/COUNTY-  IN/PUTNAM
 KA0415  COUNTRY     -  US
 KA0415  USGS QUAD   -  CATARACT (2019)
 KA0415
 KA0415                         *CURRENT SURVEY CONTROL
 KA0415  ______________________________________________________________________
 KA0415* NAD 83(1986) POSITION- 39 29 46.     (N) 086 46 00.     (W)   SCALED
 KA0415* NAVD 88 ORTHO HEIGHT -   242.280 (meters)      794.88  (feet) ADJUSTED
 KA0415  ______________________________________________________________________
 KA0415  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 KA0415  DYNAMIC HEIGHT  -        242.140 (meters)      794.42  (feet) COMP
 KA0415  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 KA0415
 KA0415  VERT ORDER      -  SECOND    CLASS 0
 KA0415
 KA0415.The horizontal coordinates were scaled from a map and have
 KA0415.an estimated accuracy of +/- 6 seconds.
 KA0415
 KA0415.The orthometric height was determined by differential leveling and
 KA0415.adjusted by the NATIONAL GEODETIC SURVEY
 KA0415.in June 1991.
 KA0415
 KA0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0415.GEOID18 height accuracy estimate available here.
 KA0415
 KA0415.Click photographs - Photos may exist for this station.
 KA0415
 KA0415.The dynamic height is computed by dividing the NAVD 88
 KA0415.geopotential number by the normal gravity value computed on the
 KA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0415.degrees latitude (g = 980.6199 gals.).
 KA0415
 KA0415.The modeled gravity was interpolated from observed gravity values.
 KA0415
 KA0415;                    North         East    Units  Estimated Accuracy
 KA0415;SPC IN W     -   471,620.      927,240.      MT  (+/- 180 meters Scaled)
 KA0415
 KA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ200718(NAD 83)
 KA0415
 KA0415                          SUPERSEDED SURVEY CONTROL
 KA0415
 KA0415  NGVD 29 (??/??/92)  242.392  (m)          795.25   (f) ADJ UNCH    2 0
 KA0415
 KA0415.Superseded values are not recommended for survey control.
 KA0415
 KA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0415.See file dsdata.pdf to determine how the superseded data were derived.
 KA0415
 KA0415_MARKER: DB = BENCH MARK DISK
 KA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0415_STAMPING: T 51 1934
 KA0415_MARK LOGO: CGS
 KA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0415+STABILITY: SURFACE MOTION
 KA0415
 KA0415  HISTORY     - Date     Condition        Report By
 KA0415  HISTORY     - 1934     MONUMENTED       CGS
 KA0415  HISTORY     - 1946     GOOD             CGS
 KA0415
 KA0415                          STATION DESCRIPTION
 KA0415
 KA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0415'2 MI S FROM CLOVERDALE.
 KA0415'2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0415'RAILWAY FROM THE STATION AT CLOVERDALE, PUTNAM COUNTY, 12-1/2
 KA0415'RAILS SOUTH OF MILEPOST 191, 4 RAILS SOUTH OF SIGNAL TOWER 191,
 KA0415'IN THE SOUTHWEST ANGLE OF THE CROSSING OF A SMALL FARM ROAD,
 KA0415'1-1/3 RAILS SOUTH OF THE CENTER OF THE CROSSING, 16.5 FEET WEST
 KA0415'OF THE WEST RAIL, AND 9 FEET EAST OF THE FENCE LINE.  A STANDARD
 KA0415'DISK, STAMPED T 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0415'PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0415'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0818 ***********************************************************************
 JA0818  DESIGNATION -  T 52
 JA0818  PID         -  JA0818
 JA0818  STATE/COUNTY-  IN/LAWRENCE
 JA0818  COUNTRY     -  US
 JA0818  USGS QUAD   -  OOLITIC (2019)
 JA0818
 JA0818                         *CURRENT SURVEY CONTROL
 JA0818  ______________________________________________________________________
 JA0818* NAD 83(1986) POSITION- 38 55 27.     (N) 086 30 20.     (W)   SCALED
 JA0818* NAVD 88 ORTHO HEIGHT -   157.588 (meters)      517.02  (feet) ADJUSTED
 JA0818  ______________________________________________________________________
 JA0818  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0818  DYNAMIC HEIGHT  -        157.490 (meters)      516.70  (feet) COMP
 JA0818  MODELED GRAVITY -    980,003.4   (mgal)                       NAVD 88
 JA0818
 JA0818  VERT ORDER      -  SECOND    CLASS 0
 JA0818
 JA0818.The horizontal coordinates were scaled from a map and have
 JA0818.an estimated accuracy of +/- 6 seconds.
 JA0818
 JA0818.The orthometric height was determined by differential leveling and
 JA0818.adjusted by the NATIONAL GEODETIC SURVEY
 JA0818.in June 1991.
 JA0818
 JA0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0818.GEOID18 height accuracy estimate available here.
 JA0818
 JA0818.Click photographs - Photos may exist for this station.
 JA0818
 JA0818.The dynamic height is computed by dividing the NAVD 88
 JA0818.geopotential number by the normal gravity value computed on the
 JA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0818.degrees latitude (g = 980.6199 gals.).
 JA0818
 JA0818.The modeled gravity was interpolated from observed gravity values.
 JA0818
 JA0818;                    North         East    Units  Estimated Accuracy
 JA0818;SPC IN W     -   408,240.      950,100.      MT  (+/- 180 meters Scaled)
 JA0818
 JA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ428084(NAD 83)
 JA0818
 JA0818                          SUPERSEDED SURVEY CONTROL
 JA0818
 JA0818  NGVD 29 (??/??/92)  157.714  (m)          517.43   (f) ADJ UNCH    2 0
 JA0818
 JA0818.Superseded values are not recommended for survey control.
 JA0818
 JA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0818.See file dsdata.pdf to determine how the superseded data were derived.
 JA0818
 JA0818_MARKER: DB = BENCH MARK DISK
 JA0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0818_STAMPING: T 52 1934
 JA0818_MARK LOGO: CGS
 JA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0818+STABILITY: SURFACE MOTION
 JA0818
 JA0818  HISTORY     - Date     Condition        Report By
 JA0818  HISTORY     - 1934     MONUMENTED       CGS
 JA0818  HISTORY     - 1956     MARK NOT FOUND   CGS
 JA0818
 JA0818                          STATION DESCRIPTION
 JA0818
 JA0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA0818'5.6 MI N FROM BEDFORD.
 JA0818'5.6 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0818'RAILWAY FROM THE STATION AT BEDFORD, LAWRENCE COUNTY, 40 YARDS
 JA0818'WEST OF THE M.L. MASON HOUSE, IN THE SOUTHEAST ANGLE OF THE
 JA0818'CROSSING OF A SMALL ROAD LEADING TO A FARMHOUSE, 23 YARDS SOUTH
 JA0818'OF THE PEERLESS SIGN, 22 YARDS WEST OF THE CENTERLINE OF A GRAVEL
 JA0818'ROAD, 12 FEET WEST OF AN OLD CONCRETE FOUNDATION OF A DESTROYED
 JA0818'BUILDING, 13.5 FEET EAST OF THE EAST RAIL, AND 6 FEET SOUTH OF
 JA0818'A POLE.  A STANDARD DISK, STAMPED T 52 1934 AND SET IN THE TOP
 JA0818'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2128 ***********************************************************************
 JZ2128  DESIGNATION -  T 53
 JZ2128  PID         -  JZ2128
 JZ2128  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2128  COUNTRY     -  US
 JZ2128  USGS QUAD   -  COLUMBUS (2019)
 JZ2128
 JZ2128                         *CURRENT SURVEY CONTROL
 JZ2128  ______________________________________________________________________
 JZ2128* NAD 83(1986) POSITION- 39 11 55.     (N) 085 55 45.     (W)   SCALED
 JZ2128* NAVD 88 ORTHO HEIGHT -   190.713 (meters)      625.70  (feet) ADJUSTED
 JZ2128  ______________________________________________________________________
 JZ2128  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 JZ2128  DYNAMIC HEIGHT  -        190.596 (meters)      625.31  (feet) COMP
 JZ2128  MODELED GRAVITY -    980,010.6   (mgal)                       NAVD 88
 JZ2128
 JZ2128  VERT ORDER      -  SECOND    CLASS 0
 JZ2128
 JZ2128.The horizontal coordinates were scaled from a map and have
 JZ2128.an estimated accuracy of +/- 6 seconds.
 JZ2128
 JZ2128.The orthometric height was determined by differential leveling and
 JZ2128.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2128.in June 1991.
 JZ2128
 JZ2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2128.GEOID18 height accuracy estimate available here.
 JZ2128
 JZ2128.Click photographs - Photos may exist for this station.
 JZ2128
 JZ2128.The dynamic height is computed by dividing the NAVD 88
 JZ2128.geopotential number by the normal gravity value computed on the
 JZ2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2128.degrees latitude (g = 980.6199 gals.).
 JZ2128
 JZ2128.The modeled gravity was interpolated from observed gravity values.
 JZ2128
 JZ2128;                    North         East    Units  Estimated Accuracy
 JZ2128;SPC IN E     -   438,580.       77,330.      MT  (+/- 180 meters Scaled)
 JZ2128
 JZ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ924393(NAD 83)
 JZ2128
 JZ2128                          SUPERSEDED SURVEY CONTROL
 JZ2128
 JZ2128  NGVD 29 (??/??/92)  190.83   (m)          626.1    (f) COMPUTED    2 0
 JZ2128
 JZ2128.Superseded values are not recommended for survey control.
 JZ2128
 JZ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2128.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2128
 JZ2128_MARKER: DB = BENCH MARK DISK
 JZ2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2128_STAMPING: T 53 1934
 JZ2128_MARK LOGO: CGS
 JZ2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2128+STABILITY: SURFACE MOTION
 JZ2128
 JZ2128  HISTORY     - Date     Condition        Report By
 JZ2128  HISTORY     - 1934     MONUMENTED       CGS
 JZ2128  HISTORY     - 1935     GOOD             CGS
 JZ2128
 JZ2128                          STATION DESCRIPTION
 JZ2128
 JZ2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ2128'0.6 MI S FROM COLUMBUS.
 JZ2128'ALONG INDIANA STATE HIGHWAY 46, ABOUT 250 YARDS WEST OF THE LARGE
 JZ2128'STEEL HIGHWAY BRIDGE OVER DRIFTWOOD RIVER AT THE COLUMBUS CITY
 JZ2128'LIMITS (SOUTH), APPROXIMATELY 70 YARDS EAST OF THE CROSSING OF
 JZ2128'HIGHWAY 46 AND THE PENNSYLVANIA RAILWAY, IN THE CENTER OF THE
 JZ2128'TRIANGULAR GRASS PLOT AT THE CENTER OF THE JUNCTION OF INDIANA
 JZ2128'STATE HIGHWAY 46 AND U.S. HIGHWAY 31, A CONCRETE POST, 3 INCHES
 JZ2128'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2713 ***********************************************************************
 JZ2713  DESIGNATION -  T 53 RESET
 JZ2713  PID         -  JZ2713
 JZ2713  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2713  COUNTRY     -  US
 JZ2713  USGS QUAD   -  COLUMBUS (2019)
 JZ2713
 JZ2713                         *CURRENT SURVEY CONTROL
 JZ2713  ______________________________________________________________________
 JZ2713* NAD 83(1986) POSITION- 39 11 55.     (N) 085 55 45.     (W)   SCALED
 JZ2713* NAVD 88 ORTHO HEIGHT -   191.38  (+/-2cm)      627.9   (feet) VERTCON3
 JZ2713  ______________________________________________________________________
 JZ2713  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 JZ2713  VERT ORDER      -  THIRD (See Below)
 JZ2713
 JZ2713.The horizontal coordinates were scaled from a map and have
 JZ2713.an estimated accuracy of +/- 6 seconds.
 JZ2713
 JZ2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2713
 JZ2713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2713.GEOID18 height accuracy estimate available here.
 JZ2713
 JZ2713.The vertical order pertains to the NGVD 29 superseded value.
 JZ2713
 JZ2713.Click photographs - Photos may exist for this station.
 JZ2713
 JZ2713;                    North         East    Units  Estimated Accuracy
 JZ2713;SPC IN E     -   438,580.       77,330.      MT  (+/- 180 meters Scaled)
 JZ2713
 JZ2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ924393(NAD 83)
 JZ2713
 JZ2713                          SUPERSEDED SURVEY CONTROL
 JZ2713
 JZ2713  NGVD 29 (08/22/16)  191.50   (m)          628.3    (f) RESET       3  
 JZ2713
 JZ2713.Superseded values are not recommended for survey control.
 JZ2713
 JZ2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2713.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2713
 JZ2713_MARKER: DV = VERTICAL CONTROL DISK
 JZ2713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2713_SP_SET: BRIDGE
 JZ2713_STAMPING: T 53 RESET 1975
 JZ2713_MARK LOGO: NGS
 JZ2713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2713
 JZ2713  HISTORY     - Date     Condition        Report By
 JZ2713  HISTORY     - 1975     MONUMENTED       INHD
 JZ2713
 JZ2713                          STATION DESCRIPTION
 JZ2713
 JZ2713'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1975
 JZ2713'IN COLUMBUS.
 JZ2713'ON U.S. 31-A AT THE SOUTH CITY LIMITS OF COLUMBUS, APPROXIMATELY
 JZ2713'450.0 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 46 AND U.S.
 JZ2713'31-A AT THE SOUTH END OF THE EAST WALKWAY OF THE BRIDGE OVER WHITE
 JZ2713'RIVER AND 28 FEET (RT) FROM THE CENTERLINE OF U.S. 31-A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1333 ***********************************************************************
 KA1333  DESIGNATION -  T 54
 KA1333  PID         -  KA1333
 KA1333  STATE/COUNTY-  IN/SULLIVAN
 KA1333  COUNTRY     -  US
 KA1333  USGS QUAD   -  MEROM (2019)
 KA1333
 KA1333                         *CURRENT SURVEY CONTROL
 KA1333  ______________________________________________________________________
 KA1333* NAD 83(1986) POSITION- 39 01 13.64   (N) 087 33 52.67   (W)   HD_HELD1
 KA1333* NAVD 88 ORTHO HEIGHT -   134.764 (meters)      442.14  (feet) ADJUSTED
 KA1333  ______________________________________________________________________
 KA1333  GEOID HEIGHT    -        -32.016 (meters)                     GEOID18
 KA1333  DYNAMIC HEIGHT  -        134.684 (meters)      441.88  (feet) COMP
 KA1333  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 KA1333
 KA1333  VERT ORDER      -  FIRST     CLASS II
 KA1333
 KA1333.The horizontal coordinates were determined by differentially corrected
 KA1333.hand held GPS observations or other comparable positioning techniques
 KA1333.and have an estimated accuracy of +/- 3 meters.
 KA1333
 KA1333.The orthometric height was determined by differential leveling and
 KA1333.adjusted by the NATIONAL GEODETIC SURVEY
 KA1333.in June 1991.
 KA1333
 KA1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1333.GEOID18 height accuracy estimate available here.
 KA1333
 KA1333.Click photographs - Photos may exist for this station.
 KA1333
 KA1333.The dynamic height is computed by dividing the NAVD 88
 KA1333.geopotential number by the normal gravity value computed on the
 KA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1333.degrees latitude (g = 980.6199 gals.).
 KA1333
 KA1333.The modeled gravity was interpolated from observed gravity values.
 KA1333
 KA1333;                    North         East    Units  Estimated Accuracy
 KA1333;SPC IN W     -   418,877.3     858,320.2     MT  (+/- 3 meters HH1 GPS) 
 KA1333
 KA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5112119198(NAD 83)
 KA1333
 KA1333                          SUPERSEDED SURVEY CONTROL
 KA1333
 KA1333  NGVD 29 (??/??/92)  134.898  (m)          442.58   (f) ADJ UNCH    1 2
 KA1333
 KA1333.Superseded values are not recommended for survey control.
 KA1333
 KA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1333.See file dsdata.pdf to determine how the superseded data were derived.
 KA1333
 KA1333_MARKER: DB = BENCH MARK DISK
 KA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1333_STAMPING: T 54 1934
 KA1333_MARK LOGO: CGS
 KA1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1333+STABILITY: SURFACE MOTION
 KA1333
 KA1333  HISTORY     - Date     Condition        Report By
 KA1333  HISTORY     - 1934     MONUMENTED       CGS
 KA1333  HISTORY     - 1956     GOOD             CGS
 KA1333
 KA1333                          STATION DESCRIPTION
 KA1333
 KA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1333'AT RIVERTON.
 KA1333'AT RIVERTON, ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL
 KA1333'RAILROAD FROM EAST END OF BRIDGE OVER WABASH RIVER, IN SECTION
 KA1333'30, T. 7 N., R. 10 W., AT THE JUNCTION OF MAIN TRACK AND A SPUR
 KA1333'TRACK LEADING SOUTHEAST TO MEROM GRAVEL PITS, 9 FEET SOUTH OF
 KA1333'SOUTH RAIL OF MAIN TRACK, 113 FEET WEST-NORTHWEST OF CENTER
 KA1333'OF CROSSING OF A GRAVEL ROAD AND SIDE TRACK SOUTHEAST TO MEROM
 KA1333'GRAVEL PITS, 56 FEET NORTHWEST AND ACROSS SIDE TRACK FROM
 KA1333'TELEPHONE POLE NO. 577, 97 1/2 FEET EAST-SOUTHEAST OF FROG
 KA1333'POINT OF SIDING, 9 FEET NORTH-NORTHEAST OF NEAR RAIL OF SIDE
 KA1333'TRACK, 28 FEET WEST OF A TELEPHONE POLE, ABOUT 2 1/2 FEET BELOW
 KA1333'LEVEL OF MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KA1333'2 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0427 ***********************************************************************
 JA0427  DESIGNATION -  T 55
 JA0427  PID         -  JA0427
 JA0427  STATE/COUNTY-  IN/CRAWFORD
 JA0427  COUNTRY     -  US
 JA0427  USGS QUAD   -  BEECHWOOD (2019)
 JA0427
 JA0427                         *CURRENT SURVEY CONTROL
 JA0427  ______________________________________________________________________
 JA0427* NAD 83(1986) POSITION- 38 11 56.     (N) 086 24 23.     (W)   SCALED
 JA0427* NAVD 88 ORTHO HEIGHT -   173.205 (meters)      568.26  (feet) ADJUSTED
 JA0427  ______________________________________________________________________
 JA0427  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 JA0427  DYNAMIC HEIGHT  -        173.083 (meters)      567.86  (feet) COMP
 JA0427  MODELED GRAVITY -    979,921.1   (mgal)                       NAVD 88
 JA0427
 JA0427  VERT ORDER      -  SECOND    CLASS 0
 JA0427
 JA0427.The horizontal coordinates were scaled from a map and have
 JA0427.an estimated accuracy of +/- 6 seconds.
 JA0427
 JA0427.The orthometric height was determined by differential leveling and
 JA0427.adjusted by the NATIONAL GEODETIC SURVEY
 JA0427.in June 1991.
 JA0427
 JA0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0427.GEOID18 height accuracy estimate available here.
 JA0427
 JA0427.Click photographs - Photos may exist for this station.
 JA0427
 JA0427.The dynamic height is computed by dividing the NAVD 88
 JA0427.geopotential number by the normal gravity value computed on the
 JA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0427.degrees latitude (g = 980.6199 gals.).
 JA0427
 JA0427.The modeled gravity was interpolated from observed gravity values.
 JA0427
 JA0427;                    North         East    Units  Estimated Accuracy
 JA0427;SPC IN W     -   327,790.      959,300.      MT  (+/- 180 meters Scaled)
 JA0427
 JA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH519280(NAD 83)
 JA0427
 JA0427                          SUPERSEDED SURVEY CONTROL
 JA0427
 JA0427.No superseded survey control is available for this station.
 JA0427
 JA0427_MARKER: DB = BENCH MARK DISK
 JA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0427_STAMPING: T 55 1934
 JA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0427+STABILITY: SURFACE MOTION
 JA0427
 JA0427  HISTORY     - Date     Condition        Report By
 JA0427  HISTORY     - 1934     MONUMENTED       CGS
 JA0427  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0427
 JA0427                          STATION DESCRIPTION
 JA0427
 JA0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0427'1.1 MI S FROM BEECHWOOD.
 JA0427'1.1 MILES SOUTH ALONG STATE HIGHWAY 62 FROM BEECHWOOD, CRAWFORD
 JA0427'COUNTY, 0.4 MILE WEST OF BRIDGE NO. 3, 183 FEET NORTHWEST OF THE
 JA0427'CENTERLINE OF A DIRT ROD, NEAR THE MIDDLE OF A LONG CURVE, 36 FEET
 JA0427'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29 FEET NORTHWEST OF
 JA0427'A 24-INCH OAK TREE, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 JA0427'A STANDARD DISK, STAMPED T 55 1934 AND SET IN THE TOP OF A
 JA0427'CONCRETE POST.
 JA0427
 JA0427                          STATION RECOVERY (1965)
 JA0427
 JA0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0286 ***********************************************************************
 JA0286  DESIGNATION -  T 56
 JA0286  PID         -  JA0286
 JA0286  STATE/COUNTY-  IN/CRAWFORD
 JA0286  COUNTRY     -  US
 JA0286  USGS QUAD   -  ENGLISH (2019)
 JA0286
 JA0286                         *CURRENT SURVEY CONTROL
 JA0286  ______________________________________________________________________
 JA0286* NAD 83(1986) POSITION- 38 19 58.     (N) 086 27 50.     (W)   SCALED
 JA0286* NAVD 88 ORTHO HEIGHT -   155.819 (meters)      511.22  (feet) ADJUSTED
 JA0286  ______________________________________________________________________
 JA0286  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 JA0286  DYNAMIC HEIGHT  -        155.711 (meters)      510.86  (feet) COMP
 JA0286  MODELED GRAVITY -    979,928.2   (mgal)                       NAVD 88
 JA0286
 JA0286  VERT ORDER      -  FIRST     CLASS II
 JA0286
 JA0286.The horizontal coordinates were scaled from a map and have
 JA0286.an estimated accuracy of +/- 6 seconds.
 JA0286
 JA0286.The orthometric height was determined by differential leveling and
 JA0286.adjusted by the NATIONAL GEODETIC SURVEY
 JA0286.in June 1991.
 JA0286
 JA0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0286.GEOID18 height accuracy estimate available here.
 JA0286
 JA0286.Click photographs - Photos may exist for this station.
 JA0286
 JA0286.The dynamic height is computed by dividing the NAVD 88
 JA0286.geopotential number by the normal gravity value computed on the
 JA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0286.degrees latitude (g = 980.6199 gals.).
 JA0286
 JA0286.The modeled gravity was interpolated from observed gravity values.
 JA0286
 JA0286;                    North         East    Units  Estimated Accuracy
 JA0286;SPC IN W     -   342,610.      954,160.      MT  (+/- 180 meters Scaled)
 JA0286
 JA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH468428(NAD 83)
 JA0286
 JA0286                          SUPERSEDED SURVEY CONTROL
 JA0286
 JA0286  NGVD 29 (??/??/92)  155.931  (m)          511.58   (f) ADJ UNCH    1 2
 JA0286
 JA0286.Superseded values are not recommended for survey control.
 JA0286
 JA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0286.See file dsdata.pdf to determine how the superseded data were derived.
 JA0286
 JA0286_MARKER: DB = BENCH MARK DISK
 JA0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0286_SP_SET: CULVERT
 JA0286_STAMPING: T 56 1934
 JA0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0286
 JA0286  HISTORY     - Date     Condition        Report By
 JA0286  HISTORY     - 1934     MONUMENTED       CGS
 JA0286  HISTORY     - 1965     GOOD             CGS
 JA0286
 JA0286                          STATION DESCRIPTION
 JA0286
 JA0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0286'0.2 MI S FROM ENGLISH.
 JA0286'0.15 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0286'ENGLISH, IN SECTION 24, T 2 S, R 1 W, 219 FEET WEST OF THE
 JA0286'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF
 JA0286'THE NORTH HEADWALL OF A CONCRETE CULVERT, 11.7 FEET NORTH OF THE
 JA0286'NORTH RAIL OF THE MAIN TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0286'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1115 ***********************************************************************
 JA1115  DESIGNATION -  T 58
 JA1115  PID         -  JA1115
 JA1115  STATE/COUNTY-  IN/SPENCER
 JA1115  COUNTRY     -  US
 JA1115  USGS QUAD   -  CHRISNEY (2019)
 JA1115
 JA1115                         *CURRENT SURVEY CONTROL
 JA1115  ______________________________________________________________________
 JA1115* NAD 83(1986) POSITION- 38 02 46.     (N) 087 01 53.     (W)   SCALED
 JA1115* NAVD 88 ORTHO HEIGHT -   123.187 (meters)      404.16  (feet) ADJUSTED
 JA1115  ______________________________________________________________________
 JA1115  GEOID HEIGHT    -        -31.497 (meters)                     GEOID18
 JA1115  DYNAMIC HEIGHT  -        123.106 (meters)      403.89  (feet) COMP
 JA1115  MODELED GRAVITY -    979,965.3   (mgal)                       NAVD 88
 JA1115
 JA1115  VERT ORDER      -  FIRST     CLASS II
 JA1115
 JA1115.The horizontal coordinates were scaled from a map and have
 JA1115.an estimated accuracy of +/- 6 seconds.
 JA1115
 JA1115.The orthometric height was determined by differential leveling and
 JA1115.adjusted by the NATIONAL GEODETIC SURVEY
 JA1115.in June 1991.
 JA1115
 JA1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1115.GEOID18 height accuracy estimate available here.
 JA1115
 JA1115.Click photographs - Photos may exist for this station.
 JA1115
 JA1115.The dynamic height is computed by dividing the NAVD 88
 JA1115.geopotential number by the normal gravity value computed on the
 JA1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1115.degrees latitude (g = 980.6199 gals.).
 JA1115
 JA1115.The modeled gravity was interpolated from observed gravity values.
 JA1115
 JA1115;                    North         East    Units  Estimated Accuracy
 JA1115;SPC IN W     -   310,610.      904,560.      MT  (+/- 180 meters Scaled)
 JA1115
 JA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH972109(NAD 83)
 JA1115
 JA1115                          SUPERSEDED SURVEY CONTROL
 JA1115
 JA1115  NGVD 29 (??/??/92)  123.291  (m)          404.50   (f) ADJ UNCH    1 2
 JA1115
 JA1115.Superseded values are not recommended for survey control.
 JA1115
 JA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1115.See file dsdata.pdf to determine how the superseded data were derived.
 JA1115
 JA1115_MARKER: DB = BENCH MARK DISK
 JA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1115_STAMPING: T 58 1934
 JA1115_MARK LOGO: CGS
 JA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1115+STABILITY: SURFACE MOTION
 JA1115
 JA1115  HISTORY     - Date     Condition        Report By
 JA1115  HISTORY     - 1934     MONUMENTED       CGS
 JA1115  HISTORY     - 1965     GOOD             CGS
 JA1115  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1115
 JA1115                          STATION DESCRIPTION
 JA1115
 JA1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1115'2.2 MI N FROM CHRISNEY.
 JA1115'ABOUT 2.25 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1115'OFFICE AT CHRISNEY, IN SECTION 25, T 5 S, R 6 W, 38 FEET
 JA1115'NORTHWEST OF THE CENTER OF A CROSSING OF A GRAVELED ROAD, 28
 JA1115'FEET WEST-NORTHWEST OF TH WEST-NORTHWEST RAIL, 32 FEET NORTH OF
 JA1115'THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE NORTH WOODEN
 JA1115'RAILING OF A WOODEN BRIDGE, 81 1/2 FEET NORTHWEST AND ACROSS THE
 JA1115'ROAD FROM A POWER POLE, 1.3 FEET EAST OF A METAL WITNESS POST,
 JA1115'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A
 JA1115'CONCRETE POST PROJECTING 1 FOOT.  SEC 25, T 5 S, R 6 W.
 JA1115
 JA1115                          STATION RECOVERY (2022)
 JA1115
 JA1115'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0700 ***********************************************************************
 HA0700  DESIGNATION -  T 60
 HA0700  PID         -  HA0700
 HA0700  STATE/COUNTY-  IN/SPENCER
 HA0700  COUNTRY     -  US
 HA0700  USGS QUAD   -  ROCKPORT (2019)
 HA0700
 HA0700                         *CURRENT SURVEY CONTROL
 HA0700  ______________________________________________________________________
 HA0700* NAD 83(1986) POSITION- 37 54 27.     (N) 087 02 16.     (W)   SCALED
 HA0700* NAVD 88 ORTHO HEIGHT -   119.070 (meters)      390.65  (feet) ADJUSTED
 HA0700  ______________________________________________________________________
 HA0700  GEOID HEIGHT    -        -31.210 (meters)                     GEOID18
 HA0700  DYNAMIC HEIGHT  -        118.990 (meters)      390.39  (feet) COMP
 HA0700  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 HA0700
 HA0700  VERT ORDER      -  FIRST     CLASS II
 HA0700
 HA0700.The horizontal coordinates were scaled from a map and have
 HA0700.an estimated accuracy of +/- 6 seconds.
 HA0700
 HA0700.The orthometric height was determined by differential leveling and
 HA0700.adjusted by the NATIONAL GEODETIC SURVEY
 HA0700.in June 1991.
 HA0700
 HA0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0700.GEOID18 height accuracy estimate available here.
 HA0700
 HA0700.Click photographs - Photos may exist for this station.
 HA0700
 HA0700.The dynamic height is computed by dividing the NAVD 88
 HA0700.geopotential number by the normal gravity value computed on the
 HA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0700.degrees latitude (g = 980.6199 gals.).
 HA0700
 HA0700.The modeled gravity was interpolated from observed gravity values.
 HA0700
 HA0700;                    North         East    Units  Estimated Accuracy
 HA0700;SPC IN W     -   295,230.      904,010.      MT  (+/- 180 meters Scaled)
 HA0700
 HA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG966955(NAD 83)
 HA0700
 HA0700                          SUPERSEDED SURVEY CONTROL
 HA0700
 HA0700  NGVD 29 (??/??/92)  119.178  (m)          391.00   (f) ADJ UNCH    1 2
 HA0700
 HA0700.Superseded values are not recommended for survey control.
 HA0700
 HA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0700.See file dsdata.pdf to determine how the superseded data were derived.
 HA0700
 HA0700_MARKER: DB = BENCH MARK DISK
 HA0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0700_SP_SET: CULVERT HEADWALL
 HA0700_STAMPING: T 60 1935
 HA0700_MARK LOGO: CGS
 HA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0700+STABILITY: SURFACE MOTION
 HA0700
 HA0700  HISTORY     - Date     Condition        Report By
 HA0700  HISTORY     - 1935     MONUMENTED       CGS
 HA0700  HISTORY     - 1965     GOOD             CGS
 HA0700
 HA0700                          STATION DESCRIPTION
 HA0700
 HA0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0700'1.8 MI NE FROM ROCKPORT.
 HA0700'ABOUT 1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 231 AND STATE
 HA0700'HIGHWAYS 45 AND 66 FROM THE POST OFFICE AT ROCKPORT, IN SECTION
 HA0700'14, T 7 S, R 6 W, 19 FEET NORTH OF THE CENTER LINE OF STATE
 HA0700'HIGHWAY 66, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 HA0700'HEADWALL OF A CONCRETE CULVERT, 444 FEET EAST OF THE CENTER LINE
 HA0700'OF U.S. HIGHWAY 231 AND STATE HIGHWAY 45, 29 FEET EAST OF A
 HA0700'30-INCH OAK TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0047 ***********************************************************************
 KA0047  DESIGNATION -  T 61
 KA0047  PID         -  KA0047
 KA0047  STATE/COUNTY-  IN/MORGAN
 KA0047  COUNTRY     -  US
 KA0047  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0047
 KA0047                         *CURRENT SURVEY CONTROL
 KA0047  ______________________________________________________________________
 KA0047* NAD 83(1986) POSITION- 39 36 43.60   (N) 086 22 30.13   (W)   HD_HELD1
 KA0047* NAVD 88 ORTHO HEIGHT -   218.958 (meters)      718.36  (feet) ADJUSTED
 KA0047  ______________________________________________________________________
 KA0047  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA0047  DYNAMIC HEIGHT  -        218.840 (meters)      717.98  (feet) COMP
 KA0047  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 KA0047
 KA0047  VERT ORDER      -  SECOND    CLASS 0
 KA0047
 KA0047.The horizontal coordinates were determined by differentially corrected
 KA0047.hand held GPS observations or other comparable positioning techniques
 KA0047.and have an estimated accuracy of +/- 3 meters.
 KA0047
 KA0047.The orthometric height was determined by differential leveling and
 KA0047.adjusted by the NATIONAL GEODETIC SURVEY
 KA0047.in June 1991.
 KA0047
 KA0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0047.GEOID18 height accuracy estimate available here.
 KA0047
 KA0047.Click photographs - Photos may exist for this station.
 KA0047
 KA0047.The dynamic height is computed by dividing the NAVD 88
 KA0047.geopotential number by the normal gravity value computed on the
 KA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0047.degrees latitude (g = 980.6199 gals.).
 KA0047
 KA0047.The modeled gravity was interpolated from observed gravity values.
 KA0047
 KA0047;                    North         East    Units  Estimated Accuracy
 KA0047;SPC IN W     -   484,691.1     960,823.3     MT  (+/- 3 meters HH1 GPS) 
 KA0047
 KA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5364784893(NAD 83)
 KA0047
 KA0047                          SUPERSEDED SURVEY CONTROL
 KA0047
 KA0047  NGVD 29 (??/??/92)  219.083  (m)          718.77   (f) ADJ UNCH    2 0
 KA0047
 KA0047.Superseded values are not recommended for survey control.
 KA0047
 KA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0047.See file dsdata.pdf to determine how the superseded data were derived.
 KA0047
 KA0047_MARKER: DB = BENCH MARK DISK
 KA0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0047_SP_SET: BUILDING
 KA0047_STAMPING: T 61 1946
 KA0047_MARK LOGO: CGS
 KA0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0047
 KA0047  HISTORY     - Date     Condition        Report By
 KA0047  HISTORY     - 1946     MONUMENTED       CGS
 KA0047  HISTORY     - 1954     GOOD             CGS
 KA0047
 KA0047                          STATION DESCRIPTION
 KA0047
 KA0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0047'AT MOORESVILLE.
 KA0047'AT MOORESVILLE, AT THE MUNICIPAL BUILDING, SET VERTICALLY IN THE
 KA0047'EAST FACE OF THE BRICK WALL IN THE CENTER OF THE BUILDING, MID-WAY
 KA0047'BETWEEN TWO DOORS, AND ABOUT 3.2 FEET ABOVE THE TOP STEP.  A
 KA0047'STANDARD DISK, STAMPED T 61 1946.
 KA0047
 KA0047                          STATION RECOVERY (1954)
 KA0047
 KA0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KA0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0632 ***********************************************************************
 KA0632  DESIGNATION -  T 62
 KA0632  PID         -  KA0632
 KA0632  STATE/COUNTY-  IN/HENDRICKS
 KA0632  COUNTRY     -  US
 KA0632  USGS QUAD   -  CLAYTON (2019)
 KA0632
 KA0632                         *CURRENT SURVEY CONTROL
 KA0632  ______________________________________________________________________
 KA0632* NAD 83(1986) POSITION- 39 39 07.7    (N) 086 34 51.9    (W)   HD_HELD2
 KA0632* NAVD 88 ORTHO HEIGHT -   251.322 (meters)      824.55  (feet) ADJUSTED
 KA0632  ______________________________________________________________________
 KA0632  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 KA0632  DYNAMIC HEIGHT  -        251.182 (meters)      824.09  (feet) COMP
 KA0632  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 KA0632
 KA0632  VERT ORDER      -  FIRST     CLASS II
 KA0632
 KA0632.The horizontal coordinates were established by autonomous hand held GPS
 KA0632.observations and have an estimated accuracy of +/- 10 meters.
 KA0632
 KA0632.The orthometric height was determined by differential leveling and
 KA0632.adjusted by the NATIONAL GEODETIC SURVEY
 KA0632.in June 1991.
 KA0632
 KA0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0632.GEOID18 height accuracy estimate available here.
 KA0632
 KA0632.Click photographs - Photos may exist for this station.
 KA0632
 KA0632.The dynamic height is computed by dividing the NAVD 88
 KA0632.geopotential number by the normal gravity value computed on the
 KA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0632.degrees latitude (g = 980.6199 gals.).
 KA0632
 KA0632.The modeled gravity was interpolated from observed gravity values.
 KA0632
 KA0632;                    North         East    Units  Estimated Accuracy
 KA0632;SPC IN W     -   489,016.      943,105.      MT  (+/- 10 meters HH2 GPS)
 KA0632
 KA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3593989233(NAD 83)
 KA0632
 KA0632                          SUPERSEDED SURVEY CONTROL
 KA0632
 KA0632  NGVD 29 (??/??/92)  251.397  (m)          824.79   (f) ADJ UNCH    1 2
 KA0632
 KA0632.Superseded values are not recommended for survey control.
 KA0632
 KA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0632.See file dsdata.pdf to determine how the superseded data were derived.
 KA0632
 KA0632_MARKER: DB = BENCH MARK DISK
 KA0632_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0632_SP_SET: CULVERT WINGWALL
 KA0632_STAMPING: T 62 1946
 KA0632_MARK LOGO: CGS
 KA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0632+STABILITY: SURFACE MOTION
 KA0632
 KA0632  HISTORY     - Date     Condition        Report By
 KA0632  HISTORY     - 1946     MONUMENTED       CGS
 KA0632  HISTORY     - 1985     GOOD             NGS
 KA0632  HISTORY     - 20110714 GOOD             GEOCAC
 KA0632
 KA0632                          STATION DESCRIPTION
 KA0632
 KA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0632'2.8 MI E FROM STILESVILLE.
 KA0632'ABOUT 2.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0632'AT STILESVILLE, 0.2 MILE EAST OF A BLACK TOP ROAD CROSSING WITH A
 KA0632'TEXACO SERVICE STATION IN THE SOUTHWEST QUARTER OF THE CROSSING,
 KA0632'ABOUT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TILE HOUSE,
 KA0632'SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST WING WALL OF A
 KA0632'12 FOOT CONCRETE CULVERT, 22 FEET SOUTH OF AND ABOUT LEVEL WITH
 KA0632'THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.
 KA0632'A STANDARD DISK, STAMPED T 62 1946.
 KA0632
 KA0632                          STATION RECOVERY (1985)
 KA0632
 KA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0632'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM (5.3 MI)
 KA0632'WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY 39
 KA0632'IN BELLEVILLE.
 KA0632
 KA0632                          STATION RECOVERY (2011)
 KA0632
 KA0632'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0692 ***********************************************************************
 KA0692  DESIGNATION -  T 63
 KA0692  PID         -  KA0692
 KA0692  STATE/COUNTY-  IN/MORGAN
 KA0692  COUNTRY     -  US
 KA0692  USGS QUAD   -  HALL (2019)
 KA0692
 KA0692                         *CURRENT SURVEY CONTROL
 KA0692  ______________________________________________________________________
 KA0692* NAD 83(1986) POSITION- 39 34 44.     (N) 086 34 17.     (W)   SCALED
 KA0692* NAVD 88 ORTHO HEIGHT -   237.133 (meters)      777.99  (feet) ADJUSTED
 KA0692  ______________________________________________________________________
 KA0692  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KA0692  DYNAMIC HEIGHT  -        237.000 (meters)      777.56  (feet) COMP
 KA0692  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 KA0692
 KA0692  VERT ORDER      -  SECOND    CLASS 0
 KA0692
 KA0692.The horizontal coordinates were scaled from a map and have
 KA0692.an estimated accuracy of +/- 6 seconds.
 KA0692
 KA0692.The orthometric height was determined by differential leveling and
 KA0692.adjusted by the NATIONAL GEODETIC SURVEY
 KA0692.in June 1991.
 KA0692
 KA0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0692.GEOID18 height accuracy estimate available here.
 KA0692
 KA0692.Click photographs - Photos may exist for this station.
 KA0692
 KA0692.The dynamic height is computed by dividing the NAVD 88
 KA0692.geopotential number by the normal gravity value computed on the
 KA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0692.degrees latitude (g = 980.6199 gals.).
 KA0692
 KA0692.The modeled gravity was interpolated from observed gravity values.
 KA0692
 KA0692;                    North         East    Units  Estimated Accuracy
 KA0692;SPC IN W     -   480,890.      943,980.      MT  (+/- 180 meters Scaled)
 KA0692
 KA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ368811(NAD 83)
 KA0692
 KA0692                          SUPERSEDED SURVEY CONTROL
 KA0692
 KA0692  NGVD 29 (??/??/92)  237.246  (m)          778.36   (f) ADJ UNCH    2 0
 KA0692
 KA0692.Superseded values are not recommended for survey control.
 KA0692
 KA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0692.See file dsdata.pdf to determine how the superseded data were derived.
 KA0692
 KA0692_MARKER: DB = BENCH MARK DISK
 KA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0692_STAMPING: T 63 1946
 KA0692_MARK LOGO: CGS
 KA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0692+STABILITY: SURFACE MOTION
 KA0692
 KA0692  HISTORY     - Date     Condition        Report By
 KA0692  HISTORY     - 1946     MONUMENTED       CGS
 KA0692  HISTORY     - 20110525 GOOD             GEOCAC
 KA0692
 KA0692                          STATION DESCRIPTION
 KA0692
 KA0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0692'1 MI E FROM CROWN CENTER.
 KA0692'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 42 FROM THE CROSS ROAD
 KA0692'AT CROWN CENTER, 0.25 MILE EAST OF THE JUNCTION OF A GRAVEL
 KA0692'ROAD LEADING NORTH, AT THE ALVA CURTIS PLACE, ABOUT 225 FEET
 KA0692'WEST OF A NARROW CONCRETE BRIDGE, SET IN THE NORTHWEST CORNER OF
 KA0692'THE YARD, 79 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 KA0692'26 FEET SOUTH OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE
 KA0692'HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF A DRIVE WAY LEADING
 KA0692'TO THE HOUSE, 9 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTH
 KA0692'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 63
 KA0692'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA0692'ABOVE GROUND.
 KA0692
 KA0692                          STATION RECOVERY (2011)
 KA0692
 KA0692'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0692'THE MARK IS ABOUT 9 FEET NORTHEAST OF THE FENCE CORNER, AND THE
 KA0692'WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0128 ***********************************************************************
 KA0128  DESIGNATION -  T 64
 KA0128  PID         -  KA0128
 KA0128  STATE/COUNTY-  IN/MARION
 KA0128  COUNTRY     -  US
 KA0128  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0128
 KA0128                         *CURRENT SURVEY CONTROL
 KA0128  ______________________________________________________________________
 KA0128* NAD 83(1986) POSITION- 39 45 19.     (N) 086 10 29.     (W)   SCALED
 KA0128* NAVD 88 ORTHO HEIGHT -   214.985 (meters)      705.33  (feet) ADJUSTED
 KA0128  ______________________________________________________________________
 KA0128  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 KA0128  DYNAMIC HEIGHT  -        214.867 (meters)      704.94  (feet) COMP
 KA0128  MODELED GRAVITY -    980,071.7   (mgal)                       NAVD 88
 KA0128
 KA0128  VERT ORDER      -  SECOND    CLASS 0
 KA0128
 KA0128.The horizontal coordinates were scaled from a map and have
 KA0128.an estimated accuracy of +/- 6 seconds.
 KA0128
 KA0128.The orthometric height was determined by differential leveling and
 KA0128.adjusted by the NATIONAL GEODETIC SURVEY
 KA0128.in June 1991.
 KA0128
 KA0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0128.GEOID18 height accuracy estimate available here.
 KA0128
 KA0128.Click photographs - Photos may exist for this station.
 KA0128
 KA0128.The dynamic height is computed by dividing the NAVD 88
 KA0128.geopotential number by the normal gravity value computed on the
 KA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0128.degrees latitude (g = 980.6199 gals.).
 KA0128
 KA0128.The modeled gravity was interpolated from observed gravity values.
 KA0128
 KA0128;                    North         East    Units  Estimated Accuracy
 KA0128;SPC IN E     -   500,470.       56,460.      MT  (+/- 180 meters Scaled)
 KA0128
 KA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK706009(NAD 83)
 KA0128
 KA0128                          SUPERSEDED SURVEY CONTROL
 KA0128
 KA0128  NGVD 29 (??/??/92)  215.124  (m)          705.79   (f) ADJ UNCH    2 0
 KA0128
 KA0128.Superseded values are not recommended for survey control.
 KA0128
 KA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0128.See file dsdata.pdf to determine how the superseded data were derived.
 KA0128
 KA0128_MARKER: DB = BENCH MARK DISK
 KA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0128_STAMPING: T 64 1946
 KA0128_MARK LOGO: CGS
 KA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0128+STABILITY: SURFACE MOTION
 KA0128
 KA0128  HISTORY     - Date     Condition        Report By
 KA0128  HISTORY     - 1946     MONUMENTED       CGS
 KA0128  HISTORY     - 1950     GOOD             CGS
 KA0128
 KA0128                          STATION DESCRIPTION
 KA0128
 KA0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0128'AT INDIANAPOLIS.
 KA0128'AT INDIANAPOLIS, ON KENTUCKY AVENUE, AT THE 7-SPAN CONCRETE ARCH
 KA0128'BRIDGE OVER THE WHITE RIVER, SET IN THE TOP OF THE SOUTHWEST END
 KA0128'OF THE SOUTHEAST CONCRETE RAILING, 3 FEET SOUTHWEST OF THE LAST
 KA0128'CONCRETE LAMP POST IN A LINE OF LAMP POSTS ALONG THE RAILING,
 KA0128'ABOUT 4.5 FEET HIGHER THAN THE BRIDGE FLOOR.  A STANDARD DISK,
 KA0128'STAMPED T 64 1946.
 KA0128
 KA0128                          STATION RECOVERY (1950)
 KA0128
 KA0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0550 ***********************************************************************
 KA0550  DESIGNATION -  T 65
 KA0550  PID         -  KA0550
 KA0550  STATE/COUNTY-  IN/MORGAN
 KA0550  COUNTRY     -  US
 KA0550  USGS QUAD   -  PARAGON (2019)
 KA0550
 KA0550                         *CURRENT SURVEY CONTROL
 KA0550  ______________________________________________________________________
 KA0550* NAD 83(1986) POSITION- 39 28 11.     (N) 086 35 05.     (W)   SCALED
 KA0550* NAVD 88 ORTHO HEIGHT -   254.388 (meters)      834.60  (feet) ADJUSTED
 KA0550  ______________________________________________________________________
 KA0550  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA0550  DYNAMIC HEIGHT  -        254.242 (meters)      834.13  (feet) COMP
 KA0550  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 KA0550
 KA0550  VERT ORDER      -  SECOND    CLASS 0
 KA0550
 KA0550.The horizontal coordinates were scaled from a map and have
 KA0550.an estimated accuracy of +/- 6 seconds.
 KA0550
 KA0550.The orthometric height was determined by differential leveling and
 KA0550.adjusted by the NATIONAL GEODETIC SURVEY
 KA0550.in June 1991.
 KA0550
 KA0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0550.GEOID18 height accuracy estimate available here.
 KA0550
 KA0550.Click photographs - Photos may exist for this station.
 KA0550
 KA0550.The dynamic height is computed by dividing the NAVD 88
 KA0550.geopotential number by the normal gravity value computed on the
 KA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0550.degrees latitude (g = 980.6199 gals.).
 KA0550
 KA0550.The modeled gravity was interpolated from observed gravity values.
 KA0550
 KA0550;                    North         East    Units  Estimated Accuracy
 KA0550;SPC IN W     -   468,760.      942,910.      MT  (+/- 180 meters Scaled)
 KA0550
 KA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ357689(NAD 83)
 KA0550
 KA0550                          SUPERSEDED SURVEY CONTROL
 KA0550
 KA0550  NGVD 29 (??/??/92)  254.506  (m)          834.99   (f) ADJ UNCH    2 0
 KA0550
 KA0550.Superseded values are not recommended for survey control.
 KA0550
 KA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0550.See file dsdata.pdf to determine how the superseded data were derived.
 KA0550
 KA0550_MARKER: DB = BENCH MARK DISK
 KA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0550_STAMPING: T 65 1946
 KA0550_MARK LOGO: CGS
 KA0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0550+STABILITY: SURFACE MOTION
 KA0550
 KA0550  HISTORY     - Date     Condition        Report By
 KA0550  HISTORY     - 1946     MONUMENTED       CGS
 KA0550
 KA0550                          STATION DESCRIPTION
 KA0550
 KA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0550'0.4 MI W FROM WAKELAND.
 KA0550'0.45 MILE WEST ALONG THE WAKELAND-LEWISVILLE ROAD FROM THE CROSS
 KA0550'ROADS AT WAKELAND, 60 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 KA0550'RATTSVILLE STORE BUILDING, 22 FEET NORTH OF THE CENTER LINE OF
 KA0550'THE ROAD, 31 FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE, 4 1/2
 KA0550'FEET NORTH OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 KA0550'WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 KA0550'T 65 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 KA0550'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1084 ***********************************************************************
 KA1084  DESIGNATION -  T 66
 KA1084  PID         -  KA1084
 KA1084  STATE/COUNTY-  IN/VIGO
 KA1084  COUNTRY     -  US
 KA1084  USGS QUAD   -  SEELYVILLE (2019)
 KA1084
 KA1084                         *CURRENT SURVEY CONTROL
 KA1084  ______________________________________________________________________
 KA1084* NAD 83(1986) POSITION- 39 29 14.     (N) 087 17 48.     (W)   SCALED
 KA1084* NAVD 88 ORTHO HEIGHT -   174.223 (meters)      571.60  (feet) ADJUSTED
 KA1084  ______________________________________________________________________
 KA1084  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 KA1084  DYNAMIC HEIGHT  -        174.124 (meters)      571.27  (feet) COMP
 KA1084  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 KA1084
 KA1084  VERT ORDER      -  FIRST     CLASS II
 KA1084
 KA1084.The horizontal coordinates were scaled from a map and have
 KA1084.an estimated accuracy of +/- 6 seconds.
 KA1084
 KA1084.The orthometric height was determined by differential leveling and
 KA1084.adjusted by the NATIONAL GEODETIC SURVEY
 KA1084.in June 1991.
 KA1084
 KA1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1084.GEOID18 height accuracy estimate available here.
 KA1084
 KA1084.Click photographs - Photos may exist for this station.
 KA1084
 KA1084.The dynamic height is computed by dividing the NAVD 88
 KA1084.geopotential number by the normal gravity value computed on the
 KA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1084.degrees latitude (g = 980.6199 gals.).
 KA1084
 KA1084.The modeled gravity was interpolated from observed gravity values.
 KA1084
 KA1084;                    North         East    Units  Estimated Accuracy
 KA1084;SPC IN W     -   470,610.      881,650.      MT  (+/- 180 meters Scaled)
 KA1084
 KA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ744708(NAD 83)
 KA1084
 KA1084                          SUPERSEDED SURVEY CONTROL
 KA1084
 KA1084  NGVD 29 (??/??/92)  174.317  (m)          571.91   (f) ADJ UNCH    1 2
 KA1084
 KA1084.Superseded values are not recommended for survey control.
 KA1084
 KA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1084.See file dsdata.pdf to determine how the superseded data were derived.
 KA1084
 KA1084_MARKER: DB = BENCH MARK DISK
 KA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1084_STAMPING: T 66 1946
 KA1084_MARK LOGO: CGS
 KA1084_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1084+STABILITY: SURFACE MOTION
 KA1084
 KA1084  HISTORY     - Date     Condition        Report By
 KA1084  HISTORY     - 1946     MONUMENTED       CGS
 KA1084  HISTORY     - 1985     GOOD             NGS
 KA1084  HISTORY     - 19900428 GOOD             USPSQD
 KA1084
 KA1084                          STATION DESCRIPTION
 KA1084
 KA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1084'1.6 MI W FROM SEELYVILLE.
 KA1084'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA1084'AT SEELYVILLE, AT THE GLENN HIGH SCHOOL, 57.5 FEET NORTH OF THE
 KA1084'NORTHEAST CORNER OF THE SCHOOL, 56 FEET WEST OF THE NORTHWEST
 KA1084'CORNER OF THE LOST CREEK TOWNSHIP HIGH SCHOOL, 43 FEET SOUTH OF
 KA1084'AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 KA1084'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA1084'T 66 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1084'INCHES ABOVE GROUND.
 KA1084
 KA1084                          STATION RECOVERY (1985)
 KA1084
 KA1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1084'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.7 KM
 KA1084'(6.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE IN
 KA1084'TERRE HAUTE, 17.6 M (57.7 FT) NORTH OF THE NORTHEAST CORNER OF THE
 KA1084'GLEEN HIGH SCHOOL, 13.1 M (43.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 KA1084'EAST BOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT) EAST OF A FLAGPOLE,
 KA1084'AND 2.2 M (7.2 FT) WEST OF THE CENTER OF A DRIVEWAY.
 KA1084'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KA1084
 KA1084                          STATION RECOVERY (1990)
 KA1084
 KA1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0512 ***********************************************************************
 KA0512  DESIGNATION -  T 67
 KA0512  PID         -  KA0512
 KA0512  STATE/COUNTY-  IN/OWEN
 KA0512  COUNTRY     -  US
 KA0512  USGS QUAD   -  PATRICKSBURG (2019)
 KA0512
 KA0512                         *CURRENT SURVEY CONTROL
 KA0512  ______________________________________________________________________
 KA0512* NAD 83(1986) POSITION- 39 19 57.     (N) 086 57 56.     (W)   SCALED
 KA0512* NAVD 88 ORTHO HEIGHT -   183.644 (meters)      602.51  (feet) ADJUSTED
 KA0512  ______________________________________________________________________
 KA0512  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 KA0512  DYNAMIC HEIGHT  -        183.537 (meters)      602.15  (feet) COMP
 KA0512  MODELED GRAVITY -    980,036.8   (mgal)                       NAVD 88
 KA0512
 KA0512  VERT ORDER      -  SECOND    CLASS 0
 KA0512
 KA0512.The horizontal coordinates were scaled from a map and have
 KA0512.an estimated accuracy of +/- 6 seconds.
 KA0512
 KA0512.The orthometric height was determined by differential leveling and
 KA0512.adjusted by the NATIONAL GEODETIC SURVEY
 KA0512.in June 1991.
 KA0512
 KA0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0512.GEOID18 height accuracy estimate available here.
 KA0512
 KA0512.Click photographs - Photos may exist for this station.
 KA0512
 KA0512.The dynamic height is computed by dividing the NAVD 88
 KA0512.geopotential number by the normal gravity value computed on the
 KA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0512.degrees latitude (g = 980.6199 gals.).
 KA0512
 KA0512.The modeled gravity was interpolated from observed gravity values.
 KA0512
 KA0512;                    North         East    Units  Estimated Accuracy
 KA0512;SPC IN W     -   453,420.      910,150.      MT  (+/- 180 meters Scaled)
 KA0512
 KA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ029536(NAD 83)
 KA0512
 KA0512                          SUPERSEDED SURVEY CONTROL
 KA0512
 KA0512  NGVD 29 (??/??/92)  183.763  (m)          602.90   (f) ADJ UNCH    2 0
 KA0512
 KA0512.Superseded values are not recommended for survey control.
 KA0512
 KA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0512.See file dsdata.pdf to determine how the superseded data were derived.
 KA0512
 KA0512_MARKER: DB = BENCH MARK DISK
 KA0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0512_SP_SET: BRIDGE
 KA0512_STAMPING: T 67 1946
 KA0512_MARK LOGO: CGS
 KA0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0512
 KA0512  HISTORY     - Date     Condition        Report By
 KA0512  HISTORY     - 1946     MONUMENTED       CGS
 KA0512
 KA0512                          STATION DESCRIPTION
 KA0512
 KA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0512'2.1 MI NW FROM PATRICKSBURG.
 KA0512'0.7 MILE WEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT
 KA0512'PATRICKSBURG, THENCE ABOUT 1.4 MILES NORTH ALONG A GRAVEL ROAD,
 KA0512'0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, AND SET
 KA0512'IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST WING WALL
 KA0512'OF A 20 FOOT CONCRETE BRIDGE OVER A CREEK, 10.5 FEET EAST OF AND
 KA0512'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KA0512'STAMPED T 67 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1144 ***********************************************************************
 KA1144  DESIGNATION -  T 68
 KA1144  PID         -  KA1144
 KA1144  STATE/COUNTY-  IN/CLAY
 KA1144  COUNTRY     -  US
 KA1144  USGS QUAD   -  CENTER POINT (2019)
 KA1144
 KA1144                         *CURRENT SURVEY CONTROL
 KA1144  ______________________________________________________________________
 KA1144* NAD 83(1986) POSITION- 39 24 56.     (N) 087 06 14.     (W)   SCALED
 KA1144* NAVD 88 ORTHO HEIGHT -   174.394 (meters)      572.16  (feet) ADJUSTED
 KA1144  ______________________________________________________________________
 KA1144  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 KA1144  DYNAMIC HEIGHT  -        174.294 (meters)      571.83  (feet) COMP
 KA1144  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA1144
 KA1144  VERT ORDER      -  SECOND    CLASS 0
 KA1144
 KA1144.The horizontal coordinates were scaled from a map and have
 KA1144.an estimated accuracy of +/- 6 seconds.
 KA1144
 KA1144.The orthometric height was determined by differential leveling and
 KA1144.adjusted by the NATIONAL GEODETIC SURVEY
 KA1144.in June 1991.
 KA1144
 KA1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1144.GEOID18 height accuracy estimate available here.
 KA1144
 KA1144.Click photographs - Photos may exist for this station.
 KA1144
 KA1144.The dynamic height is computed by dividing the NAVD 88
 KA1144.geopotential number by the normal gravity value computed on the
 KA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1144.degrees latitude (g = 980.6199 gals.).
 KA1144
 KA1144.The modeled gravity was interpolated from observed gravity values.
 KA1144
 KA1144;                    North         East    Units  Estimated Accuracy
 KA1144;SPC IN W     -   462,630.      898,230.      MT  (+/- 180 meters Scaled)
 KA1144
 KA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ910628(NAD 83)
 KA1144
 KA1144                          SUPERSEDED SURVEY CONTROL
 KA1144
 KA1144  NGVD 29 (??/??/92)  174.501  (m)          572.51   (f) ADJ UNCH    2 0
 KA1144
 KA1144.Superseded values are not recommended for survey control.
 KA1144
 KA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1144.See file dsdata.pdf to determine how the superseded data were derived.
 KA1144
 KA1144_MARKER: DB = BENCH MARK DISK
 KA1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1144_SP_SET: BRIDGE
 KA1144_STAMPING: T 68 1946
 KA1144_MARK LOGO: CGS
 KA1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1144
 KA1144  HISTORY     - Date     Condition        Report By
 KA1144  HISTORY     - 1946     MONUMENTED       CGS
 KA1144
 KA1144                          STATION DESCRIPTION
 KA1144
 KA1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1144'1.6 MI W FROM CENTER POINT.
 KA1144'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO STATE
 KA1144'HIGHWAY 59 FROM THE POST OFFICE AT CENTER POINT, 1.1 MILES EAST
 KA1144'OF STATE HIGHWAY 59, SET IN THE TOP OF THE SOUTH END OF THE
 KA1144'EAST CONCRETE ABUTMENT OF A 127 FEET STEEL BRIDGE ACROSS BIRCH
 KA1144'CREEK, 10 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER
 KA1144'LINE OF THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED T 68 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1145 ***********************************************************************
 KA1145  DESIGNATION -  T 68 RESET
 KA1145  PID         -  KA1145
 KA1145  STATE/COUNTY-  IN/CLAY
 KA1145  COUNTRY     -  US
 KA1145  USGS QUAD   -  CENTER POINT (2019)
 KA1145
 KA1145                         *CURRENT SURVEY CONTROL
 KA1145  ______________________________________________________________________
 KA1145* NAD 83(1986) POSITION- 39 24 56.     (N) 087 06 14.     (W)   SCALED
 KA1145* NAVD 88 ORTHO HEIGHT -   175.52  (meters)      575.9   (feet) RESET
 KA1145  ______________________________________________________________________
 KA1145  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 KA1145  VERT ORDER      -  THIRD
 KA1145
 KA1145.The horizontal coordinates were scaled from a map and have
 KA1145.an estimated accuracy of +/- 6 seconds.
 KA1145
 KA1145.The orthometric height was computed from unverified reset data.
 KA1145
 KA1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1145.GEOID18 height accuracy estimate available here.
 KA1145
 KA1145.Click photographs - Photos may exist for this station.
 KA1145
 KA1145;                    North         East    Units  Estimated Accuracy
 KA1145;SPC IN W     -   462,630.      898,230.      MT  (+/- 180 meters Scaled)
 KA1145
 KA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ910628(NAD 83)
 KA1145
 KA1145                          SUPERSEDED SURVEY CONTROL
 KA1145
 KA1145  NGVD 29 (08/22/16)  175.63   (m)          576.2    (f) RESET       3  
 KA1145
 KA1145.Superseded values are not recommended for survey control.
 KA1145
 KA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1145.See file dsdata.pdf to determine how the superseded data were derived.
 KA1145
 KA1145_MARKER: DV = VERTICAL CONTROL DISK
 KA1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1145_SP_SET: BRIDGE
 KA1145_STAMPING: T 68 RESET 1975
 KA1145_MARK LOGO: NGS
 KA1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1145
 KA1145  HISTORY     - Date     Condition        Report By
 KA1145  HISTORY     - 1975     MONUMENTED       NGS
 KA1145
 KA1145                          STATION DESCRIPTION
 KA1145
 KA1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KA1145'1.6 MI W FROM CENTER POINT.
 KA1145'ABOUT 1.6 MILES WEST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 KA1145'59 FROM THE POST OFFICE AT CENTER POINT, 1.1 MILES EAST OF STATE
 KA1145'HIGHWAY 59, SET IN THE NORTHWEST WING OF NEW BRIDGE, CLAY 9749,
 KA1145'IN SEC. 5 OR 8, T 11 N, R 6 W, SUGAR RIDGE TOWNSHIP, CLAY COUNTY,
 KA1145'INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0521 ***********************************************************************
 KA0521  DESIGNATION -  T 69
 KA0521  PID         -  KA0521
 KA0521  STATE/COUNTY-  IN/OWEN
 KA0521  COUNTRY     -  US
 KA0521  USGS QUAD   -  POLAND (2019)
 KA0521
 KA0521                         *CURRENT SURVEY CONTROL
 KA0521  ______________________________________________________________________
 KA0521* NAD 83(1986) POSITION- 39 23 47.     (N) 086 55 01.     (W)   SCALED
 KA0521* NAVD 88 ORTHO HEIGHT -   197.725 (meters)      648.70  (feet) ADJUSTED
 KA0521  ______________________________________________________________________
 KA0521  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 KA0521  DYNAMIC HEIGHT  -        197.610 (meters)      648.33  (feet) COMP
 KA0521  MODELED GRAVITY -    980,043.0   (mgal)                       NAVD 88
 KA0521
 KA0521  VERT ORDER      -  SECOND    CLASS 0
 KA0521
 KA0521.The horizontal coordinates were scaled from a map and have
 KA0521.an estimated accuracy of +/- 6 seconds.
 KA0521
 KA0521.The orthometric height was determined by differential leveling and
 KA0521.adjusted by the NATIONAL GEODETIC SURVEY
 KA0521.in June 1991.
 KA0521
 KA0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0521.GEOID18 height accuracy estimate available here.
 KA0521
 KA0521.Click photographs - Photos may exist for this station.
 KA0521
 KA0521.The dynamic height is computed by dividing the NAVD 88
 KA0521.geopotential number by the normal gravity value computed on the
 KA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0521.degrees latitude (g = 980.6199 gals.).
 KA0521
 KA0521.The modeled gravity was interpolated from observed gravity values.
 KA0521
 KA0521;                    North         East    Units  Estimated Accuracy
 KA0521;SPC IN W     -   460,520.      914,330.      MT  (+/- 180 meters Scaled)
 KA0521
 KA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ071607(NAD 83)
 KA0521
 KA0521                          SUPERSEDED SURVEY CONTROL
 KA0521
 KA0521  NGVD 29 (??/??/92)  197.844  (m)          649.09   (f) ADJ UNCH    2 0
 KA0521
 KA0521.Superseded values are not recommended for survey control.
 KA0521
 KA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0521.See file dsdata.pdf to determine how the superseded data were derived.
 KA0521
 KA0521_MARKER: DB = BENCH MARK DISK
 KA0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0521_STAMPING: T 69 1946
 KA0521_MARK LOGO: CGS
 KA0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0521+STABILITY: SURFACE MOTION
 KA0521
 KA0521  HISTORY     - Date     Condition        Report By
 KA0521  HISTORY     - 1946     MONUMENTED       CGS
 KA0521
 KA0521                          STATION DESCRIPTION
 KA0521
 KA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0521'AT JORDAN.
 KA0521'AT JORDAN, AT THE CROSSING OF THE CHICAGO INDIANAPOLIS AND LOUISVILLE
 KA0521'RAILWAY, 0.15 MILE SOUTH OF THE COMMUNITY PRESBYTERIAN CHURCH,
 KA0521'25.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 KA0521'19 FEET NORTHWEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF
 KA0521'THE MAIN TRACK, 17 FEET SOUTH SOUTHEAST OF R.E.A. POWER POLE NO.
 KA0521'Z1 - 230, 3 FEET EAST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 KA0521'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 69 1946 AND
 KA0521'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0521'GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 KA0521'IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0705 ***********************************************************************
 KA0705  DESIGNATION -  T 70
 KA0705  PID         -  KA0705
 KA0705  STATE/COUNTY-  IN/PUTNAM
 KA0705  COUNTRY     -  US
 KA0705  USGS QUAD   -  REELSVILLE (2019)
 KA0705
 KA0705                         *CURRENT SURVEY CONTROL
 KA0705  ______________________________________________________________________
 KA0705* NAD 83(1986) POSITION- 39 33 48.     (N) 086 54 08.     (W)   SCALED
 KA0705* NAVD 88 ORTHO HEIGHT -   231.351 (meters)      759.02  (feet) ADJUSTED
 KA0705  ______________________________________________________________________
 KA0705  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KA0705  DYNAMIC HEIGHT  -        231.220 (meters)      758.59  (feet) COMP
 KA0705  MODELED GRAVITY -    980,055.3   (mgal)                       NAVD 88
 KA0705
 KA0705  VERT ORDER      -  SECOND    CLASS 0
 KA0705
 KA0705.The horizontal coordinates were scaled from a map and have
 KA0705.an estimated accuracy of +/- 6 seconds.
 KA0705
 KA0705.The orthometric height was determined by differential leveling and
 KA0705.adjusted by the NATIONAL GEODETIC SURVEY
 KA0705.in June 1991.
 KA0705
 KA0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0705.GEOID18 height accuracy estimate available here.
 KA0705
 KA0705.Click photographs - Photos may exist for this station.
 KA0705
 KA0705.The dynamic height is computed by dividing the NAVD 88
 KA0705.geopotential number by the normal gravity value computed on the
 KA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0705.degrees latitude (g = 980.6199 gals.).
 KA0705
 KA0705.The modeled gravity was interpolated from observed gravity values.
 KA0705
 KA0705;                    North         East    Units  Estimated Accuracy
 KA0705;SPC IN W     -   479,050.      915,560.      MT  (+/- 180 meters Scaled)
 KA0705
 KA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ083792(NAD 83)
 KA0705
 KA0705                          SUPERSEDED SURVEY CONTROL
 KA0705
 KA0705  NGVD 29 (??/??/92)  231.469  (m)          759.41   (f) ADJ UNCH    2 0
 KA0705
 KA0705.Superseded values are not recommended for survey control.
 KA0705
 KA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0705.See file dsdata.pdf to determine how the superseded data were derived.
 KA0705
 KA0705_MARKER: DB = BENCH MARK DISK
 KA0705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0705_SP_SET: CULVERT HEADWALL
 KA0705_STAMPING: T 70 1946
 KA0705_MARK LOGO: CGS
 KA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0705+STABILITY: SURFACE MOTION
 KA0705
 KA0705  HISTORY     - Date     Condition        Report By
 KA0705  HISTORY     - 1946     MONUMENTED       CGS
 KA0705  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0705
 KA0705                          STATION DESCRIPTION
 KA0705
 KA0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0705'2 MI W FROM PUTNAMVILLE.
 KA0705'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0705'AT PUTNAMVILLE, 0.8 MILE WEST OF THE INDIANA STATE POLICE POST
 KA0705'NO. 5, DIRECTLY OPPOSITE AND ACROSS THE HIGHWAY FROM A CURVE
 KA0705'WARNING SIGN, SET IN THE TOP OF THE NORTHEAST END OF THE
 KA0705'NORTHWEST HEADWALL OF A 16 INCH CONCRETE CULVERT NO. 74, 26 FEET
 KA0705'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0705'NORTHWEST LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 70
 KA0705'1946.  NOTE-- THIS MARK MAY BE REACHED FROM THE CROSS ROAD AT
 KA0705'MANHATTAN BY GOING 1.5 MILES EAST ALONG U.S. HIGHWAY 40.
 KA0705
 KA0705                          STATION RECOVERY (1985)
 KA0705
 KA0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0705'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0818 ***********************************************************************
 KA0818  DESIGNATION -  T 71
 KA0818  PID         -  KA0818
 KA0818  STATE/COUNTY-  IN/PARKE
 KA0818  COUNTRY     -  US
 KA0818  USGS QUAD   -  BELLMORE (2019)
 KA0818
 KA0818                         *CURRENT SURVEY CONTROL
 KA0818  ______________________________________________________________________
 KA0818* NAD 83(1986) POSITION- 39 45 33.46   (N) 087 06 37.64   (W)   HD_HELD1
 KA0818* NAVD 88 ORTHO HEIGHT -   226.515 (meters)      743.16  (feet) ADJUSTED
 KA0818  ______________________________________________________________________
 KA0818  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 KA0818  DYNAMIC HEIGHT  -        226.386 (meters)      742.73  (feet) COMP
 KA0818  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 KA0818
 KA0818  VERT ORDER      -  SECOND    CLASS 0
 KA0818
 KA0818.The horizontal coordinates were determined by differentially corrected
 KA0818.hand held GPS observations or other comparable positioning techniques
 KA0818.and have an estimated accuracy of +/- 3 meters.
 KA0818
 KA0818.The orthometric height was determined by differential leveling and
 KA0818.adjusted by the NATIONAL GEODETIC SURVEY
 KA0818.in June 1991.
 KA0818
 KA0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0818.GEOID18 height accuracy estimate available here.
 KA0818
 KA0818.Click photographs - Photos may exist for this station.
 KA0818
 KA0818.The dynamic height is computed by dividing the NAVD 88
 KA0818.geopotential number by the normal gravity value computed on the
 KA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0818.degrees latitude (g = 980.6199 gals.).
 KA0818
 KA0818.The modeled gravity was interpolated from observed gravity values.
 KA0818
 KA0818;                    North         East    Units  Estimated Accuracy
 KA0818;SPC IN W     -   500,792.8     897,675.9     MT  (+/- 3 meters HH1 GPS) 
 KA0818
 KA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9053801047(NAD 83)
 KA0818
 KA0818                          SUPERSEDED SURVEY CONTROL
 KA0818
 KA0818  NGVD 29 (??/??/92)  226.612  (m)          743.48   (f) ADJ UNCH    2 0
 KA0818
 KA0818.Superseded values are not recommended for survey control.
 KA0818
 KA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0818.See file dsdata.pdf to determine how the superseded data were derived.
 KA0818
 KA0818_MARKER: DB = BENCH MARK DISK
 KA0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0818_STAMPING: T 71 1946
 KA0818_MARK LOGO: CGS
 KA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0818+STABILITY: SURFACE MOTION
 KA0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0818+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 KA0818
 KA0818  HISTORY     - Date     Condition        Report By
 KA0818  HISTORY     - 1946     MONUMENTED       CGS
 KA0818  HISTORY     - 20061213 GOOD             INDOT
 KA0818
 KA0818                          STATION DESCRIPTION
 KA0818
 KA0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0818'0.3 MI W FROM BELLMORE.
 KA0818'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY HALL
 KA0818'AT BELLMORE, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60
 KA0818'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE TWO-STORY
 KA0818'HOUSE, 4 FEET NORTHWEST OF A 14-INCH LOCUST TREE, 1 1/2 FEET
 KA0818'SOUTHWEST OF THE CORNER POST OF AN IRON FENCE AROUND THE YARD AND
 KA0818'ABOUT 1 FOOT HIGHER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 KA0818'T 71 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KA0818'INCHES ABOVE GROUND.
 KA0818
 KA0818                          STATION RECOVERY (2006)
 KA0818
 KA0818'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0818'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0575 ***********************************************************************
 KA0575  DESIGNATION -  T 72
 KA0575  PID         -  KA0575
 KA0575  STATE/COUNTY-  IN/HENDRICKS
 KA0575  COUNTRY     -  US
 KA0575  USGS QUAD   -  NORTH SALEM (2019)
 KA0575
 KA0575                         *CURRENT SURVEY CONTROL
 KA0575  ______________________________________________________________________
 KA0575* NAD 83(2011) POSITION- 39 45 39.04995(N) 086 40 11.23755(W)   ADJUSTED
 KA0575* NAD 83(2011) ELLIP HT-   253.758 (meters)        (02/22/23)   ADJUSTED
 KA0575* NAD 83(2011) EPOCH   -  2010.00
 KA0575* NAVD 88 ORTHO HEIGHT -   286.791 (meters)      940.91  (feet) ADJUSTED
 KA0575  ______________________________________________________________________
 KA0575  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 KA0575  NAD 83(2011) X  -    285,219.909 (meters)                     COMP
 KA0575  NAD 83(2011) Y  - -4,901,637.277 (meters)                     COMP
 KA0575  NAD 83(2011) Z  -  4,057,771.000 (meters)                     COMP
 KA0575  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 KA0575  DYNAMIC HEIGHT  -        286.633 (meters)      940.40  (feet) COMP
 KA0575  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 KA0575
 KA0575  VERT ORDER      -  SECOND    CLASS 0
 KA0575
 KA0575  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0575  Standards:
 KA0575         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0575            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0575  -------------------------------------------------------------------
 KA0575  NETWORK    1.14   1.90           0.48   0.44   0.97     -0.30764781
 KA0575  -------------------------------------------------------------------
 KA0575  Click here for local accuracies and other accuracy information.
 KA0575
 KA0575.The horizontal coordinates were established by GPS observations
 KA0575.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0575
 KA0575.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0575.been affixed to the stable North American tectonic plate. See 
 KA0575.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0575
 KA0575.The horizontal coordinates are valid at the epoch date displayed above
 KA0575.which is a decimal equivalence of Year/Month/Day.
 KA0575
 KA0575.The orthometric height was determined by differential leveling and
 KA0575.adjusted by the NATIONAL GEODETIC SURVEY
 KA0575.in June 1991.
 KA0575
 KA0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0575.GEOID18 height accuracy estimate available here.
 KA0575
 KA0575.Click photographs - Photos may exist for this station.
 KA0575
 KA0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0575
 KA0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0575
 KA0575.The ellipsoidal height was determined by GPS observations
 KA0575.and is referenced to NAD 83.
 KA0575
 KA0575.The dynamic height is computed by dividing the NAVD 88
 KA0575.geopotential number by the normal gravity value computed on the
 KA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0575.degrees latitude (g = 980.6199 gals.).
 KA0575
 KA0575.The modeled gravity was interpolated from observed gravity values.
 KA0575
 KA0575. The following values were computed from the NAD 83(2011) position.
 KA0575
 KA0575;                    North         East     Units Scale Factor Converg.
 KA0575;SPC IN W     -   501,046.622   935,435.977   MT  0.99998212   +0 15 52.2
 KA0575;SPC IN W     - 1,643,850.46  3,069,009.53   sFT  0.99998212   +0 15 52.2
 KA0575;UTM  16      - 4,401,266.278   528,284.894   MT  0.99960985   +0 12 40.3
 KA0575
 KA0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0575!SPC IN W     -   0.99996019  x   0.99998212  =   0.99994231
 KA0575!UTM  16      -   0.99996019  x   0.99960985  =   0.99957006
 KA0575
 KA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2828401266(NAD 83)
 KA0575
 KA0575                          SUPERSEDED SURVEY CONTROL
 KA0575
 KA0575  NGVD 29 (??/??/92)  286.906  (m)          941.29   (f) ADJ UNCH    2 0
 KA0575
 KA0575.Superseded values are not recommended for survey control.
 KA0575
 KA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0575.See file dsdata.pdf to determine how the superseded data were derived.
 KA0575
 KA0575_MARKER: DB = BENCH MARK DISK
 KA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0575_STAMPING: T 72 1946
 KA0575_MARK LOGO: CGS
 KA0575_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0575+STABILITY: SURFACE MOTION
 KA0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0575+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0575
 KA0575  HISTORY     - Date     Condition        Report By
 KA0575  HISTORY     - 1946     MONUMENTED       CGS
 KA0575  HISTORY     - 20081118 GOOD             INDOT
 KA0575  HISTORY     - 20230206 GOOD             INDOT
 KA0575
 KA0575                          STATION DESCRIPTION
 KA0575
 KA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0575'1 MI W FROM NEW WINCHESTER.
 KA0575'ALONG U.S. HIGHWAY 36 ABOUT 1.0 MILE WEST OF THE SCHOOL AT NEW
 KA0575'WINCHESTER AND ABOUT 2.65 MILE EAST OF THE CROSS ROADS AT
 KA0575'GROVELAND, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 KA0575'FARM HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 29 FEET NORTH OF THE
 KA0575'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A CONCRETE CORNER
 KA0575'FENCE POST, 3 FEET WEST OF POWER LINE POLE NUMBER 2-H36, 2 FEET
 KA0575'EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER THAN
 KA0575'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED T 72 1946 AND SET IN
 KA0575'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0575
 KA0575                          STATION RECOVERY (2008)
 KA0575
 KA0575'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0575'RECOVERED AS DESCRIBED (GOOD CONDITION)
 KA0575
 KA0575                          STATION RECOVERY (2023)
 KA0575
 KA0575'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0575'THE MARK IS 15 FT (4.6 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF SR
 KA0575'36.  THE MARK IS ONLY GPS OBSERVABLE (W/ FULL SKY) DURING WINTER
 KA0575'MONTHS WITH FOLIAGE OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0806 ***********************************************************************
 KA0806  DESIGNATION -  T 73
 KA0806  PID         -  KA0806
 KA0806  STATE/COUNTY-  IN/PUTNAM
 KA0806  COUNTRY     -  US
 KA0806  USGS QUAD   -  GREENCASTLE (2019)
 KA0806
 KA0806                         *CURRENT SURVEY CONTROL
 KA0806  ______________________________________________________________________
 KA0806* NAD 83(1986) POSITION- 39 44 57.     (N) 086 52 28.     (W)   SCALED
 KA0806* NAVD 88 ORTHO HEIGHT -   266.587 (meters)      874.63  (feet) ADJUSTED
 KA0806  ______________________________________________________________________
 KA0806  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 KA0806  DYNAMIC HEIGHT  -        266.436 (meters)      874.13  (feet) COMP
 KA0806  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 KA0806
 KA0806  VERT ORDER      -  SECOND    CLASS 0
 KA0806
 KA0806.The horizontal coordinates were scaled from a map and have
 KA0806.an estimated accuracy of +/- 6 seconds.
 KA0806
 KA0806.The orthometric height was determined by differential leveling and
 KA0806.adjusted by the NATIONAL GEODETIC SURVEY
 KA0806.in June 1991.
 KA0806
 KA0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0806.GEOID18 height accuracy estimate available here.
 KA0806
 KA0806.Click photographs - Photos may exist for this station.
 KA0806
 KA0806.The dynamic height is computed by dividing the NAVD 88
 KA0806.geopotential number by the normal gravity value computed on the
 KA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0806.degrees latitude (g = 980.6199 gals.).
 KA0806
 KA0806.The modeled gravity was interpolated from observed gravity values.
 KA0806
 KA0806;                    North         East    Units  Estimated Accuracy
 KA0806;SPC IN W     -   499,690.      917,900.      MT  (+/- 180 meters Scaled)
 KA0806
 KA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ107999(NAD 83)
 KA0806
 KA0806                          SUPERSEDED SURVEY CONTROL
 KA0806
 KA0806  NGVD 29 (??/??/92)  266.693  (m)          874.98   (f) ADJ UNCH    2 0
 KA0806
 KA0806.Superseded values are not recommended for survey control.
 KA0806
 KA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0806.See file dsdata.pdf to determine how the superseded data were derived.
 KA0806
 KA0806_MARKER: DB = BENCH MARK DISK
 KA0806_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0806_SP_SET: BOX CULVERT HEADWALL
 KA0806_STAMPING: T 73 1946
 KA0806_MARK LOGO: CGS
 KA0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0806+STABILITY: SURFACE MOTION
 KA0806
 KA0806  HISTORY     - Date     Condition        Report By
 KA0806  HISTORY     - 1946     MONUMENTED       CGS
 KA0806
 KA0806                          STATION DESCRIPTION
 KA0806
 KA0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0806'2.6 MI N FROM BRICK CHAPEL.
 KA0806'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE M.E.
 KA0806'CHURCH AND CEMETERY AT BRICK CHAPEL, 1.1 MILE SOUTH OF THE
 KA0806'INTERSECTION WITH U.S. HIGHWAY 36, SET IN THE TOP OF THE
 KA0806'SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 8-FOOT CONCRETE
 KA0806'BOX CULVERT, 29 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KA0806'0.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT
 KA0806'8 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 KA0806'STAMPED T 73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0739 ***********************************************************************
 KA0739  DESIGNATION -  T 74
 KA0739  PID         -  KA0739
 KA0739  STATE/COUNTY-  IN/PUTNAM
 KA0739  COUNTRY     -  US
 KA0739  USGS QUAD   -  ROACHDALE (2019)
 KA0739
 KA0739                         *CURRENT SURVEY CONTROL
 KA0739  ______________________________________________________________________
 KA0739* NAD 83(1986) POSITION- 39 47 54.     (N) 086 48 08.     (W)   SCALED
 KA0739* NAVD 88 ORTHO HEIGHT -   278.816 (meters)      914.75  (feet) ADJUSTED
 KA0739  ______________________________________________________________________
 KA0739  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 KA0739  DYNAMIC HEIGHT  -        278.661 (meters)      914.24  (feet) COMP
 KA0739  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA0739
 KA0739  VERT ORDER      -  SECOND    CLASS 0
 KA0739
 KA0739.The horizontal coordinates were scaled from a map and have
 KA0739.an estimated accuracy of +/- 6 seconds.
 KA0739
 KA0739.The orthometric height was determined by differential leveling and
 KA0739.adjusted by the NATIONAL GEODETIC SURVEY
 KA0739.in June 1991.
 KA0739
 KA0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0739.GEOID18 height accuracy estimate available here.
 KA0739
 KA0739.Click photographs - Photos may exist for this station.
 KA0739
 KA0739.The dynamic height is computed by dividing the NAVD 88
 KA0739.geopotential number by the normal gravity value computed on the
 KA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0739.degrees latitude (g = 980.6199 gals.).
 KA0739
 KA0739.The modeled gravity was interpolated from observed gravity values.
 KA0739
 KA0739;                    North         East    Units  Estimated Accuracy
 KA0739;SPC IN W     -   505,170.      924,080.      MT  (+/- 180 meters Scaled)
 KA0739
 KA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK169053(NAD 83)
 KA0739
 KA0739                          SUPERSEDED SURVEY CONTROL
 KA0739
 KA0739  NGVD 29 (??/??/92)  278.922  (m)          915.10   (f) ADJ UNCH    2 0
 KA0739
 KA0739.Superseded values are not recommended for survey control.
 KA0739
 KA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0739.See file dsdata.pdf to determine how the superseded data were derived.
 KA0739
 KA0739_MARKER: DB = BENCH MARK DISK
 KA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0739_STAMPING: T 74 1946
 KA0739_MARK LOGO: CGS
 KA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0739+STABILITY: SURFACE MOTION
 KA0739
 KA0739  HISTORY     - Date     Condition        Report By
 KA0739  HISTORY     - 1946     MONUMENTED       CGS
 KA0739
 KA0739                          STATION DESCRIPTION
 KA0739
 KA0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0739'3.1 MI N FROM ROACHDALE.
 KA0739'ALONG THE BAINBRIDGE-ROACHDALE ROAD ABOUT 3.1 MILES NORTH OF THE
 KA0739'POST OFFICE AT BAINBRIDGE AND ABOUT 3.7 MILES SOUTH OF THE WATER
 KA0739'TOWER AT ROACHDALE, 0.5 MILE SOUTH OF THE JUNCTION WITH A PAVED
 KA0739'ROAD LEADING WEST AND A GRAVEL ROAD LEADING EAST, 0.25 MILE SOUTH
 KA0739'OF THE CROSSING OF A NATURAL GAS PIPE LINE, AT THE JUNCTION WITH
 KA0739'A GRAVEL ROAD LEADING EAST FROM THE MAIN ROAD, 105 FEET NORTHEAST
 KA0739'AND ACROSS THE MAIN ROAD FROM THE NORTHEAST CORNER OF A 2-STORY
 KA0739'FARM HOUSE, 26 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 19
 KA0739'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 2 FEET
 KA0739'NORTHEAST OF A CORNER FENCE POST, 2 FEET FROM A WHITE WOODEN
 KA0739'WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE JUNCTION.
 KA0739'A STANDARD DISK, STAMPED T 74 1946 AND SET IN THE TOP OF A CONCRETE
 KA0739'POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0583 ***********************************************************************
 KA0583  DESIGNATION -  T 75
 KA0583  PID         -  KA0583
 KA0583  STATE/COUNTY-  IN/HENDRICKS
 KA0583  COUNTRY     -  US
 KA0583  USGS QUAD   -  NORTH SALEM (2019)
 KA0583
 KA0583                         *CURRENT SURVEY CONTROL
 KA0583  ______________________________________________________________________
 KA0583* NAD 83(1986) POSITION- 39 51 52.66   (N) 086 37 55.91   (W)   HD_HELD1
 KA0583* NAVD 88 ORTHO HEIGHT -   270.286 (meters)      886.76  (feet) ADJUSTED
 KA0583  ______________________________________________________________________
 KA0583  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 KA0583  DYNAMIC HEIGHT  -        270.139 (meters)      886.28  (feet) COMP
 KA0583  MODELED GRAVITY -    980,074.8   (mgal)                       NAVD 88
 KA0583
 KA0583  VERT ORDER      -  SECOND    CLASS 0
 KA0583
 KA0583.The horizontal coordinates were determined by differentially corrected
 KA0583.hand held GPS observations or other comparable positioning techniques
 KA0583.and have an estimated accuracy of +/- 3 meters.
 KA0583
 KA0583.The orthometric height was determined by differential leveling and
 KA0583.adjusted by the NATIONAL GEODETIC SURVEY
 KA0583.in June 1991.
 KA0583
 KA0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0583.GEOID18 height accuracy estimate available here.
 KA0583
 KA0583.Click photographs - Photos may exist for this station.
 KA0583
 KA0583.The dynamic height is computed by dividing the NAVD 88
 KA0583.geopotential number by the normal gravity value computed on the
 KA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0583.degrees latitude (g = 980.6199 gals.).
 KA0583
 KA0583.The modeled gravity was interpolated from observed gravity values.
 KA0583
 KA0583;                    North         East    Units  Estimated Accuracy
 KA0583;SPC IN W     -   512,584.7     938,599.0     MT  (+/- 3 meters HH1 GPS) 
 KA0583
 KA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3145712797(NAD 83)
 KA0583
 KA0583                          SUPERSEDED SURVEY CONTROL
 KA0583
 KA0583  NGVD 29 (??/??/92)  270.396  (m)          887.12   (f) ADJ UNCH    2 0
 KA0583
 KA0583.Superseded values are not recommended for survey control.
 KA0583
 KA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0583.See file dsdata.pdf to determine how the superseded data were derived.
 KA0583
 KA0583_MARKER: DB = BENCH MARK DISK
 KA0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0583_SP_SET: BRIDGE
 KA0583_STAMPING: T 75 1946
 KA0583_MARK LOGO: CGS
 KA0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0583
 KA0583  HISTORY     - Date     Condition        Report By
 KA0583  HISTORY     - 1946     MONUMENTED       CGS
 KA0583
 KA0583                          STATION DESCRIPTION
 KA0583
 KA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0583'0.6 MI E FROM NORTH SALEM.
 KA0583'ABOUT 0.6 MILE EAST ALONG THE NORTH SALEM-LIZTON ROAD FROM EEL
 KA0583'RIVER HIGH SCHOOL AT NORTH SALEM, ABOUT 0.3 MILE EAST OF THE
 KA0583'JUNCTION WITH STATE HIGHWAY 75, SET IN THE TOP OF THE SOUTHWEST
 KA0583'END OF THE SOUTHWEST CONCRETE WINGWALL AT THE WEST END OF A 40-FOOT
 KA0583'STEEL TRUSS BRIDGE OVER A CREEK, 12 FEET SOUTH OF THE CENTER
 KA0583'LINE OF THE ROAD, 1.2 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 KA0583'WINGWALL, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 KA0583'T 75 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0314 ***********************************************************************
 KA0314  CBN         -  This is a Cooperative Base Network Control Station.
 KA0314  DESIGNATION -  T 76
 KA0314  PID         -  KA0314
 KA0314  STATE/COUNTY-  IN/MORGAN
 KA0314  COUNTRY     -  US
 KA0314  USGS QUAD   -  MARTINSVILLE (2019)
 KA0314
 KA0314                         *CURRENT SURVEY CONTROL
 KA0314  ______________________________________________________________________
 KA0314* NAD 83(2011) POSITION- 39 29 13.07615(N) 086 26 33.39834(W)   ADJUSTED
 KA0314* NAD 83(2011) ELLIP HT-   154.988 (meters)        (06/27/12)   ADJUSTED
 KA0314* NAD 83(2011) EPOCH   -  2010.00
 KA0314* NAVD 88 ORTHO HEIGHT -   187.869 (meters)      616.37  (feet) ADJUSTED
 KA0314  ______________________________________________________________________
 KA0314  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KA0314  NAD 83(2011) X  -    305,851.197 (meters)                     COMP
 KA0314  NAD 83(2011) Y  - -4,919,747.958 (meters)                     COMP
 KA0314  NAD 83(2011) Z  -  4,034,285.321 (meters)                     COMP
 KA0314  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 KA0314  DYNAMIC HEIGHT  -        187.764 (meters)      616.02  (feet) COMP
 KA0314  MODELED GRAVITY -    980,064.2   (mgal)                       NAVD 88
 KA0314
 KA0314  VERT ORDER      -  SECOND    CLASS 0
 KA0314
 KA0314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0314  Standards:
 KA0314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0314  -------------------------------------------------------------------
 KA0314  NETWORK    0.67   1.55           0.26   0.29   0.79      0.01221469
 KA0314  -------------------------------------------------------------------
 KA0314  Click here for local accuracies and other accuracy information.
 KA0314
 KA0314.The horizontal coordinates were established by GPS observations
 KA0314.and adjusted by the INDIANA DEPT OF TRANSP in April 2023.
 KA0314
 KA0314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0314.been affixed to the stable North American tectonic plate. See 
 KA0314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0314
 KA0314.The horizontal coordinates are valid at the epoch date displayed above
 KA0314.which is a decimal equivalence of Year/Month/Day.
 KA0314
 KA0314.The orthometric height was determined by differential leveling and
 KA0314.adjusted by the NATIONAL GEODETIC SURVEY
 KA0314.in June 1991.
 KA0314
 KA0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0314.GEOID18 height accuracy estimate available here.
 KA0314
 KA0314.Click photographs - Photos may exist for this station.
 KA0314
 KA0314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0314
 KA0314.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0314
 KA0314.The ellipsoidal height was determined by GPS observations
 KA0314.and is referenced to NAD 83.
 KA0314
 KA0314.The dynamic height is computed by dividing the NAVD 88
 KA0314.geopotential number by the normal gravity value computed on the
 KA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0314.degrees latitude (g = 980.6199 gals.).
 KA0314
 KA0314.The modeled gravity was interpolated from observed gravity values.
 KA0314
 KA0314. The following values were computed from the NAD 83(2011) position.
 KA0314
 KA0314;                    North         East     Units Scale Factor Converg.
 KA0314;SPC IN W     -   470,753.460   955,119.426   MT  1.00000406   +0 24 26.8
 KA0314;SPC IN W     - 1,544,463.64  3,133,587.65   sFT  1.00000406   +0 24 26.8
 KA0314;UTM  16      - 4,370,966.208   547,932.883   MT  0.99962829   +0 21 16.0
 KA0314
 KA0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0314!SPC IN W     -   0.99997568  x   1.00000406  =   0.99997974
 KA0314!UTM  16      -   0.99997568  x   0.99962829  =   0.99960398
 KA0314
 KA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4793270966(NAD 83)
 KA0314
 KA0314                          SUPERSEDED SURVEY CONTROL
 KA0314
 KA0314  NAD 83(2011)-  39 29 13.07654(N)    086 26 33.39746(W) AD(2010.00) 0
 KA0314  NAD 83(2007)-  39 29 13.07662(N)    086 26 33.39837(W) AD(2002.00) 0
 KA0314  ELLIP H (02/10/07)  155.010  (m)                       GP(2002.00)    
 KA0314  NAD 83(1997)-  39 29 13.07681(N)    086 26 33.39839(W) AD(       ) B
 KA0314  ELLIP H (04/10/98)  155.024  (m)                       GP(       ) 4 1
 KA0314  NAVD 88             187.87   (m)          616.4    (f) LEVELING    3  
 KA0314  NGVD 29 (??/??/92)  187.993  (m)          616.77   (f) ADJ UNCH    2 0
 KA0314
 KA0314.Superseded values are not recommended for survey control.
 KA0314
 KA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0314.See file dsdata.pdf to determine how the superseded data were derived.
 KA0314
 KA0314_MARKER: DB = BENCH MARK DISK
 KA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0314_STAMPING: T 76 1946
 KA0314_MARK LOGO: CGS
 KA0314_PROJECTION: RECESSED 15 CENTIMETERS
 KA0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0314+STABILITY: SURFACE MOTION
 KA0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0314+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 KA0314
 KA0314  HISTORY     - Date     Condition        Report By
 KA0314  HISTORY     - 1946     MONUMENTED       CGS
 KA0314  HISTORY     - 1966     GOOD             LOCENG
 KA0314  HISTORY     - 19970818 GOOD             SEC
 KA0314  HISTORY     - 20020415 GOOD             INDNR
 KA0314  HISTORY     - 20110706 GOOD             INDIV
 KA0314  HISTORY     - 20230314 GOOD             INDOT
 KA0314
 KA0314                          STATION DESCRIPTION
 KA0314
 KA0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0314'5.5 MI N FROM MARTINSVILLE.
 KA0314'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 KA0314'COURT HOUSE AT MARTINSVILLE, 106 FEET NORTHEAST OF THE NORTHEAST
 KA0314'CORNER OF THE W.G. SELBY FARM HOUSE, 0.4 MILE NORTH OF THE
 KA0314'JUNCTION WITH STATE HIGHWAY 67, 19 FEET WEST OF THE CENTER LINE
 KA0314'OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY
 KA0314'TO THE HOUSE, 4.5 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET SOUTH
 KA0314'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0314'A STANDARD DISK, STAMPED T 76 1946 AND SET IN THE TOP OF A
 KA0314'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- CHANGE
 KA0314'W.G. SELBY TO A. DILLEY POST NOW PROJECTS 2 INCHES ABOVE GROUND.
 KA0314
 KA0314                          STATION RECOVERY (1966)
 KA0314
 KA0314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KA0314'RECOVERED IN GOOD CONDITION.
 KA0314
 KA0314                          STATION RECOVERY (1997)
 KA0314
 KA0314'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA0314'THE STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF MARTINSVILLE
 KA0314'AND 0.4 MILES (0.6 KM) NORTH OF THE JUNCTION OF STATE HIGHWAY 39 AND
 KA0314'STATE HIGHWAY 67.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KA0314'HIGHWAY 67 AND STATE HIGHWAY 39 NORTH, GO 0.4 MILES (0.6 KM) NORTH
 KA0314'ALONG STATE HIGHWAY 39 TO THE STATION ON LEFT, IN THE RIGHT-OF-WAY OF
 KA0314'STATE HIGHWAY 39.  OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION,
 KA0314'100 N. SENATE AVE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS IN
 KA0314'46204, HENRY ALDRIDGE, PHONE 317-232-6764.  THE STATION IS SET IN A
 KA0314'ROUND CONCRETE MONUMENT PROJECTING 6 CM ABOVE GROUND.  IT IS 34.08
 KA0314'METERS (111.81 FT) NORTHEAST OF SOUTHEAST CORNER OF BRICK HOUSE OWNED
 KA0314'BY WENDELL DILLEY, 5.28 METERS (17.32 FT) WEST OF THE CENTERLINE OF
 KA0314'STATE HIGHWAY 39, 4.11 METERS (13.48 FT) NORTH OF THE CENTERLINE OF
 KA0314'GRAVEL DRIVE TO DILLEY RESIDENCE AND 1.55 METERS (5.09 FT) SOUTH OF
 KA0314'THE SOUTH FACE OF A WOODEN FENCE POST.
 KA0314
 KA0314                          STATION RECOVERY (2002)
 KA0314
 KA0314'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 KA0314'RECOVERED IN GOOD CONDITION.
 KA0314
 KA0314                          STATION RECOVERY (2011)
 KA0314
 KA0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0314'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0314
 KA0314                          STATION RECOVERY (2023)
 KA0314
 KA0314'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0314'MARK WAS RECOVERED IN GOOD CONDITION.  MARK IS 6 INCHES (15 CM) BELOW
 KA0314'GRADE AT THE NORTH EDGE OF W. DILLEY LANE (GRAVEL) AND IS 4.5 FT (1.4
 KA0314'M) WEST OF THE WEST EDGE OF PAVEMENT OF SR 39.  MARK IS 5.3 FT (1.6 M)
 KA0314'SOUTH OF THE WEST DILLEY LANE SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0230 ***********************************************************************
 KA0230  DESIGNATION -  T 77
 KA0230  PID         -  KA0230
 KA0230  STATE/COUNTY-  IN/HENDRICKS
 KA0230  COUNTRY     -  US
 KA0230  USGS QUAD   -  FAYETTE (2019)
 KA0230
 KA0230                         *CURRENT SURVEY CONTROL
 KA0230  ______________________________________________________________________
 KA0230* NAD 83(1986) POSITION- 39 55 21.91   (N) 086 23 51.41   (W)   HD_HELD1
 KA0230* NAVD 88 ORTHO HEIGHT -   281.205 (meters)      922.59  (feet) ADJUSTED
 KA0230  ______________________________________________________________________
 KA0230  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 KA0230  DYNAMIC HEIGHT  -        281.050 (meters)      922.08  (feet) COMP
 KA0230  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 KA0230
 KA0230  VERT ORDER      -  SECOND    CLASS 0
 KA0230
 KA0230.The horizontal coordinates were determined by differentially corrected
 KA0230.hand held GPS observations or other comparable positioning techniques
 KA0230.and have an estimated accuracy of +/- 3 meters.
 KA0230
 KA0230.The orthometric height was determined by differential leveling and
 KA0230.adjusted by the NATIONAL GEODETIC SURVEY
 KA0230.in June 1991.
 KA0230
 KA0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0230.GEOID18 height accuracy estimate available here.
 KA0230
 KA0230.Click photographs - Photos may exist for this station.
 KA0230
 KA0230.The dynamic height is computed by dividing the NAVD 88
 KA0230.geopotential number by the normal gravity value computed on the
 KA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0230.degrees latitude (g = 980.6199 gals.).
 KA0230
 KA0230.The modeled gravity was interpolated from observed gravity values.
 KA0230
 KA0230;                    North         East    Units  Estimated Accuracy
 KA0230;SPC IN W     -   519,166.0     958,620.5     MT  (+/- 3 meters HH1 GPS) 
 KA0230
 KA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5147719357(NAD 83)
 KA0230
 KA0230                          SUPERSEDED SURVEY CONTROL
 KA0230
 KA0230  NGVD 29 (??/??/92)  281.312  (m)          922.94   (f) ADJ UNCH    2 0
 KA0230
 KA0230.Superseded values are not recommended for survey control.
 KA0230
 KA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0230.See file dsdata.pdf to determine how the superseded data were derived.
 KA0230
 KA0230_MARKER: DB = BENCH MARK DISK
 KA0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0230_SP_SET: BOX CULVERT HEADWALL
 KA0230_STAMPING: T 77 1946
 KA0230_MARK LOGO: CGS
 KA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0230+STABILITY: SURFACE MOTION
 KA0230
 KA0230  HISTORY     - Date     Condition        Report By
 KA0230  HISTORY     - 1946     MONUMENTED       CGS
 KA0230  HISTORY     - 20170404 MARK NOT FOUND   INDIV
 KA0230
 KA0230                          STATION DESCRIPTION
 KA0230
 KA0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0230'0.6 MI S FROM WHITE LICK.
 KA0230'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0230'ROADS AT WHITE LICK, SET IN THE TOP OF THE NORTH END OF THE
 KA0230'EAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 25 FEET EAST
 KA0230'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW HIGHWAY
 KA0230'LEVEL AND 0.1 MILE SOUTH OF THE HENDRICKS-BOONE COUNTY LINE.
 KA0230'A STANDARD DISK, STAMPED T 77 1946.
 KA0230
 KA0230                          STATION RECOVERY (2017)
 KA0230
 KA0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (CMG)
 KA0230'HEADWALL IS DETERIORATING AND HAS LOST APPROXIMATELY FOUR (4) INCHES
 KA0230'
 KA0230'OF MATERIAL FROM THE TOP OF THE STRUCTURE. DUG DOWN TWO (2) FEET TILL
 KA0230'
 KA0230'HITTING UNDISTURBED EARTH ALONG THE EAST SIDE OF THE WALL. DID NOT
 KA0230'FIND THE DISK. IT IS PRESUMED TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0204 ***********************************************************************
 KA0204  DESIGNATION -  T 79
 KA0204  PID         -  KA0204
 KA0204  STATE/COUNTY-  IN/BOONE
 KA0204  COUNTRY     -  US
 KA0204  USGS QUAD   -  ZIONSVILLE (2019)
 KA0204
 KA0204                         *CURRENT SURVEY CONTROL
 KA0204  ______________________________________________________________________
 KA0204* NAD 83(1986) POSITION- 39 56 59.     (N) 086 15 15.     (W)   SCALED
 KA0204* NAVD 88 ORTHO HEIGHT -   251.497 (meters)      825.12  (feet) ADJUSTED
 KA0204  ______________________________________________________________________
 KA0204  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 KA0204  DYNAMIC HEIGHT  -        251.358 (meters)      824.66  (feet) COMP
 KA0204  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 KA0204
 KA0204  VERT ORDER      -  SECOND    CLASS 0
 KA0204
 KA0204.The horizontal coordinates were scaled from a map and have
 KA0204.an estimated accuracy of +/- 6 seconds.
 KA0204
 KA0204.The orthometric height was determined by differential leveling and
 KA0204.adjusted by the NATIONAL GEODETIC SURVEY
 KA0204.in June 1991.
 KA0204
 KA0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0204.GEOID18 height accuracy estimate available here.
 KA0204
 KA0204.Click photographs - Photos may exist for this station.
 KA0204
 KA0204.The dynamic height is computed by dividing the NAVD 88
 KA0204.geopotential number by the normal gravity value computed on the
 KA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0204.degrees latitude (g = 980.6199 gals.).
 KA0204
 KA0204.The modeled gravity was interpolated from observed gravity values.
 KA0204
 KA0204;                    North         East    Units  Estimated Accuracy
 KA0204;SPC IN W     -   522,260.      970,860.      MT  (+/- 180 meters Scaled)
 KA0204
 KA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK637224(NAD 83)
 KA0204
 KA0204                          SUPERSEDED SURVEY CONTROL
 KA0204
 KA0204  NGVD 29 (??/??/92)  251.613  (m)          825.50   (f) ADJ UNCH    2 0
 KA0204
 KA0204.Superseded values are not recommended for survey control.
 KA0204
 KA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0204.See file dsdata.pdf to determine how the superseded data were derived.
 KA0204
 KA0204_MARKER: DB = BENCH MARK DISK
 KA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0204_STAMPING: T 79 1946
 KA0204_MARK LOGO: CGS
 KA0204_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0204+STABILITY: SURFACE MOTION
 KA0204
 KA0204  HISTORY     - Date     Condition        Report By
 KA0204  HISTORY     - 1946     MONUMENTED       CGS
 KA0204  HISTORY     - 1966     MARK NOT FOUND   CGS
 KA0204
 KA0204                          STATION DESCRIPTION
 KA0204
 KA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0204'0.6 MI E FROM ZIONSVILLE.
 KA0204'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 334 FROM THE FARMERS
 KA0204'STATE BANK BUILDING AT ZIONSVILLE, ABOUT 300 FEET NORTHEAST
 KA0204'OF THE EAST END OF AN IRON BRIDGE OVER BIG EAGLE CREEK, 31 FEET
 KA0204'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTHWEST
 KA0204'OF THE CENTER LINE OF A SIDE ROAD LEADING SOUTHEAST, 1 1/2 FOOT
 KA0204'NORTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET LOWER
 KA0204'THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED T 79 1946
 KA0204'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA0204'GROUND.
 KA0204
 KA0204                          STATION RECOVERY (1966)
 KA0204
 KA0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KA0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1350 ***********************************************************************
 MD1350  DESIGNATION -  T 8
 MD1350  PID         -  MD1350
 MD1350  STATE/COUNTY-  IN/ELKHART
 MD1350  COUNTRY     -  US
 MD1350  USGS QUAD   -  GOSHEN (2019)
 MD1350
 MD1350                         *CURRENT SURVEY CONTROL
 MD1350  ______________________________________________________________________
 MD1350* NAD 83(1986) POSITION- 41 35 11.1    (N) 085 49 37.1    (W)   HD_HELD2
 MD1350* NAVD 88 ORTHO HEIGHT -   243.195 (meters)      797.88  (feet) ADJUSTED
 MD1350  ______________________________________________________________________
 MD1350  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 MD1350  DYNAMIC HEIGHT  -        243.099 (meters)      797.57  (feet) COMP
 MD1350  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD1350
 MD1350  VERT ORDER      -  FIRST     CLASS II
 MD1350
 MD1350.The horizontal coordinates were established by autonomous hand held GPS
 MD1350.observations and have an estimated accuracy of +/- 10 meters.
 MD1350
 MD1350.The orthometric height was determined by differential leveling and
 MD1350.adjusted by the NATIONAL GEODETIC SURVEY
 MD1350.in June 1991.
 MD1350
 MD1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1350.GEOID18 height accuracy estimate available here.
 MD1350
 MD1350.Click photographs - Photos may exist for this station.
 MD1350
 MD1350.The dynamic height is computed by dividing the NAVD 88
 MD1350.geopotential number by the normal gravity value computed on the
 MD1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1350.degrees latitude (g = 980.6199 gals.).
 MD1350
 MD1350.The modeled gravity was interpolated from observed gravity values.
 MD1350
 MD1350;                    North         East    Units  Estimated Accuracy
 MD1350;SPC IN E     -   703,696.       86,633.      MT  (+/- 10 meters HH2 GPS)
 MD1350
 MD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9777404522(NAD 83)
 MD1350
 MD1350                          SUPERSEDED SURVEY CONTROL
 MD1350
 MD1350  NGVD 29 (??/??/92)  243.32   (m)          798.3    (f) COMPUTED    1 2
 MD1350
 MD1350.Superseded values are not recommended for survey control.
 MD1350
 MD1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1350.See file dsdata.pdf to determine how the superseded data were derived.
 MD1350
 MD1350_MARKER: DB = BENCH MARK DISK
 MD1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1350_STAMPING: T 8 ELEV 798.279 FT
 MD1350_MARK LOGO: CGS
 MD1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1350+STABILITY: SURFACE MOTION
 MD1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1350+SATELLITE: SATELLITE OBSERVATIONS - 1916
 MD1350
 MD1350  HISTORY     - Date     Condition        Report By
 MD1350  HISTORY     - 1916     MONUMENTED       CGS
 MD1350  HISTORY     - 1934     GOOD             CGS
 MD1350  HISTORY     - 1941     GOOD             CGS
 MD1350  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1350
 MD1350                          STATION DESCRIPTION
 MD1350
 MD1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1350'AT GOSHEN.
 MD1350'AT GOSHEN, ELKHART COUNTY, INDIANA, ON THE RIGHT OF WAY OF THE
 MD1350'LAKE SHORE AND MICHIGAN SOUTHERN RAILWAY, IN THE NORTHEAST CORNER
 MD1350'OF THE GRASS PARK AT THE OLD DEPOT (NOW A CHEESE FACTORY), OPPOSITE
 MD1350'THE FREIGHT HOUSE, ABOUT 4 FEET SOUTH OF A TELEPHONE POLE AND IN
 MD1350'A GROUP OF IRON PIPES FORMING A GUARD AT THE EDGE OF A DRIVEWAY, IN
 MD1350'THE TOP OF A CONCRETE POST ABOUT 3 INCHES ABOVE GROUND, A STANDARD
 MD1350'U.S.C AND G.S. DISK.  STAMPED T8 ELEV 798.279 FT.
 MD1350
 MD1350                          STATION RECOVERY (1941)
 MD1350
 MD1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 MD1350'RECOVERED IN GOOD CONDITION.
 MD1350
 MD1350                          STATION RECOVERY (2018)
 MD1350
 MD1350'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1350'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1351 ***********************************************************************
 MD1351  DESIGNATION -  T 8 RESET
 MD1351  PID         -  MD1351
 MD1351  STATE/COUNTY-  IN/ELKHART
 MD1351  COUNTRY     -  US
 MD1351  USGS QUAD   -  GOSHEN (2019)
 MD1351
 MD1351                         *CURRENT SURVEY CONTROL
 MD1351  ______________________________________________________________________
 MD1351* NAD 83(1986) POSITION- 41 35 11.     (N) 085 49 37.     (W)   SCALED
 MD1351* NAVD 88 ORTHO HEIGHT -   243.046 (meters)      797.39  (feet) ADJUSTED
 MD1351  ______________________________________________________________________
 MD1351  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 MD1351  DYNAMIC HEIGHT  -        242.950 (meters)      797.08  (feet) COMP
 MD1351  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD1351
 MD1351  VERT ORDER      -  FIRST     CLASS II
 MD1351
 MD1351.The horizontal coordinates were scaled from a map and have
 MD1351.an estimated accuracy of +/- 6 seconds.
 MD1351
 MD1351.The orthometric height was determined by differential leveling and
 MD1351.adjusted by the NATIONAL GEODETIC SURVEY
 MD1351.in June 1991.
 MD1351
 MD1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1351.GEOID18 height accuracy estimate available here.
 MD1351
 MD1351.Click photographs - Photos may exist for this station.
 MD1351
 MD1351.The dynamic height is computed by dividing the NAVD 88
 MD1351.geopotential number by the normal gravity value computed on the
 MD1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1351.degrees latitude (g = 980.6199 gals.).
 MD1351
 MD1351.The modeled gravity was interpolated from observed gravity values.
 MD1351
 MD1351;                    North         East    Units  Estimated Accuracy
 MD1351;SPC IN E     -   703,690.       86,640.      MT  (+/- 180 meters Scaled)
 MD1351
 MD1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM977045(NAD 83)
 MD1351
 MD1351                          SUPERSEDED SURVEY CONTROL
 MD1351
 MD1351  NGVD 29 (??/??/92)  243.167  (m)          797.79   (f) ADJ UNCH    1 2
 MD1351
 MD1351.Superseded values are not recommended for survey control.
 MD1351
 MD1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1351.See file dsdata.pdf to determine how the superseded data were derived.
 MD1351
 MD1351_MARKER: DB = BENCH MARK DISK
 MD1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1351_STAMPING: T 8 RESET 1941
 MD1351_MARK LOGO: CGS
 MD1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1351+STABILITY: SURFACE MOTION
 MD1351
 MD1351  HISTORY     - Date     Condition        Report By
 MD1351  HISTORY     - 1941     MONUMENTED       IN1830
 MD1351  HISTORY     - 1946     GOOD             CGS
 MD1351  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1351  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1351
 MD1351                          STATION DESCRIPTION
 MD1351
 MD1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1351'AT GOSHEN.
 MD1351'AT GOSHEN, AT THE NEW YORK CENTRAL 9TH STREET TOWER, ABOUT 80
 MD1351'YARDS NORTHWEST AND ACROSS 9TH STREET FROM THE TOWER, 39.5
 MD1351'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 MD1351'NEW YORK CENTRAL RAILROAD TRACK, 136 FEET SOUTHEAST OF THE
 MD1351'SOUTHEAST CURB OF LINCOLN STREET, 11.4 FEET WEST OF THE WEST
 MD1351'CURB OF 9TH STREET, 36.6 FEET NORTHWEST OF A FLASHER SIGNAL
 MD1351'POST, 34.6 FEET NORTH OF POWER LINE POLE NO. 3937, 2 FEET NORTH
 MD1351'OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE 9TH STREET,
 MD1351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 MD1351
 MD1351                          STATION RECOVERY (1993)
 MD1351
 MD1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1351'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
 MD1351
 MD1351                          STATION RECOVERY (2018)
 MD1351
 MD1351'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1351'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1226 ***********************************************************************
 KA1226  DESIGNATION -  T 81
 KA1226  PID         -  KA1226
 KA1226  STATE/COUNTY-  IN/VIGO
 KA1226  COUNTRY     -  US
 KA1226  USGS QUAD   -  SEELYVILLE (2019)
 KA1226
 KA1226                         *CURRENT SURVEY CONTROL
 KA1226  ______________________________________________________________________
 KA1226* NAD 83(1986) POSITION- 39 23 01.     (N) 087 16 40.     (W)   SCALED
 KA1226* NAVD 88 ORTHO HEIGHT -   178.042 (meters)      584.13  (feet) ADJUSTED
 KA1226  ______________________________________________________________________
 KA1226  GEOID HEIGHT    -        -32.732 (meters)                     GEOID18
 KA1226  DYNAMIC HEIGHT  -        177.939 (meters)      583.79  (feet) COMP
 KA1226  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA1226
 KA1226  VERT ORDER      -  FIRST     CLASS II
 KA1226
 KA1226.The horizontal coordinates were scaled from a map and have
 KA1226.an estimated accuracy of +/- 6 seconds.
 KA1226
 KA1226.The orthometric height was determined by differential leveling and
 KA1226.adjusted by the NATIONAL GEODETIC SURVEY
 KA1226.in June 1991.
 KA1226
 KA1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1226.GEOID18 height accuracy estimate available here.
 KA1226
 KA1226.Click photographs - Photos may exist for this station.
 KA1226
 KA1226.The dynamic height is computed by dividing the NAVD 88
 KA1226.geopotential number by the normal gravity value computed on the
 KA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1226.degrees latitude (g = 980.6199 gals.).
 KA1226
 KA1226.The modeled gravity was interpolated from observed gravity values.
 KA1226
 KA1226;                    North         East    Units  Estimated Accuracy
 KA1226;SPC IN W     -   459,100.      883,250.      MT  (+/- 180 meters Scaled)
 KA1226
 KA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ760593(NAD 83)
 KA1226
 KA1226                          SUPERSEDED SURVEY CONTROL
 KA1226
 KA1226  NGVD 29 (??/??/92)  178.150  (m)          584.48   (f) ADJ UNCH    1 2
 KA1226
 KA1226.Superseded values are not recommended for survey control.
 KA1226
 KA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1226.See file dsdata.pdf to determine how the superseded data were derived.
 KA1226
 KA1226_MARKER: DB = BENCH MARK DISK
 KA1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1226_STAMPING: T 81 1946
 KA1226_MARK LOGO: CGS
 KA1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1226+STABILITY: SURFACE MOTION
 KA1226
 KA1226  HISTORY     - Date     Condition        Report By
 KA1226  HISTORY     - 1946     MONUMENTED       CGS
 KA1226  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1226
 KA1226                          STATION DESCRIPTION
 KA1226
 KA1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1226'1.2 MI E FROM RILEY.
 KA1226'ABOUT 1.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1226'POST OFFICE AT RILEY, AT A GRAVEL ROAD CROSSING AT THE SOUTHEAST
 KA1226'CORNER OF AN APPLE ORCHARD, 48 FEET NORTH OF THE CENTER LINE OF
 KA1226'THE TRACK, 29 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1226'OF THE ROAD, 11.5 FEET WEST OF A FENCE CORNER, 2.5 FEET SOUTH OF
 KA1226'THE RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1226'POST.  A STANDARD DISK, STAMPED T 81 1946 AND SET IN THE TOP OF A
 KA1226'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1226
 KA1226                          STATION RECOVERY (1985)
 KA1226
 KA1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1226'THE POST WAS FOUND ON TOP OF THE GROUND WITH THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0910 ***********************************************************************
 KA0910  DESIGNATION -  T 82
 KA0910  PID         -  KA0910
 KA0910  STATE/COUNTY-  IN/VIGO
 KA0910  COUNTRY     -  US
 KA0910  USGS QUAD   -  NEW GOSHEN (2019)
 KA0910
 KA0910                         *CURRENT SURVEY CONTROL
 KA0910  ______________________________________________________________________
 KA0910* NAD 83(1986) POSITION- 39 30 00.     (N) 087 22 45.     (W)   SCALED
 KA0910* NAVD 88 ORTHO HEIGHT -   152.851 (meters)      501.48  (feet) ADJUSTED
 KA0910  ______________________________________________________________________
 KA0910  GEOID HEIGHT    -        -32.776 (meters)                     GEOID18
 KA0910  DYNAMIC HEIGHT  -        152.764 (meters)      501.19  (feet) COMP
 KA0910  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 KA0910
 KA0910  VERT ORDER      -  FIRST     CLASS II
 KA0910
 KA0910.The horizontal coordinates were scaled from a map and have
 KA0910.an estimated accuracy of +/- 6 seconds.
 KA0910
 KA0910.The orthometric height was determined by differential leveling and
 KA0910.adjusted by the NATIONAL GEODETIC SURVEY
 KA0910.in June 1991.
 KA0910
 KA0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0910.GEOID18 height accuracy estimate available here.
 KA0910
 KA0910.Click photographs - Photos may exist for this station.
 KA0910
 KA0910.The dynamic height is computed by dividing the NAVD 88
 KA0910.geopotential number by the normal gravity value computed on the
 KA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0910.degrees latitude (g = 980.6199 gals.).
 KA0910
 KA0910.The modeled gravity was interpolated from observed gravity values.
 KA0910
 KA0910;                    North         East    Units  Estimated Accuracy
 KA0910;SPC IN W     -   472,050.      874,560.      MT  (+/- 180 meters Scaled)
 KA0910
 KA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ673723(NAD 83)
 KA0910
 KA0910                          SUPERSEDED SURVEY CONTROL
 KA0910
 KA0910  NGVD 29 (??/??/92)  152.957  (m)          501.83   (f) ADJ UNCH    1 2
 KA0910
 KA0910.Superseded values are not recommended for survey control.
 KA0910
 KA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0910.See file dsdata.pdf to determine how the superseded data were derived.
 KA0910
 KA0910_MARKER: DB = BENCH MARK DISK
 KA0910_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0910_SP_SET: TOWER FOUNDATION
 KA0910_STAMPING: T 82 1946
 KA0910_MARK LOGO: CGS
 KA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0910+STABILITY: SURFACE MOTION
 KA0910
 KA0910  HISTORY     - Date     Condition        Report By
 KA0910  HISTORY     - 1946     MONUMENTED       CGS
 KA0910  HISTORY     - 1985     GOOD             NGS
 KA0910
 KA0910                          STATION DESCRIPTION
 KA0910
 KA0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0910'2.4 MI NE FROM TERRE HAUTE.
 KA0910'ABOUT 2.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0910'FROM THE STATION AT TERRE HAUTE, AT THE CROSSING OF 25TH STREET,
 KA0910'AT DUANE, SET IN THE TOP OF THE EAST CORNER OF THE FOUNDATION OF
 KA0910'THE 25TH STREET TOWER, 50.5 FEET SOUTHWEST AND ACROSS THE ROAD
 KA0910'FROM POWER LINE POLE NO. 900 - 3064, 22 FEET NORTHWEST OF THE
 KA0910'NORTHWEST RAIL OF THE TRACK, 17 FEET WEST OF THE CENTER LINE OF
 KA0910'25TH STREET, 6.8 FEET NORTHWEST OF A CROSSING SIGNAL.  A STANDARD
 KA0910'DISK, STAMPED T 82 1946.
 KA0910
 KA0910                          STATION RECOVERY (1985)
 KA0910
 KA0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0910'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0910'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0475 ***********************************************************************
 KA0475  DESIGNATION -  T 83
 KA0475  PID         -  KA0475
 KA0475  STATE/COUNTY-  IN/OWEN
 KA0475  COUNTRY     -  US
 KA0475  USGS QUAD   -  SPENCER (2019)
 KA0475
 KA0475                         *CURRENT SURVEY CONTROL
 KA0475  ______________________________________________________________________
 KA0475* NAD 83(1986) POSITION- 39 18 52.     (N) 086 46 07.     (W)   SCALED
 KA0475* NAVD 88 ORTHO HEIGHT -   194.484 (meters)      638.07  (feet) ADJUSTED
 KA0475  ______________________________________________________________________
 KA0475  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KA0475  DYNAMIC HEIGHT  -        194.370 (meters)      637.70  (feet) COMP
 KA0475  MODELED GRAVITY -    980,035.2   (mgal)                       NAVD 88
 KA0475
 KA0475  VERT ORDER      -  SECOND    CLASS 0
 KA0475
 KA0475.The horizontal coordinates were scaled from a map and have
 KA0475.an estimated accuracy of +/- 6 seconds.
 KA0475
 KA0475.The orthometric height was determined by differential leveling and
 KA0475.adjusted by the NATIONAL GEODETIC SURVEY
 KA0475.in June 1991.
 KA0475
 KA0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0475.GEOID18 height accuracy estimate available here.
 KA0475
 KA0475.Click photographs - Photos may exist for this station.
 KA0475
 KA0475.The dynamic height is computed by dividing the NAVD 88
 KA0475.geopotential number by the normal gravity value computed on the
 KA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0475.degrees latitude (g = 980.6199 gals.).
 KA0475
 KA0475.The modeled gravity was interpolated from observed gravity values.
 KA0475
 KA0475;                    North         East    Units  Estimated Accuracy
 KA0475;SPC IN W     -   451,450.      927,140.      MT  (+/- 180 meters Scaled)
 KA0475
 KA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ199516(NAD 83)
 KA0475
 KA0475                          SUPERSEDED SURVEY CONTROL
 KA0475
 KA0475  NGVD 29 (??/??/92)  194.612  (m)          638.49   (f) ADJ UNCH    2 0
 KA0475
 KA0475.Superseded values are not recommended for survey control.
 KA0475
 KA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0475.See file dsdata.pdf to determine how the superseded data were derived.
 KA0475
 KA0475_MARKER: DB = BENCH MARK DISK
 KA0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0475_SP_SET: BRIDGE
 KA0475_STAMPING: T 83 1946
 KA0475_MARK LOGO: CGS
 KA0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0475
 KA0475  HISTORY     - Date     Condition        Report By
 KA0475  HISTORY     - 1946     MONUMENTED       CGS
 KA0475
 KA0475                          STATION DESCRIPTION
 KA0475
 KA0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0475'2.5 MI N FROM SPENCER.
 KA0475'2.5 MILES NORTH ALONG A GRAVEL ROAD LEADING TO CUBA FROM THE
 KA0475'COURT HOUSE AT SPENCER, SET IN THE TOP OF THE WEST END OF THE
 KA0475'SOUTH ABUTMENT OF A 20 FOOT CONCRETE BRIDGE, AT THE JUNCTION OF A
 KA0475'DIM ROAD LEADING EAST, 14 FEET WEST OF AND ABOUT LEVEL WITH THE
 KA0475'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED T 83 1946, SET
 KA0475'IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0457 ***********************************************************************
 KA0457  DESIGNATION -  T 84
 KA0457  PID         -  KA0457
 KA0457  STATE/COUNTY-  IN/OWEN
 KA0457  COUNTRY     -  US
 KA0457  USGS QUAD   -  ARNEY (2019)
 KA0457
 KA0457                         *CURRENT SURVEY CONTROL
 KA0457  ______________________________________________________________________
 KA0457* NAD 83(1986) POSITION- 39 12 36.     (N) 086 52 49.     (W)   SCALED
 KA0457* NAVD 88 ORTHO HEIGHT -   200.684 (meters)      658.41  (feet) ADJUSTED
 KA0457  ______________________________________________________________________
 KA0457  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KA0457  DYNAMIC HEIGHT  -        200.564 (meters)      658.02  (feet) COMP
 KA0457  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 KA0457
 KA0457  VERT ORDER      -  SECOND    CLASS 0
 KA0457
 KA0457.The horizontal coordinates were scaled from a map and have
 KA0457.an estimated accuracy of +/- 6 seconds.
 KA0457
 KA0457.The orthometric height was determined by differential leveling and
 KA0457.adjusted by the NATIONAL GEODETIC SURVEY
 KA0457.in June 1991.
 KA0457
 KA0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0457.GEOID18 height accuracy estimate available here.
 KA0457
 KA0457.Click photographs - Photos may exist for this station.
 KA0457
 KA0457.The dynamic height is computed by dividing the NAVD 88
 KA0457.geopotential number by the normal gravity value computed on the
 KA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0457.degrees latitude (g = 980.6199 gals.).
 KA0457
 KA0457.The modeled gravity was interpolated from observed gravity values.
 KA0457
 KA0457;                    North         East    Units  Estimated Accuracy
 KA0457;SPC IN W     -   439,830.      917,540.      MT  (+/- 180 meters Scaled)
 KA0457
 KA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ103400(NAD 83)
 KA0457
 KA0457                          SUPERSEDED SURVEY CONTROL
 KA0457
 KA0457  NGVD 29 (??/??/92)  200.813  (m)          658.83   (f) ADJ UNCH    2 0
 KA0457
 KA0457.Superseded values are not recommended for survey control.
 KA0457
 KA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0457.See file dsdata.pdf to determine how the superseded data were derived.
 KA0457
 KA0457_MARKER: DB = BENCH MARK DISK
 KA0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0457_STAMPING: T 84 1946
 KA0457_MARK LOGO: CGS
 KA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0457+STABILITY: SURFACE MOTION
 KA0457
 KA0457  HISTORY     - Date     Condition        Report By
 KA0457  HISTORY     - 1946     MONUMENTED       CGS
 KA0457
 KA0457                          STATION DESCRIPTION
 KA0457
 KA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0457'0.8 MI NW FROM FREEDOM.
 KA0457'0.8 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING TO ARNEY FROM
 KA0457'THE POST OFFICE AT FREEDOM, 51.5 FEET NORTHEAST OF THE
 KA0457'NORTHEAST CORNER OF A FARM HOUSE, 23 FEET SOUTH OF AND ABOUT
 KA0457'LEVEL WITH THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE
 KA0457'CENTER LINE OF THE DRIVE WAY TO THE HOUSE, 5 FEET SOUTH OF A
 KA0457'POWER POLE, 2 FEET EAST OF A WIRE FENCE AND 2 FEET NORTH OF A
 KA0457'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 84 1946
 KA0457'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0457'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1036 ***********************************************************************
 KA1036  DESIGNATION -  T 85
 KA1036  PID         -  KA1036
 KA1036  STATE/COUNTY-  IN/PARKE
 KA1036  COUNTRY     -  US
 KA1036  USGS QUAD   -  MECCA (2019)
 KA1036
 KA1036                         *CURRENT SURVEY CONTROL
 KA1036  ______________________________________________________________________
 KA1036* NAD 83(1986) POSITION- 39 41 31.     (N) 087 21 03.     (W)   SCALED
 KA1036* NAVD 88 ORTHO HEIGHT -   183.349 (meters)      601.54  (feet) ADJUSTED
 KA1036  ______________________________________________________________________
 KA1036  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 KA1036  DYNAMIC HEIGHT  -        183.247 (meters)      601.20  (feet) COMP
 KA1036  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA1036
 KA1036  VERT ORDER      -  SECOND    CLASS 0
 KA1036
 KA1036.The horizontal coordinates were scaled from a map and have
 KA1036.an estimated accuracy of +/- 6 seconds.
 KA1036
 KA1036.The orthometric height was determined by differential leveling and
 KA1036.adjusted by the NATIONAL GEODETIC SURVEY
 KA1036.in June 1991.
 KA1036
 KA1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1036.GEOID18 height accuracy estimate available here.
 KA1036
 KA1036.Click photographs - Photos may exist for this station.
 KA1036
 KA1036.The dynamic height is computed by dividing the NAVD 88
 KA1036.geopotential number by the normal gravity value computed on the
 KA1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1036.degrees latitude (g = 980.6199 gals.).
 KA1036
 KA1036.The modeled gravity was interpolated from observed gravity values.
 KA1036
 KA1036;                    North         East    Units  Estimated Accuracy
 KA1036;SPC IN W     -   493,350.      877,060.      MT  (+/- 180 meters Scaled)
 KA1036
 KA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ699936(NAD 83)
 KA1036
 KA1036                          SUPERSEDED SURVEY CONTROL
 KA1036
 KA1036  NGVD 29 (??/??/92)  183.452  (m)          601.88   (f) ADJ UNCH    2 0
 KA1036
 KA1036.Superseded values are not recommended for survey control.
 KA1036
 KA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1036.See file dsdata.pdf to determine how the superseded data were derived.
 KA1036
 KA1036_MARKER: DB = BENCH MARK DISK
 KA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1036_STAMPING: T 85 1946
 KA1036_MARK LOGO: CGS
 KA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1036+STABILITY: SURFACE MOTION
 KA1036
 KA1036  HISTORY     - Date     Condition        Report By
 KA1036  HISTORY     - 1946     MONUMENTED       CGS
 KA1036
 KA1036                          STATION DESCRIPTION
 KA1036
 KA1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1036'3.8 MI NE FROM CLINTON.
 KA1036'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 63 FROM THE EAST END
 KA1036'OF THE WABASH RIVER BRIDGE AT CLINTON, THENCE ABOUT 2.85 MILES
 KA1036'NORTHEAST ALONG U.S. HIGHWAY 41, 0.2 MILE WEST OF THE HILLSIDE
 KA1036'INN AND CAFE, ABOUT 200 YARDS WEST OF THE SUMMIT OF A LONG HILL,
 KA1036'26.3 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE
 KA1036'HIGHWAY, 24.5 FEET NORTHEAST OF THE FIRST GUARD RAIL POST ON THE
 KA1036'NORTH SIDE OF THE HIGHWAY, 18 FEET EAST OF A 14 INCH SPLIT TRUNK BOX
 KA1036'ELDER TREE, 14.7 FEET SOUTH OF A 10 INCH BLACK WALNUT TREE, AND 11.2
 KA1036'FEET NORTHEAST OF A CURVE SIGN.  A STANDARD DISK, STAMPED T 85
 KA1036'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KA1036'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0674 ***********************************************************************
 KA0674  DESIGNATION -  T 86
 KA0674  PID         -  KA0674
 KA0674  STATE/COUNTY-  IN/HENDRICKS
 KA0674  COUNTRY     -  US
 KA0674  USGS QUAD   -  CLAYTON (2019)
 KA0674
 KA0674                         *CURRENT SURVEY CONTROL
 KA0674  ______________________________________________________________________
 KA0674* NAD 83(1986) POSITION- 39 44 58.     (N) 086 32 16.     (W)   SCALED
 KA0674* NAVD 88 ORTHO HEIGHT -   284.729 (meters)      934.15  (feet) POSTED
 KA0674  ______________________________________________________________________
 KA0674  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 KA0674  DYNAMIC HEIGHT  -        284.57  (meters)      933.6   (feet) COMP
 KA0674  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 KA0674
 KA0674  VERT ORDER      -  * POSTED, SEE BELOW
 KA0674
 KA0674.The horizontal coordinates were scaled from a map and have
 KA0674.an estimated accuracy of +/- 6 seconds.
 KA0674
 KA0674.The orthometric height was determined by differential leveling
 KA0674.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0674
 KA0674.* This is a POSTED BENCH MARK height.
 KA0674
 KA0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0674.GEOID18 height accuracy estimate available here.
 KA0674
 KA0674.Click photographs - Photos may exist for this station.
 KA0674
 KA0674.The dynamic height is computed by dividing the NAVD 88
 KA0674.geopotential number by the normal gravity value computed on the
 KA0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0674.degrees latitude (g = 980.6199 gals.).
 KA0674
 KA0674.The modeled gravity was interpolated from observed gravity values.
 KA0674
 KA0674;                    North         East    Units  Estimated Accuracy
 KA0674;SPC IN W     -   499,840.      946,760.      MT  (+/- 180 meters Scaled)
 KA0674
 KA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK395000(NAD 83)
 KA0674
 KA0674                          SUPERSEDED SURVEY CONTROL
 KA0674
 KA0674  NGVD 29 (??/??/92)  284.843  (m)          934.52   (f) ADJ UNCH    1 2
 KA0674
 KA0674.Superseded values are not recommended for survey control.
 KA0674
 KA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0674.See file dsdata.pdf to determine how the superseded data were derived.
 KA0674
 KA0674_MARKER: DB = BENCH MARK DISK
 KA0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0674_SP_SET: PIER
 KA0674_STAMPING: T 86 1946
 KA0674_MARK LOGO: CGS
 KA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0674
 KA0674  HISTORY     - Date     Condition        Report By
 KA0674  HISTORY     - 1946     MONUMENTED       CGS
 KA0674  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0674
 KA0674                          STATION DESCRIPTION
 KA0674
 KA0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0674'1 MI SW FROM DANVILLE.
 KA0674'ABOUT 1.0 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0674'THE STATION AT DANVILLE, 0.1 MILE EAST OF THE STATION AT NASH,
 KA0674'SET VERTICALLY IN THE SOUTH FACE OF THE NORTH CONCRETE PIER OF AN
 KA0674'OVERHEAD BRIDGE, 25 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KA0674'TRACK, 2.6 FEET ABOVE THE GROUND AND 1.4 FEET EAST OF THE WEST END
 KA0674'OF THE PIER.  A STANDARD DISK, STAMPED T 86 1946.
 KA0674
 KA0674                          STATION RECOVERY (1985)
 KA0674
 KA0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0674'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0808 ***********************************************************************
 LB0808  DESIGNATION -  T 87
 LB0808  PID         -  LB0808
 LB0808  STATE/COUNTY-  IN/MONTGOMERY
 LB0808  COUNTRY     -  US
 LB0808  USGS QUAD   -  DARLINGTON (2019)
 LB0808
 LB0808                         *CURRENT SURVEY CONTROL
 LB0808  ______________________________________________________________________
 LB0808* NAD 83(1986) POSITION- 40 06 43.     (N) 086 50 59.     (W)   SCALED
 LB0808* NAVD 88 ORTHO HEIGHT -   240.553 (meters)      789.21  (feet) ADJUSTED
 LB0808  ______________________________________________________________________
 LB0808  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 LB0808  DYNAMIC HEIGHT  -        240.425 (meters)      788.79  (feet) COMP
 LB0808  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LB0808
 LB0808  VERT ORDER      -  SECOND    CLASS 0
 LB0808
 LB0808.The horizontal coordinates were scaled from a map and have
 LB0808.an estimated accuracy of +/- 6 seconds.
 LB0808
 LB0808.The orthometric height was determined by differential leveling and
 LB0808.adjusted by the NATIONAL GEODETIC SURVEY
 LB0808.in June 1991.
 LB0808
 LB0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0808.GEOID18 height accuracy estimate available here.
 LB0808
 LB0808.Click photographs - Photos may exist for this station.
 LB0808
 LB0808.The dynamic height is computed by dividing the NAVD 88
 LB0808.geopotential number by the normal gravity value computed on the
 LB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0808.degrees latitude (g = 980.6199 gals.).
 LB0808
 LB0808.The modeled gravity was interpolated from observed gravity values.
 LB0808
 LB0808;                    North         East    Units  Estimated Accuracy
 LB0808;SPC IN W     -   539,970.      919,920.      MT  (+/- 180 meters Scaled)
 LB0808
 LB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK128401(NAD 83)
 LB0808
 LB0808                          SUPERSEDED SURVEY CONTROL
 LB0808
 LB0808  NGVD 29 (??/??/92)  240.643  (m)          789.51   (f) ADJ UNCH    2 0
 LB0808
 LB0808.Superseded values are not recommended for survey control.
 LB0808
 LB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0808.See file dsdata.pdf to determine how the superseded data were derived.
 LB0808
 LB0808_MARKER: DB = BENCH MARK DISK
 LB0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0808_STAMPING: T 87 1946
 LB0808_MARK LOGO: CGS
 LB0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0808+STABILITY: SURFACE MOTION
 LB0808
 LB0808  HISTORY     - Date     Condition        Report By
 LB0808  HISTORY     - 1946     MONUMENTED       CGS
 LB0808
 LB0808                          STATION DESCRIPTION
 LB0808
 LB0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0808'4.3 MI SE FROM CHERRY GROVE.
 LB0808'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0808'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 3.2 MILES EAST ALONG A
 LB0808'BLACK TOP ROAD LEADING TO DARLINGTON, ABOUT 400 FEET EAST OF A
 LB0808'RIGHT ANGLE CURVE IN THE BLACK TOP ROAD WITH TANGENTS EXTENDING
 LB0808'NORTH AND EAST AND A GRAVEL ROAD LEADING SOUTH, ABOUT 195 FEET
 LB0808'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING
 LB0808'SOUTHWEST AND JOINING THE GRAVEL ROAD LEADING SOUTH FROM THE
 LB0808'RIGHT ANGLE CURVE IN THE MAIN ROAD, ABOUT 205 FEET SOUTHWEST OF
 LB0808'THE SOUTHWEST CORNER OF A RED BARN, 26 FEET NORTH OF AND ABOUT
 LB0808'LEVEL WITH THE CENTER LINE OF THE MAIN ROAD, 12 FEET EAST OF THE
 LB0808'CENTER OF A DRIVE WAY LEADING TO THE BARN, 1 FOOT NORTH OF A
 LB0808'FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  MARK MAY BE
 LB0808'REACHED FROM THE PENNSYLVANIA RAILROAD STATION AT DARLINGTON
 LB0808'BY GOING ABOUT 1.0 MILE WEST AND NORTH ALONG A PAVED ROAD, THENCE
 LB0808'ABOUT 3.05 MILES WEST ALONG A BLACK TOP ROAD.  A BRONZE DISK IN
 LB0808'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0803 ***********************************************************************
 LB0803  DESIGNATION -  T 88
 LB0803  PID         -  LB0803
 LB0803  STATE/COUNTY-  IN/TIPPECANOE
 LB0803  COUNTRY     -  US
 LB0803  USGS QUAD   -  ROMNEY (2019)
 LB0803
 LB0803                         *CURRENT SURVEY CONTROL
 LB0803  ______________________________________________________________________
 LB0803* NAD 83(1986) POSITION- 40 15 31.     (N) 086 58 22.     (W)   SCALED
 LB0803* NAVD 88 ORTHO HEIGHT -   229.630 (meters)      753.38  (feet) ADJUSTED
 LB0803  ______________________________________________________________________
 LB0803  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 LB0803  DYNAMIC HEIGHT  -        229.514 (meters)      753.00  (feet) COMP
 LB0803  MODELED GRAVITY -    980,114.7   (mgal)                       NAVD 88
 LB0803
 LB0803  VERT ORDER      -  SECOND    CLASS 0
 LB0803
 LB0803.The horizontal coordinates were scaled from a map and have
 LB0803.an estimated accuracy of +/- 6 seconds.
 LB0803
 LB0803.The orthometric height was determined by differential leveling and
 LB0803.adjusted by the NATIONAL GEODETIC SURVEY
 LB0803.in June 1991.
 LB0803
 LB0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0803.GEOID18 height accuracy estimate available here.
 LB0803
 LB0803.Click photographs - Photos may exist for this station.
 LB0803
 LB0803.The dynamic height is computed by dividing the NAVD 88
 LB0803.geopotential number by the normal gravity value computed on the
 LB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0803.degrees latitude (g = 980.6199 gals.).
 LB0803
 LB0803.The modeled gravity was interpolated from observed gravity values.
 LB0803
 LB0803;                    North         East    Units  Estimated Accuracy
 LB0803;SPC IN W     -   556,240.      909,410.      MT  (+/- 180 meters Scaled)
 LB0803
 LB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK023564(NAD 83)
 LB0803
 LB0803                          SUPERSEDED SURVEY CONTROL
 LB0803
 LB0803  NGVD 29 (??/??/92)  229.714  (m)          753.65   (f) ADJ UNCH    2 0
 LB0803
 LB0803.Superseded values are not recommended for survey control.
 LB0803
 LB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0803.See file dsdata.pdf to determine how the superseded data were derived.
 LB0803
 LB0803_MARKER: DB = BENCH MARK DISK
 LB0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0803_SP_SET: CULVERT HEADWALL
 LB0803_STAMPING: T 88 1946
 LB0803_MARK LOGO: CGS
 LB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0803+STABILITY: SURFACE MOTION
 LB0803
 LB0803  HISTORY     - Date     Condition        Report By
 LB0803  HISTORY     - 1946     MONUMENTED       CGS
 LB0803  HISTORY     - 1966     GOOD             CGS
 LB0803
 LB0803                          STATION DESCRIPTION
 LB0803
 LB0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0803'3.6 MI W FROM ROMNEY.
 LB0803'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0803'WITH STATE HIGHWAY 43 AT ROMNEY, ABOUT 0.4 MILE EAST OF THE
 LB0803'INTERSECTION OF A GRAVEL ROAD NORTH AND A BLACK TOP ROAD SOUTH,
 LB0803'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF AN 18
 LB0803'INCH CORRUGATED PIPE CULVERT, 16 FEET SOUTH OF AND ABOUT LEVEL
 LB0803'WITH THE CENTER LINE OF THE HIGHWAY, AND 1.3 FEET EAST OF THE WEST
 LB0803'END OF THE HEAD WALL.  A STANDARD DISK, STAMPED T 88 1946.
 LB0803
 LB0803                          STATION RECOVERY (1966)
 LB0803
 LB0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0823 ***********************************************************************
 LB0823  DESIGNATION -  T 89
 LB0823  PID         -  LB0823
 LB0823  STATE/COUNTY-  IN/TIPPECANOE
 LB0823  COUNTRY     -  US
 LB0823  USGS QUAD   -  ROMNEY (2019)
 LB0823
 LB0823                         *CURRENT SURVEY CONTROL
 LB0823  ______________________________________________________________________
 LB0823* NAD 83(1986) POSITION- 40 19 29.     (N) 086 54 06.     (W)   SCALED
 LB0823* NAVD 88 ORTHO HEIGHT -   200.908 (meters)      659.15  (feet) ADJUSTED
 LB0823  ______________________________________________________________________
 LB0823  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 LB0823  DYNAMIC HEIGHT  -        200.808 (meters)      658.82  (feet) COMP
 LB0823  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 LB0823
 LB0823  VERT ORDER      -  SECOND    CLASS 0
 LB0823
 LB0823.The horizontal coordinates were scaled from a map and have
 LB0823.an estimated accuracy of +/- 6 seconds.
 LB0823
 LB0823.The orthometric height was determined by differential leveling and
 LB0823.adjusted by the NATIONAL GEODETIC SURVEY
 LB0823.in June 1991.
 LB0823
 LB0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0823.GEOID18 height accuracy estimate available here.
 LB0823
 LB0823.Click photographs - Photos may exist for this station.
 LB0823
 LB0823.The dynamic height is computed by dividing the NAVD 88
 LB0823.geopotential number by the normal gravity value computed on the
 LB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0823.degrees latitude (g = 980.6199 gals.).
 LB0823
 LB0823.The modeled gravity was interpolated from observed gravity values.
 LB0823
 LB0823;                    North         East    Units  Estimated Accuracy
 LB0823;SPC IN W     -   563,590.      915,440.      MT  (+/- 180 meters Scaled)
 LB0823
 LB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK083638(NAD 83)
 LB0823
 LB0823                          SUPERSEDED SURVEY CONTROL
 LB0823
 LB0823  NGVD 29 (??/??/92)  200.996  (m)          659.43   (f) ADJ UNCH    2 0
 LB0823
 LB0823.Superseded values are not recommended for survey control.
 LB0823
 LB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0823.See file dsdata.pdf to determine how the superseded data were derived.
 LB0823
 LB0823_MARKER: DB = BENCH MARK DISK
 LB0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0823_STAMPING: T 89 1946
 LB0823_MARK LOGO: CGS
 LB0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0823+STABILITY: SURFACE MOTION
 LB0823
 LB0823  HISTORY     - Date     Condition        Report By
 LB0823  HISTORY     - 1946     MONUMENTED       CGS
 LB0823  HISTORY     - 1966     GOOD             CGS
 LB0823
 LB0823                          STATION DESCRIPTION
 LB0823
 LB0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0823'5 MI N FROM ROMNEY.
 LB0823'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE POST
 LB0823'OFFICE AT ROMNEY, 0.15 MILE SOUTH OF A ROAD LEADING WEST, 115
 LB0823'FEET EAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 LB0823'BARN, 70 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE CENTER
 LB0823'OF A GATE LEADING TO THE BARN, 29 FEET EAST OF THE CENTER LINE
 LB0823'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF
 LB0823'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER
 LB0823'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 89 1946 AND
 LB0823'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0823'GROUND.
 LB0823
 LB0823                          STATION RECOVERY (1966)
 LB0823
 LB0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2100 ***********************************************************************
 JZ2100  DESIGNATION -  T 9
 JZ2100  PID         -  JZ2100
 JZ2100  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2100  COUNTRY     -  US
 JZ2100  USGS QUAD   -  AZALIA (2019)
 JZ2100
 JZ2100                         *CURRENT SURVEY CONTROL
 JZ2100  ______________________________________________________________________
 JZ2100* NAD 83(1986) POSITION- 39 05 33.38   (N) 085 50 52.02   (W)   HD_HELD1
 JZ2100* NAVD 88 ORTHO HEIGHT -   181.356 (meters)      595.00  (feet) ADJUSTED
 JZ2100  ______________________________________________________________________
 JZ2100  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JZ2100  DYNAMIC HEIGHT  -        181.243 (meters)      594.63  (feet) COMP
 JZ2100  MODELED GRAVITY -    980,003.0   (mgal)                       NAVD 88
 JZ2100
 JZ2100  VERT ORDER      -  FIRST     CLASS II
 JZ2100
 JZ2100.The horizontal coordinates were determined by differentially corrected
 JZ2100.hand held GPS observations or other comparable positioning techniques
 JZ2100.and have an estimated accuracy of +/- 3 meters.
 JZ2100
 JZ2100.The orthometric height was determined by differential leveling and
 JZ2100.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2100.in June 1991.
 JZ2100
 JZ2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2100.GEOID18 height accuracy estimate available here.
 JZ2100
 JZ2100.Click photographs - Photos may exist for this station.
 JZ2100
 JZ2100.The dynamic height is computed by dividing the NAVD 88
 JZ2100.geopotential number by the normal gravity value computed on the
 JZ2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2100.degrees latitude (g = 980.6199 gals.).
 JZ2100
 JZ2100.The modeled gravity was interpolated from observed gravity values.
 JZ2100
 JZ2100;                    North         East    Units  Estimated Accuracy
 JZ2100;SPC IN E     -   426,792.3      84,331.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2100
 JZ2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9964327685(NAD 83)
 JZ2100
 JZ2100                          SUPERSEDED SURVEY CONTROL
 JZ2100
 JZ2100  NGVD 29 (??/??/92)  181.477  (m)          595.40   (f) ADJ UNCH    1 2
 JZ2100
 JZ2100.Superseded values are not recommended for survey control.
 JZ2100
 JZ2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2100.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2100
 JZ2100_MARKER: DB = BENCH MARK DISK
 JZ2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2100_STAMPING: T 9 1930 595.396
 JZ2100_MARK LOGO: CGS
 JZ2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2100+STABILITY: SURFACE MOTION
 JZ2100
 JZ2100  HISTORY     - Date     Condition        Report By
 JZ2100  HISTORY     - 1930     MONUMENTED       CGS
 JZ2100  HISTORY     - 1947     GOOD             CGS
 JZ2100
 JZ2100                          STATION DESCRIPTION
 JZ2100
 JZ2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2100'AT AZALIA.
 JZ2100'AT AZALIA, ALONG THE ABANDONED RIGHT-OF-WAY OF THE INTERSTATE
 JZ2100'PUBLIC SERVICE CO. RAILWAY, ABOUT 80 YARDS WEST AND ACROSS A
 JZ2100'GRAVEL ROAD FROM THE SOUTHWEST CORNER OF THE BRICK SCHOOL HOUSE,
 JZ2100'69.5 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD,
 JZ2100'65.8 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL IMITATION BRICK
 JZ2100'HOUSE, 43.5 FEET NORTH OF THE PROLONGED CENTER LINE OF A BLACK
 JZ2100'TOP ROAD LEADING EAST, 28 FEET NORTH OF A FENCE CORNER, 30 FEET
 JZ2100'WEST OF THE CENTER OF THE OLD RAILROAD BED, 40.5 FEET
 JZ2100'NORTHWEST OF POWER POLE 825/2250, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2100'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ2100'IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1545 ***********************************************************************
 KA1545  DESIGNATION -  T 91
 KA1545  PID         -  KA1545
 KA1545  STATE/COUNTY-  IN/VERMILLION
 KA1545  COUNTRY     -  US
 KA1545  USGS QUAD   -  DANA (2019)
 KA1545
 KA1545                         *CURRENT SURVEY CONTROL
 KA1545  ______________________________________________________________________
 KA1545* NAD 83(1986) POSITION- 39 50 36.     (N) 087 23 08.     (W)   SCALED
 KA1545* NAVD 88 ORTHO HEIGHT -   151.867 (meters)      498.25  (feet) ADJUSTED
 KA1545  ______________________________________________________________________
 KA1545  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 KA1545  DYNAMIC HEIGHT  -        151.784 (meters)      497.98  (feet) COMP
 KA1545  MODELED GRAVITY -    980,077.6   (mgal)                       NAVD 88
 KA1545
 KA1545  VERT ORDER      -  SECOND    CLASS 0
 KA1545
 KA1545.The horizontal coordinates were scaled from a map and have
 KA1545.an estimated accuracy of +/- 6 seconds.
 KA1545
 KA1545.The orthometric height was determined by differential leveling and
 KA1545.adjusted by the NATIONAL GEODETIC SURVEY
 KA1545.in June 1991.
 KA1545
 KA1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1545.GEOID18 height accuracy estimate available here.
 KA1545
 KA1545.Click photographs - Photos may exist for this station.
 KA1545
 KA1545.The dynamic height is computed by dividing the NAVD 88
 KA1545.geopotential number by the normal gravity value computed on the
 KA1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1545.degrees latitude (g = 980.6199 gals.).
 KA1545
 KA1545.The modeled gravity was interpolated from observed gravity values.
 KA1545
 KA1545;                    North         East    Units  Estimated Accuracy
 KA1545;SPC IN W     -   510,170.      874,130.      MT  (+/- 180 meters Scaled)
 KA1545
 KA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK670104(NAD 83)
 KA1545
 KA1545                          SUPERSEDED SURVEY CONTROL
 KA1545
 KA1545  NGVD 29 (??/??/92)  151.956  (m)          498.54   (f) ADJ UNCH    2 0
 KA1545
 KA1545.Superseded values are not recommended for survey control.
 KA1545
 KA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1545.See file dsdata.pdf to determine how the superseded data were derived.
 KA1545
 KA1545_MARKER: DB = BENCH MARK DISK
 KA1545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1545_SP_SET: BRIDGE
 KA1545_STAMPING: T 91 1938
 KA1545_MARK LOGO: CGS
 KA1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1545
 KA1545  HISTORY     - Date     Condition        Report By
 KA1545  HISTORY     - 1938     MONUMENTED       CGS
 KA1545  HISTORY     - 1955     POOR             CGS
 KA1545  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1545
 KA1545                          STATION DESCRIPTION
 KA1545
 KA1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KA1545'3.3 MI N FROM MONTEZUMA.
 KA1545'3.1 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1545'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, 3.3 MILES NORTH
 KA1545'OF MONTEZUMA, 17 YARDS NORTHEAST OF MILEPOST 150, 12 YARDS SOUTH
 KA1545'OF A ROAD CROSSING, 35 YARDS EAST OF A 40-INCH SYCAMORE TREE, 20
 KA1545'FEET SOUTHWEST OF A POLE, AT BRIDGE 150.0, ON THE EAST END OF THE
 KA1545'NORTH HEADWALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 KA1545'STANDARD DISK, STAMPED T 91 1938.  NOTE-- THE TRACK HAS BEEN
 KA1545'RAISED AT THIS POINT AND THE HEADWALL CONTAINING THE MARK HAS
 KA1545'BEEN RAISED APPROXIMATELY 2 FEET.  THE MARK SHOWS NO SIGN OF
 KA1545'HAVING BEEN DISTURBED.  USE WITH CAUTION.
 KA1545
 KA1545                          STATION RECOVERY (1986)
 KA1545
 KA1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2117 ***********************************************************************
 JZ2117  DESIGNATION -  T 92
 JZ2117  PID         -  JZ2117
 JZ2117  STATE/COUNTY-  IN/JENNINGS
 JZ2117  COUNTRY     -  US
 JZ2117  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2117
 JZ2117                         *CURRENT SURVEY CONTROL
 JZ2117  ______________________________________________________________________
 JZ2117* NAD 83(1986) POSITION- 39 00 56.     (N) 085 34 43.     (W)   SCALED
 JZ2117* NAVD 88 ORTHO HEIGHT -   228.104 (meters)      748.37  (feet) POSTED
 JZ2117  ______________________________________________________________________
 JZ2117  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 JZ2117  DYNAMIC HEIGHT  -        227.96  (meters)      747.9   (feet) COMP
 JZ2117  MODELED GRAVITY -    979,981.1   (mgal)                       NAVD 88
 JZ2117
 JZ2117  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2117
 JZ2117.The horizontal coordinates were scaled from a map and have
 JZ2117.an estimated accuracy of +/- 6 seconds.
 JZ2117
 JZ2117.The orthometric height was determined by differential leveling
 JZ2117.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2117
 JZ2117.* This is a POSTED BENCH MARK height.
 JZ2117
 JZ2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2117.GEOID18 height accuracy estimate available here.
 JZ2117
 JZ2117.Click photographs - Photos may exist for this station.
 JZ2117
 JZ2117.The dynamic height is computed by dividing the NAVD 88
 JZ2117.geopotential number by the normal gravity value computed on the
 JZ2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2117.degrees latitude (g = 980.6199 gals.).
 JZ2117
 JZ2117.The modeled gravity was interpolated from observed gravity values.
 JZ2117
 JZ2117;                    North         East    Units  Estimated Accuracy
 JZ2117;SPC IN E     -   418,230.      107,630.      MT  (+/- 180 meters Scaled)
 JZ2117
 JZ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ230194(NAD 83)
 JZ2117
 JZ2117                          SUPERSEDED SURVEY CONTROL
 JZ2117
 JZ2117  NGVD 29 (??/??/92)  228.225  (m)          748.77   (f) ADJ UNCH    1 2
 JZ2117
 JZ2117.Superseded values are not recommended for survey control.
 JZ2117
 JZ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2117.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2117
 JZ2117_MARKER: DB = BENCH MARK DISK
 JZ2117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2117_SP_SET: BRIDGE
 JZ2117_STAMPING: T 92 1938
 JZ2117_MARK LOGO: CGS
 JZ2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2117
 JZ2117  HISTORY     - Date     Condition        Report By
 JZ2117  HISTORY     - 1938     MONUMENTED       CGS
 JZ2117  HISTORY     - 1979     GOOD             DOD
 JZ2117
 JZ2117                          STATION DESCRIPTION
 JZ2117
 JZ2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2117'2.8 MI E FROM NORTH VERNON.
 JZ2117'2.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2117'STATION AT NORTH VERNON, JENNINGS COUNTY, AT A ROAD CROSSING, 50
 JZ2117'FEET SOUTH OF THE SOUTH RAIL, 12 FEET WEST OF THE CENTERLINE OF
 JZ2117'THE ROAD, 30 FEET SOUTH OF POLE 69/18, AT A BRIDGE OVER A SMALL
 JZ2117'STREAM, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, AND LEVEL
 JZ2117'WITH THE ROAD.  A STANDARD DISK, STAMPED T 92 1938.
 JZ2117
 JZ2117                          STATION RECOVERY (1979)
 JZ2117
 JZ2117'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1889 ***********************************************************************
 JZ1889  DESIGNATION -  T 93
 JZ1889  PID         -  JZ1889
 JZ1889  STATE/COUNTY-  IN/RIPLEY
 JZ1889  COUNTRY     -  US
 JZ1889  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1889
 JZ1889                         *CURRENT SURVEY CONTROL
 JZ1889  ______________________________________________________________________
 JZ1889* NAD 83(1986) POSITION- 39 08 20.90   (N) 085 14 03.64   (W)   HD_HELD1
 JZ1889* NAVD 88 ORTHO HEIGHT -   288.982 (meters)      948.10  (feet) POSTED
 JZ1889  ______________________________________________________________________
 JZ1889  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 JZ1889  DYNAMIC HEIGHT  -        288.80  (meters)      947.5   (feet) COMP
 JZ1889  MODELED GRAVITY -    979,977.8   (mgal)                       NAVD 88
 JZ1889
 JZ1889  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1889
 JZ1889.The horizontal coordinates were determined by differentially corrected
 JZ1889.hand held GPS observations or other comparable positioning techniques
 JZ1889.and have an estimated accuracy of +/- 3 meters.
 JZ1889
 JZ1889.The orthometric height was determined by differential leveling
 JZ1889.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1889
 JZ1889.* This is a POSTED BENCH MARK height.
 JZ1889
 JZ1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1889.GEOID18 height accuracy estimate available here.
 JZ1889
 JZ1889.Click photographs - Photos may exist for this station.
 JZ1889
 JZ1889.The dynamic height is computed by dividing the NAVD 88
 JZ1889.geopotential number by the normal gravity value computed on the
 JZ1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1889.degrees latitude (g = 980.6199 gals.).
 JZ1889
 JZ1889.The modeled gravity was interpolated from observed gravity values.
 JZ1889
 JZ1889;                    North         East    Units  Estimated Accuracy
 JZ1889;SPC IN E     -   432,031.5     137,375.9     MT  (+/- 3 meters HH1 GPS) 
 JZ1889
 JZ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5259633701(NAD 83)
 JZ1889
 JZ1889                          SUPERSEDED SURVEY CONTROL
 JZ1889
 JZ1889  NGVD 29 (??/??/92)  289.132  (m)          948.59   (f) ADJ UNCH    1 2
 JZ1889
 JZ1889.Superseded values are not recommended for survey control.
 JZ1889
 JZ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1889.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1889
 JZ1889_MARKER: DB = BENCH MARK DISK
 JZ1889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1889_SP_SET: PIER FOUNDATION
 JZ1889_STAMPING: T 93 1938
 JZ1889_MARK LOGO: CGS
 JZ1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1889
 JZ1889  HISTORY     - Date     Condition        Report By
 JZ1889  HISTORY     - 1938     MONUMENTED       CGS
 JZ1889  HISTORY     - 1961     MARK NOT FOUND   CGS
 JZ1889
 JZ1889                          STATION DESCRIPTION
 JZ1889
 JZ1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1889'3.6 MI E FROM OSGOOD.
 JZ1889'3.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1889'STATION AT OSGOOD, RIPLEY COUNTY, 16 RAILS EAST OF OVERPASS
 JZ1889'48.36, AT UNDERPASS 48.22, IN THE TOP OF THE NORTH CONCRETE
 JZ1889'FOUNDATION SUPPORTING TWO BRICK PIERS, 3 FEET EAST OF THE WEST
 JZ1889'END, DIRECTLY SOUTH OF THE CENTER OF THE WEST BRICK PIER, 31
 JZ1889'FEET NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET HIGHER THAN THE
 JZ1889'TRACK.  A STANDARD DISK, STAMPED T 93 1938.  NOTE-- UNDERPASS
 JZ1889'GONE, PROBABLY GONE.
 JZ1889
 JZ1889                          STATION RECOVERY (1961)
 JZ1889
 JZ1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JZ1889'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0925 ***********************************************************************
 LB0925  DESIGNATION -  T 94
 LB0925  PID         -  LB0925
 LB0925  STATE/COUNTY-  IN/TIPPECANOE
 LB0925  COUNTRY     -  US
 LB0925  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0925
 LB0925                         *CURRENT SURVEY CONTROL
 LB0925  ______________________________________________________________________
 LB0925* NAD 83(1986) POSITION- 40 23 50.     (N) 086 48 34.     (W)   SCALED
 LB0925* NAVD 88 ORTHO HEIGHT -   201.333 (meters)      660.54  (feet) ADJUSTED
 LB0925  ______________________________________________________________________
 LB0925  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 LB0925  DYNAMIC HEIGHT  -        201.232 (meters)      660.21  (feet) COMP
 LB0925  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 LB0925
 LB0925  VERT ORDER      -  SECOND    CLASS 0
 LB0925
 LB0925.The horizontal coordinates were scaled from a map and have
 LB0925.an estimated accuracy of +/- 6 seconds.
 LB0925
 LB0925.The orthometric height was determined by differential leveling and
 LB0925.adjusted by the NATIONAL GEODETIC SURVEY
 LB0925.in June 1991.
 LB0925
 LB0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0925.GEOID18 height accuracy estimate available here.
 LB0925
 LB0925.Click photographs - Photos may exist for this station.
 LB0925
 LB0925.The dynamic height is computed by dividing the NAVD 88
 LB0925.geopotential number by the normal gravity value computed on the
 LB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0925.degrees latitude (g = 980.6199 gals.).
 LB0925
 LB0925.The modeled gravity was interpolated from observed gravity values.
 LB0925
 LB0925;                    North         East    Units  Estimated Accuracy
 LB0925;SPC IN W     -   571,660.      923,250.      MT  (+/- 180 meters Scaled)
 LB0925
 LB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK161718(NAD 83)
 LB0925
 LB0925                          SUPERSEDED SURVEY CONTROL
 LB0925
 LB0925  NGVD 29 (??/??/92)  201.438  (m)          660.88   (f) ADJ UNCH    2 0
 LB0925
 LB0925.Superseded values are not recommended for survey control.
 LB0925
 LB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0925.See file dsdata.pdf to determine how the superseded data were derived.
 LB0925
 LB0925_MARKER: DB = BENCH MARK DISK
 LB0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0925_STAMPING: T 94 1946
 LB0925_MARK LOGO: CGS
 LB0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0925+STABILITY: SURFACE MOTION
 LB0925
 LB0925  HISTORY     - Date     Condition        Report By
 LB0925  HISTORY     - 1946     MONUMENTED       CGS
 LB0925  HISTORY     - 1965     GOOD             CGS
 LB0925
 LB0925                          STATION DESCRIPTION
 LB0925
 LB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0925'2.2 MI W FROM DAYTON.
 LB0925'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 38 FROM MAIN INTERSECTION
 LB0925'IN DAYTON, THENCE NORTH 1.54 MILE ALONG 400 EAST ROAD, 0.34 MILE
 LB0925'NORTH OF MAIN ENTRANCE TO HALSMER AIR PORT, 45 FEET SOUTHWEST
 LB0925'OF THE SOUTHWEST CORNER OF A 2-STORY WHITE HOUSE, 25 FEET EAST
 LB0925'OF THE CENTER-LINE OF THE ROAD, 38 FEET NORTH OF THE CENTER-LINE
 LB0925'OF DRIVEWAY AND ROAD TO NORTH END OF AIR FIELD, AND ABOUT LEVEL
 LB0925'WITH THE ROAD.  A STANDARD DISK STAMPED T 94 1946 AND SET IN THE
 LB0925'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 LB0925
 LB0925                          STATION RECOVERY (1965)
 LB0925
 LB0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1655 ***********************************************************************
 LB1655  DESIGNATION -  T 95
 LB1655  PID         -  LB1655
 LB1655  STATE/COUNTY-  IN/FOUNTAIN
 LB1655  COUNTRY     -  US
 LB1655  USGS QUAD   -  ATTICA (2019)
 LB1655
 LB1655                         *CURRENT SURVEY CONTROL
 LB1655  ______________________________________________________________________
 LB1655* NAD 83(1986) POSITION- 40 18 05.     (N) 087 14 17.     (W)   SCALED
 LB1655* NAVD 88 ORTHO HEIGHT -   165.567 (meters)      543.20  (feet) ADJUSTED
 LB1655  ______________________________________________________________________
 LB1655  GEOID HEIGHT    -        -33.295 (meters)                     GEOID18
 LB1655  DYNAMIC HEIGHT  -        165.483 (meters)      542.92  (feet) COMP
 LB1655  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 LB1655
 LB1655  VERT ORDER      -  SECOND    CLASS 0
 LB1655
 LB1655.The horizontal coordinates were scaled from a map and have
 LB1655.an estimated accuracy of +/- 6 seconds.
 LB1655
 LB1655.The orthometric height was determined by differential leveling and
 LB1655.adjusted by the NATIONAL GEODETIC SURVEY
 LB1655.in June 1991.
 LB1655
 LB1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1655.GEOID18 height accuracy estimate available here.
 LB1655
 LB1655.Click photographs - Photos may exist for this station.
 LB1655
 LB1655.The dynamic height is computed by dividing the NAVD 88
 LB1655.geopotential number by the normal gravity value computed on the
 LB1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1655.degrees latitude (g = 980.6199 gals.).
 LB1655
 LB1655.The modeled gravity was interpolated from observed gravity values.
 LB1655
 LB1655;                    North         East    Units  Estimated Accuracy
 LB1655;SPC IN W     -   560,990.      886,850.      MT  (+/- 180 meters Scaled)
 LB1655
 LB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK797612(NAD 83)
 LB1655
 LB1655                          SUPERSEDED SURVEY CONTROL
 LB1655
 LB1655  NGVD 29 (??/??/92)  165.637  (m)          543.43   (f) ADJ UNCH    2 0
 LB1655
 LB1655.Superseded values are not recommended for survey control.
 LB1655
 LB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1655.See file dsdata.pdf to determine how the superseded data were derived.
 LB1655
 LB1655_MARKER: DB = BENCH MARK DISK
 LB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1655_STAMPING: T 95 1946
 LB1655_MARK LOGO: CGS
 LB1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1655+STABILITY: SURFACE MOTION
 LB1655
 LB1655  HISTORY     - Date     Condition        Report By
 LB1655  HISTORY     - 1946     MONUMENTED       CGS
 LB1655
 LB1655                          STATION DESCRIPTION
 LB1655
 LB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1655'0.4 MI NE FROM ATTICA.
 LB1655'ABOUT 0.4 MILE NORTHEAST ALONG A PAVED ROAD FROM THE WABASH
 LB1655'RAILROAD STATION AT ATTICA, AT A PRIVATE ROAD CROSSING THE
 LB1655'RAILROAD, 48 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 LB1655'TRACK, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 LB1655'26.5 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 2 FEET
 LB1655'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE
 LB1655'THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED T 95 1946 AND
 LB1655'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LB1655'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0733 ***********************************************************************
 LB0733  DESIGNATION -  T 96
 LB0733  PID         -  LB0733
 LB0733  STATE/COUNTY-  IN/TIPPECANOE
 LB0733  COUNTRY     -  US
 LB0733  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0733
 LB0733                         *CURRENT SURVEY CONTROL
 LB0733  ______________________________________________________________________
 LB0733* NAD 83(1986) POSITION- 40 22 30.     (N) 086 51 25.     (W)   SCALED
 LB0733* NAVD 88 ORTHO HEIGHT -   197.441 (meters)      647.77  (feet) ADJUSTED
 LB0733  ______________________________________________________________________
 LB0733  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 LB0733  DYNAMIC HEIGHT  -        197.343 (meters)      647.45  (feet) COMP
 LB0733  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 LB0733
 LB0733  VERT ORDER      -  SECOND    CLASS 0
 LB0733
 LB0733.The horizontal coordinates were scaled from a map and have
 LB0733.an estimated accuracy of +/- 6 seconds.
 LB0733
 LB0733.The orthometric height was determined by differential leveling and
 LB0733.adjusted by the NATIONAL GEODETIC SURVEY
 LB0733.in June 1991.
 LB0733
 LB0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0733.GEOID18 height accuracy estimate available here.
 LB0733
 LB0733.Click photographs - Photos may exist for this station.
 LB0733
 LB0733.The dynamic height is computed by dividing the NAVD 88
 LB0733.geopotential number by the normal gravity value computed on the
 LB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0733.degrees latitude (g = 980.6199 gals.).
 LB0733
 LB0733.The modeled gravity was interpolated from observed gravity values.
 LB0733
 LB0733;                    North         East    Units  Estimated Accuracy
 LB0733;SPC IN W     -   569,180.      919,230.      MT  (+/- 180 meters Scaled)
 LB0733
 LB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK121693(NAD 83)
 LB0733
 LB0733                          SUPERSEDED SURVEY CONTROL
 LB0733
 LB0733  NGVD 29 (??/??/92)  197.545  (m)          648.11   (f) ADJ UNCH    2 0
 LB0733
 LB0733.Superseded values are not recommended for survey control.
 LB0733
 LB0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0733.See file dsdata.pdf to determine how the superseded data were derived.
 LB0733
 LB0733_MARKER: DB = BENCH MARK DISK
 LB0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0733_STAMPING: T 96 1946
 LB0733_MARK LOGO: CGS
 LB0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0733+STABILITY: SURFACE MOTION
 LB0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0733+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2010
 LB0733
 LB0733  HISTORY     - Date     Condition        Report By
 LB0733  HISTORY     - 1946     MONUMENTED       CGS
 LB0733  HISTORY     - 1966     GOOD             CGS
 LB0733  HISTORY     - 20100119 GOOD             INDIV
 LB0733  HISTORY     - 20190716 MARK NOT FOUND   PICI
 LB0733
 LB0733                          STATION DESCRIPTION
 LB0733
 LB0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0733'4.7 MI SE FROM LA FAYETTE.
 LB0733'ABOUT 4.7 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 LB0733'LOUIS RAILROAD FROM THE STATION AT LA FAYETTE, AT THE CROSSING
 LB0733'OF A NORTH-SOUTH PAVED ROAD, 46 FEET SOUTH OF THE SOUTH RAIL
 LB0733'OF THE TRACK, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 7
 LB0733'FEET WEST OF POWER POLE NUMBER 34-063, 2 FEET WEST OF A WHITE
 LB0733'WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE
 LB0733'CROSSING.  A STANDARD DISK, STAMPED T 96 1946 AND SET IN THE TOP OF
 LB0733'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0733
 LB0733                          STATION RECOVERY (1966)
 LB0733
 LB0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0733'RECOVERED IN GOOD CONDITION.
 LB0733
 LB0733                          STATION RECOVERY (2010)
 LB0733
 LB0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (PJC)
 LB0733'RECOVERED AS DESCRIBED IN GOOD CONDITION
 LB0733
 LB0733                          STATION RECOVERY (2019)
 LB0733
 LB0733'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2019 (ER)
 LB0733'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1540 ***********************************************************************
 LB1540  DESIGNATION -  T 97 RESET
 LB1540  PID         -  LB1540
 LB1540  STATE/COUNTY-  IN/FOUNTAIN
 LB1540  COUNTRY     -  US
 LB1540  USGS QUAD   -  MELLOTT (2019)
 LB1540
 LB1540                         *CURRENT SURVEY CONTROL
 LB1540  ______________________________________________________________________
 LB1540* NAD 83(1986) POSITION- 40 11 59.     (N) 087 14 35.     (W)   SCALED
 LB1540* NAVD 88 ORTHO HEIGHT -   194.43  (meters)      637.9   (feet) RESET
 LB1540  ______________________________________________________________________
 LB1540  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 LB1540  VERT ORDER      -  THIRD
 LB1540
 LB1540.The horizontal coordinates were scaled from a map and have
 LB1540.an estimated accuracy of +/- 6 seconds.
 LB1540
 LB1540.The orthometric height was computed from unverified reset data.
 LB1540
 LB1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1540.GEOID18 height accuracy estimate available here.
 LB1540
 LB1540.Click photographs - Photos may exist for this station.
 LB1540
 LB1540;                    North         East    Units  Estimated Accuracy
 LB1540;SPC IN W     -   549,710.      886,400.      MT  (+/- 180 meters Scaled)
 LB1540
 LB1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793499(NAD 83)
 LB1540
 LB1540                          SUPERSEDED SURVEY CONTROL
 LB1540
 LB1540  NGVD 29 (??/??/??)  194.51   (m)          638.2    (f) RESET       3  
 LB1540
 LB1540.Superseded values are not recommended for survey control.
 LB1540
 LB1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1540.See file dsdata.pdf to determine how the superseded data were derived.
 LB1540
 LB1540_MARKER: DB = BENCH MARK DISK
 LB1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1540_SP_SET: BRIDGE
 LB1540_STAMPING: T 97 RESET 1967
 LB1540_MARK LOGO: CGS
 LB1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1540
 LB1540  HISTORY     - Date     Condition        Report By
 LB1540  HISTORY     - 1967     MONUMENTED       INHD
 LB1540  HISTORY     - 1968     GOOD             CGS
 LB1540
 LB1540                          STATION DESCRIPTION
 LB1540
 LB1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB1540'2.5 MI S FROM ROB ROY.
 LB1540'ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1540'WITH STATE HIGHWAY 55 AT ROB ROY, 0.25 MILE SOUTH OF A SHELL
 LB1540'SERVICE STATION ON THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP
 LB1540'OF WINGWALL AT THE SOUTHWEST CORNER OF THE BRIDGE, 23.5 FEET
 LB1540'LEFT OF THE CENTER LINE AT HIGHWAY STATION 364 + 10.2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1667 ***********************************************************************
 LB1667  DESIGNATION -  T 98
 LB1667  PID         -  LB1667
 LB1667  STATE/COUNTY-  IN/WARREN
 LB1667  COUNTRY     -  US
 LB1667  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1667
 LB1667                         *CURRENT SURVEY CONTROL
 LB1667  ______________________________________________________________________
 LB1667* NAD 83(1986) POSITION- 40 16 48.     (N) 087 21 42.     (W)   SCALED
 LB1667* NAVD 88 ORTHO HEIGHT -   215.874 (meters)      708.25  (feet) ADJUSTED
 LB1667  ______________________________________________________________________
 LB1667  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 LB1667  DYNAMIC HEIGHT  -        215.765 (meters)      707.89  (feet) COMP
 LB1667  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB1667
 LB1667  VERT ORDER      -  SECOND    CLASS 0
 LB1667
 LB1667.The horizontal coordinates were scaled from a map and have
 LB1667.an estimated accuracy of +/- 6 seconds.
 LB1667
 LB1667.The orthometric height was determined by differential leveling and
 LB1667.adjusted by the NATIONAL GEODETIC SURVEY
 LB1667.in June 1991.
 LB1667
 LB1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1667.GEOID18 height accuracy estimate available here.
 LB1667
 LB1667.Click photographs - Photos may exist for this station.
 LB1667
 LB1667.The dynamic height is computed by dividing the NAVD 88
 LB1667.geopotential number by the normal gravity value computed on the
 LB1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1667.degrees latitude (g = 980.6199 gals.).
 LB1667
 LB1667.The modeled gravity was interpolated from observed gravity values.
 LB1667
 LB1667;                    North         East    Units  Estimated Accuracy
 LB1667;SPC IN W     -   558,640.      876,330.      MT  (+/- 180 meters Scaled)
 LB1667
 LB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK692588(NAD 83)
 LB1667
 LB1667                          SUPERSEDED SURVEY CONTROL
 LB1667
 LB1667  NGVD 29 (??/??/92)  215.928  (m)          708.42   (f) ADJ UNCH    2 0
 LB1667
 LB1667.Superseded values are not recommended for survey control.
 LB1667
 LB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1667.See file dsdata.pdf to determine how the superseded data were derived.
 LB1667
 LB1667_MARKER: DB = BENCH MARK DISK
 LB1667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1667_SP_SET: CULVERT HEADWALL
 LB1667_STAMPING: T 98 1946
 LB1667_MARK LOGO: CGS
 LB1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1667+STABILITY: SURFACE MOTION
 LB1667
 LB1667  HISTORY     - Date     Condition        Report By
 LB1667  HISTORY     - 1946     MONUMENTED       CGS
 LB1667
 LB1667                          STATION DESCRIPTION
 LB1667
 LB1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1667'1.8 MI NE FROM WEST LEBANON.
 LB1667'ABOUT 0.5 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1667'AT WEST LEBANON, THENCE ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY
 LB1667'28, SET IN THE WEST END OF THE NORTH HEAD WALL OF A 14 INCH
 LB1667'CONCRETE CULVERT, 21 FEET WEST OF THE HEADWALL OF A CULVERT
 LB1667'UNDER A ROAD LEADING TO A CULTIVATED FIELD, 105 FEET WEST OF THE
 LB1667'CENTER LINE OF A GRAVEL ROAD LEADING NORTH, 20 FEET NORTH OF THE
 LB1667'CENTER LINE OF THE HIGHWAY, AND ABOUT 0.5 FOOT BELOW THE HIGHWAY.
 LB1667'A STANDARD DISK, STAMPED T 98 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1573 ***********************************************************************
 LB1573  DESIGNATION -  T 99
 LB1573  PID         -  LB1573
 LB1573  STATE/COUNTY-  IN/WARREN
 LB1573  COUNTRY     -  US
 LB1573  USGS QUAD   -  COVINGTON (2019)
 LB1573
 LB1573                         *CURRENT SURVEY CONTROL
 LB1573  ______________________________________________________________________
 LB1573* NAD 83(1986) POSITION- 40 13 07.     (N) 087 23 29.     (W)   SCALED
 LB1573* NAVD 88 ORTHO HEIGHT -   171.936 (meters)      564.09  (feet) ADJUSTED
 LB1573  ______________________________________________________________________
 LB1573  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 LB1573  DYNAMIC HEIGHT  -        171.849 (meters)      563.81  (feet) COMP
 LB1573  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 LB1573
 LB1573  VERT ORDER      -  SECOND    CLASS 0
 LB1573
 LB1573.The horizontal coordinates were scaled from a map and have
 LB1573.an estimated accuracy of +/- 6 seconds.
 LB1573
 LB1573.The orthometric height was determined by differential leveling and
 LB1573.adjusted by the NATIONAL GEODETIC SURVEY
 LB1573.in June 1991.
 LB1573
 LB1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1573.GEOID18 height accuracy estimate available here.
 LB1573
 LB1573.Click photographs - Photos may exist for this station.
 LB1573
 LB1573.The dynamic height is computed by dividing the NAVD 88
 LB1573.geopotential number by the normal gravity value computed on the
 LB1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1573.degrees latitude (g = 980.6199 gals.).
 LB1573
 LB1573.The modeled gravity was interpolated from observed gravity values.
 LB1573
 LB1573;                    North         East    Units  Estimated Accuracy
 LB1573;SPC IN W     -   551,840.      873,780.      MT  (+/- 180 meters Scaled)
 LB1573
 LB1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666520(NAD 83)
 LB1573
 LB1573                          SUPERSEDED SURVEY CONTROL
 LB1573
 LB1573  NGVD 29 (??/??/92)  171.990  (m)          564.27   (f) ADJ UNCH    2 0
 LB1573
 LB1573.Superseded values are not recommended for survey control.
 LB1573
 LB1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1573.See file dsdata.pdf to determine how the superseded data were derived.
 LB1573
 LB1573_MARKER: DB = BENCH MARK DISK
 LB1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1573_STAMPING: T 99 1946
 LB1573_MARK LOGO: CGS
 LB1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1573+STABILITY: SURFACE MOTION
 LB1573
 LB1573  HISTORY     - Date     Condition        Report By
 LB1573  HISTORY     - 1946     MONUMENTED       CGS
 LB1573  HISTORY     - 20051103 MARK NOT FOUND   INDOT
 LB1573
 LB1573                          STATION DESCRIPTION
 LB1573
 LB1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1573'3.7 MI SW FROM WEST LEBANON.
 LB1573'ABOT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE POST
 LB1573'OFFICE AT WEST LEBANON, ABOUT 150 FEET NORTH OF A TWO STORY
 LB1573'WHITE HOUSE, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1573'14 FEET NORTH OF THE CENTER LINE OF A GATE, 24 FEET NORTHEAST
 LB1573'OF THE NORTHEAST CORNER OF THE NORTH HEAD WALL OF A 12 INCH
 LB1573'PIPE CULVERT, 1 FOOT WEST OF A FENCE, AND ABOUT 0.5 FOOT BELOW
 LB1573'THE HIGHWAY.  A STANDARD DISK, STAMPED T 99 1946 AND SET IN THE
 LB1573'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1573
 LB1573                          STATION RECOVERY (2005)
 LB1573
 LB1573'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2240 ***********************************************************************
 LB2240  DESIGNATION -  TAB
 LB2240  PID         -  LB2240
 LB2240  STATE/COUNTY-  IN/WARREN
 LB2240  COUNTRY     -  US
 LB2240  USGS QUAD   -  TAB (2019)
 LB2240
 LB2240                         *CURRENT SURVEY CONTROL
 LB2240  ______________________________________________________________________
 LB2240* NAD 83(1997) POSITION- 40 27 42.84876(N) 087 27 12.41376(W)   ADJUSTED
 LB2240* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LB2240  ______________________________________________________________________
 LB2240  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 LB2240  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 LB2240  HORZ ORDER      -  THIRD
 LB2240
 LB2240.The horizontal coordinates were established by classical geodetic methods
 LB2240.and adjusted by the National Geodetic Survey in May 1999.
 LB2240
 LB2240.The orthometric height was scaled from a topographic map.
 LB2240
 LB2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2240.GEOID18 height accuracy estimate available here.
 LB2240
 LB2240.Click photographs - Photos may exist for this station.
 LB2240
 LB2240.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2240
 LB2240. The following values were computed from the NAD 83(1997) position.
 LB2240
 LB2240;                    North         East     Units Scale Factor Converg.
 LB2240;SPC IN W     -   578,870.941   868,609.455   MT  0.99997879   -0 14 24.7
 LB2240;SPC IN W     - 1,899,179.08  2,849,762.85   sFT  0.99997879   -0 14 24.7
 LB2240;UTM  16      - 4,479,124.645   461,555.789   MT  0.99961819   -0 17 39.4
 LB2240
 LB2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2240!SPC IN W     -   0.99996709  x   0.99997879  =   0.99994588
 LB2240!UTM  16      -   0.99996709  x   0.99961819  =   0.99958529
 LB2240
 LB2240:                Primary Azimuth Mark                     Grid Az
 LB2240:SPC IN W     -  TAB AZ MK                                272 10 21.4
 LB2240:UTM  16      -  TAB AZ MK                                272 13 36.1
 LB2240
 LB2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6155579124(NAD 83)
 LB2240
 LB2240|---------------------------------------------------------------------|
 LB2240| PID    Reference Object                     Distance      Geod. Az  |
 LB2240|                                                           dddmmss.s |
 LB2240| CM4669 TAB RM 1                             17.310 METERS 00618     |
 LB2240| CM4670 TAB RM 2                              9.755 METERS 26816     |
 LB2240| CM4668 TAB AZ MK                                          2715556.7 |
 LB2240|---------------------------------------------------------------------|
 LB2240
 LB2240                          SUPERSEDED SURVEY CONTROL
 LB2240
 LB2240  NAD 83(1986)-  40 27 42.85723(N)    087 27 12.42229(W) AD(       ) 3
 LB2240  NAD 27      -  40 27 42.72140(N)    087 27 12.37620(W) AD(       ) 3
 LB2240
 LB2240.Superseded values are not recommended for survey control.
 LB2240
 LB2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2240.See file dsdata.pdf to determine how the superseded data were derived.
 LB2240
 LB2240_MARKER: DS = TRIANGULATION STATION DISK
 LB2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2240_STAMPING: TAB 1955
 LB2240_MARK LOGO: CGS
 LB2240_PROJECTION: FLUSH
 LB2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2240+STABILITY: SURFACE MOTION
 LB2240
 LB2240  HISTORY     - Date     Condition        Report By
 LB2240  HISTORY     - 1955     MONUMENTED       CGS
 LB2240
 LB2240                          STATION DESCRIPTION
 LB2240
 LB2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2240'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BOSWELL AND 4 MILES
 LB2240'EAST OF THE ILLINOIS-INDIANA STATE LINE, ON HIGHWAY RIGHT-OF-WAY.
 LB2240'IT IS 203 FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 26 WITH A
 LB2240'GRAVEL CROSSROAD, 25 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6
 LB2240'FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.
 LB2240'THE MARK IS FLUSH AND THE DISK IS STAMPED TAB 1955.
 LB2240'
 LB2240'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 LB2240'17 FEET WEST OF A 24 INCH MAPLE TREE AND 1 FOOT SOUTH OF A FENCE.
 LB2240'THE MARK IS FLUSH AND THE DISK IS STAMPED TAB NO 1 1955.
 LB2240'
 LB2240'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LB2240'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 LB2240'STAMPED TAB NO 2 1955.
 LB2240'
 LB2240'AZIMUTH MARK IS 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TWO
 LB2240'STORY FRAME HOME OF MR. W. A. GOODRICK, 28 FEET NORTH OF THE CENTER
 LB2240'OF STATE HIGHWAY 26, 5 FEET SOUTHEAST OF A CONCRETE, CORNER FENCE
 LB2240'POST, 1 FOOT SOUTHEAST OF A POWER LINE POLE AND 1 FOOT EAST OF A
 LB2240'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2240'STAMPED TAB 1955.
 LB2240'
 LB2240'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2240'HIGHWAY 26, ABOUT 3 MILES SOUTH OF BOSWELL, GO WEST ON HIGHWAY 26
 LB2240'FOR 3.8 MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF ROAD AS
 LB2240'DESCRIBED.
 LB2240'
 LB2240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 26 FOR
 LB2240'0.3 MILE TO THE TOP OF A SMALL HILL AND THE MARK ON THE RIGHT, NORTH
 LB2240'SIDE OF ROAD AS DESCRIBED.
 LB2240'
 LB2240'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2004 ***********************************************************************
 JA2004  DESIGNATION -  TABOR
 JA2004  PID         -  JA2004
 JA2004  STATE/COUNTY-  IN/GIBSON
 JA2004  COUNTRY     -  US
 JA2004  USGS QUAD   -  ELBERFELD (2019)
 JA2004
 JA2004                         *CURRENT SURVEY CONTROL
 JA2004  ______________________________________________________________________
 JA2004* NAD 83(1997) POSITION- 38 11 39.51816(N) 087 29 55.53099(W)   ADJUSTED
 JA2004* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA2004  ______________________________________________________________________
 JA2004  GEOID HEIGHT    -        -31.393 (meters)                     GEOID18
 JA2004  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JA2004  HORZ ORDER      -  SECOND
 JA2004
 JA2004.The horizontal coordinates were established by classical geodetic methods
 JA2004.and adjusted by the National Geodetic Survey in May 1999.
 JA2004
 JA2004.The orthometric height was scaled from a topographic map.
 JA2004
 JA2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2004.GEOID18 height accuracy estimate available here.
 JA2004
 JA2004.Click photographs - Photos may exist for this station.
 JA2004
 JA2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2004
 JA2004. The following values were computed from the NAD 83(1997) position.
 JA2004
 JA2004;                    North         East     Units Scale Factor Converg.
 JA2004;SPC IN W     -   327,143.031   863,609.799   MT  0.99998297   -0 15 24.7
 JA2004;SPC IN W     - 1,073,301.76  2,833,359.82   sFT  0.99998297   -0 15 24.7
 JA2004;UTM  16      - 4,227,492.083   456,325.991   MT  0.99962349   -0 18 30.2
 JA2004
 JA2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2004!SPC IN W     -   0.99997796  x   0.99998297  =   0.99996093
 JA2004!UTM  16      -   0.99997796  x   0.99962349  =   0.99960146
 JA2004
 JA2004:                Primary Azimuth Mark                     Grid Az
 JA2004:SPC IN W     -  WOELKER                                  250 00 18.0
 JA2004:UTM  16      -  WOELKER                                  250 03 23.5
 JA2004
 JA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5632527492(NAD 83)
 JA2004
 JA2004|---------------------------------------------------------------------|
 JA2004| PID    Reference Object                     Distance      Geod. Az  |
 JA2004|                                                           dddmmss.s |
 JA2004| CG9240 TABOR RM 1                           26.923 METERS 01743     |
 JA2004| CG9241 TABOR RM 2                           25.020 METERS 22554     |
 JA2004| JA2032 WOELKER                             APPROX.10.2 KM 2494453.3 |
 JA2004| JA2028 HAUBSTADT ST JAMES CATH CH          APPROX. 7.2 KM 2545709.5 |
 JA2004| JA2027 HAUBSTADT MUNICIPAL TANK            APPROX. 7.2 KM 2825850.9 |
 JA2004| JA2029 FORT BRANCH EMGE STACK              APPROX. 9.2 KM 3055919.2 |
 JA2004| JA2030 FORT BRANCH EMGE PACKING TANK       APPROX. 9.2 KM 3062445.7 |
 JA2004| JA2031 FORT BRANCH MUNICIPAL TANK          APPROX. 9.3 KM 3074050.0 |
 JA2004| JA2026 FORT BRANCH ATT MICROWAVE KSP       APPROX. 7.6 KM 3102538.5 |
 JA2004| CG9242 TABOR RM 3                           66.983 METERS 35733     |
 JA2004|---------------------------------------------------------------------|
 JA2004
 JA2004                          SUPERSEDED SURVEY CONTROL
 JA2004
 JA2004  NAD 83(1993)-  38 11 39.52374(N)    087 29 55.53087(W) AD(       ) 2
 JA2004  NAD 83(1986)-  38 11 39.52701(N)    087 29 55.53274(W) AD(       ) 2
 JA2004  NAD 27      -  38 11 39.36864(N)    087 29 55.46535(W) AD(       ) 2
 JA2004
 JA2004.Superseded values are not recommended for survey control.
 JA2004
 JA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2004.See file dsdata.pdf to determine how the superseded data were derived.
 JA2004
 JA2004_MARKER: DS = TRIANGULATION STATION DISK
 JA2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2004_STAMPING: TABOR 1967
 JA2004_MARK LOGO: CGS
 JA2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2004+STABILITY: SURFACE MOTION
 JA2004
 JA2004  HISTORY     - Date     Condition        Report By
 JA2004  HISTORY     - 1967     MONUMENTED       CGS
 JA2004
 JA2004                          STATION DESCRIPTION
 JA2004
 JA2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2004'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF EVANSVILLE, 4
 JA2004'MILES EAST OF HAUBSTANDT, 2 MILES NORTH OF THE GIBSON-VANDERBURGH
 JA2004'COUNTY LINE AND ON PROPERTY OF TABOR EVANGELICAL U B CHURCH.
 JA2004'
 JA2004'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 JA2004'HIGHWAY 68 (ABOUT 1.5 MILES EAST OF HAUBSTADT)  GO EAST ON STATE
 JA2004'HIGHWAY 68 FOR 2.8 MILES TO THE TABOR EVANGELICAL U B CHURCH AND
 JA2004'DRIVEWAY ON RIGHT.  TURN RIGHT AND GO SOUTH 0.05 MILE TO A LOCKED IRON
 JA2004'GATE AND CHURCH ON RIGHT.  PASS THROUGH GATE AND CONTINUE SOUTH FOR
 JA2004'0.05 MILE TO THE SOUTHEAST CORNER OF CHURCH GROUNDS AND STATION AS
 JA2004'DESCRIBED.
 JA2004'
 JA2004'STATION MARK, STAMPED TABOR 1967, IS SET IN TOP OF A CONCRETE POST
 JA2004'WHICH PROJECTS ABOUT 1 INCH.  IT IS 263 FEET SOUTH OF THE SOUTHEAST
 JA2004'CORNER OF CHURCH, 115.4 FEET SOUTH OF A CEDER TREE, 77 FEET SOUTHEAST
 JA2004'OF A LARGE OAK TREE AND 13.4 WEST OF A METAL WITNESS POST.
 JA2004'
 JA2004'RM 1, STAMPED TABOR NO 1 1967, IS SET IN TOP OF A CONCRETE POST WHICH
 JA2004'PROJECTS ABOUT 5 INCHES.  IT IS 184 FEET SOUTHEAST OF THE SOUTHEAST
 JA2004'CORNER OF CHURCH, 51.5 FEET SOUTHEAST OF THE CEDAR TREE AND 1.8 FEET
 JA2004'SOUTH OF A METAL WITNESS POST.
 JA2004'
 JA2004'RM 2, STAMPED TABOR NO 2 1967, IS SET IN THE TOP OF A CONCRETE POST
 JA2004'WHICH PROJECTS ABOUT 6 INCHES.  IT IS 110 FEET SOUTH OF THE LARGE OAK
 JA2004'TREE, 9 FEET EAST OF AN 8-INCH OAK TEE AND 2.2 FEET EAST OF A METAL
 JA2004'WITNESS POST.
 JA2004'
 JA2004'RM 3, STAMPED TABOR NO 3 1967, IS SET IN A DRILL HOLE IN SIDEWALK.  IT
 JA2004'IS 78.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH AND 44.1 FEET
 JA2004'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 JA2004'
 JA2004'NOTICE-OBTAIN KEY FOR LOCKED GATE FROM MR VICTOR H LUHRING, RURAL
 JA2004'ROUTE NUMBER 2, HAUBSTADT.
 JA2004'
 JA2004'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2179 ***********************************************************************
 LB2179  DESIGNATION -  TALBOT
 LB2179  PID         -  LB2179
 LB2179  STATE/COUNTY-  IN/BENTON
 LB2179  COUNTRY     -  US
 LB2179  USGS QUAD   -  BOSWELL (2019)
 LB2179
 LB2179                         *CURRENT SURVEY CONTROL
 LB2179  ______________________________________________________________________
 LB2179* NAD 83(1997) POSITION- 40 31 14.26150(N) 087 27 29.86505(W)   ADJUSTED
 LB2179* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 LB2179  ______________________________________________________________________
 LB2179  GEOID HEIGHT    -        -33.188 (meters)                     GEOID18
 LB2179  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 LB2179  HORZ ORDER      -  THIRD
 LB2179
 LB2179.The horizontal coordinates were established by classical geodetic methods
 LB2179.and adjusted by the National Geodetic Survey in May 1999.
 LB2179
 LB2179.The orthometric height was scaled from a topographic map.
 LB2179
 LB2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2179.GEOID18 height accuracy estimate available here.
 LB2179
 LB2179.Click photographs - Photos may exist for this station.
 LB2179
 LB2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2179
 LB2179. The following values were computed from the NAD 83(1997) position.
 LB2179
 LB2179;                    North         East     Units Scale Factor Converg.
 LB2179;SPC IN W     -   585,393.629   868,226.027   MT  0.99997909   -0 14 37.0
 LB2179;SPC IN W     - 1,920,578.93  2,848,504.89   sFT  0.99997909   -0 14 37.0
 LB2179;UTM  16      - 4,485,645.340   461,178.657   MT  0.99961855   -0 17 52.0
 LB2179
 LB2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2179!SPC IN W     -   0.99996898  x   0.99997909  =   0.99994807
 LB2179!UTM  16      -   0.99996898  x   0.99961855  =   0.99958754
 LB2179
 LB2179:                Primary Azimuth Mark                     Grid Az
 LB2179:SPC IN W     -  TALBOT AZ MK                             085 31 23.9
 LB2179:UTM  16      -  TALBOT AZ MK                             085 34 38.9
 LB2179
 LB2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6117885645(NAD 83)
 LB2179
 LB2179|---------------------------------------------------------------------|
 LB2179| PID    Reference Object                     Distance      Geod. Az  |
 LB2179|                                                           dddmmss.s |
 LB2179| CM4672 TALBOT RM 1                          23.731 METERS 00020     |
 LB2179| CM4671 TALBOT AZ MK                                       0851646.9 |
 LB2179| CM4673 TALBOT RM 2                           9.355 METERS 09317     |
 LB2179| LB2242 AMBIA MUNICIPAL TANK                APPROX. 6.2 KM 2370340.3 |
 LB2179|---------------------------------------------------------------------|
 LB2179
 LB2179                          SUPERSEDED SURVEY CONTROL
 LB2179
 LB2179  NAD 83(1986)-  40 31 14.27014(N)    087 27 29.87358(W) AD(       ) 3
 LB2179  NAD 27      -  40 31 14.13580(N)    087 27 29.80160(W) AD(       ) 3
 LB2179
 LB2179.Superseded values are not recommended for survey control.
 LB2179
 LB2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2179.See file dsdata.pdf to determine how the superseded data were derived.
 LB2179
 LB2179_MARKER: DS = TRIANGULATION STATION DISK
 LB2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2179_STAMPING: TALBOT 1955
 LB2179_MARK LOGO: CGS
 LB2179_PROJECTION: FLUSH
 LB2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2179+STABILITY: SURFACE MOTION
 LB2179
 LB2179  HISTORY     - Date     Condition        Report By
 LB2179  HISTORY     - 1955     MONUMENTED       CGS
 LB2179
 LB2179                          STATION DESCRIPTION
 LB2179
 LB2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2179'STATION IS LOCATED ABOUT 4 MILES WEST OF BOSWELL AND 1 MILE NORTH OF
 LB2179'THE SMALL VILLAGE OF TALBOT ON THE SOUTH SIDE OF STATE HIGHWAY 352
 LB2179'AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 35 FEET SOUTH OF THE CENTER OF
 LB2179'STATE HIGHWAY 352, 6 FEET EAST OF A WHITE WITNESS POST AND 2 FEET
 LB2179'NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2179'TALBOT 1955.
 LB2179'
 LB2179'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LB2179'352, 20 FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH OF FENCE LINE.
 LB2179'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TALBOT NO 1
 LB2179'1955.
 LB2179'
 LB2179'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2179'352 AND 1 FOOT NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2179'IS STAMPED TALBOT NO 2 1955.
 LB2179'
 LB2179'THE AZIMUTH MARK IS SET IN THE NORTHWEST ANGLE OF CROSSROAD, 55 FEET
 LB2179'WEST OF THE CENTER OF GRAVELED ROAD, 41 FEET NORTH OF THE CENTER OF
 LB2179'STATE HIGHWAY 352, 5 FEET WEST OF FENCE CORNER, 2 FEET WEST OF
 LB2179'POWER LINE GUY POLE AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE
 LB2179'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TALBOT 1955.
 LB2179'
 LB2179'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2179'HIGHWAY 352 IN BOSWELL, GO WEST ON STATE HIGHWAY 352 FOR 3.95 MILES
 LB2179'TO CROSSROAD AND AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 LB2179'CONTINUE WEST ON 352 FOR 0.25 MILE TO FARM HOUSE ON THE NORTH SIDE
 LB2179'AND STATION ON THE SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 LB2179'
 LB2179'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2281 ***********************************************************************
 ME2281  DESIGNATION -  TALMA
 ME2281  PID         -  ME2281
 ME2281  STATE/COUNTY-  IN/MARSHALL
 ME2281  COUNTRY     -  US
 ME2281  USGS QUAD   -  MENTONE (2019)
 ME2281
 ME2281                         *CURRENT SURVEY CONTROL
 ME2281  ______________________________________________________________________
 ME2281* NAD 83(1997) POSITION- 41 10 22.17592(N) 086 06 50.80904(W)   ADJUSTED
 ME2281* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 ME2281  ______________________________________________________________________
 ME2281  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 ME2281  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 ME2281  HORZ ORDER      -  THIRD
 ME2281
 ME2281.The horizontal coordinates were established by classical geodetic methods
 ME2281.and adjusted by the National Geodetic Survey in May 1999.
 ME2281
 ME2281.The orthometric height was scaled from a topographic map.
 ME2281
 ME2281.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2281.GEOID18 height accuracy estimate available here.
 ME2281
 ME2281.Click photographs - Photos may exist for this station.
 ME2281
 ME2281.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2281
 ME2281. The following values were computed from the NAD 83(1997) position.
 ME2281
 ME2281;                    North         East     Units Scale Factor Converg.
 ME2281;SPC IN E     -   657,847.437    62,453.674   MT  0.99998401   -0 17 40.5
 ME2281;SPC IN E     - 2,158,287.80    204,900.10   sFT  0.99998401   -0 17 40.5
 ME2281;UTM  16      - 4,558,320.960   574,309.849   MT  0.99966796   +0 34 59.6
 ME2281
 ME2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2281!SPC IN E     -   0.99996813  x   0.99998401  =   0.99995214
 ME2281!UTM  16      -   0.99996813  x   0.99966796  =   0.99963610
 ME2281
 ME2281:                Primary Azimuth Mark                     Grid Az
 ME2281:SPC IN E     -  MENTONE                                  089 57 29.9
 ME2281:UTM  16      -  MENTONE                                  089 04 49.8
 ME2281
 ME2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7430958320(NAD 83)
 ME2281
 ME2281|---------------------------------------------------------------------|
 ME2281| PID    Reference Object                     Distance      Geod. Az  |
 ME2281|                                                           dddmmss.s |
 ME2281| ME2283 MENTONE                             APPROX. 8.9 KM 0893949.4 |
 ME2281| CM4677 TALMA RM 1                           27.474 METERS 12527     |
 ME2281| CM4678 TALMA RM 2                           27.070 METERS 33128     |
 ME2281|---------------------------------------------------------------------|
 ME2281
 ME2281                          SUPERSEDED SURVEY CONTROL
 ME2281
 ME2281  NAD 83(1986)-  41 10 22.18069(N)    086 06 50.81831(W) AD(       ) 3
 ME2281  NAD 27      -  41 10 22.02760(N)    086 06 50.82780(W) AD(       ) 3
 ME2281
 ME2281.Superseded values are not recommended for survey control.
 ME2281
 ME2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2281.See file dsdata.pdf to determine how the superseded data were derived.
 ME2281
 ME2281_MARKER: DS = TRIANGULATION STATION DISK
 ME2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2281_STAMPING: TALMA 1952
 ME2281_MARK LOGO: CGS
 ME2281_PROJECTION: FLUSH
 ME2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2281+STABILITY: SURFACE MOTION
 ME2281
 ME2281  HISTORY     - Date     Condition        Report By
 ME2281  HISTORY     - 1952     MONUMENTED       CGS
 ME2281  HISTORY     - 1975     GOOD             NGS
 ME2281
 ME2281                          STATION DESCRIPTION
 ME2281
 ME2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2281'STATION IS LOCATED ABOUT 8 MILES SOUTH OF BOURBON AND 4 MILES WEST OF
 ME2281'MENTONE ON HIGHWAY RIGHT-OF-WAY.  IT IS 127 FEET NORTHEAST OF THE
 ME2281'INTERSECTION OF STATE HIGHWAYS 25 AND 331 AND 20 FEET SOUTHWEST OF A
 ME2281'FENCE LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2281'STAMPED TALMA 1952.
 ME2281'
 ME2281'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTER OF HIGHWAY 25, 3
 ME2281'FEET NORTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF A FENCE.  THE
 ME2281'MARK IS FLUSH AND THE DISK IS STAMPED TALMA NO 1 1952.
 ME2281'
 ME2281'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE CENTER OF HIGHWAY 331, 10
 ME2281'FEET SOUTHEAST OF A FENCE CORNER AND A CONCRETE RIGHT-OF-WAY MARKER
 ME2281'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2281'STAMPED TALMA NO 2 1952.
 ME2281'
 ME2281'BENCH MARK Z 145 IS 38 FEET SOUTH OF THE CENTER OF HIGHWAY 25, 4 FEET
 ME2281'NORTHWEST OF A FENCE CORNER, 3 FEET SOUTH OF A POWER LINE POLE AND 2
 ME2281'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A 12 X 12 INCH
 ME2281'CONCRETE POST WITH STANDARD BRONZE USC AND GS BENCH MARK DISK SET IN
 ME2281'THE TOP.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED Z
 ME2281'145 1946.
 ME2281'
 ME2281'TO REACH BENCH MARK Z 145 FROM THE STATION GO EAST ON HIGHWAY 25 FOR
 ME2281'0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2281'
 ME2281'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2281
 ME2281                          STATION RECOVERY (1975)
 ME2281
 ME2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2281'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ME2281'CONDITION.  BENCH MARK Z 145 THAT HAD BEEN USED AS AN AZIMUTH MARK WAS
 ME2281'FOUND DESTROYED BY ROAD WORK EQUIPMENT.  THERE WAS NO OBJECT OR
 ME2281'INTERSECTION STATION VISIBLE TO SET ANOTHER AZIMUTH MARK FROM.  THE
 ME2281'DISTANCE TO THE REFERENCE MARKS WERE VERIFIED AND THE DIRECTION
 ME2281'BETWEEN THE MARKS CHECKED.
 ME2281'
 ME2281'THE STATION MARK IS 100 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 ME2281'25, 94 FEET SOUTHEAST OF THE MARSHALL-FULTON COUNTY LINE SIGN, 83 FEET
 ME2281'EAST OF THE CENTERLINE OF STATE HIGHWAY 331, 21 FEET SOUTHWEST OF A
 ME2281'FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS
 ME2281'UNDERGROUND 4 INCHES AND THE DISK IS STAMPED TALMA 1952.
 ME2281'
 ME2281'REFERENCE MARK 1 IS 44 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 ME2281'25, 3 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 2 FEET WEST
 ME2281'OF A CORNER FENCE POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2281'TALMA NO 1 1952.
 ME2281'
 ME2281'REFERENCE MARK 2 IS 42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 ME2281'331, 15 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 13 FEET
 ME2281'SOUTHEAST OF A TELEPHONE POLE, 11 FEET EAST OF THE MARSHALL-FULTON
 ME2281'COUNTY LINE SIGN AND 1 FOOT SOUTHWEST OF A FENCE.  THE MONUMENT IS
 ME2281'UNDERGROUND 2 INCHES AND THE DISK IS STAMPED TALMA NO 2 1952.
 ME2281'
 ME2281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF
 ME2281'MENTONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2359 ***********************************************************************
 HZ2359  DESIGNATION -  TAMPICO
 HZ2359  PID         -  HZ2359
 HZ2359  STATE/COUNTY-  IN/JACKSON
 HZ2359  COUNTRY     -  US
 HZ2359  USGS QUAD   -  TAMPICO (2019)
 HZ2359
 HZ2359                         *CURRENT SURVEY CONTROL
 HZ2359  ______________________________________________________________________
 HZ2359* NAD 83(1997) POSITION- 38 47 38.24278(N) 085 57 02.85945(W)   ADJUSTED
 HZ2359* NAVD 88 ORTHO HEIGHT -   167.52  (+/-2cm)      549.6   (feet) VERTCON3
 HZ2359  ______________________________________________________________________
 HZ2359  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 HZ2359  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 HZ2359  HORZ ORDER      -  FIRST
 HZ2359  VERT ORDER      -  THIRD ? (See Below)
 HZ2359
 HZ2359.The horizontal coordinates were established by classical geodetic methods
 HZ2359.and adjusted by the National Geodetic Survey in May 1999.
 HZ2359
 HZ2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2359
 HZ2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2359.GEOID18 height accuracy estimate available here.
 HZ2359
 HZ2359.The vertical order pertains to the NGVD 29 superseded value.
 HZ2359
 HZ2359.Click photographs - Photos may exist for this station.
 HZ2359
 HZ2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2359
 HZ2359. The following values were computed from the NAD 83(1997) position.
 HZ2359
 HZ2359;                    North         East     Units Scale Factor Converg.
 HZ2359;SPC IN E     -   393,661.767    75,316.622   MT  0.99997417   -0 10 40.8
 HZ2359;SPC IN E     - 1,291,538.65    247,101.28   sFT  0.99997417   -0 10 40.8
 HZ2359;UTM  16      - 4,294,434.819   591,116.578   MT  0.99970223   +0 39 26.6
 HZ2359
 HZ2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2359!SPC IN E     -   0.99997902  x   0.99997417  =   0.99995319
 HZ2359!UTM  16      -   0.99997902  x   0.99970223  =   0.99968126
 HZ2359
 HZ2359:                Primary Azimuth Mark                     Grid Az
 HZ2359:SPC IN E     -  SMART                                    118 27 47.7
 HZ2359:UTM  16      -  SMART                                    117 37 40.3
 HZ2359
 HZ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9111694434(NAD 83)
 HZ2359
 HZ2359|---------------------------------------------------------------------|
 HZ2359| PID    Reference Object                     Distance      Geod. Az  |
 HZ2359|                                                           dddmmss.s |
 HZ2359| CG9244 TAMPICO RM 1                         26.246 METERS 09947     |
 HZ2359| HZ2358 SMART                               APPROX. 6.9 KM 1181706.9 |
 HZ2359| CG9243 TAMPICO AZ MK                                      1725007.1 |
 HZ2359| CG9246 TAMPICO RM 3                         22.663 METERS 27309     |
 HZ2359| CG9245 TAMPICO RM 2                         25.225 METERS 33820     |
 HZ2359|---------------------------------------------------------------------|
 HZ2359
 HZ2359                          SUPERSEDED SURVEY CONTROL
 HZ2359
 HZ2359  NAD 83(1993)-  38 47 38.24603(N)    085 57 02.85863(W) AD(       ) 1
 HZ2359  NAD 83(1986)-  38 47 38.24619(N)    085 57 02.86244(W) AD(       ) 1
 HZ2359  NAD 27      -  38 47 38.04500(N)    085 57 02.95100(W) AD(       ) 1
 HZ2359  NGVD 29             167.65   (m)          550.0    (f) LEVELING    3  
 HZ2359
 HZ2359.Superseded values are not recommended for survey control.
 HZ2359
 HZ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2359.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2359
 HZ2359_MARKER: DS = TRIANGULATION STATION DISK
 HZ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2359_STAMPING: TAMPICO 1946
 HZ2359_MARK LOGO: CGS
 HZ2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2359+STABILITY: SURFACE MOTION
 HZ2359
 HZ2359  HISTORY     - Date     Condition        Report By
 HZ2359  HISTORY     - 1946     MONUMENTED       CGS
 HZ2359  HISTORY     - 1976     GOOD             NGS
 HZ2359
 HZ2359                          STATION DESCRIPTION
 HZ2359
 HZ2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 HZ2359'THIS STATION IS 0.5 MILE SOUTH FROM THE SMALL TOWN OF TAMPICO, BY WAY
 HZ2359'OF STATE HIGHWAY 39. THE STATION MARK IS 60 FEET NORTHEAST OF
 HZ2359'THE JUNCTION OF HIGHWAY 39 AND A MACADAM SIDE ROAD, 54 FEET WEST OF A
 HZ2359'BARN, AND 12 FEET NORTH OF A WHITE WITNESS POST. THE MARK
 HZ2359'PROJECTS 6 INCHES AND THE DISK IS STAMPED TAMPICO 1946.
 HZ2359'
 HZ2359'REFERENCE MARK NO. 1 IS 86.10 FEET EAST OF THE STATION, 16 FEET NORTH
 HZ2359'OF THE CENTERLINE OF THE MACADAM ROAD, AND 16 FEET SOUTH OF THE
 HZ2359'BARN. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TAMPICO NO 1
 HZ2359'1946.
 HZ2359'
 HZ2359'REFERENCE MARK NO. 2 IS 82.76 FEET NORTH OF THE STATION AND 41 FEET
 HZ2359'EAST OF THE CENTERLINE OF HIGHWAY 39. THE MARK PROJECTS 6
 HZ2359'INCHES AND THE DISK IS STAMPED TAMPICO NO 2 1946.
 HZ2359'
 HZ2359'THE AZIMUTH MARK IS 0.9 MILE SOUTH FROM THE STATION, 20 FEET EAST OF
 HZ2359'THE CENTERLINE OF HIGHWAY 39, AND 2 FEET NORTH OF A WHITE
 HZ2359'WITNESS POST. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HZ2359'TAMPICO 1946.
 HZ2359'
 HZ2359'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2359
 HZ2359                          STATION RECOVERY (1976)
 HZ2359
 HZ2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2359'NO MEASUREMENT RM 1 TO RM 3, TOO NEAR 180 DEGREES.
 HZ2359'
 HZ2359'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK RECOVERED.  THE
 HZ2359'STATION MARK AND REFERENCE MARK 1 HAD SOME CHIPS IN THE CONCRETE.
 HZ2359'REFERENCE MARK 2 HAD BEEN DESTROYED.  THE AZIMUTH MARK WAS NOT
 HZ2359'VISIBLE AND NO OTHER OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK FROM.
 HZ2359'REFERENCE MARK 1 WAS LONGER BY 0.01 FOOT.  REFERENCE MARK 3
 HZ2359'WAS SET.
 HZ2359'
 HZ2359'THE STATION IS ON PROPERTY OWNED BY A MR. STEVE MAXIE.
 HZ2359'
 HZ2359'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE.
 HZ2359'
 HZ2359'REFERENCE MARK 3 IS 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HZ2359'ROAD, 19 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 39, 1 FOOT
 HZ2359'SOUTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF A METAL WITNES POST.
 HZ2359'THE MARK IS A ALUMINUM TYPE MARK AND PROJECTS 4 INCHES.  IT IS
 HZ2359'STAMPED TAMPICO 1946 NO 3 1976.
 HZ2359'
 HZ2359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH
 HZ2359'OF TAMPICO.
 HZ2359'
 HZ2359'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1610 ***********************************************************************
 JZ1610  DESIGNATION -  TATMAN
 JZ1610  PID         -  JZ1610
 JZ1610  STATE/COUNTY-  IN/WAYNE
 JZ1610  COUNTRY     -  US
 JZ1610  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1610
 JZ1610                         *CURRENT SURVEY CONTROL
 JZ1610  ______________________________________________________________________
 JZ1610* NAD 83(1997) POSITION- 39 43 20.87272(N) 085 08 50.41820(W)   ADJUSTED
 JZ1610* NAVD 88 ORTHO HEIGHT -   304.473 (meters)      998.93  (feet) ADJUSTED
 JZ1610  ______________________________________________________________________
 JZ1610  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 JZ1610  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 JZ1610  DYNAMIC HEIGHT  -        304.296 (meters)      998.34  (feet) COMP
 JZ1610  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 JZ1610
 JZ1610  HORZ ORDER      -  FIRST
 JZ1610  VERT ORDER      -  SECOND    CLASS 0
 JZ1610
 JZ1610.The horizontal coordinates were established by classical geodetic methods
 JZ1610.and adjusted by the National Geodetic Survey in May 1999.
 JZ1610
 JZ1610.The orthometric height was determined by differential leveling and
 JZ1610.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1610.in June 1991.
 JZ1610
 JZ1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1610.GEOID18 height accuracy estimate available here.
 JZ1610
 JZ1610.Click photographs - Photos may exist for this station.
 JZ1610
 JZ1610.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1610
 JZ1610.The dynamic height is computed by dividing the NAVD 88
 JZ1610.geopotential number by the normal gravity value computed on the
 JZ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1610.degrees latitude (g = 980.6199 gals.).
 JZ1610
 JZ1610.The modeled gravity was interpolated from observed gravity values.
 JZ1610
 JZ1610. The following values were computed from the NAD 83(1997) position.
 JZ1610
 JZ1610;                    North         East     Units Scale Factor Converg.
 JZ1610;SPC IN E     -   496,832.326   144,525.091   MT  0.99999106   +0 19 54.8
 JZ1610;SPC IN E     - 1,630,024.06    474,162.74   sFT  0.99999106   +0 19 54.8
 JZ1610;UTM  16      - 4,398,595.168   658,786.144   MT  0.99991041   +1 11 03.2
 JZ1610
 JZ1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1610!SPC IN E     -   0.99995757  x   0.99999106  =   0.99994863
 JZ1610!UTM  16      -   0.99995757  x   0.99991041  =   0.99986798
 JZ1610
 JZ1610:                Primary Azimuth Mark                     Grid Az
 JZ1610:SPC IN E     -  TATMAN AZ MK                             268 30 26.7
 JZ1610:UTM  16      -  TATMAN AZ MK                             267 39 18.3
 JZ1610
 JZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5878698595(NAD 83)
 JZ1610
 JZ1610|---------------------------------------------------------------------|
 JZ1610| PID    Reference Object                     Distance      Geod. Az  |
 JZ1610|                                                           dddmmss.s |
 JZ1610| JZ3291 NEW GERMANTOWN AWY BCN 5            APPROX. 9.8 KM 0014716.6 |
 JZ1610| JZ3286 CENTERVILLE MUNICIPAL TANK          APPROX.16.9 KM 0505348.9 |
 JZ1610| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX.18.4 KM 0540948.9 |
 JZ1610| JZ3298 CONNERSVILLE ST GABRIEL CH          APPROX. 8.5 KM 1745353.8 |
 JZ1610| JZ3297 CONNERSVILLE NORRIS MFG STK         APPROX. 8.0 KM 1751613.7 |
 JZ1610| JZ3295 HARRISBURG HARRISON SCH STK         APPROX. 4.9 KM 2134841.0 |
 JZ1610| JZ1608 TATMAN AZ MK                                       2685021.5 |
 JZ1610| JZ1609 TATMAN RM 2                          30.215 METERS 28004     |
 JZ1610| JZ3292 DUBLIN MUNICIPAL TANK               APPROX.11.3 KM 3323310.1 |
 JZ1610|---------------------------------------------------------------------|
 JZ1610
 JZ1610                          SUPERSEDED SURVEY CONTROL
 JZ1610
 JZ1610  NAD 83(1995)-  39 43 20.87516(N)    085 08 50.42308(W) AD(       ) 1
 JZ1610  NAD 83(1986)-  39 43 20.87801(N)    085 08 50.43151(W) AD(       ) 1
 JZ1610  NAD 27      -  39 43 20.71200(N)    085 08 50.55900(W) AD(       ) 1
 JZ1610  NGVD 29 (??/??/92)  304.61   (m)          999.4    (f) COMPUTED    2 0
 JZ1610  NGVD 29             304.61   (m)          999.4    (f) LEVELING    3  
 JZ1610
 JZ1610.Superseded values are not recommended for survey control.
 JZ1610
 JZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1610.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1610
 JZ1610_MARKER: DS = TRIANGULATION STATION DISK
 JZ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1610_STAMPING: TATMAN 1939
 JZ1610_MARK LOGO: CGS
 JZ1610_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1610+STABILITY: SURFACE MOTION
 JZ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1610+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2016
 JZ1610
 JZ1610  HISTORY     - Date     Condition        Report By
 JZ1610  HISTORY     - 1939     MONUMENTED       CGS
 JZ1610  HISTORY     - 1947     GOOD             CGS
 JZ1610  HISTORY     - 1968     GOOD             CGS
 JZ1610  HISTORY     - 20160725 SEE DESCRIPTION  INDOT
 JZ1610
 JZ1610                          STATION DESCRIPTION
 JZ1610
 JZ1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1610'STATION IS ABOUT 6 MILES N OF CONNERSVILLE, ON THE S SIDE OF A GRAVEL
 JZ1610'ROAD, IN THE NE CORNER OF A PASTURE OWNED BY MRS. ELIZABETH
 JZ1610'TATMAN OF CONNERSVILLE. STATION IS 34 FEET S OF THE CENTER LINE OF
 JZ1610'GRAVEL ROAD, 19 FEET S OF FENCE LINE, 43.5 FEET W OF N-S
 JZ1610'FENCE, 45.5 FEET WSW OF FENCE CORNER, AND 61 FEET NNE OF A 3-FOOT
 JZ1610'BEECH TREE. THE MARK PROJECTS 7 INCHES. DISK IS STAMPED
 JZ1610'TATMAN 1939.
 JZ1610'
 JZ1610'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ1610'DISKS SET IN CONCRETE.
 JZ1610'
 JZ1610'REFERENCE MARK NO. 1 IS SSE OF STATION, IN THE PASTURE, 1 FOOT W OF E
 JZ1610'FENCE, 87 FEET S OF NE FENCE CORNER, AND 18 FEET N OF A 1-FOOT
 JZ1610'CHERRY TREE. THE MARK PROJECTS 10 INCHES. DISK IS STAMPED TATMAN, NO.
 JZ1610'1, 1939.
 JZ1610'
 JZ1610'REFERENCE MARK NO. 2 IS W BY N OF STATION, IN THE FIELD, 16 FEET S OF
 JZ1610'THE CENTER LINE OF GRAVEL ROAD, 1.5 FEET S OF FENCE LINE, 142
 JZ1610'FEET W OF NW FENCE CORNER, AND PROJECTS 6 INCHES. THE DISK IS STAMPED
 JZ1610'TATMAN, NO. 2, 1939.
 JZ1610'
 JZ1610'THE AZIMUTH MARK IS W OF STATION, IN THE BARNYARD OF MR. H.R. NEAL,
 JZ1610'ABOUT 125 FEET S OF THE SW CORNER OF RED BARN, 26 FEET E OF A N-S
 JZ1610'FENCE AND 45 FEET N OF A FENCE CORNER. THE MARK PROJECTS 6 INCHES.
 JZ1610'DISK IS STAMPED TATMAN 1939.
 JZ1610'
 JZ1610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 1 IN
 JZ1610'CONNERSVILLE, GO N ON STATE HIGHWAY 1 FOR 6.4 MILES TO A GRAVEL
 JZ1610'T-ROAD W THIS ROAD IS 0.15 MILE N OF MACS STANDARD SERVICE STATION.
 JZ1610'TURN LEFT AND GO W 0.5 MILE TO STATION ON LEFT IN NE CORNER OF
 JZ1610'PASTURE.
 JZ1610'
 JZ1610'TO REACH AZIMUTH FROM STATION CONTINUE W FOR 1.15 MILES TO GATE ON
 JZ1610'LEFT, GO THROUGH GATE, AROUND BARN TO MARK ON S SIDE OF BARN.
 JZ1610'
 JZ1610'HEIGHT OF LIGHT ABOVE STATION MARK - 43 METERS.
 JZ1610
 JZ1610                          STATION RECOVERY (1947)
 JZ1610
 JZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1610'4.4 MI NE FROM HARRISBURGH.
 JZ1610'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD, THENCE 0.2 MILE EAST,
 JZ1610'1.7 MILE NORTH AND 1.5 MILE EAST ALONG GRAVEL ROADS FROM THE
 JZ1610'CROSSROADS AT HARRISBURGH, AT THE TOP OF A HILL AND IN THE
 JZ1610'NORTHEAST CORNER OF A PASTURE WITH A GROVE OF LARGE BEECH TREES,
 JZ1610'33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF
 JZ1610'A WIRE FENCE LINE, 44 FEET WEST OF A NORTH-SOUTH FENCE LINE, 100
 JZ1610'FEET EAST OF REFERENCE MARK NUMBER 2, 82.2 FEET NORTHWEST OF
 JZ1610'REFERENCE MARK NUMBER 1, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JZ1610'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JZ1610'INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM HARRISBURGH ALSO
 JZ1610'BY GOING EAST ALONG A PAVED ROAD FOR 2.25 MILES FROM THE
 JZ1610'CROSSROADS, TO STATE HIGHWAY 1, THENCE NORTH ALONG HIGHWAY 1
 JZ1610'FOR 2.5 MILES, THENCE WEST ALONG A GRAVEL ROAD FOR 0.5 MILE.
 JZ1610
 JZ1610                          STATION RECOVERY (1968)
 JZ1610
 JZ1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DWC)
 JZ1610'TATMAN 1939 RECOVERED EXCELLENT.
 JZ1610'
 JZ1610'TATMAN NO 1 1939 RECOVERED EXCELLENT.
 JZ1610'
 JZ1610'TATMAN NO 2 1939 RECOVERED EXCELLENT.
 JZ1610'
 JZ1610'DESCRIPTIONS ARE ADEQUATE.
 JZ1610
 JZ1610                          STATION RECOVERY (2016)
 JZ1610
 JZ1610'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (BR)
 JZ1610'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF FALMOUTH, 6.3 MI
 JZ1610'(10.2 KM) SOUTH-SOUTHEAST OF CAMBRIDGE CITY AND 5.6 MI (9.1 KM) NORTH
 JZ1610'OF CONNERSVILLE.
 JZ1610'
 JZ1610'TO REACH FROM THE INTERSECTION OF US 40 AND STATE ROUTE 1, TRAVEL
 JZ1610'SOUTH ON STATE ROUTE 1 FOR 6.64 MI (10.68 KM) TO BEESONS STATION ROAD,
 JZ1610'TURN RIGHT (WEST) ON BEESONS STATION ROAD AND TRAVEL 0.51 MI (0.82 KM)
 JZ1610'TO THE MONUMENT ON THE LEFT (SOUTH). OWNERSHIP-- NIEHAUS, RICHARD A
 JZ1610'AND MILDRED JOINT REVOCABLE TRUST, 7300 CRAWFORD ROAD MILTON, IN
 JZ1610'47357.
 JZ1610'
 JZ1610'DISK IS IN GOOD CONDITION, HOWEVER, THE SOUTHEAST CORNER OF THE
 JZ1610'CONCRETE MONUMENT HAS BEEN DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1608 ***********************************************************************
 JZ1608  DESIGNATION -  TATMAN AZ MK
 JZ1608  PID         -  JZ1608
 JZ1608  STATE/COUNTY-  IN/WAYNE
 JZ1608  COUNTRY     -  US
 JZ1608  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1608
 JZ1608                         *CURRENT SURVEY CONTROL
 JZ1608  ______________________________________________________________________
 JZ1608* NAD 83(1986) POSITION- 39 43 19.     (N) 085 10 08.     (W)   SCALED
 JZ1608* NAVD 88 ORTHO HEIGHT -   313.019 (meters)     1026.96  (feet) ADJUSTED
 JZ1608  ______________________________________________________________________
 JZ1608  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 JZ1608  DYNAMIC HEIGHT  -        312.836 (meters)     1026.36  (feet) COMP
 JZ1608  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 JZ1608
 JZ1608  VERT ORDER      -  SECOND    CLASS 0
 JZ1608
 JZ1608.The horizontal coordinates were scaled from a map and have
 JZ1608.an estimated accuracy of +/- 6 seconds.
 JZ1608
 JZ1608.The orthometric height was determined by differential leveling and
 JZ1608.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1608.in June 1991.
 JZ1608
 JZ1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1608.GEOID18 height accuracy estimate available here.
 JZ1608
 JZ1608.Click photographs - Photos may exist for this station.
 JZ1608
 JZ1608.The dynamic height is computed by dividing the NAVD 88
 JZ1608.geopotential number by the normal gravity value computed on the
 JZ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1608.degrees latitude (g = 980.6199 gals.).
 JZ1608
 JZ1608.The modeled gravity was interpolated from observed gravity values.
 JZ1608
 JZ1608;                    North         East    Units  Estimated Accuracy
 JZ1608;SPC IN E     -   496,760.      142,680.      MT  (+/- 180 meters Scaled)
 JZ1608
 JZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ569984(NAD 83)
 JZ1608
 JZ1608                          SUPERSEDED SURVEY CONTROL
 JZ1608
 JZ1608  NGVD 29 (??/??/92)  313.158  (m)         1027.42   (f) ADJ UNCH    2 0
 JZ1608
 JZ1608.Superseded values are not recommended for survey control.
 JZ1608
 JZ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1608.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1608
 JZ1608_MARKER: DZ = AZIMUTH MARK DISK
 JZ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1608_STAMPING: TATMAN 1939
 JZ1608_MARK LOGO: CGS
 JZ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1608+STABILITY: SURFACE MOTION
 JZ1608
 JZ1608  HISTORY     - Date     Condition        Report By
 JZ1608  HISTORY     - 1939     MONUMENTED       CGS
 JZ1608  HISTORY     - 1947     GOOD             CGS
 JZ1608
 JZ1608                          STATION DESCRIPTION
 JZ1608
 JZ1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1608'3.2 MI NE FROM HARRISBURGH.
 JZ1608'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD, THENCE 0.2 MILE EAST,
 JZ1608'1.7 MILE NORTH AND 0.35 MILE EAST ALONG GRAVEL ROADS FROM THE
 JZ1608'CROSSROADS AT HARRISBURGH, ALONG A BARNYARD FENCE LINE, 218
 JZ1608'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 122.5 FEET SOUTH
 JZ1608'OF THE SOUTHWEST CORNER OF A BARN, 1.5 FEET EAST OF A WIRE
 JZ1608'FENCE LINE, 48.5 FEET NORTH OF A T FENCE CORNER, 1 1/2 FEET
 JZ1608'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1608'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1611 ***********************************************************************
 JZ1611  DESIGNATION -  TATMAN RM 1
 JZ1611  PID         -  JZ1611
 JZ1611  STATE/COUNTY-  IN/WAYNE
 JZ1611  COUNTRY     -  US
 JZ1611  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1611
 JZ1611                         *CURRENT SURVEY CONTROL
 JZ1611  ______________________________________________________________________
 JZ1611* NAD 83(1986) POSITION- 39 43 21.     (N) 085 08 50.     (W)   SCALED
 JZ1611* NAVD 88 ORTHO HEIGHT -   304.473 (meters)      998.93  (feet) ADJUSTED
 JZ1611  ______________________________________________________________________
 JZ1611  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 JZ1611  DYNAMIC HEIGHT  -        304.296 (meters)      998.34  (feet) COMP
 JZ1611  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 JZ1611
 JZ1611  VERT ORDER      -  SECOND    CLASS 0
 JZ1611
 JZ1611.The horizontal coordinates were scaled from a map and have
 JZ1611.an estimated accuracy of +/- 6 seconds.
 JZ1611
 JZ1611.The orthometric height was determined by differential leveling and
 JZ1611.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1611.in June 1991.
 JZ1611
 JZ1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1611.GEOID18 height accuracy estimate available here.
 JZ1611
 JZ1611.Click photographs - Photos may exist for this station.
 JZ1611
 JZ1611.The dynamic height is computed by dividing the NAVD 88
 JZ1611.geopotential number by the normal gravity value computed on the
 JZ1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1611.degrees latitude (g = 980.6199 gals.).
 JZ1611
 JZ1611.The modeled gravity was interpolated from observed gravity values.
 JZ1611
 JZ1611;                    North         East    Units  Estimated Accuracy
 JZ1611;SPC IN E     -   496,840.      144,540.      MT  (+/- 180 meters Scaled)
 JZ1611
 JZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ587985(NAD 83)
 JZ1611
 JZ1611                          SUPERSEDED SURVEY CONTROL
 JZ1611
 JZ1611  NGVD 29 (??/??/92)  304.613  (m)          999.38   (f) ADJ UNCH    2 0
 JZ1611
 JZ1611.Superseded values are not recommended for survey control.
 JZ1611
 JZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1611.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1611
 JZ1611_MARKER: DR = REFERENCE MARK DISK
 JZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1611_STAMPING: TATMAN NO 1 1939
 JZ1611_MARK LOGO: CGS
 JZ1611_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1611+STABILITY: SURFACE MOTION
 JZ1611
 JZ1611  HISTORY     - Date     Condition        Report By
 JZ1611  HISTORY     - 1939     MONUMENTED       CGS
 JZ1611  HISTORY     - 1947     GOOD             CGS
 JZ1611  HISTORY     - 20170223 GOOD             INDOT
 JZ1611
 JZ1611                          STATION DESCRIPTION
 JZ1611
 JZ1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1611'5.2 MI NE FROM HARRISBURGH.
 JZ1611'ABOUT 2.25 MILES EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1611'HARRISBURGH, THENCE ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 1,
 JZ1611'THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, IN THE NORTHEAST
 JZ1611'CORNER OF A PASTURE WITH A GROVE OF LARGE BEECH TREES, 105
 JZ1611'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 88 FEET SOUTH OF A
 JZ1611'T FENCE CORNER, 82.2 FEET SOUTHEAST OF THE STATION MARK, 165.5
 JZ1611'FEET SOUTHEAST OF R.M. NO. 2, 1.5 FEET WEST OF A WIRE FENCE, 2
 JZ1611'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1611'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ1611
 JZ1611                          STATION RECOVERY (2017)
 JZ1611
 JZ1611'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 JZ1611'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF FALMOUTH, 6.3 MI
 JZ1611'(10.2 KM) SOUTH-SOUTHEAST OF CAMBRIDGE CITY AND 5.6 MI (9.1 KM) NORTH
 JZ1611'OF CONNERSVILLE.
 JZ1611'
 JZ1611'TO REACH FROM THE INTERSECTION OF US 40 AND STATE ROUTE 1, TRAVEL
 JZ1611'SOUTH ON STATE ROUTE 1 FOR 6.64 MI (10.68 KM) TO BEESONS STATION ROAD,
 JZ1611'TURN RIGHT (WEST) ON BEESONS STATION ROAD AND TRAVEL 0.50 MI (0.80 KM)
 JZ1611'TO THE MONUMENT ON THE LEFT (SOUTH). OWNERSHIP-- NIEHAUS, RICHARD A
 JZ1611'AND MILDRED JOINT REVOCABLE TRUST, 7300 CRAWFORD ROAD MILTON, IN
 JZ1611'47357.
 JZ1611'
 JZ1611'DISK IS IN GOOD CONDITION, HOWEVER, THE CONCRETE MONUMENT MAY BE
 JZ1611'TWISTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1609 ***********************************************************************
 JZ1609  HT_MOD      -  This is a Height Modernization Survey Station.
 JZ1609  DESIGNATION -  TATMAN RM 2
 JZ1609  PID         -  JZ1609
 JZ1609  STATE/COUNTY-  IN/WAYNE
 JZ1609  COUNTRY     -  US
 JZ1609  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1609
 JZ1609                         *CURRENT SURVEY CONTROL
 JZ1609  ______________________________________________________________________
 JZ1609* NAD 83(2011) POSITION- 39 43 21.04927(N) 085 08 51.68063(W)   ADJUSTED
 JZ1609* NAD 83(2011) ELLIP HT-   270.077 (meters)        (11/08/18)   ADJUSTED
 JZ1609* NAD 83(2011) EPOCH   -  2010.00
 JZ1609* NAVD 88 ORTHO HEIGHT -   304.06  (meters)      997.6   (feet) GPS OBS
 JZ1609  ______________________________________________________________________
 JZ1609  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JZ1609  GEOID HEIGHT    -        -33.981 (meters)                     GEOID12B
 JZ1609  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 JZ1609  NAD 83(2011) X  -    415,550.334 (meters)                     COMP
 JZ1609  NAD 83(2011) Y  - -4,895,055.537 (meters)                     COMP
 JZ1609  NAD 83(2011) Z  -  4,054,508.591 (meters)                     COMP
 JZ1609  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 JZ1609
 JZ1609  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1609  Standards:
 JZ1609         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1609            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1609  -------------------------------------------------------------------
 JZ1609  NETWORK    0.37   0.82           0.16   0.14   0.42      0.05354138
 JZ1609  -------------------------------------------------------------------
 JZ1609  Click here for local accuracies and other accuracy information.
 JZ1609
 JZ1609.The horizontal coordinates were established by GPS observations
 JZ1609.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ1609
 JZ1609.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1609.been affixed to the stable North American tectonic plate. See 
 JZ1609.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1609
 JZ1609.The horizontal coordinates are valid at the epoch date displayed above
 JZ1609.which is a decimal equivalence of Year/Month/Day.
 JZ1609
 JZ1609.The orthometric height was determined by GPS observations and a
 JZ1609.high-resolution geoid model using precise GPS observation and
 JZ1609.processing techniques.
 JZ1609
 JZ1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1609.GEOID18 height accuracy estimate available here.
 JZ1609
 JZ1609.Click photographs - Photos may exist for this station.
 JZ1609
 JZ1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1609
 JZ1609.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1609
 JZ1609.The ellipsoidal height was determined by GPS observations
 JZ1609.and is referenced to NAD 83.
 JZ1609
 JZ1609. The following values were computed from the NAD 83(2011) position.
 JZ1609
 JZ1609;                    North         East     Units Scale Factor Converg.
 JZ1609;SPC IN E     -   496,837.596   144,494.994   MT  0.99999103   +0 19 54.0
 JZ1609;SPC IN E     - 1,630,041.35    474,063.99   sFT  0.99999103   +0 19 54.0
 JZ1609;UTM  16      - 4,398,599.990   658,755.975   MT  0.99991030   +1 11 02.4
 JZ1609
 JZ1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1609!SPC IN E     -   0.99995763  x   0.99999103  =   0.99994866
 JZ1609!UTM  16      -   0.99995763  x   0.99991030  =   0.99986794
 JZ1609
 JZ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5875598599(NAD 83)
 JZ1609
 JZ1609                          SUPERSEDED SURVEY CONTROL
 JZ1609
 JZ1609  NAVD 88 (06/15/91)  304.095  (m)          997.69   (f) ADJUSTED    2 0
 JZ1609  NGVD 29 (??/??/92)  304.234  (m)          998.14   (f) ADJ UNCH    2 0
 JZ1609
 JZ1609.Superseded values are not recommended for survey control.
 JZ1609
 JZ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1609.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1609
 JZ1609_MARKER: DR = REFERENCE MARK DISK
 JZ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1609_STAMPING: TATMAN NO 2 1939
 JZ1609_MARK LOGO: CGS
 JZ1609_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1609+STABILITY: SURFACE MOTION
 JZ1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1609+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2017
 JZ1609
 JZ1609  HISTORY     - Date     Condition        Report By
 JZ1609  HISTORY     - 1939     MONUMENTED       CGS
 JZ1609  HISTORY     - 1947     GOOD             CGS
 JZ1609  HISTORY     - 20170315 GOOD             INDOT
 JZ1609
 JZ1609                          STATION DESCRIPTION
 JZ1609
 JZ1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1609'5.2 MI NE FROM HARRISBURGH.
 JZ1609'ABOUT 2.25 MILES EAST ALONG PAVED ROAD FROM THE CROSSROADS AT
 JZ1609'HARRISBURGH, THENCE ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 1,
 JZ1609'THENCE ABOUT 0.5 MILE WEST ALONG A GRAVEL ROAD, IN THE NORTHEAST
 JZ1609'CORNER OF A PASTURE WITH A GROVE OF LARGE BEECH TREES, 18 FEET
 JZ1609'SOUTH OF THE CENTER LINE OF THE ROAD, 143 FEET WEST OF THE
 JZ1609'NORTHEAST CORNER OF THE PASTURE, 100 FEET WEST OF THE STATION
 JZ1609'MARK, 165.5 FEET NORTHWEST OF R.M. NO. 1, 1 FOOT SOUTH OF THE
 JZ1609'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1609'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1609'PROJECTING 6 INCHES.
 JZ1609
 JZ1609                          STATION RECOVERY (2017)
 JZ1609
 JZ1609'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (MAS)
 JZ1609'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF FALMOUTH, 6.3 MI
 JZ1609'(10.2 KM) SOUTH-SOUTHEAST OF CAMBRIDGE CITY AND 5.6 MI (9.1 KM) NORTH
 JZ1609'OF CONNERSVILLE. OWNERSHIP-- PRIVATE PROPERTY, NIEHAUS, RICHARD A AND
 JZ1609'MILDRED JOINT REVOCABLE TRUST, 7300 CRAWFORD ROAD MILTON, IN.
 JZ1609'
 JZ1609'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND US-40 (HISTORIC
 JZ1609'NATIONAL ROAD) IN CAMBRIDGE CITY, TRAVEL SOUTH ALONG STATE ROAD 1 FOR
 JZ1609'9.55 MI (15.37 KM) TO BEESONS STATION ROAD, TURN RIGHT (WEST) AND
 JZ1609'TRAVEL 0.53 MI (0.85 KM) TO THE MONUMENT LOCATED ON THE LEFT (SOUTH).
 JZ1609'
 JZ1609'THE STATION IS LOCATED IN THE PASTURE, SOUTH OF THE PASTURE FENCE, AND
 JZ1609'18 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2078 ***********************************************************************
 LA2078  DESIGNATION -  TAYLOR
 LA2078  PID         -  LA2078
 LA2078  STATE/COUNTY-  IN/DELAWARE
 LA2078  COUNTRY     -  US
 LA2078  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA2078
 LA2078                         *CURRENT SURVEY CONTROL
 LA2078  ______________________________________________________________________
 LA2078* NAD 83(1997) POSITION- 40 05 26.20393(N) 085 19 13.79426(W)   ADJUSTED
 LA2078* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 LA2078  ______________________________________________________________________
 LA2078  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 LA2078  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LA2078  HORZ ORDER      -  FIRST
 LA2078
 LA2078.The horizontal coordinates were established by classical geodetic methods
 LA2078.and adjusted by the National Geodetic Survey in May 1999.
 LA2078
 LA2078.The orthometric height was scaled from a topographic map.
 LA2078
 LA2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2078.GEOID18 height accuracy estimate available here.
 LA2078
 LA2078.Click photographs - Photos may exist for this station.
 LA2078
 LA2078.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2078
 LA2078. The following values were computed from the NAD 83(1997) position.
 LA2078
 LA2078;                    North         East     Units Scale Factor Converg.
 LA2078;SPC IN E     -   537,635.904   129,520.580   MT  0.99997739   +0 13 22.6
 LA2078;SPC IN E     - 1,763,893.80    424,935.44   sFT  0.99997739   +0 13 22.6
 LA2078;UTM  16      - 4,439,165.970   643,175.618   MT  0.99985236   +1 04 54.4
 LA2078
 LA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2078!SPC IN E     -   0.99995418  x   0.99997739  =   0.99993158
 LA2078!UTM  16      -   0.99995418  x   0.99985236  =   0.99980655
 LA2078
 LA2078:                Primary Azimuth Mark                     Grid Az
 LA2078:SPC IN E     -  TAYLOR AZ MK                             112 36 17.6
 LA2078:UTM  16      -  TAYLOR AZ MK                             111 44 45.8
 LA2078
 LA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4317539165(NAD 83)
 LA2078
 LA2078|---------------------------------------------------------------------|
 LA2078| PID    Reference Object                     Distance      Geod. Az  |
 LA2078|                                                           dddmmss.s |
 LA2078| CD1306 TAYLOR RM 1                          64.977 METERS 03404     |
 LA2078| CD1307 TAYLOR RM 2                          41.462 METERS 09106     |
 LA2078| CD1305 TAYLOR AZ MK                                       1124940.2 |
 LA2078| CD1308 TAYLOR RM 3                          65.121 METERS 35024     |
 LA2078|---------------------------------------------------------------------|
 LA2078
 LA2078                          SUPERSEDED SURVEY CONTROL
 LA2078
 LA2078  NAD 83(1995)-  40 05 26.20567(N)    085 19 13.80218(W) AD(       ) 1
 LA2078  NAD 83(1986)-  40 05 26.20543(N)    085 19 13.80729(W) AD(       ) 1
 LA2078  NAD 27      -  40 05 26.03400(N)    085 19 13.92300(W) AD(       ) 1
 LA2078
 LA2078.Superseded values are not recommended for survey control.
 LA2078
 LA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2078.See file dsdata.pdf to determine how the superseded data were derived.
 LA2078
 LA2078_MARKER: DS = TRIANGULATION STATION DISK
 LA2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2078_STAMPING: TAYLOR 1939 1965
 LA2078_MARK LOGO: CGS
 LA2078_PROJECTION: RECESSED 25 CENTIMETERS
 LA2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2078+STABILITY: SURFACE MOTION
 LA2078
 LA2078  HISTORY     - Date     Condition        Report By
 LA2078  HISTORY     - 1939     MONUMENTED       CGS
 LA2078  HISTORY     - 1948     GOOD             CGS
 LA2078  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LA2078
 LA2078                          STATION DESCRIPTION
 LA2078
 LA2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 LA2078'ABOUT 8 MILES SOUTH-SOUTHEAST OF MUNCIE, ABOUT 8 MILES NORTH-NORTHEAST
 LA2078'OF MT.  SUMMIT, 0.5 MILE WEST OF MT. PLEASANT, ON THE SOUTH SIDE OF A
 LA2078'GRAVEL SECTION-LINE ROAD, ON PROPERTY OF JOHN TAYLOR WHO LIVES ABOUT
 LA2078'40 YARDS NORTHWEST OF STATION.
 LA2078'
 LA2078'SURFACE MARK IS IN A SMALL FARMYARD, ABOUT 50 YARDS SOUTH OF THE
 LA2078'GRAVEL ROAD, 66 FEET SOUTH BY EAST OF THE SOUTHWEST CORNER OF
 LA2078'CORN-CRIB AND GARAGE, 26 FEET WEST-NORTHWEST OF FENCE CORNER AT
 LA2078'SOUTHWEST CORNER OF A PASTURE.  IT IS STAMPED TAYLOR, 1939 AND IS
 LA2078'FLUSH WITH THE GROUND.
 LA2078'
 LA2078'TO REACH FROM MUNCIE, GO SOUTH ON STATE HIGHWAY 3 FOR 7.0 MILES (OR
 LA2078'NORTH FROM MT. SUMMIT FOR 6.5 MILES) TO A GRAVEL CROSS ROAD, TURN EAST
 LA2078'AND FOLLOW GRAVEL ROAD FOR 2.7 MILES TO THE TAYLOR HOUSE AND STATION
 LA2078'ON SOUTH SIDE OF THE ROAD.
 LA2078'
 LA2078'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LA2078'DISKS SET IN CONCRETE.
 LA2078'
 LA2078'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION IN THE PASTURE, 1
 LA2078'FOOT SOUTH OF THE NORTH FENCE LINE, ABOUT 17 FEET SOUTH OF THE CENTER
 LA2078'LINE OF THE GRAVEL ROAD, 50 FEET EAST OF A TELEPHONE POLE, AND 32 FEET
 LA2078'WEST OF A BLACK WALNUT TREE.  IT IS STAMPED TAYLOR NO. 1, 1939 AND
 LA2078'PROJECTS 4 INCHES ABOVE GROUND.
 LA2078'
 LA2078'REFERENCE MARK NO. 2 IS EAST OF THE STATION, ON THE SOUTH SIDE OF THE
 LA2078'PASTURE, 1 FOOT NORTH OF THE SOUTH WIRE FENCE, 20 FEET SOUTHWEST OF A
 LA2078'5-INCH PLUM TREE.  IT IS STAMPED TAYLOR NO. 2, 1939 AND PROJECTS 4
 LA2078'INCHES ABOVE GROUND.
 LA2078'
 LA2078'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, 19 FEET EAST OF THE CENTER
 LA2078'LINE OF A NORTH-SOUTH MACADAM ROAD, ABOUT 0.1 MILE NORTH OF A FRAME
 LA2078'CHURCH ON THE EAST SIDE OF THE ROAD, 1 FOOT WEST OF A WIRE FENCE, AND
 LA2078'55 FEET NORTH OF A POWER-LINE POLE LETTERED PUBLIC SERVICE CO. OF
 LA2078'INDIANA, NO. 534-797.  IT IS STAMPED TAYLOR, 1939 AND PROJECTS 6
 LA2078'INCHES ABOVE GROUND.
 LA2078'
 LA2078'TO REACH AZIMUTH MARK FROM STATION, CONTINUE EAST ON GRAVEL ROAD FOR
 LA2078'0.45 MILE TO CROSS ROAD WITH FRAME STORE IN SOUTHEAST CORNER OF
 LA2078'INTERSECTION, TURN RIGHT (SOUTH) AND GO 0.15 MILE TO TOP OF SMALL HILL
 LA2078'AND AZIMUTH MARK ON THE EAST SIDE OF MACADAM ROAD.
 LA2078'
 LA2078'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2078
 LA2078                          STATION RECOVERY (1948)
 LA2078
 LA2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2078'RECOVERED AS DESCRIBED.  LOCALITY- 8 MILES SSE OF MUNCIE.
 LA2078
 LA2078                          STATION RECOVERY (1965)
 LA2078
 LA2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LA2078'STATION RECOVERED AND THE SURFACE STATION MARK WAS FOUND LYING ON TOP
 LA2078'OF THE GROUND.  THE UNDERGROUND MARK, R.M. NO. 1 AND THE AZIMUTH MARKS
 LA2078'FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN DESTROYED.  THE
 LA2078'UNDERGROUND MARK WAS LOWERED VERTICALLY AND THE SURFACE STATION MARK
 LA2078'WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK.  ALL FARM BUILDINGS
 LA2078'HAVE BEEN REMOVED FROM THE VICINITY OF THE STATION SITE.
 LA2078'
 LA2078'THE STATION MARK IS ABOUT 192 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 LA2078'AND IT IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK
 LA2078'WAS RESTAMPED TAYLOR 1939 1965.
 LA2078'
 LA2078'R.M. NO. 1 IS NORTHEAST OF THE STATION, 18.5 FEET SOUTH OF THE
 LA2078'CENTERLINE OF THE ROAD, 17 FEET WEST OF A TELEPHONE POLE AND 1 FOOT
 LA2078'EAST OF A METAL WITNESS POST.  THE MARK IS ABOUT FLUSH AND THE DISK IS
 LA2078'STAMPED TAYLOR NO 1 1939.
 LA2078'
 LA2078'R.M. NO. 3 IS NORTH OF THE STATION, NORTH ACROSS THE ROAD FROM A FIELD
 LA2078'ENTRANCE, 34.5 FEET WEST OF A POWERLINE POLE, 19.5 FEET NORTH OF THE
 LA2078'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 LA2078'2 INCHES AND THE DISK IS STAMPED TAYLOR NO 3 1939 1965.
 LA2078'
 LA2078'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTHEAST OF THE STATION, 19 FEET
 LA2078'EAST OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH OF THE CENTERLINE OF
 LA2078'A DRIVEWAY AND 3 FEET NORTH OF A METAL WITNESS POST THAT IS AT THE
 LA2078'NORTHWEST CORNER OF A FENCED GARDEN.  MARK PROJECTS 4 INCHES AND THE
 LA2078'DISK IS STAMPED TAYLOR 1939.
 LA2078'
 LA2078'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 3, TO
 LA2078'THE EAST OF MT SUMMIT, GO NORTH ON STATE HIGHWAY 3 FOR 5.8 MILES TO
 LA2078'CROSSROADS, TURN RIGHT AND GO EAST ON SURFACED ROAD FOR 2.6 MILES TO A
 LA2078'FIELD ENTRANCE ON RIGHT AND STATION ON RIGHT AS DESCRIBED.  TO REACH
 LA2078'THE AZIMUTH MARK CONTINUE EAST FOR 0.45 MILE TO CROSSROADS, TURN RIGHT
 LA2078'AND GO SOUTH FOR 0.15 MILE TO MARK ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1977 ***********************************************************************
 JA1977  DESIGNATION -  TEE RESET
 JA1977  PID         -  JA1977
 JA1977  STATE/COUNTY-  IN/WARRICK
 JA1977  COUNTRY     -  US
 JA1977  USGS QUAD   -  HOLLAND (2019)
 JA1977
 JA1977                         *CURRENT SURVEY CONTROL
 JA1977  ______________________________________________________________________
 JA1977* NAD 83(1997) POSITION- 38 12 08.13051(N) 087 04 46.73599(W)   ADJUSTED
 JA1977* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 JA1977  ______________________________________________________________________
 JA1977  GEOID HEIGHT    -        -31.839 (meters)                     GEOID18
 JA1977  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 JA1977  HORZ ORDER      -  SECOND
 JA1977
 JA1977.The horizontal coordinates were established by classical geodetic methods
 JA1977.and adjusted by the National Geodetic Survey in May 1999.
 JA1977
 JA1977.The orthometric height was scaled from a topographic map.
 JA1977
 JA1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1977.GEOID18 height accuracy estimate available here.
 JA1977
 JA1977.Click photographs - Photos may exist for this station.
 JA1977
 JA1977.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1977
 JA1977. The following values were computed from the NAD 83(1997) position.
 JA1977
 JA1977;                    North         East     Units Scale Factor Converg.
 JA1977;SPC IN W     -   327,943.650   900,322.712   MT  0.99996667   +0 00 08.2
 JA1977;SPC IN W     - 1,075,928.46  2,953,808.76   sFT  0.99996667   +0 00 08.2
 JA1977;UTM  16      - 4,228,259.403   493,026.290   MT  0.99960060   -0 02 57.3
 JA1977
 JA1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1977!SPC IN W     -   0.99998352  x   0.99996667  =   0.99995019
 JA1977!UTM  16      -   0.99998352  x   0.99960060  =   0.99958412
 JA1977
 JA1977:                Primary Azimuth Mark                     Grid Az
 JA1977:SPC IN W     -  HEILMAN                                  209 22 23.8
 JA1977:UTM  16      -  HEILMAN                                  209 25 29.3
 JA1977
 JA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9302628259(NAD 83)
 JA1977
 JA1977|---------------------------------------------------------------------|
 JA1977| PID    Reference Object                     Distance      Geod. Az  |
 JA1977|                                                           dddmmss.s |
 JA1977| CG9259 TEE RM 5                             27.240 METERS 02041     |
 JA1977| CG9255 TEE RM 1                             26.791 METERS 03156     |
 JA1977| CG9258 TEE RM 4                             27.831 METERS 09334     |
 JA1977| CG9254 TEE AZ MK                                          1500008.0 |
 JA1977| CG9256 TEE RM 2                             17.619 METERS 15217     |
 JA1977| JA1973 HEILMAN                             APPROX. 5.2 KM 2092232.0 |
 JA1977| CG9260 TEE RM 6                             28.355 METERS 32104     |
 JA1977| CG9257 TEE RM 3                             12.826 METERS 33637     |
 JA1977|---------------------------------------------------------------------|
 JA1977
 JA1977                          SUPERSEDED SURVEY CONTROL
 JA1977
 JA1977  NAD 83(1993)-  38 12 08.13408(N)    087 04 46.73726(W) AD(       ) 2
 JA1977  NAD 83(1986)-  38 12 08.13849(N)    087 04 46.73867(W) AD(       ) 2
 JA1977  NAD 27      -  38 12 07.95100(N)    087 04 46.74000(W) AD(       ) 2
 JA1977
 JA1977.Superseded values are not recommended for survey control.
 JA1977
 JA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1977.See file dsdata.pdf to determine how the superseded data were derived.
 JA1977
 JA1977_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1977_STAMPING: TEE 1946 1974
 JA1977_MARK LOGO: NGS
 JA1977_PROJECTION: FLUSH
 JA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1977+STABILITY: SURFACE MOTION
 JA1977
 JA1977  HISTORY     - Date     Condition        Report By
 JA1977  HISTORY     - 1946     MONUMENTED       CGS
 JA1977  HISTORY     - 1971     GOOD             NGS
 JA1977  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JA1977  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JA1977
 JA1977                          STATION DESCRIPTION
 JA1977
 JA1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1977'THE STATION IS AT THE JUNCTION OF STATE HIGHWAYS 68 AND 161, WHERE
 JA1977'STATE 161 GOES NORTH, ABOUT 5 MILES-NORTHWEST FROM DALE, 1 MILE EAST
 JA1977'FROM THE LITTLE VILLAGE OF SELVIN AND 36 FEET SOUTHWEST FROM THE
 JA1977'CENTERLINE OF STATE HIGHWAY 68, 4.6 FEET NORTH-NORTHWEST OF A WHITE
 JA1977'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JA1977'STAMPED TEE 1946.
 JA1977'
 JA1977'REFERENCE MARK NO 1 IS 87.90 FEET NORTHWEST OF THE STATION, 39.7 FEET
 JA1977'NORTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY 68 AND 2 FEET
 JA1977'SOUTHWEST OF A WIRE FENCE CORNER, 40.5 FEET SOUTHEAST OF A SMALL
 JA1977'IMITATION BRICK HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1977'STAMPED TEE NO 1 1946.
 JA1977'
 JA1977'REFERENCE MARK NO 2 IS 57.80 FEET SOUTH-SOUTHEAST OF THE STATION, 36
 JA1977'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, THE MARK IS FLUSH
 JA1977'WITH THE GROUND AND THE DISK IS STAMPED TEE NO 2 1946.
 JA1977'
 JA1977'THE AZIMUTH MARK IS 0.25 MILES SOUTHEAST OF THE STATION, 2.5 FEET WEST
 JA1977'OF A POWERLINE POLE NO 27771 AND 3 FEET NORTH-NORTHEST OF A WHITE
 JA1977'WITNESS POST, 36 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 68.
 JA1977'THE MARK PROJECTS 5 INCHES AND THE DISK IF STAMPED TEE 1946.
 JA1977'
 JA1977'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 62 AND 68 IN DALE, GO
 JA1977'WEST ON STATE HIGHWAY 68 FOR 6.25 MILES TO THE JUNCTION WITH STATE
 JA1977'HIGHWAY 161 AND THE STATION IS ON THE LEFT.
 JA1977
 JA1977                          STATION RECOVERY (1971)
 JA1977
 JA1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JA1977'THE STATION MARK, REFERENCE MARK 2 AN THE AZIMUTH MARK WERE FOUND IN
 JA1977'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE
 JA1977'BEEN DESTROYED.  THE AZIMUTH MARK WAS FOUND TO BE IN THE WAY OF ROAD
 JA1977'WORK AND WAS DESTROYED.  NO NEW AZIMUTH MARK COULD BE SET SINCE THE
 JA1977'LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY A TREE AND A
 JA1977'TELEPHONE POLE.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE
 JA1977'MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 JA1977'
 JA1977'THE STATION MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 46 FEET
 JA1977'NORTHWEST OF A TELEPHONE POLE, 36 FEET SOUTHWEST OF THE CENTERLINE OF
 JA1977'STATE HIGHWAY 161 AND 68.  THE MONUMENT IS FLUSH AND THE DISK IS
 JA1977'STAMPED TEE 1946.
 JA1977'
 JA1977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45, 62 AND 68
 JA1977'AT DALE, GO WEST ON HIGHWAY 68 FOR 6.25 MILES TO THE STATION ON THE
 JA1977'LEFT.
 JA1977'
 JA1977'REFERENCE MARK 2 IS 1 FOOT WEST OF TELEPHONE GUY WIRE, 12 FEET
 JA1977'SOUTHWEST OF A TELEPHONE POLE, 36 FEET SOUTHWEST OF THE CENTERLINE OF
 JA1977'THE HIGHWAY AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE
 JA1977'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED TEE NO 2
 JA1977'1946.
 JA1977'
 JA1977'REFERENCE MARK 3 IS 34 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 JA1977'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 JA1977'INCHES AND THE DISK IS STAMPED TEE 1946 NO 3 1971.
 JA1977
 JA1977                          STATION RECOVERY (1972)
 JA1977
 JA1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JA1977'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 JA1977'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 JA1977'DESTROYED AS REPORTED IN THE 1971 RECOVEREY NOTE.  DUE TO THE
 JA1977'CONSTRUCTION OF A RUN-AROUND ROAD FOR TRAFFIC DURING THE CONSTRUCTION
 JA1977'OF THE STATE ROUTE 68 AND 161 OVERPASS FOR INTERSTATE ROUTE 64, THE
 JA1977'STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WOULD BE
 JA1977'DESTROYED.  THREE NEW REFERENCE MARKS NO. 4, NO. 5, AND NO. 6 WERE
 JA1977'ESTABLISHED THIS DATE AND THE QUADRANGE FORMED BY TEE 1946, R.M. NO.
 JA1977'6, R.M. NO. 5, AND R.M. NO. 4 WAS OCCUPIED AND CLOSED - 01.6 SECONDS.
 JA1977'VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND ALL MARKS, AND
 JA1977'BETWEEN THE MARKS, AND SLOPE MEASUREMENTS MADE AND REDUCED TO THE
 JA1977'HORIZONTAL.  HIGH GUSTING WINDS AND THE MARKS LOCATIONS, PREVENTED
 JA1977'ACCURATE MEASUREMENTS BEING MADE AT THIS TIME WITH THE HELP AVAILABLE.
 JA1977'AFTER THE CONSTRUCTION WORK IS COMPLETED, PRECISE TRAVERSE
 JA1977'MEASUREMENTS CAN BE MADE BETWEEN THE NEW REFERENCE MARKS, AND THE
 JA1977'STATION CAN BE ESTABLISHED IN ITS OLD HORIZONTAL POSITION BY ANGLE AND
 JA1977'DISTANCE.
 JA1977'
 JA1977'THE STATION SITE IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF DALE AND
 JA1977'ABOUT 1 MILE EAST OF THE SMALL COMMUNITY OF SELVIN.
 JA1977'
 JA1977'TO REACH THE STATION SITE FROM THE JUNCTIONS OF U. S. HIGHWAYS 231,
 JA1977'460 AND STATE ROUTES 45, 62 AND 68 NEAR THE CENTER OF DALE, GO WEST
 JA1977'AND NORTHWESTERLY ON STATE ROUTE 68 FOR 6.25 MILES TO THE SITE ON THE
 JA1977'LEFT JUST AFTER CROSSING INTERSTATE ROUTE 64.
 JA1977'
 JA1977'REFERENCE MARK NO. 4 IS 55 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JA1977'WHITE, FRAME HOUSE, 42 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 JA1977'STATE ROUTES 68 AND 161, 2.5 FEET NORTH-NORTHWEST OF POWERLINE
 JA1977'TRANSFORMER POLE NO. 34, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 JA1977'HIGHWAY.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 JA1977'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TEE 1946 NO 4 1972.
 JA1977'
 JA1977'REFERENCE MARK NO. 5 IS 110 FEET NORTHWEST OF POWERLINE TRANSFORMER
 JA1977'POLE NO. 24, 30 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 JA1977'ROUTES 68 AND 161, 12 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 JA1977'GRAVELED DRIVEWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA1977'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH,
 JA1977'CONCRETE MONUMENT AND THE DISK IS STAMPED TEE 1946 NO 5 1972.
 JA1977'
 JA1977'REFERENCE MARK NO. 6 IS 109 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 JA1977'CONCRETE CULVERT UNDER THE HIGHWAYS, 55 FEET SOUTHWEST OF THE
 JA1977'APPROXIMATE CENTER OF STATE ROUTES 68 AND 161, 0.8 OF A FOOT NORTHEAST
 JA1977'OF A METAL WITNESS POST AND SIGN, SOUTHWEST AND DIRECTLY ACROSS THE
 JA1977'HIGHWAYS OPPOSITE THE INTERSECTION OF THE GRAVELED DRIVE, AND ON THE
 JA1977'PROPERTY OF MR. CLARENCE MICKELS OF SELVIN, WHO GAVE PERMISSION.  IT
 JA1977'IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH,
 JA1977'CONCRETE MONUMENT AND THE DISK IS STAMPED TEE 1946 NO 6 1972.
 JA1977'
 JA1977'NOTE-REF MARKS 2,3 AND THE STATION MARK WERE DESTROYED AND THE DISKS
 JA1977'REMOVED AFTER THE WORK WAS COMPLETED.
 JA1977'
 JA1977'BELOW ARE SHOWN THE HORIZONTAL OBSERVATIONS AT THE REFERENCE MARKS.
 JA1977
 JA1977                          STATION RECOVERY (1974)
 JA1977
 JA1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JA1977'REFERENCE MARKS 4, 5 AND 6 WERE FOUND IN GOOD CONDITION.  THE STATION
 JA1977'MARK AND REFERENCE MARKS 2 AND 3 WERE NOT FOUND AND ASSUMED TO HAVE
 JA1977'BEEN DESTROYED BY CONSTRUCTION.  THE STATION WAS ESTABLISHED BY USING
 JA1977'THE ANGLE BETWEEN THE REFERENCE MARKS SINCE THE DISTANCES WERE
 JA1977'MEASURED IN HIGH GUSTY WINDS IN 1972 AND SLIGHT ERRORS WERE FOUND.  A
 JA1977'NEW DESCRIPTION FOLLOWS--
 JA1977'
 JA1977'THE STATION IS 102 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 JA1977'ENTRANCE, 36 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 68, 38
 JA1977'FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 92 FEET WEST OF A
 JA1977'POWER POLE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 JA1977'IS FLUSH AND THE DISK IS STAMPED TEE 1946 1974.
 JA1977'
 JA1977'REFERENCE MARK 4 IS 55 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JA1977'FRAME HOUSE, 42 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 68
 JA1977'AND 161, AND 2 FEET NORTHWEST OF POWER POLE NO. 34.  THE MONUMENT IS
 JA1977'FLUSH AND THE DISK IS STAMPED TEE 1946 NO 4 1972.
 JA1977'
 JA1977'REFERENCE MARK 5 IS 110 FEET NORTHWEST OF THE POWER POLE, 30 FEET
 JA1977'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE
 JA1977'CENTERLINE OF A DRIVEWAY AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA1977'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TEE 1946 NO 5
 JA1977'1972.
 JA1977'
 JA1977'REFERENCE MARK 6 IS 109 FEET SOUTHEAST OF THE CENTER OF A CONCRETE
 JA1977'CULVERT UNDER THE HIGHWAY, 55 FEET SOUTH WEST OF THE CENTERLINE OF THE
 JA1977'HIGHWAY AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS
 JA1977'FLUSH AND THE DISK IS STAMPED TEE 1946 NO 6 1972.
 JA1977'
 JA1977'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 JA1977'NORTHWEST OF DALE.
 JA1977'
 JA1977'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2347 ***********************************************************************
 ME2347  DESIGNATION -  TEEGARDEN
 ME2347  PID         -  ME2347
 ME2347  STATE/COUNTY-  IN/MARSHALL
 ME2347  COUNTRY     -  US
 ME2347  USGS QUAD   -  WALKERTON (2019)
 ME2347
 ME2347                         *CURRENT SURVEY CONTROL
 ME2347  ______________________________________________________________________
 ME2347* NAD 83(1997) POSITION- 41 26 54.09855(N) 086 24 22.40794(W)   ADJUSTED
 ME2347* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 ME2347  ______________________________________________________________________
 ME2347  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 ME2347  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 ME2347  HORZ ORDER      -  THIRD
 ME2347
 ME2347.The horizontal coordinates were established by classical geodetic methods
 ME2347.and adjusted by the National Geodetic Survey in May 1999.
 ME2347
 ME2347.The orthometric height was scaled from a topographic map.
 ME2347
 ME2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2347.GEOID18 height accuracy estimate available here.
 ME2347
 ME2347.Click photographs - Photos may exist for this station.
 ME2347
 ME2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2347
 ME2347. The following values were computed from the NAD 83(1997) position.
 ME2347
 ME2347;                    North         East     Units Scale Factor Converg.
 ME2347;SPC IN E     -   688,614.702    38,202.577   MT  1.00001365   -0 29 22.4
 ME2347;SPC IN E     - 2,259,230.07    125,336.29   sFT  1.00001365   -0 29 22.4
 ME2347;SPC IN W     -   688,571.996   956,579.167   MT  1.00000605   +0 26 53.6
 ME2347;SPC IN W     - 2,259,089.96  3,138,376.82   sFT  1.00000605   +0 26 53.6
 ME2347;UTM  16      - 4,588,701.419   549,597.613   MT  0.99963027   +0 23 35.0
 ME2347
 ME2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2347!SPC IN E     -   0.99996878  x   1.00001365  =   0.99998243
 ME2347!SPC IN W     -   0.99996878  x   1.00000605  =   0.99997483
 ME2347!UTM  16      -   0.99996878  x   0.99963027  =   0.99959906
 ME2347
 ME2347:                Primary Azimuth Mark                     Grid Az
 ME2347:SPC IN E     -  TEEGARDEN AZ MK                          180 51 52.4
 ME2347:SPC IN W     -  TEEGARDEN AZ MK                          179 55 36.4
 ME2347:UTM  16      -  TEEGARDEN AZ MK                          179 58 55.0
 ME2347
 ME2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4959788701(NAD 83)
 ME2347
 ME2347|---------------------------------------------------------------------|
 ME2347| PID    Reference Object                     Distance      Geod. Az  |
 ME2347|                                                           dddmmss.s |
 ME2347| CM4683 TEEGARDEN RM 1                       25.695 METERS 12931     |
 ME2347| CM4682 TEEGARDEN AZ MK                                    1802230.0 |
 ME2347| CM4685 TEEGARDEN RM 3                       28.555 METERS 22918     |
 ME2347| CM4684 TEEGARDEN RM 2                       27.959 METERS 22929     |
 ME2347|---------------------------------------------------------------------|
 ME2347
 ME2347                          SUPERSEDED SURVEY CONTROL
 ME2347
 ME2347  NAD 83(1986)-  41 26 54.10205(N)    086 24 22.41466(W) AD(       ) 3
 ME2347  NAD 27      -  41 26 53.93450(N)    086 24 22.37900(W) AD(       ) 3
 ME2347
 ME2347.Superseded values are not recommended for survey control.
 ME2347
 ME2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2347.See file dsdata.pdf to determine how the superseded data were derived.
 ME2347
 ME2347_MARKER: DS = TRIANGULATION STATION DISK
 ME2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2347_STAMPING: TEEGARDEN 1952
 ME2347_MARK LOGO: CGS
 ME2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2347+STABILITY: SURFACE MOTION
 ME2347
 ME2347  HISTORY     - Date     Condition        Report By
 ME2347  HISTORY     - 1952     MONUMENTED       CGS
 ME2347  HISTORY     - 1975     GOOD             NGS
 ME2347
 ME2347                          STATION DESCRIPTION
 ME2347
 ME2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2347'STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 6 ABOUT 5 MILES WEST OF
 ME2347'LAPAZ AND 4 MILES SOUTHEAST OF WALKERTON ON PROPERTY OWNED BY CARLOS
 ME2347'MULLET.  IT IS 92 FEET NORTHWEST OF THE INTERSECTION OF U.S.  HIGHWAY
 ME2347'6 AND PAVED CROSSROAD, 26 FEET WEST OF THE CENTER OF A PAVED ROAD AND
 ME2347'8 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 ME2347'THE DISK IS STAMPED TEEGARDEN 1952.
 ME2347'
 ME2347'REFERENCE MARK NO. 1 IS 61 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 ME2347'HIGHWAY 6 AND A PAVED CROSSROAD, 33 FEET NORTH OF THE CENTER OF U.S.
 ME2347'HIGHWAY 6 AND 3 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 ME2347'DISK IS STAMPED TEEGARDEN NO 1 1952.
 ME2347'
 ME2347'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6
 ME2347'AND 2 FEET EAST OF A POWER LINE POLE.  THE MARK PROJECTS 6 INCHES AND
 ME2347'THE DISK IS STAMPED TEEGARDEN NO 2 1952.
 ME2347'
 ME2347'AZIMUTH MARK IS 97 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 ME2347'HOUSE, 52 FEET WEST OF THE CENTER OF A PAVED ROAD, 2 FEET EAST OF A
 ME2347'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 ME2347'PROJECTS 6 INCHES AND THE DISK IS STAMPED TEEGARDEN 1952.
 ME2347'
 ME2347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 6 ABOUT
 ME2347'1/2 MILE SOUTH OF LAPAZ, GO WEST ON U.S. HIGHWAY 6 FOR 5.15 MILES TO A
 ME2347'PAVED CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 ME2347'
 ME2347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD FOR
 ME2347'0.4 MILE TO A DRIVEWAY ON THE RIGHT AND THE MARK AS DESCRIBED.
 ME2347'
 ME2347'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2347
 ME2347                          STATION RECOVERY (1975)
 ME2347
 ME2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2347'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2347'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DISTURBED AND REFERENCE
 ME2347'MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO RM 1 WAS
 ME2347'VERIFIED.
 ME2347'
 ME2347'THE STATION IS LOCATED IN THE EAST EDGE OF A GRAVELED PARKING AREA, 88
 ME2347'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 27 FEET WEST OF THE
 ME2347'CENTERLINE OF A PAVED ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2347'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED TEEGARDEN 1952
 ME2347'1975.,
 ME2347'
 ME2347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND U.S.
 ME2347'HIGHWAY 6 AT THE SOUTH EDGE OF LAPAZ, GO WEST ON U.S. HIGHWAY 6 FOR
 ME2347'5.15 MILES TO A CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE AS
 ME2347'DESCRIBED.
 ME2347'
 ME2347'REFERENCE MARK 1 IS 49 FEET SOUTHEAST OF A POWER POLE, 41 FEET WEST OF
 ME2347'A POWER POLE, 39 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 33
 ME2347'FEET NORTH OF THE CENTERLINE OF HIGHWAY 6.  THE MONUMENT IS FLUSH AND
 ME2347'THE DISK IS STAMPED TEEGARDEN NO 1 1952.
 ME2347'
 ME2347'REFERENCE MARK 3 IS 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6, 4
 ME2347'FEET EAST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 ME2347'THE MONUMENT 4 INCHES AND THE DISK IS STAMPED TEEGARDEN NO 3 1952
 ME2347'1975.
 ME2347'
 ME2347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED ROAD
 ME2347'FOR 0.4 MILE TO A DRIVEWAY RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 ME2347'IT IS 99 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 53 FEET WEST
 ME2347'OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET EAST OF A WOODEN WITNESS
 ME2347'POST AND 1 FOOT SOUTH OF A FENCELINE.
 ME2347'
 ME2347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF
 ME2347'WALKERTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2391 ***********************************************************************
 ME2391  DESIGNATION -  TEFFT
 ME2391  PID         -  ME2391
 ME2391  STATE/COUNTY-  IN/JASPER
 ME2391  COUNTRY     -  US
 ME2391  USGS QUAD   -  SAN PIERRE (2019)
 ME2391
 ME2391                         *CURRENT SURVEY CONTROL
 ME2391  ______________________________________________________________________
 ME2391* NAD 83(1997) POSITION- 41 11 13.05391(N) 086 56 56.57943(W)   ADJUSTED
 ME2391* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 ME2391  ______________________________________________________________________
 ME2391  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME2391  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2391  HORZ ORDER      -  THIRD
 ME2391
 ME2391.The horizontal coordinates were established by classical geodetic methods
 ME2391.and adjusted by the National Geodetic Survey in May 1999.
 ME2391
 ME2391.The orthometric height was scaled from a topographic map.
 ME2391
 ME2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2391.GEOID18 height accuracy estimate available here.
 ME2391
 ME2391.Click photographs - Photos may exist for this station.
 ME2391
 ME2391.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2391
 ME2391. The following values were computed from the NAD 83(1997) position.
 ME2391
 ME2391;                    North         East     Units Scale Factor Converg.
 ME2391;SPC IN W     -   659,329.110   911,265.607   MT  0.99996823   +0 05 18.3
 ME2391;SPC IN W     - 2,163,148.92  2,989,710.58   sFT  0.99996823   +0 05 18.3
 ME2391;UTM  16      - 4,559,512.920   504,272.855   MT  0.99960022   +0 02 00.8
 ME2391
 ME2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2391!SPC IN W     -   0.99997175  x   0.99996823  =   0.99993998
 ME2391!UTM  16      -   0.99997175  x   0.99960022  =   0.99957198
 ME2391
 ME2391:                Primary Azimuth Mark                     Grid Az
 ME2391:SPC IN W     -  TEFFT AZ MK                              261 14 51.7
 ME2391:UTM  16      -  TEFFT AZ MK                              261 18 09.2
 ME2391
 ME2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0427259512(NAD 83)
 ME2391
 ME2391|---------------------------------------------------------------------|
 ME2391| PID    Reference Object                     Distance      Geod. Az  |
 ME2391|                                                           dddmmss.s |
 ME2391| CM4687 TEFFT RM 1                           21.687 METERS 00116     |
 ME2391| CM4688 TEFFT RM 2                           22.813 METERS 18011     |
 ME2391| CM4686 TEFFT AZ MK                                        2612010.0 |
 ME2391|---------------------------------------------------------------------|
 ME2391
 ME2391                          SUPERSEDED SURVEY CONTROL
 ME2391
 ME2391  NAD 83(1986)-  41 11 13.05971(N)    086 56 56.58629(W) AD(       ) 3
 ME2391  NAD 27      -  41 11 12.92500(N)    086 56 56.52150(W) AD(       ) 3
 ME2391
 ME2391.Superseded values are not recommended for survey control.
 ME2391
 ME2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2391.See file dsdata.pdf to determine how the superseded data were derived.
 ME2391
 ME2391_MARKER: DS = TRIANGULATION STATION DISK
 ME2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2391_STAMPING: TEFFT 1952
 ME2391_MARK LOGO: CGS
 ME2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2391+STABILITY: SURFACE MOTION
 ME2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2391+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME2391
 ME2391  HISTORY     - Date     Condition        Report By
 ME2391  HISTORY     - 1952     MONUMENTED       CGS
 ME2391  HISTORY     - 1969     GOOD             CGS
 ME2391  HISTORY     - 1979     GOOD             NGS
 ME2391  HISTORY     - 20120327 GOOD             IN-073
 ME2391
 ME2391                          STATION DESCRIPTION
 ME2391
 ME2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2391'STATION IS LOCATED ON A ROAD RIGHT OF WAY ABOUT 4 MILES WEST OF SAN
 ME2391'PIERRE AND ABOUT 1 MILE SOUTH SOUTHEAST OF THE VILLAGE OF TEFFT.  IT
 ME2391'IS 130 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 10 AND A DIRT
 ME2391'CROSSROAD, 21 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 ME2391'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2391'THE DISK IS STAMPED TEFFT 1952.
 ME2391'
 ME2391'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE DIRT ROAD
 ME2391'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ME2391'THE DISK IS STAMPED TEFFT NO 1 1952.
 ME2391'
 ME2391'REFERENCE MARK NO. 2 IS 57 FEET NORTH OF THE INTERSECTION, 20 FEET
 ME2391'EAST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT WEST OF THE FENCE LINE.
 ME2391'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TEFFT NO 2
 ME2391'1952.
 ME2391'
 ME2391'AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTER OF HIGHWAY 10, 15 FEET
 ME2391'EAST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 ME2391'2 FEET NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2391'AND THE DISK IS STAMPED TEFFT 1952.
 ME2391'
 ME2391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 49, GO
 ME2391'EAST ON HIGHWAY 10 FOR 4.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2391'DESCRIBED.  CONTINUE EAST FOR 0.2 MILE TO CROSSROAD AND STATION ON THE
 ME2391'LEFT AS DESCRIBED.
 ME2391'
 ME2391'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2391
 ME2391                          STATION RECOVERY (1969)
 ME2391
 ME2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2391'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 ME2391'IS VERY POOR AND A NEW DECRIPTION FOLLOWS-
 ME2391'
 ME2391'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE VILLAGE OF TEFFT,
 ME2391'ON ROAD RIGHT-OF-WAY, 1 FOOT WEST OF A FENCE, 99 FEET NORTH OF A FENCE
 ME2391'CORNER, 128 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 21 FEET
 ME2391'EAST OF THE CENTERLINE OF COUNTY ROAD 500 E, 42 FEET SOUTHEAST OF THE
 ME2391'INTERSECTION OF THE COUNTY ROAD AND A DRIVEWAY WEST AND 1 FOOT SOUTH
 ME2391'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ME2391'IS STAMPED TEFFT 1952.
 ME2391'
 ME2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE
 ME2391'HIGHWAY 10 ABOUT 1/2 MILE SOUTH OF SAN PIERRE, GO WEST ON HIGHWAY 10
 ME2391'FOR 3.1 MILES TO A GRADED CROSSROAD (CO. ROAD. 500 E) AND THE STATION
 ME2391'ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.2 MILE TO THE
 ME2391'AZIMUTH MARK ON THE LEFT.
 ME2391'
 ME2391'REFERENCE MARK 1 IS 1 FOOT WEST OF THE FENCE, 23 FEET EAST OF THE
 ME2391'CENTERLINE OF THE COUNTY ROAD, AND 53 FEET SOUTH OF A 24 INCH OAK
 ME2391'TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED TEFFT NO
 ME2391'1 1952.
 ME2391'
 ME2391'REFERENCE MARK 2 IS 53 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24
 ME2391'FEET NORTH OF THE FENCE CORNER, 2 FEET WEST OF THE FENCE AND 19 FEET
 ME2391'EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES
 ME2391'AND THE DISK IS STAMPED TEFFT NO 2 1952.
 ME2391'
 ME2391'THE AZIMUTH MARK IS 23 FEET SOUTHWEST OF A TELEPHONE POLE, 37 FEET
 ME2391'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 65 FEET SOUTH OF A POWER POLE,
 ME2391'1 FOOT WEST OF A METAL WITNESS POST AND 2 FEET NORTHEAST OF A FENCE
 ME2391'CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TEFFT
 ME2391'1952.
 ME2391'
 ME2391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES WEST
 ME2391'OF SAN PIERRE
 ME2391
 ME2391                          STATION RECOVERY (1979)
 ME2391
 ME2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2391'STATION RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE MARKS
 ME2391'1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LOOSE IN
 ME2391'THE GROUND AND A CLOSE INSPECTION WITH SLIGHT KICK THE MARK FELL
 ME2391'OVER.  THE DISK WAS SALVAGED.  THE DISTANCE TO THE MARKS CHECKED AS
 ME2391'DID THE ANGLE BETWEEN.
 ME2391'
 ME2391'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE TO RECOVER THE STATION.
 ME2391
 ME2391                          STATION RECOVERY (2012)
 ME2391
 ME2391'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DP5960 ***********************************************************************
 DP5960  SACS        -  This is a Secondary Airport Control Station.
 DP5960  DESIGNATION -  TEL A
 DP5960  PID         -  DP5960
 DP5960  STATE/COUNTY-  IN/PERRY
 DP5960  COUNTRY     -  US
 DP5960  USGS QUAD   -  GATCHEL (2019)
 DP5960
 DP5960                         *CURRENT SURVEY CONTROL
 DP5960  ______________________________________________________________________
 DP5960* NAD 83(2011) POSITION- 38 01 20.65434(N) 086 41 51.56611(W)   ADJUSTED
 DP5960* NAD 83(2011) ELLIP HT-   152.626 (meters)        (12/23/14)   ADJUSTED
 DP5960* NAD 83(2011) EPOCH   -  2010.00
 DP5960* NAVD 88 ORTHO HEIGHT -   184.88  (meters)      606.6   (feet) GPS OBS
 DP5960  ______________________________________________________________________
 DP5960  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP5960  GEOID HEIGHT    -        -32.263 (meters)                     GEOID12A
 DP5960  GEOID HEIGHT    -        -32.269 (meters)                     GEOID18
 DP5960  NAD 83(2011) X  -    289,811.036 (meters)                     COMP
 DP5960  NAD 83(2011) Y  - -5,022,663.969 (meters)                     COMP
 DP5960  NAD 83(2011) Z  -  3,907,497.282 (meters)                     COMP
 DP5960  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 DP5960
 DP5960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5960  Standards:
 DP5960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5960  -------------------------------------------------------------------
 DP5960  NETWORK    0.57   1.29           0.26   0.20   0.66      0.00041345
 DP5960  -------------------------------------------------------------------
 DP5960  Click here for local accuracies and other accuracy information.
 DP5960
 DP5960.This mark is at Perry Co Municipal Airport (TEL)
 DP5960
 DP5960.The horizontal coordinates were established by GPS observations
 DP5960.and adjusted by the WOOLPERT CONSULTANTS in December 2014.
 DP5960
 DP5960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5960.been affixed to the stable North American tectonic plate. See 
 DP5960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5960
 DP5960.The horizontal coordinates are valid at the epoch date displayed above
 DP5960.which is a decimal equivalence of Year/Month/Day.
 DP5960
 DP5960.The orthometric height was determined by GPS observations and a
 DP5960.high-resolution geoid model.
 DP5960
 DP5960.GPS derived orthometric heights for airport stations designated as
 DP5960.PACS or SACS are published to 2 decimal places.  This maintains
 DP5960.centimeter relative accuracy between the PACS and SACS.  It does
 DP5960.not indicate centimeter accuracy relative to other marks which are
 DP5960.part of the published vertical control network.
 DP5960
 DP5960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5960.GEOID18 height accuracy estimate available here.
 DP5960
 DP5960.Click photographs - Photos may exist for this station.
 DP5960
 DP5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5960
 DP5960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5960
 DP5960.The ellipsoidal height was determined by GPS observations
 DP5960.and is referenced to NAD 83.
 DP5960
 DP5960. The following values were computed from the NAD 83(2011) position.
 DP5960
 DP5960;                    North         East     Units Scale Factor Converg.
 DP5960;SPC IN W     -   308,050.916   933,863.505   MT  0.99998078   +0 14 15.2
 DP5960;SPC IN W     - 1,010,663.71  3,063,850.52   sFT  0.99998078   +0 14 15.2
 DP5960;UTM  16      - 4,208,343.921   526,536.838   MT  0.99960867   +0 11 10.4
 DP5960
 DP5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5960!SPC IN W     -   0.99997605  x   0.99998078  =   0.99995683
 DP5960!UTM  16      -   0.99997605  x   0.99960867  =   0.99958473
 DP5960
 DP5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2653608343(NAD 83)
 DP5960
 DP5960                          SUPERSEDED SURVEY CONTROL
 DP5960
 DP5960.No superseded survey control is available for this station.
 DP5960
 DP5960_MARKER: DD = SURVEY DISK
 DP5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5960_STAMPING: TEL A
 DP5960_MARK LOGO: NONE
 DP5960_PROJECTION: FLUSH
 DP5960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP5960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5960+STABILITY: SURFACE MOTION
 DP5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5960+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DP5960
 DP5960  HISTORY     - Date     Condition        Report By
 DP5960  HISTORY     - 2012     MONUMENTED       WOOLPT
 DP5960  HISTORY     - 20120808 GOOD             WOOLPT
 DP5960
 DP5960                          STATION DESCRIPTION
 DP5960
 DP5960'DESCRIBED BY WOOLPERT CONSULTANTS 2012 (BAH)
 DP5960'AT THE PERRY COUNTY MUNICIPAL AIRPORT, ABOUT 10.00 KM (6.22 MI)
 DP5960'NORTHEAST OF TELL CITY, IN, 14.95 KM (9.29 MI) WEST OF DERBY, IN AND
 DP5960'19.20 KM (11.93 MI) SOUTH-SOUTHEAST OF ST. MEINRAD, IN.
 DP5960'OWNERSHIP--PERRY COUNTY AIRPORT AUTHORITY, 11965 OLD STATE ROAD 37,
 DP5960'TELL CITY, IN 47586.  THE AIRPORT MANAGER IS GARY GEBHARD, PHONE
 DP5960'812-547-4101.
 DP5960'
 DP5960'TO REACH FROM THE JUNCTION OF STATE ROUTE 66 AND STATE ROUTE 37 IN
 DP5960'TELL CITY, IN, GO EASTERLY AND THEN NORTHEASTERLY ON STATE ROUTE 37
 DP5960'FOR 9.40 KM (5.84 MI) TO THE INTERSECTION WITH OLD STATE ROAD 37.
 DP5960'TURN LEFT ON OLD STATE ROAD 37 AND PROCEED WESTERLY FOR 0.30 KM (0.19
 DP5960'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  FOLLOW THE ROAD FOR 0.10 KM
 DP5960'(0.06 MI) TO A GATE.  FOR ACCESS, CONTACT GARY GEBHARD AT
 DP5960'812-547-4101.  PROCEED THROUGH THE GATE AND FOLLOW THE APRON FOR
 DP5960'APPROXIMATELY 0.11 KM (0.07 MI) TO A TAXIWAY.  FOLLOW THE TAXIWAY TO
 DP5960'THE RUNWAY AND PROCEED NORTHWESTERLY ALONG THE RUNWAY FOR 1.13 KM
 DP5960'(0.70 MI) TO THE MARK ON THE LEFT.
 DP5960'
 DP5960'THE STATION IS SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND CONCRETE POST,
 DP5960'SET FLUSH WITH THE GROUND.  IT IS 63.7 M (209.0 FT) NORTHEAST OF A
 DP5960'FENCE, 48.5 M (159.1 FT) SOUTHEAST OF THE RUNWAY HOLD-SHORT LINE AND
 DP5960'22.9 M (75.1 FT) SOUTHWEST OF THE RUNWAY EDGE.  THIS STATION IS
 DP5960'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DP5961 ***********************************************************************
 DP5961  SACS        -  This is a Secondary Airport Control Station.
 DP5961  DESIGNATION -  TEL B
 DP5961  PID         -  DP5961
 DP5961  STATE/COUNTY-  IN/PERRY
 DP5961  COUNTRY     -  US
 DP5961  USGS QUAD   -  GATCHEL (2019)
 DP5961
 DP5961                         *CURRENT SURVEY CONTROL
 DP5961  ______________________________________________________________________
 DP5961* NAD 83(2011) POSITION- 38 01 05.15626(N) 086 41 24.80583(W)   ADJUSTED
 DP5961* NAD 83(2011) ELLIP HT-   161.436 (meters)        (12/23/14)   ADJUSTED
 DP5961* NAD 83(2011) EPOCH   -  2010.00
 DP5961* NAVD 88 ORTHO HEIGHT -   193.70  (meters)      635.5   (feet) GPS OBS
 DP5961  ______________________________________________________________________
 DP5961  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP5961  GEOID HEIGHT    -        -32.269 (meters)                     GEOID12A
 DP5961  GEOID HEIGHT    -        -32.276 (meters)                     GEOID18
 DP5961  NAD 83(2011) X  -    290,480.055 (meters)                     COMP
 DP5961  NAD 83(2011) Y  - -5,022,927.096 (meters)                     COMP
 DP5961  NAD 83(2011) Z  -  3,907,126.257 (meters)                     COMP
 DP5961  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 DP5961
 DP5961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP5961  Standards:
 DP5961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP5961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP5961  -------------------------------------------------------------------
 DP5961  NETWORK    0.57   1.27           0.26   0.20   0.65      0.00064109
 DP5961  -------------------------------------------------------------------
 DP5961  Click here for local accuracies and other accuracy information.
 DP5961
 DP5961.This mark is at Perry Co Municipal Airport (TEL)
 DP5961
 DP5961.The horizontal coordinates were established by GPS observations
 DP5961.and adjusted by the WOOLPERT CONSULTANTS in December 2014.
 DP5961
 DP5961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP5961.been affixed to the stable North American tectonic plate. See 
 DP5961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP5961
 DP5961.The horizontal coordinates are valid at the epoch date displayed above
 DP5961.which is a decimal equivalence of Year/Month/Day.
 DP5961
 DP5961.The orthometric height was determined by GPS observations and a
 DP5961.high-resolution geoid model.
 DP5961
 DP5961.GPS derived orthometric heights for airport stations designated as
 DP5961.PACS or SACS are published to 2 decimal places.  This maintains
 DP5961.centimeter relative accuracy between the PACS and SACS.  It does
 DP5961.not indicate centimeter accuracy relative to other marks which are
 DP5961.part of the published vertical control network.
 DP5961
 DP5961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5961.GEOID18 height accuracy estimate available here.
 DP5961
 DP5961.Click photographs - Photos may exist for this station.
 DP5961
 DP5961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP5961
 DP5961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP5961
 DP5961.The ellipsoidal height was determined by GPS observations
 DP5961.and is referenced to NAD 83.
 DP5961
 DP5961. The following values were computed from the NAD 83(2011) position.
 DP5961
 DP5961;                    North         East     Units Scale Factor Converg.
 DP5961;SPC IN W     -   307,575.818   934,518.202   MT  0.99998134   +0 14 31.6
 DP5961;SPC IN W     - 1,009,105.00  3,065,998.47   sFT  0.99998134   +0 14 31.6
 DP5961;UTM  16      - 4,207,868.413   527,190.866   MT  0.99960911   +0 11 26.9
 DP5961
 DP5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP5961!SPC IN W     -   0.99997467  x   0.99998134  =   0.99995601
 DP5961!UTM  16      -   0.99997467  x   0.99960911  =   0.99958379
 DP5961
 DP5961:                Primary Azimuth Mark                     Grid Az
 DP5961:SPC IN W     -  MORGAN                                   155 29 44.4
 DP5961:UTM  16      -  MORGAN                                   155 32 49.1
 DP5961
 DP5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2719007868(NAD 83)
 DP5961
 DP5961|---------------------------------------------------------------------|
 DP5961| PID    Reference Object                     Distance      Geod. Az  |
 DP5961|                                                           dddmmss.s |
 DP5961| JA2131 MORGAN                              406.254 METERS 1554416.0 |
 DP5961|---------------------------------------------------------------------|
 DP5961
 DP5961                          SUPERSEDED SURVEY CONTROL
 DP5961
 DP5961.No superseded survey control is available for this station.
 DP5961
 DP5961_MARKER: DD = SURVEY DISK
 DP5961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5961_STAMPING: TEL B 2012
 DP5961_MARK LOGO: WOOLPT
 DP5961_PROJECTION: FLUSH
 DP5961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5961+STABILITY: SURFACE MOTION
 DP5961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5961+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP5961
 DP5961  HISTORY     - Date     Condition        Report By
 DP5961  HISTORY     - 20120807 MONUMENTED       WOOLPT
 DP5961
 DP5961                          STATION DESCRIPTION
 DP5961
 DP5961'DESCRIBED BY WOOLPERT CONSULTANTS 2012 (BAH)
 DP5961'AT THE PERRY COUNTY MUNICIPAL AIRPORT, ABOUT 10 KM (6.2 MI) NORTHEAST
 DP5961'OF TELL CITY, IN, 14.35 KM (8.92 MI) WEST OF DERBY, IN AND 19.90 KM
 DP5961'(12.37 MI) SOUTH-SOUTHEAST OF ST. MEINRAD, IN.  OWNERSHIP--PERRY
 DP5961'COUNTY AIRPORT AUTHORITY, 11965 OLD STATE ROAD 37, TELL CITY, IN
 DP5961'47586.  THE AIRPORT MANAGER IS GARY GEBHARD, PHONE 812-547-4101.
 DP5961'
 DP5961'TO REACH FROM THE JUNCTION OF STATE ROUTE 145 AND STATE ROUTE 37 IN
 DP5961'PERRY COUNTY, IN, GO NORTHEASTERLY ON STATE ROUTE 37 FOR 1.30 KM (0.81
 DP5961'MI) TO OLD STATE ROAD 37 ON THE LEFT.  TURN LEFT AND CONTINUE WESTERLY
 DP5961'FOR 0.30 KM (0.19 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  FOLLOW
 DP5961'THE ROAD FOR 0.10 KM (0.06 MI) TO A GATE.  FOR ACCESS, CONTACT GARY
 DP5961'GEBHARD AT 812-547-4101.  PROCEED THROUGH THE GATE AND FOLLOW THE
 DP5961'APRON FOR APPROXIMATELY 0.11 KM (0.07 MI) TO A TAXIWAY.  FOLLOW THE
 DP5961'TAXIWAY TO THE RUNWAY AND PROCEED NORTHWESTERLY ALONG THE RUNWAY FOR
 DP5961'0.33 KM (0.21 MI) TO THE MARK ON THE RIGHT.
 DP5961'
 DP5961'THE STATION IS SET IN THE TOP OF A 30 CM (12 INCH) CONCRETE MONUMENT
 DP5961'SET FLUSH WITH THE GROUND.  IT IS 61.7 M (202.4 FT) NORTHEAST OF THE
 DP5961'RUNWAY EDGE, 16.6 M (54.5 FT) SOUTHWEST OF THE EASTERNMOST OF TWO GATE
 DP5961'POSTS AND 15.4 M (50.5 FT) SOUTHWEST OF A FENCE.  THE STATION IS
 DP5961'SURROUNDED BY THREE CARSONITE WITNESS POSTS, WITH EACH POST BEING 0.45
 DP5961'M (1.5 FT) FROM THE STATION.  THIS STATION IS DESIGNATED AS A
 DP5961'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0539 ***********************************************************************
 HA0539  DESIGNATION -  TELL CITY AZ MK
 HA0539  PID         -  HA0539
 HA0539  STATE/COUNTY-  IN/PERRY
 HA0539  COUNTRY     -  US
 HA0539  USGS QUAD   -  TELL CITY (2019)
 HA0539
 HA0539                         *CURRENT SURVEY CONTROL
 HA0539  ______________________________________________________________________
 HA0539* NAD 83(1986) POSITION- 37 57 29.     (N) 086 45 53.     (W)   SCALED
 HA0539* NAVD 88 ORTHO HEIGHT -   126.167 (meters)      413.93  (feet) ADJUSTED
 HA0539  ______________________________________________________________________
 HA0539  GEOID HEIGHT    -        -31.963 (meters)                     GEOID18
 HA0539  DYNAMIC HEIGHT  -        126.078 (meters)      413.64  (feet) COMP
 HA0539  MODELED GRAVITY -    979,923.2   (mgal)                       NAVD 88
 HA0539
 HA0539  VERT ORDER      -  FIRST     CLASS II
 HA0539
 HA0539.The horizontal coordinates were scaled from a map and have
 HA0539.an estimated accuracy of +/- 6 seconds.
 HA0539
 HA0539.The orthometric height was determined by differential leveling and
 HA0539.adjusted by the NATIONAL GEODETIC SURVEY
 HA0539.in June 1991.
 HA0539
 HA0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0539.GEOID18 height accuracy estimate available here.
 HA0539
 HA0539.Click photographs - Photos may exist for this station.
 HA0539
 HA0539.The dynamic height is computed by dividing the NAVD 88
 HA0539.geopotential number by the normal gravity value computed on the
 HA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0539.degrees latitude (g = 980.6199 gals.).
 HA0539
 HA0539.The modeled gravity was interpolated from observed gravity values.
 HA0539
 HA0539;                    North         East    Units  Estimated Accuracy
 HA0539;SPC IN W     -   300,890.      928,000.      MT  (+/- 180 meters Scaled)
 HA0539
 HA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH206011(NAD 83)
 HA0539
 HA0539                          SUPERSEDED SURVEY CONTROL
 HA0539
 HA0539  NGVD 29 (??/??/92)  126.274  (m)          414.28   (f) ADJ UNCH    1 2
 HA0539
 HA0539.Superseded values are not recommended for survey control.
 HA0539
 HA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0539.See file dsdata.pdf to determine how the superseded data were derived.
 HA0539
 HA0539_MARKER: DZ = AZIMUTH MARK DISK
 HA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0539_STAMPING: TELL CITY 1946
 HA0539_MARK LOGO: CGS
 HA0539_PROJECTION: FLUSH
 HA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0539+STABILITY: SURFACE MOTION
 HA0539
 HA0539  HISTORY     - Date     Condition        Report By
 HA0539  HISTORY     - 1946     MONUMENTED       CGS
 HA0539  HISTORY     - 1965     GOOD             CGS
 HA0539  HISTORY     - 20170218 GOOD             GEOCAC
 HA0539
 HA0539                          STATION DESCRIPTION
 HA0539
 HA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0539'0.9 MI N FROM TELL CITY.
 HA0539'ABOUT 0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HA0539'TELL CITY, THENCE 0.2 MILE EAST ALONG LAFAYETTE STREET, 35 1/2 FEET
 HA0539'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF LAFAYETTE STREET
 HA0539'AND 11TH STREET, 24 1/2 FEET SOUTH OF THE CENTER LINE OF LAFAYETTE
 HA0539'STREET, 24 1/2 FEET EAST OF THE CENTER LINE OF 11TH STREET, 46
 HA0539'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE NUMBERED 1146,
 HA0539'11 FEET NORTH OF A FIRE HYDRANT, 2.8 FEET SOUTHWEST OF A BRACE
 HA0539'POLE SUPPORTING A STREET LIGHT POLE, 1.5 FEET SOUTHEAST OF AN ARCH
 HA0539'IN A CONCRETE CURBING, ABOUT 6 INCHES ABOVE THE LEVEL OF THE STREETS,
 HA0539'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
 HA0539
 HA0539                          STATION RECOVERY (2017)
 HA0539
 HA0539'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 HA0539'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1496 ***********************************************************************
 HA1496  DESIGNATION -  TELL CITY CHAIR CO PLT 3 TANK
 HA1496  PID         -  HA1496
 HA1496  STATE/COUNTY-  IN/PERRY
 HA1496  COUNTRY     -  US
 HA1496  USGS QUAD   -  TELL CITY (2019)
 HA1496
 HA1496                         *CURRENT SURVEY CONTROL
 HA1496  ______________________________________________________________________
 HA1496* NAD 83(1997) POSITION- 37 56 54.96321(N) 086 46 18.06249(W)   ADJUSTED
 HA1496  ______________________________________________________________________
 HA1496  GEOID HEIGHT    -        -31.922 (meters)                     GEOID18
 HA1496  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 HA1496  HORZ ORDER      -  THIRD
 HA1496
 HA1496.The horizontal coordinates were established by classical geodetic methods
 HA1496.and adjusted by the National Geodetic Survey in May 1999.
 HA1496
 HA1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1496.GEOID18 height accuracy estimate available here.
 HA1496
 HA1496.Click photographs - Photos may exist for this station.
 HA1496
 HA1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1496
 HA1496. The following values were computed from the NAD 83(1997) position.
 HA1496
 HA1496;                    North         East     Units Scale Factor Converg.
 HA1496;SPC IN W     -   299,834.933   927,391.140   MT  0.99997590   +0 11 29.9
 HA1496;SPC IN W     -   983,708.44  3,042,615.77   sFT  0.99997590   +0 11 29.9
 HA1496;SPC KY1Z     - 1,179,757.871 1,410,210.640   MT  0.99990573   -0 37 38.2
 HA1496;SPC KY1Z     - 3,870,588.95  4,626,666.07   sFT  0.99990573   -0 37 38.2
 HA1496;SPC KY S     -   679,745.567   410,201.878   MT  1.00000282   -0 37 10.6
 HA1496;SPC KY S     - 2,230,131.91  1,345,803.99   sFT  1.00000282   -0 37 10.6
 HA1496;UTM  16      - 4,200,136.785   520,059.528   MT  0.99960496   +0 08 25.5
 HA1496
 HA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2005900136(NAD 83)
 HA1496
 HA1496                          SUPERSEDED SURVEY CONTROL
 HA1496
 HA1496  NAD 83(1993)-  37 56 54.96360(N)    086 46 18.06213(W) AD(       ) 3
 HA1496  NAD 83(1986)-  37 56 54.97023(N)    086 46 18.06530(W) AD(       ) 3
 HA1496  NAD 27      -  37 56 54.76700(N)    086 46 18.11000(W) AD(       ) 3
 HA1496
 HA1496.Superseded values are not recommended for survey control.
 HA1496
 HA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1496.See file dsdata.pdf to determine how the superseded data were derived.
 HA1496
 HA1496_MARKER: 53 = ELEVATED TANK
 HA1496
 HA1496  HISTORY     - Date     Condition        Report By
 HA1496  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1496
 HA1496                          STATION DESCRIPTION
 HA1496
 HA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1496'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED NEAR THE
 HA1496'WESTERN EDGE OF THE CITY.  IT IS 150 FEET WEST OF 7TH AVENUE AND 50
 HA1496'FEET EAST OF THE NORTHEAST CORNER OF THE PLANT ASSEMBLY BUILDING.  IT
 HA1496'IS BUILT OF STEEL AND IS ABOUT 100 FEET HIGH.  IT WAS BUILT IN
 HA1496'1929.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1497 ***********************************************************************
 HA1497  DESIGNATION -  TELL CITY CITY HALL DOME
 HA1497  PID         -  HA1497
 HA1497  STATE/COUNTY-  IN/PERRY
 HA1497  COUNTRY     -  US
 HA1497  USGS QUAD   -  TELL CITY (2019)
 HA1497
 HA1497                         *CURRENT SURVEY CONTROL
 HA1497  ______________________________________________________________________
 HA1497* NAD 83(1997) POSITION- 37 57 05.53473(N) 086 46 08.90959(W)   ADJUSTED
 HA1497  ______________________________________________________________________
 HA1497  GEOID HEIGHT    -        -31.936 (meters)                     GEOID18
 HA1497  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 HA1497  HORZ ORDER      -  THIRD
 HA1497
 HA1497.The horizontal coordinates were established by classical geodetic methods
 HA1497.and adjusted by the National Geodetic Survey in May 1999.
 HA1497
 HA1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1497.GEOID18 height accuracy estimate available here.
 HA1497
 HA1497.Click photographs - Photos may exist for this station.
 HA1497
 HA1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1497
 HA1497. The following values were computed from the NAD 83(1997) position.
 HA1497
 HA1497;                    North         East     Units Scale Factor Converg.
 HA1497;SPC IN W     -   300,161.616   927,613.502   MT  0.99997605   +0 11 35.6
 HA1497;SPC IN W     -   984,780.24  3,043,345.30   sFT  0.99997605   +0 11 35.6
 HA1497;SPC KY1Z     - 1,180,081.320 1,410,437.632   MT  0.99990580   -0 37 32.6
 HA1497;SPC KY1Z     - 3,871,650.13  4,627,410.80   sFT  0.99990580   -0 37 32.6
 HA1497;SPC KY S     -   680,069.077   410,428.849   MT  1.00000337   -0 37 05.1
 HA1497;SPC KY S     - 2,231,193.30  1,346,548.65   sFT  1.00000337   -0 37 05.1
 HA1497;UTM  16      - 4,200,463.148   520,282.100   MT  0.99960507   +0 08 31.1
 HA1497
 HA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2028200463(NAD 83)
 HA1497
 HA1497                          SUPERSEDED SURVEY CONTROL
 HA1497
 HA1497  NAD 83(1993)-  37 57 05.53490(N)    086 46 08.90921(W) AD(       ) 3
 HA1497  NAD 83(1986)-  37 57 05.54162(N)    086 46 08.91247(W) AD(       ) 3
 HA1497  NAD 27      -  37 57 05.34000(N)    086 46 08.95700(W) AD(       ) 3
 HA1497
 HA1497.Superseded values are not recommended for survey control.
 HA1497
 HA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1497.See file dsdata.pdf to determine how the superseded data were derived.
 HA1497
 HA1497_MARKER: 87 = DOME
 HA1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1497+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 HA1497
 HA1497  HISTORY     - Date     Condition        Report By
 HA1497  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1497  HISTORY     - 20110301 GOOD             GEOCAC
 HA1497
 HA1497                          STATION DESCRIPTION
 HA1497
 HA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1497'THE STATION IS THE POINT OF THE DOME ROOF OF THE MUNICIPAL CITY HALL,
 HA1497'LOCATED ON THE CENTER OF THE PARK SQUARE, NEAR THE CENTER OF THE
 HA1497'TOWN.  IT IS BUILT OF RED BRICK AND THE DOME IS PAINTED SILVER AND IS
 HA1497'ABOUT 70 FEET HIGH.
 HA1497
 HA1497                          STATION RECOVERY (2011)
 HA1497
 HA1497'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA1497'THE DOME WAS OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM4660 ***********************************************************************
 DM4660  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4660  DESIGNATION -  TELL CITY CORS ARP
 DM4660  CORS_ID     -  INTC
 DM4660  PID         -  DM4660
 DM4660  STATE/COUNTY-  IN/PERRY
 DM4660  COUNTRY     -  US
 DM4660  USGS QUAD   -  GATCHEL (2019)
 DM4660
 DM4660                         *CURRENT SURVEY CONTROL
 DM4660  ______________________________________________________________________
 DM4660* NAD 83(2011) POSITION- 38 03 36.15228(N) 086 37 32.84207(W)   ADJUSTED
 DM4660* NAD 83(2011) ELLIP HT-   213.470 (meters)        (04/??/25)   ADJUSTED
 DM4660* NAD 83(2011) EPOCH   -  2010.00
 DM4660  ______________________________________________________________________
 DM4660  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 DM4660  NAD 83(2011) X  -    295,962.173 (meters)                     COMP
 DM4660  NAD 83(2011) Y  - -5,019,774.276 (meters)                     COMP
 DM4660  NAD 83(2011) Z  -  3,910,825.130 (meters)                     COMP
 DM4660
 DM4660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4660  Standards:
 DM4660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4660  -------------------------------------------------------------------
 DM4660  NETWORK    0.10   0.17           0.05   0.03   0.09     -0.31882500
 DM4660  -------------------------------------------------------------------
 DM4660
 DM4660.The coordinates were established by GPS observations
 DM4660.and adjusted by the National Geodetic Survey in April 2025.
 DM4660
 DM4660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4660.been affixed to the stable North American Tectonic Plate. 
 DM4660
 DM4660.The coordinates are valid at the epoch date displayed above
 DM4660.which is a decimal equivalence of Year/Month/Day.
 DM4660
 DM4660.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4660.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4660.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4660.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4660.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4660.published epoch of 2010.00.
 DM4660
 DM4660.Additional information on MYCS is available at:
 DM4660.https://geodesy.noaa.gov/CORS/index.shtml
 DM4660
 DM4660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4660.GEOID18 height accuracy estimate available here.
 DM4660
 DM4660.The PID for the CORS L1 Phase Center is DS2879.
 DM4660
 DM4660.Click photographs - Photos may exist for this station.
 DM4660
 DM4660.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4660
 DM4660.The ellipsoidal height was determined by GPS observations
 DM4660.and is referenced to NAD 83.
 DM4660
 DM4660. The following values were computed from the NAD 83(2011) position.
 DM4660
 DM4660;                    North         East     Units Scale Factor Converg.
 DM4660;SPC IN W     -   312,257.162   940,153.181   MT  0.99998652   +0 16 55.5
 DM4660;SPC IN W     - 1,024,463.71  3,084,485.89   sFT  0.99998652   +0 16 55.5
 DM4660;UTM  16      - 4,212,542.962   532,827.936   MT  0.99961327   +0 13 50.5
 DM4660
 DM4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4660!SPC IN W     -   0.99996650  x   0.99998652  =   0.99995303
 DM4660!UTM  16      -   0.99996650  x   0.99961327  =   0.99957979
 DM4660
 DM4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3282712542(NAD 83)
 DM4660
 DM4660                          SUPERSEDED SURVEY CONTROL
 DM4660
 DM4660  NAD 83(2011)-  38 03 36.15238(N)    086 37 32.84208(W) AD(2010.00) c
 DM4660  ELLIP H (06/??/19)  213.475  (m)                       GP(2010.00) c c
 DM4660  NAD 83(2011)-  38 03 36.15239(N)    086 37 32.84204(W) AD(2010.00) c
 DM4660  ELLIP H (08/??/11)  213.467  (m)                       GP(2010.00) c c
 DM4660  NAD 83(CORS)-  38 03 36.15291(N)    086 37 32.84303(W) AD(2002.00) c
 DM4660  ELLIP H (12/??/10)  213.449  (m)                       GP(2002.00) c c
 DM4660
 DM4660.Superseded values are not recommended for survey control.
 DM4660
 DM4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4660.See file dsdata.pdf to determine how the superseded data were derived.
 DM4660
 DM4660_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4660
 DM4660                          STATION DESCRIPTION
 DM4660
 DM4660'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4660'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4660'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4660'AND LOG FILES ACCESSIBLE AT:
 DM4660'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1498 ***********************************************************************
 HA1498  DESIGNATION -  TELL CITY NEW MUNICIPAL TANK
 HA1498  PID         -  HA1498
 HA1498  STATE/COUNTY-  IN/PERRY
 HA1498  COUNTRY     -  US
 HA1498  USGS QUAD   -  TELL CITY (2019)
 HA1498
 HA1498                         *CURRENT SURVEY CONTROL
 HA1498  ______________________________________________________________________
 HA1498* NAD 83(1997) POSITION- 37 56 54.23389(N) 086 45 58.34820(W)   ADJUSTED
 HA1498  ______________________________________________________________________
 HA1498  GEOID HEIGHT    -        -31.935 (meters)                     GEOID18
 HA1498  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 HA1498  HORZ ORDER      -  THIRD
 HA1498
 HA1498.The horizontal coordinates were established by classical geodetic methods
 HA1498.and adjusted by the National Geodetic Survey in May 1999.
 HA1498
 HA1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1498.GEOID18 height accuracy estimate available here.
 HA1498
 HA1498.Click photographs - Photos may exist for this station.
 HA1498
 HA1498.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1498
 HA1498. The following values were computed from the NAD 83(1997) position.
 HA1498
 HA1498;                    North         East     Units Scale Factor Converg.
 HA1498;SPC IN W     -   299,814.071   927,872.525   MT  0.99997623   +0 11 42.1
 HA1498;SPC IN W     -   983,640.00  3,044,195.11   sFT  0.99997623   +0 11 42.1
 HA1498;SPC KY1Z     - 1,179,730.133 1,410,691.644   MT  0.99990573   -0 37 26.1
 HA1498;SPC KY1Z     - 3,870,497.94  4,628,244.17   sFT  0.99990573   -0 37 26.1
 HA1498;SPC KY S     -   679,717.891   410,682.933   MT  1.00000278   -0 36 58.7
 HA1498;SPC KY S     - 2,230,041.11  1,347,382.26   sFT  1.00000278   -0 36 58.7
 HA1498;UTM  16      - 4,200,115.501   520,540.716   MT  0.99960520   +0 08 37.6
 HA1498
 HA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2054000115(NAD 83)
 HA1498
 HA1498                          SUPERSEDED SURVEY CONTROL
 HA1498
 HA1498  NAD 83(1993)-  37 56 54.23428(N)    086 45 58.34780(W) AD(       ) 3
 HA1498  NAD 83(1986)-  37 56 54.24089(N)    086 45 58.35101(W) AD(       ) 3
 HA1498  NAD 27      -  37 56 54.04300(N)    086 45 58.39900(W) AD(       ) 3
 HA1498
 HA1498.Superseded values are not recommended for survey control.
 HA1498
 HA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1498.See file dsdata.pdf to determine how the superseded data were derived.
 HA1498
 HA1498_MARKER: 53 = ELEVATED TANK
 HA1498
 HA1498  HISTORY     - Date     Condition        Report By
 HA1498  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1498
 HA1498                          STATION DESCRIPTION
 HA1498
 HA1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1498'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED IN THE
 HA1498'EASTERN PART OF THE CITY. IT IS ABOUT 90 FEET WEST OF 11TH
 HA1498'AVENUE AND 210 FEET NORTH OF HUMBOLT STREET. THE TANK IS MADE OF
 HA1498'STEEL AND IS ABOUT 150 FEET HIGH. THERE IS A NAME PLATE ON THE
 HA1498'LADDER LEG, STATING THAT THE TANK WAS ERECTED IN 1945.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1499 ***********************************************************************
 HA1499  DESIGNATION -  TELL CITY OLD MUNICIPAL TANK
 HA1499  PID         -  HA1499
 HA1499  STATE/COUNTY-  IN/PERRY
 HA1499  COUNTRY     -  US
 HA1499  USGS QUAD   -  TELL CITY (2019)
 HA1499
 HA1499                         *CURRENT SURVEY CONTROL
 HA1499  ______________________________________________________________________
 HA1499* NAD 83(1997) POSITION- 37 56 41.59633(N) 086 45 56.37643(W)   ADJUSTED
 HA1499  ______________________________________________________________________
 HA1499  GEOID HEIGHT    -        -31.927 (meters)                     GEOID18
 HA1499  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 HA1499  HORZ ORDER      -  THIRD
 HA1499
 HA1499.The horizontal coordinates were established by classical geodetic methods
 HA1499.and adjusted by the National Geodetic Survey in May 1999.
 HA1499
 HA1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1499.GEOID18 height accuracy estimate available here.
 HA1499
 HA1499.Click photographs - Photos may exist for this station.
 HA1499
 HA1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1499
 HA1499. The following values were computed from the NAD 83(1997) position.
 HA1499
 HA1499;                    North         East     Units Scale Factor Converg.
 HA1499;SPC IN W     -   299,424.604   927,921.993   MT  0.99997627   +0 11 43.2
 HA1499;SPC IN W     -   982,362.22  3,044,357.41   sFT  0.99997627   +0 11 43.2
 HA1499;SPC KY1Z     - 1,179,340.027 1,410,735.537   MT  0.99990565   -0 37 24.9
 HA1499;SPC KY1Z     - 3,869,218.07  4,628,388.17   sFT  0.99990565   -0 37 24.9
 HA1499;SPC KY S     -   679,327.752   410,726.882   MT  1.00000213   -0 36 57.5
 HA1499;SPC KY S     - 2,228,761.13  1,347,526.45   sFT  1.00000213   -0 36 57.5
 HA1499;UTM  16      - 4,199,726.134   520,589.817   MT  0.99960522   +0 08 38.7
 HA1499
 HA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2058999726(NAD 83)
 HA1499
 HA1499                          SUPERSEDED SURVEY CONTROL
 HA1499
 HA1499  NAD 83(1993)-  37 56 41.59689(N)    086 45 56.37579(W) AD(       ) 3
 HA1499  NAD 83(1986)-  37 56 41.60361(N)    086 45 56.37913(W) AD(       ) 3
 HA1499  NAD 27      -  37 56 41.40700(N)    086 45 56.43100(W) AD(       ) 3
 HA1499
 HA1499.Superseded values are not recommended for survey control.
 HA1499
 HA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1499.See file dsdata.pdf to determine how the superseded data were derived.
 HA1499
 HA1499_MARKER: 53 = ELEVATED TANK
 HA1499
 HA1499  HISTORY     - Date     Condition        Report By
 HA1499  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1499
 HA1499                          STATION DESCRIPTION
 HA1499
 HA1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1499'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED NEAR THE
 HA1499'ESTERN EDGE OF THE CITY, ON THE NORTHWEST CORNER OF HIGHWAY 45
 HA1499'AND 11TH AVENUE. IT IS MADE OF STEEL AND IS ABOUT 110 FEET HIGH.
 HA1499'THERE IS A PLATE ON THE LADDER LEG STATING THAT THE TANK WAS
 HA1499'ERECTED IN 1901.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0538 ***********************************************************************
 HA0538  DESIGNATION -  TELL CITY RM 1
 HA0538  PID         -  HA0538
 HA0538  STATE/COUNTY-  IN/PERRY
 HA0538  COUNTRY     -  US
 HA0538  USGS QUAD   -  TELL CITY (2019)
 HA0538
 HA0538                         *CURRENT SURVEY CONTROL
 HA0538  ______________________________________________________________________
 HA0538* NAD 83(1986) POSITION- 37 57 30.39   (N) 086 46 19.30   (W)   HD_HELD1
 HA0538* NAVD 88 ORTHO HEIGHT -   118.497 (meters)      388.77  (feet) ADJUSTED
 HA0538  ______________________________________________________________________
 HA0538  GEOID HEIGHT    -        -31.946 (meters)                     GEOID18
 HA0538  DYNAMIC HEIGHT  -        118.413 (meters)      388.49  (feet) COMP
 HA0538  MODELED GRAVITY -    979,923.9   (mgal)                       NAVD 88
 HA0538
 HA0538  VERT ORDER      -  FIRST     CLASS II
 HA0538
 HA0538.The horizontal coordinates were determined by differentially corrected
 HA0538.hand held GPS observations or other comparable positioning techniques
 HA0538.and have an estimated accuracy of +/- 3 meters.
 HA0538
 HA0538.The orthometric height was determined by differential leveling and
 HA0538.adjusted by the NATIONAL GEODETIC SURVEY
 HA0538.in June 1991.
 HA0538
 HA0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0538.GEOID18 height accuracy estimate available here.
 HA0538
 HA0538.Click photographs - Photos may exist for this station.
 HA0538
 HA0538.The dynamic height is computed by dividing the NAVD 88
 HA0538.geopotential number by the normal gravity value computed on the
 HA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0538.degrees latitude (g = 980.6199 gals.).
 HA0538
 HA0538.The modeled gravity was interpolated from observed gravity values.
 HA0538
 HA0538;                    North         East    Units  Estimated Accuracy
 HA0538;SPC IN W     -   300,927.1     927,357.3     MT  (+/- 3 meters HH1 GPS) 
 HA0538
 HA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2002601228(NAD 83)
 HA0538
 HA0538                          SUPERSEDED SURVEY CONTROL
 HA0538
 HA0538  NGVD 29 (??/??/92)  118.604  (m)          389.12   (f) ADJ UNCH    1 2
 HA0538
 HA0538.Superseded values are not recommended for survey control.
 HA0538
 HA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0538.See file dsdata.pdf to determine how the superseded data were derived.
 HA0538
 HA0538_MARKER: DR = REFERENCE MARK DISK
 HA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0538_STAMPING: TELL CITY NO 1 1946
 HA0538_MARK LOGO: CGS
 HA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0538+STABILITY: SURFACE MOTION
 HA0538
 HA0538  HISTORY     - Date     Condition        Report By
 HA0538  HISTORY     - 1946     MONUMENTED       CGS
 HA0538  HISTORY     - 1965     GOOD             CGS
 HA0538
 HA0538                          STATION DESCRIPTION
 HA0538
 HA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0538'0.8 MI N FROM TELL CITY.
 HA0538'ABOUT 0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT TELL
 HA0538'CITY, THENCE 0.15 MILE WEST ALONG LAFAYETTE STREET, IN SECTION 30,
 HA0538'T 6 S, R 3 W, 107 FEET EAST OF THE EAST RAIL OF THE SOUTHERN RAILWAY,
 HA0538'77.7 FEET EAST OF TELL CITY 1946, 68 FEET SOUTH OF THE CENTER LINE
 HA0538'OF A DIRT LEVEE, 37 FEET NORTH OF THE CENTER LINE OF LAFAYETTE
 HA0538'STREET, 52 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 HA0538'BLOCK BUILDING, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 1/2
 HA0538'FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 HA0538'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1781 ***********************************************************************
 JA1781  DESIGNATION -  TEMPLE
 JA1781  PID         -  JA1781
 JA1781  STATE/COUNTY-  IN/CRAWFORD
 JA1781  COUNTRY     -  US
 JA1781  USGS QUAD   -  MILLTOWN (2019)
 JA1781
 JA1781                         *CURRENT SURVEY CONTROL
 JA1781  ______________________________________________________________________
 JA1781* NAD 83(1997) POSITION- 38 20 44.53064(N) 086 22 22.78574(W)   ADJUSTED
 JA1781* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 JA1781  ______________________________________________________________________
 JA1781  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JA1781  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 JA1781  HORZ ORDER      -  SECOND
 JA1781
 JA1781.The horizontal coordinates were established by classical geodetic methods
 JA1781.and adjusted by the National Geodetic Survey in May 1999.
 JA1781
 JA1781.The orthometric height was scaled from a topographic map.
 JA1781
 JA1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1781.GEOID18 height accuracy estimate available here.
 JA1781
 JA1781.Click photographs - Photos may exist for this station.
 JA1781
 JA1781.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1781
 JA1781. The following values were computed from the NAD 83(1997) position.
 JA1781
 JA1781;                    North         East     Units Scale Factor Converg.
 JA1781;SPC IN W     -   344,104.501   962,094.951   MT  1.00001413   +0 26 26.6
 JA1781;SPC IN W     - 1,128,949.52  3,156,473.19   sFT  1.00001413   +0 26 26.6
 JA1781;UTM  16      - 4,244,358.609   554,790.102   MT  0.99963697   +0 23 20.4
 JA1781
 JA1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1781!SPC IN W     -   0.99996304  x   1.00001413  =   0.99997717
 JA1781!UTM  16      -   0.99996304  x   0.99963697  =   0.99960003
 JA1781
 JA1781:                Primary Azimuth Mark                     Grid Az
 JA1781:SPC IN W     -  TEMPLE AZ MK                             235 51 09.6
 JA1781:UTM  16      -  TEMPLE AZ MK                             235 54 15.8
 JA1781
 JA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5479044358(NAD 83)
 JA1781
 JA1781|---------------------------------------------------------------------|
 JA1781| PID    Reference Object                     Distance      Geod. Az  |
 JA1781|                                                           dddmmss.s |
 JA1781| CG9262 TEMPLE RM 1                           5.855 METERS 00511     |
 JA1781| CG9263 TEMPLE RM 2                           8.382 METERS 10925     |
 JA1781| CG9264 TEMPLE RM 3                           4.000 METERS 17558     |
 JA1781| JA1787 TEMPLE AZ MK                        APPROX. 0.8 KM 2361736.2 |
 JA1781|---------------------------------------------------------------------|
 JA1781
 JA1781                          SUPERSEDED SURVEY CONTROL
 JA1781
 JA1781  NAD 83(1993)-  38 20 44.53377(N)    086 22 22.78768(W) AD(       ) 2
 JA1781  NAD 83(1986)-  38 20 44.53627(N)    086 22 22.79047(W) AD(       ) 2
 JA1781  NAD 27      -  38 20 44.31400(N)    086 22 22.85900(W) AD(       ) 2
 JA1781
 JA1781.Superseded values are not recommended for survey control.
 JA1781
 JA1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1781.See file dsdata.pdf to determine how the superseded data were derived.
 JA1781
 JA1781_MARKER: DS = TRIANGULATION STATION DISK
 JA1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1781_STAMPING: TEMPLE 1946
 JA1781_MARK LOGO: CGS
 JA1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1781+STABILITY: SURFACE MOTION
 JA1781
 JA1781  HISTORY     - Date     Condition        Report By
 JA1781  HISTORY     - 1946     MONUMENTED       CGS
 JA1781  HISTORY     - 1979     GOOD             NGS
 JA1781
 JA1781                          STATION DESCRIPTION
 JA1781
 JA1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1781'STATION IS ABOUT 2 MILES EAST FROM TEMPLE SETTLEMENT, 2-1/2 MILES
 JA1781'SOUTHWEST FROM MARENGO AND ABOUT 1/2 MILES EAST FROM STATE HIGHWAY
 JA1781'64, ON A PROMINENT BARE HILL, AT THE NORTHWEST CORNER OF A CEMETERY
 JA1781'AND ABOUT 75 YARDS WEST FROM A GRAVEL ROAD WHICH LEADS SOUTH FROM
 JA1781'THE HIGHWAY, IT IS 7.4 FEET NORTHWEST OF THE CEMETERY FENCE
 JA1781'CORNER AND 6 FEET NORTH OF A WHITE WITNESS POST, 2.5 FEET WEST OF
 JA1781'A WIRE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1781'STAMPED TEMPLE 1946.
 JA1781'
 JA1781'REFERENCE MARK NO. 1 IS 19.19 FEET NORTH OF THE STATION, 1.5 FEET
 JA1781'WEST OF A WIRE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1781'IS STAMPED TEMPLE NO 1 1946.
 JA1781'
 JA1781'REFERENCE MARK NO. 2 IS 27.50 FEET EAST OF THE STATION, 1.5 FEET
 JA1781'NORTH OF A WIRE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1781'IS STAMPED TEMPLE NO 2 1946.
 JA1781'
 JA1781'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 32.8 FEET NORTHWEST
 JA1781'OF STATE HIGHWAY 64, AND 2.5 FEET NORTHEAST OF A WHITE WITNESS POST.
 JA1781'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TEMPLE 1946.
 JA1781'
 JA1781'TO REACH THE STATION FROM MARENGO, GO WEST AND SOUTHWEST ON STATE
 JA1781'HIGHWAY 64, FOR 2.6 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH
 JA1781'0.3 MILE, THEN TAKE THE RIGHT FORK OF THE GRAVEL ROAD AND GO
 JA1781'SOUTHWEST UP THE HILL ABOUT 100 YARDS TO THE NORTHWEST CORNER OF THE
 JA1781'CEMETERY AND THE STATION.
 JA1781'
 JA1781'TO REACH THE AZIMUTH FROM THE CROSSROADS, NORTH OF THE STATION,
 JA1781'CONTINUE WEST AND SOUTH ON THE HIGHWAY, 0.6 MILES TO THE MARK ON THE
 JA1781'RIGHT.
 JA1781'
 JA1781'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1781
 JA1781                          STATION RECOVERY (1979)
 JA1781
 JA1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA1781'STATION MARK, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 JA1781'AZIMUTH MARK WAS NOT FOUND.  APPROXIMATELY 1 HOUR WAS SPENT IN THE
 JA1781'SEARCH FOR THE MARK.  THERE WERE NOT ENOUGH REFERENCE POINTS LEFT TO
 JA1781'LOCATE IT.  THE PROPERTY OWNER WHERE THE AZIMUTH MARK WAS SET STATED
 JA1781'HE KNEW THAT THE MARK WAS YET IN PLACE.  THIS WRITER COULD NOT LOCATE
 JA1781'IT.
 JA1781'
 JA1781'RM 2 WAS NOT VISIBLE TO THE STATION AS A TREE NOW OBSTRUCTS THE LINE
 JA1781'OF SIGHT.  RM 3 WAS SET AT THIS TIME.
 JA1781'
 JA1781'DUE TO WEATHER CONDITIONS AND TIME AT THE AREA OF STATION A NEW AZI MK
 JA1781'WAS NOT SET.  AN AZIMUTH MARK WILL HAVE TO BE ESTABLISHED WITH A
 JA1781'POLARIS OBSERVATION AT STATION WHEN WEATHER AND TIME PERMITS.
 JA1781'
 JA1781'THE STATION IS 21 FT N OF THE NANCY BOSLEY HEADSTONE, 7.0 FT N OF A
 JA1781'CEMETERY CORNER FENCE POST, 6.6 FT N OF A METAL WITNESS POST AND 4 FT
 JA1781'NW OF A 18 INCH CALTALPA TREE.  THE MARK PROJECTS 6 INCHES AND THE
 JA1781'DISK STAMPED TEMPLE 1946.
 JA1781'
 JA1781'REFERENCE MARK 1 IS 21 FT N OF THE 18 INCH TREE AND 1 FT E OF A METAL
 JA1781'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED TEMPLE
 JA1781'NO 1 1946.
 JA1781'
 JA1781'REFERENCE MARK 2 IS 22.5 FT NE OF THE BOSLEY HEADSTONE, 25.5 FT E OF
 JA1781'A METAL WITNESS POST AND 0.5 FT E OF A METAL WITNESS POST THE MARK
 JA1781'PROJECTS 4 INCHES AND THE DISK STAMPED TEMPLE NO 2 1946.
 JA1781'
 JA1781'REFERENCE MARK 3 IS 6 FT S OF A METAL WITNESS POST, 6 FT S OF THE
 JA1781'CORNER FENCE POST AND 1 FT W OF FENCE LINE.  THE MARK IS A 3 FT
 JA1781'ALUMINUM TYPE MARK AND STAMPED TEMPLE 1946 NO 3 1979.
 JA1781'
 JA1781'TO REACH THE STATION FROM THE POST OFFICE AT MARENGO, GO NE ON
 JA1781'PLEASANT AVENUE FOR 0.4 MILE TO JUNCTION WITH STATE HIGHWAYS 64 AND
 JA1781'66.  GO W ON THE HIGHWAYS FOR 0.5 MILE TO WHERE HIGHWAY 66 GOES S
 JA1781'AT A FLASHING LIGHT.  CONTINUE W ON HIGHWAY 64 FOR 2.3 MILES TO A
 JA1781'CROSSROAD.  TURN LEFT GO S ON A GRAVELED ROAD FOR 1.4 MILES TO A
 JA1781'CROSSROADS WHICH IS OLD STATE HIGHWAY 64.  CONTINUE S FOR 0.3 MILE TO
 JA1781'A GRAVELED ROAD TO THE RIGHT LEADING UPHILL TO CEMETERY.  TURN RIGHT G
 JA1781'GO SOUTHWESTERLY UPHILL FOR 0.1 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1787 ***********************************************************************
 JA1787  DESIGNATION -  TEMPLE AZ MK
 JA1787  PID         -  JA1787
 JA1787  STATE/COUNTY-  IN/CRAWFORD
 JA1787  COUNTRY     -  US
 JA1787  USGS QUAD   -  ENGLISH (2019)
 JA1787
 JA1787                         *CURRENT SURVEY CONTROL
 JA1787  ______________________________________________________________________
 JA1787* NAD 83(1997) POSITION- 38 20 29.80954(N) 086 22 50.80388(W)   ADJUSTED
 JA1787* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 JA1787  ______________________________________________________________________
 JA1787  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 JA1787  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 JA1787  HORZ ORDER      -  SECOND
 JA1787
 JA1787.The horizontal coordinates were established by classical geodetic methods
 JA1787.and adjusted by the National Geodetic Survey in May 1999.
 JA1787
 JA1787.The orthometric height was scaled from a topographic map.
 JA1787
 JA1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1787.GEOID18 height accuracy estimate available here.
 JA1787
 JA1787.Click photographs - Photos may exist for this station.
 JA1787
 JA1787.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1787
 JA1787. The following values were computed from the NAD 83(1997) position.
 JA1787
 JA1787;                    North         East     Units Scale Factor Converg.
 JA1787;SPC IN W     -   343,645.391   961,418.052   MT  1.00001310   +0 26 09.0
 JA1787;SPC IN W     - 1,127,443.25  3,154,252.39   sFT  1.00001310   +0 26 09.0
 JA1787;UTM  16      - 4,243,900.283   554,113.044   MT  0.99963606   +0 23 02.9
 JA1787
 JA1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1787!SPC IN W     -   0.99996555  x   1.00001310  =   0.99997865
 JA1787!UTM  16      -   0.99996555  x   0.99963606  =   0.99960163
 JA1787
 JA1787:                Primary Azimuth Mark                     Grid Az
 JA1787:SPC IN W     -  TEMPLE                                   055 51 09.9
 JA1787:UTM  16      -  TEMPLE                                   055 54 16.0
 JA1787
 JA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5411343900(NAD 83)
 JA1787
 JA1787|---------------------------------------------------------------------|
 JA1787| PID    Reference Object                     Distance      Geod. Az  |
 JA1787|                                                           dddmmss.s |
 JA1787| JA1781 TEMPLE                              APPROX. 0.8 KM 0561718.9 |
 JA1787|---------------------------------------------------------------------|
 JA1787
 JA1787                          SUPERSEDED SURVEY CONTROL
 JA1787
 JA1787  NAD 83(1993)-  38 20 29.81263(N)    086 22 50.80594(W) AD(       ) 2
 JA1787  NAD 83(1986)-  38 20 29.81520(N)    086 22 50.80862(W) AD(       ) 2
 JA1787  NAD 27      -  38 20 29.59300(N)    086 22 50.87500(W) AD(       ) 2
 JA1787
 JA1787.Superseded values are not recommended for survey control.
 JA1787
 JA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1787.See file dsdata.pdf to determine how the superseded data were derived.
 JA1787
 JA1787_MARKER: DS = TRIANGULATION STATION DISK
 JA1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1787_STAMPING: TEMPLE 1946
 JA1787_MARK LOGO: CGS
 JA1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1787+STABILITY: SURFACE MOTION
 JA1787
 JA1787  HISTORY     - Date     Condition        Report By
 JA1787  HISTORY     - 1946     MONUMENTED       CGS
 JA1787
 JA1787                          STATION DESCRIPTION
 JA1787
 JA1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1787'STATION IS ABOUT 2 MILES EAST FROM TEMPLE SETTLEMENT, AND ABOUT
 JA1787'2-1/2 MILES SOUTHWEST FROM MARENGO.  IT IS 0.5 MILE WEST OF STATION
 JA1787'TEMPLE, 32.8 FEET NORTHWEST OF STATE HIGHWAY 64, AND 2.5 FEET
 JA1787'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JA1787'THE DISK IS STAMPED TEMPLE 1946.
 JA1787'
 JA1787'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND 66 IN
 JA1787'MARENGO, WHICH IS ABOUT 0.2 MILE WEST OF TOWN, GO WEST ON STATE
 JA1787'HIGHWAY 64 FOR 3.2 MILES AND THE MARK, THIS IS JUST 0.1 MILE EAST
 JA1787'OF A SHARP RIGHT TURN.
 JA1787'
 JA1787'TO REACH STATION TEMPLE FROM THE AZIMUTH, GO EAST FOR 0.6 MILE TO A
 JA1787'CROSSROAD, TURN RIGHT AND GO SOUTH 0.3 MILE, THEN TAKE THE RIGHT
 JA1787'FORK OF THE GRAVEL ROAD AND GO SOUTHWEST UP THE HILL ABOUT 100 YARDS
 JA1787'TO THE NORTHWEST CORNER OF THE CEMETERY AND THE STATION.
 JA1787'
 JA1787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2162 ***********************************************************************
 LB2162  DESIGNATION -  TEMPLETON
 LB2162  PID         -  LB2162
 LB2162  STATE/COUNTY-  IN/BENTON
 LB2162  COUNTRY     -  US
 LB2162  USGS QUAD   -  TEMPLETON (2019)
 LB2162
 LB2162                         *CURRENT SURVEY CONTROL
 LB2162  ______________________________________________________________________
 LB2162* NAD 83(1997) POSITION- 40 31 08.11293(N) 087 12 40.85182(W)   ADJUSTED
 LB2162* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2162  ______________________________________________________________________
 LB2162  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 LB2162  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 LB2162  HORZ ORDER      -  THIRD
 LB2162
 LB2162.The horizontal coordinates were established by classical geodetic methods
 LB2162.and adjusted by the National Geodetic Survey in May 1999.
 LB2162
 LB2162.The orthometric height was scaled from a topographic map.
 LB2162
 LB2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2162.GEOID18 height accuracy estimate available here.
 LB2162
 LB2162.Click photographs - Photos may exist for this station.
 LB2162
 LB2162.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2162
 LB2162. The following values were computed from the NAD 83(1997) position.
 LB2162
 LB2162;                    North         East     Units Scale Factor Converg.
 LB2162;SPC IN W     -   585,144.300   889,151.915   MT  0.99996811   -0 04 59.4
 LB2162;SPC IN W     - 1,919,760.92  2,917,159.24   sFT  0.99996811   -0 04 59.4
 LB2162;UTM  16      - 4,485,376.334   482,096.718   MT  0.99960395   -0 08 14.3
 LB2162
 LB2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2162!SPC IN W     -   0.99997201  x   0.99996811  =   0.99994012
 LB2162!UTM  16      -   0.99997201  x   0.99960395  =   0.99957597
 LB2162
 LB2162:                Primary Azimuth Mark                     Grid Az
 LB2162:SPC IN W     -  TEMPLETON AZ MK                          138 30 26.4
 LB2162:UTM  16      -  TEMPLETON AZ MK                          138 33 41.3
 LB2162
 LB2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8209685376(NAD 83)
 LB2162
 LB2162|---------------------------------------------------------------------|
 LB2162| PID    Reference Object                     Distance      Geod. Az  |
 LB2162|                                                           dddmmss.s |
 LB2162| CM4689 TEMPLETON AZ MK                                    1382527.0 |
 LB2162| CM4690 TEMPLETON RM 1                       29.540 METERS 17215     |
 LB2162| CM4691 TEMPLETON RM 2                       24.887 METERS 24935     |
 LB2162|---------------------------------------------------------------------|
 LB2162
 LB2162                          SUPERSEDED SURVEY CONTROL
 LB2162
 LB2162  NAD 83(1986)-  40 31 08.12062(N)    087 12 40.86202(W) AD(       ) 3
 LB2162  NAD 27      -  40 31 07.98750(N)    087 12 40.82150(W) AD(       ) 3
 LB2162
 LB2162.Superseded values are not recommended for survey control.
 LB2162
 LB2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2162.See file dsdata.pdf to determine how the superseded data were derived.
 LB2162
 LB2162_MARKER: DS = TRIANGULATION STATION DISK
 LB2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2162_STAMPING: TEMPLETON 1955
 LB2162_MARK LOGO: CGS
 LB2162_PROJECTION: FLUSH
 LB2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2162+STABILITY: SURFACE MOTION
 LB2162
 LB2162  HISTORY     - Date     Condition        Report By
 LB2162  HISTORY     - 1955     MONUMENTED       CGS
 LB2162
 LB2162                          STATION DESCRIPTION
 LB2162
 LB2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2162'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 LB2162'U. S. HIGHWAY 52, STATE HIGHWAY 352 AND A PAVED ROAD ABOUT 2 MILES
 LB2162'EAST OF OXFORD AND ABOUT 1/2 MILE NORTH OF TEMPLETON.  IT IS 239
 LB2162'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 102 FEET EAST OF
 LB2162'THE CENTER OF THE EAST LANE OF HIGHWAY 52, 72 FEET SOUTH OF THE
 LB2162'CENTER OF THE PAVED ROAD AND 13 FEET WEST OF A FENCE AND
 LB2162'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2162'STAMPED TEMPLETON 1955.
 LB2162'
 LB2162'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE EAST LANE
 LB2162'OF THE HIGHWAY AND 4 FEET NORTH OF A FENCE CORNER.  THE MARK
 LB2162'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TEMPLETON NO 1 1955.
 LB2162'
 LB2162'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE CENTER OF THE EAST LANE
 LB2162'OF THE HIGHWAY AND 2 FEET SOUTH OF A CONCRETE CULVERT.  THE MARK
 LB2162'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED TEMPLETON NO 2
 LB2162'1955.
 LB2162'
 LB2162'AZIMUTH MARK IS BETWEEN THE TWO LANES OF HIGHWAY 52, 48 FEET EAST OF
 LB2162'THE CENTER OF THE WEST LANE, 35 FEET SOUTH OF THE CENTER OF A PAVED
 LB2162'CROSSOVER, 26 FEET WEST OF THE CENTER OF THE EAST LANE AND 2 FEET
 LB2162'NORTHWEST OF A STOP SIGN.  THE MARK IS FLUSH AND THE DISK IS
 LB2162'STAMPED TEMPLETON 1955.
 LB2162'
 LB2162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY
 LB2162'52 FOR 0.35 MILE TO A PAVED CROSSOVER AND THE MARK AS DESCRIBED.
 LB2162'
 LB2162'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2604 ***********************************************************************
 LB2604  DESIGNATION -  TEN
 LB2604  PID         -  LB2604
 LB2604  STATE/COUNTY-  IN/TIPPECANOE
 LB2604  COUNTRY     -  US
 LB2604  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2604
 LB2604                         *CURRENT SURVEY CONTROL
 LB2604  ______________________________________________________________________
 LB2604* NAD 83(1997) POSITION- 40 26 44.34878(N) 086 58 49.66805(W)   ADJUSTED
 LB2604* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 LB2604  ______________________________________________________________________
 LB2604  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 LB2604  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 LB2604  HORZ ORDER      -  THIRD
 LB2604
 LB2604.The horizontal coordinates were established by classical geodetic methods
 LB2604.and adjusted by the National Geodetic Survey in May 1999.
 LB2604
 LB2604.The orthometric height was scaled from a topographic map.
 LB2604
 LB2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2604.GEOID18 height accuracy estimate available here.
 LB2604
 LB2604.Click photographs - Photos may exist for this station.
 LB2604
 LB2604.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2604
 LB2604. The following values were computed from the NAD 83(1997) position.
 LB2604
 LB2604;                    North         East     Units Scale Factor Converg.
 LB2604;SPC IN W     -   577,005.834   908,726.802   MT  0.99996760   +0 04 00.2
 LB2604;SPC IN W     - 1,893,059.97  2,981,381.18   sFT  0.99996760   +0 04 00.2
 LB2604;UTM  16      - 4,477,222.373   501,656.751   MT  0.99960003   +0 00 45.6
 LB2604
 LB2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2604!SPC IN W     -   0.99997203  x   0.99996760  =   0.99993963
 LB2604!UTM  16      -   0.99997203  x   0.99960003  =   0.99957207
 LB2604
 LB2604:                Primary Azimuth Mark                     Grid Az
 LB2604:SPC IN W     -  TEN AZ MK                                268 44 05.2
 LB2604:UTM  16      -  TEN AZ MK                                268 47 19.8
 LB2604
 LB2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0165677222(NAD 83)
 LB2604
 LB2604|---------------------------------------------------------------------|
 LB2604| PID    Reference Object                     Distance      Geod. Az  |
 LB2604|                                                           dddmmss.s |
 LB2604| CD1311 TEN RM 1                             26.520 METERS 01504     |
 LB2604| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 6.0 KM 1094339.7 |
 LB2604| CD1312 TEN RM 2                             28.105 METERS 25707     |
 LB2604| CD1310 TEN AZ MK                                          2684805.4 |
 LB2604|---------------------------------------------------------------------|
 LB2604
 LB2604                          SUPERSEDED SURVEY CONTROL
 LB2604
 LB2604  NAD 83(1986)-  40 26 44.35599(N)    086 58 49.67931(W) AD(       ) 3
 LB2604  NAD 27      -  40 26 44.24300(N)    086 58 49.61790(W) AD(       ) 3
 LB2604
 LB2604.Superseded values are not recommended for survey control.
 LB2604
 LB2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2604.See file dsdata.pdf to determine how the superseded data were derived.
 LB2604
 LB2604_MARKER: DS = TRIANGULATION STATION DISK
 LB2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2604_STAMPING: TEN 1948
 LB2604_MARK LOGO: CGS
 LB2604_PROJECTION: RECESSED 15 CENTIMETERS
 LB2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2604+STABILITY: SURFACE MOTION
 LB2604
 LB2604  HISTORY     - Date     Condition        Report By
 LB2604  HISTORY     - 1948     MONUMENTED       CGS
 LB2604  HISTORY     - 1964     GOOD             CGS
 LB2604  HISTORY     - 1966     GOOD             CGS
 LB2604  HISTORY     - 1974     MARK NOT FOUND   NGS
 LB2604  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB2604
 LB2604                          STATION DESCRIPTION
 LB2604
 LB2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2604'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LA FAYETTE AND 3 MILES
 LB2604'SOUTHEAST OF MONTMORENCI IN THE SOUTHEAST CORNER OF A SMALL FIELD.
 LB2604'IT IS 167 FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 26 AND A
 LB2604'GRAVEL CROSS ROAD, 51 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 43
 LB2604'FEET NORTH OF CENTER OF A GRAVEL ROAD AND 27 FEET NORTHWEST OF
 LB2604'A WHITE WITNESS POST.  THE MARK IS ABOUT 6 INCHES BELOW THE
 LB2604'SURFACE OF THE GROUND AND THE DISK IS STAMPED TEN 1948.
 LB2604'
 LB2604'REFERENCE MARK NO. 1 IS 87.01 FEET NORTH OF THE STATION.  IT IS 30
 LB2604'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.
 LB2604'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED TEN NO 1
 LB2604'1948.
 LB2604'
 LB2604'REFERENCE MARK NO. 2 IS 92.21 FEET WEST OF THE STATION.  IT IS 22
 LB2604'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 10 FEET WEST OF CENTER OF
 LB2604'A PRIVATE DRIVE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 LB2604'ABOUT 2 INCHES AND THE DISK IS STAMPED TEN NO 2 1948.
 LB2604'
 LB2604'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 21 FEET SOUTH OF
 LB2604'CENTER OF HIGHWAY 26 AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 LB2604'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TEN 1948.
 LB2604'
 LB2604'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BUSINESS
 LB2604'ROUTE) AND STATE HIGHWAY 26 IN WEST LA FAYETTE, GO WEST ON HIGHWAY
 LB2604'26 FOR 4.3 MILES TO A CROSS GRAVEL ROAD AND STATION AS DESCRIBED.
 LB2604'
 LB2604'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 26 FOR 0.2
 LB2604'MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LB2604'
 LB2604'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2604
 LB2604                          STATION RECOVERY (1964)
 LB2604
 LB2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 LB2604'STATION MARK, RM 1 AND 2 RECOVERED AS DESCRIBED.
 LB2604
 LB2604                          STATION RECOVERY (1966)
 LB2604
 LB2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2604'STATION WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS RECOVERED IN GOOD
 LB2604'CONDITION. IT IS NOW FLUSH WITH THE GROUND.  RM 2 WAS NOT RECOVERED.
 LB2604'LOCATION IS NOW SITE OF SCRAPING AND ROAD WIDENING.  AZIMUTH MARK
 LB2604'WAS NOT SEARCHED FOR.
 LB2604
 LB2604                          STATION RECOVERY (1974)
 LB2604
 LB2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 LB2604'NOT RECOVERED.  A THOROUGH SEARCH OF THE STATION SITE FAILED TO
 LB2604'REVEAL ANY SIGN OF THE STATION OR RM 2.  RM 1 WAS RECOVERED IN GOOD
 LB2604'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LB2604'
 LB2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.1 MILES WNW OF
 LB2604'WEST LAFAYETTE.
 LB2604
 LB2604                          STATION RECOVERY (2014)
 LB2604
 LB2604'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB2604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1984 ***********************************************************************
 JA1984  DESIGNATION -  TENNY
 JA1984  PID         -  JA1984
 JA1984  STATE/COUNTY-  IN/WARRICK
 JA1984  COUNTRY     -  US
 JA1984  USGS QUAD   -  CHRISNEY (2019)
 JA1984
 JA1984                         *CURRENT SURVEY CONTROL
 JA1984  ______________________________________________________________________
 JA1984* NAD 83(1997) POSITION- 38 06 57.02435(N) 087 07 07.03305(W)   ADJUSTED
 JA1984* NAVD 88 ORTHO HEIGHT -   138.03  (+/-2cm)      452.9   (feet) VERTCON3
 JA1984  ______________________________________________________________________
 JA1984  GEOID HEIGHT    -        -31.553 (meters)                     GEOID18
 JA1984  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 JA1984  HORZ ORDER      -  THIRD
 JA1984  VERT ORDER      -  THIRD ? (See Below)
 JA1984
 JA1984.The horizontal coordinates were established by classical geodetic methods
 JA1984.and adjusted by the National Geodetic Survey in May 1999.
 JA1984
 JA1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1984
 JA1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1984.GEOID18 height accuracy estimate available here.
 JA1984
 JA1984.The vertical order pertains to the NGVD 29 superseded value.
 JA1984
 JA1984.Click photographs - Photos may exist for this station.
 JA1984
 JA1984.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1984
 JA1984. The following values were computed from the NAD 83(1997) position.
 JA1984
 JA1984;                    North         East     Units Scale Factor Converg.
 JA1984;SPC IN W     -   318,352.156   896,905.644   MT  0.99996678   -0 01 18.4
 JA1984;SPC IN W     - 1,044,460.37  2,942,597.93   sFT  0.99996678   -0 01 18.4
 JA1984;UTM  16      - 4,218,674.490   489,601.857   MT  0.99960133   -0 04 23.6
 JA1984
 JA1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1984!SPC IN W     -   0.99998329  x   0.99996678  =   0.99995007
 JA1984!UTM  16      -   0.99998329  x   0.99960133  =   0.99958463
 JA1984
 JA1984:                Primary Azimuth Mark                     Grid Az
 JA1984:SPC IN W     -  TENNY AZ MK                              278 44 13.7
 JA1984:UTM  16      -  TENNY AZ MK                              278 47 18.9
 JA1984
 JA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8960118674(NAD 83)
 JA1984
 JA1984|---------------------------------------------------------------------|
 JA1984| PID    Reference Object                     Distance      Geod. Az  |
 JA1984|                                                           dddmmss.s |
 JA1984| CG9268 TENNY RM 1                           12.134 METERS 03350     |
 JA1984| CG9269 TENNY RM 2                            8.477 METERS 24707     |
 JA1984| JA1985 TENNY AZ MK                         APPROX. 0.6 KM 2784255.3 |
 JA1984|---------------------------------------------------------------------|
 JA1984
 JA1984                          SUPERSEDED SURVEY CONTROL
 JA1984
 JA1984  NAD 83(1993)-  38 06 57.02737(N)    087 07 07.03285(W) AD(       ) 3
 JA1984  NAD 83(1986)-  38 06 57.03275(N)    087 07 07.03553(W) AD(       ) 3
 JA1984  NAD 27      -  38 06 56.84900(N)    087 07 07.03400(W) AD(       ) 3
 JA1984  NGVD 29             138.14   (m)          453.2    (f) LEVELING    3  
 JA1984
 JA1984.Superseded values are not recommended for survey control.
 JA1984
 JA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1984.See file dsdata.pdf to determine how the superseded data were derived.
 JA1984
 JA1984_MARKER: DS = TRIANGULATION STATION DISK
 JA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1984_STAMPING: TENNY 1946
 JA1984_MARK LOGO: CGS
 JA1984_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1984+STABILITY: SURFACE MOTION
 JA1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1984+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2010
 JA1984
 JA1984  HISTORY     - Date     Condition        Report By
 JA1984  HISTORY     - 1946     MONUMENTED       CGS
 JA1984  HISTORY     - 20100806 GOOD             GEOCAC
 JA1984
 JA1984                          STATION DESCRIPTION
 JA1984
 JA1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1984'THIS STATION IS ALONG STATE HIGHWAY 161, 2.5 MILES NORTH FROM THE
 JA1984'TENNYSON NATIONAL BANK IN TENNYSON, IN THE NORTHWEST ANGLE OF A
 JA1984'CROSSROADS.  THE MARK IS IN THE SOUTHEAST CORNER OF A LARGE FIELD, 48
 JA1984'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF A GRAVEL
 JA1984'ROAD AND 12 FEET NORTH OF A WHITE WITNESS POST.  A TRAVERSE CONNECTION
 JA1984'WAS MEASURED TO THE AZIMUTH MARK, THE DISTANCE BEING 568.305 METERS.
 JA1984'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TENNY 1946.
 JA1984'
 JA1984'REFERENCE MARK NO 1 IS 39.81 FEET NORTHEAST OF THE STATION, 27 FEET
 JA1984'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE.  THE
 JA1984'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TENNY NO 1 1946.
 JA1984'
 JA1984'REFERENCE MARK NO 2 IS 27.81 FEET SOUTHWEST OF THE STATION, 21 FEET
 JA1984'NORTH OF THE GRAVEL ROAD AND 2 FEET NORTH OF A FENCE.  THE MARK
 JA1984'PROJECTS 6 INCHES AND THE DISK IS STAMPED TENNY NO 2 1946.
 JA1984'
 JA1984'THE AZIMUTH MARK IS WEST OF THE STATION, ABOUT 100 YARDS NORTH OF THE
 JA1984'GRAVEL ROAD, BEHIND A FARMHOUSE.  THE MARK PROJECTS 6 INCHES AND THE
 JA1984'DISK IS STAMPED TENNY 1946.
 JA1984'
 JA1984'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA1984
 JA1984                          STATION RECOVERY (2010)
 JA1984
 JA1984'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1984'STATION MARK AND REFERENCE MARK NUMBER 1 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1985 ***********************************************************************
 JA1985  DESIGNATION -  TENNY AZ MK
 JA1985  PID         -  JA1985
 JA1985  STATE/COUNTY-  IN/WARRICK
 JA1985  COUNTRY     -  US
 JA1985  USGS QUAD   -  DE GONIA SPRINGS (2019)
 JA1985
 JA1985                         *CURRENT SURVEY CONTROL
 JA1985  ______________________________________________________________________
 JA1985* NAD 83(1997) POSITION- 38 06 59.81675(N) 087 07 30.09501(W)   ADJUSTED
 JA1985* NAVD 88 ORTHO HEIGHT -   131.    (meters)      430.    (feet) SCALED
 JA1985  ______________________________________________________________________
 JA1985  GEOID HEIGHT    -        -31.548 (meters)                     GEOID18
 JA1985  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 JA1985  HORZ ORDER      -  THIRD
 JA1985
 JA1985.The horizontal coordinates were established by classical geodetic methods
 JA1985.and adjusted by the National Geodetic Survey in May 1999.
 JA1985
 JA1985.The orthometric height was scaled from a topographic map.
 JA1985
 JA1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1985.GEOID18 height accuracy estimate available here.
 JA1985
 JA1985.Click photographs - Photos may exist for this station.
 JA1985
 JA1985.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1985
 JA1985. The following values were computed from the NAD 83(1997) position.
 JA1985
 JA1985;                    North         East     Units Scale Factor Converg.
 JA1985;SPC IN W     -   318,438.484   896,343.924   MT  0.99996683   -0 01 32.6
 JA1985;SPC IN W     - 1,044,743.59  2,940,755.02   sFT  0.99996683   -0 01 32.6
 JA1985;UTM  16      - 4,218,761.291   489,040.420   MT  0.99960148   -0 04 37.8
 JA1985
 JA1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1985!SPC IN W     -   0.99998441  x   0.99996683  =   0.99995124
 JA1985!UTM  16      -   0.99998441  x   0.99960148  =   0.99958590
 JA1985
 JA1985:                Primary Azimuth Mark                     Grid Az
 JA1985:SPC IN W     -  TENNY                                    098 44 13.7
 JA1985:UTM  16      -  TENNY                                    098 47 18.9
 JA1985
 JA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8904018761(NAD 83)
 JA1985
 JA1985|---------------------------------------------------------------------|
 JA1985| PID    Reference Object                     Distance      Geod. Az  |
 JA1985|                                                           dddmmss.s |
 JA1985| JA1984 TENNY                               APPROX. 0.6 KM 0984241.1 |
 JA1985|---------------------------------------------------------------------|
 JA1985
 JA1985                          SUPERSEDED SURVEY CONTROL
 JA1985
 JA1985  NAD 83(1993)-  38 06 59.81976(N)    087 07 30.09482(W) AD(       ) 3
 JA1985  NAD 83(1986)-  38 06 59.82515(N)    087 07 30.09750(W) AD(       ) 3
 JA1985  NAD 27      -  38 06 59.64200(N)    087 07 30.09500(W) AD(       ) 3
 JA1985
 JA1985.Superseded values are not recommended for survey control.
 JA1985
 JA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1985.See file dsdata.pdf to determine how the superseded data were derived.
 JA1985
 JA1985_MARKER: DZ = AZIMUTH MARK DISK
 JA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1985_STAMPING: TENNY 1946
 JA1985_MARK LOGO: CGS
 JA1985_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1985+STABILITY: SURFACE MOTION
 JA1985
 JA1985  HISTORY     - Date     Condition        Report By
 JA1985  HISTORY     - 1946     MONUMENTED       CGS
 JA1985
 JA1985                          STATION DESCRIPTION
 JA1985
 JA1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1985'THIS STAION IS ABOUT 2.5 MILES NORTH OF TENNYSON IN THE WEST EDGE OF
 JA1985'A LARGE FIELD.  THE MARK
 JA1985'IS 3 FEET EAST OF A FENCELINE AND ABOUT 100 FEET
 JA1985'NORTH-NORTHEAST OF A BARN.  THE
 JA1985'MARK PROJECTS 6 INCHES AND THE DISK
 JA1985'IS STAMPED TENNY 1946.
 JA1985'
 JA1985'TO REACH FROM TENNYSON NATIONAL BANK IN TENNYSON, GO NORTH ON STATE
 JA1985'HIGHWAY 161 FOR
 JA1985'2.5 MILES TO A CROSSROADS, THEN TURN LEFT AND GO
 JA1985'APPROXIMATELY 0.35 MILE TO A
 JA1985'FARMHOUSE ON THE RIGHT, THEN GO ALONG
 JA1985'THE EAST FENCE OF THE FARMHOUSE FOR ABOUT 100
 JA1985'YARDS TO THE STATION.
 JA1985'
 JA1985'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1843 ***********************************************************************
 KA1843  DESIGNATION -  TERRE
 KA1843  PID         -  KA1843
 KA1843  STATE/COUNTY-  IN/VIGO
 KA1843  COUNTRY     -  US
 KA1843  USGS QUAD   -  TERRE HAUTE (2019)
 KA1843
 KA1843                         *CURRENT SURVEY CONTROL
 KA1843  ______________________________________________________________________
 KA1843* NAD 83(1997) POSITION- 39 27 04.76464(N) 087 29 17.57140(W)   ADJUSTED
 KA1843* NAVD 88 ORTHO HEIGHT -   179.91  (+/-2cm)      590.3   (feet) VERTCON3
 KA1843  ______________________________________________________________________
 KA1843  GEOID HEIGHT    -        -32.561 (meters)                     GEOID18
 KA1843  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 KA1843  HORZ ORDER      -  THIRD
 KA1843  VERT ORDER      -  THIRD ? (See Below)
 KA1843
 KA1843.The horizontal coordinates were established by classical geodetic methods
 KA1843.and adjusted by the National Geodetic Survey in May 1999.
 KA1843
 KA1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1843
 KA1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1843.GEOID18 height accuracy estimate available here.
 KA1843
 KA1843.The vertical order pertains to the NGVD 29 superseded value.
 KA1843
 KA1843.Click photographs - Photos may exist for this station.
 KA1843
 KA1843.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1843
 KA1843. The following values were computed from the NAD 83(1997) position.
 KA1843
 KA1843;                    North         East     Units Scale Factor Converg.
 KA1843;SPC IN W     -   466,678.703   865,151.632   MT  0.99998161   -0 15 26.2
 KA1843;SPC IN W     - 1,531,095.04  2,838,418.31   sFT  0.99998161   -0 15 26.2
 KA1843;UTM  16      - 4,366,976.102   457,994.455   MT  0.99962172   -0 18 36.8
 KA1843
 KA1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1843!SPC IN W     -   0.99997688  x   0.99998161  =   0.99995849
 KA1843!UTM  16      -   0.99997688  x   0.99962172  =   0.99959861
 KA1843
 KA1843:                Primary Azimuth Mark                     Grid Az
 KA1843:SPC IN W     -  TERRE AZ MK                              041 17 47.5
 KA1843:UTM  16      -  TERRE AZ MK                              041 20 58.1
 KA1843
 KA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5799466976(NAD 83)
 KA1843
 KA1843|---------------------------------------------------------------------|
 KA1843| PID    Reference Object                     Distance      Geod. Az  |
 KA1843|                                                           dddmmss.s |
 KA1843| CM4692 TERRE AZ MK                                        0410221.3 |
 KA1843| CM4695 TERRE RM 3                           19.696 METERS 05713     |
 KA1843| CM4693 TERRE RM 1                           31.086 METERS 07749     |
 KA1843| CM4696 TERRE RM 4                           19.033 METERS 23300     |
 KA1843| CM4694 TERRE RM 2                           30.312 METERS 32117     |
 KA1843|---------------------------------------------------------------------|
 KA1843
 KA1843                          SUPERSEDED SURVEY CONTROL
 KA1843
 KA1843  NAD 83(1986)-  39 27 04.77154(N)    087 29 17.56486(W) AD(       ) 3
 KA1843  NAD 27      -  39 27 04.64280(N)    087 29 17.48830(W) AD(       ) 3
 KA1843  NGVD 29             180.01   (m)          590.6    (f) LEVELING    3  
 KA1843
 KA1843.Superseded values are not recommended for survey control.
 KA1843
 KA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1843.See file dsdata.pdf to determine how the superseded data were derived.
 KA1843
 KA1843_MARKER: DS = TRIANGULATION STATION DISK
 KA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1843_STAMPING: TERRE 1947
 KA1843_MARK LOGO: CGS
 KA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1843+STABILITY: SURFACE MOTION
 KA1843
 KA1843  HISTORY     - Date     Condition        Report By
 KA1843  HISTORY     - 1947     MONUMENTED       CGS
 KA1843  HISTORY     - 1959     GOOD             CGS
 KA1843
 KA1843                          STATION DESCRIPTION
 KA1843
 KA1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1843'STATION IS ON HIGHWAY RIGHT-OF-WAY 2.45 MILES WEST OF JUNCTION U.S.
 KA1843'HIGHWAYS 40 AND 150 IN WEST TERRE HAUTE VIA U.S. HIGHWAY 40,
 KA1843'1.75 MILES SOUTH OF LIGGETT, 0.3 MILE WEST OF THE SUGAR CREEK
 KA1843'CONSOLIDATED SCHOOL, 0.1 MILE SOUTHEAST OF WILLIAM
 KA1843'NORTONS HOUSE, 58 FEET NORTH OF CENTERLINE OF HIGHWAY 40, AND 18
 KA1843'FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 3
 KA1843'INCHES, AND THE DISK IS STAMPED TERRE 1947.
 KA1843'
 KA1843'REFERENCE MARK NO. 1 IS 101.99 FEET EAST-NORTHEAST OF STATION AND 41
 KA1843'FEET NORTH OF CENTERLINE OF HIGHWAY 40. THE MARK PROJECTS 7
 KA1843'INCHES, AND THE DISK IS STAMPED TERRE NO 1 1947.
 KA1843'
 KA1843'REFERENCE MARK NO. 2 IS 99.45 FEET NORTHWEST OF STATION AND 56 FEET
 KA1843'EAST OF APPROXIMATE CENTERLINE OF WILLIAM NORTONS
 KA1843'DRIVEWAY. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED TERRE
 KA1843'NO 2 1947.
 KA1843'
 KA1843'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF STATION, 16 FEET EAST OF
 KA1843'APPROXIMATE CENTERLINE OF ASPHALT ROAD, 8 FEET NORTHEAST OF O.M.
 KA1843'BARTONS MAIL BOX, AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MARK
 KA1843'PROJECTS 6 INCHES, AND THE DISK IS STAMPED TERRE 1947.
 KA1843'
 KA1843'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON U.S. HIGHWAY 40 FOR
 KA1843'0.2 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO MARK ON
 KA1843'RIGHT.
 KA1843'
 KA1843'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1843
 KA1843                          STATION RECOVERY (1959)
 KA1843
 KA1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1843'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 KA1843'WERE FOUND TO BE IN GOOD CONDITION.
 KA1843'
 KA1843'REFERENCE MARKS 1 AND 2 WERE DESTROYED AND REFERENCE MARKS 3 AND 4
 KA1843'WERE ESTABLISHED.
 KA1843'
 KA1843'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN TOP OF A 10 INCH
 KA1843'SQUARE CONCRETE POST WHICH IS SET FLUSH AND THE DISK IS STAMPED
 KA1843'TERRE 1947 NO 3. THE MARK IS 91 FEET SOUTH OF THE APPROXIMATE CENTER
 KA1843'OF THE EAST BOUND LANE OF U.S.  HIGHWAY 40 AND 70 FEET NORTH
 KA1843'OF THE APPROXIMATE CENTER OF THE OLD HIGHWAY.
 KA1843'
 KA1843'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN TOP OF A 10 INCH
 KA1843'SQUARE CONCRETE POST WHICH IS SET FLUSH AND THE DISK IS STAMPED
 KA1843'TERRE 1947 NO 4. THE MARK IS 41.6 FEET NORTH OF THE APPROXIMATE
 KA1843'CENTER OF THE OLD HIGHWAY, 6 FEET EAST-SOUTHEAST OF AN 8
 KA1843'INCH TREE AND 1.7 FEET NORTH-NORTHEAST OF WITNESS POST.
 KA1843'
 KA1843'THE STATION MARK IS 100 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KA1843'EAST BOUND LANE OF U.S. HIGHWAY 40, 63.5 FEET NORTHEAST OF
 KA1843'WITNESS POST AND 58 FEET NORTH OF THE APPROXIMATE CENTER OF THE OLD
 KA1843'HIGHWAY 40. THE MARK IS SET FLUSH AND THE DISK IS STAMPED TERRE
 KA1843'1947.
 KA1843'
 KA1843'TO REACH THE STATION FROM THE INDIANA-ILLINOIS STATE LINE, ABOUT 5
 KA1843'MILES WEST-SOUTHWEST OF TERRE HAUTE, GO NORTHEAST ON U.S. HIGHWAY
 KA1843'40 FOR 2.5 MILES TO A TRUCK STOP AND CAFE ON THE RIGHT, TURN SHARP
 KA1843'RIGHT AND GO SOUTHWEST ON TRACK ROAD FOR 0.05 MILE TO THE TOP
 KA1843'OF HILL AND THE STATION AS DESCRIBED.
 KA1843'
 KA1843'THE ORIGINAL TO REACH THE AZIMUTH MARK IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1813 ***********************************************************************
 KA1813  DESIGNATION -  TERRE BASE A
 KA1813  PID         -  KA1813
 KA1813  STATE/COUNTY-  IN/VIGO
 KA1813  COUNTRY     -  US
 KA1813  USGS QUAD   -  SEELYVILLE (2019)
 KA1813
 KA1813                         *CURRENT SURVEY CONTROL
 KA1813  ______________________________________________________________________
 KA1813* NAD 83(1997) POSITION- 39 27 00.29561(N) 087 19 58.83940(W)   ADJUSTED
 KA1813* NAVD 88 ORTHO HEIGHT -   173.9   (meters)      571.    (feet) VERTCON3
 KA1813  ______________________________________________________________________
 KA1813  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 KA1813  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 KA1813  HORZ ORDER      -  SECOND
 KA1813
 KA1813.The horizontal coordinates were established by classical geodetic methods
 KA1813.and adjusted by the National Geodetic Survey in May 1999.
 KA1813
 KA1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1813
 KA1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1813.GEOID18 height accuracy estimate available here.
 KA1813
 KA1813.Click photographs - Photos may exist for this station.
 KA1813
 KA1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1813
 KA1813. The following values were computed from the NAD 83(1997) position.
 KA1813
 KA1813;                    North         East     Units Scale Factor Converg.
 KA1813;SPC IN W     -   466,492.396   878,509.724   MT  0.99997235   -0 09 31.1
 KA1813;SPC IN W     - 1,530,483.80  2,882,243.99   sFT  0.99997235   -0 09 31.1
 KA1813;UTM  16      - 4,366,777.521   471,347.546   MT  0.99961011   -0 12 41.8
 KA1813
 KA1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1813!SPC IN W     -   0.99997786  x   0.99997235  =   0.99995021
 KA1813!UTM  16      -   0.99997786  x   0.99961011  =   0.99958798
 KA1813
 KA1813:                Primary Azimuth Mark                     Grid Az
 KA1813:SPC IN W     -  TERRE SOUTH BASE                         180 23 49.3
 KA1813:UTM  16      -  TERRE SOUTH BASE                         180 27 00.0
 KA1813
 KA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7134766777(NAD 83)
 KA1813
 KA1813|---------------------------------------------------------------------|
 KA1813| PID    Reference Object                     Distance      Geod. Az  |
 KA1813|                                                           dddmmss.s |
 KA1813| KA1811 TERRE SOUTH BASE                    APPROX. 5.2 KM 1801418.2 |
 KA1813|---------------------------------------------------------------------|
 KA1813
 KA1813                          SUPERSEDED SURVEY CONTROL
 KA1813
 KA1813  NAD 83(1986)-  39 27 00.30164(N)    087 19 58.83177(W) AD(       ) 2
 KA1813  NAD 27      -  39 27 00.16860(N)    087 19 58.76320(W) AD(       ) 2
 KA1813  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 KA1813
 KA1813.Superseded values are not recommended for survey control.
 KA1813
 KA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1813.See file dsdata.pdf to determine how the superseded data were derived.
 KA1813
 KA1813_MARKER: DS = TRIANGULATION STATION DISK
 KA1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1813_STAMPING: TERRE BASE A
 KA1813_MARK LOGO: CGS
 KA1813_PROJECTION: FLUSH
 KA1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1813+STABILITY: SURFACE MOTION
 KA1813
 KA1813  HISTORY     - Date     Condition        Report By
 KA1813  HISTORY     - 1947     MONUMENTED       CGS
 KA1813  HISTORY     - 1955     GOOD             CGS
 KA1813  HISTORY     - 1957     GOOD             CGS
 KA1813  HISTORY     - 1960     GOOD             CGS
 KA1813  HISTORY     - 1964     GOOD             CGS
 KA1813
 KA1813                          STATION DESCRIPTION
 KA1813
 KA1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1813'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 KA1813'46, 4 MILES EAST-SOUTHEAST OF TERRE HAUTE, 1 MILE SOUTH OF THE
 KA1813'JUNCTION OF STATE HIGHWAYS 42 AND 46, 0.15 MILE NORTH OF A GRAVELED
 KA1813'CROSSROAD, 51 FEET SOUTH OF A DRIVEWAY, 49 FEET SOUTHWEST
 KA1813'OF PAUL HENDRIXS DRIVEWAY, 31 FEET SOUTHEAST OF A CONCRETE
 KA1813'RIGHT-OF-WAY MARKER, AND 17 FEET WEST OF THE APPROXIMATE
 KA1813'CENTERLINE OF STATE HIGHWAY 46. THE MARK IS FLUSH WITH THE GROUND,
 KA1813'AND THE DISK IS STAMPED TERRE BASE A.
 KA1813'
 KA1813'THIS STATION WAS NECESSARY AS THE HIGHWAY, STATE HIGHWAY 46, MAKES A
 KA1813'SLIGHT BEND, AND ALSO IT WAS IMPOSSIBLE TO RUN THE BASE WITHOUT
 KA1813'HITTING THE HIGHWAY AND BRUSHEY FENCE ROW AT THE NORTH END OF THE
 KA1813'BASE.
 KA1813'
 KA1813'REFERENCE MARKS OR AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS
 KA1813'STATION.  HEIGHT OF
 KA1813'LIGHT ABOVE STATION MARK 2 METERS.
 KA1813
 KA1813                          STATION RECOVERY (1955)
 KA1813
 KA1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1813'STATION RECOVERED IN GOOD CONDITION. NO REFERENCE MARKS OR AZIMUTH
 KA1813'MARK WERE ESTABLISHED. A MORE CORRECT DESCRIPTION FOLLOWS-
 KA1813'
 KA1813'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 KA1813'46, 4 MILES EAST-SOUTHEAST OF TERRE HAUTE, 1 MILE SOUTH OF THE
 KA1813'JUNCTION OF STATE HIGHWAYS 42 AND 46, 0.15 MILE NORTH OF A CROSSROAD,
 KA1813'17 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 46, 51 FEET NORTH
 KA1813'OF A DRIVEWAY CENTERLINE, 133 FEET SOUTH OF A DRIVEWAY CENTERLINE,
 KA1813'AND 31 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 KA1813'
 KA1813'MARKED BY A STANDARD DISK, STAMPED - TERRE BASE A, SET IN THE TOP OF
 KA1813'A CONCRETE POST FLUSH WITH THE GROUND.
 KA1813'
 KA1813'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 KA1813
 KA1813                          STATION RECOVERY (1957)
 KA1813
 KA1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1813'THIS STATION WAS RECOVERED AS DESCRIBED.
 KA1813
 KA1813                          STATION RECOVERY (1960)
 KA1813
 KA1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KA1813'STATION RECOVERED AS DESCRIBED.  NO REFERENCE MARKS OR AZIMUTH MARK
 KA1813'WERE ESTABLISHED.  THERE IS AN INDIANA HIGHWAY COMMISSION TRAVERSE
 KA1813'MONUMENT IN THE SOUTHEAST ANGLE OF THE INTERSECTION SOUTH OF THE
 KA1813'STATION WHICH IS VISIBLE FROM THE GROUND.  NO INFORMATION FOR THIS
 KA1813'TRAVERSE STATION COULD BE OBTAINED LOCALLY.  THE 548 FOOT WTHI
 KA1813'TELEVISION TOWER, ELEVATION 1043, IN DOWNTOWN TERRE HAUTE IS
 KA1813'VISIBLE FROM THE GROUND AT THE STATION BUT NO INFORMATION
 KA1813'CONCERNING THIS TOWER AS A HORIZONTAL CONTROL STATION WAS
 KA1813'AVAILABLE.
 KA1813
 KA1813                          STATION RECOVERY (1964)
 KA1813
 KA1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1813'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY HJB
 KA1813'IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1854 ***********************************************************************
 KA1854  DESIGNATION -  TERRE HAUTE
 KA1854  PID         -  KA1854
 KA1854  STATE/COUNTY-  IN/VIGO
 KA1854  COUNTRY     -  US
 KA1854  USGS QUAD   -  TERRE HAUTE (2019)
 KA1854
 KA1854                         *CURRENT SURVEY CONTROL
 KA1854  ______________________________________________________________________
 KA1854* NAD 83(1997) POSITION- 39 25 34.46691(N) 087 24 25.35902(W)   ADJUSTED
 KA1854* NAVD 88 ORTHO HEIGHT -   148.    (meters)      486.    (feet) SCALED
 KA1854  ______________________________________________________________________
 KA1854  GEOID HEIGHT    -        -32.667 (meters)                     GEOID18
 KA1854  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 KA1854  HORZ ORDER      -  SECOND
 KA1854
 KA1854.The horizontal coordinates were established by classical geodetic methods
 KA1854.and adjusted by the National Geodetic Survey in May 1999.
 KA1854
 KA1854.The orthometric height was scaled from a topographic map.
 KA1854
 KA1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1854.GEOID18 height accuracy estimate available here.
 KA1854
 KA1854.Click photographs - Photos may exist for this station.
 KA1854
 KA1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1854
 KA1854. The following values were computed from the NAD 83(1997) position.
 KA1854
 KA1854;                    North         East     Units Scale Factor Converg.
 KA1854;SPC IN W     -   463,865.783   872,128.018   MT  0.99997623   -0 12 20.1
 KA1854;SPC IN W     - 1,521,866.32  2,861,306.67   sFT  0.99997623   -0 12 20.1
 KA1854;UTM  16      - 4,364,157.753   464,965.724   MT  0.99961511   -0 15 30.6
 KA1854
 KA1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1854!SPC IN W     -   0.99998192  x   0.99997623  =   0.99995815
 KA1854!UTM  16      -   0.99998192  x   0.99961511  =   0.99959704
 KA1854
 KA1854:                Primary Azimuth Mark                     Grid Az
 KA1854:SPC IN W     -  GRAND                                    053 41 29.7
 KA1854:UTM  16      -  GRAND                                    053 44 40.2
 KA1854
 KA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6496564157(NAD 83)
 KA1854
 KA1854|---------------------------------------------------------------------|
 KA1854| PID    Reference Object                     Distance      Geod. Az  |
 KA1854|                                                           dddmmss.s |
 KA1854| CM4697 TERRE HAUTE RM 1                     19.903 METERS 03552     |
 KA1854| KA1861 GRAND                               APPROX. 1.4 KM 0532909.6 |
 KA1854| KA1236 A 66                                 28.590 METERS 29445     |
 KA1854|---------------------------------------------------------------------|
 KA1854
 KA1854                          SUPERSEDED SURVEY CONTROL
 KA1854
 KA1854  NAD 83(1986)-  39 25 34.47327(N)    087 24 25.35155(W) AD(       ) 2
 KA1854  NAD 27      -  39 25 34.33970(N)    087 24 25.27640(W) AD(       ) 2
 KA1854
 KA1854.Superseded values are not recommended for survey control.
 KA1854
 KA1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1854.See file dsdata.pdf to determine how the superseded data were derived.
 KA1854
 KA1854_MARKER: DS = TRIANGULATION STATION DISK
 KA1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1854_STAMPING: TERRE HAUTE 1947
 KA1854_MARK LOGO: CGS
 KA1854_PROJECTION: FLUSH
 KA1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1854+STABILITY: SURFACE MOTION
 KA1854
 KA1854  HISTORY     - Date     Condition        Report By
 KA1854  HISTORY     - 1947     MONUMENTED       CGS
 KA1854  HISTORY     - 1955     GOOD             CGS
 KA1854
 KA1854                          STATION DESCRIPTION
 KA1854
 KA1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1854'STATION IS IN THE SOUTH EDGE OF TERRE HAUTE, 2.8 MILES SOUTH OF
 KA1854'JUNCTION OF U.S. HIGHWAYS 40 AND 41 VIA U.S. HIGHWAY 41, ON THE
 KA1854'GROUNDS OF THE TERRE HAUTE AIR FIELD, 127 FEET SOUTHEAST OF AIR FIELD
 KA1854'OFFICE BUILDING, AND 75 FEET WEST OF CENTERLINE OF HIGHWAY 41. THE
 KA1854'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TERRE HAUTE
 KA1854'1947.
 KA1854'
 KA1854'REFERENCE MARK NO. 1 IS 65.30 FEET NORTHEAST OF STATION AND 37 FEET
 KA1854'WEST OF CENTERLINE OF HIGHWAY 41. THE MARK PROJECTS 2
 KA1854'INCHES, AND THE DISK IS STAMPED TERRE HAUTE NO 1 1947.
 KA1854'
 KA1854'A66 1946 U.S.C. AND G.S., USED AS A SECOND REFERENCE MARK, IS 93.80 FE
 KA1854'WEST-NORTHWEST OF STATION AND 2 FEET SOUTH OF A WHITE WITNESS
 KA1854'POST. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED A66 1946.
 KA1854'
 KA1854'B66 1946 U.S.C. AND G.S., USED AS THE AZIMUTH MARK, IS 0.2 MILE
 KA1854'SOUTH-SOUTHWEST OF STATION, 204 FEET WEST OF CENTERLINE OF
 KA1854'HIGHWAY 41, 10 FEET NORTH OF A BATTERY OF FLOOD LIGHTS, AND 2 FEET
 KA1854'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES,
 KA1854'AND THE DISK IS STAMPED B66 1946.
 KA1854'
 KA1854'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KA1854
 KA1854                          STATION RECOVERY (1955)
 KA1854
 KA1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1854'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. DESCRIPTION IS
 KA1854'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1815 ***********************************************************************
 KA1815  DESIGNATION -  TERRE HAUTE ANN PAGE FOOD STK
 KA1815  PID         -  KA1815
 KA1815  STATE/COUNTY-  IN/VIGO
 KA1815  COUNTRY     -  US
 KA1815  USGS QUAD   -  SEELYVILLE (2019)
 KA1815
 KA1815                         *CURRENT SURVEY CONTROL
 KA1815  ______________________________________________________________________
 KA1815* NAD 83(1997) POSITION- 39 28 41.42654(N) 087 21 40.16093(W)   ADJUSTED
 KA1815  ______________________________________________________________________
 KA1815  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 KA1815  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 KA1815  HORZ ORDER      -  THIRD
 KA1815
 KA1815.The horizontal coordinates were established by classical geodetic methods
 KA1815.and adjusted by the National Geodetic Survey in May 1999.
 KA1815
 KA1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1815.GEOID18 height accuracy estimate available here.
 KA1815
 KA1815.Click photographs - Photos may exist for this station.
 KA1815
 KA1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1815
 KA1815. The following values were computed from the NAD 83(1997) position.
 KA1815
 KA1815;                    North         East     Units Scale Factor Converg.
 KA1815;SPC IN W     -   469,618.273   876,096.845   MT  0.99997370   -0 10 35.9
 KA1815;SPC IN W     - 1,540,739.28  2,874,327.73   sFT  0.99997370   -0 10 35.9
 KA1815;UTM  16      - 4,369,904.495   468,938.430   MT  0.99961188   -0 13 46.6
 KA1815
 KA1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6893869904(NAD 83)
 KA1815
 KA1815                          SUPERSEDED SURVEY CONTROL
 KA1815
 KA1815  NAD 83(1986)-  39 28 41.43275(N)    087 21 40.15294(W) AD(       ) 3
 KA1815  NAD 27      -  39 28 41.30100(N)    087 21 40.08000(W) AD(       ) 3
 KA1815
 KA1815.Superseded values are not recommended for survey control.
 KA1815
 KA1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1815.See file dsdata.pdf to determine how the superseded data were derived.
 KA1815
 KA1815_MARKER: 63 = STACK
 KA1815
 KA1815  HISTORY     - Date     Condition        Report By
 KA1815  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1815  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KA1815
 KA1815                          STATION DESCRIPTION
 KA1815
 KA1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1815'THIS IS AN INTERSECTION STATION.
 KA1815'
 KA1815'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF THE CITY. IT IS A
 KA1815'STEEL STACK, PAINTED SILVER WITH A 20 FOOT BLACK BAND AT THE TOP,
 KA1815'AND IS ABOUT 150 FEET HIGH.
 KA1815'
 KA1815'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 KA1815
 KA1815                          STATION RECOVERY (1955)
 KA1815
 KA1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1815'THE STACK HAS BEEN REMOVED BUT THE HEXAGONAL CONCRETE BASE STILL
 KA1815'REMAINS. AN IDENTICAL STACK HAS BEEN ERECTED 13.0 FEET CENTER
 KA1815'TO CENTER SOUTH OF THE OLD ONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1858 ***********************************************************************
 KA1858  DESIGNATION -  TERRE HAUTE CITY POLICE RAD
 KA1858  PID         -  KA1858
 KA1858  STATE/COUNTY-  IN/VIGO
 KA1858  COUNTRY     -  US
 KA1858  USGS QUAD   -  TERRE HAUTE (2019)
 KA1858
 KA1858                         *CURRENT SURVEY CONTROL
 KA1858  ______________________________________________________________________
 KA1858* NAD 83(1997) POSITION- 39 27 57.41270(N) 087 24 56.38018(W)   ADJUSTED
 KA1858  ______________________________________________________________________
 KA1858  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 KA1858  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 KA1858  HORZ ORDER      -  THIRD
 KA1858
 KA1858.The horizontal coordinates were established by classical geodetic methods
 KA1858.and adjusted by the National Geodetic Survey in May 1999.
 KA1858
 KA1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1858.GEOID18 height accuracy estimate available here.
 KA1858
 KA1858.Click photographs - Photos may exist for this station.
 KA1858
 KA1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1858
 KA1858. The following values were computed from the NAD 83(1997) position.
 KA1858
 KA1858;                    North         East     Units Scale Factor Converg.
 KA1858;SPC IN W     -   468,276.796   871,402.326   MT  0.99997673   -0 12 40.4
 KA1858;SPC IN W     - 1,536,338.12  2,858,925.80   sFT  0.99997673   -0 12 40.4
 KA1858;UTM  16      - 4,368,567.842   464,244.370   MT  0.99961574   -0 15 51.1
 KA1858
 KA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6424468567(NAD 83)
 KA1858
 KA1858                          SUPERSEDED SURVEY CONTROL
 KA1858
 KA1858  NAD 83(1986)-  39 27 57.41921(N)    087 24 56.37234(W) AD(       ) 3
 KA1858  NAD 27      -  39 27 57.28700(N)    087 24 56.30600(W) AD(       ) 3
 KA1858
 KA1858.Superseded values are not recommended for survey control.
 KA1858
 KA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1858.See file dsdata.pdf to determine how the superseded data were derived.
 KA1858
 KA1858_MARKER: 42 = RADIO/TV MAST
 KA1858
 KA1858  HISTORY     - Date     Condition        Report By
 KA1858  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1858  HISTORY     - 20051230 GOOD             GEOCAC
 KA1858
 KA1858                          STATION DESCRIPTION
 KA1858
 KA1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1858'THIS IS AN INTERSECTION STATION.
 KA1858'
 KA1858'THE STATION IS LOCATED IN THE WESTERN PART OF THE CITY ON TOP OF THE
 KA1858'CITY HALL BUILDING. IT IS A TRIANGULAR STEEL MAST, PAINTED
 KA1858'ALTERNATELY RED AND WHITE, AND STANDS 225 FEET ABOVE THE SURFACE OF
 KA1858'THE GROUND.
 KA1858'
 KA1858'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT ON THE TOP OF THE
 KA1858'MAST.
 KA1858
 KA1858                          STATION RECOVERY (2005)
 KA1858
 KA1858'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1856 ***********************************************************************
 KA1856  DESIGNATION -  TERRE HAUTE CO COURTHOUSE DOME
 KA1856  PID         -  KA1856
 KA1856  STATE/COUNTY-  IN/VIGO
 KA1856  COUNTRY     -  US
 KA1856  USGS QUAD   -  TERRE HAUTE (2019)
 KA1856
 KA1856                         *CURRENT SURVEY CONTROL
 KA1856  ______________________________________________________________________
 KA1856* NAD 83(1997) POSITION- 39 27 57.41576(N) 087 24 52.73390(W)   ADJUSTED
 KA1856  ______________________________________________________________________
 KA1856  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 KA1856  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 KA1856  HORZ ORDER      -  THIRD
 KA1856
 KA1856.The horizontal coordinates were established by classical geodetic methods
 KA1856.and adjusted by the National Geodetic Survey in May 1999.
 KA1856
 KA1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1856.GEOID18 height accuracy estimate available here.
 KA1856
 KA1856.Click photographs - Photos may exist for this station.
 KA1856
 KA1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1856
 KA1856. The following values were computed from the NAD 83(1997) position.
 KA1856
 KA1856;                    North         East     Units Scale Factor Converg.
 KA1856;SPC IN W     -   468,276.570   871,489.486   MT  0.99997667   -0 12 38.1
 KA1856;SPC IN W     - 1,536,337.38  2,859,211.76   sFT  0.99997667   -0 12 38.1
 KA1856;UTM  16      - 4,368,567.536   464,331.498   MT  0.99961566   -0 15 48.8
 KA1856
 KA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6433168567(NAD 83)
 KA1856
 KA1856                          SUPERSEDED SURVEY CONTROL
 KA1856
 KA1856  NAD 83(1986)-  39 27 57.42234(N)    087 24 52.72599(W) AD(       ) 3
 KA1856  NAD 27      -  39 27 57.29300(N)    087 24 52.65700(W) AD(       ) 3
 KA1856
 KA1856.Superseded values are not recommended for survey control.
 KA1856
 KA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1856.See file dsdata.pdf to determine how the superseded data were derived.
 KA1856
 KA1856_MARKER: 87 = DOME
 KA1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1856+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 KA1856
 KA1856  HISTORY     - Date     Condition        Report By
 KA1856  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1856  HISTORY     - 20051230 GOOD             GEOCAC
 KA1856  HISTORY     - 20110205 GOOD             GEOCAC
 KA1856
 KA1856                          STATION DESCRIPTION
 KA1856
 KA1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1856'THIS IS AN INTERSECTION STATION.
 KA1856'
 KA1856'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF THE CITY ON THE
 KA1856'SOUTHWEST CORNER OF WABASH AVENUE AND 2ND STREET.  IT IS A STONE
 KA1856'BUILDING WITH A SILVER PAINTED DOME, WHICH IS ABOUT 110 FEET HIGH.
 KA1856'
 KA1856'THE POINT INTERSECTED WAS THE APEX OF THE DOME.
 KA1856
 KA1856                          STATION RECOVERY (2005)
 KA1856
 KA1856'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1856'RECOVERED IN GOOD CONDITION.
 KA1856
 KA1856                          STATION RECOVERY (2011)
 KA1856
 KA1856'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 KA1856'DOME OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1849 ***********************************************************************
 KA1849  DESIGNATION -  TERRE HAUTE COM SOLV PLT 3 TK
 KA1849  PID         -  KA1849
 KA1849  STATE/COUNTY-  IN/VIGO
 KA1849  COUNTRY     -  US
 KA1849  USGS QUAD   -  TERRE HAUTE (2019)
 KA1849
 KA1849                         *CURRENT SURVEY CONTROL
 KA1849  ______________________________________________________________________
 KA1849* NAD 83(1997) POSITION- 39 26 18.33076(N) 087 23 27.76793(W)   ADJUSTED
 KA1849  ______________________________________________________________________
 KA1849  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 KA1849  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 KA1849  HORZ ORDER      -  THIRD
 KA1849
 KA1849.The horizontal coordinates were established by classical geodetic methods
 KA1849.and adjusted by the National Geodetic Survey in May 1999.
 KA1849
 KA1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1849.GEOID18 height accuracy estimate available here.
 KA1849
 KA1849.Click photographs - Photos may exist for this station.
 KA1849
 KA1849.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1849
 KA1849. The following values were computed from the NAD 83(1997) position.
 KA1849
 KA1849;                    North         East     Units Scale Factor Converg.
 KA1849;SPC IN W     -   465,213.679   873,510.045   MT  0.99997530   -0 11 43.7
 KA1849;SPC IN W     - 1,526,288.55  2,865,840.87   sFT  0.99997530   -0 11 43.7
 KA1849;UTM  16      - 4,365,503.886   466,348.497   MT  0.99961394   -0 14 54.3
 KA1849
 KA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6634865503(NAD 83)
 KA1849
 KA1849                          SUPERSEDED SURVEY CONTROL
 KA1849
 KA1849  NAD 83(1986)-  39 26 18.33712(N)    087 23 27.76027(W) AD(       ) 3
 KA1849  NAD 27      -  39 26 18.20100(N)    087 23 27.69100(W) AD(       ) 3
 KA1849
 KA1849.Superseded values are not recommended for survey control.
 KA1849
 KA1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1849.See file dsdata.pdf to determine how the superseded data were derived.
 KA1849
 KA1849_MARKER: 53 = ELEVATED TANK
 KA1849
 KA1849  HISTORY     - Date     Condition        Report By
 KA1849  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1849  HISTORY     - 1955     GOOD             CGS
 KA1849  HISTORY     - 1970     GOOD             NGS
 KA1849
 KA1849                          STATION DESCRIPTION
 KA1849
 KA1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1849'THIS IS AN INTERSECTION STATION.
 KA1849'
 KA1849'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF TERRE HAUTE. IT IS
 KA1849'A STEEL TANK, PAINTED BLACK, 137 FEET HIGH, AND HAS A CAPACITY
 KA1849'OF 100,000 GALLONS. IT WAS ERECTED IN 1946.
 KA1849'
 KA1849'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 KA1849
 KA1849                          STATION RECOVERY (1955)
 KA1849
 KA1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1849'STATION RECOVERED IN GOOD CONDITION. A MORE COMPLETE DESCRIPTION
 KA1849'FOLLOWS-
 KA1849'
 KA1849'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF TERRE HAUTE, 0.4
 KA1849'MILE EAST OF SOUTH 13TH STREET, AND 0.1 MILE NORTHEAST OF
 KA1849'LOCKPORT ROAD. IT IS A 4-LEGGED STEEL TANK, PAINTED BLACK, 137 FEET
 KA1849'HIGH, AND HAS A CAPACITY OF 100,000 GALLONS. IT WAS ERECTED IN
 KA1849'1946.
 KA1849'
 KA1849'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 KA1849
 KA1849                          STATION RECOVERY (1970)
 KA1849
 KA1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RLS)
 KA1849'STATION RECOVERED AS DESCRIBED AND IS ORIGINAL CONDITION WITH THE
 KA1849'EXCEPTION OF NOW BEING PAINTED GREEN INSTEAD OF BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1857 ***********************************************************************
 KA1857  DESIGNATION -  TERRE HAUTE COM SOLV PLT 1 TK
 KA1857  PID         -  KA1857
 KA1857  STATE/COUNTY-  IN/VIGO
 KA1857  COUNTRY     -  US
 KA1857  USGS QUAD   -  TERRE HAUTE (2019)
 KA1857
 KA1857                         *CURRENT SURVEY CONTROL
 KA1857  ______________________________________________________________________
 KA1857* NAD 83(1997) POSITION- 39 27 03.95981(N) 087 25 06.16621(W)   ADJUSTED
 KA1857  ______________________________________________________________________
 KA1857  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 KA1857  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 KA1857  HORZ ORDER      -  THIRD
 KA1857
 KA1857.The horizontal coordinates were established by classical geodetic methods
 KA1857.and adjusted by the National Geodetic Survey in May 1999.
 KA1857
 KA1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1857.GEOID18 height accuracy estimate available here.
 KA1857
 KA1857.Click photographs - Photos may exist for this station.
 KA1857
 KA1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1857
 KA1857. The following values were computed from the NAD 83(1997) position.
 KA1857
 KA1857;                    North         East     Units Scale Factor Converg.
 KA1857;SPC IN W     -   466,629.221   871,162.279   MT  0.99997690   -0 12 46.4
 KA1857;SPC IN W     - 1,530,932.70  2,858,138.24   sFT  0.99997690   -0 12 46.4
 KA1857;UTM  16      - 4,366,921.084   464,002.887   MT  0.99961595   -0 15 57.1
 KA1857
 KA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6400266921(NAD 83)
 KA1857
 KA1857                          SUPERSEDED SURVEY CONTROL
 KA1857
 KA1857  NAD 83(1986)-  39 27 03.96646(N)    087 25 06.15868(W) AD(       ) 3
 KA1857  NAD 27      -  39 27 03.83500(N)    087 25 06.08000(W) AD(       ) 3
 KA1857
 KA1857.Superseded values are not recommended for survey control.
 KA1857
 KA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1857.See file dsdata.pdf to determine how the superseded data were derived.
 KA1857
 KA1857_MARKER: 53 = ELEVATED TANK
 KA1857
 KA1857  HISTORY     - Date     Condition        Report By
 KA1857  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1857
 KA1857                          STATION DESCRIPTION
 KA1857
 KA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1857'THIS IS AN INTERSECTION STATION.
 KA1857'
 KA1857'THE STATION IS LOCATED ON THE WESTERN EDGE OF TERRE HAUTE ON 1ST
 KA1857'STREET. IT IS A 4-LEGGED STEEL TANK, PAINTED SILVER, 135 FEET
 KA1857'HIGH, AND HAS A CAPACITY OF 100,000 GALLONS. IT WAS ERECTED IN 1922.
 KA1857'
 KA1857'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1852 ***********************************************************************
 KA1852  DESIGNATION -  TERRE HAUTE IND GAS CHEM N STK
 KA1852  PID         -  KA1852
 KA1852  STATE/COUNTY-  IN/VIGO
 KA1852  COUNTRY     -  US
 KA1852  USGS QUAD   -  TERRE HAUTE (2019)
 KA1852
 KA1852                         *CURRENT SURVEY CONTROL
 KA1852  ______________________________________________________________________
 KA1852* NAD 83(1997) POSITION- 39 26 50.55679(N) 087 23 45.01559(W)   ADJUSTED
 KA1852  ______________________________________________________________________
 KA1852  GEOID HEIGHT    -        -32.703 (meters)                     GEOID18
 KA1852  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 KA1852  HORZ ORDER      -  THIRD
 KA1852
 KA1852.The horizontal coordinates were established by classical geodetic methods
 KA1852.and adjusted by the National Geodetic Survey in May 1999.
 KA1852
 KA1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1852.GEOID18 height accuracy estimate available here.
 KA1852
 KA1852.Click photographs - Photos may exist for this station.
 KA1852
 KA1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1852
 KA1852. The following values were computed from the NAD 83(1997) position.
 KA1852
 KA1852;                    North         East     Units Scale Factor Converg.
 KA1852;SPC IN W     -   466,208.917   873,101.047   MT  0.99997557   -0 11 54.8
 KA1852;SPC IN W     - 1,529,553.76  2,864,499.02   sFT  0.99997557   -0 11 54.8
 KA1852;UTM  16      - 4,366,499.142   465,940.565   MT  0.99961428   -0 15 05.4
 KA1852
 KA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6594066499(NAD 83)
 KA1852
 KA1852                          SUPERSEDED SURVEY CONTROL
 KA1852
 KA1852  NAD 83(1986)-  39 26 50.56320(N)    087 23 45.00793(W) AD(       ) 3
 KA1852  NAD 27      -  39 26 50.42800(N)    087 23 44.93500(W) AD(       ) 3
 KA1852
 KA1852.Superseded values are not recommended for survey control.
 KA1852
 KA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1852.See file dsdata.pdf to determine how the superseded data were derived.
 KA1852
 KA1852_MARKER: 63 = STACK
 KA1852
 KA1852  HISTORY     - Date     Condition        Report By
 KA1852  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1852  HISTORY     - 1955     GOOD             CGS
 KA1852  HISTORY     - 1960     GOOD             CGS
 KA1852
 KA1852                          STATION DESCRIPTION
 KA1852
 KA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1852'THIS IS AN INTERSECTION STATION.
 KA1852'
 KA1852'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF TERRE HAUTE IN THE
 KA1852'SOUTHEAST ANGLE OF 13TH STREET AND HULLMAN AVENUE. THE STACK
 KA1852'IS THE NORTHERN STACK OF THREE STACKS FORMING A NORTH AND
 KA1852'SOUTH LINE OF DIRECTION. IT IS BUILT
 KA1852'OF RED BRICK, 6 FEET IN DIAMETER, AND ABOUT 200 FEET HIGH.
 KA1852'
 KA1852'THE STACK WAS ERECTED IN 1936.
 KA1852'
 KA1852'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 KA1852
 KA1852                          STATION RECOVERY (1955)
 KA1852
 KA1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1852'STATION RECOVERED IN GOOD CONDITION. THE STACKS ARE NOT IN A
 KA1852'NORTH-SOUTH LINE OF DIRECTION AS DESCRIBED AND THAT REFERENCE
 KA1852'IS MISLEADING. CONSULTATION WITH A VETERAN PLANT OFFICIAL, AND
 KA1852'INSPECTION OF AN OLD DRAWING PROVED THAT THE STACKS HAVE BEEN
 KA1852'UNCHANGED SINCE 1935 WHEN THE NORTH STACK WAS REBUILT. THE
 KA1852'DESCRIPTION SHOULD READ AS FOLLOWS-
 KA1852'
 KA1852'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF TERRE HAUTE, IN
 KA1852'THE SOUTHEAST ANGLE OF THE INTERSECTION OF SOUTH 13TH STREET AND
 KA1852'HULMAN AVENUE. THE STACK IS THE NORTHERNMOST OF 3 STACKS. IT IS OF
 KA1852'RED BRICK, 200 FEET HIGH, AND WAS ERECTED IN 1936. THE TWO STACKS
 KA1852'TO THE SOUTH ARE ON AN EAST-WEST LINE, THE WESTERNMOST BEING LOWER.
 KA1852'
 KA1852'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 KA1852
 KA1852                          STATION RECOVERY (1960)
 KA1852
 KA1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KA1852'STATION RECOVERED AS DESCRIBED.  DUE TO RECENT LIGHTNING DAMAGE TO
 KA1852'THIS STACK, THE PLANT ENGINEER STATES THAT ABOUT 10 FEET WILL BE
 KA1852'REMOVED FROM THE TOP OF THE STACK.  THERE HAS BEEN NO CHANGE IN THE
 KA1852'POSITION OF THE STACK SINCE 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1850 ***********************************************************************
 KA1850  DESIGNATION -  TERRE HAUTE JW DAVIS CO STACK
 KA1850  PID         -  KA1850
 KA1850  STATE/COUNTY-  IN/VIGO
 KA1850  COUNTRY     -  US
 KA1850  USGS QUAD   -  TERRE HAUTE (2019)
 KA1850
 KA1850                         *CURRENT SURVEY CONTROL
 KA1850  ______________________________________________________________________
 KA1850* NAD 83(1997) POSITION- 39 25 44.37296(N) 087 24 13.03055(W)   ADJUSTED
 KA1850  ______________________________________________________________________
 KA1850  GEOID HEIGHT    -        -32.674 (meters)                     GEOID18
 KA1850  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 KA1850  HORZ ORDER      -  THIRD
 KA1850
 KA1850.The horizontal coordinates were established by classical geodetic methods
 KA1850.and adjusted by the National Geodetic Survey in May 1999.
 KA1850
 KA1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1850.GEOID18 height accuracy estimate available here.
 KA1850
 KA1850.Click photographs - Photos may exist for this station.
 KA1850
 KA1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1850
 KA1850. The following values were computed from the NAD 83(1997) position.
 KA1850
 KA1850;                    North         East     Units Scale Factor Converg.
 KA1850;SPC IN W     -   464,170.223   872,423.964   MT  0.99997603   -0 12 12.3
 KA1850;SPC IN W     - 1,522,865.14  2,862,277.62   sFT  0.99997603   -0 12 12.3
 KA1850;UTM  16      - 4,364,461.810   465,261.845   MT  0.99961486   -0 15 22.9
 KA1850
 KA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6526164461(NAD 83)
 KA1850
 KA1850                          SUPERSEDED SURVEY CONTROL
 KA1850
 KA1850  NAD 83(1986)-  39 25 44.37937(N)    087 24 13.02280(W) AD(       ) 3
 KA1850  NAD 27      -  39 25 44.24600(N)    087 24 12.94600(W) AD(       ) 3
 KA1850
 KA1850.Superseded values are not recommended for survey control.
 KA1850
 KA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1850.See file dsdata.pdf to determine how the superseded data were derived.
 KA1850
 KA1850_MARKER: 63 = STACK
 KA1850
 KA1850  HISTORY     - Date     Condition        Report By
 KA1850  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1850
 KA1850                          STATION DESCRIPTION
 KA1850
 KA1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1850'THIS IS AN INTERSECTION STATION.
 KA1850'
 KA1850'THE STATION IS LOCATED ON GROUNDS OF THE J.W. DAVIS GREENHOUSE
 KA1850'COMPANY, WHICH IS IN THE SOUTHERN OUTSKIRTS OF TERRE HAUTE,
 KA1850'ABOUT 1/4 MILE EAST OF U.S. HIGHWAY 41.
 KA1850'
 KA1850'THE STACK IS THE HIGHER, OR THE NORTHEASTERN ONE, OF TWO STACKS THAT
 KA1850'FORM A LINE IN A NORTHEAST AND SOUTWEST DIRECTION. IT IS
 KA1850'BUILT OF RED TILE, AND IS ABOUT 110 FEET HIGH.
 KA1850'
 KA1850'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1848 ***********************************************************************
 KA1848  DESIGNATION -  TERRE HAUTE KUHN ELEV STK
 KA1848  PID         -  KA1848
 KA1848  STATE/COUNTY-  IN/VIGO
 KA1848  COUNTRY     -  US
 KA1848  USGS QUAD   -  TERRE HAUTE (2019)
 KA1848
 KA1848                         *CURRENT SURVEY CONTROL
 KA1848  ______________________________________________________________________
 KA1848* NAD 83(1997) POSITION- 39 29 41.85640(N) 087 23 09.99748(W)   ADJUSTED
 KA1848  ______________________________________________________________________
 KA1848  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KA1848  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 KA1848  HORZ ORDER      -  THIRD
 KA1848
 KA1848.The horizontal coordinates were established by classical geodetic methods
 KA1848.and adjusted by the National Geodetic Survey in May 1999.
 KA1848
 KA1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1848.GEOID18 height accuracy estimate available here.
 KA1848
 KA1848.Click photographs - Photos may exist for this station.
 KA1848
 KA1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1848
 KA1848. The following values were computed from the NAD 83(1997) position.
 KA1848
 KA1848;                    North         East     Units Scale Factor Converg.
 KA1848;SPC IN W     -   471,488.802   873,956.072   MT  0.99997501   -0 11 33.3
 KA1848;SPC IN W     - 1,546,876.18  2,867,304.21   sFT  0.99997501   -0 11 33.3
 KA1848;UTM  16      - 4,371,776.326   466,800.162   MT  0.99961357   -0 14 44.1
 KA1848
 KA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6680071776(NAD 83)
 KA1848
 KA1848                          SUPERSEDED SURVEY CONTROL
 KA1848
 KA1848  NAD 83(1986)-  39 29 41.86275(N)    087 23 09.98937(W) AD(       ) 3
 KA1848  NAD 27      -  39 29 41.73600(N)    087 23 09.92000(W) AD(       ) 3
 KA1848
 KA1848.Superseded values are not recommended for survey control.
 KA1848
 KA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1848.See file dsdata.pdf to determine how the superseded data were derived.
 KA1848
 KA1848_MARKER: 63 = STACK
 KA1848
 KA1848  HISTORY     - Date     Condition        Report By
 KA1848  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1848
 KA1848                          STATION DESCRIPTION
 KA1848
 KA1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1848'THIS IS AN INTERSECTION STATION.
 KA1848'
 KA1848'THE STATION IS THE TOP CENTER OF A LARGE BRICK STACK IN THE
 KA1848'NORTHEASTERN PART OF TERRE HAUTE. THE STACK IS ALL THAT REMAINS
 KA1848'OF THE OLD PAUL KUHN ELEVATOR WHICH BURNED SEVERAL YEARS AGO. IT IS
 KA1848'ABOUT A QUARTER OF A MILE NORTH-NORTHEAST OF THE INTERSECTION OF
 KA1848'MAPLE AVENUE AND 19TH STREET AND 40 FEET NORTHWES OF THE MOST
 KA1848'NORTHWESTERLY TRACK OF THE BIG FOUR OR NEW YORK CENTRAL RAILROAD
 KA1848'SWITCHYARD. TWENTY OR 25 FEET OF THE STACK AT THE BASE IS OF SQUARE
 KA1848'CROSS SECTION, THE REMAINDER IS CIRCULAR, AND THE WHOLE IS
 KA1848'ESTIMATED 200 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1851 ***********************************************************************
 KA1851  DESIGNATION -  TERRE HAUTE PENNA UNION DEPOT
 KA1851  PID         -  KA1851
 KA1851  STATE/COUNTY-  IN/VIGO
 KA1851  COUNTRY     -  US
 KA1851  USGS QUAD   -  TERRE HAUTE (2019)
 KA1851
 KA1851                         *CURRENT SURVEY CONTROL
 KA1851  ______________________________________________________________________
 KA1851* NAD 83(1997) POSITION- 39 28 24.19807(N) 087 24 10.64145(W)   ADJUSTED
 KA1851  ______________________________________________________________________
 KA1851  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KA1851  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 KA1851  HORZ ORDER      -  THIRD
 KA1851
 KA1851.The horizontal coordinates were established by classical geodetic methods
 KA1851.and adjusted by the National Geodetic Survey in May 1999.
 KA1851
 KA1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1851.GEOID18 height accuracy estimate available here.
 KA1851
 KA1851.Click photographs - Photos may exist for this station.
 KA1851
 KA1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1851
 KA1851. The following values were computed from the NAD 83(1997) position.
 KA1851
 KA1851;                    North         East     Units Scale Factor Converg.
 KA1851;SPC IN W     -   469,098.882   872,498.573   MT  0.99997597   -0 12 11.5
 KA1851;SPC IN W     - 1,539,035.25  2,862,522.40   sFT  0.99997597   -0 12 11.5
 KA1851;UTM  16      - 4,369,388.617   465,340.981   MT  0.99961479   -0 15 22.2
 KA1851
 KA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6534069388(NAD 83)
 KA1851
 KA1851                          SUPERSEDED SURVEY CONTROL
 KA1851
 KA1851  NAD 83(1986)-  39 28 24.20451(N)    087 24 10.63352(W) AD(       ) 3
 KA1851  NAD 27      -  39 28 24.07400(N)    087 24 10.56600(W) AD(       ) 3
 KA1851
 KA1851.Superseded values are not recommended for survey control.
 KA1851
 KA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1851.See file dsdata.pdf to determine how the superseded data were derived.
 KA1851
 KA1851_MARKER: 75 = BELFRY
 KA1851
 KA1851  HISTORY     - Date     Condition        Report By
 KA1851  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1851
 KA1851                          STATION DESCRIPTION
 KA1851
 KA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1851'THIS IS AN INTERSECTION STATION.
 KA1851'
 KA1851'THE STATION IS LOCATED IN THE CENTRAL PART OF TERRE HAUTE. THE BELFRY
 KA1851'IS BUILT OF RED BRICK AND IS ABOUT 80 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1814 ***********************************************************************
 KA1814  DESIGNATION -  TERRE HAUTE PRR ROUNDHOUSE STK
 KA1814  PID         -  KA1814
 KA1814  STATE/COUNTY-  IN/VIGO
 KA1814  COUNTRY     -  US
 KA1814  USGS QUAD   -  SEELYVILLE (2019)
 KA1814
 KA1814                         *CURRENT SURVEY CONTROL
 KA1814  ______________________________________________________________________
 KA1814* NAD 83(1997) POSITION- 39 28 53.15758(N) 087 22 02.05576(W)   ADJUSTED
 KA1814  ______________________________________________________________________
 KA1814  GEOID HEIGHT    -        -32.776 (meters)                     GEOID18
 KA1814  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 KA1814  HORZ ORDER      -  THIRD
 KA1814
 KA1814.The horizontal coordinates were established by classical geodetic methods
 KA1814.and adjusted by the National Geodetic Survey in May 1999.
 KA1814
 KA1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1814.GEOID18 height accuracy estimate available here.
 KA1814
 KA1814.Click photographs - Photos may exist for this station.
 KA1814
 KA1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1814
 KA1814. The following values were computed from the NAD 83(1997) position.
 KA1814
 KA1814;                    North         East     Units Scale Factor Converg.
 KA1814;SPC IN W     -   469,981.680   875,574.713   MT  0.99997401   -0 10 49.9
 KA1814;SPC IN W     - 1,541,931.56  2,872,614.70   sFT  0.99997401   -0 10 49.9
 KA1814;UTM  16      - 4,370,268.253   468,416.823   MT  0.99961228   -0 14 00.6
 KA1814
 KA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6841670268(NAD 83)
 KA1814
 KA1814                          SUPERSEDED SURVEY CONTROL
 KA1814
 KA1814  NAD 83(1986)-  39 28 53.16385(N)    087 22 02.04777(W) AD(       ) 3
 KA1814  NAD 27      -  39 28 53.03200(N)    087 22 01.97300(W) AD(       ) 3
 KA1814
 KA1814.Superseded values are not recommended for survey control.
 KA1814
 KA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1814.See file dsdata.pdf to determine how the superseded data were derived.
 KA1814
 KA1814_MARKER: 63 = STACK
 KA1814
 KA1814  HISTORY     - Date     Condition        Report By
 KA1814  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1814
 KA1814                          STATION DESCRIPTION
 KA1814
 KA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1814'THIS IS AN INTERSECTION STATION.
 KA1814'
 KA1814'THE STATION IS LOCATED ON GROUNDS OF THE PENNSYLVANIA RAILROADS WORK
 KA1814'SHOP IN THE NORTHERN EDGE OF TERRE HAUTE. IT IS A RED TILE STACK
 KA1814'AND IS ABOUT 160 FEET HIGH. IT WAS ERECTED IN 1917.
 KA1814'
 KA1814'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1778 ***********************************************************************
 KA1778  DESIGNATION -  TERRE HAUTE RAD STA WTHI MAST
 KA1778  PID         -  KA1778
 KA1778  STATE/COUNTY-  IN/VIGO
 KA1778  COUNTRY     -  US
 KA1778  USGS QUAD   -  NEW GOSHEN (2019)
 KA1778
 KA1778                         *CURRENT SURVEY CONTROL
 KA1778  ______________________________________________________________________
 KA1778* NAD 83(1997) POSITION- 39 32 28.84058(N) 087 23 26.53695(W)   ADJUSTED
 KA1778  ______________________________________________________________________
 KA1778  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 KA1778  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 KA1778  HORZ ORDER      -  THIRD
 KA1778
 KA1778.The horizontal coordinates were established by classical geodetic methods
 KA1778.and adjusted by the National Geodetic Survey in May 1999.
 KA1778
 KA1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1778.GEOID18 height accuracy estimate available here.
 KA1778
 KA1778.Click photographs - Photos may exist for this station.
 KA1778
 KA1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1778
 KA1778. The following values were computed from the NAD 83(1997) position.
 KA1778
 KA1778;                    North         East     Units Scale Factor Converg.
 KA1778;SPC IN W     -   476,639.840   873,578.464   MT  0.99997526   -0 11 44.5
 KA1778;SPC IN W     - 1,563,775.88  2,866,065.34   sFT  0.99997526   -0 11 44.5
 KA1778;UTM  16      - 4,376,925.849   466,427.456   MT  0.99961388   -0 14 55.5
 KA1778
 KA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6642776925(NAD 83)
 KA1778
 KA1778                          SUPERSEDED SURVEY CONTROL
 KA1778
 KA1778  NAD 83(1986)-  39 32 28.84697(N)    087 23 26.52826(W) AD(       ) 3
 KA1778  NAD 27      -  39 32 28.72300(N)    087 23 26.45900(W) AD(       ) 3
 KA1778
 KA1778.Superseded values are not recommended for survey control.
 KA1778
 KA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1778.See file dsdata.pdf to determine how the superseded data were derived.
 KA1778
 KA1778_MARKER: 42 = RADIO/TV MAST
 KA1778
 KA1778  HISTORY     - Date     Condition        Report By
 KA1778  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1778
 KA1778                          STATION DESCRIPTION
 KA1778
 KA1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1778'THIS IS AN INTERSECTION STATION.
 KA1778'
 KA1778'THE STATION IS LOCATED ABOUT 5.7 MILES NORTH OF JUNCTION OF U.S.
 KA1778'HIGHWAYS 40 AND 41 IN TERRE HAUTE, 1.0 MILE WEST OF U.S. HIGHWAY
 KA1778'41. IT IS A TRIANGULAR, STEEL STRUCTURE, RESTING ON A SPINDLE,
 KA1778'PAINTED ALTERNATELY ORANGE AND WHITE, AND IS 277 FEET HIGH. IT WAS
 KA1778'ERECTED IN 1939.
 KA1778'
 KA1778'THE POINT INTERSECTED WAS THE RED WARNING LIGHT AT THE APEX OF THE
 KA1778'MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1847 ***********************************************************************
 KA1847  DESIGNATION -  TERRE HAUTE RAD STA WBOW MAST
 KA1847  PID         -  KA1847
 KA1847  STATE/COUNTY-  IN/VIGO
 KA1847  COUNTRY     -  US
 KA1847  USGS QUAD   -  TERRE HAUTE (2019)
 KA1847
 KA1847                         *CURRENT SURVEY CONTROL
 KA1847  ______________________________________________________________________
 KA1847* NAD 83(1997) POSITION- 39 29 21.51189(N) 087 25 06.64383(W)   ADJUSTED
 KA1847  ______________________________________________________________________
 KA1847  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 KA1847  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 KA1847  HORZ ORDER      -  THIRD
 KA1847
 KA1847.The horizontal coordinates were established by classical geodetic methods
 KA1847.and adjusted by the National Geodetic Survey in May 1999.
 KA1847
 KA1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1847.GEOID18 height accuracy estimate available here.
 KA1847
 KA1847.Click photographs - Photos may exist for this station.
 KA1847
 KA1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1847
 KA1847. The following values were computed from the NAD 83(1997) position.
 KA1847
 KA1847;                    North         East     Units Scale Factor Converg.
 KA1847;SPC IN W     -   470,871.260   871,166.635   MT  0.99997690   -0 12 47.4
 KA1847;SPC IN W     - 1,544,850.13  2,858,152.53   sFT  0.99997690   -0 12 47.4
 KA1847;UTM  16      - 4,371,161.586   464,011.162   MT  0.99961595   -0 15 58.1
 KA1847
 KA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6401171161(NAD 83)
 KA1847
 KA1847                          SUPERSEDED SURVEY CONTROL
 KA1847
 KA1847  NAD 83(1986)-  39 29 21.51850(N)    087 25 06.63564(W) AD(       ) 3
 KA1847  NAD 27      -  39 29 21.39000(N)    087 25 06.56100(W) AD(       ) 3
 KA1847
 KA1847.Superseded values are not recommended for survey control.
 KA1847
 KA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1847.See file dsdata.pdf to determine how the superseded data were derived.
 KA1847
 KA1847_MARKER: 42 = RADIO/TV MAST
 KA1847
 KA1847  HISTORY     - Date     Condition        Report By
 KA1847  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1847
 KA1847                          STATION DESCRIPTION
 KA1847
 KA1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1847'THIS IS AN INTERSECTION STATION.
 KA1847'
 KA1847'THE STATION IS THE TOPMOST POINT OF THE GUYED STEEL MAST ANTENNA OF
 KA1847'RADIO STATION WBOW. IT IS LOCATED ABOUT A MILE NORTH OF WABASH
 KA1847'AVENUE WHICH IS U.S. HIGHWAY NO. 40 THRU TERRE HAUTE AND BETWEEN WEST
 KA1847'FIRST STREET AND THE WABASH RIVER. A WHITE LIGHT ON TOP OF THE
 KA1847'MAST FLASHES DURING THE HOURS OF DARKNESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1816 ***********************************************************************
 KA1816  DESIGNATION -  TERRE HAUTE ROSE POLYTECH STK
 KA1816  PID         -  KA1816
 KA1816  STATE/COUNTY-  IN/VIGO
 KA1816  COUNTRY     -  US
 KA1816  USGS QUAD   -  SEELYVILLE (2019)
 KA1816
 KA1816                         *CURRENT SURVEY CONTROL
 KA1816  ______________________________________________________________________
 KA1816* NAD 83(1997) POSITION- 39 29 02.41092(N) 087 19 26.29717(W)   ADJUSTED
 KA1816  ______________________________________________________________________
 KA1816  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 KA1816  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 KA1816  HORZ ORDER      -  THIRD
 KA1816
 KA1816.The horizontal coordinates were established by classical geodetic methods
 KA1816.and adjusted by the National Geodetic Survey in May 1999.
 KA1816
 KA1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1816.GEOID18 height accuracy estimate available here.
 KA1816
 KA1816.Click photographs - Photos may exist for this station.
 KA1816
 KA1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1816
 KA1816. The following values were computed from the NAD 83(1997) position.
 KA1816
 KA1816;                    North         East     Units Scale Factor Converg.
 KA1816;SPC IN W     -   470,256.212   879,297.828   MT  0.99997194   -0 09 10.8
 KA1816;SPC IN W     - 1,542,832.26  2,884,829.62   sFT  0.99997194   -0 09 10.8
 KA1816;UTM  16      - 4,370,539.243   472,138.843   MT  0.99960956   -0 12 21.6
 KA1816
 KA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7213870539(NAD 83)
 KA1816
 KA1816                          SUPERSEDED SURVEY CONTROL
 KA1816
 KA1816  NAD 83(1986)-  39 29 02.41688(N)    087 19 26.28919(W) AD(       ) 3
 KA1816  NAD 27      -  39 29 02.28500(N)    087 19 26.22100(W) AD(       ) 3
 KA1816
 KA1816.Superseded values are not recommended for survey control.
 KA1816
 KA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1816.See file dsdata.pdf to determine how the superseded data were derived.
 KA1816
 KA1816_MARKER: 63 = STACK
 KA1816
 KA1816  HISTORY     - Date     Condition        Report By
 KA1816  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1816  HISTORY     - 1955     GOOD             CGS
 KA1816  HISTORY     - 1957     GOOD             CGS
 KA1816  HISTORY     - 20051230 GOOD             GEOCAC
 KA1816
 KA1816                          STATION DESCRIPTION
 KA1816
 KA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1816'THIS IS AN INTERSECTION STATION.
 KA1816'
 KA1816'THE STATION IS THE TOP CENTER OF THE SMOKESTACK OF THE POWER AND
 KA1816'HEATING PLANT OF ROSE POLYTECHNIC INSTITUTE WHICH IS LOCATED ON
 KA1816'U.S. HIGHWAY 40 ABOUT 3 MILES EAST OF DOWNTOWN TERRE HAUTE.
 KA1816
 KA1816                          STATION RECOVERY (1955)
 KA1816
 KA1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1816'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE.
 KA1816
 KA1816                          STATION RECOVERY (1957)
 KA1816
 KA1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1816'THIS STATION WAS RECOVERED AS DESCRIBED.
 KA1816
 KA1816                          STATION RECOVERY (2005)
 KA1816
 KA1816'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA1816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1855 ***********************************************************************
 KA1855  DESIGNATION -  TERRE HAUTE STD BDS FOOD STK
 KA1855  PID         -  KA1855
 KA1855  STATE/COUNTY-  IN/VIGO
 KA1855  COUNTRY     -  US
 KA1855  USGS QUAD   -  TERRE HAUTE (2019)
 KA1855
 KA1855                         *CURRENT SURVEY CONTROL
 KA1855  ______________________________________________________________________
 KA1855* NAD 83(1997) POSITION- 39 26 38.36823(N) 087 24 51.91811(W)   ADJUSTED
 KA1855  ______________________________________________________________________
 KA1855  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 KA1855  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 KA1855  HORZ ORDER      -  THIRD
 KA1855
 KA1855.The horizontal coordinates were established by classical geodetic methods
 KA1855.and adjusted by the National Geodetic Survey in May 1999.
 KA1855
 KA1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1855.GEOID18 height accuracy estimate available here.
 KA1855
 KA1855.Click photographs - Photos may exist for this station.
 KA1855
 KA1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1855
 KA1855. The following values were computed from the NAD 83(1997) position.
 KA1855
 KA1855;                    North         East     Units Scale Factor Converg.
 KA1855;SPC IN W     -   465,838.742   871,500.034   MT  0.99997666   -0 12 37.3
 KA1855;SPC IN W     - 1,528,339.27  2,859,246.36   sFT  0.99997666   -0 12 37.3
 KA1855;UTM  16      - 4,366,130.579   464,339.790   MT  0.99961566   -0 15 47.9
 KA1855
 KA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6433966130(NAD 83)
 KA1855
 KA1855                          SUPERSEDED SURVEY CONTROL
 KA1855
 KA1855  NAD 83(1986)-  39 26 38.37475(N)    087 24 51.91048(W) AD(       ) 3
 KA1855  NAD 27      -  39 26 38.24800(N)    087 24 51.84200(W) AD(       ) 3
 KA1855
 KA1855.Superseded values are not recommended for survey control.
 KA1855
 KA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1855.See file dsdata.pdf to determine how the superseded data were derived.
 KA1855
 KA1855_MARKER: 63 = STACK
 KA1855
 KA1855  HISTORY     - Date     Condition        Report By
 KA1855  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1855
 KA1855                          STATION DESCRIPTION
 KA1855
 KA1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1855'THIS IS AN INTERSECTION STATION.
 KA1855'
 KA1855'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF TERRE HAUTE ON 3RD
 KA1855'STREET. IT IS A CONCRETE STACK AND IT IS ABOUT 210 FEET HIGH.
 KA1855'
 KA1855'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1812 ***********************************************************************
 KA1812  DESIGNATION -  TERRE NORTH BASE
 KA1812  PID         -  KA1812
 KA1812  STATE/COUNTY-  IN/VIGO
 KA1812  COUNTRY     -  US
 KA1812  USGS QUAD   -  SEELYVILLE (2019)
 KA1812
 KA1812                         *CURRENT SURVEY CONTROL
 KA1812  ______________________________________________________________________
 KA1812* NAD 83(1997) POSITION- 39 28 27.28999(N) 087 19 59.06132(W)   ADJUSTED
 KA1812* NAVD 88 ORTHO HEIGHT -   171.4   (meters)      562.    (feet) VERTCON3
 KA1812  ______________________________________________________________________
 KA1812  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA1812  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 KA1812  HORZ ORDER      -  FIRST
 KA1812
 KA1812.The horizontal coordinates were established by classical geodetic methods
 KA1812.and adjusted by the National Geodetic Survey in May 1999.
 KA1812
 KA1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1812
 KA1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1812.GEOID18 height accuracy estimate available here.
 KA1812
 KA1812.Click photographs - Photos may exist for this station.
 KA1812
 KA1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1812
 KA1812. The following values were computed from the NAD 83(1997) position.
 KA1812
 KA1812;                    North         East     Units Scale Factor Converg.
 KA1812;SPC IN W     -   469,175.241   878,511.851   MT  0.99997235   -0 09 31.6
 KA1812;SPC IN W     - 1,539,285.77  2,882,250.96   sFT  0.99997235   -0 09 31.6
 KA1812;UTM  16      - 4,369,459.391   471,352.151   MT  0.99961010   -0 12 42.3
 KA1812
 KA1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1812!SPC IN W     -   0.99997826  x   0.99997235  =   0.99995061
 KA1812!UTM  16      -   0.99997826  x   0.99961010  =   0.99958837
 KA1812
 KA1812:                Primary Azimuth Mark                     Grid Az
 KA1812:SPC IN W     -  TERRE HAUTE ROSE POLYTECH STK            036 01 15.7
 KA1812:UTM  16      -  TERRE HAUTE ROSE POLYTECH STK            036 04 26.4
 KA1812
 KA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7135269459(NAD 83)
 KA1812
 KA1812|---------------------------------------------------------------------|
 KA1812| PID    Reference Object                     Distance      Geod. Az  |
 KA1812|                                                           dddmmss.s |
 KA1812| KA1816 TERRE HAUTE ROSE POLYTECH STK       APPROX. 1.3 KM 0355144.1 |
 KA1812| KA1852 TERRE HAUTE IND GAS CHEM N STK      APPROX. 6.2 KM 2410631.5 |
 KA1812| KA1857 TERRE HAUTE COM SOLV PLT 1 TK       APPROX. 7.8 KM 2504403.5 |
 KA1812| KA1856 TERRE HAUTE CO COURTHOUSE DOME      APPROX. 7.1 KM 2623254.9 |
 KA1812| KA1851 TERRE HAUTE PENNA UNION DEPOT       APPROX. 6.0 KM 2690649.3 |
 KA1812| CM4700 TERRE NORTH BASE RM 2                65.947 METERS 27123     |
 KA1812| KA1815 TERRE HAUTE ANN PAGE FOOD STK       APPROX. 2.5 KM 2801411.5 |
 KA1812| KA1814 TERRE HAUTE PRR ROUNDHOUSE STK      APPROX. 3.0 KM 2851139.7 |
 KA1812| CM4698 TERRE NORTH BASE AZ MK                             3180259.3 |
 KA1812| CM4699 TERRE NORTH BASE RM 1                41.971 METERS 35857     |
 KA1812|---------------------------------------------------------------------|
 KA1812
 KA1812                          SUPERSEDED SURVEY CONTROL
 KA1812
 KA1812  NAD 83(1986)-  39 28 27.29600(N)    087 19 59.05347(W) AD(       ) 1
 KA1812  NAD 27      -  39 28 27.16410(N)    087 19 58.98390(W) AD(       ) 1
 KA1812  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 KA1812
 KA1812.Superseded values are not recommended for survey control.
 KA1812
 KA1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1812.See file dsdata.pdf to determine how the superseded data were derived.
 KA1812
 KA1812_MARKER: DS = TRIANGULATION STATION DISK
 KA1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1812_STAMPING: TERRE NORTH BASE 1947
 KA1812_MARK LOGO: CGS
 KA1812_PROJECTION: FLUSH
 KA1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1812+STABILITY: SURFACE MOTION
 KA1812
 KA1812  HISTORY     - Date     Condition        Report By
 KA1812  HISTORY     - 1947     MONUMENTED       CGS
 KA1812  HISTORY     - 1955     GOOD             CGS
 KA1812  HISTORY     - 1957     GOOD             CGS
 KA1812  HISTORY     - 1960     GOOD             CGS
 KA1812  HISTORY     - 1963     GOOD             LOCENG
 KA1812
 KA1812                          STATION DESCRIPTION
 KA1812
 KA1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1812'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF THE CENTRAL
 KA1812'PART OF TERRE HAUTE AND 2 MILES WEST-SOUTHWEST OF GLENN IN THE
 KA1812'SOUTHEAST CORNER OF A VACANT LOT, OWNED BY MR. HERMAN CANINE. IT IS
 KA1812'44 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 KA1812'ROAD, 21 FEET NORTHWEST OF A SOUTHEAST FENCE CORNER, AND 12 FEET
 KA1812'NORTH OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 KA1812'THE DISK IS STAMPED TERRE NORTH BASE 1947.
 KA1812'
 KA1812'REFERENCE MARK NO. 1 IS 137.70 FEET NORTH OF THE STATION, 71 FEET
 KA1812'SOUTH-SOUTHWEST OF A NORTHERN GATE POST, AND 43 FEET WEST OF
 KA1812'THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD. THE MARK IS FLUSH
 KA1812'WITH THE GROUND, AND THE DISK IS STAMPED TERRE NORTH BASE NO 1 1947.
 KA1812'
 KA1812'REFERENCE MARK NO. 2 IS 216.36 FEET WEST OF THE STATION, 94 FEET EAST
 KA1812'OF A SOUTHWEST FENCE CORNER, AND 6 INCHES NORTH OF THE FENCE. THE
 KA1812'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED TERRE NORTH BASE NO 2
 KA1812'1947.
 KA1812'
 KA1812'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION,
 KA1812'50 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, 22 FEET WEST
 KA1812'OF THE APPROXIMATE CENTERLINE OF A GRAVELED DRIVEWAY, AND 4 FEET WEST
 KA1812'OF A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES, AND DISK IS
 KA1812'STAMPED TERRE NORTH BASE 1947.
 KA1812'
 KA1812'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1812'GLENN, GO WEST ON U.S. HIGHWAY 40 FOR 2.15 MILES TO A GRAVELED
 KA1812'SIDE ROAD LEFT AND A DRIVEWAY ON THE RIGHT,TURN LEFT ON THE GRAVELED
 KA1812'ROAD AND GO 0.3 MILE TO THE STATION ON THE RIGHT.
 KA1812'
 KA1812'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE ABOVE MENTIONED
 KA1812'GRAVELED ROAD AND U.S. HIGHWAY 40, GO WEST ON HIGHWAY 40 FOR
 KA1812'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1812'
 KA1812'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1812
 KA1812                          STATION RECOVERY (1955)
 KA1812
 KA1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1812'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. DESCRIPTION IS
 KA1812'ADEQUATE.
 KA1812
 KA1812                          STATION RECOVERY (1957)
 KA1812
 KA1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KA1812'THIS STATION WAS RECOVERED AS DESCRIBED. THE REFERENCE MARKS AND
 KA1812'AZIMUTH MARK WERE NOT RECOVERED.
 KA1812
 KA1812                          STATION RECOVERY (1960)
 KA1812
 KA1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KA1812'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND ARE
 KA1812'IN GOOD CONDITION.  THE STATION MARK IS UNDER THE EDGE OF A LOW
 KA1812'LYING EVERGREEN TREE AND NEITHER REFERENCE MARK IS VISIBLE FROM THE
 KA1812'STATION FROM THE GROUND DUE TO TREES.  THE AZIMUTH MARK IS NOT
 KA1812'VISIBLE FROM THE GROUND SINCE SEVERAL HOUSES HAVE BEEN BUILT IN
 KA1812'THE AREA SINCE THE ESTABLISHMENT OF THE STATION.
 KA1812
 KA1812                          STATION RECOVERY (1963)
 KA1812
 KA1812'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (HER)
 KA1812'ALL MARKS WERE FOUND IN GOOD CONDITION.
 KA1812'
 KA1812'REFERENCE MARK NO. 2 IS NOW 5 INCHES BELOW GRADE.
 KA1812'
 KA1812'RESIDENCES AND ORNAMENTAL PLANTINGS NOW OBSCURE.  ALL REFERENCES AND
 KA1812'AZIMUTH MARK FROM GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1811 ***********************************************************************
 KA1811  DESIGNATION -  TERRE SOUTH BASE
 KA1811  PID         -  KA1811
 KA1811  STATE/COUNTY-  IN/VIGO
 KA1811  COUNTRY     -  US
 KA1811  USGS QUAD   -  SEELYVILLE (2019)
 KA1811
 KA1811                         *CURRENT SURVEY CONTROL
 KA1811  ______________________________________________________________________
 KA1811* NAD 83(1997) POSITION- 39 24 10.60305(N) 087 19 59.74944(W)   ADJUSTED
 KA1811* NAVD 88 ORTHO HEIGHT -   169.7   (meters)      557.    (feet) VERTCON3
 KA1811  ______________________________________________________________________
 KA1811  GEOID HEIGHT    -        -32.717 (meters)                     GEOID18
 KA1811  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 KA1811  HORZ ORDER      -  FIRST
 KA1811
 KA1811.The horizontal coordinates were established by classical geodetic methods
 KA1811.and adjusted by the National Geodetic Survey in May 1999.
 KA1811
 KA1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1811
 KA1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1811.GEOID18 height accuracy estimate available here.
 KA1811
 KA1811.Click photographs - Photos may exist for this station.
 KA1811
 KA1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1811
 KA1811. The following values were computed from the NAD 83(1997) position.
 KA1811
 KA1811;                    North         East     Units Scale Factor Converg.
 KA1811;SPC IN W     -   461,259.320   878,473.469   MT  0.99997237   -0 09 31.1
 KA1811;SPC IN W     - 1,513,314.95  2,882,125.04   sFT  0.99997237   -0 09 31.1
 KA1811;UTM  16      - 4,361,546.376   471,306.471   MT  0.99961014   -0 12 41.6
 KA1811
 KA1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1811!SPC IN W     -   0.99997851  x   0.99997237  =   0.99995088
 KA1811!UTM  16      -   0.99997851  x   0.99961014  =   0.99958866
 KA1811
 KA1811:                Primary Azimuth Mark                     Grid Az
 KA1811:SPC IN W     -  TERRE SOUTH BASE AZ MK                   002 56 43.0
 KA1811:UTM  16      -  TERRE SOUTH BASE AZ MK                   002 59 53.5
 KA1811
 KA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7130661546(NAD 83)
 KA1811
 KA1811|---------------------------------------------------------------------|
 KA1811| PID    Reference Object                     Distance      Geod. Az  |
 KA1811|                                                           dddmmss.s |
 KA1811| CM4701 TERRE SOUTH BASE AZ MK                             0024711.9 |
 KA1811| KA1816 TERRE HAUTE ROSE POLYTECH STK       APPROX. 9.0 KM 0050435.2 |
 KA1811| CM4702 TERRE SOUTH BASE RM 1                22.668 METERS 15104     |
 KA1811| CM4703 TERRE SOUTH BASE RM 2                32.467 METERS 27345     |
 KA1811|---------------------------------------------------------------------|
 KA1811
 KA1811                          SUPERSEDED SURVEY CONTROL
 KA1811
 KA1811  NAD 83(1986)-  39 24 10.60912(N)    087 19 59.74224(W) AD(       ) 1
 KA1811  NAD 27      -  39 24 10.47370(N)    087 19 59.67440(W) AD(       ) 1
 KA1811  NGVD 29 (07/19/86)  169.8    (m)          557.     (f) VERT ANG       
 KA1811
 KA1811.Superseded values are not recommended for survey control.
 KA1811
 KA1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1811.See file dsdata.pdf to determine how the superseded data were derived.
 KA1811
 KA1811_MARKER: DS = TRIANGULATION STATION DISK
 KA1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1811_STAMPING: TERRE SOUTH BASE 1947
 KA1811_MARK LOGO: CGS
 KA1811_PROJECTION: FLUSH
 KA1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1811+STABILITY: SURFACE MOTION
 KA1811
 KA1811  HISTORY     - Date     Condition        Report By
 KA1811  HISTORY     - 1947     MONUMENTED       CGS
 KA1811  HISTORY     - 1955     GOOD             CGS
 KA1811  HISTORY     - 1964     GOOD             CGS
 KA1811  HISTORY     - 20070418 GOOD             HANPRO
 KA1811
 KA1811                          STATION DESCRIPTION
 KA1811
 KA1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1811'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF TERRE HAUTE AND 4
 KA1811'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 42 AND 46 ON
 KA1811'PROPERTY OWNED BY MR. GLENN ANDERSON. IT IS 90 FEET SOUTH OF THE
 KA1811'APPROXIMATE CENTERLINE OF MR. ANDERSONS DRIVEWAY, 50 FEET WEST
 KA1811'OF THE APPROXIMATE CENTERLINE OF A CINDERED ROAD, AND 44 FEET
 KA1811'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. ANDERSONS HOUSE.
 KA1811'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TERRE
 KA1811'SOUTH BASE 1947.
 KA1811'
 KA1811'REFERENCE MARK NO. 1 IS 74.37 FEET SOUTHEAST OF THE STATION, 70 FEET
 KA1811'SOUTHWEST OF A FENCE CORNER, AND 15 FEET WEST OF THE APPROXIMATE
 KA1811'CENTERLINE OF THE CINDERED ROAD. THE MARK PROJECTS 2 INCHES, AND THE
 KA1811'DISK IS STAMPED TERRE SOUTH BASE NO 1 1947.
 KA1811'
 KA1811'REFERENCE MARK NO. 2 IS 106.52 FEET WEST OF THE STATION, 65 FEET
 KA1811'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 40 FEET NORTH OF
 KA1811'A 3-FOOT ELM TREE, AND 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KA1811'SHED. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED TERRE
 KA1811'SOUTH BASE NO 2 1947.
 KA1811'
 KA1811'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 13 FEET EAST OF
 KA1811'THE APPROXIMATE CENTERLINE OF A CINDERED ROAD, 3 FEET SOUTH OF
 KA1811'A WITNESS POST, AND 1 FOOT WEST OF A FENCE. THE MARK PROJECTS 3
 KA1811'INCHES, AND THE DISK IS STAMPED TERRE SOUTH BASE 1947.
 KA1811'
 KA1811'TO REACH THE STATION FROM THE LOST CREEK TOWNSHIP HIGH SCHOOL IN
 KA1811'GLENN, GO WEST ON U.S. HIGHWAY 40 FOR 2.25 MILES TO A SIDE ROAD
 KA1811'LEFT AND A DRIVEWAY ON THE RIGHT, TURN LEFT HERE ON A GRAVELED ROAD
 KA1811'AND GO SOUTHERLY FOR 0.3 MILES TO TERRE NORTH BASE ON THE
 KA1811'RIGHT, CONTINUE SOUTHERLY FOR 0.8 MILE TO THE JUNCTION OF STATE
 KA1811'HIGHWAYS 42 AND 46, CONTINUE SOUTHERLY ON HIGHWAY 46 FOR 3.6
 KA1811'MILES TO A FORK IN THE ROAD, TAKE THE RIGHT ROAD, A GRAVELED ROAD,
 KA1811'AND GO 0.15 MILE TO A CROSSROAD, HERE CONTINUE SOUTHERLY ON A
 KA1811'CINDERED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 KA1811'SOUTHERLY ON THE CINDERED ROAD FOR 0.3 MILE TO THE STATION ON
 KA1811'THE RIGHT AS DESCRIBED.
 KA1811'
 KA1811'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1811
 KA1811                          STATION RECOVERY (1955)
 KA1811
 KA1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 KA1811'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. DESCRIPTION IS
 KA1811'ADEQUATE.
 KA1811
 KA1811                          STATION RECOVERY (1964)
 KA1811
 KA1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KA1811'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER
 KA1811'1 WAS FOUND EXPOSED IN ITS FULL LENGHT AND LEANING AGAINST A FENCE.
 KA1811'NO SEARCH WAS MADE FOR REFERENCE MARK 2 OR FOR THE AZIMUTH MARK.
 KA1811
 KA1811                          STATION RECOVERY (2007)
 KA1811
 KA1811'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2007 (RLW)
 KA1811'A NEW HOUSE AND DRIVE HAVE BEEN BUILT, THE STATION IS 52.0 FEET S.E.
 KA1811'FROM THE S.E. COR OF THE HOUSE AND 134 FEET SOUTH OF THE CENTER LINE
 KA1811'OF THE DRIVE. REF. 1 IS LAYING ON ITS SIDE INCASED IN CONCRETE ON THE
 KA1811'SIDE OF THE ROAD, REF. 2 WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1806 ***********************************************************************
 JA1806  DESIGNATION -  TERRY
 JA1806  PID         -  JA1806
 JA1806  STATE/COUNTY-  IN/PERRY
 JA1806  COUNTRY     -  US
 JA1806  USGS QUAD   -  DERBY (2019)
 JA1806
 JA1806                         *CURRENT SURVEY CONTROL
 JA1806  ______________________________________________________________________
 JA1806* NAD 83(1997) POSITION- 38 04 59.01201(N) 086 36 54.00454(W)   ADJUSTED
 JA1806* NAVD 88 ORTHO HEIGHT -   234.30  (+/-2cm)      768.7   (feet) VERTCON3
 JA1806  ______________________________________________________________________
 JA1806  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 JA1806  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 JA1806  HORZ ORDER      -  SECOND
 JA1806  VERT ORDER      -  THIRD ? (See Below)
 JA1806
 JA1806.The horizontal coordinates were established by classical geodetic methods
 JA1806.and adjusted by the National Geodetic Survey in May 1999.
 JA1806
 JA1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1806
 JA1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1806.GEOID18 height accuracy estimate available here.
 JA1806
 JA1806.The vertical order pertains to the NGVD 29 superseded value.
 JA1806
 JA1806.Click photographs - Photos may exist for this station.
 JA1806
 JA1806.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1806
 JA1806. The following values were computed from the NAD 83(1997) position.
 JA1806
 JA1806;                    North         East     Units Scale Factor Converg.
 JA1806;SPC IN W     -   314,816.605   941,087.061   MT  0.99998745   +0 17 19.9
 JA1806;SPC IN W     - 1,032,860.81  3,087,549.80   sFT  0.99998745   +0 17 19.9
 JA1806;UTM  16      - 4,215,100.611   533,763.762   MT  0.99961404   +0 14 14.9
 JA1806
 JA1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1806!SPC IN W     -   0.99996835  x   0.99998745  =   0.99995580
 JA1806!UTM  16      -   0.99996835  x   0.99961404  =   0.99958240
 JA1806
 JA1806:                Primary Azimuth Mark                     Grid Az
 JA1806:SPC IN W     -  TERRY AZ MK                              153 54 25.4
 JA1806:UTM  16      -  TERRY AZ MK                              153 57 30.4
 JA1806
 JA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3376315100(NAD 83)
 JA1806
 JA1806|---------------------------------------------------------------------|
 JA1806| PID    Reference Object                     Distance      Geod. Az  |
 JA1806|                                                           dddmmss.s |
 JA1806| CG9271 TERRY RM 1                           27.557 METERS 04231     |
 JA1806| JA1773 MT PLEASANT BUZZARDS ROOST LOT      APPROX.14.0 KM 0692548.0 |
 JA1806| CG9272 TERRY RM 2                           17.632 METERS 14454     |
 JA1806| CG9270 TERRY AZ MK                                        1541145.3 |
 JA1806|---------------------------------------------------------------------|
 JA1806
 JA1806                          SUPERSEDED SURVEY CONTROL
 JA1806
 JA1806  NAD 83(1993)-  38 04 59.01371(N)    086 36 54.00552(W) AD(       ) 2
 JA1806  NAD 83(1986)-  38 04 59.01898(N)    086 36 54.00887(W) AD(       ) 2
 JA1806  NAD 27      -  38 04 58.79600(N)    086 36 54.07600(W) AD(       ) 2
 JA1806  NGVD 29             234.36   (m)          768.9    (f) LEVELING    3  
 JA1806
 JA1806.Superseded values are not recommended for survey control.
 JA1806
 JA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1806.See file dsdata.pdf to determine how the superseded data were derived.
 JA1806
 JA1806_MARKER: DS = TRIANGULATION STATION DISK
 JA1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1806_STAMPING: TERRY 1946
 JA1806_MARK LOGO: CGS
 JA1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1806+STABILITY: SURFACE MOTION
 JA1806
 JA1806  HISTORY     - Date     Condition        Report By
 JA1806  HISTORY     - 1946     MONUMENTED       CGS
 JA1806
 JA1806                          STATION DESCRIPTION
 JA1806
 JA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1806'THIS STATION IS ABOUT 3.75 MILES SOUTHWEST OF BANDON ON INDIANA STATE
 JA1806'ROUTE 37 ON THE WEST SIDE OF THE HIGHWAY, 47.5 FEET SOUTHWEST OF THE
 JA1806'CENTERLINE OF THE HIGHWAY AND 21 FEET NORTHWEST OF A POWERLINE POLE.
 JA1806'THE DISK IS STAMPED TERRY 1946.
 JA1806'
 JA1806'REFERENCE MARK NO 1 90.41 FEET NORTHEAST OF THE STATION AND 35 FEET
 JA1806'EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH
 JA1806'WITH THE GROUND AND THE DISK IS STAMPED TERRY NO 1 1946.
 JA1806'
 JA1806'REFERENCE MARK NO 2 IS 57.85 FEET NORTHWEST OF THE STATION, 37.5 FEET
 JA1806'WEST NORTHWEST OF A POWERLINE POLE AND 36.5 FEET SOUTHWEST OF THE
 JA1806'CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND IS
 JA1806'STAMPED TERRY NO 2 1946.
 JA1806'
 JA1806'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 40 FEET
 JA1806'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.2 FEET SOUTH-SOUTHWEST
 JA1806'OF A WIRE FENCE AND 25.6 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 JA1806'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TERRY 1946.
 JA1806'
 JA1806'TO REACH THE STATION FROM JUNCTION OF STATE ROUTES 37 AND 62 AT ST
 JA1806'CROIX GO SOUTH ON ROUTE 37 FOR 10.75 MILES TO THE STATION ON THE
 JA1806'RIGHT, THIS IS 0.25 MILE SOUTH FROM COFFINETS STORE AT RIGHT OF
 JA1806'HIGHWAY AND 0.1 MILE NORTH OF ROAD RIGHT TO THE SAWMILL.  THE AZIMUTH
 JA1806'MARK IS 0.3 MILE SOUTH OF THE STATION ON THE LEFT SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2708 ***********************************************************************
 LB2708  SACS        -  This is a Secondary Airport Control Station.
 LB2708  DESIGNATION -  TERRY
 LB2708  PID         -  LB2708
 LB2708  STATE/COUNTY-  IN/BOONE
 LB2708  COUNTRY     -  US
 LB2708  USGS QUAD   -  ROSSTON (2019)
 LB2708
 LB2708                         *CURRENT SURVEY CONTROL
 LB2708  ______________________________________________________________________
 LB2708* NAD 83(2011) POSITION- 40 02 22.76753(N) 086 15 06.33550(W)   ADJUSTED
 LB2708* NAD 83(2011) ELLIP HT-   246.920 (meters)        (06/27/12)   ADJUSTED
 LB2708* NAD 83(2011) EPOCH   -  2010.00
 LB2708* NAVD 88 ORTHO HEIGHT -   280.91  (meters)      921.6   (feet) GPS OBS
 LB2708  ______________________________________________________________________
 LB2708  NAVD 88 orthometric height was determined with geoid model    GEOID03
 LB2708  GEOID HEIGHT    -        -33.905 (meters)                     GEOID03
 LB2708  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LB2708  NAD 83(2011) X  -    319,675.677 (meters)                     COMP
 LB2708  NAD 83(2011) Y  - -4,879,604.849 (meters)                     COMP
 LB2708  NAD 83(2011) Z  -  4,081,516.631 (meters)                     COMP
 LB2708  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LB2708
 LB2708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2708  Standards:
 LB2708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2708  -------------------------------------------------------------------
 LB2708  NETWORK    0.30   1.29           0.12   0.12   0.66     -0.33467408
 LB2708  -------------------------------------------------------------------
 LB2708  Click here for local accuracies and other accuracy information.
 LB2708
 LB2708.This mark is at Indianapolis Terry Airport (I52)
 LB2708.This mark is at Indianapolis Executive Airport  (TYQ)
 LB2708
 LB2708.The horizontal coordinates were established by GPS observations
 LB2708.and adjusted by the National Geodetic Survey in June 2012.
 LB2708
 LB2708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2708.been affixed to the stable North American tectonic plate. See 
 LB2708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2708
 LB2708.The horizontal coordinates are valid at the epoch date displayed above
 LB2708.which is a decimal equivalence of Year/Month/Day.
 LB2708
 LB2708.The orthometric height was determined by GPS observations and a
 LB2708.high-resolution geoid model.
 LB2708
 LB2708.GPS derived orthometric heights for airport stations designated as
 LB2708.PACS or SACS are published to 2 decimal places.  This maintains
 LB2708.centimeter relative accuracy between the PACS and SACS.  It does
 LB2708.not indicate centimeter accuracy relative to other marks which are
 LB2708.part of the published vertical control network.
 LB2708
 LB2708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2708.GEOID18 height accuracy estimate available here.
 LB2708
 LB2708.Click photographs - Photos may exist for this station.
 LB2708
 LB2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2708
 LB2708.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2708
 LB2708.The ellipsoidal height was determined by GPS observations
 LB2708.and is referenced to NAD 83.
 LB2708
 LB2708. The following values were computed from the NAD 83(2011) position.
 LB2708
 LB2708;                    North         East     Units Scale Factor Converg.
 LB2708;SPC IN W     -   532,252.202   970,968.238   MT  1.00002864   +0 32 06.0
 LB2708;SPC IN W     - 1,746,230.77  3,185,584.96   sFT  1.00002864   +0 32 06.0
 LB2708;UTM  16      - 4,432,426.991   563,832.906   MT  0.99965016   +0 28 52.9
 LB2708
 LB2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2708!SPC IN W     -   0.99996127  x   1.00002864  =   0.99998990
 LB2708!UTM  16      -   0.99996127  x   0.99965016  =   0.99961144
 LB2708
 LB2708:                Primary Azimuth Mark                     Grid Az
 LB2708:SPC IN W     -  TERRY AZ MK                              176 13 24.1
 LB2708:UTM  16      -  TERRY AZ MK                              176 16 37.2
 LB2708
 LB2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6383232426(NAD 83)
 LB2708
 LB2708|---------------------------------------------------------------------|
 LB2708| PID    Reference Object                     Distance      Geod. Az  |
 LB2708|                                                           dddmmss.s |
 LB2708| LB2709 TERRY AZ MK                         APPROX. 1.0 KM 1764530.1 |
 LB2708|---------------------------------------------------------------------|
 LB2708
 LB2708                          SUPERSEDED SURVEY CONTROL
 LB2708
 LB2708  NAD 83(2007)-  40 02 22.76758(N)    086 15 06.33656(W) AD(2002.00) 1
 LB2708  ELLIP H (04/02/09)  246.943  (m)                       GP(2002.00) 3 2
 LB2708  NAD 83(1997)-  40 02 22.76765(N)    086 15 06.33646(W) AD(       ) 1
 LB2708  NAD 83(1997)-  40 02 22.76666(N)    086 15 06.33648(W) AD(       ) 3
 LB2708  ELLIP H (05/25/99)  246.943  (m)                       GP(       ) 4 1
 LB2708  NAD 83(1986)-  40 02 22.76916(N)    086 15 06.35061(W) AD(       ) 3
 LB2708  NAD 27      -  40 02 22.62250(N)    086 15 06.37816(W) AD(       ) 3
 LB2708  NGVD 29 (02/23/89)  281.03   (m)  RAPSU86  model used  GPS OBS        
 LB2708
 LB2708.Superseded values are not recommended for survey control.
 LB2708
 LB2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2708.See file dsdata.pdf to determine how the superseded data were derived.
 LB2708
 LB2708_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2708_STAMPING: TERRY 1986
 LB2708_MARK LOGO: NGS
 LB2708_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2708+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2006
 LB2708
 LB2708  HISTORY     - Date     Condition        Report By
 LB2708  HISTORY     - 1988     MONUMENTED       NGS
 LB2708  HISTORY     - 20061217 GOOD             WOOLPT
 LB2708
 LB2708                          STATION DESCRIPTION
 LB2708
 LB2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2708'THE STATION IS ABOUT 40.2 KM (25.00 MI) SOUTHEAST OF FRANKFORT, 24.1
 LB2708'KM (15.00 MI) NORTHWEST OF INDIANAPOLIS, 16.1 KM (10.00 MI) EAST OF
 LB2708'INTERSTATE HIGHWAY 65 AND 14.5 KM (9.00 MI) SOUTH OF SHERIDAN.
 LB2708'OWNERSHIP--VAN-S AVIATION, 11355 EAST SR 32, ZIONSVILLE, IN 46077,
 LB2708'PHONE 317-769-3288.  AIRPORT MANAGER IS MR. RAY VANSICKLE.
 LB2708'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S.
 LB2708'HIGHWAY 31 AT WESTFIELD, GO WEST FOR 10.6 KM (6.60 MI) STATE HIGHWAY
 LB2708'32 TO THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE GO
 LB2708'SOUTHEAST ACROSS APRON FOR 0.16 KM (0.10 MI) TO WHERE THE TURF PART
 LB2708'OF RUNWAY 22 CROSSES THE PAVED PART OF RUNWAY 18 AND THE STATION IN
 LB2708'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 LB2708'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---TERRY
 LB2708'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST FLUSH
 LB2708'WITH THE GROUND.  LOCATED 57.61 M (189.0 FT) SOUTH FROM THE NORTHWEST
 LB2708'CORNER OF RUNWAY 18, 15.24 M (50.0 FT) SOUTH FROM THE SOUTH EDGE OF
 LB2708'TAXIWAY, 7.62 M (25.0 FT) WEST FROM THE WEST EDGE OF RUNWAY AND 4.45
 LB2708'M (14.6 FT) WEST FROM A WITNESS POST.
 LB2708'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2708'DESCRIBED BY D.L. ADAMS
 LB2708
 LB2708                          STATION RECOVERY (2006)
 LB2708
 LB2708'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB2708'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB2708'
 LB2708'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 LB2708'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2709 ***********************************************************************
 LB2709  PACS        -  This is a Primary Airport Control Station.
 LB2709  DESIGNATION -  TERRY AZ MK
 LB2709  PID         -  LB2709
 LB2709  STATE/COUNTY-  IN/BOONE
 LB2709  COUNTRY     -  US
 LB2709  USGS QUAD   -  ROSSTON (2019)
 LB2709
 LB2709                         *CURRENT SURVEY CONTROL
 LB2709  ______________________________________________________________________
 LB2709* NAD 83(2011) POSITION- 40 01 50.98069(N) 086 15 03.99353(W)   ADJUSTED
 LB2709* NAD 83(2011) ELLIP HT-   246.348 (meters)        (06/27/12)   ADJUSTED
 LB2709* NAD 83(2011) EPOCH   -  2010.00
 LB2709* NAVD 88 ORTHO HEIGHT -   280.33  (meters)      919.7   (feet) GPS OBS
 LB2709  ______________________________________________________________________
 LB2709  NAVD 88 orthometric height was determined with geoid model    GEOID03
 LB2709  GEOID HEIGHT    -        -33.890 (meters)                     GEOID03
 LB2709  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LB2709  NAD 83(2011) X  -    319,772.288 (meters)                     COMP
 LB2709  NAD 83(2011) Y  - -4,880,230.111 (meters)                     COMP
 LB2709  NAD 83(2011) Z  -  4,080,765.587 (meters)                     COMP
 LB2709  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 LB2709
 LB2709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2709  Standards:
 LB2709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2709  -------------------------------------------------------------------
 LB2709  NETWORK    0.28   1.16           0.11   0.11   0.59     -0.39329091
 LB2709  -------------------------------------------------------------------
 LB2709  Click here for local accuracies and other accuracy information.
 LB2709
 LB2709.This mark is at Indianapolis Terry Airport (I52)
 LB2709.This mark is at Indianapolis Executive Airport  (TYQ)
 LB2709
 LB2709.The horizontal coordinates were established by GPS observations
 LB2709.and adjusted by the National Geodetic Survey in June 2012.
 LB2709
 LB2709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2709.been affixed to the stable North American tectonic plate. See 
 LB2709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2709
 LB2709.The horizontal coordinates are valid at the epoch date displayed above
 LB2709.which is a decimal equivalence of Year/Month/Day.
 LB2709
 LB2709.The orthometric height was determined by GPS observations and a
 LB2709.high-resolution geoid model.
 LB2709
 LB2709.GPS derived orthometric heights for airport stations designated as
 LB2709.PACS or SACS are published to 2 decimal places.  This maintains
 LB2709.centimeter relative accuracy between the PACS and SACS.  It does
 LB2709.not indicate centimeter accuracy relative to other marks which are
 LB2709.part of the published vertical control network.
 LB2709
 LB2709.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2709.GEOID18 height accuracy estimate available here.
 LB2709
 LB2709.Click photographs - Photos may exist for this station.
 LB2709
 LB2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2709
 LB2709.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2709
 LB2709.The ellipsoidal height was determined by GPS observations
 LB2709.and is referenced to NAD 83.
 LB2709
 LB2709. The following values were computed from the NAD 83(2011) position.
 LB2709
 LB2709;                    North         East     Units Scale Factor Converg.
 LB2709;SPC IN W     -   531,272.330   971,032.919   MT  1.00002876   +0 32 07.1
 LB2709;SPC IN W     - 1,743,015.97  3,185,797.17   sFT  1.00002876   +0 32 07.1
 LB2709;UTM  16      - 4,431,447.429   563,896.646   MT  0.99965026   +0 28 54.1
 LB2709
 LB2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2709!SPC IN W     -   0.99996135  x   1.00002876  =   0.99999011
 LB2709!UTM  16      -   0.99996135  x   0.99965026  =   0.99961163
 LB2709
 LB2709:                Primary Azimuth Mark                     Grid Az
 LB2709:SPC IN W     -  TERRY                                    356 13 24.5
 LB2709:UTM  16      -  TERRY                                    356 16 37.5
 LB2709
 LB2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6389631447(NAD 83)
 LB2709
 LB2709|---------------------------------------------------------------------|
 LB2709| PID    Reference Object                     Distance      Geod. Az  |
 LB2709|                                                           dddmmss.s |
 LB2709| LB2708 TERRY                               APPROX. 1.0 KM 3564531.6 |
 LB2709|---------------------------------------------------------------------|
 LB2709
 LB2709                          SUPERSEDED SURVEY CONTROL
 LB2709
 LB2709  NAD 83(2007)-  40 01 50.98074(N)    086 15 03.99459(W) AD(2002.00) B
 LB2709  ELLIP H (04/02/09)  246.371  (m)                       GP(2002.00) 3 2
 LB2709  NAD 83(1997)-  40 01 50.98081(N)    086 15 03.99449(W) AD(       ) B
 LB2709  ELLIP H (03/21/07)  246.376  (m)                       GP(       ) 3 2
 LB2709  NAD 83(1997)-  40 01 50.97989(N)    086 15 03.99478(W) AD(       ) 3
 LB2709  ELLIP H (05/25/99)  246.353  (m)                       GP(       ) 4 1
 LB2709  NAD 83(1986)-  40 01 50.98237(N)    086 15 04.00892(W) AD(       ) 3
 LB2709  NAD 27      -  40 01 50.83538(N)    086 15 04.03662(W) AD(       ) 3
 LB2709  NGVD 29 (02/23/89)  280.44   (m)  RAPSU86  model used  GPS OBS        
 LB2709
 LB2709.Superseded values are not recommended for survey control.
 LB2709
 LB2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2709.See file dsdata.pdf to determine how the superseded data were derived.
 LB2709
 LB2709_MARKER: I = METAL ROD
 LB2709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LB2709_STAMPING: TERRY 1988 AZ MK
 LB2709_MARK LOGO: NGS
 LB2709_PROJECTION: FLUSH
 LB2709_MAGNETIC: I = MARKER IS A STEEL ROD
 LB2709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2709+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2006
 LB2709_ROD/PIPE-DEPTH: 4.9 meters
 LB2709_SLEEVE-DEPTH  : 0.9 meters
 LB2709
 LB2709  HISTORY     - Date     Condition        Report By
 LB2709  HISTORY     - 1988     MONUMENTED       NGS
 LB2709  HISTORY     - 20061217 GOOD             WOOLPT
 LB2709
 LB2709                          STATION DESCRIPTION
 LB2709
 LB2709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2709'THE STATION IS ABOUT 40.2 KM (25.00 MI) SOUTHEAST OF FRANKFORT, 24.1
 LB2709'KM (15.00 MI) NORTHWEST OF INDIANAPOLIS, 16.1 KM (10.00 MI) EAST OF
 LB2709'INTERSTATE HIGHWAY 65 AND 14.5 KM (9.00 MI) SOUTH OF SHERIDAN.
 LB2709'OWNERSHIP--VAN-S AVIATION, 11355 EAST SR 32, ZIONSVILLE, IN 46077.
 LB2709'PHONE 317-769-3288.  AIRPORT MANAGER IS MR. RAY VANSICKLE.
 LB2709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S.
 LB2709'HIGHWAY 31 AT WESTFIELD, GO WEST FOR 10.6 KM (6.60 MI) STATE HIGHWAY
 LB2709'32 TO THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE GO
 LB2709'SOUTHEAST ACROSS APRON FOR 0.16 KM (0.10 MI).  TURN RIGHT AND GO
 LB2709'SOUTH ALONG RUNWAY FOR 0.96 KM (0.60 MI) TO AN AIRPLANE TURNAROUND ON
 LB2709'THE RIGHT AND THE STATION ON THE LEFT.
 LB2709'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 LB2709'DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5 INCH PVC PIPE
 LB2709'ENCASED IN CONCRETE WITH A LOGO CAP STAMPED---TERRY 1988 AZ MK---,
 LB2709'THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 37.0 M
 LB2709'(121.4 FT) WEST OF A WITNESS POST, 12.3 M (40.4 FT) EAST OF THE EAST
 LB2709'EDGE OF RUNWAY AND 9.4 M (30.8 FT) EAST OF THE FIRST WHITE RUNWAY
 LB2709'MARKER LIGHT SOUTH OF AND ACROSS RUNWAY FROM AIRPLANE TURNAROUND.
 LB2709'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2709'DESCRIBED BY D.L. ADAMS
 LB2709
 LB2709                          STATION RECOVERY (2006)
 LB2709
 LB2709'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB2709'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB2709'
 LB2709'NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2476 ***********************************************************************
 LB2476  DESIGNATION -  TETERSBURG
 LB2476  PID         -  LB2476
 LB2476  STATE/COUNTY-  IN/TIPTON
 LB2476  COUNTRY     -  US
 LB2476  USGS QUAD   -  KEMPTON (2019)
 LB2476
 LB2476                         *CURRENT SURVEY CONTROL
 LB2476  ______________________________________________________________________
 LB2476* NAD 83(1997) POSITION- 40 16 32.39673(N) 086 07 38.02558(W)   ADJUSTED
 LB2476* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 LB2476  ______________________________________________________________________
 LB2476  GEOID HEIGHT    -        -34.362 (meters)                     GEOID18
 LB2476  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 LB2476  HORZ ORDER      -  THIRD
 LB2476
 LB2476.The horizontal coordinates were established by classical geodetic methods
 LB2476.and adjusted by the National Geodetic Survey in May 1999.
 LB2476
 LB2476.The orthometric height was scaled from a topographic map.
 LB2476
 LB2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2476.GEOID18 height accuracy estimate available here.
 LB2476
 LB2476.Click photographs - Photos may exist for this station.
 LB2476
 LB2476.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2476
 LB2476. The following values were computed from the NAD 83(1997) position.
 LB2476
 LB2476;                    North         East     Units Scale Factor Converg.
 LB2476;SPC IN E     -   558,227.566    60,830.622   MT  0.99998555   -0 17 51.9
 LB2476;SPC IN E     - 1,831,451.61    199,575.13   sFT  0.99998555   -0 17 51.9
 LB2476;UTM  16      - 4,458,719.504   574,199.475   MT  0.99966777   +0 33 51.3
 LB2476
 LB2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2476!SPC IN E     -   0.99996258  x   0.99998555  =   0.99994813
 LB2476!UTM  16      -   0.99996258  x   0.99966777  =   0.99963037
 LB2476
 LB2476:                Primary Azimuth Mark                     Grid Az
 LB2476:SPC IN E     -  TETERSBURG AZ MK                         262 47 29.8
 LB2476:UTM  16      -  TETERSBURG AZ MK                         261 55 46.6
 LB2476
 LB2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7419958719(NAD 83)
 LB2476
 LB2476|---------------------------------------------------------------------|
 LB2476| PID    Reference Object                     Distance      Geod. Az  |
 LB2476|                                                           dddmmss.s |
 LB2476| CD1314 TETERSBURG RM 1                      22.640 METERS 00646     |
 LB2476| CD1315 TETERSBURG RM 2                      27.472 METERS 20217     |
 LB2476| CD1313 TETERSBURG AZ MK                                   2622937.9 |
 LB2476| LB0517 TETERSBURG 2 RM 3                    13.750 METERS 27043     |
 LB2476| LB0519 TETERSBURG 2                         31.141 METERS 33509     |
 LB2476|---------------------------------------------------------------------|
 LB2476
 LB2476                          SUPERSEDED SURVEY CONTROL
 LB2476
 LB2476  NAD 83(1986)-  40 16 32.40108(N)    086 07 38.03910(W) AD(       ) 3
 LB2476  NAD 27      -  40 16 32.26760(N)    086 07 38.06820(W) AD(       ) 3
 LB2476
 LB2476.Superseded values are not recommended for survey control.
 LB2476
 LB2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2476.See file dsdata.pdf to determine how the superseded data were derived.
 LB2476
 LB2476_MARKER: DS = TRIANGULATION STATION DISK
 LB2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2476_STAMPING: TETERSBURG 1954
 LB2476_MARK LOGO: CGS
 LB2476_PROJECTION: FLUSH
 LB2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2476+STABILITY: SURFACE MOTION
 LB2476
 LB2476  HISTORY     - Date     Condition        Report By
 LB2476  HISTORY     - 1954     MONUMENTED       CGS
 LB2476  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LB2476
 LB2476                          STATION DESCRIPTION
 LB2476
 LB2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2476'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 LB2476'U. S. HIGHWAY 31 AND STATE HIGHWAY 28 ABOUT 17 MILES SOUTH OF KOKOMO
 LB2476'AND ABOUT 5 MILES WEST OF TIPTON.  IT IS 142 FEET NORTHWEST OF THE
 LB2476'INTERSECTION, 118 FEET NORTH OF THE CENTER OF HIGHWAY 28, 88 FEET
 LB2476'WEST OF THE CENTER OF HIGHWAY 31 AND 13 FEET EAST OF A WHITE
 LB2476'WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2476'STAMPED TETERSBURG 1954.
 LB2476'
 LB2476'REFERENCE MARK NO. 1 IS 79 FEET WEST OF THE CENTER OF HIGHWAY 31 AND
 LB2476'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2476'TETERSBURG NO 1 1954.
 LB2476'
 LB2476'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF HIGHWAY 28 AND
 LB2476'1 FOOT EAST OF A FENCE CORNER AND HIGHWAY RIGHT-OF-WAY MARKER.  THE
 LB2476'MARK IS FLUSH AND THE DISK IS STAMPED TETERSBURG NO 2 1954.
 LB2476'
 LB2476'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF HIGHWAY 28, 1 FOOT
 LB2476'NORTH OF A FENCE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 LB2476'IS FLUSH AND THE DISK IS STAMPED TETERSBURG 1954.
 LB2476'
 LB2476'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 28 FOR
 LB2476'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2476'
 LB2476'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2476
 LB2476                          STATION RECOVERY (1960)
 LB2476
 LB2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (AWW)
 LB2476'ALL MARKS WERE FOUND IN EVIDENTLY GOOD CONDITIONS (DISTANCES AND
 LB2476'DIRECTIONS TO REFERENCE MARKS CHECKED FAIRLY WELL).  DUE TO THE FACT
 LB2476'THAT HIGHWAY CONSTRUCTION IN PROGRESS WILL PLACE TRAFFIC-BEARING
 LB2476'PAVEMENT OVER THE MARK, A NEW STATION TETERSBURG 2 1960 WAS
 LB2476'ESTABLISHED, AND THE SURFACE MARK OF THE STATION REMOVED.  THE
 LB2476'SUBSURFACE MARK OF THE ORIGINAL SUBJECT STATION WAS NOT
 LB2476'RECOVERED AND PART OF THE SURFACE MARK MONUMENT POST WAS LEFT IN
 LB2476'PLACE.  BOTH REFERENCE MARKS WERE REMOVED AND REPLACED AS
 LB2476'REFERENCE MARKS NOS. 3 AND 4 OF TETERSBURG 2.  THE AZIMUTH MARK OF
 LB2476'THE ORIGINAL STATION WAS USED AS THE AZIMUTH MARK OF THE NEW
 LB2476'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0519 ***********************************************************************
 LB0519  DESIGNATION -  TETERSBURG 2
 LB0519  PID         -  LB0519
 LB0519  STATE/COUNTY-  IN/TIPTON
 LB0519  COUNTRY     -  US
 LB0519  USGS QUAD   -  KEMPTON (2019)
 LB0519
 LB0519                         *CURRENT SURVEY CONTROL
 LB0519  ______________________________________________________________________
 LB0519* NAD 83(1997) POSITION- 40 16 33.31292(N) 086 07 38.57939(W)   NO CHECK
 LB0519* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 LB0519  ______________________________________________________________________
 LB0519  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB0519  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 LB0519  HORZ ORDER      -  THIRD
 LB0519
 LB0519.The horizontal coordinates were established by classical geodetic methods
 LB0519.and adjusted by the National Geodetic Survey in May 1999.
 LB0519
 LB0519.No horizontal observational check was made to the station.
 LB0519
 LB0519.The orthometric height was scaled from a topographic map.
 LB0519
 LB0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0519.GEOID18 height accuracy estimate available here.
 LB0519
 LB0519.Click photographs - Photos may exist for this station.
 LB0519
 LB0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0519
 LB0519. The following values were computed from the NAD 83(1997) position.
 LB0519
 LB0519;                    North         East     Units Scale Factor Converg.
 LB0519;SPC IN E     -   558,255.893    60,817.686   MT  0.99998556   -0 17 52.2
 LB0519;SPC IN E     - 1,831,544.54    199,532.69   sFT  0.99998556   -0 17 52.2
 LB0519;UTM  16      - 4,458,747.624   574,186.118   MT  0.99966775   +0 33 50.9
 LB0519
 LB0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0519!SPC IN E     -   0.99996258  x   0.99998556  =   0.99994814
 LB0519!UTM  16      -   0.99996258  x   0.99966775  =   0.99963035
 LB0519
 LB0519:                Primary Azimuth Mark                     Grid Az
 LB0519:SPC IN E     -  TETERSBURG AZ MK                         257 40 32.6
 LB0519:UTM  16      -  TETERSBURG AZ MK                         256 48 49.5
 LB0519
 LB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7418658747(NAD 83)
 LB0519
 LB0519|---------------------------------------------------------------------|
 LB0519| PID    Reference Object                     Distance      Geod. Az  |
 LB0519|                                                           dddmmss.s |
 LB0519| LB0518 TETERSBURG 2 RM 4                    25.229 METERS 00012     |
 LB0519| LB2476 TETERSBURG                           31.141 METERS 15509     |
 LB0519| LB0517 TETERSBURG 2 RM 3                    28.101 METERS 18121     |
 LB0519| CD1313 TETERSBURG AZ MK                                   2572240.4 |
 LB0519|---------------------------------------------------------------------|
 LB0519
 LB0519                          SUPERSEDED SURVEY CONTROL
 LB0519
 LB0519  NAD 83(1986)-  40 16 33.31726(N)    086 07 38.59291(W) AD(       ) 3
 LB0519  NAD 27      -  40 16 33.18380(N)    086 07 38.62200(W) AD(       ) 3
 LB0519
 LB0519.Superseded values are not recommended for survey control.
 LB0519
 LB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0519.See file dsdata.pdf to determine how the superseded data were derived.
 LB0519
 LB0519_MARKER: DS = TRIANGULATION STATION DISK
 LB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0519_STAMPING: TETERSBURG 2 1960
 LB0519_MARK LOGO: CGS
 LB0519_PROJECTION: FLUSH
 LB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0519+STABILITY: SURFACE MOTION
 LB0519
 LB0519  HISTORY     - Date     Condition        Report By
 LB0519  HISTORY     - 1960     MONUMENTED       CGS
 LB0519  HISTORY     - 1960     GOOD             CGS
 LB0519  HISTORY     - 1968     GOOD             CGS
 LB0519
 LB0519                          STATION DESCRIPTION
 LB0519
 LB0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 LB0519'ABOUT 5 MILES W ALONG NO. 28 INDIANA HIGHWAY FROM THE COURTHOUSE IN
 LB0519'TIPTON, ABOUT A MILE E OF TETERSBURG, IN THE NW ANGLE OF THE
 LB0519'INTERSECTION OF SAID AND NO. 31 U. S. HIGHWAY, 207 FEET N OF CENTER
 LB0519'LINE OF THE FIRST, 57 FEET W OF CENTER LINE OF THE WLY PAIR OF
 LB0519'LANES (THE S-BOUND) OF THE SECOND, ON THE CREST OF A SMALL RIDGE,
 LB0519'2.4 FEET N OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.  THE
 LB0519'DISKS ARE BOTH STAMPED TETERSBURG 2 1960.
 LB0519'
 LB0519'REFERENCE MARK TETERSBURG 2 NO 3 1960 IS 115 FEET N OF CENTER LINE OF
 LB0519'THE STATE HIGHWAY, 59 FEET W OF CENTER LINE OF S-BOUND LANES OF THE
 LB0519'OTHER, AND FLUSH WITH GROUND.
 LB0519'
 LB0519'REFERENCE MARK STAMPED TETERSBURG 2 NO 4 1960 IS 290 FEET N AND 57
 LB0519'FEET W RESPECTIVELY OF THE SAID CENTER LINES AND FLUSH WITH GROUND.
 LB0519'
 LB0519'AZIMUTH MARK STAMPED TETERSBURG 1954 IS W S 77 DEG 22 MIN W.
 LB0519'FROM THE STATION, 199 FEET E OF CENTER LINE OF A DRIVEWAY, 166
 LB0519'FEET E OF A FENCE CORNER, 28.5 FEET S OF CENTER LINE OF THE STATE
 LB0519'HIGHWAY, AND 2.6 FEET W OF A STEEL WITNESS POST.
 LB0519'
 LB0519'ELEVATIONS--STATION--897.941.  RM 3--893.177.  RM 4 895.560.  ALL IN
 LB0519'FEET.
 LB0519
 LB0519                          STATION RECOVERY (1960)
 LB0519
 LB0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LB0519'1.2 MI E FROM TETERSBURG.
 LB0519'ABOUT 1.2 MILES E OF TETERSBURG, IN THE NW ANGLE OF THE CROSS
 LB0519'INTERSECTION OF NO. 28 INDIANA HIGHWAY AND NO. 31 U.S. HIGHWAY,
 LB0519'207 FEET N OF CENTER LINE OF THE FORMER, 57 FEET W OF CENTER
 LB0519'LINE OF THE SOUTHBOUND LANES OF THE LATTER, 2.4 FEET N OF STEEL
 LB0519'WITNESS POST, ON THE CREST OF A SMALL RIDGE, AND FLUSH WITH THE
 LB0519'GROUND.
 LB0519
 LB0519                          STATION RECOVERY (1968)
 LB0519
 LB0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB0519'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED ABOUT AS
 LB0519'DESCRIBED IN 1960 AND FOUND IN GOOD CONDITION.  THE FOLLOWING NOTES
 LB0519'WILL AID IN FUTURE RECOVERY--
 LB0519'
 LB0519'THE STATION MARK IS AS DESCRIBED AND 1 FOOT EAST OF A FENCE.
 LB0519'
 LB0519'REFERENCE MARK 3 IS AS DESCRIBED AND 3.5 FEET SOUTH OF AN ANGLE FENCE
 LB0519'CORNER, 3.5 FEET SOUTH-SOUTHWEST OF A WHITE CONCRETE POST, 1 FOOT
 LB0519'SOUTHEAST OF A FENCE AND 3 INCHES BELOW THE GROUND SURFACE.
 LB0519'
 LB0519'REFERENCE MARK 4 IS AS DESCRIBED AND 1.5 FEET EAST OF A FENCE.
 LB0519'
 LB0519'THE AZIMUTH MARK IS AS DESCRIBED AND 0.2 MILE WEST OF THE JUNCTION OF
 LB0519'STATE HIGHWAYS 28 AND 31.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0516 ***********************************************************************
 LB0516  DESIGNATION -  TETERSBURG 2 RESET 1960
 LB0516  PID         -  LB0516
 LB0516  STATE/COUNTY-  IN/TIPTON
 LB0516  COUNTRY     -  US
 LB0516  USGS QUAD   -  KEMPTON (2019)
 LB0516
 LB0516                         *CURRENT SURVEY CONTROL
 LB0516  ______________________________________________________________________
 LB0516* NAD 83(1986) POSITION- 40 16 33.31   (N) 086 07 38.58   (W)   HD_HELD1
 LB0516* NAVD 88 ORTHO HEIGHT -   273.58  (meters)      897.6   (feet) RESET
 LB0516  ______________________________________________________________________
 LB0516  GEOID HEIGHT    -        -34.362 (meters)                     GEOID18
 LB0516  VERT ORDER      -  THIRD
 LB0516
 LB0516.The horizontal coordinates were determined by differentially corrected
 LB0516.hand held GPS observations or other comparable positioning techniques
 LB0516.and have an estimated accuracy of +/- 3 meters.
 LB0516
 LB0516.The orthometric height was computed from unverified reset data.
 LB0516
 LB0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0516.GEOID18 height accuracy estimate available here.
 LB0516
 LB0516.Click photographs - Photos may exist for this station.
 LB0516
 LB0516;                    North         East    Units  Estimated Accuracy
 LB0516;SPC IN E     -   558,255.8      60,817.7     MT  (+/- 3 meters HH1 GPS) 
 LB0516
 LB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7418658747(NAD 83)
 LB0516
 LB0516                          SUPERSEDED SURVEY CONTROL
 LB0516
 LB0516.No superseded survey control is available for this station.
 LB0516
 LB0516_MARKER: DS = TRIANGULATION STATION DISK
 LB0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0516_STAMPING: TETERSBURG 2 1960
 LB0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0516+STABILITY: SURFACE MOTION
 LB0516
 LB0516  HISTORY     - Date     Condition        Report By
 LB0516  HISTORY     - 1960     MONUMENTED       CGS
 LB0516
 LB0516                          STATION DESCRIPTION
 LB0516
 LB0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LB0516'1.2 MI E FROM TETERSBURG.
 LB0516'ABOUT 1.25 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0516'AT TETERSBURG, 50 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 LB0516'LANES OF U.S. HIGHWAY 31, 206 FEET NORTH OF THE CENTERLINE OF
 LB0516'STATE ROAD 28, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1815 ***********************************************************************
 JA1815  DESIGNATION -  THEIS
 JA1815  PID         -  JA1815
 JA1815  STATE/COUNTY-  IN/PERRY
 JA1815  COUNTRY     -  US
 JA1815  USGS QUAD   -  GATCHEL (2019)
 JA1815
 JA1815                         *CURRENT SURVEY CONTROL
 JA1815  ______________________________________________________________________
 JA1815* NAD 83(1997) POSITION- 38 03 38.16110(N) 086 42 26.32358(W)   ADJUSTED
 JA1815* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 JA1815  ______________________________________________________________________
 JA1815  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 JA1815  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 JA1815  HORZ ORDER      -  SECOND
 JA1815
 JA1815.The horizontal coordinates were established by classical geodetic methods
 JA1815.and adjusted by the National Geodetic Survey in May 1999.
 JA1815
 JA1815.The orthometric height was scaled from a topographic map.
 JA1815
 JA1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1815.GEOID18 height accuracy estimate available here.
 JA1815
 JA1815.Click photographs - Photos may exist for this station.
 JA1815
 JA1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1815
 JA1815. The following values were computed from the NAD 83(1997) position.
 JA1815
 JA1815;                    North         East     Units Scale Factor Converg.
 JA1815;SPC IN W     -   312,287.013   932,998.631   MT  0.99998007   +0 13 54.5
 JA1815;SPC IN W     - 1,024,561.64  3,061,013.01   sFT  0.99998007   +0 13 54.5
 JA1815;UTM  16      - 4,212,579.215   525,676.081   MT  0.99960812   +0 10 49.6
 JA1815
 JA1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1815!SPC IN W     -   0.99997653  x   0.99998007  =   0.99995660
 JA1815!UTM  16      -   0.99997653  x   0.99960812  =   0.99958465
 JA1815
 JA1815:                Primary Azimuth Mark                     Grid Az
 JA1815:SPC IN W     -  THEIS AZ MK                              213 28 49.4
 JA1815:UTM  16      -  THEIS AZ MK                              213 31 54.3
 JA1815
 JA1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2567612579(NAD 83)
 JA1815
 JA1815|---------------------------------------------------------------------|
 JA1815| PID    Reference Object                     Distance      Geod. Az  |
 JA1815|                                                           dddmmss.s |
 JA1815| CG9275 THEIS RM 2                           35.585 METERS 00909     |
 JA1815| JA1822 BRISTOW ST JOHNS CATH CH SPIRE      APPROX. 8.1 KM 0121249.8 |
 JA1815| JA1812 ST JOSEPHS CATH CH SPIRE            APPROX. 3.3 KM 0310459.9 |
 JA1815| JA1814 ST MARCUS CATH CHURCH SPIRE         APPROX. 4.4 KM 1813821.8 |
 JA1815| CG9273 THEIS AZ MK                                        2134243.9 |
 JA1815| CG9274 THEIS RM 1                           33.333 METERS 24914     |
 JA1815|---------------------------------------------------------------------|
 JA1815
 JA1815                          SUPERSEDED SURVEY CONTROL
 JA1815
 JA1815  NAD 83(1993)-  38 03 38.16254(N)    086 42 26.32424(W) AD(       ) 2
 JA1815  NAD 83(1986)-  38 03 38.16819(N)    086 42 26.32726(W) AD(       ) 2
 JA1815  NAD 27      -  38 03 37.95600(N)    086 42 26.37700(W) AD(       ) 2
 JA1815
 JA1815.Superseded values are not recommended for survey control.
 JA1815
 JA1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1815.See file dsdata.pdf to determine how the superseded data were derived.
 JA1815
 JA1815_MARKER: DS = TRIANGULATION STATION DISK
 JA1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1815_STAMPING: THEIS 1946
 JA1815_MARK LOGO: CGS
 JA1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1815+STABILITY: SURFACE MOTION
 JA1815
 JA1815  HISTORY     - Date     Condition        Report By
 JA1815  HISTORY     - 1946     MONUMENTED       CGS
 JA1815  HISTORY     - 20130730 GOOD             GEOCAC
 JA1815
 JA1815                          STATION DESCRIPTION
 JA1815
 JA1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1815'THIS STATION IS 6.1 MILES SOUTH OF THE POST OFFICE IN BRISTOW, AT THE
 JA1815'TOP OF A HILL AND OPPOSITE A FARMHOUSE AND BARN TENANTED BY F THEIS.
 JA1815'THE MARK IS 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 145, 80
 JA1815'FEET NORTHEAST OF A BARNYARD GATE AND 11 FEET EAST OF A WHITE WITNESS
 JA1815'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED IS STAMPED
 JA1815'THEIS 1946.
 JA1815'
 JA1815'REFERENCE MARK NO 1 IS 109.36 FEET SOUTHWEST OF THE STATION, 35 FEET
 JA1815'SOUTH OF THE BARNYARD GATE AND 19 FEET WEST OF THE CENTERLINE OF THE
 JA1815'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED THEIS NO
 JA1815'1 1946.
 JA1815'
 JA1815'REFERENCE MARK NO 2 IS 116.75 FEET NORTH OF THE STATION, 21 FEET WEST
 JA1815'OF THE CENTERLINE OF THE HIGHWAY AND 6 FEET EAST OF THE SOUTHERN
 JA1815'DRIVEWAY TO THE FARMHOUSE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1815'STAMPED THEIS NO 2 1946.
 JA1815'
 JA1815'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 19 FEET WEST OF THE
 JA1815'CENTERLINE OF STATE HIGHWAY 145, 90 FEET SOUTHWEST OF THE FRONT GATE
 JA1815'OF A HOUSE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 JA1815'PROJECTS 4 INCHES AND THE DISK IS STAMPED THEIS 1946.
 JA1815'
 JA1815'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 JA1815
 JA1815                          STATION RECOVERY (2013)
 JA1815
 JA1815'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1914 ***********************************************************************
 KA1914  DESIGNATION -  THOAMAN
 KA1914  PID         -  KA1914
 KA1914  STATE/COUNTY-  IN/MARION
 KA1914  COUNTRY     -  US
 KA1914  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1914
 KA1914                         *CURRENT SURVEY CONTROL
 KA1914  ______________________________________________________________________
 KA1914* NAD 83(1997) POSITION- 39 47 00.75830(N) 086 04 59.61917(W)   ADJUSTED
 KA1914* NAVD 88 ORTHO HEIGHT -   247.51  (+/-2cm)      812.0   (feet) VERTCON3
 KA1914  ______________________________________________________________________
 KA1914  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 KA1914  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 KA1914  HORZ ORDER      -  SECOND
 KA1914  VERT ORDER      -  THIRD ? (See Below)
 KA1914
 KA1914.The horizontal coordinates were established by classical geodetic methods
 KA1914.and adjusted by the National Geodetic Survey in May 1999.
 KA1914
 KA1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1914
 KA1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1914.GEOID18 height accuracy estimate available here.
 KA1914
 KA1914.The vertical order pertains to the NGVD 29 superseded value.
 KA1914
 KA1914.Click photographs - Photos may exist for this station.
 KA1914
 KA1914.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1914
 KA1914. The following values were computed from the NAD 83(1997) position.
 KA1914
 KA1914;                    North         East     Units Scale Factor Converg.
 KA1914;SPC IN E     -   503,567.775    64,317.328   MT  0.99998234   -0 15 59.6
 KA1914;SPC IN E     - 1,652,121.94    211,014.43   sFT  0.99998234   -0 15 59.6
 KA1914;UTM  16      - 4,404,135.066   578,502.567   MT  0.99967587   +0 35 12.0
 KA1914
 KA1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1914!SPC IN E     -   0.99996645  x   0.99998234  =   0.99994879
 KA1914!UTM  16      -   0.99996645  x   0.99967587  =   0.99964233
 KA1914
 KA1914:                Primary Azimuth Mark                     Grid Az
 KA1914:SPC IN E     -  SUBWAY                                   179 43 14.1
 KA1914:UTM  16      -  SUBWAY                                   178 52 02.5
 KA1914
 KA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7850204135(NAD 83)
 KA1914
 KA1914|---------------------------------------------------------------------|
 KA1914| PID    Reference Object                     Distance      Geod. Az  |
 KA1914|                                                           dddmmss.s |
 KA1914| KA1916 SUBWAY                              APPROX. 2.7 KM 1792714.5 |
 KA1914| CD1316 THOAMAN RM                           10.960 METERS 27857     |
 KA1914|---------------------------------------------------------------------|
 KA1914
 KA1914                          SUPERSEDED SURVEY CONTROL
 KA1914
 KA1914  NAD 83(1986)-  39 47 00.76085(N)    086 04 59.64590(W) AD(       ) 2
 KA1914  NAD 27      -  39 47 00.60300(N)    086 04 59.69000(W) AD(       ) 2
 KA1914  USSD        -  39 47 00.66300(N)    086 04 59.46500(W) AD(       ) 3
 KA1914  NGVD 29             247.64   (m)          812.5    (f) LEVELING    3  
 KA1914
 KA1914.Superseded values are not recommended for survey control.
 KA1914
 KA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1914.See file dsdata.pdf to determine how the superseded data were derived.
 KA1914
 KA1914_MARKER: DS = TRIANGULATION STATION DISK
 KA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1914_STAMPING: THOAMAN 1920
 KA1914_MARK LOGO: CGS
 KA1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1914+STABILITY: SURFACE MOTION
 KA1914
 KA1914  HISTORY     - Date     Condition        Report By
 KA1914  HISTORY     - 1920     MONUMENTED       CGS
 KA1914  HISTORY     - 1935     GOOD             CGS
 KA1914  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1914  HISTORY     - 1961     MARK NOT FOUND   THOMAS
 KA1914  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1914  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA1914
 KA1914                          STATION DESCRIPTION
 KA1914
 KA1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1914'ABOUT 330 YARDS N OF TENTH STREET, ON THE E SIDE OF NORTH EMERSON
 KA1914'AVENUE, 0.610 METER, 2.0 FEET, INSIDE THE E EDGE OF THE CONCRETE
 KA1914'PAVING, AND 15 METERS, 50 FEET,N OF THE PROLONGATION OF THE LINE OF
 KA1914'THE N SIDE OF N.D. BROENHOFS HOUSE, WHICH IS ON THE E SIDE OF THE
 KA1914'ROAD. THE STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN
 KA1914'THE CONCRETE ROAD.  THE REFERENCE MARK IS A BRONZE TABLET SET IN
 KA1914'CONCRETE. THE REFERENCE MARK IS ON THE W
 KA1914'SIDE OF THE STREET IN THE CORNER OF A GARDEN, 10.96 METERS, 35.96
 KA1914'FEET, FROM THE STATION N 81 DEG 04 MIN W.
 KA1914
 KA1914                          STATION RECOVERY (1935)
 KA1914
 KA1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1914'THE STATION MARK FOUND IN GOOD CONDITION. THE REFERENCE MARK WAS
 KA1914'DESTROYED BY THE OPENING OF 12TH ST. FROM EMERSON AVENUE W. THE
 KA1914'STATION IS AT THE INTERSECTION OF 12TH ST. AND NORTH EMERSON AVE,
 KA1914'VISIBLE FROM CAR WHEN DRIVING ON EMERSON AVE.
 KA1914
 KA1914                          STATION RECOVERY (1959)
 KA1914
 KA1914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1914'STATION PROBABLY COVERED BY ASPHALT.
 KA1914
 KA1914                          STATION RECOVERY (1961)
 KA1914
 KA1914'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 KA1914'THOAMAN 1920 NOT FOUND.
 KA1914'
 KA1914'EMERSON AVENUE WAS WIDENED, CURBED AND PAVED WITH BITUMINOUS MATERIAL
 KA1914'ABOUT 1951.  THE EAST EDGE OF THE OLD PAVEMENT (WHICH WAS
 KA1914'APPARENTLY LEFT IN PLACE AS A BASE) IS EVIDENCED BY A CRACK IN THE
 KA1914'PRESENT WEARING SURFACE.  THE DISC IS VERY PROBABLY COVERED BY THE
 KA1914'BITUMINOUS MATERIAL OF THE PRESENT PAVEMENT.
 KA1914
 KA1914                          STATION RECOVERY (1975)
 KA1914
 KA1914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1914'STATION AND REFERENCE NOT RECOVERED.
 KA1914'
 KA1914'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SIDE OF
 KA1914'INDIANAPOLIS.
 KA1914
 KA1914                          STATION RECOVERY (1995)
 KA1914
 KA1914'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1914'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0493 ***********************************************************************
 MD0493  DESIGNATION -  THURMAN
 MD0493  PID         -  MD0493
 MD0493  STATE/COUNTY-  IN/ALLEN
 MD0493  COUNTRY     -  US
 MD0493  USGS QUAD   -  GRABILL (2019)
 MD0493
 MD0493                         *CURRENT SURVEY CONTROL
 MD0493  ______________________________________________________________________
 MD0493* NAD 83(1997) POSITION- 41 09 12.75148(N) 084 59 39.32372(W)   ADJUSTED
 MD0493* NAVD 88 ORTHO HEIGHT -   244.550 (meters)      802.33  (feet) ADJUSTED
 MD0493  ______________________________________________________________________
 MD0493  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 MD0493  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MD0493  DYNAMIC HEIGHT  -        244.452 (meters)      802.01  (feet) COMP
 MD0493  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 MD0493
 MD0493  HORZ ORDER      -  SECOND
 MD0493  VERT ORDER      -  SECOND    CLASS 0
 MD0493
 MD0493.The horizontal coordinates were established by classical geodetic methods
 MD0493.and adjusted by the National Geodetic Survey in May 1999.
 MD0493
 MD0493.The orthometric height was determined by differential leveling and
 MD0493.adjusted by the NATIONAL GEODETIC SURVEY
 MD0493.in June 1991.
 MD0493
 MD0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0493.GEOID18 height accuracy estimate available here.
 MD0493
 MD0493.Click photographs - Photos may exist for this station.
 MD0493
 MD0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0493
 MD0493.The dynamic height is computed by dividing the NAVD 88
 MD0493.geopotential number by the normal gravity value computed on the
 MD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0493.degrees latitude (g = 980.6199 gals.).
 MD0493
 MD0493.The modeled gravity was interpolated from observed gravity values.
 MD0493
 MD0493. The following values were computed from the NAD 83(1997) position.
 MD0493
 MD0493;                    North         East     Units Scale Factor Converg.
 MD0493;SPC IN E     -   655,827.254   156,440.152   MT  1.00000586   +0 26 33.0
 MD0493;SPC IN E     - 2,151,659.92    513,254.07   sFT  1.00000586   +0 26 33.0
 MD0493;UTM  16      - 4,557,740.913   668,298.698   MT  0.99994861   +1 19 12.9
 MD0493
 MD0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0493!SPC IN E     -   0.99996683  x   1.00000586  =   0.99997269
 MD0493!UTM  16      -   0.99996683  x   0.99994861  =   0.99991545
 MD0493
 MD0493:                Primary Azimuth Mark                     Grid Az
 MD0493:SPC IN E     -  THURMAN AZ MK                            178 12 05.3
 MD0493:UTM  16      -  THURMAN AZ MK                            177 19 25.4
 MD0493
 MD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6829857740(NAD 83)
 MD0493
 MD0493|---------------------------------------------------------------------|
 MD0493| PID    Reference Object                     Distance      Geod. Az  |
 MD0493|                                                           dddmmss.s |
 MD0493| MD0491 F 200                                 7.760 METERS 04238     |
 MD0493| MD0492 THURMAN AZ MK                                      1783838.3 |
 MD0493| MD0495 THURMAN RM 1                         27.560 METERS 18329     |
 MD0493| MD0494 THURMAN RM 2                         26.978 METERS 25518     |
 MD0493|---------------------------------------------------------------------|
 MD0493
 MD0493                          SUPERSEDED SURVEY CONTROL
 MD0493
 MD0493  NAD 83(1995)-  41 09 12.75159(N)    084 59 39.32591(W) AD(       ) 2
 MD0493  NAD 83(1986)-  41 09 12.75301(N)    084 59 39.33869(W) AD(       ) 2
 MD0493  NAD 27      -  41 09 12.57540(N)    084 59 39.45620(W) AD(       ) 2
 MD0493  NGVD 29 (??/??/92)  244.705  (m)          802.84   (f) ADJ UNCH    2 0
 MD0493  NGVD 29             244.81   (m)          803.2    (f) LEVELING    3  
 MD0493
 MD0493.Superseded values are not recommended for survey control.
 MD0493
 MD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0493.See file dsdata.pdf to determine how the superseded data were derived.
 MD0493
 MD0493_MARKER: DS = TRIANGULATION STATION DISK
 MD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0493_STAMPING: THURMAN 1947
 MD0493_MARK LOGO: CGS
 MD0493_PROJECTION: FLUSH
 MD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0493+STABILITY: SURFACE MOTION
 MD0493
 MD0493  HISTORY     - Date     Condition        Report By
 MD0493  HISTORY     - 1947     MONUMENTED       CGS
 MD0493  HISTORY     - 1960     GOOD             CGS
 MD0493  HISTORY     - 1963     GOOD             CGS
 MD0493  HISTORY     - 1984     GOOD             NGS
 MD0493
 MD0493                          STATION DESCRIPTION
 MD0493
 MD0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0493'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HARLAN AND ABOUT 0.7
 MD0493'MILE NORTH OF STATE HIGHWAY 37 AND ON PROPERTY OWNED BY WAYNE TURLOCK.
 MD0493'IT IS 29 FEET NORTH OF THE CENTER OF THE ROAD, 24 FEET NORTHEAST OF A
 MD0493'WHITE WITNESS POST AND 23 FEET NORTHEAST OF POWER POLE NO. 66-498.
 MD0493'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED--THURMAN
 MD0493'1947--.
 MD0493'
 MD0493'REFERENCE MARK NO. 1 IS 90.42 FEET SOUTH OF THE STATION.  IT IS 71
 MD0493'FEET SOUTH OF THE POWER POLE AND 16 FEET WEST OF THE CENTER OF THE
 MD0493'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD0493'STAMPE--THURMAN NO 1 1947--.
 MD0493'
 MD0493'REFERENCE MARK NO. 2 IS 88.51 FEET SOUTHWEST OF THE STATION.  IT IS
 MD0493'72.5 FEET WEST OF THE POWER POLE AND 10 FEET NORTH OF THE CENTER OF
 MD0493'THE ROAD.  THE MARK PROJECTS AOUT 4 INCHES AND THE DISK IS
 MD0493'STAMPED--THURMAN NO 2 1947--.
 MD0493'
 MD0493'F 200 (USC AND GS) BM IS 25.46 FEET SOUTHWEST OF THE STATION.  IT IS
 MD0493'12 FEET NORTH OF THE CENTER OF THE ROAD, 5 FEET WEST OF THE POWER POLE
 MD0493'AND 2 FEET WEST OF A WHITE WITNESS POST.
 MD0493'
 MD0493'THE MARK IS A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES
 MD0493'WITH A STANDARD U.S.C. AND G.S BENCH MARK DISK STAMPED--F 200 1946--.
 MD0493'
 MD0493'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON THE NORTH EDGE OF THE
 MD0493'SIDEWALK LEADING TO MR. TURLOCKS HOME.  IT IS 45 FEET WEST OF THE
 MD0493'CENTER OF THE ROAD, 34.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 MD0493'HOUSE AND 28.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 MD0493'THE MARK IS FLUSH WITH THE SIDEWALK AND THE DISK IS STAMPED--THURMAN
 MD0493'1947--.
 MD0493'
 MD0493'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HARLAN GO SOUTHWEST
 MD0493'ON STATE HIGHWAY 37 FOR 5.1 MILES TO THE WABASH R.R. CROSSING,
 MD0493'CONTINUE SOUTHWEST 0.1 MILE TO A REVERSE FORK ROAD RIGHT, TURN SHARP
 MD0493'RIGHT AND GO 0.15 MILE TO MR. TURLOCKS HOUSE ON THE LEFT AND THE
 MD0493'AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH 0.5 MILE TO THE END F THE
 MD0493'ROAD AND STATION AS DESCRIBED.
 MD0493'
 MD0493'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0493
 MD0493                          STATION RECOVERY (1960)
 MD0493
 MD0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0493'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0493'DESCRIBED.  ABOUT 5.3 MILES SW ALONG NO. 37 INDIANA HIGHWAY FROM THE
 MD0493'CROSSROADS IN CENTER OF THE TOWN OF HARLAN TO A ROAD Y-INTERSECTION
 MD0493'THAT IS 0.1 MILE SW OF OBLIQUE RAILROAD CROSSING, THENCE N FOR 0.65
 MD0493'MILE ALONG BLACK ROAD TO LEFT TURN AND THE STATION, 28 FEET N OF
 MD0493'PROJECTED CENTER LINE OF EARTH ROAD FROM W, 19 FEET NW OF NO.  71718
 MD0493'POWER POLE, 5 FEET W OF PROJECTED CENTER LINE OF BLACK ROAD, DISKS
 MD0493'STAMPED THURMAN 1947 (STATION IS ABOUT 2-1/2 MILES N AND 1/2 MILE E OF
 MD0493'TOWN OF THURMAN) ARE SET IN 1A AND 7A MARKS, THE UPPER ONE FLUSH.
 MD0493'
 MD0493'REFERENCE STAMPED THURMAN NO 1 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD0493'90.49 FEET OR 27.581 METERS S IN AZIMUTH 3 DEG 27 MIN FROM STATION, 63
 MD0493'FEET S OF PROJECTED CENTER LINE OF ROAD FROM W, 14 FEET W OF CENTER
 MD0493'LINE OF BLACK ROAD, AND 1.7 FEET N OF STEEL WITNESS POST.
 MD0493'
 MD0493'REFERENCE STAMPED THURMAN NO 2 1947, NOTE 11A, FLUSH, IS 88.54 FEET OR
 MD0493'26.987 METERS WSW IN AZIMUTH 75 DEG 15 MIN FROM STATION, 92 FEET W OF
 MD0493'CENTER LINE OF BLACK ROAD, 8 FEET N OF CENTER LINE OF OTHER ROAD, AND
 MD0493'0.8 FOOT LOWER THAN SAME.
 MD0493'
 MD0493'BENCH MARK STAMPED F 200 1946, PROJECTS 0.3 FOOT, IS 25.46 FEET OR
 MD0493'7.760 METERS SW IN AZIMUTH 42 DEG 38 MIN FROM THE STATION.
 MD0493'
 MD0493'AZIMUTH STAMPED THURMAN 1947, NOTE 16A, IS 0.5 MILE S OF THE STATION,
 MD0493'44 FEET W OF CENTER LINE OF BLACK ROAD, 35-1/2 FEET NE OF SW CORNER OF
 MD0493'HOUSE, 0.5 FOOT N OF N EDGE OF CONCRETE WALKWAY, LEVEL WITH SAME, 28.5
 MD0493'FEET SE OF NE CORNER OF HOUSE, MR. WAYNE TURLOCK OR TRULOCK AS HE
 MD0493'SPELLS IT DOES NOT OWN THE LAND NOW.
 MD0493
 MD0493                          STATION RECOVERY (1963)
 MD0493
 MD0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0493'4.9 MI SW FROM HARLAN.
 MD0493'LOCATED 4.9 MILES SOUTHWEST OF THE HIGH SCHOOL IN HARLAN ALONG
 MD0493'BLACK ROAD, TO REACH MARK FROM HIGH SCHOOL IN HARLAN, DRIVE 5.1
 MD0493'MILES SOUTHWEST ON INDIANA STATE HIGHWAY 37 TO BLACK ROAD (0.15
 MD0493'MILE SOUTHWEST OF THE CROSSING OF THE WABASH RAILROAD), TURN
 MD0493'RIGHT AND GO 0.7 MILE NORTH TO MARK ON BLACK ROAD.  IT IS 25.0
 MD0493'FEET NORTH OF THE END OF BLACK ROAD, 23.0 FEET NORTHEAST OF POWER
 MD0493'POLE 66/498 AND 21.8 FEET NORTHEAST OF BENCH MARK F 200.  A
 MD0493'STANDARD TRIANGULATION DISK STAMPED THURMAN 1947, SET IN TOP
 MD0493'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH AN 8
 MD0493'FOOT ROUND CAMERA TARGET.
 MD0493
 MD0493                          STATION RECOVERY (1984)
 MD0493
 MD0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0492 ***********************************************************************
 MD0492  DESIGNATION -  THURMAN AZ MK
 MD0492  PID         -  MD0492
 MD0492  STATE/COUNTY-  IN/ALLEN
 MD0492  COUNTRY     -  US
 MD0492  USGS QUAD   -  GRABILL (2019)
 MD0492
 MD0492                         *CURRENT SURVEY CONTROL
 MD0492  ______________________________________________________________________
 MD0492* NAD 83(1986) POSITION- 41 08 46.     (N) 084 59 38.     (W)   SCALED
 MD0492* NAVD 88 ORTHO HEIGHT -   239.316 (meters)      785.16  (feet) ADJUSTED
 MD0492  ______________________________________________________________________
 MD0492  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 MD0492  DYNAMIC HEIGHT  -        239.220 (meters)      784.84  (feet) COMP
 MD0492  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 MD0492
 MD0492  VERT ORDER      -  SECOND    CLASS 0
 MD0492
 MD0492.The horizontal coordinates were scaled from a map and have
 MD0492.an estimated accuracy of +/- 6 seconds.
 MD0492
 MD0492.The orthometric height was determined by differential leveling and
 MD0492.adjusted by the NATIONAL GEODETIC SURVEY
 MD0492.in June 1991.
 MD0492
 MD0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0492.GEOID18 height accuracy estimate available here.
 MD0492
 MD0492.Click photographs - Photos may exist for this station.
 MD0492
 MD0492.The dynamic height is computed by dividing the NAVD 88
 MD0492.geopotential number by the normal gravity value computed on the
 MD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0492.degrees latitude (g = 980.6199 gals.).
 MD0492
 MD0492.The modeled gravity was interpolated from observed gravity values.
 MD0492
 MD0492;                    North         East    Units  Estimated Accuracy
 MD0492;SPC IN E     -   655,000.      156,480.      MT  (+/- 180 meters Scaled)
 MD0492
 MD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL683569(NAD 83)
 MD0492
 MD0492                          SUPERSEDED SURVEY CONTROL
 MD0492
 MD0492  NGVD 29 (??/??/92)  239.473  (m)          785.67   (f) ADJ UNCH    2 0
 MD0492
 MD0492.Superseded values are not recommended for survey control.
 MD0492
 MD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0492.See file dsdata.pdf to determine how the superseded data were derived.
 MD0492
 MD0492_MARKER: DZ = AZIMUTH MARK DISK
 MD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0492_SP_SET: SIDEWALK
 MD0492_STAMPING: THURMAN 1947
 MD0492_MARK LOGO: CGS
 MD0492_PROJECTION: RECESSED 5 CENTIMETERS
 MD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0492+STABILITY: SURFACE MOTION
 MD0492
 MD0492  HISTORY     - Date     Condition        Report By
 MD0492  HISTORY     - 1947     MONUMENTED       CGS
 MD0492  HISTORY     - 1963     GOOD             CGS
 MD0492  HISTORY     - 1984     GOOD             NGS
 MD0492
 MD0492                          STATION DESCRIPTION
 MD0492
 MD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0492'5 MI SW FROM HARLAN.
 MD0492'LOCATED 5.0 MILES SOUTHWEST OF THE HIGH SCHOOL IN HARLAN ALONG
 MD0492'BLACK ROAD.  TO REACH MARK FROM THE HIGH SCHOOL IN HARLAN,
 MD0492'DRIVE 5.1 MILES SOUTHWEST ON INDIANA STATE HIGHWAY 37 TO
 MD0492'BLACK ROAD (0.15 MILE SOUTHWEST OF THE CROSSING OF THE WABASH
 MD0492'RAILROAD), TURN RIGHT AND GO 0.15 MILE NORTH ON BLACK ROAD TO MARK
 MD0492'ON LEFT.  IT IS 45.0 FEET WEST OF THE CENTERLINE OF BLACK ROAD,
 MD0492'34.5 FEET NORTHEAST OF THE HOUSE AND 28.5 FEET SOUTHEAST OF THE
 MD0492'NORTHEAST CORNER OF THE HOUSE.  A STANDARD AZIMUTH MARK DISK
 MD0492'STAMPED THURMAN 1947, SET IN A DRILL HOLE IN SIDE-WALK.
 MD0492
 MD0492                          STATION RECOVERY (1984)
 MD0492
 MD0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MD0492'THE MARK IS NOT SET IN A DRILL HOLE IN SIDEWALK, BUT IN A 12 INCH
 MD0492'SQUARE CONCRETE MONUMENT RECESSED 2 INCHES 6 CM BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1862 ***********************************************************************
 MD1862  DESIGNATION -  TIE
 MD1862  PID         -  MD1862
 MD1862  STATE/COUNTY-  IN/STEUBEN
 MD1862  COUNTRY     -  US
 MD1862  USGS QUAD   -  ANGOLA EAST (2019)
 MD1862
 MD1862                         *CURRENT SURVEY CONTROL
 MD1862  ______________________________________________________________________
 MD1862* NAD 83(1997) POSITION- 41 41 12.49945(N) 084 56 11.80637(W)   ADJUSTED
 MD1862* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 MD1862  ______________________________________________________________________
 MD1862  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 MD1862  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 MD1862  HORZ ORDER      -  THIRD
 MD1862
 MD1862.The horizontal coordinates were established by classical geodetic methods
 MD1862.and adjusted by the National Geodetic Survey in May 1999.
 MD1862
 MD1862.The orthometric height was scaled from a topographic map.
 MD1862
 MD1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1862.GEOID18 height accuracy estimate available here.
 MD1862
 MD1862.Click photographs - Photos may exist for this station.
 MD1862
 MD1862.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1862
 MD1862. The following values were computed from the NAD 83(1997) position.
 MD1862
 MD1862;                    North         East     Units Scale Factor Converg.
 MD1862;SPC IN E     -   715,090.173   160,779.367   MT  1.00001211   +0 29 08.0
 MD1862;SPC IN E     - 2,346,091.68    527,490.31   sFT  1.00001211   +0 29 08.0
 MD1862;SPC MI S     -    20,911.540 3,952,543.190   MT  1.00012337   -0 23 16.3
 MD1862;SPC MI S     -    68,607.41 12,967,661.38   iFT  1.00012337   -0 23 16.3
 MD1862;UTM  16      - 4,617,060.472   671,724.549   MT  0.99996290   +1 22 21.4
 MD1862
 MD1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1862!SPC IN E     -   0.99995335  x   1.00001211  =   0.99996546
 MD1862!SPC MI S     -   0.99995335  x   1.00012337  =   1.00007671
 MD1862!UTM  16      -   0.99995335  x   0.99996290  =   0.99991625
 MD1862
 MD1862:                Primary Azimuth Mark                     Grid Az
 MD1862:SPC IN E     -  TIE AZ MK                                095 08 17.1
 MD1862:SPC MI S     -  TIE AZ MK                                096 00 41.4
 MD1862:UTM  16      -  TIE AZ MK                                094 15 03.7
 MD1862
 MD1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7172417060(NAD 83)
 MD1862
 MD1862|---------------------------------------------------------------------|
 MD1862| PID    Reference Object                     Distance      Geod. Az  |
 MD1862|                                                           dddmmss.s |
 MD1862| MD1858 TT 36 T                              12.185 METERS 00144     |
 MD1862| CE7465 TIE AZ MK                                          0953725.1 |
 MD1862| CE7466 TIE RM 1                             22.524 METERS 13407     |
 MD1862| CF2878 TIE RM 2                             25.847 METERS 19315     |
 MD1862| MD1861 FREMONT MUNICIPAL TANK              APPROX. 4.7 KM 3594110.1 |
 MD1862|---------------------------------------------------------------------|
 MD1862
 MD1862                          SUPERSEDED SURVEY CONTROL
 MD1862
 MD1862  NAD 83(1995)-  41 41 12.49943(N)    084 56 11.80645(W) AD(       ) 3
 MD1862  NAD 83(1994)-  41 41 12.49929(N)    084 56 11.80707(W) AD(       ) 3
 MD1862  NAD 83(1986)-  41 41 12.50044(N)    084 56 11.81917(W) AD(       ) 3
 MD1862  NAD 27      -  41 41 12.31840(N)    084 56 11.95620(W) AD(       ) 3
 MD1862
 MD1862.Superseded values are not recommended for survey control.
 MD1862
 MD1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1862.See file dsdata.pdf to determine how the superseded data were derived.
 MD1862
 MD1862_MARKER: DS = TRIANGULATION STATION DISK
 MD1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1862_STAMPING: TIE 1946
 MD1862_MARK LOGO: CGS
 MD1862_PROJECTION: FLUSH
 MD1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1862+STABILITY: SURFACE MOTION
 MD1862
 MD1862  HISTORY     - Date     Condition        Report By
 MD1862  HISTORY     - 1946     MONUMENTED       CGS
 MD1862  HISTORY     - 1960     GOOD             CGS
 MD1862  HISTORY     - 1969     GOOD             CGS
 MD1862
 MD1862                          STATION DESCRIPTION
 MD1862
 MD1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1862'THE STATION IS LOCATED AT THE INTERSECTION OF A MACADAM ROAD AND A
 MD1862'GRAVEL CROSSROAD, ABOUT 5.8 MILES NORTHEAST OF THE TOWN OF ANGOLA.  IT
 MD1862'IS LOCATED IN THE SOUTHWEST QUADRANGLE FROMED BY THE CROSSROAD, ON THE
 MD1862'PROPERTY OF WM. DELLAR.  THE STATION IS 29 FEET NORTHEAST OF THE
 MD1862'NORTHEAST CORNER OF AN ABANDONED BRICK SCHOOL, 70 FEET WEST OF THE
 MD1862'CENTERLINE OF THE MACADAM ROAD, AND 60 FEET SOUTH OF THE CENTERLINE OF
 MD1862'A GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1862'STAMPED TIE 1946.
 MD1862'
 MD1862'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION, ON THE
 MD1862'SOUTH SIDE OF A CEMETERY, 200 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 MD1862'ROAD, 1.5 FEET NORTH OF A FENCE-LINE, 5 FEET WEST OF A WITNESS POST
 MD1862'AND 24 FEET WEST OF A 24 INCH BIRCH TREE.  THE MARK PROJECTS 8 INCHES
 MD1862'AND THE DISK IS STAMPED TIE 1946.
 MD1862'
 MD1862'REFERENCE MARK NO. 1 IS 73.90 FEET SOUTHEAST OF THE STATION.  IT IS 20
 MD1862'FEET WEST OF THE CENTERLINE OF A MACADAM ROAD, 30 FEET SOUTH OF A 24
 MD1862'INCH TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TIE NO
 MD1862'1 1946.
 MD1862'
 MD1862'REFERENCE MARK NO. 2 IS 84.80 FEET SOUTHWEST OF THE STATION.  IT IS 35
 MD1862'FEET SOUTH OF THE SOUTH EAST CORNER OF AN ABANDONED BRICK SCHOOL, AND
 MD1862'20 FEET NORTH OF A 20 INCH TREE.  THE MARK PROJECTS 2 INCHES AND THE
 MD1862'DISK IS STAMPED TIE NO 2 1946.
 MD1862'
 MD1862'TT 36 T (USGS) IS 39.98 FEET NORTH OF THE STATION.  IT IS 20 FEET
 MD1862'SOUTH OF THE CENTERLINE OF A GRADED ROAD AND 67 FEET WEST OF THE
 MD1862'CENTERLINE OF A MACADAM ROAD.  THE MARK IS FLUSH AND THE DISK IS
 MD1862'STAMPED TT 36 T 1937 1087.
 MD1862'
 MD1862'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE TOWN OF ANGOLA, GO
 MD1862'NORTH ON U.S. HIGHWAY 27 FOR 0.7 MILE TO THE JUNCTION WITH STATE
 MD1862'HIGHWAY 827.  TURN RIGHT ON HIGHWAY 827 AND CONTINUE FOR 3.5 MILES TO
 MD1862'GRAVEL T ROAD RIGHT.  TURN RIGHT ON GRAVEL ROAD AND CONTINUE FOR 1.6
 MD1862'MILES TO CROSSROAD AND STATION ON RIGHT AS DESCRIBED.
 MD1862'
 MD1862'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD FOR
 MD1862'0.3 MILE TO A CEMETERY ON RIGHT AND AZIMUTH AS DESCRIBED.
 MD1862'
 MD1862'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1862
 MD1862                          STATION RECOVERY (1960)
 MD1862
 MD1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1862'ABOUT 1.8 MILES S AND SW ALONG NO. 827 INDIANA HIGHWAY FROM ITS
 MD1862'JUNCTION WITH NO. 120 U.S. HWY. AT THE MAIN BUSINESS CORNER IN FREMONT
 MD1862'TO ABOUT 0.3 MILE SW OF E-W TOLL ROAD, THENCE ON ASPHALT COUNTY ROADS
 MD1862'0.5 MILE SW, THEN 1.1 MILES S TO STATION ON RIGHT IN SW ANGLE OF CROSS
 MD1862'ROADS, 70 FEET W OF CENTER LINE OF 18-FOOT ASPHALT ROAD, 60 FEET S OF
 MD1862'CENTER LINE OF GRAVEL ROAD, 29 FEET NE OF NE CORNER OF ABANDONED BRICK
 MD1862'SCHOOL BUILDING, STANDARD DISK STAMPED TIE 1946 IN 1A AND 7A MARKS,
 MD1862'THE TOP MARK FLUSH WITH THE GROUND.
 MD1862'
 MD1862'REFERENCE STAMPED TIE NO 1 1946, NOTE 11A, FLUSH, IS 73.91 FEET OR
 MD1862'22.528 METERS SE IN AZIMUTH 314 DEG 07 MIN FROM STATION, 49 FEET S OF
 MD1862'CENTER OF 30-INCH WALNUT TREE, 19 FEET W OF CENTER LINE OF ASPHALT
 MD1862'ROAD, AND 1.5 FEET S OF STEEL WITNESS POST.
 MD1862'
 MD1862'REFERENCE STAMPED TIE NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1862'25.847 METERS OR 84.80 FEET SSW IN AZIMUTH 13 DEG 15 MIN FROM STATION,
 MD1862'92 FEET W OF CENTER LINE OF ASPHALT ROAD, AND 15 FEET N OF A 24-INCH
 MD1862'TREE.
 MD1862'
 MD1862'AZIMUTH STAMPED TIE 1946, NOTE 16A, PROJECTS 0.6 FOOT, PRESENTLY
 MD1862'OBSTRUCTED BY HEAVY BRUSH FOR SHORT DISTANCE, IS ABOUT 0.25 MILE E IN
 MD1862'AZIMUTH 275 DEG 37 MIN 25.2 SEC. FROM STATION, ABOUT 70 YARDS S OF
 MD1862'CENTER LINE OF GRAVEL ROAD, NEAR MIDDLE OF S FENCE OF CEMETERY, 52
 MD1862'FEET S OF SE CORNER OF TOMBSTONE OF CLARENCE G. GODDARD, 10 FEET N OF
 MD1862'PROJECTED PLANE OF N FACE OF SAME STONE, AND 2 FEET N OF THE FENCE.
 MD1862'
 MD1862'TRAVERSE STATION TT 36 T 1937 1085 (U.S.G.S.)  STANDARD U. S.
 MD1862'GEOLOGICAL SURVEY DISK IN CONCRETE POST IS 12.178 METERS OR 39.95 FEET
 MD1862'N IN AZIMUTH 181 DEG 43 MIN 40.7 SEC FROM STATION.
 MD1862
 MD1862                          STATION RECOVERY (1969)
 MD1862
 MD1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 MD1862'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 MD1862'GOOD CONDITION.  THE PREVIOUS DESCRIPTION BY A.L.W. IN 1960 IS
 MD1862'ADEQUATE AND COMPLETE FOR RECOVERY, EXCEPT THE STATION MARK WAS FOUND
 MD1862'ABOUT 1/2 INCH BELOW THE GROUND.
 MD1862'
 MD1862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.8 MILES NORTHEAST
 MD1862'OF ANGOLA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1791 ***********************************************************************
 JA1791  DESIGNATION -  TILLEY
 JA1791  PID         -  JA1791
 JA1791  STATE/COUNTY-  IN/ORANGE
 JA1791  COUNTRY     -  US
 JA1791  USGS QUAD   -  GREENBRIER (2019)
 JA1791
 JA1791                         *CURRENT SURVEY CONTROL
 JA1791  ______________________________________________________________________
 JA1791* NAD 83(1997) POSITION- 38 25 36.23967(N) 086 36 23.87873(W)   ADJUSTED
 JA1791* NAVD 88 ORTHO HEIGHT -   216.68  (+/-2cm)      710.9   (feet) VERTCON3
 JA1791  ______________________________________________________________________
 JA1791  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 JA1791  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 JA1791  HORZ ORDER      -  THIRD
 JA1791  VERT ORDER      -  THIRD ? (See Below)
 JA1791
 JA1791.The horizontal coordinates were established by classical geodetic methods
 JA1791.and adjusted by the National Geodetic Survey in May 1999.
 JA1791
 JA1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1791
 JA1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1791.GEOID18 height accuracy estimate available here.
 JA1791
 JA1791.The vertical order pertains to the NGVD 29 superseded value.
 JA1791
 JA1791.Click photographs - Photos may exist for this station.
 JA1791
 JA1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1791
 JA1791. The following values were computed from the NAD 83(1997) position.
 JA1791
 JA1791;                    North         East     Units Scale Factor Converg.
 JA1791;SPC IN W     -   352,967.681   941,624.703   MT  0.99998800   +0 17 46.6
 JA1791;SPC IN W     - 1,158,028.13  3,089,313.71   sFT  0.99998800   +0 17 46.6
 JA1791;UTM  16      - 4,253,236.940   534,335.547   MT  0.99961452   +0 14 40.1
 JA1791
 JA1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1791!SPC IN W     -   0.99997119  x   0.99998800  =   0.99995919
 JA1791!UTM  16      -   0.99997119  x   0.99961452  =   0.99958572
 JA1791
 JA1791:                Primary Azimuth Mark                     Grid Az
 JA1791:SPC IN W     -  TILLEY AZ MK                             008 16 35.7
 JA1791:UTM  16      -  TILLEY AZ MK                             008 19 42.2
 JA1791
 JA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3433553236(NAD 83)
 JA1791
 JA1791|---------------------------------------------------------------------|
 JA1791| PID    Reference Object                     Distance      Geod. Az  |
 JA1791|                                                           dddmmss.s |
 JA1791| CG9281 TILLEY AZ MK                                       0083422.3 |
 JA1791| CG9283 TILLEY RM 2                          24.866 METERS 02954     |
 JA1791| CG9282 TILLEY RM 1                          25.070 METERS 15124     |
 JA1791|---------------------------------------------------------------------|
 JA1791
 JA1791                          SUPERSEDED SURVEY CONTROL
 JA1791
 JA1791  NAD 83(1993)-  38 25 36.24390(N)    086 36 23.88255(W) AD(       ) 3
 JA1791  NAD 83(1986)-  38 25 36.24581(N)    086 36 23.88241(W) AD(       ) 3
 JA1791  NAD 27      -  38 25 36.04100(N)    086 36 23.92800(W) AD(       ) 3
 JA1791  NGVD 29             216.79   (m)          711.3    (f) LEVELING    3  
 JA1791
 JA1791.Superseded values are not recommended for survey control.
 JA1791
 JA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1791.See file dsdata.pdf to determine how the superseded data were derived.
 JA1791
 JA1791_MARKER: DS = TRIANGULATION STATION DISK
 JA1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1791_STAMPING: TILLEY 1946
 JA1791_MARK LOGO: CGS
 JA1791_PROJECTION: RECESSED 30 CENTIMETERS
 JA1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1791+STABILITY: SURFACE MOTION
 JA1791
 JA1791  HISTORY     - Date     Condition        Report By
 JA1791  HISTORY     - 1946     MONUMENTED       CGS
 JA1791  HISTORY     - 1965     GOOD             CGS
 JA1791  HISTORY     - 19890713 MARK NOT FOUND   USGS
 JA1791
 JA1791                          STATION DESCRIPTION
 JA1791
 JA1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1791'STATION IS LOCATED ON THE TOP OF A SMALL HILL, BESIDE STATE HIGHWAY
 JA1791'145, ABOUT 9 MILES SOUTH OF FRENCH LICK AND 2 MILES NORTH-NORTHEAST OF
 JA1791'THE SMALL SETTLEMENT OF NEWTON STEWART, IT IS 42.8 FEET WEST OF A
 JA1791'WHITE WITNESS POST AND 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 JA1791'THE MARK IS A FOOT UNDERGROUND AND THE DISK IS STAMPED
 JA1791'
 JA1791'REFERENCE MARK NO 1 IS 82.25 FEET SOUTH OF THE STATION, 23 FEET WEST
 JA1791'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE
 JA1791'DISK IS STAMPED TILLEY NO 1 1946.
 JA1791'
 JA1791'REFERENCE MARK NO 2 IS 81.58 FEET NORTHEAST OF THE STATION, 21 FEET
 JA1791'WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND
 JA1791'THE DISK IS STAMPED TILLEY NO 2 1946.
 JA1791'
 JA1791'THE AZIMUTH MARK IS 1.05 MILES NORTH OF THE STATION, 28 FEET EAST OF
 JA1791'THE CENTERLINE OF THE HIGHWAY AND 3 FEET SOUTH OF A WHITE WITNESS
 JA1791'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TILLEY 1946.
 JA1791'
 JA1791'TO REACH THE STATION FROM THE POST OFFICE IN FRENCH LICK, GO EAST AND
 JA1791'THEN SOUTH ON STATE HIGHWAY 145, FOR 8.2 MILES AND THE AZIMUTH MARK IS
 JA1791'ON THE LEFT, CONTINUE SOUTH 1.05 MILES TO THE TOP OF A SMALL HILL AND
 JA1791'THE STATION ON THE RIGHT.
 JA1791'
 JA1791'*HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1791
 JA1791                          STATION RECOVERY (1965)
 JA1791
 JA1791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1791'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA1791'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JA1791'
 JA1791'THE STATION IS LOCATED ON TOP OF A SMALL HILL ALONG THE WEST SIDE OF
 JA1791'STATE ROUTE 145, ABOUT 9 MILES SOUTH OF FRENCH LICK AND 2 MILES
 JA1791'NORTH-NORTHEAST OF THE SMALL COMMUNITY OF NEWTON STEWART.
 JA1791'
 JA1791'TO REACH THE STATION FORM THE POST OFFICE IN FRENCH LICK, GO EAST AND
 JA1791'SOUTH ON STATE ROUTE 145 FOR 8.55 MILES TO THE AZIMUTH MARK ON THE
 JA1791'LEFT.  CONTINUE SOUTH ON STATE ROUTE 145 FOR 1.0 MILE TO THE STATION
 JA1791'ON THE RIGHT IN OPEN PASTURE.
 JA1791'
 JA1791'THE STATION IS 131 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY
 JA1791'LEADING TO AN ABANDONED HOME SITE, 63 FEET WEST OF THE APPROXIMATE
 JA1791'CENTER OF STATE ROUTE 145 AND 42.4 FEET WEST OF A METAL WITNESS POST
 JA1791'AND SIGN.  A STANDARD DISK CEMENTED IN IN TOP OF A 12-INCH, SQUARE,
 JA1791'CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 JA1791'THE DISK IS STAMPED TILLEY 1946.
 JA1791'
 JA1791'REFERENCE MARK NO 1 IS LOCATED ON THE SOUTH SLOPE OF THE HILL, ABOUT 2
 JA1791'FEET BELOW THE STATION ELEVATION.  IT IS 68.0 FEET SOUTH OF A METAL
 JA1791'WITNESS POST AND SIGN, 66 FEET NORTH OF THE APPROXIMATE CENTER OF A
 JA1791'DRIVEWAY LEADING TO AN ABANDONED HOME SITE AND 23 FEET WEST OF THE
 JA1791'APPROXIMATE CENTER OF STATE ROUTE 145.  A STANDARD DISK SET IN THE TOP
 JA1791'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 JA1791'DISK IS STAMPED TILLEY (1) NO 1 1946.
 JA1791'
 JA1791'REFERENCE MARK NO 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT 4 FEET
 JA1791'BELOW THE ELEVATION OF THE STATION.  IT IS 75.5 FEET NORTH OF A METAL
 JA1791'WITNESS POST AND SIGN AND 21 FEET WEST OF THE APPROXIMATE CENTER OF
 JA1791'STATE ROUTE 145.  A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA1791'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1791'TILLEY (2) NO 2 1946.
 JA1791'
 JA1791'DUE TO FARM EQUIPMENT ON LINE THE REFERENCE MARKS COULD NOT BE
 JA1791'MEASURED BETWEEN.
 JA1791'
 JA1791'THE AZIMUTH MARK IS LOCATED ON THE ROAD BANK ALONG THE EAST SIDE OF
 JA1791'STATE ROUTE 145 AT WEST EDGE OF A CULTIVATED FIELD.  IT IS 114 FEET
 JA1791'SOUTH-SOUTHWEST OF POWERLINE POLE, 27 FEET EAST OF THE APPROXIMATE
 JA1791'CENTER OF STATE ROUTE 145 AND 0.8 FOOT WEST OF A METAL WITNESS POST
 JA1791'AND SIGN.  A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JA1791'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JA1791'TILLEY 1946.
 JA1791'
 JA1791'THIS WAS NOT AN OCCUPIED STATION.
 JA1791
 JA1791                          STATION RECOVERY (1989)
 JA1791
 JA1791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (VPT)
 JA1791'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2294 ***********************************************************************
 ME2294  DESIGNATION -  TIOSA
 ME2294  PID         -  ME2294
 ME2294  STATE/COUNTY-  IN/FULTON
 ME2294  COUNTRY     -  US
 ME2294  USGS QUAD   -  ARGOS (2019)
 ME2294
 ME2294                         *CURRENT SURVEY CONTROL
 ME2294  ______________________________________________________________________
 ME2294* NAD 83(1997) POSITION- 41 07 38.95700(N) 086 09 44.53186(W)   ADJUSTED
 ME2294* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) SCALED
 ME2294  ______________________________________________________________________
 ME2294  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 ME2294  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 ME2294  HORZ ORDER      -  SECOND
 ME2294
 ME2294.The horizontal coordinates were established by classical geodetic methods
 ME2294.and adjusted by the National Geodetic Survey in May 1999.
 ME2294
 ME2294.The orthometric height was scaled from a topographic map.
 ME2294
 ME2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2294.GEOID18 height accuracy estimate available here.
 ME2294
 ME2294.Click photographs - Photos may exist for this station.
 ME2294
 ME2294.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2294
 ME2294. The following values were computed from the NAD 83(1997) position.
 ME2294
 ME2294;                    North         East     Units Scale Factor Converg.
 ME2294;SPC IN E     -   652,834.362    58,375.693   MT  0.99998798   -0 19 33.8
 ME2294;SPC IN E     - 2,141,840.74    191,520.92   sFT  0.99998798   -0 19 33.8
 ME2294;UTM  16      - 4,553,247.658   570,310.398   MT  0.99966084   +0 33 03.5
 ME2294
 ME2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2294!SPC IN E     -   0.99996860  x   0.99998798  =   0.99995658
 ME2294!UTM  16      -   0.99996860  x   0.99966084  =   0.99962945
 ME2294
 ME2294:                Primary Azimuth Mark                     Grid Az
 ME2294:SPC IN E     -  TIOSA AZ MK                              033 14 19.7
 ME2294:UTM  16      -  TIOSA AZ MK                              032 21 42.4
 ME2294
 ME2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7031053247(NAD 83)
 ME2294
 ME2294|---------------------------------------------------------------------|
 ME2294| PID    Reference Object                     Distance      Geod. Az  |
 ME2294|                                                           dddmmss.s |
 ME2294| CM4708 TIOSA AZ MK                                        0325445.9 |
 ME2294| CM4709 TIOSA RM 1                           26.196 METERS 04700     |
 ME2294| CM4710 TIOSA RM 2                           24.579 METERS 13848     |
 ME2294|---------------------------------------------------------------------|
 ME2294
 ME2294                          SUPERSEDED SURVEY CONTROL
 ME2294
 ME2294  NAD 83(1986)-  41 07 38.96230(N)    086 09 44.54110(W) AD(       ) 2
 ME2294  NAD 27      -  41 07 38.80780(N)    086 09 44.54730(W) AD(       ) 2
 ME2294
 ME2294.Superseded values are not recommended for survey control.
 ME2294
 ME2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2294.See file dsdata.pdf to determine how the superseded data were derived.
 ME2294
 ME2294_MARKER: DS = TRIANGULATION STATION DISK
 ME2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2294_STAMPING: TIOSA 1952
 ME2294_MARK LOGO: CGS
 ME2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2294+STABILITY: SURFACE MOTION
 ME2294
 ME2294  HISTORY     - Date     Condition        Report By
 ME2294  HISTORY     - 1952     MONUMENTED       CGS
 ME2294
 ME2294                          STATION DESCRIPTION
 ME2294
 ME2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2294'STATION IS LOCATED 5 MILES NORTHEAST OF ROCHESTER IN THE NORTHEAST
 ME2294'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 25 AND A PAVED ROAD AND ON
 ME2294'HIGHWAY PROPERTY.  IT IS 137 FEET NORTHEAST OF THE INTERSECTION, 100
 ME2294'FEET EAST OF THE CENTER OF HIGHWAY 25, 38 FEET NORTH OF THE CENTER OF
 ME2294'THE PAVED ROAD AND 6 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 ME2294'PROJECTS 4 INCHES AND THE DISK IS STAMPED TIOSA 1952.
 ME2294'
 ME2294'REFERENCE MARK NO. 1 IS 140 FEET EAST OF THE CENTER OF HIGHWAY 25, 100
 ME2294'FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 4 FEET WEST OF A FENCE
 ME2294'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TIOSA NO 1
 ME2294'1952.
 ME2294'
 ME2294'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTER OF THE PAVED ROAD,
 ME2294'8 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET NORTH OF A FENCE LINE.
 ME2294'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TIOSA NO 2 1952.
 ME2294'
 ME2294'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF HIGHWAY 25, 2 FEET SOUTH
 ME2294'OF A POWER LINE POLE AND WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 ME2294'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED TIOSA 1952.
 ME2294'
 ME2294'TO REACH THE STATION FROM THE FULTON COUNTY COURTHOUSE IN ROCHESTER,
 ME2294'GO EAST ON STATE HIGHWAYS 25 AND 14 FOR 1.3 MILES TO THE JUNCTION OF
 ME2294'THESE HIGHWAYS, TURN LEFT AND GO NORTHEAST ON HIGHWAY 25 FOR 5.1 MILES
 ME2294'TO A SIDE ROAD RIGHT AND THE STATION AS DESCRIBED, CONTINUE ON THE
 ME2294'HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2294'
 ME2294'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2590 ***********************************************************************
 LB2590  DESIGNATION -  TIPP C 11 INHC 1948
 LB2590  PID         -  LB2590
 LB2590  STATE/COUNTY-  IN/TIPPECANOE
 LB2590  COUNTRY     -  US
 LB2590  USGS QUAD   -  STOCKWELL (2019)
 LB2590
 LB2590                         *CURRENT SURVEY CONTROL
 LB2590  ______________________________________________________________________
 LB2590* NAD 83(1997) POSITION- 40 19 50.56256(N) 086 47 00.51377(W)   ADJUSTED
 LB2590* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 LB2590  ______________________________________________________________________
 LB2590  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 LB2590  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2590  HORZ ORDER      -  SECOND
 LB2590
 LB2590.The horizontal coordinates were established by classical geodetic methods
 LB2590.and adjusted by the National Geodetic Survey in May 1999.
 LB2590
 LB2590.The orthometric height was scaled from a topographic map.
 LB2590
 LB2590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2590.GEOID18 height accuracy estimate available here.
 LB2590
 LB2590.Click photographs - Photos may exist for this station.
 LB2590
 LB2590.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2590
 LB2590. The following values were computed from the NAD 83(1997) position.
 LB2590
 LB2590;                    North         East     Units Scale Factor Converg.
 LB2590;SPC IN W     -   564,281.084   925,481.184   MT  0.99997466   +0 11 38.6
 LB2590;SPC IN W     - 1,851,312.19  3,036,349.52   sFT  0.99997466   +0 11 38.6
 LB2590;UTM  16      - 4,464,486.540   518,392.955   MT  0.99960416   +0 08 24.5
 LB2590
 LB2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2590!SPC IN W     -   0.99997017  x   0.99997466  =   0.99994483
 LB2590!UTM  16      -   0.99997017  x   0.99960416  =   0.99957434
 LB2590
 LB2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1839264486(NAD 83)
 LB2590
 LB2590                          SUPERSEDED SURVEY CONTROL
 LB2590
 LB2590  NAD 83(1986)-  40 19 50.56942(N)    086 47 00.52612(W) AD(       ) 2
 LB2590  NAD 27      -  40 19 50.45390(N)    086 47 00.50530(W) AD(       ) 2
 LB2590
 LB2590.Superseded values are not recommended for survey control.
 LB2590
 LB2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2590.See file dsdata.pdf to determine how the superseded data were derived.
 LB2590
 LB2590_MARKER: DB = BENCH MARK DISK
 LB2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2590+STABILITY: SURFACE MOTION
 LB2590
 LB2590  HISTORY     - Date     Condition        Report By
 LB2590  HISTORY     - 1948     MONUMENTED       INHD
 LB2590  HISTORY     - 1961     SEE DESCRIPTION  USGS
 LB2590
 LB2590                          STATION DESCRIPTION
 LB2590
 LB2590'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1948 (RCB)
 LB2590'THIS IS A TRAVERSE STATION.
 LB2590'
 LB2590'STATION IS LOCATED 8 MILES SOUTHEAST OF LA FAYETTE AND 3 MILES NORTH
 LB2590'OF STOCKWELL IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U. S.
 LB2590'HIGHWAY 52 AND A GRAVEL T-ROAD (WEST).  IT IS 65 FEET WEST OF THE
 LB2590'CENTER OF THE WEST LANE OF THE HIGHWAY AND 39 FEET NORTH OF THE
 LB2590'CENTER OF THE GRAVEL ROAD.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 LB2590'PROJECTING 6 INCHES WITH A STANDARD STATE HIGHWAY BENCH MARK DISK
 LB2590'STAMPED TIPP C 11.
 LB2590'
 LB2590'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CRANE
 LB2590'AND THE DISTANCE WAS FOUND TO BE 26.740 METERS (87.73 FEET).
 LB2590'
 LB2590'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND
 LB2590'STATION HIGHWAY 38, 1 MILE SOUTHEAST OF LA FAYETTE, GO SOUTHEAST ON
 LB2590'HIGHWAY 52 FOR 6.35 MILES TO A GRAVEL T-ROAD (WEST) AND THE
 LB2590'STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 LB2590
 LB2590                          STATION RECOVERY (1961)
 LB2590
 LB2590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB2590'STATION DESTROYED.  THE CAP IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2330 ***********************************************************************
 ME2330  DESIGNATION -  TIPPECANOE
 ME2330  PID         -  ME2330
 ME2330  STATE/COUNTY-  IN/MARSHALL
 ME2330  COUNTRY     -  US
 ME2330  USGS QUAD   -  LA PAZ (2019)
 ME2330
 ME2330                         *CURRENT SURVEY CONTROL
 ME2330  ______________________________________________________________________
 ME2330* NAD 83(1997) POSITION- 41 25 00.59401(N) 086 18 17.16112(W)   ADJUSTED
 ME2330* NAVD 88 ORTHO HEIGHT -   256.11  (+/-2cm)      840.3   (feet) VERTCON3
 ME2330  ______________________________________________________________________
 ME2330  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 ME2330  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 ME2330  HORZ ORDER      -  SECOND
 ME2330  VERT ORDER      -  THIRD ? (See Below)
 ME2330
 ME2330.The horizontal coordinates were established by classical geodetic methods
 ME2330.and adjusted by the National Geodetic Survey in May 1999.
 ME2330
 ME2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2330
 ME2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2330.GEOID18 height accuracy estimate available here.
 ME2330
 ME2330.The vertical order pertains to the NGVD 29 superseded value.
 ME2330
 ME2330.Click photographs - Photos may exist for this station.
 ME2330
 ME2330.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2330
 ME2330. The following values were computed from the NAD 83(1997) position.
 ME2330
 ME2330;                    North         East     Units Scale Factor Converg.
 ME2330;SPC IN E     -   685,045.634    46,654.599   MT  1.00000167   -0 25 19.7
 ME2330;SPC IN E     - 2,247,520.55    153,065.96   sFT  1.00000167   -0 25 19.7
 ME2330;UTM  16      - 4,585,264.206   558,100.432   MT  0.99964154   +0 27 35.8
 ME2330
 ME2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2330!SPC IN E     -   0.99996513  x   1.00000167  =   0.99996680
 ME2330!UTM  16      -   0.99996513  x   0.99964154  =   0.99960669
 ME2330
 ME2330:                Primary Azimuth Mark                     Grid Az
 ME2330:SPC IN E     -  HARRIS                                   189 37 53.4
 ME2330:UTM  16      -  HARRIS                                   188 44 57.9
 ME2330
 ME2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5810085264(NAD 83)
 ME2330
 ME2330|---------------------------------------------------------------------|
 ME2330| PID    Reference Object                     Distance      Geod. Az  |
 ME2330|                                                           dddmmss.s |
 ME2330| ME2328 HARRIS                              APPROX. 1.8 KM 1891233.7 |
 ME2330| CM4711 TIPPECANOE RM                        11.520 METERS 35413     |
 ME2330|---------------------------------------------------------------------|
 ME2330
 ME2330                          SUPERSEDED SURVEY CONTROL
 ME2330
 ME2330  NAD 83(1986)-  41 25 00.62938(N)    086 18 17.17828(W) AD(       ) 2
 ME2330  NAD 27      -  41 25 00.43880(N)    086 18 17.14600(W) AD(       ) 2
 ME2330  USSD        -  41 25 00.47300(N)    086 18 16.97500(W) AD(       ) 3
 ME2330  NGVD 29             256.22   (m)          840.6    (f) LEVELING    3  
 ME2330
 ME2330.Superseded values are not recommended for survey control.
 ME2330
 ME2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2330.See file dsdata.pdf to determine how the superseded data were derived.
 ME2330
 ME2330_MARKER: DS = TRIANGULATION STATION DISK
 ME2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2330_STAMPING: TIPPECANOE 1920
 ME2330_MARK LOGO: CGS
 ME2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2330+STABILITY: SURFACE MOTION
 ME2330
 ME2330  HISTORY     - Date     Condition        Report By
 ME2330  HISTORY     - 1920     MONUMENTED       CGS
 ME2330  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2330
 ME2330                          STATION DESCRIPTION
 ME2330
 ME2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2330'THREE MILES S OF LAPAZ, ON THE W SIDE OF THE TRACK, 425 YARDS N OF THE
 ME2330'RAILROAD STATION AT HARRIS, 50 YARDS S OF THE N SWITCH SIGNAL FOR
 ME2330'SIDING, ONE-HALF MILE N OF THE WATER TOWER, 6.08 METERS (19.95 FEET)
 ME2330'W OF THE W AND NEAREST RAIL.  THE STATION, UNDERGROUND AND REFERENCE
 ME2330'MARKS ARE BRONZE TABLETS SET IN CONCRETE.  THE REFERENCE MARK IS ON
 ME2330'THE SAME SIDE OF THE TRACK, 11.52 METERS (37.79 FEET) FROM THE STATION
 ME2330'N 05 DEG 46MIN W.
 ME2330
 ME2330                          STATION RECOVERY (1987)
 ME2330
 ME2330'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME2330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1673 ***********************************************************************
 MD1673  DESIGNATION -  TIPPECANOE
 MD1673  PID         -  MD1673
 MD1673  STATE/COUNTY-  IN/KOSCIUSKO
 MD1673  COUNTRY     -  US
 MD1673  USGS QUAD   -  LEESBURG (2019)
 MD1673
 MD1673                         *CURRENT SURVEY CONTROL
 MD1673  ______________________________________________________________________
 MD1673* NAD 83(1997) POSITION- 41 20 37.63459(N) 085 45 57.00410(W)   ADJUSTED
 MD1673* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 MD1673  ______________________________________________________________________
 MD1673  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 MD1673  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 MD1673  HORZ ORDER      -  FIRST
 MD1673
 MD1673.The horizontal coordinates were established by classical geodetic methods
 MD1673.and adjusted by the National Geodetic Survey in May 1999.
 MD1673
 MD1673.The orthometric height was scaled from a topographic map.
 MD1673
 MD1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1673.GEOID18 height accuracy estimate available here.
 MD1673
 MD1673.Click photographs - Photos may exist for this station.
 MD1673
 MD1673.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1673
 MD1673. The following values were computed from the NAD 83(1997) position.
 MD1673
 MD1673;                    North         East     Units Scale Factor Converg.
 MD1673;SPC IN E     -   676,741.744    91,700.278   MT  0.99996751   -0 03 55.8
 MD1673;SPC IN E     - 2,220,276.87    300,853.33   sFT  0.99996751   -0 03 55.8
 MD1673;UTM  16      - 4,577,656.533   603,255.053   MT  0.99973121   +0 48 55.2
 MD1673
 MD1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1673!SPC IN E     -   0.99996025  x   0.99996751  =   0.99992776
 MD1673!UTM  16      -   0.99996025  x   0.99973121  =   0.99969147
 MD1673
 MD1673:                Primary Azimuth Mark                     Grid Az
 MD1673:SPC IN E     -  TIPPECANOE AZ MK                         174 37 30.9
 MD1673:UTM  16      -  TIPPECANOE AZ MK                         173 44 39.9
 MD1673
 MD1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0325577656(NAD 83)
 MD1673
 MD1673|---------------------------------------------------------------------|
 MD1673| PID    Reference Object                     Distance      Geod. Az  |
 MD1673|                                                           dddmmss.s |
 MD1673| CD1321 TIPPECANOE AZ MK                                   1743335.1 |
 MD1673| CD1322 TIPPECANOE RM 1                      28.639 METERS 18723     |
 MD1673| CD1323 TIPPECANOE RM 2                      24.536 METERS 26246     |
 MD1673|---------------------------------------------------------------------|
 MD1673
 MD1673                          SUPERSEDED SURVEY CONTROL
 MD1673
 MD1673  NAD 83(1986)-  41 20 37.63772(N)    085 45 57.01380(W) AD(       ) 1
 MD1673  NAD 27      -  41 20 37.46700(N)    085 45 57.05230(W) AD(       ) 1
 MD1673
 MD1673.Superseded values are not recommended for survey control.
 MD1673
 MD1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1673.See file dsdata.pdf to determine how the superseded data were derived.
 MD1673
 MD1673_MARKER: DS = TRIANGULATION STATION DISK
 MD1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1673_STAMPING: TIPPECANOE 1946
 MD1673_MARK LOGO: CGS
 MD1673_PROJECTION: FLUSH
 MD1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1673+STABILITY: SURFACE MOTION
 MD1673
 MD1673  HISTORY     - Date     Condition        Report By
 MD1673  HISTORY     - 1946     MONUMENTED       CGS
 MD1673  HISTORY     - 19970619 POOR             USPSQD
 MD1673
 MD1673                          STATION DESCRIPTION
 MD1673
 MD1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1673'THIS STATION IS LOCATED ABOUT 5 MILES EAST OF LEESBURG, AT THE
 MD1673'NORTHWEST CORNER OF THE
 MD1673'TIPPECANOE COUNTRY CLUB GOLF COURSE.  IT IS 25 FEET SOUTH OF A
 MD1673'FENCELINE, 80 FEET WEST OF A STORAGE
 MD1673'SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED TIPPECANOE 1946.
 MD1673'
 MD1673'REFERENCE MARK NO. 1 IS 93.96 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1673'110 FEET SOUTHEAST OF THE SOUTHEAST
 MD1673'CORNER OF A STORAGE SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1673'TIPPECANOE NO 1 1946.
 MD1673'
 MD1673'REFERENCE MARK NO. 2 IS 80.50 FEET WEST OF THE STATION.  IT IS 1 FOOT
 MD1673'EAST OF A STORAGE SHED.  THE MARK IS
 MD1673'FLUSH AND THE DISK IS STAMPED TIPPECANOE NO 2 1946.
 MD1673'
 MD1673'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 38 FEET
 MD1673'EAST OF THE CENTERLINE OF A ROAD IN
 MD1673'THE PARKING SPACE OF THE COUNTRY CLUB.  THE MARK IS FLUSH AND THE
 MD1673'DISK IS STAMPED TIPPECANOE 1946.
 MD1673'
 MD1673'TO REACH THE STATION FROM LEESBURG, GO EAST ON CONCRETE ROAD FOR 3.0
 MD1673'MILES TO A T-ROAD LEFT, TURN
 MD1673'LEFT AND GO NORTH FOR 0.4 MILE TO A SIDE ROAD, TURN RIGHT AND GO EAST
 MD1673'TO A SIDE ROAD FOR 1.0 MILE AND THE
 MD1673'ENTRANCE TO THE COUNTRY CLUB.  ENTER GOLF COURSE AND
 MD1673'GO EAST TO THE STORAGE SHED AND THE STATION AS
 MD1673'DESCRIBED.
 MD1673'
 MD1673'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON ROAD FOR 0.2 MILE
 MD1673'TO THE PARKING SPACE AND THE
 MD1673'AZIMUTH ON THE LEFT AS DESCRIBED.
 MD1673'
 MD1673'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1673
 MD1673                          STATION RECOVERY (1997)
 MD1673
 MD1673'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1673'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2372 ***********************************************************************
 ME2372  DESIGNATION -  TIPPECANOE RIVER ST PARK LOT
 ME2372  PID         -  ME2372
 ME2372  STATE/COUNTY-  IN/PULASKI
 ME2372  COUNTRY     -  US
 ME2372  USGS QUAD   -  WINAMAC (2019)
 ME2372
 ME2372                         *CURRENT SURVEY CONTROL
 ME2372  ______________________________________________________________________
 ME2372* NAD 83(1997) POSITION- 41 06 47.90266(N) 086 35 32.58643(W)   ADJUSTED
 ME2372  ______________________________________________________________________
 ME2372  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 ME2372  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 ME2372  HORZ ORDER      -  THIRD
 ME2372
 ME2372.The horizontal coordinates were established by classical geodetic methods
 ME2372.and adjusted by the National Geodetic Survey in May 1999.
 ME2372
 ME2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2372.GEOID18 height accuracy estimate available here.
 ME2372
 ME2372.Click photographs - Photos may exist for this station.
 ME2372
 ME2372.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2372
 ME2372. The following values were computed from the NAD 83(1997) position.
 ME2372
 ME2372;                    North         East     Units Scale Factor Converg.
 ME2372;SPC IN W     -   651,257.172   941,233.896   MT  0.99998758   +0 19 22.2
 ME2372;SPC IN W     - 2,136,666.24  3,088,031.54   sFT  0.99998758   +0 19 22.2
 ME2372;UTM  16      - 4,551,415.305   534,222.302   MT  0.99961441   +0 16 04.9
 ME2372
 ME2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3422251415(NAD 83)
 ME2372
 ME2372                          SUPERSEDED SURVEY CONTROL
 ME2372
 ME2372  NAD 83(1986)-  41 06 47.90888(N)    086 35 32.59558(W) AD(       ) 3
 ME2372  NAD 27      -  41 06 47.76500(N)    086 35 32.56400(W) AD(       ) 3
 ME2372
 ME2372.Superseded values are not recommended for survey control.
 ME2372
 ME2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2372.See file dsdata.pdf to determine how the superseded data were derived.
 ME2372
 ME2372_MARKER: 57 = LOOKOUT TOWER
 ME2372
 ME2372  HISTORY     - Date     Condition        Report By
 ME2372  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2372  HISTORY     - 1952     GOOD             CGS
 ME2372
 ME2372                          STATION DESCRIPTION
 ME2372
 ME2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2372'THIS IS AN INTERSECTION STATION.
 ME2372'
 ME2372'STATION IS LOCATED 5 MILES NORTH OF WINAMAC AND 2 MILES SOUTH OF
 ME2372'BEARDSTOWN ON THE
 ME2372'PROPERTY OF THE TIPPECANOE RIVER STATE PARK.  IT IS 111.74 FEET
 ME2372'SOUTHEAST OF TRIANGULATION STATION BEARDS.  IT
 ME2372'IS A FOUR LEGGED STEEL STRUCTURE 100 FEET HIGH WITH AN
 ME2372'ENCLOSED PLATFORM ON THE TOP.  THE
 ME2372'POINT OBSERVED ON WAS THE CENTER OF THE SMALL STACK ON
 ME2372'THE ROOF OF THE ENCLOSED PLATFORM.
 ME2372'
 ME2372'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC GO
 ME2372'NORTH ON U.S.  HIGHWAY 35 FOR 4.7
 ME2372'MILES TO THE ENTRANCE TO THE TIPPECANOE RIVER STATE PARK, TURN RIGHT
 ME2372'THROUGH THE PARK ENTRANCE AND GO EAST
 ME2372'FOR 0.5 MILE TO A GRAVEL ROAD SOUTH, TURN RIGHT
 ME2372'AND GO SOUTH FOR 50 FEET TO A TRAIL TO THE LOOKOUT
 ME2372'TOWER, FOLLOW THE TRAIL FOR 0.5 MILE
 ME2372'TO THE STATION AS DESCRIBED.
 ME2372
 ME2372                          STATION RECOVERY (1952)
 ME2372
 ME2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ME2372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2191 ***********************************************************************
 LA2191  DESIGNATION -  TIPPEY
 LA2191  PID         -  LA2191
 LA2191  STATE/COUNTY-  IN/GRANT
 LA2191  COUNTRY     -  US
 LA2191  USGS QUAD   -  VAN BUREN (2019)
 LA2191
 LA2191                         *CURRENT SURVEY CONTROL
 LA2191  ______________________________________________________________________
 LA2191* NAD 83(1997) POSITION- 40 33 13.12197(N) 085 35 47.94609(W)   ADJUSTED
 LA2191* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 LA2191  ______________________________________________________________________
 LA2191  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LA2191  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 LA2191  HORZ ORDER      -  SECOND
 LA2191
 LA2191.The horizontal coordinates were established by classical geodetic methods
 LA2191.and adjusted by the National Geodetic Survey in May 1999.
 LA2191
 LA2191.The orthometric height was scaled from a topographic map.
 LA2191
 LA2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2191.GEOID18 height accuracy estimate available here.
 LA2191
 LA2191.Click photographs - Photos may exist for this station.
 LA2191
 LA2191.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2191
 LA2191. The following values were computed from the NAD 83(1997) position.
 LA2191
 LA2191;                    North         East     Units Scale Factor Converg.
 LA2191;SPC IN E     -   588,994.660   105,930.085   MT  0.99996710   +0 02 43.9
 LA2191;SPC IN E     - 1,932,393.31    347,538.95   sFT  0.99996710   +0 02 43.9
 LA2191;UTM  16      - 4,490,155.501   618,818.205   MT  0.99977378   +0 54 45.0
 LA2191
 LA2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2191!SPC IN E     -   0.99996320  x   0.99996710  =   0.99993030
 LA2191!UTM  16      -   0.99996320  x   0.99977378  =   0.99973699
 LA2191
 LA2191:                Primary Azimuth Mark                     Grid Az
 LA2191:SPC IN E     -  TIPPEY AZ MK                             000 51 32.5
 LA2191:UTM  16      -  TIPPEY AZ MK                             359 59 31.4
 LA2191
 LA2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1881890155(NAD 83)
 LA2191
 LA2191|---------------------------------------------------------------------|
 LA2191| PID    Reference Object                     Distance      Geod. Az  |
 LA2191|                                                           dddmmss.s |
 LA2191| CD1324 TIPPEY AZ MK                                       0005416.4 |
 LA2191| CD1325 TIPPEY RM 1                          38.377 METERS 15305     |
 LA2191| CD1326 TIPPEY RM 2                          32.370 METERS 25644     |
 LA2191|---------------------------------------------------------------------|
 LA2191
 LA2191                          SUPERSEDED SURVEY CONTROL
 LA2191
 LA2191  NAD 83(1995)-  40 33 13.12509(N)    085 35 47.95824(W) AD(       ) 2
 LA2191  NAD 83(1986)-  40 33 13.12518(N)    085 35 47.95983(W) AD(       ) 2
 LA2191  NAD 27      -  40 33 12.97690(N)    085 35 48.04810(W) AD(       ) 2
 LA2191
 LA2191.Superseded values are not recommended for survey control.
 LA2191
 LA2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2191.See file dsdata.pdf to determine how the superseded data were derived.
 LA2191
 LA2191_MARKER: DS = TRIANGULATION STATION DISK
 LA2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2191_STAMPING: TIPPEY 1948
 LA2191_MARK LOGO: CGS
 LA2191_PROJECTION: FLUSH
 LA2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2191+STABILITY: SURFACE MOTION
 LA2191
 LA2191  HISTORY     - Date     Condition        Report By
 LA2191  HISTORY     - 1948     MONUMENTED       CGS
 LA2191  HISTORY     - 1955     GOOD             CGS
 LA2191
 LA2191                          STATION DESCRIPTION
 LA2191
 LA2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2191'THE STATION IS LOCATED 6 MILES SOUTHWEST OF VAN BUREN, 5 MILES NORTH
 LA2191'OF GAS CITY AND 3 MILES EAST OF MARION ON THE PROPERTY OF MR. GEORGE
 LA2191'COLE.  IT IS 51 FEET NORTH OF THE CENTER OF DRIVE WAY, 36 FEET WEST OF
 LA2191'THE CENTER OF GRAVEL ROAD AND 26 FEET WEST OF A WHITE WITNESS POST.
 LA2191'THE MARK IS FLUSH AND THE DISK IS STAMPED TIPPEY 1948.
 LA2191'
 LA2191'REFERENCE MARK NO. 1 IS 125.90 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2191'14 FEET EAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT WEST OF A
 LA2191'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TIPPEY
 LA2191'NO 1 1948.
 LA2191'
 LA2191'REFERENCE MARK NO. 2 IS 106.20 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2191'142 FEET WEST OF THE CENTER OF GRAVEL ROAD, 11 FEET SOUTH OF THE
 LA2191'SOUTHEAST CORNER OF BARN AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS
 LA2191'FLUSH AND THE DISK IS STAMPED TIPPEY NO 2 1948.
 LA2191'
 LA2191'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 16 FEET WEST OF
 LA2191'THE CENTER OF GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1
 LA2191'FOOT EAST OF A FENCELINE.
 LA2191'
 LA2191'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TIPPEY 1948.
 LA2191'
 LA2191'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE GRANT COUNTY
 LA2191'COURTHOUSE SQUARE IN MARION, GO EAST ON STATE HIGHWAY NO. 18 FOR 3.5
 LA2191'MILES TO A GRAVEL CROSSROAD, TURN LEFT ON GRAVEL ROAD AND GO NORTH FOR
 LA2191'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.25
 LA2191'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2191'
 LA2191'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2191
 LA2191                          STATION RECOVERY (1955)
 LA2191
 LA2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2191'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 LA2191'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  THE
 LA2191'LAND IS NOW OWNED BY MR. LESTER EBER.
 LA2191'
 LA2191'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2461 ***********************************************************************
 LB2461  DESIGNATION -  TIPTON
 LB2461  PID         -  LB2461
 LB2461  STATE/COUNTY-  IN/TIPTON
 LB2461  COUNTRY     -  US
 LB2461  USGS QUAD   -  TIPTON (2019)
 LB2461
 LB2461                         *CURRENT SURVEY CONTROL
 LB2461  ______________________________________________________________________
 LB2461* NAD 83(1997) POSITION- 40 16 59.15545(N) 086 02 15.12816(W)   ADJUSTED
 LB2461* NAVD 88 ORTHO HEIGHT -   266.28  (+/-2cm)      873.6   (feet) VERTCON3
 LB2461  ______________________________________________________________________
 LB2461  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB2461  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 LB2461  HORZ ORDER      -  SECOND
 LB2461  VERT ORDER      -  THIRD ? (See Below)
 LB2461
 LB2461.The horizontal coordinates were established by classical geodetic methods
 LB2461.and adjusted by the National Geodetic Survey in May 1999.
 LB2461
 LB2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2461
 LB2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2461.GEOID18 height accuracy estimate available here.
 LB2461
 LB2461.The vertical order pertains to the NGVD 29 superseded value.
 LB2461
 LB2461.Click photographs - Photos may exist for this station.
 LB2461
 LB2461.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2461
 LB2461. The following values were computed from the NAD 83(1997) position.
 LB2461
 LB2461;                    North         East     Units Scale Factor Converg.
 LB2461;SPC IN E     -   559,017.119    68,462.260   MT  0.99997891   -0 14 23.3
 LB2461;SPC IN E     - 1,834,042.00    224,613.26   sFT  0.99997891   -0 14 23.3
 LB2461;UTM  16      - 4,459,623.509   581,816.030   MT  0.99968240   +0 37 20.4
 LB2461
 LB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2461!SPC IN E     -   0.99996362  x   0.99997891  =   0.99994253
 LB2461!UTM  16      -   0.99996362  x   0.99968240  =   0.99964603
 LB2461
 LB2461:                Primary Azimuth Mark                     Grid Az
 LB2461:SPC IN E     -  RESSLER RESET                            339 27 28.1
 LB2461:UTM  16      -  RESSLER RESET                            338 35 44.4
 LB2461
 LB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8181659623(NAD 83)
 LB2461
 LB2461|---------------------------------------------------------------------|
 LB2461| PID    Reference Object                     Distance      Geod. Az  |
 LB2461|                                                           dddmmss.s |
 LB2461| LB2462 TIPTON ST JOHN THE BAP CATH CH      314.660 METERS 00945     |
 LB2461| CD1327 TIPTON RM                            11.105 METERS 06634     |
 LB2461| AE8501 RESSLER RESET                       APPROX. 2.5 KM 3391304.8 |
 LB2461|---------------------------------------------------------------------|
 LB2461
 LB2461                          SUPERSEDED SURVEY CONTROL
 LB2461
 LB2461  NAD 83(1986)-  40 16 59.16012(N)    086 02 15.14513(W) AD(       ) 2
 LB2461  NAD 27      -  40 16 59.02400(N)    086 02 15.19000(W) AD(       ) 2
 LB2461  USSD        -  40 16 59.04600(N)    086 02 15.05500(W) AD(       ) 3
 LB2461  NGVD 29             266.40   (m)          874.0    (f) LEVELING    3  
 LB2461
 LB2461.Superseded values are not recommended for survey control.
 LB2461
 LB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2461.See file dsdata.pdf to determine how the superseded data were derived.
 LB2461
 LB2461_MARKER: DS = TRIANGULATION STATION DISK
 LB2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2461_STAMPING: TIPTON 1920
 LB2461_MARK LOGO: CGS
 LB2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2461+STABILITY: SURFACE MOTION
 LB2461
 LB2461  HISTORY     - Date     Condition        Report By
 LB2461  HISTORY     - 1920     MONUMENTED       CGS
 LB2461  HISTORY     - 1948     MARK NOT FOUND   CGS
 LB2461
 LB2461                          STATION DESCRIPTION
 LB2461
 LB2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2461'THE STATION IS 1/2 MILE S OF LAKE ERIE AND WESTERN RAILROAD STATION
 LB2461'AT TIPTON, TWO BLOCKS E OF MAIN STREET, BETWEEN WASHINGTON AND
 LB2461'JEFFERSON STREETS, 2 YARDS E OF THE OLD FREIGHT DEPOT, ABOUT 65
 LB2461'YARDS N OF SEMAPHORE SIGNAL M 39, 2.735 METERS (8.97 FEET) W OF THE
 LB2461'W AND NEAREST RAIL.
 LB2461'
 LB2461'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2461'IN CONCRETE AS DESCRIBED.  THE REFERENCE MARK IS ON THE OPPOSITE
 LB2461'SIDE OF TRACK, 11.05 METERS (36.43 FEET) FROM THE STATION
 LB2461'N 66 DEG 34 MIN E.
 LB2461
 LB2461                          STATION RECOVERY (1948)
 LB2461
 LB2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2461'STATION WAS NOT FOUND BUT A THOROUGH SEARCH WAS NOT MADE FOR IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2469 ***********************************************************************
 LB2469  DESIGNATION -  TIPTON CO CTHSE CLOCK TOWER
 LB2469  PID         -  LB2469
 LB2469  STATE/COUNTY-  IN/TIPTON
 LB2469  COUNTRY     -  US
 LB2469  USGS QUAD   -  TIPTON (2019)
 LB2469
 LB2469                         *CURRENT SURVEY CONTROL
 LB2469  ______________________________________________________________________
 LB2469* NAD 83(1997) POSITION- 40 16 54.10783(N) 086 02 27.36052(W)   ADJUSTED
 LB2469  ______________________________________________________________________
 LB2469  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB2469  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2469  HORZ ORDER      -  THIRD
 LB2469
 LB2469.The horizontal coordinates were established by classical geodetic methods
 LB2469.and adjusted by the National Geodetic Survey in May 1999.
 LB2469
 LB2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2469.GEOID18 height accuracy estimate available here.
 LB2469
 LB2469.Click photographs - Photos may exist for this station.
 LB2469
 LB2469.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2469
 LB2469. The following values were computed from the NAD 83(1997) position.
 LB2469
 LB2469;                    North         East     Units Scale Factor Converg.
 LB2469;SPC IN E     -   558,862.647    68,172.655   MT  0.99997913   -0 14 31.1
 LB2469;SPC IN E     - 1,833,535.20    223,663.12   sFT  0.99997913   -0 14 31.1
 LB2469;UTM  16      - 4,459,464.744   581,528.867   MT  0.99968182   +0 37 12.4
 LB2469
 LB2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8152859464(NAD 83)
 LB2469
 LB2469                          SUPERSEDED SURVEY CONTROL
 LB2469
 LB2469  NAD 83(1986)-  40 16 54.11175(N)    086 02 27.37570(W) AD(       ) 3
 LB2469  NAD 27      -  40 16 53.97600(N)    086 02 27.42200(W) AD(       ) 3
 LB2469
 LB2469.Superseded values are not recommended for survey control.
 LB2469
 LB2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2469.See file dsdata.pdf to determine how the superseded data were derived.
 LB2469
 LB2469_MARKER: 89 = SPIRE
 LB2469
 LB2469  HISTORY     - Date     Condition        Report By
 LB2469  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2469  HISTORY     - 1954     GOOD             CGS
 LB2469  HISTORY     - 1970     GOOD             NGS
 LB2469
 LB2469                          STATION DESCRIPTION
 LB2469
 LB2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2469'LOCATED IN THE CENTER OF THE TOWN OF TIPTON IN THE BLOCK BOUNDED ON
 LB2469'THE NORTH BY JEFFERSON STREET, ON THE SOUTH BY MADISON STREET, ON
 LB2469'THE EAST BY COURT STREET AND ON THE WEST BY MAIN STREET.  IT IS
 LB2469'A GREY STONE STRUCTURE WITH A CLOCK TOWER AND SPIRE OVER THE
 LB2469'NORTHWEST CORNER.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 LB2469'APPROXIMATELY 200 FEET.  POINT OBSERVED UPON, SPIRE ON THE TOP
 LB2469'OF CLOCK TOWER.
 LB2469
 LB2469                          STATION RECOVERY (1970)
 LB2469
 LB2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2469'TIPTON TIPTON CO COURTHOUSE CLOCK TOWER.  STATION WAS RECOVERED
 LB2469'AS DESCRIBED IN THE 1954 DESCRIPTION AND WAS FOUND TO BE IN GOOD
 LB2469'CONDITION.  POINT INTERSECTED WAS SPIRE ON TOP OF CLOCK TOWER.
 LB2469'
 LB2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN TIPTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5393 ***********************************************************************
 DM5393  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5393  DESIGNATION -  TIPTON CORS ARP
 DM5393  CORS_ID     -  INTP
 DM5393  PID         -  DM5393
 DM5393  STATE/COUNTY-  IN/TIPTON
 DM5393  COUNTRY     -  US
 DM5393  USGS QUAD   -  TIPTON (2019)
 DM5393
 DM5393                         *CURRENT SURVEY CONTROL
 DM5393  ______________________________________________________________________
 DM5393* NAD 83(2011) POSITION- 40 16 49.30674(N) 086 03 19.84559(W)   ADJUSTED
 DM5393* NAD 83(2011) ELLIP HT-   236.745 (meters)        (04/??/25)   ADJUSTED
 DM5393* NAD 83(2011) EPOCH   -  2010.00
 DM5393  ______________________________________________________________________
 DM5393  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 DM5393  NAD 83(2011) X  -    335,200.874 (meters)                     COMP
 DM5393  NAD 83(2011) Y  - -4,861,276.587 (meters)                     COMP
 DM5393  NAD 83(2011) Z  -  4,101,937.124 (meters)                     COMP
 DM5393
 DM5393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5393  Standards:
 DM5393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5393  -------------------------------------------------------------------
 DM5393  NETWORK    0.08   0.07           0.02   0.04   0.04     -0.36604300
 DM5393  -------------------------------------------------------------------
 DM5393
 DM5393.The coordinates were established by GPS observations
 DM5393.and adjusted by the National Geodetic Survey in April 2025.
 DM5393
 DM5393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5393.been affixed to the stable North American Tectonic Plate. 
 DM5393
 DM5393.The coordinates are valid at the epoch date displayed above
 DM5393.which is a decimal equivalence of Year/Month/Day.
 DM5393
 DM5393.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5393.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5393.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5393.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5393.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5393.published epoch of 2010.00.
 DM5393
 DM5393.Additional information on MYCS is available at:
 DM5393.https://geodesy.noaa.gov/CORS/index.shtml
 DM5393
 DM5393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5393.GEOID18 height accuracy estimate available here.
 DM5393
 DM5393.The PID for the CORS L1 Phase Center is DS2892.
 DM5393
 DM5393.Click photographs - Photos may exist for this station.
 DM5393
 DM5393.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5393
 DM5393.The ellipsoidal height was determined by GPS observations
 DM5393.and is referenced to NAD 83.
 DM5393
 DM5393. The following values were computed from the NAD 83(2011) position.
 DM5393
 DM5393;                    North         East     Units Scale Factor Converg.
 DM5393;SPC IN E     -   558,719.903    66,932.200   MT  0.99998012   -0 15 05.0
 DM5393;SPC IN E     - 1,833,066.88    219,593.39   sFT  0.99998012   -0 15 05.0
 DM5393;UTM  16      - 4,459,303.401   580,291.071   MT  0.99967936   +0 36 38.4
 DM5393
 DM5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5393!SPC IN E     -   0.99996286  x   0.99998012  =   0.99994298
 DM5393!UTM  16      -   0.99996286  x   0.99967936  =   0.99964223
 DM5393
 DM5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8029159303(NAD 83)
 DM5393
 DM5393                          SUPERSEDED SURVEY CONTROL
 DM5393
 DM5393  NAD 83(2011)-  40 16 49.30685(N)    086 03 19.84558(W) AD(2010.00) c
 DM5393  ELLIP H (06/??/19)  236.743  (m)                       GP(2010.00) c c
 DM5393  NAD 83(2011)-  40 16 49.30690(N)    086 03 19.84556(W) AD(2010.00) c
 DM5393  ELLIP H (08/??/11)  236.736  (m)                       GP(2010.00) c c
 DM5393  NAD 83(CORS)-  40 16 49.30733(N)    086 03 19.84660(W) AD(2002.00) c
 DM5393  ELLIP H (02/??/11)  236.724  (m)                       GP(2002.00) c c
 DM5393
 DM5393.Superseded values are not recommended for survey control.
 DM5393
 DM5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5393.See file dsdata.pdf to determine how the superseded data were derived.
 DM5393
 DM5393_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5393
 DM5393                          STATION DESCRIPTION
 DM5393
 DM5393'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5393'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5393'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5393'AND LOG FILES ACCESSIBLE AT:
 DM5393'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2471 ***********************************************************************
 LB2471  DESIGNATION -  TIPTON FARM BUR COOP ELEV
 LB2471  PID         -  LB2471
 LB2471  STATE/COUNTY-  IN/TIPTON
 LB2471  COUNTRY     -  US
 LB2471  USGS QUAD   -  TIPTON (2019)
 LB2471
 LB2471                         *CURRENT SURVEY CONTROL
 LB2471  ______________________________________________________________________
 LB2471* NAD 83(1997) POSITION- 40 17 45.41291(N) 086 02 41.56431(W)   ADJUSTED
 LB2471  ______________________________________________________________________
 LB2471  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 LB2471  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2471  HORZ ORDER      -  THIRD
 LB2471
 LB2471.The horizontal coordinates were established by classical geodetic methods
 LB2471.and adjusted by the National Geodetic Survey in May 1999.
 LB2471
 LB2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2471.GEOID18 height accuracy estimate available here.
 LB2471
 LB2471.Click photographs - Photos may exist for this station.
 LB2471
 LB2471.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2471
 LB2471. The following values were computed from the NAD 83(1997) position.
 LB2471
 LB2471;                    North         East     Units Scale Factor Converg.
 LB2471;SPC IN E     -   560,446.504    67,843.887   MT  0.99997939   -0 14 40.6
 LB2471;SPC IN E     - 1,838,731.57    222,584.49   sFT  0.99997939   -0 14 40.6
 LB2471;UTM  16      - 4,461,043.004   581,176.408   MT  0.99968112   +0 37 03.9
 LB2471
 LB2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8117661043(NAD 83)
 LB2471
 LB2471                          SUPERSEDED SURVEY CONTROL
 LB2471
 LB2471  NAD 83(1986)-  40 17 45.41735(N)    086 02 41.57894(W) AD(       ) 3
 LB2471  NAD 27      -  40 17 45.27600(N)    086 02 41.63700(W) AD(       ) 3
 LB2471
 LB2471.Superseded values are not recommended for survey control.
 LB2471
 LB2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2471.See file dsdata.pdf to determine how the superseded data were derived.
 LB2471
 LB2471_MARKER: 65 = GRAIN ELEVATOR
 LB2471
 LB2471  HISTORY     - Date     Condition        Report By
 LB2471  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2471
 LB2471                          STATION DESCRIPTION
 LB2471
 LB2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2471'STATION IS THE CENTER OF THE TOP OF THE GRAIN ELEVATOR OF THE FARM
 LB2471'BUREAU CO-OP, LOCATED ABOUT 250 FEET EAST OF GREEN STREET IN THE
 LB2471'NORTH SECTION OF TIPTON.  IT IS A CONCRETE STRUCTURE ABOUT 40 FEET
 LB2471'SQUARE AT THE BASE AND ABOUT 165 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2473 ***********************************************************************
 LB2473  DESIGNATION -  TIPTON MUNICIPAL TANK
 LB2473  PID         -  LB2473
 LB2473  STATE/COUNTY-  IN/TIPTON
 LB2473  COUNTRY     -  US
 LB2473  USGS QUAD   -  TIPTON (2019)
 LB2473
 LB2473                         *CURRENT SURVEY CONTROL
 LB2473  ______________________________________________________________________
 LB2473* NAD 83(1997) POSITION- 40 16 23.16009(N) 086 02 34.96586(W)   ADJUSTED
 LB2473  ______________________________________________________________________
 LB2473  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 LB2473  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 LB2473  HORZ ORDER      -  THIRD
 LB2473
 LB2473.The horizontal coordinates were established by classical geodetic methods
 LB2473.and adjusted by the National Geodetic Survey in May 1999.
 LB2473
 LB2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2473.GEOID18 height accuracy estimate available here.
 LB2473
 LB2473.Click photographs - Photos may exist for this station.
 LB2473
 LB2473.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2473
 LB2473. The following values were computed from the NAD 83(1997) position.
 LB2473
 LB2473;                    North         East     Units Scale Factor Converg.
 LB2473;SPC IN E     -   557,908.871    67,988.947   MT  0.99997928   -0 14 35.9
 LB2473;SPC IN E     - 1,830,406.02    223,060.40   sFT  0.99997928   -0 14 35.9
 LB2473;UTM  16      - 4,458,508.597   581,359.580   MT  0.99968148   +0 37 07.1
 LB2473
 LB2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8135958508(NAD 83)
 LB2473
 LB2473                          SUPERSEDED SURVEY CONTROL
 LB2473
 LB2473  NAD 83(1986)-  40 16 23.16370(N)    086 02 34.97979(W) AD(       ) 3
 LB2473  NAD 27      -  40 16 23.02939(N)    086 02 35.02651(W) AD(       ) 3
 LB2473
 LB2473.Superseded values are not recommended for survey control.
 LB2473
 LB2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2473.See file dsdata.pdf to determine how the superseded data were derived.
 LB2473
 LB2473_MARKER: 53 = ELEVATED TANK
 LB2473
 LB2473  HISTORY     - Date     Condition        Report By
 LB2473  HISTORY     - 1970     FIRST OBSERVED   NGS
 LB2473
 LB2473                          STATION DESCRIPTION
 LB2473
 LB2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2473'THE STATION IS LOCATED 3/4 MILE SOUTH OF DOWNTOWN TIPTON,
 LB2473'0.05 MILE WEST OF INDIANA HIGHWAY 19, AND ABOUT 300 FEET
 LB2473'NORTHWEST OF THE NORTHWEST CORNER OF THE TIPTON COUNTY MEMORIAL
 LB2473'HOSPITAL.
 LB2473'
 LB2473'TO REACH FROM THE COURTHOUSE IN DOWNTOWN TIPTON, GO SOUTH ON
 LB2473'SOUTH MAIN STREET FOR 0.7 MILE TO THE NORTH ENTRANCE TO THE
 LB2473'HOSPITAL ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 LB2473'FOR ABOUT 250 FEET TO THE NORTHWEST CORNER OF THE PARKING LOT
 LB2473'AND THE WATER TANK.
 LB2473'
 LB2473'THE STATION IS THE TOP CENTER OF A PEDESTAL-SPHERE TYPE TANK,
 LB2473'ABOUT 100 FEET HIGH, PAINTED LIGHT GREEN, WITH THE LETTERS
 LB2473'TIPTON PAINTED ON THE SOUTHEAST AND NORTHWEST SIDES OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2468 ***********************************************************************
 LB2468  DESIGNATION -  TIPTON NORTH MUNICIPAL TANK
 LB2468  PID         -  LB2468
 LB2468  STATE/COUNTY-  IN/TIPTON
 LB2468  COUNTRY     -  US
 LB2468  USGS QUAD   -  TIPTON (2019)
 LB2468
 LB2468                         *CURRENT SURVEY CONTROL
 LB2468  ______________________________________________________________________
 LB2468* NAD 83(1997) POSITION- 40 17 39.01388(N) 086 02 36.62338(W)   ADJUSTED
 LB2468  ______________________________________________________________________
 LB2468  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 LB2468  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2468  HORZ ORDER      -  THIRD
 LB2468
 LB2468.The horizontal coordinates were established by classical geodetic methods
 LB2468.and adjusted by the National Geodetic Survey in May 1999.
 LB2468
 LB2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2468.GEOID18 height accuracy estimate available here.
 LB2468
 LB2468.Click photographs - Photos may exist for this station.
 LB2468
 LB2468.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2468
 LB2468. The following values were computed from the NAD 83(1997) position.
 LB2468
 LB2468;                    North         East     Units Scale Factor Converg.
 LB2468;SPC IN E     -   560,248.638    67,959.738   MT  0.99997930   -0 14 37.4
 LB2468;SPC IN E     - 1,838,082.41    222,964.57   sFT  0.99997930   -0 14 37.4
 LB2468;UTM  16      - 4,460,846.962   581,295.188   MT  0.99968135   +0 37 07.0
 LB2468
 LB2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8129560846(NAD 83)
 LB2468
 LB2468                          SUPERSEDED SURVEY CONTROL
 LB2468
 LB2468  NAD 83(1986)-  40 17 39.01846(N)    086 02 36.63797(W) AD(       ) 3
 LB2468  NAD 27      -  40 17 38.88400(N)    086 02 36.68200(W) AD(       ) 3
 LB2468
 LB2468.Superseded values are not recommended for survey control.
 LB2468
 LB2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2468.See file dsdata.pdf to determine how the superseded data were derived.
 LB2468
 LB2468_MARKER: 53 = ELEVATED TANK
 LB2468
 LB2468  HISTORY     - Date     Condition        Report By
 LB2468  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2468
 LB2468                          STATION DESCRIPTION
 LB2468
 LB2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2468'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 LB2468'LOCATED ABOUT 0.1 MILE EAST OF GREEN STREET IN THE NORTH SECTION
 LB2468'OF TIPTON.  IT IS A STEEL TANK SUPPORTED BY A 6 LEGGED STEEL
 LB2468'STRUCTURE, IS ABOUT 125 FEET HIGH AND IS PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2462 ***********************************************************************
 LB2462  DESIGNATION -  TIPTON ST JOHN THE BAP CATH CH
 LB2462  PID         -  LB2462
 LB2462  STATE/COUNTY-  IN/TIPTON
 LB2462  COUNTRY     -  US
 LB2462  USGS QUAD   -  TIPTON (2019)
 LB2462
 LB2462                         *CURRENT SURVEY CONTROL
 LB2462  ______________________________________________________________________
 LB2462* NAD 83(1997) POSITION- 40 17 09.21015(N) 086 02 12.87390(W)   ADJUSTED
 LB2462  ______________________________________________________________________
 LB2462  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 LB2462  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 LB2462  HORZ ORDER      -  THIRD
 LB2462
 LB2462.The horizontal coordinates were established by classical geodetic methods
 LB2462.and adjusted by the National Geodetic Survey in May 1999.
 LB2462
 LB2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2462.GEOID18 height accuracy estimate available here.
 LB2462
 LB2462.Click photographs - Photos may exist for this station.
 LB2462
 LB2462.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2462
 LB2462. The following values were computed from the NAD 83(1997) position.
 LB2462
 LB2462;                    North         East     Units Scale Factor Converg.
 LB2462;SPC IN E     -   559,327.019    68,516.805   MT  0.99997886   -0 14 21.8
 LB2462;SPC IN E     - 1,835,058.73    224,792.22   sFT  0.99997886   -0 14 21.8
 LB2462;UTM  16      - 4,459,934.102   581,865.891   MT  0.99968250   +0 37 22.0
 LB2462
 LB2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8186559934(NAD 83)
 LB2462
 LB2462                          SUPERSEDED SURVEY CONTROL
 LB2462
 LB2462  NAD 83(1986)-  40 17 09.21442(N)    086 02 12.89027(W) AD(       ) 3
 LB2462  NAD 27      -  40 17 09.07700(N)    086 02 12.93800(W) AD(       ) 3
 LB2462  USSD        -  40 17 09.10000(N)    086 02 12.80000(W) AD(       ) 3
 LB2462
 LB2462.Superseded values are not recommended for survey control.
 LB2462
 LB2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2462.See file dsdata.pdf to determine how the superseded data were derived.
 LB2462
 LB2462_MARKER: 90 = CHURCH SPIRE
 LB2462
 LB2462  HISTORY     - Date     Condition        Report By
 LB2462  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2462  HISTORY     - 1954     GOOD             CGS
 LB2462
 LB2462                          STATION DESCRIPTION
 LB2462
 LB2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2462'LOCATED IN THE NORTHEAST SECTION OF TIPTON ON THE WEST SIDE OF NORTH
 LB2462'MILL STREET.  IT IS A GREY STONE STRUCTURE WITH A BELL TOWER OVER
 LB2462'THE SOUTHEAST CORNER AND A SPIRE WITH A GOLD PAINTED CROSS ON THE
 LB2462'TOP OF THE BELL TOWER ROOF.  POINT OBSERVED UPON, SPIRE AT THE APEX
 LB2462'OF BELL TOWER ROOF.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 LB2462'APPROXIMATELY 200 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2472 ***********************************************************************
 LB2472  DESIGNATION -  TIPTON STEEL PARTS CORP WTR TK
 LB2472  PID         -  LB2472
 LB2472  STATE/COUNTY-  IN/TIPTON
 LB2472  COUNTRY     -  US
 LB2472  USGS QUAD   -  TIPTON (2019)
 LB2472
 LB2472                         *CURRENT SURVEY CONTROL
 LB2472  ______________________________________________________________________
 LB2472* NAD 83(1997) POSITION- 40 17 36.13776(N) 086 02 37.58621(W)   ADJUSTED
 LB2472  ______________________________________________________________________
 LB2472  GEOID HEIGHT    -        -34.369 (meters)                     GEOID18
 LB2472  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 LB2472  HORZ ORDER      -  THIRD
 LB2472
 LB2472.The horizontal coordinates were established by classical geodetic methods
 LB2472.and adjusted by the National Geodetic Survey in May 1999.
 LB2472
 LB2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2472.GEOID18 height accuracy estimate available here.
 LB2472
 LB2472.Click photographs - Photos may exist for this station.
 LB2472
 LB2472.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2472
 LB2472. The following values were computed from the NAD 83(1997) position.
 LB2472
 LB2472;                    North         East     Units Scale Factor Converg.
 LB2472;SPC IN E     -   560,160.025    67,936.620   MT  0.99997932   -0 14 38.0
 LB2472;SPC IN E     - 1,837,791.68    222,888.73   sFT  0.99997932   -0 14 38.0
 LB2472;UTM  16      - 4,460,758.038   581,273.413   MT  0.99968131   +0 37 06.3
 LB2472
 LB2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8127360758(NAD 83)
 LB2472
 LB2472                          SUPERSEDED SURVEY CONTROL
 LB2472
 LB2472  NAD 83(1986)-  40 17 36.14192(N)    086 02 37.60126(W) AD(       ) 3
 LB2472  NAD 27      -  40 17 36.00300(N)    086 02 37.65000(W) AD(       ) 3
 LB2472
 LB2472.Superseded values are not recommended for survey control.
 LB2472
 LB2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2472.See file dsdata.pdf to determine how the superseded data were derived.
 LB2472
 LB2472_MARKER: 53 = ELEVATED TANK
 LB2472
 LB2472  HISTORY     - Date     Condition        Report By
 LB2472  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2472
 LB2472                          STATION DESCRIPTION
 LB2472
 LB2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2472'STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE STEEL PARTS
 LB2472'CORP. LOCATED ABOUT 0.1 MILE EAST OF GREEN STREET IN THE NORTH
 LB2472'SECTION OF TIPTON.  IT IS A STEEL TANK SUPPORTED BY A 4 LEGGED
 LB2472'STEEL STRUCTURE, IS ABOUT 100 FEET HIGH AND IS PAINTED SILVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1465 ***********************************************************************
 HA1465  DESIGNATION -  TOBIN
 HA1465  PID         -  HA1465
 HA1465  STATE/COUNTY-  IN/PERRY
 HA1465  COUNTRY     -  US
 HA1465  USGS QUAD   -  CLOVERPORT (2019)
 HA1465
 HA1465                         *CURRENT SURVEY CONTROL
 HA1465  ______________________________________________________________________
 HA1465* NAD 83(1997) POSITION- 37 51 04.81679(N) 086 38 07.95731(W)   ADJUSTED
 HA1465* NAVD 88 ORTHO HEIGHT -   125.    (meters)      410.    (feet) SCALED
 HA1465  ______________________________________________________________________
 HA1465  GEOID HEIGHT    -        -31.921 (meters)                     GEOID18
 HA1465  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 HA1465  HORZ ORDER      -  SECOND
 HA1465
 HA1465.The horizontal coordinates were established by classical geodetic methods
 HA1465.and adjusted by the National Geodetic Survey in May 1999.
 HA1465
 HA1465.The orthometric height was scaled from a topographic map.
 HA1465
 HA1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1465.GEOID18 height accuracy estimate available here.
 HA1465
 HA1465.Click photographs - Photos may exist for this station.
 HA1465
 HA1465.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1465
 HA1465. The following values were computed from the NAD 83(1997) position.
 HA1465
 HA1465;                    North         East     Units Scale Factor Converg.
 HA1465;SPC IN W     -   289,088.323   939,408.516   MT  0.99998579   +0 16 29.2
 HA1465;SPC IN W     -   948,450.61  3,082,042.77   sFT  0.99998579   +0 16 29.2
 HA1465;SPC KY1Z     - 1,168,841.466 1,422,072.337   MT  0.99990504   -0 32 37.3
 HA1465;SPC KY1Z     - 3,834,774.04  4,665,582.33   sFT  0.99990504   -0 32 37.3
 HA1465;SPC KY S     -   668,829.670   422,065.994   MT  0.99998606   -0 32 13.4
 HA1465;SPC KY S     - 2,194,318.68  1,384,728.18   sFT  0.99998606   -0 32 13.4
 HA1465;UTM  16      - 4,189,383.445   532,062.831   MT  0.99961266   +0 13 25.1
 HA1465
 HA1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1465!SPC IN W     -   0.99998541  x   0.99998579  =   0.99997120
 HA1465!SPC KY1Z     -   0.99998541  x   0.99990504  =   0.99989045
 HA1465!SPC KY S     -   0.99998541  x   0.99998606  =   0.99997147
 HA1465!UTM  16      -   0.99998541  x   0.99961266  =   0.99959808
 HA1465
 HA1465:                Primary Azimuth Mark                     Grid Az
 HA1465:SPC IN W     -  TOBIN AZ MK                              291 40 07.2
 HA1465:SPC KY1Z     -  TOBIN AZ MK                              292 29 13.7
 HA1465:SPC KY S     -  TOBIN AZ MK                              292 28 49.8
 HA1465:UTM  16      -  TOBIN AZ MK                              291 43 11.3
 HA1465
 HA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3206289383(NAD 83)
 HA1465
 HA1465|---------------------------------------------------------------------|
 HA1465| PID    Reference Object                     Distance      Geod. Az  |
 HA1465|                                                           dddmmss.s |
 HA1465| CG9285 TOBIN RM 1                           22.556 METERS 10019     |
 HA1465| HA1459 CLOVERPORT MURRAY BRICK CO STK      APPROX. 1.5 KM 1303903.1 |
 HA1465| HA1461 CLOVERPORT MUNICIPAL TANK           APPROX. 1.8 KM 1730230.4 |
 HA1465| CG9284 TOBIN AZ MK                                        2915636.4 |
 HA1465| CG9286 TOBIN RM 2                           31.760 METERS 32600     |
 HA1465|---------------------------------------------------------------------|
 HA1465
 HA1465                          SUPERSEDED SURVEY CONTROL
 HA1465
 HA1465  NAD 83(1993)-  37 51 04.81680(N)    086 38 07.95731(W) AD(       ) 2
 HA1465  NAD 83(1986)-  37 51 04.82437(N)    086 38 07.96213(W) AD(       ) 2
 HA1465  NAD 27      -  37 51 04.62500(N)    086 38 08.01800(W) AD(       ) 2
 HA1465
 HA1465.Superseded values are not recommended for survey control.
 HA1465
 HA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1465.See file dsdata.pdf to determine how the superseded data were derived.
 HA1465
 HA1465_MARKER: DS = TRIANGULATION STATION DISK
 HA1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1465_STAMPING: TOBIN 1946
 HA1465_MARK LOGO: CGS
 HA1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 HA1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1465+STABILITY: SURFACE MOTION
 HA1465
 HA1465  HISTORY     - Date     Condition        Report By
 HA1465  HISTORY     - 1946     MONUMENTED       CGS
 HA1465  HISTORY     - 19890713 POOR             USGS
 HA1465  HISTORY     - 20000309 POOR             DI
 HA1465
 HA1465                          STATION DESCRIPTION
 HA1465
 HA1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1465'THE STATION IS LOCATED 0.15 MILE NORTH ON STATE HIGHWAY 166 FROM THE
 HA1465'POST OFFICE IN TOBINSPORT, 55.5 FEET WEST OF A FENCE CORNER, 37
 HA1465'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHWEST
 HA1465'OF A STANDARD REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND THE
 HA1465'DISK IS STAMPED TOBIN 1946.
 HA1465'
 HA1465'REFERENCE MARK NO. 1 IS 74.00 FEET EAST OF THE STATION, 34 FEET
 HA1465'NORTHWEST OF A POWERLINE POLE AND 32 FEET EAST OF THE CENTERLINE
 HA1465'OF THE HIGHWAY.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HA1465'TOBIN 1 1946.
 HA1465'
 HA1465'REFERENCE MARK NO. 2 IS 104.20 FEET NORTH OF THE STATION, ABOUT 100
 HA1465'FEET SOUTH OF A FENCE CORNER, 56 FEET WEST OF THE CENTERLINE OF
 HA1465'THE HIGHWAY AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 HA1465'INCHES AND THE DISK IS STAMPED TOBIN NO 2 1946.
 HA1465'
 HA1465'THE AZIMUTH MARK IS 0.55 MILE NORTHWEST ON STATE HIGHWAY 166 FROM THE
 HA1465'POST OFFICE IN TOBINSPORT, APPROXIMATELY 0.3 MILE NORTHWEST OF THE
 HA1465'STATION, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19.5 FEET
 HA1465'NORTHWEST OF A TELEPHONE POLE AND 3 FEET NORTH OF A STANDARD
 HA1465'REFERENCE POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HA1465'TOBIN 1946.
 HA1465'
 HA1465'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1465
 HA1465                          STATION RECOVERY (1989)
 HA1465
 HA1465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (FJK)
 HA1465'MARK RECOVERED IN POOR CONDITION.
 HA1465
 HA1465                          STATION RECOVERY (2000)
 HA1465
 HA1465'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 HA1465'STATION MARK - FOUND CONCRETE BASE, BRASS DISK WAS GONE.  RM 1 - NOT
 HA1465'FOUND.  RM 2 - FOUND IN GOOD CONDITION.  GOOD GPS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1996 ***********************************************************************
 LA1996  DESIGNATION -  TOCSIN
 LA1996  PID         -  LA1996
 LA1996  STATE/COUNTY-  IN/WELLS
 LA1996  COUNTRY     -  US
 LA1996  USGS QUAD   -  PREBLE (2019)
 LA1996
 LA1996                         *CURRENT SURVEY CONTROL
 LA1996  ______________________________________________________________________
 LA1996* NAD 83(1997) POSITION- 40 49 49.17075(N) 085 05 27.91653(W)   ADJUSTED
 LA1996* NAVD 88 ORTHO HEIGHT -   252.99  (+/-2cm)      830.0   (feet) VERTCON3
 LA1996  ______________________________________________________________________
 LA1996  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 LA1996  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 LA1996  HORZ ORDER      -  THIRD
 LA1996  VERT ORDER      -  THIRD ? (See Below)
 LA1996
 LA1996.The horizontal coordinates were established by classical geodetic methods
 LA1996.and adjusted by the National Geodetic Survey in May 1999.
 LA1996
 LA1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1996
 LA1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1996.GEOID18 height accuracy estimate available here.
 LA1996
 LA1996.The vertical order pertains to the NGVD 29 superseded value.
 LA1996
 LA1996.Click photographs - Photos may exist for this station.
 LA1996
 LA1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1996
 LA1996. The following values were computed from the NAD 83(1997) position.
 LA1996
 LA1996;                    North         East     Units Scale Factor Converg.
 LA1996;SPC IN E     -   619,875.494   148,548.899   MT  0.99999567   +0 22 34.8
 LA1996;SPC IN E     - 2,033,708.18    487,364.18   sFT  0.99999567   +0 22 34.8
 LA1996;UTM  16      - 4,521,675.269   660,957.803   MT  0.99991888   +1 14 54.1
 LA1996
 LA1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1996!SPC IN E     -   0.99996558  x   0.99999567  =   0.99996125
 LA1996!UTM  16      -   0.99996558  x   0.99991888  =   0.99988447
 LA1996
 LA1996:                Primary Azimuth Mark                     Grid Az
 LA1996:SPC IN E     -  TOCSIN AZ MK                             082 32 39.6
 LA1996:UTM  16      -  TOCSIN AZ MK                             081 40 20.3
 LA1996
 LA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6095721675(NAD 83)
 LA1996
 LA1996|---------------------------------------------------------------------|
 LA1996| PID    Reference Object                     Distance      Geod. Az  |
 LA1996|                                                           dddmmss.s |
 LA1996| CD1328 TOCSIN AZ MK                                       0825514.4 |
 LA1996| CD1329 TOCSIN RM 1                          22.522 METERS 18312     |
 LA1996| CD1331 TOCSIN RM 3                          18.789 METERS 28612     |
 LA1996| CD1330 TOCSIN RM 2                          23.976 METERS 31005     |
 LA1996|---------------------------------------------------------------------|
 LA1996
 LA1996                          SUPERSEDED SURVEY CONTROL
 LA1996
 LA1996  NAD 83(1995)-  40 49 49.17114(N)    085 05 27.92130(W) AD(       ) 3
 LA1996  NAD 83(1986)-  40 49 49.17303(N)    085 05 27.93157(W) AD(       ) 3
 LA1996  NAD 27      -  40 49 48.99920(N)    085 05 28.04700(W) AD(       ) 3
 LA1996  NGVD 29             253.13   (m)          830.5    (f) LEVELING    3  
 LA1996
 LA1996.Superseded values are not recommended for survey control.
 LA1996
 LA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1996.See file dsdata.pdf to determine how the superseded data were derived.
 LA1996
 LA1996_MARKER: DS = TRIANGULATION STATION DISK
 LA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1996_STAMPING: TOCSIN 1955
 LA1996_MARK LOGO: CGS
 LA1996_PROJECTION: FLUSH
 LA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1996+STABILITY: SURFACE MOTION
 LA1996
 LA1996  HISTORY     - Date     Condition        Report By
 LA1996  HISTORY     - 1955     MONUMENTED       CGS
 LA1996  HISTORY     - 1959     SEE DESCRIPTION  USGS
 LA1996  HISTORY     - 1964     GOOD             CGS
 LA1996
 LA1996                          STATION DESCRIPTION
 LA1996
 LA1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1996'THE STATION IS 1.0 MILE EAST OF THE POST OFFICE IN TOCSIN, IN THE
 LA1996'SOUTHWEST ANGLE OF THE
 LA1996'JUNCTION OF U.S. HIGHWAY 224 AND STATE HIGHWAY 301.  IT IS 84 FEET
 LA1996'SOUTHWEST OF THE CENTER OF A
 LA1996'T-JUNCTION FORMED BY THE HIGHWAYS, 75 FEET NORTH OF A 4-INCH BY
 LA1996'4-INCH WHITE WITNESS POST AND 57 FEET
 LA1996'SOUTHEAST OF A POWERLINE POLE.
 LA1996'
 LA1996'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 224 FOR
 LA1996'0.25 MILE TO THE MARK ON THE
 LA1996'LEFT.
 LA1996'
 LA1996'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA1996'TOCSIN 1955.
 LA1996'
 LA1996'REFERENCE MARK 1 IS 39 FEET WEST OF THE CENTER OF HIGHWAY 301.  THE
 LA1996'MARK IS FLUSH WITH THE GROUND,
 LA1996'AND THE DISK IS STAMPED TOCSIN NO 1 1955.
 LA1996'
 LA1996'REFERENCE MARK 2 IS 22 FEET SOUTH OF THE CENTER OF HIGHWAY 224 AND 22
 LA1996'FEET NORTHWEST OF A
 LA1996'POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA1996'STAMPED TOCSIN NO 2 1955.
 LA1996'
 LA1996'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTER OF HIGHWAY 224, 2
 LA1996'FEET WEST OF A TELEPHONE POLE
 LA1996'AND 2 FEET WEST OF A 4-INCH BY 4-INCH WHITE WITNESS POST.  THE MARK
 LA1996'IS FLUSH WITH THE GROUND, AND THE DISK
 LA1996'IS STAMPED TOCSIN 1955.
 LA1996'
 LA1996'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA1996
 LA1996                          STATION RECOVERY (1959)
 LA1996
 LA1996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1996'REFERENCE MARK 2 DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 LA1996
 LA1996                          STATION RECOVERY (1964)
 LA1996
 LA1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA1996'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA1996'DESCRIBED, EXCEPT THAT THE
 LA1996'DESCRIBED LOCATION OF NO. 2 R.M. IS NOW COVERED BY HWY. PAVEMENT.
 LA1996'NO. 3 REFERENCE MARK WAS SET.
 LA1996'
 LA1996'ABOUT 1.0 MILES E ALONG NO. 224 U.S. HWY. FROM THE MAIN CROSSROADS IN
 LA1996'TOCSIN, IN THE SW ANGLE OF
 LA1996'T-INTERSECTION OF THE SAID AND NO. 301 INDIANA HWY., 74-1/2 FEET S OF
 LA1996'CENTER LINE OF THE ONE, 2.1 FEET
 LA1996'LOWER THAN SAME, AND 33 FEET W OF CENTER LINE OF THE OTHER,
 LA1996'STANDARD DISKS ARE STAMPED TOCSIN AND SET IN
 LA1996'1B AND 7A MARKS WITH THE UPPER ONE FLUSH.
 LA1996'
 LA1996'R.M. STAMPED TOCSIN NO 1 1955, NOTE 11B, FLUSH, IS 22.522 METERS OF
 LA1996'73.89 FEET S IN AZIMUTH 3 DEG 13
 LA1996'MIN FROM STATION, 39 FEET W OF CENTER LINE OF HWY., 1.5 FEET LOWER
 LA1996'THAN SAME, AND 32-1/2 FEET S OF CONCRETE
 LA1996'HWY. RIGHT-OF-WAY MARKER.
 LA1996'
 LA1996'R.M. STAMPED TOCSIN NO. 3 1964, NOTE 11B, FLUSH, IS 18.789 METERS OR
 LA1996'61.64 FEET WNW IN AZIMUTH 106
 LA1996'DEG 12 MIN FROM STATION, 55-1/2 FEET S OF CENTER LINE OF THE HWY.,
 LA1996'1.7 FEET LOWER THAN SAME, AND 1.9 FEET SE OF
 LA1996'STEEL WITNESS POST.
 LA1996'
 LA1996'AZIMUTH MARK STAMPED TOCSIN 1955, NOTE 16B, FLUSH, IS ABOUT 0.25 MILE
 LA1996'E IN AZIMUTH 262 DEG 55 MIN
 LA1996'14.6 SEC FROM STATION, ON CREST OF SLIGHT RIDGE, 39 FEET N OF CENTER
 LA1996'LINE OF HWY., 0.4 FOOT LOWER THAN SAME, 2 FEET
 LA1996'W OF NO. 19059 TELEPHONE POLE, AND 2.5 FEET E OF STEEL
 LA1996'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1698 ***********************************************************************
 MD1698  DESIGNATION -  TOPEKA
 MD1698  PID         -  MD1698
 MD1698  STATE/COUNTY-  IN/LAGRANGE
 MD1698  COUNTRY     -  US
 MD1698  USGS QUAD   -  TOPEKA (2019)
 MD1698
 MD1698                         *CURRENT SURVEY CONTROL
 MD1698  ______________________________________________________________________
 MD1698* NAD 83(1997) POSITION- 41 32 58.65901(N) 085 35 51.93494(W)   ADJUSTED
 MD1698* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 MD1698  ______________________________________________________________________
 MD1698  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 MD1698  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 MD1698  HORZ ORDER      -  SECOND
 MD1698
 MD1698.The horizontal coordinates were established by classical geodetic methods
 MD1698.and adjusted by the National Geodetic Survey in May 1999.
 MD1698
 MD1698.The orthometric height was scaled from a topographic map.
 MD1698
 MD1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1698.GEOID18 height accuracy estimate available here.
 MD1698
 MD1698.Click photographs - Photos may exist for this station.
 MD1698
 MD1698.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1698
 MD1698. The following values were computed from the NAD 83(1997) position.
 MD1698
 MD1698;                    North         East     Units Scale Factor Converg.
 MD1698;SPC IN E     -   699,599.659   105,748.881   MT  0.99996707   +0 02 44.5
 MD1698;SPC IN E     - 2,295,269.88    346,944.45   sFT  0.99996707   +0 02 44.5
 MD1698;UTM  16      - 4,600,723.129   616,946.894   MT  0.99976831   +0 55 48.6
 MD1698
 MD1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1698!SPC IN E     -   0.99996227  x   0.99996707  =   0.99992935
 MD1698!UTM  16      -   0.99996227  x   0.99976831  =   0.99973059
 MD1698
 MD1698:                Primary Azimuth Mark                     Grid Az
 MD1698:SPC IN E     -  TOPEKA AZ MK                             000 37 13.1
 MD1698:UTM  16      -  TOPEKA AZ MK                             359 44 09.0
 MD1698
 MD1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1694600723(NAD 83)
 MD1698
 MD1698|---------------------------------------------------------------------|
 MD1698| PID    Reference Object                     Distance      Geod. Az  |
 MD1698|                                                           dddmmss.s |
 MD1698| CD1332 TOPEKA AZ MK                                       0003957.6 |
 MD1698| CD1333 TOPEKA RM 1                          30.843 METERS 00246     |
 MD1698| CD1334 TOPEKA RM 2                          32.796 METERS 15228     |
 MD1698| MD1627 LIGONIER LYONS AND GRNLEAF STK      APPROX. 9.1 KM 1750629.2 |
 MD1698| MD1697 CHICAGO NEW YORK AIRWAY BCN 11        6.740 METERS 26722     |
 MD1698|---------------------------------------------------------------------|
 MD1698
 MD1698                          SUPERSEDED SURVEY CONTROL
 MD1698
 MD1698  NAD 83(1995)-  41 32 58.66038(N)    085 35 51.94165(W) AD(       ) 2
 MD1698  NAD 83(1994)-  41 32 58.66017(N)    085 35 51.94406(W) AD(       ) 2
 MD1698  NAD 83(1986)-  41 32 58.66079(N)    085 35 51.94513(W) AD(       ) 2
 MD1698  NAD 27      -  41 32 58.48070(N)    085 35 52.00090(W) AD(       ) 2
 MD1698
 MD1698.Superseded values are not recommended for survey control.
 MD1698
 MD1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1698.See file dsdata.pdf to determine how the superseded data were derived.
 MD1698
 MD1698_MARKER: DS = TRIANGULATION STATION DISK
 MD1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1698_STAMPING: TOPEKA 1947
 MD1698_MARK LOGO: CGS
 MD1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1698+STABILITY: SURFACE MOTION
 MD1698
 MD1698  HISTORY     - Date     Condition        Report By
 MD1698  HISTORY     - 1947     MONUMENTED       CGS
 MD1698  HISTORY     - 1960     GOOD             CGS
 MD1698  HISTORY     - 19940520 GOOD             USPSQD
 MD1698
 MD1698                          STATION DESCRIPTION
 MD1698
 MD1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1698'STATION IS LOCATED ABOUT 6 MILES NORTH OF LIGONIER AND 3 MILES WEST OF
 MD1698'TOPEKA.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD, 22.1 FEET EAST
 MD1698'OF THE CENTER OF AIRWAY BEACON NO. 11 (TO CHICAGO)  10 FEET NORTH OF
 MD1698'THE NORTH LANE FENCE, 7 FEET WEST OF THE WEST ROAD RIGHT-OF-WAY FENCE
 MD1698'AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 MD1698'INCHES AND THE DISK IS STAMPED TOPEKA 1947.
 MD1698'
 MD1698'REFERENCE MARK NO. 1 IS 101.19 FEET NORTH OF THE STATION IN THE WEST
 MD1698'RIGHT-OF-WAY FENCE.  IT IS 19 FEET WEST OF THE CENTER OF THE ROAD.
 MD1698'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TOPEKA NO 1
 MD1698'1947.
 MD1698'
 MD1698'REFERENCE MARK NO. 2 IS 107.60 FEET SOUTHEAST OF THE STATION IN THE
 MD1698'EAST RIGHT-OF-WAY FENCE.  IT IS 20 FEET EAST OF THE CENTER OF THE
 MD1698'ROAD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED TOPEKA
 MD1698'NO 2 1947.
 MD1698'
 MD1698'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION IN THE SOUTHEAST ANGLE
 MD1698'OF A CROSSROAD.  IT IS 21 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MD1698'ROAD, 64 FEET SOUTH OF THE EAST-WEST ROAD, 2 FEET SOUTH OF A WHITE
 MD1698'WITNESS POST AND IN THE EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 MD1698'ABOUT 3 INCHES AND THE DISK IS STAMPED TOPEKA 1947.
 MD1698'
 MD1698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1698'HIGHWAY 5 IN LIGONIER GO NORTH ON HIGHWAY 5 FOR 6.45 MILES TO A
 MD1698'CROSSROAD, TURN LEFT AND GO WEST FOR ONE MILE TO A CROSSROAD AND THE
 MD1698'AZIMUTH MARK IN THE SOUTHEAST ANGLE, TURN LEFT AND GO SOUTH FOR 0.25
 MD1698'MILE TO AIRWAY BEACON NO. 11 ON THE RIGHT AND STATION AS DESCRIBED.
 MD1698'
 MD1698'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1698
 MD1698                          STATION RECOVERY (1960)
 MD1698
 MD1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1698'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1698'DESCRIBED.  CHICAGO-NEW YORK AIRWAY BEACON NO. 11 TO WHICH A 6.74
 MD1698'METERS TRAVERSE CONNECTION WAS MADE HAS BEEN REMOVED WITHOUT TRACE OF
 MD1698'IT LEFT EXCEPT THE POWER LINE THAT SERVICED IT.
 MD1698'
 MD1698'ABOUT 3.0 MILES W ALONG ASPHALT COUNTY ROAD FROM THE BUSINESS CORNER
 MD1698'IN TOPEKA THENCE N ON GRAVEL ROAD 0.75 MILE TO STATION ON LEFT, 29
 MD1698'FEET W OF CENTER LINE OF ROAD, 11 FEET N OF N FENCE OF LANE, AND 7
 MD1698'FEET W OF ROAD W R/W FENCE, STANDARD DISKS ARE STAMPED TOPEKA 1947 AND
 MD1698'SET IN 1A AND 7A MARKS, THE UPPER MARK FLUSH WITH THE GROUND SURFACE.
 MD1698'
 MD1698'REFERENCE STAMPED TOPEKA NO 1 1947, NOTE 11A, FLUSH, IS 101.17 FEET OR
 MD1698'30.837 METERS N IN AZIMUTH 182 DEG. 46 MIN. FROM STATION, 22 FEET W OF
 MD1698'CENTER LINE OF ROAD, IN THE R/W FENCE LINE, AND 1.5 FEET S OF STEEL
 MD1698'WITNESS POST.
 MD1698'
 MD1698'REFERENCE STAMPED TOPEKA NO 2 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1698'107.60 FEET OR 32.797 METERS SSE OF STATION IN AZIMUTH 332 DEG. 28
 MD1698'MIN. THEREFROM, 88 FEET S OF FENCE T-INTERSECTION, 20 FEET E OF CENTER
 MD1698'LINE OF ROAD, AND ONE FOOT W OF THE RIGHT-OF-WAY FENCE.
 MD1698'
 MD1698'AZIMUTH STAMPED TOPEKA 1947, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT
 MD1698'0.25 MILE N OF STATION, 63 FEET S OF CENTER LINE OF E-W ASPHALT ROAD,
 MD1698'20 FEET E OF CENTER LINE OF THE GRAVEL ROAD, AND 2 FEET S OF A STEEL
 MD1698'WITNESS POST.
 MD1698
 MD1698                          STATION RECOVERY (1994)
 MD1698
 MD1698'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2359 ***********************************************************************
 ME2359  DESIGNATION -  TOTO
 ME2359  PID         -  ME2359
 ME2359  STATE/COUNTY-  IN/STARKE
 ME2359  COUNTRY     -  US
 ME2359  USGS QUAD   -  KNOX WEST (2019)
 ME2359
 ME2359                         *CURRENT SURVEY CONTROL
 ME2359  ______________________________________________________________________
 ME2359* NAD 83(1997) POSITION- 41 17 44.48380(N) 086 43 04.69275(W)   ADJUSTED
 ME2359* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 ME2359  ______________________________________________________________________
 ME2359  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME2359  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 ME2359  HORZ ORDER      -  FIRST
 ME2359
 ME2359.The horizontal coordinates were established by classical geodetic methods
 ME2359.and adjusted by the National Geodetic Survey in May 1999.
 ME2359
 ME2359.The orthometric height was scaled from a topographic map.
 ME2359
 ME2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2359.GEOID18 height accuracy estimate available here.
 ME2359
 ME2359.Click photographs - Photos may exist for this station.
 ME2359
 ME2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2359
 ME2359. The following values were computed from the NAD 83(1997) position.
 ME2359
 ME2359;                    North         East     Units Scale Factor Converg.
 ME2359;SPC IN W     -   671,459.861   930,601.113   MT  0.99997819   +0 14 28.0
 ME2359;SPC IN W     - 2,202,947.89  3,053,147.15   sFT  0.99997819   +0 14 28.0
 ME2359;UTM  16      - 4,571,620.649   523,612.831   MT  0.99960686   +0 11 10.1
 ME2359
 ME2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2359!SPC IN W     -   0.99997302  x   0.99997819  =   0.99995121
 ME2359!UTM  16      -   0.99997302  x   0.99960686  =   0.99957989
 ME2359
 ME2359:                Primary Azimuth Mark                     Grid Az
 ME2359:SPC IN W     -  TOTO AZ MK                               093 08 59.7
 ME2359:UTM  16      -  TOTO AZ MK                               093 12 17.6
 ME2359
 ME2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2361271620(NAD 83)
 ME2359
 ME2359|---------------------------------------------------------------------|
 ME2359| PID    Reference Object                     Distance      Geod. Az  |
 ME2359|                                                           dddmmss.s |
 ME2359| CM4714 TOTO RM 1                            27.681 METERS 05530     |
 ME2359| ME2355 KNOX MUNICIPAL STANDPIPE            APPROX. 7.8 KM 0872449.1 |
 ME2359| ME2356 KNOX CO CTHSE CLOCK TOWER           APPROX. 8.0 KM 0872704.4 |
 ME2359| CM4713 TOTO AZ MK                                         0932327.7 |
 ME2359| ME2358 TT 25 F                              43.660 METERS 17056     |
 ME2359|---------------------------------------------------------------------|
 ME2359
 ME2359                          SUPERSEDED SURVEY CONTROL
 ME2359
 ME2359  NAD 83(1986)-  41 17 44.48872(N)    086 43 04.69965(W) AD(       ) 1
 ME2359  NAD 27      -  41 17 44.34140(N)    086 43 04.64490(W) AD(       ) 1
 ME2359
 ME2359.Superseded values are not recommended for survey control.
 ME2359
 ME2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2359.See file dsdata.pdf to determine how the superseded data were derived.
 ME2359
 ME2359_MARKER: DS = TRIANGULATION STATION DISK
 ME2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2359_STAMPING: TOTO 1948
 ME2359_MARK LOGO: CGS
 ME2359_PROJECTION: FLUSH
 ME2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2359+STABILITY: SURFACE MOTION
 ME2359
 ME2359  HISTORY     - Date     Condition        Report By
 ME2359  HISTORY     - 1948     MONUMENTED       CGS
 ME2359  HISTORY     - 1952     GOOD             CGS
 ME2359  HISTORY     - 1969     GOOD             CGS
 ME2359
 ME2359                          STATION DESCRIPTION
 ME2359
 ME2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2359'STATION IS LOCATED 6 MILES NORTHEAST OF NORTH JUDSON, 5 MILES WEST OF
 ME2359'KNOX AND 3 MILES NORTHWEST OF TOTO IN THE NORTHWEST ANGLE OF A GRAVEL
 ME2359'CROSSROAD.  IT IS 127 FEET NORTHWEST OF THE INTERSECTION OF THE
 ME2359'CROSSROAD, 52 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 36 FEET NORTH
 ME2359'OF THE NORTHEAST CORNER OF A FRAME BUILDING, 35 FEET SOUTHWEST OF A 24
 ME2359'INCH MAPLE TREE AND 32 FEET EAST OF AN 24 INCH MAPLE TREE.  THE MARK
 ME2359'IS FLUSH AND THE DISK IS STAMPED TOTO 1948.
 ME2359'
 ME2359'REFERENCE MARK NO. 1 IS 90.82 FEET NORTHEAST OF THE STATION.  IT IS 24
 ME2359'FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A WHITE
 ME2359'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED TOTO
 ME2359'NO 1 1948.
 ME2359'
 ME2359'TT NO 25 F (USGS AND SS) B.M. IS 43.24 FEET SOUTH OF THE STATION AND
 ME2359'WAS USED AS A REFERENCE MARK.  IT IS 100 FEET NORTHEAST OF THE
 ME2359'NORTHEAST CORNER OF A FRAME HOUSE, 35 FEET SOUTHWEST OF THE
 ME2359'INTERSECTION OF THE CROSSROAD, 2 FEET NORTH OF A FENCE LINE AND 2 FEET
 ME2359'WEST OF A TELEPHONE POLE, THE MARK IS A 6 X 6 INCH CONCRETE POST FLUSH
 ME2359'WITH THE GROUND WITH A STANDARD USGS AND SS BENCH MARK DISK STAMPED TT
 ME2359'NO 25 F 1928.
 ME2359'
 ME2359'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 26 FEET NORTH
 ME2359'OF THE CENTER OF A PAVED ROAD 2 FEET WEST OF A WHITE WITNESS POST AND
 ME2359'1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 ME2359'IS STAMPED TOTO 1948.
 ME2359'
 ME2359'TO REACH THE STATION FROM THE NEW YORK CENTRAL RAILROAD CROSSING IN
 ME2359'TOTO GO NORTH ON A PAVED ROAD FOR 2.55 MILES TO A PAVED CROSSROAD,
 ME2359'TURN LEFT AND GO WEST FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2359'DESCRIBED.  CONTINUE FOR 0.3 MILE TO A GRAVEL CROSSROAD AND THE
 ME2359'STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 ME2359'
 ME2359'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2359
 ME2359                          STATION RECOVERY (1952)
 ME2359
 ME2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LSW)
 ME2359'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2359'CONDITION.  THE DISTANCES TO THE AZIMUTH MARK, REFERENCE MARK NO. 1
 ME2359'AND TT 25 F (USGS AND SS) B.M.  CHECKED.  THE DIRECTION TO THE BENCH
 ME2359'MARK CHECKED BUT THE DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK
 ME2359'NO. 1 DID NOT CHECK.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2359'
 ME2359'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2359
 ME2359                          STATION RECOVERY (1969)
 ME2359
 ME2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2359'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 ME2359'THE FOLLOWING.
 ME2359'
 ME2359'THE STATION MARK IS NOW 1 INCH UNDERGROUND, 1 FT (0.3 M) SOUTH OF A
 ME2359'METAL WITNESS POST AND THE FRAME BUILDING IS THE JACKSON TOWNSHIP
 ME2359'COMMUNITY BUILDING.
 ME2359'
 ME2359'THE AZIMUTH MARK IS 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST,
 ME2359'102 FT (31.1 M) WEST OF A TELEPHONE POLE AND 145 FT (44.2 M) WEST OF
 ME2359'THE CENTERLINE OF A DRIVEWAY NORTH.
 ME2359'
 ME2359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MI (4.8 KM)
 ME2359'NORTHWEST OF TOTO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1761 ***********************************************************************
 JA1761  DESIGNATION -  TOWER
 JA1761  PID         -  JA1761
 JA1761  STATE/COUNTY-  IN/CRAWFORD
 JA1761  COUNTRY     -  US
 JA1761  USGS QUAD   -  LEAVENWORTH (2019)
 JA1761
 JA1761                         *CURRENT SURVEY CONTROL
 JA1761  ______________________________________________________________________
 JA1761* NAD 83(1997) POSITION- 38 14 40.18099(N) 086 21 30.80497(W)   ADJUSTED
 JA1761* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 JA1761  ______________________________________________________________________
 JA1761  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 JA1761  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 JA1761  HORZ ORDER      -  SECOND
 JA1761
 JA1761.The horizontal coordinates were established by classical geodetic methods
 JA1761.and adjusted by the National Geodetic Survey in May 1999.
 JA1761
 JA1761.The orthometric height was scaled from a topographic map.
 JA1761
 JA1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1761.GEOID18 height accuracy estimate available here.
 JA1761
 JA1761.Click photographs - Photos may exist for this station.
 JA1761
 JA1761.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1761
 JA1761. The following values were computed from the NAD 83(1997) position.
 JA1761
 JA1761;                    North         East     Units Scale Factor Converg.
 JA1761;SPC IN W     -   332,880.149   963,445.249   MT  1.00001622   +0 26 55.2
 JA1761;SPC IN W     - 1,092,124.29  3,160,903.29   sFT  1.00001622   +0 26 55.2
 JA1761;UTM  16      - 4,233,137.280   556,129.776   MT  0.99963880   +0 23 49.5
 JA1761
 JA1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1761!SPC IN W     -   0.99997009  x   1.00001622  =   0.99998631
 JA1761!UTM  16      -   0.99997009  x   0.99963880  =   0.99960890
 JA1761
 JA1761:                Primary Azimuth Mark                     Grid Az
 JA1761:SPC IN W     -  RIDDLE                                   287 34 51.6
 JA1761:UTM  16      -  RIDDLE                                   287 37 57.3
 JA1761
 JA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5612933137(NAD 83)
 JA1761
 JA1761|---------------------------------------------------------------------|
 JA1761| PID    Reference Object                     Distance      Geod. Az  |
 JA1761|                                                           dddmmss.s |
 JA1761| CG9291 TOWER RM 3                           59.052 METERS 01858     |
 JA1761| CG9292 TOWER RM 4                           25.680 METERS 06753     |
 JA1761| CG9289 TOWER RM 1                                         06858     |
 JA1761| JA1765 LEAVENWORTH MUNICIPAL TANK          APPROX. 4.8 KM 1692825.6 |
 JA1761| CG9287 TOWER AZ MK                                        2025521.8 |
 JA1761| CG9290 TOWER RM 2                           72.872 METERS 21028     |
 JA1761| JA1786 RIDDLE                              APPROX. 6.3 KM 2880146.8 |
 JA1761| CG9288 TOWER REF POINT A                    55.878 METERS 28959     |
 JA1761|---------------------------------------------------------------------|
 JA1761
 JA1761                          SUPERSEDED SURVEY CONTROL
 JA1761
 JA1761  NAD 83(1993)-  38 14 40.18355(N)    086 21 30.80694(W) AD(       ) 2
 JA1761  NAD 83(1986)-  38 14 40.18686(N)    086 21 30.81016(W) AD(       ) 2
 JA1761  NAD 27      -  38 14 39.95700(N)    086 21 30.89000(W) AD(       ) 2
 JA1761
 JA1761.Superseded values are not recommended for survey control.
 JA1761
 JA1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1761.See file dsdata.pdf to determine how the superseded data were derived.
 JA1761
 JA1761_MARKER: DS = TRIANGULATION STATION DISK
 JA1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1761_STAMPING: TOWER 1946
 JA1761_MARK LOGO: CGS
 JA1761_PROJECTION: RECESSED 30 CENTIMETERS
 JA1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1761+STABILITY: SURFACE MOTION
 JA1761
 JA1761  HISTORY     - Date     Condition        Report By
 JA1761  HISTORY     - 1946     MONUMENTED       CGS
 JA1761  HISTORY     - 1971     GOOD             NGS
 JA1761
 JA1761                          STATION DESCRIPTION
 JA1761
 JA1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1761'THE STATION IS 3-1/2 MILES NORTH OF LEAVENWORTH, AND ABOUT 110 YARDS
 JA1761'NORTH OF THE ROAD T-INTERSECTION AT THE TOWER POST OFFICE AND STORE.
 JA1761'IT IS IN A FIELD, 50 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JA1761'66, AND 33 FEET SOUTHWEST OF A FENCE T-INTERSECTION.  THE MARK IS 12
 JA1761'INCHES UNDERGROUND AND IS STAMPED TOWER 1946.
 JA1761'
 JA1761'REFERENCE MARK NO. 1 IS 83.10 FEET NORTHEAST OF THE STATION AND 1
 JA1761'FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1761'DISK IS STAMPED TOWER NO 1 1946.
 JA1761'
 JA1761'REFERENCE MARK NO. 2 IS 239.30 FEET SOUTHWEST OF THE STATION, 48 FEET
 JA1761'SOUTHWEST OF A POWERLINE POLE, 20 FEET EAST OF THE CENTERLINE OF
 JA1761'STATE HIGHWAY 66 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 1
 JA1761'INCH AND THE DISK IS STAMPED TOWER NO 2 1946.
 JA1761'
 JA1761'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 73 FEET NORTH OF A
 JA1761'TELEPHONE POLE AND 22 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 JA1761'66.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED TOWER 1946.
 JA1761'
 JA1761'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1761
 JA1761                          STATION RECOVERY (1971)
 JA1761
 JA1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JA1761'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 JA1761'IN EXCELLENT CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 JA1761'NO. 1 WAS FOUND UPROOTED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 JA1761'COULD NOT BE FOUND AND IS THOUGHT TO HAVE BEEN DESTROYED BY
 JA1761'GRADING OF THE TOP OF A BACKSLOPE ALONG STATE ROUTE 66.  THE
 JA1761'REFERENCE MARK NO. 2 WILL BE DESTROYED BY CONSTRUCTION ALONG STATE
 JA1761'ROUTE 66 FOR AN INTERCHANGE WITH INTERSTATE ROUTE 64.  THE STATION
 JA1761'WILL BE COVERED BY A LOW FILL FOR A TEMPORARY RUN-AROUND DURING
 JA1761'CONSTRUCTION, BUT THE AREA WILL BE BROUGHT BACK TO THE ORIGINAL
 JA1761'GROUND LEVEL OF THE FIELD AFTER CONSTRUCTION IS COMPLETED, AND AS
 JA1761'THE MARK IS AT THE PRESENT 12-INCHES BELOW GROUND LEVEL, IT
 JA1761'SHOULD IN NO WAY BE DISTURBED.  TWO NEW REFERENCE MARKS NO. 3 AND
 JA1761'NO. 4 AND A REFERENCE POINT A (CHISELED CROSS IN CONCRETE STEPS)
 JA1761'WERE ESTABLISHED THIS DATE.  THE HORIZONTAL MEASURED DISTANCE
 JA1761'BETWEEN THE STATION MARK AND REFERENCE MARK NO. 2 WAS MADE WITH A
 JA1761'300 FOOT STEEL TAPE UNDER 10 KILOGRAM TENSION, AND CHECKED THE
 JA1761'ORIGINAL MEASUREMENT - 0.02 OF A FOOT BEFORE ANY SAG CORRECTION
 JA1761'WAS APPLIED, AND WAS CONSIDERED AN ACCEPTABLE CHECK.  THE STATION
 JA1761'WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 JA1761'REFERENCE MARK NO. 2 AND THE NEWLY ESTABLISHED MARKS, AND ALL
 JA1761'DISTANCE MEASUREMENTS MADE.  WHEN THE WORK WAS COMPLETED THE
 JA1761'REFERENCE MARK NO. 2 WAS COMPLETELY DESTROYED AND THE DISK
 JA1761'REMOVED.
 JA1761'
 JA1761'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JA1761'
 JA1761'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF LEAVENWORTH, ABOUT
 JA1761'800 FEET NORTH OF THE INTERSTATE ROUTE 64 AND STATE ROUTE 66
 JA1761'INTERCHANGE, AND IN A CORN FIELD ON THE PROPERTY OF THE TOWER FRUIT
 JA1761'FARMS INC.
 JA1761'
 JA1761'TO REACH THE STATION FROM THE NEW POST OFFICE IN LEAVENWORTH, GO
 JA1761'SOUTH ONE BLOCK TO A T STREET.  HERE TURN RIGHT AND GO WESTERLY FOR
 JA1761'ABOUT 0.1 OF A MILE TO THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 JA1761'ROUTE 62.  HERE TURN RIGHT ON U. S. HIGHWAY 460 AND STATE ROUTE
 JA1761'62 AND GO NORTHWESTERLY FOR 0.95 OF A MILE TO THE JUNCTION OF
 JA1761'STATE ROUTE 66 ON THE RIGHT, TURN RIGHT ON STATE ROUTE 66 AND GO
 JA1761'NORTH-NORTHWESTERLY AND NORTHERLY FOR 3.0 MILES TO THE FARM HOME OF
 JA1761'HERDISH CONDOR ON THE LEFT AND THE STATION ON THE RIGHT AS
 JA1761'DESCRIBED.  THIS POINT IS ABOUT 800 FEET NORTH OF THE INTERSTATE
 JA1761'ROUTE 64 AND STATE ROUTE 66 INTERCHANGE NOW UNDER
 JA1761'CONSTRUCTION.
 JA1761'
 JA1761'THE STATION IS 161 FEET EAST-SOUTHEAST AND ACROSS STATE ROUTE 66
 JA1761'FROM THE CONCRETE STEPS LEADING INTO THE CONDOR FARM HOME, 140 FEET
 JA1761'SOUTH OF A WOVEN WIRE FENCE, 71 FEET EAST-SOUTHEAST OF THE
 JA1761'APPROXIMATE CENTER OF STATE ROUTE 66, 21 FEET EAST-SOUTHEAST OF THE
 JA1761'RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 JA1761'SIGN, AND IN A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN
 JA1761'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 12 INCHES
 JA1761'BELOW THE SURFACE OF THE FIELD AND THE DISK IS STAMPED TOWER 1946.
 JA1761'
 JA1761'REFERENCE MARK NO. 3 IS 71 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 JA1761'CENTER OF STATE ROUTE 66, 60 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JA1761'CORNER OF THE TOWER FARM HOUSE, 50 FEET SOUTH OF AN 18-INCH SPRUCE
 JA1761'TREE, 21 FEET EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 6 FEET
 JA1761'WEST OF A 6-INCH TULIP POPLAR TREE, 1.0 FOOT NORTH OF A WOVEN
 JA1761'WIRE FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND
 JA1761'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 JA1761'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1761'TOWER 1946 NO 3 1971.
 JA1761'
 JA1761'REFERENCE MARK NO. 4 IS 148 FEET SOUTH OF A WOVEN WIRE FENCE, 132
 JA1761'FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 66,
 JA1761'82 FEET EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF
 JA1761'AN OLD WIRE FENCE, AND 1.1 FEET WEST OF A METAL WITNESS POST AND
 JA1761'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 16-INCH, ROUND,
 JA1761'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1761'TOWER 1946 NO 4 1971.
 JA1761'
 JA1761'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 JA1761'REFERENCE MARK NO. 4 IS 152.32 FEET - (46.427) METERS.
 JA1761'
 JA1761'REFERENCE POINT A IS A CHISELED CROSS IN THE NORTHWEST CORNER OF THE
 JA1761'CONCRETE STEPS LEADING INTO THE HERDISH CONDOR FARM HOUSE ACROSS
 JA1761'STATE ROUTE 66 WEST-NORTHWEST OF THE STATION.  THE POINT OBSERVED
 JA1761'UPON AND MEASURED TO WAS THE CENTER OF THE CHISELED CROSS.
 JA1761'
 JA1761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 JA1761'NORTH OF LEAVENWORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1956 ***********************************************************************
 KA1956  DESIGNATION -  TRACTION
 KA1956  PID         -  KA1956
 KA1956  STATE/COUNTY-  IN/MARION
 KA1956  COUNTRY     -  US
 KA1956  USGS QUAD   -  MAYWOOD (2019)
 KA1956
 KA1956                         *CURRENT SURVEY CONTROL
 KA1956  ______________________________________________________________________
 KA1956* NAD 83(1997) POSITION- 39 42 26.34638(N) 086 08 21.74920(W)   ADJUSTED
 KA1956* NAVD 88 ORTHO HEIGHT -   225.97  (+/-2cm)      741.4   (feet) VERTCON3
 KA1956  ______________________________________________________________________
 KA1956  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 KA1956  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 KA1956  HORZ ORDER      -  SECOND
 KA1956  VERT ORDER      -  THIRD ? (See Below)
 KA1956
 KA1956.The horizontal coordinates were established by classical geodetic methods
 KA1956.and adjusted by the National Geodetic Survey in May 1999.
 KA1956
 KA1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1956
 KA1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1956.GEOID18 height accuracy estimate available here.
 KA1956
 KA1956.The vertical order pertains to the NGVD 29 superseded value.
 KA1956
 KA1956.Click photographs - Photos may exist for this station.
 KA1956
 KA1956.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1956
 KA1956. The following values were computed from the NAD 83(1997) position.
 KA1956
 KA1956;                    North         East     Units Scale Factor Converg.
 KA1956;SPC IN E     -   495,128.586    59,463.084   MT  0.99998689   -0 18 07.2
 KA1956;SPC IN E     - 1,624,434.37    195,088.47   sFT  0.99998689   -0 18 07.2
 KA1956;UTM  16      - 4,395,627.251   573,775.908   MT  0.99966701   +0 32 59.5
 KA1956
 KA1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1956!SPC IN E     -   0.99996980  x   0.99998689  =   0.99995669
 KA1956!UTM  16      -   0.99996980  x   0.99966701  =   0.99963682
 KA1956
 KA1956:                Primary Azimuth Mark                     Grid Az
 KA1956:SPC IN E     -  SHELBY                                   000 02 02.0
 KA1956:UTM  16      -  SHELBY                                   359 10 55.3
 KA1956
 KA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7377595627(NAD 83)
 KA1956
 KA1956|---------------------------------------------------------------------|
 KA1956| PID    Reference Object                     Distance      Geod. Az  |
 KA1956|                                                           dddmmss.s |
 KA1956| CD1335 TRACTION RM                          14.760 METERS 07822     |
 KA1956| KA1955 SHELBY                              APPROX. 1.2 KM 3594354.8 |
 KA1956|---------------------------------------------------------------------|
 KA1956
 KA1956                          SUPERSEDED SURVEY CONTROL
 KA1956
 KA1956  NAD 83(1986)-  39 42 26.35180(N)    086 08 21.77432(W) AD(       ) 2
 KA1956  NAD 27      -  39 42 26.19000(N)    086 08 21.82400(W) AD(       ) 2
 KA1956  USSD        -  39 42 26.25400(N)    086 08 21.58800(W) AD(       ) 3
 KA1956  NGVD 29             226.10   (m)          741.8    (f) LEVELING    3  
 KA1956
 KA1956.Superseded values are not recommended for survey control.
 KA1956
 KA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1956.See file dsdata.pdf to determine how the superseded data were derived.
 KA1956
 KA1956_MARKER: DS = TRIANGULATION STATION DISK
 KA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1956_STAMPING: TRACTION 1920
 KA1956_MARK LOGO: CGS
 KA1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1956+STABILITY: SURFACE MOTION
 KA1956
 KA1956  HISTORY     - Date     Condition        Report By
 KA1956  HISTORY     - 1920     MONUMENTED       CGS
 KA1956  HISTORY     - 1935     GOOD             CGS
 KA1956  HISTORY     - 1960     MARK NOT FOUND   CGS
 KA1956  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1956
 KA1956                          STATION DESCRIPTION
 KA1956
 KA1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1956'ON SHELBY STREET, WHERE THE PENNSYLVANIA RAILROAD CROSSES THAT STREET
 KA1956'AND THE INTERURBAN, ABOUT 4 MILES S OF THE CENTER OF
 KA1956'INDIANAPOLIS, 5.115 METERS, 16.78 FEET, W OF THE W AND NEAREST RAIL
 KA1956'OF THE PENNSYLVANIA RAILROAD, AND 1.610 METERS, 5.28 FEET, E OF
 KA1956'THE E AND NEAREST RAIL OF THE INTERURBAN, ABOUT 235 YARDS N OF
 KA1956'PENNSYLVANIA RAILROAD MILEPOST I 4. THE STATION, UNDERGROUND AND
 KA1956'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1956'THE REFERENCE MARK IS ACROSS THE
 KA1956'PENNSYLVANIA RAILROAD TRACK AND NEAR THE E RIGHT-OF-WAY FENCE, 14.76
 KA1956'METERS, 48.43 FEET, FROM THE STATION N 78 DEG 22 MIN E.
 KA1956
 KA1956                          STATION RECOVERY (1935)
 KA1956
 KA1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1956'STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED. FOUND IN GOOD
 KA1956'CONDITION. SHELBY STREET HAS BEEN REBUILT AND PAVED WITH
 KA1956'CONCRETE. WHEN THE STREET WAS BUILT THE MARK WAS NOT DISTURBED. THE
 KA1956'CONCRETE WAS POURED AROUND THE CONCRETE BLOCK. THE TOP OF
 KA1956'THE CONCRETE BLOCK AND STATION MARK IS ABOUT 3/4 INCH BELOW THE LEVEL
 KA1956'OF THE CONCRETE PAVEMENT. TOP OF CONCRETE BLOCK 12 INCHES
 KA1956'SQUARE IS COVERED TO THE LEVEL WITH THE CONCRETE WITH BLACK ASPHALT
 KA1956'CEMENT.  THE MARK IS DIRECTLY IN THE CENTER OF THE SQUARE OF
 KA1956'ASPHALT.
 KA1956
 KA1956                          STATION RECOVERY (1960)
 KA1956
 KA1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WJB)
 KA1956'THE REFERENCE MARK HAS BEEN MOVED DUE TO GRADING WORK OF
 KA1956'RAILROAD TRACKS.
 KA1956
 KA1956                          STATION RECOVERY (1975)
 KA1956
 KA1956'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1956'DID NOT RECOVER STATION OR REFERENCE MARKS.
 KA1956'
 KA1956'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH SIDE OF
 KA1956'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2360 ***********************************************************************
 ME2360  DESIGNATION -  TRACY
 ME2360  PID         -  ME2360
 ME2360  STATE/COUNTY-  IN/LA PORTE
 ME2360  COUNTRY     -  US
 ME2360  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME2360
 ME2360                         *CURRENT SURVEY CONTROL
 ME2360  ______________________________________________________________________
 ME2360* NAD 83(1997) POSITION- 41 28 35.00138(N) 086 40 32.94069(W)   ADJUSTED
 ME2360* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 ME2360  ______________________________________________________________________
 ME2360  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME2360  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 ME2360  HORZ ORDER      -  SECOND
 ME2360
 ME2360.The horizontal coordinates were established by classical geodetic methods
 ME2360.and adjusted by the National Geodetic Survey in May 1999.
 ME2360
 ME2360.The orthometric height was scaled from a topographic map.
 ME2360
 ME2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2360.GEOID18 height accuracy estimate available here.
 ME2360
 ME2360.Click photographs - Photos may exist for this station.
 ME2360
 ME2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2360
 ME2360. The following values were computed from the NAD 83(1997) position.
 ME2360
 ME2360;                    North         East     Units Scale Factor Converg.
 ME2360;SPC IN W     -   691,543.689   934,037.321   MT  0.99998092   +0 16 11.7
 ME2360;SPC IN W     - 2,268,839.59  3,064,420.78   sFT  0.99998092   +0 16 11.7
 ME2360;UTM  16      - 4,591,693.700   527,067.066   MT  0.99960902   +0 12 53.0
 ME2360
 ME2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2360!SPC IN W     -   0.99997145  x   0.99998092  =   0.99995237
 ME2360!UTM  16      -   0.99997145  x   0.99960902  =   0.99958048
 ME2360
 ME2360:                Primary Azimuth Mark                     Grid Az
 ME2360:SPC IN W     -  TRACY AZ MK                              090 43 43.5
 ME2360:UTM  16      -  TRACY AZ MK                              090 47 02.2
 ME2360
 ME2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2706791693(NAD 83)
 ME2360
 ME2360|---------------------------------------------------------------------|
 ME2360| PID    Reference Object                     Distance      Geod. Az  |
 ME2360|                                                           dddmmss.s |
 ME2360| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 3.0 KM 0072028.9 |
 ME2360| ME2430 KINGSBURY ORDNANCE PLANT TK 2       APPROX. 5.2 KM 0284212.1 |
 ME2360| ME2422 KINGSBURY ORDNANCE PLANT TK 3       APPROX. 3.7 KM 0320144.1 |
 ME2360| ME2361 KINGSBURY ORD PLANT TANK 4          APPROX. 4.1 KM 0504823.0 |
 ME2360| CM4716 TRACY RM 1                           33.878 METERS 05905     |
 ME2360| ME2351 KINGSBURY ORD PLANT TANK 5          APPROX. 8.1 KM 0743833.0 |
 ME2360| CM4715 TRACY AZ MK                                        0905955.2 |
 ME2360| CM4717 TRACY RM 2                           25.336 METERS 29912     |
 ME2360|---------------------------------------------------------------------|
 ME2360
 ME2360                          SUPERSEDED SURVEY CONTROL
 ME2360
 ME2360  NAD 83(1986)-  41 28 35.00383(N)    086 40 32.94698(W) AD(       ) 2
 ME2360  NAD 27      -  41 28 34.84780(N)    086 40 32.88560(W) AD(       ) 2
 ME2360
 ME2360.Superseded values are not recommended for survey control.
 ME2360
 ME2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2360.See file dsdata.pdf to determine how the superseded data were derived.
 ME2360
 ME2360_MARKER: DS = TRIANGULATION STATION DISK
 ME2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2360_STAMPING: TRACY 1948
 ME2360_MARK LOGO: CGS
 ME2360_PROJECTION: FLUSH
 ME2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2360+STABILITY: SURFACE MOTION
 ME2360
 ME2360  HISTORY     - Date     Condition        Report By
 ME2360  HISTORY     - 1948     MONUMENTED       CGS
 ME2360  HISTORY     - 1958     GOOD             CGS
 ME2360
 ME2360                          STATION DESCRIPTION
 ME2360
 ME2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2360'STATION IS LOCATED 2 MILES WEST OF UNION CENTER AND 1 MILE SOUTHEAST
 ME2360'OF TRACY.  IT IS 125
 ME2360'FEET EAST OF A FRAME HOUSE, 49 FEET SOUTHWEST OF THE CENTER OF U.S.
 ME2360'HIGHWAY 6 AND 11 FEET NORTH OF A FENCE
 ME2360'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2360'DISK IS STAMPED TRACY 1948.
 ME2360'
 ME2360'REFERENCE MARK NO. 1 IS 111.15 FEET NORTHEAST OF THE STATION.  IT IS
 ME2360'36 FEET NORTHEAST OF THE CENTER OF
 ME2360'THE HIGHWAY, 12 FEET WEST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A
 ME2360'FENCE LINE.  THE MARK IS FLUSH AND
 ME2360'THE DISK IS STAMPED TRACY NO 1 1948.
 ME2360'
 ME2360'REFERENCE MARK NO. 2 IS 83.12 FEET NORTHWEST OF THE STATION.  IT IS
 ME2360'56 FEET EAST OF THE SOUTHEAST
 ME2360'CORNER OF A GARAGE AND 35 FEET SOUTHWEST OF THE CENTER OF THE
 ME2360'HIGHWAY.  THE MARK IS FLUSH AND THE
 ME2360'DISK IS STAMPED TRACY NO 2 1948.
 ME2360'
 ME2360'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 31 FEET
 ME2360'SOUTH OF THE CENTER OF THE
 ME2360'HIGHWAY, 13 FEET EAST OF THE CENTER OF AN ENTRANCE DRIVE AND 2 FEET
 ME2360'NORTH OF A WHITE WITNESS POST AND
 ME2360'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED TRACY
 ME2360'1948.
 ME2360'
 ME2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 35, 0.5
 ME2360'MILE SOUTH OF UNION CENTER GO
 ME2360'WEST ON HIGHWAY 6 FOR 1.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME2360'DESCRIBED.  CONTINUE FOR 0.4 MILE
 ME2360'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2360'
 ME2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2360
 ME2360                          STATION RECOVERY (1958)
 ME2360
 ME2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCB)
 ME2360'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 ME2360'IN GOOD CONDITION.
 ME2360'A SEARCH FOR REFERENCE MARK NO. 2 INDICATED THAT IT
 ME2360'HAD BEEN COVERED OVER BY ASPHALT.
 ME2360'
 ME2360'THE 1948 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2460 ***********************************************************************
 ME2460  DESIGNATION -  TRAIL
 ME2460  PID         -  ME2460
 ME2460  STATE/COUNTY-  IN/LA PORTE
 ME2460  COUNTRY     -  US
 ME2460  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2460
 ME2460                         *CURRENT SURVEY CONTROL
 ME2460  ______________________________________________________________________
 ME2460* NAD 83(1997) POSITION- 41 40 12.74805(N) 086 53 43.81104(W)   ADJUSTED
 ME2460* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 ME2460  ______________________________________________________________________
 ME2460  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 ME2460  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 ME2460  HORZ ORDER      -  THIRD
 ME2460
 ME2460.The horizontal coordinates were established by classical geodetic methods
 ME2460.and adjusted by the National Geodetic Survey in May 1999.
 ME2460
 ME2460.The orthometric height was scaled from a topographic map.
 ME2460
 ME2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2460.GEOID18 height accuracy estimate available here.
 ME2460
 ME2460.Click photographs - Photos may exist for this station.
 ME2460
 ME2460.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2460
 ME2460. The following values were computed from the NAD 83(1997) position.
 ME2460
 ME2460;                    North         East     Units Scale Factor Converg.
 ME2460;SPC IN W     -   713,006.301   915,641.456   MT  0.99996968   +0 07 29.6
 ME2460;SPC IN W     - 2,339,254.84  3,004,067.01   sFT  0.99996968   +0 07 29.6
 ME2460;UTM  16      - 4,613,166.103   508,698.729   MT  0.99960093   +0 04 10.1
 ME2460
 ME2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2460!SPC IN W     -   0.99997301  x   0.99996968  =   0.99994269
 ME2460!UTM  16      -   0.99997301  x   0.99960093  =   0.99957395
 ME2460
 ME2460:                Primary Azimuth Mark                     Grid Az
 ME2460:SPC IN W     -  OTIS RESET                               169 58 01.5
 ME2460:UTM  16      -  OTIS RESET                               170 01 21.0
 ME2460
 ME2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0869813166(NAD 83)
 ME2460
 ME2460|---------------------------------------------------------------------|
 ME2460| PID    Reference Object                     Distance      Geod. Az  |
 ME2460|                                                           dddmmss.s |
 ME2460| CM4718 TRAIL RM 1                           25.397 METERS 00742     |
 ME2460| ME2445 OTIS RESET                          APPROX. 9.2 KM 1700531.1 |
 ME2460| CM4719 TRAIL RM 2                           28.747 METERS 26029     |
 ME2460| ME2458 MICHIGAN CITY PULLMAN CAR TK        APPROX. 3.9 KM 3443122.1 |
 ME2460|---------------------------------------------------------------------|
 ME2460
 ME2460                          SUPERSEDED SURVEY CONTROL
 ME2460
 ME2460  NAD 83(1994)-  41 40 12.75228(N)    086 53 43.81415(W) AD(       ) 3
 ME2460  NAD 83(1986)-  41 40 12.75159(N)    086 53 43.81389(W) AD(       ) 3
 ME2460  NAD 27      -  41 40 12.60620(N)    086 53 43.70770(W) AD(       ) 3
 ME2460
 ME2460.Superseded values are not recommended for survey control.
 ME2460
 ME2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2460.See file dsdata.pdf to determine how the superseded data were derived.
 ME2460
 ME2460_MARKER: DS = TRIANGULATION STATION DISK
 ME2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2460_STAMPING: TRAIL 1952
 ME2460_MARK LOGO: CGS
 ME2460_PROJECTION: FLUSH
 ME2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2460+STABILITY: SURFACE MOTION
 ME2460
 ME2460  HISTORY     - Date     Condition        Report By
 ME2460  HISTORY     - 1952     MONUMENTED       CGS
 ME2460  HISTORY     - 1961     GOOD             THOMAS
 ME2460
 ME2460                          STATION DESCRIPTION
 ME2460
 ME2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2460'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF MICHIGAN CITY AND IS ON
 ME2460'PROPERTY OWNED BY GEORGE SCHMITT.  IT IS 133 FEET SOUTH OF THE CENTER
 ME2460'OF A FARM LANE, 99 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 ME2460'BUILDING, 15 FEET NORTH OF A FENCE LINE AND 15 FEET WEST OF A FENCE
 ME2460'LINE AND WHITE WITNESS POST.  THE MARK IS FUSH AND THE DISK IS STAMPED
 ME2460'TRAIL 1952.
 ME2460'
 ME2460'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 ME2460'BUILDING AND 1 FOOT WEST OF A GATE.  THE MARK IS FLUSH AND THE DISK IS
 ME2460'STAMPED TRAIL NO 1 1952.
 ME2460'
 ME2460'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 ME2460'FLUSH AND THE DISK IS STAMPED TRAIL NO 2 1952.
 ME2460'
 ME2460'BENCH MARK W 148 WAS USED AS AN AZIMUTH MARK.  IT IS 41 FEET NORTHWEST
 ME2460'OF THE INTERSECTION OF U.S. HIGHWAY 421 AND GRAVEL CROSSROAD, 20 FEET
 ME2460'NORTH OF A GRAVEL ROAD AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 ME2460'THE MARK IS A USC AND GS BENCH MARK DISK SET FLUSH IN A DRILL HOLE IN
 ME2460'A CONCRETE BRIDGE BUTMENT AND IS STAMPED W 148 1946.
 ME2460'
 ME2460'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 421 AND 20,
 ME2460'ABOUT 1-1/2 MILES SOUTH OF MICHIGAN CITY, GO SOUTH ON U.S. HIGHWAY 421
 ME2460'FOR 0.7 MILE TO DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A
 ME2460'GATE ON THE LEFT AND STATION AS DESCRIBED.
 ME2460'
 ME2460'*TO REACH THE BENCH MARK FROM THIS POINT, GO SOUTH ON U.S. HIGHWAY 421
 ME2460'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 ME2460'
 ME2460'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2460
 ME2460                          STATION RECOVERY (1961)
 ME2460
 ME2460'RECOVERY NOTE BY THOMAS ENG AND SURV 1961
 ME2460'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND UNDISTURBED.
 ME2460'AZIMUTH MARK (B.M.  W 14) WAS ALSO FOUND UNDISTURBED.  THE FENCE LINES
 ME2460'AS MENTIONED IN THE 1952 DESCRIPTION NO LONGER EXIST.  THE STATION IS
 ME2460'149.3 FT. WEST OF SOUTHWEST FENCE CORNER OF THE FENCE NOW SURROUNDING
 ME2460'THE LOAFING AREA ADJACENT TO THE MAIN BARN AND 297.1 FT NORTHEAST OF
 ME2460'THE SOUTHWEST FENCE CORNER OF THE FENCE NOW SURROUNDING A SMALL
 ME2460'PASTURE AREA AND MAIN FARM BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2288 ***********************************************************************
 HZ2288  DESIGNATION -  TRANSMISSION TWR N SIDE RIVER
 HZ2288  PID         -  HZ2288
 HZ2288  STATE/COUNTY-  IN/CLARK
 HZ2288  COUNTRY     -  US
 HZ2288  USGS QUAD   -  NEW ALBANY (2019)
 HZ2288
 HZ2288                         *CURRENT SURVEY CONTROL
 HZ2288  ______________________________________________________________________
 HZ2288* NAD 83(1997) POSITION- 38 17 17.31905(N) 085 46 37.05803(W)   ADJUSTED
 HZ2288  ______________________________________________________________________
 HZ2288  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 HZ2288  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 HZ2288  HORZ ORDER      -  THIRD
 HZ2288
 HZ2288.The horizontal coordinates were established by classical geodetic methods
 HZ2288.and adjusted by the National Geodetic Survey in May 1999.
 HZ2288
 HZ2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2288.GEOID18 height accuracy estimate available here.
 HZ2288
 HZ2288.Click photographs - Photos may exist for this station.
 HZ2288
 HZ2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2288
 HZ2288. The following values were computed from the NAD 83(1997) position.
 HZ2288
 HZ2288;                    North         East     Units Scale Factor Converg.
 HZ2288;SPC IN E     -   337,482.490    90,350.963   MT  0.99996781   -0 04 06.0
 HZ2288;SPC IN E     - 1,107,223.80    296,426.45   sFT  0.99996781   -0 04 06.0
 HZ2288;SPC KY1Z     - 1,216,952.377 1,497,641.446   MT  0.99993070   -0 00 59.6
 HZ2288;SPC KY1Z     - 3,992,617.92  4,913,511.98   sFT  0.99993070   -0 00 59.6
 HZ2288;SPC KY N     -    88,588.657   366,420.298   MT  0.99996694   -0 56 59.5
 HZ2288;SPC KY N     -   290,644.62  1,202,163.93   sFT  0.99996694   -0 56 59.5
 HZ2288;UTM  16      - 4,238,493.408   606,959.989   MT  0.99974089   +0 45 28.4
 HZ2288
 HZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0695938493(NAD 83)
 HZ2288
 HZ2288                          SUPERSEDED SURVEY CONTROL
 HZ2288
 HZ2288  NAD 83(1993)-  38 17 17.31905(N)    085 46 37.05804(W) AD(       ) 3
 HZ2288  NAD 83(1986)-  38 17 17.32328(N)    085 46 37.06549(W) AD(       ) 3
 HZ2288  NAD 27      -  38 17 17.08200(N)    085 46 37.20300(W) AD(       ) 3
 HZ2288
 HZ2288.Superseded values are not recommended for survey control.
 HZ2288
 HZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2288.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2288
 HZ2288_MARKER: 55 = TOWER
 HZ2288
 HZ2288  HISTORY     - Date     Condition        Report By
 HZ2288  HISTORY     - 1933     FIRST OBSERVED   CGS
 HZ2288  HISTORY     - 1963     GOOD             AEROS
 HZ2288
 HZ2288                          STATION DESCRIPTION
 HZ2288
 HZ2288'DESCRIBED BY AERO SERVICE CORPORATION 1963
 HZ2288'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0305 ***********************************************************************
 ME0305  DESIGNATION -  TRAV STA STARKE
 ME0305  PID         -  ME0305
 ME0305  STATE/COUNTY-  IN/MARSHALL
 ME0305  COUNTRY     -  US
 ME0305  USGS QUAD   -  PLYMOUTH (2019)
 ME0305
 ME0305                         *CURRENT SURVEY CONTROL
 ME0305  ______________________________________________________________________
 ME0305* NAD 83(1997) POSITION- 41 19 56.29293(N) 086 19 44.13700(W)   ADJUSTED
 ME0305* NAVD 88 ORTHO HEIGHT -   236.789 (meters)      776.87  (feet) ADJUSTED
 ME0305  ______________________________________________________________________
 ME0305  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 ME0305  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 ME0305  DYNAMIC HEIGHT  -        236.690 (meters)      776.54  (feet) COMP
 ME0305  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 ME0305
 ME0305  HORZ ORDER      -  SECOND
 ME0305  VERT ORDER      -  FIRST     CLASS II
 ME0305
 ME0305.The horizontal coordinates were established by classical geodetic methods
 ME0305.and adjusted by the National Geodetic Survey in May 1999.
 ME0305
 ME0305.The orthometric height was determined by differential leveling and
 ME0305.adjusted by the NATIONAL GEODETIC SURVEY
 ME0305.in June 1991.
 ME0305
 ME0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0305.GEOID18 height accuracy estimate available here.
 ME0305
 ME0305.Click photographs - Photos may exist for this station.
 ME0305
 ME0305.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0305
 ME0305.The dynamic height is computed by dividing the NAVD 88
 ME0305.geopotential number by the normal gravity value computed on the
 ME0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0305.degrees latitude (g = 980.6199 gals.).
 ME0305
 ME0305.The modeled gravity was interpolated from observed gravity values.
 ME0305
 ME0305. The following values were computed from the NAD 83(1997) position.
 ME0305
 ME0305;                    North         East     Units Scale Factor Converg.
 ME0305;SPC IN E     -   675,673.243    44,563.082   MT  1.00000447   -0 26 14.6
 ME0305;SPC IN E     - 2,216,771.30    146,204.04   sFT  1.00000447   -0 26 14.6
 ME0305;UTM  16      - 4,575,864.166   556,154.030   MT  0.99963881   +0 26 35.5
 ME0305
 ME0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0305!SPC IN E     -   0.99996816  x   1.00000447  =   0.99997263
 ME0305!UTM  16      -   0.99996816  x   0.99963881  =   0.99960698
 ME0305
 ME0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5615475864(NAD 83)
 ME0305
 ME0305|---------------------------------------------------------------------|
 ME0305| PID    Reference Object                     Distance      Geod. Az  |
 ME0305|                                                           dddmmss.s |
 ME0305| ME0306 JOSEPH                              355.792 METERS 23429     |
 ME0305|---------------------------------------------------------------------|
 ME0305
 ME0305                          SUPERSEDED SURVEY CONTROL
 ME0305
 ME0305  NAD 83(1986)-  41 19 56.29803(N)    086 19 44.14538(W) AD(       ) 2
 ME0305  NAD 27      -  41 19 56.14650(N)    086 19 44.12910(W) AD(       ) 2
 ME0305  USSD        -  41 19 56.17100(N)    086 19 43.94600(W) AD(       ) 3
 ME0305  NGVD 29 (??/??/92)  236.912  (m)          777.27   (f) ADJ UNCH    1 2
 ME0305  NGVD 29             236.91   (m)          777.3    (f) LEVELING    3  
 ME0305
 ME0305.Superseded values are not recommended for survey control.
 ME0305
 ME0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0305.See file dsdata.pdf to determine how the superseded data were derived.
 ME0305
 ME0305_MARKER: DS = TRIANGULATION STATION DISK
 ME0305_SETTING: 66 = SET IN ROCK OUTCROP
 ME0305_STAMPING: STARKE 1920
 ME0305_MARK LOGO: CGS
 ME0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME0305+STABILITY: POSITION/ELEVATION WELL
 ME0305
 ME0305  HISTORY     - Date     Condition        Report By
 ME0305  HISTORY     - 1920     MONUMENTED       CGS
 ME0305  HISTORY     - 1946     GOOD             CGS
 ME0305
 ME0305                          STATION DESCRIPTION
 ME0305
 ME0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0305'ABOUT 1-1/4 MILES
 ME0305'S OF PLYMOUTH, ON
 ME0305'THE E SIDE OF THE TRACK, 220 YARDS N OF THE
 ME0305'MILEPOST T.H. 158, 50 YARDS N OF THE
 ME0305'N END OF THE SECOND CURVE S
 ME0305'OF PLYMOUTH, 25 YARDS N OF THE BATTERY BOX FOR THE
 ME0305'SEMAPHORE
 ME0305'SIGNAL SYSTEM, 2.770 METERS (9.09 FEET) E OF THE E AND NEAREST
 ME0305'RAIL OF THE
 ME0305'VANDALIA RAILROAD.  THE STATION AND UNDERGROUND MARKS
 ME0305'ARE BRONZE TABLETS SET IN
 ME0305'CONCRETE.
 ME0305'THERE IS NO REFERENCE MARK.
 ME0305
 ME0305                          STATION RECOVERY (1946)
 ME0305
 ME0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0305'0.9 MI S FROM PLYMOUTH.
 ME0305'0.9 MILE SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0305'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0305'COUNTY, 220 YARDS NORTH OF MILEPOST TH 158, 50 YARDS NORTHEAST OF
 ME0305'THE NORTHEAST END OF THE SECOND CURVE SOUTH OF THE STATION,
 ME0305'14 YARDS SOUTHWEST OF A CONCRETE CULVERT UNDER THE TRACK, AT
 ME0305'THE NORTHEAST END OF A SMALL CUT, AND 3 YARDS SOUTHEAST OF
 ME0305'THE SOUTHEAST RAIL.  NOTE-- CHANGE ABOUT 3 YARDS SOUTHEAST OF THE
 ME0305'SOUTHEAST RAIL, TO READ-- 9.4 FEET SOUTHEAST OF THE SOUTHEAST
 ME0305'RAIL, ADD-- 17.1 FEET NORTHEAST OF A BLOCK SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0304 ***********************************************************************
 ME0304  DESIGNATION -  TRAV STA STUBEN
 ME0304  PID         -  ME0304
 ME0304  STATE/COUNTY-  IN/MARSHALL
 ME0304  COUNTRY     -  US
 ME0304  USGS QUAD   -  PLYMOUTH (2019)
 ME0304
 ME0304                         *CURRENT SURVEY CONTROL
 ME0304  ______________________________________________________________________
 ME0304* NAD 83(1997) POSITION- 41 20 16.84466(N) 086 18 55.56397(W)   ADJUSTED
 ME0304* NAVD 88 ORTHO HEIGHT -   240.457 (meters)      788.90  (feet) ADJUSTED
 ME0304  ______________________________________________________________________
 ME0304  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0304  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 ME0304  DYNAMIC HEIGHT  -        240.357 (meters)      788.57  (feet) COMP
 ME0304  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 ME0304
 ME0304  HORZ ORDER      -  SECOND
 ME0304  VERT ORDER      -  SECOND    CLASS 0
 ME0304
 ME0304.The horizontal coordinates were established by classical geodetic methods
 ME0304.and adjusted by the National Geodetic Survey in May 1999.
 ME0304
 ME0304.The orthometric height was determined by differential leveling and
 ME0304.adjusted by the NATIONAL GEODETIC SURVEY
 ME0304.in June 1991.
 ME0304
 ME0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0304.GEOID18 height accuracy estimate available here.
 ME0304
 ME0304.Click photographs - Photos may exist for this station.
 ME0304
 ME0304.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0304
 ME0304.The dynamic height is computed by dividing the NAVD 88
 ME0304.geopotential number by the normal gravity value computed on the
 ME0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0304.degrees latitude (g = 980.6199 gals.).
 ME0304
 ME0304.The modeled gravity was interpolated from observed gravity values.
 ME0304
 ME0304. The following values were computed from the NAD 83(1997) position.
 ME0304
 ME0304;                    North         East     Units Scale Factor Converg.
 ME0304;SPC IN E     -   676,298.716    45,697.270   MT  1.00000294   -0 25 42.7
 ME0304;SPC IN E     - 2,218,823.37    149,925.13   sFT  1.00000294   -0 25 42.7
 ME0304;UTM  16      - 4,576,506.763   557,278.061   MT  0.99964037   +0 27 07.8
 ME0304
 ME0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0304!SPC IN E     -   0.99996759  x   1.00000294  =   0.99997053
 ME0304!UTM  16      -   0.99996759  x   0.99964037  =   0.99960797
 ME0304
 ME0304:                Primary Azimuth Mark                     Grid Az
 ME0304:SPC IN E     -  TRAV STA STARKE                          241 07 28.3
 ME0304:UTM  16      -  TRAV STA STARKE                          240 14 37.8
 ME0304
 ME0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5727876506(NAD 83)
 ME0304
 ME0304|---------------------------------------------------------------------|
 ME0304| PID    Reference Object                     Distance      Geod. Az  |
 ME0304|                                                           dddmmss.s |
 ME0304| ME2337 PLYMOUTH SCHOOLHOUSE FLAGPOLE       463.771 METERS 0213922.6 |
 ME0304| ME0303 PLYMOUTH                            266.979 METERS 02351     |
 ME0304| ME2341 STARKE A                            122.192 METERS 23036     |
 ME0304| ME0305 TRAV STA STARKE                     APPROX. 1.3 KM 2404145.6 |
 ME0304|---------------------------------------------------------------------|
 ME0304
 ME0304                          SUPERSEDED SURVEY CONTROL
 ME0304
 ME0304  NAD 83(1986)-  41 20 16.84997(N)    086 18 55.57214(W) AD(       ) 2
 ME0304  NAD 27      -  41 20 16.69730(N)    086 18 55.55910(W) AD(       ) 2
 ME0304  USSD        -  41 20 16.72200(N)    086 18 55.37400(W) AD(       ) 3
 ME0304  NGVD 29 (??/??/92)  240.575  (m)          789.29   (f) ADJ UNCH    2 0
 ME0304  NGVD 29             240.58   (m)          789.3    (f) LEVELING    3  
 ME0304
 ME0304.Superseded values are not recommended for survey control.
 ME0304
 ME0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0304.See file dsdata.pdf to determine how the superseded data were derived.
 ME0304
 ME0304_MARKER: DS = TRIANGULATION STATION DISK
 ME0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0304_STAMPING: STUBEN 1920
 ME0304_MARK LOGO: CGS
 ME0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0304+STABILITY: SURFACE MOTION
 ME0304
 ME0304  HISTORY     - Date     Condition        Report By
 ME0304  HISTORY     - 1920     MONUMENTED       CGS
 ME0304  HISTORY     - 1946     MARK NOT FOUND   CGS
 ME0304
 ME0304                          STATION DESCRIPTION
 ME0304
 ME0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME0304'ABOUT ONE-SIXTH
 ME0304'MILE S OF
 ME0304'PLYMOUTH, ON THE E SIDE OF THE VANDALIA RAILROAD, 130
 ME0304'YARDS S OF STREET CROSSING,
 ME0304'60 YARDS N OF THE SEMAPHORE SIGNAL,
 ME0304'190 YARDS S OF THE PENNSYLVANIA RAILROAD
 ME0304'MAIN-LINE CROSSING,
 ME0304'2.600 METERS (8.53 FEET) E OF THE E AND NEAREST RAIL.  THE
 ME0304'STATION AND
 ME0304'UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME0304'THERE IS NO REFERENCE MARK.
 ME0304
 ME0304                          STATION RECOVERY (1946)
 ME0304
 ME0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 ME0304'0.1 MI S FROM PLYMOUTH.
 ME0304'0.1 MILE SOUTH ALONG THE SOUTH BEND-LOGANSPORT LINE OF THE
 ME0304'PENNSYLVANIA RAILROAD FROM THE STATION AT PLYMOUTH, MARSHALL
 ME0304'COUNTY, ABOUT 172 YARDS SOUTH OF THE CROSSING OF THE BRANCH
 ME0304'LINE AND THE MAIN LINE OF THE RAILROAD, 97 YARDS SOUTH OF A
 ME0304'STREET CROSSING, 34 YARDS NORTH OF A SEMAPHORE BLOCK SIGNAL,
 ME0304'ON THE SIDE OF A HIGH FILL, 8.5 FEET EAST OF THE EAST RAIL, AND
 ME0304'ABOUT 3 INCHES LOWER THAN THE RAIL.  A STANDARD TRIANGULATION-STATION
 ME0304'DISK, STAMPED STUBEN 1920 AND SET IN THE TOP OF A CONCRETE POST
 ME0304'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2203 ***********************************************************************
 LA2203  DESIGNATION -  TREATY
 LA2203  PID         -  LA2203
 LA2203  STATE/COUNTY-  IN/WABASH
 LA2203  COUNTRY     -  US
 LA2203  USGS QUAD   -  SOMERSET (2019)
 LA2203
 LA2203                         *CURRENT SURVEY CONTROL
 LA2203  ______________________________________________________________________
 LA2203* NAD 83(1997) POSITION- 40 44 17.45454(N) 085 49 41.10051(W)   ADJUSTED
 LA2203* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 LA2203  ______________________________________________________________________
 LA2203  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 LA2203  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 LA2203  HORZ ORDER      -  FIRST
 LA2203
 LA2203.The horizontal coordinates were established by classical geodetic methods
 LA2203.and adjusted by the National Geodetic Survey in May 1999.
 LA2203
 LA2203.The orthometric height was scaled from a topographic map.
 LA2203
 LA2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2203.GEOID18 height accuracy estimate available here.
 LA2203
 LA2203.Click photographs - Photos may exist for this station.
 LA2203
 LA2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2203
 LA2203. The following values were computed from the NAD 83(1997) position.
 LA2203
 LA2203;                    North         East     Units Scale Factor Converg.
 LA2203;SPC IN E     -   609,496.429    86,366.021   MT  0.99996895   -0 06 19.2
 LA2203;SPC IN E     - 1,999,656.20    283,352.52   sFT  0.99996895   -0 06 19.2
 LA2203;UTM  16      - 4,510,353.875   598,949.987   MT  0.99972051   +0 45 53.5
 LA2203
 LA2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2203!SPC IN E     -   0.99996728  x   0.99996895  =   0.99993623
 LA2203!UTM  16      -   0.99996728  x   0.99972051  =   0.99968780
 LA2203
 LA2203:                Primary Azimuth Mark                     Grid Az
 LA2203:SPC IN E     -  TREATY AZ MK                             184 44 23.3
 LA2203:UTM  16      -  TREATY AZ MK                             183 52 10.6
 LA2203
 LA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9894910353(NAD 83)
 LA2203
 LA2203|---------------------------------------------------------------------|
 LA2203| PID    Reference Object                     Distance      Geod. Az  |
 LA2203|                                                           dddmmss.s |
 LA2203| LA2230 WABASH CO CTHSE CLOCKTOWER          APPROX. 6.7 KM 0044824.8 |
 LA2203| LA2227 WABASH MUNICIPAL STANDPIPE          APPROX. 7.3 KM 0072206.4 |
 LA2203| LA2226 WABASH ASBESTOS MFG WATER TANK      APPROX. 8.5 KM 0101334.2 |
 LA2203| LA1836 C 173                                46.116 METERS 01802     |
 LA2203| CD1337 TREATY RM 1                          32.778 METERS 06558     |
 LA2203| CD1336 TREATY AZ MK                                       1843804.1 |
 LA2203| CD1338 TREATY RM 2                          39.417 METERS 34134     |
 LA2203| LA2228 WABASH GENERAL TIRE RUBBER TK       APPROX. 7.0 KM 3523415.1 |
 LA2203|---------------------------------------------------------------------|
 LA2203
 LA2203                          SUPERSEDED SURVEY CONTROL
 LA2203
 LA2203  NAD 83(1986)-  40 44 17.45818(N)    085 49 41.11297(W) AD(       ) 1
 LA2203  NAD 27      -  40 44 17.30170(N)    085 49 41.16700(W) AD(       ) 1
 LA2203
 LA2203.Superseded values are not recommended for survey control.
 LA2203
 LA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2203.See file dsdata.pdf to determine how the superseded data were derived.
 LA2203
 LA2203_MARKER: DS = TRIANGULATION STATION DISK
 LA2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2203_STAMPING: TREATY 1948
 LA2203_MARK LOGO: CGS
 LA2203_PROJECTION: FLUSH
 LA2203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2203+STABILITY: SURFACE MOTION
 LA2203
 LA2203  HISTORY     - Date     Condition        Report By
 LA2203  HISTORY     - 1948     MONUMENTED       CGS
 LA2203  HISTORY     - 19820321 GOOD             NGS
 LA2203
 LA2203                          STATION DESCRIPTION
 LA2203
 LA2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2203'STATION IS LOCATED ABOUT 12 MILES EAST OF PERU, 7 MILES NORTHWEST OF
 LA2203'LA FONTAINE AND 4 MILES SOUTH OF WABASH AT THE JUNCTION OF STATE
 LA2203'HIGHWAYS 124 AND 13.  IT IS 84 FEET SOUTH OF CENTER OF STATE HIGHWAY
 LA2203'124, 79 FEET EAST OF CENTER OF STATE HIGHWAY 13 AND 19 FEET NORTHWEST
 LA2203'OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LA2203'DISK IS STAMPED TREATY 1948.
 LA2203'
 LA2203'REFERENCE MARK NO. 1 IS 107.54 FEET NORTHEAST OF STATION.  IT IS 40
 LA2203'FEET SOUTH OF CENTER OF HIGHWAY 124 AND 1 FOOT SOUTH OF A FENCE.  THE
 LA2203'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TREATY NO 1 1948.
 LA2203'
 LA2203'REFERENCE MARK NO. 2 IS 129.32 FEET NORTHWEST OF STATION.  IT IS 40
 LA2203'FEET NORTH OF CENTER OF HIGHWAY 124 AND 40 FEET EAST OF CENTER OF
 LA2203'HIGHWAY 13.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LA2203'TREATY NO 2 1948.
 LA2203'
 LA2203'C 173 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 151.30 FEET
 LA2203'NORTH OF STATION, 124 FEET WEST OF CENTER OF HIGHWAY 13, 60 FEET NORTH
 LA2203'OF CENTER OF HIGHWAY 124 AND 41 FEET WEST OF A POWER POLE.  THE MARK
 LA2203'IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 LA2203'DISK IS A STANDARD USC AND GS BM DISK STAMPED C 173 1946.
 LA2203'
 LA2203'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION.  IT IS 42 FEET SOUTH OF A
 LA2203'POWER POLE, 41 FEET WEST OF CENTER OF HIGHWAY 13, 2 FEET NORTH OF A
 LA2203'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 LA2203'ABOUT 6 INCHES AND THE DISK IS STAMPED TREATY 1948.
 LA2203'
 LA2203'TO REACH STATION FROM THE COUNTY COURTHOUSE IN WABASH, GO SOUTH ON
 LA2203'STATE HIGHWAY 13 FOR 4.3 MILES TO THE JUNCTION OF HIGHWAY 124 AND
 LA2203'STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.  TO REACH AZIMUTH FROM
 LA2203'STATION, GO SOUTH ON HIGHWAY 13 FOR 0.3 MILE TO MARK ON RIGHT OR WEST
 LA2203'OF HIGHWAY AS DESCRIBED.
 LA2203'
 LA2203'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2203
 LA2203                          STATION RECOVERY (1982)
 LA2203
 LA2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (WFP)
 LA2203'STATION MARK, RM 2, WERE FOUND IN GOOD CONDITION.  RM 1 WAS FOUND WITH
 LA2203'THE TOP PORTION BROKEN OFF.  THE DISK WAS NOT RECOVERED.  BENCH MARK C
 LA2203'173 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.  RM 3 DISK WAS
 LA2203'SET IN A DRILL HOLE IN THE SAME MONUMENT RM 1 WAS SET IN.  THERE WAS
 LA2203'NO PLACE TO SET AN AZIMUTH MARK DUE TO CORN CROPS IN THE FIELD. THE
 LA2203'TOO REACH IS ADEQUATE.
 LA2203'
 LA2203'STATION MARKS ARE STANDARD DISKS, STAMPED---TREATY 1948--- .  THE
 LA2203'SURFACE MARK IS 79 FT (24.1 M) E OF CENTERLINE OF HIGHWAY 13, 83 FT
 LA2203'(25.3 M) S OF CENTERLINE OF HIGHWAY 124, 76 FT (23.2 M) SW OF A RIGHT
 LA2203'OF WAY MARKER, 69 FT (21.0 M) NE OF A RIGHT OF WAY MARKER AND 1 FT
 LA2203'(0.3 M) N OF A METAL WITNESS POST. THE MARK IS FLUSH.
 LA2203'
 LA2203'REFERENCE MARK 2, A STANDARD DISK, STAMPED---TREATY NO 2 1948--- .  IT
 LA2203'IS 40 FT (12.2 M) E OF CENTERLINE OF HIGHWAY 13, 40 FT (12.2 M) N OF
 LA2203'CENTERLINE OF HIGHWAY 124 AND 1 FT (0.3 M) E OF METAL WITNESS POST.
 LA2203'THE MARK IS NOW UNDERGROUND 1 INCH.
 LA2203'
 LA2203'REFERENCE MARK 3, A STANDARD DISK, STAMPED---TREATY 1948 NO 3 1980---
 LA2203'.  IT IS 39 FT (11.9 M) S OF CENTERLINE OF HIGHWAY 124, 25 FT (7.6 M)
 LA2203'E OF A RIGHT OF WAY POST AND 1 FT (0.3 M) W OF A METAL WITNESS POST.
 LA2203'THE MARK PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2067 ***********************************************************************
 LA2067  DESIGNATION -  TRENTON
 LA2067  PID         -  LA2067
 LA2067  STATE/COUNTY-  IN/BLACKFORD
 LA2067  COUNTRY     -  US
 LA2067  USGS QUAD   -  PENNVILLE (2019)
 LA2067
 LA2067                         *CURRENT SURVEY CONTROL
 LA2067  ______________________________________________________________________
 LA2067* NAD 83(1997) POSITION- 40 26 59.16796(N) 085 14 18.34659(W)   ADJUSTED
 LA2067* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 LA2067  ______________________________________________________________________
 LA2067  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LA2067  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 LA2067  HORZ ORDER      -  THIRD
 LA2067
 LA2067.The horizontal coordinates were established by classical geodetic methods
 LA2067.and adjusted by the National Geodetic Survey in May 1999.
 LA2067
 LA2067.The orthometric height was scaled from a topographic map.
 LA2067
 LA2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2067.GEOID18 height accuracy estimate available here.
 LA2067
 LA2067.Click photographs - Photos may exist for this station.
 LA2067
 LA2067.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2067
 LA2067. The following values were computed from the NAD 83(1997) position.
 LA2067
 LA2067;                    North         East     Units Scale Factor Converg.
 LA2067;SPC IN E     -   577,545.916   136,326.602   MT  0.99998290   +0 16 40.2
 LA2067;SPC IN E     - 1,894,831.89    447,264.86   sFT  0.99998290   +0 16 40.2
 LA2067;UTM  16      - 4,479,169.196   649,379.699   MT  0.99987468   +1 08 35.1
 LA2067
 LA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2067!SPC IN E     -   0.99996205  x   0.99998290  =   0.99994495
 LA2067!UTM  16      -   0.99996205  x   0.99987468  =   0.99983673
 LA2067
 LA2067:                Primary Azimuth Mark                     Grid Az
 LA2067:SPC IN E     -  TRENTON AZ MK                            084 26 02.1
 LA2067:UTM  16      -  TRENTON AZ MK                            083 34 07.2
 LA2067
 LA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4937979169(NAD 83)
 LA2067
 LA2067|---------------------------------------------------------------------|
 LA2067| PID    Reference Object                     Distance      Geod. Az  |
 LA2067|                                                           dddmmss.s |
 LA2067| CD1340 TRENTON RM 1                         25.843 METERS 05841     |
 LA2067| CD1339 TRENTON AZ MK                                      0844242.3 |
 LA2067| CD1341 TRENTON RM 2                         26.959 METERS 20104     |
 LA2067|---------------------------------------------------------------------|
 LA2067
 LA2067                          SUPERSEDED SURVEY CONTROL
 LA2067
 LA2067  NAD 83(1995)-  40 26 59.16872(N)    085 14 18.35050(W) AD(       ) 3
 LA2067  NAD 83(1986)-  40 26 59.17000(N)    085 14 18.35992(W) AD(       ) 3
 LA2067  NAD 27      -  40 26 59.00880(N)    085 14 18.44180(W) AD(       ) 3
 LA2067
 LA2067.Superseded values are not recommended for survey control.
 LA2067
 LA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2067.See file dsdata.pdf to determine how the superseded data were derived.
 LA2067
 LA2067_MARKER: DS = TRIANGULATION STATION DISK
 LA2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2067_STAMPING: TRENTON 1955
 LA2067_MARK LOGO: CGS
 LA2067_PROJECTION: FLUSH
 LA2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2067+STABILITY: SURFACE MOTION
 LA2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2067+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2015
 LA2067
 LA2067  HISTORY     - Date     Condition        Report By
 LA2067  HISTORY     - 1955     MONUMENTED       CGS
 LA2067  HISTORY     - 20150414 GOOD             MCA
 LA2067
 LA2067                          STATION DESCRIPTION
 LA2067
 LA2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2067'THE STATION IS LOCATED IN THE VILLAGE OF TRENTON, IN THE NORTHEAST
 LA2067'CORNER OF THE TRENTON SCHOOL
 LA2067'GROUNDS.  IT IS ABOUT 100 YARDS SOUTH OF THE SCHOOL BUILDING AND 100
 LA2067'FEET SOUTHEAST OF THE CENTER OF A
 LA2067'CROSSROADS FORMED BY STATE HIGHWAY 26 AND A COUNTY ROAD.
 LA2067'
 LA2067'TO REACH THE STATION FROM THE COURTHOUSE IN HARTFORD CITY, GO EAST ON
 LA2067'HIGHWAY 26 FOR 5.0 MILES TO
 LA2067'STATE HIGHWAY 303, CONTINUE EAST ON HIGHWAY 26 FOR 3.5 MILES TO THE
 LA2067'STATION ON THE RIGHT, CONTINUE EAST
 LA2067'ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2067'
 LA2067'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED TRENTON
 LA2067'1955.
 LA2067'
 LA2067'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 21
 LA2067'FEET SOUTHWEST OF A POWERLINE
 LA2067'POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2067'TRENTON NO 1 1955.
 LA2067'
 LA2067'REFERENCE MARK 2 IS 42 FEET NORTH OF A FENCE CORNER AND 28 FEET EAST
 LA2067'OF THE CENTER OF THE
 LA2067'COUNTY ROAD.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 LA2067'TRENTON NO 2 1955.
 LA2067'
 LA2067'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF HIGHWAY 26, 21.6
 LA2067'FEET EAST OF A TELEPHONE
 LA2067'POLE, 4 FEET WEST OF A 4-INCH BY 4-INCH WHITE WITNESS POST AND 1 FOOT
 LA2067'SOUTH OF A FENCE.  THE MARK PROJECTS 8
 LA2067'INCHES, AND THE DISK IS STAMPED TRENTON 1955.
 LA2067'
 LA2067'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2067
 LA2067                          STATION RECOVERY (2015)
 LA2067
 LA2067'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2015 (CCM)
 LA2067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2378 ***********************************************************************
 LA2378  DESIGNATION -  TRINITY
 LA2378  PID         -  LA2378
 LA2378  STATE/COUNTY-  IN/JAY
 LA2378  COUNTRY     -  US
 LA2378  USGS QUAD   -  NEW CORYDON (2019)
 LA2378
 LA2378                         *CURRENT SURVEY CONTROL
 LA2378  ______________________________________________________________________
 LA2378* NAD 83(1997) POSITION- 40 32 28.21412(N) 084 50 36.51339(W)   ADJUSTED
 LA2378* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2378  ______________________________________________________________________
 LA2378  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LA2378  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 LA2378  HORZ ORDER      -  THIRD
 LA2378
 LA2378.The horizontal coordinates were established by classical geodetic methods
 LA2378.and adjusted by the National Geodetic Survey in May 1999.
 LA2378
 LA2378.The orthometric height was scaled from a topographic map.
 LA2378
 LA2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2378.GEOID18 height accuracy estimate available here.
 LA2378
 LA2378.Click photographs - Photos may exist for this station.
 LA2378
 LA2378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2378
 LA2378. The following values were computed from the NAD 83(1997) position.
 LA2378
 LA2378;                    North         East     Units Scale Factor Converg.
 LA2378;SPC IN E     -   587,932.760   169,735.413   MT  1.00002650   +0 32 06.3
 LA2378;SPC IN E     - 1,928,909.40    556,873.60   sFT  1.00002650   +0 32 06.3
 LA2378;SPC OH N     -    99,777.659   401,497.921   MT  0.99998109   -1 32 22.4
 LA2378;SPC OH N     -   327,353.87  1,317,247.76   sFT  0.99998109   -1 32 22.4
 LA2378;UTM  16      - 4,490,059.197   682,625.617   MT  1.00001055   +1 24 07.6
 LA2378
 LA2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2378!SPC IN E     -   0.99996387  x   1.00002650  =   0.99999036
 LA2378!SPC OH N     -   0.99996387  x   0.99998109  =   0.99994496
 LA2378!UTM  16      -   0.99996387  x   1.00001055  =   0.99997442
 LA2378
 LA2378:                Primary Azimuth Mark                     Grid Az
 LA2378:SPC IN E     -  TRINITY AZ MK 2                          284 45 37.5
 LA2378:SPC OH N     -  TRINITY AZ MK 2                          286 50 06.2
 LA2378:UTM  16      -  TRINITY AZ MK 2                          283 53 36.2
 LA2378
 LA2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8262590059(NAD 83)
 LA2378
 LA2378|---------------------------------------------------------------------|
 LA2378| PID    Reference Object                     Distance      Geod. Az  |
 LA2378|                                                           dddmmss.s |
 LA2378| LA2379 DICK CATHOLIC CHURCH STEEPLE        111.015 METERS 02949     |
 LA2378| CF2892 TRINITY RM 1                         25.250 METERS 10611     |
 LA2378| LA0541 TRINITY AZ MK 2                                    2851743.8 |
 LA2378| CF2891 TRINITY AZ MK                                      2883627.8 |
 LA2378| CF2893 TRINITY RM 2                         24.245 METERS 34249     |
 LA2378|---------------------------------------------------------------------|
 LA2378
 LA2378                          SUPERSEDED SURVEY CONTROL
 LA2378
 LA2378  NAD 83(1995)-  40 32 28.21350(N)    084 50 36.51426(W) AD(       ) 3
 LA2378  NAD 83(1986)-  40 32 28.21709(N)    084 50 36.52901(W) AD(       ) 3
 LA2378  NAD 27      -  40 32 28.04520(N)    084 50 36.65800(W) AD(       ) 3
 LA2378
 LA2378.Superseded values are not recommended for survey control.
 LA2378
 LA2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2378.See file dsdata.pdf to determine how the superseded data were derived.
 LA2378
 LA2378_MARKER: DS = TRIANGULATION STATION DISK
 LA2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2378_STAMPING: TRINITY 1955
 LA2378_MARK LOGO: CGS
 LA2378_PROJECTION: FLUSH
 LA2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2378+STABILITY: SURFACE MOTION
 LA2378
 LA2378  HISTORY     - Date     Condition        Report By
 LA2378  HISTORY     - 1955     MONUMENTED       CGS
 LA2378  HISTORY     - 1962     GOOD             CGS
 LA2378  HISTORY     - 1963     GOOD             CGS
 LA2378
 LA2378                          STATION DESCRIPTION
 LA2378
 LA2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2378'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF GENEVA, 6 MILES EAST
 LA2378'OF BRYANT, 1.5 MILES SOUTH OF JAY CITY, 249 FEET SOUTHWEST OF THE
 LA2378'SOUTHWEST CORNER OF THE TRINITY CATHOLIC CHURCH, 25 FEET EAST OF A
 LA2378'WIRE FENCE, 25 FEET NORTH OF A WIRE FENCE AND ON LAND OWNED BY THE
 LA2378'PARISH OF THE TRINITY CATHOLIC CHURCH.
 LA2378'
 LA2378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67, 18, AND
 LA2378'U.S. HIGHWAY 27 ABOUT 3.6 MILES SOUTH OF GENEVA, GO EAST ON STATE
 LA2378'HIGHWAY 67 FOR 6.1 MILES TO A CROSS ROAD AND THE AZIMUTH MARK IN THE
 LA2378'SOUTHEAST CORNER OF THE INTERSECTION.  CONTINUE ON THE HIGHWAY FOR
 LA2378'0.25 MILE TO THE CHURCH ON THE RIGHT AND THE STATION AS DESCRIBED.
 LA2378'
 LA2378'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2378'TRINITY 1955.
 LA2378'
 LA2378'REFERENCE MARK 1 IS 3 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 1
 LA2378'INCH, AND THE DISK IS STAMPED TRINITY NO 1 1955.
 LA2378'
 LA2378'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS FLUSH
 LA2378'WITH THE GROUND, AND THE DISK IS STAMPED TRINITY NO 2 1955.
 LA2378'
 LA2378'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 67,
 LA2378'21 FEET EAST OF THE CENTER OF A MACADAM ROAD, 7 FEET NORTHEAST OF A
 LA2378'TELEPHONE POLE, AND 1.5 FEET EAST OF A 4 BY 4 INCH WITNESS POST.  THE
 LA2378'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED TRINITY 1955.
 LA2378'
 LA2378'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2378
 LA2378                          STATION RECOVERY (1962)
 LA2378
 LA2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 LA2378'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LA2378'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF
 LA2378'THE HIGHWAY DEPARTMENT.  THE DISTANCE TO THE AZIMUTH MARK CHECKED.
 LA2378'THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE DIRECTION DID NOT
 LA2378'CHECK BY 4 MINUTES AND 49 SECONDS.  THE DISTANCE TO REFERENCE MARK 2
 LA2378'WAS FOUND TO BE 0.03 FOOT SHORTER THAN PREVIOUSLY MEASURED AND THE
 LA2378'DIRECTION DID NOT CHECK BY 3 MINUTES AND 18 SECONDS.
 LA2378'
 LA2378'A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA2378'
 LA2378'THE STATION ABOUT 7 MILES SOUTHEAST OF GENEVA, ABOUT 6 MILES EAST OF
 LA2378'BRYANT, ABOUT 1-1/2 MILES SOUTH OF JAY CITY AND ON LAND OWNED BY THE
 LA2378'PARISH OF THE TRINITY CATHOLIC CHURCH.  IT IS 249 FEET SOUTHWEST OF
 LA2378'THE SOUTHWEST CORNER OF THE TRINITY CATHOLIC CHURCH, 25 FEET NORTH OF
 LA2378'A WIRE FENCE AND 25 FEET EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 LA2378'AND THE DISK IS STAMPED TRINITY 1955.
 LA2378'
 LA2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2378'HIGHWAYS 18 AND 67 ABOUT 3 1/2 MILES SOUTH OF GENEVA, GO EAST ON
 LA2378'HIGHWAY 67 FOR 6.1 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 LA2378'RIGHT.  CONTINUE EAST ON HIGHWAY 67 FOR 0.25 MILE TO THE TRINITY
 LA2378'CATHOLIC CHURCH AND THE STATION ON THE RIGHT.
 LA2378'
 LA2378'REFERENCE MARK 1 IS 104 FEET EAST OF A FENCE CORNER AND 2 FEET NORTH
 LA2378'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2378'TRINITY NO 1 1955.
 LA2378'
 LA2378'REFERENCE MARK 2 IS 101 FEET NORTH OF THE FENCE CORNER AND 1 FOOT EAST
 LA2378'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2378'TRINITY NO 2 1955.
 LA2378'
 LA2378'THE AZIMUTH MARK IS 99 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 67, 16
 LA2378'FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 1 FOOT NORTH OF A POWER
 LA2378'POLE WITH A GUY WIRE AND 2 FEET NORTH OF A WITNESS POST.  THE MONUMENT
 LA2378'PROJECTS 4 INCHES AND THE DISK IS STAMPED TRINITY 1955 RESET 1962.
 LA2378'
 LA2378'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LA2378
 LA2378                          STATION RECOVERY (1963)
 LA2378
 LA2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2378'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN THE
 LA2378'R NOTE OF 1962 BY V.B.  MILLER, EXCEPT FOR THE DISTANCE TO THE CORNER
 LA2378'OF THE CHURCH.
 LA2378'
 LA2378'ABOUT 6.5 MILES E ALONG NO. 67 INDIANA HWY. FROM ITS INTERSECTION WITH
 LA2378'NO. 27 U.S.  HWY. ABOUT 0.55 MILE N OF THE MAIN STREET IN BRYANT TO
 LA2378'TRINITY CATHOLIC CHURCH AND THE STATION ON THE RIGHT, 2.3 MILES W OF
 LA2378'OHIO-INDIANA BOUNDARY, 257.3 FEET SW OF SW CORNER OF THE BRICK CHURCH
 LA2378'BUILDING, 25 FEET E OF ONE AND N OF THE OTHER CHURCHYARD FENCES AT THE
 LA2378'SW CORNER OF THE YARD, 9.5 FEET E OF PROJECTED CENTER LINE OF THE MOST
 LA2378'WERN ROW OF TOMBSTONES IN THE CEMETERY, STANDARD DISKS STAMPED TRINITY
 LA2378'1955, SET IN NOTES 1B AND 7A MARKS, THE UPPER ONE OF WHICH IS FLUSH
 LA2378'WITH THE GROUND.
 LA2378'
 LA2378'REFERENCE STAMPED TRINITY NO 1 1955, NOTE 11B, FLUSH, IS 82.82 FEET OR
 LA2378'25.246 METERS ESE OF STATION, 67-1/2 FEET W OF PROJECTED PLANE OF W
 LA2378'WALL OF THE CHURCH, AND 3 FEET N OF THE CHURCHYARD FENCE.
 LA2378'
 LA2378'REFERENCE STAMPED TRINITY NO 2 1955, NOTE 11B, FLUSH, IS 79.53 FEET OR
 LA2378'24.241 METERS NNW OF STATION, 22.3 FEET SW OF SW CORNER OF BASE
 LA2378'GRANITE OF ANKROM TOMBSTONE, AND ONE FOOT E OF THE CHURCHYARD FENCE.
 LA2378'
 LA2378'AZIMUTH MARK STAMPED TRINITY 1955 RESET 1962, PROJECTS 0.4 FOOT, IS
 LA2378'ABOUT 0.3 MILE WNW OF STATION, 99 FEET S OF CENTER LINE OF THE HWY.,
 LA2378'17 FEET W OF CENTER LINE OF 18-FOOT ASPHALT ROAD, IN A NOTE-16B MARK,
 LA2378'2 FEET N OF A POWER POLE, AND 2.1 FEET N OF STEEL WITNESS POST.  THE
 LA2378'MARK IS ALSO A BENCH MARK BEING THE RESET FOR BENCH MARK F 227 SET IN
 LA2378'1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0541 ***********************************************************************
 LA0541  DESIGNATION -  TRINITY AZ MK 2
 LA0541  PID         -  LA0541
 LA0541  STATE/COUNTY-  IN/JAY
 LA0541  COUNTRY     -  US
 LA0541  USGS QUAD   -  NEW CORYDON (2019)
 LA0541
 LA0541                         *CURRENT SURVEY CONTROL
 LA0541  ______________________________________________________________________
 LA0541* NAD 83(1986) POSITION- 40 32 31.     (N) 084 50 53.     (W)   SCALED
 LA0541* NAVD 88 ORTHO HEIGHT -   263.25  (meters)      863.7   (feet) RESET
 LA0541  ______________________________________________________________________
 LA0541  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 LA0541  VERT ORDER      -  THIRD
 LA0541
 LA0541.The horizontal coordinates were scaled from a map and have
 LA0541.an estimated accuracy of +/- 6 seconds.
 LA0541
 LA0541.The orthometric height was computed from unverified reset data.
 LA0541
 LA0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0541.GEOID18 height accuracy estimate available here.
 LA0541
 LA0541.Click photographs - Photos may exist for this station.
 LA0541
 LA0541;                    North         East    Units  Estimated Accuracy
 LA0541;SPC IN E     -   588,020.      169,350.      MT  (+/- 180 meters Scaled)
 LA0541
 LA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK822901(NAD 83)
 LA0541
 LA0541                          SUPERSEDED SURVEY CONTROL
 LA0541
 LA0541.No superseded survey control is available for this station.
 LA0541
 LA0541_MARKER: DZ = AZIMUTH MARK DISK
 LA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0541_STAMPING: TRINITY 1955 RESET 1962
 LA0541_MARK LOGO: CGS
 LA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0541+STABILITY: SURFACE MOTION
 LA0541
 LA0541  HISTORY     - Date     Condition        Report By
 LA0541  HISTORY     - 1962     MONUMENTED       CGS
 LA0541
 LA0541                          STATION DESCRIPTION
 LA0541
 LA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 LA0541'0.3 MI W FROM TRINITY.
 LA0541'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 67 FROM THE CATHOLIC
 LA0541'CHURCH AT TRINITY, AT A BLACKTOP CROSSROAD, 99 FEET SOUTH OF THE
 LA0541'CENTERLINE OF HIGHWAY 67, 16 FEET WEST OF THE CENTERLINE OF A
 LA0541'BLACKTOP ROAD, 2 FEET NORTH OF A WITNESS POST, 1 FOOT NORTH OF A
 LA0541'POWER POLE WITH A GUY WIRE AND SET IN THE TOP OF A ROUND CONCRETE
 LA0541'POST THAT PROJECTS 4 INCHES.  NOTE-- THIS MARK REPLACES BENCH
 LA0541'MARK F 227 1947 WHICH WAS MOVED AT THE REQUEST OF THE HIGHWAY
 LA0541'DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2282 ***********************************************************************
 LB2282  DESIGNATION -  TRIPLETT
 LB2282  PID         -  LB2282
 LB2282  STATE/COUNTY-  IN/NEWTON
 LB2282  COUNTRY     -  US
 LB2282  USGS QUAD   -  DONOVAN (2018)
 LB2282
 LB2282                         *CURRENT SURVEY CONTROL
 LB2282  ______________________________________________________________________
 LB2282* NAD 83(1997) POSITION- 40 54 23.34836(N) 087 30 53.28411(W)   ADJUSTED
 LB2282* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 LB2282  ______________________________________________________________________
 LB2282  GEOID HEIGHT    -        -33.166 (meters)                     GEOID18
 LB2282  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 LB2282  HORZ ORDER      -  FIRST
 LB2282
 LB2282.The horizontal coordinates were established by classical geodetic methods
 LB2282.and adjusted by the National Geodetic Survey in May 1999.
 LB2282
 LB2282.The orthometric height was scaled from a topographic map.
 LB2282
 LB2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2282.GEOID18 height accuracy estimate available here.
 LB2282
 LB2282.Click photographs - Photos may exist for this station.
 LB2282
 LB2282.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2282
 LB2282. The following values were computed from the NAD 83(1997) position.
 LB2282
 LB2282;                    North         East     Units Scale Factor Converg.
 LB2282;SPC IN W     -   628,263.123   863,648.279   MT  0.99998292   -0 16 57.1
 LB2282;SPC IN W     - 2,061,226.60  2,833,486.06   sFT  0.99998292   -0 16 57.1
 LB2282;UTM  16      - 4,528,503.716   456,643.217   MT  0.99962314   -0 20 13.6
 LB2282
 LB2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2282!SPC IN W     -   0.99997118  x   0.99998292  =   0.99995410
 LB2282!UTM  16      -   0.99997118  x   0.99962314  =   0.99959433
 LB2282
 LB2282:                Primary Azimuth Mark                     Grid Az
 LB2282:SPC IN W     -  TRIPLETT AZ MK                           268 11 51.4
 LB2282:UTM  16      -  TRIPLETT AZ MK                           268 15 07.9
 LB2282
 LB2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5664328503(NAD 83)
 LB2282
 LB2282|---------------------------------------------------------------------|
 LB2282| PID    Reference Object                     Distance      Geod. Az  |
 LB2282|                                                           dddmmss.s |
 LB2282| CM4727 TRIPLETT RM 1                        26.755 METERS 01541     |
 LB2282| LB2201 MOROCCO MUNICIPAL TANK              APPROX. 6.8 KM 0485304.9 |
 LB2282| CM4728 TRIPLETT RM 2                        34.436 METERS 11103     |
 LB2282| CM4726 TRIPLETT AZ MK                                     2675454.3 |
 LB2282|---------------------------------------------------------------------|
 LB2282
 LB2282                          SUPERSEDED SURVEY CONTROL
 LB2282
 LB2282  NAD 83(1986)-  40 54 23.35398(N)    087 30 53.29250(W) AD(       ) 1
 LB2282  NAD 27      -  40 54 23.22940(N)    087 30 53.18530(W) AD(       ) 1
 LB2282
 LB2282.Superseded values are not recommended for survey control.
 LB2282
 LB2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2282.See file dsdata.pdf to determine how the superseded data were derived.
 LB2282
 LB2282_MARKER: DS = TRIANGULATION STATION DISK
 LB2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2282_STAMPING: TRIPLETT 1947
 LB2282_MARK LOGO: CGS
 LB2282_PROJECTION: FLUSH
 LB2282_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2282+STABILITY: SURFACE MOTION
 LB2282
 LB2282  HISTORY     - Date     Condition        Report By
 LB2282  HISTORY     - 1947     MONUMENTED       CGS
 LB2282  HISTORY     - 1952     GOOD             CGS
 LB2282  HISTORY     - 20160204 GOOD             AMESC
 LB2282
 LB2282                          STATION DESCRIPTION
 LB2282
 LB2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2282'THE STATION IS LOCATED 8 MILES WEST-NORTHWEST OF BROOK, 4 MILES
 LB2282'SOUTHWEST OF MOROCCO AND 0.6 MILE EAST OF THE INDIANA-ILLINOIS STATE
 LB2282'LINE, ON LAND OWNED BY EARL TRIPLETT.  IT IS 21 FEET NORTH OF THE
 LB2282'CENTER OF A GRAVEL ROAD, 7 FEET WEST OF A WHITE WITNESS POST AND 1
 LB2282'FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 LB2282'DISK IS STAMPED TRIPLETT 1947.
 LB2282'
 LB2282'REFERENCE MARK NO. 1 IS 88.29 FEET NORTH OF THE STATION.  IT IS 101
 LB2282'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF A
 LB2282'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2282'TRIPLETT NO 1 1947.
 LB2282'
 LB2282'REFERENCE MARK NO. 2 IS 112.98 FEET SOUTHEAST OF THE STATION.  IT IS
 LB2282'20 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2282'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2282'TRIPLETT NO 2 1947.
 LB2282'
 LB2282'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 24 FEET
 LB2282'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2282'FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 LB2282'TRIPLETT 1947.
 LB2282'
 LB2282'PRIMARY TRAVERSE STATION NO. 68 W IS 0.6 MILE WEST OF THE STATION.
 LB2282'IT IS 20 FEET EAST OF THE CENTER OF A T-ROAD INTERSECTION AND 3 FEET
 LB2282'WEST OF A FENCELINE.  IT IS A STANDARD USGS BENCH MARK DISK CAPPED
 LB2282'ON A 3 INCH IRON PIPE WHICH PROJECTS 8 INCHES.  THE DISK IS STAMPED
 LB2282'PRIM TRAV STA NO 68 W 1921 ILL.
 LB2282'
 LB2282'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2282'HIGHWAY 114 WHICH IS 0.35 MILE SOUTH OF MOROCCO, GO WEST ON HIGHWAY
 LB2282'114 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A PAVED
 LB2282'ROAD 2.0 MILES TO A T-ROAD, TURN RIGHT AND GO WEST AND SOUTH FOR
 LB2282'0.5 MILE TO A SIDE ROAD WEST, TURN RIGHT AND GO WEST 1.2 MILES TO
 LB2282'THE STATION ON THE RIGHT AS DESCRIBED.
 LB2282
 LB2282                          STATION RECOVERY (1952)
 LB2282
 LB2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2282'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2282'CONDITION.  THE DISTANCE TO R. M. NO. 1 FAILED TO CHECK.  THE
 LB2282'DIRECTIONS TO THE AZIMUTH MARK AND 68 W (USGS) B M FAILED TO CHECK
 LB2282'WITH THE 1947 LIST OF DIRECTION.  THE OLD DESCRIPTION IS ADEQUATE.
 LB2282'
 LB2282'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2282
 LB2282                          STATION RECOVERY (2016)
 LB2282
 LB2282'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB2282'THE STATION IS 9 FT (2.7 M) WEST OF THE EAST END OF THE FENCE.
 LB2282'
 LB2282'REFERENCE MARK NO 2 WAS RECOVERED THE DISK IS DAMAGED.  THE AZIMUTH
 LB2282'MARK WAS NOT FOUND, REFERENCE MARK NO 1 WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2311 ***********************************************************************
 HZ2311  DESIGNATION -  TRIPP
 HZ2311  PID         -  HZ2311
 HZ2311  STATE/COUNTY-  IN/JENNINGS
 HZ2311  COUNTRY     -  US
 HZ2311  USGS QUAD   -  HAYDEN (2019)
 HZ2311
 HZ2311                         *CURRENT SURVEY CONTROL
 HZ2311  ______________________________________________________________________
 HZ2311* NAD 83(1997) POSITION- 38 59 58.19533(N) 085 38 37.63792(W)   ADJUSTED
 HZ2311* NAVD 88 ORTHO HEIGHT -   226.0   (meters)      741.    (feet) VERTCON3
 HZ2311  ______________________________________________________________________
 HZ2311  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 HZ2311  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 HZ2311  HORZ ORDER      -  FIRST
 HZ2311
 HZ2311.The horizontal coordinates were established by classical geodetic methods
 HZ2311.and adjusted by the National Geodetic Survey in May 1999.
 HZ2311
 HZ2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2311
 HZ2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2311.GEOID18 height accuracy estimate available here.
 HZ2311
 HZ2311.Click photographs - Photos may exist for this station.
 HZ2311
 HZ2311.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2311
 HZ2311. The following values were computed from the NAD 83(1997) position.
 HZ2311
 HZ2311;                    North         East     Units Scale Factor Converg.
 HZ2311;SPC IN E     -   416,440.891   101,981.818   MT  0.99996672   +0 00 51.8
 HZ2311;SPC IN E     - 1,366,273.16    334,585.35   sFT  0.99996672   +0 00 51.8
 HZ2311;UTM  16      - 4,317,595.741   617,439.883   MT  0.99976983   +0 51 12.9
 HZ2311
 HZ2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2311!SPC IN E     -   0.99996988  x   0.99996672  =   0.99993660
 HZ2311!UTM  16      -   0.99996988  x   0.99976983  =   0.99973972
 HZ2311
 HZ2311:                Primary Azimuth Mark                     Grid Az
 HZ2311:SPC IN E     -  STOUT RESET                              160 40 47.4
 HZ2311:UTM  16      -  STOUT RESET                              159 50 26.3
 HZ2311
 HZ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1743917595(NAD 83)
 HZ2311
 HZ2311|---------------------------------------------------------------------|
 HZ2311| PID    Reference Object                     Distance      Geod. Az  |
 HZ2311|                                                           dddmmss.s |
 HZ2311| HZ2307 STOUT RESET                         APPROX.17.2 KM 1604139.2 |
 HZ2311|---------------------------------------------------------------------|
 HZ2311
 HZ2311                          SUPERSEDED SURVEY CONTROL
 HZ2311
 HZ2311  NAD 83(1995)-  38 59 58.19329(N)    085 38 37.61109(W) AD(       ) 1
 HZ2311  NAD 83(1993)-  38 59 58.19397(N)    085 38 37.61239(W) AD(       ) 1
 HZ2311  NAD 83(1986)-  38 59 58.19336(N)    085 38 37.61618(W) AD(       ) 1
 HZ2311  NAD 27      -  38 59 57.99900(N)    085 38 37.73300(W) AD(       ) 1
 HZ2311  USSD        -  38 59 58.15500(N)    085 38 37.56000(W) AD(       ) 3
 HZ2311  NGVD 29 (07/19/86)  226.1    (m)          742.     (f) VERT ANG       
 HZ2311
 HZ2311.Superseded values are not recommended for survey control.
 HZ2311
 HZ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2311.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2311
 HZ2311_MARKER: DS = TRIANGULATION STATION DISK
 HZ2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2311_MARK LOGO: CGS
 HZ2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2311+STABILITY: SURFACE MOTION
 HZ2311
 HZ2311  HISTORY     - Date     Condition        Report By
 HZ2311  HISTORY     - 1890     MONUMENTED       CGS
 HZ2311  HISTORY     - 1920     GOOD             CGS
 HZ2311  HISTORY     - 1931     GOOD             CGS
 HZ2311  HISTORY     - 1935     GOOD             CGS
 HZ2311
 HZ2311                          STATION DESCRIPTION
 HZ2311
 HZ2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 HZ2311'ABOUT 1 MILE SOUTHWEST OF NORTH VERNON, 100 METERS SOUTHEAST OF THE
 HZ2311'NORTH VERNON-SEYMOUR PIKE ON LAND OWNED BY THOMAS NOON,
 HZ2311'ABOUT 100 METERS SOUTH OF HIS HOUSE AND 100 METERS EAST OF AN OLD
 HZ2311'BARN, ABOUT 10 METERS SOUTH OF THE NORTH LINE OF SEC. 4, T. 6
 HZ2311'N.,R. 8 E. THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 HZ2311'TABLETS SET IN CONCRETE.
 HZ2311'THE REFERENCE MARKS ARE IN THE FENCE LINE TO THE NORTH OF THE
 HZ2311'STATION. THE FIRST, IN WHICH THE TOP OF THE BRONZE CAP HAS
 HZ2311'BEEN CUT OFF LEAVING THE STEM IN THE CONCRETE, IS DISTANT 34.56
 HZ2311'METERS N 69 DEG 22 MIN W, AND THE SECOND IS DISTANT 29.93
 HZ2311'METERS N 77 DEG 08 MIN E.  A LARGE CONCRETE POST AT THE
 HZ2311'EASTERN END OF THE ROW OF POSTS IS DISTANT ABOUT 100 METERS
 HZ2311'N 81 DEG 22 MIN W, WILLIAM DAYS HOUSE DISTANT ABOUT 150
 HZ2311'METERS IS N 53 DEG W, AND NOONS HOUSE N 13 DEG E.
 HZ2311
 HZ2311                          STATION RECOVERY (1931)
 HZ2311
 HZ2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 HZ2311'THE STATION MARK AND ONE REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 HZ2311'THE REFERENCE MARK TO WEST OF THE STATION HAS BEEN MUTILATED,
 HZ2311'THE DISK HAVING BEEN BROKEN OFF THE MARK. THE SHANK OF THE DISK IS
 HZ2311'STILL IN THE CONCRETE. ON LAND OWNED BY A.E. HUTTON, WHO LIVES
 HZ2311'IN A LARGE WHITE HOUSE ABOUT 1/4 MILE WEST-SOUTHWEST OF THE STATION.
 HZ2311'
 HZ2311'TO REACH THE STATION FROM NORTH VERNON, GO SOUTHWEST ON U.S. HIGHWAY
 HZ2311'50 FOR 1.1 MILES FROM ITS JUNCTION WITH STATE HIGHWAY 7 AT THE
 HZ2311'RAILROAD TO A SMALL YELLOW HOUSE, ABOUT 10 YARDS SOUTH OF AN
 HZ2311'EAST-AND-WEST FENCE, IN A PASTURE OR MEADOW.
 HZ2311
 HZ2311                          STATION RECOVERY (1935)
 HZ2311
 HZ2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2311'THE SENTENCE IN ORIGINAL DESCRIPTION READING 100 METERS SOUTHEAST OF
 HZ2311'THE NORTH VERNON-SEYMOUR PIKE ON LAND OWNED BY THOMAS NOON,
 HZ2311'ABOUT 100 METERS SOUTH OF HIS HOUSE AND 100 METERS EAST OF AN OLD
 HZ2311'BARN, SHOULD BE AMENDED TO READ 50 METERS SOUTHEAST OF U.S.
 HZ2311'HIGHWAY 50 ON LAND KNOWN AS THE HUTTON FARM ABOUT 300 YARDS N.65 DEG
 HZ2311'. E. OF THE HUTTON BARN.
 HZ2311'
 HZ2311'THE SENTENCE READING A LARGE CONCRETE POST----ETC----N 81 DEG 22
 HZ2311'MIN W, SHOULD BE OMITTED AS THIS POST HAS BEEN DESTROYED.
 HZ2311'
 HZ2311'OTHER DETAILS OF THE DESCRIPTION APPLY.
 HZ2311'
 HZ2311'ADD TO DESCRIPTION- ABOUT 1.1 MILES SOUTHWEST OF NORTH VERNON, VIA
 HZ2311'U.S. HIGHWAY 50, TO A POINT JUST WEST OF THE HUTTON BARN
 HZ2311'WHERE THE OLD NORTH VERNON-SEYMOUR PIKE FROM THE NORTHEAST MEETS
 HZ2311'U.S.HIGHWAY 50 AND TURNS WEST WHILE U.S. HIGHWAY 50 CURVES TO
 HZ2311'THE SOUTHWEST PAST THE HUTTON BARN. A VERY LARGE LONE RED-OAK TREE
 HZ2311'STANDS IN THE NORTWEST CORNER OF THIS INTERSECTION AND A SMALL
 HZ2311'COTTAGE IN THE SOUTHEAST CORNER. FROM THIS POINT A PROMINENT FENCE
 HZ2311'RUNS EAST ALONG THE SECTION LINE, AND THE STATION IS ABOUT 60
 HZ2311'YARDS EAST ALONG THIS FENCE AND ABOUT 10 YARDS SOUTH.
 HZ2311'
 HZ2311'ALL MARKERS ARE IN GOOD CONDITION EXCEPT FOR THE ONE DESCRIBED THE
 HZ2311'DISK GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1954 ***********************************************************************
 KA1954  DESIGNATION -  TROY
 KA1954  PID         -  KA1954
 KA1954  STATE/COUNTY-  IN/MARION
 KA1954  COUNTRY     -  US
 KA1954  USGS QUAD   -  MAYWOOD (2019)
 KA1954
 KA1954                         *CURRENT SURVEY CONTROL
 KA1954  ______________________________________________________________________
 KA1954* NAD 83(1997) POSITION- 39 43 22.50579(N) 086 08 22.04414(W)   ADJUSTED
 KA1954* NAVD 88 ORTHO HEIGHT -   224.50  (+/-2cm)      736.5   (feet) VERTCON3
 KA1954  ______________________________________________________________________
 KA1954  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 KA1954  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 KA1954  HORZ ORDER      -  SECOND
 KA1954  VERT ORDER      -  THIRD ? (See Below)
 KA1954
 KA1954.The horizontal coordinates were established by classical geodetic methods
 KA1954.and adjusted by the National Geodetic Survey in May 1999.
 KA1954
 KA1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1954
 KA1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1954.GEOID18 height accuracy estimate available here.
 KA1954
 KA1954.The vertical order pertains to the NGVD 29 superseded value.
 KA1954
 KA1954.Click photographs - Photos may exist for this station.
 KA1954
 KA1954.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1954
 KA1954. The following values were computed from the NAD 83(1997) position.
 KA1954
 KA1954;                    North         East     Units Scale Factor Converg.
 KA1954;SPC IN E     -   496,860.613    59,465.191   MT  0.99998689   -0 18 07.7
 KA1954;SPC IN E     - 1,630,116.86    195,095.38   sFT  0.99998689   -0 18 07.7
 KA1954;UTM  16      - 4,397,358.564   573,752.267   MT  0.99966697   +0 32 59.9
 KA1954
 KA1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1954!SPC IN E     -   0.99997003  x   0.99998689  =   0.99995692
 KA1954!UTM  16      -   0.99997003  x   0.99966697  =   0.99963701
 KA1954
 KA1954:                Primary Azimuth Mark                     Grid Az
 KA1954:SPC IN E     -  KERK                                     089 18 23.2
 KA1954:UTM  16      -  KERK                                     088 27 15.6
 KA1954
 KA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7375297358(NAD 83)
 KA1954
 KA1954|---------------------------------------------------------------------|
 KA1954| PID    Reference Object                     Distance      Geod. Az  |
 KA1954|                                                           dddmmss.s |
 KA1954| KA1931 KERK                                APPROX. 1.8 KM 0890015.5 |
 KA1954| KA1955 SHELBY                              APPROX. 0.6 KM 1795017.7 |
 KA1954| CD1342 TROY RM                              13.610 METERS 35919     |
 KA1954|---------------------------------------------------------------------|
 KA1954
 KA1954                          SUPERSEDED SURVEY CONTROL
 KA1954
 KA1954  NAD 83(1986)-  39 43 22.51120(N)    086 08 22.06852(W) AD(       ) 2
 KA1954  NAD 27      -  39 43 22.35100(N)    086 08 22.12000(W) AD(       ) 2
 KA1954  USSD        -  39 43 22.41300(N)    086 08 21.88100(W) AD(       ) 3
 KA1954  NGVD 29             224.63   (m)          737.0    (f) LEVELING    3  
 KA1954
 KA1954.Superseded values are not recommended for survey control.
 KA1954
 KA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1954.See file dsdata.pdf to determine how the superseded data were derived.
 KA1954
 KA1954_MARKER: DS = TRIANGULATION STATION DISK
 KA1954_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA1954_SP_SET: PAVEMENT
 KA1954_STAMPING: TROY 1920
 KA1954_MARK LOGO: CGS
 KA1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1954
 KA1954  HISTORY     - Date     Condition        Report By
 KA1954  HISTORY     - 1920     MONUMENTED       CGS
 KA1954  HISTORY     - 1935     GOOD             CGS
 KA1954  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1954
 KA1954                          STATION DESCRIPTION
 KA1954
 KA1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1954'IN THE CITY OF INDIANAPOLIS, AT THE INTERSECTION OF SHELBY AND TROY
 KA1954'STREETS, IN THE CONCRETE STREET ON THE PROJECTION OF THE CURB LINE
 KA1954'OF SHELBY STREET, 4.950 METERS, 16.24 FEET, FROM THE E RAIL OF THE
 KA1954'STREET CAR TRACK, AND 2.780 METERS, 9.12 FEET, FROM THE CURB
 KA1954'ON THE S SIDE OF TROY STREET. THE STATION IS MARKED BY A BRONZE
 KA1954'TABLET SET IN THE CONCRETE PAVEMENT. A STANDARD BRONZE
 KA1954'REFERENCE TABLET IS SET IN THE CONCRETE CURB ON THE E SIDE OF SHELBY
 KA1954'STREET, 13.61 METERS, 44.65 FEET, FROM THE STATION N 360 DEG 42 MIN W.
 KA1954
 KA1954                          STATION RECOVERY (1935)
 KA1954
 KA1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KA1954'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION. THE STATION
 KA1954'MARK IS COVERED WITH ABOUT 1 1/2 INCHES OF NEW MACADAM. THIS WAS
 KA1954'MADE NECESSARY WHEN SHELBY STREET WAS PAVED TO RAISE TROY STREET
 KA1954'PAVEMENT TO A LEVEL WITH SHELBY STREET PAVEMENT. THE MARK IS
 KA1954'EASILY RECOVERED BY MEASUREMENTS FROM THE REFERENCE MARK AND FROM THE
 KA1954'E RAIL OF THE STREET CAR LINE AS GIVEN IN THE ORIGINAL
 KA1954'DESCRIPTION.
 KA1954
 KA1954                          STATION RECOVERY (1975)
 KA1954
 KA1954'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1954'STATION AND REFERENCE NOT RECOVERED.
 KA1954'
 KA1954'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH SIDE OF
 KA1954'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1501 ***********************************************************************
 HA1501  DESIGNATION -  TROY
 HA1501  PID         -  HA1501
 HA1501  STATE/COUNTY-  IN/PERRY
 HA1501  COUNTRY     -  US
 HA1501  USGS QUAD   -  TELL CITY (2019)
 HA1501
 HA1501                         *CURRENT SURVEY CONTROL
 HA1501  ______________________________________________________________________
 HA1501* NAD 83(1997) POSITION- 37 59 30.76291(N) 086 47 46.94822(W)   ADJUSTED
 HA1501* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 HA1501  ______________________________________________________________________
 HA1501  GEOID HEIGHT    -        -31.956 (meters)                     GEOID18
 HA1501  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 HA1501  HORZ ORDER      -  SECOND
 HA1501
 HA1501.The horizontal coordinates were established by classical geodetic methods
 HA1501.and adjusted by the National Geodetic Survey in May 1999.
 HA1501
 HA1501.The orthometric height was scaled from a topographic map.
 HA1501
 HA1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1501.GEOID18 height accuracy estimate available here.
 HA1501
 HA1501.Click photographs - Photos may exist for this station.
 HA1501
 HA1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1501
 HA1501. The following values were computed from the NAD 83(1997) position.
 HA1501
 HA1501;                    North         East     Units Scale Factor Converg.
 HA1501;SPC IN W     -   304,631.463   925,206.265   MT  0.99997449   +0 10 35.9
 HA1501;SPC IN W     -   999,445.06  3,035,447.55   sFT  0.99997449   +0 10 35.9
 HA1501;SPC KY1Z     - 1,184,584.809 1,408,094.695   MT  0.99990696   -0 38 32.8
 HA1501;SPC KY1Z     - 3,886,425.33  4,619,724.01   sFT  0.99990696   -0 38 32.8
 HA1501;SPC KY S     -   684,572.705   408,085.066   MT  1.00001121   -0 38 04.5
 HA1501;SPC KY S     - 2,245,968.95  1,338,859.09   sFT  1.00001121   -0 38 04.5
 HA1501;UTM  16      - 4,204,933.490   517,879.755   MT  0.99960394   +0 07 31.2
 HA1501
 HA1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1501!SPC IN W     -   0.99997773  x   0.99997449  =   0.99995222
 HA1501!SPC KY1Z     -   0.99997773  x   0.99990696  =   0.99988469
 HA1501!SPC KY S     -   0.99997773  x   1.00001121  =   0.99998894
 HA1501!UTM  16      -   0.99997773  x   0.99960394  =   0.99958168
 HA1501
 HA1501:                Primary Azimuth Mark                     Grid Az
 HA1501:SPC IN W     -  TROY AZ MK                               300 28 55.4
 HA1501:SPC KY1Z     -  TROY AZ MK                               301 18 04.1
 HA1501:SPC KY S     -  TROY AZ MK                               301 17 35.8
 HA1501:UTM  16      -  TROY AZ MK                               300 32 00.1
 HA1501
 HA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1787904933(NAD 83)
 HA1501
 HA1501|---------------------------------------------------------------------|
 HA1501| PID    Reference Object                     Distance      Geod. Az  |
 HA1501|                                                           dddmmss.s |
 HA1501| JA1814 ST MARCUS CATH CHURCH SPIRE         APPROX. 8.4 KM 0670445.9 |
 HA1501| CG9294 TROY RM 1                            16.916 METERS 11548     |
 HA1501| HA1498 TELL CITY NEW MUNICIPAL TANK        APPROX. 5.5 KM 1511248.5 |
 HA1501| HA1497 TELL CITY CITY HALL DOME            APPROX. 5.1 KM 1515218.7 |
 HA1501| HA1499 TELL CITY OLD MUNICIPAL TANK        APPROX. 5.9 KM 1523752.9 |
 HA1501| HA1509 LEWISPORT MUNICIPAL TANK            APPROX.11.1 KM 2373056.2 |
 HA1501| CG9295 TROY RM 2                            19.165 METERS 26428     |
 HA1501| HA1500 TROY ST PIUS CATH CH SPIRE          APPROX. 0.8 KM 2962848.8 |
 HA1501| CG9293 TROY AZ MK                                         3003931.3 |
 HA1501|---------------------------------------------------------------------|
 HA1501
 HA1501                          SUPERSEDED SURVEY CONTROL
 HA1501
 HA1501  NAD 83(1993)-  37 59 30.76362(N)    086 47 46.94822(W) AD(       ) 2
 HA1501  NAD 83(1986)-  37 59 30.76990(N)    086 47 46.95128(W) AD(       ) 2
 HA1501  NAD 27      -  37 59 30.56700(N)    086 47 46.98800(W) AD(       ) 2
 HA1501
 HA1501.Superseded values are not recommended for survey control.
 HA1501
 HA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1501.See file dsdata.pdf to determine how the superseded data were derived.
 HA1501
 HA1501_MARKER: DS = TRIANGULATION STATION DISK
 HA1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1501_STAMPING: TROY 1946
 HA1501_MARK LOGO: CGS
 HA1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1501+STABILITY: SURFACE MOTION
 HA1501
 HA1501  HISTORY     - Date     Condition        Report By
 HA1501  HISTORY     - 1946     MONUMENTED       CGS
 HA1501  HISTORY     - 1947     SEE DESCRIPTION  USGS
 HA1501  HISTORY     - 1951     SEE DESCRIPTION  INHD
 HA1501
 HA1501                          STATION DESCRIPTION
 HA1501
 HA1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1501'STATION IS ON THE HIGHEST POINT IN THE CITY OF TROY.  IT IS ABOUT 0.1
 HA1501'MILE NORTH OF THE OHIO RIVER, 146.4 FEET SOUTHWEST OF THE
 HA1501'SOUTHWEST CORNER OF A LARGE CONCRETE RESERVOIR, 26 FEET NORTH OF AN
 HA1501'EAST-WEST FENCE LINE AND 4 FEET EAST OF A WHITE WITNESS POST.
 HA1501'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TROY 1946.
 HA1501'
 HA1501'REFERENCE MARK NO. 1 IS 55.50 FEET SOUTHEAST OF THE STATION.  IT IS
 HA1501'24 FEET NORTH OF AN EAST-WEST FENCE AND 11 FEET SOUTH OF A
 HA1501'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HA1501'STAMPED TROY NO 1 1946.
 HA1501'
 HA1501'REFERENCE MARK NO. 2 IS 62.88 FEET WEST OF THE STATION.  IT IS 2 FEET
 HA1501'NORTH OF THE FENCE CORNER AND 10 FEET SOUTH OF A 10-INCH LOCUST
 HA1501'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TROY
 HA1501'NO 2 1946.
 HA1501'
 HA1501'AZIMUTH MARK IS ABOUT ONE MILE NORTHWEST OF THE STATION ON THE SOUTH
 HA1501'SIDE OF STATE HIGHWAY 66.  IT IS 0.75 MILE NORTHWEST OF THE
 HA1501'JUNCTION OF STATE HIGHWAYS 66 AND 545 IN TROY, 98 FEET WEST OF A
 HA1501'STEEL BRIDGE, 19 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2.5
 HA1501'FEET EAST OF A WHITE HIGHWAY POST.  THE MARK PROJECTS ABOUT 4 INCHES
 HA1501'AND THE DISK IS STAMPED TROY 1946.
 HA1501'
 HA1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 545
 HA1501'IN TROY, GO NORTH ON HIGHWAY 545 FOR TWO BLOCKS, TURN RIGHT AND GO
 HA1501'0.4 MILE TO A FARMHOUSE ON THE RIGHT, TURN RIGHT THRU FARM YARD AND
 HA1501'FOLLOW TRACK ROAD UP HILL TO THE STATION.
 HA1501'
 HA1501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1501
 HA1501                          STATION RECOVERY (1947)
 HA1501
 HA1501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (HW)
 HA1501'LETTER OF MR. HAROLD WILLIAMS, U.S. GEOLOGICAL SURVEY, EDINBURG,
 HA1501'INDIANA DATED FEBRUARY 3, 1947--
 HA1501'
 HA1501'STATION MARK AND REFERENCE MARK NO. 1 WERE REMOVED DUE TO THE
 HA1501'CONSTRUCTION OF SOME BUILDINGS.  A NEW STATION TROY 2 WAS
 HA1501'ESTABLISHED.
 HA1501'
 HA1501'STATION MARK STAMPED TROY 1946 AND REFERENCE MARK NO. 1 STAMPED TROY
 HA1501'NO 1 1946 WERE RECEIVED AT THIS OFFICE 5/27/47.
 HA1501
 HA1501                          STATION RECOVERY (1951)
 HA1501
 HA1501'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1951 (JRC)
 HA1501'LETTERS OF MR. J.R. COOPER, ENGINEER OF BRIDGES, STATE HIGHWAY
 HA1501'COMMISSION OF INDIANA, INDIANAPOLIS, IND. DATED MARCH 2, 1949 AND
 HA1501'OCTOBER 9, 1951-
 HA1501'
 HA1501'A NEW BRIDGE WAS CONSTRUCTED OVER THE ANDERSON RIVER ON STATE ROAD
 HA1501'66G BETWEEN PERRY AND SPENCER COUNTIES. THE AZIMUTH MARK NEAR BY
 HA1501'WAS PRESERVED AND NO NEW MARK WAS ESTABLISHED.
 HA1501'
 HA1501'AZIMUTH MARK DISK STAMPED TROY 1949 (UNUSED) RECEIVED AT THIS OFFICE
 HA1501'10/12/51.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1502 ***********************************************************************
 HA1502  DESIGNATION -  TROY 2
 HA1502  PID         -  HA1502
 HA1502  STATE/COUNTY-  IN/PERRY
 HA1502  COUNTRY     -  US
 HA1502  USGS QUAD   -  TELL CITY (2019)
 HA1502
 HA1502                         *CURRENT SURVEY CONTROL
 HA1502  ______________________________________________________________________
 HA1502* NAD 83(1997) POSITION- 37 59 30.59838(N) 086 47 47.27434(W)   ADJUSTED
 HA1502* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 HA1502  ______________________________________________________________________
 HA1502  GEOID HEIGHT    -        -31.956 (meters)                     GEOID18
 HA1502  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 HA1502  HORZ ORDER      -  SECOND
 HA1502
 HA1502.The horizontal coordinates were established by classical geodetic methods
 HA1502.and adjusted by the National Geodetic Survey in May 1999.
 HA1502
 HA1502.The orthometric height was scaled from a topographic map.
 HA1502
 HA1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1502.GEOID18 height accuracy estimate available here.
 HA1502
 HA1502.Click photographs - Photos may exist for this station.
 HA1502
 HA1502.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1502
 HA1502. The following values were computed from the NAD 83(1997) position.
 HA1502
 HA1502;                    North         East     Units Scale Factor Converg.
 HA1502;SPC IN W     -   304,626.366   925,198.323   MT  0.99997448   +0 10 35.7
 HA1502;SPC IN W     -   999,428.34  3,035,421.50   sFT  0.99997448   +0 10 35.7
 HA1502;UTM  16      - 4,204,928.402   517,871.812   MT  0.99960393   +0 07 31.0
 HA1502
 HA1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1502!SPC IN W     -   0.99997773  x   0.99997448  =   0.99995221
 HA1502!UTM  16      -   0.99997773  x   0.99960393  =   0.99958167
 HA1502
 HA1502:                Primary Azimuth Mark                     Grid Az
 HA1502:SPC IN W     -  TROY AZ MK                               300 45 52.7
 HA1502:UTM  16      -  TROY AZ MK                               300 48 57.4
 HA1502
 HA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1787104928(NAD 83)
 HA1502
 HA1502|---------------------------------------------------------------------|
 HA1502| PID    Reference Object                     Distance      Geod. Az  |
 HA1502|                                                           dddmmss.s |
 HA1502| HA1501 TROY                                  9.437 METERS 05729     |
 HA1502| CG9297 TROY 2 RM 3                          11.909 METERS 10906     |
 HA1502| HA1498 TELL CITY NEW MUNICIPAL TANK        APPROX. 5.5 KM 1510655.7 |
 HA1502| CG9296 TROY 2 RM 2                          11.300 METERS 28610     |
 HA1502| HA1500 TROY ST PIUS CATH CH SPIRE          APPROX. 0.8 KM 2970515.2 |
 HA1502| CG9293 TROY AZ MK                                         3005628.4 |
 HA1502|---------------------------------------------------------------------|
 HA1502
 HA1502                          SUPERSEDED SURVEY CONTROL
 HA1502
 HA1502  NAD 83(1993)-  37 59 30.59908(N)    086 47 47.27434(W) AD(       ) 2
 HA1502  NAD 83(1986)-  37 59 30.60536(N)    086 47 47.27740(W) AD(       ) 2
 HA1502  NAD 27      -  37 59 30.40300(N)    086 47 47.31400(W) AD(       ) 2
 HA1502
 HA1502.Superseded values are not recommended for survey control.
 HA1502
 HA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1502.See file dsdata.pdf to determine how the superseded data were derived.
 HA1502
 HA1502_MARKER: DS = TRIANGULATION STATION DISK
 HA1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1502_STAMPING: TROY 2 1946
 HA1502_MARK LOGO: CGS
 HA1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1502+STABILITY: SURFACE MOTION
 HA1502
 HA1502  HISTORY     - Date     Condition        Report By
 HA1502  HISTORY     - 1946     MONUMENTED       CGS
 HA1502  HISTORY     - 1965     GOOD             AIRSUR
 HA1502
 HA1502                          STATION DESCRIPTION
 HA1502
 HA1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DWP)
 HA1502'STATION IS ON HIGHEST POINT IN THE CITY OF TROY, ABOUT 0.1 MILE N OF
 HA1502'OHIO RIVER, 176 FEET SW CORNER OF A LARGE CONCRETE RESERVOIR, ONE
 HA1502'FOOT N OF EAST-WEST FENCE LINE, 4 FEET E OF WHITE WITNESS POST.  THE
 HA1502'MARK PROJECTS ABOUT 2 INCHES AND IS A STANDARD U.S.C. AND G.S.
 HA1502'DISK STAMPED TROY 2 1946.
 HA1502'
 HA1502'REFERENCE MARK NO. 2 IS 37.075 FEET W OF STATION, 2 FEET N OF FENCE
 HA1502'CORNER AND 10 FEET S OF A 10-INCH LOCUST TREE.  THE MARK PROJECTS 4
 HA1502'INCHES AND IS A STANDARD U.S.C. AND G.S. DISK STAMPED TROY NO 2 1946.
 HA1502'
 HA1502'REFERENCE MARK NO. 3 IS 39.07 FEET SE OF STATION, ONE FOOT N OF
 HA1502'EAST-WEST FENCE LINE, 26 FEET W OF A 16-INCH ASH TREE IN FENCE
 HA1502'LINE.  THE MARK PROJECTS 4 INCHES AND IS A STANDARD U.S.C. AND G.S.
 HA1502'DISK STAMPED TROY NO 3 1946.
 HA1502'
 HA1502'AZIMUTH MARK IS ABOUT ONE MILE NW OF THE STATION ON SOUTH SIDE OF
 HA1502'STATE HWY 66.  IT IS 0.75 MILE NW OF THE JUNCTION OF STATE HWYS 66
 HA1502'AND 545 IN TROY, 98 FEET W OF A STEEL BRIDGE, 19 FEET S OF THE CENTER
 HA1502'OF THE HIGHWAY AND 2.5 FEET E OF A WHITE HIGHWAY POST.  THE MARK
 HA1502'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TROY 1946.
 HA1502'
 HA1502'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 66 AND 545 IN
 HA1502'TROY, GO N ON HWY 545 FOR TWO BLOCKS, TURN RIGHT AND GO 0.4 MILE
 HA1502'TO A FARMHOUSE ON THE RIGHT, TURN RIGHT THRU FARM YARD AND FOLLOW
 HA1502'ROAD UP HILL TO THE STATION.
 HA1502
 HA1502                          STATION RECOVERY (1965)
 HA1502
 HA1502'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1502'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1500 ***********************************************************************
 HA1500  DESIGNATION -  TROY ST PIUS CATH CH SPIRE
 HA1500  PID         -  HA1500
 HA1500  STATE/COUNTY-  IN/PERRY
 HA1500  COUNTRY     -  US
 HA1500  USGS QUAD   -  TELL CITY (2019)
 HA1500
 HA1500                         *CURRENT SURVEY CONTROL
 HA1500  ______________________________________________________________________
 HA1500* NAD 83(1997) POSITION- 37 59 41.86033(N) 086 48 15.10146(W)   ADJUSTED
 HA1500  ______________________________________________________________________
 HA1500  GEOID HEIGHT    -        -31.941 (meters)                     GEOID18
 HA1500  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 HA1500  HORZ ORDER      -  THIRD
 HA1500
 HA1500.The horizontal coordinates were established by classical geodetic methods
 HA1500.and adjusted by the National Geodetic Survey in May 1999.
 HA1500
 HA1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1500.GEOID18 height accuracy estimate available here.
 HA1500
 HA1500.Click photographs - Photos may exist for this station.
 HA1500
 HA1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1500
 HA1500. The following values were computed from the NAD 83(1997) position.
 HA1500
 HA1500;                    North         East     Units Scale Factor Converg.
 HA1500;SPC IN W     -   304,971.523   924,518.304   MT  0.99997407   +0 10 18.6
 HA1500;SPC IN W     - 1,000,560.74  3,033,190.47   sFT  0.99997407   +0 10 18.6
 HA1500;UTM  16      - 4,205,274.039   517,192.353   MT  0.99960364   +0 07 13.9
 HA1500
 HA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1719205274(NAD 83)
 HA1500
 HA1500                          SUPERSEDED SURVEY CONTROL
 HA1500
 HA1500  NAD 83(1993)-  37 59 41.86120(N)    086 48 15.10193(W) AD(       ) 3
 HA1500  NAD 83(1986)-  37 59 41.86743(N)    086 48 15.10439(W) AD(       ) 3
 HA1500  NAD 27      -  37 59 41.67000(N)    086 48 15.16000(W) AD(       ) 3
 HA1500
 HA1500.Superseded values are not recommended for survey control.
 HA1500
 HA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1500.See file dsdata.pdf to determine how the superseded data were derived.
 HA1500
 HA1500_MARKER: 91 = CHURCH CROSS
 HA1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1500+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 HA1500
 HA1500  HISTORY     - Date     Condition        Report By
 HA1500  HISTORY     - 1946     FIRST OBSERVED   CGS
 HA1500  HISTORY     - 20100909 GOOD             GEOCAC
 HA1500
 HA1500                          STATION DESCRIPTION
 HA1500
 HA1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 HA1500'THE STATION IS THE WOODEN CROSS ON THE SPIRE OF THE ST. PIUS CATHOLIC
 HA1500'CHURCH, LOCATED ON STATE HIGHWAY NO. 66 IN THE LITTLE TOWN OF
 HA1500'TROY. IT IS BUILT OF RED BRICK AND THE SPIRE IS COVERED WITH SLATE.
 HA1500'IT IS APPROXIMATELY 90 FEET HIGH.
 HA1500
 HA1500                          STATION RECOVERY (2010)
 HA1500
 HA1500'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA1500'SPIRE OBSERVED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2205 ***********************************************************************
 LB2205  DESIGNATION -  TS 711
 LB2205  PID         -  LB2205
 LB2205  STATE/COUNTY-  IN/TIPPECANOE
 LB2205  COUNTRY     -  US
 LB2205  USGS QUAD   -  OTTERBEIN (2019)
 LB2205
 LB2205                         *CURRENT SURVEY CONTROL
 LB2205  ______________________________________________________________________
 LB2205* NAD 83(1997) POSITION- 40 24 07.15389(N) 087 04 36.64714(W)   ADJUSTED
 LB2205* NAVD 88 ORTHO HEIGHT -   202.44  (+/-2cm)      664.2   (feet) VERTCON3
 LB2205  ______________________________________________________________________
 LB2205  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 LB2205  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 LB2205  HORZ ORDER      -  SECOND
 LB2205  VERT ORDER      -  THIRD ? (See Below)
 LB2205
 LB2205.The horizontal coordinates were established by classical geodetic methods
 LB2205.and adjusted by the National Geodetic Survey in May 1999.
 LB2205
 LB2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2205
 LB2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2205.GEOID18 height accuracy estimate available here.
 LB2205
 LB2205.The vertical order pertains to the NGVD 29 superseded value.
 LB2205
 LB2205.Click photographs - Photos may exist for this station.
 LB2205
 LB2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2205
 LB2205. The following values were computed from the NAD 83(1997) position.
 LB2205
 LB2205;                    North         East     Units Scale Factor Converg.
 LB2205;SPC IN W     -   572,152.223   900,550.662   MT  0.99996667   +0 00 15.1
 LB2205;SPC IN W     - 1,877,136.08  2,954,556.63   sFT  0.99996667   +0 00 15.1
 LB2205;UTM  16      - 4,472,378.253   493,479.039   MT  0.99960052   -0 02 59.3
 LB2205
 LB2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2205!SPC IN W     -   0.99997350  x   0.99996667  =   0.99994017
 LB2205!UTM  16      -   0.99997350  x   0.99960052  =   0.99957403
 LB2205
 LB2205:                Primary Azimuth Mark                     Grid Az
 LB2205:SPC IN W     -  TS 711 AZ MK                             329 36 13.3
 LB2205:UTM  16      -  TS 711 AZ MK                             329 39 27.7
 LB2205
 LB2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9347972378(NAD 83)
 LB2205
 LB2205|---------------------------------------------------------------------|
 LB2205| PID    Reference Object                     Distance      Geod. Az  |
 LB2205|                                                           dddmmss.s |
 LB2205| LB2606 LAFAYETTE GAS PLANT STACK           APPROX.15.7 KM 0811846.3 |
 LB2205| CM4721 TS 711 RM 1                          55.477 METERS 19420     |
 LB2205| CM4722 TS 711 RM 2                          47.747 METERS 30413     |
 LB2205| CM4720 TS 711 AZ MK                                       3293628.4 |
 LB2205|---------------------------------------------------------------------|
 LB2205
 LB2205                          SUPERSEDED SURVEY CONTROL
 LB2205
 LB2205  NAD 83(1986)-  40 24 07.16125(N)    087 04 36.65806(W) AD(       ) 2
 LB2205  NAD 27      -  40 24 07.05230(N)    087 04 36.61850(W) AD(       ) 2
 LB2205  NGVD 29             202.52   (m)          664.4    (f) LEVELING    3  
 LB2205
 LB2205.Superseded values are not recommended for survey control.
 LB2205
 LB2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2205.See file dsdata.pdf to determine how the superseded data were derived.
 LB2205
 LB2205_MARKER: DD = SURVEY DISK
 LB2205_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2205_MARK LOGO: CGS+SS
 LB2205_PROJECTION: PROJECTING 5 CENTIMETERS
 LB2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2205
 LB2205  HISTORY     - Date     Condition        Report By
 LB2205  HISTORY     - 1934     MONUMENTED       INGS
 LB2205  HISTORY     - 1934     GOOD             CGS
 LB2205  HISTORY     - 1964     GOOD             INGS
 LB2205
 LB2205                          STATION DESCRIPTION
 LB2205
 LB2205'DESCRIBED BY INDIANA GEODETIC SURVEY 1934 (WKH)
 LB2205'AT ROSS CAMP.
 LB2205
 LB2205                          STATION RECOVERY (1934)
 LB2205
 LB2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2205'AT ROSS CAMP, WHICH IS THE PROPERTY OF PURDUE UNIVERSITY AND THE
 LB2205'SUMMER TRAINING CAMP OF THE CIVIL ENGINEERING STUDENTS OF THE
 LB2205'UNIVERSITY, ABOUT 10 MILES WEST OF WEST LAFAYETTE, ON THE WEST
 LB2205'BLUFF OF THE WABASH RIVER, IN THE FARMYARD OF THE CAMP ATTENDANT,
 LB2205'74 FEET NORTHWEST OF THE NORTHWEST CORNER OF ATTENDANTS HOUSE, 70
 LB2205'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, ABOUT 200 FEET
 LB2205'EAST OF THE ROAD.  THE MARK IS A STANDARD U. S. C. AND G. S. STATE
 LB2205'SURVEY BRONZE TABLET MARKED U. S. C. AND G. S. AND STATE SURVEY.
 LB2205'IT PROJECTS 2 INCHES.
 LB2205'
 LB2205'TO REACH FROM LAFAYETTE, GO NORTH ON STATE STREET 0.3 MILE FROM THE
 LB2205'BRIDGE ACROSS WABASH RIVER. TURN WEST ON SOUTH RIVER ROAD AND GO
 LB2205'8.2 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.4 MILES TO A SIGN ON
 LB2205'TELEPHONE POLE POINTING TO ROSS CAMP.  TURN SOUTH ON T-ROAD AT
 LB2205'THIS SIGN AND GO 0.5 MILE TO WHERE ROAD TURNS WEST.  TURN WEST
 LB2205'WITH ROAD AND FOLLOW IT WEST AND SOUTH 0.7 MILE TO THE ENTRANCE TO
 LB2205'THE CAMP.  GO THROUGH THE GATE AND CONTINUE ABOUT 0.2 MILE TO THE
 LB2205'CAMP AND STATION.
 LB2205'
 LB2205'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 73 FEET EAST
 LB2205'OF CENTER LINE OF ROAD TO BARRACKS, 78 FEET WEST OF SOUTHWEST
 LB2205'CORNER OF FENCE THAT SURROUNDS THE HOUSE, AND IS EMBEDDED IN A
 LB2205'GRANITE ROCK THAT PROJECTS ABOUT 12 INCHES.  REFERENCE MARK NO. 2 IS
 LB2205'WEST-NORTHWEST OF THE STATION, 7 FEET NORTH OF CENTER LINE
 LB2205'OF ROAD TO THE HOUSE, ON FENCE LINE, 60 FEET EAST-SOUTHEAST OF
 LB2205'CORNER FENCE POST, 277.60 FEET NORTH OF REFERENCE MARK NO. 1.  IT
 LB2205'PROJECTS 2 INCHES.
 LB2205'
 LB2205'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, 38 FEET WEST OF WEST
 LB2205'CONCRETE GATEPOST AT ENTRANCE TO THE CAMP, 16 FEET SOUTH OF THE
 LB2205'CENTER LINE OF EAST-WEST ROAD, 1 FOOT SOUTH OF FENCE LINE AND
 LB2205'PROJECTS 8 INCHES.
 LB2205'
 LB2205'TRAVERSE STA. NO. 712 IS VISIBLE FROM THE GROUND, BUT TRAVERSE STA.
 LB2205'NO. 710 IS VISIBLE ONLY IN THE WINTER WITHOUT CLEARING.
 LB2205
 LB2205                          STATION RECOVERY (1964)
 LB2205
 LB2205'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1964 (JMC)
 LB2205'STATION MARK, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1026 ***********************************************************************
 HZ1026  DESIGNATION -  TT 1 D
 HZ1026  PID         -  HZ1026
 HZ1026  STATE/COUNTY-  IN/SWITZERLAND
 HZ1026  COUNTRY     -  US
 HZ1026  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ1026
 HZ1026                         *CURRENT SURVEY CONTROL
 HZ1026  ______________________________________________________________________
 HZ1026* NAD 83(1986) POSITION- 38 44 53.84   (N) 085 04 06.26   (W)   HD_HELD1
 HZ1026* NAVD 88 ORTHO HEIGHT -   148.947 (meters)      488.67  (feet) ADJUSTED
 HZ1026  ______________________________________________________________________
 HZ1026  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 HZ1026  DYNAMIC HEIGHT  -        148.851 (meters)      488.36  (feet) COMP
 HZ1026  MODELED GRAVITY -    979,983.0   (mgal)                       NAVD 88
 HZ1026
 HZ1026  VERT ORDER      -  FIRST     CLASS II
 HZ1026
 HZ1026.The horizontal coordinates were determined by differentially corrected
 HZ1026.hand held GPS observations or other comparable positioning techniques
 HZ1026.and have an estimated accuracy of +/- 3 meters.
 HZ1026
 HZ1026.The orthometric height was determined by differential leveling and
 HZ1026.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1026.in June 1991.
 HZ1026
 HZ1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1026.GEOID18 height accuracy estimate available here.
 HZ1026
 HZ1026.Click photographs - Photos may exist for this station.
 HZ1026
 HZ1026.The dynamic height is computed by dividing the NAVD 88
 HZ1026.geopotential number by the normal gravity value computed on the
 HZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1026.degrees latitude (g = 980.6199 gals.).
 HZ1026
 HZ1026.The modeled gravity was interpolated from observed gravity values.
 HZ1026
 HZ1026;                    North         East    Units  Estimated Accuracy
 HZ1026;SPC IN E     -   388,723.9     152,006.8     MT  (+/- 3 meters HH1 GPS) 
 HZ1026
 HZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6785890615(NAD 83)
 HZ1026
 HZ1026                          SUPERSEDED SURVEY CONTROL
 HZ1026
 HZ1026  NGVD 29 (??/??/92)  149.131  (m)          489.27   (f) ADJ UNCH    1 2
 HZ1026
 HZ1026.Superseded values are not recommended for survey control.
 HZ1026
 HZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1026.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1026
 HZ1026_MARKER: DB = BENCH MARK DISK
 HZ1026_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1026_SP_SET: STEP
 HZ1026_STAMPING: TT 1 D 1939
 HZ1026_MARK LOGO: USGS
 HZ1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1026+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1026
 HZ1026  HISTORY     - Date     Condition        Report By
 HZ1026  HISTORY     - 1939     MONUMENTED       USGS
 HZ1026  HISTORY     - 1965     GOOD             CGS
 HZ1026  HISTORY     - 19910727 GOOD             USPSQD
 HZ1026  HISTORY     - 20141119 GOOD             INDIV
 HZ1026  HISTORY     - 20190915 GOOD             USPSQD
 HZ1026
 HZ1026                          STATION DESCRIPTION
 HZ1026
 HZ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1026'AT VEVAY.
 HZ1026'AT VEVAY, IN SECTION 14, T 2 N, R 3 W, 0.1 MILE NORTH OF THE
 HZ1026'COURTHOUSE, SET IN THE TOP OF THE NORTHEAST END OF THE BOTTOM
 HZ1026'STEP AT THE SOUTHEAST ENTRANCE TO THE POST OFFICE, ABOUT 6 INCHES
 HZ1026'ABOVE THE SIDEWALK.
 HZ1026
 HZ1026                          STATION RECOVERY (1991)
 HZ1026
 HZ1026'RECOVERY NOTE BY US POWER SQUADRON 1991 (RH)
 HZ1026'RECOVERED IN GOOD CONDITION.
 HZ1026
 HZ1026                          STATION RECOVERY (2014)
 HZ1026
 HZ1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PDR)
 HZ1026'RECOVERED AS DESCRIBED BY PAUL RANEY WITH HREZO ENGINEERING, INC.
 HZ1026
 HZ1026                          STATION RECOVERY (2019)
 HZ1026
 HZ1026'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0780 ***********************************************************************
 HZ0780  DESIGNATION -  TT 10 D
 HZ0780  PID         -  HZ0780
 HZ0780  STATE/COUNTY-  IN/OHIO
 HZ0780  COUNTRY     -  US
 HZ0780  USGS QUAD   -  RISING SUN (2019)
 HZ0780
 HZ0780                         *CURRENT SURVEY CONTROL
 HZ0780  ______________________________________________________________________
 HZ0780* NAD 83(1986) POSITION- 38 57 01.54   (N) 084 51 23.68   (W)   HD_HELD1
 HZ0780* NAVD 88 ORTHO HEIGHT -   158.180 (meters)      518.96  (feet) ADJUSTED
 HZ0780  ______________________________________________________________________
 HZ0780  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 HZ0780  DYNAMIC HEIGHT  -        158.080 (meters)      518.63  (feet) COMP
 HZ0780  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 HZ0780
 HZ0780  VERT ORDER      -  FIRST     CLASS II
 HZ0780
 HZ0780.The horizontal coordinates were determined by differentially corrected
 HZ0780.hand held GPS observations or other comparable positioning techniques
 HZ0780.and have an estimated accuracy of +/- 3 meters.
 HZ0780
 HZ0780.The orthometric height was determined by differential leveling and
 HZ0780.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0780.in June 1991.
 HZ0780
 HZ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0780.GEOID18 height accuracy estimate available here.
 HZ0780
 HZ0780.Click photographs - Photos may exist for this station.
 HZ0780
 HZ0780.The dynamic height is computed by dividing the NAVD 88
 HZ0780.geopotential number by the normal gravity value computed on the
 HZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0780.degrees latitude (g = 980.6199 gals.).
 HZ0780
 HZ0780.The modeled gravity was interpolated from observed gravity values.
 HZ0780
 HZ0780;                    North         East    Units  Estimated Accuracy
 HZ0780;SPC IN E     -   411,305.3     170,222.2     MT  (+/- 3 meters HH1 GPS) 
 HZ0780
 HZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8574113460(NAD 83)
 HZ0780
 HZ0780                          SUPERSEDED SURVEY CONTROL
 HZ0780
 HZ0780  NGVD 29 (??/??/92)  158.383  (m)          519.63   (f) ADJ UNCH    1 2
 HZ0780
 HZ0780.Superseded values are not recommended for survey control.
 HZ0780
 HZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0780.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0780
 HZ0780_MARKER: DB = BENCH MARK DISK
 HZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0780_STAMPING: 520 TT 10 D 1939
 HZ0780_MARK LOGO: USGS
 HZ0780_PROJECTION: FLUSH
 HZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0780+STABILITY: SURFACE MOTION
 HZ0780
 HZ0780  HISTORY     - Date     Condition        Report By
 HZ0780  HISTORY     - 1939     MONUMENTED       USGS
 HZ0780  HISTORY     - 1965     GOOD             CGS
 HZ0780  HISTORY     - 20100222 GOOD             INDNR
 HZ0780  HISTORY     - 20190915 GOOD             USPSQD
 HZ0780
 HZ0780                          STATION DESCRIPTION
 HZ0780
 HZ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0780'AT RISING SUN.
 HZ0780'AT RISING SUN, IN SECTION 2, T 3 N, R 2 W, 0.1 MILE WEST OF THE
 HZ0780'JUNCTION OF STATE HIGHWAYS 56 AND 262, AT THE NORTHWEST CORNER
 HZ0780'OF THE COURT HOUSE LAWN, 69 FEET NORTHWEST OF THE NORTHWEST
 HZ0780'CORNER OF THE COURTHOUSE, 37 FEET EAST OF THE CENTER LINE OF SOUTH
 HZ0780'MULBERRY STREET, 50 FEET SOUTH OF THE CENTER LINE OF MAIN STREET,
 HZ0780'10 FEET SOUTH OF THE SOUTH EDGE OF THE EAST-WEST SIDEWALK, 4 FEET
 HZ0780'EAST OF THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK, ABOUT LEVEL
 HZ0780'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 HZ0780'FLUSH WITH THE GROUND.
 HZ0780
 HZ0780                          STATION RECOVERY (2010)
 HZ0780
 HZ0780'RECOVERY NOTE BY IN DEPT OF NAT RES 2010
 HZ0780'RECOVERED IN GOOD CONDITION.
 HZ0780
 HZ0780                          STATION RECOVERY (2019)
 HZ0780
 HZ0780'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ0780'DISK HAS A GOUGE IN IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0341 ***********************************************************************
 KA0341  DESIGNATION -  TT 101
 KA0341  PID         -  KA0341
 KA0341  STATE/COUNTY-  IN/GREENE
 KA0341  COUNTRY     -  US
 KA0341  USGS QUAD   -  BLOOMFIELD (2019)
 KA0341
 KA0341                         *CURRENT SURVEY CONTROL
 KA0341  ______________________________________________________________________
 KA0341* NAD 83(1986) POSITION- 39 01 32.     (N) 086 58 14.     (W)   SCALED
 KA0341* NAVD 88 ORTHO HEIGHT -   154.683 (meters)      507.49  (feet) ADJUSTED
 KA0341  ______________________________________________________________________
 KA0341  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KA0341  DYNAMIC HEIGHT  -        154.588 (meters)      507.18  (feet) COMP
 KA0341  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 KA0341
 KA0341  VERT ORDER      -  FIRST     CLASS II
 KA0341
 KA0341.The horizontal coordinates were scaled from a map and have
 KA0341.an estimated accuracy of +/- 6 seconds.
 KA0341
 KA0341.The orthometric height was determined by differential leveling and
 KA0341.adjusted by the NATIONAL GEODETIC SURVEY
 KA0341.in June 1991.
 KA0341
 KA0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0341.GEOID18 height accuracy estimate available here.
 KA0341
 KA0341.Click photographs - Photos may exist for this station.
 KA0341
 KA0341.The dynamic height is computed by dividing the NAVD 88
 KA0341.geopotential number by the normal gravity value computed on the
 KA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0341.degrees latitude (g = 980.6199 gals.).
 KA0341
 KA0341.The modeled gravity was interpolated from observed gravity values.
 KA0341
 KA0341;                    North         East    Units  Estimated Accuracy
 KA0341;SPC IN W     -   419,340.      909,770.      MT  (+/- 180 meters Scaled)
 KA0341
 KA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ025196(NAD 83)
 KA0341
 KA0341                          SUPERSEDED SURVEY CONTROL
 KA0341
 KA0341  NGVD 29 (??/??/92)  154.818  (m)          507.93   (f) ADJ UNCH    1 2
 KA0341
 KA0341.Superseded values are not recommended for survey control.
 KA0341
 KA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0341.See file dsdata.pdf to determine how the superseded data were derived.
 KA0341
 KA0341_MARKER: DD = SURVEY DISK
 KA0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0341_SP_SET: PIER
 KA0341_STAMPING: 508 101
 KA0341_MARK LOGO: USACE
 KA0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0341
 KA0341  HISTORY     - Date     Condition        Report By
 KA0341  HISTORY     - UNK      MONUMENTED       USACE
 KA0341  HISTORY     - 1946     GOOD             CGS
 KA0341  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0341
 KA0341                          STATION DESCRIPTION
 KA0341
 KA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0341'AT ELLISTON.
 KA0341'AT ELLISTON, ALONG THE NEW YORK CENTRAL RAILROAD, UNDER THE
 KA0341'OVERPASS OF THE ILLINOIS CENTRAL RAILROAD, 19.8 FEET SOUTH OF THE
 KA0341'SOUTHEAST CORNER OF THE STATION BUILDING, 12.2 FEET WEST OF THE
 KA0341'CENTER LINE OF THE NEW YORK CENTRAL MAIN TRACK, AND SET IN THE
 KA0341'TOP OF AN ABANDONED CONCRETE PIER BASE.  A U.S. ENGINEERS STANDARD
 KA0341'DISK, STAMPED 508 101 AND SET IN A DRILL HOLE.
 KA0341
 KA0341                          STATION RECOVERY (1985)
 KA0341
 KA0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1835 ***********************************************************************
 KA1835  DESIGNATION -  TT 11 D
 KA1835  PID         -  KA1835
 KA1835  STATE/COUNTY-  IN/VIGO
 KA1835  COUNTRY     -  US
 KA1835  USGS QUAD   -  PIMENTO (2019)
 KA1835
 KA1835                         *CURRENT SURVEY CONTROL
 KA1835  ______________________________________________________________________
 KA1835* NAD 83(1997) POSITION- 39 19 02.27961(N) 087 29 45.76392(W)   ADJUSTED
 KA1835* NAVD 88 ORTHO HEIGHT -   166.36  (+/-2cm)      545.8   (feet) VERTCON3
 KA1835  ______________________________________________________________________
 KA1835  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 KA1835  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 KA1835  HORZ ORDER      -  SECOND
 KA1835  VERT ORDER      -  THIRD ? (See Below)
 KA1835
 KA1835.The horizontal coordinates were established by classical geodetic methods
 KA1835.and adjusted by the National Geodetic Survey in May 1999.
 KA1835
 KA1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1835
 KA1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1835.GEOID18 height accuracy estimate available here.
 KA1835
 KA1835.The vertical order pertains to the NGVD 29 superseded value.
 KA1835
 KA1835.Click photographs - Photos may exist for this station.
 KA1835
 KA1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1835
 KA1835. The following values were computed from the NAD 83(1997) position.
 KA1835
 KA1835;                    North         East     Units Scale Factor Converg.
 KA1835;SPC IN W     -   451,802.498   864,409.581   MT  0.99998226   -0 15 41.4
 KA1835;SPC IN W     - 1,482,288.70  2,835,983.77   sFT  0.99998226   -0 15 41.4
 KA1835;UTM  16      - 4,352,105.941   457,238.946   MT  0.99962251   -0 18 51.5
 KA1835
 KA1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1835!SPC IN W     -   0.99997899  x   0.99998226  =   0.99996125
 KA1835!UTM  16      -   0.99997899  x   0.99962251  =   0.99960151
 KA1835
 KA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5723852105(NAD 83)
 KA1835
 KA1835|---------------------------------------------------------------------|
 KA1835| PID    Reference Object                     Distance      Geod. Az  |
 KA1835|                                                           dddmmss.s |
 KA1835| KA1836 NO 135                              358.597 METERS 00305     |
 KA1835| KA1834 HUTTON                               34.454 METERS 25608     |
 KA1835|---------------------------------------------------------------------|
 KA1835
 KA1835                          SUPERSEDED SURVEY CONTROL
 KA1835
 KA1835  NAD 83(1986)-  39 19 02.28645(N)    087 29 45.75704(W) AD(       ) 2
 KA1835  NAD 27      -  39 19 02.14760(N)    087 29 45.67580(W) AD(       ) 2
 KA1835  NGVD 29             166.47   (m)          546.2    (f) LEVELING    3  
 KA1835
 KA1835.Superseded values are not recommended for survey control.
 KA1835
 KA1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1835.See file dsdata.pdf to determine how the superseded data were derived.
 KA1835
 KA1835_MARKER: DD = SURVEY DISK
 KA1835_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KA1835_STAMPING: TT 11D 1938 546
 KA1835_MARK LOGO: USGS
 KA1835_PROJECTION: FLUSH
 KA1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1835
 KA1835  HISTORY     - Date     Condition        Report By
 KA1835  HISTORY     - 1938     MONUMENTED       USGS
 KA1835  HISTORY     - 20200520 GOOD             MCA
 KA1835
 KA1835                          STATION DESCRIPTION
 KA1835
 KA1835'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FXP)
 KA1835'THIS IS A TRAVERSE STATION.
 KA1835'
 KA1835'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PRAIRIETON IN THE
 KA1835'NORTHWEST CORNER OF MR. WILBUR JONES LAWN, 47 FEET SOUTHEAST OF
 KA1835'THE INTERSECTION OF STATE HIGHWAY 63 AND A COUNTY ROAD, AND 32 FEET
 KA1835'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK
 KA1835'IS FLUSH WITH THE GROUND, AND THE DISK IS A STANDARD BRONZE U.S.G.S.
 KA1835'DISK STAMPED TT 11D 1938 546.
 KA1835'
 KA1835'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HUTTON TO
 KA1835'THIS MARK. IT IS 34.45 METERS 113.04 FEET EAST-NORTHEAST
 KA1835'OF TRIANGULATION STATION HUTTON.
 KA1835'
 KA1835'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIETON, GO SOUTH ON
 KA1835'STATE HIGHWAY 63 FOR 3.85 MILES TO THE CROSSROAD AND THE STATION
 KA1835'ON THE LEFT.
 KA1835
 KA1835                          STATION RECOVERY (2020)
 KA1835
 KA1835'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1835'THE MARK IS 22 FT (6.7 M) NORTHEASTERLY OF THE NORTHEAST CORNER OF
 KA1835'SQUARE CATCH BASIN, 100.5 FT (30.6 M) NORTHERLY OF VERIZON PEDESTAL
 KA1835'#30130/110-0, 126 FT (38.4 M) NORTHERLY OF WOOD UTILITY POLE #48 2A 92
 KA1835'AND 11.5 FT (3.5 M) SOUTHERLY OF THE SOUTH EDGE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1042 ***********************************************************************
 ME1042  DESIGNATION -  TT 13 WO RM 635.6
 ME1042  PID         -  ME1042
 ME1042  STATE/COUNTY-  IN/PORTER
 ME1042  COUNTRY     -  US
 ME1042  USGS QUAD   -  PORTAGE (2019)
 ME1042
 ME1042                         *CURRENT SURVEY CONTROL
 ME1042  ______________________________________________________________________
 ME1042* NAD 83(1986) POSITION- 41 37 15.     (N) 087 07 39.     (W)   SCALED
 ME1042* NAVD 88 ORTHO HEIGHT -   193.529 (meters)      634.94  (feet) ADJUSTED
 ME1042  ______________________________________________________________________
 ME1042  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 ME1042  DYNAMIC HEIGHT  -        193.459 (meters)      634.71  (feet) COMP
 ME1042  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 ME1042
 ME1042  VERT ORDER      -  SECOND    CLASS 0
 ME1042
 ME1042.The horizontal coordinates were scaled from a map and have
 ME1042.an estimated accuracy of +/- 6 seconds.
 ME1042
 ME1042.The orthometric height was determined by differential leveling and
 ME1042.adjusted by the NATIONAL GEODETIC SURVEY
 ME1042.in June 1991.
 ME1042
 ME1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1042.GEOID18 height accuracy estimate available here.
 ME1042
 ME1042.Click photographs - Photos may exist for this station.
 ME1042
 ME1042.The dynamic height is computed by dividing the NAVD 88
 ME1042.geopotential number by the normal gravity value computed on the
 ME1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1042.degrees latitude (g = 980.6199 gals.).
 ME1042
 ME1042.The modeled gravity was interpolated from observed gravity values.
 ME1042
 ME1042;                    North         East    Units  Estimated Accuracy
 ME1042;SPC IN W     -   707,510.      896,320.      MT  (+/- 180 meters Scaled)
 ME1042
 ME1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM893076(NAD 83)
 ME1042
 ME1042                          SUPERSEDED SURVEY CONTROL
 ME1042
 ME1042  NGVD 29 (??/??/92)  193.625  (m)          635.25   (f) ADJ UNCH    2 0
 ME1042
 ME1042.Superseded values are not recommended for survey control.
 ME1042
 ME1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1042.See file dsdata.pdf to determine how the superseded data were derived.
 ME1042
 ME1042_MARKER: Q = CHISELED SQUARE
 ME1042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1042_SP_SET: CULVERT HEADWALL
 ME1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1042+STABILITY: SURFACE MOTION
 ME1042
 ME1042  HISTORY     - Date     Condition        Report By
 ME1042  HISTORY     - 1934     MONUMENTED       USGS
 ME1042  HISTORY     - 1934     GOOD             CGS
 ME1042  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1042
 ME1042                          STATION DESCRIPTION
 ME1042
 ME1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1042'2.8 MI W FROM PORTER.
 ME1042'2.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1042'STATION AT PORTER, PORTER COUNTY, ABOUT 130 YARDS SOUTHWEST OF
 ME1042'THE OVERHEAD CROSSING OF U.S. HIGHWAY 12, 18 YARDS NORTHEAST OF
 ME1042'BENCH MARK TT 13 WO 1934 USGS DESCRIBED ABOVE, AT A HIGHWAY CULVERT,
 ME1042'ON THE TOP OF THE SOUTHEAST CONCRETE HEADWALL, 4 INCHES SOUTHWEST
 ME1042'OF THE NORTHEAST END, AND 7 YARDS SOUTHEAST OF THE CENTERLINE OF
 ME1042'THE HIGHWAY.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS
 ME1042'RM 635.6.
 ME1042
 ME1042                          STATION RECOVERY (1978)
 ME1042
 ME1042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1699 ***********************************************************************
 HZ1699  DESIGNATION -  TT 15 T
 HZ1699  PID         -  HZ1699
 HZ1699  STATE/COUNTY-  IN/JEFFERSON
 HZ1699  COUNTRY     -  US
 HZ1699  USGS QUAD   -  KENT (2019)
 HZ1699
 HZ1699                         *CURRENT SURVEY CONTROL
 HZ1699  ______________________________________________________________________
 HZ1699* NAD 83(1986) POSITION- 38 42 46.21   (N) 085 30 26.19   (W)   HD_HELD1
 HZ1699* NAVD 88 ORTHO HEIGHT -   239.618 (meters)      786.15  (feet) ADJUSTED
 HZ1699  ______________________________________________________________________
 HZ1699  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 HZ1699  DYNAMIC HEIGHT  -        239.460 (meters)      785.63  (feet) COMP
 HZ1699  MODELED GRAVITY -    979,960.2   (mgal)                       NAVD 88
 HZ1699
 HZ1699  VERT ORDER      -  FIRST     CLASS II
 HZ1699
 HZ1699.The horizontal coordinates were determined by differentially corrected
 HZ1699.hand held GPS observations or other comparable positioning techniques
 HZ1699.and have an estimated accuracy of +/- 3 meters.
 HZ1699
 HZ1699.The orthometric height was determined by differential leveling and
 HZ1699.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1699.in June 1991.
 HZ1699
 HZ1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1699.GEOID18 height accuracy estimate available here.
 HZ1699
 HZ1699.Click photographs - Photos may exist for this station.
 HZ1699
 HZ1699.The dynamic height is computed by dividing the NAVD 88
 HZ1699.geopotential number by the normal gravity value computed on the
 HZ1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1699.degrees latitude (g = 980.6199 gals.).
 HZ1699
 HZ1699.The modeled gravity was interpolated from observed gravity values.
 HZ1699
 HZ1699;                    North         East    Units  Estimated Accuracy
 HZ1699;SPC IN E     -   384,630.6     113,862.7     MT  (+/- 3 meters HH1 GPS) 
 HZ1699
 HZ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2978185967(NAD 83)
 HZ1699
 HZ1699                          SUPERSEDED SURVEY CONTROL
 HZ1699
 HZ1699  NGVD 29 (??/??/92)  239.779  (m)          786.67   (f) ADJ UNCH    1 2
 HZ1699
 HZ1699.Superseded values are not recommended for survey control.
 HZ1699
 HZ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1699.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1699
 HZ1699_MARKER: DD = SURVEY DISK
 HZ1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1699_STAMPING: TT15 1937 786
 HZ1699_MARK LOGO: USGS
 HZ1699_PROJECTION: PROJECTING 30 CENTIMETERS
 HZ1699_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1699+STABILITY: SURFACE MOTION
 HZ1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1699+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1699
 HZ1699  HISTORY     - Date     Condition        Report By
 HZ1699  HISTORY     - 1937     MONUMENTED       USGS
 HZ1699  HISTORY     - 1965     GOOD             CGS
 HZ1699  HISTORY     - 20151202 GOOD             INDOT
 HZ1699  HISTORY     - 20190915 GOOD             USPSQD
 HZ1699
 HZ1699                          STATION DESCRIPTION
 HZ1699
 HZ1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1699'2.1 MI W FROM HANOVER.
 HZ1699'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1699'METHODIST CHURCH AT HANOVER, IN SECTION 10, T 3 N, R 9 E, AT
 HZ1699'THE INTERSECTION OF THE HIGHWAY AND A ROAD, 32 FEET NORTH OF
 HZ1699'THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF THE CENTER LINE
 HZ1699'OF THE ROAD, 12 FEET WEST OF THE CENTER LINE OF A PRIVATE
 HZ1699'DRIVEWAY, 4 1/2 FEET NORTHEAST OF A POWER POLE, 1.0 FOOT EAST
 HZ1699'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HZ1699'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HZ1699'INCHES.
 HZ1699
 HZ1699                          STATION RECOVERY (2015)
 HZ1699
 HZ1699'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 HZ1699'RECOVERED AS DESCRIBED.
 HZ1699
 HZ1699                          STATION RECOVERY (2019)
 HZ1699
 HZ1699'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1073 ***********************************************************************
 KA1073  DESIGNATION -  TT 16 D
 KA1073  PID         -  KA1073
 KA1073  STATE/COUNTY-  IN/VIGO
 KA1073  COUNTRY     -  US
 KA1073  USGS QUAD   -  TERRE HAUTE (2019)
 KA1073
 KA1073                         *CURRENT SURVEY CONTROL
 KA1073  ______________________________________________________________________
 KA1073* NAD 83(1997) POSITION- 39 28 15.97808(N) 087 22 43.57540(W)   ADJUSTED
 KA1073* NAVD 88 ORTHO HEIGHT -   153.396 (meters)      503.27  (feet) ADJUSTED
 KA1073  ______________________________________________________________________
 KA1073  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 KA1073  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 KA1073  DYNAMIC HEIGHT  -        153.309 (meters)      502.98  (feet) COMP
 KA1073  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 KA1073
 KA1073  HORZ ORDER      -  SECOND
 KA1073  VERT ORDER      -  SECOND    CLASS 0
 KA1073
 KA1073.The horizontal coordinates were established by classical geodetic methods
 KA1073.and adjusted by the National Geodetic Survey in May 1999.
 KA1073
 KA1073.The orthometric height was determined by differential leveling and
 KA1073.adjusted by the NATIONAL GEODETIC SURVEY
 KA1073.in June 1991.
 KA1073
 KA1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1073.GEOID18 height accuracy estimate available here.
 KA1073
 KA1073.Click photographs - Photos may exist for this station.
 KA1073
 KA1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1073
 KA1073.The dynamic height is computed by dividing the NAVD 88
 KA1073.geopotential number by the normal gravity value computed on the
 KA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1073.degrees latitude (g = 980.6199 gals.).
 KA1073
 KA1073.The modeled gravity was interpolated from observed gravity values.
 KA1073
 KA1073. The following values were computed from the NAD 83(1997) position.
 KA1073
 KA1073;                    North         East     Units Scale Factor Converg.
 KA1073;SPC IN W     -   468,838.283   874,578.708   MT  0.99997462   -0 11 16.1
 KA1073;SPC IN W     - 1,538,180.27  2,869,346.98   sFT  0.99997462   -0 11 16.1
 KA1073;UTM  16      - 4,369,126.191   467,420.121   MT  0.99961307   -0 14 26.8
 KA1073
 KA1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1073!SPC IN W     -   0.99998107  x   0.99997462  =   0.99995569
 KA1073!UTM  16      -   0.99998107  x   0.99961307  =   0.99959415
 KA1073
 KA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6742069126(NAD 83)
 KA1073
 KA1073                          SUPERSEDED SURVEY CONTROL
 KA1073
 KA1073  NAD 83(1986)-  39 28 15.98433(N)    087 22 43.56759(W) AD(       ) 2
 KA1073  NAD 27      -  39 28 15.85200(N)    087 22 43.49320(W) AD(       ) 2
 KA1073  NGVD 29 (??/??/92)  153.502  (m)          503.61   (f) ADJ UNCH    2 0
 KA1073  NGVD 29             154.11   (m)          505.6    (f) LEVELING    3  
 KA1073
 KA1073.Superseded values are not recommended for survey control.
 KA1073
 KA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1073.See file dsdata.pdf to determine how the superseded data were derived.
 KA1073
 KA1073_MARKER: DD = SURVEY DISK
 KA1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1073_STAMPING: 503 TT 16 D 1938
 KA1073_MARK LOGO: USGS
 KA1073_PROJECTION: FLUSH
 KA1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1073+STABILITY: SURFACE MOTION
 KA1073
 KA1073  HISTORY     - Date     Condition        Report By
 KA1073  HISTORY     - 1938     MONUMENTED       USGS
 KA1073  HISTORY     - 1946     GOOD             CGS
 KA1073  HISTORY     - 1947     GOOD             USGS
 KA1073  HISTORY     - 1965     GOOD             LOCENG
 KA1073  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1073  HISTORY     - 19900428 MARK NOT FOUND   USPSQD
 KA1073
 KA1073                          STATION DESCRIPTION
 KA1073
 KA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1073'AT TERRE HAUTE.
 KA1073'AT TERRE HAUTE, AT THE INTERSECTION OF WABASH AVENUE (U.S.
 KA1073'HIGHWA 40) AND 25TH STREET, IN THE SOUTHWEST CORNER OF THE
 KA1073'CHAUNCEY ROSE SCHOOL GROUNDS, 80 FEET NORTH OF THE CENTER LINE
 KA1073'OF THE HIGHWAY, 39 FEET EAST OF AND ABOUT 3 FEET ABOVE THE CENTER
 KA1073'LINE OF 25TH STREET, 16 FEET NORTHWEST OF THE CENTER LINE OF
 KA1073'THE DRIVE WAY TO THE SCHOOL.  A UNITED STATES GEOLOGICAL SURVEY
 KA1073'STANDARD DISK, STAMPED 503 TT 16 D 1938 AND SET IN THE TOP OF A
 KA1073'CONCRETE POST FLUSH WITH THE GROUND.
 KA1073
 KA1073                          STATION RECOVERY (1947)
 KA1073
 KA1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (FXP)
 KA1073'THIS IS A TRAVERSE STATION.
 KA1073'
 KA1073'STATION IS IN THE EAST END OF TERRE HAUTE, 1.5 MILES EAST OF JUNCTION
 KA1073'OF U.S. HIGHWAYS 40 AND 41 VIA U.S. HIGHWAY 40, ON THE GROUNDS OF
 KA1073'THE CHAUNCEY ROSE SCHOOL, 38 FEET EAST OF APPROXIMATE CENTERLINE OF
 KA1073'N. 25TH STREET, AND 23.272 METERS 76.35 FEET SOUTH-SOUTHWEST
 KA1073'OF TRIANGULATION STATION ROSE BY A TRAVERSE CONNECTION. THIS IS A
 KA1073'BRONZE DISK SET IN A SQUARE, CONCRETE POST. THE MARK IS FLUSH
 KA1073'WITH THE GROUND, AND THE DISK IS STAMPED TT 16D 1938 503.
 KA1073
 KA1073                          STATION RECOVERY (1965)
 KA1073
 KA1073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (HER)
 KA1073'SEE RUBBING.
 KA1073'
 KA1073'APPARANTLY NOT YET DISTURBED.  GRADE HAS BEEN CUT DOWN ABOUT 18
 KA1073'INCHES ALL AROUND.  PRESERVATION WITHOUT RESETTING IS DOUBTFUL.
 KA1073'THERE IS NEW CONSTRUCTION IN THE AREA.
 KA1073'
 KA1073'MARKER CANNOT BE PRESERVED WITHOUT RESETTING.
 KA1073
 KA1073                          STATION RECOVERY (1985)
 KA1073
 KA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1073'THE MARK LOCATION IS NOW A SHOPPING CENTER POINT.
 KA1073
 KA1073                          STATION RECOVERY (1990)
 KA1073
 KA1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2049 ***********************************************************************
 HZ2049  DESIGNATION -  TT 16 T
 HZ2049  PID         -  HZ2049
 HZ2049  STATE/COUNTY-  IN/JEFFERSON
 HZ2049  COUNTRY     -  US
 HZ2049  USGS QUAD   -  MADISON WEST (2019)
 HZ2049
 HZ2049                         *CURRENT SURVEY CONTROL
 HZ2049  ______________________________________________________________________
 HZ2049* NAD 83(1997) POSITION- 38 39 55.14295(N) 085 29 51.13416(W)   ADJUSTED
 HZ2049* NAVD 88 ORTHO HEIGHT -   240.20  (+/-2cm)      788.1   (feet) VERTCON3
 HZ2049  ______________________________________________________________________
 HZ2049  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 HZ2049  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 HZ2049  HORZ ORDER      -  SECOND
 HZ2049  VERT ORDER      -  THIRD ? (See Below)
 HZ2049
 HZ2049.The horizontal coordinates were established by classical geodetic methods
 HZ2049.and adjusted by the National Geodetic Survey in May 1999.
 HZ2049
 HZ2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2049
 HZ2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2049.GEOID18 height accuracy estimate available here.
 HZ2049
 HZ2049.The vertical order pertains to the NGVD 29 superseded value.
 HZ2049
 HZ2049.Click photographs - Photos may exist for this station.
 HZ2049
 HZ2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2049
 HZ2049. The following values were computed from the NAD 83(1997) position.
 HZ2049
 HZ2049;                    North         East     Units Scale Factor Converg.
 HZ2049;SPC IN E     -   379,357.231   114,719.356   MT  0.99996933   +0 06 20.4
 HZ2049;SPC IN E     - 1,244,607.85    376,375.09   sFT  0.99996933   +0 06 20.4
 HZ2049;SPC KY1Z     - 1,258,848.467 1,521,972.559   MT  0.99999968   +0 09 18.0
 HZ2049;SPC KY1Z     - 4,130,072.01  4,993,338.30   sFT  0.99999968   +0 09 18.0
 HZ2049;SPC KY N     -   130,083.454   391,429.858   MT  0.99996804   -0 46 33.8
 HZ2049;SPC KY N     -   426,782.13  1,284,216.13   sFT  0.99996804   -0 46 33.8
 HZ2049;UTM  16      - 4,280,708.480   630,714.881   MT  0.99981041   +0 56 19.8
 HZ2049
 HZ2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2049!SPC IN E     -   0.99996762  x   0.99996933  =   0.99993695
 HZ2049!SPC KY1Z     -   0.99996762  x   0.99999968  =   0.99996730
 HZ2049!SPC KY N     -   0.99996762  x   0.99996804  =   0.99993566
 HZ2049!UTM  16      -   0.99996762  x   0.99981041  =   0.99977804
 HZ2049
 HZ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3071480708(NAD 83)
 HZ2049
 HZ2049                          SUPERSEDED SURVEY CONTROL
 HZ2049
 HZ2049  NAD 83(1995)-  38 39 55.14304(N)    085 29 51.13253(W) AD(       ) 2
 HZ2049  NAD 83(1993)-  38 39 55.14309(N)    085 29 51.13276(W) AD(       ) 2
 HZ2049  NAD 83(1986)-  38 39 55.14480(N)    085 29 51.13924(W) AD(       ) 2
 HZ2049  NAD 27      -  38 39 54.92700(N)    085 29 51.28400(W) AD(       ) 2
 HZ2049  NGVD 29             240.36   (m)          788.6    (f) LEVELING    3  
 HZ2049
 HZ2049.Superseded values are not recommended for survey control.
 HZ2049
 HZ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2049.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2049
 HZ2049_MARKER: DB = BENCH MARK DISK
 HZ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2049_STAMPING: TT 16 T 1937 788
 HZ2049_MARK LOGO: USGS
 HZ2049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2049+STABILITY: SURFACE MOTION
 HZ2049
 HZ2049  HISTORY     - Date     Condition        Report By
 HZ2049  HISTORY     - 1937     MONUMENTED       USGS
 HZ2049  HISTORY     - 1947     GOOD             USGS
 HZ2049  HISTORY     - 19790321 GOOD             NGS
 HZ2049
 HZ2049                          STATION DESCRIPTION
 HZ2049
 HZ2049'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 HZ2049'THIS IS A TRAVERSE STATION.
 HZ2049'
 HZ2049'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE HANOVER-SALUDA
 HZ2049'TURNPIKE, ABOUT 7 MILES EAST OF LEXINGTON, 3-1/2 MILES
 HZ2049'SOUTH-SOUTHWEST OF HANOVER, AND 1 MILE NORTH OF THE HIGH SCHOOL IN
 HZ2049'SALUDA VIA THE TURNPIKE. THE MARK IS IN THE SOUTHWEST ANGLE OF A
 HZ2049'CROSSROAD INTERSECTION. A MEASUREMENT WAS MADE FROM TRIANGULATION
 HZ2049'STATION SALUDA TO THIS MARK.  IT IS 25.321 METERS 83.07 FEET
 HZ2049'SOUTHWEST OF STATION SALUDA. IT IS 25 FEET WEST OF THE APPROXIMATE
 HZ2049'CENTERLINE OF THE TURNPIKE, 18 FEET SOUTH OF THE APPROXIMATE
 HZ2049'CENTERLINE OF A GRAVEL ROAD, AND 6 FEET SOUTH OF A FENCE CORNER. THE
 HZ2049'MARK IS A STANDARD 8 BY 8 CONCRETE POST AND BRONZE DISK, WHICH
 HZ2049'PROJECTS 4 INCHES. THE DISK IS STAMPED TT 16T 1937 788.
 HZ2049
 HZ2049                          STATION RECOVERY (1979)
 HZ2049
 HZ2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HZ2049'USGS BM TT 16 T IS A STANDARD USGS DISK, STAMPED---TT 16 T 1937
 HZ2049'788---.  IT IS 21 FT (6.4 M) S OF CENTER LINE OF GRAVELED ROAD, 20 FT
 HZ2049'(6.1 M) W OF CENTER LINE OF THE PAVED ROAD AND 2 FT (0.6 M) W OF A
 HZ2049'CORNER FENCE POST.  THE MARK PROJECTS 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1996 ***********************************************************************
 JZ1996  DESIGNATION -  TT 17 T
 JZ1996  PID         -  JZ1996
 JZ1996  STATE/COUNTY-  IN/FRANKLIN
 JZ1996  COUNTRY     -  US
 JZ1996  USGS QUAD   -  METAMORA (2019)
 JZ1996
 JZ1996                         *CURRENT SURVEY CONTROL
 JZ1996  ______________________________________________________________________
 JZ1996* NAD 83(1986) POSITION- 39 22 41.72   (N) 085 10 44.46   (W)   HD_HELD1
 JZ1996* NAVD 88 ORTHO HEIGHT -   296.745 (meters)      973.57  (feet) ADJUSTED
 JZ1996  ______________________________________________________________________
 JZ1996  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JZ1996  DYNAMIC HEIGHT  -        296.562 (meters)      972.97  (feet) COMP
 JZ1996  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ1996
 JZ1996  VERT ORDER      -  SECOND    CLASS 0
 JZ1996
 JZ1996.The horizontal coordinates were determined by differentially corrected
 JZ1996.hand held GPS observations or other comparable positioning techniques
 JZ1996.and have an estimated accuracy of +/- 3 meters.
 JZ1996
 JZ1996.The orthometric height was determined by differential leveling and
 JZ1996.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1996.in June 1991.
 JZ1996
 JZ1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1996.GEOID18 height accuracy estimate available here.
 JZ1996
 JZ1996.Click photographs - Photos may exist for this station.
 JZ1996
 JZ1996.The dynamic height is computed by dividing the NAVD 88
 JZ1996.geopotential number by the normal gravity value computed on the
 JZ1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1996.degrees latitude (g = 980.6199 gals.).
 JZ1996
 JZ1996.The modeled gravity was interpolated from observed gravity values.
 JZ1996
 JZ1996;                    North         East    Units  Estimated Accuracy
 JZ1996;SPC IN E     -   458,601.9     142,016.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1996
 JZ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5684460334(NAD 83)
 JZ1996
 JZ1996                          SUPERSEDED SURVEY CONTROL
 JZ1996
 JZ1996  NGVD 29 (??/??/92)  296.898  (m)          974.07   (f) ADJ UNCH    2 0
 JZ1996
 JZ1996.Superseded values are not recommended for survey control.
 JZ1996
 JZ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1996.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1996
 JZ1996_MARKER: DD = SURVEY DISK
 JZ1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1996_STAMPING: 974 TT 17 T 1943
 JZ1996_MARK LOGO: USGS
 JZ1996_PROJECTION: FLUSH
 JZ1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1996+STABILITY: SURFACE MOTION
 JZ1996
 JZ1996  HISTORY     - Date     Condition        Report By
 JZ1996  HISTORY     - 1943     MONUMENTED       USGS
 JZ1996  HISTORY     - 1947     GOOD             CGS
 JZ1996
 JZ1996                          STATION DESCRIPTION
 JZ1996
 JZ1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1996'1.6 MI S FROM PEPPERTOWN.
 JZ1996'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 229 FROM THE LUTHERAN
 JZ1996'CHURCH AT PEPPERTOWN, IN THE SOUTHEAST QUARTER OF THE JUNCTION
 JZ1996'OF A GRAVEL SIDE ROAD LEADING EAST, ABOUT 0.25 MILE SOUTH OF
 JZ1996'THE JUNCTION OF A GRAVEL ROAD WEST, 18 FEET EAST OF THE CENTER
 JZ1996'LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE GRAVEL ROAD, 2.5
 JZ1996'FEET SOUTHEAST OF POWER POLE NO. 220, 2.5 FEET NORTH OF A WHITE
 JZ1996'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JZ1996'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2034 ***********************************************************************
 HZ2034  DESIGNATION -  TT 17 T
 HZ2034  PID         -  HZ2034
 HZ2034  STATE/COUNTY-  IN/JEFFERSON
 HZ2034  COUNTRY     -  US
 HZ2034  USGS QUAD   -  BETHLEHEM (2019)
 HZ2034
 HZ2034                         *CURRENT SURVEY CONTROL
 HZ2034  ______________________________________________________________________
 HZ2034* NAD 83(1997) POSITION- 38 37 17.79935(N) 085 29 33.84609(W)   ADJUSTED
 HZ2034* NAVD 88 ORTHO HEIGHT -   234.20  (+/-2cm)      768.4   (feet) VERTCON3
 HZ2034  ______________________________________________________________________
 HZ2034  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 HZ2034  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 HZ2034  HORZ ORDER      -  SECOND
 HZ2034  VERT ORDER      -  THIRD ? (See Below)
 HZ2034
 HZ2034.The horizontal coordinates were established by classical geodetic methods
 HZ2034.and adjusted by the National Geodetic Survey in May 1999.
 HZ2034
 HZ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2034
 HZ2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2034.GEOID18 height accuracy estimate available here.
 HZ2034
 HZ2034.The vertical order pertains to the NGVD 29 superseded value.
 HZ2034
 HZ2034.Click photographs - Photos may exist for this station.
 HZ2034
 HZ2034.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2034
 HZ2034. The following values were computed from the NAD 83(1997) position.
 HZ2034
 HZ2034;                    North         East     Units Scale Factor Converg.
 HZ2034;SPC IN E     -   374,506.362   115,146.493   MT  0.99996949   +0 06 30.8
 HZ2034;SPC IN E     - 1,228,692.96    377,776.45   sFT  0.99996949   +0 06 30.8
 HZ2034;SPC KY1Z     - 1,253,997.846 1,522,403.887   MT  0.99998945   +0 09 28.6
 HZ2034;SPC KY1Z     - 4,114,157.93  4,994,753.42   sFT  0.99998945   +0 09 28.6
 HZ2034;SPC KY N     -   125,226.599   391,782.301   MT  0.99996570   -0 46 23.0
 HZ2034;SPC KY N     -   410,847.60  1,285,372.43   sFT  0.99996570   -0 46 23.0
 HZ2034;UTM  16      - 4,275,865.098   631,212.397   MT  0.99981202   +0 56 27.3
 HZ2034
 HZ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2034!SPC IN E     -   0.99996856  x   0.99996949  =   0.99993805
 HZ2034!SPC KY1Z     -   0.99996856  x   0.99998945  =   0.99995801
 HZ2034!SPC KY N     -   0.99996856  x   0.99996570  =   0.99993426
 HZ2034!UTM  16      -   0.99996856  x   0.99981202  =   0.99978058
 HZ2034
 HZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3121275865(NAD 83)
 HZ2034
 HZ2034                          SUPERSEDED SURVEY CONTROL
 HZ2034
 HZ2034  NAD 83(1995)-  38 37 17.79923(N)    085 29 33.84518(W) AD(       ) 2
 HZ2034  NAD 83(1993)-  38 37 17.79918(N)    085 29 33.84549(W) AD(       ) 2
 HZ2034  NAD 83(1986)-  38 37 17.80134(N)    085 29 33.85169(W) AD(       ) 2
 HZ2034  NAD 27      -  38 37 17.58300(N)    085 29 33.99700(W) AD(       ) 2
 HZ2034  NGVD 29             234.36   (m)          768.9    (f) LEVELING    3  
 HZ2034
 HZ2034.Superseded values are not recommended for survey control.
 HZ2034
 HZ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2034.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2034
 HZ2034_MARKER: DD = SURVEY DISK
 HZ2034_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2034_STAMPING: TT 17T 1938 769
 HZ2034_MARK LOGO: USGS
 HZ2034_PROJECTION: FLUSH
 HZ2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2034
 HZ2034  HISTORY     - Date     Condition        Report By
 HZ2034  HISTORY     - 1938     MONUMENTED       USGS
 HZ2034
 HZ2034                          STATION DESCRIPTION
 HZ2034
 HZ2034'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FXP)
 HZ2034'THIS IS A TRAVERSE STATION.
 HZ2034'
 HZ2034'THE STATION IS LOCATED IN THE MT. ZION METHODIST CHURCH YARD, IN THE
 HZ2034'SMALL COMMUNITY OF PAYNESVILLE, WHICH IS ABOUT 8 MILES
 HZ2034'SOUTH-SOUTHWEST OF HANOVER. IT IS 103 FEET EAST OF THE CENTERLINE OF
 HZ2034'A BLACK TOP ROAD, AND 5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HZ2034'MT. ZION METHODIST CHURCH. THE MARK IS FLUSH WITH THE GROUND, AND THE
 HZ2034'DISK IS STAMPED TT 17T 1938 769.
 HZ2034'
 HZ2034'TO REACH THE STATION FROM THE POST OFFICE IN HANOVER, GO WEST ON MAIN
 HZ2034'STREET FOR 0.3 MILE TO A CROSSROAD, TURN LEFT HERE AND GO 5.2
 HZ2034'MILE TO A CROSSROAD IN THE SMALL COMMUNITY OF SALUDA, CONTINUE
 HZ2034'STRAIGHT AHEAD FOR 2.2 MILES TO THE STATION ON THE LEFT.
 HZ2034'
 HZ2034'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION PAYNE TO
 HZ2034'THIS U.S.G.S. MARK. IT IS 20.042 METERS 65.75 FEET SOUTHEAST
 HZ2034'OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3368 ***********************************************************************
 ME3368  DESIGNATION -  TT 18 ARK RESET
 ME3368  PID         -  ME3368
 ME3368  STATE/COUNTY-  IN/LAKE
 ME3368  COUNTRY     -  US
 ME3368  USGS QUAD   -  GARY (2019)
 ME3368
 ME3368                         *CURRENT SURVEY CONTROL
 ME3368  ______________________________________________________________________
 ME3368* NAD 83(1986) POSITION- 41 36 07.     (N) 087 21 24.     (W)   SCALED
 ME3368* NAVD 88 ORTHO HEIGHT -   181.589 (meters)      595.76  (feet) ADJUSTED
 ME3368  ______________________________________________________________________
 ME3368  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 ME3368  DYNAMIC HEIGHT  -        181.522 (meters)      595.54  (feet) COMP
 ME3368  MODELED GRAVITY -    980,250.8   (mgal)                       NAVD 88
 ME3368
 ME3368  VERT ORDER      -  FIRST     CLASS II
 ME3368
 ME3368.The horizontal coordinates were scaled from a map and have
 ME3368.an estimated accuracy of +/- 6 seconds.
 ME3368
 ME3368.The orthometric height was determined by differential leveling and
 ME3368.adjusted by the NATIONAL GEODETIC SURVEY
 ME3368.in April 1995.
 ME3368
 ME3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3368.GEOID18 height accuracy estimate available here.
 ME3368
 ME3368.Click photographs - Photos may exist for this station.
 ME3368
 ME3368.The dynamic height is computed by dividing the NAVD 88
 ME3368.geopotential number by the normal gravity value computed on the
 ME3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3368.degrees latitude (g = 980.6199 gals.).
 ME3368
 ME3368.The modeled gravity was interpolated from observed gravity values.
 ME3368
 ME3368;                    North         East    Units  Estimated Accuracy
 ME3368;SPC IN W     -   705,440.      877,210.      MT  (+/- 180 meters Scaled)
 ME3368
 ME3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM702056(NAD 83)
 ME3368
 ME3368                          SUPERSEDED SURVEY CONTROL
 ME3368
 ME3368  NGVD 29 (01/19/93)  181.692  (m)          596.10   (f) ADJUSTED    1 2
 ME3368
 ME3368.Superseded values are not recommended for survey control.
 ME3368
 ME3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3368.See file dsdata.pdf to determine how the superseded data were derived.
 ME3368
 ME3368_MARKER: DV = VERTICAL CONTROL DISK
 ME3368_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME3368_SP_SET: SIDEWALK
 ME3368_STAMPING: TT 18 ARK USGS RESET 1990
 ME3368_MARK LOGO: NGS
 ME3368_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3368+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 ME3368
 ME3368  HISTORY     - Date     Condition        Report By
 ME3368  HISTORY     - 1990     MONUMENTED       NGS
 ME3368  HISTORY     - 19920807 GOOD             NGS
 ME3368
 ME3368                          STATION DESCRIPTION
 ME3368
 ME3368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3368'IN GARY, AT THE INTERSECTION OF EAST 5TH AVENUE AND GRANT STREET, NEAR
 ME3368'THE CENTER OF A CONCRETE SIDEWALK AT THE NORTHEAST CORNER OF THE
 ME3368'INTERSECTION, 10.0 M (32.8 FT) NORTH OF THE AVENUE CENTER, 9.2 M
 ME3368'(30.2 FT) EAST OF THE STREET CENTERLINE, 1.6 M (5.2 FT)
 ME3368'SOUTH-SOUTHEAST OF A SIGNAL LIGHT POLE, AND FLUSH WITH THE GROUND
 ME3368'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2203 ***********************************************************************
 LB2203  DESIGNATION -  TT 18 D
 LB2203  PID         -  LB2203
 LB2203  STATE/COUNTY-  IN/TIPPECANOE
 LB2203  COUNTRY     -  US
 LB2203  USGS QUAD   -  OTTERBEIN (2019)
 LB2203
 LB2203                         *CURRENT SURVEY CONTROL
 LB2203  ______________________________________________________________________
 LB2203* NAD 83(1997) POSITION- 40 26 43.54813(N) 087 03 35.21260(W)   ADJUSTED
 LB2203* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 LB2203  ______________________________________________________________________
 LB2203  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB2203  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LB2203  HORZ ORDER      -  SECOND
 LB2203
 LB2203.The horizontal coordinates were established by classical geodetic methods
 LB2203.and adjusted by the National Geodetic Survey in May 1999.
 LB2203
 LB2203.The orthometric height was scaled from a topographic map.
 LB2203
 LB2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2203.GEOID18 height accuracy estimate available here.
 LB2203
 LB2203.Click photographs - Photos may exist for this station.
 LB2203
 LB2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2203
 LB2203. The following values were computed from the NAD 83(1997) position.
 LB2203
 LB2203;                    North         East     Units Scale Factor Converg.
 LB2203;SPC IN W     -   576,976.323   901,998.005   MT  0.99996672   +0 00 55.0
 LB2203;SPC IN W     - 1,892,963.15  2,959,305.12   sFT  0.99996672   +0 00 55.0
 LB2203;UTM  16      - 4,477,199.219   494,930.399   MT  0.99960032   -0 02 19.6
 LB2203
 LB2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2203!SPC IN W     -   0.99997280  x   0.99996672  =   0.99993953
 LB2203!UTM  16      -   0.99997280  x   0.99960032  =   0.99957314
 LB2203
 LB2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9493077199(NAD 83)
 LB2203
 LB2203                          SUPERSEDED SURVEY CONTROL
 LB2203
 LB2203  NAD 83(1986)-  40 26 43.55554(N)    087 03 35.22382(W) AD(       ) 2
 LB2203  NAD 27      -  40 26 43.43520(N)    087 03 35.17220(W) AD(       ) 2
 LB2203
 LB2203.Superseded values are not recommended for survey control.
 LB2203
 LB2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2203.See file dsdata.pdf to determine how the superseded data were derived.
 LB2203
 LB2203_MARKER: DB = BENCH MARK DISK
 LB2203_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2203_STAMPING: TT 18 D 1939
 LB2203_MARK LOGO: USGS
 LB2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2203
 LB2203  HISTORY     - Date     Condition        Report By
 LB2203  HISTORY     - 1939     MONUMENTED       USGS
 LB2203  HISTORY     - 1948     GOOD             CGS
 LB2203
 LB2203                          STATION DESCRIPTION
 LB2203
 LB2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2203'THIS IS A TRAVERSE STATION.
 LB2203'
 LB2203'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LA FAYETTE AND 2 MILES
 LB2203'SOUTHWEST OF MONTMORENCI ON PROPERTY OWNED BY MR. RAYMOND BENNETT.
 LB2203'IT IS 23 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY NO. 26 AND
 LB2203'GRAVEL ROAD NORTH, 4 FEET SOUTHWEST OF A CONCRETE FENCE POST AND 2
 LB2203'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A
 LB2203'6X6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 LB2203'WITH A STANDARD USGS BM DISK STAMPED TT 18 D 1939.  A TRAVERSE
 LB2203'CONNECTION WAS MADE FROM TRIANGULATION STATION INDIAN AND THE
 LB2203'DISTANCE WAS FOUND TO BE 60.53 FEET (18.449 METERS).
 LB2203'
 LB2203'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 52 AND
 LB2203'STATE HIGHWAY NO. 26 IN WEST LA FAYETTE GO WEST ON STATE HIGHWAY NO.
 LB2203'26 FOR 8.5 MILES TO A T-ROAD NORTH AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1968 ***********************************************************************
 JZ1968  DESIGNATION -  TT 18 T 720
 JZ1968  PID         -  JZ1968
 JZ1968  STATE/COUNTY-  IN/FRANKLIN
 JZ1968  COUNTRY     -  US
 JZ1968  USGS QUAD   -  METAMORA (2019)
 JZ1968
 JZ1968                         *CURRENT SURVEY CONTROL
 JZ1968  ______________________________________________________________________
 JZ1968* NAD 83(1986) POSITION- 39 23 05.97   (N) 085 12 54.66   (W)   HD_HELD1
 JZ1968* NAVD 88 ORTHO HEIGHT -   219.220 (meters)      719.22  (feet) ADJUSTED
 JZ1968  ______________________________________________________________________
 JZ1968  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 JZ1968  DYNAMIC HEIGHT  -        219.086 (meters)      718.78  (feet) COMP
 JZ1968  MODELED GRAVITY -    980,008.8   (mgal)                       NAVD 88
 JZ1968
 JZ1968  VERT ORDER      -  SECOND    CLASS 0
 JZ1968
 JZ1968.The horizontal coordinates were determined by differentially corrected
 JZ1968.hand held GPS observations or other comparable positioning techniques
 JZ1968.and have an estimated accuracy of +/- 3 meters.
 JZ1968
 JZ1968.The orthometric height was determined by differential leveling and
 JZ1968.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1968.in June 1991.
 JZ1968
 JZ1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1968.GEOID18 height accuracy estimate available here.
 JZ1968
 JZ1968.Click photographs - Photos may exist for this station.
 JZ1968
 JZ1968.The dynamic height is computed by dividing the NAVD 88
 JZ1968.geopotential number by the normal gravity value computed on the
 JZ1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1968.degrees latitude (g = 980.6199 gals.).
 JZ1968
 JZ1968.The modeled gravity was interpolated from observed gravity values.
 JZ1968
 JZ1968;                    North         East    Units  Estimated Accuracy
 JZ1968;SPC IN E     -   459,333.6     138,896.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1968
 JZ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5371461020(NAD 83)
 JZ1968
 JZ1968                          SUPERSEDED SURVEY CONTROL
 JZ1968
 JZ1968  NGVD 29 (??/??/92)  219.369  (m)          719.71   (f) ADJ UNCH    2 0
 JZ1968
 JZ1968.Superseded values are not recommended for survey control.
 JZ1968
 JZ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1968.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1968
 JZ1968_MARKER: DD = SURVEY DISK
 JZ1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1968_STAMPING: TT 18 T 720 1943
 JZ1968_MARK LOGO: USGS
 JZ1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1968+STABILITY: SURFACE MOTION
 JZ1968
 JZ1968  HISTORY     - Date     Condition        Report By
 JZ1968  HISTORY     - 1943     MONUMENTED       USGS
 JZ1968  HISTORY     - 1947     GOOD             CGS
 JZ1968
 JZ1968                          STATION DESCRIPTION
 JZ1968
 JZ1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1968'2.2 MI E FROM HAMBURG.
 JZ1968'ABOUT 2.2 MILES EAST ALONG THE PEPPERTOWN ROAD FROM THE CATHOLIC
 JZ1968'CHURCH AT HAMBURG, ABOUT 3.55 MILES SOUTHWEST OF THE LUTHEREN
 JZ1968'CHURCH AT PEPPERTOWN, ABOUT 0.1 MILE EAST OF A FORD AT HARPERS
 JZ1968'CREEK, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD
 JZ1968'LEADING SOUTH TO OLDENSBURG, 33 FEET SOUTH OF THE CENTER LINE
 JZ1968'OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 JZ1968'25 FEET SOUTH OF A 2-FOOT ELM TREE AT A FENCE CORNER, 5 FEET
 JZ1968'WEST OF THE FENCE LINE, 14 FEET NORTHEAST OF THE CENTER OF AN
 JZ1968'OLD WELL, ABOUT 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ1968'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1119 ***********************************************************************
 JA1119  DESIGNATION -  TT 19 CEM
 JA1119  PID         -  JA1119
 JA1119  STATE/COUNTY-  IN/GIBSON
 JA1119  COUNTRY     -  US
 JA1119  USGS QUAD   -  PRINCETON (2019)
 JA1119
 JA1119                         *CURRENT SURVEY CONTROL
 JA1119  ______________________________________________________________________
 JA1119* NAD 83(1986) POSITION- 38 19 49.37   (N) 087 30 07.16   (W)   HD_HELD1
 JA1119* NAVD 88 ORTHO HEIGHT -   144.055 (meters)      472.62  (feet) ADJUSTED
 JA1119  ______________________________________________________________________
 JA1119  GEOID HEIGHT    -        -31.558 (meters)                     GEOID18
 JA1119  DYNAMIC HEIGHT  -        143.960 (meters)      472.31  (feet) COMP
 JA1119  MODELED GRAVITY -    979,963.7   (mgal)                       NAVD 88
 JA1119
 JA1119  VERT ORDER      -  FIRST     CLASS II
 JA1119
 JA1119.The horizontal coordinates were determined by differentially corrected
 JA1119.hand held GPS observations or other comparable positioning techniques
 JA1119.and have an estimated accuracy of +/- 3 meters.
 JA1119
 JA1119.The orthometric height was determined by differential leveling and
 JA1119.adjusted by the NATIONAL GEODETIC SURVEY
 JA1119.in June 1991.
 JA1119
 JA1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1119.GEOID18 height accuracy estimate available here.
 JA1119
 JA1119.Click photographs - Photos may exist for this station.
 JA1119
 JA1119.The dynamic height is computed by dividing the NAVD 88
 JA1119.geopotential number by the normal gravity value computed on the
 JA1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1119.degrees latitude (g = 980.6199 gals.).
 JA1119
 JA1119.The modeled gravity was interpolated from observed gravity values.
 JA1119
 JA1119;                    North         East    Units  Estimated Accuracy
 JA1119;SPC IN W     -   342,247.9     863,395.2     MT  (+/- 3 meters HH1 GPS) 
 JA1119
 JA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5612542591(NAD 83)
 JA1119
 JA1119                          SUPERSEDED SURVEY CONTROL
 JA1119
 JA1119  NGVD 29 (??/??/92)  144.192  (m)          473.07   (f) ADJ UNCH    1 2
 JA1119
 JA1119.Superseded values are not recommended for survey control.
 JA1119
 JA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1119.See file dsdata.pdf to determine how the superseded data were derived.
 JA1119
 JA1119_MARKER: DB = BENCH MARK DISK
 JA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1119_STAMPING: TT 19 CEM 1957 473
 JA1119_MARK LOGO: USGS
 JA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1119+STABILITY: SURFACE MOTION
 JA1119
 JA1119  HISTORY     - Date     Condition        Report By
 JA1119  HISTORY     - 1957     MONUMENTED       USGS
 JA1119  HISTORY     - 1965     GOOD             CGS
 JA1119
 JA1119                          STATION DESCRIPTION
 JA1119
 JA1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1119'3 MI W FROM FRANCISCO.
 JA1119'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 JA1119'AT FRANCISCO, THENCE 2.8 MILES WEST ALONG THE SOUTHERN RAILWAY,
 JA1119'28 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 JA1119'ROAD NUMBER 350E, 15 1/2 FEET NORTH OF THE NORTH RAIL, 20 FEET
 JA1119'WEST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE CENTER
 JA1119'LINE OF STATE HIGHWAY 64, 36 FEET WEST AND ACROSS ROAD NUMBER
 JA1119'350E FROM A POWER POLE, 10 1/2 FEET EAST OF A TELEPHONE POLE,
 JA1119'ABOUT LEVEL WITH THE TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA1119'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 JA1119'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1128 ***********************************************************************
 KA1128  DESIGNATION -  TT 19 D
 KA1128  PID         -  KA1128
 KA1128  STATE/COUNTY-  IN/VIGO
 KA1128  COUNTRY     -  US
 KA1128  USGS QUAD   -  PIMENTO (2019)
 KA1128
 KA1128                         *CURRENT SURVEY CONTROL
 KA1128  ______________________________________________________________________
 KA1128* NAD 83(1997) POSITION- 39 22 06.45202(N) 087 28 29.92311(W)   ADJUSTED
 KA1128* NAVD 88 ORTHO HEIGHT -   147.600 (meters)      484.25  (feet) ADJUSTED
 KA1128  ______________________________________________________________________
 KA1128  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KA1128  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 KA1128  DYNAMIC HEIGHT  -        147.516 (meters)      483.98  (feet) COMP
 KA1128  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 KA1128
 KA1128  HORZ ORDER      -  SECOND
 KA1128  VERT ORDER      -  FIRST     CLASS II
 KA1128
 KA1128.The horizontal coordinates were established by classical geodetic methods
 KA1128.and adjusted by the National Geodetic Survey in May 1999.
 KA1128
 KA1128.The orthometric height was determined by differential leveling and
 KA1128.adjusted by the NATIONAL GEODETIC SURVEY
 KA1128.in June 1991.
 KA1128
 KA1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1128.GEOID18 height accuracy estimate available here.
 KA1128
 KA1128.Click photographs - Photos may exist for this station.
 KA1128
 KA1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1128
 KA1128.The dynamic height is computed by dividing the NAVD 88
 KA1128.geopotential number by the normal gravity value computed on the
 KA1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1128.degrees latitude (g = 980.6199 gals.).
 KA1128
 KA1128.The modeled gravity was interpolated from observed gravity values.
 KA1128
 KA1128. The following values were computed from the NAD 83(1997) position.
 KA1128
 KA1128;                    North         East     Units Scale Factor Converg.
 KA1128;SPC IN W     -   457,474.032   866,250.912   MT  0.99998068   -0 14 54.3
 KA1128;SPC IN W     - 1,500,896.05  2,842,024.87   sFT  0.99998068   -0 14 54.3
 KA1128;UTM  16      - 4,357,773.733   459,084.842   MT  0.99962061   -0 18 04.6
 KA1128
 KA1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1128!SPC IN W     -   0.99998195  x   0.99998068  =   0.99996263
 KA1128!UTM  16      -   0.99998195  x   0.99962061  =   0.99960256
 KA1128
 KA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5908457773(NAD 83)
 KA1128
 KA1128                          SUPERSEDED SURVEY CONTROL
 KA1128
 KA1128  NAD 83(1986)-  39 22 06.45873(N)    087 28 29.91597(W) AD(       ) 2
 KA1128  NAD 27      -  39 22 06.32260(N)    087 28 29.83660(W) AD(       ) 2
 KA1128  NGVD 29 (??/??/92)  147.703  (m)          484.59   (f) ADJ UNCH    1 2
 KA1128  NGVD 29             147.70   (m)          484.6    (f) LEVELING    3  
 KA1128
 KA1128.Superseded values are not recommended for survey control.
 KA1128
 KA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1128.See file dsdata.pdf to determine how the superseded data were derived.
 KA1128
 KA1128_MARKER: DD = SURVEY DISK
 KA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1128_STAMPING: TT 19 D 1938 484
 KA1128_MARK LOGO: USGS
 KA1128_PROJECTION: RECESSED 15 CENTIMETERS
 KA1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1128+STABILITY: SURFACE MOTION
 KA1128
 KA1128  HISTORY     - Date     Condition        Report By
 KA1128  HISTORY     - 1938     MONUMENTED       USGS
 KA1128  HISTORY     - 1956     GOOD             CGS
 KA1128  HISTORY     - 19900609 GOOD             USPSQD
 KA1128  HISTORY     - 20200520 GOOD             MCA
 KA1128
 KA1128                          STATION DESCRIPTION
 KA1128
 KA1128'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FXP)
 KA1128'THIS IS A TRAVERSE STATION.
 KA1128'
 KA1128'STATION IS 0.1 MILE SOUTH FROM THE POST OFFICE IN PRAIRIETON VIA
 KA1128'STATE HIGHWAY 63, IN THE FRONT LAWN OF THE METHODIST
 KA1128'CHURCH, 41 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET, 36 FEET
 KA1128'WEST OF THE NORTHWEST CORNER OF THE CHURCH, AND 13.929 METERS
 KA1128'45.70 FEET EAST OF TRIANGULATION STATION DRAKE BY A TRAVERSE
 KA1128'CONNECTION. THIS IS A BRONZE DISK SET IN A SQUARE CONCRETE POST.
 KA1128'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TT 19D
 KA1128'1938 484.
 KA1128
 KA1128                          STATION RECOVERY (1956)
 KA1128
 KA1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KA1128'AT PRAIRIETON.
 KA1128'AT PRAIRIETON, IN THE SOUTH PART OF TOWN, IN SECTION 25, T.11 N.,
 KA1128'R.10 W., AT THE PRAIRIETON METHODIST CHURCH, 105 FEET EAST-SOUTHEAST
 KA1128'OF CENTER LINE OF STATE HIGHWAY 63, 43 FEET SOUTH OF CENTER LINE
 KA1128'OF A STREET LEADING EAST, 36 FEET WEST-NORTHWEST OF NORTHWEST
 KA1128'CORNER OF CHURCH BUILDING, 15 FEET SOUTH-SOUTHEAST OF A 24-INCH
 KA1128'HACKBERRY TREE, 9 1/2 FEET WEST-NORTHWEST OF SOUTHWEST END OF
 KA1128'CHURCH (GLASS ENCLOSED) SIGN BOARD, ABOUT 2 1/2 FEET ABOVE LEVEL
 KA1128'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 KA1128'WITH GROUND.
 KA1128
 KA1128                          STATION RECOVERY (1990)
 KA1128
 KA1128'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1128'RECOVERED IN GOOD CONDITION.
 KA1128
 KA1128                          STATION RECOVERY (2020)
 KA1128
 KA1128'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1128'THE MARK IS 9.5 FT (2.9 M) NORTHWESTERLY OF THE NORTHWEST CORNER OF A
 KA1128'CHURCH SIGN, 18 FT (5.5 M) NORTHWESTERLY OF THE NORTHEAST CORNER OF
 KA1128'THE CHURCH SIGN, 23 FT (7.0 M) SOUTHEASTERLY OF A SIDEWALK
 KA1128'INTERSECTION, 8.5 FT (2.6 M) NORTHEASTERLY OF SCOTT HARVEY MORGAN
 KA1128'MEMORIAL STONE.  THE MARK IS 3 FT (0.9 M) HIGHER THAN THE ROAD.  SET
 KA1128'MAGNETIC MATERIAL AROUND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1505 ***********************************************************************
 MD1505  CBN         -  This is a Cooperative Base Network Control Station.
 MD1505  DESIGNATION -  TT 19 D
 MD1505  PID         -  MD1505
 MD1505  STATE/COUNTY-  IN/LAGRANGE
 MD1505  COUNTRY     -  US
 MD1505  USGS QUAD   -  LAGRANGE (2019)
 MD1505
 MD1505                         *CURRENT SURVEY CONTROL
 MD1505  ______________________________________________________________________
 MD1505* NAD 83(2011) POSITION- 41 37 34.39691(N) 085 29 50.09791(W)   ADJUSTED
 MD1505* NAD 83(2011) ELLIP HT-   246.019 (meters)        (06/27/12)   ADJUSTED
 MD1505* NAD 83(2011) EPOCH   -  2010.00
 MD1505* NAVD 88 ORTHO HEIGHT -   279.3   (meters)      916.    (feet) GPS OBS
 MD1505  ______________________________________________________________________
 MD1505  NAVD 88 orthometric height was determined with an earlier geoid model
 MD1505  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 MD1505  NAD 83(2011) X  -    374,859.818 (meters)                     COMP
 MD1505  NAD 83(2011) Y  - -4,760,124.010 (meters)                     COMP
 MD1505  NAD 83(2011) Z  -  4,214,824.865 (meters)                     COMP
 MD1505  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 MD1505
 MD1505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1505  Standards:
 MD1505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1505  -------------------------------------------------------------------
 MD1505  NETWORK    0.63   1.31           0.30   0.18   0.67     -0.07129379
 MD1505  -------------------------------------------------------------------
 MD1505  Click here for local accuracies and other accuracy information.
 MD1505
 MD1505.The horizontal coordinates were established by GPS observations
 MD1505.and adjusted by the National Geodetic Survey in June 2012.
 MD1505
 MD1505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1505.been affixed to the stable North American tectonic plate. See 
 MD1505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1505
 MD1505.The horizontal coordinates are valid at the epoch date displayed above
 MD1505.which is a decimal equivalence of Year/Month/Day.
 MD1505
 MD1505.The orthometric height was determined by GPS observations and a
 MD1505.high-resolution geoid model.
 MD1505
 MD1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1505.GEOID18 height accuracy estimate available here.
 MD1505
 MD1505.Click photographs - Photos may exist for this station.
 MD1505
 MD1505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1505
 MD1505.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1505
 MD1505.The ellipsoidal height was determined by GPS observations
 MD1505.and is referenced to NAD 83.
 MD1505
 MD1505. The following values were computed from the NAD 83(2011) position.
 MD1505
 MD1505;                    North         East     Units Scale Factor Converg.
 MD1505;SPC IN E     -   708,117.866   114,117.722   MT  0.99996912   +0 06 45.1
 MD1505;SPC IN E     - 2,323,216.70    374,401.23   sFT  0.99996912   +0 06 45.1
 MD1505;UTM  16      - 4,609,367.981   625,181.602   MT  0.99979284   +0 59 54.1
 MD1505
 MD1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1505!SPC IN E     -   0.99996141  x   0.99996912  =   0.99993053
 MD1505!UTM  16      -   0.99996141  x   0.99979284  =   0.99975426
 MD1505
 MD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2518109367(NAD 83)
 MD1505
 MD1505                          SUPERSEDED SURVEY CONTROL
 MD1505
 MD1505  NAD 83(2007)-  41 37 34.39706(N)    085 29 50.09889(W) AD(2002.00) 0
 MD1505  ELLIP H (02/10/07)  246.039  (m)                       GP(2002.00)    
 MD1505  NAD 83(1997)-  41 37 34.39692(N)    085 29 50.09866(W) AD(       ) B
 MD1505  ELLIP H (04/10/98)  246.057  (m)                       GP(       ) 4 1
 MD1505  NAD 83(1995)-  41 37 34.39762(N)    085 29 50.10561(W) AD(       ) 2
 MD1505  NAD 83(1994)-  41 37 34.39872(N)    085 29 50.10779(W) AD(       ) 2
 MD1505  NAD 83(1986)-  41 37 34.39811(N)    085 29 50.11108(W) AD(       ) 2
 MD1505  NAD 27      -  41 37 34.21540(N)    085 29 50.17940(W) AD(       ) 2
 MD1505  NGVD 29             279.43   (m)          916.8    (f) LEVELING    3  
 MD1505
 MD1505.Superseded values are not recommended for survey control.
 MD1505
 MD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1505.See file dsdata.pdf to determine how the superseded data were derived.
 MD1505
 MD1505_MARKER: DB = BENCH MARK DISK
 MD1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1505_STAMPING: 917 TT 19 D 1939
 MD1505_MARK LOGO: USGS
 MD1505_PROJECTION: FLUSH
 MD1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1505+STABILITY: SURFACE MOTION
 MD1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1505+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 MD1505
 MD1505  HISTORY     - Date     Condition        Report By
 MD1505  HISTORY     - 1939     MONUMENTED       USGS
 MD1505  HISTORY     - 1947     GOOD             CGS
 MD1505  HISTORY     - 1960     GOOD             CGS
 MD1505  HISTORY     - 19970808 GOOD             SEC
 MD1505
 MD1505                          STATION DESCRIPTION
 MD1505
 MD1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1505'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF LAGRANGE IN THE
 MD1505'SOUTHWEST ANGLE OF A
 MD1505'GRAVEL CROSSROADS.  IT IS 30 FEET SOUTH OF THE CENTER OF THE
 MD1505'EAST-WEST ROAD, 20 FEET WEST OF THE
 MD1505'CENTER OF THE NORTH-SOUTH ROAD, 7 FEET SOUTH OF A FENCE AND 2 FEET
 MD1505'WEST OF A FENCE.  THE MARK IS A 6 BY 6
 MD1505'INCH CONCRETE POST, FLUSH WITH THE GROUND WITH A STANDARD
 MD1505'USGS BENCH MARK DISK STAMPED TT 19 D 1939 (ELV.) 917
 MD1505'IN THE CENTER OF THE TOP.  A TRAVERSE
 MD1505'CONNECTION WAS MADE FROM TRIANGULATION EMMA AND THE DISTANCE WAS
 MD1505'FOUND TO BE 673.3 FEET 205.22
 MD1505'METERS.
 MD1505'
 MD1505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MD1505'HIGHWAY 9 IN LAGRANGE, GO
 MD1505'WEST ON HIGHWAY 20 FOR 4.0 MILES TO A T-ROAD LEFT, TURN LEFT AND GO
 MD1505'SOUTH FOR ONE MILE TO CROSSROAD AND
 MD1505'STATION IN THE SOUTHWEST ANGLE.
 MD1505
 MD1505                          STATION RECOVERY (1960)
 MD1505
 MD1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1505'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R. C. BOLSTAD WHO
 MD1505'CONNECTED IT BY TRAVERSE TO
 MD1505'TRIANGULATION STATION EMMA IN 1946.  A LITTLE MORE ACCURATELY, THE
 MD1505'FIRST COURSE IN THE TO REACH
 MD1505'DIRECTIONS IS 4.2 MILES AND THE N-S GRAVEL ROAD BY THE STATION IS
 MD1505'DESIGNATED 375 W IN THE COUNTY ROAD
 MD1505'SYSTEM, THE CROSSROADS AT THE STATION IS 100 S- 375 W.
 MD1505
 MD1505                          STATION RECOVERY (1997)
 MD1505
 MD1505'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 MD1505'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) WEST-SOUTHWEST OF LAGRANGE,
 MD1505'IN THE SOUTHWEST CORNER OF A GRAVEL CROSSROADS.  IT IS 30 FEET (9.1 M)
 MD1505'SOUTH OF THE CENTER OF 100 SOUTH, 20 FEET (6.1 M) WEST OF THE CENTER
 MD1505'OF 375 WEST, 7 FEET (2.1 M) SOUTH OF A FENCE AND 2 FEET (0.6 M) WEST
 MD1505'OF A FENCE.  OWNERSHIP--MR. BONTREGGER WHO CAN BE REACHED AT THE
 MD1505'FARMHOUSE TO THE SOUTH OF THE POINT ALONG COUNTY ROAD 375 WEST.  TO
 MD1505'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND HIGHWAY 9 IN
 MD1505'LAGRANGE, GO WEST OF HIGHWAY 20 FOR 4.2 MILES (6.8 KM) TO 375 WEST,
 MD1505'TURN LEFT AND CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 100 SOUTH.  THE
 MD1505'STATION IS IN THE SOUTHWEST CORNER OF THIS INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1966 ***********************************************************************
 JZ1966  DESIGNATION -  TT 19 T 980
 JZ1966  PID         -  JZ1966
 JZ1966  STATE/COUNTY-  IN/FRANKLIN
 JZ1966  COUNTRY     -  US
 JZ1966  USGS QUAD   -  CLARKSBURG (2019)
 JZ1966
 JZ1966                         *CURRENT SURVEY CONTROL
 JZ1966  ______________________________________________________________________
 JZ1966* NAD 83(1986) POSITION- 39 22 58.65   (N) 085 15 04.98   (W)   HD_HELD1
 JZ1966* NAVD 88 ORTHO HEIGHT -   298.418 (meters)      979.06  (feet) ADJUSTED
 JZ1966  ______________________________________________________________________
 JZ1966  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ1966  DYNAMIC HEIGHT  -        298.235 (meters)      978.46  (feet) COMP
 JZ1966  MODELED GRAVITY -    980,008.3   (mgal)                       NAVD 88
 JZ1966
 JZ1966  VERT ORDER      -  SECOND    CLASS 0
 JZ1966
 JZ1966.The horizontal coordinates were determined by differentially corrected
 JZ1966.hand held GPS observations or other comparable positioning techniques
 JZ1966.and have an estimated accuracy of +/- 3 meters.
 JZ1966
 JZ1966.The orthometric height was determined by differential leveling and
 JZ1966.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1966.in June 1991.
 JZ1966
 JZ1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1966.GEOID18 height accuracy estimate available here.
 JZ1966
 JZ1966.Click photographs - Photos may exist for this station.
 JZ1966
 JZ1966.The dynamic height is computed by dividing the NAVD 88
 JZ1966.geopotential number by the normal gravity value computed on the
 JZ1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1966.degrees latitude (g = 980.6199 gals.).
 JZ1966
 JZ1966.The modeled gravity was interpolated from observed gravity values.
 JZ1966
 JZ1966;                    North         East    Units  Estimated Accuracy
 JZ1966;SPC IN E     -   459,092.9     135,778.6     MT  (+/- 3 meters HH1 GPS) 
 JZ1966
 JZ1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5060060733(NAD 83)
 JZ1966
 JZ1966                          SUPERSEDED SURVEY CONTROL
 JZ1966
 JZ1966  NGVD 29 (??/??/92)  298.564  (m)          979.54   (f) ADJ UNCH    2 0
 JZ1966
 JZ1966.Superseded values are not recommended for survey control.
 JZ1966
 JZ1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1966.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1966
 JZ1966_MARKER: DD = SURVEY DISK
 JZ1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1966_STAMPING: 980 TT19T 1943
 JZ1966_MARK LOGO: USGS
 JZ1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1966+STABILITY: SURFACE MOTION
 JZ1966
 JZ1966  HISTORY     - Date     Condition        Report By
 JZ1966  HISTORY     - 1943     MONUMENTED       USGS
 JZ1966  HISTORY     - 1947     GOOD             CGS
 JZ1966
 JZ1966                          STATION DESCRIPTION
 JZ1966
 JZ1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1966'AT HAMBURG.
 JZ1966'AT HAMBURG, ABOUT 0.1 MILE NORTH OF THE CATHOLIC CHURCH, AT THE
 JZ1966'T JUNCTION OF THE MAIN NORTH-SOUTH STREET WITH AN EAST-WEST
 JZ1966'STREET, 17 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JZ1966'STREET, ABOUT 3 FEET EAST OF THE PROLONGED CENTER LINE OF THE
 JZ1966'STREET SOUTH, 57.5 FEET EAST OF THE SOUTHEAST CORNER OF AN
 JZ1966'ORANGE PAINTED BARN, 15 FEET EAST OF A 24-INCH TREE IN THE
 JZ1966'FENCE LINE, 3 FEET SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE
 JZ1966'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8508 ***********************************************************************
 AE8508  CBN         -  This is a Cooperative Base Network Control Station.
 AE8508  DESIGNATION -  TT 2 CEM
 AE8508  PID         -  AE8508
 AE8508  STATE/COUNTY-  IN/VANDERBURGH
 AE8508  COUNTRY     -  US
 AE8508  USGS QUAD   -  CYNTHIANA (2019)
 AE8508
 AE8508                         *CURRENT SURVEY CONTROL
 AE8508  ______________________________________________________________________
 AE8508* NAD 83(2011) POSITION- 38 08 46.18052(N) 087 39 10.79192(W)   ADJUSTED
 AE8508* NAD 83(2011) ELLIP HT-   101.681 (meters)        (06/27/12)   ADJUSTED
 AE8508* NAD 83(2011) EPOCH   -  2010.00
 AE8508* NAVD 88 ORTHO HEIGHT -   132.8   (meters)      436.    (feet) GPS OBS
 AE8508  ______________________________________________________________________
 AE8508  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8508  GEOID HEIGHT    -        -31.057 (meters)                     GEOID96
 AE8508  GEOID HEIGHT    -        -31.183 (meters)                     GEOID18
 AE8508  NAD 83(2011) X  -    205,678.913 (meters)                     COMP
 AE8508  NAD 83(2011) Y  - -5,018,291.561 (meters)                     COMP
 AE8508  NAD 83(2011) Z  -  3,918,278.380 (meters)                     COMP
 AE8508  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AE8508
 AE8508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8508  Standards:
 AE8508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8508  -------------------------------------------------------------------
 AE8508  NETWORK    0.84   1.96           0.40   0.25   1.00     -0.11811974
 AE8508  -------------------------------------------------------------------
 AE8508  Click here for local accuracies and other accuracy information.
 AE8508
 AE8508.The horizontal coordinates were established by GPS observations
 AE8508.and adjusted by the National Geodetic Survey in June 2012.
 AE8508
 AE8508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8508.been affixed to the stable North American tectonic plate. See 
 AE8508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8508
 AE8508.The horizontal coordinates are valid at the epoch date displayed above
 AE8508.which is a decimal equivalence of Year/Month/Day.
 AE8508
 AE8508.The orthometric height was determined by GPS observations and a
 AE8508.high-resolution geoid model.
 AE8508
 AE8508.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8508.GEOID18 height accuracy estimate available here.
 AE8508
 AE8508.Click photographs - Photos may exist for this station.
 AE8508
 AE8508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8508
 AE8508.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8508
 AE8508.The ellipsoidal height was determined by GPS observations
 AE8508.and is referenced to NAD 83.
 AE8508
 AE8508. The following values were computed from the NAD 83(2011) position.
 AE8508
 AE8508;                    North         East     Units Scale Factor Converg.
 AE8508;SPC IN W     -   321,870.403   850,065.910   MT  0.99999736   -0 21 06.7
 AE8508;SPC IN W     - 1,056,003.15  2,788,924.57   sFT  0.99999736   -0 21 06.7
 AE8508;UTM  16      - 4,222,233.516   442,782.221   MT  0.99964032   -0 24 12.1
 AE8508
 AE8508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8508!SPC IN W     -   0.99998405  x   0.99999736  =   0.99998141
 AE8508!UTM  16      -   0.99998405  x   0.99964032  =   0.99962437
 AE8508
 AE8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4278222233(NAD 83)
 AE8508
 AE8508                          SUPERSEDED SURVEY CONTROL
 AE8508
 AE8508  NAD 83(2007)-  38 08 46.18056(N)    087 39 10.79275(W) AD(2002.00) 0
 AE8508  ELLIP H (02/10/07)  101.713  (m)                       GP(2002.00)    
 AE8508  NAD 83(1997)-  38 08 46.18045(N)    087 39 10.79313(W) AD(       ) B
 AE8508  ELLIP H (04/10/98)  101.741  (m)                       GP(       ) 4 1
 AE8508
 AE8508.Superseded values are not recommended for survey control.
 AE8508
 AE8508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8508.See file dsdata.pdf to determine how the superseded data were derived.
 AE8508
 AE8508_MARKER: DB = BENCH MARK DISK
 AE8508_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE8508_STAMPING: 436 TT 2 CEM 1957
 AE8508_MARK LOGO: USGS
 AE8508_PROJECTION: FLUSH
 AE8508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8508+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2017
 AE8508
 AE8508  HISTORY     - Date     Condition        Report By
 AE8508  HISTORY     - 1957     MONUMENTED       USGS
 AE8508  HISTORY     - 19970902 GOOD             SEC
 AE8508  HISTORY     - 20080620 GOOD             SEC
 AE8508  HISTORY     - 20170419 GOOD             GEOCAC
 AE8508
 AE8508                          STATION DESCRIPTION
 AE8508
 AE8508'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 AE8508'IN NISBET, AT THE INTERSECTION OF NISBET ROAD AND BAEHL ROAD.  TO
 AE8508'REACH STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 64 AND STATE
 AE8508'ROAD 65, GO SOUTHEAST ON STATE ROAD 65 FOR 1.4 MILES (2.3 KM) TO
 AE8508'NISBET ROAD, TURN LEFT, EASTERLY AND GO 0.8 MILE (1.3 KM) TO BAEHL
 AE8508'ROAD AND THE STATION ON THE LEFT.  THE STATION IS LOCATED IN STONE
 AE8508'PARKING LOT OF THE NISBET INN, 6701 NISBET ROAD, PHONE 812-963-9305.
 AE8508'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCHMARK DISK SET FLUSH IN
 AE8508'TOP OF A SQUARE CONCRETE MONUMENT SLIGHTLY LOWER THAN LEVEL OF PAVED
 AE8508'ROAD.  CENTERLINE NISBET ROAD 5.40 METERS (17.72 FT) SOUTH, EXTENDED
 AE8508'CENTERLINE BAEHL ROAD 10.4 METERS (34.1 FT) WEST, CENTERLINE ABANDONED
 AE8508'RAILROAD 7 METERS (23.0 FT) EAST, POWER POLE BEARS MAG AZIMUTH 301
 AE8508'DEGREES 6.45 METERS (21.16 FT), CONCRETE ROAD MARKER MARKED BAEHL ROAD
 AE8508'BEARS MAG AZIMUTH 244 DEGREES 18.71 METERS (61.38 FT), TRIANGULAR CONE
 AE8508'POST BEARS MAG AZIMUTH 355 DEGREES 7.37 METERS (24.18 FT), NORTHEAST
 AE8508'CORNER BUILDING BEARS MAG AZ 332 DEGREES 41.25 METERS (135.33 FT),
 AE8508'SOUTHEAST CORNER OF BUILDING BEARS MAG AZ 308 DEGREES 33.60 METERS
 AE8508'(110.24 FT).  THE MARK SHOWS SIGNS OF BEING SCRAPED AND DRIVEN OVER
 AE8508'BUT IS IN GENERALLY GOOD CONDITION.
 AE8508
 AE8508                          STATION RECOVERY (2008)
 AE8508
 AE8508'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 AE8508'RECOVERED IN GOOD CONDITION.
 AE8508
 AE8508                          STATION RECOVERY (2017)
 AE8508
 AE8508'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 AE8508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2158 ***********************************************************************
 HZ2158  DESIGNATION -  TT 2 D
 HZ2158  PID         -  HZ2158
 HZ2158  STATE/COUNTY-  IN/CLARK
 HZ2158  COUNTRY     -  US
 HZ2158  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2158
 HZ2158                         *CURRENT SURVEY CONTROL
 HZ2158  ______________________________________________________________________
 HZ2158* NAD 83(1997) POSITION- 38 22 37.40227(N) 085 41 58.98190(W)   ADJUSTED
 HZ2158* NAVD 88 ORTHO HEIGHT -   156.29  (+/-2cm)      512.8   (feet) VERTCON3
 HZ2158  ______________________________________________________________________
 HZ2158  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 HZ2158  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 HZ2158  HORZ ORDER      -  SECOND
 HZ2158  VERT ORDER      -  THIRD ? (See Below)
 HZ2158
 HZ2158.The horizontal coordinates were established by classical geodetic methods
 HZ2158.and adjusted by the National Geodetic Survey in May 1999.
 HZ2158
 HZ2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2158
 HZ2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2158.GEOID18 height accuracy estimate available here.
 HZ2158
 HZ2158.The vertical order pertains to the NGVD 29 superseded value.
 HZ2158
 HZ2158.Click photographs - Photos may exist for this station.
 HZ2158
 HZ2158.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2158
 HZ2158. The following values were computed from the NAD 83(1997) position.
 HZ2158
 HZ2158;                    North         East     Units Scale Factor Converg.
 HZ2158;SPC IN E     -   347,346.403    97,112.113   MT  0.99996677   -0 01 13.9
 HZ2158;SPC IN E     - 1,139,585.66    318,608.66   sFT  0.99996677   -0 01 13.9
 HZ2158;SPC KY1Z     - 1,226,822.075 1,504,393.503   MT  0.99994304   +0 01 51.1
 HZ2158;SPC KY1Z     - 4,024,998.76  4,935,664.35   sFT  0.99994304   +0 01 51.1
 HZ2158;SPC KY N     -    98,347.376   373,332.366   MT  0.99996331   -0 54 06.6
 HZ2158;SPC KY N     -   322,661.35  1,224,841.27   sFT  0.99996331   -0 54 06.6
 HZ2158;UTM  16      - 4,248,451.720   613,576.619   MT  0.99975886   +0 48 26.4
 HZ2158
 HZ2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2158!SPC IN E     -   0.99998073  x   0.99996677  =   0.99994750
 HZ2158!SPC KY1Z     -   0.99998073  x   0.99994304  =   0.99992377
 HZ2158!SPC KY N     -   0.99998073  x   0.99996331  =   0.99994404
 HZ2158!UTM  16      -   0.99998073  x   0.99975886  =   0.99973959
 HZ2158
 HZ2158:                Primary Azimuth Mark                     Grid Az
 HZ2158:SPC IN E     -  HILTON                                   230 05 33.4
 HZ2158:SPC KY1Z     -  HILTON                                   230 02 28.4
 HZ2158:SPC KY N     -  HILTON                                   230 58 26.1
 HZ2158:UTM  16      -  HILTON                                   229 15 53.1
 HZ2158
 HZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1357648451(NAD 83)
 HZ2158
 HZ2158|---------------------------------------------------------------------|
 HZ2158| PID    Reference Object                     Distance      Geod. Az  |
 HZ2158|                                                           dddmmss.s |
 HZ2158| HZ2145 HILTON                              441.998 METERS 2300419.5 |
 HZ2158|---------------------------------------------------------------------|
 HZ2158
 HZ2158                          SUPERSEDED SURVEY CONTROL
 HZ2158
 HZ2158  NAD 83(1993)-  38 22 37.40257(N)    085 41 58.98197(W) AD(       ) 2
 HZ2158  NAD 83(1986)-  38 22 37.40565(N)    085 41 58.98840(W) AD(       ) 2
 HZ2158  NAD 27      -  38 22 37.16900(N)    085 41 59.12400(W) AD(       ) 2
 HZ2158  NGVD 29             156.44   (m)          513.3    (f) LEVELING    3  
 HZ2158
 HZ2158.Superseded values are not recommended for survey control.
 HZ2158
 HZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2158.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2158
 HZ2158_MARKER: DD = SURVEY DISK
 HZ2158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2158_STAMPING: TT 2D 513 1937
 HZ2158_MARK LOGO: USGS
 HZ2158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2158
 HZ2158  HISTORY     - Date     Condition        Report By
 HZ2158  HISTORY     - 1937     MONUMENTED       USGS
 HZ2158  HISTORY     - 1947     GOOD             CGS
 HZ2158  HISTORY     - 1977     GOOD             NGS
 HZ2158  HISTORY     - 20180716 MARK NOT FOUND   GEOCAC
 HZ2158
 HZ2158                          STATION DESCRIPTION
 HZ2158
 HZ2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2158'THIS IS A TRAVERSE STATION.
 HZ2158'
 HZ2158'THE STATION IS LOCATED ABOUT 5.2 MILES SOUTH-SOUTHWEST OF
 HZ2158'CHARLESTOWN, 3.5 MILES SOUTHEAST OF SELLERSBURG, 0.3 MILE WEST
 HZ2158'OF STATE HIGHWAY 3 AND ON THE GROUNDS OF THE UTICA CONSOLIDATED
 HZ2158'SCHOOL. IT IS 57 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 HZ2158'MACADAM ROAD, 46 FEET WEST OF THE SOUTHWEST CORNER OF THE UTICA
 HZ2158'CONSOLIDATED SCHOOL BUILDING, 14 FEET NORTH OF THE APPROXIMATE
 HZ2158'CENTERLINE OF THE SCHOOL DRIVEWAY, AND 4 FEET NORTH OF A HEDGE ROW.
 HZ2158'THE MARK IS A 5 BY 5 INCH PRECAST CONCRETE MARKER WITH STANDARD
 HZ2158'U.S.G.S. DISK. THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED TT
 HZ2158'2D 1937 513. THE 513 STAMPING ON THE DISK IS THE FEET ELEVATION.
 HZ2158'
 HZ2158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 3 ON
 HZ2158'THE SOUTHERN EDGE OF CHARLESTOWN, GO SOUTHWEST ON STATE HIGHWAY
 HZ2158'62 FOR 4.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILES TO
 HZ2158'A CROSSROAD, TURN LEFT AND GO 0.05 MILE TO THE STATION ON THE
 HZ2158'LEFT.
 HZ2158'
 HZ2158'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HILTON TO
 HZ2158'TT 2D 1937, USGS. IT IS 441.997 METERS 1450.12 FEET NORTHEAST
 HZ2158'OF TRIANGULATION STATION HILTON.
 HZ2158'
 HZ2158'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HZ2158
 HZ2158                          STATION RECOVERY (1977)
 HZ2158
 HZ2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HZ2158'THIS IS A TRAVERSE STATION.
 HZ2158'
 HZ2158'THE MARK WAS FOUND IN THE PARKING LOT OF THE CONSOLIDATED SCHOOL
 HZ2158'PARKING LOT.  THE MARK APPEARED TO HAVE BEEN HIT A FEW TIMES
 HZ2158'ALTHOUGH IT SEEMED SOLID.  THE PARKING LOT HAS BEEN PAVED AND IT IS
 HZ2158'POSSIBLE THAT IT COULD HAVE BEEN HIT THEN.
 HZ2158'
 HZ2158'THE 1947 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITION OF
 HZ2158'THE BELOW REFERENCE POINTS.  IT IS 47 FEET SOUTHEAST OF A FIRE
 HZ2158'HYDRANT AND IN THE SOUTHWEST CORNER OF THE SCHOOLS PAVED PARKING
 HZ2158'LOT.
 HZ2158'
 HZ2158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 HZ2158'SOUTHEAST OF SELLERSBURG.
 HZ2158
 HZ2158                          STATION RECOVERY (2018)
 HZ2158
 HZ2158'RECOVERY NOTE BY GEOCACHING 2018 (PK)
 HZ2158'THE SCHOOL HAS BEEN CONVERTED TO APARTMENTS.  DISC AND SETTING NOT
 HZ2158'FOUND, LIKELY PAVED OVER SINCE PREVIOUS LOCATION STATES MARKER IS IN
 HZ2158'THE MIDDLE OF THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0679 ***********************************************************************
 KA0679  DESIGNATION -  TT 2 DWP
 KA0679  PID         -  KA0679
 KA0679  STATE/COUNTY-  IN/MONTGOMERY
 KA0679  COUNTRY     -  US
 KA0679  USGS QUAD   -  LADOGA (2019)
 KA0679
 KA0679                         *CURRENT SURVEY CONTROL
 KA0679  ______________________________________________________________________
 KA0679* NAD 83(1986) POSITION- 39 59 45.41   (N) 086 47 32.90   (W)   HD_HELD1
 KA0679* NAVD 88 ORTHO HEIGHT -   258.785 (meters)      849.03  (feet) ADJUSTED
 KA0679  ______________________________________________________________________
 KA0679  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 KA0679  DYNAMIC HEIGHT  -        258.645 (meters)      848.57  (feet) COMP
 KA0679  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 KA0679
 KA0679  VERT ORDER      -  SECOND    CLASS 0
 KA0679
 KA0679.The horizontal coordinates were determined by differentially corrected
 KA0679.hand held GPS observations or other comparable positioning techniques
 KA0679.and have an estimated accuracy of +/- 3 meters.
 KA0679
 KA0679.The orthometric height was determined by differential leveling and
 KA0679.adjusted by the NATIONAL GEODETIC SURVEY
 KA0679.in June 1991.
 KA0679
 KA0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0679.GEOID18 height accuracy estimate available here.
 KA0679
 KA0679.Click photographs - Photos may exist for this station.
 KA0679
 KA0679.The dynamic height is computed by dividing the NAVD 88
 KA0679.geopotential number by the normal gravity value computed on the
 KA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0679.degrees latitude (g = 980.6199 gals.).
 KA0679
 KA0679.The modeled gravity was interpolated from observed gravity values.
 KA0679
 KA0679;                    North         East    Units  Estimated Accuracy
 KA0679;SPC IN W     -   527,108.2     924,838.4     MT  (+/- 3 meters HH1 GPS) 
 KA0679
 KA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1771527328(NAD 83)
 KA0679
 KA0679                          SUPERSEDED SURVEY CONTROL
 KA0679
 KA0679  NGVD 29 (??/??/92)  258.884  (m)          849.36   (f) ADJ UNCH    2 0
 KA0679
 KA0679.Superseded values are not recommended for survey control.
 KA0679
 KA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0679.See file dsdata.pdf to determine how the superseded data were derived.
 KA0679
 KA0679_MARKER: DB = BENCH MARK DISK
 KA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0679_STAMPING: TT 2 DWP 1946
 KA0679_MARK LOGO: USGS
 KA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0679+STABILITY: SURFACE MOTION
 KA0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0679+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2020
 KA0679
 KA0679  HISTORY     - Date     Condition        Report By
 KA0679  HISTORY     - 1946     MONUMENTED       USGS
 KA0679  HISTORY     - 1946     GOOD             CGS
 KA0679  HISTORY     - 20200821 GOOD             LOCSUR
 KA0679
 KA0679                          STATION DESCRIPTION
 KA0679
 KA0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0679'0.4 MI SE FROM LINNSBURG.
 KA0679'0.4 MILE SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0679'CROSSING OF THE MACE-LADOGA HIGHWAY AT LINNSBURG, 25 FEET SOUTHWEST
 KA0679'OF POLE 37/21, NEAR AN EAST-AND-WEST GRAVEL-ROAD CROSSING, ABOUT
 KA0679'150 FEET WEST OF THE CENTER OF THE CROSSING, 50 FEET SOUTHWEST OF
 KA0679'THE SOUTHWEST RAIL OF THE TRACK, 22.5 FEET NORTH OF THE CENTERLINE
 KA0679'OF THE ROAD, 76 FEET NORTHWEST ACROSS THE ROAD FROM A TWIN-TRUNKED
 KA0679'SYCAMORE TREE, 15 FEET EAST OF A FENCE CORNER, 2 FEET WEST OF A
 KA0679'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE LEVEL OF
 KA0679'THE TRACK.
 KA0679
 KA0679                          STATION RECOVERY (2020)
 KA0679
 KA0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2020 (MN)
 KA0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1694 ***********************************************************************
 MD1694  DESIGNATION -  TT 20 D
 MD1694  PID         -  MD1694
 MD1694  STATE/COUNTY-  IN/LAGRANGE
 MD1694  COUNTRY     -  US
 MD1694  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1694
 MD1694                         *CURRENT SURVEY CONTROL
 MD1694  ______________________________________________________________________
 MD1694* NAD 83(1997) POSITION- 41 41 28.88524(N) 085 30 21.62568(W)   ADJUSTED
 MD1694* NAVD 88 ORTHO HEIGHT -   260.53  (+/-2cm)      854.8   (feet) VERTCON3
 MD1694  ______________________________________________________________________
 MD1694  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 MD1694  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 MD1694  HORZ ORDER      -  SECOND
 MD1694  VERT ORDER      -  THIRD ? (See Below)
 MD1694
 MD1694.The horizontal coordinates were established by classical geodetic methods
 MD1694.and adjusted by the National Geodetic Survey in May 1999.
 MD1694
 MD1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1694
 MD1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1694.GEOID18 height accuracy estimate available here.
 MD1694
 MD1694.The vertical order pertains to the NGVD 29 superseded value.
 MD1694
 MD1694.Click photographs - Photos may exist for this station.
 MD1694
 MD1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1694
 MD1694. The following values were computed from the NAD 83(1997) position.
 MD1694
 MD1694;                    North         East     Units Scale Factor Converg.
 MD1694;SPC IN E     -   715,350.631   113,374.449   MT  0.99996887   +0 06 24.7
 MD1694;SPC IN E     - 2,346,946.20    371,962.67   sFT  0.99996887   +0 06 24.7
 MD1694;UTM  16      - 4,616,587.101   624,326.680   MT  0.99979021   +0 59 37.7
 MD1694
 MD1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1694!SPC IN E     -   0.99996436  x   0.99996887  =   0.99993323
 MD1694!UTM  16      -   0.99996436  x   0.99979021  =   0.99975458
 MD1694
 MD1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2432616587(NAD 83)
 MD1694
 MD1694                          SUPERSEDED SURVEY CONTROL
 MD1694
 MD1694  NAD 83(1995)-  41 41 28.88492(N)    085 30 21.62883(W) AD(       ) 2
 MD1694  NAD 83(1994)-  41 41 28.88539(N)    085 30 21.63085(W) AD(       ) 2
 MD1694  NAD 83(1986)-  41 41 28.88600(N)    085 30 21.63489(W) AD(       ) 2
 MD1694  NAD 27      -  41 41 28.70160(N)    085 30 21.69360(W) AD(       ) 2
 MD1694  NGVD 29             260.63   (m)          855.1    (f) LEVELING    3  
 MD1694
 MD1694.Superseded values are not recommended for survey control.
 MD1694
 MD1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1694.See file dsdata.pdf to determine how the superseded data were derived.
 MD1694
 MD1694_MARKER: DB = BENCH MARK DISK
 MD1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1694_STAMPING: TT 20 D 855 1939
 MD1694_MARK LOGO: USGS
 MD1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1694+STABILITY: SURFACE MOTION
 MD1694
 MD1694  HISTORY     - Date     Condition        Report By
 MD1694  HISTORY     - 1939     MONUMENTED       USGS
 MD1694  HISTORY     - 1946     GOOD             CGS
 MD1694  HISTORY     - 1960     GOOD             CGS
 MD1694
 MD1694                          STATION DESCRIPTION
 MD1694
 MD1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1694'THIS STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF THE TOWN
 MD1694'OF SEYBERTS.  IT IS 6 FEET NORTH
 MD1694'OF A FENCELINE, 27 FEET NORTHWEST OF THE CENTERLINES OF A GRAVEL ROAD
 MD1694'AND A GRADED ROAD.  THE MARK PROJECTS
 MD1694'1 INCH AND THE DISK IS STAMPED TT 20 D 855 1939.  IT
 MD1694'IS A STANDARD USGS MARK WITH A BRONZE DISK IMBEDDED IN
 MD1694'IT.
 MD1694'
 MD1694'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST SOUTH OF
 MD1694'SEYBERTS STORE IN SEYBERTS,
 MD1694'GO SOUTH FOR 0.1 MILE, TURN LEFT AND GO EAST FOR 0.5 MILE TO A
 MD1694'T-ROAD.  TURN RIGHT AND GO SOUTH
 MD1694'FOR 0.5 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR 0.5 MILE TO A SIDE
 MD1694'ROAD LEFT AND THE STATION ON THE RIGHT
 MD1694'AS DESCRIBED.
 MD1694'
 MD1694'A TRAVERSE WAS MADE TO STATION HART 1946 AND FOUND TO BE 69.95 FEET.
 MD1694'
 MD1694'THIS IS A TRAVERSE STATION.
 MD1694
 MD1694                          STATION RECOVERY (1960)
 MD1694
 MD1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1694'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED BY R.C. BOLSTAD
 MD1694'IN 1946, WHEN HE TRAVERSE
 MD1694'CONNECTED IT TO TRIANGULATION STATION HART FOR WHICH SEE DESCRIPTION
 MD1694'OF HART.  THE PRESENT RECOVERER
 MD1694'MEASURED THE DISTANCE BETWEEN TRIANGULATION STATION AND THE SUBJECT
 MD1694'STATION AS 69.89 FEET OR 21.303 METERS
 MD1694'WHICH ARE 0.06 FOOT OR 0.018 METER SHORTER THAN THE
 MD1694'1946 MEASUREMENTS.
 MD1694'
 MD1694'ABOUT 4.1 MILES W ALONG NO. 20 U.S. HWY. FROM ITS INTERSECTION WITH
 MD1694'NO. 9 INDIANA HWY ON PRESENT
 MD1694'EDGE OF HOWE, THENCE 2.2 MILES S ON FIRST GRAVEL AND THEN ASPHALT
 MD1694'ROAD TO AN E-W GRAVEL ROAD ON THE
 MD1694'LEFT AND THE STATION ON THE RIGHT, 25 FEET NW OF CENTER LINE OF
 MD1694'ASPHALT PAVEMENT, LEVEL WITH SAME, 6 FEET
 MD1694'WSW OF A GATEPOST, AND 3 FEET S OF A FENCE THAT
 MD1694'IS ON THE PROJECTED LINE OF THE CENTER LINE OF THE ROAD FROM
 MD1694'THE EAST A STANDARD U.S.
 MD1694'GEOLOGICAL SURVEY BENCH MARK DISK IS SET IN TOP OF A CONCRETE POST,
 MD1694'PROJECTS 0.2 FOOT, AND THE DISK IS
 MD1694'STAMPED TT 20 D 855 1939, THE 855 BEING ITS ELEVATION IN FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1089 ***********************************************************************
 HA1089  DESIGNATION -  TT 20 HO
 HA1089  PID         -  HA1089
 HA1089  STATE/COUNTY-  IN/POSEY
 HA1089  COUNTRY     -  US
 HA1089  USGS QUAD   -  CABORN (2019)
 HA1089
 HA1089                         *CURRENT SURVEY CONTROL
 HA1089  ______________________________________________________________________
 HA1089* NAD 83(1986) POSITION- 37 56 34.14   (N) 087 49 55.75   (W)   HD_HELD1
 HA1089* NAVD 88 ORTHO HEIGHT -   115.513 (meters)      378.98  (feet) ADJUSTED
 HA1089  ______________________________________________________________________
 HA1089  GEOID HEIGHT    -        -30.659 (meters)                     GEOID18
 HA1089  DYNAMIC HEIGHT  -        115.434 (meters)      378.72  (feet) COMP
 HA1089  MODELED GRAVITY -    979,945.0   (mgal)                       NAVD 88
 HA1089
 HA1089  VERT ORDER      -  FIRST     CLASS II
 HA1089
 HA1089.The horizontal coordinates were determined by differentially corrected
 HA1089.hand held GPS observations or other comparable positioning techniques
 HA1089.and have an estimated accuracy of +/- 3 meters.
 HA1089
 HA1089.The orthometric height was determined by differential leveling and
 HA1089.adjusted by the NATIONAL GEODETIC SURVEY
 HA1089.in June 1991.
 HA1089
 HA1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1089.GEOID18 height accuracy estimate available here.
 HA1089
 HA1089.Click photographs - Photos may exist for this station.
 HA1089
 HA1089.The dynamic height is computed by dividing the NAVD 88
 HA1089.geopotential number by the normal gravity value computed on the
 HA1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1089.degrees latitude (g = 980.6199 gals.).
 HA1089
 HA1089.The modeled gravity was interpolated from observed gravity values.
 HA1089
 HA1089;                    North         East    Units  Estimated Accuracy
 HA1089;SPC IN W     -   299,411.6     834,180.0     MT  (+/- 3 meters HH1 GPS) 
 HA1089
 HA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2688199796(NAD 83)
 HA1089
 HA1089                          SUPERSEDED SURVEY CONTROL
 HA1089
 HA1089  NGVD 29 (??/??/92)  115.612  (m)          379.30   (f) ADJ UNCH    1 2
 HA1089
 HA1089.Superseded values are not recommended for survey control.
 HA1089
 HA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1089.See file dsdata.pdf to determine how the superseded data were derived.
 HA1089
 HA1089_MARKER: DD = SURVEY DISK
 HA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1089_STAMPING: TT 20 HO 1935
 HA1089_MARK LOGO: USGS
 HA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1089+STABILITY: SURFACE MOTION
 HA1089
 HA1089  HISTORY     - Date     Condition        Report By
 HA1089  HISTORY     - 1935     MONUMENTED       USGS
 HA1089  HISTORY     - 1965     GOOD             CGS
 HA1089
 HA1089                          STATION DESCRIPTION
 HA1089
 HA1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1089'3.7 MI E FROM MT VERNON.
 HA1089'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1089'COURTHOUSE AT MT. VERNON, IN SECTION 1, T 7 S, R 14 W, 103 FEET
 HA1089'SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 HA1089'FARMHOUSE, 41 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 HA1089'WITH A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 HA1089'HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 19
 HA1089'FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 1.0 FOOT
 HA1089'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 HA1089'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0844 ***********************************************************************
 KA0844  DESIGNATION -  TT 201
 KA0844  PID         -  KA0844
 KA0844  STATE/COUNTY-  IN/VIGO
 KA0844  COUNTRY     -  US
 KA0844  USGS QUAD   -  ROSEDALE (2019)
 KA0844
 KA0844                         *CURRENT SURVEY CONTROL
 KA0844  ______________________________________________________________________
 KA0844* NAD 83(1986) POSITION- 39 35 34.72   (N) 087 21 40.84   (W)   HD_HELD1
 KA0844* NAVD 88 ORTHO HEIGHT -   153.584 (meters)      503.88  (feet) ADJUSTED
 KA0844  ______________________________________________________________________
 KA0844  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 KA0844  DYNAMIC HEIGHT  -        153.497 (meters)      503.60  (feet) COMP
 KA0844  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 KA0844
 KA0844  VERT ORDER      -  SECOND    CLASS 0
 KA0844
 KA0844.The horizontal coordinates were determined by differentially corrected
 KA0844.hand held GPS observations or other comparable positioning techniques
 KA0844.and have an estimated accuracy of +/- 3 meters.
 KA0844
 KA0844.The orthometric height was determined by differential leveling and
 KA0844.adjusted by the NATIONAL GEODETIC SURVEY
 KA0844.in June 1991.
 KA0844
 KA0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0844.GEOID18 height accuracy estimate available here.
 KA0844
 KA0844.Click photographs - Photos may exist for this station.
 KA0844
 KA0844.The dynamic height is computed by dividing the NAVD 88
 KA0844.geopotential number by the normal gravity value computed on the
 KA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0844.degrees latitude (g = 980.6199 gals.).
 KA0844
 KA0844.The modeled gravity was interpolated from observed gravity values.
 KA0844
 KA0844;                    North         East    Units  Estimated Accuracy
 KA0844;SPC IN W     -   482,364.1     876,120.0     MT  (+/- 3 meters HH1 GPS) 
 KA0844
 KA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6897382645(NAD 83)
 KA0844
 KA0844                          SUPERSEDED SURVEY CONTROL
 KA0844
 KA0844  NGVD 29 (??/??/92)  153.689  (m)          504.23   (f) ADJ UNCH    2 0
 KA0844
 KA0844.Superseded values are not recommended for survey control.
 KA0844
 KA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0844.See file dsdata.pdf to determine how the superseded data were derived.
 KA0844
 KA0844_MARKER: DD = SURVEY DISK
 KA0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0844_SP_SET: BRIDGE
 KA0844_STAMPING: TT 201
 KA0844_MARK LOGO: BRWE
 KA0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0844
 KA0844  HISTORY     - Date     Condition        Report By
 KA0844  HISTORY     - UNK      MONUMENTED       BRWE
 KA0844  HISTORY     - 1938     GOOD             CGS
 KA0844
 KA0844                          STATION DESCRIPTION
 KA0844
 KA0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA0844'1 MI S FROM ATHERTON.
 KA0844'ABOUT 1 MILE SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA0844'RAILROAD FROM THE STATION AT ATHERTON, VIGO COUNTY, AT POLE
 KA0844'168/15, 6 RAILS SOUTH OF THE CENTER OF A GRAVEL-ROAD CROSSING,
 KA0844'IN THE TOP OF THE SECOND STEP OF THE NORTH ABUTMENT OF BRIDGE
 KA0844'168.4, 2 YARDS EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER
 KA0844'THAN THE TRACK.  A BRWE               BRONZE DISK, STAMPED TT
 KA0844'201.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0847 ***********************************************************************
 KA0847  DESIGNATION -  TT 202
 KA0847  PID         -  KA0847
 KA0847  STATE/COUNTY-  IN/PARKE
 KA0847  COUNTRY     -  US
 KA0847  USGS QUAD   -  MECCA (2019)
 KA0847
 KA0847                         *CURRENT SURVEY CONTROL
 KA0847  ______________________________________________________________________
 KA0847* NAD 83(1986) POSITION- 39 38 01.33   (N) 087 22 13.59   (W)   HD_HELD1
 KA0847* NAVD 88 ORTHO HEIGHT -   159.550 (meters)      523.46  (feet) ADJUSTED
 KA0847  ______________________________________________________________________
 KA0847  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KA0847  DYNAMIC HEIGHT  -        159.460 (meters)      523.16  (feet) COMP
 KA0847  MODELED GRAVITY -    980,061.0   (mgal)                       NAVD 88
 KA0847
 KA0847  VERT ORDER      -  SECOND    CLASS 0
 KA0847
 KA0847.The horizontal coordinates were determined by differentially corrected
 KA0847.hand held GPS observations or other comparable positioning techniques
 KA0847.and have an estimated accuracy of +/- 3 meters.
 KA0847
 KA0847.The orthometric height was determined by differential leveling and
 KA0847.adjusted by the NATIONAL GEODETIC SURVEY
 KA0847.in June 1991.
 KA0847
 KA0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0847.GEOID18 height accuracy estimate available here.
 KA0847
 KA0847.Click photographs - Photos may exist for this station.
 KA0847
 KA0847.The dynamic height is computed by dividing the NAVD 88
 KA0847.geopotential number by the normal gravity value computed on the
 KA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0847.degrees latitude (g = 980.6199 gals.).
 KA0847
 KA0847.The modeled gravity was interpolated from observed gravity values.
 KA0847
 KA0847;                    North         East    Units  Estimated Accuracy
 KA0847;SPC IN W     -   486,888.0     875,353.0     MT  (+/- 3 meters HH1 GPS) 
 KA0847
 KA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6821087168(NAD 83)
 KA0847
 KA0847                          SUPERSEDED SURVEY CONTROL
 KA0847
 KA0847  NGVD 29 (??/??/92)  159.652  (m)          523.79   (f) ADJ UNCH    2 0
 KA0847
 KA0847.Superseded values are not recommended for survey control.
 KA0847
 KA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0847.See file dsdata.pdf to determine how the superseded data were derived.
 KA0847
 KA0847_MARKER: DB = BENCH MARK DISK
 KA0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0847_SP_SET: BRIDGE
 KA0847_STAMPING: TT 202
 KA0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0847
 KA0847  HISTORY     - Date     Condition        Report By
 KA0847  HISTORY     - UNK      MONUMENTED       BRWE
 KA0847  HISTORY     - 1946     GOOD             CGS
 KA0847
 KA0847                          STATION DESCRIPTION
 KA0847
 KA0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0847'1.8 MI N FROM ATHERTON.
 KA0847'IN PARKE COUNTY, 1.8 MILES NORTH ALONG THE CHICAGO AND EASTERN
 KA0847'ILLINOIS RAILROAD FROM THE STATION AT ATHERTON, VIGO COUNTY, 2.6
 KA0847'MILES SOUTH OF CLINTON, IN THE NORTHEAST END OF THE NORTH
 KA0847'ABUTMENT OF BRIDGE 165.5 OVER U.S. HIGHWAY 41, 14 YARDS NORTHEAST
 KA0847'OF THE EAST IRON RAILING OF THE BRIDGE, 7 YARDS EAST OF THE EAST
 KA0847'RAIL, AND LEVEL WITH THE TRACK.  A BRWE               BRONZE
 KA0847'DISK, STAMPED TT 202.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1690 ***********************************************************************
 MD1690  DESIGNATION -  TT 21 D
 MD1690  PID         -  MD1690
 MD1690  STATE/COUNTY-  IN/LAGRANGE
 MD1690  COUNTRY     -  US
 MD1690  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1690
 MD1690                         *CURRENT SURVEY CONTROL
 MD1690  ______________________________________________________________________
 MD1690* NAD 83(1997) POSITION- 41 44 33.63254(N) 085 30 01.22901(W)   ADJUSTED
 MD1690* NAVD 88 ORTHO HEIGHT -   260.46  (+/-2cm)      854.5   (feet) VERTCON3
 MD1690  ______________________________________________________________________
 MD1690  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 MD1690  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 MD1690  HORZ ORDER      -  SECOND
 MD1690  VERT ORDER      -  THIRD ? (See Below)
 MD1690
 MD1690.The horizontal coordinates were established by classical geodetic methods
 MD1690.and adjusted by the National Geodetic Survey in May 1999.
 MD1690
 MD1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1690
 MD1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1690.GEOID18 height accuracy estimate available here.
 MD1690
 MD1690.The vertical order pertains to the NGVD 29 superseded value.
 MD1690
 MD1690.Click photographs - Photos may exist for this station.
 MD1690
 MD1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1690
 MD1690. The following values were computed from the NAD 83(1997) position.
 MD1690
 MD1690;                    North         East     Units Scale Factor Converg.
 MD1690;SPC IN E     -   721,051.193   113,835.095   MT  0.99996902   +0 06 38.7
 MD1690;SPC IN E     - 2,365,648.79    373,473.97   sFT  0.99996902   +0 06 38.7
 MD1690;UTM  16      - 4,622,293.097   624,698.919   MT  0.99979135   +0 59 54.9
 MD1690
 MD1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1690!SPC IN E     -   0.99996436  x   0.99996902  =   0.99993338
 MD1690!UTM  16      -   0.99996436  x   0.99979135  =   0.99975572
 MD1690
 MD1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2469822293(NAD 83)
 MD1690
 MD1690                          SUPERSEDED SURVEY CONTROL
 MD1690
 MD1690  NAD 83(1995)-  41 44 33.63262(N)    085 30 01.23165(W) AD(       ) 2
 MD1690  NAD 83(1994)-  41 44 33.63314(N)    085 30 01.23318(W) AD(       ) 2
 MD1690  NAD 83(1986)-  41 44 33.63359(N)    085 30 01.23736(W) AD(       ) 2
 MD1690  NAD 27      -  41 44 33.45090(N)    085 30 01.29800(W) AD(       ) 2
 MD1690  NGVD 29             260.59   (m)          855.0    (f) LEVELING    3  
 MD1690
 MD1690.Superseded values are not recommended for survey control.
 MD1690
 MD1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1690.See file dsdata.pdf to determine how the superseded data were derived.
 MD1690
 MD1690_MARKER: DB = BENCH MARK DISK
 MD1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1690_STAMPING: TT 21 D 1939 855
 MD1690_MARK LOGO: USGS
 MD1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1690+STABILITY: SURFACE MOTION
 MD1690
 MD1690  HISTORY     - Date     Condition        Report By
 MD1690  HISTORY     - 1939     MONUMENTED       USGS
 MD1690  HISTORY     - 1946     GOOD             CGS
 MD1690  HISTORY     - 1960     GOOD             CGS
 MD1690  HISTORY     - 19940509 GOOD             USPSQD
 MD1690
 MD1690                          STATION DESCRIPTION
 MD1690
 MD1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1690'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF A GRAVEL CROSSROADS
 MD1690'ABOUT 2-3/4 MILES EAST
 MD1690'FROM SCOTT AND 2-1/2 MILES NORTH-NORTHEAST FROM SEYBERTS.  IT IS 33
 MD1690'FEET SOUTHEAST OF THE INTERSECTION OF
 MD1690'THE CROSSROADS, 4 FEET SOUTH OF A POWERLINE POLE AND 4
 MD1690'FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS AN 8
 MD1690'BY 8 CONCRETE POST PROJECTING ABOUT 4
 MD1690'INCHES.  THE DISK IS A STANDARD USGS DISK STAMPED TT 21 D 1939 855
 MD1690'FEET ELEV.  A TRAVERSE CONNECTION WAS
 MD1690'MADE TO TRIANGULATION STATION SCOTT AND THE DISTANCE WAS FOUND TO BE
 MD1690'32.833 METERS.
 MD1690'
 MD1690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120 AND 9 IN
 MD1690'HOWE, GO NORTH ON STATE HIGHWAY 9
 MD1690'FOR 1.6 MILES TO A GRAVEL CROSSROADS, TURN LEFT AND GO WEST FOR 3.9
 MD1690'MILES TO A GRAVEL CROSSROADS AND THE
 MD1690'STATION IN THE SOUTHEAST ANGLE.
 MD1690'
 MD1690'THIS IS A TRAVERSE STATION.
 MD1690
 MD1690                          STATION RECOVERY (1960)
 MD1690
 MD1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1690'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED BY R.C. BOLSTAD
 MD1690'IN 1946, WHEN HE TRAVERSE
 MD1690'CONNECTED IT TO TRIANGULATION STATION SCOTT FOR WHICH SEE DESCRIPTION
 MD1690'OF SCOTT.
 MD1690'
 MD1690'ABOUT 1.6 MILES N ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1690'NO. 120 INDIANA HWY. IN HOWE
 MD1690'THENCE 3.9 MILES W ALONG ASPHALT COUNTY ROAD TO CROSSROADS AND
 MD1690'STATION ON THE LEFT, 3.0 MILES DUE E
 MD1690'ALONG PAVED ROADS FROM VILLAGE OF SCOTT, 0.35 MILE S OF INDIANA E-W
 MD1690'TOLL ROAD, 23 FEET S OF CENTER LINE OF
 MD1690'18-FOOT ASPHALT ROAD, 0.4 FEET HIGHER THAN SAME, 24
 MD1690'FEET E OF CENTER LINE OF GRAVEL ROAD, AND 3.7 FEET SSW OF
 MD1690'THE CENTER OF A POWER POLE.  IT WAS
 MD1690'MEASURED AT THIS TIME AS 107.63 FEET OR 32.806 METERS FROM
 MD1690'TRIANGULATION SCOTT WHICH MEASUREMENT
 MD1690'IS 0.09 FOOT OR 0.027 METERS SHORTER THAN WAS MEASURED IN 1946.
 MD1690
 MD1690                          STATION RECOVERY (1994)
 MD1690
 MD1690'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1336 ***********************************************************************
 JZ1336  DESIGNATION -  TT 21 DWP
 JZ1336  PID         -  JZ1336
 JZ1336  STATE/COUNTY-  IN/UNION
 JZ1336  COUNTRY     -  US
 JZ1336  USGS QUAD   -  LIBERTY (2019)
 JZ1336
 JZ1336                         *CURRENT SURVEY CONTROL
 JZ1336  ______________________________________________________________________
 JZ1336* NAD 83(1986) POSITION- 39 38 00.14   (N) 084 53 57.00   (W)   HD_HELD1
 JZ1336* NAVD 88 ORTHO HEIGHT -   296.551 (meters)      972.93  (feet) ADJUSTED
 JZ1336  ______________________________________________________________________
 JZ1336  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 JZ1336  DYNAMIC HEIGHT  -        296.378 (meters)      972.37  (feet) COMP
 JZ1336  MODELED GRAVITY -    980,035.7   (mgal)                       NAVD 88
 JZ1336
 JZ1336  VERT ORDER      -  SECOND    CLASS 0
 JZ1336
 JZ1336.The horizontal coordinates were determined by differentially corrected
 JZ1336.hand held GPS observations or other comparable positioning techniques
 JZ1336.and have an estimated accuracy of +/- 3 meters.
 JZ1336
 JZ1336.The orthometric height was determined by differential leveling and
 JZ1336.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1336.in June 1991.
 JZ1336
 JZ1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1336.GEOID18 height accuracy estimate available here.
 JZ1336
 JZ1336.Click photographs - Photos may exist for this station.
 JZ1336
 JZ1336.The dynamic height is computed by dividing the NAVD 88
 JZ1336.geopotential number by the normal gravity value computed on the
 JZ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1336.degrees latitude (g = 980.6199 gals.).
 JZ1336
 JZ1336.The modeled gravity was interpolated from observed gravity values.
 JZ1336
 JZ1336;                    North         East    Units  Estimated Accuracy
 JZ1336;SPC IN E     -   487,093.4     165,887.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1336
 JZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8028989175(NAD 83)
 JZ1336
 JZ1336                          SUPERSEDED SURVEY CONTROL
 JZ1336
 JZ1336  NGVD 29 (??/??/92)  296.704  (m)          973.44   (f) ADJ UNCH    2 0
 JZ1336
 JZ1336.Superseded values are not recommended for survey control.
 JZ1336
 JZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1336.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1336
 JZ1336_MARKER: DD = SURVEY DISK
 JZ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1336_STAMPING: TT 21 DWP 1946
 JZ1336_MARK LOGO: USGS
 JZ1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1336+STABILITY: SURFACE MOTION
 JZ1336
 JZ1336  HISTORY     - Date     Condition        Report By
 JZ1336  HISTORY     - 1946     MONUMENTED       USGS
 JZ1336  HISTORY     - 1947     GOOD             CGS
 JZ1336
 JZ1336                          STATION DESCRIPTION
 JZ1336
 JZ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1336'1.8 MI E FROM LIBERTY.
 JZ1336'1.75 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1336'LIBERTY, ABOUT 100 YARDS WEST OF THE WEST END OF A STEEL BRIDGE
 JZ1336'OVER A CREEK, AT THE Y JUNCTION OF A ROAD LEADING NORTHEAST,
 JZ1336'28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 59 FEET NORTHWEST
 JZ1336'OF THE PROLONGED CENTER LINE OF THE ROAD NORTHEAST, 44 FEET
 JZ1336'WEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE, 3.5 FEET
 JZ1336'EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 JZ1336'POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 JZ1336'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1101 ***********************************************************************
 KA1101  DESIGNATION -  TT 22 D
 KA1101  PID         -  KA1101
 KA1101  STATE/COUNTY-  IN/VIGO
 KA1101  COUNTRY     -  US
 KA1101  USGS QUAD   -  TERRE HAUTE (2019)
 KA1101
 KA1101                         *CURRENT SURVEY CONTROL
 KA1101  ______________________________________________________________________
 KA1101* NAD 83(1986) POSITION- 39 28 03.41   (N) 087 27 27.79   (W)   HD_HELD1
 KA1101* NAVD 88 ORTHO HEIGHT -   144.918 (meters)      475.45  (feet) ADJUSTED
 KA1101  ______________________________________________________________________
 KA1101  GEOID HEIGHT    -        -32.624 (meters)                     GEOID18
 KA1101  DYNAMIC HEIGHT  -        144.836 (meters)      475.18  (feet) COMP
 KA1101  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 KA1101
 KA1101  VERT ORDER      -  FIRST     CLASS II
 KA1101
 KA1101.The horizontal coordinates were determined by differentially corrected
 KA1101.hand held GPS observations or other comparable positioning techniques
 KA1101.and have an estimated accuracy of +/- 3 meters.
 KA1101
 KA1101.The orthometric height was determined by differential leveling and
 KA1101.adjusted by the NATIONAL GEODETIC SURVEY
 KA1101.in June 1991.
 KA1101
 KA1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1101.GEOID18 height accuracy estimate available here.
 KA1101
 KA1101.Click photographs - Photos may exist for this station.
 KA1101
 KA1101.The dynamic height is computed by dividing the NAVD 88
 KA1101.geopotential number by the normal gravity value computed on the
 KA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1101.degrees latitude (g = 980.6199 gals.).
 KA1101
 KA1101.The modeled gravity was interpolated from observed gravity values.
 KA1101
 KA1101;                    North         East    Units  Estimated Accuracy
 KA1101;SPC IN W     -   468,475.9     867,783.9     MT  (+/- 3 meters HH1 GPS) 
 KA1101
 KA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6062768770(NAD 83)
 KA1101
 KA1101                          SUPERSEDED SURVEY CONTROL
 KA1101
 KA1101  NGVD 29 (??/??/92)  145.019  (m)          475.78   (f) ADJ UNCH    1 2
 KA1101
 KA1101.Superseded values are not recommended for survey control.
 KA1101
 KA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1101.See file dsdata.pdf to determine how the superseded data were derived.
 KA1101
 KA1101_MARKER: DD = SURVEY DISK
 KA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1101_STAMPING: TT 22 D 476 1938
 KA1101_MARK LOGO: USGS
 KA1101_PROJECTION: FLUSH
 KA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1101+STABILITY: SURFACE MOTION
 KA1101
 KA1101  HISTORY     - Date     Condition        Report By
 KA1101  HISTORY     - 1938     MONUMENTED       USGS
 KA1101  HISTORY     - 1956     GOOD             CGS
 KA1101  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KA1101
 KA1101                          STATION DESCRIPTION
 KA1101
 KA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1101'0.6 MI W FROM WEST TERRE HAUTE.
 KA1101'ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1101'STATION AT WEST TERRE HAUTE, THENCE ABOUT 0.15 MILE SOUTHWEST
 KA1101'ALONG A RAILROAD SPUR TRACK, AT CROSSING OF SPUR TRACK AND WEST
 KA1101'PARIS AVENUE, 19 FEET SOUTH OF CENTER LINE OF WEST PARIS AVENUE,
 KA1101'38 FEET SOUTHWEST OF CENTER OF CROSSING OF AVENUE AND SPUR TRACK,
 KA1101'22 FEET NORTHWEST OF NORTHWEST RAIL, 10 FEET EAST OF A TELEPHONE
 KA1101'POLE, 11 FEET NORTHEAST OF A FENCE CORNER, 8 FEET WEST OF A
 KA1101'CROSSING WARNING SIGN, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 KA1101'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 KA1101
 KA1101                          STATION RECOVERY (1990)
 KA1101
 KA1101'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2344 ***********************************************************************
 HZ2344  DESIGNATION -  TT 22 D
 HZ2344  PID         -  HZ2344
 HZ2344  STATE/COUNTY-  IN/CLARK
 HZ2344  COUNTRY     -  US
 HZ2344  USGS QUAD   -  HENRYVILLE (2019)
 HZ2344
 HZ2344                         *CURRENT SURVEY CONTROL
 HZ2344  ______________________________________________________________________
 HZ2344* NAD 83(1997) POSITION- 38 30 18.00716(N) 085 52 21.67366(W)   ADJUSTED
 HZ2344* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 HZ2344  ______________________________________________________________________
 HZ2344  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 HZ2344  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 HZ2344  HORZ ORDER      -  SECOND
 HZ2344
 HZ2344.The horizontal coordinates were established by classical geodetic methods
 HZ2344.and adjusted by the National Geodetic Survey in May 1999.
 HZ2344
 HZ2344.The orthometric height was scaled from a topographic map.
 HZ2344
 HZ2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2344.GEOID18 height accuracy estimate available here.
 HZ2344
 HZ2344.Click photographs - Photos may exist for this station.
 HZ2344
 HZ2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2344
 HZ2344. The following values were computed from the NAD 83(1997) position.
 HZ2344
 HZ2344;                    North         East     Units Scale Factor Converg.
 HZ2344;SPC IN E     -   361,568.130    82,030.098   MT  0.99997064   -0 07 41.8
 HZ2344;SPC IN E     - 1,186,244.77    269,127.08   sFT  0.99997064   -0 07 41.8
 HZ2344;UTM  16      - 4,262,450.526   598,293.928   MT  0.99971898   +0 42 06.8
 HZ2344
 HZ2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2344!SPC IN E     -   0.99995790  x   0.99997064  =   0.99992854
 HZ2344!UTM  16      -   0.99995790  x   0.99971898  =   0.99967689
 HZ2344
 HZ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9829362450(NAD 83)
 HZ2344
 HZ2344                          SUPERSEDED SURVEY CONTROL
 HZ2344
 HZ2344  NAD 83(1993)-  38 30 18.00862(N)    085 52 21.67365(W) AD(       ) 2
 HZ2344  NAD 83(1986)-  38 30 18.01067(N)    085 52 21.67933(W) AD(       ) 2
 HZ2344  NAD 27      -  38 30 17.79000(N)    085 52 21.79600(W) AD(       ) 2
 HZ2344
 HZ2344.Superseded values are not recommended for survey control.
 HZ2344
 HZ2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2344.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2344
 HZ2344_MARKER: DB = BENCH MARK DISK
 HZ2344_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2344_STAMPING: TT 22D 990 1937
 HZ2344_MARK LOGO: USGS
 HZ2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2344
 HZ2344  HISTORY     - Date     Condition        Report By
 HZ2344  HISTORY     - 1937     MONUMENTED       USGS
 HZ2344  HISTORY     - 1947     GOOD             USGS
 HZ2344
 HZ2344                          STATION DESCRIPTION
 HZ2344
 HZ2344'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 HZ2344'THIS IS A TRAVERSE STATION.
 HZ2344'
 HZ2344'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE VILLAGE OF
 HZ2344'BORDEN, AND ON LAND OWNED BY RAYMOND JACKSON. IT IS ABOUT 0.15
 HZ2344'MILE NORTHEAST OF THE JACKSON FARM HOUSE, 12 FEET SOUTH OF THE
 HZ2344'APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 8 FEET SOUTHEAST
 HZ2344'OF A LONE 12-INCH HICKORY TREE, AND ON THE NORTHERN EDGE OF A
 HZ2344'CULTIVATED FIELD. THE DISK IS A STANDARD U.S.G.S. BENCH MARK
 HZ2344'DISK SET IN THE TOP OF A 7-INCH PRECAST CONCRETE BLOCK THAT PROJECTS
 HZ2344'2 INCHES. THE DISK IS STAMPED TT 22D 990 1937. THE 990
 HZ2344'STAMPING ON THE DISK IS THE ELEVATION IN FEET.
 HZ2344'
 HZ2344'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JACKSON TO
 HZ2344'U.S.G.S. BENCH MARK TT 22D 990 1937. IT IS 83.099 METERS
 HZ2344'275.56 FEET WEST-NORTHWEST OF THE STATION.
 HZ2344'
 HZ2344'TO REACH THE STATION FROM THE BORDEN RAILROAD STATION, GO NORTHWEST
 HZ2344'ALONG THE NORTH SIDE OF TRACKS FOR 0.3 MILE, THENCE RIGHT AND
 HZ2344'FOLLOW THE MAIN ROAD AROUND THE BASE OF HILL, THENCE NORTH UP HILL
 HZ2344'FOR 3.2 MILES TO A Y-INTERSECTION AND A CHURCH ON THE LEFT. TURN
 HZ2344'RIGHT AND GO EAST FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 HZ2344'GO IN AN EASTERLY DIRECTION FOR 3.1 MILES TO A Y-INTERSECTION AND
 HZ2344'THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2378 ***********************************************************************
 ME2378  DESIGNATION -  TT 22 F
 ME2378  PID         -  ME2378
 ME2378  STATE/COUNTY-  IN/STARKE
 ME2378  COUNTRY     -  US
 ME2378  USGS QUAD   -  NORTH JUDSON (2019)
 ME2378
 ME2378                         *CURRENT SURVEY CONTROL
 ME2378  ______________________________________________________________________
 ME2378* NAD 83(1997) POSITION- 41 14 38.14481(N) 086 52 18.45386(W)   ADJUSTED
 ME2378* NAVD 88 ORTHO HEIGHT -   203.97  (+/-2cm)      669.2   (feet) VERTCON3
 ME2378  ______________________________________________________________________
 ME2378  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME2378  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 ME2378  HORZ ORDER      -  SECOND
 ME2378  VERT ORDER      -  THIRD ? (See Below)
 ME2378
 ME2378.The horizontal coordinates were established by classical geodetic methods
 ME2378.and adjusted by the National Geodetic Survey in May 1999.
 ME2378
 ME2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2378
 ME2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2378.GEOID18 height accuracy estimate available here.
 ME2378
 ME2378.The vertical order pertains to the NGVD 29 superseded value.
 ME2378
 ME2378.Click photographs - Photos may exist for this station.
 ME2378
 ME2378.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2378
 ME2378. The following values were computed from the NAD 83(1997) position.
 ME2378
 ME2378;                    North         East     Units Scale Factor Converg.
 ME2378;SPC IN W     -   665,668.730   917,731.643   MT  0.99997053   +0 08 22.1
 ME2378;SPC IN W     - 2,183,948.16  3,010,924.57   sFT  0.99997053   +0 08 22.1
 ME2378;UTM  16      - 4,565,844.006   510,742.578   MT  0.99960142   +0 05 04.3
 ME2378
 ME2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2378!SPC IN W     -   0.99997332  x   0.99997053  =   0.99994385
 ME2378!UTM  16      -   0.99997332  x   0.99960142  =   0.99957475
 ME2378
 ME2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1074265844(NAD 83)
 ME2378
 ME2378                          SUPERSEDED SURVEY CONTROL
 ME2378
 ME2378  NAD 83(1986)-  41 14 38.15040(N)    086 52 18.46063(W) AD(       ) 2
 ME2378  NAD 27      -  41 14 38.00910(N)    086 52 18.38540(W) AD(       ) 2
 ME2378  NGVD 29             204.06   (m)          669.5    (f) LEVELING    3  
 ME2378
 ME2378.Superseded values are not recommended for survey control.
 ME2378
 ME2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2378.See file dsdata.pdf to determine how the superseded data were derived.
 ME2378
 ME2378_MARKER: DD = SURVEY DISK
 ME2378_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2378_STAMPING: TT STA NO 22 F 1928
 ME2378_MARK LOGO: USGS
 ME2378_PROJECTION: FLUSH
 ME2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2378
 ME2378  HISTORY     - Date     Condition        Report By
 ME2378  HISTORY     - 1928     MONUMENTED       USGS
 ME2378  HISTORY     - 1948     GOOD             USGS
 ME2378
 ME2378                          STATION DESCRIPTION
 ME2378
 ME2378'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RCB)
 ME2378'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF NORTH JUDSON AND 3
 ME2378'MILES NORTHEAST OF
 ME2378'SAN PIERRE.  IT IS 20 FEET SOUTH OF CENTER OF A PAVED ROAD, 3 FEET
 ME2378'WEST OF A POWER POLE AND 3 FEET
 ME2378'NORTHWEST OF A FENCE CORNER.  THE MARK IS A 6 X 6 INCH CONCRETE
 ME2378'POST WHICH IS FLUSH WITH THE GROUND AND
 ME2378'THE DISK IS A STANDARD USGS AND SS DISK STAMPED
 ME2378'TT STA NO 22F 19.
 ME2378'
 ME2378'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LOMAX.  THE
 ME2378'DISTANCE WAS 88.68 FEET, 27.030
 ME2378'METERS.
 ME2378'
 ME2378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 43
 ME2378'WHICH IS 6 MILES WEST OF NORTH
 ME2378'JUDSON, GO NORTH ON HIGHWAY 43 FOR 1.9 MILES TO A T ROAD RIGHT, TURN
 ME2378'RIGHT AND GO EAST ON PAVED ROAD
 ME2378'FOR 0.95 MILE TO STATION ON RIGHT AS DESCRIBED.
 ME2378'
 ME2378'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0666 ***********************************************************************
 LB0666  DESIGNATION -  TT 228=PBM 229
 LB0666  PID         -  LB0666
 LB0666  STATE/COUNTY-  IN/TIPPECANOE
 LB0666  COUNTRY     -  US
 LB0666  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0666
 LB0666                         *CURRENT SURVEY CONTROL
 LB0666  ______________________________________________________________________
 LB0666* NAD 83(1986) POSITION- 40 25 19.10   (N) 086 53 49.61   (W)   HD_HELD1
 LB0666* NAVD 88 ORTHO HEIGHT -   163.886 (meters)      537.68  (feet) ADJUSTED
 LB0666  ______________________________________________________________________
 LB0666  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 LB0666  DYNAMIC HEIGHT  -        163.805 (meters)      537.42  (feet) COMP
 LB0666  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 LB0666
 LB0666  VERT ORDER      -  SECOND    CLASS 0
 LB0666
 LB0666.The horizontal coordinates were determined by differentially corrected
 LB0666.hand held GPS observations or other comparable positioning techniques
 LB0666.and have an estimated accuracy of +/- 3 meters.
 LB0666
 LB0666.The orthometric height was determined by differential leveling and
 LB0666.adjusted by the NATIONAL GEODETIC SURVEY
 LB0666.in June 1991.
 LB0666
 LB0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0666.GEOID18 height accuracy estimate available here.
 LB0666
 LB0666.Click photographs - Photos may exist for this station.
 LB0666
 LB0666.The dynamic height is computed by dividing the NAVD 88
 LB0666.geopotential number by the normal gravity value computed on the
 LB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0666.degrees latitude (g = 980.6199 gals.).
 LB0666
 LB0666.The modeled gravity was interpolated from observed gravity values.
 LB0666
 LB0666;                    North         East    Units  Estimated Accuracy
 LB0666;SPC IN W     -   574,388.0     915,803.2     MT  (+/- 3 meters HH1 GPS) 
 LB0666
 LB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0872874598(NAD 83)
 LB0666
 LB0666                          SUPERSEDED SURVEY CONTROL
 LB0666
 LB0666  NGVD 29 (??/??/??)  163.98   (m)          538.0    (f) RESET       3  
 LB0666
 LB0666.Superseded values are not recommended for survey control.
 LB0666
 LB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0666.See file dsdata.pdf to determine how the superseded data were derived.
 LB0666
 LB0666_MARKER: DD = SURVEY DISK
 LB0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0666_SP_SET: BRIDGE ABUTMENT
 LB0666_STAMPING: GAGING STATION PBM 229
 LB0666_MARK LOGO: USGS
 LB0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0666
 LB0666  HISTORY     - Date     Condition        Report By
 LB0666  HISTORY     - UNK      MONUMENTED       USGS
 LB0666  HISTORY     - 1934     GOOD             CGS
 LB0666
 LB0666                          STATION DESCRIPTION
 LB0666
 LB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0666'AT LAFAYETTE.
 LB0666'AT BROWN STREE BRIDGE OVER WABASH RIVER, AT THE WEST END, ON
 LB0666'THE SOUTH SIDE OF THE WEST ABUTMENT OF THE BRIDGE.  A UNITED
 LB0666'STATES GEOLGOCIAL SURVEY STANDARD DISK, STAMPED GAGING STATION
 LB0666'PBM 229 TT 228.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1056 ***********************************************************************
 HZ1056  DESIGNATION -  TT 23 T RESET
 HZ1056  PID         -  HZ1056
 HZ1056  STATE/COUNTY-  IN/JEFFERSON
 HZ1056  COUNTRY     -  US
 HZ1056  USGS QUAD   -  MADISON WEST (2019)
 HZ1056
 HZ1056                         *CURRENT SURVEY CONTROL
 HZ1056  ______________________________________________________________________
 HZ1056* NAD 83(1986) POSITION- 38 44 32.05   (N) 085 24 44.29   (W)   HD_HELD1
 HZ1056* NAVD 88 ORTHO HEIGHT -   137.685 (meters)      451.72  (feet) ADJUSTED
 HZ1056  ______________________________________________________________________
 HZ1056  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 HZ1056  DYNAMIC HEIGHT  -        137.594 (meters)      451.42  (feet) COMP
 HZ1056  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 HZ1056
 HZ1056  VERT ORDER      -  FIRST     CLASS II
 HZ1056
 HZ1056.The horizontal coordinates were determined by differentially corrected
 HZ1056.hand held GPS observations or other comparable positioning techniques
 HZ1056.and have an estimated accuracy of +/- 3 meters.
 HZ1056
 HZ1056.The orthometric height was determined by differential leveling and
 HZ1056.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1056.in June 1991.
 HZ1056
 HZ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1056.GEOID18 height accuracy estimate available here.
 HZ1056
 HZ1056.Click photographs - Photos may exist for this station.
 HZ1056
 HZ1056.The dynamic height is computed by dividing the NAVD 88
 HZ1056.geopotential number by the normal gravity value computed on the
 HZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1056.degrees latitude (g = 980.6199 gals.).
 HZ1056
 HZ1056.The modeled gravity was interpolated from observed gravity values.
 HZ1056
 HZ1056;                    North         East    Units  Estimated Accuracy
 HZ1056;SPC IN E     -   387,912.8     122,113.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1056
 HZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3798289369(NAD 83)
 HZ1056
 HZ1056                          SUPERSEDED SURVEY CONTROL
 HZ1056
 HZ1056  NGVD 29 (??/??/92)  137.85   (m)          452.3    (f) COMPUTED    1 2
 HZ1056
 HZ1056.Superseded values are not recommended for survey control.
 HZ1056
 HZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1056.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1056
 HZ1056_MARKER: DB = BENCH MARK DISK
 HZ1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1056_STAMPING: TT 23 T 1937 RESET 1949
 HZ1056_MARK LOGO: USGS
 HZ1056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1056+STABILITY: SURFACE MOTION
 HZ1056
 HZ1056  HISTORY     - Date     Condition        Report By
 HZ1056  HISTORY     - 1949     MONUMENTED       USGS
 HZ1056  HISTORY     - 1961     GOOD             CGS
 HZ1056  HISTORY     - 1963     GOOD             CGS
 HZ1056  HISTORY     - 1965     GOOD             CGS
 HZ1056  HISTORY     - 19800321 GOOD             NGS
 HZ1056
 HZ1056                          STATION DESCRIPTION
 HZ1056
 HZ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JH)
 HZ1056'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
 HZ1056
 HZ1056                          STATION RECOVERY (1963)
 HZ1056
 HZ1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CDR)
 HZ1056'STATION MARK TT 23 T USGS LOCATED STATION.
 HZ1056
 HZ1056                          STATION RECOVERY (1965)
 HZ1056
 HZ1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1056'2 MI W FROM MADISON.
 HZ1056'2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE COURTHOUSE
 HZ1056'AT MADISON, AT THE SOUTH ENTRANCE TO THE CLIFTY FALLS STATE
 HZ1056'PARK, IN SECTIN 33, T 4 N, R 10 E, 51 FEET NORTH OF THE CENTER
 HZ1056'LINE OF THE HIGHWAY, 106 FEET EAST OF THE CENTER LINE OF A
 HZ1056'ROAD LEADING INTO THE PARK, 21 FEET WEST OF A POWER POLE, 7
 HZ1056'FEET NORTH OF THE EAST END OF A ROCK RETAINING WALL, ABOUT 6
 HZ1056'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HZ1056'CONCRETE POST PROJECTING 5 INCHES.
 HZ1056
 HZ1056                          STATION RECOVERY (1980)
 HZ1056
 HZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HZ1056'USGS BM TT 23 T IS A STANDARD USGS BENCH MARK DISK, STAMPED---TT 23 T
 HZ1056'1937 RESET 1949---.  IT IS 105 FT (32.0 M) E OF CENTER LINE OF PARK
 HZ1056'ENTRANCE ROAD, 51 FT (15.5 M) N OF CENTER LINE OF HIGHWAY 56, 21 FT
 HZ1056'(6.4 M) NW OF POWER LINE POLE AND 1 FT (0.3 M) SE OF AN METAL WITNESS
 HZ1056'POST.  THE MARK PROJECTS ABOUT 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1305 ***********************************************************************
 HZ1305  DESIGNATION -  TT 24 D
 HZ1305  PID         -  HZ1305
 HZ1305  STATE/COUNTY-  IN/CLARK
 HZ1305  COUNTRY     -  US
 HZ1305  USGS QUAD   -  BORDEN (2019)
 HZ1305
 HZ1305                         *CURRENT SURVEY CONTROL
 HZ1305  ______________________________________________________________________
 HZ1305* NAD 83(1986) POSITION- 38 28 00.31   (N) 085 56 49.60   (W)   HD_HELD1
 HZ1305* NAVD 88 ORTHO HEIGHT -   171.197 (meters)      561.67  (feet) ADJUSTED
 HZ1305  ______________________________________________________________________
 HZ1305  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 HZ1305  DYNAMIC HEIGHT  -        171.082 (meters)      561.29  (feet) COMP
 HZ1305  MODELED GRAVITY -    979,956.1   (mgal)                       NAVD 88
 HZ1305
 HZ1305  VERT ORDER      -  FIRST     CLASS II
 HZ1305
 HZ1305.The horizontal coordinates were determined by differentially corrected
 HZ1305.hand held GPS observations or other comparable positioning techniques
 HZ1305.and have an estimated accuracy of +/- 3 meters.
 HZ1305
 HZ1305.The orthometric height was determined by differential leveling and
 HZ1305.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1305.in June 1991.
 HZ1305
 HZ1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1305.GEOID18 height accuracy estimate available here.
 HZ1305
 HZ1305.Click photographs - Photos may exist for this station.
 HZ1305
 HZ1305.The dynamic height is computed by dividing the NAVD 88
 HZ1305.geopotential number by the normal gravity value computed on the
 HZ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1305.degrees latitude (g = 980.6199 gals.).
 HZ1305
 HZ1305.The modeled gravity was interpolated from observed gravity values.
 HZ1305
 HZ1305;                    North         East    Units  Estimated Accuracy
 HZ1305;SPC IN E     -   357,339.5      75,525.6     MT  (+/- 3 meters HH1 GPS) 
 HZ1305
 HZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9185358129(NAD 83)
 HZ1305
 HZ1305                          SUPERSEDED SURVEY CONTROL
 HZ1305
 HZ1305  NGVD 29 (??/??/92)  171.330  (m)          562.11   (f) ADJ UNCH    1 2
 HZ1305
 HZ1305.Superseded values are not recommended for survey control.
 HZ1305
 HZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1305.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1305
 HZ1305_MARKER: DD = SURVEY DISK
 HZ1305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ1305_STAMPING: TT 24 D 562 1937
 HZ1305_MARK LOGO: USGS
 HZ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1305
 HZ1305  HISTORY     - Date     Condition        Report By
 HZ1305  HISTORY     - 1937     MONUMENTED       USGS
 HZ1305  HISTORY     - 1949     GOOD             CGS
 HZ1305
 HZ1305                          STATION DESCRIPTION
 HZ1305
 HZ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1305'AT BORDEN.
 HZ1305'AT BORDEN, AT THE CHURCH OF CHRIST, ABOUT 0.1 MILE SOUTHEAST
 HZ1305'OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY STATION,
 HZ1305'50.5 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 HZ1305'60, 10.5 FEET WEST OF THE WEST END OF THE NORTHEAST ENTRANCE
 HZ1305'STEPS, 4 FEET NORTH-NORTHEAST OF THE NORTHEAST FOUNDATION OF
 HZ1305'THE CHURCH, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 HZ1305'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2358 ***********************************************************************
 ME2358  DESIGNATION -  TT 25 F
 ME2358  PID         -  ME2358
 ME2358  STATE/COUNTY-  IN/STARKE
 ME2358  COUNTRY     -  US
 ME2358  USGS QUAD   -  KNOX WEST (2019)
 ME2358
 ME2358                         *CURRENT SURVEY CONTROL
 ME2358  ______________________________________________________________________
 ME2358* NAD 83(1997) POSITION- 41 17 43.08623(N) 086 43 04.39709(W)   ADJUSTED
 ME2358* NAVD 88 ORTHO HEIGHT -   205.95  (+/-2cm)      675.7   (feet) VERTCON3
 ME2358  ______________________________________________________________________
 ME2358  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME2358  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 ME2358  HORZ ORDER      -  SECOND
 ME2358  VERT ORDER      -  THIRD ? (See Below)
 ME2358
 ME2358.The horizontal coordinates were established by classical geodetic methods
 ME2358.and adjusted by the National Geodetic Survey in May 1999.
 ME2358
 ME2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2358
 ME2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2358.GEOID18 height accuracy estimate available here.
 ME2358
 ME2358.The vertical order pertains to the NGVD 29 superseded value.
 ME2358
 ME2358.Click photographs - Photos may exist for this station.
 ME2358
 ME2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2358
 ME2358. The following values were computed from the NAD 83(1997) position.
 ME2358
 ME2358;                    North         East     Units Scale Factor Converg.
 ME2358;SPC IN W     -   671,416.777   930,608.173   MT  0.99997819   +0 14 28.2
 ME2358;SPC IN W     - 2,202,806.54  3,053,170.31   sFT  0.99997819   +0 14 28.2
 ME2358;UTM  16      - 4,571,577.573   523,619.848   MT  0.99960687   +0 11 10.2
 ME2358
 ME2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2358!SPC IN W     -   0.99997301  x   0.99997819  =   0.99995120
 ME2358!UTM  16      -   0.99997301  x   0.99960687  =   0.99957989
 ME2358
 ME2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2361971577(NAD 83)
 ME2358
 ME2358                          SUPERSEDED SURVEY CONTROL
 ME2358
 ME2358  NAD 83(1986)-  41 17 43.09115(N)    086 43 04.40399(W) AD(       ) 2
 ME2358  NAD 27      -  41 17 42.94380(N)    086 43 04.34910(W) AD(       ) 2
 ME2358  NGVD 29             206.05   (m)          676.0    (f) LEVELING    3  
 ME2358
 ME2358.Superseded values are not recommended for survey control.
 ME2358
 ME2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2358.See file dsdata.pdf to determine how the superseded data were derived.
 ME2358
 ME2358_MARKER: DB = BENCH MARK DISK
 ME2358_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2358_STAMPING: TT NO 25 F 1928
 ME2358_MARK LOGO: USGS
 ME2358_PROJECTION: FLUSH
 ME2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2358
 ME2358  HISTORY     - Date     Condition        Report By
 ME2358  HISTORY     - 1928     MONUMENTED       USGS
 ME2358  HISTORY     - 1948     GOOD             CGS
 ME2358
 ME2358                          STATION DESCRIPTION
 ME2358
 ME2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2358'STATION IS LOCATED 6 MILES NORTHEAST OF NORTH JUDSON, 5 MILES WEST OF
 ME2358'KNOX AND 3 MILES
 ME2358'NORTHWEST OF TOTO IN THE SOUTHWEST ANGLE OF A GRAVEL CROSSROAD.  IT
 ME2358'IS 100 FEET NORTHEAST OF THE
 ME2358'NORTHEAST CORNER OF A FRAME HOUSE, 35 FEET SOUTHWEST OF THE
 ME2358'INTERSECTION OF THE CROSSROAD, 2 FEET NORTH
 ME2358'OF A FENCE LINE AND 2 FEET WEST OF A TELEPHONE
 ME2358'POLE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2358'SET FLUSH WITH THE GROUND WITH A STANDARD
 ME2358'USGS AND SS BENCH MARK DISK STAMPED TT NO 25 F 1928.
 ME2358'
 ME2358'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TOTO AND
 ME2358'THE DISTANCE WAS FOUND TO BE
 ME2358'143.24 FEET (43.660 METERS).
 ME2358'
 ME2358'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2263 ***********************************************************************
 HZ2263  DESIGNATION -  TT 26 D
 HZ2263  PID         -  HZ2263
 HZ2263  STATE/COUNTY-  IN/FLOYD
 HZ2263  COUNTRY     -  US
 HZ2263  USGS QUAD   -  LANESVILLE (2019)
 HZ2263
 HZ2263                         *CURRENT SURVEY CONTROL
 HZ2263  ______________________________________________________________________
 HZ2263* NAD 83(1997) POSITION- 38 14 28.98219(N) 085 55 51.39008(W)   ADJUSTED
 HZ2263* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 HZ2263  ______________________________________________________________________
 HZ2263  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 HZ2263  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 HZ2263  HORZ ORDER      -  SECOND
 HZ2263
 HZ2263.The horizontal coordinates were established by classical geodetic methods
 HZ2263.and adjusted by the National Geodetic Survey in May 1999.
 HZ2263
 HZ2263.The orthometric height was scaled from a topographic map.
 HZ2263
 HZ2263.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2263.GEOID18 height accuracy estimate available here.
 HZ2263
 HZ2263.Click photographs - Photos may exist for this station.
 HZ2263
 HZ2263.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2263
 HZ2263. The following values were computed from the NAD 83(1997) position.
 HZ2263
 HZ2263;                    North         East     Units Scale Factor Converg.
 HZ2263;SPC IN E     -   332,319.478    76,865.117   MT  0.99997326   -0 09 48.9
 HZ2263;SPC IN E     - 1,090,284.82    252,181.64   sFT  0.99997326   -0 09 48.9
 HZ2263;UTM  16      - 4,233,137.890   593,553.255   MT  0.99970779   +0 39 42.4
 HZ2263
 HZ2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2263!SPC IN E     -   0.99995722  x   0.99997326  =   0.99993048
 HZ2263!UTM  16      -   0.99995722  x   0.99970779  =   0.99966502
 HZ2263
 HZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9355333137(NAD 83)
 HZ2263
 HZ2263                          SUPERSEDED SURVEY CONTROL
 HZ2263
 HZ2263  NAD 83(1993)-  38 14 28.98304(N)    085 55 51.39123(W) AD(       ) 2
 HZ2263  NAD 83(1986)-  38 14 28.98689(N)    085 55 51.39797(W) AD(       ) 2
 HZ2263  NAD 27      -  38 14 28.74000(N)    085 55 51.52200(W) AD(       ) 2
 HZ2263
 HZ2263.Superseded values are not recommended for survey control.
 HZ2263
 HZ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2263.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2263
 HZ2263_MARKER: DD = SURVEY DISK
 HZ2263_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2263_STAMPING: TT 26D 1937
 HZ2263_MARK LOGO: USGS
 HZ2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2263
 HZ2263  HISTORY     - Date     Condition        Report By
 HZ2263  HISTORY     - 1937     MONUMENTED       USGS
 HZ2263  HISTORY     - 1947     GOOD             USGS
 HZ2263
 HZ2263                          STATION DESCRIPTION
 HZ2263
 HZ2263'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 HZ2263'THIS IS A TRAVERSE STATION.
 HZ2263'
 HZ2263'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF EDWARDSVILLE AND
 HZ2263'0.1 MILE EAST OF STATE HIGHWAY 11. IT IS LOCATED BENEATH THE
 HZ2263'FLOYD COUNTY LOOKOUT TOWER.
 HZ2263'
 HZ2263'THE DISK IS SET IN THE TOP OF A 5-INCH PRECAST CONCRETE MARKER THAT
 HZ2263'PROJECTS 2 INCHES. THE DISK IS STAMPED TT 26D 1937.
 HZ2263'
 HZ2263'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FLOYD. IT
 HZ2263'IS 10.629 METERS 34.87 FEET EAST OF THE TRIANGULATION
 HZ2263'STATION.
 HZ2263'
 HZ2263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 11,
 HZ2263'WHICH IS 3 MILES EAST OF LANESVILLE, GO SOUTH ON STATE HIGHWAY 11
 HZ2263'FOR 1.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE
 HZ2263'FLOYD LOOKOUT TOWER AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2254 ***********************************************************************
 HZ2254  DESIGNATION -  TT 27 D
 HZ2254  PID         -  HZ2254
 HZ2254  STATE/COUNTY-  IN/FLOYD
 HZ2254  COUNTRY     -  US
 HZ2254  USGS QUAD   -  LANESVILLE (2019)
 HZ2254
 HZ2254                         *CURRENT SURVEY CONTROL
 HZ2254  ______________________________________________________________________
 HZ2254* NAD 83(1997) POSITION- 38 13 54.86292(N) 085 55 56.16459(W)   ADJUSTED
 HZ2254* NAVD 88 ORTHO HEIGHT -   284.    (meters)      932.    (feet) SCALED
 HZ2254  ______________________________________________________________________
 HZ2254  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 HZ2254  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 HZ2254  HORZ ORDER      -  SECOND
 HZ2254
 HZ2254.The horizontal coordinates were established by classical geodetic methods
 HZ2254.and adjusted by the National Geodetic Survey in May 1999.
 HZ2254
 HZ2254.The orthometric height was scaled from a topographic map.
 HZ2254
 HZ2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2254.GEOID18 height accuracy estimate available here.
 HZ2254
 HZ2254.Click photographs - Photos may exist for this station.
 HZ2254
 HZ2254.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2254
 HZ2254. The following values were computed from the NAD 83(1997) position.
 HZ2254
 HZ2254;                    North         East     Units Scale Factor Converg.
 HZ2254;SPC IN E     -   331,267.822    76,745.997   MT  0.99997332   -0 09 51.7
 HZ2254;SPC IN E     - 1,086,834.51    251,790.83   sFT  0.99997332   -0 09 51.7
 HZ2254;UTM  16      - 4,232,084.908   593,449.323   MT  0.99970755   +0 39 38.9
 HZ2254
 HZ2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2254!SPC IN E     -   0.99996067  x   0.99997332  =   0.99993399
 HZ2254!UTM  16      -   0.99996067  x   0.99970755  =   0.99966823
 HZ2254
 HZ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9344932084(NAD 83)
 HZ2254
 HZ2254                          SUPERSEDED SURVEY CONTROL
 HZ2254
 HZ2254  NAD 83(1993)-  38 13 54.86379(N)    085 55 56.16570(W) AD(       ) 2
 HZ2254  NAD 83(1986)-  38 13 54.86773(N)    085 55 56.17246(W) AD(       ) 2
 HZ2254  NAD 27      -  38 13 54.62000(N)    085 55 56.29600(W) AD(       ) 2
 HZ2254
 HZ2254.Superseded values are not recommended for survey control.
 HZ2254
 HZ2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2254.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2254
 HZ2254_MARKER: P = PIPE CAP
 HZ2254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2254_STAMPING: TT 27D 693 1937
 HZ2254_MARK LOGO: USGS
 HZ2254_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2254
 HZ2254  HISTORY     - Date     Condition        Report By
 HZ2254  HISTORY     - 1937     MONUMENTED       USGS
 HZ2254  HISTORY     - 1947     GOOD             CGS
 HZ2254
 HZ2254                          STATION DESCRIPTION
 HZ2254
 HZ2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2254'THIS IS A TRAVERSE STATION.
 HZ2254'
 HZ2254'THE STATION IS LOCATED 2.75 MILES EAST-SOUTHEAST OF LANESVILLE, 4
 HZ2254'MILES NORTH-NORTHWEST OF BRIDGEPORT, 45 FEET WEST-SOUTHWEST
 HZ2254'OF THE MAYFIELD FARM HOUSE, 24 FEET EAST OF THE APPROXIMATE
 HZ2254'CENTERLINE OF STATE HIGHWAY 11, 24 FEET NORTH OF THE
 HZ2254'APPROXIMATE CENTERLINE OF THE MAYFIELD FARM DRIVEWAY, AND 5 FEET
 HZ2254'NORTHWEST OF A POWERLINE POLE. THE MARK IS A 4-INCH IRON PIPE THAT
 HZ2254'PROJECTS 10 INCHES. ON THE TOP OF THE PIPE IS A STANDARD U.S.G.S. CAP
 HZ2254'AND IT IS STAMPED IND TT 27D 1937. ELEVATION 693 FEET.
 HZ2254'
 HZ2254'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND 11,
 HZ2254'WHICH IS 3 MILES EAST OF THE VILLAGE OF LANESVILLE, GO
 HZ2254'SOUTH ON STATE HIGHWAY 11 FOR 2 MILES TO THE STATION ON THE LEFT.
 HZ2254'
 HZ2254'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NEW TO
 HZ2254'U.S.G.S. BENCH MARK TT 27D 1937. IT IS 66.301 METERS,
 HZ2254'217.52 FEET, NORTHWEST OF TRIANGULATION STATION NEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1777 ***********************************************************************
 JA1777  DESIGNATION -  TT 27 DWP
 JA1777  PID         -  JA1777
 JA1777  STATE/COUNTY-  IN/ORANGE
 JA1777  COUNTRY     -  US
 JA1777  USGS QUAD   -  HARDINSBURG (2019)
 JA1777
 JA1777                         *CURRENT SURVEY CONTROL
 JA1777  ______________________________________________________________________
 JA1777* NAD 83(1997) POSITION- 38 29 49.53647(N) 086 20 14.07963(W)   ADJUSTED
 JA1777* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 JA1777  ______________________________________________________________________
 JA1777  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 JA1777  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 JA1777  HORZ ORDER      -  SECOND
 JA1777
 JA1777.The horizontal coordinates were established by classical geodetic methods
 JA1777.and adjusted by the National Geodetic Survey in May 1999.
 JA1777
 JA1777.The orthometric height was scaled from a topographic map.
 JA1777
 JA1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1777.GEOID18 height accuracy estimate available here.
 JA1777
 JA1777.Click photographs - Photos may exist for this station.
 JA1777
 JA1777.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1777
 JA1777. The following values were computed from the NAD 83(1997) position.
 JA1777
 JA1777;                    North         East     Units Scale Factor Converg.
 JA1777;SPC IN W     -   360,933.937   965,084.271   MT  1.00001881   +0 27 52.0
 JA1777;SPC IN W     - 1,184,164.09  3,166,280.65   sFT  1.00001881   +0 27 52.0
 JA1777;UTM  16      - 4,261,178.985   557,793.499   MT  0.99964113   +0 24 45.2
 JA1777
 JA1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1777!SPC IN W     -   0.99996118  x   1.00001881  =   0.99997999
 JA1777!UTM  16      -   0.99996118  x   0.99964113  =   0.99960232
 JA1777
 JA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5779361178(NAD 83)
 JA1777
 JA1777                          SUPERSEDED SURVEY CONTROL
 JA1777
 JA1777  NAD 83(1993)-  38 29 49.54035(N)    086 20 14.08155(W) AD(       ) 2
 JA1777  NAD 83(1986)-  38 29 49.54161(N)    086 20 14.08399(W) AD(       ) 2
 JA1777  NAD 27      -  38 29 49.33800(N)    086 20 14.14000(W) AD(       ) 2
 JA1777
 JA1777.Superseded values are not recommended for survey control.
 JA1777
 JA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1777.See file dsdata.pdf to determine how the superseded data were derived.
 JA1777
 JA1777_MARKER: DD = SURVEY DISK
 JA1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1777_STAMPING: TT 27 DWP 1946
 JA1777_MARK LOGO: USGS
 JA1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1777+STABILITY: SURFACE MOTION
 JA1777
 JA1777  HISTORY     - Date     Condition        Report By
 JA1777  HISTORY     - 1946     MONUMENTED       USGS
 JA1777
 JA1777                          STATION DESCRIPTION
 JA1777
 JA1777'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DWP)
 JA1777'TO REACH FROM PAOLI, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 150, FOR
 JA1777'5.0 MILES TO THE VILLAGE OF CHAMBERSBURG, CONTINUE ON THE
 JA1777'HIGHWAY FOR 2.6 MILES TO THE TOP OF A NEARLY BARE SUMMIT AND THE
 JA1777'STATION ON THE LEFT.
 JA1777'
 JA1777'REFERENCE MARK NO. 1 IS 77.74 FEET SOUTHEAST OF THE STATION, TT 27
 JA1777'DWP USGS WAS USED FOR GROVES R.M. NO 1 46.5 FEET NORTHEAST OF
 JA1777'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTH OF A TELEPHONE POLE.
 JA1777'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED TT 27 DWP USGS
 JA1777'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0499 ***********************************************************************
 JA0499  DESIGNATION -  TT 29 T USG
 JA0499  PID         -  JA0499
 JA0499  STATE/COUNTY-  IN/CRAWFORD
 JA0499  COUNTRY     -  US
 JA0499  USGS QUAD   -  LEAVENWORTH (2019)
 JA0499
 JA0499                         *CURRENT SURVEY CONTROL
 JA0499  ______________________________________________________________________
 JA0499* NAD 83(1986) POSITION- 38 11 48.87   (N) 086 18 41.51   (W)   HD_HELD1
 JA0499* NAVD 88 ORTHO HEIGHT -   139.877 (meters)      458.91  (feet) ADJUSTED
 JA0499  ______________________________________________________________________
 JA0499  GEOID HEIGHT    -        -33.223 (meters)                     GEOID18
 JA0499  DYNAMIC HEIGHT  -        139.778 (meters)      458.59  (feet) COMP
 JA0499  MODELED GRAVITY -    979,919.0   (mgal)                       NAVD 88
 JA0499
 JA0499  VERT ORDER      -  FIRST     CLASS II
 JA0499
 JA0499.The horizontal coordinates were determined by differentially corrected
 JA0499.hand held GPS observations or other comparable positioning techniques
 JA0499.and have an estimated accuracy of +/- 3 meters.
 JA0499
 JA0499.The orthometric height was determined by differential leveling and
 JA0499.adjusted by the NATIONAL GEODETIC SURVEY
 JA0499.in June 1991.
 JA0499
 JA0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0499.GEOID18 height accuracy estimate available here.
 JA0499
 JA0499.Click photographs - Photos may exist for this station.
 JA0499
 JA0499.The dynamic height is computed by dividing the NAVD 88
 JA0499.geopotential number by the normal gravity value computed on the
 JA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0499.degrees latitude (g = 980.6199 gals.).
 JA0499
 JA0499.The modeled gravity was interpolated from observed gravity values.
 JA0499
 JA0499;                    North         East    Units  Estimated Accuracy
 JA0499;SPC IN W     -   327,631.4     967,605.9     MT  (+/- 3 meters HH1 GPS) 
 JA0499
 JA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6028427886(NAD 83)
 JA0499
 JA0499                          SUPERSEDED SURVEY CONTROL
 JA0499
 JA0499  NGVD 29 (??/??/92)  139.98   (m)          459.3    (f) COMPUTED    1 2
 JA0499
 JA0499.Superseded values are not recommended for survey control.
 JA0499
 JA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0499.See file dsdata.pdf to determine how the superseded data were derived.
 JA0499
 JA0499_MARKER: DD = SURVEY DISK
 JA0499_SETTING: 66 = SET IN ROCK OUTCROP
 JA0499_STAMPING: 459 TT 29 T 1943
 JA0499_MARK LOGO: USGS
 JA0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0499+STABILITY: POSITION/ELEVATION WELL
 JA0499
 JA0499  HISTORY     - Date     Condition        Report By
 JA0499  HISTORY     - 1943     MONUMENTED       USGS
 JA0499  HISTORY     - 1965     GOOD             CGS
 JA0499
 JA0499                          STATION DESCRIPTION
 JA0499
 JA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0499'2.4 MI E FROM LEAVENWORTH.
 JA0499'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0499'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0499'PARALLELS U.S. HIGHWAY 460, THENCE 2.35 MILES EAST ALONG U.S.
 JA0499'HIGHWAY 460, IN SECTION 4, T 4 S, T 2 E, AT THE Y-JUNCTION OF A
 JA0499'PAVED ROAD LEADING NORTH AND EAST, ABOUT 30 YARDS NORTHWEST OF
 JA0499'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE ROCK
 JA0499'OUTCROP, 26 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 7843, 12
 JA0499'FEET NORTHWEST OF A FENCE, 4.3 FEET NORTH OF THE SOUTH EDGE OF
 JA0499'THE ROCK OUTCROP, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 JA0499'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2136 ***********************************************************************
 HZ2136  DESIGNATION -  TT 3 D
 HZ2136  PID         -  HZ2136
 HZ2136  STATE/COUNTY-  IN/CLARK
 HZ2136  COUNTRY     -  US
 HZ2136  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2136
 HZ2136                         *CURRENT SURVEY CONTROL
 HZ2136  ______________________________________________________________________
 HZ2136* NAD 83(1997) POSITION- 38 20 34.15561(N) 085 43 18.21483(W)   ADJUSTED
 HZ2136* NAVD 88 ORTHO HEIGHT -   149.84  (+/-2cm)      491.6   (feet) VERTCON3
 HZ2136  ______________________________________________________________________
 HZ2136  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 HZ2136  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 HZ2136  HORZ ORDER      -  THIRD
 HZ2136  VERT ORDER      -  THIRD ? (See Below)
 HZ2136
 HZ2136.The horizontal coordinates were established by classical geodetic methods
 HZ2136.and adjusted by the National Geodetic Survey in May 1999.
 HZ2136
 HZ2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2136
 HZ2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2136.GEOID18 height accuracy estimate available here.
 HZ2136
 HZ2136.The vertical order pertains to the NGVD 29 superseded value.
 HZ2136
 HZ2136.Click photographs - Photos may exist for this station.
 HZ2136
 HZ2136.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2136
 HZ2136. The following values were computed from the NAD 83(1997) position.
 HZ2136
 HZ2136;                    North         East     Units Scale Factor Converg.
 HZ2136;SPC IN E     -   343,547.229    95,186.733   MT  0.99996695   -0 02 03.0
 HZ2136;SPC IN E     - 1,127,121.20    312,291.81   sFT  0.99996695   -0 02 03.0
 HZ2136;SPC KY1Z     - 1,223,021.274 1,502,471.587   MT  0.99993800   +0 01 02.5
 HZ2136;SPC KY1Z     - 4,012,528.96  4,929,358.87   sFT  0.99993800   +0 01 02.5
 HZ2136;SPC KY N     -    94,578.278   371,348.783   MT  0.99996443   -0 54 55.8
 HZ2136;SPC KY N     -   310,295.57  1,218,333.47   sFT  0.99996443   -0 54 55.8
 HZ2136;UTM  16      - 4,244,625.940   611,706.705   MT  0.99975367   +0 47 35.1
 HZ2136
 HZ2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2136!SPC IN E     -   0.99998174  x   0.99996695  =   0.99994869
 HZ2136!SPC KY1Z     -   0.99998174  x   0.99993800  =   0.99991974
 HZ2136!SPC KY N     -   0.99998174  x   0.99996443  =   0.99994617
 HZ2136!UTM  16      -   0.99998174  x   0.99975367  =   0.99973541
 HZ2136
 HZ2136:                Primary Azimuth Mark                     Grid Az
 HZ2136:SPC IN E     -  TT 3 D AZ MK                             046 29 02.5
 HZ2136:SPC KY1Z     -  TT 3 D AZ MK                             046 25 57.0
 HZ2136:SPC KY N     -  TT 3 D AZ MK                             047 21 55.3
 HZ2136:UTM  16      -  TT 3 D AZ MK                             045 39 24.4
 HZ2136
 HZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1170644625(NAD 83)
 HZ2136
 HZ2136|---------------------------------------------------------------------|
 HZ2136| PID    Reference Object                     Distance      Geod. Az  |
 HZ2136|                                                           dddmmss.s |
 HZ2136| CG9302 TT 3 D RM 1                          19.172 METERS 04313     |
 HZ2136| CG9301 TT 3 D AZ MK                                       0462659.5 |
 HZ2136| HZ2139 RADIO STATION WAVE SOUTH MAST       APPROX. 3.5 KM 2155739.9 |
 HZ2136| HZ2138 RADIO STATION WAVE NORTH MAST       APPROX. 3.4 KM 2165233.9 |
 HZ2136| CG9303 TT 3 D RM 2                          23.814 METERS 29747     |
 HZ2136|---------------------------------------------------------------------|
 HZ2136
 HZ2136                          SUPERSEDED SURVEY CONTROL
 HZ2136
 HZ2136  NAD 83(1993)-  38 20 34.15589(N)    085 43 18.21496(W) AD(       ) 3
 HZ2136  NAD 83(1986)-  38 20 34.15911(N)    085 43 18.22147(W) AD(       ) 3
 HZ2136  NAD 27      -  38 20 33.92000(N)    085 43 18.35500(W) AD(       ) 3
 HZ2136  NGVD 29             149.98   (m)          492.1    (f) LEVELING    3  
 HZ2136
 HZ2136.Superseded values are not recommended for survey control.
 HZ2136
 HZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2136.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2136
 HZ2136_MARKER: DD = SURVEY DISK
 HZ2136_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2136_STAMPING: TT 3D 492 1937
 HZ2136_MARK LOGO: USGS
 HZ2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2136
 HZ2136  HISTORY     - Date     Condition        Report By
 HZ2136  HISTORY     - 1937     MONUMENTED       USGS
 HZ2136  HISTORY     - 1947     GOOD             CGS
 HZ2136
 HZ2136                          STATION DESCRIPTION
 HZ2136
 HZ2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2136'THE STATION IS LOCATED ON THE PROPERTY OF THE BALTIMORE AND OHIO
 HZ2136'RAILROAD, ABOUT 5 MILES NORTH-NORTHEAST OF
 HZ2136'JEFFERSONVILLE, AND 3-3/4 MILES SOUTHWEST OF SELLERSBURG. IT IS 23.8
 HZ2136'FEET NORTHWEST OF THE WEST RAIL OF THE TRACK, 29 FEET EAST OF THE
 HZ2136'APPROZIMATE CENTERLINE OF A GRAVEL ROAD, 16.4 FEET EAST OF A FENCE
 HZ2136'CORNER POST, AND 2 FEET SOUTH OF A WIRE FENCE. THE MARK IS A
 HZ2136'PRECAST CONCRETE MARKER WITH STANDARD U.S.G.S. DISK. THE MARK
 HZ2136'PROJECTS 5 INCHES, AND THE DISK IS STAMPED TT 3 D 1937 492. THE
 HZ2136'STAMPING ON DISK OF 492 IS THE FEET ELEVATION.
 HZ2136'
 HZ2136'REFERENCE MARK NO. 1 IS 62.90 FEET NORTHEAST OF THE STATION, 24.8
 HZ2136'FEET NORTHWEST OF THE WEST RAIL OF THE TRACK, AND 1.5 FEET SOUTH
 HZ2136'OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2136'STAMPED TT 3 D NO 1 1947.
 HZ2136'
 HZ2136'REFERENCE MARK NO. 2 IS 78.13 FEET WEST-NORTHWEST OF THE STATION, 13
 HZ2136'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND
 HZ2136'1 FOOT EAST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND
 HZ2136'THE DISK IS STAMPED TT 3 D NO 2 1947.
 HZ2136'
 HZ2136'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHEAST OF THE STATION,
 HZ2136'25 FEET SOUTHEAST OF THE EAST RAIL OF THE TRACK, 16 FEET
 HZ2136'EAST OF A RAILROAD SIGN, 1.5 FEET WEST OF TELEPHONE POLE NO 47-40,
 HZ2136'AND 1.5 FEET SOUTH OF A WITNESS POST. THE MARK PROJECTS 2
 HZ2136'INCHES, AND THE DISK IS STAMPED TT 3 D 1947.
 HZ2136'
 HZ2136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND STATE
 HZ2136'HIGHWAY 62 IN CHARLESTOWN, GO SOUTH ON THE LATTER FOR 8.7 MILES TO
 HZ2136'A CROSSROAD. TURN RIGHT, WEST, AND GO ON THE MAIN PAVED ROAD FOR 1
 HZ2136'MILE TO A T-ROAD INTERSECTION.  TURN RIGHT, NORTHEAST, AND GO ON
 HZ2136'THE MAIN ROAD FOR 0.55 MILE TO A GRAVEL ROAD ON THE LEFT. TURN LEFT,
 HZ2136'NORTHWEST, AND GO 0.15 MILE TO A RAILROAD TRACK AND THE STATION.
 HZ2136'
 HZ2136'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 HZ2136'GRAVEL ROAD FOR 0.15 MILE TO A T-ROAD INTERSECTION.  TURN LEFT,
 HZ2136'EAST, AND GO ON THE MAIN ROAD FOR 0.25 MILE TO A RAILROAD CROSSING
 HZ2136'SIGN AND THE AZIMUTH MARK ON THE R RIGHT.
 HZ2136'
 HZ2136'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1071 ***********************************************************************
 HA1071  DESIGNATION -  TT 3 TWC
 HA1071  PID         -  HA1071
 HA1071  STATE/COUNTY-  IN/POSEY
 HA1071  COUNTRY     -  US
 HA1071  USGS QUAD   -  UNIONTOWN (2019)
 HA1071
 HA1071                         *CURRENT SURVEY CONTROL
 HA1071  ______________________________________________________________________
 HA1071* NAD 83(1986) POSITION- 37 51 58.66   (N) 087 56 45.90   (W)   HD_HELD1
 HA1071* NAVD 88 ORTHO HEIGHT -   112.386 (meters)      368.72  (feet) ADJUSTED
 HA1071  ______________________________________________________________________
 HA1071  GEOID HEIGHT    -        -30.405 (meters)                     GEOID18
 HA1071  DYNAMIC HEIGHT  -        112.310 (meters)      368.47  (feet) COMP
 HA1071  MODELED GRAVITY -    979,944.3   (mgal)                       NAVD 88
 HA1071
 HA1071  VERT ORDER      -  FIRST     CLASS II
 HA1071
 HA1071.The horizontal coordinates were determined by differentially corrected
 HA1071.hand held GPS observations or other comparable positioning techniques
 HA1071.and have an estimated accuracy of +/- 3 meters.
 HA1071
 HA1071.The orthometric height was determined by differential leveling and
 HA1071.adjusted by the NATIONAL GEODETIC SURVEY
 HA1071.in June 1991.
 HA1071
 HA1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1071.GEOID18 height accuracy estimate available here.
 HA1071
 HA1071.Click photographs - Photos may exist for this station.
 HA1071
 HA1071.The dynamic height is computed by dividing the NAVD 88
 HA1071.geopotential number by the normal gravity value computed on the
 HA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1071.degrees latitude (g = 980.6199 gals.).
 HA1071
 HA1071.The modeled gravity was interpolated from observed gravity values.
 HA1071
 HA1071;                    North         East    Units  Estimated Accuracy
 HA1071;SPC IN W     -   291,004.7     824,087.0     MT  (+/- 3 meters HH1 GPS) 
 HA1071
 HA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1678491402(NAD 83)
 HA1071
 HA1071                          SUPERSEDED SURVEY CONTROL
 HA1071
 HA1071  NGVD 29 (??/??/92)  112.489  (m)          369.06   (f) ADJ UNCH    1 2
 HA1071
 HA1071.Superseded values are not recommended for survey control.
 HA1071
 HA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1071.See file dsdata.pdf to determine how the superseded data were derived.
 HA1071
 HA1071_MARKER: DD = SURVEY DISK
 HA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1071_STAMPING: TT 3 TWC 1951
 HA1071_MARK LOGO: USGS
 HA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1071+STABILITY: SURFACE MOTION
 HA1071
 HA1071  HISTORY     - Date     Condition        Report By
 HA1071  HISTORY     - 1951     MONUMENTED       USGS
 HA1071  HISTORY     - 1965     GOOD             CGS
 HA1071
 HA1071                          STATION DESCRIPTION
 HA1071
 HA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1071'3.6 MI NE FROM HOVEY LAKE.
 HA1071'ABOUT 3.65 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1071'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTIONS
 HA1071'35 AND 36, T 7 S, R 14 W, 101 FEET SOUTHEAST OF THE SOUTHEAST
 HA1071'CORNER OF A FARMHOUSE BELONGING TO TOM CUSHMAN, 57 FEET SOUTHWEST
 HA1071'OF THE CENTER LINE OF THE HIGHWAY AT A CURVE IN THE HIGHWAY,
 HA1071'64 1/2 FEET SOUTHEAST OF A 14-INCH CEDAR TREE, 43 FEET SOUTHEAST
 HA1071'OF THE CENTER LINE OF A GRAVELED DRIVEWAY AND THE CENTER OF A
 HA1071'GATE, 1 1/2 FEET NORTHEAST OF POWER POLE NUMBER 37849, ABOUT 1
 HA1071'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HA1071'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2464 ***********************************************************************
 ME2464  DESIGNATION -  TT 3 WO
 ME2464  PID         -  ME2464
 ME2464  STATE/COUNTY-  IN/PORTER
 ME2464  COUNTRY     -  US
 ME2464  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2464
 ME2464                         *CURRENT SURVEY CONTROL
 ME2464  ______________________________________________________________________
 ME2464* NAD 83(1997) POSITION- 41 40 04.77941(N) 086 59 44.15208(W)   ADJUSTED
 ME2464* NAVD 88 ORTHO HEIGHT -   188.86  (+/-2cm)      619.6   (feet) VERTCON3
 ME2464  ______________________________________________________________________
 ME2464  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME2464  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 ME2464  HORZ ORDER      -  SECOND
 ME2464  VERT ORDER      -  THIRD ? (See Below)
 ME2464
 ME2464.The horizontal coordinates were established by classical geodetic methods
 ME2464.and adjusted by the National Geodetic Survey in May 1999.
 ME2464
 ME2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2464
 ME2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2464.GEOID18 height accuracy estimate available here.
 ME2464
 ME2464.The vertical order pertains to the NGVD 29 superseded value.
 ME2464
 ME2464.Click photographs - Photos may exist for this station.
 ME2464
 ME2464.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2464
 ME2464. The following values were computed from the NAD 83(1997) position.
 ME2464
 ME2464;                    North         East     Units Scale Factor Converg.
 ME2464;SPC IN W     -   712,747.135   907,306.375   MT  0.99996732   +0 03 30.0
 ME2464;SPC IN W     - 2,338,404.56  2,976,721.00   sFT  0.99996732   +0 03 30.0
 ME2464;UTM  16      - 4,612,915.089   500,366.469   MT  0.99960000   +0 00 10.5
 ME2464
 ME2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2464!SPC IN W     -   0.99997567  x   0.99996732  =   0.99994299
 ME2464!UTM  16      -   0.99997567  x   0.99960000  =   0.99957568
 ME2464
 ME2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0036612915(NAD 83)
 ME2464
 ME2464                          SUPERSEDED SURVEY CONTROL
 ME2464
 ME2464  NAD 83(1994)-  41 40 04.78521(N)    086 59 44.15406(W) AD(       ) 2
 ME2464  NAD 83(1986)-  41 40 04.78512(N)    086 59 44.15235(W) AD(       ) 2
 ME2464  NAD 27      -  41 40 04.65090(N)    086 59 44.03560(W) AD(       ) 2
 ME2464  NGVD 29             188.96   (m)          619.9    (f) LEVELING    3  
 ME2464
 ME2464.Superseded values are not recommended for survey control.
 ME2464
 ME2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2464.See file dsdata.pdf to determine how the superseded data were derived.
 ME2464
 ME2464_MARKER: DB = BENCH MARK DISK
 ME2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2464_STAMPING: TT 3 WO 1934 620
 ME2464_MARK LOGO: USGS
 ME2464_PROJECTION: PROJECTING
 ME2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2464+STABILITY: SURFACE MOTION
 ME2464
 ME2464  HISTORY     - Date     Condition        Report By
 ME2464  HISTORY     - 1934     MONUMENTED       USGS
 ME2464  HISTORY     - 1952     GOOD             USGS
 ME2464  HISTORY     - 1982     GOOD             BRADY
 ME2464
 ME2464                          STATION DESCRIPTION
 ME2464
 ME2464'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LWS)
 ME2464'STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF MICHIGAN CITY ON U.S.
 ME2464'HIGHWAY-RIGHT OF
 ME2464'WAY.  IT IS 39 FEET SOUTH OF CENTER OF U.S. HIGHWAY 12,
 ME2464'22 FEET NORTH OF A POWER LINE POLE,
 ME2464'18 FEET WEST OF THE CENTER OF A
 ME2464'GRAVEL ROAD AND 11 FEET SOUTHEAST OF A 24 INCH OAK
 ME2464'TREE.  THE MARK IS
 ME2464'6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 1 INCH WITH A BRONZE
 ME2464'U.S.  GEOLOGICAL
 ME2464'SURVEY BENCH MARK DISK STAMPED TT 3 WO 1934 620 (FEET ABOVE
 ME2464'SEA LEVEL).
 ME2464'
 ME2464'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BEVERLY
 ME2464'AND THE DISTANCE
 ME2464'IS 47.804 METERS (156.84 FEET).
 ME2464
 ME2464                          STATION RECOVERY (1982)
 ME2464
 ME2464'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982 (LS)
 ME2464'TT 3 W0 1934 620 RECOVERED GOOD--POWER LINE POLE GONE, 11 INCHES SE
 ME2464'OF 30 INCH OAK TREE.  DIRECTION TO STATION AND OTHER REFERENCES ARE
 ME2464'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1697 ***********************************************************************
 JA1697  DESIGNATION -  TT 30 DWP
 JA1697  PID         -  JA1697
 JA1697  STATE/COUNTY-  IN/ORANGE
 JA1697  COUNTRY     -  US
 JA1697  USGS QUAD   -  PAOLI (2019)
 JA1697
 JA1697                         *CURRENT SURVEY CONTROL
 JA1697  ______________________________________________________________________
 JA1697* NAD 83(1997) POSITION- 38 31 41.97895(N) 086 24 46.79409(W)   ADJUSTED
 JA1697* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 JA1697  ______________________________________________________________________
 JA1697  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 JA1697  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JA1697  HORZ ORDER      -  SECOND
 JA1697
 JA1697.The horizontal coordinates were established by classical geodetic methods
 JA1697.and adjusted by the National Geodetic Survey in May 1999.
 JA1697
 JA1697.The orthometric height was scaled from a topographic map.
 JA1697
 JA1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1697.GEOID18 height accuracy estimate available here.
 JA1697
 JA1697.Click photographs - Photos may exist for this station.
 JA1697
 JA1697.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1697
 JA1697. The following values were computed from the NAD 83(1997) position.
 JA1697
 JA1697;                    North         East     Units Scale Factor Converg.
 JA1697;SPC IN W     -   364,350.196   958,450.619   MT  1.00000872   +0 25 03.2
 JA1697;SPC IN W     - 1,195,372.27  3,144,516.74   sFT  1.00000872   +0 25 03.2
 JA1697;UTM  16      - 4,264,599.961   551,165.444   MT  0.99963224   +0 21 56.3
 JA1697
 JA1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1697!SPC IN W     -   0.99997294  x   1.00000872  =   0.99998166
 JA1697!UTM  16      -   0.99997294  x   0.99963224  =   0.99960519
 JA1697
 JA1697:                Primary Azimuth Mark                     Grid Az
 JA1697:SPC IN W     -  PAOLI LOOKOUT TOWER                      206 51 01.7
 JA1697:UTM  16      -  PAOLI LOOKOUT TOWER                      206 54 08.6
 JA1697
 JA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5116564599(NAD 83)
 JA1697
 JA1697|---------------------------------------------------------------------|
 JA1697| PID    Reference Object                     Distance      Geod. Az  |
 JA1697|                                                           dddmmss.s |
 JA1697| CG9304 TT 30 DWP RM 1                       16.130 METERS 12827     |
 JA1697| JA1790 PAOLI LOOKOUT TOWER                 APPROX. 4.7 KM 2071604.9 |
 JA1697| CG9305 TT 30 DWP RM 2                       14.982 METERS 33926     |
 JA1697|---------------------------------------------------------------------|
 JA1697
 JA1697                          SUPERSEDED SURVEY CONTROL
 JA1697
 JA1697  NAD 83(1986)-  38 31 41.98422(N)    086 24 46.79775(W) AD(       ) 2
 JA1697  NAD 27      -  38 31 41.78200(N)    086 24 46.85000(W) AD(       ) 2
 JA1697
 JA1697.Superseded values are not recommended for survey control.
 JA1697
 JA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1697.See file dsdata.pdf to determine how the superseded data were derived.
 JA1697
 JA1697_MARKER: DD = SURVEY DISK
 JA1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1697_STAMPING: TT 30 DWP 1946
 JA1697_MARK LOGO: USGS
 JA1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1697+STABILITY: SURFACE MOTION
 JA1697
 JA1697  HISTORY     - Date     Condition        Report By
 JA1697  HISTORY     - 1946     MONUMENTED       USGS
 JA1697  HISTORY     - 1967     MARK NOT FOUND   CGS
 JA1697
 JA1697                          STATION DESCRIPTION
 JA1697
 JA1697'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DWP)
 JA1697'THIS U.S. GEOLOGICAL TRANSIT TRAVERSE STATION IS LOCATED ABOUT 3-1/2
 JA1697'MILES EAST-SOUTHEAST OF PAOLI. IT IS ON THE NORTH SIDE OF
 JA1697'STATE HIGHWAY 150, IT IS 32.3 FEET EAST OF THE CENTERLINE OF THE
 JA1697'HIGHWAY, 2.6 FEET SOUTH OF A FARM ROAD AND ABOUT 75 YARDS SOUTH OF
 JA1697'A WHITE FARM HOUSE. THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1697'STAMPED TT 30 DWP USGS 1946.
 JA1697'
 JA1697'REFERENCE MARK NO. 1 IS 52.92 FEET SOUTHEAST OF THE STATION, 37 FEET
 JA1697'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. THE MARK
 JA1697'PROJECTS 4 INCHES AND THE DISK IS STAMPED TT 30 DWP 1946.
 JA1697'
 JA1697'REFERENCE MARK NO. 2 IS 49.16 FEET SOUTHEAST OF THE STATION, 53 FEET
 JA1697'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 JA1697'1 INCH AND THE DISK IS STAMPED TT 30 DWP 1946.
 JA1697'
 JA1697'STATION HALFMOON WAS USED FOR THE AZIMUTH MARK.
 JA1697'
 JA1697'TO REACH FROM PAOLI, GO EAST AND SOUTHEAST ON STATE HIGHWAY 150, FOR
 JA1697'3.7 MILES TO A SIDE ROAD RIGHT AND A DIM ROAD LEFT THRU THE
 JA1697'WOODS, WHICH IS ABOUT 75 YARDS EAST OF A WHITE HOUSE ON THE NORTH
 JA1697'SIDE OF THE ROAD AND THE STATION IS JUST EAST OF THE ROAD THRU
 JA1697'THE WOODS.
 JA1697'
 JA1697'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1697
 JA1697                          STATION RECOVERY (1967)
 JA1697
 JA1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1697'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION AT THIS TIME.  THE
 JA1697'CONCRETE MONUMENT OF REFERENCE MARK 1 WAS FOUND BUT THE TOP HAS
 JA1697'BEEN BROKEN OFF.  THE STATION MARK COULD NOT BE FOUND AND THE ROAD
 JA1697'HAS BEEN WIDENED OUT AT THIS POINT.  THE MARK IS ASSUMED LOST BY
 JA1697'THIS ROAD CONSTRUCTION.  STATION HALFMOON IS NOT VISIBLE AT THIS
 JA1697'TIME.  REFERENCE MARK 2 WAS LEFT AS FOUND.
 JA1697'
 JA1697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 JA1697'EAST-SOUTHEAST OF PAOLI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1735 ***********************************************************************
 JA1735  DESIGNATION -  TT 31 DWP
 JA1735  PID         -  JA1735
 JA1735  STATE/COUNTY-  IN/WASHINGTON
 JA1735  COUNTRY     -  US
 JA1735  USGS QUAD   -  FREDERICKSBURG (2019)
 JA1735
 JA1735                         *CURRENT SURVEY CONTROL
 JA1735  ______________________________________________________________________
 JA1735* NAD 83(1997) POSITION- 38 26 42.18283(N) 086 13 31.71331(W)   ADJUSTED
 JA1735* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 JA1735  ______________________________________________________________________
 JA1735  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 JA1735  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 JA1735  HORZ ORDER      -  SECOND
 JA1735
 JA1735.The horizontal coordinates were established by classical geodetic methods
 JA1735.and adjusted by the National Geodetic Survey in May 1999.
 JA1735
 JA1735.The orthometric height was scaled from a topographic map.
 JA1735
 JA1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1735.GEOID18 height accuracy estimate available here.
 JA1735
 JA1735.Click photographs - Photos may exist for this station.
 JA1735
 JA1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1735
 JA1735. The following values were computed from the NAD 83(1997) position.
 JA1735
 JA1735;                    North         East     Units Scale Factor Converg.
 JA1735;SPC IN E     -   355,041.238    51,217.961   MT  0.99999596   -0 20 50.8
 JA1735;SPC IN E     - 1,164,831.13    168,037.59   sFT  0.99999596   -0 20 50.8
 JA1735;UTM  16      - 4,255,480.256   567,588.603   MT  0.99965626   +0 28 53.7
 JA1735
 JA1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1735!SPC IN E     -   0.99997170  x   0.99999596  =   0.99996766
 JA1735!UTM  16      -   0.99997170  x   0.99965626  =   0.99962797
 JA1735
 JA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6758855480(NAD 83)
 JA1735
 JA1735                          SUPERSEDED SURVEY CONTROL
 JA1735
 JA1735  NAD 83(1993)-  38 26 42.18564(N)    086 13 31.71585(W) AD(       ) 2
 JA1735  NAD 83(1986)-  38 26 42.18761(N)    086 13 31.71857(W) AD(       ) 2
 JA1735  NAD 27      -  38 26 41.97200(N)    086 13 31.79200(W) AD(       ) 2
 JA1735
 JA1735.Superseded values are not recommended for survey control.
 JA1735
 JA1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1735.See file dsdata.pdf to determine how the superseded data were derived.
 JA1735
 JA1735_MARKER: DD = SURVEY DISK
 JA1735_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1735_STAMPING: TT 31 DWP 1946
 JA1735_MARK LOGO: USGS
 JA1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1735
 JA1735  HISTORY     - Date     Condition        Report By
 JA1735  HISTORY     - 1946     MONUMENTED       USGS
 JA1735
 JA1735                          STATION DESCRIPTION
 JA1735
 JA1735'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DWP)
 JA1735'THIS USGS MARK IS LOCATED BESIDE U.S. HIGHWAY 150, 2 MILES WEST
 JA1735'OF FREDERICKSBURG IN THE NORTHWEST ANGLE OF THE HIGHWAY AND A DIRT
 JA1735'ROAD LEADING NORTH, IT IS 35.5 FEET NORTHEAST OF THE CENTERLINE OF
 JA1735'TH HIGHWAY, 35 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD AND
 JA1735'4.8 FEET WEST OF POWER POLE WITH D B M PAINTED OF THE SOUTH SIDE
 JA1735'OF IT.  A TRAVERSE CONNECTION WAS MADE TO MARK LLOYD AZIMUTH
 JA1735'DISTANCE BEING 83.64 FEET (25.493 METERS) NORTHWEST OF THE
 JA1735'TRIANGULATION MARK.  THE USGS MARK PROJECTS 6 INCHES AND THE
 JA1735'DISK IS STAMPED TT 31 DWP 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2531 ***********************************************************************
 ME2531  DESIGNATION -  TT 31 F
 ME2531  PID         -  ME2531
 ME2531  STATE/COUNTY-  IN/PORTER
 ME2531  COUNTRY     -  US
 ME2531  USGS QUAD   -  HEBRON (2019)
 ME2531
 ME2531                         *CURRENT SURVEY CONTROL
 ME2531  ______________________________________________________________________
 ME2531* NAD 83(1997) POSITION- 41 15 36.96943(N) 087 11 55.51772(W)   ADJUSTED
 ME2531* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 ME2531  ______________________________________________________________________
 ME2531  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 ME2531  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 ME2531  HORZ ORDER      -  SECOND
 ME2531
 ME2531.The horizontal coordinates were established by classical geodetic methods
 ME2531.and adjusted by the National Geodetic Survey in May 1999.
 ME2531
 ME2531.The orthometric height was scaled from a topographic map.
 ME2531
 ME2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2531.GEOID18 height accuracy estimate available here.
 ME2531
 ME2531.Click photographs - Photos may exist for this station.
 ME2531
 ME2531.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2531
 ME2531. The following values were computed from the NAD 83(1997) position.
 ME2531
 ME2531;                    North         East     Units Scale Factor Converg.
 ME2531;SPC IN W     -   667,468.234   890,327.605   MT  0.99996782   -0 04 34.0
 ME2531;SPC IN W     - 2,189,852.03  2,921,016.48   sFT  0.99996782   -0 04 34.0
 ME2531;UTM  16      - 4,567,669.121   483,350.329   MT  0.99960341   -0 07 51.9
 ME2531
 ME2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2531!SPC IN W     -   0.99997425  x   0.99996782  =   0.99994207
 ME2531!UTM  16      -   0.99997425  x   0.99960341  =   0.99957767
 ME2531
 ME2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8335067669(NAD 83)
 ME2531
 ME2531                          SUPERSEDED SURVEY CONTROL
 ME2531
 ME2531  NAD 83(1986)-  41 15 36.97423(N)    087 11 55.52526(W) AD(       ) 2
 ME2531  NAD 27      -  41 15 36.84030(N)    087 11 55.41570(W) AD(       ) 2
 ME2531
 ME2531.Superseded values are not recommended for survey control.
 ME2531
 ME2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2531.See file dsdata.pdf to determine how the superseded data were derived.
 ME2531
 ME2531_MARKER: DB = BENCH MARK DISK
 ME2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2531_STAMPING: TT STA NO 31F 1928
 ME2531_MARK LOGO: USGS
 ME2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2531+STABILITY: SURFACE MOTION
 ME2531
 ME2531  HISTORY     - Date     Condition        Report By
 ME2531  HISTORY     - 1928     MONUMENTED       USGS
 ME2531  HISTORY     - 1952     GOOD             CGS
 ME2531
 ME2531                          STATION DESCRIPTION
 ME2531
 ME2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2531'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF HEBRON IN THE NORTHEAST
 ME2531'ANGLE FORMED BY
 ME2531'THE KANKAKEE RIVER AND STATE HIGHWAY 53.  IT IS 83 FEET SOUTHWEST
 ME2531'OF THE SOUTHWEST CORNER OF A LOG
 ME2531'HOUSE, ABOUT 50 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2531'53, 40 FEET NORTH OF THE NORTH BANK OF THE RIVER
 ME2531'AND ON THE EAST BANK OF A DRAINAGE
 ME2531'DITCH.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 10
 ME2531'INCHES WITH A BRONZE U.S.
 ME2531'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP STAMPED TT STA NO
 ME2531'31F 1928. (NOTE- THIS MARK IS VERY
 ME2531'LOOSE IN THE GROUND AND WAS ONLY MEASURED WITH A 300 FOOT TAPE)
 ME2531'
 ME2531'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KANK AND
 ME2531'THE DISTANCE IS 227.7 FEET
 ME2531'(69.40 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1856 ***********************************************************************
 MD1856  DESIGNATION -  TT 32 T
 MD1856  PID         -  MD1856
 MD1856  STATE/COUNTY-  IN/STEUBEN
 MD1856  COUNTRY     -  US
 MD1856  USGS QUAD   -  ANGOLA EAST (2019)
 MD1856
 MD1856                         *CURRENT SURVEY CONTROL
 MD1856  ______________________________________________________________________
 MD1856* NAD 83(1997) POSITION- 41 37 45.59112(N) 084 52 37.05960(W)   ADJUSTED
 MD1856* NAVD 88 ORTHO HEIGHT -   319.42  (+/-2cm)     1048.0   (feet) VERTCON3
 MD1856  ______________________________________________________________________
 MD1856  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 MD1856  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 MD1856  HORZ ORDER      -  SECOND
 MD1856  VERT ORDER      -  THIRD ? (See Below)
 MD1856
 MD1856.The horizontal coordinates were established by classical geodetic methods
 MD1856.and adjusted by the National Geodetic Survey in May 1999.
 MD1856
 MD1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1856
 MD1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1856.GEOID18 height accuracy estimate available here.
 MD1856
 MD1856.The vertical order pertains to the NGVD 29 superseded value.
 MD1856
 MD1856.Click photographs - Photos may exist for this station.
 MD1856
 MD1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1856
 MD1856. The following values were computed from the NAD 83(1997) position.
 MD1856
 MD1856;                    North         East     Units Scale Factor Converg.
 MD1856;SPC IN E     -   708,750.616   165,804.100   MT  1.00001993   +0 31 28.7
 MD1856;SPC IN E     - 2,325,292.65    543,975.62   sFT  1.00001993   +0 31 28.7
 MD1856;UTM  16      - 4,610,799.686   676,846.557   MT  0.99998488   +1 24 38.6
 MD1856
 MD1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1856!SPC IN E     -   0.99995515  x   1.00001993  =   0.99997508
 MD1856!UTM  16      -   0.99995515  x   0.99998488  =   0.99994004
 MD1856
 MD1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7684610799(NAD 83)
 MD1856
 MD1856                          SUPERSEDED SURVEY CONTROL
 MD1856
 MD1856  NAD 83(1995)-  41 37 45.59112(N)    084 52 37.05962(W) AD(       ) 2
 MD1856  NAD 83(1994)-  41 37 45.59119(N)    084 52 37.05964(W) AD(       ) 2
 MD1856  NAD 83(1986)-  41 37 45.59229(N)    084 52 37.07365(W) AD(       ) 2
 MD1856  NAD 27      -  41 37 45.41050(N)    084 52 37.21520(W) AD(       ) 2
 MD1856  NGVD 29             319.55   (m)         1048.4    (f) LEVELING    3  
 MD1856
 MD1856.Superseded values are not recommended for survey control.
 MD1856
 MD1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1856.See file dsdata.pdf to determine how the superseded data were derived.
 MD1856
 MD1856_MARKER: DB = BENCH MARK DISK
 MD1856_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1856_STAMPING: TT 32 T 1937
 MD1856_MARK LOGO: USGS
 MD1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1856
 MD1856  HISTORY     - Date     Condition        Report By
 MD1856  HISTORY     - 1937     MONUMENTED       USGS
 MD1856  HISTORY     - 1946     GOOD             USGS
 MD1856  HISTORY     - 1960     GOOD             CGS
 MD1856  HISTORY     - 1970     GOOD             CGS
 MD1856  HISTORY     - 20180212 MARK NOT FOUND   INDOT
 MD1856
 MD1856                          STATION DESCRIPTION
 MD1856
 MD1856'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1856'STATION IS LOCATED 6.2 MILES EAST OF THE PUBLIC SQUARE IN ANGOLA AND
 MD1856'ON THE SOUTH SIDE OF U.S. HIGHWAY 20.  IT IS 46 FEET SOUTH OF THE
 MD1856'CENTER OF THE HIGHWAY AND A GRAVEL ROAD NORTH, 28 FEET WEST OF THE
 MD1856'NORTHWEST CORNER OF A GAS STATION AND 2 FEET NORTH OF A POWER POLE.  A
 MD1856'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BERLEIN, THE
 MD1856'DISTANCE BEING 2103.64 FEET (COMPUTED)
 MD1856'
 MD1856'THE MARK IS A STANDARD U.S.G.S. DISK SET IN A 8 BY 8 INCH CONCRETE
 MD1856'POST AND STAMPED TT 32 T 1937 (ELV.) 1048 (FEET)
 MD1856
 MD1856                          STATION RECOVERY (1960)
 MD1856
 MD1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1856'ABOUT 6.4 MILES E ALONG NO. 20 U.S. HIGHWAY FROM THE TOWN SQUARE AND
 MD1856'COURTHOUSE IN ANGOLA, 46 FEET S OF THE T-INTERSECTION OF CENTER LINES
 MD1856'OF THE 24-FOOT HIGHWAY AND THE ASPHALT COUNTY ROAD FROM THE N, 0.1
 MD1856'FOOT LOWER THAN SAME, 28 FEET W OF NW CORNER OF STUCCO SERVICE STATION
 MD1856'BUILDING, A STANDARD U.S. GEOLOGICAL SURVEY DISK IS SET IN TOP OF
 MD1856'CONCRETE POST PROJECTING 0.3 FOOT, AND THE DISK IS STAMPED TT 32 T
 MD1856'1937 1048, THE LAST NUMBER BEING ELEVATION ABOVE SEA LEVEL.  THE
 MD1856'STATION WAS TRAVERSE CONNECTED TO TRIANGULATION STATION BERLEIN IN
 MD1856'1946 BY R.C. BOLSTAD.
 MD1856
 MD1856                          STATION RECOVERY (1970)
 MD1856
 MD1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (JLC)
 MD1856'THE STATION WAS RECOVERED AS DESCRIBED BY A.L.W. IN 1960.  DUE TO
 MD1856'ADDITIONAL INFORMATION, A NEW DESCRIPTION FOLLOWS.
 MD1856'
 MD1856'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ANGOLA, GO EAST ON
 MD1856'U.S. HIGHWAY 20 FOR 4.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY 1.
 MD1856'CONTINUE EAST ON U.S. HIGHWAY 20 FOR 1.65 MILES TO A CURVE AT THE TOP
 MD1856'OF A RISE AND TRIANGULATION STATION BERLEIN 1946 ON THE RIGHT.
 MD1856'CONTINUE EAST ON U.S. HIGHWAY 20 FOR 0.4 MILE TO COUNTY ROAD 600E ON
 MD1856'THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 MD1856'
 MD1856'IT IS A STANDARD USGS DISK STAMPED TT 32 T 1937 1048, SET IN THE TOP
 MD1856'OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 MD1856'GROUND.  IT IS 46 FEET SOUTH OF THE CENTER OF THE ROAD JUNCTION, 28.4
 MD1856'FEET WEST OF THE NORTHWEST CORNER OF A BLOCK BUILDING, 11.0 FEET EAST
 MD1856'OF TELEPHONE POLE S306 13, AND LEVEL WITH THE ROAD.
 MD1856'
 MD1856'THIS STATION WILL NOT SEE BERLEIN 1946 DUE TO TREES ON LINE, BUT IT
 MD1856'WILL SEE BERLEIN 2.
 MD1856'
 MD1856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES EAST OF
 MD1856'ANGOLA AND 4 MILES WEST OF THE OHIO-INDIANA STATE LINE.
 MD1856
 MD1856                          STATION RECOVERY (2018)
 MD1856
 MD1856'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 MD1856'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1855 ***********************************************************************
 MD1855  DESIGNATION -  TT 34 T
 MD1855  PID         -  MD1855
 MD1855  STATE/COUNTY-  IN/STEUBEN
 MD1855  COUNTRY     -  US
 MD1855  USGS QUAD   -  ANGOLA EAST (2019)
 MD1855
 MD1855                         *CURRENT SURVEY CONTROL
 MD1855  ______________________________________________________________________
 MD1855* NAD 83(1997) POSITION- 41 41 15.04215(N) 084 52 42.28890(W)   ADJUSTED
 MD1855* NAVD 88 ORTHO HEIGHT -   318.83  (+/-2cm)     1046.0   (feet) VERTCON3
 MD1855  ______________________________________________________________________
 MD1855  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 MD1855  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 MD1855  HORZ ORDER      -  SECOND
 MD1855  VERT ORDER      -  THIRD ? (See Below)
 MD1855
 MD1855.The horizontal coordinates were established by classical geodetic methods
 MD1855.and adjusted by the National Geodetic Survey in May 1999.
 MD1855
 MD1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1855
 MD1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1855.GEOID18 height accuracy estimate available here.
 MD1855
 MD1855.The vertical order pertains to the NGVD 29 superseded value.
 MD1855
 MD1855.Click photographs - Photos may exist for this station.
 MD1855
 MD1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1855
 MD1855. The following values were computed from the NAD 83(1997) position.
 MD1855
 MD1855;                    North         East     Units Scale Factor Converg.
 MD1855;SPC IN E     -   715,211.318   165,623.965   MT  1.00001964   +0 31 27.3
 MD1855;SPC IN E     - 2,346,489.13    543,384.63   sFT  1.00001964   +0 31 27.3
 MD1855;UTM  16      - 4,617,256.598   676,566.485   MT  0.99998365   +1 24 40.9
 MD1855
 MD1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1855!SPC IN E     -   0.99995525  x   1.00001964  =   0.99997489
 MD1855!UTM  16      -   0.99995525  x   0.99998365  =   0.99993890
 MD1855
 MD1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7656617256(NAD 83)
 MD1855
 MD1855                          SUPERSEDED SURVEY CONTROL
 MD1855
 MD1855  NAD 83(1995)-  41 41 15.04213(N)    084 52 42.28890(W) AD(       ) 2
 MD1855  NAD 83(1994)-  41 41 15.04203(N)    084 52 42.28890(W) AD(       ) 2
 MD1855  NAD 83(1986)-  41 41 15.04328(N)    084 52 42.30155(W) AD(       ) 2
 MD1855  NAD 27      -  41 41 14.82140(N)    084 52 42.34050(W) AD(       ) 2
 MD1855  NGVD 29             318.96   (m)         1046.5    (f) LEVELING    3  
 MD1855
 MD1855.Superseded values are not recommended for survey control.
 MD1855
 MD1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1855.See file dsdata.pdf to determine how the superseded data were derived.
 MD1855
 MD1855_MARKER: DB = BENCH MARK DISK
 MD1855_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1855_STAMPING: TT 34 T 1046 1937
 MD1855_MARK LOGO: USGS
 MD1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1855
 MD1855  HISTORY     - Date     Condition        Report By
 MD1855  HISTORY     - 1937     MONUMENTED       USGS
 MD1855  HISTORY     - 1946     GOOD             USGS
 MD1855  HISTORY     - 1960     POOR             CGS
 MD1855
 MD1855                          STATION DESCRIPTION
 MD1855
 MD1855'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1855'THE STATION IS LOCATED ABOUT 1 MILE WEST FROM PAGE AND 4 MILES
 MD1855'SOUTHWEST FROM
 MD1855'FREMONT.  IT IS 40 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL
 MD1855'CROSSROAD.  A TRAVERSE CONNECTION
 MD1855'WAS MADE TO TRIANGULATION STATION PAGE THE DISTANCE FOUND TO BE
 MD1855'178.572 METERS.  THE MARK IS AN 8 BY 8
 MD1855'CONCRETE POST AND PROJECTS ABOUT 8 INCHES.
 MD1855'THE DISK IS A STANDARD USGS DISK STAMPED TT34T ELEV.
 MD1855'1046.
 MD1855'
 MD1855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 27 AND
 MD1855'STATE HIGHWAY NO.  827 IN ANGOLA,
 MD1855'GO EAST AND NORTH ON STATE HIGHWAY NO. 827 FOR 5.35 MILES TO THE
 MD1855'HOOSIERDANE FARM ON THE RIGHT.  TURN
 MD1855'RIGHT AND GO 1.55 MILES TO A CROSSROADS.  TURN LEFT AND GO
 MD1855'EAST FOR 1.45 MILES TO A T-ROAD.  TURN
 MD1855'RIGHT AND GO SOUTH AND EAST FOR 1.2 MILES TO A
 MD1855'T-ROAD.  TURN LEFT AND GO NORTH FOR 0.3 MILE TO A SIDE
 MD1855'ROAD EAST.  TURN RIGHT AND GO EAST FOR
 MD1855'0.45 MILE TO THE STATION IN THE SOUTHWEST ANGLE OF A CROSSROADS.
 MD1855
 MD1855                          STATION RECOVERY (1960)
 MD1855
 MD1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1855'THE MARK WAS RECOVERED OBVIOUSLY (LOOSE IN THE GROUND) AND EVIDENTLY
 MD1855'DISTURBED OR, MORE
 MD1855'SPECIFICALLY, MOVED.  IT WAS LEFT AS FOUND.
 MD1855'
 MD1855'ABOUT 2.8 MILES E ALONG NO. 120 U.S. HIGHWAY FROM ITS JUNCTION WITH
 MD1855'NO. 827 INDIANA HWY. AT THE MAIN
 MD1855'BUSINESS CORNER IN FREMONT, THENCE S ON PAVED COUNTY ROAD 3.0 MILES
 MD1855'TO GRAVEL CROSS ROAD AND THE STATION
 MD1855'IN THE SW ANGLE.  ORIGINALLY (BY R.C. BOLSTAD OF COAST
 MD1855'SURVEY IN 1946 AT WHICH TIME IT WAS TRAVERSE
 MD1855'CONNECTED TO TRIANGULATION STATION PAGE) DESCRIBED
 MD1855'AS 178.625 METERS (586.04 FEET) IN AZIMUTH 268 DEG 37 MIN 22.0
 MD1855'SEC, IT IS NOW DETERMINED AS 588.1 FEET
 MD1855'(176.23 METERS) IN AZIMUTH 269 DEG 12 MIN FROM TRI. STATION PAGE.  IN
 MD1855'1946 DESCRIBED AS 40 FEET SOUTHWEST OF THE
 MD1855'INTERSECTION OF A GRAVEL CROSSROAD, IT IS NOW MEASURED AS
 MD1855'35 FEET SW OF THE INTERSECTION OF THE CENTER
 MD1855'LINES OF THE CROSS ROADS, 30 FEET W OF CENTER
 MD1855'LINE OF THE ASPHALT ROAD, 18 FEET S OF CENTER LINE OF THE
 MD1855'GRAVEL ROAD, 0.3 FOOT LOWER THAN THE
 MD1855'INTERSECTION, ON W SIDE CLOSE AGAINST AND AT S END OF A 12-INCH IRON
 MD1855'PIPE CULVERT.  A STANDARD U.S.
 MD1855'GEOLOGICAL SURVEY BRONZE DISK IS SET IN TOP OF CONCRETE POST, AND THE
 MD1855'DISK IS STAMPED TT 34 T 1937 1046.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2521 ***********************************************************************
 ME2521  DESIGNATION -  TT 35 F
 ME2521  PID         -  ME2521
 ME2521  STATE/COUNTY-  IN/PORTER
 ME2521  COUNTRY     -  US
 ME2521  USGS QUAD   -  KOUTS (2019)
 ME2521
 ME2521                         *CURRENT SURVEY CONTROL
 ME2521  ______________________________________________________________________
 ME2521* NAD 83(1997) POSITION- 41 16 14.38853(N) 087 00 04.94673(W)   ADJUSTED
 ME2521* NAVD 88 ORTHO HEIGHT -   202.    (meters)      663.    (feet) SCALED
 ME2521  ______________________________________________________________________
 ME2521  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 ME2521  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 ME2521  HORZ ORDER      -  SECOND
 ME2521
 ME2521.The horizontal coordinates were established by classical geodetic methods
 ME2521.and adjusted by the National Geodetic Survey in May 1999.
 ME2521
 ME2521.The orthometric height was scaled from a topographic map.
 ME2521
 ME2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2521.GEOID18 height accuracy estimate available here.
 ME2521
 ME2521.Click photographs - Photos may exist for this station.
 ME2521
 ME2521.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2521
 ME2521. The following values were computed from the NAD 83(1997) position.
 ME2521
 ME2521;                    North         East     Units Scale Factor Converg.
 ME2521;SPC IN W     -   668,619.380   906,867.142   MT  0.99996725   +0 03 14.6
 ME2521;SPC IN W     - 2,193,628.75  2,975,279.95   sFT  0.99996725   +0 03 14.6
 ME2521;UTM  16      - 4,568,803.985   499,884.911   MT  0.99960000   -0 00 03.3
 ME2521
 ME2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2521!SPC IN W     -   0.99997364  x   0.99996725  =   0.99994089
 ME2521!UTM  16      -   0.99997364  x   0.99960000  =   0.99957365
 ME2521
 ME2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9988468803(NAD 83)
 ME2521
 ME2521                          SUPERSEDED SURVEY CONTROL
 ME2521
 ME2521  NAD 83(1986)-  41 16 14.39335(N)    087 00 04.95199(W) AD(       ) 2
 ME2521  NAD 27      -  41 16 14.25250(N)    087 00 04.86510(W) AD(       ) 2
 ME2521
 ME2521.Superseded values are not recommended for survey control.
 ME2521
 ME2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2521.See file dsdata.pdf to determine how the superseded data were derived.
 ME2521
 ME2521_MARKER: DB = BENCH MARK DISK
 ME2521_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2521_STAMPING: TT STA NO 35 F 1928
 ME2521_MARK LOGO: USGS
 ME2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2521
 ME2521  HISTORY     - Date     Condition        Report By
 ME2521  HISTORY     - 1928     MONUMENTED       USGS
 ME2521  HISTORY     - 1952     GOOD             CGS
 ME2521  HISTORY     - 19891021 POOR             USPSQD
 ME2521
 ME2521                          STATION DESCRIPTION
 ME2521
 ME2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ME2521'TT 35 F (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 19 FFEET SOUTH
 ME2521'OF THE T-ROAD INTERSECTION
 ME2521'AND 2 FEET NORTH OF A FENCE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2521'WHICH PROJECTS ABOUT 12 INCHES WITH
 ME2521'A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN
 ME2521'THE TOP STAMPED TT STA NO 35 F 1928.
 ME2521
 ME2521                          STATION RECOVERY (1989)
 ME2521
 ME2521'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2521'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1851 ***********************************************************************
 MD1851  DESIGNATION -  TT 35 T
 MD1851  PID         -  MD1851
 MD1851  STATE/COUNTY-  IN/STEUBEN
 MD1851  COUNTRY     -  US
 MD1851  USGS QUAD   -  HAMILTON (2019)
 MD1851
 MD1851                         *CURRENT SURVEY CONTROL
 MD1851  ______________________________________________________________________
 MD1851* NAD 83(1997) POSITION- 41 34 21.10147(N) 084 53 05.50555(W)   ADJUSTED
 MD1851* NAVD 88 ORTHO HEIGHT -   295.40  (+/-2cm)      969.2   (feet) VERTCON3
 MD1851  ______________________________________________________________________
 MD1851  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 MD1851  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 MD1851  HORZ ORDER      -  SECOND
 MD1851  VERT ORDER      -  THIRD ? (See Below)
 MD1851
 MD1851.The horizontal coordinates were established by classical geodetic methods
 MD1851.and adjusted by the National Geodetic Survey in May 1999.
 MD1851
 MD1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1851
 MD1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1851.GEOID18 height accuracy estimate available here.
 MD1851
 MD1851.The vertical order pertains to the NGVD 29 superseded value.
 MD1851
 MD1851.Click photographs - Photos may exist for this station.
 MD1851
 MD1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1851
 MD1851. The following values were computed from the NAD 83(1997) position.
 MD1851
 MD1851;                    North         East     Units Scale Factor Converg.
 MD1851;SPC IN E     -   702,435.937   165,202.828   MT  1.00001896   +0 31 07.7
 MD1851;SPC IN E     - 2,304,575.24    542,002.94   sFT  1.00001896   +0 31 07.7
 MD1851;UTM  16      - 4,604,476.693   676,342.975   MT  0.99998269   +1 24 14.0
 MD1851
 MD1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1851!SPC IN E     -   0.99995891  x   1.00001896  =   0.99997787
 MD1851!UTM  16      -   0.99995891  x   0.99998269  =   0.99994160
 MD1851
 MD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7634204476(NAD 83)
 MD1851
 MD1851                          SUPERSEDED SURVEY CONTROL
 MD1851
 MD1851  NAD 83(1995)-  41 34 21.10156(N)    084 53 05.50562(W) AD(       ) 2
 MD1851  NAD 83(1994)-  41 34 21.10331(N)    084 53 05.50632(W) AD(       ) 2
 MD1851  NAD 83(1986)-  41 34 21.10260(N)    084 53 05.51993(W) AD(       ) 2
 MD1851  NAD 27      -  41 34 20.91890(N)    084 53 05.65990(W) AD(       ) 2
 MD1851  NGVD 29             295.54   (m)          969.6    (f) LEVELING    3  
 MD1851
 MD1851.Superseded values are not recommended for survey control.
 MD1851
 MD1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1851.See file dsdata.pdf to determine how the superseded data were derived.
 MD1851
 MD1851_MARKER: DB = BENCH MARK DISK
 MD1851_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1851_STAMPING: TT 35 7 970 1937
 MD1851_MARK LOGO: USGS
 MD1851_PROJECTION: FLUSH
 MD1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1851+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 MD1851
 MD1851  HISTORY     - Date     Condition        Report By
 MD1851  HISTORY     - 1937     MONUMENTED       USGS
 MD1851  HISTORY     - 1946     GOOD             USGS
 MD1851  HISTORY     - 1960     GOOD             CGS
 MD1851  HISTORY     - 20230524 GOOD             MCA
 MD1851
 MD1851                          STATION DESCRIPTION
 MD1851
 MD1851'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1851'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST FROM HAMILTON, 2.5
 MD1851'MILES EAST FROM
 MD1851'ALVARADO, 400 FEET NORTHEAST OF AN UNPAINTED HOUSE AND 50 FEET
 MD1851'NORTHEAST OF THE CENTER OF A
 MD1851'GRAVEL CROSSROADS.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 MD1851'STATION ALVA, DISTANCE BEING 623.87
 MD1851'FEET.  THE MARK IS A BRASS PLATE SET IN A SQUARE
 MD1851'BLOCK OF CONCRETE, PROJECTING ABOUT 4 INCHES
 MD1851'AND THE DISK IS STAMPED TT35T 1937, 970 FEET
 MD1851'ABOVE SEA LEVEL.
 MD1851'
 MD1851'TO REACH THE STATION FROM THE FLAGPOLE IN HAMILTON, GO NORTH ALONG
 MD1851'THE LAKE FOR 3.05 MILES ON
 MD1851'INDIANA HIGHWAY NO. 1 TO A CROSSROADS.  TURN RIGHT AND GO EAST FOR
 MD1851'1.25 MILES TO A CROSSROADS AND THE
 MD1851'STATION IN THE NORTHEAST ANGLE.
 MD1851
 MD1851                          STATION RECOVERY (1960)
 MD1851
 MD1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1851'RECOVERED IN GOOD CONDITION.
 MD1851'
 MD1851'ABOUT 3.1 MILES NORTHERLY ALONG NO. 1 INDIANA HIGHWAY FROM ITS
 MD1851'JUNCTION WITH NO. 427 IND.  HWY IN THE
 MD1851'HEART OF HAMILTON, THENCE E ON ASPHALT PAVED COUNTY ROAD 1.25 MILES
 MD1851'TO GRAVEL CROSS ROAD AND THE STATION
 MD1851'ON THE LEFT, 37 FEET N OF CENTER LINE OF THE 20-FOOT ASPHALT
 MD1851'ROAD, 2.9 FEET LOWER THAN SAME, 33 FEET E OF
 MD1851'CENTER LINE OF GRAVEL ROAD, 22 FEET SE OF A
 MD1851'POWERLINE POLE, A STANDARD U.S. GEOLOGICAL SURVEY DISK IS SET
 MD1851'IN TOP OF A CONCRETE POST THAT
 MD1851'PROJECT ABOUT 0.2 FOOT THO ONLY FLUSH WITH THE GENERAL LEVEL OF THE
 MD1851'GROUND, AND THE DISK IS STAMPED TT 35
 MD1851'T 1937 970, THE LAST NUMBER BEING THE ELEVATION IN FEET.  IT WAS
 MD1851'TRAVERSE CONNECTED TO TRIANGULATION
 MD1851'STATION ALVA BY R.C. BOLSTAD IN 1946.
 MD1851
 MD1851                          STATION RECOVERY (2023)
 MD1851
 MD1851'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 MD1851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0937 ***********************************************************************
 JA0937  DESIGNATION -  TT 36
 JA0937  PID         -  JA0937
 JA0937  STATE/COUNTY-  IN/PIKE
 JA0937  COUNTRY     -  US
 JA0937  USGS QUAD   -  SANDY HOOK (2019)
 JA0937
 JA0937                         *CURRENT SURVEY CONTROL
 JA0937  ______________________________________________________________________
 JA0937* NAD 83(1986) POSITION- 38 32 19.     (N) 087 13 25.     (W)   SCALED
 JA0937* NAVD 88 ORTHO HEIGHT -   134.287 (meters)      440.57  (feet) ADJUSTED
 JA0937  ______________________________________________________________________
 JA0937  GEOID HEIGHT    -        -32.145 (meters)                     GEOID18
 JA0937  DYNAMIC HEIGHT  -        134.200 (meters)      440.29  (feet) COMP
 JA0937  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA0937
 JA0937  VERT ORDER      -  FIRST     CLASS II
 JA0937
 JA0937.The horizontal coordinates were scaled from a map and have
 JA0937.an estimated accuracy of +/- 6 seconds.
 JA0937
 JA0937.The orthometric height was determined by differential leveling and
 JA0937.adjusted by the NATIONAL GEODETIC SURVEY
 JA0937.in June 1991.
 JA0937
 JA0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0937.GEOID18 height accuracy estimate available here.
 JA0937
 JA0937.Click photographs - Photos may exist for this station.
 JA0937
 JA0937.The dynamic height is computed by dividing the NAVD 88
 JA0937.geopotential number by the normal gravity value computed on the
 JA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0937.degrees latitude (g = 980.6199 gals.).
 JA0937
 JA0937.The modeled gravity was interpolated from observed gravity values.
 JA0937
 JA0937;                    North         East    Units  Estimated Accuracy
 JA0937;SPC IN W     -   365,290.      887,770.      MT  (+/- 180 meters Scaled)
 JA0937
 JA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH805656(NAD 83)
 JA0937
 JA0937                          SUPERSEDED SURVEY CONTROL
 JA0937
 JA0937  NGVD 29 (??/??/92)  134.425  (m)          441.03   (f) ADJ UNCH    1 2
 JA0937
 JA0937.Superseded values are not recommended for survey control.
 JA0937
 JA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0937.See file dsdata.pdf to determine how the superseded data were derived.
 JA0937
 JA0937_MARKER: DD = SURVEY DISK
 JA0937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0937_SP_SET: BRIDGE ABUTMENT
 JA0937_STAMPING: TT 36
 JA0937_MARK LOGO: USACE
 JA0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0937+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2008
 JA0937
 JA0937  HISTORY     - Date     Condition        Report By
 JA0937  HISTORY     - UNK      MONUMENTED       USACE
 JA0937  HISTORY     - 1965     GOOD             CGS
 JA0937  HISTORY     - 1985     GOOD             NGS
 JA0937  HISTORY     - 20080316 GOOD             INDIV
 JA0937
 JA0937                          STATION DESCRIPTION
 JA0937
 JA0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0937'5.6 MI NE FROM PETERSBURG.
 JA0937'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0937'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0937'STREET, THENCE 5.25 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0937'RAILROAD TO A STEEL AND CONCRETE BRIDGE OVER THE EAST FORK OF
 JA0937'THE WHITE RIVER, SET IN THE TOP OF THE SOUTHEAST END OF THE
 JA0937'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE, 3 FEET SOUTHEAST OF
 JA0937'THE SOUTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JA0937'TRACK.
 JA0937
 JA0937                          STATION RECOVERY (1985)
 JA0937
 JA0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0937'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.8 KM (8.55
 JA0937'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH U.S.
 JA0937'HIGHWAY 50 IN WASHINGTON.  ADD--75.6 M (248.0 FT) NORTHWEST OF THE
 JA0937'HIGHWAY CENTERLINE.
 JA0937
 JA0937                          STATION RECOVERY (2008)
 JA0937
 JA0937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JDL)
 JA0937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1858 ***********************************************************************
 MD1858  DESIGNATION -  TT 36 T
 MD1858  PID         -  MD1858
 MD1858  STATE/COUNTY-  IN/STEUBEN
 MD1858  COUNTRY     -  US
 MD1858  USGS QUAD   -  ANGOLA EAST (2019)
 MD1858
 MD1858                         *CURRENT SURVEY CONTROL
 MD1858  ______________________________________________________________________
 MD1858* NAD 83(1997) POSITION- 41 41 12.89423(N) 084 56 11.79048(W)   ADJUSTED
 MD1858* NAVD 88 ORTHO HEIGHT -   330.56  (+/-2cm)     1084.5   (feet) VERTCON3
 MD1858  ______________________________________________________________________
 MD1858  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 MD1858  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 MD1858  HORZ ORDER      -  SECOND
 MD1858  VERT ORDER      -  THIRD ? (See Below)
 MD1858
 MD1858.The horizontal coordinates were established by classical geodetic methods
 MD1858.and adjusted by the National Geodetic Survey in May 1999.
 MD1858
 MD1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1858
 MD1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1858.GEOID18 height accuracy estimate available here.
 MD1858
 MD1858.The vertical order pertains to the NGVD 29 superseded value.
 MD1858
 MD1858.Click photographs - Photos may exist for this station.
 MD1858
 MD1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1858
 MD1858. The following values were computed from the NAD 83(1997) position.
 MD1858
 MD1858;                    North         East     Units Scale Factor Converg.
 MD1858;SPC IN E     -   715,102.356   160,779.631   MT  1.00001211   +0 29 08.0
 MD1858;SPC IN E     - 2,346,131.65    527,491.17   sFT  1.00001211   +0 29 08.0
 MD1858;UTM  16      - 4,617,072.657   671,724.624   MT  0.99996290   +1 22 21.4
 MD1858
 MD1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1858!SPC IN E     -   0.99995339  x   1.00001211  =   0.99996550
 MD1858!UTM  16      -   0.99995339  x   0.99996290  =   0.99991630
 MD1858
 MD1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7172417072(NAD 83)
 MD1858
 MD1858                          SUPERSEDED SURVEY CONTROL
 MD1858
 MD1858  NAD 83(1995)-  41 41 12.89420(N)    084 56 11.79056(W) AD(       ) 2
 MD1858  NAD 83(1994)-  41 41 12.89407(N)    084 56 11.79118(W) AD(       ) 2
 MD1858  NAD 83(1986)-  41 41 12.89521(N)    084 56 11.80328(W) AD(       ) 2
 MD1858  NAD 27      -  41 41 12.71310(N)    084 56 11.94030(W) AD(       ) 2
 MD1858  NGVD 29             330.69   (m)         1084.9    (f) LEVELING    3  
 MD1858
 MD1858.Superseded values are not recommended for survey control.
 MD1858
 MD1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1858.See file dsdata.pdf to determine how the superseded data were derived.
 MD1858
 MD1858_MARKER: DB = BENCH MARK DISK
 MD1858_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1858_STAMPING: TT 36 T 1087 1937
 MD1858_MARK LOGO: USGS
 MD1858_PROJECTION: FLUSH
 MD1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1858
 MD1858  HISTORY     - Date     Condition        Report By
 MD1858  HISTORY     - 1937     MONUMENTED       USGS
 MD1858  HISTORY     - 1946     GOOD             USGS
 MD1858  HISTORY     - 1960     GOOD             CGS
 MD1858
 MD1858                          STATION DESCRIPTION
 MD1858
 MD1858'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1858'THIS STATION IS LOCATED AT THE INTERSECTION OF A GRAVEL AND A MACADAM
 MD1858'ROAD, ABOUT 5.8 MILES
 MD1858'NORTHEAST OF THE TOWN OF ANGOLA.  IT IS IN THE SOUTHWEST ANGLE FORMED
 MD1858'BY THE CROSSROAD, ON THE PROPERTY OF WM.
 MD1858'DELLAR.  IT IS 20 FEET SOUTH OF THE CENTERLINE OF A GRADED
 MD1858'ROAD AND 67 FEET WEST OF THE CENTERLINE OF A MACADAM
 MD1858'ROAD.  IT IS A STANDARD USGS MARK AND
 MD1858'BRONZE DISK.  THE MARK IS FLUSH AND THE DISK IS STAMPED TT 36 T 1937
 MD1858'1087.
 MD1858'
 MD1858'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE TOWN OF ANGOLA,
 MD1858'GO NORTH ON U.S.  HIGHWAY 27 FOR
 MD1858'0.7 MILE TO THE JUNCTION WITH STATE HIGHWAY 827.  TURN RIGHT ON
 MD1858'HIGHWAY 827 AND CONTINUE FOR 3.5
 MD1858'MILES TO GRAVEL T-ROAD RIGHT.  TURN RIGHT ON GRAVEL ROAD AND
 MD1858'CONTINUE FOR 1.6 MILES TO A CROSSROAD AND
 MD1858'STATION ON THE RIGHT AS DESCRIBED.
 MD1858'
 MD1858'A TRAVERSE WAS MEASURED FROM THIS STATION TO TIE 1946 AND FOUND TO BE
 MD1858'39.98 FEET.
 MD1858
 MD1858                          STATION RECOVERY (1960)
 MD1858
 MD1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1858'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED BY R. C. BOLSTAD
 MD1858'IN 1946 AT WHICH TIME THE
 MD1858'STATION WAS TRAVERSE CONNECTED TO TRIANGULATION STATION TIE.
 MD1858'
 MD1858'ABOUT 1.8 MILES S AND SW ALONG NO. 827 INDIANA HIGHWAY FROM ITS
 MD1858'JUNCTION WITH NO. 120 U. S. HWY.
 MD1858'AT THE MAIN BUSINESS CORNER IN FREMONT TO ABOUT 0.3 MILE SW OF E-W
 MD1858'TOLL ROAD, THENCE ON ASPHALT COUNTY
 MD1858'ROAD 0.6 MILE SW AND THEN 1.1 MILES S TO STATION ON RIGHT IN SW
 MD1858'ANGLE OF CROSS ROADS, 67 FEET W OF CENTER
 MD1858'LINE OF 18-FOOT ASPHALT ROAD, 20 FEET S OF CENTER
 MD1858'LINE OF GRAVEL ROAD, A STANDARD U. S. GEOLOGICAL SURVEY DISK
 MD1858'IS STAMPED TT 36 T 1937 1085 AND
 MD1858'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 MD1858'
 MD1858'TRIANGULATION STATION TIE 1946 FOR WHICH SEE DESCRIPTION THEREOF IS
 MD1858'12.178 METERS OR 39.95 FEET S IN
 MD1858'AZIMUTH 1 DEG 43 MIN 40.7 SEC FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1061 ***********************************************************************
 HA1061  DESIGNATION -  TT 367
 HA1061  PID         -  HA1061
 HA1061  STATE/COUNTY-  IN/POSEY
 HA1061  COUNTRY     -  US
 HA1061  USGS QUAD   -  UNIONTOWN (2019)
 HA1061
 HA1061                         *CURRENT SURVEY CONTROL
 HA1061  ______________________________________________________________________
 HA1061* NAD 83(1986) POSITION- 37 49 07.22   (N) 087 57 33.33   (W)   HD_HELD1
 HA1061* NAVD 88 ORTHO HEIGHT -   111.554 (meters)      365.99  (feet) ADJUSTED
 HA1061  ______________________________________________________________________
 HA1061  GEOID HEIGHT    -        -30.307 (meters)                     GEOID18
 HA1061  DYNAMIC HEIGHT  -        111.477 (meters)      365.74  (feet) COMP
 HA1061  MODELED GRAVITY -    979,940.0   (mgal)                       NAVD 88
 HA1061
 HA1061  VERT ORDER      -  FIRST     CLASS II
 HA1061
 HA1061.The horizontal coordinates were determined by differentially corrected
 HA1061.hand held GPS observations or other comparable positioning techniques
 HA1061.and have an estimated accuracy of +/- 3 meters.
 HA1061
 HA1061.The orthometric height was determined by differential leveling and
 HA1061.adjusted by the NATIONAL GEODETIC SURVEY
 HA1061.in June 1991.
 HA1061
 HA1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1061.GEOID18 height accuracy estimate available here.
 HA1061
 HA1061.Click photographs - Photos may exist for this station.
 HA1061
 HA1061.The dynamic height is computed by dividing the NAVD 88
 HA1061.geopotential number by the normal gravity value computed on the
 HA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1061.degrees latitude (g = 980.6199 gals.).
 HA1061
 HA1061.The modeled gravity was interpolated from observed gravity values.
 HA1061
 HA1061;                    North         East    Units  Estimated Accuracy
 HA1061;SPC IN W     -   285,729.7     822,878.1     MT  (+/- 3 meters HH1 GPS) 
 HA1061
 HA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1557186130(NAD 83)
 HA1061
 HA1061                          SUPERSEDED SURVEY CONTROL
 HA1061
 HA1061  NGVD 29 (??/??/92)  111.658  (m)          366.33   (f) ADJ UNCH    1 2
 HA1061
 HA1061.Superseded values are not recommended for survey control.
 HA1061
 HA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1061.See file dsdata.pdf to determine how the superseded data were derived.
 HA1061
 HA1061_MARKER: P = PIPE CAP
 HA1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA1061_STAMPING: 367 TT
 HA1061_MARK LOGO: USGS
 HA1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1061
 HA1061  HISTORY     - Date     Condition        Report By
 HA1061  HISTORY     - UNK      MONUMENTED       USGS
 HA1061  HISTORY     - 1965     GOOD             CGS
 HA1061  HISTORY     - 1988     GOOD             USPSQD
 HA1061
 HA1061                          STATION DESCRIPTION
 HA1061
 HA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1061'0.4 MI S FROM HOVEY LAKE.
 HA1061'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA1061'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTIONS 14
 HA1061'AND 33, T 8 S, R 14 W, 39 FEET NORTHEAST OF THE CENTER OF THE
 HA1061'JUNCTION OF A GRAVELED ROAD LEADING WEST, 15 FEET EAST OF THE
 HA1061'CENTER LINE OF THE HIGHWAY, 41 FEET EAST-SOUTHEAST OF AND ACROSS
 HA1061'THE HIGHWAY FROM TELEPHONE POLE 193, 3 FEET SOUTHWEST OF A 20-INCH
 HA1061'TREE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HA1061'THE HIGHWAY, A CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE WHICH
 HA1061'PROJECTS 1 FOOT.
 HA1061
 HA1061                          STATION RECOVERY (1988)
 HA1061
 HA1061'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2396 ***********************************************************************
 ME2396  DESIGNATION -  TT 37 F
 ME2396  PID         -  ME2396
 ME2396  STATE/COUNTY-  IN/LA PORTE
 ME2396  COUNTRY     -  US
 ME2396  USGS QUAD   -  ENGLISH LAKE (2019)
 ME2396
 ME2396                         *CURRENT SURVEY CONTROL
 ME2396  ______________________________________________________________________
 ME2396* NAD 83(1997) POSITION- 41 18 09.43053(N) 086 48 51.74710(W)   ADJUSTED
 ME2396* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 ME2396  ______________________________________________________________________
 ME2396  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 ME2396  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 ME2396  HORZ ORDER      -  SECOND
 ME2396
 ME2396.The horizontal coordinates were established by classical geodetic methods
 ME2396.and adjusted by the National Geodetic Survey in May 1999.
 ME2396
 ME2396.The orthometric height was scaled from a topographic map.
 ME2396
 ME2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2396.GEOID18 height accuracy estimate available here.
 ME2396
 ME2396.Click photographs - Photos may exist for this station.
 ME2396
 ME2396.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2396
 ME2396. The following values were computed from the NAD 83(1997) position.
 ME2396
 ME2396;                    North         East     Units Scale Factor Converg.
 ME2396;SPC IN W     -   672,199.944   922,524.371   MT  0.99997291   +0 10 39.1
 ME2396;SPC IN W     - 2,205,375.98  3,026,648.71   sFT  0.99997291   +0 10 39.1
 ME2396;UTM  16      - 4,572,368.207   515,539.797   MT  0.99960297   +0 07 21.1
 ME2396
 ME2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2396!SPC IN W     -   0.99997333  x   0.99997291  =   0.99994624
 ME2396!UTM  16      -   0.99997333  x   0.99960297  =   0.99957631
 ME2396
 ME2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1553972368(NAD 83)
 ME2396
 ME2396                          SUPERSEDED SURVEY CONTROL
 ME2396
 ME2396  NAD 83(1986)-  41 18 09.43534(N)    086 48 51.75356(W) AD(       ) 2
 ME2396  NAD 27      -  41 18 09.28960(N)    086 48 51.68230(W) AD(       ) 2
 ME2396
 ME2396.Superseded values are not recommended for survey control.
 ME2396
 ME2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2396.See file dsdata.pdf to determine how the superseded data were derived.
 ME2396
 ME2396_MARKER: DD = SURVEY DISK
 ME2396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2396_STAMPING: TT STA NO 37F 1928
 ME2396_MARK LOGO: USGS
 ME2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2396
 ME2396  HISTORY     - Date     Condition        Report By
 ME2396  HISTORY     - 1928     MONUMENTED       USGS
 ME2396  HISTORY     - 1948     GOOD             USGS
 ME2396  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME2396
 ME2396                          STATION DESCRIPTION
 ME2396
 ME2396'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RCB)
 ME2396'STATION IS LOCATED ABOUT 5 MILES SOUTH OF THOMASTON, 4 MILES
 ME2396'SOUTHEAST OF LA CROSSE
 ME2396'AND 2 MILES NORTH OF ENGLISH LAKE.  IT IS 40 FEET EAST OF CENTER OF A
 ME2396'GRAVEL ROAD, 22 FEET NORTH OF
 ME2396'CENTER OF A GRAVEL ROAD AND 2 FEET SOUTH OF A FENCE.  THE MARK IS
 ME2396'A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 ME2396'ABOUT 2 INCHES AND THE DISK IS A STANDARD USGS
 ME2396'TRAVERSE STATION DISK STAMPED TT STA NO 37 F 1928.
 ME2396'
 ME2396'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RUNNY.  THE
 ME2396'DISTANCE WAS 124.06 FEET,
 ME2396'(37.814 METERS.)
 ME2396'
 ME2396'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 8 IN LA
 ME2396'CROSSE, GO EAST ON HIGHWAY 8 FOR
 ME2396'4.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 ME2396'1.0 MILE TO ANOTHER CROSS ROAD AND
 ME2396'STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 ME2396'
 ME2396'THIS IS A TRAVERSE STATION.
 ME2396
 ME2396                          STATION RECOVERY (2007)
 ME2396
 ME2396'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME2396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0812 ***********************************************************************
 JA0812  DESIGNATION -  TT 39 DWP
 JA0812  PID         -  JA0812
 JA0812  STATE/COUNTY-  IN/GREENE
 JA0812  COUNTRY     -  US
 JA0812  USGS QUAD   -  SCOTLAND (2019)
 JA0812
 JA0812                         *CURRENT SURVEY CONTROL
 JA0812  ______________________________________________________________________
 JA0812* NAD 83(1986) POSITION- 38 59 38.40   (N) 086 53 02.15   (W)   HD_HELD1
 JA0812* NAVD 88 ORTHO HEIGHT -   154.027 (meters)      505.34  (feet) ADJUSTED
 JA0812  ______________________________________________________________________
 JA0812  GEOID HEIGHT    -        -32.851 (meters)                     GEOID18
 JA0812  DYNAMIC HEIGHT  -        153.932 (meters)      505.03  (feet) COMP
 JA0812  MODELED GRAVITY -    980,011.0   (mgal)                       NAVD 88
 JA0812
 JA0812  VERT ORDER      -  FIRST     CLASS II
 JA0812
 JA0812.The horizontal coordinates were determined by differentially corrected
 JA0812.hand held GPS observations or other comparable positioning techniques
 JA0812.and have an estimated accuracy of +/- 3 meters.
 JA0812
 JA0812.The orthometric height was determined by differential leveling and
 JA0812.adjusted by the NATIONAL GEODETIC SURVEY
 JA0812.in June 1991.
 JA0812
 JA0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0812.GEOID18 height accuracy estimate available here.
 JA0812
 JA0812.Click photographs - Photos may exist for this station.
 JA0812
 JA0812.The dynamic height is computed by dividing the NAVD 88
 JA0812.geopotential number by the normal gravity value computed on the
 JA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0812.degrees latitude (g = 980.6199 gals.).
 JA0812
 JA0812.The modeled gravity was interpolated from observed gravity values.
 JA0812
 JA0812;                    North         East    Units  Estimated Accuracy
 JA0812;SPC IN W     -   415,849.1     917,274.4     MT  (+/- 3 meters HH1 GPS) 
 JA0812
 JA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1005116117(NAD 83)
 JA0812
 JA0812                          SUPERSEDED SURVEY CONTROL
 JA0812
 JA0812  NGVD 29 (??/??/92)  154.158  (m)          505.77   (f) ADJ UNCH    1 2
 JA0812
 JA0812.Superseded values are not recommended for survey control.
 JA0812
 JA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0812.See file dsdata.pdf to determine how the superseded data were derived.
 JA0812
 JA0812_MARKER: DD = SURVEY DISK
 JA0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0812_STAMPING: TT 39 DWP IND 1947
 JA0812_MARK LOGO: USGS
 JA0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0812+STABILITY: SURFACE MOTION
 JA0812
 JA0812  HISTORY     - Date     Condition        Report By
 JA0812  HISTORY     - 1947     MONUMENTED       USGS
 JA0812  HISTORY     - 1949     GOOD             CGS
 JA0812
 JA0812                          STATION DESCRIPTION
 JA0812
 JA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0812'AT MINERAL.
 JA0812'AT MINERAL, ABOUT 0.1 MILE WEST ALONG PAVED ROAD FROM THE POST
 JA0812'OFFICE, AT THE JUNCTION OF THE DRIVE TO THE MINERAL SCHOOL, 45
 JA0812'FEET EAST-SOUTHEAST OF THE FIRST TELEPHONE POLE WEST OF THE
 JA0812'DRIVE, 28 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 18
 JA0812'FEET WEST OF THE CENTER LINE OF THE DRIVE, 14 FEET SOUTH OF THE
 JA0812'WEST END OF A 12-INCH PIPE CULVERT UNDER THE DRIVE, 9.5 FEET
 JA0812'SOUTHWEST OF A BRACE POLE TO A POWER POLE, 1 FOOT NORTH OF A
 JA0812'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JA0812'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2335 ***********************************************************************
 HZ2335  DESIGNATION -  TT 39 T
 HZ2335  PID         -  HZ2335
 HZ2335  STATE/COUNTY-  IN/SCOTT
 HZ2335  COUNTRY     -  US
 HZ2335  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2335
 HZ2335                         *CURRENT SURVEY CONTROL
 HZ2335  ______________________________________________________________________
 HZ2335* NAD 83(1997) POSITION- 38 40 54.43650(N) 085 51 02.99936(W)   ADJUSTED
 HZ2335* NAVD 88 ORTHO HEIGHT -   180.59  (+/-2cm)      592.5   (feet) VERTCON3
 HZ2335  ______________________________________________________________________
 HZ2335  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 HZ2335  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 HZ2335  HORZ ORDER      -  SECOND
 HZ2335  VERT ORDER      -  THIRD ? (See Below)
 HZ2335
 HZ2335.The horizontal coordinates were established by classical geodetic methods
 HZ2335.and adjusted by the National Geodetic Survey in May 1999.
 HZ2335
 HZ2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2335
 HZ2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2335.GEOID18 height accuracy estimate available here.
 HZ2335
 HZ2335.The vertical order pertains to the NGVD 29 superseded value.
 HZ2335
 HZ2335.Click photographs - Photos may exist for this station.
 HZ2335
 HZ2335.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2335
 HZ2335. The following values were computed from the NAD 83(1997) position.
 HZ2335
 HZ2335;                    North         East     Units Scale Factor Converg.
 HZ2335;SPC IN E     -   381,188.063    83,975.635   MT  0.99996983   -0 06 54.4
 HZ2335;SPC IN E     - 1,250,614.50    275,510.06   sFT  0.99996983   -0 06 54.4
 HZ2335;UTM  16      - 4,282,091.738   599,954.028   MT  0.99972303   +0 43 05.8
 HZ2335
 HZ2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2335!SPC IN E     -   0.99997696  x   0.99996983  =   0.99994679
 HZ2335!UTM  16      -   0.99997696  x   0.99972303  =   0.99970000
 HZ2335
 HZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9995482091(NAD 83)
 HZ2335
 HZ2335                          SUPERSEDED SURVEY CONTROL
 HZ2335
 HZ2335  NAD 83(1993)-  38 40 54.43846(N)    085 51 02.99846(W) AD(       ) 2
 HZ2335  NAD 83(1986)-  38 40 54.43971(N)    085 51 03.00298(W) AD(       ) 2
 HZ2335  NAD 27      -  38 40 54.23300(N)    085 51 03.11100(W) AD(       ) 2
 HZ2335  NGVD 29             180.72   (m)          592.9    (f) LEVELING    3  
 HZ2335
 HZ2335.Superseded values are not recommended for survey control.
 HZ2335
 HZ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2335.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2335
 HZ2335_MARKER: DB = BENCH MARK DISK
 HZ2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2335_STAMPING: TT 39T 593 1943
 HZ2335_MARK LOGO: USGS
 HZ2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2335+STABILITY: SURFACE MOTION
 HZ2335
 HZ2335  HISTORY     - Date     Condition        Report By
 HZ2335  HISTORY     - 1943     MONUMENTED       USGS
 HZ2335
 HZ2335                          STATION DESCRIPTION
 HZ2335
 HZ2335'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (FXP)
 HZ2335'THIS IS A TRAVERSE STATION.
 HZ2335'
 HZ2335'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SCOTTSBURG ALONG STATE
 HZ2335'ROUTE 56. IT IS 46.126 METERS 151.33 FEET NORTHEAST OF THE
 HZ2335'STATION, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 15 FEET
 HZ2335'EAST OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD. THE MARK
 HZ2335'PROJECTS 2 INCHES, AND THE DISK IS A STANDARD U.S.G.S. BRONZE B.M.,
 HZ2335'STAMPED TT 39T 593 1943. A TRAVERSE CONNECTION WAS MADE FROM
 HZ2335'TRIANGULATION STATION LEOTA.
 HZ2335'
 HZ2335'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND U.S.
 HZ2335'HIGHWAY IN SCOTTSBURG, GO WEST ON ROUTE 5L FOR 4 MILES TO A
 HZ2335'STANDARD OIL COMPANY SERVICE STATION AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0887 ***********************************************************************
 JA0887  DESIGNATION -  TT 4 C
 JA0887  PID         -  JA0887
 JA0887  STATE/COUNTY-  IN/KNOX
 JA0887  COUNTRY     -  US
 JA0887  USGS QUAD   -  CARLISLE (2019)
 JA0887
 JA0887                         *CURRENT SURVEY CONTROL
 JA0887  ______________________________________________________________________
 JA0887* NAD 83(1986) POSITION- 38 53 42.64   (N) 087 29 53.27   (W)   HD_HELD1
 JA0887* NAVD 88 ORTHO HEIGHT -   133.281 (meters)      437.27  (feet) ADJUSTED
 JA0887  ______________________________________________________________________
 JA0887  GEOID HEIGHT    -        -31.992 (meters)                     GEOID18
 JA0887  DYNAMIC HEIGHT  -        133.201 (meters)      437.01  (feet) COMP
 JA0887  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 JA0887
 JA0887  VERT ORDER      -  FIRST     CLASS II
 JA0887
 JA0887.The horizontal coordinates were determined by differentially corrected
 JA0887.hand held GPS observations or other comparable positioning techniques
 JA0887.and have an estimated accuracy of +/- 3 meters.
 JA0887
 JA0887.The orthometric height was determined by differential leveling and
 JA0887.adjusted by the NATIONAL GEODETIC SURVEY
 JA0887.in June 1991.
 JA0887
 JA0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0887.GEOID18 height accuracy estimate available here.
 JA0887
 JA0887.Click photographs - Photos may exist for this station.
 JA0887
 JA0887.The dynamic height is computed by dividing the NAVD 88
 JA0887.geopotential number by the normal gravity value computed on the
 JA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0887.degrees latitude (g = 980.6199 gals.).
 JA0887
 JA0887.The modeled gravity was interpolated from observed gravity values.
 JA0887
 JA0887;                    North         East    Units  Estimated Accuracy
 JA0887;SPC IN W     -   404,941.7     864,015.8     MT  (+/- 3 meters HH1 GPS) 
 JA0887
 JA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5680205262(NAD 83)
 JA0887
 JA0887                          SUPERSEDED SURVEY CONTROL
 JA0887
 JA0887  NGVD 29 (??/??/92)  133.411  (m)          437.70   (f) ADJ UNCH    1 2
 JA0887
 JA0887.Superseded values are not recommended for survey control.
 JA0887
 JA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0887.See file dsdata.pdf to determine how the superseded data were derived.
 JA0887
 JA0887_MARKER: DD = SURVEY DISK
 JA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0887_STAMPING: TT 4 C 1941
 JA0887_MARK LOGO: USGS
 JA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0887+STABILITY: SURFACE MOTION
 JA0887
 JA0887  HISTORY     - Date     Condition        Report By
 JA0887  HISTORY     - 1941     MONUMENTED       USGS
 JA0887  HISTORY     - 1956     GOOD             CGS
 JA0887
 JA0887                          STATION DESCRIPTION
 JA0887
 JA0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA0887'4.8 MI NW FROM OAKTOWN.
 JA0887'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE CEMETERY AT
 JA0887'OAKTOWN, THENCE ABOUT 0.65 MILE WEST ABOUT 0.55 MILE NORTH AND
 JA0887'ABOUT 1.0 MILE WEST ALONG BLACK TOP ROADS, THENCE ABOUT 1.8
 JA0887'MILES WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 JA0887'LEADING SOUTH-SOUTHWEST, IN SECTION 11, T.5.N., R.10.W., 15 FEET
 JA0887'EAST-SOUTHEAST OF CENTER LINE OF ROAD SOUTH-SOUTHWEST, 116 FEET
 JA0887'EAST-SOUTHEAST AND ACROSS ROAD SOUTH-SOUTHWEST FROM THE SOUTHEAST
 JA0887'CORNER OF A BRIDGE OVER BUSSERON CREEK, 131 FEET SOUTH-SOUTHWEST
 JA0887'AND ACROSS EAST-WEST ROAD FROM THE SOUTHWEST CORNER OF A
 JA0887'1 1/2-STORY FRAME HOUSE, 37 FEET SOUTHWEST OF A POWER POLE, 19
 JA0887'FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION, 1 FOOT NORTHWEST OF
 JA0887'A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 JA0887'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD AND SET IN THE TOP
 JA0887'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1067 ***********************************************************************
 HA1067  DESIGNATION -  TT 4 TWC
 HA1067  PID         -  HA1067
 HA1067  STATE/COUNTY-  IN/POSEY
 HA1067  COUNTRY     -  US
 HA1067  USGS QUAD   -  UNIONTOWN (2019)
 HA1067
 HA1067                         *CURRENT SURVEY CONTROL
 HA1067  ______________________________________________________________________
 HA1067* NAD 83(1986) POSITION- 37 50 13.90   (N) 087 56 45.10   (W)   HD_HELD1
 HA1067* NAVD 88 ORTHO HEIGHT -   109.524 (meters)      359.33  (feet) ADJUSTED
 HA1067  ______________________________________________________________________
 HA1067  GEOID HEIGHT    -        -30.353 (meters)                     GEOID18
 HA1067  DYNAMIC HEIGHT  -        109.449 (meters)      359.08  (feet) COMP
 HA1067  MODELED GRAVITY -    979,941.8   (mgal)                       NAVD 88
 HA1067
 HA1067  VERT ORDER      -  FIRST     CLASS II
 HA1067
 HA1067.The horizontal coordinates were determined by differentially corrected
 HA1067.hand held GPS observations or other comparable positioning techniques
 HA1067.and have an estimated accuracy of +/- 3 meters.
 HA1067
 HA1067.The orthometric height was determined by differential leveling and
 HA1067.adjusted by the NATIONAL GEODETIC SURVEY
 HA1067.in June 1991.
 HA1067
 HA1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1067.GEOID18 height accuracy estimate available here.
 HA1067
 HA1067.Click photographs - Photos may exist for this station.
 HA1067
 HA1067.The dynamic height is computed by dividing the NAVD 88
 HA1067.geopotential number by the normal gravity value computed on the
 HA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1067.degrees latitude (g = 980.6199 gals.).
 HA1067
 HA1067.The modeled gravity was interpolated from observed gravity values.
 HA1067
 HA1067;                    North         East    Units  Estimated Accuracy
 HA1067;SPC IN W     -   287,774.6     824,076.7     MT  (+/- 3 meters HH1 GPS) 
 HA1067
 HA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1677188173(NAD 83)
 HA1067
 HA1067                          SUPERSEDED SURVEY CONTROL
 HA1067
 HA1067  NGVD 29 (??/??/92)  109.629  (m)          359.67   (f) ADJ UNCH    1 2
 HA1067
 HA1067.Superseded values are not recommended for survey control.
 HA1067
 HA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1067.See file dsdata.pdf to determine how the superseded data were derived.
 HA1067
 HA1067_MARKER: DD = SURVEY DISK
 HA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1067_STAMPING: TT 4 TWC 1951
 HA1067_MARK LOGO: USGS
 HA1067_PROJECTION: FLUSH
 HA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1067+STABILITY: SURFACE MOTION
 HA1067
 HA1067  HISTORY     - Date     Condition        Report By
 HA1067  HISTORY     - 1951     MONUMENTED       USGS
 HA1067  HISTORY     - 1965     GOOD             CGS
 HA1067  HISTORY     - 1988     GOOD             USPSQD
 HA1067
 HA1067                          STATION DESCRIPTION
 HA1067
 HA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1067'1.2 MI NE FROM HOVEY LAKE.
 HA1067'ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE FISH
 HA1067'AND GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION
 HA1067'12, T 8 S, R 14 W, ABOUT 250 FEET NORTHEAST OF AND ACROSS THE
 HA1067'HIGHWAY FROM AN OLD RED BARN, 19 FEET SOUTHEAST OF THE CENTER
 HA1067'LINE OF THE HIGHWAY, 58 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HA1067'A FIELD ROAD, 6 1/2 FEET NORTHWEST OF A 24-INCH OAK TREE, 6 1/2
 HA1067'FEET NORTHEAST OF A 12-INCH OAK TREE, 1.0 FOOT SOUTH OF A METAL
 HA1067'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 HA1067'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA1067
 HA1067                          STATION RECOVERY (1988)
 HA1067
 HA1067'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2448 ***********************************************************************
 ME2448  DESIGNATION -  TT 4 WO
 ME2448  PID         -  ME2448
 ME2448  STATE/COUNTY-  IN/PORTER
 ME2448  COUNTRY     -  US
 ME2448  USGS QUAD   -  WESTVILLE (2019)
 ME2448
 ME2448                         *CURRENT SURVEY CONTROL
 ME2448  ______________________________________________________________________
 ME2448* NAD 83(1997) POSITION- 41 36 24.79568(N) 086 59 23.91599(W)   ADJUSTED
 ME2448* NAVD 88 ORTHO HEIGHT -   196.96  (+/-2cm)      646.2   (feet) VERTCON3
 ME2448  ______________________________________________________________________
 ME2448  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME2448  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 ME2448  HORZ ORDER      -  SECOND
 ME2448  VERT ORDER      -  THIRD ? (See Below)
 ME2448
 ME2448.The horizontal coordinates were established by classical geodetic methods
 ME2448.and adjusted by the National Geodetic Survey in May 1999.
 ME2448
 ME2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2448
 ME2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2448.GEOID18 height accuracy estimate available here.
 ME2448
 ME2448.The vertical order pertains to the NGVD 29 superseded value.
 ME2448
 ME2448.Click photographs - Photos may exist for this station.
 ME2448
 ME2448.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2448
 ME2448. The following values were computed from the NAD 83(1997) position.
 ME2448
 ME2448;                    North         East     Units Scale Factor Converg.
 ME2448;SPC IN W     -   705,960.972   907,781.835   MT  0.99996741   +0 03 43.2
 ME2448;SPC IN W     - 2,316,140.29  2,978,280.90   sFT  0.99996741   +0 03 43.2
 ME2448;UTM  16      - 4,606,130.963   500,835.198   MT  0.99960001   +0 00 24.0
 ME2448
 ME2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2448!SPC IN W     -   0.99997440  x   0.99996741  =   0.99994181
 ME2448!UTM  16      -   0.99997440  x   0.99960001  =   0.99957442
 ME2448
 ME2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0083506130(NAD 83)
 ME2448
 ME2448                          SUPERSEDED SURVEY CONTROL
 ME2448
 ME2448  NAD 83(1994)-  41 36 24.80046(N)    086 59 23.91800(W) AD(       ) 2
 ME2448  NAD 83(1986)-  41 36 24.80054(N)    086 59 23.91735(W) AD(       ) 2
 ME2448  NAD 27      -  41 36 24.65890(N)    086 59 23.80530(W) AD(       ) 2
 ME2448  NGVD 29             197.06   (m)          646.5    (f) LEVELING    3  
 ME2448
 ME2448.Superseded values are not recommended for survey control.
 ME2448
 ME2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2448.See file dsdata.pdf to determine how the superseded data were derived.
 ME2448
 ME2448_MARKER: DB = BENCH MARK DISK
 ME2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2448_STAMPING: TT 4 WO 1934 647
 ME2448_MARK LOGO: USGS
 ME2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2448+STABILITY: SURFACE MOTION
 ME2448
 ME2448  HISTORY     - Date     Condition        Report By
 ME2448  HISTORY     - 1934     MONUMENTED       USGS
 ME2448  HISTORY     - 1952     GOOD             CGS
 ME2448
 ME2448                          STATION DESCRIPTION
 ME2448
 ME2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2448'STATION IS LOCATED ABOUT 3 MILES EAST OF CHESTERTON.  IT IS 27
 ME2448'FEET SOUTHEAST OF
 ME2448'THE INTERSECTION OF A GRAVEL T-ROAD AND 17 FEET EAST OF THE CENTER
 ME2448'OF A GRAVEL ROAD.  THE MARK IS A 6
 ME2448'BY 6 INCH CONCRETE POST WHICH PROJECTS 8 INCHES WITH A
 ME2448'BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK IN THE TOP
 ME2448'STAMPED TT 4 WO 1934 647 (FEET ABOVE
 ME2448'SEA LEVEL).
 ME2448'
 ME2448'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BURDICK.
 ME2448'THE DISTANCE WAS 34.47 METERS
 ME2448'(113.1 FEET). (NOTE) THIS MARK WAS LOOSE IN THE GROUND.
 ME2448'
 ME2448'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND PORTER
 ME2448'AVENUE IN THE SOUTH EDGE OF
 ME2448'CHESTERTON, GO EAST ON PORTER AVENUE FOR 1.65 MILES TO A T-ROAD
 ME2448'INTERSECTION, TURN LEFT AND GO 0.45 MILE
 ME2448'TO WHERE ROAD FORKS, KEEP RIGHT AND GO 1.55 MILES TO A
 ME2448'SIDE ROAD RIGHT AND THE STATION ON THE RIGHT
 ME2448'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1728 ***********************************************************************
 JA1728  DESIGNATION -  TT 40 D
 JA1728  PID         -  JA1728
 JA1728  STATE/COUNTY-  IN/HARRISON
 JA1728  COUNTRY     -  US
 JA1728  USGS QUAD   -  CRANDALL (2019)
 JA1728
 JA1728                         *CURRENT SURVEY CONTROL
 JA1728  ______________________________________________________________________
 JA1728* NAD 83(1997) POSITION- 38 21 48.70031(N) 086 05 45.55984(W)   ADJUSTED
 JA1728* NAVD 88 ORTHO HEIGHT -   244.09  (+/-2cm)      800.8   (feet) VERTCON3
 JA1728  ______________________________________________________________________
 JA1728  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 JA1728  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 JA1728  HORZ ORDER      -  SECOND
 JA1728  VERT ORDER      -  THIRD ? (See Below)
 JA1728
 JA1728.The horizontal coordinates were established by classical geodetic methods
 JA1728.and adjusted by the National Geodetic Survey in May 1999.
 JA1728
 JA1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1728
 JA1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1728.GEOID18 height accuracy estimate available here.
 JA1728
 JA1728.The vertical order pertains to the NGVD 29 superseded value.
 JA1728
 JA1728.Click photographs - Photos may exist for this station.
 JA1728
 JA1728.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1728
 JA1728. The following values were computed from the NAD 83(1997) position.
 JA1728
 JA1728;                    North         East     Units Scale Factor Converg.
 JA1728;SPC IN E     -   345,931.492    62,479.650   MT  0.99998400   -0 15 59.3
 JA1728;SPC IN E     - 1,134,943.57    204,985.32   sFT  0.99998400   -0 15 59.3
 JA1728;UTM  16      - 4,246,537.156   578,977.122   MT  0.99967681   +0 33 40.0
 JA1728
 JA1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1728!SPC IN E     -   0.99996694  x   0.99998400  =   0.99995094
 JA1728!UTM  16      -   0.99996694  x   0.99967681  =   0.99964376
 JA1728
 JA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7897746537(NAD 83)
 JA1728
 JA1728                          SUPERSEDED SURVEY CONTROL
 JA1728
 JA1728  NAD 83(1993)-  38 21 48.70188(N)    086 05 45.56179(W) AD(       ) 2
 JA1728  NAD 83(1986)-  38 21 48.70496(N)    086 05 45.56571(W) AD(       ) 2
 JA1728  NAD 27      -  38 21 48.47500(N)    086 05 45.66200(W) AD(       ) 2
 JA1728  NGVD 29             244.21   (m)          801.2    (f) LEVELING    3  
 JA1728
 JA1728.Superseded values are not recommended for survey control.
 JA1728
 JA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1728.See file dsdata.pdf to determine how the superseded data were derived.
 JA1728
 JA1728_MARKER: DD = SURVEY DISK
 JA1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1728_STAMPING: TT 40 D 1937
 JA1728_MARK LOGO: USGS
 JA1728_PROJECTION: FLUSH
 JA1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1728+STABILITY: SURFACE MOTION
 JA1728
 JA1728  HISTORY     - Date     Condition        Report By
 JA1728  HISTORY     - 1937     MONUMENTED       USGS
 JA1728  HISTORY     - 1946     GOOD             USGS
 JA1728
 JA1728                          STATION DESCRIPTION
 JA1728
 JA1728'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 JA1728'THIS USGS MARK IS LOCATED BESIDE STATE HIGHWAY 135, IN THE NORTHWEST
 JA1728'PART OF CENTRAL BARREN AT THE METHODIST CHURCH.  THIS IS ABOUT 3 MILES
 JA1728'SOUTHEAST OF PALMYRA AND 3 MILES NORTH OF SALISBURY.
 JA1728'
 JA1728'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CENBAR
 JA1728'DISTANCE BEING 90.99 FEET (27.733 METERS) WEST OF THE STATION, 9 FEET
 JA1728'EAST OF THE NORTHWEST CORNER OF THE CHURCH AND 4 FEET NORTHEAST OF THE
 JA1728'NORTH EDGE OF THE BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1728'THE DISK IS STAMPED TT 40 D 1937.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2354 ***********************************************************************
 ME2354  DESIGNATION -  TT 41 F
 ME2354  PID         -  ME2354
 ME2354  STATE/COUNTY-  IN/LA PORTE
 ME2354  COUNTRY     -  US
 ME2354  USGS QUAD   -  HAMLET (2019)
 ME2354
 ME2354                         *CURRENT SURVEY CONTROL
 ME2354  ______________________________________________________________________
 ME2354* NAD 83(1997) POSITION- 41 29 10.01958(N) 086 35 13.19934(W)   ADJUSTED
 ME2354* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 ME2354  ______________________________________________________________________
 ME2354  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 ME2354  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 ME2354  HORZ ORDER      -  SECOND
 ME2354
 ME2354.The horizontal coordinates were established by classical geodetic methods
 ME2354.and adjusted by the National Geodetic Survey in May 1999.
 ME2354
 ME2354.The orthometric height was scaled from a topographic map.
 ME2354
 ME2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2354.GEOID18 height accuracy estimate available here.
 ME2354
 ME2354.Click photographs - Photos may exist for this station.
 ME2354
 ME2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2354
 ME2354. The following values were computed from the NAD 83(1997) position.
 ME2354
 ME2354;                    North         East     Units Scale Factor Converg.
 ME2354;SPC IN W     -   692,662.755   941,449.479   MT  0.99998780   +0 19 43.7
 ME2354;SPC IN W     - 2,272,511.06  3,088,738.83   sFT  0.99998780   +0 19 43.7
 ME2354;UTM  16      - 4,592,805.211   534,477.537   MT  0.99961463   +0 16 24.9
 ME2354
 ME2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2354!SPC IN W     -   0.99997255  x   0.99998780  =   0.99996035
 ME2354!UTM  16      -   0.99997255  x   0.99961463  =   0.99958719
 ME2354
 ME2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3447792805(NAD 83)
 ME2354
 ME2354                          SUPERSEDED SURVEY CONTROL
 ME2354
 ME2354  NAD 83(1986)-  41 29 10.02285(N)    086 35 13.20465(W) AD(       ) 2
 ME2354  NAD 27      -  41 29 09.86400(N)    086 35 13.14730(W) AD(       ) 2
 ME2354
 ME2354.Superseded values are not recommended for survey control.
 ME2354
 ME2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2354.See file dsdata.pdf to determine how the superseded data were derived.
 ME2354
 ME2354_MARKER: DD = SURVEY DISK
 ME2354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2354_STAMPING: TT 41F 1928
 ME2354_MARK LOGO: USGS
 ME2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2354
 ME2354  HISTORY     - Date     Condition        Report By
 ME2354  HISTORY     - 1928     MONUMENTED       USGS
 ME2354
 ME2354                          STATION DESCRIPTION
 ME2354
 ME2354'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 ME2354'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF KINGSFORD HEIGHTS,
 ME2354'4.9 MI (7.9 KM) SOUTH OF STILLWELL AND 4.2 MI (6.8 KM) SOUTH OF
 ME2354'HAMLET.
 ME2354'
 ME2354'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 23,
 ME2354'IN WALKERTON, GO WEST ON HIGHWAY 6 FOR 5.8 MI (9.3 KM) TO A T-ROAD,
 ME2354'NORTH.  TURN RIGHT AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE B AND O
 ME2354'RAILROAD TRACKS, CROSS TRACKS AND CONTINUE ON ROAD FOR 0.3 MI (0.5 KM)
 ME2354'TO A RIGHT ANGLE IN THE ROAD AND THE MARK.
 ME2354'
 ME2354'IT IS 45 FEET NORTH OF THE CENTER OF THE ROAD, 30 FEET NORTHWEST OF A
 ME2354'POWER LINE POLE AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS A 6 BY 6
 ME2354'INCH CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2350 ***********************************************************************
 ME2350  DESIGNATION -  TT 42 F
 ME2350  PID         -  ME2350
 ME2350  STATE/COUNTY-  IN/LA PORTE
 ME2350  COUNTRY     -  US
 ME2350  USGS QUAD   -  HAMLET (2019)
 ME2350
 ME2350                         *CURRENT SURVEY CONTROL
 ME2350  ______________________________________________________________________
 ME2350* NAD 83(1997) POSITION- 41 29 27.03217(N) 086 31 39.52477(W)   ADJUSTED
 ME2350* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 ME2350  ______________________________________________________________________
 ME2350  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 ME2350  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 ME2350  HORZ ORDER      -  SECOND
 ME2350
 ME2350.The horizontal coordinates were established by classical geodetic methods
 ME2350.and adjusted by the National Geodetic Survey in May 1999.
 ME2350
 ME2350.The orthometric height was scaled from a topographic map.
 ME2350
 ME2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2350.GEOID18 height accuracy estimate available here.
 ME2350
 ME2350.Click photographs - Photos may exist for this station.
 ME2350
 ME2350.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2350
 ME2350. The following values were computed from the NAD 83(1997) position.
 ME2350
 ME2350;                    North         East     Units Scale Factor Converg.
 ME2350;SPC IN W     -   693,217.741   946,402.862   MT  0.99999315   +0 22 05.3
 ME2350;SPC IN W     - 2,274,331.87  3,104,990.06   sFT  0.99999315   +0 22 05.3
 ME2350;UTM  16      - 4,593,355.218   539,429.601   MT  0.99961913   +0 18 46.6
 ME2350
 ME2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2350!SPC IN W     -   0.99997207  x   0.99999315  =   0.99996522
 ME2350!UTM  16      -   0.99997207  x   0.99961913  =   0.99959122
 ME2350
 ME2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3942993355(NAD 83)
 ME2350
 ME2350                          SUPERSEDED SURVEY CONTROL
 ME2350
 ME2350  NAD 83(1986)-  41 29 27.03538(N)    086 31 39.53039(W) AD(       ) 2
 ME2350  NAD 27      -  41 29 26.87570(N)    086 31 39.47910(W) AD(       ) 2
 ME2350
 ME2350.Superseded values are not recommended for survey control.
 ME2350
 ME2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2350.See file dsdata.pdf to determine how the superseded data were derived.
 ME2350
 ME2350_MARKER: DD = SURVEY DISK
 ME2350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2350_STAMPING: TT STA 42 F 1928
 ME2350_MARK LOGO: USGS
 ME2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2350
 ME2350  HISTORY     - Date     Condition        Report By
 ME2350  HISTORY     - 1928     MONUMENTED       USGS
 ME2350
 ME2350                          STATION DESCRIPTION
 ME2350
 ME2350'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 ME2350'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF STILLWELL, 4.8
 ME2350'MI (7.7 KM) SOUTHEAST OF HAMLET AND 2.9 MI (4.7 KM) NORTHWEST OF
 ME2350'WALKERTON.
 ME2350'
 ME2350'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 104,
 ME2350'ABOUT 0.6 MI (1.0 KM) WEST OF WALKERTON, GO NORTHWEST ON STATE HIGHWAY
 ME2350'104 FOR 2.30 MI (3.70 KM) THE MARK ON THE LEFT.
 ME2350'
 ME2350'IT IS 46 FT (14.0 M) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 ME2350'104 AND A GRAVEL ROAD WEST, 37 FT (11.3 M) WEST OF THE CENTER OF STATE
 ME2350'HIGHWAY 104 AND 4 FT (1.2 M) SOUTHWEST OF A TEN INCH WALNUT TREE.  THE
 ME2350'MARK IS A 6 X 6 INCH CONCRETE POST THAT PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1676 ***********************************************************************
 JA1676  DESIGNATION -  TT 43 T
 JA1676  PID         -  JA1676
 JA1676  STATE/COUNTY-  IN/WASHINGTON
 JA1676  COUNTRY     -  US
 JA1676  USGS QUAD   -  KOSSUTH (2019)
 JA1676
 JA1676                         *CURRENT SURVEY CONTROL
 JA1676  ______________________________________________________________________
 JA1676* NAD 83(1997) POSITION- 38 39 46.18784(N) 086 00 04.57006(W)   ADJUSTED
 JA1676* NAVD 88 ORTHO HEIGHT -   282.50  (+/-2cm)      926.8   (feet) VERTCON3
 JA1676  ______________________________________________________________________
 JA1676  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 JA1676  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 JA1676  HORZ ORDER      -  SECOND
 JA1676  VERT ORDER      -  THIRD ? (See Below)
 JA1676
 JA1676.The horizontal coordinates were established by classical geodetic methods
 JA1676.and adjusted by the National Geodetic Survey in May 1999.
 JA1676
 JA1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1676
 JA1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1676.GEOID18 height accuracy estimate available here.
 JA1676
 JA1676.The vertical order pertains to the NGVD 29 superseded value.
 JA1676
 JA1676.Click photographs - Photos may exist for this station.
 JA1676
 JA1676.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1676
 JA1676. The following values were computed from the NAD 83(1997) position.
 JA1676
 JA1676;                    North         East     Units Scale Factor Converg.
 JA1676;SPC IN E     -   379,120.653    70,878.436   MT  0.99997711   -0 12 32.5
 JA1676;SPC IN E     - 1,243,831.68    232,540.34   sFT  0.99997711   -0 12 32.5
 JA1676;UTM  16      - 4,279,834.690   586,891.745   MT  0.99969297   +0 37 26.3
 JA1676
 JA1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1676!SPC IN E     -   0.99996094  x   0.99997711  =   0.99993805
 JA1676!UTM  16      -   0.99996094  x   0.99969297  =   0.99965392
 JA1676
 JA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8689179834(NAD 83)
 JA1676
 JA1676                          SUPERSEDED SURVEY CONTROL
 JA1676
 JA1676  NAD 83(1993)-  38 39 46.19048(N)    086 00 04.56998(W) AD(       ) 2
 JA1676  NAD 83(1986)-  38 39 46.19173(N)    086 00 04.57404(W) AD(       ) 2
 JA1676  NAD 27      -  38 39 45.98800(N)    086 00 04.66400(W) AD(       ) 2
 JA1676  NGVD 29             282.61   (m)          927.2    (f) LEVELING    3  
 JA1676
 JA1676.Superseded values are not recommended for survey control.
 JA1676
 JA1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1676.See file dsdata.pdf to determine how the superseded data were derived.
 JA1676
 JA1676_MARKER: DD = SURVEY DISK
 JA1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1676_STAMPING: TT 43T 927 1943
 JA1676_MARK LOGO: USGS
 JA1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1676+STABILITY: SURFACE MOTION
 JA1676
 JA1676  HISTORY     - Date     Condition        Report By
 JA1676  HISTORY     - 1943     MONUMENTED       USGS
 JA1676
 JA1676                          STATION DESCRIPTION
 JA1676
 JA1676'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (CAE)
 JA1676'THIS IS A TRAVERSE STATION.
 JA1676'
 JA1676'THE STATION IS IN THE SOUTH EDGE OF A CHURCH YARD ABOUT 12 MILES WEST
 JA1676'OF SCOTTSBURG AND 6 MILES EAST-NORTHEAST OF SALEM. IT IS 99.01
 JA1676'FEET SOUTH OF STATION DELANEY, 3 FEET SOUTH OF THE SOUTHEAST CORNER
 JA1676'OF THE CHURCH AND 30 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 JA1676'ROAD. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TT 43T 1943
 JA1676'927.
 JA1676'
 JA1676'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 56 AND 135 IN
 JA1676'SALEM, GO EAST ON HIGHWAY 56 FOR 6.5 MILES TO A SIDE ROAD LEFT,
 JA1676'THIS IS 0.2 MILE EAST OF A SHARP RIGHT TURN IN THE HIGHWAY AND 0.1
 JA1676'MILE EAST OF SEVERAL WHITE FARM BUILDINGS BESIDE THE HIGHWAY,
 JA1676'TURN LEFT HERE AND GO 0.5 MILE ON A GRAVEL ROAD TO A SHARP RIGHT
 JA1676'TURN, TURN RIGHT HERE AND GO 1 MILE TO A T-ROAD INTERSECTION,
 JA1676'TURN LEFT HERE AND GO 0.45 MILE TO ANOTHER T-ROAD INTERSECTION, HERE
 JA1676'TURN LEFT AND GO 0.1 MILE TO A CHURCH YARD ON RIGHT AND
 JA1676'STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2248 ***********************************************************************
 HZ2248  DESIGNATION -  TT 44 D
 HZ2248  PID         -  HZ2248
 HZ2248  STATE/COUNTY-  IN/HARRISON
 HZ2248  COUNTRY     -  US
 HZ2248  USGS QUAD   -  KOSMOSDALE (2019)
 HZ2248
 HZ2248                         *CURRENT SURVEY CONTROL
 HZ2248  ______________________________________________________________________
 HZ2248* NAD 83(1997) POSITION- 38 07 16.98174(N) 085 58 29.56653(W)   ADJUSTED
 HZ2248* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 HZ2248  ______________________________________________________________________
 HZ2248  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 HZ2248  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 HZ2248  HORZ ORDER      -  SECOND
 HZ2248
 HZ2248.The horizontal coordinates were established by classical geodetic methods
 HZ2248.and adjusted by the National Geodetic Survey in May 1999.
 HZ2248
 HZ2248.The orthometric height was scaled from a topographic map.
 HZ2248
 HZ2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2248.GEOID18 height accuracy estimate available here.
 HZ2248
 HZ2248.Click photographs - Photos may exist for this station.
 HZ2248
 HZ2248.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2248
 HZ2248. The following values were computed from the NAD 83(1997) position.
 HZ2248
 HZ2248;                    North         East     Units Scale Factor Converg.
 HZ2248;SPC IN E     -   319,011.767    72,974.452   MT  0.99997566   -0 11 25.0
 HZ2248;SPC IN E     - 1,046,624.44    239,417.01   sFT  0.99997566   -0 11 25.0
 HZ2248;UTM  16      - 4,219,779.207   589,855.431   MT  0.99969944   +0 37 58.4
 HZ2248
 HZ2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2248!SPC IN E     -   0.99997006  x   0.99997566  =   0.99994572
 HZ2248!UTM  16      -   0.99997006  x   0.99969944  =   0.99966950
 HZ2248
 HZ2248:                Primary Azimuth Mark                     Grid Az
 HZ2248:SPC IN E     -  LIZA                                     184 03 51.3
 HZ2248:UTM  16      -  LIZA                                     183 14 27.9
 HZ2248
 HZ2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8985519779(NAD 83)
 HZ2248
 HZ2248|---------------------------------------------------------------------|
 HZ2248| PID    Reference Object                     Distance      Geod. Az  |
 HZ2248|                                                           dddmmss.s |
 HZ2248| CG9306 TT 44 D RM 1                         24.040 METERS 16712     |
 HZ2248| HZ2246 LIZA                                APPROX. 1.4 KM 1835226.3 |
 HZ2248| HZ2247 TT 44 D STATION A                    12.198 METERS 19327     |
 HZ2248| CG9307 TT 44 D RM 2                         19.254 METERS 24953     |
 HZ2248| HZ2243 TT 44 D AZIMUTH                     200.972 METERS 26603     |
 HZ2248|---------------------------------------------------------------------|
 HZ2248
 HZ2248                          SUPERSEDED SURVEY CONTROL
 HZ2248
 HZ2248  NAD 83(1993)-  38 07 16.98192(N)    085 58 29.56711(W) AD(       ) 2
 HZ2248  NAD 83(1986)-  38 07 16.98701(N)    085 58 29.57391(W) AD(       ) 2
 HZ2248  NAD 27      -  38 07 16.72900(N)    085 58 29.69000(W) AD(       ) 2
 HZ2248
 HZ2248.Superseded values are not recommended for survey control.
 HZ2248
 HZ2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2248.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2248
 HZ2248_MARKER: DD = SURVEY DISK
 HZ2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2248_STAMPING: TT 44D 1939
 HZ2248_MARK LOGO: USGS
 HZ2248_PROJECTION: FLUSH
 HZ2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2248+STABILITY: SURFACE MOTION
 HZ2248
 HZ2248  HISTORY     - Date     Condition        Report By
 HZ2248  HISTORY     - 1939     MONUMENTED       USGS
 HZ2248  HISTORY     - 1950     GOOD             USGS
 HZ2248
 HZ2248                          STATION DESCRIPTION
 HZ2248
 HZ2248'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FXP)
 HZ2248'THE STATION IS LOCATED IN THE SMALL VILLAGE OF ELIZABETH, 46 FEET
 HZ2248'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 12.8
 HZ2248'FEET WEST OF THE SOUTHEAST CORNER OF THE AMERICAN LEGION HALL, AND 2
 HZ2248'FEET SOUTH OF THE SOUTH EDGE OF THE HALL. THE MARK IS FLUSH WITH
 HZ2248'THE GROUND, AND THE DISK IS STAMPED TT 44D 1939. THE DISK IS A
 HZ2248'STANDARD U.S.G.S. DISK, AND SET IN THE TOP OF A CONCRETE BLOCK.
 HZ2248'
 HZ2248'REFERENCE MARK NO. 1 IS 78.87 FEET SOUTH OF THE STATION, 32 FEET
 HZ2248'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 1
 HZ2248'FOOT EAST OF THE NORTHEAST CORNER OF A BARN. THE MARK IS FLUSH WITH
 HZ2248'THE GROUND, AND THE DISK IS STAMPED TT 44D 1939 NO 1.
 HZ2248'
 HZ2248'REFERENCE MARK NO. 2 IS 63.17 FEET WEST-SOUTHWEST OF THE STATION, 33
 HZ2248'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AMERICAN LEGION
 HZ2248'HALL, AND 23 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 HZ2248'ROAD. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED TT 44D
 HZ2248'1947.
 HZ2248'
 HZ2248'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, IN THE NORTHWEST
 HZ2248'CORNER OF A CEMETERY, 17 FEET NORTH OF THE APPROXIMATE
 HZ2248'CENTERLINE OF A GRAVELED ROAD, 12 FEET EAST OF THE NORTHWEST CORNER
 HZ2248'POST OF THE CEMETERY, 3 FEET SOUTH OF A FENCE LINE, AND 2-1/2
 HZ2248'FEET SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE
 HZ2248'DISK IS STAMPED TT 44D 1947.
 HZ2248'
 HZ2248'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 HZ2248'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2248'
 HZ2248'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 HZ2248
 HZ2248                          STATION RECOVERY (1950)
 HZ2248
 HZ2248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 HZ2248'STATION RECOVERED IN GOOD CONDITION. IT IS LOCATED IN ELIZABETH, 250
 HZ2248'FEET W OF MAIN STREET CROSSING, ON N SIDE STREET, 13 FEET W
 HZ2248'OF SE CORNER OF AMERICAN LEGION HALL, 2 FEET S OF FACE OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2243 ***********************************************************************
 HZ2243  DESIGNATION -  TT 44 D AZIMUTH
 HZ2243  PID         -  HZ2243
 HZ2243  STATE/COUNTY-  IN/HARRISON
 HZ2243  COUNTRY     -  US
 HZ2243  USGS QUAD   -  KOSMOSDALE (2019)
 HZ2243
 HZ2243                         *CURRENT SURVEY CONTROL
 HZ2243  ______________________________________________________________________
 HZ2243* NAD 83(1997) POSITION- 38 07 16.53270(N) 085 58 37.79780(W)   ADJUSTED
 HZ2243* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 HZ2243  ______________________________________________________________________
 HZ2243  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 HZ2243  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 HZ2243  HORZ ORDER      -  SECOND
 HZ2243
 HZ2243.The horizontal coordinates were established by classical geodetic methods
 HZ2243.and adjusted by the National Geodetic Survey in May 1999.
 HZ2243
 HZ2243.The orthometric height was scaled from a topographic map.
 HZ2243
 HZ2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2243.GEOID18 height accuracy estimate available here.
 HZ2243
 HZ2243.Click photographs - Photos may exist for this station.
 HZ2243
 HZ2243.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2243
 HZ2243. The following values were computed from the NAD 83(1997) position.
 HZ2243
 HZ2243;                    North         East     Units Scale Factor Converg.
 HZ2243;SPC IN E     -   318,998.590    72,773.917   MT  0.99997579   -0 11 30.1
 HZ2243;SPC IN E     - 1,046,581.21    238,759.09   sFT  0.99997579   -0 11 30.1
 HZ2243;UTM  16      - 4,219,763.155   589,655.162   MT  0.99969899   +0 37 53.3
 HZ2243
 HZ2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2243!SPC IN E     -   0.99996880  x   0.99997579  =   0.99994459
 HZ2243!UTM  16      -   0.99996880  x   0.99969899  =   0.99966780
 HZ2243
 HZ2243:                Primary Azimuth Mark                     Grid Az
 HZ2243:SPC IN E     -  LIZA                                     175 35 39.0
 HZ2243:UTM  16      -  LIZA                                     174 46 15.6
 HZ2243
 HZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8965519763(NAD 83)
 HZ2243
 HZ2243|---------------------------------------------------------------------|
 HZ2243| PID    Reference Object                     Distance      Geod. Az  |
 HZ2243|                                                           dddmmss.s |
 HZ2243| HZ2248 TT 44 D                             200.972 METERS 08603     |
 HZ2243| HZ2247 TT 44 D STATION A                   197.667 METERS 08925     |
 HZ2243| HZ2246 LIZA                                APPROX. 1.4 KM 1752408.9 |
 HZ2243|---------------------------------------------------------------------|
 HZ2243
 HZ2243                          SUPERSEDED SURVEY CONTROL
 HZ2243
 HZ2243  NAD 83(1993)-  38 07 16.53287(N)    085 58 37.79838(W) AD(       ) 2
 HZ2243  NAD 83(1986)-  38 07 16.53796(N)    085 58 37.80515(W) AD(       ) 2
 HZ2243  NAD 27      -  38 07 16.28000(N)    085 58 37.92100(W) AD(       ) 2
 HZ2243
 HZ2243.Superseded values are not recommended for survey control.
 HZ2243
 HZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2243.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2243
 HZ2243_MARKER: DZ = AZIMUTH MARK DISK
 HZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2243_STAMPING: TT 44D 1947
 HZ2243_MARK LOGO: CGS
 HZ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2243+STABILITY: SURFACE MOTION
 HZ2243
 HZ2243  HISTORY     - Date     Condition        Report By
 HZ2243  HISTORY     - 1947     MONUMENTED       CGS
 HZ2243
 HZ2243                          STATION DESCRIPTION
 HZ2243
 HZ2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2243'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE SMALL VILLAGE OF
 HZ2243'ELIZABETH 0.2 MILE WEST OF THE AMERICAN LEGION HALL, AND IN
 HZ2243'THE NORTHWEST CORNER OF A CEMETERY. IT IS 17 FEET NORTH OF THE
 HZ2243'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 12 FEET EAST OF
 HZ2243'THE NORTHWEST CORNER POST OF THE CEMETERY, 3 FEET SOUTH OF A FENCE
 HZ2243'LINE, AND 2-1/2 FEET SOUTHEAST OF A WITNESS POST. THE MARK
 HZ2243'PROJECTS 6 INCHES, AND THE DISK IS STAMPED TT 44D 1947.
 HZ2243'
 HZ2243'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2265 ***********************************************************************
 JZ2265  DESIGNATION -  TT 46
 JZ2265  PID         -  JZ2265
 JZ2265  STATE/COUNTY-  IN/SHELBY
 JZ2265  COUNTRY     -  US
 JZ2265  USGS QUAD   -  WALDRON (2019)
 JZ2265
 JZ2265                         *CURRENT SURVEY CONTROL
 JZ2265  ______________________________________________________________________
 JZ2265* NAD 83(1986) POSITION- 39 23 00.28   (N) 085 41 07.99   (W)   HD_HELD1
 JZ2265* NAVD 88 ORTHO HEIGHT -   251.577 (meters)      825.38  (feet) ADJUSTED
 JZ2265  ______________________________________________________________________
 JZ2265  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 JZ2265  DYNAMIC HEIGHT  -        251.424 (meters)      824.88  (feet) COMP
 JZ2265  MODELED GRAVITY -    980,012.0   (mgal)                       NAVD 88
 JZ2265
 JZ2265  VERT ORDER      -  SECOND    CLASS 0
 JZ2265
 JZ2265.The horizontal coordinates were determined by differentially corrected
 JZ2265.hand held GPS observations or other comparable positioning techniques
 JZ2265.and have an estimated accuracy of +/- 3 meters.
 JZ2265
 JZ2265.The orthometric height was determined by differential leveling and
 JZ2265.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2265.in June 1991.
 JZ2265
 JZ2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2265.GEOID18 height accuracy estimate available here.
 JZ2265
 JZ2265.Click photographs - Photos may exist for this station.
 JZ2265
 JZ2265.The dynamic height is computed by dividing the NAVD 88
 JZ2265.geopotential number by the normal gravity value computed on the
 JZ2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2265.degrees latitude (g = 980.6199 gals.).
 JZ2265
 JZ2265.The modeled gravity was interpolated from observed gravity values.
 JZ2265
 JZ2265;                    North         East    Units  Estimated Accuracy
 JZ2265;SPC IN E     -   459,061.0      98,372.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2265
 JZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1320560149(NAD 83)
 JZ2265
 JZ2265                          SUPERSEDED SURVEY CONTROL
 JZ2265
 JZ2265  NGVD 29 (??/??/92)  251.694  (m)          825.77   (f) ADJ UNCH    2 0
 JZ2265
 JZ2265.Superseded values are not recommended for survey control.
 JZ2265
 JZ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2265.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2265
 JZ2265_MARKER: DD = SURVEY DISK
 JZ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2265_STAMPING: TT 46 DWP 1946
 JZ2265_MARK LOGO: USGS
 JZ2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2265+STABILITY: SURFACE MOTION
 JZ2265
 JZ2265  HISTORY     - Date     Condition        Report By
 JZ2265  HISTORY     - 1946     MONUMENTED       USGS
 JZ2265  HISTORY     - 1947     GOOD             CGS
 JZ2265
 JZ2265                          STATION DESCRIPTION
 JZ2265
 JZ2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2265'2 MI SE FROM GENEVA.
 JZ2265'ABOUT 2.0 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2265'CHURCH AT GENEVA, ABOUT 101 FEET NORTHWEST OF THE NORTHWEST
 JZ2265'CORNER OF AN IMITATION STONE HOUSE ON THE SOUTH SIDE OF THE ROAD,
 JZ2265'28 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 15 FEET
 JZ2265'SOUTHEAST OF A TELEPHONE POLE, 424 FEET WEST OF THE JUNCTION
 JZ2265'OF A SIDE ROAD LEADING SOUTH, 6 FEET NORTHWEST OF A 16-INCH
 JZ2265'BLACK WALNUT TREE, 1 FOOT NORTHEAST OF A WIRE FENCE, AND SET IN
 JZ2265'THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2350 ***********************************************************************
 HZ2350  DESIGNATION -  TT 46 T
 HZ2350  PID         -  HZ2350
 HZ2350  STATE/COUNTY-  IN/WASHINGTON
 HZ2350  COUNTRY     -  US
 HZ2350  USGS QUAD   -  LITTLE YORK (2019)
 HZ2350
 HZ2350                         *CURRENT SURVEY CONTROL
 HZ2350  ______________________________________________________________________
 HZ2350* NAD 83(1997) POSITION- 38 37 37.91302(N) 085 57 39.88096(W)   ADJUSTED
 HZ2350* NAVD 88 ORTHO HEIGHT -   283.68  (+/-2cm)      930.7   (feet) VERTCON3
 HZ2350  ______________________________________________________________________
 HZ2350  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 HZ2350  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 HZ2350  HORZ ORDER      -  SECOND
 HZ2350  VERT ORDER      -  THIRD ? (See Below)
 HZ2350
 HZ2350.The horizontal coordinates were established by classical geodetic methods
 HZ2350.and adjusted by the National Geodetic Survey in May 1999.
 HZ2350
 HZ2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2350
 HZ2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2350.GEOID18 height accuracy estimate available here.
 HZ2350
 HZ2350.The vertical order pertains to the NGVD 29 superseded value.
 HZ2350
 HZ2350.Click photographs - Photos may exist for this station.
 HZ2350
 HZ2350.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2350
 HZ2350. The following values were computed from the NAD 83(1997) position.
 HZ2350
 HZ2350;                    North         East     Units Scale Factor Converg.
 HZ2350;SPC IN E     -   375,153.326    74,363.740   MT  0.99997476   -0 11 01.6
 HZ2350;SPC IN E     - 1,230,815.54    243,975.04   sFT  0.99997476   -0 11 01.6
 HZ2350;UTM  16      - 4,275,919.527   590,433.349   MT  0.99970071   +0 38 54.9
 HZ2350
 HZ2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2350!SPC IN E     -   0.99996076  x   0.99997476  =   0.99993552
 HZ2350!UTM  16      -   0.99996076  x   0.99970071  =   0.99966148
 HZ2350
 HZ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9043375919(NAD 83)
 HZ2350
 HZ2350                          SUPERSEDED SURVEY CONTROL
 HZ2350
 HZ2350  NAD 83(1993)-  38 37 37.91553(N)    085 57 39.88076(W) AD(       ) 2
 HZ2350  NAD 83(1986)-  38 37 37.91665(N)    085 57 39.88515(W) AD(       ) 2
 HZ2350  NAD 27      -  38 37 37.70800(N)    085 57 39.98400(W) AD(       ) 2
 HZ2350  NGVD 29             283.79   (m)          931.1    (f) LEVELING    3  
 HZ2350
 HZ2350.Superseded values are not recommended for survey control.
 HZ2350
 HZ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2350.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2350
 HZ2350_MARKER: DD = SURVEY DISK
 HZ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2350_STAMPING: TT 46T 931 1943
 HZ2350_MARK LOGO: USGS
 HZ2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2350+STABILITY: SURFACE MOTION
 HZ2350
 HZ2350  HISTORY     - Date     Condition        Report By
 HZ2350  HISTORY     - 1943     MONUMENTED       USGS
 HZ2350
 HZ2350                          STATION DESCRIPTION
 HZ2350
 HZ2350'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (FXP)
 HZ2350'THIS IS A TRAVERSE STATION.
 HZ2350'
 HZ2350'STATION IS ABOUT 8 MILES EAST-NORTHEAST OF SALEM, ABOUT 1/2 MILE EAST
 HZ2350'OF NEW PHILADELPHIA, IN A FENCELINE, 20 FEET NORTH OF THE
 HZ2350'T-ROAD INTERSECTION WHICH LIES NORTHWEST OF THE LLOYD ANDERSON
 HZ2350'FARMHOUSE, AND 10 FEET WEST OF A POWER POLE. THIS MARK IS
 HZ2350'107.097 METERS, 351.37 FEET, WEST-NORTHWEST OF TRIANGULATION STATION
 HZ2350'PHILA BY A TRAVERSE CONNECTION. THE MARK PROJECTS 3
 HZ2350'INCHES, AND THE DISK IS STAMPED TT 46 T 1943 931 FEET.
 HZ2350'
 HZ2350'TO REACH FROM THE SQUARE IN SALEM, GO SOUTH ON STATE HIGHWAY 135 FOR
 HZ2350'0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 60, TURN LEFT ON
 HZ2350'HIGHWAY 60 AND GO 0.55 MILE TO THE JUNCTION WITH STATE HIGHWAY 160,
 HZ2350'TURN LEFT ON HIGHWAY 160 AND GO 6.8 MILES TO A STEEL HIGHWAY
 HZ2350'BRIDGE, CONTINUE EAST ON THE HIGHWAY FOR 1.4 MILES TO A SIDE ROAD
 HZ2350'LEFT, TURN LEFT AND GO 2.0 MILES TO A T-ROAD INTERSECTION, THEN GO
 HZ2350'NORTH FOR 20 FEET TO THE MARK IN FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2268 ***********************************************************************
 JZ2268  DESIGNATION -  TT 47
 JZ2268  PID         -  JZ2268
 JZ2268  STATE/COUNTY-  IN/SHELBY
 JZ2268  COUNTRY     -  US
 JZ2268  USGS QUAD   -  HARTSVILLE (2019)
 JZ2268
 JZ2268                         *CURRENT SURVEY CONTROL
 JZ2268  ______________________________________________________________________
 JZ2268* NAD 83(1986) POSITION- 39 22 28.10   (N) 085 38 41.46   (W)   HD_HELD1
 JZ2268* NAVD 88 ORTHO HEIGHT -   257.445 (meters)      844.63  (feet) ADJUSTED
 JZ2268  ______________________________________________________________________
 JZ2268  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 JZ2268  DYNAMIC HEIGHT  -        257.287 (meters)      844.12  (feet) COMP
 JZ2268  MODELED GRAVITY -    980,008.2   (mgal)                       NAVD 88
 JZ2268
 JZ2268  VERT ORDER      -  SECOND    CLASS 0
 JZ2268
 JZ2268.The horizontal coordinates were determined by differentially corrected
 JZ2268.hand held GPS observations or other comparable positioning techniques
 JZ2268.and have an estimated accuracy of +/- 3 meters.
 JZ2268
 JZ2268.The orthometric height was determined by differential leveling and
 JZ2268.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2268.in June 1991.
 JZ2268
 JZ2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2268.GEOID18 height accuracy estimate available here.
 JZ2268
 JZ2268.Click photographs - Photos may exist for this station.
 JZ2268
 JZ2268.The dynamic height is computed by dividing the NAVD 88
 JZ2268.geopotential number by the normal gravity value computed on the
 JZ2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2268.degrees latitude (g = 980.6199 gals.).
 JZ2268
 JZ2268.The modeled gravity was interpolated from observed gravity values.
 JZ2268
 JZ2268;                    North         East    Units  Estimated Accuracy
 JZ2268;SPC IN E     -   458,068.7     101,879.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2268
 JZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1672559209(NAD 83)
 JZ2268
 JZ2268                          SUPERSEDED SURVEY CONTROL
 JZ2268
 JZ2268  NGVD 29 (??/??/92)  257.561  (m)          845.01   (f) ADJ UNCH    2 0
 JZ2268
 JZ2268.Superseded values are not recommended for survey control.
 JZ2268
 JZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2268.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2268
 JZ2268_MARKER: DB = BENCH MARK DISK
 JZ2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2268_STAMPING: TT 47 DWP 1946
 JZ2268_MARK LOGO: USGS
 JZ2268_PROJECTION: FLUSH
 JZ2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2268+STABILITY: SURFACE MOTION
 JZ2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2268+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 JZ2268
 JZ2268  HISTORY     - Date     Condition        Report By
 JZ2268  HISTORY     - 1946     MONUMENTED       USGS
 JZ2268  HISTORY     - 1947     GOOD             CGS
 JZ2268  HISTORY     - 20010511 GOOD             INDIV
 JZ2268  HISTORY     - 20100527 GOOD             INDNR
 JZ2268
 JZ2268                          STATION DESCRIPTION
 JZ2268
 JZ2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2268'4.4 MI SE FROM GENEVA.
 JZ2268'ABOUT 4.35 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2268'CHURCH AT GENEVA, AT THE JUNCTION WITH A SIDE ROAD LEADING NORTH,
 JZ2268'64 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 27 FEET NORTH
 JZ2268'OF THE CENTER LINE OF THE EAST-WEST ROAD, 91 FEET SOUTH OF THE
 JZ2268'SOUTHEAST CORNER OF BETHEL BAPTIST CHURCH, 1.5 FEET EAST OF A
 JZ2268'WHITE WITNESS POST AND ABOUT LEVEL WITH THE ROAD, SET
 JZ2268'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2268
 JZ2268                          STATION RECOVERY (2001)
 JZ2268
 JZ2268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MCC)
 JZ2268'RECOVERED IN GOOD CONDITION.
 JZ2268
 JZ2268                          STATION RECOVERY (2010)
 JZ2268
 JZ2268'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2268'MARK IS LEANING SLIGHTLY TO THE SOUTH, BUT FEELS SOLID IN THE GROUND.
 JZ2268'THE CHURCH IS NOW NAMED THE NEW COVENANT CHURCH. A SHORT NGS WITNESS
 JZ2268'POST IS SET TOUCHING THE NORTH FACE OF THE CONCRETE POST.
 JZ2268'MARK IS 32.5 FEET WEST OF RUSH/SHELBY LIGHT POLE NUMBER 51291 AND
 JZ2268'APPROXIMATELY 5 FEET SOUTH OF THE SOUTH EDGE OF THE GRAVEL PARKING LOT
 JZ2268'FOR THE CHURCH.
 JZ2268'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2274 ***********************************************************************
 JZ2274  DESIGNATION -  TT 48
 JZ2274  PID         -  JZ2274
 JZ2274  STATE/COUNTY-  IN/DECATUR
 JZ2274  COUNTRY     -  US
 JZ2274  USGS QUAD   -  ADAMS (2019)
 JZ2274
 JZ2274                         *CURRENT SURVEY CONTROL
 JZ2274  ______________________________________________________________________
 JZ2274* NAD 83(1986) POSITION- 39 22 46.55   (N) 085 36 57.64   (W)   HD_HELD1
 JZ2274* NAVD 88 ORTHO HEIGHT -   262.105 (meters)      859.92  (feet) ADJUSTED
 JZ2274  ______________________________________________________________________
 JZ2274  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 JZ2274  DYNAMIC HEIGHT  -        261.944 (meters)      859.39  (feet) COMP
 JZ2274  MODELED GRAVITY -    980,006.5   (mgal)                       NAVD 88
 JZ2274
 JZ2274  VERT ORDER      -  SECOND    CLASS 0
 JZ2274
 JZ2274.The horizontal coordinates were determined by differentially corrected
 JZ2274.hand held GPS observations or other comparable positioning techniques
 JZ2274.and have an estimated accuracy of +/- 3 meters.
 JZ2274
 JZ2274.The orthometric height was determined by differential leveling and
 JZ2274.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2274.in June 1991.
 JZ2274
 JZ2274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2274.GEOID18 height accuracy estimate available here.
 JZ2274
 JZ2274.Click photographs - Photos may exist for this station.
 JZ2274
 JZ2274.The dynamic height is computed by dividing the NAVD 88
 JZ2274.geopotential number by the normal gravity value computed on the
 JZ2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2274.degrees latitude (g = 980.6199 gals.).
 JZ2274
 JZ2274.The modeled gravity was interpolated from observed gravity values.
 JZ2274
 JZ2274;                    North         East    Units  Estimated Accuracy
 JZ2274;SPC IN E     -   458,638.7     104,364.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2274
 JZ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1920159815(NAD 83)
 JZ2274
 JZ2274                          SUPERSEDED SURVEY CONTROL
 JZ2274
 JZ2274  NGVD 29 (??/??/92)  262.220  (m)          860.30   (f) ADJ UNCH    2 0
 JZ2274
 JZ2274.Superseded values are not recommended for survey control.
 JZ2274
 JZ2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2274.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2274
 JZ2274_MARKER: DB = BENCH MARK DISK
 JZ2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2274_STAMPING: TT 48 DWP 1946
 JZ2274_MARK LOGO: USGS
 JZ2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2274+STABILITY: SURFACE MOTION
 JZ2274
 JZ2274  HISTORY     - Date     Condition        Report By
 JZ2274  HISTORY     - 1946     MONUMENTED       USGS
 JZ2274  HISTORY     - 1947     GOOD             CGS
 JZ2274
 JZ2274                          STATION DESCRIPTION
 JZ2274
 JZ2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2274'2.4 MI N FROM CLIFTY.
 JZ2274'ABOUT 2.4 MILES NORTH ALONG THE CLIFTY-ST. PAUL ROAD FROM THE
 JZ2274'POST OFFICE AT CLIFTY, 0.75 MILE NORTH OF THE INTERSECTION
 JZ2274'WITH AN EAST-WEST PAVED ROAD, AT THE JUNCTION WITH A PAVED ROAD
 JZ2274'LEADING EAST TO ADAMS, 47 FEET EAST OF THE CENTER LINE OF THE
 JZ2274'NORTH-SOUTH ROAD, 16.5 FEET NORTH OF THE CENTER LINE OF THE
 JZ2274'ADAMS ROAD, 13 FEET EAST OF A FENCE CORNER, 3.5 FEET EAST OF A
 JZ2274'TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE LINE, 1 FOOT EAST OF
 JZ2274'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW ROAD LEVEL AND SET IN
 JZ2274'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2221 ***********************************************************************
 JZ2221  DESIGNATION -  TT 48
 JZ2221  PID         -  JZ2221
 JZ2221  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2221  COUNTRY     -  US
 JZ2221  USGS QUAD   -  COLUMBUS (2019)
 JZ2221
 JZ2221                         *CURRENT SURVEY CONTROL
 JZ2221  ______________________________________________________________________
 JZ2221* NAD 83(1986) POSITION- 39 08 07.19   (N) 085 55 13.27   (W)   HD_HELD1
 JZ2221* NAVD 88 ORTHO HEIGHT -   185.164 (meters)      607.49  (feet) ADJUSTED
 JZ2221  ______________________________________________________________________
 JZ2221  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 JZ2221  DYNAMIC HEIGHT  -        185.050 (meters)      607.12  (feet) COMP
 JZ2221  MODELED GRAVITY -    980,007.9   (mgal)                       NAVD 88
 JZ2221
 JZ2221  VERT ORDER      -  SECOND    CLASS 0
 JZ2221
 JZ2221.The horizontal coordinates were determined by differentially corrected
 JZ2221.hand held GPS observations or other comparable positioning techniques
 JZ2221.and have an estimated accuracy of +/- 3 meters.
 JZ2221
 JZ2221.The orthometric height was determined by differential leveling and
 JZ2221.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2221.in June 1991.
 JZ2221
 JZ2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2221.GEOID18 height accuracy estimate available here.
 JZ2221
 JZ2221.Click photographs - Photos may exist for this station.
 JZ2221
 JZ2221.The dynamic height is computed by dividing the NAVD 88
 JZ2221.geopotential number by the normal gravity value computed on the
 JZ2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2221.degrees latitude (g = 980.6199 gals.).
 JZ2221
 JZ2221.The modeled gravity was interpolated from observed gravity values.
 JZ2221
 JZ2221;                    North         East    Units  Estimated Accuracy
 JZ2221;SPC IN E     -   431,550.4      78,066.7     MT  (+/- 3 meters HH1 GPS) 
 JZ2221
 JZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9331132349(NAD 83)
 JZ2221
 JZ2221                          SUPERSEDED SURVEY CONTROL
 JZ2221
 JZ2221  NGVD 29 (??/??/92)  185.287  (m)          607.90   (f) ADJ UNCH    2 0
 JZ2221
 JZ2221.Superseded values are not recommended for survey control.
 JZ2221
 JZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2221.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2221
 JZ2221_MARKER: DD = SURVEY DISK
 JZ2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2221_STAMPING: TT 48 RCD 1946
 JZ2221_MARK LOGO: USGS
 JZ2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2221+STABILITY: SURFACE MOTION
 JZ2221
 JZ2221  HISTORY     - Date     Condition        Report By
 JZ2221  HISTORY     - 1946     MONUMENTED       USGS
 JZ2221  HISTORY     - 1947     GOOD             CGS
 JZ2221
 JZ2221                          STATION DESCRIPTION
 JZ2221
 JZ2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2221'5.2 MI S FROM COLUMBUS.
 JZ2221'ABOUT 4.05 MILES SOUTH ALONG ALTERNATE U.S. HIGHWAY 31 FROM THE
 JZ2221'COURT HOUSE AT COLUMBUS, THENCE ABOUT 0.1 MILE WEST AND 1.0
 JZ2221'MILE SOUTH ALONG A BLACK TOP ROAD, AT THE SOUTHEAST CORNER OF THE
 JZ2221'COLUMBUS MUNICIPAL AIRPORT AND AT A TURN IN THE BLACK TOP ROAD
 JZ2221'WITH TANGENTS EXTENDING NORTH AND WEST AND A GRAVEL ROAD EAST,
 JZ2221'19 FEET NORTH OF THE CENTER LINE OF THE WEST TANGENT OF THE
 JZ2221'ROAD AND THE PROLONGED CENTER LINE OF THE ROAD EAST, 68 FEET WEST
 JZ2221'OF THE CENTER LINE OF THE NORTH TANGENT OF THE ROAD, 21 FEET
 JZ2221'WEST OF THE FENCE CORNER, 2.5 FEET SOUTH OF THE FENCE LINE, 2
 JZ2221'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 JZ2221'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ2221'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0217 ***********************************************************************
 JA0217  DESIGNATION -  TT 48 T USG
 JA0217  PID         -  JA0217
 JA0217  STATE/COUNTY-  IN/WASHINGTON
 JA0217  COUNTRY     -  US
 JA0217  USGS QUAD   -  SALEM (2019)
 JA0217
 JA0217                         *CURRENT SURVEY CONTROL
 JA0217  ______________________________________________________________________
 JA0217* NAD 83(1986) POSITION- 38 35 53.82   (N) 086 01 28.29   (W)   HD_HELD1
 JA0217* NAVD 88 ORTHO HEIGHT -   264.948 (meters)      869.25  (feet) ADJUSTED
 JA0217  ______________________________________________________________________
 JA0217  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 JA0217  DYNAMIC HEIGHT  -        264.769 (meters)      868.66  (feet) COMP
 JA0217  MODELED GRAVITY -    979,946.7   (mgal)                       NAVD 88
 JA0217
 JA0217  VERT ORDER      -  FIRST     CLASS II
 JA0217
 JA0217.The horizontal coordinates were determined by differentially corrected
 JA0217.hand held GPS observations or other comparable positioning techniques
 JA0217.and have an estimated accuracy of +/- 3 meters.
 JA0217
 JA0217.The orthometric height was determined by differential leveling and
 JA0217.adjusted by the NATIONAL GEODETIC SURVEY
 JA0217.in June 1991.
 JA0217
 JA0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0217.GEOID18 height accuracy estimate available here.
 JA0217
 JA0217.Click photographs - Photos may exist for this station.
 JA0217
 JA0217.The dynamic height is computed by dividing the NAVD 88
 JA0217.geopotential number by the normal gravity value computed on the
 JA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0217.degrees latitude (g = 980.6199 gals.).
 JA0217
 JA0217.The modeled gravity was interpolated from observed gravity values.
 JA0217
 JA0217;                    North         East    Units  Estimated Accuracy
 JA0217;SPC IN E     -   371,963.3      68,826.5     MT  (+/- 3 meters HH1 GPS) 
 JA0217
 JA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8494472650(NAD 83)
 JA0217
 JA0217                          SUPERSEDED SURVEY CONTROL
 JA0217
 JA0217  NGVD 29 (??/??/92)  265.06   (m)          869.6    (f) COMPUTED    1 2
 JA0217
 JA0217.Superseded values are not recommended for survey control.
 JA0217
 JA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0217.See file dsdata.pdf to determine how the superseded data were derived.
 JA0217
 JA0217_MARKER: DD = SURVEY DISK
 JA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0217_STAMPING: TT 48 T 869 1943
 JA0217_MARK LOGO: USGS
 JA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0217+STABILITY: SURFACE MOTION
 JA0217
 JA0217  HISTORY     - Date     Condition        Report By
 JA0217  HISTORY     - 1943     MONUMENTED       USGS
 JA0217  HISTORY     - 1949     GOOD             CGS
 JA0217  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0217
 JA0217                          STATION DESCRIPTION
 JA0217
 JA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0217'4.6 MI SE FROM SALEM.
 JA0217'ABOUT 4.55 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0217'LOUISVILLE RAILWAY FROM THE STATION AT SALEM, AT HARRISTOWN, AT A
 JA0217'BLACK TOP ROAD CROSSING, 64 FEET NORTH-NORTHWEST OF THE CENTER OF
 JA0217'THE CROSSING, 24 FEET WEST OF THE CENTER LINE OF THE BLACK TOP
 JA0217'ROAD CROSSING, 12.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 10
 JA0217'FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH-SOUTHWEST OF A
 JA0217'POWER LINE POLE 461-019, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JA0217'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 JA0217'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0217
 JA0217                          STATION RECOVERY (2023)
 JA0217
 JA0217'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0513 ***********************************************************************
 HA0513  DESIGNATION -  TT 5 TDA
 HA0513  PID         -  HA0513
 HA0513  STATE/COUNTY-  IN/PERRY
 HA0513  COUNTRY     -  US
 HA0513  USGS QUAD   -  CANNELTON (2019)
 HA0513
 HA0513                         *CURRENT SURVEY CONTROL
 HA0513  ______________________________________________________________________
 HA0513* NAD 83(1986) POSITION- 37 56 25.58   (N) 086 38 49.34   (W)   HD_HELD1
 HA0513* NAVD 88 ORTHO HEIGHT -   126.635 (meters)      415.47  (feet) ADJUSTED
 HA0513  ______________________________________________________________________
 HA0513  GEOID HEIGHT    -        -32.184 (meters)                     GEOID18
 HA0513  DYNAMIC HEIGHT  -        126.545 (meters)      415.17  (feet) COMP
 HA0513  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 HA0513
 HA0513  VERT ORDER      -  FIRST     CLASS II
 HA0513
 HA0513.The horizontal coordinates were determined by differentially corrected
 HA0513.hand held GPS observations or other comparable positioning techniques
 HA0513.and have an estimated accuracy of +/- 3 meters.
 HA0513
 HA0513.The orthometric height was determined by differential leveling and
 HA0513.adjusted by the NATIONAL GEODETIC SURVEY
 HA0513.in June 1991.
 HA0513
 HA0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0513.GEOID18 height accuracy estimate available here.
 HA0513
 HA0513.Click photographs - Photos may exist for this station.
 HA0513
 HA0513.The dynamic height is computed by dividing the NAVD 88
 HA0513.geopotential number by the normal gravity value computed on the
 HA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0513.degrees latitude (g = 980.6199 gals.).
 HA0513
 HA0513.The modeled gravity was interpolated from observed gravity values.
 HA0513
 HA0513;                    North         East    Units  Estimated Accuracy
 HA0513;SPC IN W     -   298,973.0     938,350.6     MT  (+/- 3 meters HH1 GPS) 
 HA0513
 HA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3101499265(NAD 83)
 HA0513
 HA0513                          SUPERSEDED SURVEY CONTROL
 HA0513
 HA0513  NGVD 29 (??/??/92)  126.742  (m)          415.82   (f) ADJ UNCH    1 2
 HA0513
 HA0513.Superseded values are not recommended for survey control.
 HA0513
 HA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0513.See file dsdata.pdf to determine how the superseded data were derived.
 HA0513
 HA0513_MARKER: DB = BENCH MARK DISK
 HA0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0513_STAMPING: TT 5 TDA 1945 417
 HA0513_MARK LOGO: USGS
 HA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0513+STABILITY: SURFACE MOTION
 HA0513
 HA0513  HISTORY     - Date     Condition        Report By
 HA0513  HISTORY     - 1945     MONUMENTED       USGS
 HA0513  HISTORY     - 1965     GOOD             CGS
 HA0513  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0513
 HA0513                          STATION DESCRIPTION
 HA0513
 HA0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0513'7.8 MI NE FROM CANNELTON.
 HA0513'ABOUT 7.85 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0513'COUNTY COURTHOUSE AT CANNELTON, OR ABOUT 0.8 MILE NORTHWEST
 HA0513'ALONG A PAVED ROAD FROM THE SCHOOL HOUSE AT ROME, THENCE 7.3
 HA0513'MILES WEST ALONG STATE HIGHWAY 66, 39 FEET NORTH OF THE CENTER
 HA0513'LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF THE CENTER LINE OF A
 HA0513'GRAVELED ROAD, 97 FEET SOUTHEAST AND ACROSS THE GRAVELED ROAD
 HA0513'FROM THE SOUTH CORNER OF THE CHARLES E. HANKS FARMHOUSE, 18 FEET
 HA0513'EAST OF A LARGE 24-INCH MAPLE TREE, 2 FEET NORTHWEST OF AN
 HA0513'ELECTRIC FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE GRAVELED
 HA0513'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HA0513
 HA0513                          STATION RECOVERY (2023)
 HA0513
 HA0513'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0513'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1062 ***********************************************************************
 HA1062  DESIGNATION -  TT 5 TWC
 HA1062  PID         -  HA1062
 HA1062  STATE/COUNTY-  IN/POSEY
 HA1062  COUNTRY     -  US
 HA1062  USGS QUAD   -  UNIONTOWN (2019)
 HA1062
 HA1062                         *CURRENT SURVEY CONTROL
 HA1062  ______________________________________________________________________
 HA1062* NAD 83(1986) POSITION- 37 48 41.58   (N) 087 57 24.44   (W)   HD_HELD1
 HA1062* NAVD 88 ORTHO HEIGHT -   111.897 (meters)      367.12  (feet) ADJUSTED
 HA1062  ______________________________________________________________________
 HA1062  GEOID HEIGHT    -        -30.297 (meters)                     GEOID18
 HA1062  DYNAMIC HEIGHT  -        111.820 (meters)      366.86  (feet) COMP
 HA1062  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 HA1062
 HA1062  VERT ORDER      -  FIRST     CLASS II
 HA1062
 HA1062.The horizontal coordinates were determined by differentially corrected
 HA1062.hand held GPS observations or other comparable positioning techniques
 HA1062.and have an estimated accuracy of +/- 3 meters.
 HA1062
 HA1062.The orthometric height was determined by differential leveling and
 HA1062.adjusted by the NATIONAL GEODETIC SURVEY
 HA1062.in June 1991.
 HA1062
 HA1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1062.GEOID18 height accuracy estimate available here.
 HA1062
 HA1062.Click photographs - Photos may exist for this station.
 HA1062
 HA1062.The dynamic height is computed by dividing the NAVD 88
 HA1062.geopotential number by the normal gravity value computed on the
 HA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1062.degrees latitude (g = 980.6199 gals.).
 HA1062
 HA1062.The modeled gravity was interpolated from observed gravity values.
 HA1062
 HA1062;                    North         East    Units  Estimated Accuracy
 HA1062;SPC IN W     -   284,937.2     823,088.2     MT  (+/- 3 meters HH1 GPS) 
 HA1062
 HA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1578185337(NAD 83)
 HA1062
 HA1062                          SUPERSEDED SURVEY CONTROL
 HA1062
 HA1062  NGVD 29 (??/??/92)  112.001  (m)          367.46   (f) ADJ UNCH    1 2
 HA1062
 HA1062.Superseded values are not recommended for survey control.
 HA1062
 HA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1062.See file dsdata.pdf to determine how the superseded data were derived.
 HA1062
 HA1062_MARKER: DD = SURVEY DISK
 HA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1062_STAMPING: TT 5 TWC 1951
 HA1062_MARK LOGO: USGS
 HA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1062+STABILITY: SURFACE MOTION
 HA1062
 HA1062  HISTORY     - Date     Condition        Report By
 HA1062  HISTORY     - 1951     MONUMENTED       USGS
 HA1062  HISTORY     - 1965     GOOD             CGS
 HA1062  HISTORY     - 1988     GOOD             USPSQD
 HA1062
 HA1062                          STATION DESCRIPTION
 HA1062
 HA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1062'1 MI S FROM HOVEY LAKE.
 HA1062'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA1062'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION 23,
 HA1062'T 8 S, R 14 W, ABOUT 125 FEET SOUTHEAST OF A BEND IN A CURVE,
 HA1062'17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET
 HA1062'NORTHEAST OF POWER POLE NUMBER 64-159 WHICH IS BRACED BY A GUY
 HA1062'WIRE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HA1062'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HA1062'POST PROJECTING 5 INCHES.
 HA1062
 HA1062                          STATION RECOVERY (1988)
 HA1062
 HA1062'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1779 ***********************************************************************
 JA1779  DESIGNATION -  TT 57 DWP
 JA1779  PID         -  JA1779
 JA1779  STATE/COUNTY-  IN/WASHINGTON
 JA1779  COUNTRY     -  US
 JA1779  USGS QUAD   -  HARDINSBURG (2019)
 JA1779
 JA1779                         *CURRENT SURVEY CONTROL
 JA1779  ______________________________________________________________________
 JA1779* NAD 83(1997) POSITION- 38 25 24.78282(N) 086 15 43.56313(W)   ADJUSTED
 JA1779* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 JA1779  ______________________________________________________________________
 JA1779  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 JA1779  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 JA1779  HORZ ORDER      -  SECOND
 JA1779
 JA1779.The horizontal coordinates were established by classical geodetic methods
 JA1779.and adjusted by the National Geodetic Survey in May 1999.
 JA1779
 JA1779.The orthometric height was scaled from a topographic map.
 JA1779
 JA1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1779.GEOID18 height accuracy estimate available here.
 JA1779
 JA1779.Click photographs - Photos may exist for this station.
 JA1779
 JA1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1779
 JA1779. The following values were computed from the NAD 83(1997) position.
 JA1779
 JA1779;                    North         East     Units Scale Factor Converg.
 JA1779;SPC IN E     -   352,674.711    48,005.291   MT  0.99999995   -0 22 12.2
 JA1779;SPC IN E     - 1,157,066.95    157,497.36   sFT  0.99999995   -0 22 12.2
 JA1779;UTM  16      - 4,253,068.334   564,411.596   MT  0.99965109   +0 27 31.0
 JA1779
 JA1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1779!SPC IN E     -   0.99996746  x   0.99999995  =   0.99996741
 JA1779!UTM  16      -   0.99996746  x   0.99965109  =   0.99961856
 JA1779
 JA1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6441153068(NAD 83)
 JA1779
 JA1779                          SUPERSEDED SURVEY CONTROL
 JA1779
 JA1779  NAD 83(1993)-  38 25 24.78613(N)    086 15 43.56532(W) AD(       ) 2
 JA1779  NAD 83(1986)-  38 25 24.78791(N)    086 15 43.56822(W) AD(       ) 2
 JA1779  NAD 27      -  38 25 24.57100(N)    086 15 43.64100(W) AD(       ) 2
 JA1779
 JA1779.Superseded values are not recommended for survey control.
 JA1779
 JA1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1779.See file dsdata.pdf to determine how the superseded data were derived.
 JA1779
 JA1779_MARKER: DD = SURVEY DISK
 JA1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1779_STAMPING: TT 57 DWP 1946
 JA1779_MARK LOGO: USGS
 JA1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1779+STABILITY: SURFACE MOTION
 JA1779
 JA1779  HISTORY     - Date     Condition        Report By
 JA1779  HISTORY     - 1946     MONUMENTED       USGS
 JA1779
 JA1779                          STATION DESCRIPTION
 JA1779
 JA1779'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DWP)
 JA1779'THIS IS A TRAVERSE STATION.
 JA1779'
 JA1779'THIS STATION IS 2.0 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 66
 JA1779'AND U.S. HIGHWAY 150 WHICH JUNCTION IS 0.2 MILE EAST OF
 JA1779'HARDINSBURG. IT IS ON THE TOP OF THE TIMBERED DIVIDE EAST OF HONEY
 JA1779'CREEK, 24 FEET WEST OF THE CENTERLINE OF HIGHWAY 66, AND 5.5
 JA1779'FEET EAST OF A POWERLINE POLE WITH P.B.M. PAINTED ON IT.
 JA1779'
 JA1779'A TRAVERSE CONNECTION WAS MEASURED TO TRIANGULATION STATION HONEY,
 JA1779'DISTANCE BEING 81.70 FEET, 24.910 METERS, EAST OF STATION HONEY.
 JA1779'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK WHICH IS STAMPED
 JA1779'TT 57 DWP 1946 AND IS SET IN A CONCRETE POST WHICH PROJECTS 4
 JA1779'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0778 ***********************************************************************
 JA0778  DESIGNATION -  TT 60=PBM 60 BRWE
 JA0778  PID         -  JA0778
 JA0778  STATE/COUNTY-  IN/LAWRENCE
 JA0778  COUNTRY     -  US
 JA0778  USGS QUAD   -  BEDFORD WEST (2019)
 JA0778
 JA0778                         *CURRENT SURVEY CONTROL
 JA0778  ______________________________________________________________________
 JA0778* NAD 83(1986) POSITION- 38 49 35.     (N) 086 30 39.     (W)   SCALED
 JA0778* NAVD 88 ORTHO HEIGHT -   157.141 (meters)      515.55  (feet) ADJUSTED
 JA0778  ______________________________________________________________________
 JA0778  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 JA0778  DYNAMIC HEIGHT  -        157.042 (meters)      515.23  (feet) COMP
 JA0778  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 JA0778
 JA0778  VERT ORDER      -  FIRST     CLASS II
 JA0778
 JA0778.The horizontal coordinates were scaled from a map and have
 JA0778.an estimated accuracy of +/- 6 seconds.
 JA0778
 JA0778.The orthometric height was determined by differential leveling and
 JA0778.adjusted by the NATIONAL GEODETIC SURVEY
 JA0778.in June 1991.
 JA0778
 JA0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0778.GEOID18 height accuracy estimate available here.
 JA0778
 JA0778.Click photographs - Photos may exist for this station.
 JA0778
 JA0778.The dynamic height is computed by dividing the NAVD 88
 JA0778.geopotential number by the normal gravity value computed on the
 JA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0778.degrees latitude (g = 980.6199 gals.).
 JA0778
 JA0778.The modeled gravity was interpolated from observed gravity values.
 JA0778
 JA0778;                    North         East    Units  Estimated Accuracy
 JA0778;SPC IN W     -   397,380.      949,710.      MT  (+/- 180 meters Scaled)
 JA0778
 JA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH424976(NAD 83)
 JA0778
 JA0778                          SUPERSEDED SURVEY CONTROL
 JA0778
 JA0778  NGVD 29 (??/??/92)  157.256  (m)          515.93   (f) ADJ UNCH    1 2
 JA0778
 JA0778.Superseded values are not recommended for survey control.
 JA0778
 JA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0778.See file dsdata.pdf to determine how the superseded data were derived.
 JA0778
 JA0778_MARKER: DD = SURVEY DISK
 JA0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0778_SP_SET: BRIDGE
 JA0778_STAMPING: PBM 60 60
 JA0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0778
 JA0778  HISTORY     - Date     Condition        Report By
 JA0778  HISTORY     - UNK      MONUMENTED       BRWE
 JA0778  HISTORY     - 1949     GOOD             CGS
 JA0778
 JA0778                          STATION DESCRIPTION
 JA0778
 JA0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0778'3.3 MI SW FROM BEDFORD.
 JA0778'ABOUT 3.3 MILES SOUTHWEST ALONG HIGHWAY 50 FROM THE CITY HALL AT
 JA0778'BEDFORD, SET IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF
 JA0778'THE HIGHWAY BRIDGE OVER WHITE RIVER, 15 FEET SOUTHEAST OF THE
 JA0778'CENTER LINE OF HIGHWAY 50, 1 FOOT NORTHWEST OF THE SOUTHEAST END
 JA0778'OF THE ABUTMENT AND ABOUT 4 FEET BELOW THE LEVEL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0054 ***********************************************************************
 JA0054  DESIGNATION -  TT 62=PBM 62
 JA0054  PID         -  JA0054
 JA0054  STATE/COUNTY-  IN/LAWRENCE
 JA0054  COUNTRY     -  US
 JA0054  USGS QUAD   -  BEDFORD EAST (2019)
 JA0054
 JA0054                         *CURRENT SURVEY CONTROL
 JA0054  ______________________________________________________________________
 JA0054* NAD 83(1986) POSITION- 38 47 22.     (N) 086 29 52.     (W)   SCALED
 JA0054* NAVD 88 ORTHO HEIGHT -   179.602 (meters)      589.24  (feet) ADJUSTED
 JA0054  ______________________________________________________________________
 JA0054  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 JA0054  DYNAMIC HEIGHT  -        179.487 (meters)      588.87  (feet) COMP
 JA0054  MODELED GRAVITY -    979,987.9   (mgal)                       NAVD 88
 JA0054
 JA0054  VERT ORDER      -  SECOND    CLASS 0
 JA0054
 JA0054.The horizontal coordinates were scaled from a map and have
 JA0054.an estimated accuracy of +/- 6 seconds.
 JA0054
 JA0054.The orthometric height was determined by differential leveling and
 JA0054.adjusted by the NATIONAL GEODETIC SURVEY
 JA0054.in June 1991.
 JA0054
 JA0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0054.GEOID18 height accuracy estimate available here.
 JA0054
 JA0054.Click photographs - Photos may exist for this station.
 JA0054
 JA0054.The dynamic height is computed by dividing the NAVD 88
 JA0054.geopotential number by the normal gravity value computed on the
 JA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0054.degrees latitude (g = 980.6199 gals.).
 JA0054
 JA0054.The modeled gravity was interpolated from observed gravity values.
 JA0054
 JA0054;                    North         East    Units  Estimated Accuracy
 JA0054;SPC IN W     -   393,290.      950,870.      MT  (+/- 180 meters Scaled)
 JA0054
 JA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH436935(NAD 83)
 JA0054
 JA0054                          SUPERSEDED SURVEY CONTROL
 JA0054
 JA0054  NGVD 29 (??/??/??)  179.70   (m)          589.6    (f) RESET       3  
 JA0054
 JA0054.Superseded values are not recommended for survey control.
 JA0054
 JA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0054.See file dsdata.pdf to determine how the superseded data were derived.
 JA0054
 JA0054_MARKER: DD = SURVEY DISK
 JA0054_SETTING: 66 = SET IN ROCK OUTCROP
 JA0054_STAMPING: P 62 T 62
 JA0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0054+STABILITY: POSITION/ELEVATION WELL
 JA0054
 JA0054  HISTORY     - Date     Condition        Report By
 JA0054  HISTORY     - UNK      MONUMENTED       BRWE
 JA0054  HISTORY     - 1949     MARK NOT FOUND   CGS
 JA0054
 JA0054                          STATION DESCRIPTION
 JA0054
 JA0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0054'AT YOCKEY.
 JA0054'AT YOCKEY, LAWRENCE COUNTY, AT THE CHICAGO, INDIANAPOLIS AND
 JA0054'LOUISVILLE RAILROAD STATION, AT A COUNTY-ROAD CROSSING, 80 FEET
 JA0054'EAST OF THE TRACK, 15 FEET NORTH OF THE COUNTY ROAD, AND IN THE
 JA0054'LEDGE OF A ROCK OUTCROP.  A BROCK AND WEYMOUTH STANDARD DISK,
 JA0054'STAMPED P 62 T 62.  NOTE-- EXSTENSIVE DIGGING WAS UNDERTAKEN IN
 JA0054'THE DESCRIBED LOCATION AND SEVERAL ROCKS OF THE DESCRIBED OUTCROP
 JA0054'WERE FOUND AND TWO MEN WERE CONTACTED THAT REMEMBERED THE DISK
 JA0054'AND BELIEVED THAT THE ROCK IT WAS IN WAS UNCOVERED BY THE DIGGING
 JA0054'BUT THE DISK WAS NEVER LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1660 ***********************************************************************
 MD1660  DESIGNATION -  TT 63
 MD1660  PID         -  MD1660
 MD1660  STATE/COUNTY-  IN/KOSCIUSKO
 MD1660  COUNTRY     -  US
 MD1660  USGS QUAD   -  SILVER LAKE (2019)
 MD1660
 MD1660                         *CURRENT SURVEY CONTROL
 MD1660  ______________________________________________________________________
 MD1660* NAD 83(1997) POSITION- 41 05 57.25629(N) 085 53 34.11577(W)   ADJUSTED
 MD1660* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 MD1660  ______________________________________________________________________
 MD1660  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 MD1660  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 MD1660  HORZ ORDER      -  SECOND
 MD1660
 MD1660.The horizontal coordinates were established by classical geodetic methods
 MD1660.and adjusted by the National Geodetic Survey in May 1999.
 MD1660
 MD1660.The orthometric height was scaled from a topographic map.
 MD1660
 MD1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1660.GEOID18 height accuracy estimate available here.
 MD1660
 MD1660.Click photographs - Photos may exist for this station.
 MD1660
 MD1660.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1660
 MD1660. The following values were computed from the NAD 83(1997) position.
 MD1660
 MD1660;                    North         East     Units Scale Factor Converg.
 MD1660;SPC IN E     -   649,603.321    81,002.587   MT  0.99997111   -0 08 55.2
 MD1660;SPC IN E     - 2,131,240.23    265,755.99   sFT  0.99997111   -0 08 55.2
 MD1660;UTM  16      - 4,550,364.086   592,977.374   MT  0.99970639   +0 43 40.4
 MD1660
 MD1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1660!SPC IN E     -   0.99996170  x   0.99997111  =   0.99993281
 MD1660!UTM  16      -   0.99996170  x   0.99970639  =   0.99966810
 MD1660
 MD1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9297750364(NAD 83)
 MD1660
 MD1660                          SUPERSEDED SURVEY CONTROL
 MD1660
 MD1660  NAD 83(1986)-  41 05 57.26042(N)    085 53 34.12630(W) AD(       ) 2
 MD1660  NAD 27      -  41 05 57.10080(N)    085 53 34.15590(W) AD(       ) 2
 MD1660
 MD1660.Superseded values are not recommended for survey control.
 MD1660
 MD1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1660.See file dsdata.pdf to determine how the superseded data were derived.
 MD1660
 MD1660_MARKER: DD = SURVEY DISK
 MD1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1660_STAMPING: TT 63 RCD 1946
 MD1660_MARK LOGO: USGS
 MD1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1660+STABILITY: SURFACE MOTION
 MD1660
 MD1660  HISTORY     - Date     Condition        Report By
 MD1660  HISTORY     - 1946     MONUMENTED       USGS
 MD1660  HISTORY     - 1986     GOOD             USPSQD
 MD1660
 MD1660                          STATION DESCRIPTION
 MD1660
 MD1660'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCD)
 MD1660'THIS IS A TRAVERSE STATION.
 MD1660'
 MD1660'STATION IS LOCATED ABOUT 2 MILES NORTH OF SILVER LAKE ON LAND OWNED
 MD1660'BY LELAND KINSEY.  IT IS
 MD1660'27 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15.  THE MARK IS AN 8
 MD1660'BY 8 INCH CONCRETE POST, FLUSH WITH
 MD1660'THE GROUND, WITH A STANDARD USGS BRONZE DISK STAMPED TT 63
 MD1660'RCD 1946.
 MD1660'
 MD1660'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SILVER AND
 MD1660'THE DISTANCE A TRAVERSE
 MD1660'CONNECTION WAS MADE FROM TRIANGULATION STATION SILVER AND THE
 MD1660'DISTANCE FOUND TO BE 23.16
 MD1660'FEET (7.059 METERS).
 MD1660'
 MD1660'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND
 MD1660'15 IN SILVER LAKE, GO NORTH
 MD1660'ON HIGHWAY 15 FOR 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1660
 MD1660                          STATION RECOVERY (1986)
 MD1660
 MD1660'RECOVERY NOTE BY US POWER SQUADRON 1986 (TCR)
 MD1660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2037 ***********************************************************************
 HZ2037  DESIGNATION -  TT 63 D
 HZ2037  PID         -  HZ2037
 HZ2037  STATE/COUNTY-  IN/CLARK
 HZ2037  COUNTRY     -  US
 HZ2037  USGS QUAD   -  BETHLEHEM (2019)
 HZ2037
 HZ2037                         *CURRENT SURVEY CONTROL
 HZ2037  ______________________________________________________________________
 HZ2037* NAD 83(1997) POSITION- 38 34 47.09505(N) 085 26 37.08788(W)   ADJUSTED
 HZ2037* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 HZ2037  ______________________________________________________________________
 HZ2037  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 HZ2037  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 HZ2037  HORZ ORDER      -  SECOND
 HZ2037
 HZ2037.The horizontal coordinates were established by classical geodetic methods
 HZ2037.and adjusted by the National Geodetic Survey in May 1999.
 HZ2037
 HZ2037.The orthometric height was scaled from a topographic map.
 HZ2037
 HZ2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2037.GEOID18 height accuracy estimate available here.
 HZ2037
 HZ2037.Click photographs - Photos may exist for this station.
 HZ2037
 HZ2037.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2037
 HZ2037. The following values were computed from the NAD 83(1997) position.
 HZ2037
 HZ2037;                    North         East     Units Scale Factor Converg.
 HZ2037;SPC IN E     -   369,868.709   119,433.516   MT  0.99997132   +0 08 20.7
 HZ2037;SPC IN E     - 1,213,477.59    391,841.46   sFT  0.99997132   +0 08 20.7
 HZ2037;SPC KY1Z     - 1,249,363.808 1,526,694.952   MT  0.99998021   +0 11 17.1
 HZ2037;SPC KY1Z     - 4,098,954.43  5,008,831.69   sFT  0.99998021   +0 11 17.1
 HZ2037;SPC KY N     -   120,523.559   395,997.435   MT  0.99996400   -0 44 33.1
 HZ2037;SPC KY N     -   395,417.71  1,299,201.58   sFT  0.99996400   -0 44 33.1
 HZ2037;UTM  16      - 4,271,290.875   635,565.651   MT  0.99982632   +0 58 14.5
 HZ2037
 HZ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2037!SPC IN E     -   0.99996735  x   0.99997132  =   0.99993867
 HZ2037!SPC KY1Z     -   0.99996735  x   0.99998021  =   0.99994756
 HZ2037!SPC KY N     -   0.99996735  x   0.99996400  =   0.99993135
 HZ2037!UTM  16      -   0.99996735  x   0.99982632  =   0.99979368
 HZ2037
 HZ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3556571290(NAD 83)
 HZ2037
 HZ2037                          SUPERSEDED SURVEY CONTROL
 HZ2037
 HZ2037  NAD 83(1995)-  38 34 47.09527(N)    085 26 37.08726(W) AD(       ) 2
 HZ2037  NAD 83(1993)-  38 34 47.09527(N)    085 26 37.08737(W) AD(       ) 2
 HZ2037  NAD 83(1986)-  38 34 47.09772(N)    085 26 37.09423(W) AD(       ) 2
 HZ2037  NAD 27      -  38 34 46.87500(N)    085 26 37.24500(W) AD(       ) 2
 HZ2037
 HZ2037.Superseded values are not recommended for survey control.
 HZ2037
 HZ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2037.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2037
 HZ2037_MARKER: DD = SURVEY DISK
 HZ2037_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2037_STAMPING: TT 63 D 1937
 HZ2037_MARK LOGO: USGS
 HZ2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2037
 HZ2037  HISTORY     - Date     Condition        Report By
 HZ2037  HISTORY     - 1937     MONUMENTED       USGS
 HZ2037  HISTORY     - 1947     GOOD             CGS
 HZ2037
 HZ2037                          STATION DESCRIPTION
 HZ2037
 HZ2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2037'THIS IS A TRAVERSE STATION.
 HZ2037'
 HZ2037'THE STATION IS LOCATED 9.25 MILES SOUTH OF HANOVER, 3 MILES
 HZ2037'NORTH-NORTHWEST OF BETHLEHEM, AND ON LAND OWNED BY J.C.  PALMER.
 HZ2037'IT IS LOCATED IN THE NORTHEAST CORNER OF PASTURE LAND, 0.3 MILE NORTH
 HZ2037'OF THE PALMER FARM HOUSE, 25 FT. N. OF THE INTERSECTION OF THE
 HZ2037'MAIN NORTH AND SOUTH ROAD AND A ROAD TO THE WEST. THE MARK IS A
 HZ2037'PRECAST CONCRETE MARKER WITH A STANDARD BRONZE U.S.G.S.
 HZ2037'DISK. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED TT 63 D
 HZ2037'1937.
 HZ2037'
 HZ2037'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PALMER. IT
 HZ2037'IS 96.029 METERS 315.06 FEET NORTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1054 ***********************************************************************
 HZ1054  DESIGNATION -  TT 64
 HZ1054  PID         -  HZ1054
 HZ1054  STATE/COUNTY-  IN/JEFFERSON
 HZ1054  COUNTRY     -  US
 HZ1054  USGS QUAD   -  MADISON WEST (2019)
 HZ1054
 HZ1054                         *CURRENT SURVEY CONTROL
 HZ1054  ______________________________________________________________________
 HZ1054* NAD 83(1986) POSITION- 38 44 09.99   (N) 085 22 33.18   (W)   HD_HELD1
 HZ1054* NAVD 88 ORTHO HEIGHT -   151.188 (meters)      496.02  (feet) ADJUSTED
 HZ1054  ______________________________________________________________________
 HZ1054  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 HZ1054  DYNAMIC HEIGHT  -        151.087 (meters)      495.69  (feet) COMP
 HZ1054  MODELED GRAVITY -    979,960.6   (mgal)                       NAVD 88
 HZ1054
 HZ1054  VERT ORDER      -  FIRST     CLASS II
 HZ1054
 HZ1054.The horizontal coordinates were determined by differentially corrected
 HZ1054.hand held GPS observations or other comparable positioning techniques
 HZ1054.and have an estimated accuracy of +/- 3 meters.
 HZ1054
 HZ1054.The orthometric height was determined by differential leveling and
 HZ1054.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1054.in June 1991.
 HZ1054
 HZ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1054.GEOID18 height accuracy estimate available here.
 HZ1054
 HZ1054.Click photographs - Photos may exist for this station.
 HZ1054
 HZ1054.The dynamic height is computed by dividing the NAVD 88
 HZ1054.geopotential number by the normal gravity value computed on the
 HZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1054.degrees latitude (g = 980.6199 gals.).
 HZ1054
 HZ1054.The modeled gravity was interpolated from observed gravity values.
 HZ1054
 HZ1054;                    North         East    Units  Estimated Accuracy
 HZ1054;SPC IN E     -   387,242.0     125,282.0     MT  (+/- 3 meters HH1 GPS) 
 HZ1054
 HZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4116088744(NAD 83)
 HZ1054
 HZ1054                          SUPERSEDED SURVEY CONTROL
 HZ1054
 HZ1054  NGVD 29 (??/??/92)  151.352  (m)          496.56   (f) ADJ UNCH    1 2
 HZ1054
 HZ1054.Superseded values are not recommended for survey control.
 HZ1054
 HZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1054.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1054
 HZ1054_MARKER: DB = BENCH MARK DISK
 HZ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1054_STAMPING: TT 64 T 1937 496
 HZ1054_MARK LOGO: USGS
 HZ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1054+STABILITY: SURFACE MOTION
 HZ1054
 HZ1054  HISTORY     - Date     Condition        Report By
 HZ1054  HISTORY     - 1937     MONUMENTED       USGS
 HZ1054  HISTORY     - 1965     GOOD             CGS
 HZ1054  HISTORY     - 20070510 GOOD             GEOCAC
 HZ1054
 HZ1054                          STATION DESCRIPTION
 HZ1054
 HZ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1054'AT MADISON.
 HZ1054'AT MADISON, IN SECTION 2, T 3 N, R 10 E, IN THE SOUTHWEST CORNER
 HZ1054'OF THE INTERSECTION OF MAIN AND WALNUT STREETS, IN THE NORTHEAST
 HZ1054'CORNER OF THE JEFFERSON COUNTY COURTHOUSE LAWN, 204 FEET EAST
 HZ1054'OF THE NORTHEAST CORNER OF THE COURTHOUSE, 27 FEET SOUTH OF THE
 HZ1054'SOUTH CURB OF MAIN STREET 15 FEET WEST OF THE WEST CURB OF
 HZ1054'WALNUT STREET, 38 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HZ1054'A CIVIL WAR MONUMENT, 34 FEET EAST OF A FLAG POLE, ABOUT 1 1/2
 HZ1054'FEET ABOVE THE LEVEL OF THE STREETS, AND SET IN THE TOP OF A
 HZ1054'CONCRETE POST PROJECTING 2 INCHES.
 HZ1054
 HZ1054                          STATION RECOVERY (2007)
 HZ1054
 HZ1054'RECOVERY NOTE BY GEOCACHING 2007 (APC)
 HZ1054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1250 ***********************************************************************
 MD1250  DESIGNATION -  TT 67 RCD
 MD1250  PID         -  MD1250
 MD1250  STATE/COUNTY-  IN/KOSCIUSKO
 MD1250  COUNTRY     -  US
 MD1250  USGS QUAD   -  WARSAW (2019)
 MD1250
 MD1250                         *CURRENT SURVEY CONTROL
 MD1250  ______________________________________________________________________
 MD1250* NAD 83(1997) POSITION- 41 13 35.41281(N) 085 51 38.00064(W)   ADJUSTED
 MD1250* NAVD 88 ORTHO HEIGHT -   258.485 (meters)      848.05  (feet) ADJUSTED
 MD1250  ______________________________________________________________________
 MD1250  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 MD1250  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 MD1250  DYNAMIC HEIGHT  -        258.375 (meters)      847.69  (feet) COMP
 MD1250  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 MD1250
 MD1250  HORZ ORDER      -  SECOND
 MD1250  VERT ORDER      -  FIRST     CLASS I
 MD1250
 MD1250.The horizontal coordinates were established by classical geodetic methods
 MD1250.and adjusted by the National Geodetic Survey in May 1999.
 MD1250
 MD1250.The orthometric height was determined by differential leveling and
 MD1250.adjusted by the NATIONAL GEODETIC SURVEY
 MD1250.in June 1991.
 MD1250
 MD1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1250.GEOID18 height accuracy estimate available here.
 MD1250
 MD1250.Click photographs - Photos may exist for this station.
 MD1250
 MD1250.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1250
 MD1250.The dynamic height is computed by dividing the NAVD 88
 MD1250.geopotential number by the normal gravity value computed on the
 MD1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1250.degrees latitude (g = 980.6199 gals.).
 MD1250
 MD1250.The modeled gravity was interpolated from observed gravity values.
 MD1250
 MD1250. The following values were computed from the NAD 83(1997) position.
 MD1250
 MD1250;                    North         East     Units Scale Factor Converg.
 MD1250;SPC IN E     -   663,730.086    83,743.618   MT  0.99996992   -0 07 40.0
 MD1250;SPC IN E     - 2,177,587.79    274,748.85   sFT  0.99996992   -0 07 40.0
 MD1250;UTM  16      - 4,564,527.479   595,501.039   MT  0.99971225   +0 45 03.6
 MD1250
 MD1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1250!SPC IN E     -   0.99996473  x   0.99996992  =   0.99993465
 MD1250!UTM  16      -   0.99996473  x   0.99971225  =   0.99967699
 MD1250
 MD1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9550164527(NAD 83)
 MD1250
 MD1250                          SUPERSEDED SURVEY CONTROL
 MD1250
 MD1250  NAD 83(1986)-  41 13 35.41661(N)    085 51 38.01055(W) AD(       ) 2
 MD1250  NAD 27      -  41 13 35.25580(N)    085 51 38.03820(W) AD(       ) 2
 MD1250  NGVD 29 (??/??/92)  258.615  (m)          848.47   (f) ADJ UNCH    1 1
 MD1250  NGVD 29             258.62   (m)          848.5    (f) LEVELING    3  
 MD1250
 MD1250.Superseded values are not recommended for survey control.
 MD1250
 MD1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1250.See file dsdata.pdf to determine how the superseded data were derived.
 MD1250
 MD1250_MARKER: DB = BENCH MARK DISK
 MD1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1250_STAMPING: TT 67 RCD 1946
 MD1250_MARK LOGO: USGS
 MD1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1250+STABILITY: SURFACE MOTION
 MD1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1250+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 MD1250
 MD1250  HISTORY     - Date     Condition        Report By
 MD1250  HISTORY     - 1946     MONUMENTED       USGS
 MD1250  HISTORY     - 1947     GOOD             USGS
 MD1250  HISTORY     - 1968     GOOD             CGS
 MD1250  HISTORY     - 1968     GOOD             CGS
 MD1250  HISTORY     - 1984     GOOD             USPSQD
 MD1250  HISTORY     - 19920831 GOOD             NGS
 MD1250
 MD1250                          STATION DESCRIPTION
 MD1250
 MD1250'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (RCB)
 MD1250'THIS IS A TRAVERSE STATION.
 MD1250'
 MD1250'STATION IS LOCATED ABOUT 0.75 MILE SOUTH OF WARSAW ON THE WAYNE
 MD1250'CONSOLIDATED SCHOOL
 MD1250'GROUND.  IT IS 48 FEET SOUTH OF THE CENTER OF THE ROAD AND 2 FEET
 MD1250'WEST OF A FENCE.  A TRAVERSE CONNECTION
 MD1250'WAS MADE FROM TRIANGULATION STATION WARSAW AND THE DISTANCE WAS
 MD1250'FOUND TO BE 30.37 FEET (9.256 METERS)
 MD1250'NORTHEAST OF THE STATION.  THE MARK IS AN 8 BY 8 INCH
 MD1250'CONCRETE POST WITH A STANDARD USGS BM DISK STAMPED TT 67
 MD1250'RCD 1946.
 MD1250'
 MD1250'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW GO SOUTH ON SOUTH
 MD1250'BUFFALO STREET FOR 0.6 MILE TO A
 MD1250'FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO A CROSS ROAD, TURN RIGHT AND
 MD1250'GO 0.15 MILE TO SCHOOL ON THE LEFT
 MD1250'AND STATION AS DESCRIBED.
 MD1250
 MD1250                          STATION RECOVERY (1968)
 MD1250
 MD1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD1250'RECOVERED IN GOOD CONDITION.
 MD1250
 MD1250                          STATION RECOVERY (1968)
 MD1250
 MD1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1250'AT WARSAW.
 MD1250'AT WARSAW, ABOUT 0.7 MILE SOUTH ALONG SOUTH UNION STREET FROM THE
 MD1250'CROSSING OF THE PENN CENTRAL RAILROAD, 30.4 FEET NORTHEAST OF
 MD1250'TRIANGULATION STATION WARSAW DESCRIBED, 98 FEET EAST-NORTHEAST OF
 MD1250'THE NORTHEAST CORNER OF THE WASHINGTON SCHOOL, 47 1/2 FEET SOUTH
 MD1250'OF THE CENTER LINE OF KINCADE STREET, 2 1/2 FEET WEST OF A WHITE
 MD1250'WOODEN FENCE, 1 FOOT ABOVE THE LEVEL OF THE STREET AND SET IN THE
 MD1250'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE ABOVE
 MD1250'MARK WAS USED AS A REFERENCE MARK FOR TRI. STATION WARSAW.
 MD1250
 MD1250                          STATION RECOVERY (1984)
 MD1250
 MD1250'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 MD1250'TT 67 RCD 1946 SEC. 17, T 32 N, R 6 E FOUND GOOD.
 MD1250'
 MD1250'REVISED INFORMATION--AT WARSAW, ABOUT 0.7 MILE SOUTH ALONG SOUTH
 MD1250'UNION STREET FROM THE CROSSING OF THE AMTRAC RAILROAD, ABOUT 43 YARDS
 MD1250'NORTH-EAST OF THE NORTH EAST CORNER OF WASHINGTON SCHOOL, 49
 MD1250'FEET SOUTH OF THE CENTERLINE OF KINCADE STREET, 2.3 FEET WEST OF
 MD1250'A CHAIN LINK FENCE.  THE MARK IS SET IN AN 8 X 8 INCH CONCRETE
 MD1250'POST WITH A STANDARD USGS DISC ABOUT 1 FOOT ABOVE THE LEVEL OF
 MD1250'THE STREET AND FLUSH WITH THE GROUND.  THIS IS ALSO A REFERENCE
 MD1250'MARK FOR WARSAW, QSN 1037.
 MD1250
 MD1250                          STATION RECOVERY (1992)
 MD1250
 MD1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1250'IN WARSAW, AT THE INTERSECTION OF SOUTH UNION AND KINCADE STREETS,
 MD1250'NEAR THE NORTHEAST CORNER OF THE WASHINGTON ELEMENTARY SCHOOL PARKING
 MD1250'LOT, 83.8 M (274.9 FT) EAST OF THE CENTER OF SOUTH UNION STREETS,
 MD1250'37.4 M (122.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 MD1250'17.0 M (55.8 FT) NORTH OF THE NORTH END OF THE EAST CURB OF THE
 MD1250'PARKING LOT, 15.7 M (51.5 FT) EAST OF THE CENTER OF A DRIVEWAY, 13.8
 MD1250'M (45.3 FT) SOUTH OF THE CENTERLINE OF KINCADE STREET, 0.6 M
 MD1250'(2.0 FT) WEST OF A FENCE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE
 MD1250'STREETS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2165 ***********************************************************************
 HZ2165  DESIGNATION -  TT 7 D
 HZ2165  PID         -  HZ2165
 HZ2165  STATE/COUNTY-  IN/CLARK
 HZ2165  COUNTRY     -  US
 HZ2165  USGS QUAD   -  CHARLESTOWN (2019)
 HZ2165
 HZ2165                         *CURRENT SURVEY CONTROL
 HZ2165  ______________________________________________________________________
 HZ2165* NAD 83(1997) POSITION- 38 26 01.19945(N) 085 42 22.77342(W)   ADJUSTED
 HZ2165* NAVD 88 ORTHO HEIGHT -   170.83  (+/-2cm)      560.5   (feet) VERTCON3
 HZ2165  ______________________________________________________________________
 HZ2165  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 HZ2165  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 HZ2165  HORZ ORDER      -  SECOND
 HZ2165  VERT ORDER      -  THIRD ? (See Below)
 HZ2165
 HZ2165.The horizontal coordinates were established by classical geodetic methods
 HZ2165.and adjusted by the National Geodetic Survey in May 1999.
 HZ2165
 HZ2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2165
 HZ2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2165.GEOID18 height accuracy estimate available here.
 HZ2165
 HZ2165.The vertical order pertains to the NGVD 29 superseded value.
 HZ2165
 HZ2165.Click photographs - Photos may exist for this station.
 HZ2165
 HZ2165.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2165
 HZ2165. The following values were computed from the NAD 83(1997) position.
 HZ2165
 HZ2165;                    North         East     Units Scale Factor Converg.
 HZ2165;SPC IN E     -   353,630.404    96,537.356   MT  0.99996681   -0 01 28.7
 HZ2165;SPC IN E     - 1,160,202.42    316,722.98   sFT  0.99996681   -0 01 28.7
 HZ2165;SPC KY1Z     - 1,233,105.436 1,503,813.117   MT  0.99995215   +0 01 36.5
 HZ2165;SPC KY1Z     - 4,045,613.42  4,933,760.20   sFT  0.99995215   +0 01 36.5
 HZ2165;SPC KY N     -   104,639.448   372,854.332   MT  0.99996225   -0 54 21.4
 HZ2165;SPC KY N     -   343,304.59  1,223,272.92   sFT  0.99996225   -0 54 21.4
 HZ2165;UTM  16      - 4,254,725.444   612,911.210   MT  0.99975700   +0 48 15.3
 HZ2165
 HZ2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2165!SPC IN E     -   0.99997846  x   0.99996681  =   0.99994527
 HZ2165!SPC KY1Z     -   0.99997846  x   0.99995215  =   0.99993061
 HZ2165!SPC KY N     -   0.99997846  x   0.99996225  =   0.99994071
 HZ2165!UTM  16      -   0.99997846  x   0.99975700  =   0.99973546
 HZ2165
 HZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1291154725(NAD 83)
 HZ2165
 HZ2165                          SUPERSEDED SURVEY CONTROL
 HZ2165
 HZ2165  NAD 83(1993)-  38 26 01.19985(N)    085 42 22.77342(W) AD(       ) 2
 HZ2165  NAD 83(1986)-  38 26 01.20278(N)    085 42 22.77957(W) AD(       ) 2
 HZ2165  NAD 27      -  38 26 00.97100(N)    085 42 22.91300(W) AD(       ) 2
 HZ2165  NGVD 29             170.98   (m)          561.0    (f) LEVELING    3  
 HZ2165
 HZ2165.Superseded values are not recommended for survey control.
 HZ2165
 HZ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2165.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2165
 HZ2165_MARKER: DD = SURVEY DISK
 HZ2165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ2165_STAMPING: TT 7D 1937 561
 HZ2165_MARK LOGO: USGS
 HZ2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2165
 HZ2165  HISTORY     - Date     Condition        Report By
 HZ2165  HISTORY     - 1937     MONUMENTED       USGS
 HZ2165  HISTORY     - 1976     GOOD             NGS
 HZ2165
 HZ2165                          STATION DESCRIPTION
 HZ2165
 HZ2165'DESCRIBED BY US GEOLOGICAL SURVEY 1937 (FXP)
 HZ2165'THIS IS A TRAVERSE STATION.
 HZ2165'
 HZ2165'THE STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF CHARLESTOWN AT
 HZ2165'A CROSSROAD AND AN ABANDONED SCHOOL HOUSE ON THE RIGHT. IT IS
 HZ2165'75 FEET WEST OF THE CENTERLINE OF A BLACK TOP ROAD, AND 50 FEET NORTH
 HZ2165'OF THE CENTERLINE OF STATE HIGHWAY 403. THE MARK PROJECTS 1
 HZ2165'INCH, AND THE DISK IS STAMPED TT 7D 1937 561.
 HZ2165'
 HZ2165'A TRAVERSE WAS MADE FROM TRIANGULATION STATION CRAB TO TT 7D 1937
 HZ2165'U.S.G.S. IT IS 19.235 METERS 63.11 FEET EAST-NORTHEAST
 HZ2165'OF TRIANGULATION STATION CRAB.
 HZ2165'
 HZ2165'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF MAIN
 HZ2165'STREET AND STATE HIGHWAY 3 IN CHARLESTOWN, GO NORTH ON
 HZ2165'HIGHWAY 3 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAYS 3 AND 403,
 HZ2165'TURN LEFT ON HIGHWAY 403 AND GO 2.3 MILES TO THE CROSSROAD AND
 HZ2165'ABANDONED SCHOOL HOUSE AND THE STATION ON THE RIGHT.
 HZ2165
 HZ2165                          STATION RECOVERY (1976)
 HZ2165
 HZ2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2165'THIS IS A TRAVERSE STATION.
 HZ2165'
 HZ2165'THE STATION WAS RECOVERED AS DESCRIBED IN 1947 WITH THE EXCEPTION,
 HZ2165'THE ABANDONED SCHOOL HOUSE IS NO LONGER THERE.  THE DESCRIPTION IS
 HZ2165'ADEQUATE TO RECOVER THE STATION.
 HZ2165'
 HZ2165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-MILES SOUTHWEST
 HZ2165'OF CHARLESTOWN.
 HZ2165'
 HZ2165'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0527 ***********************************************************************
 HA0527  DESIGNATION -  TT 7 T DA
 HA0527  PID         -  HA0527
 HA0527  STATE/COUNTY-  IN/PERRY
 HA0527  COUNTRY     -  US
 HA0527  USGS QUAD   -  CANNELTON (2019)
 HA0527
 HA0527                         *CURRENT SURVEY CONTROL
 HA0527  ______________________________________________________________________
 HA0527* NAD 83(1986) POSITION- 37 54 35.24   (N) 086 44 47.16   (W)   HD_HELD1
 HA0527* NAVD 88 ORTHO HEIGHT -   119.747 (meters)      392.87  (feet) ADJUSTED
 HA0527  ______________________________________________________________________
 HA0527  GEOID HEIGHT    -        -31.873 (meters)                     GEOID18
 HA0527  DYNAMIC HEIGHT  -        119.662 (meters)      392.59  (feet) COMP
 HA0527  MODELED GRAVITY -    979,921.0   (mgal)                       NAVD 88
 HA0527
 HA0527  VERT ORDER      -  FIRST     CLASS II
 HA0527
 HA0527.The horizontal coordinates were determined by differentially corrected
 HA0527.hand held GPS observations or other comparable positioning techniques
 HA0527.and have an estimated accuracy of +/- 3 meters.
 HA0527
 HA0527.The orthometric height was determined by differential leveling and
 HA0527.adjusted by the NATIONAL GEODETIC SURVEY
 HA0527.in June 1991.
 HA0527
 HA0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0527.GEOID18 height accuracy estimate available here.
 HA0527
 HA0527.Click photographs - Photos may exist for this station.
 HA0527
 HA0527.The dynamic height is computed by dividing the NAVD 88
 HA0527.geopotential number by the normal gravity value computed on the
 HA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0527.degrees latitude (g = 980.6199 gals.).
 HA0527
 HA0527.The modeled gravity was interpolated from observed gravity values.
 HA0527
 HA0527;                    North         East    Units  Estimated Accuracy
 HA0527;SPC IN W     -   295,534.8     929,626.0     MT  (+/- 3 meters HH1 GPS) 
 HA0527
 HA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2228995836(NAD 83)
 HA0527
 HA0527                          SUPERSEDED SURVEY CONTROL
 HA0527
 HA0527  NGVD 29 (??/??/92)  119.853  (m)          393.22   (f) ADJ UNCH    1 2
 HA0527
 HA0527.Superseded values are not recommended for survey control.
 HA0527
 HA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0527.See file dsdata.pdf to determine how the superseded data were derived.
 HA0527
 HA0527_MARKER: DB = BENCH MARK DISK
 HA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0527_STAMPING: TT 7 TDA 1945 394
 HA0527_MARK LOGO: USGS
 HA0527_PROJECTION: FLUSH
 HA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0527+STABILITY: SURFACE MOTION
 HA0527
 HA0527  HISTORY     - Date     Condition        Report By
 HA0527  HISTORY     - 1945     MONUMENTED       USGS
 HA0527  HISTORY     - 1965     GOOD             CGS
 HA0527  HISTORY     - 20130620 GOOD             GEOCAC
 HA0527  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0527
 HA0527                          STATION DESCRIPTION
 HA0527
 HA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0527'0.4 MI SW FROM CANNEL.
 HA0527'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0527'COUNTY COURTHOUSE AT CANNELTON, THENCE 0.35 MILE SOUTHWEST ALONG
 HA0527'WASHINGTON STREET, 33 FEET SOUTHEAST OF THE CENTER LINE OF WASHINGTON
 HA0527'STREET, 27 FEET NORTHEAST OF THE CENTER LINE OF FIRST STREET, 39 FEET
 HA0527'NORTHEAST AND ACROSS FIRST STREET FROM A CONCRETE FLOOD WALL, 13 1/2
 HA0527'FEET NORTH OF A FIRE HYDRANT, 1 FOOT NORTHEAST OF THE NORTHEAST
 HA0527'EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, SET IN THE TOP
 HA0527'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA0527
 HA0527                          STATION RECOVERY (2013)
 HA0527
 HA0527'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 HA0527'MARK FOUND IN GOOD CONDITION
 HA0527
 HA0527                          STATION RECOVERY (2023)
 HA0527
 HA0527'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1886 ***********************************************************************
 JA1886  DESIGNATION -  TT 79 C
 JA1886  PID         -  JA1886
 JA1886  STATE/COUNTY-  IN/DUBOIS
 JA1886  COUNTRY     -  US
 JA1886  USGS QUAD   -  JASPER (2019)
 JA1886
 JA1886                         *CURRENT SURVEY CONTROL
 JA1886  ______________________________________________________________________
 JA1886* NAD 83(1997) POSITION- 38 24 27.70787(N) 086 56 16.90913(W)   ADJUSTED
 JA1886* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 JA1886  ______________________________________________________________________
 JA1886  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 JA1886  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 JA1886  HORZ ORDER      -  SECOND
 JA1886
 JA1886.The horizontal coordinates were established by classical geodetic methods
 JA1886.and adjusted by the National Geodetic Survey in May 1999.
 JA1886
 JA1886.The orthometric height was scaled from a topographic map.
 JA1886
 JA1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1886.GEOID18 height accuracy estimate available here.
 JA1886
 JA1886.Click photographs - Photos may exist for this station.
 JA1886
 JA1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1886
 JA1886. The following values were computed from the NAD 83(1997) position.
 JA1886
 JA1886;                    North         East     Units Scale Factor Converg.
 JA1886;SPC IN W     -   350,756.980   912,690.924   MT  0.99996865   +0 05 25.0
 JA1886;SPC IN W     - 1,150,775.19  2,994,386.81   sFT  0.99996865   +0 05 25.0
 JA1886;UTM  16      - 4,251,053.200   505,410.514   MT  0.99960036   +0 02 18.6
 JA1886
 JA1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1886!SPC IN W     -   0.99997703  x   0.99996865  =   0.99994568
 JA1886!UTM  16      -   0.99997703  x   0.99960036  =   0.99957739
 JA1886
 JA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0541051053(NAD 83)
 JA1886
 JA1886                          SUPERSEDED SURVEY CONTROL
 JA1886
 JA1886  NAD 83(1993)-  38 24 27.71272(N)    086 56 16.91200(W) AD(       ) 2
 JA1886  NAD 83(1986)-  38 24 27.71501(N)    086 56 16.91207(W) AD(       ) 2
 JA1886  NAD 27      -  38 24 27.52700(N)    086 56 16.91600(W) AD(       ) 2
 JA1886
 JA1886.Superseded values are not recommended for survey control.
 JA1886
 JA1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1886.See file dsdata.pdf to determine how the superseded data were derived.
 JA1886
 JA1886_MARKER: DB = BENCH MARK DISK
 JA1886_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1886_STAMPING: TT 79 C 1941
 JA1886_MARK LOGO: USGS
 JA1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1886
 JA1886  HISTORY     - Date     Condition        Report By
 JA1886  HISTORY     - 1941     MONUMENTED       USGS
 JA1886  HISTORY     - 1946     GOOD             CGS
 JA1886
 JA1886                          STATION DESCRIPTION
 JA1886
 JA1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1886'THIS STATION IS IN THE SOUTHEASTERN CORNER OF THE GROUNDS OF THE
 JA1886'STATE POLICE POST NO
 JA1886'8 ON THE NORTHWESTERN EDGE OF JASPER.  IT IS 54 FEET
 JA1886'NORTHWEST OF THE INTERSECTION OF
 JA1886'THE CENTERLINES OF A CROSSROADS, 37
 JA1886'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 45,
 JA1886'AND 17 FEET NORTH OF
 JA1886'A POWERLINE POLE WHICH SUPPORTS A TRANSFORMER.  THE MARK IS A
 JA1886'STANDARD
 JA1886'GEOLOGICAL SURVEY DISK STAMPED TT 79 C 1941 AND SET IN THE
 JA1886'TOP OF A 6-INCH SQUARE
 JA1886'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 JA1886'
 JA1886'IT IS 340.41 FEET (SLOPE DISTANCE) EAST OF TRIANGULATION STATION
 JA1886'JASPER SOUTH BASE.  FOR
 JA1886'DETERMINING POSITION, A TRAVERSE CONNECTION WAS MADE FROM
 JA1886'THE UNMARKED B STATION IN THE
 JA1886'JASPER BASELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0925 ***********************************************************************
 HA0925  DESIGNATION -  TT 8 TWC
 HA0925  PID         -  HA0925
 HA0925  STATE/COUNTY-  IN/POSEY
 HA0925  COUNTRY     -  US
 HA0925  USGS QUAD   -  UNIONTOWN (2019)
 HA0925
 HA0925                         *CURRENT SURVEY CONTROL
 HA0925  ______________________________________________________________________
 HA0925* NAD 83(1986) POSITION- 37 49 07.36   (N) 087 58 51.11   (W)   HD_HELD1
 HA0925* NAVD 88 ORTHO HEIGHT -   114.129 (meters)      374.44  (feet) ADJUSTED
 HA0925  ______________________________________________________________________
 HA0925  GEOID HEIGHT    -        -30.282 (meters)                     GEOID18
 HA0925  DYNAMIC HEIGHT  -        114.051 (meters)      374.18  (feet) COMP
 HA0925  MODELED GRAVITY -    979,940.4   (mgal)                       NAVD 88
 HA0925
 HA0925  VERT ORDER      -  FIRST     CLASS II
 HA0925
 HA0925.The horizontal coordinates were determined by differentially corrected
 HA0925.hand held GPS observations or other comparable positioning techniques
 HA0925.and have an estimated accuracy of +/- 3 meters.
 HA0925
 HA0925.The orthometric height was determined by differential leveling and
 HA0925.adjusted by the NATIONAL GEODETIC SURVEY
 HA0925.in June 1991.
 HA0925
 HA0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0925.GEOID18 height accuracy estimate available here.
 HA0925
 HA0925.Click photographs - Photos may exist for this station.
 HA0925
 HA0925.The dynamic height is computed by dividing the NAVD 88
 HA0925.geopotential number by the normal gravity value computed on the
 HA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0925.degrees latitude (g = 980.6199 gals.).
 HA0925
 HA0925.The modeled gravity was interpolated from observed gravity values.
 HA0925
 HA0925;                    North         East    Units  Estimated Accuracy
 HA0925;SPC IN W     -   285,752.1     820,975.8     MT  (+/- 3 meters HH1 GPS) 
 HA0925
 HA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1367086154(NAD 83)
 HA0925
 HA0925                          SUPERSEDED SURVEY CONTROL
 HA0925
 HA0925  NGVD 29 (??/??/92)  114.233  (m)          374.78   (f) ADJ UNCH    1 2
 HA0925
 HA0925.Superseded values are not recommended for survey control.
 HA0925
 HA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0925.See file dsdata.pdf to determine how the superseded data were derived.
 HA0925
 HA0925_MARKER: DD = SURVEY DISK
 HA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0925_STAMPING: TT 8 TWC 1951
 HA0925_MARK LOGO: USGS
 HA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0925+STABILITY: SURFACE MOTION
 HA0925
 HA0925  HISTORY     - Date     Condition        Report By
 HA0925  HISTORY     - 1951     MONUMENTED       USGS
 HA0925  HISTORY     - 1965     GOOD             CGS
 HA0925
 HA0925                          STATION DESCRIPTION
 HA0925
 HA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0925'1.6 MI SW FROM HOVEY LAKE.
 HA0925'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA0925'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, THENCE 1.25 MILES
 HA0925'WEST ALONG A GRAVELED ROAD LEADING TO A NEW DAM, IN SECTION
 HA0925'15, T 8 S, R 14 W, ABOUT 0.2 MILE EAST OF AN INTERSECTION OF THE
 HA0925'GRAVELED ROAD AND A ROAD LEADING SOUTH TO A DAM, 56 FEET
 HA0925'NORTH OF A FARMHOUSE BELONGING TO MR. DELBERT HINTON, ABOUT 3
 HA0925'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HA0925'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1218 ***********************************************************************
 ME1218  DESIGNATION -  TT 8 WO
 ME1218  PID         -  ME1218
 ME1218  STATE/COUNTY-  IN/PORTER
 ME1218  COUNTRY     -  US
 ME1218  USGS QUAD   -  VALPARAISO (2019)
 ME1218
 ME1218                         *CURRENT SURVEY CONTROL
 ME1218  ______________________________________________________________________
 ME1218* NAD 83(1986) POSITION- 41 29 33.37   (N) 087 06 50.67   (W)   HD_HELD1
 ME1218* NAVD 88 ORTHO HEIGHT -   213.439 (meters)      700.26  (feet) ADJUSTED
 ME1218  ______________________________________________________________________
 ME1218  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME1218  DYNAMIC HEIGHT  -        213.355 (meters)      699.98  (feet) COMP
 ME1218  MODELED GRAVITY -    980,227.0   (mgal)                       NAVD 88
 ME1218
 ME1218  VERT ORDER      -  FIRST     CLASS I
 ME1218
 ME1218.The horizontal coordinates were determined by differentially corrected
 ME1218.hand held GPS observations or other comparable positioning techniques
 ME1218.and have an estimated accuracy of +/- 3 meters.
 ME1218
 ME1218.The orthometric height was determined by differential leveling and
 ME1218.adjusted by the NATIONAL GEODETIC SURVEY
 ME1218.in June 1991.
 ME1218
 ME1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1218.GEOID18 height accuracy estimate available here.
 ME1218
 ME1218.Click photographs - Photos may exist for this station.
 ME1218
 ME1218.The dynamic height is computed by dividing the NAVD 88
 ME1218.geopotential number by the normal gravity value computed on the
 ME1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1218.degrees latitude (g = 980.6199 gals.).
 ME1218
 ME1218.The modeled gravity was interpolated from observed gravity values.
 ME1218
 ME1218;                    North         East    Units  Estimated Accuracy
 ME1218;SPC IN W     -   693,264.6     897,433.0     MT  (+/- 3 meters HH1 GPS) 
 ME1218
 ME1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9047793449(NAD 83)
 ME1218
 ME1218                          SUPERSEDED SURVEY CONTROL
 ME1218
 ME1218  NGVD 29 (??/??/92)  213.534  (m)          700.57   (f) ADJ UNCH    1 1
 ME1218
 ME1218.Superseded values are not recommended for survey control.
 ME1218
 ME1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1218.See file dsdata.pdf to determine how the superseded data were derived.
 ME1218
 ME1218_MARKER: DB = BENCH MARK DISK
 ME1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1218_STAMPING: TT 8 WO 1934 701
 ME1218_MARK LOGO: USGS
 ME1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1218+STABILITY: SURFACE MOTION
 ME1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1218+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME1218
 ME1218  HISTORY     - Date     Condition        Report By
 ME1218  HISTORY     - 1934     MONUMENTED       USGS
 ME1218  HISTORY     - 1968     GOOD             CGS
 ME1218  HISTORY     - 19920906 GOOD             NGS
 ME1218  HISTORY     - 20240706 GOOD             USPSQD
 ME1218
 ME1218                          STATION DESCRIPTION
 ME1218
 ME1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1218'3.2 MI NW FROM VALPARAISO.
 ME1218'ABOUT 2.9 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1218'THE STATION AT VALPARAISO, THENCE 0.3 MILE NORTH ALONG BLACK
 ME1218'TOP ROAD NO. 250 WEST, IN SECTION 6, R6W, T35N, AT THE
 ME1218'INTERSECTION OF HIGHWAY 130 AND THE ROAD, 53 FEET EAST OF THE
 ME1218'CENTER LINE OF ROAD 250 WEST, 37 FEET NORTH OF THE CENTER LINE
 ME1218'OF STATE HIGHWAY 130, 37 1/2 FEET SOUTHEAST OF POWER LINE POLE
 ME1218'437/791, 18 1/2 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 ME1218'MARKER, 25 1/2 FEET WEST OF POWER LINE POLE 437/679, 1 FOOT EAST
 ME1218'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 ME1218'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE
 ME1218'LEVEL OF THE GROUND.
 ME1218
 ME1218                          STATION RECOVERY (1992)
 ME1218
 ME1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1218'5.3 KM (3.30 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1218'IN VALPARAISO, 16.7 M (54.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME1218'A HOUSE, 16.1 M (52.8 FT) EAST OF THE CENTER OF COUNTY ROAD 250 WEST,
 ME1218'11.4 M (37.4 FT) SOUTHEAST OF A UTILITY JUNCTION POLE, 11.3 M
 ME1218'(37.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) WEST OF
 ME1218'UTILITY POLE NUMBER 444-116 WITH A TRANSFORMER AND 2 GUY CABLES, 0.3
 ME1218'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) EAST OF A
 ME1218'WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 ME1218'GROUND SURFACE.
 ME1218
 ME1218                          STATION RECOVERY (2024)
 ME1218
 ME1218'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1796 ***********************************************************************
 KA1796  DESIGNATION -  TT 84 D
 KA1796  PID         -  KA1796
 KA1796  STATE/COUNTY-  IN/GREENE
 KA1796  COUNTRY     -  US
 KA1796  USGS QUAD   -  LINTON (2019)
 KA1796
 KA1796                         *CURRENT SURVEY CONTROL
 KA1796  ______________________________________________________________________
 KA1796* NAD 83(1997) POSITION- 39 04 01.16465(N) 087 11 08.83723(W)   ADJUSTED
 KA1796* NAVD 88 ORTHO HEIGHT -   190.61  (+/-2cm)      625.4   (feet) VERTCON3
 KA1796  ______________________________________________________________________
 KA1796  GEOID HEIGHT    -        -32.495 (meters)                     GEOID18
 KA1796  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 KA1796  HORZ ORDER      -  SECOND
 KA1796  VERT ORDER      -  THIRD ? (See Below)
 KA1796
 KA1796.The horizontal coordinates were established by classical geodetic methods
 KA1796.and adjusted by the National Geodetic Survey in May 1999.
 KA1796
 KA1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1796
 KA1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1796.GEOID18 height accuracy estimate available here.
 KA1796
 KA1796.The vertical order pertains to the NGVD 29 superseded value.
 KA1796
 KA1796.Click photographs - Photos may exist for this station.
 KA1796
 KA1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1796
 KA1796. The following values were computed from the NAD 83(1997) position.
 KA1796
 KA1796;                    North         East     Units Scale Factor Converg.
 KA1796;SPC IN W     -   423,938.030   891,133.380   MT  0.99996763   -0 03 52.5
 KA1796;SPC IN W     - 1,390,870.02  2,923,660.10   sFT  0.99996763   -0 03 52.5
 KA1796;UTM  16      - 4,324,227.021   483,927.456   MT  0.99960318   -0 07 01.5
 KA1796
 KA1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1796!SPC IN W     -   0.99997519  x   0.99996763  =   0.99994282
 KA1796!UTM  16      -   0.99997519  x   0.99960318  =   0.99957838
 KA1796
 KA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8392724227(NAD 83)
 KA1796
 KA1796                          SUPERSEDED SURVEY CONTROL
 KA1796
 KA1796  NAD 83(1986)-  39 04 01.17118(N)    087 11 08.83305(W) AD(       ) 2
 KA1796  NAD 27      -  39 04 01.01420(N)    087 11 08.79820(W) AD(       ) 2
 KA1796  NGVD 29             190.74   (m)          625.8    (f) LEVELING    3  
 KA1796
 KA1796.Superseded values are not recommended for survey control.
 KA1796
 KA1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1796.See file dsdata.pdf to determine how the superseded data were derived.
 KA1796
 KA1796_MARKER: DD = SURVEY DISK
 KA1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1796_STAMPING: TT 84D 1937 626
 KA1796_MARK LOGO: USGS
 KA1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1796+STABILITY: SURFACE MOTION
 KA1796
 KA1796  HISTORY     - Date     Condition        Report By
 KA1796  HISTORY     - 1937     MONUMENTED       USGS
 KA1796
 KA1796                          STATION DESCRIPTION
 KA1796
 KA1796'DESCRIBED BY US GEOLOGICAL SURVEY 1937 (FXP)
 KA1796'THIS IS A TRAVERSE STATION.
 KA1796'
 KA1796'STATION IS ON THE CHICAGO,MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD
 KA1796'RIGHT-OF-WAY, 3.0 MILES NORTH-NORTHWEST OF LINTON VIA STATE
 KA1796'HIGHWAY 59, 110 FEET WEST OF CENTERLINE OF HIGHWAY 59, 30 FEET SOUTH
 KA1796'OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, 25 FEET EAST OF THE E
 KA1796'RAIL OF TRACK, AND 43.843 METERS 143.84 FEET SOUTH-SOUTHEAST OF
 KA1796'TRIANGULATION STATION MIDLAND BY A TRAVERSE CONNECTION. THIS
 KA1796'IS A BRONZE DISK SET IN A SQUARE, CONCRETE POST.  THE MARK PROJECTS 1
 KA1796'INCH, AND THE DISK IS STAMPED TT 84D 1937 626.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1035 ***********************************************************************
 HZ1035  DESIGNATION -  TT 9 HF
 HZ1035  PID         -  HZ1035
 HZ1035  STATE/COUNTY-  IN/SWITZERLAND
 HZ1035  COUNTRY     -  US
 HZ1035  USGS QUAD   -  CARROLLTON (2019)
 HZ1035
 HZ1035                         *CURRENT SURVEY CONTROL
 HZ1035  ______________________________________________________________________
 HZ1035* NAD 83(1986) POSITION- 38 41 41.07   (N) 085 09 36.50   (W)   HD_HELD1
 HZ1035* NAVD 88 ORTHO HEIGHT -   141.213 (meters)      463.30  (feet) ADJUSTED
 HZ1035  ______________________________________________________________________
 HZ1035  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 HZ1035  DYNAMIC HEIGHT  -        141.122 (meters)      463.00  (feet) COMP
 HZ1035  MODELED GRAVITY -    979,981.7   (mgal)                       NAVD 88
 HZ1035
 HZ1035  VERT ORDER      -  FIRST     CLASS II
 HZ1035
 HZ1035.The horizontal coordinates were determined by differentially corrected
 HZ1035.hand held GPS observations or other comparable positioning techniques
 HZ1035.and have an estimated accuracy of +/- 3 meters.
 HZ1035
 HZ1035.The orthometric height was determined by differential leveling and
 HZ1035.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1035.in June 1991.
 HZ1035
 HZ1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1035.GEOID18 height accuracy estimate available here.
 HZ1035
 HZ1035.Click photographs - Photos may exist for this station.
 HZ1035
 HZ1035.The dynamic height is computed by dividing the NAVD 88
 HZ1035.geopotential number by the normal gravity value computed on the
 HZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1035.degrees latitude (g = 980.6199 gals.).
 HZ1035
 HZ1035.The modeled gravity was interpolated from observed gravity values.
 HZ1035
 HZ1035;                    North         East    Units  Estimated Accuracy
 HZ1035;SPC IN E     -   382,731.7     144,065.3     MT  (+/- 3 meters HH1 GPS) 
 HZ1035
 HZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6000584509(NAD 83)
 HZ1035
 HZ1035                          SUPERSEDED SURVEY CONTROL
 HZ1035
 HZ1035  NGVD 29 (??/??/92)  141.392  (m)          463.88   (f) ADJ UNCH    1 2
 HZ1035
 HZ1035.Superseded values are not recommended for survey control.
 HZ1035
 HZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1035.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1035
 HZ1035_MARKER: DD = SURVEY DISK
 HZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1035_STAMPING: TT 9 HF 1951
 HZ1035_MARK LOGO: USGS
 HZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1035+STABILITY: SURFACE MOTION
 HZ1035
 HZ1035  HISTORY     - Date     Condition        Report By
 HZ1035  HISTORY     - 1951     MONUMENTED       USGS
 HZ1035  HISTORY     - 1965     GOOD             CGS
 HZ1035
 HZ1035                          STATION DESCRIPTION
 HZ1035
 HZ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1035'6.5 MI SW FROM VEVAY.
 HZ1035'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1035'AT VEVAY, IN SECTION 1, T 1 N, R 4 W, AT A JUNCTION OF THE HIGHWAY
 HZ1035'AND A PAVED ROAD LEADING NORTHWEST, 46 FEET NORTHWEST OF THE
 HZ1035'CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE
 HZ1035'OF THE PAVED ROAD LEADING NORTHWEST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0525 ***********************************************************************
 HA0525  DESIGNATION -  TT A 1
 HA0525  PID         -  HA0525
 HA0525  STATE/COUNTY-  IN/PERRY
 HA0525  COUNTRY     -  US
 HA0525  USGS QUAD   -  CANNELTON (2019)
 HA0525
 HA0525                         *CURRENT SURVEY CONTROL
 HA0525  ______________________________________________________________________
 HA0525* NAD 83(1986) POSITION- 37 54 25.     (N) 086 44 10.     (W)   SCALED
 HA0525* NAVD 88 ORTHO HEIGHT -   118.696 (meters)      389.42  (feet) ADJUSTED
 HA0525  ______________________________________________________________________
 HA0525  GEOID HEIGHT    -        -31.888 (meters)                     GEOID18
 HA0525  DYNAMIC HEIGHT  -        118.612 (meters)      389.15  (feet) COMP
 HA0525  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 HA0525
 HA0525  VERT ORDER      -  FIRST     CLASS II
 HA0525
 HA0525.The horizontal coordinates were scaled from a map and have
 HA0525.an estimated accuracy of +/- 6 seconds.
 HA0525
 HA0525.The orthometric height was determined by differential leveling and
 HA0525.adjusted by the NATIONAL GEODETIC SURVEY
 HA0525.in June 1991.
 HA0525
 HA0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0525.GEOID18 height accuracy estimate available here.
 HA0525
 HA0525.Click photographs - Photos may exist for this station.
 HA0525
 HA0525.The dynamic height is computed by dividing the NAVD 88
 HA0525.geopotential number by the normal gravity value computed on the
 HA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0525.degrees latitude (g = 980.6199 gals.).
 HA0525
 HA0525.The modeled gravity was interpolated from observed gravity values.
 HA0525
 HA0525;                    North         East    Units  Estimated Accuracy
 HA0525;SPC IN W     -   295,220.      930,540.      MT  (+/- 180 meters Scaled)
 HA0525
 HA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG231955(NAD 83)
 HA0525
 HA0525                          SUPERSEDED SURVEY CONTROL
 HA0525
 HA0525  NGVD 29 (??/??/92)  118.802  (m)          389.77   (f) ADJ UNCH    1 2
 HA0525
 HA0525.Superseded values are not recommended for survey control.
 HA0525
 HA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0525.See file dsdata.pdf to determine how the superseded data were derived.
 HA0525
 HA0525_MARKER: DD = SURVEY DISK
 HA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0525_STAMPING: TT-A-1 1961
 HA0525_MARK LOGO: USACE
 HA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0525+STABILITY: SURFACE MOTION
 HA0525
 HA0525  HISTORY     - Date     Condition        Report By
 HA0525  HISTORY     - 1961     MONUMENTED       USACE
 HA0525  HISTORY     - 1965     GOOD             CGS
 HA0525
 HA0525                          STATION DESCRIPTION
 HA0525
 HA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0525'0.4 MI SE FROM CANNELTON.
 HA0525'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0525'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 16, T 7 S, R 3 W, 89
 HA0525'FEET EAST OF THE CENTER LINE OF LINCOLN AVENUE, 20 1/2 FEET
 HA0525'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF A POWER
 HA0525'POLE WHICH IS BRACED BY A GUY WIRE, ABOUT LEVEL WITH THE HIGHWAY,
 HA0525'SET IN THE TOP OF A CONCRETE POST WHICH IS IN THE SOUTHWEST SHOULDER
 HA0525'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0523 ***********************************************************************
 HA0523  DESIGNATION -  TT A 2
 HA0523  PID         -  HA0523
 HA0523  STATE/COUNTY-  IN/PERRY
 HA0523  COUNTRY     -  US
 HA0523  USGS QUAD   -  CANNELTON (2019)
 HA0523
 HA0523                         *CURRENT SURVEY CONTROL
 HA0523  ______________________________________________________________________
 HA0523* NAD 83(1986) POSITION- 37 54 25.     (N) 086 44 10.     (W)   SCALED
 HA0523* NAVD 88 ORTHO HEIGHT -   118.616 (meters)      389.16  (feet) ADJUSTED
 HA0523  ______________________________________________________________________
 HA0523  GEOID HEIGHT    -        -31.888 (meters)                     GEOID18
 HA0523  DYNAMIC HEIGHT  -        118.532 (meters)      388.88  (feet) COMP
 HA0523  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 HA0523
 HA0523  VERT ORDER      -  FIRST     CLASS II
 HA0523
 HA0523.The horizontal coordinates were scaled from a map and have
 HA0523.an estimated accuracy of +/- 6 seconds.
 HA0523
 HA0523.The orthometric height was determined by differential leveling and
 HA0523.adjusted by the NATIONAL GEODETIC SURVEY
 HA0523.in June 1991.
 HA0523
 HA0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0523.GEOID18 height accuracy estimate available here.
 HA0523
 HA0523.Click photographs - Photos may exist for this station.
 HA0523
 HA0523.The dynamic height is computed by dividing the NAVD 88
 HA0523.geopotential number by the normal gravity value computed on the
 HA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0523.degrees latitude (g = 980.6199 gals.).
 HA0523
 HA0523.The modeled gravity was interpolated from observed gravity values.
 HA0523
 HA0523;                    North         East    Units  Estimated Accuracy
 HA0523;SPC IN W     -   295,220.      930,540.      MT  (+/- 180 meters Scaled)
 HA0523
 HA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG231955(NAD 83)
 HA0523
 HA0523                          SUPERSEDED SURVEY CONTROL
 HA0523
 HA0523  NGVD 29 (??/??/92)  118.723  (m)          389.51   (f) ADJ UNCH    1 2
 HA0523
 HA0523.Superseded values are not recommended for survey control.
 HA0523
 HA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0523.See file dsdata.pdf to determine how the superseded data were derived.
 HA0523
 HA0523_MARKER: DD = SURVEY DISK
 HA0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0523_STAMPING: TT-A-2 1961
 HA0523_MARK LOGO: USACE
 HA0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0523+STABILITY: SURFACE MOTION
 HA0523
 HA0523  HISTORY     - Date     Condition        Report By
 HA0523  HISTORY     - 1961     MONUMENTED       USACE
 HA0523  HISTORY     - 1965     GOOD             CGS
 HA0523  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0523
 HA0523                          STATION DESCRIPTION
 HA0523
 HA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0523'0.5 MI SE FROM CANNELTON.
 HA0523'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY COUNTY
 HA0523'COURTHOUSE AT CANNELTON, IN SECTION 16, T 7 S, R 3 W, 0.1 MILE
 HA0523'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND LINCOLN AVENUE,
 HA0523'21 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET NORTHWEST
 HA0523'OF A LIGHT POLE, 22 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 HA0523'CONCRETE HEADWALL, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HA0523'THE SHOULDER OF THE HIGHWAY.
 HA0523
 HA0523                          STATION RECOVERY (2023)
 HA0523
 HA0523'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0523'THE HIGHWAY HAS BEEN WIDENED AND IS PAVED OVER.  MARK PROBABLY
 HA0523'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0518 ***********************************************************************
 HA0518  DESIGNATION -  TT A 4
 HA0518  PID         -  HA0518
 HA0518  STATE/COUNTY-  IN/PERRY
 HA0518  COUNTRY     -  US
 HA0518  USGS QUAD   -  CANNELTON (2019)
 HA0518
 HA0518                         *CURRENT SURVEY CONTROL
 HA0518  ______________________________________________________________________
 HA0518* NAD 83(1986) POSITION- 37 54 53.     (N) 086 41 04.     (W)   SCALED
 HA0518* NAVD 88 ORTHO HEIGHT -   119.934 (meters)      393.48  (feet) ADJUSTED
 HA0518  ______________________________________________________________________
 HA0518  GEOID HEIGHT    -        -32.032 (meters)                     GEOID18
 HA0518  DYNAMIC HEIGHT  -        119.849 (meters)      393.20  (feet) COMP
 HA0518  MODELED GRAVITY -    979,918.6   (mgal)                       NAVD 88
 HA0518
 HA0518  VERT ORDER      -  FIRST     CLASS II
 HA0518
 HA0518.The horizontal coordinates were scaled from a map and have
 HA0518.an estimated accuracy of +/- 6 seconds.
 HA0518
 HA0518.The orthometric height was determined by differential leveling and
 HA0518.adjusted by the NATIONAL GEODETIC SURVEY
 HA0518.in June 1991.
 HA0518
 HA0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0518.GEOID18 height accuracy estimate available here.
 HA0518
 HA0518.Click photographs - Photos may exist for this station.
 HA0518
 HA0518.The dynamic height is computed by dividing the NAVD 88
 HA0518.geopotential number by the normal gravity value computed on the
 HA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0518.degrees latitude (g = 980.6199 gals.).
 HA0518
 HA0518.The modeled gravity was interpolated from observed gravity values.
 HA0518
 HA0518;                    North         East    Units  Estimated Accuracy
 HA0518;SPC IN W     -   296,100.      935,080.      MT  (+/- 180 meters Scaled)
 HA0518
 HA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG277964(NAD 83)
 HA0518
 HA0518                          SUPERSEDED SURVEY CONTROL
 HA0518
 HA0518  NGVD 29 (??/??/92)  120.040  (m)          393.83   (f) ADJ UNCH    1 2
 HA0518
 HA0518.Superseded values are not recommended for survey control.
 HA0518
 HA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0518.See file dsdata.pdf to determine how the superseded data were derived.
 HA0518
 HA0518_MARKER: DD = SURVEY DISK
 HA0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0518_STAMPING: TT-A-4 1946
 HA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0518+STABILITY: SURFACE MOTION
 HA0518
 HA0518  HISTORY     - Date     Condition        Report By
 HA0518  HISTORY     - 1946     MONUMENTED       USACE
 HA0518  HISTORY     - 1965     GOOD             CGS
 HA0518  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0518
 HA0518                          STATION DESCRIPTION
 HA0518
 HA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0518'4.4 MI E FROM CANNELTON.
 HA0518'ABOUT 4.35 MILES EAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0518'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 12, T 7 S, R 3 W,
 HA0518'150 YARDS EAST-SOUTHEAST OF A FARMHOUSE, 72 FEET WEST OF THE
 HA0518'CENTER LINE OF AN OLD ROCK HEADWALL OVER A WOODED RAVINE, 23 FEET
 HA0518'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH AND
 HA0518'ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 159, ABOUT 2 FEET
 HA0518'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 HA0518'POST FLUSH WITH THE GROUND.
 HA0518
 HA0518                          STATION RECOVERY (2023)
 HA0518
 HA0518'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0516 ***********************************************************************
 HA0516  DESIGNATION -  TT B 1
 HA0516  PID         -  HA0516
 HA0516  STATE/COUNTY-  IN/PERRY
 HA0516  COUNTRY     -  US
 HA0516  USGS QUAD   -  CANNELTON (2019)
 HA0516
 HA0516                         *CURRENT SURVEY CONTROL
 HA0516  ______________________________________________________________________
 HA0516* NAD 83(1986) POSITION- 37 54 57.     (N) 086 40 16.     (W)   SCALED
 HA0516* NAVD 88 ORTHO HEIGHT -   120.756 (meters)      396.18  (feet) ADJUSTED
 HA0516  ______________________________________________________________________
 HA0516  GEOID HEIGHT    -        -32.065 (meters)                     GEOID18
 HA0516  DYNAMIC HEIGHT  -        120.670 (meters)      395.90  (feet) COMP
 HA0516  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 HA0516
 HA0516  VERT ORDER      -  FIRST     CLASS II
 HA0516
 HA0516.The horizontal coordinates were scaled from a map and have
 HA0516.an estimated accuracy of +/- 6 seconds.
 HA0516
 HA0516.The orthometric height was determined by differential leveling and
 HA0516.adjusted by the NATIONAL GEODETIC SURVEY
 HA0516.in June 1991.
 HA0516
 HA0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0516.GEOID18 height accuracy estimate available here.
 HA0516
 HA0516.Click photographs - Photos may exist for this station.
 HA0516
 HA0516.The dynamic height is computed by dividing the NAVD 88
 HA0516.geopotential number by the normal gravity value computed on the
 HA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0516.degrees latitude (g = 980.6199 gals.).
 HA0516
 HA0516.The modeled gravity was interpolated from observed gravity values.
 HA0516
 HA0516;                    North         East    Units  Estimated Accuracy
 HA0516;SPC IN W     -   296,230.      936,250.      MT  (+/- 180 meters Scaled)
 HA0516
 HA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG289965(NAD 83)
 HA0516
 HA0516                          SUPERSEDED SURVEY CONTROL
 HA0516
 HA0516  NGVD 29 (??/??/92)  120.862  (m)          396.53   (f) ADJ UNCH    1 2
 HA0516
 HA0516.Superseded values are not recommended for survey control.
 HA0516
 HA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0516.See file dsdata.pdf to determine how the superseded data were derived.
 HA0516
 HA0516_MARKER: DD = SURVEY DISK
 HA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0516_STAMPING: TT B 1 1961
 HA0516_MARK LOGO: USACE
 HA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0516+STABILITY: SURFACE MOTION
 HA0516
 HA0516  HISTORY     - Date     Condition        Report By
 HA0516  HISTORY     - 1961     MONUMENTED       USACE
 HA0516  HISTORY     - 1965     GOOD             CGS
 HA0516  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0516
 HA0516                          STATION DESCRIPTION
 HA0516
 HA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0516'5.1 MI E FROM CANNELTON.
 HA0516'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0516'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 7, T 7 S, R 2 W, 333
 HA0516'FEET EAST OF THE CENTER OF A JUNCTION OF STATE HIGHWAYS 166 AND
 HA0516'66, 35 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 166, 99
 HA0516'FEET WEST OF TELEPHONE POLE 187, 2 1/2 FEET SOUTH OF A FENCE,
 HA0516'160 FEET EAST OF DODD R.M. 1, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HA0516'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0516'6 INCHES.
 HA0516
 HA0516                          STATION RECOVERY (2023)
 HA0516
 HA0516'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0516'LOOKS LIKE UTILITY COMPANY DESTROYED MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0796 ***********************************************************************
 HZ0796  DESIGNATION -  TT B 11
 HZ0796  PID         -  HZ0796
 HZ0796  STATE/COUNTY-  IN/SWITZERLAND
 HZ0796  COUNTRY     -  US
 HZ0796  USGS QUAD   -  PATRIOT (2019)
 HZ0796
 HZ0796                         *CURRENT SURVEY CONTROL
 HZ0796  ______________________________________________________________________
 HZ0796* NAD 83(1986) POSITION- 38 51 36.     (N) 084 47 48.     (W)   SCALED
 HZ0796* NAVD 88 ORTHO HEIGHT -   156.412 (meters)      513.16  (feet) ADJUSTED
 HZ0796  ______________________________________________________________________
 HZ0796  GEOID HEIGHT    -        -33.996 (meters)                     GEOID18
 HZ0796  DYNAMIC HEIGHT  -        156.313 (meters)      512.84  (feet) COMP
 HZ0796  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 HZ0796
 HZ0796  VERT ORDER      -  FIRST     CLASS II
 HZ0796
 HZ0796.The horizontal coordinates were scaled from a map and have
 HZ0796.an estimated accuracy of +/- 6 seconds.
 HZ0796
 HZ0796.The orthometric height was determined by differential leveling and
 HZ0796.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0796.in June 1991.
 HZ0796
 HZ0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0796.GEOID18 height accuracy estimate available here.
 HZ0796
 HZ0796.Click photographs - Photos may exist for this station.
 HZ0796
 HZ0796.The dynamic height is computed by dividing the NAVD 88
 HZ0796.geopotential number by the normal gravity value computed on the
 HZ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0796.degrees latitude (g = 980.6199 gals.).
 HZ0796
 HZ0796.The modeled gravity was interpolated from observed gravity values.
 HZ0796
 HZ0796;                    North         East    Units  Estimated Accuracy
 HZ0796;SPC IN E     -   401,320.      175,510.      MT  (+/- 180 meters Scaled)
 HZ0796
 HZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ911035(NAD 83)
 HZ0796
 HZ0796                          SUPERSEDED SURVEY CONTROL
 HZ0796
 HZ0796  NGVD 29 (??/??/92)  156.609  (m)          513.81   (f) ADJ UNCH    1 2
 HZ0796
 HZ0796.Superseded values are not recommended for survey control.
 HZ0796
 HZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0796.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0796
 HZ0796_MARKER: DD = SURVEY DISK
 HZ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0796_STAMPING: TT B 11 1960
 HZ0796_MARK LOGO: USACE
 HZ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0796+STABILITY: SURFACE MOTION
 HZ0796
 HZ0796  HISTORY     - Date     Condition        Report By
 HZ0796  HISTORY     - 1960     MONUMENTED       USACE
 HZ0796  HISTORY     - 1965     GOOD             CGS
 HZ0796
 HZ0796                          STATION DESCRIPTION
 HZ0796
 HZ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0796'2 MI NE FROM PATRIOT.
 HZ0796'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0796'OFFICE AT PATRIOT, IN SECTION 5, T 1 N, R 1 E, 16 FEET SOUTHEAST
 HZ0796'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A TELEPHONE
 HZ0796'POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HZ0796'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0789 ***********************************************************************
 HZ0789  DESIGNATION -  TT C 3
 HZ0789  PID         -  HZ0789
 HZ0789  STATE/COUNTY-  IN/SWITZERLAND
 HZ0789  COUNTRY     -  US
 HZ0789  USGS QUAD   -  RISING SUN (2019)
 HZ0789
 HZ0789                         *CURRENT SURVEY CONTROL
 HZ0789  ______________________________________________________________________
 HZ0789* NAD 83(1986) POSITION- 38 53 58.     (N) 084 52 15.     (W)   SCALED
 HZ0789* NAVD 88 ORTHO HEIGHT -   145.346 (meters)      476.86  (feet) ADJUSTED
 HZ0789  ______________________________________________________________________
 HZ0789  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 HZ0789  DYNAMIC HEIGHT  -        145.253 (meters)      476.55  (feet) COMP
 HZ0789  MODELED GRAVITY -    979,989.4   (mgal)                       NAVD 88
 HZ0789
 HZ0789  VERT ORDER      -  FIRST     CLASS II
 HZ0789
 HZ0789.The horizontal coordinates were scaled from a map and have
 HZ0789.an estimated accuracy of +/- 6 seconds.
 HZ0789
 HZ0789.The orthometric height was determined by differential leveling and
 HZ0789.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0789.in June 1991.
 HZ0789
 HZ0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0789.GEOID18 height accuracy estimate available here.
 HZ0789
 HZ0789.Click photographs - Photos may exist for this station.
 HZ0789
 HZ0789.The dynamic height is computed by dividing the NAVD 88
 HZ0789.geopotential number by the normal gravity value computed on the
 HZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0789.degrees latitude (g = 980.6199 gals.).
 HZ0789
 HZ0789.The modeled gravity was interpolated from observed gravity values.
 HZ0789
 HZ0789;                    North         East    Units  Estimated Accuracy
 HZ0789;SPC IN E     -   405,640.      169,040.      MT  (+/- 180 meters Scaled)
 HZ0789
 HZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ846077(NAD 83)
 HZ0789
 HZ0789                          SUPERSEDED SURVEY CONTROL
 HZ0789
 HZ0789  NGVD 29 (??/??/92)  145.547  (m)          477.52   (f) ADJ UNCH    1 2
 HZ0789
 HZ0789.Superseded values are not recommended for survey control.
 HZ0789
 HZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0789.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0789
 HZ0789_MARKER: DD = SURVEY DISK
 HZ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0789_STAMPING: TT-C-3 1960
 HZ0789_MARK LOGO: USACE
 HZ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0789+STABILITY: SURFACE MOTION
 HZ0789
 HZ0789  HISTORY     - Date     Condition        Report By
 HZ0789  HISTORY     - 1960     MONUMENTED       USACE
 HZ0789  HISTORY     - 1965     GOOD             CGS
 HZ0789
 HZ0789                          STATION DESCRIPTION
 HZ0789
 HZ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0789'4.4 MI SW FROM RISING SUN.
 HZ0789'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0789'AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0789'56, THENCE 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 156, IN
 HZ0789'SECTION 27, T 3 N, R 1 W, 18 FEET NORTHEAST OF THE CENTER LINE OF
 HZ0789'THE HIGHWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 HZ0789'GUARD RAIL OF A BRIDGE OVER GRANTS CREEK, ABOUT 1/2 FOOT ABOVE THE
 HZ0789'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ0789'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0788 ***********************************************************************
 HZ0788  DESIGNATION -  TT C 4
 HZ0788  PID         -  HZ0788
 HZ0788  STATE/COUNTY-  IN/SWITZERLAND
 HZ0788  COUNTRY     -  US
 HZ0788  USGS QUAD   -  RISING SUN (2019)
 HZ0788
 HZ0788                         *CURRENT SURVEY CONTROL
 HZ0788  ______________________________________________________________________
 HZ0788* NAD 83(1986) POSITION- 38 54 02.     (N) 084 52 19.     (W)   SCALED
 HZ0788* NAVD 88 ORTHO HEIGHT -   145.297 (meters)      476.70  (feet) ADJUSTED
 HZ0788  ______________________________________________________________________
 HZ0788  GEOID HEIGHT    -        -34.054 (meters)                     GEOID18
 HZ0788  DYNAMIC HEIGHT  -        145.205 (meters)      476.39  (feet) COMP
 HZ0788  MODELED GRAVITY -    979,990.3   (mgal)                       NAVD 88
 HZ0788
 HZ0788  VERT ORDER      -  FIRST     CLASS II
 HZ0788
 HZ0788.The horizontal coordinates were scaled from a map and have
 HZ0788.an estimated accuracy of +/- 6 seconds.
 HZ0788
 HZ0788.The orthometric height was determined by differential leveling and
 HZ0788.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0788.in June 1991.
 HZ0788
 HZ0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0788.GEOID18 height accuracy estimate available here.
 HZ0788
 HZ0788.Click photographs - Photos may exist for this station.
 HZ0788
 HZ0788.The dynamic height is computed by dividing the NAVD 88
 HZ0788.geopotential number by the normal gravity value computed on the
 HZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0788.degrees latitude (g = 980.6199 gals.).
 HZ0788
 HZ0788.The modeled gravity was interpolated from observed gravity values.
 HZ0788
 HZ0788;                    North         East    Units  Estimated Accuracy
 HZ0788;SPC IN E     -   405,760.      168,940.      MT  (+/- 180 meters Scaled)
 HZ0788
 HZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ845078(NAD 83)
 HZ0788
 HZ0788                          SUPERSEDED SURVEY CONTROL
 HZ0788
 HZ0788  NGVD 29 (??/??/92)  145.498  (m)          477.35   (f) ADJ UNCH    1 2
 HZ0788
 HZ0788.Superseded values are not recommended for survey control.
 HZ0788
 HZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0788.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0788
 HZ0788_MARKER: DD = SURVEY DISK
 HZ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0788_STAMPING: TT-C-4 1960
 HZ0788_MARK LOGO: USACE
 HZ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0788+STABILITY: SURFACE MOTION
 HZ0788
 HZ0788  HISTORY     - Date     Condition        Report By
 HZ0788  HISTORY     - 1960     MONUMENTED       USACE
 HZ0788  HISTORY     - 1965     GOOD             CGS
 HZ0788
 HZ0788                          STATION DESCRIPTION
 HZ0788
 HZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0788'4.4 MI SW FROM RISING SUN.
 HZ0788'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0788'AT RISING SUN, THENCE 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0788'56, THENCE 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 156, IN
 HZ0788'SECTION 27, T 3 N, R 1 W, 19 1/2 FEET SOUTHWEST OF THE CENTER
 HZ0788'LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF THE NORTHWEST END OF THE
 HZ0788'GUARD RAIL OF THE BRIDGE OVER GRANTS CREEK, ABOUT LEVEL WITH THE
 HZ0788'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HZ0788'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0785 ***********************************************************************
 HZ0785  DESIGNATION -  TT C 5
 HZ0785  PID         -  HZ0785
 HZ0785  STATE/COUNTY-  IN/OHIO
 HZ0785  COUNTRY     -  US
 HZ0785  USGS QUAD   -  ABERDEEN (2019)
 HZ0785
 HZ0785                         *CURRENT SURVEY CONTROL
 HZ0785  ______________________________________________________________________
 HZ0785* NAD 83(1986) POSITION- 38 55 31.     (N) 084 52 36.     (W)   SCALED
 HZ0785* NAVD 88 ORTHO HEIGHT -   146.135 (meters)      479.44  (feet) ADJUSTED
 HZ0785  ______________________________________________________________________
 HZ0785  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 HZ0785  DYNAMIC HEIGHT  -        146.042 (meters)      479.14  (feet) COMP
 HZ0785  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 HZ0785
 HZ0785  VERT ORDER      -  FIRST     CLASS II
 HZ0785
 HZ0785.The horizontal coordinates were scaled from a map and have
 HZ0785.an estimated accuracy of +/- 6 seconds.
 HZ0785
 HZ0785.The orthometric height was determined by differential leveling and
 HZ0785.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0785.in June 1991.
 HZ0785
 HZ0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0785.GEOID18 height accuracy estimate available here.
 HZ0785
 HZ0785.Click photographs - Photos may exist for this station.
 HZ0785
 HZ0785.The dynamic height is computed by dividing the NAVD 88
 HZ0785.geopotential number by the normal gravity value computed on the
 HZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0785.degrees latitude (g = 980.6199 gals.).
 HZ0785
 HZ0785.The modeled gravity was interpolated from observed gravity values.
 HZ0785
 HZ0785;                    North         East    Units  Estimated Accuracy
 HZ0785;SPC IN E     -   408,500.      168,510.      MT  (+/- 180 meters Scaled)
 HZ0785
 HZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ840106(NAD 83)
 HZ0785
 HZ0785                          SUPERSEDED SURVEY CONTROL
 HZ0785
 HZ0785  NGVD 29 (??/??/92)  146.337  (m)          480.11   (f) ADJ UNCH    1 2
 HZ0785
 HZ0785.Superseded values are not recommended for survey control.
 HZ0785
 HZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0785.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0785
 HZ0785_MARKER: DD = SURVEY DISK
 HZ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0785_STAMPING: TT-C-5 1960
 HZ0785_MARK LOGO: USACE
 HZ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0785+STABILITY: SURFACE MOTION
 HZ0785
 HZ0785  HISTORY     - Date     Condition        Report By
 HZ0785  HISTORY     - 1960     MONUMENTED       USACE
 HZ0785  HISTORY     - 1965     GOOD             CGS
 HZ0785
 HZ0785                          STATION DESCRIPTION
 HZ0785
 HZ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0785'2.2 MI SW FROM RISING SUN.
 HZ0785'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0785'AT RISING SUN, THENCE 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0785'56, IN SECTION 16, T 3 N, R 1 W, 19 1/2 FEET NORTHWEST OF THE
 HZ0785'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET SOUTHWEST OF AN OLD BARN,
 HZ0785'5 1/2 FEET EAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE,
 HZ0785'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ0785'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0784 ***********************************************************************
 HZ0784  DESIGNATION -  TT C 6
 HZ0784  PID         -  HZ0784
 HZ0784  STATE/COUNTY-  IN/OHIO
 HZ0784  COUNTRY     -  US
 HZ0784  USGS QUAD   -  ABERDEEN (2019)
 HZ0784
 HZ0784                         *CURRENT SURVEY CONTROL
 HZ0784  ______________________________________________________________________
 HZ0784* NAD 83(1986) POSITION- 38 55 40.     (N) 084 52 29.     (W)   SCALED
 HZ0784* NAVD 88 ORTHO HEIGHT -   146.360 (meters)      480.18  (feet) ADJUSTED
 HZ0784  ______________________________________________________________________
 HZ0784  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 HZ0784  DYNAMIC HEIGHT  -        146.267 (meters)      479.88  (feet) COMP
 HZ0784  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 HZ0784
 HZ0784  VERT ORDER      -  FIRST     CLASS II
 HZ0784
 HZ0784.The horizontal coordinates were scaled from a map and have
 HZ0784.an estimated accuracy of +/- 6 seconds.
 HZ0784
 HZ0784.The orthometric height was determined by differential leveling and
 HZ0784.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0784.in June 1991.
 HZ0784
 HZ0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0784.GEOID18 height accuracy estimate available here.
 HZ0784
 HZ0784.Click photographs - Photos may exist for this station.
 HZ0784
 HZ0784.The dynamic height is computed by dividing the NAVD 88
 HZ0784.geopotential number by the normal gravity value computed on the
 HZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0784.degrees latitude (g = 980.6199 gals.).
 HZ0784
 HZ0784.The modeled gravity was interpolated from observed gravity values.
 HZ0784
 HZ0784;                    North         East    Units  Estimated Accuracy
 HZ0784;SPC IN E     -   408,780.      168,670.      MT  (+/- 180 meters Scaled)
 HZ0784
 HZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ842109(NAD 83)
 HZ0784
 HZ0784                          SUPERSEDED SURVEY CONTROL
 HZ0784
 HZ0784  NGVD 29 (??/??/92)  146.562  (m)          480.85   (f) ADJ UNCH    1 2
 HZ0784
 HZ0784.Superseded values are not recommended for survey control.
 HZ0784
 HZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0784.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0784
 HZ0784_MARKER: DD = SURVEY DISK
 HZ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0784_STAMPING: T-T-C-6 1960
 HZ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0784+STABILITY: SURFACE MOTION
 HZ0784
 HZ0784  HISTORY     - Date     Condition        Report By
 HZ0784  HISTORY     - 1960     MONUMENTED       USACE
 HZ0784  HISTORY     - 1965     GOOD             CGS
 HZ0784
 HZ0784                          STATION DESCRIPTION
 HZ0784
 HZ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0784'2 MI SW FROM RISING SUN.
 HZ0784'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 262 FROM THE COURTHOUSE
 HZ0784'AT RISING SUN, THENCE 1.95 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ0784'56, IN SECTION 15, T 3 N, R 1 W, 22 FEET SOUTHEAST OF THE CENTER
 HZ0784'LINE OF THE HIGHWAY, 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HZ0784'OF A SMALL HOUSE, 1.7 FEET NORTHEAST OF A FENCE POST, ABOUT LEVEL
 HZ0784'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ0784'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0779 ***********************************************************************
 HZ0779  DESIGNATION -  TT C 7
 HZ0779  PID         -  HZ0779
 HZ0779  STATE/COUNTY-  IN/OHIO
 HZ0779  COUNTRY     -  US
 HZ0779  USGS QUAD   -  RISING SUN (2019)
 HZ0779
 HZ0779                         *CURRENT SURVEY CONTROL
 HZ0779  ______________________________________________________________________
 HZ0779* NAD 83(1986) POSITION- 38 57 03.     (N) 084 50 56.     (W)   SCALED
 HZ0779* NAVD 88 ORTHO HEIGHT -   150.155 (meters)      492.63  (feet) ADJUSTED
 HZ0779  ______________________________________________________________________
 HZ0779  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 HZ0779  DYNAMIC HEIGHT  -        150.060 (meters)      492.32  (feet) COMP
 HZ0779  MODELED GRAVITY -    979,992.5   (mgal)                       NAVD 88
 HZ0779
 HZ0779  VERT ORDER      -  FIRST     CLASS II
 HZ0779
 HZ0779.The horizontal coordinates were scaled from a map and have
 HZ0779.an estimated accuracy of +/- 6 seconds.
 HZ0779
 HZ0779.The orthometric height was determined by differential leveling and
 HZ0779.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0779.in June 1991.
 HZ0779
 HZ0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0779.GEOID18 height accuracy estimate available here.
 HZ0779
 HZ0779.Click photographs - Photos may exist for this station.
 HZ0779
 HZ0779.The dynamic height is computed by dividing the NAVD 88
 HZ0779.geopotential number by the normal gravity value computed on the
 HZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0779.degrees latitude (g = 980.6199 gals.).
 HZ0779
 HZ0779.The modeled gravity was interpolated from observed gravity values.
 HZ0779
 HZ0779;                    North         East    Units  Estimated Accuracy
 HZ0779;SPC IN E     -   411,360.      170,890.      MT  (+/- 180 meters Scaled)
 HZ0779
 HZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ864135(NAD 83)
 HZ0779
 HZ0779                          SUPERSEDED SURVEY CONTROL
 HZ0779
 HZ0779  NGVD 29 (??/??/92)  150.359  (m)          493.30   (f) ADJ UNCH    1 2
 HZ0779
 HZ0779.Superseded values are not recommended for survey control.
 HZ0779
 HZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0779.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0779
 HZ0779_MARKER: DD = SURVEY DISK
 HZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0779_STAMPING: TT-C-7 1960
 HZ0779_MARK LOGO: USACE
 HZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0779+STABILITY: SURFACE MOTION
 HZ0779
 HZ0779  HISTORY     - Date     Condition        Report By
 HZ0779  HISTORY     - 1960     MONUMENTED       USACE
 HZ0779  HISTORY     - 1965     GOOD             CGS
 HZ0779
 HZ0779                          STATION DESCRIPTION
 HZ0779
 HZ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0779'AT RISING SUN.
 HZ0779'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 HZ0779'RISING SUN, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 56, THENCE
 HZ0779'0.25 MILES EAST ALONG SIXTH STREET, IN SECTION 2, T 3 N, R 1 W,
 HZ0779'39 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF SIXTH STREET AND
 HZ0779'SHORT STREET, 17 FEET SOUTH OF THE CENTER LINE OF SIXTH STREET,
 HZ0779'221 FEET WEST OF THE WEST BANK OF THE OHIO RIVER, 14 FEET EAST OF
 HZ0779'A POWER POLE, ABOUT LEVEL WITH THE STREET, ABOUT 1/2 FOOT ABOVE
 HZ0779'THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST
 HZ0779'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0578 ***********************************************************************
 JZ0578  DESIGNATION -  TT D 5
 JZ0578  PID         -  JZ0578
 JZ0578  STATE/COUNTY-  IN/DEARBORN
 JZ0578  COUNTRY     -  US
 JZ0578  USGS QUAD   -  AURORA (2019)
 JZ0578
 JZ0578                         *CURRENT SURVEY CONTROL
 JZ0578  ______________________________________________________________________
 JZ0578* NAD 83(1986) POSITION- 39 04 39.     (N) 084 52 30.     (W)   SCALED
 JZ0578* NAVD 88 ORTHO HEIGHT -   147.308 (meters)      483.29  (feet) ADJUSTED
 JZ0578  ______________________________________________________________________
 JZ0578  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 JZ0578  DYNAMIC HEIGHT  -        147.215 (meters)      482.99  (feet) COMP
 JZ0578  MODELED GRAVITY -    979,998.0   (mgal)                       NAVD 88
 JZ0578
 JZ0578  VERT ORDER      -  FIRST     CLASS II
 JZ0578
 JZ0578.The horizontal coordinates were scaled from a map and have
 JZ0578.an estimated accuracy of +/- 6 seconds.
 JZ0578
 JZ0578.The orthometric height was determined by differential leveling and
 JZ0578.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0578.in June 1991.
 JZ0578
 JZ0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0578.GEOID18 height accuracy estimate available here.
 JZ0578
 JZ0578.Click photographs - Photos may exist for this station.
 JZ0578
 JZ0578.The dynamic height is computed by dividing the NAVD 88
 JZ0578.geopotential number by the normal gravity value computed on the
 JZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0578.degrees latitude (g = 980.6199 gals.).
 JZ0578
 JZ0578.The modeled gravity was interpolated from observed gravity values.
 JZ0578
 JZ0578;                    North         East    Units  Estimated Accuracy
 JZ0578;SPC IN E     -   425,400.      168,500.      MT  (+/- 180 meters Scaled)
 JZ0578
 JZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ838275(NAD 83)
 JZ0578
 JZ0578                          SUPERSEDED SURVEY CONTROL
 JZ0578
 JZ0578  NGVD 29 (??/??/92)  147.518  (m)          483.98   (f) ADJ UNCH    1 2
 JZ0578
 JZ0578.Superseded values are not recommended for survey control.
 JZ0578
 JZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0578.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0578
 JZ0578_MARKER: DD = SURVEY DISK
 JZ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0578_STAMPING: TT D 5 1960
 JZ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0578+STABILITY: SURFACE MOTION
 JZ0578
 JZ0578  HISTORY     - Date     Condition        Report By
 JZ0578  HISTORY     - 1960     MONUMENTED       USACE
 JZ0578  HISTORY     - 1964     GOOD             CGS
 JZ0578  HISTORY     - 1986     GOOD             LOCSUR
 JZ0578
 JZ0578                          STATION DESCRIPTION
 JZ0578
 JZ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0578'1.8 MI SW FROM LAWRENCEBURG.
 JZ0578'1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0578'THE STATION AT LAWRENCEBURG, ABOUT 0.3 MILE SOUTHWEST OF THE
 JZ0578'RAILROAD BRIDGE OVER TANNERS CREEK, AT A FIELD ROAD CROSSING,
 JZ0578'8.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 25 FEET NORTH OF THE
 JZ0578'CENTER OF THE CROSSING, 4 RAILS SOUTHWEST OF MILEAGE POLE 23/40,
 JZ0578'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JZ0578'CONCRETE POST PROJECTING 0.5 FOOT.
 JZ0578
 JZ0578                          STATION RECOVERY (1986)
 JZ0578
 JZ0578'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0579 ***********************************************************************
 JZ0579  DESIGNATION -  TT D 6
 JZ0579  PID         -  JZ0579
 JZ0579  STATE/COUNTY-  IN/DEARBORN
 JZ0579  COUNTRY     -  US
 JZ0579  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0579
 JZ0579                         *CURRENT SURVEY CONTROL
 JZ0579  ______________________________________________________________________
 JZ0579* NAD 83(1986) POSITION- 39 04 43.     (N) 084 52 24.     (W)   SCALED
 JZ0579* NAVD 88 ORTHO HEIGHT -   147.190 (meters)      482.91  (feet) ADJUSTED
 JZ0579  ______________________________________________________________________
 JZ0579  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 JZ0579  DYNAMIC HEIGHT  -        147.098 (meters)      482.60  (feet) COMP
 JZ0579  MODELED GRAVITY -    979,997.9   (mgal)                       NAVD 88
 JZ0579
 JZ0579  VERT ORDER      -  FIRST     CLASS II
 JZ0579
 JZ0579.The horizontal coordinates were scaled from a map and have
 JZ0579.an estimated accuracy of +/- 6 seconds.
 JZ0579
 JZ0579.The orthometric height was determined by differential leveling and
 JZ0579.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0579.in June 1991.
 JZ0579
 JZ0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0579.GEOID18 height accuracy estimate available here.
 JZ0579
 JZ0579.Click photographs - Photos may exist for this station.
 JZ0579
 JZ0579.The dynamic height is computed by dividing the NAVD 88
 JZ0579.geopotential number by the normal gravity value computed on the
 JZ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0579.degrees latitude (g = 980.6199 gals.).
 JZ0579
 JZ0579.The modeled gravity was interpolated from observed gravity values.
 JZ0579
 JZ0579;                    North         East    Units  Estimated Accuracy
 JZ0579;SPC IN E     -   425,520.      168,650.      MT  (+/- 180 meters Scaled)
 JZ0579
 JZ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ839276(NAD 83)
 JZ0579
 JZ0579                          SUPERSEDED SURVEY CONTROL
 JZ0579
 JZ0579  NGVD 29 (??/??/92)  147.400  (m)          483.59   (f) ADJ UNCH    1 2
 JZ0579
 JZ0579.Superseded values are not recommended for survey control.
 JZ0579
 JZ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0579.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0579
 JZ0579_MARKER: DD = SURVEY DISK
 JZ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0579_STAMPING: TT D 6 1960
 JZ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0579+STABILITY: SURFACE MOTION
 JZ0579
 JZ0579  HISTORY     - Date     Condition        Report By
 JZ0579  HISTORY     - 1960     MONUMENTED       USACE
 JZ0579  HISTORY     - 1960     GOOD             USACE
 JZ0579  HISTORY     - 1964     GOOD             CGS
 JZ0579  HISTORY     - 1986     GOOD             LOCSUR
 JZ0579
 JZ0579                          STATION DESCRIPTION
 JZ0579
 JZ0579'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1960
 JZ0579'RECOVERED IN GOOD CONDITION.
 JZ0579
 JZ0579                          STATION RECOVERY (1964)
 JZ0579
 JZ0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JZ0579'1.7 MI SW FROM LAWRENCEBURG.
 JZ0579'1.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0579'THE STATION AT LAWRENCEBURG, ABOUT 40 RAILS NORTHEAST OF A FIELD
 JZ0579'ROAD CROSSING, MIDWAY BETWEEN THE SECOND AND THIRD POLE NORTHEAST
 JZ0579'OF MILEAGE POLE 23/40, 10.7 FEET NORTHWEST OF THE NORTHWEST
 JZ0579'RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JZ0579'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- ABOUT 0.2 MILE
 JZ0579'SOUTHWEST OF RAILROAD BRIDGE OVER TANNERS CREEK.
 JZ0579
 JZ0579                          STATION RECOVERY (1986)
 JZ0579
 JZ0579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DRS)
 JZ0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0473 ***********************************************************************
 JA0473  DESIGNATION -  TT H 10
 JA0473  PID         -  JA0473
 JA0473  STATE/COUNTY-  IN/HARRISON
 JA0473  COUNTRY     -  US
 JA0473  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0473
 JA0473                         *CURRENT SURVEY CONTROL
 JA0473  ______________________________________________________________________
 JA0473* NAD 83(1986) POSITION- 38 04 21.     (N) 086 16 12.     (W)   SCALED
 JA0473* NAVD 88 ORTHO HEIGHT -   129.542 (meters)      425.01  (feet) ADJUSTED
 JA0473  ______________________________________________________________________
 JA0473  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 JA0473  DYNAMIC HEIGHT  -        129.450 (meters)      424.70  (feet) COMP
 JA0473  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0473
 JA0473  VERT ORDER      -  FIRST     CLASS II
 JA0473
 JA0473.The horizontal coordinates were scaled from a map and have
 JA0473.an estimated accuracy of +/- 6 seconds.
 JA0473
 JA0473.The orthometric height was determined by differential leveling and
 JA0473.adjusted by the NATIONAL GEODETIC SURVEY
 JA0473.in June 1991.
 JA0473
 JA0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0473.GEOID18 height accuracy estimate available here.
 JA0473
 JA0473.Click photographs - Photos may exist for this station.
 JA0473
 JA0473.The dynamic height is computed by dividing the NAVD 88
 JA0473.geopotential number by the normal gravity value computed on the
 JA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0473.degrees latitude (g = 980.6199 gals.).
 JA0473
 JA0473.The modeled gravity was interpolated from observed gravity values.
 JA0473
 JA0473;                    North         East    Units  Estimated Accuracy
 JA0473;SPC IN E     -   313,710.       47,060.      MT  (+/- 180 meters Scaled)
 JA0473
 JA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH640141(NAD 83)
 JA0473
 JA0473                          SUPERSEDED SURVEY CONTROL
 JA0473
 JA0473  NGVD 29 (??/??/92)  129.651  (m)          425.36   (f) ADJ UNCH    1 2
 JA0473
 JA0473.Superseded values are not recommended for survey control.
 JA0473
 JA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0473.See file dsdata.pdf to determine how the superseded data were derived.
 JA0473
 JA0473_MARKER: DD = SURVEY DISK
 JA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0473_STAMPING: TT H-10 1962
 JA0473_MARK LOGO: USACE
 JA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0473+STABILITY: SURFACE MOTION
 JA0473
 JA0473  HISTORY     - Date     Condition        Report By
 JA0473  HISTORY     - 1962     MONUMENTED       USACE
 JA0473  HISTORY     - 1965     GOOD             CGS
 JA0473
 JA0473                          STATION DESCRIPTION
 JA0473
 JA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0473'2.1 MI S FROM NEW AMSTERDAM.
 JA0473'2.1 MILES SOUTH ALONG THE GRAVELED RIVER ROAD FROM THE
 JA0473'EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN
 JA0473'SECTION 23, T 5 S, R 2 E, ABOUT 0.2 MILES SOUTH OF A FARMHOUSE,
 JA0473'ABOUT 0. MILE NORTH OF A BARN 158 YARDS WEST OF THE CENTER LINE
 JA0473'OF THE ROAD, ON THE NORTH SIDE OF AN EAST-WEST FENCE BETWEEN
 JA0473'2 CULTIVATED FIELDS, 1.0 FOOT NORTH OF THE THIRD NORTH-SOUTH
 JA0473'FENCE JOINING THE EAST-WEST FENCE, 0.6 FOOT SOUTH OF A METAL
 JA0473'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 JA0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0465 ***********************************************************************
 JA0465  DESIGNATION -  TT H 15
 JA0465  PID         -  JA0465
 JA0465  STATE/COUNTY-  IN/HARRISON
 JA0465  COUNTRY     -  US
 JA0465  USGS QUAD   -  MAUCKPORT (2019)
 JA0465
 JA0465                         *CURRENT SURVEY CONTROL
 JA0465  ______________________________________________________________________
 JA0465* NAD 83(1986) POSITION- 38 01 24.     (N) 086 12 10.     (W)   SCALED
 JA0465* NAVD 88 ORTHO HEIGHT -   129.063 (meters)      423.43  (feet) ADJUSTED
 JA0465  ______________________________________________________________________
 JA0465  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JA0465  DYNAMIC HEIGHT  -        128.972 (meters)      423.14  (feet) COMP
 JA0465  MODELED GRAVITY -    979,924.2   (mgal)                       NAVD 88
 JA0465
 JA0465  VERT ORDER      -  FIRST     CLASS II
 JA0465
 JA0465.The horizontal coordinates were scaled from a map and have
 JA0465.an estimated accuracy of +/- 6 seconds.
 JA0465
 JA0465.The orthometric height was determined by differential leveling and
 JA0465.adjusted by the NATIONAL GEODETIC SURVEY
 JA0465.in June 1991.
 JA0465
 JA0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0465.GEOID18 height accuracy estimate available here.
 JA0465
 JA0465.Click photographs - Photos may exist for this station.
 JA0465
 JA0465.The dynamic height is computed by dividing the NAVD 88
 JA0465.geopotential number by the normal gravity value computed on the
 JA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0465.degrees latitude (g = 980.6199 gals.).
 JA0465
 JA0465.The modeled gravity was interpolated from observed gravity values.
 JA0465
 JA0465;                    North         East    Units  Estimated Accuracy
 JA0465;SPC IN E     -   308,220.       52,930.      MT  (+/- 180 meters Scaled)
 JA0465
 JA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH699087(NAD 83)
 JA0465
 JA0465                          SUPERSEDED SURVEY CONTROL
 JA0465
 JA0465  NGVD 29 (??/??/92)  129.178  (m)          423.81   (f) ADJ UNCH    1 2
 JA0465
 JA0465.Superseded values are not recommended for survey control.
 JA0465
 JA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0465.See file dsdata.pdf to determine how the superseded data were derived.
 JA0465
 JA0465_MARKER: DD = SURVEY DISK
 JA0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0465_STAMPING: TT-H-15 1962
 JA0465_MARK LOGO: USACE
 JA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0465+STABILITY: SURFACE MOTION
 JA0465
 JA0465  HISTORY     - Date     Condition        Report By
 JA0465  HISTORY     - 1962     MONUMENTED       USACE
 JA0465  HISTORY     - 1965     GOOD             CGS
 JA0465
 JA0465                          STATION DESCRIPTION
 JA0465
 JA0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0465'0.5 MI W FROM MAUCKPORT.
 JA0465'0.5 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW HIGHWAY
 JA0465'BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, IN SECTION 4, T 6 S,
 JA0465'R 3 E, 44 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 JA0465'A DIRT ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 70
 JA0465'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BUILDING WHICH
 JA0465'HOUSES THE YOCUM POOL ROOM, 7 FEET EAST OF THE EAST EDGE OF A
 JA0465'LARGE CONCRETE PLATFORM FOR A WELL WITH A ROOF, 4 FEET SOUTHWEST
 JA0465'OF A POWER POLE SUPPORTING A STREET LIGHT, ABOUT LEVEL WITH THE
 JA0465'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0463 ***********************************************************************
 JA0463  DESIGNATION -  TT H 16
 JA0463  PID         -  JA0463
 JA0463  STATE/COUNTY-  IN/HARRISON
 JA0463  COUNTRY     -  US
 JA0463  USGS QUAD   -  MAUCKPORT (2019)
 JA0463
 JA0463                         *CURRENT SURVEY CONTROL
 JA0463  ______________________________________________________________________
 JA0463* NAD 83(1986) POSITION- 38 01 21.     (N) 086 12 06.     (W)   SCALED
 JA0463* NAVD 88 ORTHO HEIGHT -   129.250 (meters)      424.05  (feet) ADJUSTED
 JA0463  ______________________________________________________________________
 JA0463  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 JA0463  DYNAMIC HEIGHT  -        129.159 (meters)      423.75  (feet) COMP
 JA0463  MODELED GRAVITY -    979,924.3   (mgal)                       NAVD 88
 JA0463
 JA0463  VERT ORDER      -  FIRST     CLASS II
 JA0463
 JA0463.The horizontal coordinates were scaled from a map and have
 JA0463.an estimated accuracy of +/- 6 seconds.
 JA0463
 JA0463.The orthometric height was determined by differential leveling and
 JA0463.adjusted by the NATIONAL GEODETIC SURVEY
 JA0463.in June 1991.
 JA0463
 JA0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0463.GEOID18 height accuracy estimate available here.
 JA0463
 JA0463.Click photographs - Photos may exist for this station.
 JA0463
 JA0463.The dynamic height is computed by dividing the NAVD 88
 JA0463.geopotential number by the normal gravity value computed on the
 JA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0463.degrees latitude (g = 980.6199 gals.).
 JA0463
 JA0463.The modeled gravity was interpolated from observed gravity values.
 JA0463
 JA0463;                    North         East    Units  Estimated Accuracy
 JA0463;SPC IN E     -   308,130.       53,030.      MT  (+/- 180 meters Scaled)
 JA0463
 JA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH700086(NAD 83)
 JA0463
 JA0463                          SUPERSEDED SURVEY CONTROL
 JA0463
 JA0463  NGVD 29 (??/??/92)  129.365  (m)          424.43   (f) ADJ UNCH    1 2
 JA0463
 JA0463.Superseded values are not recommended for survey control.
 JA0463
 JA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0463.See file dsdata.pdf to determine how the superseded data were derived.
 JA0463
 JA0463_MARKER: DD = SURVEY DISK
 JA0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0463_STAMPING: TT-H-16 1962
 JA0463_MARK LOGO: USACE
 JA0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0463+STABILITY: SURFACE MOTION
 JA0463
 JA0463  HISTORY     - Date     Condition        Report By
 JA0463  HISTORY     - 1962     MONUMENTED       USACE
 JA0463  HISTORY     - 1965     GOOD             CGS
 JA0463
 JA0463                          STATION DESCRIPTION
 JA0463
 JA0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0463'0.4 MI W FROM MAUCKPORT.
 JA0463'0.4 MILE WEST ALONG OLD STATE HIGHWAY 135 FROM THE NEW BRIDGE
 JA0463'OVER THE OHIO RIVER A MAUCKPORT, IN SECTION 4, T 6 S, R 3 E, 54
 JA0463'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A ROAD
 JA0463'LEADING NORTH, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JA0463'51 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF
 JA0463'A 24-INCH HICKORY TREE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 JA0463'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0463'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0478 ***********************************************************************
 JA0478  DESIGNATION -  TT H 7
 JA0478  PID         -  JA0478
 JA0478  STATE/COUNTY-  IN/HARRISON
 JA0478  COUNTRY     -  US
 JA0478  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0478
 JA0478                         *CURRENT SURVEY CONTROL
 JA0478  ______________________________________________________________________
 JA0478* NAD 83(1986) POSITION- 38 06 11.     (N) 086 16 33.     (W)   SCALED
 JA0478* NAVD 88 ORTHO HEIGHT -   128.507 (meters)      421.61  (feet) ADJUSTED
 JA0478  ______________________________________________________________________
 JA0478  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 JA0478  DYNAMIC HEIGHT  -        128.415 (meters)      421.31  (feet) COMP
 JA0478  MODELED GRAVITY -    979,919.3   (mgal)                       NAVD 88
 JA0478
 JA0478  VERT ORDER      -  FIRST     CLASS II
 JA0478
 JA0478.The horizontal coordinates were scaled from a map and have
 JA0478.an estimated accuracy of +/- 6 seconds.
 JA0478
 JA0478.The orthometric height was determined by differential leveling and
 JA0478.adjusted by the NATIONAL GEODETIC SURVEY
 JA0478.in June 1991.
 JA0478
 JA0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0478.GEOID18 height accuracy estimate available here.
 JA0478
 JA0478.Click photographs - Photos may exist for this station.
 JA0478
 JA0478.The dynamic height is computed by dividing the NAVD 88
 JA0478.geopotential number by the normal gravity value computed on the
 JA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0478.degrees latitude (g = 980.6199 gals.).
 JA0478
 JA0478.The modeled gravity was interpolated from observed gravity values.
 JA0478
 JA0478;                    North         East    Units  Estimated Accuracy
 JA0478;SPC IN E     -   317,110.       46,570.      MT  (+/- 180 meters Scaled)
 JA0478
 JA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH634174(NAD 83)
 JA0478
 JA0478                          SUPERSEDED SURVEY CONTROL
 JA0478
 JA0478  NGVD 29 (??/??/92)  128.613  (m)          421.96   (f) ADJ UNCH    1 2
 JA0478
 JA0478.Superseded values are not recommended for survey control.
 JA0478
 JA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0478.See file dsdata.pdf to determine how the superseded data were derived.
 JA0478
 JA0478_MARKER: DD = SURVEY DISK
 JA0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0478_STAMPING: TT H 7 1962
 JA0478_MARK LOGO: USACE
 JA0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0478+STABILITY: SURFACE MOTION
 JA0478
 JA0478  HISTORY     - Date     Condition        Report By
 JA0478  HISTORY     - 1962     MONUMENTED       USACE
 JA0478  HISTORY     - 1964     GOOD             CGS
 JA0478  HISTORY     - 1965     GOOD             CGS
 JA0478
 JA0478                          STATION DESCRIPTION
 JA0478
 JA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0478'AT NEW AMSTERDAM.
 JA0478'AT NEW AMSTERDAM, ABOUT 0.1 MILE NORTH ALONG A BLACK TOP STREET
 JA0478'FROM THE NEW AMSTERDAM EUB CHURCH, AT A STREET INTERSECTION, 37
 JA0478'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 26 FEET SOUTH
 JA0478'OF THE CENTER LINE OF THE EAST-WEST STREET, 33 FEET WEST OF THE
 JA0478'CENTER LINE OF THE NORTH-SOUTH STREET, 11 1/2 FEET SOUTHWEST OF
 JA0478'THE WEST END OF A 14 INCH PIPE CULVERT UNDER THE NORTH-SOUTH
 JA0478'STREET, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JA0478'THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JA0478'FOOT.  SEC 2 T 5 S R 2 E.
 JA0478
 JA0478                          STATION RECOVERY (1965)
 JA0478
 JA0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0477 ***********************************************************************
 JA0477  DESIGNATION -  TT H 8
 JA0477  PID         -  JA0477
 JA0477  STATE/COUNTY-  IN/HARRISON
 JA0477  COUNTRY     -  US
 JA0477  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0477
 JA0477                         *CURRENT SURVEY CONTROL
 JA0477  ______________________________________________________________________
 JA0477* NAD 83(1986) POSITION- 38 06 09.     (N) 086 16 33.     (W)   SCALED
 JA0477* NAVD 88 ORTHO HEIGHT -   129.340 (meters)      424.34  (feet) ADJUSTED
 JA0477  ______________________________________________________________________
 JA0477  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 JA0477  DYNAMIC HEIGHT  -        129.249 (meters)      424.04  (feet) COMP
 JA0477  MODELED GRAVITY -    979,919.5   (mgal)                       NAVD 88
 JA0477
 JA0477  VERT ORDER      -  FIRST     CLASS II
 JA0477
 JA0477.The horizontal coordinates were scaled from a map and have
 JA0477.an estimated accuracy of +/- 6 seconds.
 JA0477
 JA0477.The orthometric height was determined by differential leveling and
 JA0477.adjusted by the NATIONAL GEODETIC SURVEY
 JA0477.in June 1991.
 JA0477
 JA0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0477.GEOID18 height accuracy estimate available here.
 JA0477
 JA0477.Click photographs - Photos may exist for this station.
 JA0477
 JA0477.The dynamic height is computed by dividing the NAVD 88
 JA0477.geopotential number by the normal gravity value computed on the
 JA0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0477.degrees latitude (g = 980.6199 gals.).
 JA0477
 JA0477.The modeled gravity was interpolated from observed gravity values.
 JA0477
 JA0477;                    North         East    Units  Estimated Accuracy
 JA0477;SPC IN E     -   317,050.       46,570.      MT  (+/- 180 meters Scaled)
 JA0477
 JA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH634174(NAD 83)
 JA0477
 JA0477                          SUPERSEDED SURVEY CONTROL
 JA0477
 JA0477  NGVD 29 (??/??/92)  129.447  (m)          424.69   (f) ADJ UNCH    1 2
 JA0477
 JA0477.Superseded values are not recommended for survey control.
 JA0477
 JA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0477.See file dsdata.pdf to determine how the superseded data were derived.
 JA0477
 JA0477_MARKER: DD = SURVEY DISK
 JA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0477_STAMPING: TT H 8 1962
 JA0477_MARK LOGO: USACE
 JA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0477+STABILITY: SURFACE MOTION
 JA0477
 JA0477  HISTORY     - Date     Condition        Report By
 JA0477  HISTORY     - 1962     MONUMENTED       USACE
 JA0477  HISTORY     - 1964     GOOD             CGS
 JA0477  HISTORY     - 1965     GOOD             CGS
 JA0477
 JA0477                          STATION DESCRIPTION
 JA0477
 JA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JA0477'AT NEW AMSTERDAM.
 JA0477'AT NEW AMSTERDAM, ABOUT 89 YARDS NORTHWEST OF THE NORTHWEST
 JA0477'CORNER OF THE NEW AMSTERDAM EUB CHURCH, ALONG A NORTH-SOUTH BLACK
 JA0477'TOP STREET, 152 FEET NORTH-NORTHWEST OF A STREET INTERSECTION,
 JA0477'27 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH STREET, 11
 JA0477'FEET SOUTHWEST OF A 6-INCH SUGAR MAPLE TREE, ABOUT 107 YARDS
 JA0477'SOUTH OF BENCH MARK TT H 7 (U.S.E.) 1 1/2 FEET EAST OF A METAL
 JA0477'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 JA0477'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  SEC 2 T 5 S
 JA0477'R 2 E.
 JA0477
 JA0477                          STATION RECOVERY (1965)
 JA0477
 JA0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0474 ***********************************************************************
 JA0474  DESIGNATION -  TT H 9
 JA0474  PID         -  JA0474
 JA0474  STATE/COUNTY-  IN/HARRISON
 JA0474  COUNTRY     -  US
 JA0474  USGS QUAD   -  NEW AMSTERDAM (2019)
 JA0474
 JA0474                         *CURRENT SURVEY CONTROL
 JA0474  ______________________________________________________________________
 JA0474* NAD 83(1986) POSITION- 38 04 21.     (N) 086 16 15.     (W)   SCALED
 JA0474* NAVD 88 ORTHO HEIGHT -   128.739 (meters)      422.37  (feet) ADJUSTED
 JA0474  ______________________________________________________________________
 JA0474  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 JA0474  DYNAMIC HEIGHT  -        128.648 (meters)      422.07  (feet) COMP
 JA0474  MODELED GRAVITY -    979,920.3   (mgal)                       NAVD 88
 JA0474
 JA0474  VERT ORDER      -  FIRST     CLASS II
 JA0474
 JA0474.The horizontal coordinates were scaled from a map and have
 JA0474.an estimated accuracy of +/- 6 seconds.
 JA0474
 JA0474.The orthometric height was determined by differential leveling and
 JA0474.adjusted by the NATIONAL GEODETIC SURVEY
 JA0474.in June 1991.
 JA0474
 JA0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0474.GEOID18 height accuracy estimate available here.
 JA0474
 JA0474.Click photographs - Photos may exist for this station.
 JA0474
 JA0474.The dynamic height is computed by dividing the NAVD 88
 JA0474.geopotential number by the normal gravity value computed on the
 JA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0474.degrees latitude (g = 980.6199 gals.).
 JA0474
 JA0474.The modeled gravity was interpolated from observed gravity values.
 JA0474
 JA0474;                    North         East    Units  Estimated Accuracy
 JA0474;SPC IN E     -   313,710.       46,990.      MT  (+/- 180 meters Scaled)
 JA0474
 JA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH639141(NAD 83)
 JA0474
 JA0474                          SUPERSEDED SURVEY CONTROL
 JA0474
 JA0474  NGVD 29 (??/??/92)  128.848  (m)          422.73   (f) ADJ UNCH    1 2
 JA0474
 JA0474.Superseded values are not recommended for survey control.
 JA0474
 JA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0474.See file dsdata.pdf to determine how the superseded data were derived.
 JA0474
 JA0474_MARKER: DD = SURVEY DISK
 JA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0474_STAMPING: TT-H-9 1962
 JA0474_MARK LOGO: USACE
 JA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0474+STABILITY: SURFACE MOTION
 JA0474
 JA0474  HISTORY     - Date     Condition        Report By
 JA0474  HISTORY     - 1962     MONUMENTED       USACE
 JA0474  HISTORY     - 1965     GOOD             CGS
 JA0474
 JA0474                          STATION DESCRIPTION
 JA0474
 JA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0474'2.2 MI S FROM NEW AMSTERDAM.
 JA0474'2.15 MILES SOUTH ALONG THE GRAVELED RIVER ROAD FROM THE
 JA0474'EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, IN SECTION
 JA0474'23, T 5 S, R 2 E, ABOUT 0.2 MILE SOUTH OF A FARMHOUSE BELONGING
 JA0474'TO MR. STOKER, ABOUT 0.1 MILE NORTH OF A BARN BELONGING TO
 JA0474'SCHUYLER FITCH, ON THE NORTH SIDE OF AN EAST-WEST FENCE BETWEEN
 JA0474'2 CULTIVATED FIELDS, 259 YARDS WEST OF THE CENTER LINE OF THE
 JA0474'ROAD, 101 YARDS WEST OF BENCH MARK TT H 10 (USE), 3 FEET NORTH
 JA0474'OF A TWIN-TRUNKED WALNUT TREE, 0.8 FOOT SOUTH OF A METAL WITNESS
 JA0474'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 JA0474'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1591 ***********************************************************************
 HZ1591  DESIGNATION -  TT K 10
 HZ1591  PID         -  HZ1591
 HZ1591  STATE/COUNTY-  IN/HARRISON
 HZ1591  COUNTRY     -  US
 HZ1591  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1591
 HZ1591                         *CURRENT SURVEY CONTROL
 HZ1591  ______________________________________________________________________
 HZ1591* NAD 83(1986) POSITION- 38 03 44.     (N) 085 55 05.     (W)   SCALED
 HZ1591* NAVD 88 ORTHO HEIGHT -   132.700 (meters)      435.37  (feet) ADJUSTED
 HZ1591  ______________________________________________________________________
 HZ1591  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 HZ1591  DYNAMIC HEIGHT  -        132.608 (meters)      435.06  (feet) COMP
 HZ1591  MODELED GRAVITY -    979,937.6   (mgal)                       NAVD 88
 HZ1591
 HZ1591  VERT ORDER      -  FIRST     CLASS II
 HZ1591
 HZ1591.The horizontal coordinates were scaled from a map and have
 HZ1591.an estimated accuracy of +/- 6 seconds.
 HZ1591
 HZ1591.The orthometric height was determined by differential leveling and
 HZ1591.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1591.in June 1991.
 HZ1591
 HZ1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1591.GEOID18 height accuracy estimate available here.
 HZ1591
 HZ1591.Click photographs - Photos may exist for this station.
 HZ1591
 HZ1591.The dynamic height is computed by dividing the NAVD 88
 HZ1591.geopotential number by the normal gravity value computed on the
 HZ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1591.degrees latitude (g = 980.6199 gals.).
 HZ1591
 HZ1591.The modeled gravity was interpolated from observed gravity values.
 HZ1591
 HZ1591;                    North         East    Units  Estimated Accuracy
 HZ1591;SPC IN E     -   312,430.       77,940.      MT  (+/- 180 meters Scaled)
 HZ1591
 HZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH949132(NAD 83)
 HZ1591
 HZ1591                          SUPERSEDED SURVEY CONTROL
 HZ1591
 HZ1591  NGVD 29 (??/??/92)  132.830  (m)          435.79   (f) ADJ UNCH    1 2
 HZ1591
 HZ1591.Superseded values are not recommended for survey control.
 HZ1591
 HZ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1591.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1591
 HZ1591_MARKER: DD = SURVEY DISK
 HZ1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1591_STAMPING: TT K 10 1962
 HZ1591_MARK LOGO: USACE
 HZ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1591+STABILITY: SURFACE MOTION
 HZ1591
 HZ1591  HISTORY     - Date     Condition        Report By
 HZ1591  HISTORY     - 1962     MONUMENTED       USACE
 HZ1591  HISTORY     - 1965     GOOD             CGS
 HZ1591
 HZ1591                          STATION DESCRIPTION
 HZ1591
 HZ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1591'2.2 MI N FROM ROSEWOOD.
 HZ1591'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1591'METHODIST CHURCH AT ROSEWOOD, THENCE 1.85 MILES NORTH ALONG
 HZ1591'STATE HIGHWAY 111, IN SECTION 24, T 5 S, R 5 E, ON THE OUTSIDE
 HZ1591'AND NEAR MIDWAY OF A CURVE IN THE HIGHWAY, 16 FEET EAST OF THE
 HZ1591'CENTER LINE OF THE HIGHWAY, 0.5 FOOT WEST OF A METAL WITNESS POST,
 HZ1591'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1591'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1599 ***********************************************************************
 HZ1599  DESIGNATION -  TT K 3
 HZ1599  PID         -  HZ1599
 HZ1599  STATE/COUNTY-  IN/HARRISON
 HZ1599  COUNTRY     -  US
 HZ1599  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1599
 HZ1599                         *CURRENT SURVEY CONTROL
 HZ1599  ______________________________________________________________________
 HZ1599* NAD 83(1986) POSITION- 38 00 12.     (N) 085 58 51.     (W)   SCALED
 HZ1599* NAVD 88 ORTHO HEIGHT -   129.650 (meters)      425.36  (feet) ADJUSTED
 HZ1599  ______________________________________________________________________
 HZ1599  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 HZ1599  DYNAMIC HEIGHT  -        129.559 (meters)      425.06  (feet) COMP
 HZ1599  MODELED GRAVITY -    979,922.4   (mgal)                       NAVD 88
 HZ1599
 HZ1599  VERT ORDER      -  FIRST     CLASS II
 HZ1599
 HZ1599.The horizontal coordinates were scaled from a map and have
 HZ1599.an estimated accuracy of +/- 6 seconds.
 HZ1599
 HZ1599.The orthometric height was determined by differential leveling and
 HZ1599.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1599.in June 1991.
 HZ1599
 HZ1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1599.GEOID18 height accuracy estimate available here.
 HZ1599
 HZ1599.Click photographs - Photos may exist for this station.
 HZ1599
 HZ1599.The dynamic height is computed by dividing the NAVD 88
 HZ1599.geopotential number by the normal gravity value computed on the
 HZ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1599.degrees latitude (g = 980.6199 gals.).
 HZ1599
 HZ1599.The modeled gravity was interpolated from observed gravity values.
 HZ1599
 HZ1599;                    North         East    Units  Estimated Accuracy
 HZ1599;SPC IN E     -   305,910.       72,410.      MT  (+/- 180 meters Scaled)
 HZ1599
 HZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH894066(NAD 83)
 HZ1599
 HZ1599                          SUPERSEDED SURVEY CONTROL
 HZ1599
 HZ1599  NGVD 29 (??/??/92)  129.775  (m)          425.77   (f) ADJ UNCH    1 2
 HZ1599
 HZ1599.Superseded values are not recommended for survey control.
 HZ1599
 HZ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1599.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1599
 HZ1599_MARKER: DD = SURVEY DISK
 HZ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1599_STAMPING: TT K 3 1962
 HZ1599_MARK LOGO: USACE
 HZ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1599+STABILITY: SURFACE MOTION
 HZ1599
 HZ1599  HISTORY     - Date     Condition        Report By
 HZ1599  HISTORY     - 1962     MONUMENTED       USACE
 HZ1599  HISTORY     - 1965     GOOD             CGS
 HZ1599
 HZ1599                          STATION DESCRIPTION
 HZ1599
 HZ1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1599'0.4 MI SE FROM EVANS LANDING.
 HZ1599'ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE
 HZ1599'PRESBYTERIAN CHURCH AT EVANS LANDING, THENCE 0.3 MILE EAST ALONG
 HZ1599'STATE HIGHWAY 111, IN SECTION 8, T 6 S, R 5 E, 22 FEET SOUTH OF
 HZ1599'THE CENTER LINE OF THE HIGHWAY, 170 FEET EAST OF THE
 HZ1599'SOUTHEAST CORNER OF A 1 1/2-STORY HOUSE, 83 FEET WEST OF A POWER
 HZ1599'POLE, 14 FEET WEST-SOUTHWEST OF A TWIN 6-INCH ELM TREE, 0.7 FOOT
 HZ1599'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 HZ1599'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HZ1599'1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1595 ***********************************************************************
 HZ1595  DESIGNATION -  TT K 8
 HZ1595  PID         -  HZ1595
 HZ1595  STATE/COUNTY-  IN/HARRISON
 HZ1595  COUNTRY     -  US
 HZ1595  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1595
 HZ1595                         *CURRENT SURVEY CONTROL
 HZ1595  ______________________________________________________________________
 HZ1595* NAD 83(1986) POSITION- 38 02 16.     (N) 085 55 12.     (W)   SCALED
 HZ1595* NAVD 88 ORTHO HEIGHT -   130.460 (meters)      428.02  (feet) ADJUSTED
 HZ1595  ______________________________________________________________________
 HZ1595  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 HZ1595  DYNAMIC HEIGHT  -        130.370 (meters)      427.72  (feet) COMP
 HZ1595  MODELED GRAVITY -    979,935.0   (mgal)                       NAVD 88
 HZ1595
 HZ1595  VERT ORDER      -  FIRST     CLASS II
 HZ1595
 HZ1595.The horizontal coordinates were scaled from a map and have
 HZ1595.an estimated accuracy of +/- 6 seconds.
 HZ1595
 HZ1595.The orthometric height was determined by differential leveling and
 HZ1595.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1595.in June 1991.
 HZ1595
 HZ1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1595.GEOID18 height accuracy estimate available here.
 HZ1595
 HZ1595.Click photographs - Photos may exist for this station.
 HZ1595
 HZ1595.The dynamic height is computed by dividing the NAVD 88
 HZ1595.geopotential number by the normal gravity value computed on the
 HZ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1595.degrees latitude (g = 980.6199 gals.).
 HZ1595
 HZ1595.The modeled gravity was interpolated from observed gravity values.
 HZ1595
 HZ1595;                    North         East    Units  Estimated Accuracy
 HZ1595;SPC IN E     -   309,720.       77,760.      MT  (+/- 180 meters Scaled)
 HZ1595
 HZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH947105(NAD 83)
 HZ1595
 HZ1595                          SUPERSEDED SURVEY CONTROL
 HZ1595
 HZ1595  NGVD 29 (??/??/92)  130.589  (m)          428.44   (f) ADJ UNCH    1 2
 HZ1595
 HZ1595.Superseded values are not recommended for survey control.
 HZ1595
 HZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1595.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1595
 HZ1595_MARKER: DD = SURVEY DISK
 HZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1595_STAMPING: TT K 8 1952
 HZ1595_MARK LOGO: USACE
 HZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1595+STABILITY: SURFACE MOTION
 HZ1595
 HZ1595  HISTORY     - Date     Condition        Report By
 HZ1595  HISTORY     - 1952     MONUMENTED       USACE
 HZ1595  HISTORY     - 1965     GOOD             CGS
 HZ1595
 HZ1595                          STATION DESCRIPTION
 HZ1595
 HZ1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1595'0.8 MI E FROM ROSEWOOD.
 HZ1595'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1595'METHODIST CHURCH AT ROSEWOOD, THENCE 0.5 MILE EAST ALONG A
 HZ1595'GRAVELED ROAD, IN SECTION 35, T 5 S, R 5 E, ABOUT 0.3 MILE EAST
 HZ1595'OF THE COLVIN CEMETERY, 100 FEET WEST OF THE WEST BANK OF THE
 HZ1595'OHIO RIVER, 75 YARDS NORTH OF THE END OF THE GRAVELED ROAD, 141
 HZ1595'FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED CONCRETE
 HZ1595'BLOCK HOUSE, 0.7 FOOT EAST OF A METAL WINTESS POST, AND SET
 HZ1595'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1592 ***********************************************************************
 HZ1592  DESIGNATION -  TT K 9
 HZ1592  PID         -  HZ1592
 HZ1592  STATE/COUNTY-  IN/HARRISON
 HZ1592  COUNTRY     -  US
 HZ1592  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1592
 HZ1592                         *CURRENT SURVEY CONTROL
 HZ1592  ______________________________________________________________________
 HZ1592* NAD 83(1986) POSITION- 38 03 39.     (N) 085 55 08.     (W)   SCALED
 HZ1592* NAVD 88 ORTHO HEIGHT -   132.607 (meters)      435.06  (feet) ADJUSTED
 HZ1592  ______________________________________________________________________
 HZ1592  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 HZ1592  DYNAMIC HEIGHT  -        132.516 (meters)      434.76  (feet) COMP
 HZ1592  MODELED GRAVITY -    979,937.6   (mgal)                       NAVD 88
 HZ1592
 HZ1592  VERT ORDER      -  FIRST     CLASS II
 HZ1592
 HZ1592.The horizontal coordinates were scaled from a map and have
 HZ1592.an estimated accuracy of +/- 6 seconds.
 HZ1592
 HZ1592.The orthometric height was determined by differential leveling and
 HZ1592.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1592.in June 1991.
 HZ1592
 HZ1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1592.GEOID18 height accuracy estimate available here.
 HZ1592
 HZ1592.Click photographs - Photos may exist for this station.
 HZ1592
 HZ1592.The dynamic height is computed by dividing the NAVD 88
 HZ1592.geopotential number by the normal gravity value computed on the
 HZ1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1592.degrees latitude (g = 980.6199 gals.).
 HZ1592
 HZ1592.The modeled gravity was interpolated from observed gravity values.
 HZ1592
 HZ1592;                    North         East    Units  Estimated Accuracy
 HZ1592;SPC IN E     -   312,280.       77,870.      MT  (+/- 180 meters Scaled)
 HZ1592
 HZ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH948131(NAD 83)
 HZ1592
 HZ1592                          SUPERSEDED SURVEY CONTROL
 HZ1592
 HZ1592  NGVD 29 (??/??/92)  132.737  (m)          435.49   (f) ADJ UNCH    1 2
 HZ1592
 HZ1592.Superseded values are not recommended for survey control.
 HZ1592
 HZ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1592.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1592
 HZ1592_MARKER: DD = SURVEY DISK
 HZ1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1592_STAMPING: TT K 9 1952
 HZ1592_MARK LOGO: USACE
 HZ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1592+STABILITY: SURFACE MOTION
 HZ1592
 HZ1592  HISTORY     - Date     Condition        Report By
 HZ1592  HISTORY     - 1952     MONUMENTED       USACE
 HZ1592  HISTORY     - 1965     GOOD             CGS
 HZ1592
 HZ1592                          STATION DESCRIPTION
 HZ1592
 HZ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1592'2 MI N FROM ROSEWOOD.
 HZ1592'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1592'METHODIST CHURCH AT ROSEWOOD, THENCE 1.75 MILES NORTH ALONG
 HZ1592'STATE HIGHWAY 111, IN SECTION 24, T 5 S, R 5 E, ON THE OUTISDE
 HZ1592'OF A LONG CURVE IN THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE
 HZ1592'OF THE HIGHWAY, 75 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT
 HZ1592'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HZ1592'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1586 ***********************************************************************
 HZ1586  DESIGNATION -  TT L 1
 HZ1586  PID         -  HZ1586
 HZ1586  STATE/COUNTY-  IN/HARRISON
 HZ1586  COUNTRY     -  US
 HZ1586  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1586
 HZ1586                         *CURRENT SURVEY CONTROL
 HZ1586  ______________________________________________________________________
 HZ1586* NAD 83(1986) POSITION- 38 07 16.     (N) 085 54 29.     (W)   SCALED
 HZ1586* NAVD 88 ORTHO HEIGHT -   130.956 (meters)      429.64  (feet) ADJUSTED
 HZ1586  ______________________________________________________________________
 HZ1586  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 HZ1586  DYNAMIC HEIGHT  -        130.866 (meters)      429.35  (feet) COMP
 HZ1586  MODELED GRAVITY -    979,944.7   (mgal)                       NAVD 88
 HZ1586
 HZ1586  VERT ORDER      -  FIRST     CLASS II
 HZ1586
 HZ1586.The horizontal coordinates were scaled from a map and have
 HZ1586.an estimated accuracy of +/- 6 seconds.
 HZ1586
 HZ1586.The orthometric height was determined by differential leveling and
 HZ1586.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1586.in June 1991.
 HZ1586
 HZ1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1586.GEOID18 height accuracy estimate available here.
 HZ1586
 HZ1586.Click photographs - Photos may exist for this station.
 HZ1586
 HZ1586.The dynamic height is computed by dividing the NAVD 88
 HZ1586.geopotential number by the normal gravity value computed on the
 HZ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1586.degrees latitude (g = 980.6199 gals.).
 HZ1586
 HZ1586.The modeled gravity was interpolated from observed gravity values.
 HZ1586
 HZ1586;                    North         East    Units  Estimated Accuracy
 HZ1586;SPC IN E     -   318,960.       78,830.      MT  (+/- 180 meters Scaled)
 HZ1586
 HZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH957198(NAD 83)
 HZ1586
 HZ1586                          SUPERSEDED SURVEY CONTROL
 HZ1586
 HZ1586  NGVD 29 (??/??/92)  131.089  (m)          430.08   (f) ADJ UNCH    1 2
 HZ1586
 HZ1586.Superseded values are not recommended for survey control.
 HZ1586
 HZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1586.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1586
 HZ1586_MARKER: DB = BENCH MARK DISK
 HZ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1586_STAMPING: TT L 1 1962
 HZ1586_MARK LOGO: USACE
 HZ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1586+STABILITY: SURFACE MOTION
 HZ1586
 HZ1586  HISTORY     - Date     Condition        Report By
 HZ1586  HISTORY     - 1962     MONUMENTED       USACE
 HZ1586  HISTORY     - 1965     GOOD             CGS
 HZ1586
 HZ1586                          STATION DESCRIPTION
 HZ1586
 HZ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1586'6.6 MI N FROM ROSEWOOD.
 HZ1586'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1586'METHODIST CHURCH AT ROSEWOOD, THENCE 6.05 MILES NORTH ALONG
 HZ1586'STATE HIGHWAY 111, THENCE 0.25 MILE EAST ALONG A GRAVELED DRIVEWAY
 HZ1586'TO THE RESIDENCE OF MR. ALVIN GLAZE, IN SECTION 36, T 4 S, R 5 E,
 HZ1586'26 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 22 FEET SOUTHEAST
 HZ1586'OF AN 18-INCH PEAR TREE, 7 1/2 FEET EAST OF A 16-INCH PEAR TREE,
 HZ1586'8.0 FEET WEST OF AN 8-INCH ELM TREE WHICH BEARS A WITNESS
 HZ1586'SHIELD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 HZ1586'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1573 ***********************************************************************
 HZ1573  DESIGNATION -  TT L 10
 HZ1573  PID         -  HZ1573
 HZ1573  STATE/COUNTY-  IN/FLOYD
 HZ1573  COUNTRY     -  US
 HZ1573  USGS QUAD   -  LOUISVILLE WEST (2019)
 HZ1573
 HZ1573                         *CURRENT SURVEY CONTROL
 HZ1573  ______________________________________________________________________
 HZ1573* NAD 83(1986) POSITION- 38 13 47.     (N) 085 51 02.     (W)   SCALED
 HZ1573* NAVD 88 ORTHO HEIGHT -   130.341 (meters)      427.63  (feet) ADJUSTED
 HZ1573  ______________________________________________________________________
 HZ1573  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 HZ1573  DYNAMIC HEIGHT  -        130.252 (meters)      427.34  (feet) COMP
 HZ1573  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 HZ1573
 HZ1573  VERT ORDER      -  FIRST     CLASS II
 HZ1573
 HZ1573.The horizontal coordinates were scaled from a map and have
 HZ1573.an estimated accuracy of +/- 6 seconds.
 HZ1573
 HZ1573.The orthometric height was determined by differential leveling and
 HZ1573.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1573.in June 1991.
 HZ1573
 HZ1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1573.GEOID18 height accuracy estimate available here.
 HZ1573
 HZ1573.Click photographs - Photos may exist for this station.
 HZ1573
 HZ1573.The dynamic height is computed by dividing the NAVD 88
 HZ1573.geopotential number by the normal gravity value computed on the
 HZ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1573.degrees latitude (g = 980.6199 gals.).
 HZ1573
 HZ1573.The modeled gravity was interpolated from observed gravity values.
 HZ1573
 HZ1573;                    North         East    Units  Estimated Accuracy
 HZ1573;SPC IN E     -   331,010.       83,900.      MT  (+/- 180 meters Scaled)
 HZ1573
 HZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH006319(NAD 83)
 HZ1573
 HZ1573                          SUPERSEDED SURVEY CONTROL
 HZ1573
 HZ1573  NGVD 29 (??/??/92)  130.479  (m)          428.08   (f) ADJ UNCH    1 2
 HZ1573
 HZ1573.Superseded values are not recommended for survey control.
 HZ1573
 HZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1573.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1573
 HZ1573_MARKER: DD = SURVEY DISK
 HZ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1573_STAMPING: TT L 10 1962
 HZ1573_MARK LOGO: USACE
 HZ1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1573+STABILITY: SURFACE MOTION
 HZ1573
 HZ1573  HISTORY     - Date     Condition        Report By
 HZ1573  HISTORY     - 1962     MONUMENTED       USACE
 HZ1573  HISTORY     - 1965     GOOD             CGS
 HZ1573
 HZ1573                          STATION DESCRIPTION
 HZ1573
 HZ1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1573'4.8 MI S FROM NEW ALBANY.
 HZ1573'ABOUT 1.05 MILES NORTH ALONG THE SOURR            FROM THE
 HZ1573'STATION AT NEW ALBANY, THENCE 3.35 MILES SOUTH ALONG STATE
 HZ1573'HIGHWAY 111, THENCE 0.35 MILE EAST ALONG A PAVED ROAD, IN
 HZ1573'SECTION 28, T 3 S, R 6 E, 29 FEET SOUTH OF THE CENTER OF A
 HZ1573'JUNCTION OF THE PAVED ROAD AND A GRAVELED ROAD LEADING SOUTHEAST,
 HZ1573'11 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 24
 HZ1573'FEET EAST OF THE NORTHEAST END OF A CONCRETE BRIDGE OVER MIDDLE
 HZ1573'CREEK, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HZ1573'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HZ1573'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1585 ***********************************************************************
 HZ1585  DESIGNATION -  TT L 2
 HZ1585  PID         -  HZ1585
 HZ1585  STATE/COUNTY-  IN/HARRISON
 HZ1585  COUNTRY     -  US
 HZ1585  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1585
 HZ1585                         *CURRENT SURVEY CONTROL
 HZ1585  ______________________________________________________________________
 HZ1585* NAD 83(1986) POSITION- 38 07 19.     (N) 085 54 30.     (W)   SCALED
 HZ1585* NAVD 88 ORTHO HEIGHT -   131.116 (meters)      430.17  (feet) ADJUSTED
 HZ1585  ______________________________________________________________________
 HZ1585  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 HZ1585  DYNAMIC HEIGHT  -        131.026 (meters)      429.87  (feet) COMP
 HZ1585  MODELED GRAVITY -    979,944.7   (mgal)                       NAVD 88
 HZ1585
 HZ1585  VERT ORDER      -  FIRST     CLASS II
 HZ1585
 HZ1585.The horizontal coordinates were scaled from a map and have
 HZ1585.an estimated accuracy of +/- 6 seconds.
 HZ1585
 HZ1585.The orthometric height was determined by differential leveling and
 HZ1585.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1585.in June 1991.
 HZ1585
 HZ1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1585.GEOID18 height accuracy estimate available here.
 HZ1585
 HZ1585.Click photographs - Photos may exist for this station.
 HZ1585
 HZ1585.The dynamic height is computed by dividing the NAVD 88
 HZ1585.geopotential number by the normal gravity value computed on the
 HZ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1585.degrees latitude (g = 980.6199 gals.).
 HZ1585
 HZ1585.The modeled gravity was interpolated from observed gravity values.
 HZ1585
 HZ1585;                    North         East    Units  Estimated Accuracy
 HZ1585;SPC IN E     -   319,060.       78,810.      MT  (+/- 180 meters Scaled)
 HZ1585
 HZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH956199(NAD 83)
 HZ1585
 HZ1585                          SUPERSEDED SURVEY CONTROL
 HZ1585
 HZ1585  NGVD 29 (??/??/92)  131.249  (m)          430.61   (f) ADJ UNCH    1 2
 HZ1585
 HZ1585.Superseded values are not recommended for survey control.
 HZ1585
 HZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1585.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1585
 HZ1585_MARKER: DD = SURVEY DISK
 HZ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1585_STAMPING: TT L 2 1962
 HZ1585_MARK LOGO: USACE
 HZ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1585+STABILITY: SURFACE MOTION
 HZ1585
 HZ1585  HISTORY     - Date     Condition        Report By
 HZ1585  HISTORY     - 1962     MONUMENTED       USACE
 HZ1585  HISTORY     - 1965     GOOD             CGS
 HZ1585
 HZ1585                          STATION DESCRIPTION
 HZ1585
 HZ1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1585'6.6 MI N FROM ROSEWOOD.
 HZ1585'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1585'METHODIST CHURCH AT ROSEWOOD, THENCE 6.05 MILES NORTH ALONG
 HZ1585'STATE HIGHWAY 111, THENCE 0.2 MILE EAST ALONG A GRAVELED DRIVEWAY
 HZ1585'ON THE PROPERTY OF MR. ALVIN GLAZE, 57 FEET NORTHEAST OF THE
 HZ1585'NORTHEAST CORNER OF THE GLAZE RESIDENCE, 262 FEET NORTH OF BENCH
 HZ1585'MARK TT L 1 (USE), 8 1/2 FEET SOUTHEAST OF A 14-INCH ELM TREE
 HZ1585'WHICH BEARS A WITNESS SHIELD, AND SET IN THE TOP OF A CONCRETE
 HZ1585'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1581 ***********************************************************************
 HZ1581  DESIGNATION -  TT L 3
 HZ1581  PID         -  HZ1581
 HZ1581  STATE/COUNTY-  IN/HARRISON
 HZ1581  COUNTRY     -  US
 HZ1581  USGS QUAD   -  LANESVILLE (2019)
 HZ1581
 HZ1581                         *CURRENT SURVEY CONTROL
 HZ1581  ______________________________________________________________________
 HZ1581* NAD 83(1986) POSITION- 38 09 16.     (N) 085 54 34.     (W)   SCALED
 HZ1581* NAVD 88 ORTHO HEIGHT -   131.768 (meters)      432.31  (feet) ADJUSTED
 HZ1581  ______________________________________________________________________
 HZ1581  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 HZ1581  DYNAMIC HEIGHT  -        131.676 (meters)      432.01  (feet) COMP
 HZ1581  MODELED GRAVITY -    979,929.9   (mgal)                       NAVD 88
 HZ1581
 HZ1581  VERT ORDER      -  FIRST     CLASS II
 HZ1581
 HZ1581.The horizontal coordinates were scaled from a map and have
 HZ1581.an estimated accuracy of +/- 6 seconds.
 HZ1581
 HZ1581.The orthometric height was determined by differential leveling and
 HZ1581.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1581.in June 1991.
 HZ1581
 HZ1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1581.GEOID18 height accuracy estimate available here.
 HZ1581
 HZ1581.Click photographs - Photos may exist for this station.
 HZ1581
 HZ1581.The dynamic height is computed by dividing the NAVD 88
 HZ1581.geopotential number by the normal gravity value computed on the
 HZ1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1581.degrees latitude (g = 980.6199 gals.).
 HZ1581
 HZ1581.The modeled gravity was interpolated from observed gravity values.
 HZ1581
 HZ1581;                    North         East    Units  Estimated Accuracy
 HZ1581;SPC IN E     -   322,660.       78,720.      MT  (+/- 180 meters Scaled)
 HZ1581
 HZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955235(NAD 83)
 HZ1581
 HZ1581                          SUPERSEDED SURVEY CONTROL
 HZ1581
 HZ1581  NGVD 29 (??/??/92)  131.900  (m)          432.74   (f) ADJ UNCH    1 2
 HZ1581
 HZ1581.Superseded values are not recommended for survey control.
 HZ1581
 HZ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1581.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1581
 HZ1581_MARKER: DD = SURVEY DISK
 HZ1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1581_STAMPING: TT L 3 1962
 HZ1581_MARK LOGO: USACE
 HZ1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1581+STABILITY: SURFACE MOTION
 HZ1581
 HZ1581  HISTORY     - Date     Condition        Report By
 HZ1581  HISTORY     - 1962     MONUMENTED       USACE
 HZ1581  HISTORY     - 1965     GOOD             CGS
 HZ1581
 HZ1581                          STATION DESCRIPTION
 HZ1581
 HZ1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1581'8.7 MI N FROM ROSEWOOD.
 HZ1581'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1581'METHODIST CHURCH AT ROSEWOOD, THENCE 8.4 MILES NORTH ALONG
 HZ1581'STATE HIGHWAY 111, IN SECTION 24, T 4 S, R 5 E, 26 FEET EAST
 HZ1581'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER
 HZ1581'LINE OF A GRAVELED DRIVEWAY, 22 FEET SOUTHWEST OF AN 18-INCH
 HZ1581'LOCUST TREE, 137 FEET WEST OF A POWER POLE BEARING A TRANSFORMER,
 HZ1581'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1581'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HZ1581'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1582 ***********************************************************************
 HZ1582  DESIGNATION -  TT L 4
 HZ1582  PID         -  HZ1582
 HZ1582  STATE/COUNTY-  IN/HARRISON
 HZ1582  COUNTRY     -  US
 HZ1582  USGS QUAD   -  LANESVILLE (2019)
 HZ1582
 HZ1582                         *CURRENT SURVEY CONTROL
 HZ1582  ______________________________________________________________________
 HZ1582* NAD 83(1986) POSITION- 38 09 16.     (N) 085 54 34.     (W)   SCALED
 HZ1582* NAVD 88 ORTHO HEIGHT -   129.842 (meters)      425.99  (feet) ADJUSTED
 HZ1582  ______________________________________________________________________
 HZ1582  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 HZ1582  DYNAMIC HEIGHT  -        129.751 (meters)      425.69  (feet) COMP
 HZ1582  MODELED GRAVITY -    979,929.9   (mgal)                       NAVD 88
 HZ1582
 HZ1582  VERT ORDER      -  FIRST     CLASS II
 HZ1582
 HZ1582.The horizontal coordinates were scaled from a map and have
 HZ1582.an estimated accuracy of +/- 6 seconds.
 HZ1582
 HZ1582.The orthometric height was determined by differential leveling and
 HZ1582.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1582.in June 1991.
 HZ1582
 HZ1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1582.GEOID18 height accuracy estimate available here.
 HZ1582
 HZ1582.Click photographs - Photos may exist for this station.
 HZ1582
 HZ1582.The dynamic height is computed by dividing the NAVD 88
 HZ1582.geopotential number by the normal gravity value computed on the
 HZ1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1582.degrees latitude (g = 980.6199 gals.).
 HZ1582
 HZ1582.The modeled gravity was interpolated from observed gravity values.
 HZ1582
 HZ1582;                    North         East    Units  Estimated Accuracy
 HZ1582;SPC IN E     -   322,660.       78,720.      MT  (+/- 180 meters Scaled)
 HZ1582
 HZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955235(NAD 83)
 HZ1582
 HZ1582                          SUPERSEDED SURVEY CONTROL
 HZ1582
 HZ1582  NGVD 29 (??/??/92)  129.974  (m)          426.42   (f) ADJ UNCH    1 2
 HZ1582
 HZ1582.Superseded values are not recommended for survey control.
 HZ1582
 HZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1582.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1582
 HZ1582_MARKER: DD = SURVEY DISK
 HZ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1582_STAMPING: TT L 4 1962
 HZ1582_MARK LOGO: USACE
 HZ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1582+STABILITY: SURFACE MOTION
 HZ1582
 HZ1582  HISTORY     - Date     Condition        Report By
 HZ1582  HISTORY     - 1962     MONUMENTED       USACE
 HZ1582  HISTORY     - 1965     GOOD             CGS
 HZ1582
 HZ1582                          STATION DESCRIPTION
 HZ1582
 HZ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1582'8.7 MI N FROM ROSEWOOD.
 HZ1582'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1582'METHODIST CHURCH AT ROSEWOOD, THENCE 8.4 MILES NORTH ALONG STATE
 HZ1582'HIGHWAY 111, IN SECTION 24, T 4 S, R 5 E, 278 FEET EAST OF THE
 HZ1582'CENTER LINE OF THE HIGHWAY, 117 FEET NORTH OF THE NORTHEAST
 HZ1582'CORNER OF A HOUSE, 10 FEET SOUTH OF THE SOUTH EDGE OF AN OLD
 HZ1582'ABANDONED DIRT BOAT LAUNCHING RAMP, 120 EAST OF A POWER POLE
 HZ1582'BEARING A TRANSFORMER, 0.7 FOOT EAST OF A METAL WITNESS POST,
 HZ1582'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HZ1582'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1578 ***********************************************************************
 HZ1578  DESIGNATION -  TT L 5
 HZ1578  PID         -  HZ1578
 HZ1578  STATE/COUNTY-  IN/HARRISON
 HZ1578  COUNTRY     -  US
 HZ1578  USGS QUAD   -  LANESVILLE (2019)
 HZ1578
 HZ1578                         *CURRENT SURVEY CONTROL
 HZ1578  ______________________________________________________________________
 HZ1578* NAD 83(1986) POSITION- 38 10 32.     (N) 085 54 14.     (W)   SCALED
 HZ1578* NAVD 88 ORTHO HEIGHT -   129.377 (meters)      424.46  (feet) ADJUSTED
 HZ1578  ______________________________________________________________________
 HZ1578  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 HZ1578  DYNAMIC HEIGHT  -        129.288 (meters)      424.17  (feet) COMP
 HZ1578  MODELED GRAVITY -    979,939.4   (mgal)                       NAVD 88
 HZ1578
 HZ1578  VERT ORDER      -  FIRST     CLASS II
 HZ1578
 HZ1578.The horizontal coordinates were scaled from a map and have
 HZ1578.an estimated accuracy of +/- 6 seconds.
 HZ1578
 HZ1578.The orthometric height was determined by differential leveling and
 HZ1578.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1578.in June 1991.
 HZ1578
 HZ1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1578.GEOID18 height accuracy estimate available here.
 HZ1578
 HZ1578.Click photographs - Photos may exist for this station.
 HZ1578
 HZ1578.The dynamic height is computed by dividing the NAVD 88
 HZ1578.geopotential number by the normal gravity value computed on the
 HZ1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1578.degrees latitude (g = 980.6199 gals.).
 HZ1578
 HZ1578.The modeled gravity was interpolated from observed gravity values.
 HZ1578
 HZ1578;                    North         East    Units  Estimated Accuracy
 HZ1578;SPC IN E     -   325,010.       79,220.      MT  (+/- 180 meters Scaled)
 HZ1578
 HZ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH960258(NAD 83)
 HZ1578
 HZ1578                          SUPERSEDED SURVEY CONTROL
 HZ1578
 HZ1578  NGVD 29 (??/??/92)  129.512  (m)          424.91   (f) ADJ UNCH    1 2
 HZ1578
 HZ1578.Superseded values are not recommended for survey control.
 HZ1578
 HZ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1578.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1578
 HZ1578_MARKER: DD = SURVEY DISK
 HZ1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1578_STAMPING: TT L 5 1962
 HZ1578_MARK LOGO: USACE
 HZ1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1578+STABILITY: SURFACE MOTION
 HZ1578
 HZ1578  HISTORY     - Date     Condition        Report By
 HZ1578  HISTORY     - 1962     MONUMENTED       USACE
 HZ1578  HISTORY     - 1965     GOOD             CGS
 HZ1578
 HZ1578                          STATION DESCRIPTION
 HZ1578
 HZ1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1578'8.8 MI SW FROM NEW ALBANY.
 HZ1578'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1578'AT NEW ALBANY, THENCE 7.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 HZ1578'111, OR ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES
 HZ1578'CHAPEL METHODIST CHURCH AT ROSEWOOD, THENCE 10.0 MILES NORTH ALONG
 HZ1578'STATE HIGHWAY 111, IN SECTION 12, T 4 S, R 5 E, AT THE HIGHWAY
 HZ1578'BRIDGE OVER KNOB CREEK, 21 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1578'HIGHWAY, 54 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 58
 HZ1578'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A
 HZ1578'HOUSE, 1 FOOT SOUTH OF THE EAST END OF THE METAL GUARD RAIL AT
 HZ1578'THE EAST END OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY, AND
 HZ1578'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1572 ***********************************************************************
 HZ1572  DESIGNATION -  TT L 9
 HZ1572  PID         -  HZ1572
 HZ1572  STATE/COUNTY-  IN/FLOYD
 HZ1572  COUNTRY     -  US
 HZ1572  USGS QUAD   -  LOUISVILLE WEST (2019)
 HZ1572
 HZ1572                         *CURRENT SURVEY CONTROL
 HZ1572  ______________________________________________________________________
 HZ1572* NAD 83(1986) POSITION- 38 13 47.     (N) 085 51 07.     (W)   SCALED
 HZ1572* NAVD 88 ORTHO HEIGHT -   130.353 (meters)      427.67  (feet) ADJUSTED
 HZ1572  ______________________________________________________________________
 HZ1572  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 HZ1572  DYNAMIC HEIGHT  -        130.265 (meters)      427.38  (feet) COMP
 HZ1572  MODELED GRAVITY -    979,951.6   (mgal)                       NAVD 88
 HZ1572
 HZ1572  VERT ORDER      -  FIRST     CLASS II
 HZ1572
 HZ1572.The horizontal coordinates were scaled from a map and have
 HZ1572.an estimated accuracy of +/- 6 seconds.
 HZ1572
 HZ1572.The orthometric height was determined by differential leveling and
 HZ1572.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1572.in June 1991.
 HZ1572
 HZ1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1572.GEOID18 height accuracy estimate available here.
 HZ1572
 HZ1572.Click photographs - Photos may exist for this station.
 HZ1572
 HZ1572.The dynamic height is computed by dividing the NAVD 88
 HZ1572.geopotential number by the normal gravity value computed on the
 HZ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1572.degrees latitude (g = 980.6199 gals.).
 HZ1572
 HZ1572.The modeled gravity was interpolated from observed gravity values.
 HZ1572
 HZ1572;                    North         East    Units  Estimated Accuracy
 HZ1572;SPC IN E     -   331,010.       83,780.      MT  (+/- 180 meters Scaled)
 HZ1572
 HZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH004319(NAD 83)
 HZ1572
 HZ1572                          SUPERSEDED SURVEY CONTROL
 HZ1572
 HZ1572  NGVD 29 (??/??/92)  130.492  (m)          428.12   (f) ADJ UNCH    1 2
 HZ1572
 HZ1572.Superseded values are not recommended for survey control.
 HZ1572
 HZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1572.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1572
 HZ1572_MARKER: DD = SURVEY DISK
 HZ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1572_STAMPING: TT L 9 1962
 HZ1572_MARK LOGO: USACE
 HZ1572_PROJECTION: RECESSED 5 CENTIMETERS
 HZ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1572+STABILITY: SURFACE MOTION
 HZ1572
 HZ1572  HISTORY     - Date     Condition        Report By
 HZ1572  HISTORY     - 1962     MONUMENTED       USACE
 HZ1572  HISTORY     - 1965     GOOD             CGS
 HZ1572
 HZ1572                          STATION DESCRIPTION
 HZ1572
 HZ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1572'4.7 MI S FROM NEW ALBANY.
 HZ1572'ABOUT 1.05 MILES WEST ALONG THE SOURR            FROM THE STATION
 HZ1572'AT NEW ALBANY, THENCE 3.35 MILES SOUTH ALONG STATE HIGHWAY 111,
 HZ1572'THENCE 0.3 MILE EAST ALONG A PAVED ROAD, IN SECTION 28, T 3 S,
 HZ1572'R 6 E, 90 1/2 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE BRIDGE
 HZ1572'OVER MIDDLE CREEK, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HZ1572'ROAD, 61 FEET EAST OF A TELEPHONE POLE, 59 FEET SOUTHWEST OF A
 HZ1572'TELEPHONE POLE, 269 FEET SOUTHWEST OF BENCH MARK TT L 10 (USE),
 HZ1572'0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 HZ1572'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1572'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0537 ***********************************************************************
 ME0537  DESIGNATION -  TT STA NO 27 F
 ME0537  PID         -  ME0537
 ME0537  STATE/COUNTY-  IN/STARKE
 ME0537  COUNTRY     -  US
 ME0537  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0537
 ME0537                         *CURRENT SURVEY CONTROL
 ME0537  ______________________________________________________________________
 ME0537* NAD 83(1997) POSITION- 41 23 23.08440(N) 086 41 54.97541(W)   ADJUSTED
 ME0537* NAVD 88 ORTHO HEIGHT -   206.737 (meters)      678.27  (feet) ADJUSTED
 ME0537  ______________________________________________________________________
 ME0537  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 ME0537  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 ME0537  DYNAMIC HEIGHT  -        206.653 (meters)      677.99  (feet) COMP
 ME0537  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 ME0537
 ME0537  HORZ ORDER      -  SECOND
 ME0537  VERT ORDER      -  FIRST     CLASS I
 ME0537
 ME0537.The horizontal coordinates were established by classical geodetic methods
 ME0537.and adjusted by the National Geodetic Survey in May 1999.
 ME0537
 ME0537.The orthometric height was determined by differential leveling and
 ME0537.adjusted by the NATIONAL GEODETIC SURVEY
 ME0537.in June 1991.
 ME0537
 ME0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0537.GEOID18 height accuracy estimate available here.
 ME0537
 ME0537.Click photographs - Photos may exist for this station.
 ME0537
 ME0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0537
 ME0537.The dynamic height is computed by dividing the NAVD 88
 ME0537.geopotential number by the normal gravity value computed on the
 ME0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0537.degrees latitude (g = 980.6199 gals.).
 ME0537
 ME0537.The modeled gravity was interpolated from observed gravity values.
 ME0537
 ME0537. The following values were computed from the NAD 83(1997) position.
 ME0537
 ME0537;                    North         East     Units Scale Factor Converg.
 ME0537;SPC IN W     -   681,912.429   932,176.784   MT  0.99997940   +0 15 15.8
 ME0537;SPC IN W     - 2,237,241.03  3,058,316.67   sFT  0.99997940   +0 15 15.8
 ME0537;UTM  16      - 4,582,067.816   525,197.955   MT  0.99960781   +0 11 57.4
 ME0537
 ME0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0537!SPC IN W     -   0.99997289  x   0.99997940  =   0.99995229
 ME0537!UTM  16      -   0.99997289  x   0.99960781  =   0.99958071
 ME0537
 ME0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2519782067(NAD 83)
 ME0537
 ME0537                          SUPERSEDED SURVEY CONTROL
 ME0537
 ME0537  NAD 83(1986)-  41 23 23.08759(N)    086 41 54.98118(W) AD(       ) 2
 ME0537  NAD 27      -  41 23 22.92600(N)    086 41 54.91780(W) AD(       ) 2
 ME0537  NGVD 29 (??/??/92)  206.837  (m)          678.60   (f) ADJ UNCH    1 1
 ME0537  NGVD 29             206.84   (m)          678.6    (f) LEVELING    3  
 ME0537
 ME0537.Superseded values are not recommended for survey control.
 ME0537
 ME0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0537.See file dsdata.pdf to determine how the superseded data were derived.
 ME0537
 ME0537_MARKER: DB = BENCH MARK DISK
 ME0537_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME0537_STAMPING: TT STA NO 27 F 1928 679
 ME0537_MARK LOGO: USGS
 ME0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0537
 ME0537  HISTORY     - Date     Condition        Report By
 ME0537  HISTORY     - 1928     MONUMENTED       USGS
 ME0537  HISTORY     - 1968     GOOD             CGS
 ME0537  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0537
 ME0537                          STATION DESCRIPTION
 ME0537
 ME0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0537'5.4 MI SE FROM HANNA.
 ME0537'ABOUT 4.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0537'CROSSING OF THOMPSON STREET AT HANNA, THENCE 0.8 MILE SOUTH ALONG
 ME0537'RANGE ROAD, 95.5 FEET NORTHWEST OF AND ACROSS ROADS FROM THE
 ME0537'STATION MARK DESCRIBED, IN SECTION 13, R 3 W, T 34 N, 43 FEET
 ME0537'NORTHWEST OF THE CENTER OF THE INTERSECTION OF RANGE ROAD AND
 ME0537'COUNTY ROAD 600 N, 27 FEET NORTH OF THE CENTER LINE OF ROAD 600 N,
 ME0537'21 FEET WEST OF THE CENTER LINE OF RANGE ROAD, 12 1/2 FEET NORTH
 ME0537'OF A POWER LINE POLE AT A FENCE CORNER, 2.6 FEET EAST OF A METAL
 ME0537'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF
 ME0537'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME0537
 ME0537                          STATION RECOVERY (1992)
 ME0537
 ME0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0537'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1478 ***********************************************************************
 MD1478  DESIGNATION -  TT W45 T
 MD1478  PID         -  MD1478
 MD1478  STATE/COUNTY-  IN/STEUBEN
 MD1478  COUNTRY     -  US
 MD1478  USGS QUAD   -  ANGOLA WEST (2019)
 MD1478
 MD1478                         *CURRENT SURVEY CONTROL
 MD1478  ______________________________________________________________________
 MD1478* NAD 83(1997) POSITION- 41 41 08.63022(N) 085 04 02.35583(W)   ADJUSTED
 MD1478* NAVD 88 ORTHO HEIGHT -   320.47  (+/-2cm)     1051.4   (feet) VERTCON3
 MD1478  ______________________________________________________________________
 MD1478  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 MD1478  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 MD1478  HORZ ORDER      -  SECOND
 MD1478  VERT ORDER      -  THIRD ? (See Below)
 MD1478
 MD1478.The horizontal coordinates were established by classical geodetic methods
 MD1478.and adjusted by the National Geodetic Survey in May 1999.
 MD1478
 MD1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1478
 MD1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1478.GEOID18 height accuracy estimate available here.
 MD1478
 MD1478.The vertical order pertains to the NGVD 29 superseded value.
 MD1478
 MD1478.Click photographs - Photos may exist for this station.
 MD1478
 MD1478.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1478
 MD1478. The following values were computed from the NAD 83(1997) position.
 MD1478
 MD1478;                    North         East     Units Scale Factor Converg.
 MD1478;SPC IN E     -   714,886.840   149,898.261   MT  0.99999729   +0 23 55.0
 MD1478;SPC IN E     - 2,345,424.57    491,791.21   sFT  0.99999729   +0 23 55.0
 MD1478;UTM  16      - 4,616,688.737   660,848.592   MT  0.99991839   +1 17 08.1
 MD1478
 MD1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1478!SPC IN E     -   0.99995495  x   0.99999729  =   0.99995224
 MD1478!UTM  16      -   0.99995495  x   0.99991839  =   0.99987335
 MD1478
 MD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6084816688(NAD 83)
 MD1478
 MD1478                          SUPERSEDED SURVEY CONTROL
 MD1478
 MD1478  NAD 83(1995)-  41 41 08.63009(N)    085 04 02.35672(W) AD(       ) 2
 MD1478  NAD 83(1994)-  41 41 08.63120(N)    085 04 02.36068(W) AD(       ) 2
 MD1478  NAD 83(1986)-  41 41 08.63071(N)    085 04 02.36871(W) AD(       ) 2
 MD1478  NAD 27      -  41 41 08.44930(N)    085 04 02.48660(W) AD(       ) 2
 MD1478  NGVD 29             320.59   (m)         1051.8    (f) LEVELING    3  
 MD1478
 MD1478.Superseded values are not recommended for survey control.
 MD1478
 MD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1478.See file dsdata.pdf to determine how the superseded data were derived.
 MD1478
 MD1478_MARKER: DB = BENCH MARK DISK
 MD1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1478_STAMPING: TT W45 T 1052 1937
 MD1478_MARK LOGO: USGS
 MD1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1478+STABILITY: SURFACE MOTION
 MD1478
 MD1478  HISTORY     - Date     Condition        Report By
 MD1478  HISTORY     - 1937     MONUMENTED       USGS
 MD1478  HISTORY     - 1946     GOOD             USGS
 MD1478  HISTORY     - 1960     GOOD             USGS
 MD1478
 MD1478                          STATION DESCRIPTION
 MD1478
 MD1478'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RCB)
 MD1478'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST FROM FREMONT
 MD1478'AND 4-3/4 MILES
 MD1478'NORTHWEST FROM ANGOLA.  IT IS 35 FEET SOUTHEAST OF A T-ROAD
 MD1478'INTERSECTION AND 15 FEET NORTHEAST OF
 MD1478'A FENCE CORNER.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 MD1478'STATION CROOKED AND THE DISTANCE WAS FOUND
 MD1478'TO BE 220.671 METERS.  THE MARK IS AN 8 BY 8
 MD1478'CONCRETE POST PROJECTING ABOUT 6 INCHES AND THE DISK IS A
 MD1478'STANDARD USGS DISK STAMPED TT W45
 MD1478'T ELEVATION 1052.
 MD1478'
 MD1478'TO REACH THE STATION FROM THE ANGOLA TRAFFIC CIRCLE, GO WEST ON U.S.
 MD1478'HIGHWAY NO. 20 FOR 1.4 MILES TO
 MD1478'A CROSSROADS.  TURN RIGHT AND GO NORTH FOR 2.9 MILES TO A SIDE ROAD
 MD1478'LEFT.  TURN LEFT AND GO 0.4 MILE, TURN
 MD1478'LEFT AROUND LAKE FOR 0.6 MILE.  TURN RIGHT AT NORTH END
 MD1478'OF LAKE AND GO 0.4 MILE TO A CROSSROADS.  TURN
 MD1478'LEFT AND GO WEST 0.8 MILE TO TRIANGULATION
 MD1478'STATION CROOKED IN A FARMYARD ON THE RIGHT.  CONTINUE WEST,
 MD1478'STRAIGHT AHEAD, FOR 0.15 MILE TO THE
 MD1478'STATION IN THE SOUTHEAST ANGLE OF A T-ROAD INTERSECTION.
 MD1478
 MD1478                          STATION RECOVERY (1960)
 MD1478
 MD1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (ALW)
 MD1478'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.C. BOLSTAD WHO
 MD1478'CONNECTED THE STATION BY
 MD1478'TRAVERSE TO TRIANGULATION STATION CROOKED IN 1946.
 MD1478'
 MD1478'PROBABLY PERTINENT ADDITIONAL NOTES- IT IS 40 FEET SSW OF CENTER LINE
 MD1478'OF 18-FOOT ASPHALT ROAD ON CURVE, 0.1
 MD1478'FOOT LOWER THAN SAME, 11 FEET S OF THE PROJECTED CENTER LINE OF
 MD1478'ROAD TANGENT FROM THE E, 29 FEET OF
 MD1478'CENTER LINE OF TANGENT OF ASPHALT ROAD FROM THE S,
 MD1478'AND 14 FEET NE OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1626 ***********************************************************************
 HZ1626  DESIGNATION -  TTA 16
 HZ1626  PID         -  HZ1626
 HZ1626  STATE/COUNTY-  IN/CLARK
 HZ1626  COUNTRY     -  US
 HZ1626  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1626
 HZ1626                         *CURRENT SURVEY CONTROL
 HZ1626  ______________________________________________________________________
 HZ1626* NAD 83(1986) POSITION- 38 20 05.     (N) 085 39 11.     (W)   SCALED
 HZ1626* NAVD 88 ORTHO HEIGHT -   135.844 (meters)      445.68  (feet) ADJUSTED
 HZ1626  ______________________________________________________________________
 HZ1626  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 HZ1626  DYNAMIC HEIGHT  -        135.753 (meters)      445.38  (feet) COMP
 HZ1626  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 HZ1626
 HZ1626  VERT ORDER      -  FIRST     CLASS II
 HZ1626
 HZ1626.The horizontal coordinates were scaled from a map and have
 HZ1626.an estimated accuracy of +/- 6 seconds.
 HZ1626
 HZ1626.The orthometric height was determined by differential leveling and
 HZ1626.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1626.in June 1991.
 HZ1626
 HZ1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1626.GEOID18 height accuracy estimate available here.
 HZ1626
 HZ1626.Click photographs - Photos may exist for this station.
 HZ1626
 HZ1626.The dynamic height is computed by dividing the NAVD 88
 HZ1626.geopotential number by the normal gravity value computed on the
 HZ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1626.degrees latitude (g = 980.6199 gals.).
 HZ1626
 HZ1626.The modeled gravity was interpolated from observed gravity values.
 HZ1626
 HZ1626;                    North         East    Units  Estimated Accuracy
 HZ1626;SPC IN E     -   342,650.      101,190.      MT  (+/- 180 meters Scaled)
 HZ1626
 HZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH177438(NAD 83)
 HZ1626
 HZ1626                          SUPERSEDED SURVEY CONTROL
 HZ1626
 HZ1626  NGVD 29 (??/??/92)  135.998  (m)          446.19   (f) ADJ UNCH    1 2
 HZ1626
 HZ1626.Superseded values are not recommended for survey control.
 HZ1626
 HZ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1626.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1626
 HZ1626_MARKER: DD = SURVEY DISK
 HZ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1626_STAMPING: TTA 16
 HZ1626_MARK LOGO: USACE
 HZ1626_PROJECTION: FLUSH
 HZ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1626+STABILITY: SURFACE MOTION
 HZ1626
 HZ1626  HISTORY     - Date     Condition        Report By
 HZ1626  HISTORY     - UNK      MONUMENTED       USACE
 HZ1626  HISTORY     - 1965     GOOD             CGS
 HZ1626
 HZ1626                          STATION DESCRIPTION
 HZ1626
 HZ1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1626'0.1 MI NE FROM UTICA.
 HZ1626'ABOUT 0.1 MILE NORTHEAST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1626'CHURCH AT UTICA, AT AN INTERSECTION OF THE ROAD AND A STREET
 HZ1626'RUNNING NORTHWEST-SOUTHEAST, 30 FEET SOUTHEAST OF THE CENTER LINE
 HZ1626'OF UTICA PIKE ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 HZ1626'NORTHWEST-SOUTHEAST STREET, 11 FEET SOUTHEAST OF A POWER POLE, 2
 HZ1626'FEET SOUTHEAST OF A LARGE STONE CORNER MARKER, ABOUT LEVEL WITH
 HZ1626'THE STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HZ1626'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1625 ***********************************************************************
 HZ1625  DESIGNATION -  TTA 17
 HZ1625  PID         -  HZ1625
 HZ1625  STATE/COUNTY-  IN/CLARK
 HZ1625  COUNTRY     -  US
 HZ1625  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1625
 HZ1625                         *CURRENT SURVEY CONTROL
 HZ1625  ______________________________________________________________________
 HZ1625* NAD 83(1986) POSITION- 38 20 08.     (N) 085 39 10.     (W)   SCALED
 HZ1625* NAVD 88 ORTHO HEIGHT -   136.145 (meters)      446.67  (feet) ADJUSTED
 HZ1625  ______________________________________________________________________
 HZ1625  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 HZ1625  DYNAMIC HEIGHT  -        136.054 (meters)      446.37  (feet) COMP
 HZ1625  MODELED GRAVITY -    979,958.1   (mgal)                       NAVD 88
 HZ1625
 HZ1625  VERT ORDER      -  FIRST     CLASS II
 HZ1625
 HZ1625.The horizontal coordinates were scaled from a map and have
 HZ1625.an estimated accuracy of +/- 6 seconds.
 HZ1625
 HZ1625.The orthometric height was determined by differential leveling and
 HZ1625.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1625.in June 1991.
 HZ1625
 HZ1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1625.GEOID18 height accuracy estimate available here.
 HZ1625
 HZ1625.Click photographs - Photos may exist for this station.
 HZ1625
 HZ1625.The dynamic height is computed by dividing the NAVD 88
 HZ1625.geopotential number by the normal gravity value computed on the
 HZ1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1625.degrees latitude (g = 980.6199 gals.).
 HZ1625
 HZ1625.The modeled gravity was interpolated from observed gravity values.
 HZ1625
 HZ1625;                    North         East    Units  Estimated Accuracy
 HZ1625;SPC IN E     -   342,740.      101,210.      MT  (+/- 180 meters Scaled)
 HZ1625
 HZ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH177439(NAD 83)
 HZ1625
 HZ1625                          SUPERSEDED SURVEY CONTROL
 HZ1625
 HZ1625  NGVD 29 (??/??/92)  136.300  (m)          447.18   (f) ADJ UNCH    1 2
 HZ1625
 HZ1625.Superseded values are not recommended for survey control.
 HZ1625
 HZ1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1625.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1625
 HZ1625_MARKER: DD = SURVEY DISK
 HZ1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1625_STAMPING: TTA 17
 HZ1625_MARK LOGO: USACE
 HZ1625_PROJECTION: FLUSH
 HZ1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1625+STABILITY: SURFACE MOTION
 HZ1625
 HZ1625  HISTORY     - Date     Condition        Report By
 HZ1625  HISTORY     - UNK      MONUMENTED       USACE
 HZ1625  HISTORY     - 1965     GOOD             CGS
 HZ1625
 HZ1625                          STATION DESCRIPTION
 HZ1625
 HZ1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1625'0.2 MI NE FROM UTICA.
 HZ1625'ABOUT 0.15 MILE NORTHEAST ALONG UTICA PIKE ROAD FROM THE CHRISTIAN
 HZ1625'CHURCH AT UTICA, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HZ1625'37 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. FRANK LAUGELS
 HZ1625'HOUSE, 9 FEET NORTHEAST OF A 20-INCH MAPLE TREE, 11 FEET SOUTHEAST
 HZ1625'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HZ1625'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1038 ***********************************************************************
 HZ1038  DESIGNATION -  TTA 66
 HZ1038  PID         -  HZ1038
 HZ1038  STATE/COUNTY-  IN/JEFFERSON
 HZ1038  COUNTRY     -  US
 HZ1038  USGS QUAD   -  CARROLLTON (2019)
 HZ1038
 HZ1038                         *CURRENT SURVEY CONTROL
 HZ1038  ______________________________________________________________________
 HZ1038* NAD 83(1986) POSITION- 38 41 48.     (N) 085 12 19.     (W)   SCALED
 HZ1038* NAVD 88 ORTHO HEIGHT -   147.809 (meters)      484.94  (feet) ADJUSTED
 HZ1038  ______________________________________________________________________
 HZ1038  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ1038  DYNAMIC HEIGHT  -        147.712 (meters)      484.62  (feet) COMP
 HZ1038  MODELED GRAVITY -    979,969.9   (mgal)                       NAVD 88
 HZ1038
 HZ1038  VERT ORDER      -  FIRST     CLASS II
 HZ1038
 HZ1038.The horizontal coordinates were scaled from a map and have
 HZ1038.an estimated accuracy of +/- 6 seconds.
 HZ1038
 HZ1038.The orthometric height was determined by differential leveling and
 HZ1038.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1038.in June 1991.
 HZ1038
 HZ1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1038.GEOID18 height accuracy estimate available here.
 HZ1038
 HZ1038.Click photographs - Photos may exist for this station.
 HZ1038
 HZ1038.The dynamic height is computed by dividing the NAVD 88
 HZ1038.geopotential number by the normal gravity value computed on the
 HZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1038.degrees latitude (g = 980.6199 gals.).
 HZ1038
 HZ1038.The modeled gravity was interpolated from observed gravity values.
 HZ1038
 HZ1038;                    North         East    Units  Estimated Accuracy
 HZ1038;SPC IN E     -   382,930.      140,140.      MT  (+/- 180 meters Scaled)
 HZ1038
 HZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH560846(NAD 83)
 HZ1038
 HZ1038                          SUPERSEDED SURVEY CONTROL
 HZ1038
 HZ1038  NGVD 29 (??/??/92)  147.98   (m)          485.5    (f) COMPUTED    1 2
 HZ1038
 HZ1038.Superseded values are not recommended for survey control.
 HZ1038
 HZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1038.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1038
 HZ1038_MARKER: DD = SURVEY DISK
 HZ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1038_STAMPING: TTA 66 1963
 HZ1038_MARK LOGO: USACE
 HZ1038_PROJECTION: FLUSH
 HZ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1038+STABILITY: SURFACE MOTION
 HZ1038
 HZ1038  HISTORY     - Date     Condition        Report By
 HZ1038  HISTORY     - 1963     MONUMENTED       USACE
 HZ1038  HISTORY     - 1965     GOOD             CGS
 HZ1038
 HZ1038                          STATION DESCRIPTION
 HZ1038
 HZ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1038'9.2 MI SW FROM VEVAY.
 HZ1038'9.15 MILES SOUTHWEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1038'AT VEVAY, IN SECTION 17, T 3 N, R 12 E, ABOUT 0.25 MILE NORTHWEST
 HZ1038'OF THE JEFFERSON AND SWITZERLAND COUNTY LINE, 20 FEET NORTHEAST
 HZ1038'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF TELEPHONE
 HZ1038'POLE 421, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HZ1038'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1038'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1103 ***********************************************************************
 HA1103  DESIGNATION -  TTF 4
 HA1103  PID         -  HA1103
 HA1103  STATE/COUNTY-  IN/VANDERBURGH
 HA1103  COUNTRY     -  US
 HA1103  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1103
 HA1103                         *CURRENT SURVEY CONTROL
 HA1103  ______________________________________________________________________
 HA1103* NAD 83(1986) POSITION- 37 54 52.3    (N) 087 37 47.3    (W)   HD_HELD2
 HA1103* NAVD 88 ORTHO HEIGHT -   113.223 (meters)      371.47  (feet) ADJUSTED
 HA1103  ______________________________________________________________________
 HA1103  GEOID HEIGHT    -        -30.856 (meters)                     GEOID18
 HA1103  DYNAMIC HEIGHT  -        113.144 (meters)      371.21  (feet) COMP
 HA1103  MODELED GRAVITY -    979,936.3   (mgal)                       NAVD 88
 HA1103
 HA1103  VERT ORDER      -  FIRST     CLASS II
 HA1103
 HA1103.The horizontal coordinates were established by autonomous hand held GPS
 HA1103.observations and have an estimated accuracy of +/- 10 meters.
 HA1103
 HA1103.The orthometric height was determined by differential leveling and
 HA1103.adjusted by the NATIONAL GEODETIC SURVEY
 HA1103.in June 1991.
 HA1103
 HA1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1103.GEOID18 height accuracy estimate available here.
 HA1103
 HA1103.Click photographs - Photos may exist for this station.
 HA1103
 HA1103.The dynamic height is computed by dividing the NAVD 88
 HA1103.geopotential number by the normal gravity value computed on the
 HA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1103.degrees latitude (g = 980.6199 gals.).
 HA1103
 HA1103.The modeled gravity was interpolated from observed gravity values.
 HA1103
 HA1103;                    North         East    Units  Estimated Accuracy
 HA1103;SPC IN W     -   296,148.      851,948.      MT  (+/- 10 meters HH2 GPS)
 HA1103
 HA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4464096518(NAD 83)
 HA1103
 HA1103                          SUPERSEDED SURVEY CONTROL
 HA1103
 HA1103  NGVD 29 (??/??/92)  113.319  (m)          371.78   (f) ADJ UNCH    1 2
 HA1103
 HA1103.Superseded values are not recommended for survey control.
 HA1103
 HA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1103.See file dsdata.pdf to determine how the superseded data were derived.
 HA1103
 HA1103_MARKER: DD = SURVEY DISK
 HA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1103_STAMPING: TTF 4 FAS 1964
 HA1103_MARK LOGO: USACE
 HA1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1103+STABILITY: SURFACE MOTION
 HA1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1103+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 HA1103
 HA1103  HISTORY     - Date     Condition        Report By
 HA1103  HISTORY     - 1964     MONUMENTED       USACE
 HA1103  HISTORY     - 1965     GOOD             CGS
 HA1103  HISTORY     - 1988     GOOD             USPSQD
 HA1103  HISTORY     - 20030704 GOOD             USPSQD
 HA1103
 HA1103                          STATION DESCRIPTION
 HA1103
 HA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1103'7.4 MI SW FROM EVANSVILLE.
 HA1103'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1103'OFFICE AT EVANSVILLE, THENCE 0.4 MILE NORTHWEST ALONG RIVERSIDE
 HA1103'DRIVE, THENCE 0.3 MILE NORTH ALONG SOUTH FULTON STREET, THENCE
 HA1103'1.6 MILES WEST ALONG PENNSYLVANIA AVENUE, THENCE 1.1 MILES
 HA1103'SOUTH ALONG SOUTH BARKER AVENUE, THENCE 0.3 MILE SOUTHWEST ALONG
 HA1103'BROADWAY, THENCE 0.25 MILE SOUTH ALONG STINSON AVENUE, THENCE
 HA1103'3.3 MILES SOUTHWEST ALONG OLD HENDERSON ROAD, IN SECTION 15,
 HA1103'T 7 S, R 11 W, 20 1/2 FEET WEST OF THE CENTER LINE OF HENDERSON
 HA1103'ROAD, 123 FEET NORTH OF THE NORTHEAST CORNER OF A PORCH OF A
 HA1103'2-STORY BUILDING, 92 FEET NORTH OF THE CENTER LINE OF
 HA1103'CYPRESS-DALE ROAD, 18.4 FEET EAST OF THE SOUTHEAST CORNER OF A
 HA1103'FRAME HOUSE, 9 FEET EAST OF A HOLLY TREE, 1 1/2 FEET NORTH OF A
 HA1103'TELEPHONE POLE 5360, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 HA1103'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HA1103
 HA1103                          STATION RECOVERY (1988)
 HA1103
 HA1103'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1103'RECOVERED IN GOOD CONDITION.
 HA1103
 HA1103                          STATION RECOVERY (2003)
 HA1103
 HA1103'RECOVERY NOTE BY US POWER SQUADRON 2003 (LE)
 HA1103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0119 ***********************************************************************
 ME0119  DESIGNATION -  TTS 44 F
 ME0119  PID         -  ME0119
 ME0119  STATE/COUNTY-  IN/ST JOSEPH
 ME0119  COUNTRY     -  US
 ME0119  USGS QUAD   -  NORTH LIBERTY (2019)
 ME0119
 ME0119                         *CURRENT SURVEY CONTROL
 ME0119  ______________________________________________________________________
 ME0119* NAD 83(1986) POSITION- 41 30 20.49   (N) 086 25 38.59   (W)   HD_HELD1
 ME0119* NAVD 88 ORTHO HEIGHT -   224.015 (meters)      734.96  (feet) ADJUSTED
 ME0119  ______________________________________________________________________
 ME0119  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 ME0119  DYNAMIC HEIGHT  -        223.926 (meters)      734.66  (feet) COMP
 ME0119  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 ME0119
 ME0119  VERT ORDER      -  SECOND    CLASS 0
 ME0119
 ME0119.The horizontal coordinates were determined by differentially corrected
 ME0119.hand held GPS observations or other comparable positioning techniques
 ME0119.and have an estimated accuracy of +/- 3 meters.
 ME0119
 ME0119.The orthometric height was determined by differential leveling and
 ME0119.adjusted by the NATIONAL GEODETIC SURVEY
 ME0119.in June 1991.
 ME0119
 ME0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0119.GEOID18 height accuracy estimate available here.
 ME0119
 ME0119.Click photographs - Photos may exist for this station.
 ME0119
 ME0119.The dynamic height is computed by dividing the NAVD 88
 ME0119.geopotential number by the normal gravity value computed on the
 ME0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0119.degrees latitude (g = 980.6199 gals.).
 ME0119
 ME0119.The modeled gravity was interpolated from observed gravity values.
 ME0119
 ME0119;                    North         East    Units  Estimated Accuracy
 ME0119;SPC IN E     -   694,997.2      36,490.3     MT  (+/- 3 meters HH1 GPS) 
 ME0119
 ME0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4778795054(NAD 83)
 ME0119
 ME0119                          SUPERSEDED SURVEY CONTROL
 ME0119
 ME0119  NGVD 29 (??/??/92)  224.124  (m)          735.31   (f) ADJ UNCH    2 0
 ME0119
 ME0119.Superseded values are not recommended for survey control.
 ME0119
 ME0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0119.See file dsdata.pdf to determine how the superseded data were derived.
 ME0119
 ME0119_MARKER: DD = SURVEY DISK
 ME0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0119_STAMPING: TTS NO 44 F 1928
 ME0119_MARK LOGO: USGS
 ME0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0119+STABILITY: SURFACE MOTION
 ME0119
 ME0119  HISTORY     - Date     Condition        Report By
 ME0119  HISTORY     - 1928     MONUMENTED       USGS
 ME0119  HISTORY     - 1934     GOOD             CGS
 ME0119  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0119
 ME0119                          STATION DESCRIPTION
 ME0119
 ME0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0119'2 MI SW FROM NORTH LIBERTY.
 ME0119'2 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0119'STATION AT NORTH LIBERTY, ST. JOSEPH COUNTY, 85 YARDS WEST OF THE
 ME0119'HOME OF J.H. MARKLEY (IN 1934), 65 YARDS WEST OF THE CENTER OF
 ME0119'THE INTERSECTION OF RILEY ROAD AND TAMARACK ROAD, IN THE WEST
 ME0119'ANGLE OF THE CROSSING OF RILEY ROAD, 42 FEET NORTHWEST OF THE
 ME0119'NORTHWEST RAIL, 18 FEET SOUTHWEST OF THE CENTERLINE OF RILEY
 ME0119'ROAD, AND 3 FEET SOUTHEAST OF A FENCE CORNER.  A UNITED STATES
 ME0119'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TTS NO 44 F 1928 AND
 ME0119'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 ME0119'GROUND.
 ME0119
 ME0119                          STATION RECOVERY (2001)
 ME0119
 ME0119'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1126 ***********************************************************************
 ME1126  DESIGNATION -  TTS 9 F
 ME1126  PID         -  ME1126
 ME1126  STATE/COUNTY-  IN/LAKE
 ME1126  COUNTRY     -  US
 ME1126  USGS QUAD   -  SCHNEIDER (2019)
 ME1126
 ME1126                         *CURRENT SURVEY CONTROL
 ME1126  ______________________________________________________________________
 ME1126* NAD 83(1986) POSITION- 41 10 48.55   (N) 087 26 52.36   (W)   HD_HELD1
 ME1126* NAVD 88 ORTHO HEIGHT -   192.453 (meters)      631.41  (feet) ADJUSTED
 ME1126  ______________________________________________________________________
 ME1126  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 ME1126  DYNAMIC HEIGHT  -        192.372 (meters)      631.14  (feet) COMP
 ME1126  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 ME1126
 ME1126  VERT ORDER      -  FIRST     CLASS II
 ME1126
 ME1126.The horizontal coordinates were determined by differentially corrected
 ME1126.hand held GPS observations or other comparable positioning techniques
 ME1126.and have an estimated accuracy of +/- 3 meters.
 ME1126
 ME1126.The orthometric height was determined by differential leveling and
 ME1126.adjusted by the NATIONAL GEODETIC SURVEY
 ME1126.in June 1991.
 ME1126
 ME1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1126.GEOID18 height accuracy estimate available here.
 ME1126
 ME1126.Click photographs - Photos may exist for this station.
 ME1126
 ME1126.The dynamic height is computed by dividing the NAVD 88
 ME1126.geopotential number by the normal gravity value computed on the
 ME1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1126.degrees latitude (g = 980.6199 gals.).
 ME1126
 ME1126.The modeled gravity was interpolated from observed gravity values.
 ME1126
 ME1126;                    North         East    Units  Estimated Accuracy
 ME1126;SPC IN W     -   658,628.6     869,413.6     MT  (+/- 3 meters HH1 GPS) 
 ME1126
 ME1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6243558852(NAD 83)
 ME1126
 ME1126                          SUPERSEDED SURVEY CONTROL
 ME1126
 ME1126  NGVD 29 (??/??/92)  192.542  (m)          631.70   (f) ADJ UNCH    1 2
 ME1126
 ME1126.Superseded values are not recommended for survey control.
 ME1126
 ME1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1126.See file dsdata.pdf to determine how the superseded data were derived.
 ME1126
 ME1126_MARKER: DD = SURVEY DISK
 ME1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1126_STAMPING: TT STA NO 9F 1928
 ME1126_MARK LOGO: USGS
 ME1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1126+STABILITY: SURFACE MOTION
 ME1126
 ME1126  HISTORY     - Date     Condition        Report By
 ME1126  HISTORY     - 1928     MONUMENTED       USGS
 ME1126  HISTORY     - 1954     GOOD             CGS
 ME1126  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1126
 ME1126                          STATION DESCRIPTION
 ME1126
 ME1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1126'0.6 MI S FROM SCHNEIDER.
 ME1126'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 ME1126'OF THE NEW YORK CENTRAL RAILROAD AT SCHNEIDER, 38.1 FEET EAST
 ME1126'OF CENTER LINE OF HIGHWAY, 37 FEET SOUTH OF CENTER LINE OF AN
 ME1126'EAST-WEST GRAVEL ROAD, 2 FEET EAST OF A FENCE LINE, 7 FEET
 ME1126'NORTHEAST OF A TELEPHONE CABLE POLE, 25 1/2 FEET SOUTH-SOUTHEAST
 ME1126'OF EAST END OF RIGHT ANGLE SHAPED EAST CONCRETE HEAD WALL OF A
 ME1126'PIPE CULVERT UNDER HIGHWAY 41, 3 FEET NORTHEAST OF A WHITE
 ME1126'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 ME1126'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1126
 ME1126                          STATION RECOVERY (1989)
 ME1126
 ME1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2503 ***********************************************************************
 LB2503  DESIGNATION -  TUCKER
 LB2503  PID         -  LB2503
 LB2503  STATE/COUNTY-  IN/HAMILTON
 LB2503  COUNTRY     -  US
 LB2503  USGS QUAD   -  ARCADIA (2019)
 LB2503
 LB2503                         *CURRENT SURVEY CONTROL
 LB2503  ______________________________________________________________________
 LB2503* NAD 83(1997) POSITION- 40 08 17.40834(N) 086 00 52.21441(W)   ADJUSTED
 LB2503* NAVD 88 ORTHO HEIGHT -   255.41  (+/-2cm)      838.0   (feet) VERTCON3
 LB2503  ______________________________________________________________________
 LB2503  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LB2503  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 LB2503  HORZ ORDER      -  SECOND
 LB2503  VERT ORDER      -  THIRD ? (See Below)
 LB2503
 LB2503.The horizontal coordinates were established by classical geodetic methods
 LB2503.and adjusted by the National Geodetic Survey in May 1999.
 LB2503
 LB2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2503
 LB2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2503.GEOID18 height accuracy estimate available here.
 LB2503
 LB2503.The vertical order pertains to the NGVD 29 superseded value.
 LB2503
 LB2503.Click photographs - Photos may exist for this station.
 LB2503
 LB2503.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2503
 LB2503. The following values were computed from the NAD 83(1997) position.
 LB2503
 LB2503;                    North         East     Units Scale Factor Converg.
 LB2503;SPC IN E     -   542,916.854    70,357.739   MT  0.99997748   -0 13 27.2
 LB2503;SPC IN E     - 1,781,219.71    230,832.02   sFT  0.99997748   -0 13 27.2
 LB2503;UTM  16      - 4,443,558.257   583,952.556   MT  0.99968676   +0 38 07.2
 LB2503
 LB2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2503!SPC IN E     -   0.99996530  x   0.99997748  =   0.99994278
 LB2503!UTM  16      -   0.99996530  x   0.99968676  =   0.99965207
 LB2503
 LB2503:                Primary Azimuth Mark                     Grid Az
 LB2503:SPC IN E     -  CICERO                                   172 32 44.1
 LB2503:UTM  16      -  CICERO                                   171 41 09.7
 LB2503
 LB2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8395243558(NAD 83)
 LB2503
 LB2503|---------------------------------------------------------------------|
 LB2503| PID    Reference Object                     Distance      Geod. Az  |
 LB2503|                                                           dddmmss.s |
 LB2503| CD1343 TUCKER RM                            20.695 METERS 03327     |
 LB2503| LB2505 CICERO                              464.807 METERS 1721916.9 |
 LB2503|---------------------------------------------------------------------|
 LB2503
 LB2503                          SUPERSEDED SURVEY CONTROL
 LB2503
 LB2503  NAD 83(1986)-  40 08 17.39374(N)    086 00 52.21258(W) AD(       ) 2
 LB2503  NAD 27      -  40 08 17.27400(N)    086 00 52.28300(W) AD(       ) 2
 LB2503  USSD        -  40 08 17.30700(N)    086 00 52.08300(W) AD(       ) 3
 LB2503  NGVD 29             255.53   (m)          838.4    (f) LEVELING    3  
 LB2503
 LB2503.Superseded values are not recommended for survey control.
 LB2503
 LB2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2503.See file dsdata.pdf to determine how the superseded data were derived.
 LB2503
 LB2503_MARKER: DS = TRIANGULATION STATION DISK
 LB2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2503_STAMPING: TUCKER 1920
 LB2503_MARK LOGO: CGS
 LB2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2503+STABILITY: SURFACE MOTION
 LB2503
 LB2503  HISTORY     - Date     Condition        Report By
 LB2503  HISTORY     - 1920     MONUMENTED       CGS
 LB2503  HISTORY     - 1948     GOOD             CGS
 LB2503  HISTORY     - 1981     MARK NOT FOUND   NGS
 LB2503
 LB2503                          STATION DESCRIPTION
 LB2503
 LB2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2503'STATION IS ABOUT 1/2 MILE N OF CICERO ON E SIDE OF THE TRACK, 100
 LB2503'YARDS W OF KOKOMO HIGHWAY, JUST BACK OF MR. TUCKERS BARN, 58.370
 LB2503'METERS (191.50 FEET) E OF THE E AND NEAREST RAIL.
 LB2503'
 LB2503'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2503'IN CONCRETE AND DESCRIBED.  THE REFERENCE MARK IS NE OF THE STATION,
 LB2503'20.695 METERS (67.90 FEET) DISTANT, N 33 DEG 27 MIN E.
 LB2503
 LB2503                          STATION RECOVERY (1948)
 LB2503
 LB2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2503'RECOVERED AS DESCRIBED.
 LB2503
 LB2503                          STATION RECOVERY (1981)
 LB2503
 LB2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (TS)
 LB2503'TUCKER 1920 IN GOOD CONDITION PROJECTS 4 INCHES.
 LB2503'
 LB2503'STA. MK NOT FD. CURRENT PROP. OWNER SAYS MARK DUG UP 20 YRS AGO AND
 LB2503'THROWN IN A CISTURN.  REF. MK GOOD.  LOCATED 20 FEET + OR - NW OF NW
 LB2503'COR. OF OLD TUCKER BARN (NOW GARAGE) 2 FEET + OR - S OF FENCE LINE
 LB2503'7 FEET W OF 12 INCH TREE PROP. OWNER SAYS HE WILL NOT DISTURB REF
 LB2503'MK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1668 ***********************************************************************
 MD1668  DESIGNATION -  TURKEY
 MD1668  PID         -  MD1668
 MD1668  STATE/COUNTY-  IN/ELKHART
 MD1668  COUNTRY     -  US
 MD1668  USGS QUAD   -  MILFORD (2019)
 MD1668
 MD1668                         *CURRENT SURVEY CONTROL
 MD1668  ______________________________________________________________________
 MD1668* NAD 83(1997) POSITION- 41 26 59.59415(N) 085 50 39.50741(W)   ADJUSTED
 MD1668* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 MD1668  ______________________________________________________________________
 MD1668  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 MD1668  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 MD1668  HORZ ORDER      -  SECOND
 MD1668
 MD1668.The horizontal coordinates were established by classical geodetic methods
 MD1668.and adjusted by the National Geodetic Survey in May 1999.
 MD1668
 MD1668.The orthometric height was scaled from a topographic map.
 MD1668
 MD1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1668.GEOID18 height accuracy estimate available here.
 MD1668
 MD1668.Click photographs - Photos may exist for this station.
 MD1668
 MD1668.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1668
 MD1668. The following values were computed from the NAD 83(1997) position.
 MD1668
 MD1668;                    North         East     Units Scale Factor Converg.
 MD1668;SPC IN E     -   688,535.459    85,156.725   MT  0.99996938   -0 07 03.3
 MD1668;SPC IN E     - 2,258,970.09    279,385.02   sFT  0.99996938   -0 07 03.3
 MD1668;UTM  16      - 4,589,345.282   596,532.432   MT  0.99971468   +0 45 54.3
 MD1668
 MD1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1668!SPC IN E     -   0.99996606  x   0.99996938  =   0.99993544
 MD1668!UTM  16      -   0.99996606  x   0.99971468  =   0.99968075
 MD1668
 MD1668:                Primary Azimuth Mark                     Grid Az
 MD1668:SPC IN E     -  TURKEY AZ MK                             034 25 18.8
 MD1668:UTM  16      -  TURKEY AZ MK                             033 32 21.2
 MD1668
 MD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9653289345(NAD 83)
 MD1668
 MD1668|---------------------------------------------------------------------|
 MD1668| PID    Reference Object                     Distance      Geod. Az  |
 MD1668|                                                           dddmmss.s |
 MD1668| CD1344 TURKEY AZ MK                                       0341815.5 |
 MD1668| CD1345 TURKEY RM 1                          28.797 METERS 14339     |
 MD1668| MD1667 MILFORD MUNICIPAL STANDPIPE         APPROX. 4.3 KM 1812603.9 |
 MD1668| CD1346 TURKEY RM 2                          29.121 METERS 26358     |
 MD1668|---------------------------------------------------------------------|
 MD1668
 MD1668                          SUPERSEDED SURVEY CONTROL
 MD1668
 MD1668  NAD 83(1986)-  41 26 59.59711(N)    085 50 39.51581(W) AD(       ) 2
 MD1668  NAD 27      -  41 26 59.42290(N)    085 50 39.54050(W) AD(       ) 2
 MD1668
 MD1668.Superseded values are not recommended for survey control.
 MD1668
 MD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1668.See file dsdata.pdf to determine how the superseded data were derived.
 MD1668
 MD1668_MARKER: DS = TRIANGULATION STATION DISK
 MD1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1668_STAMPING: TURKEY 1947
 MD1668_MARK LOGO: CGS
 MD1668_PROJECTION: FLUSH
 MD1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1668+STABILITY: SURFACE MOTION
 MD1668
 MD1668  HISTORY     - Date     Condition        Report By
 MD1668  HISTORY     - 1947     MONUMENTED       CGS
 MD1668  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 MD1668
 MD1668                          STATION DESCRIPTION
 MD1668
 MD1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1668'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF GOSHEN IN THE NORTHWEST
 MD1668'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 6.  IT
 MD1668'IS 134 FEET NORTHWEST OF THE INTERSECTION, 122 FEET EAST NORTH EAST OF
 MD1668'THE SOUTHEAST CORNER OF A SERVICE STATION, 44 FEET WEST OF STATE
 MD1668'HIGHWAY 15 AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 MD1668'FLUSH AND THE DISK IS STAMPED TURKEY 1947.
 MD1668'
 MD1668'REFERENCE MARK NO. 1 IS 94.48 FEET SOUTHEAST OF THE STATION IN THE
 MD1668'NORTHEAST ANGLE OF THE ROAD INTERSECTION.  IT IS 52.6 FEET NORTHEAST
 MD1668'OF THE INTERSECTION AND 13 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 MD1668'PROJECTS 4 INCHES AND THE DISK IS STAMPED TURKEY NO 1 1947.
 MD1668'
 MD1668'REFERENCE MARK NO. 2 IS 95.54 FEET WEST OF THE STATION.  IT IS 26 FEET
 MD1668'NORTHEAST OF THE NORTHEAST CORNER OF A SERVICE STATION AND 8 FEET
 MD1668'SOUTH OF A GROVE OF COTTONWOOD TREES.  THE MARK IS FLUSH AND THE DISK
 MD1668'IS STAMPED TURKEY NO 2 1947.
 MD1668'
 MD1668'AZIMUTH MARK IS 0.3 MILES NORTHEAST OF THE STATION.  IT IS 26 FEET
 MD1668'WEST OF A GRAVEL ROAD, 8 FEET SOUTHWEST OF A POWER POLE, 3 FEET SOUTH
 MD1668'OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE.  THE MARK IS
 MD1668'FLUSH AND THE DISK IS STAMPED TURKEY 1947.
 MD1668'
 MD1668'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 6
 MD1668'FOR 0.15 MILE TO A GRAVEL ROAD TURN LEFT, NORTH AND GO 0.25 MILE TO
 MD1668'THE MARK ON LEFT.
 MD1668'
 MD1668'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1668
 MD1668                          STATION RECOVERY (1975)
 MD1668
 MD1668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ELM)
 MD1668'RECOVERED BY MARTIN MARIETTA CORP
 MD1668'
 MD1668'TURKEY STATION REMOVED.
 MD1668'
 MD1668'SUBTERRIAN MARK FOUND IN GOOD CONDITION APPROXIMATELY 2 FT. 6 IN.
 MD1668'BELOW GRADE.  SERVICE STATION HAS BEEN TORN DOWN AND NO WHITE WITNESS
 MD1668'POST EXISTS.
 MD1668'
 MD1668'DISTANCE AND DIRECTION FROM NEAREST TOWN - 9 MILES SOUTH OF GOSHEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0418 ***********************************************************************
 KA0418  DESIGNATION -  TV STATION WTTV
 KA0418  PID         -  KA0418
 KA0418  STATE/COUNTY-  IN/PUTNAM
 KA0418  COUNTRY     -  US
 KA0418  USGS QUAD   -  CATARACT (2019)
 KA0418
 KA0418                         *CURRENT SURVEY CONTROL
 KA0418  ______________________________________________________________________
 KA0418* NAD 83(1986) POSITION- 39 28 32.     (N) 086 45 37.     (W)   SCALED
 KA0418* NAVD 88 ORTHO HEIGHT -   252.09  (+/-2cm)      827.1   (feet) VERTCON3
 KA0418  ______________________________________________________________________
 KA0418  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KA0418  VERT ORDER      -  THIRD (See Below)
 KA0418
 KA0418.The horizontal coordinates were scaled from a map and have
 KA0418.an estimated accuracy of +/- 6 seconds.
 KA0418
 KA0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA0418
 KA0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0418.GEOID18 height accuracy estimate available here.
 KA0418
 KA0418.The vertical order pertains to the NGVD 29 superseded value.
 KA0418
 KA0418.Click photographs - Photos may exist for this station.
 KA0418
 KA0418;                    North         East    Units  Estimated Accuracy
 KA0418;SPC IN W     -   469,340.      927,800.      MT  (+/- 180 meters Scaled)
 KA0418
 KA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ206695(NAD 83)
 KA0418
 KA0418                          SUPERSEDED SURVEY CONTROL
 KA0418
 KA0418  NGVD 29 (??/??/??)  252.21   (m)          827.5    (f) RESET       3  
 KA0418
 KA0418.Superseded values are not recommended for survey control.
 KA0418
 KA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0418.See file dsdata.pdf to determine how the superseded data were derived.
 KA0418
 KA0418_MARKER: DD = SURVEY DISK
 KA0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0418_SP_SET: PEDESTAL
 KA0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0418
 KA0418  HISTORY     - Date     Condition        Report By
 KA0418  HISTORY     - UNK      MONUMENTED       LOCENG
 KA0418  HISTORY     - 1954     GOOD             CGS
 KA0418
 KA0418                          STATION DESCRIPTION
 KA0418
 KA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA0418'3 MI SE FROM CLOVERDALE.
 KA0418'AT THE SITE OF RADIO AND TV STATION WTTV, 3.0 MILES SOUTHEAST
 KA0418'OF CLOVERDALE, PUTNAM COUNTY, 100 METERS EAST OF A COUNTY ROAD,
 KA0418'25 FEET EAST OF THE FRAME POWERHOUSE, IN WHAT WAS FORMERLY AN
 KA0418'OPEN CULTIVATED FIELD, IN THE NORTHWEST CORNER OF THE PYRAMIDAL
 KA0418'CONCRETE PEDESTAL WHICH FORMS THE BASE AND SUPPORT FOR THE 1000
 KA0418'FOOT MAST OF THE STATION, CEMENTED IN DRILL HOLE FLUSH WITH
 KA0418'THE TOP SURFACE OF THE PEDESTAL AND 2 FEET ABOVE THE LEVEL OF
 KA0418'THE GROUND.  THE MAST, BEING VERY HIGH, IS VISIBLE FOR MILES IN
 KA0418'EVERY DIRECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2359 ***********************************************************************
 LB2359  DESIGNATION -  TWELVE
 LB2359  PID         -  LB2359
 LB2359  STATE/COUNTY-  IN/CASS
 LB2359  COUNTRY     -  US
 LB2359  USGS QUAD   -  TWELVE MILE (2019)
 LB2359
 LB2359                         *CURRENT SURVEY CONTROL
 LB2359  ______________________________________________________________________
 LB2359* NAD 83(1997) POSITION- 40 51 52.12295(N) 086 13 10.69013(W)   ADJUSTED
 LB2359* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LB2359  ______________________________________________________________________
 LB2359  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 LB2359  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 LB2359  HORZ ORDER      -  THIRD
 LB2359
 LB2359.The horizontal coordinates were established by classical geodetic methods
 LB2359.and adjusted by the National Geodetic Survey in May 1999.
 LB2359
 LB2359.The orthometric height was scaled from a topographic map.
 LB2359
 LB2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2359.GEOID18 height accuracy estimate available here.
 LB2359
 LB2359.Click photographs - Photos may exist for this station.
 LB2359
 LB2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2359
 LB2359. The following values were computed from the NAD 83(1997) position.
 LB2359
 LB2359;                    North         East     Units Scale Factor Converg.
 LB2359;SPC IN E     -   623,655.880    53,382.096   MT  0.99999340   -0 21 42.5
 LB2359;SPC IN E     - 2,046,111.00    175,137.76   sFT  0.99999340   -0 21 42.5
 LB2359;UTM  16      - 4,524,006.105   565,764.334   MT  0.99965323   +0 30 38.1
 LB2359
 LB2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2359!SPC IN E     -   0.99996645  x   0.99999340  =   0.99995985
 LB2359!UTM  16      -   0.99996645  x   0.99965323  =   0.99961969
 LB2359
 LB2359:                Primary Azimuth Mark                     Grid Az
 LB2359:SPC IN E     -  TWELVE AZ MK                             234 02 56.6
 LB2359:UTM  16      -  TWELVE AZ MK                             233 10 36.0
 LB2359
 LB2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6576424006(NAD 83)
 LB2359
 LB2359|---------------------------------------------------------------------|
 LB2359| PID    Reference Object                     Distance      Geod. Az  |
 LB2359|                                                           dddmmss.s |
 LB2359| CD1348 TWELVE RM 1                          18.518 METERS 01505     |
 LB2359| CD1347 TWELVE AZ MK                                       2334114.1 |
 LB2359| CD1349 TWELVE RM 2                          25.860 METERS 26045     |
 LB2359|---------------------------------------------------------------------|
 LB2359
 LB2359                          SUPERSEDED SURVEY CONTROL
 LB2359
 LB2359  NAD 83(1986)-  40 51 52.12808(N)    086 13 10.69968(W) AD(       ) 3
 LB2359  NAD 27      -  40 51 51.97610(N)    086 13 10.71340(W) AD(       ) 3
 LB2359
 LB2359.Superseded values are not recommended for survey control.
 LB2359
 LB2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2359.See file dsdata.pdf to determine how the superseded data were derived.
 LB2359
 LB2359_MARKER: DS = TRIANGULATION STATION DISK
 LB2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2359_STAMPING: TWELVE 1948
 LB2359_MARK LOGO: CGS
 LB2359_PROJECTION: RECESSED 15 CENTIMETERS
 LB2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2359+STABILITY: SURFACE MOTION
 LB2359
 LB2359  HISTORY     - Date     Condition        Report By
 LB2359  HISTORY     - 1948     MONUMENTED       CGS
 LB2359  HISTORY     - 1989     GOOD             USPSQD
 LB2359
 LB2359                          STATION DESCRIPTION
 LB2359
 LB2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2359'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LOGANSPORT AND 11
 LB2359'MILES NORTHWEST OF PERU IN THE VILLAGE OF TWELVE MILE ON PROPERTY
 LB2359'OWNED BY MR. ROY WINEGARDNER.  IT IS 86 FEET SOUTH OF THE SOUTHEAST
 LB2359'CORNER OF BARN, 18 FEET SOUTHWEST OF A WHITE WITNESS POST, 17 FEET
 LB2359'NORTH OF A EAST-WEST FENCELINE AND 16 FEET WEST OF A NORTH-SOUTH
 LB2359'FENCELINE.  THE MARK IS UNDERGROUND ABOUT 6 INCHES AND THE DISK
 LB2359'IS STAMPED TWELVE 1948.
 LB2359'
 LB2359'REFERENCE MARK NO. 1 IS 60.75 FEET NORTHEAST OF THE STATION.  IT IS
 LB2359'18 FEET SOUTH OF THE SOUTHEAST CORNER OF BARN AND 1 FOOT WEST OF
 LB2359'A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LB2359'TWELVE NO 1 1948.
 LB2359'
 LB2359'REFERENCE MARK NO. 2 IS 84.84 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2359'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE
 LB2359'DISK IS STAMPED TWELVE NO 2 1948.
 LB2359'
 LB2359'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS 19 FEET
 LB2359'WEST OF THE CENTER OF PAVED ROAD, 3 FEET SOUTH OF A WHITE WITNESS
 LB2359'POST, 1 FOOT NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 LB2359'FENCELINE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 LB2359'TWELVE 1948.
 LB2359'
 LB2359'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 16
 LB2359'AND THE ERIE RAILROAD IN TWELVE MILE GO EAST ON STATE HIGHWAY NO.
 LB2359'16 FOR 0.1 MILE TO A GRAVEL DRIVEWAY ON THE RIGHT, TURN RIGHT AND
 LB2359'GO INTO DRIVEWAY AROUND THE EAST SIDE OF HOUSE TO BARN AND STATION
 LB2359'AS DESCRIBED.
 LB2359'
 LB2359'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY
 LB2359'NO. 16 AND THE ERIE RAILROAD IN TWELVE MILE GO WEST ON STATE HIGHWAY
 LB2359'NO. 16 FOR 0.2 MILE TO A PAVED CROSSROAD, TURN LEFT ON PAVED ROAD
 LB2359'AND GO SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LB2359'
 LB2359'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2359
 LB2359                          STATION RECOVERY (1989)
 LB2359
 LB2359'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2014 ***********************************************************************
 KA2014  DESIGNATION -  TWENTY
 KA2014  PID         -  KA2014
 KA2014  STATE/COUNTY-  IN/PUTNAM
 KA2014  COUNTRY     -  US
 KA2014  USGS QUAD   -  CLOVERDALE (2019)
 KA2014
 KA2014                         *CURRENT SURVEY CONTROL
 KA2014  ______________________________________________________________________
 KA2014* NAD 83(1997) POSITION- 39 35 01.30730(N) 086 49 36.62507(W)   ADJUSTED
 KA2014* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 KA2014  ______________________________________________________________________
 KA2014  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KA2014  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 KA2014  HORZ ORDER      -  THIRD
 KA2014
 KA2014.The horizontal coordinates were established by classical geodetic methods
 KA2014.and adjusted by the National Geodetic Survey in May 1999.
 KA2014
 KA2014.The orthometric height was scaled from a topographic map.
 KA2014
 KA2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2014.GEOID18 height accuracy estimate available here.
 KA2014
 KA2014.Click photographs - Photos may exist for this station.
 KA2014
 KA2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA2014
 KA2014. The following values were computed from the NAD 83(1997) position.
 KA2014
 KA2014;                    North         East     Units Scale Factor Converg.
 KA2014;SPC IN W     -   481,328.160   922,034.639   MT  0.99997264   +0 09 48.4
 KA2014;SPC IN W     - 1,579,157.47  3,025,041.98   sFT  0.99997264   +0 09 48.4
 KA2014;UTM  16      - 4,381,567.580   514,870.233   MT  0.99960272   +0 06 37.2
 KA2014
 KA2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2014!SPC IN W     -   0.99996613  x   0.99997264  =   0.99993877
 KA2014!UTM  16      -   0.99996613  x   0.99960272  =   0.99956887
 KA2014
 KA2014:                Primary Azimuth Mark                     Grid Az
 KA2014:SPC IN W     -  TWENTY AZ MK                             115 06 52.0
 KA2014:UTM  16      -  TWENTY AZ MK                             115 10 03.2
 KA2014
 KA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1487081567(NAD 83)
 KA2014
 KA2014|---------------------------------------------------------------------|
 KA2014| PID    Reference Object                     Distance      Geod. Az  |
 KA2014|                                                           dddmmss.s |
 KA2014| KA2015 INDIANAPOLIS ST LOU AWY BCN 20        7.207 METERS 02738     |
 KA2014| CD1351 TWENTY RM 1                          13.216 METERS 05331     |
 KA2014| CD1350 TWENTY AZ MK                                       1151640.4 |
 KA2014| CD1352 TWENTY RM 2                          27.557 METERS 33230     |
 KA2014|---------------------------------------------------------------------|
 KA2014
 KA2014                          SUPERSEDED SURVEY CONTROL
 KA2014
 KA2014  NAD 83(1986)-  39 35 01.30944(N)    086 49 36.61912(W) AD(       ) 3
 KA2014  NAD 27      -  39 35 01.14500(N)    086 49 36.57860(W) AD(       ) 3
 KA2014
 KA2014.Superseded values are not recommended for survey control.
 KA2014
 KA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2014.See file dsdata.pdf to determine how the superseded data were derived.
 KA2014
 KA2014_MARKER: DS = TRIANGULATION STATION DISK
 KA2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2014_STAMPING: TWENTY 1947
 KA2014_MARK LOGO: CGS
 KA2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2014+STABILITY: SURFACE MOTION
 KA2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2014+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2011
 KA2014
 KA2014  HISTORY     - Date     Condition        Report By
 KA2014  HISTORY     - 1947     MONUMENTED       CGS
 KA2014  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KA2014  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 KA2014  HISTORY     - 20110324 GOOD             INDIV
 KA2014
 KA2014                          STATION DESCRIPTION
 KA2014
 KA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA2014'STATION IS 2.3 MILES EAST-NORTHEAST OF PUTNAMVILLE VIA U.S. HIGHWAY
 KA2014'40 IN LOCALITY KNOWN AS BEACON HILL, 0.4 MILE NORTHWEST OF
 KA2014'JUNCTION OF U.S. HIGHWAY 40 WITH STATE HIGHWAY 43, 0.15 MILE NORTH OF
 KA2014'U.S. HIGHWAY 40, 42 FEET EAST OF A FENCE, 23.65 FEET SOUTHWEST OF
 KA2014'AIRWAY BEACON NO. 20, AND 12 FEET SOUTHWEST OF A WHITE WITNESS POST.
 KA2014'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED TWENTY 1947.
 KA2014'
 KA2014'REFERENCE MARK NO. 1 IS 43.36 FEET EAST-NORTHEAST OF THE STATION AND
 KA2014'18 FEET EAST-NORTHEAST OF THE SOUTHEAST LEG OF AIRWAY BEACON NO.
 KA2014'20. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TWENTY
 KA2014'NO 1 1947.
 KA2014'
 KA2014'REFERENCE MARK NO. 2 IS 90.41 FEET NORTH-NORTHWEST OF THE STATION AND
 KA2014'2 FEET EAST OF A FENCE. THE MARK PROJECTS 8 INCHES, AND THE
 KA2014'DISK IS STAMPED TWENTY NO 2 1947.
 KA2014'
 KA2014'THE AZIMUTH MARK IS 0.2 MILE EAST-SOUTHEAST OF THE STATION VIA U.S.
 KA2014'HIGHWAY 40, 0.2 MILE WEST OF JUNCTION OF U.S.  HIGHWAY 40 WITH
 KA2014'STATE HIGHWAY 43, 51 FEET SOUTH OF CENTERLINE OF THE EAST-BOUND
 KA2014'TRAFFIC LANE OF U.S. HIGHWAY 40, 2 FEET WEST OF A WHITE WITNESS
 KA2014'POST, AND 6 INCHES NORTH OF A FENCE. THE MARK PROJECTS 4 INCHES, AND
 KA2014'THE DISK IS STAMPED TWENTY 1947.
 KA2014'
 KA2014'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KA2014
 KA2014                          STATION RECOVERY (1980)
 KA2014
 KA2014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (TS)
 KA2014'MARK WAS NOT FOUND.  AIRWAY BEACON NO. 20 WAS REMOVED AFTER WAR (II)
 KA2014'ONE FARMER SAID HE SAW A CONC. POST PROJ. 8 INCHES + OR - IN
 KA2014'FENCELINE COULD NOT FIND.  MARK (STA) PLOTS TO BE JUST NORTH OF A
 KA2014'BARN, FARMER SAYS BEACON WAS ON ANOTHER HILL.  HIGH WEEDS IN FIELD
 KA2014'WHERE MARK MIGHT BE.  AZ MK. NOT SEARCHED FOR.  WILL DO LATER.
 KA2014'PLS CONTACT ME PERSONALLY IF WILL BE SEARCHED FOR AS I WOULD BE
 KA2014'GLAD TO MEET W/YOUR PEOPLE AT LOCATION.
 KA2014'
 KA2014'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH
 KA2014'OF GREENCASTLE.
 KA2014
 KA2014                          STATION RECOVERY (2004)
 KA2014
 KA2014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DEP)
 KA2014'RM 2 FOUND IN GOOD CONDITION. RM 1 AND 'TWENTY' MISSING, LOCATED IN
 KA2014'MOWED GRASS AREA BEHIND HOUSE. GARAGE NOW EXISTS BETWEEN RM 2 AND
 KA2014'FORMER LOCATION OF 'TWENTY' AZ. MK. NOT SEARCHED FOR.
 KA2014
 KA2014                          STATION RECOVERY (2011)
 KA2014
 KA2014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DEP)
 KA2014'STATION RECOVERED IN GOOD CONDITION 1 FOOT BELOW SURFACE. STATION IS S
 KA2014'35 E(MAG) 21.2' FROM SE COR OF CONC BLOCK GARAGE. RM 2 FOUND IN GOOD
 KA2014'CONDITION. COULD NOT LOCATE RM 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2345 ***********************************************************************
 ME2345  DESIGNATION -  TYNER
 ME2345  PID         -  ME2345
 ME2345  STATE/COUNTY-  IN/MARSHALL
 ME2345  COUNTRY     -  US
 ME2345  USGS QUAD   -  WALKERTON (2019)
 ME2345
 ME2345                         *CURRENT SURVEY CONTROL
 ME2345  ______________________________________________________________________
 ME2345* NAD 83(1997) POSITION- 41 24 24.89742(N) 086 23 31.01729(W)   ADJUSTED
 ME2345* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 ME2345  ______________________________________________________________________
 ME2345  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 ME2345  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 ME2345  HORZ ORDER      -  SECOND
 ME2345
 ME2345.The horizontal coordinates were established by classical geodetic methods
 ME2345.and adjusted by the National Geodetic Survey in May 1999.
 ME2345
 ME2345.The orthometric height was scaled from a topographic map.
 ME2345
 ME2345.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2345.GEOID18 height accuracy estimate available here.
 ME2345
 ME2345.Click photographs - Photos may exist for this station.
 ME2345
 ME2345.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2345
 ME2345. The following values were computed from the NAD 83(1997) position.
 ME2345
 ME2345;                    North         East     Units Scale Factor Converg.
 ME2345;SPC IN E     -   684,001.769    39,356.864   MT  1.00001191   -0 28 47.0
 ME2345;SPC IN E     - 2,244,095.80    129,123.31   sFT  1.00001191   -0 28 47.0
 ME2345;SPC IN W     -   683,978.592   957,808.760   MT  1.00000778   +0 27 26.3
 ME2345;SPC IN W     - 2,244,019.76  3,142,410.91   sFT  1.00000778   +0 27 26.3
 ME2345;UTM  16      - 4,584,108.561   550,822.324   MT  0.99963179   +0 24 07.8
 ME2345
 ME2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2345!SPC IN E     -   0.99996517  x   1.00001191  =   0.99997708
 ME2345!SPC IN W     -   0.99996517  x   1.00000778  =   0.99997295
 ME2345!UTM  16      -   0.99996517  x   0.99963179  =   0.99959697
 ME2345
 ME2345:                Primary Azimuth Mark                     Grid Az
 ME2345:SPC IN E     -  TYNER AZ MK                              223 11 14.0
 ME2345:SPC IN W     -  TYNER AZ MK                              222 15 00.7
 ME2345:UTM  16      -  TYNER AZ MK                              222 18 19.2
 ME2345
 ME2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5082284108(NAD 83)
 ME2345
 ME2345|---------------------------------------------------------------------|
 ME2345| PID    Reference Object                     Distance      Geod. Az  |
 ME2345|                                                           dddmmss.s |
 ME2345| CM4739 TYNER RM 1                           20.421 METERS 17142     |
 ME2345| CM4738 TYNER AZ MK                                        2224227.0 |
 ME2345| CM4740 TYNER RM 2                           25.822 METERS 26500     |
 ME2345|---------------------------------------------------------------------|
 ME2345
 ME2345                          SUPERSEDED SURVEY CONTROL
 ME2345
 ME2345  NAD 83(1986)-  41 24 24.90127(N)    086 23 31.02426(W) AD(       ) 2
 ME2345  NAD 27      -  41 24 24.73320(N)    086 23 30.99350(W) AD(       ) 2
 ME2345
 ME2345.Superseded values are not recommended for survey control.
 ME2345
 ME2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2345.See file dsdata.pdf to determine how the superseded data were derived.
 ME2345
 ME2345_MARKER: DS = TRIANGULATION STATION DISK
 ME2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2345_STAMPING: TYNER 1952
 ME2345_MARK LOGO: CGS
 ME2345_PROJECTION: FLUSH
 ME2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2345+STABILITY: SURFACE MOTION
 ME2345
 ME2345  HISTORY     - Date     Condition        Report By
 ME2345  HISTORY     - 1952     MONUMENTED       CGS
 ME2345  HISTORY     - 1975     GOOD             NGS
 ME2345
 ME2345                          STATION DESCRIPTION
 ME2345
 ME2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2345'STATION IS LOCATED ON TOP OF A BRUSHY SAND HILL ON THE PROPERTY OF MAX
 ME2345'WARREN ABOUT 6 MILES NORTHWEST OF PLYMOUTH AND 1/2 MILE EAST OF THE
 ME2345'VILLAGE OF TYNER.  IT IS ABOUT 0.1 MILE EAST OF MR. WARRENS FARM
 ME2345'BUILDINGS, 31 FEET SOUTH OF A FENCE, 24 FEET NORTHWEST OF A 24 INCH
 ME2345'OAK TREE AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 ME2345'FLUSH AND THE DISK IS STAMPED TYNER 1952.
 ME2345'
 ME2345'REFERENCE MARK NO. 1 IS 10 FEET WEST OF A 15 INCH OAK TREE.  THE MARK
 ME2345'IS FLUSH AND THE DISK IS STAMPED TYNER NO 1 1952.
 ME2345'
 ME2345'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF THE FENCE AND 14 FEET SOUTH
 ME2345'OF A 12 INCH MULBERRY TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2345'TYNER NO 2 1952.
 ME2345'
 ME2345'AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF A PAVED ROAD, 12 FEET
 ME2345'SOUTHEAST OF A POWER POLE, 3 FEET SOUTHEAST OF A WHITE WITNESS POST
 ME2345'AND 2 FEET NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 ME2345'STAMPED TYNER 1952.
 ME2345'
 ME2345'TO REACH THE STATION FROM THE POLK TOWNSHIP HIGH SCHOOL IN TYNER, GO
 ME2345'NORTH ON A PAVED ROAD FOR ABOUT 100 YARDS TO A PAVED CROSSROAD.  TURN
 ME2345'RIGHT AND GO EAST ALONG THE SOUTH SIDE OF A RAILROAD TRACK FOR 0.3
 ME2345'MILE TO A SHARP TURN RIGHT AND A GRAVEL ROAD LEFT.* TURN LEFT AND GO
 ME2345'0.1 MILE TO A SHARP TURN LEFT AND A DRIVEWAY RIGHT JUST AFTER CROSSING
 ME2345'THE RAILROAD TRACKS.  TURN RIGHT INTO DRIVEWAY AND GO 0.1 MILE TO MR.
 ME2345'WARRENS HOUSE.  CONTINUE PAST HOUSE AND BARN AND GO EAST ACROSS FIELD
 ME2345'FOR ABOUT 0.1 MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 ME2345'
 ME2345'*TO REACH THE AZIMUTH MARK FROM THIS SHARP RIGHT TURN, TURN RIGHT ON
 ME2345'THE PAVED ROAD AND GO SOUTH FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 ME2345'DESCRIBED.
 ME2345'
 ME2345'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2345
 ME2345                          STATION RECOVERY (1975)
 ME2345
 ME2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2345'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ME2345'FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN THE MARKS WAS GREATER BY 2
 ME2345'MINUTES.  THE DISTANCE TO REFERENCE MARK 1 WAS LONGER BY 0.2 FOOT.
 ME2345'THE DISTANCE TO REFERENCE MARK 2 CHECKED THE 1952 DISTANCE.  A NEW
 ME2345'DESCRIPTION FOLLOWS.
 ME2345'
 ME2345'THE STATION IS LOCATED ON A TIMBERED LOW HILL AND ON PROPERTY NOW
 ME2345'OWNED BY MR. WILLIAM HOPKINS WHO RESIDES JUST WEST OF THE STATION
 ME2345'SITE.  IT IS 31 FEET SOUTH OF A FENCE LINE, 11 FEET SOUTHWEST OF A 12
 ME2345'INCH OAK TREE AND 5 FEET WEST OF A WOODEN WITNESS POST.  THE MONUMENT
 ME2345'PROJECTS 1 INCH AND THE DISK IS STAMPED TYNER 1952.
 ME2345'
 ME2345'TO REACH THE STATION FROM THE MAIN CROSS ROADS IN TYNER, GO EAST ON A
 ME2345'PAVED ROAD FOR 0.3 MILE TO WHERE THE PAVED ROAD CURVES TO THE SOUTH
 ME2345'AND A GRAVELED ROAD LEFT.  TURN SHARP LEFT AND GO NORTH ON THE
 ME2345'GRAVELED ROAD TO A DRIVEWAY RIGHT JUST AFTER CROSSING A RAIL ROAD
 ME2345'TRACK.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO MR.
 ME2345'HOPKINS HOUSE.  FROM HERE CONTINUE EAST PAST THE HOUSE AND A SHED AND
 ME2345'GO FOR ABOUT 0.1 MILE TO A SMALL WOODED HILL AND THE STATION AS
 ME2345'DESCRIBED.
 ME2345'
 ME2345'REFERENCE MARK 1 IS 99 FEET SOUTH OF THE FENCELINE, 10 FEET WEST OF A
 ME2345'24 INCH OAK TREE AND ABOUT 5 FEET LOWER THAN THE STATION.  THE
 ME2345'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TYNER NO 1 1952.
 ME2345'
 ME2345'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE FENCELINE, 40 FEET EAST OF A
 ME2345'36 INCH OAK TREE AND 14 FEET SOUTH OF A 14 INCH MULBERRY TREE.  THE
 ME2345'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED TYNER NO 2 1952.
 ME2345'
 ME2345'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD
 ME2345'AND 12 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES
 ME2345'AND THE DISK IS STAMPED TYNER 1952.
 ME2345'
 ME2345'TO REACH THE AZIMUTH MARK FROM THE CURVE, CONTINUE ON PAVED ROAD FOR
 ME2345'0.15 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 ME2345'
 ME2345'NOTE-THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 ME2345'
 ME2345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST OF
 ME2345'PLYMOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DI4046 ***********************************************************************
 DI4046  SACS        -  This is a Secondary Airport Control Station.
 DI4046  DESIGNATION -  TYQ A
 DI4046  PID         -  DI4046
 DI4046  STATE/COUNTY-  IN/BOONE
 DI4046  COUNTRY     -  US
 DI4046  USGS QUAD   -  ROSSTON (2019)
 DI4046
 DI4046                         *CURRENT SURVEY CONTROL
 DI4046  ______________________________________________________________________
 DI4046* NAD 83(2011) POSITION- 40 01 23.08135(N) 086 15 11.21426(W)   ADJUSTED
 DI4046* NAD 83(2011) ELLIP HT-   246.212 (meters)        (06/27/12)   ADJUSTED
 DI4046* NAD 83(2011) EPOCH   -  2010.00
 DI4046* NAVD 88 ORTHO HEIGHT -   280.18  (meters)      919.2   (feet) GPS OBS
 DI4046  ______________________________________________________________________
 DI4046  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4046  GEOID HEIGHT    -        -33.875 (meters)                     GEOID03
 DI4046  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 DI4046  NAD 83(2011) X  -    319,637.606 (meters)                     COMP
 DI4046  NAD 83(2011) Y  - -4,880,793.467 (meters)                     COMP
 DI4046  NAD 83(2011) Z  -  4,080,106.551 (meters)                     COMP
 DI4046  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DI4046
 DI4046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI4046  Standards:
 DI4046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI4046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI4046  -------------------------------------------------------------------
 DI4046  NETWORK    0.30   1.29           0.12   0.12   0.66     -0.33438707
 DI4046  -------------------------------------------------------------------
 DI4046  Click here for local accuracies and other accuracy information.
 DI4046
 DI4046.This mark is at Indianapolis Executive Airport  (TYQ)
 DI4046
 DI4046.The horizontal coordinates were established by GPS observations
 DI4046.and adjusted by the National Geodetic Survey in June 2012.
 DI4046
 DI4046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI4046.been affixed to the stable North American tectonic plate. See 
 DI4046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI4046
 DI4046.The horizontal coordinates are valid at the epoch date displayed above
 DI4046.which is a decimal equivalence of Year/Month/Day.
 DI4046
 DI4046.The orthometric height was determined by GPS observations and a
 DI4046.high-resolution geoid model.
 DI4046
 DI4046.GPS derived orthometric heights for airport stations designated as
 DI4046.PACS or SACS are published to 2 decimal places.  This maintains
 DI4046.centimeter relative accuracy between the PACS and SACS.  It does
 DI4046.not indicate centimeter accuracy relative to other marks which are
 DI4046.part of the published vertical control network.
 DI4046
 DI4046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4046.GEOID18 height accuracy estimate available here.
 DI4046
 DI4046.Click photographs - Photos may exist for this station.
 DI4046
 DI4046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4046
 DI4046.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI4046
 DI4046.The ellipsoidal height was determined by GPS observations
 DI4046.and is referenced to NAD 83.
 DI4046
 DI4046. The following values were computed from the NAD 83(2011) position.
 DI4046
 DI4046;                    North         East     Units Scale Factor Converg.
 DI4046;SPC IN W     -   530,410.243   970,869.739   MT  1.00002847   +0 32 02.2
 DI4046;SPC IN W     - 1,740,187.61  3,185,261.80   sFT  1.00002847   +0 32 02.2
 DI4046;UTM  16      - 4,430,585.822   563,732.721   MT  0.99965000   +0 28 49.2
 DI4046
 DI4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4046!SPC IN W     -   0.99996138  x   1.00002847  =   0.99998985
 DI4046!UTM  16      -   0.99996138  x   0.99965000  =   0.99961139
 DI4046
 DI4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6373230585(NAD 83)
 DI4046
 DI4046                          SUPERSEDED SURVEY CONTROL
 DI4046
 DI4046  NAD 83(2007)-  40 01 23.08139(N)    086 15 11.21532(W) AD(2002.00) 1
 DI4046  ELLIP H (04/02/09)  246.235  (m)                       GP(2002.00) 3 2
 DI4046  NAD 83(1997)-  40 01 23.08146(N)    086 15 11.21522(W) AD(       ) 1
 DI4046  ELLIP H (03/21/07)  246.240  (m)                       GP(       ) 3 2
 DI4046
 DI4046.Superseded values are not recommended for survey control.
 DI4046
 DI4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4046.See file dsdata.pdf to determine how the superseded data were derived.
 DI4046
 DI4046_MARKER: DD = SURVEY DISK
 DI4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4046_STAMPING: TYQ A 2006
 DI4046_MARK LOGO: WOOLPT
 DI4046_PROJECTION: FLUSH
 DI4046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4046+STABILITY: SURFACE MOTION
 DI4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4046+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 DI4046
 DI4046  HISTORY     - Date     Condition        Report By
 DI4046  HISTORY     - 20061216 MONUMENTED       WOOLPT
 DI4046
 DI4046                          STATION DESCRIPTION
 DI4046
 DI4046'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI4046'THE STATION IS LOCATED ABOUT 10.46 KM (6.5 MI) WEST OF WESTFIELD, 9.01
 DI4046'KM (5.6 MI) NORTH OF ZIONSVILLE, 18.51 KM (11.5 MI) EAST OF LEBANON
 DI4046'AND AT THE INDIANAPOLIS EXECUTIVE AIRPORT.  OWNERSHIP -- HAMILTON
 DI4046'COUNTY BOARD OF AVIATION COMMISSIONERS, NOBLESVILLE, IN.46060.
 DI4046'
 DI4046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S.
 DI4046'HIGHWAY 31 AT WESTFIELD, GO WEST FOR 10.6 KM (6.60 MI) STATE HIGHWAY
 DI4046'32 TO THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE GO
 DI4046'SOUTHEAST ACROSS APRON FOR 0.12 KM (0.07 MI) TO THE TAXIWAY ON THE
 DI4046'RIGHT, TURN RIGHT, SOUTH, ALONG TAXIWAY FOR 1.66 KM (1.03 MI) TO THE
 DI4046'ENTRANCE TO RUNWAY 36 ON THE LEFT AND THE STATION ON THE RIGHT IN THE
 DI4046'GRASS.
 DI4046'
 DI4046'THE STATION IS BRONZE WOOLPERT GEODETIC CONTROL SURVEY MARK STAMPED --
 DI4046'TYQ A 2006 -- SET IN THE TOP OF A 30 CM (12-INCH) DIAMETER BY 1.2 M
 DI4046'(4.0 FT) DEEP CONCRETE MARK.  22.5 M (74.0 FT) WEST SOUTHWEST OF THE
 DI4046'SOUTHWEST CORNER OF TAXIWAY A, 11.7 M (38.5 FT) NORTHEAST OF THE
 DI4046'NORTHEAST CORNER OF A CONCRETE PAD FOR AN ELECTRICAL JUNCTION BOX, AND
 DI4046'3.2 M (10.5 FT) SOUTH OF THE PROJECTED SOUTH EDGE OF TAXIWAY A.
 DI4046'
 DI4046'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI4046'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0530 ***********************************************************************
 JZ0530  DESIGNATION -  U
 JZ0530  PID         -  JZ0530
 JZ0530  STATE/COUNTY-  IN/DEARBORN
 JZ0530  COUNTRY     -  US
 JZ0530  USGS QUAD   -  LAWRENCEBURG (2019)
 JZ0530
 JZ0530                         *CURRENT SURVEY CONTROL
 JZ0530  ______________________________________________________________________
 JZ0530* NAD 83(1986) POSITION- 39 05 27.66   (N) 084 50 59.68   (W)   HD_HELD1
 JZ0530* NAVD 88 ORTHO HEIGHT -   147.804 (meters)      484.92  (feet) ADJUSTED
 JZ0530  ______________________________________________________________________
 JZ0530  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 JZ0530  DYNAMIC HEIGHT  -        147.712 (meters)      484.62  (feet) COMP
 JZ0530  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ0530
 JZ0530  VERT ORDER      -  FIRST     CLASS II
 JZ0530
 JZ0530.The horizontal coordinates were determined by differentially corrected
 JZ0530.hand held GPS observations or other comparable positioning techniques
 JZ0530.and have an estimated accuracy of +/- 3 meters.
 JZ0530
 JZ0530.The orthometric height was determined by differential leveling and
 JZ0530.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0530.in June 1991.
 JZ0530
 JZ0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0530.GEOID18 height accuracy estimate available here.
 JZ0530
 JZ0530.Click photographs - Photos may exist for this station.
 JZ0530
 JZ0530.The dynamic height is computed by dividing the NAVD 88
 JZ0530.geopotential number by the normal gravity value computed on the
 JZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0530.degrees latitude (g = 980.6199 gals.).
 JZ0530
 JZ0530.The modeled gravity was interpolated from observed gravity values.
 JZ0530
 JZ0530;                    North         East    Units  Estimated Accuracy
 JZ0530;SPC IN E     -   426,917.9     170,660.0     MT  (+/- 3 meters HH1 GPS) 
 JZ0530
 JZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8595029077(NAD 83)
 JZ0530
 JZ0530                          SUPERSEDED SURVEY CONTROL
 JZ0530
 JZ0530  NGVD 29 (06/03/91)  148.014  (m)          485.61   (f) ADJUSTED    1 2
 JZ0530  NGVD 29 (??/??/87)  148.014  (m)          485.61   (f) SUPERSEDED  1 2
 JZ0530
 JZ0530.Superseded values are not recommended for survey control.
 JZ0530
 JZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0530.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0530
 JZ0530_MARKER: Q = CHISELED SQUARE
 JZ0530_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0530_SP_SET: WATER TABLE
 JZ0530_STAMPING: SEPT 1879 USC AND GS BM U
 JZ0530_MARK LOGO: CGS
 JZ0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0530+STABILITY: POSITION/ELEVATION WELL
 JZ0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0530+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 JZ0530
 JZ0530  HISTORY     - Date     Condition        Report By
 JZ0530  HISTORY     - 1879     MONUMENTED       CGS
 JZ0530  HISTORY     - 1947     GOOD             CGS
 JZ0530  HISTORY     - 1964     GOOD             CGS
 JZ0530  HISTORY     - 1986     GOOD             NGS
 JZ0530  HISTORY     - 20040708 GOOD             GEOCAC
 JZ0530  HISTORY     - 20190915 GOOD             USPSQD
 JZ0530
 JZ0530                          STATION DESCRIPTION
 JZ0530
 JZ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0530'AT LAWRENCEBURG.
 JZ0530'AT LAWRENCEBURG, DEARBORN COUNTY, AT THE COUNTY COURTHOUSE, 23
 JZ0530'FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, UNDER THE
 JZ0530'SECOND WINDOW SOUTHWEST OF THE EAST CORNER, 14 FEET NORTHEAST
 JZ0530'OF THE CENTER OF A DOORWAY, AND ON THE WATER TABLE.  A CHISELED
 JZ0530'SQUARE SURROUNDED BY THE LETTERS SEP 1879 USC AND GS BM U.
 JZ0530
 JZ0530                          STATION RECOVERY (1964)
 JZ0530
 JZ0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JZ0530'RECOVERED IN GOOD CONDITION.
 JZ0530
 JZ0530                          STATION RECOVERY (1986)
 JZ0530
 JZ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0530'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0530'LAWRENCEBURG, AT THE INTERSECTION OF HIGH AND MARY STREETS, A CHISELED
 JZ0530'SQUARE IN TOP OF A GRANITE WATER TABLE UNDER THE SECOND WINDOW
 JZ0530'SOUTHWEST OF THE EAST CORNER OF THE COUNTY COURTHOUSE, 57.2 M
 JZ0530'(187.7 FT) SOUTHWEST OF THE CENTERLINE OF MARY STREET, 25.9 M
 JZ0530'(85.0 FT) NORTHWEST OF THE CENTERLINE OF HIGH STREET, AND 4.3 M
 JZ0530'(14.1 FT) NORTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE.
 JZ0530'NOTE--THE CHISELED SQUARE IS SURROUNDED BY THE LETTERS BM U SEP 1879
 JZ0530'USCGS.
 JZ0530'THE MARK IS 0.9 M ABOVE THE STREET.
 JZ0530
 JZ0530                          STATION RECOVERY (2004)
 JZ0530
 JZ0530'RECOVERY NOTE BY GEOCACHING 2004
 JZ0530'RECOVERED IN GOOD CONDITION.
 JZ0530
 JZ0530                          STATION RECOVERY (2019)
 JZ0530
 JZ0530'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 JZ0530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1850 ***********************************************************************
 JZ1850  DESIGNATION -  U 1
 JZ1850  PID         -  JZ1850
 JZ1850  STATE/COUNTY-  IN/DECATUR
 JZ1850  COUNTRY     -  US
 JZ1850  USGS QUAD   -  GREENSBURG (2019)
 JZ1850
 JZ1850                         *CURRENT SURVEY CONTROL
 JZ1850  ______________________________________________________________________
 JZ1850* NAD 83(1986) POSITION- 39 20 14.     (N) 085 29 00.     (W)   SCALED
 JZ1850* NAVD 88 ORTHO HEIGHT -   292.728 (meters)      960.39  (feet) ADJUSTED
 JZ1850  ______________________________________________________________________
 JZ1850  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ1850  DYNAMIC HEIGHT  -        292.544 (meters)      959.79  (feet) COMP
 JZ1850  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 JZ1850
 JZ1850  VERT ORDER      -  FIRST     CLASS II
 JZ1850
 JZ1850.The horizontal coordinates were scaled from a map and have
 JZ1850.an estimated accuracy of +/- 6 seconds.
 JZ1850
 JZ1850.The orthometric height was determined by differential leveling and
 JZ1850.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1850.in June 1991.
 JZ1850
 JZ1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1850.GEOID18 height accuracy estimate available here.
 JZ1850
 JZ1850.Click photographs - Photos may exist for this station.
 JZ1850
 JZ1850.The dynamic height is computed by dividing the NAVD 88
 JZ1850.geopotential number by the normal gravity value computed on the
 JZ1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1850.degrees latitude (g = 980.6199 gals.).
 JZ1850
 JZ1850.The modeled gravity was interpolated from observed gravity values.
 JZ1850
 JZ1850;                    North         East    Units  Estimated Accuracy
 JZ1850;SPC IN E     -   453,950.      115,810.      MT  (+/- 180 meters Scaled)
 JZ1850
 JZ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ307552(NAD 83)
 JZ1850
 JZ1850                          SUPERSEDED SURVEY CONTROL
 JZ1850
 JZ1850  NGVD 29 (??/??/92)  292.850  (m)          960.79   (f) ADJ UNCH    1 2
 JZ1850
 JZ1850.Superseded values are not recommended for survey control.
 JZ1850
 JZ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1850.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1850
 JZ1850_MARKER: DB = BENCH MARK DISK
 JZ1850_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1850_SP_SET: BALUSTRADE
 JZ1850_STAMPING: U 1
 JZ1850_MARK LOGO: CGS
 JZ1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1850
 JZ1850  HISTORY     - Date     Condition        Report By
 JZ1850  HISTORY     - 1917     MONUMENTED       CGS
 JZ1850  HISTORY     - 1947     GOOD             CGS
 JZ1850  HISTORY     - 1986     GOOD             NGS
 JZ1850
 JZ1850                          STATION DESCRIPTION
 JZ1850
 JZ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1850'AT GREENSBURG.
 JZ1850'AT GREENSBURG, AT THE EAST ENTRANCE TO THE DECATUR COUNTY COURT
 JZ1850'HOUSE, SET IN THE TOP OF THE EAST END OF THE NORTH BALUSTRADE
 JZ1850'OF THE CONCRETE STEP, 6.3 FEET NORTH OF THE CENTER OF THE NORTH
 JZ1850'ENTRANCE AND ABOUT 1.5 FEET ABOVE THE SIDE WALK.
 JZ1850
 JZ1850                          STATION RECOVERY (1986)
 JZ1850
 JZ1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2712 ***********************************************************************
 JZ2712  DESIGNATION -  U 1 RESET
 JZ2712  PID         -  JZ2712
 JZ2712  STATE/COUNTY-  IN/DECATUR
 JZ2712  COUNTRY     -  US
 JZ2712  USGS QUAD   -  GREENSBURG (2019)
 JZ2712
 JZ2712                         *CURRENT SURVEY CONTROL
 JZ2712  ______________________________________________________________________
 JZ2712* NAD 83(1986) POSITION- 39 20 13.8    (N) 085 28 59.6    (W)   HD_HELD2
 JZ2712* NAVD 88 ORTHO HEIGHT -   292.361 (meters)      959.19  (feet) ADJUSTED
 JZ2712  ______________________________________________________________________
 JZ2712  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ2712  DYNAMIC HEIGHT  -        292.178 (meters)      958.59  (feet) COMP
 JZ2712  MODELED GRAVITY -    979,993.8   (mgal)                       NAVD 88
 JZ2712
 JZ2712  VERT ORDER      -  FIRST     CLASS II
 JZ2712
 JZ2712.The horizontal coordinates were established by autonomous hand held GPS
 JZ2712.observations and have an estimated accuracy of +/- 10 meters.
 JZ2712
 JZ2712.The orthometric height was determined by differential leveling and
 JZ2712.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2712.in June 1991.
 JZ2712
 JZ2712.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2712.GEOID18 height accuracy estimate available here.
 JZ2712
 JZ2712.Click photographs - Photos may exist for this station.
 JZ2712
 JZ2712.The dynamic height is computed by dividing the NAVD 88
 JZ2712.geopotential number by the normal gravity value computed on the
 JZ2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2712.degrees latitude (g = 980.6199 gals.).
 JZ2712
 JZ2712.The modeled gravity was interpolated from observed gravity values.
 JZ2712
 JZ2712;                    North         East    Units  Estimated Accuracy
 JZ2712;SPC IN E     -   453,943.      115,815.      MT  (+/- 10 meters HH2 GPS)
 JZ2712
 JZ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3071755290(NAD 83)
 JZ2712
 JZ2712                          SUPERSEDED SURVEY CONTROL
 JZ2712
 JZ2712.No superseded survey control is available for this station.
 JZ2712
 JZ2712_MARKER: DV = VERTICAL CONTROL DISK
 JZ2712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2712_SP_SET: STEP
 JZ2712_STAMPING: U 1 RESET 1977
 JZ2712_MARK LOGO: NGS
 JZ2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2712+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 JZ2712
 JZ2712  HISTORY     - Date     Condition        Report By
 JZ2712  HISTORY     - 1977     MONUMENTED       LOCENG
 JZ2712  HISTORY     - 1986     GOOD             NGS
 JZ2712  HISTORY     - 20041130 GOOD             GEOCAC
 JZ2712
 JZ2712                          STATION DESCRIPTION
 JZ2712
 JZ2712'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 JZ2712'IN GREENSBURG.
 JZ2712'IN GREENSBURG, AT EAST ENTRANCE, DECATUR COUNTY COURTHOUSE, IN FIRST
 JZ2712'CONCRETE STEP, 4.33 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE,
 JZ2712'0.5 FEET ABOVE SIDEWALK.
 JZ2712
 JZ2712                          STATION RECOVERY (1986)
 JZ2712
 JZ2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2712'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ2712'GREENSBURG, AT THE INTERSECTION OF EAST WASHINGTON AND NORTH FRANKLIN
 JZ2712'STREETS, IN THE NORTH END OF THE FIRST CONCRETE STEP OF THE EAST
 JZ2712'ENTRANCE TO THE COUNTY COURTHOUSE, 65.1 M (213.6 FT) SOUTH OF THE
 JZ2712'CENTER OF WASHINGTON STREET, 40.2 M (131.9 FT) WEST OF THE CENTER OF
 JZ2712'NORTH FRANKLIN STREET, AND 1.5 M (4.9 FT) NORTH OF THE CENTER OF THE
 JZ2712'ENTRANCE.
 JZ2712'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 JZ2712
 JZ2712                          STATION RECOVERY (2004)
 JZ2712
 JZ2712'RECOVERY NOTE BY GEOCACHING 2004
 JZ2712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1293 ***********************************************************************
 LB1293  DESIGNATION -  U 100
 LB1293  PID         -  LB1293
 LB1293  STATE/COUNTY-  IN/BENTON
 LB1293  COUNTRY     -  US
 LB1293  USGS QUAD   -  BOSWELL (2019)
 LB1293
 LB1293                         *CURRENT SURVEY CONTROL
 LB1293  ______________________________________________________________________
 LB1293* NAD 83(1986) POSITION- 40 30 58.     (N) 087 23 50.     (W)   SCALED
 LB1293* NAVD 88 ORTHO HEIGHT -   230.480 (meters)      756.17  (feet) ADJUSTED
 LB1293  ______________________________________________________________________
 LB1293  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 LB1293  DYNAMIC HEIGHT  -        230.367 (meters)      755.80  (feet) COMP
 LB1293  MODELED GRAVITY -    980,129.2   (mgal)                       NAVD 88
 LB1293
 LB1293  VERT ORDER      -  SECOND    CLASS 0
 LB1293
 LB1293.The horizontal coordinates were scaled from a map and have
 LB1293.an estimated accuracy of +/- 6 seconds.
 LB1293
 LB1293.The orthometric height was determined by differential leveling and
 LB1293.adjusted by the NATIONAL GEODETIC SURVEY
 LB1293.in June 1991.
 LB1293
 LB1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1293.GEOID18 height accuracy estimate available here.
 LB1293
 LB1293.Click photographs - Photos may exist for this station.
 LB1293
 LB1293.The dynamic height is computed by dividing the NAVD 88
 LB1293.geopotential number by the normal gravity value computed on the
 LB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1293.degrees latitude (g = 980.6199 gals.).
 LB1293
 LB1293.The modeled gravity was interpolated from observed gravity values.
 LB1293
 LB1293;                    North         East    Units  Estimated Accuracy
 LB1293;SPC IN W     -   584,870.      873,400.      MT  (+/- 180 meters Scaled)
 LB1293
 LB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK663851(NAD 83)
 LB1293
 LB1293                          SUPERSEDED SURVEY CONTROL
 LB1293
 LB1293  NGVD 29 (??/??/92)  230.530  (m)          756.33   (f) ADJ UNCH    2 0
 LB1293
 LB1293.Superseded values are not recommended for survey control.
 LB1293
 LB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1293.See file dsdata.pdf to determine how the superseded data were derived.
 LB1293
 LB1293_MARKER: DB = BENCH MARK DISK
 LB1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1293_STAMPING: U 100 1946
 LB1293_MARK LOGO: CGS
 LB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1293+STABILITY: SURFACE MOTION
 LB1293
 LB1293  HISTORY     - Date     Condition        Report By
 LB1293  HISTORY     - 1946     MONUMENTED       CGS
 LB1293
 LB1293                          STATION DESCRIPTION
 LB1293
 LB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1293'1 MI W FROM BOSWELL.
 LB1293'ABOUT 1.0 MILE WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1293'RAILROAD FROM THE STATION AT BOSWELL, AT A GRAVEL ROAD CROSSING,
 LB1293'46 FEET NORTH OF THE NORTH RAIL, 26 FEET WEST OF THE ROAD, 5
 LB1293'FEET WEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF THE FENCE
 LB1293'LINE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LB1293'STAMPED U 100 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1293'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1062 ***********************************************************************
 KA1062  DESIGNATION -  U 101
 KA1062  PID         -  KA1062
 KA1062  STATE/COUNTY-  IN/PARKE
 KA1062  COUNTRY     -  US
 KA1062  USGS QUAD   -  WALLACE (2019)
 KA1062
 KA1062                         *CURRENT SURVEY CONTROL
 KA1062  ______________________________________________________________________
 KA1062* NAD 83(1986) POSITION- 39 52 43.98   (N) 087 12 36.55   (W)   HD_HELD1
 KA1062* NAVD 88 ORTHO HEIGHT -   197.234 (meters)      647.09  (feet) ADJUSTED
 KA1062  ______________________________________________________________________
 KA1062  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 KA1062  DYNAMIC HEIGHT  -        197.124 (meters)      646.73  (feet) COMP
 KA1062  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 KA1062
 KA1062  VERT ORDER      -  SECOND    CLASS 0
 KA1062
 KA1062.The horizontal coordinates were determined by differentially corrected
 KA1062.hand held GPS observations or other comparable positioning techniques
 KA1062.and have an estimated accuracy of +/- 3 meters.
 KA1062
 KA1062.The orthometric height was determined by differential leveling and
 KA1062.adjusted by the NATIONAL GEODETIC SURVEY
 KA1062.in June 1991.
 KA1062
 KA1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1062.GEOID18 height accuracy estimate available here.
 KA1062
 KA1062.Click photographs - Photos may exist for this station.
 KA1062
 KA1062.The dynamic height is computed by dividing the NAVD 88
 KA1062.geopotential number by the normal gravity value computed on the
 KA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1062.degrees latitude (g = 980.6199 gals.).
 KA1062
 KA1062.The modeled gravity was interpolated from observed gravity values.
 KA1062
 KA1062;                    North         East    Units  Estimated Accuracy
 KA1062;SPC IN W     -   514,077.8     889,151.6     MT  (+/- 3 meters HH1 GPS) 
 KA1062
 KA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8202914335(NAD 83)
 KA1062
 KA1062                          SUPERSEDED SURVEY CONTROL
 KA1062
 KA1062  NGVD 29 (??/??/92)  197.326  (m)          647.39   (f) ADJ UNCH    2 0
 KA1062
 KA1062.Superseded values are not recommended for survey control.
 KA1062
 KA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1062.See file dsdata.pdf to determine how the superseded data were derived.
 KA1062
 KA1062_MARKER: DB = BENCH MARK DISK
 KA1062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1062_SP_SET: BOX CULVERT HEADWALL
 KA1062_STAMPING: U 101 1946
 KA1062_MARK LOGO: CGS
 KA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1062+STABILITY: SURFACE MOTION
 KA1062
 KA1062  HISTORY     - Date     Condition        Report By
 KA1062  HISTORY     - 1946     MONUMENTED       CGS
 KA1062  HISTORY     - 20260211 GOOD             WESSLR
 KA1062
 KA1062                          STATION DESCRIPTION
 KA1062
 KA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1062'9.2 MI W FROM WAVELAND.
 KA1062'ABOUT 9.2 MILES WEST ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 KA1062'WITH STATE HIGHWAY 59 AT WAVELAND, ABOUT 1.25 MILES EAST OF THE
 KA1062'JUNCTION OF U.S. HIGHWAY 41, 0.5 MILE WEST OF THE ENTRANCE TO
 KA1062'THE TURKEY RUN STATE PARK, AT THE JUNCTION OF A ROAD LEADING
 KA1062'SOUTH, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 KA1062'4 FOOT CONCRETE BOX CULVERT, 90 FEET EAST OF THE CENTER LINE OF
 KA1062'THE ROAD SOUTH, 27 FEET SOUTH OF AND ABOUT 5 FEET BELOW THE
 KA1062'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 101 1946.
 KA1062
 KA1062                          STATION RECOVERY (2026)
 KA1062
 KA1062'RECOVERY NOTE BY WESSLER ENGINEERING INCORPORATED 2026 (CAS)
 KA1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1013 ***********************************************************************
 KA1013  DESIGNATION -  U 102
 KA1013  PID         -  KA1013
 KA1013  STATE/COUNTY-  IN/MONTGOMERY
 KA1013  COUNTRY     -  US
 KA1013  USGS QUAD   -  ALAMO (2019)
 KA1013
 KA1013                         *CURRENT SURVEY CONTROL
 KA1013  ______________________________________________________________________
 KA1013* NAD 83(1986) POSITION- 39 55 20.     (N) 087 00 38.     (W)   SCALED
 KA1013* NAVD 88 ORTHO HEIGHT -   244.747 (meters)      802.97  (feet) ADJUSTED
 KA1013  ______________________________________________________________________
 KA1013  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 KA1013  DYNAMIC HEIGHT  -        244.612 (meters)      802.53  (feet) COMP
 KA1013  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 KA1013
 KA1013  VERT ORDER      -  SECOND    CLASS 0
 KA1013
 KA1013.The horizontal coordinates were scaled from a map and have
 KA1013.an estimated accuracy of +/- 6 seconds.
 KA1013
 KA1013.The orthometric height was determined by differential leveling and
 KA1013.adjusted by the NATIONAL GEODETIC SURVEY
 KA1013.in June 1991.
 KA1013
 KA1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1013.GEOID18 height accuracy estimate available here.
 KA1013
 KA1013.Click photographs - Photos may exist for this station.
 KA1013
 KA1013.The dynamic height is computed by dividing the NAVD 88
 KA1013.geopotential number by the normal gravity value computed on the
 KA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1013.degrees latitude (g = 980.6199 gals.).
 KA1013
 KA1013.The modeled gravity was interpolated from observed gravity values.
 KA1013
 KA1013;                    North         East    Units  Estimated Accuracy
 KA1013;SPC IN W     -   518,880.      906,220.      MT  (+/- 180 meters Scaled)
 KA1013
 KA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK990191(NAD 83)
 KA1013
 KA1013                          SUPERSEDED SURVEY CONTROL
 KA1013
 KA1013  NGVD 29 (??/??/92)  244.836  (m)          803.27   (f) ADJ UNCH    2 0
 KA1013
 KA1013.Superseded values are not recommended for survey control.
 KA1013
 KA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1013.See file dsdata.pdf to determine how the superseded data were derived.
 KA1013
 KA1013_MARKER: DB = BENCH MARK DISK
 KA1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1013_STAMPING: U 102 1946
 KA1013_MARK LOGO: CGS
 KA1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1013+STABILITY: SURFACE MOTION
 KA1013
 KA1013  HISTORY     - Date     Condition        Report By
 KA1013  HISTORY     - 1946     MONUMENTED       CGS
 KA1013
 KA1013                          STATION DESCRIPTION
 KA1013
 KA1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1013'3.9 MI NW FROM BROWNS VALLEY.
 KA1013'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1013'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 2.2 MILES WEST ALONG
 KA1013'STATE HIGHWAY 234, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 KA1013'TANGENTS EXTENDING NORTH AND WEST, 37 FEET SOUTHEAST OF THE
 KA1013'CENTER LINE OF THE HIGHWAY AT THE CENTER OF A TURN, ABOUT IN
 KA1013'LINE WITH THE CENTER LINE OF THE WEST TANGENT, 20 FEET NORTH OF
 KA1013'A FENCE CORNER, 2.5 FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF A
 KA1013'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 KA1013'A STANDARD DISK, STAMPED U 102 1946 AND SET IN THE TOP OF A
 KA1013'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- MARK IS
 KA1013'0.55 MILE EAST OF THE FREEDOM BAPTIST CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1780 ***********************************************************************
 LB1780  DESIGNATION -  U 104
 LB1780  PID         -  LB1780
 LB1780  STATE/COUNTY-  IN/MONTGOMERY
 LB1780  COUNTRY     -  US
 LB1780  USGS QUAD   -  WAYNETOWN (2019)
 LB1780
 LB1780                         *CURRENT SURVEY CONTROL
 LB1780  ______________________________________________________________________
 LB1780* NAD 83(1986) POSITION- 40 02 00.     (N) 087 03 31.     (W)   SCALED
 LB1780* NAVD 88 ORTHO HEIGHT -   230.866 (meters)      757.43  (feet) ADJUSTED
 LB1780  ______________________________________________________________________
 LB1780  GEOID HEIGHT    -        -33.323 (meters)                     GEOID18
 LB1780  DYNAMIC HEIGHT  -        230.741 (meters)      757.02  (feet) COMP
 LB1780  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 LB1780
 LB1780  VERT ORDER      -  SECOND    CLASS 0
 LB1780
 LB1780.The horizontal coordinates were scaled from a map and have
 LB1780.an estimated accuracy of +/- 6 seconds.
 LB1780
 LB1780.The orthometric height was determined by differential leveling and
 LB1780.adjusted by the NATIONAL GEODETIC SURVEY
 LB1780.in June 1991.
 LB1780
 LB1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1780.GEOID18 height accuracy estimate available here.
 LB1780
 LB1780.Click photographs - Photos may exist for this station.
 LB1780
 LB1780.The dynamic height is computed by dividing the NAVD 88
 LB1780.geopotential number by the normal gravity value computed on the
 LB1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1780.degrees latitude (g = 980.6199 gals.).
 LB1780
 LB1780.The modeled gravity was interpolated from observed gravity values.
 LB1780
 LB1780;                    North         East    Units  Estimated Accuracy
 LB1780;SPC IN W     -   531,220.      902,110.      MT  (+/- 180 meters Scaled)
 LB1780
 LB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK949314(NAD 83)
 LB1780
 LB1780                          SUPERSEDED SURVEY CONTROL
 LB1780
 LB1780  NGVD 29 (??/??/92)  230.948  (m)          757.70   (f) ADJ UNCH    2 0
 LB1780
 LB1780.Superseded values are not recommended for survey control.
 LB1780
 LB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1780.See file dsdata.pdf to determine how the superseded data were derived.
 LB1780
 LB1780_MARKER: DB = BENCH MARK DISK
 LB1780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1780_SP_SET: CULVERT HEADWALL
 LB1780_STAMPING: U 104 1946
 LB1780_MARK LOGO: CGS
 LB1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1780+STABILITY: SURFACE MOTION
 LB1780
 LB1780  HISTORY     - Date     Condition        Report By
 LB1780  HISTORY     - 1946     MONUMENTED       CGS
 LB1780
 LB1780                          STATION DESCRIPTION
 LB1780
 LB1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1780'3.8 MI S FROM WAYNETOWN.
 LB1780'ABOUT 3.75 MILES SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1780'WITH STATE HIGHWAY 34 AT WAYNETOWN, 0.6 MILE NORTH OF THE
 LB1780'JUNCTION OF STATE HIGHWAYS 25 AND 32, SET IN THE TOP OF THE NORTH
 LB1780'END OF THE EAST HEAD WALL OF AN 8 FOOT CONCRETE CULVERT, 18 FEET
 LB1780'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 LB1780'A STANDARD DISK, STAMPED U 104 1946.  THIS MARK MAY BE REACHED
 LB1780'FROM THE HIGH SCHOOL BUILDING AT ALAMO BY GOING ABOUT 3.85 MILES
 LB1780'NORTH ALONG A ROAD LEADING TO WAYNETOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1308 ***********************************************************************
 LB1308  DESIGNATION -  U 106
 LB1308  PID         -  LB1308
 LB1308  STATE/COUNTY-  IN/NEWTON
 LB1308  COUNTRY     -  US
 LB1308  USGS QUAD   -  MOUNT AYR (2019)
 LB1308
 LB1308                         *CURRENT SURVEY CONTROL
 LB1308  ______________________________________________________________________
 LB1308* NAD 83(1986) POSITION- 40 53 42.     (N) 087 18 23.     (W)   SCALED
 LB1308* NAVD 88 ORTHO HEIGHT -   202.288 (meters)      663.67  (feet) ADJUSTED
 LB1308  ______________________________________________________________________
 LB1308  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 LB1308  DYNAMIC HEIGHT  -        202.200 (meters)      663.38  (feet) COMP
 LB1308  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 LB1308
 LB1308  VERT ORDER      -  SECOND    CLASS 0
 LB1308
 LB1308.The horizontal coordinates were scaled from a map and have
 LB1308.an estimated accuracy of +/- 6 seconds.
 LB1308
 LB1308.The orthometric height was determined by differential leveling and
 LB1308.adjusted by the NATIONAL GEODETIC SURVEY
 LB1308.in June 1991.
 LB1308
 LB1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1308.GEOID18 height accuracy estimate available here.
 LB1308
 LB1308.Click photographs - Photos may exist for this station.
 LB1308
 LB1308.The dynamic height is computed by dividing the NAVD 88
 LB1308.geopotential number by the normal gravity value computed on the
 LB1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1308.degrees latitude (g = 980.6199 gals.).
 LB1308
 LB1308.The modeled gravity was interpolated from observed gravity values.
 LB1308
 LB1308;                    North         East    Units  Estimated Accuracy
 LB1308;SPC IN W     -   626,920.      881,200.      MT  (+/- 180 meters Scaled)
 LB1308
 LB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741271(NAD 83)
 LB1308
 LB1308                          SUPERSEDED SURVEY CONTROL
 LB1308
 LB1308  NGVD 29 (??/??/92)  202.366  (m)          663.93   (f) ADJ UNCH    2 0
 LB1308
 LB1308.Superseded values are not recommended for survey control.
 LB1308
 LB1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1308.See file dsdata.pdf to determine how the superseded data were derived.
 LB1308
 LB1308_MARKER: DR = REFERENCE MARK DISK
 LB1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1308_STAMPING: U 106 1946
 LB1308_MARK LOGO: CGS
 LB1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1308+STABILITY: SURFACE MOTION
 LB1308
 LB1308  HISTORY     - Date     Condition        Report By
 LB1308  HISTORY     - 1946     MONUMENTED       CGS
 LB1308  HISTORY     - 20080921 POOR             GEOCAC
 LB1308
 LB1308                          STATION DESCRIPTION
 LB1308
 LB1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1308'4.6 MI S FROM MT AYR.
 LB1308'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE SCHOOL
 LB1308'BUILDING AT MT. AYR, IN THE NORTHEAST QUARTER OF A CROSS ROAD,
 LB1308'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH
 LB1308'OF THE CENTER LINE OF A ROAD LEADING EAST, 24 FEET EAST OF A
 LB1308'CONCRETE FENCE CORNER POST, 1 FOOT SOUTH OF A WIRE FENCE LINE,
 LB1308'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT
 LB1308'LEVEL WITH THE CENTER OF THE INTERSECTION.
 LB1308
 LB1308                          STATION RECOVERY (2008)
 LB1308
 LB1308'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1308'DISK SHEARED OFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1084 ***********************************************************************
 LB1084  DESIGNATION -  U 107
 LB1084  PID         -  LB1084
 LB1084  STATE/COUNTY-  IN/JASPER
 LB1084  COUNTRY     -  US
 LB1084  USGS QUAD   -  MONON (2019)
 LB1084
 LB1084                         *CURRENT SURVEY CONTROL
 LB1084  ______________________________________________________________________
 LB1084* NAD 83(1986) POSITION- 40 52 00.     (N) 086 59 13.     (W)   SCALED
 LB1084* NAVD 88 ORTHO HEIGHT -   207.035 (meters)      679.25  (feet) ADJUSTED
 LB1084  ______________________________________________________________________
 LB1084  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 LB1084  DYNAMIC HEIGHT  -        206.942 (meters)      678.94  (feet) COMP
 LB1084  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 LB1084
 LB1084  VERT ORDER      -  SECOND    CLASS 0
 LB1084
 LB1084.The horizontal coordinates were scaled from a map and have
 LB1084.an estimated accuracy of +/- 6 seconds.
 LB1084
 LB1084.The orthometric height was determined by differential leveling and
 LB1084.adjusted by the NATIONAL GEODETIC SURVEY
 LB1084.in June 1991.
 LB1084
 LB1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1084.GEOID18 height accuracy estimate available here.
 LB1084
 LB1084.Click photographs - Photos may exist for this station.
 LB1084
 LB1084.The dynamic height is computed by dividing the NAVD 88
 LB1084.geopotential number by the normal gravity value computed on the
 LB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1084.degrees latitude (g = 980.6199 gals.).
 LB1084
 LB1084.The modeled gravity was interpolated from observed gravity values.
 LB1084
 LB1084;                    North         East    Units  Estimated Accuracy
 LB1084;SPC IN W     -   623,760.      908,130.      MT  (+/- 180 meters Scaled)
 LB1084
 LB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL011239(NAD 83)
 LB1084
 LB1084                          SUPERSEDED SURVEY CONTROL
 LB1084
 LB1084  NGVD 29 (??/??/92)  207.124  (m)          679.54   (f) ADJ UNCH    2 0
 LB1084
 LB1084.Superseded values are not recommended for survey control.
 LB1084
 LB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1084.See file dsdata.pdf to determine how the superseded data were derived.
 LB1084
 LB1084_MARKER: DB = BENCH MARK DISK
 LB1084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1084_SP_SET: CULVERT HEADWALL
 LB1084_STAMPING: U 107 1946
 LB1084_MARK LOGO: CGS
 LB1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1084+STABILITY: SURFACE MOTION
 LB1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1084+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2014
 LB1084
 LB1084  HISTORY     - Date     Condition        Report By
 LB1084  HISTORY     - 1946     MONUMENTED       CGS
 LB1084  HISTORY     - 20120327 GOOD             IN-073
 LB1084  HISTORY     - 20140612 GOOD             INDOT
 LB1084
 LB1084                          STATION DESCRIPTION
 LB1084
 LB1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1084'5.6 MI W FROM MONON.
 LB1084'ABOUT 5.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1084'BUILDING AT MONON, AT THE JASPER-WHITE COUNTY LINE, SET IN THE
 LB1084'TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT
 LB1084'CORRUGATED STEEL PIPE CULVERT UNDER THE COUNTY LINE ROAD, 178
 LB1084'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF THE
 LB1084'CENTER LINE OF THE COUNTY LINE ROAD AND ABOUT 0.5 FOOT ABOVE THE
 LB1084'LEVEL OF THE ROAD.
 LB1084
 LB1084                          STATION RECOVERY (2012)
 LB1084
 LB1084'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1084'RECOVERED IN GOOD CONDITION.
 LB1084
 LB1084                          STATION RECOVERY (2014)
 LB1084
 LB1084'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1357 ***********************************************************************
 LB1357  DESIGNATION -  U 108
 LB1357  PID         -  LB1357
 LB1357  STATE/COUNTY-  IN/JASPER
 LB1357  COUNTRY     -  US
 LB1357  USGS QUAD   -  RENSSELAER (2019)
 LB1357
 LB1357                         *CURRENT SURVEY CONTROL
 LB1357  ______________________________________________________________________
 LB1357* NAD 83(1986) POSITION- 40 57 04.     (N) 087 09 03.     (W)   SCALED
 LB1357* NAVD 88 ORTHO HEIGHT -   204.036 (meters)      669.41  (feet) ADJUSTED
 LB1357  ______________________________________________________________________
 LB1357  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LB1357  DYNAMIC HEIGHT  -        203.948 (meters)      669.12  (feet) COMP
 LB1357  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 LB1357
 LB1357  VERT ORDER      -  SECOND    CLASS 0
 LB1357
 LB1357.The horizontal coordinates were scaled from a map and have
 LB1357.an estimated accuracy of +/- 6 seconds.
 LB1357
 LB1357.The orthometric height was determined by differential leveling and
 LB1357.adjusted by the NATIONAL GEODETIC SURVEY
 LB1357.in June 1991.
 LB1357
 LB1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1357.GEOID18 height accuracy estimate available here.
 LB1357
 LB1357.Click photographs - Photos may exist for this station.
 LB1357
 LB1357.The dynamic height is computed by dividing the NAVD 88
 LB1357.geopotential number by the normal gravity value computed on the
 LB1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1357.degrees latitude (g = 980.6199 gals.).
 LB1357
 LB1357.The modeled gravity was interpolated from observed gravity values.
 LB1357
 LB1357;                    North         East    Units  Estimated Accuracy
 LB1357;SPC IN W     -   633,130.      894,320.      MT  (+/- 180 meters Scaled)
 LB1357
 LB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873333(NAD 83)
 LB1357
 LB1357                          SUPERSEDED SURVEY CONTROL
 LB1357
 LB1357  NGVD 29 (??/??/92)  204.123  (m)          669.69   (f) ADJ UNCH    2 0
 LB1357
 LB1357.Superseded values are not recommended for survey control.
 LB1357
 LB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1357.See file dsdata.pdf to determine how the superseded data were derived.
 LB1357
 LB1357_MARKER: DB = BENCH MARK DISK
 LB1357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1357_SP_SET: CULVERT HEADWALL
 LB1357_STAMPING: U 108 1946
 LB1357_MARK LOGO: CGS
 LB1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1357+STABILITY: SURFACE MOTION
 LB1357
 LB1357  HISTORY     - Date     Condition        Report By
 LB1357  HISTORY     - 1946     MONUMENTED       CGS
 LB1357  HISTORY     - 20171003 MARK NOT FOUND   INDOT
 LB1357
 LB1357                          STATION DESCRIPTION
 LB1357
 LB1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1357'1.1 MI N FROM RENSSELAER.
 LB1357'ABOUT 1.1 MILE NORTH ALONG STATE HIGHWAY 53 FROM THE COURT
 LB1357'HOUSE AT RENSSELAER, 0.3 MILE SOUTH OF A CROSS ROAD, 0.1 MILE
 LB1357'NORTH OF THE CITY LIMITS, 113 FEET NORTHEAST AND ACROSS THE
 LB1357'HIGHWAY FROM THE NORTHEAST CORNER OF A 2-STORY HOUSE, 20 FEET
 LB1357'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LB1357'NORTH END OF THE EAST CONCRETE HEADWALL OF AN 18-INCH PIPE
 LB1357'CULVERT, ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 LB1357
 LB1357                          STATION RECOVERY (2017)
 LB1357
 LB1357'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 LB1357'MARK DESTROYED DUE TO REPLACEMENT OF 18 INCH PIPE AND HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1073 ***********************************************************************
 LB1073  DESIGNATION -  U 109
 LB1073  PID         -  LB1073
 LB1073  STATE/COUNTY-  IN/JASPER
 LB1073  COUNTRY     -  US
 LB1073  USGS QUAD   -  FRANCESVILLE (2019)
 LB1073
 LB1073                         *CURRENT SURVEY CONTROL
 LB1073  ______________________________________________________________________
 LB1073* NAD 83(1986) POSITION- 40 55 35.     (N) 086 58 24.     (W)   SCALED
 LB1073* NAVD 88 ORTHO HEIGHT -   206.612 (meters)      677.86  (feet) ADJUSTED
 LB1073  ______________________________________________________________________
 LB1073  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 LB1073  DYNAMIC HEIGHT  -        206.520 (meters)      677.56  (feet) COMP
 LB1073  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 LB1073
 LB1073  VERT ORDER      -  SECOND    CLASS 0
 LB1073
 LB1073.The horizontal coordinates were scaled from a map and have
 LB1073.an estimated accuracy of +/- 6 seconds.
 LB1073
 LB1073.The orthometric height was determined by differential leveling and
 LB1073.adjusted by the NATIONAL GEODETIC SURVEY
 LB1073.in June 1991.
 LB1073
 LB1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1073.GEOID18 height accuracy estimate available here.
 LB1073
 LB1073.Click photographs - Photos may exist for this station.
 LB1073
 LB1073.The dynamic height is computed by dividing the NAVD 88
 LB1073.geopotential number by the normal gravity value computed on the
 LB1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1073.degrees latitude (g = 980.6199 gals.).
 LB1073
 LB1073.The modeled gravity was interpolated from observed gravity values.
 LB1073
 LB1073;                    North         East    Units  Estimated Accuracy
 LB1073;SPC IN W     -   630,390.      909,270.      MT  (+/- 180 meters Scaled)
 LB1073
 LB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL022305(NAD 83)
 LB1073
 LB1073                          SUPERSEDED SURVEY CONTROL
 LB1073
 LB1073  NGVD 29 (??/??/92)  206.704  (m)          678.16   (f) ADJ UNCH    2 0
 LB1073
 LB1073.Superseded values are not recommended for survey control.
 LB1073
 LB1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1073.See file dsdata.pdf to determine how the superseded data were derived.
 LB1073
 LB1073_MARKER: DB = BENCH MARK DISK
 LB1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1073_STAMPING: U 109 1946
 LB1073_MARK LOGO: CGS
 LB1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1073+STABILITY: SURFACE MOTION
 LB1073
 LB1073  HISTORY     - Date     Condition        Report By
 LB1073  HISTORY     - 1946     MONUMENTED       CGS
 LB1073  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1073
 LB1073                          STATION DESCRIPTION
 LB1073
 LB1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1073'1 MI SE FROM HANGING GROVE.
 LB1073'ABOUT 0.5 MILE SOUTH AND 0.5 MILE EAST ALONG GRAVEL ROADS FROM
 LB1073'THE SCHOOL AND CROSS ROADS AT HANGING GROVE, AT A JUNCTION OF THE
 LB1073'EAST-WEST ROAD AND A GRAVEL ROAD LEADING SOUTH, 69 FEET SOUTH
 LB1073'OF THE CENTER LINE OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 LB1073'CENTER LINE OF THE ROAD LEADING SOUTH, 43 FEET SOUTH OF A FENCE
 LB1073'CORNER, 1 FOOT WEST OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD,
 LB1073'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB1073
 LB1073                          STATION RECOVERY (2012)
 LB1073
 LB1073'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1276 ***********************************************************************
 JA1276  DESIGNATION -  U 11
 JA1276  PID         -  JA1276
 JA1276  STATE/COUNTY-  IN/KNOX
 JA1276  COUNTRY     -  US
 JA1276  USGS QUAD   -  VINCENNES (2019)
 JA1276
 JA1276                         *CURRENT SURVEY CONTROL
 JA1276  ______________________________________________________________________
 JA1276* NAD 83(1986) POSITION- 38 40 57.53   (N) 087 31 13.73   (W)   HD_HELD1
 JA1276* NAVD 88 ORTHO HEIGHT -   128.956 (meters)      423.08  (feet) ADJUSTED
 JA1276  ______________________________________________________________________
 JA1276  GEOID HEIGHT    -        -31.786 (meters)                     GEOID18
 JA1276  DYNAMIC HEIGHT  -        128.877 (meters)      422.82  (feet) COMP
 JA1276  MODELED GRAVITY -    980,010.1   (mgal)                       NAVD 88
 JA1276
 JA1276  VERT ORDER      -  FIRST     CLASS II
 JA1276
 JA1276.The horizontal coordinates were determined by differentially corrected
 JA1276.hand held GPS observations or other comparable positioning techniques
 JA1276.and have an estimated accuracy of +/- 3 meters.
 JA1276
 JA1276.The orthometric height was determined by differential leveling and
 JA1276.adjusted by the NATIONAL GEODETIC SURVEY
 JA1276.in June 1991.
 JA1276
 JA1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1276.GEOID18 height accuracy estimate available here.
 JA1276
 JA1276.Click photographs - Photos may exist for this station.
 JA1276
 JA1276.The dynamic height is computed by dividing the NAVD 88
 JA1276.geopotential number by the normal gravity value computed on the
 JA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1276.degrees latitude (g = 980.6199 gals.).
 JA1276
 JA1276.The modeled gravity was interpolated from observed gravity values.
 JA1276
 JA1276;                    North         East    Units  Estimated Accuracy
 JA1276;SPC IN W     -   381,358.0     861,964.1     MT  (+/- 3 meters HH1 GPS) 
 JA1276
 JA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5472981689(NAD 83)
 JA1276
 JA1276                          SUPERSEDED SURVEY CONTROL
 JA1276
 JA1276  NGVD 29 (??/??/92)  129.092  (m)          423.53   (f) ADJ UNCH    1 2
 JA1276
 JA1276.Superseded values are not recommended for survey control.
 JA1276
 JA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1276.See file dsdata.pdf to determine how the superseded data were derived.
 JA1276
 JA1276_MARKER: DB = BENCH MARK DISK
 JA1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1276_STAMPING: 423.529 U 11 1930
 JA1276_MARK LOGO: CGS
 JA1276_PROJECTION: FLUSH
 JA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1276+STABILITY: SURFACE MOTION
 JA1276
 JA1276  HISTORY     - Date     Condition        Report By
 JA1276  HISTORY     - 1930     MONUMENTED       CGS
 JA1276  HISTORY     - 1965     GOOD             CGS
 JA1276  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA1276
 JA1276                          STATION DESCRIPTION
 JA1276
 JA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1276'0.2 MI NW FROM VINCENNES.
 JA1276'ABOUT 0.25 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA1276'FROM THE UNION STATION AT VINCENNES, 223 FEET SOUTHEAST OF THE
 JA1276'CENTER OF A CROSSING OF THE RAILROAD AND COLLEGE AVENUE, 21 FEET
 JA1276'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 130 FEET EAST
 JA1276'OF THE CENTER OF THE JUNCTION OF COLLEGE AVENUE AND NORTH 5TH
 JA1276'STREET, 105 FEET NORTHEAST OF THE CENTER LINE OF COLLEGE AVENUE,
 JA1276'33 FEET NORTHWEST OF A LARGE FORKED MAPLE TREE, 1.0 FOOT
 JA1276'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 JA1276'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA1276'GROUND.
 JA1276
 JA1276                          STATION RECOVERY (1986)
 JA1276
 JA1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1276'THERE IS NOW A PARKING LOT AT THIS LOCATION WHICH IS ABOVE THE LEVEL
 JA1276'OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0741 ***********************************************************************
 ME0741  DESIGNATION -  U 110
 ME0741  PID         -  ME0741
 ME0741  STATE/COUNTY-  IN/PULASKI
 ME0741  COUNTRY     -  US
 ME0741  USGS QUAD   -  MEDARYVILLE (2019)
 ME0741
 ME0741                         *CURRENT SURVEY CONTROL
 ME0741  ______________________________________________________________________
 ME0741* NAD 83(1986) POSITION- 41 05 58.     (N) 086 53 39.     (W)   SCALED
 ME0741* NAVD 88 ORTHO HEIGHT -   208.063 (meters)      682.62  (feet) ADJUSTED
 ME0741  ______________________________________________________________________
 ME0741  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME0741  DYNAMIC HEIGHT  -        207.972 (meters)      682.32  (feet) COMP
 ME0741  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 ME0741
 ME0741  VERT ORDER      -  SECOND    CLASS 0
 ME0741
 ME0741.The horizontal coordinates were scaled from a map and have
 ME0741.an estimated accuracy of +/- 6 seconds.
 ME0741
 ME0741.The orthometric height was determined by differential leveling and
 ME0741.adjusted by the NATIONAL GEODETIC SURVEY
 ME0741.in June 1991.
 ME0741
 ME0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0741.GEOID18 height accuracy estimate available here.
 ME0741
 ME0741.Click photographs - Photos may exist for this station.
 ME0741
 ME0741.The dynamic height is computed by dividing the NAVD 88
 ME0741.geopotential number by the normal gravity value computed on the
 ME0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0741.degrees latitude (g = 980.6199 gals.).
 ME0741
 ME0741.The modeled gravity was interpolated from observed gravity values.
 ME0741
 ME0741;                    North         East    Units  Estimated Accuracy
 ME0741;SPC IN W     -   649,620.      915,890.      MT  (+/- 180 meters Scaled)
 ME0741
 ME0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL088498(NAD 83)
 ME0741
 ME0741                          SUPERSEDED SURVEY CONTROL
 ME0741
 ME0741  NGVD 29 (??/??/92)  208.162  (m)          682.94   (f) ADJ UNCH    2 0
 ME0741
 ME0741.Superseded values are not recommended for survey control.
 ME0741
 ME0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0741.See file dsdata.pdf to determine how the superseded data were derived.
 ME0741
 ME0741_MARKER: DB = BENCH MARK DISK
 ME0741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0741_SP_SET: CULVERT HEADWALL
 ME0741_STAMPING: U 110 1946
 ME0741_MARK LOGO: CGS
 ME0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0741+STABILITY: SURFACE MOTION
 ME0741
 ME0741  HISTORY     - Date     Condition        Report By
 ME0741  HISTORY     - 1946     MONUMENTED       CGS
 ME0741
 ME0741                          STATION DESCRIPTION
 ME0741
 ME0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0741'1.5 MI NW FROM MEDARYVILLE.
 ME0741'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0741'BUILDING AT MEDARYVILLE, THENCE 0.1 MILE WEST ALONG A GRAVEL
 ME0741'ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 ME0741'16-FOOT CONCRETE CULVERT, 8 FEET SOUTH OF THE CENTER LINE OF THE
 ME0741'ROAD, ABOUT 1 1/2 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0901 ***********************************************************************
 LB0901  DESIGNATION -  U 111
 LB0901  PID         -  LB0901
 LB0901  STATE/COUNTY-  IN/MONTGOMERY
 LB0901  COUNTRY     -  US
 LB0901  USGS QUAD   -  SHANNONDALE (2019)
 LB0901
 LB0901                         *CURRENT SURVEY CONTROL
 LB0901  ______________________________________________________________________
 LB0901* NAD 83(1986) POSITION- 40 02 49.     (N) 086 44 24.     (W)   SCALED
 LB0901* NAVD 88 ORTHO HEIGHT -   249.722 (meters)      819.30  (feet) ADJUSTED
 LB0901  ______________________________________________________________________
 LB0901  GEOID HEIGHT    -        -33.499 (meters)                     GEOID18
 LB0901  DYNAMIC HEIGHT  -        249.587 (meters)      818.85  (feet) COMP
 LB0901  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 LB0901
 LB0901  VERT ORDER      -  SECOND    CLASS 0
 LB0901
 LB0901.The horizontal coordinates were scaled from a map and have
 LB0901.an estimated accuracy of +/- 6 seconds.
 LB0901
 LB0901.The orthometric height was determined by differential leveling and
 LB0901.adjusted by the NATIONAL GEODETIC SURVEY
 LB0901.in June 1991.
 LB0901
 LB0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0901.GEOID18 height accuracy estimate available here.
 LB0901
 LB0901.Click photographs - Photos may exist for this station.
 LB0901
 LB0901.The dynamic height is computed by dividing the NAVD 88
 LB0901.geopotential number by the normal gravity value computed on the
 LB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0901.degrees latitude (g = 980.6199 gals.).
 LB0901
 LB0901.The modeled gravity was interpolated from observed gravity values.
 LB0901
 LB0901;                    North         East    Units  Estimated Accuracy
 LB0901;SPC IN W     -   532,790.      929,300.      MT  (+/- 180 meters Scaled)
 LB0901
 LB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK221329(NAD 83)
 LB0901
 LB0901                          SUPERSEDED SURVEY CONTROL
 LB0901
 LB0901  NGVD 29 (??/??/92)  249.83   (m)          819.7    (f) COMPUTED    2 0
 LB0901
 LB0901.Superseded values are not recommended for survey control.
 LB0901
 LB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0901.See file dsdata.pdf to determine how the superseded data were derived.
 LB0901
 LB0901_MARKER: DB = BENCH MARK DISK
 LB0901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0901_SP_SET: CULVERT HEADWALL
 LB0901_STAMPING: U 111 1946
 LB0901_MARK LOGO: CGS
 LB0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0901+STABILITY: SURFACE MOTION
 LB0901
 LB0901  HISTORY     - Date     Condition        Report By
 LB0901  HISTORY     - 1946     MONUMENTED       CGS
 LB0901
 LB0901                          STATION DESCRIPTION
 LB0901
 LB0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0901'2.2 MI W FROM SHANNONDALE.
 LB0901'ALONG STATE HIGHWAY 32 ABOUT 2.2 MILES WEST FROM THE SCHOOL AT
 LB0901'SHANNONDALE, 0.35 MILE WEST OF THE JUNCTION WITH A ROAD LEADING
 LB0901'SOUTH, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 LB0901'HEADWALL OF A 6-FOOT CONCRETE CULVERT, 30 FEET NORTHWEST OF THE
 LB0901'CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE LEVEL OF
 LB0901'THE HIGHWAY.  A STANDARD DISK, STAMPED U 111 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0892 ***********************************************************************
 LB0892  DESIGNATION -  U 112
 LB0892  PID         -  LB0892
 LB0892  STATE/COUNTY-  IN/BOONE
 LB0892  COUNTRY     -  US
 LB0892  USGS QUAD   -  HAZELRIGG (2019)
 LB0892
 LB0892                         *CURRENT SURVEY CONTROL
 LB0892  ______________________________________________________________________
 LB0892* NAD 83(1986) POSITION- 40 03 15.     (N) 086 35 29.     (W)   SCALED
 LB0892* NAVD 88 ORTHO HEIGHT -   277.873 (meters)      911.66  (feet) ADJUSTED
 LB0892  ______________________________________________________________________
 LB0892  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB0892  DYNAMIC HEIGHT  -        277.721 (meters)      911.16  (feet) COMP
 LB0892  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 LB0892
 LB0892  VERT ORDER      -  SECOND    CLASS 0
 LB0892
 LB0892.The horizontal coordinates were scaled from a map and have
 LB0892.an estimated accuracy of +/- 6 seconds.
 LB0892
 LB0892.The orthometric height was determined by differential leveling and
 LB0892.adjusted by the NATIONAL GEODETIC SURVEY
 LB0892.in June 1991.
 LB0892
 LB0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0892.GEOID18 height accuracy estimate available here.
 LB0892
 LB0892.Click photographs - Photos may exist for this station.
 LB0892
 LB0892.The dynamic height is computed by dividing the NAVD 88
 LB0892.geopotential number by the normal gravity value computed on the
 LB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0892.degrees latitude (g = 980.6199 gals.).
 LB0892
 LB0892.The modeled gravity was interpolated from observed gravity values.
 LB0892
 LB0892;                    North         East    Units  Estimated Accuracy
 LB0892;SPC IN W     -   533,650.      941,980.      MT  (+/- 180 meters Scaled)
 LB0892
 LB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK348338(NAD 83)
 LB0892
 LB0892                          SUPERSEDED SURVEY CONTROL
 LB0892
 LB0892  NGVD 29 (??/??/92)  277.975  (m)          911.99   (f) ADJ UNCH    2 0
 LB0892
 LB0892.Superseded values are not recommended for survey control.
 LB0892
 LB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0892.See file dsdata.pdf to determine how the superseded data were derived.
 LB0892
 LB0892_MARKER: DB = BENCH MARK DISK
 LB0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0892_SP_SET: BRIDGE WINGWALL
 LB0892_STAMPING: U 112 1946
 LB0892_MARK LOGO: CGS
 LB0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0892
 LB0892  HISTORY     - Date     Condition        Report By
 LB0892  HISTORY     - 1946     MONUMENTED       CGS
 LB0892  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 LB0892
 LB0892                          STATION DESCRIPTION
 LB0892
 LB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0892'1.6 MI E FROM DOVER.
 LB0892'ALONG STATE HIGHWAY 32 ABOUT 1.55 MILE EAST OF THE JEFFERSON
 LB0892'TOWNSHIP SCHOOL AT DOVER, ABOUT 100 FEET WEST OF THE CENTER OF
 LB0892'THE JUNCTION WITH A ROAD LEADING SOUTH, SET IN THE TOP OF THE
 LB0892'NORTHEAST WINGWALL OF A 20-FOOT CONCRETE BRIDGE, 17.5 FEET NORTH
 LB0892'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW THE
 LB0892'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED U 112 1946.
 LB0892
 LB0892                          STATION RECOVERY (1973)
 LB0892
 LB0892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 LB0892'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0577 ***********************************************************************
 LB0577  HT_MOD      -  This is a Height Modernization Survey Station.
 LB0577  DESIGNATION -  U 113
 LB0577  PID         -  LB0577
 LB0577  STATE/COUNTY-  IN/BOONE
 LB0577  COUNTRY     -  US
 LB0577  USGS QUAD   -  MECHANICSBURG (2019)
 LB0577
 LB0577                         *CURRENT SURVEY CONTROL
 LB0577  ______________________________________________________________________
 LB0577* NAD 83(2011) POSITION- 40 07 35.05846(N) 086 28 56.15950(W)   ADJUSTED
 LB0577* NAD 83(2011) ELLIP HT-   244.763 (meters)        (06/14/23)   ADJUSTED
 LB0577* NAD 83(2011) EPOCH   -  2010.00
 LB0577* NAVD 88 ORTHO HEIGHT -   278.61  (meters)      914.1   (feet) GPS OBS
 LB0577  ______________________________________________________________________
 LB0577  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 LB0577  NAD 83(2011) X  -    299,661.342 (meters)                     COMP
 LB0577  NAD 83(2011) Y  - -4,874,659.154 (meters)                     COMP
 LB0577  NAD 83(2011) Z  -  4,088,885.172 (meters)                     COMP
 LB0577  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 LB0577
 LB0577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0577  Standards:
 LB0577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0577  -------------------------------------------------------------------
 LB0577  NETWORK    0.99   1.67           0.41   0.40   0.85      0.17405841
 LB0577  -------------------------------------------------------------------
 LB0577  Click here for local accuracies and other accuracy information.
 LB0577
 LB0577.The horizontal coordinates were established by GPS observations
 LB0577.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0577
 LB0577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0577.been affixed to the stable North American tectonic plate. See 
 LB0577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0577
 LB0577.The horizontal coordinates are valid at the epoch date displayed above
 LB0577.which is a decimal equivalence of Year/Month/Day.
 LB0577
 LB0577.The orthometric height was determined by GPS observations and a
 LB0577.high-resolution geoid model using precise GPS observation and
 LB0577.processing techniques.
 LB0577
 LB0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0577.GEOID18 height accuracy estimate available here.
 LB0577
 LB0577.Click photographs - Photos may exist for this station.
 LB0577
 LB0577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0577
 LB0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0577
 LB0577.The ellipsoidal height was determined by GPS observations
 LB0577.and is referenced to NAD 83.
 LB0577
 LB0577. The following values were computed from the NAD 83(2011) position.
 LB0577
 LB0577;                    North         East     Units Scale Factor Converg.
 LB0577;SPC IN W     -   541,725.858   951,231.097   MT  0.99999896   +0 23 14.6
 LB0577;SPC IN W     - 1,777,312.25  3,120,830.69   sFT  0.99999896   +0 23 14.6
 LB0577;UTM  16      - 4,441,915.552   544,112.079   MT  0.99962395   +0 20 01.2
 LB0577
 LB0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0577!SPC IN W     -   0.99996160  x   0.99999896  =   0.99996056
 LB0577!UTM  16      -   0.99996160  x   0.99962395  =   0.99958557
 LB0577
 LB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4411241915(NAD 83)
 LB0577
 LB0577                          SUPERSEDED SURVEY CONTROL
 LB0577
 LB0577  NAVD 88 (06/15/91)  278.557  (m)          913.90   (f) ADJUSTED    2 0
 LB0577  NGVD 29 (??/??/92)  278.658  (m)          914.23   (f) ADJ UNCH    2 0
 LB0577
 LB0577.Superseded values are not recommended for survey control.
 LB0577
 LB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0577.See file dsdata.pdf to determine how the superseded data were derived.
 LB0577
 LB0577_MARKER: DB = BENCH MARK DISK
 LB0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0577_STAMPING: U 113 1946
 LB0577_MARK LOGO: CGS
 LB0577_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0577+STABILITY: SURFACE MOTION
 LB0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0577+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2023
 LB0577
 LB0577  HISTORY     - Date     Condition        Report By
 LB0577  HISTORY     - 1946     MONUMENTED       CGS
 LB0577  HISTORY     - 20230425 GOOD             INDOT
 LB0577
 LB0577                          STATION DESCRIPTION
 LB0577
 LB0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0577'5.4 MI NW FROM LEBANON.
 LB0577'AT THE INTERSECTION OF STATE HIGHWAY 47 AND STATE HIGHWAY 39,
 LB0577'ABOUT 5.35 MILES NORTHWEST OF THE COUNTY COURT HOUSE AT LEBANON,
 LB0577'ABOUT 6.55 MILES EAST OF THE MUNICIPAL BUILDING AT THORNTOWN,
 LB0577'AND ABOUT 5.6 MILES WEST OF THE CROSS ROADS AT ELIZAVILLE, 41
 LB0577'FEET NORTH OF THE CENTER LINE OF HIGHWAY 47, 103 FEET WEST OF
 LB0577'THE CENTER LINE OF HIGHWAY 39, 5 FEET WEST OF POWER LINE POLE
 LB0577'NUMBER B 10-1, 1 1/2 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 LB0577'2 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 LB0577'THE HIGHWAY.  A STANDARD DISK, STAMPED U 113 1946 AND SET
 LB0577'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0577
 LB0577                          STATION RECOVERY (2023)
 LB0577
 LB0577'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0577'MARK WAS RECOVERED IN GOOD CONDITION PER THE NATIONAL GEODETIC SURVEY
 LB0577'DATASHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0331 ***********************************************************************
 LB0331  DESIGNATION -  U 114
 LB0331  PID         -  LB0331
 LB0331  STATE/COUNTY-  IN/HOWARD
 LB0331  COUNTRY     -  US
 LB0331  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0331
 LB0331                         *CURRENT SURVEY CONTROL
 LB0331  ______________________________________________________________________
 LB0331* NAD 83(1986) POSITION- 40 26 40.     (N) 086 16 17.     (W)   SCALED
 LB0331* NAVD 88 ORTHO HEIGHT -   251.176 (meters)      824.07  (feet) ADJUSTED
 LB0331  ______________________________________________________________________
 LB0331  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 LB0331  DYNAMIC HEIGHT  -        251.044 (meters)      823.63  (feet) COMP
 LB0331  MODELED GRAVITY -    980,096.1   (mgal)                       NAVD 88
 LB0331
 LB0331  VERT ORDER      -  SECOND    CLASS 0
 LB0331
 LB0331.The horizontal coordinates were scaled from a map and have
 LB0331.an estimated accuracy of +/- 6 seconds.
 LB0331
 LB0331.The orthometric height was determined by differential leveling and
 LB0331.adjusted by the NATIONAL GEODETIC SURVEY
 LB0331.in June 1991.
 LB0331
 LB0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0331.GEOID18 height accuracy estimate available here.
 LB0331
 LB0331.Click photographs - Photos may exist for this station.
 LB0331
 LB0331.The dynamic height is computed by dividing the NAVD 88
 LB0331.geopotential number by the normal gravity value computed on the
 LB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0331.degrees latitude (g = 980.6199 gals.).
 LB0331
 LB0331.The modeled gravity was interpolated from observed gravity values.
 LB0331
 LB0331;                    North         East    Units  Estimated Accuracy
 LB0331;SPC IN E     -   577,040.       48,700.      MT  (+/- 180 meters Scaled)
 LB0331
 LB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617773(NAD 83)
 LB0331
 LB0331                          SUPERSEDED SURVEY CONTROL
 LB0331
 LB0331  NGVD 29 (??/??/92)  251.285  (m)          824.42   (f) ADJ UNCH    2 0
 LB0331
 LB0331.Superseded values are not recommended for survey control.
 LB0331
 LB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0331.See file dsdata.pdf to determine how the superseded data were derived.
 LB0331
 LB0331_MARKER: DB = BENCH MARK DISK
 LB0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0331_SP_SET: BUILDING
 LB0331_STAMPING: U 114 1946
 LB0331_MARK LOGO: CGS
 LB0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0331
 LB0331  HISTORY     - Date     Condition        Report By
 LB0331  HISTORY     - 1946     MONUMENTED       CGS
 LB0331
 LB0331                          STATION DESCRIPTION
 LB0331
 LB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0331'AT NEW LONDON.
 LB0331'AT NEW LONDON, ABOUT 1.7 MILE NORTH OF THE POST OFFICE AT RUSSIAVILLE,
 LB0331'SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST CORNER OF NEW
 LB0331'LONDON SCHOOL BUILDING, 2.4 FEET NORTH OF THE SOUTHWEST CORNER
 LB0331'AND 2.9 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED U 114 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0089 ***********************************************************************
 LB0089  DESIGNATION -  U 115
 LB0089  PID         -  LB0089
 LB0089  STATE/COUNTY-  IN/CARROLL
 LB0089  COUNTRY     -  US
 LB0089  USGS QUAD   -  DEER CREEK (2019)
 LB0089
 LB0089                         *CURRENT SURVEY CONTROL
 LB0089  ______________________________________________________________________
 LB0089* NAD 83(1986) POSITION- 40 36 18.     (N) 086 26 53.     (W)   SCALED
 LB0089* NAVD 88 ORTHO HEIGHT -   211.981 (meters)      695.47  (feet) ADJUSTED
 LB0089  ______________________________________________________________________
 LB0089  GEOID HEIGHT    -        -34.224 (meters)                     GEOID18
 LB0089  DYNAMIC HEIGHT  -        211.876 (meters)      695.13  (feet) COMP
 LB0089  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 LB0089
 LB0089  VERT ORDER      -  SECOND    CLASS 0
 LB0089
 LB0089.The horizontal coordinates were scaled from a map and have
 LB0089.an estimated accuracy of +/- 6 seconds.
 LB0089
 LB0089.The orthometric height was determined by differential leveling and
 LB0089.adjusted by the NATIONAL GEODETIC SURVEY
 LB0089.in June 1991.
 LB0089
 LB0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0089.GEOID18 height accuracy estimate available here.
 LB0089
 LB0089.Click photographs - Photos may exist for this station.
 LB0089
 LB0089.The dynamic height is computed by dividing the NAVD 88
 LB0089.geopotential number by the normal gravity value computed on the
 LB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0089.degrees latitude (g = 980.6199 gals.).
 LB0089
 LB0089.The modeled gravity was interpolated from observed gravity values.
 LB0089
 LB0089;                    North         East    Units  Estimated Accuracy
 LB0089;SPC IN W     -   594,890.      953,770.      MT  (+/- 180 meters Scaled)
 LB0089
 LB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK466950(NAD 83)
 LB0089
 LB0089                          SUPERSEDED SURVEY CONTROL
 LB0089
 LB0089  NGVD 29 (??/??/92)  212.093  (m)          695.84   (f) ADJ UNCH    2 0
 LB0089
 LB0089.Superseded values are not recommended for survey control.
 LB0089
 LB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0089.See file dsdata.pdf to determine how the superseded data were derived.
 LB0089
 LB0089_MARKER: DB = BENCH MARK DISK
 LB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0089_STAMPING: U 115 1946
 LB0089_MARK LOGO: CGS
 LB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0089+STABILITY: SURFACE MOTION
 LB0089
 LB0089  HISTORY     - Date     Condition        Report By
 LB0089  HISTORY     - 1946     MONUMENTED       CGS
 LB0089
 LB0089                          STATION DESCRIPTION
 LB0089
 LB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0089'3 MI W FROM DEER CREEK.
 LB0089'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 218 FROM THE JUNCTION
 LB0089'WITH STATE HIGHWAY 29 AT DEER CREEK, AT THE JUNCTION WITH A SIDE
 LB0089'ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTER LINE OF THE
 LB0089'HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 7 FEET
 LB0089'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 LB0089'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 LB0089'AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0089'U 115 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0089'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0009 ***********************************************************************
 LB0009  DESIGNATION -  U 116 RESET
 LB0009  PID         -  LB0009
 LB0009  STATE/COUNTY-  IN/CARROLL
 LB0009  COUNTRY     -  US
 LB0009  USGS QUAD   -  DEER CREEK (2019)
 LB0009
 LB0009                         *CURRENT SURVEY CONTROL
 LB0009  ______________________________________________________________________
 LB0009* NAD 83(1986) POSITION- 40 35 04.     (N) 086 23 29.     (W)   SCALED
 LB0009* NAVD 88 ORTHO HEIGHT -   215.78  (meters)      707.9   (feet) RESET
 LB0009  ______________________________________________________________________
 LB0009  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 LB0009  VERT ORDER      -  THIRD
 LB0009
 LB0009.The horizontal coordinates were scaled from a map and have
 LB0009.an estimated accuracy of +/- 6 seconds.
 LB0009
 LB0009.The orthometric height was computed from unverified reset data.
 LB0009
 LB0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0009.GEOID18 height accuracy estimate available here.
 LB0009
 LB0009.Click photographs - Photos may exist for this station.
 LB0009
 LB0009;                    North         East    Units  Estimated Accuracy
 LB0009;SPC IN W     -   592,640.      958,580.      MT  (+/- 180 meters Scaled)
 LB0009
 LB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515928(NAD 83)
 LB0009
 LB0009                          SUPERSEDED SURVEY CONTROL
 LB0009
 LB0009.No superseded survey control is available for this station.
 LB0009
 LB0009_MARKER: DB = BENCH MARK DISK
 LB0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0009_SP_SET: BRIDGE CURB
 LB0009_STAMPING: U 116 RESET 1961
 LB0009_MARK LOGO: CGS
 LB0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0009
 LB0009  HISTORY     - Date     Condition        Report By
 LB0009  HISTORY     - 1961     MONUMENTED       INHD
 LB0009
 LB0009                          STATION DESCRIPTION
 LB0009
 LB0009'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1961
 LB0009'1.6 MI S FROM DEER CREEK.
 LB0009'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0009'WITH STATE HIGHWAY 218 AT DEER CREEK, ABOUT 300 FEET NORTH OF THE
 LB0009'JUNCTION WITH A GRAVEL ROAD LEADING EAST AND THE UNITED BRETHERN
 LB0009'CHURCH, ON A CONCRETE BRIDGE OVER LITTLE DEER CREEK, AT APPROXIMATELY
 LB0009'1.9 MILES SOUTH OF THE TOWN OF DEER CREEK, INDIANA, AND SET
 LB0009'ON THE TOP OF WEST CURB AT APPROXIMATELY 3.0 FEET SOUTH OF THE
 LB0009'NORTH END OF SAID CURB, ABOUT 10 INCHES ABOVE THE PAVEMENT.
 LB0009'THIS BRIDGE HAS BEEN WIDENED NECESSITATING THE RESETTING OF
 LB0009'THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0766 ***********************************************************************
 LB0766  DESIGNATION -  U 117
 LB0766  PID         -  LB0766
 LB0766  STATE/COUNTY-  IN/CLINTON
 LB0766  COUNTRY     -  US
 LB0766  USGS QUAD   -  ROSSVILLE (2019)
 LB0766
 LB0766                         *CURRENT SURVEY CONTROL
 LB0766  ______________________________________________________________________
 LB0766* NAD 83(1986) POSITION- 40 23 16.     (N) 086 31 26.     (W)   SCALED
 LB0766* NAVD 88 ORTHO HEIGHT -   243.912 (meters)      800.23  (feet) ADJUSTED
 LB0766  ______________________________________________________________________
 LB0766  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 LB0766  DYNAMIC HEIGHT  -        243.786 (meters)      799.82  (feet) COMP
 LB0766  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LB0766
 LB0766  VERT ORDER      -  SECOND    CLASS 0
 LB0766
 LB0766.The horizontal coordinates were scaled from a map and have
 LB0766.an estimated accuracy of +/- 6 seconds.
 LB0766
 LB0766.The orthometric height was determined by differential leveling and
 LB0766.adjusted by the NATIONAL GEODETIC SURVEY
 LB0766.in June 1991.
 LB0766
 LB0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0766.GEOID18 height accuracy estimate available here.
 LB0766
 LB0766.Click photographs - Photos may exist for this station.
 LB0766
 LB0766.The dynamic height is computed by dividing the NAVD 88
 LB0766.geopotential number by the normal gravity value computed on the
 LB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0766.degrees latitude (g = 980.6199 gals.).
 LB0766
 LB0766.The modeled gravity was interpolated from observed gravity values.
 LB0766
 LB0766;                    North         East    Units  Estimated Accuracy
 LB0766;SPC IN W     -   570,730.      947,500.      MT  (+/- 180 meters Scaled)
 LB0766
 LB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK404709(NAD 83)
 LB0766
 LB0766                          SUPERSEDED SURVEY CONTROL
 LB0766
 LB0766  NGVD 29 (??/??/92)  244.017  (m)          800.58   (f) ADJ UNCH    2 0
 LB0766
 LB0766.Superseded values are not recommended for survey control.
 LB0766
 LB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0766.See file dsdata.pdf to determine how the superseded data were derived.
 LB0766
 LB0766_MARKER: DB = BENCH MARK DISK
 LB0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0766_SP_SET: BUILDING
 LB0766_STAMPING: U 117 1946
 LB0766_MARK LOGO: CGS
 LB0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0766
 LB0766  HISTORY     - Date     Condition        Report By
 LB0766  HISTORY     - 1946     MONUMENTED       CGS
 LB0766
 LB0766                          STATION DESCRIPTION
 LB0766
 LB0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0766'0.4 MI W FROM MORAN.
 LB0766'ABOUT 0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0766'AT MORAN, AT OWEN TOWNSHIP SCHOOL, IN THE NORTHEAST QUARTER
 LB0766'OF THE INTERSECTION WITH STATE HIGHWAY 75, SET VERTICALLY IN
 LB0766'THE SOUTH FACE OF THE SOUTHEAST CORNER OF THE BUILDING, 3.6
 LB0766'FEET WEST OF THE CORNER AND 3.1 FEET ABOVE THE GROUND.  A
 LB0766'STANDARD DISK, STAMPED U 117 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0679 ***********************************************************************
 LB0679  DESIGNATION -  U 118
 LB0679  PID         -  LB0679
 LB0679  STATE/COUNTY-  IN/CLINTON
 LB0679  COUNTRY     -  US
 LB0679  USGS QUAD   -  FRANKFORT (2019)
 LB0679
 LB0679                         *CURRENT SURVEY CONTROL
 LB0679  ______________________________________________________________________
 LB0679* NAD 83(1986) POSITION- 40 20 39.     (N) 086 36 33.     (W)   SCALED
 LB0679* NAVD 88 ORTHO HEIGHT -   246.912 (meters)      810.08  (feet) ADJUSTED
 LB0679  ______________________________________________________________________
 LB0679  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LB0679  DYNAMIC HEIGHT  -        246.785 (meters)      809.66  (feet) COMP
 LB0679  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 LB0679
 LB0679  VERT ORDER      -  SECOND    CLASS 0
 LB0679
 LB0679.The horizontal coordinates were scaled from a map and have
 LB0679.an estimated accuracy of +/- 6 seconds.
 LB0679
 LB0679.The orthometric height was determined by differential leveling and
 LB0679.adjusted by the NATIONAL GEODETIC SURVEY
 LB0679.in June 1991.
 LB0679
 LB0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0679.GEOID18 height accuracy estimate available here.
 LB0679
 LB0679.Click photographs - Photos may exist for this station.
 LB0679
 LB0679.The dynamic height is computed by dividing the NAVD 88
 LB0679.geopotential number by the normal gravity value computed on the
 LB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0679.degrees latitude (g = 980.6199 gals.).
 LB0679
 LB0679.The modeled gravity was interpolated from observed gravity values.
 LB0679
 LB0679;                    North         East    Units  Estimated Accuracy
 LB0679;SPC IN W     -   565,840.      940,290.      MT  (+/- 180 meters Scaled)
 LB0679
 LB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK331660(NAD 83)
 LB0679
 LB0679                          SUPERSEDED SURVEY CONTROL
 LB0679
 LB0679  NGVD 29 (??/??/92)  247.013  (m)          810.41   (f) ADJ UNCH    2 0
 LB0679
 LB0679.Superseded values are not recommended for survey control.
 LB0679
 LB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0679.See file dsdata.pdf to determine how the superseded data were derived.
 LB0679
 LB0679_MARKER: DB = BENCH MARK DISK
 LB0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0679_STAMPING: U 118 1946
 LB0679_MARK LOGO: CGS
 LB0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0679+STABILITY: SURFACE MOTION
 LB0679
 LB0679  HISTORY     - Date     Condition        Report By
 LB0679  HISTORY     - 1946     MONUMENTED       CGS
 LB0679
 LB0679                          STATION DESCRIPTION
 LB0679
 LB0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0679'3 MI E FROM MULBERRY.
 LB0679'ABOUT 3.05 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST
 LB0679'OFFICE AT MULBERRY, 29 FEET SOUTH OF THE CENTER LINE OF THE
 LB0679'HIGHWAY, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE H.L.
 LB0679'HENDRICKSON FARM BARN, 19 FEET EAST OF THE CENTER LINE OF THE
 LB0679'DRIVEWAY TO THE FARM HOUSE, 9 FEET EAST OF A TELEPHONE POLE
 LB0679'NUMBER 2102, 1 1/2 FEET NORTH OF A FENCE LINE, AND ABOUT 0.5 FOOT
 LB0679'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED U 118 1946 AND
 LB0679'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0788 ***********************************************************************
 LB0788  DESIGNATION -  U 119
 LB0788  PID         -  LB0788
 LB0788  STATE/COUNTY-  IN/TIPPECANOE
 LB0788  COUNTRY     -  US
 LB0788  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0788
 LB0788                         *CURRENT SURVEY CONTROL
 LB0788  ______________________________________________________________________
 LB0788* NAD 83(1986) POSITION- 40 28 29.     (N) 086 45 40.     (W)   SCALED
 LB0788* NAVD 88 ORTHO HEIGHT -   202.842 (meters)      665.49  (feet) ADJUSTED
 LB0788  ______________________________________________________________________
 LB0788  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 LB0788  DYNAMIC HEIGHT  -        202.742 (meters)      665.16  (feet) COMP
 LB0788  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 LB0788
 LB0788  VERT ORDER      -  SECOND    CLASS 0
 LB0788
 LB0788.The horizontal coordinates were scaled from a map and have
 LB0788.an estimated accuracy of +/- 6 seconds.
 LB0788
 LB0788.The orthometric height was determined by differential leveling and
 LB0788.adjusted by the NATIONAL GEODETIC SURVEY
 LB0788.in June 1991.
 LB0788
 LB0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0788.GEOID18 height accuracy estimate available here.
 LB0788
 LB0788.Click photographs - Photos may exist for this station.
 LB0788
 LB0788.The dynamic height is computed by dividing the NAVD 88
 LB0788.geopotential number by the normal gravity value computed on the
 LB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0788.degrees latitude (g = 980.6199 gals.).
 LB0788
 LB0788.The modeled gravity was interpolated from observed gravity values.
 LB0788
 LB0788;                    North         East    Units  Estimated Accuracy
 LB0788;SPC IN W     -   580,280.      927,320.      MT  (+/- 180 meters Scaled)
 LB0788
 LB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK202804(NAD 83)
 LB0788
 LB0788                          SUPERSEDED SURVEY CONTROL
 LB0788
 LB0788  NGVD 29 (??/??/92)  202.946  (m)          665.83   (f) ADJ UNCH    2 0
 LB0788
 LB0788.Superseded values are not recommended for survey control.
 LB0788
 LB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0788.See file dsdata.pdf to determine how the superseded data were derived.
 LB0788
 LB0788_MARKER: DB = BENCH MARK DISK
 LB0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0788_STAMPING: U 119 1946
 LB0788_MARK LOGO: CGS
 LB0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0788+STABILITY: SURFACE MOTION
 LB0788
 LB0788  HISTORY     - Date     Condition        Report By
 LB0788  HISTORY     - 1946     MONUMENTED       CGS
 LB0788  HISTORY     - 1965     GOOD             CGS
 LB0788  HISTORY     - 20040923 MARK NOT FOUND   BFSINC
 LB0788
 LB0788                          STATION DESCRIPTION
 LB0788
 LB0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0788'0.8 MI S FROM BUCK CREEK.
 LB0788'ABOUT 0.85 MILE SOUTH ALONG THE BUCK CREEK-DAYTON ROAD FROM
 LB0788'THE WABASH RAILWAY STATION AT BUCK CREEK, IN THE SOUTHEAST
 LB0788'QUARTER OF AN EAST-WEST ROAD INTERSECTION, 18 FEET EAST OF THE
 LB0788'CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE
 LB0788'CENTER LINE OF THE EAST-WEST ROAD, 3.5 FEET SOUTH OF A FENCE
 LB0788'CORNER, 1.5 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A POWER
 LB0788'LINE POLE, ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 LB0788'U 119 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0788'5 INCHES ABOVE GROUND.
 LB0788
 LB0788                          STATION RECOVERY (1965)
 LB0788
 LB0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0788'RECOVERED IN GOOD CONDITION.
 LB0788
 LB0788                          STATION RECOVERY (2004)
 LB0788
 LB0788'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB0788'CONCRETE REMAINS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0358 ***********************************************************************
 KA0358  DESIGNATION -  U 12
 KA0358  PID         -  KA0358
 KA0358  STATE/COUNTY-  IN/GREENE
 KA0358  COUNTRY     -  US
 KA0358  USGS QUAD   -  BLOOMFIELD (2019)
 KA0358
 KA0358                         *CURRENT SURVEY CONTROL
 KA0358  ______________________________________________________________________
 KA0358* NAD 83(1986) POSITION- 39 06 57.79   (N) 086 58 38.86   (W)   HD_HELD1
 KA0358* NAVD 88 ORTHO HEIGHT -   159.425 (meters)      523.05  (feet) ADJUSTED
 KA0358  ______________________________________________________________________
 KA0358  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 KA0358  DYNAMIC HEIGHT  -        159.329 (meters)      522.73  (feet) COMP
 KA0358  MODELED GRAVITY -    980,026.8   (mgal)                       NAVD 88
 KA0358
 KA0358  VERT ORDER      -  FIRST     CLASS II
 KA0358
 KA0358.The horizontal coordinates were determined by differentially corrected
 KA0358.hand held GPS observations or other comparable positioning techniques
 KA0358.and have an estimated accuracy of +/- 3 meters.
 KA0358
 KA0358.The orthometric height was determined by differential leveling and
 KA0358.adjusted by the NATIONAL GEODETIC SURVEY
 KA0358.in June 1991.
 KA0358
 KA0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0358.GEOID18 height accuracy estimate available here.
 KA0358
 KA0358.Click photographs - Photos may exist for this station.
 KA0358
 KA0358.The dynamic height is computed by dividing the NAVD 88
 KA0358.geopotential number by the normal gravity value computed on the
 KA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0358.degrees latitude (g = 980.6199 gals.).
 KA0358
 KA0358.The modeled gravity was interpolated from observed gravity values.
 KA0358
 KA0358;                    North         East    Units  Estimated Accuracy
 KA0358;SPC IN W     -   429,385.0     909,156.0     MT  (+/- 3 meters HH1 GPS) 
 KA0358
 KA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0194829655(NAD 83)
 KA0358
 KA0358                          SUPERSEDED SURVEY CONTROL
 KA0358
 KA0358  NGVD 29 (??/??/92)  159.558  (m)          523.48   (f) ADJ UNCH    1 2
 KA0358
 KA0358.Superseded values are not recommended for survey control.
 KA0358
 KA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0358.See file dsdata.pdf to determine how the superseded data were derived.
 KA0358
 KA0358_MARKER: DB = BENCH MARK DISK
 KA0358_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0358+WITH SETTING: PAVEMENT
 KA0358_SP_SET: STANDPIPE BASE
 KA0358_STAMPING: U 12 1930 523.483
 KA0358_MARK LOGO: CGS
 KA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0358+STABILITY: SURFACE MOTION
 KA0358
 KA0358  HISTORY     - Date     Condition        Report By
 KA0358  HISTORY     - 1930     MONUMENTED       CGS
 KA0358  HISTORY     - 1946     GOOD             CGS
 KA0358  HISTORY     - 1985     GOOD             NGS
 KA0358
 KA0358                          STATION DESCRIPTION
 KA0358
 KA0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0358'AT WORTHINGTON.
 KA0358'AT WORTHINGTON, GREENE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 KA0358'0.3 MILE SOUTH OF THE STATION, 50 FEET SOUTHWEST OF THE WEST
 KA0358'CORNER OF A PUMPHOUSE, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 KA0358'THE SOUTHEAST TRACK, IN THE TOP OF THE CONCRETE BASE OF A WATER
 KA0358'STANDPIPE, 2.3 FEET NORTHWEST OF THE STANDPIPE, AND 1.3 FEET
 KA0358'SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE BASE.  A STANDARD
 KA0358'DISK, STAMPED 523.483 U 12 1930.
 KA0358
 KA0358                          STATION RECOVERY (1985)
 KA0358
 KA0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0358'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KA0358'WORTHINGTON, AT THE JUNCTION OF FRIEND AND WILLIAM STREETS, NEAR THE
 KA0358'CENTER OF THE NORTHWEST EDGE OF THE CONCRETE BASE OF A STANDPIPE, 35.9
 KA0358'M (117.8 FT) NORTHWEST OF THE CENTER OF WILLIAM STREET, 21.1 M (69.2
 KA0358'FT) NORTHEAST OF THE CENTER OF FRIEND STREET, 0.7 M (2.3 FT) NORTHWEST
 KA0358'OF THE STANDPIPE, AND 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST EDGE
 KA0358'OF THE BASE.
 KA0358'THE MARK IS 0.6 M ABOVE THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0697 ***********************************************************************
 LB0697  DESIGNATION -  U 120
 LB0697  PID         -  LB0697
 LB0697  STATE/COUNTY-  IN/TIPPECANOE
 LB0697  COUNTRY     -  US
 LB0697  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0697
 LB0697                         *CURRENT SURVEY CONTROL
 LB0697  ______________________________________________________________________
 LB0697* NAD 83(1986) POSITION- 40 28 55.     (N) 086 47 39.     (W)   SCALED
 LB0697* NAVD 88 ORTHO HEIGHT -   196.263 (meters)      643.91  (feet) ADJUSTED
 LB0697  ______________________________________________________________________
 LB0697  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 LB0697  DYNAMIC HEIGHT  -        196.167 (meters)      643.59  (feet) COMP
 LB0697  MODELED GRAVITY -    980,130.4   (mgal)                       NAVD 88
 LB0697
 LB0697  VERT ORDER      -  SECOND    CLASS 0
 LB0697
 LB0697.The horizontal coordinates were scaled from a map and have
 LB0697.an estimated accuracy of +/- 6 seconds.
 LB0697
 LB0697.The orthometric height was determined by differential leveling and
 LB0697.adjusted by the NATIONAL GEODETIC SURVEY
 LB0697.in June 1991.
 LB0697
 LB0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0697.GEOID18 height accuracy estimate available here.
 LB0697
 LB0697.Click photographs - Photos may exist for this station.
 LB0697
 LB0697.The dynamic height is computed by dividing the NAVD 88
 LB0697.geopotential number by the normal gravity value computed on the
 LB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0697.degrees latitude (g = 980.6199 gals.).
 LB0697
 LB0697.The modeled gravity was interpolated from observed gravity values.
 LB0697
 LB0697;                    North         East    Units  Estimated Accuracy
 LB0697;SPC IN W     -   581,070.      924,520.      MT  (+/- 180 meters Scaled)
 LB0697
 LB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK174812(NAD 83)
 LB0697
 LB0697                          SUPERSEDED SURVEY CONTROL
 LB0697
 LB0697  NGVD 29 (??/??/92)  196.365  (m)          644.24   (f) ADJ UNCH    2 0
 LB0697
 LB0697.Superseded values are not recommended for survey control.
 LB0697
 LB0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0697.See file dsdata.pdf to determine how the superseded data were derived.
 LB0697
 LB0697_MARKER: DB = BENCH MARK DISK
 LB0697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0697_SP_SET: CULVERT HEADWALL
 LB0697_STAMPING: U 120 1946
 LB0697_MARK LOGO: CGS
 LB0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0697+STABILITY: SURFACE MOTION
 LB0697
 LB0697  HISTORY     - Date     Condition        Report By
 LB0697  HISTORY     - 1946     MONUMENTED       CGS
 LB0697  HISTORY     - 1965     GOOD             CGS
 LB0697  HISTORY     - 20040923 MARK NOT FOUND   BFSINC
 LB0697
 LB0697                          STATION DESCRIPTION
 LB0697
 LB0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0697'1.8 MI W FROM BUCK CREEK.
 LB0697'ABOUT 1.8 MILE SOUTHWEST AND WEST ALONG A GRAVEL ROAD FROM THE
 LB0697'WABASH RAILWAY STATION AT BUCK CREEK, AT THE JUNCTION WITH A SIDE
 LB0697'ROAD LEADING NORTH, SET IN THE SOUTH END OF THE EAST L TYPE
 LB0697'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE SIDE ROAD,
 LB0697'20 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 FEET
 LB0697'EAST OF THE CENTER LINE OF THE SIDE ROAD, AND ABOUT LEVEL WITH
 LB0697'THE ROAD.  A STANDARD DISK, STAMPED U 120 1946.
 LB0697
 LB0697                          STATION RECOVERY (1965)
 LB0697
 LB0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0697'RECOVERED IN GOOD CONDITION.
 LB0697
 LB0697                          STATION RECOVERY (2004)
 LB0697
 LB0697'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2004 (JRC)
 LB0697'PIPE AND HEADWALLS HAVE BEEN REMOVED AND REPLACED WITH LARGER PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0666 ***********************************************************************
 KA0666  DESIGNATION -  U 121
 KA0666  PID         -  KA0666
 KA0666  STATE/COUNTY-  IN/PUTNAM
 KA0666  COUNTRY     -  US
 KA0666  USGS QUAD   -  COATESVILLE (2019)
 KA0666
 KA0666                         *CURRENT SURVEY CONTROL
 KA0666  ______________________________________________________________________
 KA0666* NAD 83(1986) POSITION- 39 41 33.     (N) 086 42 37.     (W)   SCALED
 KA0666* NAVD 88 ORTHO HEIGHT -   267.193 (meters)      876.62  (feet) POSTED
 KA0666  ______________________________________________________________________
 KA0666  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KA0666  DYNAMIC HEIGHT  -        267.04  (meters)      876.1   (feet) COMP
 KA0666  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 KA0666
 KA0666  VERT ORDER      -  * POSTED, SEE BELOW
 KA0666
 KA0666.The horizontal coordinates were scaled from a map and have
 KA0666.an estimated accuracy of +/- 6 seconds.
 KA0666
 KA0666.The orthometric height was determined by differential leveling
 KA0666.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0666
 KA0666.* This is a POSTED BENCH MARK height.
 KA0666
 KA0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0666.GEOID18 height accuracy estimate available here.
 KA0666
 KA0666.Click photographs - Photos may exist for this station.
 KA0666
 KA0666.The dynamic height is computed by dividing the NAVD 88
 KA0666.geopotential number by the normal gravity value computed on the
 KA0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0666.degrees latitude (g = 980.6199 gals.).
 KA0666
 KA0666.The modeled gravity was interpolated from observed gravity values.
 KA0666
 KA0666;                    North         East    Units  Estimated Accuracy
 KA0666;SPC IN W     -   493,440.      932,000.      MT  (+/- 180 meters Scaled)
 KA0666
 KA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ248936(NAD 83)
 KA0666
 KA0666                          SUPERSEDED SURVEY CONTROL
 KA0666
 KA0666  NGVD 29 (??/??/92)  267.298  (m)          876.96   (f) ADJ UNCH    1 2
 KA0666
 KA0666.Superseded values are not recommended for survey control.
 KA0666
 KA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0666.See file dsdata.pdf to determine how the superseded data were derived.
 KA0666
 KA0666_MARKER: DB = BENCH MARK DISK
 KA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0666_STAMPING: U 121 1946
 KA0666_MARK LOGO: CGS
 KA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0666+STABILITY: SURFACE MOTION
 KA0666
 KA0666  HISTORY     - Date     Condition        Report By
 KA0666  HISTORY     - 1946     MONUMENTED       CGS
 KA0666  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0666
 KA0666                          STATION DESCRIPTION
 KA0666
 KA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0666'2.4 MI NE FROM FILLMORE.
 KA0666'ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 2.4 MILES NORTHEAST OF
 KA0666'THE STATION AT FILLMORE, AT THE CROSSING OF A GRAVEL ROAD, 66 FEET
 KA0666'NORTHEAST OF THE CENTER OF THE GRADE CROSSING, 54 FEET NORTHEAST
 KA0666'OF THE CENTER LINE OF THE ROAD, 34.5 FEET NORTHWEST OF THE
 KA0666'NORTHWEST RAIL OF THE WEST BOUND TRACK, ABOUT 30 FEET EAST OF A
 KA0666'FENCE CORNER, 28 FEET SOUTHWEST OF POLE NUMBER 30/13 AND IN LINE
 KA0666'WITH THE POLES, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST
 KA0666'AND 4 FEET LOWER THAN THE CROSSING LEVEL.  A STANDARD DISK, STAMPED
 KA0666'U 121 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0666'INCHES ABOVE GROUND.  NOTE-- MARK IS ABOUT 2.5 MILES SOUTHWEST
 KA0666'OF THE MAIN NORTH-SOUTH ROAD CROSSING AT RENO.
 KA0666
 KA0666                          STATION RECOVERY (1985)
 KA0666
 KA0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0666'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1387 ***********************************************************************
 LB1387  DESIGNATION -  U 122
 LB1387  PID         -  LB1387
 LB1387  STATE/COUNTY-  IN/BENTON
 LB1387  COUNTRY     -  US
 LB1387  USGS QUAD   -  FOWLER (2019)
 LB1387
 LB1387                         *CURRENT SURVEY CONTROL
 LB1387  ______________________________________________________________________
 LB1387* NAD 83(1986) POSITION- 40 36 23.     (N) 087 18 13.     (W)   SCALED
 LB1387* NAVD 88 ORTHO HEIGHT -   244.294 (meters)      801.49  (feet) ADJUSTED
 LB1387  ______________________________________________________________________
 LB1387  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 LB1387  DYNAMIC HEIGHT  -        244.175 (meters)      801.10  (feet) COMP
 LB1387  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 LB1387
 LB1387  VERT ORDER      -  SECOND    CLASS 0
 LB1387
 LB1387.The horizontal coordinates were scaled from a map and have
 LB1387.an estimated accuracy of +/- 6 seconds.
 LB1387
 LB1387.The orthometric height was determined by differential leveling and
 LB1387.adjusted by the NATIONAL GEODETIC SURVEY
 LB1387.in June 1991.
 LB1387
 LB1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1387.GEOID18 height accuracy estimate available here.
 LB1387
 LB1387.Click photographs - Photos may exist for this station.
 LB1387
 LB1387.The dynamic height is computed by dividing the NAVD 88
 LB1387.geopotential number by the normal gravity value computed on the
 LB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1387.degrees latitude (g = 980.6199 gals.).
 LB1387
 LB1387.The modeled gravity was interpolated from observed gravity values.
 LB1387
 LB1387;                    North         East    Units  Estimated Accuracy
 LB1387;SPC IN W     -   594,870.      881,360.      MT  (+/- 180 meters Scaled)
 LB1387
 LB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK743951(NAD 83)
 LB1387
 LB1387                          SUPERSEDED SURVEY CONTROL
 LB1387
 LB1387  NGVD 29 (??/??/92)  244.349  (m)          801.67   (f) ADJ UNCH    2 0
 LB1387
 LB1387.Superseded values are not recommended for survey control.
 LB1387
 LB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1387.See file dsdata.pdf to determine how the superseded data were derived.
 LB1387
 LB1387_MARKER: DB = BENCH MARK DISK
 LB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1387_STAMPING: U 122 1946
 LB1387_MARK LOGO: CGS
 LB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1387+STABILITY: SURFACE MOTION
 LB1387
 LB1387  HISTORY     - Date     Condition        Report By
 LB1387  HISTORY     - 1946     MONUMENTED       CGS
 LB1387
 LB1387                          STATION DESCRIPTION
 LB1387
 LB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1387'1.2 MI SE FROM FOWLER.
 LB1387'ABOUT 1.15 MILE SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1387'THE COUNTY COURT HOUSE AT FOWLER, 0.1 MILE EAST OF THE JUNCTION
 LB1387'WITH U.S. HIGHWAY 52, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1387'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF THE INTERSECTION, ABOUT
 LB1387'150 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A BROWN SHINGLE
 LB1387'FARM HOUSE, 62 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LB1387'ROAD, 34.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 LB1387'EAST OF A TELEPHONE POLE NUMBER 41, 1 1/2 FOOT EAST OF A HIGHWAY
 LB1387'RIGHT-OF-WAY MARKER, 1 1/2 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LB1387'FENCE LINE, 1 1/2 FOOT WEST OF A WHITE WOODEN WITNESS POST AND
 LB1387'ABOUT LEVEL WITH THE CENTER OF THE ROAD INTERSECTION.  A
 LB1387'STANDARD DISK, STAMPED U 122 1946 AND SET IN THE TOP OF A
 LB1387'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1335 ***********************************************************************
 LB1335  DESIGNATION -  U 123
 LB1335  PID         -  LB1335
 LB1335  STATE/COUNTY-  IN/NEWTON
 LB1335  COUNTRY     -  US
 LB1335  USGS QUAD   -  GOODLAND (2019)
 LB1335
 LB1335                         *CURRENT SURVEY CONTROL
 LB1335  ______________________________________________________________________
 LB1335* NAD 83(1986) POSITION- 40 45 03.     (N) 087 16 37.     (W)   SCALED
 LB1335* NAVD 88 ORTHO HEIGHT -   228.430 (meters)      749.44  (feet) ADJUSTED
 LB1335  ______________________________________________________________________
 LB1335  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 LB1335  DYNAMIC HEIGHT  -        228.325 (meters)      749.10  (feet) COMP
 LB1335  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 LB1335
 LB1335  VERT ORDER      -  SECOND    CLASS 0
 LB1335
 LB1335.The horizontal coordinates were scaled from a map and have
 LB1335.an estimated accuracy of +/- 6 seconds.
 LB1335
 LB1335.The orthometric height was determined by differential leveling and
 LB1335.adjusted by the NATIONAL GEODETIC SURVEY
 LB1335.in June 1991.
 LB1335
 LB1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1335.GEOID18 height accuracy estimate available here.
 LB1335
 LB1335.Click photographs - Photos may exist for this station.
 LB1335
 LB1335.The dynamic height is computed by dividing the NAVD 88
 LB1335.geopotential number by the normal gravity value computed on the
 LB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1335.degrees latitude (g = 980.6199 gals.).
 LB1335
 LB1335.The modeled gravity was interpolated from observed gravity values.
 LB1335
 LB1335;                    North         East    Units  Estimated Accuracy
 LB1335;SPC IN W     -   610,910.      883,650.      MT  (+/- 180 meters Scaled)
 LB1335
 LB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL766111(NAD 83)
 LB1335
 LB1335                          SUPERSEDED SURVEY CONTROL
 LB1335
 LB1335  NGVD 29 (??/??/92)  228.495  (m)          749.65   (f) ADJ UNCH    2 0
 LB1335
 LB1335.Superseded values are not recommended for survey control.
 LB1335
 LB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1335.See file dsdata.pdf to determine how the superseded data were derived.
 LB1335
 LB1335_MARKER: DB = BENCH MARK DISK
 LB1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1335_STAMPING: U 123 1946
 LB1335_MARK LOGO: CGS
 LB1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1335+STABILITY: SURFACE MOTION
 LB1335
 LB1335  HISTORY     - Date     Condition        Report By
 LB1335  HISTORY     - 1946     MONUMENTED       CGS
 LB1335
 LB1335                          STATION DESCRIPTION
 LB1335
 LB1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1335'1.7 MI SE FROM GOODLAND.
 LB1335'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1335'STATION AT GOODLAND, THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD,
 LB1335'SET IN THE SOUTHEAST QUARTER OF AN INTERSECTION WITH AN
 LB1335'EAST-WEST GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF A 2-STORY FARM
 LB1335'HOUSE ON THE EAST SIDE OF THE NORTH-SOUTH ROAD, 23 FEET EAST
 LB1335'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE
 LB1335'CENTER LINE OF THE EAST WEST ROAD, 2 FEET SOUTH OF A HIGH
 LB1335'TENSION POWER POLE NUMBER 725/132, 1 1/2 FOOT WEST OF A CORNER
 LB1335'FENCE POST AND IN LINE WITH THE EAST-WEST FENCE LINE, 1 1/2
 LB1335'FOOT NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT BELOW
 LB1335'THE LEVEL OF THE INTERSECTION.  A STANDARD DISK, STAMPED U 123
 LB1335'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1335'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1213 ***********************************************************************
 LB1213  DESIGNATION -  U 124
 LB1213  PID         -  LB1213
 LB1213  STATE/COUNTY-  IN/BENTON
 LB1213  COUNTRY     -  US
 LB1213  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1213
 LB1213                         *CURRENT SURVEY CONTROL
 LB1213  ______________________________________________________________________
 LB1213* NAD 83(1986) POSITION- 40 42 25.     (N) 087 09 13.     (W)   SCALED
 LB1213* NAVD 88 ORTHO HEIGHT -   230.030 (meters)      754.69  (feet) ADJUSTED
 LB1213  ______________________________________________________________________
 LB1213  GEOID HEIGHT    -        -33.495 (meters)                     GEOID18
 LB1213  DYNAMIC HEIGHT  -        229.922 (meters)      754.34  (feet) COMP
 LB1213  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 LB1213
 LB1213  VERT ORDER      -  SECOND    CLASS 0
 LB1213
 LB1213.The horizontal coordinates were scaled from a map and have
 LB1213.an estimated accuracy of +/- 6 seconds.
 LB1213
 LB1213.The orthometric height was determined by differential leveling and
 LB1213.adjusted by the NATIONAL GEODETIC SURVEY
 LB1213.in June 1991.
 LB1213
 LB1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1213.GEOID18 height accuracy estimate available here.
 LB1213
 LB1213.Click photographs - Photos may exist for this station.
 LB1213
 LB1213.The dynamic height is computed by dividing the NAVD 88
 LB1213.geopotential number by the normal gravity value computed on the
 LB1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1213.degrees latitude (g = 980.6199 gals.).
 LB1213
 LB1213.The modeled gravity was interpolated from observed gravity values.
 LB1213
 LB1213;                    North         East    Units  Estimated Accuracy
 LB1213;SPC IN W     -   606,020.      894,060.      MT  (+/- 180 meters Scaled)
 LB1213
 LB1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870062(NAD 83)
 LB1213
 LB1213                          SUPERSEDED SURVEY CONTROL
 LB1213
 LB1213  NGVD 29 (??/??/92)  230.104  (m)          754.93   (f) ADJ UNCH    2 0
 LB1213
 LB1213.Superseded values are not recommended for survey control.
 LB1213
 LB1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1213.See file dsdata.pdf to determine how the superseded data were derived.
 LB1213
 LB1213_MARKER: DB = BENCH MARK DISK
 LB1213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1213_SP_SET: CULVERT HEADWALL
 LB1213_STAMPING: U 124 1946
 LB1213_MARK LOGO: CGS
 LB1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1213+STABILITY: SURFACE MOTION
 LB1213
 LB1213  HISTORY     - Date     Condition        Report By
 LB1213  HISTORY     - 1946     MONUMENTED       CGS
 LB1213
 LB1213                          STATION DESCRIPTION
 LB1213
 LB1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1213'1 MI N FROM GILBOA SCHOOL.
 LB1213'ABOUT 0.95 MILE NORTH ALONG A PAVED ROAD FROM GILBOA TOWNSHIP
 LB1213'SCHOOL, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 110
 LB1213'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY WHITE FARM
 LB1213'HOUSE, 66 FEET WEST AND ACROSS THE NORTH-SOUTH ROAD FROM
 LB1213'POWER POLE NUMBER 711/555, 23 FEET WEST OF THE CENTER LINE OF
 LB1213'THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE
 LB1213'EAST-WEST ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB1213'CONCRETE HEADWALL OF A 14-INCH CORRUGATED STEEL PIPE CULVERT
 LB1213'UNDER THE EAST-WEST ROAD, AND ABOUT LEVEL WITH THE CENTER OF
 LB1213'THE INTERSECTION.  A STANDARD DISK, STAMPED U 124 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1169 ***********************************************************************
 LB1169  DESIGNATION -  U 125
 LB1169  PID         -  LB1169
 LB1169  STATE/COUNTY-  IN/WHITE
 LB1169  COUNTRY     -  US
 LB1169  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1169
 LB1169                         *CURRENT SURVEY CONTROL
 LB1169  ______________________________________________________________________
 LB1169* NAD 83(1986) POSITION- 40 37 33.     (N) 086 52 06.     (W)   SCALED
 LB1169* NAVD 88 ORTHO HEIGHT -   209.300 (meters)      686.68  (feet) ADJUSTED
 LB1169  ______________________________________________________________________
 LB1169  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 LB1169  DYNAMIC HEIGHT  -        209.200 (meters)      686.35  (feet) COMP
 LB1169  MODELED GRAVITY -    980,144.7   (mgal)                       NAVD 88
 LB1169
 LB1169  VERT ORDER      -  SECOND    CLASS 0
 LB1169
 LB1169.The horizontal coordinates were scaled from a map and have
 LB1169.an estimated accuracy of +/- 6 seconds.
 LB1169
 LB1169.The orthometric height was determined by differential leveling and
 LB1169.adjusted by the NATIONAL GEODETIC SURVEY
 LB1169.in June 1991.
 LB1169
 LB1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1169.GEOID18 height accuracy estimate available here.
 LB1169
 LB1169.Click photographs - Photos may exist for this station.
 LB1169
 LB1169.The dynamic height is computed by dividing the NAVD 88
 LB1169.geopotential number by the normal gravity value computed on the
 LB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1169.degrees latitude (g = 980.6199 gals.).
 LB1169
 LB1169.The modeled gravity was interpolated from observed gravity values.
 LB1169
 LB1169;                    North         East    Units  Estimated Accuracy
 LB1169;SPC IN W     -   597,030.      918,190.      MT  (+/- 180 meters Scaled)
 LB1169
 LB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK111972(NAD 83)
 LB1169
 LB1169                          SUPERSEDED SURVEY CONTROL
 LB1169
 LB1169  NGVD 29 (??/??/92)  209.395  (m)          686.99   (f) ADJ UNCH    2 0
 LB1169
 LB1169.Superseded values are not recommended for survey control.
 LB1169
 LB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1169.See file dsdata.pdf to determine how the superseded data were derived.
 LB1169
 LB1169_MARKER: DB = BENCH MARK DISK
 LB1169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1169_SP_SET: CULVERT HEADWALL
 LB1169_STAMPING: U 125 1946
 LB1169_MARK LOGO: CGS
 LB1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1169+STABILITY: SURFACE MOTION
 LB1169
 LB1169  HISTORY     - Date     Condition        Report By
 LB1169  HISTORY     - 1946     MONUMENTED       CGS
 LB1169  HISTORY     - 19920225 POOR             LOCENG
 LB1169
 LB1169                          STATION DESCRIPTION
 LB1169
 LB1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1169'1.6 MI N FROM BROOKSTON.
 LB1169'1.6 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1169'RAILWAY AND STATE HIGHWAY 43 FROM THE RAILWAY STATION AT BROOKSTON,
 LB1169'ABOUT 45 YARDS SOUTH OF SEMAPHORE SIGNAL NUMBER 104.6, SET IN
 LB1169'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 4-FOOT CONCRETE
 LB1169'BOX CULVERT UNDER THE HIGHWAY, OPPOSITE RAILWAY BRIDGE NUMBER
 LB1169'104.5, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FOOT
 LB1169'NORTH OF THE SOUTH END OF THE HEADWALL AND LEVEL WITH THE HIGHWAY.
 LB1169'A STANDARD DISK, STAMPED U 125 1946.  THIS MARK IS ABOUT 2.55
 LB1169'MILES SOUTH OF THE STATION AT CHALMERS.
 LB1169
 LB1169                          STATION RECOVERY (1992)
 LB1169
 LB1169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 LB1169'RECOVERED IN POOR CONDITION.  NOTE--CONCRETE OF THE HEADWALL HAS
 LB1169'BROKEN OFF WITHIN A FEW INCHES OF THE DISK, DISK IS LOOSE TO
 LB1169'THE TOUCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1067 ***********************************************************************
 LB1067  DESIGNATION -  U 126
 LB1067  PID         -  LB1067
 LB1067  STATE/COUNTY-  IN/CASS
 LB1067  COUNTRY     -  US
 LB1067  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1067
 LB1067                         *CURRENT SURVEY CONTROL
 LB1067  ______________________________________________________________________
 LB1067* NAD 83(1986) POSITION- 40 52 06.     (N) 086 34 47.     (W)   SCALED
 LB1067* NAVD 88 ORTHO HEIGHT -   219.119 (meters)      718.89  (feet) ADJUSTED
 LB1067  ______________________________________________________________________
 LB1067  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 LB1067  DYNAMIC HEIGHT  -        219.020 (meters)      718.57  (feet) COMP
 LB1067  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 LB1067
 LB1067  VERT ORDER      -  SECOND    CLASS 0
 LB1067
 LB1067.The horizontal coordinates were scaled from a map and have
 LB1067.an estimated accuracy of +/- 6 seconds.
 LB1067
 LB1067.The orthometric height was determined by differential leveling and
 LB1067.adjusted by the NATIONAL GEODETIC SURVEY
 LB1067.in June 1991.
 LB1067
 LB1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1067.GEOID18 height accuracy estimate available here.
 LB1067
 LB1067.Click photographs - Photos may exist for this station.
 LB1067
 LB1067.The dynamic height is computed by dividing the NAVD 88
 LB1067.geopotential number by the normal gravity value computed on the
 LB1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1067.degrees latitude (g = 980.6199 gals.).
 LB1067
 LB1067.The modeled gravity was interpolated from observed gravity values.
 LB1067
 LB1067;                    North         East    Units  Estimated Accuracy
 LB1067;SPC IN E     -   624,340.       23,030.      MT  (+/- 180 meters Scaled)
 LB1067
 LB1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL354242(NAD 83)
 LB1067
 LB1067                          SUPERSEDED SURVEY CONTROL
 LB1067
 LB1067  NGVD 29 (??/??/92)  219.228  (m)          719.25   (f) ADJ UNCH    2 0
 LB1067
 LB1067.Superseded values are not recommended for survey control.
 LB1067
 LB1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1067.See file dsdata.pdf to determine how the superseded data were derived.
 LB1067
 LB1067_MARKER: DB = BENCH MARK DISK
 LB1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1067_STAMPING: U 126 1946
 LB1067_MARK LOGO: CGS
 LB1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1067+STABILITY: SURFACE MOTION
 LB1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1067+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2011
 LB1067
 LB1067  HISTORY     - Date     Condition        Report By
 LB1067  HISTORY     - 1946     MONUMENTED       CGS
 LB1067  HISTORY     - 20111018 GOOD             INDOT
 LB1067
 LB1067                          STATION DESCRIPTION
 LB1067
 LB1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1067'4.2 MI W FROM ROYAL CENTER.
 LB1067'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1067'BUILDING AT ROYAL CENTER, 0.5 MILE EAST OF CALEY CHURCH, AT
 LB1067'WHITE-CASS COUNTY LINE AND THE JUNCTION WITH A GRAVEL ROAD
 LB1067'LEADING SOUTH, 110 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LB1067'ROAD, 72.5 FEET SOUTHEAST OF THE COUNTY LINE SIGN, 44 FEET
 LB1067'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHWEST OF
 LB1067'A 14-INCH TRIANGULAR BLAZED OAK TREE, 1 FOOT NORTH OF A FENCE
 LB1067'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LB1067'POST PROJECTING ABOUT 6 INCHES.
 LB1067
 LB1067                          STATION RECOVERY (2011)
 LB1067
 LB1067'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLF)
 LB1067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1124 ***********************************************************************
 LB1124  DESIGNATION -  U 127 RESET
 LB1124  PID         -  LB1124
 LB1124  STATE/COUNTY-  IN/WHITE
 LB1124  COUNTRY     -  US
 LB1124  USGS QUAD   -  IDAVILLE (2019)
 LB1124
 LB1124                         *CURRENT SURVEY CONTROL
 LB1124  ______________________________________________________________________
 LB1124* NAD 83(1986) POSITION- 40 50 17.     (N) 086 44 44.     (W)   SCALED
 LB1124* NAVD 88 ORTHO HEIGHT -   205.49  (meters)      674.2   (feet) RESET
 LB1124  ______________________________________________________________________
 LB1124  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 LB1124  VERT ORDER      -  THIRD
 LB1124
 LB1124.The horizontal coordinates were scaled from a map and have
 LB1124.an estimated accuracy of +/- 6 seconds.
 LB1124
 LB1124.The orthometric height was computed from unverified reset data.
 LB1124
 LB1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1124.GEOID18 height accuracy estimate available here.
 LB1124
 LB1124.Click photographs - Photos may exist for this station.
 LB1124
 LB1124;                    North         East    Units  Estimated Accuracy
 LB1124;SPC IN W     -   620,630.      928,490.      MT  (+/- 180 meters Scaled)
 LB1124
 LB1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214208(NAD 83)
 LB1124
 LB1124                          SUPERSEDED SURVEY CONTROL
 LB1124
 LB1124.No superseded survey control is available for this station.
 LB1124
 LB1124_MARKER: DB = BENCH MARK DISK
 LB1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1124_STAMPING: U 127 RESET 1967
 LB1124_MARK LOGO: CGS
 LB1124_PROJECTION: PROJECTING 15 CENTIMETERS
 LB1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1124+STABILITY: SURFACE MOTION
 LB1124
 LB1124  HISTORY     - Date     Condition        Report By
 LB1124  HISTORY     - 1967     MONUMENTED       CGS
 LB1124
 LB1124                          STATION DESCRIPTION
 LB1124
 LB1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LB1124'3 MI S FROM BUFFALO.
 LB1124'3.0 MILES SOUTH OF THE SCHOOL AT THE SOUTH EDGE OF BUFFALO, 130
 LB1124'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE, 61 FEET SOUTH
 LB1124'OF A POWER POLE, 35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 LB1124'39, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE
 LB1124'AND 1 FOOT NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.  THE DISK
 LB1124'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6
 LB1124'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0137 ***********************************************************************
 LB0137  DESIGNATION -  U 128
 LB0137  PID         -  LB0137
 LB0137  STATE/COUNTY-  IN/CASS
 LB0137  COUNTRY     -  US
 LB0137  USGS QUAD   -  LUCERNE (2019)
 LB0137
 LB0137                         *CURRENT SURVEY CONTROL
 LB0137  ______________________________________________________________________
 LB0137* NAD 83(1986) POSITION- 40 48 49.     (N) 086 29 14.     (W)   SCALED
 LB0137* NAVD 88 ORTHO HEIGHT -   222.530 (meters)      730.08  (feet) ADJUSTED
 LB0137  ______________________________________________________________________
 LB0137  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 LB0137  DYNAMIC HEIGHT  -        222.428 (meters)      729.75  (feet) COMP
 LB0137  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 LB0137
 LB0137  VERT ORDER      -  SECOND    CLASS 0
 LB0137
 LB0137.The horizontal coordinates were scaled from a map and have
 LB0137.an estimated accuracy of +/- 6 seconds.
 LB0137
 LB0137.The orthometric height was determined by differential leveling and
 LB0137.adjusted by the NATIONAL GEODETIC SURVEY
 LB0137.in June 1991.
 LB0137
 LB0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0137.GEOID18 height accuracy estimate available here.
 LB0137
 LB0137.Click photographs - Photos may exist for this station.
 LB0137
 LB0137.The dynamic height is computed by dividing the NAVD 88
 LB0137.geopotential number by the normal gravity value computed on the
 LB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0137.degrees latitude (g = 980.6199 gals.).
 LB0137
 LB0137.The modeled gravity was interpolated from observed gravity values.
 LB0137
 LB0137;                    North         East    Units  Estimated Accuracy
 LB0137;SPC IN E     -   618,180.       30,770.      MT  (+/- 180 meters Scaled)
 LB0137
 LB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL432181(NAD 83)
 LB0137
 LB0137                          SUPERSEDED SURVEY CONTROL
 LB0137
 LB0137  NGVD 29 (??/??/92)  222.641  (m)          730.45   (f) ADJ UNCH    2 0
 LB0137
 LB0137.Superseded values are not recommended for survey control.
 LB0137
 LB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0137.See file dsdata.pdf to determine how the superseded data were derived.
 LB0137
 LB0137_MARKER: DB = BENCH MARK DISK
 LB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0137_STAMPING: U 128 1946
 LB0137_MARK LOGO: CGS
 LB0137_PROJECTION: PROJECTING 30 CENTIMETERS
 LB0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0137+STABILITY: SURFACE MOTION
 LB0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0137+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2017
 LB0137
 LB0137  HISTORY     - Date     Condition        Report By
 LB0137  HISTORY     - 1946     MONUMENTED       CGS
 LB0137  HISTORY     - 20170206 GOOD             INDOT
 LB0137
 LB0137                          STATION DESCRIPTION
 LB0137
 LB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0137'3.9 MI S FROM ROYAL CENTER.
 LB0137'ABOUT 1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB0137'BUILDING AT ROYAL CENTER, THENCE ABOUT 2.8 MILES SOUTH ALONG
 LB0137'A GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF THE JUNCTION WITH AN
 LB0137'EAST-WEST ROAD, AT A T FENCE CORNER OF THE WEST SIDE OF THE
 LB0137'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET
 LB0137'WEST AND ACROSS THE ROAD FROM A POWER POLE HAVING A TRANSFORMER,
 LB0137'7 FEET WEST OF AN IRON RAIL AT THE T FENCE CORNER, 1 FOOT NORTH
 LB0137'OF THE EAST-WEST FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND
 LB0137'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB0137
 LB0137                          STATION RECOVERY (2017)
 LB0137
 LB0137'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 LB0137'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF
 LB0137'CLYMERS, 6.7 MI (10.7 KM) EAST-NORTHEAST OF BURNETTSVILLE, 5.7 MI (9.2
 LB0137'KM) SOUTHWEST OF LUCERNE AND 7.7 MI (12.4 KM) NORTHWEST OF LOGANSPORT.
 LB0137'TO REACH FROM THE INTERSECTION OF US-24 AND US-35, TRAVEL
 LB0137'NORTHWESTERLY 4.3 MI (6.9 KM) ON US-35 TO WEST COUNTY ROAD 300 NORTH,
 LB0137'TURN LEFT (WEST) AND TRAVEL 1.4 MI (2.3 KM) TO NORTH COUNTY ROAD 500
 LB0137'WEST, TURN LEFT (SOUTH) AND TRAVEL 69 FT (21.0 M) TO WEST COUNTY ROAD
 LB0137'300 NORTH, TURN RIGHT (WEST) AND TRAVEL 1.1 MI (1.8 KM) TO NORTH
 LB0137'COUNTY ROAD 600 WEST, TURN RIGHT (NORTH) AND TRAVEL 0.2 MI (0.3 KM) TO
 LB0137'THE MONUMENT ON THE LEFT (WEST) SIDE OF THE ROAD.
 LB0137'
 LB0137'OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ9542 ***********************************************************************
 DQ9542  DESIGNATION -  U 128 RESET
 DQ9542  PID         -  DQ9542
 DQ9542  STATE/COUNTY-  IN/CASS
 DQ9542  COUNTRY     -  US
 DQ9542  USGS QUAD   -  LUCERNE (2019)
 DQ9542
 DQ9542                         *CURRENT SURVEY CONTROL
 DQ9542  ______________________________________________________________________
 DQ9542* NAD 83(2011) POSITION- 40 48 38.64426(N) 086 28 55.78728(W)   ADJUSTED
 DQ9542* NAD 83(2011) ELLIP HT-   187.046 (meters)        (11/08/18)   ADJUSTED
 DQ9542* NAD 83(2011) EPOCH   -  2010.00
 DQ9542* NAVD 88 ORTHO HEIGHT -   220.85  (meters)      724.6   (feet) RESET
 DQ9542  ______________________________________________________________________
 DQ9542  GEOID HEIGHT    -        -33.941 (meters)                     GEOID18
 DQ9542  NAD 83(2011) X  -    296,641.112 (meters)                     COMP
 DQ9542  NAD 83(2011) Y  - -4,825,386.200 (meters)                     COMP
 DQ9542  NAD 83(2011) Z  -  4,146,659.969 (meters)                     COMP
 DQ9542  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DQ9542  VERT ORDER      -  THIRD
 DQ9542
 DQ9542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9542  Standards:
 DQ9542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9542  -------------------------------------------------------------------
 DQ9542  NETWORK    0.36   0.80           0.16   0.13   0.41      0.07896017
 DQ9542  -------------------------------------------------------------------
 DQ9542  Click here for local accuracies and other accuracy information.
 DQ9542
 DQ9542.The horizontal coordinates were established by GPS observations
 DQ9542.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 DQ9542
 DQ9542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9542.been affixed to the stable North American tectonic plate. See 
 DQ9542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9542
 DQ9542.The horizontal coordinates are valid at the epoch date displayed above
 DQ9542.which is a decimal equivalence of Year/Month/Day.
 DQ9542
 DQ9542.The orthometric height was computed from unverified reset data.
 DQ9542
 DQ9542.No vertical observational check was made to the station.
 DQ9542
 DQ9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9542.GEOID18 height accuracy estimate available here.
 DQ9542
 DQ9542.Click photographs - Photos may exist for this station.
 DQ9542
 DQ9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9542
 DQ9542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9542
 DQ9542.The ellipsoidal height was determined by GPS observations
 DQ9542.and is referenced to NAD 83.
 DQ9542
 DQ9542. The following values were computed from the NAD 83(2011) position.
 DQ9542
 DQ9542;                    North         East     Units Scale Factor Converg.
 DQ9542;SPC IN E     -   617,860.607    31,194.113   MT  1.00002491   -0 31 58.8
 DQ9542;SPC IN E     - 2,027,097.67    102,342.69   sFT  1.00002491   -0 31 58.8
 DQ9542;UTM  16      - 4,517,876.138   543,675.301   MT  0.99962348   +0 20 18.4
 DQ9542
 DQ9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9542!SPC IN E     -   0.99997066  x   1.00002491  =   0.99999557
 DQ9542!UTM  16      -   0.99997066  x   0.99962348  =   0.99959415
 DQ9542
 DQ9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4367517876(NAD 83)
 DQ9542
 DQ9542                          SUPERSEDED SURVEY CONTROL
 DQ9542
 DQ9542  NAVD 88 (11/08/18)  221.0    (m)  GEOID12B model used  GPS OBS        
 DQ9542
 DQ9542.Superseded values are not recommended for survey control.
 DQ9542
 DQ9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9542.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9542
 DQ9542_MARKER: F = FLANGE-ENCASED ROD
 DQ9542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9542_STAMPING: U 128 RESET 2017
 DQ9542_MARK LOGO: NONE
 DQ9542_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9542_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9542+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DQ9542_ROD/PIPE-DEPTH: 29.3 meters
 DQ9542_SLEEVE-DEPTH  : 0.9 meters
 DQ9542
 DQ9542  HISTORY     - Date     Condition        Report By
 DQ9542  HISTORY     - 20170530 MONUMENTED       INDOT
 DQ9542
 DQ9542                          STATION DESCRIPTION
 DQ9542
 DQ9542'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CHS)
 DQ9542'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) NORTH-NORTHWEST OF
 DQ9542'CLYMERS, 6.8 MI (10.9 KM) EAST-NORTHEAST OF BURNETTSVILLE, 5.6 MI (9.1
 DQ9542'KM) SOUTHWEST OF LUCERNE AND 7.2 MI (11.6 KM) NORTHWEST OF LOGANSPORT.
 DQ9542'TO REACH FROM THE INTERSECTION OF US-24 AND US-35, TRAVEL
 DQ9542'NORTHWESTERLY 4.3 MI (6.9 KM) ON US-35 TO WEST COUNTY ROAD 300 NORTH,
 DQ9542'TURN LEFT (WEST) AND TRAVEL 1.4 MI (2.3 KM) TO NORTH COUNTY ROAD 500
 DQ9542'WEST, TURN LEFT (SOUTH) AND TRAVEL 69 FT (21.0 M) TO WEST COUNTY ROAD
 DQ9542'300 NORTH, TURN RIGHT (WEST) AND TRAVEL 0.8 MI (1.3 KM) TO THE
 DQ9542'PANHANDLE PATHWAY TRAIL.  THE MONUMENT IS LOCATED IN THE NORTHEAST
 DQ9542'QUADRANT OF THE INTERSECTION OF SAID TRAIL WITH SAID COUNTY ROAD.
 DQ9542'
 DQ9542'THE STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY EVEN WITH THE
 DQ9542'LEVEL OF THE ROAD, 57 FT (17.4 M) NORTH OF THE NORTH EDGE OF THE
 DQ9542'COUNTY ROAD, 16 FT (4.9 M) EAST OF THE EAST EDGE OF THE TRAIL, 38 FT
 DQ9542'(11.6 M) NORTH-NORTHEAST OF THE EAST SIDE OF THE TRAIL GUARD FENCE,
 DQ9542'AND 52 FT (15.8 M) NORTHEAST OF THE WEST SIDE OF THE TRAIL GUARD
 DQ9542'FENCE.
 DQ9542'
 DQ9542'NOTES--(1) ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH LOGO CAP. (2)
 DQ9542'U 128 IS NOT SCHEDULED TO BE REMOVED.  U128 RESET WAS ESTABLISHED TO
 DQ9542'FACILITATE CLEAR SKY GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1151 ***********************************************************************
 LB1151  DESIGNATION -  U 129
 LB1151  PID         -  LB1151
 LB1151  STATE/COUNTY-  IN/PULASKI
 LB1151  COUNTRY     -  US
 LB1151  USGS QUAD   -  BUFFALO (2019)
 LB1151
 LB1151                         *CURRENT SURVEY CONTROL
 LB1151  ______________________________________________________________________
 LB1151* NAD 83(1986) POSITION- 40 58 34.     (N) 086 39 31.     (W)   SCALED
 LB1151* NAVD 88 ORTHO HEIGHT -   211.840 (meters)      695.01  (feet) ADJUSTED
 LB1151  ______________________________________________________________________
 LB1151  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 LB1151  DYNAMIC HEIGHT  -        211.748 (meters)      694.71  (feet) COMP
 LB1151  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 LB1151
 LB1151  VERT ORDER      -  SECOND    CLASS 0
 LB1151
 LB1151.The horizontal coordinates were scaled from a map and have
 LB1151.an estimated accuracy of +/- 6 seconds.
 LB1151
 LB1151.The orthometric height was determined by differential leveling and
 LB1151.adjusted by the NATIONAL GEODETIC SURVEY
 LB1151.in June 1991.
 LB1151
 LB1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1151.GEOID18 height accuracy estimate available here.
 LB1151
 LB1151.Click photographs - Photos may exist for this station.
 LB1151
 LB1151.The dynamic height is computed by dividing the NAVD 88
 LB1151.geopotential number by the normal gravity value computed on the
 LB1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1151.degrees latitude (g = 980.6199 gals.).
 LB1151
 LB1151.The modeled gravity was interpolated from observed gravity values.
 LB1151
 LB1151;                    North         East    Units  Estimated Accuracy
 LB1151;SPC IN W     -   635,990.      935,750.      MT  (+/- 180 meters Scaled)
 LB1151
 LB1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL287361(NAD 83)
 LB1151
 LB1151                          SUPERSEDED SURVEY CONTROL
 LB1151
 LB1151  NGVD 29 (??/??/92)  211.945  (m)          695.36   (f) ADJ UNCH    2 0
 LB1151
 LB1151.Superseded values are not recommended for survey control.
 LB1151
 LB1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1151.See file dsdata.pdf to determine how the superseded data were derived.
 LB1151
 LB1151_MARKER: DB = BENCH MARK DISK
 LB1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1151_SP_SET: BUILDING FOUNDATION
 LB1151_STAMPING: U 129 1946
 LB1151_MARK LOGO: CGS
 LB1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1151
 LB1151  HISTORY     - Date     Condition        Report By
 LB1151  HISTORY     - 1946     MONUMENTED       CGS
 LB1151  HISTORY     - 1981     GOOD             INDNR
 LB1151
 LB1151                          STATION DESCRIPTION
 LB1151
 LB1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1151'AT PULASKI.
 LB1151'AT PULASKI, AT THE SCHOOL BUILDING, SET VERTICALLY IN THE SOUTH
 LB1151'FACE OF THE CONCRETE FOUNDATION, ABOUT MIDWAY BETWEEN THE WEST
 LB1151'DOOR SILL OF THE SOUTHEAST ENTRANCE AND THE FIRST BASEMENT
 LB1151'WINDOW WEST OF THE ENTRANCE, 7.0 FEET WEST OF THE CENTER OF THE
 LB1151'ENTRANCE AND 1.1 FOOT ABOVE THE GROUND.
 LB1151
 LB1151                          STATION RECOVERY (1981)
 LB1151
 LB1151'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB1151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0303 ***********************************************************************
 KA0303  DESIGNATION -  U 13 RESET
 KA0303  PID         -  KA0303
 KA0303  STATE/COUNTY-  IN/MORGAN
 KA0303  COUNTRY     -  US
 KA0303  USGS QUAD   -  COPE (2019)
 KA0303
 KA0303                         *CURRENT SURVEY CONTROL
 KA0303  ______________________________________________________________________
 KA0303* NAD 83(1986) POSITION- 39 28 59.     (N) 086 21 44.     (W)   SCALED
 KA0303* NAVD 88 ORTHO HEIGHT -   191.53  (meters)      628.4   (feet) RESET
 KA0303  ______________________________________________________________________
 KA0303  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 KA0303  VERT ORDER      -  THIRD
 KA0303
 KA0303.The horizontal coordinates were scaled from a map and have
 KA0303.an estimated accuracy of +/- 6 seconds.
 KA0303
 KA0303.The orthometric height was computed from unverified reset data.
 KA0303
 KA0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0303.GEOID18 height accuracy estimate available here.
 KA0303
 KA0303.Click photographs - Photos may exist for this station.
 KA0303
 KA0303;                    North         East    Units  Estimated Accuracy
 KA0303;SPC IN W     -   470,370.      962,040.      MT  (+/- 180 meters Scaled)
 KA0303
 KA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ548705(NAD 83)
 KA0303
 KA0303                          SUPERSEDED SURVEY CONTROL
 KA0303
 KA0303  NGVD 29 (08/22/16)  191.66   (m)          628.8    (f) RESET       3  
 KA0303
 KA0303.Superseded values are not recommended for survey control.
 KA0303
 KA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0303.See file dsdata.pdf to determine how the superseded data were derived.
 KA0303
 KA0303_MARKER: DV = VERTICAL CONTROL DISK
 KA0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0303_STAMPING: U 13 RESET 1974
 KA0303_MARK LOGO: NGS
 KA0303_PROJECTION: FLUSH
 KA0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0303+STABILITY: SURFACE MOTION
 KA0303
 KA0303  HISTORY     - Date     Condition        Report By
 KA0303  HISTORY     - 1974     MONUMENTED       NGS
 KA0303  HISTORY     - 1975     GOOD             NGS
 KA0303
 KA0303                          STATION DESCRIPTION
 KA0303
 KA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KA0303'6 MI NE FROM MARTINSVILLE.
 KA0303'ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM THE
 KA0303'JUNCTION OF STATE HIGHWAY 252 AT THE NORTH EDGE OF MARTINSVILLE,
 KA0303'SET IN THE TOP OF A ROUND 10 INCH CONCRETE CYLINDER ON THE WEST
 KA0303'SIDE OF HIGHWAY 37.  IT IS 69 FEET SOUTH OF A 24 INCH PINE TREE,
 KA0303'63 FEET WEST OF THE CENTERLINE OF SOUTH-BOUND TRAFFIC OF HIGHWAY
 KA0303'37, 14 FEET EAST OF A WIRE FENCE AND 1 FOOT SOUTH OF A METAL
 KA0303'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 KA0303
 KA0303                          STATION RECOVERY (1975)
 KA0303
 KA0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KA0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0723 ***********************************************************************
 ME0723  DESIGNATION -  U 130
 ME0723  PID         -  ME0723
 ME0723  STATE/COUNTY-  IN/PULASKI
 ME0723  COUNTRY     -  US
 ME0723  USGS QUAD   -  WINAMAC (2019)
 ME0723
 ME0723                         *CURRENT SURVEY CONTROL
 ME0723  ______________________________________________________________________
 ME0723* NAD 83(1986) POSITION- 41 01 12.     (N) 086 34 51.     (W)   SCALED
 ME0723* NAVD 88 ORTHO HEIGHT -   214.439 (meters)      703.54  (feet) ADJUSTED
 ME0723  ______________________________________________________________________
 ME0723  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 ME0723  DYNAMIC HEIGHT  -        214.347 (meters)      703.24  (feet) COMP
 ME0723  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 ME0723
 ME0723  VERT ORDER      -  SECOND    CLASS 0
 ME0723
 ME0723.The horizontal coordinates were scaled from a map and have
 ME0723.an estimated accuracy of +/- 6 seconds.
 ME0723
 ME0723.The orthometric height was determined by differential leveling and
 ME0723.adjusted by the NATIONAL GEODETIC SURVEY
 ME0723.in June 1991.
 ME0723
 ME0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0723.GEOID18 height accuracy estimate available here.
 ME0723
 ME0723.Click photographs - Photos may exist for this station.
 ME0723
 ME0723.The dynamic height is computed by dividing the NAVD 88
 ME0723.geopotential number by the normal gravity value computed on the
 ME0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0723.degrees latitude (g = 980.6199 gals.).
 ME0723
 ME0723.The modeled gravity was interpolated from observed gravity values.
 ME0723
 ME0723;                    North         East    Units  Estimated Accuracy
 ME0723;SPC IN W     -   640,900.      942,260.      MT  (+/- 180 meters Scaled)
 ME0723
 ME0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL352410(NAD 83)
 ME0723
 ME0723                          SUPERSEDED SURVEY CONTROL
 ME0723
 ME0723  NGVD 29 (??/??/92)  214.555  (m)          703.92   (f) ADJ UNCH    2 0
 ME0723
 ME0723.Superseded values are not recommended for survey control.
 ME0723
 ME0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0723.See file dsdata.pdf to determine how the superseded data were derived.
 ME0723
 ME0723_MARKER: DB = BENCH MARK DISK
 ME0723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0723_SP_SET: CULVERT HEADWALL
 ME0723_STAMPING: U 130 1946
 ME0723_MARK LOGO: CGS
 ME0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0723+STABILITY: SURFACE MOTION
 ME0723
 ME0723  HISTORY     - Date     Condition        Report By
 ME0723  HISTORY     - 1946     MONUMENTED       CGS
 ME0723
 ME0723                          STATION DESCRIPTION
 ME0723
 ME0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0723'2.4 MI SE FROM WINAMAC.
 ME0723'ABOUT 2.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0723'HOUSE AT WINAMAC, ABOUT 0.3 MILE SOUTHEAST OF A STEEL BRIDGE OVER
 ME0723'THE TIPPECANOE RIVER, ABOUT 0.1 MILE NORTHWEST OF THE
 ME0723'INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE
 ME0723'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A 14-INCH
 ME0723'CORRUGATED PIPE CULVERT NUMBER 23, 94 FEET EAST AND ACROSS THE
 ME0723'HIGHWAY FROM PENNSYLVANIA RAILROAD MILEPOST 220, 20 FEET
 ME0723'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FOOT NORTHWEST
 ME0723'OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT LEVEL WITH THE
 ME0723'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0733 ***********************************************************************
 ME0733  DESIGNATION -  U 131
 ME0733  PID         -  ME0733
 ME0733  STATE/COUNTY-  IN/PULASKI
 ME0733  COUNTRY     -  US
 ME0733  USGS QUAD   -  BASS LAKE (2019)
 ME0733
 ME0733                         *CURRENT SURVEY CONTROL
 ME0733  ______________________________________________________________________
 ME0733* NAD 83(1986) POSITION- 41 08 13.     (N) 086 36 09.     (W)   SCALED
 ME0733* NAVD 88 ORTHO HEIGHT -   215.493 (meters)      707.00  (feet) ADJUSTED
 ME0733  ______________________________________________________________________
 ME0733  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME0733  DYNAMIC HEIGHT  -        215.402 (meters)      706.70  (feet) COMP
 ME0733  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 ME0733
 ME0733  VERT ORDER      -  SECOND    CLASS 0
 ME0733
 ME0733.The horizontal coordinates were scaled from a map and have
 ME0733.an estimated accuracy of +/- 6 seconds.
 ME0733
 ME0733.The orthometric height was determined by differential leveling and
 ME0733.adjusted by the NATIONAL GEODETIC SURVEY
 ME0733.in June 1991.
 ME0733
 ME0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0733.GEOID18 height accuracy estimate available here.
 ME0733
 ME0733.Click photographs - Photos may exist for this station.
 ME0733
 ME0733.The dynamic height is computed by dividing the NAVD 88
 ME0733.geopotential number by the normal gravity value computed on the
 ME0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0733.degrees latitude (g = 980.6199 gals.).
 ME0733
 ME0733.The modeled gravity was interpolated from observed gravity values.
 ME0733
 ME0733;                    North         East    Units  Estimated Accuracy
 ME0733;SPC IN W     -   653,880.      940,370.      MT  (+/- 180 meters Scaled)
 ME0733
 ME0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333540(NAD 83)
 ME0733
 ME0733                          SUPERSEDED SURVEY CONTROL
 ME0733
 ME0733  NGVD 29 (??/??/92)  215.61   (m)          707.4    (f) COMPUTED    2 0
 ME0733
 ME0733.Superseded values are not recommended for survey control.
 ME0733
 ME0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0733.See file dsdata.pdf to determine how the superseded data were derived.
 ME0733
 ME0733_MARKER: DB = BENCH MARK DISK
 ME0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0733_SP_SET: BRIDGE
 ME0733_STAMPING: U 131 1936
 ME0733_MARK LOGO: CGS
 ME0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0733
 ME0733  HISTORY     - Date     Condition        Report By
 ME0733  HISTORY     - 1936     MONUMENTED       CGS
 ME0733  HISTORY     - 1946     GOOD             CGS
 ME0733  HISTORY     - 1969     GOOD             CGS
 ME0733
 ME0733                          STATION DESCRIPTION
 ME0733
 ME0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0733'AT BEARDSTOWN.
 ME0733'ABOUT 0.1 MILE NORTH OF THE CROSSING OF THE CHESAPEAKE AND
 ME0733'OHIO RAILWAY AT BEARDSTOWN, SET IN THE TOP OF THE SOUTHEAST
 ME0733'WINGWALL OF HIGHWAY BRIDGE NUMBER 35-S-5.70, 14 FEET EAST OF THE
 ME0733'CENTER LINE OF THE HIGHWAY, 0.7 FOOT EAST OF THE EAST CONCRETE
 ME0733'RAILING, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 ME0733
 ME0733                          STATION RECOVERY (1969)
 ME0733
 ME0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0734 ***********************************************************************
 ME0734  DESIGNATION -  U 131 RESET
 ME0734  PID         -  ME0734
 ME0734  STATE/COUNTY-  IN/PULASKI
 ME0734  COUNTRY     -  US
 ME0734  USGS QUAD   -  BASS LAKE (2019)
 ME0734
 ME0734                         *CURRENT SURVEY CONTROL
 ME0734  ______________________________________________________________________
 ME0734* NAD 83(1986) POSITION- 41 08 13.     (N) 086 36 09.     (W)   SCALED
 ME0734* NAVD 88 ORTHO HEIGHT -   215.69  (meters)      707.6   (feet) RESET
 ME0734  ______________________________________________________________________
 ME0734  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME0734  VERT ORDER      -  THIRD
 ME0734
 ME0734.The horizontal coordinates were scaled from a map and have
 ME0734.an estimated accuracy of +/- 6 seconds.
 ME0734
 ME0734.The orthometric height was computed from unverified reset data.
 ME0734
 ME0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0734.GEOID18 height accuracy estimate available here.
 ME0734
 ME0734.Click photographs - Photos may exist for this station.
 ME0734
 ME0734;                    North         East    Units  Estimated Accuracy
 ME0734;SPC IN W     -   653,880.      940,370.      MT  (+/- 180 meters Scaled)
 ME0734
 ME0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333540(NAD 83)
 ME0734
 ME0734                          SUPERSEDED SURVEY CONTROL
 ME0734
 ME0734  NGVD 29 (??/??/??)  215.80   (m)          708.0    (f) RESET       3  
 ME0734
 ME0734.Superseded values are not recommended for survey control.
 ME0734
 ME0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0734.See file dsdata.pdf to determine how the superseded data were derived.
 ME0734
 ME0734_MARKER: DB = BENCH MARK DISK
 ME0734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0734_SP_SET: CURB
 ME0734_STAMPING: U 131 RESET 1956
 ME0734_MARK LOGO: CGS
 ME0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0734
 ME0734  HISTORY     - Date     Condition        Report By
 ME0734  HISTORY     - 1956     MONUMENTED       INHD
 ME0734  HISTORY     - 1957     GOOD             CGS
 ME0734  HISTORY     - 1969     GOOD             CGS
 ME0734
 ME0734                          STATION DESCRIPTION
 ME0734
 ME0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 ME0734'AT BEARDSTOWN.
 ME0734'0.1 MILE NORTH OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 ME0734'RAILWAY AT BEARDSTOWN, SET IN THE TOP OF THE WEST CURB AT THE
 ME0734'SOUTH END OF HIGHWAY BRIDGE NO. 35-S-5.70 AND 20 FEET WEST OF THE
 ME0734'CENTERLINE OF THE HIGHWAY.
 ME0734
 ME0734                          STATION RECOVERY (1969)
 ME0734
 ME0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0647 ***********************************************************************
 ME0647  DESIGNATION -  U 132
 ME0647  PID         -  ME0647
 ME0647  STATE/COUNTY-  IN/STARKE
 ME0647  COUNTRY     -  US
 ME0647  USGS QUAD   -  BASS LAKE (2019)
 ME0647
 ME0647                         *CURRENT SURVEY CONTROL
 ME0647  ______________________________________________________________________
 ME0647* NAD 83(1986) POSITION- 41 12 45.     (N) 086 35 11.     (W)   SCALED
 ME0647* NAVD 88 ORTHO HEIGHT -   219.162 (meters)      719.03  (feet) ADJUSTED
 ME0647  ______________________________________________________________________
 ME0647  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME0647  DYNAMIC HEIGHT  -        219.070 (meters)      718.73  (feet) COMP
 ME0647  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 ME0647
 ME0647  VERT ORDER      -  SECOND    CLASS 0
 ME0647
 ME0647.The horizontal coordinates were scaled from a map and have
 ME0647.an estimated accuracy of +/- 6 seconds.
 ME0647
 ME0647.The orthometric height was determined by differential leveling and
 ME0647.adjusted by the NATIONAL GEODETIC SURVEY
 ME0647.in June 1991.
 ME0647
 ME0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0647.GEOID18 height accuracy estimate available here.
 ME0647
 ME0647.Click photographs - Photos may exist for this station.
 ME0647
 ME0647.The dynamic height is computed by dividing the NAVD 88
 ME0647.geopotential number by the normal gravity value computed on the
 ME0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0647.degrees latitude (g = 980.6199 gals.).
 ME0647
 ME0647.The modeled gravity was interpolated from observed gravity values.
 ME0647
 ME0647;                    North         East    Units  Estimated Accuracy
 ME0647;SPC IN W     -   662,280.      941,680.      MT  (+/- 180 meters Scaled)
 ME0647
 ME0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL346624(NAD 83)
 ME0647
 ME0647                          SUPERSEDED SURVEY CONTROL
 ME0647
 ME0647  NGVD 29 (??/??/92)  219.276  (m)          719.41   (f) ADJ UNCH    2 0
 ME0647
 ME0647.Superseded values are not recommended for survey control.
 ME0647
 ME0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0647.See file dsdata.pdf to determine how the superseded data were derived.
 ME0647
 ME0647_MARKER: DB = BENCH MARK DISK
 ME0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0647_STAMPING: U 132 1946
 ME0647_MARK LOGO: CGS
 ME0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0647+STABILITY: SURFACE MOTION
 ME0647
 ME0647  HISTORY     - Date     Condition        Report By
 ME0647  HISTORY     - 1946     MONUMENTED       CGS
 ME0647  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0647  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0647
 ME0647                          STATION DESCRIPTION
 ME0647
 ME0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0647'0.9 MI E FROM BASS LAKE.
 ME0647'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0647'WITH U.S. HIGHWAY 35 AT BASS LAKE, ACROSS THE HIGHWAY FROM THE
 ME0647'ENTRANCE TO FERRETTIS BEACH, 31 FEET SOUTHEAST OF THE CENTER LINE
 ME0647'OF THE HIGHWAY, 31 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY
 ME0647'TO FERRETTIS RESORT HOTEL, 30 FEET NORTHEAST OF A 24-INCH OAK
 ME0647'TREE IN THE CENTER OF THE FORKS OF THE DRIVEWAY, 25 FEET SOUTHWEST
 ME0647'OF AN 18-INCH LOCUST TREE, 1 FOOT WEST OF A FENCE LINE, 13.5 FEET
 ME0647'SOUTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT LOWER THAN ROAD
 ME0647'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0647'INCHES.
 ME0647
 ME0647                          STATION RECOVERY (1988)
 ME0647
 ME0647'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0647'MARK NOT FOUND.
 ME0647
 ME0647                          STATION RECOVERY (1989)
 ME0647
 ME0647'RECOVERY NOTE BY US POWER SQUADRON 1989 (AHM)
 ME0647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0637 ***********************************************************************
 ME0637  DESIGNATION -  U 133
 ME0637  PID         -  ME0637
 ME0637  STATE/COUNTY-  IN/STARKE
 ME0637  COUNTRY     -  US
 ME0637  USGS QUAD   -  BASS LAKE (2019)
 ME0637
 ME0637                         *CURRENT SURVEY CONTROL
 ME0637  ______________________________________________________________________
 ME0637* NAD 83(1986) POSITION- 41 14 38.30   (N) 086 31 27.84   (W)   HD_HELD1
 ME0637* NAVD 88 ORTHO HEIGHT -   220.614 (meters)      723.80  (feet) ADJUSTED
 ME0637  ______________________________________________________________________
 ME0637  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 ME0637  DYNAMIC HEIGHT  -        220.523 (meters)      723.50  (feet) COMP
 ME0637  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 ME0637
 ME0637  VERT ORDER      -  SECOND    CLASS 0
 ME0637
 ME0637.The horizontal coordinates were determined by differentially corrected
 ME0637.hand held GPS observations or other comparable positioning techniques
 ME0637.and have an estimated accuracy of +/- 3 meters.
 ME0637
 ME0637.The orthometric height was determined by differential leveling and
 ME0637.adjusted by the NATIONAL GEODETIC SURVEY
 ME0637.in June 1991.
 ME0637
 ME0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0637.GEOID18 height accuracy estimate available here.
 ME0637
 ME0637.Click photographs - Photos may exist for this station.
 ME0637
 ME0637.The dynamic height is computed by dividing the NAVD 88
 ME0637.geopotential number by the normal gravity value computed on the
 ME0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0637.degrees latitude (g = 980.6199 gals.).
 ME0637
 ME0637.The modeled gravity was interpolated from observed gravity values.
 ME0637
 ME0637;                    North         East    Units  Estimated Accuracy
 ME0637;SPC IN W     -   665,802.6     946,850.7     MT  (+/- 3 meters HH1 GPS) 
 ME0637
 ME0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3985065949(NAD 83)
 ME0637
 ME0637                          SUPERSEDED SURVEY CONTROL
 ME0637
 ME0637  NGVD 29 (??/??/92)  220.734  (m)          724.19   (f) ADJ UNCH    2 0
 ME0637
 ME0637.Superseded values are not recommended for survey control.
 ME0637
 ME0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0637.See file dsdata.pdf to determine how the superseded data were derived.
 ME0637
 ME0637_MARKER: DB = BENCH MARK DISK
 ME0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0637_STAMPING: U 133 1946
 ME0637_MARK LOGO: CGS
 ME0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0637+STABILITY: SURFACE MOTION
 ME0637
 ME0637  HISTORY     - Date     Condition        Report By
 ME0637  HISTORY     - 1946     MONUMENTED       CGS
 ME0637  HISTORY     - 1988     GOOD             USPSQD
 ME0637  HISTORY     - 1989     GOOD             USPSQD
 ME0637  HISTORY     - 20110624 GOOD             GEOCAC
 ME0637
 ME0637                          STATION DESCRIPTION
 ME0637
 ME0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0637'2 MI S FROM OBER.
 ME0637'ABOUT 2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE SCHOOL
 ME0637'BUILDING AT OBER, IN THE SOUTHEAST QUARTER OF AN EAST-WEST GRAVEL
 ME0637'ROAD INTERSECTION, 46 FEET SOUTH OF THE CENTER LINE OF THE
 ME0637'EAST-WEST ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 ME0637'NORTH-SOUTH ROAD, 30 FEET SOUTHWEST OF A POWER POLE WITH A
 ME0637'TRANSFORMER, 11 FEET SOUTHEAST OF A MAILBOX, 1 FOOT WEST OF A
 ME0637'FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE
 ME0637'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME0637
 ME0637                          STATION RECOVERY (1988)
 ME0637
 ME0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0637'RECOVERED IN GOOD CONDITION.
 ME0637
 ME0637                          STATION RECOVERY (1989)
 ME0637
 ME0637'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGP)
 ME0637'RECOVERED IN GOOD CONDITION.
 ME0637
 ME0637                          STATION RECOVERY (2011)
 ME0637
 ME0637'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1276 ***********************************************************************
 MD1276  HT_MOD      -  This is a Height Modernization Survey Station.
 MD1276  DESIGNATION -  U 134
 MD1276  PID         -  MD1276
 MD1276  STATE/COUNTY-  IN/KOSCIUSKO
 MD1276  COUNTRY     -  US
 MD1276  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1276
 MD1276                         *CURRENT SURVEY CONTROL
 MD1276  ______________________________________________________________________
 MD1276* NAD 83(2011) POSITION- 41 06 57.59975(N) 085 49 00.98071(W)   ADJUSTED
 MD1276* NAD 83(2011) ELLIP HT-   250.952 (meters)        (09/21/23)   ADJUSTED
 MD1276* NAD 83(2011) EPOCH   -  2010.00
 MD1276* NAVD 88 ORTHO HEIGHT -   284.63  (meters)      933.8   (feet) GPS OBS
 MD1276  ______________________________________________________________________
 MD1276  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 MD1276  NAD 83(2011) X  -    351,026.619 (meters)                     COMP
 MD1276  NAD 83(2011) Y  - -4,799,499.040 (meters)                     COMP
 MD1276  NAD 83(2011) Z  -  4,172,302.113 (meters)                     COMP
 MD1276  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 MD1276
 MD1276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1276  Standards:
 MD1276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1276  -------------------------------------------------------------------
 MD1276  NETWORK    0.49   0.94           0.21   0.19   0.48      0.01793498
 MD1276  -------------------------------------------------------------------
 MD1276  Click here for local accuracies and other accuracy information.
 MD1276
 MD1276.The horizontal coordinates were established by GPS observations
 MD1276.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 MD1276
 MD1276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1276.been affixed to the stable North American tectonic plate. See 
 MD1276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1276
 MD1276.The horizontal coordinates are valid at the epoch date displayed above
 MD1276.which is a decimal equivalence of Year/Month/Day.
 MD1276
 MD1276.The orthometric height was determined by GPS observations and a
 MD1276.high-resolution geoid model using precise GPS observation and
 MD1276.processing techniques.
 MD1276
 MD1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1276.GEOID18 height accuracy estimate available here.
 MD1276
 MD1276.Click photographs - Photos may exist for this station.
 MD1276
 MD1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1276
 MD1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1276
 MD1276.The ellipsoidal height was determined by GPS observations
 MD1276.and is referenced to NAD 83.
 MD1276
 MD1276. The following values were computed from the NAD 83(2011) position.
 MD1276
 MD1276;                    North         East     Units Scale Factor Converg.
 MD1276;SPC IN E     -   651,451.026    87,379.413   MT  0.99996863   -0 05 55.7
 MD1276;SPC IN E     - 2,137,302.24    286,677.29   sFT  0.99996863   -0 05 55.7
 MD1276;UTM  16      - 4,552,308.645   599,323.559   MT  0.99972141   +0 46 40.9
 MD1276
 MD1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1276!SPC IN E     -   0.99996064  x   0.99996863  =   0.99992927
 MD1276!UTM  16      -   0.99996064  x   0.99972141  =   0.99968206
 MD1276
 MD1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9932352308(NAD 83)
 MD1276
 MD1276                          SUPERSEDED SURVEY CONTROL
 MD1276
 MD1276  NAVD 88 (06/15/91)  284.700  (m)          934.05   (f) ADJUSTED    2 0
 MD1276  NGVD 29 (??/??/92)  284.828  (m)          934.47   (f) ADJ UNCH    2 0
 MD1276
 MD1276.Superseded values are not recommended for survey control.
 MD1276
 MD1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1276.See file dsdata.pdf to determine how the superseded data were derived.
 MD1276
 MD1276_MARKER: DB = BENCH MARK DISK
 MD1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1276_STAMPING: U 134 1946
 MD1276_MARK LOGO: CGS
 MD1276_PROJECTION: FLUSH
 MD1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1276+STABILITY: SURFACE MOTION
 MD1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1276+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2018
 MD1276
 MD1276  HISTORY     - Date     Condition        Report By
 MD1276  HISTORY     - 1946     MONUMENTED       CGS
 MD1276  HISTORY     - 1990     GOOD             USPSQD
 MD1276  HISTORY     - 20180131 GOOD             INDOT
 MD1276
 MD1276                          STATION DESCRIPTION
 MD1276
 MD1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1276'1 MI W FROM PACKERTON.
 MD1276'1.0 MILE WEST ALONG A PAVED ROAD FROM THE CROSS ROADS AT PACKERTON,
 MD1276'IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH A NORTH-SOUTH
 MD1276'GRAVEL ROAD, 128 FEET WEST OF THE CENTER OF THE INTERSECTION,
 MD1276'77 FEET NORTHWEST AND ACROSS THE EAST-WEST ROAD FROM THE NORTHWEST
 MD1276'CORNER OF A WHITE FARM HOUSE, 18 FEET NORTH OF THE CENTER LINE
 MD1276'OF THE EAST-WEST ROAD, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 MD1276'FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 MD1276'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1276
 MD1276                          STATION RECOVERY (1990)
 MD1276
 MD1276'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1276'RECOVERED IN GOOD CONDITION.
 MD1276
 MD1276                          STATION RECOVERY (2018)
 MD1276
 MD1276'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1276'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF NORTH
 MD1276'MANCHESTER, 8.2 MI (13.2 KM) SOUTHWEST OF PIERCETON AND 4.9 MI (7.9
 MD1276'KM) NORTHEAST OF SILVER LAKE.
 MD1276'
 MD1276'TO REACH FROM THE INTERSECTION OF STATE ROAD 13 AND STATE ROAD 14 (AKA
 MD1276'COUNTY ROAD EAST 1100 SOUTH), TRAVEL WEST ALONG SAID STATE ROAD 14 FOR
 MD1276'3.81 MI (6.13 KM) TO COUNTY ROAD SOUTH 100 EAST.  TURN RIGHT (NORTH)
 MD1276'AND TRAVEL 2.99 MI (4.81 KM) TO COUNTY ROAD EAST 800 SOUTH.  TURN LEFT
 MD1276'(WEST) AND TRAVEL 125 FT (38.1 M) TO THE MONUMENT ON THE RIGHT (NORTH)
 MD1276'SIDE OF THE ROAD.
 MD1276'
 MD1276'THE MONUMENT IS 8 INCHES (20 CM) WEST OF THE SIXTH FENCE POST FROM THE
 MD1276'EAST CORNER OF THE FENCE, 4 INCHES (10 CM) NORTH OF THE WIRE FENCE AND
 MD1276'APPROXIMATELY 6 INCHES (15 CM) BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1301 ***********************************************************************
 MD1301  DESIGNATION -  U 135
 MD1301  PID         -  MD1301
 MD1301  STATE/COUNTY-  IN/WHITLEY
 MD1301  COUNTRY     -  US
 MD1301  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1301
 MD1301                         *CURRENT SURVEY CONTROL
 MD1301  ______________________________________________________________________
 MD1301* NAD 83(1997) POSITION- 41 00 09.23442(N) 085 37 28.66937(W)   ADJUSTED
 MD1301* NAVD 88 ORTHO HEIGHT -   275.134 (meters)      902.67  (feet) ADJUSTED
 MD1301  ______________________________________________________________________
 MD1301  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 MD1301  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 MD1301  DYNAMIC HEIGHT  -        275.007 (meters)      902.25  (feet) COMP
 MD1301  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 MD1301
 MD1301  HORZ ORDER      -  SECOND
 MD1301  VERT ORDER      -  SECOND    CLASS 0
 MD1301
 MD1301.The horizontal coordinates were established by classical geodetic methods
 MD1301.and adjusted by the National Geodetic Survey in May 1999.
 MD1301
 MD1301.The orthometric height was determined by differential leveling and
 MD1301.adjusted by the NATIONAL GEODETIC SURVEY
 MD1301.in June 1991.
 MD1301
 MD1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1301.GEOID18 height accuracy estimate available here.
 MD1301
 MD1301.Click photographs - Photos may exist for this station.
 MD1301
 MD1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1301
 MD1301.The dynamic height is computed by dividing the NAVD 88
 MD1301.geopotential number by the normal gravity value computed on the
 MD1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1301.degrees latitude (g = 980.6199 gals.).
 MD1301
 MD1301.The modeled gravity was interpolated from observed gravity values.
 MD1301
 MD1301. The following values were computed from the NAD 83(1997) position.
 MD1301
 MD1301;                    North         East     Units Scale Factor Converg.
 MD1301;SPC IN E     -   638,843.904   103,536.476   MT  0.99996682   +0 01 39.3
 MD1301;SPC IN E     - 2,095,940.38    339,685.92   sFT  0.99996682   +0 01 39.3
 MD1301;UTM  16      - 4,539,952.753   615,667.775   MT  0.99976467   +0 54 08.9
 MD1301
 MD1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1301!SPC IN E     -   0.99996214  x   0.99996682  =   0.99992896
 MD1301!UTM  16      -   0.99996214  x   0.99976467  =   0.99972682
 MD1301
 MD1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1566739952(NAD 83)
 MD1301
 MD1301                          SUPERSEDED SURVEY CONTROL
 MD1301
 MD1301  NAD 83(1995)-  41 00 09.23717(N)    085 37 28.67931(W) AD(       ) 2
 MD1301  NAD 83(1986)-  41 00 09.23781(N)    085 37 28.68115(W) AD(       ) 2
 MD1301  NAD 27      -  41 00 09.07290(N)    085 37 28.74820(W) AD(       ) 2
 MD1301  NGVD 29 (??/??/92)  275.261  (m)          903.09   (f) ADJ UNCH    2 0
 MD1301  NGVD 29             275.26   (m)          903.1    (f) LEVELING    3  
 MD1301
 MD1301.Superseded values are not recommended for survey control.
 MD1301
 MD1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1301.See file dsdata.pdf to determine how the superseded data were derived.
 MD1301
 MD1301_MARKER: DB = BENCH MARK DISK
 MD1301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1301_SP_SET: CULVERT HEADWALL
 MD1301_STAMPING: U 135 1946
 MD1301_MARK LOGO: CGS
 MD1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1301+STABILITY: SURFACE MOTION
 MD1301
 MD1301  HISTORY     - Date     Condition        Report By
 MD1301  HISTORY     - 1947     MONUMENTED       CGS
 MD1301  HISTORY     - 1960     GOOD             CGS
 MD1301  HISTORY     - 1961     GOOD             CGS
 MD1301  HISTORY     - 1966     GOOD             CGS
 MD1301  HISTORY     - 1990     GOOD             USPSQD
 MD1301
 MD1301                          STATION DESCRIPTION
 MD1301
 MD1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1301'THIS IS A TRAVERSE STATION.
 MD1301'
 MD1301'STATION IS LOCATED ABOUT 8 MILES EAST OF NORTH MANCHESTER AND 5 MILES
 MD1301'SOUTH OF SOUTH WHITLEY
 MD1301'ON THE NORTHWEST CORNER OF STATE HIGHWAYS 105 AND 114.  IT IS IN THE
 MD1301'TOP OF A CONCRETE CULVERT 38 FEET
 MD1301'NORTH OF THE CENTER OF HIGHWAY 114.  A TRAVERSE CONNECTION
 MD1301'IS MADE FROM TRIANGULATION STATION BRACKEN AND
 MD1301'THE DISTANCE WAS FOUND TO BE 49.33 FEET
 MD1301'15.036 METERS.)
 MD1301'
 MD1301'THE MARK IS A STANDARD USC AND GS BM DISK SET IN A DRILL HOLE IN THE
 MD1301'TOP OF A CONCRETE CULVERT AND
 MD1301'STAMPED U 135 1946.
 MD1301
 MD1301                          STATION RECOVERY (1960)
 MD1301
 MD1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1301'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 MD1301'EXCEPT THAT IT WAS MEASURED AS
 MD1301'28 FEET (INSTEAD OF 38) N OF CENTER LINE OF NO. 114 HWY., 0.4 FOOT
 MD1301'LOWER THAN SAME.  IT IS 71 FEET W OF
 MD1301'CENTER LINE OF NO. 105 INDIANA HIGHWAY.
 MD1301
 MD1301                          STATION RECOVERY (1961)
 MD1301
 MD1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MD1301'2.7 MI W FROM LUTHER.
 MD1301'ABOUT 2.7 MILES W ALONG NO. 114 INDIANA HIGHWAY FROM ITS
 MD1301'INTERSECTION WITH NO. 5 INDIANA HWY. AT LUTHER, IN NW ANGLE OF
 MD1301'INTERSECTION WITH NO. 105 IND. HWY., 1.0 MILES N OF THE
 MD1301'CROSSROADS AT VILLAGE OF BRACKEN, 70-1/2 FEET W OF CENTER LINE
 MD1301'OF THE N-S HWY., 28 FEET N OF CENTER LINE OF THE E-W HWY., 0.4
 MD1301'FOOT LOWER THAN SAME, SET IN A DRILL HOLE 1.2 FEET E OF W END
 MD1301'OF THE HEADWALL OF A 15-INCH METAL PIPE CULVERT UNDER THE E-W
 MD1301'HWY.
 MD1301
 MD1301                          STATION RECOVERY (1966)
 MD1301
 MD1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD1301'RECOVERED IN GOOD CONDITION.
 MD1301
 MD1301                          STATION RECOVERY (1990)
 MD1301
 MD1301'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJU)
 MD1301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1176 ***********************************************************************
 ME1176  DESIGNATION -  U 136
 ME1176  PID         -  ME1176
 ME1176  STATE/COUNTY-  IN/LAKE
 ME1176  COUNTRY     -  US
 ME1176  USGS QUAD   -  CROWN POINT (2019)
 ME1176
 ME1176                         *CURRENT SURVEY CONTROL
 ME1176  ______________________________________________________________________
 ME1176* NAD 83(1986) POSITION- 41 23 28.18   (N) 087 21 17.69   (W)   HD_HELD1
 ME1176* NAVD 88 ORTHO HEIGHT -   233.494 (meters)      766.05  (feet) ADJUSTED
 ME1176  ______________________________________________________________________
 ME1176  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME1176  DYNAMIC HEIGHT  -        233.399 (meters)      765.74  (feet) COMP
 ME1176  MODELED GRAVITY -    980,209.8   (mgal)                       NAVD 88
 ME1176
 ME1176  VERT ORDER      -  SECOND    CLASS 0
 ME1176
 ME1176.The horizontal coordinates were determined by differentially corrected
 ME1176.hand held GPS observations or other comparable positioning techniques
 ME1176.and have an estimated accuracy of +/- 3 meters.
 ME1176
 ME1176.The orthometric height was determined by differential leveling and
 ME1176.adjusted by the NATIONAL GEODETIC SURVEY
 ME1176.in June 1991.
 ME1176
 ME1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1176.GEOID18 height accuracy estimate available here.
 ME1176
 ME1176.Click photographs - Photos may exist for this station.
 ME1176
 ME1176.The dynamic height is computed by dividing the NAVD 88
 ME1176.geopotential number by the normal gravity value computed on the
 ME1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1176.degrees latitude (g = 980.6199 gals.).
 ME1176
 ME1176.The modeled gravity was interpolated from observed gravity values.
 ME1176
 ME1176;                    North         East    Units  Estimated Accuracy
 ME1176;SPC IN W     -   682,033.8     877,286.9     MT  (+/- 3 meters HH1 GPS) 
 ME1176
 ME1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7032882241(NAD 83)
 ME1176
 ME1176                          SUPERSEDED SURVEY CONTROL
 ME1176
 ME1176  NGVD 29 (??/??/92)  233.580  (m)          766.34   (f) ADJ UNCH    2 0
 ME1176
 ME1176.Superseded values are not recommended for survey control.
 ME1176
 ME1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1176.See file dsdata.pdf to determine how the superseded data were derived.
 ME1176
 ME1176_MARKER: DB = BENCH MARK DISK
 ME1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1176_STAMPING: U 136 1946
 ME1176_MARK LOGO: CGS
 ME1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1176+STABILITY: SURFACE MOTION
 ME1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1176+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2016
 ME1176
 ME1176  HISTORY     - Date     Condition        Report By
 ME1176  HISTORY     - 1946     MONUMENTED       CGS
 ME1176  HISTORY     - 1968     GOOD             CGS
 ME1176  HISTORY     - 20070703 GOOD             INDIV
 ME1176  HISTORY     - 20161228 GOOD             INDOT
 ME1176
 ME1176                          STATION DESCRIPTION
 ME1176
 ME1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1176'2.2 MI SE FROM CROWN POINT.
 ME1176'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COURT
 ME1176'HOUSE AT CROWN POINT, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 ME1176'WEST, SET AT THE SOUTHEAST CORNER OF A GROVE OF OAK TREES, 48
 ME1176'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF
 ME1176'THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET NORTHWEST OF THE
 ME1176'NORTH END OF A 12 INCH CORRUGATED PIPE CULVERT UNDER THE ROAD
 ME1176'WEST, 2 FEET NORTH OF POWER POLE NO. 363/701, 1 FOOT EAST OF A
 ME1176'CORNER FENCE POST, 1 FOOT NORTHEAST OF A HIGHWAY R/W MARKER
 ME1176'POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 ME1176'ABOVE THE CENTER OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ME1176'POST PROJECTING 6 INCHES.  2 FEET NORTH OF POWER POLE 387-906,
 ME1176'1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A
 ME1176'CONCRETE RIGHT-OF-WAY POST, AND THE ROAD WEST IS NOW PAVED.
 ME1176
 ME1176                          STATION RECOVERY (1968)
 ME1176
 ME1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1176'RECOVERED IN GOOD CONDITION.
 ME1176
 ME1176                          STATION RECOVERY (2007)
 ME1176
 ME1176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SRK)
 ME1176'RECOVERED IN GOOD CONDITION.
 ME1176
 ME1176                          STATION RECOVERY (2016)
 ME1176
 ME1176'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016
 ME1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1263 ***********************************************************************
 ME1263  DESIGNATION -  U 138
 ME1263  PID         -  ME1263
 ME1263  STATE/COUNTY-  IN/LAKE
 ME1263  COUNTRY     -  US
 ME1263  USGS QUAD   -  LOWELL (2019)
 ME1263
 ME1263                         *CURRENT SURVEY CONTROL
 ME1263  ______________________________________________________________________
 ME1263* NAD 83(1986) POSITION- 41 17 23.     (N) 087 26 16.     (W)   SCALED
 ME1263* NAVD 88 ORTHO HEIGHT -   215.750 (meters)      707.84  (feet) ADJUSTED
 ME1263  ______________________________________________________________________
 ME1263  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 ME1263  DYNAMIC HEIGHT  -        215.661 (meters)      707.55  (feet) COMP
 ME1263  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 ME1263
 ME1263  VERT ORDER      -  SECOND    CLASS 0
 ME1263
 ME1263.The horizontal coordinates were scaled from a map and have
 ME1263.an estimated accuracy of +/- 6 seconds.
 ME1263
 ME1263.The orthometric height was determined by differential leveling and
 ME1263.adjusted by the NATIONAL GEODETIC SURVEY
 ME1263.in June 1991.
 ME1263
 ME1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1263.GEOID18 height accuracy estimate available here.
 ME1263
 ME1263.Click photographs - Photos may exist for this station.
 ME1263
 ME1263.The dynamic height is computed by dividing the NAVD 88
 ME1263.geopotential number by the normal gravity value computed on the
 ME1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1263.degrees latitude (g = 980.6199 gals.).
 ME1263
 ME1263.The modeled gravity was interpolated from observed gravity values.
 ME1263
 ME1263;                    North         East    Units  Estimated Accuracy
 ME1263;SPC IN W     -   670,790.      870,310.      MT  (+/- 180 meters Scaled)
 ME1263
 ME1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL633710(NAD 83)
 ME1263
 ME1263                          SUPERSEDED SURVEY CONTROL
 ME1263
 ME1263  NGVD 29 (??/??/92)  215.836  (m)          708.12   (f) ADJ UNCH    2 0
 ME1263
 ME1263.Superseded values are not recommended for survey control.
 ME1263
 ME1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1263.See file dsdata.pdf to determine how the superseded data were derived.
 ME1263
 ME1263_MARKER: DB = BENCH MARK DISK
 ME1263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1263_SP_SET: CULVERT HEADWALL
 ME1263_STAMPING: U 138 1946
 ME1263_MARK LOGO: CGS
 ME1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1263+STABILITY: SURFACE MOTION
 ME1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1263+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 ME1263
 ME1263  HISTORY     - Date     Condition        Report By
 ME1263  HISTORY     - 1946     MONUMENTED       CGS
 ME1263  HISTORY     - 20060327 GOOD             INDIV
 ME1263  HISTORY     - 20070414 GOOD             GEOCAC
 ME1263  HISTORY     - 20090604 GOOD             ACCU
 ME1263
 ME1263                          STATION DESCRIPTION
 ME1263
 ME1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1263'1 MI W FROM LOWELL.
 ME1263'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 2 FROM THE METHODIST
 ME1263'CHURCH AT LOWELL, ABOUT 1.1 MILES EAST FROM THE NEW YORK CENTRAL
 ME1263'RAILROAD STATION AT NORTH HAYDEN, ABOUT 0.15 MILE WEST OF A
 ME1263'LARGE CONCRETE SILO ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE
 ME1263'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF AN 18
 ME1263'INCH CONCRETE PIPE CULVERT, 18 FEET SOUTH OF THE CENTER LINE OF
 ME1263'THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL, ABOUT
 ME1263'1 FOOT BELOW THE HIGHWAY, AND SET IN A DRILL HOLE.
 ME1263
 ME1263                          STATION RECOVERY (2006)
 ME1263
 ME1263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SRK)
 ME1263'RECOVERED IN GOOD CONDITION.
 ME1263
 ME1263                          STATION RECOVERY (2007)
 ME1263
 ME1263'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1263'RECOVERED IN GOOD CONDITION.
 ME1263
 ME1263                          STATION RECOVERY (2009)
 ME1263
 ME1263'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2009 (WC)
 ME1263'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0976 ***********************************************************************
 ME0976  DESIGNATION -  U 139
 ME0976  PID         -  ME0976
 ME0976  STATE/COUNTY-  IN/LAKE
 ME0976  COUNTRY     -  US
 ME0976  USGS QUAD   -  GARY (2019)
 ME0976
 ME0976                         *CURRENT SURVEY CONTROL
 ME0976  ______________________________________________________________________
 ME0976* NAD 83(1986) POSITION- 41 32 12.     (N) 087 15 18.     (W)   SCALED
 ME0976* NAVD 88 ORTHO HEIGHT -   187.311 (meters)      614.54  (feet) ADJUSTED
 ME0976  ______________________________________________________________________
 ME0976  GEOID HEIGHT    -        -33.654 (meters)                     GEOID18
 ME0976  DYNAMIC HEIGHT  -        187.239 (meters)      614.30  (feet) COMP
 ME0976  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 ME0976
 ME0976  VERT ORDER      -  FIRST     CLASS I
 ME0976
 ME0976.The horizontal coordinates were scaled from a map and have
 ME0976.an estimated accuracy of +/- 6 seconds.
 ME0976
 ME0976.The orthometric height was determined by differential leveling and
 ME0976.adjusted by the NATIONAL GEODETIC SURVEY
 ME0976.in April 1995.
 ME0976
 ME0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0976.GEOID18 height accuracy estimate available here.
 ME0976
 ME0976.Click photographs - Photos may exist for this station.
 ME0976
 ME0976.The dynamic height is computed by dividing the NAVD 88
 ME0976.geopotential number by the normal gravity value computed on the
 ME0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0976.degrees latitude (g = 980.6199 gals.).
 ME0976
 ME0976.The modeled gravity was interpolated from observed gravity values.
 ME0976
 ME0976;                    North         East    Units  Estimated Accuracy
 ME0976;SPC IN W     -   698,170.      885,680.      MT  (+/- 180 meters Scaled)
 ME0976
 ME0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL787983(NAD 83)
 ME0976
 ME0976                          SUPERSEDED SURVEY CONTROL
 ME0976
 ME0976  NAVD 88 (06/15/91)  187.305  (m)          614.52   (f) SUPERSEDED  1 1
 ME0976  NGVD 29 (01/19/93)  187.405  (m)          614.84   (f) ADJUSTED    1 1
 ME0976  NGVD 29 (??/??/92)  187.397  (m)          614.82   (f) SUPERSEDED  1 1
 ME0976
 ME0976.Superseded values are not recommended for survey control.
 ME0976
 ME0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0976.See file dsdata.pdf to determine how the superseded data were derived.
 ME0976
 ME0976_MARKER: DB = BENCH MARK DISK
 ME0976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0976_SP_SET: HEADWALL
 ME0976_STAMPING: U 139 1946
 ME0976_MARK LOGO: CGS
 ME0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0976+STABILITY: SURFACE MOTION
 ME0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0976+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 ME0976
 ME0976  HISTORY     - Date     Condition        Report By
 ME0976  HISTORY     - 1946     MONUMENTED       CGS
 ME0976  HISTORY     - 1968     GOOD             CGS
 ME0976  HISTORY     - 19920906 GOOD             NGS
 ME0976  HISTORY     - 20080417 GOOD             INDIV
 ME0976  HISTORY     - 20100205 POOR             LFA
 ME0976  HISTORY     - 20110928 POOR             INDNR
 ME0976
 ME0976                          STATION DESCRIPTION
 ME0976
 ME0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0976'0.4 MI NW FROM HOBART.
 ME0976'ABOUT 0.45 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0976'THE STATION AT HOBART, 75 YARDS SOUTHEAST OF MILEPOST 435, SET
 ME0976'ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 ME0976'WALL FOR A LARGE ARCHED CULVERT OVER DEEP RIVER, 15 FEET
 ME0976'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK AND 3 FEET
 ME0976'BELOW THE LEVEL OF THE TRACK.
 ME0976
 ME0976                          STATION RECOVERY (1992)
 ME0976
 ME0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0976'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0976'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0976'THENCE 0.2 KM (0.10 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, IN
 ME0976'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 ME0976'SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 4.8 M (15.7 FT) SOUTHWEST
 ME0976'OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK.
 ME0976
 ME0976                          STATION RECOVERY (2008)
 ME0976
 ME0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SRK)
 ME0976'RECOVERED AS DESCRIBED.
 ME0976
 ME0976                          STATION RECOVERY (2010)
 ME0976
 ME0976'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0976'MARK  APPEARS TO HAVE BEEN RESET DURING RR BRIDGE REHABILITATION
 ME0976'THEREBY ALTERING THE ELEVATION.
 ME0976
 ME0976                          STATION RECOVERY (2011)
 ME0976
 ME0976'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 ME0976'LEVELING BY THE INDIANA DEPARTMENT OF NATURAL RESOURCES CONFIRMS THE
 ME0976'SUSPICION FROM THE 2010 RECOVERY BY LFA THAT THE MARK HAS BEEN RESET.
 ME0976'
 ME0976'THE ELEVATION OF THE MARK WAS DETERMINED TO BE 616.04 FT (187.8 M)
 ME0976'NAVD 1988 616.35 FT (187.9 M) NGVD 1929  THE MARK WAS RESET IN THE
 ME0976'SAME POSITION SO THE DISTANCES IN THE 1992 DESCRIPTION STILL APPLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0683 ***********************************************************************
 MD0683  DESIGNATION -  U 14
 MD0683  PID         -  MD0683
 MD0683  STATE/COUNTY-  IN/WHITLEY
 MD0683  COUNTRY     -  US
 MD0683  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0683
 MD0683                         *CURRENT SURVEY CONTROL
 MD0683  ______________________________________________________________________
 MD0683* NAD 83(1986) POSITION- 41 09 06.     (N) 085 29 46.     (W)   SCALED
 MD0683* NAVD 88 ORTHO HEIGHT -   256.835 (meters)      842.63  (feet) ADJUSTED
 MD0683  ______________________________________________________________________
 MD0683  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 MD0683  DYNAMIC HEIGHT  -        256.735 (meters)      842.30  (feet) COMP
 MD0683  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 MD0683
 MD0683  VERT ORDER      -  FIRST     CLASS II
 MD0683
 MD0683.The horizontal coordinates were scaled from a map and have
 MD0683.an estimated accuracy of +/- 6 seconds.
 MD0683
 MD0683.The orthometric height was determined by differential leveling and
 MD0683.adjusted by the NATIONAL GEODETIC SURVEY
 MD0683.in June 1991.
 MD0683
 MD0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0683.GEOID18 height accuracy estimate available here.
 MD0683
 MD0683.Click photographs - Photos may exist for this station.
 MD0683
 MD0683.The dynamic height is computed by dividing the NAVD 88
 MD0683.geopotential number by the normal gravity value computed on the
 MD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0683.degrees latitude (g = 980.6199 gals.).
 MD0683
 MD0683.The modeled gravity was interpolated from observed gravity values.
 MD0683
 MD0683;                    North         East    Units  Estimated Accuracy
 MD0683;SPC IN E     -   655,420.      114,320.      MT  (+/- 180 meters Scaled)
 MD0683
 MD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL261566(NAD 83)
 MD0683
 MD0683                          SUPERSEDED SURVEY CONTROL
 MD0683
 MD0683  NGVD 29 (??/??/92)  256.99   (m)          843.1    (f) COMPUTED    1 2
 MD0683
 MD0683.Superseded values are not recommended for survey control.
 MD0683
 MD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0683.See file dsdata.pdf to determine how the superseded data were derived.
 MD0683
 MD0683_MARKER: DB = BENCH MARK DISK
 MD0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0683_STAMPING: U 14 1930 843.125
 MD0683_MARK LOGO: CGS
 MD0683_PROJECTION: FLUSH
 MD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0683+STABILITY: SURFACE MOTION
 MD0683
 MD0683  HISTORY     - Date     Condition        Report By
 MD0683  HISTORY     - 1930     MONUMENTED       CGS
 MD0683  HISTORY     - 1969     GOOD             CGS
 MD0683  HISTORY     - 1969     GOOD             CGS
 MD0683  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0683
 MD0683                          STATION DESCRIPTION
 MD0683
 MD0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD0683'0.5 MI W FROM COLUMBIA CITY.
 MD0683'0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MD0683'AT COLUMBIA CITY, AND LOCATED AT THE WEST EDGE OF TOWN ACROSS
 MD0683'THE TRACK IN FRONT OF THE SWITCH CONTROL TOWER ON THE SOUTH
 MD0683'SIDE, 22 INCHES NORTH OF THE NORTHEAST CORNER OF THE SWITCH
 MD0683'CONTROL TOWER, 28 FEET SOUTH OF THE MAIN TRACK, 52 FEET NORTHWEST
 MD0683'OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MD0683'WITH THE GROUND.  (RESET 1961).  NOTE-- WITNESS POST WITHIN 1
 MD0683'FOOT OF BENCHMARK.
 MD0683
 MD0683                          STATION RECOVERY (1969)
 MD0683
 MD0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0683'RECOVERED IN GOOD CONDITION.
 MD0683
 MD0683                          STATION RECOVERY (1992)
 MD0683
 MD0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0683'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0684 ***********************************************************************
 MD0684  DESIGNATION -  U 14 RESET
 MD0684  PID         -  MD0684
 MD0684  STATE/COUNTY-  IN/WHITLEY
 MD0684  COUNTRY     -  US
 MD0684  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0684
 MD0684                         *CURRENT SURVEY CONTROL
 MD0684  ______________________________________________________________________
 MD0684* NAD 83(1986) POSITION- 41 09 06.     (N) 085 29 46.     (W)   SCALED
 MD0684* NAVD 88 ORTHO HEIGHT -   256.039 (meters)      840.02  (feet) ADJUSTED
 MD0684  ______________________________________________________________________
 MD0684  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 MD0684  DYNAMIC HEIGHT  -        255.940 (meters)      839.70  (feet) COMP
 MD0684  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 MD0684
 MD0684  VERT ORDER      -  FIRST     CLASS I
 MD0684
 MD0684.The horizontal coordinates were scaled from a map and have
 MD0684.an estimated accuracy of +/- 6 seconds.
 MD0684
 MD0684.The orthometric height was determined by differential leveling and
 MD0684.adjusted by the NATIONAL GEODETIC SURVEY
 MD0684.in June 1991.
 MD0684
 MD0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0684.GEOID18 height accuracy estimate available here.
 MD0684
 MD0684.Click photographs - Photos may exist for this station.
 MD0684
 MD0684.The dynamic height is computed by dividing the NAVD 88
 MD0684.geopotential number by the normal gravity value computed on the
 MD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0684.degrees latitude (g = 980.6199 gals.).
 MD0684
 MD0684.The modeled gravity was interpolated from observed gravity values.
 MD0684
 MD0684;                    North         East    Units  Estimated Accuracy
 MD0684;SPC IN E     -   655,420.      114,320.      MT  (+/- 180 meters Scaled)
 MD0684
 MD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL261566(NAD 83)
 MD0684
 MD0684                          SUPERSEDED SURVEY CONTROL
 MD0684
 MD0684  NGVD 29 (??/??/92)  256.192  (m)          840.52   (f) ADJ UNCH    1 1
 MD0684
 MD0684.Superseded values are not recommended for survey control.
 MD0684
 MD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0684.See file dsdata.pdf to determine how the superseded data were derived.
 MD0684
 MD0684_MARKER: DB = BENCH MARK DISK
 MD0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0684_STAMPING: U 14 RESET 1961
 MD0684_MARK LOGO: CGS
 MD0684_PROJECTION: FLUSH
 MD0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0684+STABILITY: SURFACE MOTION
 MD0684
 MD0684  HISTORY     - Date     Condition        Report By
 MD0684  HISTORY     - 1961     MONUMENTED       CGS
 MD0684  HISTORY     - 1968     GOOD             CGS
 MD0684  HISTORY     - 1969     GOOD             CGS
 MD0684  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0684
 MD0684                          STATION DESCRIPTION
 MD0684
 MD0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0684'AT COLUMBIA CITY.
 MD0684'AT COLUMBIA CITY, ABOUT 0.45 MILE NORTHWEST ALONG THE PENN
 MD0684'CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 9, ABOUT
 MD0684'0.15 MILE NORTHWEST OF MILEPOST 339, 28.5 FEET SOUTHWEST OF THE
 MD0684'SOUTHWEST RAIL OF THE EASTBOUND MAIN TRACK, 1.9 FEET NORTHEAST
 MD0684'OF THE EAST CORNER OF THE VANDALE CONTROL TOWER, IN LINE WITH THE
 MD0684'SOUTHEAST WALL OF THE TOWER, 2 FEET BELOW THE LEVEL OF THE
 MD0684'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MD0684'GROUND.  SEC 10, T 31N, R 9E.  NOTE-- WITNESS POST WITHIN 1
 MD0684'FOOT OF BENCHMARK.
 MD0684
 MD0684                          STATION RECOVERY (1969)
 MD0684
 MD0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0684'RECOVERED IN GOOD CONDITION.
 MD0684
 MD0684                          STATION RECOVERY (1992)
 MD0684
 MD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0684'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1344 ***********************************************************************
 ME1344  DESIGNATION -  U 140
 ME1344  PID         -  ME1344
 ME1344  STATE/COUNTY-  IN/LAKE
 ME1344  COUNTRY     -  US
 ME1344  USGS QUAD   -  LEROY (2019)
 ME1344
 ME1344                         *CURRENT SURVEY CONTROL
 ME1344  ______________________________________________________________________
 ME1344* NAD 83(1986) POSITION- 41 15 42.     (N) 087 16 33.     (W)   SCALED
 ME1344* NAVD 88 ORTHO HEIGHT -   195.363 (meters)      640.95  (feet) ADJUSTED
 ME1344  ______________________________________________________________________
 ME1344  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME1344  DYNAMIC HEIGHT  -        195.280 (meters)      640.68  (feet) COMP
 ME1344  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 ME1344
 ME1344  VERT ORDER      -  SECOND    CLASS 0
 ME1344
 ME1344.The horizontal coordinates were scaled from a map and have
 ME1344.an estimated accuracy of +/- 6 seconds.
 ME1344
 ME1344.The orthometric height was determined by differential leveling and
 ME1344.adjusted by the NATIONAL GEODETIC SURVEY
 ME1344.in June 1991.
 ME1344
 ME1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1344.GEOID18 height accuracy estimate available here.
 ME1344
 ME1344.Click photographs - Photos may exist for this station.
 ME1344
 ME1344.The dynamic height is computed by dividing the NAVD 88
 ME1344.geopotential number by the normal gravity value computed on the
 ME1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1344.degrees latitude (g = 980.6199 gals.).
 ME1344
 ME1344.The modeled gravity was interpolated from observed gravity values.
 ME1344
 ME1344;                    North         East    Units  Estimated Accuracy
 ME1344;SPC IN W     -   667,640.      883,870.      MT  (+/- 180 meters Scaled)
 ME1344
 ME1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768678(NAD 83)
 ME1344
 ME1344                          SUPERSEDED SURVEY CONTROL
 ME1344
 ME1344  NGVD 29 (??/??/92)  195.452  (m)          641.25   (f) ADJ UNCH    2 0
 ME1344
 ME1344.Superseded values are not recommended for survey control.
 ME1344
 ME1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1344.See file dsdata.pdf to determine how the superseded data were derived.
 ME1344
 ME1344_MARKER: DB = BENCH MARK DISK
 ME1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1344_STAMPING: U 140 1946
 ME1344_MARK LOGO: CGS
 ME1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1344+STABILITY: SURFACE MOTION
 ME1344
 ME1344  HISTORY     - Date     Condition        Report By
 ME1344  HISTORY     - 1946     MONUMENTED       CGS
 ME1344  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1344
 ME1344                          STATION DESCRIPTION
 ME1344
 ME1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1344'0.3 MI S FROM RANGE LINE.
 ME1344'ABOUT 0.3 MILE SOUTH ALONG A GRAVEL ROAD FROM THE PRESBYTERIAN
 ME1344'CHURCH AT RANGE LINE, ABOUT 0.1 MILE NORTH OF A T ROAD LEADING
 ME1344'EAST, AT THE SOUTHWEST CORNER OF THE H.E. HENSON BARN YARD, 84
 ME1344'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 45 FEET
 ME1344'SOUTHEAST OF A 42 INCH COTTONWOOD TREE, 29 FEET EAST OF THE
 ME1344'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE FENCE, 2 FEET NORTH
 ME1344'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN THE LEVEL
 ME1344'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1344'6 INCHES.
 ME1344
 ME1344                          STATION RECOVERY (1990)
 ME1344
 ME1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0610 ***********************************************************************
 ME0610  DESIGNATION -  U 141
 ME0610  PID         -  ME0610
 ME0610  STATE/COUNTY-  IN/PORTER
 ME0610  COUNTRY     -  US
 ME0610  USGS QUAD   -  LA CROSSE (2019)
 ME0610
 ME0610                         *CURRENT SURVEY CONTROL
 ME0610  ______________________________________________________________________
 ME0610* NAD 83(1986) POSITION- 41 19 03.10   (N) 086 56 56.59   (W)   HD_HELD1
 ME0610* NAVD 88 ORTHO HEIGHT -   208.532 (meters)      684.16  (feet) ADJUSTED
 ME0610  ______________________________________________________________________
 ME0610  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0610  DYNAMIC HEIGHT  -        208.444 (meters)      683.87  (feet) COMP
 ME0610  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME0610
 ME0610  VERT ORDER      -  SECOND    CLASS 0
 ME0610
 ME0610.The horizontal coordinates were determined by differentially corrected
 ME0610.hand held GPS observations or other comparable positioning techniques
 ME0610.and have an estimated accuracy of +/- 3 meters.
 ME0610
 ME0610.The orthometric height was determined by differential leveling and
 ME0610.adjusted by the NATIONAL GEODETIC SURVEY
 ME0610.in June 1991.
 ME0610
 ME0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0610.GEOID18 height accuracy estimate available here.
 ME0610
 ME0610.Click photographs - Photos may exist for this station.
 ME0610
 ME0610.The dynamic height is computed by dividing the NAVD 88
 ME0610.geopotential number by the normal gravity value computed on the
 ME0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0610.degrees latitude (g = 980.6199 gals.).
 ME0610
 ME0610.The modeled gravity was interpolated from observed gravity values.
 ME0610
 ME0610;                    North         East    Units  Estimated Accuracy
 ME0610;SPC IN W     -   673,829.4     911,243.0     MT  (+/- 3 meters HH1 GPS) 
 ME0610
 ME0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0426474007(NAD 83)
 ME0610
 ME0610                          SUPERSEDED SURVEY CONTROL
 ME0610
 ME0610  NGVD 29 (??/??/92)  208.628  (m)          684.47   (f) ADJ UNCH    2 0
 ME0610
 ME0610.Superseded values are not recommended for survey control.
 ME0610
 ME0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0610.See file dsdata.pdf to determine how the superseded data were derived.
 ME0610
 ME0610_MARKER: DB = BENCH MARK DISK
 ME0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0610_STAMPING: U 141 1946
 ME0610_MARK LOGO: CGS
 ME0610_PROJECTION: FLUSH
 ME0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0610+STABILITY: SURFACE MOTION
 ME0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0610+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2021
 ME0610
 ME0610  HISTORY     - Date     Condition        Report By
 ME0610  HISTORY     - 1946     MONUMENTED       CGS
 ME0610  HISTORY     - 1978     GOOD             LOCSUR
 ME0610  HISTORY     - 1988     GOOD             USPSQD
 ME0610  HISTORY     - 20211112 GOOD             IN-127
 ME0610
 ME0610                          STATION DESCRIPTION
 ME0610
 ME0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0610'3 MI W FROM LA CROSSE.
 ME0610'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0610'WITH STATE HIGHWAY 43 IN LA CROSSE, IN THE SOUTHEAST QUARTER OF
 ME0610'THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, 162 FEET
 ME0610'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 ME0610'TWO STORY WHITE HOUSE, 32 FEET SOUTH AND ABOUT 1 FOOT BELOW THE
 ME0610'CENTER OF THE HIGHWAY, 22 FEET EAST OF THE CENTER OF THE CROSS
 ME0610'ROAD, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET EAST OF A
 ME0610'CORNER FENCE POST, 1 FOOT SOUTH OF THE SOUTH RIGHT OF WAY FENCE,
 ME0610'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A BRONZE DISK
 ME0610'SET IN THE TOP OF A CONCRETE POST AND PROJECTING ABOUT 6 INCHES.
 ME0610
 ME0610                          STATION RECOVERY (1978)
 ME0610
 ME0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0610'RECOVERED IN GOOD CONDITION.
 ME0610
 ME0610                          STATION RECOVERY (1988)
 ME0610
 ME0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0610'RECOVERED IN GOOD CONDITION.
 ME0610
 ME0610                          STATION RECOVERY (2021)
 ME0610
 ME0610'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME0610'TO REACH FROM THE INTERSECTION OF US HIGHWAY 421 AND STATE HIGHWAY 8
 ME0610'IN THE TOWN OF LACROSSE, GO WEST ALONG STATE HIGHWAY 8 FOR ABOUT 3.05
 ME0610'MI (4.91 KM) TO THE INTERSECTION OF STATE HIGHWAY 8 AND COUNTY ROAD
 ME0610'600 EAST IN PORTER COUNTY, STATION IS LOCATED AT THE SOUTHEAST CORNER,
 ME0610'ABOUT 32 FT (9.8 M) SOUTH OF THE CENTER OF HIGHWAY 8, 22 FT (6.7 M)
 ME0610'EAST OF CENTER OF CR 600 E, 8 FT (2.4 M) WEST OF WOODEN CORNER FENCE
 ME0610'POST AND ON THE WEST SIDE OF TELEPHONE PEDESTAL.  A BRONZE DISK SET IN
 ME0610'THE TOP OF CONCRETE BASE, AT GROUND LEVEL.  SET BERNTSEN MAGNET ON
 ME0610'SOUTH SIDE OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0598 ***********************************************************************
 ME0598  DESIGNATION -  U 142
 ME0598  PID         -  ME0598
 ME0598  STATE/COUNTY-  IN/STARKE
 ME0598  COUNTRY     -  US
 ME0598  USGS QUAD   -  SAN PIERRE (2019)
 ME0598
 ME0598                         *CURRENT SURVEY CONTROL
 ME0598  ______________________________________________________________________
 ME0598* NAD 83(1986) POSITION- 41 12 28.     (N) 086 53 28.     (W)   SCALED
 ME0598* NAVD 88 ORTHO HEIGHT -   209.027 (meters)      685.78  (feet) ADJUSTED
 ME0598  ______________________________________________________________________
 ME0598  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0598  DYNAMIC HEIGHT  -        208.938 (meters)      685.49  (feet) COMP
 ME0598  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 ME0598
 ME0598  VERT ORDER      -  SECOND    CLASS 0
 ME0598
 ME0598.The horizontal coordinates were scaled from a map and have
 ME0598.an estimated accuracy of +/- 6 seconds.
 ME0598
 ME0598.The orthometric height was determined by differential leveling and
 ME0598.adjusted by the NATIONAL GEODETIC SURVEY
 ME0598.in June 1991.
 ME0598
 ME0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0598.GEOID18 height accuracy estimate available here.
 ME0598
 ME0598.Click photographs - Photos may exist for this station.
 ME0598
 ME0598.The dynamic height is computed by dividing the NAVD 88
 ME0598.geopotential number by the normal gravity value computed on the
 ME0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0598.degrees latitude (g = 980.6199 gals.).
 ME0598
 ME0598.The modeled gravity was interpolated from observed gravity values.
 ME0598
 ME0598;                    North         East    Units  Estimated Accuracy
 ME0598;SPC IN W     -   661,650.      916,120.      MT  (+/- 180 meters Scaled)
 ME0598
 ME0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091618(NAD 83)
 ME0598
 ME0598                          SUPERSEDED SURVEY CONTROL
 ME0598
 ME0598  NGVD 29 (??/??/92)  209.117  (m)          686.08   (f) ADJ UNCH    2 0
 ME0598
 ME0598.Superseded values are not recommended for survey control.
 ME0598
 ME0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0598.See file dsdata.pdf to determine how the superseded data were derived.
 ME0598
 ME0598_MARKER: DB = BENCH MARK DISK
 ME0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0598_STAMPING: U 142 1946
 ME0598_MARK LOGO: CGS
 ME0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0598+STABILITY: SURFACE MOTION
 ME0598
 ME0598  HISTORY     - Date     Condition        Report By
 ME0598  HISTORY     - 1946     MONUMENTED       CGS
 ME0598
 ME0598                          STATION DESCRIPTION
 ME0598
 ME0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0598'0.8 MI N FROM SAN PIERRE.
 ME0598'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE RAILROAD
 ME0598'STATION AT SAN PIERRE, 0.5 MILE SOUTH OF THE JUNCTION OF
 ME0598'STATE HIGHWAY 10, 0.3 MILE NORTH OF SAN PIERRE CEMETERY, IN THE
 ME0598'SOUTHWEST QUARTER OF THE JUNCTION WITH A SIDE ROAD WEST, 44
 ME0598'FEET WEST AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, 28
 ME0598'FEET EAST OF THE EAST RAIL OF THE CHICAGO, INDIANAPOLIS AND
 ME0598'LOUISVILLE RAILWAY, 42 FEET SOUTH OF THE CENTER OF THE SIDE ROAD,
 ME0598'4 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A WHITE
 ME0598'WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 ME0598'POST PROJECTING ABOUT 6-INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1319 ***********************************************************************
 ME1319  DESIGNATION -  U 143
 ME1319  PID         -  ME1319
 ME1319  STATE/COUNTY-  IN/PORTER
 ME1319  COUNTRY     -  US
 ME1319  USGS QUAD   -  KOUTS (2019)
 ME1319
 ME1319                         *CURRENT SURVEY CONTROL
 ME1319  ______________________________________________________________________
 ME1319* NAD 83(1986) POSITION- 41 20 33.84   (N) 087 01 48.12   (W)   HD_HELD1
 ME1319* NAVD 88 ORTHO HEIGHT -   211.725 (meters)      694.63  (feet) ADJUSTED
 ME1319  ______________________________________________________________________
 ME1319  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME1319  DYNAMIC HEIGHT  -        211.637 (meters)      694.35  (feet) COMP
 ME1319  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 ME1319
 ME1319  VERT ORDER      -  SECOND    CLASS 0
 ME1319
 ME1319.The horizontal coordinates were determined by differentially corrected
 ME1319.hand held GPS observations or other comparable positioning techniques
 ME1319.and have an estimated accuracy of +/- 3 meters.
 ME1319
 ME1319.The orthometric height was determined by differential leveling and
 ME1319.adjusted by the NATIONAL GEODETIC SURVEY
 ME1319.in June 1991.
 ME1319
 ME1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1319.GEOID18 height accuracy estimate available here.
 ME1319
 ME1319.Click photographs - Photos may exist for this station.
 ME1319
 ME1319.The dynamic height is computed by dividing the NAVD 88
 ME1319.geopotential number by the normal gravity value computed on the
 ME1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1319.degrees latitude (g = 980.6199 gals.).
 ME1319
 ME1319.The modeled gravity was interpolated from observed gravity values.
 ME1319
 ME1319;                    North         East    Units  Estimated Accuracy
 ME1319;SPC IN W     -   676,621.3     904,460.9     MT  (+/- 3 meters HH1 GPS) 
 ME1319
 ME1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9748776805(NAD 83)
 ME1319
 ME1319                          SUPERSEDED SURVEY CONTROL
 ME1319
 ME1319  NGVD 29 (??/??/92)  211.820  (m)          694.95   (f) ADJ UNCH    2 0
 ME1319
 ME1319.Superseded values are not recommended for survey control.
 ME1319
 ME1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1319.See file dsdata.pdf to determine how the superseded data were derived.
 ME1319
 ME1319_MARKER: DB = BENCH MARK DISK
 ME1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1319_STAMPING: U 143 1946
 ME1319_MARK LOGO: CGS
 ME1319_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1319+STABILITY: SURFACE MOTION
 ME1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1319+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2021
 ME1319
 ME1319  HISTORY     - Date     Condition        Report By
 ME1319  HISTORY     - 1946     MONUMENTED       CGS
 ME1319  HISTORY     - 1956     GOOD             CGS
 ME1319  HISTORY     - 1972     GOOD             BRADY
 ME1319  HISTORY     - 1984     GOOD             LOCSUR
 ME1319  HISTORY     - 20140319 GOOD             INDIV
 ME1319  HISTORY     - 20200811 GOOD             INDOT
 ME1319  HISTORY     - 20210324 GOOD             IN-127
 ME1319
 ME1319                          STATION DESCRIPTION
 ME1319
 ME1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1319'2 MI N FROM KOUTS.
 ME1319'1.5 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION WITH
 ME1319'STATE HIGHWAY 8 AT KOUTS, THENCE WEST ALONG AN OLD SECTION OF
 ME1319'HIGHWAY 49 THAT HAS BEEN CUT OFF BY THE NEW HIGHWAY, FOR 0.25
 ME1319'MILE TO T-ROAD, TURN NORTHEAST FOR 0.25 MILE TO MARK ON EAST
 ME1319'SIDE OF ROAD, 60 FEET SOUTHEAST OF DRIVEWAY TO TWO STORY HOUSE,
 ME1319'20 FEET SOUTHEAST OF THE CENTER OF ROAD, 3 FEET NORTHEAST OF A
 ME1319'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WITNESS POST, 1.5 FEET
 ME1319'ABOVE LEVEL OF ROAD.  MARK IS REACHED FROM MALDEN, 2.0 MILES
 ME1319'SOUTH ALONG STATE HIGHWAY 49 TO FORK, THENCE SOUTHWEST FOR 0.35
 ME1319'MILE TO MARK AS DESCRIBED ABOVE.
 ME1319
 ME1319                          STATION RECOVERY (1972)
 ME1319
 ME1319'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1319'RECOVERED IN GOOD CONDITION.
 ME1319
 ME1319                          STATION RECOVERY (1984)
 ME1319
 ME1319'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1319'RECOVERED IN GOOD CONDITION.
 ME1319
 ME1319                          STATION RECOVERY (2014)
 ME1319
 ME1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DGI)
 ME1319'RECOVERED IN GOOD CONDITION.
 ME1319
 ME1319                          STATION RECOVERY (2020)
 ME1319
 ME1319'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2020 (CS)
 ME1319'RECOVERED IN GOOD CONDITION.
 ME1319
 ME1319                          STATION RECOVERY (2021)
 ME1319
 ME1319'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1319'1.5 MI (2.4 KM) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION WITH
 ME1319'STATE HIGHWAY 8 AT KOUTS.  TURN WEST ON COUNTY ROAD 650 SOUTH FOR 0.25
 ME1319'MI (0.40 KM) TO T ROAD.  TURN NORTHEAST ON BAUM'S BRIDGE ROAD FOR 0.25
 ME1319'MI (0.40 KM) TO MARK ON EAST SIDE OF ROAD, 60 FT (18.3 M) SOUTHEAST OF
 ME1319'DRIVEWAY TO TWO STORY HOUSE NO. 632, 20 FT (6.1 M) SOUTHEAST OF THE
 ME1319'CENTER OF ROAD, 87.5 FT (26.7 M) NORTHEAST OF A TELEPHONE POLE, 2 FT
 ME1319'(0.6 M) SOUTH OF A METAL POST, 1.5 FT (0.5 M) ABOVE LEVEL OF ROAD.
 ME1319'MARK IS REACHED FROM MALDEN, 2.0 MI (3.2 KM) SOUTH ALONG STATE HIGHWAY
 ME1319'49 TO FORK, THENCE SOUTHWEST FOR 0.35 MI (0.56 KM) TO MARK AS
 ME1319'DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0374 ***********************************************************************
 ME0374  DESIGNATION -  U 144
 ME0374  PID         -  ME0374
 ME0374  STATE/COUNTY-  IN/MARSHALL
 ME0374  COUNTRY     -  US
 ME0374  USGS QUAD   -  ARGOS (2019)
 ME0374
 ME0374                         *CURRENT SURVEY CONTROL
 ME0374  ______________________________________________________________________
 ME0374* NAD 83(1986) POSITION- 41 14 08.     (N) 086 14 35.     (W)   SCALED
 ME0374* NAVD 88 ORTHO HEIGHT -   252.273 (meters)      827.67  (feet) ADJUSTED
 ME0374  ______________________________________________________________________
 ME0374  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 ME0374  DYNAMIC HEIGHT  -        252.165 (meters)      827.31  (feet) COMP
 ME0374  MODELED GRAVITY -    980,189.0   (mgal)                       NAVD 88
 ME0374
 ME0374  VERT ORDER      -  SECOND    CLASS 0
 ME0374
 ME0374.The horizontal coordinates were scaled from a map and have
 ME0374.an estimated accuracy of +/- 6 seconds.
 ME0374
 ME0374.The orthometric height was determined by differential leveling and
 ME0374.adjusted by the NATIONAL GEODETIC SURVEY
 ME0374.in June 1991.
 ME0374
 ME0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0374.GEOID18 height accuracy estimate available here.
 ME0374
 ME0374.Click photographs - Photos may exist for this station.
 ME0374
 ME0374.The dynamic height is computed by dividing the NAVD 88
 ME0374.geopotential number by the normal gravity value computed on the
 ME0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0374.degrees latitude (g = 980.6199 gals.).
 ME0374
 ME0374.The modeled gravity was interpolated from observed gravity values.
 ME0374
 ME0374;                    North         East    Units  Estimated Accuracy
 ME0374;SPC IN E     -   664,880.       51,680.      MT  (+/- 180 meters Scaled)
 ME0374
 ME0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL634651(NAD 83)
 ME0374
 ME0374                          SUPERSEDED SURVEY CONTROL
 ME0374
 ME0374  NGVD 29 (??/??/92)  252.391  (m)          828.05   (f) ADJ UNCH    2 0
 ME0374
 ME0374.Superseded values are not recommended for survey control.
 ME0374
 ME0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0374.See file dsdata.pdf to determine how the superseded data were derived.
 ME0374
 ME0374_MARKER: DB = BENCH MARK DISK
 ME0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0374_SP_SET: FOUNDATION
 ME0374_STAMPING: U 144 1946
 ME0374_MARK LOGO: CGS
 ME0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0374
 ME0374  HISTORY     - Date     Condition        Report By
 ME0374  HISTORY     - 1946     MONUMENTED       CGS
 ME0374  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0374  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0374
 ME0374                          STATION DESCRIPTION
 ME0374
 ME0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0374'AT ARGOS.
 ME0374'AT ARGOS PUBLIC SCHOOL, SET VERTICALLY IN THE NORTH FACE OF THE
 ME0374'NORTHEAST CORNER OF THE FOUNDATION OF THE GYMNASIUM, 0.8 FOOT
 ME0374'WEST OF THE CORNER AND 0.5 FOOT ABOVE THE GROUND.
 ME0374
 ME0374                          STATION RECOVERY (1984)
 ME0374
 ME0374'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0374'MARK NOT FOUND.
 ME0374
 ME0374                          STATION RECOVERY (1988)
 ME0374
 ME0374'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0336 ***********************************************************************
 ME0336  DESIGNATION -  U 145
 ME0336  PID         -  ME0336
 ME0336  STATE/COUNTY-  IN/KOSCIUSKO
 ME0336  COUNTRY     -  US
 ME0336  USGS QUAD   -  MENTONE (2019)
 ME0336
 ME0336                         *CURRENT SURVEY CONTROL
 ME0336  ______________________________________________________________________
 ME0336* NAD 83(1986) POSITION- 41 10 24.     (N) 086 00 45.     (W)   SCALED
 ME0336* NAVD 88 ORTHO HEIGHT -   269.215 (meters)      883.25  (feet) ADJUSTED
 ME0336  ______________________________________________________________________
 ME0336  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 ME0336  DYNAMIC HEIGHT  -        269.099 (meters)      882.87  (feet) COMP
 ME0336  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 ME0336
 ME0336  VERT ORDER      -  SECOND    CLASS 0
 ME0336
 ME0336.The horizontal coordinates were scaled from a map and have
 ME0336.an estimated accuracy of +/- 6 seconds.
 ME0336
 ME0336.The orthometric height was determined by differential leveling and
 ME0336.adjusted by the NATIONAL GEODETIC SURVEY
 ME0336.in June 1991.
 ME0336
 ME0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0336.GEOID18 height accuracy estimate available here.
 ME0336
 ME0336.Click photographs - Photos may exist for this station.
 ME0336
 ME0336.The dynamic height is computed by dividing the NAVD 88
 ME0336.geopotential number by the normal gravity value computed on the
 ME0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0336.degrees latitude (g = 980.6199 gals.).
 ME0336
 ME0336.The modeled gravity was interpolated from observed gravity values.
 ME0336
 ME0336;                    North         East    Units  Estimated Accuracy
 ME0336;SPC IN E     -   657,870.       70,980.      MT  (+/- 180 meters Scaled)
 ME0336
 ME0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL828584(NAD 83)
 ME0336
 ME0336                          SUPERSEDED SURVEY CONTROL
 ME0336
 ME0336  NGVD 29 (??/??/92)  269.343  (m)          883.67   (f) ADJ UNCH    2 0
 ME0336
 ME0336.Superseded values are not recommended for survey control.
 ME0336
 ME0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0336.See file dsdata.pdf to determine how the superseded data were derived.
 ME0336
 ME0336_MARKER: DB = BENCH MARK DISK
 ME0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0336_STAMPING: U 145 1946
 ME0336_MARK LOGO: CGS
 ME0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0336+STABILITY: SURFACE MOTION
 ME0336
 ME0336  HISTORY     - Date     Condition        Report By
 ME0336  HISTORY     - 1946     MONUMENTED       CGS
 ME0336  HISTORY     - 1984     GOOD             USPSQD
 ME0336  HISTORY     - 19960716 MARK NOT FOUND   USPSQD
 ME0336  HISTORY     - 20180119 MARK NOT FOUND   INDOT
 ME0336
 ME0336                          STATION DESCRIPTION
 ME0336
 ME0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0336'1.2 MI E FROM MENTONE.
 ME0336'ABOUT 1.15 MILE EAST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0336'CHURCH AT MENTONE, ABOUT 0.15 MILE EAST OF THE JUNCTION WITH A
 ME0336'PAVED ROAD LEADING NORTH, ACROSS THE HIGHWAY FROM A TWO-STORY
 ME0336'WHITE HOUSE, 112 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 ME0336'SOUTHWEST CORNER OF THE HOUSE, 86 FEET NORTHWEST OF A WINDMILL
 ME0336'WELL PUMP, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ME0336'33.5 FEET WEST OF AN 18-INCH MAPLE TREE, 4 FEET EAST OF A VERTICAL
 ME0336'RAIL AT A FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2
 ME0336'FEET ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME0336'PROJECTING ABOUT 6 INCHES.
 ME0336
 ME0336                          STATION RECOVERY (1984)
 ME0336
 ME0336'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0336'RECOVERED IN GOOD CONDITION.
 ME0336
 ME0336                          STATION RECOVERY (1996)
 ME0336
 ME0336'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0336'MARK NOT FOUND.
 ME0336
 ME0336                          STATION RECOVERY (2018)
 ME0336
 ME0336'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 ME0336'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0990 ***********************************************************************
 LB0990  DESIGNATION -  U 146
 LB0990  PID         -  LB0990
 LB0990  STATE/COUNTY-  IN/CARROLL
 LB0990  COUNTRY     -  US
 LB0990  USGS QUAD   -  DELPHI (2019)
 LB0990
 LB0990                         *CURRENT SURVEY CONTROL
 LB0990  ______________________________________________________________________
 LB0990* NAD 83(1986) POSITION- 40 35 56.     (N) 086 39 32.     (W)   SCALED
 LB0990* NAVD 88 ORTHO HEIGHT -   174.254 (meters)      571.70  (feet) ADJUSTED
 LB0990  ______________________________________________________________________
 LB0990  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 LB0990  DYNAMIC HEIGHT  -        174.170 (meters)      571.42  (feet) COMP
 LB0990  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 LB0990
 LB0990  VERT ORDER      -  SECOND    CLASS 0
 LB0990
 LB0990.The horizontal coordinates were scaled from a map and have
 LB0990.an estimated accuracy of +/- 6 seconds.
 LB0990
 LB0990.The orthometric height was determined by differential leveling and
 LB0990.adjusted by the NATIONAL GEODETIC SURVEY
 LB0990.in June 1991.
 LB0990
 LB0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0990.GEOID18 height accuracy estimate available here.
 LB0990
 LB0990.Click photographs - Photos may exist for this station.
 LB0990
 LB0990.The dynamic height is computed by dividing the NAVD 88
 LB0990.geopotential number by the normal gravity value computed on the
 LB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0990.degrees latitude (g = 980.6199 gals.).
 LB0990
 LB0990.The modeled gravity was interpolated from observed gravity values.
 LB0990
 LB0990;                    North         East    Units  Estimated Accuracy
 LB0990;SPC IN W     -   594,100.      935,930.      MT  (+/- 180 meters Scaled)
 LB0990
 LB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK288942(NAD 83)
 LB0990
 LB0990                          SUPERSEDED SURVEY CONTROL
 LB0990
 LB0990  NGVD 29 (??/??/92)  174.366  (m)          572.07   (f) ADJ UNCH    2 0
 LB0990
 LB0990.Superseded values are not recommended for survey control.
 LB0990
 LB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0990.See file dsdata.pdf to determine how the superseded data were derived.
 LB0990
 LB0990_MARKER: DB = BENCH MARK DISK
 LB0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0990_SP_SET: BRIDGE
 LB0990_STAMPING: U 146 1946
 LB0990_MARK LOGO: CGS
 LB0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0990
 LB0990  HISTORY     - Date     Condition        Report By
 LB0990  HISTORY     - 1946     MONUMENTED       CGS
 LB0990
 LB0990                          STATION DESCRIPTION
 LB0990
 LB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0990'1.2 MI NE FROM DELPHI.
 LB0990'ABOUT 1.25 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT
 LB0990'HOUSE A DELPHI, SET IN THE TOP OF THE SOUTH WINGWALL AT THE
 LB0990'SOUTHWEST END OF A 27-FOOT CONCRETE BRIDGE OVER A CREEK, 14.5
 LB0990'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5
 LB0990'FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED U 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1177 ***********************************************************************
 LB1177  DESIGNATION -  U 147
 LB1177  PID         -  LB1177
 LB1177  STATE/COUNTY-  IN/WHITE
 LB1177  COUNTRY     -  US
 LB1177  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1177
 LB1177                         *CURRENT SURVEY CONTROL
 LB1177  ______________________________________________________________________
 LB1177* NAD 83(1986) POSITION- 40 41 08.     (N) 086 49 08.     (W)   SCALED
 LB1177* NAVD 88 ORTHO HEIGHT -   213.034 (meters)      698.93  (feet) ADJUSTED
 LB1177  ______________________________________________________________________
 LB1177  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 LB1177  DYNAMIC HEIGHT  -        212.934 (meters)      698.60  (feet) COMP
 LB1177  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LB1177
 LB1177  VERT ORDER      -  SECOND    CLASS 0
 LB1177
 LB1177.The horizontal coordinates were scaled from a map and have
 LB1177.an estimated accuracy of +/- 6 seconds.
 LB1177
 LB1177.The orthometric height was determined by differential leveling and
 LB1177.adjusted by the NATIONAL GEODETIC SURVEY
 LB1177.in June 1991.
 LB1177
 LB1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1177.GEOID18 height accuracy estimate available here.
 LB1177
 LB1177.Click photographs - Photos may exist for this station.
 LB1177
 LB1177.The dynamic height is computed by dividing the NAVD 88
 LB1177.geopotential number by the normal gravity value computed on the
 LB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1177.degrees latitude (g = 980.6199 gals.).
 LB1177
 LB1177.The modeled gravity was interpolated from observed gravity values.
 LB1177
 LB1177;                    North         East    Units  Estimated Accuracy
 LB1177;SPC IN W     -   603,670.      922,350.      MT  (+/- 180 meters Scaled)
 LB1177
 LB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL153038(NAD 83)
 LB1177
 LB1177                          SUPERSEDED SURVEY CONTROL
 LB1177
 LB1177  NGVD 29 (??/??/92)  213.131  (m)          699.25   (f) ADJ UNCH    2 0
 LB1177
 LB1177.Superseded values are not recommended for survey control.
 LB1177
 LB1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1177.See file dsdata.pdf to determine how the superseded data were derived.
 LB1177
 LB1177_MARKER: DB = BENCH MARK DISK
 LB1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1177_STAMPING: U 147 1946
 LB1177_MARK LOGO: CGS
 LB1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1177+STABILITY: SURFACE MOTION
 LB1177
 LB1177  HISTORY     - Date     Condition        Report By
 LB1177  HISTORY     - 1946     MONUMENTED       CGS
 LB1177
 LB1177                          STATION DESCRIPTION
 LB1177
 LB1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1177'4.2 MI E FROM CHALMERS.
 LB1177'2.6 MILES EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1177'AT CHALMERS, THENCE 1.3 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 LB1177'0.35 MILE WEST ALONG THE AIRPORT ROAD, AT MONTICELLO AIRPORT,
 LB1177'AT THE ENTRANCE TO MONTICELLO AIRPORT, 18.5 FEET SOUTH OF THE CENTER
 LB1177'LINE OF THE EAST-WEST COUNTY ROAD, 17 FEET WEST OF THE CENTER LINE
 LB1177'OF THE ENTRANCE ROAD, 0.5 FOOT NORTH OF THE NORTH BOUNDARY FENCE
 LB1177'LINE, 11 FEET WEST OF THE WEST GATE POST AND ABOUT 2 1/2 FEET
 LB1177'ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED U 147 1946 AND SET
 LB1177'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1217 ***********************************************************************
 ME1217  DESIGNATION -  U 149
 ME1217  PID         -  ME1217
 ME1217  STATE/COUNTY-  IN/PORTER
 ME1217  COUNTRY     -  US
 ME1217  USGS QUAD   -  VALPARAISO (2019)
 ME1217
 ME1217                         *CURRENT SURVEY CONTROL
 ME1217  ______________________________________________________________________
 ME1217* NAD 83(1986) POSITION- 41 29 18.42   (N) 087 06 51.04   (W)   HD_HELD1
 ME1217* NAVD 88 ORTHO HEIGHT -   210.551 (meters)      690.78  (feet) ADJUSTED
 ME1217  ______________________________________________________________________
 ME1217  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 ME1217  DYNAMIC HEIGHT  -        210.469 (meters)      690.51  (feet) COMP
 ME1217  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 ME1217
 ME1217  VERT ORDER      -  FIRST     CLASS I
 ME1217
 ME1217.The horizontal coordinates were determined by differentially corrected
 ME1217.hand held GPS observations or other comparable positioning techniques
 ME1217.and have an estimated accuracy of +/- 3 meters.
 ME1217
 ME1217.The orthometric height was determined by differential leveling and
 ME1217.adjusted by the NATIONAL GEODETIC SURVEY
 ME1217.in April 1995.
 ME1217
 ME1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1217.GEOID18 height accuracy estimate available here.
 ME1217
 ME1217.Click photographs - Photos may exist for this station.
 ME1217
 ME1217.The dynamic height is computed by dividing the NAVD 88
 ME1217.geopotential number by the normal gravity value computed on the
 ME1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1217.degrees latitude (g = 980.6199 gals.).
 ME1217
 ME1217.The modeled gravity was interpolated from observed gravity values.
 ME1217
 ME1217;                    North         East    Units  Estimated Accuracy
 ME1217;SPC IN W     -   692,803.4     897,424.2     MT  (+/- 3 meters HH1 GPS) 
 ME1217
 ME1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9046892988(NAD 83)
 ME1217
 ME1217                          SUPERSEDED SURVEY CONTROL
 ME1217
 ME1217  NAVD 88 (06/15/91)  210.565  (m)          690.83   (f) SUPERSEDED  1 1
 ME1217  NGVD 29 (01/19/93)  210.646  (m)          691.09   (f) ADJUSTED    1 1
 ME1217  NGVD 29 (??/??/92)  210.660  (m)          691.14   (f) SUPERSEDED  1 1
 ME1217
 ME1217.Superseded values are not recommended for survey control.
 ME1217
 ME1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1217.See file dsdata.pdf to determine how the superseded data were derived.
 ME1217
 ME1217_MARKER: DB = BENCH MARK DISK
 ME1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1217_STAMPING: U 149 1946
 ME1217_MARK LOGO: CGS
 ME1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1217+STABILITY: SURFACE MOTION
 ME1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1217+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1217
 ME1217  HISTORY     - Date     Condition        Report By
 ME1217  HISTORY     - 1946     MONUMENTED       CGS
 ME1217  HISTORY     - 1968     GOOD             CGS
 ME1217  HISTORY     - 1972     GOOD             BRADY
 ME1217  HISTORY     - 19920906 GOOD             NGS
 ME1217
 ME1217                          STATION DESCRIPTION
 ME1217
 ME1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1217'2.9 MI NW FROM VALPARAISO.
 ME1217'ABOUT 2.9 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1217'THE STATION AT VALPARAISO, 15 RAILS NORTHWEST OF THE CROSSING
 ME1217'OF THE GRAND TRUNK RAILWAY, 9 RAILS SOUTHEAST OF MILEPOST 427,
 ME1217'41 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK
 ME1217'OF THE PENN CENTRAL RAILROAD, 180 FEET NORTH OF THE NORTH RAIL
 ME1217'OF THE GRAND TRUNK RAILWAY, 24 FEET EAST OF THE CENTER LINE OF
 ME1217'A BLACK TOP ROAD, 8 FEET NORTHEAST OF POWER LINE POLE NO. 418/601,
 ME1217'2 FEET NORTH OF A METAL WITNESS POST, 5 1/2 FEET BELOW THE LEVEL
 ME1217'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1217'3 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 16T 35N 6W.
 ME1217
 ME1217                          STATION RECOVERY (1972)
 ME1217
 ME1217'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1217'RECOVERED IN GOOD CONDITION.
 ME1217
 ME1217                          STATION RECOVERY (1992)
 ME1217
 ME1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1217'5.3 KM (3.30 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1217'IN VALPARAISO, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG COUNTY ROAD
 ME1217'250 WEST, 12.7 M (41.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE CONRAIL
 ME1217'RAILROAD, 7.5 M (24.6 FT) EAST OF THE ROAD CENTER, 3.5 M (11.5 FT)
 ME1217'NORTHEAST OF UTILITY POLE NUMBER 444-203, 2.0 M (6.6 FT) BELOW THE
 ME1217'LEVEL OF THE ROAD, 0.8 M (2.6 FT) WEST OF A UTILITY POLE, 0.2 M
 ME1217'(0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ME1217'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1587 ***********************************************************************
 LB1587  DESIGNATION -  U 15
 LB1587  PID         -  LB1587
 LB1587  STATE/COUNTY-  IN/WARREN
 LB1587  COUNTRY     -  US
 LB1587  USGS QUAD   -  WEST LEBANON (2019)
 LB1587
 LB1587                         *CURRENT SURVEY CONTROL
 LB1587  ______________________________________________________________________
 LB1587* NAD 83(1986) POSITION- 40 18 05.     (N) 087 28 34.     (W)   SCALED
 LB1587* NAVD 88 ORTHO HEIGHT -   216.227 (meters)      709.40  (feet) ADJUSTED
 LB1587  ______________________________________________________________________
 LB1587  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 LB1587  DYNAMIC HEIGHT  -        216.118 (meters)      709.05  (feet) COMP
 LB1587  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 LB1587
 LB1587  VERT ORDER      -  FIRST     CLASS II
 LB1587
 LB1587.The horizontal coordinates were scaled from a map and have
 LB1587.an estimated accuracy of +/- 6 seconds.
 LB1587
 LB1587.The orthometric height was determined by differential leveling and
 LB1587.adjusted by the NATIONAL GEODETIC SURVEY
 LB1587.in June 1991.
 LB1587
 LB1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1587.GEOID18 height accuracy estimate available here.
 LB1587
 LB1587.Click photographs - Photos may exist for this station.
 LB1587
 LB1587.The dynamic height is computed by dividing the NAVD 88
 LB1587.geopotential number by the normal gravity value computed on the
 LB1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1587.degrees latitude (g = 980.6199 gals.).
 LB1587
 LB1587.The modeled gravity was interpolated from observed gravity values.
 LB1587
 LB1587;                    North         East    Units  Estimated Accuracy
 LB1587;SPC IN W     -   561,060.      866,610.      MT  (+/- 180 meters Scaled)
 LB1587
 LB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595613(NAD 83)
 LB1587
 LB1587                          SUPERSEDED SURVEY CONTROL
 LB1587
 LB1587  NGVD 29 (??/??/92)  216.265  (m)          709.53   (f) ADJ UNCH    1 2
 LB1587
 LB1587.Superseded values are not recommended for survey control.
 LB1587
 LB1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1587.See file dsdata.pdf to determine how the superseded data were derived.
 LB1587
 LB1587_MARKER: DB = BENCH MARK DISK
 LB1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1587_STAMPING: U 15 1934
 LB1587_MARK LOGO: CGS
 LB1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1587+STABILITY: SURFACE MOTION
 LB1587
 LB1587  HISTORY     - Date     Condition        Report By
 LB1587  HISTORY     - 1934     MONUMENTED       CGS
 LB1587  HISTORY     - 1946     GOOD             CGS
 LB1587  HISTORY     - 1961     MARK NOT FOUND   CGS
 LB1587
 LB1587                          STATION DESCRIPTION
 LB1587
 LB1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1587'AT SLOAN.
 LB1587'AT SLOAN, WARREN COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LB1587'ABOUT 250 FEET SOUTH OF THE STATION, ABOUT 150 FEET NORTH
 LB1587'OF A GRAIN ELEVATOR, 78 FEET SOUTH OF A DIRT-ROAD CROSSING,
 LB1587'42 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 8 FEET
 LB1587'EAST OF THE EAST RAIL OF A SIDETRACK, AND ABOUT 2 FEET LOWER
 LB1587'THAN THE RAIL.  A STANDARD DISK, STAMPED U 15 1934 AND SET IN
 LB1587'THE TOP OF A CONCRETE POST.
 LB1587
 LB1587                          STATION RECOVERY (1961)
 LB1587
 LB1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB1587'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0530 ***********************************************************************
 ME0530  DESIGNATION -  U 150
 ME0530  PID         -  ME0530
 ME0530  STATE/COUNTY-  IN/STARKE
 ME0530  COUNTRY     -  US
 ME0530  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0530
 ME0530                         *CURRENT SURVEY CONTROL
 ME0530  ______________________________________________________________________
 ME0530* NAD 83(1986) POSITION- 41 23 24.     (N) 086 38 05.     (W)   SCALED
 ME0530* NAVD 88 ORTHO HEIGHT -   208.051 (meters)      682.58  (feet) ADJUSTED
 ME0530  ______________________________________________________________________
 ME0530  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME0530  DYNAMIC HEIGHT  -        207.967 (meters)      682.31  (feet) COMP
 ME0530  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 ME0530
 ME0530  VERT ORDER      -  FIRST     CLASS I
 ME0530
 ME0530.The horizontal coordinates were scaled from a map and have
 ME0530.an estimated accuracy of +/- 6 seconds.
 ME0530
 ME0530.The orthometric height was determined by differential leveling and
 ME0530.adjusted by the NATIONAL GEODETIC SURVEY
 ME0530.in June 1991.
 ME0530
 ME0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0530.GEOID18 height accuracy estimate available here.
 ME0530
 ME0530.Click photographs - Photos may exist for this station.
 ME0530
 ME0530.The dynamic height is computed by dividing the NAVD 88
 ME0530.geopotential number by the normal gravity value computed on the
 ME0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0530.degrees latitude (g = 980.6199 gals.).
 ME0530
 ME0530.The modeled gravity was interpolated from observed gravity values.
 ME0530
 ME0530;                    North         East    Units  Estimated Accuracy
 ME0530;SPC IN W     -   681,970.      937,520.      MT  (+/- 180 meters Scaled)
 ME0530
 ME0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL305821(NAD 83)
 ME0530
 ME0530                          SUPERSEDED SURVEY CONTROL
 ME0530
 ME0530  NGVD 29 (01/19/93)  208.150  (m)          682.91   (f) ADJUSTED    1 1
 ME0530  NGVD 29 (??/??/92)  208.150  (m)          682.91   (f) SUPERSEDED  1 1
 ME0530
 ME0530.Superseded values are not recommended for survey control.
 ME0530
 ME0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0530.See file dsdata.pdf to determine how the superseded data were derived.
 ME0530
 ME0530_MARKER: DB = BENCH MARK DISK
 ME0530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME0530_SP_SET: ABUTMENT
 ME0530_STAMPING: U 150 1946
 ME0530_MARK LOGO: CGS
 ME0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0530+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0530
 ME0530  HISTORY     - Date     Condition        Report By
 ME0530  HISTORY     - 1946     MONUMENTED       CGS
 ME0530  HISTORY     - 1968     GOOD             CGS
 ME0530  HISTORY     - 1988     GOOD             USPSQD
 ME0530  HISTORY     - 19920907 GOOD             NGS
 ME0530
 ME0530                          STATION DESCRIPTION
 ME0530
 ME0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0530'2.8 MI W FROM HAMLET.
 ME0530'ABOUT 2.8 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0530'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.1 MILE EAST OF
 ME0530'MILEPOST 401, SET ON THE TOP OF THE NORTH END OF THE WEST BRIDGE
 ME0530'SEAT FOR BRIDGE NO. 400.88 OVER ROBINS DITCH, 10.3 FEET NORTH OF
 ME0530'THE NORTH RAIL OF THE WESTBOUND TRACK, 0.9 FOOT SOUTHWEST OF THE
 ME0530'NORTHEAST CORNER OF THE ABUTMENT AND 3 FEET BELOW THE LEVEL OF
 ME0530'THE TRACK.  SEC 15, T 34 N, R 2 W.
 ME0530
 ME0530                          STATION RECOVERY (1988)
 ME0530
 ME0530'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0530'RECOVERED IN GOOD CONDITION.
 ME0530
 ME0530                          STATION RECOVERY (1992)
 ME0530
 ME0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0530'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0530'HAMLET, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0530'IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE WEST STONE
 ME0530'ABUTMENT OF A RAILROAD BRIDGE SPANNING ROBBINS DITCH, 7.2 M
 ME0530'(23.6 FT) NORTH OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL
 ME0530'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0785 ***********************************************************************
 ME0785  DESIGNATION -  U 152
 ME0785  PID         -  ME0785
 ME0785  STATE/COUNTY-  IN/LA PORTE
 ME0785  COUNTRY     -  US
 ME0785  USGS QUAD   -  LAPORTE WEST (2019)
 ME0785
 ME0785                         *CURRENT SURVEY CONTROL
 ME0785  ______________________________________________________________________
 ME0785* NAD 83(1986) POSITION- 41 33 38.     (N) 086 45 33.     (W)   SCALED
 ME0785* NAVD 88 ORTHO HEIGHT -   242.397 (meters)      795.26  (feet) ADJUSTED
 ME0785  ______________________________________________________________________
 ME0785  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME0785  DYNAMIC HEIGHT  -        242.302 (meters)      794.95  (feet) COMP
 ME0785  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 ME0785
 ME0785  VERT ORDER      -  SECOND    CLASS 0
 ME0785
 ME0785.The horizontal coordinates were scaled from a map and have
 ME0785.an estimated accuracy of +/- 6 seconds.
 ME0785
 ME0785.The orthometric height was determined by differential leveling and
 ME0785.adjusted by the NATIONAL GEODETIC SURVEY
 ME0785.in June 1991.
 ME0785
 ME0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0785.GEOID18 height accuracy estimate available here.
 ME0785
 ME0785.Click photographs - Photos may exist for this station.
 ME0785
 ME0785.The dynamic height is computed by dividing the NAVD 88
 ME0785.geopotential number by the normal gravity value computed on the
 ME0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0785.degrees latitude (g = 980.6199 gals.).
 ME0785
 ME0785.The modeled gravity was interpolated from observed gravity values.
 ME0785
 ME0785;                    North         East    Units  Estimated Accuracy
 ME0785;SPC IN W     -   700,860.      927,040.      MT  (+/- 180 meters Scaled)
 ME0785
 ME0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM200010(NAD 83)
 ME0785
 ME0785                          SUPERSEDED SURVEY CONTROL
 ME0785
 ME0785  NGVD 29 (??/??/92)  242.496  (m)          795.59   (f) ADJ UNCH    2 0
 ME0785
 ME0785.Superseded values are not recommended for survey control.
 ME0785
 ME0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0785.See file dsdata.pdf to determine how the superseded data were derived.
 ME0785
 ME0785_MARKER: DB = BENCH MARK DISK
 ME0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0785_STAMPING: U 152 1946
 ME0785_MARK LOGO: CGS
 ME0785_PROJECTION: PROJECTING 13 CENTIMETERS
 ME0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0785+STABILITY: SURFACE MOTION
 ME0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0785+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2022
 ME0785
 ME0785  HISTORY     - Date     Condition        Report By
 ME0785  HISTORY     - 1946     MONUMENTED       CGS
 ME0785  HISTORY     - 20220921 POOR             INDOT
 ME0785
 ME0785                          STATION DESCRIPTION
 ME0785
 ME0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0785'1.6 MI SE FROM DOOR VILLAGE.
 ME0785'ABOUT 0.5 MILE EAST AND 1.1 MILES SOUTH ALONG TARVIA ROADS FROM
 ME0785'THE PUBLIC SCHOOL AT DOOR VILLAGE, LA PORTE COUNTY, AT THE FRANCES
 ME0785'KUBICA FARM, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 ME0785'FARMHOUSE, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 ME0785'NORTH OF THE CENTER LINE OF THE DRIVEWAY, 19 FEET SOUTH OF POWER
 ME0785'POLE 555/418, 9.0 FEET NORTH OF A GATEPOST, 2.0 FEET WEST OF THE
 ME0785'FENCE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ME0785'1-1/2 FEET HIGHER THAN THE ROAD.  A BRONZE DISK, STAMPED U 152
 ME0785'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0785'INCHES ABOVE GROUND.
 ME0785
 ME0785                          STATION RECOVERY (2022)
 ME0785
 ME0785'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0785'16 FEET SOUTH OF POWER POLE 580/831, 29 FEET EAST OF THE CENTER LINE
 ME0785'OF LONG LANE ROAD, NO GATE POST, NO FENCE, NO WITNESS POST, LEVEL WITH
 ME0785'ROAD, MARK HAS BEEN DISTURBED AND IS LEANING TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0493 ***********************************************************************
 ME0493  DESIGNATION -  U 153 RESET
 ME0493  PID         -  ME0493
 ME0493  STATE/COUNTY-  IN/LA PORTE
 ME0493  COUNTRY     -  US
 ME0493  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0493
 ME0493                         *CURRENT SURVEY CONTROL
 ME0493  ______________________________________________________________________
 ME0493* NAD 83(1986) POSITION- 41 28 34.     (N) 086 39 39.     (W)   SCALED
 ME0493* NAVD 88 ORTHO HEIGHT -   214.00  (meters)      702.1   (feet) RESET
 ME0493  ______________________________________________________________________
 ME0493  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 ME0493  VERT ORDER      -  THIRD
 ME0493
 ME0493.The horizontal coordinates were scaled from a map and have
 ME0493.an estimated accuracy of +/- 6 seconds.
 ME0493
 ME0493.The orthometric height was computed from unverified reset data.
 ME0493
 ME0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0493.GEOID18 height accuracy estimate available here.
 ME0493
 ME0493.Click photographs - Photos may exist for this station.
 ME0493
 ME0493;                    North         East    Units  Estimated Accuracy
 ME0493;SPC IN W     -   691,520.      935,290.      MT  (+/- 180 meters Scaled)
 ME0493
 ME0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL283916(NAD 83)
 ME0493
 ME0493                          SUPERSEDED SURVEY CONTROL
 ME0493
 ME0493.No superseded survey control is available for this station.
 ME0493
 ME0493_MARKER: DB = BENCH MARK DISK
 ME0493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0493_SP_SET: CURB
 ME0493_STAMPING: U 153 RESET 1960
 ME0493_MARK LOGO: CGS
 ME0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0493
 ME0493  HISTORY     - Date     Condition        Report By
 ME0493  HISTORY     - 1960     MONUMENTED       INHD
 ME0493
 ME0493                          STATION DESCRIPTION
 ME0493
 ME0493'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 ME0493'0.8 MI E FROM BLUHMS CORNER.
 ME0493'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 ME0493'WAYLAND ROAD AT BLUHMS CORNER, AND SET IN DRILL HOLE IN TOP OF
 ME0493'NORTH CURB OF WIDENED PORTION OF BRIDGE AT A POINT 4 FT - 0 IN
 ME0493'EAST OF WEST END OF SAID CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0803 ***********************************************************************
 ME0803  DESIGNATION -  U 154 RESET
 ME0803  PID         -  ME0803
 ME0803  STATE/COUNTY-  IN/LA PORTE
 ME0803  COUNTRY     -  US
 ME0803  USGS QUAD   -  STILLWELL (2019)
 ME0803
 ME0803                         *CURRENT SURVEY CONTROL
 ME0803  ______________________________________________________________________
 ME0803* NAD 83(1986) POSITION- 41 33 59.     (N) 086 32 54.     (W)   SCALED
 ME0803* NAVD 88 ORTHO HEIGHT -   211.80  (meters)      694.9   (feet) RESET
 ME0803  ______________________________________________________________________
 ME0803  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME0803  VERT ORDER      -  THIRD
 ME0803
 ME0803.The horizontal coordinates were scaled from a map and have
 ME0803.an estimated accuracy of +/- 6 seconds.
 ME0803
 ME0803.The orthometric height was computed from unverified reset data.
 ME0803
 ME0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0803.GEOID18 height accuracy estimate available here.
 ME0803
 ME0803.Click photographs - Photos may exist for this station.
 ME0803
 ME0803;                    North         East    Units  Estimated Accuracy
 ME0803;SPC IN W     -   701,600.      944,620.      MT  (+/- 180 meters Scaled)
 ME0803
 ME0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM376017(NAD 83)
 ME0803
 ME0803                          SUPERSEDED SURVEY CONTROL
 ME0803
 ME0803  NGVD 29 (??/??/??)  211.91   (m)          695.2    (f) RESET       3  
 ME0803
 ME0803.Superseded values are not recommended for survey control.
 ME0803
 ME0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0803.See file dsdata.pdf to determine how the superseded data were derived.
 ME0803
 ME0803_MARKER: DB = BENCH MARK DISK
 ME0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0803_SP_SET: BRIDGE
 ME0803_STAMPING: U 154 RESET 1963
 ME0803_MARK LOGO: CGS
 ME0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0803
 ME0803  HISTORY     - Date     Condition        Report By
 ME0803  HISTORY     - 1963     MONUMENTED       INHD
 ME0803  HISTORY     - 1964     GOOD             CGS
 ME0803  HISTORY     - 1977     GOOD             INDNR
 ME0803
 ME0803                          STATION DESCRIPTION
 ME0803
 ME0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ME0803'7.4 MI NW FROM NORTH LIBERTY.
 ME0803'ABOUT 7.4 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 ME0803'OF STATE HIGHWAY 23 AT NORTH LIBERTY, 0.75 MILES SOUTHEAST OF
 ME0803'THE OVERHEAD CROSSING OF HIGHWAY 4 OVER THE GRAND TRUNK WESTERN
 ME0803'RAILROAD, SET IN THE TOP OF THE NORTHWEST WINGWALL OF BRIDGE
 ME0803'OVER THE CHANNEL BETWEEN UPPER AND LOWER FISH LAKES, 10 INCHES
 ME0803'WEST OF THE WEST END OF THE NORTH CURB ON BRIDGE DECK 16.5 FEET
 ME0803'NORTH OF THE CENTERLINE OF THE PAVEMENT AND 10 INCHES BELOW THE
 ME0803'TOP OF THE CURB.
 ME0803
 ME0803                          STATION RECOVERY (1977)
 ME0803
 ME0803'RECOVERY NOTE BY IN DEPT OF NAT RES 1977
 ME0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0887 ***********************************************************************
 ME0887  DESIGNATION -  U 155
 ME0887  PID         -  ME0887
 ME0887  STATE/COUNTY-  IN/LA PORTE
 ME0887  COUNTRY     -  US
 ME0887  USGS QUAD   -  STILLWELL (2019)
 ME0887
 ME0887                         *CURRENT SURVEY CONTROL
 ME0887  ______________________________________________________________________
 ME0887* NAD 83(1986) POSITION- 41 35 57.     (N) 086 31 59.     (W)   SCALED
 ME0887* NAVD 88 ORTHO HEIGHT -   218.377 (meters)      716.46  (feet) ADJUSTED
 ME0887  ______________________________________________________________________
 ME0887  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 ME0887  DYNAMIC HEIGHT  -        218.291 (meters)      716.18  (feet) COMP
 ME0887  MODELED GRAVITY -    980,226.3   (mgal)                       NAVD 88
 ME0887
 ME0887  VERT ORDER      -  SECOND    CLASS 0
 ME0887
 ME0887.The horizontal coordinates were scaled from a map and have
 ME0887.an estimated accuracy of +/- 6 seconds.
 ME0887
 ME0887.The orthometric height was determined by differential leveling and
 ME0887.adjusted by the NATIONAL GEODETIC SURVEY
 ME0887.in June 1991.
 ME0887
 ME0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0887.GEOID18 height accuracy estimate available here.
 ME0887
 ME0887.Click photographs - Photos may exist for this station.
 ME0887
 ME0887.The dynamic height is computed by dividing the NAVD 88
 ME0887.geopotential number by the normal gravity value computed on the
 ME0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0887.degrees latitude (g = 980.6199 gals.).
 ME0887
 ME0887.The modeled gravity was interpolated from observed gravity values.
 ME0887
 ME0887;                    North         East    Units  Estimated Accuracy
 ME0887;SPC IN W     -   705,250.      945,870.      MT  (+/- 180 meters Scaled)
 ME0887
 ME0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM389053(NAD 83)
 ME0887
 ME0887                          SUPERSEDED SURVEY CONTROL
 ME0887
 ME0887  NGVD 29 (??/??/92)  218.483  (m)          716.81   (f) ADJ UNCH    2 0
 ME0887
 ME0887.Superseded values are not recommended for survey control.
 ME0887
 ME0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0887.See file dsdata.pdf to determine how the superseded data were derived.
 ME0887
 ME0887_MARKER: DB = BENCH MARK DISK
 ME0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0887_STAMPING: U 155 1946
 ME0887_MARK LOGO: CGS
 ME0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0887+STABILITY: SURFACE MOTION
 ME0887
 ME0887  HISTORY     - Date     Condition        Report By
 ME0887  HISTORY     - 1946     MONUMENTED       CGS
 ME0887  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0887  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0887
 ME0887                          STATION DESCRIPTION
 ME0887
 ME0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0887'1.4 MI N FROM MILL CREEK.
 ME0887'ABOUT 1.35 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE
 ME0887'AT MILL CREEK, ABOUT 0.5 MILE SOUTH OF A CROSS ROAD, AT THE
 ME0887'JUNCTION OF A SIDE ROAD LEADING WEST, 67 FEET SOUTH OF THE CENTER
 ME0887'LINE OF THE ROAD WEST, 20 FEET WEST OF THE CENTER LINE OF
 ME0887'THE NORTH-SOUTH ROAD, 20 FEET NORTH OF POWER POLE NO. L350-18,
 ME0887'5 FEET NORTHEAST OF A FENCE CORNER POST, ABOUT LEVEL WITH THE
 ME0887'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0887'5 INCHES.
 ME0887
 ME0887                          STATION RECOVERY (1974)
 ME0887
 ME0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0887'MARK NOT FOUND.
 ME0887
 ME0887                          STATION RECOVERY (1989)
 ME0887
 ME0887'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0887'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1376 ***********************************************************************
 ME1376  DESIGNATION -  U 156
 ME1376  PID         -  ME1376
 ME1376  STATE/COUNTY-  IN/JASPER
 ME1376  COUNTRY     -  US
 ME1376  USGS QUAD   -  DEMOTTE (2019)
 ME1376
 ME1376                         *CURRENT SURVEY CONTROL
 ME1376  ______________________________________________________________________
 ME1376* NAD 83(1986) POSITION- 41 11 15.     (N) 087 10 44.     (W)   SCALED
 ME1376* NAVD 88 ORTHO HEIGHT -   203.353 (meters)      667.17  (feet) ADJUSTED
 ME1376  ______________________________________________________________________
 ME1376  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 ME1376  DYNAMIC HEIGHT  -        203.266 (meters)      666.88  (feet) COMP
 ME1376  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 ME1376
 ME1376  VERT ORDER      -  SECOND    CLASS 0
 ME1376
 ME1376.The horizontal coordinates were scaled from a map and have
 ME1376.an estimated accuracy of +/- 6 seconds.
 ME1376
 ME1376.The orthometric height was determined by differential leveling and
 ME1376.adjusted by the NATIONAL GEODETIC SURVEY
 ME1376.in June 1991.
 ME1376
 ME1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1376.GEOID18 height accuracy estimate available here.
 ME1376
 ME1376.Click photographs - Photos may exist for this station.
 ME1376
 ME1376.The dynamic height is computed by dividing the NAVD 88
 ME1376.geopotential number by the normal gravity value computed on the
 ME1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1376.degrees latitude (g = 980.6199 gals.).
 ME1376
 ME1376.The modeled gravity was interpolated from observed gravity values.
 ME1376
 ME1376;                    North         East    Units  Estimated Accuracy
 ME1376;SPC IN W     -   659,390.      891,980.      MT  (+/- 180 meters Scaled)
 ME1376
 ME1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL849595(NAD 83)
 ME1376
 ME1376                          SUPERSEDED SURVEY CONTROL
 ME1376
 ME1376  NGVD 29 (??/??/92)  203.442  (m)          667.46   (f) ADJ UNCH    2 0
 ME1376
 ME1376.Superseded values are not recommended for survey control.
 ME1376
 ME1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1376.See file dsdata.pdf to determine how the superseded data were derived.
 ME1376
 ME1376_MARKER: DB = BENCH MARK DISK
 ME1376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1376_SP_SET: CULVERT HEADWALL
 ME1376_STAMPING: U 156 1946
 ME1376_MARK LOGO: CGS
 ME1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1376+STABILITY: SURFACE MOTION
 ME1376
 ME1376  HISTORY     - Date     Condition        Report By
 ME1376  HISTORY     - 1946     MONUMENTED       CGS
 ME1376  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1376  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1376
 ME1376                          STATION DESCRIPTION
 ME1376
 ME1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1376'1.5 MI SE FROM DEMOTTE.
 ME1376'ABOUT 1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1376'STATION AT DEMOTTE, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD,
 ME1376'AT THE INTERSECTION WITH STATE HIGHWAY 53, 16 FEET SOUTH OF THE
 ME1376'CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF
 ME1376'THE NORTH-SOUTH ROAD, IN THE TOP OF THE EAST END OF THE SOUTH
 ME1376'CONCRETE HEADWALL OF A 2-FOOT PIPE CULVERT UNDER THE HIGHWAY,
 ME1376'AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
 ME1376
 ME1376                          STATION RECOVERY (1989)
 ME1376
 ME1376'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1376'MARK NOT FOUND.
 ME1376
 ME1376                          STATION RECOVERY (2008)
 ME1376
 ME1376'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1376'CULVERT REPLACED.  MARK RESET WITH INDOT DISK BUT NOT REPORTED YET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1353 ***********************************************************************
 LB1353  DESIGNATION -  U 157
 LB1353  PID         -  LB1353
 LB1353  STATE/COUNTY-  IN/JASPER
 LB1353  COUNTRY     -  US
 LB1353  USGS QUAD   -  RENSSELAER (2019)
 LB1353
 LB1353                         *CURRENT SURVEY CONTROL
 LB1353  ______________________________________________________________________
 LB1353* NAD 83(1986) POSITION- 40 56 28.     (N) 087 10 48.     (W)   SCALED
 LB1353* NAVD 88 ORTHO HEIGHT -   203.632 (meters)      668.08  (feet) ADJUSTED
 LB1353  ______________________________________________________________________
 LB1353  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 LB1353  DYNAMIC HEIGHT  -        203.544 (meters)      667.79  (feet) COMP
 LB1353  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 LB1353
 LB1353  VERT ORDER      -  SECOND    CLASS 0
 LB1353
 LB1353.This mark is at Jasper County Airport (RZL)
 LB1353
 LB1353.The horizontal coordinates were scaled from a map and have
 LB1353.an estimated accuracy of +/- 6 seconds.
 LB1353
 LB1353.The orthometric height was determined by differential leveling and
 LB1353.adjusted by the NATIONAL GEODETIC SURVEY
 LB1353.in June 1991.
 LB1353
 LB1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1353.GEOID18 height accuracy estimate available here.
 LB1353
 LB1353.Click photographs - Photos may exist for this station.
 LB1353
 LB1353.The dynamic height is computed by dividing the NAVD 88
 LB1353.geopotential number by the normal gravity value computed on the
 LB1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1353.degrees latitude (g = 980.6199 gals.).
 LB1353
 LB1353.The modeled gravity was interpolated from observed gravity values.
 LB1353
 LB1353;                    North         East    Units  Estimated Accuracy
 LB1353;SPC IN W     -   632,020.      891,860.      MT  (+/- 180 meters Scaled)
 LB1353
 LB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848322(NAD 83)
 LB1353
 LB1353                          SUPERSEDED SURVEY CONTROL
 LB1353
 LB1353  NGVD 29 (??/??/92)  203.719  (m)          668.37   (f) ADJ UNCH    2 0
 LB1353
 LB1353.Superseded values are not recommended for survey control.
 LB1353
 LB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1353.See file dsdata.pdf to determine how the superseded data were derived.
 LB1353
 LB1353_MARKER: DB = BENCH MARK DISK
 LB1353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1353_SP_SET: CULVERT HEADWALL
 LB1353_STAMPING: U 157 1946
 LB1353_MARK LOGO: CGS
 LB1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1353+STABILITY: SURFACE MOTION
 LB1353
 LB1353  HISTORY     - Date     Condition        Report By
 LB1353  HISTORY     - 1946     MONUMENTED       CGS
 LB1353  HISTORY     - 20180318 MARK NOT FOUND   INDOT
 LB1353
 LB1353                          STATION DESCRIPTION
 LB1353
 LB1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1353'1.7 MI W FROM RENSSELAER.
 LB1353'ABOUT 1.7 MILE WEST ALONG STATE HIGHWAY 114 FROM THE COURT
 LB1353'HOUSE AT RENSSELAER, AT THE SOUTHEAST CORNER OF RENSSELAER
 LB1353'AIRPORT AND IN THE NORTHWEST QUARTER OF A CROSS ROAD, SET IN
 LB1353'THE TOP OF THE CENTER OF THE NORTH CONCRETE L TYPE HEADWALL
 LB1353'OF A 2-FOOT PIPE CULVERT UNDER THE HIGHWAY, 23 FEET NORTH OF THE
 LB1353'CENTER LINE OF THE HIGHWAY, 53 FEET WEST OF THE CENTER LINE OF
 LB1353'THE ROAD LEADING NORTH, 16.5 FEET SOUTHEAST OF THE AIRPORT
 LB1353'FENCE CORNER, AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1353
 LB1353                          STATION RECOVERY (2018)
 LB1353
 LB1353'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1353'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1179 ***********************************************************************
 MD1179  DESIGNATION -  U 158 RESET
 MD1179  PID         -  MD1179
 MD1179  STATE/COUNTY-  IN/ELKHART
 MD1179  COUNTRY     -  US
 MD1179  USGS QUAD   -  MILFORD (2019)
 MD1179
 MD1179                         *CURRENT SURVEY CONTROL
 MD1179  ______________________________________________________________________
 MD1179* NAD 83(1986) POSITION- 41 27 00.     (N) 085 46 03.     (W)   SCALED
 MD1179* NAVD 88 ORTHO HEIGHT -   268.87  (meters)      882.1   (feet) RESET
 MD1179  ______________________________________________________________________
 MD1179  GEOID HEIGHT    -        -33.466 (meters)                     GEOID18
 MD1179  VERT ORDER      -  THIRD
 MD1179
 MD1179.The horizontal coordinates were scaled from a map and have
 MD1179.an estimated accuracy of +/- 6 seconds.
 MD1179
 MD1179.The orthometric height was computed from unverified reset data.
 MD1179
 MD1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1179.GEOID18 height accuracy estimate available here.
 MD1179
 MD1179.Click photographs - Photos may exist for this station.
 MD1179
 MD1179;                    North         East    Units  Estimated Accuracy
 MD1179;SPC IN E     -   688,540.       91,580.      MT  (+/- 180 meters Scaled)
 MD1179
 MD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL029894(NAD 83)
 MD1179
 MD1179                          SUPERSEDED SURVEY CONTROL
 MD1179
 MD1179.No superseded survey control is available for this station.
 MD1179
 MD1179_MARKER: DV = VERTICAL CONTROL DISK
 MD1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1179_STAMPING: U 158 RESET 1973
 MD1179_MARK LOGO: NGS
 MD1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1179+STABILITY: SURFACE MOTION
 MD1179
 MD1179  HISTORY     - Date     Condition        Report By
 MD1179  HISTORY     - 1973     MONUMENTED       NGS
 MD1179  HISTORY     - 19870730 GOOD             NGS
 MD1179
 MD1179                          STATION DESCRIPTION
 MD1179
 MD1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MD1179'10.5 MI SW FROM LIGONIER.
 MD1179'9.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 MD1179'HIGHWAY 33 AT THE SOUTH EDGE OF LIGONIER, 39 FEET SOUTH OF THE
 MD1179'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST,
 MD1179'174 FEET WEST OF A 24 INCH COTTONWOOD TREE AND SET IN THE TOP OF
 MD1179'A ROUND CONCRETE POST PROJECTING ABOUT 6 INCHES.
 MD1179
 MD1179                          STATION RECOVERY (1987)
 MD1179
 MD1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MD1179'FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE ROUTE 13 SOUTH,
 MD1179'PROCEED 2.0 MILES (3.2 KM) NORTH OF SYRACUSE, GO WEST ON HIGHWAY 6
 MD1179'FOR 0.95 MILES (1.53 KM) TO THE MARK ON LEFT, 38.6 FEET (11.8 M)
 MD1179'SOUTH OF THE CENTER OF HIGHWAY 6, 23.4 FEET (7.1 M) SOUTHWEST OF THE
 MD1179'SOUTH END OF A PIPE CULVERT UNDER HIGHWAY 6 AND 1.0 FOOT (0.3 M) EAST
 MD1179'FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1134 ***********************************************************************
 MD1134  DESIGNATION -  U 159
 MD1134  PID         -  MD1134
 MD1134  STATE/COUNTY-  IN/KOSCIUSKO
 MD1134  COUNTRY     -  US
 MD1134  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1134
 MD1134                         *CURRENT SURVEY CONTROL
 MD1134  ______________________________________________________________________
 MD1134* NAD 83(1997) POSITION- 41 22 45.95441(N) 085 42 05.44252(W)   ADJUSTED
 MD1134* NAVD 88 ORTHO HEIGHT -   279.692 (meters)      917.62  (feet) ADJUSTED
 MD1134  ______________________________________________________________________
 MD1134  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 MD1134  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 MD1134  DYNAMIC HEIGHT  -        279.576 (meters)      917.24  (feet) COMP
 MD1134  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 MD1134
 MD1134  HORZ ORDER      -  SECOND
 MD1134  VERT ORDER      -  SECOND    CLASS 0
 MD1134
 MD1134.The horizontal coordinates were established by classical geodetic methods
 MD1134.and adjusted by the National Geodetic Survey in May 1999.
 MD1134
 MD1134.The orthometric height was determined by differential leveling and
 MD1134.adjusted by the NATIONAL GEODETIC SURVEY
 MD1134.in June 1991.
 MD1134
 MD1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1134.GEOID18 height accuracy estimate available here.
 MD1134
 MD1134.Click photographs - Photos may exist for this station.
 MD1134
 MD1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1134
 MD1134.The dynamic height is computed by dividing the NAVD 88
 MD1134.geopotential number by the normal gravity value computed on the
 MD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1134.degrees latitude (g = 980.6199 gals.).
 MD1134
 MD1134.The modeled gravity was interpolated from observed gravity values.
 MD1134
 MD1134. The following values were computed from the NAD 83(1997) position.
 MD1134
 MD1134;                    North         East     Units Scale Factor Converg.
 MD1134;SPC IN E     -   680,696.152    97,085.271   MT  0.99996677   -0 01 22.9
 MD1134;SPC IN E     - 2,233,250.63    318,520.59   sFT  0.99996677   -0 01 22.9
 MD1134;UTM  16      - 4,581,692.361   608,577.378   MT  0.99974508   +0 51 30.4
 MD1134
 MD1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1134!SPC IN E     -   0.99996138  x   0.99996677  =   0.99992815
 MD1134!UTM  16      -   0.99996138  x   0.99974508  =   0.99970647
 MD1134
 MD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0857781692(NAD 83)
 MD1134
 MD1134                          SUPERSEDED SURVEY CONTROL
 MD1134
 MD1134  NAD 83(1995)-  41 22 45.95844(N)    085 42 05.45152(W) AD(       ) 2
 MD1134  NAD 83(1986)-  41 22 45.95712(N)    085 42 05.45237(W) AD(       ) 2
 MD1134  NAD 27      -  41 22 45.78400(N)    085 42 05.50290(W) AD(       ) 2
 MD1134  NGVD 29 (??/??/92)  279.816  (m)          918.03   (f) ADJ UNCH    2 0
 MD1134  NGVD 29             279.82   (m)          918.0    (f) LEVELING    3  
 MD1134
 MD1134.Superseded values are not recommended for survey control.
 MD1134
 MD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1134.See file dsdata.pdf to determine how the superseded data were derived.
 MD1134
 MD1134_MARKER: DB = BENCH MARK DISK
 MD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1134_STAMPING: U 159 1946
 MD1134_MARK LOGO: CGS
 MD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1134+STABILITY: SURFACE MOTION
 MD1134
 MD1134  HISTORY     - Date     Condition        Report By
 MD1134  HISTORY     - 1946     MONUMENTED       CGS
 MD1134  HISTORY     - 1947     GOOD             CGS
 MD1134  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1134
 MD1134                          STATION DESCRIPTION
 MD1134
 MD1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1134'3.8 MI N FROM NORTH WEBSTER.
 MD1134'3.75 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1134'NORTH WEBSTER, AT A PAVED ROAD CROSSING, 65 FEET NORTH OF A
 MD1134'TELEPHONE POLE, 39.5 FEET SOUTH OF A FENCE CORNER, 56 FEET SOUTH
 MD1134'OF THE CENTER LINE OF THE PAVED ROAD, 39 FEET EAST OF THE CENTER
 MD1134'LINE OF HIGHWAY 13, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 2
 MD1134'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 MD1134'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MD1134'INCHES.
 MD1134
 MD1134                          STATION RECOVERY (1947)
 MD1134
 MD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1134'THIS IS A TRAVERSE STATION.
 MD1134'
 MD1134'THE STATION IS LOCATED 4 MILES SOUTHEAST OF SYRACUSE AND 4 MILES
 MD1134'NORTH OF NORTH
 MD1134'WEBSTER.  IT IS 1 FOOT WEST FROM A NORTH-SOUTH FENCELINE, 1 FOOT
 MD1134'SOUTH OF A WHITE WITNESS POST AND 40
 MD1134'FEET EAST OF THE CENTER OF STATE HIGHWAY 13.  THE MARK IS A 6 BY 6
 MD1134'INCH CONCRETE POST PROJECTING 4
 MD1134'INCHES, WITH A STANDARD UNITED STATES COAST AND GEODETIC
 MD1134'SURVEY BENCH MARK DISK STAMPED U 159 1946.
 MD1134'
 MD1134'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WAWASEE AND
 MD1134'THE DISTANCE WAS FOUND TO BE
 MD1134'24.841 METERS.
 MD1134'
 MD1134'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH SIDE OF
 MD1134'SYRACUSE, GO SOUTHEAST ON
 MD1134'STATE HIGHWAY 13 FOR 4.3 MILES TO THE STATION ON THE LEFT AS
 MD1134'DESCRIBED.
 MD1134
 MD1134                          STATION RECOVERY (1997)
 MD1134
 MD1134'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1263 ***********************************************************************
 LB1263  DESIGNATION -  U 16
 LB1263  PID         -  LB1263
 LB1263  STATE/COUNTY-  IN/NEWTON
 LB1263  COUNTRY     -  US
 LB1263  USGS QUAD   -  KENTLAND (2019)
 LB1263
 LB1263                         *CURRENT SURVEY CONTROL
 LB1263  ______________________________________________________________________
 LB1263* NAD 83(1986) POSITION- 40 52 05.21   (N) 087 26 46.15   (W)   HD_HELD1
 LB1263* NAVD 88 ORTHO HEIGHT -   201.850 (meters)      662.24  (feet) ADJUSTED
 LB1263  ______________________________________________________________________
 LB1263  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 LB1263  DYNAMIC HEIGHT  -        201.761 (meters)      661.94  (feet) COMP
 LB1263  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 LB1263
 LB1263  VERT ORDER      -  FIRST     CLASS II
 LB1263
 LB1263.The horizontal coordinates were determined by differentially corrected
 LB1263.hand held GPS observations or other comparable positioning techniques
 LB1263.and have an estimated accuracy of +/- 3 meters.
 LB1263
 LB1263.The orthometric height was determined by differential leveling and
 LB1263.adjusted by the NATIONAL GEODETIC SURVEY
 LB1263.in June 1991.
 LB1263
 LB1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1263.GEOID18 height accuracy estimate available here.
 LB1263
 LB1263.Click photographs - Photos may exist for this station.
 LB1263
 LB1263.The dynamic height is computed by dividing the NAVD 88
 LB1263.geopotential number by the normal gravity value computed on the
 LB1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1263.degrees latitude (g = 980.6199 gals.).
 LB1263
 LB1263.The modeled gravity was interpolated from observed gravity values.
 LB1263
 LB1263;                    North         East    Units  Estimated Accuracy
 LB1263;SPC IN W     -   623,975.7     869,414.3     MT  (+/- 3 meters HH1 GPS) 
 LB1263
 LB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6240324212(NAD 83)
 LB1263
 LB1263                          SUPERSEDED SURVEY CONTROL
 LB1263
 LB1263  NGVD 29 (??/??/92)  201.920  (m)          662.47   (f) ADJ UNCH    1 2
 LB1263
 LB1263.Superseded values are not recommended for survey control.
 LB1263
 LB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1263.See file dsdata.pdf to determine how the superseded data were derived.
 LB1263
 LB1263_MARKER: DB = BENCH MARK DISK
 LB1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1263_STAMPING: U 16 1934
 LB1263_MARK LOGO: CGS
 LB1263_PROJECTION: PROJECTING 10 CENTIMETERS
 LB1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1263+STABILITY: SURFACE MOTION
 LB1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1263+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 LB1263
 LB1263  HISTORY     - Date     Condition        Report By
 LB1263  HISTORY     - 1934     MONUMENTED       CGS
 LB1263  HISTORY     - 1946     GOOD             CGS
 LB1263  HISTORY     - 20140715 GOOD             ILSGS
 LB1263  HISTORY     - 20160204 GOOD             AMESC
 LB1263
 LB1263                          STATION DESCRIPTION
 LB1263
 LB1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1263'AT ADE.
 LB1263'AT ADE, NEWTON COUNTY, 155 FEET NORTH OF THE NORTH SIDE OF THE
 LB1263'NEW YORK CENTRAL RAILROAD STATION, 135 FEET NORTHEAST AND ACROSS
 LB1263'THE TRACKS FROM THE NORTHEAST CORNER OF A GRAIN ELEVATOR, 37 FEET
 LB1263'NORTH OF A GRAVEL-ROAD CROSSING, 36 FEET EAST OF THE EAST RAIL
 LB1263'OF THE NORTH-BOUND TRACK, AND ABOUT 2 FEET HIGHER THAN THE RAIL.
 LB1263'A STANDARD DISK, STAMPED U 16 1934 AND SET IN THE TOP OF A CONCRETE
 LB1263'POST.
 LB1263
 LB1263                          STATION RECOVERY (2014)
 LB1263
 LB1263'RECOVERY NOTE BY IL STATE GEOLOGICAL SURVEY 2014 (MEB)
 LB1263'THE TRACKS HAVE BEEN ABANDONED THE STREET IS ASPHALT.  THE MARK IS 51
 LB1263'FT (15.5 M) EAST OF THE EASTERLY TRACK AND 38 FT (11.6 M) NORTH OF THE
 LB1263'CENTER OF THE STREET UNDER A LAGER TREE.  THE MARK PROJECTS 4 INCHES
 LB1263'(10 CM) ABOVE THE GROUND AND IS 1 FT (0.3 M) HIGHER THAN THE STREET.
 LB1263
 LB1263                          STATION RECOVERY (2016)
 LB1263
 LB1263'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1263'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1124 ***********************************************************************
 MD1124  DESIGNATION -  U 160
 MD1124  PID         -  MD1124
 MD1124  STATE/COUNTY-  IN/KOSCIUSKO
 MD1124  COUNTRY     -  US
 MD1124  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1124
 MD1124                         *CURRENT SURVEY CONTROL
 MD1124  ______________________________________________________________________
 MD1124* NAD 83(1986) POSITION- 41 15 27.76   (N) 085 41 58.68   (W)   HD_HELD1
 MD1124* NAVD 88 ORTHO HEIGHT -   264.290 (meters)      867.09  (feet) ADJUSTED
 MD1124  ______________________________________________________________________
 MD1124  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 MD1124  DYNAMIC HEIGHT  -        264.179 (meters)      866.73  (feet) COMP
 MD1124  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 MD1124
 MD1124  VERT ORDER      -  SECOND    CLASS 0
 MD1124
 MD1124.The horizontal coordinates were determined by differentially corrected
 MD1124.hand held GPS observations or other comparable positioning techniques
 MD1124.and have an estimated accuracy of +/- 3 meters.
 MD1124
 MD1124.The orthometric height was determined by differential leveling and
 MD1124.adjusted by the NATIONAL GEODETIC SURVEY
 MD1124.in June 1991.
 MD1124
 MD1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1124.GEOID18 height accuracy estimate available here.
 MD1124
 MD1124.Click photographs - Photos may exist for this station.
 MD1124
 MD1124.The dynamic height is computed by dividing the NAVD 88
 MD1124.geopotential number by the normal gravity value computed on the
 MD1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1124.degrees latitude (g = 980.6199 gals.).
 MD1124
 MD1124.The modeled gravity was interpolated from observed gravity values.
 MD1124
 MD1124;                    North         East    Units  Estimated Accuracy
 MD1124;SPC IN E     -   667,178.2      97,237.3     MT  (+/- 3 meters HH1 GPS) 
 MD1124
 MD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0893668181(NAD 83)
 MD1124
 MD1124                          SUPERSEDED SURVEY CONTROL
 MD1124
 MD1124  NGVD 29 (??/??/92)  264.412  (m)          867.49   (f) ADJ UNCH    2 0
 MD1124
 MD1124.Superseded values are not recommended for survey control.
 MD1124
 MD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1124.See file dsdata.pdf to determine how the superseded data were derived.
 MD1124
 MD1124_MARKER: DB = BENCH MARK DISK
 MD1124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1124_SP_SET: CULVERT HEADWALL
 MD1124_STAMPING: U 160 1946
 MD1124_MARK LOGO: CGS
 MD1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1124+STABILITY: SURFACE MOTION
 MD1124
 MD1124  HISTORY     - Date     Condition        Report By
 MD1124  HISTORY     - 1946     MONUMENTED       CGS
 MD1124  HISTORY     - 1969     GOOD             CGS
 MD1124  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD1124
 MD1124                          STATION DESCRIPTION
 MD1124
 MD1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1124'5 MI S FROM NORTH WEBSTER.
 MD1124'4.95 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1124'NORTH WEBSTER, ABOUT 1.45 MILE NORTH OF OLD HIGHWAY 30, AT A
 MD1124'CROSS ROAD, (150 N), 61 FEET WEST OF THE CENTER LINE OF THE
 MD1124'HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF 150 N, AND SET IN
 MD1124'THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT
 MD1124'UNDER THE SIDE ROAD (150 N), ABOUT LEVEL WITH THE SIDE ROAD AND
 MD1124'SET IN A DRILL HOLE.  NOTE-- MARK MAY BE REACHED FROM THE POST
 MD1124'OFFICE AT PIERCETON BY GOING ABOUT 4.3 MILES NORTH ALONG STATE
 MD1124'HIGHWAY 13.  S.W.P. 1 FOOT EAST OF BENCH MARK.
 MD1124
 MD1124                          STATION RECOVERY (1997)
 MD1124
 MD1124'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1452 ***********************************************************************
 MD1452  DESIGNATION -  U 161 RESET
 MD1452  PID         -  MD1452
 MD1452  STATE/COUNTY-  IN/NOBLE
 MD1452  COUNTRY     -  US
 MD1452  USGS QUAD   -  CORUNNA (2019)
 MD1452
 MD1452                         *CURRENT SURVEY CONTROL
 MD1452  ______________________________________________________________________
 MD1452* NAD 83(1986) POSITION- 41 23 14.     (N) 085 14 32.     (W)   SCALED
 MD1452* NAVD 88 ORTHO HEIGHT -   297.45  (meters)      975.9   (feet) RESET
 MD1452  ______________________________________________________________________
 MD1452  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 MD1452  VERT ORDER      -  THIRD
 MD1452
 MD1452.The horizontal coordinates were scaled from a map and have
 MD1452.an estimated accuracy of +/- 6 seconds.
 MD1452
 MD1452.The orthometric height was computed from unverified reset data.
 MD1452
 MD1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1452.GEOID18 height accuracy estimate available here.
 MD1452
 MD1452.Click photographs - Photos may exist for this station.
 MD1452
 MD1452;                    North         East    Units  Estimated Accuracy
 MD1452;SPC IN E     -   681,650.      135,500.      MT  (+/- 180 meters Scaled)
 MD1452
 MD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL469832(NAD 83)
 MD1452
 MD1452                          SUPERSEDED SURVEY CONTROL
 MD1452
 MD1452  NGVD 29 (08/22/16)  297.59   (m)          976.3    (f) RESET       3  
 MD1452
 MD1452.Superseded values are not recommended for survey control.
 MD1452
 MD1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1452.See file dsdata.pdf to determine how the superseded data were derived.
 MD1452
 MD1452_MARKER: DV = VERTICAL CONTROL DISK
 MD1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1452_STAMPING: U 161 RESET 1981
 MD1452_MARK LOGO: NGS
 MD1452_PROJECTION: FLUSH
 MD1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1452+STABILITY: SURFACE MOTION
 MD1452
 MD1452  HISTORY     - Date     Condition        Report By
 MD1452  HISTORY     - 1981     MONUMENTED       NGS
 MD1452
 MD1452                          STATION DESCRIPTION
 MD1452
 MD1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MD1452'1.55 MI NORTH FROM AVILLA.
 MD1452'1.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE MAIN INTERSECTION IN
 MD1452'AVILLA, 0.6 MILE SOUTH OF JUNCTION OF HIGHWAYS 3 AND 8, 1 FOOT SOUTH
 MD1452'OF POWER POLE NO N 338-73, 39 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MD1452'3, 61 FEET SOUTHWEST OF THE EAST END OF A 13 FOOT PIPE CULVERT AND 4
 MD1452'FEET SOUTH OF A 5 FOOT HIGH PIPELINE WARNING POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0870 ***********************************************************************
 MD0870  DESIGNATION -  U 162
 MD0870  PID         -  MD0870
 MD0870  STATE/COUNTY-  IN/DE KALB
 MD0870  COUNTRY     -  US
 MD0870  USGS QUAD   -  GARRETT (2019)
 MD0870
 MD0870                         *CURRENT SURVEY CONTROL
 MD0870  ______________________________________________________________________
 MD0870* NAD 83(1986) POSITION- 41 21 57.     (N) 085 09 19.     (W)   SCALED
 MD0870* NAVD 88 ORTHO HEIGHT -   271.068 (meters)      889.33  (feet) ADJUSTED
 MD0870  ______________________________________________________________________
 MD0870  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 MD0870  DYNAMIC HEIGHT  -        270.959 (meters)      888.97  (feet) COMP
 MD0870  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 MD0870
 MD0870  VERT ORDER      -  SECOND    CLASS 0
 MD0870
 MD0870.The horizontal coordinates were scaled from a map and have
 MD0870.an estimated accuracy of +/- 6 seconds.
 MD0870
 MD0870.The orthometric height was determined by differential leveling and
 MD0870.adjusted by the NATIONAL GEODETIC SURVEY
 MD0870.in June 1991.
 MD0870
 MD0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0870.GEOID18 height accuracy estimate available here.
 MD0870
 MD0870.Click photographs - Photos may exist for this station.
 MD0870
 MD0870.The dynamic height is computed by dividing the NAVD 88
 MD0870.geopotential number by the normal gravity value computed on the
 MD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0870.degrees latitude (g = 980.6199 gals.).
 MD0870
 MD0870.The modeled gravity was interpolated from observed gravity values.
 MD0870
 MD0870;                    North         East    Units  Estimated Accuracy
 MD0870;SPC IN E     -   679,310.      142,790.      MT  (+/- 180 meters Scaled)
 MD0870
 MD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542810(NAD 83)
 MD0870
 MD0870                          SUPERSEDED SURVEY CONTROL
 MD0870
 MD0870  NGVD 29 (??/??/92)  271.213  (m)          889.80   (f) ADJ UNCH    2 0
 MD0870
 MD0870.Superseded values are not recommended for survey control.
 MD0870
 MD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0870.See file dsdata.pdf to determine how the superseded data were derived.
 MD0870
 MD0870_MARKER: DB = BENCH MARK DISK
 MD0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0870_STAMPING: U 162 1946
 MD0870_MARK LOGO: CGS
 MD0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0870+STABILITY: SURFACE MOTION
 MD0870
 MD0870  HISTORY     - Date     Condition        Report By
 MD0870  HISTORY     - 1946     MONUMENTED       CGS
 MD0870  HISTORY     - 1962     GOOD             CGS
 MD0870
 MD0870                          STATION DESCRIPTION
 MD0870
 MD0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0870'4.5 MI E FROM AVILLA.
 MD0870'ABOUT 5.3 MILES W ALONG NO. 8 INDIANA HWY. FROM THE NW CORNER
 MD0870'OF THE COURTHOUSE SQUARE IN AUBURN, 1.0 MILE W OF JUNCTION OF
 MD0870'NO. 8 AND NO. 27 U.S. HWY., 4.5 MILES E ALONG SAME FROM THE MAIN
 MD0870'CORNER IN AVILLA AT ITS JUNCTION WITH NO. 3 INDIANA HWY., 32 FEET
 MD0870'W OF CENTER LINE OF NO. 7 COUNTY ROAD WHICH EXTENDS N, 41 FEET
 MD0870'N OF CENTER LINE OF THE HWY., 1.5 FEET HIGHER THAN SAME, 11 FEET
 MD0870'W OF A FENCE CORNER, ONE FOOT S OF FENCE, 1.7 FEET W OF STEEL
 MD0870'WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0920 ***********************************************************************
 MD0920  DESIGNATION -  U 163 RESET
 MD0920  PID         -  MD0920
 MD0920  STATE/COUNTY-  IN/NOBLE
 MD0920  COUNTRY     -  US
 MD0920  USGS QUAD   -  MERRIAM (2019)
 MD0920
 MD0920                         *CURRENT SURVEY CONTROL
 MD0920  ______________________________________________________________________
 MD0920* NAD 83(1986) POSITION- 41 22 00.     (N) 085 25 28.     (W)   SCALED
 MD0920* NAVD 88 ORTHO HEIGHT -   277.19  (meters)      909.4   (feet) RESET
 MD0920  ______________________________________________________________________
 MD0920  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 MD0920  VERT ORDER      -  THIRD
 MD0920
 MD0920.The horizontal coordinates were scaled from a map and have
 MD0920.an estimated accuracy of +/- 6 seconds.
 MD0920
 MD0920.The orthometric height was computed from unverified reset data.
 MD0920
 MD0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0920.GEOID18 height accuracy estimate available here.
 MD0920
 MD0920.Click photographs - Photos may exist for this station.
 MD0920
 MD0920;                    North         East    Units  Estimated Accuracy
 MD0920;SPC IN E     -   679,310.      120,270.      MT  (+/- 180 meters Scaled)
 MD0920
 MD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317806(NAD 83)
 MD0920
 MD0920                          SUPERSEDED SURVEY CONTROL
 MD0920
 MD0920  NGVD 29 (??/??/??)  277.33   (m)          909.9    (f) RESET       3  
 MD0920
 MD0920.Superseded values are not recommended for survey control.
 MD0920
 MD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0920.See file dsdata.pdf to determine how the superseded data were derived.
 MD0920
 MD0920_MARKER: DB = BENCH MARK DISK
 MD0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0920_STAMPING: U 163 RESET 1966
 MD0920_MARK LOGO: CGS
 MD0920_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0920+STABILITY: SURFACE MOTION
 MD0920
 MD0920  HISTORY     - Date     Condition        Report By
 MD0920  HISTORY     - 1966     MONUMENTED       CGS
 MD0920
 MD0920                          STATION DESCRIPTION
 MD0920
 MD0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0920'2 MI S FROM ALBION.
 MD0920'2.0 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE AT
 MD0920'ALBION, IN THE SOUTHWEST ANGLE OF A CROSSROAD, 146 FEET WEST OF
 MD0920'THE CENTER OF STATE HIGHWAY 9, 50 FEET EAST OF A POWERLINE POLE,
 MD0920'19 FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 1.5 FEET EAST OF
 MD0920'A METAL WITNESS POST, AND IS SET IN THE TOP OF A ROUND CONCRETE
 MD0920'POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0935 ***********************************************************************
 MD0935  DESIGNATION -  U 164
 MD0935  PID         -  MD0935
 MD0935  STATE/COUNTY-  IN/NOBLE
 MD0935  COUNTRY     -  US
 MD0935  USGS QUAD   -  MERRIAM (2019)
 MD0935
 MD0935                         *CURRENT SURVEY CONTROL
 MD0935  ______________________________________________________________________
 MD0935* NAD 83(1986) POSITION- 41 19 57.     (N) 085 29 24.     (W)   SCALED
 MD0935* NAVD 88 ORTHO HEIGHT -   276.611 (meters)      907.51  (feet) ADJUSTED
 MD0935  ______________________________________________________________________
 MD0935  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 MD0935  DYNAMIC HEIGHT  -        276.499 (meters)      907.15  (feet) COMP
 MD0935  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 MD0935
 MD0935  VERT ORDER      -  SECOND    CLASS 0
 MD0935
 MD0935.The horizontal coordinates were scaled from a map and have
 MD0935.an estimated accuracy of +/- 6 seconds.
 MD0935
 MD0935.The orthometric height was determined by differential leveling and
 MD0935.adjusted by the NATIONAL GEODETIC SURVEY
 MD0935.in June 1991.
 MD0935
 MD0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0935.GEOID18 height accuracy estimate available here.
 MD0935
 MD0935.Click photographs - Photos may exist for this station.
 MD0935
 MD0935.The dynamic height is computed by dividing the NAVD 88
 MD0935.geopotential number by the normal gravity value computed on the
 MD0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0935.degrees latitude (g = 980.6199 gals.).
 MD0935
 MD0935.The modeled gravity was interpolated from observed gravity values.
 MD0935
 MD0935;                    North         East    Units  Estimated Accuracy
 MD0935;SPC IN E     -   675,500.      114,790.      MT  (+/- 180 meters Scaled)
 MD0935
 MD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL263767(NAD 83)
 MD0935
 MD0935                          SUPERSEDED SURVEY CONTROL
 MD0935
 MD0935  NGVD 29 (??/??/92)  276.752  (m)          907.98   (f) ADJ UNCH    2 0
 MD0935
 MD0935.Superseded values are not recommended for survey control.
 MD0935
 MD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0935.See file dsdata.pdf to determine how the superseded data were derived.
 MD0935
 MD0935_MARKER: DB = BENCH MARK DISK
 MD0935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0935_SP_SET: CULVERT HEADWALL
 MD0935_STAMPING: U 164 1946
 MD0935_MARK LOGO: CGS
 MD0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0935+STABILITY: SURFACE MOTION
 MD0935
 MD0935  HISTORY     - Date     Condition        Report By
 MD0935  HISTORY     - 1946     MONUMENTED       CGS
 MD0935  HISTORY     - 1961     GOOD             CGS
 MD0935
 MD0935                          STATION DESCRIPTION
 MD0935
 MD0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0935'0.3 MI SE FROM WOLF LAKE.
 MD0935'ABOUT 0.2 MILE SOUTHEASTERLY ALONG NO. 33 U.S. HIGHWAY FROM ITS
 MD0935'JUNCTION WITH NO. 109 INDIANA HIGHWAY JUST SE OF BUSINESS DISTRICT OF
 MD0935'WOLF LAKE, ABOUT 65 YARDS NW OF THE JUNCTION WITH A ROAD
 MD0935'EXTENDING N, ABOUT 10 YARDS E OF THE CENTER OF A SHORT SHARP
 MD0935'CONCAVE-TO-SOUTH CURVE, 22 FEET SW OF CENTER LINE OF 22-FOOT
 MD0935'ASPHALT HWY. PAVEMENT, ABOUT 4 FEET LOWER THAN SAME, SET IN A
 MD0935'DRILL HOLE 1.2 FEET NW OF SE END OF 8-FOOT HEADWALL OF A 14-INCH
 MD0935'CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1150 ***********************************************************************
 MD1150  DESIGNATION -  U 165
 MD1150  PID         -  MD1150
 MD1150  STATE/COUNTY-  IN/WHITLEY
 MD1150  COUNTRY     -  US
 MD1150  USGS QUAD   -  LORANE (2019)
 MD1150
 MD1150                         *CURRENT SURVEY CONTROL
 MD1150  ______________________________________________________________________
 MD1150* NAD 83(1986) POSITION- 41 12 08.     (N) 085 32 38.     (W)   SCALED
 MD1150* NAVD 88 ORTHO HEIGHT -   273.424 (meters)      897.06  (feet) ADJUSTED
 MD1150  ______________________________________________________________________
 MD1150  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 MD1150  DYNAMIC HEIGHT  -        273.315 (meters)      896.70  (feet) COMP
 MD1150  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 MD1150
 MD1150  VERT ORDER      -  SECOND    CLASS 0
 MD1150
 MD1150.The horizontal coordinates were scaled from a map and have
 MD1150.an estimated accuracy of +/- 6 seconds.
 MD1150
 MD1150.The orthometric height was determined by differential leveling and
 MD1150.adjusted by the NATIONAL GEODETIC SURVEY
 MD1150.in June 1991.
 MD1150
 MD1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1150.GEOID18 height accuracy estimate available here.
 MD1150
 MD1150.Click photographs - Photos may exist for this station.
 MD1150
 MD1150.The dynamic height is computed by dividing the NAVD 88
 MD1150.geopotential number by the normal gravity value computed on the
 MD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1150.degrees latitude (g = 980.6199 gals.).
 MD1150
 MD1150.The modeled gravity was interpolated from observed gravity values.
 MD1150
 MD1150;                    North         East    Units  Estimated Accuracy
 MD1150;SPC IN E     -   661,020.      110,300.      MT  (+/- 180 meters Scaled)
 MD1150
 MD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL220622(NAD 83)
 MD1150
 MD1150                          SUPERSEDED SURVEY CONTROL
 MD1150
 MD1150  NGVD 29 (??/??/92)  273.572  (m)          897.54   (f) ADJ UNCH    2 0
 MD1150
 MD1150.Superseded values are not recommended for survey control.
 MD1150
 MD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1150.See file dsdata.pdf to determine how the superseded data were derived.
 MD1150
 MD1150_MARKER: DB = BENCH MARK DISK
 MD1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1150_SP_SET: ABUTMENT
 MD1150_STAMPING: U 165 1946
 MD1150_MARK LOGO: CGS
 MD1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1150
 MD1150  HISTORY     - Date     Condition        Report By
 MD1150  HISTORY     - 1946     MONUMENTED       CGS
 MD1150  HISTORY     - 1961     GOOD             CGS
 MD1150
 MD1150                          STATION DESCRIPTION
 MD1150
 MD1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1150'0.8 MI SE FROM LORAIN.
 MD1150'ABOUT 0.8 MILE SE ALONG LINCOLN WAY FROM LORAIN CROSSROADS, OR
 MD1150'4.8 MILES NW ALONG NO. 30 U.S. HIGHWAY AND LINCOLN WAY FROM THE
 MD1150'COURTHOUSE IN COLUMBIA CITY, AN ESTIMATED 100 YARDS SE OF
 MD1150'SCHECKLER ROAD-LINCOLN WAY CROSSROADS, 28 FEET NE OF CENTER LINE
 MD1150'OF THE HIGHWAY, ABOUT A FOOT HIGHER THAN SAME, IN A DRILL HOLE
 MD1150'IN NE END OF NW ABUTMENT OF 20-FOOT CONCRETE BRIDGE, AND ABOUT
 MD1150'1/2-FOOT NE OF THE CONCRETE PARAPET WALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0166 ***********************************************************************
 ME0166  DESIGNATION -  U 168
 ME0166  PID         -  ME0166
 ME0166  STATE/COUNTY-  IN/MARSHALL
 ME0166  COUNTRY     -  US
 ME0166  USGS QUAD   -  BREMEN (2019)
 ME0166
 ME0166                         *CURRENT SURVEY CONTROL
 ME0166  ______________________________________________________________________
 ME0166* NAD 83(1986) POSITION- 41 26 43.2    (N) 086 09 13.4    (W)   HD_HELD2
 ME0166* NAVD 88 ORTHO HEIGHT -   258.290 (meters)      847.41  (feet) ADJUSTED
 ME0166  ______________________________________________________________________
 ME0166  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME0166  DYNAMIC HEIGHT  -        258.183 (meters)      847.06  (feet) COMP
 ME0166  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME0166
 ME0166  VERT ORDER      -  SECOND    CLASS 0
 ME0166
 ME0166.The horizontal coordinates were established by autonomous hand held GPS
 ME0166.observations and have an estimated accuracy of +/- 10 meters.
 ME0166
 ME0166.The orthometric height was determined by differential leveling and
 ME0166.adjusted by the NATIONAL GEODETIC SURVEY
 ME0166.in June 1991.
 ME0166
 ME0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0166.GEOID18 height accuracy estimate available here.
 ME0166
 ME0166.Click photographs - Photos may exist for this station.
 ME0166
 ME0166.The dynamic height is computed by dividing the NAVD 88
 ME0166.geopotential number by the normal gravity value computed on the
 ME0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0166.degrees latitude (g = 980.6199 gals.).
 ME0166
 ME0166.The modeled gravity was interpolated from observed gravity values.
 ME0166
 ME0166;                    North         East    Units  Estimated Accuracy
 ME0166;SPC IN E     -   688,129.       59,300.      MT  (+/- 10 meters HH2 GPS)
 ME0166
 ME0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7069288540(NAD 83)
 ME0166
 ME0166                          SUPERSEDED SURVEY CONTROL
 ME0166
 ME0166  NGVD 29 (??/??/92)  258.407  (m)          847.79   (f) ADJ UNCH    2 0
 ME0166
 ME0166.Superseded values are not recommended for survey control.
 ME0166
 ME0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0166.See file dsdata.pdf to determine how the superseded data were derived.
 ME0166
 ME0166_MARKER: DB = BENCH MARK DISK
 ME0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0166_SP_SET: BUILDING
 ME0166_STAMPING: U 168 1946
 ME0166_MARK LOGO: CGS
 ME0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0166
 ME0166  HISTORY     - Date     Condition        Report By
 ME0166  HISTORY     - 1946     MONUMENTED       CGS
 ME0166  HISTORY     - 1988     GOOD             USPSQD
 ME0166  HISTORY     - 19940826 GOOD             USPSQD
 ME0166
 ME0166                          STATION DESCRIPTION
 ME0166
 ME0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0166'AT BREMEN.
 ME0166'AT BREMEN, 1 BLOCK SOUTH AND ABOUT 0.4 MILE WEST OF THE BREMEN
 ME0166'STATE BANK, AT THE MAIN ENTRANCE TO THE BREMEN-GERMAN TOWNSHIP
 ME0166'SCHOOL, IN THE NORTH TILE BRICK WALL, 7 FEET EAST OF THE CENTER
 ME0166'LINE OF THE ENTRANCE, AND 3.2 FEET ABOVE THE GROUND.
 ME0166
 ME0166                          STATION RECOVERY (1988)
 ME0166
 ME0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0166'RECOVERED IN GOOD CONDITION.
 ME0166
 ME0166                          STATION RECOVERY (1994)
 ME0166
 ME0166'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0181 ***********************************************************************
 ME0181  DESIGNATION -  U 169
 ME0181  PID         -  ME0181
 ME0181  STATE/COUNTY-  IN/MARSHALL
 ME0181  COUNTRY     -  US
 ME0181  USGS QUAD   -  BREMEN (2019)
 ME0181
 ME0181                         *CURRENT SURVEY CONTROL
 ME0181  ______________________________________________________________________
 ME0181* NAD 83(1986) POSITION- 41 24 19.     (N) 086 10 00.     (W)   SCALED
 ME0181* NAVD 88 ORTHO HEIGHT -   244.088 (meters)      800.81  (feet) ADJUSTED
 ME0181  ______________________________________________________________________
 ME0181  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 ME0181  DYNAMIC HEIGHT  -        243.986 (meters)      800.48  (feet) COMP
 ME0181  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME0181
 ME0181  VERT ORDER      -  SECOND    CLASS 0
 ME0181
 ME0181.The horizontal coordinates were scaled from a map and have
 ME0181.an estimated accuracy of +/- 6 seconds.
 ME0181
 ME0181.The orthometric height was determined by differential leveling and
 ME0181.adjusted by the NATIONAL GEODETIC SURVEY
 ME0181.in June 1991.
 ME0181
 ME0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0181.GEOID18 height accuracy estimate available here.
 ME0181
 ME0181.Click photographs - Photos may exist for this station.
 ME0181
 ME0181.The dynamic height is computed by dividing the NAVD 88
 ME0181.geopotential number by the normal gravity value computed on the
 ME0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0181.degrees latitude (g = 980.6199 gals.).
 ME0181
 ME0181.The modeled gravity was interpolated from observed gravity values.
 ME0181
 ME0181;                    North         East    Units  Estimated Accuracy
 ME0181;SPC IN E     -   683,690.       58,190.      MT  (+/- 180 meters Scaled)
 ME0181
 ME0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL696840(NAD 83)
 ME0181
 ME0181                          SUPERSEDED SURVEY CONTROL
 ME0181
 ME0181  NGVD 29 (??/??/92)  244.206  (m)          801.20   (f) ADJ UNCH    2 0
 ME0181
 ME0181.Superseded values are not recommended for survey control.
 ME0181
 ME0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0181.See file dsdata.pdf to determine how the superseded data were derived.
 ME0181
 ME0181_MARKER: DB = BENCH MARK DISK
 ME0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0181_SP_SET: CULVERT HEADWALL
 ME0181_STAMPING: U 169 1946
 ME0181_MARK LOGO: CGS
 ME0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0181+STABILITY: SURFACE MOTION
 ME0181
 ME0181  HISTORY     - Date     Condition        Report By
 ME0181  HISTORY     - 1946     MONUMENTED       CGS
 ME0181  HISTORY     - 1955     GOOD             INHD
 ME0181  HISTORY     - 19940830 MARK NOT FOUND   USPSQD
 ME0181
 ME0181                          STATION DESCRIPTION
 ME0181
 ME0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0181'2.6 MI W FROM MUNCIE CORNER.
 ME0181'ABOUT 2.55 MILES WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0181'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, ABOUT 0.35 MILE EAST
 ME0181'OF RIVERSIDE UNITED BRETHREN CHURCH, ABOUT 250 FEET EAST OF THE
 ME0181'CENTER LINE OF THE DRIVE LEADING SOUTH TO THE IRA HEYDE FARM,
 ME0181'AT A 4-FOOT METAL PIPE CULVERT, IN THE CENTER OF THE TOP OF
 ME0181'THE NORTH CONCRETE HEAD WALL, 11.5 FEET NORTH OF THE CENTER LINE
 ME0181'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 ME0181
 ME0181                          STATION RECOVERY (1955)
 ME0181
 ME0181'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1955
 ME0181'RECOVERED IN GOOD CONDITION.
 ME0181
 ME0181                          STATION RECOVERY (1994)
 ME0181
 ME0181'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1166 ***********************************************************************
 ME1166  DESIGNATION -  U 17
 ME1166  PID         -  ME1166
 ME1166  STATE/COUNTY-  IN/LAKE
 ME1166  COUNTRY     -  US
 ME1166  USGS QUAD   -  SAINT JOHN (2019)
 ME1166
 ME1166                         *CURRENT SURVEY CONTROL
 ME1166  ______________________________________________________________________
 ME1166* NAD 83(1986) POSITION- 41 29 26.     (N) 087 27 58.     (W)   SCALED
 ME1166* NAVD 88 ORTHO HEIGHT -   197.551 (meters)      648.13  (feet) ADJUSTED
 ME1166  ______________________________________________________________________
 ME1166  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 ME1166  DYNAMIC HEIGHT  -        197.474 (meters)      647.88  (feet) COMP
 ME1166  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 ME1166
 ME1166  VERT ORDER      -  FIRST     CLASS II
 ME1166
 ME1166.The horizontal coordinates were scaled from a map and have
 ME1166.an estimated accuracy of +/- 6 seconds.
 ME1166
 ME1166.The orthometric height was determined by differential leveling and
 ME1166.adjusted by the NATIONAL GEODETIC SURVEY
 ME1166.in June 1991.
 ME1166
 ME1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1166.GEOID18 height accuracy estimate available here.
 ME1166
 ME1166.Click photographs - Photos may exist for this station.
 ME1166
 ME1166.The dynamic height is computed by dividing the NAVD 88
 ME1166.geopotential number by the normal gravity value computed on the
 ME1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1166.degrees latitude (g = 980.6199 gals.).
 ME1166
 ME1166.The modeled gravity was interpolated from observed gravity values.
 ME1166
 ME1166;                    North         East    Units  Estimated Accuracy
 ME1166;SPC IN W     -   693,110.      868,040.      MT  (+/- 180 meters Scaled)
 ME1166
 ME1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610933(NAD 83)
 ME1166
 ME1166                          SUPERSEDED SURVEY CONTROL
 ME1166
 ME1166  NGVD 29 (??/??/92)  197.644  (m)          648.44   (f) ADJ UNCH    1 2
 ME1166
 ME1166.Superseded values are not recommended for survey control.
 ME1166
 ME1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1166.See file dsdata.pdf to determine how the superseded data were derived.
 ME1166
 ME1166_MARKER: DB = BENCH MARK DISK
 ME1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1166_SP_SET: BRIDGE SEAT
 ME1166_STAMPING: U 17 1934
 ME1166_MARK LOGO: CGS
 ME1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1166+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME1166
 ME1166  HISTORY     - Date     Condition        Report By
 ME1166  HISTORY     - 1934     MONUMENTED       CGS
 ME1166  HISTORY     - 1946     GOOD             CGS
 ME1166  HISTORY     - 20100324 GOOD             INDIV
 ME1166  HISTORY     - 20210226 GOOD             INDOT
 ME1166
 ME1166                          STATION DESCRIPTION
 ME1166
 ME1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1166'3.2 MI N FROM ST JOHN.
 ME1166'3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1166'STATION AT ST. JOHN, LAKE COUNTY, 0.1 MILE NORTH OF MILEPOST 31,
 ME1166'AT THE BRIDGE OVER U.S. HIGHWAY 30, IN THE WEST END OF THE
 ME1166'SOUTH BRIDGE SEAT, 14.7 FEET WEST OF THE WEST RAIL OF THE
 ME1166'SOUTH-BOUND TRACK, AND ABOUT 4 FEET BELOW THE TOP OF THE RAIL.
 ME1166'A STANDARD DISK, STAMPED U 17 1934.
 ME1166
 ME1166                          STATION RECOVERY (2010)
 ME1166
 ME1166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SRK)
 ME1166'RECOVERED IN GOOD CONDITION.
 ME1166
 ME1166                          STATION RECOVERY (2021)
 ME1166
 ME1166'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0019 ***********************************************************************
 ME0019  DESIGNATION -  U 170
 ME0019  PID         -  ME0019
 ME0019  STATE/COUNTY-  IN/ST JOSEPH
 ME0019  COUNTRY     -  US
 ME0019  USGS QUAD   -  WYATT (2019)
 ME0019
 ME0019                         *CURRENT SURVEY CONTROL
 ME0019  ______________________________________________________________________
 ME0019* NAD 83(1986) POSITION- 41 31 14.     (N) 086 14 40.     (W)   SCALED
 ME0019* NAVD 88 ORTHO HEIGHT -   252.337 (meters)      827.88  (feet) ADJUSTED
 ME0019  ______________________________________________________________________
 ME0019  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0019  DYNAMIC HEIGHT  -        252.233 (meters)      827.53  (feet) COMP
 ME0019  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 ME0019
 ME0019  VERT ORDER      -  SECOND    CLASS 0
 ME0019
 ME0019.The horizontal coordinates were scaled from a map and have
 ME0019.an estimated accuracy of +/- 6 seconds.
 ME0019
 ME0019.The orthometric height was determined by differential leveling and
 ME0019.adjusted by the NATIONAL GEODETIC SURVEY
 ME0019.in June 1991.
 ME0019
 ME0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0019.GEOID18 height accuracy estimate available here.
 ME0019
 ME0019.Click photographs - Photos may exist for this station.
 ME0019
 ME0019.The dynamic height is computed by dividing the NAVD 88
 ME0019.geopotential number by the normal gravity value computed on the
 ME0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0019.degrees latitude (g = 980.6199 gals.).
 ME0019
 ME0019.The modeled gravity was interpolated from observed gravity values.
 ME0019
 ME0019;                    North         East    Units  Estimated Accuracy
 ME0019;SPC IN E     -   696,530.       51,780.      MT  (+/- 180 meters Scaled)
 ME0019
 ME0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL630968(NAD 83)
 ME0019
 ME0019                          SUPERSEDED SURVEY CONTROL
 ME0019
 ME0019  NGVD 29 (??/??/92)  252.449  (m)          828.24   (f) ADJ UNCH    2 0
 ME0019
 ME0019.Superseded values are not recommended for survey control.
 ME0019
 ME0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0019.See file dsdata.pdf to determine how the superseded data were derived.
 ME0019
 ME0019_MARKER: DB = BENCH MARK DISK
 ME0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0019_SP_SET: BRIDGE
 ME0019_STAMPING: U 170 1946
 ME0019_MARK LOGO: CGS
 ME0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0019
 ME0019  HISTORY     - Date     Condition        Report By
 ME0019  HISTORY     - 1946     MONUMENTED       CGS
 ME0019  HISTORY     - 1983     GOOD             USPSQD
 ME0019  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME0019  HISTORY     - 20010427 MARK NOT FOUND   USPSQD
 ME0019
 ME0019                          STATION DESCRIPTION
 ME0019
 ME0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0019'1.8 MI E FROM LAKEVILLE.
 ME0019'ABOUT 1.1 MILES EAST ALONG PATTERSON ROAD FROM THE JUNCTION WITH
 ME0019'U.S. HIGHWAY 31 AT LAKEVILLE, THENCE ABOUT 0.3 MILE SOUTH ALONG
 ME0019'KENILWORTH ROAD, AND THENCE ABOUT 0.4 MILE EAST ALONG QUINN ROAD,
 ME0019'AT A 30-FOOT CONCRETE BRIDGE OVER WEST BRANCH BUNCH DITCH, IN
 ME0019'THE TOP OF THE NORTH END OF THE SOUTHWEST WING WALL, 11.5 FEET
 ME0019'SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 ME0019'ROAD.
 ME0019
 ME0019                          STATION RECOVERY (1983)
 ME0019
 ME0019'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0019'RECOVERED IN GOOD CONDITION.
 ME0019
 ME0019                          STATION RECOVERY (1994)
 ME0019
 ME0019'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0019'MARK NOT FOUND.
 ME0019
 ME0019                          STATION RECOVERY (2001)
 ME0019
 ME0019'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0019'NOT FOUND.  CONCRETE BRIDGE AND WING WALLS REPLACED BY A TIMBER
 ME0019'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3403 ***********************************************************************
 ME3403  DESIGNATION -  U 171 RESET
 ME3403  PID         -  ME3403
 ME3403  STATE/COUNTY-  IN/KOSCIUSKO
 ME3403  COUNTRY     -  US
 ME3403  USGS QUAD   -  BOURBON (2019)
 ME3403
 ME3403                         *CURRENT SURVEY CONTROL
 ME3403  ______________________________________________________________________
 ME3403* NAD 83(1986) POSITION- 41 21 41.     (N) 086 00 02.     (W)   SCALED
 ME3403* NAVD 88 ORTHO HEIGHT -   254.06  (meters)      833.5   (feet) RESET
 ME3403  ______________________________________________________________________
 ME3403  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME3403  VERT ORDER      -  THIRD
 ME3403
 ME3403.The horizontal coordinates were scaled from a map and have
 ME3403.an estimated accuracy of +/- 6 seconds.
 ME3403
 ME3403.The orthometric height was computed from unverified reset data.
 ME3403
 ME3403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3403.GEOID18 height accuracy estimate available here.
 ME3403
 ME3403.Click photographs - Photos may exist for this station.
 ME3403
 ME3403;                    North         East    Units  Estimated Accuracy
 ME3403;SPC IN E     -   678,750.       72,060.      MT  (+/- 180 meters Scaled)
 ME3403
 ME3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835793(NAD 83)
 ME3403
 ME3403                          SUPERSEDED SURVEY CONTROL
 ME3403
 ME3403  NGVD 29 (08/22/16)  254.18   (m)          833.9    (f) RESET       3  
 ME3403
 ME3403.Superseded values are not recommended for survey control.
 ME3403
 ME3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3403.See file dsdata.pdf to determine how the superseded data were derived.
 ME3403
 ME3403_MARKER: DV = VERTICAL CONTROL DISK
 ME3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3403_STAMPING: U 171 RESET 1985
 ME3403_MARK LOGO: NGS
 ME3403_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3403+STABILITY: SURFACE MOTION
 ME3403
 ME3403  HISTORY     - Date     Condition        Report By
 ME3403  HISTORY     - 1985     MONUMENTED       NGS
 ME3403  HISTORY     - 19960530 GOOD             USPSQD
 ME3403
 ME3403                          STATION DESCRIPTION
 ME3403
 ME3403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME3403'1.1 MILES (1.8 KM) WEST ALONG OLD US ROUTE 30 FROM THE POST OFFICE IN
 ME3403'ATWOOD, THENCE 6.5 MILES (10.5 KM) NORTH ALONG COUNTY ROAD 800W TO
 ME3403'ITS JUNCTION WITH COUNTY ROAD 900N AND THE MARK SET IN THE SOUTHEAST
 ME3403'QUADRANT OF THIS INTERSECTION, 69.0 FEET (21.0 M) EAST FROM THE
 ME3403'CENTERLINE OF COUNTY ROAD 800W, 23.0 FEET (7.0 M) SOUTH FROM THE
 ME3403'CENTERLINE OF COUNTY ROAD 900N AND 1.5 FEET (0.5 M) NORTH FROM A
 ME3403'WITNESS POST AND AN OLD FENCE LINE.
 ME3403
 ME3403                          STATION RECOVERY (1996)
 ME3403
 ME3403'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1636 ***********************************************************************
 LA1636  DESIGNATION -  U 172
 LA1636  PID         -  LA1636
 LA1636  STATE/COUNTY-  IN/WABASH
 LA1636  COUNTRY     -  US
 LA1636  USGS QUAD   -  WABASH (2019)
 LA1636
 LA1636                         *CURRENT SURVEY CONTROL
 LA1636  ______________________________________________________________________
 LA1636* NAD 83(1986) POSITION- 40 48 22.     (N) 085 49 44.     (W)   SCALED
 LA1636* NAVD 88 ORTHO HEIGHT -   224.300 (meters)      735.89  (feet) ADJUSTED
 LA1636  ______________________________________________________________________
 LA1636  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 LA1636  DYNAMIC HEIGHT  -        224.193 (meters)      735.54  (feet) COMP
 LA1636  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 LA1636
 LA1636  VERT ORDER      -  FIRST     CLASS II
 LA1636
 LA1636.The horizontal coordinates were scaled from a map and have
 LA1636.an estimated accuracy of +/- 6 seconds.
 LA1636
 LA1636.The orthometric height was determined by differential leveling and
 LA1636.adjusted by the NATIONAL GEODETIC SURVEY
 LA1636.in June 1991.
 LA1636
 LA1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1636.GEOID18 height accuracy estimate available here.
 LA1636
 LA1636.Click photographs - Photos may exist for this station.
 LA1636
 LA1636.The dynamic height is computed by dividing the NAVD 88
 LA1636.geopotential number by the normal gravity value computed on the
 LA1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1636.degrees latitude (g = 980.6199 gals.).
 LA1636
 LA1636.The modeled gravity was interpolated from observed gravity values.
 LA1636
 LA1636;                    North         East    Units  Estimated Accuracy
 LA1636;SPC IN E     -   617,040.       86,310.      MT  (+/- 180 meters Scaled)
 LA1636
 LA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL987178(NAD 83)
 LA1636
 LA1636                          SUPERSEDED SURVEY CONTROL
 LA1636
 LA1636  NGVD 29 (??/??/92)  224.425  (m)          736.30   (f) ADJ UNCH    1 2
 LA1636
 LA1636.Superseded values are not recommended for survey control.
 LA1636
 LA1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1636.See file dsdata.pdf to determine how the superseded data were derived.
 LA1636
 LA1636_MARKER: DB = BENCH MARK DISK
 LA1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1636_SP_SET: BRIDGE
 LA1636_STAMPING: U 172 1946
 LA1636_MARK LOGO: CGS
 LA1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1636
 LA1636  HISTORY     - Date     Condition        Report By
 LA1636  HISTORY     - 1946     MONUMENTED       CGS
 LA1636  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1636
 LA1636                          STATION DESCRIPTION
 LA1636
 LA1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1636'AT WABASH.
 LA1636'AT WABASH, ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM
 LA1636'ITS JUNCTION WITH U.S. HIGHWAY 24 AT WABASH, SET IN THE TOP OF
 LA1636'THE NORTH WING WALL OF A 24 FOOT CONCRETE ARCH BRIDGE, 14 FEET
 LA1636'NORTHEAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE
 LA1636'HIGHWAY.
 LA1636
 LA1636                          STATION RECOVERY (2006)
 LA1636
 LA1636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1636'NEW BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1872 ***********************************************************************
 LA1872  DESIGNATION -  U 173
 LA1872  PID         -  LA1872
 LA1872  STATE/COUNTY-  IN/GRANT
 LA1872  COUNTRY     -  US
 LA1872  USGS QUAD   -  SWEETSER (2019)
 LA1872
 LA1872                         *CURRENT SURVEY CONTROL
 LA1872  ______________________________________________________________________
 LA1872* NAD 83(1986) POSITION- 40 30 16.     (N) 085 50 40.     (W)   SCALED
 LA1872* NAVD 88 ORTHO HEIGHT -   262.869 (meters)      862.43  (feet) ADJUSTED
 LA1872  ______________________________________________________________________
 LA1872  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 LA1872  DYNAMIC HEIGHT  -        262.733 (meters)      861.98  (feet) COMP
 LA1872  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LA1872
 LA1872  VERT ORDER      -  SECOND    CLASS 0
 LA1872
 LA1872.The horizontal coordinates were scaled from a map and have
 LA1872.an estimated accuracy of +/- 6 seconds.
 LA1872
 LA1872.The orthometric height was determined by differential leveling and
 LA1872.adjusted by the NATIONAL GEODETIC SURVEY
 LA1872.in June 1991.
 LA1872
 LA1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1872.GEOID18 height accuracy estimate available here.
 LA1872
 LA1872.Click photographs - Photos may exist for this station.
 LA1872
 LA1872.The dynamic height is computed by dividing the NAVD 88
 LA1872.geopotential number by the normal gravity value computed on the
 LA1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1872.degrees latitude (g = 980.6199 gals.).
 LA1872
 LA1872.The modeled gravity was interpolated from observed gravity values.
 LA1872
 LA1872;                    North         East    Units  Estimated Accuracy
 LA1872;SPC IN E     -   583,540.       84,930.      MT  (+/- 180 meters Scaled)
 LA1872
 LA1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK979843(NAD 83)
 LA1872
 LA1872                          SUPERSEDED SURVEY CONTROL
 LA1872
 LA1872  NGVD 29 (??/??/92)  262.991  (m)          862.83   (f) ADJ UNCH    2 0
 LA1872
 LA1872.Superseded values are not recommended for survey control.
 LA1872
 LA1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1872.See file dsdata.pdf to determine how the superseded data were derived.
 LA1872
 LA1872_MARKER: DB = BENCH MARK DISK
 LA1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1872_STAMPING: U 173 1946
 LA1872_MARK LOGO: CGS
 LA1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1872+STABILITY: SURFACE MOTION
 LA1872
 LA1872  HISTORY     - Date     Condition        Report By
 LA1872  HISTORY     - 1946     MONUMENTED       CGS
 LA1872
 LA1872                          STATION DESCRIPTION
 LA1872
 LA1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1872'1 MI W FROM SWAYZEE.
 LA1872'1.0 MILE WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA1872'FROM THE STATION AT SWAYZEE, AT A GRAVEL ROAD CROSSING, 2 1/2
 LA1872'POLES EAST OF POLE NO. 165/10, 27 FEET NORTH OF THE NORTH RAIL
 LA1872'OF THE TRACK, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 11
 LA1872'FEET NORTHWEST OF A CROSSING WARNING SIGN, 1.5 FEET SOUTH OF THE
 LA1872'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF THE FENCE CORNER, ABOUT
 LA1872'3.5 FEET BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LA1872'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1597 ***********************************************************************
 LA1597  DESIGNATION -  U 174 RESET
 LA1597  PID         -  LA1597
 LA1597  STATE/COUNTY-  IN/GRANT
 LA1597  COUNTRY     -  US
 LA1597  USGS QUAD   -  MARION (2019)
 LA1597
 LA1597                         *CURRENT SURVEY CONTROL
 LA1597  ______________________________________________________________________
 LA1597* NAD 83(1986) POSITION- 40 33 18.     (N) 085 41 34.     (W)   SCALED
 LA1597* NAVD 88 ORTHO HEIGHT -   258.99  (meters)      849.7   (feet) RESET
 LA1597  ______________________________________________________________________
 LA1597  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 LA1597  VERT ORDER      -  THIRD
 LA1597
 LA1597.The horizontal coordinates were scaled from a map and have
 LA1597.an estimated accuracy of +/- 6 seconds.
 LA1597
 LA1597.The orthometric height was computed from unverified reset data.
 LA1597
 LA1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1597.GEOID18 height accuracy estimate available here.
 LA1597
 LA1597.Click photographs - Photos may exist for this station.
 LA1597
 LA1597;                    North         East    Units  Estimated Accuracy
 LA1597;SPC IN E     -   589,140.       97,790.      MT  (+/- 180 meters Scaled)
 LA1597
 LA1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK106901(NAD 83)
 LA1597
 LA1597                          SUPERSEDED SURVEY CONTROL
 LA1597
 LA1597  NGVD 29 (??/??/??)  259.11   (m)          850.1    (f) RESET       3  
 LA1597
 LA1597.Superseded values are not recommended for survey control.
 LA1597
 LA1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1597.See file dsdata.pdf to determine how the superseded data were derived.
 LA1597
 LA1597_MARKER: DB = BENCH MARK DISK
 LA1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1597_STAMPING: U 174 RESET 1956
 LA1597_MARK LOGO: CGS
 LA1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1597+STABILITY: SURFACE MOTION
 LA1597
 LA1597  HISTORY     - Date     Condition        Report By
 LA1597  HISTORY     - 1956     MONUMENTED       LOCENG
 LA1597
 LA1597                          STATION DESCRIPTION
 LA1597
 LA1597'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 LA1597'AT WEST SIDE AIRPORT.
 LA1597'AT THE ABANDONED WEST SIDE AIRPORT, 61.5 FEET NORTH OF THE CENTERLINE
 LA1597'OF THE NORTH ENTRANCE TO A PARKING LOT, 31 FEET WEST OF THE
 LA1597'CENTERLINE OF MILLER AVENUE, AND 1 FOOT INSIDE A CHAIN-LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0266 ***********************************************************************
 LB0266  DESIGNATION -  U 175 RESET
 LB0266  PID         -  LB0266
 LB0266  STATE/COUNTY-  IN/MIAMI
 LB0266  COUNTRY     -  US
 LB0266  USGS QUAD   -  ONWARD (2019)
 LB0266
 LB0266                         *CURRENT SURVEY CONTROL
 LB0266  ______________________________________________________________________
 LB0266* NAD 83(1986) POSITION- 40 43 23.     (N) 086 07 37.     (W)   SCALED
 LB0266* NAVD 88 ORTHO HEIGHT -   222.46  (meters)      729.9   (feet) RESET
 LB0266  ______________________________________________________________________
 LB0266  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LB0266  VERT ORDER      -  THIRD
 LB0266
 LB0266.The horizontal coordinates were scaled from a map and have
 LB0266.an estimated accuracy of +/- 6 seconds.
 LB0266
 LB0266.The orthometric height was computed from unverified reset data.
 LB0266
 LB0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0266.GEOID18 height accuracy estimate available here.
 LB0266
 LB0266.Click photographs - Photos may exist for this station.
 LB0266
 LB0266;                    North         East    Units  Estimated Accuracy
 LB0266;SPC IN E     -   607,910.       61,110.      MT  (+/- 180 meters Scaled)
 LB0266
 LB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737083(NAD 83)
 LB0266
 LB0266                          SUPERSEDED SURVEY CONTROL
 LB0266
 LB0266.No superseded survey control is available for this station.
 LB0266
 LB0266_MARKER: DB = BENCH MARK DISK
 LB0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0266_STAMPING: U 175 RESET 1964
 LB0266_MARK LOGO: CGS
 LB0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0266+STABILITY: SURFACE MOTION
 LB0266
 LB0266  HISTORY     - Date     Condition        Report By
 LB0266  HISTORY     - 1964     MONUMENTED       INHD
 LB0266
 LB0266                          STATION DESCRIPTION
 LB0266
 LB0266'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1964
 LB0266'2.3 MI SW FROM PERU.
 LB0266'ABOUT 2.30 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM ITS JUNCTION
 LB0266'WITH U.S. HIGHWAY 24 AT PERU, ABOUT 1.15 MILES NORTH OF THE
 LB0266'SCHOOL AT NEAD, 85 FEET LEFT OF THE CENTERLINE OF NEW HIGHWAY 31,
 LB0266'AT STATION 17+00, ABOUT 5 FEET SOUTHERLY FROM A POWER POLE AT
 LB0266'THE WEST R/W LINE, WHICH POLE IS THE THIRD ON THE LEFT FROM A
 LB0266'123 IN X 81 IN STRUCTURAL PLATE ARCH ON 15 DEG SKEW, LOCATED AT
 LB0266'STATION 13+02 ON THE NEW BY PASS, A STANDARD DISK IN A 10 IN X
 LB0266'10 IN CONCRETE BENCH MARK POST, STAMPED U-175.  THE BEARING OF
 LB0266'THE CENTERLINE, NEW 31 BY PASS IS N. 14 DEG - 19 MIN E. FROM A
 LB0266'P. T. OF A 1 DEG-00 CURVE LOCATED AT STATION 14+06.7.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0426 ***********************************************************************
 ME0426  DESIGNATION -  U 176
 ME0426  PID         -  ME0426
 ME0426  STATE/COUNTY-  IN/MARSHALL
 ME0426  COUNTRY     -  US
 ME0426  USGS QUAD   -  MENTONE (2019)
 ME0426
 ME0426                         *CURRENT SURVEY CONTROL
 ME0426  ______________________________________________________________________
 ME0426* NAD 83(1986) POSITION- 41 13 07.     (N) 086 06 53.     (W)   SCALED
 ME0426* NAVD 88 ORTHO HEIGHT -   236.526 (meters)      776.00  (feet) ADJUSTED
 ME0426  ______________________________________________________________________
 ME0426  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 ME0426  DYNAMIC HEIGHT  -        236.427 (meters)      775.68  (feet) COMP
 ME0426  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 ME0426
 ME0426  VERT ORDER      -  SECOND    CLASS 0
 ME0426
 ME0426.The horizontal coordinates were scaled from a map and have
 ME0426.an estimated accuracy of +/- 6 seconds.
 ME0426
 ME0426.The orthometric height was determined by differential leveling and
 ME0426.adjusted by the NATIONAL GEODETIC SURVEY
 ME0426.in June 1991.
 ME0426
 ME0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0426.GEOID18 height accuracy estimate available here.
 ME0426
 ME0426.Click photographs - Photos may exist for this station.
 ME0426
 ME0426.The dynamic height is computed by dividing the NAVD 88
 ME0426.geopotential number by the normal gravity value computed on the
 ME0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0426.degrees latitude (g = 980.6199 gals.).
 ME0426
 ME0426.The modeled gravity was interpolated from observed gravity values.
 ME0426
 ME0426;                    North         East    Units  Estimated Accuracy
 ME0426;SPC IN E     -   662,930.       62,430.      MT  (+/- 180 meters Scaled)
 ME0426
 ME0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL742634(NAD 83)
 ME0426
 ME0426                          SUPERSEDED SURVEY CONTROL
 ME0426
 ME0426  NGVD 29 (??/??/92)  236.652  (m)          776.42   (f) ADJ UNCH    2 0
 ME0426
 ME0426.Superseded values are not recommended for survey control.
 ME0426
 ME0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0426.See file dsdata.pdf to determine how the superseded data were derived.
 ME0426
 ME0426_MARKER: DB = BENCH MARK DISK
 ME0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0426_SP_SET: BRIDGE
 ME0426_STAMPING: U 176 1946
 ME0426_MARK LOGO: CGS
 ME0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0426
 ME0426  HISTORY     - Date     Condition        Report By
 ME0426  HISTORY     - 1946     MONUMENTED       CGS
 ME0426  HISTORY     - 1984     GOOD             USPSQD
 ME0426  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0426  HISTORY     - 19881113 MARK NOT FOUND   USPSQD
 ME0426
 ME0426                          STATION DESCRIPTION
 ME0426
 ME0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0426'0.9 MI N FROM TIPPECANOE.
 ME0426'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE NEW YORK,
 ME0426'CHICAGO AND ST. LOUIS RAILROAD STATION AT TIPPECANOE, SET IN THE
 ME0426'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A SINGLE-SPAN STEEL
 ME0426'TRUSS BRIDGE OVER THE TIPPECANOE RIVER, 18 FEET EAST OF THE
 ME0426'CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A TIPPECANOE RIVER
 ME0426'SIGN POST, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE BRIDGE
 ME0426'FLOOR.
 ME0426
 ME0426                          STATION RECOVERY (1984)
 ME0426
 ME0426'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0426'RECOVERED IN GOOD CONDITION.
 ME0426
 ME0426                          STATION RECOVERY (1988)
 ME0426
 ME0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0426'MARK NOT FOUND.
 ME0426
 ME0426                          STATION RECOVERY (1988)
 ME0426
 ME0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1283 ***********************************************************************
 MD1283  DESIGNATION -  U 177
 MD1283  PID         -  MD1283
 MD1283  STATE/COUNTY-  IN/KOSCIUSKO
 MD1283  COUNTRY     -  US
 MD1283  USGS QUAD   -  SILVER LAKE (2019)
 MD1283
 MD1283                         *CURRENT SURVEY CONTROL
 MD1283  ______________________________________________________________________
 MD1283* NAD 83(1986) POSITION- 41 04 17.     (N) 085 56 15.     (W)   SCALED
 MD1283* NAVD 88 ORTHO HEIGHT -   279.058 (meters)      915.54  (feet) ADJUSTED
 MD1283  ______________________________________________________________________
 MD1283  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 MD1283  DYNAMIC HEIGHT  -        278.934 (meters)      915.14  (feet) COMP
 MD1283  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 MD1283
 MD1283  VERT ORDER      -  SECOND    CLASS 0
 MD1283
 MD1283.The horizontal coordinates were scaled from a map and have
 MD1283.an estimated accuracy of +/- 6 seconds.
 MD1283
 MD1283.The orthometric height was determined by differential leveling and
 MD1283.adjusted by the NATIONAL GEODETIC SURVEY
 MD1283.in June 1991.
 MD1283
 MD1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1283.GEOID18 height accuracy estimate available here.
 MD1283
 MD1283.Click photographs - Photos may exist for this station.
 MD1283
 MD1283.The dynamic height is computed by dividing the NAVD 88
 MD1283.geopotential number by the normal gravity value computed on the
 MD1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1283.degrees latitude (g = 980.6199 gals.).
 MD1283
 MD1283.The modeled gravity was interpolated from observed gravity values.
 MD1283
 MD1283;                    North         East    Units  Estimated Accuracy
 MD1283;SPC IN E     -   646,520.       77,240.      MT  (+/- 180 meters Scaled)
 MD1283
 MD1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL892472(NAD 83)
 MD1283
 MD1283                          SUPERSEDED SURVEY CONTROL
 MD1283
 MD1283  NGVD 29 (??/??/92)  279.183  (m)          915.95   (f) ADJ UNCH    2 0
 MD1283
 MD1283.Superseded values are not recommended for survey control.
 MD1283
 MD1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1283.See file dsdata.pdf to determine how the superseded data were derived.
 MD1283
 MD1283_MARKER: DB = BENCH MARK DISK
 MD1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1283_STAMPING: U 177 1946
 MD1283_MARK LOGO: CGS
 MD1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1283+STABILITY: SURFACE MOTION
 MD1283
 MD1283  HISTORY     - Date     Condition        Report By
 MD1283  HISTORY     - 1946     MONUMENTED       CGS
 MD1283  HISTORY     - 1969     GOOD             CGS
 MD1283
 MD1283                          STATION DESCRIPTION
 MD1283
 MD1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1283'2.4 MI W FROM SILVER LAKE.
 MD1283'2.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MD1283'SILVER LAKE, ABOUT 0.35 MILE EAST OF FRANKLIN SCHOOL, 106 FEET
 MD1283'NORTHEAST AND ACROSS THE HIGHWAY FROM THE P.R. MC KIBBINS FARM
 MD1283'HOUSE, 244 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 MD1283'CORNER OF THE BARN, 27 FEET NORTH OF THE CENTERLINE OF THE
 MD1283'HIGHWAY, 7.5 FEET NORTH OF TELEPHONE POLE, 1.5 FEET SOUTH OF THE
 MD1283'NORTH RIGHT-OF-WAY FENCE LINE, 1 FOOT ABOVE THE LEVEL OF THE
 MD1283'HIGHWAY, 1 FOOT SOUTH OF A STEEL WITNESS POST AND SET IN THE
 MD1283'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0431 ***********************************************************************
 ME0431  DESIGNATION -  U 178
 ME0431  PID         -  ME0431
 ME0431  STATE/COUNTY-  IN/FULTON
 ME0431  COUNTRY     -  US
 ME0431  USGS QUAD   -  AKRON (2019)
 ME0431
 ME0431                         *CURRENT SURVEY CONTROL
 ME0431  ______________________________________________________________________
 ME0431* NAD 83(1986) POSITION- 41 04 13.     (N) 086 02 16.     (W)   SCALED
 ME0431* NAVD 88 ORTHO HEIGHT -   264.581 (meters)      868.05  (feet) ADJUSTED
 ME0431  ______________________________________________________________________
 ME0431  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME0431  DYNAMIC HEIGHT  -        264.464 (meters)      867.66  (feet) COMP
 ME0431  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 ME0431
 ME0431  VERT ORDER      -  SECOND    CLASS 0
 ME0431
 ME0431.The horizontal coordinates were scaled from a map and have
 ME0431.an estimated accuracy of +/- 6 seconds.
 ME0431
 ME0431.The orthometric height was determined by differential leveling and
 ME0431.adjusted by the NATIONAL GEODETIC SURVEY
 ME0431.in June 1991.
 ME0431
 ME0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0431.GEOID18 height accuracy estimate available here.
 ME0431
 ME0431.Click photographs - Photos may exist for this station.
 ME0431
 ME0431.The dynamic height is computed by dividing the NAVD 88
 ME0431.geopotential number by the normal gravity value computed on the
 ME0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0431.degrees latitude (g = 980.6199 gals.).
 ME0431
 ME0431.The modeled gravity was interpolated from observed gravity values.
 ME0431
 ME0431;                    North         East    Units  Estimated Accuracy
 ME0431;SPC IN E     -   646,430.       68,810.      MT  (+/- 180 meters Scaled)
 ME0431
 ME0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL808470(NAD 83)
 ME0431
 ME0431                          SUPERSEDED SURVEY CONTROL
 ME0431
 ME0431  NGVD 29 (??/??/92)  264.705  (m)          868.45   (f) ADJ UNCH    2 0
 ME0431
 ME0431.Superseded values are not recommended for survey control.
 ME0431
 ME0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0431.See file dsdata.pdf to determine how the superseded data were derived.
 ME0431
 ME0431_MARKER: DB = BENCH MARK DISK
 ME0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0431_STAMPING: U 178 1946
 ME0431_MARK LOGO: CGS
 ME0431_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0431+STABILITY: SURFACE MOTION
 ME0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0431+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2025
 ME0431
 ME0431  HISTORY     - Date     Condition        Report By
 ME0431  HISTORY     - 1946     MONUMENTED       CGS
 ME0431  HISTORY     - 1989     GOOD             USPSQD
 ME0431  HISTORY     - 1990     GOOD             USPSQD
 ME0431  HISTORY     - 20250902 GOOD             INDOT
 ME0431
 ME0431                          STATION DESCRIPTION
 ME0431
 ME0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0431'3.8 MI N FROM AKRON.
 ME0431'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE STATE
 ME0431'BANK BUILDING AT AKRON, 1.0 MILE SOUTH OF THE FULTON-KOSCIUSKO
 ME0431'COUNTY LINE, AT A RIGHT-ANGLE TURN IN THE HIGHWAY WITH TANGENTS
 ME0431'EXTENDING NORTH AND EAST AND AT THE JUNCTION WITH A GRAVEL ROAD
 ME0431'LEADING WEST, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0431'TWO-STORY WHITE FARM HOUSE, 10 FEET WEST OF THE EXTENDED CENTER
 ME0431'LINE OF THE NORTH TANGENT OF THE HIGHWAY, 17 FEET SOUTH OF THE
 ME0431'CENTER LINE OF THE GRAVEL ROAD, 6 FEET WEST OF A CONCRETE CORNER
 ME0431'FENCE POST, 0.5 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF
 ME0431'A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0431
 ME0431                          STATION RECOVERY (1989)
 ME0431
 ME0431'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSW)
 ME0431'RECOVERED IN GOOD CONDITION.
 ME0431
 ME0431                          STATION RECOVERY (1990)
 ME0431
 ME0431'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0431'RECOVERED IN GOOD CONDITION.
 ME0431
 ME0431                          STATION RECOVERY (2025)
 ME0431
 ME0431'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2025 (SR)
 ME0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0246 ***********************************************************************
 LB0246  DESIGNATION -  U 179
 LB0246  PID         -  LB0246
 LB0246  STATE/COUNTY-  IN/MIAMI
 LB0246  COUNTRY     -  US
 LB0246  USGS QUAD   -  DEEDSVILLE (2019)
 LB0246
 LB0246                         *CURRENT SURVEY CONTROL
 LB0246  ______________________________________________________________________
 LB0246* NAD 83(1986) POSITION- 40 52 46.     (N) 086 01 37.     (W)   SCALED
 LB0246* NAVD 88 ORTHO HEIGHT -   236.324 (meters)      775.34  (feet) ADJUSTED
 LB0246  ______________________________________________________________________
 LB0246  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 LB0246  DYNAMIC HEIGHT  -        236.213 (meters)      774.98  (feet) COMP
 LB0246  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 LB0246
 LB0246  VERT ORDER      -  SECOND    CLASS 0
 LB0246
 LB0246.The horizontal coordinates were scaled from a map and have
 LB0246.an estimated accuracy of +/- 6 seconds.
 LB0246
 LB0246.The orthometric height was determined by differential leveling and
 LB0246.adjusted by the NATIONAL GEODETIC SURVEY
 LB0246.in June 1991.
 LB0246
 LB0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0246.GEOID18 height accuracy estimate available here.
 LB0246
 LB0246.Click photographs - Photos may exist for this station.
 LB0246
 LB0246.The dynamic height is computed by dividing the NAVD 88
 LB0246.geopotential number by the normal gravity value computed on the
 LB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0246.degrees latitude (g = 980.6199 gals.).
 LB0246
 LB0246.The modeled gravity was interpolated from observed gravity values.
 LB0246
 LB0246;                    North         East    Units  Estimated Accuracy
 LB0246;SPC IN E     -   625,230.       69,630.      MT  (+/- 180 meters Scaled)
 LB0246
 LB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL819258(NAD 83)
 LB0246
 LB0246                          SUPERSEDED SURVEY CONTROL
 LB0246
 LB0246  NGVD 29 (??/??/92)  236.445  (m)          775.74   (f) ADJ UNCH    2 0
 LB0246
 LB0246.Superseded values are not recommended for survey control.
 LB0246
 LB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0246.See file dsdata.pdf to determine how the superseded data were derived.
 LB0246
 LB0246_MARKER: DB = BENCH MARK DISK
 LB0246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0246_SP_SET: FENCE POST
 LB0246_STAMPING: U 179 1946
 LB0246_MARK LOGO: CGS
 LB0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0246
 LB0246  HISTORY     - Date     Condition        Report By
 LB0246  HISTORY     - 1946     MONUMENTED       CGS
 LB0246  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0246
 LB0246                          STATION DESCRIPTION
 LB0246
 LB0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0246'1.4 MI N FROM CHILI.
 LB0246'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0246'OFFICE AT CHILI, ACROSS THE HIGHWAY FROM A TWO STORY WHITE
 LB0246'HOUSE ON THE EAST SIDE OF THE HIGHWAY, SET VERTICALLY IN THE
 LB0246'EAST FACE OF AN 18 BY 18 INCH CONCRETE FENCE CORNER POST IN THE
 LB0246'WEST RIGHT-OF-WAY FENCE, 96 FEET SOUTHWEST AND ACROSS THE
 LB0246'HIGHWAY FROM THE NORTHWEST CORNER OF THE HOUSE, 19 FEET WEST OF
 LB0246'THE CENTER LINE OF THE HIGHWAY, 12.5 FEET SOUTH OF TELEPHONE
 LB0246'POLE NO. 9, 3.8 FEET ABOVE THE GROUND.
 LB0246
 LB0246                          STATION RECOVERY (1989)
 LB0246
 LB0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0202 ***********************************************************************
 LB0202  DESIGNATION -  U 180
 LB0202  PID         -  LB0202
 LB0202  STATE/COUNTY-  IN/MIAMI
 LB0202  COUNTRY     -  US
 LB0202  USGS QUAD   -  MACY (2019)
 LB0202
 LB0202                         *CURRENT SURVEY CONTROL
 LB0202  ______________________________________________________________________
 LB0202* NAD 83(1986) POSITION- 40 57 38.     (N) 086 09 31.     (W)   SCALED
 LB0202* NAVD 88 ORTHO HEIGHT -   253.417 (meters)      831.42  (feet) ADJUSTED
 LB0202  ______________________________________________________________________
 LB0202  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 LB0202  DYNAMIC HEIGHT  -        253.302 (meters)      831.04  (feet) COMP
 LB0202  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 LB0202
 LB0202  VERT ORDER      -  SECOND    CLASS 0
 LB0202
 LB0202.The horizontal coordinates were scaled from a map and have
 LB0202.an estimated accuracy of +/- 6 seconds.
 LB0202
 LB0202.The orthometric height was determined by differential leveling and
 LB0202.adjusted by the NATIONAL GEODETIC SURVEY
 LB0202.in June 1991.
 LB0202
 LB0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0202.GEOID18 height accuracy estimate available here.
 LB0202
 LB0202.Click photographs - Photos may exist for this station.
 LB0202
 LB0202.The dynamic height is computed by dividing the NAVD 88
 LB0202.geopotential number by the normal gravity value computed on the
 LB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0202.degrees latitude (g = 980.6199 gals.).
 LB0202
 LB0202.The modeled gravity was interpolated from observed gravity values.
 LB0202
 LB0202;                    North         East    Units  Estimated Accuracy
 LB0202;SPC IN E     -   634,290.       58,590.      MT  (+/- 180 meters Scaled)
 LB0202
 LB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL708347(NAD 83)
 LB0202
 LB0202                          SUPERSEDED SURVEY CONTROL
 LB0202
 LB0202  NGVD 29 (??/??/92)  253.537  (m)          831.81   (f) ADJ UNCH    2 0
 LB0202
 LB0202.Superseded values are not recommended for survey control.
 LB0202
 LB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0202.See file dsdata.pdf to determine how the superseded data were derived.
 LB0202
 LB0202_MARKER: DB = BENCH MARK DISK
 LB0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0202_STAMPING: U 180 1946
 LB0202_MARK LOGO: CGS
 LB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0202+STABILITY: SURFACE MOTION
 LB0202
 LB0202  HISTORY     - Date     Condition        Report By
 LB0202  HISTORY     - 1946     MONUMENTED       CGS
 LB0202  HISTORY     - 1989     GOOD             USPSQD
 LB0202
 LB0202                          STATION DESCRIPTION
 LB0202
 LB0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0202'1.8 MI W FROM MACY.
 LB0202'ABOUT 1.8 MILES WEST ALONG A PAVED ROAD FROM THE M.E. CHURCH AT
 LB0202'MACY, ABOUT 0.55 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY
 LB0202'31, AT A LARGE RED BARN AND SILO ON THE NORTH SIDE OF THE ROAD,
 LB0202'100 FEET SOUTH OF THE SOUTH SIDE OF THE SILO, 69 FEET EAST OF A
 LB0202'24 INCH STONE MASONRY FENCE CORNER POST, 45.5 FEET
 LB0202'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 20 FEET
 LB0202'NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FOOT NORTHEAST OF A
 LB0202'WOODEN FENCE CORNER POST, ABOUT 0.5 FOOT BELOW THE ROAD AND SET
 LB0202'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0202
 LB0202                          STATION RECOVERY (1989)
 LB0202
 LB0202'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0153 ***********************************************************************
 LB0153  DESIGNATION -  U 181
 LB0153  PID         -  LB0153
 LB0153  STATE/COUNTY-  IN/CASS
 LB0153  COUNTRY     -  US
 LB0153  USGS QUAD   -  TWELVE MILE (2019)
 LB0153
 LB0153                         *CURRENT SURVEY CONTROL
 LB0153  ______________________________________________________________________
 LB0153* NAD 83(1986) POSITION- 40 51 58.     (N) 086 13 30.     (W)   SCALED
 LB0153* NAVD 88 ORTHO HEIGHT -   242.020 (meters)      794.03  (feet) ADJUSTED
 LB0153  ______________________________________________________________________
 LB0153  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 LB0153  DYNAMIC HEIGHT  -        241.909 (meters)      793.66  (feet) COMP
 LB0153  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 LB0153
 LB0153  VERT ORDER      -  SECOND    CLASS 0
 LB0153
 LB0153.The horizontal coordinates were scaled from a map and have
 LB0153.an estimated accuracy of +/- 6 seconds.
 LB0153
 LB0153.The orthometric height was determined by differential leveling and
 LB0153.adjusted by the NATIONAL GEODETIC SURVEY
 LB0153.in June 1991.
 LB0153
 LB0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0153.GEOID18 height accuracy estimate available here.
 LB0153
 LB0153.Click photographs - Photos may exist for this station.
 LB0153
 LB0153.The dynamic height is computed by dividing the NAVD 88
 LB0153.geopotential number by the normal gravity value computed on the
 LB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0153.degrees latitude (g = 980.6199 gals.).
 LB0153
 LB0153.The modeled gravity was interpolated from observed gravity values.
 LB0153
 LB0153;                    North         East    Units  Estimated Accuracy
 LB0153;SPC IN E     -   623,840.       52,930.      MT  (+/- 180 meters Scaled)
 LB0153
 LB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653241(NAD 83)
 LB0153
 LB0153                          SUPERSEDED SURVEY CONTROL
 LB0153
 LB0153  NGVD 29 (??/??/92)  242.138  (m)          794.41   (f) ADJ UNCH    2 0
 LB0153
 LB0153.Superseded values are not recommended for survey control.
 LB0153
 LB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0153.See file dsdata.pdf to determine how the superseded data were derived.
 LB0153
 LB0153_MARKER: DB = BENCH MARK DISK
 LB0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0153_SP_SET: BUILDING
 LB0153_STAMPING: U 181 1946
 LB0153_MARK LOGO: CGS
 LB0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0153
 LB0153  HISTORY     - Date     Condition        Report By
 LB0153  HISTORY     - 1946     MONUMENTED       CGS
 LB0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0153
 LB0153                          STATION DESCRIPTION
 LB0153
 LB0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0153'AT TWELVE MILE.
 LB0153'AT TWELVE MILE, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 LB0153'CORNER OF THE HIGH SCHOOL, 10 INCHES WEST OF THE NORTHEAST
 LB0153'CORNER OF THE BUILDING, AND 1.2 FEET ABOVE THE GROUND.
 LB0153
 LB0153                          STATION RECOVERY (1989)
 LB0153
 LB0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0184 ***********************************************************************
 LB0184  DESIGNATION -  U 182
 LB0184  PID         -  LB0184
 LB0184  STATE/COUNTY-  IN/CASS
 LB0184  COUNTRY     -  US
 LB0184  USGS QUAD   -  TWELVE MILE (2019)
 LB0184
 LB0184                         *CURRENT SURVEY CONTROL
 LB0184  ______________________________________________________________________
 LB0184* NAD 83(1986) POSITION- 40 47 50.     (N) 086 11 32.     (W)   SCALED
 LB0184* NAVD 88 ORTHO HEIGHT -   203.954 (meters)      669.14  (feet) ADJUSTED
 LB0184  ______________________________________________________________________
 LB0184  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 LB0184  DYNAMIC HEIGHT  -        203.857 (meters)      668.82  (feet) COMP
 LB0184  MODELED GRAVITY -    980,148.0   (mgal)                       NAVD 88
 LB0184
 LB0184  VERT ORDER      -  SECOND    CLASS 0
 LB0184
 LB0184.The horizontal coordinates were scaled from a map and have
 LB0184.an estimated accuracy of +/- 6 seconds.
 LB0184
 LB0184.The orthometric height was determined by differential leveling and
 LB0184.adjusted by the NATIONAL GEODETIC SURVEY
 LB0184.in June 1991.
 LB0184
 LB0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0184.GEOID18 height accuracy estimate available here.
 LB0184
 LB0184.Click photographs - Photos may exist for this station.
 LB0184
 LB0184.The dynamic height is computed by dividing the NAVD 88
 LB0184.geopotential number by the normal gravity value computed on the
 LB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0184.degrees latitude (g = 980.6199 gals.).
 LB0184
 LB0184.The modeled gravity was interpolated from observed gravity values.
 LB0184
 LB0184;                    North         East    Units  Estimated Accuracy
 LB0184;SPC IN E     -   616,170.       55,650.      MT  (+/- 180 meters Scaled)
 LB0184
 LB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL681165(NAD 83)
 LB0184
 LB0184                          SUPERSEDED SURVEY CONTROL
 LB0184
 LB0184  NGVD 29 (??/??/92)  204.074  (m)          669.53   (f) ADJ UNCH    2 0
 LB0184
 LB0184.Superseded values are not recommended for survey control.
 LB0184
 LB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0184.See file dsdata.pdf to determine how the superseded data were derived.
 LB0184
 LB0184_MARKER: DB = BENCH MARK DISK
 LB0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0184_STAMPING: U 182 1946
 LB0184_MARK LOGO: CGS
 LB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0184+STABILITY: SURFACE MOTION
 LB0184
 LB0184  HISTORY     - Date     Condition        Report By
 LB0184  HISTORY     - 1946     MONUMENTED       CGS
 LB0184  HISTORY     - 1989     GOOD             USPSQD
 LB0184
 LB0184                          STATION DESCRIPTION
 LB0184
 LB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0184'1.2 MI SE FROM HOOVERS.
 LB0184'ABOUT 1.15 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO NEW
 LB0184'WAVERLY FROM THE M.E. CHURCH AT HOOVERS, ABOUT 0.3 MILE EAST OF
 LB0184'THE BRIDGE ACROSS THE EEL RIVER, AT A RIGHT ANGLE TURN IN THE
 LB0184'ROAD WITH TANGENTS EXTENDING SOUTH AND WEST, 19 FEET SOUTH-SOUTHWEST
 LB0184'OF A 10 INCH WOODEN FENCE CORNER POST, 19 FEET SOUTH-SOUTHEAST
 LB0184'OF A 36 INCH ELM TREE, 12 FEET SOUTH OF THE EXTENDED CENTER LINE
 LB0184'OF THE WEST TANGENT OF THE ROAD, 7 FEET EAST OF THE EXTENDED
 LB0184'CENTER LINE OF THE SOUTH TANGENT OF THE ROAD, 7 FEET NORTH OF A
 LB0184'POWER POLE, 7 FEET WEST OF THE FENCE LINE RUNNING SOUTH, ABOUT
 LB0184'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0184'PROJECTING 6 INCHES.
 LB0184
 LB0184                          STATION RECOVERY (1989)
 LB0184
 LB0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1696 ***********************************************************************
 LA1696  DESIGNATION -  U 183
 LA1696  PID         -  LA1696
 LA1696  STATE/COUNTY-  IN/WABASH
 LA1696  COUNTRY     -  US
 LA1696  USGS QUAD   -  RICHVALLEY (2019)
 LA1696
 LA1696                         *CURRENT SURVEY CONTROL
 LA1696  ______________________________________________________________________
 LA1696* NAD 83(1986) POSITION- 40 49 25.     (N) 085 55 23.     (W)   SCALED
 LA1696* NAVD 88 ORTHO HEIGHT -   241.661 (meters)      792.85  (feet) ADJUSTED
 LA1696  ______________________________________________________________________
 LA1696  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 LA1696  DYNAMIC HEIGHT  -        241.547 (meters)      792.48  (feet) COMP
 LA1696  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 LA1696
 LA1696  VERT ORDER      -  SECOND    CLASS 0
 LA1696
 LA1696.The horizontal coordinates were scaled from a map and have
 LA1696.an estimated accuracy of +/- 6 seconds.
 LA1696
 LA1696.The orthometric height was determined by differential leveling and
 LA1696.adjusted by the NATIONAL GEODETIC SURVEY
 LA1696.in June 1991.
 LA1696
 LA1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1696.GEOID18 height accuracy estimate available here.
 LA1696
 LA1696.Click photographs - Photos may exist for this station.
 LA1696
 LA1696.The dynamic height is computed by dividing the NAVD 88
 LA1696.geopotential number by the normal gravity value computed on the
 LA1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1696.degrees latitude (g = 980.6199 gals.).
 LA1696
 LA1696.The modeled gravity was interpolated from observed gravity values.
 LA1696
 LA1696;                    North         East    Units  Estimated Accuracy
 LA1696;SPC IN E     -   619,000.       78,370.      MT  (+/- 180 meters Scaled)
 LA1696
 LA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL908197(NAD 83)
 LA1696
 LA1696                          SUPERSEDED SURVEY CONTROL
 LA1696
 LA1696  NGVD 29 (??/??/92)  241.782  (m)          793.25   (f) ADJ UNCH    2 0
 LA1696
 LA1696.Superseded values are not recommended for survey control.
 LA1696
 LA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1696.See file dsdata.pdf to determine how the superseded data were derived.
 LA1696
 LA1696_MARKER: DB = BENCH MARK DISK
 LA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1696_STAMPING: U 183 1946
 LA1696_MARK LOGO: CGS
 LA1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1696+STABILITY: SURFACE MOTION
 LA1696
 LA1696  HISTORY     - Date     Condition        Report By
 LA1696  HISTORY     - 1946     MONUMENTED       CGS
 LA1696
 LA1696                          STATION DESCRIPTION
 LA1696
 LA1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1696'2.8 MI N FROM RICHVALLEY.
 LA1696'ABOUT 2.8 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO ROANN
 LA1696'FROM THE WABASH RAILWAY STATION AT RICHVALLEY, SET IN THE
 LA1696'NORTHWEST QUARTER OF AN EAST-WEST GRAVEL ROAD, 36 FEET EAST OF
 LA1696'A TELEPHONE POLE, 33 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LA1696'17 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET
 LA1696'WEST-NORTHWEST OF THE WEST END OF A 14 INCH PIPE CULVERT UNDER
 LA1696'THE ROANN ROAD, 11 FEET WEST OF A 6 INCH CONCRETE CORNER FENCE
 LA1696'POST, ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 LA1696'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0246 ***********************************************************************
 ME0246  DESIGNATION -  U 184
 ME0246  PID         -  ME0246
 ME0246  STATE/COUNTY-  IN/MARSHALL
 ME0246  COUNTRY     -  US
 ME0246  USGS QUAD   -  INWOOD (2019)
 ME0246
 ME0246                         *CURRENT SURVEY CONTROL
 ME0246  ______________________________________________________________________
 ME0246* NAD 83(1986) POSITION- 41 18 42.     (N) 086 11 10.     (W)   SCALED
 ME0246* NAVD 88 ORTHO HEIGHT -   256.097 (meters)      840.21  (feet) ADJUSTED
 ME0246  ______________________________________________________________________
 ME0246  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 ME0246  DYNAMIC HEIGHT  -        255.988 (meters)      839.85  (feet) COMP
 ME0246  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 ME0246
 ME0246  VERT ORDER      -  FIRST     CLASS I
 ME0246
 ME0246.The horizontal coordinates were scaled from a map and have
 ME0246.an estimated accuracy of +/- 6 seconds.
 ME0246
 ME0246.The orthometric height was determined by differential leveling and
 ME0246.adjusted by the NATIONAL GEODETIC SURVEY
 ME0246.in June 1991.
 ME0246
 ME0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0246.GEOID18 height accuracy estimate available here.
 ME0246
 ME0246.Click photographs - Photos may exist for this station.
 ME0246
 ME0246.The dynamic height is computed by dividing the NAVD 88
 ME0246.geopotential number by the normal gravity value computed on the
 ME0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0246.degrees latitude (g = 980.6199 gals.).
 ME0246
 ME0246.The modeled gravity was interpolated from observed gravity values.
 ME0246
 ME0246;                    North         East    Units  Estimated Accuracy
 ME0246;SPC IN E     -   673,300.       56,500.      MT  (+/- 180 meters Scaled)
 ME0246
 ME0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL681736(NAD 83)
 ME0246
 ME0246                          SUPERSEDED SURVEY CONTROL
 ME0246
 ME0246  NGVD 29 (01/19/93)  256.219  (m)          840.61   (f) ADJUSTED    1 1
 ME0246  NGVD 29 (??/??/92)  256.219  (m)          840.61   (f) SUPERSEDED  1 1
 ME0246
 ME0246.Superseded values are not recommended for survey control.
 ME0246
 ME0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0246.See file dsdata.pdf to determine how the superseded data were derived.
 ME0246
 ME0246_MARKER: DB = BENCH MARK DISK
 ME0246_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0246_SP_SET: FOOTING
 ME0246_STAMPING: U 184 1946
 ME0246_MARK LOGO: CGS
 ME0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0246+STABILITY: SURFACE MOTION
 ME0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0246+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0246
 ME0246  HISTORY     - Date     Condition        Report By
 ME0246  HISTORY     - 1946     MONUMENTED       CGS
 ME0246  HISTORY     - 1968     GOOD             CGS
 ME0246  HISTORY     - 1983     GOOD             USPSQD
 ME0246  HISTORY     - 1990     GOOD             USPSQD
 ME0246  HISTORY     - 19920909 GOOD             NGS
 ME0246
 ME0246                          STATION DESCRIPTION
 ME0246
 ME0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0246'0.9 MI SE FROM INWOOD.
 ME0246'ABOUT 0.9 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0246'CROSSING OF HAWTHORN ROAD AT INWOOD, ABOUT 12 RAILS SOUTHEAST OF
 ME0246'MILEPOST 377, SET VERTICALLY IN THE NORTHEAST FACE OF A 3 1/2
 ME0246'FOOT SQUARE CONCRETE BASE FOR A SIGNAL CONTROL BOX, 8 FEET
 ME0246'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 1/2 FOOT
 ME0246'ABOVE THE LEVEL OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE
 ME0246'TRACK.  SEC 16, T 33 N, R 3 E.
 ME0246
 ME0246                          STATION RECOVERY (1983)
 ME0246
 ME0246'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0246'RECOVERED IN GOOD CONDITION.
 ME0246
 ME0246                          STATION RECOVERY (1990)
 ME0246
 ME0246'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0246'RECOVERED IN GOOD CONDITION.
 ME0246
 ME0246                          STATION RECOVERY (1992)
 ME0246
 ME0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0246'10.5 KM (6.50 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0246'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, SET
 ME0246'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOOTING FOR AN
 ME0246'ABANDONED RAILROAD SIGNAL, 2.8 M (9.2 FT) NORTHWEST OF THE CENTER OF
 ME0246'A CISTERN, 2.4 M (7.9 FT) SOUTHWEST OF THE NEAR RAIL, 0.5 M (1.6 FT)
 ME0246'BELOW THE LEVEL OF THE TRACK, AND 0.1 M (0.3 FT) ABOVE THE GROUND
 ME0246'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1583 ***********************************************************************
 LA1583  DESIGNATION -  U 185
 LA1583  PID         -  LA1583
 LA1583  STATE/COUNTY-  IN/GRANT
 LA1583  COUNTRY     -  US
 LA1583  USGS QUAD   -  MARION (2019)
 LA1583
 LA1583                         *CURRENT SURVEY CONTROL
 LA1583  ______________________________________________________________________
 LA1583* NAD 83(1986) POSITION- 40 31 11.     (N) 085 39 02.     (W)   SCALED
 LA1583* NAVD 88 ORTHO HEIGHT -   258.574 (meters)      848.34  (feet) ADJUSTED
 LA1583  ______________________________________________________________________
 LA1583  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 LA1583  DYNAMIC HEIGHT  -        258.442 (meters)      847.91  (feet) COMP
 LA1583  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LA1583
 LA1583  VERT ORDER      -  FIRST     CLASS II
 LA1583
 LA1583.The horizontal coordinates were scaled from a map and have
 LA1583.an estimated accuracy of +/- 6 seconds.
 LA1583
 LA1583.The orthometric height was determined by differential leveling and
 LA1583.adjusted by the NATIONAL GEODETIC SURVEY
 LA1583.in June 1991.
 LA1583
 LA1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1583.GEOID18 height accuracy estimate available here.
 LA1583
 LA1583.Click photographs - Photos may exist for this station.
 LA1583
 LA1583.The dynamic height is computed by dividing the NAVD 88
 LA1583.geopotential number by the normal gravity value computed on the
 LA1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1583.degrees latitude (g = 980.6199 gals.).
 LA1583
 LA1583.The modeled gravity was interpolated from observed gravity values.
 LA1583
 LA1583;                    North         East    Units  Estimated Accuracy
 LA1583;SPC IN E     -   585,230.      101,370.      MT  (+/- 180 meters Scaled)
 LA1583
 LA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK143863(NAD 83)
 LA1583
 LA1583                          SUPERSEDED SURVEY CONTROL
 LA1583
 LA1583  NGVD 29 (??/??/92)  258.704  (m)          848.76   (f) ADJ UNCH    1 2
 LA1583
 LA1583.Superseded values are not recommended for survey control.
 LA1583
 LA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1583.See file dsdata.pdf to determine how the superseded data were derived.
 LA1583
 LA1583_MARKER: DB = BENCH MARK DISK
 LA1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1583_STAMPING: U 185 1946
 LA1583_MARK LOGO: CGS
 LA1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1583+STABILITY: SURFACE MOTION
 LA1583
 LA1583  HISTORY     - Date     Condition        Report By
 LA1583  HISTORY     - 1946     MONUMENTED       CGS
 LA1583
 LA1583                          STATION DESCRIPTION
 LA1583
 LA1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1583'2.9 MI N FROM JONESBORO.
 LA1583'ABOUT 2.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1583'THE STATION AT JONESBORO, ABOUT 2.6 MILES SOUTH OF THE STATION AT
 LA1583'MARION, ABOUT 10 POLES SOUTH OF THE CROSSING OF EAST 38TH STREET,
 LA1583'ABOUT 100 YARDS SOUTHEAST OF THE SOUTH END OF THE IDYLWYLD ROLLER
 LA1583'RINK, 39 FEET NORTHWEST OF THE SECOND POLE SOUTH OF POLE 135/15,
 LA1583'47 FEET WEST OF THE WEST RAIL, 1.5 FEET NORTHWEST OF A 6 INCH
 LA1583'WOODEN T FENCE CORNER POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 LA1583'ABOUT 0.5 FOOT BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LA1583'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1081 ***********************************************************************
 MD1081  DESIGNATION -  U 186
 MD1081  PID         -  MD1081
 MD1081  STATE/COUNTY-  IN/WHITLEY
 MD1081  COUNTRY     -  US
 MD1081  USGS QUAD   -  PIERCETON (2019)
 MD1081
 MD1081                         *CURRENT SURVEY CONTROL
 MD1081  ______________________________________________________________________
 MD1081* NAD 83(1986) POSITION- 41 08 52.     (N) 085 38 05.     (W)   SCALED
 MD1081* NAVD 88 ORTHO HEIGHT -   280.369 (meters)      919.84  (feet) ADJUSTED
 MD1081  ______________________________________________________________________
 MD1081  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 MD1081  DYNAMIC HEIGHT  -        280.252 (meters)      919.46  (feet) COMP
 MD1081  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 MD1081
 MD1081  VERT ORDER      -  SECOND    CLASS 0
 MD1081
 MD1081.The horizontal coordinates were scaled from a map and have
 MD1081.an estimated accuracy of +/- 6 seconds.
 MD1081
 MD1081.The orthometric height was determined by differential leveling and
 MD1081.adjusted by the NATIONAL GEODETIC SURVEY
 MD1081.in June 1991.
 MD1081
 MD1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1081.GEOID18 height accuracy estimate available here.
 MD1081
 MD1081.Click photographs - Photos may exist for this station.
 MD1081
 MD1081.The dynamic height is computed by dividing the NAVD 88
 MD1081.geopotential number by the normal gravity value computed on the
 MD1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1081.degrees latitude (g = 980.6199 gals.).
 MD1081
 MD1081.The modeled gravity was interpolated from observed gravity values.
 MD1081
 MD1081;                    North         East    Units  Estimated Accuracy
 MD1081;SPC IN E     -   654,970.      102,680.      MT  (+/- 180 meters Scaled)
 MD1081
 MD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL145560(NAD 83)
 MD1081
 MD1081                          SUPERSEDED SURVEY CONTROL
 MD1081
 MD1081  NGVD 29 (??/??/92)  280.498  (m)          920.27   (f) ADJ UNCH    2 0
 MD1081
 MD1081.Superseded values are not recommended for survey control.
 MD1081
 MD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1081.See file dsdata.pdf to determine how the superseded data were derived.
 MD1081
 MD1081_MARKER: DB = BENCH MARK DISK
 MD1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1081_STAMPING: U 186 1946
 MD1081_MARK LOGO: CGS
 MD1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1081+STABILITY: SURFACE MOTION
 MD1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1081+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 MD1081
 MD1081  HISTORY     - Date     Condition        Report By
 MD1081  HISTORY     - 1946     MONUMENTED       CGS
 MD1081  HISTORY     - 1961     GOOD             CGS
 MD1081  HISTORY     - 19921007 GOOD             NGS
 MD1081
 MD1081                          STATION DESCRIPTION
 MD1081
 MD1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1081'2.5 MI S FROM LARWILL.
 MD1081'ABOUT 2.5 MILES SOUTHERLY ALONG NO. 5 INDIANA HIGHWAY FROM THE
 MD1081'PENNSYLVANIA RAILROAD CROSSING IN LARWILL, AT ROAD T-INTERSECTION
 MD1081'WITH GRAVEL ROAD THAT EXTENDS WEST, 62 FEET NE OF THE INTERSECTION
 MD1081'OF THE CENTER LINES, 36-1/2 FEET E OF THE CENTER LINE OF THE
 MD1081'20-FOOT ASPHALT HIGHWAY PAVEMENT, 26-1/2 FEET N OF NO. CC B 4
 MD1081'POWER POLE, 1.5 FEET W OF E RIGHT-OF-WAY FENCE, ON CREST OF RIDGE,
 MD1081'2.1 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE
 MD1081'GROUND.
 MD1081
 MD1081                          STATION RECOVERY (1992)
 MD1081
 MD1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1081'4.2 KM (2.60 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 5 FROM THE
 MD1081'JUNCTION OF THE CONRAIL RAILROAD IN LARWILL, 15.3 M (50.2 FT) NORTH
 MD1081'OF THE EXTENDED CENTER OF COUNTY ROAD 100 S, 11.1 M (36.4 FT) EAST OF
 MD1081'AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.1 M (26.6 FT) NORTH OF
 MD1081'UTILITY POLE NUMBER 167 32514, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 MD1081'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 MD1081'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1710 ***********************************************************************
 LA1710  DESIGNATION -  U 187
 LA1710  PID         -  LA1710
 LA1710  STATE/COUNTY-  IN/WABASH
 LA1710  COUNTRY     -  US
 LA1710  USGS QUAD   -  SERVIA (2019)
 LA1710
 LA1710                         *CURRENT SURVEY CONTROL
 LA1710  ______________________________________________________________________
 LA1710* NAD 83(1986) POSITION- 40 54 48.     (N) 085 43 10.     (W)   SCALED
 LA1710* NAVD 88 ORTHO HEIGHT -   262.948 (meters)      862.69  (feet) ADJUSTED
 LA1710  ______________________________________________________________________
 LA1710  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 LA1710  DYNAMIC HEIGHT  -        262.826 (meters)      862.29  (feet) COMP
 LA1710  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 LA1710
 LA1710  VERT ORDER      -  SECOND    CLASS 0
 LA1710
 LA1710.The horizontal coordinates were scaled from a map and have
 LA1710.an estimated accuracy of +/- 6 seconds.
 LA1710
 LA1710.The orthometric height was determined by differential leveling and
 LA1710.adjusted by the NATIONAL GEODETIC SURVEY
 LA1710.in June 1991.
 LA1710
 LA1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1710.GEOID18 height accuracy estimate available here.
 LA1710
 LA1710.Click photographs - Photos may exist for this station.
 LA1710
 LA1710.The dynamic height is computed by dividing the NAVD 88
 LA1710.geopotential number by the normal gravity value computed on the
 LA1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1710.degrees latitude (g = 980.6199 gals.).
 LA1710
 LA1710.The modeled gravity was interpolated from observed gravity values.
 LA1710
 LA1710;                    North         East    Units  Estimated Accuracy
 LA1710;SPC IN E     -   628,940.       95,550.      MT  (+/- 180 meters Scaled)
 LA1710
 LA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL078299(NAD 83)
 LA1710
 LA1710                          SUPERSEDED SURVEY CONTROL
 LA1710
 LA1710  NGVD 29 (??/??/92)  263.073  (m)          863.10   (f) ADJ UNCH    2 0
 LA1710
 LA1710.Superseded values are not recommended for survey control.
 LA1710
 LA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1710.See file dsdata.pdf to determine how the superseded data were derived.
 LA1710
 LA1710_MARKER: DB = BENCH MARK DISK
 LA1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1710_STAMPING: U 187 1946
 LA1710_MARK LOGO: CGS
 LA1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1710+STABILITY: SURFACE MOTION
 LA1710
 LA1710  HISTORY     - Date     Condition        Report By
 LA1710  HISTORY     - 1946     MONUMENTED       CGS
 LA1710
 LA1710                          STATION DESCRIPTION
 LA1710
 LA1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1710'4.8 MI NE FROM URBANA.
 LA1710'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1710'THE STATION AT URBANA, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY
 LA1710'16, IN THE SOUTHEAST QUARTER OF AN OFFSET SECTION LINE ROAD
 LA1710'INTERSECTION, 68 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42
 LA1710'FEET SOUTH OF A POWER POLE, 22 FEET EAST OF THE CENTER LINE OF
 LA1710'THE GRAVEL ROAD LEADING SOUTH, 7.5 FEET NORTHEAST OF A TRAFFIC
 LA1710'STOP SIGN, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE
 LA1710'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1710'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0869 ***********************************************************************
 LA0869  DESIGNATION -  U 188
 LA0869  PID         -  LA0869
 LA0869  STATE/COUNTY-  IN/ALLEN
 LA0869  COUNTRY     -  US
 LA0869  USGS QUAD   -  ZANESVILLE (2019)
 LA0869
 LA0869                         *CURRENT SURVEY CONTROL
 LA0869  ______________________________________________________________________
 LA0869* NAD 83(1986) POSITION- 40 55 02.     (N) 085 17 02.     (W)   SCALED
 LA0869* NAVD 88 ORTHO HEIGHT -   245.044 (meters)      803.95  (feet) ADJUSTED
 LA0869  ______________________________________________________________________
 LA0869  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 LA0869  DYNAMIC HEIGHT  -        244.934 (meters)      803.59  (feet) COMP
 LA0869  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 LA0869
 LA0869  VERT ORDER      -  SECOND    CLASS 0
 LA0869
 LA0869.The horizontal coordinates were scaled from a map and have
 LA0869.an estimated accuracy of +/- 6 seconds.
 LA0869
 LA0869.The orthometric height was determined by differential leveling and
 LA0869.adjusted by the NATIONAL GEODETIC SURVEY
 LA0869.in June 1991.
 LA0869
 LA0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0869.GEOID18 height accuracy estimate available here.
 LA0869
 LA0869.Click photographs - Photos may exist for this station.
 LA0869
 LA0869.The dynamic height is computed by dividing the NAVD 88
 LA0869.geopotential number by the normal gravity value computed on the
 LA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0869.degrees latitude (g = 980.6199 gals.).
 LA0869
 LA0869.The modeled gravity was interpolated from observed gravity values.
 LA0869
 LA0869;                    North         East    Units  Estimated Accuracy
 LA0869;SPC IN E     -   629,440.      132,240.      MT  (+/- 180 meters Scaled)
 LA0869
 LA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL445309(NAD 83)
 LA0869
 LA0869                          SUPERSEDED SURVEY CONTROL
 LA0869
 LA0869  NGVD 29 (??/??/92)  245.186  (m)          804.41   (f) ADJ UNCH    2 0
 LA0869
 LA0869.Superseded values are not recommended for survey control.
 LA0869
 LA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0869.See file dsdata.pdf to determine how the superseded data were derived.
 LA0869
 LA0869_MARKER: DB = BENCH MARK DISK
 LA0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0869_SP_SET: CULVERT HEADWALL
 LA0869_STAMPING: U 188 1946
 LA0869_MARK LOGO: CGS
 LA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0869+STABILITY: SURFACE MOTION
 LA0869
 LA0869  HISTORY     - Date     Condition        Report By
 LA0869  HISTORY     - 1946     MONUMENTED       CGS
 LA0869  HISTORY     - 1969     GOOD             CGS
 LA0869
 LA0869                          STATION DESCRIPTION
 LA0869
 LA0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0869'AT ZANESVILLE.
 LA0869'AT ZANESVILLE, AT THE WEST SIDE OF TOWN, IN THE NORTHWEST ANGLE
 LA0869'OF THE INTERSECTION OF THE COUNTY LINE ROAD AND STATE HIGHWAY
 LA0869'3, AT PWP NO. 53-522, 95 FT. NORTH OF THE C/L OF THE COUNTY LINE
 LA0869'ROAD, 32 FT. NORTHWEST OF THE C/L OF THE HIGHWAY, IN THE TOP OF
 LA0869'THE SOUTHWEST END OF A V SHAPED CONCRETE HEADWALL OF A 24 IN
 LA0869'CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 1.2 FT, NORTHEAST
 LA0869'OF THE SOUTHWEST END OF THE HEADWALL AND ABOUT 2 FT. BELOW
 LA0869'HIGHWAY LEVEL.  NOTE-- HEADWALL SPALLED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0961 ***********************************************************************
 MD0961  DESIGNATION -  U 189
 MD0961  PID         -  MD0961
 MD0961  STATE/COUNTY-  IN/WHITLEY
 MD0961  COUNTRY     -  US
 MD0961  USGS QUAD   -  LAUD (2019)
 MD0961
 MD0961                         *CURRENT SURVEY CONTROL
 MD0961  ______________________________________________________________________
 MD0961* NAD 83(1986) POSITION- 41 00 19.     (N) 085 25 58.     (W)   SCALED
 MD0961* NAVD 88 ORTHO HEIGHT -   260.907 (meters)      855.99  (feet) ADJUSTED
 MD0961  ______________________________________________________________________
 MD0961  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 MD0961  DYNAMIC HEIGHT  -        260.793 (meters)      855.62  (feet) COMP
 MD0961  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 MD0961
 MD0961  VERT ORDER      -  SECOND    CLASS 0
 MD0961
 MD0961.The horizontal coordinates were scaled from a map and have
 MD0961.an estimated accuracy of +/- 6 seconds.
 MD0961
 MD0961.The orthometric height was determined by differential leveling and
 MD0961.adjusted by the NATIONAL GEODETIC SURVEY
 MD0961.in June 1991.
 MD0961
 MD0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0961.GEOID18 height accuracy estimate available here.
 MD0961
 MD0961.Click photographs - Photos may exist for this station.
 MD0961
 MD0961.The dynamic height is computed by dividing the NAVD 88
 MD0961.geopotential number by the normal gravity value computed on the
 MD0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0961.degrees latitude (g = 980.6199 gals.).
 MD0961
 MD0961.The modeled gravity was interpolated from observed gravity values.
 MD0961
 MD0961;                    North         East    Units  Estimated Accuracy
 MD0961;SPC IN E     -   639,170.      119,680.      MT  (+/- 180 meters Scaled)
 MD0961
 MD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317405(NAD 83)
 MD0961
 MD0961                          SUPERSEDED SURVEY CONTROL
 MD0961
 MD0961  NGVD 29 (??/??/92)  261.048  (m)          856.46   (f) ADJ UNCH    2 0
 MD0961
 MD0961.Superseded values are not recommended for survey control.
 MD0961
 MD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0961.See file dsdata.pdf to determine how the superseded data were derived.
 MD0961
 MD0961_MARKER: DB = BENCH MARK DISK
 MD0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0961_STAMPING: U 189 1946
 MD0961_MARK LOGO: CGS
 MD0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0961+STABILITY: SURFACE MOTION
 MD0961
 MD0961  HISTORY     - Date     Condition        Report By
 MD0961  HISTORY     - 1946     MONUMENTED       CGS
 MD0961  HISTORY     - 1968     GOOD             CGS
 MD0961
 MD0961                          STATION DESCRIPTION
 MD0961
 MD0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0961'7.4 MI E FROM LUTHER.
 MD0961'7.4 MILES EAST ALONG SR 114 FROM THE INTERSECTION WITH SR 5
 MD0961'AT LUTHER AT THE INTERSECTION WITH AN OFFSET NORTH-SOUTH SECTION
 MD0961'LINE ROAD, 145 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 MD0961'NORTH, ABOUT 30 FEET EAST OF THE EXTENDED CENTERLINE OF THE
 MD0961'ROAD LEADING SOUTH, 39 FEET NORTH OF THE CENTERLINE OF THE
 MD0961'HIGHWAY, 100 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE
 MD0961'TELEPHONE POLE NUMBER T 177, 20 FEET EAST OF A POWER POLE, 1
 MD0961'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, FLUSH WITH THE
 MD0961'HIGHWAY AND THE GROUND, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 MD0961'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0910 ***********************************************************************
 ME0910  DESIGNATION -  U 19
 ME0910  PID         -  ME0910
 ME0910  STATE/COUNTY-  IN/LA PORTE
 ME0910  COUNTRY     -  US
 ME0910  USGS QUAD   -  NEW CARLISLE (2019)
 ME0910
 ME0910                         *CURRENT SURVEY CONTROL
 ME0910  ______________________________________________________________________
 ME0910* NAD 83(1986) POSITION- 41 42 30.     (N) 086 32 19.     (W)   SCALED
 ME0910* NAVD 88 ORTHO HEIGHT -   243.127 (meters)      797.66  (feet) ADJUSTED
 ME0910  ______________________________________________________________________
 ME0910  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 ME0910  DYNAMIC HEIGHT  -        243.035 (meters)      797.36  (feet) COMP
 ME0910  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 ME0910
 ME0910  VERT ORDER      -  SECOND    CLASS 0
 ME0910
 ME0910.The horizontal coordinates were scaled from a map and have
 ME0910.an estimated accuracy of +/- 6 seconds.
 ME0910
 ME0910.The orthometric height was determined by differential leveling and
 ME0910.adjusted by the NATIONAL GEODETIC SURVEY
 ME0910.in June 1991.
 ME0910
 ME0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0910.GEOID18 height accuracy estimate available here.
 ME0910
 ME0910.Click photographs - Photos may exist for this station.
 ME0910
 ME0910.The dynamic height is computed by dividing the NAVD 88
 ME0910.geopotential number by the normal gravity value computed on the
 ME0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0910.degrees latitude (g = 980.6199 gals.).
 ME0910
 ME0910.The modeled gravity was interpolated from observed gravity values.
 ME0910
 ME0910;                    North         East    Units  Estimated Accuracy
 ME0910;SPC IN W     -   717,370.      945,340.      MT  (+/- 180 meters Scaled)
 ME0910
 ME0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM383174(NAD 83)
 ME0910
 ME0910                          SUPERSEDED SURVEY CONTROL
 ME0910
 ME0910  NGVD 29 (??/??/92)  243.232  (m)          798.00   (f) ADJ UNCH    2 0
 ME0910
 ME0910.Superseded values are not recommended for survey control.
 ME0910
 ME0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0910.See file dsdata.pdf to determine how the superseded data were derived.
 ME0910
 ME0910_MARKER: DB = BENCH MARK DISK
 ME0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0910_SP_SET: BRIDGE SEAT
 ME0910_STAMPING: U 19 1934
 ME0910_MARK LOGO: CGS
 ME0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0910
 ME0910  HISTORY     - Date     Condition        Report By
 ME0910  HISTORY     - 1934     MONUMENTED       CGS
 ME0910  HISTORY     - 1946     GOOD             CGS
 ME0910  HISTORY     - 20150413 MARK NOT FOUND   INDOT
 ME0910
 ME0910                          STATION DESCRIPTION
 ME0910
 ME0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0910'1.6 MI W FROM NEW CARLISLE.
 ME0910'IN LA PORTE COUNTY, 1.6 MILES WEST ALONG THE NEW YORK CENTRAL
 ME0910'RAILROAD FROM THE STATION AT NEW CARLISLE, ST. JOSEPH COUNTY, AT
 ME0910'HUDSON LAKE, 53 YARDS EAST AND 18 YARDS NORTH OF STATION
 ME0910'468.3, 50 YARDS NORTHEAST OF MILEPOST C 71, AT BRIDGE 51 OVER A
 ME0910'COUNTY ROAD, IN THE NORTHEAST END OF THE WEST BRIDGE SEAT,
 ME0910'10 YARDS NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND
 ME0910'ABOUT 6 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 ME0910'U 19 1934.
 ME0910
 ME0910                          STATION RECOVERY (2015)
 ME0910
 ME0910'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME0910'RAILROAD BRIDGE UNDER CONSTRUCTION AND NOT ALLOWED IN AREA. MOST
 ME0910'LIKELY WILL BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0290 ***********************************************************************
 LB0290  DESIGNATION -  U 190 RESET
 LB0290  PID         -  LB0290
 LB0290  STATE/COUNTY-  IN/MIAMI
 LB0290  COUNTRY     -  US
 LB0290  USGS QUAD   -  GALVESTON (2019)
 LB0290
 LB0290                         *CURRENT SURVEY CONTROL
 LB0290  ______________________________________________________________________
 LB0290* NAD 83(1986) POSITION- 40 35 57.     (N) 086 07 36.     (W)   SCALED
 LB0290* NAVD 88 ORTHO HEIGHT -   244.08  (meters)      800.8   (feet) RESET
 LB0290  ______________________________________________________________________
 LB0290  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LB0290  VERT ORDER      -  THIRD
 LB0290
 LB0290.The horizontal coordinates were scaled from a map and have
 LB0290.an estimated accuracy of +/- 6 seconds.
 LB0290
 LB0290.The orthometric height was computed from unverified reset data.
 LB0290
 LB0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0290.GEOID18 height accuracy estimate available here.
 LB0290
 LB0290.Click photographs - Photos may exist for this station.
 LB0290
 LB0290;                    North         East    Units  Estimated Accuracy
 LB0290;SPC IN E     -   594,150.       61,070.      MT  (+/- 180 meters Scaled)
 LB0290
 LB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK738946(NAD 83)
 LB0290
 LB0290                          SUPERSEDED SURVEY CONTROL
 LB0290
 LB0290.No superseded survey control is available for this station.
 LB0290
 LB0290_MARKER: DB = BENCH MARK DISK
 LB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0290_STAMPING: U 190 RESET 1968
 LB0290_MARK LOGO: CGS
 LB0290_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0290+STABILITY: SURFACE MOTION
 LB0290
 LB0290  HISTORY     - Date     Condition        Report By
 LB0290  HISTORY     - 1968     MONUMENTED       CGS
 LB0290
 LB0290                          STATION DESCRIPTION
 LB0290
 LB0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0290'1.8 MI NW FROM BENNETTS SWITCH.
 LB0290'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 18 FROM THE M.E. CHURCH
 LB0290'AT BENNETTS SWITCH, THENCE NORTH ALONG U.S. HIGHWAY 31 FOR
 LB0290'0.95 MILE TO A GRAVELED ROAD EAST (CO. ROAD 1150 S), 140 FEET
 LB0290'EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE
 LB0290'GRAVELED ROAD, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST
 LB0290'OF A TELEPHONE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LB0290'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LB0290'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1561 ***********************************************************************
 LA1561  DESIGNATION -  U 191
 LA1561  PID         -  LA1561
 LA1561  STATE/COUNTY-  IN/HOWARD
 LA1561  COUNTRY     -  US
 LA1561  USGS QUAD   -  GREENTOWN (2019)
 LA1561
 LA1561                         *CURRENT SURVEY CONTROL
 LA1561  ______________________________________________________________________
 LA1561* NAD 83(1986) POSITION- 40 28 56.8    (N) 085 58 29.5    (W)   HD_HELD2
 LA1561* NAVD 88 ORTHO HEIGHT -   256.006 (meters)      839.91  (feet) ADJUSTED
 LA1561  ______________________________________________________________________
 LA1561  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 LA1561  DYNAMIC HEIGHT  -        255.874 (meters)      839.48  (feet) COMP
 LA1561  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 LA1561
 LA1561  VERT ORDER      -  SECOND    CLASS 0
 LA1561
 LA1561.The horizontal coordinates were established by autonomous hand held GPS
 LA1561.observations and have an estimated accuracy of +/- 10 meters.
 LA1561
 LA1561.The orthometric height was determined by differential leveling and
 LA1561.adjusted by the NATIONAL GEODETIC SURVEY
 LA1561.in June 1991.
 LA1561
 LA1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1561.GEOID18 height accuracy estimate available here.
 LA1561
 LA1561.Click photographs - Photos may exist for this station.
 LA1561
 LA1561.The dynamic height is computed by dividing the NAVD 88
 LA1561.geopotential number by the normal gravity value computed on the
 LA1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1561.degrees latitude (g = 980.6199 gals.).
 LA1561
 LA1561.The modeled gravity was interpolated from observed gravity values.
 LA1561
 LA1561;                    North         East    Units  Estimated Accuracy
 LA1561;SPC IN E     -   581,132.       73,869.      MT  (+/- 10 meters HH2 GPS)
 LA1561
 LA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8688781810(NAD 83)
 LA1561
 LA1561                          SUPERSEDED SURVEY CONTROL
 LA1561
 LA1561  NGVD 29 (??/??/92)  256.129  (m)          840.32   (f) ADJ UNCH    2 0
 LA1561
 LA1561.Superseded values are not recommended for survey control.
 LA1561
 LA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1561.See file dsdata.pdf to determine how the superseded data were derived.
 LA1561
 LA1561_MARKER: DB = BENCH MARK DISK
 LA1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1561_STAMPING: U 191 1946
 LA1561_MARK LOGO: CGS
 LA1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1561+STABILITY: SURFACE MOTION
 LA1561
 LA1561  HISTORY     - Date     Condition        Report By
 LA1561  HISTORY     - 1946     MONUMENTED       CGS
 LA1561
 LA1561                          STATION DESCRIPTION
 LA1561
 LA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1561'0.5 MI W FROM GREENTOWN.
 LA1561'0.5 MILE WEST ALONG THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD
 LA1561'FROM THE STATION AT GREENTOWN, AT A BLACK TOP STREET CROSSING, 137
 LA1561'FEET EAST OF POLE NO. 172/15, 31 FEET SOUTHWEST OF THE CENTER
 LA1561'LINE OF THE STREET, 26 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LA1561'TRACK, 1.8 FEET SOUTH OF THE FENCE LINE, LEVEL WITH THE TRACK,
 LA1561'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1897 ***********************************************************************
 LA1897  DESIGNATION -  U 192
 LA1897  PID         -  LA1897
 LA1897  STATE/COUNTY-  IN/GRANT
 LA1897  COUNTRY     -  US
 LA1897  USGS QUAD   -  VAN BUREN (2019)
 LA1897
 LA1897                         *CURRENT SURVEY CONTROL
 LA1897  ______________________________________________________________________
 LA1897* NAD 83(1986) POSITION- 40 36 15.     (N) 085 34 48.     (W)   SCALED
 LA1897* NAVD 88 ORTHO HEIGHT -   266.906 (meters)      875.67  (feet) ADJUSTED
 LA1897  ______________________________________________________________________
 LA1897  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 LA1897  DYNAMIC HEIGHT  -        266.772 (meters)      875.23  (feet) COMP
 LA1897  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 LA1897
 LA1897  VERT ORDER      -  SECOND    CLASS 0
 LA1897
 LA1897.The horizontal coordinates were scaled from a map and have
 LA1897.an estimated accuracy of +/- 6 seconds.
 LA1897
 LA1897.The orthometric height was determined by differential leveling and
 LA1897.adjusted by the NATIONAL GEODETIC SURVEY
 LA1897.in June 1991.
 LA1897
 LA1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1897.GEOID18 height accuracy estimate available here.
 LA1897
 LA1897.Click photographs - Photos may exist for this station.
 LA1897
 LA1897.The dynamic height is computed by dividing the NAVD 88
 LA1897.geopotential number by the normal gravity value computed on the
 LA1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1897.degrees latitude (g = 980.6199 gals.).
 LA1897
 LA1897.The modeled gravity was interpolated from observed gravity values.
 LA1897
 LA1897;                    North         East    Units  Estimated Accuracy
 LA1897;SPC IN E     -   594,610.      107,340.      MT  (+/- 180 meters Scaled)
 LA1897
 LA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK201957(NAD 83)
 LA1897
 LA1897                          SUPERSEDED SURVEY CONTROL
 LA1897
 LA1897  NGVD 29 (??/??/92)  267.035  (m)          876.10   (f) ADJ UNCH    2 0
 LA1897
 LA1897.Superseded values are not recommended for survey control.
 LA1897
 LA1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1897.See file dsdata.pdf to determine how the superseded data were derived.
 LA1897
 LA1897_MARKER: DB = BENCH MARK DISK
 LA1897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1897_SP_SET: FOUNDATION
 LA1897_STAMPING: U 192 1946
 LA1897_MARK LOGO: CGS
 LA1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1897
 LA1897  HISTORY     - Date     Condition        Report By
 LA1897  HISTORY     - 1946     MONUMENTED       CGS
 LA1897  HISTORY     - 1965     GOOD             CGS
 LA1897
 LA1897                          STATION DESCRIPTION
 LA1897
 LA1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1897'AT HANFIELD.
 LA1897'AT HANFIELD, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 LA1897'FOUNDATION OF THE HANFIELD M.P. CHURCH, 16 FEET EAST OF THE
 LA1897'SOUTHWEST CORNER OF THE BUILDING, AND 1.3 FEET ABOVE THE SIDE
 LA1897'WALK.
 LA1897
 LA1897                          STATION RECOVERY (1965)
 LA1897
 LA1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1477 ***********************************************************************
 LA1477  DESIGNATION -  U 193
 LA1477  PID         -  LA1477
 LA1477  STATE/COUNTY-  IN/MADISON
 LA1477  COUNTRY     -  US
 LA1477  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1477
 LA1477                         *CURRENT SURVEY CONTROL
 LA1477  ______________________________________________________________________
 LA1477* NAD 83(1986) POSITION- 40 11 38.     (N) 085 41 26.     (W)   SCALED
 LA1477* NAVD 88 ORTHO HEIGHT -   270.379 (meters)      887.07  (feet) ADJUSTED
 LA1477  ______________________________________________________________________
 LA1477  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 LA1477  DYNAMIC HEIGHT  -        270.235 (meters)      886.60  (feet) COMP
 LA1477  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 LA1477
 LA1477  VERT ORDER      -  SECOND    CLASS 0
 LA1477
 LA1477.The horizontal coordinates were scaled from a map and have
 LA1477.an estimated accuracy of +/- 6 seconds.
 LA1477
 LA1477.The orthometric height was determined by differential leveling and
 LA1477.adjusted by the NATIONAL GEODETIC SURVEY
 LA1477.in June 1991.
 LA1477
 LA1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1477.GEOID18 height accuracy estimate available here.
 LA1477
 LA1477.Click photographs - Photos may exist for this station.
 LA1477
 LA1477.The dynamic height is computed by dividing the NAVD 88
 LA1477.geopotential number by the normal gravity value computed on the
 LA1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1477.degrees latitude (g = 980.6199 gals.).
 LA1477
 LA1477.The modeled gravity was interpolated from observed gravity values.
 LA1477
 LA1477;                    North         East    Units  Estimated Accuracy
 LA1477;SPC IN E     -   549,050.       97,970.      MT  (+/- 180 meters Scaled)
 LA1477
 LA1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK114500(NAD 83)
 LA1477
 LA1477                          SUPERSEDED SURVEY CONTROL
 LA1477
 LA1477  NGVD 29 (??/??/92)  270.521  (m)          887.53   (f) ADJ UNCH    2 0
 LA1477
 LA1477.Superseded values are not recommended for survey control.
 LA1477
 LA1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1477.See file dsdata.pdf to determine how the superseded data were derived.
 LA1477
 LA1477_MARKER: DB = BENCH MARK DISK
 LA1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1477_STAMPING: U 193 1946
 LA1477_MARK LOGO: CGS
 LA1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1477+STABILITY: SURFACE MOTION
 LA1477
 LA1477  HISTORY     - Date     Condition        Report By
 LA1477  HISTORY     - 1946     MONUMENTED       CGS
 LA1477  HISTORY     - 1958     MARK NOT FOUND   CGS
 LA1477
 LA1477                          STATION DESCRIPTION
 LA1477
 LA1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1477'0.3 MI W FROM LINWOOD.
 LA1477'ABOUT 0.3 MILE WEST ALONG A COUNTY ROAD FROM THE DISTRICT 11,
 LA1477'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, SET IN THE NORTHWEST ANGLE
 LA1477'OF THE INTERSECTION OF A GRAVEL CROSS ROAD, 32 FEET NORTH OF THE
 LA1477'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET WEST OF THE CENTER
 LA1477'LINE OF THE NORTH-SOUTH ROAD, 11.5 FEET NORTH OF A FENCE CORNER,
 LA1477'0.8 FOOT EAST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE ROADS,
 LA1477'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1477'NOTE-- THE NORTH-SOUTH COUNTY ROAD HAS BEEN REBUILT AND THE
 LA1477'REFERENCE DISTANCES NOW FALL WITHIN THE ROADWAY.
 LA1477
 LA1477                          STATION RECOVERY (1958)
 LA1477
 LA1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LA1477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1344 ***********************************************************************
 LA1344  DESIGNATION -  U 194
 LA1344  PID         -  LA1344
 LA1344  STATE/COUNTY-  IN/MADISON
 LA1344  COUNTRY     -  US
 LA1344  USGS QUAD   -  FRANKTON (2019)
 LA1344
 LA1344                         *CURRENT SURVEY CONTROL
 LA1344  ______________________________________________________________________
 LA1344* NAD 83(1986) POSITION- 40 13 58.03   (N) 085 51 25.56   (W)   HD_HELD1
 LA1344* NAVD 88 ORTHO HEIGHT -   256.466 (meters)      841.42  (feet) ADJUSTED
 LA1344  ______________________________________________________________________
 LA1344  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LA1344  DYNAMIC HEIGHT  -        256.329 (meters)      840.97  (feet) COMP
 LA1344  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LA1344
 LA1344  VERT ORDER      -  SECOND    CLASS 0
 LA1344
 LA1344.The horizontal coordinates were determined by differentially corrected
 LA1344.hand held GPS observations or other comparable positioning techniques
 LA1344.and have an estimated accuracy of +/- 3 meters.
 LA1344
 LA1344.The orthometric height was determined by differential leveling and
 LA1344.adjusted by the NATIONAL GEODETIC SURVEY
 LA1344.in June 1991.
 LA1344
 LA1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1344.GEOID18 height accuracy estimate available here.
 LA1344
 LA1344.Click photographs - Photos may exist for this station.
 LA1344
 LA1344.The dynamic height is computed by dividing the NAVD 88
 LA1344.geopotential number by the normal gravity value computed on the
 LA1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1344.degrees latitude (g = 980.6199 gals.).
 LA1344
 LA1344.The modeled gravity was interpolated from observed gravity values.
 LA1344
 LA1344;                    North         East    Units  Estimated Accuracy
 LA1344;SPC IN E     -   553,382.0      83,794.1     MT  (+/- 3 meters HH1 GPS) 
 LA1344
 LA1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9722654221(NAD 83)
 LA1344
 LA1344                          SUPERSEDED SURVEY CONTROL
 LA1344
 LA1344  NGVD 29 (??/??/92)  256.598  (m)          841.86   (f) ADJ UNCH    2 0
 LA1344
 LA1344.Superseded values are not recommended for survey control.
 LA1344
 LA1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1344.See file dsdata.pdf to determine how the superseded data were derived.
 LA1344
 LA1344_MARKER: DB = BENCH MARK DISK
 LA1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1344_SP_SET: CULVERT
 LA1344_STAMPING: U 194 1946
 LA1344_MARK LOGO: CGS
 LA1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1344+STABILITY: SURFACE MOTION
 LA1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1344+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2016
 LA1344
 LA1344  HISTORY     - Date     Condition        Report By
 LA1344  HISTORY     - 1946     MONUMENTED       CGS
 LA1344  HISTORY     - 20060522 GOOD             BFSINC
 LA1344  HISTORY     - 20160801 GOOD             INDOT
 LA1344
 LA1344                          STATION DESCRIPTION
 LA1344
 LA1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1344'5.7 MI SE FROM ELWOOD.
 LA1344'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1344'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 4.1 MILES SOUTH
 LA1344'ALONG STATE HIGHWAY 37, 204 FEET SOUTH OF THE CENTER LINE OF A
 LA1344'GRAVEL CROSS ROAD, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1344'AND SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A
 LA1344'2 BY 3 FOOT CONCRETE CULVERT, AND ABOUT 3 FEET BELOW THE HIGHWAY.
 LA1344
 LA1344                          STATION RECOVERY (2006)
 LA1344
 LA1344'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 LA1344'RECOVERED IN GOOD CONDITION.
 LA1344
 LA1344                          STATION RECOVERY (2016)
 LA1344
 LA1344'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (JK)
 LA1344'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0538 ***********************************************************************
 LB0538  DESIGNATION -  U 195
 LB0538  PID         -  LB0538
 LB0538  STATE/COUNTY-  IN/CLINTON
 LB0538  COUNTRY     -  US
 LB0538  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0538
 LB0538                         *CURRENT SURVEY CONTROL
 LB0538  ______________________________________________________________________
 LB0538* NAD 83(1986) POSITION- 40 18 56.     (N) 086 23 35.     (W)   SCALED
 LB0538* NAVD 88 ORTHO HEIGHT -   269.118 (meters)      882.93  (feet) ADJUSTED
 LB0538  ______________________________________________________________________
 LB0538  GEOID HEIGHT    -        -34.156 (meters)                     GEOID18
 LB0538  DYNAMIC HEIGHT  -        268.975 (meters)      882.46  (feet) COMP
 LB0538  MODELED GRAVITY -    980,086.3   (mgal)                       NAVD 88
 LB0538
 LB0538  VERT ORDER      -  SECOND    CLASS 0
 LB0538
 LB0538.The horizontal coordinates were scaled from a map and have
 LB0538.an estimated accuracy of +/- 6 seconds.
 LB0538
 LB0538.The orthometric height was determined by differential leveling and
 LB0538.adjusted by the NATIONAL GEODETIC SURVEY
 LB0538.in June 1991.
 LB0538
 LB0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0538.GEOID18 height accuracy estimate available here.
 LB0538
 LB0538.Click photographs - Photos may exist for this station.
 LB0538
 LB0538.The dynamic height is computed by dividing the NAVD 88
 LB0538.geopotential number by the normal gravity value computed on the
 LB0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0538.degrees latitude (g = 980.6199 gals.).
 LB0538
 LB0538.The modeled gravity was interpolated from observed gravity values.
 LB0538
 LB0538;                    North         East    Units  Estimated Accuracy
 LB0538;SPC IN W     -   562,780.      958,670.      MT  (+/- 180 meters Scaled)
 LB0538
 LB0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515629(NAD 83)
 LB0538
 LB0538                          SUPERSEDED SURVEY CONTROL
 LB0538
 LB0538  NGVD 29 (??/??/92)  269.226  (m)          883.29   (f) ADJ UNCH    2 0
 LB0538
 LB0538.Superseded values are not recommended for survey control.
 LB0538
 LB0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0538.See file dsdata.pdf to determine how the superseded data were derived.
 LB0538
 LB0538_MARKER: DB = BENCH MARK DISK
 LB0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0538_STAMPING: U 95 1946
 LB0538_MARK LOGO: CGS
 LB0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0538+STABILITY: SURFACE MOTION
 LB0538
 LB0538  HISTORY     - Date     Condition        Report By
 LB0538  HISTORY     - 1946     MONUMENTED       CGS
 LB0538
 LB0538                          STATION DESCRIPTION
 LB0538
 LB0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0538'0.8 MI S FROM MICHIGANTOWN.
 LB0538'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE POST
 LB0538'OFFICE AT MICHIGANTOWN, SET IN THE NORTHWEST ANGLE OF A GRAVEL
 LB0538'CROSS ROAD AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 LB0538'CEMETERY, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 LB0538'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 5 FEET SOUTH OF
 LB0538'POWER POLE 3-145/47, 7.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 LB0538'OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 LB0538'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0826 ***********************************************************************
 MD0826  DESIGNATION -  U 196
 MD0826  PID         -  MD0826
 MD0826  STATE/COUNTY-  IN/WHITLEY
 MD0826  COUNTRY     -  US
 MD0826  USGS QUAD   -  CHURUBUSCO (2019)
 MD0826
 MD0826                         *CURRENT SURVEY CONTROL
 MD0826  ______________________________________________________________________
 MD0826* NAD 83(1986) POSITION- 41 12 46.     (N) 085 21 11.     (W)   SCALED
 MD0826* NAVD 88 ORTHO HEIGHT -   276.693 (meters)      907.78  (feet) ADJUSTED
 MD0826  ______________________________________________________________________
 MD0826  GEOID HEIGHT    -        -32.777 (meters)                     GEOID18
 MD0826  DYNAMIC HEIGHT  -        276.589 (meters)      907.44  (feet) COMP
 MD0826  MODELED GRAVITY -    980,241.6   (mgal)                       NAVD 88
 MD0826
 MD0826  VERT ORDER      -  SECOND    CLASS 0
 MD0826
 MD0826.The horizontal coordinates were scaled from a map and have
 MD0826.an estimated accuracy of +/- 6 seconds.
 MD0826
 MD0826.The orthometric height was determined by differential leveling and
 MD0826.adjusted by the NATIONAL GEODETIC SURVEY
 MD0826.in June 1991.
 MD0826
 MD0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0826.GEOID18 height accuracy estimate available here.
 MD0826
 MD0826.Click photographs - Photos may exist for this station.
 MD0826
 MD0826.The dynamic height is computed by dividing the NAVD 88
 MD0826.geopotential number by the normal gravity value computed on the
 MD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0826.degrees latitude (g = 980.6199 gals.).
 MD0826
 MD0826.The modeled gravity was interpolated from observed gravity values.
 MD0826
 MD0826;                    North         East    Units  Estimated Accuracy
 MD0826;SPC IN E     -   662,240.      126,300.      MT  (+/- 180 meters Scaled)
 MD0826
 MD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL380636(NAD 83)
 MD0826
 MD0826                          SUPERSEDED SURVEY CONTROL
 MD0826
 MD0826  NGVD 29 (??/??/92)  276.848  (m)          908.29   (f) ADJ UNCH    2 0
 MD0826
 MD0826.Superseded values are not recommended for survey control.
 MD0826
 MD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0826.See file dsdata.pdf to determine how the superseded data were derived.
 MD0826
 MD0826_MARKER: DB = BENCH MARK DISK
 MD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0826_STAMPING: U 196 1946
 MD0826_MARK LOGO: CGS
 MD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0826+STABILITY: SURFACE MOTION
 MD0826
 MD0826  HISTORY     - Date     Condition        Report By
 MD0826  HISTORY     - 1946     MONUMENTED       CGS
 MD0826  HISTORY     - 1962     GOOD             CGS
 MD0826
 MD0826                          STATION DESCRIPTION
 MD0826
 MD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0826'2.4 MI SW FROM CHURUBUSCO.
 MD0826'ABOUT 2.4 MILES SW LY ALONG NO. 205 INDIANA HWY. FROM ITS
 MD0826'INTERSECTION WITH NO. 33 U.S. HWY. AT THE CORNER OF WHITLEY AND
 MD0826'MAIN STREETS IN CHURUBUSCO, AT A N-S CROSS ROAD, 69 FEET W OF
 MD0826'CENTER LINE OF THAT ROAD, 61 FEET SW OF RAILROAD-RAIL CORNER
 MD0826'FENCE POST, 40 FEET NW OF CENTER LINE OF THE HWY., 1.3 FEET
 MD0826'LOWER THAN SAME, ONE FOOT SE OF FENCE, 1.5 FEET SW OF STEEL
 MD0826'WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0699 ***********************************************************************
 MD0699  DESIGNATION -  U 197
 MD0699  PID         -  MD0699
 MD0699  STATE/COUNTY-  IN/ALLEN
 MD0699  COUNTRY     -  US
 MD0699  USGS QUAD   -  HUNTERTOWN (2019)
 MD0699
 MD0699                         *CURRENT SURVEY CONTROL
 MD0699  ______________________________________________________________________
 MD0699* NAD 83(1986) POSITION- 41 12 24.57   (N) 085 08 50.19   (W)   HD_HELD1
 MD0699* NAVD 88 ORTHO HEIGHT -   261.534 (meters)      858.05  (feet) ADJUSTED
 MD0699  ______________________________________________________________________
 MD0699  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 MD0699  DYNAMIC HEIGHT  -        261.432 (meters)      857.71  (feet) COMP
 MD0699  MODELED GRAVITY -    980,225.4   (mgal)                       NAVD 88
 MD0699
 MD0699  VERT ORDER      -  SECOND    CLASS 0
 MD0699
 MD0699.The horizontal coordinates were determined by differentially corrected
 MD0699.hand held GPS observations or other comparable positioning techniques
 MD0699.and have an estimated accuracy of +/- 3 meters.
 MD0699
 MD0699.The orthometric height was determined by differential leveling and
 MD0699.adjusted by the NATIONAL GEODETIC SURVEY
 MD0699.in June 1991.
 MD0699
 MD0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0699.GEOID18 height accuracy estimate available here.
 MD0699
 MD0699.Click photographs - Photos may exist for this station.
 MD0699
 MD0699.The dynamic height is computed by dividing the NAVD 88
 MD0699.geopotential number by the normal gravity value computed on the
 MD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0699.degrees latitude (g = 980.6199 gals.).
 MD0699
 MD0699.The modeled gravity was interpolated from observed gravity values.
 MD0699
 MD0699;                    North         East    Units  Estimated Accuracy
 MD0699;SPC IN E     -   661,656.6     143,560.9     MT  (+/- 3 meters HH1 GPS) 
 MD0699
 MD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5533263371(NAD 83)
 MD0699
 MD0699                          SUPERSEDED SURVEY CONTROL
 MD0699
 MD0699  NGVD 29 (??/??/92)  261.649  (m)          858.43   (f) ADJ UNCH    2 0
 MD0699
 MD0699.Superseded values are not recommended for survey control.
 MD0699
 MD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0699.See file dsdata.pdf to determine how the superseded data were derived.
 MD0699
 MD0699_MARKER: DB = BENCH MARK DISK
 MD0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0699_STAMPING: U 197 1946
 MD0699_MARK LOGO: CGS
 MD0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0699+STABILITY: SURFACE MOTION
 MD0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0699+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2008
 MD0699
 MD0699  HISTORY     - Date     Condition        Report By
 MD0699  HISTORY     - 1946     MONUMENTED       CGS
 MD0699  HISTORY     - 1968     GOOD             INHD
 MD0699  HISTORY     - 20080122 GOOD             FOXCON
 MD0699
 MD0699                          STATION DESCRIPTION
 MD0699
 MD0699'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0699'1.3 MI S FROM HUNTERTOWN.
 MD0699'ABOUT 1.3 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0699'THE ROAD CROSSING AT HUNTERTOWN, ABOUT 93 YARDS SOUTH OF RAILROAD
 MD0699'SURVEY STAKE NO. 640, 46 FEET EAST OF THE EAST RAIL, 21 FEET
 MD0699'NORTH OF THE CENTER LINE OF A GRAVEL ROAD CROSSING THE TRACK,
 MD0699'4 FEET NORTH OF THE TELEPHONE POLE NO. R-10785 SERVING AS A
 MD0699'FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT 1 FOOT
 MD0699'ABOVE THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0699'3 INCHES.
 MD0699
 MD0699                          STATION RECOVERY (2008)
 MD0699
 MD0699'RECOVERY NOTE BY FOX CONTRACTORS 2008 (DCW)
 MD0699'RECOVERED AS PREVIOUSLY DESCRIBED, EXCEPT THE RAILROAD TRACKS ARE NO
 MD0699'LONGER PRESENT, THE BENCHMARK IS 6.7 FEET NORTH OF THE TELEPHONE POLE
 MD0699'NO. R-10785 SERVING AS A FENCE CORNER POST, AND THE BENCHMARK IS 2.5
 MD0699'FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0372 ***********************************************************************
 MD0372  DESIGNATION -  U 198
 MD0372  PID         -  MD0372
 MD0372  STATE/COUNTY-  IN/DE KALB
 MD0372  COUNTRY     -  US
 MD0372  USGS QUAD   -  BUTLER EAST (2019)
 MD0372
 MD0372                         *CURRENT SURVEY CONTROL
 MD0372  ______________________________________________________________________
 MD0372* NAD 83(1997) POSITION- 41 24 29.59379(N) 084 52 13.87331(W)   ADJUSTED
 MD0372* NAVD 88 ORTHO HEIGHT -   265.482 (meters)      871.00  (feet) ADJUSTED
 MD0372  ______________________________________________________________________
 MD0372  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 MD0372  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 MD0372  DYNAMIC HEIGHT  -        265.377 (meters)      870.66  (feet) COMP
 MD0372  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 MD0372
 MD0372  HORZ ORDER      -  SECOND
 MD0372  VERT ORDER      -  SECOND    CLASS 0
 MD0372
 MD0372.The horizontal coordinates were established by classical geodetic methods
 MD0372.and adjusted by the National Geodetic Survey in May 1999.
 MD0372
 MD0372.The orthometric height was determined by differential leveling and
 MD0372.adjusted by the NATIONAL GEODETIC SURVEY
 MD0372.in June 1991.
 MD0372
 MD0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0372.GEOID18 height accuracy estimate available here.
 MD0372
 MD0372.Click photographs - Photos may exist for this station.
 MD0372
 MD0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0372
 MD0372.The dynamic height is computed by dividing the NAVD 88
 MD0372.geopotential number by the normal gravity value computed on the
 MD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0372.degrees latitude (g = 980.6199 gals.).
 MD0372
 MD0372.The modeled gravity was interpolated from observed gravity values.
 MD0372
 MD0372. The following values were computed from the NAD 83(1997) position.
 MD0372
 MD0372;                    North         East     Units Scale Factor Converg.
 MD0372;SPC IN E     -   684,198.686   166,566.988   MT  1.00002118   +0 31 35.8
 MD0372;SPC IN E     - 2,244,741.86    546,478.53   sFT  1.00002118   +0 31 35.8
 MD0372;SPC OH N     -   196,088.044   401,824.411   MT  0.99995676   -1 33 26.3
 MD0372;SPC OH N     -   643,332.19  1,318,318.92   sFT  0.99995676   -1 33 26.3
 MD0372;UTM  16      - 4,586,263.266   677,988.178   MT  0.99998988   +1 24 31.9
 MD0372
 MD0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0372!SPC IN E     -   0.99996360  x   1.00002118  =   0.99998478
 MD0372!SPC OH N     -   0.99996360  x   0.99995676  =   0.99992036
 MD0372!UTM  16      -   0.99996360  x   0.99998988  =   0.99995348
 MD0372
 MD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7798886263(NAD 83)
 MD0372
 MD0372                          SUPERSEDED SURVEY CONTROL
 MD0372
 MD0372  NAD 83(1995)-  41 24 29.59395(N)    084 52 13.87399(W) AD(       ) 2
 MD0372  NAD 83(1986)-  41 24 29.59449(N)    084 52 13.88854(W) AD(       ) 2
 MD0372  NAD 27      -  41 24 29.41270(N)    084 52 14.02680(W) AD(       ) 2
 MD0372  NGVD 29 (??/??/92)  265.626  (m)          871.47   (f) ADJ UNCH    2 0
 MD0372  NGVD 29             265.63   (m)          871.5    (f) LEVELING    3  
 MD0372
 MD0372.Superseded values are not recommended for survey control.
 MD0372
 MD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0372.See file dsdata.pdf to determine how the superseded data were derived.
 MD0372
 MD0372_MARKER: DB = BENCH MARK DISK
 MD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0372_STAMPING: U 198 1946
 MD0372_MARK LOGO: CGS
 MD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0372+STABILITY: SURFACE MOTION
 MD0372
 MD0372  HISTORY     - Date     Condition        Report By
 MD0372  HISTORY     - 1946     MONUMENTED       CGS
 MD0372  HISTORY     - 1960     GOOD             CGS
 MD0372  HISTORY     - 1968     GOOD             INHD
 MD0372  HISTORY     - 20061116 POOR             INDIV
 MD0372  HISTORY     - 20100907 POOR             DLZCOR
 MD0372
 MD0372                          STATION DESCRIPTION
 MD0372
 MD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0372'STATION IS LOCATED 1.4 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 6
 MD0372'AND STATE HIGHWAY 1 IN
 MD0372'BUTLER, ON THE EAST SIDE OF STATE HIGHWAY 1.  IT IS 150 FEET
 MD0372'NORTHEAST OF THE INTERSECTION OF
 MD0372'HIGHWAY 1 AND A GRAVEL CROSSROAD, 40 FEET EAST OF THE CENTER OF THE
 MD0372'HIGHWAY AND ONE FOOT WEST OF THE FENCE.
 MD0372'THE MARK IS A 12 X 12 INCH CONCRETE POST WITH A STANDARD
 MD0372'USC AND GS BM DISK STAMPED U 198 1946.
 MD0372'
 MD0372'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRANCH AND
 MD0372'THE DISTANCE WAS FOUND TO BE
 MD0372'182.89 FEET (55.744 METERS).
 MD0372
 MD0372                          STATION RECOVERY (1960)
 MD0372
 MD0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD0372'RECOVERED AS DESCRIBED BY THE TRIANGULATION PARTY IN 1947 THO
 MD0372'DISTANCE FROM CENTER LINE OF
 MD0372'HIGHWAY WAS MEASURED AT THIS TIME AS 39 INSTEAD OF 40 FEET, IT
 MD0372'PROJECTS 0.3 FOOT, AND IS 2.1 FEET N
 MD0372'OF STEEL WITNESS POST.  THE HORIZONTAL POSITION OF THE SUBJECT MARK
 MD0372'WAS DETERMINED BY TRAVERSE FROM
 MD0372'TRIANGULATION STATION BRANCH.
 MD0372
 MD0372                          STATION RECOVERY (1968)
 MD0372
 MD0372'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0372'1.4 MI S FROM BUTLER.
 MD0372'ABOUT 1.4 MILES SOUTH ALONG S.R. 1 FROM ITS INTERSECTION OF
 MD0372'U.S. 6 IN BUTLER, AT A GRAVEL CROSSROAD, 144 FT. NORTH OF THE
 MD0372'CENTERLINE OF THE GRAVEL ROAD, 124 FT. NORTH OF A FENCE CORNER, 39
 MD0372'FT. EAST OF THE CENTERLINE OF S.R. 1, 106 1/2 FT. SOUTH OF ONE
 MD0372'POLE 68 1/2 FT. NORTH OF ANOTHER, 1 1/2 FT. WEST OF THE FENCE,
 MD0372'2.1 FT. NORTH OF A STEEL WITNESS POST AND PROJECTING 0.3 FT.
 MD0372'ABOVE THE GROUND.
 MD0372
 MD0372                          STATION RECOVERY (2006)
 MD0372
 MD0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0372'MARK IS TIPPED TO SOUTHEAST AND CONCRETE IS HEAVILY SCARRED. HOMEOWNER
 MD0372'SAYS MARK WAS STRUCK BY BULLDOZER DURING HOME CONSTRUCTION.
 MD0372
 MD0372                          STATION RECOVERY (2010)
 MD0372
 MD0372'RECOVERY NOTE BY DLZ CORPORATION 2010 (JSJ)
 MD0372'STATION FOUND APPROX 1.40 MILES SOUTH OF SR-1 AND SR-6 IN BUTLER
 MD0372'INDIANA. THE STATION IS LOCATED APPROX 150' NORTH OF A GRAVEL COUNTY
 MD0372'ROAD NO.34 AND SR-1, APPROX 40' EAST OF THE CL OF SR-1, IN 1'X1'
 MD0372'CONCRETE PROTRUDING .300' ABOVE GRADE. THE STATION DOES HAVE EVIDENCE
 MD0372'OF BEING DISTURBED AND HAS A SLIGHT TILT TO THE SOUTH EAST. A RECENT
 MD0372'LEVEL CIRCUIT PRODUCED A -.16' DIFFERENCE THAN PUBLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0508 ***********************************************************************
 MD0508  DESIGNATION -  U 199
 MD0508  PID         -  MD0508
 MD0508  STATE/COUNTY-  IN/ALLEN
 MD0508  COUNTRY     -  US
 MD0508  USGS QUAD   -  GRABILL (2019)
 MD0508
 MD0508                         *CURRENT SURVEY CONTROL
 MD0508  ______________________________________________________________________
 MD0508* NAD 83(1986) POSITION- 41 12 14.3    (N) 084 52 53.0    (W)   HD_HELD2
 MD0508* NAVD 88 ORTHO HEIGHT -   231.437 (meters)      759.31  (feet) ADJUSTED
 MD0508  ______________________________________________________________________
 MD0508  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 MD0508  DYNAMIC HEIGHT  -        231.345 (meters)      759.00  (feet) COMP
 MD0508  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0508
 MD0508  VERT ORDER      -  SECOND    CLASS 0
 MD0508
 MD0508.The horizontal coordinates were established by autonomous hand held GPS
 MD0508.observations and have an estimated accuracy of +/- 10 meters.
 MD0508
 MD0508.The orthometric height was determined by differential leveling and
 MD0508.adjusted by the NATIONAL GEODETIC SURVEY
 MD0508.in June 1991.
 MD0508
 MD0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0508.GEOID18 height accuracy estimate available here.
 MD0508
 MD0508.Click photographs - Photos may exist for this station.
 MD0508
 MD0508.The dynamic height is computed by dividing the NAVD 88
 MD0508.geopotential number by the normal gravity value computed on the
 MD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0508.degrees latitude (g = 980.6199 gals.).
 MD0508
 MD0508.The modeled gravity was interpolated from observed gravity values.
 MD0508
 MD0508;                    North         East    Units  Estimated Accuracy
 MD0508;SPC IN E     -   661,507.      165,863.      MT  (+/- 10 meters HH2 GPS)
 MD0508
 MD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7763363564(NAD 83)
 MD0508
 MD0508                          SUPERSEDED SURVEY CONTROL
 MD0508
 MD0508  NGVD 29 (??/??/92)  231.591  (m)          759.81   (f) ADJ UNCH    2 0
 MD0508
 MD0508.Superseded values are not recommended for survey control.
 MD0508
 MD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0508.See file dsdata.pdf to determine how the superseded data were derived.
 MD0508
 MD0508_MARKER: DB = BENCH MARK DISK
 MD0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0508_SP_SET: BRIDGE
 MD0508_STAMPING: U 199 1946
 MD0508_MARK LOGO: CGS
 MD0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0508
 MD0508  HISTORY     - Date     Condition        Report By
 MD0508  HISTORY     - 1946     MONUMENTED       CGS
 MD0508  HISTORY     - 1962     GOOD             CGS
 MD0508
 MD0508                          STATION DESCRIPTION
 MD0508
 MD0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0508'2.6 MI E FROM HARLAN.
 MD0508'ABOUT 1.9 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0508'WITH NO. 37 INDIANA HWY., THENCE 0.5 MILE N ALONG GRAVELED RUPERT
 MD0508'ROAD, THENCE 0.15 MILE E ALONG DEAN ROAD TO THE MARK ON THE LEFT,
 MD0508'8 FEET N OF CENTER LINE OF THE ROAD, ABOUT LEVEL WITH SAME, 4.7
 MD0508'FEET E OF THE WATERWAY CENTER LINE OF 6-FOOT CONCRETE BRIDGE,
 MD0508'AND 2.5 FEET W OF E END OF THE PARALLEL-TO-ROAD WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1374 ***********************************************************************
 MD1374  DESIGNATION -  U 20
 MD1374  PID         -  MD1374
 MD1374  STATE/COUNTY-  IN/ELKHART
 MD1374  COUNTRY     -  US
 MD1374  USGS QUAD   -  MILLERSBURG (2019)
 MD1374
 MD1374                         *CURRENT SURVEY CONTROL
 MD1374  ______________________________________________________________________
 MD1374* NAD 83(1986) POSITION- 41 32 21.     (N) 085 43 55.     (W)   SCALED
 MD1374* NAVD 88 ORTHO HEIGHT -   262.401 (meters)      860.89  (feet) ADJUSTED
 MD1374  ______________________________________________________________________
 MD1374  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 MD1374  DYNAMIC HEIGHT  -        262.297 (meters)      860.55  (feet) COMP
 MD1374  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 MD1374
 MD1374  VERT ORDER      -  SECOND    CLASS 0
 MD1374
 MD1374.The horizontal coordinates were scaled from a map and have
 MD1374.an estimated accuracy of +/- 6 seconds.
 MD1374
 MD1374.The orthometric height was determined by differential leveling and
 MD1374.adjusted by the NATIONAL GEODETIC SURVEY
 MD1374.in June 1991.
 MD1374
 MD1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1374.GEOID18 height accuracy estimate available here.
 MD1374
 MD1374.Click photographs - Photos may exist for this station.
 MD1374
 MD1374.The dynamic height is computed by dividing the NAVD 88
 MD1374.geopotential number by the normal gravity value computed on the
 MD1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1374.degrees latitude (g = 980.6199 gals.).
 MD1374
 MD1374.The modeled gravity was interpolated from observed gravity values.
 MD1374
 MD1374;                    North         East    Units  Estimated Accuracy
 MD1374;SPC IN E     -   698,440.       94,550.      MT  (+/- 180 meters Scaled)
 MD1374
 MD1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL057993(NAD 83)
 MD1374
 MD1374                          SUPERSEDED SURVEY CONTROL
 MD1374
 MD1374  NGVD 29 (??/??/92)  262.519  (m)          861.28   (f) ADJ UNCH    2 0
 MD1374
 MD1374.Superseded values are not recommended for survey control.
 MD1374
 MD1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1374.See file dsdata.pdf to determine how the superseded data were derived.
 MD1374
 MD1374_MARKER: DB = BENCH MARK DISK
 MD1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1374_SP_SET: ABUTMENT
 MD1374_STAMPING: U 20 1934
 MD1374_MARK LOGO: CGS
 MD1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1374
 MD1374  HISTORY     - Date     Condition        Report By
 MD1374  HISTORY     - 1934     MONUMENTED       CGS
 MD1374  HISTORY     - 1955     GOOD             CGS
 MD1374
 MD1374                          STATION DESCRIPTION
 MD1374
 MD1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MD1374'1.8 MI W FROM MILLERSBURG.
 MD1374'1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1374'STATION AT MILLERBURG, ELKHART COUNTY, ABOUT 300 YARDS EAST OF
 MD1374'SEMAPHORE A 118-2, ABOUT 250 YARDS WEST OF THE BRIDGE (OVERPASS
 MD1374'NO. 16) OVER COUNTY ROAD 40, AT BRIDGE 15-1/2 (THE BRIDGE HAS
 MD1374'BEEN FILLED IN), IN THE TOP OF THE WEST ABUTMENT, 1.4 FEET
 MD1374'NORTHWEST OF THE SOUTHEAST CORNER, 8.4 FEET SOUTH OF THE SOUTH
 MD1374'RAIL OF THE SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MD1374'A STANDARD DISK, STAMPED U 20 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0535 ***********************************************************************
 MD0535  DESIGNATION -  U 200
 MD0535  PID         -  MD0535
 MD0535  STATE/COUNTY-  IN/ALLEN
 MD0535  COUNTRY     -  US
 MD0535  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0535
 MD0535                         *CURRENT SURVEY CONTROL
 MD0535  ______________________________________________________________________
 MD0535* NAD 83(1986) POSITION- 41 08 59.     (N) 084 52 22.     (W)   SCALED
 MD0535* NAVD 88 ORTHO HEIGHT -   227.960 (meters)      747.90  (feet) ADJUSTED
 MD0535  ______________________________________________________________________
 MD0535  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 MD0535  DYNAMIC HEIGHT  -        227.869 (meters)      747.60  (feet) COMP
 MD0535  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 MD0535
 MD0535  VERT ORDER      -  SECOND    CLASS 0
 MD0535
 MD0535.The horizontal coordinates were scaled from a map and have
 MD0535.an estimated accuracy of +/- 6 seconds.
 MD0535
 MD0535.The orthometric height was determined by differential leveling and
 MD0535.adjusted by the NATIONAL GEODETIC SURVEY
 MD0535.in June 1991.
 MD0535
 MD0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0535.GEOID18 height accuracy estimate available here.
 MD0535
 MD0535.Click photographs - Photos may exist for this station.
 MD0535
 MD0535.The dynamic height is computed by dividing the NAVD 88
 MD0535.geopotential number by the normal gravity value computed on the
 MD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0535.degrees latitude (g = 980.6199 gals.).
 MD0535
 MD0535.The modeled gravity was interpolated from observed gravity values.
 MD0535
 MD0535;                    North         East    Units  Estimated Accuracy
 MD0535;SPC IN E     -   655,490.      166,640.      MT  (+/- 180 meters Scaled)
 MD0535
 MD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL785575(NAD 83)
 MD0535
 MD0535                          SUPERSEDED SURVEY CONTROL
 MD0535
 MD0535  NGVD 29 (??/??/92)  228.100  (m)          748.36   (f) ADJ UNCH    2 0
 MD0535
 MD0535.Superseded values are not recommended for survey control.
 MD0535
 MD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0535.See file dsdata.pdf to determine how the superseded data were derived.
 MD0535
 MD0535_MARKER: DB = BENCH MARK DISK
 MD0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0535_STAMPING: U 200 1946
 MD0535_MARK LOGO: CGS
 MD0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0535+STABILITY: SURFACE MOTION
 MD0535
 MD0535  HISTORY     - Date     Condition        Report By
 MD0535  HISTORY     - 1946     MONUMENTED       CGS
 MD0535  HISTORY     - 1968     GOOD             INHD
 MD0535  HISTORY     - 20210205 MARK NOT FOUND   INDOT
 MD0535
 MD0535                          STATION DESCRIPTION
 MD0535
 MD0535'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0535'2 MI NNW FROM WOODBURN.
 MD0535'ABOUT 2.0 MILES NNW ALONG UNION STREET AND BULL RAPIDS ROAD
 MD0535'FROM THE MAIN CORNER IN WOODBURN, 43 FT. WSW OF CENTERLINE OF SAID
 MD0535'ROAD, 46 FT. NNW OF CENTERLINE OF NO. 24 U.S. HIGHWAY, 0.4 FT.
 MD0535'HIGHER THAN SAME, 29 FT. SSW OF ONE FENCE CORNER POST, 27 FT. NNE
 MD0535'OF ANOTHER, 1-1/2 FT. ESE OF FENCE, 1.5 FT. SW OF WITNESS POST,
 MD0535'AND PROJECTING 0.2 FT. ABOVE GROUND.
 MD0535
 MD0535                          STATION RECOVERY (2021)
 MD0535
 MD0535'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (ADR)
 MD0535'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0782 ***********************************************************************
 MD0782  DESIGNATION -  U 201
 MD0782  PID         -  MD0782
 MD0782  STATE/COUNTY-  IN/ALLEN
 MD0782  COUNTRY     -  US
 MD0782  USGS QUAD   -  CEDARVILLE (2019)
 MD0782
 MD0782                         *CURRENT SURVEY CONTROL
 MD0782  ______________________________________________________________________
 MD0782* NAD 83(1986) POSITION- 41 12 46.     (N) 085 01 07.     (W)   SCALED
 MD0782* NAVD 88 ORTHO HEIGHT -   244.920 (meters)      803.54  (feet) ADJUSTED
 MD0782  ______________________________________________________________________
 MD0782  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 MD0782  DYNAMIC HEIGHT  -        244.821 (meters)      803.22  (feet) COMP
 MD0782  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 MD0782
 MD0782  VERT ORDER      -  SECOND    CLASS 0
 MD0782
 MD0782.The horizontal coordinates were scaled from a map and have
 MD0782.an estimated accuracy of +/- 6 seconds.
 MD0782
 MD0782.The orthometric height was determined by differential leveling and
 MD0782.adjusted by the NATIONAL GEODETIC SURVEY
 MD0782.in June 1991.
 MD0782
 MD0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0782.GEOID18 height accuracy estimate available here.
 MD0782
 MD0782.Click photographs - Photos may exist for this station.
 MD0782
 MD0782.The dynamic height is computed by dividing the NAVD 88
 MD0782.geopotential number by the normal gravity value computed on the
 MD0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0782.degrees latitude (g = 980.6199 gals.).
 MD0782
 MD0782.The modeled gravity was interpolated from observed gravity values.
 MD0782
 MD0782;                    North         East    Units  Estimated Accuracy
 MD0782;SPC IN E     -   662,390.      154,350.      MT  (+/- 180 meters Scaled)
 MD0782
 MD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL661642(NAD 83)
 MD0782
 MD0782                          SUPERSEDED SURVEY CONTROL
 MD0782
 MD0782  NGVD 29 (??/??/92)  245.070  (m)          804.03   (f) ADJ UNCH    2 0
 MD0782
 MD0782.Superseded values are not recommended for survey control.
 MD0782
 MD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0782.See file dsdata.pdf to determine how the superseded data were derived.
 MD0782
 MD0782_MARKER: DB = BENCH MARK DISK
 MD0782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0782_SP_SET: CULVERT HEADWALL
 MD0782_STAMPING: U 201 1946
 MD0782_MARK LOGO: CGS
 MD0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0782+STABILITY: SURFACE MOTION
 MD0782
 MD0782  HISTORY     - Date     Condition        Report By
 MD0782  HISTORY     - 1946     MONUMENTED       CGS
 MD0782  HISTORY     - 1961     GOOD             CGS
 MD0782
 MD0782                          STATION DESCRIPTION
 MD0782
 MD0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0782'0.9 MI SW FROM LEO.
 MD0782'ABOUT 0.9 MILE SOUTHWESTERLY ALONG NO. 1 INDIANA HIGHWAY FROM
 MD0782'THE MAIN CORNER IN LEO OR 0.8 MILE SOUTHWESTERLY FROM THE END OF
 MD0782'THE RIVER BRIDGE, 1.0 MILE NE ALONG SAID HWY. FROM THE STEEL BRIDGE
 MD0782'OVER CEDAR CREEK AT CEDARVILLE, AT THE Y-JUNCTION OF HWY. AND
 MD0782'AMSTUTZ ROAD, 39 FEET E OF CENTER LINE OF THE ROAD, 19 FEET WNW
 MD0782'OF CENTER LINE OF HWY., 1/2 FOOT LOWER THAN SAME, SET IN A DRILL
 MD0782'HOLE 1.4 FEET SW OF NE END OF NW 10-FOOT CONCRETE HEADWALL OF A
 MD0782'24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1765 ***********************************************************************
 LA1765  DESIGNATION -  U 202
 LA1765  PID         -  LA1765
 LA1765  STATE/COUNTY-  IN/GRANT
 LA1765  COUNTRY     -  US
 LA1765  USGS QUAD   -  MOUNT ETNA (2019)
 LA1765
 LA1765                         *CURRENT SURVEY CONTROL
 LA1765  ______________________________________________________________________
 LA1765* NAD 83(1986) POSITION- 40 39 11.     (N) 085 30 23.     (W)   SCALED
 LA1765* NAVD 88 ORTHO HEIGHT -   261.198 (meters)      856.95  (feet) ADJUSTED
 LA1765  ______________________________________________________________________
 LA1765  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 LA1765  DYNAMIC HEIGHT  -        261.068 (meters)      856.52  (feet) COMP
 LA1765  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 LA1765
 LA1765  VERT ORDER      -  SECOND    CLASS 0
 LA1765
 LA1765.The horizontal coordinates were scaled from a map and have
 LA1765.an estimated accuracy of +/- 6 seconds.
 LA1765
 LA1765.The orthometric height was determined by differential leveling and
 LA1765.adjusted by the NATIONAL GEODETIC SURVEY
 LA1765.in June 1991.
 LA1765
 LA1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1765.GEOID18 height accuracy estimate available here.
 LA1765
 LA1765.Click photographs - Photos may exist for this station.
 LA1765
 LA1765.The dynamic height is computed by dividing the NAVD 88
 LA1765.geopotential number by the normal gravity value computed on the
 LA1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1765.degrees latitude (g = 980.6199 gals.).
 LA1765
 LA1765.The modeled gravity was interpolated from observed gravity values.
 LA1765
 LA1765;                    North         East    Units  Estimated Accuracy
 LA1765;SPC IN E     -   600,040.      113,560.      MT  (+/- 180 meters Scaled)
 LA1765
 LA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL262013(NAD 83)
 LA1765
 LA1765                          SUPERSEDED SURVEY CONTROL
 LA1765
 LA1765  NGVD 29 (??/??/92)  261.33   (m)          857.4    (f) COMPUTED    2 0
 LA1765
 LA1765.Superseded values are not recommended for survey control.
 LA1765
 LA1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1765.See file dsdata.pdf to determine how the superseded data were derived.
 LA1765
 LA1765_MARKER: DB = BENCH MARK DISK
 LA1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1765_STAMPING: U 202 1946
 LA1765_MARK LOGO: CGS
 LA1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1765+STABILITY: SURFACE MOTION
 LA1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1765+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2013
 LA1765
 LA1765  HISTORY     - Date     Condition        Report By
 LA1765  HISTORY     - 1946     MONUMENTED       CGS
 LA1765  HISTORY     - 1965     GOOD             CGS
 LA1765  HISTORY     - 20131018 GOOD             GEOCAC
 LA1765
 LA1765                          STATION DESCRIPTION
 LA1765
 LA1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1765'2.6 MI N FROM VAN BUREN.
 LA1765'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE VAN
 LA1765'BUREN TOWNSHIP SCHOOL AT VAN BUREN, 1.0 MILE SOUTH OF THE
 LA1765'INTERSECTION OF STATE HIGHWAY 218, AT A CROSS ROAD AND THE
 LA1765'GRANT-HUNTINGTON COUNTY LINE, 18 FEET SOUTH OF THE CENTER LINE
 LA1765'OF THE COUNTY LINE ROAD, 23 FEET WEST OF THE CENTER LINE OF
 LA1765'HIGHWAY 221-NORTH, 179 FEET WEST OF THE CENTER LINE OF HIGHWAY
 LA1765'221-SOUTH, 24 FEET EAST OF A STOP SIGN, 1 FOOT NORTH OF A FENCE,
 LA1765'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 LA1765'POST PROJECTING 4 INCHES.
 LA1765
 LA1765                          STATION RECOVERY (1965)
 LA1765
 LA1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1765'RECOVERED IN GOOD CONDITION.
 LA1765
 LA1765                          STATION RECOVERY (2013)
 LA1765
 LA1765'RECOVERY NOTE BY GEOCACHING 2013 (JMM)
 LA1765'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1737 ***********************************************************************
 LA1737  DESIGNATION -  U 203
 LA1737  PID         -  LA1737
 LA1737  STATE/COUNTY-  IN/HUNTINGTON
 LA1737  COUNTRY     -  US
 LA1737  USGS QUAD   -  MOUNT ETNA (2019)
 LA1737
 LA1737                         *CURRENT SURVEY CONTROL
 LA1737  ______________________________________________________________________
 LA1737* NAD 83(1997) POSITION- 40 44 26.19164(N) 085 37 14.30028(W)   ADJUSTED
 LA1737* NAVD 88 ORTHO HEIGHT -   250.090 (meters)      820.50  (feet) ADJUSTED
 LA1737  ______________________________________________________________________
 LA1737  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LA1737  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LA1737  DYNAMIC HEIGHT  -        249.968 (meters)      820.10  (feet) COMP
 LA1737  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 LA1737
 LA1737  HORZ ORDER      -  SECOND
 LA1737  VERT ORDER      -  SECOND    CLASS 0
 LA1737
 LA1737.The horizontal coordinates were established by classical geodetic methods
 LA1737.and adjusted by the National Geodetic Survey in May 1999.
 LA1737
 LA1737.The orthometric height was determined by differential leveling and
 LA1737.adjusted by the NATIONAL GEODETIC SURVEY
 LA1737.in June 1991.
 LA1737
 LA1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1737.GEOID18 height accuracy estimate available here.
 LA1737
 LA1737.Click photographs - Photos may exist for this station.
 LA1737
 LA1737.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1737
 LA1737.The dynamic height is computed by dividing the NAVD 88
 LA1737.geopotential number by the normal gravity value computed on the
 LA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1737.degrees latitude (g = 980.6199 gals.).
 LA1737
 LA1737.The modeled gravity was interpolated from observed gravity values.
 LA1737
 LA1737. The following values were computed from the NAD 83(1997) position.
 LA1737
 LA1737;                    North         East     Units Scale Factor Converg.
 LA1737;SPC IN E     -   609,754.418   103,887.562   MT  0.99996685   +0 01 48.1
 LA1737;SPC IN E     - 2,000,502.62    340,837.78   sFT  0.99996685   +0 01 48.1
 LA1737;UTM  16      - 4,510,877.833   616,461.662   MT  0.99976694   +0 54 01.2
 LA1737
 LA1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1737!SPC IN E     -   0.99996614  x   0.99996685  =   0.99993299
 LA1737!UTM  16      -   0.99996614  x   0.99976694  =   0.99973309
 LA1737
 LA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1646110877(NAD 83)
 LA1737
 LA1737                          SUPERSEDED SURVEY CONTROL
 LA1737
 LA1737  NAD 83(1995)-  40 44 26.19452(N)    085 37 14.31285(W) AD(       ) 2
 LA1737  NAD 83(1986)-  40 44 26.19472(N)    085 37 14.31360(W) AD(       ) 2
 LA1737  NAD 27      -  40 44 26.03690(N)    085 37 14.39390(W) AD(       ) 2
 LA1737  NGVD 29 (??/??/92)  250.217  (m)          820.92   (f) ADJ UNCH    2 0
 LA1737  NGVD 29             250.22   (m)          820.9    (f) LEVELING    3  
 LA1737
 LA1737.Superseded values are not recommended for survey control.
 LA1737
 LA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1737.See file dsdata.pdf to determine how the superseded data were derived.
 LA1737
 LA1737_MARKER: DB = BENCH MARK DISK
 LA1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1737_STAMPING: U 203 1946
 LA1737_MARK LOGO: CGS
 LA1737_PROJECTION: RECESSED 5 CENTIMETERS
 LA1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1737+STABILITY: SURFACE MOTION
 LA1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1737+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2023
 LA1737
 LA1737  HISTORY     - Date     Condition        Report By
 LA1737  HISTORY     - 1946     MONUMENTED       CGS
 LA1737  HISTORY     - 1948     GOOD             CGS
 LA1737  HISTORY     - 20161130 GOOD             INDIV
 LA1737  HISTORY     - 20230116 GOOD             LFA
 LA1737
 LA1737                          STATION DESCRIPTION
 LA1737
 LA1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1737'3 MI N FROM BANQUO.
 LA1737'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1737'BANQUO, AT THE INTERSECTION OF STATE HIGHWAY 124, 70 FEET EAST
 LA1737'OF THE CENTER LINE OF HIGHWAY 105, 49 FEET SOUTH OF THE CENTER
 LA1737'LINE OF HIGHWAY 124, 14 FEET SOUTH SOUTHWEST OF A RIGHT-OF-WAY
 LA1737'HIGHWAY MARKER POST, 1 FOOT NORTHWEST OF A FENCE, ABOUT 1 FOOT
 LA1737'BELOW THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 LA1737'PROJECTING 3 INCHES.
 LA1737
 LA1737                          STATION RECOVERY (1948)
 LA1737
 LA1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA1737'THE STATION IS LOCATED 8 MILES SOUTH OF ANDREWS, 4 MILES WEST OF MT.
 LA1737'ETNA AND 3 MILES NORTH
 LA1737'OF BANQUO IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 LA1737'HIGHWAYS 124 AND 105.  IT IS 69 FEET
 LA1737'EAST OF THE CENTER OF HIGHWAY 105 AND 49 FEET SOUTH OF THE
 LA1737'CENTER OF HIGHWAY 124.  THE MARK IS A 12 BY 12
 LA1737'CONCRETE POST WHICH PROJECTS 4 INCHES
 LA1737'WITH A STANDARD USC AND GS BENCH MARK DISK STAMPED U 203 1946.
 LA1737'
 LA1737'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BANQUO AND
 LA1737'THE DISTANCE WAS FOUND TO BE
 LA1737'101.55 FEET (30.953 METERS).
 LA1737'
 LA1737'THIS IS A TRAVERSE STATION.
 LA1737
 LA1737                          STATION RECOVERY (2016)
 LA1737
 LA1737'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEF)
 LA1737'THE BENCHMARK IS LOCATED AT THE INTERSECTION OF S.R. 124 AND S.R. 105
 LA1737'IN THE SOUTHEAST QUADRANT, 48-FEET SOUTH THE CENTERLINE OF SAID S.R.
 LA1737'124, 65-FEET EAST OF THE CENTERLINE OF THE SOUTH LEG OF SAID S.R. 105,
 LA1737'17-FEET SOUTHWEST OF A POWER POLE NUMBERED 54425, 1-FOOT BELOW THE
 LA1737'SURFACE OF S.R. 124 AND GROWN INTO THE NORTHEAST ROOT-COLLAR OF A
 LA1737'15-INCH TREE
 LA1737
 LA1737                          STATION RECOVERY (2023)
 LA1737
 LA1737'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1737'15-INCH (38 CM) TREE REMOVED.  STUMP REMAINS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1385 ***********************************************************************
 LA1385  DESIGNATION -  U 204
 LA1385  PID         -  LA1385
 LA1385  STATE/COUNTY-  IN/HOWARD
 LA1385  COUNTRY     -  US
 LA1385  USGS QUAD   -  GREENTOWN (2019)
 LA1385
 LA1385                         *CURRENT SURVEY CONTROL
 LA1385  ______________________________________________________________________
 LA1385* NAD 83(1986) POSITION- 40 26 05.     (N) 085 57 24.     (W)   SCALED
 LA1385* NAVD 88 ORTHO HEIGHT -   257.588 (meters)      845.10  (feet) ADJUSTED
 LA1385  ______________________________________________________________________
 LA1385  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA1385  DYNAMIC HEIGHT  -        257.454 (meters)      844.66  (feet) COMP
 LA1385  MODELED GRAVITY -    980,097.4   (mgal)                       NAVD 88
 LA1385
 LA1385  VERT ORDER      -  SECOND    CLASS 0
 LA1385
 LA1385.The horizontal coordinates were scaled from a map and have
 LA1385.an estimated accuracy of +/- 6 seconds.
 LA1385
 LA1385.The orthometric height was determined by differential leveling and
 LA1385.adjusted by the NATIONAL GEODETIC SURVEY
 LA1385.in June 1991.
 LA1385
 LA1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1385.GEOID18 height accuracy estimate available here.
 LA1385
 LA1385.Click photographs - Photos may exist for this station.
 LA1385
 LA1385.The dynamic height is computed by dividing the NAVD 88
 LA1385.geopotential number by the normal gravity value computed on the
 LA1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1385.degrees latitude (g = 980.6199 gals.).
 LA1385
 LA1385.The modeled gravity was interpolated from observed gravity values.
 LA1385
 LA1385;                    North         East    Units  Estimated Accuracy
 LA1385;SPC IN E     -   575,830.       75,390.      MT  (+/- 180 meters Scaled)
 LA1385
 LA1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK884765(NAD 83)
 LA1385
 LA1385                          SUPERSEDED SURVEY CONTROL
 LA1385
 LA1385  NGVD 29 (??/??/92)  257.712  (m)          845.51   (f) ADJ UNCH    2 0
 LA1385
 LA1385.Superseded values are not recommended for survey control.
 LA1385
 LA1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1385.See file dsdata.pdf to determine how the superseded data were derived.
 LA1385
 LA1385_MARKER: DB = BENCH MARK DISK
 LA1385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1385_SP_SET: CULVERT HEADWALL
 LA1385_STAMPING: U 204 1946
 LA1385_MARK LOGO: CGS
 LA1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1385+STABILITY: SURFACE MOTION
 LA1385
 LA1385  HISTORY     - Date     Condition        Report By
 LA1385  HISTORY     - 1946     MONUMENTED       CGS
 LA1385  HISTORY     - 20100402 MARK NOT FOUND   INDIV
 LA1385
 LA1385                          STATION DESCRIPTION
 LA1385
 LA1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1385'3 MI S FROM GREENTOWN.
 LA1385'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 213 FROM ITS INTERSECTION
 LA1385'WITH U.S. HIGHWAY 35 AT GREENTOWN, ABOUT 1.0 MILE NORTH OF THE
 LA1385'INTERSECTION OF STATE HIGHWAY 26, AT AN EAST-WEST CROSS ROAD,
 LA1385'50 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 26
 LA1385'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP
 LA1385'OF THE NORTH END OF THE 12 FOOT WEST CONCRETE HEAD WALL OF A
 LA1385'DOUBLE 24 INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 LA1385
 LA1385                          STATION RECOVERY (2010)
 LA1385
 LA1385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFC)
 LA1385'HEADWALL AND CULVERTS HAVE BEEN REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0342 ***********************************************************************
 LB0342  DESIGNATION -  U 205
 LB0342  PID         -  LB0342
 LB0342  STATE/COUNTY-  IN/HOWARD
 LB0342  COUNTRY     -  US
 LB0342  USGS QUAD   -  KOKOMO WEST (2019)
 LB0342
 LB0342                         *CURRENT SURVEY CONTROL
 LB0342  ______________________________________________________________________
 LB0342* NAD 83(1997) POSITION- 40 26 37.77699(N) 086 07 39.37384(W)   ADJUSTED
 LB0342* NAVD 88 ORTHO HEIGHT -   257.031 (meters)      843.28  (feet) ADJUSTED
 LB0342  ______________________________________________________________________
 LB0342  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 LB0342  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB0342  DYNAMIC HEIGHT  -        256.897 (meters)      842.84  (feet) COMP
 LB0342  MODELED GRAVITY -    980,095.5   (mgal)                       NAVD 88
 LB0342
 LB0342  HORZ ORDER      -  SECOND
 LB0342  VERT ORDER      -  SECOND    CLASS 0
 LB0342
 LB0342.The horizontal coordinates were established by classical geodetic methods
 LB0342.and adjusted by the National Geodetic Survey in May 1999.
 LB0342
 LB0342.The orthometric height was determined by differential leveling and
 LB0342.adjusted by the NATIONAL GEODETIC SURVEY
 LB0342.in June 1991.
 LB0342
 LB0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0342.GEOID18 height accuracy estimate available here.
 LB0342
 LB0342.Click photographs - Photos may exist for this station.
 LB0342
 LB0342.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0342
 LB0342.The dynamic height is computed by dividing the NAVD 88
 LB0342.geopotential number by the normal gravity value computed on the
 LB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0342.degrees latitude (g = 980.6199 gals.).
 LB0342
 LB0342.The modeled gravity was interpolated from observed gravity values.
 LB0342
 LB0342. The following values were computed from the NAD 83(1997) position.
 LB0342
 LB0342;                    North         East     Units Scale Factor Converg.
 LB0342;SPC IN E     -   576,900.088    60,896.051   MT  0.99998548   -0 17 56.5
 LB0342;SPC IN E     - 1,892,713.04    199,789.79   sFT  0.99998548   -0 17 56.5
 LB0342;UTM  16      - 4,477,384.955   573,983.571   MT  0.99966737   +0 33 57.4
 LB0342
 LB0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0342!SPC IN E     -   0.99996508  x   0.99998548  =   0.99995056
 LB0342!UTM  16      -   0.99996508  x   0.99966737  =   0.99963246
 LB0342
 LB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7398377384(NAD 83)
 LB0342
 LB0342                          SUPERSEDED SURVEY CONTROL
 LB0342
 LB0342  NAD 83(1986)-  40 26 37.78165(N)    086 07 39.38526(W) AD(       ) 2
 LB0342  NAD 27      -  40 26 37.64520(N)    086 07 39.41020(W) AD(       ) 2
 LB0342  NGVD 29 (??/??/92)  257.150  (m)          843.67   (f) ADJ UNCH    2 0
 LB0342  NGVD 29             257.15   (m)          843.7    (f) LEVELING    3  
 LB0342
 LB0342.Superseded values are not recommended for survey control.
 LB0342
 LB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0342.See file dsdata.pdf to determine how the superseded data were derived.
 LB0342
 LB0342_MARKER: DB = BENCH MARK DISK
 LB0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0342_SP_SET: BUILDING
 LB0342_STAMPING: U 205 1946
 LB0342_MARK LOGO: CGS
 LB0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0342
 LB0342  HISTORY     - Date     Condition        Report By
 LB0342  HISTORY     - 1946     MONUMENTED       CGS
 LB0342  HISTORY     - 1946     GOOD             CGS
 LB0342  HISTORY     - 1963     MARK NOT FOUND   CGS
 LB0342
 LB0342                          STATION DESCRIPTION
 LB0342
 LB0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 LB0342'BENCH MARK U 205 IS SET VERTICALLY ABOUT 3-1/2 FEET ABOVE THE GROUND
 LB0342'IN THE SOUTH WALL ABOUT 6 INCHES FROM THE SOUTHEAST CORNER OF THE
 LB0342'ADMINISTRATION BUILDING.  THE DISK IS A STANDARD USC AND GS BENCH
 LB0342'MARK STAMPED U 205 1946.
 LB0342
 LB0342                          STATION RECOVERY (1946)
 LB0342
 LB0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LB0342'3.1 MI S FROM KOKOMO.
 LB0342'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0342'AT KOKOMO, AT THE RUZICKA AIRPORT, SET VERTICALLY IN THE SOUTH
 LB0342'WALL OF THE ADMINSTRATION BUILDING, 0.7 FOOT WEST OF THE SOUTHEAST
 LB0342'CORNER, AND 3.5 FEET ABOVE THE GROUND.
 LB0342
 LB0342                          STATION RECOVERY (1963)
 LB0342
 LB0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LB0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1463 ***********************************************************************
 LA1463  DESIGNATION -  U 206
 LA1463  PID         -  LA1463
 LA1463  STATE/COUNTY-  IN/TIPTON
 LA1463  COUNTRY     -  US
 LA1463  USGS QUAD   -  WINDFALL (2019)
 LA1463
 LA1463                         *CURRENT SURVEY CONTROL
 LA1463  ______________________________________________________________________
 LA1463* NAD 83(1986) POSITION- 40 16 57.     (N) 085 56 23.     (W)   SCALED
 LA1463* NAVD 88 ORTHO HEIGHT -   263.460 (meters)      864.37  (feet) ADJUSTED
 LA1463  ______________________________________________________________________
 LA1463  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1463  DYNAMIC HEIGHT  -        263.320 (meters)      863.91  (feet) COMP
 LA1463  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 LA1463
 LA1463  VERT ORDER      -  SECOND    CLASS 0
 LA1463
 LA1463.The horizontal coordinates were scaled from a map and have
 LA1463.an estimated accuracy of +/- 6 seconds.
 LA1463
 LA1463.The orthometric height was determined by differential leveling and
 LA1463.adjusted by the NATIONAL GEODETIC SURVEY
 LA1463.in June 1991.
 LA1463
 LA1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1463.GEOID18 height accuracy estimate available here.
 LA1463
 LA1463.Click photographs - Photos may exist for this station.
 LA1463
 LA1463.The dynamic height is computed by dividing the NAVD 88
 LA1463.geopotential number by the normal gravity value computed on the
 LA1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1463.degrees latitude (g = 980.6199 gals.).
 LA1463
 LA1463.The modeled gravity was interpolated from observed gravity values.
 LA1463
 LA1463;                    North         East    Units  Estimated Accuracy
 LA1463;SPC IN E     -   558,920.       76,780.      MT  (+/- 180 meters Scaled)
 LA1463
 LA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK901596(NAD 83)
 LA1463
 LA1463                          SUPERSEDED SURVEY CONTROL
 LA1463
 LA1463  NGVD 29 (??/??/92)  263.587  (m)          864.79   (f) ADJ UNCH    2 0
 LA1463
 LA1463.Superseded values are not recommended for survey control.
 LA1463
 LA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1463.See file dsdata.pdf to determine how the superseded data were derived.
 LA1463
 LA1463_MARKER: DB = BENCH MARK DISK
 LA1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1463_SP_SET: ABUTMENT
 LA1463_STAMPING: U 206 1946
 LA1463_MARK LOGO: CGS
 LA1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1463
 LA1463  HISTORY     - Date     Condition        Report By
 LA1463  HISTORY     - 1946     MONUMENTED       CGS
 LA1463
 LA1463                          STATION DESCRIPTION
 LA1463
 LA1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1463'0.4 MI E FROM HOBBS.
 LA1463'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1463'AT HOBBS, ABOUT 75 YARDS WEST OF MILE POST P 212, ON A CURVE
 LA1463'IN THE HIGHWAY WITH TANGENTS EXTENDING NORTHWEST AND EAST, SET
 LA1463'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 LA1463'ABUTMENT OF A 12 FOOT CONCRETE BRIDGE, 15 FEET NORTHEAST OF AND
 LA1463'ABOUT 0.4 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0537 ***********************************************************************
 LB0537  DESIGNATION -  U 207
 LB0537  PID         -  LB0537
 LB0537  STATE/COUNTY-  IN/CLINTON
 LB0537  COUNTRY     -  US
 LB0537  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0537
 LB0537                         *CURRENT SURVEY CONTROL
 LB0537  ______________________________________________________________________
 LB0537* NAD 83(1986) POSITION- 40 16 20.     (N) 086 22 30.     (W)   SCALED
 LB0537* NAVD 88 ORTHO HEIGHT -   279.498 (meters)      916.99  (feet) ADJUSTED
 LB0537  ______________________________________________________________________
 LB0537  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 LB0537  DYNAMIC HEIGHT  -        279.348 (meters)      916.49  (feet) COMP
 LB0537  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 LB0537
 LB0537  VERT ORDER      -  SECOND    CLASS 0
 LB0537
 LB0537.The horizontal coordinates were scaled from a map and have
 LB0537.an estimated accuracy of +/- 6 seconds.
 LB0537
 LB0537.The orthometric height was determined by differential leveling and
 LB0537.adjusted by the NATIONAL GEODETIC SURVEY
 LB0537.in June 1991.
 LB0537
 LB0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0537.GEOID18 height accuracy estimate available here.
 LB0537
 LB0537.Click photographs - Photos may exist for this station.
 LB0537
 LB0537.The dynamic height is computed by dividing the NAVD 88
 LB0537.geopotential number by the normal gravity value computed on the
 LB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0537.degrees latitude (g = 980.6199 gals.).
 LB0537
 LB0537.The modeled gravity was interpolated from observed gravity values.
 LB0537
 LB0537;                    North         East    Units  Estimated Accuracy
 LB0537;SPC IN W     -   557,980.      960,250.      MT  (+/- 180 meters Scaled)
 LB0537
 LB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK531581(NAD 83)
 LB0537
 LB0537                          SUPERSEDED SURVEY CONTROL
 LB0537
 LB0537  NGVD 29 (??/??/92)  279.605  (m)          917.34   (f) ADJ UNCH    2 0
 LB0537
 LB0537.Superseded values are not recommended for survey control.
 LB0537
 LB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0537.See file dsdata.pdf to determine how the superseded data were derived.
 LB0537
 LB0537_MARKER: DB = BENCH MARK DISK
 LB0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0537_STAMPING: U 207 1946
 LB0537_MARK LOGO: CGS
 LB0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0537+STABILITY: SURFACE MOTION
 LB0537
 LB0537  HISTORY     - Date     Condition        Report By
 LB0537  HISTORY     - 1946     MONUMENTED       CGS
 LB0537
 LB0537                          STATION DESCRIPTION
 LB0537
 LB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0537'12 MI W FROM TETERSBURG.
 LB0537'ABOUT 12.05 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0537'AT TETERSBURG, ABOUT 1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 LB0537'29, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 24 FEET
 LB0537'NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A POWER
 LB0537'POLE, 1 FOOT SOUTH OF A T FENCE CORNER POST AND IN LINE WITH THE
 LB0537'FENCE LEADING NORTH, ABOUT IN LINE WITH THE CENTER LINE OF THE
 LB0537'ROAD LEADING SOUTH, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET
 LB0537'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  MARK MAY BE
 LB0537'REACHED FROM THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0537'RAILROAD BY GOING ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 29,
 LB0537'THENCE ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 28.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1565 ***********************************************************************
 LA1565  DESIGNATION -  U 208
 LA1565  PID         -  LA1565
 LA1565  STATE/COUNTY-  IN/TIPTON
 LA1565  COUNTRY     -  US
 LA1565  USGS QUAD   -  WINDFALL (2019)
 LA1565
 LA1565                         *CURRENT SURVEY CONTROL
 LA1565  ______________________________________________________________________
 LA1565* NAD 83(1986) POSITION- 40 21 46.     (N) 085 56 14.     (W)   SCALED
 LA1565* NAVD 88 ORTHO HEIGHT -   263.677 (meters)      865.08  (feet) ADJUSTED
 LA1565  ______________________________________________________________________
 LA1565  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LA1565  DYNAMIC HEIGHT  -        263.538 (meters)      864.62  (feet) COMP
 LA1565  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 LA1565
 LA1565  VERT ORDER      -  SECOND    CLASS 0
 LA1565
 LA1565.The horizontal coordinates were scaled from a map and have
 LA1565.an estimated accuracy of +/- 6 seconds.
 LA1565
 LA1565.The orthometric height was determined by differential leveling and
 LA1565.adjusted by the NATIONAL GEODETIC SURVEY
 LA1565.in June 1991.
 LA1565
 LA1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1565.GEOID18 height accuracy estimate available here.
 LA1565
 LA1565.Click photographs - Photos may exist for this station.
 LA1565
 LA1565.The dynamic height is computed by dividing the NAVD 88
 LA1565.geopotential number by the normal gravity value computed on the
 LA1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1565.degrees latitude (g = 980.6199 gals.).
 LA1565
 LA1565.The modeled gravity was interpolated from observed gravity values.
 LA1565
 LA1565;                    North         East    Units  Estimated Accuracy
 LA1565;SPC IN E     -   567,830.       77,020.      MT  (+/- 180 meters Scaled)
 LA1565
 LA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK902685(NAD 83)
 LA1565
 LA1565                          SUPERSEDED SURVEY CONTROL
 LA1565
 LA1565  NGVD 29 (??/??/92)  263.802  (m)          865.49   (f) ADJ UNCH    2 0
 LA1565
 LA1565.Superseded values are not recommended for survey control.
 LA1565
 LA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1565.See file dsdata.pdf to determine how the superseded data were derived.
 LA1565
 LA1565_MARKER: DB = BENCH MARK DISK
 LA1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1565_STAMPING: U 208 1946
 LA1565_MARK LOGO: CGS
 LA1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1565+STABILITY: SURFACE MOTION
 LA1565
 LA1565  HISTORY     - Date     Condition        Report By
 LA1565  HISTORY     - 1946     MONUMENTED       CGS
 LA1565
 LA1565                          STATION DESCRIPTION
 LA1565
 LA1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1565'1 MI E FROM WINDFALL.
 LA1565'ABOUT 1.0 MILE EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LA1565'WINDFALL, SET IN THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL ROAD,
 LA1565'38 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET
 LA1565'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET
 LA1565'SOUTH-SOUTHWEST OF POWER POLE NO. TL - 288, 3.5 FEET NORTH OF A
 LA1565'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, ABOUT 0.5 FOOT BELOW
 LA1565'THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1565'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0560 ***********************************************************************
 LB0560  DESIGNATION -  U 209
 LB0560  PID         -  LB0560
 LB0560  STATE/COUNTY-  IN/HAMILTON
 LB0560  COUNTRY     -  US
 LB0560  USGS QUAD   -  ARCADIA (2019)
 LB0560
 LB0560                         *CURRENT SURVEY CONTROL
 LB0560  ______________________________________________________________________
 LB0560* NAD 83(1986) POSITION- 40 07 55.74   (N) 086 01 45.31   (W)   HD_HELD1
 LB0560* NAVD 88 ORTHO HEIGHT -   256.184 (meters)      840.50  (feet) ADJUSTED
 LB0560  ______________________________________________________________________
 LB0560  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 LB0560  DYNAMIC HEIGHT  -        256.046 (meters)      840.04  (feet) COMP
 LB0560  MODELED GRAVITY -    980,078.8   (mgal)                       NAVD 88
 LB0560
 LB0560  VERT ORDER      -  SECOND    CLASS 0
 LB0560
 LB0560.The horizontal coordinates were determined by differentially corrected
 LB0560.hand held GPS observations or other comparable positioning techniques
 LB0560.and have an estimated accuracy of +/- 3 meters.
 LB0560
 LB0560.The orthometric height was determined by differential leveling and
 LB0560.adjusted by the NATIONAL GEODETIC SURVEY
 LB0560.in June 1991.
 LB0560
 LB0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0560.GEOID18 height accuracy estimate available here.
 LB0560
 LB0560.Click photographs - Photos may exist for this station.
 LB0560
 LB0560.The dynamic height is computed by dividing the NAVD 88
 LB0560.geopotential number by the normal gravity value computed on the
 LB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0560.degrees latitude (g = 980.6199 gals.).
 LB0560
 LB0560.The modeled gravity was interpolated from observed gravity values.
 LB0560
 LB0560;                    North         East    Units  Estimated Accuracy
 LB0560;SPC IN E     -   542,253.6      69,098.1     MT  (+/- 3 meters HH1 GPS) 
 LB0560
 LB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8270342876(NAD 83)
 LB0560
 LB0560                          SUPERSEDED SURVEY CONTROL
 LB0560
 LB0560  NGVD 29 (??/??/92)  256.308  (m)          840.90   (f) ADJ UNCH    2 0
 LB0560
 LB0560.Superseded values are not recommended for survey control.
 LB0560
 LB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0560.See file dsdata.pdf to determine how the superseded data were derived.
 LB0560
 LB0560_MARKER: DB = BENCH MARK DISK
 LB0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0560_STAMPING: U 209 1946
 LB0560_MARK LOGO: CGS
 LB0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0560+STABILITY: SURFACE MOTION
 LB0560
 LB0560  HISTORY     - Date     Condition        Report By
 LB0560  HISTORY     - 1946     MONUMENTED       CGS
 LB0560  HISTORY     - 20220929 MARK NOT FOUND   IN-057
 LB0560
 LB0560                          STATION DESCRIPTION
 LB0560
 LB0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0560'0.8 MI W FROM CICERO.
 LB0560'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE HAMILTON
 LB0560'COUNTY STATE BANK AT CICERO, AT THE NORTHWEST CORNER OF THE CICERO
 LB0560'CEMETERY, 75 FEET WEST OF THE CENTER LINE OF THE WEST ENTRANCE
 LB0560'OF THE CEMETERY, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LB0560'1.5 FEET NORTH OF THE NORTHWEST CORNER POST OF THE CEMETERY AND
 LB0560'IN LINE WITH THE FENCE LEADING SOUTH ALONG THE WEST BOUNDARY
 LB0560'OF THE CEMETERY, ABOUT 0.5 FOOT BELOW THE ROAD, AND SET IN THE
 LB0560'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0560
 LB0560                          STATION RECOVERY (2022)
 LB0560
 LB0560'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0335 ***********************************************************************
 MD0335  DESIGNATION -  U 21
 MD0335  PID         -  MD0335
 MD0335  STATE/COUNTY-  IN/DE KALB
 MD0335  COUNTRY     -  US
 MD0335  USGS QUAD   -  BUTLER WEST (2019)
 MD0335
 MD0335                         *CURRENT SURVEY CONTROL
 MD0335  ______________________________________________________________________
 MD0335* NAD 83(1986) POSITION- 41 25 37.     (N) 084 52 30.     (W)   SCALED
 MD0335* NAVD 88 ORTHO HEIGHT -   265.082 (meters)      869.69  (feet) ADJUSTED
 MD0335  ______________________________________________________________________
 MD0335  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 MD0335  DYNAMIC HEIGHT  -        264.978 (meters)      869.35  (feet) COMP
 MD0335  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 MD0335
 MD0335  VERT ORDER      -  SECOND    CLASS 0
 MD0335
 MD0335.The horizontal coordinates were scaled from a map and have
 MD0335.an estimated accuracy of +/- 6 seconds.
 MD0335
 MD0335.The orthometric height was determined by differential leveling and
 MD0335.adjusted by the NATIONAL GEODETIC SURVEY
 MD0335.in June 1991.
 MD0335
 MD0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0335.GEOID18 height accuracy estimate available here.
 MD0335
 MD0335.Click photographs - Photos may exist for this station.
 MD0335
 MD0335.The dynamic height is computed by dividing the NAVD 88
 MD0335.geopotential number by the normal gravity value computed on the
 MD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0335.degrees latitude (g = 980.6199 gals.).
 MD0335
 MD0335.The modeled gravity was interpolated from observed gravity values.
 MD0335
 MD0335;                    North         East    Units  Estimated Accuracy
 MD0335;SPC IN E     -   686,280.      166,170.      MT  (+/- 180 meters Scaled)
 MD0335
 MD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL775883(NAD 83)
 MD0335
 MD0335                          SUPERSEDED SURVEY CONTROL
 MD0335
 MD0335  NGVD 29 (??/??/92)  265.227  (m)          870.17   (f) ADJ UNCH    2 0
 MD0335
 MD0335.Superseded values are not recommended for survey control.
 MD0335
 MD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0335.See file dsdata.pdf to determine how the superseded data were derived.
 MD0335
 MD0335_MARKER: DB = BENCH MARK DISK
 MD0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0335_STAMPING: U 21 1934
 MD0335_MARK LOGO: CGS
 MD0335_PROJECTION: FLUSH
 MD0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0335+STABILITY: SURFACE MOTION
 MD0335
 MD0335  HISTORY     - Date     Condition        Report By
 MD0335  HISTORY     - 1934     MONUMENTED       CGS
 MD0335  HISTORY     - 1962     GOOD             CGS
 MD0335  HISTORY     - 1965     GOOD             INHD
 MD0335
 MD0335                          STATION DESCRIPTION
 MD0335
 MD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0335'0.2 MI SW FROM BUTLER.
 MD0335'ABOUT 0.15 MILE W AND 0.15 MILE S FROM THE INTERSECTION OF MAIN
 MD0335'STREET (NO. 6 U.S. HWY.) AND BROADWAY (NO. 1 INDIANA HWY.) IN
 MD0335'THE HEART OF BUTLER, AT THE NOW ABANDONED STATION OF NEW YORK
 MD0335'CENTRAL RAILROAD, 130-1/2 FEET W OF SW CORNER OF THE STATION
 MD0335'BUILDING, 54.6 FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS, 2.5
 MD0335'FEET LOWER THAN SAME, 108 FEET W OF PROJECTED LINE OF CYCLONE
 MD0335'FENCE ON S SIDE OF RAILROAD, 10 FEET E OF PROJECTED PLANE OF E
 MD0335'WALL OF BUTLER LUMBER COMPANY BUILDING, FLUSH WITH THE GROUND.
 MD0335
 MD0335                          STATION RECOVERY (1965)
 MD0335
 MD0335'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1965
 MD0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0500 ***********************************************************************
 LB0500  DESIGNATION -  U 210
 LB0500  PID         -  LB0500
 LB0500  STATE/COUNTY-  IN/CLINTON
 LB0500  COUNTRY     -  US
 LB0500  USGS QUAD   -  HILLISBURG (2019)
 LB0500
 LB0500                         *CURRENT SURVEY CONTROL
 LB0500  ______________________________________________________________________
 LB0500* NAD 83(1986) POSITION- 40 18 50.     (N) 086 16 15.     (W)   SCALED
 LB0500* NAVD 88 ORTHO HEIGHT -   277.832 (meters)      911.52  (feet) ADJUSTED
 LB0500  ______________________________________________________________________
 LB0500  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 LB0500  DYNAMIC HEIGHT  -        277.682 (meters)      911.03  (feet) COMP
 LB0500  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 LB0500
 LB0500  VERT ORDER      -  SECOND    CLASS 0
 LB0500
 LB0500.The horizontal coordinates were scaled from a map and have
 LB0500.an estimated accuracy of +/- 6 seconds.
 LB0500
 LB0500.The orthometric height was determined by differential leveling and
 LB0500.adjusted by the NATIONAL GEODETIC SURVEY
 LB0500.in June 1991.
 LB0500
 LB0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0500.GEOID18 height accuracy estimate available here.
 LB0500
 LB0500.Click photographs - Photos may exist for this station.
 LB0500
 LB0500.The dynamic height is computed by dividing the NAVD 88
 LB0500.geopotential number by the normal gravity value computed on the
 LB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0500.degrees latitude (g = 980.6199 gals.).
 LB0500
 LB0500.The modeled gravity was interpolated from observed gravity values.
 LB0500
 LB0500;                    North         East    Units  Estimated Accuracy
 LB0500;SPC IN W     -   562,690.      969,060.      MT  (+/- 180 meters Scaled)
 LB0500
 LB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK619628(NAD 83)
 LB0500
 LB0500                          SUPERSEDED SURVEY CONTROL
 LB0500
 LB0500  NGVD 29 (??/??/92)  277.94   (m)          911.9    (f) COMPUTED    2 0
 LB0500
 LB0500.Superseded values are not recommended for survey control.
 LB0500
 LB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0500.See file dsdata.pdf to determine how the superseded data were derived.
 LB0500
 LB0500_MARKER: DB = BENCH MARK DISK
 LB0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0500_SP_SET: CULVERT HEADWALL
 LB0500_STAMPING: U 210 1946
 LB0500_MARK LOGO: CGS
 LB0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0500+STABILITY: SURFACE MOTION
 LB0500
 LB0500  HISTORY     - Date     Condition        Report By
 LB0500  HISTORY     - 1946     MONUMENTED       CGS
 LB0500
 LB0500                          STATION DESCRIPTION
 LB0500
 LB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0500'4.3 MI NW FROM KEMPTON.
 LB0500'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0500'AT KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0500'THENCE ABOUT 2.4 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 LB0500'0.85 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF THE
 LB0500'JUNCTION OF A GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE
 LB0500'SOUTH END OF THE EAST HEAD WALL OF A 12 FOOT CONCRETE CULVERT
 LB0500'OVER A CREEK, 8.5 FEET EAST OF AND ABOUT 2 FEET ABOVE THE CENTER
 LB0500'LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0501 ***********************************************************************
 LB0501  DESIGNATION -  U 210 RESET
 LB0501  PID         -  LB0501
 LB0501  STATE/COUNTY-  IN/CLINTON
 LB0501  COUNTRY     -  US
 LB0501  USGS QUAD   -  HILLISBURG (2019)
 LB0501
 LB0501                         *CURRENT SURVEY CONTROL
 LB0501  ______________________________________________________________________
 LB0501* NAD 83(1986) POSITION- 40 18 49.     (N) 086 16 15.     (W)   SCALED
 LB0501* NAVD 88 ORTHO HEIGHT -   277.44  (meters)      910.2   (feet) RESET
 LB0501  ______________________________________________________________________
 LB0501  GEOID HEIGHT    -        -34.297 (meters)                     GEOID18
 LB0501  VERT ORDER      -  THIRD
 LB0501
 LB0501.The horizontal coordinates were scaled from a map and have
 LB0501.an estimated accuracy of +/- 6 seconds.
 LB0501
 LB0501.The orthometric height was computed from unverified reset data.
 LB0501
 LB0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0501.GEOID18 height accuracy estimate available here.
 LB0501
 LB0501.Click photographs - Photos may exist for this station.
 LB0501
 LB0501;                    North         East    Units  Estimated Accuracy
 LB0501;SPC IN W     -   562,660.      969,060.      MT  (+/- 180 meters Scaled)
 LB0501
 LB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK619628(NAD 83)
 LB0501
 LB0501                          SUPERSEDED SURVEY CONTROL
 LB0501
 LB0501.No superseded survey control is available for this station.
 LB0501
 LB0501_MARKER: DB = BENCH MARK DISK
 LB0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0501_SP_SET: COLUMN
 LB0501_STAMPING: U 210 RESET 1958
 LB0501_MARK LOGO: CGS
 LB0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0501
 LB0501  HISTORY     - Date     Condition        Report By
 LB0501  HISTORY     - 1958     MONUMENTED       LOCSUR
 LB0501
 LB0501                          STATION DESCRIPTION
 LB0501
 LB0501'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 LB0501'4.3 MI NW FROM KEMPTON.
 LB0501'0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 LB0501'KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0501'THENCE 2.4 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.85 MILE
 LB0501'NORTH ALONG A GRAVEL ROAD, 0.15 MILE SOUTH OF THE JUNCTION OF A
 LB0501'GRAVEL ROAD LEADING EAST, SET IN THE TOP OF A 15-INCH BY 15-INCH
 LB0501'CONCRETE COLUMN, APPROXIMATELY 6 INCHES ABOVE GROUND AND
 LB0501'EXTENDING 45 INCHES BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1825 ***********************************************************************
 LA1825  DESIGNATION -  U 212
 LA1825  PID         -  LA1825
 LA1825  STATE/COUNTY-  IN/WABASH
 LA1825  COUNTRY     -  US
 LA1825  USGS QUAD   -  LA FONTAINE (2019)
 LA1825
 LA1825                         *CURRENT SURVEY CONTROL
 LA1825  ______________________________________________________________________
 LA1825* NAD 83(1986) POSITION- 40 44 24.     (N) 085 39 31.     (W)   SCALED
 LA1825* NAVD 88 ORTHO HEIGHT -   254.322 (meters)      834.39  (feet) ADJUSTED
 LA1825  ______________________________________________________________________
 LA1825  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 LA1825  DYNAMIC HEIGHT  -        254.199 (meters)      833.98  (feet) COMP
 LA1825  MODELED GRAVITY -    980,133.2   (mgal)                       NAVD 88
 LA1825
 LA1825  VERT ORDER      -  SECOND    CLASS 0
 LA1825
 LA1825.The horizontal coordinates were scaled from a map and have
 LA1825.an estimated accuracy of +/- 6 seconds.
 LA1825
 LA1825.The orthometric height was determined by differential leveling and
 LA1825.adjusted by the NATIONAL GEODETIC SURVEY
 LA1825.in June 1991.
 LA1825
 LA1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1825.GEOID18 height accuracy estimate available here.
 LA1825
 LA1825.Click photographs - Photos may exist for this station.
 LA1825
 LA1825.The dynamic height is computed by dividing the NAVD 88
 LA1825.geopotential number by the normal gravity value computed on the
 LA1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1825.degrees latitude (g = 980.6199 gals.).
 LA1825
 LA1825.The modeled gravity was interpolated from observed gravity values.
 LA1825
 LA1825;                    North         East    Units  Estimated Accuracy
 LA1825;SPC IN E     -   609,690.      100,680.      MT  (+/- 180 meters Scaled)
 LA1825
 LA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL132107(NAD 83)
 LA1825
 LA1825                          SUPERSEDED SURVEY CONTROL
 LA1825
 LA1825  NGVD 29 (??/??/92)  254.448  (m)          834.80   (f) ADJ UNCH    2 0
 LA1825
 LA1825.Superseded values are not recommended for survey control.
 LA1825
 LA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1825.See file dsdata.pdf to determine how the superseded data were derived.
 LA1825
 LA1825_MARKER: DB = BENCH MARK DISK
 LA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1825_STAMPING: U 212 1947
 LA1825_MARK LOGO: CGS
 LA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1825+STABILITY: SURFACE MOTION
 LA1825
 LA1825  HISTORY     - Date     Condition        Report By
 LA1825  HISTORY     - 1947     MONUMENTED       CGS
 LA1825
 LA1825                          STATION DESCRIPTION
 LA1825
 LA1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1825'5 MI W FROM MT ETNA.
 LA1825'ABOUT 5.05 MILES WEST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 LA1825'OF STATE HIGHWAY 9 AND 37 AT MT. ETNA, ABOUT 1.0 MILE WEST OF THE
 LA1825'WABASH-HUNTINGTON COUNTY LINE CROSSROAD, AT A GRAVEL CROSS ROAD,
 LA1825'22 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 40 FEET NORTH
 LA1825'OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET EAST OF A FENCE CORNER
 LA1825'AND HIGHWAY R/W MARKER POST, 1 FOOT SOUTH OF THE FENCE LINE, 1.5
 LA1825'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1825'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0988 ***********************************************************************
 LA0988  DESIGNATION -  U 213
 LA0988  PID         -  LA0988
 LA0988  STATE/COUNTY-  IN/WELLS
 LA0988  COUNTRY     -  US
 LA0988  USGS QUAD   -  BLUFFTON (2019)
 LA0988
 LA0988                         *CURRENT SURVEY CONTROL
 LA0988  ______________________________________________________________________
 LA0988* NAD 83(1986) POSITION- 40 44 32.     (N) 085 12 11.     (W)   SCALED
 LA0988* NAVD 88 ORTHO HEIGHT -   250.892 (meters)      823.13  (feet) ADJUSTED
 LA0988  ______________________________________________________________________
 LA0988  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 LA0988  DYNAMIC HEIGHT  -        250.772 (meters)      822.74  (feet) COMP
 LA0988  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 LA0988
 LA0988  VERT ORDER      -  SECOND    CLASS 0
 LA0988
 LA0988.The horizontal coordinates were scaled from a map and have
 LA0988.an estimated accuracy of +/- 6 seconds.
 LA0988
 LA0988.The orthometric height was determined by differential leveling and
 LA0988.adjusted by the NATIONAL GEODETIC SURVEY
 LA0988.in June 1991.
 LA0988
 LA0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0988.GEOID18 height accuracy estimate available here.
 LA0988
 LA0988.Click photographs - Photos may exist for this station.
 LA0988
 LA0988.The dynamic height is computed by dividing the NAVD 88
 LA0988.geopotential number by the normal gravity value computed on the
 LA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0988.degrees latitude (g = 980.6199 gals.).
 LA0988
 LA0988.The modeled gravity was interpolated from observed gravity values.
 LA0988
 LA0988;                    North         East    Units  Estimated Accuracy
 LA0988;SPC IN E     -   610,040.      139,160.      MT  (+/- 180 meters Scaled)
 LA0988
 LA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL517116(NAD 83)
 LA0988
 LA0988                          SUPERSEDED SURVEY CONTROL
 LA0988
 LA0988  NGVD 29 (??/??/92)  251.032  (m)          823.59   (f) ADJ UNCH    2 0
 LA0988
 LA0988.Superseded values are not recommended for survey control.
 LA0988
 LA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0988.See file dsdata.pdf to determine how the superseded data were derived.
 LA0988
 LA0988_MARKER: DB = BENCH MARK DISK
 LA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0988_STAMPING: U 213 1947
 LA0988_MARK LOGO: CGS
 LA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0988+STABILITY: SURFACE MOTION
 LA0988
 LA0988  HISTORY     - Date     Condition        Report By
 LA0988  HISTORY     - 1947     MONUMENTED       CGS
 LA0988
 LA0988                          STATION DESCRIPTION
 LA0988
 LA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0988'1.9 MI W FROM BLUFFTON.
 LA0988'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 124 FROM THE COURT HOUSE
 LA0988'AT BLUFFTON, AT THE T JUNCTION OF A ROAD LEADING SOUTH, 42 FEET
 LA0988'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE
 LA0988'CENTER LINE OF THE GRAVEL ROAD, 14 FEET EAST OF THE NORTHEAST
 LA0988'CORNER OF THE EAST CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT
 LA0988'UNDER THE SIDE ROAD, 10 FEET EAST OF A FENCE CORNER, 6 FEET EAST
 LA0988'OF A POWER POLE, 1 FOOT NORTH OF THE FENCE LINE, 1 FOOT WEST OF A
 LA0988'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 LA0988'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0921 ***********************************************************************
 LA0921  DESIGNATION -  U 214
 LA0921  PID         -  LA0921
 LA0921  STATE/COUNTY-  IN/BLACKFORD
 LA0921  COUNTRY     -  US
 LA0921  USGS QUAD   -  MONTPELIER (2019)
 LA0921
 LA0921                         *CURRENT SURVEY CONTROL
 LA0921  ______________________________________________________________________
 LA0921* NAD 83(1986) POSITION- 40 32 16.     (N) 085 22 15.     (W)   SCALED
 LA0921* NAVD 88 ORTHO HEIGHT -   271.281 (meters)      890.03  (feet) ADJUSTED
 LA0921  ______________________________________________________________________
 LA0921  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 LA0921  DYNAMIC HEIGHT  -        271.142 (meters)      889.57  (feet) COMP
 LA0921  MODELED GRAVITY -    980,108.5   (mgal)                       NAVD 88
 LA0921
 LA0921  VERT ORDER      -  SECOND    CLASS 0
 LA0921
 LA0921.The horizontal coordinates were scaled from a map and have
 LA0921.an estimated accuracy of +/- 6 seconds.
 LA0921
 LA0921.The orthometric height was determined by differential leveling and
 LA0921.adjusted by the NATIONAL GEODETIC SURVEY
 LA0921.in June 1991.
 LA0921
 LA0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0921.GEOID18 height accuracy estimate available here.
 LA0921
 LA0921.Click photographs - Photos may exist for this station.
 LA0921
 LA0921.The dynamic height is computed by dividing the NAVD 88
 LA0921.geopotential number by the normal gravity value computed on the
 LA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0921.degrees latitude (g = 980.6199 gals.).
 LA0921
 LA0921.The modeled gravity was interpolated from observed gravity values.
 LA0921
 LA0921;                    North         East    Units  Estimated Accuracy
 LA0921;SPC IN E     -   587,270.      125,060.      MT  (+/- 180 meters Scaled)
 LA0921
 LA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK379887(NAD 83)
 LA0921
 LA0921                          SUPERSEDED SURVEY CONTROL
 LA0921
 LA0921  NGVD 29 (??/??/92)  271.411  (m)          890.45   (f) ADJ UNCH    2 0
 LA0921
 LA0921.Superseded values are not recommended for survey control.
 LA0921
 LA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0921.See file dsdata.pdf to determine how the superseded data were derived.
 LA0921
 LA0921_MARKER: DB = BENCH MARK DISK
 LA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0921_STAMPING: U 214 1947
 LA0921_MARK LOGO: CGS
 LA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0921+STABILITY: SURFACE MOTION
 LA0921
 LA0921  HISTORY     - Date     Condition        Report By
 LA0921  HISTORY     - 1947     MONUMENTED       CGS
 LA0921
 LA0921                          STATION DESCRIPTION
 LA0921
 LA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0921'5.7 MI N FROM HARTFORD CITY.
 LA0921'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA0921'AT HARTFORD CITY, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF
 LA0921'STATE HIGHWAY 18, AT A GRAVEL CROSS ROAD, 27 FEET SOUTH OF THE
 LA0921'CENTER LINE OF THE CROSS ROAD, 30 FEET EAST OF THE CENTER
 LA0921'LINE OF THE HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER POST,
 LA0921'1 FOOT WEST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA0921'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA0921'OF A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0926 ***********************************************************************
 LA0926  DESIGNATION -  U 215
 LA0926  PID         -  LA0926
 LA0926  STATE/COUNTY-  IN/JAY
 LA0926  COUNTRY     -  US
 LA0926  USGS QUAD   -  PETROLEUM (2019)
 LA0926
 LA0926                         *CURRENT SURVEY CONTROL
 LA0926  ______________________________________________________________________
 LA0926* NAD 83(1986) POSITION- 40 33 08.     (N) 085 09 46.     (W)   SCALED
 LA0926* NAVD 88 ORTHO HEIGHT -   270.756 (meters)      888.31  (feet) ADJUSTED
 LA0926  ______________________________________________________________________
 LA0926  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 LA0926  DYNAMIC HEIGHT  -        270.621 (meters)      887.86  (feet) COMP
 LA0926  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 LA0926
 LA0926  VERT ORDER      -  SECOND    CLASS 0
 LA0926
 LA0926.The horizontal coordinates were scaled from a map and have
 LA0926.an estimated accuracy of +/- 6 seconds.
 LA0926
 LA0926.The orthometric height was determined by differential leveling and
 LA0926.adjusted by the NATIONAL GEODETIC SURVEY
 LA0926.in June 1991.
 LA0926
 LA0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0926.GEOID18 height accuracy estimate available here.
 LA0926
 LA0926.Click photographs - Photos may exist for this station.
 LA0926
 LA0926.The dynamic height is computed by dividing the NAVD 88
 LA0926.geopotential number by the normal gravity value computed on the
 LA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0926.degrees latitude (g = 980.6199 gals.).
 LA0926
 LA0926.The modeled gravity was interpolated from observed gravity values.
 LA0926
 LA0926;                    North         East    Units  Estimated Accuracy
 LA0926;SPC IN E     -   588,960.      142,680.      MT  (+/- 180 meters Scaled)
 LA0926
 LA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK555906(NAD 83)
 LA0926
 LA0926                          SUPERSEDED SURVEY CONTROL
 LA0926
 LA0926  NGVD 29 (??/??/92)  270.892  (m)          888.75   (f) ADJ UNCH    2 0
 LA0926
 LA0926.Superseded values are not recommended for survey control.
 LA0926
 LA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0926.See file dsdata.pdf to determine how the superseded data were derived.
 LA0926
 LA0926_MARKER: DB = BENCH MARK DISK
 LA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0926_STAMPING: U 215 1947
 LA0926_MARK LOGO: CGS
 LA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0926+STABILITY: SURFACE MOTION
 LA0926
 LA0926  HISTORY     - Date     Condition        Report By
 LA0926  HISTORY     - 1947     MONUMENTED       CGS
 LA0926
 LA0926                          STATION DESCRIPTION
 LA0926
 LA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0926'0.7 MI W FROM FIAT.
 LA0926'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 18 FROM ITS INTERSECTION
 LA0926'WITH STATE HIGHWAY 18 AT FIAT, ABOUT 0.5 MILE EAST OF THE
 LA0926'CROSSING OF A POWER TRANSMISSION LINE, AT A GRAVEL CROSS ROAD,
 LA0926'49 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 29 FEET SOUTH
 LA0926'OF THE CENTER LINE OF THE HIGHWAY, 61.5 FEET WEST OF POWER POLE
 LA0926'NO. JA 21, 17 FEET SOUTHEAST OF THE CENTER OF THE SOUTH CONCRETE
 LA0926'HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT
 LA0926'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0926'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA0926'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1241 ***********************************************************************
 LA1241  DESIGNATION -  U 216
 LA1241  PID         -  LA1241
 LA1241  STATE/COUNTY-  IN/GRANT
 LA1241  COUNTRY     -  US
 LA1241  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1241
 LA1241                         *CURRENT SURVEY CONTROL
 LA1241  ______________________________________________________________________
 LA1241* NAD 83(1986) POSITION- 40 26 19.     (N) 085 29 35.     (W)   SCALED
 LA1241* NAVD 88 ORTHO HEIGHT -   266.452 (meters)      874.18  (feet) ADJUSTED
 LA1241  ______________________________________________________________________
 LA1241  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 LA1241  DYNAMIC HEIGHT  -        266.316 (meters)      873.74  (feet) COMP
 LA1241  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 LA1241
 LA1241  VERT ORDER      -  SECOND    CLASS 0
 LA1241
 LA1241.The horizontal coordinates were scaled from a map and have
 LA1241.an estimated accuracy of +/- 6 seconds.
 LA1241
 LA1241.The orthometric height was determined by differential leveling and
 LA1241.adjusted by the NATIONAL GEODETIC SURVEY
 LA1241.in June 1991.
 LA1241
 LA1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1241.GEOID18 height accuracy estimate available here.
 LA1241
 LA1241.Click photographs - Photos may exist for this station.
 LA1241
 LA1241.The dynamic height is computed by dividing the NAVD 88
 LA1241.geopotential number by the normal gravity value computed on the
 LA1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1241.degrees latitude (g = 980.6199 gals.).
 LA1241
 LA1241.The modeled gravity was interpolated from observed gravity values.
 LA1241
 LA1241;                    North         East    Units  Estimated Accuracy
 LA1241;SPC IN E     -   576,230.      114,730.      MT  (+/- 180 meters Scaled)
 LA1241
 LA1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278775(NAD 83)
 LA1241
 LA1241                          SUPERSEDED SURVEY CONTROL
 LA1241
 LA1241  NGVD 29 (??/??/92)  266.586  (m)          874.62   (f) ADJ UNCH    2 0
 LA1241
 LA1241.Superseded values are not recommended for survey control.
 LA1241
 LA1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1241.See file dsdata.pdf to determine how the superseded data were derived.
 LA1241
 LA1241_MARKER: DB = BENCH MARK DISK
 LA1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1241_SP_SET: BRIDGE
 LA1241_STAMPING: U 216 1947
 LA1241_MARK LOGO: CGS
 LA1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1241
 LA1241  HISTORY     - Date     Condition        Report By
 LA1241  HISTORY     - 1947     MONUMENTED       CGS
 LA1241
 LA1241                          STATION DESCRIPTION
 LA1241
 LA1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1241'2.4 MI S FROM UPLAND.
 LA1241'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE
 LA1241'PENNSYLVANIA RAILROAD STATION AT UPLAND, SET IN THE TOP OF THE
 LA1241'NORTH END OF THE EAST RAILING OF A 45-FOOT CONCRETE BRIDGE
 LA1241'OVER A CREEK, 14.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1241'2 FEET SOUTH OF THE NORTH END OF THE RAILING, AND ABOUT 4
 LA1241'FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1548 ***********************************************************************
 LA1548  DESIGNATION -  U 217
 LA1548  PID         -  LA1548
 LA1548  STATE/COUNTY-  IN/MADISON
 LA1548  COUNTRY     -  US
 LA1548  USGS QUAD   -  ALEXANDRIA (2019)
 LA1548
 LA1548                         *CURRENT SURVEY CONTROL
 LA1548  ______________________________________________________________________
 LA1548* NAD 83(1986) POSITION- 40 16 40.1    (N) 085 39 09.1    (W)   HD_HELD2
 LA1548* NAVD 88 ORTHO HEIGHT -   271.750 (meters)      891.57  (feet) ADJUSTED
 LA1548  ______________________________________________________________________
 LA1548  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 LA1548  DYNAMIC HEIGHT  -        271.608 (meters)      891.10  (feet) COMP
 LA1548  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 LA1548
 LA1548  VERT ORDER      -  SECOND    CLASS 0
 LA1548
 LA1548.The horizontal coordinates were established by autonomous hand held GPS
 LA1548.observations and have an estimated accuracy of +/- 10 meters.
 LA1548
 LA1548.The orthometric height was determined by differential leveling and
 LA1548.adjusted by the NATIONAL GEODETIC SURVEY
 LA1548.in June 1991.
 LA1548
 LA1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1548.GEOID18 height accuracy estimate available here.
 LA1548
 LA1548.Click photographs - Photos may exist for this station.
 LA1548
 LA1548.The dynamic height is computed by dividing the NAVD 88
 LA1548.geopotential number by the normal gravity value computed on the
 LA1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1548.degrees latitude (g = 980.6199 gals.).
 LA1548
 LA1548.The modeled gravity was interpolated from observed gravity values.
 LA1548
 LA1548;                    North         East    Units  Estimated Accuracy
 LA1548;SPC IN E     -   558,363.      101,202.      MT  (+/- 10 meters HH2 GPS)
 LA1548
 LA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1455459462(NAD 83)
 LA1548
 LA1548                          SUPERSEDED SURVEY CONTROL
 LA1548
 LA1548  NGVD 29 (??/??/92)  271.893  (m)          892.04   (f) ADJ UNCH    2 0
 LA1548
 LA1548.Superseded values are not recommended for survey control.
 LA1548
 LA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1548.See file dsdata.pdf to determine how the superseded data were derived.
 LA1548
 LA1548_MARKER: DB = BENCH MARK DISK
 LA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1548_STAMPING: U 217 1947
 LA1548_MARK LOGO: CGS
 LA1548_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1548+STABILITY: SURFACE MOTION
 LA1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1548+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LA1548
 LA1548  HISTORY     - Date     Condition        Report By
 LA1548  HISTORY     - 1947     MONUMENTED       CGS
 LA1548  HISTORY     - 1971     GOOD             LOCSUR
 LA1548  HISTORY     - 20070619 GOOD             ACCU
 LA1548  HISTORY     - 20090623 GOOD             JCLS
 LA1548  HISTORY     - 20110526 POOR             INDNR
 LA1548  HISTORY     - 20200724 POOR             WSRR
 LA1548
 LA1548                          STATION DESCRIPTION
 LA1548
 LA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1548'1 MI E FROM ALEXANDRIA.
 LA1548'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1548'WITH STATE HIGHWAY 9 AT ALEXANDRIA, AT A GRAVEL CROSS ROAD
 LA1548'(LEADING NORTH TO SUMMITVILLE), 32 FEET SOUTH OF THE CENTER LINE
 LA1548'OF THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA1548'ROAD, 4.5 FEET EAST OF A CONCRETE FENCE CORNER POST, 2 FEET
 LA1548'NORTHEAST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA1548'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 LA1548'OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1548
 LA1548                          STATION RECOVERY (1971)
 LA1548
 LA1548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LA1548'RECOVERED IN GOOD CONDITION.
 LA1548
 LA1548                          STATION RECOVERY (2007)
 LA1548
 LA1548'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1548'RECOVERED IN GOOD CONDITION
 LA1548
 LA1548                          STATION RECOVERY (2009)
 LA1548
 LA1548'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LA1548'RECOVERED IN GOOD CONDITION.
 LA1548
 LA1548                          STATION RECOVERY (2011)
 LA1548
 LA1548'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1548'MARK APPEARS TO HAVE BEEN HIT BY MACHINERY AND IS LEANING TO THE SOUTH
 LA1548'
 LA1548
 LA1548                          STATION RECOVERY (2020)
 LA1548
 LA1548'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LA1548'THE STABILITY OF THE STATION IS QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1024 ***********************************************************************
 LA1024  DESIGNATION -  U 218
 LA1024  PID         -  LA1024
 LA1024  STATE/COUNTY-  IN/DELAWARE
 LA1024  COUNTRY     -  US
 LA1024  USGS QUAD   -  MUNCIE WEST (2019)
 LA1024
 LA1024                         *CURRENT SURVEY CONTROL
 LA1024  ______________________________________________________________________
 LA1024* NAD 83(1986) POSITION- 40 10 42.     (N) 085 28 50.     (W)   SCALED
 LA1024* NAVD 88 ORTHO HEIGHT -   283.838 (meters)      931.23  (feet) ADJUSTED
 LA1024  ______________________________________________________________________
 LA1024  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 LA1024  DYNAMIC HEIGHT  -        283.687 (meters)      930.73  (feet) COMP
 LA1024  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 LA1024
 LA1024  VERT ORDER      -  SECOND    CLASS 0
 LA1024
 LA1024.The horizontal coordinates were scaled from a map and have
 LA1024.an estimated accuracy of +/- 6 seconds.
 LA1024
 LA1024.The orthometric height was determined by differential leveling and
 LA1024.adjusted by the NATIONAL GEODETIC SURVEY
 LA1024.in June 1991.
 LA1024
 LA1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1024.GEOID18 height accuracy estimate available here.
 LA1024
 LA1024.Click photographs - Photos may exist for this station.
 LA1024
 LA1024.The dynamic height is computed by dividing the NAVD 88
 LA1024.geopotential number by the normal gravity value computed on the
 LA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1024.degrees latitude (g = 980.6199 gals.).
 LA1024
 LA1024.The modeled gravity was interpolated from observed gravity values.
 LA1024
 LA1024;                    North         East    Units  Estimated Accuracy
 LA1024;SPC IN E     -   547,340.      115,850.      MT  (+/- 180 meters Scaled)
 LA1024
 LA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK293486(NAD 83)
 LA1024
 LA1024                          SUPERSEDED SURVEY CONTROL
 LA1024
 LA1024  NGVD 29 (??/??/92)  283.975  (m)          931.67   (f) ADJ UNCH    2 0
 LA1024
 LA1024.Superseded values are not recommended for survey control.
 LA1024
 LA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1024.See file dsdata.pdf to determine how the superseded data were derived.
 LA1024
 LA1024_MARKER: DB = BENCH MARK DISK
 LA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1024_STAMPING: U 218 1947
 LA1024_MARK LOGO: CGS
 LA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1024+STABILITY: SURFACE MOTION
 LA1024
 LA1024  HISTORY     - Date     Condition        Report By
 LA1024  HISTORY     - 1947     MONUMENTED       CGS
 LA1024
 LA1024                          STATION DESCRIPTION
 LA1024
 LA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1024'1 MI E FROM YORKTOWN.
 LA1024'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 LA1024'AT YORKTOWN, THENCE ABOUT 0.15 MILE SOUTH ALONG A BLACK TOP
 LA1024'ROAD, AT THE SOUTHWEST CORNER OF THE DELAWARE AIRPORT, 29 FEET
 LA1024'EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 14 FEET EAST
 LA1024'OF THE WEST END OF A WIRE FENCE, 45 FEET EAST-SOUTHEAST AND ACROSS
 LA1024'THE BLACK TOP ROAD FROM POWER POLE NO. DE 73/79, 35 FEET
 LA1024'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE LINE,
 LA1024'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 LA1024'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1171 ***********************************************************************
 LA1171  DESIGNATION -  U 219
 LA1171  PID         -  LA1171
 LA1171  STATE/COUNTY-  IN/DELAWARE
 LA1171  COUNTRY     -  US
 LA1171  USGS QUAD   -  MUNCIE EAST (2019)
 LA1171
 LA1171                         *CURRENT SURVEY CONTROL
 LA1171  ______________________________________________________________________
 LA1171* NAD 83(1986) POSITION- 40 13 49.     (N) 085 18 43.     (W)   SCALED
 LA1171* NAVD 88 ORTHO HEIGHT -   294.238 (meters)      965.35  (feet) ADJUSTED
 LA1171  ______________________________________________________________________
 LA1171  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 LA1171  DYNAMIC HEIGHT  -        294.083 (meters)      964.84  (feet) COMP
 LA1171  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 LA1171
 LA1171  VERT ORDER      -  SECOND    CLASS 0
 LA1171
 LA1171.The horizontal coordinates were scaled from a map and have
 LA1171.an estimated accuracy of +/- 6 seconds.
 LA1171
 LA1171.The orthometric height was determined by differential leveling and
 LA1171.adjusted by the NATIONAL GEODETIC SURVEY
 LA1171.in June 1991.
 LA1171
 LA1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1171.GEOID18 height accuracy estimate available here.
 LA1171
 LA1171.Click photographs - Photos may exist for this station.
 LA1171
 LA1171.The dynamic height is computed by dividing the NAVD 88
 LA1171.geopotential number by the normal gravity value computed on the
 LA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1171.degrees latitude (g = 980.6199 gals.).
 LA1171
 LA1171.The modeled gravity was interpolated from observed gravity values.
 LA1171
 LA1171;                    North         East    Units  Estimated Accuracy
 LA1171;SPC IN E     -   553,150.      130,190.      MT  (+/- 180 meters Scaled)
 LA1171
 LA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK436546(NAD 83)
 LA1171
 LA1171                          SUPERSEDED SURVEY CONTROL
 LA1171
 LA1171  NGVD 29 (??/??/92)  294.373  (m)          965.79   (f) ADJ UNCH    2 0
 LA1171
 LA1171.Superseded values are not recommended for survey control.
 LA1171
 LA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1171.See file dsdata.pdf to determine how the superseded data were derived.
 LA1171
 LA1171_MARKER: DB = BENCH MARK DISK
 LA1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1171_STAMPING: U 219 1947
 LA1171_MARK LOGO: CGS
 LA1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1171+STABILITY: SURFACE MOTION
 LA1171
 LA1171  HISTORY     - Date     Condition        Report By
 LA1171  HISTORY     - 1947     MONUMENTED       CGS
 LA1171
 LA1171                          STATION DESCRIPTION
 LA1171
 LA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1171'1.2 MI SW FROM DE SOTO.
 LA1171'ABOUT 1.2 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 LA1171'LOUIS RAILROAD FROM THE STATION AT DE SOTO, AT A NORTH-SOUTH
 LA1171'GRAVEL ROAD, 32 FEET NORTHWEST OF THE NORTHWEST RAIL, 15 FEET
 LA1171'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5 FEET SOUTH OF
 LA1171'TELEPHONE POLE NO. 111, 4.5 FEET SOUTHEAST OF THE FENCE LINE,
 LA1171'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA1171'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0711 ***********************************************************************
 MD0711  DESIGNATION -  U 22
 MD0711  PID         -  MD0711
 MD0711  STATE/COUNTY-  IN/ALLEN
 MD0711  COUNTRY     -  US
 MD0711  USGS QUAD   -  HUNTERTOWN (2019)
 MD0711
 MD0711                         *CURRENT SURVEY CONTROL
 MD0711  ______________________________________________________________________
 MD0711* NAD 83(1986) POSITION- 41 10 08.     (N) 085 08 50.     (W)   SCALED
 MD0711* NAVD 88 ORTHO HEIGHT -   250.751 (meters)      822.67  (feet) ADJUSTED
 MD0711  ______________________________________________________________________
 MD0711  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 MD0711  DYNAMIC HEIGHT  -        250.653 (meters)      822.35  (feet) COMP
 MD0711  MODELED GRAVITY -    980,227.5   (mgal)                       NAVD 88
 MD0711
 MD0711  VERT ORDER      -  SECOND    CLASS 0
 MD0711
 MD0711.The horizontal coordinates were scaled from a map and have
 MD0711.an estimated accuracy of +/- 6 seconds.
 MD0711
 MD0711.The orthometric height was determined by differential leveling and
 MD0711.adjusted by the NATIONAL GEODETIC SURVEY
 MD0711.in June 1991.
 MD0711
 MD0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0711.GEOID18 height accuracy estimate available here.
 MD0711
 MD0711.Click photographs - Photos may exist for this station.
 MD0711
 MD0711.The dynamic height is computed by dividing the NAVD 88
 MD0711.geopotential number by the normal gravity value computed on the
 MD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0711.degrees latitude (g = 980.6199 gals.).
 MD0711
 MD0711.The modeled gravity was interpolated from observed gravity values.
 MD0711
 MD0711;                    North         East    Units  Estimated Accuracy
 MD0711;SPC IN E     -   657,440.      143,590.      MT  (+/- 180 meters Scaled)
 MD0711
 MD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554591(NAD 83)
 MD0711
 MD0711                          SUPERSEDED SURVEY CONTROL
 MD0711
 MD0711  NGVD 29 (??/??/92)  250.884  (m)          823.11   (f) ADJ UNCH    2 0
 MD0711
 MD0711.Superseded values are not recommended for survey control.
 MD0711
 MD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0711.See file dsdata.pdf to determine how the superseded data were derived.
 MD0711
 MD0711_MARKER: DB = BENCH MARK DISK
 MD0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0711_STAMPING: U 22 1934
 MD0711_MARK LOGO: CGS
 MD0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0711+STABILITY: SURFACE MOTION
 MD0711
 MD0711  HISTORY     - Date     Condition        Report By
 MD0711  HISTORY     - 1934     MONUMENTED       CGS
 MD0711  HISTORY     - 1968     GOOD             INHD
 MD0711  HISTORY     - 20030430 MARK NOT FOUND   USGS-R
 MD0711
 MD0711                          STATION DESCRIPTION
 MD0711
 MD0711'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0711'4.2 MI S FROM HUNTERTOWN.
 MD0711'ABOUT 4 1/4 MILES SOUTH ALONG S.R. 3 FROM THE CENTER OF HUNTERTOWN,
 MD0711'THENCE 1.0 MILES EAST ALONG TILL ROAD TO THE CROSSING OF THE
 MD0711'FT. WAYNE BRANCH OF THE NEW YORK CENTRAL R.R. AND THE MARK ON
 MD0711'THE RIGHT, 31.5 FT. EAST OF THE FENCE CORNER, 18 FT. SOUTH
 MD0711'OF THE CENTERLINE OF THE TILL ROAD, 16 FT. WEST OF THE WEST
 MD0711'RAIL, 0.3 FT. LOWER THAN SAME, 1.5 FT. EAST OF A STEEL WITNESS
 MD0711'POST AND PROJECTING 0.6 FT ABOVE GROUND.
 MD0711
 MD0711                          STATION RECOVERY (2003)
 MD0711
 MD0711'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 MD0711'REMOVAL OF THE RAILROAD AND CONSTRUCTION OF MAIN ROADS MMAY HAVE
 MD0711'DESTROYED THIS MARK, NO EVIDENCE OF THIS MONUMENT WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1194 ***********************************************************************
 LA1194  DESIGNATION -  U 220
 LA1194  PID         -  LA1194
 LA1194  STATE/COUNTY-  IN/RANDOLPH
 LA1194  COUNTRY     -  US
 LA1194  USGS QUAD   -  REDKEY (2019)
 LA1194
 LA1194                         *CURRENT SURVEY CONTROL
 LA1194  ______________________________________________________________________
 LA1194* NAD 83(1986) POSITION- 40 18 00.     (N) 085 12 48.     (W)   SCALED
 LA1194* NAVD 88 ORTHO HEIGHT -   288.959 (meters)      948.03  (feet) ADJUSTED
 LA1194  ______________________________________________________________________
 LA1194  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 LA1194  DYNAMIC HEIGHT  -        288.808 (meters)      947.53  (feet) COMP
 LA1194  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 LA1194
 LA1194  VERT ORDER      -  SECOND    CLASS 0
 LA1194
 LA1194.The horizontal coordinates were scaled from a map and have
 LA1194.an estimated accuracy of +/- 6 seconds.
 LA1194
 LA1194.The orthometric height was determined by differential leveling and
 LA1194.adjusted by the NATIONAL GEODETIC SURVEY
 LA1194.in June 1991.
 LA1194
 LA1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1194.GEOID18 height accuracy estimate available here.
 LA1194
 LA1194.Click photographs - Photos may exist for this station.
 LA1194
 LA1194.The dynamic height is computed by dividing the NAVD 88
 LA1194.geopotential number by the normal gravity value computed on the
 LA1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1194.degrees latitude (g = 980.6199 gals.).
 LA1194
 LA1194.The modeled gravity was interpolated from observed gravity values.
 LA1194
 LA1194;                    North         East    Units  Estimated Accuracy
 LA1194;SPC IN E     -   560,930.      138,540.      MT  (+/- 180 meters Scaled)
 LA1194
 LA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK518625(NAD 83)
 LA1194
 LA1194                          SUPERSEDED SURVEY CONTROL
 LA1194
 LA1194  NGVD 29 (??/??/92)  289.097  (m)          948.48   (f) ADJ UNCH    2 0
 LA1194
 LA1194.Superseded values are not recommended for survey control.
 LA1194
 LA1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1194.See file dsdata.pdf to determine how the superseded data were derived.
 LA1194
 LA1194_MARKER: DB = BENCH MARK DISK
 LA1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1194_SP_SET: BRIDGE
 LA1194_STAMPING: U 220 1947
 LA1194_MARK LOGO: CGS
 LA1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1194
 LA1194  HISTORY     - Date     Condition        Report By
 LA1194  HISTORY     - 1947     MONUMENTED       CGS
 LA1194
 LA1194                          STATION DESCRIPTION
 LA1194
 LA1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1194'1.4 MI E FROM ALBANY.
 LA1194'ABOUT 1.35 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 LA1194'AT ALBANY, ABOUT 1.0 MILE WEST OF THE CROSSROADS AT FAIRVIEW,
 LA1194'RANDOLPH COUNTY, ABOUT 0.25 MILE EAST OF THE RANDOLPH-DELAWARE
 LA1194'COUNTY LINE, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 LA1194'HEAD WALL OF A 12-FOOT CONCRETE BRIDGE OVER A DITCH, 30 FEET
 LA1194'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 LA1194'BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0655 ***********************************************************************
 LA0655  DESIGNATION -  U 221
 LA0655  PID         -  LA0655
 LA0655  STATE/COUNTY-  IN/ALLEN
 LA0655  COUNTRY     -  US
 LA0655  USGS QUAD   -  HOAGLAND (2019)
 LA0655
 LA0655                         *CURRENT SURVEY CONTROL
 LA0655  ______________________________________________________________________
 LA0655* NAD 83(1986) POSITION- 40 56 01.9    (N) 084 58 38.2    (W)   HD_HELD2
 LA0655* NAVD 88 ORTHO HEIGHT -   252.912 (meters)      829.76  (feet) ADJUSTED
 LA0655  ______________________________________________________________________
 LA0655  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 LA0655  DYNAMIC HEIGHT  -        252.804 (meters)      829.41  (feet) COMP
 LA0655  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 LA0655
 LA0655  VERT ORDER      -  SECOND    CLASS 0
 LA0655
 LA0655.The horizontal coordinates were established by autonomous hand held GPS
 LA0655.observations and have an estimated accuracy of +/- 10 meters.
 LA0655
 LA0655.The orthometric height was determined by differential leveling and
 LA0655.adjusted by the NATIONAL GEODETIC SURVEY
 LA0655.in June 1991.
 LA0655
 LA0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0655.GEOID18 height accuracy estimate available here.
 LA0655
 LA0655.Click photographs - Photos may exist for this station.
 LA0655
 LA0655.The dynamic height is computed by dividing the NAVD 88
 LA0655.geopotential number by the normal gravity value computed on the
 LA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0655.degrees latitude (g = 980.6199 gals.).
 LA0655
 LA0655.The modeled gravity was interpolated from observed gravity values.
 LA0655
 LA0655;                    North         East    Units  Estimated Accuracy
 LA0655;SPC IN E     -   631,442.      158,058.      MT  (+/- 10 meters HH2 GPS)
 LA0655
 LA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7028933384(NAD 83)
 LA0655
 LA0655                          SUPERSEDED SURVEY CONTROL
 LA0655
 LA0655  NGVD 29 (??/??/92)  253.065  (m)          830.26   (f) ADJ UNCH    2 0
 LA0655
 LA0655.Superseded values are not recommended for survey control.
 LA0655
 LA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0655.See file dsdata.pdf to determine how the superseded data were derived.
 LA0655
 LA0655_MARKER: DB = BENCH MARK DISK
 LA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0655_STAMPING: U 221 1947
 LA0655_MARK LOGO: CGS
 LA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0655+STABILITY: SURFACE MOTION
 LA0655
 LA0655  HISTORY     - Date     Condition        Report By
 LA0655  HISTORY     - 1947     MONUMENTED       CGS
 LA0655  HISTORY     - 1968     GOOD             CGS
 LA0655
 LA0655                          STATION DESCRIPTION
 LA0655
 LA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0655'1 MI N FROM BINGEN.
 LA0655'ABOUT 1.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE ALLEN-ADAMS
 LA0655'CO. LINE CROSSROAD AT BINGEN, AT A CROSSROAD, 22 FT. EAST OF THE
 LA0655'C/L OF THE NORTH-SOUTH ROAD, 23 FT. SOUTH OF THE EAST-WEST
 LA0655'ROAD, 32 FT. SOUTHEAST OF THE CENTER OF THE CROSSING, 5 FT.
 LA0655'SOUTH OF A PWP. 5A 60/17, 1 FT. NORTH OF A STEEL WITNESS POST, ABOUT
 LA0655'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONC. POST PROJECTING
 LA0655'3 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE MADISON TWP.
 LA0655'SCHOOL AT HOAGLAND BY GONG ABOUT 0.2 MILE EAST ALONG A BLACKTOP
 LA0655'ROAD THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0729 ***********************************************************************
 LA0729  DESIGNATION -  U 222
 LA0729  PID         -  LA0729
 LA0729  STATE/COUNTY-  IN/ALLEN
 LA0729  COUNTRY     -  US
 LA0729  USGS QUAD   -  DIXON (2019)
 LA0729
 LA0729                         *CURRENT SURVEY CONTROL
 LA0729  ______________________________________________________________________
 LA0729* NAD 83(1986) POSITION- 40 56 07.30   (N) 084 51 42.27   (W)   HD_HELD1
 LA0729* NAVD 88 ORTHO HEIGHT -   246.712 (meters)      809.42  (feet) ADJUSTED
 LA0729  ______________________________________________________________________
 LA0729  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 LA0729  DYNAMIC HEIGHT  -        246.608 (meters)      809.08  (feet) COMP
 LA0729  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 LA0729
 LA0729  VERT ORDER      -  SECOND    CLASS 0
 LA0729
 LA0729.The horizontal coordinates were determined by differentially corrected
 LA0729.hand held GPS observations or other comparable positioning techniques
 LA0729.and have an estimated accuracy of +/- 3 meters.
 LA0729
 LA0729.The orthometric height was determined by differential leveling and
 LA0729.adjusted by the NATIONAL GEODETIC SURVEY
 LA0729.in June 1991.
 LA0729
 LA0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0729.GEOID18 height accuracy estimate available here.
 LA0729
 LA0729.Click photographs - Photos may exist for this station.
 LA0729
 LA0729.The dynamic height is computed by dividing the NAVD 88
 LA0729.geopotential number by the normal gravity value computed on the
 LA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0729.degrees latitude (g = 980.6199 gals.).
 LA0729
 LA0729.The modeled gravity was interpolated from observed gravity values.
 LA0729
 LA0729;                    North         East    Units  Estimated Accuracy
 LA0729;SPC IN E     -   631,692.1     167,786.7     MT  (+/- 3 meters HH1 GPS) 
 LA0729
 LA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8001233782(NAD 83)
 LA0729
 LA0729                          SUPERSEDED SURVEY CONTROL
 LA0729
 LA0729  NGVD 29 (??/??/92)  246.868  (m)          809.93   (f) ADJ UNCH    2 0
 LA0729
 LA0729.Superseded values are not recommended for survey control.
 LA0729
 LA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0729.See file dsdata.pdf to determine how the superseded data were derived.
 LA0729
 LA0729_MARKER: DB = BENCH MARK DISK
 LA0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0729_STAMPING: U 222 1947
 LA0729_MARK LOGO: CGS
 LA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0729+STABILITY: SURFACE MOTION
 LA0729
 LA0729  HISTORY     - Date     Condition        Report By
 LA0729  HISTORY     - 1947     MONUMENTED       CGS
 LA0729
 LA0729                          STATION DESCRIPTION
 LA0729
 LA0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0729'2.9 MI S FROM MONROEVILLE.
 LA0729'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST
 LA0729'OFFICE AT MONROEVILLE, AT EAST LIBERTY CROSSROADS, 106 FEET SOUTH
 LA0729'OF THE CENTER LINE OF THE CROSS ROAD, 38 FEET EAST OF THE CENTER
 LA0729'LINE OF THE HIGHWAY, 90.5 FEET SOUTH OF A CONCRETE FENCE CORNER
 LA0729'POST, 42 FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF THE FENCE
 LA0729'LINE, 2 FEET NORTH OF WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0729'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0729'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0482 ***********************************************************************
 LA0482  DESIGNATION -  U 223
 LA0482  PID         -  LA0482
 LA0482  STATE/COUNTY-  IN/ADAMS
 LA0482  COUNTRY     -  US
 LA0482  USGS QUAD   -  DECATUR (2019)
 LA0482
 LA0482                         *CURRENT SURVEY CONTROL
 LA0482  ______________________________________________________________________
 LA0482* NAD 83(1986) POSITION- 40 49 16.     (N) 084 53 42.     (W)   SCALED
 LA0482* NAVD 88 ORTHO HEIGHT -   242.238 (meters)      794.74  (feet) ADJUSTED
 LA0482  ______________________________________________________________________
 LA0482  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 LA0482  DYNAMIC HEIGHT  -        242.131 (meters)      794.39  (feet) COMP
 LA0482  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 LA0482
 LA0482  VERT ORDER      -  SECOND    CLASS 0
 LA0482
 LA0482.The horizontal coordinates were scaled from a map and have
 LA0482.an estimated accuracy of +/- 6 seconds.
 LA0482
 LA0482.The orthometric height was determined by differential leveling and
 LA0482.adjusted by the NATIONAL GEODETIC SURVEY
 LA0482.in June 1991.
 LA0482
 LA0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0482.GEOID18 height accuracy estimate available here.
 LA0482
 LA0482.Click photographs - Photos may exist for this station.
 LA0482
 LA0482.The dynamic height is computed by dividing the NAVD 88
 LA0482.geopotential number by the normal gravity value computed on the
 LA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0482.degrees latitude (g = 980.6199 gals.).
 LA0482
 LA0482.The modeled gravity was interpolated from observed gravity values.
 LA0482
 LA0482;                    North         East    Units  Estimated Accuracy
 LA0482;SPC IN E     -   618,980.      165,100.      MT  (+/- 180 meters Scaled)
 LA0482
 LA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL775210(NAD 83)
 LA0482
 LA0482                          SUPERSEDED SURVEY CONTROL
 LA0482
 LA0482  NGVD 29 (??/??/92)  242.392  (m)          795.25   (f) ADJ UNCH    2 0
 LA0482
 LA0482.Superseded values are not recommended for survey control.
 LA0482
 LA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0482.See file dsdata.pdf to determine how the superseded data were derived.
 LA0482
 LA0482_MARKER: DB = BENCH MARK DISK
 LA0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0482_SP_SET: ABUTMENT
 LA0482_STAMPING: U 223 1947
 LA0482_MARK LOGO: CGS
 LA0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0482
 LA0482  HISTORY     - Date     Condition        Report By
 LA0482  HISTORY     - 1947     MONUMENTED       CGS
 LA0482
 LA0482                          STATION DESCRIPTION
 LA0482
 LA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0482'1.6 MI E FROM DECATUR.
 LA0482'ABOUT 1.6 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0482'DECATUR, ABOUT 0.4 MILE WEST OF MILE POST M 94, IN THE TOP OF THE
 LA0482'NORTH END OF THE EAST CONCRETE AND STONE ABUTMENT OF A 24-FOOT
 LA0482'STEEL BRIDGE NO. 94-40, 9.8 FEET NORTH OF THE NORTH RAIL OF THE
 LA0482'NORTH TRACK, 1.3 FEET EAST OF THE WEST EDGE OF THE ABUTMENT, 1 FOOT
 LA0482'SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT 3.5 FEET BELOW
 LA0482'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0741 ***********************************************************************
 LA0741  DESIGNATION -  U 224
 LA0741  PID         -  LA0741
 LA0741  STATE/COUNTY-  IN/ADAMS
 LA0741  COUNTRY     -  US
 LA0741  USGS QUAD   -  WILLSHIRE (2016)
 LA0741
 LA0741                         *CURRENT SURVEY CONTROL
 LA0741  ______________________________________________________________________
 LA0741* NAD 83(1986) POSITION- 40 44 48.     (N) 084 50 29.     (W)   SCALED
 LA0741* NAVD 88 ORTHO HEIGHT -   246.682 (meters)      809.32  (feet) ADJUSTED
 LA0741  ______________________________________________________________________
 LA0741  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 LA0741  DYNAMIC HEIGHT  -        246.570 (meters)      808.96  (feet) COMP
 LA0741  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 LA0741
 LA0741  VERT ORDER      -  SECOND    CLASS 0
 LA0741
 LA0741.The horizontal coordinates were scaled from a map and have
 LA0741.an estimated accuracy of +/- 6 seconds.
 LA0741
 LA0741.The orthometric height was determined by differential leveling and
 LA0741.adjusted by the NATIONAL GEODETIC SURVEY
 LA0741.in June 1991.
 LA0741
 LA0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0741.GEOID18 height accuracy estimate available here.
 LA0741
 LA0741.Click photographs - Photos may exist for this station.
 LA0741
 LA0741.The dynamic height is computed by dividing the NAVD 88
 LA0741.geopotential number by the normal gravity value computed on the
 LA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0741.degrees latitude (g = 980.6199 gals.).
 LA0741
 LA0741.The modeled gravity was interpolated from observed gravity values.
 LA0741
 LA0741;                    North         East    Units  Estimated Accuracy
 LA0741;SPC IN E     -   610,750.      169,700.      MT  (+/- 180 meters Scaled)
 LA0741
 LA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL822128(NAD 83)
 LA0741
 LA0741                          SUPERSEDED SURVEY CONTROL
 LA0741
 LA0741  NGVD 29 (??/??/92)  246.837  (m)          809.83   (f) ADJ UNCH    2 0
 LA0741
 LA0741.Superseded values are not recommended for survey control.
 LA0741
 LA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0741.See file dsdata.pdf to determine how the superseded data were derived.
 LA0741
 LA0741_MARKER: DB = BENCH MARK DISK
 LA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0741_STAMPING: U 224 1947
 LA0741_MARK LOGO: CGS
 LA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0741+STABILITY: SURFACE MOTION
 LA0741
 LA0741  HISTORY     - Date     Condition        Report By
 LA0741  HISTORY     - 1947     MONUMENTED       CGS
 LA0741  HISTORY     - 1983     GOOD             NGS
 LA0741
 LA0741                          STATION DESCRIPTION
 LA0741
 LA0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0741'5.2 MI E FROM MONROE.
 LA0741'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 LA0741'WITH THE PENNSYLVANIA RAILROAD AT MONROE, AT THE JUNCTION OF
 LA0741'STATE HIGHWAY 101-NORTH, 53 FEET NORTH OF THE CENTER LINE OF
 LA0741'HIGHWAY 124, 55 FEET WEST OF THE CENTER LINE OF HIGHWAY 101,
 LA0741'26 FEET NORTHEAST OF A FENCE CORNER POST AND HIGHWAY R/W MARKER
 LA0741'POST, 18 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE
 LA0741'FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 LA0741'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0741'POST PROJECTING 2 INCHES.
 LA0741
 LA0741                          STATION RECOVERY (1983)
 LA0741
 LA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0634 ***********************************************************************
 LA0634  DESIGNATION -  U 225
 LA0634  PID         -  LA0634
 LA0634  STATE/COUNTY-  IN/ADAMS
 LA0634  COUNTRY     -  US
 LA0634  USGS QUAD   -  BERNE (2019)
 LA0634
 LA0634                         *CURRENT SURVEY CONTROL
 LA0634  ______________________________________________________________________
 LA0634* NAD 83(1986) POSITION- 40 39 29.     (N) 084 57 23.     (W)   SCALED
 LA0634* NAVD 88 ORTHO HEIGHT -   262.228 (meters)      860.33  (feet) ADJUSTED
 LA0634  ______________________________________________________________________
 LA0634  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 LA0634  DYNAMIC HEIGHT  -        262.105 (meters)      859.92  (feet) COMP
 LA0634  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 LA0634
 LA0634  VERT ORDER      -  SECOND    CLASS 0
 LA0634
 LA0634.The horizontal coordinates were scaled from a map and have
 LA0634.an estimated accuracy of +/- 6 seconds.
 LA0634
 LA0634.The orthometric height was determined by differential leveling and
 LA0634.adjusted by the NATIONAL GEODETIC SURVEY
 LA0634.in June 1991.
 LA0634
 LA0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0634.GEOID18 height accuracy estimate available here.
 LA0634
 LA0634.Click photographs - Photos may exist for this station.
 LA0634
 LA0634.The dynamic height is computed by dividing the NAVD 88
 LA0634.geopotential number by the normal gravity value computed on the
 LA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0634.degrees latitude (g = 980.6199 gals.).
 LA0634
 LA0634.The modeled gravity was interpolated from observed gravity values.
 LA0634
 LA0634;                    North         East    Units  Estimated Accuracy
 LA0634;SPC IN E     -   600,830.      160,070.      MT  (+/- 180 meters Scaled)
 LA0634
 LA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL727028(NAD 83)
 LA0634
 LA0634                          SUPERSEDED SURVEY CONTROL
 LA0634
 LA0634  NGVD 29 (??/??/92)  262.378  (m)          860.82   (f) ADJ UNCH    2 0
 LA0634
 LA0634.Superseded values are not recommended for survey control.
 LA0634
 LA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0634.See file dsdata.pdf to determine how the superseded data were derived.
 LA0634
 LA0634_MARKER: DB = BENCH MARK DISK
 LA0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0634_SP_SET: BUILDING
 LA0634_STAMPING: U 225 1947
 LA0634_MARK LOGO: CGS
 LA0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0634
 LA0634  HISTORY     - Date     Condition        Report By
 LA0634  HISTORY     - 1947     MONUMENTED       CGS
 LA0634
 LA0634                          STATION DESCRIPTION
 LA0634
 LA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0634'AT BERNE.
 LA0634'AT BERNE, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 LA0634'118, ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 118 FROM THE POST
 LA0634'OFFICE AT BERNE, SET VERTICALLY IN THE EAST WALL OF THE YELLOW
 LA0634'TILE BRICK SCHOOL AT BERNE, 85 FEET NORTHWEST OF THE CENTER LINE
 LA0634'OF HIGHWAY 27, 193 FEET NORTH OF THE CENTER LINE OF HIGHWAY 118,
 LA0634'0.9 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 3.8 FEET
 LA0634'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0378 ***********************************************************************
 LA0378  DESIGNATION -  U 226
 LA0378  PID         -  LA0378
 LA0378  STATE/COUNTY-  IN/JAY
 LA0378  COUNTRY     -  US
 LA0378  USGS QUAD   -  PORTLAND (2019)
 LA0378
 LA0378                         *CURRENT SURVEY CONTROL
 LA0378  ______________________________________________________________________
 LA0378* NAD 83(1986) POSITION- 40 26 26.     (N) 084 57 25.     (W)   SCALED
 LA0378* NAVD 88 ORTHO HEIGHT -   277.787 (meters)      911.37  (feet) ADJUSTED
 LA0378  ______________________________________________________________________
 LA0378  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 LA0378  DYNAMIC HEIGHT  -        277.650 (meters)      910.92  (feet) COMP
 LA0378  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 LA0378
 LA0378  VERT ORDER      -  SECOND    CLASS 0
 LA0378
 LA0378.The horizontal coordinates were scaled from a map and have
 LA0378.an estimated accuracy of +/- 6 seconds.
 LA0378
 LA0378.The orthometric height was determined by differential leveling and
 LA0378.adjusted by the NATIONAL GEODETIC SURVEY
 LA0378.in June 1991.
 LA0378
 LA0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0378.GEOID18 height accuracy estimate available here.
 LA0378
 LA0378.Click photographs - Photos may exist for this station.
 LA0378
 LA0378.The dynamic height is computed by dividing the NAVD 88
 LA0378.geopotential number by the normal gravity value computed on the
 LA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0378.degrees latitude (g = 980.6199 gals.).
 LA0378
 LA0378.The modeled gravity was interpolated from observed gravity values.
 LA0378
 LA0378;                    North         East    Units  Estimated Accuracy
 LA0378;SPC IN E     -   576,680.      160,210.      MT  (+/- 180 meters Scaled)
 LA0378
 LA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK732786(NAD 83)
 LA0378
 LA0378                          SUPERSEDED SURVEY CONTROL
 LA0378
 LA0378  NGVD 29 (??/??/92)  277.938  (m)          911.87   (f) ADJ UNCH    2 0
 LA0378
 LA0378.Superseded values are not recommended for survey control.
 LA0378
 LA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0378.See file dsdata.pdf to determine how the superseded data were derived.
 LA0378
 LA0378_MARKER: DB = BENCH MARK DISK
 LA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0378_STAMPING: U 226 1947
 LA0378_MARK LOGO: CGS
 LA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0378+STABILITY: SURFACE MOTION
 LA0378
 LA0378  HISTORY     - Date     Condition        Report By
 LA0378  HISTORY     - 1947     MONUMENTED       CGS
 LA0378
 LA0378                          STATION DESCRIPTION
 LA0378
 LA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0378'1.6 MI NE FROM PORTLAND.
 LA0378'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0378'AT PORTLAND, THENCE ABOUT 1.1 MILE EAST ALONG A BLACK TOP ROAD,
 LA0378'AT THE BRIGHAM AIRPORT, 44 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LA0378'OF A RED BARN WITH A HIGH CONCRETE FOUNDATION, 17.3 FEET SOUTHEAST
 LA0378'OF THE SOUTHEAST CORNER OF AN ALUMINUM AIRPORT OFFICE BUILDING,
 LA0378'5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE EAST AIRPORT
 LA0378'BOUNDARY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 LA0378'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0830 ***********************************************************************
 LA0830  DESIGNATION -  U 227
 LA0830  PID         -  LA0830
 LA0830  STATE/COUNTY-  IN/JAY
 LA0830  COUNTRY     -  US
 LA0830  USGS QUAD   -  DOMESTIC (2019)
 LA0830
 LA0830                         *CURRENT SURVEY CONTROL
 LA0830  ______________________________________________________________________
 LA0830* NAD 83(1986) POSITION- 40 32 50.     (N) 085 02 51.     (W)   SCALED
 LA0830* NAVD 88 ORTHO HEIGHT -   261.304 (meters)      857.29  (feet) ADJUSTED
 LA0830  ______________________________________________________________________
 LA0830  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 LA0830  DYNAMIC HEIGHT  -        261.175 (meters)      856.87  (feet) COMP
 LA0830  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 LA0830
 LA0830  VERT ORDER      -  SECOND    CLASS 0
 LA0830
 LA0830.The horizontal coordinates were scaled from a map and have
 LA0830.an estimated accuracy of +/- 6 seconds.
 LA0830
 LA0830.The orthometric height was determined by differential leveling and
 LA0830.adjusted by the NATIONAL GEODETIC SURVEY
 LA0830.in June 1991.
 LA0830
 LA0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0830.GEOID18 height accuracy estimate available here.
 LA0830
 LA0830.Click photographs - Photos may exist for this station.
 LA0830
 LA0830.The dynamic height is computed by dividing the NAVD 88
 LA0830.geopotential number by the normal gravity value computed on the
 LA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0830.degrees latitude (g = 980.6199 gals.).
 LA0830
 LA0830.The modeled gravity was interpolated from observed gravity values.
 LA0830
 LA0830;                    North         East    Units  Estimated Accuracy
 LA0830;SPC IN E     -   588,460.      152,450.      MT  (+/- 180 meters Scaled)
 LA0830
 LA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK653903(NAD 83)
 LA0830
 LA0830                          SUPERSEDED SURVEY CONTROL
 LA0830
 LA0830  NGVD 29 (??/??/92)  261.448  (m)          857.77   (f) ADJ UNCH    2 0
 LA0830
 LA0830.Superseded values are not recommended for survey control.
 LA0830
 LA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0830.See file dsdata.pdf to determine how the superseded data were derived.
 LA0830
 LA0830_MARKER: DB = BENCH MARK DISK
 LA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0830_STAMPING: U 227 1947
 LA0830_MARK LOGO: CGS
 LA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0830+STABILITY: SURFACE MOTION
 LA0830
 LA0830  HISTORY     - Date     Condition        Report By
 LA0830  HISTORY     - 1947     MONUMENTED       CGS
 LA0830
 LA0830                          STATION DESCRIPTION
 LA0830
 LA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0830'5.4 MI E FROM FIAT.
 LA0830'ABOUT 5.35 MILES EAST ALONG STATE HIGHWAY 18 FROM THE INTERSECTION
 LA0830'OF STATE HIGHWAY 1 AT FIAT, ABOUT 0.35 MILE EAST OF A CROSS ROAD,
 LA0830'ABOUT 0.9 MILE WEST OF A CROSS ROAD, 29 FEET NORTH OF THE CENTER
 LA0830'LINE OF THE HIGHWAY, 122 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LA0830'OF A FARM HOUSE, 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LA0830'LARGE RED BARN, 101 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 LA0830'THE NORTHEAST CORNER OF A FARM HOUSE, 26 FEET EAST OF THE CENTER
 LA0830'LINE OF THE DRIVE TO THE FARM HOUSE, 1.2 FEET SOUTH OF THE FENCE
 LA0830'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0830'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0830'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE METHODIST CHURCH
 LA0830'AT BRYANT BY GOING ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27,
 LA0830'THENCE ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 18.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1173 ***********************************************************************
 JZ1173  DESIGNATION -  U 228
 JZ1173  PID         -  JZ1173
 JZ1173  STATE/COUNTY-  IN/WAYNE
 JZ1173  COUNTRY     -  US
 JZ1173  USGS QUAD   -  WHITEWATER (2019)
 JZ1173
 JZ1173                         *CURRENT SURVEY CONTROL
 JZ1173  ______________________________________________________________________
 JZ1173* NAD 83(1986) POSITION- 39 55 20.     (N) 084 49 53.     (W)   SCALED
 JZ1173* NAVD 88 ORTHO HEIGHT -   338.376 (meters)     1110.16  (feet) ADJUSTED
 JZ1173  ______________________________________________________________________
 JZ1173  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 JZ1173  DYNAMIC HEIGHT  -        338.180 (meters)     1109.51  (feet) COMP
 JZ1173  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 JZ1173
 JZ1173  VERT ORDER      -  SECOND    CLASS 0
 JZ1173
 JZ1173.The horizontal coordinates were scaled from a map and have
 JZ1173.an estimated accuracy of +/- 6 seconds.
 JZ1173
 JZ1173.The orthometric height was determined by differential leveling and
 JZ1173.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1173.in June 1991.
 JZ1173
 JZ1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1173.GEOID18 height accuracy estimate available here.
 JZ1173
 JZ1173.Click photographs - Photos may exist for this station.
 JZ1173
 JZ1173.The dynamic height is computed by dividing the NAVD 88
 JZ1173.geopotential number by the normal gravity value computed on the
 JZ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1173.degrees latitude (g = 980.6199 gals.).
 JZ1173
 JZ1173.The modeled gravity was interpolated from observed gravity values.
 JZ1173
 JZ1173;                    North         East    Units  Estimated Accuracy
 JZ1173;SPC IN E     -   519,220.      171,410.      MT  (+/- 180 meters Scaled)
 JZ1173
 JZ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK853213(NAD 83)
 JZ1173
 JZ1173                          SUPERSEDED SURVEY CONTROL
 JZ1173
 JZ1173  NGVD 29 (??/??/92)  338.516  (m)         1110.61   (f) ADJ UNCH    2 0
 JZ1173
 JZ1173.Superseded values are not recommended for survey control.
 JZ1173
 JZ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1173.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1173
 JZ1173_MARKER: DB = BENCH MARK DISK
 JZ1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1173_SP_SET: ABUTMENT
 JZ1173_STAMPING: U 228 1947
 JZ1173_MARK LOGO: CGS
 JZ1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1173
 JZ1173  HISTORY     - Date     Condition        Report By
 JZ1173  HISTORY     - 1947     MONUMENTED       CGS
 JZ1173  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1173
 JZ1173                          STATION DESCRIPTION
 JZ1173
 JZ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1173'1.6 MI S FROM WHITEWATER.
 JZ1173'1.6 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE CROSSROADS AT
 JZ1173'WHITEWATER, ABOUT 1.9 MILE NORTH OF THE BRIDGE ACROSS MIDDLE
 JZ1173'FORK AT MIDDLEBORO, ABOUT 0.7 MILE SOUTH OF A CROSS ROAD, AT
 JZ1173'THE BOTTOM OF A GRADE, SET IN THE TOP OF THE EAST END OF THE
 JZ1173'NORTH ABUTMENT OF A 10-FOOT CONCRETE BRIDGE, 16 FEET EAST OF
 JZ1173'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET EAST OF THE CONCRETE
 JZ1173'BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ1173
 JZ1173                          STATION RECOVERY (1958)
 JZ1173
 JZ1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0428 ***********************************************************************
 LA0428  DESIGNATION -  U 229
 LA0428  PID         -  LA0428
 LA0428  STATE/COUNTY-  IN/RANDOLPH
 LA0428  COUNTRY     -  US
 LA0428  USGS QUAD   -  LYNN (2019)
 LA0428
 LA0428                         *CURRENT SURVEY CONTROL
 LA0428  ______________________________________________________________________
 LA0428* NAD 83(1986) POSITION- 40 02 56.     (N) 084 52 52.     (W)   SCALED
 LA0428* NAVD 88 ORTHO HEIGHT -   366.430 (meters)     1202.20  (feet) ADJUSTED
 LA0428  ______________________________________________________________________
 LA0428  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 LA0428  DYNAMIC HEIGHT  -        366.227 (meters)     1201.53  (feet) COMP
 LA0428  MODELED GRAVITY -    980,060.7   (mgal)                       NAVD 88
 LA0428
 LA0428  VERT ORDER      -  SECOND    CLASS 0
 LA0428
 LA0428.The horizontal coordinates were scaled from a map and have
 LA0428.an estimated accuracy of +/- 6 seconds.
 LA0428
 LA0428.The orthometric height was determined by differential leveling and
 LA0428.adjusted by the NATIONAL GEODETIC SURVEY
 LA0428.in June 1991.
 LA0428
 LA0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0428.GEOID18 height accuracy estimate available here.
 LA0428
 LA0428.Click photographs - Photos may exist for this station.
 LA0428
 LA0428.The dynamic height is computed by dividing the NAVD 88
 LA0428.geopotential number by the normal gravity value computed on the
 LA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0428.degrees latitude (g = 980.6199 gals.).
 LA0428
 LA0428.The modeled gravity was interpolated from observed gravity values.
 LA0428
 LA0428;                    North         East    Units  Estimated Accuracy
 LA0428;SPC IN E     -   533,240.      167,030.      MT  (+/- 180 meters Scaled)
 LA0428
 LA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK807353(NAD 83)
 LA0428
 LA0428                          SUPERSEDED SURVEY CONTROL
 LA0428
 LA0428  NGVD 29 (??/??/92)  366.567  (m)         1202.65   (f) ADJ UNCH    2 0
 LA0428
 LA0428.Superseded values are not recommended for survey control.
 LA0428
 LA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0428.See file dsdata.pdf to determine how the superseded data were derived.
 LA0428
 LA0428_MARKER: DB = BENCH MARK DISK
 LA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0428_STAMPING: U 229 1947
 LA0428_MARK LOGO: CGS
 LA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0428+STABILITY: SURFACE MOTION
 LA0428
 LA0428  HISTORY     - Date     Condition        Report By
 LA0428  HISTORY     - 1947     MONUMENTED       CGS
 LA0428
 LA0428                          STATION DESCRIPTION
 LA0428
 LA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0428'3.2 MI E FROM LYNN.
 LA0428'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION
 LA0428'OF U.S. HIGHWAY 27 AT LYNN, AT A JOG IN THE HIGHWAY (THE WEST
 LA0428'TANGENT BEING FURTHER SOUTH), AND AT THE CROSSING OF THE CLEVELAND,
 LA0428'CINICINNATI, CHICAGO AND ST. LOUIS RAILWAY, 45 FEET WEST OF THE
 LA0428'CENTER LINE OF THE HIGHWAY, 44 FEET SOUTH OF THE SOUTH RAIL OF
 LA0428'THE TRACK, 316 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILE
 LA0428'POST SPG 66, 26 FEET WEST OF A FENCE CORNER, 1.2 FEET NORTH OF
 LA0428'THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA0428'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0298 ***********************************************************************
 ME0298  DESIGNATION -  U 23
 ME0298  PID         -  ME0298
 ME0298  STATE/COUNTY-  IN/ST JOSEPH
 ME0298  COUNTRY     -  US
 ME0298  USGS QUAD   -  WALKERTON (2019)
 ME0298
 ME0298                         *CURRENT SURVEY CONTROL
 ME0298  ______________________________________________________________________
 ME0298* NAD 83(1986) POSITION- 41 28 08.     (N) 086 29 18.     (W)   SCALED
 ME0298* NAVD 88 ORTHO HEIGHT -   217.681 (meters)      714.18  (feet) ADJUSTED
 ME0298  ______________________________________________________________________
 ME0298  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME0298  DYNAMIC HEIGHT  -        217.595 (meters)      713.89  (feet) COMP
 ME0298  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 ME0298
 ME0298  VERT ORDER      -  SECOND    CLASS 0
 ME0298
 ME0298.The horizontal coordinates were scaled from a map and have
 ME0298.an estimated accuracy of +/- 6 seconds.
 ME0298
 ME0298.The orthometric height was determined by differential leveling and
 ME0298.adjusted by the NATIONAL GEODETIC SURVEY
 ME0298.in June 1991.
 ME0298
 ME0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0298.GEOID18 height accuracy estimate available here.
 ME0298
 ME0298.Click photographs - Photos may exist for this station.
 ME0298
 ME0298.The dynamic height is computed by dividing the NAVD 88
 ME0298.geopotential number by the normal gravity value computed on the
 ME0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0298.degrees latitude (g = 980.6199 gals.).
 ME0298
 ME0298.The modeled gravity was interpolated from observed gravity values.
 ME0298
 ME0298;                    North         East    Units  Estimated Accuracy
 ME0298;SPC IN E     -   690,960.       31,360.      MT  (+/- 180 meters Scaled)
 ME0298
 ME0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL427909(NAD 83)
 ME0298
 ME0298                          SUPERSEDED SURVEY CONTROL
 ME0298
 ME0298  NGVD 29 (??/??/92)  217.790  (m)          714.53   (f) ADJ UNCH    2 0
 ME0298
 ME0298.Superseded values are not recommended for survey control.
 ME0298
 ME0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0298.See file dsdata.pdf to determine how the superseded data were derived.
 ME0298
 ME0298_MARKER: DB = BENCH MARK DISK
 ME0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0298_STAMPING: U 23 1934
 ME0298_MARK LOGO: CGS
 ME0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0298+STABILITY: SURFACE MOTION
 ME0298
 ME0298  HISTORY     - Date     Condition        Report By
 ME0298  HISTORY     - 1934     MONUMENTED       CGS
 ME0298  HISTORY     - 1946     GOOD             CGS
 ME0298  HISTORY     - 1955     SEE DESCRIPTION  INFCC
 ME0298  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0298
 ME0298                          STATION DESCRIPTION
 ME0298
 ME0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0298'AT WALKERTON.
 ME0298'AT WALKERTON, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 11 RAILS
 ME0298'SOUTHWEST OF THE STATION, SET AT THE CROSSING OF U.S. HIGHWAY 6,
 ME0298'151 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET
 ME0298'NORTHEAST OF A SEMAPHORE SIGNAL TOWER, 49 FEET SOUTHEAST AND
 ME0298'ACROSS THE TRACK FROM THE EAST CORNER OF THE PIOWOTY COMPANY
 ME0298'ONION WAREHOUSE, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20
 ME0298'FEET NORTHWEST OF THE CENTER LINE OF A BLACK TOP STREET RUNNING
 ME0298'PARALLEL TO THE RAILROAD, 1.5 FOOT NORTHWEST OF A WHITE WOODEN
 ME0298'WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP
 ME0298'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE CONCRETE
 ME0298'IS CHIPPED FROM ONE CORNER OF THE MARK, APPARENTLY FROM A CAR
 ME0298'RUNNING OFF THE STREET AND HITTING THE MARK, HOWEVER THE MARK IS
 ME0298'SOLID AND HAS APPARENTLY NOT MOVED.
 ME0298
 ME0298                          STATION RECOVERY (1955)
 ME0298
 ME0298'RECOVERY NOTE BY IN FLOOD CONTR COMM 1955
 ME0298'RECOVERED AS DESCRIBED.
 ME0298
 ME0298                          STATION RECOVERY (1985)
 ME0298
 ME0298'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1729 ***********************************************************************
 JZ1729  DESIGNATION -  U 230
 JZ1729  PID         -  JZ1729
 JZ1729  STATE/COUNTY-  IN/WAYNE
 JZ1729  COUNTRY     -  US
 JZ1729  USGS QUAD   -  GREENS FORK (2019)
 JZ1729
 JZ1729                         *CURRENT SURVEY CONTROL
 JZ1729  ______________________________________________________________________
 JZ1729* NAD 83(1986) POSITION- 39 58 31.4    (N) 085 05 19.0    (W)   HD_HELD2
 JZ1729* NAVD 88 ORTHO HEIGHT -   349.129 (meters)     1145.43  (feet) ADJUSTED
 JZ1729  ______________________________________________________________________
 JZ1729  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 JZ1729  DYNAMIC HEIGHT  -        348.933 (meters)     1144.79  (feet) COMP
 JZ1729  MODELED GRAVITY -    980,056.3   (mgal)                       NAVD 88
 JZ1729
 JZ1729  VERT ORDER      -  SECOND    CLASS 0
 JZ1729
 JZ1729.The horizontal coordinates were established by autonomous hand held GPS
 JZ1729.observations and have an estimated accuracy of +/- 10 meters.
 JZ1729
 JZ1729.The orthometric height was determined by differential leveling and
 JZ1729.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1729.in June 1991.
 JZ1729
 JZ1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1729.GEOID18 height accuracy estimate available here.
 JZ1729
 JZ1729.Click photographs - Photos may exist for this station.
 JZ1729
 JZ1729.The dynamic height is computed by dividing the NAVD 88
 JZ1729.geopotential number by the normal gravity value computed on the
 JZ1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1729.degrees latitude (g = 980.6199 gals.).
 JZ1729
 JZ1729.The modeled gravity was interpolated from observed gravity values.
 JZ1729
 JZ1729;                    North         East    Units  Estimated Accuracy
 JZ1729;SPC IN E     -   524,945.      149,379.      MT  (+/- 10 meters HH2 GPS)
 JZ1729
 JZ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6321926775(NAD 83)
 JZ1729
 JZ1729                          SUPERSEDED SURVEY CONTROL
 JZ1729
 JZ1729  NGVD 29 (??/??/92)  349.267  (m)         1145.89   (f) ADJ UNCH    2 0
 JZ1729
 JZ1729.Superseded values are not recommended for survey control.
 JZ1729
 JZ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1729.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1729
 JZ1729_MARKER: DB = BENCH MARK DISK
 JZ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1729_STAMPING: U 230 1947
 JZ1729_MARK LOGO: CGS
 JZ1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1729+STABILITY: SURFACE MOTION
 JZ1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1729+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 JZ1729
 JZ1729  HISTORY     - Date     Condition        Report By
 JZ1729  HISTORY     - 1947     MONUMENTED       CGS
 JZ1729  HISTORY     - 20050629 GOOD             GEOCAC
 JZ1729  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1729
 JZ1729                          STATION DESCRIPTION
 JZ1729
 JZ1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1729'AT ECONOMY.
 JZ1729'AT ECONOMY, ALONG U.S. HIGHWAY 35 AT THE PERRY TOWNSHIP PUBLIC
 JZ1729'SCHOOL, 22 FEET WEST OF THE CENTER LINE OF THE DRIVE WAY TO THE
 JZ1729'SCHOOL, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTH
 JZ1729'OF THE SOUTHEAST CORNER OF THE BUILDING, 99 FEET SOUTHEAST OF THE
 JZ1729'SOUTHWEST CORNER OF THE BUILDING, 2 FEET NORTH OF THE SCHOOL
 JZ1729'YARD FENCE, 13 FEET WEST OF THE WEST GATE POST AT THE ENTRANCE,
 JZ1729'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1729'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1729
 JZ1729                          STATION RECOVERY (2005)
 JZ1729
 JZ1729'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1729'THE SCHOOL WAS RAZED IN 1973.  THIS AREA IS NOW A PARK.
 JZ1729
 JZ1729                          STATION RECOVERY (2017)
 JZ1729
 JZ1729'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 JZ1729'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0300 ***********************************************************************
 LA0300  DESIGNATION -  U 231
 LA0300  PID         -  LA0300
 LA0300  STATE/COUNTY-  IN/RANDOLPH
 LA0300  COUNTRY     -  US
 LA0300  USGS QUAD   -  DEERFIELD (2019)
 LA0300
 LA0300                         *CURRENT SURVEY CONTROL
 LA0300  ______________________________________________________________________
 LA0300* NAD 83(1986) POSITION- 40 18 32.     (N) 084 57 53.     (W)   SCALED
 LA0300* NAVD 88 ORTHO HEIGHT -   303.394 (meters)      995.39  (feet) ADJUSTED
 LA0300  ______________________________________________________________________
 LA0300  GEOID HEIGHT    -        -33.565 (meters)                     GEOID18
 LA0300  DYNAMIC HEIGHT  -        303.239 (meters)      994.88  (feet) COMP
 LA0300  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 LA0300
 LA0300  VERT ORDER      -  SECOND    CLASS 0
 LA0300
 LA0300.The horizontal coordinates were scaled from a map and have
 LA0300.an estimated accuracy of +/- 6 seconds.
 LA0300
 LA0300.The orthometric height was determined by differential leveling and
 LA0300.adjusted by the NATIONAL GEODETIC SURVEY
 LA0300.in June 1991.
 LA0300
 LA0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0300.GEOID18 height accuracy estimate available here.
 LA0300
 LA0300.Click photographs - Photos may exist for this station.
 LA0300
 LA0300.The dynamic height is computed by dividing the NAVD 88
 LA0300.geopotential number by the normal gravity value computed on the
 LA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0300.degrees latitude (g = 980.6199 gals.).
 LA0300
 LA0300.The modeled gravity was interpolated from observed gravity values.
 LA0300
 LA0300;                    North         East    Units  Estimated Accuracy
 LA0300;SPC IN E     -   562,050.      159,670.      MT  (+/- 180 meters Scaled)
 LA0300
 LA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK729640(NAD 83)
 LA0300
 LA0300                          SUPERSEDED SURVEY CONTROL
 LA0300
 LA0300  NGVD 29 (??/??/92)  303.543  (m)          995.87   (f) ADJ UNCH    2 0
 LA0300
 LA0300.Superseded values are not recommended for survey control.
 LA0300
 LA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0300.See file dsdata.pdf to determine how the superseded data were derived.
 LA0300
 LA0300_MARKER: DB = BENCH MARK DISK
 LA0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0300_SP_SET: BRIDGE
 LA0300_STAMPING: U 231 1947
 LA0300_MARK LOGO: CGS
 LA0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0300
 LA0300  HISTORY     - Date     Condition        Report By
 LA0300  HISTORY     - 1947     MONUMENTED       CGS
 LA0300  HISTORY     - 20091028 MARK NOT FOUND   INDOT
 LA0300
 LA0300                          STATION DESCRIPTION
 LA0300
 LA0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0300'3.8 MI W FROM NEW PITTSBURG.
 LA0300'ABOUT 3.75 MILES WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0300'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, ABOUT 0.65 MILE
 LA0300'EAST OF THE JUNCTION OF U.S. HIGHWAY 27, IN THE TOP OF THE
 LA0300'SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL OF A
 LA0300'SINGLE SPAN STEEL TRUSS BRIDGE OVER A DITCH, 210 FEET EAST OF
 LA0300'THE PROLONGED CENTER LINE OF A DRIVE WAY LEADING NORTH TO A TWO
 LA0300'STORY BRICK HOUSE, 16 FEET SOUTH OF AND ABOUT 0.5 FOOT
 LA0300'BELOW THE CENTER LINE OF THE ROAD.
 LA0300
 LA0300                          STATION RECOVERY (2009)
 LA0300
 LA0300'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA0300'STEEL TRUSS BRIDGE OVER DITCH HAS BEEN REPLACED WITH SMALL CONCRETE
 LA0300'STRUCTURE SO MARK LIKELY DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0333 ***********************************************************************
 LA0333  DESIGNATION -  U 232
 LA0333  PID         -  LA0333
 LA0333  STATE/COUNTY-  IN/JAY
 LA0333  COUNTRY     -  US
 LA0333  USGS QUAD   -  FORT RECOVERY (2016)
 LA0333
 LA0333                         *CURRENT SURVEY CONTROL
 LA0333  ______________________________________________________________________
 LA0333* NAD 83(1986) POSITION- 40 25 06.     (N) 084 51 55.     (W)   SCALED
 LA0333* NAVD 88 ORTHO HEIGHT -   282.209 (meters)      925.88  (feet) ADJUSTED
 LA0333  ______________________________________________________________________
 LA0333  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 LA0333  DYNAMIC HEIGHT  -        282.071 (meters)      925.43  (feet) COMP
 LA0333  MODELED GRAVITY -    980,126.3   (mgal)                       NAVD 88
 LA0333
 LA0333  VERT ORDER      -  SECOND    CLASS 0
 LA0333
 LA0333.The horizontal coordinates were scaled from a map and have
 LA0333.an estimated accuracy of +/- 6 seconds.
 LA0333
 LA0333.The orthometric height was determined by differential leveling and
 LA0333.adjusted by the NATIONAL GEODETIC SURVEY
 LA0333.in June 1991.
 LA0333
 LA0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0333.GEOID18 height accuracy estimate available here.
 LA0333
 LA0333.Click photographs - Photos may exist for this station.
 LA0333
 LA0333.The dynamic height is computed by dividing the NAVD 88
 LA0333.geopotential number by the normal gravity value computed on the
 LA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0333.degrees latitude (g = 980.6199 gals.).
 LA0333
 LA0333.The modeled gravity was interpolated from observed gravity values.
 LA0333
 LA0333;                    North         East    Units  Estimated Accuracy
 LA0333;SPC IN E     -   574,280.      168,010.      MT  (+/- 180 meters Scaled)
 LA0333
 LA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK811763(NAD 83)
 LA0333
 LA0333                          SUPERSEDED SURVEY CONTROL
 LA0333
 LA0333  NGVD 29 (??/??/92)  282.361  (m)          926.38   (f) ADJ UNCH    2 0
 LA0333
 LA0333.Superseded values are not recommended for survey control.
 LA0333
 LA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0333.See file dsdata.pdf to determine how the superseded data were derived.
 LA0333
 LA0333_MARKER: DB = BENCH MARK DISK
 LA0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0333_SP_SET: ABUTMENT
 LA0333_STAMPING: U 232 1947
 LA0333_MARK LOGO: CGS
 LA0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0333
 LA0333  HISTORY     - Date     Condition        Report By
 LA0333  HISTORY     - 1947     MONUMENTED       CGS
 LA0333
 LA0333                          STATION DESCRIPTION
 LA0333
 LA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0333'6.4 MI E FROM PORTLAND.
 LA0333'ABOUT 6.4 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0333'RAILROAD FROM THE STATION AT PORTLAND, ABOUT 1.7 MILES EAST OF THE
 LA0333'SIDING AT BRICE, ABOUT 0.1 MILE WEST OF A BLACK TOP ROAD CROSSING,
 LA0333'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 LA0333'RAILROAD BRIDGE NO. 333, 8 FEET SOUTH OF THE SOUTH RAIL, AND 1.5
 LA0333'FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0950 ***********************************************************************
 ME0950  DESIGNATION -  U 233
 ME0950  PID         -  ME0950
 ME0950  STATE/COUNTY-  IN/LAKE
 ME0950  COUNTRY     -  US
 ME0950  USGS QUAD   -  GARY (2019)
 ME0950
 ME0950                         *CURRENT SURVEY CONTROL
 ME0950  ______________________________________________________________________
 ME0950* NAD 83(1986) POSITION- 41 34 23.     (N) 087 21 23.     (W)   SCALED
 ME0950* NAVD 88 ORTHO HEIGHT -   182.831 (meters)      599.84  (feet) ADJUSTED
 ME0950  ______________________________________________________________________
 ME0950  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 ME0950  DYNAMIC HEIGHT  -        182.763 (meters)      599.61  (feet) COMP
 ME0950  MODELED GRAVITY -    980,244.8   (mgal)                       NAVD 88
 ME0950
 ME0950  VERT ORDER      -  SECOND    CLASS 0
 ME0950
 ME0950.The horizontal coordinates were scaled from a map and have
 ME0950.an estimated accuracy of +/- 6 seconds.
 ME0950
 ME0950.The orthometric height was determined by differential leveling and
 ME0950.adjusted by the NATIONAL GEODETIC SURVEY
 ME0950.in June 1991.
 ME0950
 ME0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0950.GEOID18 height accuracy estimate available here.
 ME0950
 ME0950.Click photographs - Photos may exist for this station.
 ME0950
 ME0950.The dynamic height is computed by dividing the NAVD 88
 ME0950.geopotential number by the normal gravity value computed on the
 ME0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0950.degrees latitude (g = 980.6199 gals.).
 ME0950
 ME0950.The modeled gravity was interpolated from observed gravity values.
 ME0950
 ME0950;                    North         East    Units  Estimated Accuracy
 ME0950;SPC IN W     -   702,240.      877,230.      MT  (+/- 180 meters Scaled)
 ME0950
 ME0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM702024(NAD 83)
 ME0950
 ME0950                          SUPERSEDED SURVEY CONTROL
 ME0950
 ME0950  NGVD 29 (??/??/92)  182.934  (m)          600.18   (f) ADJ UNCH    2 0
 ME0950
 ME0950.Superseded values are not recommended for survey control.
 ME0950
 ME0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0950.See file dsdata.pdf to determine how the superseded data were derived.
 ME0950
 ME0950_MARKER: DB = BENCH MARK DISK
 ME0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0950_STAMPING: U 233 1947
 ME0950_MARK LOGO: CGS
 ME0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0950+STABILITY: SURFACE MOTION
 ME0950
 ME0950  HISTORY     - Date     Condition        Report By
 ME0950  HISTORY     - 1947     MONUMENTED       CGS
 ME0950  HISTORY     - 1955     GOOD             CGS
 ME0950  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0950
 ME0950                          STATION DESCRIPTION
 ME0950
 ME0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0950'AT GARY.
 ME0950'AT GARY, ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS
 ME0950'INTERSECTION WITH STATE HIGHWAY 53 THENCE ABOUT 1.8 MILES
 ME0950'NORTH ALONG GRANT STREET, SET IN THE SOUTHWEST QUARTER OF THE
 ME0950'INTERSECTION OF GRANT STREET AND 25TH AVENUE, 92 FEET WEST OF THE
 ME0950'CENTER LINE OF GRANT STREET, 33 FEET SOUTH OF THE CENTER LINE
 ME0950'OF 25TH AVENUE, 8 FEET WEST OF A POWER POLE, 2 FEET EAST OF A
 ME0950'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 ME0950'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME0950'NOTE-- THE POWER POLE HAS BEEN MOVED AWAY, THERE IS NO WITNESS
 ME0950'POST, AND THE CONCRETE POST PROJECTS 0.2 FOOT ABOVE AN ASPHALT
 ME0950'DRIVEWAY AT A DRIVE-IN EATING PLACE.
 ME0950
 ME0950                          STATION RECOVERY (1955)
 ME0950
 ME0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 ME0950'RECOVERED IN GOOD CONDITION.
 ME0950
 ME0950                          STATION RECOVERY (1990)
 ME0950
 ME0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0950'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1275 ***********************************************************************
 LA1275  DESIGNATION -  U 234
 LA1275  PID         -  LA1275
 LA1275  STATE/COUNTY-  IN/MADISON
 LA1275  COUNTRY     -  US
 LA1275  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1275
 LA1275                         *CURRENT SURVEY CONTROL
 LA1275  ______________________________________________________________________
 LA1275* NAD 83(1986) POSITION- 40 02 02.     (N) 085 43 54.     (W)   SCALED
 LA1275* NAVD 88 ORTHO HEIGHT -   268.767 (meters)      881.78  (feet) ADJUSTED
 LA1275  ______________________________________________________________________
 LA1275  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 LA1275  DYNAMIC HEIGHT  -        268.619 (meters)      881.29  (feet) COMP
 LA1275  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 LA1275
 LA1275  VERT ORDER      -  FIRST     CLASS II
 LA1275
 LA1275.The horizontal coordinates were scaled from a map and have
 LA1275.an estimated accuracy of +/- 6 seconds.
 LA1275
 LA1275.The orthometric height was determined by differential leveling and
 LA1275.adjusted by the NATIONAL GEODETIC SURVEY
 LA1275.in June 1991.
 LA1275
 LA1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1275.GEOID18 height accuracy estimate available here.
 LA1275
 LA1275.Click photographs - Photos may exist for this station.
 LA1275
 LA1275.The dynamic height is computed by dividing the NAVD 88
 LA1275.geopotential number by the normal gravity value computed on the
 LA1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1275.degrees latitude (g = 980.6199 gals.).
 LA1275
 LA1275.The modeled gravity was interpolated from observed gravity values.
 LA1275
 LA1275;                    North         East    Units  Estimated Accuracy
 LA1275;SPC IN E     -   531,280.       94,450.      MT  (+/- 180 meters Scaled)
 LA1275
 LA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK082322(NAD 83)
 LA1275
 LA1275                          SUPERSEDED SURVEY CONTROL
 LA1275
 LA1275  NGVD 29 (??/??/92)  268.901  (m)          882.22   (f) ADJ UNCH    1 2
 LA1275
 LA1275.Superseded values are not recommended for survey control.
 LA1275
 LA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1275.See file dsdata.pdf to determine how the superseded data were derived.
 LA1275
 LA1275_MARKER: DB = BENCH MARK DISK
 LA1275_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1275+WITH SETTING: PAVEMENT
 LA1275_SP_SET: TOWER BASE
 LA1275_STAMPING: U 234 1947
 LA1275_MARK LOGO: CGS
 LA1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1275+STABILITY: SURFACE MOTION
 LA1275
 LA1275  HISTORY     - Date     Condition        Report By
 LA1275  HISTORY     - 1947     MONUMENTED       CGS
 LA1275
 LA1275                          STATION DESCRIPTION
 LA1275
 LA1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1275'2.3 MI NE FROM PENDLETON.
 LA1275'ABOUT 2.3 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1275'FROM THE STATION AT PENDLETON, AT POLE 253/15, SET IN THE TOP
 LA1275'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE SIGNAL
 LA1275'TOWER NO. 2532, 6.5 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL
 LA1275'WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0283 ***********************************************************************
 KA0283  DESIGNATION -  U 235
 KA0283  PID         -  KA0283
 KA0283  STATE/COUNTY-  IN/MARION
 KA0283  COUNTRY     -  US
 KA0283  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0283
 KA0283                         *CURRENT SURVEY CONTROL
 KA0283  ______________________________________________________________________
 KA0283* NAD 83(1986) POSITION- 39 47 52.     (N) 086 06 32.     (W)   SCALED
 KA0283* NAVD 88 ORTHO HEIGHT -   238.712 (meters)      783.17  (feet) ADJUSTED
 KA0283  ______________________________________________________________________
 KA0283  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 KA0283  DYNAMIC HEIGHT  -        238.579 (meters)      782.74  (feet) COMP
 KA0283  MODELED GRAVITY -    980,063.2   (mgal)                       NAVD 88
 KA0283
 KA0283  VERT ORDER      -  FIRST     CLASS II
 KA0283
 KA0283.The horizontal coordinates were scaled from a map and have
 KA0283.an estimated accuracy of +/- 6 seconds.
 KA0283
 KA0283.The orthometric height was determined by differential leveling and
 KA0283.adjusted by the NATIONAL GEODETIC SURVEY
 KA0283.in June 1991.
 KA0283
 KA0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0283.GEOID18 height accuracy estimate available here.
 KA0283
 KA0283.Click photographs - Photos may exist for this station.
 KA0283
 KA0283.The dynamic height is computed by dividing the NAVD 88
 KA0283.geopotential number by the normal gravity value computed on the
 KA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0283.degrees latitude (g = 980.6199 gals.).
 KA0283
 KA0283.The modeled gravity was interpolated from observed gravity values.
 KA0283
 KA0283;                    North         East    Units  Estimated Accuracy
 KA0283;SPC IN E     -   505,160.       62,130.      MT  (+/- 180 meters Scaled)
 KA0283
 KA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK762056(NAD 83)
 KA0283
 KA0283                          SUPERSEDED SURVEY CONTROL
 KA0283
 KA0283  NGVD 29 (??/??/92)  238.852  (m)          783.63   (f) ADJ UNCH    1 2
 KA0283
 KA0283.Superseded values are not recommended for survey control.
 KA0283
 KA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0283.See file dsdata.pdf to determine how the superseded data were derived.
 KA0283
 KA0283_MARKER: DB = BENCH MARK DISK
 KA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0283_STAMPING: U 235 1947
 KA0283_MARK LOGO: CGS
 KA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0283+STABILITY: SURFACE MOTION
 KA0283
 KA0283  HISTORY     - Date     Condition        Report By
 KA0283  HISTORY     - 1947     MONUMENTED       CGS
 KA0283  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA0283
 KA0283                          STATION DESCRIPTION
 KA0283
 KA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0283'AT INDIANAPOLIS.
 KA0283'AT INDIANAPOLIS, ABOUT 3.95 MILES NORTH ALONG THE NEW YORK
 KA0283'CENTRAL RAILROAD FROM THE UNION STATION, 45 FEET SOUTHEAST AND
 KA0283'ACROSS THE TRACK FROM MILE POST 280, 57.5 FEET WEST AND ACROSS
 KA0283'MASS. AVE. FROM THE WEST CORNER OF THE OFFICE BUILDING OF THE
 KA0283'HOOSIER VENEER CO., 23.5 FEET NORTHWEST OF THE CENTER LINE OF
 KA0283'MASSACHUSETTS AVE., 15.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 KA0283'1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 KA0283'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0283'INCHES.
 KA0283
 KA0283                          STATION RECOVERY (1995)
 KA0283
 KA0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0258 ***********************************************************************
 KA0258  DESIGNATION -  U 236
 KA0258  PID         -  KA0258
 KA0258  STATE/COUNTY-  IN/MARION
 KA0258  COUNTRY     -  US
 KA0258  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0258
 KA0258                         *CURRENT SURVEY CONTROL
 KA0258  ______________________________________________________________________
 KA0258* NAD 83(1986) POSITION- 39 51 44.     (N) 086 00 37.     (W)   SCALED
 KA0258* NAVD 88 ORTHO HEIGHT -   254.897 (meters)      836.27  (feet) ADJUSTED
 KA0258  ______________________________________________________________________
 KA0258  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 KA0258  DYNAMIC HEIGHT  -        254.754 (meters)      835.81  (feet) COMP
 KA0258  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 KA0258
 KA0258  VERT ORDER      -  SECOND    CLASS 0
 KA0258
 KA0258.The horizontal coordinates were scaled from a map and have
 KA0258.an estimated accuracy of +/- 6 seconds.
 KA0258
 KA0258.The orthometric height was determined by differential leveling and
 KA0258.adjusted by the NATIONAL GEODETIC SURVEY
 KA0258.in June 1991.
 KA0258
 KA0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0258.GEOID18 height accuracy estimate available here.
 KA0258
 KA0258.Click photographs - Photos may exist for this station.
 KA0258
 KA0258.The dynamic height is computed by dividing the NAVD 88
 KA0258.geopotential number by the normal gravity value computed on the
 KA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0258.degrees latitude (g = 980.6199 gals.).
 KA0258
 KA0258.The modeled gravity was interpolated from observed gravity values.
 KA0258
 KA0258;                    North         East    Units  Estimated Accuracy
 KA0258;SPC IN E     -   512,280.       70,600.      MT  (+/- 180 meters Scaled)
 KA0258
 KA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK846129(NAD 83)
 KA0258
 KA0258                          SUPERSEDED SURVEY CONTROL
 KA0258
 KA0258  NGVD 29 (??/??/92)  255.035  (m)          836.73   (f) ADJ UNCH    2 0
 KA0258
 KA0258.Superseded values are not recommended for survey control.
 KA0258
 KA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0258.See file dsdata.pdf to determine how the superseded data were derived.
 KA0258
 KA0258_MARKER: DB = BENCH MARK DISK
 KA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0258_STAMPING: U 236 1947
 KA0258_MARK LOGO: CGS
 KA0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0258+STABILITY: SURFACE MOTION
 KA0258
 KA0258  HISTORY     - Date     Condition        Report By
 KA0258  HISTORY     - 1947     MONUMENTED       CGS
 KA0258  HISTORY     - 1973     GOOD             NGS
 KA0258  HISTORY     - 19880730 MARK NOT FOUND   LOCENG
 KA0258
 KA0258                          STATION DESCRIPTION
 KA0258
 KA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0258'0.9 MI N FROM FORT BENJAMIN HARRISON.
 KA0258'ABOUT 0.9 MILE NORTH ALONG GREEN AVENUE FROM THE NEW YORK CENTRAL
 KA0258'RAILROAD STATION AT FORT BENJAMIN HARRISON, AT THE INTERSECTION
 KA0258'OF SHAFTER AVENUE, 26.5 FEET EAST OF THE CENTER LINE OF GREEN
 KA0258'AVENUE, 56 FEET SOUTH OF THE CENTER LINE OF SHAFTER AVE. 10 FEET
 KA0258'SOUTH OF A LAMP STANDARD, 4.2 FEET WEST OF THE WEST EDGE OF A
 KA0258'NORTH-SOUTH SIDE WALK ALONG THE EAST SIDE OF GREEN AVE., 1 FOOT
 KA0258'ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 KA0258'FLUSH WITH THE GROUND.
 KA0258
 KA0258                          STATION RECOVERY (1973)
 KA0258
 KA0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0258'RECOVERED IN GOOD CONDITION.
 KA0258
 KA0258                          STATION RECOVERY (1988)
 KA0258
 KA0258'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2350 ***********************************************************************
 JZ2350  DESIGNATION -  U 238
 JZ2350  PID         -  JZ2350
 JZ2350  STATE/COUNTY-  IN/SHELBY
 JZ2350  COUNTRY     -  US
 JZ2350  USGS QUAD   -  ACTON (2019)
 JZ2350
 JZ2350                         *CURRENT SURVEY CONTROL
 JZ2350  ______________________________________________________________________
 JZ2350* NAD 83(1986) POSITION- 39 38 18.1    (N) 085 56 31.5    (W)   HD_HELD2
 JZ2350* NAVD 88 ORTHO HEIGHT -   236.221 (meters)      775.00  (feet) ADJUSTED
 JZ2350  ______________________________________________________________________
 JZ2350  GEOID HEIGHT    -        -33.647 (meters)                     GEOID18
 JZ2350  DYNAMIC HEIGHT  -        236.087 (meters)      774.56  (feet) COMP
 JZ2350  MODELED GRAVITY -    980,054.5   (mgal)                       NAVD 88
 JZ2350
 JZ2350  VERT ORDER      -  FIRST     CLASS II
 JZ2350
 JZ2350.The horizontal coordinates were established by autonomous hand held GPS
 JZ2350.observations and have an estimated accuracy of +/- 10 meters.
 JZ2350
 JZ2350.The orthometric height was determined by differential leveling and
 JZ2350.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2350.in June 1991.
 JZ2350
 JZ2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2350.GEOID18 height accuracy estimate available here.
 JZ2350
 JZ2350.Click photographs - Photos may exist for this station.
 JZ2350
 JZ2350.The dynamic height is computed by dividing the NAVD 88
 JZ2350.geopotential number by the normal gravity value computed on the
 JZ2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2350.degrees latitude (g = 980.6199 gals.).
 JZ2350
 JZ2350.The modeled gravity was interpolated from observed gravity values.
 JZ2350
 JZ2350;                    North         East    Units  Estimated Accuracy
 JZ2350;SPC IN E     -   487,402.       76,358.      MT  (+/- 10 meters HH2 GPS)
 JZ2350
 JZ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9077888154(NAD 83)
 JZ2350
 JZ2350                          SUPERSEDED SURVEY CONTROL
 JZ2350
 JZ2350  NGVD 29 (??/??/92)  236.354  (m)          775.44   (f) ADJ UNCH    1 2
 JZ2350
 JZ2350.Superseded values are not recommended for survey control.
 JZ2350
 JZ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2350.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2350
 JZ2350_MARKER: DB = BENCH MARK DISK
 JZ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2350_STAMPING: U 238 1947
 JZ2350_MARK LOGO: CGS
 JZ2350_PROJECTION: PROJECTING 4 CENTIMETERS
 JZ2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2350+STABILITY: SURFACE MOTION
 JZ2350
 JZ2350  HISTORY     - Date     Condition        Report By
 JZ2350  HISTORY     - 1947     MONUMENTED       CGS
 JZ2350  HISTORY     - 1986     GOOD             NGS
 JZ2350
 JZ2350                          STATION DESCRIPTION
 JZ2350
 JZ2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2350'1.8 MI SE FROM ACTON.
 JZ2350'ABOUT 1.75 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2350'FROM THE STATION AT ACTON, AT A BLACK TOP ROAD CROSSING AT
 JZ2350'BROOKFIELD, 62.5 FEET NORTHEAST AND ACROSS THE TRACK FROM POLE
 JZ2350'94/35, 36 FEET NORTHEAST OF THE NORTHEAST RAIL, 21.5 FEET
 JZ2350'SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 3 FEET
 JZ2350'SOUTHEAST OF A CONCRETE FENCE CORNER POST, 1.5 FEET SOUTHWEST
 JZ2350'OF THE R/W FENCE LINE, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 JZ2350'WITNESS POST, ABOUT 2.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JZ2350'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2350
 JZ2350                          STATION RECOVERY (1986)
 JZ2350
 JZ2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2350'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.4 KM
 JZ2350'(9.55 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION
 JZ2350'WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, THENCE 2.7 KM
 JZ2350'(1.7 MI) SOUTH ALONG COUNTY ROAD 850 WEST, 13.4 M (44.0 FT) NORTHEAST
 JZ2350'OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 6.6 M (21.7 FT) SOUTHEAST OF
 JZ2350'THE CENTER OF COUNTY ROAD 800 NORTH, 0.9 M (3.0 FT) SOUTHEAST OF A
 JZ2350'FENCE CORNER, AND 0.5 M (1.6 FT) SOUTHWEST OF A FENCE.
 JZ2350'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JZ2350'THE MARK IS 0.6 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2563 ***********************************************************************
 JZ2563  DESIGNATION -  U 239
 JZ2563  PID         -  JZ2563
 JZ2563  STATE/COUNTY-  IN/SHELBY
 JZ2563  COUNTRY     -  US
 JZ2563  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2563
 JZ2563                         *CURRENT SURVEY CONTROL
 JZ2563  ______________________________________________________________________
 JZ2563* NAD 83(1986) POSITION- 39 34 20.     (N) 085 40 30.     (W)   SCALED
 JZ2563* NAVD 88 ORTHO HEIGHT -   251.704 (meters)      825.80  (feet) ADJUSTED
 JZ2563  ______________________________________________________________________
 JZ2563  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 JZ2563  DYNAMIC HEIGHT  -        251.554 (meters)      825.31  (feet) COMP
 JZ2563  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ2563
 JZ2563  VERT ORDER      -  SECOND    CLASS 0
 JZ2563
 JZ2563.The horizontal coordinates were scaled from a map and have
 JZ2563.an estimated accuracy of +/- 6 seconds.
 JZ2563
 JZ2563.The orthometric height was determined by differential leveling and
 JZ2563.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2563.in June 1991.
 JZ2563
 JZ2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2563.GEOID18 height accuracy estimate available here.
 JZ2563
 JZ2563.Click photographs - Photos may exist for this station.
 JZ2563
 JZ2563.The dynamic height is computed by dividing the NAVD 88
 JZ2563.geopotential number by the normal gravity value computed on the
 JZ2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2563.degrees latitude (g = 980.6199 gals.).
 JZ2563
 JZ2563.The modeled gravity was interpolated from observed gravity values.
 JZ2563
 JZ2563;                    North         East    Units  Estimated Accuracy
 JZ2563;SPC IN E     -   480,020.       99,280.      MT  (+/- 180 meters Scaled)
 JZ2563
 JZ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ138811(NAD 83)
 JZ2563
 JZ2563                          SUPERSEDED SURVEY CONTROL
 JZ2563
 JZ2563  NGVD 29 (??/??/92)  251.825  (m)          826.20   (f) ADJ UNCH    2 0
 JZ2563
 JZ2563.Superseded values are not recommended for survey control.
 JZ2563
 JZ2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2563.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2563
 JZ2563_MARKER: DB = BENCH MARK DISK
 JZ2563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2563_SP_SET: CULVERT HEADWALL
 JZ2563_STAMPING: U 239 1947
 JZ2563_MARK LOGO: CGS
 JZ2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2563+STABILITY: SURFACE MOTION
 JZ2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2563+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2012
 JZ2563
 JZ2563  HISTORY     - Date     Condition        Report By
 JZ2563  HISTORY     - 1947     MONUMENTED       CGS
 JZ2563  HISTORY     - 20120901 GOOD             USI
 JZ2563  HISTORY     - 20220920 MARK NOT FOUND   INDOT
 JZ2563
 JZ2563                          STATION DESCRIPTION
 JZ2563
 JZ2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2563'1.5 MI N FROM RAYS CROSSING.
 JZ2563'ABOUT 1.5 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2563'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, AT THE
 JZ2563'JUNCTION WITH A GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE
 JZ2563'CENTER OF THE WEST HEADWALL OF A 2-FOOT CONCRETE BOX CULVERT
 JZ2563'UNDER THE MAIN ROAD, 13.5 FEET WEST OF THE CENTER LINE OF THE MAIN
 JZ2563'ROAD, 21 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE SIDE ROAD
 JZ2563'EAST, 7.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER B 2/1, ABOUT
 JZ2563'1 FOOT ABOVE ROAD LEVEL.
 JZ2563
 JZ2563                          STATION RECOVERY (2012)
 JZ2563
 JZ2563'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (CHS)
 JZ2563'RECOVERED IN GOOD CONDITION.
 JZ2563
 JZ2563                          STATION RECOVERY (2022)
 JZ2563
 JZ2563'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2563'THE HEADWALL THAT THE MARK WAS ORIGINALLY SET IN WAS BURIED AND MOST
 JZ2563'LIKELY TOO DEEP TO RECOVER WHEN THE ROAD WAS RELOCATED.  THIS
 JZ2563'ACCORDING TO TESTIMONY OF THE CURRENT RESIDENT OF THE PROPERTY AT 3170
 JZ2563'N COUNTY ROAD 575 E, SHELBYVILLE, IN 46176.  THE MARK WOULD HAVE BEEN
 JZ2563'LOCATED ON THIS PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1353 ***********************************************************************
 ME1353  DESIGNATION -  U 24
 ME1353  PID         -  ME1353
 ME1353  STATE/COUNTY-  IN/JASPER
 ME1353  COUNTRY     -  US
 ME1353  USGS QUAD   -  DEMOTTE (2019)
 ME1353
 ME1353                         *CURRENT SURVEY CONTROL
 ME1353  ______________________________________________________________________
 ME1353* NAD 83(1986) POSITION- 41 11 42.     (N) 087 11 55.     (W)   SCALED
 ME1353* NAVD 88 ORTHO HEIGHT -   203.383 (meters)      667.27  (feet) ADJUSTED
 ME1353  ______________________________________________________________________
 ME1353  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME1353  DYNAMIC HEIGHT  -        203.296 (meters)      666.98  (feet) COMP
 ME1353  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 ME1353
 ME1353  VERT ORDER      -  SECOND    CLASS 0
 ME1353
 ME1353.The horizontal coordinates were scaled from a map and have
 ME1353.an estimated accuracy of +/- 6 seconds.
 ME1353
 ME1353.The orthometric height was determined by differential leveling and
 ME1353.adjusted by the NATIONAL GEODETIC SURVEY
 ME1353.in June 1991.
 ME1353
 ME1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1353.GEOID18 height accuracy estimate available here.
 ME1353
 ME1353.Click photographs - Photos may exist for this station.
 ME1353
 ME1353.The dynamic height is computed by dividing the NAVD 88
 ME1353.geopotential number by the normal gravity value computed on the
 ME1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1353.degrees latitude (g = 980.6199 gals.).
 ME1353
 ME1353.The modeled gravity was interpolated from observed gravity values.
 ME1353
 ME1353;                    North         East    Units  Estimated Accuracy
 ME1353;SPC IN W     -   660,220.      890,330.      MT  (+/- 180 meters Scaled)
 ME1353
 ME1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL833604(NAD 83)
 ME1353
 ME1353                          SUPERSEDED SURVEY CONTROL
 ME1353
 ME1353  NGVD 29 (??/??/92)  203.471  (m)          667.55   (f) ADJ UNCH    2 0
 ME1353
 ME1353.Superseded values are not recommended for survey control.
 ME1353
 ME1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1353.See file dsdata.pdf to determine how the superseded data were derived.
 ME1353
 ME1353_MARKER: DB = BENCH MARK DISK
 ME1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1353_STAMPING: U 24 1934
 ME1353_MARK LOGO: CGS
 ME1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1353+STABILITY: SURFACE MOTION
 ME1353
 ME1353  HISTORY     - Date     Condition        Report By
 ME1353  HISTORY     - 1934     MONUMENTED       CGS
 ME1353  HISTORY     - 1946     GOOD             CGS
 ME1353  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1353  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1353  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1353
 ME1353                          STATION DESCRIPTION
 ME1353
 ME1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1353'AT DEMOTTE.
 ME1353'AT DEMOTTE, ABOUT 6 RAILS EAST OF THE NEW YORK CENTRAL RAILROAD
 ME1353'STATION, AT THE INTERSECTION OF THE RAILROAD AND STATE HIGHWAY
 ME1353'53, 32.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 41 FEET
 ME1353'WEST OF THE CENTER LINE OF THE HIGHWAY, ACROSS THE TRACK FROM
 ME1353'POLE NUMBER 65/23, 3 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 ME1353'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1353'PROJECTING ABOUT 2 INCHES.
 ME1353
 ME1353                          STATION RECOVERY (1989)
 ME1353
 ME1353'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1353'MARK NOT FOUND.
 ME1353
 ME1353                          STATION RECOVERY (2008)
 ME1353
 ME1353'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1353'MARK NOT FOUND.
 ME1353
 ME1353                          STATION RECOVERY (2012)
 ME1353
 ME1353'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2482 ***********************************************************************
 JZ2482  DESIGNATION -  U 240
 JZ2482  PID         -  JZ2482
 JZ2482  STATE/COUNTY-  IN/HANCOCK
 JZ2482  COUNTRY     -  US
 JZ2482  USGS QUAD   -  INGALLS (2019)
 JZ2482
 JZ2482                         *CURRENT SURVEY CONTROL
 JZ2482  ______________________________________________________________________
 JZ2482* NAD 83(1986) POSITION- 39 54 52.6    (N) 085 50 35.8    (W)   HD_HELD2
 JZ2482* NAVD 88 ORTHO HEIGHT -   261.700 (meters)      858.59  (feet) ADJUSTED
 JZ2482  ______________________________________________________________________
 JZ2482  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2482  DYNAMIC HEIGHT  -        261.553 (meters)      858.11  (feet) COMP
 JZ2482  MODELED GRAVITY -    980,058.7   (mgal)                       NAVD 88
 JZ2482
 JZ2482  VERT ORDER      -  SECOND    CLASS 0
 JZ2482
 JZ2482.The horizontal coordinates were established by autonomous hand held GPS
 JZ2482.observations and have an estimated accuracy of +/- 10 meters.
 JZ2482
 JZ2482.The orthometric height was determined by differential leveling and
 JZ2482.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2482.in June 1991.
 JZ2482
 JZ2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2482.GEOID18 height accuracy estimate available here.
 JZ2482
 JZ2482.Click photographs - Photos may exist for this station.
 JZ2482
 JZ2482.The dynamic height is computed by dividing the NAVD 88
 JZ2482.geopotential number by the normal gravity value computed on the
 JZ2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2482.degrees latitude (g = 980.6199 gals.).
 JZ2482
 JZ2482.The modeled gravity was interpolated from observed gravity values.
 JZ2482
 JZ2482;                    North         East    Units  Estimated Accuracy
 JZ2482;SPC IN E     -   518,052.       84,900.      MT  (+/- 10 meters HH2 GPS)
 JZ2482
 JZ2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9886118920(NAD 83)
 JZ2482
 JZ2482                          SUPERSEDED SURVEY CONTROL
 JZ2482
 JZ2482  NGVD 29 (??/??/92)  261.829  (m)          859.02   (f) ADJ UNCH    2 0
 JZ2482
 JZ2482.Superseded values are not recommended for survey control.
 JZ2482
 JZ2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2482.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2482
 JZ2482_MARKER: DB = BENCH MARK DISK
 JZ2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2482_STAMPING: U 240 1947
 JZ2482_MARK LOGO: CGS
 JZ2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2482+STABILITY: SURFACE MOTION
 JZ2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2482+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2482
 JZ2482  HISTORY     - Date     Condition        Report By
 JZ2482  HISTORY     - 1947     MONUMENTED       CGS
 JZ2482  HISTORY     - 1974     GOOD             NGS
 JZ2482  HISTORY     - 20090203 GOOD             IN-059
 JZ2482
 JZ2482                          STATION DESCRIPTION
 JZ2482
 JZ2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2482'1.2 MI S FROM FORTVILLE.
 JZ2482'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE
 JZ2482'INTERSECTION WITH STATE HIGHWAY 67 AT FORTVILLE, THENCE 0.6
 JZ2482'MILE SOUTH ALONG A PAVED ROAD, IN THE SOUTHEAST QUARTER OF AN
 JZ2482'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 41 FEET SOUTH OF
 JZ2482'THE CENTER LINE OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 JZ2482'CENTER LINE OF THE PAVED ROAD, 24 FEET SOUTH OF A FENCE CORNER,
 JZ2482'9.5 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE, 2
 JZ2482'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2482'ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2482'5 INCHES.
 JZ2482
 JZ2482                          STATION RECOVERY (1974)
 JZ2482
 JZ2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JZ2482'RECOVERED IN GOOD CONDITION.
 JZ2482
 JZ2482                          STATION RECOVERY (2009)
 JZ2482
 JZ2482'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2454 ***********************************************************************
 JZ2454  DESIGNATION -  U 241
 JZ2454  PID         -  JZ2454
 JZ2454  STATE/COUNTY-  IN/HANCOCK
 JZ2454  COUNTRY     -  US
 JZ2454  USGS QUAD   -  PENDLETON (2019)
 JZ2454
 JZ2454                         *CURRENT SURVEY CONTROL
 JZ2454  ______________________________________________________________________
 JZ2454* NAD 83(1986) POSITION- 39 54 06.     (N) 085 40 38.     (W)   SCALED
 JZ2454* NAVD 88 ORTHO HEIGHT -   287.918 (meters)      944.61  (feet) ADJUSTED
 JZ2454  ______________________________________________________________________
 JZ2454  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 JZ2454  DYNAMIC HEIGHT  -        287.755 (meters)      944.08  (feet) COMP
 JZ2454  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 JZ2454
 JZ2454  VERT ORDER      -  SECOND    CLASS 0
 JZ2454
 JZ2454.The horizontal coordinates were scaled from a map and have
 JZ2454.an estimated accuracy of +/- 6 seconds.
 JZ2454
 JZ2454.The orthometric height was determined by differential leveling and
 JZ2454.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2454.in June 1991.
 JZ2454
 JZ2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2454.GEOID18 height accuracy estimate available here.
 JZ2454
 JZ2454.Click photographs - Photos may exist for this station.
 JZ2454
 JZ2454.The dynamic height is computed by dividing the NAVD 88
 JZ2454.geopotential number by the normal gravity value computed on the
 JZ2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2454.degrees latitude (g = 980.6199 gals.).
 JZ2454
 JZ2454.The modeled gravity was interpolated from observed gravity values.
 JZ2454
 JZ2454;                    North         East    Units  Estimated Accuracy
 JZ2454;SPC IN E     -   516,600.       99,100.      MT  (+/- 180 meters Scaled)
 JZ2454
 JZ2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK130176(NAD 83)
 JZ2454
 JZ2454                          SUPERSEDED SURVEY CONTROL
 JZ2454
 JZ2454  NGVD 29 (??/??/92)  288.043  (m)          945.02   (f) ADJ UNCH    2 0
 JZ2454
 JZ2454.Superseded values are not recommended for survey control.
 JZ2454
 JZ2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2454.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2454
 JZ2454_MARKER: DB = BENCH MARK DISK
 JZ2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2454_STAMPING: U 241 1947
 JZ2454_MARK LOGO: CGS
 JZ2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2454+STABILITY: SURFACE MOTION
 JZ2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2454+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2454
 JZ2454  HISTORY     - Date     Condition        Report By
 JZ2454  HISTORY     - 1947     MONUMENTED       CGS
 JZ2454  HISTORY     - 20090203 GOOD             IN-059
 JZ2454
 JZ2454                          STATION DESCRIPTION
 JZ2454
 JZ2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2454'5.1 MI E FROM EDEN.
 JZ2454'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 234 FROM THE INTERSECTION
 JZ2454'WITH STATE HIGHWAY 9 AT EDEN, IN THE SOUTHEAST QUARTER OF THE
 JZ2454'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD LEADING SOUTH TO
 JZ2454'WILLOW BRANCH, 28 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2454'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 JZ2454'EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET
 JZ2454'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2454'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2454'6 INCHES.
 JZ2454
 JZ2454                          STATION RECOVERY (2009)
 JZ2454
 JZ2454'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0186 ***********************************************************************
 KA0186  DESIGNATION -  U 242
 KA0186  PID         -  KA0186
 KA0186  STATE/COUNTY-  IN/MARION
 KA0186  COUNTRY     -  US
 KA0186  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0186
 KA0186                         *CURRENT SURVEY CONTROL
 KA0186  ______________________________________________________________________
 KA0186* NAD 83(1986) POSITION- 39 46 01.     (N) 086 07 53.     (W)   SCALED
 KA0186* NAVD 88 ORTHO HEIGHT -   228.138 (meters)      748.48  (feet) POSTED
 KA0186  ______________________________________________________________________
 KA0186  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 KA0186  DYNAMIC HEIGHT  -        228.01  (meters)      748.1   (feet) COMP
 KA0186  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 KA0186
 KA0186  VERT ORDER      -  * POSTED, SEE BELOW
 KA0186
 KA0186.The horizontal coordinates were scaled from a map and have
 KA0186.an estimated accuracy of +/- 6 seconds.
 KA0186
 KA0186.The orthometric height was determined by differential leveling
 KA0186.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0186
 KA0186.* This is a POSTED BENCH MARK height.
 KA0186
 KA0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0186.GEOID18 height accuracy estimate available here.
 KA0186
 KA0186.Click photographs - Photos may exist for this station.
 KA0186
 KA0186.The dynamic height is computed by dividing the NAVD 88
 KA0186.geopotential number by the normal gravity value computed on the
 KA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0186.degrees latitude (g = 980.6199 gals.).
 KA0186
 KA0186.The modeled gravity was interpolated from observed gravity values.
 KA0186
 KA0186;                    North         East    Units  Estimated Accuracy
 KA0186;SPC IN E     -   501,750.       60,180.      MT  (+/- 180 meters Scaled)
 KA0186
 KA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK743022(NAD 83)
 KA0186
 KA0186                          SUPERSEDED SURVEY CONTROL
 KA0186
 KA0186  NGVD 29 (??/??/92)  228.274  (m)          748.93   (f) ADJ UNCH    2 0
 KA0186
 KA0186.Superseded values are not recommended for survey control.
 KA0186
 KA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0186.See file dsdata.pdf to determine how the superseded data were derived.
 KA0186
 KA0186_MARKER: DB = BENCH MARK DISK
 KA0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0186_SP_SET: BUILDING
 KA0186_STAMPING: U 242 1947
 KA0186_MARK LOGO: CGS
 KA0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0186
 KA0186  HISTORY     - Date     Condition        Report By
 KA0186  HISTORY     - 1947     MONUMENTED       CGS
 KA0186  HISTORY     - 1976     GOOD             LOCSUR
 KA0186  HISTORY     - 19960514 GOOD             USPSQD
 KA0186
 KA0186                          STATION DESCRIPTION
 KA0186
 KA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0186'AT INDIANAPOLIS.
 KA0186'AT INDIANAPOLIS, ABOUT 1.15 MILE EAST ALONG U.S. HIGHWAY 40
 KA0186'FROM THE MARION COUNTY COURTHOUSE, IN THE 1600 BLOCK ON EAST
 KA0186'WASHINGTON STREET, SET VERTICALLY IN THE WEST FACE OF THE
 KA0186'NORTHWEST CORNER OF THE FIRST CHURCH OF THE NAZARENE BRICK
 KA0186'CHURCH BUILDING, 36 FEET SOUTH OF THE SOUTH CURB OF EAST
 KA0186'WASHINGTON STREET, 8 FEET EAST OF THE CENTER LINE OF AN ALLEY
 KA0186'ALONG THE WEST SIDE OF THE CHURCH BUILDING, 0.7 FOOT SOUTH OF
 KA0186'THE CORNER, AND 2 FEET ABOVE THE GROUND.
 KA0186
 KA0186                          STATION RECOVERY (1976)
 KA0186
 KA0186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0186'RECOVERED IN GOOD CONDITION.
 KA0186
 KA0186                          STATION RECOVERY (1996)
 KA0186
 KA0186'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2518 ***********************************************************************
 JZ2518  DESIGNATION -  U 243
 JZ2518  PID         -  JZ2518
 JZ2518  STATE/COUNTY-  IN/HANCOCK
 JZ2518  COUNTRY     -  US
 JZ2518  USGS QUAD   -  CLEVELAND (2019)
 JZ2518
 JZ2518                         *CURRENT SURVEY CONTROL
 JZ2518  ______________________________________________________________________
 JZ2518* NAD 83(1986) POSITION- 39 47 14.     (N) 085 44 07.     (W)   SCALED
 JZ2518* NAVD 88 ORTHO HEIGHT -   271.511 (meters)      890.78  (feet) ADJUSTED
 JZ2518  ______________________________________________________________________
 JZ2518  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2518  DYNAMIC HEIGHT  -        271.355 (meters)      890.27  (feet) COMP
 JZ2518  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2518
 JZ2518  VERT ORDER      -  SECOND    CLASS 0
 JZ2518
 JZ2518.The horizontal coordinates were scaled from a map and have
 JZ2518.an estimated accuracy of +/- 6 seconds.
 JZ2518
 JZ2518.The orthometric height was determined by differential leveling and
 JZ2518.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2518.in June 1991.
 JZ2518
 JZ2518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2518.GEOID18 height accuracy estimate available here.
 JZ2518
 JZ2518.Click photographs - Photos may exist for this station.
 JZ2518
 JZ2518.The dynamic height is computed by dividing the NAVD 88
 JZ2518.geopotential number by the normal gravity value computed on the
 JZ2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2518.degrees latitude (g = 980.6199 gals.).
 JZ2518
 JZ2518.The modeled gravity was interpolated from observed gravity values.
 JZ2518
 JZ2518;                    North         East    Units  Estimated Accuracy
 JZ2518;SPC IN E     -   503,900.       94,120.      MT  (+/- 180 meters Scaled)
 JZ2518
 JZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK082049(NAD 83)
 JZ2518
 JZ2518                          SUPERSEDED SURVEY CONTROL
 JZ2518
 JZ2518  NGVD 29 (??/??/92)  271.632  (m)          891.18   (f) ADJ UNCH    2 0
 JZ2518
 JZ2518.Superseded values are not recommended for survey control.
 JZ2518
 JZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2518.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2518
 JZ2518_MARKER: DB = BENCH MARK DISK
 JZ2518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2518_SP_SET: FOUNDATION
 JZ2518_STAMPING: U 243 1947
 JZ2518_MARK LOGO: CGS
 JZ2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2518
 JZ2518  HISTORY     - Date     Condition        Report By
 JZ2518  HISTORY     - 1947     MONUMENTED       CGS
 JZ2518
 JZ2518                          STATION DESCRIPTION
 JZ2518
 JZ2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2518'1.8 MI E FROM GREENFIELD.
 JZ2518'ABOUT 1.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE
 JZ2518'AT GREENFIELD, AT GREENFIELD AIRPORT, SET VERTICALLY IN THE
 JZ2518'NORTH FACE OF THE NORTHEAST CORNER OF THE FOUNDATION OF THE
 JZ2518'CONCRETE BLOCK HANGAR AND OFFICE BUILDING, 3.5 FEET WEST OF THE
 JZ2518'CORNER AND 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2613 ***********************************************************************
 JZ2613  DESIGNATION -  U 244
 JZ2613  PID         -  JZ2613
 JZ2613  STATE/COUNTY-  IN/RUSH
 JZ2613  COUNTRY     -  US
 JZ2613  USGS QUAD   -  MANILLA (2019)
 JZ2613
 JZ2613                         *CURRENT SURVEY CONTROL
 JZ2613  ______________________________________________________________________
 JZ2613* NAD 83(1986) POSITION- 39 37 05.     (N) 085 34 49.     (W)   SCALED
 JZ2613* NAVD 88 ORTHO HEIGHT -   280.734 (meters)      921.04  (feet) ADJUSTED
 JZ2613  ______________________________________________________________________
 JZ2613  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 JZ2613  DYNAMIC HEIGHT  -        280.568 (meters)      920.50  (feet) COMP
 JZ2613  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ2613
 JZ2613  VERT ORDER      -  SECOND    CLASS 0
 JZ2613
 JZ2613.The horizontal coordinates were scaled from a map and have
 JZ2613.an estimated accuracy of +/- 6 seconds.
 JZ2613
 JZ2613.The orthometric height was determined by differential leveling and
 JZ2613.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2613.in June 1991.
 JZ2613
 JZ2613.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2613.GEOID18 height accuracy estimate available here.
 JZ2613
 JZ2613.Click photographs - Photos may exist for this station.
 JZ2613
 JZ2613.The dynamic height is computed by dividing the NAVD 88
 JZ2613.geopotential number by the normal gravity value computed on the
 JZ2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2613.degrees latitude (g = 980.6199 gals.).
 JZ2613
 JZ2613.The modeled gravity was interpolated from observed gravity values.
 JZ2613
 JZ2613;                    North         East    Units  Estimated Accuracy
 JZ2613;SPC IN E     -   485,120.      107,420.      MT  (+/- 180 meters Scaled)
 JZ2613
 JZ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ218863(NAD 83)
 JZ2613
 JZ2613                          SUPERSEDED SURVEY CONTROL
 JZ2613
 JZ2613  NGVD 29 (??/??/92)  280.857  (m)          921.45   (f) ADJ UNCH    2 0
 JZ2613
 JZ2613.Superseded values are not recommended for survey control.
 JZ2613
 JZ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2613.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2613
 JZ2613_MARKER: DB = BENCH MARK DISK
 JZ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2613_STAMPING: U 244 1947
 JZ2613_MARK LOGO: CGS
 JZ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2613+STABILITY: SURFACE MOTION
 JZ2613
 JZ2613  HISTORY     - Date     Condition        Report By
 JZ2613  HISTORY     - 1947     MONUMENTED       CGS
 JZ2613  HISTORY     - 20220928 MARK NOT FOUND   INDOT
 JZ2613
 JZ2613                          STATION DESCRIPTION
 JZ2613
 JZ2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2613'1.8 MI S FROM ARLINGTON.
 JZ2613'ABOUT 1.85 MILE SOUTH ALONG THE HOMER-ARLINGTON ROAD FROM THE
 JZ2613'POST OFFICE AT ARLINGTON, IN THE NORTHWEST ANGLE OF THE JUNCTION
 JZ2613'WITH A GRAVEL ROAD LEADING WEST, 39 FEET NORTH OF THE CENTER
 JZ2613'LINE OF THE SIDE ROAD, 18.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2613'NORTH-SOUTH ROAD, 21 FEET NORTH OF A FENCE CORNER, 14 FEET NORTH
 JZ2613'OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET
 JZ2613'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD
 JZ2613'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 JZ2613
 JZ2613                          STATION RECOVERY (2022)
 JZ2613
 JZ2613'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0172 ***********************************************************************
 KA0172  DESIGNATION -  U 245
 KA0172  PID         -  KA0172
 KA0172  STATE/COUNTY-  IN/MARION
 KA0172  COUNTRY     -  US
 KA0172  USGS QUAD   -  BEECH GROVE (2019)
 KA0172
 KA0172                         *CURRENT SURVEY CONTROL
 KA0172  ______________________________________________________________________
 KA0172* NAD 83(1986) POSITION- 39 42 18.21   (N) 086 02 40.84   (W)   HD_HELD1
 KA0172* NAVD 88 ORTHO HEIGHT -   260.762 (meters)      855.52  (feet) ADJUSTED
 KA0172  ______________________________________________________________________
 KA0172  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 KA0172  DYNAMIC HEIGHT  -        260.614 (meters)      855.03  (feet) COMP
 KA0172  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 KA0172
 KA0172  VERT ORDER      -  FIRST     CLASS II
 KA0172
 KA0172.The horizontal coordinates were determined by differentially corrected
 KA0172.hand held GPS observations or other comparable positioning techniques
 KA0172.and have an estimated accuracy of +/- 3 meters.
 KA0172
 KA0172.The orthometric height was determined by differential leveling and
 KA0172.adjusted by the NATIONAL GEODETIC SURVEY
 KA0172.in June 1991.
 KA0172
 KA0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0172.GEOID18 height accuracy estimate available here.
 KA0172
 KA0172.Click photographs - Photos may exist for this station.
 KA0172
 KA0172.The dynamic height is computed by dividing the NAVD 88
 KA0172.geopotential number by the normal gravity value computed on the
 KA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0172.degrees latitude (g = 980.6199 gals.).
 KA0172
 KA0172.The modeled gravity was interpolated from observed gravity values.
 KA0172
 KA0172;                    North         East    Units  Estimated Accuracy
 KA0172;SPC IN E     -   494,839.1      67,582.8     MT  (+/- 3 meters HH1 GPS) 
 KA0172
 KA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8189695458(NAD 83)
 KA0172
 KA0172                          SUPERSEDED SURVEY CONTROL
 KA0172
 KA0172  NGVD 29 (??/??/92)  260.877  (m)          855.89   (f) ADJ UNCH    1 2
 KA0172
 KA0172.Superseded values are not recommended for survey control.
 KA0172
 KA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0172.See file dsdata.pdf to determine how the superseded data were derived.
 KA0172
 KA0172_MARKER: DB = BENCH MARK DISK
 KA0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0172_STAMPING: U 245 1947
 KA0172_MARK LOGO: CGS
 KA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0172+STABILITY: SURFACE MOTION
 KA0172
 KA0172  HISTORY     - Date     Condition        Report By
 KA0172  HISTORY     - 1947     MONUMENTED       CGS
 KA0172  HISTORY     - 1976     GOOD             LOCSUR
 KA0172  HISTORY     - 1986     GOOD             NGS
 KA0172  HISTORY     - 20060125 GOOD             ACCU
 KA0172
 KA0172                          STATION DESCRIPTION
 KA0172
 KA0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0172'5.4 MI NW FROM ACTON.
 KA0172'ABOUT 5.35 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0172'FROM THE STATION AT ACTON, AT THE CROSSING OF SHADELAND AVENUE,
 KA0172'38 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET WEST OF THE
 KA0172'CENTER LINE OF SHADELAND AVENUE, 102 FEET EAST OF MILE POST
 KA0172'102, 42 FEET EAST OF POLE 101/55, 7.5 FEET SOUTHWEST OF POWER
 KA0172'POLE NO. 141/385, 2.3 FEET WEST OF A FENCE CORNER, 1.5 FEET
 KA0172'SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 KA0172'WOODEN WITNESS POST, ABOUT 4.5 FEET BELOW THE TRACK AND SET IN
 KA0172'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0172
 KA0172                          STATION RECOVERY (1976)
 KA0172
 KA0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0172'RECOVERED IN GOOD CONDITION.
 KA0172
 KA0172                          STATION RECOVERY (1986)
 KA0172
 KA0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0172'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 KA0172'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 465 FROM ITS JUNCTION WITH
 KA0172'INTERSTATE HIGHWAY 74 IN SOUTHEAST INDIANAPOLIS, THENCE 1.3 KM (0.8
 KA0172'MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD.  DELETE--AT THE CROSSING
 KA0172'OF SHADELAND AVENUE, AND 26 FEET WEST OF THE CENTERLINE OF SHADELAND
 KA0172'AVENUE.  ADD--7.9 M (25.9 FT) WEST OF THE CENTERLINE OF FIVE POINTS
 KA0172'ROAD.
 KA0172
 KA0172                          STATION RECOVERY (2006)
 KA0172
 KA0172'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 KA0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1114 ***********************************************************************
 LA1114  DESIGNATION -  U 246
 LA1114  PID         -  LA1114
 LA1114  STATE/COUNTY-  IN/HENRY
 LA1114  COUNTRY     -  US
 LA1114  USGS QUAD   -  MODOC (2019)
 LA1114
 LA1114                         *CURRENT SURVEY CONTROL
 LA1114  ______________________________________________________________________
 LA1114* NAD 83(1986) POSITION- 40 03 31.     (N) 085 13 01.     (W)   SCALED
 LA1114* NAVD 88 ORTHO HEIGHT -   338.396 (meters)     1110.22  (feet) ADJUSTED
 LA1114  ______________________________________________________________________
 LA1114  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 LA1114  DYNAMIC HEIGHT  -        338.211 (meters)     1109.61  (feet) COMP
 LA1114  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 LA1114
 LA1114  VERT ORDER      -  SECOND    CLASS 0
 LA1114
 LA1114.The horizontal coordinates were scaled from a map and have
 LA1114.an estimated accuracy of +/- 6 seconds.
 LA1114
 LA1114.The orthometric height was determined by differential leveling and
 LA1114.adjusted by the NATIONAL GEODETIC SURVEY
 LA1114.in June 1991.
 LA1114
 LA1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1114.GEOID18 height accuracy estimate available here.
 LA1114
 LA1114.Click photographs - Photos may exist for this station.
 LA1114
 LA1114.The dynamic height is computed by dividing the NAVD 88
 LA1114.geopotential number by the normal gravity value computed on the
 LA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1114.degrees latitude (g = 980.6199 gals.).
 LA1114
 LA1114.The modeled gravity was interpolated from observed gravity values.
 LA1114
 LA1114;                    North         East    Units  Estimated Accuracy
 LA1114;SPC IN E     -   534,120.      138,370.      MT  (+/- 180 meters Scaled)
 LA1114
 LA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK520357(NAD 83)
 LA1114
 LA1114                          SUPERSEDED SURVEY CONTROL
 LA1114
 LA1114  NGVD 29 (??/??/92)  338.530  (m)         1110.66   (f) ADJ UNCH    2 0
 LA1114
 LA1114.Superseded values are not recommended for survey control.
 LA1114
 LA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1114.See file dsdata.pdf to determine how the superseded data were derived.
 LA1114
 LA1114_MARKER: DB = BENCH MARK DISK
 LA1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1114_STAMPING: U 246 1947
 LA1114_MARK LOGO: CGS
 LA1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1114+STABILITY: SURFACE MOTION
 LA1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1114+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 LA1114
 LA1114  HISTORY     - Date     Condition        Report By
 LA1114  HISTORY     - 1947     MONUMENTED       CGS
 LA1114  HISTORY     - 20000830 GOOD             GOVE
 LA1114
 LA1114                          STATION DESCRIPTION
 LA1114
 LA1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1114'1.1 MI E FROM BLOUNTSVILLE.
 LA1114'ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE BLOUNTSVILLE
 LA1114'CHRISTIAN CHURCH AT BLOUNTSVILLE, AT THE JUNCTION OF A NORTH-SOUTH
 LA1114'GRAVEL ROAD, 16 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA1114'ROAD, 30 FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD
 LA1114'WEST, 7.5 FEET NORTH OF A TELEPHONE POLE, 26 FEET NORTH OF THE
 LA1114'CENTER OF THE GATE TO A BARN, 1 FOOT WEST OF THE FENCE LINE,
 LA1114'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 LA1114'POST PROJECTING 4 INCHES.
 LA1114
 LA1114                          STATION RECOVERY (2000)
 LA1114
 LA1114'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1114'IN THE DESCRIPTION, THE GRAVEL ROAD IS NOW A PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1531 ***********************************************************************
 LA1531  DESIGNATION -  U 247
 LA1531  PID         -  LA1531
 LA1531  STATE/COUNTY-  IN/HENRY
 LA1531  COUNTRY     -  US
 LA1531  USGS QUAD   -  MIDDLETOWN (2019)
 LA1531
 LA1531                         *CURRENT SURVEY CONTROL
 LA1531  ______________________________________________________________________
 LA1531* NAD 83(1986) POSITION- 40 00 15.     (N) 085 34 20.     (W)   SCALED
 LA1531* NAVD 88 ORTHO HEIGHT -   291.965 (meters)      957.89  (feet) ADJUSTED
 LA1531  ______________________________________________________________________
 LA1531  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LA1531  DYNAMIC HEIGHT  -        291.805 (meters)      957.36  (feet) COMP
 LA1531  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 LA1531
 LA1531  VERT ORDER      -  SECOND    CLASS 0
 LA1531
 LA1531.The horizontal coordinates were scaled from a map and have
 LA1531.an estimated accuracy of +/- 6 seconds.
 LA1531
 LA1531.The orthometric height was determined by differential leveling and
 LA1531.adjusted by the NATIONAL GEODETIC SURVEY
 LA1531.in June 1991.
 LA1531
 LA1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1531.GEOID18 height accuracy estimate available here.
 LA1531
 LA1531.Click photographs - Photos may exist for this station.
 LA1531
 LA1531.The dynamic height is computed by dividing the NAVD 88
 LA1531.geopotential number by the normal gravity value computed on the
 LA1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1531.degrees latitude (g = 980.6199 gals.).
 LA1531
 LA1531.The modeled gravity was interpolated from observed gravity values.
 LA1531
 LA1531;                    North         East    Units  Estimated Accuracy
 LA1531;SPC IN E     -   527,990.      108,060.      MT  (+/- 180 meters Scaled)
 LA1531
 LA1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK218291(NAD 83)
 LA1531
 LA1531                          SUPERSEDED SURVEY CONTROL
 LA1531
 LA1531  NGVD 29 (??/??/92)  292.096  (m)          958.32   (f) ADJ UNCH    2 0
 LA1531
 LA1531.Superseded values are not recommended for survey control.
 LA1531
 LA1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1531.See file dsdata.pdf to determine how the superseded data were derived.
 LA1531
 LA1531_MARKER: DB = BENCH MARK DISK
 LA1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1531_SP_SET: ABUTMENT
 LA1531_STAMPING: U 247 1947
 LA1531_MARK LOGO: CGS
 LA1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1531
 LA1531  HISTORY     - Date     Condition        Report By
 LA1531  HISTORY     - 1947     MONUMENTED       CGS
 LA1531
 LA1531                          STATION DESCRIPTION
 LA1531
 LA1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1531'0.8 MI W FROM MECHANICSBURG.
 LA1531'ABOUT 0.85 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE CROSSROADS
 LA1531'AT MECHANICSBURG, ABOUT 0.55 MILE WEST OF A CEMETERY, 0.2 MILE
 LA1531'EAST OF THE HENRY-MADISON COUNTY LINE CROSSROAD, 80 YARDS WEST
 LA1531'OF THE JUNCTION OF A ROAD LEADING NORTH, IN THE TOP OF THE SOUTH
 LA1531'END OF THE EAST ABUTMENT OF A 48-FOOT CONCRETE BRIDGE, 15.5
 LA1531'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  1.1 FEET SOUTH
 LA1531'OF THE CONCRETE BANISTER, AND ABOUT 0.4 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1543 ***********************************************************************
 LA1543  DESIGNATION -  U 248
 LA1543  PID         -  LA1543
 LA1543  STATE/COUNTY-  IN/HENRY
 LA1543  COUNTRY     -  US
 LA1543  USGS QUAD   -  MIDDLETOWN (2019)
 LA1543
 LA1543                         *CURRENT SURVEY CONTROL
 LA1543  ______________________________________________________________________
 LA1543* NAD 83(1986) POSITION- 40 02 29.     (N) 085 31 38.     (W)   SCALED
 LA1543* NAVD 88 ORTHO HEIGHT -   297.335 (meters)      975.51  (feet) ADJUSTED
 LA1543  ______________________________________________________________________
 LA1543  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LA1543  DYNAMIC HEIGHT  -        297.173 (meters)      974.98  (feet) COMP
 LA1543  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 LA1543
 LA1543  VERT ORDER      -  SECOND    CLASS 0
 LA1543
 LA1543.The horizontal coordinates were scaled from a map and have
 LA1543.an estimated accuracy of +/- 6 seconds.
 LA1543
 LA1543.The orthometric height was determined by differential leveling and
 LA1543.adjusted by the NATIONAL GEODETIC SURVEY
 LA1543.in June 1991.
 LA1543
 LA1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1543.GEOID18 height accuracy estimate available here.
 LA1543
 LA1543.Click photographs - Photos may exist for this station.
 LA1543
 LA1543.The dynamic height is computed by dividing the NAVD 88
 LA1543.geopotential number by the normal gravity value computed on the
 LA1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1543.degrees latitude (g = 980.6199 gals.).
 LA1543
 LA1543.The modeled gravity was interpolated from observed gravity values.
 LA1543
 LA1543;                    North         East    Units  Estimated Accuracy
 LA1543;SPC IN E     -   532,120.      111,900.      MT  (+/- 180 meters Scaled)
 LA1543
 LA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256333(NAD 83)
 LA1543
 LA1543                          SUPERSEDED SURVEY CONTROL
 LA1543
 LA1543  NGVD 29 (??/??/92)  297.468  (m)          975.94   (f) ADJ UNCH    2 0
 LA1543
 LA1543.Superseded values are not recommended for survey control.
 LA1543
 LA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1543.See file dsdata.pdf to determine how the superseded data were derived.
 LA1543
 LA1543_MARKER: DB = BENCH MARK DISK
 LA1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1543_SP_SET: CULVERT HEADWALL
 LA1543_STAMPING: U 248 1947
 LA1543_MARK LOGO: CGS
 LA1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1543+STABILITY: SURFACE MOTION
 LA1543
 LA1543  HISTORY     - Date     Condition        Report By
 LA1543  HISTORY     - 1947     MONUMENTED       CGS
 LA1543
 LA1543                          STATION DESCRIPTION
 LA1543
 LA1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1543'1 MI S FROM MIDDLETOWN.
 LA1543'ABOUT 0.95 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1543'AT MIDDLETOWN, ABOUT 70 YARDS NORTH OF THE JUNCTION OF A ROAD
 LA1543'LEADING EAST, IN THE TOP OF THE SOUTH END OF THE 60-FOOT CONCRETE
 LA1543'HEAD WALL OF A PIPE CULVERT, 16 FEET EAST OF AND ABOUT 2.5 FEET
 LA1543'ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1145 ***********************************************************************
 LA1145  DESIGNATION -  U 249
 LA1145  PID         -  LA1145
 LA1145  STATE/COUNTY-  IN/DELAWARE
 LA1145  COUNTRY     -  US
 LA1145  USGS QUAD   -  FARMLAND (2019)
 LA1145
 LA1145                         *CURRENT SURVEY CONTROL
 LA1145  ______________________________________________________________________
 LA1145* NAD 83(1986) POSITION- 40 09 54.54   (N) 085 14 19.84   (W)   HD_HELD1
 LA1145* NAVD 88 ORTHO HEIGHT -   307.069 (meters)     1007.44  (feet) ADJUSTED
 LA1145  ______________________________________________________________________
 LA1145  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 LA1145  DYNAMIC HEIGHT  -        306.905 (meters)     1006.90  (feet) COMP
 LA1145  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 LA1145
 LA1145  VERT ORDER      -  SECOND    CLASS 0
 LA1145
 LA1145.The horizontal coordinates were determined by differentially corrected
 LA1145.hand held GPS observations or other comparable positioning techniques
 LA1145.and have an estimated accuracy of +/- 3 meters.
 LA1145
 LA1145.The orthometric height was determined by differential leveling and
 LA1145.adjusted by the NATIONAL GEODETIC SURVEY
 LA1145.in June 1991.
 LA1145
 LA1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1145.GEOID18 height accuracy estimate available here.
 LA1145
 LA1145.Click photographs - Photos may exist for this station.
 LA1145
 LA1145.The dynamic height is computed by dividing the NAVD 88
 LA1145.geopotential number by the normal gravity value computed on the
 LA1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1145.degrees latitude (g = 980.6199 gals.).
 LA1145
 LA1145.The modeled gravity was interpolated from observed gravity values.
 LA1145
 LA1145;                    North         East    Units  Estimated Accuracy
 LA1145;SPC IN E     -   545,942.4     136,444.1     MT  (+/- 3 meters HH1 GPS) 
 LA1145
 LA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4997247574(NAD 83)
 LA1145
 LA1145                          SUPERSEDED SURVEY CONTROL
 LA1145
 LA1145  NGVD 29 (??/??/92)  307.207  (m)         1007.90   (f) ADJ UNCH    2 0
 LA1145
 LA1145.Superseded values are not recommended for survey control.
 LA1145
 LA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1145.See file dsdata.pdf to determine how the superseded data were derived.
 LA1145
 LA1145_MARKER: DB = BENCH MARK DISK
 LA1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1145_STAMPING: U 249 1947
 LA1145_MARK LOGO: CGS
 LA1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1145+STABILITY: SURFACE MOTION
 LA1145
 LA1145  HISTORY     - Date     Condition        Report By
 LA1145  HISTORY     - 1947     MONUMENTED       CGS
 LA1145
 LA1145                          STATION DESCRIPTION
 LA1145
 LA1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1145'4 MI SE FROM SELMA.
 LA1145'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1145'SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 LA1145'ABOUT 0.95 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE WEST
 LA1145'OF A TURN IN THE ROAD WITH TANGENTS WEST AND SOUTH, AT THE
 LA1145'SOUTHWEST CORNER OF A CEMETERY, 20 FEET NORTH OF THE CENTER
 LA1145'LINE OF THE ROAD, 67 FEET SOUTHWEST OF A 36-INCH OAK TREE IN
 LA1145'THE CEMETERY, 1.5 FEET EAST OF THE WEST CEMETERY BOUNDARY FENCE
 LA1145'LINE, 3.5 FEET NORTHEAST OF THE CONCRETE FENCE CORNER POST, 2
 LA1145'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA1145'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1162 ***********************************************************************
 LA1162  DESIGNATION -  U 250
 LA1162  PID         -  LA1162
 LA1162  STATE/COUNTY-  IN/DELAWARE
 LA1162  COUNTRY     -  US
 LA1162  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1162
 LA1162                         *CURRENT SURVEY CONTROL
 LA1162  ______________________________________________________________________
 LA1162* NAD 83(1986) POSITION- 40 04 34.     (N) 085 22 30.     (W)   SCALED
 LA1162* NAVD 88 ORTHO HEIGHT -   303.386 (meters)      995.36  (feet) ADJUSTED
 LA1162  ______________________________________________________________________
 LA1162  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 LA1162  DYNAMIC HEIGHT  -        303.221 (meters)      994.82  (feet) COMP
 LA1162  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 LA1162
 LA1162  VERT ORDER      -  SECOND    CLASS 0
 LA1162
 LA1162.The horizontal coordinates were scaled from a map and have
 LA1162.an estimated accuracy of +/- 6 seconds.
 LA1162
 LA1162.The orthometric height was determined by differential leveling and
 LA1162.adjusted by the NATIONAL GEODETIC SURVEY
 LA1162.in June 1991.
 LA1162
 LA1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1162.GEOID18 height accuracy estimate available here.
 LA1162
 LA1162.Click photographs - Photos may exist for this station.
 LA1162
 LA1162.The dynamic height is computed by dividing the NAVD 88
 LA1162.geopotential number by the normal gravity value computed on the
 LA1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1162.degrees latitude (g = 980.6199 gals.).
 LA1162
 LA1162.The modeled gravity was interpolated from observed gravity values.
 LA1162
 LA1162;                    North         East    Units  Estimated Accuracy
 LA1162;SPC IN E     -   536,010.      124,880.      MT  (+/- 180 meters Scaled)
 LA1162
 LA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK385374(NAD 83)
 LA1162
 LA1162                          SUPERSEDED SURVEY CONTROL
 LA1162
 LA1162  NGVD 29 (??/??/92)  303.519  (m)          995.80   (f) ADJ UNCH    2 0
 LA1162
 LA1162.Superseded values are not recommended for survey control.
 LA1162
 LA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1162.See file dsdata.pdf to determine how the superseded data were derived.
 LA1162
 LA1162_MARKER: DB = BENCH MARK DISK
 LA1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1162_STAMPING: U 250 1947
 LA1162_MARK LOGO: CGS
 LA1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1162+STABILITY: SURFACE MOTION
 LA1162
 LA1162  HISTORY     - Date     Condition        Report By
 LA1162  HISTORY     - 1947     MONUMENTED       CGS
 LA1162
 LA1162                          STATION DESCRIPTION
 LA1162
 LA1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1162'2.2 MI N FROM SPRINGPORT.
 LA1162'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 LA1162'SPRINGPORT, 0.25 MILE SOUTH OF A CROSS ROAD AND A TURN IN THE
 LA1162'HIGHWAY WITH TANGENTS SOUTH AND NORTHEAST, ABOUT 0.1 MILE SOUTH
 LA1162'OF A SMALL STEEL BRIDGE, AT THE HENRY-DELAWARE COUNTY LINE, 39
 LA1162'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF
 LA1162'THE COUNTY LINE SIGN, ACROSS THE HIGHWAY FROM A FARM HOUSE AND IN
 LA1162'LINE WITH THE SOUTH SIDE OF THE HOUSE, 1 FOOT WEST OF THE FENCE
 LA1162'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA1162'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1162'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1654 ***********************************************************************
 JZ1654  DESIGNATION -  U 251 RESET
 JZ1654  PID         -  JZ1654
 JZ1654  STATE/COUNTY-  IN/HENRY
 JZ1654  COUNTRY     -  US
 JZ1654  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1654
 JZ1654                         *CURRENT SURVEY CONTROL
 JZ1654  ______________________________________________________________________
 JZ1654* NAD 83(1986) POSITION- 39 55 27.     (N) 085 22 55.     (W)   SCALED
 JZ1654* NAVD 88 ORTHO HEIGHT -   303.93  (meters)      997.1   (feet) RESET
 JZ1654  ______________________________________________________________________
 JZ1654  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 JZ1654  VERT ORDER      -  THIRD
 JZ1654
 JZ1654.The horizontal coordinates were scaled from a map and have
 JZ1654.an estimated accuracy of +/- 6 seconds.
 JZ1654
 JZ1654.The orthometric height was computed from unverified reset data.
 JZ1654
 JZ1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1654.GEOID18 height accuracy estimate available here.
 JZ1654
 JZ1654.Click photographs - Photos may exist for this station.
 JZ1654
 JZ1654;                    North         East    Units  Estimated Accuracy
 JZ1654;SPC IN E     -   519,140.      124,340.      MT  (+/- 180 meters Scaled)
 JZ1654
 JZ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK382205(NAD 83)
 JZ1654
 JZ1654                          SUPERSEDED SURVEY CONTROL
 JZ1654
 JZ1654.No superseded survey control is available for this station.
 JZ1654
 JZ1654_MARKER: DB = BENCH MARK DISK
 JZ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1654_STAMPING: U 251 RESET 1970
 JZ1654_MARK LOGO: CGS
 JZ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1654+STABILITY: SURFACE MOTION
 JZ1654
 JZ1654  HISTORY     - Date     Condition        Report By
 JZ1654  HISTORY     - 1970     MONUMENTED       NGS
 JZ1654
 JZ1654                          STATION DESCRIPTION
 JZ1654
 JZ1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1654'0.5 MI S FROM NEW CASTLE.
 JZ1654'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 JZ1654'STATE HIGHWAY 38 AT NEW CASTLE, 1 FOOT EAST OF A METAL WITNESS
 JZ1654'POST, 4 FEET NORTH OF A FENCE CORNER, 74 FEET SOUTH OF A POWER
 JZ1654'POLE, 39 FEET SOUTHEAST OF A TRIPLE TRUNK LOCUST TREE, 165 FEET
 JZ1654'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 61 FEET WEST OF THE
 JZ1654'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, SET IN THE
 JZ1654'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1522 ***********************************************************************
 JZ1522  DESIGNATION -  U 252
 JZ1522  PID         -  JZ1522
 JZ1522  STATE/COUNTY-  IN/HENRY
 JZ1522  COUNTRY     -  US
 JZ1522  USGS QUAD   -  LEWISVILLE (2019)
 JZ1522
 JZ1522                         *CURRENT SURVEY CONTROL
 JZ1522  ______________________________________________________________________
 JZ1522* NAD 83(1986) POSITION- 39 48 34.     (N) 085 17 10.     (W)   SCALED
 JZ1522* NAVD 88 ORTHO HEIGHT -   327.472 (meters)     1074.38  (feet) ADJUSTED
 JZ1522  ______________________________________________________________________
 JZ1522  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 JZ1522  DYNAMIC HEIGHT  -        327.282 (meters)     1073.76  (feet) COMP
 JZ1522  MODELED GRAVITY -    980,038.0   (mgal)                       NAVD 88
 JZ1522
 JZ1522  VERT ORDER      -  SECOND    CLASS 0
 JZ1522
 JZ1522.The horizontal coordinates were scaled from a map and have
 JZ1522.an estimated accuracy of +/- 6 seconds.
 JZ1522
 JZ1522.The orthometric height was determined by differential leveling and
 JZ1522.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1522.in June 1991.
 JZ1522
 JZ1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1522.GEOID18 height accuracy estimate available here.
 JZ1522
 JZ1522.Click photographs - Photos may exist for this station.
 JZ1522
 JZ1522.The dynamic height is computed by dividing the NAVD 88
 JZ1522.geopotential number by the normal gravity value computed on the
 JZ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1522.degrees latitude (g = 980.6199 gals.).
 JZ1522
 JZ1522.The modeled gravity was interpolated from observed gravity values.
 JZ1522
 JZ1522;                    North         East    Units  Estimated Accuracy
 JZ1522;SPC IN E     -   506,430.      132,590.      MT  (+/- 180 meters Scaled)
 JZ1522
 JZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK467080(NAD 83)
 JZ1522
 JZ1522                          SUPERSEDED SURVEY CONTROL
 JZ1522
 JZ1522  NGVD 29 (??/??/92)  327.602  (m)         1074.81   (f) ADJ UNCH    2 0
 JZ1522
 JZ1522.Superseded values are not recommended for survey control.
 JZ1522
 JZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1522.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1522
 JZ1522_MARKER: DB = BENCH MARK DISK
 JZ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1522_STAMPING: U 252 1947
 JZ1522_MARK LOGO: CGS
 JZ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1522+STABILITY: SURFACE MOTION
 JZ1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1522+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1522
 JZ1522  HISTORY     - Date     Condition        Report By
 JZ1522  HISTORY     - 1947     MONUMENTED       CGS
 JZ1522  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1522
 JZ1522                          STATION DESCRIPTION
 JZ1522
 JZ1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1522'0.2 MI E FROM STRAUGHN.
 JZ1522'ABOUT 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD
 JZ1522'AT STRUGHN, AT THE EAST CITY LIMITS, ABOUT 50 YARDS NORTHEAST OF
 JZ1522'THE CITY LIMITS SIGN, 55 FEET NORTH OF THE CENTER LINE OF THE
 JZ1522'WEST-BOUND TRAFFIC LANE, 53 FEET EAST OF THE CENTER LINE OF A
 JZ1522'DRIVEWAY TO A HOUSE, 42.5 FEET EAST OF A FENCE CORNER, 1.5 FEET
 JZ1522'SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ1522'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1522'POST PROJECTING ABOUT 5 INCHES.
 JZ1522
 JZ1522                          STATION RECOVERY (2005)
 JZ1522
 JZ1522'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1522'THE WITNESS POST IS GONE.  THE BENCHMARK IS 10 FEET EAST OF A
 JZ1522'TELEPHONE POLE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1567 ***********************************************************************
 JZ1567  DESIGNATION -  U 253
 JZ1567  PID         -  JZ1567
 JZ1567  STATE/COUNTY-  IN/FAYETTE
 JZ1567  COUNTRY     -  US
 JZ1567  USGS QUAD   -  LEWISVILLE (2019)
 JZ1567
 JZ1567                         *CURRENT SURVEY CONTROL
 JZ1567  ______________________________________________________________________
 JZ1567* NAD 83(1986) POSITION- 39 45 31.     (N) 085 18 05.     (W)   SCALED
 JZ1567* NAVD 88 ORTHO HEIGHT -   322.054 (meters)     1056.61  (feet) ADJUSTED
 JZ1567  ______________________________________________________________________
 JZ1567  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 JZ1567  DYNAMIC HEIGHT  -        321.866 (meters)     1055.99  (feet) COMP
 JZ1567  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 JZ1567
 JZ1567  VERT ORDER      -  SECOND    CLASS 0
 JZ1567
 JZ1567.The horizontal coordinates were scaled from a map and have
 JZ1567.an estimated accuracy of +/- 6 seconds.
 JZ1567
 JZ1567.The orthometric height was determined by differential leveling and
 JZ1567.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1567.in June 1991.
 JZ1567
 JZ1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1567.GEOID18 height accuracy estimate available here.
 JZ1567
 JZ1567.Click photographs - Photos may exist for this station.
 JZ1567
 JZ1567.The dynamic height is computed by dividing the NAVD 88
 JZ1567.geopotential number by the normal gravity value computed on the
 JZ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1567.degrees latitude (g = 980.6199 gals.).
 JZ1567
 JZ1567.The modeled gravity was interpolated from observed gravity values.
 JZ1567
 JZ1567;                    North         East    Units  Estimated Accuracy
 JZ1567;SPC IN E     -   500,780.      131,300.      MT  (+/- 180 meters Scaled)
 JZ1567
 JZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK455023(NAD 83)
 JZ1567
 JZ1567                          SUPERSEDED SURVEY CONTROL
 JZ1567
 JZ1567  NGVD 29 (??/??/92)  322.185  (m)         1057.04   (f) ADJ UNCH    2 0
 JZ1567
 JZ1567.Superseded values are not recommended for survey control.
 JZ1567
 JZ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1567.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1567
 JZ1567_MARKER: DB = BENCH MARK DISK
 JZ1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1567_STAMPING: U 253 1947
 JZ1567_MARK LOGO: CGS
 JZ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1567+STABILITY: SURFACE MOTION
 JZ1567
 JZ1567  HISTORY     - Date     Condition        Report By
 JZ1567  HISTORY     - 1947     MONUMENTED       CGS
 JZ1567
 JZ1567                          STATION DESCRIPTION
 JZ1567
 JZ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1567'4 MI N FROM FALMOUTH.
 JZ1567'ABOUT 4.1 MILES NORTH ALONG A COUNTY LINE ROAD FROM THE
 JZ1567'CROSSROADS AT FALMOUTH, IN THE NORTHEAST QUARTER OF A CROSSROAD,
 JZ1567'20 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33
 JZ1567'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7.5 FEET
 JZ1567'NORTH OF A GATE POST, 1 FOOT WEST OF A WIRE FENCE LINE, 2 FEET
 JZ1567'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1567'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1594 ***********************************************************************
 JZ1594  DESIGNATION -  U 254
 JZ1594  PID         -  JZ1594
 JZ1594  STATE/COUNTY-  IN/FAYETTE
 JZ1594  COUNTRY     -  US
 JZ1594  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1594
 JZ1594                         *CURRENT SURVEY CONTROL
 JZ1594  ______________________________________________________________________
 JZ1594* NAD 83(1986) POSITION- 39 40 04.0    (N) 085 03 13.3    (W)   HD_HELD2
 JZ1594* NAVD 88 ORTHO HEIGHT -   278.620 (meters)      914.11  (feet) ADJUSTED
 JZ1594  ______________________________________________________________________
 JZ1594  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ1594  DYNAMIC HEIGHT  -        278.455 (meters)      913.56  (feet) COMP
 JZ1594  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 JZ1594
 JZ1594  VERT ORDER      -  SECOND    CLASS 0
 JZ1594
 JZ1594.The horizontal coordinates were established by autonomous hand held GPS
 JZ1594.observations and have an estimated accuracy of +/- 10 meters.
 JZ1594
 JZ1594.The orthometric height was determined by differential leveling and
 JZ1594.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1594.in June 1991.
 JZ1594
 JZ1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1594.GEOID18 height accuracy estimate available here.
 JZ1594
 JZ1594.Click photographs - Photos may exist for this station.
 JZ1594
 JZ1594.The dynamic height is computed by dividing the NAVD 88
 JZ1594.geopotential number by the normal gravity value computed on the
 JZ1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1594.degrees latitude (g = 980.6199 gals.).
 JZ1594
 JZ1594.The modeled gravity was interpolated from observed gravity values.
 JZ1594
 JZ1594;                    North         East    Units  Estimated Accuracy
 JZ1594;SPC IN E     -   490,811.      152,595.      MT  (+/- 10 meters HH2 GPS)
 JZ1594
 JZ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6694492695(NAD 83)
 JZ1594
 JZ1594                          SUPERSEDED SURVEY CONTROL
 JZ1594
 JZ1594  NGVD 29 (??/??/92)  278.764  (m)          914.58   (f) ADJ UNCH    2 0
 JZ1594
 JZ1594.Superseded values are not recommended for survey control.
 JZ1594
 JZ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1594.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1594
 JZ1594_MARKER: DB = BENCH MARK DISK
 JZ1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1594_SP_SET: BRIDGE
 JZ1594_STAMPING: U 254 1947
 JZ1594_MARK LOGO: CGS
 JZ1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1594+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 JZ1594
 JZ1594  HISTORY     - Date     Condition        Report By
 JZ1594  HISTORY     - 1947     MONUMENTED       CGS
 JZ1594  HISTORY     - 20030508 GOOD             GEOCAC
 JZ1594
 JZ1594                          STATION DESCRIPTION
 JZ1594
 JZ1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1594'1 MI N FROM LYONSVILLE.
 JZ1594'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE BALTIMORE AND
 JZ1594'OHIO RAILROAD CROSSING AT LYONSVILLE, ABOUT 0.75 MILE NORTH OF
 JZ1594'THE CROSSROAD AT SPRINGERVILLE, IN THE TOP OF THE NORTHEAST END
 JZ1594'OF THE SOUTHWEST WINGWALL OF AN 8-FOOT CONCRETE BRIDGE, 12
 JZ1594'FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT ONE-HALF
 JZ1594'FOOT BELOW ROAD LEVEL.
 JZ1594
 JZ1594                          STATION RECOVERY (2003)
 JZ1594
 JZ1594'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1219 ***********************************************************************
 JZ1219  DESIGNATION -  U 255
 JZ1219  PID         -  JZ1219
 JZ1219  STATE/COUNTY-  IN/WAYNE
 JZ1219  COUNTRY     -  US
 JZ1219  USGS QUAD   -  RICHMOND (2019)
 JZ1219
 JZ1219                         *CURRENT SURVEY CONTROL
 JZ1219  ______________________________________________________________________
 JZ1219* NAD 83(1986) POSITION- 39 46 12.     (N) 084 54 32.     (W)   SCALED
 JZ1219* NAVD 88 ORTHO HEIGHT -   310.457 (meters)     1018.56  (feet) ADJUSTED
 JZ1219  ______________________________________________________________________
 JZ1219  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 JZ1219  DYNAMIC HEIGHT  -        310.277 (meters)     1017.97  (feet) COMP
 JZ1219  MODELED GRAVITY -    980,038.4   (mgal)                       NAVD 88
 JZ1219
 JZ1219  VERT ORDER      -  SECOND    CLASS 0
 JZ1219
 JZ1219.The horizontal coordinates were scaled from a map and have
 JZ1219.an estimated accuracy of +/- 6 seconds.
 JZ1219
 JZ1219.The orthometric height was determined by differential leveling and
 JZ1219.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1219.in June 1991.
 JZ1219
 JZ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1219.GEOID18 height accuracy estimate available here.
 JZ1219
 JZ1219.Click photographs - Photos may exist for this station.
 JZ1219
 JZ1219.The dynamic height is computed by dividing the NAVD 88
 JZ1219.geopotential number by the normal gravity value computed on the
 JZ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1219.degrees latitude (g = 980.6199 gals.).
 JZ1219
 JZ1219.The modeled gravity was interpolated from observed gravity values.
 JZ1219
 JZ1219;                    North         East    Units  Estimated Accuracy
 JZ1219;SPC IN E     -   502,260.      164,920.      MT  (+/- 180 meters Scaled)
 JZ1219
 JZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK791043(NAD 83)
 JZ1219
 JZ1219                          SUPERSEDED SURVEY CONTROL
 JZ1219
 JZ1219  NGVD 29 (??/??/92)  310.61   (m)         1019.1    (f) COMPUTED    2 0
 JZ1219
 JZ1219.Superseded values are not recommended for survey control.
 JZ1219
 JZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1219.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1219
 JZ1219_MARKER: DB = BENCH MARK DISK
 JZ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1219_STAMPING: U 255 1947
 JZ1219_MARK LOGO: CGS
 JZ1219_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1219+STABILITY: SURFACE MOTION
 JZ1219
 JZ1219  HISTORY     - Date     Condition        Report By
 JZ1219  HISTORY     - 1947     MONUMENTED       CGS
 JZ1219
 JZ1219                          STATION DESCRIPTION
 JZ1219
 JZ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1219'4.8 MI S FROM RICHMOND.
 JZ1219'ABOUT 4.8 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1219'AT RICHMOND, AT THE TOP OF A GRADE, AT AN OVERHEAD TELEPHONE
 JZ1219'CABLE LINE CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE
 JZ1219'HIGHWAY, 4.5 FEET NORTH OF CABLE LINE POLE NUMBER 1557 1/2, 1
 JZ1219'FOOT WEST OF A WIRE FENCE LINE, 50 FEET SOUTH OF THE CENTER
 JZ1219'LINE OF A FARM ROAD LEADING EAST, 11.5 FEET SOUTH OF A T FENCE
 JZ1219'CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1219'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1219'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1220 ***********************************************************************
 JZ1220  DESIGNATION -  U 255 RESET
 JZ1220  PID         -  JZ1220
 JZ1220  STATE/COUNTY-  IN/WAYNE
 JZ1220  COUNTRY     -  US
 JZ1220  USGS QUAD   -  RICHMOND (2019)
 JZ1220
 JZ1220                         *CURRENT SURVEY CONTROL
 JZ1220  ______________________________________________________________________
 JZ1220* NAD 83(1986) POSITION- 39 46 12.     (N) 084 54 32.     (W)   SCALED
 JZ1220* NAVD 88 ORTHO HEIGHT -   310.18  (meters)     1017.6   (feet) RESET
 JZ1220  ______________________________________________________________________
 JZ1220  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 JZ1220  VERT ORDER      -  THIRD
 JZ1220
 JZ1220.The horizontal coordinates were scaled from a map and have
 JZ1220.an estimated accuracy of +/- 6 seconds.
 JZ1220
 JZ1220.The orthometric height was computed from unverified reset data.
 JZ1220
 JZ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1220.GEOID18 height accuracy estimate available here.
 JZ1220
 JZ1220.Click photographs - Photos may exist for this station.
 JZ1220
 JZ1220;                    North         East    Units  Estimated Accuracy
 JZ1220;SPC IN E     -   502,260.      164,920.      MT  (+/- 180 meters Scaled)
 JZ1220
 JZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK791043(NAD 83)
 JZ1220
 JZ1220                          SUPERSEDED SURVEY CONTROL
 JZ1220
 JZ1220  NGVD 29 (??/??/??)  310.33   (m)         1018.1    (f) RESET       3  
 JZ1220
 JZ1220.Superseded values are not recommended for survey control.
 JZ1220
 JZ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1220.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1220
 JZ1220_MARKER: DB = BENCH MARK DISK
 JZ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1220_STAMPING: U 255 RESET 1958
 JZ1220_MARK LOGO: CGS
 JZ1220_PROJECTION: FLUSH
 JZ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1220+STABILITY: SURFACE MOTION
 JZ1220
 JZ1220  HISTORY     - Date     Condition        Report By
 JZ1220  HISTORY     - 1958     MONUMENTED       USGS
 JZ1220
 JZ1220                          STATION DESCRIPTION
 JZ1220
 JZ1220'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JZ1220'4.8 MI S FROM RICHMOND.
 JZ1220'4.8 MILES SOUTH ALONG OLD U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1220'AT RICHMOND, WAYNE COUNTY, AT THE TOP OF A GRADE, AT AN OVERHEAD
 JZ1220'TELEPHONE CABLE LINE CROSSING, 53 FEET EAST OF THE CENTERLINE
 JZ1220'OF OLD U.S. HIGHWAY 27, 57.7 FEET SOUTH OF THE CENTERLINE OF A
 JZ1220'DRIVE EAST, 2 FEET WEST OF A FENCE LINE, 7.4 FEET SOUTH OF A POLE
 JZ1220'SUPPORTING A.T. AND T. CABLE.  A STANDARD DISK, STAMPED U 255
 JZ1220'RESET 1958 SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1934 ***********************************************************************
 JZ1934  DESIGNATION -  U 257
 JZ1934  PID         -  JZ1934
 JZ1934  STATE/COUNTY-  IN/DECATUR
 JZ1934  COUNTRY     -  US
 JZ1934  USGS QUAD   -  MILROY (2019)
 JZ1934
 JZ1934                         *CURRENT SURVEY CONTROL
 JZ1934  ______________________________________________________________________
 JZ1934* NAD 83(1986) POSITION- 39 24 35.     (N) 085 28 47.     (W)   SCALED
 JZ1934* NAVD 88 ORTHO HEIGHT -   288.890 (meters)      947.80  (feet) ADJUSTED
 JZ1934  ______________________________________________________________________
 JZ1934  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 JZ1934  DYNAMIC HEIGHT  -        288.711 (meters)      947.21  (feet) COMP
 JZ1934  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JZ1934
 JZ1934  VERT ORDER      -  SECOND    CLASS 0
 JZ1934
 JZ1934.The horizontal coordinates were scaled from a map and have
 JZ1934.an estimated accuracy of +/- 6 seconds.
 JZ1934
 JZ1934.The orthometric height was determined by differential leveling and
 JZ1934.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1934.in June 1991.
 JZ1934
 JZ1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1934.GEOID18 height accuracy estimate available here.
 JZ1934
 JZ1934.Click photographs - Photos may exist for this station.
 JZ1934
 JZ1934.The dynamic height is computed by dividing the NAVD 88
 JZ1934.geopotential number by the normal gravity value computed on the
 JZ1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1934.degrees latitude (g = 980.6199 gals.).
 JZ1934
 JZ1934.The modeled gravity was interpolated from observed gravity values.
 JZ1934
 JZ1934;                    North         East    Units  Estimated Accuracy
 JZ1934;SPC IN E     -   462,000.      116,100.      MT  (+/- 180 meters Scaled)
 JZ1934
 JZ1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ308633(NAD 83)
 JZ1934
 JZ1934                          SUPERSEDED SURVEY CONTROL
 JZ1934
 JZ1934  NGVD 29 (??/??/92)  289.019  (m)          948.22   (f) ADJ UNCH    2 0
 JZ1934
 JZ1934.Superseded values are not recommended for survey control.
 JZ1934
 JZ1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1934.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1934
 JZ1934_MARKER: DB = BENCH MARK DISK
 JZ1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1934_STAMPING: U 257 1947
 JZ1934_MARK LOGO: CGS
 JZ1934_PROJECTION: PROJECTING
 JZ1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1934+STABILITY: SURFACE MOTION
 JZ1934
 JZ1934  HISTORY     - Date     Condition        Report By
 JZ1934  HISTORY     - 1947     MONUMENTED       CGS
 JZ1934
 JZ1934                          STATION DESCRIPTION
 JZ1934
 JZ1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1934'0.8 MI S FROM SANDUSKY.
 JZ1934'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 JZ1934'SANDUSKY, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 JZ1934'A GRAVEL ROAD, 131 FEET SOUTHWEST AND ACROSS THE INTERSECTION
 JZ1934'FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 28 FEET WEST OF THE
 JZ1934'CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE
 JZ1934'OF THE GRAVEL ROAD, 81 FEET NORTH OF THE WEST END OF A 32-INCH
 JZ1934'CORRUGATED STEEL PIPE CULVERT, 1 FOOT EAST OF A FENCE LINE, 2
 JZ1934'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 JZ1934'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1953 ***********************************************************************
 JZ1953  DESIGNATION -  U 258
 JZ1953  PID         -  JZ1953
 JZ1953  STATE/COUNTY-  IN/DECATUR
 JZ1953  COUNTRY     -  US
 JZ1953  USGS QUAD   -  CLARKSBURG (2019)
 JZ1953
 JZ1953                         *CURRENT SURVEY CONTROL
 JZ1953  ______________________________________________________________________
 JZ1953* NAD 83(1986) POSITION- 39 26 00.     (N) 085 19 32.     (W)   SCALED
 JZ1953* NAVD 88 ORTHO HEIGHT -   315.705 (meters)     1035.78  (feet) ADJUSTED
 JZ1953  ______________________________________________________________________
 JZ1953  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 JZ1953  DYNAMIC HEIGHT  -        315.511 (meters)     1035.14  (feet) COMP
 JZ1953  MODELED GRAVITY -    980,002.4   (mgal)                       NAVD 88
 JZ1953
 JZ1953  VERT ORDER      -  SECOND    CLASS 0
 JZ1953
 JZ1953.The horizontal coordinates were scaled from a map and have
 JZ1953.an estimated accuracy of +/- 6 seconds.
 JZ1953
 JZ1953.The orthometric height was determined by differential leveling and
 JZ1953.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1953.in June 1991.
 JZ1953
 JZ1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1953.GEOID18 height accuracy estimate available here.
 JZ1953
 JZ1953.Click photographs - Photos may exist for this station.
 JZ1953
 JZ1953.The dynamic height is computed by dividing the NAVD 88
 JZ1953.geopotential number by the normal gravity value computed on the
 JZ1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1953.degrees latitude (g = 980.6199 gals.).
 JZ1953
 JZ1953.The modeled gravity was interpolated from observed gravity values.
 JZ1953
 JZ1953;                    North         East    Units  Estimated Accuracy
 JZ1953;SPC IN E     -   464,660.      129,370.      MT  (+/- 180 meters Scaled)
 JZ1953
 JZ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ441662(NAD 83)
 JZ1953
 JZ1953                          SUPERSEDED SURVEY CONTROL
 JZ1953
 JZ1953  NGVD 29 (??/??/92)  315.840  (m)         1036.22   (f) ADJ UNCH    2 0
 JZ1953
 JZ1953.Superseded values are not recommended for survey control.
 JZ1953
 JZ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1953.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1953
 JZ1953_MARKER: DB = BENCH MARK DISK
 JZ1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1953_STAMPING: U 258 1947
 JZ1953_MARK LOGO: CGS
 JZ1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1953+STABILITY: SURFACE MOTION
 JZ1953
 JZ1953  HISTORY     - Date     Condition        Report By
 JZ1953  HISTORY     - 1947     MONUMENTED       CGS
 JZ1953
 JZ1953                          STATION DESCRIPTION
 JZ1953
 JZ1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1953'1.2 MI E FROM CLARKSBURG.
 JZ1953'ABOUT 1.2 MILES EAST ALONG THE BUENA VISTA ROAD FROM THE
 JZ1953'CROSSROADS AT CLARKSBURG, SET IN THE NORTHWEST ANGLE OF THE
 JZ1953'JUNCTION OF A GRAVEL ROAD NORTH, 150 FEET EAST OF THE CENTER OF
 JZ1953'A 4-FOOT ARCH CONCRETE CULVERT, 56 FEET WEST OF THE CENTER LINE
 JZ1953'OF THE ROAD NORTH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JZ1953'32 FEET EAST OF A CLUSTER OF 4 12-INCH TREES, 1 FOOT SOUTH OF
 JZ1953'THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1953'LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 JZ1953'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1764 ***********************************************************************
 JZ1764  DESIGNATION -  U 259
 JZ1764  PID         -  JZ1764
 JZ1764  STATE/COUNTY-  IN/FAYETTE
 JZ1764  COUNTRY     -  US
 JZ1764  USGS QUAD   -  NEW SALEM (2019)
 JZ1764
 JZ1764                         *CURRENT SURVEY CONTROL
 JZ1764  ______________________________________________________________________
 JZ1764* NAD 83(1986) POSITION- 39 34 36.     (N) 085 17 55.     (W)   SCALED
 JZ1764* NAVD 88 ORTHO HEIGHT -   327.462 (meters)     1074.35  (feet) ADJUSTED
 JZ1764  ______________________________________________________________________
 JZ1764  GEOID HEIGHT    -        -34.055 (meters)                     GEOID18
 JZ1764  DYNAMIC HEIGHT  -        327.264 (meters)     1073.70  (feet) COMP
 JZ1764  MODELED GRAVITY -    980,011.3   (mgal)                       NAVD 88
 JZ1764
 JZ1764  VERT ORDER      -  SECOND    CLASS 0
 JZ1764
 JZ1764.The horizontal coordinates were scaled from a map and have
 JZ1764.an estimated accuracy of +/- 6 seconds.
 JZ1764
 JZ1764.The orthometric height was determined by differential leveling and
 JZ1764.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1764.in June 1991.
 JZ1764
 JZ1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1764.GEOID18 height accuracy estimate available here.
 JZ1764
 JZ1764.Click photographs - Photos may exist for this station.
 JZ1764
 JZ1764.The dynamic height is computed by dividing the NAVD 88
 JZ1764.geopotential number by the normal gravity value computed on the
 JZ1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1764.degrees latitude (g = 980.6199 gals.).
 JZ1764
 JZ1764.The modeled gravity was interpolated from observed gravity values.
 JZ1764
 JZ1764;                    North         East    Units  Estimated Accuracy
 JZ1764;SPC IN E     -   480,580.      131,620.      MT  (+/- 180 meters Scaled)
 JZ1764
 JZ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ461821(NAD 83)
 JZ1764
 JZ1764                          SUPERSEDED SURVEY CONTROL
 JZ1764
 JZ1764  NGVD 29 (??/??/92)  327.594  (m)         1074.78   (f) ADJ UNCH    2 0
 JZ1764
 JZ1764.Superseded values are not recommended for survey control.
 JZ1764
 JZ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1764.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1764
 JZ1764_MARKER: DB = BENCH MARK DISK
 JZ1764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1764_SP_SET: CULVERT
 JZ1764_STAMPING: U 259 1947
 JZ1764_MARK LOGO: CGS
 JZ1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1764+STABILITY: SURFACE MOTION
 JZ1764
 JZ1764  HISTORY     - Date     Condition        Report By
 JZ1764  HISTORY     - 1947     MONUMENTED       CGS
 JZ1764
 JZ1764                          STATION DESCRIPTION
 JZ1764
 JZ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1764'0.4 MI S FROM ORANGE.
 JZ1764'ABOUT 0.45 MILE SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1764'THE CHRISTIAN CHURCH AT ORANGE, AT THE JUNCTION OF A SIDE ROAD
 JZ1764'LEADING WEST, SET IN THE TOP OF THE EAST HEAD WALL OF A 5 FOOT
 JZ1764'CONCRETE ARCH CULVERT UNDER THE NORTH-SOUTH ROAD, 8.5 FEET EAST OF
 JZ1764'THE CENTER LINE OF THE COUNTY LINE ROAD, 27 FEET NORTH OF THE
 JZ1764'PROLONGED CENTER LINE OF THE ROAD WEST, 4.5 FEET NORTH OF THE SOUTH
 JZ1764'END OF THE HEAD WALL, ABOUT 1/2-FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1870 ***********************************************************************
 LA1870  DESIGNATION -  U 26
 LA1870  PID         -  LA1870
 LA1870  STATE/COUNTY-  IN/GRANT
 LA1870  COUNTRY     -  US
 LA1870  USGS QUAD   -  SWEETSER (2019)
 LA1870
 LA1870                         *CURRENT SURVEY CONTROL
 LA1870  ______________________________________________________________________
 LA1870* NAD 83(1986) POSITION- 40 30 49.     (N) 085 47 14.     (W)   SCALED
 LA1870* NAVD 88 ORTHO HEIGHT -   261.002 (meters)      856.30  (feet) ADJUSTED
 LA1870  ______________________________________________________________________
 LA1870  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 LA1870  DYNAMIC HEIGHT  -        260.867 (meters)      855.86  (feet) COMP
 LA1870  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 LA1870
 LA1870  VERT ORDER      -  SECOND    CLASS 0
 LA1870
 LA1870.The horizontal coordinates were scaled from a map and have
 LA1870.an estimated accuracy of +/- 6 seconds.
 LA1870
 LA1870.The orthometric height was determined by differential leveling and
 LA1870.adjusted by the NATIONAL GEODETIC SURVEY
 LA1870.in June 1991.
 LA1870
 LA1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1870.GEOID18 height accuracy estimate available here.
 LA1870
 LA1870.Click photographs - Photos may exist for this station.
 LA1870
 LA1870.The dynamic height is computed by dividing the NAVD 88
 LA1870.geopotential number by the normal gravity value computed on the
 LA1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1870.degrees latitude (g = 980.6199 gals.).
 LA1870
 LA1870.The modeled gravity was interpolated from observed gravity values.
 LA1870
 LA1870;                    North         East    Units  Estimated Accuracy
 LA1870;SPC IN E     -   584,550.       89,780.      MT  (+/- 180 meters Scaled)
 LA1870
 LA1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK027854(NAD 83)
 LA1870
 LA1870                          SUPERSEDED SURVEY CONTROL
 LA1870
 LA1870  NGVD 29 (??/??/92)  261.129  (m)          856.72   (f) ADJ UNCH    2 0
 LA1870
 LA1870.Superseded values are not recommended for survey control.
 LA1870
 LA1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1870.See file dsdata.pdf to determine how the superseded data were derived.
 LA1870
 LA1870_MARKER: DB = BENCH MARK DISK
 LA1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1870_STAMPING: U 26 1934
 LA1870_MARK LOGO: CGS
 LA1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1870+STABILITY: SURFACE MOTION
 LA1870
 LA1870  HISTORY     - Date     Condition        Report By
 LA1870  HISTORY     - 1934     MONUMENTED       CGS
 LA1870  HISTORY     - 1946     GOOD             CGS
 LA1870
 LA1870                          STATION DESCRIPTION
 LA1870
 LA1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1870'2.1 MI E FROM SWAYZEE.
 LA1870'2.1 MILES EAST ALONG THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD
 LA1870'FROM THE STATION AT SWAYZEE, AT HERBST, 99 FEET EAST AND ACROSS
 LA1870'THE ROAD FROM THE NORTHEAST CORNER OF THE HERBST STATION, 72
 LA1870'FEET EAST OF THE CENTER LINE OF A BLACK TOP ROAD, 40 FEET
 LA1870'SOUTHWEST OF THE SOUTHEAST CORNER OF THE TUDORS STORE BUILDING,
 LA1870'63 FEET WEST OF A TELEGRAPH POLE, 41 FEET EAST OF POLE NO.
 LA1870'162/15, 26 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 3 FEET
 LA1870'BELOW THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1870'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2286 ***********************************************************************
 JZ2286  DESIGNATION -  U 260
 JZ2286  PID         -  JZ2286
 JZ2286  STATE/COUNTY-  IN/DECATUR
 JZ2286  COUNTRY     -  US
 JZ2286  USGS QUAD   -  FOREST HILL (2019)
 JZ2286
 JZ2286                         *CURRENT SURVEY CONTROL
 JZ2286  ______________________________________________________________________
 JZ2286* NAD 83(1986) POSITION- 39 20 07.     (N) 085 33 55.     (W)   SCALED
 JZ2286* NAVD 88 ORTHO HEIGHT -   270.718 (meters)      888.18  (feet) ADJUSTED
 JZ2286  ______________________________________________________________________
 JZ2286  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ2286  DYNAMIC HEIGHT  -        270.550 (meters)      887.63  (feet) COMP
 JZ2286  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 JZ2286
 JZ2286  VERT ORDER      -  SECOND    CLASS 0
 JZ2286
 JZ2286.The horizontal coordinates were scaled from a map and have
 JZ2286.an estimated accuracy of +/- 6 seconds.
 JZ2286
 JZ2286.The orthometric height was determined by differential leveling and
 JZ2286.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2286.in June 1991.
 JZ2286
 JZ2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2286.GEOID18 height accuracy estimate available here.
 JZ2286
 JZ2286.Click photographs - Photos may exist for this station.
 JZ2286
 JZ2286.The dynamic height is computed by dividing the NAVD 88
 JZ2286.geopotential number by the normal gravity value computed on the
 JZ2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2286.degrees latitude (g = 980.6199 gals.).
 JZ2286
 JZ2286.The modeled gravity was interpolated from observed gravity values.
 JZ2286
 JZ2286;                    North         East    Units  Estimated Accuracy
 JZ2286;SPC IN E     -   453,720.      108,740.      MT  (+/- 180 meters Scaled)
 JZ2286
 JZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ236549(NAD 83)
 JZ2286
 JZ2286                          SUPERSEDED SURVEY CONTROL
 JZ2286
 JZ2286  NGVD 29 (??/??/92)  270.837  (m)          888.57   (f) ADJ UNCH    2 0
 JZ2286
 JZ2286.Superseded values are not recommended for survey control.
 JZ2286
 JZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2286.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2286
 JZ2286_MARKER: DB = BENCH MARK DISK
 JZ2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2286_STAMPING: U 260 1947
 JZ2286_MARK LOGO: CGS
 JZ2286_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2286+STABILITY: SURFACE MOTION
 JZ2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2286+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 JZ2286
 JZ2286  HISTORY     - Date     Condition        Report By
 JZ2286  HISTORY     - 1947     MONUMENTED       CGS
 JZ2286  HISTORY     - 20131117 GOOD             GEOCAC
 JZ2286  HISTORY     - 20221103 GOOD             INDOT
 JZ2286
 JZ2286                          STATION DESCRIPTION
 JZ2286
 JZ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2286'4.4 MI S FROM ADAMS.
 JZ2286'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2286'FROM THE STATION AT ADAMS, THENCE ABOUT 0.7 MILE SOUTH ALONG
 JZ2286'A GRAVEL ROAD, THENCE ABOUT 0.25 MILE WEST ALONG A BLACK TOP ROAD,
 JZ2286'2.05 MILES SOUTH ALONG A GRAVEL ROAD AND 0.5 MILE WEST ALONG
 JZ2286'A BLACK TOP ROAD, ABOUT 0.3 MILE EAST OF THE JUNCTION OF A
 JZ2286'GRAVEL ROAD SOUTH TO EWINGTON, ABOUT 0.15 MILE WEST OF A LARGE
 JZ2286'WHITE BARN ON THE NORTH SIDE OF THE ROAD, AT A LARGE RIGHT-ANGLE
 JZ2286'SHAPED CONCRETE FENCE CORNER POST IN THE SOUTH R/W FENCE LINE,
 JZ2286'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF
 JZ2286'THE NORTHWEST CORNER OF THE CONCRETE FENCE POST, 1.5 FEET
 JZ2286'NORTH OF THE NORTH FACE OF THE POST, 6 FEET EAST OF A POWER
 JZ2286'POLE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2286'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2286'4 INCHES.
 JZ2286
 JZ2286                          STATION RECOVERY (2013)
 JZ2286
 JZ2286'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2286'THERE IS A 90 DEGREE CONCRETE WALL ON THE SOUTH
 JZ2286'SIDE OF BASE ROAD. THE BENCHMARK IS RIGHT IN FRONT OF IT.
 JZ2286
 JZ2286                          STATION RECOVERY (2022)
 JZ2286
 JZ2286'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1994 ***********************************************************************
 JZ1994  DESIGNATION -  U 261
 JZ1994  PID         -  JZ1994
 JZ1994  STATE/COUNTY-  IN/FRANKLIN
 JZ1994  COUNTRY     -  US
 JZ1994  USGS QUAD   -  BATESVILLE (2019)
 JZ1994
 JZ1994                         *CURRENT SURVEY CONTROL
 JZ1994  ______________________________________________________________________
 JZ1994* NAD 83(1986) POSITION- 39 21 03.     (N) 085 10 53.     (W)   SCALED
 JZ1994* NAVD 88 ORTHO HEIGHT -   296.662 (meters)      973.30  (feet) ADJUSTED
 JZ1994  ______________________________________________________________________
 JZ1994  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JZ1994  DYNAMIC HEIGHT  -        296.478 (meters)      972.69  (feet) COMP
 JZ1994  MODELED GRAVITY -    980,000.7   (mgal)                       NAVD 88
 JZ1994
 JZ1994  VERT ORDER      -  SECOND    CLASS 0
 JZ1994
 JZ1994.The horizontal coordinates were scaled from a map and have
 JZ1994.an estimated accuracy of +/- 6 seconds.
 JZ1994
 JZ1994.The orthometric height was determined by differential leveling and
 JZ1994.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1994.in June 1991.
 JZ1994
 JZ1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1994.GEOID18 height accuracy estimate available here.
 JZ1994
 JZ1994.Click photographs - Photos may exist for this station.
 JZ1994
 JZ1994.The dynamic height is computed by dividing the NAVD 88
 JZ1994.geopotential number by the normal gravity value computed on the
 JZ1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1994.degrees latitude (g = 980.6199 gals.).
 JZ1994
 JZ1994.The modeled gravity was interpolated from observed gravity values.
 JZ1994
 JZ1994;                    North         East    Units  Estimated Accuracy
 JZ1994;SPC IN E     -   455,560.      141,830.      MT  (+/- 180 meters Scaled)
 JZ1994
 JZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ567572(NAD 83)
 JZ1994
 JZ1994                          SUPERSEDED SURVEY CONTROL
 JZ1994
 JZ1994  NGVD 29 (??/??/92)  296.814  (m)          973.80   (f) ADJ UNCH    2 0
 JZ1994
 JZ1994.Superseded values are not recommended for survey control.
 JZ1994
 JZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1994.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1994
 JZ1994_MARKER: DB = BENCH MARK DISK
 JZ1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1994_STAMPING: U 261 1947
 JZ1994_MARK LOGO: CGS
 JZ1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1994+STABILITY: SURFACE MOTION
 JZ1994
 JZ1994  HISTORY     - Date     Condition        Report By
 JZ1994  HISTORY     - 1947     MONUMENTED       CGS
 JZ1994
 JZ1994                          STATION DESCRIPTION
 JZ1994
 JZ1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1994'1.6 MI N FROM OLDENBURG.
 JZ1994'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 229 FROM THE HOLY
 JZ1994'FAMILY SCHOOL AT OLDENBURG, ABOUT 0.4 MILE NORTH OF THE JUNCTION
 JZ1994'OF A GRAVEL ROAD EAST, AT THE NORTHEAST CORNER OF A CULTIVATED
 JZ1994'FIELD AND THE SOUTHWEST CORNER OF A WOODED AREA, 19 FEET EAST
 JZ1994'OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST OF THE
 JZ1994'NORTH GATE POST AT THE FIELD ENTRANCE, 1.5 FEET EAST OF THE
 JZ1994'WIRE FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1994'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1994'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1804 ***********************************************************************
 JZ1804  DESIGNATION -  U 262
 JZ1804  PID         -  JZ1804
 JZ1804  STATE/COUNTY-  IN/FRANKLIN
 JZ1804  COUNTRY     -  US
 JZ1804  USGS QUAD   -  ALPINE (2019)
 JZ1804
 JZ1804                         *CURRENT SURVEY CONTROL
 JZ1804  ______________________________________________________________________
 JZ1804* NAD 83(1986) POSITION- 39 30 29.     (N) 085 09 36.     (W)   SCALED
 JZ1804* NAVD 88 ORTHO HEIGHT -   235.659 (meters)      773.16  (feet) ADJUSTED
 JZ1804  ______________________________________________________________________
 JZ1804  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 JZ1804  DYNAMIC HEIGHT  -        235.514 (meters)      772.68  (feet) COMP
 JZ1804  MODELED GRAVITY -    980,009.0   (mgal)                       NAVD 88
 JZ1804
 JZ1804  VERT ORDER      -  SECOND    CLASS 0
 JZ1804
 JZ1804.The horizontal coordinates were scaled from a map and have
 JZ1804.an estimated accuracy of +/- 6 seconds.
 JZ1804
 JZ1804.The orthometric height was determined by differential leveling and
 JZ1804.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1804.in June 1991.
 JZ1804
 JZ1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1804.GEOID18 height accuracy estimate available here.
 JZ1804
 JZ1804.Click photographs - Photos may exist for this station.
 JZ1804
 JZ1804.The dynamic height is computed by dividing the NAVD 88
 JZ1804.geopotential number by the normal gravity value computed on the
 JZ1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1804.degrees latitude (g = 980.6199 gals.).
 JZ1804
 JZ1804.The modeled gravity was interpolated from observed gravity values.
 JZ1804
 JZ1804;                    North         East    Units  Estimated Accuracy
 JZ1804;SPC IN E     -   473,020.      143,570.      MT  (+/- 180 meters Scaled)
 JZ1804
 JZ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ581747(NAD 83)
 JZ1804
 JZ1804                          SUPERSEDED SURVEY CONTROL
 JZ1804
 JZ1804  NGVD 29 (??/??/92)  235.804  (m)          773.63   (f) ADJ UNCH    2 0
 JZ1804
 JZ1804.Superseded values are not recommended for survey control.
 JZ1804
 JZ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1804.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1804
 JZ1804_MARKER: DB = BENCH MARK DISK
 JZ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1804_STAMPING: U 262 1947
 JZ1804_MARK LOGO: CGS
 JZ1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1804+STABILITY: SURFACE MOTION
 JZ1804
 JZ1804  HISTORY     - Date     Condition        Report By
 JZ1804  HISTORY     - 1947     MONUMENTED       CGS
 JZ1804  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1804
 JZ1804                          STATION DESCRIPTION
 JZ1804
 JZ1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1804'2.1 MI E FROM LAUREL.
 JZ1804'ABOUT 2.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN
 JZ1804'CROSSROADS AT LAUREL, 33.5 FEET SOUTHWEST OF THE SOUTHWEST
 JZ1804'CORNER OF A 10-FOOT CONCRETE BRIDGE OVER A SMALL CREEK, 23.5
 JZ1804'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A
 JZ1804'WIRE FENCE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 JZ1804'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1804'8 INCHES.
 JZ1804
 JZ1804                          STATION RECOVERY (1986)
 JZ1804
 JZ1804'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2020 ***********************************************************************
 JZ2020  DESIGNATION -  U 263
 JZ2020  PID         -  JZ2020
 JZ2020  STATE/COUNTY-  IN/DEARBORN
 JZ2020  COUNTRY     -  US
 JZ2020  USGS QUAD   -  SPADES (2019)
 JZ2020
 JZ2020                         *CURRENT SURVEY CONTROL
 JZ2020  ______________________________________________________________________
 JZ2020* NAD 83(1986) POSITION- 39 15 35.     (N) 085 02 23.     (W)   SCALED
 JZ2020* NAVD 88 ORTHO HEIGHT -   299.790 (meters)      983.56  (feet) ADJUSTED
 JZ2020  ______________________________________________________________________
 JZ2020  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2020  DYNAMIC HEIGHT  -        299.602 (meters)      982.94  (feet) COMP
 JZ2020  MODELED GRAVITY -    979,991.4   (mgal)                       NAVD 88
 JZ2020
 JZ2020  VERT ORDER      -  SECOND    CLASS 0
 JZ2020
 JZ2020.The horizontal coordinates were scaled from a map and have
 JZ2020.an estimated accuracy of +/- 6 seconds.
 JZ2020
 JZ2020.The orthometric height was determined by differential leveling and
 JZ2020.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2020.in June 1991.
 JZ2020
 JZ2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2020.GEOID18 height accuracy estimate available here.
 JZ2020
 JZ2020.Click photographs - Photos may exist for this station.
 JZ2020
 JZ2020.The dynamic height is computed by dividing the NAVD 88
 JZ2020.geopotential number by the normal gravity value computed on the
 JZ2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2020.degrees latitude (g = 980.6199 gals.).
 JZ2020
 JZ2020.The modeled gravity was interpolated from observed gravity values.
 JZ2020
 JZ2020;                    North         East    Units  Estimated Accuracy
 JZ2020;SPC IN E     -   445,520.      154,110.      MT  (+/- 180 meters Scaled)
 JZ2020
 JZ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691474(NAD 83)
 JZ2020
 JZ2020                          SUPERSEDED SURVEY CONTROL
 JZ2020
 JZ2020  NGVD 29 (??/??/92)  299.968  (m)          984.15   (f) ADJ UNCH    2 0
 JZ2020
 JZ2020.Superseded values are not recommended for survey control.
 JZ2020
 JZ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2020.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2020
 JZ2020_MARKER: DB = BENCH MARK DISK
 JZ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2020_STAMPING: U 263 1947
 JZ2020_MARK LOGO: CGS
 JZ2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2020+STABILITY: SURFACE MOTION
 JZ2020
 JZ2020  HISTORY     - Date     Condition        Report By
 JZ2020  HISTORY     - 1947     MONUMENTED       CGS
 JZ2020
 JZ2020                          STATION DESCRIPTION
 JZ2020
 JZ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2020'1.2 MI S FROM LAWRENCEVILLE.
 JZ2020'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2020'AT LAWRENCEVILLE, ABOUT 0.1 MILE SOUTH OF A LARGE 2-STORY WHITE
 JZ2020'FARM HOUSE ON THE WEST SIDE OF THE ROAD, AT THE SOUTHEAST CORNER
 JZ2020'OF A CULTIVATED FIELD, ABOUT 0.25 MILE SOUTH OF THE JUNCTION
 JZ2020'OF A GRAVEL ROAD EAST, 23 FEET WEST OF THE CENTER LINE OF THE
 JZ2020'ROAD, 11 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF THE FENCE
 JZ2020'LINE, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JZ2020'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2020'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2023 ***********************************************************************
 JZ2023  DESIGNATION -  U 264
 JZ2023  PID         -  JZ2023
 JZ2023  STATE/COUNTY-  IN/FRANKLIN
 JZ2023  COUNTRY     -  US
 JZ2023  USGS QUAD   -  SPADES (2019)
 JZ2023
 JZ2023                         *CURRENT SURVEY CONTROL
 JZ2023  ______________________________________________________________________
 JZ2023* NAD 83(1986) POSITION- 39 18 25.     (N) 085 02 22.     (W)   SCALED
 JZ2023* NAVD 88 ORTHO HEIGHT -   299.804 (meters)      983.61  (feet) ADJUSTED
 JZ2023  ______________________________________________________________________
 JZ2023  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 JZ2023  DYNAMIC HEIGHT  -        299.616 (meters)      982.99  (feet) COMP
 JZ2023  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 JZ2023
 JZ2023  VERT ORDER      -  SECOND    CLASS 0
 JZ2023
 JZ2023.The horizontal coordinates were scaled from a map and have
 JZ2023.an estimated accuracy of +/- 6 seconds.
 JZ2023
 JZ2023.The orthometric height was determined by differential leveling and
 JZ2023.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2023.in June 1991.
 JZ2023
 JZ2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2023.GEOID18 height accuracy estimate available here.
 JZ2023
 JZ2023.Click photographs - Photos may exist for this station.
 JZ2023
 JZ2023.The dynamic height is computed by dividing the NAVD 88
 JZ2023.geopotential number by the normal gravity value computed on the
 JZ2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2023.degrees latitude (g = 980.6199 gals.).
 JZ2023
 JZ2023.The modeled gravity was interpolated from observed gravity values.
 JZ2023
 JZ2023;                    North         East    Units  Estimated Accuracy
 JZ2023;SPC IN E     -   450,760.      154,100.      MT  (+/- 180 meters Scaled)
 JZ2023
 JZ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ690526(NAD 83)
 JZ2023
 JZ2023                          SUPERSEDED SURVEY CONTROL
 JZ2023
 JZ2023  NGVD 29 (??/??/92)  299.983  (m)          984.19   (f) ADJ UNCH    2 0
 JZ2023
 JZ2023.Superseded values are not recommended for survey control.
 JZ2023
 JZ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2023.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2023
 JZ2023_MARKER: DB = BENCH MARK DISK
 JZ2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2023_STAMPING: U 264 1947
 JZ2023_MARK LOGO: CGS
 JZ2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2023+STABILITY: SURFACE MOTION
 JZ2023
 JZ2023  HISTORY     - Date     Condition        Report By
 JZ2023  HISTORY     - 1947     MONUMENTED       CGS
 JZ2023
 JZ2023                          STATION DESCRIPTION
 JZ2023
 JZ2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2023'2 MI N FROM LAWRENCEVILLE.
 JZ2023'ABOUT 2.0 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2023'AT LAWRENCEVILLE, AT THE FRANKLIN-DEARBORN COUNTY LINE, 22 FEET
 JZ2023'WEST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF THE
 JZ2023'CENTER LINE OF THE COUNTY LINE ROAD, 4 FEET WEST OF A FENCE
 JZ2023'CORNER, 2.5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF THE
 JZ2023'FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ2023'BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 JZ2023'PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 0.35 MILE WEST AND
 JZ2023'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CATHOLIC
 JZ2023'CHURCH AT ST. PETER, FRANKLIN COUNTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0943 ***********************************************************************
 JZ0943  DESIGNATION -  U 265
 JZ0943  PID         -  JZ0943
 JZ0943  STATE/COUNTY-  IN/FRANKLIN
 JZ0943  COUNTRY     -  US
 JZ0943  USGS QUAD   -  REILY (2016)
 JZ0943
 JZ0943                         *CURRENT SURVEY CONTROL
 JZ0943  ______________________________________________________________________
 JZ0943* NAD 83(1986) POSITION- 39 24 25.     (N) 084 51 32.     (W)   SCALED
 JZ0943* NAVD 88 ORTHO HEIGHT -   311.326 (meters)     1021.41  (feet) ADJUSTED
 JZ0943  ______________________________________________________________________
 JZ0943  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 JZ0943  DYNAMIC HEIGHT  -        311.142 (meters)     1020.81  (feet) COMP
 JZ0943  MODELED GRAVITY -    980,029.4   (mgal)                       NAVD 88
 JZ0943
 JZ0943  VERT ORDER      -  SECOND    CLASS 0
 JZ0943
 JZ0943.The horizontal coordinates were scaled from a map and have
 JZ0943.an estimated accuracy of +/- 6 seconds.
 JZ0943
 JZ0943.The orthometric height was determined by differential leveling and
 JZ0943.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0943.in June 1991.
 JZ0943
 JZ0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0943.GEOID18 height accuracy estimate available here.
 JZ0943
 JZ0943.Click photographs - Photos may exist for this station.
 JZ0943
 JZ0943.The dynamic height is computed by dividing the NAVD 88
 JZ0943.geopotential number by the normal gravity value computed on the
 JZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0943.degrees latitude (g = 980.6199 gals.).
 JZ0943
 JZ0943.The modeled gravity was interpolated from observed gravity values.
 JZ0943
 JZ0943;                    North         East    Units  Estimated Accuracy
 JZ0943;SPC IN E     -   461,990.      169,570.      MT  (+/- 180 meters Scaled)
 JZ0943
 JZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ843641(NAD 83)
 JZ0943
 JZ0943                          SUPERSEDED SURVEY CONTROL
 JZ0943
 JZ0943  NGVD 29 (??/??/92)  311.503  (m)         1021.99   (f) ADJ UNCH    2 0
 JZ0943
 JZ0943.Superseded values are not recommended for survey control.
 JZ0943
 JZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0943.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0943
 JZ0943_MARKER: DB = BENCH MARK DISK
 JZ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0943_STAMPING: U 265 1947
 JZ0943_MARK LOGO: CGS
 JZ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0943+STABILITY: SURFACE MOTION
 JZ0943
 JZ0943  HISTORY     - Date     Condition        Report By
 JZ0943  HISTORY     - 1947     MONUMENTED       CGS
 JZ0943
 JZ0943                          STATION DESCRIPTION
 JZ0943
 JZ0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0943'0.9 MI E FROM MT CARMEL.
 JZ0943'0.9 MILE EAST ALONG STATE HIGHWAY 252 FROM THE PRESBYTERIAN
 JZ0943'CHURCH AT MT. CARMEL, ABOUT 188 FEET WEST OF THE CENTER LINE
 JZ0943'OF THE DRIVE TO REED A. SHANKS HORSE FARM, NEAR THE NORTHWEST
 JZ0943'CORNER OF A WHITE BOARD FENCE, 18 FEET SOUTH OF THE CENTER LINE
 JZ0943'OF THE HIGHWAY, 14.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 JZ0943'BOARD FENCE, 28 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 JZ0943'NORTH OF THE FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 JZ0943'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JZ0943'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2278 ***********************************************************************
 JZ2278  DESIGNATION -  U 266
 JZ2278  PID         -  JZ2278
 JZ2278  STATE/COUNTY-  IN/DECATUR
 JZ2278  COUNTRY     -  US
 JZ2278  USGS QUAD   -  HARTSVILLE (2019)
 JZ2278
 JZ2278                         *CURRENT SURVEY CONTROL
 JZ2278  ______________________________________________________________________
 JZ2278* NAD 83(1986) POSITION- 39 20 04.7    (N) 085 38 25.0    (W)   HD_HELD2
 JZ2278* NAVD 88 ORTHO HEIGHT -   253.275 (meters)      830.95  (feet) ADJUSTED
 JZ2278  ______________________________________________________________________
 JZ2278  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 JZ2278  DYNAMIC HEIGHT  -        253.118 (meters)      830.44  (feet) COMP
 JZ2278  MODELED GRAVITY -    980,004.3   (mgal)                       NAVD 88
 JZ2278
 JZ2278  VERT ORDER      -  SECOND    CLASS 0
 JZ2278
 JZ2278.The horizontal coordinates were established by autonomous hand held GPS
 JZ2278.observations and have an estimated accuracy of +/- 10 meters.
 JZ2278
 JZ2278.The orthometric height was determined by differential leveling and
 JZ2278.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2278.in June 1991.
 JZ2278
 JZ2278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2278.GEOID18 height accuracy estimate available here.
 JZ2278
 JZ2278.Click photographs - Photos may exist for this station.
 JZ2278
 JZ2278.The dynamic height is computed by dividing the NAVD 88
 JZ2278.geopotential number by the normal gravity value computed on the
 JZ2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2278.degrees latitude (g = 980.6199 gals.).
 JZ2278
 JZ2278.The modeled gravity was interpolated from observed gravity values.
 JZ2278
 JZ2278;                    North         East    Units  Estimated Accuracy
 JZ2278;SPC IN E     -   453,647.      102,275.      MT  (+/- 10 meters HH2 GPS)
 JZ2278
 JZ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1718654794(NAD 83)
 JZ2278
 JZ2278                          SUPERSEDED SURVEY CONTROL
 JZ2278
 JZ2278  NGVD 29 (??/??/92)  253.393  (m)          831.34   (f) ADJ UNCH    2 0
 JZ2278
 JZ2278.Superseded values are not recommended for survey control.
 JZ2278
 JZ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2278.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2278
 JZ2278_MARKER: DB = BENCH MARK DISK
 JZ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2278_STAMPING: U 266 1947
 JZ2278_MARK LOGO: CGS
 JZ2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2278+STABILITY: SURFACE MOTION
 JZ2278
 JZ2278  HISTORY     - Date     Condition        Report By
 JZ2278  HISTORY     - 1947     MONUMENTED       CGS
 JZ2278
 JZ2278                          STATION DESCRIPTION
 JZ2278
 JZ2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2278'1.3 MI N FROM BURNEY.
 JZ2278'ABOUT 1.3 MILE NORTH ALONG THE BURNEY-CLIFTY ROAD FROM THE
 JZ2278'POST OFFICE AT BURNEY, ABOUT 1.85 MILE SOUTHWEST OF THE POST
 JZ2278'OFFICE AT CLIFTY, AT THE JUNCTION WITH A SIDE ROAD LEADING WEST,
 JZ2278'34.5 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 19 FEET
 JZ2278'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 13.5 FEET SOUTH
 JZ2278'OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 2 FEET SOUTH
 JZ2278'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JZ2278'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2269 ***********************************************************************
 JZ2269  DESIGNATION -  U 267
 JZ2269  PID         -  JZ2269
 JZ2269  STATE/COUNTY-  IN/SHELBY
 JZ2269  COUNTRY     -  US
 JZ2269  USGS QUAD   -  HARTSVILLE (2019)
 JZ2269
 JZ2269                         *CURRENT SURVEY CONTROL
 JZ2269  ______________________________________________________________________
 JZ2269* NAD 83(1986) POSITION- 39 22 16.8    (N) 085 37 54.4    (W)   HD_HELD2
 JZ2269* NAVD 88 ORTHO HEIGHT -   258.915 (meters)      849.46  (feet) ADJUSTED
 JZ2269  ______________________________________________________________________
 JZ2269  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 JZ2269  DYNAMIC HEIGHT  -        258.756 (meters)      848.94  (feet) COMP
 JZ2269  MODELED GRAVITY -    980,006.9   (mgal)                       NAVD 88
 JZ2269
 JZ2269  VERT ORDER      -  SECOND    CLASS 0
 JZ2269
 JZ2269.The horizontal coordinates were established by autonomous hand held GPS
 JZ2269.observations and have an estimated accuracy of +/- 10 meters.
 JZ2269
 JZ2269.The orthometric height was determined by differential leveling and
 JZ2269.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2269.in June 1991.
 JZ2269
 JZ2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2269.GEOID18 height accuracy estimate available here.
 JZ2269
 JZ2269.Click photographs - Photos may exist for this station.
 JZ2269
 JZ2269.The dynamic height is computed by dividing the NAVD 88
 JZ2269.geopotential number by the normal gravity value computed on the
 JZ2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2269.degrees latitude (g = 980.6199 gals.).
 JZ2269
 JZ2269.The modeled gravity was interpolated from observed gravity values.
 JZ2269
 JZ2269;                    North         East    Units  Estimated Accuracy
 JZ2269;SPC IN E     -   457,721.      103,006.      MT  (+/- 10 meters HH2 GPS)
 JZ2269
 JZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1785758877(NAD 83)
 JZ2269
 JZ2269                          SUPERSEDED SURVEY CONTROL
 JZ2269
 JZ2269  NGVD 29 (??/??/92)  259.030  (m)          849.83   (f) ADJ UNCH    2 0
 JZ2269
 JZ2269.Superseded values are not recommended for survey control.
 JZ2269
 JZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2269.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2269
 JZ2269_MARKER: DB = BENCH MARK DISK
 JZ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2269_STAMPING: U 267 1947
 JZ2269_MARK LOGO: CGS
 JZ2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2269+STABILITY: SURFACE MOTION
 JZ2269
 JZ2269  HISTORY     - Date     Condition        Report By
 JZ2269  HISTORY     - 1947     MONUMENTED       CGS
 JZ2269
 JZ2269                          STATION DESCRIPTION
 JZ2269
 JZ2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2269'5.2 MI SE FROM GENEVA.
 JZ2269'ABOUT 5.15 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2269'CHURCH AT GENEVA, ABOUT 135 YARDS WEST OF THE SHELBY-DECATUR
 JZ2269'COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A
 JZ2269'SIDE ROAD LEADING NORTH, ABOUT 17 FEET WEST OF THE CENTER LINE OF
 JZ2269'THE SIDE ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2269'ROAD, 4.5 FEET WEST OF A FENCE CORNER, 1.0 FEET SOUTH OF A
 JZ2269'FENCE LINE, ABOUT ONE-HALF FOOT BELOW ROAD LEVEL AND SET IN THE
 JZ2269'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2176 ***********************************************************************
 JZ2176  DESIGNATION -  U 268
 JZ2176  PID         -  JZ2176
 JZ2176  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2176  COUNTRY     -  US
 JZ2176  USGS QUAD   -  HOPE (2019)
 JZ2176
 JZ2176                         *CURRENT SURVEY CONTROL
 JZ2176  ______________________________________________________________________
 JZ2176* NAD 83(1986) POSITION- 39 15 38.     (N) 085 46 16.     (W)   SCALED
 JZ2176* NAVD 88 ORTHO HEIGHT -   216.789 (meters)      711.25  (feet) ADJUSTED
 JZ2176  ______________________________________________________________________
 JZ2176  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 JZ2176  DYNAMIC HEIGHT  -        216.656 (meters)      710.81  (feet) COMP
 JZ2176  MODELED GRAVITY -    980,006.8   (mgal)                       NAVD 88
 JZ2176
 JZ2176  VERT ORDER      -  SECOND    CLASS 0
 JZ2176
 JZ2176.The horizontal coordinates were scaled from a map and have
 JZ2176.an estimated accuracy of +/- 6 seconds.
 JZ2176
 JZ2176.The orthometric height was determined by differential leveling and
 JZ2176.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2176.in June 1991.
 JZ2176
 JZ2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2176.GEOID18 height accuracy estimate available here.
 JZ2176
 JZ2176.Click photographs - Photos may exist for this station.
 JZ2176
 JZ2176.The dynamic height is computed by dividing the NAVD 88
 JZ2176.geopotential number by the normal gravity value computed on the
 JZ2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2176.degrees latitude (g = 980.6199 gals.).
 JZ2176
 JZ2176.The modeled gravity was interpolated from observed gravity values.
 JZ2176
 JZ2176;                    North         East    Units  Estimated Accuracy
 JZ2176;SPC IN E     -   445,430.       90,990.      MT  (+/- 180 meters Scaled)
 JZ2176
 JZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ060464(NAD 83)
 JZ2176
 JZ2176                          SUPERSEDED SURVEY CONTROL
 JZ2176
 JZ2176  NGVD 29 (??/??/92)  216.910  (m)          711.65   (f) ADJ UNCH    2 0
 JZ2176
 JZ2176.Superseded values are not recommended for survey control.
 JZ2176
 JZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2176.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2176
 JZ2176_MARKER: DB = BENCH MARK DISK
 JZ2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2176_STAMPING: U 268 1947
 JZ2176_MARK LOGO: CGS
 JZ2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2176+STABILITY: SURFACE MOTION
 JZ2176
 JZ2176  HISTORY     - Date     Condition        Report By
 JZ2176  HISTORY     - 1947     MONUMENTED       CGS
 JZ2176
 JZ2176                          STATION DESCRIPTION
 JZ2176
 JZ2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2176'2.7 MI S FROM HOPE.
 JZ2176'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2176'CHURCH AT HOPE, AT A FARM OWNED BY GEORGE SPOTTS, 39 FEET EAST
 JZ2176'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER
 JZ2176'LINE OF THE DRIVEWAY TO THE FARMHOUSE YARD, 8.5 FEET NORTH OF A
 JZ2176'TELEPHONE POLE, 14 FEET NORTH OF A FENCE CORNER AND GATE POST,
 JZ2176'1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ2176'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JZ2176'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2133 ***********************************************************************
 JZ2133  DESIGNATION -  U 269
 JZ2133  PID         -  JZ2133
 JZ2133  STATE/COUNTY-  IN/DECATUR
 JZ2133  COUNTRY     -  US
 JZ2133  USGS QUAD   -  FOREST HILL (2019)
 JZ2133
 JZ2133                         *CURRENT SURVEY CONTROL
 JZ2133  ______________________________________________________________________
 JZ2133* NAD 83(1997) POSITION- 39 22 21.60121(N) 085 33 01.75141(W)   ADJUSTED
 JZ2133* NAD 83(1997) ELLIP HT-   240.983 (meters)        (05/25/99)   ADJUSTED
 JZ2133* NAVD 88 ORTHO HEIGHT -   275.050 (meters)      902.39  (feet) ADJUSTED
 JZ2133  ______________________________________________________________________
 JZ2133  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ2133  NAD 83(1997) X  -    383,044.433 (meters)                     COMP
 JZ2133  NAD 83(1997) Y  - -4,922,491.450 (meters)                     COMP
 JZ2133  NAD 83(1997) Z  -  4,024,537.953 (meters)                     COMP
 JZ2133  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 JZ2133  DYNAMIC HEIGHT  -        274.879 (meters)      901.83  (feet) COMP
 JZ2133  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JZ2133
 JZ2133  HORZ ORDER      -  THIRD
 JZ2133  VERT ORDER      -  FIRST     CLASS II
 JZ2133  ELLP ORDER      -  FOURTH    CLASS I
 JZ2133
 JZ2133.The horizontal coordinates were established by GPS observations
 JZ2133.and adjusted by the National Geodetic Survey in May 1999.
 JZ2133
 JZ2133.The orthometric height was determined by differential leveling and
 JZ2133.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2133.in June 1991.
 JZ2133
 JZ2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2133.GEOID18 height accuracy estimate available here.
 JZ2133
 JZ2133.Click photographs - Photos may exist for this station.
 JZ2133
 JZ2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2133
 JZ2133.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2133
 JZ2133.The ellipsoidal height was determined by GPS observations
 JZ2133.and is referenced to NAD 83.
 JZ2133
 JZ2133.The dynamic height is computed by dividing the NAVD 88
 JZ2133.geopotential number by the normal gravity value computed on the
 JZ2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2133.degrees latitude (g = 980.6199 gals.).
 JZ2133
 JZ2133.The modeled gravity was interpolated from observed gravity values.
 JZ2133
 JZ2133. The following values were computed from the NAD 83(1997) position.
 JZ2133
 JZ2133;                    North         East     Units Scale Factor Converg.
 JZ2133;SPC IN E     -   457,874.484   110,010.930   MT  0.99996790   +0 04 25.3
 JZ2133;SPC IN E     - 1,502,209.87    360,927.53   sFT  0.99996790   +0 04 25.3
 JZ2133;UTM  16      - 4,359,135.178   624,857.466   MT  0.99979194   +0 55 10.7
 JZ2133
 JZ2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2133!SPC IN E     -   0.99996219  x   0.99996790  =   0.99993009
 JZ2133!UTM  16      -   0.99996219  x   0.99979194  =   0.99975414
 JZ2133
 JZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2485759135(NAD 83)
 JZ2133
 JZ2133                          SUPERSEDED SURVEY CONTROL
 JZ2133
 JZ2133  NAD 83(1995)-  39 22 21.60285(N)    085 33 01.75514(W) AD(       ) 3
 JZ2133  NAD 83(1993)-  39 22 21.60456(N)    085 33 01.75892(W) AD(       ) 3
 JZ2133  NAD 83(1986)-  39 22 21.60445(N)    085 33 01.75967(W) AD(       ) 3
 JZ2133  NAD 27      -  39 22 21.42455(N)    085 33 01.86157(W) AD(       ) 3
 JZ2133  NGVD 29 (??/??/92)  275.169  (m)          902.78   (f) ADJ UNCH    1 2
 JZ2133  NGVD 29 (02/23/89)  275.     (m)  RAPSU86  model used  GPS OBS        
 JZ2133
 JZ2133.Superseded values are not recommended for survey control.
 JZ2133
 JZ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2133.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2133
 JZ2133_MARKER: DB = BENCH MARK DISK
 JZ2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2133_STAMPING: U 269 1947
 JZ2133_MARK LOGO: CGS
 JZ2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2133+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1988
 JZ2133
 JZ2133  HISTORY     - Date     Condition        Report By
 JZ2133  HISTORY     - 1947     MONUMENTED       CGS
 JZ2133  HISTORY     - 1986     GOOD             NGS
 JZ2133  HISTORY     - 19880620 GOOD             NGS
 JZ2133  HISTORY     - 20221103 MARK NOT FOUND   INDOT
 JZ2133
 JZ2133                          STATION DESCRIPTION
 JZ2133
 JZ2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2133'0.9 MI SE FROM ADAMS.
 JZ2133'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2133'FROM THE STATION AT ADAMS, SET IN THE SOUTHEAST ANGLE OF A
 JZ2133'NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT 8 RAILS SOUTHEAST OF MILE
 JZ2133'POST 67, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET EAST
 JZ2133'OF THE CENTER LINE OF THE GRAVEL ROAD, 9.5 FEET NORTHWEST OF
 JZ2133'POWER POLE NO. 66/41, 4.5 FEET SOUTHEAST OF A FENCE CORNER, 1.5
 JZ2133'FEET NORTHEAST OF THE R/W FENCE LINE, 2 FEET NORTHWEST OF A
 JZ2133'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND SET
 JZ2133'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2133
 JZ2133                          STATION RECOVERY (1986)
 JZ2133
 JZ2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2133'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 JZ2133'SOUTH ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION WITH
 JZ2133'INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 1.7 KM (1.05 MI) WEST
 JZ2133'ALONG STATE HIGHWAY 46, THENCE 6.0 KM (3.75 MI) NORTHWEST ALONG THE
 JZ2133'CONRAIL RAILROAD.
 JZ2133
 JZ2133                          STATION RECOVERY (1988)
 JZ2133
 JZ2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ2133'THE STATION IS LOCATED ABOUT 40.2 KM (25.00 MI) NORTHEAST OF COLUMBUS,
 JZ2133'8.0 KM (4.95 MI) NORTHWEST OF GREENSBURG, 1.6 KM (1.00 MI) SOUTHWEST
 JZ2133'OF INTERSTATE HIGHWAY 74, 1.6 KM (1.00 MI) SOUTHEAST OF ADAMS AND ON
 JZ2133'ROAD RIGHT-OF-WAY.  OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100
 JZ2133'NORTH SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS,
 JZ2133'IN 46204, PHONE 317-232-5533.
 JZ2133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 JZ2133'HIGHWAY 421 IN GREENSBURG, GO NORTH ON U.S. HIGHWAY 421 FOR 0.6 KM
 JZ2133'(0.35 MI) TO WHERE IT ENTERS INTERSTATE HIGHWAY 74.  TURN LEFT AND GO
 JZ2133'NORTHWEST ON A PAVED ROAD THAT RUNS ALONG SIDE OF INTERSTATE HIGHWAY
 JZ2133'74 FOR 3.4 KM (2.10 MI) TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR
 JZ2133'0.8 KM (0.50 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD
 JZ2133'WHICH TURNS TO GRAVEL FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT
 JZ2133'JUST AFTER CROSSING OVER RAILROAD TRACKS.
 JZ2133'THE MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---U 269 1947---,
 JZ2133'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 JZ2133'GROUND.  LOCATED 12.2 M (40.0 FT) SOUTHWEST FROM THE SOUTHWEST RAIL
 JZ2133'OF TRACKS, 6.1 M (20.0 FT) EAST FROM CENTER OF ROAD, 1.4 M (4.6 FT)
 JZ2133'SOUTHEAST FROM A FENCE CORNER AND 0.3 M (1.0 FT) NORTH FROM A WITNESS
 JZ2133'POST.
 JZ2133'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ2133'DESCRIBED BY D.A. BOWLING.
 JZ2133
 JZ2133                          STATION RECOVERY (2022)
 JZ2133
 JZ2133'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2133'IT APPEARS THAT THE MARK WAS DESTROYED OR COVERED UP BY CONSTRUCTION
 JZ2133'OF A PARKING LOT FOR THE HONDA PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1670 ***********************************************************************
 LA1670  DESIGNATION -  U 27
 LA1670  PID         -  LA1670
 LA1670  STATE/COUNTY-  IN/WABASH
 LA1670  COUNTRY     -  US
 LA1670  USGS QUAD   -  RICHVALLEY (2019)
 LA1670
 LA1670                         *CURRENT SURVEY CONTROL
 LA1670  ______________________________________________________________________
 LA1670* NAD 83(1986) POSITION- 40 47 04.     (N) 085 55 10.     (W)   SCALED
 LA1670* NAVD 88 ORTHO HEIGHT -   201.063 (meters)      659.65  (feet) ADJUSTED
 LA1670  ______________________________________________________________________
 LA1670  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LA1670  DYNAMIC HEIGHT  -        200.966 (meters)      659.34  (feet) COMP
 LA1670  MODELED GRAVITY -    980,140.8   (mgal)                       NAVD 88
 LA1670
 LA1670  VERT ORDER      -  SECOND    CLASS 0
 LA1670
 LA1670.The horizontal coordinates were scaled from a map and have
 LA1670.an estimated accuracy of +/- 6 seconds.
 LA1670
 LA1670.The orthometric height was determined by differential leveling and
 LA1670.adjusted by the NATIONAL GEODETIC SURVEY
 LA1670.in June 1991.
 LA1670
 LA1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1670.GEOID18 height accuracy estimate available here.
 LA1670
 LA1670.Click photographs - Photos may exist for this station.
 LA1670
 LA1670.The dynamic height is computed by dividing the NAVD 88
 LA1670.geopotential number by the normal gravity value computed on the
 LA1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1670.degrees latitude (g = 980.6199 gals.).
 LA1670
 LA1670.The modeled gravity was interpolated from observed gravity values.
 LA1670
 LA1670;                    North         East    Units  Estimated Accuracy
 LA1670;SPC IN E     -   614,650.       78,660.      MT  (+/- 180 meters Scaled)
 LA1670
 LA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL911153(NAD 83)
 LA1670
 LA1670                          SUPERSEDED SURVEY CONTROL
 LA1670
 LA1670  NGVD 29 (??/??/92)  201.185  (m)          660.05   (f) ADJ UNCH    2 0
 LA1670
 LA1670.Superseded values are not recommended for survey control.
 LA1670
 LA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1670.See file dsdata.pdf to determine how the superseded data were derived.
 LA1670
 LA1670_MARKER: DB = BENCH MARK DISK
 LA1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1670_STAMPING: U 27 1934
 LA1670_MARK LOGO: CGS
 LA1670_PROJECTION: RECESSED 5 CENTIMETERS
 LA1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1670+STABILITY: SURFACE MOTION
 LA1670
 LA1670  HISTORY     - Date     Condition        Report By
 LA1670  HISTORY     - 1934     MONUMENTED       CGS
 LA1670  HISTORY     - 1946     GOOD             CGS
 LA1670  HISTORY     - 1961     GOOD             CGS
 LA1670
 LA1670                          STATION DESCRIPTION
 LA1670
 LA1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1670'AT RICHVALLEY.
 LA1670'AT RICHVALLEY, ALONG THE WABASH RAILWAY, SET IN THE SOUTHEAST
 LA1670'QUARTER OF THE RICHVALLEY-ROANN ROAD CROSSING, 111 FEET
 LA1670'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 16
 LA1670'FEET EAST OF THE CENTER LINE OF THE ROAD, 15.5 FEET SOUTH OF
 LA1670'THE SOUTH RAIL, 3 FEET NORTH OF THE CROSSING WARNING SIGNAL
 LA1670'POST, ABOUT 1 FOOT BELOW THE CROSSING, AND SET IN THE TOP OF A
 LA1670'CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 LA1670
 LA1670                          STATION RECOVERY (1961)
 LA1670
 LA1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2153 ***********************************************************************
 JZ2153  DESIGNATION -  U 270
 JZ2153  PID         -  JZ2153
 JZ2153  STATE/COUNTY-  IN/JENNINGS
 JZ2153  COUNTRY     -  US
 JZ2153  USGS QUAD   -  NORTH VERNON (2019)
 JZ2153
 JZ2153                         *CURRENT SURVEY CONTROL
 JZ2153  ______________________________________________________________________
 JZ2153* NAD 83(1986) POSITION- 39 00 34.     (N) 085 43 21.     (W)   SCALED
 JZ2153* NAVD 88 ORTHO HEIGHT -   194.567 (meters)      638.34  (feet) ADJUSTED
 JZ2153  ______________________________________________________________________
 JZ2153  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 JZ2153  DYNAMIC HEIGHT  -        194.445 (meters)      637.94  (feet) COMP
 JZ2153  MODELED GRAVITY -    979,994.2   (mgal)                       NAVD 88
 JZ2153
 JZ2153  VERT ORDER      -  SECOND    CLASS 0
 JZ2153
 JZ2153.The horizontal coordinates were scaled from a map and have
 JZ2153.an estimated accuracy of +/- 6 seconds.
 JZ2153
 JZ2153.The orthometric height was determined by differential leveling and
 JZ2153.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2153.in June 1991.
 JZ2153
 JZ2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2153.GEOID18 height accuracy estimate available here.
 JZ2153
 JZ2153.Click photographs - Photos may exist for this station.
 JZ2153
 JZ2153.The dynamic height is computed by dividing the NAVD 88
 JZ2153.geopotential number by the normal gravity value computed on the
 JZ2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2153.degrees latitude (g = 980.6199 gals.).
 JZ2153
 JZ2153.The modeled gravity was interpolated from observed gravity values.
 JZ2153
 JZ2153;                    North         East    Units  Estimated Accuracy
 JZ2153;SPC IN E     -   417,550.       95,160.      MT  (+/- 180 meters Scaled)
 JZ2153
 JZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ106186(NAD 83)
 JZ2153
 JZ2153                          SUPERSEDED SURVEY CONTROL
 JZ2153
 JZ2153  NGVD 29 (??/??/92)  194.690  (m)          638.75   (f) ADJ UNCH    2 0
 JZ2153
 JZ2153.Superseded values are not recommended for survey control.
 JZ2153
 JZ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2153.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2153
 JZ2153_MARKER: DB = BENCH MARK DISK
 JZ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2153_STAMPING: U 270 1947
 JZ2153_MARK LOGO: CGS
 JZ2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2153+STABILITY: SURFACE MOTION
 JZ2153
 JZ2153  HISTORY     - Date     Condition        Report By
 JZ2153  HISTORY     - 1947     MONUMENTED       CGS
 JZ2153  HISTORY     - 20100111 MARK NOT FOUND   INDIV
 JZ2153
 JZ2153                          STATION DESCRIPTION
 JZ2153
 JZ2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2153'3 MI NE FROM HAYDEN.
 JZ2153'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ2153'THE STATION AT HAYDEN, THENCE ABOUT 0.3 MILE NORTH ALONG A GRAVEL
 JZ2153'ROAD, 0.1 MILE EAST ALONG A BLACK TOP ROAD AND 1.85 MILE NORTH
 JZ2153'ALONG A GRAVEL ROAD, AT THE INTERSECTION OF AN EAST-WEST GRAVEL
 JZ2153'ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2153'29 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET
 JZ2153'EAST OF THE FENCE CORNER, 1.5 FEET SOUTH OF THE FENCE LINE, 3
 JZ2153'FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN
 JZ2153'WITNESS POST, ABOUT 1 FOOT BELOW THE ROADS AND SET IN THE TOP
 JZ2153'OF A CONCRETE POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM
 JZ2153'THE PRESBYTERIAN CHURCH AT SCIPIO BY GOING ABOUT 4.85 MILES
 JZ2153'SOUTH ALONG A COUNTY ROAD.
 JZ2153
 JZ2153                          STATION RECOVERY (2010)
 JZ2153
 JZ2153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 JZ2153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2208 ***********************************************************************
 JZ2208  DESIGNATION -  U 271
 JZ2208  PID         -  JZ2208
 JZ2208  STATE/COUNTY-  IN/DECATUR
 JZ2208  COUNTRY     -  US
 JZ2208  USGS QUAD   -  GRAMMER (2019)
 JZ2208
 JZ2208                         *CURRENT SURVEY CONTROL
 JZ2208  ______________________________________________________________________
 JZ2208* NAD 83(1986) POSITION- 39 08 45.     (N) 085 41 13.     (W)   SCALED
 JZ2208* NAVD 88 ORTHO HEIGHT -   219.040 (meters)      718.63  (feet) ADJUSTED
 JZ2208  ______________________________________________________________________
 JZ2208  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 JZ2208  DYNAMIC HEIGHT  -        218.902 (meters)      718.18  (feet) COMP
 JZ2208  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 JZ2208
 JZ2208  VERT ORDER      -  SECOND    CLASS 0
 JZ2208
 JZ2208.The horizontal coordinates were scaled from a map and have
 JZ2208.an estimated accuracy of +/- 6 seconds.
 JZ2208
 JZ2208.The orthometric height was determined by differential leveling and
 JZ2208.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2208.in June 1991.
 JZ2208
 JZ2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2208.GEOID18 height accuracy estimate available here.
 JZ2208
 JZ2208.Click photographs - Photos may exist for this station.
 JZ2208
 JZ2208.The dynamic height is computed by dividing the NAVD 88
 JZ2208.geopotential number by the normal gravity value computed on the
 JZ2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2208.degrees latitude (g = 980.6199 gals.).
 JZ2208
 JZ2208.The modeled gravity was interpolated from observed gravity values.
 JZ2208
 JZ2208;                    North         East    Units  Estimated Accuracy
 JZ2208;SPC IN E     -   432,690.       98,250.      MT  (+/- 180 meters Scaled)
 JZ2208
 JZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ134337(NAD 83)
 JZ2208
 JZ2208                          SUPERSEDED SURVEY CONTROL
 JZ2208
 JZ2208  NGVD 29 (??/??/92)  219.160  (m)          719.03   (f) ADJ UNCH    2 0
 JZ2208
 JZ2208.Superseded values are not recommended for survey control.
 JZ2208
 JZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2208.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2208
 JZ2208_MARKER: DB = BENCH MARK DISK
 JZ2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2208_STAMPING: U 271 1947
 JZ2208_MARK LOGO: CGS
 JZ2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2208+STABILITY: SURFACE MOTION
 JZ2208
 JZ2208  HISTORY     - Date     Condition        Report By
 JZ2208  HISTORY     - 1947     MONUMENTED       CGS
 JZ2208
 JZ2208                          STATION DESCRIPTION
 JZ2208
 JZ2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2208'3.5 MI SW FROM SARDINIA.
 JZ2208'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 JZ2208'CHURCH AT SARDINIA, THENCE ABOUT 3.1 WEST ALONG A GRAVEL ROAD,
 JZ2208'AT THE BARTHOLOMEW-DECATUR COUNTY LINE, ABOUT 0.1 MILE NORTH
 JZ2208'ALONG THE COUNTY LINE ROAD FROM A BRIDGE OVER BEAR CREEK, 21
 JZ2208'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST,
 JZ2208'15 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH COUNTY LINE
 JZ2208'ROAD, 13 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 JZ2208'HEAD WALL OF A 10-FOOT CULVERT ON THE ROAD EAST, 3 FEET NORTH
 JZ2208'OF A FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT
 JZ2208'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2208'PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM THE SCHOOL AT
 JZ2208'GRAMMER BY GOING ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD,
 JZ2208'THENCE ABOUT 2.05 MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT
 JZ2208'0.1 MILE NORTH ALONG THE DECATUR-BARTHOLOMEW COUNTY LINE ROAD
 JZ2208'TO THE JUNCTION OF A ROAD LEADING EAST AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1818 ***********************************************************************
 JZ1818  DESIGNATION -  U 272
 JZ1818  PID         -  JZ1818
 JZ1818  STATE/COUNTY-  IN/RIPLEY
 JZ1818  COUNTRY     -  US
 JZ1818  USGS QUAD   -  SPADES (2019)
 JZ1818
 JZ1818                         *CURRENT SURVEY CONTROL
 JZ1818  ______________________________________________________________________
 JZ1818* NAD 83(1986) POSITION- 39 15 14.     (N) 085 07 21.     (W)   SCALED
 JZ1818* NAVD 88 ORTHO HEIGHT -   310.436 (meters)     1018.49  (feet) ADJUSTED
 JZ1818  ______________________________________________________________________
 JZ1818  GEOID HEIGHT    -        -34.092 (meters)                     GEOID18
 JZ1818  DYNAMIC HEIGHT  -        310.240 (meters)     1017.85  (feet) COMP
 JZ1818  MODELED GRAVITY -    979,988.3   (mgal)                       NAVD 88
 JZ1818
 JZ1818  VERT ORDER      -  FIRST     CLASS II
 JZ1818
 JZ1818.The horizontal coordinates were scaled from a map and have
 JZ1818.an estimated accuracy of +/- 6 seconds.
 JZ1818
 JZ1818.The orthometric height was determined by differential leveling and
 JZ1818.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1818.in June 1991.
 JZ1818
 JZ1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1818.GEOID18 height accuracy estimate available here.
 JZ1818
 JZ1818.Click photographs - Photos may exist for this station.
 JZ1818
 JZ1818.The dynamic height is computed by dividing the NAVD 88
 JZ1818.geopotential number by the normal gravity value computed on the
 JZ1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1818.degrees latitude (g = 980.6199 gals.).
 JZ1818
 JZ1818.The modeled gravity was interpolated from observed gravity values.
 JZ1818
 JZ1818;                    North         East    Units  Estimated Accuracy
 JZ1818;SPC IN E     -   444,820.      146,970.      MT  (+/- 180 meters Scaled)
 JZ1818
 JZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ619466(NAD 83)
 JZ1818
 JZ1818                          SUPERSEDED SURVEY CONTROL
 JZ1818
 JZ1818  NGVD 29 (??/??/92)  310.591  (m)         1019.00   (f) ADJ UNCH    1 2
 JZ1818
 JZ1818.Superseded values are not recommended for survey control.
 JZ1818
 JZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1818.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1818
 JZ1818_MARKER: DB = BENCH MARK DISK
 JZ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1818_STAMPING: U 272 1947
 JZ1818_MARK LOGO: CGS
 JZ1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1818+STABILITY: SURFACE MOTION
 JZ1818
 JZ1818  HISTORY     - Date     Condition        Report By
 JZ1818  HISTORY     - 1947     MONUMENTED       CGS
 JZ1818  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1818
 JZ1818                          STATION DESCRIPTION
 JZ1818
 JZ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1818'1.8 MI NW FROM SUNMAN.
 JZ1818'ABOUT 1.85 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1818'FROM THE STATION AT SUNMAN, AT SPADES, SET AT THE BLACK TOP ROAD
 JZ1818'CROSSING, 68 FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 JZ1818'19.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHEAST OF
 JZ1818'POLE NO. 41/42, 10 FEET SOUTHWEST OF A CINDER LANE PARALLELING
 JZ1818'THE TRACK, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ1818'ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ1818'POST PROJECTING 4 INCHES.
 JZ1818
 JZ1818                          STATION RECOVERY (1986)
 JZ1818
 JZ1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1818'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0914 ***********************************************************************
 JZ0914  DESIGNATION -  U 273
 JZ0914  PID         -  JZ0914
 JZ0914  STATE/COUNTY-  IN/DEARBORN
 JZ0914  COUNTRY     -  US
 JZ0914  USGS QUAD   -  HOOVEN (2016)
 JZ0914
 JZ0914                         *CURRENT SURVEY CONTROL
 JZ0914  ______________________________________________________________________
 JZ0914* NAD 83(1986) POSITION- 39 13 06.     (N) 084 51 25.     (W)   SCALED
 JZ0914* NAVD 88 ORTHO HEIGHT -   283.501 (meters)      930.12  (feet) ADJUSTED
 JZ0914  ______________________________________________________________________
 JZ0914  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 JZ0914  DYNAMIC HEIGHT  -        283.326 (meters)      929.55  (feet) COMP
 JZ0914  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 JZ0914
 JZ0914  VERT ORDER      -  SECOND    CLASS 0
 JZ0914
 JZ0914.The horizontal coordinates were scaled from a map and have
 JZ0914.an estimated accuracy of +/- 6 seconds.
 JZ0914
 JZ0914.The orthometric height was determined by differential leveling and
 JZ0914.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0914.in June 1991.
 JZ0914
 JZ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0914.GEOID18 height accuracy estimate available here.
 JZ0914
 JZ0914.Click photographs - Photos may exist for this station.
 JZ0914
 JZ0914.The dynamic height is computed by dividing the NAVD 88
 JZ0914.geopotential number by the normal gravity value computed on the
 JZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0914.degrees latitude (g = 980.6199 gals.).
 JZ0914
 JZ0914.The modeled gravity was interpolated from observed gravity values.
 JZ0914
 JZ0914;                    North         East    Units  Estimated Accuracy
 JZ0914;SPC IN E     -   441,050.      169,930.      MT  (+/- 180 meters Scaled)
 JZ0914
 JZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ850431(NAD 83)
 JZ0914
 JZ0914                          SUPERSEDED SURVEY CONTROL
 JZ0914
 JZ0914  NGVD 29 (??/??/92)  283.696  (m)          930.76   (f) ADJ UNCH    2 0
 JZ0914
 JZ0914.Superseded values are not recommended for survey control.
 JZ0914
 JZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0914.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0914
 JZ0914_MARKER: DB = BENCH MARK DISK
 JZ0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0914_SP_SET: FOUNDATION
 JZ0914_STAMPING: U 273 1947
 JZ0914_MARK LOGO: CGS
 JZ0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0914
 JZ0914  HISTORY     - Date     Condition        Report By
 JZ0914  HISTORY     - 1947     MONUMENTED       CGS
 JZ0914
 JZ0914                          STATION DESCRIPTION
 JZ0914
 JZ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0914'AT BRIGHT.
 JZ0914'AT BRIGHT, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST
 JZ0914'CORNER OF THE CONCRETE FOUNDATION OF THE PROVIDENCE PRESBYTERIAN
 JZ0914'CHURCH, 1.4 FEET WEST OF THE NORTHEAST CORNER AND 1.7 FEET ABOVE
 JZ0914'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0869 ***********************************************************************
 JZ0869  DESIGNATION -  U 274
 JZ0869  PID         -  JZ0869
 JZ0869  STATE/COUNTY-  IN/FRANKLIN
 JZ0869  COUNTRY     -  US
 JZ0869  USGS QUAD   -  REILY (2016)
 JZ0869
 JZ0869                         *CURRENT SURVEY CONTROL
 JZ0869  ______________________________________________________________________
 JZ0869* NAD 83(1986) POSITION- 39 28 46.3    (N) 084 51 49.7    (W)   HD_HELD2
 JZ0869* NAVD 88 ORTHO HEIGHT -   313.351 (meters)     1028.05  (feet) ADJUSTED
 JZ0869  ______________________________________________________________________
 JZ0869  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 JZ0869  DYNAMIC HEIGHT  -        313.169 (meters)     1027.46  (feet) COMP
 JZ0869  MODELED GRAVITY -    980,037.1   (mgal)                       NAVD 88
 JZ0869
 JZ0869  VERT ORDER      -  SECOND    CLASS 0
 JZ0869
 JZ0869.The horizontal coordinates were established by autonomous hand held GPS
 JZ0869.observations and have an estimated accuracy of +/- 10 meters.
 JZ0869
 JZ0869.The orthometric height was determined by differential leveling and
 JZ0869.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0869.in June 1991.
 JZ0869
 JZ0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0869.GEOID18 height accuracy estimate available here.
 JZ0869
 JZ0869.Click photographs - Photos may exist for this station.
 JZ0869
 JZ0869.The dynamic height is computed by dividing the NAVD 88
 JZ0869.geopotential number by the normal gravity value computed on the
 JZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0869.degrees latitude (g = 980.6199 gals.).
 JZ0869
 JZ0869.The modeled gravity was interpolated from observed gravity values.
 JZ0869
 JZ0869;                    North         East    Units  Estimated Accuracy
 JZ0869;SPC IN E     -   470,039.      169,075.      MT  (+/- 10 meters HH2 GPS)
 JZ0869
 JZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8373072170(NAD 83)
 JZ0869
 JZ0869                          SUPERSEDED SURVEY CONTROL
 JZ0869
 JZ0869  NGVD 29 (??/??/92)  313.517  (m)         1028.60   (f) ADJ UNCH    2 0
 JZ0869
 JZ0869.Superseded values are not recommended for survey control.
 JZ0869
 JZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0869.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0869
 JZ0869_MARKER: DB = BENCH MARK DISK
 JZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0869_STAMPING: U 274 1947
 JZ0869_MARK LOGO: CGS
 JZ0869_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0869+STABILITY: SURFACE MOTION
 JZ0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0869+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ0869
 JZ0869  HISTORY     - Date     Condition        Report By
 JZ0869  HISTORY     - 1947     MONUMENTED       CGS
 JZ0869  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0869
 JZ0869                          STATION DESCRIPTION
 JZ0869
 JZ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0869'1.6 MI NW FROM RAYMOND.
 JZ0869'0.85 MILE WEST ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE AND
 JZ0869'OHIO RAILWAY STATION AT RAYMOND, THENCE ABOUT 0.75 MILE NORTH
 JZ0869'ALONG A GRAVEL ROAD LEADING TO NEW BATH, ABOUT 2.05 MILES SOUTH
 JZ0869'OF THE STATE BANK BUILDING AT NEW BATH, ABOUT 0.75 MILE NORTH
 JZ0869'OF THE SPRINGFIELD METHODIST CHURCH, AT THE SOUTH END OF A JOG
 JZ0869'IN THE ROAD, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 6
 JZ0869'FEET NORTHEAST OF A T FENCE CORNER POST, 5 FEET NORTHEAST OF
 JZ0869'POWER POLE NO. 575/286, 1 FOOT SOUTHEAST OF THE FENCE LINE, 2
 JZ0869'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET
 JZ0869'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0869'5 INCHES.
 JZ0869
 JZ0869                          STATION RECOVERY (2005)
 JZ0869
 JZ0869'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0918 ***********************************************************************
 HA0918  DESIGNATION -  U 275
 HA0918  PID         -  HA0918
 HA0918  STATE/COUNTY-  IN/POSEY
 HA0918  COUNTRY     -  US
 HA0918  USGS QUAD   -  MOUNT VERNON (2019)
 HA0918
 HA0918                         *CURRENT SURVEY CONTROL
 HA0918  ______________________________________________________________________
 HA0918* NAD 83(1986) POSITION- 37 58 24.     (N) 087 58 47.     (W)   SCALED
 HA0918* NAVD 88 ORTHO HEIGHT -   109.792 (meters)      360.21  (feet) ADJUSTED
 HA0918  ______________________________________________________________________
 HA0918  GEOID HEIGHT    -        -30.548 (meters)                     GEOID18
 HA0918  DYNAMIC HEIGHT  -        109.718 (meters)      359.97  (feet) COMP
 HA0918  MODELED GRAVITY -    979,952.1   (mgal)                       NAVD 88
 HA0918
 HA0918  VERT ORDER      -  FIRST     CLASS II
 HA0918
 HA0918.The horizontal coordinates were scaled from a map and have
 HA0918.an estimated accuracy of +/- 6 seconds.
 HA0918
 HA0918.The orthometric height was determined by differential leveling and
 HA0918.adjusted by the NATIONAL GEODETIC SURVEY
 HA0918.in June 1991.
 HA0918
 HA0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0918.GEOID18 height accuracy estimate available here.
 HA0918
 HA0918.Click photographs - Photos may exist for this station.
 HA0918
 HA0918.The dynamic height is computed by dividing the NAVD 88
 HA0918.geopotential number by the normal gravity value computed on the
 HA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0918.degrees latitude (g = 980.6199 gals.).
 HA0918
 HA0918.The modeled gravity was interpolated from observed gravity values.
 HA0918
 HA0918;                    North         East    Units  Estimated Accuracy
 HA0918;SPC IN W     -   302,910.      821,240.      MT  (+/- 180 meters Scaled)
 HA0918
 HA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH139033(NAD 83)
 HA0918
 HA0918                          SUPERSEDED SURVEY CONTROL
 HA0918
 HA0918  NGVD 29 (??/??/92)  109.904  (m)          360.58   (f) ADJ UNCH    1 2
 HA0918
 HA0918.Superseded values are not recommended for survey control.
 HA0918
 HA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0918.See file dsdata.pdf to determine how the superseded data were derived.
 HA0918
 HA0918_MARKER: DB = BENCH MARK DISK
 HA0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0918_SP_SET: BRIDGE
 HA0918_STAMPING: U 275 1954
 HA0918_MARK LOGO: CGS
 HA0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0918
 HA0918  HISTORY     - Date     Condition        Report By
 HA0918  HISTORY     - 1954     MONUMENTED       CGS
 HA0918
 HA0918                          STATION DESCRIPTION
 HA0918
 HA0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0918'2.4 MI NW FROM UPTON.
 HA0918'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0918'AT UPTON, AT A RIGHT ANGLE TURN IN HIGHWAY WITH TANGENTS EXTENDING
 HA0918'WEST AND SOUTH AND AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 HA0918'IN THE TOP OF THE SOUTHEAST CORNER OF BRIDGE FLOOR OF AN 8-FOOT
 HA0918'CONCRETE BRIDGE ON WEST TANGENT OF HIGHWAY, 9 FEET SOUTH OF CENTER
 HA0918'LINE OF HIGHWAY, 24 FEET WEST OF CENTER LINE OF SOUTH TANGENT OF
 HA0918'HIGHWAY, 26 FEET SOUTHWEST OF CENTER OF JUNCTION OF ROAD NORTH
 HA0918'AND ABOUT 1 FOOT ABOVE SOUTH TANGENT OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1450 ***********************************************************************
 JZ1450  DESIGNATION -  U 277
 JZ1450  PID         -  JZ1450
 JZ1450  STATE/COUNTY-  IN/WAYNE
 JZ1450  COUNTRY     -  US
 JZ1450  USGS QUAD   -  NEW PARIS (2016)
 JZ1450
 JZ1450                         *CURRENT SURVEY CONTROL
 JZ1450  ______________________________________________________________________
 JZ1450* NAD 83(1986) POSITION- 39 49 38.     (N) 084 49 19.     (W)   SCALED
 JZ1450* NAVD 88 ORTHO HEIGHT -   325.727 (meters)     1068.66  (feet) ADJUSTED
 JZ1450  ______________________________________________________________________
 JZ1450  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 JZ1450  DYNAMIC HEIGHT  -        325.536 (meters)     1068.03  (feet) COMP
 JZ1450  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 JZ1450
 JZ1450  VERT ORDER      -  SECOND    CLASS 0
 JZ1450
 JZ1450.The horizontal coordinates were scaled from a map and have
 JZ1450.an estimated accuracy of +/- 6 seconds.
 JZ1450
 JZ1450.The orthometric height was determined by differential leveling and
 JZ1450.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1450.in June 1991.
 JZ1450
 JZ1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1450.GEOID18 height accuracy estimate available here.
 JZ1450
 JZ1450.Click photographs - Photos may exist for this station.
 JZ1450
 JZ1450.The dynamic height is computed by dividing the NAVD 88
 JZ1450.geopotential number by the normal gravity value computed on the
 JZ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1450.degrees latitude (g = 980.6199 gals.).
 JZ1450
 JZ1450.The modeled gravity was interpolated from observed gravity values.
 JZ1450
 JZ1450;                    North         East    Units  Estimated Accuracy
 JZ1450;SPC IN E     -   508,680.      172,310.      MT  (+/- 180 meters Scaled)
 JZ1450
 JZ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK863108(NAD 83)
 JZ1450
 JZ1450                          SUPERSEDED SURVEY CONTROL
 JZ1450
 JZ1450  NGVD 29 (??/??/92)  325.872  (m)         1069.13   (f) ADJ UNCH    2 0
 JZ1450
 JZ1450.Superseded values are not recommended for survey control.
 JZ1450
 JZ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1450.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1450
 JZ1450_MARKER: DB = BENCH MARK DISK
 JZ1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1450_SP_SET: ABUTMENT
 JZ1450_STAMPING: U 277 1947
 JZ1450_MARK LOGO: CGS
 JZ1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1450
 JZ1450  HISTORY     - Date     Condition        Report By
 JZ1450  HISTORY     - 1947     MONUMENTED       CGS
 JZ1450
 JZ1450                          STATION DESCRIPTION
 JZ1450
 JZ1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1450'1.8 MI NW FROM NEW WESTVILLE.
 JZ1450'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 JZ1450'STATE HIGHWAY 320 AT NEW WESTVILLE, THENCE ABOUT 0.25 MILE
 JZ1450'WEST ALONG THE OLD HIGHWAY ROUTE, THENCE 0.1 MILE SOUTH ALONG
 JZ1450'THE PENNSYLVANIA RAILROAD, NEAR THE NORTHEAST CORNER OF THE
 JZ1450'EAST RICHMOND AIRPORT, IN THE TOP OF THE WEST END OF THE
 JZ1450'SOUTH CONCRETE AND STONE MASONRY ABUTMENT OF 45-FOOT STEEL
 JZ1450'BRIDGE NO. 70/30, 7 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT
 JZ1450'BELOW THE TRACK.  MARK IS ABOUT 2.2 MILES SOUTHEAST ALONG THE
 JZ1450'PENNSYLVANIA RAILROAD (CINCINNATI BRANCH LINE) FROM GLEN TOWER
 JZ1450'AT RICHMOND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1301 ***********************************************************************
 HZ1301  DESIGNATION -  U 278
 HZ1301  PID         -  HZ1301
 HZ1301  STATE/COUNTY-  IN/WASHINGTON
 HZ1301  COUNTRY     -  US
 HZ1301  USGS QUAD   -  BORDEN (2019)
 HZ1301
 HZ1301                         *CURRENT SURVEY CONTROL
 HZ1301  ______________________________________________________________________
 HZ1301* NAD 83(1986) POSITION- 38 29 18.     (N) 085 59 00.     (W)   SCALED
 HZ1301* NAVD 88 ORTHO HEIGHT -   204.037 (meters)      669.41  (feet) ADJUSTED
 HZ1301  ______________________________________________________________________
 HZ1301  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 HZ1301  DYNAMIC HEIGHT  -        203.900 (meters)      668.96  (feet) COMP
 HZ1301  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 HZ1301
 HZ1301  VERT ORDER      -  FIRST     CLASS II
 HZ1301
 HZ1301.The horizontal coordinates were scaled from a map and have
 HZ1301.an estimated accuracy of +/- 6 seconds.
 HZ1301
 HZ1301.The orthometric height was determined by differential leveling and
 HZ1301.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1301.in June 1991.
 HZ1301
 HZ1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1301.GEOID18 height accuracy estimate available here.
 HZ1301
 HZ1301.Click photographs - Photos may exist for this station.
 HZ1301
 HZ1301.The dynamic height is computed by dividing the NAVD 88
 HZ1301.geopotential number by the normal gravity value computed on the
 HZ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1301.degrees latitude (g = 980.6199 gals.).
 HZ1301
 HZ1301.The modeled gravity was interpolated from observed gravity values.
 HZ1301
 HZ1301;                    North         East    Units  Estimated Accuracy
 HZ1301;SPC IN E     -   359,750.       72,370.      MT  (+/- 180 meters Scaled)
 HZ1301
 HZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH886604(NAD 83)
 HZ1301
 HZ1301                          SUPERSEDED SURVEY CONTROL
 HZ1301
 HZ1301  NGVD 29 (??/??/92)  204.166  (m)          669.83   (f) ADJ UNCH    1 2
 HZ1301
 HZ1301.Superseded values are not recommended for survey control.
 HZ1301
 HZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1301.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1301
 HZ1301_MARKER: DB = BENCH MARK DISK
 HZ1301_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1301_STAMPING: U 278 1949
 HZ1301_MARK LOGO: CGS
 HZ1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1301+STABILITY: POSITION/ELEVATION WELL
 HZ1301
 HZ1301  HISTORY     - Date     Condition        Report By
 HZ1301  HISTORY     - 1949     MONUMENTED       CGS
 HZ1301  HISTORY     - 1966     MARK NOT FOUND   USGS
 HZ1301
 HZ1301                          STATION DESCRIPTION
 HZ1301
 HZ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1301'2.2 MI SE FROM NEW PEKIN.
 HZ1301'ABOUT 2.15 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS
 HZ1301'AND LOUISVILLE RAILWAY FROM THE STATION AT NEW PERKIN, ABOUT
 HZ1301'0.2 MILE EAST OF A ROAD CROSSING, SET VERTICALLY IN THE SOUTH
 HZ1301'FACE OF A ROCK CUT, 170 FEET WEST OF THE EAST END OF THE ROCK
 HZ1301'CUT, 145 FEET EAST OF THE WEST END OF THE ROCK CUT, 6.8 FEET
 HZ1301'NORTH OF THE NORTH RAIL AND 1 FOOT ABOVE THE LEVEL OF TRACK.
 HZ1301
 HZ1301                          STATION RECOVERY (1966)
 HZ1301
 HZ1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HZ1301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0166 ***********************************************************************
 JA0166  DESIGNATION -  U 279
 JA0166  PID         -  JA0166
 JA0166  STATE/COUNTY-  IN/ORANGE
 JA0166  COUNTRY     -  US
 JA0166  USGS QUAD   -  MITCHELL (2019)
 JA0166
 JA0166                         *CURRENT SURVEY CONTROL
 JA0166  ______________________________________________________________________
 JA0166* NAD 83(1986) POSITION- 38 40 06.     (N) 086 25 13.     (W)   SCALED
 JA0166* NAVD 88 ORTHO HEIGHT -   204.992 (meters)      672.54  (feet) ADJUSTED
 JA0166  ______________________________________________________________________
 JA0166  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 JA0166  DYNAMIC HEIGHT  -        204.856 (meters)      672.10  (feet) COMP
 JA0166  MODELED GRAVITY -    979,961.0   (mgal)                       NAVD 88
 JA0166
 JA0166  VERT ORDER      -  FIRST     CLASS II
 JA0166
 JA0166.The horizontal coordinates were scaled from a map and have
 JA0166.an estimated accuracy of +/- 6 seconds.
 JA0166
 JA0166.The orthometric height was determined by differential leveling and
 JA0166.adjusted by the NATIONAL GEODETIC SURVEY
 JA0166.in June 1991.
 JA0166
 JA0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0166.GEOID18 height accuracy estimate available here.
 JA0166
 JA0166.Click photographs - Photos may exist for this station.
 JA0166
 JA0166.The dynamic height is computed by dividing the NAVD 88
 JA0166.geopotential number by the normal gravity value computed on the
 JA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0166.degrees latitude (g = 980.6199 gals.).
 JA0166
 JA0166.The modeled gravity was interpolated from observed gravity values.
 JA0166
 JA0166;                    North         East    Units  Estimated Accuracy
 JA0166;SPC IN W     -   379,890.      957,700.      MT  (+/- 180 meters Scaled)
 JA0166
 JA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH504801(NAD 83)
 JA0166
 JA0166                          SUPERSEDED SURVEY CONTROL
 JA0166
 JA0166  NGVD 29 (??/??/92)  205.099  (m)          672.90   (f) ADJ UNCH    1 2
 JA0166
 JA0166.Superseded values are not recommended for survey control.
 JA0166
 JA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0166.See file dsdata.pdf to determine how the superseded data were derived.
 JA0166
 JA0166_MARKER: DB = BENCH MARK DISK
 JA0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0166_STAMPING: U 279 1949
 JA0166_MARK LOGO: CGS
 JA0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0166+STABILITY: SURFACE MOTION
 JA0166
 JA0166  HISTORY     - Date     Condition        Report By
 JA0166  HISTORY     - 1949     MONUMENTED       CGS
 JA0166  HISTORY     - 1967     GOOD             CGS
 JA0166
 JA0166                          STATION DESCRIPTION
 JA0166
 JA0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0166'1.6 MI SE FROM ORLEANS.
 JA0166'ABOUT 1.65 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0166'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, ABOUT 0.2 MILE
 JA0166'WEST OF MILE POST 263, AT A ROAD CROSSING, 39 FEET SOUTHEAST OF
 JA0166'THE CENTER OF THE CROSSING, 26 FEET SOUTH OF THE SOUTH RAIL, 27
 JA0166'FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A
 JA0166'CONCRETE POST AT A FENCECORNER, 1 FOOT NORTH OF THE R/W FENCE
 JA0166'LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 JA0166'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JA0166'POST PROJECTING 3 INCHES.
 JA0166
 JA0166                          STATION RECOVERY (1967)
 JA0166
 JA0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1104 ***********************************************************************
 LB1104  DESIGNATION -  U 28
 LB1104  PID         -  LB1104
 LB1104  STATE/COUNTY-  IN/WHITE
 LB1104  COUNTRY     -  US
 LB1104  USGS QUAD   -  MONTICELLO NORTH (2019)
 LB1104
 LB1104                         *CURRENT SURVEY CONTROL
 LB1104  ______________________________________________________________________
 LB1104* NAD 83(1986) POSITION- 40 45 11.     (N) 086 52 25.     (W)   SCALED
 LB1104* NAVD 88 ORTHO HEIGHT -   211.631 (meters)      694.33  (feet) ADJUSTED
 LB1104  ______________________________________________________________________
 LB1104  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB1104  DYNAMIC HEIGHT  -        211.534 (meters)      694.01  (feet) COMP
 LB1104  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 LB1104
 LB1104  VERT ORDER      -  SECOND    CLASS 0
 LB1104
 LB1104.The horizontal coordinates were scaled from a map and have
 LB1104.an estimated accuracy of +/- 6 seconds.
 LB1104
 LB1104.The orthometric height was determined by differential leveling and
 LB1104.adjusted by the NATIONAL GEODETIC SURVEY
 LB1104.in June 1991.
 LB1104
 LB1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1104.GEOID18 height accuracy estimate available here.
 LB1104
 LB1104.Click photographs - Photos may exist for this station.
 LB1104
 LB1104.The dynamic height is computed by dividing the NAVD 88
 LB1104.geopotential number by the normal gravity value computed on the
 LB1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1104.degrees latitude (g = 980.6199 gals.).
 LB1104
 LB1104.The modeled gravity was interpolated from observed gravity values.
 LB1104
 LB1104;                    North         East    Units  Estimated Accuracy
 LB1104;SPC IN W     -   611,160.      917,710.      MT  (+/- 180 meters Scaled)
 LB1104
 LB1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106113(NAD 83)
 LB1104
 LB1104                          SUPERSEDED SURVEY CONTROL
 LB1104
 LB1104  NGVD 29 (??/??/92)  211.727  (m)          694.64   (f) ADJ UNCH    2 0
 LB1104
 LB1104.Superseded values are not recommended for survey control.
 LB1104
 LB1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1104.See file dsdata.pdf to determine how the superseded data were derived.
 LB1104
 LB1104_MARKER: DB = BENCH MARK DISK
 LB1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1104_STAMPING: U 28 1934
 LB1104_MARK LOGO: CGS
 LB1104_PROJECTION: FLUSH
 LB1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1104+STABILITY: SURFACE MOTION
 LB1104
 LB1104  HISTORY     - Date     Condition        Report By
 LB1104  HISTORY     - 1934     MONUMENTED       CGS
 LB1104  HISTORY     - 1946     GOOD             CGS
 LB1104  HISTORY     - 20080220 MARK NOT FOUND   ACCU
 LB1104
 LB1104                          STATION DESCRIPTION
 LB1104
 LB1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1104'AT REYNOLDS.
 LB1104'AT REYNOLDS, WHITE COUNTY, AT THE CROSSING OF THE CHICAGO,
 LB1104'INDIANAPOLIS AND LOUISVILLE RAILWAY AND THE PENNSYLVANIA
 LB1104'RAILROAD, IN THE NORTHWEST QUARTER OF THE CROSSING, 45 FEET WEST
 LB1104'OF THE C.I. AND L. RY. TRACK FROM SEMAPHORE SIGNAL 95.8, 34 FEET
 LB1104'NORTH OF THE NORTHEAST ENTRANCE TO THE P.R.R. STATION, 33 FEET
 LB1104'WEST OF THE WEST RAIL OF THE C.I. AND L. RY. TRACK, 11 FEET
 LB1104'NORTH OF THE NORTH RAIL OF THE P.R.R. TRACK, AND 2 FEET LOWER
 LB1104'THAN THE TRACK.  A STANDARD DISK, STAMPED U 28 1934 AND SET
 LB1104'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LB1104
 LB1104                          STATION RECOVERY (2008)
 LB1104
 LB1104'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008
 LB1104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0408 ***********************************************************************
 KA0408  DESIGNATION -  U 280
 KA0408  PID         -  KA0408
 KA0408  STATE/COUNTY-  IN/GREENE
 KA0408  COUNTRY     -  US
 KA0408  USGS QUAD   -  SOLSBERRY (2019)
 KA0408
 KA0408                         *CURRENT SURVEY CONTROL
 KA0408  ______________________________________________________________________
 KA0408* NAD 83(1986) POSITION- 39 00 23.     (N) 086 51 19.     (W)   SCALED
 KA0408* NAVD 88 ORTHO HEIGHT -   223.045 (meters)      731.77  (feet) ADJUSTED
 KA0408  ______________________________________________________________________
 KA0408  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 KA0408  DYNAMIC HEIGHT  -        222.906 (meters)      731.32  (feet) COMP
 KA0408  MODELED GRAVITY -    980,002.1   (mgal)                       NAVD 88
 KA0408
 KA0408  VERT ORDER      -  FIRST     CLASS II
 KA0408
 KA0408.The horizontal coordinates were scaled from a map and have
 KA0408.an estimated accuracy of +/- 6 seconds.
 KA0408
 KA0408.The orthometric height was determined by differential leveling and
 KA0408.adjusted by the NATIONAL GEODETIC SURVEY
 KA0408.in June 1991.
 KA0408
 KA0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0408.GEOID18 height accuracy estimate available here.
 KA0408
 KA0408.Click photographs - Photos may exist for this station.
 KA0408
 KA0408.The dynamic height is computed by dividing the NAVD 88
 KA0408.geopotential number by the normal gravity value computed on the
 KA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0408.degrees latitude (g = 980.6199 gals.).
 KA0408
 KA0408.The modeled gravity was interpolated from observed gravity values.
 KA0408
 KA0408;                    North         East    Units  Estimated Accuracy
 KA0408;SPC IN W     -   417,230.      919,750.      MT  (+/- 180 meters Scaled)
 KA0408
 KA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ125174(NAD 83)
 KA0408
 KA0408                          SUPERSEDED SURVEY CONTROL
 KA0408
 KA0408  NGVD 29 (??/??/92)  223.173  (m)          732.19   (f) ADJ UNCH    1 2
 KA0408
 KA0408.Superseded values are not recommended for survey control.
 KA0408
 KA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0408.See file dsdata.pdf to determine how the superseded data were derived.
 KA0408
 KA0408_MARKER: DB = BENCH MARK DISK
 KA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0408_STAMPING: U 280 1949
 KA0408_MARK LOGO: CGS
 KA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0408+STABILITY: SURFACE MOTION
 KA0408
 KA0408  HISTORY     - Date     Condition        Report By
 KA0408  HISTORY     - 1949     MONUMENTED       CGS
 KA0408
 KA0408                          STATION DESCRIPTION
 KA0408
 KA0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KA0408'1 MI SW FROM PARK.
 KA0408'0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE PARK SCHOOL AT PARK,
 KA0408'THENCE ABOUT 0.65 MILE SOUTH ALONG GRAVEL ROAD, AT THE FARM OF
 KA0408'LESTER HASLER, 99 FEET EAST AND ACROSS ROAD FROM THE SOUTHEAST
 KA0408'CORNER OF THE PORCH OF THE HOUSE, 28 FEET EAST OF THE CENTER
 KA0408'LINE OF THE ROAD, 9 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KA0408'THE GARAGE, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST
 KA0408'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 KA0408'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA0408'NOTE-- ALSO 1.9 MILES NORTHEAST OF THE POST OFFICE AT MINERAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0128 ***********************************************************************
 JA0128  DESIGNATION -  U 281
 JA0128  PID         -  JA0128
 JA0128  STATE/COUNTY-  IN/LAWRENCE
 JA0128  COUNTRY     -  US
 JA0128  USGS QUAD   -  BEDFORD EAST (2019)
 JA0128
 JA0128                         *CURRENT SURVEY CONTROL
 JA0128  ______________________________________________________________________
 JA0128* NAD 83(1986) POSITION- 38 51 13.     (N) 086 25 14.     (W)   SCALED
 JA0128* NAVD 88 ORTHO HEIGHT -   214.874 (meters)      704.97  (feet) ADJUSTED
 JA0128  ______________________________________________________________________
 JA0128  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 JA0128  DYNAMIC HEIGHT  -        214.741 (meters)      704.53  (feet) COMP
 JA0128  MODELED GRAVITY -    980,004.5   (mgal)                       NAVD 88
 JA0128
 JA0128  VERT ORDER      -  FIRST     CLASS II
 JA0128
 JA0128.The horizontal coordinates were scaled from a map and have
 JA0128.an estimated accuracy of +/- 6 seconds.
 JA0128
 JA0128.The orthometric height was determined by differential leveling and
 JA0128.adjusted by the NATIONAL GEODETIC SURVEY
 JA0128.in June 1991.
 JA0128
 JA0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0128.GEOID18 height accuracy estimate available here.
 JA0128
 JA0128.Click photographs - Photos may exist for this station.
 JA0128
 JA0128.The dynamic height is computed by dividing the NAVD 88
 JA0128.geopotential number by the normal gravity value computed on the
 JA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0128.degrees latitude (g = 980.6199 gals.).
 JA0128
 JA0128.The modeled gravity was interpolated from observed gravity values.
 JA0128
 JA0128;                    North         East    Units  Estimated Accuracy
 JA0128;SPC IN W     -   400,450.      957,530.      MT  (+/- 180 meters Scaled)
 JA0128
 JA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ502006(NAD 83)
 JA0128
 JA0128                          SUPERSEDED SURVEY CONTROL
 JA0128
 JA0128  NGVD 29 (??/??/92)  214.992  (m)          705.35   (f) ADJ UNCH    1 2
 JA0128
 JA0128.Superseded values are not recommended for survey control.
 JA0128
 JA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0128.See file dsdata.pdf to determine how the superseded data were derived.
 JA0128
 JA0128_MARKER: DB = BENCH MARK DISK
 JA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0128_STAMPING: U 281 1949
 JA0128_MARK LOGO: CGS
 JA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0128+STABILITY: SURFACE MOTION
 JA0128
 JA0128  HISTORY     - Date     Condition        Report By
 JA0128  HISTORY     - 1949     MONUMENTED       CGS
 JA0128  HISTORY     - 1967     GOOD             CGS
 JA0128
 JA0128                          STATION DESCRIPTION
 JA0128
 JA0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0128'3.6 MI E FROM BEDFORD.
 JA0128'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURT HOUSE
 JA0128'AT BEDFORD, THENCE ABOUT 1.5 MILES SOUTHEAST ALONG A BLACK TOP
 JA0128'ROAD, THENCE ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL ROAD, IN
 JA0128'THE SOUTHEAST QUARTER OF A CROSS ROAD, 20 FEET SOUTH OF THE
 JA0128'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET EAST OF THE CENTER
 JA0128'LINE OF THE NORTH-SOUTH ROAD, 12.5 FEET SOUTH OF THE SOUTHWEST
 JA0128'END OF A 12-INCH PIPE CULVERT, 10 FEET SOUTHWEST OF A 8-INCH
 JA0128'WALNUT TREE, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET WEST
 JA0128'OF A NORTH-SOUTH FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN
 JA0128'WITNESS POST, ABOUT LEVEL WITH THE CROSS ROADS AND SET IN THE
 JA0128'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JA0128
 JA0128                          STATION RECOVERY (1967)
 JA0128
 JA0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1229 ***********************************************************************
 JA1229  DESIGNATION -  U 282
 JA1229  PID         -  JA1229
 JA1229  STATE/COUNTY-  IN/POSEY
 JA1229  COUNTRY     -  US
 JA1229  USGS QUAD   -  SOLITUDE (2019)
 JA1229
 JA1229                         *CURRENT SURVEY CONTROL
 JA1229  ______________________________________________________________________
 JA1229* NAD 83(1986) POSITION- 38 03 33.9    (N) 087 57 21.8    (W)   HD_HELD2
 JA1229* NAVD 88 ORTHO HEIGHT -   119.104 (meters)      390.76  (feet) ADJUSTED
 JA1229  ______________________________________________________________________
 JA1229  GEOID HEIGHT    -        -30.692 (meters)                     GEOID18
 JA1229  DYNAMIC HEIGHT  -        119.023 (meters)      390.49  (feet) COMP
 JA1229  MODELED GRAVITY -    979,951.5   (mgal)                       NAVD 88
 JA1229
 JA1229  VERT ORDER      -  FIRST     CLASS II
 JA1229
 JA1229.The horizontal coordinates were established by autonomous hand held GPS
 JA1229.observations and have an estimated accuracy of +/- 10 meters.
 JA1229
 JA1229.The orthometric height was determined by differential leveling and
 JA1229.adjusted by the NATIONAL GEODETIC SURVEY
 JA1229.in June 1991.
 JA1229
 JA1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1229.GEOID18 height accuracy estimate available here.
 JA1229
 JA1229.Click photographs - Photos may exist for this station.
 JA1229
 JA1229.The dynamic height is computed by dividing the NAVD 88
 JA1229.geopotential number by the normal gravity value computed on the
 JA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1229.degrees latitude (g = 980.6199 gals.).
 JA1229
 JA1229.The modeled gravity was interpolated from observed gravity values.
 JA1229
 JA1229;                    North         East    Units  Estimated Accuracy
 JA1229;SPC IN W     -   312,448.      823,410.      MT  (+/- 10 meters HH2 GPS)
 JA1229
 JA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1612712838(NAD 83)
 JA1229
 JA1229                          SUPERSEDED SURVEY CONTROL
 JA1229
 JA1229  NGVD 29 (??/??/92)  119.222  (m)          391.15   (f) ADJ UNCH    1 2
 JA1229
 JA1229.Superseded values are not recommended for survey control.
 JA1229
 JA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1229.See file dsdata.pdf to determine how the superseded data were derived.
 JA1229
 JA1229_MARKER: DB = BENCH MARK DISK
 JA1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1229_SP_SET: BRIDGE
 JA1229_STAMPING: U 282 1954
 JA1229_MARK LOGO: CGS
 JA1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1229
 JA1229  HISTORY     - Date     Condition        Report By
 JA1229  HISTORY     - 1954     MONUMENTED       CGS
 JA1229
 JA1229                          STATION DESCRIPTION
 JA1229
 JA1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1229'5.7 MI SW FROM NEW HARMONY.
 JA1229'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1229'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1229'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1229'THENCE ABOUT 0.9 MILE SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD,
 JA1229'ABOUT 0.2 MILE EAST-NORTHEAST OF JUNCTION OF A ROAD SOUTHEAST, IN
 JA1229'THE TOP OF THE SOUTHEAST WING WALL OF THE SOUTHWEST CONCRETE
 JA1229'ABUTMENT OF A 12-FOOT CONCRETE BRIDGE, 11 FEET SOUTHEAST OF
 JA1229'CENTER LINE OF ROAD AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1175 ***********************************************************************
 JA1175  DESIGNATION -  U 283
 JA1175  PID         -  JA1175
 JA1175  STATE/COUNTY-  IN/GIBSON
 JA1175  COUNTRY     -  US
 JA1175  USGS QUAD   -  KEENSBURG (2018)
 JA1175
 JA1175                         *CURRENT SURVEY CONTROL
 JA1175  ______________________________________________________________________
 JA1175* NAD 83(1986) POSITION- 38 21 44.     (N) 087 48 02.     (W)   SCALED
 JA1175* NAVD 88 ORTHO HEIGHT -   119.660 (meters)      392.58  (feet) ADJUSTED
 JA1175  ______________________________________________________________________
 JA1175  GEOID HEIGHT    -        -31.204 (meters)                     GEOID18
 JA1175  DYNAMIC HEIGHT  -        119.583 (meters)      392.33  (feet) COMP
 JA1175  MODELED GRAVITY -    979,985.9   (mgal)                       NAVD 88
 JA1175
 JA1175  VERT ORDER      -  FIRST     CLASS II
 JA1175
 JA1175.The horizontal coordinates were scaled from a map and have
 JA1175.an estimated accuracy of +/- 6 seconds.
 JA1175
 JA1175.The orthometric height was determined by differential leveling and
 JA1175.adjusted by the NATIONAL GEODETIC SURVEY
 JA1175.in June 1991.
 JA1175
 JA1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1175.GEOID18 height accuracy estimate available here.
 JA1175
 JA1175.Click photographs - Photos may exist for this station.
 JA1175
 JA1175.The dynamic height is computed by dividing the NAVD 88
 JA1175.geopotential number by the normal gravity value computed on the
 JA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1175.degrees latitude (g = 980.6199 gals.).
 JA1175
 JA1175.The modeled gravity was interpolated from observed gravity values.
 JA1175
 JA1175;                    North         East    Units  Estimated Accuracy
 JA1175;SPC IN W     -   345,940.      837,320.      MT  (+/- 180 meters Scaled)
 JA1175
 JA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH300463(NAD 83)
 JA1175
 JA1175                          SUPERSEDED SURVEY CONTROL
 JA1175
 JA1175  NGVD 29 (??/??/92)  119.794  (m)          393.02   (f) ADJ UNCH    1 2
 JA1175
 JA1175.Superseded values are not recommended for survey control.
 JA1175
 JA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1175.See file dsdata.pdf to determine how the superseded data were derived.
 JA1175
 JA1175_MARKER: DB = BENCH MARK DISK
 JA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1175_STAMPING: U 283 1954
 JA1175_MARK LOGO: CGS
 JA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1175+STABILITY: SURFACE MOTION
 JA1175
 JA1175  HISTORY     - Date     Condition        Report By
 JA1175  HISTORY     - 1954     MONUMENTED       CGS
 JA1175
 JA1175                          STATION DESCRIPTION
 JA1175
 JA1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1175'3.6 MI SW FROM MT CARMEL.
 JA1175'ABOUT 3.6 MILES SOUTHWEST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1175'OF WABASH RIVER FROM THE STATE HIGHWAY 64 BRIDGE OVER ROAD AND
 JA1175'WABASH RIVER OPPOSITE MT. CARMEL, ILLINOIS, ABOUT 0.8 MILE
 JA1175'WEST-SOUTHWEST OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER
 JA1175'ROAD AND WABASH RIVER, ABOUT 1.25 MILE NORTHEAST OF A BRIDGE OVER
 JA1175'COFFEE BAYOU AND JUNCTION OF A ROAD LEADING EAST, LOCATED NEAR
 JA1175'THE SOUTHWEST EDGE OF A GROVE OF TREES AND ON A SLIGHT RIDGE
 JA1175'EXTENDING ACROSS ROAD, 17 FEET SOUTH-SOUTHEAST OF CENTER LINE
 JA1175'OF ROAD, 51 1/2 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM A
 JA1175'TRIANGULAR BLAZED 20-INCH SYCAMORE TREE, 26 FEET WEST OF A TRIANGULAR
 JA1175'BLAZED 9-INCH HACKBERRY TREE, 11 FEET EAST-SOUTHEAST OF A
 JA1175'TRIANGULAR BLAZED 14-INCH HACKBERRY TREE, 2 FEET NORTHEAST OF A
 JA1175'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF THE ROAD
 JA1175'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1154 ***********************************************************************
 JA1154  DESIGNATION -  U 284
 JA1154  PID         -  JA1154
 JA1154  STATE/COUNTY-  IN/KNOX
 JA1154  COUNTRY     -  US
 JA1154  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1154
 JA1154                         *CURRENT SURVEY CONTROL
 JA1154  ______________________________________________________________________
 JA1154* NAD 83(1986) POSITION- 38 28 41.     (N) 087 43 18.     (W)   SCALED
 JA1154* NAVD 88 ORTHO HEIGHT -   122.531 (meters)      402.00  (feet) ADJUSTED
 JA1154  ______________________________________________________________________
 JA1154  GEOID HEIGHT    -        -31.339 (meters)                     GEOID18
 JA1154  DYNAMIC HEIGHT  -        122.454 (meters)      401.75  (feet) COMP
 JA1154  MODELED GRAVITY -    980,000.0   (mgal)                       NAVD 88
 JA1154
 JA1154  VERT ORDER      -  FIRST     CLASS II
 JA1154
 JA1154.The horizontal coordinates were scaled from a map and have
 JA1154.an estimated accuracy of +/- 6 seconds.
 JA1154
 JA1154.The orthometric height was determined by differential leveling and
 JA1154.adjusted by the NATIONAL GEODETIC SURVEY
 JA1154.in June 1991.
 JA1154
 JA1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1154.GEOID18 height accuracy estimate available here.
 JA1154
 JA1154.Click photographs - Photos may exist for this station.
 JA1154
 JA1154.The dynamic height is computed by dividing the NAVD 88
 JA1154.geopotential number by the normal gravity value computed on the
 JA1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1154.degrees latitude (g = 980.6199 gals.).
 JA1154
 JA1154.The modeled gravity was interpolated from observed gravity values.
 JA1154
 JA1154;                    North         East    Units  Estimated Accuracy
 JA1154;SPC IN W     -   358,750.      844,300.      MT  (+/- 180 meters Scaled)
 JA1154
 JA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH370591(NAD 83)
 JA1154
 JA1154                          SUPERSEDED SURVEY CONTROL
 JA1154
 JA1154  NGVD 29 (??/??/92)  122.666  (m)          402.45   (f) ADJ UNCH    1 2
 JA1154
 JA1154.Superseded values are not recommended for survey control.
 JA1154
 JA1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1154.See file dsdata.pdf to determine how the superseded data were derived.
 JA1154
 JA1154_MARKER: DB = BENCH MARK DISK
 JA1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1154_STAMPING: U 284 1954
 JA1154_MARK LOGO: CGS
 JA1154_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1154+STABILITY: SURFACE MOTION
 JA1154
 JA1154  HISTORY     - Date     Condition        Report By
 JA1154  HISTORY     - 1954     MONUMENTED       CGS
 JA1154
 JA1154                          STATION DESCRIPTION
 JA1154
 JA1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1154'6.8 MI NE FROM MT CARMEL.
 JA1154'ABOUT 6.75 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1154'LEFT BANK OF WABASH RIVER FROM FERRY LANDING OPPOSITE MT. CARMEL,
 JA1154'ILLINOIS, ABOUT 0.35 MILE SOUTHWEST OF JUNCTION OF A ROAD SOUTH,
 JA1154'15 FEET SOUTH OF CENTER LINE OF ROAD, 91 1/2 FEET NORTHEAST OF
 JA1154'NORTHEAST CORNER OF A TWO STORY HOUSE KNOWN AT LEONARD STECKLER
 JA1154'PLACE, 108 FEET NORTH-NORTHEAST OF A WELL WITH PUMP, 41 FEET
 JA1154'SOUTH AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH HACKBERRY
 JA1154'TREE, 4 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 JA1154'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JA1154'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1154'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1198 ***********************************************************************
 LB1198  DESIGNATION -  U 29
 LB1198  PID         -  LB1198
 LB1198  STATE/COUNTY-  IN/PULASKI
 LB1198  COUNTRY     -  US
 LB1198  USGS QUAD   -  FRANCESVILLE (2019)
 LB1198
 LB1198                         *CURRENT SURVEY CONTROL
 LB1198  ______________________________________________________________________
 LB1198* NAD 83(1986) POSITION- 40 57 21.     (N) 086 52 54.     (W)   SCALED
 LB1198* NAVD 88 ORTHO HEIGHT -   206.167 (meters)      676.40  (feet) ADJUSTED
 LB1198  ______________________________________________________________________
 LB1198  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 LB1198  DYNAMIC HEIGHT  -        206.076 (meters)      676.10  (feet) COMP
 LB1198  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 LB1198
 LB1198  VERT ORDER      -  SECOND    CLASS 0
 LB1198
 LB1198.The horizontal coordinates were scaled from a map and have
 LB1198.an estimated accuracy of +/- 6 seconds.
 LB1198
 LB1198.The orthometric height was determined by differential leveling and
 LB1198.adjusted by the NATIONAL GEODETIC SURVEY
 LB1198.in June 1991.
 LB1198
 LB1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1198.GEOID18 height accuracy estimate available here.
 LB1198
 LB1198.Click photographs - Photos may exist for this station.
 LB1198
 LB1198.The dynamic height is computed by dividing the NAVD 88
 LB1198.geopotential number by the normal gravity value computed on the
 LB1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1198.degrees latitude (g = 980.6199 gals.).
 LB1198
 LB1198.The modeled gravity was interpolated from observed gravity values.
 LB1198
 LB1198;                    North         East    Units  Estimated Accuracy
 LB1198;SPC IN W     -   633,670.      916,980.      MT  (+/- 180 meters Scaled)
 LB1198
 LB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL099338(NAD 83)
 LB1198
 LB1198                          SUPERSEDED SURVEY CONTROL
 LB1198
 LB1198  NGVD 29 (??/??/92)  206.262  (m)          676.71   (f) ADJ UNCH    2 0
 LB1198
 LB1198.Superseded values are not recommended for survey control.
 LB1198
 LB1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1198.See file dsdata.pdf to determine how the superseded data were derived.
 LB1198
 LB1198_MARKER: DB = BENCH MARK DISK
 LB1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1198_STAMPING: U 29 1934
 LB1198_MARK LOGO: CGS
 LB1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1198+STABILITY: SURFACE MOTION
 LB1198
 LB1198  HISTORY     - Date     Condition        Report By
 LB1198  HISTORY     - 1934     MONUMENTED       CGS
 LB1198  HISTORY     - 1946     GOOD             CGS
 LB1198  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1198
 LB1198                          STATION DESCRIPTION
 LB1198
 LB1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1198'1.9 MI S FROM FRANCESVILLE.
 LB1198'1.9 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1198'RAILWAY FROM THE STATION AT FRANCESVILLE, 0.3 MILE SOUTH OF
 LB1198'MILEPOST A 7, AT A DIRT ROAD CROSSING, 45.8 FEET WEST OF THE WEST
 LB1198'RAIL OF THE TRACK, 74 FEET NORTH OF THE CENTER LINE OF THE DIRT
 LB1198'ROAD, 48 FEET NORTH OF THE FENCE CORNER, 23 FEET EAST OF THE
 LB1198'CENTER LINE OF A FARM ROAD PARALLELING THE TRACK ON THE WEST,
 LB1198'3 FEET BELOW THE LEVEL OF THE TRACK, 1 FOOT EAST OF THE WEST
 LB1198'RIGHT-OF-WAY FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 LB1198'PROJECTING ABOUT 5 INCHES.
 LB1198
 LB1198                          STATION RECOVERY (1960)
 LB1198
 LB1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1289 ***********************************************************************
 JA1289  DESIGNATION -  U 292
 JA1289  PID         -  JA1289
 JA1289  STATE/COUNTY-  IN/SULLIVAN
 JA1289  COUNTRY     -  US
 JA1289  USGS QUAD   -  HEATHSVILLE (2018)
 JA1289
 JA1289                         *CURRENT SURVEY CONTROL
 JA1289  ______________________________________________________________________
 JA1289* NAD 83(1986) POSITION- 38 58 20.83   (N) 087 30 35.95   (W)   HD_HELD1
 JA1289* NAVD 88 ORTHO HEIGHT -   131.906 (meters)      432.76  (feet) ADJUSTED
 JA1289  ______________________________________________________________________
 JA1289  GEOID HEIGHT    -        -32.047 (meters)                     GEOID18
 JA1289  DYNAMIC HEIGHT  -        131.827 (meters)      432.50  (feet) COMP
 JA1289  MODELED GRAVITY -    980,032.2   (mgal)                       NAVD 88
 JA1289
 JA1289  VERT ORDER      -  FIRST     CLASS II
 JA1289
 JA1289.The horizontal coordinates were determined by differentially corrected
 JA1289.hand held GPS observations or other comparable positioning techniques
 JA1289.and have an estimated accuracy of +/- 3 meters.
 JA1289
 JA1289.The orthometric height was determined by differential leveling and
 JA1289.adjusted by the NATIONAL GEODETIC SURVEY
 JA1289.in June 1991.
 JA1289
 JA1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1289.GEOID18 height accuracy estimate available here.
 JA1289
 JA1289.Click photographs - Photos may exist for this station.
 JA1289
 JA1289.The dynamic height is computed by dividing the NAVD 88
 JA1289.geopotential number by the normal gravity value computed on the
 JA1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1289.degrees latitude (g = 980.6199 gals.).
 JA1289
 JA1289.The modeled gravity was interpolated from observed gravity values.
 JA1289
 JA1289;                    North         East    Units  Estimated Accuracy
 JA1289;SPC IN W     -   413,524.8     863,027.4     MT  (+/- 3 meters HH1 GPS) 
 JA1289
 JA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5582213843(NAD 83)
 JA1289
 JA1289                          SUPERSEDED SURVEY CONTROL
 JA1289
 JA1289  NGVD 29 (??/??/92)  132.038  (m)          433.19   (f) ADJ UNCH    1 2
 JA1289
 JA1289.Superseded values are not recommended for survey control.
 JA1289
 JA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1289.See file dsdata.pdf to determine how the superseded data were derived.
 JA1289
 JA1289_MARKER: DB = BENCH MARK DISK
 JA1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1289_STAMPING: U 292 1956
 JA1289_MARK LOGO: CGS
 JA1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1289+STABILITY: SURFACE MOTION
 JA1289
 JA1289  HISTORY     - Date     Condition        Report By
 JA1289  HISTORY     - 1956     MONUMENTED       CGS
 JA1289
 JA1289                          STATION DESCRIPTION
 JA1289
 JA1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1289'6.9 MI NW FROM CARLISLE.
 JA1289'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION
 JA1289'OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 0.5 MILE SOUTH ALONG
 JA1289'A GRAVEL ROAD, NEAR LINE BETWEEN SECTIONS 10 AND 15 T.6 N., R.10
 JA1289'W., ABOUT 0.2 MILE NORTH OF OLD ISLAND SCHOOL (ABANDONED), ABOUT
 JA1289'0.1 MILE WEST OF A CEMETERY WHICH IS ON NORTH SIDE OF ROAD
 JA1289'LEADING EAST, AT AN EAST-WEST CROSSROAD (THE NORTH-SOUTH ROAD
 JA1289'JOGS AT THIS INTERSECTION), 22 FEET SOUTH OF CENTER LINE OF
 JA1289'EAST-WEST ROAD, 103 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION
 JA1289'OF EAST-WEST ROAD AND GRAVEL ROAD SOUTH, 58 FEET EAST-SOUTHEAST
 JA1289'OF CENTER OF JUNCTION OF EAST-WEST ROAD AND ROAD NORTH, 99 FEET
 JA1289'WEST OF CENTER LINE OF ROAD SOUTH, 25 FEET EAST OF CENTER OF A
 JA1289'FARM GATE, 1 FOOT NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF A
 JA1289'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 JA1289'EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1289'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1283 ***********************************************************************
 KA1283  DESIGNATION -  U 293
 KA1283  PID         -  KA1283
 KA1283  STATE/COUNTY-  IN/VIGO
 KA1283  COUNTRY     -  US
 KA1283  USGS QUAD   -  HUTTON (2019)
 KA1283
 KA1283                         *CURRENT SURVEY CONTROL
 KA1283  ______________________________________________________________________
 KA1283* NAD 83(1986) POSITION- 39 18 09.     (N) 087 35 29.     (W)   SCALED
 KA1283* NAVD 88 ORTHO HEIGHT -   136.469 (meters)      447.73  (feet) ADJUSTED
 KA1283  ______________________________________________________________________
 KA1283  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 KA1283  DYNAMIC HEIGHT  -        136.390 (meters)      447.47  (feet) COMP
 KA1283  MODELED GRAVITY -    980,048.1   (mgal)                       NAVD 88
 KA1283
 KA1283  VERT ORDER      -  FIRST     CLASS II
 KA1283
 KA1283.The horizontal coordinates were scaled from a map and have
 KA1283.an estimated accuracy of +/- 6 seconds.
 KA1283
 KA1283.The orthometric height was determined by differential leveling and
 KA1283.adjusted by the NATIONAL GEODETIC SURVEY
 KA1283.in June 1991.
 KA1283
 KA1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1283.GEOID18 height accuracy estimate available here.
 KA1283
 KA1283.Click photographs - Photos may exist for this station.
 KA1283
 KA1283.The dynamic height is computed by dividing the NAVD 88
 KA1283.geopotential number by the normal gravity value computed on the
 KA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1283.degrees latitude (g = 980.6199 gals.).
 KA1283
 KA1283.The modeled gravity was interpolated from observed gravity values.
 KA1283
 KA1283;                    North         East    Units  Estimated Accuracy
 KA1283;SPC IN W     -   450,200.      856,180.      MT  (+/- 180 meters Scaled)
 KA1283
 KA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ490505(NAD 83)
 KA1283
 KA1283                          SUPERSEDED SURVEY CONTROL
 KA1283
 KA1283  NGVD 29 (??/??/92)  136.581  (m)          448.10   (f) ADJ UNCH    1 2
 KA1283
 KA1283.Superseded values are not recommended for survey control.
 KA1283
 KA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1283.See file dsdata.pdf to determine how the superseded data were derived.
 KA1283
 KA1283_MARKER: DB = BENCH MARK DISK
 KA1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1283_STAMPING: U 293 1956
 KA1283_MARK LOGO: CGS
 KA1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1283+STABILITY: SURFACE MOTION
 KA1283
 KA1283  HISTORY     - Date     Condition        Report By
 KA1283  HISTORY     - 1956     MONUMENTED       CGS
 KA1283  HISTORY     - 1969     GOOD             CGS
 KA1283
 KA1283                          STATION DESCRIPTION
 KA1283
 KA1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1283'2.6 MI NE FROM DARWIN.
 KA1283'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1283'FROM FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1283'CLARK COUNTY, ILLINOIS, THENCE ABOUT 1.5 MLES NORTH ALONG A GRAVEL
 KA1283'ROAD, NEAR CORNER OF SECTIONS 13, 14, 23 AND 24, T. 10 N., R. 11 W.,
 KA1283'ABOUT 0.75 MILE SOUTH OF THE T JUNCTION OF AN EAST-WEST ROAD, AT
 KA1283'THE EAST END OF A ROW OF EAST-WEST TREES, 22 FEET WEST OF CENTER
 KA1283'LINE OF ROAD, 12 FEET NORTHWEST OF A TRIANGULAR BLAZED 24-INCH
 KA1283'OAK TREE, 13 FEET NORTH-NORTHWEST OF A 30-INCH OAK TREE, 2 FEET
 KA1283'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL
 KA1283'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1283
 KA1283                          STATION RECOVERY (1969)
 KA1283
 KA1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1287 ***********************************************************************
 LB1287  DESIGNATION -  U 30
 LB1287  PID         -  LB1287
 LB1287  STATE/COUNTY-  IN/BENTON
 LB1287  COUNTRY     -  US
 LB1287  USGS QUAD   -  TEMPLETON (2019)
 LB1287
 LB1287                         *CURRENT SURVEY CONTROL
 LB1287  ______________________________________________________________________
 LB1287* NAD 83(1986) POSITION- 40 31 03.     (N) 087 14 52.     (W)   SCALED
 LB1287* NAVD 88 ORTHO HEIGHT -   223.497 (meters)      733.26  (feet) ADJUSTED
 LB1287  ______________________________________________________________________
 LB1287  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 LB1287  DYNAMIC HEIGHT  -        223.386 (meters)      732.89  (feet) COMP
 LB1287  MODELED GRAVITY -    980,124.0   (mgal)                       NAVD 88
 LB1287
 LB1287  VERT ORDER      -  SECOND    CLASS 0
 LB1287
 LB1287.The horizontal coordinates were scaled from a map and have
 LB1287.an estimated accuracy of +/- 6 seconds.
 LB1287
 LB1287.The orthometric height was determined by differential leveling and
 LB1287.adjusted by the NATIONAL GEODETIC SURVEY
 LB1287.in June 1991.
 LB1287
 LB1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1287.GEOID18 height accuracy estimate available here.
 LB1287
 LB1287.Click photographs - Photos may exist for this station.
 LB1287
 LB1287.The dynamic height is computed by dividing the NAVD 88
 LB1287.geopotential number by the normal gravity value computed on the
 LB1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1287.degrees latitude (g = 980.6199 gals.).
 LB1287
 LB1287.The modeled gravity was interpolated from observed gravity values.
 LB1287
 LB1287;                    North         East    Units  Estimated Accuracy
 LB1287;SPC IN W     -   584,990.      886,060.      MT  (+/- 180 meters Scaled)
 LB1287
 LB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK790852(NAD 83)
 LB1287
 LB1287                          SUPERSEDED SURVEY CONTROL
 LB1287
 LB1287  NGVD 29 (??/??/92)  223.558  (m)          733.46   (f) ADJ UNCH    2 0
 LB1287
 LB1287.Superseded values are not recommended for survey control.
 LB1287
 LB1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1287.See file dsdata.pdf to determine how the superseded data were derived.
 LB1287
 LB1287_MARKER: DB = BENCH MARK DISK
 LB1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1287_STAMPING: U 30 1934
 LB1287_MARK LOGO: CGS
 LB1287_PROJECTION: FLUSH
 LB1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1287+STABILITY: SURFACE MOTION
 LB1287
 LB1287  HISTORY     - Date     Condition        Report By
 LB1287  HISTORY     - 1934     MONUMENTED       CGS
 LB1287  HISTORY     - 1946     GOOD             CGS
 LB1287
 LB1287                          STATION DESCRIPTION
 LB1287
 LB1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1287'AT OXFORD.
 LB1287'AT OXFORD, BENTON COUNTY, 267 YARDS WEST OF THE NEW YORK, CHICAGO
 LB1287'AND ST. LOUIS RAILROAD STATION, AT THE CROSSING OF THE OLD ROADBED
 LB1287'OF THE CHICAGO, ATTICA AND SOUTHERN RAILROAD, 22.9 FEET NORTH
 LB1287'OF THE NORTH RAIL OF THE N.Y.C. AND ST. L.R.R., 2 FEET SOUTH OF
 LB1287'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 LB1287'A STANDARD DISK, STAMPED U 30 1934 AND SET IN THE TOP OF A
 LB1287'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0293 ***********************************************************************
 MD0293  DESIGNATION -  U 305
 MD0293  PID         -  MD0293
 MD0293  STATE/COUNTY-  IN/ALLEN
 MD0293  COUNTRY     -  US
 MD0293  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0293
 MD0293                         *CURRENT SURVEY CONTROL
 MD0293  ______________________________________________________________________
 MD0293* NAD 83(1986) POSITION- 41 09 14.5    (N) 084 50 54.8    (W)   HD_HELD2
 MD0293* NAVD 88 ORTHO HEIGHT -   227.740 (meters)      747.18  (feet) ADJUSTED
 MD0293  ______________________________________________________________________
 MD0293  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 MD0293  DYNAMIC HEIGHT  -        227.649 (meters)      746.88  (feet) COMP
 MD0293  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 MD0293
 MD0293  VERT ORDER      -  SECOND    CLASS 0
 MD0293
 MD0293.The horizontal coordinates were established by autonomous hand held GPS
 MD0293.observations and have an estimated accuracy of +/- 10 meters.
 MD0293
 MD0293.The orthometric height was determined by differential leveling and
 MD0293.adjusted by the NATIONAL GEODETIC SURVEY
 MD0293.in June 1991.
 MD0293
 MD0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0293.GEOID18 height accuracy estimate available here.
 MD0293
 MD0293.Click photographs - Photos may exist for this station.
 MD0293
 MD0293.The dynamic height is computed by dividing the NAVD 88
 MD0293.geopotential number by the normal gravity value computed on the
 MD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0293.degrees latitude (g = 980.6199 gals.).
 MD0293
 MD0293.The modeled gravity was interpolated from observed gravity values.
 MD0293
 MD0293;                    North         East    Units  Estimated Accuracy
 MD0293;SPC IN E     -   655,986.      168,669.      MT  (+/- 10 meters HH2 GPS)
 MD0293
 MD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8052358086(NAD 83)
 MD0293
 MD0293                          SUPERSEDED SURVEY CONTROL
 MD0293
 MD0293  NGVD 29 (??/??/92)  227.881  (m)          747.64   (f) ADJ UNCH    2 0
 MD0293
 MD0293.Superseded values are not recommended for survey control.
 MD0293
 MD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0293.See file dsdata.pdf to determine how the superseded data were derived.
 MD0293
 MD0293_MARKER: DB = BENCH MARK DISK
 MD0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0293_STAMPING: U 305 1963
 MD0293_MARK LOGO: CGS
 MD0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0293+STABILITY: SURFACE MOTION
 MD0293
 MD0293  HISTORY     - Date     Condition        Report By
 MD0293  HISTORY     - 1963     MONUMENTED       CGS
 MD0293  HISTORY     - 1968     GOOD             CGS
 MD0293  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0293
 MD0293                          STATION DESCRIPTION
 MD0293
 MD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0293'5.8 MI SW FROM ANTWERP.
 MD0293'LOCATED 5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0293'OFFICE IN ANTWERP, 2.4 MILES WEST OF THE OHIO-INDIANA LINE AND
 MD0293'AT THE INTERSECTION WITH HIGHWAY 101.  THE MARK IS 75.7 FT.
 MD0293'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 37.5 FT. EAST OF
 MD0293'THE CENTERLINE OF INDIANA STATE HIGHWAY 101, 42.2 FT. SOUTH
 MD0293'SOUTHEAST OF A SIGN POST, 30.7 FT SOUTH SOUTHEAST OF THE END OF
 MD0293'A CULVERT AND 2.8 FT. NORTH OF A TELEPHONE POLE.  A STANDARD,
 MD0293'STAMPED U-305-1963, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 MD0293'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 MD0293
 MD0293                          STATION RECOVERY (2018)
 MD0293
 MD0293'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0293'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0668 ***********************************************************************
 JA0668  DESIGNATION -  U 309
 JA0668  PID         -  JA0668
 JA0668  STATE/COUNTY-  IN/MARTIN
 JA0668  COUNTRY     -  US
 JA0668  USGS QUAD   -  HURON (2019)
 JA0668
 JA0668                         *CURRENT SURVEY CONTROL
 JA0668  ______________________________________________________________________
 JA0668* NAD 83(1986) POSITION- 38 42 37.     (N) 086 42 02.     (W)   SCALED
 JA0668* NAVD 88 ORTHO HEIGHT -   154.641 (meters)      507.35  (feet) ADJUSTED
 JA0668  ______________________________________________________________________
 JA0668  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JA0668  DYNAMIC HEIGHT  -        154.541 (meters)      507.02  (feet) COMP
 JA0668  MODELED GRAVITY -    979,981.4   (mgal)                       NAVD 88
 JA0668
 JA0668  VERT ORDER      -  FIRST     CLASS II
 JA0668
 JA0668.The horizontal coordinates were scaled from a map and have
 JA0668.an estimated accuracy of +/- 6 seconds.
 JA0668
 JA0668.The orthometric height was determined by differential leveling and
 JA0668.adjusted by the NATIONAL GEODETIC SURVEY
 JA0668.in June 1991.
 JA0668
 JA0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0668.GEOID18 height accuracy estimate available here.
 JA0668
 JA0668.Click photographs - Photos may exist for this station.
 JA0668
 JA0668.The dynamic height is computed by dividing the NAVD 88
 JA0668.geopotential number by the normal gravity value computed on the
 JA0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0668.degrees latitude (g = 980.6199 gals.).
 JA0668
 JA0668.The modeled gravity was interpolated from observed gravity values.
 JA0668
 JA0668;                    North         East    Units  Estimated Accuracy
 JA0668;SPC IN W     -   384,400.      933,290.      MT  (+/- 180 meters Scaled)
 JA0668
 JA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH260846(NAD 83)
 JA0668
 JA0668                          SUPERSEDED SURVEY CONTROL
 JA0668
 JA0668  NGVD 29 (??/??/92)  154.769  (m)          507.77   (f) ADJ UNCH    1 2
 JA0668
 JA0668.Superseded values are not recommended for survey control.
 JA0668
 JA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0668.See file dsdata.pdf to determine how the superseded data were derived.
 JA0668
 JA0668_MARKER: DB = BENCH MARK DISK
 JA0668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0668_STAMPING: T 309 1965
 JA0668_MARK LOGO: CGS
 JA0668_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0668
 JA0668  HISTORY     - Date     Condition        Report By
 JA0668  HISTORY     - 1965     MONUMENTED       CGS
 JA0668
 JA0668                          STATION DESCRIPTION
 JA0668
 JA0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0668'1.9 MI SW FROM HURON.
 JA0668'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0668'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 12,
 JA0668'T 3 N, R 3 W, 3 POLES NORTHEAST OF MILEPOST 139-40, 26 FEET
 JA0668'NORTHWEST OF THE NORTHWEST RAIL, 23 FEET SOUTHEAST OF THE
 JA0668'SOUTHEAST BANK OF A CREEK, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 JA0668'POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 JA0668'OF AN IRON PIPE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0747 ***********************************************************************
 LB0747  DESIGNATION -  U 31
 LB0747  PID         -  LB0747
 LB0747  STATE/COUNTY-  IN/CLINTON
 LB0747  COUNTRY     -  US
 LB0747  USGS QUAD   -  FRANKFORT (2019)
 LB0747
 LB0747                         *CURRENT SURVEY CONTROL
 LB0747  ______________________________________________________________________
 LB0747* NAD 83(1986) POSITION- 40 16 49.     (N) 086 31 11.     (W)   SCALED
 LB0747* NAVD 88 ORTHO HEIGHT -   262.701 (meters)      861.88  (feet) ADJUSTED
 LB0747  ______________________________________________________________________
 LB0747  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LB0747  DYNAMIC HEIGHT  -        262.564 (meters)      861.43  (feet) COMP
 LB0747  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 LB0747
 LB0747  VERT ORDER      -  SECOND    CLASS 0
 LB0747
 LB0747.The horizontal coordinates were scaled from a map and have
 LB0747.an estimated accuracy of +/- 6 seconds.
 LB0747
 LB0747.The orthometric height was determined by differential leveling and
 LB0747.adjusted by the NATIONAL GEODETIC SURVEY
 LB0747.in June 1991.
 LB0747
 LB0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0747.GEOID18 height accuracy estimate available here.
 LB0747
 LB0747.Click photographs - Photos may exist for this station.
 LB0747
 LB0747.The dynamic height is computed by dividing the NAVD 88
 LB0747.geopotential number by the normal gravity value computed on the
 LB0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0747.degrees latitude (g = 980.6199 gals.).
 LB0747
 LB0747.The modeled gravity was interpolated from observed gravity values.
 LB0747
 LB0747;                    North         East    Units  Estimated Accuracy
 LB0747;SPC IN W     -   558,790.      947,930.      MT  (+/- 180 meters Scaled)
 LB0747
 LB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK408589(NAD 83)
 LB0747
 LB0747                          SUPERSEDED SURVEY CONTROL
 LB0747
 LB0747  NGVD 29 (??/??/92)  262.806  (m)          862.22   (f) ADJ UNCH    2 0
 LB0747
 LB0747.Superseded values are not recommended for survey control.
 LB0747
 LB0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0747.See file dsdata.pdf to determine how the superseded data were derived.
 LB0747
 LB0747_MARKER: DB = BENCH MARK DISK
 LB0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0747_STAMPING: U 31 1934
 LB0747_MARK LOGO: CGS
 LB0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0747+STABILITY: SURFACE MOTION
 LB0747
 LB0747  HISTORY     - Date     Condition        Report By
 LB0747  HISTORY     - 1934     MONUMENTED       CGS
 LB0747  HISTORY     - 1946     GOOD             CGS
 LB0747  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0747
 LB0747                          STATION DESCRIPTION
 LB0747
 LB0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0747'AT FRANKFORT.
 LB0747'AT FRANKFORT, 90 FEET SOUTHWEST OF THE CROSSING OF THE CHICAGO,
 LB0747'INDIANAPOLIS AND LOUISVILLE RAILWAY AND THE PENNSYLVANIA RAILROAD,
 LB0747'84 FEET SOUTH OF THE SOUTH RAIL OF THE P.R.R., 7.5 FEET WEST OF
 LB0747'THE WEST RAIL OF THE C.I. AND L. RY. TRACK, 26.5 FEET NORTH OF A
 LB0747'WATER STANDPIPE, AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.
 LB0747
 LB0747                          STATION RECOVERY (1961)
 LB0747
 LB0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB0747'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0387 ***********************************************************************
 JA0387  DESIGNATION -  U 310
 JA0387  PID         -  JA0387
 JA0387  STATE/COUNTY-  IN/CRAWFORD
 JA0387  COUNTRY     -  US
 JA0387  USGS QUAD   -  ENGLISH (2019)
 JA0387
 JA0387                         *CURRENT SURVEY CONTROL
 JA0387  ______________________________________________________________________
 JA0387* NAD 83(1986) POSITION- 38 21 48.     (N) 086 27 59.     (W)   SCALED
 JA0387* NAVD 88 ORTHO HEIGHT -   169.437 (meters)      555.89  (feet) ADJUSTED
 JA0387  ______________________________________________________________________
 JA0387  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 JA0387  DYNAMIC HEIGHT  -        169.318 (meters)      555.50  (feet) COMP
 JA0387  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 JA0387
 JA0387  VERT ORDER      -  FIRST     CLASS II
 JA0387
 JA0387.The horizontal coordinates were scaled from a map and have
 JA0387.an estimated accuracy of +/- 6 seconds.
 JA0387
 JA0387.The orthometric height was determined by differential leveling and
 JA0387.adjusted by the NATIONAL GEODETIC SURVEY
 JA0387.in June 1991.
 JA0387
 JA0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0387.GEOID18 height accuracy estimate available here.
 JA0387
 JA0387.Click photographs - Photos may exist for this station.
 JA0387
 JA0387.The dynamic height is computed by dividing the NAVD 88
 JA0387.geopotential number by the normal gravity value computed on the
 JA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0387.degrees latitude (g = 980.6199 gals.).
 JA0387
 JA0387.The modeled gravity was interpolated from observed gravity values.
 JA0387
 JA0387;                    North         East    Units  Estimated Accuracy
 JA0387;SPC IN W     -   346,000.      953,920.      MT  (+/- 180 meters Scaled)
 JA0387
 JA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466462(NAD 83)
 JA0387
 JA0387                          SUPERSEDED SURVEY CONTROL
 JA0387
 JA0387  NGVD 29 (??/??/92)  169.545  (m)          556.25   (f) ADJ UNCH    1 2
 JA0387
 JA0387.Superseded values are not recommended for survey control.
 JA0387
 JA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0387.See file dsdata.pdf to determine how the superseded data were derived.
 JA0387
 JA0387_MARKER: DB = BENCH MARK DISK
 JA0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0387_SP_SET: BOX CULVERT HEADWALL
 JA0387_STAMPING: U 310 1965
 JA0387_MARK LOGO: CGS
 JA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0387+STABILITY: SURFACE MOTION
 JA0387
 JA0387  HISTORY     - Date     Condition        Report By
 JA0387  HISTORY     - 1965     MONUMENTED       CGS
 JA0387
 JA0387                          STATION DESCRIPTION
 JA0387
 JA0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0387'2.1 MI N FROM ENGLISH.
 JA0387'2.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0387'ENGLISH, IN SECTION 12, T 2 S, R 1 W, 18 FEET WEST OF THE CENTER
 JA0387'LINE OF THE HIGHWAY, SET IN THE NORTH END OF THE WEST HEADWALL
 JA0387'OF A CONCRETE BOX CULVERT, 84 FEET EAST OF THE NORTHEAST CORNER
 JA0387'OF A CAR SALES OFFICE, 24 FEET NORTH OF THE CENTER LINE OF THE
 JA0387'DRIVEWAY TO THE CAR SALES OFFICE, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0822 ***********************************************************************
 JA0822  DESIGNATION -  U 311
 JA0822  PID         -  JA0822
 JA0822  STATE/COUNTY-  IN/DAVIESS
 JA0822  COUNTRY     -  US
 JA0822  USGS QUAD   -  MONTGOMERY (2019)
 JA0822
 JA0822                         *CURRENT SURVEY CONTROL
 JA0822  ______________________________________________________________________
 JA0822* NAD 83(1986) POSITION- 38 39 59.     (N) 087 02 51.     (W)   SCALED
 JA0822* NAVD 88 ORTHO HEIGHT -   162.333 (meters)      532.59  (feet) ADJUSTED
 JA0822  ______________________________________________________________________
 JA0822  GEOID HEIGHT    -        -32.499 (meters)                     GEOID18
 JA0822  DYNAMIC HEIGHT  -        162.229 (meters)      532.25  (feet) COMP
 JA0822  MODELED GRAVITY -    979,990.0   (mgal)                       NAVD 88
 JA0822
 JA0822  VERT ORDER      -  FIRST     CLASS II
 JA0822
 JA0822.The horizontal coordinates were scaled from a map and have
 JA0822.an estimated accuracy of +/- 6 seconds.
 JA0822
 JA0822.The orthometric height was determined by differential leveling and
 JA0822.adjusted by the NATIONAL GEODETIC SURVEY
 JA0822.in June 1991.
 JA0822
 JA0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0822.GEOID18 height accuracy estimate available here.
 JA0822
 JA0822.Click photographs - Photos may exist for this station.
 JA0822
 JA0822.The dynamic height is computed by dividing the NAVD 88
 JA0822.geopotential number by the normal gravity value computed on the
 JA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0822.degrees latitude (g = 980.6199 gals.).
 JA0822
 JA0822.The modeled gravity was interpolated from observed gravity values.
 JA0822
 JA0822;                    North         East    Units  Estimated Accuracy
 JA0822;SPC IN W     -   379,460.      903,120.      MT  (+/- 180 meters Scaled)
 JA0822
 JA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH958797(NAD 83)
 JA0822
 JA0822                          SUPERSEDED SURVEY CONTROL
 JA0822
 JA0822  NGVD 29 (??/??/92)  162.460  (m)          533.00   (f) ADJ UNCH    1 2
 JA0822
 JA0822.Superseded values are not recommended for survey control.
 JA0822
 JA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0822.See file dsdata.pdf to determine how the superseded data were derived.
 JA0822
 JA0822_MARKER: DB = BENCH MARK DISK
 JA0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0822_SP_SET: TIER BASE
 JA0822_STAMPING: U 311 1965
 JA0822_MARK LOGO: CGS
 JA0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0822
 JA0822  HISTORY     - Date     Condition        Report By
 JA0822  HISTORY     - 1965     MONUMENTED       CGS
 JA0822
 JA0822                          STATION DESCRIPTION
 JA0822
 JA0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0822'0.1 MI W FROM MONTGOMERY.
 JA0822'ABOUT 0.1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0822'THE STATION AT MONTGOMERY, IN SECTION 26, T 3 N, R 6 W, 6 POLES
 JA0822'WEST OF MILEPOST 162-20, 23 FEET NORTH OF THE NORTH RAIL OF THE
 JA0822'MAIN TRACK, SET VERTICALLY IN THE NORTH FACE OF A CONCRETE BASE
 JA0822'FOR A TIER OF 3 PILLARS SUPPORTING A RAILROAD OVERPASS, 8 FEET
 JA0822'WEST OF THE EAST END OF THE CONCRETE BASE, AND ABOUT 2 FEET ABOVE
 JA0822'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0232 ***********************************************************************
 JA0232  DESIGNATION -  U 313
 JA0232  PID         -  JA0232
 JA0232  STATE/COUNTY-  IN/HARRISON
 JA0232  COUNTRY     -  US
 JA0232  USGS QUAD   -  CRANDALL (2019)
 JA0232
 JA0232                         *CURRENT SURVEY CONTROL
 JA0232  ______________________________________________________________________
 JA0232* NAD 83(1986) POSITION- 38 16 32.     (N) 086 00 40.     (W)   SCALED
 JA0232* NAVD 88 ORTHO HEIGHT -   248.114 (meters)      814.02  (feet) ADJUSTED
 JA0232  ______________________________________________________________________
 JA0232  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 JA0232  DYNAMIC HEIGHT  -        247.942 (meters)      813.46  (feet) COMP
 JA0232  MODELED GRAVITY -    979,929.9   (mgal)                       NAVD 88
 JA0232
 JA0232  VERT ORDER      -  FIRST     CLASS II
 JA0232
 JA0232.The horizontal coordinates were scaled from a map and have
 JA0232.an estimated accuracy of +/- 6 seconds.
 JA0232
 JA0232.The orthometric height was determined by differential leveling and
 JA0232.adjusted by the NATIONAL GEODETIC SURVEY
 JA0232.in June 1991.
 JA0232
 JA0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0232.GEOID18 height accuracy estimate available here.
 JA0232
 JA0232.Click photographs - Photos may exist for this station.
 JA0232
 JA0232.The dynamic height is computed by dividing the NAVD 88
 JA0232.geopotential number by the normal gravity value computed on the
 JA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0232.degrees latitude (g = 980.6199 gals.).
 JA0232
 JA0232.The modeled gravity was interpolated from observed gravity values.
 JA0232
 JA0232;                    North         East    Units  Estimated Accuracy
 JA0232;SPC IN E     -   336,140.       69,860.      MT  (+/- 180 meters Scaled)
 JA0232
 JA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH864368(NAD 83)
 JA0232
 JA0232                          SUPERSEDED SURVEY CONTROL
 JA0232
 JA0232  NGVD 29 (??/??/92)  248.243  (m)          814.44   (f) ADJ UNCH    1 2
 JA0232
 JA0232.Superseded values are not recommended for survey control.
 JA0232
 JA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0232.See file dsdata.pdf to determine how the superseded data were derived.
 JA0232
 JA0232_MARKER: DB = BENCH MARK DISK
 JA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0232_STAMPING: U 313 1965
 JA0232_MARK LOGO: CGS
 JA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0232+STABILITY: SURFACE MOTION
 JA0232
 JA0232  HISTORY     - Date     Condition        Report By
 JA0232  HISTORY     - 1965     MONUMENTED       CGS
 JA0232
 JA0232                          STATION DESCRIPTION
 JA0232
 JA0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0232'2.5 MI SW FROM GEORGETOWN.
 JA0232'2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 JA0232'BRETHREN CHURCH AT GEORGETOWN, OR ABOUT 3.5 MILES EAST ALONG THE
 JA0232'SOUTHERN RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE
 JA0232'HIGHWAY 335 AT CRANDALL, IN SECTION 6, T 3 S, R 5 E, 0.3 MILE
 JA0232'SOUTHWEST OF A CROSSING OF THE RAILROAD AND A ROAD, 0.4 MILE
 JA0232'NORTHEAST OF MILEPOST 256, 32 FEET NORTHWEST OF THE NORTHWEST
 JA0232'RAIL, 36 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BATTERY
 JA0232'BOX, 55 FEET SOUTHWEST OF POWER POLE NUMBER 61AAE24, 1.5 FEET
 JA0232'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JA0232'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0232'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0880 ***********************************************************************
 JA0880  DESIGNATION -  U 314
 JA0880  PID         -  JA0880
 JA0880  STATE/COUNTY-  IN/KNOX
 JA0880  COUNTRY     -  US
 JA0880  USGS QUAD   -  FRITCHTON (2019)
 JA0880
 JA0880                         *CURRENT SURVEY CONTROL
 JA0880  ______________________________________________________________________
 JA0880* NAD 83(1986) POSITION- 38 41 01.     (N) 087 26 25.     (W)   SCALED
 JA0880* NAVD 88 ORTHO HEIGHT -   158.019 (meters)      518.43  (feet) ADJUSTED
 JA0880  ______________________________________________________________________
 JA0880  GEOID HEIGHT    -        -31.900 (meters)                     GEOID18
 JA0880  DYNAMIC HEIGHT  -        157.921 (meters)      518.11  (feet) COMP
 JA0880  MODELED GRAVITY -    980,003.8   (mgal)                       NAVD 88
 JA0880
 JA0880  VERT ORDER      -  FIRST     CLASS II
 JA0880
 JA0880.The horizontal coordinates were scaled from a map and have
 JA0880.an estimated accuracy of +/- 6 seconds.
 JA0880
 JA0880.The orthometric height was determined by differential leveling and
 JA0880.adjusted by the NATIONAL GEODETIC SURVEY
 JA0880.in June 1991.
 JA0880
 JA0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0880.GEOID18 height accuracy estimate available here.
 JA0880
 JA0880.Click photographs - Photos may exist for this station.
 JA0880
 JA0880.The dynamic height is computed by dividing the NAVD 88
 JA0880.geopotential number by the normal gravity value computed on the
 JA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0880.degrees latitude (g = 980.6199 gals.).
 JA0880
 JA0880.The modeled gravity was interpolated from observed gravity values.
 JA0880
 JA0880;                    North         East    Units  Estimated Accuracy
 JA0880;SPC IN W     -   381,440.      868,940.      MT  (+/- 180 meters Scaled)
 JA0880
 JA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH617817(NAD 83)
 JA0880
 JA0880                          SUPERSEDED SURVEY CONTROL
 JA0880
 JA0880  NGVD 29 (??/??/92)  158.142  (m)          518.84   (f) ADJ UNCH    1 2
 JA0880
 JA0880.Superseded values are not recommended for survey control.
 JA0880
 JA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0880.See file dsdata.pdf to determine how the superseded data were derived.
 JA0880
 JA0880_MARKER: DB = BENCH MARK DISK
 JA0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0880_STAMPING: U 314 1965
 JA0880_MARK LOGO: CGS
 JA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0880+STABILITY: SURFACE MOTION
 JA0880
 JA0880  HISTORY     - Date     Condition        Report By
 JA0880  HISTORY     - 1965     MONUMENTED       CGS
 JA0880  HISTORY     - 1986     GOOD             NGS
 JA0880
 JA0880                          STATION DESCRIPTION
 JA0880
 JA0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0880'4.7 MI E FROM VINCENNES.
 JA0880'ABOUT 4.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0880'THE STATION AT VINCENNES, IN FRACTIONAL SECTION 28, T 3 N, R 9 W,
 JA0880'3 1/2 RAILS WEST OF A SWITCH STAND WHICH IS AT THE WEST END OF A
 JA0880'SIDETRACK, 22 FEET SOUTH OF THE SOUTH RAIL, 137 FEET WEST OF
 JA0880'SEMAPHORE NUMBER 184-2, 102 FEET NORTHWEST AND ACROSS U.S.
 JA0880'HIGHWAY 50 FROM A 15-INCH ELM TREE, 45 FEET NORTH OF THE CENTER
 JA0880'LINE OF THE HIGHWAY, 8 FEET NORTHEAST OF A TELEPHONE POLE, 1.5
 JA0880'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JA0880'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JA0880'A CONCRETE POST PROJECTING 6 INCHES.
 JA0880
 JA0880                          STATION RECOVERY (1986)
 JA0880
 JA0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0880'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0880'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
 JA0880'DELETE--3 1/2 RAILS WEST OF A SWITCH STAND WHICH IS AT THE WEST END OF
 JA0880'A SIDE TRACK, 102 FT NORTHWEST AND ACROSS U.S. HIGHWAY 50 FROM A
 JA0880'15-INCH ELM TREE, AND THE NUMBER 184-2 OF THE SEMAPHORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1076 ***********************************************************************
 JA1076  DESIGNATION -  U 315
 JA1076  PID         -  JA1076
 JA1076  STATE/COUNTY-  IN/PIKE
 JA1076  COUNTRY     -  US
 JA1076  USGS QUAD   -  PETERSBURG (2019)
 JA1076
 JA1076                         *CURRENT SURVEY CONTROL
 JA1076  ______________________________________________________________________
 JA1076* NAD 83(1986) POSITION- 38 24 08.     (N) 087 18 02.     (W)   SCALED
 JA1076* NAVD 88 ORTHO HEIGHT -   130.025 (meters)      426.59  (feet) ADJUSTED
 JA1076  ______________________________________________________________________
 JA1076  GEOID HEIGHT    -        -31.894 (meters)                     GEOID18
 JA1076  DYNAMIC HEIGHT  -        129.940 (meters)      426.31  (feet) COMP
 JA1076  MODELED GRAVITY -    979,973.4   (mgal)                       NAVD 88
 JA1076
 JA1076  VERT ORDER      -  FIRST     CLASS II
 JA1076
 JA1076.The horizontal coordinates were scaled from a map and have
 JA1076.an estimated accuracy of +/- 6 seconds.
 JA1076
 JA1076.The orthometric height was determined by differential leveling and
 JA1076.adjusted by the NATIONAL GEODETIC SURVEY
 JA1076.in June 1991.
 JA1076
 JA1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1076.GEOID18 height accuracy estimate available here.
 JA1076
 JA1076.Click photographs - Photos may exist for this station.
 JA1076
 JA1076.The dynamic height is computed by dividing the NAVD 88
 JA1076.geopotential number by the normal gravity value computed on the
 JA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1076.degrees latitude (g = 980.6199 gals.).
 JA1076
 JA1076.The modeled gravity was interpolated from observed gravity values.
 JA1076
 JA1076;                    North         East    Units  Estimated Accuracy
 JA1076;SPC IN W     -   350,160.      881,030.      MT  (+/- 180 meters Scaled)
 JA1076
 JA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH737504(NAD 83)
 JA1076
 JA1076                          SUPERSEDED SURVEY CONTROL
 JA1076
 JA1076  NGVD 29 (??/??/92)  130.154  (m)          427.01   (f) ADJ UNCH    1 2
 JA1076
 JA1076.Superseded values are not recommended for survey control.
 JA1076
 JA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1076.See file dsdata.pdf to determine how the superseded data were derived.
 JA1076
 JA1076_MARKER: DB = BENCH MARK DISK
 JA1076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1076_STAMPING: U 315 1965
 JA1076_MARK LOGO: CGS
 JA1076_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1076
 JA1076  HISTORY     - Date     Condition        Report By
 JA1076  HISTORY     - 1965     MONUMENTED       CGS
 JA1076  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1076
 JA1076                          STATION DESCRIPTION
 JA1076
 JA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1076'5.1 MI NE FROM OAKLAND CITY.
 JA1076'ABOUT 5.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1076'FROM THE STATION AT OAKLAND CITY, OR 0.45 MILE SOUTHWEST ALONG
 JA1076'STATE HIGHWAY 57 FROM THE PIKE COUNTY COURTHOUSE AT PETERSBURG,
 JA1076'THENCE 6.55 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD, 68
 JA1076'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET NORTHEAST ACROSS A
 JA1076'ROAD FROM A TELEPHONE POLE, 19.7 FEET NORTHEAST OF THE CENTER
 JA1076'LINE OF A PAVED ROAD, 3 FEET SOUTHEAST OF A CORNER FENCE POST, 1
 JA1076'FOOT SOUTHWEST OF A FENCE,1 FOOT NORTH OF A METAL WITNESS POST,
 JA1076'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, ABOUT 3 FEET BELOW
 JA1076'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 JA1076'COATED ROD THAT IS DRIVEN TO A DEPTH OF 46 FEET AND IS ENCASED IN
 JA1076'A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA1076
 JA1076                          STATION RECOVERY (1985)
 JA1076
 JA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1038 ***********************************************************************
 JA1038  DESIGNATION -  U 316
 JA1038  PID         -  JA1038
 JA1038  STATE/COUNTY-  IN/VANDERBURGH
 JA1038  COUNTRY     -  US
 JA1038  USGS QUAD   -  DAYLIGHT (2019)
 JA1038
 JA1038                         *CURRENT SURVEY CONTROL
 JA1038  ______________________________________________________________________
 JA1038* NAD 83(1986) POSITION- 38 04 55.     (N) 087 29 49.     (W)   SCALED
 JA1038* NAVD 88 ORTHO HEIGHT -   124.109 (meters)      407.18  (feet) ADJUSTED
 JA1038  ______________________________________________________________________
 JA1038  GEOID HEIGHT    -        -31.246 (meters)                     GEOID18
 JA1038  DYNAMIC HEIGHT  -        124.024 (meters)      406.90  (feet) COMP
 JA1038  MODELED GRAVITY -    979,945.1   (mgal)                       NAVD 88
 JA1038
 JA1038  VERT ORDER      -  FIRST     CLASS II
 JA1038
 JA1038.The horizontal coordinates were scaled from a map and have
 JA1038.an estimated accuracy of +/- 6 seconds.
 JA1038
 JA1038.The orthometric height was determined by differential leveling and
 JA1038.adjusted by the NATIONAL GEODETIC SURVEY
 JA1038.in June 1991.
 JA1038
 JA1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1038.GEOID18 height accuracy estimate available here.
 JA1038
 JA1038.Click photographs - Photos may exist for this station.
 JA1038
 JA1038.The dynamic height is computed by dividing the NAVD 88
 JA1038.geopotential number by the normal gravity value computed on the
 JA1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1038.degrees latitude (g = 980.6199 gals.).
 JA1038
 JA1038.The modeled gravity was interpolated from observed gravity values.
 JA1038
 JA1038;                    North         East    Units  Estimated Accuracy
 JA1038;SPC IN W     -   314,670.      863,710.      MT  (+/- 180 meters Scaled)
 JA1038
 JA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH564150(NAD 83)
 JA1038
 JA1038                          SUPERSEDED SURVEY CONTROL
 JA1038
 JA1038  NGVD 29 (??/??/92)  124.226  (m)          407.56   (f) ADJ UNCH    1 2
 JA1038
 JA1038.Superseded values are not recommended for survey control.
 JA1038
 JA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1038.See file dsdata.pdf to determine how the superseded data were derived.
 JA1038
 JA1038_MARKER: DB = BENCH MARK DISK
 JA1038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1038_SP_SET: HEADWALL
 JA1038_STAMPING: U 316 1965
 JA1038_MARK LOGO: CGS
 JA1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1038+STABILITY: SURFACE MOTION
 JA1038
 JA1038  HISTORY     - Date     Condition        Report By
 JA1038  HISTORY     - 1965     MONUMENTED       CGS
 JA1038  HISTORY     - 1985     GOOD             NGS
 JA1038  HISTORY     - 19910103 MARK NOT FOUND   USPSQD
 JA1038  HISTORY     - 19950816 GOOD             USPSQD
 JA1038  HISTORY     - 19981107 GOOD             USPSQD
 JA1038
 JA1038                          STATION DESCRIPTION
 JA1038
 JA1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1038'0.8 MI SW FROM DAYLIGHT.
 JA1038'ABOUT 0.8 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1038'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, IN SECTION 23, T 5 S,
 JA1038'R 10 W, ABOUT 200 FEET SOUTHEAST ACROSS STATE HIGHWAY 57 FROM A
 JA1038'STONE HOUSE, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST
 JA1038'CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY,
 JA1038'68 FEET NORTHWEST OF THE NORTHWEST RAIL 31 FEET SOUTHEAST OF THE
 JA1038'CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE
 JA1038'TRACK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JA1038
 JA1038                          STATION RECOVERY (1985)
 JA1038
 JA1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1038'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 JA1038'MI) NORTHERLY ALONG STATE HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH
 JA1038'STATE HIGHWAY 66 IN EVANSVILLE, THENCE 6.2 KM (3.85 MI) NORTHEASTERLY
 JA1038'ALONG STATE HIGHWAY 57.
 JA1038
 JA1038                          STATION RECOVERY (1991)
 JA1038
 JA1038'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1038'MARK NOT FOUND.
 JA1038
 JA1038                          STATION RECOVERY (1995)
 JA1038
 JA1038'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1038'RECOVERED IN GOOD CONDITION.
 JA1038
 JA1038                          STATION RECOVERY (1998)
 JA1038
 JA1038'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1109 ***********************************************************************
 JA1109  DESIGNATION -  U 317
 JA1109  PID         -  JA1109
 JA1109  STATE/COUNTY-  IN/SPENCER
 JA1109  COUNTRY     -  US
 JA1109  USGS QUAD   -  CHRISNEY (2019)
 JA1109
 JA1109                         *CURRENT SURVEY CONTROL
 JA1109  ______________________________________________________________________
 JA1109* NAD 83(1986) POSITION- 38 05 34.     (N) 087 00 58.     (W)   SCALED
 JA1109* NAVD 88 ORTHO HEIGHT -   132.212 (meters)      433.77  (feet) ADJUSTED
 JA1109  ______________________________________________________________________
 JA1109  GEOID HEIGHT    -        -31.645 (meters)                     GEOID18
 JA1109  DYNAMIC HEIGHT  -        132.124 (meters)      433.48  (feet) COMP
 JA1109  MODELED GRAVITY -    979,964.7   (mgal)                       NAVD 88
 JA1109
 JA1109  VERT ORDER      -  FIRST     CLASS II
 JA1109
 JA1109.The horizontal coordinates were scaled from a map and have
 JA1109.an estimated accuracy of +/- 6 seconds.
 JA1109
 JA1109.The orthometric height was determined by differential leveling and
 JA1109.adjusted by the NATIONAL GEODETIC SURVEY
 JA1109.in June 1991.
 JA1109
 JA1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1109.GEOID18 height accuracy estimate available here.
 JA1109
 JA1109.Click photographs - Photos may exist for this station.
 JA1109
 JA1109.The dynamic height is computed by dividing the NAVD 88
 JA1109.geopotential number by the normal gravity value computed on the
 JA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1109.degrees latitude (g = 980.6199 gals.).
 JA1109
 JA1109.The modeled gravity was interpolated from observed gravity values.
 JA1109
 JA1109;                    North         East    Units  Estimated Accuracy
 JA1109;SPC IN W     -   315,790.      905,900.      MT  (+/- 180 meters Scaled)
 JA1109
 JA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH985161(NAD 83)
 JA1109
 JA1109                          SUPERSEDED SURVEY CONTROL
 JA1109
 JA1109  NGVD 29 (??/??/92)  132.316  (m)          434.11   (f) ADJ UNCH    1 2
 JA1109
 JA1109.Superseded values are not recommended for survey control.
 JA1109
 JA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1109.See file dsdata.pdf to determine how the superseded data were derived.
 JA1109
 JA1109_MARKER: DB = BENCH MARK DISK
 JA1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1109_STAMPING: U 317 1965
 JA1109_MARK LOGO: CGS
 JA1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1109+STABILITY: SURFACE MOTION
 JA1109
 JA1109  HISTORY     - Date     Condition        Report By
 JA1109  HISTORY     - 1965     MONUMENTED       CGS
 JA1109
 JA1109                          STATION DESCRIPTION
 JA1109
 JA1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1109'2.2 MI SSW FROM LINCOLN CITY.
 JA1109'ABOUT 2.25 MILES SOUTH-SOUTHWEST ALONG THE SOUTHERN RAILROAD
 JA1109'FROM THE POST OFFICE AT LINCOLN CITY, IN SECTION 7, T 5 S, R 5 W,
 JA1109'0.15 MILE NORTH OF MILEPOST 15, 8 RAILS SOUTH OF THE CROSSING
 JA1109'OF A GRAVELED ROAD, 53 FEET EAST OF THE EAST RAIL, 30 FEET WEST
 JA1109'OF THE CENTER LINE OF THE ROAD, 51 1/2 FEET NORTHEAST OF THE
 JA1109'NORTH END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE RAILROAD,
 JA1109'10 1/2 FEET SOUTH OF A 12-INCH FORKED TREE, 2.0 FEET NORTH OF A
 JA1109'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE RAILS,
 JA1109'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 JA1109'CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1114 ***********************************************************************
 HA1114  DESIGNATION -  U 318
 HA1114  PID         -  HA1114
 HA1114  STATE/COUNTY-  IN/VANDERBURGH
 HA1114  COUNTRY     -  US
 HA1114  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1114
 HA1114                         *CURRENT SURVEY CONTROL
 HA1114  ______________________________________________________________________
 HA1114* NAD 83(1986) POSITION- 37 56 52.     (N) 087 32 15.     (W)   SCALED
 HA1114* NAVD 88 ORTHO HEIGHT -   116.611 (meters)      382.58  (feet) ADJUSTED
 HA1114  ______________________________________________________________________
 HA1114  GEOID HEIGHT    -        -30.993 (meters)                     GEOID18
 HA1114  DYNAMIC HEIGHT  -        116.531 (meters)      382.32  (feet) COMP
 HA1114  MODELED GRAVITY -    979,941.2   (mgal)                       NAVD 88
 HA1114
 HA1114  VERT ORDER      -  FIRST     CLASS II
 HA1114
 HA1114.The horizontal coordinates were scaled from a map and have
 HA1114.an estimated accuracy of +/- 6 seconds.
 HA1114
 HA1114.The orthometric height was determined by differential leveling and
 HA1114.adjusted by the NATIONAL GEODETIC SURVEY
 HA1114.in June 1991.
 HA1114
 HA1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1114.GEOID18 height accuracy estimate available here.
 HA1114
 HA1114.Click photographs - Photos may exist for this station.
 HA1114
 HA1114.The dynamic height is computed by dividing the NAVD 88
 HA1114.geopotential number by the normal gravity value computed on the
 HA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1114.degrees latitude (g = 980.6199 gals.).
 HA1114
 HA1114.The modeled gravity was interpolated from observed gravity values.
 HA1114
 HA1114;                    North         East    Units  Estimated Accuracy
 HA1114;SPC IN W     -   299,800.      860,080.      MT  (+/- 180 meters Scaled)
 HA1114
 HA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH527001(NAD 83)
 HA1114
 HA1114                          SUPERSEDED SURVEY CONTROL
 HA1114
 HA1114  NGVD 29 (??/??/92)  116.702  (m)          382.88   (f) ADJ UNCH    1 2
 HA1114
 HA1114.Superseded values are not recommended for survey control.
 HA1114
 HA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1114.See file dsdata.pdf to determine how the superseded data were derived.
 HA1114
 HA1114_MARKER: DB = BENCH MARK DISK
 HA1114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA1114_SP_SET: FOUNDATION
 HA1114_STAMPING: U 318 1965
 HA1114_MARK LOGO: CGS
 HA1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1114+STABILITY: SURFACE MOTION
 HA1114
 HA1114  HISTORY     - Date     Condition        Report By
 HA1114  HISTORY     - 1965     MONUMENTED       CGS
 HA1114  HISTORY     - 1985     GOOD             NGS
 HA1114  HISTORY     - 1988     GOOD             USPSQD
 HA1114
 HA1114                          STATION DESCRIPTION
 HA1114
 HA1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1114'3 MI E FROM EVANSVILLE.
 HA1114'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1114'OFFICE AT EVANSVILLE, THENCE 2.9 MILES SOUTHEAST ALONG RIVERSIDE
 HA1114'DRIVE, IN SECTION 4, T 7 S, R 10 W, 88 FEET SOUTHEAST OF THE
 HA1114'CENTER OF THE INTERSECTION OF POLLACK AVENUE, 136 FEET SOUTH OF
 HA1114'AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF THE NEW LODGE
 HA1114'GRADE SCHOOL, 27 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE,
 HA1114'36 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP
 HA1114'OF THE EAST SIDE OF AN ABANDONED CONCRETE SCALE FOUNDATION, 21
 HA1114'FEET NORTHWEST OF A 10-INCH HICKORY TREE, 1.0 FOOT WEST OF A
 HA1114'METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HA1114'DRIVE.
 HA1114
 HA1114                          STATION RECOVERY (1985)
 HA1114
 HA1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1114'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVILLE,
 HA1114'AT THE INTERSECTION OF RIVERSIDE DRIVE AND POLLACK AVENUE.
 HA1114
 HA1114                          STATION RECOVERY (1988)
 HA1114
 HA1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0804 ***********************************************************************
 HZ0804  DESIGNATION -  U 319
 HZ0804  PID         -  HZ0804
 HZ0804  STATE/COUNTY-  IN/SWITZERLAND
 HZ0804  COUNTRY     -  US
 HZ0804  USGS QUAD   -  PATRIOT (2019)
 HZ0804
 HZ0804                         *CURRENT SURVEY CONTROL
 HZ0804  ______________________________________________________________________
 HZ0804* NAD 83(1986) POSITION- 38 47 48.     (N) 084 50 23.     (W)   SCALED
 HZ0804* NAVD 88 ORTHO HEIGHT -   155.608 (meters)      510.52  (feet) ADJUSTED
 HZ0804  ______________________________________________________________________
 HZ0804  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 HZ0804  DYNAMIC HEIGHT  -        155.510 (meters)      510.20  (feet) COMP
 HZ0804  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 HZ0804
 HZ0804  VERT ORDER      -  FIRST     CLASS II
 HZ0804
 HZ0804.The horizontal coordinates were scaled from a map and have
 HZ0804.an estimated accuracy of +/- 6 seconds.
 HZ0804
 HZ0804.The orthometric height was determined by differential leveling and
 HZ0804.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0804.in June 1991.
 HZ0804
 HZ0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0804.GEOID18 height accuracy estimate available here.
 HZ0804
 HZ0804.Click photographs - Photos may exist for this station.
 HZ0804
 HZ0804.The dynamic height is computed by dividing the NAVD 88
 HZ0804.geopotential number by the normal gravity value computed on the
 HZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0804.degrees latitude (g = 980.6199 gals.).
 HZ0804
 HZ0804.The modeled gravity was interpolated from observed gravity values.
 HZ0804
 HZ0804;                    North         East    Units  Estimated Accuracy
 HZ0804;SPC IN E     -   394,250.      171,840.      MT  (+/- 180 meters Scaled)
 HZ0804
 HZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH876964(NAD 83)
 HZ0804
 HZ0804                          SUPERSEDED SURVEY CONTROL
 HZ0804
 HZ0804  NGVD 29 (??/??/92)  155.801  (m)          511.16   (f) ADJ UNCH    1 2
 HZ0804
 HZ0804.Superseded values are not recommended for survey control.
 HZ0804
 HZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0804.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0804
 HZ0804_MARKER: DB = BENCH MARK DISK
 HZ0804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0804_STAMPING: U 319 1965
 HZ0804_MARK LOGO: CGS
 HZ0804_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0804
 HZ0804  HISTORY     - Date     Condition        Report By
 HZ0804  HISTORY     - 1965     MONUMENTED       CGS
 HZ0804
 HZ0804                          STATION DESCRIPTION
 HZ0804
 HZ0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0804'4.2 MI SW FROM PATRIOT.
 HZ0804'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE
 HZ0804'POST OFFICE AT PATRIOT, IN SECTION 36, T 2 N, R 1 W, 69 FEET
 HZ0804'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 HZ0804'COUNTY ROAD, 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HZ0804'46 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2 FEET
 HZ0804'WEST OF A TELEPHONE POLE WITH GUY WIRES, 0.8 FEET NORTH OF A
 HZ0804'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 HZ0804'THE TOP OF A 5-INCH BY 5-FOOT CAST IRON PIPE WHICH IS FILLED WITH
 HZ0804'CONCRETE AND PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0760 ***********************************************************************
 LB0760  DESIGNATION -  U 32
 LB0760  PID         -  LB0760
 LB0760  STATE/COUNTY-  IN/MONTGOMERY
 LB0760  COUNTRY     -  US
 LB0760  USGS QUAD   -  DARLINGTON (2019)
 LB0760
 LB0760                         *CURRENT SURVEY CONTROL
 LB0760  ______________________________________________________________________
 LB0760* NAD 83(1986) POSITION- 40 06 35.     (N) 086 46 45.     (W)   SCALED
 LB0760* NAVD 88 ORTHO HEIGHT -   232.933 (meters)      764.21  (feet) ADJUSTED
 LB0760  ______________________________________________________________________
 LB0760  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 LB0760  DYNAMIC HEIGHT  -        232.808 (meters)      763.80  (feet) COMP
 LB0760  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LB0760
 LB0760  VERT ORDER      -  SECOND    CLASS 0
 LB0760
 LB0760.The horizontal coordinates were scaled from a map and have
 LB0760.an estimated accuracy of +/- 6 seconds.
 LB0760
 LB0760.The orthometric height was determined by differential leveling and
 LB0760.adjusted by the NATIONAL GEODETIC SURVEY
 LB0760.in June 1991.
 LB0760
 LB0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0760.GEOID18 height accuracy estimate available here.
 LB0760
 LB0760.Click photographs - Photos may exist for this station.
 LB0760
 LB0760.The dynamic height is computed by dividing the NAVD 88
 LB0760.geopotential number by the normal gravity value computed on the
 LB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0760.degrees latitude (g = 980.6199 gals.).
 LB0760
 LB0760.The modeled gravity was interpolated from observed gravity values.
 LB0760
 LB0760;                    North         East    Units  Estimated Accuracy
 LB0760;SPC IN W     -   539,750.      925,930.      MT  (+/- 180 meters Scaled)
 LB0760
 LB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK188399(NAD 83)
 LB0760
 LB0760                          SUPERSEDED SURVEY CONTROL
 LB0760
 LB0760  NGVD 29 (??/??/92)  233.028  (m)          764.53   (f) ADJ UNCH    2 0
 LB0760
 LB0760.Superseded values are not recommended for survey control.
 LB0760
 LB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0760.See file dsdata.pdf to determine how the superseded data were derived.
 LB0760
 LB0760_MARKER: DB = BENCH MARK DISK
 LB0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0760_STAMPING: U 32 1934
 LB0760_MARK LOGO: CGS
 LB0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0760+STABILITY: SURFACE MOTION
 LB0760
 LB0760  HISTORY     - Date     Condition        Report By
 LB0760  HISTORY     - 1934     MONUMENTED       CGS
 LB0760  HISTORY     - 1946     GOOD             CGS
 LB0760
 LB0760                          STATION DESCRIPTION
 LB0760
 LB0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0760'AT DARLINGTON.
 LB0760'AT DARLINGTON, ON THE PENNSYLVANIA RAILROAD, 10 RAILS NORTH
 LB0760'OF THE NORTH END OF THE STATION, AT THE MAIN STREET CROSSING,
 LB0760'48 FEET NORTH OF THE CENTERLINE OF THE MAIN STREET, 35 FEET
 LB0760'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 20 FEET
 LB0760'NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 2 FEET SOUTHWEST
 LB0760'OF A WHITE WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1051 ***********************************************************************
 HZ1051  DESIGNATION -  U 320
 HZ1051  PID         -  HZ1051
 HZ1051  STATE/COUNTY-  IN/JEFFERSON
 HZ1051  COUNTRY     -  US
 HZ1051  USGS QUAD   -  MADISON EAST (2019)
 HZ1051
 HZ1051                         *CURRENT SURVEY CONTROL
 HZ1051  ______________________________________________________________________
 HZ1051* NAD 83(1986) POSITION- 38 44 17.     (N) 085 19 43.     (W)   SCALED
 HZ1051* NAVD 88 ORTHO HEIGHT -   137.958 (meters)      452.62  (feet) ADJUSTED
 HZ1051  ______________________________________________________________________
 HZ1051  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 HZ1051  DYNAMIC HEIGHT  -        137.866 (meters)      452.32  (feet) COMP
 HZ1051  MODELED GRAVITY -    979,964.9   (mgal)                       NAVD 88
 HZ1051
 HZ1051  VERT ORDER      -  FIRST     CLASS II
 HZ1051
 HZ1051.The horizontal coordinates were scaled from a map and have
 HZ1051.an estimated accuracy of +/- 6 seconds.
 HZ1051
 HZ1051.The orthometric height was determined by differential leveling and
 HZ1051.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1051.in June 1991.
 HZ1051
 HZ1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1051.GEOID18 height accuracy estimate available here.
 HZ1051
 HZ1051.Click photographs - Photos may exist for this station.
 HZ1051
 HZ1051.The dynamic height is computed by dividing the NAVD 88
 HZ1051.geopotential number by the normal gravity value computed on the
 HZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1051.degrees latitude (g = 980.6199 gals.).
 HZ1051
 HZ1051.The modeled gravity was interpolated from observed gravity values.
 HZ1051
 HZ1051;                    North         East    Units  Estimated Accuracy
 HZ1051;SPC IN E     -   387,470.      129,390.      MT  (+/- 180 meters Scaled)
 HZ1051
 HZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH452890(NAD 83)
 HZ1051
 HZ1051                          SUPERSEDED SURVEY CONTROL
 HZ1051
 HZ1051  NGVD 29 (??/??/92)  138.125  (m)          453.17   (f) ADJ UNCH    1 2
 HZ1051
 HZ1051.Superseded values are not recommended for survey control.
 HZ1051
 HZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1051.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1051
 HZ1051_MARKER: DB = BENCH MARK DISK
 HZ1051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1051_STAMPING: U 320 1965
 HZ1051_MARK LOGO: CGS
 HZ1051_PROJECTION: PROJECTING
 HZ1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1051
 HZ1051  HISTORY     - Date     Condition        Report By
 HZ1051  HISTORY     - 1965     MONUMENTED       CGS
 HZ1051  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HZ1051
 HZ1051                          STATION DESCRIPTION
 HZ1051
 HZ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1051'2.6 MI E FROM MADISON.
 HZ1051'2.65 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1051'AT MADISON, IN SECTION 5, T 3 N, R 11 E, 35 FEET SOUTH OF THE
 HZ1051'CENTER LINE OF THE HIGHWAY, 75 FEET EAST OF POWER POLE 109,
 HZ1051'1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ1051'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 HZ1051'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH CAST
 HZ1051'IRON PIPE WHICH PROJECTS 8 INCHES.
 HZ1051
 HZ1051                          STATION RECOVERY (2023)
 HZ1051
 HZ1051'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1719 ***********************************************************************
 HZ1719  DESIGNATION -  U 321
 HZ1719  PID         -  HZ1719
 HZ1719  STATE/COUNTY-  IN/CLARK
 HZ1719  COUNTRY     -  US
 HZ1719  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1719
 HZ1719                         *CURRENT SURVEY CONTROL
 HZ1719  ______________________________________________________________________
 HZ1719* NAD 83(1986) POSITION- 38 34 51.     (N) 085 32 29.     (W)   SCALED
 HZ1719* NAVD 88 ORTHO HEIGHT -   210.515 (meters)      690.66  (feet) ADJUSTED
 HZ1719  ______________________________________________________________________
 HZ1719  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 HZ1719  DYNAMIC HEIGHT  -        210.374 (meters)      690.20  (feet) COMP
 HZ1719  MODELED GRAVITY -    979,955.4   (mgal)                       NAVD 88
 HZ1719
 HZ1719  VERT ORDER      -  FIRST     CLASS II
 HZ1719
 HZ1719.The horizontal coordinates were scaled from a map and have
 HZ1719.an estimated accuracy of +/- 6 seconds.
 HZ1719
 HZ1719.The orthometric height was determined by differential leveling and
 HZ1719.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1719.in June 1991.
 HZ1719
 HZ1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1719.GEOID18 height accuracy estimate available here.
 HZ1719
 HZ1719.Click photographs - Photos may exist for this station.
 HZ1719
 HZ1719.The dynamic height is computed by dividing the NAVD 88
 HZ1719.geopotential number by the normal gravity value computed on the
 HZ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1719.degrees latitude (g = 980.6199 gals.).
 HZ1719
 HZ1719.The modeled gravity was interpolated from observed gravity values.
 HZ1719
 HZ1719;                    North         East    Units  Estimated Accuracy
 HZ1719;SPC IN E     -   369,970.      110,920.      MT  (+/- 180 meters Scaled)
 HZ1719
 HZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH270712(NAD 83)
 HZ1719
 HZ1719                          SUPERSEDED SURVEY CONTROL
 HZ1719
 HZ1719  NGVD 29 (??/??/92)  210.675  (m)          691.19   (f) ADJ UNCH    1 2
 HZ1719
 HZ1719.Superseded values are not recommended for survey control.
 HZ1719
 HZ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1719.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1719
 HZ1719_MARKER: DB = BENCH MARK DISK
 HZ1719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1719_SP_SET: BRIDGE
 HZ1719_STAMPING: U 321 1965
 HZ1719_MARK LOGO: CGS
 HZ1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1719
 HZ1719  HISTORY     - Date     Condition        Report By
 HZ1719  HISTORY     - 1965     MONUMENTED       CGS
 HZ1719  HISTORY     - 20190915 GOOD             USPSQD
 HZ1719
 HZ1719                          STATION DESCRIPTION
 HZ1719
 HZ1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1719'1 MI N FROM NEW WASHINGTON.
 HZ1719'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1719'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 29, T 2 N, R 9 E, 17
 HZ1719'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 HZ1719'THE SOUTH END OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE
 HZ1719'OVER EAST FORK CREEK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HZ1719'HIGHWAY.
 HZ1719
 HZ1719                          STATION RECOVERY (2019)
 HZ1719
 HZ1719'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1633 ***********************************************************************
 HZ1633  DESIGNATION -  U 322
 HZ1633  PID         -  HZ1633
 HZ1633  STATE/COUNTY-  IN/CLARK
 HZ1633  COUNTRY     -  US
 HZ1633  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1633
 HZ1633                         *CURRENT SURVEY CONTROL
 HZ1633  ______________________________________________________________________
 HZ1633* NAD 83(1986) POSITION- 38 16 12.18   (N) 085 44 20.87   (W)   HD_HELD1
 HZ1633* NAVD 88 ORTHO HEIGHT -   137.248 (meters)      450.29  (feet) ADJUSTED
 HZ1633  ______________________________________________________________________
 HZ1633  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 HZ1633  DYNAMIC HEIGHT  -        137.155 (meters)      449.98  (feet) COMP
 HZ1633  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HZ1633
 HZ1633  VERT ORDER      -  FIRST     CLASS II
 HZ1633
 HZ1633.The horizontal coordinates were determined by differentially corrected
 HZ1633.hand held GPS observations or other comparable positioning techniques
 HZ1633.and have an estimated accuracy of +/- 3 meters.
 HZ1633
 HZ1633.The orthometric height was determined by differential leveling and
 HZ1633.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1633.in June 1991.
 HZ1633
 HZ1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1633.GEOID18 height accuracy estimate available here.
 HZ1633
 HZ1633.Click photographs - Photos may exist for this station.
 HZ1633
 HZ1633.The dynamic height is computed by dividing the NAVD 88
 HZ1633.geopotential number by the normal gravity value computed on the
 HZ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1633.degrees latitude (g = 980.6199 gals.).
 HZ1633
 HZ1633.The modeled gravity was interpolated from observed gravity values.
 HZ1633
 HZ1633;                    North         East    Units  Estimated Accuracy
 HZ1633;SPC IN E     -   335,470.8      93,658.9     MT  (+/- 3 meters HH1 GPS) 
 HZ1633
 HZ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1029536530(NAD 83)
 HZ1633
 HZ1633                          SUPERSEDED SURVEY CONTROL
 HZ1633
 HZ1633  NGVD 29 (??/??/92)  137.401  (m)          450.79   (f) ADJ UNCH    1 2
 HZ1633
 HZ1633.Superseded values are not recommended for survey control.
 HZ1633
 HZ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1633.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1633
 HZ1633_MARKER: DB = BENCH MARK DISK
 HZ1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1633_SP_SET: ABUTMENT
 HZ1633_STAMPING: U 322 1965
 HZ1633_MARK LOGO: CGS
 HZ1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1633+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1633
 HZ1633  HISTORY     - Date     Condition        Report By
 HZ1633  HISTORY     - 1965     MONUMENTED       CGS
 HZ1633  HISTORY     - 20041019 GOOD             GEOCAC
 HZ1633  HISTORY     - 20190915 GOOD             USPSQD
 HZ1633
 HZ1633                          STATION DESCRIPTION
 HZ1633
 HZ1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1633'0.4 MI SE FROM JEFFERSONVILLE.
 HZ1633'ABOUT 0.4 MILE SOUTHEAST ALONG SPRING STREET FROM THE MASONIC
 HZ1633'TEMPLE AT JEFFERSONVILLE, 85 YARDS SOUTHEAST OF AN INTERSECTION OF
 HZ1633'SPRING STREET AND MARKET STREET, 29 FEET SOUTHWEST OF THE CENTER
 HZ1633'LINE OF SPRING STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 HZ1633'SOUTHWEST ABUTMENT OF THE SPRING STREET OPENING THROUGH A FLOOD
 HZ1633'WALL, 9 FEET SOUTHEAST OF AN ALLEY ON THE NORTHWEST SIDE OF THE
 HZ1633'FLOOD WALL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 HZ1633
 HZ1633                          STATION RECOVERY (2004)
 HZ1633
 HZ1633'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HZ1633'RECOVERED IN GOOD CONDITION.
 HZ1633
 HZ1633                          STATION RECOVERY (2019)
 HZ1633
 HZ1633'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1596 ***********************************************************************
 HZ1596  DESIGNATION -  U 323
 HZ1596  PID         -  HZ1596
 HZ1596  STATE/COUNTY-  IN/HARRISON
 HZ1596  COUNTRY     -  US
 HZ1596  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1596
 HZ1596                         *CURRENT SURVEY CONTROL
 HZ1596  ______________________________________________________________________
 HZ1596* NAD 83(1986) POSITION- 38 01 36.     (N) 085 56 09.     (W)   SCALED
 HZ1596* NAVD 88 ORTHO HEIGHT -   139.251 (meters)      456.86  (feet) ADJUSTED
 HZ1596  ______________________________________________________________________
 HZ1596  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 HZ1596  DYNAMIC HEIGHT  -        139.154 (meters)      456.54  (feet) COMP
 HZ1596  MODELED GRAVITY -    979,932.2   (mgal)                       NAVD 88
 HZ1596
 HZ1596  VERT ORDER      -  FIRST     CLASS II
 HZ1596
 HZ1596.The horizontal coordinates were scaled from a map and have
 HZ1596.an estimated accuracy of +/- 6 seconds.
 HZ1596
 HZ1596.The orthometric height was determined by differential leveling and
 HZ1596.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1596.in June 1991.
 HZ1596
 HZ1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1596.GEOID18 height accuracy estimate available here.
 HZ1596
 HZ1596.Click photographs - Photos may exist for this station.
 HZ1596
 HZ1596.The dynamic height is computed by dividing the NAVD 88
 HZ1596.geopotential number by the normal gravity value computed on the
 HZ1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1596.degrees latitude (g = 980.6199 gals.).
 HZ1596
 HZ1596.The modeled gravity was interpolated from observed gravity values.
 HZ1596
 HZ1596;                    North         East    Units  Estimated Accuracy
 HZ1596;SPC IN E     -   308,490.       76,370.      MT  (+/- 180 meters Scaled)
 HZ1596
 HZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH933093(NAD 83)
 HZ1596
 HZ1596                          SUPERSEDED SURVEY CONTROL
 HZ1596
 HZ1596  NGVD 29 (??/??/92)  139.378  (m)          457.28   (f) ADJ UNCH    1 2
 HZ1596
 HZ1596.Superseded values are not recommended for survey control.
 HZ1596
 HZ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1596.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1596
 HZ1596_MARKER: DB = BENCH MARK DISK
 HZ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1596_STAMPING: U 323 1965
 HZ1596_MARK LOGO: CGS
 HZ1596_PROJECTION: FLUSH
 HZ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1596+STABILITY: SURFACE MOTION
 HZ1596
 HZ1596  HISTORY     - Date     Condition        Report By
 HZ1596  HISTORY     - 1965     MONUMENTED       CGS
 HZ1596
 HZ1596                          STATION DESCRIPTION
 HZ1596
 HZ1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1596'1.4 MI S FROM ROSEWOOD.
 HZ1596'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1596'METHODIST CHURCH AT ROSEWOOD, THENCE 1.1 MILES SOUTHWEST ALONG
 HZ1596'STATE HIGHWAY 111, IN SECTION 35, T 5 S, R 5 E, 72 FEET
 HZ1596'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 107 FEET NORTHEAST
 HZ1596'OF THE EAST CORNER OF THE RESIDENCE OF MR. ED KNEAR, 25 FEET
 HZ1596'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET SOUTH OF
 HZ1596'A 10-INCH WALNUT TREE, 4 FEET SOUTH OF A FENCE, 5.5 FEET
 HZ1596'SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL
 HZ1596'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 HZ1596'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0483 ***********************************************************************
 JA0483  DESIGNATION -  U 324
 JA0483  PID         -  JA0483
 JA0483  STATE/COUNTY-  IN/HARRISON
 JA0483  COUNTRY     -  US
 JA0483  USGS QUAD   -  LEAVENWORTH (2019)
 JA0483
 JA0483                         *CURRENT SURVEY CONTROL
 JA0483  ______________________________________________________________________
 JA0483* NAD 83(1986) POSITION- 38 08 03.     (N) 086 15 02.     (W)   SCALED
 JA0483* NAVD 88 ORTHO HEIGHT -   145.962 (meters)      478.88  (feet) ADJUSTED
 JA0483  ______________________________________________________________________
 JA0483  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 JA0483  DYNAMIC HEIGHT  -        145.858 (meters)      478.54  (feet) COMP
 JA0483  MODELED GRAVITY -    979,919.4   (mgal)                       NAVD 88
 JA0483
 JA0483  VERT ORDER      -  FIRST     CLASS II
 JA0483
 JA0483.The horizontal coordinates were scaled from a map and have
 JA0483.an estimated accuracy of +/- 6 seconds.
 JA0483
 JA0483.The orthometric height was determined by differential leveling and
 JA0483.adjusted by the NATIONAL GEODETIC SURVEY
 JA0483.in June 1991.
 JA0483
 JA0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0483.GEOID18 height accuracy estimate available here.
 JA0483
 JA0483.Click photographs - Photos may exist for this station.
 JA0483
 JA0483.The dynamic height is computed by dividing the NAVD 88
 JA0483.geopotential number by the normal gravity value computed on the
 JA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0483.degrees latitude (g = 980.6199 gals.).
 JA0483
 JA0483.The modeled gravity was interpolated from observed gravity values.
 JA0483
 JA0483;                    North         East    Units  Estimated Accuracy
 JA0483;SPC IN E     -   320,550.       48,810.      MT  (+/- 180 meters Scaled)
 JA0483
 JA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH656209(NAD 83)
 JA0483
 JA0483                          SUPERSEDED SURVEY CONTROL
 JA0483
 JA0483  NGVD 29 (??/??/92)  146.068  (m)          479.22   (f) ADJ UNCH    1 2
 JA0483
 JA0483.Superseded values are not recommended for survey control.
 JA0483
 JA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0483.See file dsdata.pdf to determine how the superseded data were derived.
 JA0483
 JA0483_MARKER: DB = BENCH MARK DISK
 JA0483_SETTING: 66 = SET IN ROCK OUTCROP
 JA0483_STAMPING: U 324 1965
 JA0483_MARK LOGO: CGS
 JA0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0483+STABILITY: POSITION/ELEVATION WELL
 JA0483
 JA0483  HISTORY     - Date     Condition        Report By
 JA0483  HISTORY     - 1965     MONUMENTED       CGS
 JA0483
 JA0483                          STATION DESCRIPTION
 JA0483
 JA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0483'3.6 MI NE FROM NEW AMSTERDAM.
 JA0483'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0483'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0483'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 JA0483'ALONG A GRAVELED ROAD, IN SECTION 25, T 4 S, R 2 E, ON A SOLID
 JA0483'ROCK HILL, AT THE Y-JUNCTON OF A DIM TRAIL ROAD LEADING NORTH, 29
 JA0483'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, SET IN THE
 JA0483'TOP OF A ROCK OUTCROP, 12 FEET NORTHEAST OF THE CENTER LINE OF
 JA0483'THE TRAIL ROAD, 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 JA0483'ABANDONED HOUSE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST,
 JA0483'ABOUT LEVEL WITH THE TRAIL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1090 ***********************************************************************
 HA1090  DESIGNATION -  U 325
 HA1090  PID         -  HA1090
 HA1090  STATE/COUNTY-  IN/POSEY
 HA1090  COUNTRY     -  US
 HA1090  USGS QUAD   -  CABORN (2019)
 HA1090
 HA1090                         *CURRENT SURVEY CONTROL
 HA1090  ______________________________________________________________________
 HA1090* NAD 83(1986) POSITION- 37 56 34.     (N) 087 48 48.     (W)   SCALED
 HA1090* NAVD 88 ORTHO HEIGHT -   115.738 (meters)      379.72  (feet) ADJUSTED
 HA1090  ______________________________________________________________________
 HA1090  GEOID HEIGHT    -        -30.684 (meters)                     GEOID18
 HA1090  DYNAMIC HEIGHT  -        115.659 (meters)      379.46  (feet) COMP
 HA1090  MODELED GRAVITY -    979,943.7   (mgal)                       NAVD 88
 HA1090
 HA1090  VERT ORDER      -  FIRST     CLASS II
 HA1090
 HA1090.The horizontal coordinates were scaled from a map and have
 HA1090.an estimated accuracy of +/- 6 seconds.
 HA1090
 HA1090.The orthometric height was determined by differential leveling and
 HA1090.adjusted by the NATIONAL GEODETIC SURVEY
 HA1090.in June 1991.
 HA1090
 HA1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1090.GEOID18 height accuracy estimate available here.
 HA1090
 HA1090.Click photographs - Photos may exist for this station.
 HA1090
 HA1090.The dynamic height is computed by dividing the NAVD 88
 HA1090.geopotential number by the normal gravity value computed on the
 HA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1090.degrees latitude (g = 980.6199 gals.).
 HA1090
 HA1090.The modeled gravity was interpolated from observed gravity values.
 HA1090
 HA1090;                    North         East    Units  Estimated Accuracy
 HA1090;SPC IN W     -   299,390.      835,830.      MT  (+/- 180 meters Scaled)
 HA1090
 HA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG285997(NAD 83)
 HA1090
 HA1090                          SUPERSEDED SURVEY CONTROL
 HA1090
 HA1090  NGVD 29 (??/??/92)  115.837  (m)          380.04   (f) ADJ UNCH    1 2
 HA1090
 HA1090.Superseded values are not recommended for survey control.
 HA1090
 HA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1090.See file dsdata.pdf to determine how the superseded data were derived.
 HA1090
 HA1090_MARKER: DB = BENCH MARK DISK
 HA1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA1090_SP_SET: BRIDGE
 HA1090_STAMPING: U 325 1965
 HA1090_MARK LOGO: CGS
 HA1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1090
 HA1090  HISTORY     - Date     Condition        Report By
 HA1090  HISTORY     - 1965     MONUMENTED       CGS
 HA1090
 HA1090                          STATION DESCRIPTION
 HA1090
 HA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1090'4.8 MI E FROM MT VERNON.
 HA1090'ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1090'COURTHOUSE AT MT. VERNON, IN SECTION 6, T 7 S, R 13 W, 47 FEET
 HA1090'NORTHEAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED
 HA1090'ROAD, 55 FEET EAST AND ACROSS THE GRAVELED ROAD FROM A POWER POLE
 HA1090'NUMBERED Y 32187, 22 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HA1090'HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 HA1090'SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE,
 HA1090'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0747 ***********************************************************************
 HA0747  DESIGNATION -  U 326
 HA0747  PID         -  HA0747
 HA0747  STATE/COUNTY-  IN/WARRICK
 HA0747  COUNTRY     -  US
 HA0747  USGS QUAD   -  YANKEETOWN (2019)
 HA0747
 HA0747                         *CURRENT SURVEY CONTROL
 HA0747  ______________________________________________________________________
 HA0747* NAD 83(1986) POSITION- 37 54 20.     (N) 087 17 45.     (W)   SCALED
 HA0747* NAVD 88 ORTHO HEIGHT -   112.579 (meters)      369.35  (feet) ADJUSTED
 HA0747  ______________________________________________________________________
 HA0747  GEOID HEIGHT    -        -31.047 (meters)                     GEOID18
 HA0747  DYNAMIC HEIGHT  -        112.502 (meters)      369.10  (feet) COMP
 HA0747  MODELED GRAVITY -    979,939.9   (mgal)                       NAVD 88
 HA0747
 HA0747  VERT ORDER      -  FIRST     CLASS II
 HA0747
 HA0747.The horizontal coordinates were scaled from a map and have
 HA0747.an estimated accuracy of +/- 6 seconds.
 HA0747
 HA0747.The orthometric height was determined by differential leveling and
 HA0747.adjusted by the NATIONAL GEODETIC SURVEY
 HA0747.in June 1991.
 HA0747
 HA0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0747.GEOID18 height accuracy estimate available here.
 HA0747
 HA0747.Click photographs - Photos may exist for this station.
 HA0747
 HA0747.The dynamic height is computed by dividing the NAVD 88
 HA0747.geopotential number by the normal gravity value computed on the
 HA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0747.degrees latitude (g = 980.6199 gals.).
 HA0747
 HA0747.The modeled gravity was interpolated from observed gravity values.
 HA0747
 HA0747;                    North         East    Units  Estimated Accuracy
 HA0747;SPC IN W     -   295,030.      881,310.      MT  (+/- 180 meters Scaled)
 HA0747
 HA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG739953(NAD 83)
 HA0747
 HA0747                          SUPERSEDED SURVEY CONTROL
 HA0747
 HA0747  NGVD 29 (??/??/92)  112.667  (m)          369.64   (f) ADJ UNCH    1 2
 HA0747
 HA0747.Superseded values are not recommended for survey control.
 HA0747
 HA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0747.See file dsdata.pdf to determine how the superseded data were derived.
 HA0747
 HA0747_MARKER: DB = BENCH MARK DISK
 HA0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0747_STAMPING: U 326 1965
 HA0747_MARK LOGO: CGS
 HA0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0747+STABILITY: SURFACE MOTION
 HA0747
 HA0747  HISTORY     - Date     Condition        Report By
 HA0747  HISTORY     - 1965     MONUMENTED       CGS
 HA0747
 HA0747                          STATION DESCRIPTION
 HA0747
 HA0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0747'0.8 MI S FROM YANKEETOWN.
 HA0747'ABOUT 0.55 MILE SOUTH ALONG A PAVED ROAD FROM THE JUNCTION OF
 HA0747'STATE HIGHWAYS 66 AND 61 AT YANKEETOWN, THENCE 0.3 MILE SOUTH
 HA0747'ALONG A GRAVELED ROAD, IN SECTION 15, T 7 S, R 8 W, ABOUT 0.3
 HA0747'MILE SOUTH OF A NARROW STEEL BANNISTER BRIDGE OVER THE LITTLE
 HA0747'PIGEON CREEK, NEAR THE NORTHEAST CORNER AND AT THE NORTH EDGE OF
 HA0747'A WOODED AREA, 78 FEET WEST OF THE CENTER LINE OF THE ROAD, 36
 HA0747'FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD ALONG THE SOUTH
 HA0747'EDGE OF A FIELD, 8 FEET SOUTHWEST OF A 12-INCH TREE, 8 FEET
 HA0747'EAST OF A 15-INCH TREE, 31 FEET SOUTHWEST OF A 12-INCH PIPE
 HA0747'CASING, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 HA0747'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HA0747'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0288 ***********************************************************************
 JA0288  DESIGNATION -  U 327
 JA0288  PID         -  JA0288
 JA0288  STATE/COUNTY-  IN/CRAWFORD
 JA0288  COUNTRY     -  US
 JA0288  USGS QUAD   -  ENGLISH (2019)
 JA0288
 JA0288                         *CURRENT SURVEY CONTROL
 JA0288  ______________________________________________________________________
 JA0288* NAD 83(1986) POSITION- 38 19 54.     (N) 086 29 11.     (W)   SCALED
 JA0288* NAVD 88 ORTHO HEIGHT -   185.421 (meters)      608.34  (feet) ADJUSTED
 JA0288  ______________________________________________________________________
 JA0288  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 JA0288  DYNAMIC HEIGHT  -        185.291 (meters)      607.91  (feet) COMP
 JA0288  MODELED GRAVITY -    979,926.8   (mgal)                       NAVD 88
 JA0288
 JA0288  VERT ORDER      -  FIRST     CLASS II
 JA0288
 JA0288.The horizontal coordinates were scaled from a map and have
 JA0288.an estimated accuracy of +/- 6 seconds.
 JA0288
 JA0288.The orthometric height was determined by differential leveling and
 JA0288.adjusted by the NATIONAL GEODETIC SURVEY
 JA0288.in June 1991.
 JA0288
 JA0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0288.GEOID18 height accuracy estimate available here.
 JA0288
 JA0288.Click photographs - Photos may exist for this station.
 JA0288
 JA0288.The dynamic height is computed by dividing the NAVD 88
 JA0288.geopotential number by the normal gravity value computed on the
 JA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0288.degrees latitude (g = 980.6199 gals.).
 JA0288
 JA0288.The modeled gravity was interpolated from observed gravity values.
 JA0288
 JA0288;                    North         East    Units  Estimated Accuracy
 JA0288;SPC IN W     -   342,480.      952,190.      MT  (+/- 180 meters Scaled)
 JA0288
 JA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH448427(NAD 83)
 JA0288
 JA0288                          SUPERSEDED SURVEY CONTROL
 JA0288
 JA0288  NGVD 29 (??/??/92)  185.529  (m)          608.69   (f) ADJ UNCH    1 2
 JA0288
 JA0288.Superseded values are not recommended for survey control.
 JA0288
 JA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0288.See file dsdata.pdf to determine how the superseded data were derived.
 JA0288
 JA0288_MARKER: DB = BENCH MARK DISK
 JA0288_SETTING: 66 = SET IN ROCK OUTCROP
 JA0288_STAMPING: U 327 1965
 JA0288_MARK LOGO: CGS
 JA0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0288+STABILITY: POSITION/ELEVATION WELL
 JA0288
 JA0288  HISTORY     - Date     Condition        Report By
 JA0288  HISTORY     - 1965     MONUMENTED       CGS
 JA0288
 JA0288                          STATION DESCRIPTION
 JA0288
 JA0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0288'1.4 MI W FROM ENGLISH.
 JA0288'1.45 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 JA0288'AT ENGLISH, IN SECTION 23, T 2 S, R 1 W, 63 FEET SOUTH OF THE
 JA0288'CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 52
 JA0288'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14 FEET SOUTHEAST OF THE
 JA0288'CENTER LINE OF THE ROAD, SET IN THE TOP OF A SANDSTONE LEDGE,
 JA0288'6 1/2 FEET SOUTH OF A POWER POLE, ABOUT 5 FEET ABOVE THE LEVEL OF
 JA0288'THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0576 ***********************************************************************
 JA0576  DESIGNATION -  U 328
 JA0576  PID         -  JA0576
 JA0576  STATE/COUNTY-  IN/DUBOIS
 JA0576  COUNTRY     -  US
 JA0576  USGS QUAD   -  HUNTINGBURG (2019)
 JA0576
 JA0576                         *CURRENT SURVEY CONTROL
 JA0576  ______________________________________________________________________
 JA0576* NAD 83(1986) POSITION- 38 17 57.     (N) 086 55 38.     (W)   SCALED
 JA0576* NAVD 88 ORTHO HEIGHT -   140.867 (meters)      462.16  (feet) ADJUSTED
 JA0576  ______________________________________________________________________
 JA0576  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 JA0576  DYNAMIC HEIGHT  -        140.773 (meters)      461.85  (feet) COMP
 JA0576  MODELED GRAVITY -    979,954.0   (mgal)                       NAVD 88
 JA0576
 JA0576  VERT ORDER      -  FIRST     CLASS II
 JA0576
 JA0576.The horizontal coordinates were scaled from a map and have
 JA0576.an estimated accuracy of +/- 6 seconds.
 JA0576
 JA0576.The orthometric height was determined by differential leveling and
 JA0576.adjusted by the NATIONAL GEODETIC SURVEY
 JA0576.in June 1991.
 JA0576
 JA0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0576.GEOID18 height accuracy estimate available here.
 JA0576
 JA0576.Click photographs - Photos may exist for this station.
 JA0576
 JA0576.The dynamic height is computed by dividing the NAVD 88
 JA0576.geopotential number by the normal gravity value computed on the
 JA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0576.degrees latitude (g = 980.6199 gals.).
 JA0576
 JA0576.The modeled gravity was interpolated from observed gravity values.
 JA0576
 JA0576;                    North         East    Units  Estimated Accuracy
 JA0576;SPC IN W     -   338,710.      913,660.      MT  (+/- 180 meters Scaled)
 JA0576
 JA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH063390(NAD 83)
 JA0576
 JA0576                          SUPERSEDED SURVEY CONTROL
 JA0576
 JA0576  NGVD 29 (??/??/92)  140.974  (m)          462.51   (f) ADJ UNCH    1 2
 JA0576
 JA0576.Superseded values are not recommended for survey control.
 JA0576
 JA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0576.See file dsdata.pdf to determine how the superseded data were derived.
 JA0576
 JA0576_MARKER: DB = BENCH MARK DISK
 JA0576_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0576_SP_SET: PILLAR
 JA0576_STAMPING: U 328 1965
 JA0576_MARK LOGO: CGS
 JA0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0576
 JA0576  HISTORY     - Date     Condition        Report By
 JA0576  HISTORY     - 1965     MONUMENTED       CGS
 JA0576
 JA0576                          STATION DESCRIPTION
 JA0576
 JA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0576'1.2 MI E FROM HUNTINGBURG.
 JA0576'ABOUT 1.25 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0576'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, THENCE
 JA0576'400 FEET NORTH ACROSS A FIELD TO A CONCRETE HIGHWAY BRIDGE, IN
 JA0576'SECTION 35, T 2 S, R 5 W, 15 1/2 FEET NORTH OF THE CENTER LINE
 JA0576'OF THE HIGHWAY, SET IN THE TOP OF THE WEST CONCRETE PILLAR AT THE
 JA0576'WEST END OF THE NORTH CONCRETE RAILING OF A BRIDGE OVER BRUNER
 JA0576'CREEK, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0534 ***********************************************************************
 HA0534  DESIGNATION -  U 329
 HA0534  PID         -  HA0534
 HA0534  STATE/COUNTY-  IN/PERRY
 HA0534  COUNTRY     -  US
 HA0534  USGS QUAD   -  TELL CITY (2019)
 HA0534
 HA0534                         *CURRENT SURVEY CONTROL
 HA0534  ______________________________________________________________________
 HA0534* NAD 83(1986) POSITION- 37 56 54.     (N) 086 46 12.     (W)   SCALED
 HA0534* NAVD 88 ORTHO HEIGHT -   121.128 (meters)      397.40  (feet) ADJUSTED
 HA0534  ______________________________________________________________________
 HA0534  GEOID HEIGHT    -        -31.925 (meters)                     GEOID18
 HA0534  DYNAMIC HEIGHT  -        121.043 (meters)      397.12  (feet) COMP
 HA0534  MODELED GRAVITY -    979,923.1   (mgal)                       NAVD 88
 HA0534
 HA0534  VERT ORDER      -  FIRST     CLASS II
 HA0534
 HA0534.The horizontal coordinates were scaled from a map and have
 HA0534.an estimated accuracy of +/- 6 seconds.
 HA0534
 HA0534.The orthometric height was determined by differential leveling and
 HA0534.adjusted by the NATIONAL GEODETIC SURVEY
 HA0534.in June 1991.
 HA0534
 HA0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0534.GEOID18 height accuracy estimate available here.
 HA0534
 HA0534.Click photographs - Photos may exist for this station.
 HA0534
 HA0534.The dynamic height is computed by dividing the NAVD 88
 HA0534.geopotential number by the normal gravity value computed on the
 HA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0534.degrees latitude (g = 980.6199 gals.).
 HA0534
 HA0534.The modeled gravity was interpolated from observed gravity values.
 HA0534
 HA0534;                    North         East    Units  Estimated Accuracy
 HA0534;SPC IN W     -   299,810.      927,540.      MT  (+/- 180 meters Scaled)
 HA0534
 HA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH202001(NAD 83)
 HA0534
 HA0534                          SUPERSEDED SURVEY CONTROL
 HA0534
 HA0534  NGVD 29 (??/??/92)  121.235  (m)          397.75   (f) ADJ UNCH    1 2
 HA0534
 HA0534.Superseded values are not recommended for survey control.
 HA0534
 HA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0534.See file dsdata.pdf to determine how the superseded data were derived.
 HA0534
 HA0534_MARKER: DB = BENCH MARK DISK
 HA0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0534_SP_SET: WINDOW BOX
 HA0534_STAMPING: U 329 1965
 HA0534_MARK LOGO: CGS
 HA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0534+STABILITY: SURFACE MOTION
 HA0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0534+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2009
 HA0534
 HA0534  HISTORY     - Date     Condition        Report By
 HA0534  HISTORY     - 1965     MONUMENTED       CGS
 HA0534  HISTORY     - 20091006 GOOD             BERNAR
 HA0534
 HA0534                          STATION DESCRIPTION
 HA0534
 HA0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0534'AT TELL CITY.
 HA0534'AT THE TELL CITY POST OFFICE, 54 FEET EAST OF THE CENTER LINE OF
 HA0534'MAIN STREET, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 HA0534'WINDOW BOX, 6.5 FEET WEST OF THE WEST FACE OF THE BUILDING, 2 FEET
 HA0534'NORTH OF THE NORTH WALL OF THE STAIRWAY TO THE MAIN ENTRANCE, ABOUT
 HA0534'1 FOOT ABOVE THE LAWN.
 HA0534
 HA0534                          STATION RECOVERY (2009)
 HA0534
 HA0534'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2009 (MGB)
 HA0534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0906 ***********************************************************************
 KA0906  DESIGNATION -  U 33
 KA0906  PID         -  KA0906
 KA0906  STATE/COUNTY-  IN/VIGO
 KA0906  COUNTRY     -  US
 KA0906  USGS QUAD   -  ROSEDALE (2019)
 KA0906
 KA0906                         *CURRENT SURVEY CONTROL
 KA0906  ______________________________________________________________________
 KA0906* NAD 83(1986) POSITION- 39 33 00.     (N) 087 20 42.     (W)   SCALED
 KA0906* NAVD 88 ORTHO HEIGHT -   154.855 (meters)      508.05  (feet) ADJUSTED
 KA0906  ______________________________________________________________________
 KA0906  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KA0906  DYNAMIC HEIGHT  -        154.767 (meters)      507.76  (feet) COMP
 KA0906  MODELED GRAVITY -    980,054.2   (mgal)                       NAVD 88
 KA0906
 KA0906  VERT ORDER      -  SECOND    CLASS 0
 KA0906
 KA0906.The horizontal coordinates were scaled from a map and have
 KA0906.an estimated accuracy of +/- 6 seconds.
 KA0906
 KA0906.The orthometric height was determined by differential leveling and
 KA0906.adjusted by the NATIONAL GEODETIC SURVEY
 KA0906.in June 1991.
 KA0906
 KA0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0906.GEOID18 height accuracy estimate available here.
 KA0906
 KA0906.Click photographs - Photos may exist for this station.
 KA0906
 KA0906.The dynamic height is computed by dividing the NAVD 88
 KA0906.geopotential number by the normal gravity value computed on the
 KA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0906.degrees latitude (g = 980.6199 gals.).
 KA0906
 KA0906.The modeled gravity was interpolated from observed gravity values.
 KA0906
 KA0906;                    North         East    Units  Estimated Accuracy
 KA0906;SPC IN W     -   477,590.      877,510.      MT  (+/- 180 meters Scaled)
 KA0906
 KA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ703778(NAD 83)
 KA0906
 KA0906                          SUPERSEDED SURVEY CONTROL
 KA0906
 KA0906  NGVD 29 (??/??/92)  154.957  (m)          508.39   (f) ADJ UNCH    2 0
 KA0906
 KA0906.Superseded values are not recommended for survey control.
 KA0906
 KA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0906.See file dsdata.pdf to determine how the superseded data were derived.
 KA0906
 KA0906_MARKER: DB = BENCH MARK DISK
 KA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0906_STAMPING: U 33 1934
 KA0906_MARK LOGO: CGS
 KA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0906+STABILITY: SURFACE MOTION
 KA0906
 KA0906  HISTORY     - Date     Condition        Report By
 KA0906  HISTORY     - 1934     MONUMENTED       CGS
 KA0906
 KA0906                          STATION DESCRIPTION
 KA0906
 KA0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0906'AT OTTER CREEK JUNCTION.
 KA0906'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE NEW
 KA0906'(1935) STATION AT OTTER CREEK JUNCTION, VIGO COUNTY, 25 RAILS
 KA0906'NORTH OF MILEPOST 6, 10 RAILS NORTH OF BRIDGE 6+09, IN THE
 KA0906'NORTHEAST ANGLE OF THE CROSSING OF THE FIRST DIRT ROAD NORTH OF
 KA0906'THE JUNCTION OF THE CHICAGO AND EASTERN ILLINOIS RAILWAY, 9 YARDS
 KA0906'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND IN LINE WITH A ROW
 KA0906'OF POLES.  A STANDARD DISK, STAMPED U 33 1934 AND SET IN THE
 KA0906'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1149 ***********************************************************************
 JA1149  DESIGNATION -  U 330
 JA1149  PID         -  JA1149
 JA1149  STATE/COUNTY-  IN/GIBSON
 JA1149  COUNTRY     -  US
 JA1149  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1149
 JA1149                         *CURRENT SURVEY CONTROL
 JA1149  ______________________________________________________________________
 JA1149* NAD 83(1986) POSITION- 38 23 42.8    (N) 087 44 25.3    (W)   HD_HELD2
 JA1149* NAVD 88 ORTHO HEIGHT -   119.742 (meters)      392.85  (feet) ADJUSTED
 JA1149  ______________________________________________________________________
 JA1149  GEOID HEIGHT    -        -31.291 (meters)                     GEOID18
 JA1149  DYNAMIC HEIGHT  -        119.665 (meters)      392.60  (feet) COMP
 JA1149  MODELED GRAVITY -    979,988.3   (mgal)                       NAVD 88
 JA1149
 JA1149  VERT ORDER      -  FIRST     CLASS II
 JA1149
 JA1149.The horizontal coordinates were established by autonomous hand held GPS
 JA1149.observations and have an estimated accuracy of +/- 10 meters.
 JA1149
 JA1149.The orthometric height was determined by differential leveling and
 JA1149.adjusted by the NATIONAL GEODETIC SURVEY
 JA1149.in June 1991.
 JA1149
 JA1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1149.GEOID18 height accuracy estimate available here.
 JA1149
 JA1149.Click photographs - Photos may exist for this station.
 JA1149
 JA1149.The dynamic height is computed by dividing the NAVD 88
 JA1149.geopotential number by the normal gravity value computed on the
 JA1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1149.degrees latitude (g = 980.6199 gals.).
 JA1149
 JA1149.The modeled gravity was interpolated from observed gravity values.
 JA1149
 JA1149;                    North         East    Units  Estimated Accuracy
 JA1149;SPC IN W     -   349,567.      842,604.      MT  (+/- 10 meters HH2 GPS)
 JA1149
 JA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3534849926(NAD 83)
 JA1149
 JA1149                          SUPERSEDED SURVEY CONTROL
 JA1149
 JA1149  NGVD 29 (??/??/92)  119.879  (m)          393.30   (f) ADJ UNCH    1 2
 JA1149
 JA1149.Superseded values are not recommended for survey control.
 JA1149
 JA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1149.See file dsdata.pdf to determine how the superseded data were derived.
 JA1149
 JA1149_MARKER: DB = BENCH MARK DISK
 JA1149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1149_SP_SET: BOX CULVERT HEAD WALL
 JA1149_STAMPING: U 330 1965
 JA1149_MARK LOGO: CGS
 JA1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1149+STABILITY: SURFACE MOTION
 JA1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1149+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2017
 JA1149
 JA1149  HISTORY     - Date     Condition        Report By
 JA1149  HISTORY     - 1965     MONUMENTED       CGS
 JA1149  HISTORY     - 1979     GOOD             LOCSUR
 JA1149  HISTORY     - 20130708 GOOD             INDOT
 JA1149  HISTORY     - 20171217 GOOD             GEOCAC
 JA1149
 JA1149                          STATION DESCRIPTION
 JA1149
 JA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1149'0.8 MI E FROM MT CARMEL.
 JA1149'ABOUT 0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE STATE HIGHWAY
 JA1149'64 HIGHWAY BRIDGE OVER THE WABASH RIVER AT MT. CARMEL, ILLINOIS,
 JA1149'130 YARDS EAST-NORTHEAST OF A CROSSING OF THE RAILROAD AND THE
 JA1149'GRAVELED ROAD, IN SECTION 27, T 1 S, R 12 W, 149 FEET NORTHEAST
 JA1149'OF THE NORTHEAST RAIL, 48 FEET SOUTH OF THE CENTER OF THE TOP
 JA1149'OF A DIRT LEVEE, 36 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 JA1149'ROAD, AND SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 JA1149'HEADWALL OF A NEW CONCRETE CULVERT UNDER THE LEVEE, ABOUT 10
 JA1149'FEET BELOW THE LEVEL OF THE TOP OF THE LEVEE.
 JA1149
 JA1149                          STATION RECOVERY (1979)
 JA1149
 JA1149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 JA1149'RECOVERED IN GOOD CONDITION.
 JA1149
 JA1149                          STATION RECOVERY (2013)
 JA1149
 JA1149'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 JA1149'RECOVERED AS DESCRIBED.
 JA1149
 JA1149                          STATION RECOVERY (2017)
 JA1149
 JA1149'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA1149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1022 ***********************************************************************
 DQ1022  DESIGNATION -  U 330 RESET
 DQ1022  PID         -  DQ1022
 DQ1022  STATE/COUNTY-  IN/GIBSON
 DQ1022  COUNTRY     -  US
 DQ1022  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 DQ1022
 DQ1022                         *CURRENT SURVEY CONTROL
 DQ1022  ______________________________________________________________________
 DQ1022* NAD 83(2011) POSITION- 38 23 33.08761(N) 087 44 45.44207(W)   ADJUSTED
 DQ1022* NAD 83(2011) ELLIP HT-    91.725 (meters)        (05/29/16)   ADJUSTED
 DQ1022* NAD 83(2011) EPOCH   -  2010.00
 DQ1022* NAVD 88 ORTHO HEIGHT -   123.02  (meters)      403.6   (feet) RESET
 DQ1022  ______________________________________________________________________
 DQ1022  GEOID HEIGHT    -        -31.283 (meters)                     GEOID18
 DQ1022  NAD 83(2011) X  -    196,870.349 (meters)                     COMP
 DQ1022  NAD 83(2011) Y  - -5,001,686.286 (meters)                     COMP
 DQ1022  NAD 83(2011) Z  -  3,939,742.627 (meters)                     COMP
 DQ1022  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DQ1022  VERT ORDER      -  THIRD
 DQ1022
 DQ1022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1022  Standards:
 DQ1022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1022  -------------------------------------------------------------------
 DQ1022  NETWORK    0.49   0.98           0.22   0.18   0.50      0.03159448
 DQ1022  -------------------------------------------------------------------
 DQ1022  Click here for local accuracies and other accuracy information.
 DQ1022
 DQ1022.The horizontal coordinates were established by GPS observations
 DQ1022.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1022
 DQ1022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1022.been affixed to the stable North American tectonic plate. See 
 DQ1022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1022
 DQ1022.The horizontal coordinates are valid at the epoch date displayed above
 DQ1022.which is a decimal equivalence of Year/Month/Day.
 DQ1022
 DQ1022.The orthometric height was computed from unverified reset data.
 DQ1022
 DQ1022.No vertical observational check was made to the station.
 DQ1022
 DQ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1022.GEOID18 height accuracy estimate available here.
 DQ1022
 DQ1022.Click photographs - Photos may exist for this station.
 DQ1022
 DQ1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1022
 DQ1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1022
 DQ1022.The ellipsoidal height was determined by GPS observations
 DQ1022.and is referenced to NAD 83.
 DQ1022
 DQ1022. The following values were computed from the NAD 83(2011) position.
 DQ1022
 DQ1022;                    North         East     Units Scale Factor Converg.
 DQ1022;SPC IN W     -   349,270.738   842,113.423   MT  1.00000792   -0 24 41.5
 DQ1022;SPC IN W     - 1,145,899.08  2,762,833.79   sFT  1.00000792   -0 24 41.5
 DQ1022;UTM  16      - 4,249,631.238   434,857.247   MT  0.99965226   -0 27 47.8
 DQ1022
 DQ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1022!SPC IN W     -   0.99998561  x   1.00000792  =   0.99999353
 DQ1022!UTM  16      -   0.99998561  x   0.99965226  =   0.99963787
 DQ1022
 DQ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3485749631(NAD 83)
 DQ1022
 DQ1022                          SUPERSEDED SURVEY CONTROL
 DQ1022
 DQ1022.No superseded survey control is available for this station.
 DQ1022
 DQ1022_MARKER: F = FLANGE-ENCASED ROD
 DQ1022_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1022_STAMPING: U 330 RESET 2014
 DQ1022_MARK LOGO: NONE
 DQ1022_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1022_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1022+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2015
 DQ1022_ROD/PIPE-DEPTH: 28.0 meters
 DQ1022_SLEEVE-DEPTH  : 0.9 meters
 DQ1022
 DQ1022  HISTORY     - Date     Condition        Report By
 DQ1022  HISTORY     - 20140930 MONUMENTED       BFSINC
 DQ1022  HISTORY     - 20150218 GOOD             INDOT
 DQ1022
 DQ1022                          STATION DESCRIPTION
 DQ1022
 DQ1022'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1022'THE STATION IS LOCATED IN EAST MT. CARMEL, 1.5 MILES (2.4 KM)
 DQ1022'SOUTHEAST OF MT. CARMEL, 10 MILES (16.1 KM) WEST OF PRINCETON.
 DQ1022'
 DQ1022'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 64 AND STATE
 DQ1022'ROUTE 65, GO NORTHWEST 4.1 MILES (6.6 KM) ON STATE ROUTE 64 TO THE
 DQ1022'INTERSECTION OF STATE ROUTE 64 AND COUNTY ROAD 965 WEST. THE MONUMENT
 DQ1022'IS SET AT THE SOUTHWEST SIDE OF THE T-INTERSECTION.
 DQ1022'
 DQ1022'STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 61 FT (18.7 M) WEST OF
 DQ1022'THE CENTERLINE OF COUNTY ROAD 965 WEST, 123.5 FT (37.6 M) SOUTHWEST OF
 DQ1022'THE CENTERLINE OF STATE ROUTE 64, 110.7 FT (33.74 M) WEST FROM A
 DQ1022'TRAFFIC POLE LOCATED AT THE SOUTHEAST SIDE OF THE INTERSECTION OF
 DQ1022'STATE ROUTE 64 AND COUNTY ROAD 965 WEST, 183.4 FT (55.90 M)
 DQ1022'NORTH-NORTHWEST FROM A POWER POLE LOCATED EAST OF THE CENTERLINE OF
 DQ1022'COUNTY ROAD 965 WEST AND 168 FT (51.2 M) SOUTH OF THE PREVIOUSLY
 DQ1022'DESCRIBED TRAFFIC POLE, 172.8 FT (52.67 M) SOUTH-SOUTHWEST FROM A
 DQ1022'POWER POLE LOCATED DIRECTLY NORTH OF SAID INTERSECTION.
 DQ1022'
 DQ1022'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1022'CAP. (2) U 330 IS NOT SCHEDULED TO BE REMOVED. U 330 RESET WAS
 DQ1022'ESTABLISHED TO FACILITATE CLEAR-SKY GPS OBSERVATIONS.
 DQ1022
 DQ1022                          STATION RECOVERY (2015)
 DQ1022
 DQ1022'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (PN)
 DQ1022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1125 ***********************************************************************
 JA1125  DESIGNATION -  U 331
 JA1125  PID         -  JA1125
 JA1125  STATE/COUNTY-  IN/GIBSON
 JA1125  COUNTRY     -  US
 JA1125  USGS QUAD   -  PRINCETON (2019)
 JA1125
 JA1125                         *CURRENT SURVEY CONTROL
 JA1125  ______________________________________________________________________
 JA1125* NAD 83(1986) POSITION- 38 20 31.     (N) 087 34 00.     (W)   SCALED
 JA1125* NAVD 88 ORTHO HEIGHT -   152.268 (meters)      499.57  (feet) ADJUSTED
 JA1125  ______________________________________________________________________
 JA1125  GEOID HEIGHT    -        -31.483 (meters)                     GEOID18
 JA1125  DYNAMIC HEIGHT  -        152.167 (meters)      499.23  (feet) COMP
 JA1125  MODELED GRAVITY -    979,963.5   (mgal)                       NAVD 88
 JA1125
 JA1125  VERT ORDER      -  FIRST     CLASS II
 JA1125
 JA1125.The horizontal coordinates were scaled from a map and have
 JA1125.an estimated accuracy of +/- 6 seconds.
 JA1125
 JA1125.The orthometric height was determined by differential leveling and
 JA1125.adjusted by the NATIONAL GEODETIC SURVEY
 JA1125.in June 1991.
 JA1125
 JA1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1125.GEOID18 height accuracy estimate available here.
 JA1125
 JA1125.Click photographs - Photos may exist for this station.
 JA1125
 JA1125.The dynamic height is computed by dividing the NAVD 88
 JA1125.geopotential number by the normal gravity value computed on the
 JA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1125.degrees latitude (g = 980.6199 gals.).
 JA1125
 JA1125.The modeled gravity was interpolated from observed gravity values.
 JA1125
 JA1125;                    North         East    Units  Estimated Accuracy
 JA1125;SPC IN W     -   343,560.      857,750.      MT  (+/- 180 meters Scaled)
 JA1125
 JA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH504439(NAD 83)
 JA1125
 JA1125                          SUPERSEDED SURVEY CONTROL
 JA1125
 JA1125  NGVD 29 (??/??/92)  152.405  (m)          500.02   (f) ADJ UNCH    1 2
 JA1125
 JA1125.Superseded values are not recommended for survey control.
 JA1125
 JA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1125.See file dsdata.pdf to determine how the superseded data were derived.
 JA1125
 JA1125_MARKER: DB = BENCH MARK DISK
 JA1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1125_SP_SET: BUILDING
 JA1125_STAMPING: U 331 1965
 JA1125_MARK LOGO: CGS
 JA1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1125+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2025
 JA1125
 JA1125  HISTORY     - Date     Condition        Report By
 JA1125  HISTORY     - 1965     MONUMENTED       CGS
 JA1125  HISTORY     - 20050722 GOOD             JCLS
 JA1125  HISTORY     - 20100323 GOOD             JCLS
 JA1125  HISTORY     - 20110418 GOOD             JCLS
 JA1125  HISTORY     - 20250213 GOOD             WESSLR
 JA1125
 JA1125                          STATION DESCRIPTION
 JA1125
 JA1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1125'1 MI S FROM PRINCETON.
 JA1125'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE GIBSON
 JA1125'COUNTY COURTHOUSE AT PRINCETON, THENCE 0.1 MILE EAST ALONG THE
 JA1125'SOUTHERN RAILWAY, SET VERTICALLY IN THE NORTH FACE AT THE
 JA1125'NORTHEAST CORNER OF THE CONCRETE WAREHOUSE BELONGING TO THE WAYNE
 JA1125'FEED COMPANY, 97 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JA1125'7 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 5 INCHES WEST
 JA1125'OF THE NORTHEAST CORNER OF THE BUILDING, 2.7 FEET ABOVE THE
 JA1125'GROUND, AND ABOUT 3 1/2 FEET ABOVE THE TRACK.
 JA1125
 JA1125                          STATION RECOVERY (2005)
 JA1125
 JA1125'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JA1125'RECOVERED IN GOOD CONDITION.
 JA1125
 JA1125                          STATION RECOVERY (2010)
 JA1125
 JA1125'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 JA1125'RECOVERED IN GOOD CONDITION.
 JA1125
 JA1125                          STATION RECOVERY (2011)
 JA1125
 JA1125'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA1125'RECOVERED IN GOOD CONDITION.
 JA1125
 JA1125                          STATION RECOVERY (2025)
 JA1125
 JA1125'RECOVERY NOTE BY WESSLER ENGINEERING INCORPORATED 2025 (DEL)
 JA1125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0247 ***********************************************************************
 MD0247  DESIGNATION -  U 332
 MD0247  PID         -  MD0247
 MD0247  STATE/COUNTY-  IN/ALLEN
 MD0247  COUNTRY     -  US
 MD0247  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0247
 MD0247                         *CURRENT SURVEY CONTROL
 MD0247  ______________________________________________________________________
 MD0247* NAD 83(1986) POSITION- 41 04 28.8    (N) 084 48 42.7    (W)   HD_HELD2
 MD0247* NAVD 88 ORTHO HEIGHT -   230.405 (meters)      755.92  (feet) ADJUSTED
 MD0247  ______________________________________________________________________
 MD0247  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 MD0247  DYNAMIC HEIGHT  -        230.310 (meters)      755.61  (feet) COMP
 MD0247  MODELED GRAVITY -    980,207.1   (mgal)                       NAVD 88
 MD0247
 MD0247  VERT ORDER      -  FIRST     CLASS I
 MD0247
 MD0247.The horizontal coordinates were established by autonomous hand held GPS
 MD0247.observations and have an estimated accuracy of +/- 10 meters.
 MD0247
 MD0247.The orthometric height was determined by differential leveling and
 MD0247.adjusted by the NATIONAL GEODETIC SURVEY
 MD0247.in June 1991.
 MD0247
 MD0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0247.GEOID18 height accuracy estimate available here.
 MD0247
 MD0247.Click photographs - Photos may exist for this station.
 MD0247
 MD0247.The dynamic height is computed by dividing the NAVD 88
 MD0247.geopotential number by the normal gravity value computed on the
 MD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0247.degrees latitude (g = 980.6199 gals.).
 MD0247
 MD0247.The modeled gravity was interpolated from observed gravity values.
 MD0247
 MD0247;                    North         East    Units  Estimated Accuracy
 MD0247;SPC IN E     -   647,202.      171,836.      MT  (+/- 10 meters HH2 GPS)
 MD0247
 MD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8382449352(NAD 83)
 MD0247
 MD0247                          SUPERSEDED SURVEY CONTROL
 MD0247
 MD0247  NGVD 29 (01/19/93)  230.562  (m)          756.44   (f) ADJUSTED    1 1
 MD0247  NGVD 29 (??/??/92)  230.562  (m)          756.44   (f) SUPERSEDED  1 1
 MD0247
 MD0247.Superseded values are not recommended for survey control.
 MD0247
 MD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0247.See file dsdata.pdf to determine how the superseded data were derived.
 MD0247
 MD0247_MARKER: DB = BENCH MARK DISK
 MD0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0247_STAMPING: U 332 1968
 MD0247_MARK LOGO: CGS
 MD0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0247+STABILITY: SURFACE MOTION
 MD0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0247+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0247
 MD0247  HISTORY     - Date     Condition        Report By
 MD0247  HISTORY     - 1968     MONUMENTED       CGS
 MD0247  HISTORY     - 19921019 GOOD             NGS
 MD0247
 MD0247                          STATION DESCRIPTION
 MD0247
 MD0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0247'0.5 MI W FROM EDGERTON.
 MD0247'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0247'OF STATE LINE ROAD AT EDGERTON, AT THE JUNCTION OF MOORE ROAD
 MD0247'LEADING SOUTH, 77 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 MD0247'THE ROAD AND THE HIGHWAY, 61 FEET SOUTH OF THE CENTER LINE OF
 MD0247'THE HIGHWAY, 48 FEET EAST OF THE CENTER LINE OF MOORE ROAD, 36
 MD0247'FEET NORTHEAST OF THE NORTHWEST FENCE CORNER OF A PASTURE, 42
 MD0247'FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1
 MD0247'FOOT NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A METAL WITNESS
 MD0247'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 MD0247'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0247'IN SECTION 10, R 15 E, T 30 N.
 MD0247
 MD0247                          STATION RECOVERY (1992)
 MD0247
 MD0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0247'7.7 KM (4.80 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0247'OFFICE IN PAYNE, OHIO, 18.6 M (61.0 FT) SOUTH OF THE HIGHWAY
 MD0247'CENTERLINE, 16.2 M (53.1 FT) NORTHEAST OF UTILITY POLE NUMBER A49314,
 MD0247'14.9 M (48.9 FT) EAST OF THE CENTER OF MOORE ROAD, 7.4 M (24.3 FT)
 MD0247'SOUTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 MD0247'HIGHWAY, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND
 MD0247'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0654 ***********************************************************************
 MD0654  DESIGNATION -  U 333
 MD0654  PID         -  MD0654
 MD0654  STATE/COUNTY-  IN/ALLEN
 MD0654  COUNTRY     -  US
 MD0654  USGS QUAD   -  ARCOLA (2019)
 MD0654
 MD0654                         *CURRENT SURVEY CONTROL
 MD0654  ______________________________________________________________________
 MD0654* NAD 83(1986) POSITION- 41 06 07.     (N) 085 17 28.     (W)   SCALED
 MD0654* NAVD 88 ORTHO HEIGHT -   256.409 (meters)      841.24  (feet) ADJUSTED
 MD0654  ______________________________________________________________________
 MD0654  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 MD0654  DYNAMIC HEIGHT  -        256.309 (meters)      840.91  (feet) COMP
 MD0654  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 MD0654
 MD0654  VERT ORDER      -  FIRST     CLASS I
 MD0654
 MD0654.The horizontal coordinates were scaled from a map and have
 MD0654.an estimated accuracy of +/- 6 seconds.
 MD0654
 MD0654.The orthometric height was determined by differential leveling and
 MD0654.adjusted by the NATIONAL GEODETIC SURVEY
 MD0654.in June 1991.
 MD0654
 MD0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0654.GEOID18 height accuracy estimate available here.
 MD0654
 MD0654.Click photographs - Photos may exist for this station.
 MD0654
 MD0654.The dynamic height is computed by dividing the NAVD 88
 MD0654.geopotential number by the normal gravity value computed on the
 MD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0654.degrees latitude (g = 980.6199 gals.).
 MD0654
 MD0654.The modeled gravity was interpolated from observed gravity values.
 MD0654
 MD0654;                    North         East    Units  Estimated Accuracy
 MD0654;SPC IN E     -   649,950.      131,550.      MT  (+/- 180 meters Scaled)
 MD0654
 MD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL435514(NAD 83)
 MD0654
 MD0654                          SUPERSEDED SURVEY CONTROL
 MD0654
 MD0654  NGVD 29 (??/??/92)  256.567  (m)          841.75   (f) ADJ UNCH    1 1
 MD0654
 MD0654.Superseded values are not recommended for survey control.
 MD0654
 MD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0654.See file dsdata.pdf to determine how the superseded data were derived.
 MD0654
 MD0654_MARKER: DB = BENCH MARK DISK
 MD0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0654_SP_SET: BRIDGE
 MD0654_STAMPING: U 333 1968
 MD0654_MARK LOGO: CGS
 MD0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0654
 MD0654  HISTORY     - Date     Condition        Report By
 MD0654  HISTORY     - 1968     MONUMENTED       CGS
 MD0654  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0654
 MD0654                          STATION DESCRIPTION
 MD0654
 MD0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0654'AT ARCOLA.
 MD0654'AT ARCOLA, ABOUT 0.35 MILE SOUTHEAST ALONG THE PENN CENTRAL
 MD0654'RAILROAD FROM THE CROSSING OF ARCOLA ROAD, ABOUT 4 RAILS
 MD0654'SOUTHEAST OF MILEPOST 328, IN SECTION 33, R 11 E, T 31 N, SET
 MD0654'ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF
 MD0654'A 25-FOOT STONE ARCHED BRIDGE OVER SEEGAR DITCH, 10.4 FEET
 MD0654'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 1.8
 MD0654'FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND 3 FEET
 MD0654'BELOW THE LEVEL OF THE TRACK.
 MD0654
 MD0654                          STATION RECOVERY (1992)
 MD0654
 MD0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0654'THERE HAS BEEN 12-INCHES OF NEW CEMENT ADDED TO THE TOP OF THE
 MD0654'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1257 ***********************************************************************
 MD1257  DESIGNATION -  U 334
 MD1257  PID         -  MD1257
 MD1257  STATE/COUNTY-  IN/KOSCIUSKO
 MD1257  COUNTRY     -  US
 MD1257  USGS QUAD   -  BURKET (2019)
 MD1257
 MD1257                         *CURRENT SURVEY CONTROL
 MD1257  ______________________________________________________________________
 MD1257* NAD 83(1986) POSITION- 41 14 49.     (N) 085 55 27.     (W)   SCALED
 MD1257* NAVD 88 ORTHO HEIGHT -   247.751 (meters)      812.83  (feet) ADJUSTED
 MD1257  ______________________________________________________________________
 MD1257  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 MD1257  DYNAMIC HEIGHT  -        247.647 (meters)      812.49  (feet) COMP
 MD1257  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 MD1257
 MD1257  VERT ORDER      -  FIRST     CLASS I
 MD1257
 MD1257.The horizontal coordinates were scaled from a map and have
 MD1257.an estimated accuracy of +/- 6 seconds.
 MD1257
 MD1257.The orthometric height was determined by differential leveling and
 MD1257.adjusted by the NATIONAL GEODETIC SURVEY
 MD1257.in April 1995.
 MD1257
 MD1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1257.GEOID18 height accuracy estimate available here.
 MD1257
 MD1257.Click photographs - Photos may exist for this station.
 MD1257
 MD1257.The dynamic height is computed by dividing the NAVD 88
 MD1257.geopotential number by the normal gravity value computed on the
 MD1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1257.degrees latitude (g = 980.6199 gals.).
 MD1257
 MD1257.The modeled gravity was interpolated from observed gravity values.
 MD1257
 MD1257;                    North         East    Units  Estimated Accuracy
 MD1257;SPC IN E     -   666,010.       78,420.      MT  (+/- 180 meters Scaled)
 MD1257
 MD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL901667(NAD 83)
 MD1257
 MD1257                          SUPERSEDED SURVEY CONTROL
 MD1257
 MD1257  NAVD 88 (06/15/91)  247.744  (m)          812.81   (f) SUPERSEDED  1 1
 MD1257  NGVD 29 (01/19/93)  247.876  (m)          813.24   (f) ADJUSTED    1 1
 MD1257  NGVD 29 (??/??/92)  247.876  (m)          813.24   (f) SUPERSEDED  1 1
 MD1257
 MD1257.Superseded values are not recommended for survey control.
 MD1257
 MD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1257.See file dsdata.pdf to determine how the superseded data were derived.
 MD1257
 MD1257_MARKER: DB = BENCH MARK DISK
 MD1257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1257_SP_SET: ABUTMENT
 MD1257_STAMPING: U 334 1968
 MD1257_MARK LOGO: CGS
 MD1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1257+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 MD1257
 MD1257  HISTORY     - Date     Condition        Report By
 MD1257  HISTORY     - 1968     MONUMENTED       CGS
 MD1257  HISTORY     - 1969     GOOD             INHD
 MD1257  HISTORY     - 1976     GOOD             NGS
 MD1257  HISTORY     - 1984     GOOD             USPSQD
 MD1257  HISTORY     - 19920909 GOOD             NGS
 MD1257
 MD1257                          STATION DESCRIPTION
 MD1257
 MD1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1257'2.9 MI SE FROM ATWOOD.
 MD1257'ABOUT 2.9 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1257'THE CROSSING OF HARRISON STREET AT ATWOOD, ABOUT 3.5 MILES
 MD1257'NORTHWEST OF THE STATION AT WARSAW, IN SECTION 10, R 5 E, T 32 N,
 MD1257'ABOUT 0.45 MILE SOUTHEAST OF MILEPOST 363, SET ON THE TOP OF THE
 MD1257'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE
 MD1257'OVER THE TIPPECANOE RIVER, 6.9 FEET NORTHEAST OF THE NORTHEAST
 MD1257'RAIL OF THE WESTBOUND TRACK, 2.4 FEET SOUTHWEST OF THE NORTHEAST
 MD1257'END OF THE ABUTMENT AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 MD1257
 MD1257                          STATION RECOVERY (1969)
 MD1257
 MD1257'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1257'RECOVERED IN GOOD CONDITION.
 MD1257
 MD1257                          STATION RECOVERY (1976)
 MD1257
 MD1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MD1257'RECOVERED IN GOOD CONDITION.
 MD1257
 MD1257                          STATION RECOVERY (1984)
 MD1257
 MD1257'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1257'ADDITIONAL: AT BRIDGE 362.57, 20.0 FEET NORTHEAST OF THE NORTHEAST
 MD1257'RAIL OF THE EAST BOUND TRACK. NOTE: THE WEST BOUND TRACK IS SCHEDULED
 MD1257'TO BE REMOVED.
 MD1257
 MD1257                          STATION RECOVERY (1992)
 MD1257
 MD1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1257'5.9 KM (3.65 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 MD1257'OF STATE HIGHWAY 15 (BUFFALO STREET) IN WARSAW, IN TOP OF AND 0.7 M
 MD1257'(2.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 MD1257'RAILROAD BRIDGE SPANNING TIPPECANOE RIVER, 2.0 M (6.6 FT) NORTH OF
 MD1257'THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1860 ***********************************************************************
 ME1860  DESIGNATION -  U 335
 ME1860  PID         -  ME1860
 ME1860  STATE/COUNTY-  IN/LAKE
 ME1860  COUNTRY     -  US
 ME1860  USGS QUAD   -  LAKE CALUMET (2018)
 ME1860
 ME1860                         *CURRENT SURVEY CONTROL
 ME1860  ______________________________________________________________________
 ME1860* NAD 83(1986) POSITION- 41 41 32.     (N) 087 30 48.     (W)   SCALED
 ME1860* NAVD 88 ORTHO HEIGHT -   178.626 (meters)      586.04  (feet) ADJUSTED
 ME1860  ______________________________________________________________________
 ME1860  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 ME1860  DYNAMIC HEIGHT  -        178.562 (meters)      585.83  (feet) COMP
 ME1860  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 ME1860
 ME1860  VERT ORDER      -  FIRST     CLASS I
 ME1860
 ME1860.The horizontal coordinates were scaled from a map and have
 ME1860.an estimated accuracy of +/- 6 seconds.
 ME1860
 ME1860.The orthometric height was determined by differential leveling and
 ME1860.adjusted by the NATIONAL GEODETIC SURVEY
 ME1860.in June 1991.
 ME1860
 ME1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1860.GEOID18 height accuracy estimate available here.
 ME1860
 ME1860.Click photographs - Photos may exist for this station.
 ME1860
 ME1860.The dynamic height is computed by dividing the NAVD 88
 ME1860.geopotential number by the normal gravity value computed on the
 ME1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1860.degrees latitude (g = 980.6199 gals.).
 ME1860
 ME1860.The modeled gravity was interpolated from observed gravity values.
 ME1860
 ME1860;                    North         East    Units  Estimated Accuracy
 ME1860;SPC IN W     -   715,520.      864,200.      MT  (+/- 180 meters Scaled)
 ME1860
 ME1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM572157(NAD 83)
 ME1860
 ME1860                          SUPERSEDED SURVEY CONTROL
 ME1860
 ME1860  NGVD 29 (??/??/92)  178.736  (m)          586.40   (f) ADJ UNCH    1 1
 ME1860
 ME1860.Superseded values are not recommended for survey control.
 ME1860
 ME1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1860.See file dsdata.pdf to determine how the superseded data were derived.
 ME1860
 ME1860_MARKER: DB = BENCH MARK DISK
 ME1860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1860_SP_SET: CULVERT
 ME1860_STAMPING: U 335 1968
 ME1860_MARK LOGO: CGS
 ME1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1860+STABILITY: SURFACE MOTION
 ME1860
 ME1860  HISTORY     - Date     Condition        Report By
 ME1860  HISTORY     - 1968     MONUMENTED       CGS
 ME1860  HISTORY     - 1976     GOOD             LOCSUR
 ME1860  HISTORY     - 1987     GOOD             USPSQD
 ME1860  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1860  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1860
 ME1860                          STATION DESCRIPTION
 ME1860
 ME1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1860'0.4 MI NW FROM HAMMOND.
 ME1860'ABOUT 0.4 MILE NORTHWEST ALONG INDIANAPOLIS BLVD FROM THE
 ME1860'INTERSECTION OF CALUMET AVENUE AT HAMMOND, ABOUT 0.9 MILE
 ME1860'SOUTHEAST OF THE INDIANA-ILLINOIS STATE LINE, SET ON THE TOP AND
 ME1860'2 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 ME1860'HEAD WALL FOR A 12-FOOT CULVERT FOR WOLF LAKE, 6.2 FEET SOUTHWEST
 ME1860'OF THE SOUTHWEST CURB OF THE BLVD AND 1/2 FOOT ABOVE THE LEVEL OF
 ME1860'THE BLVD.
 ME1860
 ME1860                          STATION RECOVERY (1976)
 ME1860
 ME1860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME1860'RECOVERED IN GOOD CONDITION.
 ME1860
 ME1860                          STATION RECOVERY (1987)
 ME1860
 ME1860'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1860'RECOVERED IN GOOD CONDITION.
 ME1860
 ME1860                          STATION RECOVERY (1989)
 ME1860
 ME1860'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1860'MARK NOT FOUND.
 ME1860
 ME1860                          STATION RECOVERY (1992)
 ME1860
 ME1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1860'THE PORTION OF THE HEADWALL THE DISK WAS IN HAS BROKEN OFF.  ASSUMED
 ME1860'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0983 ***********************************************************************
 ME0983  DESIGNATION -  U 336
 ME0983  PID         -  ME0983
 ME0983  STATE/COUNTY-  IN/LAKE
 ME0983  COUNTRY     -  US
 ME0983  USGS QUAD   -  GARY (2019)
 ME0983
 ME0983                         *CURRENT SURVEY CONTROL
 ME0983  ______________________________________________________________________
 ME0983* NAD 83(1986) POSITION- 41 33 17.     (N) 087 15 51.     (W)   SCALED
 ME0983* NAVD 88 ORTHO HEIGHT -   196.637 (meters)      645.13  (feet) ADJUSTED
 ME0983  ______________________________________________________________________
 ME0983  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 ME0983  DYNAMIC HEIGHT  -        196.563 (meters)      644.89  (feet) COMP
 ME0983  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 ME0983
 ME0983  VERT ORDER      -  FIRST     CLASS I
 ME0983
 ME0983.The horizontal coordinates were scaled from a map and have
 ME0983.an estimated accuracy of +/- 6 seconds.
 ME0983
 ME0983.The orthometric height was determined by differential leveling and
 ME0983.adjusted by the NATIONAL GEODETIC SURVEY
 ME0983.in June 1991.
 ME0983
 ME0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0983.GEOID18 height accuracy estimate available here.
 ME0983
 ME0983.Click photographs - Photos may exist for this station.
 ME0983
 ME0983.The dynamic height is computed by dividing the NAVD 88
 ME0983.geopotential number by the normal gravity value computed on the
 ME0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0983.degrees latitude (g = 980.6199 gals.).
 ME0983
 ME0983.The modeled gravity was interpolated from observed gravity values.
 ME0983
 ME0983;                    North         East    Units  Estimated Accuracy
 ME0983;SPC IN W     -   700,180.      884,910.      MT  (+/- 180 meters Scaled)
 ME0983
 ME0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM779003(NAD 83)
 ME0983
 ME0983                          SUPERSEDED SURVEY CONTROL
 ME0983
 ME0983  NGVD 29 (??/??/92)  196.733  (m)          645.45   (f) ADJ UNCH    1 1
 ME0983
 ME0983.Superseded values are not recommended for survey control.
 ME0983
 ME0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0983.See file dsdata.pdf to determine how the superseded data were derived.
 ME0983
 ME0983_MARKER: DB = BENCH MARK DISK
 ME0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0983_STAMPING: U 336 1968
 ME0983_MARK LOGO: CGS
 ME0983_PROJECTION: FLUSH
 ME0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0983+STABILITY: SURFACE MOTION
 ME0983
 ME0983  HISTORY     - Date     Condition        Report By
 ME0983  HISTORY     - 1968     MONUMENTED       CGS
 ME0983  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0983
 ME0983                          STATION DESCRIPTION
 ME0983
 ME0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0983'AT HOBART.
 ME0983'AT HOBART SKY RANCH AIRPORT, IN SECTION 19, R 7 W, T 36 N, 0.15
 ME0983'MILE NORTHWEST OF THE ADMINISTRATION BUILDING, AT THE T WIND
 ME0983'INDICATOR, 183 FEET SOUTHWEST OF THE INTERSECTON OF NORTH-SOUTH
 ME0983'RUNWAY AND EAST-WEST RUNWAY, 149 FEET WEST OF THE CENTER LINE OF
 ME0983'THE NORTH-SOUTH RUNWAY, 100 FEET SOUTH OF THE CENTER LINE OF THE
 ME0983'EAST-WEST RUNWAY, 6.8 FEET EAST OF THE PIPE SUPPORTING THE T
 ME0983'WING INDICATOR, 3.0 FEET EAST OF THE EAST EDGE OF THE CONCRETE
 ME0983'BASE FOR THE T, 2 FEET EAST OF A RUNWAY LIGHT, ABOUT LEVEL WITH
 ME0983'THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME0983'GROUND.
 ME0983
 ME0983                          STATION RECOVERY (1992)
 ME0983
 ME0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0983'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0771 ***********************************************************************
 LB0771  DESIGNATION -  U 34
 LB0771  PID         -  LB0771
 LB0771  STATE/COUNTY-  IN/MONTGOMERY
 LB0771  COUNTRY     -  US
 LB0771  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0771
 LB0771                         *CURRENT SURVEY CONTROL
 LB0771  ______________________________________________________________________
 LB0771* NAD 83(1986) POSITION- 40 02 11.     (N) 086 56 43.     (W)   SCALED
 LB0771* NAVD 88 ORTHO HEIGHT -   215.664 (meters)      707.56  (feet) ADJUSTED
 LB0771  ______________________________________________________________________
 LB0771  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 LB0771  DYNAMIC HEIGHT  -        215.547 (meters)      707.17  (feet) COMP
 LB0771  MODELED GRAVITY -    980,079.9   (mgal)                       NAVD 88
 LB0771
 LB0771  VERT ORDER      -  SECOND    CLASS 0
 LB0771
 LB0771.The horizontal coordinates were scaled from a map and have
 LB0771.an estimated accuracy of +/- 6 seconds.
 LB0771
 LB0771.The orthometric height was determined by differential leveling and
 LB0771.adjusted by the NATIONAL GEODETIC SURVEY
 LB0771.in June 1991.
 LB0771
 LB0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0771.GEOID18 height accuracy estimate available here.
 LB0771
 LB0771.Click photographs - Photos may exist for this station.
 LB0771
 LB0771.The dynamic height is computed by dividing the NAVD 88
 LB0771.geopotential number by the normal gravity value computed on the
 LB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0771.degrees latitude (g = 980.6199 gals.).
 LB0771
 LB0771.The modeled gravity was interpolated from observed gravity values.
 LB0771
 LB0771;                    North         East    Units  Estimated Accuracy
 LB0771;SPC IN W     -   531,570.      911,780.      MT  (+/- 180 meters Scaled)
 LB0771
 LB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK046317(NAD 83)
 LB0771
 LB0771                          SUPERSEDED SURVEY CONTROL
 LB0771
 LB0771  NGVD 29 (??/??/92)  215.765  (m)          707.89   (f) ADJ UNCH    2 0
 LB0771
 LB0771.Superseded values are not recommended for survey control.
 LB0771
 LB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0771.See file dsdata.pdf to determine how the superseded data were derived.
 LB0771
 LB0771_MARKER: DB = BENCH MARK DISK
 LB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0771_STAMPING: U 34 1934
 LB0771_MARK LOGO: CGS
 LB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0771+STABILITY: SURFACE MOTION
 LB0771
 LB0771  HISTORY     - Date     Condition        Report By
 LB0771  HISTORY     - 1934     MONUMENTED       CGS
 LB0771
 LB0771                          STATION DESCRIPTION
 LB0771
 LB0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0771'2.3 MI W FROM CRAWFORDSVILLE.
 LB0771'2.3 MILES WEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 LB0771'STATION AT CRAWFORDSVILLE, MONTGOMERY COUNTY, 15 YARDS NORTH
 LB0771'OF POLE 46+14, IN THE NORTHEAST ANGLE OF A CONCRETE-ROAD CROSSING,
 LB0771'14 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 YARDS
 LB0771'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED U 34 1934
 LB0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB0771'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2145 ***********************************************************************
 ME2145  DESIGNATION -  U 349
 ME2145  PID         -  ME2145
 ME2145  STATE/COUNTY-  IN/PORTER
 ME2145  COUNTRY     -  US
 ME2145  USGS QUAD   -  DUNE ACRES (2019)
 ME2145
 ME2145                         *CURRENT SURVEY CONTROL
 ME2145  ______________________________________________________________________
 ME2145* NAD 83(1986) POSITION- 41 39 45.61   (N) 087 00 36.29   (W)   HD_HELD1
 ME2145* NAVD 88 ORTHO HEIGHT -   189.099 (meters)      620.40  (feet) ADJUSTED
 ME2145  ______________________________________________________________________
 ME2145  GEOID HEIGHT    -        -33.736 (meters)                     GEOID18
 ME2145  DYNAMIC HEIGHT  -        189.031 (meters)      620.18  (feet) COMP
 ME2145  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 ME2145
 ME2145  VERT ORDER      -  FIRST     CLASS II
 ME2145
 ME2145.The horizontal coordinates were determined by differentially corrected
 ME2145.hand held GPS observations or other comparable positioning techniques
 ME2145.and have an estimated accuracy of +/- 3 meters.
 ME2145
 ME2145.The orthometric height was determined by differential leveling and
 ME2145.adjusted by the NATIONAL GEODETIC SURVEY
 ME2145.in June 1991.
 ME2145
 ME2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2145.GEOID18 height accuracy estimate available here.
 ME2145
 ME2145.Click photographs - Photos may exist for this station.
 ME2145
 ME2145.The dynamic height is computed by dividing the NAVD 88
 ME2145.geopotential number by the normal gravity value computed on the
 ME2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2145.degrees latitude (g = 980.6199 gals.).
 ME2145
 ME2145.The modeled gravity was interpolated from observed gravity values.
 ME2145
 ME2145;                    North         East    Units  Estimated Accuracy
 ME2145;SPC IN W     -   712,154.6     906,100.8     MT  (+/- 3 meters HH1 GPS) 
 ME2145
 ME2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9916012323(NAD 83)
 ME2145
 ME2145                          SUPERSEDED SURVEY CONTROL
 ME2145
 ME2145  NGVD 29 (01/19/93)  189.203  (m)          620.74   (f) ADJUSTED    1 2
 ME2145
 ME2145.Superseded values are not recommended for survey control.
 ME2145
 ME2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2145.See file dsdata.pdf to determine how the superseded data were derived.
 ME2145
 ME2145_MARKER: F = FLANGE-ENCASED ROD
 ME2145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2145_STAMPING: U 349 1985
 ME2145_MARK LOGO: NGS
 ME2145_PROJECTION: PROJECTING 3 CENTIMETERS
 ME2145_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2145+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2021
 ME2145_ROD/PIPE-DEPTH: 12.2 meters
 ME2145
 ME2145  HISTORY     - Date     Condition        Report By
 ME2145  HISTORY     - 1985     MONUMENTED       NGS
 ME2145  HISTORY     - 20200914 GOOD             IN-089
 ME2145  HISTORY     - 20210330 POOR             IN-127
 ME2145
 ME2145                          STATION DESCRIPTION
 ME2145
 ME2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2145'11.4 KM (7.1 MI) SW FROM MICHIGAN CITY.
 ME2145'11.4 KM (7.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2145'COURTHOUSE IN MICHIGAN CITY, 44.8 M (147.0 FT) SOUTHWEST OF THE CENTER
 ME2145'OF KEMIL ROAD, 28.2 M (92.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 ME2145'INDIANA DUNES NATIONAL LAKESHORE VISITOR CENTER PARKING LOT, 7.4 M
 ME2145'(24.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6
 ME2145'FT) NORTHEAST OF UTILITY POLE NUMBER 228 859.  NOTE--ACCESS TO DATUM
 ME2145'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2145'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 ME2145'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 ME2145
 ME2145                          STATION RECOVERY (2020)
 ME2145
 ME2145'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2145'RECOVERED IN GOOD CONDITION.
 ME2145
 ME2145                          STATION RECOVERY (2021)
 ME2145
 ME2145'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2145'TO REACH FROM THE COURT HOUSE IN MICHIGAN CITY, GO SOUTHWESTERLY ALONG
 ME2145'US HIGHWAY 12 FOR 7.1 MI (11.4 KM) TO THE INTERSECTION OF CR 300 EAST
 ME2145'(KEMIL ROAD) AND   THE STATION IS IN THE SOUTHWEST QUADRANT, 148 FT
 ME2145'(45.1 M) WEST OF CR 300 E, 24.3 FT (7.4 M) SOUTHEAST OF THE CENTERLINE
 ME2145'OF HIGHWAY, 4.0 FT (1.2 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF HIGHWAY,
 ME2145'19.9 FT (6.1 M) NORTHWEST OF INDIANA DUNES NATIONAL LAKE SHORE SMOKEY
 ME2145'BEAR FIRE DANGER SIGN, 18.4 FT (5.6 M) NORTH OF 36 INCH (0.9 M) OAK
 ME2145'TREE.
 ME2145'
 ME2145'LOGO CAP HAS BEEN HIT DURING ROAD CONSTRUCTION AND IS MISSING, ROD IS
 ME2145'GOOD.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1652 ***********************************************************************
 KA1652  DESIGNATION -  U 350
 KA1652  PID         -  KA1652
 KA1652  STATE/COUNTY-  IN/MARION
 KA1652  COUNTRY     -  US
 KA1652  USGS QUAD   -  CLERMONT (2019)
 KA1652
 KA1652                         *CURRENT SURVEY CONTROL
 KA1652  ______________________________________________________________________
 KA1652* NAD 83(1986) POSITION- 39 45 51.     (N) 086 16 53.     (W)   SCALED
 KA1652* NAVD 88 ORTHO HEIGHT -   243.039 (meters)      797.37  (feet) ADJUSTED
 KA1652  ______________________________________________________________________
 KA1652  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 KA1652  DYNAMIC HEIGHT  -        242.908 (meters)      796.94  (feet) COMP
 KA1652  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 KA1652
 KA1652  VERT ORDER      -  FIRST     CLASS II
 KA1652
 KA1652.The horizontal coordinates were scaled from a map and have
 KA1652.an estimated accuracy of +/- 6 seconds.
 KA1652
 KA1652.The orthometric height was determined by differential leveling and
 KA1652.adjusted by the NATIONAL GEODETIC SURVEY
 KA1652.in June 1991.
 KA1652
 KA1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1652.GEOID18 height accuracy estimate available here.
 KA1652
 KA1652.Click photographs - Photos may exist for this station.
 KA1652
 KA1652.The dynamic height is computed by dividing the NAVD 88
 KA1652.geopotential number by the normal gravity value computed on the
 KA1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1652.degrees latitude (g = 980.6199 gals.).
 KA1652
 KA1652.The modeled gravity was interpolated from observed gravity values.
 KA1652
 KA1652;                    North         East    Units  Estimated Accuracy
 KA1652;SPC IN E     -   501,510.       47,330.      MT  (+/- 180 meters Scaled)
 KA1652
 KA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK615018(NAD 83)
 KA1652
 KA1652                          SUPERSEDED SURVEY CONTROL
 KA1652
 KA1652.No superseded survey control is available for this station.
 KA1652
 KA1652_MARKER: I = METAL ROD
 KA1652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1652_STAMPING: U 350 1985
 KA1652_MARK LOGO: NGS
 KA1652_PROJECTION: RECESSED 1 CENTIMETERS
 KA1652_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1652+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1995
 KA1652_ROD/PIPE-DEPTH: 4.9 meters
 KA1652
 KA1652  HISTORY     - Date     Condition        Report By
 KA1652  HISTORY     - 1985     MONUMENTED       NGS
 KA1652  HISTORY     - 19950505 GOOD             NGS
 KA1652
 KA1652                          STATION DESCRIPTION
 KA1652
 KA1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1652'IN INDIANAPOLIS.
 KA1652'IN INDIANAPOLIS, AT THE INTERSECTION OF WEST ROCKVILLE ROAD AND
 KA1652'ELEANOR STREET, 14.8 M (48.6 FT) WEST OF THE CENTER OF THE STREET,
 KA1652'13.7 M (44.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 KA1652'THE ROAD, 5.6 M (18.4 FT) SOUTHEAST OF THE CENTER OF A STORM DRAIN,
 KA1652'1.1 M (3.6 FT) WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A
 KA1652'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1652'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KA1652
 KA1652                          STATION RECOVERY (1995)
 KA1652
 KA1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 KA1652'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1582 ***********************************************************************
 JA1582  DESIGNATION -  U 351
 JA1582  PID         -  JA1582
 JA1582  STATE/COUNTY-  IN/PIKE
 JA1582  COUNTRY     -  US
 JA1582  USGS QUAD   -  PETERSBURG (2019)
 JA1582
 JA1582                         *CURRENT SURVEY CONTROL
 JA1582  ______________________________________________________________________
 JA1582* NAD 83(1986) POSITION- 38 26 09.     (N) 087 18 30.     (W)   SCALED
 JA1582* NAVD 88 ORTHO HEIGHT -   138.991 (meters)      456.01  (feet) ADJUSTED
 JA1582  ______________________________________________________________________
 JA1582  GEOID HEIGHT    -        -31.913 (meters)                     GEOID18
 JA1582  DYNAMIC HEIGHT  -        138.900 (meters)      455.71  (feet) COMP
 JA1582  MODELED GRAVITY -    979,975.0   (mgal)                       NAVD 88
 JA1582
 JA1582  VERT ORDER      -  FIRST     CLASS II
 JA1582
 JA1582.The horizontal coordinates were scaled from a map and have
 JA1582.an estimated accuracy of +/- 6 seconds.
 JA1582
 JA1582.The orthometric height was determined by differential leveling and
 JA1582.adjusted by the NATIONAL GEODETIC SURVEY
 JA1582.in June 1991.
 JA1582
 JA1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1582.GEOID18 height accuracy estimate available here.
 JA1582
 JA1582.Click photographs - Photos may exist for this station.
 JA1582
 JA1582.The dynamic height is computed by dividing the NAVD 88
 JA1582.geopotential number by the normal gravity value computed on the
 JA1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1582.degrees latitude (g = 980.6199 gals.).
 JA1582
 JA1582.The modeled gravity was interpolated from observed gravity values.
 JA1582
 JA1582;                    North         East    Units  Estimated Accuracy
 JA1582;SPC IN W     -   353,890.      880,360.      MT  (+/- 180 meters Scaled)
 JA1582
 JA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH730542(NAD 83)
 JA1582
 JA1582                          SUPERSEDED SURVEY CONTROL
 JA1582
 JA1582.No superseded survey control is available for this station.
 JA1582
 JA1582_MARKER: I = METAL ROD
 JA1582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1582+WITH SETTING: INFORMATION.
 JA1582_STAMPING: U 351 1986
 JA1582_MARK LOGO: NGS
 JA1582_PROJECTION: FLUSH
 JA1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1582_ROD/PIPE-DEPTH: 1.8 meters
 JA1582
 JA1582  HISTORY     - Date     Condition        Report By
 JA1582  HISTORY     - 1986     MONUMENTED       NGS
 JA1582
 JA1582                          STATION DESCRIPTION
 JA1582
 JA1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1582'10.9 KM (6.8 MI) NE FROM OAKLAND CITY.
 JA1582'10.9 KM (6.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1582'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 63.4 M (208.0 FT)
 JA1582'NORTH OF THE EXTENDED CENTER OF A DRIVEWAY, 11.4 M (37.4 FT) EAST OF
 JA1582'THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTH OF THE EXTENDED CENTER
 JA1582'OF A TRACK ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1582'LOGO CAP.
 JA1582'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1582'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1691 ***********************************************************************
 KA1691  DESIGNATION -  U 352
 KA1691  PID         -  KA1691
 KA1691  STATE/COUNTY-  IN/VIGO
 KA1691  COUNTRY     -  US
 KA1691  USGS QUAD   -  TERRE HAUTE (2019)
 KA1691
 KA1691                         *CURRENT SURVEY CONTROL
 KA1691  ______________________________________________________________________
 KA1691* NAD 83(1986) POSITION- 39 26 55.     (N) 087 22 41.     (W)   SCALED
 KA1691* NAVD 88 ORTHO HEIGHT -   151.858 (meters)      498.22  (feet) ADJUSTED
 KA1691  ______________________________________________________________________
 KA1691  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 KA1691  DYNAMIC HEIGHT  -        151.772 (meters)      497.94  (feet) COMP
 KA1691  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 KA1691
 KA1691  VERT ORDER      -  FIRST     CLASS II
 KA1691
 KA1691.The horizontal coordinates were scaled from a map and have
 KA1691.an estimated accuracy of +/- 6 seconds.
 KA1691
 KA1691.The orthometric height was determined by differential leveling and
 KA1691.adjusted by the NATIONAL GEODETIC SURVEY
 KA1691.in June 1991.
 KA1691
 KA1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1691.GEOID18 height accuracy estimate available here.
 KA1691
 KA1691.Click photographs - Photos may exist for this station.
 KA1691
 KA1691.The dynamic height is computed by dividing the NAVD 88
 KA1691.geopotential number by the normal gravity value computed on the
 KA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1691.degrees latitude (g = 980.6199 gals.).
 KA1691
 KA1691.The modeled gravity was interpolated from observed gravity values.
 KA1691
 KA1691;                    North         East    Units  Estimated Accuracy
 KA1691;SPC IN W     -   466,340.      874,630.      MT  (+/- 180 meters Scaled)
 KA1691
 KA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ674666(NAD 83)
 KA1691
 KA1691                          SUPERSEDED SURVEY CONTROL
 KA1691
 KA1691.No superseded survey control is available for this station.
 KA1691
 KA1691_MARKER: I = METAL ROD
 KA1691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1691_STAMPING: U 352 1985
 KA1691_MARK LOGO: NGS
 KA1691_PROJECTION: RECESSED 1 CENTIMETERS
 KA1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1691_ROD/PIPE-DEPTH: 21.9 meters
 KA1691
 KA1691  HISTORY     - Date     Condition        Report By
 KA1691  HISTORY     - 1985     MONUMENTED       NGS
 KA1691
 KA1691                          STATION DESCRIPTION
 KA1691
 KA1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1691'IN TERRE HAUTE.
 KA1691'IN TERRE HAUTE, 15.9 M (52.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 KA1691'THE BUILDING AT 2510 HULMAN STREET, 5.9 M (19.4 FT) NORTH OF THE
 KA1691'CENTERLINE OF THE STREET, 3.8 M (12.5 FT) WEST OF THE WEST EDGE OF A
 KA1691'PARKING LOT AND DRIVEWAY, 2.0 M (6.6 FT) SOUTH OF THE SOUTH EDGE OF A
 KA1691'SIDEWALK, AND 0.5 M (1.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 KA1691'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1691'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1715 ***********************************************************************
 KA1715  DESIGNATION -  U 353
 KA1715  PID         -  KA1715
 KA1715  STATE/COUNTY-  IN/GREENE
 KA1715  COUNTRY     -  US
 KA1715  USGS QUAD   -  COAL CITY (2019)
 KA1715
 KA1715                         *CURRENT SURVEY CONTROL
 KA1715  ______________________________________________________________________
 KA1715* NAD 83(1986) POSITION- 39 10 03.2    (N) 087 00 33.0    (W)   HD_HELD2
 KA1715* NAVD 88 ORTHO HEIGHT -   159.663 (meters)      523.83  (feet) ADJUSTED
 KA1715  ______________________________________________________________________
 KA1715  GEOID HEIGHT    -        -32.735 (meters)                     GEOID18
 KA1715  DYNAMIC HEIGHT  -        159.569 (meters)      523.52  (feet) COMP
 KA1715  MODELED GRAVITY -    980,035.9   (mgal)                       NAVD 88
 KA1715
 KA1715  VERT ORDER      -  FIRST     CLASS II
 KA1715
 KA1715.The horizontal coordinates were established by autonomous hand held GPS
 KA1715.observations and have an estimated accuracy of +/- 10 meters.
 KA1715
 KA1715.The orthometric height was determined by differential leveling and
 KA1715.adjusted by the NATIONAL GEODETIC SURVEY
 KA1715.in June 1991.
 KA1715
 KA1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1715.GEOID18 height accuracy estimate available here.
 KA1715
 KA1715.Click photographs - Photos may exist for this station.
 KA1715
 KA1715.The dynamic height is computed by dividing the NAVD 88
 KA1715.geopotential number by the normal gravity value computed on the
 KA1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1715.degrees latitude (g = 980.6199 gals.).
 KA1715
 KA1715.The modeled gravity was interpolated from observed gravity values.
 KA1715
 KA1715;                    North         East    Units  Estimated Accuracy
 KA1715;SPC IN W     -   435,100.      906,409.      MT  (+/- 10 meters HH2 GPS)
 KA1715
 KA1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9920835370(NAD 83)
 KA1715
 KA1715                          SUPERSEDED SURVEY CONTROL
 KA1715
 KA1715.No superseded survey control is available for this station.
 KA1715
 KA1715_MARKER: I = METAL ROD
 KA1715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1715_STAMPING: U 353 1985
 KA1715_MARK LOGO: NGS
 KA1715_PROJECTION: FLUSH
 KA1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1715_ROD/PIPE-DEPTH: 5.2 meters
 KA1715
 KA1715  HISTORY     - Date     Condition        Report By
 KA1715  HISTORY     - 1985     MONUMENTED       NGS
 KA1715
 KA1715                          STATION DESCRIPTION
 KA1715
 KA1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1715'7.3 KM (4.55 MI) NW FROM WORTHINGTON.
 KA1715'7.3 KM (4.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1715'JUNCTION WITH U.S. HIGHWAY 231 IN WORTHINGTON, 64.0 M (210.0 FT) EAST
 KA1715'OF THE CENTER OF THE HIGHWAY, 8.1 M (26.6 FT) NORTH OF THE CENTER OF
 KA1715'COUNTY ROAD 990 NORTH, 7.6 M (24.9 FT) SOUTHEAST OF THE SOUTHEAST
 KA1715'CORNER OF A CARPORT AT R.R. 2 BOX 182, 6.4 M (21.0 FT) SOUTH OF THE
 KA1715'CENTER OF A DRIVEWAY, 5.7 M (18.7 FT) WEST OF THE CENTER OF A PAVED
 KA1715'ROAD, AND 0.4 M (1.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 KA1715'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1715'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1628 ***********************************************************************
 JA1628  DESIGNATION -  U 354
 JA1628  PID         -  JA1628
 JA1628  STATE/COUNTY-  IN/DAVIESS
 JA1628  COUNTRY     -  US
 JA1628  USGS QUAD   -  WASHINGTON (2019)
 JA1628
 JA1628                         *CURRENT SURVEY CONTROL
 JA1628  ______________________________________________________________________
 JA1628* NAD 83(1986) POSITION- 38 41 22.4    (N) 087 10 05.5    (W)   HD_HELD2
 JA1628* NAVD 88 ORTHO HEIGHT -   153.658 (meters)      504.13  (feet) ADJUSTED
 JA1628  ______________________________________________________________________
 JA1628  GEOID HEIGHT    -        -32.341 (meters)                     GEOID18
 JA1628  DYNAMIC HEIGHT  -        153.561 (meters)      503.81  (feet) COMP
 JA1628  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JA1628
 JA1628  VERT ORDER      -  FIRST     CLASS II
 JA1628
 JA1628.The horizontal coordinates were established by autonomous hand held GPS
 JA1628.observations and have an estimated accuracy of +/- 10 meters.
 JA1628
 JA1628.The orthometric height was determined by differential leveling and
 JA1628.adjusted by the NATIONAL GEODETIC SURVEY
 JA1628.in June 1991.
 JA1628
 JA1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1628.GEOID18 height accuracy estimate available here.
 JA1628
 JA1628.Click photographs - Photos may exist for this station.
 JA1628
 JA1628.The dynamic height is computed by dividing the NAVD 88
 JA1628.geopotential number by the normal gravity value computed on the
 JA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1628.degrees latitude (g = 980.6199 gals.).
 JA1628
 JA1628.The modeled gravity was interpolated from observed gravity values.
 JA1628
 JA1628;                    North         East    Units  Estimated Accuracy
 JA1628;SPC IN W     -   382,038.      892,617.      MT  (+/- 10 meters HH2 GPS)
 JA1628
 JA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8537282340(NAD 83)
 JA1628
 JA1628                          SUPERSEDED SURVEY CONTROL
 JA1628
 JA1628.No superseded survey control is available for this station.
 JA1628
 JA1628_MARKER: I = METAL ROD
 JA1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1628_STAMPING: U 354 1985
 JA1628_MARK LOGO: NGS
 JA1628_PROJECTION: FLUSH
 JA1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1628_ROD/PIPE-DEPTH: 10.4 meters
 JA1628
 JA1628  HISTORY     - Date     Condition        Report By
 JA1628  HISTORY     - 1985     MONUMENTED       NGS
 JA1628  HISTORY     - 20090506 GOOD             GEOCAC
 JA1628
 JA1628                          STATION DESCRIPTION
 JA1628
 JA1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1628'4.3 KM (2.7 MI) NE FROM WASHINGTON.
 JA1628'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1628'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 22.5 M (73.8 FT) WEST OF
 JA1628'THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.6 FT) NORTH OF THE CENTER OF
 JA1628'A GRAVELED ROAD LEADING WEST, AND 2.0 M (6.6 FT) NORTHWEST OF A
 JA1628'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1628'LOGO CAP.
 JA1628'THE MARK IS 0.3 M ABOVE THE ROAD.
 JA1628
 JA1628                          STATION RECOVERY (2009)
 JA1628
 JA1628'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2858 ***********************************************************************
 JZ2858  DESIGNATION -  U 355
 JZ2858  PID         -  JZ2858
 JZ2858  STATE/COUNTY-  IN/SHELBY
 JZ2858  COUNTRY     -  US
 JZ2858  USGS QUAD   -  ACTON (2019)
 JZ2858
 JZ2858                         *CURRENT SURVEY CONTROL
 JZ2858  ______________________________________________________________________
 JZ2858* NAD 83(1986) POSITION- 39 38 53.     (N) 085 55 06.     (W)   SCALED
 JZ2858* NAVD 88 ORTHO HEIGHT -   233.371 (meters)      765.65  (feet) ADJUSTED
 JZ2858  ______________________________________________________________________
 JZ2858  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 JZ2858  DYNAMIC HEIGHT  -        233.238 (meters)      765.22  (feet) COMP
 JZ2858  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 JZ2858
 JZ2858  VERT ORDER      -  FIRST     CLASS II
 JZ2858
 JZ2858.The horizontal coordinates were scaled from a map and have
 JZ2858.an estimated accuracy of +/- 6 seconds.
 JZ2858
 JZ2858.The orthometric height was determined by differential leveling and
 JZ2858.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2858.in June 1991.
 JZ2858
 JZ2858.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2858.GEOID18 height accuracy estimate available here.
 JZ2858
 JZ2858.Click photographs - Photos may exist for this station.
 JZ2858
 JZ2858.The dynamic height is computed by dividing the NAVD 88
 JZ2858.geopotential number by the normal gravity value computed on the
 JZ2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2858.degrees latitude (g = 980.6199 gals.).
 JZ2858
 JZ2858.The modeled gravity was interpolated from observed gravity values.
 JZ2858
 JZ2858;                    North         East    Units  Estimated Accuracy
 JZ2858;SPC IN E     -   488,470.       78,400.      MT  (+/- 180 meters Scaled)
 JZ2858
 JZ2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ928892(NAD 83)
 JZ2858
 JZ2858                          SUPERSEDED SURVEY CONTROL
 JZ2858
 JZ2858.No superseded survey control is available for this station.
 JZ2858
 JZ2858_MARKER: DV = VERTICAL CONTROL DISK
 JZ2858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2858_SP_SET: PIER
 JZ2858_STAMPING: U 355 1986
 JZ2858_MARK LOGO: NGS
 JZ2858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2858
 JZ2858  HISTORY     - Date     Condition        Report By
 JZ2858  HISTORY     - 1986     MONUMENTED       NGS
 JZ2858
 JZ2858                          STATION DESCRIPTION
 JZ2858
 JZ2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2858'14.8 KM (9.2 MI) SE FROM INDIANAPOLIS.
 JZ2858'14.8 KM (9.2 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2858'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, SET
 JZ2858'VERTICALLY IN THE NORTHEAST FACE OF THE FIRST PIER NORTHWEST OF THE
 JZ2858'SOUTHEAST ABUTMENT OF THE SOUTHEAST BOUND HIGHWAY BRIDGE SPANNING
 JZ2858'SUGAR CREEK, AND 6.0 M (19.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2858'NORTHWEST BOUND LANES OF THE HIGHWAY.
 JZ2858'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1602 ***********************************************************************
 JA1602  DESIGNATION -  U 356
 JA1602  PID         -  JA1602
 JA1602  STATE/COUNTY-  IN/VANDERBURGH
 JA1602  COUNTRY     -  US
 JA1602  USGS QUAD   -  DAYLIGHT (2019)
 JA1602
 JA1602                         *CURRENT SURVEY CONTROL
 JA1602  ______________________________________________________________________
 JA1602* NAD 83(1986) POSITION- 38 05 25.1    (N) 087 29 24.5    (W)   HD_HELD2
 JA1602* NAVD 88 ORTHO HEIGHT -   119.698 (meters)      392.71  (feet) ADJUSTED
 JA1602  ______________________________________________________________________
 JA1602  GEOID HEIGHT    -        -31.263 (meters)                     GEOID18
 JA1602  DYNAMIC HEIGHT  -        119.617 (meters)      392.44  (feet) COMP
 JA1602  MODELED GRAVITY -    979,945.8   (mgal)                       NAVD 88
 JA1602
 JA1602  VERT ORDER      -  FIRST     CLASS II
 JA1602
 JA1602.The horizontal coordinates were established by autonomous hand held GPS
 JA1602.observations and have an estimated accuracy of +/- 10 meters.
 JA1602
 JA1602.The orthometric height was determined by differential leveling and
 JA1602.adjusted by the NATIONAL GEODETIC SURVEY
 JA1602.in June 1991.
 JA1602
 JA1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1602.GEOID18 height accuracy estimate available here.
 JA1602
 JA1602.Click photographs - Photos may exist for this station.
 JA1602
 JA1602.The dynamic height is computed by dividing the NAVD 88
 JA1602.geopotential number by the normal gravity value computed on the
 JA1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1602.degrees latitude (g = 980.6199 gals.).
 JA1602
 JA1602.The modeled gravity was interpolated from observed gravity values.
 JA1602
 JA1602;                    North         East    Units  Estimated Accuracy
 JA1602;SPC IN W     -   315,596.      864,314.      MT  (+/- 10 meters HH2 GPS)
 JA1602
 JA1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5701915948(NAD 83)
 JA1602
 JA1602                          SUPERSEDED SURVEY CONTROL
 JA1602
 JA1602.No superseded survey control is available for this station.
 JA1602
 JA1602_MARKER: F = FLANGE-ENCASED ROD
 JA1602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1602_STAMPING: U 356 1986
 JA1602_MARK LOGO: NGS
 JA1602_PROJECTION: PROJECTING 10 CENTIMETERS
 JA1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1602+STABILITY: POSITION/ELEVATION WELL
 JA1602_ROD/PIPE-DEPTH: 5.5 meters
 JA1602_SLEEVE-DEPTH  : 3.0 meters
 JA1602
 JA1602  HISTORY     - Date     Condition        Report By
 JA1602  HISTORY     - 1986     MONUMENTED       NGS
 JA1602  HISTORY     - 19950816 GOOD             USPSQD
 JA1602  HISTORY     - 19981107 GOOD             USPSQD
 JA1602
 JA1602                          STATION DESCRIPTION
 JA1602
 JA1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1602'IN DAYLIGHT.
 JA1602'IN DAYLIGHT, 4.7 M (15.4 FT) SOUTH OF THE CENTER OF THE MOST SOUTHERLY
 JA1602'1 OF 2 OVERHEAD DOORS OF THE SCOOT TOWNSHIP FIRE DEPARTMENT AT 12425
 JA1602'NORTH GREEN RIVER ROAD, AND 1.7 M (5.6 FT) SOUTH-SOUTHWEST OF THE
 JA1602'SOUTHWEST CORNER OF THE BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD
 JA1602'THROUGH A 5-INCH LOGO CAP.
 JA1602'THE MARK IS ABOVE LEVEL WITH A DRIVEWAY.
 JA1602
 JA1602                          STATION RECOVERY (1995)
 JA1602
 JA1602'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1602'RECOVERED IN GOOD CONDITION.
 JA1602
 JA1602                          STATION RECOVERY (1998)
 JA1602
 JA1602'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2834 ***********************************************************************
 JZ2834  DESIGNATION -  U 357
 JZ2834  PID         -  JZ2834
 JZ2834  STATE/COUNTY-  IN/DECATUR
 JZ2834  COUNTRY     -  US
 JZ2834  USGS QUAD   -  ADAMS (2019)
 JZ2834
 JZ2834                         *CURRENT SURVEY CONTROL
 JZ2834  ______________________________________________________________________
 JZ2834* NAD 83(1986) POSITION- 39 25 08.     (N) 085 34 29.     (W)   SCALED
 JZ2834* NAVD 88 ORTHO HEIGHT -   251.213 (meters)      824.19  (feet) ADJUSTED
 JZ2834  ______________________________________________________________________
 JZ2834  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 JZ2834  DYNAMIC HEIGHT  -        251.059 (meters)      823.68  (feet) COMP
 JZ2834  MODELED GRAVITY -    980,007.2   (mgal)                       NAVD 88
 JZ2834
 JZ2834  VERT ORDER      -  FIRST     CLASS II
 JZ2834
 JZ2834.The horizontal coordinates were scaled from a map and have
 JZ2834.an estimated accuracy of +/- 6 seconds.
 JZ2834
 JZ2834.The orthometric height was determined by differential leveling and
 JZ2834.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2834.in June 1991.
 JZ2834
 JZ2834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2834.GEOID18 height accuracy estimate available here.
 JZ2834
 JZ2834.Click photographs - Photos may exist for this station.
 JZ2834
 JZ2834.The dynamic height is computed by dividing the NAVD 88
 JZ2834.geopotential number by the normal gravity value computed on the
 JZ2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2834.degrees latitude (g = 980.6199 gals.).
 JZ2834
 JZ2834.The modeled gravity was interpolated from observed gravity values.
 JZ2834
 JZ2834;                    North         East    Units  Estimated Accuracy
 JZ2834;SPC IN E     -   463,000.      107,920.      MT  (+/- 180 meters Scaled)
 JZ2834
 JZ2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ226642(NAD 83)
 JZ2834
 JZ2834                          SUPERSEDED SURVEY CONTROL
 JZ2834
 JZ2834.No superseded survey control is available for this station.
 JZ2834
 JZ2834_MARKER: DV = VERTICAL CONTROL DISK
 JZ2834_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2834_SP_SET: BRIDGE ABUTMENT
 JZ2834_STAMPING: U 357 1986
 JZ2834_MARK LOGO: NGS
 JZ2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2834
 JZ2834  HISTORY     - Date     Condition        Report By
 JZ2834  HISTORY     - 1986     MONUMENTED       NGS
 JZ2834
 JZ2834                          STATION DESCRIPTION
 JZ2834
 JZ2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2834'11.2 KM (6.95 MI) NW FROM GREENSBURG.
 JZ2834'11.2 KM (6.95 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2834'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, IN TOP OF AND 0.1 M (0.3
 JZ2834'FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 JZ2834'OF THE SOUTHEAST BOUND HIGHWAY BRIDGE SPANNING THE FLATROCK RIVER, AND
 JZ2834'5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 JZ2834'LANES OF THE HIGHWAY.
 JZ2834'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2808 ***********************************************************************
 JZ2808  DESIGNATION -  U 358
 JZ2808  PID         -  JZ2808
 JZ2808  STATE/COUNTY-  IN/DEARBORN
 JZ2808  COUNTRY     -  US
 JZ2808  USGS QUAD   -  SPADES (2019)
 JZ2808
 JZ2808                         *CURRENT SURVEY CONTROL
 JZ2808  ______________________________________________________________________
 JZ2808* NAD 83(1986) POSITION- 39 17 07.     (N) 085 03 25.     (W)   SCALED
 JZ2808* NAVD 88 ORTHO HEIGHT -   299.955 (meters)      984.10  (feet) ADJUSTED
 JZ2808  ______________________________________________________________________
 JZ2808  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 JZ2808  DYNAMIC HEIGHT  -        299.767 (meters)      983.49  (feet) COMP
 JZ2808  MODELED GRAVITY -    979,991.8   (mgal)                       NAVD 88
 JZ2808
 JZ2808  VERT ORDER      -  FIRST     CLASS II
 JZ2808
 JZ2808.The horizontal coordinates were scaled from a map and have
 JZ2808.an estimated accuracy of +/- 6 seconds.
 JZ2808
 JZ2808.The orthometric height was determined by differential leveling and
 JZ2808.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2808.in June 1991.
 JZ2808
 JZ2808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2808.GEOID18 height accuracy estimate available here.
 JZ2808
 JZ2808.Click photographs - Photos may exist for this station.
 JZ2808
 JZ2808.The dynamic height is computed by dividing the NAVD 88
 JZ2808.geopotential number by the normal gravity value computed on the
 JZ2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2808.degrees latitude (g = 980.6199 gals.).
 JZ2808
 JZ2808.The modeled gravity was interpolated from observed gravity values.
 JZ2808
 JZ2808;                    North         East    Units  Estimated Accuracy
 JZ2808;SPC IN E     -   448,340.      152,600.      MT  (+/- 180 meters Scaled)
 JZ2808
 JZ2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ675502(NAD 83)
 JZ2808
 JZ2808                          SUPERSEDED SURVEY CONTROL
 JZ2808
 JZ2808.No superseded survey control is available for this station.
 JZ2808
 JZ2808_MARKER: I = METAL ROD
 JZ2808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2808_STAMPING: U 358 1986
 JZ2808_MARK LOGO: NGS
 JZ2808_PROJECTION: FLUSH
 JZ2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2808_ROD/PIPE-DEPTH: 4.7 meters
 JZ2808
 JZ2808  HISTORY     - Date     Condition        Report By
 JZ2808  HISTORY     - 1986     MONUMENTED       NGS
 JZ2808
 JZ2808                          STATION DESCRIPTION
 JZ2808
 JZ2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2808'14.6 KM (9.1 MI) EAST FROM BATESVILLE.
 JZ2808'14.6 KM (9.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2808'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, 1.1 KM (0.7 MI) EAST OF
 JZ2808'THE RIPLEY AND DEARBORN COUNTY LINE, AND 17.1 M (56.1 FT) SOUTH OF THE
 JZ2808'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 JZ2808'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2808'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JZ2808'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1603 ***********************************************************************
 LA1603  DESIGNATION -  U 36
 LA1603  PID         -  LA1603
 LA1603  STATE/COUNTY-  IN/GRANT
 LA1603  COUNTRY     -  US
 LA1603  USGS QUAD   -  MARION (2019)
 LA1603
 LA1603                         *CURRENT SURVEY CONTROL
 LA1603  ______________________________________________________________________
 LA1603* NAD 83(1986) POSITION- 40 32 50.     (N) 085 39 19.     (W)   SCALED
 LA1603* NAVD 88 ORTHO HEIGHT -   248.491 (meters)      815.26  (feet) ADJUSTED
 LA1603  ______________________________________________________________________
 LA1603  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1603  DYNAMIC HEIGHT  -        248.364 (meters)      814.84  (feet) COMP
 LA1603  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 LA1603
 LA1603  VERT ORDER      -  FIRST     CLASS II
 LA1603
 LA1603.The horizontal coordinates were scaled from a map and have
 LA1603.an estimated accuracy of +/- 6 seconds.
 LA1603
 LA1603.The orthometric height was determined by differential leveling and
 LA1603.adjusted by the NATIONAL GEODETIC SURVEY
 LA1603.in June 1991.
 LA1603
 LA1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1603.GEOID18 height accuracy estimate available here.
 LA1603
 LA1603.Click photographs - Photos may exist for this station.
 LA1603
 LA1603.The dynamic height is computed by dividing the NAVD 88
 LA1603.geopotential number by the normal gravity value computed on the
 LA1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1603.degrees latitude (g = 980.6199 gals.).
 LA1603
 LA1603.The modeled gravity was interpolated from observed gravity values.
 LA1603
 LA1603;                    North         East    Units  Estimated Accuracy
 LA1603;SPC IN E     -   588,280.      100,970.      MT  (+/- 180 meters Scaled)
 LA1603
 LA1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1603
 LA1603                          SUPERSEDED SURVEY CONTROL
 LA1603
 LA1603  NGVD 29 (??/??/92)  248.617  (m)          815.67   (f) ADJ UNCH    1 2
 LA1603
 LA1603.Superseded values are not recommended for survey control.
 LA1603
 LA1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1603.See file dsdata.pdf to determine how the superseded data were derived.
 LA1603
 LA1603_MARKER: DB = BENCH MARK DISK
 LA1603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1603_SP_SET: COMPENSATOR BASE
 LA1603_STAMPING: U 36 1934
 LA1603_MARK LOGO: CGS
 LA1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1603
 LA1603  HISTORY     - Date     Condition        Report By
 LA1603  HISTORY     - 1934     MONUMENTED       CGS
 LA1603  HISTORY     - 1946     GOOD             CGS
 LA1603
 LA1603                          STATION DESCRIPTION
 LA1603
 LA1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1603'AT MARION.
 LA1603'AT MARION, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 7 RAILS NORTHWEST
 LA1603'OF SWITCH TOWER KENT, 179 FEET NORTHWEST OF THE CROSSING OF THE
 LA1603'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 49 FEET SOUTHEAST OF
 LA1603'THE CENTER LINE OF MC CLURE STREET, 6 FEET NORTHEAST OF THE
 LA1603'NORTHEAST RAIL OF THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF
 LA1603'THE WEST CORNER OF THE CONCRETE BASE OF COMPENSATOR FOR SWITCH
 LA1603'CONTROL TOWER, ABOUT FLUSH WITH THE GROUND, 0.6 FOOT BELOW THE
 LA1603'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1740 ***********************************************************************
 KA1740  DESIGNATION -  U 360
 KA1740  PID         -  KA1740
 KA1740  STATE/COUNTY-  IN/VERMILLION
 KA1740  COUNTRY     -  US
 KA1740  USGS QUAD   -  CLINTON (2019)
 KA1740
 KA1740                         *CURRENT SURVEY CONTROL
 KA1740  ______________________________________________________________________
 KA1740* NAD 83(1986) POSITION- 39 41 16.     (N) 087 23 55.     (W)   SCALED
 KA1740* NAVD 88 ORTHO HEIGHT -   147.458 (meters)      483.79  (feet) ADJUSTED
 KA1740  ______________________________________________________________________
 KA1740  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 KA1740  DYNAMIC HEIGHT  -        147.376 (meters)      483.52  (feet) COMP
 KA1740  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 KA1740
 KA1740  VERT ORDER      -  FIRST     CLASS II
 KA1740
 KA1740.The horizontal coordinates were scaled from a map and have
 KA1740.an estimated accuracy of +/- 6 seconds.
 KA1740
 KA1740.The orthometric height was determined by differential leveling and
 KA1740.adjusted by the NATIONAL GEODETIC SURVEY
 KA1740.in June 1991.
 KA1740
 KA1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1740.GEOID18 height accuracy estimate available here.
 KA1740
 KA1740.Click photographs - Photos may exist for this station.
 KA1740
 KA1740.The dynamic height is computed by dividing the NAVD 88
 KA1740.geopotential number by the normal gravity value computed on the
 KA1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1740.degrees latitude (g = 980.6199 gals.).
 KA1740
 KA1740.The modeled gravity was interpolated from observed gravity values.
 KA1740
 KA1740;                    North         East    Units  Estimated Accuracy
 KA1740;SPC IN W     -   492,900.      872,960.      MT  (+/- 180 meters Scaled)
 KA1740
 KA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658931(NAD 83)
 KA1740
 KA1740                          SUPERSEDED SURVEY CONTROL
 KA1740
 KA1740.No superseded survey control is available for this station.
 KA1740
 KA1740_MARKER: DV = VERTICAL CONTROL DISK
 KA1740_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA1740_SP_SET: HEADWALL
 KA1740_STAMPING: U 360 1986
 KA1740_MARK LOGO: NGS
 KA1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1740
 KA1740  HISTORY     - Date     Condition        Report By
 KA1740  HISTORY     - 1986     MONUMENTED       NGS
 KA1740
 KA1740                          STATION DESCRIPTION
 KA1740
 KA1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1740'6.4 KM (4.0 MI) NORTH FROM CLINTON.
 KA1740'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1740'WITH STATE HIGHWAY 163 IN CLINTON, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 KA1740'OLD HIGHWAY 63, IN TOP OF AND 0.2 M (0.6 FT) NORTH OF THE SOUTH END OF
 KA1740'THE EAST CONCRETE HEADWALL OF A HIGHWAY BRIDGE SPANNING NORTON CREEK,
 KA1740'AND 4.9 M (16.1 FT) EAST OF THE CENTER OF THE HIGHWAY.
 KA1740'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2103 ***********************************************************************
 LB2103  DESIGNATION -  U 361
 LB2103  PID         -  LB2103
 LB2103  STATE/COUNTY-  IN/VERMILLION
 LB2103  COUNTRY     -  US
 LB2103  USGS QUAD   -  PERRYSVILLE (2019)
 LB2103
 LB2103                         *CURRENT SURVEY CONTROL
 LB2103  ______________________________________________________________________
 LB2103* NAD 83(1986) POSITION- 40 02 05.     (N) 087 27 04.     (W)   SCALED
 LB2103* NAVD 88 ORTHO HEIGHT -   166.313 (meters)      545.65  (feet) ADJUSTED
 LB2103  ______________________________________________________________________
 LB2103  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 LB2103  DYNAMIC HEIGHT  -        166.227 (meters)      545.36  (feet) COMP
 LB2103  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 LB2103
 LB2103  VERT ORDER      -  FIRST     CLASS II
 LB2103
 LB2103.The horizontal coordinates were scaled from a map and have
 LB2103.an estimated accuracy of +/- 6 seconds.
 LB2103
 LB2103.The orthometric height was determined by differential leveling and
 LB2103.adjusted by the NATIONAL GEODETIC SURVEY
 LB2103.in June 1991.
 LB2103
 LB2103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2103.GEOID18 height accuracy estimate available here.
 LB2103
 LB2103.Click photographs - Photos may exist for this station.
 LB2103
 LB2103.The dynamic height is computed by dividing the NAVD 88
 LB2103.geopotential number by the normal gravity value computed on the
 LB2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2103.degrees latitude (g = 980.6199 gals.).
 LB2103
 LB2103.The modeled gravity was interpolated from observed gravity values.
 LB2103
 LB2103;                    North         East    Units  Estimated Accuracy
 LB2103;SPC IN W     -   531,440.      868,610.      MT  (+/- 180 meters Scaled)
 LB2103
 LB2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK615317(NAD 83)
 LB2103
 LB2103                          SUPERSEDED SURVEY CONTROL
 LB2103
 LB2103.No superseded survey control is available for this station.
 LB2103
 LB2103_MARKER: I = METAL ROD
 LB2103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2103_STAMPING: U 361 1986
 LB2103_MARK LOGO: NGS
 LB2103_PROJECTION: FLUSH
 LB2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2103_ROD/PIPE-DEPTH: 10.9 meters
 LB2103
 LB2103  HISTORY     - Date     Condition        Report By
 LB2103  HISTORY     - 1986     MONUMENTED       NGS
 LB2103
 LB2103                          STATION DESCRIPTION
 LB2103
 LB2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2103'9.2 KM (5.7 MI) NORTH FROM CAYUGA.
 LB2103'9.2 KM (5.7 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2103'WITH STATE HIGHWAY 234 IN CAYUGA, 67.8 M (222.4 FT) NORTH OF THE
 LB2103'CENTER OF COUNTY ROAD 1000 N, 48.5 M (159.1 FT) EAST-NORTHEAST OF THE
 LB2103'NORTHEAST CORNER OF THE HICKS RESIDENCE, 31.4 M (103.0 FT) WEST OF THE
 LB2103'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 4.6 M (15.1
 LB2103'FT) SOUTH OF THE NORTH END OF A CHAIN LINK FENCE.  NOTE--ACCESS TO
 LB2103'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2103'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 LB2103'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3380 ***********************************************************************
 ME3380  DESIGNATION -  U 367
 ME3380  PID         -  ME3380
 ME3380  STATE/COUNTY-  IN/LAKE
 ME3380  COUNTRY     -  US
 ME3380  USGS QUAD   -  PORTAGE (2019)
 ME3380
 ME3380                         *CURRENT SURVEY CONTROL
 ME3380  ______________________________________________________________________
 ME3380* NAD 83(1986) POSITION- 41 31 48.19   (N) 087 13 59.78   (W)   HD_HELD1
 ME3380* NAVD 88 ORTHO HEIGHT -   190.047 (meters)      623.51  (feet) ADJUSTED
 ME3380  ______________________________________________________________________
 ME3380  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 ME3380  DYNAMIC HEIGHT  -        189.974 (meters)      623.27  (feet) COMP
 ME3380  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 ME3380
 ME3380  VERT ORDER      -  FIRST     CLASS II
 ME3380
 ME3380.The horizontal coordinates were determined by differentially corrected
 ME3380.hand held GPS observations or other comparable positioning techniques
 ME3380.and have an estimated accuracy of +/- 3 meters.
 ME3380
 ME3380.The orthometric height was determined by differential leveling and
 ME3380.adjusted by the NATIONAL GEODETIC SURVEY
 ME3380.in April 1995.
 ME3380
 ME3380.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3380.GEOID18 height accuracy estimate available here.
 ME3380
 ME3380.Click photographs - Photos may exist for this station.
 ME3380
 ME3380.The dynamic height is computed by dividing the NAVD 88
 ME3380.geopotential number by the normal gravity value computed on the
 ME3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3380.degrees latitude (g = 980.6199 gals.).
 ME3380
 ME3380.The modeled gravity was interpolated from observed gravity values.
 ME3380
 ME3380;                    North         East    Units  Estimated Accuracy
 ME3380;SPC IN W     -   697,434.2     887,486.9     MT  (+/- 3 meters HH1 GPS) 
 ME3380
 ME3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8053997626(NAD 83)
 ME3380
 ME3380                          SUPERSEDED SURVEY CONTROL
 ME3380
 ME3380  NGVD 29 (01/19/93)  190.141  (m)          623.82   (f) ADJUSTED    1 2
 ME3380
 ME3380.Superseded values are not recommended for survey control.
 ME3380
 ME3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3380.See file dsdata.pdf to determine how the superseded data were derived.
 ME3380
 ME3380_MARKER: F = FLANGE-ENCASED ROD
 ME3380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3380_STAMPING: U 367 1992
 ME3380_MARK LOGO: NGS
 ME3380_PROJECTION: FLUSH
 ME3380_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3380+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2020
 ME3380_ROD/PIPE-DEPTH: 6.1 meters
 ME3380_SLEEVE-DEPTH  : 0.9 meters
 ME3380
 ME3380  HISTORY     - Date     Condition        Report By
 ME3380  HISTORY     - 1992     MONUMENTED       NGS
 ME3380  HISTORY     - 20201117 GOOD             IN-089
 ME3380
 ME3380                          STATION DESCRIPTION
 ME3380
 ME3380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3380'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME3380'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME3380'THENCE 1.8 KM (1.10 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME3380'57.9 M (190.0 FT) NORTHEAST OF THE NEAR RAIL, 28.6 M (93.8 FT)
 ME3380'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 130, 6.0 M (19.7 FT) WEST
 ME3380'OF THE CENTER OF SULIVAN STREET, 1.6 M (5.2 FT) NORTH OF A UTILITY
 ME3380'POLE WITH 2 GUY CABLES, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 ME3380'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ME3380'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 ME3380'MARK.
 ME3380
 ME3380                          STATION RECOVERY (2020)
 ME3380
 ME3380'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME3380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1087 ***********************************************************************
 LA1087  DESIGNATION -  U 37
 LA1087  PID         -  LA1087
 LA1087  STATE/COUNTY-  IN/JAY
 LA1087  COUNTRY     -  US
 LA1087  USGS QUAD   -  BLAINE (2019)
 LA1087
 LA1087                         *CURRENT SURVEY CONTROL
 LA1087  ______________________________________________________________________
 LA1087* NAD 83(1986) POSITION- 40 26 40.     (N) 085 06 28.     (W)   SCALED
 LA1087* NAVD 88 ORTHO HEIGHT -   268.798 (meters)      881.88  (feet) ADJUSTED
 LA1087  ______________________________________________________________________
 LA1087  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 LA1087  DYNAMIC HEIGHT  -        268.663 (meters)      881.44  (feet) COMP
 LA1087  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LA1087
 LA1087  VERT ORDER      -  SECOND    CLASS 0
 LA1087
 LA1087.The horizontal coordinates were scaled from a map and have
 LA1087.an estimated accuracy of +/- 6 seconds.
 LA1087
 LA1087.The orthometric height was determined by differential leveling and
 LA1087.adjusted by the NATIONAL GEODETIC SURVEY
 LA1087.in June 1991.
 LA1087
 LA1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1087.GEOID18 height accuracy estimate available here.
 LA1087
 LA1087.Click photographs - Photos may exist for this station.
 LA1087
 LA1087.The dynamic height is computed by dividing the NAVD 88
 LA1087.geopotential number by the normal gravity value computed on the
 LA1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1087.degrees latitude (g = 980.6199 gals.).
 LA1087
 LA1087.The modeled gravity was interpolated from observed gravity values.
 LA1087
 LA1087;                    North         East    Units  Estimated Accuracy
 LA1087;SPC IN E     -   577,020.      147,410.      MT  (+/- 180 meters Scaled)
 LA1087
 LA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK604788(NAD 83)
 LA1087
 LA1087                          SUPERSEDED SURVEY CONTROL
 LA1087
 LA1087  NGVD 29 (??/??/92)  268.946  (m)          882.37   (f) ADJ UNCH    2 0
 LA1087
 LA1087.Superseded values are not recommended for survey control.
 LA1087
 LA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1087.See file dsdata.pdf to determine how the superseded data were derived.
 LA1087
 LA1087_MARKER: DB = BENCH MARK DISK
 LA1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1087_STAMPING: U 37 1934
 LA1087_MARK LOGO: CGS
 LA1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1087+STABILITY: SURFACE MOTION
 LA1087
 LA1087  HISTORY     - Date     Condition        Report By
 LA1087  HISTORY     - 1934     MONUMENTED       CGS
 LA1087  HISTORY     - 1947     GOOD             CGS
 LA1087  HISTORY     - 20091008 MARK NOT FOUND   INDOT
 LA1087
 LA1087                          STATION DESCRIPTION
 LA1087
 LA1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1087'7.9 MI W FROM PORTLAND.
 LA1087'ABOUT 7.9 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 LA1087'AT PORTLAND, ABOUT 0.15 MILE WEST OF THE JUNCTION WITH A GRAVEL
 LA1087'ROAD LEADING NORTH, ABOUT 0.25 MILE EAST OF A SMALL CONCRETE
 LA1087'BRIDGE, AT A NORTH-SOUTH FENCE LINE, 24 FEET NORTH OF THE
 LA1087'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF THE FENCE LINE,
 LA1087'6 FEET NORTH-NORTHEAST OF THE FENCE CORNER, ABOUT 1 FOOT BELOW
 LA1087'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1087'ABOUT 4 INCHES.
 LA1087
 LA1087                          STATION RECOVERY (2009)
 LA1087
 LA1087'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1087'FENCE LINE AND FENCE CORNER CALLED FOR ARE NOW GONE.  SITE IS A
 LA1087'CULTIVATED FIELD WITH A NORTH-SOUTH TREE ROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7526 ***********************************************************************
 DR7526  DESIGNATION -  U 375
 DR7526  PID         -  DR7526
 DR7526  STATE/COUNTY-  IN/LAGRANGE
 DR7526  COUNTRY     -  US
 DR7526  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7526
 DR7526                         *CURRENT SURVEY CONTROL
 DR7526  ______________________________________________________________________
 DR7526* NAD 83(1986) POSITION- 41 39 16.79   (N) 085 35 22.58   (W)   HD_HELD1
 DR7526* NAVD 88 ORTHO HEIGHT -   274.547 (meters)      900.74  (feet) ADJUSTED
 DR7526  ______________________________________________________________________
 DR7526  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 DR7526  DYNAMIC HEIGHT  -        274.442 (meters)      900.40  (feet) COMP
 DR7526  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 DR7526
 DR7526  VERT ORDER      -  SECOND    CLASS I
 DR7526
 DR7526.The horizontal coordinates were determined by differentially corrected
 DR7526.hand held GPS observations or other comparable positioning techniques
 DR7526.and have an estimated accuracy of +/- 3 meters.
 DR7526
 DR7526.The orthometric height was determined by differential leveling and
 DR7526.adjusted by the NATIONAL GEODETIC SURVEY
 DR7526.in March 2022.
 DR7526
 DR7526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7526.GEOID18 height accuracy estimate available here.
 DR7526
 DR7526.Click photographs - Photos may exist for this station.
 DR7526
 DR7526.The dynamic height is computed by dividing the NAVD 88
 DR7526.geopotential number by the normal gravity value computed on the
 DR7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7526.degrees latitude (g = 980.6199 gals.).
 DR7526
 DR7526.The modeled gravity was interpolated from observed gravity values.
 DR7526
 DR7526;                    North         East    Units  Estimated Accuracy
 DR7526;SPC IN E     -   711,265.8     106,418.8     MT  (+/- 3 meters HH1 GPS) 
 DR7526
 DR7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1743612395(NAD 83)
 DR7526
 DR7526                          SUPERSEDED SURVEY CONTROL
 DR7526
 DR7526.No superseded survey control is available for this station.
 DR7526
 DR7526_MARKER: F = FLANGE-ENCASED ROD
 DR7526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7526_STAMPING: U 375 2018
 DR7526_MARK LOGO: NONE
 DR7526_PROJECTION: RECESSED 8 CENTIMETERS
 DR7526_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7526+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 DR7526_ROD/PIPE-DEPTH: 4.9 meters
 DR7526_SLEEVE-DEPTH  : 0.9 meters
 DR7526
 DR7526  HISTORY     - Date     Condition        Report By
 DR7526  HISTORY     - 20180613 MONUMENTED       INDOT
 DR7526
 DR7526                          STATION DESCRIPTION
 DR7526
 DR7526'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7526'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF TOPEKA,
 DR7526'6.2 MI (10.0 KM) EAST-SOUTHEAST OF MIDDLEBURY AND 1.3 MI (2.1 KM)
 DR7526'SOUTH-SOUTHWEST OF SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7526'
 DR7526'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7526'TRAVEL WEST 0.49 MI (0.79 KM) ALONG U.S. HIGHWAY 20 TO THE MONUMENT ON
 DR7526'THE RIGHT (NORTH) SIDE OF THE ROAD, NEAR THE NORTHEAST QUADRANT OF THE
 DR7526'INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD NORTH 850 WEST.
 DR7526'
 DR7526'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 40 FT (12.2 M)
 DR7526'NORTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 80 FT (24.4
 DR7526'M) EAST OF THE COUNTY ROAD NORTH 850 WEST CENTERLINE.  IT IS LOCATED
 DR7526'28.94 FT (8.8 M) WEST-NORTHWEST OF A MAG NAIL SET IN THE NORTH EDGE OF
 DR7526'PAVEMENT OF U.S. HIGHWAY 20, 91.12 FT (27.8 M) NORTH-NORTHEAST OF A
 DR7526'MAG NAIL SET IN THE NORTH FACE OF POWER POLE 1-056-173, 114.13 FT
 DR7526'(34.8 M) NORTHEAST OF THE EAST POST OF A STOP SIGN AND 103.39 FT (31.5
 DR7526'M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST POST OF A STOP
 DR7526'SIGN.
 DR7526'
 DR7526'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7526'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7550 ***********************************************************************
 DR7550  DESIGNATION -  U 376
 DR7550  PID         -  DR7550
 DR7550  STATE/COUNTY-  IN/STEUBEN
 DR7550  COUNTRY     -  US
 DR7550  USGS QUAD   -  ORLAND (2019)
 DR7550
 DR7550                         *CURRENT SURVEY CONTROL
 DR7550  ______________________________________________________________________
 DR7550* NAD 83(1986) POSITION- 41 38 36.33   (N) 085 11 19.75   (W)   HD_HELD1
 DR7550* NAVD 88 ORTHO HEIGHT -   294.470 (meters)      966.11  (feet) ADJUSTED
 DR7550  ______________________________________________________________________
 DR7550  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 DR7550  DYNAMIC HEIGHT  -        294.357 (meters)      965.74  (feet) COMP
 DR7550  MODELED GRAVITY -    980,231.0   (mgal)                       NAVD 88
 DR7550
 DR7550  VERT ORDER      -  SECOND    CLASS I
 DR7550
 DR7550.The horizontal coordinates were determined by differentially corrected
 DR7550.hand held GPS observations or other comparable positioning techniques
 DR7550.and have an estimated accuracy of +/- 3 meters.
 DR7550
 DR7550.The orthometric height was determined by differential leveling and
 DR7550.adjusted by the NATIONAL GEODETIC SURVEY
 DR7550.in March 2022.
 DR7550
 DR7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7550.GEOID18 height accuracy estimate available here.
 DR7550
 DR7550.Click photographs - Photos may exist for this station.
 DR7550
 DR7550.The dynamic height is computed by dividing the NAVD 88
 DR7550.geopotential number by the normal gravity value computed on the
 DR7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7550.degrees latitude (g = 980.6199 gals.).
 DR7550
 DR7550.The modeled gravity was interpolated from observed gravity values.
 DR7550
 DR7550;                    North         East    Units  Estimated Accuracy
 DR7550;SPC IN E     -   710,125.0     139,809.0     MT  (+/- 3 meters HH1 GPS) 
 DR7550
 DR7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5083511771(NAD 83)
 DR7550
 DR7550                          SUPERSEDED SURVEY CONTROL
 DR7550
 DR7550.No superseded survey control is available for this station.
 DR7550
 DR7550_MARKER: F = FLANGE-ENCASED ROD
 DR7550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7550_STAMPING: U 376 2018
 DR7550_MARK LOGO: NONE
 DR7550_PROJECTION: RECESSED 8 CENTIMETERS
 DR7550_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7550+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DR7550_ROD/PIPE-DEPTH: 9.3 meters
 DR7550_SLEEVE-DEPTH  : 0.9 meters
 DR7550
 DR7550  HISTORY     - Date     Condition        Report By
 DR7550  HISTORY     - 20180709 MONUMENTED       INDOT
 DR7550
 DR7550                          STATION DESCRIPTION
 DR7550
 DR7550'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7550'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF ORLAND, 5.5 MI (8.8
 DR7550'KM) EAST-SOUTHEAST OF MONGO AND 4.3 MI (6.9 KM) NORTH OF STROH.
 DR7550'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7550'
 DR7550'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7550'TRAVEL SOUTHWEST 0.73 MI (1.17 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7550'MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED NEAR THE
 DR7550'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7550'ROAD NORTH 1050 WEST.
 DR7550'
 DR7550'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 30 FT (9.1 M)
 DR7550'NORTHWEST OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 120 FT
 DR7550'(36.6 M) EAST OF THE COUNTY ROAD NORTH 1050 WEST CENTERLINE.  IT IS
 DR7550'LOCATED 117.56 FT (35.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DR7550'A METAL GARAGE, 56.83 FT (17.3 M) EAST OF A MAG NAIL SET IN POWER POLE
 DR7550'477-035, 100.00 FT (30.5 M) SOUTHEAST OF A MAG NAIL SET IN POWER POLE
 DR7550'(NO NUMBER) AND 35.5 FT (10.8 M) NORTH OF THE APPROXIMATE U.S. HIGHWAY
 DR7550'20 CENTERLINE.
 DR7550'
 DR7550'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7550'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7574 ***********************************************************************
 DR7574  DESIGNATION -  U 377
 DR7574  PID         -  DR7574
 DR7574  STATE/COUNTY-  IN/LAGRANGE
 DR7574  COUNTRY     -  US
 DR7574  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7574
 DR7574                         *CURRENT SURVEY CONTROL
 DR7574  ______________________________________________________________________
 DR7574* NAD 83(1986) POSITION- 41 32 01.30   (N) 085 16 17.34   (W)   HD_HELD1
 DR7574* NAVD 88 ORTHO HEIGHT -   298.455 (meters)      979.18  (feet) ADJUSTED
 DR7574  ______________________________________________________________________
 DR7574  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 DR7574  DYNAMIC HEIGHT  -        298.338 (meters)      978.80  (feet) COMP
 DR7574  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 DR7574
 DR7574  VERT ORDER      -  SECOND    CLASS I
 DR7574
 DR7574.The horizontal coordinates were determined by differentially corrected
 DR7574.hand held GPS observations or other comparable positioning techniques
 DR7574.and have an estimated accuracy of +/- 3 meters.
 DR7574
 DR7574.The orthometric height was determined by differential leveling and
 DR7574.adjusted by the NATIONAL GEODETIC SURVEY
 DR7574.in March 2022.
 DR7574
 DR7574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7574.GEOID18 height accuracy estimate available here.
 DR7574
 DR7574.Click photographs - Photos may exist for this station.
 DR7574
 DR7574.The dynamic height is computed by dividing the NAVD 88
 DR7574.geopotential number by the normal gravity value computed on the
 DR7574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7574.degrees latitude (g = 980.6199 gals.).
 DR7574
 DR7574.The modeled gravity was interpolated from observed gravity values.
 DR7574
 DR7574;                    North         East    Units  Estimated Accuracy
 DR7574;SPC IN E     -   697,903.2     132,978.1     MT  (+/- 3 meters HH1 GPS) 
 DR7574
 DR7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4419499447(NAD 83)
 DR7574
 DR7574                          SUPERSEDED SURVEY CONTROL
 DR7574
 DR7574.No superseded survey control is available for this station.
 DR7574
 DR7574_MARKER: DV = VERTICAL CONTROL DISK
 DR7574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7574_SP_SET: RETAINING WALL
 DR7574_STAMPING: 2018 U 377
 DR7574_MARK LOGO: INDOT
 DR7574_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7574+STABILITY: SURFACE MOTION
 DR7574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7574+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 DR7574
 DR7574  HISTORY     - Date     Condition        Report By
 DR7574  HISTORY     - 20180725 MONUMENTED       INDOT
 DR7574
 DR7574                          STATION DESCRIPTION
 DR7574
 DR7574'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7574'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF KENDALLVILLE, 5.0
 DR7574'MI (8.0 KM) SOUTHWEST OF STROH AND 5.0 MI (8.0 KM) EAST OF
 DR7574'WOLCOTTVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7574'
 DR7574'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7574'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 5.73 MI (9.22 KM)
 DR7574'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7574'ROAD, LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF STATE
 DR7574'ROAD 3 AND COUNTY ROAD EAST 750 SOUTH.
 DR7574'
 DR7574'THE STATION IS ON THE RETAINING WALL, IMMEDIATELY ADJACENT TO STATE
 DR7574'ROAD 3 AND APPROXIMATELY 30 FT (9.1 M) NORTH OF THE COUNTY ROAD EAST
 DR7574'750 SOUTH CENTERLINE.  IT IS LOCATED 59.63 FT (18.2 M) NORTH OF THE
 DR7574'NORTH CORNER OF A CONCRETE FOUNDATION OF A STONE MONUMENT IN THE
 DR7574'SOUTHEAST QUADRANT OF THE INTERSECTION, 53.68 FT (16.4 M) SOUTHEAST OF
 DR7574'A MAG NAIL SET IN THE SOUTH FACE OF POWER POLE (NO NUMBER), 7.90 FT
 DR7574'(2.4 M) SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING NO. 8015 AND
 DR7574'51.47 FT (15.7 M) WEST OF A MAG NAIL SET IN THE WEST FACE OF POWER
 DR7574'POLE M07E22.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1290 ***********************************************************************
 LA1290  DESIGNATION -  U 4
 LA1290  PID         -  LA1290
 LA1290  STATE/COUNTY-  IN/MADISON
 LA1290  COUNTRY     -  US
 LA1290  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1290
 LA1290                         *CURRENT SURVEY CONTROL
 LA1290  ______________________________________________________________________
 LA1290* NAD 83(1986) POSITION- 40 07 10.     (N) 085 41 07.     (W)   SCALED
 LA1290* NAVD 88 ORTHO HEIGHT -   262.115 (meters)      859.96  (feet) ADJUSTED
 LA1290  ______________________________________________________________________
 LA1290  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LA1290  DYNAMIC HEIGHT  -        261.973 (meters)      859.49  (feet) COMP
 LA1290  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LA1290
 LA1290  VERT ORDER      -  FIRST     CLASS II
 LA1290
 LA1290.The horizontal coordinates were scaled from a map and have
 LA1290.an estimated accuracy of +/- 6 seconds.
 LA1290
 LA1290.The orthometric height was determined by differential leveling and
 LA1290.adjusted by the NATIONAL GEODETIC SURVEY
 LA1290.in June 1991.
 LA1290
 LA1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1290.GEOID18 height accuracy estimate available here.
 LA1290
 LA1290.Click photographs - Photos may exist for this station.
 LA1290
 LA1290.The dynamic height is computed by dividing the NAVD 88
 LA1290.geopotential number by the normal gravity value computed on the
 LA1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1290.degrees latitude (g = 980.6199 gals.).
 LA1290
 LA1290.The modeled gravity was interpolated from observed gravity values.
 LA1290
 LA1290;                    North         East    Units  Estimated Accuracy
 LA1290;SPC IN E     -   540,780.       98,410.      MT  (+/- 180 meters Scaled)
 LA1290
 LA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK120418(NAD 83)
 LA1290
 LA1290                          SUPERSEDED SURVEY CONTROL
 LA1290
 LA1290  NGVD 29 (??/??/92)  262.255  (m)          860.41   (f) ADJ UNCH    1 2
 LA1290
 LA1290.Superseded values are not recommended for survey control.
 LA1290
 LA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1290.See file dsdata.pdf to determine how the superseded data were derived.
 LA1290
 LA1290_MARKER: DB = BENCH MARK DISK
 LA1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1290_SP_SET: ABUTMENT
 LA1290_STAMPING: U 4 EL 860.425 FT
 LA1290_MARK LOGO: CGS
 LA1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1290
 LA1290  HISTORY     - Date     Condition        Report By
 LA1290  HISTORY     - 1916     MONUMENTED       CGS
 LA1290  HISTORY     - 1946     GOOD             CGS
 LA1290
 LA1290                          STATION DESCRIPTION
 LA1290
 LA1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1290'1.8 MI N FROM ANDERSON.
 LA1290'ABOUT 1.75 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1290'FROM THE STATION AT ANDERSON, SET IN THE TOP OF THE EAST END OF
 LA1290'THE NORTH ABUTMENT OF BRIDGE NO. 433 OVER KILBUCK CREEK, 4.4
 LA1290'FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT BELOW THE TRACK.
 LA1290'NOTE-- THE DISK IS BADLY BATTERED AND SEEMS TO HAVE BEEN
 LA1290'RE-STAMPED, BUT THE MARK IS STILL TIGHTLY INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1723 ***********************************************************************
 JZ1723  DESIGNATION -  U 40
 JZ1723  PID         -  JZ1723
 JZ1723  STATE/COUNTY-  IN/WAYNE
 JZ1723  COUNTRY     -  US
 JZ1723  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1723
 JZ1723                         *CURRENT SURVEY CONTROL
 JZ1723  ______________________________________________________________________
 JZ1723* NAD 83(1986) POSITION- 39 54 44.     (N) 085 09 27.     (W)   SCALED
 JZ1723* NAVD 88 ORTHO HEIGHT -   307.573 (meters)     1009.10  (feet) ADJUSTED
 JZ1723  ______________________________________________________________________
 JZ1723  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JZ1723  DYNAMIC HEIGHT  -        307.398 (meters)     1008.52  (feet) COMP
 JZ1723  MODELED GRAVITY -    980,048.4   (mgal)                       NAVD 88
 JZ1723
 JZ1723  VERT ORDER      -  SECOND    CLASS 0
 JZ1723
 JZ1723.The horizontal coordinates were scaled from a map and have
 JZ1723.an estimated accuracy of +/- 6 seconds.
 JZ1723
 JZ1723.The orthometric height was determined by differential leveling and
 JZ1723.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1723.in June 1991.
 JZ1723
 JZ1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1723.GEOID18 height accuracy estimate available here.
 JZ1723
 JZ1723.Click photographs - Photos may exist for this station.
 JZ1723
 JZ1723.The dynamic height is computed by dividing the NAVD 88
 JZ1723.geopotential number by the normal gravity value computed on the
 JZ1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1723.degrees latitude (g = 980.6199 gals.).
 JZ1723
 JZ1723.The modeled gravity was interpolated from observed gravity values.
 JZ1723
 JZ1723;                    North         East    Units  Estimated Accuracy
 JZ1723;SPC IN E     -   517,900.      143,530.      MT  (+/- 180 meters Scaled)
 JZ1723
 JZ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK574196(NAD 83)
 JZ1723
 JZ1723                          SUPERSEDED SURVEY CONTROL
 JZ1723
 JZ1723  NGVD 29 (??/??/92)  307.712  (m)         1009.55   (f) ADJ UNCH    2 0
 JZ1723
 JZ1723.Superseded values are not recommended for survey control.
 JZ1723
 JZ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1723.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1723
 JZ1723_MARKER: DB = BENCH MARK DISK
 JZ1723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1723_SP_SET: BUILDING WALL
 JZ1723_STAMPING: U 40 1934
 JZ1723_MARK LOGO: CGS
 JZ1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1723
 JZ1723  HISTORY     - Date     Condition        Report By
 JZ1723  HISTORY     - 1934     MONUMENTED       CGS
 JZ1723  HISTORY     - 1941     GOOD             CGS
 JZ1723  HISTORY     - 20050707 MARK NOT FOUND   GEOCAC
 JZ1723  HISTORY     - 20061121 MARK NOT FOUND   GEOCAC
 JZ1723
 JZ1723                          STATION DESCRIPTION
 JZ1723
 JZ1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JZ1723'AT HAGERSTOWN.
 JZ1723'AT HAGERSTOWN, WAYNE COUNTY, AT THE HAGERSTOWN AND JEFFERSON
 JZ1723'TOWNSHIP SCHOOL, IN THE NORTH SIDE OF THE WEST ENTRANCE-ALCOVE,
 JZ1723'28 YARDS EAST OF THE EAST CURB OF NORTH SYCAMORE STREET, 5 FEET
 JZ1723'WEST OF A DOUBLE-DOOR ENTRANCE, AND 3.5 FEET ABOVE THE TOP STEP.
 JZ1723'A STANDARD DISK, STAMPED U 40 1934 AND SET VERTICALLY.
 JZ1723
 JZ1723                          STATION RECOVERY (2005)
 JZ1723
 JZ1723'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1723'THIS LOCATION IS NOW HAGERSTOWN ELEMENTARY SCHOOL.  THERE IS NO DISK
 JZ1723'VISIBLE AT ANY OF THE ENTRANCES.
 JZ1723
 JZ1723                          STATION RECOVERY (2006)
 JZ1723
 JZ1723'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 JZ1723'VISITED SITE. LONG-TIME HAGERSTOWN RESIDENTS CONFIRMED THAT THE
 JZ1723'ORIGINAL HIGH SCHOOL BUILDING WAS DEMOLISHED.
 JZ1723'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1417 ***********************************************************************
 LA1417  DESIGNATION -  U 41
 LA1417  PID         -  LA1417
 LA1417  STATE/COUNTY-  IN/MADISON
 LA1417  COUNTRY     -  US
 LA1417  USGS QUAD   -  MIDDLETOWN (2019)
 LA1417
 LA1417                         *CURRENT SURVEY CONTROL
 LA1417  ______________________________________________________________________
 LA1417* NAD 83(1986) POSITION- 40 05 29.     (N) 085 37 12.     (W)   SCALED
 LA1417* NAVD 88 ORTHO HEIGHT -   278.430 (meters)      913.48  (feet) ADJUSTED
 LA1417  ______________________________________________________________________
 LA1417  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA1417  DYNAMIC HEIGHT  -        278.280 (meters)      912.99  (feet) COMP
 LA1417  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 LA1417
 LA1417  VERT ORDER      -  SECOND    CLASS 0
 LA1417
 LA1417.The horizontal coordinates were scaled from a map and have
 LA1417.an estimated accuracy of +/- 6 seconds.
 LA1417
 LA1417.The orthometric height was determined by differential leveling and
 LA1417.adjusted by the NATIONAL GEODETIC SURVEY
 LA1417.in June 1991.
 LA1417
 LA1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1417.GEOID18 height accuracy estimate available here.
 LA1417
 LA1417.Click photographs - Photos may exist for this station.
 LA1417
 LA1417.The dynamic height is computed by dividing the NAVD 88
 LA1417.geopotential number by the normal gravity value computed on the
 LA1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1417.degrees latitude (g = 980.6199 gals.).
 LA1417
 LA1417.The modeled gravity was interpolated from observed gravity values.
 LA1417
 LA1417;                    North         East    Units  Estimated Accuracy
 LA1417;SPC IN E     -   537,670.      103,980.      MT  (+/- 180 meters Scaled)
 LA1417
 LA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK176388(NAD 83)
 LA1417
 LA1417                          SUPERSEDED SURVEY CONTROL
 LA1417
 LA1417  NGVD 29 (??/??/92)  278.57   (m)          913.9    (f) COMPUTED    2 0
 LA1417
 LA1417.Superseded values are not recommended for survey control.
 LA1417
 LA1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1417.See file dsdata.pdf to determine how the superseded data were derived.
 LA1417
 LA1417_MARKER: DB = BENCH MARK DISK
 LA1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1417_STAMPING: U 41 1934
 LA1417_MARK LOGO: CGS
 LA1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1417+STABILITY: SURFACE MOTION
 LA1417
 LA1417  HISTORY     - Date     Condition        Report By
 LA1417  HISTORY     - 1934     MONUMENTED       CGS
 LA1417
 LA1417                          STATION DESCRIPTION
 LA1417
 LA1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1417'1.7 MI W FROM CHESTERFIELD.
 LA1417'ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILROAD,
 LA1417'IN SOUTHEAST ANGLE OF CROSSING WITH SECOND ROAD WEST OF ENTRANCE
 LA1417'TO MOUNDS STATE PARK ON STATE HIGHWAY 32, AT TELEGRAPH POLE 244/07
 LA1417'22 YARDS SOUTH OF SOUTH RAIL, 30.8 FEET EAST OF CENTER OF ROAD,
 LA1417'0.9 FEET NORTH OF WIRE FENCE, 0.5 FEET BELOW TOP OF RAIL, IN TOP
 LA1417'OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1418 ***********************************************************************
 LA1418  DESIGNATION -  U 41 RESET
 LA1418  PID         -  LA1418
 LA1418  STATE/COUNTY-  IN/MADISON
 LA1418  COUNTRY     -  US
 LA1418  USGS QUAD   -  MIDDLETOWN (2019)
 LA1418
 LA1418                         *CURRENT SURVEY CONTROL
 LA1418  ______________________________________________________________________
 LA1418* NAD 83(1986) POSITION- 40 05 29.     (N) 085 37 12.     (W)   SCALED
 LA1418* NAVD 88 ORTHO HEIGHT -   278.28  (meters)      913.0   (feet) RESET
 LA1418  ______________________________________________________________________
 LA1418  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 LA1418  VERT ORDER      -  THIRD
 LA1418
 LA1418.The horizontal coordinates were scaled from a map and have
 LA1418.an estimated accuracy of +/- 6 seconds.
 LA1418
 LA1418.The orthometric height was computed from unverified reset data.
 LA1418
 LA1418.No vertical observational check was made to the station.
 LA1418
 LA1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1418.GEOID18 height accuracy estimate available here.
 LA1418
 LA1418.Click photographs - Photos may exist for this station.
 LA1418
 LA1418;                    North         East    Units  Estimated Accuracy
 LA1418;SPC IN E     -   537,670.      103,980.      MT  (+/- 180 meters Scaled)
 LA1418
 LA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK176388(NAD 83)
 LA1418
 LA1418                          SUPERSEDED SURVEY CONTROL
 LA1418
 LA1418  NGVD 29 (??/??/??)  278.42   (m)          913.4    (f) RESET       3  
 LA1418
 LA1418.Superseded values are not recommended for survey control.
 LA1418
 LA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1418.See file dsdata.pdf to determine how the superseded data were derived.
 LA1418
 LA1418_MARKER: DB = BENCH MARK DISK
 LA1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1418_STAMPING: U 41 1934 RESET 1936
 LA1418_MARK LOGO: CGS
 LA1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1418+STABILITY: SURFACE MOTION
 LA1418
 LA1418  HISTORY     - Date     Condition        Report By
 LA1418  HISTORY     - 1936     MONUMENTED       INHD
 LA1418  HISTORY     - 1960     GOOD             USGS
 LA1418
 LA1418                          STATION DESCRIPTION
 LA1418
 LA1418'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1936
 LA1418'1.7 MI SW FROM CHESTERFIELD.
 LA1418'CHESTERFIELD, 1.7 MILES SW OF, ALONG STATE HIGHWAY 37, ON S LINE
 LA1418'OF SEC. 16, T 19 N R 8 E, 75 FT. NW OF CROSSROADS, 30 FT. SE OF S
 LA1418'RAIL OF NEW YORK CENTRAL RAILROAD, 8 FT. SE OF TELEPHONE POLE, IN
 LA1418'CONCRETE POST, USC AND GS STANDARD DISK STAMPED U 41 1934 RESET 1936.
 LA1418
 LA1418                          STATION RECOVERY (1960)
 LA1418
 LA1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0399 ***********************************************************************
 LB0399  DESIGNATION -  U 42
 LB0399  PID         -  LB0399
 LB0399  STATE/COUNTY-  IN/HAMILTON
 LB0399  COUNTRY     -  US
 LB0399  USGS QUAD   -  WESTFIELD (2019)
 LB0399
 LB0399                         *CURRENT SURVEY CONTROL
 LB0399  ______________________________________________________________________
 LB0399* NAD 83(1986) POSITION- 40 02 25.     (N) 086 08 10.     (W)   SCALED
 LB0399* NAVD 88 ORTHO HEIGHT -   273.133 (meters)      896.10  (feet) ADJUSTED
 LB0399  ______________________________________________________________________
 LB0399  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 LB0399  DYNAMIC HEIGHT  -        272.981 (meters)      895.61  (feet) COMP
 LB0399  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 LB0399
 LB0399  VERT ORDER      -  SECOND    CLASS 0
 LB0399
 LB0399.The horizontal coordinates were scaled from a map and have
 LB0399.an estimated accuracy of +/- 6 seconds.
 LB0399
 LB0399.The orthometric height was determined by differential leveling and
 LB0399.adjusted by the NATIONAL GEODETIC SURVEY
 LB0399.in June 1991.
 LB0399
 LB0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0399.GEOID18 height accuracy estimate available here.
 LB0399
 LB0399.Click photographs - Photos may exist for this station.
 LB0399
 LB0399.The dynamic height is computed by dividing the NAVD 88
 LB0399.geopotential number by the normal gravity value computed on the
 LB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0399.degrees latitude (g = 980.6199 gals.).
 LB0399
 LB0399.The modeled gravity was interpolated from observed gravity values.
 LB0399
 LB0399;                    North         East    Units  Estimated Accuracy
 LB0399;SPC IN E     -   532,100.       59,940.      MT  (+/- 180 meters Scaled)
 LB0399
 LB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736325(NAD 83)
 LB0399
 LB0399                          SUPERSEDED SURVEY CONTROL
 LB0399
 LB0399  NGVD 29 (??/??/92)  273.251  (m)          896.49   (f) ADJ UNCH    2 0
 LB0399
 LB0399.Superseded values are not recommended for survey control.
 LB0399
 LB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0399.See file dsdata.pdf to determine how the superseded data were derived.
 LB0399
 LB0399_MARKER: DB = BENCH MARK DISK
 LB0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0399_STAMPING: U 42 1934
 LB0399_MARK LOGO: CGS
 LB0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0399+STABILITY: SURFACE MOTION
 LB0399
 LB0399  HISTORY     - Date     Condition        Report By
 LB0399  HISTORY     - 1934     MONUMENTED       CGS
 LB0399  HISTORY     - 1941     GOOD             CGS
 LB0399  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LB0399
 LB0399                          STATION DESCRIPTION
 LB0399
 LB0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LB0399'AT WESTFIELD.
 LB0399'AT WESTFIELD, HAMILTON COUNTY, ON THE CENTRAL INDIANA RAILWAY,
 LB0399'5 RAILS EAST OF THE STATION, 8 RAILS EAST OF THE CROSSING OF THE
 LB0399'CHICAGO INDIANAPOLIS AND LOUISVILLE RAILWAY, 15 FEET NORTH OF
 LB0399'THE NORTH RAIL, AND 1 FOOT EAST OF THE WHITE WOODEN WITNESS
 LB0399'POST.  A STANDARD DISK, STAMPED U 42 1934 AND SET IN THE
 LB0399'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LB0399
 LB0399                          STATION RECOVERY (1977)
 LB0399
 LB0399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2387 ***********************************************************************
 JZ2387  DESIGNATION -  U 43
 JZ2387  PID         -  JZ2387
 JZ2387  STATE/COUNTY-  IN/RUSH
 JZ2387  COUNTRY     -  US
 JZ2387  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2387
 JZ2387                         *CURRENT SURVEY CONTROL
 JZ2387  ______________________________________________________________________
 JZ2387* NAD 83(1986) POSITION- 39 47 14.     (N) 085 32 21.     (W)   SCALED
 JZ2387* NAVD 88 ORTHO HEIGHT -   276.388 (meters)      906.78  (feet) ADJUSTED
 JZ2387  ______________________________________________________________________
 JZ2387  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ2387  DYNAMIC HEIGHT  -        276.229 (meters)      906.26  (feet) COMP
 JZ2387  MODELED GRAVITY -    980,046.8   (mgal)                       NAVD 88
 JZ2387
 JZ2387  VERT ORDER      -  SECOND    CLASS 0
 JZ2387
 JZ2387.The horizontal coordinates were scaled from a map and have
 JZ2387.an estimated accuracy of +/- 6 seconds.
 JZ2387
 JZ2387.The orthometric height was determined by differential leveling and
 JZ2387.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2387.in June 1991.
 JZ2387
 JZ2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2387.GEOID18 height accuracy estimate available here.
 JZ2387
 JZ2387.Click photographs - Photos may exist for this station.
 JZ2387
 JZ2387.The dynamic height is computed by dividing the NAVD 88
 JZ2387.geopotential number by the normal gravity value computed on the
 JZ2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2387.degrees latitude (g = 980.6199 gals.).
 JZ2387
 JZ2387.The modeled gravity was interpolated from observed gravity values.
 JZ2387
 JZ2387;                    North         East    Units  Estimated Accuracy
 JZ2387;SPC IN E     -   503,900.      110,920.      MT  (+/- 180 meters Scaled)
 JZ2387
 JZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK250051(NAD 83)
 JZ2387
 JZ2387                          SUPERSEDED SURVEY CONTROL
 JZ2387
 JZ2387  NGVD 29 (??/??/92)  276.515  (m)          907.20   (f) ADJ UNCH    2 0
 JZ2387
 JZ2387.Superseded values are not recommended for survey control.
 JZ2387
 JZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2387.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2387
 JZ2387_MARKER: DB = BENCH MARK DISK
 JZ2387_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2387_SP_SET: STEP
 JZ2387_STAMPING: U 43 1934
 JZ2387_MARK LOGO: CGS
 JZ2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2387
 JZ2387  HISTORY     - Date     Condition        Report By
 JZ2387  HISTORY     - 1934     MONUMENTED       CGS
 JZ2387
 JZ2387                          STATION DESCRIPTION
 JZ2387
 JZ2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2387'1 MI S FROM KNIGHTSTOWN.
 JZ2387'IN RUSH COUNTY, 1.0 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI,
 JZ2387'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN,
 JZ2387'HENRY COUNTY, AT THE PENNSYLVANIA RAILROAD OVERPASS, IN THE TOP
 JZ2387'OF THE BOTTOM STEP OF THE NORTHEAST STONE WING WALL, 5.7 FEET
 JZ2387'EAST OF THE EAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP
 JZ2387'OF THE RAIL.  A STANDARD DISK, STAMPED U 43 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1140 ***********************************************************************
 JZ1140  DESIGNATION -  U 44
 JZ1140  PID         -  JZ1140
 JZ1140  STATE/COUNTY-  IN/WAYNE
 JZ1140  COUNTRY     -  US
 JZ1140  USGS QUAD   -  RICHMOND (2019)
 JZ1140
 JZ1140                         *CURRENT SURVEY CONTROL
 JZ1140  ______________________________________________________________________
 JZ1140* NAD 83(1986) POSITION- 39 50 06.     (N) 084 53 43.     (W)   SCALED
 JZ1140* NAVD 88 ORTHO HEIGHT -   291.954 (meters)      957.85  (feet) ADJUSTED
 JZ1140  ______________________________________________________________________
 JZ1140  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 JZ1140  DYNAMIC HEIGHT  -        291.784 (meters)      957.29  (feet) COMP
 JZ1140  MODELED GRAVITY -    980,037.4   (mgal)                       NAVD 88
 JZ1140
 JZ1140  VERT ORDER      -  SECOND    CLASS 0
 JZ1140
 JZ1140.The horizontal coordinates were scaled from a map and have
 JZ1140.an estimated accuracy of +/- 6 seconds.
 JZ1140
 JZ1140.The orthometric height was determined by differential leveling and
 JZ1140.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1140.in June 1991.
 JZ1140
 JZ1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1140.GEOID18 height accuracy estimate available here.
 JZ1140
 JZ1140.Click photographs - Photos may exist for this station.
 JZ1140
 JZ1140.The dynamic height is computed by dividing the NAVD 88
 JZ1140.geopotential number by the normal gravity value computed on the
 JZ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1140.degrees latitude (g = 980.6199 gals.).
 JZ1140
 JZ1140.The modeled gravity was interpolated from observed gravity values.
 JZ1140
 JZ1140;                    North         East    Units  Estimated Accuracy
 JZ1140;SPC IN E     -   509,480.      166,030.      MT  (+/- 180 meters Scaled)
 JZ1140
 JZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK800115(NAD 83)
 JZ1140
 JZ1140                          SUPERSEDED SURVEY CONTROL
 JZ1140
 JZ1140  NGVD 29 (??/??/92)  292.104  (m)          958.34   (f) ADJ UNCH    2 0
 JZ1140
 JZ1140.Superseded values are not recommended for survey control.
 JZ1140
 JZ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1140.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1140
 JZ1140_MARKER: DB = BENCH MARK DISK
 JZ1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1140_SP_SET: BRIDGE
 JZ1140_STAMPING: U 44 1934
 JZ1140_MARK LOGO: CGS
 JZ1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1140+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JZ1140
 JZ1140  HISTORY     - Date     Condition        Report By
 JZ1140  HISTORY     - 1934     MONUMENTED       CGS
 JZ1140  HISTORY     - 1942     GOOD             CGS
 JZ1140  HISTORY     - 1960     SEE DESCRIPTION  LOCENG
 JZ1140  HISTORY     - 20030308 GOOD             GEOCAC
 JZ1140
 JZ1140                          STATION DESCRIPTION
 JZ1140
 JZ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1140'AT RICHMOND.
 JZ1140'AT RICHMOND, WAYNE COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 JZ1140'SOUTHEAST CORNER OF BRIDGE 119/86 OVER THE CHESAPEAKE AND OHIO
 JZ1140'RAILWAY, IN THE TOP OF THE STONE BACK WALL, 11.2 FEET SOUTH OF
 JZ1140'THE SOUTH RAIL, 7.1 FEET WEST OF A DOUBLE POLE, AND ABOUT 3 FEET
 JZ1140'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED U 44
 JZ1140'1934.  NOTE-- TO BE RESET.
 JZ1140
 JZ1140                          STATION RECOVERY (1960)
 JZ1140
 JZ1140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 JZ1140'RECOVERED AS DESCRIBED.
 JZ1140
 JZ1140                          STATION RECOVERY (2003)
 JZ1140
 JZ1140'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1140'CHESAPEAKE AND OHIO RAILROAD IS NOW A WALKING TRAIL, THE CARDINAL
 JZ1140'GREENWAY TRAIL.  DISK IS STAMPED  U 44 RESET 1952 .
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1214 ***********************************************************************
 JZ1214  DESIGNATION -  U 45
 JZ1214  PID         -  JZ1214
 JZ1214  STATE/COUNTY-  IN/UNION
 JZ1214  COUNTRY     -  US
 JZ1214  USGS QUAD   -  LIBERTY (2019)
 JZ1214
 JZ1214                         *CURRENT SURVEY CONTROL
 JZ1214  ______________________________________________________________________
 JZ1214* NAD 83(1986) POSITION- 39 41 52.     (N) 084 55 40.     (W)   SCALED
 JZ1214* NAVD 88 ORTHO HEIGHT -   301.099 (meters)      987.86  (feet) ADJUSTED
 JZ1214  ______________________________________________________________________
 JZ1214  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 JZ1214  DYNAMIC HEIGHT  -        300.923 (meters)      987.28  (feet) COMP
 JZ1214  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 JZ1214
 JZ1214  VERT ORDER      -  SECOND    CLASS 0
 JZ1214
 JZ1214.The horizontal coordinates were scaled from a map and have
 JZ1214.an estimated accuracy of +/- 6 seconds.
 JZ1214
 JZ1214.The orthometric height was determined by differential leveling and
 JZ1214.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1214.in June 1991.
 JZ1214
 JZ1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1214.GEOID18 height accuracy estimate available here.
 JZ1214
 JZ1214.Click photographs - Photos may exist for this station.
 JZ1214
 JZ1214.The dynamic height is computed by dividing the NAVD 88
 JZ1214.geopotential number by the normal gravity value computed on the
 JZ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1214.degrees latitude (g = 980.6199 gals.).
 JZ1214
 JZ1214.The modeled gravity was interpolated from observed gravity values.
 JZ1214
 JZ1214;                    North         East    Units  Estimated Accuracy
 JZ1214;SPC IN E     -   494,220.      163,370.      MT  (+/- 180 meters Scaled)
 JZ1214
 JZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ776962(NAD 83)
 JZ1214
 JZ1214                          SUPERSEDED SURVEY CONTROL
 JZ1214
 JZ1214  NGVD 29 (??/??/92)  301.249  (m)          988.35   (f) ADJ UNCH    2 0
 JZ1214
 JZ1214.Superseded values are not recommended for survey control.
 JZ1214
 JZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1214.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1214
 JZ1214_MARKER: DB = BENCH MARK DISK
 JZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1214_STAMPING: U 45 1934
 JZ1214_MARK LOGO: CGS
 JZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1214+STABILITY: SURFACE MOTION
 JZ1214
 JZ1214  HISTORY     - Date     Condition        Report By
 JZ1214  HISTORY     - 1934     MONUMENTED       CGS
 JZ1214  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1214
 JZ1214                          STATION DESCRIPTION
 JZ1214
 JZ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1214'4.7 MI N FROM LIBERTY.
 JZ1214'4.7 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1214'LIBERTY, UNION COUNTY, 30 FEET WEST OF THE CENTERLINE OF THE
 JZ1214'HIGHWAY, AT A FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 JZ1214'DISK, STAMPED U 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1214
 JZ1214                          STATION RECOVERY (1958)
 JZ1214
 JZ1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1676 ***********************************************************************
 JZ1676  DESIGNATION -  U 46
 JZ1676  PID         -  JZ1676
 JZ1676  STATE/COUNTY-  IN/FAYETTE
 JZ1676  COUNTRY     -  US
 JZ1676  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1676
 JZ1676                         *CURRENT SURVEY CONTROL
 JZ1676  ______________________________________________________________________
 JZ1676* NAD 83(1986) POSITION- 39 39 11.     (N) 085 14 16.     (W)   SCALED
 JZ1676* NAVD 88 ORTHO HEIGHT -   299.479 (meters)      982.54  (feet) ADJUSTED
 JZ1676  ______________________________________________________________________
 JZ1676  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 JZ1676  DYNAMIC HEIGHT  -        299.302 (meters)      981.96  (feet) COMP
 JZ1676  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1676
 JZ1676  VERT ORDER      -  SECOND    CLASS 0
 JZ1676
 JZ1676.The horizontal coordinates were scaled from a map and have
 JZ1676.an estimated accuracy of +/- 6 seconds.
 JZ1676
 JZ1676.The orthometric height was determined by differential leveling and
 JZ1676.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1676.in June 1991.
 JZ1676
 JZ1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1676.GEOID18 height accuracy estimate available here.
 JZ1676
 JZ1676.Click photographs - Photos may exist for this station.
 JZ1676
 JZ1676.The dynamic height is computed by dividing the NAVD 88
 JZ1676.geopotential number by the normal gravity value computed on the
 JZ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1676.degrees latitude (g = 980.6199 gals.).
 JZ1676
 JZ1676.The modeled gravity was interpolated from observed gravity values.
 JZ1676
 JZ1676;                    North         East    Units  Estimated Accuracy
 JZ1676;SPC IN E     -   489,090.      136,810.      MT  (+/- 180 meters Scaled)
 JZ1676
 JZ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ511907(NAD 83)
 JZ1676
 JZ1676                          SUPERSEDED SURVEY CONTROL
 JZ1676
 JZ1676  NGVD 29 (??/??/92)  299.616  (m)          982.99   (f) ADJ UNCH    2 0
 JZ1676
 JZ1676.Superseded values are not recommended for survey control.
 JZ1676
 JZ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1676.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1676
 JZ1676_MARKER: DB = BENCH MARK DISK
 JZ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1676_STAMPING: U 46 1934
 JZ1676_MARK LOGO: CGS
 JZ1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1676+STABILITY: SURFACE MOTION
 JZ1676
 JZ1676  HISTORY     - Date     Condition        Report By
 JZ1676  HISTORY     - 1934     MONUMENTED       CGS
 JZ1676
 JZ1676                          STATION DESCRIPTION
 JZ1676
 JZ1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1676'3.7 MI E FROM GLENWOOD.
 JZ1676'IN FAYETTE COUNTY, 3.7 MILES EAST ALONG THE BALTIMORE AND OHIO
 JZ1676'RAILROAD FROM THE STATION AT GLENWOOD, RUSH COUNTY, AT POLE 73/09,
 JZ1676'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF
 JZ1676'SIGNAL E 73/12, 6.6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 10
 JZ1676'INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ1676'U 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0593 ***********************************************************************
 JZ0593  DESIGNATION -  U 47
 JZ0593  PID         -  JZ0593
 JZ0593  STATE/COUNTY-  IN/DEARBORN
 JZ0593  COUNTRY     -  US
 JZ0593  USGS QUAD   -  GUILFORD (2019)
 JZ0593
 JZ0593                         *CURRENT SURVEY CONTROL
 JZ0593  ______________________________________________________________________
 JZ0593* NAD 83(1986) POSITION- 39 11 04.     (N) 084 54 19.     (W)   SCALED
 JZ0593* NAVD 88 ORTHO HEIGHT -   161.625 (meters)      530.26  (feet) ADJUSTED
 JZ0593  ______________________________________________________________________
 JZ0593  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 JZ0593  DYNAMIC HEIGHT  -        161.525 (meters)      529.94  (feet) COMP
 JZ0593  MODELED GRAVITY -    980,005.0   (mgal)                       NAVD 88
 JZ0593
 JZ0593  VERT ORDER      -  SECOND    CLASS 0
 JZ0593
 JZ0593.The horizontal coordinates were scaled from a map and have
 JZ0593.an estimated accuracy of +/- 6 seconds.
 JZ0593
 JZ0593.The orthometric height was determined by differential leveling and
 JZ0593.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0593.in June 1991.
 JZ0593
 JZ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0593.GEOID18 height accuracy estimate available here.
 JZ0593
 JZ0593.Click photographs - Photos may exist for this station.
 JZ0593
 JZ0593.The dynamic height is computed by dividing the NAVD 88
 JZ0593.geopotential number by the normal gravity value computed on the
 JZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0593.degrees latitude (g = 980.6199 gals.).
 JZ0593
 JZ0593.The modeled gravity was interpolated from observed gravity values.
 JZ0593
 JZ0593;                    North         East    Units  Estimated Accuracy
 JZ0593;SPC IN E     -   437,250.      165,780.      MT  (+/- 180 meters Scaled)
 JZ0593
 JZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ809393(NAD 83)
 JZ0593
 JZ0593                          SUPERSEDED SURVEY CONTROL
 JZ0593
 JZ0593  NGVD 29 (??/??/92)  161.84   (m)          531.0    (f) COMPUTED    2 0
 JZ0593
 JZ0593.Superseded values are not recommended for survey control.
 JZ0593
 JZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0593.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0593
 JZ0593_MARKER: DB = BENCH MARK DISK
 JZ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0593_STAMPING: U 47 1934
 JZ0593_MARK LOGO: CGS
 JZ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0593+STABILITY: SURFACE MOTION
 JZ0593
 JZ0593  HISTORY     - Date     Condition        Report By
 JZ0593  HISTORY     - 1934     MONUMENTED       CGS
 JZ0593  HISTORY     - 1947     GOOD             CGS
 JZ0593  HISTORY     - 1966     MARK NOT FOUND   CGS
 JZ0593
 JZ0593                          STATION DESCRIPTION
 JZ0593
 JZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0593'1.2 MI NW FROM GUILFORD.
 JZ0593'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE SCHOOL AT
 JZ0593'GUILFORD, 0.7 MILE SOUTHEAST OF A 54-FOOT CONCRETE ARCH BRIDGE,
 JZ0593'0.2 MILE SOUTHEAST OF A SMALL CEMETERY, 75 FEET NORTHEAST OF THE NORTH
 JZ0593'END OF THE EAST HEAD WALL OF AN 18-INCH PIPE CULVERT, 40 FEET
 JZ0593'SOUTHWEST OF A WELL, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JZ0593'OF PORCH ON FLOYD W. COOKS HOUSE, 34 FEET EAST OF THE CENTER
 JZ0593'LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE ROAD, 8 FEET SOUTH OF
 JZ0593'THE SOUTHWEST CORNER OF YARD, AND SET IN THE TOP OF A CONCRETE
 JZ0593'POST PROJECTING 2 INCHES.
 JZ0593
 JZ0593                          STATION RECOVERY (1966)
 JZ0593
 JZ0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1362 ***********************************************************************
 HZ1362  DESIGNATION -  U 49
 HZ1362  PID         -  HZ1362
 HZ1362  STATE/COUNTY-  IN/CLARK
 HZ1362  COUNTRY     -  US
 HZ1362  USGS QUAD   -  NEW ALBANY (2019)
 HZ1362
 HZ1362                         *CURRENT SURVEY CONTROL
 HZ1362  ______________________________________________________________________
 HZ1362* NAD 83(1986) POSITION- 38 16 34.2    (N) 085 45 23.3    (W)   HD_HELD2
 HZ1362* NAVD 88 ORTHO HEIGHT -   140.788 (meters)      461.90  (feet) ADJUSTED
 HZ1362  ______________________________________________________________________
 HZ1362  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 HZ1362  DYNAMIC HEIGHT  -        140.694 (meters)      461.59  (feet) COMP
 HZ1362  MODELED GRAVITY -    979,954.3   (mgal)                       NAVD 88
 HZ1362
 HZ1362  VERT ORDER      -  FIRST     CLASS II
 HZ1362
 HZ1362.The horizontal coordinates were established by autonomous hand held GPS
 HZ1362.observations and have an estimated accuracy of +/- 10 meters.
 HZ1362
 HZ1362.The orthometric height was determined by differential leveling and
 HZ1362.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1362.in June 1991.
 HZ1362
 HZ1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1362.GEOID18 height accuracy estimate available here.
 HZ1362
 HZ1362.Click photographs - Photos may exist for this station.
 HZ1362
 HZ1362.The dynamic height is computed by dividing the NAVD 88
 HZ1362.geopotential number by the normal gravity value computed on the
 HZ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1362.degrees latitude (g = 980.6199 gals.).
 HZ1362
 HZ1362.The modeled gravity was interpolated from observed gravity values.
 HZ1362
 HZ1362;                    North         East    Units  Estimated Accuracy
 HZ1362;SPC IN E     -   336,151.       92,142.      MT  (+/- 10 meters HH2 GPS)
 HZ1362
 HZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0876937188(NAD 83)
 HZ1362
 HZ1362                          SUPERSEDED SURVEY CONTROL
 HZ1362
 HZ1362  NGVD 29 (??/??/92)  140.941  (m)          462.40   (f) ADJ UNCH    1 2
 HZ1362
 HZ1362.Superseded values are not recommended for survey control.
 HZ1362
 HZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1362.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1362
 HZ1362_MARKER: DB = BENCH MARK DISK
 HZ1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1362_SP_SET: ABUTMENT
 HZ1362_STAMPING: U 49 1934
 HZ1362_MARK LOGO: CGS
 HZ1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1362+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2017
 HZ1362
 HZ1362  HISTORY     - Date     Condition        Report By
 HZ1362  HISTORY     - 1934     MONUMENTED       CGS
 HZ1362  HISTORY     - 1965     GOOD             CGS
 HZ1362  HISTORY     - 20170914 GOOD             USACE
 HZ1362
 HZ1362                          STATION DESCRIPTION
 HZ1362
 HZ1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1362'0.2 MI NE FROM CLARKSVILLE.
 HZ1362'ABOUT 0.25 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1362'NORTHEAST END OF A RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1362'CLARKSVILLE, AT A RAILROAD OVERPASS OVER CLARK BOULEVARD, 13 FEET
 HZ1362'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE ORTHWEST
 HZ1362'END OF THE NORTHEAST STONE ABUTMENT OF THE OVERPASS, 4 1/2 FEET
 HZ1362'SOUTHEAST OF THE NORTHWEST END OF THE NINTH LAYER OF THE STONE
 HZ1362'ABUTMENT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HZ1362
 HZ1362                          STATION RECOVERY (2017)
 HZ1362
 HZ1362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (ANF)
 HZ1362'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1655 ***********************************************************************
 LA1655  DESIGNATION -  U 5
 LA1655  PID         -  LA1655
 LA1655  STATE/COUNTY-  IN/WABASH
 LA1655  COUNTRY     -  US
 LA1655  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1655
 LA1655                         *CURRENT SURVEY CONTROL
 LA1655  ______________________________________________________________________
 LA1655* NAD 83(1986) POSITION- 40 59 36.     (N) 085 46 50.     (W)   SCALED
 LA1655* NAVD 88 ORTHO HEIGHT -   232.506 (meters)      762.81  (feet) ADJUSTED
 LA1655  ______________________________________________________________________
 LA1655  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 LA1655  DYNAMIC HEIGHT  -        232.400 (meters)      762.47  (feet) COMP
 LA1655  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 LA1655
 LA1655  VERT ORDER      -  FIRST     CLASS II
 LA1655
 LA1655.The horizontal coordinates were scaled from a map and have
 LA1655.an estimated accuracy of +/- 6 seconds.
 LA1655
 LA1655.The orthometric height was determined by differential leveling and
 LA1655.adjusted by the NATIONAL GEODETIC SURVEY
 LA1655.in June 1991.
 LA1655
 LA1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1655.GEOID18 height accuracy estimate available here.
 LA1655
 LA1655.Click photographs - Photos may exist for this station.
 LA1655
 LA1655.The dynamic height is computed by dividing the NAVD 88
 LA1655.geopotential number by the normal gravity value computed on the
 LA1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1655.degrees latitude (g = 980.6199 gals.).
 LA1655
 LA1655.The modeled gravity was interpolated from observed gravity values.
 LA1655
 LA1655;                    North         East    Units  Estimated Accuracy
 LA1655;SPC IN E     -   637,820.       90,420.      MT  (+/- 180 meters Scaled)
 LA1655
 LA1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL025387(NAD 83)
 LA1655
 LA1655                          SUPERSEDED SURVEY CONTROL
 LA1655
 LA1655  NGVD 29 (??/??/92)  232.632  (m)          763.23   (f) ADJ UNCH    1 2
 LA1655
 LA1655.Superseded values are not recommended for survey control.
 LA1655
 LA1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1655.See file dsdata.pdf to determine how the superseded data were derived.
 LA1655
 LA1655_MARKER: Q = CHISELED SQUARE
 LA1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1655_SP_SET: ABUTMENT
 LA1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1655+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 LA1655
 LA1655  HISTORY     - Date     Condition        Report By
 LA1655  HISTORY     - 1916     MONUMENTED       CGS
 LA1655  HISTORY     - 1946     GOOD             CGS
 LA1655  HISTORY     - 20050114 GOOD             INDIV
 LA1655
 LA1655                          STATION DESCRIPTION
 LA1655
 LA1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1655'0.4 MI S FROM NORTH MANCHESTER.
 LA1655'ABOUT 0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1655'THE STATION AT NORTH MANCHESTER, ON THE TOP OF THE WEST END
 LA1655'OF THE BACKWALL OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER
 LA1655'THE EEL RIVER, 4.8 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT
 LA1655'BELOW TRACK LEVEL.
 LA1655
 LA1655                          STATION RECOVERY (2005)
 LA1655
 LA1655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB)
 LA1655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1558 ***********************************************************************
 KA1558  DESIGNATION -  U 50
 KA1558  PID         -  KA1558
 KA1558  STATE/COUNTY-  IN/VERMILLION
 KA1558  COUNTRY     -  US
 KA1558  USGS QUAD   -  NEWPORT (2019)
 KA1558
 KA1558                         *CURRENT SURVEY CONTROL
 KA1558  ______________________________________________________________________
 KA1558* NAD 83(1986) POSITION- 39 58 27.     (N) 087 27 36.     (W)   SCALED
 KA1558* NAVD 88 ORTHO HEIGHT -   161.316 (meters)      529.25  (feet) ADJUSTED
 KA1558  ______________________________________________________________________
 KA1558  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KA1558  DYNAMIC HEIGHT  -        161.232 (meters)      528.98  (feet) COMP
 KA1558  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 KA1558
 KA1558  VERT ORDER      -  SECOND    CLASS 0
 KA1558
 KA1558.The horizontal coordinates were scaled from a map and have
 KA1558.an estimated accuracy of +/- 6 seconds.
 KA1558
 KA1558.The orthometric height was determined by differential leveling and
 KA1558.adjusted by the NATIONAL GEODETIC SURVEY
 KA1558.in June 1991.
 KA1558
 KA1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1558.GEOID18 height accuracy estimate available here.
 KA1558
 KA1558.Click photographs - Photos may exist for this station.
 KA1558
 KA1558.The dynamic height is computed by dividing the NAVD 88
 KA1558.geopotential number by the normal gravity value computed on the
 KA1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1558.degrees latitude (g = 980.6199 gals.).
 KA1558
 KA1558.The modeled gravity was interpolated from observed gravity values.
 KA1558
 KA1558;                    North         East    Units  Estimated Accuracy
 KA1558;SPC IN W     -   524,720.      867,820.      MT  (+/- 180 meters Scaled)
 KA1558
 KA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK607249(NAD 83)
 KA1558
 KA1558                          SUPERSEDED SURVEY CONTROL
 KA1558
 KA1558  NGVD 29 (??/??/92)  161.372  (m)          529.43   (f) ADJ UNCH    2 0
 KA1558
 KA1558.Superseded values are not recommended for survey control.
 KA1558
 KA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1558.See file dsdata.pdf to determine how the superseded data were derived.
 KA1558
 KA1558_MARKER: DB = BENCH MARK DISK
 KA1558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1558_SP_SET: BRIDGE
 KA1558_STAMPING: U 50 1934
 KA1558_MARK LOGO: CGS
 KA1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1558
 KA1558  HISTORY     - Date     Condition        Report By
 KA1558  HISTORY     - 1934     MONUMENTED       CGS
 KA1558  HISTORY     - 1938     GOOD             CGS
 KA1558  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1558
 KA1558                          STATION DESCRIPTION
 KA1558
 KA1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1558'1.7 MI N FROM CAYUGA.
 KA1558'1.7 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1558'FROM THE STATION AT CAYUGA, VERMILLION COUNTY, 14-1/2 RAILS
 KA1558'NORTH OF SIGNAL TOWER 139.5, 20 YARDS NORTHEAST OF POLE 139/15,
 KA1558'2 YARDS EAST OF THE EAST RAIL OF THE EAST TRACK, AT A CONCRETE
 KA1558'BRIDGE OVER A GRAVEL ROAD, IN THE TOP OF THE NORTH END OF THE
 KA1558'EAST HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 KA1558'DISK, STAMPED U 50 1934.
 KA1558
 KA1558                          STATION RECOVERY (1986)
 KA1558
 KA1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0417 ***********************************************************************
 KA0417  DESIGNATION -  U 51
 KA0417  PID         -  KA0417
 KA0417  STATE/COUNTY-  IN/PUTNAM
 KA0417  COUNTRY     -  US
 KA0417  USGS QUAD   -  QUINCY (2019)
 KA0417
 KA0417                         *CURRENT SURVEY CONTROL
 KA0417  ______________________________________________________________________
 KA0417* NAD 83(1986) POSITION- 39 28 30.     (N) 086 44 29.     (W)   SCALED
 KA0417* NAVD 88 ORTHO HEIGHT -   225.608 (meters)      740.18  (feet) ADJUSTED
 KA0417  ______________________________________________________________________
 KA0417  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KA0417  DYNAMIC HEIGHT  -        225.478 (meters)      739.76  (feet) COMP
 KA0417  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 KA0417
 KA0417  VERT ORDER      -  SECOND    CLASS 0
 KA0417
 KA0417.The horizontal coordinates were scaled from a map and have
 KA0417.an estimated accuracy of +/- 6 seconds.
 KA0417
 KA0417.The orthometric height was determined by differential leveling and
 KA0417.adjusted by the NATIONAL GEODETIC SURVEY
 KA0417.in June 1991.
 KA0417
 KA0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0417.GEOID18 height accuracy estimate available here.
 KA0417
 KA0417.Click photographs - Photos may exist for this station.
 KA0417
 KA0417.The dynamic height is computed by dividing the NAVD 88
 KA0417.geopotential number by the normal gravity value computed on the
 KA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0417.degrees latitude (g = 980.6199 gals.).
 KA0417
 KA0417.The modeled gravity was interpolated from observed gravity values.
 KA0417
 KA0417;                    North         East    Units  Estimated Accuracy
 KA0417;SPC IN W     -   469,290.      929,420.      MT  (+/- 180 meters Scaled)
 KA0417
 KA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ222695(NAD 83)
 KA0417
 KA0417                          SUPERSEDED SURVEY CONTROL
 KA0417
 KA0417  NGVD 29 (??/??/92)  225.723  (m)          740.56   (f) ADJ UNCH    2 0
 KA0417
 KA0417.Superseded values are not recommended for survey control.
 KA0417
 KA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0417.See file dsdata.pdf to determine how the superseded data were derived.
 KA0417
 KA0417_MARKER: DB = BENCH MARK DISK
 KA0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0417_SP_SET: BRIDGE
 KA0417_STAMPING: U 51 1934
 KA0417_MARK LOGO: CGS
 KA0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0417
 KA0417  HISTORY     - Date     Condition        Report By
 KA0417  HISTORY     - 1934     MONUMENTED       CGS
 KA0417  HISTORY     - 1935     GOOD             CGS
 KA0417  HISTORY     - 1946     GOOD             CGS
 KA0417
 KA0417                          STATION DESCRIPTION
 KA0417
 KA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0417'1 MI N FROM WALLACE JUNCTION.
 KA0417'IN PUTNAM COUNTY, 1.0 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS
 KA0417'AND LOUISVILLE RAILWAY FROM THE STATION AT WALLACE JUNCTION,
 KA0417'OWEN COUNTY, 10-3/4 RAILS SOUTH OF MILEPOST 193, 100 YARDS NORTH
 KA0417'OF A PUMPING STATION, AT A STEEL BRIDGE OVER MILL CREEK, IN THE
 KA0417'TOP OF THE WEST END OF THE NORTH ABUTMENT, 6 FEET WEST OF THE
 KA0417'WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 KA0417'DISK, STAMPED U 51 1934.  NOTE-- THE CHICAGO, INDIANAPOLIS AND
 KA0417'LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
 KA0417
 KA0417                          STATION RECOVERY (1946)
 KA0417
 KA0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 KA0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0146 ***********************************************************************
 JA0146  DESIGNATION -  U 52
 JA0146  PID         -  JA0146
 JA0146  STATE/COUNTY-  IN/LAWRENCE
 JA0146  COUNTRY     -  US
 JA0146  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0146
 JA0146                         *CURRENT SURVEY CONTROL
 JA0146  ______________________________________________________________________
 JA0146* NAD 83(1986) POSITION- 38 54 05.     (N) 086 29 35.     (W)   SCALED
 JA0146* NAVD 88 ORTHO HEIGHT -   183.723 (meters)      602.76  (feet) ADJUSTED
 JA0146  ______________________________________________________________________
 JA0146  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 JA0146  DYNAMIC HEIGHT  -        183.609 (meters)      602.39  (feet) COMP
 JA0146  MODELED GRAVITY -    980,000.7   (mgal)                       NAVD 88
 JA0146
 JA0146  VERT ORDER      -  SECOND    CLASS 0
 JA0146
 JA0146.The horizontal coordinates were scaled from a map and have
 JA0146.an estimated accuracy of +/- 6 seconds.
 JA0146
 JA0146.The orthometric height was determined by differential leveling and
 JA0146.adjusted by the NATIONAL GEODETIC SURVEY
 JA0146.in June 1991.
 JA0146
 JA0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0146.GEOID18 height accuracy estimate available here.
 JA0146
 JA0146.Click photographs - Photos may exist for this station.
 JA0146
 JA0146.The dynamic height is computed by dividing the NAVD 88
 JA0146.geopotential number by the normal gravity value computed on the
 JA0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0146.degrees latitude (g = 980.6199 gals.).
 JA0146
 JA0146.The modeled gravity was interpolated from observed gravity values.
 JA0146
 JA0146;                    North         East    Units  Estimated Accuracy
 JA0146;SPC IN W     -   405,720.      951,200.      MT  (+/- 180 meters Scaled)
 JA0146
 JA0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ439059(NAD 83)
 JA0146
 JA0146                          SUPERSEDED SURVEY CONTROL
 JA0146
 JA0146  NGVD 29 (??/??/92)  183.845  (m)          603.16   (f) ADJ UNCH    2 0
 JA0146
 JA0146.Superseded values are not recommended for survey control.
 JA0146
 JA0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0146.See file dsdata.pdf to determine how the superseded data were derived.
 JA0146
 JA0146_MARKER: DB = BENCH MARK DISK
 JA0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0146_STAMPING: U 52 1934
 JA0146_MARK LOGO: CGS
 JA0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0146+STABILITY: SURFACE MOTION
 JA0146
 JA0146  HISTORY     - Date     Condition        Report By
 JA0146  HISTORY     - 1934     MONUMENTED       CGS
 JA0146  HISTORY     - 1956     MARK NOT FOUND   CGS
 JA0146
 JA0146                          STATION DESCRIPTION
 JA0146
 JA0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA0146'2.7 MI N FROM BEDFORD.
 JA0146'2.7 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0146'RAILWAY FROM THE STATION AT BEDFORD, LAWRENCE COUNTY, 2 RAILS
 JA0146'NORTH OF CULVERT 243+2, IN THE NORTHWEST ANGLE OF THE CROSSING
 JA0146'OF STATE HIGHWAY 58, 21 FEET NORTH OF THE CENTERLINE OF THE
 JA0146'HIGHWAY, AND 12 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 JA0146'STAMPED U 52 1934 AND SET IN THE TOP OF A CONCRETE POST
 JA0146'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0541 ***********************************************************************
 KA0541  DESIGNATION -  U 53
 KA0541  PID         -  KA0541
 KA0541  STATE/COUNTY-  IN/GREENE
 KA0541  COUNTRY     -  US
 KA0541  USGS QUAD   -  BLOOMFIELD (2019)
 KA0541
 KA0541                         *CURRENT SURVEY CONTROL
 KA0541  ______________________________________________________________________
 KA0541* NAD 83(1986) POSITION- 39 01 08.     (N) 086 56 14.     (W)   SCALED
 KA0541* NAVD 88 ORTHO HEIGHT -   163.074 (meters)      535.02  (feet) ADJUSTED
 KA0541  ______________________________________________________________________
 KA0541  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 KA0541  DYNAMIC HEIGHT  -        162.973 (meters)      534.69  (feet) COMP
 KA0541  MODELED GRAVITY -    980,010.5   (mgal)                       NAVD 88
 KA0541
 KA0541  VERT ORDER      -  FIRST     CLASS II
 KA0541
 KA0541.The horizontal coordinates were scaled from a map and have
 KA0541.an estimated accuracy of +/- 6 seconds.
 KA0541
 KA0541.The orthometric height was determined by differential leveling and
 KA0541.adjusted by the NATIONAL GEODETIC SURVEY
 KA0541.in June 1991.
 KA0541
 KA0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0541.GEOID18 height accuracy estimate available here.
 KA0541
 KA0541.Click photographs - Photos may exist for this station.
 KA0541
 KA0541.The dynamic height is computed by dividing the NAVD 88
 KA0541.geopotential number by the normal gravity value computed on the
 KA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0541.degrees latitude (g = 980.6199 gals.).
 KA0541
 KA0541.The modeled gravity was interpolated from observed gravity values.
 KA0541
 KA0541;                    North         East    Units  Estimated Accuracy
 KA0541;SPC IN W     -   418,600.      912,650.      MT  (+/- 180 meters Scaled)
 KA0541
 KA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ054188(NAD 83)
 KA0541
 KA0541                          SUPERSEDED SURVEY CONTROL
 KA0541
 KA0541  NGVD 29 (??/??/92)  163.207  (m)          535.46   (f) ADJ UNCH    1 2
 KA0541
 KA0541.Superseded values are not recommended for survey control.
 KA0541
 KA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0541.See file dsdata.pdf to determine how the superseded data were derived.
 KA0541
 KA0541_MARKER: DB = BENCH MARK DISK
 KA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0541_STAMPING: U 53 1934
 KA0541_MARK LOGO: CGS
 KA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0541+STABILITY: SURFACE MOTION
 KA0541
 KA0541  HISTORY     - Date     Condition        Report By
 KA0541  HISTORY     - 1934     MONUMENTED       CGS
 KA0541  HISTORY     - 1946     GOOD             CGS
 KA0541  HISTORY     - 1968     POOR             INHD
 KA0541
 KA0541                          STATION DESCRIPTION
 KA0541
 KA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0541'AT BLOOMFIELD.
 KA0541'AT BLOOMFIELD, GREENE COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 KA0541'23 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, 30 FEET SOUTH
 KA0541'OF THE CENTERLINE OF A SIDING, 21 FEET NORTH OF THE NORTH RAIL
 KA0541'OF THE MAIN TRACK, U 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0541'PROJECTING 6 INCHES ABOVE GROUND.
 KA0541
 KA0541                          STATION RECOVERY (1968)
 KA0541
 KA0541'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 KA0541'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0164 ***********************************************************************
 JA0164  DESIGNATION -  U 54
 JA0164  PID         -  JA0164
 JA0164  STATE/COUNTY-  IN/ORANGE
 JA0164  COUNTRY     -  US
 JA0164  USGS QUAD   -  MITCHELL (2019)
 JA0164
 JA0164                         *CURRENT SURVEY CONTROL
 JA0164  ______________________________________________________________________
 JA0164* NAD 83(1986) POSITION- 38 39 45.     (N) 086 26 58.     (W)   SCALED
 JA0164* NAVD 88 ORTHO HEIGHT -   195.102 (meters)      640.10  (feet) ADJUSTED
 JA0164  ______________________________________________________________________
 JA0164  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 JA0164  DYNAMIC HEIGHT  -        194.973 (meters)      639.67  (feet) COMP
 JA0164  MODELED GRAVITY -    979,960.0   (mgal)                       NAVD 88
 JA0164
 JA0164  VERT ORDER      -  FIRST     CLASS II
 JA0164
 JA0164.The horizontal coordinates were scaled from a map and have
 JA0164.an estimated accuracy of +/- 6 seconds.
 JA0164
 JA0164.The orthometric height was determined by differential leveling and
 JA0164.adjusted by the NATIONAL GEODETIC SURVEY
 JA0164.in June 1991.
 JA0164
 JA0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0164.GEOID18 height accuracy estimate available here.
 JA0164
 JA0164.Click photographs - Photos may exist for this station.
 JA0164
 JA0164.The dynamic height is computed by dividing the NAVD 88
 JA0164.geopotential number by the normal gravity value computed on the
 JA0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0164.degrees latitude (g = 980.6199 gals.).
 JA0164
 JA0164.The modeled gravity was interpolated from observed gravity values.
 JA0164
 JA0164;                    North         East    Units  Estimated Accuracy
 JA0164;SPC IN W     -   379,220.      955,170.      MT  (+/- 180 meters Scaled)
 JA0164
 JA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH478794(NAD 83)
 JA0164
 JA0164                          SUPERSEDED SURVEY CONTROL
 JA0164
 JA0164  NGVD 29 (??/??/92)  195.208  (m)          640.44   (f) ADJ UNCH    1 2
 JA0164
 JA0164.Superseded values are not recommended for survey control.
 JA0164
 JA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0164.See file dsdata.pdf to determine how the superseded data were derived.
 JA0164
 JA0164_MARKER: DB = BENCH MARK DISK
 JA0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0164_STAMPING: U 54 1934
 JA0164_MARK LOGO: CGS
 JA0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0164+STABILITY: SURFACE MOTION
 JA0164
 JA0164  HISTORY     - Date     Condition        Report By
 JA0164  HISTORY     - 1934     MONUMENTED       CGS
 JA0164  HISTORY     - 1965     GOOD             CGS
 JA0164  HISTORY     - 1967     GOOD             CGS
 JA0164
 JA0164                          STATION DESCRIPTION
 JA0164
 JA0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0164'AT ORLEANS.
 JA0164'AT ORLEANS, AT THE NORTHWEST POINT OF A TRIANGLE FORMED BY THE
 JA0164'RAILROAD, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0164'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY STATION, 32 FEET
 JA0164'SOUTHWEST OF THE SOUTH RAIL OF A SIDE TRACK, 29 FEET EAST OF
 JA0164'THE EAST RAIL OF THE MAIN TRACK RUNNING NORTH AND SOUTH, 16 FEET
 JA0164'SOUTHEAST OF A STEEL LAMP POST, 1.0 FOOT NORTH OF A METAL WITNESS
 JA0164'POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A
 JA0164'CONCRETE POST PROJECTING 1 INCH.
 JA0164
 JA0164                          STATION RECOVERY (1967)
 JA0164
 JA0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0154 ***********************************************************************
 JA0154  DESIGNATION -  U 54 X
 JA0154  PID         -  JA0154
 JA0154  STATE/COUNTY-  IN/LAWRENCE
 JA0154  COUNTRY     -  US
 JA0154  USGS QUAD   -  MITCHELL (2019)
 JA0154
 JA0154                         *CURRENT SURVEY CONTROL
 JA0154  ______________________________________________________________________
 JA0154* NAD 83(1986) POSITION- 38 42 44.     (N) 086 27 42.     (W)   SCALED
 JA0154* NAVD 88 ORTHO HEIGHT -   211.429 (meters)      693.66  (feet) ADJUSTED
 JA0154  ______________________________________________________________________
 JA0154  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 JA0154  DYNAMIC HEIGHT  -        211.291 (meters)      693.21  (feet) COMP
 JA0154  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 JA0154
 JA0154  VERT ORDER      -  FIRST     CLASS II
 JA0154
 JA0154.The horizontal coordinates were scaled from a map and have
 JA0154.an estimated accuracy of +/- 6 seconds.
 JA0154
 JA0154.The orthometric height was determined by differential leveling and
 JA0154.adjusted by the NATIONAL GEODETIC SURVEY
 JA0154.in June 1991.
 JA0154
 JA0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0154.GEOID18 height accuracy estimate available here.
 JA0154
 JA0154.Click photographs - Photos may exist for this station.
 JA0154
 JA0154.The dynamic height is computed by dividing the NAVD 88
 JA0154.geopotential number by the normal gravity value computed on the
 JA0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0154.degrees latitude (g = 980.6199 gals.).
 JA0154
 JA0154.The modeled gravity was interpolated from observed gravity values.
 JA0154
 JA0154;                    North         East    Units  Estimated Accuracy
 JA0154;SPC IN W     -   384,730.      954,070.      MT  (+/- 180 meters Scaled)
 JA0154
 JA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH468849(NAD 83)
 JA0154
 JA0154                          SUPERSEDED SURVEY CONTROL
 JA0154
 JA0154  NGVD 29 (??/??/92)  211.542  (m)          694.03   (f) ADJ UNCH    1 2
 JA0154
 JA0154.Superseded values are not recommended for survey control.
 JA0154
 JA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0154.See file dsdata.pdf to determine how the superseded data were derived.
 JA0154
 JA0154_MARKER: DB = BENCH MARK DISK
 JA0154_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0154+WITH SETTING: PAVEMENT
 JA0154_SP_SET: SEMAPHORE
 JA0154_STAMPING: U 54 X 1935
 JA0154_MARK LOGO: CGS
 JA0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0154+STABILITY: SURFACE MOTION
 JA0154
 JA0154  HISTORY     - Date     Condition        Report By
 JA0154  HISTORY     - 1935     MONUMENTED       CGS
 JA0154  HISTORY     - 1965     GOOD             CGS
 JA0154  HISTORY     - 1967     GOOD             CGS
 JA0154
 JA0154                          STATION DESCRIPTION
 JA0154
 JA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0154'1.5 MI S FROM MITCHELL.
 JA0154'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0154'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, IN SECTION 12,
 JA0154'T 3 N, R 1 W, ABOUT 0.25 MILE NORTHWEST OF A ROAD CROSSING, SET
 JA0154'IN THE SOUTHEAST CORNER OF A CONCRETE BASE SUPPORTING SEMAPHOR
 JA0154'SIGNAL NUMBER 257.4, 7.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JA0154'AND ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS.
 JA0154
 JA0154                          STATION RECOVERY (1967)
 JA0154
 JA0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0430 ***********************************************************************
 JA0430  DESIGNATION -  U 55
 JA0430  PID         -  JA0430
 JA0430  STATE/COUNTY-  IN/CRAWFORD
 JA0430  COUNTRY     -  US
 JA0430  USGS QUAD   -  BEECHWOOD (2019)
 JA0430
 JA0430                         *CURRENT SURVEY CONTROL
 JA0430  ______________________________________________________________________
 JA0430* NAD 83(1986) POSITION- 38 12 02.73   (N) 086 22 39.75   (W)   HD_HELD1
 JA0430* NAVD 88 ORTHO HEIGHT -   206.320 (meters)      676.90  (feet) ADJUSTED
 JA0430  ______________________________________________________________________
 JA0430  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 JA0430  DYNAMIC HEIGHT  -        206.174 (meters)      676.42  (feet) COMP
 JA0430  MODELED GRAVITY -    979,915.1   (mgal)                       NAVD 88
 JA0430
 JA0430  VERT ORDER      -  SECOND    CLASS 0
 JA0430
 JA0430.The horizontal coordinates were determined by differentially corrected
 JA0430.hand held GPS observations or other comparable positioning techniques
 JA0430.and have an estimated accuracy of +/- 3 meters.
 JA0430
 JA0430.The orthometric height was determined by differential leveling and
 JA0430.adjusted by the NATIONAL GEODETIC SURVEY
 JA0430.in June 1991.
 JA0430
 JA0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0430.GEOID18 height accuracy estimate available here.
 JA0430
 JA0430.Click photographs - Photos may exist for this station.
 JA0430
 JA0430.The dynamic height is computed by dividing the NAVD 88
 JA0430.geopotential number by the normal gravity value computed on the
 JA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0430.degrees latitude (g = 980.6199 gals.).
 JA0430
 JA0430.The modeled gravity was interpolated from observed gravity values.
 JA0430
 JA0430;                    North         East    Units  Estimated Accuracy
 JA0430;SPC IN W     -   328,012.5     961,805.8     MT  (+/- 3 meters HH1 GPS) 
 JA0430
 JA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5448628272(NAD 83)
 JA0430
 JA0430                          SUPERSEDED SURVEY CONTROL
 JA0430
 JA0430  NGVD 29 (??/??/92)  206.44   (m)          677.3    (f) COMPUTED    2 0
 JA0430
 JA0430.Superseded values are not recommended for survey control.
 JA0430
 JA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0430.See file dsdata.pdf to determine how the superseded data were derived.
 JA0430
 JA0430_MARKER: DB = BENCH MARK DISK
 JA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0430_STAMPING: U 55 1934
 JA0430_MARK LOGO: CGS
 JA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0430+STABILITY: SURFACE MOTION
 JA0430
 JA0430  HISTORY     - Date     Condition        Report By
 JA0430  HISTORY     - 1934     MONUMENTED       CGS
 JA0430  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0430
 JA0430                          STATION DESCRIPTION
 JA0430
 JA0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0430'2.8 MI N FROM LEAVENWORTH.
 JA0430'2.8 MILES NORTH ALONG STATE HIGHWAY 62 FROM LEAVENWORTH, CRAWFORD
 JA0430'COUNTY, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 JA0430'NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD ENTERING THE HIGHWAY,
 JA0430'NEAR THE MIDDLE OF THE TANGENT OF A CURVE IN THE HIGHWAY, 12.6
 JA0430'FEET EAST OF TELEPHONE POLE 80+00, 14 FEET EAST OF A NORTHWEST
 JA0430'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 JA0430'STAMPED U 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JA0430
 JA0430                          STATION RECOVERY (1965)
 JA0430
 JA0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1014 ***********************************************************************
 JA1014  DESIGNATION -  U 57
 JA1014  PID         -  JA1014
 JA1014  STATE/COUNTY-  IN/GIBSON
 JA1014  COUNTRY     -  US
 JA1014  USGS QUAD   -  OAKLAND CITY (2019)
 JA1014
 JA1014                         *CURRENT SURVEY CONTROL
 JA1014  ______________________________________________________________________
 JA1014* NAD 83(1986) POSITION- 38 20 21.76   (N) 087 20 33.04   (W)   HD_HELD1
 JA1014* NAVD 88 ORTHO HEIGHT -   138.621 (meters)      454.79  (feet) ADJUSTED
 JA1014  ______________________________________________________________________
 JA1014  GEOID HEIGHT    -        -31.772 (meters)                     GEOID18
 JA1014  DYNAMIC HEIGHT  -        138.530 (meters)      454.49  (feet) COMP
 JA1014  MODELED GRAVITY -    979,966.9   (mgal)                       NAVD 88
 JA1014
 JA1014  VERT ORDER      -  SECOND    CLASS 0
 JA1014
 JA1014.The horizontal coordinates were determined by differentially corrected
 JA1014.hand held GPS observations or other comparable positioning techniques
 JA1014.and have an estimated accuracy of +/- 3 meters.
 JA1014
 JA1014.The orthometric height was determined by differential leveling and
 JA1014.adjusted by the NATIONAL GEODETIC SURVEY
 JA1014.in June 1991.
 JA1014
 JA1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1014.GEOID18 height accuracy estimate available here.
 JA1014
 JA1014.Click photographs - Photos may exist for this station.
 JA1014
 JA1014.The dynamic height is computed by dividing the NAVD 88
 JA1014.geopotential number by the normal gravity value computed on the
 JA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1014.degrees latitude (g = 980.6199 gals.).
 JA1014
 JA1014.The modeled gravity was interpolated from observed gravity values.
 JA1014
 JA1014;                    North         East    Units  Estimated Accuracy
 JA1014;SPC IN W     -   343,195.4     877,341.8     MT  (+/- 3 meters HH1 GPS) 
 JA1014
 JA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7006743526(NAD 83)
 JA1014
 JA1014                          SUPERSEDED SURVEY CONTROL
 JA1014
 JA1014  NGVD 29 (??/??/92)  138.748  (m)          455.21   (f) ADJ UNCH    2 0
 JA1014
 JA1014.Superseded values are not recommended for survey control.
 JA1014
 JA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1014.See file dsdata.pdf to determine how the superseded data were derived.
 JA1014
 JA1014_MARKER: DB = BENCH MARK DISK
 JA1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1014_STAMPING: U 57 1934
 JA1014_MARK LOGO: CGS
 JA1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1014+STABILITY: SURFACE MOTION
 JA1014
 JA1014  HISTORY     - Date     Condition        Report By
 JA1014  HISTORY     - 1934     MONUMENTED       CGS
 JA1014  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1014
 JA1014                          STATION DESCRIPTION
 JA1014
 JA1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1014'AT OAKLAND CITY.
 JA1014'AT OAKLAND CITY, GIBSON COUNTY, ON THE SOUTHERN RAILWAY, 48 FEET
 JA1014'NORTH OF THE INTERSECTION OF JACKSON AND HARRISON STREETS, 36
 JA1014'FEET EAST OF THE HARRISON STREET CROSSING, 32 FEET NORTHWEST OF
 JA1014'THE JACKSON STREET CROSSING, 10 FEET NORTH OF THE NORTH RAIL, AND
 JA1014'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED U 57 1934 AND
 JA1014'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1118 ***********************************************************************
 JA1118  DESIGNATION -  U 58
 JA1118  PID         -  JA1118
 JA1118  STATE/COUNTY-  IN/SPENCER
 JA1118  COUNTRY     -  US
 JA1118  USGS QUAD   -  CHRISNEY (2019)
 JA1118
 JA1118                         *CURRENT SURVEY CONTROL
 JA1118  ______________________________________________________________________
 JA1118* NAD 83(1986) POSITION- 38 00 54.     (N) 087 02 15.     (W)   SCALED
 JA1118* NAVD 88 ORTHO HEIGHT -   133.874 (meters)      439.22  (feet) ADJUSTED
 JA1118  ______________________________________________________________________
 JA1118  GEOID HEIGHT    -        -31.415 (meters)                     GEOID18
 JA1118  DYNAMIC HEIGHT  -        133.785 (meters)      438.93  (feet) COMP
 JA1118  MODELED GRAVITY -    979,962.8   (mgal)                       NAVD 88
 JA1118
 JA1118  VERT ORDER      -  FIRST     CLASS II
 JA1118
 JA1118.The horizontal coordinates were scaled from a map and have
 JA1118.an estimated accuracy of +/- 6 seconds.
 JA1118
 JA1118.The orthometric height was determined by differential leveling and
 JA1118.adjusted by the NATIONAL GEODETIC SURVEY
 JA1118.in June 1991.
 JA1118
 JA1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1118.GEOID18 height accuracy estimate available here.
 JA1118
 JA1118.Click photographs - Photos may exist for this station.
 JA1118
 JA1118.The dynamic height is computed by dividing the NAVD 88
 JA1118.geopotential number by the normal gravity value computed on the
 JA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1118.degrees latitude (g = 980.6199 gals.).
 JA1118
 JA1118.The modeled gravity was interpolated from observed gravity values.
 JA1118
 JA1118;                    North         East    Units  Estimated Accuracy
 JA1118;SPC IN W     -   307,160.      904,030.      MT  (+/- 180 meters Scaled)
 JA1118
 JA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH967074(NAD 83)
 JA1118
 JA1118                          SUPERSEDED SURVEY CONTROL
 JA1118
 JA1118  NGVD 29 (??/??/92)  133.973  (m)          439.54   (f) ADJ UNCH    1 2
 JA1118
 JA1118.Superseded values are not recommended for survey control.
 JA1118
 JA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1118.See file dsdata.pdf to determine how the superseded data were derived.
 JA1118
 JA1118_MARKER: DB = BENCH MARK DISK
 JA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1118_STAMPING: U 58 1934
 JA1118_MARK LOGO: CGS
 JA1118_PROJECTION: FLUSH
 JA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1118+STABILITY: SURFACE MOTION
 JA1118
 JA1118  HISTORY     - Date     Condition        Report By
 JA1118  HISTORY     - 1934     MONUMENTED       CGS
 JA1118  HISTORY     - 1965     GOOD             CGS
 JA1118  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1118
 JA1118                          STATION DESCRIPTION
 JA1118
 JA1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1118'AT CHRISNEY.
 JA1118'AT CHRISNEY, 105 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 JA1118'POST OFFICE, 102 FEET SOUTH OF THE CENTER LINE OF WEST CHESTNUT
 JA1118'STREET, 54 1/2 FEET NORTH OF THE NORTHEAST CORNER OF THE SOUTHERN
 JA1118'RAILROAD STATION, 38 FEET EAST OF THE CENTER LINE OF RAILROAD
 JA1118'STREET, 21 FEET EAST-SOUTHEAST OF A 15-INCH MAPLE TREE, 15 FEET
 JA1118'WEST OF THE WEST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS,
 JA1118'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA1118
 JA1118                          STATION RECOVERY (2022)
 JA1118
 JA1118'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1052 ***********************************************************************
 HA1052  DESIGNATION -  U 59
 HA1052  PID         -  HA1052
 HA1052  STATE/COUNTY-  IN/VANDERBURGH
 HA1052  COUNTRY     -  US
 HA1052  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1052
 HA1052                         *CURRENT SURVEY CONTROL
 HA1052  ______________________________________________________________________
 HA1052* NAD 83(1986) POSITION- 37 58 27.     (N) 087 33 51.     (W)   SCALED
 HA1052* NAVD 88 ORTHO HEIGHT -   117.347 (meters)      385.00  (feet) ADJUSTED
 HA1052  ______________________________________________________________________
 HA1052  GEOID HEIGHT    -        -31.022 (meters)                     GEOID18
 HA1052  DYNAMIC HEIGHT  -        117.266 (meters)      384.73  (feet) COMP
 HA1052  MODELED GRAVITY -    979,939.2   (mgal)                       NAVD 88
 HA1052
 HA1052  VERT ORDER      -  SECOND    CLASS 0
 HA1052
 HA1052.The horizontal coordinates were scaled from a map and have
 HA1052.an estimated accuracy of +/- 6 seconds.
 HA1052
 HA1052.The orthometric height was determined by differential leveling and
 HA1052.adjusted by the NATIONAL GEODETIC SURVEY
 HA1052.in June 1991.
 HA1052
 HA1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1052.GEOID18 height accuracy estimate available here.
 HA1052
 HA1052.Click photographs - Photos may exist for this station.
 HA1052
 HA1052.The dynamic height is computed by dividing the NAVD 88
 HA1052.geopotential number by the normal gravity value computed on the
 HA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1052.degrees latitude (g = 980.6199 gals.).
 HA1052
 HA1052.The modeled gravity was interpolated from observed gravity values.
 HA1052
 HA1052;                    North         East    Units  Estimated Accuracy
 HA1052;SPC IN W     -   302,740.      857,750.      MT  (+/- 180 meters Scaled)
 HA1052
 HA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH504030(NAD 83)
 HA1052
 HA1052                          SUPERSEDED SURVEY CONTROL
 HA1052
 HA1052  NGVD 29 (??/??/92)  117.454  (m)          385.35   (f) ADJ UNCH    2 0
 HA1052
 HA1052.Superseded values are not recommended for survey control.
 HA1052
 HA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1052.See file dsdata.pdf to determine how the superseded data were derived.
 HA1052
 HA1052_MARKER: DB = BENCH MARK DISK
 HA1052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1052_SP_SET: WALL
 HA1052_STAMPING: U 59 1934
 HA1052_MARK LOGO: CGS
 HA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1052+STABILITY: SURFACE MOTION
 HA1052
 HA1052  HISTORY     - Date     Condition        Report By
 HA1052  HISTORY     - 1934     MONUMENTED       CGS
 HA1052  HISTORY     - 1965     MARK NOT FOUND   CGS
 HA1052  HISTORY     - 19940928 MARK NOT FOUND   USPSQD
 HA1052
 HA1052                          STATION DESCRIPTION
 HA1052
 HA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1052'AT EVANSVILLE.
 HA1052'AT EVANSVILLE, VANDERBURGH COUNTY, 145 YARDS E. OF THE EAST END
 HA1052'OF THE CHICAGO AND EASTERN ILLINOIS RR STATION, IN THE SOUTH
 HA1052'SIDE OF A BRICK WALL, 80.8 FEET WEST OF THE EAST END OF THE WALL,
 HA1052'20 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND 1.4 FEET
 HA1052'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED U 59 1934 AND SET
 HA1052'VERTICALLY.
 HA1052
 HA1052                          STATION RECOVERY (1994)
 HA1052
 HA1052'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0557 ***********************************************************************
 HA0557  DESIGNATION -  U 60
 HA0557  PID         -  HA0557
 HA0557  STATE/COUNTY-  IN/SPENCER
 HA0557  COUNTRY     -  US
 HA0557  USGS QUAD   -  LEWISPORT (2019)
 HA0557
 HA0557                         *CURRENT SURVEY CONTROL
 HA0557  ______________________________________________________________________
 HA0557* NAD 83(1986) POSITION- 37 55 59.8    (N) 086 58 52.3    (W)   HD_HELD2
 HA0557* NAVD 88 ORTHO HEIGHT -   120.654 (meters)      395.85  (feet) ADJUSTED
 HA0557  ______________________________________________________________________
 HA0557  GEOID HEIGHT    -        -31.347 (meters)                     GEOID18
 HA0557  DYNAMIC HEIGHT  -        120.573 (meters)      395.58  (feet) COMP
 HA0557  MODELED GRAVITY -    979,955.6   (mgal)                       NAVD 88
 HA0557
 HA0557  VERT ORDER      -  FIRST     CLASS II
 HA0557
 HA0557.The horizontal coordinates were established by autonomous hand held GPS
 HA0557.observations and have an estimated accuracy of +/- 10 meters.
 HA0557
 HA0557.The orthometric height was determined by differential leveling and
 HA0557.adjusted by the NATIONAL GEODETIC SURVEY
 HA0557.in June 1991.
 HA0557
 HA0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0557.GEOID18 height accuracy estimate available here.
 HA0557
 HA0557.Click photographs - Photos may exist for this station.
 HA0557
 HA0557.The dynamic height is computed by dividing the NAVD 88
 HA0557.geopotential number by the normal gravity value computed on the
 HA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0557.degrees latitude (g = 980.6199 gals.).
 HA0557
 HA0557.The modeled gravity was interpolated from observed gravity values.
 HA0557
 HA0557;                    North         East    Units  Estimated Accuracy
 HA0557;SPC IN W     -   298,093.      908,979.      MT  (+/- 10 meters HH2 GPS)
 HA0557
 HA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0165298412(NAD 83)
 HA0557
 HA0557                          SUPERSEDED SURVEY CONTROL
 HA0557
 HA0557  NGVD 29 (??/??/92)  120.761  (m)          396.20   (f) ADJ UNCH    1 2
 HA0557
 HA0557.Superseded values are not recommended for survey control.
 HA0557
 HA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0557.See file dsdata.pdf to determine how the superseded data were derived.
 HA0557
 HA0557_MARKER: DB = BENCH MARK DISK
 HA0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0557_SP_SET: WINDOW SILL
 HA0557_STAMPING: U 60 1935
 HA0557_MARK LOGO: CGS
 HA0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA0557+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2022
 HA0557
 HA0557  HISTORY     - Date     Condition        Report By
 HA0557  HISTORY     - 1935     MONUMENTED       CGS
 HA0557  HISTORY     - 1965     GOOD             CGS
 HA0557  HISTORY     - 20100727 GOOD             GEOCAC
 HA0557  HISTORY     - 20221220 GOOD             INDOT
 HA0557
 HA0557                          STATION DESCRIPTION
 HA0557
 HA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0557'AT GRANDVIEW.
 HA0557'AT GRANDVIEW, IN SECTION 5, T 7 S, R 5 W, 60 YARDS NORTH OF THE
 HA0557'POST OFFICE, 48 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 66,
 HA0557'7 FEET NORTH OF THE SOUTHEAST CORNER OF THE DALE STATE BANK, 8 1/2
 HA0557'FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO THE BANK, SET IN
 HA0557'THE CENTER OF THE TOP OF THE STONE SILL OF A WINDOW, 3.3 FEET ABOVE
 HA0557'THE LEVEL OF THE SIDEWALK.
 HA0557
 HA0557                          STATION RECOVERY (2010)
 HA0557
 HA0557'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0557'MARK RECOVERED IN GOOD CONDITION.
 HA0557
 HA0557                          STATION RECOVERY (2022)
 HA0557
 HA0557'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 HA0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0049 ***********************************************************************
 KA0049  DESIGNATION -  U 61 RESET
 KA0049  PID         -  KA0049
 KA0049  STATE/COUNTY-  IN/MORGAN
 KA0049  COUNTRY     -  US
 KA0049  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0049
 KA0049                         *CURRENT SURVEY CONTROL
 KA0049  ______________________________________________________________________
 KA0049* NAD 83(1986) POSITION- 39 36 28.     (N) 086 21 56.     (W)   SCALED
 KA0049* NAVD 88 ORTHO HEIGHT -   205.17  (meters)      673.1   (feet) RESET
 KA0049  ______________________________________________________________________
 KA0049  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 KA0049  VERT ORDER      -  THIRD
 KA0049
 KA0049.The horizontal coordinates were scaled from a map and have
 KA0049.an estimated accuracy of +/- 6 seconds.
 KA0049
 KA0049.The orthometric height was computed from unverified reset data.
 KA0049
 KA0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0049.GEOID18 height accuracy estimate available here.
 KA0049
 KA0049.Click photographs - Photos may exist for this station.
 KA0049
 KA0049;                    North         East    Units  Estimated Accuracy
 KA0049;SPC IN W     -   484,220.      961,640.      MT  (+/- 180 meters Scaled)
 KA0049
 KA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ544844(NAD 83)
 KA0049
 KA0049                          SUPERSEDED SURVEY CONTROL
 KA0049
 KA0049  NGVD 29 (??/??/??)  205.30   (m)          673.6    (f) RESET       3  
 KA0049
 KA0049.Superseded values are not recommended for survey control.
 KA0049
 KA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0049.See file dsdata.pdf to determine how the superseded data were derived.
 KA0049
 KA0049_MARKER: DB = BENCH MARK DISK
 KA0049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0049_SP_SET: SIDEWALK
 KA0049_STAMPING: U 61 RESET 1958
 KA0049_MARK LOGO: CGS
 KA0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0049
 KA0049  HISTORY     - Date     Condition        Report By
 KA0049  HISTORY     - 1958     MONUMENTED       INHD
 KA0049  HISTORY     - 1959     GOOD             CGS
 KA0049
 KA0049                          STATION DESCRIPTION
 KA0049
 KA0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA0049'0.7 MI SE FROM MOORESVILLE.
 KA0049'ABOUT 0.7 MILE SOUTHEAST ALONG RELOCATED STATE HIGHWAY 144 FROM THE
 KA0049'MUNICIPAL BUILDING, SET IN THE TOP OF THE SIDEWALK IN THE SOUTH
 KA0049'CORNER OF A FOUR-SPAN CONCRETE GIRDER BRIDGE OVER LITTLE WHITE LICK
 KA0049'CREEK, ABOUT 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 KA0049'ABOUT ONE FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0633 ***********************************************************************
 KA0633  DESIGNATION -  U 62
 KA0633  PID         -  KA0633
 KA0633  STATE/COUNTY-  IN/HENDRICKS
 KA0633  COUNTRY     -  US
 KA0633  USGS QUAD   -  CLAYTON (2019)
 KA0633
 KA0633                         *CURRENT SURVEY CONTROL
 KA0633  ______________________________________________________________________
 KA0633* NAD 83(1986) POSITION- 39 39 24.     (N) 086 33 46.     (W)   SCALED
 KA0633* NAVD 88 ORTHO HEIGHT -   249.934 (meters)      819.99  (feet) ADJUSTED
 KA0633  ______________________________________________________________________
 KA0633  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA0633  DYNAMIC HEIGHT  -        249.795 (meters)      819.54  (feet) COMP
 KA0633  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 KA0633
 KA0633  VERT ORDER      -  FIRST     CLASS II
 KA0633
 KA0633.The horizontal coordinates were scaled from a map and have
 KA0633.an estimated accuracy of +/- 6 seconds.
 KA0633
 KA0633.The orthometric height was determined by differential leveling and
 KA0633.adjusted by the NATIONAL GEODETIC SURVEY
 KA0633.in June 1991.
 KA0633
 KA0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0633.GEOID18 height accuracy estimate available here.
 KA0633
 KA0633.Click photographs - Photos may exist for this station.
 KA0633
 KA0633.The dynamic height is computed by dividing the NAVD 88
 KA0633.geopotential number by the normal gravity value computed on the
 KA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0633.degrees latitude (g = 980.6199 gals.).
 KA0633
 KA0633.The modeled gravity was interpolated from observed gravity values.
 KA0633
 KA0633;                    North         East    Units  Estimated Accuracy
 KA0633;SPC IN W     -   489,530.      944,670.      MT  (+/- 180 meters Scaled)
 KA0633
 KA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ375897(NAD 83)
 KA0633
 KA0633                          SUPERSEDED SURVEY CONTROL
 KA0633
 KA0633  NGVD 29 (??/??/92)  250.014  (m)          820.25   (f) ADJ UNCH    1 2
 KA0633
 KA0633.Superseded values are not recommended for survey control.
 KA0633
 KA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0633.See file dsdata.pdf to determine how the superseded data were derived.
 KA0633
 KA0633_MARKER: DB = BENCH MARK DISK
 KA0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0633_SP_SET: HEADWALL
 KA0633_STAMPING: U 62 1946
 KA0633_MARK LOGO: CGS
 KA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0633+STABILITY: SURFACE MOTION
 KA0633
 KA0633  HISTORY     - Date     Condition        Report By
 KA0633  HISTORY     - 1946     MONUMENTED       CGS
 KA0633  HISTORY     - 1985     GOOD             NGS
 KA0633
 KA0633                          STATION DESCRIPTION
 KA0633
 KA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0633'3.9 MI E FROM STILESVILLE.
 KA0633'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0633'AT STILESVILLE, ABOUT 0.45 MILE WEST OF THE ORCHARD TERRACE
 KA0633'TOURIST COTTAGES AND CAFE ON THE NORTH SIDE OF THE HIGHWAY, 0.15
 KA0633'MILE WEST OF A GRAVEL ROAD, SET IN THE TOP OF THE EAST END OF
 KA0633'SOUTH HEAD WALL OF A 4 FOOT CONCRETE CULVERT, 31 FEET SOUTH OF
 KA0633'AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE EAST BOUND TRAFFIC
 KA0633'LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 62 1946.
 KA0633'NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF STATE
 KA0633'HIGHWAY 39 AND U.S. HIGHWAY 40 AT BELLEVILLE BY GOING ABOUT 4.2
 KA0633'MILES WEST ALONG U.S. HIGHWAY 40.
 KA0633
 KA0633                          STATION RECOVERY (1985)
 KA0633
 KA0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0633'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.8 KM (4.2 MI)
 KA0633'WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY 39
 KA0633'IN BELLEVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0691 ***********************************************************************
 KA0691  DESIGNATION -  U 63
 KA0691  PID         -  KA0691
 KA0691  STATE/COUNTY-  IN/MORGAN
 KA0691  COUNTRY     -  US
 KA0691  USGS QUAD   -  HALL (2019)
 KA0691
 KA0691                         *CURRENT SURVEY CONTROL
 KA0691  ______________________________________________________________________
 KA0691* NAD 83(1986) POSITION- 39 34 45.     (N) 086 32 50.     (W)   SCALED
 KA0691* NAVD 88 ORTHO HEIGHT -   230.906 (meters)      757.56  (feet) ADJUSTED
 KA0691  ______________________________________________________________________
 KA0691  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KA0691  DYNAMIC HEIGHT  -        230.777 (meters)      757.14  (feet) COMP
 KA0691  MODELED GRAVITY -    980,061.8   (mgal)                       NAVD 88
 KA0691
 KA0691  VERT ORDER      -  SECOND    CLASS 0
 KA0691
 KA0691.The horizontal coordinates were scaled from a map and have
 KA0691.an estimated accuracy of +/- 6 seconds.
 KA0691
 KA0691.The orthometric height was determined by differential leveling and
 KA0691.adjusted by the NATIONAL GEODETIC SURVEY
 KA0691.in June 1991.
 KA0691
 KA0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0691.GEOID18 height accuracy estimate available here.
 KA0691
 KA0691.Click photographs - Photos may exist for this station.
 KA0691
 KA0691.The dynamic height is computed by dividing the NAVD 88
 KA0691.geopotential number by the normal gravity value computed on the
 KA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0691.degrees latitude (g = 980.6199 gals.).
 KA0691
 KA0691.The modeled gravity was interpolated from observed gravity values.
 KA0691
 KA0691;                    North         East    Units  Estimated Accuracy
 KA0691;SPC IN W     -   480,930.      946,060.      MT  (+/- 180 meters Scaled)
 KA0691
 KA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388811(NAD 83)
 KA0691
 KA0691                          SUPERSEDED SURVEY CONTROL
 KA0691
 KA0691  NGVD 29 (??/??/92)  231.019  (m)          757.93   (f) ADJ UNCH    2 0
 KA0691
 KA0691.Superseded values are not recommended for survey control.
 KA0691
 KA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0691.See file dsdata.pdf to determine how the superseded data were derived.
 KA0691
 KA0691_MARKER: DB = BENCH MARK DISK
 KA0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0691_SP_SET: BRIDGE
 KA0691_STAMPING: U 63 1946
 KA0691_MARK LOGO: CGS
 KA0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0691
 KA0691  HISTORY     - Date     Condition        Report By
 KA0691  HISTORY     - 1946     MONUMENTED       CGS
 KA0691  HISTORY     - 20110525 MARK NOT FOUND   GEOCAC
 KA0691
 KA0691                          STATION DESCRIPTION
 KA0691
 KA0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0691'2.3 MI E FROM CROWN POINT.
 KA0691'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 42 FROM THE CROSS ROAD
 KA0691'AT CROWN CENTER, ABOUT 0.4 MILE WEST OF THE ABANDONED DISTRICT
 KA0691'5 SCHOOL, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KA0691'RAILING OF A 25 FOOT CONCRETE BRIDGE NO. 42-G-57.08, 15 FEET
 KA0691'NORTH OF AND ABOUT 3.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY.
 KA0691'A STANDARD DISK, STAMPED U 63 1946.  NOTE-- THIS MARK MAY BE
 KA0691'REACHED FROM THE POST OFFICE AT MONROVIA BY GOING 3.05 MILES
 KA0691'WEST ALONG STATE HIGHWAY 42.
 KA0691
 KA0691                          STATION RECOVERY (2011)
 KA0691
 KA0691'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0691'THE BRIDGE HAS BEEN REPLACED, AND THE MARK PRESUMED DESTROYED. A IN
 KA0691'DOT MARK HAS BEEN PLACED ON THE NORTHEAST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0109 ***********************************************************************
 KA0109  DESIGNATION -  U 64
 KA0109  PID         -  KA0109
 KA0109  STATE/COUNTY-  IN/MARION
 KA0109  COUNTRY     -  US
 KA0109  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0109
 KA0109                         *CURRENT SURVEY CONTROL
 KA0109  ______________________________________________________________________
 KA0109* NAD 83(1986) POSITION- 39 45 45.     (N) 086 09 55.     (W)   SCALED
 KA0109* NAVD 88 ORTHO HEIGHT -   214.763 (meters)      704.60  (feet) ADJUSTED
 KA0109  ______________________________________________________________________
 KA0109  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 KA0109  DYNAMIC HEIGHT  -        214.645 (meters)      704.21  (feet) COMP
 KA0109  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 KA0109
 KA0109  VERT ORDER      -  FIRST     CLASS II
 KA0109
 KA0109.The horizontal coordinates were scaled from a map and have
 KA0109.an estimated accuracy of +/- 6 seconds.
 KA0109
 KA0109.The orthometric height was determined by differential leveling and
 KA0109.adjusted by the NATIONAL GEODETIC SURVEY
 KA0109.in June 1991.
 KA0109
 KA0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0109.GEOID18 height accuracy estimate available here.
 KA0109
 KA0109.Click photographs - Photos may exist for this station.
 KA0109
 KA0109.The dynamic height is computed by dividing the NAVD 88
 KA0109.geopotential number by the normal gravity value computed on the
 KA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0109.degrees latitude (g = 980.6199 gals.).
 KA0109
 KA0109.The modeled gravity was interpolated from observed gravity values.
 KA0109
 KA0109;                    North         East    Units  Estimated Accuracy
 KA0109;SPC IN E     -   501,270.       57,280.      MT  (+/- 180 meters Scaled)
 KA0109
 KA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK714017(NAD 83)
 KA0109
 KA0109                          SUPERSEDED SURVEY CONTROL
 KA0109
 KA0109  NGVD 29 (??/??/92)  214.902  (m)          705.06   (f) ADJ UNCH    1 2
 KA0109
 KA0109.Superseded values are not recommended for survey control.
 KA0109
 KA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0109.See file dsdata.pdf to determine how the superseded data were derived.
 KA0109
 KA0109_MARKER: DB = BENCH MARK DISK
 KA0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0109_SP_SET: OVERPASS
 KA0109_STAMPING: U 64 1946
 KA0109_MARK LOGO: CGS
 KA0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0109
 KA0109  HISTORY     - Date     Condition        Report By
 KA0109  HISTORY     - 1946     MONUMENTED       CGS
 KA0109  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0109
 KA0109                          STATION DESCRIPTION
 KA0109
 KA0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0109'AT INDIANAPOLIS.
 KA0109'AT INDIANAPOLIS, SET VERTICALLY IN THE WEST FACE OF THE SOUTHEAST
 KA0109'ABUTMENT OF THE RAILROAD OVERPASS AT THE INTERSECTION OF MISSOURI
 KA0109'STREET AND KENTUCKY AVENUE, ON THE SOUTHEAST SIDE OF MISSOURI
 KA0109'STREET, 4 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND 4
 KA0109'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED U 64 1946.
 KA0109
 KA0109                          STATION RECOVERY (1985)
 KA0109
 KA0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0551 ***********************************************************************
 KA0551  DESIGNATION -  U 65
 KA0551  PID         -  KA0551
 KA0551  STATE/COUNTY-  IN/MORGAN
 KA0551  COUNTRY     -  US
 KA0551  USGS QUAD   -  PARAGON (2019)
 KA0551
 KA0551                         *CURRENT SURVEY CONTROL
 KA0551  ______________________________________________________________________
 KA0551* NAD 83(1986) POSITION- 39 28 12.     (N) 086 36 14.     (W)   SCALED
 KA0551* NAVD 88 ORTHO HEIGHT -   244.028 (meters)      800.62  (feet) ADJUSTED
 KA0551  ______________________________________________________________________
 KA0551  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KA0551  DYNAMIC HEIGHT  -        243.889 (meters)      800.16  (feet) COMP
 KA0551  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 KA0551
 KA0551  VERT ORDER      -  SECOND    CLASS 0
 KA0551
 KA0551.The horizontal coordinates were scaled from a map and have
 KA0551.an estimated accuracy of +/- 6 seconds.
 KA0551
 KA0551.The orthometric height was determined by differential leveling and
 KA0551.adjusted by the NATIONAL GEODETIC SURVEY
 KA0551.in June 1991.
 KA0551
 KA0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0551.GEOID18 height accuracy estimate available here.
 KA0551
 KA0551.Click photographs - Photos may exist for this station.
 KA0551
 KA0551.The dynamic height is computed by dividing the NAVD 88
 KA0551.geopotential number by the normal gravity value computed on the
 KA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0551.degrees latitude (g = 980.6199 gals.).
 KA0551
 KA0551.The modeled gravity was interpolated from observed gravity values.
 KA0551
 KA0551;                    North         East    Units  Estimated Accuracy
 KA0551;SPC IN W     -   468,780.      941,260.      MT  (+/- 180 meters Scaled)
 KA0551
 KA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ340690(NAD 83)
 KA0551
 KA0551                          SUPERSEDED SURVEY CONTROL
 KA0551
 KA0551  NGVD 29 (??/??/92)  244.147  (m)          801.01   (f) ADJ UNCH    2 0
 KA0551
 KA0551.Superseded values are not recommended for survey control.
 KA0551
 KA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0551.See file dsdata.pdf to determine how the superseded data were derived.
 KA0551
 KA0551_MARKER: DB = BENCH MARK DISK
 KA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0551_STAMPING: U 65 1946
 KA0551_MARK LOGO: CGS
 KA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0551+STABILITY: SURFACE MOTION
 KA0551
 KA0551  HISTORY     - Date     Condition        Report By
 KA0551  HISTORY     - 1946     MONUMENTED       CGS
 KA0551
 KA0551                          STATION DESCRIPTION
 KA0551
 KA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0551'1.4 MI W FROM WAKELAND.
 KA0551'ALONG THE WAKELAND-LEWISVILLE ROAD ABOUT 1.45 MILE WEST OF THE
 KA0551'CROSS ROADS AT WAKELAND AND ABOUT 1.55 MILE EAST OF THE CROSS
 KA0551'ROADS AT LEWISVILLE, AT THE JUNCTION WITH A ROAD LEADING SOUTH, 34
 KA0551'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 25 FEET WEST OF THE
 KA0551'CENTER LINE OF THE SIDE ROAD, 32 FEET SOUTHEAST OF A FENCE CORNER,
 KA0551'18 FEET SOUTH OF THE SOUTH CONCRETE HEADWALL OF A 14-INCH PIPE
 KA0551'CULVERT UNDER THE MAIN ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN
 KA0551'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.  A STANDARD
 KA0551'DISK, STAMPED U 65 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0551'PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1085 ***********************************************************************
 KA1085  DESIGNATION -  U 66
 KA1085  PID         -  KA1085
 KA1085  STATE/COUNTY-  IN/VIGO
 KA1085  COUNTRY     -  US
 KA1085  USGS QUAD   -  SEELYVILLE (2019)
 KA1085
 KA1085                         *CURRENT SURVEY CONTROL
 KA1085  ______________________________________________________________________
 KA1085* NAD 83(1986) POSITION- 39 29 32.     (N) 087 16 35.     (W)   SCALED
 KA1085* NAVD 88 ORTHO HEIGHT -   183.997 (meters)      603.66  (feet) ADJUSTED
 KA1085  ______________________________________________________________________
 KA1085  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA1085  DYNAMIC HEIGHT  -        183.891 (meters)      603.32  (feet) COMP
 KA1085  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 KA1085
 KA1085  VERT ORDER      -  FIRST     CLASS II
 KA1085
 KA1085.The horizontal coordinates were scaled from a map and have
 KA1085.an estimated accuracy of +/- 6 seconds.
 KA1085
 KA1085.The orthometric height was determined by differential leveling and
 KA1085.adjusted by the NATIONAL GEODETIC SURVEY
 KA1085.in June 1991.
 KA1085
 KA1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1085.GEOID18 height accuracy estimate available here.
 KA1085
 KA1085.Click photographs - Photos may exist for this station.
 KA1085
 KA1085.The dynamic height is computed by dividing the NAVD 88
 KA1085.geopotential number by the normal gravity value computed on the
 KA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1085.degrees latitude (g = 980.6199 gals.).
 KA1085
 KA1085.The modeled gravity was interpolated from observed gravity values.
 KA1085
 KA1085;                    North         East    Units  Estimated Accuracy
 KA1085;SPC IN W     -   471,160.      883,390.      MT  (+/- 180 meters Scaled)
 KA1085
 KA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ762714(NAD 83)
 KA1085
 KA1085                          SUPERSEDED SURVEY CONTROL
 KA1085
 KA1085  NGVD 29 (??/??/92)  184.114  (m)          604.05   (f) ADJ UNCH    1 2
 KA1085
 KA1085.Superseded values are not recommended for survey control.
 KA1085
 KA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1085.See file dsdata.pdf to determine how the superseded data were derived.
 KA1085
 KA1085_MARKER: DB = BENCH MARK DISK
 KA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1085_STAMPING: U 66 1946
 KA1085_MARK LOGO: CGS
 KA1085_PROJECTION: FLUSH
 KA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1085+STABILITY: SURFACE MOTION
 KA1085
 KA1085  HISTORY     - Date     Condition        Report By
 KA1085  HISTORY     - 1946     MONUMENTED       CGS
 KA1085  HISTORY     - 1985     GOOD             NGS
 KA1085  HISTORY     - 19900428 POOR             USPSQD
 KA1085
 KA1085                          STATION DESCRIPTION
 KA1085
 KA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1085'0.5 MI W FROM SEELYVILLE.
 KA1085'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA1085'AT SEELYVILLE, AT A CROSS ROAD, ABOUT 175 FEET NORTHEAST OF AND
 KA1085'ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE STULTZ
 KA1085'GROCERY AND SERVICE STATION, AND DIRECTLY OPPOSITE THE GRIST
 KA1085'TRAILER SALES COMPANY, 50 FEET EAST OF THE CENTER LINE OF THE
 KA1085'ROAD LEADNG NORTH, 40.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 KA1085'CENTER LINE OF THE HIGHWAY, 75 FEET SOUTH OF THE SOUTHEAST
 KA1085'CORNER OF A HOUSE WITH A HEDGE FENCE AROUND IT, 4 FEET WEST OF
 KA1085'POWER LINE POLE NO. 375-726, AND 2 FEET EAST OF A WHITE WOODEN
 KA1085'WITNESS POST.  A STANDARD DISK, STAMPED U 66 1946 AND SET IN THE
 KA1085'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1085
 KA1085                          STATION RECOVERY (1985)
 KA1085
 KA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1085'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLLOWS.  12.4 KM
 KA1085'(7.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE IN
 KA1085'TERRE HAUTE, OR 13.6 KM (8.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40
 KA1085'FROM ITS JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, 15.7 M (51.5 FT)
 KA1085'EAST OF THE CENTER OF STOP 18 ROAD, 12.1 M (39.7 FT) WEST OF UTILITY
 KA1085'POLE NUMBER 375-726, AND 8.3 M (27.2 FT) NORTHWEST OF THE CENTERLINE
 KA1085'OF THE WEST BOUND LANES OF THE HIGHWAY.
 KA1085'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KA1085
 KA1085                          STATION RECOVERY (1990)
 KA1085
 KA1085'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1085'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0511 ***********************************************************************
 KA0511  DESIGNATION -  U 67
 KA0511  PID         -  KA0511
 KA0511  STATE/COUNTY-  IN/OWEN
 KA0511  COUNTRY     -  US
 KA0511  USGS QUAD   -  PATRICKSBURG (2019)
 KA0511
 KA0511                         *CURRENT SURVEY CONTROL
 KA0511  ______________________________________________________________________
 KA0511* NAD 83(1986) POSITION- 39 19 30.     (N) 086 57 56.     (W)   SCALED
 KA0511* NAVD 88 ORTHO HEIGHT -   187.774 (meters)      616.06  (feet) ADJUSTED
 KA0511  ______________________________________________________________________
 KA0511  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 KA0511  DYNAMIC HEIGHT  -        187.663 (meters)      615.69  (feet) COMP
 KA0511  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 KA0511
 KA0511  VERT ORDER      -  SECOND    CLASS 0
 KA0511
 KA0511.The horizontal coordinates were scaled from a map and have
 KA0511.an estimated accuracy of +/- 6 seconds.
 KA0511
 KA0511.The orthometric height was determined by differential leveling and
 KA0511.adjusted by the NATIONAL GEODETIC SURVEY
 KA0511.in June 1991.
 KA0511
 KA0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0511.GEOID18 height accuracy estimate available here.
 KA0511
 KA0511.Click photographs - Photos may exist for this station.
 KA0511
 KA0511.The dynamic height is computed by dividing the NAVD 88
 KA0511.geopotential number by the normal gravity value computed on the
 KA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0511.degrees latitude (g = 980.6199 gals.).
 KA0511
 KA0511.The modeled gravity was interpolated from observed gravity values.
 KA0511
 KA0511;                    North         East    Units  Estimated Accuracy
 KA0511;SPC IN W     -   452,580.      910,160.      MT  (+/- 180 meters Scaled)
 KA0511
 KA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ029528(NAD 83)
 KA0511
 KA0511                          SUPERSEDED SURVEY CONTROL
 KA0511
 KA0511  NGVD 29 (??/??/92)  187.892  (m)          616.44   (f) ADJ UNCH    2 0
 KA0511
 KA0511.Superseded values are not recommended for survey control.
 KA0511
 KA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0511.See file dsdata.pdf to determine how the superseded data were derived.
 KA0511
 KA0511_MARKER: DB = BENCH MARK DISK
 KA0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0511_SP_SET: BRIDGE
 KA0511_STAMPING: U 67 1946
 KA0511_MARK LOGO: CGS
 KA0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0511
 KA0511  HISTORY     - Date     Condition        Report By
 KA0511  HISTORY     - 1946     MONUMENTED       CGS
 KA0511
 KA0511                          STATION DESCRIPTION
 KA0511
 KA0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0511'1.5 MI NW FROM PATRICKSBURG.
 KA0511'0.7 MILE WEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT
 KA0511'PATRICKSBURG, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 KA0511'0.15 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, SET
 KA0511'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF AN 11 FOOT
 KA0511'CONCRETE BRIDGE, 11 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 KA0511'LINE OF THE ROAD.  A STANDARD DISK, STAMPED U 67 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0938 ***********************************************************************
 KA0938  DESIGNATION -  U 68
 KA0938  PID         -  KA0938
 KA0938  STATE/COUNTY-  IN/CLAY
 KA0938  COUNTRY     -  US
 KA0938  USGS QUAD   -  BRAZIL EAST (2019)
 KA0938
 KA0938                         *CURRENT SURVEY CONTROL
 KA0938  ______________________________________________________________________
 KA0938* NAD 83(1986) POSITION- 39 31 57.     (N) 087 04 14.     (W)   SCALED
 KA0938* NAVD 88 ORTHO HEIGHT -   205.141 (meters)      673.03  (feet) ADJUSTED
 KA0938  ______________________________________________________________________
 KA0938  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KA0938  DYNAMIC HEIGHT  -        205.023 (meters)      672.65  (feet) COMP
 KA0938  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 KA0938
 KA0938  VERT ORDER      -  SECOND    CLASS 0
 KA0938
 KA0938.The horizontal coordinates were scaled from a map and have
 KA0938.an estimated accuracy of +/- 6 seconds.
 KA0938
 KA0938.The orthometric height was determined by differential leveling and
 KA0938.adjusted by the NATIONAL GEODETIC SURVEY
 KA0938.in June 1991.
 KA0938
 KA0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0938.GEOID18 height accuracy estimate available here.
 KA0938
 KA0938.Click photographs - Photos may exist for this station.
 KA0938
 KA0938.The dynamic height is computed by dividing the NAVD 88
 KA0938.geopotential number by the normal gravity value computed on the
 KA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0938.degrees latitude (g = 980.6199 gals.).
 KA0938
 KA0938.The modeled gravity was interpolated from observed gravity values.
 KA0938
 KA0938;                    North         East    Units  Estimated Accuracy
 KA0938;SPC IN W     -   475,610.      901,100.      MT  (+/- 180 meters Scaled)
 KA0938
 KA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ939758(NAD 83)
 KA0938
 KA0938                          SUPERSEDED SURVEY CONTROL
 KA0938
 KA0938  NGVD 29 (??/??/92)  205.246  (m)          673.38   (f) ADJ UNCH    2 0
 KA0938
 KA0938.Superseded values are not recommended for survey control.
 KA0938
 KA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0938.See file dsdata.pdf to determine how the superseded data were derived.
 KA0938
 KA0938_MARKER: DB = BENCH MARK DISK
 KA0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0938_STAMPING: U 68 1946
 KA0938_MARK LOGO: CGS
 KA0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0938+STABILITY: SURFACE MOTION
 KA0938
 KA0938  HISTORY     - Date     Condition        Report By
 KA0938  HISTORY     - 1946     MONUMENTED       CGS
 KA0938
 KA0938                          STATION DESCRIPTION
 KA0938
 KA0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0938'AT HARMONY.
 KA0938'AT HARMONY, 0.1 MILE SOUTHEAST OF THE POST OFFICE, AT THE CROSSING
 KA0938'OF THE PENNSYLVANIA RAILROAD, 60 FEET NORTH OF THE NORTHWEST
 KA0938'CORNER OF AN OLD 2 STORY HOUSE, 51 FEET SOUTH OF THE CENTER LINE
 KA0938'OF THE MAIN TRACK, 17 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 KA0938'LINE OF THE ROAD, 11.8 FEET SOUTH OF TELEPHONE POLE NO. 5330,
 KA0938'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0938'DISK, STAMPED U 68 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0938'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0520 ***********************************************************************
 KA0520  DESIGNATION -  U 69
 KA0520  PID         -  KA0520
 KA0520  STATE/COUNTY-  IN/OWEN
 KA0520  COUNTRY     -  US
 KA0520  USGS QUAD   -  POLAND (2019)
 KA0520
 KA0520                         *CURRENT SURVEY CONTROL
 KA0520  ______________________________________________________________________
 KA0520* NAD 83(1986) POSITION- 39 23 07.     (N) 086 54 51.     (W)   SCALED
 KA0520* NAVD 88 ORTHO HEIGHT -   214.339 (meters)      703.21  (feet) ADJUSTED
 KA0520  ______________________________________________________________________
 KA0520  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KA0520  DYNAMIC HEIGHT  -        214.214 (meters)      702.80  (feet) COMP
 KA0520  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 KA0520
 KA0520  VERT ORDER      -  SECOND    CLASS 0
 KA0520
 KA0520.The horizontal coordinates were scaled from a map and have
 KA0520.an estimated accuracy of +/- 6 seconds.
 KA0520
 KA0520.The orthometric height was determined by differential leveling and
 KA0520.adjusted by the NATIONAL GEODETIC SURVEY
 KA0520.in June 1991.
 KA0520
 KA0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0520.GEOID18 height accuracy estimate available here.
 KA0520
 KA0520.Click photographs - Photos may exist for this station.
 KA0520
 KA0520.The dynamic height is computed by dividing the NAVD 88
 KA0520.geopotential number by the normal gravity value computed on the
 KA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0520.degrees latitude (g = 980.6199 gals.).
 KA0520
 KA0520.The modeled gravity was interpolated from observed gravity values.
 KA0520
 KA0520;                    North         East    Units  Estimated Accuracy
 KA0520;SPC IN W     -   459,280.      914,570.      MT  (+/- 180 meters Scaled)
 KA0520
 KA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ073595(NAD 83)
 KA0520
 KA0520                          SUPERSEDED SURVEY CONTROL
 KA0520
 KA0520  NGVD 29 (??/??/92)  214.457  (m)          703.60   (f) ADJ UNCH    2 0
 KA0520
 KA0520.Superseded values are not recommended for survey control.
 KA0520
 KA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0520.See file dsdata.pdf to determine how the superseded data were derived.
 KA0520
 KA0520_MARKER: DB = BENCH MARK DISK
 KA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0520_STAMPING: U 69 1946
 KA0520_MARK LOGO: CGS
 KA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0520+STABILITY: SURFACE MOTION
 KA0520
 KA0520  HISTORY     - Date     Condition        Report By
 KA0520  HISTORY     - 1946     MONUMENTED       CGS
 KA0520
 KA0520                          STATION DESCRIPTION
 KA0520
 KA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0520'1 MI S FROM JORDAN.
 KA0520'0.95 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COMMUNITY
 KA0520'PRESBYTERIAN CHURCH AT JORDAN, 0.4 MILE EAST OF A CROSSING OF
 KA0520'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, AT A CROSS
 KA0520'ROAD AND SET IN THE NORTHWEST CORNER OF A PASTURE, 20 FEET SOUTH
 KA0520'OF THE CENTER LINE OF THE ROAD LEADING EAST, 17 FEET EAST OF
 KA0520'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD SOUTH, 3.5
 KA0520'FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF A WHITE
 KA0520'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 69 1946 AND
 KA0520'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0520'GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 KA0520'IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0232 ***********************************************************************
 ME0232  DESIGNATION -  U 7
 ME0232  PID         -  ME0232
 ME0232  STATE/COUNTY-  IN/MARSHALL
 ME0232  COUNTRY     -  US
 ME0232  USGS QUAD   -  BOURBON (2019)
 ME0232
 ME0232                         *CURRENT SURVEY CONTROL
 ME0232  ______________________________________________________________________
 ME0232* NAD 83(1986) POSITION- 41 17 39.     (N) 086 06 53.     (W)   SCALED
 ME0232* NAVD 88 ORTHO HEIGHT -   256.821 (meters)      842.59  (feet) ADJUSTED
 ME0232  ______________________________________________________________________
 ME0232  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 ME0232  DYNAMIC HEIGHT  -        256.715 (meters)      842.24  (feet) COMP
 ME0232  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 ME0232
 ME0232  VERT ORDER      -  FIRST     CLASS II
 ME0232
 ME0232.The horizontal coordinates were scaled from a map and have
 ME0232.an estimated accuracy of +/- 6 seconds.
 ME0232
 ME0232.The orthometric height was determined by differential leveling and
 ME0232.adjusted by the NATIONAL GEODETIC SURVEY
 ME0232.in June 1991.
 ME0232
 ME0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0232.GEOID18 height accuracy estimate available here.
 ME0232
 ME0232.Click photographs - Photos may exist for this station.
 ME0232
 ME0232.The dynamic height is computed by dividing the NAVD 88
 ME0232.geopotential number by the normal gravity value computed on the
 ME0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0232.degrees latitude (g = 980.6199 gals.).
 ME0232
 ME0232.The modeled gravity was interpolated from observed gravity values.
 ME0232
 ME0232;                    North         East    Units  Estimated Accuracy
 ME0232;SPC IN E     -   671,320.       62,470.      MT  (+/- 180 meters Scaled)
 ME0232
 ME0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL741717(NAD 83)
 ME0232
 ME0232                          SUPERSEDED SURVEY CONTROL
 ME0232
 ME0232  NGVD 29 (??/??/92)  256.945  (m)          842.99   (f) ADJ UNCH    1 2
 ME0232
 ME0232.Superseded values are not recommended for survey control.
 ME0232
 ME0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0232.See file dsdata.pdf to determine how the superseded data were derived.
 ME0232
 ME0232_MARKER: DB = BENCH MARK DISK
 ME0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0232_STAMPING: ELEV 842.971 FT U 7
 ME0232_MARK LOGO: CGS
 ME0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0232+STABILITY: SURFACE MOTION
 ME0232
 ME0232  HISTORY     - Date     Condition        Report By
 ME0232  HISTORY     - 1916     MONUMENTED       CGS
 ME0232  HISTORY     - 1946     GOOD             CGS
 ME0232
 ME0232                          STATION DESCRIPTION
 ME0232
 ME0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0232'AT BOURBON.
 ME0232'AT BOURBON, 87.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 ME0232'PENNSYLVANIA RAILROAD STATION, 60 FEET NORTH OF THE NORTH RAIL OF
 ME0232'THE WEST BOUND TRACK, 34 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 ME0232'OF LAWRENCE WAREHOUSE COMPANY BUILDING, 13 FEET NORTHWEST OF A
 ME0232'42-INCH MAPLE TREE, 23 FEET NORTHEAST OF A 32-INCH MAPLE TREE,
 ME0232'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A STONE POST
 ME0232'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0941 ***********************************************************************
 KA0941  DESIGNATION -  U 70
 KA0941  PID         -  KA0941
 KA0941  STATE/COUNTY-  IN/CLAY
 KA0941  COUNTRY     -  US
 KA0941  USGS QUAD   -  BRAZIL EAST (2019)
 KA0941
 KA0941                         *CURRENT SURVEY CONTROL
 KA0941  ______________________________________________________________________
 KA0941* NAD 83(1986) POSITION- 39 31 36.50   (N) 087 06 44.41   (W)   HD_HELD1
 KA0941* NAVD 88 ORTHO HEIGHT -   203.081 (meters)      666.27  (feet) ADJUSTED
 KA0941  ______________________________________________________________________
 KA0941  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA0941  DYNAMIC HEIGHT  -        202.964 (meters)      665.89  (feet) COMP
 KA0941  MODELED GRAVITY -    980,044.4   (mgal)                       NAVD 88
 KA0941
 KA0941  VERT ORDER      -  FIRST     CLASS II
 KA0941
 KA0941.The horizontal coordinates were determined by differentially corrected
 KA0941.hand held GPS observations or other comparable positioning techniques
 KA0941.and have an estimated accuracy of +/- 3 meters.
 KA0941
 KA0941.The orthometric height was determined by differential leveling and
 KA0941.adjusted by the NATIONAL GEODETIC SURVEY
 KA0941.in June 1991.
 KA0941
 KA0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0941.GEOID18 height accuracy estimate available here.
 KA0941
 KA0941.Click photographs - Photos may exist for this station.
 KA0941
 KA0941.The dynamic height is computed by dividing the NAVD 88
 KA0941.geopotential number by the normal gravity value computed on the
 KA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0941.degrees latitude (g = 980.6199 gals.).
 KA0941
 KA0941.The modeled gravity was interpolated from observed gravity values.
 KA0941
 KA0941;                    North         East    Units  Estimated Accuracy
 KA0941;SPC IN W     -   474,981.0     897,506.4     MT  (+/- 3 meters HH1 GPS) 
 KA0941
 KA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9034575245(NAD 83)
 KA0941
 KA0941                          SUPERSEDED SURVEY CONTROL
 KA0941
 KA0941  NGVD 29 (??/??/92)  203.187  (m)          666.62   (f) ADJ UNCH    1 2
 KA0941
 KA0941.Superseded values are not recommended for survey control.
 KA0941
 KA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0941.See file dsdata.pdf to determine how the superseded data were derived.
 KA0941
 KA0941_MARKER: DB = BENCH MARK DISK
 KA0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0941_STAMPING: U 70 1946
 KA0941_MARK LOGO: CGS
 KA0941_PROJECTION: PROJECTING 5 CENTIMETERS
 KA0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0941+STABILITY: SURFACE MOTION
 KA0941
 KA0941  HISTORY     - Date     Condition        Report By
 KA0941  HISTORY     - 1946     MONUMENTED       CGS
 KA0941  HISTORY     - 1985     GOOD             NGS
 KA0941
 KA0941                          STATION DESCRIPTION
 KA0941
 KA0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0941'AT BRAZIL.
 KA0941'AT BRAZIL, 0.4 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE CLAY
 KA0941'COUNTY COURT HOUSE, AT THE SOUTHWEST CORNER OF THE HOSPITAL
 KA0941'GROUNDS, 42 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA0941'OF THE HIGHWAY, 24 FEET EAST OF THE CENTERLINE OF THE AMBULANCE
 KA0941'DRIVE TO THE HOSPITAL, 2.5 FEET SOUTH OF A BRICK LAMP POST.  A
 KA0941'STANDARD DISK, STAMPED U 70 1946 AND SET IN THE TOP OF A CONCRETE
 KA0941'POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0941
 KA0941                          STATION RECOVERY (1985)
 KA0941
 KA0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0941'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOILLOWS.  IN BRAZIL,
 KA0941'AT THE INTERSECTION OF U.S. HIGHWAY 40 AND SYCAMORE STREET, NEAR THE
 KA0941'SOUTHWEST CORNER OF THE CLAY COUNTY HOSPITAL LAWN, 9.8 M (32.2 FT)
 KA0941'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 6.6 M
 KA0941'(21.7 FT) EAST OF THE CENTER OF THE STREET, 4.0 M (13.1 FT) NORTH OF
 KA0941'UTILITY POLE NUMBER 385-798, AND 0.7 M (2.3 FT) SOUTHWEST OF THE
 KA0941'SOUTHWEST CORNER OF A 3 BY 3 FOOT BRICK STREET LIGHT FOUNDATION.
 KA0941'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0819 ***********************************************************************
 KA0819  DESIGNATION -  U 71
 KA0819  PID         -  KA0819
 KA0819  STATE/COUNTY-  IN/PARKE
 KA0819  COUNTRY     -  US
 KA0819  USGS QUAD   -  BELLMORE (2019)
 KA0819
 KA0819                         *CURRENT SURVEY CONTROL
 KA0819  ______________________________________________________________________
 KA0819* NAD 83(1986) POSITION- 39 45 30.70   (N) 087 05 26.47   (W)   HD_HELD1
 KA0819* NAVD 88 ORTHO HEIGHT -   222.163 (meters)      728.88  (feet) ADJUSTED
 KA0819  ______________________________________________________________________
 KA0819  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 KA0819  DYNAMIC HEIGHT  -        222.037 (meters)      728.47  (feet) COMP
 KA0819  MODELED GRAVITY -    980,052.6   (mgal)                       NAVD 88
 KA0819
 KA0819  VERT ORDER      -  SECOND    CLASS 0
 KA0819
 KA0819.The horizontal coordinates were determined by differentially corrected
 KA0819.hand held GPS observations or other comparable positioning techniques
 KA0819.and have an estimated accuracy of +/- 3 meters.
 KA0819
 KA0819.The orthometric height was determined by differential leveling and
 KA0819.adjusted by the NATIONAL GEODETIC SURVEY
 KA0819.in June 1991.
 KA0819
 KA0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0819.GEOID18 height accuracy estimate available here.
 KA0819
 KA0819.Click photographs - Photos may exist for this station.
 KA0819
 KA0819.The dynamic height is computed by dividing the NAVD 88
 KA0819.geopotential number by the normal gravity value computed on the
 KA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0819.degrees latitude (g = 980.6199 gals.).
 KA0819
 KA0819.The modeled gravity was interpolated from observed gravity values.
 KA0819
 KA0819;                    North         East    Units  Estimated Accuracy
 KA0819;SPC IN W     -   500,707.3     899,369.9     MT  (+/- 3 meters HH1 GPS) 
 KA0819
 KA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9223100960(NAD 83)
 KA0819
 KA0819                          SUPERSEDED SURVEY CONTROL
 KA0819
 KA0819  NGVD 29 (??/??/92)  222.261  (m)          729.20   (f) ADJ UNCH    2 0
 KA0819
 KA0819.Superseded values are not recommended for survey control.
 KA0819
 KA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0819.See file dsdata.pdf to determine how the superseded data were derived.
 KA0819
 KA0819_MARKER: DB = BENCH MARK DISK
 KA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0819_STAMPING: U 71 1946
 KA0819_MARK LOGO: CGS
 KA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0819+STABILITY: SURFACE MOTION
 KA0819
 KA0819  HISTORY     - Date     Condition        Report By
 KA0819  HISTORY     - 1946     MONUMENTED       CGS
 KA0819  HISTORY     - 20061213 MARK NOT FOUND   INDOT
 KA0819
 KA0819                          STATION DESCRIPTION
 KA0819
 KA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0819'0.8 MI E FROM BELLMORE.
 KA0819'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY
 KA0819'HALL AT BELLMORE, AT THE UNION TOWNSHIP SCHOOL, 3 FEET WEST OF
 KA0819'THE NORTHWEST CORNER OF THE BUILDING, 137 FEET SOUTH OF THE
 KA0819'CENTER LINE OF THE HIGHWAY, 39.5 FEET SOUTH OF A FLAG POLE ON
 KA0819'THE SOUTH SIDE OF THE DRIVEWAY, 66.5 FEET EAST OF A NORTH-SOUTH
 KA0819'WIRE FENCE LINE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0819'DISK, STAMPED U 71 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0819'PROJECTING 4 INCHES ABOVE GROUND.
 KA0819
 KA0819                          STATION RECOVERY (2006)
 KA0819
 KA0819'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0819'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0576 ***********************************************************************
 KA0576  DESIGNATION -  U 72
 KA0576  PID         -  KA0576
 KA0576  STATE/COUNTY-  IN/HENDRICKS
 KA0576  COUNTRY     -  US
 KA0576  USGS QUAD   -  NORTH SALEM (2019)
 KA0576
 KA0576                         *CURRENT SURVEY CONTROL
 KA0576  ______________________________________________________________________
 KA0576* NAD 83(1986) POSITION- 39 45 33.     (N) 086 39 05.     (W)   SCALED
 KA0576* NAVD 88 ORTHO HEIGHT -   289.326 (meters)      949.23  (feet) ADJUSTED
 KA0576  ______________________________________________________________________
 KA0576  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 KA0576  DYNAMIC HEIGHT  -        289.167 (meters)      948.71  (feet) COMP
 KA0576  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 KA0576
 KA0576  VERT ORDER      -  SECOND    CLASS 0
 KA0576
 KA0576.The horizontal coordinates were scaled from a map and have
 KA0576.an estimated accuracy of +/- 6 seconds.
 KA0576
 KA0576.The orthometric height was determined by differential leveling and
 KA0576.adjusted by the NATIONAL GEODETIC SURVEY
 KA0576.in June 1991.
 KA0576
 KA0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0576.GEOID18 height accuracy estimate available here.
 KA0576
 KA0576.Click photographs - Photos may exist for this station.
 KA0576
 KA0576.The dynamic height is computed by dividing the NAVD 88
 KA0576.geopotential number by the normal gravity value computed on the
 KA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0576.degrees latitude (g = 980.6199 gals.).
 KA0576
 KA0576.The modeled gravity was interpolated from observed gravity values.
 KA0576
 KA0576;                    North         East    Units  Estimated Accuracy
 KA0576;SPC IN W     -   500,870.      937,010.      MT  (+/- 180 meters Scaled)
 KA0576
 KA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK298010(NAD 83)
 KA0576
 KA0576                          SUPERSEDED SURVEY CONTROL
 KA0576
 KA0576  NGVD 29 (??/??/92)  289.44   (m)          949.6    (f) COMPUTED    2 0
 KA0576
 KA0576.Superseded values are not recommended for survey control.
 KA0576
 KA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0576.See file dsdata.pdf to determine how the superseded data were derived.
 KA0576
 KA0576_MARKER: DB = BENCH MARK DISK
 KA0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0576_SP_SET: BUILDING FOUNDATION
 KA0576_STAMPING: U 72 1946
 KA0576_MARK LOGO: CGS
 KA0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0576
 KA0576  HISTORY     - Date     Condition        Report By
 KA0576  HISTORY     - 1946     MONUMENTED       CGS
 KA0576
 KA0576                          STATION DESCRIPTION
 KA0576
 KA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0576'AT NEW WINCHESTER.
 KA0576'AT THE NEW WINCHESTER HIGH SCHOOL BUILDING, SET VERTICALLY ON THE
 KA0576'NORTH SIDE OF THE EAST ENTRANCE TO THE BUILDING, IN THE EAST FACE
 KA0576'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE ARCHWAY,
 KA0576'7.6 FEET NORTH OF THE CENTER OF THE DOORWAY, 2.5 FEET HIGHER
 KA0576'THAN THE GROUND, 0.3 FOOT FROM THE CORNER OF THE FOUNDATION.
 KA0576'A STANDARD DISK, STAMPED U 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0577 ***********************************************************************
 KA0577  DESIGNATION -  U 72 RESET
 KA0577  PID         -  KA0577
 KA0577  STATE/COUNTY-  IN/HENDRICKS
 KA0577  COUNTRY     -  US
 KA0577  USGS QUAD   -  NORTH SALEM (2019)
 KA0577
 KA0577                         *CURRENT SURVEY CONTROL
 KA0577  ______________________________________________________________________
 KA0577* NAD 83(1986) POSITION- 39 45 33.     (N) 086 39 05.     (W)   SCALED
 KA0577* NAVD 88 ORTHO HEIGHT -   288.69  (meters)      947.1   (feet) RESET
 KA0577  ______________________________________________________________________
 KA0577  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 KA0577  VERT ORDER      -  THIRD
 KA0577
 KA0577.The horizontal coordinates were scaled from a map and have
 KA0577.an estimated accuracy of +/- 6 seconds.
 KA0577
 KA0577.The orthometric height was computed from unverified reset data.
 KA0577
 KA0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0577.GEOID18 height accuracy estimate available here.
 KA0577
 KA0577.Click photographs - Photos may exist for this station.
 KA0577
 KA0577;                    North         East    Units  Estimated Accuracy
 KA0577;SPC IN W     -   500,870.      937,010.      MT  (+/- 180 meters Scaled)
 KA0577
 KA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK298010(NAD 83)
 KA0577
 KA0577                          SUPERSEDED SURVEY CONTROL
 KA0577
 KA0577  NGVD 29 (??/??/??)  288.80   (m)          947.5    (f) RESET       3  
 KA0577
 KA0577.Superseded values are not recommended for survey control.
 KA0577
 KA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0577.See file dsdata.pdf to determine how the superseded data were derived.
 KA0577
 KA0577_MARKER: DB = BENCH MARK DISK
 KA0577_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0577_SP_SET: STEP
 KA0577_STAMPING: U 72 RESET 1968
 KA0577_MARK LOGO: CGS
 KA0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0577
 KA0577  HISTORY     - Date     Condition        Report By
 KA0577  HISTORY     - 1968     MONUMENTED       LOCENG
 KA0577  HISTORY     - 20081118 MARK NOT FOUND   INDOT
 KA0577
 KA0577                          STATION DESCRIPTION
 KA0577
 KA0577'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 KA0577'AT NEW WINCHESTER.
 KA0577'AT NEW WINCHESTER, LOCATED AT THE SOUTH END OF THE 3RD STEP TO
 KA0577'THE LANDING FOR THE FRONT DOOR TO THE NEW WINCHESTER CHRISTIAN
 KA0577'CHURCH, (THIS IS LOCATED JUST ACROSS STATE ROAD 75 FROM THE
 KA0577'LOCATION OF THE ORIGINAL BENCH MARK), 7.16 FEET SOUTH OF THE
 KA0577'CHURCH BUILDING, 1.45 FEET ABOVE THE LEVEL OF THE GROUND, A C
 KA0577'AND GS DISK DRILLED IN.
 KA0577
 KA0577                          STATION RECOVERY (2008)
 KA0577
 KA0577'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (FL)
 KA0577'MARK NOT FOUND (GONE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0767 ***********************************************************************
 KA0767  DESIGNATION -  U 73
 KA0767  PID         -  KA0767
 KA0767  STATE/COUNTY-  IN/MONTGOMERY
 KA0767  COUNTRY     -  US
 KA0767  USGS QUAD   -  NEW MARKET (2019)
 KA0767
 KA0767                         *CURRENT SURVEY CONTROL
 KA0767  ______________________________________________________________________
 KA0767* NAD 83(1986) POSITION- 39 55 00.     (N) 086 57 46.     (W)   SCALED
 KA0767* NAVD 88 ORTHO HEIGHT -   256.069 (meters)      840.12  (feet) ADJUSTED
 KA0767  ______________________________________________________________________
 KA0767  GEOID HEIGHT    -        -33.308 (meters)                     GEOID18
 KA0767  DYNAMIC HEIGHT  -        255.928 (meters)      839.66  (feet) COMP
 KA0767  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 KA0767
 KA0767  VERT ORDER      -  SECOND    CLASS 0
 KA0767
 KA0767.The horizontal coordinates were scaled from a map and have
 KA0767.an estimated accuracy of +/- 6 seconds.
 KA0767
 KA0767.The orthometric height was determined by differential leveling and
 KA0767.adjusted by the NATIONAL GEODETIC SURVEY
 KA0767.in June 1991.
 KA0767
 KA0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0767.GEOID18 height accuracy estimate available here.
 KA0767
 KA0767.Click photographs - Photos may exist for this station.
 KA0767
 KA0767.The dynamic height is computed by dividing the NAVD 88
 KA0767.geopotential number by the normal gravity value computed on the
 KA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0767.degrees latitude (g = 980.6199 gals.).
 KA0767
 KA0767.The modeled gravity was interpolated from observed gravity values.
 KA0767
 KA0767;                    North         East    Units  Estimated Accuracy
 KA0767;SPC IN W     -   518,270.      910,310.      MT  (+/- 180 meters Scaled)
 KA0767
 KA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK031185(NAD 83)
 KA0767
 KA0767                          SUPERSEDED SURVEY CONTROL
 KA0767
 KA0767  NGVD 29 (??/??/92)  256.163  (m)          840.43   (f) ADJ UNCH    2 0
 KA0767
 KA0767.Superseded values are not recommended for survey control.
 KA0767
 KA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0767.See file dsdata.pdf to determine how the superseded data were derived.
 KA0767
 KA0767_MARKER: DB = BENCH MARK DISK
 KA0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0767_STAMPING: U 73 1946
 KA0767_MARK LOGO: CGS
 KA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0767+STABILITY: SURFACE MOTION
 KA0767
 KA0767  HISTORY     - Date     Condition        Report By
 KA0767  HISTORY     - 1946     MONUMENTED       CGS
 KA0767
 KA0767                          STATION DESCRIPTION
 KA0767
 KA0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0767'1.8 MI NE FROM BROWNS VALLEY.
 KA0767'ABOUT 1.8 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0767'GRAIN ELEVATOR AT BROWNS VALLEY, ABOUT 15 POLES NORTHEAST OF AN
 KA0767'ABANDONED ROAD CROSSING, 0.3 MILE NORTHEAST OF MILE POST 42, AT THE
 KA0767'WEST BOUNDRY OF A CULTIVATED FIELD ON THE RALPH DAVIDSON FARM, 48
 KA0767'FEET SOUTHWEST OF THE FOURTH TELEGRAPH POLE NORTHEAST OF A WHISTLE
 KA0767'SIGN, ABOUT 0.15 MILE WEST OF AN ABANDONED FARM HOUSE IN A CULTIVATED
 KA0767'FIELD ON THE SOUTHEAST SIDE OF THE TRACK, 247 FEET SOUTHWEST OF
 KA0767'A CORNER FENCE POST, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 KA0767'5 FEET HIGHER THAN TRACK LEVEL, 3 FEET NORTHWEST OF A WIRE FENCE
 KA0767'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND PROJECTS
 KA0767'ABOUT 6 INCHES.  A STANDARD DISK, STAMPED U 73 1946 AND SET IN
 KA0767'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0738 ***********************************************************************
 KA0738  DESIGNATION -  U 74
 KA0738  PID         -  KA0738
 KA0738  STATE/COUNTY-  IN/PUTNAM
 KA0738  COUNTRY     -  US
 KA0738  USGS QUAD   -  ROACHDALE (2019)
 KA0738
 KA0738                         *CURRENT SURVEY CONTROL
 KA0738  ______________________________________________________________________
 KA0738* NAD 83(1986) POSITION- 39 48 47.     (N) 086 48 08.     (W)   SCALED
 KA0738* NAVD 88 ORTHO HEIGHT -   260.902 (meters)      855.98  (feet) ADJUSTED
 KA0738  ______________________________________________________________________
 KA0738  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 KA0738  DYNAMIC HEIGHT  -        260.757 (meters)      855.50  (feet) COMP
 KA0738  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 KA0738
 KA0738  VERT ORDER      -  SECOND    CLASS 0
 KA0738
 KA0738.The horizontal coordinates were scaled from a map and have
 KA0738.an estimated accuracy of +/- 6 seconds.
 KA0738
 KA0738.The orthometric height was determined by differential leveling and
 KA0738.adjusted by the NATIONAL GEODETIC SURVEY
 KA0738.in June 1991.
 KA0738
 KA0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0738.GEOID18 height accuracy estimate available here.
 KA0738
 KA0738.Click photographs - Photos may exist for this station.
 KA0738
 KA0738.The dynamic height is computed by dividing the NAVD 88
 KA0738.geopotential number by the normal gravity value computed on the
 KA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0738.degrees latitude (g = 980.6199 gals.).
 KA0738
 KA0738.The modeled gravity was interpolated from observed gravity values.
 KA0738
 KA0738;                    North         East    Units  Estimated Accuracy
 KA0738;SPC IN W     -   506,800.      924,070.      MT  (+/- 180 meters Scaled)
 KA0738
 KA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK169070(NAD 83)
 KA0738
 KA0738                          SUPERSEDED SURVEY CONTROL
 KA0738
 KA0738  NGVD 29 (??/??/92)  261.009  (m)          856.33   (f) ADJ UNCH    2 0
 KA0738
 KA0738.Superseded values are not recommended for survey control.
 KA0738
 KA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0738.See file dsdata.pdf to determine how the superseded data were derived.
 KA0738
 KA0738_MARKER: DB = BENCH MARK DISK
 KA0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0738_STAMPING: U 74 1946
 KA0738_MARK LOGO: CGS
 KA0738_PROJECTION: FLUSH
 KA0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0738+STABILITY: SURFACE MOTION
 KA0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0738+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2017
 KA0738
 KA0738  HISTORY     - Date     Condition        Report By
 KA0738  HISTORY     - 1946     MONUMENTED       CGS
 KA0738  HISTORY     - 20170206 GOOD             INDOT
 KA0738
 KA0738                          STATION DESCRIPTION
 KA0738
 KA0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0738'2.7 MI S FROM ROACHDALE.
 KA0738'ABOUT 2.7 MILE SOUTH ALONG THE BAINBRIDGE-ROACHDALE ROAD FROM THE
 KA0738'WATER TOWER AT ROACHDALE, 56 FEET NORTHWEST OF THE NORTHWEST CORNER
 KA0738'OF A WHITE FARM HOUSE, 42 FEET NORTH OF AN 8-INCH MAPLE TREE IN
 KA0738'LINE WITH THE TELEPHONE POLES, 36 FEET EAST AND ACROSS THE ROAD
 KA0738'FROM POWER LINE POLE NUMBER 3-082-115, 18 FEET EAST OF THE CENTER
 KA0738'LINE OF THE ROAD, 1 FOOT SOUTH OF A TELEPHONE LINE POLE, AND
 KA0738'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED U 74 1946
 KA0738'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0738'GROUND.
 KA0738
 KA0738                          STATION RECOVERY (2017)
 KA0738
 KA0738'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0582 ***********************************************************************
 KA0582  DESIGNATION -  U 75
 KA0582  PID         -  KA0582
 KA0582  STATE/COUNTY-  IN/HENDRICKS
 KA0582  COUNTRY     -  US
 KA0582  USGS QUAD   -  DANVILLE (2019)
 KA0582
 KA0582                         *CURRENT SURVEY CONTROL
 KA0582  ______________________________________________________________________
 KA0582* NAD 83(1986) POSITION- 39 51 52.     (N) 086 36 34.     (W)   SCALED
 KA0582* NAVD 88 ORTHO HEIGHT -   280.316 (meters)      919.67  (feet) ADJUSTED
 KA0582  ______________________________________________________________________
 KA0582  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 KA0582  DYNAMIC HEIGHT  -        280.163 (meters)      919.17  (feet) COMP
 KA0582  MODELED GRAVITY -    980,073.1   (mgal)                       NAVD 88
 KA0582
 KA0582  VERT ORDER      -  SECOND    CLASS 0
 KA0582
 KA0582.The horizontal coordinates were scaled from a map and have
 KA0582.an estimated accuracy of +/- 6 seconds.
 KA0582
 KA0582.The orthometric height was determined by differential leveling and
 KA0582.adjusted by the NATIONAL GEODETIC SURVEY
 KA0582.in June 1991.
 KA0582
 KA0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0582.GEOID18 height accuracy estimate available here.
 KA0582
 KA0582.Click photographs - Photos may exist for this station.
 KA0582
 KA0582.The dynamic height is computed by dividing the NAVD 88
 KA0582.geopotential number by the normal gravity value computed on the
 KA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0582.degrees latitude (g = 980.6199 gals.).
 KA0582
 KA0582.The modeled gravity was interpolated from observed gravity values.
 KA0582
 KA0582;                    North         East    Units  Estimated Accuracy
 KA0582;SPC IN W     -   512,570.      940,550.      MT  (+/- 180 meters Scaled)
 KA0582
 KA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK334127(NAD 83)
 KA0582
 KA0582                          SUPERSEDED SURVEY CONTROL
 KA0582
 KA0582  NGVD 29 (??/??/92)  280.424  (m)          920.02   (f) ADJ UNCH    2 0
 KA0582
 KA0582.Superseded values are not recommended for survey control.
 KA0582
 KA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0582.See file dsdata.pdf to determine how the superseded data were derived.
 KA0582
 KA0582_MARKER: DB = BENCH MARK DISK
 KA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0582_STAMPING: U 75 1946
 KA0582_MARK LOGO: CGS
 KA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0582+STABILITY: SURFACE MOTION
 KA0582
 KA0582  HISTORY     - Date     Condition        Report By
 KA0582  HISTORY     - 1946     MONUMENTED       CGS
 KA0582
 KA0582                          STATION DESCRIPTION
 KA0582
 KA0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0582'1.8 MI E FROM NORTH SALEM.
 KA0582'ABOUT 1.8 MILE EAST ALONG THE NORTH SALEM-LIZTON ROAD FROM EEL
 KA0582'RIVER HIGH SCHOOL AT NORTH SALEM, 64 FEET SOUTHEAST OF THE
 KA0582'SOUTHEAST CORNER OF AN IMMITATION BRICK HOUSE ON THE NORTH SIDE
 KA0582'OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET
 KA0582'NORTHEAST OF REA POWER LINE POLE NUMBER C-3B-12, 4.5 FEET NORTH
 KA0582'OF A FENCE CORNER, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 KA0582'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED U 75 1946
 KA0582'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KA0582'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0313 ***********************************************************************
 KA0313  DESIGNATION -  U 76 RESET
 KA0313  PID         -  KA0313
 KA0313  STATE/COUNTY-  IN/MORGAN
 KA0313  COUNTRY     -  US
 KA0313  USGS QUAD   -  MARTINSVILLE (2019)
 KA0313
 KA0313                         *CURRENT SURVEY CONTROL
 KA0313  ______________________________________________________________________
 KA0313* NAD 83(1986) POSITION- 39 28 38.     (N) 086 26 24.     (W)   SCALED
 KA0313* NAVD 88 ORTHO HEIGHT -   184.36  (meters)      604.9   (feet) RESET
 KA0313  ______________________________________________________________________
 KA0313  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 KA0313  VERT ORDER      -  THIRD
 KA0313
 KA0313.The horizontal coordinates were scaled from a map and have
 KA0313.an estimated accuracy of +/- 6 seconds.
 KA0313
 KA0313.The orthometric height was computed from unverified reset data.
 KA0313
 KA0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0313.GEOID18 height accuracy estimate available here.
 KA0313
 KA0313.Click photographs - Photos may exist for this station.
 KA0313
 KA0313;                    North         East    Units  Estimated Accuracy
 KA0313;SPC IN W     -   469,670.      955,350.      MT  (+/- 180 meters Scaled)
 KA0313
 KA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ481698(NAD 83)
 KA0313
 KA0313                          SUPERSEDED SURVEY CONTROL
 KA0313
 KA0313.No superseded survey control is available for this station.
 KA0313
 KA0313_MARKER: DB = BENCH MARK DISK
 KA0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0313_SP_SET: BRIDGE
 KA0313_STAMPING: U 76 RESET 1969
 KA0313_MARK LOGO: CGS
 KA0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0313
 KA0313  HISTORY     - Date     Condition        Report By
 KA0313  HISTORY     - 1969     MONUMENTED       INHD
 KA0313
 KA0313                          STATION DESCRIPTION
 KA0313
 KA0313'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1969
 KA0313'4.7 MI N FROM MARTINSVILLE.
 KA0313'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COUNTY
 KA0313'COURT HOUSE AT MARTINSVILLE, SET IN THE TOP OF THE SOUTHWEST
 KA0313'WINGWALL OF A 28 FOOT ARCH BRIDGE, 81 FEET LEFT OF HIGHWAY
 KA0313'STATION 1360 + 81 DD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0231 ***********************************************************************
 KA0231  DESIGNATION -  U 77
 KA0231  PID         -  KA0231
 KA0231  STATE/COUNTY-  IN/BOONE
 KA0231  COUNTRY     -  US
 KA0231  USGS QUAD   -  FAYETTE (2019)
 KA0231
 KA0231                         *CURRENT SURVEY CONTROL
 KA0231  ______________________________________________________________________
 KA0231* NAD 83(1986) POSITION- 39 56 10.45   (N) 086 23 52.19   (W)   HD_HELD1
 KA0231* NAVD 88 ORTHO HEIGHT -   281.367 (meters)      923.12  (feet) ADJUSTED
 KA0231  ______________________________________________________________________
 KA0231  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 KA0231  DYNAMIC HEIGHT  -        281.212 (meters)      922.61  (feet) COMP
 KA0231  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 KA0231
 KA0231  VERT ORDER      -  SECOND    CLASS 0
 KA0231
 KA0231.The horizontal coordinates were determined by differentially corrected
 KA0231.hand held GPS observations or other comparable positioning techniques
 KA0231.and have an estimated accuracy of +/- 3 meters.
 KA0231
 KA0231.The orthometric height was determined by differential leveling and
 KA0231.adjusted by the NATIONAL GEODETIC SURVEY
 KA0231.in June 1991.
 KA0231
 KA0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0231.GEOID18 height accuracy estimate available here.
 KA0231
 KA0231.Click photographs - Photos may exist for this station.
 KA0231
 KA0231.The dynamic height is computed by dividing the NAVD 88
 KA0231.geopotential number by the normal gravity value computed on the
 KA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0231.degrees latitude (g = 980.6199 gals.).
 KA0231
 KA0231.The modeled gravity was interpolated from observed gravity values.
 KA0231
 KA0231;                    North         East    Units  Estimated Accuracy
 KA0231;SPC IN W     -   520,662.9     958,590.4     MT  (+/- 3 meters HH1 GPS) 
 KA0231
 KA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5144820853(NAD 83)
 KA0231
 KA0231                          SUPERSEDED SURVEY CONTROL
 KA0231
 KA0231  NGVD 29 (??/??/92)  281.474  (m)          923.47   (f) ADJ UNCH    2 0
 KA0231
 KA0231.Superseded values are not recommended for survey control.
 KA0231
 KA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0231.See file dsdata.pdf to determine how the superseded data were derived.
 KA0231
 KA0231_MARKER: DD = SURVEY DISK
 KA0231_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0231_SP_SET: BOX CULVERT HEADWALL
 KA0231_STAMPING: U 77 1946
 KA0231_MARK LOGO: INHD
 KA0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0231+STABILITY: SURFACE MOTION
 KA0231
 KA0231  HISTORY     - Date     Condition        Report By
 KA0231  HISTORY     - 1946     MONUMENTED       INHD
 KA0231  HISTORY     - 1946     GOOD             CGS
 KA0231
 KA0231                          STATION DESCRIPTION
 KA0231
 KA0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0231'0.4 MI N FROM WHITE LICK.
 KA0231'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0231'ROADS AT WHITE LICK, 0.15 MILE SOUTH OF MT. TABOR CHURCH, SET
 KA0231'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 12-FOOT
 KA0231'CONCRETE BOX CULVERT, 23 FEET EAST OF THE CENTER LINE OF THE
 KA0231'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  AN INDIANA STATE
 KA0231'HIGHWAY COMMISSION STANDARD DISK, STAMPED U 77 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0205 ***********************************************************************
 KA0205  DESIGNATION -  U 79
 KA0205  PID         -  KA0205
 KA0205  STATE/COUNTY-  IN/BOONE
 KA0205  COUNTRY     -  US
 KA0205  USGS QUAD   -  ZIONSVILLE (2019)
 KA0205
 KA0205                         *CURRENT SURVEY CONTROL
 KA0205  ______________________________________________________________________
 KA0205* NAD 83(1986) POSITION- 39 57 02.6    (N) 086 15 43.8    (W)   HD_HELD2
 KA0205* NAVD 88 ORTHO HEIGHT -   258.529 (meters)      848.19  (feet) ADJUSTED
 KA0205  ______________________________________________________________________
 KA0205  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 KA0205  DYNAMIC HEIGHT  -        258.386 (meters)      847.72  (feet) COMP
 KA0205  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 KA0205
 KA0205  VERT ORDER      -  SECOND    CLASS 0
 KA0205
 KA0205.The horizontal coordinates were established by autonomous hand held GPS
 KA0205.observations and have an estimated accuracy of +/- 10 meters.
 KA0205
 KA0205.The orthometric height was determined by differential leveling and
 KA0205.adjusted by the NATIONAL GEODETIC SURVEY
 KA0205.in June 1991.
 KA0205
 KA0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0205.GEOID18 height accuracy estimate available here.
 KA0205
 KA0205.Click photographs - Photos may exist for this station.
 KA0205
 KA0205.The dynamic height is computed by dividing the NAVD 88
 KA0205.geopotential number by the normal gravity value computed on the
 KA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0205.degrees latitude (g = 980.6199 gals.).
 KA0205
 KA0205.The modeled gravity was interpolated from observed gravity values.
 KA0205
 KA0205;                    North         East    Units  Estimated Accuracy
 KA0205;SPC IN W     -   522,369.      970,171.      MT  (+/- 10 meters HH2 GPS)
 KA0205
 KA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6302622548(NAD 83)
 KA0205
 KA0205                          SUPERSEDED SURVEY CONTROL
 KA0205
 KA0205  NGVD 29 (??/??/92)  258.644  (m)          848.57   (f) ADJ UNCH    2 0
 KA0205
 KA0205.Superseded values are not recommended for survey control.
 KA0205
 KA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0205.See file dsdata.pdf to determine how the superseded data were derived.
 KA0205
 KA0205_MARKER: DB = BENCH MARK DISK
 KA0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0205_SP_SET: BUILDING
 KA0205_STAMPING: U 79 1946
 KA0205_MARK LOGO: CGS
 KA0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0205+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 KA0205
 KA0205  HISTORY     - Date     Condition        Report By
 KA0205  HISTORY     - 1946     MONUMENTED       CGS
 KA0205  HISTORY     - 20050811 GOOD             GEOCAC
 KA0205
 KA0205                          STATION DESCRIPTION
 KA0205
 KA0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0205'AT ZIONSVILLE.
 KA0205'AT ZIONSVILLE, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 KA0205'CORNER OF THE FARMERS STATE BANK BUILDING, AT THE CORNER OF
 KA0205'SOUTH FIRST STREET AND WEST OAKS STREET, 1.6 FOOT NORTH OF THE
 KA0205'CORNER AND 4.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 KA0205'U 79 1946.
 KA0205
 KA0205                          STATION RECOVERY (2005)
 KA0205
 KA0205'RECOVERY NOTE BY GEOCACHING 2005 (APF)
 KA0205'I AM UNCERTAIN WHETHER OR NOT THIS QUALIFIES AS GOOD OR NOT. THE
 KA0205'BRICKS ON THE SIDE OF THE BUILDING HAVE SEPARATED AND CRUMBLED A BIT
 KA0205'IN THE LAST 60 YEARS. THIS IS SHOWN IN THE PHOTOS I WILL EMAIL. HOW
 KA0205'THIS HAS EFFECTED THE ACCURACY OF THE MARK I AM UNSURE OF. IT PROBABLY
 KA0205'DOES NOT MATTER A GREAT DEAL, AS I IMAGINE THIS IS OUT OF USE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1353 ***********************************************************************
 MD1353  DESIGNATION -  U 8
 MD1353  PID         -  MD1353
 MD1353  STATE/COUNTY-  IN/ELKHART
 MD1353  COUNTRY     -  US
 MD1353  USGS QUAD   -  GOSHEN (2019)
 MD1353
 MD1353                         *CURRENT SURVEY CONTROL
 MD1353  ______________________________________________________________________
 MD1353* NAD 83(1986) POSITION- 41 35 11.95   (N) 085 49 51.67   (W)   HD_HELD1
 MD1353* NAVD 88 ORTHO HEIGHT -   243.442 (meters)      798.69  (feet) ADJUSTED
 MD1353  ______________________________________________________________________
 MD1353  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 MD1353  DYNAMIC HEIGHT  -        243.347 (meters)      798.38  (feet) COMP
 MD1353  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 MD1353
 MD1353  VERT ORDER      -  FIRST     CLASS II
 MD1353
 MD1353.The horizontal coordinates were determined by differentially corrected
 MD1353.hand held GPS observations or other comparable positioning techniques
 MD1353.and have an estimated accuracy of +/- 3 meters.
 MD1353
 MD1353.The orthometric height was determined by differential leveling and
 MD1353.adjusted by the NATIONAL GEODETIC SURVEY
 MD1353.in June 1991.
 MD1353
 MD1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1353.GEOID18 height accuracy estimate available here.
 MD1353
 MD1353.Click photographs - Photos may exist for this station.
 MD1353
 MD1353.The dynamic height is computed by dividing the NAVD 88
 MD1353.geopotential number by the normal gravity value computed on the
 MD1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1353.degrees latitude (g = 980.6199 gals.).
 MD1353
 MD1353.The modeled gravity was interpolated from observed gravity values.
 MD1353
 MD1353;                    North         East    Units  Estimated Accuracy
 MD1353;SPC IN E     -   703,722.5      86,295.9     MT  (+/- 3 meters HH1 GPS) 
 MD1353
 MD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9743704544(NAD 83)
 MD1353
 MD1353                          SUPERSEDED SURVEY CONTROL
 MD1353
 MD1353  NGVD 29 (??/??/92)  243.563  (m)          799.09   (f) ADJ UNCH    1 2
 MD1353
 MD1353.Superseded values are not recommended for survey control.
 MD1353
 MD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1353.See file dsdata.pdf to determine how the superseded data were derived.
 MD1353
 MD1353_MARKER: DB = BENCH MARK DISK
 MD1353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1353_SP_SET: STEP
 MD1353_STAMPING: U 8 ELEV. 799.090 FT.
 MD1353_MARK LOGO: CGS
 MD1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1353+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 MD1353
 MD1353  HISTORY     - Date     Condition        Report By
 MD1353  HISTORY     - 1916     MONUMENTED       CGS
 MD1353  HISTORY     - 1946     GOOD             CGS
 MD1353  HISTORY     - 1981     GOOD             LOCSUR
 MD1353  HISTORY     - 19930112 GOOD             NGS
 MD1353  HISTORY     - 20130129 GOOD             LFA
 MD1353  HISTORY     - 20180214 GOOD             INDOT
 MD1353
 MD1353                          STATION DESCRIPTION
 MD1353
 MD1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1353'AT GOSHEN.
 MD1353'AT GOSHEN, AT THE POST OFFICE, SET IN THE TOP OF THE EAST END OF
 MD1353'THE LOWEST STEP TO THE SOUTH AND MAIN ENTRANCE.
 MD1353
 MD1353                          STATION RECOVERY (1981)
 MD1353
 MD1353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MD1353'RECOVERED IN GOOD CONDITION.
 MD1353
 MD1353                          STATION RECOVERY (1993)
 MD1353
 MD1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1353'IN GOSHEN, AT THE INTERSECTION OF LINCOLN AVENUE AND SIXTH STREETS, IN
 MD1353'THE EAST END OF THE BOTTOM STEP AT THE SOUTH ENTRANCE TO THE YOUTH OF
 MD1353'CHRIST BUILDING (OLD POST OFFICE) 37.1 M (121.7 FT) EAST OF THE STREET
 MD1353'CENTER, 18.5 M (60.7 FT) NORTH OF THE AVENUE CENTERLINE, 4.1 M (13.5
 MD1353'FT) EAST OF THE CENTER OF THE ENTRANCE, AND 0.2 M (0.7 FT) ABOVE THE
 MD1353'LEVEL OF THE AVENUE.
 MD1353
 MD1353                          STATION RECOVERY (2013)
 MD1353
 MD1353'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 MD1353'RECOVERED IN GOOD CONDITION.
 MD1353
 MD1353                          STATION RECOVERY (2018)
 MD1353
 MD1353'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1353'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0624 ***********************************************************************
 LB0624  DESIGNATION -  U 80
 LB0624  PID         -  LB0624
 LB0624  STATE/COUNTY-  IN/BOONE
 LB0624  COUNTRY     -  US
 LB0624  USGS QUAD   -  LEBANON (2019)
 LB0624
 LB0624                         *CURRENT SURVEY CONTROL
 LB0624  ______________________________________________________________________
 LB0624* NAD 83(2011) POSITION- 40 00 09.54551(N) 086 28 48.44614(W)   ADJUSTED
 LB0624* NAD 83(2011) ELLIP HT-   254.373 (meters)        (06/27/12)   ADJUSTED
 LB0624* NAD 83(2011) EPOCH   -  2010.00
 LB0624* NAVD 88 ORTHO HEIGHT -   287.974 (meters)      944.79  (feet) ADJUSTED
 LB0624  ______________________________________________________________________
 LB0624  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 LB0624  NAD 83(2011) X  -    300,387.108 (meters)                     COMP
 LB0624  NAD 83(2011) Y  - -4,883,483.396 (meters)                     COMP
 LB0624  NAD 83(2011) Z  -  4,078,374.617 (meters)                     COMP
 LB0624  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 LB0624  DYNAMIC HEIGHT  -        287.814 (meters)      944.27  (feet) COMP
 LB0624  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LB0624
 LB0624  VERT ORDER      -  SECOND    CLASS 0
 LB0624
 LB0624  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0624  Standards:
 LB0624         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0624            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0624  -------------------------------------------------------------------
 LB0624  NETWORK    0.23   0.61           0.10   0.09   0.31      0.05351010
 LB0624  -------------------------------------------------------------------
 LB0624  Click here for local accuracies and other accuracy information.
 LB0624
 LB0624.The horizontal coordinates were established by GPS observations
 LB0624.and adjusted by the National Geodetic Survey in June 2012.
 LB0624
 LB0624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0624.been affixed to the stable North American tectonic plate. See 
 LB0624.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0624
 LB0624.The horizontal coordinates are valid at the epoch date displayed above
 LB0624.which is a decimal equivalence of Year/Month/Day.
 LB0624
 LB0624.The orthometric height was determined by differential leveling and
 LB0624.adjusted by the NATIONAL GEODETIC SURVEY
 LB0624.in June 1991.
 LB0624
 LB0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0624.GEOID18 height accuracy estimate available here.
 LB0624
 LB0624.Click photographs - Photos may exist for this station.
 LB0624
 LB0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0624
 LB0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0624
 LB0624.The ellipsoidal height was determined by GPS observations
 LB0624.and is referenced to NAD 83.
 LB0624
 LB0624.The dynamic height is computed by dividing the NAVD 88
 LB0624.geopotential number by the normal gravity value computed on the
 LB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0624.degrees latitude (g = 980.6199 gals.).
 LB0624
 LB0624.The modeled gravity was interpolated from observed gravity values.
 LB0624
 LB0624. The following values were computed from the NAD 83(2011) position.
 LB0624
 LB0624;                    North         East     Units Scale Factor Converg.
 LB0624;SPC IN W     -   527,986.332   951,506.836   MT  0.99999931   +0 23 16.0
 LB0624;SPC IN W     - 1,732,235.16  3,121,735.34   sFT  0.99999931   +0 23 16.0
 LB0624;UTM  16      - 4,428,180.927   544,374.856   MT  0.99962424   +0 20 03.1
 LB0624
 LB0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0624!SPC IN W     -   0.99996010  x   0.99999931  =   0.99995941
 LB0624!UTM  16      -   0.99996010  x   0.99962424  =   0.99958435
 LB0624
 LB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4437428180(NAD 83)
 LB0624
 LB0624                          SUPERSEDED SURVEY CONTROL
 LB0624
 LB0624  NAD 83(2007)-  40 00 09.54541(N)    086 28 48.44715(W) AD(2002.00) 0
 LB0624  ELLIP H (02/10/07)  254.386  (m)                       GP(2002.00)    
 LB0624  NAD 83(1997)-  40 00 09.54549(N)    086 28 48.44700(W) AD(       ) B
 LB0624  ELLIP H (03/12/99)  254.403  (m)                       GP(       ) 1 2
 LB0624  NAVD 88             287.97   (m)          944.8    (f) LEVELING    3  
 LB0624  NGVD 29 (??/??/92)  288.075  (m)          945.13   (f) ADJ UNCH    2 0
 LB0624
 LB0624.Superseded values are not recommended for survey control.
 LB0624
 LB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0624.See file dsdata.pdf to determine how the superseded data were derived.
 LB0624
 LB0624_MARKER: DB = BENCH MARK DISK
 LB0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0624_STAMPING: U 80 1946
 LB0624_MARK LOGO: CGS
 LB0624_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0624+STABILITY: SURFACE MOTION
 LB0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0624+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2019
 LB0624
 LB0624  HISTORY     - Date     Condition        Report By
 LB0624  HISTORY     - 1946     MONUMENTED       CGS
 LB0624  HISTORY     - 19980722 GOOD             WOOLPT
 LB0624  HISTORY     - 20060831 GOOD             INDOT
 LB0624  HISTORY     - 20061217 GOOD             WOOLPT
 LB0624  HISTORY     - 20110505 GOOD             JCLS
 LB0624  HISTORY     - 20170313 GOOD             INDOT
 LB0624  HISTORY     - 20191018 GOOD             FUGRO
 LB0624
 LB0624                          STATION DESCRIPTION
 LB0624
 LB0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0624'2.2 MI N FROM MILLEDGEVILLE.
 LB0624'ALONG STATE HIGHWAY 39 ABOUT 2.25 MILES NORTH OF THE CROSS ROADS
 LB0624'AT MILLEDGEVILLE AND ABOUT 3.25 MILES SOUTH OF THE COUNTY COURT
 LB0624'HOUSE AT LEBANON, AT THE JUNCTION WITH A SIDE ROAD LEADING EAST,
 LB0624'IN THE SOUTHEAST QUARTER OF THE JUNCTION, 41 FEET EAST OF THE
 LB0624'CENTER LINE OF THE HIGHWAY, 57 FEET SOUTH OF THE CENTER LINE
 LB0624'OF THE SIDE ROAD, 2.8 FEET NORTH OF TELEPHONE POLE NUMBER 144,
 LB0624'3.5 FEET SOUTHWEST OF A FENCE CORNER, 1.3 FOOT WEST OF A WHITE
 LB0624'WOODEN WITNESS POST AND ABOUT 1 1/2 FOOT LOWER THAN THE LEVEL
 LB0624'OF THE JUNCTION.  A STANDARD DISK, STAMPED U 80 1946 AND SET IN
 LB0624'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0624
 LB0624                          STATION RECOVERY (1998)
 LB0624
 LB0624'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB0624'DESCRIBED BY WOOLPERT LLP 1998 (JCB).   3.5 KM (2.15 MI) NORTH OF
 LB0624'MILLEDGEVILLE, 3 MI (4.8 KM) SOUTH OF LEBANON.  TO REACH THE STATION
 LB0624'FROM THE INTERSECTION OF STATE ROUTE 39 AND STATE ROUTE 32 PROCEED
 LB0624'SOUTH ALONG STATE ROUTE 39 FOR 4.8 KM (3.00 MI) TO COUNTY ROAD 250
 LB0624'SOUTH.  THE STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 LB0624'OF STATE ROUTE 39 AND COUNTY ROAD 250 SOUTH.  THE STATION IS A
 LB0624'STANDARD DISK IN A CONCRETE MONUMENT STAMPED--U 80 1946--.  THE
 LB0624'STATION IS 2.6 M (8.5 FT) SOUTH OF A TELEPHONE PEDESTAL, 11.6 M (38.1
 LB0624'FT) EAST OF THE CENTERLINE OF STATE ROUTE 39, 18.5 M (60.7 FT) SOUTH
 LB0624'OF THE CENTERLINE OF COUNTY ROAD 250 SOUTH, 1.0 M (3.3 FT) SOUTHWEST
 LB0624'OF A CONCRETE RIGHT OF WAY MARKER, 18.0 M (59.1 FT) SOUTHWESTERLY OF
 LB0624'THE NORTHEASTERLY FENCE CORNER, AND 3.9 M (12.8 FT) NORTHWESTERLY OF
 LB0624'THE SOUTHWESTERLY FENCE CORNER.  NOTE--THE FENCE HAS TWO NON-90 DEGREE
 LB0624'FENCE CORNERS AT THIS FIELD CORNER.
 LB0624
 LB0624                          STATION RECOVERY (2006)
 LB0624
 LB0624'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 LB0624'RECOVERED AS DESCRIBED -  DESCRIPTION IS ADEQUATE
 LB0624
 LB0624                          STATION RECOVERY (2006)
 LB0624
 LB0624'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 LB0624'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB0624
 LB0624                          STATION RECOVERY (2011)
 LB0624
 LB0624'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB0624'RECOVERED IN GOOD CONDITION.
 LB0624
 LB0624                          STATION RECOVERY (2017)
 LB0624
 LB0624'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0624'RECOVERED AS DESCRIBED.
 LB0624
 LB0624                          STATION RECOVERY (2019)
 LB0624
 LB0624'RECOVERY NOTE BY FUGRO 2019 (MRY)
 LB0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0923 ***********************************************************************
 KA0923  DESIGNATION -  U 81
 KA0923  PID         -  KA0923
 KA0923  STATE/COUNTY-  IN/VIGO
 KA0923  COUNTRY     -  US
 KA0923  USGS QUAD   -  BRAZIL WEST (2019)
 KA0923
 KA0923                         *CURRENT SURVEY CONTROL
 KA0923  ______________________________________________________________________
 KA0923* NAD 83(1986) POSITION- 39 35 16.     (N) 087 12 01.     (W)   SCALED
 KA0923* NAVD 88 ORTHO HEIGHT -   177.362 (meters)      581.90  (feet) ADJUSTED
 KA0923  ______________________________________________________________________
 KA0923  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 KA0923  DYNAMIC HEIGHT  -        177.260 (meters)      581.56  (feet) COMP
 KA0923  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 KA0923
 KA0923  VERT ORDER      -  FIRST     CLASS II
 KA0923
 KA0923.The horizontal coordinates were scaled from a map and have
 KA0923.an estimated accuracy of +/- 6 seconds.
 KA0923
 KA0923.The orthometric height was determined by differential leveling and
 KA0923.adjusted by the NATIONAL GEODETIC SURVEY
 KA0923.in June 1991.
 KA0923
 KA0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0923.GEOID18 height accuracy estimate available here.
 KA0923
 KA0923.Click photographs - Photos may exist for this station.
 KA0923
 KA0923.The dynamic height is computed by dividing the NAVD 88
 KA0923.geopotential number by the normal gravity value computed on the
 KA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0923.degrees latitude (g = 980.6199 gals.).
 KA0923
 KA0923.The modeled gravity was interpolated from observed gravity values.
 KA0923
 KA0923;                    North         East    Units  Estimated Accuracy
 KA0923;SPC IN W     -   481,760.      889,950.      MT  (+/- 180 meters Scaled)
 KA0923
 KA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ828820(NAD 83)
 KA0923
 KA0923                          SUPERSEDED SURVEY CONTROL
 KA0923
 KA0923  NGVD 29 (??/??/92)  177.468  (m)          582.24   (f) ADJ UNCH    1 2
 KA0923
 KA0923.Superseded values are not recommended for survey control.
 KA0923
 KA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0923.See file dsdata.pdf to determine how the superseded data were derived.
 KA0923
 KA0923_MARKER: DB = BENCH MARK DISK
 KA0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0923_SP_SET: BRIDGE
 KA0923_STAMPING: U 81 1946
 KA0923_MARK LOGO: CGS
 KA0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0923
 KA0923  HISTORY     - Date     Condition        Report By
 KA0923  HISTORY     - 1946     MONUMENTED       CGS
 KA0923  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0923
 KA0923                          STATION DESCRIPTION
 KA0923
 KA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0923'2.6 MI E FROM FONTANET.
 KA0923'ABOUT 2.6 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0923'STATION AT FONTANET, NEAR MILEAGE POLE NO. 57-36, SET IN THE TOP
 KA0923'OF THE SOUTH HEAD WALL OF A 3 ARCH CONCRETE BRIDGE NO. 168 ACROSS
 KA0923'THE NORTH BRANCH OF THE OTTER CREEK, 56.5 FEET WEST OF THE EAST
 KA0923'END OF THE HEAD WALL, 8.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0923'CENTER LINE OF THE SOUTH TRACK, 1.5 FOOT NORTH OF THE SOUTH
 KA0923'EDGE OF THE HEAD WALL, AND ABOVE THE EAST PIER SUPPORTING THE
 KA0923'CENTER ARCH.  A STANDARD DISK, STAMPED U 81 1946.
 KA0923
 KA0923                          STATION RECOVERY (1985)
 KA0923
 KA0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0923'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1136 ***********************************************************************
 KA1136  DESIGNATION -  U 82
 KA1136  PID         -  KA1136
 KA1136  STATE/COUNTY-  IN/VIGO
 KA1136  COUNTRY     -  US
 KA1136  USGS QUAD   -  TERRE HAUTE (2019)
 KA1136
 KA1136                         *CURRENT SURVEY CONTROL
 KA1136  ______________________________________________________________________
 KA1136* NAD 83(1986) POSITION- 39 29 31.     (N) 087 23 19.     (W)   SCALED
 KA1136* NAVD 88 ORTHO HEIGHT -   152.339 (meters)      499.80  (feet) ADJUSTED
 KA1136  ______________________________________________________________________
 KA1136  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 KA1136  DYNAMIC HEIGHT  -        152.253 (meters)      499.52  (feet) COMP
 KA1136  MODELED GRAVITY -    980,058.2   (mgal)                       NAVD 88
 KA1136
 KA1136  VERT ORDER      -  FIRST     CLASS II
 KA1136
 KA1136.The horizontal coordinates were scaled from a map and have
 KA1136.an estimated accuracy of +/- 6 seconds.
 KA1136
 KA1136.The orthometric height was determined by differential leveling and
 KA1136.adjusted by the NATIONAL GEODETIC SURVEY
 KA1136.in June 1991.
 KA1136
 KA1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1136.GEOID18 height accuracy estimate available here.
 KA1136
 KA1136.Click photographs - Photos may exist for this station.
 KA1136
 KA1136.The dynamic height is computed by dividing the NAVD 88
 KA1136.geopotential number by the normal gravity value computed on the
 KA1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1136.degrees latitude (g = 980.6199 gals.).
 KA1136
 KA1136.The modeled gravity was interpolated from observed gravity values.
 KA1136
 KA1136;                    North         East    Units  Estimated Accuracy
 KA1136;SPC IN W     -   471,160.      873,740.      MT  (+/- 180 meters Scaled)
 KA1136
 KA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ665714(NAD 83)
 KA1136
 KA1136                          SUPERSEDED SURVEY CONTROL
 KA1136
 KA1136  NGVD 29 (??/??/92)  152.446  (m)          500.15   (f) ADJ UNCH    1 2
 KA1136
 KA1136.Superseded values are not recommended for survey control.
 KA1136
 KA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1136.See file dsdata.pdf to determine how the superseded data were derived.
 KA1136
 KA1136_MARKER: DB = BENCH MARK DISK
 KA1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1136_STAMPING: U 82 1946
 KA1136_MARK LOGO: CGS
 KA1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1136+STABILITY: SURFACE MOTION
 KA1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1136+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2010
 KA1136
 KA1136  HISTORY     - Date     Condition        Report By
 KA1136  HISTORY     - 1946     MONUMENTED       CGS
 KA1136  HISTORY     - 1985     GOOD             NGS
 KA1136  HISTORY     - 1990     GOOD             USPSQD
 KA1136  HISTORY     - 20101001 GOOD             PB
 KA1136
 KA1136                          STATION DESCRIPTION
 KA1136
 KA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1136'AT TERRE HAUTE.
 KA1136'AT TERRE HAUTE, ABOUT 1.5 MILES NORTHEAST ALONG THE NEW YORK
 KA1136'CENTRAL RAILROAD FROM THE STATION AT TERRE HAUTE, AT THE CROSSING
 KA1136'OF MAPLE AVE., 61 FEET SOUTH OF THE CENTER LINE OF MAPLE AVENUE,
 KA1136'22 FEET WEST OF THE CENTER LINE OF 19TH STREET, 8.5 FEET EAST OF
 KA1136'A 6 FOOT WIRE FENCE, 8.2 FEET NORTH OF POWER POLE NO. 313 - 004,
 KA1136'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1136'DISK, STAMPED U 82 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1136'PROJECTING 3 INCHES ABOVE GROUND.
 KA1136
 KA1136                          STATION RECOVERY (1985)
 KA1136
 KA1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1136'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA1136'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA1136
 KA1136                          STATION RECOVERY (1990)
 KA1136
 KA1136'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1136'RECOVERED IN GOOD CONDITION.
 KA1136
 KA1136                          STATION RECOVERY (2010)
 KA1136
 KA1136'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0476 ***********************************************************************
 KA0476  DESIGNATION -  U 83
 KA0476  PID         -  KA0476
 KA0476  STATE/COUNTY-  IN/OWEN
 KA0476  COUNTRY     -  US
 KA0476  USGS QUAD   -  SPENCER (2019)
 KA0476
 KA0476                         *CURRENT SURVEY CONTROL
 KA0476  ______________________________________________________________________
 KA0476* NAD 83(1986) POSITION- 39 19 43.     (N) 086 46 15.     (W)   SCALED
 KA0476* NAVD 88 ORTHO HEIGHT -   219.640 (meters)      720.60  (feet) ADJUSTED
 KA0476  ______________________________________________________________________
 KA0476  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 KA0476  DYNAMIC HEIGHT  -        219.512 (meters)      720.18  (feet) COMP
 KA0476  MODELED GRAVITY -    980,036.9   (mgal)                       NAVD 88
 KA0476
 KA0476  VERT ORDER      -  SECOND    CLASS 0
 KA0476
 KA0476.The horizontal coordinates were scaled from a map and have
 KA0476.an estimated accuracy of +/- 6 seconds.
 KA0476
 KA0476.The orthometric height was determined by differential leveling and
 KA0476.adjusted by the NATIONAL GEODETIC SURVEY
 KA0476.in June 1991.
 KA0476
 KA0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0476.GEOID18 height accuracy estimate available here.
 KA0476
 KA0476.Click photographs - Photos may exist for this station.
 KA0476
 KA0476.The dynamic height is computed by dividing the NAVD 88
 KA0476.geopotential number by the normal gravity value computed on the
 KA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0476.degrees latitude (g = 980.6199 gals.).
 KA0476
 KA0476.The modeled gravity was interpolated from observed gravity values.
 KA0476
 KA0476;                    North         East    Units  Estimated Accuracy
 KA0476;SPC IN W     -   453,020.      926,940.      MT  (+/- 180 meters Scaled)
 KA0476
 KA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ197532(NAD 83)
 KA0476
 KA0476                          SUPERSEDED SURVEY CONTROL
 KA0476
 KA0476  NGVD 29 (??/??/92)  219.767  (m)          721.02   (f) ADJ UNCH    2 0
 KA0476
 KA0476.Superseded values are not recommended for survey control.
 KA0476
 KA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0476.See file dsdata.pdf to determine how the superseded data were derived.
 KA0476
 KA0476_MARKER: DB = BENCH MARK DISK
 KA0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0476_STAMPING: U 83 1946
 KA0476_MARK LOGO: CGS
 KA0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0476+STABILITY: SURFACE MOTION
 KA0476
 KA0476  HISTORY     - Date     Condition        Report By
 KA0476  HISTORY     - 1946     MONUMENTED       CGS
 KA0476  HISTORY     - 1948     GOOD             CGS
 KA0476
 KA0476                          STATION DESCRIPTION
 KA0476
 KA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0476'3.5 MI N FROM SPENCER.
 KA0476'3.5 MILES NORTH ALONG A GRAVEL ROAD LEADING TO CUBA FROM THE
 KA0476'COURT HOUSE AT SPENCER, ABOUT 4.2 MILES SOUTH FROM THE CUBA
 KA0476'BAPTIST CHURCH AT CUBA, AT A FARM HOUSE AND A CURVE WITH
 KA0476'TANGENTS EXTENDING NORTH AND SOUTHEAST, 80 FEET SOUTHEAST OF
 KA0476'THE SOUTHEAST CORNER OF THE HOUSE, 70 FEET SOUTHWEST OF AND ABOUT
 KA0476'3 FEET ABOVE THE CENTER LINE OF THE ROAD, 15 FEET WEST OF THE
 KA0476'CENTER LINE OF A GATE TO A BARN YARD, 1 FOOT NORTH OF A WIRE
 KA0476'FENCE AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 KA0476'STANDARD DISK, STAMPED U 63 1946 AND SET IN THE TOP OF A
 KA0476'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0476
 KA0476                          STATION RECOVERY (1948)
 KA0476
 KA0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KA0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1037 ***********************************************************************
 KA1037  DESIGNATION -  U 85
 KA1037  PID         -  KA1037
 KA1037  STATE/COUNTY-  IN/PARKE
 KA1037  COUNTRY     -  US
 KA1037  USGS QUAD   -  MECCA (2019)
 KA1037
 KA1037                         *CURRENT SURVEY CONTROL
 KA1037  ______________________________________________________________________
 KA1037* NAD 83(1986) POSITION- 39 40 44.     (N) 087 21 21.     (W)   SCALED
 KA1037* NAVD 88 ORTHO HEIGHT -   160.161 (meters)      525.46  (feet) ADJUSTED
 KA1037  ______________________________________________________________________
 KA1037  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KA1037  DYNAMIC HEIGHT  -        160.071 (meters)      525.17  (feet) COMP
 KA1037  MODELED GRAVITY -    980,062.3   (mgal)                       NAVD 88
 KA1037
 KA1037  VERT ORDER      -  SECOND    CLASS 0
 KA1037
 KA1037.The horizontal coordinates were scaled from a map and have
 KA1037.an estimated accuracy of +/- 6 seconds.
 KA1037
 KA1037.The orthometric height was determined by differential leveling and
 KA1037.adjusted by the NATIONAL GEODETIC SURVEY
 KA1037.in June 1991.
 KA1037
 KA1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1037.GEOID18 height accuracy estimate available here.
 KA1037
 KA1037.Click photographs - Photos may exist for this station.
 KA1037
 KA1037.The dynamic height is computed by dividing the NAVD 88
 KA1037.geopotential number by the normal gravity value computed on the
 KA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1037.degrees latitude (g = 980.6199 gals.).
 KA1037
 KA1037.The modeled gravity was interpolated from observed gravity values.
 KA1037
 KA1037;                    North         East    Units  Estimated Accuracy
 KA1037;SPC IN W     -   491,900.      876,620.      MT  (+/- 180 meters Scaled)
 KA1037
 KA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ694921(NAD 83)
 KA1037
 KA1037                          SUPERSEDED SURVEY CONTROL
 KA1037
 KA1037  NGVD 29 (??/??/92)  160.265  (m)          525.80   (f) ADJ UNCH    2 0
 KA1037
 KA1037.Superseded values are not recommended for survey control.
 KA1037
 KA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1037.See file dsdata.pdf to determine how the superseded data were derived.
 KA1037
 KA1037_MARKER: DB = BENCH MARK DISK
 KA1037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1037_SP_SET: CULVERT HEADWALL
 KA1037_STAMPING: U 85 1946
 KA1037_MARK LOGO: CGS
 KA1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1037+STABILITY: SURFACE MOTION
 KA1037
 KA1037  HISTORY     - Date     Condition        Report By
 KA1037  HISTORY     - 1946     MONUMENTED       CGS
 KA1037
 KA1037                          STATION DESCRIPTION
 KA1037
 KA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1037'2.8 MI NE FROM CLINTON.
 KA1037'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 63 FROM THE EAST END
 KA1037'OF THE WABASH RIVER BRIDGE AT CLINTON, THENCE ABOUT 1.85 MILES
 KA1037'NORTHEAST ALONG U.S. HIGHWAY 41, SET IN THE NORTH END OF THE EAST
 KA1037'CONCRETE HEAD WALL OF A 2 FOOT PIPE CULVERT, 107 FEET SOUTHWEST
 KA1037'OF A ONE STORY WHITE FRAME HOUSE, 22 FEET SOUTHWEST OF A FENCE
 KA1037'CORNER POST, 15.9 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 KA1037'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0673 ***********************************************************************
 KA0673  DESIGNATION -  U 86
 KA0673  PID         -  KA0673
 KA0673  STATE/COUNTY-  IN/HENDRICKS
 KA0673  COUNTRY     -  US
 KA0673  USGS QUAD   -  CLAYTON (2019)
 KA0673
 KA0673                         *CURRENT SURVEY CONTROL
 KA0673  ______________________________________________________________________
 KA0673* NAD 83(1986) POSITION- 39 44 38.     (N) 086 33 30.     (W)   SCALED
 KA0673* NAVD 88 ORTHO HEIGHT -   286.147 (meters)      938.80  (feet) POSTED
 KA0673  ______________________________________________________________________
 KA0673  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 KA0673  DYNAMIC HEIGHT  -        285.99  (meters)      938.3   (feet) COMP
 KA0673  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 KA0673
 KA0673  VERT ORDER      -  * POSTED, SEE BELOW
 KA0673
 KA0673.The horizontal coordinates were scaled from a map and have
 KA0673.an estimated accuracy of +/- 6 seconds.
 KA0673
 KA0673.The orthometric height was determined by differential leveling
 KA0673.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0673
 KA0673.* This is a POSTED BENCH MARK height.
 KA0673
 KA0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0673.GEOID18 height accuracy estimate available here.
 KA0673
 KA0673.Click photographs - Photos may exist for this station.
 KA0673
 KA0673.The dynamic height is computed by dividing the NAVD 88
 KA0673.geopotential number by the normal gravity value computed on the
 KA0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0673.degrees latitude (g = 980.6199 gals.).
 KA0673
 KA0673.The modeled gravity was interpolated from observed gravity values.
 KA0673
 KA0673;                    North         East    Units  Estimated Accuracy
 KA0673;SPC IN W     -   499,210.      945,000.      MT  (+/- 180 meters Scaled)
 KA0673
 KA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ378994(NAD 83)
 KA0673
 KA0673                          SUPERSEDED SURVEY CONTROL
 KA0673
 KA0673  NGVD 29 (??/??/92)  286.261  (m)          939.17   (f) ADJ UNCH    1 2
 KA0673
 KA0673.Superseded values are not recommended for survey control.
 KA0673
 KA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0673.See file dsdata.pdf to determine how the superseded data were derived.
 KA0673
 KA0673_MARKER: DB = BENCH MARK DISK
 KA0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0673_STAMPING: U 86 1946
 KA0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0673+STABILITY: SURFACE MOTION
 KA0673
 KA0673  HISTORY     - Date     Condition        Report By
 KA0673  HISTORY     - 1946     MONUMENTED       CGS
 KA0673  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0673
 KA0673                          STATION DESCRIPTION
 KA0673
 KA0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0673'2 MI SW FROM DANVILLE.
 KA0673'ABOUT 2.0 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0673'THE STATION AT DANVILLE, 0.4 MILE SOUTHWEST OF MILEPOST NUMBER 21,
 KA0673'97 FEET SOUTHWEST OF POLE NUMBER 21/20, 42 FEET NORTHWEST OF THE
 KA0673'NORTHWEST RAIL OF THE WEST BOUND TRACK, 2.5 FEET NORTHEAST OF POLE
 KA0673'21/21, 6 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 2
 KA0673'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 4 FEET
 KA0673'HIGHER THAN THE TRACKS.  A STANDARD DISK, STAMPED U 86 1946 AND SET
 KA0673'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0673
 KA0673                          STATION RECOVERY (1985)
 KA0673
 KA0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0809 ***********************************************************************
 LB0809  DESIGNATION -  U 87
 LB0809  PID         -  LB0809
 LB0809  STATE/COUNTY-  IN/MONTGOMERY
 LB0809  COUNTRY     -  US
 LB0809  USGS QUAD   -  DARLINGTON (2019)
 LB0809
 LB0809                         *CURRENT SURVEY CONTROL
 LB0809  ______________________________________________________________________
 LB0809* NAD 83(1986) POSITION- 40 07 10.08   (N) 086 51 46.33   (W)   HD_HELD1
 LB0809* NAVD 88 ORTHO HEIGHT -   238.423 (meters)      782.23  (feet) ADJUSTED
 LB0809  ______________________________________________________________________
 LB0809  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB0809  DYNAMIC HEIGHT  -        238.296 (meters)      781.81  (feet) COMP
 LB0809  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 LB0809
 LB0809  VERT ORDER      -  SECOND    CLASS 0
 LB0809
 LB0809.The horizontal coordinates were determined by differentially corrected
 LB0809.hand held GPS observations or other comparable positioning techniques
 LB0809.and have an estimated accuracy of +/- 3 meters.
 LB0809
 LB0809.The orthometric height was determined by differential leveling and
 LB0809.adjusted by the NATIONAL GEODETIC SURVEY
 LB0809.in June 1991.
 LB0809
 LB0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0809.GEOID18 height accuracy estimate available here.
 LB0809
 LB0809.Click photographs - Photos may exist for this station.
 LB0809
 LB0809.The dynamic height is computed by dividing the NAVD 88
 LB0809.geopotential number by the normal gravity value computed on the
 LB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0809.degrees latitude (g = 980.6199 gals.).
 LB0809
 LB0809.The modeled gravity was interpolated from observed gravity values.
 LB0809
 LB0809;                    North         East    Units  Estimated Accuracy
 LB0809;SPC IN W     -   540,805.6     918,792.8     MT  (+/- 3 meters HH1 GPS) 
 LB0809
 LB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1168541025(NAD 83)
 LB0809
 LB0809                          SUPERSEDED SURVEY CONTROL
 LB0809
 LB0809  NGVD 29 (??/??/92)  238.513  (m)          782.52   (f) ADJ UNCH    2 0
 LB0809
 LB0809.Superseded values are not recommended for survey control.
 LB0809
 LB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0809.See file dsdata.pdf to determine how the superseded data were derived.
 LB0809
 LB0809_MARKER: DB = BENCH MARK DISK
 LB0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0809_STAMPING: U 87 1946
 LB0809_MARK LOGO: CGS
 LB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0809+STABILITY: SURFACE MOTION
 LB0809
 LB0809  HISTORY     - Date     Condition        Report By
 LB0809  HISTORY     - 1946     MONUMENTED       CGS
 LB0809
 LB0809                          STATION DESCRIPTION
 LB0809
 LB0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0809'3.2 MI SE FROM CHERRY GROVE.
 LB0809'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0809'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 2.15 MILES EAST ALONG
 LB0809'A BLACK TOP ROAD LEADING TO DARLINGTON, ABOUT 0.2 MILE EAST OF A
 LB0809'ROAD LEADING SOUTH, ABOUT 450 FEET SOUTHEAST OF A RED BARN, 38
 LB0809'FEET SOUTHEAST OF A 16 INCH ELM TREE, 25 FEET NORTH OF THE CENTER
 LB0809'LINE OF THE ROAD, 14 FEET NORTHEAST OF THE NORTH END OF A 24 INCH
 LB0809'CORRUGATED PIPE CULVERT, 5.5 FEET EAST OF THE CORNER POST AT A T
 LB0809'FENCE LEADING NORTH, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 LB0809'POST.  A STANDARD DISK, STAMPED U 87 1946 AND SET IN THE TOP OF
 LB0809'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0723 ***********************************************************************
 LB0723  DESIGNATION -  U 88
 LB0723  PID         -  LB0723
 LB0723  STATE/COUNTY-  IN/CLINTON
 LB0723  COUNTRY     -  US
 LB0723  USGS QUAD   -  MULBERRY (2019)
 LB0723
 LB0723                         *CURRENT SURVEY CONTROL
 LB0723  ______________________________________________________________________
 LB0723* NAD 83(1986) POSITION- 40 20 50.     (N) 086 40 59.     (W)   SCALED
 LB0723* NAVD 88 ORTHO HEIGHT -   230.408 (meters)      755.93  (feet) ADJUSTED
 LB0723  ______________________________________________________________________
 LB0723  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 LB0723  DYNAMIC HEIGHT  -        230.290 (meters)      755.54  (feet) COMP
 LB0723  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 LB0723
 LB0723  VERT ORDER      -  SECOND    CLASS 0
 LB0723
 LB0723.The horizontal coordinates were scaled from a map and have
 LB0723.an estimated accuracy of +/- 6 seconds.
 LB0723
 LB0723.The orthometric height was determined by differential leveling and
 LB0723.adjusted by the NATIONAL GEODETIC SURVEY
 LB0723.in June 1991.
 LB0723
 LB0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0723.GEOID18 height accuracy estimate available here.
 LB0723
 LB0723.Click photographs - Photos may exist for this station.
 LB0723
 LB0723.The dynamic height is computed by dividing the NAVD 88
 LB0723.geopotential number by the normal gravity value computed on the
 LB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0723.degrees latitude (g = 980.6199 gals.).
 LB0723
 LB0723.The modeled gravity was interpolated from observed gravity values.
 LB0723
 LB0723;                    North         East    Units  Estimated Accuracy
 LB0723;SPC IN W     -   566,150.      934,010.      MT  (+/- 180 meters Scaled)
 LB0723
 LB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK269663(NAD 83)
 LB0723
 LB0723                          SUPERSEDED SURVEY CONTROL
 LB0723
 LB0723  NGVD 29 (??/??/92)  230.511  (m)          756.27   (f) ADJ UNCH    2 0
 LB0723
 LB0723.Superseded values are not recommended for survey control.
 LB0723
 LB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0723.See file dsdata.pdf to determine how the superseded data were derived.
 LB0723
 LB0723_MARKER: DB = BENCH MARK DISK
 LB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0723_STAMPING: U 88 1946
 LB0723_MARK LOGO: CGS
 LB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0723+STABILITY: SURFACE MOTION
 LB0723
 LB0723  HISTORY     - Date     Condition        Report By
 LB0723  HISTORY     - 1946     MONUMENTED       CGS
 LB0723
 LB0723                          STATION DESCRIPTION
 LB0723
 LB0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0723'1 MI NW FROM MULBERRY.
 LB0723'1.0 MILE NORTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0723'RAILROAD FROM THE STATION AT MULBERRY, CLINTON COUNTY, AT A
 LB0723'NORTH-AND-SOUTH GRAVEL-ROAD CROSSING, 46 FEET NORTHEAST OF THE
 LB0723'NORTHEAST RAIL, 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 13
 LB0723'FEET SOUTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE ROAD, 2 FEET
 LB0723'WEST OF A WHITE WOODEN WITNESS POST, ONE FOOT SOUTHWEST OF A
 LB0723'WIRE FENCE LINE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE CROSSING.
 LB0723'A STANDARD DISK, STAMPED U 88 1946 AND SET IN THE TOP OF A CONCRETE
 LB0723'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0822 ***********************************************************************
 LB0822  DESIGNATION -  U 89
 LB0822  PID         -  LB0822
 LB0822  STATE/COUNTY-  IN/TIPPECANOE
 LB0822  COUNTRY     -  US
 LB0822  USGS QUAD   -  ROMNEY (2019)
 LB0822
 LB0822                         *CURRENT SURVEY CONTROL
 LB0822  ______________________________________________________________________
 LB0822* NAD 83(1986) POSITION- 40 20 20.     (N) 086 54 14.     (W)   SCALED
 LB0822* NAVD 88 ORTHO HEIGHT -   197.257 (meters)      647.17  (feet) ADJUSTED
 LB0822  ______________________________________________________________________
 LB0822  GEOID HEIGHT    -        -33.600 (meters)                     GEOID18
 LB0822  DYNAMIC HEIGHT  -        197.159 (meters)      646.85  (feet) COMP
 LB0822  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 LB0822
 LB0822  VERT ORDER      -  SECOND    CLASS 0
 LB0822
 LB0822.The horizontal coordinates were scaled from a map and have
 LB0822.an estimated accuracy of +/- 6 seconds.
 LB0822
 LB0822.The orthometric height was determined by differential leveling and
 LB0822.adjusted by the NATIONAL GEODETIC SURVEY
 LB0822.in June 1991.
 LB0822
 LB0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0822.GEOID18 height accuracy estimate available here.
 LB0822
 LB0822.Click photographs - Photos may exist for this station.
 LB0822
 LB0822.The dynamic height is computed by dividing the NAVD 88
 LB0822.geopotential number by the normal gravity value computed on the
 LB0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0822.degrees latitude (g = 980.6199 gals.).
 LB0822
 LB0822.The modeled gravity was interpolated from observed gravity values.
 LB0822
 LB0822;                    North         East    Units  Estimated Accuracy
 LB0822;SPC IN W     -   565,160.      915,250.      MT  (+/- 180 meters Scaled)
 LB0822
 LB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081653(NAD 83)
 LB0822
 LB0822                          SUPERSEDED SURVEY CONTROL
 LB0822
 LB0822  NGVD 29 (??/??/92)  197.345  (m)          647.46   (f) ADJ UNCH    2 0
 LB0822
 LB0822.Superseded values are not recommended for survey control.
 LB0822
 LB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0822.See file dsdata.pdf to determine how the superseded data were derived.
 LB0822
 LB0822_MARKER: DB = BENCH MARK DISK
 LB0822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0822_SP_SET: BOX CULVERT HEADWALL
 LB0822_STAMPING: U 89 1946
 LB0822_MARK LOGO: CGS
 LB0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0822+STABILITY: SURFACE MOTION
 LB0822
 LB0822  HISTORY     - Date     Condition        Report By
 LB0822  HISTORY     - 1946     MONUMENTED       CGS
 LB0822  HISTORY     - 1966     GOOD             CGS
 LB0822
 LB0822                          STATION DESCRIPTION
 LB0822
 LB0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0822'5.8 MI S FROM LA FAYETTE.
 LB0822'ABOUT 5.75 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT
 LB0822'HOUSE AT LA FAYETTE, ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY
 LB0822'43 FROM THE POST OFFICE AT ROMNEY, SET IN THE SOUTH END OF THE
 LB0822'WEST HEAD WALL OF A 3 FOOT CONCRETE BOX CULVERT, 20 FEET WEST
 LB0822'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END
 LB0822'OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB0822'DISK, STAMPED U 89 1946.
 LB0822
 LB0822                          STATION RECOVERY (1966)
 LB0822
 LB0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2101 ***********************************************************************
 JZ2101  DESIGNATION -  U 9
 JZ2101  PID         -  JZ2101
 JZ2101  STATE/COUNTY-  IN/JACKSON
 JZ2101  COUNTRY     -  US
 JZ2101  USGS QUAD   -  AZALIA (2019)
 JZ2101
 JZ2101                         *CURRENT SURVEY CONTROL
 JZ2101  ______________________________________________________________________
 JZ2101* NAD 83(1986) POSITION- 39 03 37.     (N) 085 50 42.     (W)   SCALED
 JZ2101* NAVD 88 ORTHO HEIGHT -   179.234 (meters)      588.04  (feet) ADJUSTED
 JZ2101  ______________________________________________________________________
 JZ2101  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 JZ2101  DYNAMIC HEIGHT  -        179.122 (meters)      587.67  (feet) COMP
 JZ2101  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JZ2101
 JZ2101  VERT ORDER      -  FIRST     CLASS II
 JZ2101
 JZ2101.The horizontal coordinates were scaled from a map and have
 JZ2101.an estimated accuracy of +/- 6 seconds.
 JZ2101
 JZ2101.The orthometric height was determined by differential leveling and
 JZ2101.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2101.in June 1991.
 JZ2101
 JZ2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2101.GEOID18 height accuracy estimate available here.
 JZ2101
 JZ2101.Click photographs - Photos may exist for this station.
 JZ2101
 JZ2101.The dynamic height is computed by dividing the NAVD 88
 JZ2101.geopotential number by the normal gravity value computed on the
 JZ2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2101.degrees latitude (g = 980.6199 gals.).
 JZ2101
 JZ2101.The modeled gravity was interpolated from observed gravity values.
 JZ2101
 JZ2101;                    North         East    Units  Estimated Accuracy
 JZ2101;SPC IN E     -   423,200.       84,570.      MT  (+/- 180 meters Scaled)
 JZ2101
 JZ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999241(NAD 83)
 JZ2101
 JZ2101                          SUPERSEDED SURVEY CONTROL
 JZ2101
 JZ2101  NGVD 29 (??/??/92)  179.355  (m)          588.43   (f) ADJ UNCH    1 2
 JZ2101
 JZ2101.Superseded values are not recommended for survey control.
 JZ2101
 JZ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2101.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2101
 JZ2101_MARKER: DB = BENCH MARK DISK
 JZ2101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2101_SP_SET: ABUTMENT
 JZ2101_STAMPING: 588.434 U 9 1930
 JZ2101_MARK LOGO: CGS
 JZ2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2101
 JZ2101  HISTORY     - Date     Condition        Report By
 JZ2101  HISTORY     - 1930     MONUMENTED       CGS
 JZ2101  HISTORY     - 1934     GOOD             CGS
 JZ2101
 JZ2101                          STATION DESCRIPTION
 JZ2101
 JZ2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2101'2 MI S FROM AZALIA.
 JZ2101'IN JACKSON COUNTY, 2.0 MILES SOUTH ALONG THE ABANDONED INTERSTATE
 JZ2101'PUBLIC SERVICE CO. RAILWAY FROM AZALIA, BARTHOLOMEW COUNTY, 75
 JZ2101'FEET EAST OF THE TRACK, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 JZ2101'PACIFIC RAILROAD BRIDGE OVER BIG SAND CREEK, AND IN THE TOP OF THE
 JZ2101'SOUTHWEST CORNER OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 JZ2101'588.434 U 9 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1547 ***********************************************************************
 KA1547  DESIGNATION -  U 91
 KA1547  PID         -  KA1547
 KA1547  STATE/COUNTY-  IN/VERMILLION
 KA1547  COUNTRY     -  US
 KA1547  USGS QUAD   -  NEWPORT (2019)
 KA1547
 KA1547                         *CURRENT SURVEY CONTROL
 KA1547  ______________________________________________________________________
 KA1547* NAD 83(1986) POSITION- 39 52 30.     (N) 087 23 02.     (W)   SCALED
 KA1547* NAVD 88 ORTHO HEIGHT -   154.052 (meters)      505.42  (feet) ADJUSTED
 KA1547  ______________________________________________________________________
 KA1547  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 KA1547  DYNAMIC HEIGHT  -        153.969 (meters)      505.15  (feet) COMP
 KA1547  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 KA1547
 KA1547  VERT ORDER      -  SECOND    CLASS 0
 KA1547
 KA1547.The horizontal coordinates were scaled from a map and have
 KA1547.an estimated accuracy of +/- 6 seconds.
 KA1547
 KA1547.The orthometric height was determined by differential leveling and
 KA1547.adjusted by the NATIONAL GEODETIC SURVEY
 KA1547.in June 1991.
 KA1547
 KA1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1547.GEOID18 height accuracy estimate available here.
 KA1547
 KA1547.Click photographs - Photos may exist for this station.
 KA1547
 KA1547.The dynamic height is computed by dividing the NAVD 88
 KA1547.geopotential number by the normal gravity value computed on the
 KA1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1547.degrees latitude (g = 980.6199 gals.).
 KA1547
 KA1547.The modeled gravity was interpolated from observed gravity values.
 KA1547
 KA1547;                    North         East    Units  Estimated Accuracy
 KA1547;SPC IN W     -   513,680.      874,290.      MT  (+/- 180 meters Scaled)
 KA1547
 KA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK671139(NAD 83)
 KA1547
 KA1547                          SUPERSEDED SURVEY CONTROL
 KA1547
 KA1547  NGVD 29 (??/??/92)  154.133  (m)          505.68   (f) ADJ UNCH    2 0
 KA1547
 KA1547.Superseded values are not recommended for survey control.
 KA1547
 KA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1547.See file dsdata.pdf to determine how the superseded data were derived.
 KA1547
 KA1547_MARKER: DB = BENCH MARK DISK
 KA1547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1547_SP_SET: CULVERT HEADWALL
 KA1547_STAMPING: U 91 1938
 KA1547_MARK LOGO: CGS
 KA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1547+STABILITY: SURFACE MOTION
 KA1547
 KA1547  HISTORY     - Date     Condition        Report By
 KA1547  HISTORY     - 1938     MONUMENTED       CGS
 KA1547  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1547
 KA1547                          STATION DESCRIPTION
 KA1547
 KA1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1547'0.9 MI S FROM NEWPORT.
 KA1547'0.9 MILE SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 KA1547'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, 0.2 MILE
 KA1547'NORTHWEST OF MILEPOST 148 AND 1 POLE SOUTHEAST OF POLE 147/30,
 KA1547'AT A 20-FOOT CONCRETE CULVERT OVER A CREEK, 6 FEET NORTHWEST OF
 KA1547'THE SOUTHEAST END, AND 8 FEET NORTHEAST OF THE NORTHEAST RAIL.
 KA1547'A STANDARD DISK, STAMPED U 91 1938.
 KA1547
 KA1547                          STATION RECOVERY (1986)
 KA1547
 KA1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2120 ***********************************************************************
 JZ2120  DESIGNATION -  U 92 RESET
 JZ2120  PID         -  JZ2120
 JZ2120  STATE/COUNTY-  IN/JENNINGS
 JZ2120  COUNTRY     -  US
 JZ2120  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2120
 JZ2120                         *CURRENT SURVEY CONTROL
 JZ2120  ______________________________________________________________________
 JZ2120* NAD 83(1986) POSITION- 39 01 05.     (N) 085 34 00.     (W)   SCALED
 JZ2120* NAVD 88 ORTHO HEIGHT -   234.77  (+/-2cm)      770.2   (feet) VERTCON3
 JZ2120  ______________________________________________________________________
 JZ2120  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 JZ2120  VERT ORDER      -  THIRD (See Below)
 JZ2120
 JZ2120.The horizontal coordinates were scaled from a map and have
 JZ2120.an estimated accuracy of +/- 6 seconds.
 JZ2120
 JZ2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2120
 JZ2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2120.GEOID18 height accuracy estimate available here.
 JZ2120
 JZ2120.The vertical order pertains to the NGVD 29 superseded value.
 JZ2120
 JZ2120.Click photographs - Photos may exist for this station.
 JZ2120
 JZ2120;                    North         East    Units  Estimated Accuracy
 JZ2120;SPC IN E     -   418,510.      108,660.      MT  (+/- 180 meters Scaled)
 JZ2120
 JZ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ240197(NAD 83)
 JZ2120
 JZ2120                          SUPERSEDED SURVEY CONTROL
 JZ2120
 JZ2120  NGVD 29 (??/??/??)  234.89   (m)          770.6    (f) RESET       3  
 JZ2120
 JZ2120.Superseded values are not recommended for survey control.
 JZ2120
 JZ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2120.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2120
 JZ2120_MARKER: DB = BENCH MARK DISK
 JZ2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2120_STAMPING: U 92 RESET 1957
 JZ2120_MARK LOGO: CGS
 JZ2120_PROJECTION: FLUSH
 JZ2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2120+STABILITY: SURFACE MOTION
 JZ2120
 JZ2120  HISTORY     - Date     Condition        Report By
 JZ2120  HISTORY     - 1957     MONUMENTED       CGS
 JZ2120  HISTORY     - 1979     GOOD             DOD
 JZ2120
 JZ2120                          STATION DESCRIPTION
 JZ2120
 JZ2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ2120'3.4 MI E FROM NORTH VERNON.
 JZ2120'3.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2120'STATION AT NORTH VERNON, 39.6 FEET NORTH OF THE CENTER LINE OF
 JZ2120'U.S. HIGHWAY 50, 28.3 FEET SOUTH OF THE SOUTH RAIL, 27.4 FEET
 JZ2120'SOUTH SOUTHEAST OF SIGNAL NO. 686, 4.6 FEET WEST OF CENTER OF
 JZ2120'TELEPHONE POLE NO. 68-35, 4.5 FEET BELOW LEVEL OF TRACK, SET IN
 JZ2120'THE TOP OF A CONCRETE POST CAST IN PLACE AND FLUSH WITH GROUND.
 JZ2120'THESE POLES ARE NUMBERED AT EVERY TENTH POLE FROM MILE POST.
 JZ2120
 JZ2120                          STATION RECOVERY (1979)
 JZ2120
 JZ2120'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1890 ***********************************************************************
 JZ1890  DESIGNATION -  U 93
 JZ1890  PID         -  JZ1890
 JZ1890  STATE/COUNTY-  IN/RIPLEY
 JZ1890  COUNTRY     -  US
 JZ1890  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1890
 JZ1890                         *CURRENT SURVEY CONTROL
 JZ1890  ______________________________________________________________________
 JZ1890* NAD 83(1986) POSITION- 39 08 17.63   (N) 085 13 11.74   (W)   HD_HELD1
 JZ1890* NAVD 88 ORTHO HEIGHT -   292.335 (meters)      959.10  (feet) POSTED
 JZ1890  ______________________________________________________________________
 JZ1890  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 JZ1890  DYNAMIC HEIGHT  -        292.15  (meters)      958.5   (feet) COMP
 JZ1890  MODELED GRAVITY -    979,977.8   (mgal)                       NAVD 88
 JZ1890
 JZ1890  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1890
 JZ1890.The horizontal coordinates were determined by differentially corrected
 JZ1890.hand held GPS observations or other comparable positioning techniques
 JZ1890.and have an estimated accuracy of +/- 3 meters.
 JZ1890
 JZ1890.The orthometric height was determined by differential leveling
 JZ1890.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1890
 JZ1890.* This is a POSTED BENCH MARK height.
 JZ1890
 JZ1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1890.GEOID18 height accuracy estimate available here.
 JZ1890
 JZ1890.Click photographs - Photos may exist for this station.
 JZ1890
 JZ1890.The dynamic height is computed by dividing the NAVD 88
 JZ1890.geopotential number by the normal gravity value computed on the
 JZ1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1890.degrees latitude (g = 980.6199 gals.).
 JZ1890
 JZ1890.The modeled gravity was interpolated from observed gravity values.
 JZ1890
 JZ1890;                    North         East    Units  Estimated Accuracy
 JZ1890;SPC IN E     -   431,936.7     138,622.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1890
 JZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5384433625(NAD 83)
 JZ1890
 JZ1890                          SUPERSEDED SURVEY CONTROL
 JZ1890
 JZ1890  NGVD 29 (??/??/92)  292.486  (m)          959.60   (f) ADJ UNCH    1 2
 JZ1890
 JZ1890.Superseded values are not recommended for survey control.
 JZ1890
 JZ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1890.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1890
 JZ1890_MARKER: DB = BENCH MARK DISK
 JZ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1890_STAMPING: U 93 1938
 JZ1890_MARK LOGO: CGS
 JZ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1890+STABILITY: SURFACE MOTION
 JZ1890
 JZ1890  HISTORY     - Date     Condition        Report By
 JZ1890  HISTORY     - 1938     MONUMENTED       CGS
 JZ1890
 JZ1890                          STATION DESCRIPTION
 JZ1890
 JZ1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1890'4.3 MI E FROM OSGOOD.
 JZ1890'4.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1890'STATION AT OSGOOD, RIPLEY COUNTY, 98 FEET SOUTHWEST OF THE
 JZ1890'STATION SIGN AT DELAWARE, 17-1/2 RAILS EAST OF A TOOLHOUSE,
 JZ1890'ABOUT 150 FEET NORTH OF THE NORTH END OF A TWO-STORY FARM
 JZ1890'RESIDENCE, 8 FEET WEST OF POLE 47/23, 50 FEET EAST OF A ROAD,
 JZ1890'42 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 30
 JZ1890'FEET SOUTH OF THE SOUTH RAIL OF A SIDING.  A STANDARD DISK,
 JZ1890'STAMPED U 93 1938 AND SET IN THE TOP OF A CONCRETE POST
 JZ1890'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0924 ***********************************************************************
 LB0924  DESIGNATION -  U 94
 LB0924  PID         -  LB0924
 LB0924  STATE/COUNTY-  IN/TIPPECANOE
 LB0924  COUNTRY     -  US
 LB0924  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0924
 LB0924                         *CURRENT SURVEY CONTROL
 LB0924  ______________________________________________________________________
 LB0924* NAD 83(1986) POSITION- 40 23 44.     (N) 086 48 34.     (W)   SCALED
 LB0924* NAVD 88 ORTHO HEIGHT -   200.481 (meters)      657.74  (feet) ADJUSTED
 LB0924  ______________________________________________________________________
 LB0924  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 LB0924  DYNAMIC HEIGHT  -        200.381 (meters)      657.42  (feet) COMP
 LB0924  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 LB0924
 LB0924  VERT ORDER      -  SECOND    CLASS 0
 LB0924
 LB0924.The horizontal coordinates were scaled from a map and have
 LB0924.an estimated accuracy of +/- 6 seconds.
 LB0924
 LB0924.The orthometric height was determined by differential leveling and
 LB0924.adjusted by the NATIONAL GEODETIC SURVEY
 LB0924.in June 1991.
 LB0924
 LB0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0924.GEOID18 height accuracy estimate available here.
 LB0924
 LB0924.Click photographs - Photos may exist for this station.
 LB0924
 LB0924.The dynamic height is computed by dividing the NAVD 88
 LB0924.geopotential number by the normal gravity value computed on the
 LB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0924.degrees latitude (g = 980.6199 gals.).
 LB0924
 LB0924.The modeled gravity was interpolated from observed gravity values.
 LB0924
 LB0924;                    North         East    Units  Estimated Accuracy
 LB0924;SPC IN W     -   571,470.      923,250.      MT  (+/- 180 meters Scaled)
 LB0924
 LB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK161716(NAD 83)
 LB0924
 LB0924                          SUPERSEDED SURVEY CONTROL
 LB0924
 LB0924  NGVD 29 (??/??/92)  200.587  (m)          658.09   (f) ADJ UNCH    2 0
 LB0924
 LB0924.Superseded values are not recommended for survey control.
 LB0924
 LB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0924.See file dsdata.pdf to determine how the superseded data were derived.
 LB0924
 LB0924_MARKER: DB = BENCH MARK DISK
 LB0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0924_STAMPING: U 94 1946
 LB0924_MARK LOGO: CGS
 LB0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0924+STABILITY: SURFACE MOTION
 LB0924
 LB0924  HISTORY     - Date     Condition        Report By
 LB0924  HISTORY     - 1946     MONUMENTED       CGS
 LB0924  HISTORY     - 1965     GOOD             CGS
 LB0924
 LB0924                          STATION DESCRIPTION
 LB0924
 LB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0924'2.2 MI W FROM DAYTON.
 LB0924'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 38 FROM MAIN INTERSECTION
 LB0924'IN DAYTON, THENCE NORTH 1.43 MILES ALONG 400 EAST ROAD, 0.23 MILE
 LB0924'NORTH OF MAIN ENTRANCE TO HALSMER AIR PORT, 20 FEET EAST OF
 LB0924'CENTER-LINE OF ROAD, 2 1/2 FEET NORTH OF A LARGE CONCRETE FENCE
 LB0924'POST.  A STANDARD DISK STAMPED U 94 1946 AND SET IN THE TOP OF A
 LB0924'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 LB0924
 LB0924                          STATION RECOVERY (1965)
 LB0924
 LB0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1656 ***********************************************************************
 LB1656  DESIGNATION -  U 95
 LB1656  PID         -  LB1656
 LB1656  STATE/COUNTY-  IN/FOUNTAIN
 LB1656  COUNTRY     -  US
 LB1656  USGS QUAD   -  ATTICA (2019)
 LB1656
 LB1656                         *CURRENT SURVEY CONTROL
 LB1656  ______________________________________________________________________
 LB1656* NAD 83(1986) POSITION- 40 17 38.     (N) 087 14 54.     (W)   SCALED
 LB1656* NAVD 88 ORTHO HEIGHT -   166.770 (meters)      547.14  (feet) ADJUSTED
 LB1656  ______________________________________________________________________
 LB1656  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LB1656  DYNAMIC HEIGHT  -        166.685 (meters)      546.87  (feet) COMP
 LB1656  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 LB1656
 LB1656  VERT ORDER      -  SECOND    CLASS 0
 LB1656
 LB1656.The horizontal coordinates were scaled from a map and have
 LB1656.an estimated accuracy of +/- 6 seconds.
 LB1656
 LB1656.The orthometric height was determined by differential leveling and
 LB1656.adjusted by the NATIONAL GEODETIC SURVEY
 LB1656.in June 1991.
 LB1656
 LB1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1656.GEOID18 height accuracy estimate available here.
 LB1656
 LB1656.Click photographs - Photos may exist for this station.
 LB1656
 LB1656.The dynamic height is computed by dividing the NAVD 88
 LB1656.geopotential number by the normal gravity value computed on the
 LB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1656.degrees latitude (g = 980.6199 gals.).
 LB1656
 LB1656.The modeled gravity was interpolated from observed gravity values.
 LB1656
 LB1656;                    North         East    Units  Estimated Accuracy
 LB1656;SPC IN W     -   560,160.      885,970.      MT  (+/- 180 meters Scaled)
 LB1656
 LB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK788604(NAD 83)
 LB1656
 LB1656                          SUPERSEDED SURVEY CONTROL
 LB1656
 LB1656  NGVD 29 (??/??/92)  166.839  (m)          547.37   (f) ADJ UNCH    2 0
 LB1656
 LB1656.Superseded values are not recommended for survey control.
 LB1656
 LB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1656.See file dsdata.pdf to determine how the superseded data were derived.
 LB1656
 LB1656_MARKER: DB = BENCH MARK DISK
 LB1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1656_SP_SET: BUILDING FOUNDATION
 LB1656_STAMPING: U 95 1946
 LB1656_MARK LOGO: CGS
 LB1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1656+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 LB1656
 LB1656  HISTORY     - Date     Condition        Report By
 LB1656  HISTORY     - 1946     MONUMENTED       CGS
 LB1656  HISTORY     - 20100325 GOOD             SEC
 LB1656
 LB1656                          STATION DESCRIPTION
 LB1656
 LB1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1656'AT ATTICA.
 LB1656'AT ATTICA, AT THE POST OFFICE, SET IN THE NORTHWEST CORNER OF THE
 LB1656'STONE FOUNDATION OF THE BUILDING, 3 FEET SOUTH OF THE NORTHWEST
 LB1656'CORNER, AND ABOUT 1.7 FOOT ABOVE THE GROUND.  A STANDARD DISK,
 LB1656'STAMPED U 95 1946 AND SET VERTICALLY.
 LB1656
 LB1656                          STATION RECOVERY (2010)
 LB1656
 LB1656'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2010 (JLK)
 LB1656'RECOVERD AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0469 ***********************************************************************
 ME0469  DESIGNATION -  U 96
 ME0469  PID         -  ME0469
 ME0469  STATE/COUNTY-  IN/FULTON
 ME0469  COUNTRY     -  US
 ME0469  USGS QUAD   -  KEWANNA (2019)
 ME0469
 ME0469                         *CURRENT SURVEY CONTROL
 ME0469  ______________________________________________________________________
 ME0469* NAD 83(1997) POSITION- 41 06 47.53618(N) 086 26 02.42248(W)   ADJUSTED
 ME0469* NAD 83(1997) ELLIP HT-   201.361 (meters)        (05/25/99)   ADJUSTED
 ME0469* NAVD 88 ORTHO HEIGHT -   234.778 (meters)      770.27  (feet) ADJUSTED
 ME0469  ______________________________________________________________________
 ME0469  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 ME0469  NAD 83(1997) X  -    299,327.733 (meters)                     COMP
 ME0469  NAD 83(1997) Y  - -4,803,167.593 (meters)                     COMP
 ME0469  NAD 83(1997) Z  -  4,172,035.604 (meters)                     COMP
 ME0469  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 ME0469  DYNAMIC HEIGHT  -        234.682 (meters)      769.95  (feet) COMP
 ME0469  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 ME0469
 ME0469  HORZ ORDER      -  THIRD
 ME0469  VERT ORDER      -  SECOND    CLASS 0
 ME0469  ELLP ORDER      -  FOURTH    CLASS I
 ME0469
 ME0469.The horizontal coordinates were established by GPS observations
 ME0469.and adjusted by the National Geodetic Survey in May 1999.
 ME0469
 ME0469.The orthometric height was determined by differential leveling and
 ME0469.adjusted by the NATIONAL GEODETIC SURVEY
 ME0469.in June 1991.
 ME0469
 ME0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0469.GEOID18 height accuracy estimate available here.
 ME0469
 ME0469.Click photographs - Photos may exist for this station.
 ME0469
 ME0469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0469
 ME0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0469
 ME0469.The ellipsoidal height was determined by GPS observations
 ME0469.and is referenced to NAD 83.
 ME0469
 ME0469.The dynamic height is computed by dividing the NAVD 88
 ME0469.geopotential number by the normal gravity value computed on the
 ME0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0469.degrees latitude (g = 980.6199 gals.).
 ME0469
 ME0469.The modeled gravity was interpolated from observed gravity values.
 ME0469
 ME0469. The following values were computed from the NAD 83(1997) position.
 ME0469
 ME0469;                    North         East     Units Scale Factor Converg.
 ME0469;SPC IN E     -   651,413.485    35,552.213   MT  1.00001777   -0 30 16.5
 ME0469;SPC IN E     - 2,137,179.08    116,640.89   sFT  1.00001777   -0 30 16.5
 ME0469;SPC IN W     -   651,332.907   954,536.018   MT  1.00000326   +0 25 37.1
 ME0469;SPC IN W     - 2,136,914.71  3,131,673.59   sFT  1.00000326   +0 25 37.1
 ME0469;UTM  16      - 4,551,478.294   547,519.511   MT  0.99962779   +0 22 19.8
 ME0469
 ME0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0469!SPC IN E     -   0.99996842  x   1.00001777  =   0.99998619
 ME0469!SPC IN W     -   0.99996842  x   1.00000326  =   0.99997168
 ME0469!UTM  16      -   0.99996842  x   0.99962779  =   0.99959622
 ME0469
 ME0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4751951478(NAD 83)
 ME0469
 ME0469                          SUPERSEDED SURVEY CONTROL
 ME0469
 ME0469  NAD 83(1986)-  41 06 47.53945(N)    086 26 02.43031(W) AD(       ) 3
 ME0469  NAD 27      -  41 06 47.38447(N)    086 26 02.39235(W) AD(       ) 3
 ME0469  NGVD 29 (??/??/92)  234.900  (m)          770.67   (f) ADJ UNCH    2 0
 ME0469  NGVD 29             234.90   (m)          770.7    (f) LEVELING    3  
 ME0469  NGVD 29 (02/23/89)  235.     (m)  RAPSU86  model used  GPS OBS        
 ME0469
 ME0469.Superseded values are not recommended for survey control.
 ME0469
 ME0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0469.See file dsdata.pdf to determine how the superseded data were derived.
 ME0469
 ME0469_MARKER: DB = BENCH MARK DISK
 ME0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0469_STAMPING: U 96 1946
 ME0469_MARK LOGO: CGS
 ME0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0469+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1990
 ME0469
 ME0469  HISTORY     - Date     Condition        Report By
 ME0469  HISTORY     - 1946     MONUMENTED       CGS
 ME0469  HISTORY     - 19880705 GOOD             NGS
 ME0469  HISTORY     - 1990     GOOD             USPSQD
 ME0469  HISTORY     - 19901010 GOOD             NGS
 ME0469
 ME0469                          STATION DESCRIPTION
 ME0469
 ME0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0469'2.6 MI SW FROM DELONG.
 ME0469'ABOUT 1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0469'STATION AT DELONG, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, IN
 ME0469'THE SOUTHWEST QUARTER OF A NORTH-SOUTH GRAVEL ROAD INTERSECTION,
 ME0469'43 FEET SOUTHWEST AND ACROSS THE EAST-WEST ROAD FROM POWER POLE
 ME0469'NUMBER 273-993, 69 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ME0469'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ME0469'8 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE,
 ME0469'ABOUT 1 FOOT LOWER THAN ROAD LEVEL, AND SET IN THE TOP OF A
 ME0469'CONCRETE POST PROJECTING 6 INCHES.
 ME0469
 ME0469                          STATION RECOVERY (1988)
 ME0469
 ME0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME0469'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTHWEST OF
 ME0469'ROCHESTER, 17.7 KM (11.00 MI) NORTHEAST OF WINAMAC, 4.2 KM (2.60 MI)
 ME0469'SOUTHWEST OF DELONG AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--INDIANA
 ME0469'DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE
 ME0469'OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 ME0469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND MAIN
 ME0469'STREET IN KEWANNA, GO NORTH ON STATE HIGHWAY 17 FOR 4.59 KM (2.85 MI)
 ME0469'TO A CROSSROAD, STATE HIGHWAY 14.  CONTINUE NORTH ON STATE HIGHWAY 17
 ME0469'FOR 6.76 KM (4.20 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 ME0469'COUNTY ROAD 400N FOR 0.4 KM (0.25 MI) TO COUNTY ROAD 1000W AND THE
 ME0469'STATION IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION.
 ME0469'THE MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---U 96 1946---,
 ME0469'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ME0469'GROUND. LOCATED 21.03 M (69.0 FT) WEST FROM CENTER OF COUNTY ROAD
 ME0469'1000W, 5.49 M (18.0 FT) SOUTH FROM CENTER OF COUNTY ROAD 400N, 2.44 M
 ME0469'(8.0 FT) WEST FROM A FENCE CORNER AND 0.31 M (1.0 FT) SOUTH FROM A
 ME0469'FENCELINE AND WITNESS POST.
 ME0469'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME0469'DESCRIBED BY D.L. ADAMS.
 ME0469
 ME0469                          STATION RECOVERY (1990)
 ME0469
 ME0469'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0469'RECOVERED IN GOOD CONDITION.
 ME0469
 ME0469                          STATION RECOVERY (1990)
 ME0469
 ME0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ME0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1538 ***********************************************************************
 LB1538  DESIGNATION -  U 97
 LB1538  PID         -  LB1538
 LB1538  STATE/COUNTY-  IN/FOUNTAIN
 LB1538  COUNTRY     -  US
 LB1538  USGS QUAD   -  MELLOTT (2019)
 LB1538
 LB1538                         *CURRENT SURVEY CONTROL
 LB1538  ______________________________________________________________________
 LB1538* NAD 83(1986) POSITION- 40 12 53.     (N) 087 14 35.     (W)   SCALED
 LB1538* NAVD 88 ORTHO HEIGHT -   194.657 (meters)      638.64  (feet) ADJUSTED
 LB1538  ______________________________________________________________________
 LB1538  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 LB1538  DYNAMIC HEIGHT  -        194.558 (meters)      638.31  (feet) COMP
 LB1538  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 LB1538
 LB1538  VERT ORDER      -  SECOND    CLASS 0
 LB1538
 LB1538.The horizontal coordinates were scaled from a map and have
 LB1538.an estimated accuracy of +/- 6 seconds.
 LB1538
 LB1538.The orthometric height was determined by differential leveling and
 LB1538.adjusted by the NATIONAL GEODETIC SURVEY
 LB1538.in June 1991.
 LB1538
 LB1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1538.GEOID18 height accuracy estimate available here.
 LB1538
 LB1538.Click photographs - Photos may exist for this station.
 LB1538
 LB1538.The dynamic height is computed by dividing the NAVD 88
 LB1538.geopotential number by the normal gravity value computed on the
 LB1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1538.degrees latitude (g = 980.6199 gals.).
 LB1538
 LB1538.The modeled gravity was interpolated from observed gravity values.
 LB1538
 LB1538;                    North         East    Units  Estimated Accuracy
 LB1538;SPC IN W     -   551,370.      886,400.      MT  (+/- 180 meters Scaled)
 LB1538
 LB1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793516(NAD 83)
 LB1538
 LB1538                          SUPERSEDED SURVEY CONTROL
 LB1538
 LB1538  NGVD 29 (??/??/92)  194.731  (m)          638.88   (f) ADJ UNCH    2 0
 LB1538
 LB1538.Superseded values are not recommended for survey control.
 LB1538
 LB1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1538.See file dsdata.pdf to determine how the superseded data were derived.
 LB1538
 LB1538_MARKER: DB = BENCH MARK DISK
 LB1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1538_STAMPING: U 97 1946
 LB1538_MARK LOGO: CGS
 LB1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1538+STABILITY: SURFACE MOTION
 LB1538
 LB1538  HISTORY     - Date     Condition        Report By
 LB1538  HISTORY     - 1946     MONUMENTED       CGS
 LB1538
 LB1538                          STATION DESCRIPTION
 LB1538
 LB1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1538'1.5 MI S FROM ROB ROY.
 LB1538'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1538'WITH STATE HIGHWAY 55 AT ROB ROY, 41 FEET WEST OF THE CENTER
 LB1538'LINE OF THE HIGHWAY, 37 FEET NORTHWEST OF A ROUND CONCRETE FENCE
 LB1538'POST, 25 FEET NORTHWEST OF POWER LINE POLE NO. 145-185, 1 FOOT
 LB1538'EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB1538'POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1538'STAMPED U 97 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1538'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1668 ***********************************************************************
 LB1668  DESIGNATION -  U 98
 LB1668  PID         -  LB1668
 LB1668  STATE/COUNTY-  IN/WARREN
 LB1668  COUNTRY     -  US
 LB1668  USGS QUAD   -  WEST LEBANON (2019)
 LB1668
 LB1668                         *CURRENT SURVEY CONTROL
 LB1668  ______________________________________________________________________
 LB1668* NAD 83(1986) POSITION- 40 16 47.     (N) 087 22 58.     (W)   SCALED
 LB1668* NAVD 88 ORTHO HEIGHT -   203.087 (meters)      666.29  (feet) ADJUSTED
 LB1668  ______________________________________________________________________
 LB1668  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 LB1668  DYNAMIC HEIGHT  -        202.984 (meters)      665.96  (feet) COMP
 LB1668  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 LB1668
 LB1668  VERT ORDER      -  SECOND    CLASS 0
 LB1668
 LB1668.The horizontal coordinates were scaled from a map and have
 LB1668.an estimated accuracy of +/- 6 seconds.
 LB1668
 LB1668.The orthometric height was determined by differential leveling and
 LB1668.adjusted by the NATIONAL GEODETIC SURVEY
 LB1668.in June 1991.
 LB1668
 LB1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1668.GEOID18 height accuracy estimate available here.
 LB1668
 LB1668.Click photographs - Photos may exist for this station.
 LB1668
 LB1668.The dynamic height is computed by dividing the NAVD 88
 LB1668.geopotential number by the normal gravity value computed on the
 LB1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1668.degrees latitude (g = 980.6199 gals.).
 LB1668
 LB1668.The modeled gravity was interpolated from observed gravity values.
 LB1668
 LB1668;                    North         East    Units  Estimated Accuracy
 LB1668;SPC IN W     -   558,620.      874,540.      MT  (+/- 180 meters Scaled)
 LB1668
 LB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK674588(NAD 83)
 LB1668
 LB1668                          SUPERSEDED SURVEY CONTROL
 LB1668
 LB1668  NGVD 29 (??/??/92)  203.139  (m)          666.47   (f) ADJ UNCH    2 0
 LB1668
 LB1668.Superseded values are not recommended for survey control.
 LB1668
 LB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1668.See file dsdata.pdf to determine how the superseded data were derived.
 LB1668
 LB1668_MARKER: DB = BENCH MARK DISK
 LB1668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1668_SP_SET: CULVERT HEADWALL
 LB1668_STAMPING: U 98 1946
 LB1668_MARK LOGO: CGS
 LB1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1668+STABILITY: SURFACE MOTION
 LB1668
 LB1668  HISTORY     - Date     Condition        Report By
 LB1668  HISTORY     - 1946     MONUMENTED       CGS
 LB1668
 LB1668                          STATION DESCRIPTION
 LB1668
 LB1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1668'0.7 MI NE FROM WEST LEBANON.
 LB1668'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 LB1668'AT WEST LEBANON, THENCE ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY
 LB1668'28, SET IN THE EAST END OF THE SOUTH HEAD WALL OF A 6 FOOT
 LB1668'CONCRETE CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB1668'1 FOOT WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT LEVEL
 LB1668'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED U 98 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1574 ***********************************************************************
 LB1574  DESIGNATION -  U 99
 LB1574  PID         -  LB1574
 LB1574  STATE/COUNTY-  IN/WARREN
 LB1574  COUNTRY     -  US
 LB1574  USGS QUAD   -  COVINGTON (2019)
 LB1574
 LB1574                         *CURRENT SURVEY CONTROL
 LB1574  ______________________________________________________________________
 LB1574* NAD 83(1986) POSITION- 40 12 24.     (N) 087 23 55.     (W)   SCALED
 LB1574* NAVD 88 ORTHO HEIGHT -   156.727 (meters)      514.20  (feet) ADJUSTED
 LB1574  ______________________________________________________________________
 LB1574  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 LB1574  DYNAMIC HEIGHT  -        156.647 (meters)      513.93  (feet) COMP
 LB1574  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 LB1574
 LB1574  VERT ORDER      -  SECOND    CLASS 0
 LB1574
 LB1574.The horizontal coordinates were scaled from a map and have
 LB1574.an estimated accuracy of +/- 6 seconds.
 LB1574
 LB1574.The orthometric height was determined by differential leveling and
 LB1574.adjusted by the NATIONAL GEODETIC SURVEY
 LB1574.in June 1991.
 LB1574
 LB1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1574.GEOID18 height accuracy estimate available here.
 LB1574
 LB1574.Click photographs - Photos may exist for this station.
 LB1574
 LB1574.The dynamic height is computed by dividing the NAVD 88
 LB1574.geopotential number by the normal gravity value computed on the
 LB1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1574.degrees latitude (g = 980.6199 gals.).
 LB1574
 LB1574.The modeled gravity was interpolated from observed gravity values.
 LB1574
 LB1574;                    North         East    Units  Estimated Accuracy
 LB1574;SPC IN W     -   550,510.      873,160.      MT  (+/- 180 meters Scaled)
 LB1574
 LB1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK660507(NAD 83)
 LB1574
 LB1574                          SUPERSEDED SURVEY CONTROL
 LB1574
 LB1574  NGVD 29 (??/??/92)  156.782  (m)          514.38   (f) ADJ UNCH    2 0
 LB1574
 LB1574.Superseded values are not recommended for survey control.
 LB1574
 LB1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1574.See file dsdata.pdf to determine how the superseded data were derived.
 LB1574
 LB1574_MARKER: DB = BENCH MARK DISK
 LB1574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1574_SP_SET: BRIDGE
 LB1574_STAMPING: U 99 1946
 LB1574_MARK LOGO: CGS
 LB1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1574
 LB1574  HISTORY     - Date     Condition        Report By
 LB1574  HISTORY     - 1946     MONUMENTED       CGS
 LB1574
 LB1574                          STATION DESCRIPTION
 LB1574
 LB1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1574'4.6 MI SW FROM WEST LEBANON.
 LB1574'ABOUT 4.65 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE
 LB1574'POST OFFICE AT LEBANON, SET IN THE NORTHWEST END OF THE EAST
 LB1574'WING WALL OF AN 18 FOOT CONCRETE BRIDGE, 23 FEET SOUTHEAST
 LB1574'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE CONCRETE
 LB1574'GUARD RAIL, AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE
 LB1574'HIGHWAY.  A STANDARD DISK, STAMPED U 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1658 ***********************************************************************
 MD1658  DESIGNATION -  ULREY
 MD1658  PID         -  MD1658
 MD1658  STATE/COUNTY-  IN/KOSCIUSKO
 MD1658  COUNTRY     -  US
 MD1658  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1658
 MD1658                         *CURRENT SURVEY CONTROL
 MD1658  ______________________________________________________________________
 MD1658* NAD 83(1997) POSITION- 41 04 17.00341(N) 085 47 00.59320(W)   ADJUSTED
 MD1658* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 MD1658  ______________________________________________________________________
 MD1658  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 MD1658  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 MD1658  HORZ ORDER      -  SECOND
 MD1658
 MD1658.The horizontal coordinates were established by classical geodetic methods
 MD1658.and adjusted by the National Geodetic Survey in May 1999.
 MD1658
 MD1658.The orthometric height was scaled from a topographic map.
 MD1658
 MD1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1658.GEOID18 height accuracy estimate available here.
 MD1658
 MD1658.Click photographs - Photos may exist for this station.
 MD1658
 MD1658.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1658
 MD1658. The following values were computed from the NAD 83(1997) position.
 MD1658
 MD1658;                    North         East     Units Scale Factor Converg.
 MD1658;SPC IN E     -   646,492.678    90,181.305   MT  0.99996785   -0 04 36.3
 MD1658;SPC IN E     - 2,121,034.73    295,869.83   sFT  0.99996785   -0 04 36.3
 MD1658;UTM  16      - 4,547,394.933   602,200.268   MT  0.99972855   +0 47 57.5
 MD1658
 MD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1658!SPC IN E     -   0.99996123  x   0.99996785  =   0.99992908
 MD1658!UTM  16      -   0.99996123  x   0.99972855  =   0.99968979
 MD1658
 MD1658:                Primary Azimuth Mark                     Grid Az
 MD1658:SPC IN E     -  ULREY AZ MK                              291 55 23.4
 MD1658:UTM  16      -  ULREY AZ MK                              291 02 49.6
 MD1658
 MD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0220047394(NAD 83)
 MD1658
 MD1658|---------------------------------------------------------------------|
 MD1658| PID    Reference Object                     Distance      Geod. Az  |
 MD1658|                                                           dddmmss.s |
 MD1658| CD1354 ULREY RM 1                            6.919 METERS 00156     |
 MD1658| CD1355 ULREY RM 2                            4.542 METERS 17105     |
 MD1658| CD1353 ULREY AZ MK                                        2915047.1 |
 MD1658|---------------------------------------------------------------------|
 MD1658
 MD1658                          SUPERSEDED SURVEY CONTROL
 MD1658
 MD1658  NAD 83(1986)-  41 04 17.00724(N)    085 47 00.60423(W) AD(       ) 2
 MD1658  NAD 27      -  41 04 16.84850(N)    085 47 00.65060(W) AD(       ) 2
 MD1658
 MD1658.Superseded values are not recommended for survey control.
 MD1658
 MD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1658.See file dsdata.pdf to determine how the superseded data were derived.
 MD1658
 MD1658_MARKER: DS = TRIANGULATION STATION DISK
 MD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1658_STAMPING: ULREY 1947
 MD1658_MARK LOGO: CGS
 MD1658_PROJECTION: FLUSH
 MD1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1658+STABILITY: SURFACE MOTION
 MD1658
 MD1658  HISTORY     - Date     Condition        Report By
 MD1658  HISTORY     - 1947     MONUMENTED       CGS
 MD1658
 MD1658                          STATION DESCRIPTION
 MD1658
 MD1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1658'STATION IS LOCATED ABOUT 6 MILES EAST OF SILVER LAKE AND ABOUT 6 MILES
 MD1658'NORTH OF NORTH MANCHESTER, ON THE PROPERTY OF MR. TUCKER.  IT IS ON A
 MD1658'HIGH KNOLL, 0.1 MILE SOUTHWEST OF BARN, 69 FEET SOUTHEAST OF A 24 INCH
 MD1658'MAPLE TREE, 165 FEET SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A
 MD1658'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ULREY 1947.
 MD1658'
 MD1658'REFERENCE MARK NO. 1 IS 22.70 FEET NORTH OF STATION.  IT IS 55 FEET
 MD1658'SOUTHEAST OF A 24 INCH MAPLE TREE, 142 FEET SOUTH OF A FENCE CORNER
 MD1658'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1658'STAMPED ULREY NO 1 1947.
 MD1658'
 MD1658'REFERENCE MARK NO. 2 IS 14.90 FEET SOUTH OF THE STATION.  IT IS 1 FOOT
 MD1658'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ULREY
 MD1658'NO 2 1947.
 MD1658'
 MD1658'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION.  IT
 MD1658'IS 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 14, AND 25 FEET EAST
 MD1658'OF THE EEL RIVER CHURCH DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 MD1658'STAMPED ULREY 1947.
 MD1658'
 MD1658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN
 MD1658'SILVER LAKE, GO EAST ON STATE HIGHWAY 14 FOR 5.9 MILES TO THE AZIMUTH
 MD1658'MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO A PAVED
 MD1658'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE DRIVEWAY OF A
 MD1658'FARM ON THE RIGHT, TURN RIGHT INTO FARMYARD AND PASS ALONG THE NORTH
 MD1658'SIDE OF BARN AND THROUGH A GATE INTO A LANE LEADING TO THE TOP OF A
 MD1658'HILL AND THE STATION AS DESCRIBED.
 MD1658'
 MD1658'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1879 ***********************************************************************
 JA1879  DESIGNATION -  UNDERWOOD
 JA1879  PID         -  JA1879
 JA1879  STATE/COUNTY-  IN/DUBOIS
 JA1879  COUNTRY     -  US
 JA1879  USGS QUAD   -  HUNTINGBURG (2019)
 JA1879
 JA1879                         *CURRENT SURVEY CONTROL
 JA1879  ______________________________________________________________________
 JA1879* NAD 83(1997) POSITION- 38 20 17.00540(N) 086 57 03.99786(W)   ADJUSTED
 JA1879* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 JA1879  ______________________________________________________________________
 JA1879  GEOID HEIGHT    -        -32.346 (meters)                     GEOID18
 JA1879  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 JA1879  HORZ ORDER      -  THIRD
 JA1879
 JA1879.The horizontal coordinates were established by classical geodetic methods
 JA1879.and adjusted by the National Geodetic Survey in May 1999.
 JA1879
 JA1879.The orthometric height was scaled from a topographic map.
 JA1879
 JA1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1879.GEOID18 height accuracy estimate available here.
 JA1879
 JA1879.Click photographs - Photos may exist for this station.
 JA1879
 JA1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1879
 JA1879. The following values were computed from the NAD 83(1997) position.
 JA1879
 JA1879;                    North         East     Units Scale Factor Converg.
 JA1879;SPC IN W     -   343,025.274   911,559.558   MT  0.99996831   +0 04 55.3
 JA1879;SPC IN W     - 1,125,408.75  2,990,674.98   sFT  0.99996831   +0 04 55.3
 JA1879;UTM  16      - 4,243,325.365   504,272.587   MT  0.99960022   +0 01 49.2
 JA1879
 JA1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1879!SPC IN W     -   0.99998266  x   0.99996831  =   0.99995097
 JA1879!UTM  16      -   0.99998266  x   0.99960022  =   0.99958288
 JA1879
 JA1879:                Primary Azimuth Mark                     Grid Az
 JA1879:SPC IN W     -  UNDERWOOD AZ MK                          183 55 54.2
 JA1879:UTM  16      -  UNDERWOOD AZ MK                          183 59 00.3
 JA1879
 JA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0427243325(NAD 83)
 JA1879
 JA1879|---------------------------------------------------------------------|
 JA1879| PID    Reference Object                     Distance      Geod. Az  |
 JA1879|                                                           dddmmss.s |
 JA1879| CG9311 UNDERWOOD RM 1                       25.713 METERS 02801     |
 JA1879| CG9312 UNDERWOOD RM 2                       16.932 METERS 10610     |
 JA1879| CG9310 UNDERWOOD AZ MK                                    1840049.5 |
 JA1879|---------------------------------------------------------------------|
 JA1879
 JA1879                          SUPERSEDED SURVEY CONTROL
 JA1879
 JA1879  NAD 83(1993)-  38 20 17.00932(N)    086 57 04.00100(W) AD(       ) 3
 JA1879  NAD 83(1986)-  38 20 17.01259(N)    086 57 04.00097(W) AD(       ) 3
 JA1879  NAD 27      -  38 20 16.82400(N)    086 57 04.01100(W) AD(       ) 3
 JA1879
 JA1879.Superseded values are not recommended for survey control.
 JA1879
 JA1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1879.See file dsdata.pdf to determine how the superseded data were derived.
 JA1879
 JA1879_MARKER: DS = TRIANGULATION STATION DISK
 JA1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1879_STAMPING: UNDERWOOD 1946
 JA1879_MARK LOGO: CGS
 JA1879_PROJECTION: RECESSED 30 CENTIMETERS
 JA1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1879+STABILITY: SURFACE MOTION
 JA1879
 JA1879  HISTORY     - Date     Condition        Report By
 JA1879  HISTORY     - 1946     MONUMENTED       CGS
 JA1879  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1879
 JA1879                          STATION DESCRIPTION
 JA1879
 JA1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1879'THE STATION IS LOCATED 2.8 MILES NORTH ON STATE ROUTE 45 FROM THE
 JA1879'JUNCTION OF STATE ROUTES 64 AND 45 IN HUNTINGBURG, ABOUT 250 FEET WEST
 JA1879'OF THE CENTERLINE OF THE HIGHWAY AND IS ON PROPERTY OWNED BY BEN C
 JA1879'UNDERWOOD AT THE TOP OF A SMALL KNOLL IN A MEADOW.  THE MARK IS 12
 JA1879'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JA1879'UNDERWOOD 1946.
 JA1879'
 JA1879'REFERENCE MARK NO 1 IS 84.36 FEET NORTHEAST OF THE STATION AND ABOUT
 JA1879'200 FEET WEST OF THE CENTERLINE OF THE HIGHWAY ON THE NORTHEAST SLOPE
 JA1879'OF THE HILL.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 JA1879'UNDERWOOD NO 1 1946.
 JA1879'
 JA1879'REFERENCE MARK NO 2 IS 55.55 FEET SOUTHEAST OF THE STATION AND ABOUT
 JA1879'150 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH
 JA1879'WITH THE GROUND AND THE DISK IS STAMPED UNDERWOOD NO 2 1946.
 JA1879'
 JA1879'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, 22.5 FEET
 JA1879'WEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF A TELEPHONE
 JA1879'POLE.  4.5 FEET NORTH OF A WITNESS POST AND 1.5 FEET EAST OF A
 JA1879'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1879'UNDERWOOD 1946.
 JA1879'
 JA1879'THE STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 45
 JA1879'IN HUNTINGBURG BY GOING NORTH ON HIGHWAY 45 FOR 2.5 MILES, THE AZIMUTH
 JA1879'IS LOCATED HERE ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 0.2
 JA1879'MILE TO THE ENTRANCE TO THE FARM ON THE LEFT, GO LEFT AND FOLLOW TRACK
 JA1879'ROAD AROUND THE HOUSE, THENCE GO NORTH THROUGH A BOARD GATE, THENCE
 JA1879'EAST PAST BARN AND THROUGH A SECOND GATE, HERE GO NORTH TO TOP OF THE
 JA1879'HILL AND THE STATION.
 JA1879
 JA1879                          STATION RECOVERY (1965)
 JA1879
 JA1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JA1879'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 JA1879'IN GOOD CONDITION.  THE AZIMUTH MARK WAS LOCATED ABOUT 0.15 MILE SOUTH
 JA1879'FROM THE ORIGINAL POSITION AND WAS IN POOR CONDITION.  A COMPLETE AND
 JA1879'THOROUGH SEARCH WAS MADE FOR THE SUB-SURFACE STATION MARK, BUT NO
 JA1879'EVIDENCE OF IT COULD BE FOUND.  A DR. HECK OF JASPER, INDIANA
 JA1879'PREVIOUSLY OWNED THE PROPERTY AND HAD THE TOP OF THE HILL LEVELED IN
 JA1879'ORDER TO BUILD A LARGE CHICKEN HOUSE.  HE STATES THAT HE NEVER DID SEE
 JA1879'ANY EVIDENCE OF THE OLD STATION, AND IS SURE IT WOULD HAVE BEEN
 JA1879'DESTROYED DURING THIS BUILDING, AS ABOUT SIX FEET OF THE TOP OF THE
 JA1879'KNOLL WAS LEVELED.  THE REFERENCE MARKS WOULD BE DESTROYED BY PRESENT
 JA1879'CONSTRUCTION OF NEW STATE ROUTE 45, AS THE OLD STATION HILL IS TO BE
 JA1879'LOWERED ABOUT THIRTY FEET FOR ITS ENTIRE WIDTH TO BE USED AS FILL IN
 JA1879'THE LOWLANDS AT THE RIVER.  THIS REMOVED THE POSSIBILITY TO SET A NEW
 JA1879'STATION BY USING THE EXISTING REFERENCE MARKS, SO THEY WERE DESTROYED
 JA1879'AND THE DISK REMOVED FROM ALL EXISTING MARKS FOR SUBMISSION TO THE
 JA1879'WASHINGTON OFFICE.
 JA1879'
 JA1879'THE ENTIRE STATION SHOULD BE CONSIDERED LOST.
 JA1879'
 JA1879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 JA1879'NORTH OF HUNTINGBURG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0625 ***********************************************************************
 JA0625  DESIGNATION -  UNION
 JA0625  PID         -  JA0625
 JA0625  STATE/COUNTY-  IN/PERRY
 JA0625  COUNTRY     -  US
 JA0625  USGS QUAD   -  DERBY (2019)
 JA0625
 JA0625                         *CURRENT SURVEY CONTROL
 JA0625  ______________________________________________________________________
 JA0625* NAD 83(1997) POSITION- 38 07 17.37803(N) 086 31 01.92835(W)   ADJUSTED
 JA0625* NAVD 88 ORTHO HEIGHT -   240.512 (meters)      789.08  (feet) ADJUSTED
 JA0625  ______________________________________________________________________
 JA0625  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 JA0625  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 JA0625  DYNAMIC HEIGHT  -        240.339 (meters)      788.51  (feet) COMP
 JA0625  MODELED GRAVITY -    979,905.0   (mgal)                       NAVD 88
 JA0625
 JA0625  HORZ ORDER      -  FIRST
 JA0625  VERT ORDER      -  FIRST     CLASS II
 JA0625
 JA0625.The horizontal coordinates were established by classical geodetic methods
 JA0625.and adjusted by the National Geodetic Survey in May 1999.
 JA0625
 JA0625.The orthometric height was determined by differential leveling and
 JA0625.adjusted by the NATIONAL GEODETIC SURVEY
 JA0625.in June 1991.
 JA0625
 JA0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0625.GEOID18 height accuracy estimate available here.
 JA0625
 JA0625.Click photographs - Photos may exist for this station.
 JA0625
 JA0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0625
 JA0625.The dynamic height is computed by dividing the NAVD 88
 JA0625.geopotential number by the normal gravity value computed on the
 JA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0625.degrees latitude (g = 980.6199 gals.).
 JA0625
 JA0625.The modeled gravity was interpolated from observed gravity values.
 JA0625
 JA0625. The following values were computed from the NAD 83(1997) position.
 JA0625
 JA0625;                    North         East     Units Scale Factor Converg.
 JA0625;SPC IN W     -   319,130.513   949,641.072   MT  0.99999700   +0 20 58.2
 JA0625;SPC IN W     - 1,047,014.02  3,115,614.08   sFT  0.99999700   +0 20 58.2
 JA0625;UTM  16      - 4,219,405.229   542,318.439   MT  0.99962206   +0 17 53.0
 JA0625
 JA0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0625!SPC IN W     -   0.99996742  x   0.99999700  =   0.99996442
 JA0625!UTM  16      -   0.99996742  x   0.99962206  =   0.99958949
 JA0625
 JA0625:                Primary Azimuth Mark                     Grid Az
 JA0625:SPC IN W     -  UNION AZ MK                              272 35 58.0
 JA0625:UTM  16      -  UNION AZ MK                              272 39 03.2
 JA0625
 JA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4231819405(NAD 83)
 JA0625
 JA0625|---------------------------------------------------------------------|
 JA0625| PID    Reference Object                     Distance      Geod. Az  |
 JA0625|                                                           dddmmss.s |
 JA0625| JA0626 UNION RM 1                           35.539 METERS 06625     |
 JA0625| JA1807 LEOPOLD ST AUGUSTINUS CATH CH       APPROX. 6.1 KM 2493516.5 |
 JA0625| JA0627 UNION AZ MK                                        2725656.2 |
 JA0625| JA0624 UNION RM 2                           34.306 METERS 30315     |
 JA0625|---------------------------------------------------------------------|
 JA0625
 JA0625                          SUPERSEDED SURVEY CONTROL
 JA0625
 JA0625  NAD 83(1993)-  38 07 17.37992(N)    086 31 01.92909(W) AD(       ) 1
 JA0625  NAD 83(1986)-  38 07 17.38462(N)    086 31 01.93298(W) AD(       ) 1
 JA0625  NAD 27      -  38 07 17.15700(N)    086 31 02.01500(W) AD(       ) 1
 JA0625  NGVD 29 (??/??/92)  240.613  (m)          789.41   (f) ADJ UNCH    1 2
 JA0625  NGVD 29             240.61   (m)          789.4    (f) LEVELING    3  
 JA0625
 JA0625.Superseded values are not recommended for survey control.
 JA0625
 JA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0625.See file dsdata.pdf to determine how the superseded data were derived.
 JA0625
 JA0625_MARKER: DS = TRIANGULATION STATION DISK
 JA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0625_STAMPING: UNION 1946
 JA0625_MARK LOGO: CGS
 JA0625_PROJECTION: FLUSH
 JA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0625+STABILITY: SURFACE MOTION
 JA0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0625+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2016
 JA0625
 JA0625  HISTORY     - Date     Condition        Report By
 JA0625  HISTORY     - 1946     MONUMENTED       CGS
 JA0625  HISTORY     - 1965     GOOD             CGS
 JA0625  HISTORY     - 1965     GOOD             CGS
 JA0625  HISTORY     - 20130629 GOOD             INDOT
 JA0625  HISTORY     - 20160605 GOOD             GEOCAC
 JA0625
 JA0625                          STATION DESCRIPTION
 JA0625
 JA0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0625'THIS STATION IS ABOUT 0.25 EAST OF MT PLEASANT, SOUTHEAST OF THE
 JA0625'JUNCTION MENTIONED ABOVE, 47 FEET NORTH OF A BRICK STORE AND 47 FEET
 JA0625'SOUTH OF A WHITE POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JA0625'IS STAMPED UNION 1946.
 JA0625'
 JA0625'REFERENCE MARK NO 1 IS 116.60 FEET EAST OF THE STATION, 222 FEET EAST
 JA0625'OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET SOUTH OF A GRAVEL ROAD.
 JA0625'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED UNION NO 1 1946.
 JA0625'
 JA0625'REFERENCE MARK NO 2 IS 79.74 FEET NORTHWEST OF THE STATION, 45 FEET
 JA0625'EAST OF THE CENTERLINE OF THE HIGHWAY AND 19 FEET SOUTH OF A GRAVEL
 JA0625'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED UNION NO 2
 JA0625'1946.
 JA0625'
 JA0625'THE AZIMUTH MARK IS WEST OF THE STATION IN MT PLEASANT, 21 FEET NORTH
 JA0625'OF THE CENTERLINE OF THE MT PLEASANT ROAD, 9 FEET NORTHWEST OF A
 JA0625'CULVERT AND 2 FEET NORTH OF A WHITE POST.  THE MARK PROJECTS 1 INCH
 JA0625'AND THE DISK IS STAMPED UNION 1946.
 JA0625'
 JA0625'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0625
 JA0625                          STATION RECOVERY (1965)
 JA0625
 JA0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0625'THE STATION MARK, STAMPED UNION 1946, IS ABOUT 8.7 MILES SOUTH ALONG
 JA0625'STATE HIGHWAY 66 FROM THE POST OFFICE AT SULPHUR, IN SECTION 34, T 4
 JA0625'S, R 1 W, AT THE CROSSROADS AT THE SMALL SETTLEMENT OF MT.  PLEASANT,
 JA0625'101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF THE
 JA0625'CENTER LINE OF A GRAVELED ROAD, 38 FEET NORTH OF THE NORTHEAST CORNER
 JA0625'OF A BUILDING, 4 FEET SOUTHEAST OF A 10-INCH APPLE TREE, 51 FEET SOUTH
 JA0625'OF A RIGHT-OF-WAY MARKER POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JA0625'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 3 INCHES BELOW
 JA0625'THE SURFACE OF THE GROUND.
 JA0625'
 JA0625'R.M. 1, STAMPED UNION NO 1 1946, IS AT THE CROSSROADS AT THE SMALL
 JA0625'SETTLEMENT OF MT. PLEASANT, 15 FEET SOUTH OF THE CENTER LINE OF A
 JA0625'GRAVELED ROAD, 25 FEET EAST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE
 JA0625'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0625'PROJECTING 1 INCH.
 JA0625'
 JA0625'R.M. 2, STAMPED UNION NO 2 1946, IS AT THE CROSSROADS AT THE SMALL
 JA0625'SETTLEMENT OF MT. PLEASANT, 45 FEET EAST OF THE CENTER LINE OF THE
 JA0625'HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 54 FEET
 JA0625'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE
 JA0625'GRAVELED ROAD, 2-1/2 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS
 JA0625'BRACED BY 2 GUY WIRES, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 JA0625'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JA0625'
 JA0625'THE AZIMUTH MARK, STAMPED UNION 1946, IS 0.3 MILE WEST ALONG A PAVED
 JA0625'ROAD FROM THE STATION, IN SECTION 33, T 4 S, R 1 W, 21 FEET NORTH OF
 JA0625'THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF A
 JA0625'GRAVELED ROAD LEADING NORTH, 96 FEET WEST OF THE WEST CORNER OF A
 JA0625'HOUSE OWNED BY MR. JOHN ALLINGER, 9 FEET NORTHWEST OF A CULVERT,
 JA0625'35-1/2 FEET EAST OF A POWER POLE, 5 FEET SOUTH OF AN 8-INCH MAPLE TREE
 JA0625'BEARING A WITNESS SHIELD ON THE SOUTH SIDE, ABOUT LEVEL WITH THE
 JA0625'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA0625'GROUND.
 JA0625
 JA0625                          STATION RECOVERY (1965)
 JA0625
 JA0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0625'8.7 MI S FROM SULPHUR.
 JA0625'ABOUT 8.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0625'AT SULPHUR, IN SECTION 34, T 4 S, R 1 W, AT THE CROSSROADS AT
 JA0625'THE SMALL SETTLEMENT OF MT. PLEASANT, 101 FEET EAST OF TTHE
 JA0625'CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF THE CENTER LINE
 JA0625'OF A GRAVELED ROAD, 38 FEET NORTH OF THE NORTHEAST CORNER OF A
 JA0625'BUILDING, 4 FEET SOUTHEAST OF A 10-INCH APPLE TREE, 51 FEET
 JA0625'SOUTH OF A RIGHT-OF-WAY MARKER, ABOUT 1 FOOT BELOW THE LEVEL OF
 JA0625'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS 3 INCHES
 JA0625'BELOW THE SURFACE OF THE GROUND.
 JA0625
 JA0625                          STATION RECOVERY (2013)
 JA0625
 JA0625'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA0625'GENERAL LOCATION AND TO REACH NARRATIVES ARE ADEQUATE.
 JA0625'
 JA0625'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 JA0625'STATE ROUTE 66 AND MOUNT PLEASANT ROAD.
 JA0625'
 JA0625'THE STATION IS LOCATED 101 FT (30.8 M) EAST OF THE CENTERLINE OF STATE
 JA0625'ROUTE 66, 65 FT (19.8 M) SOUTH OF THE CENTERLINE OF MOUNT PLEASANT
 JA0625'ROAD, 38 FT (11.6 M) NORTH OF THE NORTHEAST CORNER OF A HOUSE, 51 FT
 JA0625'(15.5 M) SOUTH OF A ROW MARKER, AND MARKED BY A FIBERGLASS WITNESS
 JA0625'POST. STATION IS FLUSH WITH THE GROUND.
 JA0625
 JA0625                          STATION RECOVERY (2016)
 JA0625
 JA0625'RECOVERY NOTE BY GEOCACHING 2016 (DSA)
 JA0625'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2249 ***********************************************************************
 ME2249  DESIGNATION -  UNION
 ME2249  PID         -  ME2249
 ME2249  STATE/COUNTY-  IN/ST JOSEPH
 ME2249  COUNTRY     -  US
 ME2249  USGS QUAD   -  LAKEVILLE (2019)
 ME2249
 ME2249                         *CURRENT SURVEY CONTROL
 ME2249  ______________________________________________________________________
 ME2249* NAD 83(1997) POSITION- 41 30 13.70685(N) 086 17 06.20182(W)   ADJUSTED
 ME2249* NAVD 88 ORTHO HEIGHT -   267.06  (+/-2cm)      876.2   (feet) VERTCON3
 ME2249  ______________________________________________________________________
 ME2249  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 ME2249  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2249  HORZ ORDER      -  SECOND
 ME2249  VERT ORDER      -  THIRD ? (See Below)
 ME2249
 ME2249.The horizontal coordinates were established by classical geodetic methods
 ME2249.and adjusted by the National Geodetic Survey in May 1999.
 ME2249
 ME2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2249
 ME2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2249.GEOID18 height accuracy estimate available here.
 ME2249
 ME2249.The vertical order pertains to the NGVD 29 superseded value.
 ME2249
 ME2249.Click photographs - Photos may exist for this station.
 ME2249
 ME2249.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2249
 ME2249. The following values were computed from the NAD 83(1997) position.
 ME2249
 ME2249;                    North         East     Units Scale Factor Converg.
 ME2249;SPC IN E     -   694,693.205    48,371.476   MT  0.99999946   -0 24 35.3
 ME2249;SPC IN E     - 2,279,172.62    158,698.75   sFT  0.99999946   -0 24 35.3
 ME2249;UTM  16      - 4,594,933.623   559,667.898   MT  0.99964381   +0 28 25.6
 ME2249
 ME2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2249!SPC IN E     -   0.99996342  x   0.99999946  =   0.99996288
 ME2249!UTM  16      -   0.99996342  x   0.99964381  =   0.99960725
 ME2249
 ME2249:                Primary Azimuth Mark                     Grid Az
 ME2249:SPC IN E     -  LAPAZ                                    189 58 47.8
 ME2249:UTM  16      -  LAPAZ                                    189 05 46.9
 ME2249
 ME2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5966794933(NAD 83)
 ME2249
 ME2249|---------------------------------------------------------------------|
 ME2249| PID    Reference Object                     Distance      Geod. Az  |
 ME2249|                                                           dddmmss.s |
 ME2249| ME2326 LAPAZ                               APPROX. 6.1 KM 1893412.5 |
 ME2249| CM4741 UNION RM                              6.345 METERS 29739     |
 ME2249|---------------------------------------------------------------------|
 ME2249
 ME2249                          SUPERSEDED SURVEY CONTROL
 ME2249
 ME2249  NAD 83(1994)-  41 30 13.59917(N)    086 17 06.26033(W) AD(       ) 2
 ME2249  NAD 83(1986)-  41 30 13.59839(N)    086 17 06.26070(W) AD(       ) 2
 ME2249  NAD 27      -  41 30 13.54270(N)    086 17 06.18120(W) AD(       ) 2
 ME2249  USSD        -  41 30 13.58500(N)    086 17 06.02100(W) AD(       ) 3
 ME2249  NGVD 29             267.17   (m)          876.5    (f) LEVELING    3  
 ME2249
 ME2249.Superseded values are not recommended for survey control.
 ME2249
 ME2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2249.See file dsdata.pdf to determine how the superseded data were derived.
 ME2249
 ME2249_MARKER: DS = TRIANGULATION STATION DISK
 ME2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2249_STAMPING: UNION 1920
 ME2249_MARK LOGO: CGS
 ME2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2249+STABILITY: SURFACE MOTION
 ME2249
 ME2249  HISTORY     - Date     Condition        Report By
 ME2249  HISTORY     - 1920     MONUMENTED       CGS
 ME2249  HISTORY     - 1952     GOOD             CGS
 ME2249  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME2249
 ME2249                          STATION DESCRIPTION
 ME2249
 ME2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2249'ABOUT 2-1/2 MILES S OF LAKEVILLE, ON THE W SIDE OF THE TRACK, 380
 ME2249'YARDS S OF WAGON ROAD CROSSING,
 ME2249'ONE-HALF MILE S OF MILEPOST T.H. 170, ON EXTENSION
 ME2249'OF S TANGENT OF FIRST CURVE N OF
 ME2249'LAPAZ, 7.495 METERS (24.59 FEET)
 ME2249'W OF THE W AND NEAREST RAIL.  THE STATION,
 ME2249'UNDERGROUND AND REFERENCE
 ME2249'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2249'THE REFERENCE MARK IS ON THE SAME SIDE OF
 ME2249'THE TRACK NEAR THE FENCE
 ME2249'LINE, 6.345 METERS (20.82 FEET) FROM THE
 ME2249'STATION N 62 DEG 21 MIN W.
 ME2249
 ME2249                          STATION RECOVERY (1952)
 ME2249
 ME2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2249'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2249'CONDITION.  DISTANCE TO THE REFERENCE
 ME2249'MARK CHECKED.  OLD DESCRIPTION IS ADEQUATE.  THIS STATION WAS NOT
 ME2249'OCCUPIED AT THIS TIME.
 ME2249
 ME2249                          STATION RECOVERY (1994)
 ME2249
 ME2249'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2444 ***********************************************************************
 ME2444  DESIGNATION -  UNION
 ME2444  PID         -  ME2444
 ME2444  STATE/COUNTY-  IN/LA PORTE
 ME2444  COUNTRY     -  US
 ME2444  USGS QUAD   -  LAPORTE WEST (2019)
 ME2444
 ME2444                         *CURRENT SURVEY CONTROL
 ME2444  ______________________________________________________________________
 ME2444* NAD 83(1997) POSITION- 41 30 59.34335(N) 086 47 45.57830(W)   ADJUSTED
 ME2444* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 ME2444  ______________________________________________________________________
 ME2444  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 ME2444  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 ME2444  HORZ ORDER      -  SECOND
 ME2444
 ME2444.The horizontal coordinates were established by classical geodetic methods
 ME2444.and adjusted by the National Geodetic Survey in May 1999.
 ME2444
 ME2444.The orthometric height was scaled from a topographic map.
 ME2444
 ME2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2444.GEOID18 height accuracy estimate available here.
 ME2444
 ME2444.Click photographs - Photos may exist for this station.
 ME2444
 ME2444.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2444
 ME2444. The following values were computed from the NAD 83(1997) position.
 ME2444
 ME2444;                    North         East     Units Scale Factor Converg.
 ME2444;SPC IN W     -   695,956.325   923,984.864   MT  0.99997374   +0 11 25.7
 ME2444;SPC IN W     - 2,283,316.71  3,031,440.34   sFT  0.99997374   +0 11 25.7
 ME2444;UTM  16      - 4,596,114.381   517,022.594   MT  0.99960357   +0 08 06.8
 ME2444
 ME2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2444!SPC IN W     -   0.99996831  x   0.99997374  =   0.99994205
 ME2444!UTM  16      -   0.99996831  x   0.99960357  =   0.99957189
 ME2444
 ME2444:                Primary Azimuth Mark                     Grid Az
 ME2444:SPC IN W     -  UNION AZ MK                              076 16 36.1
 ME2444:UTM  16      -  UNION AZ MK                              076 19 55.0
 ME2444
 ME2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1702296114(NAD 83)
 ME2444
 ME2444|---------------------------------------------------------------------|
 ME2444| PID    Reference Object                     Distance      Geod. Az  |
 ME2444|                                                           dddmmss.s |
 ME2444| CM4747 UNION RM 2                           23.132 METERS 06630     |
 ME2444| CM4745 UNION AZ MK                                        0762801.8 |
 ME2444| CM4746 UNION RM 1                           25.805 METERS 35224     |
 ME2444|---------------------------------------------------------------------|
 ME2444
 ME2444                          SUPERSEDED SURVEY CONTROL
 ME2444
 ME2444  NAD 83(1994)-  41 30 59.34726(N)    086 47 45.58345(W) AD(       ) 2
 ME2444  NAD 83(1986)-  41 30 59.34621(N)    086 47 45.58193(W) AD(       ) 2
 ME2444  NAD 27      -  41 30 59.19260(N)    086 47 45.49920(W) AD(       ) 2
 ME2444
 ME2444.Superseded values are not recommended for survey control.
 ME2444
 ME2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2444.See file dsdata.pdf to determine how the superseded data were derived.
 ME2444
 ME2444_MARKER: DS = TRIANGULATION STATION DISK
 ME2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2444_STAMPING: UNION 1948
 ME2444_MARK LOGO: CGS
 ME2444_PROJECTION: FLUSH
 ME2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2444+STABILITY: SURFACE MOTION
 ME2444
 ME2444  HISTORY     - Date     Condition        Report By
 ME2444  HISTORY     - 1948     MONUMENTED       CGS
 ME2444  HISTORY     - 1977     GOOD             NGS
 ME2444  HISTORY     - 20140701 POOR             INDOT
 ME2444
 ME2444                          STATION DESCRIPTION
 ME2444
 ME2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2444'STATION IS LOCATED 6 MILES WEST OF KINGSBURY, 5 MILES EAST OF
 ME2444'WESTVILLE AND 2 MILES NORTH OF UNION MILLS.  IT IS 52 FEET SOUTH OF
 ME2444'THE CENTER OF U.S.  HIGHWAY 6, 26 FEET SOUTHWEST OF A FENCE CORNER, 17
 ME2444'FEET NORTHWEST OF A FENCE CORNER AND 11 FEET NORTHEAST OF A WHITE
 ME2444'WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2444'STAMPED UNION 1948.
 ME2444'
 ME2444'REFERENCE MARK NO. 1 IS 84.68 FEET NORTH OF THE STATION.  IT IS 32
 ME2444'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE
 ME2444'LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED UNION NO 1
 ME2444'1948.
 ME2444'
 ME2444'REFERENCE MARK NO. 2 IS 75.90 FEET NORTHEAST OF THE STATION.  IT IS 36
 ME2444'FEET NORTH OF A 24 INCH MAPLE TREE, 34 FEET SOUTH OF THE CENTER OF THE
 ME2444'HIGHWAY AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES
 ME2444'AND THE DISK IS STAMPED UNION NO 2 1948.
 ME2444'
 ME2444'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 123 FEET
 ME2444'EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 31 FEET NORTH OF THE
 ME2444'CENTER OF THE HIGHWAY 29 FEET EAST OF A 16 INCH HICKORY TREE, 2 FEET
 ME2444'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 ME2444'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED UNION 1948.
 ME2444'
 ME2444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 35, 1
 ME2444'MILE SOUTH OF KINGSBURY GO WEST ON HIGHWAY 6 FOR 4.9 MILES TO THE
 ME2444'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.35 MILE TO THE
 ME2444'STATION ON THE LEFT AS DESCRIBED.
 ME2444'
 ME2444'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2444
 ME2444                          STATION RECOVERY (1977)
 ME2444
 ME2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME2444'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 ME2444'AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE ANGLE
 ME2444'BETWEEN THE REFERENCE MARKS WAS SMALLER BY 1-MINUTE AND 5-SECONDS.
 ME2444'THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.02 FOOT.  THE
 ME2444'DISTANCE TO REFERENCE MARK 2 CHECKED.  THERE WAS NO OBJECT VISIBLE TO
 ME2444'SET AN AZIMUTH MARK FROM.
 ME2444'
 ME2444'THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.  A METAL
 ME2444'WITNESS POST WAS SET 1 FOOT WEST OF THE STATION.  ONE SET 1 FOOT EAST
 ME2444'OF REFERENCE MARKS 1 AND 2.
 ME2444'
 ME2444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 ME2444'UNION MILLS.
 ME2444'
 ME2444'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2444
 ME2444                          STATION RECOVERY (2014)
 ME2444
 ME2444'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME2444'FOUND REFERENCE MARKS NUMBER 1 AND 2 IN GOOD CONDITION. STATION
 ME2444'APPEARS TO HAVE BEEN DESTROYED WITH CONSTRUCTION OF A NEW DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0627 ***********************************************************************
 JA0627  DESIGNATION -  UNION AZ MK
 JA0627  PID         -  JA0627
 JA0627  STATE/COUNTY-  IN/PERRY
 JA0627  COUNTRY     -  US
 JA0627  USGS QUAD   -  DERBY (2019)
 JA0627
 JA0627                         *CURRENT SURVEY CONTROL
 JA0627  ______________________________________________________________________
 JA0627* NAD 83(1986) POSITION- 38 07 18.2    (N) 086 31 19.6    (W)   HD_HELD2
 JA0627* NAVD 88 ORTHO HEIGHT -   237.580 (meters)      779.46  (feet) ADJUSTED
 JA0627  ______________________________________________________________________
 JA0627  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 JA0627  DYNAMIC HEIGHT  -        237.409 (meters)      778.90  (feet) COMP
 JA0627  MODELED GRAVITY -    979,904.8   (mgal)                       NAVD 88
 JA0627
 JA0627  VERT ORDER      -  FIRST     CLASS II
 JA0627
 JA0627.The horizontal coordinates were established by autonomous hand held GPS
 JA0627.observations and have an estimated accuracy of +/- 10 meters.
 JA0627
 JA0627.The orthometric height was determined by differential leveling and
 JA0627.adjusted by the NATIONAL GEODETIC SURVEY
 JA0627.in June 1991.
 JA0627
 JA0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0627.GEOID18 height accuracy estimate available here.
 JA0627
 JA0627.Click photographs - Photos may exist for this station.
 JA0627
 JA0627.The dynamic height is computed by dividing the NAVD 88
 JA0627.geopotential number by the normal gravity value computed on the
 JA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0627.degrees latitude (g = 980.6199 gals.).
 JA0627
 JA0627.The modeled gravity was interpolated from observed gravity values.
 JA0627
 JA0627;                    North         East    Units  Estimated Accuracy
 JA0627;SPC IN W     -   319,153.      949,210.      MT  (+/- 10 meters HH2 GPS)
 JA0627
 JA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4188819428(NAD 83)
 JA0627
 JA0627                          SUPERSEDED SURVEY CONTROL
 JA0627
 JA0627  NGVD 29 (??/??/92)  237.682  (m)          779.80   (f) ADJ UNCH    1 2
 JA0627
 JA0627.Superseded values are not recommended for survey control.
 JA0627
 JA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0627.See file dsdata.pdf to determine how the superseded data were derived.
 JA0627
 JA0627_MARKER: DZ = AZIMUTH MARK DISK
 JA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0627_STAMPING: UNION 1946
 JA0627_MARK LOGO: CGS
 JA0627_PROJECTION: FLUSH
 JA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0627+STABILITY: SURFACE MOTION
 JA0627
 JA0627  HISTORY     - Date     Condition        Report By
 JA0627  HISTORY     - 1946     MONUMENTED       CGS
 JA0627  HISTORY     - 1965     GOOD             CGS
 JA0627  HISTORY     - 20170218 GOOD             GEOCAC
 JA0627
 JA0627                          STATION DESCRIPTION
 JA0627
 JA0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0627'9 MI S FROM SULPHUR.
 JA0627'ABOUT 8.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0627'AT SULPHUR, THENCE 0.3 MILE WEST ALONG A PAVED ROAD, IN SECTION
 JA0627'33, T 4 S, R 1 W, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JA0627'15 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 JA0627'5 FEET SOUTH OF AN 8-INCH MAPLE TREE BEARING A WITNESS SHIELD ON
 JA0627'THE SOUTH SIDE, 96 FEET WEST OF THE WEST CORNER OF A HOUSE OWNED
 JA0627'BY MR. JOHN ALLINGER, 9 FEET NORTHWEST OF A CULVERT, 35 1/2 FEET
 JA0627'EAST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE
 JA0627'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA0627
 JA0627                          STATION RECOVERY (2017)
 JA0627
 JA0627'RECOVERY NOTE BY GEOCACHING 2017 (DSA)
 JA0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0237 ***********************************************************************
 LA0237  DESIGNATION -  UNION CITY
 LA0237  PID         -  LA0237
 LA0237  STATE/COUNTY-  IN/RANDOLPH
 LA0237  COUNTRY     -  US
 LA0237  USGS QUAD   -  UNION CITY (2019)
 LA0237
 LA0237                         *CURRENT SURVEY CONTROL
 LA0237  ______________________________________________________________________
 LA0237* NAD 83(1986) POSITION- 40 11 58.8    (N) 084 48 36.8    (W)   HD_HELD2
 LA0237* NAVD 88 ORTHO HEIGHT -   346.220 (meters)     1135.89  (feet) ADJUSTED
 LA0237  ______________________________________________________________________
 LA0237  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LA0237  DYNAMIC HEIGHT  -        346.037 (meters)     1135.29  (feet) COMP
 LA0237  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 LA0237
 LA0237  VERT ORDER      -  SECOND    CLASS 0
 LA0237
 LA0237.The horizontal coordinates were established by autonomous hand held GPS
 LA0237.observations and have an estimated accuracy of +/- 10 meters.
 LA0237
 LA0237.The orthometric height was determined by differential leveling and
 LA0237.adjusted by the NATIONAL GEODETIC SURVEY
 LA0237.in June 1991.
 LA0237
 LA0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0237.GEOID18 height accuracy estimate available here.
 LA0237
 LA0237.Click photographs - Photos may exist for this station.
 LA0237
 LA0237.The dynamic height is computed by dividing the NAVD 88
 LA0237.geopotential number by the normal gravity value computed on the
 LA0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0237.degrees latitude (g = 980.6199 gals.).
 LA0237
 LA0237.The modeled gravity was interpolated from observed gravity values.
 LA0237
 LA0237;                    North         East    Units  Estimated Accuracy
 LA0237;SPC IN E     -   550,039.      172,920.      MT  (+/- 10 meters HH2 GPS)
 LA0237
 LA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8638052218(NAD 83)
 LA0237
 LA0237                          SUPERSEDED SURVEY CONTROL
 LA0237
 LA0237  NGVD 29 (??/??/92)  346.368  (m)         1136.38   (f) ADJ UNCH    2 0
 LA0237
 LA0237.Superseded values are not recommended for survey control.
 LA0237
 LA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0237.See file dsdata.pdf to determine how the superseded data were derived.
 LA0237
 LA0237_MARKER: DB = BENCH MARK DISK
 LA0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0237_STAMPING: 1136.379 UNION CITY 1934
 LA0237_MARK LOGO: CGS
 LA0237_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0237+STABILITY: SURFACE MOTION
 LA0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0237+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2010
 LA0237
 LA0237  HISTORY     - Date     Condition        Report By
 LA0237  HISTORY     - 1934     MONUMENTED       CGS
 LA0237  HISTORY     - 1947     GOOD             CGS
 LA0237  HISTORY     - 20100326 GOOD             INDIV
 LA0237
 LA0237                          STATION DESCRIPTION
 LA0237
 LA0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0237'AT UNION CITY.
 LA0237'AT UNION CITY, AT THE INTERSECTION OF OAK AND NORTH HOWARD
 LA0237'STREETS, 19 FEET WEST OF THE WST CURB OF NORTH HOWARD STREET,
 LA0237'17 FEET SOUTH OF THE SOUTH CURB OF OAK STREET, 2 FEET SOUTHEAST
 LA0237'OF THE NORTHEAST CORNER OF THE BACKSTAY WELT CO. BUILDING,
 LA0237'ABOUT 0.5 FOOT ABOVE THE INTERSECTION AND SET IN THE TOP OF A
 LA0237'CONCRETE POST PROJECTING 6 INCHES.
 LA0237
 LA0237                          STATION RECOVERY (2010)
 LA0237
 LA0237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JWN)
 LA0237'RECOVERED BY WESSLER ENGINEERING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2328 ***********************************************************************
 LA2328  DESIGNATION -  UNION CITY BACKSTAY WATER TANK
 LA2328  PID         -  LA2328
 LA2328  STATE/COUNTY-  IN/RANDOLPH
 LA2328  COUNTRY     -  US
 LA2328  USGS QUAD   -  UNION CITY (2019)
 LA2328
 LA2328                         *CURRENT SURVEY CONTROL
 LA2328  ______________________________________________________________________
 LA2328* NAD 83(1997) POSITION- 40 11 57.40255(N) 084 48 38.71208(W)   ADJUSTED
 LA2328  ______________________________________________________________________
 LA2328  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LA2328  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 LA2328  HORZ ORDER      -  THIRD
 LA2328
 LA2328.The horizontal coordinates were established by classical geodetic methods
 LA2328.and adjusted by the National Geodetic Survey in May 1999.
 LA2328
 LA2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2328.GEOID18 height accuracy estimate available here.
 LA2328
 LA2328.Click photographs - Photos may exist for this station.
 LA2328
 LA2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2328
 LA2328. The following values were computed from the NAD 83(1997) position.
 LA2328
 LA2328;                    North         East     Units Scale Factor Converg.
 LA2328;SPC IN E     -   549,995.439   172,874.856   MT  1.00003202   +0 33 08.9
 LA2328;SPC IN E     - 1,804,443.37    567,173.59   sFT  1.00003202   +0 33 08.9
 LA2328;SPC OH S     -   246,677.820   403,264.851   MT  1.00003705   -1 27 58.4
 LA2328;SPC OH S     -   809,308.81  1,323,044.77   sFT  1.00003705   -1 27 58.4
 LA2328;UTM  16      - 4,452,173.918   686,336.728   MT  1.00002744   +1 24 48.4
 LA2328
 LA2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8633652173(NAD 83)
 LA2328
 LA2328                          SUPERSEDED SURVEY CONTROL
 LA2328
 LA2328  NAD 83(1995)-  40 11 57.40254(N)    084 48 38.71218(W) AD(       ) 3
 LA2328  NAD 83(1986)-  40 11 57.40665(N)    084 48 38.72234(W) AD(       ) 3
 LA2328  NAD 27      -  40 11 57.23800(N)    084 48 38.85600(W) AD(       ) 3
 LA2328
 LA2328.Superseded values are not recommended for survey control.
 LA2328
 LA2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2328.See file dsdata.pdf to determine how the superseded data were derived.
 LA2328
 LA2328_MARKER: 51 = TANK
 LA2328
 LA2328  HISTORY     - Date     Condition        Report By
 LA2328  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2328
 LA2328                          STATION DESCRIPTION
 LA2328
 LA2328'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2333 ***********************************************************************
 LA2333  DESIGNATION -  UNION CITY BACKSTAY WELT TANK
 LA2333  PID         -  LA2333
 LA2333  STATE/COUNTY-  IN/RANDOLPH
 LA2333  COUNTRY     -  US
 LA2333  USGS QUAD   -  UNION CITY (2019)
 LA2333
 LA2333                         *CURRENT SURVEY CONTROL
 LA2333  ______________________________________________________________________
 LA2333* NAD 83(1997) POSITION- 40 11 56.81060(N) 084 48 39.79326(W)   ADJUSTED
 LA2333  ______________________________________________________________________
 LA2333  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 LA2333  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 LA2333  HORZ ORDER      -  THIRD
 LA2333
 LA2333.The horizontal coordinates were established by classical geodetic methods
 LA2333.and adjusted by the National Geodetic Survey in May 1999.
 LA2333
 LA2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2333.GEOID18 height accuracy estimate available here.
 LA2333
 LA2333.Click photographs - Photos may exist for this station.
 LA2333
 LA2333.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2333
 LA2333. The following values were computed from the NAD 83(1997) position.
 LA2333
 LA2333;                    North         East     Units Scale Factor Converg.
 LA2333;SPC IN E     -   549,976.935   172,849.461   MT  1.00003197   +0 33 08.2
 LA2333;SPC IN E     - 1,804,382.66    567,090.27   sFT  1.00003197   +0 33 08.2
 LA2333;SPC OH S     -   246,660.222   403,238.820   MT  1.00003701   -1 27 59.1
 LA2333;SPC OH S     -   809,251.08  1,322,959.36   sFT  1.00003701   -1 27 59.1
 LA2333;UTM  16      - 4,452,155.035   686,311.614   MT  1.00002732   +1 24 47.7
 LA2333
 LA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8631152155(NAD 83)
 LA2333
 LA2333                          SUPERSEDED SURVEY CONTROL
 LA2333
 LA2333  NAD 83(1995)-  40 11 56.81070(N)    084 48 39.79396(W) AD(       ) 3
 LA2333  NAD 83(1986)-  40 11 56.81464(N)    084 48 39.80304(W) AD(       ) 3
 LA2333  NAD 27      -  40 11 56.64488(N)    084 48 39.93969(W) AD(       ) 3
 LA2333
 LA2333.Superseded values are not recommended for survey control.
 LA2333
 LA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2333.See file dsdata.pdf to determine how the superseded data were derived.
 LA2333
 LA2333_MARKER: 53 = ELEVATED TANK
 LA2333
 LA2333  HISTORY     - Date     Condition        Report By
 LA2333  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2333
 LA2333                          STATION DESCRIPTION
 LA2333
 LA2333'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2333'THE TANK IS LOCATED JUST WEST OF DOWNTOWN UNION CITY, BEHIND THE
 LA2333'BACKSTAY WELT COMPANY WHICH IS IN THE SOUTHWEST ANGLE OF
 LA2333'INTERSECTION OF W. OAK AND N. HOWARD STREETS.  IT IS A 6-LEGGED
 LA2333'STRUCTURE PAINTED SILVER AND IT IS APPROXIMATELY 180 FEET HIGH.
 LA2333'
 LA2333'A LIGHT IS AFFIXED TO THE TOP OF THE BALL AT THE TOP CENTER OF THE
 LA2333'TANK, BOTH OBJECTS WERE INTERSECTED AS THE SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2334 ***********************************************************************
 LA2334  DESIGNATION -  UNION CITY CATV MAST
 LA2334  PID         -  LA2334
 LA2334  STATE/COUNTY-  IN/RANDOLPH
 LA2334  COUNTRY     -  US
 LA2334  USGS QUAD   -  UNION CITY (2019)
 LA2334
 LA2334                         *CURRENT SURVEY CONTROL
 LA2334  ______________________________________________________________________
 LA2334* NAD 83(1997) POSITION- 40 11 35.98588(N) 084 48 40.37256(W)   ADJUSTED
 LA2334  ______________________________________________________________________
 LA2334  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 LA2334  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 LA2334  HORZ ORDER      -  THIRD
 LA2334
 LA2334.The horizontal coordinates were established by classical geodetic methods
 LA2334.and adjusted by the National Geodetic Survey in May 1999.
 LA2334
 LA2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2334.GEOID18 height accuracy estimate available here.
 LA2334
 LA2334.Click photographs - Photos may exist for this station.
 LA2334
 LA2334.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2334
 LA2334. The following values were computed from the NAD 83(1997) position.
 LA2334
 LA2334;                    North         East     Units Scale Factor Converg.
 LA2334;SPC IN E     -   549,334.495   172,841.950   MT  1.00003196   +0 33 07.6
 LA2334;SPC IN E     - 1,802,274.92    567,065.63   sFT  1.00003196   +0 33 07.6
 LA2334;SPC OH N     -    61,092.851   403,206.481   MT  1.00005463   -1 31 06.1
 LA2334;SPC OH N     -   200,435.46  1,322,853.26   sFT  1.00005463   -1 31 06.1
 LA2334;UTM  16      - 4,451,512.557   686,313.757   MT  1.00002733   +1 24 46.7
 LA2334
 LA2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8631351512(NAD 83)
 LA2334
 LA2334                          SUPERSEDED SURVEY CONTROL
 LA2334
 LA2334  NAD 83(1995)-  40 11 35.98591(N)    084 48 40.37343(W) AD(       ) 3
 LA2334  NAD 83(1986)-  40 11 35.98993(N)    084 48 40.38032(W) AD(       ) 3
 LA2334  NAD 27      -  40 11 35.81942(N)    084 48 40.51910(W) AD(       ) 3
 LA2334
 LA2334.Superseded values are not recommended for survey control.
 LA2334
 LA2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2334.See file dsdata.pdf to determine how the superseded data were derived.
 LA2334
 LA2334_MARKER: 42 = RADIO/TV MAST
 LA2334
 LA2334  HISTORY     - Date     Condition        Report By
 LA2334  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2334
 LA2334                          STATION DESCRIPTION
 LA2334
 LA2334'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2334'THE MAST IS LOCATED ON THE SOUTH SIDE OF UNION CITY, 0.25 MILE
 LA2334'SOUTH-SOUTHWEST OF INTERSECTION OF S. PLUM AND W. VINE STREETS.  IT
 LA2334'IS APPROXIMATELY 350 FEET HIGH AND IS PAINTED RED AND WHITE.  AT
 LA2334'THE TOP PORTION OF THE MAST, SEVERAL RECEIVING ANTENNAE ARE
 LA2334'AFFIXED.  THE RECEIVER HOUSE AND MAST ARE IN A FENCED ENCLOSURE
 LA2334'OWNED BY THE CABLE TELEVISION COMPANY OF THE CITY.
 LA2334'
 LA2334'THE LIGHT AT TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2329 ***********************************************************************
 LA2329  DESIGNATION -  UNION CITY FIRST ME CHURCH
 LA2329  PID         -  LA2329
 LA2329  STATE/COUNTY-  IN/RANDOLPH
 LA2329  COUNTRY     -  US
 LA2329  USGS QUAD   -  UNION CITY (2019)
 LA2329
 LA2329                         *CURRENT SURVEY CONTROL
 LA2329  ______________________________________________________________________
 LA2329* NAD 83(1997) POSITION- 40 11 57.50105(N) 084 48 42.94773(W)   ADJUSTED
 LA2329  ______________________________________________________________________
 LA2329  GEOID HEIGHT    -        -33.456 (meters)                     GEOID18
 LA2329  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 LA2329  HORZ ORDER      -  THIRD
 LA2329
 LA2329.The horizontal coordinates were established by classical geodetic methods
 LA2329.and adjusted by the National Geodetic Survey in May 1999.
 LA2329
 LA2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2329.GEOID18 height accuracy estimate available here.
 LA2329
 LA2329.Click photographs - Photos may exist for this station.
 LA2329
 LA2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2329
 LA2329. The following values were computed from the NAD 83(1997) position.
 LA2329
 LA2329;                    North         East     Units Scale Factor Converg.
 LA2329;SPC IN E     -   549,997.512   172,774.649   MT  1.00003184   +0 33 06.2
 LA2329;SPC IN E     - 1,804,450.17    566,844.83   sFT  1.00003184   +0 33 06.2
 LA2329;SPC OH S     -   246,683.422   403,164.779   MT  1.00003706   -1 28 01.1
 LA2329;SPC OH S     -   809,327.19  1,322,716.45   sFT  1.00003706   -1 28 01.1
 LA2329;UTM  16      - 4,452,174.485   686,236.502   MT  1.00002698   +1 24 45.7
 LA2329
 LA2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8623652174(NAD 83)
 LA2329
 LA2329                          SUPERSEDED SURVEY CONTROL
 LA2329
 LA2329  NAD 83(1995)-  40 11 57.50104(N)    084 48 42.94783(W) AD(       ) 3
 LA2329  NAD 83(1986)-  40 11 57.50513(N)    084 48 42.95798(W) AD(       ) 3
 LA2329  NAD 27      -  40 11 57.34000(N)    084 48 43.09000(W) AD(       ) 3
 LA2329
 LA2329.Superseded values are not recommended for survey control.
 LA2329
 LA2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2329.See file dsdata.pdf to determine how the superseded data were derived.
 LA2329
 LA2329_MARKER: 90 = CHURCH SPIRE
 LA2329
 LA2329  HISTORY     - Date     Condition        Report By
 LA2329  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2329
 LA2329                          STATION DESCRIPTION
 LA2329
 LA2329'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2331 ***********************************************************************
 LA2331  DESIGNATION -  UNION CITY MUNICIPAL TANK
 LA2331  PID         -  LA2331
 LA2331  STATE/COUNTY-  IN/RANDOLPH
 LA2331  COUNTRY     -  US
 LA2331  USGS QUAD   -  UNION CITY (2019)
 LA2331
 LA2331                         *CURRENT SURVEY CONTROL
 LA2331  ______________________________________________________________________
 LA2331* NAD 83(1997) POSITION- 40 12 34.73413(N) 084 48 24.47998(W)   ADJUSTED
 LA2331  ______________________________________________________________________
 LA2331  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 LA2331  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 LA2331  HORZ ORDER      -  THIRD
 LA2331
 LA2331.The horizontal coordinates were established by classical geodetic methods
 LA2331.and adjusted by the National Geodetic Survey in May 1999.
 LA2331
 LA2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2331.GEOID18 height accuracy estimate available here.
 LA2331
 LA2331.Click photographs - Photos may exist for this station.
 LA2331
 LA2331.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2331
 LA2331. The following values were computed from the NAD 83(1997) position.
 LA2331
 LA2331;                    North         East     Units Scale Factor Converg.
 LA2331;SPC IN E     -   551,150.133   173,200.305   MT  1.00003260   +0 33 18.5
 LA2331;SPC IN E     - 1,808,231.73    568,241.33   sFT  1.00003260   +0 33 18.5
 LA2331;SPC OH N     -    62,894.393   403,630.209   MT  1.00005036   -1 30 55.6
 LA2331;SPC OH N     -   206,346.02  1,324,243.44   sFT  1.00005036   -1 30 55.6
 LA2331;UTM  16      - 4,453,333.368   686,644.786   MT  1.00002885   +1 24 58.7
 LA2331
 LA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8664453333(NAD 83)
 LA2331
 LA2331                          SUPERSEDED SURVEY CONTROL
 LA2331
 LA2331  NAD 83(1995)-  40 12 34.73424(N)    084 48 24.48017(W) AD(       ) 3
 LA2331  NAD 83(1986)-  40 12 34.73843(N)    084 48 24.49065(W) AD(       ) 3
 LA2331  NAD 27      -  40 12 34.57233(N)    084 48 24.63831(W) AD(       ) 3
 LA2331
 LA2331.Superseded values are not recommended for survey control.
 LA2331
 LA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2331.See file dsdata.pdf to determine how the superseded data were derived.
 LA2331
 LA2331_MARKER: 52 = STANDPIPE TANK
 LA2331
 LA2331  HISTORY     - Date     Condition        Report By
 LA2331  HISTORY     - 1969     FIRST OBSERVED   CGS
 LA2331  HISTORY     - 1970     GOOD             NGS
 LA2331
 LA2331                          STATION DESCRIPTION
 LA2331
 LA2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2331'THE TANK IS LOCATED ON THE NORTH SIDE OF UNION CITY, INDIANA
 LA2331'WEST-NORTHWEST OF INTERSECTION OF DEERFIELD AND N. STATELINE
 LA2331'ROADS.  IT IS A SPHERICAL SHAPED STRUCTURE ON A LARGE STANDPIPE.
 LA2331'THE TANK IS APPROXIMATELY 200 FEET HIGH AND IS PAINTED SILVER.
 LA2331'THE PUMP HOUSE AND TANK ARE ON MUNICIPAL PROPERTY WHICH IS NOT
 LA2331'FENCED.
 LA2331'
 LA2331'THE AIR-VENT PIPE IN THE TOP CENTER OF TANK WAS INTERSECTED.
 LA2331
 LA2331                          STATION RECOVERY (1970)
 LA2331
 LA2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2331'THE STATION IS THE RED LIGHT ATOP THE UNION CITY, INDIANA, MUNICIPAL
 LA2331'WATER TANK THAT IS LOCATED
 LA2331'NEAR THE INTERSECTION OF NORTH STATE LINE ROAD AND DEERFIELD ROAD AT
 LA2331'THE NORTH SIDE OF UNION CITY.  THE
 LA2331'TANK IS SPHERICAL IN SHAPE, SUPPORTED BY A SINGLE
 LA2331'STAND PIPE AND IS PAINTED LIGHT BLUE IN COLOR.  IT IS
 LA2331'145 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2327 ***********************************************************************
 LA2327  DESIGNATION -  UNION CITY ST MARYS CATH CH
 LA2327  PID         -  LA2327
 LA2327  STATE/COUNTY-  IN/RANDOLPH
 LA2327  COUNTRY     -  US
 LA2327  USGS QUAD   -  UNION CITY (2019)
 LA2327
 LA2327                         *CURRENT SURVEY CONTROL
 LA2327  ______________________________________________________________________
 LA2327* NAD 83(1997) POSITION- 40 12 02.25948(N) 084 48 42.90252(W)   ADJUSTED
 LA2327  ______________________________________________________________________
 LA2327  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 LA2327  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 LA2327  HORZ ORDER      -  THIRD
 LA2327
 LA2327.The horizontal coordinates were established by classical geodetic methods
 LA2327.and adjusted by the National Geodetic Survey in May 1999.
 LA2327
 LA2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2327.GEOID18 height accuracy estimate available here.
 LA2327
 LA2327.Click photographs - Photos may exist for this station.
 LA2327
 LA2327.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2327
 LA2327. The following values were computed from the NAD 83(1997) position.
 LA2327
 LA2327;                    North         East     Units Scale Factor Converg.
 LA2327;SPC IN E     -   550,144.290   172,774.305   MT  1.00003184   +0 33 06.2
 LA2327;SPC IN E     - 1,804,931.72    566,843.70   sFT  1.00003184   +0 33 06.2
 LA2327;SPC OH S     -   246,830.121   403,169.605   MT  1.00003739   -1 28 01.0
 LA2327;SPC OH S     -   809,808.49  1,322,732.28   sFT  1.00003739   -1 28 01.0
 LA2327;UTM  16      - 4,452,321.240   686,233.952   MT  1.00002697   +1 24 45.9
 LA2327
 LA2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8623352321(NAD 83)
 LA2327
 LA2327                          SUPERSEDED SURVEY CONTROL
 LA2327
 LA2327  NAD 83(1995)-  40 12 02.25947(N)    084 48 42.90262(W) AD(       ) 3
 LA2327  NAD 83(1986)-  40 12 02.26359(N)    084 48 42.91280(W) AD(       ) 3
 LA2327  NAD 27      -  40 12 02.09400(N)    084 48 43.04600(W) AD(       ) 3
 LA2327
 LA2327.Superseded values are not recommended for survey control.
 LA2327
 LA2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2327.See file dsdata.pdf to determine how the superseded data were derived.
 LA2327
 LA2327_MARKER: 90 = CHURCH SPIRE
 LA2327
 LA2327  HISTORY     - Date     Condition        Report By
 LA2327  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2327
 LA2327                          STATION DESCRIPTION
 LA2327
 LA2327'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0626 ***********************************************************************
 JA0626  DESIGNATION -  UNION RM 1
 JA0626  PID         -  JA0626
 JA0626  STATE/COUNTY-  IN/PERRY
 JA0626  COUNTRY     -  US
 JA0626  USGS QUAD   -  DERBY (2019)
 JA0626
 JA0626                         *CURRENT SURVEY CONTROL
 JA0626  ______________________________________________________________________
 JA0626* NAD 83(1986) POSITION- 38 07 17.84   (N) 086 31 00.59   (W)   HD_HELD1
 JA0626* NAVD 88 ORTHO HEIGHT -   240.791 (meters)      790.00  (feet) ADJUSTED
 JA0626  ______________________________________________________________________
 JA0626  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 JA0626  DYNAMIC HEIGHT  -        240.618 (meters)      789.43  (feet) COMP
 JA0626  MODELED GRAVITY -    979,905.0   (mgal)                       NAVD 88
 JA0626
 JA0626  VERT ORDER      -  FIRST     CLASS II
 JA0626
 JA0626.The horizontal coordinates were determined by differentially corrected
 JA0626.hand held GPS observations or other comparable positioning techniques
 JA0626.and have an estimated accuracy of +/- 3 meters.
 JA0626
 JA0626.The orthometric height was determined by differential leveling and
 JA0626.adjusted by the NATIONAL GEODETIC SURVEY
 JA0626.in June 1991.
 JA0626
 JA0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0626.GEOID18 height accuracy estimate available here.
 JA0626
 JA0626.Click photographs - Photos may exist for this station.
 JA0626
 JA0626.The dynamic height is computed by dividing the NAVD 88
 JA0626.geopotential number by the normal gravity value computed on the
 JA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0626.degrees latitude (g = 980.6199 gals.).
 JA0626
 JA0626.The modeled gravity was interpolated from observed gravity values.
 JA0626
 JA0626;                    North         East    Units  Estimated Accuracy
 JA0626;SPC IN W     -   319,145.0     949,673.6     MT  (+/- 3 meters HH1 GPS) 
 JA0626
 JA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4235019419(NAD 83)
 JA0626
 JA0626                          SUPERSEDED SURVEY CONTROL
 JA0626
 JA0626  NGVD 29 (??/??/92)  240.892  (m)          790.33   (f) ADJ UNCH    1 2
 JA0626
 JA0626.Superseded values are not recommended for survey control.
 JA0626
 JA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0626.See file dsdata.pdf to determine how the superseded data were derived.
 JA0626
 JA0626_MARKER: DR = REFERENCE MARK DISK
 JA0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0626_STAMPING: UNION NO 1 1946
 JA0626_MARK LOGO: CGS
 JA0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0626+STABILITY: SURFACE MOTION
 JA0626
 JA0626  HISTORY     - Date     Condition        Report By
 JA0626  HISTORY     - 1946     MONUMENTED       CGS
 JA0626  HISTORY     - 1965     GOOD             CGS
 JA0626  HISTORY     - 20160605 GOOD             GEOCAC
 JA0626
 JA0626                          STATION DESCRIPTION
 JA0626
 JA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0626'8.7 MI S FROM SULPHUR.
 JA0626'ABOUT 8.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST
 JA0626'OFFICE AT SULPHUR, IN SECTION 34, T 4 S, R 1 W, AT THE CROSSROADS
 JA0626'AT THE SMALL SETTLEMENT OF MT. PLEASANT, 15 FEET SOUTH OF THE
 JA0626'CENTER LINE OF A GRAVELED ROAD, 25 FEET EAST OF A TELEPHONE POLE,
 JA0626'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 JA0626'CONCRETE POST PROJECTING 1 INCH.
 JA0626
 JA0626                          STATION RECOVERY (2016)
 JA0626
 JA0626'RECOVERY NOTE BY GEOCACHING 2016 (DSA)
 JA0626'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0624 ***********************************************************************
 JA0624  DESIGNATION -  UNION RM 2
 JA0624  PID         -  JA0624
 JA0624  STATE/COUNTY-  IN/PERRY
 JA0624  COUNTRY     -  US
 JA0624  USGS QUAD   -  DERBY (2019)
 JA0624
 JA0624                         *CURRENT SURVEY CONTROL
 JA0624  ______________________________________________________________________
 JA0624* NAD 83(1986) POSITION- 38 07 17.99   (N) 086 31 03.11   (W)   HD_HELD1
 JA0624* NAVD 88 ORTHO HEIGHT -   240.418 (meters)      788.77  (feet) ADJUSTED
 JA0624  ______________________________________________________________________
 JA0624  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 JA0624  DYNAMIC HEIGHT  -        240.245 (meters)      788.20  (feet) COMP
 JA0624  MODELED GRAVITY -    979,905.0   (mgal)                       NAVD 88
 JA0624
 JA0624  VERT ORDER      -  FIRST     CLASS II
 JA0624
 JA0624.The horizontal coordinates were determined by differentially corrected
 JA0624.hand held GPS observations or other comparable positioning techniques
 JA0624.and have an estimated accuracy of +/- 3 meters.
 JA0624
 JA0624.The orthometric height was determined by differential leveling and
 JA0624.adjusted by the NATIONAL GEODETIC SURVEY
 JA0624.in June 1991.
 JA0624
 JA0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0624.GEOID18 height accuracy estimate available here.
 JA0624
 JA0624.Click photographs - Photos may exist for this station.
 JA0624
 JA0624.The dynamic height is computed by dividing the NAVD 88
 JA0624.geopotential number by the normal gravity value computed on the
 JA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0624.degrees latitude (g = 980.6199 gals.).
 JA0624
 JA0624.The modeled gravity was interpolated from observed gravity values.
 JA0624
 JA0624;                    North         East    Units  Estimated Accuracy
 JA0624;SPC IN W     -   319,149.2     949,612.2     MT  (+/- 3 meters HH1 GPS) 
 JA0624
 JA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4228919423(NAD 83)
 JA0624
 JA0624                          SUPERSEDED SURVEY CONTROL
 JA0624
 JA0624  NGVD 29 (??/??/92)  240.519  (m)          789.10   (f) ADJ UNCH    1 2
 JA0624
 JA0624.Superseded values are not recommended for survey control.
 JA0624
 JA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0624.See file dsdata.pdf to determine how the superseded data were derived.
 JA0624
 JA0624_MARKER: DR = REFERENCE MARK DISK
 JA0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0624_STAMPING: UNION NO 2 1946
 JA0624_MARK LOGO: CGS
 JA0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0624+STABILITY: SURFACE MOTION
 JA0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0624+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2016
 JA0624
 JA0624  HISTORY     - Date     Condition        Report By
 JA0624  HISTORY     - 1946     MONUMENTED       CGS
 JA0624  HISTORY     - 1965     GOOD             CGS
 JA0624  HISTORY     - 20160605 GOOD             GEOCAC
 JA0624
 JA0624                          STATION DESCRIPTION
 JA0624
 JA0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0624'8.7 MI S FROM SULPHUR.
 JA0624'ABOUT 8.7 MILES SOUTH ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 JA0624'AT SULPHUR, IN SECTION 34, T 4 S, R 1 W, AT THE CROSSROADS AT
 JA0624'THE SMALL SETTLEMENT OF MT. PLEASANT, 45 FEET EAST OF THE CENTER
 JA0624'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF A
 JA0624'GRAVELED ROAD, 54 FEET SOUTHEAST OF THE CENTER OF THE
 JA0624'INTERSECTION OF THE HIGHWAY AND THE GRAVELED ROAD, 2 1/2 FEET
 JA0624'NORTHEAST OF A TELEPHONE POLE BRACED BY 2 GUY WIRES, ABOUT 1
 JA0624'FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 JA0624'POST PROJECTING 1 INCH.
 JA0624
 JA0624                          STATION RECOVERY (2016)
 JA0624
 JA0624'RECOVERY NOTE BY GEOCACHING 2016 (DSA)
 JA0624'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1998 ***********************************************************************
 LA1998  DESIGNATION -  UNIONDALE
 LA1998  PID         -  LA1998
 LA1998  STATE/COUNTY-  IN/WELLS
 LA1998  COUNTRY     -  US
 LA1998  USGS QUAD   -  UNIONDALE (2019)
 LA1998
 LA1998                         *CURRENT SURVEY CONTROL
 LA1998  ______________________________________________________________________
 LA1998* NAD 83(1997) POSITION- 40 49 44.89310(N) 085 14 13.20294(W)   ADJUSTED
 LA1998* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LA1998  ______________________________________________________________________
 LA1998  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LA1998  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 LA1998  HORZ ORDER      -  THIRD
 LA1998
 LA1998.The horizontal coordinates were established by classical geodetic methods
 LA1998.and adjusted by the National Geodetic Survey in May 1999.
 LA1998
 LA1998.The orthometric height was scaled from a topographic map.
 LA1998
 LA1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1998.GEOID18 height accuracy estimate available here.
 LA1998
 LA1998.Click photographs - Photos may exist for this station.
 LA1998
 LA1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1998
 LA1998. The following values were computed from the NAD 83(1997) position.
 LA1998
 LA1998;                    North         East     Units Scale Factor Converg.
 LA1998;SPC IN E     -   619,672.951   136,242.050   MT  0.99998283   +0 16 51.3
 LA1998;SPC IN E     - 2,033,043.67    446,987.46   sFT  0.99998283   +0 16 51.3
 LA1998;UTM  16      - 4,521,285.495   648,656.615   MT  0.99987200   +1 09 10.3
 LA1998
 LA1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1998!SPC IN E     -   0.99996642  x   0.99998283  =   0.99994925
 LA1998!UTM  16      -   0.99996642  x   0.99987200  =   0.99983842
 LA1998
 LA1998:                Primary Azimuth Mark                     Grid Az
 LA1998:SPC IN E     -  UNIONDALE AZ MK                          077 00 01.8
 LA1998:UTM  16      -  UNIONDALE AZ MK                          076 07 42.8
 LA1998
 LA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4865621285(NAD 83)
 LA1998
 LA1998|---------------------------------------------------------------------|
 LA1998| PID    Reference Object                     Distance      Geod. Az  |
 LA1998|                                                           dddmmss.s |
 LA1998| CD1356 UNIONDALE AZ MK                                    0771653.1 |
 LA1998| CD1357 UNIONDALE RM 1                       24.677 METERS 23036     |
 LA1998| CD1358 UNIONDALE RM 2                       24.241 METERS 27434     |
 LA1998|---------------------------------------------------------------------|
 LA1998
 LA1998                          SUPERSEDED SURVEY CONTROL
 LA1998
 LA1998  NAD 83(1995)-  40 49 44.89407(N)    085 14 13.21096(W) AD(       ) 3
 LA1998  NAD 83(1986)-  40 49 44.89581(N)    085 14 13.21953(W) AD(       ) 3
 LA1998  NAD 27      -  40 49 44.72260(N)    085 14 13.32580(W) AD(       ) 3
 LA1998
 LA1998.Superseded values are not recommended for survey control.
 LA1998
 LA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1998.See file dsdata.pdf to determine how the superseded data were derived.
 LA1998
 LA1998_MARKER: DS = TRIANGULATION STATION DISK
 LA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1998_STAMPING: UNIONDALE 1955
 LA1998_MARK LOGO: CGS
 LA1998_PROJECTION: PROJECTING 10 CENTIMETERS
 LA1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1998+STABILITY: SURFACE MOTION
 LA1998
 LA1998  HISTORY     - Date     Condition        Report By
 LA1998  HISTORY     - 1955     MONUMENTED       CGS
 LA1998  HISTORY     - 1961     GOOD             FAS
 LA1998
 LA1998                          STATION DESCRIPTION
 LA1998
 LA1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1998'THE STATION IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224, ABOUT 3-1/2
 LA1998'MILES WEST OF KINGSLAND AND 1/4 MILE EAST OF UNIONDALE.
 LA1998'
 LA1998'IT IS 42 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 32 FEET
 LA1998'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, 26 FEET SOUTH OF THE
 LA1998'CENTER OF A STREET AND 1 FOOT SOUTH OF A 4-INCH BY 4-INCH WHITE
 LA1998'WITNESS POST.
 LA1998'
 LA1998'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND U.S.
 LA1998'HIGHWAY 224 IN UNIONDALE, GO EAST ON THE HIGHWAY FOR 0.25 MILE TO THE
 LA1998'STATION ON THE LEFT.  CONTINUE EAST FOR 0.3 MILE TO THE AZIMUTH MARK
 LA1998'ON THE LEFT AS DESCRIBED.
 LA1998'
 LA1998'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED UNIONDALE
 LA1998'1955.
 LA1998'
 LA1998'REFERENCE MARK 1 IS 40 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 LA1998'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED UNIONDALE NO 1
 LA1998'1955.
 LA1998'
 LA1998'REFERENCE MARK 2 IS 15 FEET SOUTH OF THE CENTER OF THE STREET.  THE
 LA1998'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED UNIONDALE NO 2 1955.
 LA1998'
 LA1998'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY, 25
 LA1998'FEET SOUTH OF THE RAILROAD TRACK, 2 FEET SOUTHWEST OF A 4-INCH BY
 LA1998'4-INCH WHITE WITNESS POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE
 LA1998'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED UNIONDALE 1955.
 LA1998'
 LA1998'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA1998
 LA1998                          STATION RECOVERY (1961)
 LA1998
 LA1998'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1961
 LA1998'ALL MARKS IN GOOD CONDITION STATION MARK STAMPED UNIONDALE 1955 FOUND
 LA1998'IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2108 ***********************************************************************
 LA2108  DESIGNATION -  UPLAND
 LA2108  PID         -  LA2108
 LA2108  STATE/COUNTY-  IN/GRANT
 LA2108  COUNTRY     -  US
 LA2108  USGS QUAD   -  GAS CITY (2019)
 LA2108
 LA2108                         *CURRENT SURVEY CONTROL
 LA2108  ______________________________________________________________________
 LA2108* NAD 83(1997) POSITION- 40 28 50.07560(N) 085 31 57.81925(W)   ADJUSTED
 LA2108* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 LA2108  ______________________________________________________________________
 LA2108  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 LA2108  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA2108  HORZ ORDER      -  SECOND
 LA2108
 LA2108.The horizontal coordinates were established by classical geodetic methods
 LA2108.and adjusted by the National Geodetic Survey in May 1999.
 LA2108
 LA2108.The orthometric height was scaled from a topographic map.
 LA2108
 LA2108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2108.GEOID18 height accuracy estimate available here.
 LA2108
 LA2108.Click photographs - Photos may exist for this station.
 LA2108
 LA2108.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2108
 LA2108. The following values were computed from the NAD 83(1997) position.
 LA2108
 LA2108;                    North         East     Units Scale Factor Converg.
 LA2108;SPC IN E     -   580,887.338   111,356.615   MT  0.99996825   +0 05 13.0
 LA2108;SPC IN E     - 1,905,794.54    365,342.49   sFT  0.99996825   +0 05 13.0
 LA2108;UTM  16      - 4,482,132.645   624,365.667   MT  0.99979039   +0 57 09.6
 LA2108
 LA2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2108!SPC IN E     -   0.99996131  x   0.99996825  =   0.99992956
 LA2108!UTM  16      -   0.99996131  x   0.99979039  =   0.99975170
 LA2108
 LA2108:                Primary Azimuth Mark                     Grid Az
 LA2108:SPC IN E     -  UPLAND AZ MK                             092 39 03.1
 LA2108:UTM  16      -  UPLAND AZ MK                             091 47 06.5
 LA2108
 LA2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2436582132(NAD 83)
 LA2108
 LA2108|---------------------------------------------------------------------|
 LA2108| PID    Reference Object                     Distance      Geod. Az  |
 LA2108|                                                           dddmmss.s |
 LA2108| CD1359 UPLAND AZ MK                                       0924416.1 |
 LA2108| LA2101 UPLAND MUNICIPAL TANK               APPROX. 3.1 KM 1001215.7 |
 LA2108| LA2103 UPLAND TAYLOR U ADMIN BLDG TWR      APPROX. 4.0 KM 1275839.4 |
 LA2108| LA2110 MATTHEWS FARMERS COOP ELEVATOR      APPROX.10.9 KM 1652451.6 |
 LA2108| CD1360 UPLAND RM 1                          26.491 METERS 16910     |
 LA2108| CD1361 UPLAND RM 2                          26.638 METERS 27738     |
 LA2108|---------------------------------------------------------------------|
 LA2108
 LA2108                          SUPERSEDED SURVEY CONTROL
 LA2108
 LA2108  NAD 83(1995)-  40 28 50.07853(N)    085 31 57.83164(W) AD(       ) 2
 LA2108  NAD 83(1986)-  40 28 50.07867(N)    085 31 57.83301(W) AD(       ) 2
 LA2108  NAD 27      -  40 28 49.93110(N)    085 31 57.93190(W) AD(       ) 2
 LA2108
 LA2108.Superseded values are not recommended for survey control.
 LA2108
 LA2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2108.See file dsdata.pdf to determine how the superseded data were derived.
 LA2108
 LA2108_MARKER: DS = TRIANGULATION STATION DISK
 LA2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2108_STAMPING: UPLAND 1955
 LA2108_MARK LOGO: CGS
 LA2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2108+STABILITY: SURFACE MOTION
 LA2108
 LA2108  HISTORY     - Date     Condition        Report By
 LA2108  HISTORY     - 1955     MONUMENTED       CGS
 LA2108
 LA2108                          STATION DESCRIPTION
 LA2108
 LA2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2108'THE STATION IS 4 MILES EAST OF GAS CITY, 2 MILES NORTHWEST OF UPLAND,
 LA2108'39 FEET NORTH OF THE CENTER OF
 LA2108'STATE HIGHWAY 22, 27 FEET WEST OF THE CENTER OF A DRIVEWAY, 22 FEET
 LA2108'SOUTHWEST OF THE WEST GATE POST OF
 LA2108'A WOODEN GATE AND 12 FEET SOUTH OF A FENCE.
 LA2108'
 LA2108'TO REACH THE STATION FROM THE RAILROAD DEPOT IN UPLAND, GO NORTH AND
 LA2108'WEST ON STATE HIGHWAY 22 FOR
 LA2108'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 LA2108'ON THE HIGHWAY FOR 0.35 MILE TO
 LA2108'THE STATION ON THE RIGHT.
 LA2108'
 LA2108'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED UPLAND
 LA2108'1955.
 LA2108'
 LA2108'REFERENCE MARK 1 IS 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1
 LA2108'FOOT NORTH OF A 2 FOOT X 2 FOOT
 LA2108'BRICK CORNER POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 LA2108'STAMPED UPLAND NO 1 1955.
 LA2108'
 LA2108'REFERENCE MARK 2 IS 2 FEET EAST OF A 4 INCH X 4 INCH WHITE WITNESS
 LA2108'POST AND 1 FOOT SOUTH OF A FENCE.
 LA2108'THE MARK PROJECTS 9 INCHES, AND THE DISK IS STAMPED UPLAND NO 2 1955.
 LA2108'
 LA2108'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1
 LA2108'FOOT NORTH OF A FENCE AND 1
 LA2108'FOOT NORTHWEST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK
 LA2108'PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 LA2108'UPLAND 1955.
 LA2108'
 LA2108'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2101 ***********************************************************************
 LA2101  DESIGNATION -  UPLAND MUNICIPAL TANK
 LA2101  PID         -  LA2101
 LA2101  STATE/COUNTY-  IN/GRANT
 LA2101  COUNTRY     -  US
 LA2101  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA2101
 LA2101                         *CURRENT SURVEY CONTROL
 LA2101  ______________________________________________________________________
 LA2101* NAD 83(1997) POSITION- 40 28 32.07191(N) 085 29 46.99688(W)   ADJUSTED
 LA2101  ______________________________________________________________________
 LA2101  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LA2101  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 LA2101  HORZ ORDER      -  THIRD
 LA2101
 LA2101.The horizontal coordinates were established by classical geodetic methods
 LA2101.and adjusted by the National Geodetic Survey in May 1999.
 LA2101
 LA2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2101.GEOID18 height accuracy estimate available here.
 LA2101
 LA2101.Click photographs - Photos may exist for this station.
 LA2101
 LA2101.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2101
 LA2101. The following values were computed from the NAD 83(1997) position.
 LA2101
 LA2101;                    North         East     Units Scale Factor Converg.
 LA2101;SPC IN E     -   580,337.334   114,438.895   MT  0.99996923   +0 06 37.9
 LA2101;SPC IN E     - 1,903,990.07    375,454.94   sFT  0.99996923   +0 06 37.9
 LA2101;UTM  16      - 4,481,629.358   627,455.369   MT  0.99979996   +0 58 34.2
 LA2101
 LA2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2745581629(NAD 83)
 LA2101
 LA2101                          SUPERSEDED SURVEY CONTROL
 LA2101
 LA2101  NAD 83(1995)-  40 28 32.07471(N)    085 29 47.00865(W) AD(       ) 3
 LA2101  NAD 83(1986)-  40 28 32.07490(N)    085 29 47.01018(W) AD(       ) 3
 LA2101  NAD 27      -  40 28 31.92500(N)    085 29 47.10000(W) AD(       ) 3
 LA2101
 LA2101.Superseded values are not recommended for survey control.
 LA2101
 LA2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2101.See file dsdata.pdf to determine how the superseded data were derived.
 LA2101
 LA2101_MARKER: 51 = TANK
 LA2101
 LA2101  HISTORY     - Date     Condition        Report By
 LA2101  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2101  HISTORY     - 1955     GOOD             CGS
 LA2101
 LA2101                          STATION DESCRIPTION
 LA2101
 LA2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2101'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2103 ***********************************************************************
 LA2103  DESIGNATION -  UPLAND TAYLOR U ADMIN BLDG TWR
 LA2103  PID         -  LA2103
 LA2103  STATE/COUNTY-  IN/GRANT
 LA2103  COUNTRY     -  US
 LA2103  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA2103
 LA2103                         *CURRENT SURVEY CONTROL
 LA2103  ______________________________________________________________________
 LA2103* NAD 83(1997) POSITION- 40 27 29.64156(N) 085 29 42.96776(W)   ADJUSTED
 LA2103  ______________________________________________________________________
 LA2103  GEOID HEIGHT    -        -34.153 (meters)                     GEOID18
 LA2103  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 LA2103  HORZ ORDER      -  THIRD
 LA2103
 LA2103.The horizontal coordinates were established by classical geodetic methods
 LA2103.and adjusted by the National Geodetic Survey in May 1999.
 LA2103
 LA2103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2103.GEOID18 height accuracy estimate available here.
 LA2103
 LA2103.Click photographs - Photos may exist for this station.
 LA2103
 LA2103.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2103
 LA2103. The following values were computed from the NAD 83(1997) position.
 LA2103
 LA2103;                    North         East     Units Scale Factor Converg.
 LA2103;SPC IN E     -   578,411.888   114,537.537   MT  0.99996927   +0 06 40.4
 LA2103;SPC IN E     - 1,897,673.00    375,778.57   sFT  0.99996927   +0 06 40.4
 LA2103;UTM  16      - 4,479,705.947   627,583.062   MT  0.99980036   +0 58 35.6
 LA2103
 LA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2758379705(NAD 83)
 LA2103
 LA2103                          SUPERSEDED SURVEY CONTROL
 LA2103
 LA2103  NAD 83(1995)-  40 27 29.64461(N)    085 29 42.98050(W) AD(       ) 3
 LA2103  NAD 83(1986)-  40 27 29.64461(N)    085 29 42.98147(W) AD(       ) 3
 LA2103  NAD 27      -  40 27 29.50000(N)    085 29 43.09300(W) AD(       ) 3
 LA2103
 LA2103.Superseded values are not recommended for survey control.
 LA2103
 LA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2103.See file dsdata.pdf to determine how the superseded data were derived.
 LA2103
 LA2103_MARKER: 55 = TOWER
 LA2103
 LA2103  HISTORY     - Date     Condition        Report By
 LA2103  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2103
 LA2103                          STATION DESCRIPTION
 LA2103
 LA2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2103'THIS STATION IS LOCATED ABOUT 1 MILE SOUTH OF UPLAND AND 1/2 MILE
 LA2103'NORTH OF THE JUNCTION OF
 LA2103'STATE HIGHWAYS 22, 26 AND 221.
 LA2103'
 LA2103'IT IS A RED BRICK STRUCTURE HAVING A TOWER ABOUT 125 FEET HIGH AT THE
 LA2103'EAST OR FRONT OF THE BUILDING.
 LA2103'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2070 ***********************************************************************
 KA2070  DESIGNATION -  UPORT
 KA2070  PID         -  KA2070
 KA2070  STATE/COUNTY-  IN/MARION
 KA2070  COUNTRY     -  US
 KA2070  USGS QUAD   -  BEECH GROVE (2019)
 KA2070
 KA2070                         *CURRENT SURVEY CONTROL
 KA2070  ______________________________________________________________________
 KA2070* NAD 83(1986) POSITION- 39 42 16.9    (N) 086 02 40.3    (W)   HD_HELD2
 KA2070* NAVD 88 ORTHO HEIGHT -   261.41  (meters)      857.6   (feet) RESET
 KA2070  ______________________________________________________________________
 KA2070  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 KA2070  VERT ORDER      -  THIRD
 KA2070
 KA2070.The horizontal coordinates were established by autonomous hand held GPS
 KA2070.observations and have an estimated accuracy of +/- 10 meters.
 KA2070
 KA2070.The orthometric height was computed from unverified reset data.
 KA2070
 KA2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2070.GEOID18 height accuracy estimate available here.
 KA2070
 KA2070.Click photographs - Photos may exist for this station.
 KA2070
 KA2070;                    North         East    Units  Estimated Accuracy
 KA2070;SPC IN E     -   494,799.       67,595.      MT  (+/- 10 meters HH2 GPS)
 KA2070
 KA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8190995418(NAD 83)
 KA2070
 KA2070                          SUPERSEDED SURVEY CONTROL
 KA2070
 KA2070  NGVD 29 (08/22/16)  261.52   (m)          858.0    (f) RESET       3  
 KA2070
 KA2070.Superseded values are not recommended for survey control.
 KA2070
 KA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2070.See file dsdata.pdf to determine how the superseded data were derived.
 KA2070
 KA2070_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA2070_SP_SET: HEADWALL
 KA2070_STAMPING: UPORT 1986
 KA2070_MARK LOGO: NGS
 KA2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2070+STABILITY: SURFACE MOTION
 KA2070
 KA2070  HISTORY     - Date     Condition        Report By
 KA2070  HISTORY     - 1986     MONUMENTED       NGS
 KA2070
 KA2070                          STATION DESCRIPTION
 KA2070
 KA2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA2070'8.6 KM (5.35 MI) NW FROM ACTION.
 KA2070'FROM THE JUNCTION OF I-465 AND EMERSON AVENUE, EXIT 52, ON THE
 KA2070'SOUTHEAST SIDE OF INDIANAPOLIS, GO SOUTH ON EMERSON AVENUE FOR 0.96
 KA2070'KM (0.60 MI) TO A CROSSROAD, THOMPSON ROAD.  TURN LEFT AND GO EAST ON
 KA2070'THOMPSON ROAD FOR 3.3 KM (2.05 MI) TO A CROSSROAD, FIVE POINTS ROAD.
 KA2070'TURN LEFT AND GO NORTH ON FIVE POINTS ROAD FOR 1.1 KM (0.70 MI) TO
 KA2070'MARK ON RIGHT JUST BEFORE CROSSING RAILROAD TRACK.  8.84 M (29.0 FT)
 KA2070'SOUTHWEST OF THE SOUTH RAIL, 6.40 M (21.0 FT) EAST OF THE CENTER OF
 KA2070'FIVE POINTS ROAD, 5.03 M (16.5 FT) NORTH OF A UTILITY POLE, 0.46 M
 KA2070'(1.5 FT) SOUTHEAST OF A GAS LINE VENT PIPE AND 0.305 M (1.0 FT) SOUTH
 KA2070'OF A CARSONITE WITNESS POST.
 KA2070'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 KA2070'THE MARK IS 1.0 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2222 ***********************************************************************
 LA2222  DESIGNATION -  URBANA
 LA2222  PID         -  LA2222
 LA2222  STATE/COUNTY-  IN/WABASH
 LA2222  COUNTRY     -  US
 LA2222  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA2222
 LA2222                         *CURRENT SURVEY CONTROL
 LA2222  ______________________________________________________________________
 LA2222* NAD 83(1997) POSITION- 40 53 50.07232(N) 085 47 32.79009(W)   ADJUSTED
 LA2222* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LA2222  ______________________________________________________________________
 LA2222  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 LA2222  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 LA2222  HORZ ORDER      -  SECOND
 LA2222
 LA2222.The horizontal coordinates were established by classical geodetic methods
 LA2222.and adjusted by the National Geodetic Survey in May 1999.
 LA2222
 LA2222.The orthometric height was scaled from a topographic map.
 LA2222
 LA2222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2222.GEOID18 height accuracy estimate available here.
 LA2222
 LA2222.Click photographs - Photos may exist for this station.
 LA2222
 LA2222.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2222
 LA2222. The following values were computed from the NAD 83(1997) position.
 LA2222
 LA2222;                    North         East     Units Scale Factor Converg.
 LA2222;SPC IN E     -   627,154.652    89,401.829   MT  0.99996805   -0 04 56.4
 LA2222;SPC IN E     - 2,057,589.89    293,312.50   sFT  0.99996805   -0 04 56.4
 LA2222;UTM  16      - 4,528,051.905   601,716.155   MT  0.99972734   +0 47 26.4
 LA2222
 LA2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2222!SPC IN E     -   0.99996741  x   0.99996805  =   0.99993546
 LA2222!UTM  16      -   0.99996741  x   0.99972734  =   0.99969476
 LA2222
 LA2222:                Primary Azimuth Mark                     Grid Az
 LA2222:SPC IN E     -  URBANA AZ MK                             289 33 07.0
 LA2222:UTM  16      -  URBANA AZ MK                             288 40 44.2
 LA2222
 LA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0171628051(NAD 83)
 LA2222
 LA2222|---------------------------------------------------------------------|
 LA2222| PID    Reference Object                     Distance      Geod. Az  |
 LA2222|                                                           dddmmss.s |
 LA2222| CD1363 URBANA RM 1                          24.061 METERS 18054     |
 LA2222| CD1364 URBANA RM 2                          26.075 METERS 26946     |
 LA2222| CD1362 URBANA AZ MK                                       2892810.6 |
 LA2222| LA2221 URBANA ST PETERS EVAN CH SPIRE       45.445 METERS 31040     |
 LA2222|---------------------------------------------------------------------|
 LA2222
 LA2222                          SUPERSEDED SURVEY CONTROL
 LA2222
 LA2222  NAD 83(1986)-  40 53 50.07592(N)    085 47 32.80210(W) AD(       ) 2
 LA2222  NAD 27      -  40 53 49.91720(N)    085 47 32.85480(W) AD(       ) 2
 LA2222
 LA2222.Superseded values are not recommended for survey control.
 LA2222
 LA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2222.See file dsdata.pdf to determine how the superseded data were derived.
 LA2222
 LA2222_MARKER: DS = TRIANGULATION STATION DISK
 LA2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2222_STAMPING: URBANA 1948
 LA2222_MARK LOGO: CGS
 LA2222_PROJECTION: FLUSH
 LA2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2222+STABILITY: SURFACE MOTION
 LA2222
 LA2222  HISTORY     - Date     Condition        Report By
 LA2222  HISTORY     - 1948     MONUMENTED       CGS
 LA2222
 LA2222                          STATION DESCRIPTION
 LA2222
 LA2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2222'THE STATION IS LOCATED IN THE SOUTH SECTION OF URBANA ON THE GROUNDS
 LA2222'OF THE ST. PETERS EVANGELICAL AND REFORMED CHURCH.
 LA2222'
 LA2222'IT IS 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 108
 LA2222'FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 13 AND A PAVED
 LA2222'T-ROAD EAST, 87 FEET SOUTH OF THE CENTER OF THE PAVED ROAD AND 63 FEET
 LA2222'EAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS
 LA2222'STAMPED URBANA 1948.
 LA2222'
 LA2222'REFERENCE MARK NO. 1 IS 78.94 FEET SOUTH OF THE STATION.  IT IS 105
 LA2222'FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 61 FEET EAST
 LA2222'OF THE CENTER OF THE HIGHWAY, 26 FEET SOUTHEAST OF AN 18 INCH MAPLE
 LA2222'TREE AND 21 FEET SOUTHWEST OF A 12 INCH MAPLE TREE.  THE MARK IS FLUSH
 LA2222'AND THE DISK IS STAMPED URBANA NO 1 1948.
 LA2222'
 LA2222'REFERENCE MARK NO. 2 IS 85.55 FEET WEST OF THE STATION.  IT IS 83 FEET
 LA2222'SOUTHEAST OF SOUTHWEST CORNER OF THE CHURCH, 64 FEET NORTHEAST OF THE
 LA2222'NORTHEAST CORNER OF A FRAME HOUSE AND 22 FEET WEST OF THE CENTER OF
 LA2222'THE HIGHWAY.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 LA2222'SIDEWALK AND IS STAMPED URBANA NO 2 1948.
 LA2222'
 LA2222'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 19 FEET
 LA2222'NORTH OF THE CENTER OF A PAVED ROAD, 2 FEET EAST OF A WHITE WITNESS
 LA2222'POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND
 LA2222'THE DISK IS STAMPED URBANA 1948.
 LA2222'
 LA2222'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 LA2222'13 FOR 0.1 MILE TO A PAVED CROSSROAD, TURN LEFT AND GO WEST FOR 0.15
 LA2222'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2222'
 LA2222'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2221 ***********************************************************************
 LA2221  DESIGNATION -  URBANA ST PETERS EVAN CH SPIRE
 LA2221  PID         -  LA2221
 LA2221  STATE/COUNTY-  IN/WABASH
 LA2221  COUNTRY     -  US
 LA2221  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA2221
 LA2221                         *CURRENT SURVEY CONTROL
 LA2221  ______________________________________________________________________
 LA2221* NAD 83(1997) POSITION- 40 53 51.03220(N) 085 47 34.26289(W)   ADJUSTED
 LA2221  ______________________________________________________________________
 LA2221  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LA2221  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 LA2221  HORZ ORDER      -  THIRD
 LA2221
 LA2221.The horizontal coordinates were established by classical geodetic methods
 LA2221.and adjusted by the National Geodetic Survey in May 1999.
 LA2221
 LA2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2221.GEOID18 height accuracy estimate available here.
 LA2221
 LA2221.Click photographs - Photos may exist for this station.
 LA2221
 LA2221.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2221
 LA2221. The following values were computed from the NAD 83(1997) position.
 LA2221
 LA2221;                    North         East     Units Scale Factor Converg.
 LA2221;SPC IN E     -   627,184.310    89,367.399   MT  0.99996806   -0 04 57.4
 LA2221;SPC IN E     - 2,057,687.19    293,199.54   sFT  0.99996806   -0 04 57.4
 LA2221;UTM  16      - 4,528,081.029   601,681.285   MT  0.99972725   +0 47 25.4
 LA2221
 LA2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0168128081(NAD 83)
 LA2221
 LA2221                          SUPERSEDED SURVEY CONTROL
 LA2221
 LA2221  NAD 83(1986)-  40 53 51.03588(N)    085 47 34.27501(W) AD(       ) 3
 LA2221  NAD 27      -  40 53 50.87400(N)    085 47 34.32300(W) AD(       ) 3
 LA2221
 LA2221.Superseded values are not recommended for survey control.
 LA2221
 LA2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2221.See file dsdata.pdf to determine how the superseded data were derived.
 LA2221
 LA2221_MARKER: 90 = CHURCH SPIRE
 LA2221
 LA2221  HISTORY     - Date     Condition        Report By
 LA2221  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2221
 LA2221                          STATION DESCRIPTION
 LA2221
 LA2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2221'THE STATION IS LOCATED IN THE SOUTH SECTION OF URBANA, 30 FEET WEST
 LA2221'OF STATE HIGHWAY 13.  IT
 LA2221'IS A BRICK CHURCH WITH A WOODEN SPIRE ABOUT 90 FEET HIGH.  THE POINT
 LA2221'OBSERVED ON WAS THE TOP OF THE
 LA2221'SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2520 ***********************************************************************
 ME2520  DESIGNATION -  URSCHEL
 ME2520  PID         -  ME2520
 ME2520  STATE/COUNTY-  IN/PORTER
 ME2520  COUNTRY     -  US
 ME2520  USGS QUAD   -  VALPARAISO (2019)
 ME2520
 ME2520                         *CURRENT SURVEY CONTROL
 ME2520  ______________________________________________________________________
 ME2520* NAD 83(1997) POSITION- 41 29 35.52029(N) 087 02 57.42828(W)   ADJUSTED
 ME2520* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 ME2520  ______________________________________________________________________
 ME2520  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME2520  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 ME2520  HORZ ORDER      -  SECOND
 ME2520
 ME2520.The horizontal coordinates were established by classical geodetic methods
 ME2520.and adjusted by the National Geodetic Survey in May 1999.
 ME2520
 ME2520.The orthometric height was scaled from a topographic map.
 ME2520
 ME2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2520.GEOID18 height accuracy estimate available here.
 ME2520
 ME2520.Click photographs - Photos may exist for this station.
 ME2520
 ME2520.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2520
 ME2520. The following values were computed from the NAD 83(1997) position.
 ME2520
 ME2520;                    North         East     Units Scale Factor Converg.
 ME2520;SPC IN W     -   693,331.079   902,843.055   MT  0.99996677   +0 01 21.2
 ME2520;SPC IN W     - 2,274,703.72  2,962,077.59   sFT  0.99996677   +0 01 21.2
 ME2520;UTM  16      - 4,593,510.474   495,886.054   MT  0.99960021   -0 01 57.6
 ME2520
 ME2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2520!SPC IN W     -   0.99996594  x   0.99996677  =   0.99993271
 ME2520!UTM  16      -   0.99996594  x   0.99960021  =   0.99956616
 ME2520
 ME2520:                Primary Azimuth Mark                     Grid Az
 ME2520:SPC IN W     -  URSCHEL AZ MK                            297 37 16.8
 ME2520:UTM  16      -  URSCHEL AZ MK                            297 40 35.6
 ME2520
 ME2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9588693510(NAD 83)
 ME2520
 ME2520|---------------------------------------------------------------------|
 ME2520| PID    Reference Object                     Distance      Geod. Az  |
 ME2520|                                                           dddmmss.s |
 ME2520| ME2472 SUMAN GREYHOUND RADIO MAST          APPROX. 5.6 KM 0095835.0 |
 ME2520| ME2517 VALPARAISO MUNICIPAL TANK           APPROX. 1.9 KM 2040934.0 |
 ME2520| ME1338 R 151                                35.695 METERS 27135     |
 ME2520| CM4748 URSCHEL AZ MK                                      2973838.0 |
 ME2520| CM4749 URSCHEL RM 1                         30.700 METERS 31853     |
 ME2520|---------------------------------------------------------------------|
 ME2520
 ME2520                          SUPERSEDED SURVEY CONTROL
 ME2520
 ME2520  NAD 83(1986)-  41 29 35.52522(N)    087 02 57.43144(W) AD(       ) 2
 ME2520  NAD 27      -  41 29 35.38370(N)    087 02 57.32140(W) AD(       ) 2
 ME2520
 ME2520.Superseded values are not recommended for survey control.
 ME2520
 ME2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2520.See file dsdata.pdf to determine how the superseded data were derived.
 ME2520
 ME2520_MARKER: DS = TRIANGULATION STATION DISK
 ME2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2520_STAMPING: URSCHEL 1948
 ME2520_MARK LOGO: CGS
 ME2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2520+STABILITY: SURFACE MOTION
 ME2520
 ME2520  HISTORY     - Date     Condition        Report By
 ME2520  HISTORY     - 1948     MONUMENTED       CGS
 ME2520  HISTORY     - 19891101 MARK NOT FOUND   USPSQD
 ME2520
 ME2520                          STATION DESCRIPTION
 ME2520
 ME2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2520'STATION IS LOCATED AT THE URSCHEL AIRFIELD WHICH IS ABOUT 2 MILES
 ME2520'NORTH OF VALPARAISO AND
 ME2520'ABOUT 1-1/2 MILES SOUTHWEST OF FLINT LAKE.  IT IS 103 FEET SOUTHEAST
 ME2520'OF A WHITE WITNESS POST, 97 FEET EAST
 ME2520'OF SOUTHEAST CORNER OF AIRFIELD OFFICE, 96 FEET SOUTHEAST
 ME2520'OF SOUTHEAST CORNER OF NORTH HANGER AND 62 FEET
 ME2520'NORTHEAST OF NORTHEAST CORNER OF
 ME2520'SOUTH HANGER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2520'STAMPED URSCHEL 1948.
 ME2520'
 ME2520'REFERENCE MARK NO. 1 IS 100.72 FEET NORTHWEST OF STATION.  IT IS 3
 ME2520'FEET EAST OF A WHITE WITNESS
 ME2520'POST AND 2 FEET SOUTH OF SOUTH OF HANGER.  THE MARK PROJECTS ABOUT
 ME2520'2 INCHES AND THE DISK IS STAMPED
 ME2520'URSCHELL NO 1 1948.
 ME2520'
 ME2520'R 151 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 117.11
 ME2520'FEET WEST OF THE STATION AND 2
 ME2520'FEET SOUTH OF SOUTHWEST CORNER OF OFFICE.  THE MARK IS AN 8 BY 8 INCH
 ME2520'CONCRETE POST WHICH PROJECTS
 ME2520'ABOUT 6 INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK
 ME2520'STAMPED R 151 1946.
 ME2520'
 ME2520'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF STATION.  IT IS 2 FEET SOUTH OF
 ME2520'A WHITE WITNESS POST AND 1
 ME2520'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 ME2520'DISK IS STAMPED URSCHEL 1948.
 ME2520'
 ME2520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 49 IN
 ME2520'VALPARAISO, GO NORTH ON
 ME2520'HIGHWAY 49 FOR 1.85 MILES TO SIDE ROAD LEFT, TURN LEFT AND GO 0.15
 ME2520'MILE TO ROAD RIGHT TO AIRFIELD AND
 ME2520'STATION AS DESCRIBED.
 ME2520'
 ME2520'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWEST ACROSS RUNWAY FOR
 ME2520'0.2 MILE TO FENCE AND
 ME2520'AZIMUTH MARK AS DESCRIBED.
 ME2520'
 ME2520'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2520
 ME2520                          STATION RECOVERY (1989)
 ME2520
 ME2520'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME2520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1769 ***********************************************************************
 JA1769  DESIGNATION -  US 1052
 JA1769  PID         -  JA1769
 JA1769  STATE/COUNTY-  IN/PERRY
 JA1769  COUNTRY     -  US
 JA1769  USGS QUAD   -  ALTON (2019)
 JA1769
 JA1769                         *CURRENT SURVEY CONTROL
 JA1769  ______________________________________________________________________
 JA1769* NAD 83(1997) POSITION- 38 04 33.33631(N) 086 25 58.93798(W)   ADJUSTED
 JA1769* NAVD 88 ORTHO HEIGHT -   125.    (meters)      410.    (feet) SCALED
 JA1769  ______________________________________________________________________
 JA1769  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 JA1769  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 JA1769  HORZ ORDER      -  SECOND
 JA1769
 JA1769.The horizontal coordinates were established by classical geodetic methods
 JA1769.and adjusted by the National Geodetic Survey in May 1999.
 JA1769
 JA1769.The orthometric height was scaled from a topographic map.
 JA1769
 JA1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1769.GEOID18 height accuracy estimate available here.
 JA1769
 JA1769.Click photographs - Photos may exist for this station.
 JA1769
 JA1769.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1769
 JA1769. The following values were computed from the NAD 83(1997) position.
 JA1769
 JA1769;                    North         East     Units Scale Factor Converg.
 JA1769;SPC IN W     -   314,121.090   957,056.466   MT  1.00000675   +0 24 03.8
 JA1769;SPC IN W     - 1,030,578.94  3,139,942.76   sFT  1.00000675   +0 24 03.8
 JA1769;UTM  16      - 4,214,391.037   549,726.550   MT  0.99963045   +0 20 58.8
 JA1769
 JA1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1769!SPC IN W     -   0.99998557  x   1.00000675  =   0.99999232
 JA1769!UTM  16      -   0.99998557  x   0.99963045  =   0.99961602
 JA1769
 JA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4972614391(NAD 83)
 JA1769
 JA1769                          SUPERSEDED SURVEY CONTROL
 JA1769
 JA1769  NAD 83(1993)-  38 04 33.33824(N)    086 25 58.93938(W) AD(       ) 2
 JA1769  NAD 83(1986)-  38 04 33.34301(N)    086 25 58.94348(W) AD(       ) 2
 JA1769  NAD 27      -  38 04 33.11100(N)    086 25 59.03800(W) AD(       ) 2
 JA1769
 JA1769.Superseded values are not recommended for survey control.
 JA1769
 JA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1769.See file dsdata.pdf to determine how the superseded data were derived.
 JA1769
 JA1769_MARKER: DB = BENCH MARK DISK
 JA1769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1769_STAMPING: US 1052
 JA1769_MARK LOGO: USACE
 JA1769_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1769
 JA1769  HISTORY     - Date     Condition        Report By
 JA1769  HISTORY     - UNK      MONUMENTED       USACE
 JA1769  HISTORY     - 1947     GOOD             CGS
 JA1769
 JA1769                          STATION DESCRIPTION
 JA1769
 JA1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 JA1769'THIS IS A TRAVERSE STATION.
 JA1769'
 JA1769'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF SULPHUR
 JA1769'AND 1/4 MILE WEST OF THE OHIO RIVER. A TRAVERSE CONNECTION WAS
 JA1769'MADE FROM TRIANGULATION STATION ELLIS TO THIS BENCH MARK. THE BENCH
 JA1769'MARK IS 135.936 METERS 445.983 FEET SOUTH-SOUTHWEST OF STATION
 JA1769'ELLIS. THE DISK IS A STANDARD U.S.E.D. BENCH MARK DISK AND IT IS SET
 JA1769'IN THE TOP OF A CAST IRON PIPE THAT PROJECTS 3 INCHES. THE DISK
 JA1769'IS STAMPED U.S.1052.
 JA1769'
 JA1769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 66 IN
 JA1769'SULPHUR, GO SOUTH ON THE LATTER FOR 10.85 MILES TO A SCHOOL
 JA1769'HOUSE ON THE LEFT. CONTINUE SOUTH ON THE HIGHWAY FOR 1.25 MILES TO
 JA1769'WHERE THE HIGHWAY MAKES A SHARP RIGHT TURN AND A GRAVEL ROAD
 JA1769'CONTINUES STRAIGHT AHEAD. LEAVE THE HIGHWAY AND CONTINUE SOUTH ON THE
 JA1769'GRAVEL ROAD FOR 1.8 MILES TO THE MAGNET STORE AND POST OFFICE.
 JA1769'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.65 MILES TO A SIDE ROAD ON
 JA1769'THE RIGHT, TURN RIGHT AND GO 0.6 MILE TO A FARM HOUSE AT THE END
 JA1769'OF THE ROAD. CONTINUE ON A FARM ROAD EAST OF THE BARN FOR 0.1
 JA1769'MILE TO A PLANK BRIDGE AND THE STATION AND WITNESS POST ABOUT 400
 JA1769'FEET SOUTH OF THE BRIDGE IN THE MIDDLE OF THE FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2137 ***********************************************************************
 HZ2137  DESIGNATION -  UTICA
 HZ2137  PID         -  HZ2137
 HZ2137  STATE/COUNTY-  IN/CLARK
 HZ2137  COUNTRY     -  US
 HZ2137  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2137
 HZ2137                         *CURRENT SURVEY CONTROL
 HZ2137  ______________________________________________________________________
 HZ2137* NAD 83(1997) POSITION- 38 19 39.47711(N) 085 42 40.82557(W)   ADJUSTED
 HZ2137* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 HZ2137  ______________________________________________________________________
 HZ2137  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 HZ2137  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 HZ2137  HORZ ORDER      -  THIRD
 HZ2137
 HZ2137.The horizontal coordinates were established by classical geodetic methods
 HZ2137.and adjusted by the National Geodetic Survey in May 1999.
 HZ2137
 HZ2137.The orthometric height was scaled from a topographic map.
 HZ2137
 HZ2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2137.GEOID18 height accuracy estimate available here.
 HZ2137
 HZ2137.Click photographs - Photos may exist for this station.
 HZ2137
 HZ2137.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2137
 HZ2137. The following values were computed from the NAD 83(1997) position.
 HZ2137
 HZ2137;                    North         East     Units Scale Factor Converg.
 HZ2137;SPC IN E     -   341,860.832    96,093.844   MT  0.99996685   -0 01 39.7
 HZ2137;SPC IN E     - 1,121,588.41    315,267.89   sFT  0.99996685   -0 01 39.7
 HZ2137;SPC KY1Z     - 1,221,335.742 1,503,380.185   MT  0.99993588   +0 01 25.4
 HZ2137;SPC KY1Z     - 4,006,999.01  4,932,339.82   sFT  0.99993588   +0 01 25.4
 HZ2137;SPC KY N     -    92,878.131   372,229.845   MT  0.99996503   -0 54 32.6
 HZ2137;SPC KY N     -   304,717.67  1,221,224.08   sFT  0.99996503   -0 54 32.6
 HZ2137;UTM  16      - 4,242,953.167   612,637.867   MT  0.99975625   +0 47 57.3
 HZ2137
 HZ2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2137!SPC IN E     -   0.99998048  x   0.99996685  =   0.99994733
 HZ2137!SPC KY1Z     -   0.99998048  x   0.99993588  =   0.99991636
 HZ2137!SPC KY N     -   0.99998048  x   0.99996503  =   0.99994551
 HZ2137!UTM  16      -   0.99998048  x   0.99975625  =   0.99973673
 HZ2137
 HZ2137:                Primary Azimuth Mark                     Grid Az
 HZ2137:SPC IN E     -  UTICA AZ MK                              199 49 25.9
 HZ2137:SPC KY1Z     -  UTICA AZ MK                              199 46 20.8
 HZ2137:SPC KY N     -  UTICA AZ MK                              200 42 18.8
 HZ2137:UTM  16      -  UTICA AZ MK                              198 59 48.9
 HZ2137
 HZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1263742953(NAD 83)
 HZ2137
 HZ2137|---------------------------------------------------------------------|
 HZ2137| PID    Reference Object                     Distance      Geod. Az  |
 HZ2137|                                                           dddmmss.s |
 HZ2137| CG9327 UTICA AZ MK                                        1994746.2 |
 HZ2137| CG9328 UTICA RM 1                           23.600 METERS 24256     |
 HZ2137| HZ2139 RADIO STATION WAVE SOUTH MAST       APPROX. 3.2 KM 2484801.2 |
 HZ2137| HZ2138 RADIO STATION WAVE NORTH MAST       APPROX. 3.1 KM 2504616.1 |
 HZ2137| CG9329 UTICA RM 2                           24.110 METERS 32719     |
 HZ2137|---------------------------------------------------------------------|
 HZ2137
 HZ2137                          SUPERSEDED SURVEY CONTROL
 HZ2137
 HZ2137  NAD 83(1993)-  38 19 39.47725(N)    085 42 40.82579(W) AD(       ) 3
 HZ2137  NAD 83(1986)-  38 19 39.48053(N)    085 42 40.83226(W) AD(       ) 3
 HZ2137  NAD 27      -  38 19 39.23900(N)    085 42 40.96700(W) AD(       ) 3
 HZ2137
 HZ2137.Superseded values are not recommended for survey control.
 HZ2137
 HZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2137.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2137
 HZ2137_MARKER: DS = TRIANGULATION STATION DISK
 HZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2137_STAMPING: UTICA 1947
 HZ2137_MARK LOGO: CGS
 HZ2137_PROJECTION: RECESSED 25 CENTIMETERS
 HZ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2137+STABILITY: SURFACE MOTION
 HZ2137
 HZ2137  HISTORY     - Date     Condition        Report By
 HZ2137  HISTORY     - 1947     MONUMENTED       CGS
 HZ2137  HISTORY     - 1963     GOOD             AEROS
 HZ2137
 HZ2137                          STATION DESCRIPTION
 HZ2137
 HZ2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2137'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHWEST OF CHARLESTOWN
 HZ2137'AND 3 MILES WEST OF UTICA ON A SMALL KNOLL IN A PASTURE, WHICH IS
 HZ2137'PROPERTY OF MORRIL AND JOHN ASH. IT IS 108 FEET SOUTHEAST OF THE
 HZ2137'CENTERLINE OF THE SOUTH LANE OF STATE HIGHWAY 62, AND 59 FEET
 HZ2137'SOUTHEAST OF A FENCE. THE MARK IS 10 INCHES UNDERGROUND, AND THE DISK
 HZ2137'IS STAMPEDUTICA 1947.
 HZ2137'
 HZ2137'REFERENCE MARK NO. 1 IS 77.42 FEET SOUTHWEST OF THE STATION, 49 FEET
 HZ2137'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF A
 HZ2137'POWER POLE, 4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT SOUTHEAST OF A
 HZ2137'FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2137'UTICA NO 1 1947.
 HZ2137'
 HZ2137'REFERENCE MARK NO. 2 IS 79.10 FEET NORTHWEST OF THE STATION, 49 FEET
 HZ2137'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH OF
 HZ2137'POWER POLE NO. 130, AND 1 FOOT SOUTHEAST OF A FENCE. THE MARK
 HZ2137'PROJECTS 4 INCHES, AND THE DISK IS STAMPED UTICA NO 2 1947.
 HZ2137'
 HZ2137'THE AZIMUTH MARK IS 0.30 MILE, VIA STATE HIGHWAY 62, SOUTH-SOUTHWEST
 HZ2137'OF THE STATION, 48 FEET WEST OF THE CENTERLINE OF THE NORTH LANE
 HZ2137'OF STATE HIGHWAY 62, 14 FEET SOUTH OF A LANE, 3 FEET EAST OF A LARGE
 HZ2137'SIGN BOARD, AND 2 FEET WEST OF A WITNESS POST. THE MARK
 HZ2137'PROJECTS 6 INCHES, AND THE DISK IS STAMPED UTICA 1947.
 HZ2137'
 HZ2137'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ2137'THE SOUTH EDGE OF CHARLESTOWN, GO SOUTH ON HIGHWAY 62 FOR
 HZ2137'8.4 MILES TO THE STATION ON THE LEFT.
 HZ2137'
 HZ2137'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ2137
 HZ2137                          STATION RECOVERY (1963)
 HZ2137
 HZ2137'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2137'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 HZ2137'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1851 ***********************************************************************
 JZ1851  DESIGNATION -  V 1
 JZ1851  PID         -  JZ1851
 JZ1851  STATE/COUNTY-  IN/DECATUR
 JZ1851  COUNTRY     -  US
 JZ1851  USGS QUAD   -  GREENSBURG (2019)
 JZ1851
 JZ1851                         *CURRENT SURVEY CONTROL
 JZ1851  ______________________________________________________________________
 JZ1851* NAD 83(1986) POSITION- 39 20 09.     (N) 085 29 30.     (W)   SCALED
 JZ1851* NAVD 88 ORTHO HEIGHT -   287.596 (meters)      943.55  (feet) ADJUSTED
 JZ1851  ______________________________________________________________________
 JZ1851  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ1851  DYNAMIC HEIGHT  -        287.416 (meters)      942.96  (feet) COMP
 JZ1851  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JZ1851
 JZ1851  VERT ORDER      -  FIRST     CLASS II
 JZ1851
 JZ1851.The horizontal coordinates were scaled from a map and have
 JZ1851.an estimated accuracy of +/- 6 seconds.
 JZ1851
 JZ1851.The orthometric height was determined by differential leveling and
 JZ1851.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1851.in June 1991.
 JZ1851
 JZ1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1851.GEOID18 height accuracy estimate available here.
 JZ1851
 JZ1851.Click photographs - Photos may exist for this station.
 JZ1851
 JZ1851.The dynamic height is computed by dividing the NAVD 88
 JZ1851.geopotential number by the normal gravity value computed on the
 JZ1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1851.degrees latitude (g = 980.6199 gals.).
 JZ1851
 JZ1851.The modeled gravity was interpolated from observed gravity values.
 JZ1851
 JZ1851;                    North         East    Units  Estimated Accuracy
 JZ1851;SPC IN E     -   453,790.      115,090.      MT  (+/- 180 meters Scaled)
 JZ1851
 JZ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ299551(NAD 83)
 JZ1851
 JZ1851                          SUPERSEDED SURVEY CONTROL
 JZ1851
 JZ1851  NGVD 29 (??/??/92)  287.716  (m)          943.95   (f) ADJ UNCH    1 2
 JZ1851
 JZ1851.Superseded values are not recommended for survey control.
 JZ1851
 JZ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1851.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1851
 JZ1851_MARKER: DB = BENCH MARK DISK
 JZ1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1851_STAMPING: V 1
 JZ1851_MARK LOGO: CGS
 JZ1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1851+STABILITY: SURFACE MOTION
 JZ1851
 JZ1851  HISTORY     - Date     Condition        Report By
 JZ1851  HISTORY     - 1917     MONUMENTED       CGS
 JZ1851  HISTORY     - 1947     GOOD             CGS
 JZ1851  HISTORY     - 1986     GOOD             NGS
 JZ1851
 JZ1851                          STATION DESCRIPTION
 JZ1851
 JZ1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1851'AT GREENSBURG.
 JZ1851'AT GREENSBURG, ALONG THE NEW YORK CENTRAL RAILROAD, IN THE LAWN
 JZ1851'AT THE RAILROAD STATION, 102 FEET NORTHEAST OF THE NORTHEAST
 JZ1851'CORNER OF THE STATION, 112 FEET NORTH OF THE NORTH RAIL, 4 FEET
 JZ1851'SOUTHEAST OF A TELEGRAPH POLE, AND SET IN THE TOP OF A STONE
 JZ1851'POST PROJECTING ABOUT 14 INCHES.
 JZ1851
 JZ1851                          STATION RECOVERY (1986)
 JZ1851
 JZ1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0658 ***********************************************************************
 JA0658  DESIGNATION -  V 10
 JA0658  PID         -  JA0658
 JA0658  STATE/COUNTY-  IN/LAWRENCE
 JA0658  COUNTRY     -  US
 JA0658  USGS QUAD   -  GEORGIA (2019)
 JA0658
 JA0658                         *CURRENT SURVEY CONTROL
 JA0658  ______________________________________________________________________
 JA0658* NAD 83(1986) POSITION- 38 43 10.     (N) 086 36 50.     (W)   SCALED
 JA0658* NAVD 88 ORTHO HEIGHT -   184.683 (meters)      605.91  (feet) ADJUSTED
 JA0658  ______________________________________________________________________
 JA0658  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 JA0658  DYNAMIC HEIGHT  -        184.563 (meters)      605.52  (feet) COMP
 JA0658  MODELED GRAVITY -    979,976.2   (mgal)                       NAVD 88
 JA0658
 JA0658  VERT ORDER      -  FIRST     CLASS II
 JA0658
 JA0658.The horizontal coordinates were scaled from a map and have
 JA0658.an estimated accuracy of +/- 6 seconds.
 JA0658
 JA0658.The orthometric height was determined by differential leveling and
 JA0658.adjusted by the NATIONAL GEODETIC SURVEY
 JA0658.in June 1991.
 JA0658
 JA0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0658.GEOID18 height accuracy estimate available here.
 JA0658
 JA0658.Click photographs - Photos may exist for this station.
 JA0658
 JA0658.The dynamic height is computed by dividing the NAVD 88
 JA0658.geopotential number by the normal gravity value computed on the
 JA0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0658.degrees latitude (g = 980.6199 gals.).
 JA0658
 JA0658.The modeled gravity was interpolated from observed gravity values.
 JA0658
 JA0658;                    North         East    Units  Estimated Accuracy
 JA0658;SPC IN W     -   385,460.      940,830.      MT  (+/- 180 meters Scaled)
 JA0658
 JA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH335857(NAD 83)
 JA0658
 JA0658                          SUPERSEDED SURVEY CONTROL
 JA0658
 JA0658  NGVD 29 (??/??/92)  184.802  (m)          606.30   (f) ADJ UNCH    1 2
 JA0658
 JA0658.Superseded values are not recommended for survey control.
 JA0658
 JA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0658.See file dsdata.pdf to determine how the superseded data were derived.
 JA0658
 JA0658_MARKER: DB = BENCH MARK DISK
 JA0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0658_STAMPING: V 10 1930 606.305
 JA0658_MARK LOGO: CGS
 JA0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0658+STABILITY: SURFACE MOTION
 JA0658
 JA0658  HISTORY     - Date     Condition        Report By
 JA0658  HISTORY     - 1930     MONUMENTED       CGS
 JA0658  HISTORY     - 1965     GOOD             CGS
 JA0658  HISTORY     - 20110909 GOOD             JCLS
 JA0658
 JA0658                          STATION DESCRIPTION
 JA0658
 JA0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0658'3.2 MI E FROM HURON.
 JA0658'ABOUT 3.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0658'THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 3, T 3 N,
 JA0658'R 2 W, ABOUT 0.15 MILE EAST OF A CROSSING OF THE RAILROAD AND
 JA0658'ROAD NUMBER 735W, AT THE 3RD POLE EAST OF MILEPOST 134-30, 35
 JA0658'FEET SOUTH OF THE SOUTH RAIL, 18 FEET WEST OF THE 6TH POLE EAST
 JA0658'OF THE ROAD CROSSING, 25 FEET SOUTHWEST OF A CONCRETE POST
 JA0658'SUPPORTING A SIGNAL BOX, 13 FEET NORTH OF A FENCE, 1.7 FEET EAST
 JA0658'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0658'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0658
 JA0658                          STATION RECOVERY (2011)
 JA0658
 JA0658'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1732 ***********************************************************************
 LB1732  DESIGNATION -  V 100
 LB1732  PID         -  LB1732
 LB1732  STATE/COUNTY-  IN/WARREN
 LB1732  COUNTRY     -  US
 LB1732  USGS QUAD   -  PINE VILLAGE (2019)
 LB1732
 LB1732                         *CURRENT SURVEY CONTROL
 LB1732  ______________________________________________________________________
 LB1732* NAD 83(1986) POSITION- 40 25 05.     (N) 087 16 27.     (W)   SCALED
 LB1732* NAVD 88 ORTHO HEIGHT -   218.155 (meters)      715.73  (feet) ADJUSTED
 LB1732  ______________________________________________________________________
 LB1732  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 LB1732  DYNAMIC HEIGHT  -        218.046 (meters)      715.37  (feet) COMP
 LB1732  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 LB1732
 LB1732  VERT ORDER      -  SECOND    CLASS 0
 LB1732
 LB1732.The horizontal coordinates were scaled from a map and have
 LB1732.an estimated accuracy of +/- 6 seconds.
 LB1732
 LB1732.The orthometric height was determined by differential leveling and
 LB1732.adjusted by the NATIONAL GEODETIC SURVEY
 LB1732.in June 1991.
 LB1732
 LB1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1732.GEOID18 height accuracy estimate available here.
 LB1732
 LB1732.Click photographs - Photos may exist for this station.
 LB1732
 LB1732.The dynamic height is computed by dividing the NAVD 88
 LB1732.geopotential number by the normal gravity value computed on the
 LB1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1732.degrees latitude (g = 980.6199 gals.).
 LB1732
 LB1732.The modeled gravity was interpolated from observed gravity values.
 LB1732
 LB1732;                    North         East    Units  Estimated Accuracy
 LB1732;SPC IN W     -   573,950.      883,800.      MT  (+/- 180 meters Scaled)
 LB1732
 LB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK767741(NAD 83)
 LB1732
 LB1732                          SUPERSEDED SURVEY CONTROL
 LB1732
 LB1732  NGVD 29 (??/??/92)  218.215  (m)          715.93   (f) ADJ UNCH    2 0
 LB1732
 LB1732.Superseded values are not recommended for survey control.
 LB1732
 LB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1732.See file dsdata.pdf to determine how the superseded data were derived.
 LB1732
 LB1732_MARKER: DB = BENCH MARK DISK
 LB1732_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1732_SP_SET: CULVERT WINGWALL
 LB1732_STAMPING: V 100 1946
 LB1732_MARK LOGO: CGS
 LB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1732+STABILITY: SURFACE MOTION
 LB1732
 LB1732  HISTORY     - Date     Condition        Report By
 LB1732  HISTORY     - 1946     MONUMENTED       CGS
 LB1732
 LB1732                          STATION DESCRIPTION
 LB1732
 LB1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1732'2.8 MI SE FROM RAINSVILLE.
 LB1732'ABOUT 0.35 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE PINE
 LB1732'TOWNSHIP SCHOOL AT RAINSVILLE, THENCE ABOUT 2.45 MILES EAST
 LB1732'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LB1732'SOUTHWEST WING WALL OF A 6 FOOT CONCRETE ARCHED CULVERT, 14
 LB1732'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF
 LB1732'THE SOUTHWEST END OF THE WING WALL, AND ABOUT 2 FEET LOWER THAN
 LB1732'THE ROAD.  A STANDARD DISK, STAMPED V 100 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0961 ***********************************************************************
 KA0961  DESIGNATION -  V 101
 KA0961  PID         -  KA0961
 KA0961  STATE/COUNTY-  IN/PARKE
 KA0961  COUNTRY     -  US
 KA0961  USGS QUAD   -  WALLACE (2019)
 KA0961
 KA0961                         *CURRENT SURVEY CONTROL
 KA0961  ______________________________________________________________________
 KA0961* NAD 83(1986) POSITION- 39 53 21.     (N) 087 13 54.     (W)   SCALED
 KA0961* NAVD 88 ORTHO HEIGHT -   161.392 (meters)      529.50  (feet) ADJUSTED
 KA0961  ______________________________________________________________________
 KA0961  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA0961  DYNAMIC HEIGHT  -        161.303 (meters)      529.21  (feet) COMP
 KA0961  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0961
 KA0961  VERT ORDER      -  SECOND    CLASS 0
 KA0961
 KA0961.The horizontal coordinates were scaled from a map and have
 KA0961.an estimated accuracy of +/- 6 seconds.
 KA0961
 KA0961.The orthometric height was determined by differential leveling and
 KA0961.adjusted by the NATIONAL GEODETIC SURVEY
 KA0961.in June 1991.
 KA0961
 KA0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0961.GEOID18 height accuracy estimate available here.
 KA0961
 KA0961.Click photographs - Photos may exist for this station.
 KA0961
 KA0961.The dynamic height is computed by dividing the NAVD 88
 KA0961.geopotential number by the normal gravity value computed on the
 KA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0961.degrees latitude (g = 980.6199 gals.).
 KA0961
 KA0961.The modeled gravity was interpolated from observed gravity values.
 KA0961
 KA0961;                    North         East    Units  Estimated Accuracy
 KA0961;SPC IN W     -   515,220.      887,310.      MT  (+/- 180 meters Scaled)
 KA0961
 KA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801154(NAD 83)
 KA0961
 KA0961                          SUPERSEDED SURVEY CONTROL
 KA0961
 KA0961  NGVD 29 (??/??/92)  161.48   (m)          529.8    (f) COMPUTED    2 0
 KA0961
 KA0961.Superseded values are not recommended for survey control.
 KA0961
 KA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0961.See file dsdata.pdf to determine how the superseded data were derived.
 KA0961
 KA0961_MARKER: DB = BENCH MARK DISK
 KA0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0961_SP_SET: BRIDGE
 KA0961_STAMPING: V 101 1946
 KA0961_MARK LOGO: CGS
 KA0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0961
 KA0961  HISTORY     - Date     Condition        Report By
 KA0961  HISTORY     - 1946     MONUMENTED       CGS
 KA0961
 KA0961                          STATION DESCRIPTION
 KA0961
 KA0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0961'9.1 MI N FROM ROCKVILLE.
 KA0961'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0961'AT ROCKVILLE, THENCE ABOUT 8.75 MILES NORTH ALONG U.S. HIGHWAY
 KA0961'41, 0.9 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 47, SET IN
 KA0961'THE TOP OF THE NORTH END OF THE EAST CONCRETE RAILING OF A LARGE
 KA0961'CONCRETE BRIDGE OVER SUGAR CREEK, 13 FEET EAST OF THE CENTER LINE
 KA0961'OF THE BRIDGE FLOOR, 8.4 FEET NORTH OF U. S. G. S. CHISEL SQUARE
 KA0961'B.M. 526.662, AND ABOUT 3.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KA0961'A STANDARD DISK, STAMPED V 101 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0962 ***********************************************************************
 KA0962  DESIGNATION -  V 101 RESET
 KA0962  PID         -  KA0962
 KA0962  STATE/COUNTY-  IN/PARKE
 KA0962  COUNTRY     -  US
 KA0962  USGS QUAD   -  WALLACE (2019)
 KA0962
 KA0962                         *CURRENT SURVEY CONTROL
 KA0962  ______________________________________________________________________
 KA0962* NAD 83(1986) POSITION- 39 53 21.     (N) 087 13 54.     (W)   SCALED
 KA0962* NAVD 88 ORTHO HEIGHT -   160.80  (meters)      527.6   (feet) RESET
 KA0962  ______________________________________________________________________
 KA0962  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA0962  VERT ORDER      -  THIRD
 KA0962
 KA0962.The horizontal coordinates were scaled from a map and have
 KA0962.an estimated accuracy of +/- 6 seconds.
 KA0962
 KA0962.The orthometric height was computed from unverified reset data.
 KA0962
 KA0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0962.GEOID18 height accuracy estimate available here.
 KA0962
 KA0962.Click photographs - Photos may exist for this station.
 KA0962
 KA0962;                    North         East    Units  Estimated Accuracy
 KA0962;SPC IN W     -   515,220.      887,310.      MT  (+/- 180 meters Scaled)
 KA0962
 KA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801154(NAD 83)
 KA0962
 KA0962                          SUPERSEDED SURVEY CONTROL
 KA0962
 KA0962  NGVD 29 (??/??/??)  160.89   (m)          527.9    (f) RESET       3  
 KA0962
 KA0962.Superseded values are not recommended for survey control.
 KA0962
 KA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0962.See file dsdata.pdf to determine how the superseded data were derived.
 KA0962
 KA0962_MARKER: DB = BENCH MARK DISK
 KA0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0962_SP_SET: BRIDGE CURB
 KA0962_STAMPING: V 101 RESET 1969
 KA0962_MARK LOGO: CGS
 KA0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0962
 KA0962  HISTORY     - Date     Condition        Report By
 KA0962  HISTORY     - 1969     MONUMENTED       INHD
 KA0962  HISTORY     - 19940101 GOOD             INHD
 KA0962
 KA0962                          STATION DESCRIPTION
 KA0962
 KA0962'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1969
 KA0962'9.1 MI N FROM ROCKVILLE.
 KA0962'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0962'AT ROCKVILLE, THENCE ABOUT 8.75 MILES NORTH ALONG U.S. HIGHWAY
 KA0962'41, 0.9 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 47, SET IN
 KA0962'THE TOP OF THE NORTH END OF THE CONCRETE CURB OF A LARGE CONCRETE
 KA0962'BRIDGE OVER SUGAR CREEK, 20 FEET EAST OF THE CENTER LINE OF THE
 KA0962'BRIDGE FLOOR AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE BRIDGE
 KA0962'FLOOR.
 KA0962
 KA0962                          STATION RECOVERY (1994)
 KA0962
 KA0962'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1994
 KA0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2089 ***********************************************************************
 KA2089  DESIGNATION -  V 101 RESET
 KA2089  PID         -  KA2089
 KA2089  STATE/COUNTY-  IN/PARKE
 KA2089  COUNTRY     -  US
 KA2089  USGS QUAD   -  WALLACE (2019)
 KA2089
 KA2089                         *CURRENT SURVEY CONTROL
 KA2089  ______________________________________________________________________
 KA2089* NAD 83(1986) POSITION- 39 53 21.     (N) 087 13 54.     (W)   SCALED
 KA2089* NAVD 88 ORTHO HEIGHT -   161.38  (+/-2cm)      529.5   (feet) VERTCON3
 KA2089  ______________________________________________________________________
 KA2089  GEOID HEIGHT    -        -33.191 (meters)                     GEOID18
 KA2089  VERT ORDER      -  THIRD (See Below)
 KA2089
 KA2089.The horizontal coordinates were scaled from a map and have
 KA2089.an estimated accuracy of +/- 6 seconds.
 KA2089
 KA2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA2089
 KA2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2089.GEOID18 height accuracy estimate available here.
 KA2089
 KA2089.The vertical order pertains to the NGVD 29 superseded value.
 KA2089
 KA2089.Click photographs - Photos may exist for this station.
 KA2089
 KA2089;                    North         East    Units  Estimated Accuracy
 KA2089;SPC IN W     -   515,220.      887,310.      MT  (+/- 180 meters Scaled)
 KA2089
 KA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801154(NAD 83)
 KA2089
 KA2089                          SUPERSEDED SURVEY CONTROL
 KA2089
 KA2089  NGVD 29 (08/22/16)  161.47   (m)          529.8    (f) RESET       3  
 KA2089
 KA2089.Superseded values are not recommended for survey control.
 KA2089
 KA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2089.See file dsdata.pdf to determine how the superseded data were derived.
 KA2089
 KA2089_MARKER: DV = VERTICAL CONTROL DISK
 KA2089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA2089_SP_SET: BRIDGE RAIL
 KA2089_STAMPING: V 101 RESET 1993
 KA2089_MARK LOGO: NGS
 KA2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2089
 KA2089  HISTORY     - Date     Condition        Report By
 KA2089  HISTORY     - 1993     MONUMENTED       INHD
 KA2089
 KA2089                          STATION DESCRIPTION
 KA2089
 KA2089'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1993
 KA2089'0.35 MILE (0.56 KM) WEST ALONG US HIGHWAY 36 FROM THE POST OFFICE IN
 KA2089'ROCKVILLE, THENCE ABOUT 8.75 MILES (14.08 KM) NORTH ALONG US HIGHWAY
 KA2089'41, 0.9 MILE (1.4 KM) NORTH OF THE JUNCTION OF STATE HIGHWAY 47, IN
 KA2089'THE TOP EAST CONCRETE RAILING OF ABUTMENT NUMBER 4 OVER SUGAR CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1006 ***********************************************************************
 KA1006  DESIGNATION -  V 102
 KA1006  PID         -  KA1006
 KA1006  STATE/COUNTY-  IN/MONTGOMERY
 KA1006  COUNTRY     -  US
 KA1006  USGS QUAD   -  ALAMO (2019)
 KA1006
 KA1006                         *CURRENT SURVEY CONTROL
 KA1006  ______________________________________________________________________
 KA1006* NAD 83(1986) POSITION- 39 56 58.     (N) 087 03 32.     (W)   SCALED
 KA1006* NAVD 88 ORTHO HEIGHT -   191.214 (meters)      627.34  (feet) ADJUSTED
 KA1006  ______________________________________________________________________
 KA1006  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 KA1006  DYNAMIC HEIGHT  -        191.108 (meters)      626.99  (feet) COMP
 KA1006  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 KA1006
 KA1006  VERT ORDER      -  SECOND    CLASS 0
 KA1006
 KA1006.The horizontal coordinates were scaled from a map and have
 KA1006.an estimated accuracy of +/- 6 seconds.
 KA1006
 KA1006.The orthometric height was determined by differential leveling and
 KA1006.adjusted by the NATIONAL GEODETIC SURVEY
 KA1006.in June 1991.
 KA1006
 KA1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1006.GEOID18 height accuracy estimate available here.
 KA1006
 KA1006.Click photographs - Photos may exist for this station.
 KA1006
 KA1006.The dynamic height is computed by dividing the NAVD 88
 KA1006.geopotential number by the normal gravity value computed on the
 KA1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1006.degrees latitude (g = 980.6199 gals.).
 KA1006
 KA1006.The modeled gravity was interpolated from observed gravity values.
 KA1006
 KA1006;                    North         East    Units  Estimated Accuracy
 KA1006;SPC IN W     -   521,910.      902,090.      MT  (+/- 180 meters Scaled)
 KA1006
 KA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK949221(NAD 83)
 KA1006
 KA1006                          SUPERSEDED SURVEY CONTROL
 KA1006
 KA1006  NGVD 29 (??/??/92)  191.296  (m)          627.61   (f) ADJ UNCH    2 0
 KA1006
 KA1006.Superseded values are not recommended for survey control.
 KA1006
 KA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1006.See file dsdata.pdf to determine how the superseded data were derived.
 KA1006
 KA1006_MARKER: DB = BENCH MARK DISK
 KA1006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1006_SP_SET: CULVERT HEADWALL
 KA1006_STAMPING: V 102 1946
 KA1006_MARK LOGO: CGS
 KA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1006+STABILITY: SURFACE MOTION
 KA1006
 KA1006  HISTORY     - Date     Condition        Report By
 KA1006  HISTORY     - 1946     MONUMENTED       CGS
 KA1006
 KA1006                          STATION DESCRIPTION
 KA1006
 KA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1006'8.8 MI NW FROM BROWNS VALLEY.
 KA1006'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1006'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 7.1 MILES NORTHWEST
 KA1006'ALONG STATE HIGHWAY 234, 0.5 MILE NORTHWEST OF THE COVERED
 KA1006'BRIDGE OVER SUGAR CREEK, ABOUT 50 YARDS NORTHWEST OF A ROAD SIDE
 KA1006'PARK WITH A RUNNING SPRING, SET IN THE TOP OF THE SOUTHEAST END
 KA1006'OF THE SOUTHWEST HEAD WALL OF A 7 FOOT CONCRETE CULVERT, 11 FEET
 KA1006'SOUTHWEST OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE ROAD.
 KA1006'A STANDARD DISK, STAMPED V 102 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA2072 ***********************************************************************
 KA2072  DESIGNATION -  V 102 RESET
 KA2072  PID         -  KA2072
 KA2072  STATE/COUNTY-  IN/MONTGOMERY
 KA2072  COUNTRY     -  US
 KA2072  USGS QUAD   -  ALAMO (2019)
 KA2072
 KA2072                         *CURRENT SURVEY CONTROL
 KA2072  ______________________________________________________________________
 KA2072* NAD 83(1986) POSITION- 39 56 58.     (N) 087 03 32.     (W)   SCALED
 KA2072* NAVD 88 ORTHO HEIGHT -   191.30  (meters)      627.6   (feet) RESET
 KA2072  ______________________________________________________________________
 KA2072  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 KA2072  VERT ORDER      -  THIRD
 KA2072
 KA2072.The horizontal coordinates were scaled from a map and have
 KA2072.an estimated accuracy of +/- 6 seconds.
 KA2072
 KA2072.The orthometric height was computed from unverified reset data.
 KA2072
 KA2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA2072.GEOID18 height accuracy estimate available here.
 KA2072
 KA2072.Click photographs - Photos may exist for this station.
 KA2072
 KA2072;                    North         East    Units  Estimated Accuracy
 KA2072;SPC IN W     -   521,910.      902,090.      MT  (+/- 180 meters Scaled)
 KA2072
 KA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK949221(NAD 83)
 KA2072
 KA2072                          SUPERSEDED SURVEY CONTROL
 KA2072
 KA2072  NGVD 29 (08/22/16)  191.38   (m)          627.9    (f) RESET       3  
 KA2072
 KA2072.Superseded values are not recommended for survey control.
 KA2072
 KA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2072.See file dsdata.pdf to determine how the superseded data were derived.
 KA2072
 KA2072_MARKER: DV = VERTICAL CONTROL DISK
 KA2072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA2072_SP_SET: HEADWALL
 KA2072_STAMPING: V 102 RESET 1984
 KA2072_MARK LOGO: NGS
 KA2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2072+STABILITY: SURFACE MOTION
 KA2072
 KA2072  HISTORY     - Date     Condition        Report By
 KA2072  HISTORY     - 1984     MONUMENTED       INHD
 KA2072
 KA2072                          STATION DESCRIPTION
 KA2072
 KA2072'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1984
 KA2072'IN WAVELAND.
 KA2072'BEGIN AT THE NORTH EDGE OF WAVELAND AT THE JUNCTION OF STATE ROAD 47,
 KA2072'STATE ROAD 59, AND COUNTY ROAD 750W, THENCE NORTH ON COUNTY ROAD 750W
 KA2072'ABOUT 3.15 MILES TO THE JUNCTION OF STATE ROAD 234, THENCE WEST ON
 KA2072'STATE ROAD 234 ABOUT 2.85 MILES, ABOUT 2297 FEET FROM THE NORTH END
 KA2072'OF THE CONCRETE BRIDGE OVER SUGAR CREEK, ABOUT 248 FEET NORTHWEST OF
 KA2072'A ROADSIDE PARK WITH A RUNNING SPRING, SET IN THE TOP 4 FEET FROM THE
 KA2072'SOUTHEAST END OF THE NORTHEAST HEADWALL (26 FEET LONG) OF TWIN 50
 KA2072'INCH BY 34 INCH ELLIPTICAL PIPES, 16.5 FEET SOUTHEAST OF AND 2.5 FEET
 KA2072'ABOVE THE CENTERLINE OF STATE ROAD 234.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0982 ***********************************************************************
 KA0982  DESIGNATION -  V 103 RESET
 KA0982  PID         -  KA0982
 KA0982  STATE/COUNTY-  IN/PARKE
 KA0982  COUNTRY     -  US
 KA0982  USGS QUAD   -  NEWPORT (2019)
 KA0982
 KA0982                         *CURRENT SURVEY CONTROL
 KA0982  ______________________________________________________________________
 KA0982* NAD 83(1986) POSITION- 39 57 00.     (N) 087 24 33.     (W)   SCALED
 KA0982* NAVD 88 ORTHO HEIGHT -   149.72  (meters)      491.2   (feet) RESET
 KA0982  ______________________________________________________________________
 KA0982  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KA0982  VERT ORDER      -  THIRD
 KA0982
 KA0982.The horizontal coordinates were scaled from a map and have
 KA0982.an estimated accuracy of +/- 6 seconds.
 KA0982
 KA0982.The orthometric height was computed from unverified reset data.
 KA0982
 KA0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0982.GEOID18 height accuracy estimate available here.
 KA0982
 KA0982.Click photographs - Photos may exist for this station.
 KA0982
 KA0982;                    North         East    Units  Estimated Accuracy
 KA0982;SPC IN W     -   522,020.      872,160.      MT  (+/- 180 meters Scaled)
 KA0982
 KA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK650222(NAD 83)
 KA0982
 KA0982                          SUPERSEDED SURVEY CONTROL
 KA0982
 KA0982  NGVD 29 (??/??/??)  149.78   (m)          491.4    (f) RESET       3  
 KA0982
 KA0982.Superseded values are not recommended for survey control.
 KA0982
 KA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0982.See file dsdata.pdf to determine how the superseded data were derived.
 KA0982
 KA0982_MARKER: DB = BENCH MARK DISK
 KA0982_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0982_SP_SET: CURB
 KA0982_STAMPING: V 103 RESET 1963
 KA0982_MARK LOGO: CGS
 KA0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0982
 KA0982  HISTORY     - Date     Condition        Report By
 KA0982  HISTORY     - 1963     MONUMENTED       INHD
 KA0982
 KA0982                          STATION DESCRIPTION
 KA0982
 KA0982'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1963
 KA0982'3.1 MI E FROM CAYUGA.
 KA0982'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0982'AT CAYUGA, 0.4 MILE WEST OF WATERMANS BAPTIST CHURCH, 0.1 MILE
 KA0982'WEST OF THE WEST LODI CITY LIMITS, AND SET IN THE CENTER OF THE
 KA0982'TOP OF THE NORTH CURB SECTION OF AN ARCHED 35-FOOT CONCRETE
 KA0982'BRIDGE, AND 12 1/2 INCHES WEST OF THE EAST END OF THE CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1409 ***********************************************************************
 LB1409  DESIGNATION -  V 106
 LB1409  PID         -  LB1409
 LB1409  STATE/COUNTY-  IN/NEWTON
 LB1409  COUNTRY     -  US
 LB1409  USGS QUAD   -  GOODLAND (2019)
 LB1409
 LB1409                         *CURRENT SURVEY CONTROL
 LB1409  ______________________________________________________________________
 LB1409* NAD 83(1986) POSITION- 40 51 56.     (N) 087 22 07.     (W)   SCALED
 LB1409* NAVD 88 ORTHO HEIGHT -   196.903 (meters)      646.01  (feet) ADJUSTED
 LB1409  ______________________________________________________________________
 LB1409  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 LB1409  DYNAMIC HEIGHT  -        196.816 (meters)      645.72  (feet) COMP
 LB1409  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 LB1409
 LB1409  VERT ORDER      -  SECOND    CLASS 0
 LB1409
 LB1409.The horizontal coordinates were scaled from a map and have
 LB1409.an estimated accuracy of +/- 6 seconds.
 LB1409
 LB1409.The orthometric height was determined by differential leveling and
 LB1409.adjusted by the NATIONAL GEODETIC SURVEY
 LB1409.in June 1991.
 LB1409
 LB1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1409.GEOID18 height accuracy estimate available here.
 LB1409
 LB1409.Click photographs - Photos may exist for this station.
 LB1409
 LB1409.The dynamic height is computed by dividing the NAVD 88
 LB1409.geopotential number by the normal gravity value computed on the
 LB1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1409.degrees latitude (g = 980.6199 gals.).
 LB1409
 LB1409.The modeled gravity was interpolated from observed gravity values.
 LB1409
 LB1409;                    North         East    Units  Estimated Accuracy
 LB1409;SPC IN W     -   623,670.      875,950.      MT  (+/- 180 meters Scaled)
 LB1409
 LB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL689238(NAD 83)
 LB1409
 LB1409                          SUPERSEDED SURVEY CONTROL
 LB1409
 LB1409  NGVD 29 (??/??/92)  196.978  (m)          646.25   (f) ADJ UNCH    2 0
 LB1409
 LB1409.Superseded values are not recommended for survey control.
 LB1409
 LB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1409.See file dsdata.pdf to determine how the superseded data were derived.
 LB1409
 LB1409_MARKER: DB = BENCH MARK DISK
 LB1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1409_SP_SET: BRIDGE
 LB1409_STAMPING: V 106 1946
 LB1409_MARK LOGO: CGS
 LB1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1409
 LB1409  HISTORY     - Date     Condition        Report By
 LB1409  HISTORY     - 1946     MONUMENTED       CGS
 LB1409  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1409
 LB1409                          STATION DESCRIPTION
 LB1409
 LB1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1409'0.2 MI W FROM BROOK.
 LB1409'ABOUT 0.2 MILE WEST OF THE POST OFFICE AT BROOK ALONG STATE HIGHWAY
 LB1409'16, 94 FEET NORTH OF THE NORTH FENCE AROUND A SWIMMING POOL, 26
 LB1409'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LB1409'SOUTHWEST WINGWALL OF A 10-FOOT CONCRETE BRIDGE NUMBER 22, AND ABOUT
 LB1409'LEVEL WITH THE HIGHWAY.
 LB1409
 LB1409                          STATION RECOVERY (2008)
 LB1409
 LB1409'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1409'BRIDGE REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1443 ***********************************************************************
 LB1443  DESIGNATION -  V 108
 LB1443  PID         -  LB1443
 LB1443  STATE/COUNTY-  IN/JASPER
 LB1443  COUNTRY     -  US
 LB1443  USGS QUAD   -  GOODLAND (2019)
 LB1443
 LB1443                         *CURRENT SURVEY CONTROL
 LB1443  ______________________________________________________________________
 LB1443* NAD 83(1986) POSITION- 40 45 48.     (N) 087 15 13.     (W)   SCALED
 LB1443* NAVD 88 ORTHO HEIGHT -   221.826 (meters)      727.77  (feet) ADJUSTED
 LB1443  ______________________________________________________________________
 LB1443  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 LB1443  DYNAMIC HEIGHT  -        221.725 (meters)      727.44  (feet) COMP
 LB1443  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 LB1443
 LB1443  VERT ORDER      -  SECOND    CLASS 0
 LB1443
 LB1443.The horizontal coordinates were scaled from a map and have
 LB1443.an estimated accuracy of +/- 6 seconds.
 LB1443
 LB1443.The orthometric height was determined by differential leveling and
 LB1443.adjusted by the NATIONAL GEODETIC SURVEY
 LB1443.in June 1991.
 LB1443
 LB1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1443.GEOID18 height accuracy estimate available here.
 LB1443
 LB1443.Click photographs - Photos may exist for this station.
 LB1443
 LB1443.The dynamic height is computed by dividing the NAVD 88
 LB1443.geopotential number by the normal gravity value computed on the
 LB1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1443.degrees latitude (g = 980.6199 gals.).
 LB1443
 LB1443.The modeled gravity was interpolated from observed gravity values.
 LB1443
 LB1443;                    North         East    Units  Estimated Accuracy
 LB1443;SPC IN W     -   612,290.      885,620.      MT  (+/- 180 meters Scaled)
 LB1443
 LB1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL785125(NAD 83)
 LB1443
 LB1443                          SUPERSEDED SURVEY CONTROL
 LB1443
 LB1443  NGVD 29 (??/??/92)  221.89   (m)          728.0    (f) COMPUTED    2 0
 LB1443
 LB1443.Superseded values are not recommended for survey control.
 LB1443
 LB1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1443.See file dsdata.pdf to determine how the superseded data were derived.
 LB1443
 LB1443_MARKER: DB = BENCH MARK DISK
 LB1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1443_SP_SET: BRIDGE ABUTMENT
 LB1443_STAMPING: V 108 1946
 LB1443_MARK LOGO: CGS
 LB1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1443
 LB1443  HISTORY     - Date     Condition        Report By
 LB1443  HISTORY     - 1946     MONUMENTED       CGS
 LB1443  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1443  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1443
 LB1443                          STATION DESCRIPTION
 LB1443
 LB1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1443'2.2 MI W FROM GOODLAND.
 LB1443'ABOUT 2.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1443'STATION AT GOODLAND, 0.2 MILE WEST OF A GRAVEL ROAD CROSSING,
 LB1443'ABOUT 50 YARDS WEST OF MILEPOST 47, SET IN THE TOP OF THE
 LB1443'NORTH END OF THE WES STONE ABUTMENT OF A 10-FOOT BRIDGE OVER
 LB1443'A STREAM, 8 FEET NORTH OF THE NORTH RAIL AND 1 FOOT LOWER THAN
 LB1443'THE TRACK.
 LB1443
 LB1443                          STATION RECOVERY (2007)
 LB1443
 LB1443'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1443'MARK NOT FOUND.
 LB1443
 LB1443                          STATION RECOVERY (2008)
 LB1443
 LB1443'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1444 ***********************************************************************
 LB1444  DESIGNATION -  V 108 RESET
 LB1444  PID         -  LB1444
 LB1444  STATE/COUNTY-  IN/JASPER
 LB1444  COUNTRY     -  US
 LB1444  USGS QUAD   -  GOODLAND (2019)
 LB1444
 LB1444                         *CURRENT SURVEY CONTROL
 LB1444  ______________________________________________________________________
 LB1444* NAD 83(1986) POSITION- 40 45 48.     (N) 087 15 13.     (W)   SCALED
 LB1444* NAVD 88 ORTHO HEIGHT -   221.46  (meters)      726.6   (feet) RESET
 LB1444  ______________________________________________________________________
 LB1444  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 LB1444  VERT ORDER      -  THIRD
 LB1444
 LB1444.The horizontal coordinates were scaled from a map and have
 LB1444.an estimated accuracy of +/- 6 seconds.
 LB1444
 LB1444.The orthometric height was computed from unverified reset data.
 LB1444
 LB1444.No vertical observational check was made to the station.
 LB1444
 LB1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1444.GEOID18 height accuracy estimate available here.
 LB1444
 LB1444.Click photographs - Photos may exist for this station.
 LB1444
 LB1444;                    North         East    Units  Estimated Accuracy
 LB1444;SPC IN W     -   612,290.      885,620.      MT  (+/- 180 meters Scaled)
 LB1444
 LB1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL785125(NAD 83)
 LB1444
 LB1444                          SUPERSEDED SURVEY CONTROL
 LB1444
 LB1444  NGVD 29 (??/??/??)  221.53   (m)          726.8    (f) RESET       3  
 LB1444
 LB1444.Superseded values are not recommended for survey control.
 LB1444
 LB1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1444.See file dsdata.pdf to determine how the superseded data were derived.
 LB1444
 LB1444_MARKER: DB = BENCH MARK DISK
 LB1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1444_SP_SET: BRIDGE ABUTMENT
 LB1444_STAMPING: V 108 RESET 1948
 LB1444_MARK LOGO: CGS
 LB1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1444+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1444
 LB1444  HISTORY     - Date     Condition        Report By
 LB1444  HISTORY     - 1948     MONUMENTED       PRR
 LB1444  HISTORY     - 20080804 GOOD             INDOT
 LB1444  HISTORY     - 20120327 GOOD             IN-073
 LB1444
 LB1444                          STATION DESCRIPTION
 LB1444
 LB1444'DESCRIBED BY PENNSYLVANIA RAILROAD 1948
 LB1444'2.2 MI E FROM GOODLAND.
 LB1444'IN JASPER COUNTY, 2.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD
 LB1444'FROM THE STATION AT GOODLAND, NEWTON COUNTY, 0.2 MILE WEST OF
 LB1444'A GRAVEL-ROAD CROSSING, 50 YARDS WEST OF MILEPOST 47, AT
 LB1444'BRIDGE E 57.03, AND IN THE TOP OF THE WEST END OF THE NORTH
 LB1444'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED V 108 RESET 1948.
 LB1444
 LB1444                          STATION RECOVERY (2008)
 LB1444
 LB1444'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 LB1444'MARK FOUND IN GOOD CONDITION AND DESCRIPTION IS ADEQUATE, EXCEPT
 LB1444'RAILROAD IS NOW TOLEDO,PEORIA, AND WESTERN RAILWAY CORP. (TPW)
 LB1444
 LB1444                          STATION RECOVERY (2012)
 LB1444
 LB1444'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1072 ***********************************************************************
 LB1072  DESIGNATION -  V 109
 LB1072  PID         -  LB1072
 LB1072  STATE/COUNTY-  IN/JASPER
 LB1072  COUNTRY     -  US
 LB1072  USGS QUAD   -  FRANCESVILLE (2019)
 LB1072
 LB1072                         *CURRENT SURVEY CONTROL
 LB1072  ______________________________________________________________________
 LB1072* NAD 83(1986) POSITION- 40 56 04.     (N) 086 58 58.     (W)   SCALED
 LB1072* NAVD 88 ORTHO HEIGHT -   212.383 (meters)      696.79  (feet) ADJUSTED
 LB1072  ______________________________________________________________________
 LB1072  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 LB1072  DYNAMIC HEIGHT  -        212.289 (meters)      696.48  (feet) COMP
 LB1072  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 LB1072
 LB1072  VERT ORDER      -  SECOND    CLASS 0
 LB1072
 LB1072.The horizontal coordinates were scaled from a map and have
 LB1072.an estimated accuracy of +/- 6 seconds.
 LB1072
 LB1072.The orthometric height was determined by differential leveling and
 LB1072.adjusted by the NATIONAL GEODETIC SURVEY
 LB1072.in June 1991.
 LB1072
 LB1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1072.GEOID18 height accuracy estimate available here.
 LB1072
 LB1072.Click photographs - Photos may exist for this station.
 LB1072
 LB1072.The dynamic height is computed by dividing the NAVD 88
 LB1072.geopotential number by the normal gravity value computed on the
 LB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1072.degrees latitude (g = 980.6199 gals.).
 LB1072
 LB1072.The modeled gravity was interpolated from observed gravity values.
 LB1072
 LB1072;                    North         East    Units  Estimated Accuracy
 LB1072;SPC IN W     -   631,280.      908,470.      MT  (+/- 180 meters Scaled)
 LB1072
 LB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL014314(NAD 83)
 LB1072
 LB1072                          SUPERSEDED SURVEY CONTROL
 LB1072
 LB1072  NGVD 29 (??/??/92)  212.474  (m)          697.09   (f) ADJ UNCH    2 0
 LB1072
 LB1072.Superseded values are not recommended for survey control.
 LB1072
 LB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1072.See file dsdata.pdf to determine how the superseded data were derived.
 LB1072
 LB1072_MARKER: DB = BENCH MARK DISK
 LB1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1072_SP_SET: BUILDING
 LB1072_STAMPING: V 109 1946
 LB1072_MARK LOGO: CGS
 LB1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1072
 LB1072  HISTORY     - Date     Condition        Report By
 LB1072  HISTORY     - 1946     MONUMENTED       CGS
 LB1072
 LB1072                          STATION DESCRIPTION
 LB1072
 LB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1072'AT HANGING GROVE.
 LB1072'AT HANGING GROVE, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 LB1072'CORNER OF THE SCHOOL BUILDING, 1 FOOT NORTH OF THE CORNER AND
 LB1072'4 FEET ABOVE THE SIDEWALK, 102 FEET NORTH OF THE CENTER LINE
 LB1072'OF STATE HIGHWAY 141, 136 FEET EAST OF THE CENTER LINE OF A
 LB1072'GRAVEL ROAD.  NOTE-- THIS MARK IS ABOUT 9.8 MILE EAST ALONG
 LB1072'STATE HIGHWAY 114 FROM THE COUNTY COURT HOUSE AT RENSSELAER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1277 ***********************************************************************
 JA1277  DESIGNATION -  V 11
 JA1277  PID         -  JA1277
 JA1277  STATE/COUNTY-  IN/KNOX
 JA1277  COUNTRY     -  US
 JA1277  USGS QUAD   -  VINCENNES (2019)
 JA1277
 JA1277                         *CURRENT SURVEY CONTROL
 JA1277  ______________________________________________________________________
 JA1277* NAD 83(1986) POSITION- 38 40 35.52   (N) 087 31 35.52   (W)   HD_HELD1
 JA1277* NAVD 88 ORTHO HEIGHT -   130.630 (meters)      428.58  (feet) ADJUSTED
 JA1277  ______________________________________________________________________
 JA1277  GEOID HEIGHT    -        -31.774 (meters)                     GEOID18
 JA1277  DYNAMIC HEIGHT  -        130.549 (meters)      428.31  (feet) COMP
 JA1277  MODELED GRAVITY -    980,009.9   (mgal)                       NAVD 88
 JA1277
 JA1277  VERT ORDER      -  FIRST     CLASS II
 JA1277
 JA1277.The horizontal coordinates were determined by differentially corrected
 JA1277.hand held GPS observations or other comparable positioning techniques
 JA1277.and have an estimated accuracy of +/- 3 meters.
 JA1277
 JA1277.The orthometric height was determined by differential leveling and
 JA1277.adjusted by the NATIONAL GEODETIC SURVEY
 JA1277.in June 1991.
 JA1277
 JA1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1277.GEOID18 height accuracy estimate available here.
 JA1277
 JA1277.Click photographs - Photos may exist for this station.
 JA1277
 JA1277.The dynamic height is computed by dividing the NAVD 88
 JA1277.geopotential number by the normal gravity value computed on the
 JA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1277.degrees latitude (g = 980.6199 gals.).
 JA1277
 JA1277.The modeled gravity was interpolated from observed gravity values.
 JA1277
 JA1277;                    North         East    Units  Estimated Accuracy
 JA1277;SPC IN W     -   380,681.9     861,434.2     MT  (+/- 3 meters HH1 GPS) 
 JA1277
 JA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5419981013(NAD 83)
 JA1277
 JA1277                          SUPERSEDED SURVEY CONTROL
 JA1277
 JA1277  NGVD 29 (??/??/92)  130.763  (m)          429.01   (f) ADJ UNCH    1 2
 JA1277
 JA1277.Superseded values are not recommended for survey control.
 JA1277
 JA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1277.See file dsdata.pdf to determine how the superseded data were derived.
 JA1277
 JA1277_MARKER: DB = BENCH MARK DISK
 JA1277_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JA1277_SP_SET: SANDSTONE PIER
 JA1277_STAMPING: V 11 428.998 1930
 JA1277_MARK LOGO: CGS
 JA1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1277+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 JA1277
 JA1277  HISTORY     - Date     Condition        Report By
 JA1277  HISTORY     - 1930     MONUMENTED       CGS
 JA1277  HISTORY     - 1965     GOOD             CGS
 JA1277  HISTORY     - 1986     GOOD             NGS
 JA1277  HISTORY     - 20080930 GOOD             GEOCAC
 JA1277  HISTORY     - 20130712 GOOD             PATRIC
 JA1277
 JA1277                          STATION DESCRIPTION
 JA1277
 JA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1277'0.6 MI SW FROM VINCENNES.
 JA1277'ABOUT 0.65 MILE SOUTHWEST ALONG 7TH STREET, WHICH IS ALSO U.S.
 JA1277'HIGHWAY 50, FROM THE BALTIMORE AND OHIO RAILROAD STATION AT
 JA1277'VINCENNES, ON THE KNOX COUNTY COURTHOUSE LAWN, 205 FEET SOUTHEAST
 JA1277'OF THE CENTER LINE OF 7TH STREET, 146 FEET NORTHWEST OF THE
 JA1277'CENTER LINE OF 8TH STREET, 59 FEET SOUTHWEST OF THE CENTER LINE
 JA1277'OF BROADWAY STREET, 112.0 FEET NORTH OF THE EAST CORNER OF THE
 JA1277'COURTHOUSE, SET IN THE TOP OF THE MORE WESTERLY OF 2 SANDSTONE
 JA1277'PIERS OF THE COAST AND GEODETIC SURVEY ASTRONOMICAL STATION,
 JA1277'ABOUT 3 FEET ABOVE THE GROUND.  NOTE-- THE BALTIMORE AND OHIO
 JA1277'RAILROAD STATION IS ALSO THE UNION STATION.
 JA1277
 JA1277                          STATION RECOVERY (1986)
 JA1277
 JA1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1277'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA1277'COURTHOUSE LAWN IS NOW A PARKING LOT, AND THE MARK IS ENCLOSED IN A
 JA1277'STEEL BARRIER.
 JA1277
 JA1277                          STATION RECOVERY (2008)
 JA1277
 JA1277'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA1277'RECOVERED IN GOOD CONDITION.
 JA1277
 JA1277                          STATION RECOVERY (2013)
 JA1277
 JA1277'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2013 (SAL)
 JA1277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1074 ***********************************************************************
 HA1074  DESIGNATION -  V 110
 HA1074  PID         -  HA1074
 HA1074  STATE/COUNTY-  IN/POSEY
 HA1074  COUNTRY     -  US
 HA1074  USGS QUAD   -  MOUNT VERNON (2019)
 HA1074
 HA1074                         *CURRENT SURVEY CONTROL
 HA1074  ______________________________________________________________________
 HA1074* NAD 83(1986) POSITION- 37 53 31.97   (N) 087 56 31.79   (W)   HD_HELD1
 HA1074* NAVD 88 ORTHO HEIGHT -   113.493 (meters)      372.35  (feet) ADJUSTED
 HA1074  ______________________________________________________________________
 HA1074  GEOID HEIGHT    -        -30.453 (meters)                     GEOID18
 HA1074  DYNAMIC HEIGHT  -        113.416 (meters)      372.10  (feet) COMP
 HA1074  MODELED GRAVITY -    979,946.1   (mgal)                       NAVD 88
 HA1074
 HA1074  VERT ORDER      -  FIRST     CLASS II
 HA1074
 HA1074.The horizontal coordinates were determined by differentially corrected
 HA1074.hand held GPS observations or other comparable positioning techniques
 HA1074.and have an estimated accuracy of +/- 3 meters.
 HA1074
 HA1074.The orthometric height was determined by differential leveling and
 HA1074.adjusted by the NATIONAL GEODETIC SURVEY
 HA1074.in June 1991.
 HA1074
 HA1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1074.GEOID18 height accuracy estimate available here.
 HA1074
 HA1074.Click photographs - Photos may exist for this station.
 HA1074
 HA1074.The dynamic height is computed by dividing the NAVD 88
 HA1074.geopotential number by the normal gravity value computed on the
 HA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1074.degrees latitude (g = 980.6199 gals.).
 HA1074
 HA1074.The modeled gravity was interpolated from observed gravity values.
 HA1074
 HA1074;                    North         East    Units  Estimated Accuracy
 HA1074;SPC IN W     -   293,878.4     824,458.3     MT  (+/- 3 meters HH1 GPS) 
 HA1074
 HA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1715894274(NAD 83)
 HA1074
 HA1074                          SUPERSEDED SURVEY CONTROL
 HA1074
 HA1074  NGVD 29 (??/??/92)  113.595  (m)          372.69   (f) ADJ UNCH    1 2
 HA1074
 HA1074.Superseded values are not recommended for survey control.
 HA1074
 HA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1074.See file dsdata.pdf to determine how the superseded data were derived.
 HA1074
 HA1074_MARKER: DD = SURVEY DISK
 HA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1074_STAMPING: V-110 POS
 HA1074_MARK LOGO: INHD
 HA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1074+STABILITY: SURFACE MOTION
 HA1074
 HA1074  HISTORY     - Date     Condition        Report By
 HA1074  HISTORY     - UNK      MONUMENTED       INHD
 HA1074  HISTORY     - 1965     GOOD             CGS
 HA1074
 HA1074                          STATION DESCRIPTION
 HA1074
 HA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1074'4 MI SW FROM MT VERNON.
 HA1074'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE POSEY COUNTY
 HA1074'COURTHOUSE AT MT. VERNON, THENCE 0.7 MILE WEST ALONG 2ND STREET,
 HA1074'THENCE 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 69, IN SECTION
 HA1074'25, T 7 S, R 14 W, 74 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 HA1074'OF A PAVED ROAD LEADING WEST, 43 FEET WEST OF THE CENTER LINE OF
 HA1074'THE HIGHWAY, 59 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 141
 HA1074'FEET NORTH OF THE NORTHEAST CORNER OF A MODERN BRICK HOUSE, 93
 HA1074'FEET EAST OF A 36-INCH OAK TREE, 62 FEET EAST OF POWER POLE NUMBER
 HA1074'72, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HA1074'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0742 ***********************************************************************
 ME0742  DESIGNATION -  V 110
 ME0742  PID         -  ME0742
 ME0742  STATE/COUNTY-  IN/PULASKI
 ME0742  COUNTRY     -  US
 ME0742  USGS QUAD   -  MEDARYVILLE (2019)
 ME0742
 ME0742                         *CURRENT SURVEY CONTROL
 ME0742  ______________________________________________________________________
 ME0742* NAD 83(1986) POSITION- 41 05 58.     (N) 086 54 36.     (W)   SCALED
 ME0742* NAVD 88 ORTHO HEIGHT -   207.847 (meters)      681.91  (feet) ADJUSTED
 ME0742  ______________________________________________________________________
 ME0742  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 ME0742  DYNAMIC HEIGHT  -        207.757 (meters)      681.62  (feet) COMP
 ME0742  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 ME0742
 ME0742  VERT ORDER      -  SECOND    CLASS 0
 ME0742
 ME0742.The horizontal coordinates were scaled from a map and have
 ME0742.an estimated accuracy of +/- 6 seconds.
 ME0742
 ME0742.The orthometric height was determined by differential leveling and
 ME0742.adjusted by the NATIONAL GEODETIC SURVEY
 ME0742.in June 1991.
 ME0742
 ME0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0742.GEOID18 height accuracy estimate available here.
 ME0742
 ME0742.Click photographs - Photos may exist for this station.
 ME0742
 ME0742.The dynamic height is computed by dividing the NAVD 88
 ME0742.geopotential number by the normal gravity value computed on the
 ME0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0742.degrees latitude (g = 980.6199 gals.).
 ME0742
 ME0742.The modeled gravity was interpolated from observed gravity values.
 ME0742
 ME0742;                    North         East    Units  Estimated Accuracy
 ME0742;SPC IN W     -   649,620.      914,560.      MT  (+/- 180 meters Scaled)
 ME0742
 ME0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL075498(NAD 83)
 ME0742
 ME0742                          SUPERSEDED SURVEY CONTROL
 ME0742
 ME0742  NGVD 29 (??/??/92)  207.946  (m)          682.24   (f) ADJ UNCH    2 0
 ME0742
 ME0742.Superseded values are not recommended for survey control.
 ME0742
 ME0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0742.See file dsdata.pdf to determine how the superseded data were derived.
 ME0742
 ME0742_MARKER: DB = BENCH MARK DISK
 ME0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0742_STAMPING: V 110 1946
 ME0742_MARK LOGO: CGS
 ME0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0742+STABILITY: SURFACE MOTION
 ME0742
 ME0742  HISTORY     - Date     Condition        Report By
 ME0742  HISTORY     - 1946     MONUMENTED       CGS
 ME0742
 ME0742                          STATION DESCRIPTION
 ME0742
 ME0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0742'2.4 MI NW FROM MEDARYVILLE.
 ME0742'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0742'BUILDING AT MEDARYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL
 ME0742'ROAD, AT A CROSS ROAD AND A BRIDGE OVER A DRAINAGE DITCH, 16
 ME0742'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 177 FEET
 ME0742'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 90 FEET
 ME0742'EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 10.3 FEET EAST OF A
 ME0742'GATE POST, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 ME0742'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ME0742'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0899 ***********************************************************************
 LB0899  DESIGNATION -  V 111
 LB0899  PID         -  LB0899
 LB0899  STATE/COUNTY-  IN/MONTGOMERY
 LB0899  COUNTRY     -  US
 LB0899  USGS QUAD   -  SHANNONDALE (2019)
 LB0899
 LB0899                         *CURRENT SURVEY CONTROL
 LB0899  ______________________________________________________________________
 LB0899* NAD 83(1986) POSITION- 40 03 11.     (N) 086 42 19.     (W)   SCALED
 LB0899* NAVD 88 ORTHO HEIGHT -   259.115 (meters)      850.11  (feet) ADJUSTED
 LB0899  ______________________________________________________________________
 LB0899  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 LB0899  DYNAMIC HEIGHT  -        258.975 (meters)      849.65  (feet) COMP
 LB0899  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 LB0899
 LB0899  VERT ORDER      -  SECOND    CLASS 0
 LB0899
 LB0899.The horizontal coordinates were scaled from a map and have
 LB0899.an estimated accuracy of +/- 6 seconds.
 LB0899
 LB0899.The orthometric height was determined by differential leveling and
 LB0899.adjusted by the NATIONAL GEODETIC SURVEY
 LB0899.in June 1991.
 LB0899
 LB0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0899.GEOID18 height accuracy estimate available here.
 LB0899
 LB0899.Click photographs - Photos may exist for this station.
 LB0899
 LB0899.The dynamic height is computed by dividing the NAVD 88
 LB0899.geopotential number by the normal gravity value computed on the
 LB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0899.degrees latitude (g = 980.6199 gals.).
 LB0899
 LB0899.The modeled gravity was interpolated from observed gravity values.
 LB0899
 LB0899;                    North         East    Units  Estimated Accuracy
 LB0899;SPC IN W     -   533,480.      932,260.      MT  (+/- 180 meters Scaled)
 LB0899
 LB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK251336(NAD 83)
 LB0899
 LB0899                          SUPERSEDED SURVEY CONTROL
 LB0899
 LB0899  NGVD 29 (??/??/92)  259.218  (m)          850.45   (f) ADJ UNCH    2 0
 LB0899
 LB0899.Superseded values are not recommended for survey control.
 LB0899
 LB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0899.See file dsdata.pdf to determine how the superseded data were derived.
 LB0899
 LB0899_MARKER: DB = BENCH MARK DISK
 LB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0899_STAMPING: V 111 1946
 LB0899_MARK LOGO: CGS
 LB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0899+STABILITY: SURFACE MOTION
 LB0899
 LB0899  HISTORY     - Date     Condition        Report By
 LB0899  HISTORY     - 1946     MONUMENTED       CGS
 LB0899
 LB0899                          STATION DESCRIPTION
 LB0899
 LB0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0899'0.3 MI W FROM SHANNONDALE.
 LB0899'ALONG STATE HIGHWAY 32 ABOUT 0.3 MILE WEST OF THE SCHOOL AT
 LB0899'SHANNONDALE, AT THE NORTHWEST CORNER OF THE SHANNONDALE CEMETERY,
 LB0899'60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET WEST
 LB0899'OF THE CENTER LINE OF THE WEST ENTRANCE DRIVEWAY, 5 FEET SOUTHWEST
 LB0899'OF A CONCRETE GATE POST, 1 1/2 FEET NORTH OF A WHITE WOODEN
 LB0899'WITNESS POST AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB0899'DISK, STAMPED V 111 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0899'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0890 ***********************************************************************
 LB0890  DESIGNATION -  V 112
 LB0890  PID         -  LB0890
 LB0890  STATE/COUNTY-  IN/BOONE
 LB0890  COUNTRY     -  US
 LB0890  USGS QUAD   -  HAZELRIGG (2019)
 LB0890
 LB0890                         *CURRENT SURVEY CONTROL
 LB0890  ______________________________________________________________________
 LB0890* NAD 83(1986) POSITION- 40 03 14.     (N) 086 34 08.     (W)   SCALED
 LB0890* NAVD 88 ORTHO HEIGHT -   279.670 (meters)      917.55  (feet) ADJUSTED
 LB0890  ______________________________________________________________________
 LB0890  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB0890  DYNAMIC HEIGHT  -        279.516 (meters)      917.05  (feet) COMP
 LB0890  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 LB0890
 LB0890  VERT ORDER      -  SECOND    CLASS 0
 LB0890
 LB0890.The horizontal coordinates were scaled from a map and have
 LB0890.an estimated accuracy of +/- 6 seconds.
 LB0890
 LB0890.The orthometric height was determined by differential leveling and
 LB0890.adjusted by the NATIONAL GEODETIC SURVEY
 LB0890.in June 1991.
 LB0890
 LB0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0890.GEOID18 height accuracy estimate available here.
 LB0890
 LB0890.Click photographs - Photos may exist for this station.
 LB0890
 LB0890.The dynamic height is computed by dividing the NAVD 88
 LB0890.geopotential number by the normal gravity value computed on the
 LB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0890.degrees latitude (g = 980.6199 gals.).
 LB0890
 LB0890.The modeled gravity was interpolated from observed gravity values.
 LB0890
 LB0890;                    North         East    Units  Estimated Accuracy
 LB0890;SPC IN W     -   533,630.      943,890.      MT  (+/- 180 meters Scaled)
 LB0890
 LB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK367338(NAD 83)
 LB0890
 LB0890                          SUPERSEDED SURVEY CONTROL
 LB0890
 LB0890  NGVD 29 (??/??/92)  279.77   (m)          917.9    (f) COMPUTED    2 0
 LB0890
 LB0890.Superseded values are not recommended for survey control.
 LB0890
 LB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0890.See file dsdata.pdf to determine how the superseded data were derived.
 LB0890
 LB0890_MARKER: DB = BENCH MARK DISK
 LB0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0890_SP_SET: BRIDGE WINGWALL
 LB0890_STAMPING: V 112 1946
 LB0890_MARK LOGO: CGS
 LB0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0890
 LB0890  HISTORY     - Date     Condition        Report By
 LB0890  HISTORY     - 1946     MONUMENTED       CGS
 LB0890  HISTORY     - 1977     GOOD             LOCENG
 LB0890
 LB0890                          STATION DESCRIPTION
 LB0890
 LB0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0890'2.7 MI E FROM DOVER.
 LB0890'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE JEFFERSON
 LB0890'TOWNSHIP SCHOOL AT DOVER, 0.35 MILE WEST OF A NORTH-SOUTH CROSS
 LB0890'ROAD, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 24-FOOT
 LB0890'CONCRETE BRIDGE, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 LB0890'AND ABOUT 0.8 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0890'V 112 1946.
 LB0890
 LB0890                          STATION RECOVERY (1977)
 LB0890
 LB0890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0890'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0891 ***********************************************************************
 LB0891  DESIGNATION -  V 112 RESET
 LB0891  PID         -  LB0891
 LB0891  STATE/COUNTY-  IN/BOONE
 LB0891  COUNTRY     -  US
 LB0891  USGS QUAD   -  HAZELRIGG (2019)
 LB0891
 LB0891                         *CURRENT SURVEY CONTROL
 LB0891  ______________________________________________________________________
 LB0891* NAD 83(1986) POSITION- 40 03 14.     (N) 086 34 08.     (W)   SCALED
 LB0891* NAVD 88 ORTHO HEIGHT -   279.43  (meters)      916.8   (feet) RESET
 LB0891  ______________________________________________________________________
 LB0891  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB0891  VERT ORDER      -  THIRD
 LB0891
 LB0891.The horizontal coordinates were scaled from a map and have
 LB0891.an estimated accuracy of +/- 6 seconds.
 LB0891
 LB0891.The orthometric height was computed from unverified reset data.
 LB0891
 LB0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0891.GEOID18 height accuracy estimate available here.
 LB0891
 LB0891.Click photographs - Photos may exist for this station.
 LB0891
 LB0891;                    North         East    Units  Estimated Accuracy
 LB0891;SPC IN W     -   533,630.      943,890.      MT  (+/- 180 meters Scaled)
 LB0891
 LB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK367338(NAD 83)
 LB0891
 LB0891                          SUPERSEDED SURVEY CONTROL
 LB0891
 LB0891  NGVD 29 (??/??/??)  279.53   (m)          917.1    (f) RESET       3  
 LB0891
 LB0891.Superseded values are not recommended for survey control.
 LB0891
 LB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0891.See file dsdata.pdf to determine how the superseded data were derived.
 LB0891
 LB0891_MARKER: DB = BENCH MARK DISK
 LB0891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0891_SP_SET: WING WALL
 LB0891_STAMPING: V 112 RESET 1960
 LB0891_MARK LOGO: CGS
 LB0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0891+STABILITY: SURFACE MOTION
 LB0891
 LB0891  HISTORY     - Date     Condition        Report By
 LB0891  HISTORY     - 1960     MONUMENTED       INHD
 LB0891  HISTORY     - 1961     GOOD             CGS
 LB0891
 LB0891                          STATION DESCRIPTION
 LB0891
 LB0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0891'2.7 MI E FROM DOVER.
 LB0891'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE JEFFERSON
 LB0891'TOWNSHIP SCHOOL AT DOVER, 0.35 MILES WEST OF A NORTH-SOUTH
 LB0891'CROSSROAD, 22.5 FEET SOUTH OF THE CENTER LINE OF THE EXISTING
 LB0891'HIGHWAY AND BRIDGE, AND SET IN THE TOP OF THE SOUTH-WINGWALL
 LB0891'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0578 ***********************************************************************
 LB0578  DESIGNATION -  V 113
 LB0578  PID         -  LB0578
 LB0578  STATE/COUNTY-  IN/BOONE
 LB0578  COUNTRY     -  US
 LB0578  USGS QUAD   -  MECHANICSBURG (2019)
 LB0578
 LB0578                         *CURRENT SURVEY CONTROL
 LB0578  ______________________________________________________________________
 LB0578* NAD 83(1986) POSITION- 40 07 34.     (N) 086 28 04.     (W)   SCALED
 LB0578* NAVD 88 ORTHO HEIGHT -   277.844 (meters)      911.56  (feet) ADJUSTED
 LB0578  ______________________________________________________________________
 LB0578  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LB0578  DYNAMIC HEIGHT  -        277.692 (meters)      911.06  (feet) COMP
 LB0578  MODELED GRAVITY -    980,072.4   (mgal)                       NAVD 88
 LB0578
 LB0578  VERT ORDER      -  SECOND    CLASS 0
 LB0578
 LB0578.The horizontal coordinates were scaled from a map and have
 LB0578.an estimated accuracy of +/- 6 seconds.
 LB0578
 LB0578.The orthometric height was determined by differential leveling and
 LB0578.adjusted by the NATIONAL GEODETIC SURVEY
 LB0578.in June 1991.
 LB0578
 LB0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0578.GEOID18 height accuracy estimate available here.
 LB0578
 LB0578.Click photographs - Photos may exist for this station.
 LB0578
 LB0578.The dynamic height is computed by dividing the NAVD 88
 LB0578.geopotential number by the normal gravity value computed on the
 LB0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0578.degrees latitude (g = 980.6199 gals.).
 LB0578
 LB0578.The modeled gravity was interpolated from observed gravity values.
 LB0578
 LB0578;                    North         East    Units  Estimated Accuracy
 LB0578;SPC IN W     -   541,700.      952,470.      MT  (+/- 180 meters Scaled)
 LB0578
 LB0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK453418(NAD 83)
 LB0578
 LB0578                          SUPERSEDED SURVEY CONTROL
 LB0578
 LB0578  NGVD 29 (??/??/92)  277.944  (m)          911.89   (f) ADJ UNCH    2 0
 LB0578
 LB0578.Superseded values are not recommended for survey control.
 LB0578
 LB0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0578.See file dsdata.pdf to determine how the superseded data were derived.
 LB0578
 LB0578_MARKER: DB = BENCH MARK DISK
 LB0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0578_SP_SET: BRIDGE WINGWALL
 LB0578_STAMPING: V 113 1946
 LB0578_MARK LOGO: CGS
 LB0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0578
 LB0578  HISTORY     - Date     Condition        Report By
 LB0578  HISTORY     - 1946     MONUMENTED       CGS
 LB0578
 LB0578                          STATION DESCRIPTION
 LB0578
 LB0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0578'4.8 MI W FROM ELIZAVILLE.
 LB0578'ALONG STATE HIGHWAY 47 ABOUT 4.85 MILES WEST OF ELIZAVILLE AND
 LB0578'ABOUT 0.75 MILE EAST OF THE INTERSECTION WITH STATE HIGHWAY 39,
 LB0578'0.4 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, SET IN
 LB0578'THE TOP OF THE SOUTHEAST WINGWALL OF A 16-FOOT CONCRETE BRIDGE,
 LB0578'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 LB0578'WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED V 113 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0332 ***********************************************************************
 LB0332  DESIGNATION -  V 114
 LB0332  PID         -  LB0332
 LB0332  STATE/COUNTY-  IN/HOWARD
 LB0332  COUNTRY     -  US
 LB0332  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0332
 LB0332                         *CURRENT SURVEY CONTROL
 LB0332  ______________________________________________________________________
 LB0332* NAD 83(1986) POSITION- 40 27 32.     (N) 086 16 16.     (W)   SCALED
 LB0332* NAVD 88 ORTHO HEIGHT -   240.325 (meters)      788.47  (feet) ADJUSTED
 LB0332  ______________________________________________________________________
 LB0332  GEOID HEIGHT    -        -34.363 (meters)                     GEOID18
 LB0332  DYNAMIC HEIGHT  -        240.200 (meters)      788.06  (feet) COMP
 LB0332  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 LB0332
 LB0332  VERT ORDER      -  SECOND    CLASS 0
 LB0332
 LB0332.The horizontal coordinates were scaled from a map and have
 LB0332.an estimated accuracy of +/- 6 seconds.
 LB0332
 LB0332.The orthometric height was determined by differential leveling and
 LB0332.adjusted by the NATIONAL GEODETIC SURVEY
 LB0332.in June 1991.
 LB0332
 LB0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0332.GEOID18 height accuracy estimate available here.
 LB0332
 LB0332.Click photographs - Photos may exist for this station.
 LB0332
 LB0332.The dynamic height is computed by dividing the NAVD 88
 LB0332.geopotential number by the normal gravity value computed on the
 LB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0332.degrees latitude (g = 980.6199 gals.).
 LB0332
 LB0332.The modeled gravity was interpolated from observed gravity values.
 LB0332
 LB0332;                    North         East    Units  Estimated Accuracy
 LB0332;SPC IN E     -   578,650.       48,730.      MT  (+/- 180 meters Scaled)
 LB0332
 LB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617789(NAD 83)
 LB0332
 LB0332                          SUPERSEDED SURVEY CONTROL
 LB0332
 LB0332  NGVD 29 (??/??/92)  240.434  (m)          788.82   (f) ADJ UNCH    2 0
 LB0332
 LB0332.Superseded values are not recommended for survey control.
 LB0332
 LB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0332.See file dsdata.pdf to determine how the superseded data were derived.
 LB0332
 LB0332_MARKER: DB = BENCH MARK DISK
 LB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0332_STAMPING: V 114 1946
 LB0332_MARK LOGO: CGS
 LB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0332+STABILITY: SURFACE MOTION
 LB0332
 LB0332  HISTORY     - Date     Condition        Report By
 LB0332  HISTORY     - 1946     MONUMENTED       CGS
 LB0332
 LB0332                          STATION DESCRIPTION
 LB0332
 LB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0332'1.2 MI N FROM NEW LONDON.
 LB0332'ABOUT 1.15 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT NEW
 LB0332'LONDON, ABOUT 0.3 MILE NORTH OF A CROSS ROAD, 23 FEET EAST OF THE
 LB0332'CENTER LINE OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF A
 LB0332'DRIVEWAY TO THE RUSSELL TAYLOR FARM HOUSE, 66 FEET SOUTHWEST
 LB0332'OF THE SOUTHWEST CORNER OF THE HOUSE, 1 FOOT WEST OF A FENCE LINE,
 LB0332'2.0 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 LB0332'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED V 114 1946 AND SET
 LB0332'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0088 ***********************************************************************
 LB0088  DESIGNATION -  V 115
 LB0088  PID         -  LB0088
 LB0088  STATE/COUNTY-  IN/CARROLL
 LB0088  COUNTRY     -  US
 LB0088  USGS QUAD   -  DEER CREEK (2019)
 LB0088
 LB0088                         *CURRENT SURVEY CONTROL
 LB0088  ______________________________________________________________________
 LB0088* NAD 83(1986) POSITION- 40 36 18.     (N) 086 28 04.     (W)   SCALED
 LB0088* NAVD 88 ORTHO HEIGHT -   211.150 (meters)      692.75  (feet) ADJUSTED
 LB0088  ______________________________________________________________________
 LB0088  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 LB0088  DYNAMIC HEIGHT  -        211.046 (meters)      692.41  (feet) COMP
 LB0088  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 LB0088
 LB0088  VERT ORDER      -  SECOND    CLASS 0
 LB0088
 LB0088.The horizontal coordinates were scaled from a map and have
 LB0088.an estimated accuracy of +/- 6 seconds.
 LB0088
 LB0088.The orthometric height was determined by differential leveling and
 LB0088.adjusted by the NATIONAL GEODETIC SURVEY
 LB0088.in June 1991.
 LB0088
 LB0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0088.GEOID18 height accuracy estimate available here.
 LB0088
 LB0088.Click photographs - Photos may exist for this station.
 LB0088
 LB0088.The dynamic height is computed by dividing the NAVD 88
 LB0088.geopotential number by the normal gravity value computed on the
 LB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0088.degrees latitude (g = 980.6199 gals.).
 LB0088
 LB0088.The modeled gravity was interpolated from observed gravity values.
 LB0088
 LB0088;                    North         East    Units  Estimated Accuracy
 LB0088;SPC IN W     -   594,880.      952,100.      MT  (+/- 180 meters Scaled)
 LB0088
 LB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK450950(NAD 83)
 LB0088
 LB0088                          SUPERSEDED SURVEY CONTROL
 LB0088
 LB0088  NGVD 29 (??/??/92)  211.263  (m)          693.12   (f) ADJ UNCH    2 0
 LB0088
 LB0088.Superseded values are not recommended for survey control.
 LB0088
 LB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0088.See file dsdata.pdf to determine how the superseded data were derived.
 LB0088
 LB0088_MARKER: DB = BENCH MARK DISK
 LB0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0088_STAMPING: V 115 1946
 LB0088_MARK LOGO: CGS
 LB0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0088+STABILITY: SURFACE MOTION
 LB0088
 LB0088  HISTORY     - Date     Condition        Report By
 LB0088  HISTORY     - 1946     MONUMENTED       CGS
 LB0088
 LB0088                          STATION DESCRIPTION
 LB0088
 LB0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0088'4 MI W FROM DEER CREEK.
 LB0088'ALONG STATE HIGHWAY 218 ABOUT 4.05 MILES WEST OF THE JUNCTION
 LB0088'OF STATE HIGHWAY 29 AT DEER CREEK AND ABOUT 3.75 MILES EAST OF
 LB0088'THE CAMDEN STATE BANK AT CAMDEN, AT THE JUNCTION WITH A SIDE
 LB0088'ROAD LEADING NORTH, 40 FEET NORTH OF THE CENTER LINE OF THE
 LB0088'HIGHWAY, 43 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 1.5
 LB0088'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 4 FEET WEST OF A
 LB0088'TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND
 LB0088'ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED V
 LB0088'115 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0088'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0010 ***********************************************************************
 LB0010  DESIGNATION -  V 116
 LB0010  PID         -  LB0010
 LB0010  STATE/COUNTY-  IN/CARROLL
 LB0010  COUNTRY     -  US
 LB0010  USGS QUAD   -  DEER CREEK (2019)
 LB0010
 LB0010                         *CURRENT SURVEY CONTROL
 LB0010  ______________________________________________________________________
 LB0010* NAD 83(1986) POSITION- 40 35 51.     (N) 086 23 27.     (W)   SCALED
 LB0010* NAVD 88 ORTHO HEIGHT -   215.805 (meters)      708.02  (feet) ADJUSTED
 LB0010  ______________________________________________________________________
 LB0010  GEOID HEIGHT    -        -34.275 (meters)                     GEOID18
 LB0010  DYNAMIC HEIGHT  -        215.698 (meters)      707.67  (feet) COMP
 LB0010  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 LB0010
 LB0010  VERT ORDER      -  SECOND    CLASS 0
 LB0010
 LB0010.The horizontal coordinates were scaled from a map and have
 LB0010.an estimated accuracy of +/- 6 seconds.
 LB0010
 LB0010.The orthometric height was determined by differential leveling and
 LB0010.adjusted by the NATIONAL GEODETIC SURVEY
 LB0010.in June 1991.
 LB0010
 LB0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0010.GEOID18 height accuracy estimate available here.
 LB0010
 LB0010.Click photographs - Photos may exist for this station.
 LB0010
 LB0010.The dynamic height is computed by dividing the NAVD 88
 LB0010.geopotential number by the normal gravity value computed on the
 LB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0010.degrees latitude (g = 980.6199 gals.).
 LB0010
 LB0010.The modeled gravity was interpolated from observed gravity values.
 LB0010
 LB0010;                    North         East    Units  Estimated Accuracy
 LB0010;SPC IN W     -   594,090.      958,620.      MT  (+/- 180 meters Scaled)
 LB0010
 LB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515942(NAD 83)
 LB0010
 LB0010                          SUPERSEDED SURVEY CONTROL
 LB0010
 LB0010  NGVD 29 (??/??/92)  215.919  (m)          708.39   (f) ADJ UNCH    2 0
 LB0010
 LB0010.Superseded values are not recommended for survey control.
 LB0010
 LB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0010.See file dsdata.pdf to determine how the superseded data were derived.
 LB0010
 LB0010_MARKER: DB = BENCH MARK DISK
 LB0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0010_SP_SET: CULVERT HEADWALL
 LB0010_STAMPING: V 116 1946
 LB0010_MARK LOGO: CGS
 LB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0010+STABILITY: SURFACE MOTION
 LB0010
 LB0010  HISTORY     - Date     Condition        Report By
 LB0010  HISTORY     - 1946     MONUMENTED       CGS
 LB0010
 LB0010                          STATION DESCRIPTION
 LB0010
 LB0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0010'0.8 MI S FROM DEER CREEK.
 LB0010'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0010'WITH STATE HIGHWAY 218 AT DEER CREEK, AT A CROSS ROAD, SET IN
 LB0010'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 10-FOOT
 LB0010'CONCRETE ARCH CULVERT, 22 FEET EAST OF THE CENTER LINE OF THE
 LB0010'HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD AND
 LB0010'ABOUT 1 1/2 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB0010'V 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0767 ***********************************************************************
 LB0767  DESIGNATION -  V 117
 LB0767  PID         -  LB0767
 LB0767  STATE/COUNTY-  IN/CLINTON
 LB0767  COUNTRY     -  US
 LB0767  USGS QUAD   -  ROSSVILLE (2019)
 LB0767
 LB0767                         *CURRENT SURVEY CONTROL
 LB0767  ______________________________________________________________________
 LB0767* NAD 83(1986) POSITION- 40 23 15.     (N) 086 32 36.     (W)   SCALED
 LB0767* NAVD 88 ORTHO HEIGHT -   243.430 (meters)      798.65  (feet) ADJUSTED
 LB0767  ______________________________________________________________________
 LB0767  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 LB0767  DYNAMIC HEIGHT  -        243.304 (meters)      798.24  (feet) COMP
 LB0767  MODELED GRAVITY -    980,105.6   (mgal)                       NAVD 88
 LB0767
 LB0767  VERT ORDER      -  SECOND    CLASS 0
 LB0767
 LB0767.The horizontal coordinates were scaled from a map and have
 LB0767.an estimated accuracy of +/- 6 seconds.
 LB0767
 LB0767.The orthometric height was determined by differential leveling and
 LB0767.adjusted by the NATIONAL GEODETIC SURVEY
 LB0767.in June 1991.
 LB0767
 LB0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0767.GEOID18 height accuracy estimate available here.
 LB0767
 LB0767.Click photographs - Photos may exist for this station.
 LB0767
 LB0767.The dynamic height is computed by dividing the NAVD 88
 LB0767.geopotential number by the normal gravity value computed on the
 LB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0767.degrees latitude (g = 980.6199 gals.).
 LB0767
 LB0767.The modeled gravity was interpolated from observed gravity values.
 LB0767
 LB0767;                    North         East    Units  Estimated Accuracy
 LB0767;SPC IN W     -   570,680.      945,850.      MT  (+/- 180 meters Scaled)
 LB0767
 LB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK387708(NAD 83)
 LB0767
 LB0767                          SUPERSEDED SURVEY CONTROL
 LB0767
 LB0767  NGVD 29 (??/??/92)  243.535  (m)          799.00   (f) ADJ UNCH    2 0
 LB0767
 LB0767.Superseded values are not recommended for survey control.
 LB0767
 LB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0767.See file dsdata.pdf to determine how the superseded data were derived.
 LB0767
 LB0767_MARKER: DB = BENCH MARK DISK
 LB0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0767_STAMPING: V 117 1946
 LB0767_MARK LOGO: CGS
 LB0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0767+STABILITY: SURFACE MOTION
 LB0767
 LB0767  HISTORY     - Date     Condition        Report By
 LB0767  HISTORY     - 1946     MONUMENTED       CGS
 LB0767
 LB0767                          STATION DESCRIPTION
 LB0767
 LB0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0767'1.4 MI W FROM MORAN.
 LB0767'ABOUT 1.4 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0767'AT MORAN, AT THE JUNCTION WITH A SIDE ROAD LEADING SOUTH, 29
 LB0767'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST RAIL, 18 FEET
 LB0767'WEST OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET SOUTHEAST OF
 LB0767'A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND ABOUT 1 FOOT
 LB0767'ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED V 117 1946 AND
 LB0767'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0767'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1000 ***********************************************************************
 JA1000  DESIGNATION -  V 117 INHD
 JA1000  PID         -  JA1000
 JA1000  STATE/COUNTY-  IN/PIKE
 JA1000  COUNTRY     -  US
 JA1000  USGS QUAD   -  WINSLOW (2019)
 JA1000
 JA1000                         *CURRENT SURVEY CONTROL
 JA1000  ______________________________________________________________________
 JA1000* NAD 83(1986) POSITION- 38 22 39.     (N) 087 13 14.     (W)   SCALED
 JA1000* NAVD 88 ORTHO HEIGHT -   132.392 (meters)      434.36  (feet) ADJUSTED
 JA1000  ______________________________________________________________________
 JA1000  GEOID HEIGHT    -        -31.963 (meters)                     GEOID18
 JA1000  DYNAMIC HEIGHT  -        132.305 (meters)      434.07  (feet) COMP
 JA1000  MODELED GRAVITY -    979,970.5   (mgal)                       NAVD 88
 JA1000
 JA1000  VERT ORDER      -  FIRST     CLASS II
 JA1000
 JA1000.The horizontal coordinates were scaled from a map and have
 JA1000.an estimated accuracy of +/- 6 seconds.
 JA1000
 JA1000.The orthometric height was determined by differential leveling and
 JA1000.adjusted by the NATIONAL GEODETIC SURVEY
 JA1000.in June 1991.
 JA1000
 JA1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1000.GEOID18 height accuracy estimate available here.
 JA1000
 JA1000.Click photographs - Photos may exist for this station.
 JA1000
 JA1000.The dynamic height is computed by dividing the NAVD 88
 JA1000.geopotential number by the normal gravity value computed on the
 JA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1000.degrees latitude (g = 980.6199 gals.).
 JA1000
 JA1000.The modeled gravity was interpolated from observed gravity values.
 JA1000
 JA1000;                    North         East    Units  Estimated Accuracy
 JA1000;SPC IN W     -   347,400.      888,010.      MT  (+/- 180 meters Scaled)
 JA1000
 JA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH807477(NAD 83)
 JA1000
 JA1000                          SUPERSEDED SURVEY CONTROL
 JA1000
 JA1000  NGVD 29 (??/??/92)  132.511  (m)          434.75   (f) ADJ UNCH    1 2
 JA1000
 JA1000.Superseded values are not recommended for survey control.
 JA1000
 JA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1000.See file dsdata.pdf to determine how the superseded data were derived.
 JA1000
 JA1000_MARKER: DD = SURVEY DISK
 JA1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1000_SP_SET: BRIDGE
 JA1000_STAMPING: V 117 PIKE
 JA1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1000
 JA1000  HISTORY     - Date     Condition        Report By
 JA1000  HISTORY     - UNK      MONUMENTED       INHD
 JA1000  HISTORY     - 1965     GOOD             CGS
 JA1000  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA1000
 JA1000                          STATION DESCRIPTION
 JA1000
 JA1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1000'0.6 MI SW FROM WINSLOW.
 JA1000'ABOUT 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA1000'OFFICE AT WINSLOW, IN SECTION 6, T 2 S, R 7 W, 0.15 MILE
 JA1000'SOUTHWEST OF THE CROSSING OF THE HIGHWAY AND THE SOUTHERN
 JA1000'RAILWAY, 16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 JA1000'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 JA1000'WALKWAY AT THE SOUTHWEST END OF A CONCRETE HIGHWAY BRIDGE, 1 INCH
 JA1000'SOUTHEAST OF THE NORTHWEST CONCRETE GUARD RAIL, 8 INCHES ABOVE
 JA1000'THE LEVEL OF THE HIGHWAY.
 JA1000
 JA1000                          STATION RECOVERY (2022)
 JA1000
 JA1000'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA1000'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0680 ***********************************************************************
 LB0680  DESIGNATION -  V 118
 LB0680  PID         -  LB0680
 LB0680  STATE/COUNTY-  IN/CLINTON
 LB0680  COUNTRY     -  US
 LB0680  USGS QUAD   -  FRANKFORT (2019)
 LB0680
 LB0680                         *CURRENT SURVEY CONTROL
 LB0680  ______________________________________________________________________
 LB0680* NAD 83(1986) POSITION- 40 20 39.     (N) 086 35 53.     (W)   SCALED
 LB0680* NAVD 88 ORTHO HEIGHT -   237.639 (meters)      779.65  (feet) ADJUSTED
 LB0680  ______________________________________________________________________
 LB0680  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 LB0680  DYNAMIC HEIGHT  -        237.516 (meters)      779.25  (feet) COMP
 LB0680  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 LB0680
 LB0680  VERT ORDER      -  SECOND    CLASS 0
 LB0680
 LB0680.The horizontal coordinates were scaled from a map and have
 LB0680.an estimated accuracy of +/- 6 seconds.
 LB0680
 LB0680.The orthometric height was determined by differential leveling and
 LB0680.adjusted by the NATIONAL GEODETIC SURVEY
 LB0680.in June 1991.
 LB0680
 LB0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0680.GEOID18 height accuracy estimate available here.
 LB0680
 LB0680.Click photographs - Photos may exist for this station.
 LB0680
 LB0680.The dynamic height is computed by dividing the NAVD 88
 LB0680.geopotential number by the normal gravity value computed on the
 LB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0680.degrees latitude (g = 980.6199 gals.).
 LB0680
 LB0680.The modeled gravity was interpolated from observed gravity values.
 LB0680
 LB0680;                    North         East    Units  Estimated Accuracy
 LB0680;SPC IN W     -   565,850.      941,230.      MT  (+/- 180 meters Scaled)
 LB0680
 LB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK341660(NAD 83)
 LB0680
 LB0680                          SUPERSEDED SURVEY CONTROL
 LB0680
 LB0680  NGVD 29 (??/??/92)  237.740  (m)          779.99   (f) ADJ UNCH    2 0
 LB0680
 LB0680.Superseded values are not recommended for survey control.
 LB0680
 LB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0680.See file dsdata.pdf to determine how the superseded data were derived.
 LB0680
 LB0680_MARKER: DB = BENCH MARK DISK
 LB0680_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0680_SP_SET: BOX CULVERT HEADWALL
 LB0680_STAMPING: V 118 1946
 LB0680_MARK LOGO: CGS
 LB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0680+STABILITY: SURFACE MOTION
 LB0680
 LB0680  HISTORY     - Date     Condition        Report By
 LB0680  HISTORY     - 1946     MONUMENTED       CGS
 LB0680
 LB0680                          STATION DESCRIPTION
 LB0680
 LB0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0680'3.6 MI E FROM MULBERRY.
 LB0680'ABOUT 3.6 MILES EAST AWLONG STATE HIGHWAY 38 FROM THE POST
 LB0680'OFFICE AT MULBERRY, ABOUT 30 YARDS EAST OF THE JUNCTION WITH A
 LB0680'GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE
 LB0680'NORTH HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 19 FEET
 LB0680'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 LB0680'HIGHWAY.  A STANDARD DISK, STAMPED V 118 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0533 ***********************************************************************
 HA0533  DESIGNATION -  V 118
 HA0533  PID         -  HA0533
 HA0533  STATE/COUNTY-  IN/PERRY
 HA0533  COUNTRY     -  US
 HA0533  USGS QUAD   -  TELL CITY (2019)
 HA0533
 HA0533                         *CURRENT SURVEY CONTROL
 HA0533  ______________________________________________________________________
 HA0533* NAD 83(1986) POSITION- 37 56 32.     (N) 086 45 50.     (W)   SCALED
 HA0533* NAVD 88 ORTHO HEIGHT -   131.316 (meters)      430.83  (feet) ADJUSTED
 HA0533  ______________________________________________________________________
 HA0533  GEOID HEIGHT    -        -31.924 (meters)                     GEOID18
 HA0533  DYNAMIC HEIGHT  -        131.223 (meters)      430.52  (feet) COMP
 HA0533  MODELED GRAVITY -    979,922.4   (mgal)                       NAVD 88
 HA0533
 HA0533  VERT ORDER      -  FIRST     CLASS II
 HA0533
 HA0533.The horizontal coordinates were scaled from a map and have
 HA0533.an estimated accuracy of +/- 6 seconds.
 HA0533
 HA0533.The orthometric height was determined by differential leveling and
 HA0533.adjusted by the NATIONAL GEODETIC SURVEY
 HA0533.in June 1991.
 HA0533
 HA0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0533.GEOID18 height accuracy estimate available here.
 HA0533
 HA0533.Click photographs - Photos may exist for this station.
 HA0533
 HA0533.The dynamic height is computed by dividing the NAVD 88
 HA0533.geopotential number by the normal gravity value computed on the
 HA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0533.degrees latitude (g = 980.6199 gals.).
 HA0533
 HA0533.The modeled gravity was interpolated from observed gravity values.
 HA0533
 HA0533;                    North         East    Units  Estimated Accuracy
 HA0533;SPC IN W     -   299,130.      928,080.      MT  (+/- 180 meters Scaled)
 HA0533
 HA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG207994(NAD 83)
 HA0533
 HA0533                          SUPERSEDED SURVEY CONTROL
 HA0533
 HA0533  NGVD 29 (??/??/92)  131.423  (m)          431.18   (f) ADJ UNCH    1 2
 HA0533
 HA0533.Superseded values are not recommended for survey control.
 HA0533
 HA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0533.See file dsdata.pdf to determine how the superseded data were derived.
 HA0533
 HA0533_MARKER: DD = SURVEY DISK
 HA0533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0533_SP_SET: CULVERT HEADWALL
 HA0533_STAMPING: V 118 PERRY
 HA0533_MARK LOGO: INHD
 HA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0533+STABILITY: SURFACE MOTION
 HA0533
 HA0533  HISTORY     - Date     Condition        Report By
 HA0533  HISTORY     - UNK      MONUMENTED       INHD
 HA0533  HISTORY     - 1965     GOOD             CGS
 HA0533
 HA0533                          STATION DESCRIPTION
 HA0533
 HA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0533'0.8 MI SE FROM TELL CITY.
 HA0533'ABOUT 0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HA0533'TELL CITY, THENCE 0.3 MILE EAST ALONG WASHINGTON STREET, THENCE
 HA0533'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 66, IN SECTION 32, T 6 S,
 HA0533'R 3 W, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 HA0533'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 HA0533'CONCRETE CULVERT, 83 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 HA0533'THE EAST CORNER OF A KROGER SUPER MARKET, ABOUT 2 1/2 FEET BELOW
 HA0533'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0787 ***********************************************************************
 LB0787  DESIGNATION -  V 119
 LB0787  PID         -  LB0787
 LB0787  STATE/COUNTY-  IN/TIPPECANOE
 LB0787  COUNTRY     -  US
 LB0787  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0787
 LB0787                         *CURRENT SURVEY CONTROL
 LB0787  ______________________________________________________________________
 LB0787* NAD 83(1986) POSITION- 40 27 40.     (N) 086 45 43.     (W)   SCALED
 LB0787* NAVD 88 ORTHO HEIGHT -   200.810 (meters)      658.82  (feet) ADJUSTED
 LB0787  ______________________________________________________________________
 LB0787  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 LB0787  DYNAMIC HEIGHT  -        200.711 (meters)      658.50  (feet) COMP
 LB0787  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 LB0787
 LB0787  VERT ORDER      -  SECOND    CLASS 0
 LB0787
 LB0787.The horizontal coordinates were scaled from a map and have
 LB0787.an estimated accuracy of +/- 6 seconds.
 LB0787
 LB0787.The orthometric height was determined by differential leveling and
 LB0787.adjusted by the NATIONAL GEODETIC SURVEY
 LB0787.in June 1991.
 LB0787
 LB0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0787.GEOID18 height accuracy estimate available here.
 LB0787
 LB0787.Click photographs - Photos may exist for this station.
 LB0787
 LB0787.The dynamic height is computed by dividing the NAVD 88
 LB0787.geopotential number by the normal gravity value computed on the
 LB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0787.degrees latitude (g = 980.6199 gals.).
 LB0787
 LB0787.The modeled gravity was interpolated from observed gravity values.
 LB0787
 LB0787;                    North         East    Units  Estimated Accuracy
 LB0787;SPC IN W     -   578,770.      927,260.      MT  (+/- 180 meters Scaled)
 LB0787
 LB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK201789(NAD 83)
 LB0787
 LB0787                          SUPERSEDED SURVEY CONTROL
 LB0787
 LB0787  NGVD 29 (??/??/92)  200.91   (m)          659.2    (f) COMPUTED    2 0
 LB0787
 LB0787.Superseded values are not recommended for survey control.
 LB0787
 LB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0787.See file dsdata.pdf to determine how the superseded data were derived.
 LB0787
 LB0787_MARKER: DB = BENCH MARK DISK
 LB0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0787_STAMPING: V 119 1946
 LB0787_MARK LOGO: CGS
 LB0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0787+STABILITY: SURFACE MOTION
 LB0787
 LB0787  HISTORY     - Date     Condition        Report By
 LB0787  HISTORY     - 1946     MONUMENTED       CGS
 LB0787  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 LB0787
 LB0787                          STATION DESCRIPTION
 LB0787
 LB0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0787'1.8 MI S FROM BUCK CREEK.
 LB0787'ABOUT 1.85 MILE SOUTH ALONG THE BUCK CREEK-DAYTON ROAD FROM
 LB0787'THE WABASH RAILWAY STATION AT BUCK CREEK, AT THE T JUNCTION
 LB0787'WITH AN EAST-WEST ROAD, 22.5 FEET WEST OF THE CENTER LINE OF
 LB0787'THE NORTH-SOUTH ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE
 LB0787'EAST-WEST ROAD, 42 FEET SOUH OF A TELEPHONE POLE, AT THE SOUTHEAST
 LB0787'CORNER OF A CULTIVATED FIELD, AND ABOUT 1 FOOT BELOW ROAD
 LB0787'LEVEL.  A STANDARD DISK, STAMPED V 119 1946 AND SET IN THE TOP
 LB0787'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0787
 LB0787                          STATION RECOVERY (1960)
 LB0787
 LB0787'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 LB0787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0361 ***********************************************************************
 KA0361  DESIGNATION -  V 12
 KA0361  PID         -  KA0361
 KA0361  STATE/COUNTY-  IN/GREENE
 KA0361  COUNTRY     -  US
 KA0361  USGS QUAD   -  BLOOMFIELD (2019)
 KA0361
 KA0361                         *CURRENT SURVEY CONTROL
 KA0361  ______________________________________________________________________
 KA0361* NAD 83(1986) POSITION- 39 07 10.94   (N) 086 58 27.25   (W)   HD_HELD1
 KA0361* NAVD 88 ORTHO HEIGHT -   159.327 (meters)      522.73  (feet) ADJUSTED
 KA0361  ______________________________________________________________________
 KA0361  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 KA0361  DYNAMIC HEIGHT  -        159.232 (meters)      522.41  (feet) COMP
 KA0361  MODELED GRAVITY -    980,027.1   (mgal)                       NAVD 88
 KA0361
 KA0361  VERT ORDER      -  FIRST     CLASS II
 KA0361
 KA0361.The horizontal coordinates were determined by differentially corrected
 KA0361.hand held GPS observations or other comparable positioning techniques
 KA0361.and have an estimated accuracy of +/- 3 meters.
 KA0361
 KA0361.The orthometric height was determined by differential leveling and
 KA0361.adjusted by the NATIONAL GEODETIC SURVEY
 KA0361.in June 1991.
 KA0361
 KA0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0361.GEOID18 height accuracy estimate available here.
 KA0361
 KA0361.Click photographs - Photos may exist for this station.
 KA0361
 KA0361.The dynamic height is computed by dividing the NAVD 88
 KA0361.geopotential number by the normal gravity value computed on the
 KA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0361.degrees latitude (g = 980.6199 gals.).
 KA0361
 KA0361.The modeled gravity was interpolated from observed gravity values.
 KA0361
 KA0361;                    North         East    Units  Estimated Accuracy
 KA0361;SPC IN W     -   429,790.8     909,434.4     MT  (+/- 3 meters HH1 GPS) 
 KA0361
 KA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0222730060(NAD 83)
 KA0361
 KA0361                          SUPERSEDED SURVEY CONTROL
 KA0361
 KA0361  NGVD 29 (??/??/92)  159.460  (m)          523.16   (f) ADJ UNCH    1 2
 KA0361
 KA0361.Superseded values are not recommended for survey control.
 KA0361
 KA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0361.See file dsdata.pdf to determine how the superseded data were derived.
 KA0361
 KA0361_MARKER: DB = BENCH MARK DISK
 KA0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0361_STAMPING: 523.162 V 12 1930
 KA0361_MARK LOGO: CGS
 KA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0361+STABILITY: SURFACE MOTION
 KA0361
 KA0361  HISTORY     - Date     Condition        Report By
 KA0361  HISTORY     - 1930     MONUMENTED       CGS
 KA0361  HISTORY     - 1946     GOOD             CGS
 KA0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0361
 KA0361                          STATION DESCRIPTION
 KA0361
 KA0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0361'AT WORTHINGTON.
 KA0361'AT WORTHINGTON, GREENE COUNTY, AT THE CROSSING OF THE NEW
 KA0361'YORK CENTRAL RAILROAD AND THE PENNSYLVANIA RAILROAD, 166 FEET
 KA0361'SOUTH OF THE SOUTHEAST CORNER OF THE N.Y.C.R.R. STATION, 172
 KA0361'FEET SOUTHWEST OF THE SOUTH CORNER OF THE P.R.R. STATION, 183
 KA0361'FEET NORTHEAST OF A WATER CRANE, 17.8 FEET NORTHWEST OF THE NORTHWEST
 KA0361'RAIL OF THE P.R.R. TRACK, 15.3 FEET SOUTHEAST OF THE SOUTHEAST
 KA0361'RAIL OF THE N.Y.C.R.R. TRACK, AND 2 FEET SOUTHWEST OF A WHITE
 KA0361'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 523.162 V 12 1930
 KA0361'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0361'GROUND.
 KA0361
 KA0361                          STATION RECOVERY (1985)
 KA0361
 KA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0696 ***********************************************************************
 LB0696  DESIGNATION -  V 120
 LB0696  PID         -  LB0696
 LB0696  STATE/COUNTY-  IN/TIPPECANOE
 LB0696  COUNTRY     -  US
 LB0696  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0696
 LB0696                         *CURRENT SURVEY CONTROL
 LB0696  ______________________________________________________________________
 LB0696* NAD 83(1986) POSITION- 40 29 11.     (N) 086 48 36.     (W)   SCALED
 LB0696* NAVD 88 ORTHO HEIGHT -   190.214 (meters)      624.06  (feet) ADJUSTED
 LB0696  ______________________________________________________________________
 LB0696  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 LB0696  DYNAMIC HEIGHT  -        190.120 (meters)      623.75  (feet) COMP
 LB0696  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LB0696
 LB0696  VERT ORDER      -  SECOND    CLASS 0
 LB0696
 LB0696.The horizontal coordinates were scaled from a map and have
 LB0696.an estimated accuracy of +/- 6 seconds.
 LB0696
 LB0696.The orthometric height was determined by differential leveling and
 LB0696.adjusted by the NATIONAL GEODETIC SURVEY
 LB0696.in June 1991.
 LB0696
 LB0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0696.GEOID18 height accuracy estimate available here.
 LB0696
 LB0696.Click photographs - Photos may exist for this station.
 LB0696
 LB0696.The dynamic height is computed by dividing the NAVD 88
 LB0696.geopotential number by the normal gravity value computed on the
 LB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0696.degrees latitude (g = 980.6199 gals.).
 LB0696
 LB0696.The modeled gravity was interpolated from observed gravity values.
 LB0696
 LB0696;                    North         East    Units  Estimated Accuracy
 LB0696;SPC IN W     -   581,560.      923,170.      MT  (+/- 180 meters Scaled)
 LB0696
 LB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK161817(NAD 83)
 LB0696
 LB0696                          SUPERSEDED SURVEY CONTROL
 LB0696
 LB0696  NGVD 29 (??/??/92)  190.316  (m)          624.40   (f) ADJ UNCH    2 0
 LB0696
 LB0696.Superseded values are not recommended for survey control.
 LB0696
 LB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0696.See file dsdata.pdf to determine how the superseded data were derived.
 LB0696
 LB0696_MARKER: DB = BENCH MARK DISK
 LB0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0696_SP_SET: CULVERT HEADWALL
 LB0696_STAMPING: V 120 1946
 LB0696_MARK LOGO: CGS
 LB0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0696+STABILITY: SURFACE MOTION
 LB0696
 LB0696  HISTORY     - Date     Condition        Report By
 LB0696  HISTORY     - 1946     MONUMENTED       CGS
 LB0696  HISTORY     - 1965     GOOD             CGS
 LB0696  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB0696
 LB0696                          STATION DESCRIPTION
 LB0696
 LB0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0696'3 MI W FROM BUCK CREEK.
 LB0696'ABOUT 2.6 MILES SOUTHWEST AND WEST ALONG A GRAVEL ROAD FROM THE
 LB0696'WABASH RAILWAY STATION AT BUCK CREEK, THENCE 0.35 MILE NORTH ALONG
 LB0696'A NORTH-SOUTH GRAVEL ROAD, 130 FEET SOUTH OF THE CENTER OF A JUNCTION
 LB0696'WITH A FARM ROAD LEADING EAST, SET IN THE CENTER OF THE TOP OF THE
 LB0696'WEST CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT, 15 FEET WEST
 LB0696'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 LB0696'THIS MARK MAY BE REACHED BY GOING ABOUT 1.9 MILE SOUTHEAST ALONG A
 LB0696'GRAVEL ROAD FROM THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 LB0696'STATION AT BATTLE GROUND TO THE JUNCTION WITH STATE HIGHWAY 25,
 LB0696'THENCE 0.1 MILE SOUTHWEST ALONG THE HIGHWAY, THENCE 0.15 MILE
 LB0696'SOUTHEAST AND EAST ALONG A GRAVEL ROAD.  A STANDARD DISK, STAMPED
 LB0696'V 120 1946.
 LB0696
 LB0696                          STATION RECOVERY (1965)
 LB0696
 LB0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0696'RECOVERED IN GOOD CONDITION.
 LB0696
 LB0696                          STATION RECOVERY (2009)
 LB0696
 LB0696'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0696'MARK NOT FOUND (CULVERT HAS BEEN REPLACED)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0667 ***********************************************************************
 KA0667  DESIGNATION -  V 121
 KA0667  PID         -  KA0667
 KA0667  STATE/COUNTY-  IN/HENDRICKS
 KA0667  COUNTRY     -  US
 KA0667  USGS QUAD   -  COATESVILLE (2019)
 KA0667
 KA0667                         *CURRENT SURVEY CONTROL
 KA0667  ______________________________________________________________________
 KA0667* NAD 83(2011) POSITION- 39 42 09.96375(N) 086 41 13.16637(W)   ADJUSTED
 KA0667* NAD 83(2011) ELLIP HT-   243.017 (meters)        (02/22/23)   ADJUSTED
 KA0667* NAD 83(2011) EPOCH   -  2010.00
 KA0667* NAVD 88 ORTHO HEIGHT -   276.012 (meters)      905.55  (feet) POSTED
 KA0667  ______________________________________________________________________
 KA0667  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KA0667  NAD 83(2011) X  -    283,985.969 (meters)                     COMP
 KA0667  NAD 83(2011) Y  - -4,905,829.587 (meters)                     COMP
 KA0667  NAD 83(2011) Z  -  4,052,804.727 (meters)                     COMP
 KA0667  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 KA0667  DYNAMIC HEIGHT  -        275.86  (meters)      905.1   (feet) COMP
 KA0667  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA0667
 KA0667  VERT ORDER      -  * POSTED, SEE BELOW
 KA0667
 KA0667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0667  Standards:
 KA0667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0667  -------------------------------------------------------------------
 KA0667  NETWORK    0.83   1.51           0.36   0.32   0.77     -0.05822832
 KA0667  -------------------------------------------------------------------
 KA0667  Click here for local accuracies and other accuracy information.
 KA0667
 KA0667.The horizontal coordinates were established by GPS observations
 KA0667.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0667
 KA0667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0667.been affixed to the stable North American tectonic plate. See 
 KA0667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0667
 KA0667.The horizontal coordinates are valid at the epoch date displayed above
 KA0667.which is a decimal equivalence of Year/Month/Day.
 KA0667
 KA0667.The orthometric height was determined by differential leveling
 KA0667.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0667
 KA0667.* This is a POSTED BENCH MARK height.
 KA0667
 KA0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0667.GEOID18 height accuracy estimate available here.
 KA0667
 KA0667.Click photographs - Photos may exist for this station.
 KA0667
 KA0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0667
 KA0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0667
 KA0667.The ellipsoidal height was determined by GPS observations
 KA0667.and is referenced to NAD 83.
 KA0667
 KA0667.The dynamic height is computed by dividing the NAVD 88
 KA0667.geopotential number by the normal gravity value computed on the
 KA0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0667.degrees latitude (g = 980.6199 gals.).
 KA0667
 KA0667.The modeled gravity was interpolated from observed gravity values.
 KA0667
 KA0667. The following values were computed from the NAD 83(2011) position.
 KA0667
 KA0667;                    North         East     Units Scale Factor Converg.
 KA0667;SPC IN W     -   494,591.608   933,990.436   MT  0.99998089   +0 15 11.5
 KA0667;SPC IN W     - 1,622,672.63  3,064,266.96   sFT  0.99998089   +0 15 11.5
 KA0667;UTM  16      - 4,394,815.013   526,833.893   MT  0.99960886   +0 11 59.8
 KA0667
 KA0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0667!SPC IN W     -   0.99996188  x   0.99998089  =   0.99994277
 KA0667!UTM  16      -   0.99996188  x   0.99960886  =   0.99957075
 KA0667
 KA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2683394815(NAD 83)
 KA0667
 KA0667                          SUPERSEDED SURVEY CONTROL
 KA0667
 KA0667  NGVD 29 (??/??/92)  276.116  (m)          905.89   (f) ADJ UNCH    1 2
 KA0667
 KA0667.Superseded values are not recommended for survey control.
 KA0667
 KA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0667.See file dsdata.pdf to determine how the superseded data were derived.
 KA0667
 KA0667_MARKER: DB = BENCH MARK DISK
 KA0667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0667_SP_SET: HEADWALL
 KA0667_STAMPING: V 121 1946
 KA0667_MARK LOGO: CGS
 KA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0667+STABILITY: SURFACE MOTION
 KA0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0667+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0667
 KA0667  HISTORY     - Date     Condition        Report By
 KA0667  HISTORY     - 1946     MONUMENTED       CGS
 KA0667  HISTORY     - 1985     GOOD             NGS
 KA0667  HISTORY     - 20230206 GOOD             INDOT
 KA0667
 KA0667                          STATION DESCRIPTION
 KA0667
 KA0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0667'0.9 MI SW FROM RENO.
 KA0667'ABOUT 0.9 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0667'THE MAIN NORTH-SOUTH ROAD CROSSING AT RENO, AT THE PUTNAM-HENDRICKS
 KA0667'COUNTY LINE, AT THE CROSSING OF A GRAVEL ROAD, ABOUT MIDWAY
 KA0667'BETWEEN POLES NUMBER 28/43 AND 28/44, ABOUT 110 FEET NORTHWEST
 KA0667'OF SIGNAL NUMBER 28, 96 FEET NORTHEAST OF THE CENTER OF THE GRADE
 KA0667'CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST
 KA0667'BOUND TRACK, 38.5 FEET NORTHWEST OF RAILROAD BRIDGE MARKER 67, 12
 KA0667'FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 3 FEET LOWER
 KA0667'THAN THE LEVEL OF THE CROSSING, IN THE TOP OF THE CENTER OF THE
 KA0667'SOUTHEAST CONCRETE HEADWALL OF A 20-INCH CONCRETE PIPE CULVERT
 KA0667'UNDER THE ROAD.  A STANDARD DISK, STAMPED V 121 1946.
 KA0667
 KA0667                          STATION RECOVERY (1985)
 KA0667
 KA0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0667'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0667'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0667
 KA0667                          STATION RECOVERY (2023)
 KA0667
 KA0667'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0667'THE MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1388 ***********************************************************************
 LB1388  DESIGNATION -  V 122
 LB1388  PID         -  LB1388
 LB1388  STATE/COUNTY-  IN/BENTON
 LB1388  COUNTRY     -  US
 LB1388  USGS QUAD   -  FOWLER (2019)
 LB1388
 LB1388                         *CURRENT SURVEY CONTROL
 LB1388  ______________________________________________________________________
 LB1388* NAD 83(1986) POSITION- 40 36 24.     (N) 087 17 18.     (W)   SCALED
 LB1388* NAVD 88 ORTHO HEIGHT -   247.270 (meters)      811.25  (feet) ADJUSTED
 LB1388  ______________________________________________________________________
 LB1388  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 LB1388  DYNAMIC HEIGHT  -        247.150 (meters)      810.86  (feet) COMP
 LB1388  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 LB1388
 LB1388  VERT ORDER      -  SECOND    CLASS 0
 LB1388
 LB1388.The horizontal coordinates were scaled from a map and have
 LB1388.an estimated accuracy of +/- 6 seconds.
 LB1388
 LB1388.The orthometric height was determined by differential leveling and
 LB1388.adjusted by the NATIONAL GEODETIC SURVEY
 LB1388.in June 1991.
 LB1388
 LB1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1388.GEOID18 height accuracy estimate available here.
 LB1388
 LB1388.Click photographs - Photos may exist for this station.
 LB1388
 LB1388.The dynamic height is computed by dividing the NAVD 88
 LB1388.geopotential number by the normal gravity value computed on the
 LB1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1388.degrees latitude (g = 980.6199 gals.).
 LB1388
 LB1388.The modeled gravity was interpolated from observed gravity values.
 LB1388
 LB1388;                    North         East    Units  Estimated Accuracy
 LB1388;SPC IN W     -   594,900.      882,650.      MT  (+/- 180 meters Scaled)
 LB1388
 LB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK756951(NAD 83)
 LB1388
 LB1388                          SUPERSEDED SURVEY CONTROL
 LB1388
 LB1388  NGVD 29 (??/??/92)  247.327  (m)          811.44   (f) ADJ UNCH    2 0
 LB1388
 LB1388.Superseded values are not recommended for survey control.
 LB1388
 LB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1388.See file dsdata.pdf to determine how the superseded data were derived.
 LB1388
 LB1388_MARKER: DB = BENCH MARK DISK
 LB1388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1388_SP_SET: CULVERT HEADWALL
 LB1388_STAMPING: V 122 1946
 LB1388_MARK LOGO: CGS
 LB1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1388+STABILITY: SURFACE MOTION
 LB1388
 LB1388  HISTORY     - Date     Condition        Report By
 LB1388  HISTORY     - 1946     MONUMENTED       CGS
 LB1388
 LB1388                          STATION DESCRIPTION
 LB1388
 LB1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1388'2 MI SE FROM FOWLER.
 LB1388'ABOUT 2.0 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1388'THE COUNTY COURT HOUSE AT FOWLER, 0.15 MILE WEST OF THE
 LB1388'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, ABOUT 45 YARDS
 LB1388'NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A
 LB1388'LARGE MAPLE GROVE ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE
 LB1388'TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 14-INCH
 LB1388'CORRUGATED STEEL PIPE CULVERT, 21.5 FEET NORTH OF THE CENTER
 LB1388'LINE OF THE HIGHWAY, 15 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LB1388'FENCE LINE, 1 FOOT WEST OF THE EAST END OF THE HEADWALL AND
 LB1388'ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED
 LB1388'V 122 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1334 ***********************************************************************
 LB1334  DESIGNATION -  V 123
 LB1334  PID         -  LB1334
 LB1334  STATE/COUNTY-  IN/NEWTON
 LB1334  COUNTRY     -  US
 LB1334  USGS QUAD   -  WADENA (2019)
 LB1334
 LB1334                         *CURRENT SURVEY CONTROL
 LB1334  ______________________________________________________________________
 LB1334* NAD 83(1986) POSITION- 40 44 12.     (N) 087 16 34.     (W)   SCALED
 LB1334* NAVD 88 ORTHO HEIGHT -   234.072 (meters)      767.95  (feet) ADJUSTED
 LB1334  ______________________________________________________________________
 LB1334  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 LB1334  DYNAMIC HEIGHT  -        233.964 (meters)      767.60  (feet) COMP
 LB1334  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 LB1334
 LB1334  VERT ORDER      -  SECOND    CLASS 0
 LB1334
 LB1334.The horizontal coordinates were scaled from a map and have
 LB1334.an estimated accuracy of +/- 6 seconds.
 LB1334
 LB1334.The orthometric height was determined by differential leveling and
 LB1334.adjusted by the NATIONAL GEODETIC SURVEY
 LB1334.in June 1991.
 LB1334
 LB1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1334.GEOID18 height accuracy estimate available here.
 LB1334
 LB1334.Click photographs - Photos may exist for this station.
 LB1334
 LB1334.The dynamic height is computed by dividing the NAVD 88
 LB1334.geopotential number by the normal gravity value computed on the
 LB1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1334.degrees latitude (g = 980.6199 gals.).
 LB1334
 LB1334.The modeled gravity was interpolated from observed gravity values.
 LB1334
 LB1334;                    North         East    Units  Estimated Accuracy
 LB1334;SPC IN W     -   609,330.      883,720.      MT  (+/- 180 meters Scaled)
 LB1334
 LB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL766095(NAD 83)
 LB1334
 LB1334                          SUPERSEDED SURVEY CONTROL
 LB1334
 LB1334  NGVD 29 (??/??/92)  234.135  (m)          768.16   (f) ADJ UNCH    2 0
 LB1334
 LB1334.Superseded values are not recommended for survey control.
 LB1334
 LB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1334.See file dsdata.pdf to determine how the superseded data were derived.
 LB1334
 LB1334_MARKER: DB = BENCH MARK DISK
 LB1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1334_STAMPING: V 123 1946
 LB1334_MARK LOGO: CGS
 LB1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1334+STABILITY: SURFACE MOTION
 LB1334
 LB1334  HISTORY     - Date     Condition        Report By
 LB1334  HISTORY     - 1946     MONUMENTED       CGS
 LB1334
 LB1334                          STATION DESCRIPTION
 LB1334
 LB1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1334'2.7 MI SE FROM GOODLAND.
 LB1334'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1334'STATION AT GOODLAND, THENCE 1.9 MILE SOUTH ALONG A GRAVEL ROAD,
 LB1334'AT THE JUNCTION WITH THE EAST-WEST GRAVEL ROAD AND THE BENTON-NEWTON
 LB1334'COUNTY LINE, IN THE NORTHEAST CORNER OF THE JUNCTION, ABOUT 100
 LB1334'FEET EAST OF THE CROSSING OF THE ABANDONED CHICAGO, ATTICA AND
 LB1334'SOUTHERN RAILROAD, 69 FEET NORTHEAST AND ACROSS THE COUNTY
 LB1334'LINE ROAD FROM HIGH TENSION POWER POLE NUMBER 725/081, 20 FEET
 LB1334'NORTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 46.5 FEET EAST
 LB1334'OF THE CENTER LINE OF THE ROAD LEADING NORTH TO GOODLAND, 1
 LB1334'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF THE COUNTY
 LB1334'LINE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB1334'LEVEL WITH THE CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED
 LB1334'V 123 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1334'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1212 ***********************************************************************
 LB1212  DESIGNATION -  V 124
 LB1212  PID         -  LB1212
 LB1212  STATE/COUNTY-  IN/BENTON
 LB1212  COUNTRY     -  US
 LB1212  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1212
 LB1212                         *CURRENT SURVEY CONTROL
 LB1212  ______________________________________________________________________
 LB1212* NAD 83(1986) POSITION- 40 43 18.     (N) 087 09 12.     (W)   SCALED
 LB1212* NAVD 88 ORTHO HEIGHT -   228.140 (meters)      748.49  (feet) ADJUSTED
 LB1212  ______________________________________________________________________
 LB1212  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 LB1212  DYNAMIC HEIGHT  -        228.034 (meters)      748.14  (feet) COMP
 LB1212  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 LB1212
 LB1212  VERT ORDER      -  SECOND    CLASS 0
 LB1212
 LB1212.The horizontal coordinates were scaled from a map and have
 LB1212.an estimated accuracy of +/- 6 seconds.
 LB1212
 LB1212.The orthometric height was determined by differential leveling and
 LB1212.adjusted by the NATIONAL GEODETIC SURVEY
 LB1212.in June 1991.
 LB1212
 LB1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1212.GEOID18 height accuracy estimate available here.
 LB1212
 LB1212.Click photographs - Photos may exist for this station.
 LB1212
 LB1212.The dynamic height is computed by dividing the NAVD 88
 LB1212.geopotential number by the normal gravity value computed on the
 LB1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1212.degrees latitude (g = 980.6199 gals.).
 LB1212
 LB1212.The modeled gravity was interpolated from observed gravity values.
 LB1212
 LB1212;                    North         East    Units  Estimated Accuracy
 LB1212;SPC IN W     -   607,650.      894,090.      MT  (+/- 180 meters Scaled)
 LB1212
 LB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870078(NAD 83)
 LB1212
 LB1212                          SUPERSEDED SURVEY CONTROL
 LB1212
 LB1212  NGVD 29 (??/??/92)  228.215  (m)          748.74   (f) ADJ UNCH    2 0
 LB1212
 LB1212.Superseded values are not recommended for survey control.
 LB1212
 LB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1212.See file dsdata.pdf to determine how the superseded data were derived.
 LB1212
 LB1212_MARKER: DB = BENCH MARK DISK
 LB1212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1212_SP_SET: BOX CULVERT HEADWALL
 LB1212_STAMPING: V 124 1946
 LB1212_MARK LOGO: CGS
 LB1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1212+STABILITY: SURFACE MOTION
 LB1212
 LB1212  HISTORY     - Date     Condition        Report By
 LB1212  HISTORY     - 1946     MONUMENTED       CGS
 LB1212
 LB1212                          STATION DESCRIPTION
 LB1212
 LB1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1212'2 MI N FROM GILBOA SCHOOL.
 LB1212'ABOUT 1.95 MILE NORTH OF GILBOA TOWNSHIP SCHOOL, ABOUT 1.0 MILE
 LB1212'SOUTH OF THE JASPER-BENTON COUNTY LINE, AT THE INTERSECTION WITH
 LB1212'AN EAST-WEST GRAVEL ROAD, ABOUT 0.25 MILE SOUTH OF A TWO-STORY
 LB1212'WHITE HOUSE, IN THE SOUTHWEST QUARTER OF THE INTERSECTION, SET
 LB1212'IN THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 6-FOOT BOX
 LB1212'CULVERT UNDER THE NORTH-SOUTH ROAD, 14 FEET WEST OF THE CENTER
 LB1212'LINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE CENTER LINE
 LB1212'OF THE EAST-WEST ROAD, 1 1/2 FOOT SOUTH OF THE NORTH END OF THE
 LB1212'HEADWALL, AND ABOUT 1 FOOT ABOVE THE CENTER OF THE INTERSECTION.
 LB1212'A STANDARD DISK, STAMPED V 124 1946.  MARK MAY BE REACHED FROM
 LB1212'THE PENNSYLVANIA RAILROAD STATION AT REMINGTON BY GOING 0.2 MILE
 LB1212'WEST ALONG THE RAILROAD, THENCE ABOUT 2.6 MILE SOUTH ALONG A
 LB1212'PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1167 ***********************************************************************
 LB1167  DESIGNATION -  V 125
 LB1167  PID         -  LB1167
 LB1167  STATE/COUNTY-  IN/WHITE
 LB1167  COUNTRY     -  US
 LB1167  USGS QUAD   -  BROOKSTON (2019)
 LB1167
 LB1167                         *CURRENT SURVEY CONTROL
 LB1167  ______________________________________________________________________
 LB1167* NAD 83(1986) POSITION- 40 36 44.     (N) 086 52 03.     (W)   SCALED
 LB1167* NAVD 88 ORTHO HEIGHT -   209.081 (meters)      685.96  (feet) ADJUSTED
 LB1167  ______________________________________________________________________
 LB1167  GEOID HEIGHT    -        -33.787 (meters)                     GEOID18
 LB1167  DYNAMIC HEIGHT  -        208.981 (meters)      685.63  (feet) COMP
 LB1167  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 LB1167
 LB1167  VERT ORDER      -  SECOND    CLASS 0
 LB1167
 LB1167.The horizontal coordinates were scaled from a map and have
 LB1167.an estimated accuracy of +/- 6 seconds.
 LB1167
 LB1167.The orthometric height was determined by differential leveling and
 LB1167.adjusted by the NATIONAL GEODETIC SURVEY
 LB1167.in June 1991.
 LB1167
 LB1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1167.GEOID18 height accuracy estimate available here.
 LB1167
 LB1167.Click photographs - Photos may exist for this station.
 LB1167
 LB1167.The dynamic height is computed by dividing the NAVD 88
 LB1167.geopotential number by the normal gravity value computed on the
 LB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1167.degrees latitude (g = 980.6199 gals.).
 LB1167
 LB1167.The modeled gravity was interpolated from observed gravity values.
 LB1167
 LB1167;                    North         East    Units  Estimated Accuracy
 LB1167;SPC IN W     -   595,520.      918,270.      MT  (+/- 180 meters Scaled)
 LB1167
 LB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK112957(NAD 83)
 LB1167
 LB1167                          SUPERSEDED SURVEY CONTROL
 LB1167
 LB1167  NGVD 29 (??/??/92)  209.176  (m)          686.27   (f) ADJ UNCH    2 0
 LB1167
 LB1167.Superseded values are not recommended for survey control.
 LB1167
 LB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1167.See file dsdata.pdf to determine how the superseded data were derived.
 LB1167
 LB1167_MARKER: DB = BENCH MARK DISK
 LB1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1167_SP_SET: CULVERT HEADWALL
 LB1167_STAMPING: V 125 1946
 LB1167_MARK LOGO: CGS
 LB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1167+STABILITY: SURFACE MOTION
 LB1167
 LB1167  HISTORY     - Date     Condition        Report By
 LB1167  HISTORY     - 1946     MONUMENTED       CGS
 LB1167
 LB1167                          STATION DESCRIPTION
 LB1167
 LB1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1167'0.7 MI N FROM BROOKSTON.
 LB1167'0.7 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1167'RAILWAY AND STATE HIGHWAY 43 FROM THE STATION OF BROOKSTON, 0.2
 LB1167'MILE NORTH OF BROOKSTON CITY LIMIT, SET IN THE TOP OF THE SOUTH
 LB1167'END OF THE EAST CONCRETE HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT
 LB1167'UNDER THE HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LB1167'AND 1 FOOT NORTH OF THE SOUTH END OF THE HEADWALL, 2 FEET LOWER
 LB1167'THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED V 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1068 ***********************************************************************
 LB1068  DESIGNATION -  V 126
 LB1068  PID         -  LB1068
 LB1068  STATE/COUNTY-  IN/CASS
 LB1068  COUNTRY     -  US
 LB1068  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1068
 LB1068                         *CURRENT SURVEY CONTROL
 LB1068  ______________________________________________________________________
 LB1068* NAD 83(1986) POSITION- 40 52 04.     (N) 086 33 47.     (W)   SCALED
 LB1068* NAVD 88 ORTHO HEIGHT -   217.850 (meters)      714.73  (feet) ADJUSTED
 LB1068  ______________________________________________________________________
 LB1068  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 LB1068  DYNAMIC HEIGHT  -        217.752 (meters)      714.41  (feet) COMP
 LB1068  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 LB1068
 LB1068  VERT ORDER      -  SECOND    CLASS 0
 LB1068
 LB1068.The horizontal coordinates were scaled from a map and have
 LB1068.an estimated accuracy of +/- 6 seconds.
 LB1068
 LB1068.The orthometric height was determined by differential leveling and
 LB1068.adjusted by the NATIONAL GEODETIC SURVEY
 LB1068.in June 1991.
 LB1068
 LB1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1068.GEOID18 height accuracy estimate available here.
 LB1068
 LB1068.Click photographs - Photos may exist for this station.
 LB1068
 LB1068.The dynamic height is computed by dividing the NAVD 88
 LB1068.geopotential number by the normal gravity value computed on the
 LB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1068.degrees latitude (g = 980.6199 gals.).
 LB1068
 LB1068.The modeled gravity was interpolated from observed gravity values.
 LB1068
 LB1068;                    North         East    Units  Estimated Accuracy
 LB1068;SPC IN E     -   624,260.       24,430.      MT  (+/- 180 meters Scaled)
 LB1068
 LB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL368241(NAD 83)
 LB1068
 LB1068                          SUPERSEDED SURVEY CONTROL
 LB1068
 LB1068  NGVD 29 (??/??/92)  217.960  (m)          715.09   (f) ADJ UNCH    2 0
 LB1068
 LB1068.Superseded values are not recommended for survey control.
 LB1068
 LB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1068.See file dsdata.pdf to determine how the superseded data were derived.
 LB1068
 LB1068_MARKER: DB = BENCH MARK DISK
 LB1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1068_STAMPING: V 126 1946
 LB1068_MARK LOGO: CGS
 LB1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1068+STABILITY: SURFACE MOTION
 LB1068
 LB1068  HISTORY     - Date     Condition        Report By
 LB1068  HISTORY     - 1946     MONUMENTED       CGS
 LB1068
 LB1068                          STATION DESCRIPTION
 LB1068
 LB1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1068'3.3 MI W FROM ROYAL CENTER.
 LB1068'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1068'BUILDING AT ROYAL CENTER, AT THE JUNCTION WITH A GRAVEL ROAD
 LB1068'LEADING NORTHEAST, 210 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 LB1068'FROM THE ENTRANCE TO A CEMETERY, 33.5 FEET NORTHEAST OF THE
 LB1068'NORTHEAST CORNER OF A FARM STORAGE CRIB, 38 FEET SOUTH OF THE
 LB1068'CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE
 LB1068'OF A FARM ROAD LEADING TO THE CRIB, 1 FOOT NORTH OF A FENCE
 LB1068'LINE AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY LEVEL, SET
 LB1068'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1125 ***********************************************************************
 LB1125  DESIGNATION -  V 127
 LB1125  PID         -  LB1125
 LB1125  STATE/COUNTY-  IN/WHITE
 LB1125  COUNTRY     -  US
 LB1125  USGS QUAD   -  IDAVILLE (2019)
 LB1125
 LB1125                         *CURRENT SURVEY CONTROL
 LB1125  ______________________________________________________________________
 LB1125* NAD 83(1986) POSITION- 40 51 15.     (N) 086 44 44.     (W)   SCALED
 LB1125* NAVD 88 ORTHO HEIGHT -   205.721 (meters)      674.94  (feet) ADJUSTED
 LB1125  ______________________________________________________________________
 LB1125  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 LB1125  DYNAMIC HEIGHT  -        205.628 (meters)      674.63  (feet) COMP
 LB1125  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 LB1125
 LB1125  VERT ORDER      -  SECOND    CLASS 0
 LB1125
 LB1125.The horizontal coordinates were scaled from a map and have
 LB1125.an estimated accuracy of +/- 6 seconds.
 LB1125
 LB1125.The orthometric height was determined by differential leveling and
 LB1125.adjusted by the NATIONAL GEODETIC SURVEY
 LB1125.in June 1991.
 LB1125
 LB1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1125.GEOID18 height accuracy estimate available here.
 LB1125
 LB1125.Click photographs - Photos may exist for this station.
 LB1125
 LB1125.The dynamic height is computed by dividing the NAVD 88
 LB1125.geopotential number by the normal gravity value computed on the
 LB1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1125.degrees latitude (g = 980.6199 gals.).
 LB1125
 LB1125.The modeled gravity was interpolated from observed gravity values.
 LB1125
 LB1125;                    North         East    Units  Estimated Accuracy
 LB1125;SPC IN W     -   622,420.      928,480.      MT  (+/- 180 meters Scaled)
 LB1125
 LB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214225(NAD 83)
 LB1125
 LB1125                          SUPERSEDED SURVEY CONTROL
 LB1125
 LB1125  NGVD 29 (??/??/92)  205.837  (m)          675.32   (f) ADJ UNCH    2 0
 LB1125
 LB1125.Superseded values are not recommended for survey control.
 LB1125
 LB1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1125.See file dsdata.pdf to determine how the superseded data were derived.
 LB1125
 LB1125_MARKER: DB = BENCH MARK DISK
 LB1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1125_STAMPING: V 127 1946
 LB1125_MARK LOGO: CGS
 LB1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1125+STABILITY: SURFACE MOTION
 LB1125
 LB1125  HISTORY     - Date     Condition        Report By
 LB1125  HISTORY     - 1946     MONUMENTED       CGS
 LB1125
 LB1125                          STATION DESCRIPTION
 LB1125
 LB1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1125'1.9 MI S FROM BUFFALO.
 LB1125'ABOUT 1.9 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE SCHOOL
 LB1125'BUILDING AT BUFFALO, IN THE SOUTHEAST QUARTER OF A GRAVEL ROAD
 LB1125'INTERSECTION, 78 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB1125'35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHEAST
 LB1125'OF A 24-INCH TREE ON THE EAST RIGHT-OF-WAY, 6.5 FEET SOUTH OF
 LB1125'TELEPHONE POLE 8, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 LB1125'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LB1125'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0428 ***********************************************************************
 HA0428  DESIGNATION -  V 127
 HA0428  PID         -  HA0428
 HA0428  STATE/COUNTY-  IN/SPENCER
 HA0428  COUNTRY     -  US
 HA0428  USGS QUAD   -  TELL CITY (2019)
 HA0428
 HA0428                         *CURRENT SURVEY CONTROL
 HA0428  ______________________________________________________________________
 HA0428* NAD 83(1986) POSITION- 37 59 59.     (N) 086 48 48.     (W)   SCALED
 HA0428* NAVD 88 ORTHO HEIGHT -   122.062 (meters)      400.47  (feet) ADJUSTED
 HA0428  ______________________________________________________________________
 HA0428  GEOID HEIGHT    -        -31.925 (meters)                     GEOID18
 HA0428  DYNAMIC HEIGHT  -        121.977 (meters)      400.19  (feet) COMP
 HA0428  MODELED GRAVITY -    979,933.6   (mgal)                       NAVD 88
 HA0428
 HA0428  VERT ORDER      -  FIRST     CLASS II
 HA0428
 HA0428.The horizontal coordinates were scaled from a map and have
 HA0428.an estimated accuracy of +/- 6 seconds.
 HA0428
 HA0428.The orthometric height was determined by differential leveling and
 HA0428.adjusted by the NATIONAL GEODETIC SURVEY
 HA0428.in June 1991.
 HA0428
 HA0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0428.GEOID18 height accuracy estimate available here.
 HA0428
 HA0428.Click photographs - Photos may exist for this station.
 HA0428
 HA0428.The dynamic height is computed by dividing the NAVD 88
 HA0428.geopotential number by the normal gravity value computed on the
 HA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0428.degrees latitude (g = 980.6199 gals.).
 HA0428
 HA0428.The modeled gravity was interpolated from observed gravity values.
 HA0428
 HA0428;                    North         East    Units  Estimated Accuracy
 HA0428;SPC IN W     -   305,500.      923,710.      MT  (+/- 180 meters Scaled)
 HA0428
 HA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH163058(NAD 83)
 HA0428
 HA0428                          SUPERSEDED SURVEY CONTROL
 HA0428
 HA0428  NGVD 29 (??/??/92)  122.170  (m)          400.82   (f) ADJ UNCH    1 2
 HA0428
 HA0428.Superseded values are not recommended for survey control.
 HA0428
 HA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0428.See file dsdata.pdf to determine how the superseded data were derived.
 HA0428
 HA0428_MARKER: DD = SURVEY DISK
 HA0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0428_SP_SET: BRIDGE
 HA0428_STAMPING: V 127 SPR
 HA0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0428
 HA0428  HISTORY     - Date     Condition        Report By
 HA0428  HISTORY     - UNK      MONUMENTED       INHD
 HA0428  HISTORY     - 1965     GOOD             CGS
 HA0428
 HA0428                          STATION DESCRIPTION
 HA0428
 HA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0428'0.6 MI NW FROM TROY.
 HA0428'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE ST.
 HA0428'PIUS CATHOLIC CHURCH AT TROY, IN SECTION 14, T 6 S, R 3 W, 18
 HA0428'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HA0428'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURBING OF A
 HA0428'BRIDGE OVER THE ANDERSON RIVER, ABOUT 1 FOOT ABOVE THE LEVEL
 HA0428'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0138 ***********************************************************************
 LB0138  DESIGNATION -  V 128
 LB0138  PID         -  LB0138
 LB0138  STATE/COUNTY-  IN/CASS
 LB0138  COUNTRY     -  US
 LB0138  USGS QUAD   -  LUCERNE (2019)
 LB0138
 LB0138                         *CURRENT SURVEY CONTROL
 LB0138  ______________________________________________________________________
 LB0138* NAD 83(1986) POSITION- 40 49 43.     (N) 086 29 15.     (W)   SCALED
 LB0138* NAVD 88 ORTHO HEIGHT -   225.012 (meters)      738.23  (feet) ADJUSTED
 LB0138  ______________________________________________________________________
 LB0138  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LB0138  DYNAMIC HEIGHT  -        224.909 (meters)      737.89  (feet) COMP
 LB0138  MODELED GRAVITY -    980,161.4   (mgal)                       NAVD 88
 LB0138
 LB0138  VERT ORDER      -  SECOND    CLASS 0
 LB0138
 LB0138.The horizontal coordinates were scaled from a map and have
 LB0138.an estimated accuracy of +/- 6 seconds.
 LB0138
 LB0138.The orthometric height was determined by differential leveling and
 LB0138.adjusted by the NATIONAL GEODETIC SURVEY
 LB0138.in June 1991.
 LB0138
 LB0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0138.GEOID18 height accuracy estimate available here.
 LB0138
 LB0138.Click photographs - Photos may exist for this station.
 LB0138
 LB0138.The dynamic height is computed by dividing the NAVD 88
 LB0138.geopotential number by the normal gravity value computed on the
 LB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0138.degrees latitude (g = 980.6199 gals.).
 LB0138
 LB0138.The modeled gravity was interpolated from observed gravity values.
 LB0138
 LB0138;                    North         East    Units  Estimated Accuracy
 LB0138;SPC IN E     -   619,850.       30,760.      MT  (+/- 180 meters Scaled)
 LB0138
 LB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL432198(NAD 83)
 LB0138
 LB0138                          SUPERSEDED SURVEY CONTROL
 LB0138
 LB0138  NGVD 29 (??/??/92)  225.123  (m)          738.59   (f) ADJ UNCH    2 0
 LB0138
 LB0138.Superseded values are not recommended for survey control.
 LB0138
 LB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0138.See file dsdata.pdf to determine how the superseded data were derived.
 LB0138
 LB0138_MARKER: DB = BENCH MARK DISK
 LB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0138_STAMPING: V 128 1946
 LB0138_MARK LOGO: CGS
 LB0138_PROJECTION: RECESSED 2 CENTIMETERS
 LB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0138+STABILITY: SURFACE MOTION
 LB0138
 LB0138  HISTORY     - Date     Condition        Report By
 LB0138  HISTORY     - 1946     MONUMENTED       CGS
 LB0138  HISTORY     - 20170206 POOR             INDOT
 LB0138
 LB0138                          STATION DESCRIPTION
 LB0138
 LB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0138'2.8 MI S FROM ROYAL CENTER.
 LB0138'ABOUT 1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB0138'BUILDING AT ROYAL CENTER, THENCE 1.75 MILE SOUTH ALONG A GRAVEL
 LB0138'ROAD, 0.4 MILE NORTH OF AN EAST-WEST CROSS ROAD, 0.35 MILE
 LB0138'SOUTH OF THE JUNCTION WITH A ROAD LEADING EAST, 18 FEET WEST OF
 LB0138'THE CENTER LINE OF THE ROAD, 25 FEET SOUTHEAST OF A TWIN-TRUNKED
 LB0138'HICKORY TREE, 23 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD
 LB0138'LEADING WEST THROUGH A GATE, 3 FEET NORTH OF A TELEPHONE POLE,
 LB0138'1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 LB0138'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB0138
 LB0138                          STATION RECOVERY (2017)
 LB0138
 LB0138'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DM)
 LB0138'RECOVERED AS DESCRIBED. CONCRETE POST HAS BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1152 ***********************************************************************
 LB1152  DESIGNATION -  V 129
 LB1152  PID         -  LB1152
 LB1152  STATE/COUNTY-  IN/PULASKI
 LB1152  COUNTRY     -  US
 LB1152  USGS QUAD   -  BUFFALO (2019)
 LB1152
 LB1152                         *CURRENT SURVEY CONTROL
 LB1152  ______________________________________________________________________
 LB1152* NAD 83(1986) POSITION- 40 58 12.     (N) 086 38 47.     (W)   SCALED
 LB1152* NAVD 88 ORTHO HEIGHT -   211.594 (meters)      694.20  (feet) ADJUSTED
 LB1152  ______________________________________________________________________
 LB1152  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 LB1152  DYNAMIC HEIGHT  -        211.502 (meters)      693.90  (feet) COMP
 LB1152  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 LB1152
 LB1152  VERT ORDER      -  SECOND    CLASS 0
 LB1152
 LB1152.The horizontal coordinates were scaled from a map and have
 LB1152.an estimated accuracy of +/- 6 seconds.
 LB1152
 LB1152.The orthometric height was determined by differential leveling and
 LB1152.adjusted by the NATIONAL GEODETIC SURVEY
 LB1152.in June 1991.
 LB1152
 LB1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1152.GEOID18 height accuracy estimate available here.
 LB1152
 LB1152.Click photographs - Photos may exist for this station.
 LB1152
 LB1152.The dynamic height is computed by dividing the NAVD 88
 LB1152.geopotential number by the normal gravity value computed on the
 LB1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1152.degrees latitude (g = 980.6199 gals.).
 LB1152
 LB1152.The modeled gravity was interpolated from observed gravity values.
 LB1152
 LB1152;                    North         East    Units  Estimated Accuracy
 LB1152;SPC IN W     -   635,320.      936,780.      MT  (+/- 180 meters Scaled)
 LB1152
 LB1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL297354(NAD 83)
 LB1152
 LB1152                          SUPERSEDED SURVEY CONTROL
 LB1152
 LB1152  NGVD 29 (??/??/92)  211.700  (m)          694.55   (f) ADJ UNCH    2 0
 LB1152
 LB1152.Superseded values are not recommended for survey control.
 LB1152
 LB1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1152.See file dsdata.pdf to determine how the superseded data were derived.
 LB1152
 LB1152_MARKER: DB = BENCH MARK DISK
 LB1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1152_STAMPING: V 129 1946
 LB1152_MARK LOGO: CGS
 LB1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1152+STABILITY: SURFACE MOTION
 LB1152
 LB1152  HISTORY     - Date     Condition        Report By
 LB1152  HISTORY     - 1946     MONUMENTED       CGS
 LB1152  HISTORY     - 1971     GOOD             NGS
 LB1152
 LB1152                          STATION DESCRIPTION
 LB1152
 LB1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1152'0.6 MI E FROM PULASKI.
 LB1152'ABOUT 0.65 MILE EAST ALONG A PAVED ROAD FROM ST. JOSEPH CHURCH
 LB1152'AT PULASKI, ABOUT 1.0 MILE EAST OF THE SCHOOL BUILDING, ABOUT
 LB1152'0.3 MILE WEST OF A GRAVEL ROAD LEADING SOUTH, 50 YARDS NORTH OF
 LB1152'A SMALL CORN CRIB, AT A T FENCE CORNER ON THE SOUTH SIDE OF THE
 LB1152'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 LB1152'SOUTH OF THE T FENCE CORNER AND THE EAST GATE POST AT A FIELD
 LB1152'ENTRANCE GATE, 12 FEET NORTH OF A WELL PUMP, 2 FEET WEST OF THE
 LB1152'NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN
 LB1152'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 LB1152
 LB1152                          STATION RECOVERY (1971)
 LB1152
 LB1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LB1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0724 ***********************************************************************
 ME0724  DESIGNATION -  V 130
 ME0724  PID         -  ME0724
 ME0724  STATE/COUNTY-  IN/PULASKI
 ME0724  COUNTRY     -  US
 ME0724  USGS QUAD   -  WINAMAC (2019)
 ME0724
 ME0724                         *CURRENT SURVEY CONTROL
 ME0724  ______________________________________________________________________
 ME0724* NAD 83(1986) POSITION- 41 01 55.     (N) 086 35 28.     (W)   SCALED
 ME0724* NAVD 88 ORTHO HEIGHT -   214.745 (meters)      704.54  (feet) ADJUSTED
 ME0724  ______________________________________________________________________
 ME0724  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME0724  DYNAMIC HEIGHT  -        214.652 (meters)      704.24  (feet) COMP
 ME0724  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 ME0724
 ME0724  VERT ORDER      -  SECOND    CLASS 0
 ME0724
 ME0724.The horizontal coordinates were scaled from a map and have
 ME0724.an estimated accuracy of +/- 6 seconds.
 ME0724
 ME0724.The orthometric height was determined by differential leveling and
 ME0724.adjusted by the NATIONAL GEODETIC SURVEY
 ME0724.in June 1991.
 ME0724
 ME0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0724.GEOID18 height accuracy estimate available here.
 ME0724
 ME0724.Click photographs - Photos may exist for this station.
 ME0724
 ME0724.The dynamic height is computed by dividing the NAVD 88
 ME0724.geopotential number by the normal gravity value computed on the
 ME0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0724.degrees latitude (g = 980.6199 gals.).
 ME0724
 ME0724.The modeled gravity was interpolated from observed gravity values.
 ME0724
 ME0724;                    North         East    Units  Estimated Accuracy
 ME0724;SPC IN W     -   642,220.      941,390.      MT  (+/- 180 meters Scaled)
 ME0724
 ME0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL343423(NAD 83)
 ME0724
 ME0724                          SUPERSEDED SURVEY CONTROL
 ME0724
 ME0724  NGVD 29 (??/??/92)  214.861  (m)          704.92   (f) ADJ UNCH    2 0
 ME0724
 ME0724.Superseded values are not recommended for survey control.
 ME0724
 ME0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0724.See file dsdata.pdf to determine how the superseded data were derived.
 ME0724
 ME0724_MARKER: DB = BENCH MARK DISK
 ME0724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0724_SP_SET: CULVERT HEADWALL
 ME0724_STAMPING: V 130 1946
 ME0724_MARK LOGO: CGS
 ME0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0724+STABILITY: SURFACE MOTION
 ME0724
 ME0724  HISTORY     - Date     Condition        Report By
 ME0724  HISTORY     - 1946     MONUMENTED       CGS
 ME0724
 ME0724                          STATION DESCRIPTION
 ME0724
 ME0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0724'1.5 MI SE FROM STAR CITY.
 ME0724'ABOUT 1.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0724'HOUSE AT WINAMAC, ABOUT 0.2 MILE SOUTHEAST OF THE INTERSECTION
 ME0724'WITH A NORTH-SOUTH ROAD, SET IN THE TOP OF THE SOUTHEAST END OF
 ME0724'THE NORTHEAST CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE
 ME0724'CULVERT NUMBER 20, ABOUT 120 YARDS SOUTHEAST OF PENNSYLVANIA
 ME0724'RAILROAD MILEPOST 221, 22 FEET NORTHEAST OF THE CENTER LINE OF
 ME0724'THE HIGHWAY, 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 ME0724'HEADWALL AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0735 ***********************************************************************
 ME0735  DESIGNATION -  V 131
 ME0735  PID         -  ME0735
 ME0735  STATE/COUNTY-  IN/PULASKI
 ME0735  COUNTRY     -  US
 ME0735  USGS QUAD   -  BASS LAKE (2019)
 ME0735
 ME0735                         *CURRENT SURVEY CONTROL
 ME0735  ______________________________________________________________________
 ME0735* NAD 83(1986) POSITION- 41 09 05.     (N) 086 36 09.     (W)   SCALED
 ME0735* NAVD 88 ORTHO HEIGHT -   217.453 (meters)      713.43  (feet) ADJUSTED
 ME0735  ______________________________________________________________________
 ME0735  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 ME0735  DYNAMIC HEIGHT  -        217.361 (meters)      713.13  (feet) COMP
 ME0735  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 ME0735
 ME0735  VERT ORDER      -  SECOND    CLASS 0
 ME0735
 ME0735.The horizontal coordinates were scaled from a map and have
 ME0735.an estimated accuracy of +/- 6 seconds.
 ME0735
 ME0735.The orthometric height was determined by differential leveling and
 ME0735.adjusted by the NATIONAL GEODETIC SURVEY
 ME0735.in June 1991.
 ME0735
 ME0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0735.GEOID18 height accuracy estimate available here.
 ME0735
 ME0735.Click photographs - Photos may exist for this station.
 ME0735
 ME0735.The dynamic height is computed by dividing the NAVD 88
 ME0735.geopotential number by the normal gravity value computed on the
 ME0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0735.degrees latitude (g = 980.6199 gals.).
 ME0735
 ME0735.The modeled gravity was interpolated from observed gravity values.
 ME0735
 ME0735;                    North         East    Units  Estimated Accuracy
 ME0735;SPC IN W     -   655,480.      940,360.      MT  (+/- 180 meters Scaled)
 ME0735
 ME0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333556(NAD 83)
 ME0735
 ME0735                          SUPERSEDED SURVEY CONTROL
 ME0735
 ME0735  NGVD 29 (??/??/92)  217.568  (m)          713.80   (f) ADJ UNCH    2 0
 ME0735
 ME0735.Superseded values are not recommended for survey control.
 ME0735
 ME0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0735.See file dsdata.pdf to determine how the superseded data were derived.
 ME0735
 ME0735_MARKER: DB = BENCH MARK DISK
 ME0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0735_STAMPING: V 131 1946
 ME0735_MARK LOGO: CGS
 ME0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0735+STABILITY: SURFACE MOTION
 ME0735
 ME0735  HISTORY     - Date     Condition        Report By
 ME0735  HISTORY     - 1946     MONUMENTED       CGS
 ME0735  HISTORY     - 1972     GOOD             NGS
 ME0735
 ME0735                          STATION DESCRIPTION
 ME0735
 ME0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0735'1.1 MI N FROM BEARDSTOWN.
 ME0735'ABOUT 1.1 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 ME0735'AND OHIO RAILWAY CROSSING AT BEARDSTOWN, ABOUT 0.4 MILE SOUTH
 ME0735'OF THE INTERSECTION WITH A GRAVEL ROAD LEADING EAST AND A PAVED
 ME0735'ROAD LEADING WEST AND THE BETHEL FRANKLIN M.E. CHURCH, ACROSS
 ME0735'THE HIGHWAY FROM A ROADSIDE TABLE, 91 FEET SOUTHWEST OF A LONE
 ME0735'20-INCH OAK TREE ON THE WEST RIGHT-OF-WAY, 41 FEET NORTH OF
 ME0735'TELEPHONE POLE NUMBER 4, 1 FOOT EAST OF A FENCE LINE, 50 FEET
 ME0735'WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE
 ME0735'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 ME0735'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE TELEPHONE
 ME0735'POLE IS GONE AND THE MARK IS 1 FOOT EAST OF A METAL WITNESS
 ME0735'POST.
 ME0735
 ME0735                          STATION RECOVERY (1972)
 ME0735
 ME0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0648 ***********************************************************************
 ME0648  DESIGNATION -  V 132
 ME0648  PID         -  ME0648
 ME0648  STATE/COUNTY-  IN/STARKE
 ME0648  COUNTRY     -  US
 ME0648  USGS QUAD   -  BASS LAKE (2019)
 ME0648
 ME0648                         *CURRENT SURVEY CONTROL
 ME0648  ______________________________________________________________________
 ME0648* NAD 83(1986) POSITION- 41 13 19.     (N) 086 34 37.     (W)   SCALED
 ME0648* NAVD 88 ORTHO HEIGHT -   217.901 (meters)      714.90  (feet) ADJUSTED
 ME0648  ______________________________________________________________________
 ME0648  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 ME0648  DYNAMIC HEIGHT  -        217.811 (meters)      714.60  (feet) COMP
 ME0648  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 ME0648
 ME0648  VERT ORDER      -  SECOND    CLASS 0
 ME0648
 ME0648.The horizontal coordinates were scaled from a map and have
 ME0648.an estimated accuracy of +/- 6 seconds.
 ME0648
 ME0648.The orthometric height was determined by differential leveling and
 ME0648.adjusted by the NATIONAL GEODETIC SURVEY
 ME0648.in June 1991.
 ME0648
 ME0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0648.GEOID18 height accuracy estimate available here.
 ME0648
 ME0648.Click photographs - Photos may exist for this station.
 ME0648
 ME0648.The dynamic height is computed by dividing the NAVD 88
 ME0648.geopotential number by the normal gravity value computed on the
 ME0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0648.degrees latitude (g = 980.6199 gals.).
 ME0648
 ME0648.The modeled gravity was interpolated from observed gravity values.
 ME0648
 ME0648;                    North         East    Units  Estimated Accuracy
 ME0648;SPC IN W     -   663,330.      942,460.      MT  (+/- 180 meters Scaled)
 ME0648
 ME0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL354634(NAD 83)
 ME0648
 ME0648                          SUPERSEDED SURVEY CONTROL
 ME0648
 ME0648  NGVD 29 (??/??/92)  218.017  (m)          715.28   (f) ADJ UNCH    2 0
 ME0648
 ME0648.Superseded values are not recommended for survey control.
 ME0648
 ME0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0648.See file dsdata.pdf to determine how the superseded data were derived.
 ME0648
 ME0648_MARKER: DB = BENCH MARK DISK
 ME0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0648_STAMPING: V 132 1946
 ME0648_MARK LOGO: CGS
 ME0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0648+STABILITY: SURFACE MOTION
 ME0648
 ME0648  HISTORY     - Date     Condition        Report By
 ME0648  HISTORY     - 1946     MONUMENTED       CGS
 ME0648  HISTORY     - 1988     GOOD             USPSQD
 ME0648  HISTORY     - 1989     GOOD             USPSQD
 ME0648
 ME0648                          STATION DESCRIPTION
 ME0648
 ME0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0648'1.8 MI E FROM BASS LAKE.
 ME0648'ABOUT 1.85 MILE EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0648'WITH U.S. HIGHWAY 35 AT BASS LAKE, ABOUT 0.2 MILE NORTHEAST OF
 ME0648'THE ENTRANCE TO BASS LAKE STATE PARK, 32 FEET NORTHWEST OF THE
 ME0648'CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF A 6-INCH BIRCH
 ME0648'TREE 71 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE
 ME0648'NUMBER 252-581, 31 FEET EAST OF A TWIN-TRUNKED BIRCH TREE, 1
 ME0648'FOOT SOUTHEAST OF THE STATE PARK FENCE LINE, ABOUT LEVEL WITH
 ME0648'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0648'6 INCHES.
 ME0648
 ME0648                          STATION RECOVERY (1988)
 ME0648
 ME0648'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0648'RECOVERED IN GOOD CONDITION.
 ME0648
 ME0648                          STATION RECOVERY (1989)
 ME0648
 ME0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (AHM)
 ME0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0652 ***********************************************************************
 ME0652  DESIGNATION -  V 133
 ME0652  PID         -  ME0652
 ME0652  STATE/COUNTY-  IN/STARKE
 ME0652  COUNTRY     -  US
 ME0652  USGS QUAD   -  BASS LAKE (2019)
 ME0652
 ME0652                         *CURRENT SURVEY CONTROL
 ME0652  ______________________________________________________________________
 ME0652* NAD 83(1986) POSITION- 41 13 47.     (N) 086 31 27.     (W)   SCALED
 ME0652* NAVD 88 ORTHO HEIGHT -   220.487 (meters)      723.38  (feet) ADJUSTED
 ME0652  ______________________________________________________________________
 ME0652  GEOID HEIGHT    -        -33.738 (meters)                     GEOID18
 ME0652  DYNAMIC HEIGHT  -        220.395 (meters)      723.08  (feet) COMP
 ME0652  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 ME0652
 ME0652  VERT ORDER      -  SECOND    CLASS 0
 ME0652
 ME0652.The horizontal coordinates were scaled from a map and have
 ME0652.an estimated accuracy of +/- 6 seconds.
 ME0652
 ME0652.The orthometric height was determined by differential leveling and
 ME0652.adjusted by the NATIONAL GEODETIC SURVEY
 ME0652.in June 1991.
 ME0652
 ME0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0652.GEOID18 height accuracy estimate available here.
 ME0652
 ME0652.Click photographs - Photos may exist for this station.
 ME0652
 ME0652.The dynamic height is computed by dividing the NAVD 88
 ME0652.geopotential number by the normal gravity value computed on the
 ME0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0652.degrees latitude (g = 980.6199 gals.).
 ME0652
 ME0652.The modeled gravity was interpolated from observed gravity values.
 ME0652
 ME0652;                    North         East    Units  Estimated Accuracy
 ME0652;SPC IN W     -   664,220.      946,880.      MT  (+/- 180 meters Scaled)
 ME0652
 ME0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398643(NAD 83)
 ME0652
 ME0652                          SUPERSEDED SURVEY CONTROL
 ME0652
 ME0652  NGVD 29 (??/??/92)  220.605  (m)          723.77   (f) ADJ UNCH    2 0
 ME0652
 ME0652.Superseded values are not recommended for survey control.
 ME0652
 ME0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0652.See file dsdata.pdf to determine how the superseded data were derived.
 ME0652
 ME0652_MARKER: DB = BENCH MARK DISK
 ME0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0652_SP_SET: BRIDGE
 ME0652_STAMPING: V 133 1946
 ME0652_MARK LOGO: CGS
 ME0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0652
 ME0652  HISTORY     - Date     Condition        Report By
 ME0652  HISTORY     - 1946     MONUMENTED       CGS
 ME0652  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0652  HISTORY     - 20110624 MARK NOT FOUND   GEOCAC
 ME0652  HISTORY     - 20180711 MARK NOT FOUND   INDOT
 ME0652
 ME0652                          STATION DESCRIPTION
 ME0652
 ME0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0652'5.2 MI E FROM BASS LAKE.
 ME0652'ABOUT 5.15 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0652'WITH U.S. HIGHWAY 35 AT BASS LAKE, AT THE INTERSECTION WITH A
 ME0652'NORTH-SOUTH ROAD THAT LEADS NORTH TO OBER, 2.0 MILE SOUTH OF THE
 ME0652'SCHOOL BUILDING AT OBER, IN THE NORTHEAST QUARTER OF THE
 ME0652'INTERSECTION, SET IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL
 ME0652'OF A BRIDGE OVER A DRAINAGE DITCH PARALLELING THE NORTH-SOUTH
 ME0652'ROAD, 23 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 12 FEET
 ME0652'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 ME0652'INTERSECTION.
 ME0652
 ME0652                          STATION RECOVERY (1989)
 ME0652
 ME0652'RECOVERY NOTE BY US POWER SQUADRON 1989 (CLM)
 ME0652'MARK NOT FOUND.
 ME0652
 ME0652                          STATION RECOVERY (2011)
 ME0652
 ME0652'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0652'MARK NOT FOUND.
 ME0652
 ME0652                          STATION RECOVERY (2018)
 ME0652
 ME0652'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DLF)
 ME0652'MARK HAS BEEN DESTROYED.  BRIDGE STRUCTURE HAS BEEN REPLACED WITH A
 ME0652'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1277 ***********************************************************************
 MD1277  DESIGNATION -  V 134
 MD1277  PID         -  MD1277
 MD1277  STATE/COUNTY-  IN/KOSCIUSKO
 MD1277  COUNTRY     -  US
 MD1277  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1277
 MD1277                         *CURRENT SURVEY CONTROL
 MD1277  ______________________________________________________________________
 MD1277* NAD 83(1986) POSITION- 41 06 57.80   (N) 085 47 49.67   (W)   HD_HELD1
 MD1277* NAVD 88 ORTHO HEIGHT -   280.722 (meters)      921.00  (feet) ADJUSTED
 MD1277  ______________________________________________________________________
 MD1277  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 MD1277  DYNAMIC HEIGHT  -        280.599 (meters)      920.60  (feet) COMP
 MD1277  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 MD1277
 MD1277  VERT ORDER      -  SECOND    CLASS 0
 MD1277
 MD1277.The horizontal coordinates were determined by differentially corrected
 MD1277.hand held GPS observations or other comparable positioning techniques
 MD1277.and have an estimated accuracy of +/- 3 meters.
 MD1277
 MD1277.The orthometric height was determined by differential leveling and
 MD1277.adjusted by the NATIONAL GEODETIC SURVEY
 MD1277.in June 1991.
 MD1277
 MD1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1277.GEOID18 height accuracy estimate available here.
 MD1277
 MD1277.Click photographs - Photos may exist for this station.
 MD1277
 MD1277.The dynamic height is computed by dividing the NAVD 88
 MD1277.geopotential number by the normal gravity value computed on the
 MD1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1277.degrees latitude (g = 980.6199 gals.).
 MD1277
 MD1277.The modeled gravity was interpolated from observed gravity values.
 MD1277
 MD1277;                    North         East    Units  Estimated Accuracy
 MD1277;SPC IN E     -   651,454.5      89,043.0     MT  (+/- 3 meters HH1 GPS) 
 MD1277
 MD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0098652337(NAD 83)
 MD1277
 MD1277                          SUPERSEDED SURVEY CONTROL
 MD1277
 MD1277  NGVD 29 (??/??/92)  280.849  (m)          921.42   (f) ADJ UNCH    2 0
 MD1277
 MD1277.Superseded values are not recommended for survey control.
 MD1277
 MD1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1277.See file dsdata.pdf to determine how the superseded data were derived.
 MD1277
 MD1277_MARKER: DB = BENCH MARK DISK
 MD1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1277_STAMPING: V 134 1946
 MD1277_MARK LOGO: CGS
 MD1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1277+STABILITY: SURFACE MOTION
 MD1277
 MD1277  HISTORY     - Date     Condition        Report By
 MD1277  HISTORY     - 1946     MONUMENTED       CGS
 MD1277  HISTORY     - 1990     GOOD             USPSQD
 MD1277  HISTORY     - 20180202 MARK NOT FOUND   INDOT
 MD1277
 MD1277                          STATION DESCRIPTION
 MD1277
 MD1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1277'AT PACKERTON.
 MD1277'AT PACKERTON, IN THE SOUTHEAST QUARTER OF THE CROSS ROADS, 65
 MD1277'FEET SOUTHEAST AND ACROSS THE EAST-WEST ROAD FROM A POWER POLE
 MD1277'WITH A TRANSFORMER, 60 FEET EAST OF THE CENTER LINE OF THE
 MD1277'NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE
 MD1277'EAST-WEST ROAD, 5 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN
 MD1277'ABANDONED FRAME HATCHERY BUILDING, ABOUT LEVEL WITH THE CENTER
 MD1277'OF THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 MD1277'PROJECTING ABOUT 6 INCHES.
 MD1277
 MD1277                          STATION RECOVERY (1990)
 MD1277
 MD1277'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1277'RECOVERED IN GOOD CONDITION.
 MD1277
 MD1277                          STATION RECOVERY (2018)
 MD1277
 MD1277'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 MD1277'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1306 ***********************************************************************
 MD1306  DESIGNATION -  V 135 RESET
 MD1306  PID         -  MD1306
 MD1306  STATE/COUNTY-  IN/HUNTINGTON
 MD1306  COUNTRY     -  US
 MD1306  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1306
 MD1306                         *CURRENT SURVEY CONTROL
 MD1306  ______________________________________________________________________
 MD1306* NAD 83(1986) POSITION- 41 00 08.     (N) 085 36 37.     (W)   SCALED
 MD1306* NAVD 88 ORTHO HEIGHT -   266.68  (meters)      874.9   (feet) RESET
 MD1306  ______________________________________________________________________
 MD1306  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 MD1306  VERT ORDER      -  THIRD
 MD1306
 MD1306.The horizontal coordinates were scaled from a map and have
 MD1306.an estimated accuracy of +/- 6 seconds.
 MD1306
 MD1306.The orthometric height was computed from unverified reset data.
 MD1306
 MD1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1306.GEOID18 height accuracy estimate available here.
 MD1306
 MD1306.Click photographs - Photos may exist for this station.
 MD1306
 MD1306;                    North         East    Units  Estimated Accuracy
 MD1306;SPC IN E     -   638,810.      104,740.      MT  (+/- 180 meters Scaled)
 MD1306
 MD1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL168399(NAD 83)
 MD1306
 MD1306                          SUPERSEDED SURVEY CONTROL
 MD1306
 MD1306.No superseded survey control is available for this station.
 MD1306
 MD1306_MARKER: DB = BENCH MARK DISK
 MD1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1306_STAMPING: V 135 1946 RESET 1966
 MD1306_MARK LOGO: CGS
 MD1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1306+STABILITY: SURFACE MOTION
 MD1306
 MD1306  HISTORY     - Date     Condition        Report By
 MD1306  HISTORY     - 1966     MONUMENTED       CGS
 MD1306
 MD1306                          STATION DESCRIPTION
 MD1306
 MD1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1306'2 MI W FROM LUTHER.
 MD1306'THE MARK IS 1.95 MILES WEST ALONG STATE ROUTE 114 FROM THE
 MD1306'INTERSECTION OF STATE ROUTE 5 AT LUTHER, 0.75 MILE EAST OF THE
 MD1306'INTERSECTION OF STATE ROUTES 105 AND 114, AND IN THE SOUTHWEST
 MD1306'ANGLE OF THE T INTERSECTION OF STATE ROUTE 114 AND GRAVELED ROAD
 MD1306'800 N.  IT IS 119 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 MD1306'ROUTE 114, 18 FEET WEST OF THE APPROXIMATE CENTER OF ROAD 800 N,
 MD1306'1.6 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 1.5 FEET
 MD1306'WEST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 MD1306'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND
 MD1306'THE DISK IS STAMPED V 135 1946 RESET 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1177 ***********************************************************************
 ME1177  DESIGNATION -  V 136
 ME1177  PID         -  ME1177
 ME1177  STATE/COUNTY-  IN/LAKE
 ME1177  COUNTRY     -  US
 ME1177  USGS QUAD   -  CROWN POINT (2019)
 ME1177
 ME1177                         *CURRENT SURVEY CONTROL
 ME1177  ______________________________________________________________________
 ME1177* NAD 83(1986) POSITION- 41 24 27.23   (N) 087 21 17.45   (W)   HD_HELD1
 ME1177* NAVD 88 ORTHO HEIGHT -   226.116 (meters)      741.85  (feet) ADJUSTED
 ME1177  ______________________________________________________________________
 ME1177  GEOID HEIGHT    -        -33.622 (meters)                     GEOID18
 ME1177  DYNAMIC HEIGHT  -        226.025 (meters)      741.55  (feet) COMP
 ME1177  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 ME1177
 ME1177  VERT ORDER      -  SECOND    CLASS 0
 ME1177
 ME1177.The horizontal coordinates were determined by differentially corrected
 ME1177.hand held GPS observations or other comparable positioning techniques
 ME1177.and have an estimated accuracy of +/- 3 meters.
 ME1177
 ME1177.The orthometric height was determined by differential leveling and
 ME1177.adjusted by the NATIONAL GEODETIC SURVEY
 ME1177.in June 1991.
 ME1177
 ME1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1177.GEOID18 height accuracy estimate available here.
 ME1177
 ME1177.Click photographs - Photos may exist for this station.
 ME1177
 ME1177.The dynamic height is computed by dividing the NAVD 88
 ME1177.geopotential number by the normal gravity value computed on the
 ME1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1177.degrees latitude (g = 980.6199 gals.).
 ME1177
 ME1177.The modeled gravity was interpolated from observed gravity values.
 ME1177
 ME1177;                    North         East    Units  Estimated Accuracy
 ME1177;SPC IN W     -   683,855.4     877,298.2     MT  (+/- 3 meters HH1 GPS) 
 ME1177
 ME1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7034184062(NAD 83)
 ME1177
 ME1177                          SUPERSEDED SURVEY CONTROL
 ME1177
 ME1177  NGVD 29 (??/??/92)  226.204  (m)          742.14   (f) ADJ UNCH    2 0
 ME1177
 ME1177.Superseded values are not recommended for survey control.
 ME1177
 ME1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1177.See file dsdata.pdf to determine how the superseded data were derived.
 ME1177
 ME1177_MARKER: DB = BENCH MARK DISK
 ME1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1177_STAMPING: V 136 1946
 ME1177_MARK LOGO: CGS
 ME1177_PROJECTION: FLUSH
 ME1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1177+STABILITY: SURFACE MOTION
 ME1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1177+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2017
 ME1177
 ME1177  HISTORY     - Date     Condition        Report By
 ME1177  HISTORY     - 1946     MONUMENTED       CGS
 ME1177  HISTORY     - 1968     GOOD             CGS
 ME1177  HISTORY     - 20040324 GOOD             USI
 ME1177  HISTORY     - 20070804 GOOD             GEOCAC
 ME1177  HISTORY     - 20090906 GOOD             INDNR
 ME1177  HISTORY     - 20130801 GOOD             INDOT
 ME1177  HISTORY     - 20170112 GOOD             INDOT
 ME1177
 ME1177                          STATION DESCRIPTION
 ME1177
 ME1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1177'1 MI SE FROM CROWN POINT.
 ME1177'ABOUT 1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COURT
 ME1177'HOUSE AT CROWN POINT, AT THE T JUNCTION OF A PAVED ROAD (WELLS
 ME1177'STREET) LEADING WEST ALONG THE SOUTH EDGE OF THE CROWN POINT
 ME1177'CEMETERY, ABOUT 175 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 ME1177'THE CROWN POINT CITY LIMIT SIGN, SET VERTICALLY IN THE EAST FACE
 ME1177'OF AN 18 BY 18 INCH BRICK CORNER POST AT THE SOUTHEAST CORNER OF
 ME1177'THE CEMETERY, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19
 ME1177'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 2.5 FEET
 ME1177'ABOVE THE GROUND AND SET VERTICALLY IN A DRILL HOLE.
 ME1177
 ME1177                          STATION RECOVERY (1968)
 ME1177
 ME1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1177'RECOVERED IN GOOD CONDITION.
 ME1177
 ME1177                          STATION RECOVERY (2004)
 ME1177
 ME1177'RECOVERY NOTE BY USI CONSULTANTS INC 2004
 ME1177'RECOVERED IN GOOD CONDITION.
 ME1177
 ME1177                          STATION RECOVERY (2007)
 ME1177
 ME1177'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1177'RECOVERED IN GOOD CONDITION.
 ME1177
 ME1177                          STATION RECOVERY (2009)
 ME1177
 ME1177'RECOVERY NOTE BY IN DEPT OF NAT RES 2009 (RDN)
 ME1177'RECOVERED IN GOOD CONDITION.
 ME1177
 ME1177                          STATION RECOVERY (2013)
 ME1177
 ME1177'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1177'RECOVERED IN GOOD CONDITION.
 ME1177
 ME1177                          STATION RECOVERY (2017)
 ME1177
 ME1177'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME1177'THIS MARK IS IN GOOD CONDITION, BUT THE BRICK CORNER POST IS STARTING
 ME1177'TO DETERIORATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1345 ***********************************************************************
 ME1345  DESIGNATION -  V 140
 ME1345  PID         -  ME1345
 ME1345  STATE/COUNTY-  IN/LAKE
 ME1345  COUNTRY     -  US
 ME1345  USGS QUAD   -  LEROY (2019)
 ME1345
 ME1345                         *CURRENT SURVEY CONTROL
 ME1345  ______________________________________________________________________
 ME1345* NAD 83(1986) POSITION- 41 16 28.     (N) 087 16 35.     (W)   SCALED
 ME1345* NAVD 88 ORTHO HEIGHT -   197.178 (meters)      646.91  (feet) ADJUSTED
 ME1345  ______________________________________________________________________
 ME1345  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 ME1345  DYNAMIC HEIGHT  -        197.094 (meters)      646.63  (feet) COMP
 ME1345  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 ME1345
 ME1345  VERT ORDER      -  SECOND    CLASS 0
 ME1345
 ME1345.The horizontal coordinates were scaled from a map and have
 ME1345.an estimated accuracy of +/- 6 seconds.
 ME1345
 ME1345.The orthometric height was determined by differential leveling and
 ME1345.adjusted by the NATIONAL GEODETIC SURVEY
 ME1345.in June 1991.
 ME1345
 ME1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1345.GEOID18 height accuracy estimate available here.
 ME1345
 ME1345.Click photographs - Photos may exist for this station.
 ME1345
 ME1345.The dynamic height is computed by dividing the NAVD 88
 ME1345.geopotential number by the normal gravity value computed on the
 ME1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1345.degrees latitude (g = 980.6199 gals.).
 ME1345
 ME1345.The modeled gravity was interpolated from observed gravity values.
 ME1345
 ME1345;                    North         East    Units  Estimated Accuracy
 ME1345;SPC IN W     -   669,050.      883,830.      MT  (+/- 180 meters Scaled)
 ME1345
 ME1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768692(NAD 83)
 ME1345
 ME1345                          SUPERSEDED SURVEY CONTROL
 ME1345
 ME1345  NGVD 29 (??/??/92)  197.267  (m)          647.20   (f) ADJ UNCH    2 0
 ME1345
 ME1345.Superseded values are not recommended for survey control.
 ME1345
 ME1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1345.See file dsdata.pdf to determine how the superseded data were derived.
 ME1345
 ME1345_MARKER: DB = BENCH MARK DISK
 ME1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1345_STAMPING: V 140 1946
 ME1345_MARK LOGO: CGS
 ME1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1345+STABILITY: SURFACE MOTION
 ME1345
 ME1345  HISTORY     - Date     Condition        Report By
 ME1345  HISTORY     - 1946     MONUMENTED       CGS
 ME1345  HISTORY     - 1979     GOOD             LOCSUR
 ME1345
 ME1345                          STATION DESCRIPTION
 ME1345
 ME1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1345'0.6 MI N FROM RANGE LINE.
 ME1345'ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE PRESBYTERIAN
 ME1345'CHURCH AT RANGE LINE, ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF
 ME1345'STATE HIGHWAY 2, ABOUT 0.3 MILE NORTH OF A SINGLE SPAN STEEL
 ME1345'BRIDGE OVER SINGLETON DITCH, AT THE JUNCTION OF A DIM SECTION
 ME1345'LINE ROAD LEADING WEST, 35 FEET WEST OF THE CENTER LINE OF THE
 ME1345'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE SECTION LINE
 ME1345'ROAD, 4 FEET WEST OF THE CORNER FENCE POST, 2 FEET EAST OF A
 ME1345'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD LEVEL AND
 ME1345'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1345
 ME1345                          STATION RECOVERY (1979)
 ME1345
 ME1345'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0612 ***********************************************************************
 ME0612  DESIGNATION -  V 141 RESET
 ME0612  PID         -  ME0612
 ME0612  STATE/COUNTY-  IN/LA PORTE
 ME0612  COUNTRY     -  US
 ME0612  USGS QUAD   -  LA CROSSE (2019)
 ME0612
 ME0612                         *CURRENT SURVEY CONTROL
 ME0612  ______________________________________________________________________
 ME0612* NAD 83(1986) POSITION- 41 19 03.     (N) 086 55 49.     (W)   SCALED
 ME0612* NAVD 88 ORTHO HEIGHT -   207.96  (meters)      682.3   (feet) RESET
 ME0612  ______________________________________________________________________
 ME0612  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 ME0612  VERT ORDER      -  THIRD
 ME0612
 ME0612.The horizontal coordinates were scaled from a map and have
 ME0612.an estimated accuracy of +/- 6 seconds.
 ME0612
 ME0612.The orthometric height was computed from unverified reset data.
 ME0612
 ME0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0612.GEOID18 height accuracy estimate available here.
 ME0612
 ME0612.Click photographs - Photos may exist for this station.
 ME0612
 ME0612;                    North         East    Units  Estimated Accuracy
 ME0612;SPC IN W     -   673,830.      912,820.      MT  (+/- 180 meters Scaled)
 ME0612
 ME0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058740(NAD 83)
 ME0612
 ME0612                          SUPERSEDED SURVEY CONTROL
 ME0612
 ME0612  NGVD 29 (??/??/??)  208.06   (m)          682.6    (f) RESET       3  
 ME0612
 ME0612.Superseded values are not recommended for survey control.
 ME0612
 ME0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0612.See file dsdata.pdf to determine how the superseded data were derived.
 ME0612
 ME0612_MARKER: DB = BENCH MARK DISK
 ME0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0612_STAMPING: V 141 RESET 1967
 ME0612_MARK LOGO: CGS
 ME0612_PROJECTION: PROJECTING
 ME0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0612+STABILITY: SURFACE MOTION
 ME0612
 ME0612  HISTORY     - Date     Condition        Report By
 ME0612  HISTORY     - 1967     MONUMENTED       CGS
 ME0612  HISTORY     - 1988     GOOD             USPSQD
 ME0612
 ME0612                          STATION DESCRIPTION
 ME0612
 ME0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME0612'2 MI W FROM LA CROSSE.
 ME0612'2.05 MILES WEST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION WITH
 ME0612'STATE HIGHWAY 43 IN LA CROSSE, 75 FEET NORTHEAST OF THE NORTHEAST
 ME0612'END OF A CONCRETE BRIDGE, 55 FEET NORTH OF THE CENTERLINE OF
 ME0612'HIGHWAY 8, 47 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 ME0612'NORTH, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 ME0612'POST.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 ME0612'WHICH PROJECTS 4 INCHES.
 ME0612
 ME0612                          STATION RECOVERY (1988)
 ME0612
 ME0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0597 ***********************************************************************
 ME0597  DESIGNATION -  V 142
 ME0597  PID         -  ME0597
 ME0597  STATE/COUNTY-  IN/STARKE
 ME0597  COUNTRY     -  US
 ME0597  USGS QUAD   -  SAN PIERRE (2019)
 ME0597
 ME0597                         *CURRENT SURVEY CONTROL
 ME0597  ______________________________________________________________________
 ME0597* NAD 83(1986) POSITION- 41 13 20.     (N) 086 53 31.     (W)   SCALED
 ME0597* NAVD 88 ORTHO HEIGHT -   206.434 (meters)      677.28  (feet) ADJUSTED
 ME0597  ______________________________________________________________________
 ME0597  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0597  DYNAMIC HEIGHT  -        206.345 (meters)      676.98  (feet) COMP
 ME0597  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 ME0597
 ME0597  VERT ORDER      -  SECOND    CLASS 0
 ME0597
 ME0597.The horizontal coordinates were scaled from a map and have
 ME0597.an estimated accuracy of +/- 6 seconds.
 ME0597
 ME0597.The orthometric height was determined by differential leveling and
 ME0597.adjusted by the NATIONAL GEODETIC SURVEY
 ME0597.in June 1991.
 ME0597
 ME0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0597.GEOID18 height accuracy estimate available here.
 ME0597
 ME0597.Click photographs - Photos may exist for this station.
 ME0597
 ME0597.The dynamic height is computed by dividing the NAVD 88
 ME0597.geopotential number by the normal gravity value computed on the
 ME0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0597.degrees latitude (g = 980.6199 gals.).
 ME0597
 ME0597.The modeled gravity was interpolated from observed gravity values.
 ME0597
 ME0597;                    North         East    Units  Estimated Accuracy
 ME0597;SPC IN W     -   663,250.      916,050.      MT  (+/- 180 meters Scaled)
 ME0597
 ME0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090634(NAD 83)
 ME0597
 ME0597                          SUPERSEDED SURVEY CONTROL
 ME0597
 ME0597  NGVD 29 (??/??/92)  206.522  (m)          677.56   (f) ADJ UNCH    2 0
 ME0597
 ME0597.Superseded values are not recommended for survey control.
 ME0597
 ME0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0597.See file dsdata.pdf to determine how the superseded data were derived.
 ME0597
 ME0597_MARKER: DB = BENCH MARK DISK
 ME0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0597_STAMPING: V 142 1946
 ME0597_MARK LOGO: CGS
 ME0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0597+STABILITY: SURFACE MOTION
 ME0597
 ME0597  HISTORY     - Date     Condition        Report By
 ME0597  HISTORY     - 1946     MONUMENTED       CGS
 ME0597  HISTORY     - 20171113 MARK NOT FOUND   INDOT
 ME0597
 ME0597                          STATION DESCRIPTION
 ME0597
 ME0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0597'1.8 MI N FROM SAN PIERRE.
 ME0597'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE RAILROAD
 ME0597'STATION AT SAN PIERRE, 0.5 MILE NORTH OF THE JUNCTION OF STATE
 ME0597'HIGHWAY 10, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 ME0597'WITH A SIDE ROAD WEST, 47 FEET WEST OF AND ABOUT LEVEL WITH THE
 ME0597'CENTER OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER OF THE SIDE
 ME0597'ROAD, 28 FEET EAST OF THE EAST RAIL OF THE CHICAGO, INDIANAPOLIS
 ME0597'AND LOUISVILLE RAILWAY, 4.5 FEET NORTH OF A TELEPHONE POLE, AND
 ME0597'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A BRONZE DISK
 ME0597'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6-INCHES.
 ME0597
 ME0597                          STATION RECOVERY (2017)
 ME0597
 ME0597'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0597'RAILROAD TRACKS HAVE BEEN TAKEN OUT AND THIS AREA IS NOW CULTIVATED
 ME0597'FIELD. BENCH MARK MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1318 ***********************************************************************
 ME1318  DESIGNATION -  V 143 RESET
 ME1318  PID         -  ME1318
 ME1318  STATE/COUNTY-  IN/PORTER
 ME1318  COUNTRY     -  US
 ME1318  USGS QUAD   -  KOUTS (2019)
 ME1318
 ME1318                         *CURRENT SURVEY CONTROL
 ME1318  ______________________________________________________________________
 ME1318* NAD 83(1986) POSITION- 41 21 16.77   (N) 087 01 38.40   (W)   HD_HELD1
 ME1318* NAVD 88 ORTHO HEIGHT -   212.98  (meters)      698.8   (feet) RESET
 ME1318  ______________________________________________________________________
 ME1318  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME1318  VERT ORDER      -  THIRD
 ME1318
 ME1318.The horizontal coordinates were determined by differentially corrected
 ME1318.hand held GPS observations or other comparable positioning techniques
 ME1318.and have an estimated accuracy of +/- 3 meters.
 ME1318
 ME1318.The orthometric height was computed from unverified reset data.
 ME1318
 ME1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1318.GEOID18 height accuracy estimate available here.
 ME1318
 ME1318.Click photographs - Photos may exist for this station.
 ME1318
 ME1318;                    North         East    Units  Estimated Accuracy
 ME1318;SPC IN W     -   677,945.8     904,686.1     MT  (+/- 3 meters HH1 GPS) 
 ME1318
 ME1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9771378129(NAD 83)
 ME1318
 ME1318                          SUPERSEDED SURVEY CONTROL
 ME1318
 ME1318.No superseded survey control is available for this station.
 ME1318
 ME1318_MARKER: DB = BENCH MARK DISK
 ME1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1318_STAMPING: V 143 1946 RESET 1956
 ME1318_MARK LOGO: CGS
 ME1318_PROJECTION: PROJECTING 9 CENTIMETERS
 ME1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1318+STABILITY: SURFACE MOTION
 ME1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1318+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2022
 ME1318
 ME1318  HISTORY     - Date     Condition        Report By
 ME1318  HISTORY     - 1956     MONUMENTED       CGS
 ME1318  HISTORY     - 1972     GOOD             BRADY
 ME1318  HISTORY     - 20221014 GOOD             IN-127
 ME1318
 ME1318                          STATION DESCRIPTION
 ME1318
 ME1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1318'1.6 MI S FROM MALDEN.
 ME1318'1.55 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE AND
 ME1318'OHIO RAILROAD STATION AT MALDEN, AT A CROSS ROAD, 94 FEET WEST
 ME1318'OF THE CENTER LINE OF HIGHWAY, 54 FEET NORTHWEST OF A STOP SIGN,
 ME1318'22 FEET NORTH OF THE CENTER OF CROSS ROAD, 6.7 FEET NORTHEAST
 ME1318'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1.5 FEET SOUTHWEST OF
 ME1318'WHITE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.
 ME1318
 ME1318                          STATION RECOVERY (1972)
 ME1318
 ME1318'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1318'RECOVERED IN GOOD CONDITION.
 ME1318
 ME1318                          STATION RECOVERY (2022)
 ME1318
 ME1318'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1318'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE (WEE).  GO 1.55 MI (2.49
 ME1318'KM) SOUTH ALONG STATE HIGHWAY 49 FROM TOWN OF MALDEN TO COUNTY ROAD
 ME1318'550 SOUTH AND STATION IS ON THE RIGHT, 94 FT (28.7 M) WEST OF CENTER
 ME1318'OF HIGHWAY, 21.6 FT (6.6 M) NORTH OF CENTER OF C.R. 550 SOUTH, 74.0 FT
 ME1318'(22.6 M) EAST OF UTILITY POLE NO.18821, 6.7 FT (2.0 M) NORTHEAST OF
 ME1318'CONCRETE RIGHT-OF-WAY POST, 1.5 FT (0.5 M) NORTHWEST OF WHITE WITNESS
 ME1318'SIGN.  STATION IS A BRONZE DISK IN CONCRETE WITH CORNER BROKEN OFF,
 ME1318'0.3 FT (9 CM) ABOVE GRADE.  MONUMENT IS IN GOOD CONDITION AND STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0375 ***********************************************************************
 ME0375  DESIGNATION -  V 144
 ME0375  PID         -  ME0375
 ME0375  STATE/COUNTY-  IN/MARSHALL
 ME0375  COUNTRY     -  US
 ME0375  USGS QUAD   -  ARGOS (2019)
 ME0375
 ME0375                         *CURRENT SURVEY CONTROL
 ME0375  ______________________________________________________________________
 ME0375* NAD 83(1986) POSITION- 41 13 49.     (N) 086 14 31.     (W)   SCALED
 ME0375* NAVD 88 ORTHO HEIGHT -   249.693 (meters)      819.20  (feet) ADJUSTED
 ME0375  ______________________________________________________________________
 ME0375  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 ME0375  DYNAMIC HEIGHT  -        249.586 (meters)      818.85  (feet) COMP
 ME0375  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 ME0375
 ME0375  VERT ORDER      -  SECOND    CLASS 0
 ME0375
 ME0375.The horizontal coordinates were scaled from a map and have
 ME0375.an estimated accuracy of +/- 6 seconds.
 ME0375
 ME0375.The orthometric height was determined by differential leveling and
 ME0375.adjusted by the NATIONAL GEODETIC SURVEY
 ME0375.in June 1991.
 ME0375
 ME0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0375.GEOID18 height accuracy estimate available here.
 ME0375
 ME0375.Click photographs - Photos may exist for this station.
 ME0375
 ME0375.The dynamic height is computed by dividing the NAVD 88
 ME0375.geopotential number by the normal gravity value computed on the
 ME0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0375.degrees latitude (g = 980.6199 gals.).
 ME0375
 ME0375.The modeled gravity was interpolated from observed gravity values.
 ME0375
 ME0375;                    North         East    Units  Estimated Accuracy
 ME0375;SPC IN E     -   664,290.       51,770.      MT  (+/- 180 meters Scaled)
 ME0375
 ME0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL635645(NAD 83)
 ME0375
 ME0375                          SUPERSEDED SURVEY CONTROL
 ME0375
 ME0375  NGVD 29 (??/??/92)  249.811  (m)          819.59   (f) ADJ UNCH    2 0
 ME0375
 ME0375.Superseded values are not recommended for survey control.
 ME0375
 ME0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0375.See file dsdata.pdf to determine how the superseded data were derived.
 ME0375
 ME0375_MARKER: DB = BENCH MARK DISK
 ME0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0375_STAMPING: V 144 1946
 ME0375_MARK LOGO: CGS
 ME0375_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0375+STABILITY: SURFACE MOTION
 ME0375
 ME0375  HISTORY     - Date     Condition        Report By
 ME0375  HISTORY     - 1946     MONUMENTED       CGS
 ME0375  HISTORY     - 1984     GOOD             USPSQD
 ME0375  HISTORY     - 1987     GOOD             USPSQD
 ME0375  HISTORY     - 1988     GOOD             USPSQD
 ME0375  HISTORY     - 1990     GOOD             USPSQD
 ME0375
 ME0375                          STATION DESCRIPTION
 ME0375
 ME0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0375'0.4 MI S FROM ARGOS.
 ME0375'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0375'BUILDING AT ARGOS, AT THE SOUTH EDGE OF ARGOS CITY LIMITS,
 ME0375'ABOUT 136 YARDS SOUTH OF THE ARGOS CITY LIMIT SIGN POST, ACROSS
 ME0375'THE HIGHWAY FROM GEORGE NEFFS SUPER SERVICE SHELL STATION, 112
 ME0375'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF THE
 ME0375'STATION, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0375'9.5 FEET NORTHWEST OF A CORNER FENCE POST, 9 FEET SOUTHWEST OF
 ME0375'POWER LINE POLE 278/267, 5.5 FEET NORTHEAST OF A TELEPHONE AND
 ME0375'POWER POLE WITH A POWER TRANSFORMER, 1.5 FEET NORTHEAST OF THE
 ME0375'SOUTHWEST RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 ME0375'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 ME0375'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0375
 ME0375                          STATION RECOVERY (1984)
 ME0375
 ME0375'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0375'ABOUT 0.35 MILE SOUTH ALONG MICHIGAN STREET FROM THE CONGREGATIONAL
 ME0375'CHIRSTIAN CHURCH IN ARGOS, ABOUT 240 YARDS SOUTH OF THE RAILROAD
 ME0375'CROSSING, ABOUT 37 YARDS NORTHWEST OF THE FACE OF A STEEL BUILDING
 ME0375'OCCUPIED BY 'ARGOS POOLS', 48.5 FEET NORTHWEST OF MICHIGAN STREET
 ME0375'(CENTER-LINE) 143 FEET NORTH OF A VERTICAL STEEL RAIL 4.7 FEET HIGH
 ME0375'SET IN A 3 FOOT BY 4' FOOT CONCRETE BASE, 5 FEET NORTH OF A BURIED
 ME0375'TELEPHONE CABLE TERMINAL ON A STUB WOOD POLE, ABOUT 8 YARDS NORTH OF
 ME0375'THE CENTERLINE OF THE DRIVE TO THE HOME AT 16999 MICHIGAN STREET,
 ME0375'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME0375'PROJECTING ABOUT 4 INCHES.
 ME0375
 ME0375                          STATION RECOVERY (1987)
 ME0375
 ME0375'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0375'RECOVERED IN GOOD CONDITION.
 ME0375
 ME0375                          STATION RECOVERY (1988)
 ME0375
 ME0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0375'RECOVERED IN GOOD CONDITION.
 ME0375
 ME0375                          STATION RECOVERY (1990)
 ME0375
 ME0375'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0337 ***********************************************************************
 ME0337  DESIGNATION -  V 145
 ME0337  PID         -  ME0337
 ME0337  STATE/COUNTY-  IN/KOSCIUSKO
 ME0337  COUNTRY     -  US
 ME0337  USGS QUAD   -  MENTONE (2019)
 ME0337
 ME0337                         *CURRENT SURVEY CONTROL
 ME0337  ______________________________________________________________________
 ME0337* NAD 83(1986) POSITION- 41 10 22.9    (N) 086 02 06.0    (W)   HD_HELD2
 ME0337* NAVD 88 ORTHO HEIGHT -   255.473 (meters)      838.16  (feet) ADJUSTED
 ME0337  ______________________________________________________________________
 ME0337  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME0337  DYNAMIC HEIGHT  -        255.364 (meters)      837.81  (feet) COMP
 ME0337  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 ME0337
 ME0337  VERT ORDER      -  SECOND    CLASS 0
 ME0337
 ME0337.The horizontal coordinates were established by autonomous hand held GPS
 ME0337.observations and have an estimated accuracy of +/- 10 meters.
 ME0337
 ME0337.The orthometric height was determined by differential leveling and
 ME0337.adjusted by the NATIONAL GEODETIC SURVEY
 ME0337.in June 1991.
 ME0337
 ME0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0337.GEOID18 height accuracy estimate available here.
 ME0337
 ME0337.Click photographs - Photos may exist for this station.
 ME0337
 ME0337.The dynamic height is computed by dividing the NAVD 88
 ME0337.geopotential number by the normal gravity value computed on the
 ME0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0337.degrees latitude (g = 980.6199 gals.).
 ME0337
 ME0337.The modeled gravity was interpolated from observed gravity values.
 ME0337
 ME0337;                    North         East    Units  Estimated Accuracy
 ME0337;SPC IN E     -   657,839.       69,092.      MT  (+/- 10 meters HH2 GPS)
 ME0337
 ME0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8094558413(NAD 83)
 ME0337
 ME0337                          SUPERSEDED SURVEY CONTROL
 ME0337
 ME0337  NGVD 29 (??/??/92)  255.600  (m)          838.58   (f) ADJ UNCH    2 0
 ME0337
 ME0337.Superseded values are not recommended for survey control.
 ME0337
 ME0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0337.See file dsdata.pdf to determine how the superseded data were derived.
 ME0337
 ME0337_MARKER: DB = BENCH MARK DISK
 ME0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0337_SP_SET: BUILDING
 ME0337_STAMPING: V 145 1946
 ME0337_MARK LOGO: CGS
 ME0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0337+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 ME0337
 ME0337  HISTORY     - Date     Condition        Report By
 ME0337  HISTORY     - 1946     MONUMENTED       CGS
 ME0337  HISTORY     - 1984     GOOD             USPSQD
 ME0337  HISTORY     - 19960711 GOOD             USPSQD
 ME0337  HISTORY     - 20150301 GOOD             INDIV
 ME0337  HISTORY     - 20180201 GOOD             INDOT
 ME0337
 ME0337                          STATION DESCRIPTION
 ME0337
 ME0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0337'AT MENTONE.
 ME0337'AT MENTONE, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 ME0337'CORNER OF THE METHODIST CHURCH BUILDING, 1 FOOT NORTH OF THE
 ME0337'CORNER AND 1 FOOT ABOVE THE SIDEWALK.
 ME0337
 ME0337                          STATION RECOVERY (1984)
 ME0337
 ME0337'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0337'RECOVERED IN GOOD CONDITION.
 ME0337
 ME0337                          STATION RECOVERY (1996)
 ME0337
 ME0337'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0337'RECOVERED IN GOOD CONDITION.
 ME0337
 ME0337                          STATION RECOVERY (2015)
 ME0337
 ME0337'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 ME0337'T-E INC. RECOVERED IN GOOD CONDITION
 ME0337
 ME0337                          STATION RECOVERY (2018)
 ME0337
 ME0337'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 ME0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0989 ***********************************************************************
 LB0989  DESIGNATION -  V 146
 LB0989  PID         -  LB0989
 LB0989  STATE/COUNTY-  IN/CARROLL
 LB0989  COUNTRY     -  US
 LB0989  USGS QUAD   -  DELPHI (2019)
 LB0989
 LB0989                         *CURRENT SURVEY CONTROL
 LB0989  ______________________________________________________________________
 LB0989* NAD 83(1986) POSITION- 40 35 10.5    (N) 086 40 28.4    (W)   HD_HELD2
 LB0989* NAVD 88 ORTHO HEIGHT -   176.808 (meters)      580.08  (feet) ADJUSTED
 LB0989  ______________________________________________________________________
 LB0989  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 LB0989  DYNAMIC HEIGHT  -        176.722 (meters)      579.80  (feet) COMP
 LB0989  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 LB0989
 LB0989  VERT ORDER      -  SECOND    CLASS 0
 LB0989
 LB0989.The horizontal coordinates were established by autonomous hand held GPS
 LB0989.observations and have an estimated accuracy of +/- 10 meters.
 LB0989
 LB0989.The orthometric height was determined by differential leveling and
 LB0989.adjusted by the NATIONAL GEODETIC SURVEY
 LB0989.in June 1991.
 LB0989
 LB0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0989.GEOID18 height accuracy estimate available here.
 LB0989
 LB0989.Click photographs - Photos may exist for this station.
 LB0989
 LB0989.The dynamic height is computed by dividing the NAVD 88
 LB0989.geopotential number by the normal gravity value computed on the
 LB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0989.degrees latitude (g = 980.6199 gals.).
 LB0989
 LB0989.The modeled gravity was interpolated from observed gravity values.
 LB0989
 LB0989;                    North         East    Units  Estimated Accuracy
 LB0989;SPC IN W     -   592,693.      934,606.      MT  (+/- 10 meters HH2 GPS)
 LB0989
 LB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2754092879(NAD 83)
 LB0989
 LB0989                          SUPERSEDED SURVEY CONTROL
 LB0989
 LB0989  NGVD 29 (??/??/92)  176.918  (m)          580.44   (f) ADJ UNCH    2 0
 LB0989
 LB0989.Superseded values are not recommended for survey control.
 LB0989
 LB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0989.See file dsdata.pdf to determine how the superseded data were derived.
 LB0989
 LB0989_MARKER: DB = BENCH MARK DISK
 LB0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0989_SP_SET: BUILDING
 LB0989_STAMPING: V 146 1946
 LB0989_MARK LOGO: CGS
 LB0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0989+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2022
 LB0989
 LB0989  HISTORY     - Date     Condition        Report By
 LB0989  HISTORY     - 1946     MONUMENTED       CGS
 LB0989  HISTORY     - 20220601 GOOD             BFSINC
 LB0989
 LB0989                          STATION DESCRIPTION
 LB0989
 LB0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0989'AT DELPHI.
 LB0989'AT DELPHI, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST
 LB0989'CORNER OF CARROLL COUNTY COURT HOUSE, 15.5 FEET WEST OF THE
 LB0989'SOUTHEAST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE GROUND.
 LB0989'A STANDARD DISK, STAMPED V 146 1946.
 LB0989
 LB0989                          STATION RECOVERY (2022)
 LB0989
 LB0989'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2022 (GG)
 LB0989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1173 ***********************************************************************
 LB1173  DESIGNATION -  V 147
 LB1173  PID         -  LB1173
 LB1173  STATE/COUNTY-  IN/WHITE
 LB1173  COUNTRY     -  US
 LB1173  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1173
 LB1173                         *CURRENT SURVEY CONTROL
 LB1173  ______________________________________________________________________
 LB1173* NAD 83(1986) POSITION- 40 39 48.     (N) 086 51 01.     (W)   SCALED
 LB1173* NAVD 88 ORTHO HEIGHT -   211.565 (meters)      694.11  (feet) ADJUSTED
 LB1173  ______________________________________________________________________
 LB1173  GEOID HEIGHT    -        -33.789 (meters)                     GEOID18
 LB1173  DYNAMIC HEIGHT  -        211.465 (meters)      693.78  (feet) COMP
 LB1173  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LB1173
 LB1173  VERT ORDER      -  SECOND    CLASS 0
 LB1173
 LB1173.The horizontal coordinates were scaled from a map and have
 LB1173.an estimated accuracy of +/- 6 seconds.
 LB1173
 LB1173.The orthometric height was determined by differential leveling and
 LB1173.adjusted by the NATIONAL GEODETIC SURVEY
 LB1173.in June 1991.
 LB1173
 LB1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1173.GEOID18 height accuracy estimate available here.
 LB1173
 LB1173.Click photographs - Photos may exist for this station.
 LB1173
 LB1173.The dynamic height is computed by dividing the NAVD 88
 LB1173.geopotential number by the normal gravity value computed on the
 LB1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1173.degrees latitude (g = 980.6199 gals.).
 LB1173
 LB1173.The modeled gravity was interpolated from observed gravity values.
 LB1173
 LB1173;                    North         East    Units  Estimated Accuracy
 LB1173;SPC IN W     -   601,200.      919,710.      MT  (+/- 180 meters Scaled)
 LB1173
 LB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL126013(NAD 83)
 LB1173
 LB1173                          SUPERSEDED SURVEY CONTROL
 LB1173
 LB1173  NGVD 29 (??/??/92)  211.660  (m)          694.42   (f) ADJ UNCH    2 0
 LB1173
 LB1173.Superseded values are not recommended for survey control.
 LB1173
 LB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1173.See file dsdata.pdf to determine how the superseded data were derived.
 LB1173
 LB1173_MARKER: DB = BENCH MARK DISK
 LB1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1173_STAMPING: V 147 1946
 LB1173_MARK LOGO: CGS
 LB1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1173+STABILITY: SURFACE MOTION
 LB1173
 LB1173  HISTORY     - Date     Condition        Report By
 LB1173  HISTORY     - 1946     MONUMENTED       CGS
 LB1173
 LB1173                          STATION DESCRIPTION
 LB1173
 LB1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1173'0.6 MI E FROM CHALMERS.
 LB1173'0.65 MILE EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1173'AT CHALMERS, AT THE R. HATHAWAY FARM, 21 FEET SOUTH OF THE CENTER
 LB1173'LINE OF THE ROAD, 107 FEET EAST OF THE CENTER LINE OF THE FARM
 LB1173'DRIVEWAY, 5.5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 LB1173'FENCE LINE AND 1 1/2 FEET BELOW ROAD LEVEL.  A STANDARD DISK,
 LB1173'STAMPED V 147 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1173'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0161 ***********************************************************************
 JA0161  DESIGNATION -  V 148 INHD
 JA0161  PID         -  JA0161
 JA0161  STATE/COUNTY-  IN/ORANGE
 JA0161  COUNTRY     -  US
 JA0161  USGS QUAD   -  MITCHELL (2019)
 JA0161
 JA0161                         *CURRENT SURVEY CONTROL
 JA0161  ______________________________________________________________________
 JA0161* NAD 83(1986) POSITION- 38 40 34.     (N) 086 27 09.     (W)   SCALED
 JA0161* NAVD 88 ORTHO HEIGHT -   193.822 (meters)      635.90  (feet) ADJUSTED
 JA0161  ______________________________________________________________________
 JA0161  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 JA0161  DYNAMIC HEIGHT  -        193.693 (meters)      635.47  (feet) COMP
 JA0161  MODELED GRAVITY -    979,963.1   (mgal)                       NAVD 88
 JA0161
 JA0161  VERT ORDER      -  FIRST     CLASS II
 JA0161
 JA0161.The horizontal coordinates were scaled from a map and have
 JA0161.an estimated accuracy of +/- 6 seconds.
 JA0161
 JA0161.The orthometric height was determined by differential leveling and
 JA0161.adjusted by the NATIONAL GEODETIC SURVEY
 JA0161.in June 1991.
 JA0161
 JA0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0161.GEOID18 height accuracy estimate available here.
 JA0161
 JA0161.Click photographs - Photos may exist for this station.
 JA0161
 JA0161.The dynamic height is computed by dividing the NAVD 88
 JA0161.geopotential number by the normal gravity value computed on the
 JA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0161.degrees latitude (g = 980.6199 gals.).
 JA0161
 JA0161.The modeled gravity was interpolated from observed gravity values.
 JA0161
 JA0161;                    North         East    Units  Estimated Accuracy
 JA0161;SPC IN W     -   380,730.      954,890.      MT  (+/- 180 meters Scaled)
 JA0161
 JA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476809(NAD 83)
 JA0161
 JA0161                          SUPERSEDED SURVEY CONTROL
 JA0161
 JA0161  NGVD 29 (??/??/92)  193.934  (m)          636.27   (f) ADJ UNCH    1 2
 JA0161
 JA0161.Superseded values are not recommended for survey control.
 JA0161
 JA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0161.See file dsdata.pdf to determine how the superseded data were derived.
 JA0161
 JA0161_MARKER: DD = SURVEY DISK
 JA0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0161_STAMPING: V 148 ORA
 JA0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0161+STABILITY: SURFACE MOTION
 JA0161
 JA0161  HISTORY     - Date     Condition        Report By
 JA0161  HISTORY     - UNK      MONUMENTED       INHD
 JA0161  HISTORY     - 1965     GOOD             CGS
 JA0161
 JA0161                          STATION DESCRIPTION
 JA0161
 JA0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0161'1 MI N FROM ORLEANS.
 JA0161'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0161'RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 30, T 3 N, R 1 E,
 JA0161'83 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 40 FEET EAST
 JA0161'OF THE CENTER LINE OF STATE HIGHWAY 37, 98 FEET SOUTH OF THE
 JA0161'SOUTHEAST LEG OF A WATER TOWER, 50 FEET SOUTH OF THE SOUTHWEST
 JA0161'CORNER OF A CONCRETE BLOCK PUMP HOUSE, 53 FEET WEST OF A POWER
 JA0161'POLE BEARING A TRANSFORMER, 14 FEET NORTHEAST OF A POWER POLE,
 JA0161'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JA0161'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 JA0161'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2095 ***********************************************************************
 ME2095  DESIGNATION -  V 148 RESET
 ME2095  PID         -  ME2095
 ME2095  STATE/COUNTY-  IN/LA PORTE
 ME2095  COUNTRY     -  US
 ME2095  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2095
 ME2095                         *CURRENT SURVEY CONTROL
 ME2095  ______________________________________________________________________
 ME2095* NAD 83(1986) POSITION- 41 41 06.76   (N) 086 53 35.80   (W)   HD_HELD1
 ME2095* NAVD 88 ORTHO HEIGHT -   194.39  (+/-2cm)      637.8   (feet) VERTCON3
 ME2095  ______________________________________________________________________
 ME2095  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 ME2095  VERT ORDER      -  THIRD (See Below)
 ME2095
 ME2095.The horizontal coordinates were determined by differentially corrected
 ME2095.hand held GPS observations or other comparable positioning techniques
 ME2095.and have an estimated accuracy of +/- 3 meters.
 ME2095
 ME2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2095
 ME2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2095.GEOID18 height accuracy estimate available here.
 ME2095
 ME2095.The vertical order pertains to the NGVD 29 superseded value.
 ME2095
 ME2095.Click photographs - Photos may exist for this station.
 ME2095
 ME2095;                    North         East    Units  Estimated Accuracy
 ME2095;SPC IN W     -   714,673.0     915,823.1     MT  (+/- 3 meters HH1 GPS) 
 ME2095
 ME2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0888114832(NAD 83)
 ME2095
 ME2095                          SUPERSEDED SURVEY CONTROL
 ME2095
 ME2095  NGVD 29 (08/22/16)  194.50   (m)          638.1    (f) RESET       3  
 ME2095
 ME2095.Superseded values are not recommended for survey control.
 ME2095
 ME2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2095.See file dsdata.pdf to determine how the superseded data were derived.
 ME2095
 ME2095_MARKER: DV = VERTICAL CONTROL DISK
 ME2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2095_STAMPING: V 148 RESET 1978
 ME2095_MARK LOGO: NGS
 ME2095_PROJECTION: FLUSH
 ME2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2095+STABILITY: SURFACE MOTION
 ME2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2095+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2015
 ME2095
 ME2095  HISTORY     - Date     Condition        Report By
 ME2095  HISTORY     - 1978     MONUMENTED       NGS
 ME2095  HISTORY     - 20131209 GOOD             LFA
 ME2095  HISTORY     - 20150825 POOR             LFA
 ME2095
 ME2095                          STATION DESCRIPTION
 ME2095
 ME2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 ME2095'IN MICHIGAN CITY.
 ME2095'NORTH ALONG U.S. HIGHWAY 421 (FRANKLIN STREET) AND ITS JUNCTION WITH
 ME2095'U.S. HIGHWAY 20 FOR 0.3 MILE TO ALFRED STREET AND THE WALTERS HOSPITAL
 ME2095'AND CLINIC IN THE NORTHEAST ANGLE OF THE HOSPITAL YARD, 177 FEET
 ME2095'EAST OF THE CENTERLINE OF FRANKLIN STREET, 41 FEET NORTH OF THE
 ME2095'CENTERLINE OF ALFRED STREET, 45.9 FEET SOUTH OF THE SOUTHWEST CORNER
 ME2095'OF THE HOSPITAL, 9 FEET SOUTH OF A 16-INCH WALNUT TREE.
 ME2095
 ME2095                          STATION RECOVERY (2013)
 ME2095
 ME2095'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 ME2095'FOR THE PURPOSE OF GENERAL LOCATION
 ME2095'THE GPS (RTK) NAD 83 (2011) COORDINATES (IN SPC - WEST ZONE)
 ME2095'ARE   N. 2,344,722.9 // E. 3,004,662.8
 ME2095
 ME2095                          STATION RECOVERY (2015)
 ME2095
 ME2095'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME2095'CAUTION - IT APPEARS THAT THE PUBLISHED ELEVATION MAY NOT BE VALID FOR
 ME2095'THIS POINT. TIES MADE BETWEEN THIS MARK AND NATIONAL GEODETIC SURVEY
 ME2095'BENCH MARK 'LAP L 74' (ME0767) BY DIFFERENTIAL LEVELING AND GNSS
 ME2095'OBSERVATION SHOW THE ORTHO HEIGHT OF THIS MARK TO BE APPROXIMATELY
 ME2095'637.43 (NAVD 88).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1215 ***********************************************************************
 ME1215  DESIGNATION -  V 149
 ME1215  PID         -  ME1215
 ME1215  STATE/COUNTY-  IN/PORTER
 ME1215  COUNTRY     -  US
 ME1215  USGS QUAD   -  VALPARAISO (2019)
 ME1215
 ME1215                         *CURRENT SURVEY CONTROL
 ME1215  ______________________________________________________________________
 ME1215* NAD 83(1986) POSITION- 41 28 46.96   (N) 087 05 42.00   (W)   HD_HELD1
 ME1215* NAVD 88 ORTHO HEIGHT -   210.949 (meters)      692.09  (feet) ADJUSTED
 ME1215  ______________________________________________________________________
 ME1215  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 ME1215  DYNAMIC HEIGHT  -        210.866 (meters)      691.82  (feet) COMP
 ME1215  MODELED GRAVITY -    980,224.0   (mgal)                       NAVD 88
 ME1215
 ME1215  VERT ORDER      -  FIRST     CLASS I
 ME1215
 ME1215.The horizontal coordinates were determined by differentially corrected
 ME1215.hand held GPS observations or other comparable positioning techniques
 ME1215.and have an estimated accuracy of +/- 3 meters.
 ME1215
 ME1215.The orthometric height was determined by differential leveling and
 ME1215.adjusted by the NATIONAL GEODETIC SURVEY
 ME1215.in April 1995.
 ME1215
 ME1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1215.GEOID18 height accuracy estimate available here.
 ME1215
 ME1215.Click photographs - Photos may exist for this station.
 ME1215
 ME1215.The dynamic height is computed by dividing the NAVD 88
 ME1215.geopotential number by the normal gravity value computed on the
 ME1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1215.degrees latitude (g = 980.6199 gals.).
 ME1215
 ME1215.The modeled gravity was interpolated from observed gravity values.
 ME1215
 ME1215;                    North         East    Units  Estimated Accuracy
 ME1215;SPC IN W     -   691,832.5     899,025.6     MT  (+/- 3 meters HH1 GPS) 
 ME1215
 ME1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9206892016(NAD 83)
 ME1215
 ME1215                          SUPERSEDED SURVEY CONTROL
 ME1215
 ME1215  NAVD 88 (06/15/91)  210.946  (m)          692.08   (f) SUPERSEDED  1 1
 ME1215  NGVD 29 (01/19/93)  211.042  (m)          692.39   (f) ADJUSTED    1 1
 ME1215  NGVD 29 (??/??/92)  211.037  (m)          692.38   (f) SUPERSEDED  1 1
 ME1215
 ME1215.Superseded values are not recommended for survey control.
 ME1215
 ME1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1215.See file dsdata.pdf to determine how the superseded data were derived.
 ME1215
 ME1215_MARKER: DB = BENCH MARK DISK
 ME1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1215_STAMPING: V 149 1946
 ME1215_MARK LOGO: CGS
 ME1215_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1215+STABILITY: SURFACE MOTION
 ME1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1215+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME1215
 ME1215  HISTORY     - Date     Condition        Report By
 ME1215  HISTORY     - 1946     MONUMENTED       CGS
 ME1215  HISTORY     - 1968     GOOD             CGS
 ME1215  HISTORY     - 19920906 GOOD             NGS
 ME1215  HISTORY     - 20220826 GOOD             IN-127
 ME1215  HISTORY     - 20240706 GOOD             USPSQD
 ME1215
 ME1215                          STATION DESCRIPTION
 ME1215
 ME1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1215'1.7 MI NW FROM VALPARAISO.
 ME1215'ABOUT 1.7 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1215'THE STATION AT VALPARAISO, AT THE CROSSING OF A NORTH-SOUTH
 ME1215'GRAVELED ROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME1215'SOUTHWEST TRACK, 23 FEET NORTHWEST OF THE CENTER LINE OF THE
 ME1215'CROSSING OF THE NORTH-SOUTH ROAD, 18 FEET NORTHEAST OF THE
 ME1215'CENTER LINE OF THE NORTHWEST-SOUTHEAST GRAVELED ROAD, 7 FEET
 ME1215'NORTHWEST OF A UTILITY POLE, 1 FOOT NORTHEAST OF A FENCE LINE,
 ME1215'2 FEET SOUTHEAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE
 ME1215'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1215'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION
 ME1215'15T 35N 6W.
 ME1215
 ME1215                          STATION RECOVERY (1992)
 ME1215
 ME1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1215'3.2 KM (2.00 MI)  WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST
 ME1215'OFFICE IN VALPARAISO, THENCE 0.3 KM (0.20 MI)  SOUTHERLY ALONG COUNTY
 ME1215'ROAD 150 WEST, 13.9 M (45.6 FT)  SOUTHWEST OF THE NEAR RAIL OF THE
 ME1215'CONRAIL RAILROAD, 6.7 M (22.0 FT)  WEST OF AND LEVEL WITH THE CENTER
 ME1215'OF THE ROAD, 6.4 M (21.0 FT)  NORTHEAST OF THE CENTER OF CLIFFORD
 ME1215'ROAD, 2.1 M (6.9 FT)  SOUTHWEST OF UTILITY POLE NUMBER 522 872 WITH 2
 ME1215'GUY CABLES, 0.5 M (1.6 FT)  EAST OF A WITNESS POST, AND THE MONUMENT
 ME1215'PROJECTS 0.1 M (0.3 FT)  ABOVE THE GROUND SURFACE.
 ME1215
 ME1215                          STATION RECOVERY (2022)
 ME1215
 ME1215'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1215'FROM THE INTERSECTION OF S. R. 130 AND FROBERG ROAD (C.R. 150 WEST) GO
 ME1215'SOUTH ON FROBERG ROAD, 0.2 MILE JUST OVER CHICAGO, FORT WAYNE, AND
 ME1215'EASTERN RAILROAD TRACK AND STATION IS ON RIGHT. 45.6 FT SOUTHERLY OF
 ME1215'NEAR RAIL, 22.3 FT NORTHEAST OF THE PROJECTED CENTER OF CLIFFORD ROAD,
 ME1215'99.7 FT EAST OF THE NORTHEAST CORNER OF A METAL BLDG. 76.2 FT NORTH OF
 ME1215'UTILITY POLE NO. 434-311, 37.4 FT WEST OF SOUTHWEST BOLT R.R. SIGNAL
 ME1215'BASE, 0.5 FT EAST OF METAL WITNESS POST.
 ME1215
 ME1215                          STATION RECOVERY (2024)
 ME1215
 ME1215'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1589 ***********************************************************************
 LB1589  DESIGNATION -  V 15
 LB1589  PID         -  LB1589
 LB1589  STATE/COUNTY-  IN/WARREN
 LB1589  COUNTRY     -  US
 LB1589  USGS QUAD   -  WEST LEBANON (2019)
 LB1589
 LB1589                         *CURRENT SURVEY CONTROL
 LB1589  ______________________________________________________________________
 LB1589* NAD 83(1986) POSITION- 40 18 08.     (N) 087 28 35.     (W)   SCALED
 LB1589* NAVD 88 ORTHO HEIGHT -   217.309 (meters)      712.95  (feet) ADJUSTED
 LB1589  ______________________________________________________________________
 LB1589  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 LB1589  DYNAMIC HEIGHT  -        217.199 (meters)      712.59  (feet) COMP
 LB1589  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 LB1589
 LB1589  VERT ORDER      -  FIRST     CLASS II
 LB1589
 LB1589.The horizontal coordinates were scaled from a map and have
 LB1589.an estimated accuracy of +/- 6 seconds.
 LB1589
 LB1589.The orthometric height was determined by differential leveling and
 LB1589.adjusted by the NATIONAL GEODETIC SURVEY
 LB1589.in June 1991.
 LB1589
 LB1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1589.GEOID18 height accuracy estimate available here.
 LB1589
 LB1589.Click photographs - Photos may exist for this station.
 LB1589
 LB1589.The dynamic height is computed by dividing the NAVD 88
 LB1589.geopotential number by the normal gravity value computed on the
 LB1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1589.degrees latitude (g = 980.6199 gals.).
 LB1589
 LB1589.The modeled gravity was interpolated from observed gravity values.
 LB1589
 LB1589;                    North         East    Units  Estimated Accuracy
 LB1589;SPC IN W     -   561,150.      866,590.      MT  (+/- 180 meters Scaled)
 LB1589
 LB1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595614(NAD 83)
 LB1589
 LB1589                          SUPERSEDED SURVEY CONTROL
 LB1589
 LB1589  NGVD 29 (??/??/92)  217.349  (m)          713.09   (f) ADJ UNCH    1 2
 LB1589
 LB1589.Superseded values are not recommended for survey control.
 LB1589
 LB1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1589.See file dsdata.pdf to determine how the superseded data were derived.
 LB1589
 LB1589_MARKER: DB = BENCH MARK DISK
 LB1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1589_STAMPING: V 15 1934
 LB1589_MARK LOGO: CGS
 LB1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1589+STABILITY: SURFACE MOTION
 LB1589
 LB1589  HISTORY     - Date     Condition        Report By
 LB1589  HISTORY     - 1934     MONUMENTED       CGS
 LB1589  HISTORY     - 1961     MARK NOT FOUND   CGS
 LB1589
 LB1589                          STATION DESCRIPTION
 LB1589
 LB1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB1589'AT SLOAN.
 LB1589'AT SLOAN, WARREN COUNTY, 51 FEET NORTH OF THE NORTH END OF THE
 LB1589'NEW YORK CENTRAL RAILROAD STATION, AT THE NORTH END OF THE STATION
 LB1589'PLATFORM, 49 FEET SOUTH OF A RAILROAD SHED, 14 FEET WEST OF
 LB1589'THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 6 INCHES
 LB1589'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED V 15 1934 AND
 LB1589'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 106 FEET NORTH OF
 LB1589'SECTION MARKER 4690, 27 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 LB1589'13.3 FEET WEST OF THE WEST RAIL.  NOTE-- AT A GRAVEL-ROAD
 LB1589'CROSSING, 270 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 LB1589'AND 13 FEET WEST OF THE WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0529 ***********************************************************************
 ME0529  DESIGNATION -  V 150
 ME0529  PID         -  ME0529
 ME0529  STATE/COUNTY-  IN/STARKE
 ME0529  COUNTRY     -  US
 ME0529  USGS QUAD   -  HAMLET (2019)
 ME0529
 ME0529                         *CURRENT SURVEY CONTROL
 ME0529  ______________________________________________________________________
 ME0529* NAD 83(1986) POSITION- 41 23 15.     (N) 086 37 12.     (W)   SCALED
 ME0529* NAVD 88 ORTHO HEIGHT -   208.674 (meters)      684.62  (feet) ADJUSTED
 ME0529  ______________________________________________________________________
 ME0529  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0529  DYNAMIC HEIGHT  -        208.590 (meters)      684.35  (feet) COMP
 ME0529  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 ME0529
 ME0529  VERT ORDER      -  FIRST     CLASS I
 ME0529
 ME0529.The horizontal coordinates were scaled from a map and have
 ME0529.an estimated accuracy of +/- 6 seconds.
 ME0529
 ME0529.The orthometric height was determined by differential leveling and
 ME0529.adjusted by the NATIONAL GEODETIC SURVEY
 ME0529.in June 1991.
 ME0529
 ME0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0529.GEOID18 height accuracy estimate available here.
 ME0529
 ME0529.Click photographs - Photos may exist for this station.
 ME0529
 ME0529.The dynamic height is computed by dividing the NAVD 88
 ME0529.geopotential number by the normal gravity value computed on the
 ME0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0529.degrees latitude (g = 980.6199 gals.).
 ME0529
 ME0529.The modeled gravity was interpolated from observed gravity values.
 ME0529
 ME0529;                    North         East    Units  Estimated Accuracy
 ME0529;SPC IN W     -   681,700.      938,750.      MT  (+/- 180 meters Scaled)
 ME0529
 ME0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317818(NAD 83)
 ME0529
 ME0529                          SUPERSEDED SURVEY CONTROL
 ME0529
 ME0529  NGVD 29 (01/19/93)  208.773  (m)          684.95   (f) ADJUSTED    1 1
 ME0529  NGVD 29 (??/??/92)  208.773  (m)          684.95   (f) SUPERSEDED  1 1
 ME0529
 ME0529.Superseded values are not recommended for survey control.
 ME0529
 ME0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0529.See file dsdata.pdf to determine how the superseded data were derived.
 ME0529
 ME0529_MARKER: DB = BENCH MARK DISK
 ME0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0529_SP_SET: HEADWALL
 ME0529_STAMPING: V 150 1946
 ME0529_MARK LOGO: CGS
 ME0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0529+STABILITY: SURFACE MOTION
 ME0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0529+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2017
 ME0529
 ME0529  HISTORY     - Date     Condition        Report By
 ME0529  HISTORY     - 1946     MONUMENTED       CGS
 ME0529  HISTORY     - 1968     GOOD             CGS
 ME0529  HISTORY     - 1988     GOOD             USPSQD
 ME0529  HISTORY     - 19920907 GOOD             NGS
 ME0529  HISTORY     - 20170320 GOOD             INDOT
 ME0529
 ME0529                          STATION DESCRIPTION
 ME0529
 ME0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0529'2 MI W FROM HAMLET.
 ME0529'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0529'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.1 MILE WEST OF
 ME0529'MILEPOST 400, ABOUT 4 RAILS EAST OF THE CENTER OF THE U.S.
 ME0529'HIGHWAY 35 OVERPASS OVER THE TRACKS, SET ON THE TOP OF THE WEST
 ME0529'END OF THE SOUTH HEAD WALL OF STONE BRIDGE 400.09 OVER A DRAINAGE
 ME0529'DITCH, 8 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK,
 ME0529'1.5 FEET EAST OF THE WEST END OF THE HEAD WALL AND 2 1/2 FEET
 ME0529'BELOW THE LEVEL OF THE TRACK.  SEC 23, T 34 N, R 2 W.
 ME0529
 ME0529                          STATION RECOVERY (1988)
 ME0529
 ME0529'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0529'RECOVERED IN GOOD CONDITION.
 ME0529
 ME0529                          STATION RECOVERY (1992)
 ME0529
 ME0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0529'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0529'HAMLET, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0529'IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE WEST END OF THE SOUTH
 ME0529'CONCRETE HEADWALL OF A RAILROAD BRIDGE SPANNING A DITCH, 2.4 M
 ME0529'(7.9 FT) SOUTH OF THE NEAR RAIL, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 ME0529'OF THE TRACK.
 ME0529
 ME0529                          STATION RECOVERY (2017)
 ME0529
 ME0529'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1074 ***********************************************************************
 ME1074  DESIGNATION -  V 151
 ME1074  PID         -  ME1074
 ME1074  STATE/COUNTY-  IN/PORTER
 ME1074  COUNTRY     -  US
 ME1074  USGS QUAD   -  CHESTERTON (2019)
 ME1074
 ME1074                         *CURRENT SURVEY CONTROL
 ME1074  ______________________________________________________________________
 ME1074* NAD 83(1986) POSITION- 41 33 00.     (N) 087 06 17.     (W)   SCALED
 ME1074* NAVD 88 ORTHO HEIGHT -   197.250 (meters)      647.14  (feet) ADJUSTED
 ME1074  ______________________________________________________________________
 ME1074  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 ME1074  DYNAMIC HEIGHT  -        197.174 (meters)      646.90  (feet) COMP
 ME1074  MODELED GRAVITY -    980,238.1   (mgal)                       NAVD 88
 ME1074
 ME1074  VERT ORDER      -  SECOND    CLASS 0
 ME1074
 ME1074.The horizontal coordinates were scaled from a map and have
 ME1074.an estimated accuracy of +/- 6 seconds.
 ME1074
 ME1074.The orthometric height was determined by differential leveling and
 ME1074.adjusted by the NATIONAL GEODETIC SURVEY
 ME1074.in June 1991.
 ME1074
 ME1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1074.GEOID18 height accuracy estimate available here.
 ME1074
 ME1074.Click photographs - Photos may exist for this station.
 ME1074
 ME1074.The dynamic height is computed by dividing the NAVD 88
 ME1074.geopotential number by the normal gravity value computed on the
 ME1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1074.degrees latitude (g = 980.6199 gals.).
 ME1074
 ME1074.The modeled gravity was interpolated from observed gravity values.
 ME1074
 ME1074;                    North         East    Units  Estimated Accuracy
 ME1074;SPC IN W     -   699,640.      898,220.      MT  (+/- 180 meters Scaled)
 ME1074
 ME1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL912998(NAD 83)
 ME1074
 ME1074                          SUPERSEDED SURVEY CONTROL
 ME1074
 ME1074  NGVD 29 (??/??/92)  197.341  (m)          647.44   (f) ADJ UNCH    2 0
 ME1074
 ME1074.Superseded values are not recommended for survey control.
 ME1074
 ME1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1074.See file dsdata.pdf to determine how the superseded data were derived.
 ME1074
 ME1074_MARKER: DB = BENCH MARK DISK
 ME1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1074_STAMPING: V 151 1946
 ME1074_MARK LOGO: CGS
 ME1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1074+STABILITY: SURFACE MOTION
 ME1074
 ME1074  HISTORY     - Date     Condition        Report By
 ME1074  HISTORY     - 1946     MONUMENTED       CGS
 ME1074  HISTORY     - 1972     GOOD             BRADY
 ME1074  HISTORY     - 1978     GOOD
 ME1074  HISTORY     - 20220324 MARK NOT FOUND   IN-127
 ME1074
 ME1074                          STATION DESCRIPTION
 ME1074
 ME1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1074'3.4 MI W FROM WOODSVILLE JUNCTION.
 ME1074'ABOUT 3.4 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF
 ME1074'STATE HIGHWAY 49 AT WOODSVILLE JUNCTION, PORTER COUNTY, ABOUT
 ME1074'1.0 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 149, IN THE
 ME1074'SOUTHEAST QUARTER OF THE JUNCTION OF A TARVIA ROAD (KNOWN LOCALLY
 ME1074'AS BABCOCK ROAD) LEADING SOUTH TO BUTTERNUT SPRING, ABOUT 46
 ME1074'YARDS SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF
 ME1074'SLYTERS SERVICE STATION, 39 FEET SOUTH OF THE CENTER LINE OF THE
 ME1074'HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 ME1074'EAST OF A CONCRETE POST FENCE CORNER, 1.5 FEET NORTH OF THE
 ME1074'RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A WHITE WOODEN WITNESS
 ME1074'POST, AND ABOUT 1.0 FOOT LOWER THAN THE HIGHWAY.  A BRONZE DISK,
 ME1074'STAMPED V 151 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1074'ABOUT 5 INCHES ABOVE GROUND.
 ME1074
 ME1074                          STATION RECOVERY (1972)
 ME1074
 ME1074'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1074'RECOVERED IN GOOD CONDITION.
 ME1074
 ME1074                          STATION RECOVERY (1978)
 ME1074
 ME1074'RECOVERED 1978
 ME1074'RECOVERED IN GOOD CONDITION.
 ME1074
 ME1074                          STATION RECOVERY (2022)
 ME1074
 ME1074'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1074'ABOUT 2007, THE PAVEMENT OF CR200 WEST WAS WIDENED AND CONSTRUCTED TO
 ME1074'FULL DEPTH.  THE PURPOSE WAS TO CREATE A TURNING LANE ONTO US HIGHWAY
 ME1074'#6.  POST CONSTRUCTION WOULD PLACE THE ME1074 AT LEAST FOUR FEET WEST
 ME1074'OF THE EAST EDGE OF THE PAVEMENT.  WE FOUND NO EVIDENCE THAT THE
 ME1074'NATIONAL GEODETIC SURVEY MARKER OR REMNANTS SURVIVED THE NEW
 ME1074'CONSTRUCTION BASED ON THE DATA SHEET AND LOCAL CONDITIONS.  MARK NOT
 ME1074'FOUND, PRESUMED DESTROYED.  REPORT BY KEVIN BREITZKE, PS, PE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0786 ***********************************************************************
 ME0786  DESIGNATION -  V 152
 ME0786  PID         -  ME0786
 ME0786  STATE/COUNTY-  IN/LA PORTE
 ME0786  COUNTRY     -  US
 ME0786  USGS QUAD   -  LAPORTE WEST (2019)
 ME0786
 ME0786                         *CURRENT SURVEY CONTROL
 ME0786  ______________________________________________________________________
 ME0786* NAD 83(1986) POSITION- 41 32 48.     (N) 086 45 35.     (W)   SCALED
 ME0786* NAVD 88 ORTHO HEIGHT -   240.841 (meters)      790.16  (feet) ADJUSTED
 ME0786  ______________________________________________________________________
 ME0786  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 ME0786  DYNAMIC HEIGHT  -        240.746 (meters)      789.85  (feet) COMP
 ME0786  MODELED GRAVITY -    980,223.5   (mgal)                       NAVD 88
 ME0786
 ME0786  VERT ORDER      -  SECOND    CLASS 0
 ME0786
 ME0786.The horizontal coordinates were scaled from a map and have
 ME0786.an estimated accuracy of +/- 6 seconds.
 ME0786
 ME0786.The orthometric height was determined by differential leveling and
 ME0786.adjusted by the NATIONAL GEODETIC SURVEY
 ME0786.in June 1991.
 ME0786
 ME0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0786.GEOID18 height accuracy estimate available here.
 ME0786
 ME0786.Click photographs - Photos may exist for this station.
 ME0786
 ME0786.The dynamic height is computed by dividing the NAVD 88
 ME0786.geopotential number by the normal gravity value computed on the
 ME0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0786.degrees latitude (g = 980.6199 gals.).
 ME0786
 ME0786.The modeled gravity was interpolated from observed gravity values.
 ME0786
 ME0786;                    North         East    Units  Estimated Accuracy
 ME0786;SPC IN W     -   699,320.      927,000.      MT  (+/- 180 meters Scaled)
 ME0786
 ME0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL200994(NAD 83)
 ME0786
 ME0786                          SUPERSEDED SURVEY CONTROL
 ME0786
 ME0786  NGVD 29 (??/??/92)  240.941  (m)          790.49   (f) ADJ UNCH    2 0
 ME0786
 ME0786.Superseded values are not recommended for survey control.
 ME0786
 ME0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0786.See file dsdata.pdf to determine how the superseded data were derived.
 ME0786
 ME0786_MARKER: DB = BENCH MARK DISK
 ME0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0786_STAMPING: V 152 1946
 ME0786_MARK LOGO: CGS
 ME0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0786+STABILITY: SURFACE MOTION
 ME0786
 ME0786  HISTORY     - Date     Condition        Report By
 ME0786  HISTORY     - 1946     MONUMENTED       CGS
 ME0786  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0786
 ME0786                          STATION DESCRIPTION
 ME0786
 ME0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0786'2.5 MI S FROM DOOR VILLAGE.
 ME0786'ABOUT 0.5 MILE EAST AND 2.0 MILES SOUTH ALONG TARVIA ROADS FROM
 ME0786'THE PUBLIC SCHOOL AT DOOR VILLAGE, LA PORTE COUNTY, IN THE
 ME0786'SOUTHWEST QUARTER OF A ROAD INTERSECTION, 31 FEET WEST OF THE
 ME0786'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 22 FEET SOUTH OF THE
 ME0786'CENTER LINE OF THE EAST-AND-WEST ROAD, 30 FEET NORTH OF A POLE,
 ME0786'4 FEET SOUTH OF A FENCE CORNER, 1.0 FEET EAST OF THE FENCE, 2 FEET
 ME0786'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 ME0786'ROAD.  A BRONZE DISK, STAMPED V 152 1946 AND SET IN THE TOP
 ME0786'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0786
 ME0786                          STATION RECOVERY (2014)
 ME0786
 ME0786'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0786'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0495 ***********************************************************************
 ME0495  DESIGNATION -  V 153
 ME0495  PID         -  ME0495
 ME0495  STATE/COUNTY-  IN/LA PORTE
 ME0495  COUNTRY     -  US
 ME0495  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0495
 ME0495                         *CURRENT SURVEY CONTROL
 ME0495  ______________________________________________________________________
 ME0495* NAD 83(1986) POSITION- 41 28 33.     (N) 086 38 23.     (W)   SCALED
 ME0495* NAVD 88 ORTHO HEIGHT -   214.965 (meters)      705.26  (feet) ADJUSTED
 ME0495  ______________________________________________________________________
 ME0495  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0495  DYNAMIC HEIGHT  -        214.880 (meters)      704.99  (feet) COMP
 ME0495  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 ME0495
 ME0495  VERT ORDER      -  SECOND    CLASS 0
 ME0495
 ME0495.The horizontal coordinates were scaled from a map and have
 ME0495.an estimated accuracy of +/- 6 seconds.
 ME0495
 ME0495.The orthometric height was determined by differential leveling and
 ME0495.adjusted by the NATIONAL GEODETIC SURVEY
 ME0495.in June 1991.
 ME0495
 ME0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0495.GEOID18 height accuracy estimate available here.
 ME0495
 ME0495.Click photographs - Photos may exist for this station.
 ME0495
 ME0495.The dynamic height is computed by dividing the NAVD 88
 ME0495.geopotential number by the normal gravity value computed on the
 ME0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0495.degrees latitude (g = 980.6199 gals.).
 ME0495
 ME0495.The modeled gravity was interpolated from observed gravity values.
 ME0495
 ME0495;                    North         East    Units  Estimated Accuracy
 ME0495;SPC IN W     -   691,500.      937,050.      MT  (+/- 180 meters Scaled)
 ME0495
 ME0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL300916(NAD 83)
 ME0495
 ME0495                          SUPERSEDED SURVEY CONTROL
 ME0495
 ME0495  NGVD 29 (??/??/92)  215.077  (m)          705.63   (f) ADJ UNCH    2 0
 ME0495
 ME0495.Superseded values are not recommended for survey control.
 ME0495
 ME0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0495.See file dsdata.pdf to determine how the superseded data were derived.
 ME0495
 ME0495_MARKER: DB = BENCH MARK DISK
 ME0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0495_STAMPING: V 153 1946
 ME0495_MARK LOGO: CGS
 ME0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0495+STABILITY: SURFACE MOTION
 ME0495
 ME0495  HISTORY     - Date     Condition        Report By
 ME0495  HISTORY     - 1946     MONUMENTED       CGS
 ME0495  HISTORY     - 1987     GOOD             USPSQD
 ME0495  HISTORY     - 1989     GOOD             USPSQD
 ME0495  HISTORY     - 1990     GOOD             USPSQD
 ME0495
 ME0495                          STATION DESCRIPTION
 ME0495
 ME0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0495'AT LUCAS CORNER.
 ME0495'AT LUCAS CORNER, LA PORTE COUNTY, ABOUT 0.65 MILE SOUTH OF
 ME0495'KINGSBURY STATION ON THE BALTIMORE AND OHIO RAILROAD, IN THE
 ME0495'SOUTHEAST QUARTER OF THE JUNCTION OF U.S. HIGHWAYS 6 AND 35, 59.5
 ME0495'FEET EAST OF THE CENTER LINE OF U.S. HWY. 35, 53 FEET SOUTH OF
 ME0495'THE CENTER LINE OF U.S. HWY. 6, 7.5 FEET NORTH OF A FENCE, 2.5
 ME0495'FEET SOUTHEAST OF A GUY POLE, 2 FEET WEST OF A WHITE WOODEN
 ME0495'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE PAVEMENT.  A
 ME0495'BRONZE DISK, STAMPED V 153 1946 AND SET IN THE TOP OF A CONCRETE
 ME0495'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0495
 ME0495                          STATION RECOVERY (1987)
 ME0495
 ME0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0495'RECOVERED IN GOOD CONDITION.
 ME0495
 ME0495                          STATION RECOVERY (1989)
 ME0495
 ME0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (KU)
 ME0495'RECOVERED IN GOOD CONDITION.
 ME0495
 ME0495                          STATION RECOVERY (1990)
 ME0495
 ME0495'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0889 ***********************************************************************
 ME0889  DESIGNATION -  V 155
 ME0889  PID         -  ME0889
 ME0889  STATE/COUNTY-  IN/LA PORTE
 ME0889  COUNTRY     -  US
 ME0889  USGS QUAD   -  STILLWELL (2019)
 ME0889
 ME0889                         *CURRENT SURVEY CONTROL
 ME0889  ______________________________________________________________________
 ME0889* NAD 83(1986) POSITION- 41 34 45.     (N) 086 31 54.     (W)   SCALED
 ME0889* NAVD 88 ORTHO HEIGHT -   213.238 (meters)      699.60  (feet) ADJUSTED
 ME0889  ______________________________________________________________________
 ME0889  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME0889  DYNAMIC HEIGHT  -        213.154 (meters)      699.32  (feet) COMP
 ME0889  MODELED GRAVITY -    980,225.5   (mgal)                       NAVD 88
 ME0889
 ME0889  VERT ORDER      -  SECOND    CLASS 0
 ME0889
 ME0889.The horizontal coordinates were scaled from a map and have
 ME0889.an estimated accuracy of +/- 6 seconds.
 ME0889
 ME0889.The orthometric height was determined by differential leveling and
 ME0889.adjusted by the NATIONAL GEODETIC SURVEY
 ME0889.in June 1991.
 ME0889
 ME0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0889.GEOID18 height accuracy estimate available here.
 ME0889
 ME0889.Click photographs - Photos may exist for this station.
 ME0889
 ME0889.The dynamic height is computed by dividing the NAVD 88
 ME0889.geopotential number by the normal gravity value computed on the
 ME0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0889.degrees latitude (g = 980.6199 gals.).
 ME0889
 ME0889.The modeled gravity was interpolated from observed gravity values.
 ME0889
 ME0889;                    North         East    Units  Estimated Accuracy
 ME0889;SPC IN W     -   703,030.      946,000.      MT  (+/- 180 meters Scaled)
 ME0889
 ME0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM390031(NAD 83)
 ME0889
 ME0889                          SUPERSEDED SURVEY CONTROL
 ME0889
 ME0889  NGVD 29 (??/??/92)  213.345  (m)          699.95   (f) ADJ UNCH    2 0
 ME0889
 ME0889.Superseded values are not recommended for survey control.
 ME0889
 ME0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0889.See file dsdata.pdf to determine how the superseded data were derived.
 ME0889
 ME0889_MARKER: DB = BENCH MARK DISK
 ME0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0889_SP_SET: BUILDING
 ME0889_STAMPING: V 155 1946
 ME0889_MARK LOGO: CGS
 ME0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0889+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2017
 ME0889
 ME0889  HISTORY     - Date     Condition        Report By
 ME0889  HISTORY     - 1946     MONUMENTED       CGS
 ME0889  HISTORY     - 1989     GOOD             USPSQD
 ME0889  HISTORY     - 20171019 GOOD             LFA
 ME0889
 ME0889                          STATION DESCRIPTION
 ME0889
 ME0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0889'AT MILL CREEK.
 ME0889'AT MILL CREEK, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE, SET
 ME0889'VERTICALLY IN THE NORTHEAST FACE OF THE BRICK WALL OF THE
 ME0889'LINCOLN TOWNSHIP SCHOOL BUILDING, 1.4 FEET SOUTHEAST OF THE
 ME0889'NORTH CORNER, ABOUT 2.5 FEET ABOVE THE GROUND, AND SET IN A
 ME0889'DRILL HOLE.
 ME0889
 ME0889                          STATION RECOVERY (1989)
 ME0889
 ME0889'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0889'RECOVERED IN GOOD CONDITION.
 ME0889
 ME0889                          STATION RECOVERY (2017)
 ME0889
 ME0889'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1352 ***********************************************************************
 LB1352  DESIGNATION -  V 157
 LB1352  PID         -  LB1352
 LB1352  STATE/COUNTY-  IN/JASPER
 LB1352  COUNTRY     -  US
 LB1352  USGS QUAD   -  RENSSELAER (2019)
 LB1352
 LB1352                         *CURRENT SURVEY CONTROL
 LB1352  ______________________________________________________________________
 LB1352* NAD 83(1986) POSITION- 40 56 27.08   (N) 087 09 44.85   (W)   HD_HELD1
 LB1352* NAVD 88 ORTHO HEIGHT -   199.190 (meters)      653.51  (feet) ADJUSTED
 LB1352  ______________________________________________________________________
 LB1352  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 LB1352  DYNAMIC HEIGHT  -        199.104 (meters)      653.23  (feet) COMP
 LB1352  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 LB1352
 LB1352  VERT ORDER      -  SECOND    CLASS 0
 LB1352
 LB1352.The horizontal coordinates were determined by differentially corrected
 LB1352.hand held GPS observations or other comparable positioning techniques
 LB1352.and have an estimated accuracy of +/- 3 meters.
 LB1352
 LB1352.The orthometric height was determined by differential leveling and
 LB1352.adjusted by the NATIONAL GEODETIC SURVEY
 LB1352.in June 1991.
 LB1352
 LB1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1352.GEOID18 height accuracy estimate available here.
 LB1352
 LB1352.Click photographs - Photos may exist for this station.
 LB1352
 LB1352.The dynamic height is computed by dividing the NAVD 88
 LB1352.geopotential number by the normal gravity value computed on the
 LB1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1352.degrees latitude (g = 980.6199 gals.).
 LB1352
 LB1352.The modeled gravity was interpolated from observed gravity values.
 LB1352
 LB1352;                    North         East    Units  Estimated Accuracy
 LB1352;SPC IN W     -   631,993.2     893,337.1     MT  (+/- 3 meters HH1 GPS) 
 LB1352
 LB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8632432204(NAD 83)
 LB1352
 LB1352                          SUPERSEDED SURVEY CONTROL
 LB1352
 LB1352  NGVD 29 (??/??/92)  199.277  (m)          653.79   (f) ADJ UNCH    2 0
 LB1352
 LB1352.Superseded values are not recommended for survey control.
 LB1352
 LB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1352.See file dsdata.pdf to determine how the superseded data were derived.
 LB1352
 LB1352_MARKER: DB = BENCH MARK DISK
 LB1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1352_SP_SET: BRIDGE ABUTMENT
 LB1352_STAMPING: V 157 1946
 LB1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1352+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1352
 LB1352  HISTORY     - Date     Condition        Report By
 LB1352  HISTORY     - 1946     MONUMENTED       CGS
 LB1352  HISTORY     - 20071110 GOOD             GEOCAC
 LB1352  HISTORY     - 20080808 GOOD             GEOCAC
 LB1352  HISTORY     - 20100310 GOOD             AEROME
 LB1352  HISTORY     - 20120327 GOOD             IN-073
 LB1352  HISTORY     - 20180318 MARK NOT FOUND   INDOT
 LB1352
 LB1352                          STATION DESCRIPTION
 LB1352
 LB1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1352'0.8 MI W FROM RENSSELAER.
 LB1352'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 114 FROM THE COURT
 LB1352'HOUSE AT RENSSELAER, ABOUT 120 YARDS WEST OF THE INTERSECTION
 LB1352'OF MATHESON STREET AND CLARK STREET (HIGHWAY 114), SET IN THE
 LB1352'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A 25-FOOT
 LB1352'FOOTBRIDGE ON THE NORTH SIDE OF HIGHWAY BRIDGE NUMBER 114
 LB1352'Y-6.02, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5
 LB1352'FEET NORTH OF THE CENTER OF THE CONCRETE SIDEWALK, 1.5 FOOT
 LB1352'BELOW HIGHWAY LEVEL.
 LB1352
 LB1352                          STATION RECOVERY (2007)
 LB1352
 LB1352'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1352'RECOVERED IN GOOD CONDITION.
 LB1352
 LB1352                          STATION RECOVERY (2008)
 LB1352
 LB1352'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1352'RECOVERED IN GOOD CONDITION.
 LB1352
 LB1352                          STATION RECOVERY (2010)
 LB1352
 LB1352'RECOVERY NOTE BY AERO METRIC INC 2010
 LB1352'RECOVERED IN GOOD CONDITION.
 LB1352
 LB1352                          STATION RECOVERY (2012)
 LB1352
 LB1352'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1352'RECOVERED IN GOOD CONDITION.
 LB1352
 LB1352                          STATION RECOVERY (2018)
 LB1352
 LB1352'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1352'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1182 ***********************************************************************
 MD1182  DESIGNATION -  V 158 RESET
 MD1182  PID         -  MD1182
 MD1182  STATE/COUNTY-  IN/ELKHART
 MD1182  COUNTRY     -  US
 MD1182  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1182
 MD1182                         *CURRENT SURVEY CONTROL
 MD1182  ______________________________________________________________________
 MD1182* NAD 83(1986) POSITION- 41 27 03.     (N) 085 43 46.     (W)   SCALED
 MD1182* NAVD 88 ORTHO HEIGHT -   279.57  (meters)      917.2   (feet) RESET
 MD1182  ______________________________________________________________________
 MD1182  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 MD1182  VERT ORDER      -  THIRD
 MD1182
 MD1182.The horizontal coordinates were scaled from a map and have
 MD1182.an estimated accuracy of +/- 6 seconds.
 MD1182
 MD1182.The orthometric height was computed from unverified reset data.
 MD1182
 MD1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1182.GEOID18 height accuracy estimate available here.
 MD1182
 MD1182.Click photographs - Photos may exist for this station.
 MD1182
 MD1182;                    North         East    Units  Estimated Accuracy
 MD1182;SPC IN E     -   688,630.       94,760.      MT  (+/- 180 meters Scaled)
 MD1182
 MD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL061895(NAD 83)
 MD1182
 MD1182                          SUPERSEDED SURVEY CONTROL
 MD1182
 MD1182.No superseded survey control is available for this station.
 MD1182
 MD1182_MARKER: DV = VERTICAL CONTROL DISK
 MD1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1182_STAMPING: V 158 RESET 1973
 MD1182_MARK LOGO: NGS
 MD1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1182+STABILITY: SURFACE MOTION
 MD1182
 MD1182  HISTORY     - Date     Condition        Report By
 MD1182  HISTORY     - 1973     MONUMENTED       NGS
 MD1182
 MD1182                          STATION DESCRIPTION
 MD1182
 MD1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MD1182'8 MI SW FROM LIGONIER.
 MD1182'7.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 MD1182'HIGHWAY 33 AT THE SOUTH EDGE OF LIGONIER, 40 FEET NORTH OF THE
 MD1182'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST
 MD1182'OF A METAL WITNESS POST, 25 FEET EAST OF THE NORTH 1 OF 2 CONCRETE
 MD1182'RIGHT-OF-WAY POST, ABOUT 200 FEET NORTHEAST OF THE HEX GRANGE
 MD1182'BUILDING AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 MD1182'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1137 ***********************************************************************
 MD1137  DESIGNATION -  V 159
 MD1137  PID         -  MD1137
 MD1137  STATE/COUNTY-  IN/KOSCIUSKO
 MD1137  COUNTRY     -  US
 MD1137  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1137
 MD1137                         *CURRENT SURVEY CONTROL
 MD1137  ______________________________________________________________________
 MD1137* NAD 83(1986) POSITION- 41 24 02.     (N) 085 43 53.     (W)   SCALED
 MD1137* NAVD 88 ORTHO HEIGHT -   262.402 (meters)      860.90  (feet) ADJUSTED
 MD1137  ______________________________________________________________________
 MD1137  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 MD1137  DYNAMIC HEIGHT  -        262.294 (meters)      860.54  (feet) COMP
 MD1137  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 MD1137
 MD1137  VERT ORDER      -  SECOND    CLASS 0
 MD1137
 MD1137.The horizontal coordinates were scaled from a map and have
 MD1137.an estimated accuracy of +/- 6 seconds.
 MD1137
 MD1137.The orthometric height was determined by differential leveling and
 MD1137.adjusted by the NATIONAL GEODETIC SURVEY
 MD1137.in June 1991.
 MD1137
 MD1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1137.GEOID18 height accuracy estimate available here.
 MD1137
 MD1137.Click photographs - Photos may exist for this station.
 MD1137
 MD1137.The dynamic height is computed by dividing the NAVD 88
 MD1137.geopotential number by the normal gravity value computed on the
 MD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1137.degrees latitude (g = 980.6199 gals.).
 MD1137
 MD1137.The modeled gravity was interpolated from observed gravity values.
 MD1137
 MD1137;                    North         East    Units  Estimated Accuracy
 MD1137;SPC IN E     -   683,040.       94,590.      MT  (+/- 180 meters Scaled)
 MD1137
 MD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL060840(NAD 83)
 MD1137
 MD1137                          SUPERSEDED SURVEY CONTROL
 MD1137
 MD1137  NGVD 29 (??/??/92)  262.528  (m)          861.31   (f) ADJ UNCH    2 0
 MD1137
 MD1137.Superseded values are not recommended for survey control.
 MD1137
 MD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1137.See file dsdata.pdf to determine how the superseded data were derived.
 MD1137
 MD1137_MARKER: DB = BENCH MARK DISK
 MD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1137_STAMPING: V 159 1946
 MD1137_MARK LOGO: CGS
 MD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1137+STABILITY: SURFACE MOTION
 MD1137
 MD1137  HISTORY     - Date     Condition        Report By
 MD1137  HISTORY     - 1946     MONUMENTED       CGS
 MD1137  HISTORY     - 1969     GOOD             CGS
 MD1137  HISTORY     - 1973     GOOD             BRADY
 MD1137  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1137
 MD1137                          STATION DESCRIPTION
 MD1137
 MD1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1137'2 MI S FROM SYRACUSE.
 MD1137'2.05 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE BALTIMORE AND
 MD1137'OHIO RAILROAD STATION AT SYRACUSE, AT A DRIVEWAY LEADING SOUTH
 MD1137'TO A FARM HOUSE AND A GROVE OF OAK TREES, 37 FEET SOUTH OF THE
 MD1137'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE
 MD1137'DRIVEWAY, 4.5 FEET EAST OF POWER POLE NO. 530/558, ABOUT LEVEL
 MD1137'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MD1137'PROJECTING 3 INCHES WITH A STEEL WITNESS POST FACING THE
 MD1137'HIGHWAY.
 MD1137
 MD1137                          STATION RECOVERY (1973)
 MD1137
 MD1137'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 MD1137'RECOVERED IN GOOD CONDITION.
 MD1137
 MD1137                          STATION RECOVERY (1997)
 MD1137
 MD1137'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1123 ***********************************************************************
 MD1123  DESIGNATION -  V 160
 MD1123  PID         -  MD1123
 MD1123  STATE/COUNTY-  IN/KOSCIUSKO
 MD1123  COUNTRY     -  US
 MD1123  USGS QUAD   -  PIERCETON (2019)
 MD1123
 MD1123                         *CURRENT SURVEY CONTROL
 MD1123  ______________________________________________________________________
 MD1123* NAD 83(1986) POSITION- 41 14 51.     (N) 085 41 58.     (W)   SCALED
 MD1123* NAVD 88 ORTHO HEIGHT -   269.884 (meters)      885.44  (feet) ADJUSTED
 MD1123  ______________________________________________________________________
 MD1123  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 MD1123  DYNAMIC HEIGHT  -        269.771 (meters)      885.07  (feet) COMP
 MD1123  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 MD1123
 MD1123  VERT ORDER      -  SECOND    CLASS 0
 MD1123
 MD1123.The horizontal coordinates were scaled from a map and have
 MD1123.an estimated accuracy of +/- 6 seconds.
 MD1123
 MD1123.The orthometric height was determined by differential leveling and
 MD1123.adjusted by the NATIONAL GEODETIC SURVEY
 MD1123.in June 1991.
 MD1123
 MD1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1123.GEOID18 height accuracy estimate available here.
 MD1123
 MD1123.Click photographs - Photos may exist for this station.
 MD1123
 MD1123.The dynamic height is computed by dividing the NAVD 88
 MD1123.geopotential number by the normal gravity value computed on the
 MD1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1123.degrees latitude (g = 980.6199 gals.).
 MD1123
 MD1123.The modeled gravity was interpolated from observed gravity values.
 MD1123
 MD1123;                    North         East    Units  Estimated Accuracy
 MD1123;SPC IN E     -   666,040.       97,250.      MT  (+/- 180 meters Scaled)
 MD1123
 MD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL089670(NAD 83)
 MD1123
 MD1123                          SUPERSEDED SURVEY CONTROL
 MD1123
 MD1123  NGVD 29 (??/??/92)  270.005  (m)          885.84   (f) ADJ UNCH    2 0
 MD1123
 MD1123.Superseded values are not recommended for survey control.
 MD1123
 MD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1123.See file dsdata.pdf to determine how the superseded data were derived.
 MD1123
 MD1123_MARKER: DB = BENCH MARK DISK
 MD1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1123_STAMPING: V 160 1946
 MD1123_MARK LOGO: CGS
 MD1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1123+STABILITY: SURFACE MOTION
 MD1123
 MD1123  HISTORY     - Date     Condition        Report By
 MD1123  HISTORY     - 1946     MONUMENTED       CGS
 MD1123  HISTORY     - 1969     GOOD             CGS
 MD1123  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD1123
 MD1123                          STATION DESCRIPTION
 MD1123
 MD1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1123'3.6 MI N FROM PIERCETON.
 MD1123'3.55 MILES SOUTH ALONG HIGHWAY 13 FROM THE POST OFFICE AT
 MD1123'PIERCETON, ABOUT 0.7 MILE NORTH OF OLD HIGHWAY 30.  AT THE F.
 MD1123'LESLIE ORR FARM, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MD1123'35.5 FEET NORTH OF POWER POLE NO. 602/647, 16 FEET SOUTHWEST OF
 MD1123'THE SOUTH END OF A 12 INCH PIPE CULVERT 1 FOOT EAST OF THE FENCE
 MD1123'LINE, ABOUT 3 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 MD1123'CONCRETE POST PROJECTING 4 INCHES.  S.W.P. 1 FOOT WEST OF BENCH
 MD1123'MARK.
 MD1123
 MD1123                          STATION RECOVERY (1997)
 MD1123
 MD1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0844 ***********************************************************************
 MD0844  DESIGNATION -  V 161
 MD0844  PID         -  MD0844
 MD0844  STATE/COUNTY-  IN/NOBLE
 MD0844  COUNTRY     -  US
 MD0844  USGS QUAD   -  KENDALLVILLE (2019)
 MD0844
 MD0844                         *CURRENT SURVEY CONTROL
 MD0844  ______________________________________________________________________
 MD0844* NAD 83(1986) POSITION- 41 25 27.79   (N) 085 15 52.97   (W)   HD_HELD1
 MD0844* NAVD 88 ORTHO HEIGHT -   299.191 (meters)      981.60  (feet) ADJUSTED
 MD0844  ______________________________________________________________________
 MD0844  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 MD0844  DYNAMIC HEIGHT  -        299.071 (meters)      981.20  (feet) COMP
 MD0844  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 MD0844
 MD0844  VERT ORDER      -  SECOND    CLASS I
 MD0844
 MD0844.The horizontal coordinates were determined by differentially corrected
 MD0844.hand held GPS observations or other comparable positioning techniques
 MD0844.and have an estimated accuracy of +/- 3 meters.
 MD0844
 MD0844.The orthometric height was determined by differential leveling and
 MD0844.adjusted by the NATIONAL GEODETIC SURVEY
 MD0844.in March 2022.
 MD0844
 MD0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0844.GEOID18 height accuracy estimate available here.
 MD0844
 MD0844.Click photographs - Photos may exist for this station.
 MD0844
 MD0844.The dynamic height is computed by dividing the NAVD 88
 MD0844.geopotential number by the normal gravity value computed on the
 MD0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0844.degrees latitude (g = 980.6199 gals.).
 MD0844
 MD0844.The modeled gravity was interpolated from observed gravity values.
 MD0844
 MD0844;                    North         East    Units  Estimated Accuracy
 MD0844;SPC IN E     -   685,766.1     133,599.4     MT  (+/- 3 meters HH1 GPS) 
 MD0844
 MD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4500287322(NAD 83)
 MD0844
 MD0844                          SUPERSEDED SURVEY CONTROL
 MD0844
 MD0844  NAVD 88 (06/15/91)  299.195  (m)          981.61   (f) SUPERSEDED  2 0
 MD0844  NGVD 29 (??/??/92)  299.333  (m)          982.06   (f) ADJ UNCH    2 0
 MD0844
 MD0844.Superseded values are not recommended for survey control.
 MD0844
 MD0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0844.See file dsdata.pdf to determine how the superseded data were derived.
 MD0844
 MD0844_MARKER: DB = BENCH MARK DISK
 MD0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0844_SP_SET: CULVERT HEADWALL
 MD0844_STAMPING: V 161 1946
 MD0844_MARK LOGO: CGS
 MD0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0844+STABILITY: SURFACE MOTION
 MD0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0844+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2018
 MD0844
 MD0844  HISTORY     - Date     Condition        Report By
 MD0844  HISTORY     - 1946     MONUMENTED       CGS
 MD0844  HISTORY     - 1962     GOOD             CGS
 MD0844  HISTORY     - 20061117 GOOD             INDIV
 MD0844  HISTORY     - 20180207 GOOD             INDOT
 MD0844
 MD0844                          STATION DESCRIPTION
 MD0844
 MD0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0844'1 MI N FROM LISBON.
 MD0844'ABOUT 1.2 MILES S ALONG NO. 3 INDIANA HWY. FROM THE CITY HALL
 MD0844'IN KENDALLVILLE, ABOUT 1.0 MILES N ALONG SAME HWY. FROM THE
 MD0844'CROSSROADS AT LISBON, ABOUT 145 YARDS S OF A CROSS ROAD, 22-1/2
 MD0844'FEET W OF CENTER LINE OF THE HWY., 0.4 FOOT LOWER THAN SAME,
 MD0844'1.0 FEET S OF N END OF THE HEADWALL OF AN 8-FOOT CONCRETE CULVERT,
 MD0844'SET IN DRILL HOLE.
 MD0844
 MD0844                          STATION RECOVERY (2006)
 MD0844
 MD0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0844'RECOVERED IN GOOD CONDITION.
 MD0844
 MD0844                          STATION RECOVERY (2018)
 MD0844
 MD0844'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0844'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF GARRETT, 6.2
 MD0844'MI (10.0 KM) WEST OF CORUNNA, 0.93 MI (1.50 KM) NORTH OF LISBON AND
 MD0844'1.2 MI (1.9 KM) SOUTH OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MD0844'
 MD0844'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE ROAD 3 (A
 MD0844'LIMITED ACCESS FACILITY), TRAVEL 2.57 MI (4.14 KM) SOUTH AND SOUTHEAST
 MD0844'ALONG STATE ROAD 3 TO SOUTH MAIN STREET.  TURN LEFT (NORTHEAST) AND
 MD0844'TRAVEL 0.28 MI (0.45 KM) TO THE MONUMENT ON THE LEFT (WEST) SIDE OF
 MD0844'THE ROAD, LOCATED ON A CONCRETE CULVERT.
 MD0844'
 MD0844'THE STATION IS APPROXIMATELY 0.5 FT (15 CM) LOWER THAN THE LEVEL OF
 MD0844'THE ROAD AND IS ON THE NORTHWEST PORTION OF THE CULVERT.  IT IS
 MD0844'LOCATED 22 FT (6.7 M) WEST OF THE ROAD CENTERLINE, 22.7 FT (6.9 M)
 MD0844'SOUTHEAST OF A POWER POLE AND 1 FT (0.3 M) SOUTH OF THE NORTH END OF
 MD0844'THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0871 ***********************************************************************
 MD0871  DESIGNATION -  V 162
 MD0871  PID         -  MD0871
 MD0871  STATE/COUNTY-  IN/DE KALB
 MD0871  COUNTRY     -  US
 MD0871  USGS QUAD   -  GARRETT (2019)
 MD0871
 MD0871                         *CURRENT SURVEY CONTROL
 MD0871  ______________________________________________________________________
 MD0871* NAD 83(1986) POSITION- 41 21 56.     (N) 085 10 27.     (W)   SCALED
 MD0871* NAVD 88 ORTHO HEIGHT -   273.502 (meters)      897.31  (feet) ADJUSTED
 MD0871  ______________________________________________________________________
 MD0871  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 MD0871  DYNAMIC HEIGHT  -        273.393 (meters)      896.96  (feet) COMP
 MD0871  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 MD0871
 MD0871  VERT ORDER      -  SECOND    CLASS 0
 MD0871
 MD0871.The horizontal coordinates were scaled from a map and have
 MD0871.an estimated accuracy of +/- 6 seconds.
 MD0871
 MD0871.The orthometric height was determined by differential leveling and
 MD0871.adjusted by the NATIONAL GEODETIC SURVEY
 MD0871.in June 1991.
 MD0871
 MD0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0871.GEOID18 height accuracy estimate available here.
 MD0871
 MD0871.Click photographs - Photos may exist for this station.
 MD0871
 MD0871.The dynamic height is computed by dividing the NAVD 88
 MD0871.geopotential number by the normal gravity value computed on the
 MD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0871.degrees latitude (g = 980.6199 gals.).
 MD0871
 MD0871.The modeled gravity was interpolated from observed gravity values.
 MD0871
 MD0871;                    North         East    Units  Estimated Accuracy
 MD0871;SPC IN E     -   679,270.      141,210.      MT  (+/- 180 meters Scaled)
 MD0871
 MD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL527809(NAD 83)
 MD0871
 MD0871                          SUPERSEDED SURVEY CONTROL
 MD0871
 MD0871  NGVD 29 (??/??/92)  273.648  (m)          897.79   (f) ADJ UNCH    2 0
 MD0871
 MD0871.Superseded values are not recommended for survey control.
 MD0871
 MD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0871.See file dsdata.pdf to determine how the superseded data were derived.
 MD0871
 MD0871_MARKER: DB = BENCH MARK DISK
 MD0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0871_STAMPING: V 162 1946
 MD0871_MARK LOGO: CGS
 MD0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0871+STABILITY: SURFACE MOTION
 MD0871
 MD0871  HISTORY     - Date     Condition        Report By
 MD0871  HISTORY     - 1946     MONUMENTED       CGS
 MD0871  HISTORY     - 1962     GOOD             CGS
 MD0871
 MD0871                          STATION DESCRIPTION
 MD0871
 MD0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0871'3.5 MI E FROM AVILLA.
 MD0871'ABOUT 3.5 MILES E ALONG NO. 8 INDIANA HWY. FROM ITS JUNCTION
 MD0871'WITH NO. 3 INDIANA HWY. AT THE MAIN CORNER IN AVILLA, 8 FEET E
 MD0871'OF THE PROJECTED CENTER LINE OF NO. 3 COUNTY ROAD FROM THE S,
 MD0871'40 FEET N OF CENTER LINE OF 20-FOOT HWY. PAVEMENT, 1.2 FEET
 MD0871'LOWER THAN THE INTERSECTION OF CENTER LINES OF ROADS, 8 FEET E
 MD0871'OF FENCE T-INTERSECTION, 1.5 FEET W OF STEEL WITNESS POST, AND
 MD0871'PROJECTING 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0882 ***********************************************************************
 MD0882  DESIGNATION -  V 163
 MD0882  PID         -  MD0882
 MD0882  STATE/COUNTY-  IN/NOBLE
 MD0882  COUNTRY     -  US
 MD0882  USGS QUAD   -  MERRIAM (2019)
 MD0882
 MD0882                         *CURRENT SURVEY CONTROL
 MD0882  ______________________________________________________________________
 MD0882* NAD 83(1986) POSITION- 41 22 12.     (N) 085 23 08.     (W)   SCALED
 MD0882* NAVD 88 ORTHO HEIGHT -   294.696 (meters)      966.85  (feet) ADJUSTED
 MD0882  ______________________________________________________________________
 MD0882  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 MD0882  DYNAMIC HEIGHT  -        294.578 (meters)      966.46  (feet) COMP
 MD0882  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 MD0882
 MD0882  VERT ORDER      -  SECOND    CLASS 0
 MD0882
 MD0882.The horizontal coordinates were scaled from a map and have
 MD0882.an estimated accuracy of +/- 6 seconds.
 MD0882
 MD0882.The orthometric height was determined by differential leveling and
 MD0882.adjusted by the NATIONAL GEODETIC SURVEY
 MD0882.in June 1991.
 MD0882
 MD0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0882.GEOID18 height accuracy estimate available here.
 MD0882
 MD0882.Click photographs - Photos may exist for this station.
 MD0882
 MD0882.The dynamic height is computed by dividing the NAVD 88
 MD0882.geopotential number by the normal gravity value computed on the
 MD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0882.degrees latitude (g = 980.6199 gals.).
 MD0882
 MD0882.The modeled gravity was interpolated from observed gravity values.
 MD0882
 MD0882;                    North         East    Units  Estimated Accuracy
 MD0882;SPC IN E     -   679,690.      123,520.      MT  (+/- 180 meters Scaled)
 MD0882
 MD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL350810(NAD 83)
 MD0882
 MD0882                          SUPERSEDED SURVEY CONTROL
 MD0882
 MD0882  NGVD 29 (??/??/92)  294.838  (m)          967.31   (f) ADJ UNCH    2 0
 MD0882
 MD0882.Superseded values are not recommended for survey control.
 MD0882
 MD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0882.See file dsdata.pdf to determine how the superseded data were derived.
 MD0882
 MD0882_MARKER: DB = BENCH MARK DISK
 MD0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0882_STAMPING: V 163 1946
 MD0882_MARK LOGO: CGS
 MD0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0882+STABILITY: SURFACE MOTION
 MD0882
 MD0882  HISTORY     - Date     Condition        Report By
 MD0882  HISTORY     - 1946     MONUMENTED       CGS
 MD0882  HISTORY     - 1962     GOOD             CGS
 MD0882  HISTORY     - 1969     GOOD             INHD
 MD0882
 MD0882                          STATION DESCRIPTION
 MD0882
 MD0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0882'4.8 MI SE FROM ALBION.
 MD0882'ABOUT 2.0 MILES S ALONG NO. 9 INDIANA HWY. FROM THE COURTHOUSE IN
 MD0882'ALBION, THENCE 1.6 MILES E, THENCE 0.25 MILE N, THENCE 0.5 MILE
 MD0882'E TO CROSSROADS AND THE MARK, 39 FEET S OF CENTER LINE, 39 FEET
 MD0882'E OF THE OTHER, ABOUT 2 FEET LOWER THAN THE INTERSECTION OF THE
 MD0882'TWO, ONE FOOT NW OF A FENCE, 1.5 FEET NE OF STEEL WITNESS POST,
 MD0882'AND PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- CROSSROADS IS
 MD0882'JUNCTION OF 200 EAST AND 125 NORTH.
 MD0882
 MD0882                          STATION RECOVERY (1969)
 MD0882
 MD0882'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1149 ***********************************************************************
 MD1149  DESIGNATION -  V 165
 MD1149  PID         -  MD1149
 MD1149  STATE/COUNTY-  IN/WHITLEY
 MD1149  COUNTRY     -  US
 MD1149  USGS QUAD   -  LORANE (2019)
 MD1149
 MD1149                         *CURRENT SURVEY CONTROL
 MD1149  ______________________________________________________________________
 MD1149* NAD 83(1986) POSITION- 41 11 35.     (N) 085 32 22.     (W)   SCALED
 MD1149* NAVD 88 ORTHO HEIGHT -   271.766 (meters)      891.62  (feet) ADJUSTED
 MD1149  ______________________________________________________________________
 MD1149  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 MD1149  DYNAMIC HEIGHT  -        271.657 (meters)      891.26  (feet) COMP
 MD1149  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD1149
 MD1149  VERT ORDER      -  SECOND    CLASS 0
 MD1149
 MD1149.The horizontal coordinates were scaled from a map and have
 MD1149.an estimated accuracy of +/- 6 seconds.
 MD1149
 MD1149.The orthometric height was determined by differential leveling and
 MD1149.adjusted by the NATIONAL GEODETIC SURVEY
 MD1149.in June 1991.
 MD1149
 MD1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1149.GEOID18 height accuracy estimate available here.
 MD1149
 MD1149.Click photographs - Photos may exist for this station.
 MD1149
 MD1149.The dynamic height is computed by dividing the NAVD 88
 MD1149.geopotential number by the normal gravity value computed on the
 MD1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1149.degrees latitude (g = 980.6199 gals.).
 MD1149
 MD1149.The modeled gravity was interpolated from observed gravity values.
 MD1149
 MD1149;                    North         East    Units  Estimated Accuracy
 MD1149;SPC IN E     -   660,010.      110,670.      MT  (+/- 180 meters Scaled)
 MD1149
 MD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL224612(NAD 83)
 MD1149
 MD1149                          SUPERSEDED SURVEY CONTROL
 MD1149
 MD1149  NGVD 29 (??/??/92)  271.915  (m)          892.11   (f) ADJ UNCH    2 0
 MD1149
 MD1149.Superseded values are not recommended for survey control.
 MD1149
 MD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1149.See file dsdata.pdf to determine how the superseded data were derived.
 MD1149
 MD1149_MARKER: DB = BENCH MARK DISK
 MD1149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1149_SP_SET: CULVERT HEADWALL
 MD1149_STAMPING: V 165 1946
 MD1149_MARK LOGO: CGS
 MD1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1149+STABILITY: SURFACE MOTION
 MD1149
 MD1149  HISTORY     - Date     Condition        Report By
 MD1149  HISTORY     - 1946     MONUMENTED       CGS
 MD1149  HISTORY     - 1961     GOOD             CGS
 MD1149
 MD1149                          STATION DESCRIPTION
 MD1149
 MD1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1149'4.1 MI NW FROM COLUMBIA CITY.
 MD1149'ABOUT 0.7 MILE WESTERLY ALONG NO. 30 U.S. HIGHWAY FROM THE COURTHOUSE
 MD1149'IN COLUMBIA CITY, THENCE 3.4 MILES NW ALONG LINCOLN WAY TO MARK
 MD1149'ON THE LEFT, ABOUT 150 YARDS N OF AN E-W CROSS ROAD, 34-1/2 FEET
 MD1149'W OF CENTER LINE OF 18-FOOT ASPHALT HIGHWAY PAVEMENT, 3.9 FEET
 MD1149'LOWER THAN SAME, SET IN A DRILL HOLE 1.3 FEET N OF S END OF
 MD1149'RETAINING CURB WALL OF A 10-FOOT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0193 ***********************************************************************
 ME0193  DESIGNATION -  V 166
 ME0193  PID         -  ME0193
 ME0193  STATE/COUNTY-  IN/MARSHALL
 ME0193  COUNTRY     -  US
 ME0193  USGS QUAD   -  PLYMOUTH (2019)
 ME0193
 ME0193                         *CURRENT SURVEY CONTROL
 ME0193  ______________________________________________________________________
 ME0193* NAD 83(1986) POSITION- 41 22 02.     (N) 086 18 42.     (W)   SCALED
 ME0193* NAVD 88 ORTHO HEIGHT -   241.508 (meters)      792.35  (feet) ADJUSTED
 ME0193  ______________________________________________________________________
 ME0193  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0193  DYNAMIC HEIGHT  -        241.407 (meters)      792.02  (feet) COMP
 ME0193  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 ME0193
 ME0193  VERT ORDER      -  SECOND    CLASS 0
 ME0193
 ME0193.The horizontal coordinates were scaled from a map and have
 ME0193.an estimated accuracy of +/- 6 seconds.
 ME0193
 ME0193.The orthometric height was determined by differential leveling and
 ME0193.adjusted by the NATIONAL GEODETIC SURVEY
 ME0193.in June 1991.
 ME0193
 ME0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0193.GEOID18 height accuracy estimate available here.
 ME0193
 ME0193.Click photographs - Photos may exist for this station.
 ME0193
 ME0193.The dynamic height is computed by dividing the NAVD 88
 ME0193.geopotential number by the normal gravity value computed on the
 ME0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0193.degrees latitude (g = 980.6199 gals.).
 ME0193
 ME0193.The modeled gravity was interpolated from observed gravity values.
 ME0193
 ME0193;                    North         East    Units  Estimated Accuracy
 ME0193;SPC IN E     -   679,540.       46,040.      MT  (+/- 180 meters Scaled)
 ME0193
 ME0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL575797(NAD 83)
 ME0193
 ME0193                          SUPERSEDED SURVEY CONTROL
 ME0193
 ME0193  NGVD 29 (??/??/92)  241.625  (m)          792.73   (f) ADJ UNCH    2 0
 ME0193
 ME0193.Superseded values are not recommended for survey control.
 ME0193
 ME0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0193.See file dsdata.pdf to determine how the superseded data were derived.
 ME0193
 ME0193_MARKER: DB = BENCH MARK DISK
 ME0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0193_SP_SET: BOX CULVERT HEADWALL
 ME0193_STAMPING: V 166 1946
 ME0193_MARK LOGO: CGS
 ME0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0193+STABILITY: SURFACE MOTION
 ME0193
 ME0193  HISTORY     - Date     Condition        Report By
 ME0193  HISTORY     - 1946     MONUMENTED       CGS
 ME0193  HISTORY     - 1983     GOOD             USPSQD
 ME0193  HISTORY     - 1987     GOOD             USPSQD
 ME0193  HISTORY     - 1988     GOOD             USPSQD
 ME0193
 ME0193                          STATION DESCRIPTION
 ME0193
 ME0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0193'1.6 MI N FROM PLYMOUTH.
 ME0193'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0193'OF U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 0.7 MILE SOUTH OF THE CROSSING
 ME0193'OF THE PENNSYLVANIA RAILROAD, ABOUT 125 YARDS NORTH OF THE MARSHALL
 ME0193'COUNTY COMMUNITY SALE OFFICE, AT A 6- BY 4-FOOT CONCRETE BOX
 ME0193'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL,
 ME0193'44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 ME0193'WITH THE HIGHWAY.
 ME0193
 ME0193                          STATION RECOVERY (1983)
 ME0193
 ME0193'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0193'RECOVERED IN GOOD CONDITION.
 ME0193
 ME0193                          STATION RECOVERY (1987)
 ME0193
 ME0193'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0193'RECOVERED IN GOOD CONDITION.
 ME0193
 ME0193                          STATION RECOVERY (1988)
 ME0193
 ME0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0045 ***********************************************************************
 ME0045  DESIGNATION -  V 167
 ME0045  PID         -  ME0045
 ME0045  STATE/COUNTY-  IN/ST JOSEPH
 ME0045  COUNTRY     -  US
 ME0045  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0045
 ME0045                         *CURRENT SURVEY CONTROL
 ME0045  ______________________________________________________________________
 ME0045* NAD 83(1986) POSITION- 41 38 47.84   (N) 086 15 08.18   (W)   HD_HELD1
 ME0045* NAVD 88 ORTHO HEIGHT -   230.146 (meters)      755.07  (feet) ADJUSTED
 ME0045  ______________________________________________________________________
 ME0045  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 ME0045  DYNAMIC HEIGHT  -        230.056 (meters)      754.78  (feet) COMP
 ME0045  MODELED GRAVITY -    980,226.7   (mgal)                       NAVD 88
 ME0045
 ME0045  VERT ORDER      -  SECOND    CLASS 0
 ME0045
 ME0045.The horizontal coordinates were determined by differentially corrected
 ME0045.hand held GPS observations or other comparable positioning techniques
 ME0045.and have an estimated accuracy of +/- 3 meters.
 ME0045
 ME0045.The orthometric height was determined by differential leveling and
 ME0045.adjusted by the NATIONAL GEODETIC SURVEY
 ME0045.in June 1991.
 ME0045
 ME0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0045.GEOID18 height accuracy estimate available here.
 ME0045
 ME0045.Click photographs - Photos may exist for this station.
 ME0045
 ME0045.The dynamic height is computed by dividing the NAVD 88
 ME0045.geopotential number by the normal gravity value computed on the
 ME0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0045.degrees latitude (g = 980.6199 gals.).
 ME0045
 ME0045.The modeled gravity was interpolated from observed gravity values.
 ME0045
 ME0045;                    North         East    Units  Estimated Accuracy
 ME0045;SPC IN E     -   710,535.4      51,216.2     MT  (+/- 3 meters HH1 GPS) 
 ME0045
 ME0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6226610812(NAD 83)
 ME0045
 ME0045                          SUPERSEDED SURVEY CONTROL
 ME0045
 ME0045  NGVD 29 (??/??/92)  230.261  (m)          755.45   (f) ADJ UNCH    2 0
 ME0045
 ME0045.Superseded values are not recommended for survey control.
 ME0045
 ME0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0045.See file dsdata.pdf to determine how the superseded data were derived.
 ME0045
 ME0045_MARKER: DB = BENCH MARK DISK
 ME0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0045_STAMPING: V 167 1946
 ME0045_MARK LOGO: CGS
 ME0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0045+STABILITY: SURFACE MOTION
 ME0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0045+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2013
 ME0045
 ME0045  HISTORY     - Date     Condition        Report By
 ME0045  HISTORY     - 1946     MONUMENTED       CGS
 ME0045  HISTORY     - 20060310 GOOD             INDIV
 ME0045  HISTORY     - 20130520 GOOD             INDOT
 ME0045  HISTORY     - 20131021 GOOD             LFA
 ME0045
 ME0045                          STATION DESCRIPTION
 ME0045
 ME0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0045'1.5 MI S FROM SOUTH BEND.
 ME0045'AT SOUTH BEND, ABOUT 1.5 MILES SOUTH ALONG THE PENNSYLVANIA
 ME0045'RAILROAD FROM THE STATION, IN THE NORTHEAST ANGLE OF THE CROSSING
 ME0045'OF WEST ECKMAN STREET LEADING TO STUDEBAKER PARTS AND ACCESSORIES
 ME0045'DEPARTMENT, PLANT 8, ABOUT 35 YARDS NORTHEAST ACROSS THE TRACKS
 ME0045'AND STREET FROM THE NORTHEAST CORNER OF THE ECKMAN STREET PLANT
 ME0045'OF THE SIBLEY MACHINE AND FOUNDRY CORPORATION, 31 FEET EAST
 ME0045'OF THE EAST RAIL, 29 FEET NORTH OF THE CENTER LINE OF THE STREET,
 ME0045'28 FEET NORTHEAST OF AN ELECTRIC FLASHER SIGNAL POLE, 23 FEET
 ME0045'WEST OF THE CENTER LINE OF AN ALLEY PARALLELING THE TRACK, 2.5
 ME0045'FEET WEST OF A TELEGRAPH POLE, ABOUT 1-1/2 FEET LOWER THAN THE
 ME0045'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 ME0045'INCHES.
 ME0045
 ME0045                          STATION RECOVERY (2006)
 ME0045
 ME0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0045'MARK IS NOW 0.5FT BELOW GRADE AND 3.6FT NORTHEAST OF A GAS VENT.
 ME0045
 ME0045                          STATION RECOVERY (2013)
 ME0045
 ME0045'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0045'RECOVERED IN GOOD CONDITION.
 ME0045
 ME0045                          STATION RECOVERY (2013)
 ME0045
 ME0045'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 ME0045'MARK IS 0.50 FEET BELOW GRADE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0165 ***********************************************************************
 ME0165  DESIGNATION -  V 168
 ME0165  PID         -  ME0165
 ME0165  STATE/COUNTY-  IN/MARSHALL
 ME0165  COUNTRY     -  US
 ME0165  USGS QUAD   -  BREMEN (2019)
 ME0165
 ME0165                         *CURRENT SURVEY CONTROL
 ME0165  ______________________________________________________________________
 ME0165* NAD 83(1986) POSITION- 41 26 46.     (N) 086 08 52.     (W)   SCALED
 ME0165* NAVD 88 ORTHO HEIGHT -   260.244 (meters)      853.82  (feet) ADJUSTED
 ME0165  ______________________________________________________________________
 ME0165  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME0165  DYNAMIC HEIGHT  -        260.136 (meters)      853.46  (feet) COMP
 ME0165  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 ME0165
 ME0165  VERT ORDER      -  SECOND    CLASS 0
 ME0165
 ME0165.The horizontal coordinates were scaled from a map and have
 ME0165.an estimated accuracy of +/- 6 seconds.
 ME0165
 ME0165.The orthometric height was determined by differential leveling and
 ME0165.adjusted by the NATIONAL GEODETIC SURVEY
 ME0165.in June 1991.
 ME0165
 ME0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0165.GEOID18 height accuracy estimate available here.
 ME0165
 ME0165.Click photographs - Photos may exist for this station.
 ME0165
 ME0165.The dynamic height is computed by dividing the NAVD 88
 ME0165.geopotential number by the normal gravity value computed on the
 ME0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0165.degrees latitude (g = 980.6199 gals.).
 ME0165
 ME0165.The modeled gravity was interpolated from observed gravity values.
 ME0165
 ME0165;                    North         East    Units  Estimated Accuracy
 ME0165;SPC IN E     -   688,210.       59,800.      MT  (+/- 180 meters Scaled)
 ME0165
 ME0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL711886(NAD 83)
 ME0165
 ME0165                          SUPERSEDED SURVEY CONTROL
 ME0165
 ME0165  NGVD 29 (??/??/92)  260.361  (m)          854.20   (f) ADJ UNCH    2 0
 ME0165
 ME0165.Superseded values are not recommended for survey control.
 ME0165
 ME0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0165.See file dsdata.pdf to determine how the superseded data were derived.
 ME0165
 ME0165_MARKER: DB = BENCH MARK DISK
 ME0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0165_SP_SET: TANK BASE
 ME0165_STAMPING: V 168 1946
 ME0165_MARK LOGO: CGS
 ME0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0165
 ME0165  HISTORY     - Date     Condition        Report By
 ME0165  HISTORY     - 1946     MONUMENTED       CGS
 ME0165  HISTORY     - 1988     GOOD             USPSQD
 ME0165  HISTORY     - 19940826 GOOD             USPSQD
 ME0165
 ME0165                          STATION DESCRIPTION
 ME0165
 ME0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0165'AT BREMEN.
 ME0165'AT BREMEN, 1 BLOCK WEST AND 1/2 BLOCK SOUTH OF THE BREMEN STATE
 ME0165'BANK, ON THE NORTHEAST SIDE OF THE CITY WATER TANK, IN THE TOP
 ME0165'OF THE CIRCULAR STONE BASE, 3.9 FEET NORTH OF THE CENTER OF A
 ME0165'DOORWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 ME0165
 ME0165                          STATION RECOVERY (1988)
 ME0165
 ME0165'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0165'RECOVERED IN GOOD CONDITION.
 ME0165
 ME0165                          STATION RECOVERY (1994)
 ME0165
 ME0165'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0182 ***********************************************************************
 ME0182  DESIGNATION -  V 169
 ME0182  PID         -  ME0182
 ME0182  STATE/COUNTY-  IN/MARSHALL
 ME0182  COUNTRY     -  US
 ME0182  USGS QUAD   -  BREMEN (2019)
 ME0182
 ME0182                         *CURRENT SURVEY CONTROL
 ME0182  ______________________________________________________________________
 ME0182* NAD 83(1986) POSITION- 41 24 17.     (N) 086 09 22.     (W)   SCALED
 ME0182* NAVD 88 ORTHO HEIGHT -   244.556 (meters)      802.35  (feet) ADJUSTED
 ME0182  ______________________________________________________________________
 ME0182  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0182  DYNAMIC HEIGHT  -        244.453 (meters)      802.01  (feet) COMP
 ME0182  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 ME0182
 ME0182  VERT ORDER      -  SECOND    CLASS 0
 ME0182
 ME0182.The horizontal coordinates were scaled from a map and have
 ME0182.an estimated accuracy of +/- 6 seconds.
 ME0182
 ME0182.The orthometric height was determined by differential leveling and
 ME0182.adjusted by the NATIONAL GEODETIC SURVEY
 ME0182.in June 1991.
 ME0182
 ME0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0182.GEOID18 height accuracy estimate available here.
 ME0182
 ME0182.Click photographs - Photos may exist for this station.
 ME0182
 ME0182.The dynamic height is computed by dividing the NAVD 88
 ME0182.geopotential number by the normal gravity value computed on the
 ME0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0182.degrees latitude (g = 980.6199 gals.).
 ME0182
 ME0182.The modeled gravity was interpolated from observed gravity values.
 ME0182
 ME0182;                    North         East    Units  Estimated Accuracy
 ME0182;SPC IN E     -   683,620.       59,080.      MT  (+/- 180 meters Scaled)
 ME0182
 ME0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL705840(NAD 83)
 ME0182
 ME0182                          SUPERSEDED SURVEY CONTROL
 ME0182
 ME0182  NGVD 29 (??/??/92)  244.673  (m)          802.73   (f) ADJ UNCH    2 0
 ME0182
 ME0182.Superseded values are not recommended for survey control.
 ME0182
 ME0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0182.See file dsdata.pdf to determine how the superseded data were derived.
 ME0182
 ME0182_MARKER: DB = BENCH MARK DISK
 ME0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0182_STAMPING: V 169 1946
 ME0182_MARK LOGO: CGS
 ME0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0182+STABILITY: SURFACE MOTION
 ME0182
 ME0182  HISTORY     - Date     Condition        Report By
 ME0182  HISTORY     - 1946     MONUMENTED       CGS
 ME0182  HISTORY     - 19940830 GOOD             USPSQD
 ME0182
 ME0182                          STATION DESCRIPTION
 ME0182
 ME0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0182'2 MI W FROM MUNCIE CORNER.
 ME0182'ABOUT 2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0182'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, IN THE SOUTHWEST
 ME0182'QUARTER OF THE INTERSECTION WITH A NORTH-AND-SOUTH BLACK-TOP
 ME0182'ROAD, 48 FEET WEST OF THE CENTER LINE OF THE BLACK-TOP ROAD,
 ME0182'22 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 66 FEET
 ME0182'EAST OF POWER POLE 271/427, 13 FEET WEST OF A FENCE CORNER, 1.5
 ME0182'FEET NORTH OF THE FENCE, ABOUT LEVEL WITH THE ROADS, AND IN THE
 ME0182'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0182
 ME0182                          STATION RECOVERY (1994)
 ME0182
 ME0182'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0914 ***********************************************************************
 ME0914  DESIGNATION -  V 17
 ME0914  PID         -  ME0914
 ME0914  STATE/COUNTY-  IN/LAKE
 ME0914  COUNTRY     -  US
 ME0914  USGS QUAD   -  HIGHLAND (2019)
 ME0914
 ME0914                         *CURRENT SURVEY CONTROL
 ME0914  ______________________________________________________________________
 ME0914* NAD 83(1986) POSITION- 41 30 18.     (N) 087 27 59.     (W)   SCALED
 ME0914* NAVD 88 ORTHO HEIGHT -   196.710 (meters)      645.37  (feet) ADJUSTED
 ME0914  ______________________________________________________________________
 ME0914  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 ME0914  DYNAMIC HEIGHT  -        196.634 (meters)      645.12  (feet) COMP
 ME0914  MODELED GRAVITY -    980,231.6   (mgal)                       NAVD 88
 ME0914
 ME0914  VERT ORDER      -  FIRST     CLASS II
 ME0914
 ME0914.The horizontal coordinates were scaled from a map and have
 ME0914.an estimated accuracy of +/- 6 seconds.
 ME0914
 ME0914.The orthometric height was determined by differential leveling and
 ME0914.adjusted by the NATIONAL GEODETIC SURVEY
 ME0914.in June 1991.
 ME0914
 ME0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0914.GEOID18 height accuracy estimate available here.
 ME0914
 ME0914.Click photographs - Photos may exist for this station.
 ME0914
 ME0914.The dynamic height is computed by dividing the NAVD 88
 ME0914.geopotential number by the normal gravity value computed on the
 ME0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0914.degrees latitude (g = 980.6199 gals.).
 ME0914
 ME0914.The modeled gravity was interpolated from observed gravity values.
 ME0914
 ME0914;                    North         East    Units  Estimated Accuracy
 ME0914;SPC IN W     -   694,710.      868,020.      MT  (+/- 180 meters Scaled)
 ME0914
 ME0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610949(NAD 83)
 ME0914
 ME0914                          SUPERSEDED SURVEY CONTROL
 ME0914
 ME0914  NGVD 29 (??/??/92)  196.804  (m)          645.68   (f) ADJ UNCH    1 2
 ME0914
 ME0914.Superseded values are not recommended for survey control.
 ME0914
 ME0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0914.See file dsdata.pdf to determine how the superseded data were derived.
 ME0914
 ME0914_MARKER: DB = BENCH MARK DISK
 ME0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0914_SP_SET: BRIDGE SEAT
 ME0914_STAMPING: V 17 1934
 ME0914_MARK LOGO: CGS
 ME0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0914
 ME0914  HISTORY     - Date     Condition        Report By
 ME0914  HISTORY     - 1934     MONUMENTED       CGS
 ME0914  HISTORY     - 1946     GOOD             CGS
 ME0914
 ME0914                          STATION DESCRIPTION
 ME0914
 ME0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0914'3.8 MI S FROM HIGHLAND.
 ME0914'3.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0914'STATION AT HIGHLAND, LAKE COUNTY, ABOUT 200 YARDS NORTH OF
 ME0914'MILEPOST 30, 35 FEET SOUTH OF STATION STAKE 570, AT BRIDGE
 ME0914'30.21 OVER THE PENNSYLVANIA RAILROAD, IN THE TOP OF THE WEST
 ME0914'END OF THE NORTH BRIDGE SEAT, 9.7 FEET WEST OF THE WEST RAIL OF
 ME0914'THE SOUTH-BOUND TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.
 ME0914'A STANDARD DISK, STAMPED V 17 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0018 ***********************************************************************
 ME0018  DESIGNATION -  V 170
 ME0018  PID         -  ME0018
 ME0018  STATE/COUNTY-  IN/ST JOSEPH
 ME0018  COUNTRY     -  US
 ME0018  USGS QUAD   -  LAKEVILLE (2019)
 ME0018
 ME0018                         *CURRENT SURVEY CONTROL
 ME0018  ______________________________________________________________________
 ME0018* NAD 83(1986) POSITION- 41 31 28.     (N) 086 15 12.     (W)   SCALED
 ME0018* NAVD 88 ORTHO HEIGHT -   256.683 (meters)      842.13  (feet) ADJUSTED
 ME0018  ______________________________________________________________________
 ME0018  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME0018  DYNAMIC HEIGHT  -        256.578 (meters)      841.79  (feet) COMP
 ME0018  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 ME0018
 ME0018  VERT ORDER      -  SECOND    CLASS 0
 ME0018
 ME0018.The horizontal coordinates were scaled from a map and have
 ME0018.an estimated accuracy of +/- 6 seconds.
 ME0018
 ME0018.The orthometric height was determined by differential leveling and
 ME0018.adjusted by the NATIONAL GEODETIC SURVEY
 ME0018.in June 1991.
 ME0018
 ME0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0018.GEOID18 height accuracy estimate available here.
 ME0018
 ME0018.Click photographs - Photos may exist for this station.
 ME0018
 ME0018.The dynamic height is computed by dividing the NAVD 88
 ME0018.geopotential number by the normal gravity value computed on the
 ME0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0018.degrees latitude (g = 980.6199 gals.).
 ME0018
 ME0018.The modeled gravity was interpolated from observed gravity values.
 ME0018
 ME0018;                    North         East    Units  Estimated Accuracy
 ME0018;SPC IN E     -   696,970.       51,040.      MT  (+/- 180 meters Scaled)
 ME0018
 ME0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL622972(NAD 83)
 ME0018
 ME0018                          SUPERSEDED SURVEY CONTROL
 ME0018
 ME0018  NGVD 29 (??/??/92)  256.795  (m)          842.50   (f) ADJ UNCH    2 0
 ME0018
 ME0018.Superseded values are not recommended for survey control.
 ME0018
 ME0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0018.See file dsdata.pdf to determine how the superseded data were derived.
 ME0018
 ME0018_MARKER: DB = BENCH MARK DISK
 ME0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0018_STAMPING: V 170 1946
 ME0018_MARK LOGO: CGS
 ME0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0018+STABILITY: SURFACE MOTION
 ME0018
 ME0018  HISTORY     - Date     Condition        Report By
 ME0018  HISTORY     - 1946     MONUMENTED       CGS
 ME0018  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0018  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 ME0018
 ME0018                          STATION DESCRIPTION
 ME0018
 ME0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0018'1.1 MI E FROM LAKEVILLE.
 ME0018'ABOUT 1.1 MILES EAST ALONG PATTERSON ROAD FROM THE JUNCTION WITH
 ME0018'U.S. HIGHWAY 31 AT LAKEVILLE, IN THE NORTHWEST ANGLE OF THE
 ME0018'T-JUNCTION WITH KENILWORTH ROAD, 19 FEET NORTH OF THE CENTER
 ME0018'LINE OF PATTERSON ROAD, 27 FEET WEST OF THE CENTER LINE OF
 ME0018'KENILWORTH ROAD, 11.5 FEET SOUTHWEST OF A FENCE CORNER, 6.0 FEET
 ME0018'WEST OF A 12-INCH ELM TREE, 2.0 FEET SOUTHEAST OF THE FENCE, ABOUT
 ME0018'2 FEET HIGHER THAN THE ROADS, AND IN THE TOP OF A CONCRETE POST
 ME0018'PROJECTING ABOUT 5 INCHES.
 ME0018
 ME0018                          STATION RECOVERY (1974)
 ME0018
 ME0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0018'MARK NOT FOUND.
 ME0018
 ME0018                          STATION RECOVERY (1994)
 ME0018
 ME0018'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0405 ***********************************************************************
 ME0405  DESIGNATION -  V 171
 ME0405  PID         -  ME0405
 ME0405  STATE/COUNTY-  IN/KOSCIUSKO
 ME0405  COUNTRY     -  US
 ME0405  USGS QUAD   -  BOURBON (2019)
 ME0405
 ME0405                         *CURRENT SURVEY CONTROL
 ME0405  ______________________________________________________________________
 ME0405* NAD 83(1986) POSITION- 41 20 48.     (N) 086 00 00.     (W)   SCALED
 ME0405* NAVD 88 ORTHO HEIGHT -   257.343 (meters)      844.30  (feet) ADJUSTED
 ME0405  ______________________________________________________________________
 ME0405  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 ME0405  DYNAMIC HEIGHT  -        257.239 (meters)      843.96  (feet) COMP
 ME0405  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 ME0405
 ME0405  VERT ORDER      -  SECOND    CLASS 0
 ME0405
 ME0405.The horizontal coordinates were scaled from a map and have
 ME0405.an estimated accuracy of +/- 6 seconds.
 ME0405
 ME0405.The orthometric height was determined by differential leveling and
 ME0405.adjusted by the NATIONAL GEODETIC SURVEY
 ME0405.in June 1991.
 ME0405
 ME0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0405.GEOID18 height accuracy estimate available here.
 ME0405
 ME0405.Click photographs - Photos may exist for this station.
 ME0405
 ME0405.The dynamic height is computed by dividing the NAVD 88
 ME0405.geopotential number by the normal gravity value computed on the
 ME0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0405.degrees latitude (g = 980.6199 gals.).
 ME0405
 ME0405.The modeled gravity was interpolated from observed gravity values.
 ME0405
 ME0405;                    North         East    Units  Estimated Accuracy
 ME0405;SPC IN E     -   677,110.       72,100.      MT  (+/- 180 meters Scaled)
 ME0405
 ME0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL836777(NAD 83)
 ME0405
 ME0405                          SUPERSEDED SURVEY CONTROL
 ME0405
 ME0405  NGVD 29 (??/??/92)  257.469  (m)          844.71   (f) ADJ UNCH    2 0
 ME0405
 ME0405.Superseded values are not recommended for survey control.
 ME0405
 ME0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0405.See file dsdata.pdf to determine how the superseded data were derived.
 ME0405
 ME0405_MARKER: DB = BENCH MARK DISK
 ME0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0405_STAMPING: V 171 1946
 ME0405_MARK LOGO: CGS
 ME0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0405+STABILITY: SURFACE MOTION
 ME0405
 ME0405  HISTORY     - Date     Condition        Report By
 ME0405  HISTORY     - 1946     MONUMENTED       CGS
 ME0405  HISTORY     - 19960530 GOOD             USPSQD
 ME0405
 ME0405                          STATION DESCRIPTION
 ME0405
 ME0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0405'6.6 MI NW FROM ATWOOD.
 ME0405'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 ME0405'AT ATWOOD, THENCE ABOUT 5.5 MILES NORTH ALONG A COUNTY ROAD
 ME0405'LEADING TO THE EAST MILLWOOD SCHOOL, ABOUT 1.0 MILE SOUTH OF
 ME0405'THE EAST MILLWOOD SCHOOL, AT A CROSSROADS, (BLACK TOP NORTH AND
 ME0405'EAST, GRAVEL ROAD SOUTH AND WEST), SET IN THE NORTHEAST QUARTER
 ME0405'OF THE INTERSECTION, 33 FEET EAST OF THE CENTER LINE OF THE
 ME0405'NORTH-SOUTH ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 ME0405'EAST-WEST ROAD, 25.5 FEET WEST OF POWER POLE NO. 500491, 13
 ME0405'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, ABOUT
 ME0405'LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 ME0405'POST PROJECTING 5 INCHES.
 ME0405
 ME0405                          STATION RECOVERY (1996)
 ME0405
 ME0405'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1637 ***********************************************************************
 LA1637  DESIGNATION -  V 172
 LA1637  PID         -  LA1637
 LA1637  STATE/COUNTY-  IN/WABASH
 LA1637  COUNTRY     -  US
 LA1637  USGS QUAD   -  WABASH (2019)
 LA1637
 LA1637                         *CURRENT SURVEY CONTROL
 LA1637  ______________________________________________________________________
 LA1637* NAD 83(1986) POSITION- 40 48 45.     (N) 085 50 07.     (W)   SCALED
 LA1637* NAVD 88 ORTHO HEIGHT -   235.069 (meters)      771.22  (feet) ADJUSTED
 LA1637  ______________________________________________________________________
 LA1637  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 LA1637  DYNAMIC HEIGHT  -        234.958 (meters)      770.86  (feet) COMP
 LA1637  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 LA1637
 LA1637  VERT ORDER      -  FIRST     CLASS II
 LA1637
 LA1637.The horizontal coordinates were scaled from a map and have
 LA1637.an estimated accuracy of +/- 6 seconds.
 LA1637
 LA1637.The orthometric height was determined by differential leveling and
 LA1637.adjusted by the NATIONAL GEODETIC SURVEY
 LA1637.in June 1991.
 LA1637
 LA1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1637.GEOID18 height accuracy estimate available here.
 LA1637
 LA1637.Click photographs - Photos may exist for this station.
 LA1637
 LA1637.The dynamic height is computed by dividing the NAVD 88
 LA1637.geopotential number by the normal gravity value computed on the
 LA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1637.degrees latitude (g = 980.6199 gals.).
 LA1637
 LA1637.The modeled gravity was interpolated from observed gravity values.
 LA1637
 LA1637;                    North         East    Units  Estimated Accuracy
 LA1637;SPC IN E     -   617,750.       85,770.      MT  (+/- 180 meters Scaled)
 LA1637
 LA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL982185(NAD 83)
 LA1637
 LA1637                          SUPERSEDED SURVEY CONTROL
 LA1637
 LA1637  NGVD 29 (??/??/92)  235.194  (m)          771.63   (f) ADJ UNCH    1 2
 LA1637
 LA1637.Superseded values are not recommended for survey control.
 LA1637
 LA1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1637.See file dsdata.pdf to determine how the superseded data were derived.
 LA1637
 LA1637_MARKER: DB = BENCH MARK DISK
 LA1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1637_STAMPING: V 172 1946
 LA1637_MARK LOGO: CGS
 LA1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1637+STABILITY: SURFACE MOTION
 LA1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1637+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LA1637
 LA1637  HISTORY     - Date     Condition        Report By
 LA1637  HISTORY     - 1946     MONUMENTED       CGS
 LA1637  HISTORY     - 20060908 GOOD             INDIV
 LA1637  HISTORY     - 20080402 GOOD             ACCU
 LA1637  HISTORY     - 20090623 GOOD             JCLS
 LA1637  HISTORY     - 20110706 GOOD             INDIV
 LA1637
 LA1637                          STATION DESCRIPTION
 LA1637
 LA1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1637'0.7 MI NW FROM WABASH.
 LA1637'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 LA1637'WITH U.S. HIGHWAY 24 AT WABASH, AT THE ENTRANCE TO THE
 LA1637'WHITTENBERGER AIRPORT, 39 FEET NORTHEAST OF THE CENTER LINE OF
 LA1637'HIGHWAY 15, 20 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE
 LA1637'TO THE AIRPORT, 5.5 FEET NORTHWEST OF A FENCE CORNER, 3.3 FEET
 LA1637'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF THE FENCE LINE,
 LA1637'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LA1637'POST PROJECTING 4 IN.
 LA1637
 LA1637                          STATION RECOVERY (2006)
 LA1637
 LA1637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1637'A STANDARD BENCH MARK DISK STAMPED  V172 - 1946  IN CONCRETE FLUSH
 LA1637'WITH THE GROUND IN GRASS AREA AT THE WEST END OF THE FIRST FEDERAL
 LA1637'BANK OF WABASH (FFBW) AND IS LOCATED APPROXIMATELY 15 FT. EAST OF THE
 LA1637'EAST EDGE OF PAVEMENT FOR S.R. 15 (CASS STREET), 35 FT. SOUTHWEST OF
 LA1637'THE WESTERLY POINT OF THE FFBW SIGN, AND 45 FT. NORTH OF THE
 LA1637'CENTERLINE OF THE SOUTHERLY ENTRANCE TO THE FFBW PARKING LOT.
 LA1637
 LA1637                          STATION RECOVERY (2008)
 LA1637
 LA1637'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WJC)
 LA1637'RECOVERED IN GOOD CONDITION.
 LA1637
 LA1637                          STATION RECOVERY (2009)
 LA1637
 LA1637'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 LA1637'RECOVERED IN GOOD CONDITION.
 LA1637
 LA1637                          STATION RECOVERY (2011)
 LA1637
 LA1637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 LA1637'MONUMENT RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0647 ***********************************************************************
 JA0647  DESIGNATION -  V 173
 JA0647  PID         -  JA0647
 JA0647  STATE/COUNTY-  IN/LAWRENCE
 JA0647  COUNTRY     -  US
 JA0647  USGS QUAD   -  GEORGIA (2019)
 JA0647
 JA0647                         *CURRENT SURVEY CONTROL
 JA0647  ______________________________________________________________________
 JA0647* NAD 83(1986) POSITION- 38 43 11.     (N) 086 32 23.     (W)   SCALED
 JA0647* NAVD 88 ORTHO HEIGHT -   208.037 (meters)      682.53  (feet) ADJUSTED
 JA0647  ______________________________________________________________________
 JA0647  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JA0647  DYNAMIC HEIGHT  -        207.901 (meters)      682.09  (feet) COMP
 JA0647  MODELED GRAVITY -    979,970.0   (mgal)                       NAVD 88
 JA0647
 JA0647  VERT ORDER      -  FIRST     CLASS II
 JA0647
 JA0647.The horizontal coordinates were scaled from a map and have
 JA0647.an estimated accuracy of +/- 6 seconds.
 JA0647
 JA0647.The orthometric height was determined by differential leveling and
 JA0647.adjusted by the NATIONAL GEODETIC SURVEY
 JA0647.in June 1991.
 JA0647
 JA0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0647.GEOID18 height accuracy estimate available here.
 JA0647
 JA0647.Click photographs - Photos may exist for this station.
 JA0647
 JA0647.The dynamic height is computed by dividing the NAVD 88
 JA0647.geopotential number by the normal gravity value computed on the
 JA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0647.degrees latitude (g = 980.6199 gals.).
 JA0647
 JA0647.The modeled gravity was interpolated from observed gravity values.
 JA0647
 JA0647;                    North         East    Units  Estimated Accuracy
 JA0647;SPC IN W     -   385,520.      947,280.      MT  (+/- 180 meters Scaled)
 JA0647
 JA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH400857(NAD 83)
 JA0647
 JA0647                          SUPERSEDED SURVEY CONTROL
 JA0647
 JA0647  NGVD 29 (??/??/92)  208.152  (m)          682.91   (f) ADJ UNCH    1 2
 JA0647
 JA0647.Superseded values are not recommended for survey control.
 JA0647
 JA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0647.See file dsdata.pdf to determine how the superseded data were derived.
 JA0647
 JA0647_MARKER: DD = SURVEY DISK
 JA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0647_STAMPING: A 173 LAW
 JA0647_MARK LOGO: INHD
 JA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0647+STABILITY: SURFACE MOTION
 JA0647
 JA0647  HISTORY     - Date     Condition        Report By
 JA0647  HISTORY     - UNK      MONUMENTED       INHD
 JA0647  HISTORY     - 1965     GOOD             CGS
 JA0647
 JA0647                          STATION DESCRIPTION
 JA0647
 JA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0647'4 MI W FROM MITCHELL.
 JA0647'ABOUT 4.05 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0647'THE STATION AT MITCHELL, IN SECTIN 5, T 3 N, R 1 W, AT MILEPOST
 JA0647'130-20 260 FEET NORTH AND ACROSS STATE HIGHWAY 60 FROM THE
 JA0647'NORTH RAIL, 40 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 60,
 JA0647'110 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A FARMHOUSE
 JA0647'OWNED BY W.C. AND LOIS POWELL, 51 FEET EAST OF THE CENTER LINE
 JA0647'OF ROAD NUMBER L 1053 W WHICH LEADS NORTH FROM THE STATE HIGHWAY,
 JA0647'1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JA0647'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JA0647'PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1866 ***********************************************************************
 LA1866  DESIGNATION -  V 173
 LA1866  PID         -  LA1866
 LA1866  STATE/COUNTY-  IN/GRANT
 LA1866  COUNTRY     -  US
 LA1866  USGS QUAD   -  SWEETSER (2019)
 LA1866
 LA1866                         *CURRENT SURVEY CONTROL
 LA1866  ______________________________________________________________________
 LA1866* NAD 83(1986) POSITION- 40 37 27.     (N) 085 48 25.     (W)   SCALED
 LA1866* NAVD 88 ORTHO HEIGHT -   251.022 (meters)      823.56  (feet) ADJUSTED
 LA1866  ______________________________________________________________________
 LA1866  GEOID HEIGHT    -        -34.375 (meters)                     GEOID18
 LA1866  DYNAMIC HEIGHT  -        250.896 (meters)      823.15  (feet) COMP
 LA1866  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 LA1866
 LA1866  VERT ORDER      -  SECOND    CLASS 0
 LA1866
 LA1866.The horizontal coordinates were scaled from a map and have
 LA1866.an estimated accuracy of +/- 6 seconds.
 LA1866
 LA1866.The orthometric height was determined by differential leveling and
 LA1866.adjusted by the NATIONAL GEODETIC SURVEY
 LA1866.in June 1991.
 LA1866
 LA1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1866.GEOID18 height accuracy estimate available here.
 LA1866
 LA1866.Click photographs - Photos may exist for this station.
 LA1866
 LA1866.The dynamic height is computed by dividing the NAVD 88
 LA1866.geopotential number by the normal gravity value computed on the
 LA1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1866.degrees latitude (g = 980.6199 gals.).
 LA1866
 LA1866.The modeled gravity was interpolated from observed gravity values.
 LA1866
 LA1866;                    North         East    Units  Estimated Accuracy
 LA1866;SPC IN E     -   596,830.       88,130.      MT  (+/- 180 meters Scaled)
 LA1866
 LA1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK009977(NAD 83)
 LA1866
 LA1866                          SUPERSEDED SURVEY CONTROL
 LA1866
 LA1866  NGVD 29 (??/??/92)  251.148  (m)          823.97   (f) ADJ UNCH    2 0
 LA1866
 LA1866.Superseded values are not recommended for survey control.
 LA1866
 LA1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1866.See file dsdata.pdf to determine how the superseded data were derived.
 LA1866
 LA1866_MARKER: DB = BENCH MARK DISK
 LA1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1866_STAMPING: V 173 1946
 LA1866_MARK LOGO: CGS
 LA1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1866+STABILITY: SURFACE MOTION
 LA1866
 LA1866  HISTORY     - Date     Condition        Report By
 LA1866  HISTORY     - 1946     MONUMENTED       CGS
 LA1866
 LA1866                          STATION DESCRIPTION
 LA1866
 LA1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1866'3.4 MI W FROM JALAPA.
 LA1866'ABOUT 3.45 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS
 LA1866'AT JALAPA, SET IN THE NORTHWEST QUARTER OF A GRAVEL CROSS ROAD,
 LA1866'19 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19 FEET
 LA1866'WEST OF THE CENTER LINE OF THE CROSS ROAD, 2.5 FEET EAST OF
 LA1866'TELEPHONE POLE NO. 15893, 2 FEET WEST OF A FENCE CORNER, 1 FOOT
 LA1866'SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE INTERSECTION, AND
 LA1866'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1866'NOTE-- MARK MAY BE REACHED FROM THE INTERSECTION OF STATE
 LA1866'HIGHWAYS 13, 18 AND 21 AT MIER BY GOING ABOUT 3.65 MILES NORTH ALONG
 LA1866'STATE HIGHWAY 13 THENCE ABOUT 1.0 MILE EAST ALONG A ROAD LEADING TO
 LA1866'JALAPA.  NOTE-- MARK MAY ALSO BE REACHED FROM THE CROSSROADS AT MOUNT
 LA1866'VERNON BY GOING ABOUT 3.25 MILES SOUTH ALONG STATE HIGHWAY 13,
 LA1866'THENCE ABOUT 1.0 MILE EAST ALONG A ROAD LEADING TO JALAPA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1599 ***********************************************************************
 LA1599  DESIGNATION -  V 174
 LA1599  PID         -  LA1599
 LA1599  STATE/COUNTY-  IN/GRANT
 LA1599  COUNTRY     -  US
 LA1599  USGS QUAD   -  MARION (2019)
 LA1599
 LA1599                         *CURRENT SURVEY CONTROL
 LA1599  ______________________________________________________________________
 LA1599* NAD 83(1986) POSITION- 40 33 18.     (N) 085 41 34.     (W)   SCALED
 LA1599* NAVD 88 ORTHO HEIGHT -   258.813 (meters)      849.12  (feet) ADJUSTED
 LA1599  ______________________________________________________________________
 LA1599  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 LA1599  DYNAMIC HEIGHT  -        258.682 (meters)      848.69  (feet) COMP
 LA1599  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 LA1599
 LA1599  VERT ORDER      -  FIRST     CLASS II
 LA1599
 LA1599.The horizontal coordinates were scaled from a map and have
 LA1599.an estimated accuracy of +/- 6 seconds.
 LA1599
 LA1599.The orthometric height was determined by differential leveling and
 LA1599.adjusted by the NATIONAL GEODETIC SURVEY
 LA1599.in June 1991.
 LA1599
 LA1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1599.GEOID18 height accuracy estimate available here.
 LA1599
 LA1599.Click photographs - Photos may exist for this station.
 LA1599
 LA1599.The dynamic height is computed by dividing the NAVD 88
 LA1599.geopotential number by the normal gravity value computed on the
 LA1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1599.degrees latitude (g = 980.6199 gals.).
 LA1599
 LA1599.The modeled gravity was interpolated from observed gravity values.
 LA1599
 LA1599;                    North         East    Units  Estimated Accuracy
 LA1599;SPC IN E     -   589,140.       97,790.      MT  (+/- 180 meters Scaled)
 LA1599
 LA1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK106901(NAD 83)
 LA1599
 LA1599                          SUPERSEDED SURVEY CONTROL
 LA1599
 LA1599  NGVD 29 (??/??/92)  258.938  (m)          849.53   (f) ADJ UNCH    1 2
 LA1599
 LA1599.Superseded values are not recommended for survey control.
 LA1599
 LA1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1599.See file dsdata.pdf to determine how the superseded data were derived.
 LA1599
 LA1599_MARKER: DB = BENCH MARK DISK
 LA1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1599_STAMPING: V 174 1946
 LA1599_MARK LOGO: CGS
 LA1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1599+STABILITY: SURFACE MOTION
 LA1599
 LA1599  HISTORY     - Date     Condition        Report By
 LA1599  HISTORY     - 1946     MONUMENTED       CGS
 LA1599
 LA1599                          STATION DESCRIPTION
 LA1599
 LA1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1599'AT MARION.
 LA1599'AT MARION, AT THE WEST SIDE AIRPORT, SET AT THE WEST END OF THE
 LA1599'WEST WING OF THE OFFICE BUILDING, 1 FOOT WEST OF THE SOUTHWEST
 LA1599'CORNER OF THE WEST WING, AND SET IN THE TOP OF A CONCRETE POST
 LA1599'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0053 ***********************************************************************
 JA0053  DESIGNATION -  V 174
 JA0053  PID         -  JA0053
 JA0053  STATE/COUNTY-  IN/LAWRENCE
 JA0053  COUNTRY     -  US
 JA0053  USGS QUAD   -  MITCHELL (2019)
 JA0053
 JA0053                         *CURRENT SURVEY CONTROL
 JA0053  ______________________________________________________________________
 JA0053* NAD 83(1986) POSITION- 38 43 41.     (N) 086 29 50.     (W)   SCALED
 JA0053* NAVD 88 ORTHO HEIGHT -   216.609 (meters)      710.66  (feet) ADJUSTED
 JA0053  ______________________________________________________________________
 JA0053  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 JA0053  DYNAMIC HEIGHT  -        216.468 (meters)      710.20  (feet) COMP
 JA0053  MODELED GRAVITY -    979,971.8   (mgal)                       NAVD 88
 JA0053
 JA0053  VERT ORDER      -  FIRST     CLASS II
 JA0053
 JA0053.The horizontal coordinates were scaled from a map and have
 JA0053.an estimated accuracy of +/- 6 seconds.
 JA0053
 JA0053.The orthometric height was determined by differential leveling and
 JA0053.adjusted by the NATIONAL GEODETIC SURVEY
 JA0053.in June 1991.
 JA0053
 JA0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0053.GEOID18 height accuracy estimate available here.
 JA0053
 JA0053.Click photographs - Photos may exist for this station.
 JA0053
 JA0053.The dynamic height is computed by dividing the NAVD 88
 JA0053.geopotential number by the normal gravity value computed on the
 JA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0053.degrees latitude (g = 980.6199 gals.).
 JA0053
 JA0053.The modeled gravity was interpolated from observed gravity values.
 JA0053
 JA0053;                    North         East    Units  Estimated Accuracy
 JA0053;SPC IN W     -   386,470.      950,970.      MT  (+/- 180 meters Scaled)
 JA0053
 JA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH437867(NAD 83)
 JA0053
 JA0053                          SUPERSEDED SURVEY CONTROL
 JA0053
 JA0053  NGVD 29 (??/??/92)  216.723  (m)          711.03   (f) ADJ UNCH    1 2
 JA0053
 JA0053.Superseded values are not recommended for survey control.
 JA0053
 JA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0053.See file dsdata.pdf to determine how the superseded data were derived.
 JA0053
 JA0053_MARKER: DD = SURVEY DISK
 JA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0053_STAMPING: V 174 LAW
 JA0053_MARK LOGO: INHD
 JA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0053+STABILITY: SURFACE MOTION
 JA0053
 JA0053  HISTORY     - Date     Condition        Report By
 JA0053  HISTORY     - UNK      MONUMENTED       INHD
 JA0053  HISTORY     - 1965     GOOD             CGS
 JA0053
 JA0053                          STATION DESCRIPTION
 JA0053
 JA0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0053'2 MI W FROM MITCHELL.
 JA0053'ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0053'FROM THE STATION AT MITCHELL, THENCE 0.4 MILE NORTH ALONG ROAD
 JA0053'NUMBER 100W, IN SECTION 35, T 4 N, R 1 W, AT THE INTERSECTION
 JA0053'OF ROAD NUMBER 100W AND STATE HIGHWAY 60, 37 FEET EAST OF THE
 JA0053'CENTER LINE OF ROAD NUMBER 100W, 89 FEET NORTHWEST OF THE CENTER
 JA0053'LINE OF STATE HIGHWAY 60, 97 FEET SOUTHWEST OF THE SOUTHWEST
 JA0053'CORNER OF A FARMHOUSE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 JA0053'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 JA0053'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0267 ***********************************************************************
 LB0267  DESIGNATION -  V 175
 LB0267  PID         -  LB0267
 LB0267  STATE/COUNTY-  IN/MIAMI
 LB0267  COUNTRY     -  US
 LB0267  USGS QUAD   -  ONWARD (2019)
 LB0267
 LB0267                         *CURRENT SURVEY CONTROL
 LB0267  ______________________________________________________________________
 LB0267* NAD 83(1986) POSITION- 40 42 26.     (N) 086 07 42.     (W)   SCALED
 LB0267* NAVD 88 ORTHO HEIGHT -   235.208 (meters)      771.68  (feet) ADJUSTED
 LB0267  ______________________________________________________________________
 LB0267  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 LB0267  DYNAMIC HEIGHT  -        235.094 (meters)      771.30  (feet) COMP
 LB0267  MODELED GRAVITY -    980,133.9   (mgal)                       NAVD 88
 LB0267
 LB0267  VERT ORDER      -  SECOND    CLASS 0
 LB0267
 LB0267.The horizontal coordinates were scaled from a map and have
 LB0267.an estimated accuracy of +/- 6 seconds.
 LB0267
 LB0267.The orthometric height was determined by differential leveling and
 LB0267.adjusted by the NATIONAL GEODETIC SURVEY
 LB0267.in June 1991.
 LB0267
 LB0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0267.GEOID18 height accuracy estimate available here.
 LB0267
 LB0267.Click photographs - Photos may exist for this station.
 LB0267
 LB0267.The dynamic height is computed by dividing the NAVD 88
 LB0267.geopotential number by the normal gravity value computed on the
 LB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0267.degrees latitude (g = 980.6199 gals.).
 LB0267
 LB0267.The modeled gravity was interpolated from observed gravity values.
 LB0267
 LB0267;                    North         East    Units  Estimated Accuracy
 LB0267;SPC IN E     -   606,150.       60,990.      MT  (+/- 180 meters Scaled)
 LB0267
 LB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL736066(NAD 83)
 LB0267
 LB0267                          SUPERSEDED SURVEY CONTROL
 LB0267
 LB0267  NGVD 29 (??/??/92)  235.333  (m)          772.09   (f) ADJ UNCH    2 0
 LB0267
 LB0267.Superseded values are not recommended for survey control.
 LB0267
 LB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0267.See file dsdata.pdf to determine how the superseded data were derived.
 LB0267
 LB0267_MARKER: DB = BENCH MARK DISK
 LB0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0267_SP_SET: BUILDING
 LB0267_STAMPING: V 175 1946
 LB0267_MARK LOGO: CGS
 LB0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0267
 LB0267  HISTORY     - Date     Condition        Report By
 LB0267  HISTORY     - 1946     MONUMENTED       CGS
 LB0267  HISTORY     - 1968     GOOD             CGS
 LB0267
 LB0267                          STATION DESCRIPTION
 LB0267
 LB0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0267'AT NEAD.
 LB0267'AT NEAD, ALONG U.S. HIGHWAY 31, SET VERTICALLY IN THE EAST FACE
 LB0267'OF THE BRICK WALL OF THE NEAD SCHOOL, 1.7 FEET NORTH OF THE
 LB0267'SOUTHEAST CORNER OF THE BUILDING, AND 1.7 FEET ABOVE THE GROUND.
 LB0267
 LB0267                          STATION RECOVERY (1968)
 LB0267
 LB0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LB0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0425 ***********************************************************************
 ME0425  DESIGNATION -  V 176
 ME0425  PID         -  ME0425
 ME0425  STATE/COUNTY-  IN/MARSHALL
 ME0425  COUNTRY     -  US
 ME0425  USGS QUAD   -  MENTONE (2019)
 ME0425
 ME0425                         *CURRENT SURVEY CONTROL
 ME0425  ______________________________________________________________________
 ME0425* NAD 83(1986) POSITION- 41 13 51.     (N) 086 06 55.     (W)   SCALED
 ME0425* NAVD 88 ORTHO HEIGHT -   241.110 (meters)      791.04  (feet) ADJUSTED
 ME0425  ______________________________________________________________________
 ME0425  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 ME0425  DYNAMIC HEIGHT  -        241.009 (meters)      790.71  (feet) COMP
 ME0425  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 ME0425
 ME0425  VERT ORDER      -  SECOND    CLASS 0
 ME0425
 ME0425.The horizontal coordinates were scaled from a map and have
 ME0425.an estimated accuracy of +/- 6 seconds.
 ME0425
 ME0425.The orthometric height was determined by differential leveling and
 ME0425.adjusted by the NATIONAL GEODETIC SURVEY
 ME0425.in June 1991.
 ME0425
 ME0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0425.GEOID18 height accuracy estimate available here.
 ME0425
 ME0425.Click photographs - Photos may exist for this station.
 ME0425
 ME0425.The dynamic height is computed by dividing the NAVD 88
 ME0425.geopotential number by the normal gravity value computed on the
 ME0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0425.degrees latitude (g = 980.6199 gals.).
 ME0425
 ME0425.The modeled gravity was interpolated from observed gravity values.
 ME0425
 ME0425;                    North         East    Units  Estimated Accuracy
 ME0425;SPC IN E     -   664,290.       62,390.      MT  (+/- 180 meters Scaled)
 ME0425
 ME0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL741647(NAD 83)
 ME0425
 ME0425                          SUPERSEDED SURVEY CONTROL
 ME0425
 ME0425  NGVD 29 (??/??/92)  241.235  (m)          791.45   (f) ADJ UNCH    2 0
 ME0425
 ME0425.Superseded values are not recommended for survey control.
 ME0425
 ME0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0425.See file dsdata.pdf to determine how the superseded data were derived.
 ME0425
 ME0425_MARKER: DB = BENCH MARK DISK
 ME0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0425_STAMPING: V 176 1946
 ME0425_MARK LOGO: CGS
 ME0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0425+STABILITY: SURFACE MOTION
 ME0425
 ME0425  HISTORY     - Date     Condition        Report By
 ME0425  HISTORY     - 1946     MONUMENTED       CGS
 ME0425  HISTORY     - 1984     GOOD             USPSQD
 ME0425  HISTORY     - 1988     GOOD             USPSQD
 ME0425  HISTORY     - 19881112 GOOD             USPSQD
 ME0425  HISTORY     - 19940719 GOOD             USPSQD
 ME0425
 ME0425                          STATION DESCRIPTION
 ME0425
 ME0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0425'1.8 MI N FROM TIPPECANOE.
 ME0425'ABOUT 1.75 MILE NORTH ALONG STATE HIGHWAY 331 FROM THE NEW YORK,
 ME0425'CHICAGO AND ST. LOUIS RAILROAD STATION AT TIPPECANOE, ABOUT 0.85
 ME0425'MILE NORTH OF THE TIPPECANOE RIVER, AT THE JUNCTION WITH A GRAVEL
 ME0425'ROAD LEADING WEST, 93 FEET NORTHEAST AND ACROSS THE GRAVEL ROAD
 ME0425'FROM THE NORTHEAST CORNER OF A BROWN FARM HOUSE, 48 FEET SOUTHWEST
 ME0425'OF A 10-INCH OAK TREE, 42 FEET NORTH OF THE CENTER LINE OF THE
 ME0425'GRAVEL ROAD, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5
 ME0425'FEET NORTH OF A VERTICAL RAIL CORNER FENCE POST, 1 1/2 FOOT
 ME0425'NORTHEAST OF A RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A WHITE WOODEN
 ME0425'WITNESS POST, 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF
 ME0425'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0425
 ME0425                          STATION RECOVERY (1984)
 ME0425
 ME0425'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0425'ADDITONAL INFORMATION: BROWN FARM HOUSE, 10-INCH OAK TREE AND WHITE
 ME0425'WOODEN WITNESS POST ARE MISSING. AT THE JUNCTION OF A BLACKTOP ROAD
 ME0425'EAST 17TH ROAD AND STATE HIGHWAY 331.
 ME0425
 ME0425                          STATION RECOVERY (1988)
 ME0425
 ME0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0425'RECOVERED IN GOOD CONDITION.
 ME0425
 ME0425                          STATION RECOVERY (1988)
 ME0425
 ME0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0425'RECOVERED IN GOOD CONDITION.
 ME0425
 ME0425                          STATION RECOVERY (1994)
 ME0425
 ME0425'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1282 ***********************************************************************
 MD1282  DESIGNATION -  V 177
 MD1282  PID         -  MD1282
 MD1282  STATE/COUNTY-  IN/KOSCIUSKO
 MD1282  COUNTRY     -  US
 MD1282  USGS QUAD   -  SILVER LAKE (2019)
 MD1282
 MD1282                         *CURRENT SURVEY CONTROL
 MD1282  ______________________________________________________________________
 MD1282* NAD 83(1986) POSITION- 41 04 17.     (N) 085 55 00.     (W)   SCALED
 MD1282* NAVD 88 ORTHO HEIGHT -   270.485 (meters)      887.42  (feet) ADJUSTED
 MD1282  ______________________________________________________________________
 MD1282  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 MD1282  DYNAMIC HEIGHT  -        270.364 (meters)      887.02  (feet) COMP
 MD1282  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 MD1282
 MD1282  VERT ORDER      -  SECOND    CLASS 0
 MD1282
 MD1282.The horizontal coordinates were scaled from a map and have
 MD1282.an estimated accuracy of +/- 6 seconds.
 MD1282
 MD1282.The orthometric height was determined by differential leveling and
 MD1282.adjusted by the NATIONAL GEODETIC SURVEY
 MD1282.in June 1991.
 MD1282
 MD1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1282.GEOID18 height accuracy estimate available here.
 MD1282
 MD1282.Click photographs - Photos may exist for this station.
 MD1282
 MD1282.The dynamic height is computed by dividing the NAVD 88
 MD1282.geopotential number by the normal gravity value computed on the
 MD1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1282.degrees latitude (g = 980.6199 gals.).
 MD1282
 MD1282.The modeled gravity was interpolated from observed gravity values.
 MD1282
 MD1282;                    North         East    Units  Estimated Accuracy
 MD1282;SPC IN E     -   646,520.       78,990.      MT  (+/- 180 meters Scaled)
 MD1282
 MD1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL910472(NAD 83)
 MD1282
 MD1282                          SUPERSEDED SURVEY CONTROL
 MD1282
 MD1282  NGVD 29 (??/??/92)  270.610  (m)          887.83   (f) ADJ UNCH    2 0
 MD1282
 MD1282.Superseded values are not recommended for survey control.
 MD1282
 MD1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1282.See file dsdata.pdf to determine how the superseded data were derived.
 MD1282
 MD1282_MARKER: DB = BENCH MARK DISK
 MD1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1282_STAMPING: V 177 1946
 MD1282_MARK LOGO: CGS
 MD1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1282+STABILITY: SURFACE MOTION
 MD1282
 MD1282  HISTORY     - Date     Condition        Report By
 MD1282  HISTORY     - 1946     MONUMENTED       CGS
 MD1282
 MD1282                          STATION DESCRIPTION
 MD1282
 MD1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1282'1.3 MI W FROM SILVER LAKE.
 MD1282'1.3 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MD1282'SILVER LAKE, ABOUT 0.2 MILE EAST OF THE WILDARE FARM, AT THE
 MD1282'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE NORTHWEST
 MD1282'QUARTER OF THE INTERSECTION, 110 FEET SOUTHWEST AND ACROSS THE
 MD1282'NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A BARN, 25 FEET
 MD1282'NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE
 MD1282'CENTER LINE OF THE NORTH-SOUTH ROAD, 5.5 FEET NORTHEAST OF A
 MD1282'TELEPHONE POLE, 3.0 FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT
 MD1282'EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD,
 MD1282'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE CENTER OF THE INTERSECTION
 MD1282'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 MD1282'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0430 ***********************************************************************
 ME0430  DESIGNATION -  V 178
 ME0430  PID         -  ME0430
 ME0430  STATE/COUNTY-  IN/FULTON
 ME0430  COUNTRY     -  US
 ME0430  USGS QUAD   -  AKRON (2019)
 ME0430
 ME0430                         *CURRENT SURVEY CONTROL
 ME0430  ______________________________________________________________________
 ME0430* NAD 83(1986) POSITION- 41 01 24.     (N) 086 01 25.     (W)   SCALED
 ME0430* NAVD 88 ORTHO HEIGHT -   266.971 (meters)      875.89  (feet) ADJUSTED
 ME0430  ______________________________________________________________________
 ME0430  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 ME0430  DYNAMIC HEIGHT  -        266.850 (meters)      875.49  (feet) COMP
 ME0430  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 ME0430
 ME0430  VERT ORDER      -  SECOND    CLASS 0
 ME0430
 ME0430.The horizontal coordinates were scaled from a map and have
 ME0430.an estimated accuracy of +/- 6 seconds.
 ME0430
 ME0430.The orthometric height was determined by differential leveling and
 ME0430.adjusted by the NATIONAL GEODETIC SURVEY
 ME0430.in June 1991.
 ME0430
 ME0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0430.GEOID18 height accuracy estimate available here.
 ME0430
 ME0430.Click photographs - Photos may exist for this station.
 ME0430
 ME0430.The dynamic height is computed by dividing the NAVD 88
 ME0430.geopotential number by the normal gravity value computed on the
 ME0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0430.degrees latitude (g = 980.6199 gals.).
 ME0430
 ME0430.The modeled gravity was interpolated from observed gravity values.
 ME0430
 ME0430;                    North         East    Units  Estimated Accuracy
 ME0430;SPC IN E     -   641,210.       69,980.      MT  (+/- 180 meters Scaled)
 ME0430
 ME0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL820418(NAD 83)
 ME0430
 ME0430                          SUPERSEDED SURVEY CONTROL
 ME0430
 ME0430  NGVD 29 (??/??/92)  267.093  (m)          876.29   (f) ADJ UNCH    2 0
 ME0430
 ME0430.Superseded values are not recommended for survey control.
 ME0430
 ME0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0430.See file dsdata.pdf to determine how the superseded data were derived.
 ME0430
 ME0430_MARKER: DB = BENCH MARK DISK
 ME0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0430_STAMPING: V 178 1946
 ME0430_MARK LOGO: CGS
 ME0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0430+STABILITY: SURFACE MOTION
 ME0430
 ME0430  HISTORY     - Date     Condition        Report By
 ME0430  HISTORY     - 1946     MONUMENTED       CGS
 ME0430  HISTORY     - 1990     GOOD             USPSQD
 ME0430
 ME0430                          STATION DESCRIPTION
 ME0430
 ME0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0430'1.2 MI S FROM AKRON.
 ME0430'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 19 FROM ITS INTERSECTION
 ME0430'WITH STATE HIGHWAY 14 IN AKRON, ABOUT 100 YARDS NORTH OF A TWO
 ME0430'STORY IMMITATION BRICK HOUSE, IN THE NORTHWEST QUARTER OF THE
 ME0430'INTERSECTION WITH AND EAST-WEST GRAVEL ROAD, 34 FEET NORTH OF
 ME0430'THE CENTER OF THE GRAVEL ROAD, 20 FEET WEST OF THE CENTER OF THE
 ME0430'HIGHWAY, 3 FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A
 ME0430'FENCE CORNER POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY AND
 ME0430'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4-INCHES.
 ME0430
 ME0430                          STATION RECOVERY (1990)
 ME0430
 ME0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0245 ***********************************************************************
 LB0245  DESIGNATION -  V 179
 LB0245  PID         -  LB0245
 LB0245  STATE/COUNTY-  IN/MIAMI
 LB0245  COUNTRY     -  US
 LB0245  USGS QUAD   -  PERU (2019)
 LB0245
 LB0245                         *CURRENT SURVEY CONTROL
 LB0245  ______________________________________________________________________
 LB0245* NAD 83(1986) POSITION- 40 52 02.     (N) 086 01 32.     (W)   SCALED
 LB0245* NAVD 88 ORTHO HEIGHT -   222.414 (meters)      729.70  (feet) ADJUSTED
 LB0245  ______________________________________________________________________
 LB0245  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 LB0245  DYNAMIC HEIGHT  -        222.309 (meters)      729.36  (feet) COMP
 LB0245  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 LB0245
 LB0245  VERT ORDER      -  SECOND    CLASS 0
 LB0245
 LB0245.The horizontal coordinates were scaled from a map and have
 LB0245.an estimated accuracy of +/- 6 seconds.
 LB0245
 LB0245.The orthometric height was determined by differential leveling and
 LB0245.adjusted by the NATIONAL GEODETIC SURVEY
 LB0245.in June 1991.
 LB0245
 LB0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0245.GEOID18 height accuracy estimate available here.
 LB0245
 LB0245.Click photographs - Photos may exist for this station.
 LB0245
 LB0245.The dynamic height is computed by dividing the NAVD 88
 LB0245.geopotential number by the normal gravity value computed on the
 LB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0245.degrees latitude (g = 980.6199 gals.).
 LB0245
 LB0245.The modeled gravity was interpolated from observed gravity values.
 LB0245
 LB0245;                    North         East    Units  Estimated Accuracy
 LB0245;SPC IN E     -   623,880.       69,750.      MT  (+/- 180 meters Scaled)
 LB0245
 LB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821244(NAD 83)
 LB0245
 LB0245                          SUPERSEDED SURVEY CONTROL
 LB0245
 LB0245  NGVD 29 (??/??/92)  222.535  (m)          730.10   (f) ADJ UNCH    2 0
 LB0245
 LB0245.Superseded values are not recommended for survey control.
 LB0245
 LB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0245.See file dsdata.pdf to determine how the superseded data were derived.
 LB0245
 LB0245_MARKER: DB = BENCH MARK DISK
 LB0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0245_SP_SET: BUILDING
 LB0245_STAMPING: V 179 1946
 LB0245_MARK LOGO: CGS
 LB0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0245
 LB0245  HISTORY     - Date     Condition        Report By
 LB0245  HISTORY     - 1946     MONUMENTED       CGS
 LB0245  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0245
 LB0245                          STATION DESCRIPTION
 LB0245
 LB0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0245'0.6 MI N FROM CHILI.
 LB0245'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 LB0245'AT CHILI, AT THE JUNCTION OF STATE HIGHWAY 16 LEADING WEST AND
 LB0245'THE RICHLAND TOWNSHIP SCHOOL, SET VERTICALLY IN THE EAST FACE
 LB0245'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 1 FOOT NORTH OF
 LB0245'THE SOUTHEAST CORNER, AND 1 FOOT ABOVE THE SIDE WALK.  THIS MARK
 LB0245'MAY BE REACHED FROM THE BANK BUILDING AT DENVER BY GOING ABOUT
 LB0245'2.7 MILES EAST ALONG STATE HIGHWAY 16.
 LB0245
 LB0245                          STATION RECOVERY (1989)
 LB0245
 LB0245'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2086 ***********************************************************************
 LB2086  DESIGNATION -  V 179 RESET
 LB2086  PID         -  LB2086
 LB2086  STATE/COUNTY-  IN/MIAMI
 LB2086  COUNTRY     -  US
 LB2086  USGS QUAD   -  PERU (2019)
 LB2086
 LB2086                         *CURRENT SURVEY CONTROL
 LB2086  ______________________________________________________________________
 LB2086* NAD 83(1986) POSITION- 40 52 02.     (N) 086 01 32.     (W)   SCALED
 LB2086* NAVD 88 ORTHO HEIGHT -   221.51  (meters)      726.7   (feet) RESET
 LB2086  ______________________________________________________________________
 LB2086  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 LB2086  VERT ORDER      -  THIRD
 LB2086
 LB2086.The horizontal coordinates were scaled from a map and have
 LB2086.an estimated accuracy of +/- 6 seconds.
 LB2086
 LB2086.The orthometric height was computed from unverified reset data.
 LB2086
 LB2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2086.GEOID18 height accuracy estimate available here.
 LB2086
 LB2086.Click photographs - Photos may exist for this station.
 LB2086
 LB2086;                    North         East    Units  Estimated Accuracy
 LB2086;SPC IN E     -   623,880.       69,750.      MT  (+/- 180 meters Scaled)
 LB2086
 LB2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821244(NAD 83)
 LB2086
 LB2086                          SUPERSEDED SURVEY CONTROL
 LB2086
 LB2086  NGVD 29 (08/22/16)  221.63   (m)          727.1    (f) RESET       3  
 LB2086
 LB2086.Superseded values are not recommended for survey control.
 LB2086
 LB2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2086.See file dsdata.pdf to determine how the superseded data were derived.
 LB2086
 LB2086_MARKER: DV = VERTICAL CONTROL DISK
 LB2086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LB2086_STAMPING: V 179 RESET 1979
 LB2086_MARK LOGO: NGS
 LB2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2086
 LB2086  HISTORY     - Date     Condition        Report By
 LB2086  HISTORY     - 1979     MONUMENTED       NGS
 LB2086  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2086
 LB2086                          STATION DESCRIPTION
 LB2086
 LB2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LB2086'0.7 MI NORTH FROM CHILI.
 LB2086'0.65 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE NORTH END OF THE
 LB2086'BRIDGE SPAN OVER THE EEL RIVER IN CHILI, TO THE JUNCTION WITH STATE
 LB2086'HIGHWAY 16 WEST AND PAVED ROAD LEADING EAST, THENCE 0.05 MILE EAST
 LB2086'ALONG THE PAVED ROAD TO THE MARK ON THE RIGHT, 18 FEET SOUTH OF THE
 LB2086'CENTERLINE OF ROAD, 1 FOOT WEST OF A TELEPHONE POLE, IN TOP OF A 3
 LB2086'FOOT ALUMINUM MONUMENT.
 LB2086'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LB2086'THE MARK IS ABOVE LEVEL WITH ROAD.
 LB2086
 LB2086                          STATION RECOVERY (1989)
 LB2086
 LB2086'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0201 ***********************************************************************
 LB0201  DESIGNATION -  V 180
 LB0201  PID         -  LB0201
 LB0201  STATE/COUNTY-  IN/FULTON
 LB0201  COUNTRY     -  US
 LB0201  USGS QUAD   -  MACY (2019)
 LB0201
 LB0201                         *CURRENT SURVEY CONTROL
 LB0201  ______________________________________________________________________
 LB0201* NAD 83(1986) POSITION- 40 57 37.     (N) 086 10 25.     (W)   SCALED
 LB0201* NAVD 88 ORTHO HEIGHT -   245.024 (meters)      803.88  (feet) ADJUSTED
 LB0201  ______________________________________________________________________
 LB0201  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 LB0201  DYNAMIC HEIGHT  -        244.914 (meters)      803.52  (feet) COMP
 LB0201  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 LB0201
 LB0201  VERT ORDER      -  SECOND    CLASS 0
 LB0201
 LB0201.The horizontal coordinates were scaled from a map and have
 LB0201.an estimated accuracy of +/- 6 seconds.
 LB0201
 LB0201.The orthometric height was determined by differential leveling and
 LB0201.adjusted by the NATIONAL GEODETIC SURVEY
 LB0201.in June 1991.
 LB0201
 LB0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0201.GEOID18 height accuracy estimate available here.
 LB0201
 LB0201.Click photographs - Photos may exist for this station.
 LB0201
 LB0201.The dynamic height is computed by dividing the NAVD 88
 LB0201.geopotential number by the normal gravity value computed on the
 LB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0201.degrees latitude (g = 980.6199 gals.).
 LB0201
 LB0201.The modeled gravity was interpolated from observed gravity values.
 LB0201
 LB0201;                    North         East    Units  Estimated Accuracy
 LB0201;SPC IN E     -   634,270.       57,320.      MT  (+/- 180 meters Scaled)
 LB0201
 LB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL695346(NAD 83)
 LB0201
 LB0201                          SUPERSEDED SURVEY CONTROL
 LB0201
 LB0201  NGVD 29 (??/??/92)  245.144  (m)          804.28   (f) ADJ UNCH    2 0
 LB0201
 LB0201.Superseded values are not recommended for survey control.
 LB0201
 LB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0201.See file dsdata.pdf to determine how the superseded data were derived.
 LB0201
 LB0201_MARKER: DB = BENCH MARK DISK
 LB0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0201_SP_SET: BRIDGE WINGWALL
 LB0201_STAMPING: V 180 1946
 LB0201_MARK LOGO: CGS
 LB0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0201
 LB0201  HISTORY     - Date     Condition        Report By
 LB0201  HISTORY     - 1946     MONUMENTED       CGS
 LB0201  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0201  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0201
 LB0201                          STATION DESCRIPTION
 LB0201
 LB0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0201'2.6 MI W FROM MACY.
 LB0201'ABOUT 2.65 MILES WEST ALONG A PAVED ROAD FROM THE M.E. CHURCH AT
 LB0201'MACY, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 31,
 LB0201'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST WING WALL
 LB0201'OF A 24 FOOT STEEL BRIDGE OVER A DITCH, 12 FEET SOUTH OF THE
 LB0201'CENTER LINE OF THE ROAD, 6.5 FEET WEST-SOUTHWEST OF THE WEST
 LB0201'END OF THE SOUTH STEEL BRIDGE RAILING, ABOUT 0.5 FOOT BELOW
 LB0201'THE BRIDGE FLOOR, AND SET IN A DRILL HOLE.
 LB0201
 LB0201                          STATION RECOVERY (1989)
 LB0201
 LB0201'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0201'MARK NOT FOUND.
 LB0201
 LB0201                          STATION RECOVERY (1992)
 LB0201
 LB0201'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0178 ***********************************************************************
 LB0178  DESIGNATION -  V 181
 LB0178  PID         -  LB0178
 LB0178  STATE/COUNTY-  IN/CASS
 LB0178  COUNTRY     -  US
 LB0178  USGS QUAD   -  TWELVE MILE (2019)
 LB0178
 LB0178                         *CURRENT SURVEY CONTROL
 LB0178  ______________________________________________________________________
 LB0178* NAD 83(1986) POSITION- 40 51 10.     (N) 086 13 29.     (W)   SCALED
 LB0178* NAVD 88 ORTHO HEIGHT -   232.645 (meters)      763.27  (feet) ADJUSTED
 LB0178  ______________________________________________________________________
 LB0178  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 LB0178  DYNAMIC HEIGHT  -        232.538 (meters)      762.92  (feet) COMP
 LB0178  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 LB0178
 LB0178  VERT ORDER      -  SECOND    CLASS 0
 LB0178
 LB0178.The horizontal coordinates were scaled from a map and have
 LB0178.an estimated accuracy of +/- 6 seconds.
 LB0178
 LB0178.The orthometric height was determined by differential leveling and
 LB0178.adjusted by the NATIONAL GEODETIC SURVEY
 LB0178.in June 1991.
 LB0178
 LB0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0178.GEOID18 height accuracy estimate available here.
 LB0178
 LB0178.Click photographs - Photos may exist for this station.
 LB0178
 LB0178.The dynamic height is computed by dividing the NAVD 88
 LB0178.geopotential number by the normal gravity value computed on the
 LB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0178.degrees latitude (g = 980.6199 gals.).
 LB0178
 LB0178.The modeled gravity was interpolated from observed gravity values.
 LB0178
 LB0178;                    North         East    Units  Estimated Accuracy
 LB0178;SPC IN E     -   622,360.       52,950.      MT  (+/- 180 meters Scaled)
 LB0178
 LB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653227(NAD 83)
 LB0178
 LB0178                          SUPERSEDED SURVEY CONTROL
 LB0178
 LB0178  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    2 0
 LB0178
 LB0178.Superseded values are not recommended for survey control.
 LB0178
 LB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0178.See file dsdata.pdf to determine how the superseded data were derived.
 LB0178
 LB0178_MARKER: DB = BENCH MARK DISK
 LB0178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0178_SP_SET: PIPE CULVERT HEADWALL
 LB0178_STAMPING: V 181 1946
 LB0178_MARK LOGO: CGS
 LB0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0178+STABILITY: SURFACE MOTION
 LB0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0178+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB0178
 LB0178  HISTORY     - Date     Condition        Report By
 LB0178  HISTORY     - 1946     MONUMENTED       CGS
 LB0178  HISTORY     - 1989     GOOD             USPSQD
 LB0178  HISTORY     - 20110706 GOOD             INDIV
 LB0178
 LB0178                          STATION DESCRIPTION
 LB0178
 LB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0178'1 MI S FROM TWELVE MILE.
 LB0178'ABOUT 0.95 MILE SOUTH ALONG A ROAD LEADING TO HOOVERS FROM THE
 LB0178'SCHOOL AT TWELVE MILE, ABOUT 125 YARDS NORTH OF THE INTERSECTION
 LB0178'OF AN EAST-WEST GRAVEL ROAD, SET IN THE TOP OF THE NORTH END
 LB0178'OF THE EAST CONCRETE HEAD WALL OF A 2 FOOT PIPE CULVERT, 15 FEET
 LB0178'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE NORTH
 LB0178'END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
 LB0178
 LB0178                          STATION RECOVERY (1989)
 LB0178
 LB0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0178'RECOVERED IN GOOD CONDITION.
 LB0178
 LB0178                          STATION RECOVERY (2011)
 LB0178
 LB0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0178'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1697 ***********************************************************************
 LA1697  DESIGNATION -  V 183
 LA1697  PID         -  LA1697
 LA1697  STATE/COUNTY-  IN/WABASH
 LA1697  COUNTRY     -  US
 LA1697  USGS QUAD   -  RICHVALLEY (2019)
 LA1697
 LA1697                         *CURRENT SURVEY CONTROL
 LA1697  ______________________________________________________________________
 LA1697* NAD 83(1986) POSITION- 40 50 18.     (N) 085 55 23.     (W)   SCALED
 LA1697* NAVD 88 ORTHO HEIGHT -   242.199 (meters)      794.61  (feet) ADJUSTED
 LA1697  ______________________________________________________________________
 LA1697  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 LA1697  DYNAMIC HEIGHT  -        242.085 (meters)      794.24  (feet) COMP
 LA1697  MODELED GRAVITY -    980,146.7   (mgal)                       NAVD 88
 LA1697
 LA1697  VERT ORDER      -  SECOND    CLASS 0
 LA1697
 LA1697.The horizontal coordinates were scaled from a map and have
 LA1697.an estimated accuracy of +/- 6 seconds.
 LA1697
 LA1697.The orthometric height was determined by differential leveling and
 LA1697.adjusted by the NATIONAL GEODETIC SURVEY
 LA1697.in June 1991.
 LA1697
 LA1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1697.GEOID18 height accuracy estimate available here.
 LA1697
 LA1697.Click photographs - Photos may exist for this station.
 LA1697
 LA1697.The dynamic height is computed by dividing the NAVD 88
 LA1697.geopotential number by the normal gravity value computed on the
 LA1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1697.degrees latitude (g = 980.6199 gals.).
 LA1697
 LA1697.The modeled gravity was interpolated from observed gravity values.
 LA1697
 LA1697;                    North         East    Units  Estimated Accuracy
 LA1697;SPC IN E     -   620,640.       78,380.      MT  (+/- 180 meters Scaled)
 LA1697
 LA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL907213(NAD 83)
 LA1697
 LA1697                          SUPERSEDED SURVEY CONTROL
 LA1697
 LA1697  NGVD 29 (??/??/92)  242.320  (m)          795.01   (f) ADJ UNCH    2 0
 LA1697
 LA1697.Superseded values are not recommended for survey control.
 LA1697
 LA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1697.See file dsdata.pdf to determine how the superseded data were derived.
 LA1697
 LA1697_MARKER: DB = BENCH MARK DISK
 LA1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1697_STAMPING: V 183 1946
 LA1697_MARK LOGO: CGS
 LA1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1697+STABILITY: SURFACE MOTION
 LA1697
 LA1697  HISTORY     - Date     Condition        Report By
 LA1697  HISTORY     - 1946     MONUMENTED       CGS
 LA1697
 LA1697                          STATION DESCRIPTION
 LA1697
 LA1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1697'3.8 MI N FROM RICHVALLEY.
 LA1697'ABOUT 3.8 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO ROANN
 LA1697'FROM THE WABASH RAILWAY STATION AT RICHVALLEY, SET IN THE
 LA1697'NORTHEAST QUARTER OF THE INTERSECTION OF AN EAST-WEST GRAVEL
 LA1697'ROAD, 83 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM
 LA1697'HOUSE, 26 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1697'21 FEET EAST OF THE CENTER LINE OF THE ROANN ROAD, 1.5 FEET
 LA1697'SOUTH OF THE FENCE CORNER POST OF AN IRON FENCE AROUND THE FARM
 LA1697'YARD, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A
 LA1697'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0253 ***********************************************************************
 ME0253  DESIGNATION -  V 184
 ME0253  PID         -  ME0253
 ME0253  STATE/COUNTY-  IN/MARSHALL
 ME0253  COUNTRY     -  US
 ME0253  USGS QUAD   -  INWOOD (2019)
 ME0253
 ME0253                         *CURRENT SURVEY CONTROL
 ME0253  ______________________________________________________________________
 ME0253* NAD 83(1986) POSITION- 41 19 12.     (N) 086 13 14.     (W)   SCALED
 ME0253* NAVD 88 ORTHO HEIGHT -   256.324 (meters)      840.96  (feet) ADJUSTED
 ME0253  ______________________________________________________________________
 ME0253  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 ME0253  DYNAMIC HEIGHT  -        256.215 (meters)      840.60  (feet) COMP
 ME0253  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 ME0253
 ME0253  VERT ORDER      -  FIRST     CLASS I
 ME0253
 ME0253.The horizontal coordinates were scaled from a map and have
 ME0253.an estimated accuracy of +/- 6 seconds.
 ME0253
 ME0253.The orthometric height was determined by differential leveling and
 ME0253.adjusted by the NATIONAL GEODETIC SURVEY
 ME0253.in April 1995.
 ME0253
 ME0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0253.GEOID18 height accuracy estimate available here.
 ME0253
 ME0253.Click photographs - Photos may exist for this station.
 ME0253
 ME0253.The dynamic height is computed by dividing the NAVD 88
 ME0253.geopotential number by the normal gravity value computed on the
 ME0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0253.degrees latitude (g = 980.6199 gals.).
 ME0253
 ME0253.The modeled gravity was interpolated from observed gravity values.
 ME0253
 ME0253;                    North         East    Units  Estimated Accuracy
 ME0253;SPC IN E     -   674,240.       53,630.      MT  (+/- 180 meters Scaled)
 ME0253
 ME0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL652745(NAD 83)
 ME0253
 ME0253                          SUPERSEDED SURVEY CONTROL
 ME0253
 ME0253  NAVD 88 (06/15/91)  256.333  (m)          840.99   (f) SUPERSEDED  1 1
 ME0253  NGVD 29 (01/19/93)  256.447  (m)          841.36   (f) ADJUSTED    1 1
 ME0253  NGVD 29 (??/??/92)  256.454  (m)          841.38   (f) SUPERSEDED  1 1
 ME0253
 ME0253.Superseded values are not recommended for survey control.
 ME0253
 ME0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0253.See file dsdata.pdf to determine how the superseded data were derived.
 ME0253
 ME0253_MARKER: DB = BENCH MARK DISK
 ME0253_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0253_SP_SET: FOOTING
 ME0253_STAMPING: V 184 1946
 ME0253_MARK LOGO: CGS
 ME0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0253+STABILITY: SURFACE MOTION
 ME0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0253+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 ME0253
 ME0253  HISTORY     - Date     Condition        Report By
 ME0253  HISTORY     - 1946     MONUMENTED       CGS
 ME0253  HISTORY     - 1968     GOOD             CGS
 ME0253  HISTORY     - 1983     GOOD             USPSQD
 ME0253  HISTORY     - 1990     GOOD             USPSQD
 ME0253  HISTORY     - 19920909 GOOD             NGS
 ME0253
 ME0253                          STATION DESCRIPTION
 ME0253
 ME0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0253'1 MI W FROM INWOOD.
 ME0253'ABOUT 1.0 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0253'CROSSING OF HAWTHORN ROAD AT INWOOD, ABOUT 0.2 MILE EAST OF
 ME0253'MILEPOST 379, ALMOST DIRECTLY ACROSS THE TRACK AND U.S. HIGHWAY
 ME0253'30 FROM THE WEST END OF A SMALL CEMETERY, SET VERTICALLY IN THE
 ME0253'NORTH FACE OF A 3 1/2 FOOT SQUARE CONCRETE BASE FOR A SIGNAL
 ME0253'CONTROL BOX, 7.3 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND
 ME0253'TRACK AND 2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 7, T 33 N,
 ME0253'R 3 E.
 ME0253
 ME0253                          STATION RECOVERY (1983)
 ME0253
 ME0253'RECOVERY NOTE BY US POWER SQUADRON 1983
 ME0253'NOTE--ABOUT 0.1 MILE EAST OF IRS ROAD.
 ME0253
 ME0253                          STATION RECOVERY (1990)
 ME0253
 ME0253'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0253'RECOVERED IN GOOD CONDITION.
 ME0253
 ME0253                          STATION RECOVERY (1992)
 ME0253
 ME0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0253'7.4 KM (4.60 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME0253'JUNCTION OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, SET
 ME0253'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOOTING FOR A
 ME0253'RAILROAD SIGNAL (SIGNAL REMOVED), 3.1 M (10.2 FT) NORTHWEST OF THE
 ME0253'CENTER OF A CISTERN, 2.2 M (7.2 FT) NORTHEAST OF THE NEAR RAIL, 1.5 M
 ME0253'(4.9 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) ABOVE THE
 ME0253'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1600 ***********************************************************************
 LA1600  DESIGNATION -  V 185
 LA1600  PID         -  LA1600
 LA1600  STATE/COUNTY-  IN/GRANT
 LA1600  COUNTRY     -  US
 LA1600  USGS QUAD   -  MARION (2019)
 LA1600
 LA1600                         *CURRENT SURVEY CONTROL
 LA1600  ______________________________________________________________________
 LA1600* NAD 83(1986) POSITION- 40 31 45.     (N) 085 39 16.     (W)   SCALED
 LA1600* NAVD 88 ORTHO HEIGHT -   257.870 (meters)      846.03  (feet) ADJUSTED
 LA1600  ______________________________________________________________________
 LA1600  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 LA1600  DYNAMIC HEIGHT  -        257.739 (meters)      845.60  (feet) COMP
 LA1600  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 LA1600
 LA1600  VERT ORDER      -  FIRST     CLASS II
 LA1600
 LA1600.The horizontal coordinates were scaled from a map and have
 LA1600.an estimated accuracy of +/- 6 seconds.
 LA1600
 LA1600.The orthometric height was determined by differential leveling and
 LA1600.adjusted by the NATIONAL GEODETIC SURVEY
 LA1600.in June 1991.
 LA1600
 LA1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1600.GEOID18 height accuracy estimate available here.
 LA1600
 LA1600.Click photographs - Photos may exist for this station.
 LA1600
 LA1600.The dynamic height is computed by dividing the NAVD 88
 LA1600.geopotential number by the normal gravity value computed on the
 LA1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1600.degrees latitude (g = 980.6199 gals.).
 LA1600
 LA1600.The modeled gravity was interpolated from observed gravity values.
 LA1600
 LA1600;                    North         East    Units  Estimated Accuracy
 LA1600;SPC IN E     -   586,270.      101,040.      MT  (+/- 180 meters Scaled)
 LA1600
 LA1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK139873(NAD 83)
 LA1600
 LA1600                          SUPERSEDED SURVEY CONTROL
 LA1600
 LA1600  NGVD 29 (??/??/92)  257.998  (m)          846.45   (f) ADJ UNCH    1 2
 LA1600
 LA1600.Superseded values are not recommended for survey control.
 LA1600
 LA1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1600.See file dsdata.pdf to determine how the superseded data were derived.
 LA1600
 LA1600_MARKER: DB = BENCH MARK DISK
 LA1600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1600_SP_SET: BUILDING FOUNDATION
 LA1600_STAMPING: V 185 1946
 LA1600_MARK LOGO: CGS
 LA1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1600
 LA1600  HISTORY     - Date     Condition        Report By
 LA1600  HISTORY     - 1946     MONUMENTED       CGS
 LA1600
 LA1600                          STATION DESCRIPTION
 LA1600
 LA1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1600'1.9 MI S FROM MARION.
 LA1600'ABOUT 1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1600'THE STATION AT MARION, ABOUT 2 POLES SOUTH OF POLE 134/30, AT THE
 LA1600'GRANT COUNTY HIGHWAY GARAGE, SET VERTICALLY IN THE NORTH FACE OF
 LA1600'THE CONCRETE FOUNDATION OF THE NORTHWEST CORNER OF THE BUILDING,
 LA1600'140 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 1 FOOT EAST OF
 LA1600'THE NORTHWEST CORNER, AND ABOUT 1.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1082 ***********************************************************************
 MD1082  DESIGNATION -  V 186
 MD1082  PID         -  MD1082
 MD1082  STATE/COUNTY-  IN/WHITLEY
 MD1082  COUNTRY     -  US
 MD1082  USGS QUAD   -  PIERCETON (2019)
 MD1082
 MD1082                         *CURRENT SURVEY CONTROL
 MD1082  ______________________________________________________________________
 MD1082* NAD 83(1997) POSITION- 41 07 58.48912(N) 085 38 06.69692(W)   ADJUSTED
 MD1082* NAVD 88 ORTHO HEIGHT -   275.349 (meters)      903.37  (feet) ADJUSTED
 MD1082  ______________________________________________________________________
 MD1082  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 MD1082  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 MD1082  DYNAMIC HEIGHT  -        275.232 (meters)      902.99  (feet) COMP
 MD1082  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 MD1082
 MD1082  HORZ ORDER      -  SECOND
 MD1082  VERT ORDER      -  SECOND    CLASS 0
 MD1082
 MD1082.The horizontal coordinates were established by classical geodetic methods
 MD1082.and adjusted by the National Geodetic Survey in May 1999.
 MD1082
 MD1082.The orthometric height was determined by differential leveling and
 MD1082.adjusted by the NATIONAL GEODETIC SURVEY
 MD1082.in June 1991.
 MD1082
 MD1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1082.GEOID18 height accuracy estimate available here.
 MD1082
 MD1082.Click photographs - Photos may exist for this station.
 MD1082
 MD1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1082
 MD1082.The dynamic height is computed by dividing the NAVD 88
 MD1082.geopotential number by the normal gravity value computed on the
 MD1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1082.degrees latitude (g = 980.6199 gals.).
 MD1082
 MD1082.The modeled gravity was interpolated from observed gravity values.
 MD1082
 MD1082. The following values were computed from the NAD 83(1997) position.
 MD1082
 MD1082;                    North         East     Units Scale Factor Converg.
 MD1082;SPC IN E     -   653,318.932   102,642.579   MT  0.99996675   +0 01 14.5
 MD1082;SPC IN E     - 2,143,430.53    336,753.19   sFT  0.99996675   +0 01 14.5
 MD1082;UTM  16      - 4,554,409.477   614,552.900   MT  0.99976150   +0 53 52.4
 MD1082
 MD1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1082!SPC IN E     -   0.99996205  x   0.99996675  =   0.99992880
 MD1082!UTM  16      -   0.99996205  x   0.99976150  =   0.99972356
 MD1082
 MD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1455254409(NAD 83)
 MD1082
 MD1082                          SUPERSEDED SURVEY CONTROL
 MD1082
 MD1082  NAD 83(1995)-  41 07 58.49283(N)    085 38 06.70533(W) AD(       ) 2
 MD1082  NAD 83(1986)-  41 07 58.49227(N)    085 38 06.70798(W) AD(       ) 2
 MD1082  NAD 27      -  41 07 58.32800(N)    085 38 06.76280(W) AD(       ) 2
 MD1082  NGVD 29 (??/??/92)  275.478  (m)          903.80   (f) ADJ UNCH    2 0
 MD1082  NGVD 29             275.48   (m)          903.8    (f) LEVELING    3  
 MD1082
 MD1082.Superseded values are not recommended for survey control.
 MD1082
 MD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1082.See file dsdata.pdf to determine how the superseded data were derived.
 MD1082
 MD1082_MARKER: DB = BENCH MARK DISK
 MD1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1082_STAMPING: V 186 1946
 MD1082_MARK LOGO: CGS
 MD1082_PROJECTION: PROJECTING 15 CENTIMETERS
 MD1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1082+STABILITY: SURFACE MOTION
 MD1082
 MD1082  HISTORY     - Date     Condition        Report By
 MD1082  HISTORY     - 1947     MONUMENTED       CGS
 MD1082  HISTORY     - 1960     GOOD             CGS
 MD1082  HISTORY     - 1960     GOOD             CGS
 MD1082
 MD1082                          STATION DESCRIPTION
 MD1082
 MD1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1082'THIS IS A TRAVERSE STATION.
 MD1082'
 MD1082'STATION IS LOCATED ON THE SOUTHWEST CORNER OF STATE HIGHWAY 5 AND A
 MD1082'GRAVEL CROSSROAD, 3.4
 MD1082'MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 5 AND 14 IN SOUTH
 MD1082'WHITLEY.  IT IS 37 FEET WEST OF THE
 MD1082'CENTER OF HIGHWAY 5 AND 2 FEET EAST OF A FENCE LINE.  A TRAVERSE
 MD1082'CONNECTION WAS MADE FROM TRIANGULATION
 MD1082'STATION CUMMINS AND THE DISTANCE WAS FOUND TO BE
 MD1082'49.54 FEET (15.100 METERS).  THE MARK IS A 10 X 10 INCH
 MD1082'CONCRETE POST, PROJECTING ABOUT 3
 MD1082'INCHES WITH A STANDARD USC AND GS BM DISK STAMPED V 186 1946.
 MD1082
 MD1082                          STATION RECOVERY (1960)
 MD1082
 MD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1082'ORIGINAL DESCRIPTION IS CURRENTLY ADEQUATE AND CORRECT.
 MD1082
 MD1082                          STATION RECOVERY (1960)
 MD1082
 MD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MD1082'3.5 MI N FROM SOUTH WHITLEY.
 MD1082'ABOUT 3.8 MILES N ALONG NO. 5 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1082'WITH NO. 14 INDIANA HWY. AT THE S END OF STATE STREET IN SOUTH
 MD1082'WHITLEY, 3.5 MILES S ALONG SAME HWY. FROM THE RAILROAD CROSSING
 MD1082'IN LARWILL, IN THE SW ANGLE OF A CROSSROADS, 97 FEET S OF CENTER
 MD1082'LINE OF THE GRAVEL ROAD, 78 FEET SSW OF A TELEPHONE POLE, 57-1/2
 MD1082'FEET NNW OF ANOTHER POLE, 38 FEET W OF CENTER LINE OF 20-FOOT
 MD1082'ASPHALT HWY. PAVEMENT, 0.8 FOOT HIGHER THAN SAME, 1.5 FEET E
 MD1082'OF W RIGHT-OF-WAY FENCE, 49.54 FEET S OF TRIANGULATION STATION
 MD1082'CUMMINS, 1.4 FEET S OF STEEL WITNESS POST, AND PROJECTING 0.5
 MD1082'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1709 ***********************************************************************
 LA1709  DESIGNATION -  V 187
 LA1709  PID         -  LA1709
 LA1709  STATE/COUNTY-  IN/WABASH
 LA1709  COUNTRY     -  US
 LA1709  USGS QUAD   -  SERVIA (2019)
 LA1709
 LA1709                         *CURRENT SURVEY CONTROL
 LA1709  ______________________________________________________________________
 LA1709* NAD 83(1986) POSITION- 40 54 47.     (N) 085 44 20.     (W)   SCALED
 LA1709* NAVD 88 ORTHO HEIGHT -   263.098 (meters)      863.18  (feet) ADJUSTED
 LA1709  ______________________________________________________________________
 LA1709  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 LA1709  DYNAMIC HEIGHT  -        262.976 (meters)      862.78  (feet) COMP
 LA1709  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 LA1709
 LA1709  VERT ORDER      -  SECOND    CLASS 0
 LA1709
 LA1709.The horizontal coordinates were scaled from a map and have
 LA1709.an estimated accuracy of +/- 6 seconds.
 LA1709
 LA1709.The orthometric height was determined by differential leveling and
 LA1709.adjusted by the NATIONAL GEODETIC SURVEY
 LA1709.in June 1991.
 LA1709
 LA1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1709.GEOID18 height accuracy estimate available here.
 LA1709
 LA1709.Click photographs - Photos may exist for this station.
 LA1709
 LA1709.The dynamic height is computed by dividing the NAVD 88
 LA1709.geopotential number by the normal gravity value computed on the
 LA1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1709.degrees latitude (g = 980.6199 gals.).
 LA1709
 LA1709.The modeled gravity was interpolated from observed gravity values.
 LA1709
 LA1709;                    North         East    Units  Estimated Accuracy
 LA1709;SPC IN E     -   628,910.       93,920.      MT  (+/- 180 meters Scaled)
 LA1709
 LA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL062298(NAD 83)
 LA1709
 LA1709                          SUPERSEDED SURVEY CONTROL
 LA1709
 LA1709  NGVD 29 (??/??/92)  263.222  (m)          863.59   (f) ADJ UNCH    2 0
 LA1709
 LA1709.Superseded values are not recommended for survey control.
 LA1709
 LA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1709.See file dsdata.pdf to determine how the superseded data were derived.
 LA1709
 LA1709_MARKER: DB = BENCH MARK DISK
 LA1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1709_STAMPING: V 187 1946
 LA1709_MARK LOGO: CGS
 LA1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1709+STABILITY: SURFACE MOTION
 LA1709
 LA1709  HISTORY     - Date     Condition        Report By
 LA1709  HISTORY     - 1946     MONUMENTED       CGS
 LA1709
 LA1709                          STATION DESCRIPTION
 LA1709
 LA1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1709'3.8 MI NE FROM URBANA.
 LA1709'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LA1709'STATION AT URBANA, THENCE 2.7 MILES EAST ALONG STATE HIGHWAY 16,
 LA1709'AT THE INTERSECTION WITH AN OFFSET SECTION LINE ROAD, 82 FEET
 LA1709'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 44 FEET SOUTHWEST AND
 LA1709'ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 20 FEET SOUTH OF THE
 LA1709'CENTER LINE OF THE HIGHWAY, ABOUT MIDWAY BETWEEN THE THIRD AND
 LA1709'FOURTH STEEL FENCE POSTS WEST OF THE FENCE CORNER, 1 FOOT SOUTH
 LA1709'OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA1709'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0870 ***********************************************************************
 LA0870  DESIGNATION -  V 188
 LA0870  PID         -  LA0870
 LA0870  STATE/COUNTY-  IN/WELLS
 LA0870  COUNTRY     -  US
 LA0870  USGS QUAD   -  ZANESVILLE (2019)
 LA0870
 LA0870                         *CURRENT SURVEY CONTROL
 LA0870  ______________________________________________________________________
 LA0870* NAD 83(1986) POSITION- 40 54 08.     (N) 085 16 50.     (W)   SCALED
 LA0870* NAVD 88 ORTHO HEIGHT -   254.877 (meters)      836.21  (feet) ADJUSTED
 LA0870  ______________________________________________________________________
 LA0870  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 LA0870  DYNAMIC HEIGHT  -        254.761 (meters)      835.83  (feet) COMP
 LA0870  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 LA0870
 LA0870  VERT ORDER      -  SECOND    CLASS 0
 LA0870
 LA0870.The horizontal coordinates were scaled from a map and have
 LA0870.an estimated accuracy of +/- 6 seconds.
 LA0870
 LA0870.The orthometric height was determined by differential leveling and
 LA0870.adjusted by the NATIONAL GEODETIC SURVEY
 LA0870.in June 1991.
 LA0870
 LA0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0870.GEOID18 height accuracy estimate available here.
 LA0870
 LA0870.Click photographs - Photos may exist for this station.
 LA0870
 LA0870.The dynamic height is computed by dividing the NAVD 88
 LA0870.geopotential number by the normal gravity value computed on the
 LA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0870.degrees latitude (g = 980.6199 gals.).
 LA0870
 LA0870.The modeled gravity was interpolated from observed gravity values.
 LA0870
 LA0870;                    North         East    Units  Estimated Accuracy
 LA0870;SPC IN E     -   627,770.      132,530.      MT  (+/- 180 meters Scaled)
 LA0870
 LA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL448293(NAD 83)
 LA0870
 LA0870                          SUPERSEDED SURVEY CONTROL
 LA0870
 LA0870  NGVD 29 (??/??/92)  255.018  (m)          836.67   (f) ADJ UNCH    2 0
 LA0870
 LA0870.Superseded values are not recommended for survey control.
 LA0870
 LA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0870.See file dsdata.pdf to determine how the superseded data were derived.
 LA0870
 LA0870_MARKER: DB = BENCH MARK DISK
 LA0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0870_STAMPING: V 188 1946
 LA0870_MARK LOGO: CGS
 LA0870_PROJECTION: PROJECTING 15 CENTIMETERS
 LA0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0870+STABILITY: SURFACE MOTION
 LA0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0870+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 LA0870
 LA0870  HISTORY     - Date     Condition        Report By
 LA0870  HISTORY     - 1946     MONUMENTED       CGS
 LA0870  HISTORY     - 1969     GOOD             CGS
 LA0870  HISTORY     - 1984     GOOD             NGS
 LA0870  HISTORY     - 20060104 GOOD             INDIV
 LA0870  HISTORY     - 20061212 GOOD             INDIV
 LA0870  HISTORY     - 20150204 POOR             INDIV
 LA0870
 LA0870                          STATION DESCRIPTION
 LA0870
 LA0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0870'1 MI S FROM ZANESVILLE.
 LA0870'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 303 FROM THE POST OFFICE
 LA0870'AT ZANESVILLE, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD,
 LA0870'IN THE SOUTH-WEST QUARTER OF THE INTERSECTION, 185 FT. SOUTH
 LA0870'OF THE C/L OF THE GRAVEL ROAD, 40 FT. WEST OF THE C/L OF THE
 LA0870'HIGHWAY, 4 FT. SOUTH OF A PWP, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0870'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN.
 LA0870'NOTE-- UNDER A LARGE EVERGREEN BUSH.
 LA0870
 LA0870                          STATION RECOVERY (1984)
 LA0870
 LA0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LA0870'HIGHWAY 303 IS NOW COUNTY ROUTE 300 W AND THE MACK IS NOW IN A ROCK
 LA0870'AND FLOWER GARDEN NOT UNDER A LARGE EVERGREEN BUSH.
 LA0870
 LA0870                          STATION RECOVERY (2006)
 LA0870
 LA0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 LA0870'MARK IS NOW IN MOWED LAWN AND PROJECTS 1.0FT.
 LA0870
 LA0870                          STATION RECOVERY (2006)
 LA0870
 LA0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DGR)
 LA0870'RECOVERED AS DESCRIBED, EXCEPT NO LONGER IN A ROCK AND FLOWER GARDEN
 LA0870
 LA0870                          STATION RECOVERY (2015)
 LA0870
 LA0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SCE)
 LA0870'MARK NOT VISIBLY DISTURBED BUT VERTICAL MEASUREMENT DID NOT AGREE
 LA0870'WITH PUBLISHED VALUE WHEN COMPARED TO OTHER MARK (LA0899 S 188) AND
 LA0870'LOCAL NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0962 ***********************************************************************
 MD0962  DESIGNATION -  V 189
 MD0962  PID         -  MD0962
 MD0962  STATE/COUNTY-  IN/HUNTINGTON
 MD0962  COUNTRY     -  US
 MD0962  USGS QUAD   -  LAUD (2019)
 MD0962
 MD0962                         *CURRENT SURVEY CONTROL
 MD0962  ______________________________________________________________________
 MD0962* NAD 83(1986) POSITION- 41 00 18.     (N) 085 24 51.     (W)   SCALED
 MD0962* NAVD 88 ORTHO HEIGHT -   260.471 (meters)      854.56  (feet) ADJUSTED
 MD0962  ______________________________________________________________________
 MD0962  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 MD0962  DYNAMIC HEIGHT  -        260.358 (meters)      854.19  (feet) COMP
 MD0962  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 MD0962
 MD0962  VERT ORDER      -  SECOND    CLASS 0
 MD0962
 MD0962.The horizontal coordinates were scaled from a map and have
 MD0962.an estimated accuracy of +/- 6 seconds.
 MD0962
 MD0962.The orthometric height was determined by differential leveling and
 MD0962.adjusted by the NATIONAL GEODETIC SURVEY
 MD0962.in June 1991.
 MD0962
 MD0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0962.GEOID18 height accuracy estimate available here.
 MD0962
 MD0962.Click photographs - Photos may exist for this station.
 MD0962
 MD0962.The dynamic height is computed by dividing the NAVD 88
 MD0962.geopotential number by the normal gravity value computed on the
 MD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0962.degrees latitude (g = 980.6199 gals.).
 MD0962
 MD0962.The modeled gravity was interpolated from observed gravity values.
 MD0962
 MD0962;                    North         East    Units  Estimated Accuracy
 MD0962;SPC IN E     -   639,140.      121,240.      MT  (+/- 180 meters Scaled)
 MD0962
 MD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL333405(NAD 83)
 MD0962
 MD0962                          SUPERSEDED SURVEY CONTROL
 MD0962
 MD0962  NGVD 29 (??/??/92)  260.613  (m)          855.03   (f) ADJ UNCH    2 0
 MD0962
 MD0962.Superseded values are not recommended for survey control.
 MD0962
 MD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0962.See file dsdata.pdf to determine how the superseded data were derived.
 MD0962
 MD0962_MARKER: DB = BENCH MARK DISK
 MD0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0962_STAMPING: V 189 1946
 MD0962_MARK LOGO: CGS
 MD0962_PROJECTION: FLUSH
 MD0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0962+STABILITY: SURFACE MOTION
 MD0962
 MD0962  HISTORY     - Date     Condition        Report By
 MD0962  HISTORY     - 1946     MONUMENTED       CGS
 MD0962  HISTORY     - 1961     GOOD             CGS
 MD0962  HISTORY     - 1966     GOOD             CGS
 MD0962
 MD0962                          STATION DESCRIPTION
 MD0962
 MD0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0962'8.4 MI E FROM LUTHER.
 MD0962'ABOUT 8.4 MILES E OF LUTHER OR 3.0 MILES E ALONG NO. 114 INDIANA
 MD0962'HIGHWAY FROM INTERSECTION WITH NO. 9 INDIANA HWY., 87 FEET
 MD0962'W OF CENTER LINE OF NO. 200 E HUNTINGTON COUNTY ROAD, 38 FEET
 MD0962'S OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 1.2 FEET
 MD0962'LOWER THAN SAME, 66 FEET W OF FENCE CORNER, 4-1/2 FEET WNW OF
 MD0962'NO. T-139 TELEPHONE POLE, 2.8 FEET N OF A FENCE, 1.5 FEET N OF
 MD0962'STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 MD0962
 MD0962                          STATION RECOVERY (1966)
 MD0962
 MD0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0912 ***********************************************************************
 ME0912  DESIGNATION -  V 19
 ME0912  PID         -  ME0912
 ME0912  STATE/COUNTY-  IN/ST JOSEPH
 ME0912  COUNTRY     -  US
 ME0912  USGS QUAD   -  NEW CARLISLE (2019)
 ME0912
 ME0912                         *CURRENT SURVEY CONTROL
 ME0912  ______________________________________________________________________
 ME0912* NAD 83(1986) POSITION- 41 42 28.     (N) 086 30 28.     (W)   SCALED
 ME0912* NAVD 88 ORTHO HEIGHT -   237.502 (meters)      779.20  (feet) ADJUSTED
 ME0912  ______________________________________________________________________
 ME0912  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0912  DYNAMIC HEIGHT  -        237.412 (meters)      778.91  (feet) COMP
 ME0912  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 ME0912
 ME0912  VERT ORDER      -  SECOND    CLASS 0
 ME0912
 ME0912.The horizontal coordinates were scaled from a map and have
 ME0912.an estimated accuracy of +/- 6 seconds.
 ME0912
 ME0912.The orthometric height was determined by differential leveling and
 ME0912.adjusted by the NATIONAL GEODETIC SURVEY
 ME0912.in June 1991.
 ME0912
 ME0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0912.GEOID18 height accuracy estimate available here.
 ME0912
 ME0912.Click photographs - Photos may exist for this station.
 ME0912
 ME0912.The dynamic height is computed by dividing the NAVD 88
 ME0912.geopotential number by the normal gravity value computed on the
 ME0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0912.degrees latitude (g = 980.6199 gals.).
 ME0912
 ME0912.The modeled gravity was interpolated from observed gravity values.
 ME0912
 ME0912;                    North         East    Units  Estimated Accuracy
 ME0912;SPC IN E     -   717,500.       30,000.      MT  (+/- 180 meters Scaled)
 ME0912
 ME0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM409174(NAD 83)
 ME0912
 ME0912                          SUPERSEDED SURVEY CONTROL
 ME0912
 ME0912  NGVD 29 (??/??/92)  237.604  (m)          779.54   (f) ADJ UNCH    2 0
 ME0912
 ME0912.Superseded values are not recommended for survey control.
 ME0912
 ME0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0912.See file dsdata.pdf to determine how the superseded data were derived.
 ME0912
 ME0912_MARKER: DB = BENCH MARK DISK
 ME0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0912_STAMPING: V 19 1934
 ME0912_MARK LOGO: CGS
 ME0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0912+STABILITY: SURFACE MOTION
 ME0912
 ME0912  HISTORY     - Date     Condition        Report By
 ME0912  HISTORY     - 1934     MONUMENTED       CGS
 ME0912  HISTORY     - 1946     GOOD             CGS
 ME0912  HISTORY     - 20150908 MARK NOT FOUND   LFA
 ME0912
 ME0912                          STATION DESCRIPTION
 ME0912
 ME0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0912'AT NEW CARLISLE.
 ME0912'AT NEW CARLISLE, ALONG THE NEW YORK CENTRAL RAILROAD, 133 FEET
 ME0912'WEST OF THE NORTHWEST CORNER OF THE STATION, 56 FEET NORTHEAST
 ME0912'OF THE NORTHEAST CORNER OF THE SECTION FOREMANS BRICK OFFICE
 ME0912'AND SHOP NO. W 465.5, 27 FEET SOUTH OF THE SOUTH RAIL OF THE EAST
 ME0912'BOUND TRACK, 18 FEET EAST OF THE CENTER LINE OF THE STREET, 3.5
 ME0912'FEET EAST OF THE CROSSING FLASH SIGNAL, ABOUT 0.5 FOOT BELOW THE
 ME0912'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 ME0912'INCHES.
 ME0912
 ME0912                          STATION RECOVERY (2015)
 ME0912
 ME0912'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 ME0912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0291 ***********************************************************************
 LB0291  DESIGNATION -  V 190
 LB0291  PID         -  LB0291
 LB0291  STATE/COUNTY-  IN/MIAMI
 LB0291  COUNTRY     -  US
 LB0291  USGS QUAD   -  GALVESTON (2019)
 LB0291
 LB0291                         *CURRENT SURVEY CONTROL
 LB0291  ______________________________________________________________________
 LB0291* NAD 83(1997) POSITION- 40 35 06.63030(N) 086 07 39.10307(W)   ADJUSTED
 LB0291* NAVD 88 ORTHO HEIGHT -   248.035 (meters)      813.76  (feet) ADJUSTED
 LB0291  ______________________________________________________________________
 LB0291  GEOID HEIGHT    -        -34.365 (meters)                     GEOID18
 LB0291  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LB0291  DYNAMIC HEIGHT  -        247.911 (meters)      813.35  (feet) COMP
 LB0291  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB0291
 LB0291  HORZ ORDER      -  SECOND
 LB0291  VERT ORDER      -  SECOND    CLASS 0
 LB0291
 LB0291.The horizontal coordinates were established by classical geodetic methods
 LB0291.and adjusted by the National Geodetic Survey in May 1999.
 LB0291
 LB0291.The orthometric height was determined by differential leveling and
 LB0291.adjusted by the NATIONAL GEODETIC SURVEY
 LB0291.in June 1991.
 LB0291
 LB0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0291.GEOID18 height accuracy estimate available here.
 LB0291
 LB0291.Click photographs - Photos may exist for this station.
 LB0291
 LB0291.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0291
 LB0291.The dynamic height is computed by dividing the NAVD 88
 LB0291.geopotential number by the normal gravity value computed on the
 LB0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0291.degrees latitude (g = 980.6199 gals.).
 LB0291
 LB0291.The modeled gravity was interpolated from observed gravity values.
 LB0291
 LB0291. The following values were computed from the NAD 83(1997) position.
 LB0291
 LB0291;                    North         East     Units Scale Factor Converg.
 LB0291;SPC IN E     -   592,595.550    60,984.449   MT  0.99998540   -0 17 59.4
 LB0291;SPC IN E     - 1,944,207.23    200,079.81   sFT  0.99998540   -0 17 59.4
 LB0291;UTM  16      - 4,493,074.966   573,834.727   MT  0.99966710   +0 34 03.5
 LB0291
 LB0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0291!SPC IN E     -   0.99996648  x   0.99998540  =   0.99995188
 LB0291!UTM  16      -   0.99996648  x   0.99966710  =   0.99963359
 LB0291
 LB0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7383493074(NAD 83)
 LB0291
 LB0291                          SUPERSEDED SURVEY CONTROL
 LB0291
 LB0291  NAD 83(1986)-  40 35 06.63468(N)    086 07 39.11525(W) AD(       ) 2
 LB0291  NAD 27      -  40 35 06.49140(N)    086 07 39.13450(W) AD(       ) 2
 LB0291  NGVD 29 (??/??/92)  248.16   (m)          814.2    (f) COMPUTED    2 0
 LB0291  NGVD 29             248.16   (m)          814.2    (f) LEVELING    3  
 LB0291
 LB0291.Superseded values are not recommended for survey control.
 LB0291
 LB0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0291.See file dsdata.pdf to determine how the superseded data were derived.
 LB0291
 LB0291_MARKER: DB = BENCH MARK DISK
 LB0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0291_STAMPING: V 190 1946
 LB0291_MARK LOGO: CGS
 LB0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0291+STABILITY: SURFACE MOTION
 LB0291
 LB0291  HISTORY     - Date     Condition        Report By
 LB0291  HISTORY     - 1946     MONUMENTED       CGS
 LB0291  HISTORY     - 1948     GOOD             CGS
 LB0291
 LB0291                          STATION DESCRIPTION
 LB0291
 LB0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0291'0.8 MI W FROM BENNETTS SWITCH.
 LB0291'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 18 FROM THE M.E. CHURCH
 LB0291'AT BENNETTS SWITCH, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION
 LB0291'OF U.S. HIGHWAY 31, 127 FEET NORTH OF THE CENTER LINE OF
 LB0291'HIGHWAY 18, 136 FEET NORTHEAST OF POWER POLE NO. 1/604, 57
 LB0291'FEET WEST OF THE CENTER LNE OF HIGHWAY 31, 31 FEET SOUTHWEST
 LB0291'OF POWER POLE NO. 1/159, 16 FEET SOUTHEAST OF A FENCE LINE,
 LB0291'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LB0291'POST PROJECTING 6 INCHES.
 LB0291
 LB0291                          STATION RECOVERY (1948)
 LB0291
 LB0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB0291'THIS IS A TRAVERSE STATION.
 LB0291'
 LB0291'THE STATION IS LOCATED 11 MILES SOUTH OF PERU, 7 MILES NORTH OF
 LB0291'KOKOMO AND 3 MILES EAST OF GALVESTON IN THE NORTHWEST ANGLE OF THE
 LB0291'INTERSECTION OF STATE HIGHWAY 18 AND U. S. HIGHWAY 31.  IT IS
 LB0291'57 FEET WEST OF THE CENTER OF HIGHWAY 31, 31 FEET SOUTHWEST OF A
 LB0291'POWER LINE POLE AND 16 FEET SOUTHEAST OF A FENCE LINE.  THE MARK
 LB0291'IS A 8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES.  THE DISK IS A
 LB0291'STANDARD USC AND GS BENCH MARK DISK AND IS STAMPED V 190 1946.  A
 LB0291'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CENTENNIAL
 LB0291'AND THE DISTANCE WAS FOUND TO BE 76.44 FEET (23.298 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1581 ***********************************************************************
 LA1581  DESIGNATION -  V 191
 LA1581  PID         -  LA1581
 LA1581  STATE/COUNTY-  IN/HOWARD
 LA1581  COUNTRY     -  US
 LA1581  USGS QUAD   -  GREENTOWN (2019)
 LA1581
 LA1581                         *CURRENT SURVEY CONTROL
 LA1581  ______________________________________________________________________
 LA1581* NAD 83(1986) POSITION- 40 29 32.8    (N) 085 58 33.7    (W)   HD_HELD2
 LA1581* NAVD 88 ORTHO HEIGHT -   258.349 (meters)      847.60  (feet) ADJUSTED
 LA1581  ______________________________________________________________________
 LA1581  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 LA1581  DYNAMIC HEIGHT  -        258.216 (meters)      847.16  (feet) COMP
 LA1581  MODELED GRAVITY -    980,103.4   (mgal)                       NAVD 88
 LA1581
 LA1581  VERT ORDER      -  SECOND    CLASS 0
 LA1581
 LA1581.The horizontal coordinates were established by autonomous hand held GPS
 LA1581.observations and have an estimated accuracy of +/- 10 meters.
 LA1581
 LA1581.The orthometric height was determined by differential leveling and
 LA1581.adjusted by the NATIONAL GEODETIC SURVEY
 LA1581.in June 1991.
 LA1581
 LA1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1581.GEOID18 height accuracy estimate available here.
 LA1581
 LA1581.Click photographs - Photos may exist for this station.
 LA1581
 LA1581.The dynamic height is computed by dividing the NAVD 88
 LA1581.geopotential number by the normal gravity value computed on the
 LA1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1581.degrees latitude (g = 980.6199 gals.).
 LA1581
 LA1581.The modeled gravity was interpolated from observed gravity values.
 LA1581
 LA1581;                    North         East    Units  Estimated Accuracy
 LA1581;SPC IN E     -   582,243.       73,774.      MT  (+/- 10 meters HH2 GPS)
 LA1581
 LA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8677582919(NAD 83)
 LA1581
 LA1581                          SUPERSEDED SURVEY CONTROL
 LA1581
 LA1581  NGVD 29 (??/??/92)  258.472  (m)          848.00   (f) ADJ UNCH    2 0
 LA1581
 LA1581.Superseded values are not recommended for survey control.
 LA1581
 LA1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1581.See file dsdata.pdf to determine how the superseded data were derived.
 LA1581
 LA1581_MARKER: DB = BENCH MARK DISK
 LA1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1581_STAMPING: V 191 1946
 LA1581_MARK LOGO: CGS
 LA1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1581+STABILITY: SURFACE MOTION
 LA1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1581+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 LA1581
 LA1581  HISTORY     - Date     Condition        Report By
 LA1581  HISTORY     - 1946     MONUMENTED       CGS
 LA1581  HISTORY     - 20080904 GOOD             BFSINC
 LA1581
 LA1581                          STATION DESCRIPTION
 LA1581
 LA1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1581'1.6 MI NW FROM GREENTOWN.
 LA1581'ABOUT 0.5 MILE WEST ALONG THE NEW YORK CHICAGO AND ST. LOUIS
 LA1581'RAILROAD FROM THE STATION AT GREENTOWN, THENCE ABOUT 0.85 MILE
 LA1581'NORTH ALONG A COUNTY ROAD, THENCE ABOUT 0.25 MILE EAST ALONG A
 LA1581'BLACK TOP ROAD, AT THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 LA1581'27 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 24 FEET
 LA1581'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 5 FEET EAST OF A FENCE
 LA1581'CORNER POST, 4 FEET EAST OF POWER POLE NO. 26/899, 1 FOOT SOUTH
 LA1581'OF THE FENCE LINE, ABOUT 0.5 FOOT BELOW THE JUNCTION, AND SET
 LA1581'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1581
 LA1581                          STATION RECOVERY (2008)
 LA1581
 LA1581'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 LA1581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1896 ***********************************************************************
 LA1896  DESIGNATION -  V 192
 LA1896  PID         -  LA1896
 LA1896  STATE/COUNTY-  IN/GRANT
 LA1896  COUNTRY     -  US
 LA1896  USGS QUAD   -  VAN BUREN (2019)
 LA1896
 LA1896                         *CURRENT SURVEY CONTROL
 LA1896  ______________________________________________________________________
 LA1896* NAD 83(1986) POSITION- 40 35 45.     (N) 085 35 05.     (W)   SCALED
 LA1896* NAVD 88 ORTHO HEIGHT -   265.598 (meters)      871.38  (feet) ADJUSTED
 LA1896  ______________________________________________________________________
 LA1896  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 LA1896  DYNAMIC HEIGHT  -        265.465 (meters)      870.95  (feet) COMP
 LA1896  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 LA1896
 LA1896  VERT ORDER      -  SECOND    CLASS 0
 LA1896
 LA1896.The horizontal coordinates were scaled from a map and have
 LA1896.an estimated accuracy of +/- 6 seconds.
 LA1896
 LA1896.The orthometric height was determined by differential leveling and
 LA1896.adjusted by the NATIONAL GEODETIC SURVEY
 LA1896.in June 1991.
 LA1896
 LA1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1896.GEOID18 height accuracy estimate available here.
 LA1896
 LA1896.Click photographs - Photos may exist for this station.
 LA1896
 LA1896.The dynamic height is computed by dividing the NAVD 88
 LA1896.geopotential number by the normal gravity value computed on the
 LA1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1896.degrees latitude (g = 980.6199 gals.).
 LA1896
 LA1896.The modeled gravity was interpolated from observed gravity values.
 LA1896
 LA1896;                    North         East    Units  Estimated Accuracy
 LA1896;SPC IN E     -   593,680.      106,940.      MT  (+/- 180 meters Scaled)
 LA1896
 LA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK197948(NAD 83)
 LA1896
 LA1896                          SUPERSEDED SURVEY CONTROL
 LA1896
 LA1896  NGVD 29 (??/??/92)  265.727  (m)          871.81   (f) ADJ UNCH    2 0
 LA1896
 LA1896.Superseded values are not recommended for survey control.
 LA1896
 LA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1896.See file dsdata.pdf to determine how the superseded data were derived.
 LA1896
 LA1896_MARKER: DB = BENCH MARK DISK
 LA1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1896_STAMPING: V 192 1946
 LA1896_MARK LOGO: CGS
 LA1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1896+STABILITY: SURFACE MOTION
 LA1896
 LA1896  HISTORY     - Date     Condition        Report By
 LA1896  HISTORY     - 1946     MONUMENTED       CGS
 LA1896
 LA1896                          STATION DESCRIPTION
 LA1896
 LA1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1896'0.8 MI SW FROM HANFIELD.
 LA1896'ABOUT 0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HANFIELD
 LA1896'M.P. CHURCH AT HANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG A
 LA1896'GRAVEL ROAD, AT THE ENTRANCE TO THE J.W. WESTFALL STOCK FARM,
 LA1896'28 FEET WEST OF THE ENTRANCE DRIVE, 18 FEET SOUTH OF THE ROAD,
 LA1896'8 FEET WEST OF A STONE GATE POST, 4 FEET SOUTHEAST OF POWER
 LA1896'POLE NO. GR 3021, 1 FOOT NORTH OF THE FENCE LINE, ABOUT 0.5
 LA1896'FOOT BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LA1896'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1478 ***********************************************************************
 LA1478  DESIGNATION -  V 193
 LA1478  PID         -  LA1478
 LA1478  STATE/COUNTY-  IN/MADISON
 LA1478  COUNTRY     -  US
 LA1478  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1478
 LA1478                         *CURRENT SURVEY CONTROL
 LA1478  ______________________________________________________________________
 LA1478* NAD 83(1986) POSITION- 40 11 36.     (N) 085 42 34.     (W)   SCALED
 LA1478* NAVD 88 ORTHO HEIGHT -   268.716 (meters)      881.61  (feet) ADJUSTED
 LA1478  ______________________________________________________________________
 LA1478  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 LA1478  DYNAMIC HEIGHT  -        268.572 (meters)      881.14  (feet) COMP
 LA1478  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 LA1478
 LA1478  VERT ORDER      -  SECOND    CLASS 0
 LA1478
 LA1478.The horizontal coordinates were scaled from a map and have
 LA1478.an estimated accuracy of +/- 6 seconds.
 LA1478
 LA1478.The orthometric height was determined by differential leveling and
 LA1478.adjusted by the NATIONAL GEODETIC SURVEY
 LA1478.in June 1991.
 LA1478
 LA1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1478.GEOID18 height accuracy estimate available here.
 LA1478
 LA1478.Click photographs - Photos may exist for this station.
 LA1478
 LA1478.The dynamic height is computed by dividing the NAVD 88
 LA1478.geopotential number by the normal gravity value computed on the
 LA1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1478.degrees latitude (g = 980.6199 gals.).
 LA1478
 LA1478.The modeled gravity was interpolated from observed gravity values.
 LA1478
 LA1478;                    North         East    Units  Estimated Accuracy
 LA1478;SPC IN E     -   548,990.       96,360.      MT  (+/- 180 meters Scaled)
 LA1478
 LA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK098500(NAD 83)
 LA1478
 LA1478                          SUPERSEDED SURVEY CONTROL
 LA1478
 LA1478  NGVD 29 (??/??/92)  268.856  (m)          882.07   (f) ADJ UNCH    2 0
 LA1478
 LA1478.Superseded values are not recommended for survey control.
 LA1478
 LA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1478.See file dsdata.pdf to determine how the superseded data were derived.
 LA1478
 LA1478_MARKER: DB = BENCH MARK DISK
 LA1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1478_STAMPING: V 193 1946
 LA1478_MARK LOGO: CGS
 LA1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1478+STABILITY: SURFACE MOTION
 LA1478
 LA1478  HISTORY     - Date     Condition        Report By
 LA1478  HISTORY     - 1946     MONUMENTED       CGS
 LA1478  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1478
 LA1478                          STATION DESCRIPTION
 LA1478
 LA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1478'1.4 MI W FROM LINWOOD.
 LA1478'ABOUT 1.35 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1478'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, AT A NORTH-SOUTH GRAVEL
 LA1478'CROSS ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LA1478'ROAD, 15 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LA1478'9 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 LA1478'3 FEET SOUTH OF POWER POLE NO. MA 53 52 WITH A TRANSFORMER,
 LA1478'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 LA1478'POST PROJECTING 6 INCHES.
 LA1478
 LA1478                          STATION RECOVERY (2023)
 LA1478
 LA1478'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1345 ***********************************************************************
 LA1345  DESIGNATION -  V 194
 LA1345  PID         -  LA1345
 LA1345  STATE/COUNTY-  IN/MADISON
 LA1345  COUNTRY     -  US
 LA1345  USGS QUAD   -  FRANKTON (2019)
 LA1345
 LA1345                         *CURRENT SURVEY CONTROL
 LA1345  ______________________________________________________________________
 LA1345* NAD 83(1986) POSITION- 40 14 00.84   (N) 085 50 32.61   (W)   HD_HELD1
 LA1345* NAVD 88 ORTHO HEIGHT -   259.832 (meters)      852.47  (feet) ADJUSTED
 LA1345  ______________________________________________________________________
 LA1345  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 LA1345  DYNAMIC HEIGHT  -        259.693 (meters)      852.01  (feet) COMP
 LA1345  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 LA1345
 LA1345  VERT ORDER      -  SECOND    CLASS 0
 LA1345
 LA1345.The horizontal coordinates were determined by differentially corrected
 LA1345.hand held GPS observations or other comparable positioning techniques
 LA1345.and have an estimated accuracy of +/- 3 meters.
 LA1345
 LA1345.The orthometric height was determined by differential leveling and
 LA1345.adjusted by the NATIONAL GEODETIC SURVEY
 LA1345.in June 1991.
 LA1345
 LA1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1345.GEOID18 height accuracy estimate available here.
 LA1345
 LA1345.Click photographs - Photos may exist for this station.
 LA1345
 LA1345.The dynamic height is computed by dividing the NAVD 88
 LA1345.geopotential number by the normal gravity value computed on the
 LA1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1345.degrees latitude (g = 980.6199 gals.).
 LA1345
 LA1345.The modeled gravity was interpolated from observed gravity values.
 LA1345
 LA1345;                    North         East    Units  Estimated Accuracy
 LA1345;SPC IN E     -   553,466.1      85,045.9     MT  (+/- 3 meters HH1 GPS) 
 LA1345
 LA1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9847654323(NAD 83)
 LA1345
 LA1345                          SUPERSEDED SURVEY CONTROL
 LA1345
 LA1345  NGVD 29 (??/??/92)  259.965  (m)          852.90   (f) ADJ UNCH    2 0
 LA1345
 LA1345.Superseded values are not recommended for survey control.
 LA1345
 LA1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1345.See file dsdata.pdf to determine how the superseded data were derived.
 LA1345
 LA1345_MARKER: DB = BENCH MARK DISK
 LA1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1345_STAMPING: V 194 1946
 LA1345_MARK LOGO: CGS
 LA1345_PROJECTION: FLUSH
 LA1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1345+STABILITY: SURFACE MOTION
 LA1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1345+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2023
 LA1345
 LA1345  HISTORY     - Date     Condition        Report By
 LA1345  HISTORY     - 1946     MONUMENTED       CGS
 LA1345  HISTORY     - 20060522 GOOD             BFSINC
 LA1345  HISTORY     - 20170205 GOOD             INDOT
 LA1345  HISTORY     - 20230112 GOOD             INDIV
 LA1345
 LA1345                          STATION DESCRIPTION
 LA1345
 LA1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1345'6.5 MI SE FROM ELWOOD.
 LA1345'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1345'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 4.1 MILES SOUTH
 LA1345'ALONG STATE HIGHWAY 37, THENCE ABOUT 0.8 MILE EAST ALONG A GRAVEL
 LA1345'COUNTY ROAD, AT THE INTERSECTION OF A NORTH-SOUTH BLACK TOP ROAD,
 LA1345'36 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 18 FEET
 LA1345'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 17 FEET WEST OF A
 LA1345'FENCE CORNER, 13 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF
 LA1345'A FENCE LINE, ABOUT 0.5 FOOT BELOW THE INTERSECTION, AND SET IN
 LA1345'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1345
 LA1345                          STATION RECOVERY (2006)
 LA1345
 LA1345'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 LA1345'RECOVERED IN GOOD CONDITION.
 LA1345
 LA1345                          STATION RECOVERY (2017)
 LA1345
 LA1345'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LA1345'RECOVERED AS DESCRIBED.
 LA1345
 LA1345                          STATION RECOVERY (2023)
 LA1345
 LA1345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (EA)
 LA1345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0539 ***********************************************************************
 LB0539  DESIGNATION -  V 195
 LB0539  PID         -  LB0539
 LB0539  STATE/COUNTY-  IN/CLINTON
 LB0539  COUNTRY     -  US
 LB0539  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0539
 LB0539                         *CURRENT SURVEY CONTROL
 LB0539  ______________________________________________________________________
 LB0539* NAD 83(1986) POSITION- 40 18 06.     (N) 086 23 34.     (W)   SCALED
 LB0539* NAVD 88 ORTHO HEIGHT -   269.389 (meters)      883.82  (feet) ADJUSTED
 LB0539  ______________________________________________________________________
 LB0539  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 LB0539  DYNAMIC HEIGHT  -        269.245 (meters)      883.35  (feet) COMP
 LB0539  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 LB0539
 LB0539  VERT ORDER      -  SECOND    CLASS 0
 LB0539
 LB0539.The horizontal coordinates were scaled from a map and have
 LB0539.an estimated accuracy of +/- 6 seconds.
 LB0539
 LB0539.The orthometric height was determined by differential leveling and
 LB0539.adjusted by the NATIONAL GEODETIC SURVEY
 LB0539.in June 1991.
 LB0539
 LB0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0539.GEOID18 height accuracy estimate available here.
 LB0539
 LB0539.Click photographs - Photos may exist for this station.
 LB0539
 LB0539.The dynamic height is computed by dividing the NAVD 88
 LB0539.geopotential number by the normal gravity value computed on the
 LB0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0539.degrees latitude (g = 980.6199 gals.).
 LB0539
 LB0539.The modeled gravity was interpolated from observed gravity values.
 LB0539
 LB0539;                    North         East    Units  Estimated Accuracy
 LB0539;SPC IN W     -   561,240.      958,710.      MT  (+/- 180 meters Scaled)
 LB0539
 LB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK516614(NAD 83)
 LB0539
 LB0539                          SUPERSEDED SURVEY CONTROL
 LB0539
 LB0539  NGVD 29 (??/??/92)  269.496  (m)          884.17   (f) ADJ UNCH    2 0
 LB0539
 LB0539.Superseded values are not recommended for survey control.
 LB0539
 LB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0539.See file dsdata.pdf to determine how the superseded data were derived.
 LB0539
 LB0539_MARKER: DB = BENCH MARK DISK
 LB0539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0539_SP_SET: CULVERT WINGWALL
 LB0539_STAMPING: V 195 1946
 LB0539_MARK LOGO: CGS
 LB0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0539+STABILITY: SURFACE MOTION
 LB0539
 LB0539  HISTORY     - Date     Condition        Report By
 LB0539  HISTORY     - 1946     MONUMENTED       CGS
 LB0539
 LB0539                          STATION DESCRIPTION
 LB0539
 LB0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0539'1.1 MI N FROM BOYLESTON.
 LB0539'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 29 FROM ITS CROSSING
 LB0539'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT BOYLESTON,
 LB0539'ABOUT 1.7 MILES SOUTH OF THE POST OFFICE AT MICHIGANTOWN, SET
 LB0539'IN THE TOP OF THE WEST END OF THE SOUTH EAST WING WALL OF A 20
 LB0539'FOOT CONCRETE CULVERT OVER A CREEK, 228 FEET NORTH OF THE CENTER
 LB0539'LINE OF A GRAVEL CROSS ROAD, 18.5 FEET EAST OF AND ABOUT 1 FOOT
 LB0539'BELOW THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0820 ***********************************************************************
 MD0820  DESIGNATION -  V 196
 MD0820  PID         -  MD0820
 MD0820  STATE/COUNTY-  IN/WHITLEY
 MD0820  COUNTRY     -  US
 MD0820  USGS QUAD   -  CHURUBUSCO (2019)
 MD0820
 MD0820                         *CURRENT SURVEY CONTROL
 MD0820  ______________________________________________________________________
 MD0820* NAD 83(1986) POSITION- 41 09 33.     (N) 085 20 34.     (W)   SCALED
 MD0820* NAVD 88 ORTHO HEIGHT -   257.864 (meters)      846.01  (feet) ADJUSTED
 MD0820  ______________________________________________________________________
 MD0820  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 MD0820  DYNAMIC HEIGHT  -        257.768 (meters)      845.69  (feet) COMP
 MD0820  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 MD0820
 MD0820  VERT ORDER      -  SECOND    CLASS 0
 MD0820
 MD0820.The horizontal coordinates were scaled from a map and have
 MD0820.an estimated accuracy of +/- 6 seconds.
 MD0820
 MD0820.The orthometric height was determined by differential leveling and
 MD0820.adjusted by the NATIONAL GEODETIC SURVEY
 MD0820.in June 1991.
 MD0820
 MD0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0820.GEOID18 height accuracy estimate available here.
 MD0820
 MD0820.Click photographs - Photos may exist for this station.
 MD0820
 MD0820.The dynamic height is computed by dividing the NAVD 88
 MD0820.geopotential number by the normal gravity value computed on the
 MD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0820.degrees latitude (g = 980.6199 gals.).
 MD0820
 MD0820.The modeled gravity was interpolated from observed gravity values.
 MD0820
 MD0820;                    North         East    Units  Estimated Accuracy
 MD0820;SPC IN E     -   656,290.      127,180.      MT  (+/- 180 meters Scaled)
 MD0820
 MD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL390577(NAD 83)
 MD0820
 MD0820                          SUPERSEDED SURVEY CONTROL
 MD0820
 MD0820  NGVD 29 (??/??/92)  258.020  (m)          846.52   (f) ADJ UNCH    2 0
 MD0820
 MD0820.Superseded values are not recommended for survey control.
 MD0820
 MD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0820.See file dsdata.pdf to determine how the superseded data were derived.
 MD0820
 MD0820_MARKER: DB = BENCH MARK DISK
 MD0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0820_STAMPING: V 196 1946
 MD0820_MARK LOGO: CGS
 MD0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0820+STABILITY: SURFACE MOTION
 MD0820
 MD0820  HISTORY     - Date     Condition        Report By
 MD0820  HISTORY     - 1946     MONUMENTED       CGS
 MD0820  HISTORY     - 1962     GOOD             CGS
 MD0820  HISTORY     - 1963     GOOD             CGS
 MD0820
 MD0820                          STATION DESCRIPTION
 MD0820
 MD0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0820'6.4 MI NW FROM ARCOLA.
 MD0820'ABOUT 2.2 MILES W ALONG ARCOLA ROAD FROM THE MAIN CORNER IN
 MD0820'ARCOLA, THENCE 3.0 MILES N, THENCE 0.3 MILE WNW ALONG THE OLD
 MD0820'TRAIL, THENCE 0.9 MILE N ALONG JOHNSON ROAD TO MARK ON RIGHT, 21
 MD0820'FEET E OF CENTER LINE OF JOHNSON ROAD, ABOUT A FOOT HIGHER THAN
 MD0820'SAME, 5 FEET S OF RAILROAD-RAIL POST AT FENCE T-INTERSECTION,
 MD0820'ONE FOOT W OF FENCE, 1.5 FEET N OF STEEL WITNESS POST, AND
 MD0820'PROJECTING 0.3 FOOT ABOVE GROUND.
 MD0820
 MD0820                          STATION RECOVERY (1963)
 MD0820
 MD0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0955 ***********************************************************************
 MD0955  DESIGNATION -  V 197
 MD0955  PID         -  MD0955
 MD0955  STATE/COUNTY-  IN/ALLEN
 MD0955  COUNTRY     -  US
 MD0955  USGS QUAD   -  HUNTERTOWN (2019)
 MD0955
 MD0955                         *CURRENT SURVEY CONTROL
 MD0955  ______________________________________________________________________
 MD0955* NAD 83(1986) POSITION- 41 13 28.     (N) 085 08 02.     (W)   SCALED
 MD0955* NAVD 88 ORTHO HEIGHT -   266.940 (meters)      875.79  (feet) ADJUSTED
 MD0955  ______________________________________________________________________
 MD0955  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 MD0955  DYNAMIC HEIGHT  -        266.835 (meters)      875.44  (feet) COMP
 MD0955  MODELED GRAVITY -    980,222.1   (mgal)                       NAVD 88
 MD0955
 MD0955  VERT ORDER      -  SECOND    CLASS 0
 MD0955
 MD0955.The horizontal coordinates were scaled from a map and have
 MD0955.an estimated accuracy of +/- 6 seconds.
 MD0955
 MD0955.The orthometric height was determined by differential leveling and
 MD0955.adjusted by the NATIONAL GEODETIC SURVEY
 MD0955.in June 1991.
 MD0955
 MD0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0955.GEOID18 height accuracy estimate available here.
 MD0955
 MD0955.Click photographs - Photos may exist for this station.
 MD0955
 MD0955.The dynamic height is computed by dividing the NAVD 88
 MD0955.geopotential number by the normal gravity value computed on the
 MD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0955.degrees latitude (g = 980.6199 gals.).
 MD0955
 MD0955.The modeled gravity was interpolated from observed gravity values.
 MD0955
 MD0955;                    North         East    Units  Estimated Accuracy
 MD0955;SPC IN E     -   663,620.      144,670.      MT  (+/- 180 meters Scaled)
 MD0955
 MD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL564653(NAD 83)
 MD0955
 MD0955                          SUPERSEDED SURVEY CONTROL
 MD0955
 MD0955  NGVD 29 (??/??/92)  267.089  (m)          876.27   (f) ADJ UNCH    2 0
 MD0955
 MD0955.Superseded values are not recommended for survey control.
 MD0955
 MD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0955.See file dsdata.pdf to determine how the superseded data were derived.
 MD0955
 MD0955_MARKER: DB = BENCH MARK DISK
 MD0955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0955_SP_SET: CULVERT HEADWALL
 MD0955_STAMPING: V 197 1946
 MD0955_MARK LOGO: CGS
 MD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0955+STABILITY: SURFACE MOTION
 MD0955
 MD0955  HISTORY     - Date     Condition        Report By
 MD0955  HISTORY     - 1946     MONUMENTED       CGS
 MD0955  HISTORY     - 1962     GOOD             CGS
 MD0955  HISTORY     - 20080122 MARK NOT FOUND   FOXCON
 MD0955  HISTORY     - 20180718 MARK NOT FOUND   INDOT
 MD0955
 MD0955                          STATION DESCRIPTION
 MD0955
 MD0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0955'1.5 MI SE FROM HUNTERTOWN.
 MD0955'ABOUT 0.25 MILE S ALONG THE OLD NO. 3 INDIANA HWY. FROM THE
 MD0955'POST OFFICE IN HUNTERTOWN, THENCE 1.25 MILES E ALONG GUMP ROAD TO
 MD0955'ITS INTERSECTION WITH NO. 27 U.S. HWY. AND THE MARK ON THE RIGHT,
 MD0955'OR IT IS 0.95 MILE E ALONG GUMP ROAD FROM THE NEW 4-LANE NO. 3
 MD0955'HWY., 195 FEET S OF CENTER LINE OF ASPHALT GUMP ROAD, 20.5 FEET
 MD0955'W OF CENTER LINE OF NO. 27 HWY., 1.5 FEET LOWER THAN SAME, AND
 MD0955'SET IN DRILL HOLE 1.3 FEET N OF S END OF 8-FOOT W HEADWALL OF
 MD0955'15-INCH CONCRETE PIPE CULVERT.
 MD0955
 MD0955                          STATION RECOVERY (2008)
 MD0955
 MD0955'RECOVERY NOTE BY FOX CONTRACTORS 2008
 MD0955'MARK NOT FOUND.
 MD0955
 MD0955                          STATION RECOVERY (2018)
 MD0955
 MD0955'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0955'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0373 ***********************************************************************
 MD0373  DESIGNATION -  V 198
 MD0373  PID         -  MD0373
 MD0373  STATE/COUNTY-  IN/DE KALB
 MD0373  COUNTRY     -  US
 MD0373  USGS QUAD   -  BUTLER EAST (2019)
 MD0373
 MD0373                         *CURRENT SURVEY CONTROL
 MD0373  ______________________________________________________________________
 MD0373* NAD 83(2011) POSITION- 41 25 23.88487(N) 084 52 15.74117(W)   NO CHECK
 MD0373* NAD 83(2011) ELLIP HT-   233.507 (meters)        (06/27/12)   NO CHECK
 MD0373* NAD 83(2011) EPOCH   -  2010.00
 MD0373* NAVD 88 ORTHO HEIGHT -   266.867 (meters)      875.55  (feet) ADJUSTED
 MD0373  ______________________________________________________________________
 MD0373  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 MD0373  NAD 83(2011) X  -    428,196.725 (meters)                     COMP
 MD0373  NAD 83(2011) Y  - -4,770,615.028 (meters)                     COMP
 MD0373  NAD 83(2011) Z  -  4,197,943.093 (meters)                     COMP
 MD0373  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 MD0373  DYNAMIC HEIGHT  -        266.763 (meters)      875.20  (feet) COMP
 MD0373  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 MD0373
 MD0373  VERT ORDER      -  SECOND    CLASS 0
 MD0373
 MD0373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0373  Standards:
 MD0373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0373  -------------------------------------------------------------------
 MD0373  NETWORK    1.18   3.43           0.56   0.36   1.75      0.03018170
 MD0373  -------------------------------------------------------------------
 MD0373  Click here for local accuracies and other accuracy information.
 MD0373
 MD0373.The horizontal coordinates were established by GPS observations
 MD0373.and adjusted by the National Geodetic Survey in June 2012.
 MD0373
 MD0373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0373.been affixed to the stable North American tectonic plate. See 
 MD0373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0373
 MD0373.The horizontal coordinates are valid at the epoch date displayed above
 MD0373.which is a decimal equivalence of Year/Month/Day.
 MD0373
 MD0373.No horizontal observational check was made to the station.
 MD0373
 MD0373.The orthometric height was determined by differential leveling and
 MD0373.adjusted by the NATIONAL GEODETIC SURVEY
 MD0373.in June 1991.
 MD0373
 MD0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0373.GEOID18 height accuracy estimate available here.
 MD0373
 MD0373.Click photographs - Photos may exist for this station.
 MD0373
 MD0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0373
 MD0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0373
 MD0373.The ellipsoidal height was determined by GPS observations
 MD0373.and is referenced to NAD 83.
 MD0373
 MD0373.The dynamic height is computed by dividing the NAVD 88
 MD0373.geopotential number by the normal gravity value computed on the
 MD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0373.degrees latitude (g = 980.6199 gals.).
 MD0373
 MD0373.The modeled gravity was interpolated from observed gravity values.
 MD0373
 MD0373. The following values were computed from the NAD 83(2011) position.
 MD0373
 MD0373;                    North         East     Units Scale Factor Converg.
 MD0373;SPC IN E     -   685,873.162   166,508.219   MT  1.00002108   +0 31 35.1
 MD0373;SPC IN E     - 2,250,235.53    546,285.72   sFT  1.00002108   +0 31 35.1
 MD0373;UTM  16      - 4,587,936.585   677,903.632   MT  0.99998951   +1 24 32.1
 MD0373
 MD0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0373!SPC IN E     -   0.99996338  x   1.00002108  =   0.99998445
 MD0373!UTM  16      -   0.99996338  x   0.99998951  =   0.99995289
 MD0373
 MD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7790387936(NAD 83)
 MD0373
 MD0373                          SUPERSEDED SURVEY CONTROL
 MD0373
 MD0373  NAD 83(2007)-  41 25 23.88504(N)    084 52 15.74185(W) AD(2002.00) 1
 MD0373  ELLIP H (10/27/10)  233.512  (m)                       GP(2002.00) 1 1
 MD0373  NAVD 88             266.87   (m)          875.6    (f) LEVELING    3  
 MD0373  NGVD 29 (??/??/92)  267.012  (m)          876.02   (f) ADJ UNCH    2 0
 MD0373
 MD0373.Superseded values are not recommended for survey control.
 MD0373
 MD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0373.See file dsdata.pdf to determine how the superseded data were derived.
 MD0373
 MD0373_MARKER: DB = BENCH MARK DISK
 MD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0373_STAMPING: V 198 1946
 MD0373_MARK LOGO: CGS
 MD0373_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0373+STABILITY: SURFACE MOTION
 MD0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0373+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2022
 MD0373
 MD0373  HISTORY     - Date     Condition        Report By
 MD0373  HISTORY     - 1946     MONUMENTED       CGS
 MD0373  HISTORY     - 1968     GOOD             INHD
 MD0373  HISTORY     - 20061116 GOOD             INDIV
 MD0373  HISTORY     - 20090521 GOOD             WOOLPT
 MD0373  HISTORY     - 20100907 GOOD             DLZCOR
 MD0373  HISTORY     - 20141106 GOOD             USI
 MD0373  HISTORY     - 20220214 GOOD             INDOT
 MD0373
 MD0373                          STATION DESCRIPTION
 MD0373
 MD0373'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0373'0.4 MI S FROM BUTLER.
 MD0373'ABOUT 0.4 MILE SOUTH ALONG S.R. 1 FROM ITS INTERSECTION OF U.S.
 MD0373'6 IN BUTLER, ABOUT 38 YDS. NORTH OF THE CITY LIMITS OF BUTLER,
 MD0373'98.5 FT. SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK
 MD0373'WABASH RAILROAD, 31 FT. EAST OF S.R. 1 CENTERLINE 2.1 FT HIGHER
 MD0373'THAN SAME, 1.7 FT. NORTH OF A STEEL WITNESS POST AND PROJECTING 0.2
 MD0373'FT. ABOVE THE GROUND.
 MD0373
 MD0373                          STATION RECOVERY (2006)
 MD0373
 MD0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0373'RECOVERED IN GOOD CONDITION.
 MD0373
 MD0373                          STATION RECOVERY (2009)
 MD0373
 MD0373'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 MD0373'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MD0373'
 MD0373'NOTE-UPDATES TO THE DESCRIPTION ARE AS FOLLOWS, THE STATION IS 123.7
 MD0373'FT (37.7 M) SOUTH OF THE SOUTH RAIL, 65.5 FT (20.0 M) SOUTH-SOUTHWEST
 MD0373'OF A UTILITY POLE AND 1.6 FT (0.5 M) NORTH OF A METAL WITNESS POST.
 MD0373
 MD0373                          STATION RECOVERY (2010)
 MD0373
 MD0373'RECOVERY NOTE BY DLZ CORPORATION 2010 (JSJ)
 MD0373'STATION FOUND APPROX .40 TENTHS OF A MILE SOUTH OF SR-1 AND SR-6 IN
 MD0373'BUTLER INDIANA. THE STATION IS LOCATED APPROX 38 YARDS SOUTH OF THE
 MD0373'SECOND RR CROSSING ON SR-1, AND APPROX 11 PACES EAST OF THE CL OF
 MD0373'SR-1, APPROX 1' SOUTH OF WITNESS POST AND IS SET IN 1'X1' CONCRETE
 MD0373'PROTRUDING .300' ABOVE GRADE.
 MD0373
 MD0373                          STATION RECOVERY (2014)
 MD0373
 MD0373'RECOVERY NOTE BY USI CONSULTANTS INC 2014 (CHS)
 MD0373'RECOVERED IN GOOD CONDITION.
 MD0373
 MD0373                          STATION RECOVERY (2022)
 MD0373
 MD0373'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (SR)
 MD0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0509 ***********************************************************************
 MD0509  DESIGNATION -  V 199
 MD0509  PID         -  MD0509
 MD0509  STATE/COUNTY-  IN/ALLEN
 MD0509  COUNTRY     -  US
 MD0509  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0509
 MD0509                         *CURRENT SURVEY CONTROL
 MD0509  ______________________________________________________________________
 MD0509* NAD 83(1986) POSITION- 41 12 15.1    (N) 084 52 17.8    (W)   HD_HELD2
 MD0509* NAVD 88 ORTHO HEIGHT -   230.481 (meters)      756.17  (feet) ADJUSTED
 MD0509  ______________________________________________________________________
 MD0509  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 MD0509  DYNAMIC HEIGHT  -        230.390 (meters)      755.87  (feet) COMP
 MD0509  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 MD0509
 MD0509  VERT ORDER      -  SECOND    CLASS 0
 MD0509
 MD0509.The horizontal coordinates were established by autonomous hand held GPS
 MD0509.observations and have an estimated accuracy of +/- 10 meters.
 MD0509
 MD0509.The orthometric height was determined by differential leveling and
 MD0509.adjusted by the NATIONAL GEODETIC SURVEY
 MD0509.in June 1991.
 MD0509
 MD0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0509.GEOID18 height accuracy estimate available here.
 MD0509
 MD0509.Click photographs - Photos may exist for this station.
 MD0509
 MD0509.The dynamic height is computed by dividing the NAVD 88
 MD0509.geopotential number by the normal gravity value computed on the
 MD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0509.degrees latitude (g = 980.6199 gals.).
 MD0509
 MD0509.The modeled gravity was interpolated from observed gravity values.
 MD0509
 MD0509;                    North         East    Units  Estimated Accuracy
 MD0509;SPC IN E     -   661,539.      166,683.      MT  (+/- 10 meters HH2 GPS)
 MD0509
 MD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7845263608(NAD 83)
 MD0509
 MD0509                          SUPERSEDED SURVEY CONTROL
 MD0509
 MD0509  NGVD 29 (??/??/92)  230.634  (m)          756.67   (f) ADJ UNCH    2 0
 MD0509
 MD0509.Superseded values are not recommended for survey control.
 MD0509
 MD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0509.See file dsdata.pdf to determine how the superseded data were derived.
 MD0509
 MD0509_MARKER: DB = BENCH MARK DISK
 MD0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0509_SP_SET: BRIDGE ABUTMENT
 MD0509_STAMPING: V 199 1946
 MD0509_MARK LOGO: CGS
 MD0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0509
 MD0509  HISTORY     - Date     Condition        Report By
 MD0509  HISTORY     - 1946     MONUMENTED       CGS
 MD0509  HISTORY     - 1962     GOOD             CGS
 MD0509
 MD0509                          STATION DESCRIPTION
 MD0509
 MD0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0509'3.1 MI E FROM HARLAN.
 MD0509'ABOUT 1.9 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0509'WITH NO. 37 INDIANA HWY. IN THE HEART OF HARLAN, THENCE 0.5 MILE
 MD0509'N ON GRAVELED RUPERT ROAD, THENCE 0.7 MILE E ON DEAN ROAD TO THE
 MD0509'MARK ON THE LEFT, 0.3 MILE W OF NO. 101 INDIANA HWY., 11.5 FEET
 MD0509'N OF CENTER LINE OF ROAD, IN THE TOP OF N END OF E ABUTMENT
 MD0509'OF A 14-FOOT CONCRETE BRIDGE, 3.7 FEET SSW OF NNE END OF THE
 MD0509'WINGWALL, AND 1.0 FEET N OF THE CONCRETE BANISTER OR PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1375 ***********************************************************************
 MD1375  DESIGNATION -  V 20
 MD1375  PID         -  MD1375
 MD1375  STATE/COUNTY-  IN/ELKHART
 MD1375  COUNTRY     -  US
 MD1375  USGS QUAD   -  MILLERSBURG (2019)
 MD1375
 MD1375                         *CURRENT SURVEY CONTROL
 MD1375  ______________________________________________________________________
 MD1375* NAD 83(1986) POSITION- 41 31 28.     (N) 085 42 08.     (W)   SCALED
 MD1375* NAVD 88 ORTHO HEIGHT -   268.199 (meters)      879.92  (feet) ADJUSTED
 MD1375  ______________________________________________________________________
 MD1375  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 MD1375  DYNAMIC HEIGHT  -        268.091 (meters)      879.56  (feet) COMP
 MD1375  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 MD1375
 MD1375  VERT ORDER      -  SECOND    CLASS 0
 MD1375
 MD1375.The horizontal coordinates were scaled from a map and have
 MD1375.an estimated accuracy of +/- 6 seconds.
 MD1375
 MD1375.The orthometric height was determined by differential leveling and
 MD1375.adjusted by the NATIONAL GEODETIC SURVEY
 MD1375.in June 1991.
 MD1375
 MD1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1375.GEOID18 height accuracy estimate available here.
 MD1375
 MD1375.Click photographs - Photos may exist for this station.
 MD1375
 MD1375.The dynamic height is computed by dividing the NAVD 88
 MD1375.geopotential number by the normal gravity value computed on the
 MD1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1375.degrees latitude (g = 980.6199 gals.).
 MD1375
 MD1375.The modeled gravity was interpolated from observed gravity values.
 MD1375
 MD1375;                    North         East    Units  Estimated Accuracy
 MD1375;SPC IN E     -   696,800.       97,030.      MT  (+/- 180 meters Scaled)
 MD1375
 MD1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL082977(NAD 83)
 MD1375
 MD1375                          SUPERSEDED SURVEY CONTROL
 MD1375
 MD1375  NGVD 29 (??/??/92)  268.316  (m)          880.30   (f) ADJ UNCH    2 0
 MD1375
 MD1375.Superseded values are not recommended for survey control.
 MD1375
 MD1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1375.See file dsdata.pdf to determine how the superseded data were derived.
 MD1375
 MD1375_MARKER: DB = BENCH MARK DISK
 MD1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1375_STAMPING: V 20 1934
 MD1375_MARK LOGO: CGS
 MD1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1375+STABILITY: SURFACE MOTION
 MD1375
 MD1375  HISTORY     - Date     Condition        Report By
 MD1375  HISTORY     - 1934     MONUMENTED       CGS
 MD1375  HISTORY     - 1955     MARK NOT FOUND   CGS
 MD1375  HISTORY     - 1959     MARK NOT FOUND   USGS
 MD1375
 MD1375                          STATION DESCRIPTION
 MD1375
 MD1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MD1375'AT MILLERSBURG.
 MD1375'AT MILLERSBURG, ELKHART COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD1375'190 YARDS WEST OF THE WEST END OF THE STATION, 96 YARDS WEST OF
 MD1375'SEMAPHORE A 116-2, 135 FEET EAST OF THE EAST SIDING SWITCH TRACK,
 MD1375'21 FEET NORTHWEST OF THE CROSSING OF THE CENTERLINE OF A CINDER
 MD1375'ROAD AND THE NORTH RAIL OF THE SIDING, AND 48 FEET NORTH OF THE
 MD1375'NORTH RAIL OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED
 MD1375'V 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD1375
 MD1375                          STATION RECOVERY (1959)
 MD1375
 MD1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MD1375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0536 ***********************************************************************
 MD0536  DESIGNATION -  V 200
 MD0536  PID         -  MD0536
 MD0536  STATE/COUNTY-  IN/ALLEN
 MD0536  COUNTRY     -  US
 MD0536  USGS QUAD   -  GRABILL (2019)
 MD0536
 MD0536                         *CURRENT SURVEY CONTROL
 MD0536  ______________________________________________________________________
 MD0536* NAD 83(1986) POSITION- 41 09 22.4    (N) 084 52 40.7    (W)   HD_HELD2
 MD0536* NAVD 88 ORTHO HEIGHT -   224.266 (meters)      735.78  (feet) ADJUSTED
 MD0536  ______________________________________________________________________
 MD0536  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 MD0536  DYNAMIC HEIGHT  -        224.176 (meters)      735.48  (feet) COMP
 MD0536  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 MD0536
 MD0536  VERT ORDER      -  SECOND    CLASS 0
 MD0536
 MD0536.The horizontal coordinates were established by autonomous hand held GPS
 MD0536.observations and have an estimated accuracy of +/- 10 meters.
 MD0536
 MD0536.The orthometric height was determined by differential leveling and
 MD0536.adjusted by the NATIONAL GEODETIC SURVEY
 MD0536.in June 1991.
 MD0536
 MD0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0536.GEOID18 height accuracy estimate available here.
 MD0536
 MD0536.Click photographs - Photos may exist for this station.
 MD0536
 MD0536.The dynamic height is computed by dividing the NAVD 88
 MD0536.geopotential number by the normal gravity value computed on the
 MD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0536.degrees latitude (g = 980.6199 gals.).
 MD0536
 MD0536.The modeled gravity was interpolated from observed gravity values.
 MD0536
 MD0536;                    North         East    Units  Estimated Accuracy
 MD0536;SPC IN E     -   656,207.      166,198.      MT  (+/- 10 meters HH2 GPS)
 MD0536
 MD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7804958269(NAD 83)
 MD0536
 MD0536                          SUPERSEDED SURVEY CONTROL
 MD0536
 MD0536  NGVD 29 (??/??/92)  224.404  (m)          736.23   (f) ADJ UNCH    2 0
 MD0536
 MD0536.Superseded values are not recommended for survey control.
 MD0536
 MD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0536.See file dsdata.pdf to determine how the superseded data were derived.
 MD0536
 MD0536_MARKER: DB = BENCH MARK DISK
 MD0536_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MD0536_SP_SET: STONE WALL
 MD0536_STAMPING: V 200 1946
 MD0536_MARK LOGO: CGS
 MD0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0536
 MD0536  HISTORY     - Date     Condition        Report By
 MD0536  HISTORY     - 1946     MONUMENTED       CGS
 MD0536  HISTORY     - 1968     GOOD             INHD
 MD0536  HISTORY     - 20180205 SEE DESCRIPTION  INDOT
 MD0536
 MD0536                          STATION DESCRIPTION
 MD0536
 MD0536'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0536'2.6 MI NNW FROM WOODBURN.
 MD0536'ABOUT 2.6 MILES NNW ALONG BULL RAPIDS ROAD FROM ITS INTERSECTION
 MD0536'WITH MAIN STREET AT THE MAIN CORNER IN WOODBURN, ABOUT 0.6
 MD0536'MILE NNW OF INTERSECTION OF BULL RAPIDS ROAD AND NO. 24 U.S.
 MD0536'HWY., 0.1 MILE E. OF ZION EV. LUTHERAN CHURCH, IN TOP OF THE S.
 MD0536'WINGWALL OF THE W. LARGE STONE ABUTMENT OF 2-SPAN LARGE STEEL
 MD0536'BRIDGE OVER MAUMEE RIVER, 20 FT. S. OF CENTERLINE OF PAVED ROAD,
 MD0536'2.6 FT. LOWER THAN SAME, 17.8 FT. NE OF SW END OF THE NEXT-TO-TOP
 MD0536'COURSE OF STONE, 1.1 FT. NE OF THE SW FACE OF THE WALL, A STANDARD
 MD0536'DISK CEMENTED IN A DRILL HOLE IN TOP OF THE STONE WALL.
 MD0536
 MD0536                          STATION RECOVERY (2018)
 MD0536
 MD0536'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0536'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 MD0536'CEDARVILLE, 6.0 MI (9.7 KM) SOUTHEAST OF GRABILL AND 2.5 MI (4.0 KM)
 MD0536'NORTH-NORTHWEST OF WOODBURN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MD0536'
 MD0536'TO REACH FROM THE INTERSECTION OF EAST US HIGHWAY 24 AND STATE ROAD
 MD0536'101, TRAVEL NORTH ON STATE ROAD 101 0.6 MI (1.0 KM) NORTH TO OLD US
 MD0536'24.  TURN LEFT (WEST) AND TRAVEL 0.7 MI (1.1 KM) TO BLUECAST ROAD.
 MD0536'CONTINUE (WEST) AND TRAVEL 0.7 MI (1.1 KM) TO BULL RAPIDS ROAD.  TURN
 MD0536'RIGHT (NORTH) AND TRAVEL 0.4 MI (0.6 KM) NORTH AND THEN WEST ALONG
 MD0536'BULL RAPIDS ROAD TO ZION EVANGELICAL LUTHERAN CHURCH.  TURN RIGHT
 MD0536'(EAST) INTO THE DRIVE THAT RUNS ALONG THE SOUTH SIDE OF SAID CHURCH
 MD0536'AND TRAVEL 0.1 MI (0.2 KM) TO THE END OF THE DRIVE.  THE MONUMENT IS
 MD0536'LOCATED APPROXIMATELY 65 FT (19.8 M) EAST OF THE END OF THE DRIVE.
 MD0536'
 MD0536'THE MARK IS LOCATED IN THE WEST SIDE OF AN ABANDONED BRIDGE ABUTMENT,
 MD0536'LOCATED ON THE SECOND STEP-DOWN OF THE REMAINING WALL.  THE DISK IS
 MD0536'STILL PRESENT BUT HAS A FAIR AMOUNT OF SURFACE DAMAGE AND APPEARS TO
 MD0536'HAVE BEEN PULLED UP FROM THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0781 ***********************************************************************
 MD0781  DESIGNATION -  V 201
 MD0781  PID         -  MD0781
 MD0781  STATE/COUNTY-  IN/ALLEN
 MD0781  COUNTRY     -  US
 MD0781  USGS QUAD   -  CEDARVILLE (2019)
 MD0781
 MD0781                         *CURRENT SURVEY CONTROL
 MD0781  ______________________________________________________________________
 MD0781* NAD 83(1986) POSITION- 41 11 53.     (N) 085 01 30.     (W)   SCALED
 MD0781* NAVD 88 ORTHO HEIGHT -   237.771 (meters)      780.09  (feet) ADJUSTED
 MD0781  ______________________________________________________________________
 MD0781  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 MD0781  DYNAMIC HEIGHT  -        237.675 (meters)      779.77  (feet) COMP
 MD0781  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 MD0781
 MD0781  VERT ORDER      -  SECOND    CLASS 0
 MD0781
 MD0781.The horizontal coordinates were scaled from a map and have
 MD0781.an estimated accuracy of +/- 6 seconds.
 MD0781
 MD0781.The orthometric height was determined by differential leveling and
 MD0781.adjusted by the NATIONAL GEODETIC SURVEY
 MD0781.in June 1991.
 MD0781
 MD0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0781.GEOID18 height accuracy estimate available here.
 MD0781
 MD0781.Click photographs - Photos may exist for this station.
 MD0781
 MD0781.The dynamic height is computed by dividing the NAVD 88
 MD0781.geopotential number by the normal gravity value computed on the
 MD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0781.degrees latitude (g = 980.6199 gals.).
 MD0781
 MD0781.The modeled gravity was interpolated from observed gravity values.
 MD0781
 MD0781;                    North         East    Units  Estimated Accuracy
 MD0781;SPC IN E     -   660,750.      153,820.      MT  (+/- 180 meters Scaled)
 MD0781
 MD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL656626(NAD 83)
 MD0781
 MD0781                          SUPERSEDED SURVEY CONTROL
 MD0781
 MD0781  NGVD 29 (??/??/92)  237.923  (m)          780.59   (f) ADJ UNCH    2 0
 MD0781
 MD0781.Superseded values are not recommended for survey control.
 MD0781
 MD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0781.See file dsdata.pdf to determine how the superseded data were derived.
 MD0781
 MD0781_MARKER: DB = BENCH MARK DISK
 MD0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0781_SP_SET: BRIDGE
 MD0781_STAMPING: V 201 1946
 MD0781_MARK LOGO: CGS
 MD0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0781
 MD0781  HISTORY     - Date     Condition        Report By
 MD0781  HISTORY     - 1946     MONUMENTED       CGS
 MD0781  HISTORY     - 1961     GOOD             CGS
 MD0781  HISTORY     - 20100303 MARK NOT FOUND   FOXCON
 MD0781
 MD0781                          STATION DESCRIPTION
 MD0781
 MD0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0781'0.5 MI S FROM CEDARVILLE.
 MD0781'FROM THE STEEL BRIDGE OVER CEDAR CREEK AT CEDARVILLE, GO 0.1 MILE
 MD0781'E ON NO. 1 INDIANA HIGHWAY, THENCE 0.4 MILE S ON HALTER ROAD OR
 MD0781'CLAY STREET TO THE 176-FOOT STEEL BRIDGE OVER ST. JOE RIVER AND
 MD0781'THE MARK ON THE LEFT, 22 FEET E OF CENTER LINE OF THE ROAD,
 MD0781'2-1/2 FEET LOWER THAN SAME, 14 FEET NE OF N END OF THE E TRUSS
 MD0781'OF THE BRIDGE, 0.6 FOOT SW OF NE END OF THE THIRD TIER DOWN IN
 MD0781'THE HEAVY STONE MASONRY WINGWALL OF THE BRIDGE, AND ONE FOOT
 MD0781'NW OF THE SE FACE OF SAME.
 MD0781
 MD0781                          STATION RECOVERY (2010)
 MD0781
 MD0781'RECOVERY NOTE BY FOX CONTRACTORS 2010 (DB)
 MD0781'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1766 ***********************************************************************
 LA1766  DESIGNATION -  V 202
 LA1766  PID         -  LA1766
 LA1766  STATE/COUNTY-  IN/GRANT
 LA1766  COUNTRY     -  US
 LA1766  USGS QUAD   -  MOUNT ETNA (2019)
 LA1766
 LA1766                         *CURRENT SURVEY CONTROL
 LA1766  ______________________________________________________________________
 LA1766* NAD 83(1986) POSITION- 40 38 21.     (N) 085 30 18.     (W)   SCALED
 LA1766* NAVD 88 ORTHO HEIGHT -   259.004 (meters)      849.75  (feet) ADJUSTED
 LA1766  ______________________________________________________________________
 LA1766  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 LA1766  DYNAMIC HEIGHT  -        258.874 (meters)      849.32  (feet) COMP
 LA1766  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 LA1766
 LA1766  VERT ORDER      -  SECOND    CLASS 0
 LA1766
 LA1766.The horizontal coordinates were scaled from a map and have
 LA1766.an estimated accuracy of +/- 6 seconds.
 LA1766
 LA1766.The orthometric height was determined by differential leveling and
 LA1766.adjusted by the NATIONAL GEODETIC SURVEY
 LA1766.in June 1991.
 LA1766
 LA1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1766.GEOID18 height accuracy estimate available here.
 LA1766
 LA1766.Click photographs - Photos may exist for this station.
 LA1766
 LA1766.The dynamic height is computed by dividing the NAVD 88
 LA1766.geopotential number by the normal gravity value computed on the
 LA1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1766.degrees latitude (g = 980.6199 gals.).
 LA1766
 LA1766.The modeled gravity was interpolated from observed gravity values.
 LA1766
 LA1766;                    North         East    Units  Estimated Accuracy
 LA1766;SPC IN E     -   598,500.      113,680.      MT  (+/- 180 meters Scaled)
 LA1766
 LA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264997(NAD 83)
 LA1766
 LA1766                          SUPERSEDED SURVEY CONTROL
 LA1766
 LA1766  NGVD 29 (??/??/92)  259.134  (m)          850.18   (f) ADJ UNCH    2 0
 LA1766
 LA1766.Superseded values are not recommended for survey control.
 LA1766
 LA1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1766.See file dsdata.pdf to determine how the superseded data were derived.
 LA1766
 LA1766_MARKER: DB = BENCH MARK DISK
 LA1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1766_STAMPING: V 202 1946
 LA1766_MARK LOGO: CGS
 LA1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1766+STABILITY: SURFACE MOTION
 LA1766
 LA1766  HISTORY     - Date     Condition        Report By
 LA1766  HISTORY     - 1946     MONUMENTED       CGS
 LA1766  HISTORY     - 1965     GOOD             CGS
 LA1766
 LA1766                          STATION DESCRIPTION
 LA1766
 LA1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1766'1.6 MI N FROM VAN BUREN.
 LA1766'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE VAN
 LA1766'BUREN TOWNSHIP SCHOOL AT VAN BUREN, 1.0 MILE SOUTH OF THE
 LA1766'HUNTINGTON-GRANT COUNTY LINE, AT AN EAST-WEST CROSS ROAD, 80
 LA1766'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 LA1766'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF A FENCE LINE,
 LA1766'ABOUT LEVEL WITH THE ROAD EAST AND SET IN THE TOP OF A CONCRETE
 LA1766'POST PROJECTING 3 INCHES.
 LA1766
 LA1766                          STATION RECOVERY (1965)
 LA1766
 LA1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1736 ***********************************************************************
 LA1736  DESIGNATION -  V 203
 LA1736  PID         -  LA1736
 LA1736  STATE/COUNTY-  IN/HUNTINGTON
 LA1736  COUNTRY     -  US
 LA1736  USGS QUAD   -  MOUNT ETNA (2019)
 LA1736
 LA1736                         *CURRENT SURVEY CONTROL
 LA1736  ______________________________________________________________________
 LA1736* NAD 83(1986) POSITION- 40 43 32.     (N) 085 37 15.     (W)   SCALED
 LA1736* NAVD 88 ORTHO HEIGHT -   252.036 (meters)      826.89  (feet) ADJUSTED
 LA1736  ______________________________________________________________________
 LA1736  GEOID HEIGHT    -        -34.241 (meters)                     GEOID18
 LA1736  DYNAMIC HEIGHT  -        251.912 (meters)      826.48  (feet) COMP
 LA1736  MODELED GRAVITY -    980,130.4   (mgal)                       NAVD 88
 LA1736
 LA1736  VERT ORDER      -  SECOND    CLASS 0
 LA1736
 LA1736.The horizontal coordinates were scaled from a map and have
 LA1736.an estimated accuracy of +/- 6 seconds.
 LA1736
 LA1736.The orthometric height was determined by differential leveling and
 LA1736.adjusted by the NATIONAL GEODETIC SURVEY
 LA1736.in June 1991.
 LA1736
 LA1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1736.GEOID18 height accuracy estimate available here.
 LA1736
 LA1736.Click photographs - Photos may exist for this station.
 LA1736
 LA1736.The dynamic height is computed by dividing the NAVD 88
 LA1736.geopotential number by the normal gravity value computed on the
 LA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1736.degrees latitude (g = 980.6199 gals.).
 LA1736
 LA1736.The modeled gravity was interpolated from observed gravity values.
 LA1736
 LA1736;                    North         East    Units  Estimated Accuracy
 LA1736;SPC IN E     -   608,080.      103,870.      MT  (+/- 180 meters Scaled)
 LA1736
 LA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL164092(NAD 83)
 LA1736
 LA1736                          SUPERSEDED SURVEY CONTROL
 LA1736
 LA1736  NGVD 29 (??/??/92)  252.163  (m)          827.30   (f) ADJ UNCH    2 0
 LA1736
 LA1736.Superseded values are not recommended for survey control.
 LA1736
 LA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1736.See file dsdata.pdf to determine how the superseded data were derived.
 LA1736
 LA1736_MARKER: DB = BENCH MARK DISK
 LA1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1736_STAMPING: V 203 1946
 LA1736_MARK LOGO: CGS
 LA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1736+STABILITY: SURFACE MOTION
 LA1736
 LA1736  HISTORY     - Date     Condition        Report By
 LA1736  HISTORY     - 1946     MONUMENTED       CGS
 LA1736
 LA1736                          STATION DESCRIPTION
 LA1736
 LA1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1736'2 MI N FROM BANQUO.
 LA1736'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1736'BANQUO, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 LA1736'124, AT A CROSSROAD, 58 FEET WEST OF THE CENTER LINE OF THE
 LA1736'HIGHWAY, 39 FEET WEST OF A FENCE CORNER, 13 FEET NORTH OF THE
 LA1736'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE,
 LA1736'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1736'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1384 ***********************************************************************
 LA1384  DESIGNATION -  V 204
 LA1384  PID         -  LA1384
 LA1384  STATE/COUNTY-  IN/HOWARD
 LA1384  COUNTRY     -  US
 LA1384  USGS QUAD   -  GREENTOWN (2019)
 LA1384
 LA1384                         *CURRENT SURVEY CONTROL
 LA1384  ______________________________________________________________________
 LA1384* NAD 83(1986) POSITION- 40 26 59.     (N) 085 57 23.     (W)   SCALED
 LA1384* NAVD 88 ORTHO HEIGHT -   256.958 (meters)      843.04  (feet) ADJUSTED
 LA1384  ______________________________________________________________________
 LA1384  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 LA1384  DYNAMIC HEIGHT  -        256.824 (meters)      842.60  (feet) COMP
 LA1384  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 LA1384
 LA1384  VERT ORDER      -  SECOND    CLASS 0
 LA1384
 LA1384.The horizontal coordinates were scaled from a map and have
 LA1384.an estimated accuracy of +/- 6 seconds.
 LA1384
 LA1384.The orthometric height was determined by differential leveling and
 LA1384.adjusted by the NATIONAL GEODETIC SURVEY
 LA1384.in June 1991.
 LA1384
 LA1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1384.GEOID18 height accuracy estimate available here.
 LA1384
 LA1384.Click photographs - Photos may exist for this station.
 LA1384
 LA1384.The dynamic height is computed by dividing the NAVD 88
 LA1384.geopotential number by the normal gravity value computed on the
 LA1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1384.degrees latitude (g = 980.6199 gals.).
 LA1384
 LA1384.The modeled gravity was interpolated from observed gravity values.
 LA1384
 LA1384;                    North         East    Units  Estimated Accuracy
 LA1384;SPC IN E     -   577,490.       75,420.      MT  (+/- 180 meters Scaled)
 LA1384
 LA1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK884781(NAD 83)
 LA1384
 LA1384                          SUPERSEDED SURVEY CONTROL
 LA1384
 LA1384  NGVD 29 (??/??/92)  257.082  (m)          843.44   (f) ADJ UNCH    2 0
 LA1384
 LA1384.Superseded values are not recommended for survey control.
 LA1384
 LA1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1384.See file dsdata.pdf to determine how the superseded data were derived.
 LA1384
 LA1384_MARKER: DB = BENCH MARK DISK
 LA1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1384_STAMPING: V 204 1946
 LA1384_MARK LOGO: CGS
 LA1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1384+STABILITY: SURFACE MOTION
 LA1384
 LA1384  HISTORY     - Date     Condition        Report By
 LA1384  HISTORY     - 1946     MONUMENTED       CGS
 LA1384
 LA1384                          STATION DESCRIPTION
 LA1384
 LA1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1384'2 MI S FROM GREENTOWN.
 LA1384'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 213 FROM THE INTERSECTION
 LA1384'OF U.S. HIGHWAY 35 AT GREENTOWN, ABOUT 2.0 MILES NORTH OF THE
 LA1384'INTERSECTION OF STATE HIGHWAY 26, AT AN EAST-WEST GRAVEL CROSS
 LA1384'ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 38
 LA1384'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF
 LA1384'POWER POLE NO. 25-043, 2.3 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 LA1384'MARKER, 1 FOOT EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE
 LA1384'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0343 ***********************************************************************
 LB0343  DESIGNATION -  V 205
 LB0343  PID         -  LB0343
 LB0343  STATE/COUNTY-  IN/HOWARD
 LB0343  COUNTRY     -  US
 LB0343  USGS QUAD   -  KOKOMO WEST (2019)
 LB0343
 LB0343                         *CURRENT SURVEY CONTROL
 LB0343  ______________________________________________________________________
 LB0343* NAD 83(1986) POSITION- 40 26 34.     (N) 086 07 38.     (W)   SCALED
 LB0343* NAVD 88 ORTHO HEIGHT -   255.633 (meters)      838.69  (feet) ADJUSTED
 LB0343  ______________________________________________________________________
 LB0343  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 LB0343  DYNAMIC HEIGHT  -        255.499 (meters)      838.25  (feet) COMP
 LB0343  MODELED GRAVITY -    980,095.3   (mgal)                       NAVD 88
 LB0343
 LB0343  VERT ORDER      -  SECOND    CLASS 0
 LB0343
 LB0343.The horizontal coordinates were scaled from a map and have
 LB0343.an estimated accuracy of +/- 6 seconds.
 LB0343
 LB0343.The orthometric height was determined by differential leveling and
 LB0343.adjusted by the NATIONAL GEODETIC SURVEY
 LB0343.in June 1991.
 LB0343
 LB0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0343.GEOID18 height accuracy estimate available here.
 LB0343
 LB0343.Click photographs - Photos may exist for this station.
 LB0343
 LB0343.The dynamic height is computed by dividing the NAVD 88
 LB0343.geopotential number by the normal gravity value computed on the
 LB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0343.degrees latitude (g = 980.6199 gals.).
 LB0343
 LB0343.The modeled gravity was interpolated from observed gravity values.
 LB0343
 LB0343;                    North         East    Units  Estimated Accuracy
 LB0343;SPC IN E     -   576,780.       60,930.      MT  (+/- 180 meters Scaled)
 LB0343
 LB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740772(NAD 83)
 LB0343
 LB0343                          SUPERSEDED SURVEY CONTROL
 LB0343
 LB0343  NGVD 29 (??/??/92)  255.752  (m)          839.08   (f) ADJ UNCH    2 0
 LB0343
 LB0343.Superseded values are not recommended for survey control.
 LB0343
 LB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0343.See file dsdata.pdf to determine how the superseded data were derived.
 LB0343
 LB0343_MARKER: DB = BENCH MARK DISK
 LB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0343_STAMPING: V 205 1946
 LB0343_MARK LOGO: CGS
 LB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0343+STABILITY: SURFACE MOTION
 LB0343
 LB0343  HISTORY     - Date     Condition        Report By
 LB0343  HISTORY     - 1946     MONUMENTED       CGS
 LB0343  HISTORY     - 1963     GOOD             CGS
 LB0343
 LB0343                          STATION DESCRIPTION
 LB0343
 LB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0343'3.2 MI S FROM KOKOMO.
 LB0343'ABOUT 3.15 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY
 LB0343'BUILDING AT KOKOMO, AT THE SOUTHEAST CORNER OF THE RUZICKA AIRPORT,
 LB0343'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36.5 FEET SOUTH
 LB0343'OF A TELEPHONE POLE, 13 FEET NORTH OF THE SOUTH END OF THE AIRPORT
 LB0343'FENCE, 1 FOOT EAST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE
 LB0343'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0343
 LB0343                          STATION RECOVERY (1963)
 LB0343
 LB0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LB0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0541 ***********************************************************************
 LB0541  DESIGNATION -  V 207
 LB0541  PID         -  LB0541
 LB0541  STATE/COUNTY-  IN/CLINTON
 LB0541  COUNTRY     -  US
 LB0541  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0541
 LB0541                         *CURRENT SURVEY CONTROL
 LB0541  ______________________________________________________________________
 LB0541* NAD 83(1986) POSITION- 40 16 18.26   (N) 086 23 40.13   (W)   HD_HELD1
 LB0541* NAVD 88 ORTHO HEIGHT -   279.006 (meters)      915.37  (feet) ADJUSTED
 LB0541  ______________________________________________________________________
 LB0541  GEOID HEIGHT    -        -34.110 (meters)                     GEOID18
 LB0541  DYNAMIC HEIGHT  -        278.856 (meters)      914.88  (feet) COMP
 LB0541  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 LB0541
 LB0541  VERT ORDER      -  SECOND    CLASS 0
 LB0541
 LB0541.The horizontal coordinates were determined by differentially corrected
 LB0541.hand held GPS observations or other comparable positioning techniques
 LB0541.and have an estimated accuracy of +/- 3 meters.
 LB0541
 LB0541.The orthometric height was determined by differential leveling and
 LB0541.adjusted by the NATIONAL GEODETIC SURVEY
 LB0541.in June 1991.
 LB0541
 LB0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0541.GEOID18 height accuracy estimate available here.
 LB0541
 LB0541.Click photographs - Photos may exist for this station.
 LB0541
 LB0541.The dynamic height is computed by dividing the NAVD 88
 LB0541.geopotential number by the normal gravity value computed on the
 LB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0541.degrees latitude (g = 980.6199 gals.).
 LB0541
 LB0541.The modeled gravity was interpolated from observed gravity values.
 LB0541
 LB0541;                    North         East    Units  Estimated Accuracy
 LB0541;SPC IN W     -   557,917.4     958,588.2     MT  (+/- 3 meters HH1 GPS) 
 LB0541
 LB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5148158094(NAD 83)
 LB0541
 LB0541                          SUPERSEDED SURVEY CONTROL
 LB0541
 LB0541  NGVD 29 (??/??/92)  279.112  (m)          915.72   (f) ADJ UNCH    2 0
 LB0541
 LB0541.Superseded values are not recommended for survey control.
 LB0541
 LB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0541.See file dsdata.pdf to determine how the superseded data were derived.
 LB0541
 LB0541_MARKER: DB = BENCH MARK DISK
 LB0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0541_SP_SET: PIPE CULVERT HEADWALL
 LB0541_STAMPING: V 207 1946
 LB0541_MARK LOGO: CGS
 LB0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0541+STABILITY: SURFACE MOTION
 LB0541
 LB0541  HISTORY     - Date     Condition        Report By
 LB0541  HISTORY     - 1946     MONUMENTED       CGS
 LB0541
 LB0541                          STATION DESCRIPTION
 LB0541
 LB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0541'1 MI S FROM BOYLESTON.
 LB0541'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 29 FROM ITS CROSSING
 LB0541'WITH THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT BOYLESTON,
 LB0541'AT THE JUNCTION OF STATE HIGHWAY 28 LEADING EAST, SET IN THE
 LB0541'TOP OF THE EAST END OF THE SOUTHEAST L TYPE HEAD WALL OF A 24
 LB0541'INCH CORRUGATED PIPE CULVERT UNDER THE JUNCTION, 68 FEET SOUTH OF
 LB0541'THE CENTER LINE OF HIGHWAY 28, 36 FEET EAST OF THE CENTER LINE OF
 LB0541'HIGHWAY 29, AND ABOUT 0.5 FOOT ABOVE THE JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1566 ***********************************************************************
 LA1566  DESIGNATION -  V 208
 LA1566  PID         -  LA1566
 LA1566  STATE/COUNTY-  IN/TIPTON
 LA1566  COUNTRY     -  US
 LA1566  USGS QUAD   -  WINDFALL (2019)
 LA1566
 LA1566                         *CURRENT SURVEY CONTROL
 LA1566  ______________________________________________________________________
 LA1566* NAD 83(1986) POSITION- 40 21 48.     (N) 085 55 05.     (W)   SCALED
 LA1566* NAVD 88 ORTHO HEIGHT -   262.913 (meters)      862.57  (feet) ADJUSTED
 LA1566  ______________________________________________________________________
 LA1566  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LA1566  DYNAMIC HEIGHT  -        262.775 (meters)      862.12  (feet) COMP
 LA1566  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 LA1566
 LA1566  VERT ORDER      -  SECOND    CLASS 0
 LA1566
 LA1566.The horizontal coordinates were scaled from a map and have
 LA1566.an estimated accuracy of +/- 6 seconds.
 LA1566
 LA1566.The orthometric height was determined by differential leveling and
 LA1566.adjusted by the NATIONAL GEODETIC SURVEY
 LA1566.in June 1991.
 LA1566
 LA1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1566.GEOID18 height accuracy estimate available here.
 LA1566
 LA1566.Click photographs - Photos may exist for this station.
 LA1566
 LA1566.The dynamic height is computed by dividing the NAVD 88
 LA1566.geopotential number by the normal gravity value computed on the
 LA1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1566.degrees latitude (g = 980.6199 gals.).
 LA1566
 LA1566.The modeled gravity was interpolated from observed gravity values.
 LA1566
 LA1566;                    North         East    Units  Estimated Accuracy
 LA1566;SPC IN E     -   567,890.       78,650.      MT  (+/- 180 meters Scaled)
 LA1566
 LA1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK918686(NAD 83)
 LA1566
 LA1566                          SUPERSEDED SURVEY CONTROL
 LA1566
 LA1566  NGVD 29 (??/??/92)  263.039  (m)          862.99   (f) ADJ UNCH    2 0
 LA1566
 LA1566.Superseded values are not recommended for survey control.
 LA1566
 LA1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1566.See file dsdata.pdf to determine how the superseded data were derived.
 LA1566
 LA1566_MARKER: DB = BENCH MARK DISK
 LA1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1566_STAMPING: V 208 1946
 LA1566_MARK LOGO: CGS
 LA1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1566+STABILITY: SURFACE MOTION
 LA1566
 LA1566  HISTORY     - Date     Condition        Report By
 LA1566  HISTORY     - 1946     MONUMENTED       CGS
 LA1566
 LA1566                          STATION DESCRIPTION
 LA1566
 LA1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1566'2 MI E FROM WINDFALL.
 LA1566'ABOUT 2.05 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LA1566'AT WINDFALL, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 41 FEET
 LA1566'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23.5 FEET EAST
 LA1566'OF A 10 INCH ROUND CONCRETE FENCE CORNER POST, 25 FEET NORTH OF
 LA1566'THE CENTER LINE OF THE EAST-WEST ROAD, 78 FEET NORTHEAST AND ACROSS
 LA1566'THE INTERSECTION FROM POWER POLE NO. TI-29-122, 5 FEET EAST OF A
 LA1566'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, ABOUT LEVEL WITH
 LA1566'THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1566'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0559 ***********************************************************************
 LB0559  DESIGNATION -  V 209
 LB0559  PID         -  LB0559
 LB0559  STATE/COUNTY-  IN/HAMILTON
 LB0559  COUNTRY     -  US
 LB0559  USGS QUAD   -  ARCADIA (2019)
 LB0559
 LB0559                         *CURRENT SURVEY CONTROL
 LB0559  ______________________________________________________________________
 LB0559* NAD 83(1986) POSITION- 40 07 55.46   (N) 086 02 54.81   (W)   HD_HELD1
 LB0559* NAVD 88 ORTHO HEIGHT -   261.501 (meters)      857.94  (feet) ADJUSTED
 LB0559  ______________________________________________________________________
 LB0559  GEOID HEIGHT    -        -34.182 (meters)                     GEOID18
 LB0559  DYNAMIC HEIGHT  -        261.359 (meters)      857.48  (feet) COMP
 LB0559  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 LB0559
 LB0559  VERT ORDER      -  SECOND    CLASS 0
 LB0559
 LB0559.The horizontal coordinates were determined by differentially corrected
 LB0559.hand held GPS observations or other comparable positioning techniques
 LB0559.and have an estimated accuracy of +/- 3 meters.
 LB0559
 LB0559.The orthometric height was determined by differential leveling and
 LB0559.adjusted by the NATIONAL GEODETIC SURVEY
 LB0559.in June 1991.
 LB0559
 LB0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0559.GEOID18 height accuracy estimate available here.
 LB0559
 LB0559.Click photographs - Photos may exist for this station.
 LB0559
 LB0559.The dynamic height is computed by dividing the NAVD 88
 LB0559.geopotential number by the normal gravity value computed on the
 LB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0559.degrees latitude (g = 980.6199 gals.).
 LB0559
 LB0559.The modeled gravity was interpolated from observed gravity values.
 LB0559
 LB0559;                    North         East    Units  Estimated Accuracy
 LB0559;SPC IN E     -   542,251.8      67,452.8     MT  (+/- 3 meters HH1 GPS) 
 LB0559
 LB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8105842849(NAD 83)
 LB0559
 LB0559                          SUPERSEDED SURVEY CONTROL
 LB0559
 LB0559  NGVD 29 (??/??/92)  261.622  (m)          858.34   (f) ADJ UNCH    2 0
 LB0559
 LB0559.Superseded values are not recommended for survey control.
 LB0559
 LB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0559.See file dsdata.pdf to determine how the superseded data were derived.
 LB0559
 LB0559_MARKER: DB = BENCH MARK DISK
 LB0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0559_STAMPING: V 209 1946
 LB0559_MARK LOGO: CGS
 LB0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0559+STABILITY: SURFACE MOTION
 LB0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0559+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2021
 LB0559
 LB0559  HISTORY     - Date     Condition        Report By
 LB0559  HISTORY     - 1946     MONUMENTED       CGS
 LB0559  HISTORY     - 20050201 GOOD             PICI
 LB0559  HISTORY     - 20210928 SEE DESCRIPTION  IN-057
 LB0559
 LB0559                          STATION DESCRIPTION
 LB0559
 LB0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0559'1.8 MI W FROM CICERO.
 LB0559'ABOUT 1.8 MILES WEST ALONG A BLACK TOP ROAD FROM THE HAMILTON
 LB0559'COUNTY STATE BANK AT CICERO, SET IN THE FRONT OF THE RESIDENCE
 LB0559'OF HENRY BOWMAN, 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LB0559'THE HOUSE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5
 LB0559'FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE SOUTH
 LB0559'RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE CENTER LINE OF THE
 LB0559'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0559
 LB0559                          STATION RECOVERY (2005)
 LB0559
 LB0559'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2005 (TF)
 LB0559'RECOVERED IN GOOD CONDITION.
 LB0559
 LB0559                          STATION RECOVERY (2021)
 LB0559
 LB0559'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2021 (BK)
 LB0559'BENCH MARK DESTROYED IN 2020 DURING 236TH ST RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0502 ***********************************************************************
 LB0502  DESIGNATION -  V 210
 LB0502  PID         -  LB0502
 LB0502  STATE/COUNTY-  IN/CLINTON
 LB0502  COUNTRY     -  US
 LB0502  USGS QUAD   -  HILLISBURG (2019)
 LB0502
 LB0502                         *CURRENT SURVEY CONTROL
 LB0502  ______________________________________________________________________
 LB0502* NAD 83(1986) POSITION- 40 19 28.     (N) 086 16 17.     (W)   SCALED
 LB0502* NAVD 88 ORTHO HEIGHT -   274.342 (meters)      900.07  (feet) ADJUSTED
 LB0502  ______________________________________________________________________
 LB0502  GEOID HEIGHT    -        -34.305 (meters)                     GEOID18
 LB0502  DYNAMIC HEIGHT  -        274.194 (meters)      899.58  (feet) COMP
 LB0502  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 LB0502
 LB0502  VERT ORDER      -  SECOND    CLASS 0
 LB0502
 LB0502.The horizontal coordinates were scaled from a map and have
 LB0502.an estimated accuracy of +/- 6 seconds.
 LB0502
 LB0502.The orthometric height was determined by differential leveling and
 LB0502.adjusted by the NATIONAL GEODETIC SURVEY
 LB0502.in June 1991.
 LB0502
 LB0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0502.GEOID18 height accuracy estimate available here.
 LB0502
 LB0502.Click photographs - Photos may exist for this station.
 LB0502
 LB0502.The dynamic height is computed by dividing the NAVD 88
 LB0502.geopotential number by the normal gravity value computed on the
 LB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0502.degrees latitude (g = 980.6199 gals.).
 LB0502
 LB0502.The modeled gravity was interpolated from observed gravity values.
 LB0502
 LB0502;                    North         East    Units  Estimated Accuracy
 LB0502;SPC IN W     -   563,860.      969,000.      MT  (+/- 180 meters Scaled)
 LB0502
 LB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK618640(NAD 83)
 LB0502
 LB0502                          SUPERSEDED SURVEY CONTROL
 LB0502
 LB0502  NGVD 29 (??/??/92)  274.452  (m)          900.43   (f) ADJ UNCH    2 0
 LB0502
 LB0502.Superseded values are not recommended for survey control.
 LB0502
 LB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0502.See file dsdata.pdf to determine how the superseded data were derived.
 LB0502
 LB0502_MARKER: DB = BENCH MARK DISK
 LB0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0502_SP_SET: CULVERT HEADWALL
 LB0502_STAMPING: V 210 1946
 LB0502_MARK LOGO: CGS
 LB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0502+STABILITY: SURFACE MOTION
 LB0502
 LB0502  HISTORY     - Date     Condition        Report By
 LB0502  HISTORY     - 1946     MONUMENTED       CGS
 LB0502
 LB0502                          STATION DESCRIPTION
 LB0502
 LB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0502'5 MI NW FROM KEMPTON.
 LB0502'ABOUT 0.15 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE
 LB0502'AT KEMPTON, THENCE ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD,
 LB0502'THENCE ABOUT 2.4 MILES WEST, THENCE ABOUT 1.6 MILES NORTH ALONG
 LB0502'A GRAVEL ROAD, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF AN
 LB0502'EAST-WEST GRAVEL CROSS ROAD, SET IN THE TOP OF THE NORTH END
 LB0502'OF THE 50 FOOT WEST CONCRETE HEAD WALL OF A TWIN 18 FOOT ARCH
 LB0502'CORRUGATED CULVERT OVER A CREEK, 15 FEET WEST OF AND ABOUT 1.5
 LB0502'FEET ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0367 ***********************************************************************
 LB0367  DESIGNATION -  V 211
 LB0367  PID         -  LB0367
 LB0367  STATE/COUNTY-  IN/TIPTON
 LB0367  COUNTRY     -  US
 LB0367  USGS QUAD   -  KEMPTON (2019)
 LB0367
 LB0367                         *CURRENT SURVEY CONTROL
 LB0367  ______________________________________________________________________
 LB0367* NAD 83(1986) POSITION- 40 15 18.     (N) 086 07 40.     (W)   SCALED
 LB0367* NAVD 88 ORTHO HEIGHT -   270.822 (meters)      888.52  (feet) ADJUSTED
 LB0367  ______________________________________________________________________
 LB0367  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 LB0367  DYNAMIC HEIGHT  -        270.674 (meters)      888.04  (feet) COMP
 LB0367  MODELED GRAVITY -    980,072.6   (mgal)                       NAVD 88
 LB0367
 LB0367  VERT ORDER      -  SECOND    CLASS 0
 LB0367
 LB0367.The horizontal coordinates were scaled from a map and have
 LB0367.an estimated accuracy of +/- 6 seconds.
 LB0367
 LB0367.The orthometric height was determined by differential leveling and
 LB0367.adjusted by the NATIONAL GEODETIC SURVEY
 LB0367.in June 1991.
 LB0367
 LB0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0367.GEOID18 height accuracy estimate available here.
 LB0367
 LB0367.Click photographs - Photos may exist for this station.
 LB0367
 LB0367.The dynamic height is computed by dividing the NAVD 88
 LB0367.geopotential number by the normal gravity value computed on the
 LB0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0367.degrees latitude (g = 980.6199 gals.).
 LB0367
 LB0367.The modeled gravity was interpolated from observed gravity values.
 LB0367
 LB0367;                    North         East    Units  Estimated Accuracy
 LB0367;SPC IN E     -   555,930.       60,770.      MT  (+/- 180 meters Scaled)
 LB0367
 LB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741564(NAD 83)
 LB0367
 LB0367                          SUPERSEDED SURVEY CONTROL
 LB0367
 LB0367  NGVD 29 (??/??/92)  270.936  (m)          888.90   (f) ADJ UNCH    2 0
 LB0367
 LB0367.Superseded values are not recommended for survey control.
 LB0367
 LB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0367.See file dsdata.pdf to determine how the superseded data were derived.
 LB0367
 LB0367_MARKER: DB = BENCH MARK DISK
 LB0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0367_STAMPING: V 211 1946
 LB0367_MARK LOGO: CGS
 LB0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0367+STABILITY: SURFACE MOTION
 LB0367
 LB0367  HISTORY     - Date     Condition        Report By
 LB0367  HISTORY     - 1946     MONUMENTED       CGS
 LB0367
 LB0367                          STATION DESCRIPTION
 LB0367
 LB0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0367'2.6 MI N FROM EAST UNION.
 LB0367'ABOUT 2.65 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0367'CHRISTIAN CHURCH AT EAST UNION, ABOUT 0.1 MILE NORTH OF A BRIDGE
 LB0367'OVER CICERO CREEK, AT A ROAD LEADING WEST TO BEECHWOOD HOSPITAL
 LB0367'AND AT THE SOUTHEAST CORNER OF THE BEECHWOOD APPLE ORCHARD, 120
 LB0367'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE
 LB0367'CENTER LINE OF THE ROAD WEST, 87 FEET WEST OF THE FENCE CORNER,
 LB0367'1 FOOT SOUTH OF THE FENCE AROUND THE ORCHARD, ABOUT LEVEL WITH
 LB0367'THE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0367'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0989 ***********************************************************************
 LA0989  DESIGNATION -  V 213
 LA0989  PID         -  LA0989
 LA0989  STATE/COUNTY-  IN/WELLS
 LA0989  COUNTRY     -  US
 LA0989  USGS QUAD   -  BLUFFTON (2019)
 LA0989
 LA0989                         *CURRENT SURVEY CONTROL
 LA0989  ______________________________________________________________________
 LA0989* NAD 83(1986) POSITION- 40 44 33.     (N) 085 11 13.     (W)   SCALED
 LA0989* NAVD 88 ORTHO HEIGHT -   251.536 (meters)      825.25  (feet) ADJUSTED
 LA0989  ______________________________________________________________________
 LA0989  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 LA0989  DYNAMIC HEIGHT  -        251.416 (meters)      824.85  (feet) COMP
 LA0989  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 LA0989
 LA0989  VERT ORDER      -  SECOND    CLASS 0
 LA0989
 LA0989.The horizontal coordinates were scaled from a map and have
 LA0989.an estimated accuracy of +/- 6 seconds.
 LA0989
 LA0989.The orthometric height was determined by differential leveling and
 LA0989.adjusted by the NATIONAL GEODETIC SURVEY
 LA0989.in June 1991.
 LA0989
 LA0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0989.GEOID18 height accuracy estimate available here.
 LA0989
 LA0989.Click photographs - Photos may exist for this station.
 LA0989
 LA0989.The dynamic height is computed by dividing the NAVD 88
 LA0989.geopotential number by the normal gravity value computed on the
 LA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0989.degrees latitude (g = 980.6199 gals.).
 LA0989
 LA0989.The modeled gravity was interpolated from observed gravity values.
 LA0989
 LA0989;                    North         East    Units  Estimated Accuracy
 LA0989;SPC IN E     -   610,070.      140,520.      MT  (+/- 180 meters Scaled)
 LA0989
 LA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL530117(NAD 83)
 LA0989
 LA0989                          SUPERSEDED SURVEY CONTROL
 LA0989
 LA0989  NGVD 29 (??/??/92)  251.676  (m)          825.71   (f) ADJ UNCH    2 0
 LA0989
 LA0989.Superseded values are not recommended for survey control.
 LA0989
 LA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0989.See file dsdata.pdf to determine how the superseded data were derived.
 LA0989
 LA0989_MARKER: DB = BENCH MARK DISK
 LA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0989_STAMPING: V 213 1947
 LA0989_MARK LOGO: CGS
 LA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0989+STABILITY: SURFACE MOTION
 LA0989
 LA0989  HISTORY     - Date     Condition        Report By
 LA0989  HISTORY     - 1947     MONUMENTED       CGS
 LA0989
 LA0989                          STATION DESCRIPTION
 LA0989
 LA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0989'1 MI W FROM BLUFFTON.
 LA0989'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 124 FROM THE COURT HOUSE AT
 LA0989'BLUFFTON, ABOUT 0.15 MILE WEST OF A TURN IN THE HIGHWAY WITH
 LA0989'TANGENTS WEST AND SOUTH AND A BLACK TOP ROAD EAST, 69 FEET SOUTHEAST
 LA0989'OF THE SOUTHEAST CORNER OF THE ELMER C. SCHURR FARM HOUSE, 20 FEET
 LA0989'EAST OF THE CENTER LINE OF THE DRIVE WAY, 26 FEET NORTH OF THE
 LA0989'CENTER LINE OF THE HIGHWAY, 62 FEET WEST OF TELEPHONE POLE NO. 16,
 LA0989'9.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE,
 LA0989'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW
 LA0989'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LA0989'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0922 ***********************************************************************
 LA0922  DESIGNATION -  V 214
 LA0922  PID         -  LA0922
 LA0922  STATE/COUNTY-  IN/BLACKFORD
 LA0922  COUNTRY     -  US
 LA0922  USGS QUAD   -  MONTPELIER (2019)
 LA0922
 LA0922                         *CURRENT SURVEY CONTROL
 LA0922  ______________________________________________________________________
 LA0922* NAD 83(1986) POSITION- 40 31 24.     (N) 085 22 13.     (W)   SCALED
 LA0922* NAVD 88 ORTHO HEIGHT -   272.067 (meters)      892.61  (feet) ADJUSTED
 LA0922  ______________________________________________________________________
 LA0922  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 LA0922  DYNAMIC HEIGHT  -        271.927 (meters)      892.15  (feet) COMP
 LA0922  MODELED GRAVITY -    980,107.2   (mgal)                       NAVD 88
 LA0922
 LA0922  VERT ORDER      -  SECOND    CLASS 0
 LA0922
 LA0922.The horizontal coordinates were scaled from a map and have
 LA0922.an estimated accuracy of +/- 6 seconds.
 LA0922
 LA0922.The orthometric height was determined by differential leveling and
 LA0922.adjusted by the NATIONAL GEODETIC SURVEY
 LA0922.in June 1991.
 LA0922
 LA0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0922.GEOID18 height accuracy estimate available here.
 LA0922
 LA0922.Click photographs - Photos may exist for this station.
 LA0922
 LA0922.The dynamic height is computed by dividing the NAVD 88
 LA0922.geopotential number by the normal gravity value computed on the
 LA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0922.degrees latitude (g = 980.6199 gals.).
 LA0922
 LA0922.The modeled gravity was interpolated from observed gravity values.
 LA0922
 LA0922;                    North         East    Units  Estimated Accuracy
 LA0922;SPC IN E     -   585,670.      125,120.      MT  (+/- 180 meters Scaled)
 LA0922
 LA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK380871(NAD 83)
 LA0922
 LA0922                          SUPERSEDED SURVEY CONTROL
 LA0922
 LA0922  NGVD 29 (??/??/92)  272.197  (m)          893.03   (f) ADJ UNCH    2 0
 LA0922
 LA0922.Superseded values are not recommended for survey control.
 LA0922
 LA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0922.See file dsdata.pdf to determine how the superseded data were derived.
 LA0922
 LA0922_MARKER: DB = BENCH MARK DISK
 LA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0922_STAMPING: V 214 1947
 LA0922_MARK LOGO: CGS
 LA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0922+STABILITY: SURFACE MOTION
 LA0922
 LA0922  HISTORY     - Date     Condition        Report By
 LA0922  HISTORY     - 1947     MONUMENTED       CGS
 LA0922
 LA0922                          STATION DESCRIPTION
 LA0922
 LA0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0922'4.6 MI N FROM HARTFORD CITY.
 LA0922'ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY
 LA0922'SCHOOL AT HARTFORD CITY, ABOUT 1.05 MILES NORTH OF THE FAIRVIEW
 LA0922'U.B. CHURCH, AT A GRAVEL CROSS ROAD, 57 FEET EAST OF THE CENTER
 LA0922'LINE OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE
 LA0922'CROSS ROAD, 28.5 FEET EAST OF TELEPHONE POLE 2705 - A 6, 27.5
 LA0922'FEET EAST OF THE SOUTHWEST FENCE CORNER OF THE FENCE AROUND ROSS
 LA0922'DICKS ORCHARD, 1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET WEST
 LA0922'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 LA0922'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0971 ***********************************************************************
 LA0971  DESIGNATION -  V 215
 LA0971  PID         -  LA0971
 LA0971  STATE/COUNTY-  IN/HUNTINGTON
 LA0971  COUNTRY     -  US
 LA0971  USGS QUAD   -  WARREN (2019)
 LA0971
 LA0971                         *CURRENT SURVEY CONTROL
 LA0971  ______________________________________________________________________
 LA0971* NAD 83(1986) POSITION- 40 40 03.     (N) 085 29 15.     (W)   SCALED
 LA0971* NAVD 88 ORTHO HEIGHT -   259.627 (meters)      851.79  (feet) ADJUSTED
 LA0971  ______________________________________________________________________
 LA0971  GEOID HEIGHT    -        -34.211 (meters)                     GEOID18
 LA0971  DYNAMIC HEIGHT  -        259.498 (meters)      851.37  (feet) COMP
 LA0971  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 LA0971
 LA0971  VERT ORDER      -  SECOND    CLASS 0
 LA0971
 LA0971.The horizontal coordinates were scaled from a map and have
 LA0971.an estimated accuracy of +/- 6 seconds.
 LA0971
 LA0971.The orthometric height was determined by differential leveling and
 LA0971.adjusted by the NATIONAL GEODETIC SURVEY
 LA0971.in June 1991.
 LA0971
 LA0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0971.GEOID18 height accuracy estimate available here.
 LA0971
 LA0971.Click photographs - Photos may exist for this station.
 LA0971
 LA0971.The dynamic height is computed by dividing the NAVD 88
 LA0971.geopotential number by the normal gravity value computed on the
 LA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0971.degrees latitude (g = 980.6199 gals.).
 LA0971
 LA0971.The modeled gravity was interpolated from observed gravity values.
 LA0971
 LA0971;                    North         East    Units  Estimated Accuracy
 LA0971;SPC IN E     -   601,650.      115,150.      MT  (+/- 180 meters Scaled)
 LA0971
 LA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL278029(NAD 83)
 LA0971
 LA0971                          SUPERSEDED SURVEY CONTROL
 LA0971
 LA0971  NGVD 29 (??/??/92)  259.756  (m)          852.22   (f) ADJ UNCH    2 0
 LA0971
 LA0971.Superseded values are not recommended for survey control.
 LA0971
 LA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0971.See file dsdata.pdf to determine how the superseded data were derived.
 LA0971
 LA0971_MARKER: DB = BENCH MARK DISK
 LA0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0971_STAMPING: V 215 1947
 LA0971_MARK LOGO: CGS
 LA0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0971+STABILITY: SURFACE MOTION
 LA0971
 LA0971  HISTORY     - Date     Condition        Report By
 LA0971  HISTORY     - 1947     MONUMENTED       CGS
 LA0971
 LA0971                          STATION DESCRIPTION
 LA0971
 LA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0971'4 MI SW FROM WARREN.
 LA0971'ABOUT 3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 LA0971'WITH STATE HIGHWAY 5 AT WARREN, AT A GRAVEL CROSS ROAD, 40 FEET
 LA0971'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE CENTER
 LA0971'LINE OF THE CROSSROAD, 9.5 FEET WEST OF A TELEPHONE POLE, 8.5 FEET
 LA0971'WEST OF A FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 1
 LA0971'FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0971'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0971'NOTE-- MARK MAY BE REACHED FROM THE VAN BUREN TOWNSHIP SCHOOL AT
 LA0971'VAN BUREN, GRANT COUNTY BY GOING ABOUT 3.65 MILES NORTH ALONG
 LA0971'STATE HIGHWAY 221, THENCE ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY
 LA0971'218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1240 ***********************************************************************
 LA1240  DESIGNATION -  V 216
 LA1240  PID         -  LA1240
 LA1240  STATE/COUNTY-  IN/GRANT
 LA1240  COUNTRY     -  US
 LA1240  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1240
 LA1240                         *CURRENT SURVEY CONTROL
 LA1240  ______________________________________________________________________
 LA1240* NAD 83(1986) POSITION- 40 25 20.     (N) 085 29 33.     (W)   SCALED
 LA1240* NAVD 88 ORTHO HEIGHT -   274.714 (meters)      901.29  (feet) ADJUSTED
 LA1240  ______________________________________________________________________
 LA1240  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 LA1240  DYNAMIC HEIGHT  -        274.574 (meters)      900.83  (feet) COMP
 LA1240  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 LA1240
 LA1240  VERT ORDER      -  SECOND    CLASS 0
 LA1240
 LA1240.The horizontal coordinates were scaled from a map and have
 LA1240.an estimated accuracy of +/- 6 seconds.
 LA1240
 LA1240.The orthometric height was determined by differential leveling and
 LA1240.adjusted by the NATIONAL GEODETIC SURVEY
 LA1240.in June 1991.
 LA1240
 LA1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1240.GEOID18 height accuracy estimate available here.
 LA1240
 LA1240.Click photographs - Photos may exist for this station.
 LA1240
 LA1240.The dynamic height is computed by dividing the NAVD 88
 LA1240.geopotential number by the normal gravity value computed on the
 LA1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1240.degrees latitude (g = 980.6199 gals.).
 LA1240
 LA1240.The modeled gravity was interpolated from observed gravity values.
 LA1240
 LA1240;                    North         East    Units  Estimated Accuracy
 LA1240;SPC IN E     -   574,410.      114,780.      MT  (+/- 180 meters Scaled)
 LA1240
 LA1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278757(NAD 83)
 LA1240
 LA1240                          SUPERSEDED SURVEY CONTROL
 LA1240
 LA1240  NGVD 29 (??/??/92)  274.848  (m)          901.73   (f) ADJ UNCH    2 0
 LA1240
 LA1240.Superseded values are not recommended for survey control.
 LA1240
 LA1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1240.See file dsdata.pdf to determine how the superseded data were derived.
 LA1240
 LA1240_MARKER: DB = BENCH MARK DISK
 LA1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1240_STAMPING: V 216 1947
 LA1240_MARK LOGO: CGS
 LA1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1240+STABILITY: SURFACE MOTION
 LA1240
 LA1240  HISTORY     - Date     Condition        Report By
 LA1240  HISTORY     - 1947     MONUMENTED       CGS
 LA1240
 LA1240                          STATION DESCRIPTION
 LA1240
 LA1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1240'2.4 MI N FROM MATTHEWS.
 LA1240'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE POST
 LA1240'OFFICE AT MATTHEWS, ABOUT 3.55 MILES SOUTH OF THE PENNSYLVANIA
 LA1240'RAILROAD STATION AT UPLAND, AT THE JUNCTION OF STATE HIGHWAY 26
 LA1240'LEADING WEST AND A GRAVEL ROAD LEADING EAST, 40 FEET EAST OF THE
 LA1240'CENTER LINE OF HIGHWAY 221, 22.5 FEET NORTH OF THE CENTER LINE
 LA1240'OF THE GRAVEL ROAD AND THE PROLONGED CENTER LINE OF HIGHWAY 26,
 LA1240'1.5 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 LA1240'WITNESS POST, 1.5 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF
 LA1240'A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1549 ***********************************************************************
 LA1549  DESIGNATION -  V 217
 LA1549  PID         -  LA1549
 LA1549  STATE/COUNTY-  IN/MADISON
 LA1549  COUNTRY     -  US
 LA1549  USGS QUAD   -  ALEXANDRIA (2019)
 LA1549
 LA1549                         *CURRENT SURVEY CONTROL
 LA1549  ______________________________________________________________________
 LA1549* NAD 83(1986) POSITION- 40 16 39.5    (N) 085 38 00.3    (W)   HD_HELD2
 LA1549* NAVD 88 ORTHO HEIGHT -   270.960 (meters)      888.97  (feet) ADJUSTED
 LA1549  ______________________________________________________________________
 LA1549  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 LA1549  DYNAMIC HEIGHT  -        270.819 (meters)      888.51  (feet) COMP
 LA1549  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 LA1549
 LA1549  VERT ORDER      -  SECOND    CLASS 0
 LA1549
 LA1549.The horizontal coordinates were established by autonomous hand held GPS
 LA1549.observations and have an estimated accuracy of +/- 10 meters.
 LA1549
 LA1549.The orthometric height was determined by differential leveling and
 LA1549.adjusted by the NATIONAL GEODETIC SURVEY
 LA1549.in June 1991.
 LA1549
 LA1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1549.GEOID18 height accuracy estimate available here.
 LA1549
 LA1549.Click photographs - Photos may exist for this station.
 LA1549
 LA1549.The dynamic height is computed by dividing the NAVD 88
 LA1549.geopotential number by the normal gravity value computed on the
 LA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1549.degrees latitude (g = 980.6199 gals.).
 LA1549
 LA1549.The modeled gravity was interpolated from observed gravity values.
 LA1549
 LA1549;                    North         East    Units  Estimated Accuracy
 LA1549;SPC IN E     -   558,345.      102,828.      MT  (+/- 10 meters HH2 GPS)
 LA1549
 LA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1617959468(NAD 83)
 LA1549
 LA1549                          SUPERSEDED SURVEY CONTROL
 LA1549
 LA1549  NGVD 29 (??/??/92)  271.103  (m)          889.44   (f) ADJ UNCH    2 0
 LA1549
 LA1549.Superseded values are not recommended for survey control.
 LA1549
 LA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1549.See file dsdata.pdf to determine how the superseded data were derived.
 LA1549
 LA1549_MARKER: DB = BENCH MARK DISK
 LA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1549_STAMPING: V 217 1947
 LA1549_MARK LOGO: CGS
 LA1549_PROJECTION: PROJECTING 8 CENTIMETERS
 LA1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1549+STABILITY: SURFACE MOTION
 LA1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1549+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LA1549
 LA1549  HISTORY     - Date     Condition        Report By
 LA1549  HISTORY     - 1947     MONUMENTED       CGS
 LA1549  HISTORY     - 20070619 GOOD             ACCU
 LA1549  HISTORY     - 20110526 GOOD             INDNR
 LA1549  HISTORY     - 20200724 POOR             WSRR
 LA1549
 LA1549                          STATION DESCRIPTION
 LA1549
 LA1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1549'2 MI E FROM ALEXANDRIA.
 LA1549'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1549'WITH STATE HIGHWAY 9 AT ALEXANDRIA, AT A GRAVEL CROSS ROAD, 55.5
 LA1549'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF
 LA1549'THE CENTER LINE OF THE CROSSROAD, 5.5 FEET SOUTHWEST OF A FENCE
 LA1549'CORNER, 2.0 FEET SOUTHEAST OF THE FENCE LINE, 1.5 FEET EAST OF A
 LA1549'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN
 LA1549'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1549
 LA1549                          STATION RECOVERY (2007)
 LA1549
 LA1549'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1549'RECOVERED IN GOOD CONDITION
 LA1549
 LA1549                          STATION RECOVERY (2011)
 LA1549
 LA1549'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (BC)
 LA1549'RECOVERED IN GOOD CONDITION.
 LA1549
 LA1549                          STATION RECOVERY (2020)
 LA1549
 LA1549'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LA1549'THE CEMENT POST WAS HIT BY HEAVY MACHINERY AND IS NOW LEANING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1026 ***********************************************************************
 LA1026  DESIGNATION -  V 218
 LA1026  PID         -  LA1026
 LA1026  STATE/COUNTY-  IN/DELAWARE
 LA1026  COUNTRY     -  US
 LA1026  USGS QUAD   -  MUNCIE WEST (2019)
 LA1026
 LA1026                         *CURRENT SURVEY CONTROL
 LA1026  ______________________________________________________________________
 LA1026* NAD 83(1986) POSITION- 40 10 48.     (N) 085 28 49.     (W)   SCALED
 LA1026* NAVD 88 ORTHO HEIGHT -   284.866 (meters)      934.60  (feet) ADJUSTED
 LA1026  ______________________________________________________________________
 LA1026  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LA1026  DYNAMIC HEIGHT  -        284.715 (meters)      934.10  (feet) COMP
 LA1026  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 LA1026
 LA1026  VERT ORDER      -  SECOND    CLASS 0
 LA1026
 LA1026.The horizontal coordinates were scaled from a map and have
 LA1026.an estimated accuracy of +/- 6 seconds.
 LA1026
 LA1026.The orthometric height was determined by differential leveling and
 LA1026.adjusted by the NATIONAL GEODETIC SURVEY
 LA1026.in June 1991.
 LA1026
 LA1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1026.GEOID18 height accuracy estimate available here.
 LA1026
 LA1026.Click photographs - Photos may exist for this station.
 LA1026
 LA1026.The dynamic height is computed by dividing the NAVD 88
 LA1026.geopotential number by the normal gravity value computed on the
 LA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1026.degrees latitude (g = 980.6199 gals.).
 LA1026
 LA1026.The modeled gravity was interpolated from observed gravity values.
 LA1026
 LA1026;                    North         East    Units  Estimated Accuracy
 LA1026;SPC IN E     -   547,520.      115,870.      MT  (+/- 180 meters Scaled)
 LA1026
 LA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK293488(NAD 83)
 LA1026
 LA1026                          SUPERSEDED SURVEY CONTROL
 LA1026
 LA1026  NGVD 29 (??/??/92)  285.003  (m)          935.05   (f) ADJ UNCH    2 0
 LA1026
 LA1026.Superseded values are not recommended for survey control.
 LA1026
 LA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1026.See file dsdata.pdf to determine how the superseded data were derived.
 LA1026
 LA1026_MARKER: DB = BENCH MARK DISK
 LA1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1026_SP_SET: BUILDING
 LA1026_STAMPING: V 218 1947
 LA1026_MARK LOGO: CGS
 LA1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1026
 LA1026  HISTORY     - Date     Condition        Report By
 LA1026  HISTORY     - 1947     MONUMENTED       CGS
 LA1026
 LA1026                          STATION DESCRIPTION
 LA1026
 LA1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1026'0.8 MI E FROM YORKTOWN.
 LA1026'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 LA1026'AT YORKTOWN, SET VERTICALLY IN THE WEST FACE OF THE BRICK
 LA1026'HANGAR AT THE DELAWARE AIRPORT, 50 FEET EAST OF THE CENTER LINE
 LA1026'OF A BLACK TOP ROAD, 51 FEET SOUTH OF THE CENTER LINE OF THE
 LA1026'HIGHWAY, 0.7 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 LA1026'AND 3.9 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1170 ***********************************************************************
 LA1170  DESIGNATION -  V 219
 LA1170  PID         -  LA1170
 LA1170  STATE/COUNTY-  IN/DELAWARE
 LA1170  COUNTRY     -  US
 LA1170  USGS QUAD   -  MUNCIE EAST (2019)
 LA1170
 LA1170                         *CURRENT SURVEY CONTROL
 LA1170  ______________________________________________________________________
 LA1170* NAD 83(1986) POSITION- 40 13 09.45   (N) 085 19 40.77   (W)   HD_HELD1
 LA1170* NAVD 88 ORTHO HEIGHT -   298.366 (meters)      978.89  (feet) ADJUSTED
 LA1170  ______________________________________________________________________
 LA1170  GEOID HEIGHT    -        -33.898 (meters)                     GEOID18
 LA1170  DYNAMIC HEIGHT  -        298.208 (meters)      978.37  (feet) COMP
 LA1170  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 LA1170
 LA1170  VERT ORDER      -  SECOND    CLASS 0
 LA1170
 LA1170.The horizontal coordinates were determined by differentially corrected
 LA1170.hand held GPS observations or other comparable positioning techniques
 LA1170.and have an estimated accuracy of +/- 3 meters.
 LA1170
 LA1170.The orthometric height was determined by differential leveling and
 LA1170.adjusted by the NATIONAL GEODETIC SURVEY
 LA1170.in June 1991.
 LA1170
 LA1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1170.GEOID18 height accuracy estimate available here.
 LA1170
 LA1170.Click photographs - Photos may exist for this station.
 LA1170
 LA1170.The dynamic height is computed by dividing the NAVD 88
 LA1170.geopotential number by the normal gravity value computed on the
 LA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1170.degrees latitude (g = 980.6199 gals.).
 LA1170
 LA1170.The modeled gravity was interpolated from observed gravity values.
 LA1170
 LA1170;                    North         East    Units  Estimated Accuracy
 LA1170;SPC IN E     -   551,921.3     128,827.1     MT  (+/- 3 meters HH1 GPS) 
 LA1170
 LA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4226753437(NAD 83)
 LA1170
 LA1170                          SUPERSEDED SURVEY CONTROL
 LA1170
 LA1170  NGVD 29 (??/??/92)  298.501  (m)          979.33   (f) ADJ UNCH    2 0
 LA1170
 LA1170.Superseded values are not recommended for survey control.
 LA1170
 LA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1170.See file dsdata.pdf to determine how the superseded data were derived.
 LA1170
 LA1170_MARKER: DB = BENCH MARK DISK
 LA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1170_STAMPING: V 219 1947
 LA1170_MARK LOGO: CGS
 LA1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1170+STABILITY: SURFACE MOTION
 LA1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1170+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2023
 LA1170
 LA1170  HISTORY     - Date     Condition        Report By
 LA1170  HISTORY     - 1947     MONUMENTED       CGS
 LA1170  HISTORY     - 20231018 GOOD             INDOT
 LA1170
 LA1170                          STATION DESCRIPTION
 LA1170
 LA1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1170'2.7 MI NE FROM MUNCIE.
 LA1170'ABOUT 2.7 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1170'RAILROAD FROM THE TOWER VANCE IN THE SOUTHEAST PART OF MUNCIE,
 LA1170'ABOUT 2.35 MILES SOUTHWEST OF THE STATION AT DE SOTO, AT THE
 LA1170'CROSSING OF AN EAST-WEST BLACK TOP ROAD, 36 FEET NORTHWEST OF THE
 LA1170'NORTHWEST RAIL, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14
 LA1170'FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF THE FENCE
 LA1170'LINE, ABOUT 2 1/2 POLES NORTHEAST OF MILE POST 169, 1.5 FEET
 LA1170'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 LA1170'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1170
 LA1170                          STATION RECOVERY (2023)
 LA1170
 LA1170'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0715 ***********************************************************************
 MD0715  DESIGNATION -  V 22 RESET
 MD0715  PID         -  MD0715
 MD0715  STATE/COUNTY-  IN/ALLEN
 MD0715  COUNTRY     -  US
 MD0715  USGS QUAD   -  HUNTERTOWN (2019)
 MD0715
 MD0715                         *CURRENT SURVEY CONTROL
 MD0715  ______________________________________________________________________
 MD0715* NAD 83(1986) POSITION- 41 08 24.     (N) 085 08 45.     (W)   SCALED
 MD0715* NAVD 88 ORTHO HEIGHT -   251.778 (meters)      826.04  (feet) ADJUSTED
 MD0715  ______________________________________________________________________
 MD0715  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 MD0715  DYNAMIC HEIGHT  -        251.680 (meters)      825.72  (feet) COMP
 MD0715  MODELED GRAVITY -    980,227.7   (mgal)                       NAVD 88
 MD0715
 MD0715  VERT ORDER      -  SECOND    CLASS 0
 MD0715
 MD0715.This mark is at Smith Field Airport (SMD)
 MD0715
 MD0715.The horizontal coordinates were scaled from a map and have
 MD0715.an estimated accuracy of +/- 6 seconds.
 MD0715
 MD0715.The orthometric height was determined by differential leveling and
 MD0715.adjusted by the NATIONAL GEODETIC SURVEY
 MD0715.in June 1991.
 MD0715
 MD0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0715.GEOID18 height accuracy estimate available here.
 MD0715
 MD0715.Click photographs - Photos may exist for this station.
 MD0715
 MD0715.The dynamic height is computed by dividing the NAVD 88
 MD0715.geopotential number by the normal gravity value computed on the
 MD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0715.degrees latitude (g = 980.6199 gals.).
 MD0715
 MD0715.The modeled gravity was interpolated from observed gravity values.
 MD0715
 MD0715;                    North         East    Units  Estimated Accuracy
 MD0715;SPC IN E     -   654,240.      143,730.      MT  (+/- 180 meters Scaled)
 MD0715
 MD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL556559(NAD 83)
 MD0715
 MD0715                          SUPERSEDED SURVEY CONTROL
 MD0715
 MD0715  NGVD 29 (??/??/92)  251.911  (m)          826.48   (f) ADJ UNCH    2 0
 MD0715
 MD0715.Superseded values are not recommended for survey control.
 MD0715
 MD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0715.See file dsdata.pdf to determine how the superseded data were derived.
 MD0715
 MD0715_MARKER: DB = BENCH MARK DISK
 MD0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0715_STAMPING: V 22 RESET
 MD0715_MARK LOGO: CGS
 MD0715_PROJECTION: PROJECTING 15 CENTIMETERS
 MD0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0715+STABILITY: SURFACE MOTION
 MD0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0715+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2018
 MD0715
 MD0715  HISTORY     - Date     Condition        Report By
 MD0715  HISTORY     - 1961     MONUMENTED       CGS
 MD0715  HISTORY     - 1968     GOOD             INHD
 MD0715  HISTORY     - 20030430 GOOD             USGS-R
 MD0715  HISTORY     - 20060510 GOOD             CMT
 MD0715  HISTORY     - 20150601 GOOD             GEOPRO
 MD0715  HISTORY     - 20181111 GOOD             USPSQD
 MD0715
 MD0715                          STATION DESCRIPTION
 MD0715
 MD0715'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0715'4 MI N FROM FT WAYNE.
 MD0715'4.0 MILES NORTH OF THE NEW YORK CENTRAL RAILROAD STATION IN
 MD0715'FT. WAYNE ALONG THE RAILROAD AT THE SOUTHEAST CORNER OF THE
 MD0715'FT. WAYNE MUNICIPAL AIRPORT (SMITH FIELD) 87.8 FT. NORTH OF THE
 MD0715'CENTERLINE OF LUDWIG ROAD, 46.6 FT EAST OF THE EAST RAIL OF
 MD0715'THE RAILROAD, 1.7 FT. NORTH OF A STEEL WITNESS POST, 0.8 FT.
 MD0715'WEST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
 MD0715'PROJECTING 6 INCHES.
 MD0715
 MD0715                          STATION RECOVERY (2003)
 MD0715
 MD0715'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 MD0715'SOUTHEAST OF THE OFFICE BUILDING FOR SMITH FIELD, 87.8 FT NAORTH AND
 MD0715'123 FEET EAST OF THE JUNCTION OF LUDWIG ROAD AND THE ACCESS ROAD TO
 MD0715'THE AIRPORT OFFICE, 1.7 FT. NORTH OF A STEEL WITNESS POST, 0.8 FT WEST
 MD0715'OF A DOWNED FENCE LINE, UNDER HEAVY BRUSH COVER, SET IN THE TOP OF A
 MD0715'CONCRETE POST PROJECTING 3 INCHES.
 MD0715
 MD0715                          STATION RECOVERY (2006)
 MD0715
 MD0715'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0715'RECOVERED IN GOOD CONDITION.
 MD0715
 MD0715                          STATION RECOVERY (2015)
 MD0715
 MD0715'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2015 (CTS)
 MD0715'RECOVERED IN GOOD CONDITION.
 MD0715
 MD0715                          STATION RECOVERY (2018)
 MD0715
 MD0715'RECOVERY NOTE BY US POWER SQUADRON 2018 (TJH)
 MD0715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1195 ***********************************************************************
 LA1195  DESIGNATION -  V 220
 LA1195  PID         -  LA1195
 LA1195  STATE/COUNTY-  IN/DELAWARE
 LA1195  COUNTRY     -  US
 LA1195  USGS QUAD   -  REDKEY (2019)
 LA1195
 LA1195                         *CURRENT SURVEY CONTROL
 LA1195  ______________________________________________________________________
 LA1195* NAD 83(1986) POSITION- 40 18 00.     (N) 085 13 41.     (W)   SCALED
 LA1195* NAVD 88 ORTHO HEIGHT -   290.501 (meters)      953.09  (feet) ADJUSTED
 LA1195  ______________________________________________________________________
 LA1195  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 LA1195  DYNAMIC HEIGHT  -        290.349 (meters)      952.59  (feet) COMP
 LA1195  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 LA1195
 LA1195  VERT ORDER      -  SECOND    CLASS 0
 LA1195
 LA1195.The horizontal coordinates were scaled from a map and have
 LA1195.an estimated accuracy of +/- 6 seconds.
 LA1195
 LA1195.The orthometric height was determined by differential leveling and
 LA1195.adjusted by the NATIONAL GEODETIC SURVEY
 LA1195.in June 1991.
 LA1195
 LA1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1195.GEOID18 height accuracy estimate available here.
 LA1195
 LA1195.Click photographs - Photos may exist for this station.
 LA1195
 LA1195.The dynamic height is computed by dividing the NAVD 88
 LA1195.geopotential number by the normal gravity value computed on the
 LA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1195.degrees latitude (g = 980.6199 gals.).
 LA1195
 LA1195.The modeled gravity was interpolated from observed gravity values.
 LA1195
 LA1195;                    North         East    Units  Estimated Accuracy
 LA1195;SPC IN E     -   560,920.      137,290.      MT  (+/- 180 meters Scaled)
 LA1195
 LA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK505625(NAD 83)
 LA1195
 LA1195                          SUPERSEDED SURVEY CONTROL
 LA1195
 LA1195  NGVD 29 (??/??/92)  290.638  (m)          953.53   (f) ADJ UNCH    2 0
 LA1195
 LA1195.Superseded values are not recommended for survey control.
 LA1195
 LA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1195.See file dsdata.pdf to determine how the superseded data were derived.
 LA1195
 LA1195_MARKER: DB = BENCH MARK DISK
 LA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1195_STAMPING: V 220 1947
 LA1195_MARK LOGO: CGS
 LA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1195+STABILITY: SURFACE MOTION
 LA1195
 LA1195  HISTORY     - Date     Condition        Report By
 LA1195  HISTORY     - 1947     MONUMENTED       CGS
 LA1195
 LA1195                          STATION DESCRIPTION
 LA1195
 LA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1195'0.6 MI E FROM ALBANY.
 LA1195'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 LA1195'AT ALBANY, ABOUT 0.5 MILE WEST OF THE DELAWARE-RANDOLPH COUNTY LINE,
 LA1195'22.5 FEET NORTHEAST OF THE EAST CITY LIMIT SIGN, 39 FEET NORTH
 LA1195'OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET WEST OF POWER POLE
 LA1195'N. F 40/DE 30144, 3.0 FEET SOUTHWEST OF THE SOUTH END OF A FENCE
 LA1195'LINE, 25 FEET EAST OF A HIGHWAY R/W MARKER POST, 1.5 FEET EAST
 LA1195'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 LA1195'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0656 ***********************************************************************
 LA0656  DESIGNATION -  V 221
 LA0656  PID         -  LA0656
 LA0656  STATE/COUNTY-  IN/ALLEN
 LA0656  COUNTRY     -  US
 LA0656  USGS QUAD   -  HOAGLAND (2019)
 LA0656
 LA0656                         *CURRENT SURVEY CONTROL
 LA0656  ______________________________________________________________________
 LA0656* NAD 83(1986) POSITION- 40 55 10.4    (N) 084 58 37.9    (W)   HD_HELD2
 LA0656* NAVD 88 ORTHO HEIGHT -   251.646 (meters)      825.61  (feet) ADJUSTED
 LA0656  ______________________________________________________________________
 LA0656  GEOID HEIGHT    -        -33.305 (meters)                     GEOID18
 LA0656  DYNAMIC HEIGHT  -        251.539 (meters)      825.26  (feet) COMP
 LA0656  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 LA0656
 LA0656  VERT ORDER      -  SECOND    CLASS 0
 LA0656
 LA0656.The horizontal coordinates were established by autonomous hand held GPS
 LA0656.observations and have an estimated accuracy of +/- 10 meters.
 LA0656
 LA0656.The orthometric height was determined by differential leveling and
 LA0656.adjusted by the NATIONAL GEODETIC SURVEY
 LA0656.in June 1991.
 LA0656
 LA0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0656.GEOID18 height accuracy estimate available here.
 LA0656
 LA0656.Click photographs - Photos may exist for this station.
 LA0656
 LA0656.The dynamic height is computed by dividing the NAVD 88
 LA0656.geopotential number by the normal gravity value computed on the
 LA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0656.degrees latitude (g = 980.6199 gals.).
 LA0656
 LA0656.The modeled gravity was interpolated from observed gravity values.
 LA0656
 LA0656;                    North         East    Units  Estimated Accuracy
 LA0656;SPC IN E     -   629,854.      158,078.      MT  (+/- 10 meters HH2 GPS)
 LA0656
 LA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7033231796(NAD 83)
 LA0656
 LA0656                          SUPERSEDED SURVEY CONTROL
 LA0656
 LA0656  NGVD 29 (??/??/92)  251.799  (m)          826.11   (f) ADJ UNCH    2 0
 LA0656
 LA0656.Superseded values are not recommended for survey control.
 LA0656
 LA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0656.See file dsdata.pdf to determine how the superseded data were derived.
 LA0656
 LA0656_MARKER: DB = BENCH MARK DISK
 LA0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0656_STAMPING: V 221 1947
 LA0656_MARK LOGO: CGS
 LA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0656+STABILITY: SURFACE MOTION
 LA0656
 LA0656  HISTORY     - Date     Condition        Report By
 LA0656  HISTORY     - 1947     MONUMENTED       CGS
 LA0656
 LA0656                          STATION DESCRIPTION
 LA0656
 LA0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0656'AT BINGEN.
 LA0656'AT BINGEN, AT THE COUNTY LINE CROSS ROAD (ADAMS-ALLEN COUNTY
 LA0656'LINE), 105 FEET NORTH OF THE CENTER LINE OF THE COUNTY LINE
 LA0656'ROAD, 16 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 87
 LA0656'FEET NORTH OF A FENCE CORNER, 15.5 FEET SOUTH OF A TELEPHONE
 LA0656'POLE, 1.3 FEET EAST OF THE CENTER LINE, 2 FEET SOUTH OF A
 LA0656'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LA0656'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0730 ***********************************************************************
 LA0730  DESIGNATION -  V 222
 LA0730  PID         -  LA0730
 LA0730  STATE/COUNTY-  IN/ALLEN
 LA0730  COUNTRY     -  US
 LA0730  USGS QUAD   -  DIXON (2019)
 LA0730
 LA0730                         *CURRENT SURVEY CONTROL
 LA0730  ______________________________________________________________________
 LA0730* NAD 83(1986) POSITION- 40 55 17.01   (N) 084 51 42.94   (W)   HD_HELD1
 LA0730* NAVD 88 ORTHO HEIGHT -   250.184 (meters)      820.81  (feet) ADJUSTED
 LA0730  ______________________________________________________________________
 LA0730  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 LA0730  DYNAMIC HEIGHT  -        250.078 (meters)      820.46  (feet) COMP
 LA0730  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 LA0730
 LA0730  VERT ORDER      -  SECOND    CLASS 0
 LA0730
 LA0730.The horizontal coordinates were determined by differentially corrected
 LA0730.hand held GPS observations or other comparable positioning techniques
 LA0730.and have an estimated accuracy of +/- 3 meters.
 LA0730
 LA0730.The orthometric height was determined by differential leveling and
 LA0730.adjusted by the NATIONAL GEODETIC SURVEY
 LA0730.in June 1991.
 LA0730
 LA0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0730.GEOID18 height accuracy estimate available here.
 LA0730
 LA0730.Click photographs - Photos may exist for this station.
 LA0730
 LA0730.The dynamic height is computed by dividing the NAVD 88
 LA0730.geopotential number by the normal gravity value computed on the
 LA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0730.degrees latitude (g = 980.6199 gals.).
 LA0730
 LA0730.The modeled gravity was interpolated from observed gravity values.
 LA0730
 LA0730;                    North         East    Units  Estimated Accuracy
 LA0730;SPC IN E     -   630,140.6     167,785.3     MT  (+/- 3 meters HH1 GPS) 
 LA0730
 LA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8003432231(NAD 83)
 LA0730
 LA0730                          SUPERSEDED SURVEY CONTROL
 LA0730
 LA0730  NGVD 29 (??/??/92)  250.339  (m)          821.32   (f) ADJ UNCH    2 0
 LA0730
 LA0730.Superseded values are not recommended for survey control.
 LA0730
 LA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0730.See file dsdata.pdf to determine how the superseded data were derived.
 LA0730
 LA0730_MARKER: DB = BENCH MARK DISK
 LA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0730_STAMPING: V 222 1947
 LA0730_MARK LOGO: CGS
 LA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0730+STABILITY: SURFACE MOTION
 LA0730
 LA0730  HISTORY     - Date     Condition        Report By
 LA0730  HISTORY     - 1947     MONUMENTED       CGS
 LA0730
 LA0730                          STATION DESCRIPTION
 LA0730
 LA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0730'3.9 MI S FROM MONROEVILLE.
 LA0730'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST
 LA0730'OFFICE AT MONROEVILLE, ABOUT 1.0 MILE SOUTH OF THE CROSSROADS
 LA0730'AND CHURCH AT EAST LIBERTY, AT A CROSS ROAD AND THE ADAMS-ALLEN
 LA0730'COUNTY LINE, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 117
 LA0730'FEET NORTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 92 FEET
 LA0730'NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 6 FEET
 LA0730'SOUTH OF TELEPHONE POLE NO. R 22201, 2 FEET NORTH OF A HIGHWAY
 LA0730'R/W MARKER POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0730'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0730'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0480 ***********************************************************************
 LA0480  DESIGNATION -  V 223
 LA0480  PID         -  LA0480
 LA0480  STATE/COUNTY-  IN/ADAMS
 LA0480  COUNTRY     -  US
 LA0480  USGS QUAD   -  WREN (2016)
 LA0480
 LA0480                         *CURRENT SURVEY CONTROL
 LA0480  ______________________________________________________________________
 LA0480* NAD 83(1986) POSITION- 40 48 48.     (N) 084 51 17.     (W)   SCALED
 LA0480* NAVD 88 ORTHO HEIGHT -   246.341 (meters)      808.20  (feet) ADJUSTED
 LA0480  ______________________________________________________________________
 LA0480  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LA0480  DYNAMIC HEIGHT  -        246.233 (meters)      807.85  (feet) COMP
 LA0480  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 LA0480
 LA0480  VERT ORDER      -  SECOND    CLASS 0
 LA0480
 LA0480.The horizontal coordinates were scaled from a map and have
 LA0480.an estimated accuracy of +/- 6 seconds.
 LA0480
 LA0480.The orthometric height was determined by differential leveling and
 LA0480.adjusted by the NATIONAL GEODETIC SURVEY
 LA0480.in June 1991.
 LA0480
 LA0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0480.GEOID18 height accuracy estimate available here.
 LA0480
 LA0480.Click photographs - Photos may exist for this station.
 LA0480
 LA0480.The dynamic height is computed by dividing the NAVD 88
 LA0480.geopotential number by the normal gravity value computed on the
 LA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0480.degrees latitude (g = 980.6199 gals.).
 LA0480
 LA0480.The modeled gravity was interpolated from observed gravity values.
 LA0480
 LA0480;                    North         East    Units  Estimated Accuracy
 LA0480;SPC IN E     -   618,150.      168,500.      MT  (+/- 180 meters Scaled)
 LA0480
 LA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL809202(NAD 83)
 LA0480
 LA0480                          SUPERSEDED SURVEY CONTROL
 LA0480
 LA0480  NGVD 29 (??/??/92)  246.498  (m)          808.72   (f) ADJ UNCH    2 0
 LA0480
 LA0480.Superseded values are not recommended for survey control.
 LA0480
 LA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0480.See file dsdata.pdf to determine how the superseded data were derived.
 LA0480
 LA0480_MARKER: DB = BENCH MARK DISK
 LA0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0480_SP_SET: CULVERT HEADWALL
 LA0480_STAMPING: V 223 1947
 LA0480_MARK LOGO: CGS
 LA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0480+STABILITY: SURFACE MOTION
 LA0480
 LA0480  HISTORY     - Date     Condition        Report By
 LA0480  HISTORY     - 1947     MONUMENTED       CGS
 LA0480  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LA0480
 LA0480                          STATION DESCRIPTION
 LA0480
 LA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0480'3.8 MI E FROM DECATUR.
 LA0480'ABOUT 3.75 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0480'AT DECATUR, ABOUT 0.25 MILE WEST OF MILE POST M 92, ABOUT 0.3
 LA0480'MILE WEST OF AN EAST-WEST ROAD CROSSING, IN THE TOP OF THE
 LA0480'WEST END OF THE NORTH HEAD WALL OF A 10-FOOT CONCRETE AND STONE
 LA0480'CULVERT NO. 92/24, 5.5 FEET NORTH OF AND ABOUT 1 FOOT BELOW THE
 LA0480'NORTH RAIL OF THE NORTH TRACK.
 LA0480
 LA0480                          STATION RECOVERY (1983)
 LA0480
 LA0480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LA0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0740 ***********************************************************************
 LA0740  DESIGNATION -  V 224
 LA0740  PID         -  LA0740
 LA0740  STATE/COUNTY-  IN/ADAMS
 LA0740  COUNTRY     -  US
 LA0740  USGS QUAD   -  WILLSHIRE (2016)
 LA0740
 LA0740                         *CURRENT SURVEY CONTROL
 LA0740  ______________________________________________________________________
 LA0740* NAD 83(1997) POSITION- 40 44 46.55497(N) 084 51 22.62708(W)   ADJUSTED
 LA0740* NAVD 88 ORTHO HEIGHT -   248.176 (meters)      814.22  (feet) ADJUSTED
 LA0740  ______________________________________________________________________
 LA0740  GEOID HEIGHT    -        -33.515 (meters)                     GEOID18
 LA0740  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 LA0740  DYNAMIC HEIGHT  -        248.064 (meters)      813.86  (feet) COMP
 LA0740  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 LA0740
 LA0740  HORZ ORDER      -  SECOND
 LA0740  VERT ORDER      -  SECOND    CLASS 0
 LA0740
 LA0740.The horizontal coordinates were established by classical geodetic methods
 LA0740.and adjusted by the National Geodetic Survey in May 1999.
 LA0740
 LA0740.The orthometric height was determined by differential leveling and
 LA0740.adjusted by the NATIONAL GEODETIC SURVEY
 LA0740.in June 1991.
 LA0740
 LA0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0740.GEOID18 height accuracy estimate available here.
 LA0740
 LA0740.Click photographs - Photos may exist for this station.
 LA0740
 LA0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0740
 LA0740.The dynamic height is computed by dividing the NAVD 88
 LA0740.geopotential number by the normal gravity value computed on the
 LA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0740.degrees latitude (g = 980.6199 gals.).
 LA0740
 LA0740.The modeled gravity was interpolated from observed gravity values.
 LA0740
 LA0740. The following values were computed from the NAD 83(1997) position.
 LA0740
 LA0740;                    North         East     Units Scale Factor Converg.
 LA0740;SPC IN E     -   610,697.450   168,440.446   MT  1.00002430   +0 31 44.3
 LA0740;SPC IN E     - 2,003,596.55    552,625.03   sFT  1.00002430   +0 31 44.3
 LA0740;UTM  16      - 4,512,801.212   680,985.639   MT  1.00000319   +1 23 58.6
 LA0740
 LA0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0740!SPC IN E     -   0.99996633  x   1.00002430  =   0.99999063
 LA0740!UTM  16      -   0.99996633  x   1.00000319  =   0.99996952
 LA0740
 LA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8098512801(NAD 83)
 LA0740
 LA0740                          SUPERSEDED SURVEY CONTROL
 LA0740
 LA0740  NAD 83(1995)-  40 44 46.55486(N)    084 51 22.62787(W) AD(       ) 2
 LA0740  NAD 83(1986)-  40 44 46.55741(N)    084 51 22.64261(W) AD(       ) 2
 LA0740  NAD 27      -  40 44 46.38760(N)    084 51 22.77000(W) AD(       ) 2
 LA0740  NGVD 29 (??/??/92)  248.331  (m)          814.73   (f) ADJ UNCH    2 0
 LA0740  NGVD 29             248.33   (m)          814.7    (f) LEVELING    3  
 LA0740
 LA0740.Superseded values are not recommended for survey control.
 LA0740
 LA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0740.See file dsdata.pdf to determine how the superseded data were derived.
 LA0740
 LA0740_MARKER: DB = BENCH MARK DISK
 LA0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0740_STAMPING: V 224 1947
 LA0740_MARK LOGO: CGS
 LA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0740+STABILITY: SURFACE MOTION
 LA0740
 LA0740  HISTORY     - Date     Condition        Report By
 LA0740  HISTORY     - 1947     MONUMENTED       CGS
 LA0740  HISTORY     - 1955     GOOD             CGS
 LA0740  HISTORY     - 1983     GOOD             NGS
 LA0740
 LA0740                          STATION DESCRIPTION
 LA0740
 LA0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0740'4.4 MI E FROM MONROE.
 LA0740'ABOUT 4.4 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 LA0740'WITH THE PENNSYLVANIA RAILROAD AT MONROE, ABOUT 0.8 MILE WEST
 LA0740'OF THE JUNCTION OF STATE HIGHWAY 101-NORTH, AT A CROSS ROAD
 LA0740'(GRAVEL NORTH AND BLACK TOP SOUTH), 40 FEET SOUTH OF THE CENTER
 LA0740'LINE OF THE HIGHWAY, 78 FEET WEST OF THE CENTER LINE OF THE BLACK
 LA0740'TOP ROAD SOUTH, 20 FEET NORTHEAST OF A FENCE CORNER, 2.5 FEET
 LA0740'EAST OF A HIGHWAY R/W MARKER POST, 2.0 FEET NORTHWEST OF A WHITE
 LA0740'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0740'THE TOP OF A CONCRETE POST PROJECTING 2 IN.  NOTE-- ESTABLISHED
 LA0740'AS A REFERENCE MARK FOR TRIANGULATION STATION SALEM IN JUNE 1955.
 LA0740
 LA0740                          STATION RECOVERY (1955)
 LA0740
 LA0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LA0740'SEE STATION SALEM
 LA0740
 LA0740                          STATION RECOVERY (1983)
 LA0740
 LA0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0567 ***********************************************************************
 LA0567  DESIGNATION -  V 225
 LA0567  PID         -  LA0567
 LA0567  STATE/COUNTY-  IN/ADAMS
 LA0567  COUNTRY     -  US
 LA0567  USGS QUAD   -  BERNE (2019)
 LA0567
 LA0567                         *CURRENT SURVEY CONTROL
 LA0567  ______________________________________________________________________
 LA0567* NAD 83(1986) POSITION- 40 39 29.2    (N) 084 57 06.2    (W)   HD_HELD2
 LA0567* NAVD 88 ORTHO HEIGHT -   258.363 (meters)      847.65  (feet) ADJUSTED
 LA0567  ______________________________________________________________________
 LA0567  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 LA0567  DYNAMIC HEIGHT  -        258.242 (meters)      847.25  (feet) COMP
 LA0567  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 LA0567
 LA0567  VERT ORDER      -  SECOND    CLASS 0
 LA0567
 LA0567.The horizontal coordinates were established by autonomous hand held GPS
 LA0567.observations and have an estimated accuracy of +/- 10 meters.
 LA0567
 LA0567.The orthometric height was determined by differential leveling and
 LA0567.adjusted by the NATIONAL GEODETIC SURVEY
 LA0567.in June 1991.
 LA0567
 LA0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0567.GEOID18 height accuracy estimate available here.
 LA0567
 LA0567.Click photographs - Photos may exist for this station.
 LA0567
 LA0567.The dynamic height is computed by dividing the NAVD 88
 LA0567.geopotential number by the normal gravity value computed on the
 LA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0567.degrees latitude (g = 980.6199 gals.).
 LA0567
 LA0567.The modeled gravity was interpolated from observed gravity values.
 LA0567
 LA0567;                    North         East    Units  Estimated Accuracy
 LA0567;SPC IN E     -   600,838.      160,460.      MT  (+/- 10 meters HH2 GPS)
 LA0567
 LA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7315502822(NAD 83)
 LA0567
 LA0567                          SUPERSEDED SURVEY CONTROL
 LA0567
 LA0567  NGVD 29 (??/??/92)  258.513  (m)          848.14   (f) ADJ UNCH    2 0
 LA0567
 LA0567.Superseded values are not recommended for survey control.
 LA0567
 LA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0567.See file dsdata.pdf to determine how the superseded data were derived.
 LA0567
 LA0567_MARKER: DB = BENCH MARK DISK
 LA0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0567_SP_SET: BUILDING
 LA0567_STAMPING: V 225 1947
 LA0567_MARK LOGO: CGS
 LA0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0567
 LA0567  HISTORY     - Date     Condition        Report By
 LA0567  HISTORY     - 1947     MONUMENTED       CGS
 LA0567  HISTORY     - 1983     GOOD             NGS
 LA0567
 LA0567                          STATION DESCRIPTION
 LA0567
 LA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0567'AT BERNE.
 LA0567'AT BERNE, 0.25 MILE EAST ALONG STATE HIGHWAY 118 FROM THE
 LA0567'INTERSECTION OF U.S. HIGHWAY 27, SET VERTICALLY IN THE NORTH
 LA0567'WALL AT THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 2 FEET
 LA0567'WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 3.4 FEET
 LA0567'ABOVE THE CONCRETE DRIVE WAY.
 LA0567
 LA0567                          STATION RECOVERY (1983)
 LA0567
 LA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0567'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0568 ***********************************************************************
 LA0568  DESIGNATION -  V 226
 LA0568  PID         -  LA0568
 LA0568  STATE/COUNTY-  IN/ADAMS
 LA0568  COUNTRY     -  US
 LA0568  USGS QUAD   -  BERNE (2019)
 LA0568
 LA0568                         *CURRENT SURVEY CONTROL
 LA0568  ______________________________________________________________________
 LA0568* NAD 83(1986) POSITION- 40 39 29.     (N) 084 56 08.     (W)   SCALED
 LA0568* NAVD 88 ORTHO HEIGHT -   254.171 (meters)      833.89  (feet) ADJUSTED
 LA0568  ______________________________________________________________________
 LA0568  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 LA0568  DYNAMIC HEIGHT  -        254.051 (meters)      833.50  (feet) COMP
 LA0568  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 LA0568
 LA0568  VERT ORDER      -  SECOND    CLASS 0
 LA0568
 LA0568.The horizontal coordinates were scaled from a map and have
 LA0568.an estimated accuracy of +/- 6 seconds.
 LA0568
 LA0568.The orthometric height was determined by differential leveling and
 LA0568.adjusted by the NATIONAL GEODETIC SURVEY
 LA0568.in June 1991.
 LA0568
 LA0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0568.GEOID18 height accuracy estimate available here.
 LA0568
 LA0568.Click photographs - Photos may exist for this station.
 LA0568
 LA0568.The dynamic height is computed by dividing the NAVD 88
 LA0568.geopotential number by the normal gravity value computed on the
 LA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0568.degrees latitude (g = 980.6199 gals.).
 LA0568
 LA0568.The modeled gravity was interpolated from observed gravity values.
 LA0568
 LA0568;                    North         East    Units  Estimated Accuracy
 LA0568;SPC IN E     -   600,840.      161,830.      MT  (+/- 180 meters Scaled)
 LA0568
 LA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL745028(NAD 83)
 LA0568
 LA0568                          SUPERSEDED SURVEY CONTROL
 LA0568
 LA0568  NGVD 29 (??/??/92)  254.321  (m)          834.38   (f) ADJ UNCH    2 0
 LA0568
 LA0568.Superseded values are not recommended for survey control.
 LA0568
 LA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0568.See file dsdata.pdf to determine how the superseded data were derived.
 LA0568
 LA0568_MARKER: DB = BENCH MARK DISK
 LA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0568_STAMPING: V 226 1947
 LA0568_MARK LOGO: CGS
 LA0568_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0568+STABILITY: SURFACE MOTION
 LA0568
 LA0568  HISTORY     - Date     Condition        Report By
 LA0568  HISTORY     - 1947     MONUMENTED       CGS
 LA0568  HISTORY     - 1983     GOOD             NGS
 LA0568
 LA0568                          STATION DESCRIPTION
 LA0568
 LA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0568'0.8 MI E FROM BERNE.
 LA0568'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE
 LA0568'AT BERNE, AT A JOGGED CROSS ROAD, 36 FEET SOUTH OF THE CENTER
 LA0568'LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF THE
 LA0568'ROAD SOUTH, 9 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF
 LA0568'THE FENCE LINE, 6 FEET EAST OF POWER POLE NO. 41803, 2 FEET
 LA0568'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0568'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0568'INCHES.
 LA0568
 LA0568                          STATION RECOVERY (1983)
 LA0568
 LA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0568'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1050 ***********************************************************************
 HA1050  DESIGNATION -  V 227
 HA1050  PID         -  HA1050
 HA1050  STATE/COUNTY-  IN/VANDERBURGH
 HA1050  COUNTRY     -  US
 HA1050  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1050
 HA1050                         *CURRENT SURVEY CONTROL
 HA1050  ______________________________________________________________________
 HA1050* NAD 83(1986) POSITION- 37 58 03.     (N) 087 34 28.     (W)   SCALED
 HA1050* NAVD 88 ORTHO HEIGHT -   117.619 (meters)      385.89  (feet) ADJUSTED
 HA1050  ______________________________________________________________________
 HA1050  GEOID HEIGHT    -        -31.002 (meters)                     GEOID18
 HA1050  DYNAMIC HEIGHT  -        117.538 (meters)      385.62  (feet) COMP
 HA1050  MODELED GRAVITY -    979,938.4   (mgal)                       NAVD 88
 HA1050
 HA1050  VERT ORDER      -  FIRST     CLASS II
 HA1050
 HA1050.The horizontal coordinates were scaled from a map and have
 HA1050.an estimated accuracy of +/- 6 seconds.
 HA1050
 HA1050.The orthometric height was determined by differential leveling and
 HA1050.adjusted by the NATIONAL GEODETIC SURVEY
 HA1050.in June 1991.
 HA1050
 HA1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1050.GEOID18 height accuracy estimate available here.
 HA1050
 HA1050.Click photographs - Photos may exist for this station.
 HA1050
 HA1050.The dynamic height is computed by dividing the NAVD 88
 HA1050.geopotential number by the normal gravity value computed on the
 HA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1050.degrees latitude (g = 980.6199 gals.).
 HA1050
 HA1050.The modeled gravity was interpolated from observed gravity values.
 HA1050
 HA1050;                    North         East    Units  Estimated Accuracy
 HA1050;SPC IN W     -   302,000.      856,850.      MT  (+/- 180 meters Scaled)
 HA1050
 HA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH495023(NAD 83)
 HA1050
 HA1050                          SUPERSEDED SURVEY CONTROL
 HA1050
 HA1050  NGVD 29 (??/??/92)  117.713  (m)          386.20   (f) ADJ UNCH    1 2
 HA1050
 HA1050.Superseded values are not recommended for survey control.
 HA1050
 HA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1050.See file dsdata.pdf to determine how the superseded data were derived.
 HA1050
 HA1050_MARKER: DD = SURVEY DISK
 HA1050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1050_SP_SET: BRIDGE RAILING
 HA1050_STAMPING: V 277 VAN
 HA1050_MARK LOGO: INHD
 HA1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1050
 HA1050  HISTORY     - Date     Condition        Report By
 HA1050  HISTORY     - UNK      MONUMENTED       INHD
 HA1050  HISTORY     - 1965     GOOD             CGS
 HA1050  HISTORY     - 1965     GOOD             CGS
 HA1050
 HA1050                          STATION DESCRIPTION
 HA1050
 HA1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1050'0.4 MI SE FROM EVANSVILLE.
 HA1050'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1050'OFFICE AT EVANSVILLE, THENCE 0.2 MILE SOUTHEAST ALONG RIVERSIDE
 HA1050'DRIVE, AT THE SOUTHEAST END OF A CONCRETE BRIDGE, 30 FEET SOUTHWEST
 HA1050'OF THE CENTER LINE OF THE CONCRETE MEDIAN IN RIVERSIDE DRIVE,
 HA1050'SET IN THE TOP AND 2.6 FEET NORTHWEST OF A 45 DEGREE TURN IN THE
 HA1050'CONCRETE RAILING OF THE BRIDGE, 170 YARDS NORTHWEST OF THE
 HA1050'EXTENDED CENTER LINE OF CHESTNUT STREET, AND 3 1/2 FEET ABOVE
 HA1050'THE LEVEL OF RIVERSIDE DRIVE.
 HA1050
 HA1050                          STATION RECOVERY (1965)
 HA1050
 HA1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1174 ***********************************************************************
 JZ1174  DESIGNATION -  V 228
 JZ1174  PID         -  JZ1174
 JZ1174  STATE/COUNTY-  IN/WAYNE
 JZ1174  COUNTRY     -  US
 JZ1174  USGS QUAD   -  WHITEWATER (2019)
 JZ1174
 JZ1174                         *CURRENT SURVEY CONTROL
 JZ1174  ______________________________________________________________________
 JZ1174* NAD 83(1986) POSITION- 39 54 37.     (N) 084 49 54.     (W)   SCALED
 JZ1174* NAVD 88 ORTHO HEIGHT -   331.118 (meters)     1086.34  (feet) ADJUSTED
 JZ1174  ______________________________________________________________________
 JZ1174  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 JZ1174  DYNAMIC HEIGHT  -        330.925 (meters)     1085.71  (feet) COMP
 JZ1174  MODELED GRAVITY -    980,035.2   (mgal)                       NAVD 88
 JZ1174
 JZ1174  VERT ORDER      -  SECOND    CLASS 0
 JZ1174
 JZ1174.The horizontal coordinates were scaled from a map and have
 JZ1174.an estimated accuracy of +/- 6 seconds.
 JZ1174
 JZ1174.The orthometric height was determined by differential leveling and
 JZ1174.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1174.in June 1991.
 JZ1174
 JZ1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1174.GEOID18 height accuracy estimate available here.
 JZ1174
 JZ1174.Click photographs - Photos may exist for this station.
 JZ1174
 JZ1174.The dynamic height is computed by dividing the NAVD 88
 JZ1174.geopotential number by the normal gravity value computed on the
 JZ1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1174.degrees latitude (g = 980.6199 gals.).
 JZ1174
 JZ1174.The modeled gravity was interpolated from observed gravity values.
 JZ1174
 JZ1174;                    North         East    Units  Estimated Accuracy
 JZ1174;SPC IN E     -   517,890.      171,400.      MT  (+/- 180 meters Scaled)
 JZ1174
 JZ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK853200(NAD 83)
 JZ1174
 JZ1174                          SUPERSEDED SURVEY CONTROL
 JZ1174
 JZ1174  NGVD 29 (??/??/92)  331.258  (m)         1086.80   (f) ADJ UNCH    2 0
 JZ1174
 JZ1174.Superseded values are not recommended for survey control.
 JZ1174
 JZ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1174.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1174
 JZ1174_MARKER: DB = BENCH MARK DISK
 JZ1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1174_SP_SET: ABUTMENT
 JZ1174_STAMPING: V 228 1947
 JZ1174_MARK LOGO: CGS
 JZ1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1174
 JZ1174  HISTORY     - Date     Condition        Report By
 JZ1174  HISTORY     - 1947     MONUMENTED       CGS
 JZ1174
 JZ1174                          STATION DESCRIPTION
 JZ1174
 JZ1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1174'1 MI N FROM MIDDLEBORO.
 JZ1174'1.05 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE OVER
 JZ1174'MIDDLE FORK AT MIDDLEBORO, AT A CROSS ROAD, 61 FEET NORTH OF THE
 JZ1174'CENTER LINE OF THE CROSS ROAD, 14 FEET WEST OF THE CENTER LINE
 JZ1174'OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 JZ1174'OF A 20-FOOT CONCRETE BRIDGE, 1 FOOT WEST OF THE CONCRETE
 JZ1174'BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0429 ***********************************************************************
 LA0429  DESIGNATION -  V 229
 LA0429  PID         -  LA0429
 LA0429  STATE/COUNTY-  IN/RANDOLPH
 LA0429  COUNTRY     -  US
 LA0429  USGS QUAD   -  LYNN (2019)
 LA0429
 LA0429                         *CURRENT SURVEY CONTROL
 LA0429  ______________________________________________________________________
 LA0429* NAD 83(1986) POSITION- 40 02 55.     (N) 084 53 34.     (W)   SCALED
 LA0429* NAVD 88 ORTHO HEIGHT -   367.435 (meters)     1205.49  (feet) ADJUSTED
 LA0429  ______________________________________________________________________
 LA0429  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 LA0429  DYNAMIC HEIGHT  -        367.231 (meters)     1204.82  (feet) COMP
 LA0429  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 LA0429
 LA0429  VERT ORDER      -  SECOND    CLASS 0
 LA0429
 LA0429.The horizontal coordinates were scaled from a map and have
 LA0429.an estimated accuracy of +/- 6 seconds.
 LA0429
 LA0429.The orthometric height was determined by differential leveling and
 LA0429.adjusted by the NATIONAL GEODETIC SURVEY
 LA0429.in June 1991.
 LA0429
 LA0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0429.GEOID18 height accuracy estimate available here.
 LA0429
 LA0429.Click photographs - Photos may exist for this station.
 LA0429
 LA0429.The dynamic height is computed by dividing the NAVD 88
 LA0429.geopotential number by the normal gravity value computed on the
 LA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0429.degrees latitude (g = 980.6199 gals.).
 LA0429
 LA0429.The modeled gravity was interpolated from observed gravity values.
 LA0429
 LA0429;                    North         East    Units  Estimated Accuracy
 LA0429;SPC IN E     -   533,200.      166,040.      MT  (+/- 180 meters Scaled)
 LA0429
 LA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK797352(NAD 83)
 LA0429
 LA0429                          SUPERSEDED SURVEY CONTROL
 LA0429
 LA0429  NGVD 29 (??/??/92)  367.571  (m)         1205.94   (f) ADJ UNCH    2 0
 LA0429
 LA0429.Superseded values are not recommended for survey control.
 LA0429
 LA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0429.See file dsdata.pdf to determine how the superseded data were derived.
 LA0429
 LA0429_MARKER: DB = BENCH MARK DISK
 LA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0429_STAMPING: V 229 1947
 LA0429_MARK LOGO: CGS
 LA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0429+STABILITY: SURFACE MOTION
 LA0429
 LA0429  HISTORY     - Date     Condition        Report By
 LA0429  HISTORY     - 1947     MONUMENTED       CGS
 LA0429
 LA0429                          STATION DESCRIPTION
 LA0429
 LA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0429'2.6 MI E FROM LYNN.
 LA0429'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION
 LA0429'OF U.S. HIGHWAY 27 AT LYNN, AT THE JUNCTION OF A ROAD LEADING
 LA0429'NORTH, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 LA0429'EAST OF THE CENTER LINE OF THE ROAD NORTH, 96 FEET WEST OF THE
 LA0429'NORTHWEST CORNER OF A TWO STORY FARM HOUSE, 56.5 FEET NORTH OF
 LA0429'A TELEPHONE POLE, 1.2 FEET WEST OF A GARDEN FENCE, 2.5 FEET NORTH
 LA0429'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD NORTH
 LA0429'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0297 ***********************************************************************
 ME0297  DESIGNATION -  V 23
 ME0297  PID         -  ME0297
 ME0297  STATE/COUNTY-  IN/ST JOSEPH
 ME0297  COUNTRY     -  US
 ME0297  USGS QUAD   -  HAMLET (2019)
 ME0297
 ME0297                         *CURRENT SURVEY CONTROL
 ME0297  ______________________________________________________________________
 ME0297* NAD 83(1986) POSITION- 41 26 26.29   (N) 086 30 53.55   (W)   HD_HELD1
 ME0297* NAVD 88 ORTHO HEIGHT -   213.261 (meters)      699.67  (feet) ADJUSTED
 ME0297  ______________________________________________________________________
 ME0297  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME0297  DYNAMIC HEIGHT  -        213.176 (meters)      699.39  (feet) COMP
 ME0297  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 ME0297
 ME0297  VERT ORDER      -  SECOND    CLASS 0
 ME0297
 ME0297.The horizontal coordinates were determined by differentially corrected
 ME0297.hand held GPS observations or other comparable positioning techniques
 ME0297.and have an estimated accuracy of +/- 3 meters.
 ME0297
 ME0297.The orthometric height was determined by differential leveling and
 ME0297.adjusted by the NATIONAL GEODETIC SURVEY
 ME0297.in June 1991.
 ME0297
 ME0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0297.GEOID18 height accuracy estimate available here.
 ME0297
 ME0297.Click photographs - Photos may exist for this station.
 ME0297
 ME0297.The dynamic height is computed by dividing the NAVD 88
 ME0297.geopotential number by the normal gravity value computed on the
 ME0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0297.degrees latitude (g = 980.6199 gals.).
 ME0297
 ME0297.The modeled gravity was interpolated from observed gravity values.
 ME0297
 ME0297;                    North         East    Units  Estimated Accuracy
 ME0297;SPC IN E     -   687,840.1      29,115.3     MT  (+/- 3 meters HH1 GPS) 
 ME0297
 ME0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4052687787(NAD 83)
 ME0297
 ME0297                          SUPERSEDED SURVEY CONTROL
 ME0297
 ME0297  NGVD 29 (??/??/92)  213.368  (m)          700.02   (f) ADJ UNCH    2 0
 ME0297
 ME0297.Superseded values are not recommended for survey control.
 ME0297
 ME0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0297.See file dsdata.pdf to determine how the superseded data were derived.
 ME0297
 ME0297_MARKER: DB = BENCH MARK DISK
 ME0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0297_STAMPING: V 23 1934
 ME0297_MARK LOGO: CGS
 ME0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0297+STABILITY: SURFACE MOTION
 ME0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0297+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 ME0297
 ME0297  HISTORY     - Date     Condition        Report By
 ME0297  HISTORY     - 1934     MONUMENTED       CGS
 ME0297  HISTORY     - 1985     GOOD             USPSQD
 ME0297  HISTORY     - 20140626 GOOD             LFA
 ME0297
 ME0297                          STATION DESCRIPTION
 ME0297
 ME0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0297'2.4 MI SW FROM WALKERTON.
 ME0297'2.4 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0297'STATION AT WALKERTON, ST. JOSEPH COUNTY, ABOUT 60 YARDS NORTHWEST
 ME0297'OF THE JUNCTION OF VAN NUYS ROAD (COUNTY ROAD 202) AND POPLAR
 ME0297'ROAD (COUNTY ROAD 102), IN THE EAST ANGLE OF THE CROSSING OF POPLAR
 ME0297'ROAD, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET NORTHEAST
 ME0297'OF THE CENTERLINE OF POPLAR ROAD, AND 1 FOOT NORTHWEST OF A
 ME0297'FENCE LINE.  A STANDARD DISK, STAMPED V 23 1934 AND SET IN THE
 ME0297'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ME0297
 ME0297                          STATION RECOVERY (1985)
 ME0297
 ME0297'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0297'ADDITIONAL INFORMATION:--RAILROAD AHS BEEN ABANDONED WITH RAILS AND
 ME0297'TIES REMOVED EXCEPT AT THE CROSSING. MARK IS 42 FEET SOUTH-EAST OF
 ME0297'THE SOUTH-EAST RAIL, 30 FEET EAST OF THE CENTERLINE OF POPLAR ROAD
 ME0297'AND 18 FEET NORTH-EAST OF A FENCE CORNER POST.
 ME0297
 ME0297                          STATION RECOVERY (2014)
 ME0297
 ME0297'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2014 (SST)
 ME0297'MARK IS 0.50 FEET ABOVE GROUND LEVEL AND MARKED WITH
 ME0297'AN ORANGE WITNESS MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1730 ***********************************************************************
 JZ1730  DESIGNATION -  V 230
 JZ1730  PID         -  JZ1730
 JZ1730  STATE/COUNTY-  IN/WAYNE
 JZ1730  COUNTRY     -  US
 JZ1730  USGS QUAD   -  GREENS FORK (2019)
 JZ1730
 JZ1730                         *CURRENT SURVEY CONTROL
 JZ1730  ______________________________________________________________________
 JZ1730* NAD 83(1986) POSITION- 39 58 32.     (N) 085 04 17.     (W)   SCALED
 JZ1730* NAVD 88 ORTHO HEIGHT -   353.514 (meters)     1159.82  (feet) ADJUSTED
 JZ1730  ______________________________________________________________________
 JZ1730  GEOID HEIGHT    -        -33.697 (meters)                     GEOID18
 JZ1730  DYNAMIC HEIGHT  -        353.316 (meters)     1159.17  (feet) COMP
 JZ1730  MODELED GRAVITY -    980,056.0   (mgal)                       NAVD 88
 JZ1730
 JZ1730  VERT ORDER      -  SECOND    CLASS 0
 JZ1730
 JZ1730.The horizontal coordinates were scaled from a map and have
 JZ1730.an estimated accuracy of +/- 6 seconds.
 JZ1730
 JZ1730.The orthometric height was determined by differential leveling and
 JZ1730.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1730.in June 1991.
 JZ1730
 JZ1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1730.GEOID18 height accuracy estimate available here.
 JZ1730
 JZ1730.Click photographs - Photos may exist for this station.
 JZ1730
 JZ1730.The dynamic height is computed by dividing the NAVD 88
 JZ1730.geopotential number by the normal gravity value computed on the
 JZ1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1730.degrees latitude (g = 980.6199 gals.).
 JZ1730
 JZ1730.The modeled gravity was interpolated from observed gravity values.
 JZ1730
 JZ1730;                    North         East    Units  Estimated Accuracy
 JZ1730;SPC IN E     -   524,970.      150,850.      MT  (+/- 180 meters Scaled)
 JZ1730
 JZ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK646268(NAD 83)
 JZ1730
 JZ1730                          SUPERSEDED SURVEY CONTROL
 JZ1730
 JZ1730  NGVD 29 (??/??/92)  353.652  (m)         1160.27   (f) ADJ UNCH    2 0
 JZ1730
 JZ1730.Superseded values are not recommended for survey control.
 JZ1730
 JZ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1730.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1730
 JZ1730_MARKER: DB = BENCH MARK DISK
 JZ1730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1730_SP_SET: CULVERT HEADWALL
 JZ1730_STAMPING: V 230 1947
 JZ1730_MARK LOGO: CGS
 JZ1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1730+STABILITY: SURFACE MOTION
 JZ1730
 JZ1730  HISTORY     - Date     Condition        Report By
 JZ1730  HISTORY     - 1947     MONUMENTED       CGS
 JZ1730  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 JZ1730
 JZ1730                          STATION DESCRIPTION
 JZ1730
 JZ1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1730'0.9 MI E FROM ECONOMY.
 JZ1730'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL AT
 JZ1730'ECONOMY, ABOUT 0.45 MILE WEST OF A CROSS ROAD, ABOUT 0.6 MILE
 JZ1730'WEST OF THE CROSSING OF A POWER TRANSMISSION LINE, ABOUT 55 YARDS
 JZ1730'WEST OF A CEDAR FLANKED DRIVE TO A FARM HOUSE, IN THE TOP OF THE
 JZ1730'WEST END OF THE NORTH HEAD WALL OF A 3-FOOT CONCRETE CULVERT,
 JZ1730'20 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JZ1730'HIGHWAY.
 JZ1730
 JZ1730                          STATION RECOVERY (2017)
 JZ1730
 JZ1730'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 JZ1730'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0301 ***********************************************************************
 LA0301  DESIGNATION -  V 231
 LA0301  PID         -  LA0301
 LA0301  STATE/COUNTY-  IN/JAY
 LA0301  COUNTRY     -  US
 LA0301  USGS QUAD   -  DEERFIELD (2019)
 LA0301
 LA0301                         *CURRENT SURVEY CONTROL
 LA0301  ______________________________________________________________________
 LA0301* NAD 83(1986) POSITION- 40 18 33.     (N) 084 56 53.     (W)   SCALED
 LA0301* NAVD 88 ORTHO HEIGHT -   305.880 (meters)     1003.54  (feet) ADJUSTED
 LA0301  ______________________________________________________________________
 LA0301  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 LA0301  DYNAMIC HEIGHT  -        305.724 (meters)     1003.03  (feet) COMP
 LA0301  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 LA0301
 LA0301  VERT ORDER      -  SECOND    CLASS 0
 LA0301
 LA0301.The horizontal coordinates were scaled from a map and have
 LA0301.an estimated accuracy of +/- 6 seconds.
 LA0301
 LA0301.The orthometric height was determined by differential leveling and
 LA0301.adjusted by the NATIONAL GEODETIC SURVEY
 LA0301.in June 1991.
 LA0301
 LA0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0301.GEOID18 height accuracy estimate available here.
 LA0301
 LA0301.Click photographs - Photos may exist for this station.
 LA0301
 LA0301.The dynamic height is computed by dividing the NAVD 88
 LA0301.geopotential number by the normal gravity value computed on the
 LA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0301.degrees latitude (g = 980.6199 gals.).
 LA0301
 LA0301.The modeled gravity was interpolated from observed gravity values.
 LA0301
 LA0301;                    North         East    Units  Estimated Accuracy
 LA0301;SPC IN E     -   562,090.      161,090.      MT  (+/- 180 meters Scaled)
 LA0301
 LA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK743640(NAD 83)
 LA0301
 LA0301                          SUPERSEDED SURVEY CONTROL
 LA0301
 LA0301  NGVD 29 (??/??/92)  306.030  (m)         1004.03   (f) ADJ UNCH    2 0
 LA0301
 LA0301.Superseded values are not recommended for survey control.
 LA0301
 LA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0301.See file dsdata.pdf to determine how the superseded data were derived.
 LA0301
 LA0301_MARKER: DB = BENCH MARK DISK
 LA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0301_STAMPING: V 231 1947
 LA0301_MARK LOGO: CGS
 LA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0301+STABILITY: SURFACE MOTION
 LA0301
 LA0301  HISTORY     - Date     Condition        Report By
 LA0301  HISTORY     - 1947     MONUMENTED       CGS
 LA0301
 LA0301                          STATION DESCRIPTION
 LA0301
 LA0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0301'2.8 MI W FROM NEW PITTSBURG.
 LA0301'ABOUT 2.85 MILES WEST LONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0301'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, ABOUT 0.5 MILE
 LA0301'WEST OF A NORTH-SOUTH GRAVEL CROSS ROAD, AT A FENCE CORNER ON THE
 LA0301'NORTH SIDE OF THE ROAD, 200 FEET NORTHEAST AND ACROSS THE ROAD
 LA0301'FROM THE NORTHEAST CORNER OF A TWO STORY WHITE FARM HOUSE, 96
 LA0301'FEET NORTHWEST AND ACROSS THE ROAD FROM A T FENCE CORNER IN
 LA0301'THE SOUTH RIGHT-OF-WAY FENCE, 23 FEET NORTH OF THE CENTER LINE
 LA0301'OF THE ROAD 4.5 FEET NORTH EAST OF THE FENCE CORNER, 2 FEET
 LA0301'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LA0301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0331 ***********************************************************************
 LA0331  DESIGNATION -  V 232
 LA0331  PID         -  LA0331
 LA0331  STATE/COUNTY-  IN/JAY
 LA0331  COUNTRY     -  US
 LA0331  USGS QUAD   -  PORTLAND (2019)
 LA0331
 LA0331                         *CURRENT SURVEY CONTROL
 LA0331  ______________________________________________________________________
 LA0331* NAD 83(1986) POSITION- 40 25 05.     (N) 084 53 50.     (W)   SCALED
 LA0331* NAVD 88 ORTHO HEIGHT -   280.843 (meters)      921.40  (feet) ADJUSTED
 LA0331  ______________________________________________________________________
 LA0331  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LA0331  DYNAMIC HEIGHT  -        280.705 (meters)      920.95  (feet) COMP
 LA0331  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 LA0331
 LA0331  VERT ORDER      -  SECOND    CLASS 0
 LA0331
 LA0331.The horizontal coordinates were scaled from a map and have
 LA0331.an estimated accuracy of +/- 6 seconds.
 LA0331
 LA0331.The orthometric height was determined by differential leveling and
 LA0331.adjusted by the NATIONAL GEODETIC SURVEY
 LA0331.in June 1991.
 LA0331
 LA0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0331.GEOID18 height accuracy estimate available here.
 LA0331
 LA0331.Click photographs - Photos may exist for this station.
 LA0331
 LA0331.The dynamic height is computed by dividing the NAVD 88
 LA0331.geopotential number by the normal gravity value computed on the
 LA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0331.degrees latitude (g = 980.6199 gals.).
 LA0331
 LA0331.The modeled gravity was interpolated from observed gravity values.
 LA0331
 LA0331;                    North         East    Units  Estimated Accuracy
 LA0331;SPC IN E     -   574,220.      165,300.      MT  (+/- 180 meters Scaled)
 LA0331
 LA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK783762(NAD 83)
 LA0331
 LA0331                          SUPERSEDED SURVEY CONTROL
 LA0331
 LA0331  NGVD 29 (??/??/92)  280.998  (m)          921.91   (f) ADJ UNCH    2 0
 LA0331
 LA0331.Superseded values are not recommended for survey control.
 LA0331
 LA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0331.See file dsdata.pdf to determine how the superseded data were derived.
 LA0331
 LA0331_MARKER: DB = BENCH MARK DISK
 LA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0331_STAMPING: V 232 1947
 LA0331_MARK LOGO: CGS
 LA0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0331+STABILITY: SURFACE MOTION
 LA0331
 LA0331  HISTORY     - Date     Condition        Report By
 LA0331  HISTORY     - 1947     MONUMENTED       CGS
 LA0331  HISTORY     - 19870730 GOOD             NGS
 LA0331
 LA0331                          STATION DESCRIPTION
 LA0331
 LA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0331'AT BRICE.
 LA0331'AT BRICE, ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 176
 LA0331'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL ROAD, 92 FEET
 LA0331'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 11 FEET NORTHWEST OF A
 LA0331'T FENCE CORNER, 8 FEET WEST OF A TELEGRAPH POLE, 6 FEET NORTH
 LA0331'OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0331'2 FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 LA0331'PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT 4.7 MILES EAST ALONG
 LA0331'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD FROM THE STATION AT
 LA0331'PORTLAND, JAY COUNTY.
 LA0331
 LA0331                          STATION RECOVERY (1987)
 LA0331
 LA0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LA0331'FROM THE POST OFFICE IN PORTLAND AT THE JUNCTION OF U.S. HIGHWAY 27
 LA0331'AND STATE ROUTE 26 EAST, GO SOUTH ON HIGHWAY 27 FOR 1.55 MILES (2.49
 LA0331'KM) TO A CROSSROAD, COUNTY ROAD 120.  TURN LEFT AND GO EAST ON COUNTY
 LA0331'ROAD 120 S FOR 4.4 MILES (7.1 KM) TO A CROSSROAD, COUNTY ROAD 185 E.,
 LA0331'TURN LEFT AND GO NORTH FOR 0.45 MILES (0.72 KM) TO A RAILROAD
 LA0331'CROSSING IN BRICE AND THE STATION ON THE LEFT, JUST TO THE NORTHWEST
 LA0331'OF MR. CORWIN CAMPBELLS HOUSE AND YARD.  LOCATED 176.0 FEET (53.6 M)
 LA0331'WEST FROM THE CENTER OF COUNTY ROAD 185 E., 92.0 FEET (28.0 M) SOUTH
 LA0331'FROM THE SOUTH RAIL OF RAILROAD TRACK, 11.0 FEET (3.4 M) NORTHWEST OF
 LA0331'A FENCE CORNER AND 6.0 FEET (1.8 M) NORTH FROM AN EAST-WEST FENCE
 LA0331'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1272 ***********************************************************************
 LA1272  DESIGNATION -  V 234
 LA1272  PID         -  LA1272
 LA1272  STATE/COUNTY-  IN/MADISON
 LA1272  COUNTRY     -  US
 LA1272  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1272
 LA1272                         *CURRENT SURVEY CONTROL
 LA1272  ______________________________________________________________________
 LA1272* NAD 83(1986) POSITION- 40 00 32.     (N) 085 44 17.     (W)   SCALED
 LA1272* NAVD 88 ORTHO HEIGHT -   265.664 (meters)      871.60  (feet) ADJUSTED
 LA1272  ______________________________________________________________________
 LA1272  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 LA1272  DYNAMIC HEIGHT  -        265.517 (meters)      871.12  (feet) COMP
 LA1272  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 LA1272
 LA1272  VERT ORDER      -  FIRST     CLASS II
 LA1272
 LA1272.The horizontal coordinates were scaled from a map and have
 LA1272.an estimated accuracy of +/- 6 seconds.
 LA1272
 LA1272.The orthometric height was determined by differential leveling and
 LA1272.adjusted by the NATIONAL GEODETIC SURVEY
 LA1272.in June 1991.
 LA1272
 LA1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1272.GEOID18 height accuracy estimate available here.
 LA1272
 LA1272.Click photographs - Photos may exist for this station.
 LA1272
 LA1272.The dynamic height is computed by dividing the NAVD 88
 LA1272.geopotential number by the normal gravity value computed on the
 LA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1272.degrees latitude (g = 980.6199 gals.).
 LA1272
 LA1272.The modeled gravity was interpolated from observed gravity values.
 LA1272
 LA1272;                    North         East    Units  Estimated Accuracy
 LA1272;SPC IN E     -   528,510.       93,910.      MT  (+/- 180 meters Scaled)
 LA1272
 LA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK077295(NAD 83)
 LA1272
 LA1272                          SUPERSEDED SURVEY CONTROL
 LA1272
 LA1272  NGVD 29 (??/??/92)  265.798  (m)          872.04   (f) ADJ UNCH    1 2
 LA1272
 LA1272.Superseded values are not recommended for survey control.
 LA1272
 LA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1272.See file dsdata.pdf to determine how the superseded data were derived.
 LA1272
 LA1272_MARKER: DB = BENCH MARK DISK
 LA1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1272_SP_SET: BRIDGE
 LA1272_STAMPING: V 234 1947
 LA1272_MARK LOGO: CGS
 LA1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1272
 LA1272  HISTORY     - Date     Condition        Report By
 LA1272  HISTORY     - 1947     MONUMENTED       CGS
 LA1272
 LA1272                          STATION DESCRIPTION
 LA1272
 LA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1272'0.6 MI N FROM PENDLETON.
 LA1272'ABOUT 0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1272'THE STATION AT PENDLETON, ABOUT 3 RAILS SOUTH OF MILE POST
 LA1272'255, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF
 LA1272'A CONCRETE BRIDGE OVER FALL CREEK, 7.3 FEET WEST OF THE WEST
 LA1272'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1575 ***********************************************************************
 KA1575  DESIGNATION -  V 236
 KA1575  PID         -  KA1575
 KA1575  STATE/COUNTY-  IN/MARION
 KA1575  COUNTRY     -  US
 KA1575  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1575
 KA1575                         *CURRENT SURVEY CONTROL
 KA1575  ______________________________________________________________________
 KA1575* NAD 83(1986) POSITION- 39 52 08.     (N) 086 00 05.     (W)   SCALED
 KA1575* NAVD 88 ORTHO HEIGHT -   256.830 (meters)      842.62  (feet) ADJUSTED
 KA1575  ______________________________________________________________________
 KA1575  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 KA1575  DYNAMIC HEIGHT  -        256.686 (meters)      842.14  (feet) COMP
 KA1575  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 KA1575
 KA1575  VERT ORDER      -  SECOND    CLASS 0
 KA1575
 KA1575.The horizontal coordinates were scaled from a map and have
 KA1575.an estimated accuracy of +/- 6 seconds.
 KA1575
 KA1575.The orthometric height was determined by differential leveling and
 KA1575.adjusted by the NATIONAL GEODETIC SURVEY
 KA1575.in June 1991.
 KA1575
 KA1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1575.GEOID18 height accuracy estimate available here.
 KA1575
 KA1575.Click photographs - Photos may exist for this station.
 KA1575
 KA1575.The dynamic height is computed by dividing the NAVD 88
 KA1575.geopotential number by the normal gravity value computed on the
 KA1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1575.degrees latitude (g = 980.6199 gals.).
 KA1575
 KA1575.The modeled gravity was interpolated from observed gravity values.
 KA1575
 KA1575;                    North         East    Units  Estimated Accuracy
 KA1575;SPC IN E     -   513,010.       71,360.      MT  (+/- 180 meters Scaled)
 KA1575
 KA1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK854136(NAD 83)
 KA1575
 KA1575                          SUPERSEDED SURVEY CONTROL
 KA1575
 KA1575  NGVD 29 (??/??/92)  256.967  (m)          843.07   (f) ADJ UNCH    2 0
 KA1575
 KA1575.Superseded values are not recommended for survey control.
 KA1575
 KA1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1575.See file dsdata.pdf to determine how the superseded data were derived.
 KA1575
 KA1575_MARKER: DB = BENCH MARK DISK
 KA1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1575_STAMPING: V 236 1947
 KA1575_MARK LOGO: CGS
 KA1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1575+STABILITY: SURFACE MOTION
 KA1575
 KA1575  HISTORY     - Date     Condition        Report By
 KA1575  HISTORY     - 1947     MONUMENTED       CGS
 KA1575  HISTORY     - 19880730 GOOD             LOCENG
 KA1575  HISTORY     - 19950925 POOR             USPSQD
 KA1575
 KA1575                          STATION DESCRIPTION
 KA1575
 KA1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA1575'1.9 MI NE FROM FORT BENJAMIN HARRISON.
 KA1575'ABOUT 0.9 MILE NORTH ALONG GREENE AVENUE, THENCE ABOUT 0.5 MILE
 KA1575'EAST ALONG SHAFTER AVENUE, THENCE ABOUT 0.5 MILE NORTH ALONG LEE
 KA1575'ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 35.5 FEET
 KA1575'WEST OF THE CENTER LINE OF THE LEE ROAD, 21.5 FEET SOUTH OF THE
 KA1575'CENTER LINE OF THE SIDE ROAD, 39 FEET EAST OF A 40-INCH IRON-WOOD
 KA1575'TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 KA1575'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1575'6 INCHES.
 KA1575
 KA1575                          STATION RECOVERY (1988)
 KA1575
 KA1575'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA1575'RECOVERED IN GOOD CONDITION.
 KA1575
 KA1575                          STATION RECOVERY (1995)
 KA1575
 KA1575'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1575'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2460 ***********************************************************************
 JZ2460  DESIGNATION -  V 237
 JZ2460  PID         -  JZ2460
 JZ2460  STATE/COUNTY-  IN/HANCOCK
 JZ2460  COUNTRY     -  US
 JZ2460  USGS QUAD   -  CUMBERLAND (2019)
 JZ2460
 JZ2460                         *CURRENT SURVEY CONTROL
 JZ2460  ______________________________________________________________________
 JZ2460* NAD 83(1986) POSITION- 39 52 10.     (N) 085 57 13.     (W)   SCALED
 JZ2460* NAVD 88 ORTHO HEIGHT -   260.417 (meters)      854.38  (feet) ADJUSTED
 JZ2460  ______________________________________________________________________
 JZ2460  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JZ2460  DYNAMIC HEIGHT  -        260.270 (meters)      853.90  (feet) COMP
 JZ2460  MODELED GRAVITY -    980,056.8   (mgal)                       NAVD 88
 JZ2460
 JZ2460  VERT ORDER      -  SECOND    CLASS 0
 JZ2460
 JZ2460.The horizontal coordinates were scaled from a map and have
 JZ2460.an estimated accuracy of +/- 6 seconds.
 JZ2460
 JZ2460.The orthometric height was determined by differential leveling and
 JZ2460.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2460.in June 1991.
 JZ2460
 JZ2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2460.GEOID18 height accuracy estimate available here.
 JZ2460
 JZ2460.Click photographs - Photos may exist for this station.
 JZ2460
 JZ2460.The dynamic height is computed by dividing the NAVD 88
 JZ2460.geopotential number by the normal gravity value computed on the
 JZ2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2460.degrees latitude (g = 980.6199 gals.).
 JZ2460
 JZ2460.The modeled gravity was interpolated from observed gravity values.
 JZ2460
 JZ2460;                    North         East    Units  Estimated Accuracy
 JZ2460;SPC IN E     -   513,060.       75,450.      MT  (+/- 180 meters Scaled)
 JZ2460
 JZ2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK894137(NAD 83)
 JZ2460
 JZ2460                          SUPERSEDED SURVEY CONTROL
 JZ2460
 JZ2460  NGVD 29 (??/??/92)  260.550  (m)          854.82   (f) ADJ UNCH    2 0
 JZ2460
 JZ2460.Superseded values are not recommended for survey control.
 JZ2460
 JZ2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2460.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2460
 JZ2460_MARKER: DB = BENCH MARK DISK
 JZ2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2460_STAMPING: V 237 1947
 JZ2460_MARK LOGO: CGS
 JZ2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2460+STABILITY: SURFACE MOTION
 JZ2460
 JZ2460  HISTORY     - Date     Condition        Report By
 JZ2460  HISTORY     - 1947     MONUMENTED       CGS
 JZ2460  HISTORY     - 1973     GOOD             NGS
 JZ2460  HISTORY     - 19940604 MARK NOT FOUND   LOCENG
 JZ2460
 JZ2460                          STATION DESCRIPTION
 JZ2460
 JZ2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2460'0.4 MI S FROM OAKLANDON.
 JZ2460'ABOUT 0.4 MILE SOUTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM
 JZ2460'THE SCHOOL BUILDING AT OAKLANDON, ABOUT 0.2 MILE EAST OF A
 JZ2460'RIGHT ANGLE TURN HAVING TANGENTS EXTENDING NORTH AND EAST, AT
 JZ2460'THE T JUNCTION OF AN EAST-WEST ROAD AND A ROAD LEADING SOUTH TO
 JZ2460'CULBERLAND ALONG THE MARION-HANCOCK COUNTY LINE, IN THE SOUTHEAST
 JZ2460'ANGLE OF THE JUNCTION, 39 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2460'EAST-WEST ROAD, 23.5 FEET EAST OF THE CENTER LINE OF THE COUNTY
 JZ2460'LINE ROAD, 10 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 JZ2460'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2460'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 JZ2460'PROJECTING ABOUT 6 INCHES.
 JZ2460
 JZ2460                          STATION RECOVERY (1973)
 JZ2460
 JZ2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2460'RECOVERED IN GOOD CONDITION.
 JZ2460
 JZ2460                          STATION RECOVERY (1994)
 JZ2460
 JZ2460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DWS)
 JZ2460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2351 ***********************************************************************
 JZ2351  DESIGNATION -  V 238
 JZ2351  PID         -  JZ2351
 JZ2351  STATE/COUNTY-  IN/MARION
 JZ2351  COUNTRY     -  US
 JZ2351  USGS QUAD   -  ACTON (2019)
 JZ2351
 JZ2351                         *CURRENT SURVEY CONTROL
 JZ2351  ______________________________________________________________________
 JZ2351* NAD 83(1986) POSITION- 39 38 47.     (N) 085 57 16.     (W)   SCALED
 JZ2351* NAVD 88 ORTHO HEIGHT -   239.466 (meters)      785.65  (feet) ADJUSTED
 JZ2351  ______________________________________________________________________
 JZ2351  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 JZ2351  DYNAMIC HEIGHT  -        239.330 (meters)      785.20  (feet) COMP
 JZ2351  MODELED GRAVITY -    980,054.0   (mgal)                       NAVD 88
 JZ2351
 JZ2351  VERT ORDER      -  FIRST     CLASS II
 JZ2351
 JZ2351.The horizontal coordinates were scaled from a map and have
 JZ2351.an estimated accuracy of +/- 6 seconds.
 JZ2351
 JZ2351.The orthometric height was determined by differential leveling and
 JZ2351.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2351.in June 1991.
 JZ2351
 JZ2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2351.GEOID18 height accuracy estimate available here.
 JZ2351
 JZ2351.Click photographs - Photos may exist for this station.
 JZ2351
 JZ2351.The dynamic height is computed by dividing the NAVD 88
 JZ2351.geopotential number by the normal gravity value computed on the
 JZ2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2351.degrees latitude (g = 980.6199 gals.).
 JZ2351
 JZ2351.The modeled gravity was interpolated from observed gravity values.
 JZ2351
 JZ2351;                    North         East    Units  Estimated Accuracy
 JZ2351;SPC IN E     -   488,300.       75,300.      MT  (+/- 180 meters Scaled)
 JZ2351
 JZ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ897890(NAD 83)
 JZ2351
 JZ2351                          SUPERSEDED SURVEY CONTROL
 JZ2351
 JZ2351  NGVD 29 (??/??/92)  239.582  (m)          786.03   (f) ADJ UNCH    1 2
 JZ2351
 JZ2351.Superseded values are not recommended for survey control.
 JZ2351
 JZ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2351.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2351
 JZ2351_MARKER: DB = BENCH MARK DISK
 JZ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2351_STAMPING: V 238 1947
 JZ2351_MARK LOGO: CGS
 JZ2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2351+STABILITY: SURFACE MOTION
 JZ2351
 JZ2351  HISTORY     - Date     Condition        Report By
 JZ2351  HISTORY     - 1947     MONUMENTED       CGS
 JZ2351  HISTORY     - 1976     GOOD             LOCSUR
 JZ2351  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2351
 JZ2351                          STATION DESCRIPTION
 JZ2351
 JZ2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2351'0.9 MI SE FROM ACTON.
 JZ2351'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2351'FROM THE STATION AT ACTON, SET IN THE NORTHWEST ANGLE OF A
 JZ2351'GRAVEL ROAD CROSSING AT MILEAGE 95/32, ABOUT 11 RAILS NORTHWEST
 JZ2351'OF SWITCH TOWER D 14, 21.5 FEET NORTHEAST OF THE NORTHEAST
 JZ2351'RAIL OF A SIDE TRACK, 22.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2351'GRAVEL ROAD, 3 FEET SOUTHEAST OF A POWER LINE GUY POLE, 2 FEET
 JZ2351'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2351'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 JZ2351
 JZ2351                          STATION RECOVERY (1976)
 JZ2351
 JZ2351'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2351'RECOVERED IN GOOD CONDITION.
 JZ2351
 JZ2351                          STATION RECOVERY (1986)
 JZ2351
 JZ2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2562 ***********************************************************************
 JZ2562  DESIGNATION -  V 239
 JZ2562  PID         -  JZ2562
 JZ2562  STATE/COUNTY-  IN/SHELBY
 JZ2562  COUNTRY     -  US
 JZ2562  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2562
 JZ2562                         *CURRENT SURVEY CONTROL
 JZ2562  ______________________________________________________________________
 JZ2562* NAD 83(1986) POSITION- 39 34 42.     (N) 085 40 58.     (W)   SCALED
 JZ2562* NAVD 88 ORTHO HEIGHT -   258.284 (meters)      847.39  (feet) ADJUSTED
 JZ2562  ______________________________________________________________________
 JZ2562  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2562  DYNAMIC HEIGHT  -        258.131 (meters)      846.88  (feet) COMP
 JZ2562  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 JZ2562
 JZ2562  VERT ORDER      -  SECOND    CLASS 0
 JZ2562
 JZ2562.The horizontal coordinates were scaled from a map and have
 JZ2562.an estimated accuracy of +/- 6 seconds.
 JZ2562
 JZ2562.The orthometric height was determined by differential leveling and
 JZ2562.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2562.in June 1991.
 JZ2562
 JZ2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2562.GEOID18 height accuracy estimate available here.
 JZ2562
 JZ2562.Click photographs - Photos may exist for this station.
 JZ2562
 JZ2562.The dynamic height is computed by dividing the NAVD 88
 JZ2562.geopotential number by the normal gravity value computed on the
 JZ2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2562.degrees latitude (g = 980.6199 gals.).
 JZ2562
 JZ2562.The modeled gravity was interpolated from observed gravity values.
 JZ2562
 JZ2562;                    North         East    Units  Estimated Accuracy
 JZ2562;SPC IN E     -   480,700.       98,620.      MT  (+/- 180 meters Scaled)
 JZ2562
 JZ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ131817(NAD 83)
 JZ2562
 JZ2562                          SUPERSEDED SURVEY CONTROL
 JZ2562
 JZ2562  NGVD 29 (??/??/92)  258.405  (m)          847.78   (f) ADJ UNCH    2 0
 JZ2562
 JZ2562.Superseded values are not recommended for survey control.
 JZ2562
 JZ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2562.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2562
 JZ2562_MARKER: DB = BENCH MARK DISK
 JZ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2562_STAMPING: V 239 1947
 JZ2562_MARK LOGO: CGS
 JZ2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2562+STABILITY: SURFACE MOTION
 JZ2562
 JZ2562  HISTORY     - Date     Condition        Report By
 JZ2562  HISTORY     - 1947     MONUMENTED       CGS
 JZ2562
 JZ2562                          STATION DESCRIPTION
 JZ2562
 JZ2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2562'2.4 MI N FROM RAYS CROSSING.
 JZ2562'ABOUT 2.35 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2562'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, 106
 JZ2562'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 JZ2562'OF THE BLUE RIVER BAPTIST CHURCH, 21 FEET EAST OF THE CENTER
 JZ2562'LINE OF ROAD, 49 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 JZ2562'FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2
 JZ2562'FEET BELOW ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2562'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1352 ***********************************************************************
 ME1352  DESIGNATION -  V 24
 ME1352  PID         -  ME1352
 ME1352  STATE/COUNTY-  IN/JASPER
 ME1352  COUNTRY     -  US
 ME1352  USGS QUAD   -  DEMOTTE (2019)
 ME1352
 ME1352                         *CURRENT SURVEY CONTROL
 ME1352  ______________________________________________________________________
 ME1352* NAD 83(1986) POSITION- 41 11 43.     (N) 087 14 14.     (W)   SCALED
 ME1352* NAVD 88 ORTHO HEIGHT -   199.094 (meters)      653.19  (feet) ADJUSTED
 ME1352  ______________________________________________________________________
 ME1352  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME1352  DYNAMIC HEIGHT  -        199.009 (meters)      652.92  (feet) COMP
 ME1352  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 ME1352
 ME1352  VERT ORDER      -  SECOND    CLASS 0
 ME1352
 ME1352.The horizontal coordinates were scaled from a map and have
 ME1352.an estimated accuracy of +/- 6 seconds.
 ME1352
 ME1352.The orthometric height was determined by differential leveling and
 ME1352.adjusted by the NATIONAL GEODETIC SURVEY
 ME1352.in June 1991.
 ME1352
 ME1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1352.GEOID18 height accuracy estimate available here.
 ME1352
 ME1352.Click photographs - Photos may exist for this station.
 ME1352
 ME1352.The dynamic height is computed by dividing the NAVD 88
 ME1352.geopotential number by the normal gravity value computed on the
 ME1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1352.degrees latitude (g = 980.6199 gals.).
 ME1352
 ME1352.The modeled gravity was interpolated from observed gravity values.
 ME1352
 ME1352;                    North         East    Units  Estimated Accuracy
 ME1352;SPC IN W     -   660,260.      887,090.      MT  (+/- 180 meters Scaled)
 ME1352
 ME1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL801604(NAD 83)
 ME1352
 ME1352                          SUPERSEDED SURVEY CONTROL
 ME1352
 ME1352  NGVD 29 (??/??/92)  199.183  (m)          653.49   (f) ADJ UNCH    2 0
 ME1352
 ME1352.Superseded values are not recommended for survey control.
 ME1352
 ME1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1352.See file dsdata.pdf to determine how the superseded data were derived.
 ME1352
 ME1352_MARKER: DB = BENCH MARK DISK
 ME1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1352_STAMPING: V 24 1934
 ME1352_MARK LOGO: CGS
 ME1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1352+STABILITY: SURFACE MOTION
 ME1352
 ME1352  HISTORY     - Date     Condition        Report By
 ME1352  HISTORY     - 1934     MONUMENTED       CGS
 ME1352  HISTORY     - 1946     GOOD             CGS
 ME1352  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 ME1352  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1352
 ME1352                          STATION DESCRIPTION
 ME1352
 ME1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1352'2 MI W FROM DEMOTTE.
 ME1352'2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1352'STATION AT DEMOTTE, JASPER COUNTY, IN THE NORTHWEST ANGLE OF A
 ME1352'GRAVEL-ROAD CROSSING, 42 FEET NORTH OF THE NORTH RAIL, 30 FEET WEST
 ME1352'OF THE CENTERLINE OF THE GRAVEL ROAD, 6 FEET NORTHEAST OF A
 ME1352'POLE, 3 FEET SOUTH OF A FENCE CORNER, AND ABOUT 3 FEET LOWER
 ME1352'THAN THE RAIL.  A WHITE WOODEN WITNESS POST WAS SET 2 FEET WEST
 ME1352'OF THE MARK.
 ME1352
 ME1352                          STATION RECOVERY (1989)
 ME1352
 ME1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1352'MARK NOT FOUND.
 ME1352
 ME1352                          STATION RECOVERY (2012)
 ME1352
 ME1352'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2483 ***********************************************************************
 JZ2483  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2483  DESIGNATION -  V 240
 JZ2483  PID         -  JZ2483
 JZ2483  STATE/COUNTY-  IN/HANCOCK
 JZ2483  COUNTRY     -  US
 JZ2483  USGS QUAD   -  INGALLS (2019)
 JZ2483
 JZ2483                         *CURRENT SURVEY CONTROL
 JZ2483  ______________________________________________________________________
 JZ2483* NAD 83(2011) POSITION- 39 54 00.89844(N) 085 50 34.91651(W)   ADJUSTED
 JZ2483* NAD 83(2011) ELLIP HT-   231.842 (meters)        (06/27/12)   ADJUSTED
 JZ2483* NAD 83(2011) EPOCH   -  2010.00
 JZ2483* NAVD 88 ORTHO HEIGHT -   265.654 (meters)      871.57  (feet) ADJUSTED
 JZ2483  ______________________________________________________________________
 JZ2483  GEOID HEIGHT    -        -34.007 (meters)                     GEOID18
 JZ2483  NAD 83(2011) X  -    355,196.581 (meters)                     COMP
 JZ2483  NAD 83(2011) Y  - -4,887,106.463 (meters)                     COMP
 JZ2483  NAD 83(2011) Z  -  4,069,643.649 (meters)                     COMP
 JZ2483  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 JZ2483  DYNAMIC HEIGHT  -        265.505 (meters)      871.08  (feet) COMP
 JZ2483  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 JZ2483
 JZ2483  VERT ORDER      -  SECOND    CLASS 0
 JZ2483
 JZ2483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2483  Standards:
 JZ2483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2483  -------------------------------------------------------------------
 JZ2483  NETWORK    0.57   1.53           0.23   0.23   0.78     -0.20896687
 JZ2483  -------------------------------------------------------------------
 JZ2483  Click here for local accuracies and other accuracy information.
 JZ2483
 JZ2483.The horizontal coordinates were established by GPS observations
 JZ2483.and adjusted by the National Geodetic Survey in June 2012.
 JZ2483
 JZ2483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2483.been affixed to the stable North American tectonic plate. See 
 JZ2483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2483
 JZ2483.The horizontal coordinates are valid at the epoch date displayed above
 JZ2483.which is a decimal equivalence of Year/Month/Day.
 JZ2483
 JZ2483.The orthometric height was determined by differential leveling and
 JZ2483.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2483.in June 1991.
 JZ2483
 JZ2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2483.GEOID18 height accuracy estimate available here.
 JZ2483
 JZ2483.Click photographs - Photos may exist for this station.
 JZ2483
 JZ2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2483
 JZ2483.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2483
 JZ2483.The ellipsoidal height was determined by GPS observations
 JZ2483.and is referenced to NAD 83.
 JZ2483
 JZ2483.The dynamic height is computed by dividing the NAVD 88
 JZ2483.geopotential number by the normal gravity value computed on the
 JZ2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2483.degrees latitude (g = 980.6199 gals.).
 JZ2483
 JZ2483.The modeled gravity was interpolated from observed gravity values.
 JZ2483
 JZ2483. The following values were computed from the NAD 83(2011) position.
 JZ2483
 JZ2483;                    North         East     Units Scale Factor Converg.
 JZ2483;SPC IN E     -   516,457.239    84,918.060   MT  0.99996947   -0 06 47.3
 JZ2483;SPC IN E     - 1,694,410.12    278,602.00   sFT  0.99996947   -0 06 47.3
 JZ2483;UTM  16      - 4,417,326.576   598,903.168   MT  0.99972042   +0 44 31.9
 JZ2483
 JZ2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2483!SPC IN E     -   0.99996363  x   0.99996947  =   0.99993310
 JZ2483!UTM  16      -   0.99996363  x   0.99972042  =   0.99968406
 JZ2483
 JZ2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9890317326(NAD 83)
 JZ2483
 JZ2483                          SUPERSEDED SURVEY CONTROL
 JZ2483
 JZ2483  NAD 83(2007)-  39 54 00.89873(N)    085 50 34.91706(W) AD(2002.00) 0
 JZ2483  ELLIP H (02/10/07)  231.858  (m)                       GP(2002.00)    
 JZ2483  NAD 83(1997)-  39 54 00.89878(N)    085 50 34.91702(W) AD(       ) A
 JZ2483  ELLIP H (01/19/05)  231.868  (m)                       GP(       ) 4 1
 JZ2483  NAVD 88 (10/27/10)  265.8    (m)  GEOID09  model used  GPS OBS        
 JZ2483  NAVD 88 (01/19/05)  265.8    (m)  GEOID03  model used  GPS OBS        
 JZ2483  NGVD 29 (??/??/92)  265.782  (m)          871.99   (f) ADJ UNCH    2 0
 JZ2483
 JZ2483.Superseded values are not recommended for survey control.
 JZ2483
 JZ2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2483.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2483
 JZ2483_MARKER: DB = BENCH MARK DISK
 JZ2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2483_STAMPING: V 240 1947
 JZ2483_MARK LOGO: CGS
 JZ2483_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ2483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2483+STABILITY: SURFACE MOTION
 JZ2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2483+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 JZ2483
 JZ2483  HISTORY     - Date     Condition        Report By
 JZ2483  HISTORY     - 1947     MONUMENTED       CGS
 JZ2483  HISTORY     - 20030701 GOOD             IN-059
 JZ2483  HISTORY     - 20061217 GOOD             WOOLPT
 JZ2483  HISTORY     - 20090203 GOOD             IN-059
 JZ2483  HISTORY     - 20090526 GOOD             WOOLPT
 JZ2483  HISTORY     - 20110811 GOOD             JCLS
 JZ2483
 JZ2483                          STATION DESCRIPTION
 JZ2483
 JZ2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2483'2.3 MI S FROM FORTVILLE.
 JZ2483'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE
 JZ2483'INTERSECTION WITH STATE HIGHWAY 67 AT FORTVILLE, THENCE 1.65
 JZ2483'MILE SOUTH ALONG A PAVED ROAD, AT THE INTERSECTION WITH STATE
 JZ2483'HIGHWAY 234, IN THE NORTHEAST QUARTER OF THE INTERSECTION, 23.5
 JZ2483'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH PAVED ROAD, 35.5
 JZ2483'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A
 JZ2483'FENCE CORNER, 1.3 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 JZ2483'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY LEVEL AND SET
 JZ2483'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2483'NOTE-- THIS MARK IS ABOUT 4.05 MILES NORTH ALONG A PAVED ROAD
 JZ2483'FROM THE POST OFFICE AT MOHAWK.
 JZ2483
 JZ2483                          STATION RECOVERY (2003)
 JZ2483
 JZ2483'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2003 (CW)
 JZ2483'RECOVERED AS DESCRIBED.
 JZ2483
 JZ2483                          STATION RECOVERY (2006)
 JZ2483
 JZ2483'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 JZ2483'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ2483
 JZ2483                          STATION RECOVERY (2009)
 JZ2483
 JZ2483'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2483'RECOVERED IN GOOD CONDITION.
 JZ2483
 JZ2483                          STATION RECOVERY (2009)
 JZ2483
 JZ2483'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 JZ2483'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ2483'
 JZ2483'NOTE--UPDATES TO THE DESCRIPTION ARE AS FOLLOWS, THE STATION IS 46 FT
 JZ2483'(14.0 M) EAST OF THE CENTERLINE OF N200W ROAD AND 42.0 FT (12.8 M)
 JZ2483'NORTH OF THE CENTERLINE OF HIGHWAY 234.
 JZ2483
 JZ2483                          STATION RECOVERY (2011)
 JZ2483
 JZ2483'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JZ2483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2455 ***********************************************************************
 JZ2455  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2455  DESIGNATION -  V 241
 JZ2455  PID         -  JZ2455
 JZ2455  STATE/COUNTY-  IN/HANCOCK
 JZ2455  COUNTRY     -  US
 JZ2455  USGS QUAD   -  PENDLETON (2019)
 JZ2455
 JZ2455                         *CURRENT SURVEY CONTROL
 JZ2455  ______________________________________________________________________
 JZ2455* NAD 83(2011) POSITION- 39 54 06.21079(N) 085 39 29.20235(W)   ADJUSTED
 JZ2455* NAD 83(2011) ELLIP HT-   256.291 (meters)        (11/08/18)   ADJUSTED
 JZ2455* NAD 83(2011) EPOCH   -  2010.00
 JZ2455* NAVD 88 ORTHO HEIGHT -   290.187 (meters)      952.06  (feet) ADJUSTED
 JZ2455  ______________________________________________________________________
 JZ2455  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ2455  NAD 83(2011) X  -    370,961.172 (meters)                     COMP
 JZ2455  NAD 83(2011) Y  - -4,885,848.523 (meters)                     COMP
 JZ2455  NAD 83(2011) Z  -  4,069,785.032 (meters)                     COMP
 JZ2455  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 JZ2455  DYNAMIC HEIGHT  -        290.023 (meters)      951.52  (feet) COMP
 JZ2455  MODELED GRAVITY -    980,054.7   (mgal)                       NAVD 88
 JZ2455
 JZ2455  VERT ORDER      -  SECOND    CLASS 0
 JZ2455
 JZ2455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2455  Standards:
 JZ2455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2455  -------------------------------------------------------------------
 JZ2455  NETWORK    0.33   0.76           0.15   0.12   0.39      0.05004701
 JZ2455  -------------------------------------------------------------------
 JZ2455  Click here for local accuracies and other accuracy information.
 JZ2455
 JZ2455.The horizontal coordinates were established by GPS observations
 JZ2455.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ2455
 JZ2455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2455.been affixed to the stable North American tectonic plate. See 
 JZ2455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2455
 JZ2455.The horizontal coordinates are valid at the epoch date displayed above
 JZ2455.which is a decimal equivalence of Year/Month/Day.
 JZ2455
 JZ2455.The orthometric height was determined by differential leveling and
 JZ2455.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2455.in June 1991.
 JZ2455
 JZ2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2455.GEOID18 height accuracy estimate available here.
 JZ2455
 JZ2455.Click photographs - Photos may exist for this station.
 JZ2455
 JZ2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2455
 JZ2455.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2455
 JZ2455.The ellipsoidal height was determined by GPS observations
 JZ2455.and is referenced to NAD 83.
 JZ2455
 JZ2455.The dynamic height is computed by dividing the NAVD 88
 JZ2455.geopotential number by the normal gravity value computed on the
 JZ2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2455.degrees latitude (g = 980.6199 gals.).
 JZ2455
 JZ2455.The modeled gravity was interpolated from observed gravity values.
 JZ2455
 JZ2455. The following values were computed from the NAD 83(2011) position.
 JZ2455
 JZ2455;                    North         East     Units Scale Factor Converg.
 JZ2455;SPC IN E     -   516,606.224   100,731.558   MT  0.99996667   +0 00 19.8
 JZ2455;SPC IN E     - 1,694,898.92    330,483.45   sFT  0.99996667   +0 00 19.8
 JZ2455;UTM  16      - 4,417,711.526   614,709.093   MT  0.99976199   +0 51 39.2
 JZ2455
 JZ2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2455!SPC IN E     -   0.99995979  x   0.99996667  =   0.99992647
 JZ2455!UTM  16      -   0.99995979  x   0.99976199  =   0.99972179
 JZ2455
 JZ2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1470917711(NAD 83)
 JZ2455
 JZ2455                          SUPERSEDED SURVEY CONTROL
 JZ2455
 JZ2455  NAD 83(2011)-  39 54 06.21122(N)    085 39 29.20207(W) AD(2010.00) 0
 JZ2455  ELLIP H (06/27/12)  256.210  (m)                       GP(2010.00)    
 JZ2455  NAD 83(2007)-  39 54 06.21129(N)    085 39 29.20301(W) AD(2002.00) 0
 JZ2455  ELLIP H (02/10/07)  256.228  (m)                       GP(2002.00)    
 JZ2455  NAD 83(1997)-  39 54 06.21143(N)    085 39 29.20286(W) AD(       ) B
 JZ2455  ELLIP H (04/10/98)  256.262  (m)                       GP(       ) 4 1
 JZ2455  NAVD 88 (11/08/18)  290.3    (m)  GEOID12B model used  GPS OBS        
 JZ2455  NAVD 88             290.19   (m)          952.1    (f) LEVELING    3  
 JZ2455  NGVD 29 (??/??/92)  290.312  (m)          952.47   (f) ADJ UNCH    2 0
 JZ2455
 JZ2455.Superseded values are not recommended for survey control.
 JZ2455
 JZ2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2455.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2455
 JZ2455_MARKER: DB = BENCH MARK DISK
 JZ2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2455_STAMPING: V 241 1947
 JZ2455_MARK LOGO: CGS
 JZ2455_PROJECTION: PROJECTING 30 CENTIMETERS
 JZ2455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2455+STABILITY: SURFACE MOTION
 JZ2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2455+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2017
 JZ2455
 JZ2455  HISTORY     - Date     Condition        Report By
 JZ2455  HISTORY     - 1947     MONUMENTED       CGS
 JZ2455  HISTORY     - 19970819 GOOD             SEC
 JZ2455  HISTORY     - 19980722 GOOD             WOOLPT
 JZ2455  HISTORY     - 20090203 GOOD             IN-059
 JZ2455  HISTORY     - 20170314 GOOD             INDOT
 JZ2455
 JZ2455                          STATION DESCRIPTION
 JZ2455
 JZ2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2455'5 MI NW FROM SHIRLEY.
 JZ2455'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2455'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, THENCE 4.05
 JZ2455'MILES WEST ALONG STATE HIGHWAY 234, IN THE SOUTHWEST QUARTER
 JZ2455'OF THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTH, 41 FEET SOUTH
 JZ2455'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF THE CENTER
 JZ2455'LINE OF THE ROAD LEADING SOUTH, 7.5 FEET WEST OF A FENCE CORNER,
 JZ2455'5.0 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT
 JZ2455'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ2455'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JZ2455'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS MARK IS
 JZ2455'ABOUT 6.15 MILES EAST ALONG STATE HIGHWAY 234 FROM ITS
 JZ2455'INTERSECTION WITH STATE HIGHWAY 9 AT EDEN.
 JZ2455
 JZ2455                          STATION RECOVERY (1997)
 JZ2455
 JZ2455'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ2455'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTH OF ANDERSON.  TO
 JZ2455'REACH THE STATION FROM THE JUNCTION OF STATE ROAD 9 AND STATE ROAD
 JZ2455'234, GO EAST FOR 6.1 MILES (9.8 KM) ON STATE ROAD 234 TO COUNTY ROAD
 JZ2455'775 EAST.  THE STATION IS 12.4 METERS (40.7 FT) SOUTH OF CENTER OF
 JZ2455'STATE ROAD 234 AND 6.6 METERS (21.7 FT) WEST OF CENTER OF COUNTY ROAD
 JZ2455'775 EAST.  CONTACT IS HENRY ALDRIDGE, INDOT, 100 NORTH SENATE AVENUE,
 JZ2455'INDIANAPOLIS, IN 46204-2249, PHONE 317-232-6764.  LOCATED AT AZIMUTH
 JZ2455'14 DEGREES 26.20 METERS (85.96 FT) TO AREA LIGHT/RISOR POLE, AZIMUTH
 JZ2455'100 DEGREES 13.25 METERS (43.47 FT) TO A POWER POLE, AZIMUTH 126
 JZ2455'DEGREES 12.6 METERS (41.3 FT) TO A POWER POLE, AZIMUTH 93 DEGREES 1.45
 JZ2455'METERS (4.76 FT) TO A RIGHT-OF-WAY MARKER, AZIMUTH 92 DEGREES 1.3
 JZ2455'METERS (4.3 FT) TO A ROAD SIGN, SOUTHWEST QUADRANT OF INTERSECTION.
 JZ2455
 JZ2455                          STATION RECOVERY (1998)
 JZ2455
 JZ2455'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (EJR)
 JZ2455'RECOVERED AS DESCRIBED WOOLPERT LLP 1998 (EJR).
 JZ2455
 JZ2455                          STATION RECOVERY (2009)
 JZ2455
 JZ2455'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2455'RECOVERED IN GOOD CONDITION.
 JZ2455
 JZ2455                          STATION RECOVERY (2017)
 JZ2455
 JZ2455'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BK)
 JZ2455'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0187 ***********************************************************************
 KA0187  DESIGNATION -  V 242
 KA0187  PID         -  KA0187
 KA0187  STATE/COUNTY-  IN/MARION
 KA0187  COUNTRY     -  US
 KA0187  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0187
 KA0187                         *CURRENT SURVEY CONTROL
 KA0187  ______________________________________________________________________
 KA0187* NAD 83(1986) POSITION- 39 46 06.84   (N) 086 06 56.49   (W)   HD_HELD1
 KA0187* NAVD 88 ORTHO HEIGHT -   231.758 (meters)      760.36  (feet) POSTED
 KA0187  ______________________________________________________________________
 KA0187  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 KA0187  DYNAMIC HEIGHT  -        231.63  (meters)      759.9   (feet) COMP
 KA0187  MODELED GRAVITY -    980,062.8   (mgal)                       NAVD 88
 KA0187
 KA0187  VERT ORDER      -  * POSTED, SEE BELOW
 KA0187
 KA0187.The horizontal coordinates were determined by differentially corrected
 KA0187.hand held GPS observations or other comparable positioning techniques
 KA0187.and have an estimated accuracy of +/- 3 meters.
 KA0187
 KA0187.The orthometric height was determined by differential leveling
 KA0187.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0187
 KA0187.* This is a POSTED BENCH MARK height.
 KA0187
 KA0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0187.GEOID18 height accuracy estimate available here.
 KA0187
 KA0187.Click photographs - Photos may exist for this station.
 KA0187
 KA0187.The dynamic height is computed by dividing the NAVD 88
 KA0187.geopotential number by the normal gravity value computed on the
 KA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0187.degrees latitude (g = 980.6199 gals.).
 KA0187
 KA0187.The modeled gravity was interpolated from observed gravity values.
 KA0187
 KA0187;                    North         East    Units  Estimated Accuracy
 KA0187;SPC IN E     -   501,918.3      61,528.1     MT  (+/- 3 meters HH1 GPS) 
 KA0187
 KA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7573902444(NAD 83)
 KA0187
 KA0187                          SUPERSEDED SURVEY CONTROL
 KA0187
 KA0187  NGVD 29 (??/??/92)  231.891  (m)          760.80   (f) ADJ UNCH    2 0
 KA0187
 KA0187.Superseded values are not recommended for survey control.
 KA0187
 KA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0187.See file dsdata.pdf to determine how the superseded data were derived.
 KA0187
 KA0187_MARKER: DB = BENCH MARK DISK
 KA0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0187_SP_SET: LIBRARY FOUNDATION
 KA0187_STAMPING: V 242 1947
 KA0187_MARK LOGO: CGS
 KA0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0187+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KA0187
 KA0187  HISTORY     - Date     Condition        Report By
 KA0187  HISTORY     - 1947     MONUMENTED       CGS
 KA0187  HISTORY     - 1976     GOOD             LOCSUR
 KA0187  HISTORY     - 19950914 GOOD             USPSQD
 KA0187  HISTORY     - 20051227 GOOD             USPSQD
 KA0187
 KA0187                          STATION DESCRIPTION
 KA0187
 KA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0187'AT INDIANAPOLIS.
 KA0187'AT INDIANAPOLIS, ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 40
 KA0187'FROM THE MARION COUNTY COURTHOUSE, AT 2822 EAST WASHINGTON
 KA0187'STREET, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 KA0187'CORNER OF THE STONE FOUNDATION OF THE PUBLIC LIBRARY NO. 3, 2
 KA0187'FEET NORTH OF THE CORNER AND 1.5 FEET ABOVE THE SIDEWALK.
 KA0187
 KA0187                          STATION RECOVERY (1976)
 KA0187
 KA0187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0187'RECOVERED IN GOOD CONDITION.
 KA0187
 KA0187                          STATION RECOVERY (1995)
 KA0187
 KA0187'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0187'RECOVERED IN GOOD CONDITION.
 KA0187
 KA0187                          STATION RECOVERY (2005)
 KA0187
 KA0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 KA0187'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2519 ***********************************************************************
 JZ2519  DESIGNATION -  V 243
 JZ2519  PID         -  JZ2519
 JZ2519  STATE/COUNTY-  IN/HANCOCK
 JZ2519  COUNTRY     -  US
 JZ2519  USGS QUAD   -  CLEVELAND (2019)
 JZ2519
 JZ2519                         *CURRENT SURVEY CONTROL
 JZ2519  ______________________________________________________________________
 JZ2519* NAD 83(1986) POSITION- 39 47 12.     (N) 085 44 03.     (W)   SCALED
 JZ2519* NAVD 88 ORTHO HEIGHT -   271.251 (meters)      889.93  (feet) ADJUSTED
 JZ2519  ______________________________________________________________________
 JZ2519  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2519  DYNAMIC HEIGHT  -        271.095 (meters)      889.42  (feet) COMP
 JZ2519  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2519
 JZ2519  VERT ORDER      -  SECOND    CLASS 0
 JZ2519
 JZ2519.The horizontal coordinates were scaled from a map and have
 JZ2519.an estimated accuracy of +/- 6 seconds.
 JZ2519
 JZ2519.The orthometric height was determined by differential leveling and
 JZ2519.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2519.in June 1991.
 JZ2519
 JZ2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2519.GEOID18 height accuracy estimate available here.
 JZ2519
 JZ2519.Click photographs - Photos may exist for this station.
 JZ2519
 JZ2519.The dynamic height is computed by dividing the NAVD 88
 JZ2519.geopotential number by the normal gravity value computed on the
 JZ2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2519.degrees latitude (g = 980.6199 gals.).
 JZ2519
 JZ2519.The modeled gravity was interpolated from observed gravity values.
 JZ2519
 JZ2519;                    North         East    Units  Estimated Accuracy
 JZ2519;SPC IN E     -   503,830.       94,220.      MT  (+/- 180 meters Scaled)
 JZ2519
 JZ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK083048(NAD 83)
 JZ2519
 JZ2519                          SUPERSEDED SURVEY CONTROL
 JZ2519
 JZ2519  NGVD 29 (??/??/92)  271.372  (m)          890.33   (f) ADJ UNCH    2 0
 JZ2519
 JZ2519.Superseded values are not recommended for survey control.
 JZ2519
 JZ2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2519.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2519
 JZ2519_MARKER: DB = BENCH MARK DISK
 JZ2519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2519_SP_SET: BOX CULVERT HEADWALL
 JZ2519_STAMPING: V 243 1947
 JZ2519_MARK LOGO: CGS
 JZ2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2519+STABILITY: SURFACE MOTION
 JZ2519
 JZ2519  HISTORY     - Date     Condition        Report By
 JZ2519  HISTORY     - 1947     MONUMENTED       CGS
 JZ2519  HISTORY     - 19950815 MARK NOT FOUND   LOCENG
 JZ2519  HISTORY     - 19970101 SEE DESCRIPTION  INDNR
 JZ2519  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2519
 JZ2519                          STATION DESCRIPTION
 JZ2519
 JZ2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2519'1.8 MI E FROM GREENFIELD.
 JZ2519'ABOUT 1.75 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE
 JZ2519'AT GREENFIELD, AT GREENFIELD AIRPORT, 182 FEET EAST OF THE
 JZ2519'SOUTHEAST CORNER OF THE MAIN HANGAR AND OFFICE BUILDING, 27 FEET
 JZ2519'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF THE
 JZ2519'HIGHWAY AND SET IN THE TOP OF THE NORTHWEST WINGWALL OF A 10-FOOT
 JZ2519'CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT 2.5 FEET BELOW
 JZ2519'HIGHWAY LEVEL.
 JZ2519
 JZ2519                          STATION RECOVERY (1995)
 JZ2519
 JZ2519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 JZ2519'MARK NOT FOUND.
 JZ2519
 JZ2519                          STATION RECOVERY (1997)
 JZ2519
 JZ2519'RECOVERY NOTE BY IN DEPT OF NAT RES 1997
 JZ2519'DISK REMOVED BY E AND B PAVING CO AT THE DIRECTION OF THE INDIANA
 JZ2519'DEPARTMENT OF TRANSPORTATION DURING THE REPLACEMENT OF A CONCRETE BOX
 JZ2519'CULVERT AND WING WALL.  ELEVATION PRESERVED BY HANCOCK COUNTY SURVEYOR
 JZ2519'- NEW MARK TO BE SET.  NEW MARK IS STAMPED--V 243 V 15--. THE
 JZ2519'ELEVATION FOR THIS MARK SHOULD NOT BE USED FOR THE NEW MARK.  THE
 JZ2519'ELEVATION FOR THE NEW MARK IS 895.02 FT.
 JZ2519
 JZ2519                          STATION RECOVERY (2009)
 JZ2519
 JZ2519'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2519'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AB3515 ***********************************************************************
 AB3515  DESIGNATION -  V 243 RESET
 AB3515  PID         -  AB3515
 AB3515  STATE/COUNTY-  IN/HANCOCK
 AB3515  COUNTRY     -  US
 AB3515  USGS QUAD   -  CLEVELAND (2019)
 AB3515
 AB3515                         *CURRENT SURVEY CONTROL
 AB3515  ______________________________________________________________________
 AB3515* NAD 83(1986) POSITION- 39 47 12.     (N) 085 44 04.     (W)   SCALED
 AB3515* NAVD 88 ORTHO HEIGHT -   271.16  (meters)      889.6   (feet) RESET
 AB3515  ______________________________________________________________________
 AB3515  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 AB3515  VERT ORDER      -  THIRD
 AB3515
 AB3515.The horizontal coordinates were scaled from a map and have
 AB3515.an estimated accuracy of +/- 6 seconds.
 AB3515
 AB3515.The orthometric height was computed from unverified reset data.
 AB3515
 AB3515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3515.GEOID18 height accuracy estimate available here.
 AB3515
 AB3515.Click photographs - Photos may exist for this station.
 AB3515
 AB3515;                    North         East    Units  Estimated Accuracy
 AB3515;SPC IN E     -   503,830.       94,190.      MT  (+/- 180 meters Scaled)
 AB3515
 AB3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK083048(NAD 83)
 AB3515
 AB3515                          SUPERSEDED SURVEY CONTROL
 AB3515
 AB3515.No superseded survey control is available for this station.
 AB3515
 AB3515_MARKER: DV = VERTICAL CONTROL DISK
 AB3515_SETTING: 0 = UNSPECIFIED SETTING
 AB3515_STAMPING: V 243 RESET 1995
 AB3515_MARK LOGO: NGS
 AB3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3515
 AB3515  HISTORY     - Date     Condition        Report By
 AB3515  HISTORY     - 1995     MONUMENTED       LOCENG
 AB3515
 AB3515                          STATION DESCRIPTION
 AB3515
 AB3515'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (DWS)
 AB3515'IN THE RIGHT-OF-WAY OF US ROUTE 40 IN SEC 34, T 16 N, R 7 E, ABOUT
 AB3515'1.75 MILES (2.82 KM) EAST ALONG US HIGHWAY 40 FROM THE COURTHOUSE IN
 AB3515'GREENFIELD, AT POPE AIRPORT AND CUSTOM METALS, 53 FEET (16.2 M) NORTH
 AB3515'OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY, 23
 AB3515'FEET (7.0 M) WEST OF THE NORTHWEST END OF CONCRETE BOX STRUCTURE OVER
 AB3515'J H MYERS DRAIN, 48 FEET (14.6 M) EAST OF CENTERLINE OF DRIVE TO POPE
 AB3515'AIRPORT AND CUSTOM METALS, AND 156 FEET (47.5 M) EAST OF SOUTHEAST
 AB3515'CORNER OF CUSTOM METALS BUILDINGS, ABOUT 3.5 FEET (1.1 M) BELOW
 AB3515'HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2612 ***********************************************************************
 JZ2612  DESIGNATION -  V 244
 JZ2612  PID         -  JZ2612
 JZ2612  STATE/COUNTY-  IN/RUSH
 JZ2612  COUNTRY     -  US
 JZ2612  USGS QUAD   -  MANILLA (2019)
 JZ2612
 JZ2612                         *CURRENT SURVEY CONTROL
 JZ2612  ______________________________________________________________________
 JZ2612* NAD 83(1986) POSITION- 39 36 10.     (N) 085 34 46.     (W)   SCALED
 JZ2612* NAVD 88 ORTHO HEIGHT -   276.884 (meters)      908.41  (feet) ADJUSTED
 JZ2612  ______________________________________________________________________
 JZ2612  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 JZ2612  DYNAMIC HEIGHT  -        276.720 (meters)      907.87  (feet) COMP
 JZ2612  MODELED GRAVITY -    980,025.4   (mgal)                       NAVD 88
 JZ2612
 JZ2612  VERT ORDER      -  SECOND    CLASS 0
 JZ2612
 JZ2612.The horizontal coordinates were scaled from a map and have
 JZ2612.an estimated accuracy of +/- 6 seconds.
 JZ2612
 JZ2612.The orthometric height was determined by differential leveling and
 JZ2612.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2612.in June 1991.
 JZ2612
 JZ2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2612.GEOID18 height accuracy estimate available here.
 JZ2612
 JZ2612.Click photographs - Photos may exist for this station.
 JZ2612
 JZ2612.The dynamic height is computed by dividing the NAVD 88
 JZ2612.geopotential number by the normal gravity value computed on the
 JZ2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2612.degrees latitude (g = 980.6199 gals.).
 JZ2612
 JZ2612.The modeled gravity was interpolated from observed gravity values.
 JZ2612
 JZ2612;                    North         East    Units  Estimated Accuracy
 JZ2612;SPC IN E     -   483,420.      107,490.      MT  (+/- 180 meters Scaled)
 JZ2612
 JZ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ219846(NAD 83)
 JZ2612
 JZ2612                          SUPERSEDED SURVEY CONTROL
 JZ2612
 JZ2612  NGVD 29 (??/??/92)  277.007  (m)          908.81   (f) ADJ UNCH    2 0
 JZ2612
 JZ2612.Superseded values are not recommended for survey control.
 JZ2612
 JZ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2612.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2612
 JZ2612_MARKER: DB = BENCH MARK DISK
 JZ2612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2612_SP_SET: BRIDGE
 JZ2612_STAMPING: V 244 1947
 JZ2612_MARK LOGO: CGS
 JZ2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2612
 JZ2612  HISTORY     - Date     Condition        Report By
 JZ2612  HISTORY     - 1947     MONUMENTED       CGS
 JZ2612
 JZ2612                          STATION DESCRIPTION
 JZ2612
 JZ2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2612'1.8 MI N FROM HOMER.
 JZ2612'ABOUT 1.75 MILE NORTH ALONG THE ARLINGTON-HOMER ROAD FROM THE
 JZ2612'POST OFFICE AT HOMER, ABOUT 200 FEET SOUTH OF A STEEL BRIDGE
 JZ2612'OVER A STREAM, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 JZ2612'25-FOOT CONCRETE BRIDGE, 10 FEET EAST OF THE CENTER LINE OF THE
 JZ2612'ROAD AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  NOTE-- THIS MARK
 JZ2612'IS ABOUT 2.9 MILES SOUTH FROM THE POST OFFICE AT ARLINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0173 ***********************************************************************
 KA0173  DESIGNATION -  V 245
 KA0173  PID         -  KA0173
 KA0173  STATE/COUNTY-  IN/MARION
 KA0173  COUNTRY     -  US
 KA0173  USGS QUAD   -  BEECH GROVE (2019)
 KA0173
 KA0173                         *CURRENT SURVEY CONTROL
 KA0173  ______________________________________________________________________
 KA0173* NAD 83(1986) POSITION- 39 42 54.     (N) 086 03 36.     (W)   SCALED
 KA0173* NAVD 88 ORTHO HEIGHT -   256.557 (meters)      841.72  (feet) ADJUSTED
 KA0173  ______________________________________________________________________
 KA0173  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 KA0173  DYNAMIC HEIGHT  -        256.411 (meters)      841.24  (feet) COMP
 KA0173  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 KA0173
 KA0173  VERT ORDER      -  FIRST     CLASS II
 KA0173
 KA0173.The horizontal coordinates were scaled from a map and have
 KA0173.an estimated accuracy of +/- 6 seconds.
 KA0173
 KA0173.The orthometric height was determined by differential leveling and
 KA0173.adjusted by the NATIONAL GEODETIC SURVEY
 KA0173.in June 1991.
 KA0173
 KA0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0173.GEOID18 height accuracy estimate available here.
 KA0173
 KA0173.Click photographs - Photos may exist for this station.
 KA0173
 KA0173.The dynamic height is computed by dividing the NAVD 88
 KA0173.geopotential number by the normal gravity value computed on the
 KA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0173.degrees latitude (g = 980.6199 gals.).
 KA0173
 KA0173.The modeled gravity was interpolated from observed gravity values.
 KA0173
 KA0173;                    North         East    Units  Estimated Accuracy
 KA0173;SPC IN E     -   495,950.       66,270.      MT  (+/- 180 meters Scaled)
 KA0173
 KA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ805965(NAD 83)
 KA0173
 KA0173                          SUPERSEDED SURVEY CONTROL
 KA0173
 KA0173  NGVD 29 (??/??/92)  256.674  (m)          842.10   (f) ADJ UNCH    1 2
 KA0173
 KA0173.Superseded values are not recommended for survey control.
 KA0173
 KA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0173.See file dsdata.pdf to determine how the superseded data were derived.
 KA0173
 KA0173_MARKER: DB = BENCH MARK DISK
 KA0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0173_SP_SET: CULVERT HEADWALL
 KA0173_STAMPING: V 245 1947
 KA0173_MARK LOGO: CGS
 KA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0173+STABILITY: SURFACE MOTION
 KA0173
 KA0173  HISTORY     - Date     Condition        Report By
 KA0173  HISTORY     - 1947     MONUMENTED       CGS
 KA0173  HISTORY     - 1976     GOOD             LOCSUR
 KA0173  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0173
 KA0173                          STATION DESCRIPTION
 KA0173
 KA0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0173'6.6 MI SE FROM INDIANAPOLIS.
 KA0173'ABOUT 6.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0173'FROM THE UNION STATION AT INDIANAPOLIS, ABOUT 6.4 MILES NORTHWEST
 KA0173'OF THE STATION AT ACTON, MARION COUNTY, ABOUT 4 RAILS NORTHWEST OF
 KA0173'MILE POST 103, SET IN THE TOP OF THE NORTHWEST END OF THE
 KA0173'SOUTHWEST HEAD WALL OF A 12-FOOT CONCRETE RAILROAD CULVERT, 13.3
 KA0173'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 3 FEET BELOW THE TRACK.
 KA0173
 KA0173                          STATION RECOVERY (1976)
 KA0173
 KA0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0173'RECOVERED IN GOOD CONDITION.
 KA0173
 KA0173                          STATION RECOVERY (1986)
 KA0173
 KA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0174 ***********************************************************************
 KA0174  DESIGNATION -  V 245 RESET
 KA0174  PID         -  KA0174
 KA0174  STATE/COUNTY-  IN/MARION
 KA0174  COUNTRY     -  US
 KA0174  USGS QUAD   -  BEECH GROVE (2019)
 KA0174
 KA0174                         *CURRENT SURVEY CONTROL
 KA0174  ______________________________________________________________________
 KA0174* NAD 83(1986) POSITION- 39 42 54.     (N) 086 03 36.     (W)   SCALED
 KA0174* NAVD 88 ORTHO HEIGHT -   257.26  (meters)      844.0   (feet) RESET
 KA0174  ______________________________________________________________________
 KA0174  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 KA0174  VERT ORDER      -  THIRD
 KA0174
 KA0174.The horizontal coordinates were scaled from a map and have
 KA0174.an estimated accuracy of +/- 6 seconds.
 KA0174
 KA0174.The orthometric height was computed from unverified reset data.
 KA0174
 KA0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0174.GEOID18 height accuracy estimate available here.
 KA0174
 KA0174.Click photographs - Photos may exist for this station.
 KA0174
 KA0174;                    North         East    Units  Estimated Accuracy
 KA0174;SPC IN E     -   495,950.       66,270.      MT  (+/- 180 meters Scaled)
 KA0174
 KA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ805965(NAD 83)
 KA0174
 KA0174                          SUPERSEDED SURVEY CONTROL
 KA0174
 KA0174  NGVD 29 (??/??/??)  257.38   (m)          844.4    (f) RESET       3  
 KA0174
 KA0174.Superseded values are not recommended for survey control.
 KA0174
 KA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0174.See file dsdata.pdf to determine how the superseded data were derived.
 KA0174
 KA0174_MARKER: DB = BENCH MARK DISK
 KA0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0174_SP_SET: CULVERT HEADWALL
 KA0174_STAMPING: V 245 1947 RESET 1953
 KA0174_MARK LOGO: CGS
 KA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0174+STABILITY: SURFACE MOTION
 KA0174
 KA0174  HISTORY     - Date     Condition        Report By
 KA0174  HISTORY     - 1953     MONUMENTED       NYCRR
 KA0174  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0174
 KA0174                          STATION DESCRIPTION
 KA0174
 KA0174'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1953
 KA0174'6.4 MI NW FROM ACTON.
 KA0174'6.4 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0174'THE STATION AT ACTON, MARION COUNTY, 6.6 MILES SOUTHEAST OF
 KA0174'UNION STATION AT INDIANAPOLIS, 4 RAILS NORTHWEST OF MILEPOST
 KA0174'103, AT 12-FOOT CONCRETE CULVERT 459, IN THE TOP OF THE
 KA0174'NORTHWEST END OF THE SOUTHWEST HEADWALL, 13 FEET SOUTHWEST OF
 KA0174'THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 KA0174'STANDARD DISK, STAMPED V 245 1947 RESET 1953.
 KA0174
 KA0174                          STATION RECOVERY (1986)
 KA0174
 KA0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0174'THE DISK IS MISSING FROM THE HEADWALL WITH THE STEM REMAINING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1115 ***********************************************************************
 LA1115  DESIGNATION -  V 246
 LA1115  PID         -  LA1115
 LA1115  STATE/COUNTY-  IN/HENRY
 LA1115  COUNTRY     -  US
 LA1115  USGS QUAD   -  MODOC (2019)
 LA1115
 LA1115                         *CURRENT SURVEY CONTROL
 LA1115  ______________________________________________________________________
 LA1115* NAD 83(1986) POSITION- 40 03 33.     (N) 085 14 15.     (W)   SCALED
 LA1115* NAVD 88 ORTHO HEIGHT -   333.823 (meters)     1095.22  (feet) ADJUSTED
 LA1115  ______________________________________________________________________
 LA1115  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 LA1115  DYNAMIC HEIGHT  -        333.641 (meters)     1094.62  (feet) COMP
 LA1115  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 LA1115
 LA1115  VERT ORDER      -  SECOND    CLASS 0
 LA1115
 LA1115.The horizontal coordinates were scaled from a map and have
 LA1115.an estimated accuracy of +/- 6 seconds.
 LA1115
 LA1115.The orthometric height was determined by differential leveling and
 LA1115.adjusted by the NATIONAL GEODETIC SURVEY
 LA1115.in June 1991.
 LA1115
 LA1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1115.GEOID18 height accuracy estimate available here.
 LA1115
 LA1115.Click photographs - Photos may exist for this station.
 LA1115
 LA1115.The dynamic height is computed by dividing the NAVD 88
 LA1115.geopotential number by the normal gravity value computed on the
 LA1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1115.degrees latitude (g = 980.6199 gals.).
 LA1115
 LA1115.The modeled gravity was interpolated from observed gravity values.
 LA1115
 LA1115;                    North         East    Units  Estimated Accuracy
 LA1115;SPC IN E     -   534,180.      136,620.      MT  (+/- 180 meters Scaled)
 LA1115
 LA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK503358(NAD 83)
 LA1115
 LA1115                          SUPERSEDED SURVEY CONTROL
 LA1115
 LA1115  NGVD 29 (??/??/92)  333.958  (m)         1095.66   (f) ADJ UNCH    2 0
 LA1115
 LA1115.Superseded values are not recommended for survey control.
 LA1115
 LA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1115.See file dsdata.pdf to determine how the superseded data were derived.
 LA1115
 LA1115_MARKER: DB = BENCH MARK DISK
 LA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1115_STAMPING: V 246 1947
 LA1115_MARK LOGO: CGS
 LA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1115+STABILITY: SURFACE MOTION
 LA1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1115+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2000
 LA1115
 LA1115  HISTORY     - Date     Condition        Report By
 LA1115  HISTORY     - 1947     MONUMENTED       CGS
 LA1115  HISTORY     - 20000831 GOOD             GOVE
 LA1115
 LA1115                          STATION DESCRIPTION
 LA1115
 LA1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1115'AT BLOUNTSVILLE.
 LA1115'AT BLOUNTSVILLE, ABOUT 0.2 MILE SOUTHEAST ALONG STREETS FROM
 LA1115'THE POST OFFICE, AT THE NORTHEAST CORNER OF THE CHURCH YARD OF THE
 LA1115'BLOUNTSVILLE CHRISTIAN CHURCH, 25 FEET WEST OF THE CENTER LINE
 LA1115'OF A NORTH-SOUTH STREET, 6 FEET SOUTH OF THE CENTER LINE OF AN
 LA1115'ALLEY, 25 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 LA1115'5 FEET WEST OF A POWER POLE, ABOUT LEVEL WITH THE STREET AND
 LA1115'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1115
 LA1115                          STATION RECOVERY (2000)
 LA1115
 LA1115'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1115'MONUMENT WAS APPROX. 2 TO 3 INCHES UNDER GRASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1532 ***********************************************************************
 LA1532  DESIGNATION -  V 247
 LA1532  PID         -  LA1532
 LA1532  STATE/COUNTY-  IN/HENRY
 LA1532  COUNTRY     -  US
 LA1532  USGS QUAD   -  MIDDLETOWN (2019)
 LA1532
 LA1532                         *CURRENT SURVEY CONTROL
 LA1532  ______________________________________________________________________
 LA1532* NAD 83(1986) POSITION- 40 00 17.     (N) 085 33 09.     (W)   SCALED
 LA1532* NAVD 88 ORTHO HEIGHT -   303.007 (meters)      994.12  (feet) ADJUSTED
 LA1532  ______________________________________________________________________
 LA1532  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LA1532  DYNAMIC HEIGHT  -        302.841 (meters)      993.57  (feet) COMP
 LA1532  MODELED GRAVITY -    980,068.2   (mgal)                       NAVD 88
 LA1532
 LA1532  VERT ORDER      -  SECOND    CLASS 0
 LA1532
 LA1532.The horizontal coordinates were scaled from a map and have
 LA1532.an estimated accuracy of +/- 6 seconds.
 LA1532
 LA1532.The orthometric height was determined by differential leveling and
 LA1532.adjusted by the NATIONAL GEODETIC SURVEY
 LA1532.in June 1991.
 LA1532
 LA1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1532.GEOID18 height accuracy estimate available here.
 LA1532
 LA1532.Click photographs - Photos may exist for this station.
 LA1532
 LA1532.The dynamic height is computed by dividing the NAVD 88
 LA1532.geopotential number by the normal gravity value computed on the
 LA1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1532.degrees latitude (g = 980.6199 gals.).
 LA1532
 LA1532.The modeled gravity was interpolated from observed gravity values.
 LA1532
 LA1532;                    North         East    Units  Estimated Accuracy
 LA1532;SPC IN E     -   528,050.      109,750.      MT  (+/- 180 meters Scaled)
 LA1532
 LA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK235292(NAD 83)
 LA1532
 LA1532                          SUPERSEDED SURVEY CONTROL
 LA1532
 LA1532  NGVD 29 (??/??/92)  303.139  (m)          994.55   (f) ADJ UNCH    2 0
 LA1532
 LA1532.Superseded values are not recommended for survey control.
 LA1532
 LA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1532.See file dsdata.pdf to determine how the superseded data were derived.
 LA1532
 LA1532_MARKER: DB = BENCH MARK DISK
 LA1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1532_STAMPING: V 247 1947
 LA1532_MARK LOGO: CGS
 LA1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1532+STABILITY: SURFACE MOTION
 LA1532
 LA1532  HISTORY     - Date     Condition        Report By
 LA1532  HISTORY     - 1947     MONUMENTED       CGS
 LA1532
 LA1532                          STATION DESCRIPTION
 LA1532
 LA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1532'0.2 MI E FROM MECHANICSBURG.
 LA1532'AT MECHANICSBURG, ABOUT 0.2 MILE EAST OF THE MAIN CROSSROADS, AT
 LA1532'THE EAST EDGE OF TOWN, 40 FEET NORTH OF THE CENTER LINE OF THE
 LA1532'HIGHWAY, 72.5 FEET WEST OF THE CENTER OF A SMALL CREEK, 4.5
 LA1532'FEET EAST OF THE EAST GATE POST OF A GATE TO A BARN YARD, 48
 LA1532'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BARN, 28 FEET
 LA1532'EAST OF THE SOUTHEAST CORNER OF A YARD FENCE AROUND A TWO STORY
 LA1532'HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA1532'CONCRETE POST PROJECTING 3 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1544 ***********************************************************************
 LA1544  DESIGNATION -  V 248
 LA1544  PID         -  LA1544
 LA1544  STATE/COUNTY-  IN/HENRY
 LA1544  COUNTRY     -  US
 LA1544  USGS QUAD   -  MIDDLETOWN (2019)
 LA1544
 LA1544                         *CURRENT SURVEY CONTROL
 LA1544  ______________________________________________________________________
 LA1544* NAD 83(1986) POSITION- 40 03 08.     (N) 085 31 57.     (W)   SCALED
 LA1544* NAVD 88 ORTHO HEIGHT -   285.683 (meters)      937.28  (feet) ADJUSTED
 LA1544  ______________________________________________________________________
 LA1544  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 LA1544  DYNAMIC HEIGHT  -        285.528 (meters)      936.77  (feet) COMP
 LA1544  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 LA1544
 LA1544  VERT ORDER      -  SECOND    CLASS 0
 LA1544
 LA1544.The horizontal coordinates were scaled from a map and have
 LA1544.an estimated accuracy of +/- 6 seconds.
 LA1544
 LA1544.The orthometric height was determined by differential leveling and
 LA1544.adjusted by the NATIONAL GEODETIC SURVEY
 LA1544.in June 1991.
 LA1544
 LA1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1544.GEOID18 height accuracy estimate available here.
 LA1544
 LA1544.Click photographs - Photos may exist for this station.
 LA1544
 LA1544.The dynamic height is computed by dividing the NAVD 88
 LA1544.geopotential number by the normal gravity value computed on the
 LA1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1544.degrees latitude (g = 980.6199 gals.).
 LA1544
 LA1544.The modeled gravity was interpolated from observed gravity values.
 LA1544
 LA1544;                    North         East    Units  Estimated Accuracy
 LA1544;SPC IN E     -   533,330.      111,450.      MT  (+/- 180 meters Scaled)
 LA1544
 LA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK251345(NAD 83)
 LA1544
 LA1544                          SUPERSEDED SURVEY CONTROL
 LA1544
 LA1544  NGVD 29 (??/??/92)  285.817  (m)          937.72   (f) ADJ UNCH    2 0
 LA1544
 LA1544.Superseded values are not recommended for survey control.
 LA1544
 LA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1544.See file dsdata.pdf to determine how the superseded data were derived.
 LA1544
 LA1544_MARKER: DB = BENCH MARK DISK
 LA1544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1544_SP_SET: BRIDGE
 LA1544_STAMPING: V 248 1947
 LA1544_MARK LOGO: CGS
 LA1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1544
 LA1544  HISTORY     - Date     Condition        Report By
 LA1544  HISTORY     - 1947     MONUMENTED       CGS
 LA1544
 LA1544                          STATION DESCRIPTION
 LA1544
 LA1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1544'0.1 MI S FROM MIDDLETOWN.
 LA1544'ABOUT 0.1 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1544'AT MIDDLETOWN, ABOUT 55 YARDS SOUTHEAST OF THE OVERPASS OF THE
 LA1544'PENNSYLVANIA RAILROAD, IN THE TOP OF THE SOUTHWEST END OF THE
 LA1544'NORTHEAST CONCRETE WING WALL OF AN 80-FOOT STEEL BRIDGE OVER FALL
 LA1544'CREEK, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 LA1544'NORTHEAST OF THE NORTH END OF THE STEEL BEAM AND ABOUT LEVEL
 LA1544'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0743 ***********************************************************************
 HA0743  DESIGNATION -  V 248
 HA0743  PID         -  HA0743
 HA0743  STATE/COUNTY-  IN/SPENCER
 HA0743  COUNTRY     -  US
 HA0743  USGS QUAD   -  ROCKPORT (2019)
 HA0743
 HA0743                         *CURRENT SURVEY CONTROL
 HA0743  ______________________________________________________________________
 HA0743* NAD 83(1986) POSITION- 37 53 45.     (N) 087 04 41.     (W)   SCALED
 HA0743* NAVD 88 ORTHO HEIGHT -   119.439 (meters)      391.86  (feet) ADJUSTED
 HA0743  ______________________________________________________________________
 HA0743  GEOID HEIGHT    -        -31.142 (meters)                     GEOID18
 HA0743  DYNAMIC HEIGHT  -        119.358 (meters)      391.59  (feet) COMP
 HA0743  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 HA0743
 HA0743  VERT ORDER      -  FIRST     CLASS II
 HA0743
 HA0743.The horizontal coordinates were scaled from a map and have
 HA0743.an estimated accuracy of +/- 6 seconds.
 HA0743
 HA0743.The orthometric height was determined by differential leveling and
 HA0743.adjusted by the NATIONAL GEODETIC SURVEY
 HA0743.in June 1991.
 HA0743
 HA0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0743.GEOID18 height accuracy estimate available here.
 HA0743
 HA0743.Click photographs - Photos may exist for this station.
 HA0743
 HA0743.The dynamic height is computed by dividing the NAVD 88
 HA0743.geopotential number by the normal gravity value computed on the
 HA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0743.degrees latitude (g = 980.6199 gals.).
 HA0743
 HA0743.The modeled gravity was interpolated from observed gravity values.
 HA0743
 HA0743;                    North         East    Units  Estimated Accuracy
 HA0743;SPC IN W     -   293,930.      900,460.      MT  (+/- 180 meters Scaled)
 HA0743
 HA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG931942(NAD 83)
 HA0743
 HA0743                          SUPERSEDED SURVEY CONTROL
 HA0743
 HA0743  NGVD 29 (??/??/92)  119.537  (m)          392.18   (f) ADJ UNCH    1 2
 HA0743
 HA0743.Superseded values are not recommended for survey control.
 HA0743
 HA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0743.See file dsdata.pdf to determine how the superseded data were derived.
 HA0743
 HA0743_MARKER: DD = SURVEY DISK
 HA0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0743_SP_SET: BRIDGE
 HA0743_STAMPING: V 248 SPR
 HA0743_MARK LOGO: INHD
 HA0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0743
 HA0743  HISTORY     - Date     Condition        Report By
 HA0743  HISTORY     - UNK      MONUMENTED       INHD
 HA0743  HISTORY     - 1965     GOOD             CGS
 HA0743
 HA0743                          STATION DESCRIPTION
 HA0743
 HA0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0743'2.1 MI W FROM ROCKPORT.
 HA0743'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0743'AT ROCKPORT, THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 66 AND
 HA0743'U.S. HIGHWAY 231, IN SECTION 21, T 6 S, R 7 W, AT THE WEST END OF
 HA0743'A CONCRETE HIGHWAY BRIDGE, 21 1/2 FEET NORTH OF THE CENTER LINE
 HA0743'OF THE HIGHWAY, SET IN THE TOP OF A LEDGE ON THE WEST END OF THE
 HA0743'NORTH CONCRETE BANNISTER OF THE BRIDGE, ABOUT 1 FOOT ABOVE THE
 HA0743'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1146 ***********************************************************************
 LA1146  DESIGNATION -  V 249
 LA1146  PID         -  LA1146
 LA1146  STATE/COUNTY-  IN/DELAWARE
 LA1146  COUNTRY     -  US
 LA1146  USGS QUAD   -  MUNCIE EAST (2019)
 LA1146
 LA1146                         *CURRENT SURVEY CONTROL
 LA1146  ______________________________________________________________________
 LA1146* NAD 83(1986) POSITION- 40 09 52.47   (N) 085 15 14.41   (W)   HD_HELD1
 LA1146* NAVD 88 ORTHO HEIGHT -   298.875 (meters)      980.56  (feet) ADJUSTED
 LA1146  ______________________________________________________________________
 LA1146  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 LA1146  DYNAMIC HEIGHT  -        298.715 (meters)      980.03  (feet) COMP
 LA1146  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 LA1146
 LA1146  VERT ORDER      -  SECOND    CLASS 0
 LA1146
 LA1146.The horizontal coordinates were determined by differentially corrected
 LA1146.hand held GPS observations or other comparable positioning techniques
 LA1146.and have an estimated accuracy of +/- 3 meters.
 LA1146
 LA1146.The orthometric height was determined by differential leveling and
 LA1146.adjusted by the NATIONAL GEODETIC SURVEY
 LA1146.in June 1991.
 LA1146
 LA1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1146.GEOID18 height accuracy estimate available here.
 LA1146
 LA1146.Click photographs - Photos may exist for this station.
 LA1146
 LA1146.The dynamic height is computed by dividing the NAVD 88
 LA1146.geopotential number by the normal gravity value computed on the
 LA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1146.degrees latitude (g = 980.6199 gals.).
 LA1146
 LA1146.The modeled gravity was interpolated from observed gravity values.
 LA1146
 LA1146;                    North         East    Units  Estimated Accuracy
 LA1146;SPC IN E     -   545,872.5     135,153.1     MT  (+/- 3 meters HH1 GPS) 
 LA1146
 LA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4868347485(NAD 83)
 LA1146
 LA1146                          SUPERSEDED SURVEY CONTROL
 LA1146
 LA1146  NGVD 29 (??/??/92)  299.013  (m)          981.01   (f) ADJ UNCH    2 0
 LA1146
 LA1146.Superseded values are not recommended for survey control.
 LA1146
 LA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1146.See file dsdata.pdf to determine how the superseded data were derived.
 LA1146
 LA1146_MARKER: DB = BENCH MARK DISK
 LA1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1146_SP_SET: ABUTMENT
 LA1146_STAMPING: V 249 1947
 LA1146_MARK LOGO: CGS
 LA1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1146
 LA1146  HISTORY     - Date     Condition        Report By
 LA1146  HISTORY     - 1947     MONUMENTED       CGS
 LA1146
 LA1146                          STATION DESCRIPTION
 LA1146
 LA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1146'3 MI SE FROM SELMA.
 LA1146'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1146'SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT
 LA1146'55 YARDS NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, SET
 LA1146'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 LA1146'270-FOOT STEEL BRIDGE OVER WEST FORK OF WHITE RIVER, 11 FEET
 LA1146'WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF THE STEEL
 LA1146'BEAM AND ABOUT 2 FEET BELOW THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1163 ***********************************************************************
 LA1163  DESIGNATION -  V 250
 LA1163  PID         -  LA1163
 LA1163  STATE/COUNTY-  IN/HENRY
 LA1163  COUNTRY     -  US
 LA1163  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1163
 LA1163                         *CURRENT SURVEY CONTROL
 LA1163  ______________________________________________________________________
 LA1163* NAD 83(1986) POSITION- 40 03 44.     (N) 085 22 48.     (W)   SCALED
 LA1163* NAVD 88 ORTHO HEIGHT -   310.598 (meters)     1019.02  (feet) ADJUSTED
 LA1163  ______________________________________________________________________
 LA1163  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 LA1163  DYNAMIC HEIGHT  -        310.429 (meters)     1018.47  (feet) COMP
 LA1163  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 LA1163
 LA1163  VERT ORDER      -  SECOND    CLASS 0
 LA1163
 LA1163.The horizontal coordinates were scaled from a map and have
 LA1163.an estimated accuracy of +/- 6 seconds.
 LA1163
 LA1163.The orthometric height was determined by differential leveling and
 LA1163.adjusted by the NATIONAL GEODETIC SURVEY
 LA1163.in June 1991.
 LA1163
 LA1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1163.GEOID18 height accuracy estimate available here.
 LA1163
 LA1163.Click photographs - Photos may exist for this station.
 LA1163
 LA1163.The dynamic height is computed by dividing the NAVD 88
 LA1163.geopotential number by the normal gravity value computed on the
 LA1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1163.degrees latitude (g = 980.6199 gals.).
 LA1163
 LA1163.The modeled gravity was interpolated from observed gravity values.
 LA1163
 LA1163;                    North         East    Units  Estimated Accuracy
 LA1163;SPC IN E     -   534,470.      124,460.      MT  (+/- 180 meters Scaled)
 LA1163
 LA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381359(NAD 83)
 LA1163
 LA1163                          SUPERSEDED SURVEY CONTROL
 LA1163
 LA1163  NGVD 29 (??/??/92)  310.730  (m)         1019.45   (f) ADJ UNCH    2 0
 LA1163
 LA1163.Superseded values are not recommended for survey control.
 LA1163
 LA1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1163.See file dsdata.pdf to determine how the superseded data were derived.
 LA1163
 LA1163_MARKER: DB = BENCH MARK DISK
 LA1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1163_STAMPING: V 250 1947
 LA1163_MARK LOGO: CGS
 LA1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1163+STABILITY: SURFACE MOTION
 LA1163
 LA1163  HISTORY     - Date     Condition        Report By
 LA1163  HISTORY     - 1947     MONUMENTED       CGS
 LA1163
 LA1163                          STATION DESCRIPTION
 LA1163
 LA1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1163'1.1 MI N FROM SPRINGPORT.
 LA1163'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 LA1163'SPRINGPORT, ABOUT 1.05 MILE SOUTH OF THE HENRY-DELAWARE COUNTY
 LA1163'LINE, AT THE SOUTH END OF A 2-FOOT CUT IN THE HIGHWAY, 339 FEET
 LA1163'NORTH OF THE NORTHWEST CORNER OF A 15-FOOT CONCRETE HIGHWAY BRIDGE,
 LA1163'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST
 LA1163'OF A 16-INCH HICKORY TREE GROWING ON THE HIGHWAY SHOULDER, 245 FEET
 LA1163'SOUTH OF THE SOUTH DRIVE WAY TO A FARM HOUSE, 1 FOOT EAST OF THE
 LA1163'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 LA1163'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1163'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1652 ***********************************************************************
 JZ1652  DESIGNATION -  V 251 RESET
 JZ1652  PID         -  JZ1652
 JZ1652  STATE/COUNTY-  IN/HENRY
 JZ1652  COUNTRY     -  US
 JZ1652  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1652
 JZ1652                         *CURRENT SURVEY CONTROL
 JZ1652  ______________________________________________________________________
 JZ1652* NAD 83(1986) POSITION- 39 54 32.     (N) 085 23 06.     (W)   SCALED
 JZ1652* NAVD 88 ORTHO HEIGHT -   310.96  (meters)     1020.2   (feet) RESET
 JZ1652  ______________________________________________________________________
 JZ1652  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 JZ1652  VERT ORDER      -  THIRD
 JZ1652
 JZ1652.The horizontal coordinates were scaled from a map and have
 JZ1652.an estimated accuracy of +/- 6 seconds.
 JZ1652
 JZ1652.The orthometric height was computed from unverified reset data.
 JZ1652
 JZ1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1652.GEOID18 height accuracy estimate available here.
 JZ1652
 JZ1652.Click photographs - Photos may exist for this station.
 JZ1652
 JZ1652;                    North         East    Units  Estimated Accuracy
 JZ1652;SPC IN E     -   517,440.      124,080.      MT  (+/- 180 meters Scaled)
 JZ1652
 JZ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380188(NAD 83)
 JZ1652
 JZ1652                          SUPERSEDED SURVEY CONTROL
 JZ1652
 JZ1652.No superseded survey control is available for this station.
 JZ1652
 JZ1652_MARKER: DB = BENCH MARK DISK
 JZ1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1652_STAMPING: V 251 RESET 1970
 JZ1652_MARK LOGO: CGS
 JZ1652_PROJECTION: FLUSH
 JZ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1652+STABILITY: SURFACE MOTION
 JZ1652
 JZ1652  HISTORY     - Date     Condition        Report By
 JZ1652  HISTORY     - 1970     MONUMENTED       NGS
 JZ1652
 JZ1652                          STATION DESCRIPTION
 JZ1652
 JZ1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1652'1.5 MI S FROM NEW CASTLE.
 JZ1652'1.5 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 JZ1652'STATE HIGHWAY 38 AT NEW CASTLE, 1 FOOT SOUTH OF A METAL WITNESS
 JZ1652'POST, 55 FEET NORTH OF THE WEST BOUND LANE OF TROJAN LANE, 73
 JZ1652'FEET SOUTHEAST OF A POWER POLE, 80 FEET EAST OF THE CENTERLINE OF
 JZ1652'THE NORTH BOUND LANE OF HIGHWAY 3, ABOUT 200 FEET SOUTHWEST
 JZ1652'OF THE HENRY COUNTY SAVINGS AND LOAN ASSOCIATION, SET IN THE
 JZ1652'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1520 ***********************************************************************
 JZ1520  DESIGNATION -  V 252
 JZ1520  PID         -  JZ1520
 JZ1520  STATE/COUNTY-  IN/HENRY
 JZ1520  COUNTRY     -  US
 JZ1520  USGS QUAD   -  LEWISVILLE (2019)
 JZ1520
 JZ1520                         *CURRENT SURVEY CONTROL
 JZ1520  ______________________________________________________________________
 JZ1520* NAD 83(1986) POSITION- 39 48 30.     (N) 085 18 58.     (W)   SCALED
 JZ1520* NAVD 88 ORTHO HEIGHT -   329.064 (meters)     1079.60  (feet) ADJUSTED
 JZ1520  ______________________________________________________________________
 JZ1520  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 JZ1520  DYNAMIC HEIGHT  -        328.873 (meters)     1078.98  (feet) COMP
 JZ1520  MODELED GRAVITY -    980,039.1   (mgal)                       NAVD 88
 JZ1520
 JZ1520  VERT ORDER      -  SECOND    CLASS 0
 JZ1520
 JZ1520.The horizontal coordinates were scaled from a map and have
 JZ1520.an estimated accuracy of +/- 6 seconds.
 JZ1520
 JZ1520.The orthometric height was determined by differential leveling and
 JZ1520.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1520.in June 1991.
 JZ1520
 JZ1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1520.GEOID18 height accuracy estimate available here.
 JZ1520
 JZ1520.Click photographs - Photos may exist for this station.
 JZ1520
 JZ1520.The dynamic height is computed by dividing the NAVD 88
 JZ1520.geopotential number by the normal gravity value computed on the
 JZ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1520.degrees latitude (g = 980.6199 gals.).
 JZ1520
 JZ1520.The modeled gravity was interpolated from observed gravity values.
 JZ1520
 JZ1520;                    North         East    Units  Estimated Accuracy
 JZ1520;SPC IN E     -   506,300.      130,020.      MT  (+/- 180 meters Scaled)
 JZ1520
 JZ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK441078(NAD 83)
 JZ1520
 JZ1520                          SUPERSEDED SURVEY CONTROL
 JZ1520
 JZ1520  NGVD 29 (??/??/92)  329.193  (m)         1080.03   (f) ADJ UNCH    2 0
 JZ1520
 JZ1520.Superseded values are not recommended for survey control.
 JZ1520
 JZ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1520.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1520
 JZ1520_MARKER: DB = BENCH MARK DISK
 JZ1520_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1520_SP_SET: BOX CULVERT HEADWALL
 JZ1520_STAMPING: V 252 1947
 JZ1520_MARK LOGO: CGS
 JZ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1520+STABILITY: SURFACE MOTION
 JZ1520
 JZ1520  HISTORY     - Date     Condition        Report By
 JZ1520  HISTORY     - 1947     MONUMENTED       CGS
 JZ1520  HISTORY     - 20180807 MARK NOT FOUND   MCA
 JZ1520
 JZ1520                          STATION DESCRIPTION
 JZ1520
 JZ1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1520'1.4 MI W FROM STRAUGHN.
 JZ1520'ABOUT 1.35 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE CROSSROAD
 JZ1520'AT STRAUGHN, ABOUT 0.25 MILE EAST OF A SIDE ROAD SOUTH, IN THE
 JZ1520'TOP OF THE WEST END OF THE NORTH HEADWALL OF A 12-FOOT CONCRETE
 JZ1520'BOX CULVERT NUMBER 52, 25 FEET NORTH OF THE CENTER LINE OF THE
 JZ1520'WEST-BOUND TRAFFIC LANE AND ABOUT ONE-HALF FOOT BELOW HIGHWAY
 JZ1520'LEVEL.  NOTE-- THIS MARK IS ABOUT 2.0 MILES EAST ALONG HIGHWAY
 JZ1520'40 FROM THE JUNCTION WITH STATE HIGHWAY 103 AT LEWISVILLE.
 JZ1520
 JZ1520                          STATION RECOVERY (2018)
 JZ1520
 JZ1520'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1520'A NEW BOX CULVERT HAS BEEN INSTALLED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1566 ***********************************************************************
 JZ1566  DESIGNATION -  V 253
 JZ1566  PID         -  JZ1566
 JZ1566  STATE/COUNTY-  IN/FAYETTE
 JZ1566  COUNTRY     -  US
 JZ1566  USGS QUAD   -  FALMOUTH (2019)
 JZ1566
 JZ1566                         *CURRENT SURVEY CONTROL
 JZ1566  ______________________________________________________________________
 JZ1566* NAD 83(1986) POSITION- 39 44 39.     (N) 085 18 04.     (W)   SCALED
 JZ1566* NAVD 88 ORTHO HEIGHT -   310.363 (meters)     1018.25  (feet) ADJUSTED
 JZ1566  ______________________________________________________________________
 JZ1566  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JZ1566  DYNAMIC HEIGHT  -        310.181 (meters)     1017.65  (feet) COMP
 JZ1566  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 JZ1566
 JZ1566  VERT ORDER      -  SECOND    CLASS 0
 JZ1566
 JZ1566.The horizontal coordinates were scaled from a map and have
 JZ1566.an estimated accuracy of +/- 6 seconds.
 JZ1566
 JZ1566.The orthometric height was determined by differential leveling and
 JZ1566.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1566.in June 1991.
 JZ1566
 JZ1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1566.GEOID18 height accuracy estimate available here.
 JZ1566
 JZ1566.Click photographs - Photos may exist for this station.
 JZ1566
 JZ1566.The dynamic height is computed by dividing the NAVD 88
 JZ1566.geopotential number by the normal gravity value computed on the
 JZ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1566.degrees latitude (g = 980.6199 gals.).
 JZ1566
 JZ1566.The modeled gravity was interpolated from observed gravity values.
 JZ1566
 JZ1566;                    North         East    Units  Estimated Accuracy
 JZ1566;SPC IN E     -   499,180.      131,330.      MT  (+/- 180 meters Scaled)
 JZ1566
 JZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK455007(NAD 83)
 JZ1566
 JZ1566                          SUPERSEDED SURVEY CONTROL
 JZ1566
 JZ1566  NGVD 29 (??/??/92)  310.496  (m)         1018.69   (f) ADJ UNCH    2 0
 JZ1566
 JZ1566.Superseded values are not recommended for survey control.
 JZ1566
 JZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1566.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1566
 JZ1566_MARKER: DB = BENCH MARK DISK
 JZ1566_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1566_SP_SET: BOX CULVERT WINGWALL
 JZ1566_STAMPING: V 253 1947
 JZ1566_MARK LOGO: CGS
 JZ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1566+STABILITY: SURFACE MOTION
 JZ1566
 JZ1566  HISTORY     - Date     Condition        Report By
 JZ1566  HISTORY     - 1947     MONUMENTED       CGS
 JZ1566  HISTORY     - 20050901 MARK NOT FOUND   GEOCAC
 JZ1566
 JZ1566                          STATION DESCRIPTION
 JZ1566
 JZ1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1566'3 MI N FROM FALMOUTH.
 JZ1566'ABOUT 3.05 MILES NORTH ALONG THE COUNTY LINE ROAD FROM THE
 JZ1566'CROSSROADS AT FALMOUTH, IN THE SOUTHEAST QUARTER OF A CROSSROAD,
 JZ1566'IN THE TOP OF THE CENTER OF A CONNECTING WINGWALL BETWEEN A
 JZ1566'CONCRETE BOX CULVERT UNDER THE EAST-WEST ROAD AND A 50-FOOT
 JZ1566'STEEL BRIDGE UNDER THE NORTH-SOUTH ROAD, 11 FEET EAST OF THE
 JZ1566'CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET SOUTH OF THE CENTER
 JZ1566'LINE OF THE EAST-WEST ROAD, ABOUT ONE-HALF FOOT BELOW ROAD LEVEL.
 JZ1566
 JZ1566                          STATION RECOVERY (2005)
 JZ1566
 JZ1566'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1566'THE CONCRETE BOX CULVERT HAS BEEN REPLACED BY A PIPE CULVERT.  THE
 JZ1566'CONNECTING WINGWALL IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1593 ***********************************************************************
 JZ1593  DESIGNATION -  V 254
 JZ1593  PID         -  JZ1593
 JZ1593  STATE/COUNTY-  IN/FAYETTE
 JZ1593  COUNTRY     -  US
 JZ1593  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1593
 JZ1593                         *CURRENT SURVEY CONTROL
 JZ1593  ______________________________________________________________________
 JZ1593* NAD 83(1986) POSITION- 39 41 08.     (N) 085 03 13.     (W)   SCALED
 JZ1593* NAVD 88 ORTHO HEIGHT -   301.965 (meters)      990.70  (feet) ADJUSTED
 JZ1593  ______________________________________________________________________
 JZ1593  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ1593  DYNAMIC HEIGHT  -        301.787 (meters)      990.11  (feet) COMP
 JZ1593  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1593
 JZ1593  VERT ORDER      -  SECOND    CLASS 0
 JZ1593
 JZ1593.The horizontal coordinates were scaled from a map and have
 JZ1593.an estimated accuracy of +/- 6 seconds.
 JZ1593
 JZ1593.The orthometric height was determined by differential leveling and
 JZ1593.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1593.in June 1991.
 JZ1593
 JZ1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1593.GEOID18 height accuracy estimate available here.
 JZ1593
 JZ1593.Click photographs - Photos may exist for this station.
 JZ1593
 JZ1593.The dynamic height is computed by dividing the NAVD 88
 JZ1593.geopotential number by the normal gravity value computed on the
 JZ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1593.degrees latitude (g = 980.6199 gals.).
 JZ1593
 JZ1593.The modeled gravity was interpolated from observed gravity values.
 JZ1593
 JZ1593;                    North         East    Units  Estimated Accuracy
 JZ1593;SPC IN E     -   492,790.      152,590.      MT  (+/- 180 meters Scaled)
 JZ1593
 JZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ669946(NAD 83)
 JZ1593
 JZ1593                          SUPERSEDED SURVEY CONTROL
 JZ1593
 JZ1593  NGVD 29 (??/??/92)  302.107  (m)          991.16   (f) ADJ UNCH    2 0
 JZ1593
 JZ1593.Superseded values are not recommended for survey control.
 JZ1593
 JZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1593.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1593
 JZ1593_MARKER: DB = BENCH MARK DISK
 JZ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1593_STAMPING: V 254 1947
 JZ1593_MARK LOGO: CGS
 JZ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1593+STABILITY: SURFACE MOTION
 JZ1593
 JZ1593  HISTORY     - Date     Condition        Report By
 JZ1593  HISTORY     - 1947     MONUMENTED       CGS
 JZ1593
 JZ1593                          STATION DESCRIPTION
 JZ1593
 JZ1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1593'2.2 MI N FROM LYONSVILLE.
 JZ1593'ABOUT 2.25 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1593'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT LYONSVILLE, AT
 JZ1593'THE JUNCTION OF A ROAD LEADING WEST, 42 FEET SOUTH OF THE
 JZ1593'EXTENDED CENTER LINE OF THE ROAD WEST, 18 FEET EAST OF THE
 JZ1593'CENTER LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST OF A FENCE
 JZ1593'LINE, 27 FEET SOUTH OF THE SOUTH GATE POST OF A STEEL GATE, 1
 JZ1593'FOOT ABOVE ROAD LEVEL, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ1593'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 JZ1593'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1194 ***********************************************************************
 JZ1194  DESIGNATION -  V 255
 JZ1194  PID         -  JZ1194
 JZ1194  STATE/COUNTY-  IN/WAYNE
 JZ1194  COUNTRY     -  US
 JZ1194  USGS QUAD   -  RICHMOND (2019)
 JZ1194
 JZ1194                         *CURRENT SURVEY CONTROL
 JZ1194  ______________________________________________________________________
 JZ1194* NAD 83(1986) POSITION- 39 47 20.     (N) 084 57 55.     (W)   SCALED
 JZ1194* NAVD 88 ORTHO HEIGHT -   309.067 (meters)     1014.00  (feet) ADJUSTED
 JZ1194  ______________________________________________________________________
 JZ1194  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 JZ1194  DYNAMIC HEIGHT  -        308.889 (meters)     1013.41  (feet) COMP
 JZ1194  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 JZ1194
 JZ1194  VERT ORDER      -  SECOND    CLASS 0
 JZ1194
 JZ1194.The horizontal coordinates were scaled from a map and have
 JZ1194.an estimated accuracy of +/- 6 seconds.
 JZ1194
 JZ1194.The orthometric height was determined by differential leveling and
 JZ1194.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1194.in June 1991.
 JZ1194
 JZ1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1194.GEOID18 height accuracy estimate available here.
 JZ1194
 JZ1194.Click photographs - Photos may exist for this station.
 JZ1194
 JZ1194.The dynamic height is computed by dividing the NAVD 88
 JZ1194.geopotential number by the normal gravity value computed on the
 JZ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1194.degrees latitude (g = 980.6199 gals.).
 JZ1194
 JZ1194.The modeled gravity was interpolated from observed gravity values.
 JZ1194
 JZ1194;                    North         East    Units  Estimated Accuracy
 JZ1194;SPC IN E     -   504,310.      160,080.      MT  (+/- 180 meters Scaled)
 JZ1194
 JZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK742063(NAD 83)
 JZ1194
 JZ1194                          SUPERSEDED SURVEY CONTROL
 JZ1194
 JZ1194  NGVD 29 (??/??/92)  309.213  (m)         1014.48   (f) ADJ UNCH    2 0
 JZ1194
 JZ1194.Superseded values are not recommended for survey control.
 JZ1194
 JZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1194.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1194
 JZ1194_MARKER: DB = BENCH MARK DISK
 JZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1194_STAMPING: W 255 1947
 JZ1194_MARK LOGO: CGS
 JZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1194+STABILITY: SURFACE MOTION
 JZ1194
 JZ1194  HISTORY     - Date     Condition        Report By
 JZ1194  HISTORY     - 1947     MONUMENTED       CGS
 JZ1194
 JZ1194                          STATION DESCRIPTION
 JZ1194
 JZ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1194'3.8 MI SE FROM CENTERVILLE.
 JZ1194'1.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE MAIN STREET
 JZ1194'INTERSECTION AT CENTERVILLE, THENCE 2.25 MILES SOUTH ALONG A
 JZ1194'GRAVEL ROAD, AT THE TOP OF A GRADE, 14.5 FEET WEST OF THE
 JZ1194'CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE, 16 FEET
 JZ1194'SOUTHEAST OF A TRIANGULAR-BLAZED 10-INCH ASH TREE, 15 FEET
 JZ1194'NORTHEAST OF AN 8-INCH ASH TREE, 9.3 FEET NORTHWEST OF TELEPHONE
 JZ1194'POLE NUMBER 59, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ1194'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1194'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2425 ***********************************************************************
 JZ2425  DESIGNATION -  V 256
 JZ2425  PID         -  JZ2425
 JZ2425  STATE/COUNTY-  IN/RUSH
 JZ2425  COUNTRY     -  US
 JZ2425  USGS QUAD   -  MANILLA (2019)
 JZ2425
 JZ2425                         *CURRENT SURVEY CONTROL
 JZ2425  ______________________________________________________________________
 JZ2425* NAD 83(1986) POSITION- 39 30 42.     (N) 085 34 43.     (W)   SCALED
 JZ2425* NAVD 88 ORTHO HEIGHT -   281.616 (meters)      923.94  (feet) ADJUSTED
 JZ2425  ______________________________________________________________________
 JZ2425  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 JZ2425  DYNAMIC HEIGHT  -        281.446 (meters)      923.38  (feet) COMP
 JZ2425  MODELED GRAVITY -    980,015.4   (mgal)                       NAVD 88
 JZ2425
 JZ2425  VERT ORDER      -  SECOND    CLASS 0
 JZ2425
 JZ2425.The horizontal coordinates were scaled from a map and have
 JZ2425.an estimated accuracy of +/- 6 seconds.
 JZ2425
 JZ2425.The orthometric height was determined by differential leveling and
 JZ2425.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2425.in June 1991.
 JZ2425
 JZ2425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2425.GEOID18 height accuracy estimate available here.
 JZ2425
 JZ2425.Click photographs - Photos may exist for this station.
 JZ2425
 JZ2425.The dynamic height is computed by dividing the NAVD 88
 JZ2425.geopotential number by the normal gravity value computed on the
 JZ2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2425.degrees latitude (g = 980.6199 gals.).
 JZ2425
 JZ2425.The modeled gravity was interpolated from observed gravity values.
 JZ2425
 JZ2425;                    North         East    Units  Estimated Accuracy
 JZ2425;SPC IN E     -   473,300.      107,570.      MT  (+/- 180 meters Scaled)
 JZ2425
 JZ2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221745(NAD 83)
 JZ2425
 JZ2425                          SUPERSEDED SURVEY CONTROL
 JZ2425
 JZ2425  NGVD 29 (??/??/92)  281.737  (m)          924.33   (f) ADJ UNCH    2 0
 JZ2425
 JZ2425.Superseded values are not recommended for survey control.
 JZ2425
 JZ2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2425.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2425
 JZ2425_MARKER: DB = BENCH MARK DISK
 JZ2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2425_STAMPING: V 256 1947
 JZ2425_MARK LOGO: CGS
 JZ2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2425+STABILITY: SURFACE MOTION
 JZ2425
 JZ2425  HISTORY     - Date     Condition        Report By
 JZ2425  HISTORY     - 1947     MONUMENTED       CGS
 JZ2425
 JZ2425                          STATION DESCRIPTION
 JZ2425
 JZ2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2425'4.6 MI S FROM HOMER.
 JZ2425'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 JZ2425'OF THE ARLINGTON ROAD AT HOMER, THENCE ABOUT 4.55 MILES SOUTH
 JZ2425'ALONG A GRAVEL ROAD, ABOUT 1.05 MILE NORTH OF THE JUNCTION OF
 JZ2425'STATE HIGHWAY 244, ABOUT 0.5 MILE SOUTH OF A BLACK TOP ROAD
 JZ2425'CROSSING, ABOUT 0.1 MILE SOUTH OF A LARGE RED BARN, AT THE
 JZ2425'DRIVE WAY LEADING TO A FARM HOUSE ABOUT 0.15 MILE EAST OF THE
 JZ2425'ROAD, 124.5 FEET EAST OF A T FENCE CORNER POST IN THE FENCE
 JZ2425'LINE LEADING WEST, 16 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ2425'13 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE DRIVE WAY,
 JZ2425'51.5 FEET SOUTHWEST AND ACROSS THE JUNCTION FROM POWER POLE
 JZ2425'NO. 23, 2 FEET SOUTH OF A FENCE CORNER POST, 2 FEET EAST OF A
 JZ2425'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND
 JZ2425'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1935 ***********************************************************************
 JZ1935  DESIGNATION -  V 257
 JZ1935  PID         -  JZ1935
 JZ1935  STATE/COUNTY-  IN/DECATUR
 JZ1935  COUNTRY     -  US
 JZ1935  USGS QUAD   -  MILROY (2019)
 JZ1935
 JZ1935                         *CURRENT SURVEY CONTROL
 JZ1935  ______________________________________________________________________
 JZ1935* NAD 83(1986) POSITION- 39 23 32.     (N) 085 28 46.     (W)   SCALED
 JZ1935* NAVD 88 ORTHO HEIGHT -   288.753 (meters)      947.35  (feet) ADJUSTED
 JZ1935  ______________________________________________________________________
 JZ1935  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 JZ1935  DYNAMIC HEIGHT  -        288.574 (meters)      946.76  (feet) COMP
 JZ1935  MODELED GRAVITY -    979,998.9   (mgal)                       NAVD 88
 JZ1935
 JZ1935  VERT ORDER      -  SECOND    CLASS 0
 JZ1935
 JZ1935.The horizontal coordinates were scaled from a map and have
 JZ1935.an estimated accuracy of +/- 6 seconds.
 JZ1935
 JZ1935.The orthometric height was determined by differential leveling and
 JZ1935.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1935.in June 1991.
 JZ1935
 JZ1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1935.GEOID18 height accuracy estimate available here.
 JZ1935
 JZ1935.Click photographs - Photos may exist for this station.
 JZ1935
 JZ1935.The dynamic height is computed by dividing the NAVD 88
 JZ1935.geopotential number by the normal gravity value computed on the
 JZ1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1935.degrees latitude (g = 980.6199 gals.).
 JZ1935
 JZ1935.The modeled gravity was interpolated from observed gravity values.
 JZ1935
 JZ1935;                    North         East    Units  Estimated Accuracy
 JZ1935;SPC IN E     -   460,060.      116,130.      MT  (+/- 180 meters Scaled)
 JZ1935
 JZ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ309614(NAD 83)
 JZ1935
 JZ1935                          SUPERSEDED SURVEY CONTROL
 JZ1935
 JZ1935  NGVD 29 (??/??/92)  288.881  (m)          947.77   (f) ADJ UNCH    2 0
 JZ1935
 JZ1935.Superseded values are not recommended for survey control.
 JZ1935
 JZ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1935.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1935
 JZ1935_MARKER: DB = BENCH MARK DISK
 JZ1935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1935_SP_SET: BOX CULVERT
 JZ1935_STAMPING: V 257 1947
 JZ1935_MARK LOGO: CGS
 JZ1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1935+STABILITY: SURFACE MOTION
 JZ1935
 JZ1935  HISTORY     - Date     Condition        Report By
 JZ1935  HISTORY     - 1947     MONUMENTED       CGS
 JZ1935
 JZ1935                          STATION DESCRIPTION
 JZ1935
 JZ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1935'2.1 MI S FROM SANDUSKY.
 JZ1935'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT
 JZ1935'SANDUSKY, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A BLACK TOP
 JZ1935'ROAD LEADING WEST, SET IN THE TOP OF THE NORTH END OF THE EAST
 JZ1935'CONCRETE HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT, 21 FEET
 JZ1935'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 JZ1935'NORTH END OF THE HEAD WALL AND ABOUT 1/2-FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1954 ***********************************************************************
 JZ1954  DESIGNATION -  V 258
 JZ1954  PID         -  JZ1954
 JZ1954  STATE/COUNTY-  IN/DECATUR
 JZ1954  COUNTRY     -  US
 JZ1954  USGS QUAD   -  CLARKSBURG (2019)
 JZ1954
 JZ1954                         *CURRENT SURVEY CONTROL
 JZ1954  ______________________________________________________________________
 JZ1954* NAD 83(1986) POSITION- 39 26 00.2    (N) 085 18 27.8    (W)   HD_HELD2
 JZ1954* NAVD 88 ORTHO HEIGHT -   296.268 (meters)      972.01  (feet) ADJUSTED
 JZ1954  ______________________________________________________________________
 JZ1954  GEOID HEIGHT    -        -34.093 (meters)                     GEOID18
 JZ1954  DYNAMIC HEIGHT  -        296.085 (meters)      971.41  (feet) COMP
 JZ1954  MODELED GRAVITY -    980,003.2   (mgal)                       NAVD 88
 JZ1954
 JZ1954  VERT ORDER      -  SECOND    CLASS 0
 JZ1954
 JZ1954.The horizontal coordinates were established by autonomous hand held GPS
 JZ1954.observations and have an estimated accuracy of +/- 10 meters.
 JZ1954
 JZ1954.The orthometric height was determined by differential leveling and
 JZ1954.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1954.in June 1991.
 JZ1954
 JZ1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1954.GEOID18 height accuracy estimate available here.
 JZ1954
 JZ1954.Click photographs - Photos may exist for this station.
 JZ1954
 JZ1954.The dynamic height is computed by dividing the NAVD 88
 JZ1954.geopotential number by the normal gravity value computed on the
 JZ1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1954.degrees latitude (g = 980.6199 gals.).
 JZ1954
 JZ1954.The modeled gravity was interpolated from observed gravity values.
 JZ1954
 JZ1954;                    North         East    Units  Estimated Accuracy
 JZ1954;SPC IN E     -   464,671.      130,902.      MT  (+/- 10 meters HH2 GPS)
 JZ1954
 JZ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4564366238(NAD 83)
 JZ1954
 JZ1954                          SUPERSEDED SURVEY CONTROL
 JZ1954
 JZ1954  NGVD 29 (??/??/92)  296.404  (m)          972.45   (f) ADJ UNCH    2 0
 JZ1954
 JZ1954.Superseded values are not recommended for survey control.
 JZ1954
 JZ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1954.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1954
 JZ1954_MARKER: DB = BENCH MARK DISK
 JZ1954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1954_SP_SET: BRIDGE
 JZ1954_STAMPING: V 258 1947
 JZ1954_MARK LOGO: CGS
 JZ1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1954
 JZ1954  HISTORY     - Date     Condition        Report By
 JZ1954  HISTORY     - 1947     MONUMENTED       CGS
 JZ1954
 JZ1954                          STATION DESCRIPTION
 JZ1954
 JZ1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1954'2.2 MI E FROM CLARKSBURG.
 JZ1954'ABOUT 2.2 MILES EAST ALONG THE BUENA VISTA ROAD FROM THE
 JZ1954'CROSSROADS AT CLARKSBURG, ABOUT 2.0 MILES WEST OF THE CROSSROADS
 JZ1954'AT BUENA VISTA, ABOUT 0.7 MILE WEST OF THE DECATUR-FRANKLIN
 JZ1954'COUNTY LINE, SET IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL
 JZ1954'OF AN 18-FOOT CONCRETE BRIDGE OVER A CREEK, 14 FEET SOUTH OF
 JZ1954'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1765 ***********************************************************************
 JZ1765  DESIGNATION -  V 259
 JZ1765  PID         -  JZ1765
 JZ1765  STATE/COUNTY-  IN/FAYETTE
 JZ1765  COUNTRY     -  US
 JZ1765  USGS QUAD   -  NEW SALEM (2019)
 JZ1765
 JZ1765                         *CURRENT SURVEY CONTROL
 JZ1765  ______________________________________________________________________
 JZ1765* NAD 83(1986) POSITION- 39 33 37.74   (N) 085 17 54.37   (W)   HD_HELD1
 JZ1765* NAVD 88 ORTHO HEIGHT -   321.316 (meters)     1054.18  (feet) ADJUSTED
 JZ1765  ______________________________________________________________________
 JZ1765  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 JZ1765  DYNAMIC HEIGHT  -        321.121 (meters)     1053.54  (feet) COMP
 JZ1765  MODELED GRAVITY -    980,009.5   (mgal)                       NAVD 88
 JZ1765
 JZ1765  VERT ORDER      -  SECOND    CLASS 0
 JZ1765
 JZ1765.The horizontal coordinates were determined by differentially corrected
 JZ1765.hand held GPS observations or other comparable positioning techniques
 JZ1765.and have an estimated accuracy of +/- 3 meters.
 JZ1765
 JZ1765.The orthometric height was determined by differential leveling and
 JZ1765.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1765.in June 1991.
 JZ1765
 JZ1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1765.GEOID18 height accuracy estimate available here.
 JZ1765
 JZ1765.Click photographs - Photos may exist for this station.
 JZ1765
 JZ1765.The dynamic height is computed by dividing the NAVD 88
 JZ1765.geopotential number by the normal gravity value computed on the
 JZ1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1765.degrees latitude (g = 980.6199 gals.).
 JZ1765
 JZ1765.The modeled gravity was interpolated from observed gravity values.
 JZ1765
 JZ1765;                    North         East    Units  Estimated Accuracy
 JZ1765;SPC IN E     -   478,784.3     131,644.3     MT  (+/- 3 meters HH1 GPS) 
 JZ1765
 JZ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4617680359(NAD 83)
 JZ1765
 JZ1765                          SUPERSEDED SURVEY CONTROL
 JZ1765
 JZ1765  NGVD 29 (??/??/92)  321.448  (m)         1054.62   (f) ADJ UNCH    2 0
 JZ1765
 JZ1765.Superseded values are not recommended for survey control.
 JZ1765
 JZ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1765.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1765
 JZ1765_MARKER: DB = BENCH MARK DISK
 JZ1765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1765_SP_SET: BRIDGE
 JZ1765_STAMPING: V 259 1947
 JZ1765_MARK LOGO: CGS
 JZ1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1765+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2023
 JZ1765
 JZ1765  HISTORY     - Date     Condition        Report By
 JZ1765  HISTORY     - 1947     MONUMENTED       CGS
 JZ1765  HISTORY     - 20230322 GOOD             INDOT
 JZ1765
 JZ1765                          STATION DESCRIPTION
 JZ1765
 JZ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1765'1.6 MI S FROM ORANGE.
 JZ1765'ABOUT 1.6 MILES SOUTH ALONG THE RUSH-FAYETTE COUNTY LINE ROAD FROM
 JZ1765'THE CHRISTIAN CHURCH AT ORANGE, ABOUT 80 YARDS NORTH OF THE
 JZ1765'ENTRANCE TO THE L.C. BECHT FARM, SET IN THE TOP OF THE NORTH END
 JZ1765'OF THE EAST CONCRETE BANISTER OF A 10-FOOT CONCRETE BRIDGE, 10
 JZ1765'FEET EAST OF THE CENTER LINE OF THE ROAD AND 2.5 FEET ABOVE
 JZ1765'THE ROAD LEVEL.
 JZ1765
 JZ1765                          STATION RECOVERY (2023)
 JZ1765
 JZ1765'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2285 ***********************************************************************
 JZ2285  DESIGNATION -  V 260
 JZ2285  PID         -  JZ2285
 JZ2285  STATE/COUNTY-  IN/DECATUR
 JZ2285  COUNTRY     -  US
 JZ2285  USGS QUAD   -  FOREST HILL (2019)
 JZ2285
 JZ2285                         *CURRENT SURVEY CONTROL
 JZ2285  ______________________________________________________________________
 JZ2285* NAD 83(1986) POSITION- 39 20 34.     (N) 085 33 22.     (W)   SCALED
 JZ2285* NAVD 88 ORTHO HEIGHT -   273.738 (meters)      898.09  (feet) ADJUSTED
 JZ2285  ______________________________________________________________________
 JZ2285  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2285  DYNAMIC HEIGHT  -        273.568 (meters)      897.53  (feet) COMP
 JZ2285  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 JZ2285
 JZ2285  VERT ORDER      -  SECOND    CLASS 0
 JZ2285
 JZ2285.The horizontal coordinates were scaled from a map and have
 JZ2285.an estimated accuracy of +/- 6 seconds.
 JZ2285
 JZ2285.The orthometric height was determined by differential leveling and
 JZ2285.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2285.in June 1991.
 JZ2285
 JZ2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2285.GEOID18 height accuracy estimate available here.
 JZ2285
 JZ2285.Click photographs - Photos may exist for this station.
 JZ2285
 JZ2285.The dynamic height is computed by dividing the NAVD 88
 JZ2285.geopotential number by the normal gravity value computed on the
 JZ2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2285.degrees latitude (g = 980.6199 gals.).
 JZ2285
 JZ2285.The modeled gravity was interpolated from observed gravity values.
 JZ2285
 JZ2285;                    North         East    Units  Estimated Accuracy
 JZ2285;SPC IN E     -   454,560.      109,530.      MT  (+/- 180 meters Scaled)
 JZ2285
 JZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ244558(NAD 83)
 JZ2285
 JZ2285                          SUPERSEDED SURVEY CONTROL
 JZ2285
 JZ2285  NGVD 29 (??/??/92)  273.856  (m)          898.48   (f) ADJ UNCH    2 0
 JZ2285
 JZ2285.Superseded values are not recommended for survey control.
 JZ2285
 JZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2285.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2285
 JZ2285_MARKER: DB = BENCH MARK DISK
 JZ2285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2285_SP_SET: BOX CULVERT HEADWALL
 JZ2285_STAMPING: V 260 1947
 JZ2285_MARK LOGO: CGS
 JZ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2285+STABILITY: SURFACE MOTION
 JZ2285
 JZ2285  HISTORY     - Date     Condition        Report By
 JZ2285  HISTORY     - 1947     MONUMENTED       CGS
 JZ2285
 JZ2285                          STATION DESCRIPTION
 JZ2285
 JZ2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2285'3.4 MI S FROM ADAMS.
 JZ2285'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2285'FROM THE STATION AT ADAMS, THENCE ABOUT 0.7 MILE SOUTH ALONG
 JZ2285'A GRAVEL ROAD, THENCE ABOUT 0.25 MILE WEST ALONG A BLACK TOP
 JZ2285'ROAD, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT
 JZ2285'0.55 MILE NORTH OF THE T JUNCTION OF AN EAST-WEST BLACK TOP
 JZ2285'ROAD, ABOUT 200 FEET SOUTH OF THE WEWEE FARM HOUSE, SET IN THE
 JZ2285'TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 7-FOOT CONCRETE
 JZ2285'BOX CULVERT, 9 FEET EAST OF AND ABOUT 2.5 FEET ABOVE THE CENTER
 JZ2285'LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1993 ***********************************************************************
 JZ1993  DESIGNATION -  V 261
 JZ1993  PID         -  JZ1993
 JZ1993  STATE/COUNTY-  IN/FRANKLIN
 JZ1993  COUNTRY     -  US
 JZ1993  USGS QUAD   -  BATESVILLE (2019)
 JZ1993
 JZ1993                         *CURRENT SURVEY CONTROL
 JZ1993  ______________________________________________________________________
 JZ1993* NAD 83(1986) POSITION- 39 20 42.     (N) 085 11 53.     (W)   SCALED
 JZ1993* NAVD 88 ORTHO HEIGHT -   294.120 (meters)      964.96  (feet) ADJUSTED
 JZ1993  ______________________________________________________________________
 JZ1993  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 JZ1993  DYNAMIC HEIGHT  -        293.938 (meters)      964.36  (feet) COMP
 JZ1993  MODELED GRAVITY -    980,002.2   (mgal)                       NAVD 88
 JZ1993
 JZ1993  VERT ORDER      -  SECOND    CLASS 0
 JZ1993
 JZ1993.The horizontal coordinates were scaled from a map and have
 JZ1993.an estimated accuracy of +/- 6 seconds.
 JZ1993
 JZ1993.The orthometric height was determined by differential leveling and
 JZ1993.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1993.in June 1991.
 JZ1993
 JZ1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1993.GEOID18 height accuracy estimate available here.
 JZ1993
 JZ1993.Click photographs - Photos may exist for this station.
 JZ1993
 JZ1993.The dynamic height is computed by dividing the NAVD 88
 JZ1993.geopotential number by the normal gravity value computed on the
 JZ1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1993.degrees latitude (g = 980.6199 gals.).
 JZ1993
 JZ1993.The modeled gravity was interpolated from observed gravity values.
 JZ1993
 JZ1993;                    North         East    Units  Estimated Accuracy
 JZ1993;SPC IN E     -   454,900.      140,400.      MT  (+/- 180 meters Scaled)
 JZ1993
 JZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ552566(NAD 83)
 JZ1993
 JZ1993                          SUPERSEDED SURVEY CONTROL
 JZ1993
 JZ1993  NGVD 29 (??/??/92)  294.273  (m)          965.46   (f) ADJ UNCH    2 0
 JZ1993
 JZ1993.Superseded values are not recommended for survey control.
 JZ1993
 JZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1993.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1993
 JZ1993_MARKER: DB = BENCH MARK DISK
 JZ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1993_STAMPING: V 261 1947
 JZ1993_MARK LOGO: CGS
 JZ1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1993+STABILITY: SURFACE MOTION
 JZ1993
 JZ1993  HISTORY     - Date     Condition        Report By
 JZ1993  HISTORY     - 1947     MONUMENTED       CGS
 JZ1993
 JZ1993                          STATION DESCRIPTION
 JZ1993
 JZ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1993'0.5 MI N FROM OLDENBURG.
 JZ1993'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 229 FROM THE HOLY
 JZ1993'FAMILY SCHOOL AT OLDENBURG, ABOUT 100 YARDS SOUTHEAST OF A HOUSE
 JZ1993'ON THE NORTHWEST SIDE OF THE HIGHWAY, AT A FENCE CORNER AND GATE,
 JZ1993'34 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 JZ1993'SOUTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING NORTHWEST
 JZ1993'THROUGH A GATE TO THE FARM HOUSE, 5.5 FEET NORTHWEST OF THE
 JZ1993'FENCE CORNER, 1 FOOT SOUTHWEST OF THE FENCE LINE, 2.5 FEET
 JZ1993'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 JZ1993'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1993'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1803 ***********************************************************************
 JZ1803  DESIGNATION -  V 262
 JZ1803  PID         -  JZ1803
 JZ1803  STATE/COUNTY-  IN/FRANKLIN
 JZ1803  COUNTRY     -  US
 JZ1803  USGS QUAD   -  ALPINE (2019)
 JZ1803
 JZ1803                         *CURRENT SURVEY CONTROL
 JZ1803  ______________________________________________________________________
 JZ1803* NAD 83(1986) POSITION- 39 31 10.     (N) 085 08 48.     (W)   SCALED
 JZ1803* NAVD 88 ORTHO HEIGHT -   303.117 (meters)      994.48  (feet) ADJUSTED
 JZ1803  ______________________________________________________________________
 JZ1803  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 JZ1803  DYNAMIC HEIGHT  -        302.932 (meters)      993.87  (feet) COMP
 JZ1803  MODELED GRAVITY -    980,008.0   (mgal)                       NAVD 88
 JZ1803
 JZ1803  VERT ORDER      -  SECOND    CLASS 0
 JZ1803
 JZ1803.The horizontal coordinates were scaled from a map and have
 JZ1803.an estimated accuracy of +/- 6 seconds.
 JZ1803
 JZ1803.The orthometric height was determined by differential leveling and
 JZ1803.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1803.in June 1991.
 JZ1803
 JZ1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1803.GEOID18 height accuracy estimate available here.
 JZ1803
 JZ1803.Click photographs - Photos may exist for this station.
 JZ1803
 JZ1803.The dynamic height is computed by dividing the NAVD 88
 JZ1803.geopotential number by the normal gravity value computed on the
 JZ1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1803.degrees latitude (g = 980.6199 gals.).
 JZ1803
 JZ1803.The modeled gravity was interpolated from observed gravity values.
 JZ1803
 JZ1803;                    North         East    Units  Estimated Accuracy
 JZ1803;SPC IN E     -   474,290.      144,710.      MT  (+/- 180 meters Scaled)
 JZ1803
 JZ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ593760(NAD 83)
 JZ1803
 JZ1803                          SUPERSEDED SURVEY CONTROL
 JZ1803
 JZ1803  NGVD 29 (??/??/92)  303.264  (m)          994.96   (f) ADJ UNCH    2 0
 JZ1803
 JZ1803.Superseded values are not recommended for survey control.
 JZ1803
 JZ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1803.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1803
 JZ1803_MARKER: DB = BENCH MARK DISK
 JZ1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1803_STAMPING: V 262 1947
 JZ1803_MARK LOGO: CGS
 JZ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1803+STABILITY: SURFACE MOTION
 JZ1803
 JZ1803  HISTORY     - Date     Condition        Report By
 JZ1803  HISTORY     - 1947     MONUMENTED       CGS
 JZ1803
 JZ1803                          STATION DESCRIPTION
 JZ1803
 JZ1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1803'3.2 MI E FROM LAUREL.
 JZ1803'ABOUT 3.25 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD FROM
 JZ1803'THE MAIN CROSSROADS AT LAUREL, AT THE WILLIAM CLARK FARM, 54.5
 JZ1803'FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE, 21 FEET
 JZ1803'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13.7 FEET NORTHEAST
 JZ1803'OF A 10-INCH MAPLE TREE, 2 FEET NORTH OF A FENCE CORNER, 2 FEET
 JZ1803'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 JZ1803'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1012 ***********************************************************************
 JA1012  DESIGNATION -  V 262 INHD
 JA1012  PID         -  JA1012
 JA1012  STATE/COUNTY-  IN/PIKE
 JA1012  COUNTRY     -  US
 JA1012  USGS QUAD   -  OAKLAND CITY (2019)
 JA1012
 JA1012                         *CURRENT SURVEY CONTROL
 JA1012  ______________________________________________________________________
 JA1012* NAD 83(1986) POSITION- 38 20 29.     (N) 087 18 56.     (W)   SCALED
 JA1012* NAVD 88 ORTHO HEIGHT -   129.215 (meters)      423.93  (feet) ADJUSTED
 JA1012  ______________________________________________________________________
 JA1012  GEOID HEIGHT    -        -31.805 (meters)                     GEOID18
 JA1012  DYNAMIC HEIGHT  -        129.130 (meters)      423.65  (feet) COMP
 JA1012  MODELED GRAVITY -    979,967.9   (mgal)                       NAVD 88
 JA1012
 JA1012  VERT ORDER      -  FIRST     CLASS II
 JA1012
 JA1012.The horizontal coordinates were scaled from a map and have
 JA1012.an estimated accuracy of +/- 6 seconds.
 JA1012
 JA1012.The orthometric height was determined by differential leveling and
 JA1012.adjusted by the NATIONAL GEODETIC SURVEY
 JA1012.in June 1991.
 JA1012
 JA1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1012.GEOID18 height accuracy estimate available here.
 JA1012
 JA1012.Click photographs - Photos may exist for this station.
 JA1012
 JA1012.The dynamic height is computed by dividing the NAVD 88
 JA1012.geopotential number by the normal gravity value computed on the
 JA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1012.degrees latitude (g = 980.6199 gals.).
 JA1012
 JA1012.The modeled gravity was interpolated from observed gravity values.
 JA1012
 JA1012;                    North         East    Units  Estimated Accuracy
 JA1012;SPC IN W     -   343,410.      879,700.      MT  (+/- 180 meters Scaled)
 JA1012
 JA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH724437(NAD 83)
 JA1012
 JA1012                          SUPERSEDED SURVEY CONTROL
 JA1012
 JA1012  NGVD 29 (??/??/92)  129.338  (m)          424.34   (f) ADJ UNCH    1 2
 JA1012
 JA1012.Superseded values are not recommended for survey control.
 JA1012
 JA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1012.See file dsdata.pdf to determine how the superseded data were derived.
 JA1012
 JA1012_MARKER: DD = SURVEY DISK
 JA1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1012_SP_SET: BRIDGE
 JA1012_STAMPING: V 262 GIB
 JA1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1012
 JA1012  HISTORY     - Date     Condition        Report By
 JA1012  HISTORY     - UNK      MONUMENTED       INHD
 JA1012  HISTORY     - 1965     GOOD             CGS
 JA1012  HISTORY     - 20121223 MARK NOT FOUND   GEOCAC
 JA1012
 JA1012                          STATION DESCRIPTION
 JA1012
 JA1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1012'1.6 MI E FROM OAKLAND CITY.
 JA1012'ABOUT 1.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1012'AT OAKLAND CITY, IN SECTION 16, T 2 S, R 8 W, 0.4 MILE WEST OF
 JA1012'MILE POST 177, 81 FEET NORTHEAST OF THE GIBSON-PIKE COUNTY LINE,
 JA1012'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE
 JA1012'CURBING OF A CONCRETE BRIDGE ON STATE HIGHWAY 64, 71 FEET
 JA1012'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 17 FEET NORTHWEST
 JA1012'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET BELOW THE
 JA1012'LEVEL OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA1012'HIGHWAY.
 JA1012
 JA1012                          STATION RECOVERY (2012)
 JA1012
 JA1012'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2058 ***********************************************************************
 JZ2058  DESIGNATION -  V 263
 JZ2058  PID         -  JZ2058
 JZ2058  STATE/COUNTY-  IN/DEARBORN
 JZ2058  COUNTRY     -  US
 JZ2058  USGS QUAD   -  SPADES (2019)
 JZ2058
 JZ2058                         *CURRENT SURVEY CONTROL
 JZ2058  ______________________________________________________________________
 JZ2058* NAD 83(1986) POSITION- 39 15 48.02   (N) 085 00 43.44   (W)   HD_HELD1
 JZ2058* NAVD 88 ORTHO HEIGHT -   307.873 (meters)     1010.08  (feet) ADJUSTED
 JZ2058  ______________________________________________________________________
 JZ2058  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2058  DYNAMIC HEIGHT  -        307.680 (meters)     1009.45  (feet) COMP
 JZ2058  MODELED GRAVITY -    979,993.5   (mgal)                       NAVD 88
 JZ2058
 JZ2058  VERT ORDER      -  SECOND    CLASS 0
 JZ2058
 JZ2058.The horizontal coordinates were determined by differentially corrected
 JZ2058.hand held GPS observations or other comparable positioning techniques
 JZ2058.and have an estimated accuracy of +/- 3 meters.
 JZ2058
 JZ2058.The orthometric height was determined by differential leveling and
 JZ2058.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2058.in June 1991.
 JZ2058
 JZ2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2058.GEOID18 height accuracy estimate available here.
 JZ2058
 JZ2058.Click photographs - Photos may exist for this station.
 JZ2058
 JZ2058.The dynamic height is computed by dividing the NAVD 88
 JZ2058.geopotential number by the normal gravity value computed on the
 JZ2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2058.degrees latitude (g = 980.6199 gals.).
 JZ2058
 JZ2058.The modeled gravity was interpolated from observed gravity values.
 JZ2058
 JZ2058;                    North         East    Units  Estimated Accuracy
 JZ2058;SPC IN E     -   445,934.9     156,493.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2058
 JZ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7150547883(NAD 83)
 JZ2058
 JZ2058                          SUPERSEDED SURVEY CONTROL
 JZ2058
 JZ2058  NGVD 29 (??/??/92)  308.056  (m)         1010.68   (f) ADJ UNCH    2 0
 JZ2058
 JZ2058.Superseded values are not recommended for survey control.
 JZ2058
 JZ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2058.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2058
 JZ2058_MARKER: DB = BENCH MARK DISK
 JZ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2058_STAMPING: V 263 1947
 JZ2058_MARK LOGO: CGS
 JZ2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2058+STABILITY: SURFACE MOTION
 JZ2058
 JZ2058  HISTORY     - Date     Condition        Report By
 JZ2058  HISTORY     - 1947     MONUMENTED       CGS
 JZ2058
 JZ2058                          STATION DESCRIPTION
 JZ2058
 JZ2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2058'2.8 MI SE FROM LAWRENCEVILLE.
 JZ2058'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CROSSROADS
 JZ2058'AT LAWRENCEVILLE, THENCE ABOUT 1.25 MILES SOUTH ALONG A GRAVEL
 JZ2058'ROAD, AT THE T JUNCTION OF AN EAST-WEST GRAVEL ROAD, 20 FEET
 JZ2058'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 18 FEET EAST
 JZ2058'OF THE PROLONGED CENTER LINE OF THE ROAD NORTH, 2.5 FEET SOUTHWEST
 JZ2058'OF A POWER LINE BRACE POLE, 8 FEET NORTHWEST OF A 24-INCH OAK
 JZ2058'TREE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 JZ2058'FOOT ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 JZ2058'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1010 ***********************************************************************
 JA1010  DESIGNATION -  V 263 INHD
 JA1010  PID         -  JA1010
 JA1010  STATE/COUNTY-  IN/PIKE
 JA1010  COUNTRY     -  US
 JA1010  USGS QUAD   -  OAKLAND CITY (2019)
 JA1010
 JA1010                         *CURRENT SURVEY CONTROL
 JA1010  ______________________________________________________________________
 JA1010* NAD 83(1986) POSITION- 38 20 32.4    (N) 087 18 48.7    (W)   HD_HELD2
 JA1010* NAVD 88 ORTHO HEIGHT -   129.623 (meters)      425.27  (feet) ADJUSTED
 JA1010  ______________________________________________________________________
 JA1010  GEOID HEIGHT    -        -31.809 (meters)                     GEOID18
 JA1010  DYNAMIC HEIGHT  -        129.537 (meters)      424.99  (feet) COMP
 JA1010  MODELED GRAVITY -    979,968.1   (mgal)                       NAVD 88
 JA1010
 JA1010  VERT ORDER      -  FIRST     CLASS II
 JA1010
 JA1010.The horizontal coordinates were established by autonomous hand held GPS
 JA1010.observations and have an estimated accuracy of +/- 10 meters.
 JA1010
 JA1010.The orthometric height was determined by differential leveling and
 JA1010.adjusted by the NATIONAL GEODETIC SURVEY
 JA1010.in June 1991.
 JA1010
 JA1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1010.GEOID18 height accuracy estimate available here.
 JA1010
 JA1010.Click photographs - Photos may exist for this station.
 JA1010
 JA1010.The dynamic height is computed by dividing the NAVD 88
 JA1010.geopotential number by the normal gravity value computed on the
 JA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1010.degrees latitude (g = 980.6199 gals.).
 JA1010
 JA1010.The modeled gravity was interpolated from observed gravity values.
 JA1010
 JA1010;                    North         East    Units  Estimated Accuracy
 JA1010;SPC IN W     -   343,517.      879,876.      MT  (+/- 10 meters HH2 GPS)
 JA1010
 JA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7260143845(NAD 83)
 JA1010
 JA1010                          SUPERSEDED SURVEY CONTROL
 JA1010
 JA1010  NGVD 29 (??/??/92)  129.746  (m)          425.68   (f) ADJ UNCH    1 2
 JA1010
 JA1010.Superseded values are not recommended for survey control.
 JA1010
 JA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1010.See file dsdata.pdf to determine how the superseded data were derived.
 JA1010
 JA1010_MARKER: DB = BENCH MARK DISK
 JA1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1010_SP_SET: BRIDGE
 JA1010_STAMPING: V 263 PIKE
 JA1010_MARK LOGO: INHD
 JA1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1010
 JA1010  HISTORY     - Date     Condition        Report By
 JA1010  HISTORY     - UNK      MONUMENTED       INHD
 JA1010  HISTORY     - 1965     GOOD             CGS
 JA1010  HISTORY     - 20121223 GOOD             GEOCAC
 JA1010
 JA1010                          STATION DESCRIPTION
 JA1010
 JA1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1010'1.8 MI E FROM OAKLAND CITY.
 JA1010'ABOUT 1.75 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 JA1010'STATION AT OAKLAND CITY, IN SECTION 16, T 2 S, R 8 W, 57 FEET
 JA1010'SOUTHEAST OF THE SOUTHEAST GIRDER OF A STEEL RAILROAD BRIDGE,
 JA1010'SET IN THE TOP OF THE CONCRETE CURBING OF THE WEST WING WALL OF
 JA1010'THE STATE HIGHWAY 64 CONCRETE BRIDGE OVER SHY DRAINAGE DITCH,
 JA1010'62 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 18 FEET
 JA1010'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET BELOW
 JA1010'THE LEVEL OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA1010'HIGHWAY.
 JA1010
 JA1010                          STATION RECOVERY (2012)
 JA1010
 JA1010'RECOVERY NOTE BY GEOCACHING 2012 (RCF)
 JA1010'A STATE HIGHWAY COMMISSION OF INDIANA DISK STAMPED V 263 PIKE 426.515
 JA1010'ON THE WEST WING WALL OF THE BRIDGE.   THE DISK IS BEHIND THE PARAPET
 JA1010'WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2024 ***********************************************************************
 JZ2024  DESIGNATION -  V 264
 JZ2024  PID         -  JZ2024
 JZ2024  STATE/COUNTY-  IN/FRANKLIN
 JZ2024  COUNTRY     -  US
 JZ2024  USGS QUAD   -  SPADES (2019)
 JZ2024
 JZ2024                         *CURRENT SURVEY CONTROL
 JZ2024  ______________________________________________________________________
 JZ2024* NAD 83(1986) POSITION- 39 19 18.36   (N) 085 02 20.86   (W)   HD_HELD1
 JZ2024* NAVD 88 ORTHO HEIGHT -   299.499 (meters)      982.61  (feet) ADJUSTED
 JZ2024  ______________________________________________________________________
 JZ2024  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2024  DYNAMIC HEIGHT  -        299.313 (meters)      982.00  (feet) COMP
 JZ2024  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 JZ2024
 JZ2024  VERT ORDER      -  SECOND    CLASS 0
 JZ2024
 JZ2024.The horizontal coordinates were determined by differentially corrected
 JZ2024.hand held GPS observations or other comparable positioning techniques
 JZ2024.and have an estimated accuracy of +/- 3 meters.
 JZ2024
 JZ2024.The orthometric height was determined by differential leveling and
 JZ2024.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2024.in June 1991.
 JZ2024
 JZ2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2024.GEOID18 height accuracy estimate available here.
 JZ2024
 JZ2024.Click photographs - Photos may exist for this station.
 JZ2024
 JZ2024.The dynamic height is computed by dividing the NAVD 88
 JZ2024.geopotential number by the normal gravity value computed on the
 JZ2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2024.degrees latitude (g = 980.6199 gals.).
 JZ2024
 JZ2024.The modeled gravity was interpolated from observed gravity values.
 JZ2024
 JZ2024;                    North         East    Units  Estimated Accuracy
 JZ2024;SPC IN E     -   452,405.0     154,112.8     MT  (+/- 3 meters HH1 GPS) 
 JZ2024
 JZ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6903054317(NAD 83)
 JZ2024
 JZ2024                          SUPERSEDED SURVEY CONTROL
 JZ2024
 JZ2024  NGVD 29 (??/??/92)  299.677  (m)          983.19   (f) ADJ UNCH    2 0
 JZ2024
 JZ2024.Superseded values are not recommended for survey control.
 JZ2024
 JZ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2024.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2024
 JZ2024_MARKER: DB = BENCH MARK DISK
 JZ2024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2024_SP_SET: CULVERT HEADWALL
 JZ2024_STAMPING: V 264 1947
 JZ2024_MARK LOGO: CGS
 JZ2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2024+STABILITY: SURFACE MOTION
 JZ2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2024+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 JZ2024
 JZ2024  HISTORY     - Date     Condition        Report By
 JZ2024  HISTORY     - 1947     MONUMENTED       CGS
 JZ2024  HISTORY     - 20230314 GOOD             INDOT
 JZ2024
 JZ2024                          STATION DESCRIPTION
 JZ2024
 JZ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2024'AT ST PETER.
 JZ2024'AT ST. PETER, AT THE CROSSROADS, ABOUT 0.35 MILE WEST OF THE
 JZ2024'CATHOLIC CHURCH, SET IN THE TOP OF THE EAST L SHAPED CONCRETE
 JZ2024'HEAD WALL OF A 15-INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD,
 JZ2024'17 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET
 JZ2024'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND ABOUT LEVEL
 JZ2024'WITH THE CROSSROADS.
 JZ2024
 JZ2024                          STATION RECOVERY (2023)
 JZ2024
 JZ2024'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0944 ***********************************************************************
 JZ0944  DESIGNATION -  V 265
 JZ0944  PID         -  JZ0944
 JZ0944  STATE/COUNTY-  IN/FRANKLIN
 JZ0944  COUNTRY     -  US
 JZ0944  USGS QUAD   -  REILY (2016)
 JZ0944
 JZ0944                         *CURRENT SURVEY CONTROL
 JZ0944  ______________________________________________________________________
 JZ0944* NAD 83(1986) POSITION- 39 24 16.     (N) 084 50 15.     (W)   SCALED
 JZ0944* NAVD 88 ORTHO HEIGHT -   282.141 (meters)      925.66  (feet) ADJUSTED
 JZ0944  ______________________________________________________________________
 JZ0944  GEOID HEIGHT    -        -33.558 (meters)                     GEOID18
 JZ0944  DYNAMIC HEIGHT  -        281.975 (meters)      925.11  (feet) COMP
 JZ0944  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 JZ0944
 JZ0944  VERT ORDER      -  SECOND    CLASS 0
 JZ0944
 JZ0944.The horizontal coordinates were scaled from a map and have
 JZ0944.an estimated accuracy of +/- 6 seconds.
 JZ0944
 JZ0944.The orthometric height was determined by differential leveling and
 JZ0944.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0944.in June 1991.
 JZ0944
 JZ0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0944.GEOID18 height accuracy estimate available here.
 JZ0944
 JZ0944.Click photographs - Photos may exist for this station.
 JZ0944
 JZ0944.The dynamic height is computed by dividing the NAVD 88
 JZ0944.geopotential number by the normal gravity value computed on the
 JZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0944.degrees latitude (g = 980.6199 gals.).
 JZ0944
 JZ0944.The modeled gravity was interpolated from observed gravity values.
 JZ0944
 JZ0944;                    North         East    Units  Estimated Accuracy
 JZ0944;SPC IN E     -   461,720.      171,420.      MT  (+/- 180 meters Scaled)
 JZ0944
 JZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ861638(NAD 83)
 JZ0944
 JZ0944                          SUPERSEDED SURVEY CONTROL
 JZ0944
 JZ0944  NGVD 29 (??/??/92)  282.319  (m)          926.24   (f) ADJ UNCH    2 0
 JZ0944
 JZ0944.Superseded values are not recommended for survey control.
 JZ0944
 JZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0944.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0944
 JZ0944_MARKER: DB = BENCH MARK DISK
 JZ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0944_STAMPING: V 265 1947
 JZ0944_MARK LOGO: CGS
 JZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0944+STABILITY: SURFACE MOTION
 JZ0944
 JZ0944  HISTORY     - Date     Condition        Report By
 JZ0944  HISTORY     - 1947     MONUMENTED       CGS
 JZ0944
 JZ0944                          STATION DESCRIPTION
 JZ0944
 JZ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0944'2 MI E FROM MT CARMEL.
 JZ0944'2.05 MILES EAST ALONG STATE HIGHWAY 252 FROM THE PRESBYTERIAN
 JZ0944'CHURCH AT MT. CARMEL, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A
 JZ0944'SIDE ROAD SOUTH, ABOUT 120 YARDS NORTHWEST OF AN ABANDONED BRICK
 JZ0944'SCHOOL BUILDING, AT THE ENTRANCE TO BERT ALVEYS FARM, ABOUT 36
 JZ0944'YARDS EAST OF THE CENTER OF A 10-FOOT CONCRETE BOX CULVERT, 25
 JZ0944'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST
 JZ0944'OF THE CENTER LINE OF THE FARM LANE, 5.5 FEET SOUTHEAST OF A
 JZ0944'FENCE CORNER, 1 FOOT NORTHEAST OF THE FENCE LINE, 2.5 FEET
 JZ0944'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JZ0944'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0944'6 INCHES.  NOTE-- MARK IS ABOUT 1.5 MILES WEST OF THE
 JZ0944'OHIO-INDIANA STATE LINE AT SCIPIO, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2279 ***********************************************************************
 JZ2279  DESIGNATION -  V 266
 JZ2279  PID         -  JZ2279
 JZ2279  STATE/COUNTY-  IN/DECATUR
 JZ2279  COUNTRY     -  US
 JZ2279  USGS QUAD   -  HARTSVILLE (2019)
 JZ2279
 JZ2279                         *CURRENT SURVEY CONTROL
 JZ2279  ______________________________________________________________________
 JZ2279* NAD 83(1986) POSITION- 39 19 12.4    (N) 085 38 24.9    (W)   HD_HELD2
 JZ2279* NAVD 88 ORTHO HEIGHT -   250.901 (meters)      823.16  (feet) ADJUSTED
 JZ2279  ______________________________________________________________________
 JZ2279  GEOID HEIGHT    -        -34.107 (meters)                     GEOID18
 JZ2279  DYNAMIC HEIGHT  -        250.746 (meters)      822.66  (feet) COMP
 JZ2279  MODELED GRAVITY -    980,003.1   (mgal)                       NAVD 88
 JZ2279
 JZ2279  VERT ORDER      -  SECOND    CLASS 0
 JZ2279
 JZ2279.The horizontal coordinates were established by autonomous hand held GPS
 JZ2279.observations and have an estimated accuracy of +/- 10 meters.
 JZ2279
 JZ2279.The orthometric height was determined by differential leveling and
 JZ2279.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2279.in June 1991.
 JZ2279
 JZ2279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2279.GEOID18 height accuracy estimate available here.
 JZ2279
 JZ2279.Click photographs - Photos may exist for this station.
 JZ2279
 JZ2279.The dynamic height is computed by dividing the NAVD 88
 JZ2279.geopotential number by the normal gravity value computed on the
 JZ2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2279.degrees latitude (g = 980.6199 gals.).
 JZ2279
 JZ2279.The modeled gravity was interpolated from observed gravity values.
 JZ2279
 JZ2279;                    North         East    Units  Estimated Accuracy
 JZ2279;SPC IN E     -   452,034.      102,278.      MT  (+/- 10 meters HH2 GPS)
 JZ2279
 JZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1721253182(NAD 83)
 JZ2279
 JZ2279                          SUPERSEDED SURVEY CONTROL
 JZ2279
 JZ2279  NGVD 29 (??/??/92)  251.020  (m)          823.55   (f) ADJ UNCH    2 0
 JZ2279
 JZ2279.Superseded values are not recommended for survey control.
 JZ2279
 JZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2279.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2279
 JZ2279_MARKER: DB = BENCH MARK DISK
 JZ2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2279_STAMPING: V 266 1947
 JZ2279_MARK LOGO: CGS
 JZ2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2279+STABILITY: SURFACE MOTION
 JZ2279
 JZ2279  HISTORY     - Date     Condition        Report By
 JZ2279  HISTORY     - 1947     MONUMENTED       CGS
 JZ2279  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2279
 JZ2279                          STATION DESCRIPTION
 JZ2279
 JZ2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2279'AT BURNEY.
 JZ2279'AT BURNEY, ABOUT 0.25 MILE NORTH OF THE POST OFFICE, ABOUT 1 1/2
 JZ2279'BLOCKS WEST OF THE SCHOOL BUILDING, IN THE NORTHEAST ANGLE OF
 JZ2279'AN EAST-WEST STREET INTERSECTION, 15 FEET NORTH OF THE CENTER
 JZ2279'LINE OF THE EAST-WEST STREET, 29 FEET EAST OF THE CENTER LINE
 JZ2279'OF THE CLIFTY ROAD, 8 FEET EAST OF A FENCE CORNER, 9 FEET EAST
 JZ2279'OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE LINE, 2 FEET
 JZ2279'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2279'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2279
 JZ2279                          STATION RECOVERY (2022)
 JZ2279
 JZ2279'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2270 ***********************************************************************
 JZ2270  DESIGNATION -  V 267
 JZ2270  PID         -  JZ2270
 JZ2270  STATE/COUNTY-  IN/DECATUR
 JZ2270  COUNTRY     -  US
 JZ2270  USGS QUAD   -  FOREST HILL (2019)
 JZ2270
 JZ2270                         *CURRENT SURVEY CONTROL
 JZ2270  ______________________________________________________________________
 JZ2270* NAD 83(1986) POSITION- 39 22 05.9    (N) 085 36 58.9    (W)   HD_HELD2
 JZ2270* NAVD 88 ORTHO HEIGHT -   251.793 (meters)      826.09  (feet) ADJUSTED
 JZ2270  ______________________________________________________________________
 JZ2270  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 JZ2270  DYNAMIC HEIGHT  -        251.637 (meters)      825.58  (feet) COMP
 JZ2270  MODELED GRAVITY -    980,005.5   (mgal)                       NAVD 88
 JZ2270
 JZ2270  VERT ORDER      -  SECOND    CLASS 0
 JZ2270
 JZ2270.The horizontal coordinates were established by autonomous hand held GPS
 JZ2270.observations and have an estimated accuracy of +/- 10 meters.
 JZ2270
 JZ2270.The orthometric height was determined by differential leveling and
 JZ2270.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2270.in June 1991.
 JZ2270
 JZ2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2270.GEOID18 height accuracy estimate available here.
 JZ2270
 JZ2270.Click photographs - Photos may exist for this station.
 JZ2270
 JZ2270.The dynamic height is computed by dividing the NAVD 88
 JZ2270.geopotential number by the normal gravity value computed on the
 JZ2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2270.degrees latitude (g = 980.6199 gals.).
 JZ2270
 JZ2270.The modeled gravity was interpolated from observed gravity values.
 JZ2270
 JZ2270;                    North         East    Units  Estimated Accuracy
 JZ2270;SPC IN E     -   457,385.      104,335.      MT  (+/- 10 meters HH2 GPS)
 JZ2270
 JZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1919058562(NAD 83)
 JZ2270
 JZ2270                          SUPERSEDED SURVEY CONTROL
 JZ2270
 JZ2270  NGVD 29 (??/??/92)  251.909  (m)          826.47   (f) ADJ UNCH    2 0
 JZ2270
 JZ2270.Superseded values are not recommended for survey control.
 JZ2270
 JZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2270.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2270
 JZ2270_MARKER: DB = BENCH MARK DISK
 JZ2270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2270_SP_SET: CULVERT HEADWALL
 JZ2270_STAMPING: V 267 1947
 JZ2270_MARK LOGO: CGS
 JZ2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2270+STABILITY: SURFACE MOTION
 JZ2270
 JZ2270  HISTORY     - Date     Condition        Report By
 JZ2270  HISTORY     - 1947     MONUMENTED       CGS
 JZ2270
 JZ2270                          STATION DESCRIPTION
 JZ2270
 JZ2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2270'6 MI SE FROM GENEVA.
 JZ2270'ABOUT 6.0 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE METHODIST
 JZ2270'CHURCH AT GENEVA, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 JZ2270'OF A NORTH-SOUTH PAVED ROAD, IN THE TOP OF THE NORTH END OF AN
 JZ2270'L SHAPED CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 32 FEET
 JZ2270'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27 FEET NORTH OF
 JZ2270'THE CENTER LINE OF THE EAST-WEST ROAD, AND ABOUT 1 FOOT ABOVE
 JZ2270'THE LEVEL OF THE INTERSECTION.  THIS MARK MAY BE REACHED FROM
 JZ2270'ST. PAUL, SHELBY COUNTY, BY GOING 4.55 MILE SOUTH ALONG THE ST.
 JZ2270'PAUL-CLIFTY ROAD TO A PAVED ROAD INTERSECTION AND THE SITE
 JZ2270'OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2175 ***********************************************************************
 JZ2175  DESIGNATION -  V 268
 JZ2175  PID         -  JZ2175
 JZ2175  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2175  COUNTRY     -  US
 JZ2175  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2175
 JZ2175                         *CURRENT SURVEY CONTROL
 JZ2175  ______________________________________________________________________
 JZ2175* NAD 83(1986) POSITION- 39 14 49.39   (N) 085 46 18.53   (W)   HD_HELD1
 JZ2175* NAVD 88 ORTHO HEIGHT -   215.255 (meters)      706.22  (feet) ADJUSTED
 JZ2175  ______________________________________________________________________
 JZ2175  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2175  DYNAMIC HEIGHT  -        215.122 (meters)      705.78  (feet) COMP
 JZ2175  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 JZ2175
 JZ2175  VERT ORDER      -  SECOND    CLASS 0
 JZ2175
 JZ2175.The horizontal coordinates were determined by differentially corrected
 JZ2175.hand held GPS observations or other comparable positioning techniques
 JZ2175.and have an estimated accuracy of +/- 3 meters.
 JZ2175
 JZ2175.The orthometric height was determined by differential leveling and
 JZ2175.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2175.in June 1991.
 JZ2175
 JZ2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2175.GEOID18 height accuracy estimate available here.
 JZ2175
 JZ2175.Click photographs - Photos may exist for this station.
 JZ2175
 JZ2175.The dynamic height is computed by dividing the NAVD 88
 JZ2175.geopotential number by the normal gravity value computed on the
 JZ2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2175.degrees latitude (g = 980.6199 gals.).
 JZ2175
 JZ2175.The modeled gravity was interpolated from observed gravity values.
 JZ2175
 JZ2175;                    North         East    Units  Estimated Accuracy
 JZ2175;SPC IN E     -   443,927.9      90,923.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2175
 JZ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0598144911(NAD 83)
 JZ2175
 JZ2175                          SUPERSEDED SURVEY CONTROL
 JZ2175
 JZ2175  NGVD 29 (??/??/92)  215.376  (m)          706.61   (f) ADJ UNCH    2 0
 JZ2175
 JZ2175.Superseded values are not recommended for survey control.
 JZ2175
 JZ2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2175.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2175
 JZ2175_MARKER: DB = BENCH MARK DISK
 JZ2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2175_STAMPING: V 268 1947
 JZ2175_MARK LOGO: CGS
 JZ2175_PROJECTION: PROJECTING 3 CENTIMETERS
 JZ2175_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2175+STABILITY: SURFACE MOTION
 JZ2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2175+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 JZ2175
 JZ2175  HISTORY     - Date     Condition        Report By
 JZ2175  HISTORY     - 1947     MONUMENTED       CGS
 JZ2175  HISTORY     - 20160920 GOOD             INDIV
 JZ2175  HISTORY     - 20220617 GOOD             INDOT
 JZ2175
 JZ2175                          STATION DESCRIPTION
 JZ2175
 JZ2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2175'3.6 MI S FROM HOPE.
 JZ2175'ABOUT 3.65 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2175'CHURCH AT HOPE, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A
 JZ2175'GRAVEL ROAD LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF THE
 JZ2175'HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 27
 JZ2175'FEET SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 JZ2175'OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY, 9.5 FEET NORTH
 JZ2175'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF
 JZ2175'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ2175'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2175
 JZ2175                          STATION RECOVERY (2016)
 JZ2175
 JZ2175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEF)
 JZ2175'RECOVERED AS DESCRIBED
 JZ2175
 JZ2175                          STATION RECOVERY (2022)
 JZ2175
 JZ2175'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2132 ***********************************************************************
 JZ2132  DESIGNATION -  V 269
 JZ2132  PID         -  JZ2132
 JZ2132  STATE/COUNTY-  IN/DECATUR
 JZ2132  COUNTRY     -  US
 JZ2132  USGS QUAD   -  FOREST HILL (2019)
 JZ2132
 JZ2132                         *CURRENT SURVEY CONTROL
 JZ2132  ______________________________________________________________________
 JZ2132* NAD 83(1986) POSITION- 39 21 49.     (N) 085 32 14.     (W)   SCALED
 JZ2132* NAVD 88 ORTHO HEIGHT -   279.551 (meters)      917.16  (feet) ADJUSTED
 JZ2132  ______________________________________________________________________
 JZ2132  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ2132  DYNAMIC HEIGHT  -        279.377 (meters)      916.59  (feet) COMP
 JZ2132  MODELED GRAVITY -    979,999.7   (mgal)                       NAVD 88
 JZ2132
 JZ2132  VERT ORDER      -  FIRST     CLASS II
 JZ2132
 JZ2132.The horizontal coordinates were scaled from a map and have
 JZ2132.an estimated accuracy of +/- 6 seconds.
 JZ2132
 JZ2132.The orthometric height was determined by differential leveling and
 JZ2132.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2132.in June 1991.
 JZ2132
 JZ2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2132.GEOID18 height accuracy estimate available here.
 JZ2132
 JZ2132.Click photographs - Photos may exist for this station.
 JZ2132
 JZ2132.The dynamic height is computed by dividing the NAVD 88
 JZ2132.geopotential number by the normal gravity value computed on the
 JZ2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2132.degrees latitude (g = 980.6199 gals.).
 JZ2132
 JZ2132.The modeled gravity was interpolated from observed gravity values.
 JZ2132
 JZ2132;                    North         East    Units  Estimated Accuracy
 JZ2132;SPC IN E     -   456,870.      111,160.      MT  (+/- 180 meters Scaled)
 JZ2132
 JZ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ260581(NAD 83)
 JZ2132
 JZ2132                          SUPERSEDED SURVEY CONTROL
 JZ2132
 JZ2132  NGVD 29 (??/??/92)  279.670  (m)          917.55   (f) ADJ UNCH    1 2
 JZ2132
 JZ2132.Superseded values are not recommended for survey control.
 JZ2132
 JZ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2132.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2132
 JZ2132_MARKER: DB = BENCH MARK DISK
 JZ2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2132_STAMPING: V 269 1947
 JZ2132_MARK LOGO: CGS
 JZ2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2132+STABILITY: SURFACE MOTION
 JZ2132
 JZ2132  HISTORY     - Date     Condition        Report By
 JZ2132  HISTORY     - 1947     MONUMENTED       CGS
 JZ2132  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2132
 JZ2132                          STATION DESCRIPTION
 JZ2132
 JZ2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2132'3.2 MI NW FROM GREENSBURG.
 JZ2132'ABOUT 3.15 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2132'FROM THE STATION AT GREENSBURG, ABOUT 1.8 MILES SOUTHEAST OF THE
 JZ2132'STATION AT ADAMS, ABOUT 10 RAILS SOUTHEAST OF LIGHT SIGNAL NO.
 JZ2132'661, 64.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 56 FEET NORTHEAST
 JZ2132'OF MILE POST 66, 35.5 FEET SOUTHWEST OF THE R/W FENCE LINE, 4.5
 JZ2132'FEET NORTHWEST OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 JZ2132'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 JZ2132'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2132'6 INCHES.
 JZ2132
 JZ2132                          STATION RECOVERY (1986)
 JZ2132
 JZ2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1698 ***********************************************************************
 HZ1698  DESIGNATION -  V 270
 HZ1698  PID         -  HZ1698
 HZ1698  STATE/COUNTY-  IN/JENNINGS
 HZ1698  COUNTRY     -  US
 HZ1698  USGS QUAD   -  HAYDEN (2019)
 HZ1698
 HZ1698                         *CURRENT SURVEY CONTROL
 HZ1698  ______________________________________________________________________
 HZ1698* NAD 83(1986) POSITION- 38 59 57.     (N) 085 43 22.     (W)   SCALED
 HZ1698* NAVD 88 ORTHO HEIGHT -   198.060 (meters)      649.80  (feet) ADJUSTED
 HZ1698  ______________________________________________________________________
 HZ1698  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 HZ1698  DYNAMIC HEIGHT  -        197.935 (meters)      649.39  (feet) COMP
 HZ1698  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 HZ1698
 HZ1698  VERT ORDER      -  SECOND    CLASS 0
 HZ1698
 HZ1698.The horizontal coordinates were scaled from a map and have
 HZ1698.an estimated accuracy of +/- 6 seconds.
 HZ1698
 HZ1698.The orthometric height was determined by differential leveling and
 HZ1698.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1698.in June 1991.
 HZ1698
 HZ1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1698.GEOID18 height accuracy estimate available here.
 HZ1698
 HZ1698.Click photographs - Photos may exist for this station.
 HZ1698
 HZ1698.The dynamic height is computed by dividing the NAVD 88
 HZ1698.geopotential number by the normal gravity value computed on the
 HZ1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1698.degrees latitude (g = 980.6199 gals.).
 HZ1698
 HZ1698.The modeled gravity was interpolated from observed gravity values.
 HZ1698
 HZ1698;                    North         East    Units  Estimated Accuracy
 HZ1698;SPC IN E     -   416,410.       95,140.      MT  (+/- 180 meters Scaled)
 HZ1698
 HZ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ106174(NAD 83)
 HZ1698
 HZ1698                          SUPERSEDED SURVEY CONTROL
 HZ1698
 HZ1698  NGVD 29 (??/??/92)  198.182  (m)          650.20   (f) ADJ UNCH    2 0
 HZ1698
 HZ1698.Superseded values are not recommended for survey control.
 HZ1698
 HZ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1698.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1698
 HZ1698_MARKER: DB = BENCH MARK DISK
 HZ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1698_STAMPING: V 270 1947
 HZ1698_MARK LOGO: CGS
 HZ1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1698+STABILITY: SURFACE MOTION
 HZ1698
 HZ1698  HISTORY     - Date     Condition        Report By
 HZ1698  HISTORY     - 1947     MONUMENTED       CGS
 HZ1698  HISTORY     - 20100111 MARK NOT FOUND   INDIV
 HZ1698
 HZ1698                          STATION DESCRIPTION
 HZ1698
 HZ1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HZ1698'2.2 MI NE FROM HAYDEN.
 HZ1698'ABOUT 0.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HZ1698'THE STATION AT HAYDEN, THENCE ABOUT 0.3 MILE NORTH ALONG A GRAVEL
 HZ1698'ROAD, 0.1 MILE EAST ALONG A BLACK TOP ROAD, AND 1.15 MILES NORTH
 HZ1698'ALONG A GRAVEL ROAD, SET IN THE SOUTHWEST ANGLE OF THE T JUNCTION
 HZ1698'OF A ROAD LEADING WEST, 53.5 FEET WEST OF THE CENTER LINE OF THE
 HZ1698'ROAD, 17.5 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 16.5
 HZ1698'FEET WEST OF THE FENCE CORNER, 30 FEET SOUTH AND ACROSS THE ROAD
 HZ1698'WEST FROM POWER POLE NO. 863/13298, 1.5 FEET NORTH OF THE
 HZ1698'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HZ1698'4 FEET ABOVE THE NORTH-SOUTH ROAD AND SET IN THE TOP OF A
 HZ1698'CONCRETE POST PROJECTING 6 INCHES.
 HZ1698
 HZ1698                          STATION RECOVERY (2010)
 HZ1698
 HZ1698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2209 ***********************************************************************
 JZ2209  DESIGNATION -  V 271
 JZ2209  PID         -  JZ2209
 JZ2209  STATE/COUNTY-  IN/DECATUR
 JZ2209  COUNTRY     -  US
 JZ2209  USGS QUAD   -  GRAMMER (2019)
 JZ2209
 JZ2209                         *CURRENT SURVEY CONTROL
 JZ2209  ______________________________________________________________________
 JZ2209* NAD 83(1986) POSITION- 39 08 44.     (N) 085 40 13.     (W)   SCALED
 JZ2209* NAVD 88 ORTHO HEIGHT -   230.543 (meters)      756.37  (feet) ADJUSTED
 JZ2209  ______________________________________________________________________
 JZ2209  GEOID HEIGHT    -        -34.067 (meters)                     GEOID18
 JZ2209  DYNAMIC HEIGHT  -        230.397 (meters)      755.89  (feet) COMP
 JZ2209  MODELED GRAVITY -    979,993.0   (mgal)                       NAVD 88
 JZ2209
 JZ2209  VERT ORDER      -  SECOND    CLASS 0
 JZ2209
 JZ2209.The horizontal coordinates were scaled from a map and have
 JZ2209.an estimated accuracy of +/- 6 seconds.
 JZ2209
 JZ2209.The orthometric height was determined by differential leveling and
 JZ2209.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2209.in June 1991.
 JZ2209
 JZ2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2209.GEOID18 height accuracy estimate available here.
 JZ2209
 JZ2209.Click photographs - Photos may exist for this station.
 JZ2209
 JZ2209.The dynamic height is computed by dividing the NAVD 88
 JZ2209.geopotential number by the normal gravity value computed on the
 JZ2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2209.degrees latitude (g = 980.6199 gals.).
 JZ2209
 JZ2209.The modeled gravity was interpolated from observed gravity values.
 JZ2209
 JZ2209;                    North         East    Units  Estimated Accuracy
 JZ2209;SPC IN E     -   432,660.       99,690.      MT  (+/- 180 meters Scaled)
 JZ2209
 JZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ149337(NAD 83)
 JZ2209
 JZ2209                          SUPERSEDED SURVEY CONTROL
 JZ2209
 JZ2209  NGVD 29 (??/??/92)  230.663  (m)          756.77   (f) ADJ UNCH    2 0
 JZ2209
 JZ2209.Superseded values are not recommended for survey control.
 JZ2209
 JZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2209.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2209
 JZ2209_MARKER: DB = BENCH MARK DISK
 JZ2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2209_STAMPING: V 271 1947
 JZ2209_MARK LOGO: CGS
 JZ2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2209+STABILITY: SURFACE MOTION
 JZ2209
 JZ2209  HISTORY     - Date     Condition        Report By
 JZ2209  HISTORY     - 1947     MONUMENTED       CGS
 JZ2209
 JZ2209                          STATION DESCRIPTION
 JZ2209
 JZ2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2209'2.6 MI SW FROM SARDINIA.
 JZ2209'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 JZ2209'CHURCH AT SARDINIA, THENCE ABOUT 2.15 MILES WEST ALONG A GRAVEL
 JZ2209'COUNTY ROAD, ABOUT 1.0 MILE EAST OF THE DECATUR-BARTHOLOMEW
 JZ2209'COUNTY LINE, ABOUT 0.45 MILE EAST OF A NORTH-SOUTH CROSS ROAD,
 JZ2209'AT THE L.W. BEESLEY FARM, ABOUT 145 FEET SOUTH-SOUTHWEST OF THE
 JZ2209'SOUTHWEST CORNER OF THE HOUSE, 13 FEET NORTH OF THE CENTER LINE
 JZ2209'OF THE COUNTY ROAD, 139 FEET WEST OF THE CENTER LINE OF THE
 JZ2209'DRIVE WAY TO THE FARM HOUSE, 5 FEET WEST OF A FENCE CORNER AND
 JZ2209'GATE POST, 2.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF THE
 JZ2209'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ2209'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2209'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1817 ***********************************************************************
 JZ1817  DESIGNATION -  V 272
 JZ1817  PID         -  JZ1817
 JZ1817  STATE/COUNTY-  IN/RIPLEY
 JZ1817  COUNTRY     -  US
 JZ1817  USGS QUAD   -  SUNMAN (2019)
 JZ1817
 JZ1817                         *CURRENT SURVEY CONTROL
 JZ1817  ______________________________________________________________________
 JZ1817* NAD 83(1986) POSITION- 39 14 36.     (N) 085 06 17.     (W)   SCALED
 JZ1817* NAVD 88 ORTHO HEIGHT -   311.199 (meters)     1020.99  (feet) ADJUSTED
 JZ1817  ______________________________________________________________________
 JZ1817  GEOID HEIGHT    -        -34.081 (meters)                     GEOID18
 JZ1817  DYNAMIC HEIGHT  -        311.002 (meters)     1020.35  (feet) COMP
 JZ1817  MODELED GRAVITY -    979,988.4   (mgal)                       NAVD 88
 JZ1817
 JZ1817  VERT ORDER      -  FIRST     CLASS II
 JZ1817
 JZ1817.The horizontal coordinates were scaled from a map and have
 JZ1817.an estimated accuracy of +/- 6 seconds.
 JZ1817
 JZ1817.The orthometric height was determined by differential leveling and
 JZ1817.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1817.in June 1991.
 JZ1817
 JZ1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1817.GEOID18 height accuracy estimate available here.
 JZ1817
 JZ1817.Click photographs - Photos may exist for this station.
 JZ1817
 JZ1817.The dynamic height is computed by dividing the NAVD 88
 JZ1817.geopotential number by the normal gravity value computed on the
 JZ1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1817.degrees latitude (g = 980.6199 gals.).
 JZ1817
 JZ1817.The modeled gravity was interpolated from observed gravity values.
 JZ1817
 JZ1817;                    North         East    Units  Estimated Accuracy
 JZ1817;SPC IN E     -   443,660.      148,510.      MT  (+/- 180 meters Scaled)
 JZ1817
 JZ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ635454(NAD 83)
 JZ1817
 JZ1817                          SUPERSEDED SURVEY CONTROL
 JZ1817
 JZ1817  NGVD 29 (??/??/92)  311.357  (m)         1021.51   (f) ADJ UNCH    1 2
 JZ1817
 JZ1817.Superseded values are not recommended for survey control.
 JZ1817
 JZ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1817.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1817
 JZ1817_MARKER: DB = BENCH MARK DISK
 JZ1817_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1817+WITH SETTING: PAVEMENT
 JZ1817_SP_SET: SIGNAL BASE
 JZ1817_STAMPING: V 272 1947
 JZ1817_MARK LOGO: CGS
 JZ1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1817+STABILITY: SURFACE MOTION
 JZ1817
 JZ1817  HISTORY     - Date     Condition        Report By
 JZ1817  HISTORY     - 1947     MONUMENTED       CGS
 JZ1817  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1817  HISTORY     - 20010109 GOOD             LOCSUR
 JZ1817
 JZ1817                          STATION DESCRIPTION
 JZ1817
 JZ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1817'0.6 MI NW FROM SUNMAN.
 JZ1817'ABOUT 0.65 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1817'FROM THE STATION AT SUNMAN, ABOUT 8 RAILS SOUTHEAST OF SWITCH
 JZ1817'TOWER BROW, SET IN THE TOP OF THE CONCRETE BASE OF A LIGHT
 JZ1817'SIGNAL, 6.9 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 JZ1817'LEVEL WITH THE TRACK.
 JZ1817
 JZ1817                          STATION RECOVERY (1986)
 JZ1817
 JZ1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1817'MARK NOT FOUND.
 JZ1817
 JZ1817                          STATION RECOVERY (2001)
 JZ1817
 JZ1817'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JC)
 JZ1817'RECOVERED AS DESCRIBED PER NGS DATA SHEETS
 JZ1817'BY SURVEY PARTY CHIEF JASON CASWELL WITH GARY WOOD
 JZ1817'BLEDSOE TAPP AND RIGGERT, INC
 JZ1817'BLOOMINGTON, IN   47403
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0915 ***********************************************************************
 JZ0915  DESIGNATION -  V 273
 JZ0915  PID         -  JZ0915
 JZ0915  STATE/COUNTY-  IN/DEARBORN
 JZ0915  COUNTRY     -  US
 JZ0915  USGS QUAD   -  HOOVEN (2016)
 JZ0915
 JZ0915                         *CURRENT SURVEY CONTROL
 JZ0915  ______________________________________________________________________
 JZ0915* NAD 83(1986) POSITION- 39 13 26.     (N) 084 50 33.     (W)   SCALED
 JZ0915* NAVD 88 ORTHO HEIGHT -   207.818 (meters)      681.82  (feet) ADJUSTED
 JZ0915  ______________________________________________________________________
 JZ0915  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ0915  DYNAMIC HEIGHT  -        207.691 (meters)      681.40  (feet) COMP
 JZ0915  MODELED GRAVITY -    980,012.9   (mgal)                       NAVD 88
 JZ0915
 JZ0915  VERT ORDER      -  SECOND    CLASS 0
 JZ0915
 JZ0915.The horizontal coordinates were scaled from a map and have
 JZ0915.an estimated accuracy of +/- 6 seconds.
 JZ0915
 JZ0915.The orthometric height was determined by differential leveling and
 JZ0915.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0915.in June 1991.
 JZ0915
 JZ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0915.GEOID18 height accuracy estimate available here.
 JZ0915
 JZ0915.Click photographs - Photos may exist for this station.
 JZ0915
 JZ0915.The dynamic height is computed by dividing the NAVD 88
 JZ0915.geopotential number by the normal gravity value computed on the
 JZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0915.degrees latitude (g = 980.6199 gals.).
 JZ0915
 JZ0915.The modeled gravity was interpolated from observed gravity values.
 JZ0915
 JZ0915;                    North         East    Units  Estimated Accuracy
 JZ0915;SPC IN E     -   441,680.      171,170.      MT  (+/- 180 meters Scaled)
 JZ0915
 JZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862438(NAD 83)
 JZ0915
 JZ0915                          SUPERSEDED SURVEY CONTROL
 JZ0915
 JZ0915  NGVD 29 (??/??/92)  208.013  (m)          682.46   (f) ADJ UNCH    2 0
 JZ0915
 JZ0915.Superseded values are not recommended for survey control.
 JZ0915
 JZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0915.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0915
 JZ0915_MARKER: DB = BENCH MARK DISK
 JZ0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0915_SP_SET: BRIDGE
 JZ0915_STAMPING: V 273 1947
 JZ0915_MARK LOGO: CGS
 JZ0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0915
 JZ0915  HISTORY     - Date     Condition        Report By
 JZ0915  HISTORY     - 1947     MONUMENTED       CGS
 JZ0915
 JZ0915                          STATION DESCRIPTION
 JZ0915
 JZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0915'1 MI NE FROM BRIGHT.
 JZ0915'0.95 MILE NORTHEAST ALONG A ROAD LEADING TO HARRISON, OHIO FROM
 JZ0915'THE PROVIDENCE CHURCH AT BRIGHT, SET IN THE TOP OF THE NORTH
 JZ0915'WING WALL OF A 15-FOOT CONCRETE BRIDGE OVER A CREEK, 11.5 FEET
 JZ0915'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0870 ***********************************************************************
 JZ0870  DESIGNATION -  V 274
 JZ0870  PID         -  JZ0870
 JZ0870  STATE/COUNTY-  IN/FRANKLIN
 JZ0870  COUNTRY     -  US
 JZ0870  USGS QUAD   -  REILY (2016)
 JZ0870
 JZ0870                         *CURRENT SURVEY CONTROL
 JZ0870  ______________________________________________________________________
 JZ0870* NAD 83(1986) POSITION- 39 28 11.5    (N) 084 51 45.3    (W)   HD_HELD2
 JZ0870* NAVD 88 ORTHO HEIGHT -   312.029 (meters)     1023.72  (feet) ADJUSTED
 JZ0870  ______________________________________________________________________
 JZ0870  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 JZ0870  DYNAMIC HEIGHT  -        311.847 (meters)     1023.12  (feet) COMP
 JZ0870  MODELED GRAVITY -    980,036.2   (mgal)                       NAVD 88
 JZ0870
 JZ0870  VERT ORDER      -  SECOND    CLASS 0
 JZ0870
 JZ0870.The horizontal coordinates were established by autonomous hand held GPS
 JZ0870.observations and have an estimated accuracy of +/- 10 meters.
 JZ0870
 JZ0870.The orthometric height was determined by differential leveling and
 JZ0870.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0870.in June 1991.
 JZ0870
 JZ0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0870.GEOID18 height accuracy estimate available here.
 JZ0870
 JZ0870.Click photographs - Photos may exist for this station.
 JZ0870
 JZ0870.The dynamic height is computed by dividing the NAVD 88
 JZ0870.geopotential number by the normal gravity value computed on the
 JZ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0870.degrees latitude (g = 980.6199 gals.).
 JZ0870
 JZ0870.The modeled gravity was interpolated from observed gravity values.
 JZ0870
 JZ0870;                    North         East    Units  Estimated Accuracy
 JZ0870;SPC IN E     -   468,967.      169,190.      MT  (+/- 10 meters HH2 GPS)
 JZ0870
 JZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8386071100(NAD 83)
 JZ0870
 JZ0870                          SUPERSEDED SURVEY CONTROL
 JZ0870
 JZ0870  NGVD 29 (??/??/92)  312.195  (m)         1024.26   (f) ADJ UNCH    2 0
 JZ0870
 JZ0870.Superseded values are not recommended for survey control.
 JZ0870
 JZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0870.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0870
 JZ0870_MARKER: DB = BENCH MARK DISK
 JZ0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0870_SP_SET: BUILDING
 JZ0870_STAMPING: V 274 1947
 JZ0870_MARK LOGO: CGS
 JZ0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0870+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ0870
 JZ0870  HISTORY     - Date     Condition        Report By
 JZ0870  HISTORY     - 1947     MONUMENTED       CGS
 JZ0870  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0870
 JZ0870                          STATION DESCRIPTION
 JZ0870
 JZ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0870'0.8 MI W FROM RAYMOND.
 JZ0870'0.85 MILE WEST ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE AND
 JZ0870'OHIO RAILWAY STATION AT RAYMOND, AT THE JUNCTION OF A ROAD
 JZ0870'LEADING NORTH TO NEW BATH, SET VERTICALLY IN THE SOUTH FACE AT
 JZ0870'THE SOUTHWEST CORNER OF THE SPRINGFIELD METHODIST CHURCH, 1 FOOT
 JZ0870'EAST OF THE SOUTHWEST CORNER AND 2.5 FEET ABOVE THE GROUND.
 JZ0870
 JZ0870                          STATION RECOVERY (2005)
 JZ0870
 JZ0870'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0917 ***********************************************************************
 HA0917  DESIGNATION -  V 275
 HA0917  PID         -  HA0917
 HA0917  STATE/COUNTY-  IN/POSEY
 HA0917  COUNTRY     -  US
 HA0917  USGS QUAD   -  MOUNT VERNON (2019)
 HA0917
 HA0917                         *CURRENT SURVEY CONTROL
 HA0917  ______________________________________________________________________
 HA0917* NAD 83(1986) POSITION- 37 58 51.     (N) 087 59 13.     (W)   SCALED
 HA0917* NAVD 88 ORTHO HEIGHT -   111.726 (meters)      366.55  (feet) ADJUSTED
 HA0917  ______________________________________________________________________
 HA0917  GEOID HEIGHT    -        -30.553 (meters)                     GEOID18
 HA0917  DYNAMIC HEIGHT  -        111.651 (meters)      366.31  (feet) COMP
 HA0917  MODELED GRAVITY -    979,952.8   (mgal)                       NAVD 88
 HA0917
 HA0917  VERT ORDER      -  FIRST     CLASS II
 HA0917
 HA0917.The horizontal coordinates were scaled from a map and have
 HA0917.an estimated accuracy of +/- 6 seconds.
 HA0917
 HA0917.The orthometric height was determined by differential leveling and
 HA0917.adjusted by the NATIONAL GEODETIC SURVEY
 HA0917.in June 1991.
 HA0917
 HA0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0917.GEOID18 height accuracy estimate available here.
 HA0917
 HA0917.Click photographs - Photos may exist for this station.
 HA0917
 HA0917.The dynamic height is computed by dividing the NAVD 88
 HA0917.geopotential number by the normal gravity value computed on the
 HA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0917.degrees latitude (g = 980.6199 gals.).
 HA0917
 HA0917.The modeled gravity was interpolated from observed gravity values.
 HA0917
 HA0917;                    North         East    Units  Estimated Accuracy
 HA0917;SPC IN W     -   303,750.      820,620.      MT  (+/- 180 meters Scaled)
 HA0917
 HA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH133041(NAD 83)
 HA0917
 HA0917                          SUPERSEDED SURVEY CONTROL
 HA0917
 HA0917  NGVD 29 (??/??/92)  111.838  (m)          366.92   (f) ADJ UNCH    1 2
 HA0917
 HA0917.Superseded values are not recommended for survey control.
 HA0917
 HA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0917.See file dsdata.pdf to determine how the superseded data were derived.
 HA0917
 HA0917_MARKER: DB = BENCH MARK DISK
 HA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0917_STAMPING: V 275 1954
 HA0917_MARK LOGO: CGS
 HA0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0917+STABILITY: SURFACE MOTION
 HA0917
 HA0917  HISTORY     - Date     Condition        Report By
 HA0917  HISTORY     - 1954     MONUMENTED       CGS
 HA0917
 HA0917                          STATION DESCRIPTION
 HA0917
 HA0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0917'3.4 MI NW FROM UPTON.
 HA0917'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0917'AT UPTON, THENCE ABOUT 0.5 MILE NORTH AND ABOUT 0.4 MILE WEST ALONG
 HA0917'GRAVEL ROADS, ABOUT 0.4 MILE WEST OF CROSSING OF EAST-WEST ROAD
 HA0917'AND THE LOUISVILLE AND NASHVILLE RAILROAD, 25 FEET SOUTH OF CENTER
 HA0917'LINE OF ROAD EAST, 210 FEET SOUTHEAST AND ACROSS ROAD FROM THE
 HA0917'SOUTHWEST STEEL PIER OF AN ABANDONED STEEL BRIDGE STRUCTURE OVER
 HA0917'BIG CREEK, 30 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF ROAD
 HA0917'JUNCTION (ROADS LEAD EAST, SOUTHWEST AND NORTH), 71 FEET
 HA0917'NORTH-NORTHWEST OF NORTHWEST CORNER OF AN ABANDONED FARM HOUSE,
 HA0917'14 1/2 FEET NORTHWEST OF AN OLD FRAME BUILDING, 1 1/2 FEET
 HA0917'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 HA0917'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0917'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1113 ***********************************************************************
 HA1113  DESIGNATION -  V 276
 HA1113  PID         -  HA1113
 HA1113  STATE/COUNTY-  IN/VANDERBURGH
 HA1113  COUNTRY     -  US
 HA1113  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1113
 HA1113                         *CURRENT SURVEY CONTROL
 HA1113  ______________________________________________________________________
 HA1113* NAD 83(1986) POSITION- 37 58 18.     (N) 087 34 38.     (W)   SCALED
 HA1113* NAVD 88 ORTHO HEIGHT -   117.613 (meters)      385.87  (feet) ADJUSTED
 HA1113  ______________________________________________________________________
 HA1113  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 HA1113  DYNAMIC HEIGHT  -        117.532 (meters)      385.60  (feet) COMP
 HA1113  MODELED GRAVITY -    979,938.2   (mgal)                       NAVD 88
 HA1113
 HA1113  VERT ORDER      -  FIRST     CLASS II
 HA1113
 HA1113.The horizontal coordinates were scaled from a map and have
 HA1113.an estimated accuracy of +/- 6 seconds.
 HA1113
 HA1113.The orthometric height was determined by differential leveling and
 HA1113.adjusted by the NATIONAL GEODETIC SURVEY
 HA1113.in June 1991.
 HA1113
 HA1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1113.GEOID18 height accuracy estimate available here.
 HA1113
 HA1113.Click photographs - Photos may exist for this station.
 HA1113
 HA1113.The dynamic height is computed by dividing the NAVD 88
 HA1113.geopotential number by the normal gravity value computed on the
 HA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1113.degrees latitude (g = 980.6199 gals.).
 HA1113
 HA1113.The modeled gravity was interpolated from observed gravity values.
 HA1113
 HA1113;                    North         East    Units  Estimated Accuracy
 HA1113;SPC IN W     -   302,460.      856,610.      MT  (+/- 180 meters Scaled)
 HA1113
 HA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH493028(NAD 83)
 HA1113
 HA1113                          SUPERSEDED SURVEY CONTROL
 HA1113
 HA1113  NGVD 29 (??/??/92)  117.705  (m)          386.17   (f) ADJ UNCH    1 2
 HA1113
 HA1113.Superseded values are not recommended for survey control.
 HA1113
 HA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1113.See file dsdata.pdf to determine how the superseded data were derived.
 HA1113
 HA1113_MARKER: DD = SURVEY DISK
 HA1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA1113_SP_SET: CONCRETE FLOOD WALL
 HA1113_STAMPING: V 276 VAN
 HA1113_MARK LOGO: INHD
 HA1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1113
 HA1113  HISTORY     - Date     Condition        Report By
 HA1113  HISTORY     - UNK      MONUMENTED       INHD
 HA1113  HISTORY     - 1965     GOOD             CGS
 HA1113  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA1113
 HA1113                          STATION DESCRIPTION
 HA1113
 HA1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1113'0.2 MI SW FROM EVANSVILLE.
 HA1113'ABOUT 0.15 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1113'OFFICE AT EVANSVILLE, THENCE 0.1 MILE NORTHWEST ALONG RIVERSIDE
 HA1113'DRIVE, IN SECTION 30, T 6 S, R 10 W, 95 FEET SOUTHEAST OF THE
 HA1113'EXTENDED CENTER LINE OF EAGLE STREET, 40 FEET SOUTHWEST OF THE
 HA1113'CENTER OF A CONCRETE BARRIER IN THE CENTER OF RIVERSIDE DRIVE,
 HA1113'50 FEET SOUTHEAST OF THE CENTER LINE OF A CONCRETE DRIVE LEADING
 HA1113'TO THE OHIO RIVER BANK, 26 FEET SOUTHEAST OF A LIGHT POLE, SET
 HA1113'IN THE TOP OF A CONCRETE FLOODWALL, 32.4 FEET SOUTHEAST OF THE
 HA1113'NORTHWEST END OF THE FLOODWALL, 3 1/2 FEET ABOVE THE SIDEWALK.
 HA1113
 HA1113                          STATION RECOVERY (1988)
 HA1113
 HA1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1615 ***********************************************************************
 JZ1615  DESIGNATION -  V 276
 JZ1615  PID         -  JZ1615
 JZ1615  STATE/COUNTY-  IN/FAYETTE
 JZ1615  COUNTRY     -  US
 JZ1615  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1615
 JZ1615                         *CURRENT SURVEY CONTROL
 JZ1615  ______________________________________________________________________
 JZ1615* NAD 83(1986) POSITION- 39 41 51.     (N) 085 08 07.     (W)   SCALED
 JZ1615* NAVD 88 ORTHO HEIGHT -   264.413 (meters)      867.50  (feet) ADJUSTED
 JZ1615  ______________________________________________________________________
 JZ1615  GEOID HEIGHT    -        -34.008 (meters)                     GEOID18
 JZ1615  DYNAMIC HEIGHT  -        264.257 (meters)      866.98  (feet) COMP
 JZ1615  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 JZ1615
 JZ1615  VERT ORDER      -  SECOND    CLASS 0
 JZ1615
 JZ1615.This mark is at Mettel Field Airport (CEV)
 JZ1615
 JZ1615.The horizontal coordinates were scaled from a map and have
 JZ1615.an estimated accuracy of +/- 6 seconds.
 JZ1615
 JZ1615.The orthometric height was determined by differential leveling and
 JZ1615.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1615.in June 1991.
 JZ1615
 JZ1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1615.GEOID18 height accuracy estimate available here.
 JZ1615
 JZ1615.Click photographs - Photos may exist for this station.
 JZ1615
 JZ1615.The dynamic height is computed by dividing the NAVD 88
 JZ1615.geopotential number by the normal gravity value computed on the
 JZ1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1615.degrees latitude (g = 980.6199 gals.).
 JZ1615
 JZ1615.The modeled gravity was interpolated from observed gravity values.
 JZ1615
 JZ1615;                    North         East    Units  Estimated Accuracy
 JZ1615;SPC IN E     -   494,070.      145,580.      MT  (+/- 180 meters Scaled)
 JZ1615
 JZ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ598958(NAD 83)
 JZ1615
 JZ1615                          SUPERSEDED SURVEY CONTROL
 JZ1615
 JZ1615  NGVD 29 (??/??/92)  264.553  (m)          867.95   (f) ADJ UNCH    2 0
 JZ1615
 JZ1615.Superseded values are not recommended for survey control.
 JZ1615
 JZ1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1615.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1615
 JZ1615_MARKER: DB = BENCH MARK DISK
 JZ1615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1615_SP_SET: BUILDING
 JZ1615_STAMPING: V 276 1947
 JZ1615_MARK LOGO: CGS
 JZ1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1615
 JZ1615  HISTORY     - Date     Condition        Report By
 JZ1615  HISTORY     - 1947     MONUMENTED       CGS
 JZ1615
 JZ1615                          STATION DESCRIPTION
 JZ1615
 JZ1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1615'2.8 MI NE FROM HARRISBURGH.
 JZ1615'ABOUT 2.25 MILES EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1615'HARRISBURGH, THENCE ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 1,
 JZ1615'THENCE ABOUT 0.1 MILE EAST ALONG THE AIRPORT ROAD, AT THE METTEL
 JZ1615'AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER
 JZ1615'OF A CONCRETE TILE HANGAR BUILDING AT ABOUT THE CENTER OF THE
 JZ1615'WEST SIDE OF THE FIELD, 1.3 FEET SOUTH OF THE NORTHWEST CORNER
 JZ1615'OF THE BUILDING AND 4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1134 ***********************************************************************
 JZ1134  DESIGNATION -  V 277
 JZ1134  PID         -  JZ1134
 JZ1134  STATE/COUNTY-  IN/WAYNE
 JZ1134  COUNTRY     -  US
 JZ1134  USGS QUAD   -  NEW PARIS (2016)
 JZ1134
 JZ1134                         *CURRENT SURVEY CONTROL
 JZ1134  ______________________________________________________________________
 JZ1134* NAD 83(1986) POSITION- 39 50 21.6    (N) 084 49 57.5    (W)   HD_HELD2
 JZ1134* NAVD 88 ORTHO HEIGHT -   315.730 (meters)     1035.86  (feet) ADJUSTED
 JZ1134  ______________________________________________________________________
 JZ1134  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 JZ1134  DYNAMIC HEIGHT  -        315.545 (meters)     1035.25  (feet) COMP
 JZ1134  MODELED GRAVITY -    980,031.1   (mgal)                       NAVD 88
 JZ1134
 JZ1134  VERT ORDER      -  SECOND    CLASS 0
 JZ1134
 JZ1134.The horizontal coordinates were established by autonomous hand held GPS
 JZ1134.observations and have an estimated accuracy of +/- 10 meters.
 JZ1134
 JZ1134.The orthometric height was determined by differential leveling and
 JZ1134.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1134.in June 1991.
 JZ1134
 JZ1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1134.GEOID18 height accuracy estimate available here.
 JZ1134
 JZ1134.Click photographs - Photos may exist for this station.
 JZ1134
 JZ1134.The dynamic height is computed by dividing the NAVD 88
 JZ1134.geopotential number by the normal gravity value computed on the
 JZ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1134.degrees latitude (g = 980.6199 gals.).
 JZ1134
 JZ1134.The modeled gravity was interpolated from observed gravity values.
 JZ1134
 JZ1134;                    North         East    Units  Estimated Accuracy
 JZ1134;SPC IN E     -   510,012.      171,386.      MT  (+/- 10 meters HH2 GPS)
 JZ1134
 JZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8544612172(NAD 83)
 JZ1134
 JZ1134                          SUPERSEDED SURVEY CONTROL
 JZ1134
 JZ1134  NGVD 29 (??/??/92)  315.876  (m)         1036.34   (f) ADJ UNCH    2 0
 JZ1134
 JZ1134.Superseded values are not recommended for survey control.
 JZ1134
 JZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1134.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1134
 JZ1134_MARKER: DB = BENCH MARK DISK
 JZ1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1134_STAMPING: V 277 1947
 JZ1134_MARK LOGO: CGS
 JZ1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1134+STABILITY: SURFACE MOTION
 JZ1134
 JZ1134  HISTORY     - Date     Condition        Report By
 JZ1134  HISTORY     - 1947     MONUMENTED       CGS
 JZ1134  HISTORY     - 1980     GOOD             LOCSUR
 JZ1134  HISTORY     - 20030416 POOR             GEOCAC
 JZ1134
 JZ1134                          STATION DESCRIPTION
 JZ1134
 JZ1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1134'1.2 MI SE FROM RICHMOND.
 JZ1134'1.2 MILES SOUTHEAST ALONG THE CINCINNATI BRANCH OF THE PENNSYLVANIA
 JZ1134'RAILROAD FROM THE GLEN TOWER AT RICHMOND, ABOUT 0.5 MILE NORTHWEST
 JZ1134'OF THE RAILROAD OVER PASS OVER U.S. HIGHWAY 40, AT A NORTH-SOUTH
 JZ1134'GRAVEL ROAD CROSSING, 57 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 JZ1134'THE MAIN TRACK, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5
 JZ1134'FEET EAST OF POWER POLE NO. 5499, 2 FEET NORTHWEST OF A WHITE
 JZ1134'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN
 JZ1134'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1134
 JZ1134                          STATION RECOVERY (1980)
 JZ1134
 JZ1134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JZ1134'RECOVERED IN GOOD CONDITION.
 JZ1134
 JZ1134                          STATION RECOVERY (2003)
 JZ1134
 JZ1134'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1134'DISK IS HALF GONE.  IT IS NO LONGER LEVEL.  ROAD IS NOW PAVED AND
 JZ1134'NAMED GRAVEL PIT ROAD.  POWER POLE IN 1947 DESCRIPTION IS NO LONGER
 JZ1134'PRESENT.  MARK IS 10 FEET NORTH OF POWER POLE RPL 06023.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0437 ***********************************************************************
 JA0437  DESIGNATION -  V 278
 JA0437  PID         -  JA0437
 JA0437  STATE/COUNTY-  IN/WASHINGTON
 JA0437  COUNTRY     -  US
 JA0437  USGS QUAD   -  PALMYRA (2019)
 JA0437
 JA0437                         *CURRENT SURVEY CONTROL
 JA0437  ______________________________________________________________________
 JA0437* NAD 83(1986) POSITION- 38 29 24.     (N) 086 00 11.     (W)   SCALED
 JA0437* NAVD 88 ORTHO HEIGHT -   218.613 (meters)      717.23  (feet) ADJUSTED
 JA0437  ______________________________________________________________________
 JA0437  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 JA0437  DYNAMIC HEIGHT  -        218.464 (meters)      716.74  (feet) COMP
 JA0437  MODELED GRAVITY -    979,941.6   (mgal)                       NAVD 88
 JA0437
 JA0437  VERT ORDER      -  FIRST     CLASS II
 JA0437
 JA0437.The horizontal coordinates were scaled from a map and have
 JA0437.an estimated accuracy of +/- 6 seconds.
 JA0437
 JA0437.The orthometric height was determined by differential leveling and
 JA0437.adjusted by the NATIONAL GEODETIC SURVEY
 JA0437.in June 1991.
 JA0437
 JA0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0437.GEOID18 height accuracy estimate available here.
 JA0437
 JA0437.Click photographs - Photos may exist for this station.
 JA0437
 JA0437.The dynamic height is computed by dividing the NAVD 88
 JA0437.geopotential number by the normal gravity value computed on the
 JA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0437.degrees latitude (g = 980.6199 gals.).
 JA0437
 JA0437.The modeled gravity was interpolated from observed gravity values.
 JA0437
 JA0437;                    North         East    Units  Estimated Accuracy
 JA0437;SPC IN E     -   359,940.       70,650.      MT  (+/- 180 meters Scaled)
 JA0437
 JA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH869606(NAD 83)
 JA0437
 JA0437                          SUPERSEDED SURVEY CONTROL
 JA0437
 JA0437  NGVD 29 (??/??/92)  218.738  (m)          717.64   (f) ADJ UNCH    1 2
 JA0437
 JA0437.Superseded values are not recommended for survey control.
 JA0437
 JA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0437.See file dsdata.pdf to determine how the superseded data were derived.
 JA0437
 JA0437_MARKER: DB = BENCH MARK DISK
 JA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0437_STAMPING: V 278 1949
 JA0437_MARK LOGO: CGS
 JA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0437+STABILITY: SURFACE MOTION
 JA0437
 JA0437  HISTORY     - Date     Condition        Report By
 JA0437  HISTORY     - 1949     MONUMENTED       CGS
 JA0437
 JA0437                          STATION DESCRIPTION
 JA0437
 JA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0437'1.2 MI S FROM NEW PEKIN.
 JA0437'1.15 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0437'RAILWAY FROM THE STATION AT NEW PEKIN, AT A ROAD CROSSING, 48 FEET
 JA0437'NORTHWEST OF THE CENTER OF THE CROSSING, 34 FEET WEST OF THE
 JA0437'CENTER LINE OF THE ROAD NORTH, 23 FEET NORTH-NORTHEAST OF THE
 JA0437'NORTH-NORTHEAST RAIL, 12 FEET WEST-SOUTHWEST OF A FENCE CORNER,
 JA0437'7 FEET WEST OF A TELEPHONE POLE, 5.5 FEET SOUTH-SOUTHWEST OF
 JA0437'THE R/W FENCE LINE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 JA0437'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 JA0437'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0165 ***********************************************************************
 JA0165  DESIGNATION -  V 279
 JA0165  PID         -  JA0165
 JA0165  STATE/COUNTY-  IN/ORANGE
 JA0165  COUNTRY     -  US
 JA0165  USGS QUAD   -  MITCHELL (2019)
 JA0165
 JA0165                         *CURRENT SURVEY CONTROL
 JA0165  ______________________________________________________________________
 JA0165* NAD 83(1986) POSITION- 38 39 55.     (N) 086 26 21.     (W)   SCALED
 JA0165* NAVD 88 ORTHO HEIGHT -   199.869 (meters)      655.74  (feet) ADJUSTED
 JA0165  ______________________________________________________________________
 JA0165  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 JA0165  DYNAMIC HEIGHT  -        199.736 (meters)      655.30  (feet) COMP
 JA0165  MODELED GRAVITY -    979,960.4   (mgal)                       NAVD 88
 JA0165
 JA0165  VERT ORDER      -  FIRST     CLASS II
 JA0165
 JA0165.The horizontal coordinates were scaled from a map and have
 JA0165.an estimated accuracy of +/- 6 seconds.
 JA0165
 JA0165.The orthometric height was determined by differential leveling and
 JA0165.adjusted by the NATIONAL GEODETIC SURVEY
 JA0165.in June 1991.
 JA0165
 JA0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0165.GEOID18 height accuracy estimate available here.
 JA0165
 JA0165.Click photographs - Photos may exist for this station.
 JA0165
 JA0165.The dynamic height is computed by dividing the NAVD 88
 JA0165.geopotential number by the normal gravity value computed on the
 JA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0165.degrees latitude (g = 980.6199 gals.).
 JA0165
 JA0165.The modeled gravity was interpolated from observed gravity values.
 JA0165
 JA0165;                    North         East    Units  Estimated Accuracy
 JA0165;SPC IN W     -   379,540.      956,060.      MT  (+/- 180 meters Scaled)
 JA0165
 JA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH487797(NAD 83)
 JA0165
 JA0165                          SUPERSEDED SURVEY CONTROL
 JA0165
 JA0165  NGVD 29 (??/??/92)  199.975  (m)          656.08   (f) ADJ UNCH    1 2
 JA0165
 JA0165.Superseded values are not recommended for survey control.
 JA0165
 JA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0165.See file dsdata.pdf to determine how the superseded data were derived.
 JA0165
 JA0165_MARKER: DB = BENCH MARK DISK
 JA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0165_STAMPING: V 279 1949
 JA0165_MARK LOGO: CGS
 JA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0165+STABILITY: SURFACE MOTION
 JA0165
 JA0165  HISTORY     - Date     Condition        Report By
 JA0165  HISTORY     - 1949     MONUMENTED       CGS
 JA0165  HISTORY     - 1967     GOOD             CGS
 JA0165
 JA0165                          STATION DESCRIPTION
 JA0165
 JA0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0165'0.6 MI SE FROM ORLEANS.
 JA0165'ABOUT 0.6 MILE SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0165'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, AT A ROAD
 JA0165'CROSSING, 32 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING,
 JA0165'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET NORTHWEST
 JA0165'OF THE NORTHWEST RAIL, 22.5 FEET SOUTHWEST OF A FENCE CORNER, 7.5
 JA0165'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF THE R/W
 JA0165'FENCE LINE, 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JA0165'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JA0165'PROJECTING 2 INCHES.
 JA0165
 JA0165                          STATION RECOVERY (1967)
 JA0165
 JA0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1105 ***********************************************************************
 LB1105  DESIGNATION -  V 28
 LB1105  PID         -  LB1105
 LB1105  STATE/COUNTY-  IN/WHITE
 LB1105  COUNTRY     -  US
 LB1105  USGS QUAD   -  MONON (2019)
 LB1105
 LB1105                         *CURRENT SURVEY CONTROL
 LB1105  ______________________________________________________________________
 LB1105* NAD 83(1986) POSITION- 40 45 10.     (N) 086 52 29.     (W)   SCALED
 LB1105* NAVD 88 ORTHO HEIGHT -   211.899 (meters)      695.21  (feet) ADJUSTED
 LB1105  ______________________________________________________________________
 LB1105  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 LB1105  DYNAMIC HEIGHT  -        211.801 (meters)      694.88  (feet) COMP
 LB1105  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 LB1105
 LB1105  VERT ORDER      -  SECOND    CLASS 0
 LB1105
 LB1105.The horizontal coordinates were scaled from a map and have
 LB1105.an estimated accuracy of +/- 6 seconds.
 LB1105
 LB1105.The orthometric height was determined by differential leveling and
 LB1105.adjusted by the NATIONAL GEODETIC SURVEY
 LB1105.in June 1991.
 LB1105
 LB1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1105.GEOID18 height accuracy estimate available here.
 LB1105
 LB1105.Click photographs - Photos may exist for this station.
 LB1105
 LB1105.The dynamic height is computed by dividing the NAVD 88
 LB1105.geopotential number by the normal gravity value computed on the
 LB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1105.degrees latitude (g = 980.6199 gals.).
 LB1105
 LB1105.The modeled gravity was interpolated from observed gravity values.
 LB1105
 LB1105;                    North         East    Units  Estimated Accuracy
 LB1105;SPC IN W     -   611,130.      917,620.      MT  (+/- 180 meters Scaled)
 LB1105
 LB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL105113(NAD 83)
 LB1105
 LB1105                          SUPERSEDED SURVEY CONTROL
 LB1105
 LB1105  NGVD 29 (??/??/92)  211.994  (m)          695.52   (f) ADJ UNCH    2 0
 LB1105
 LB1105.Superseded values are not recommended for survey control.
 LB1105
 LB1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1105.See file dsdata.pdf to determine how the superseded data were derived.
 LB1105
 LB1105_MARKER: DB = BENCH MARK DISK
 LB1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1105_STAMPING: V 28 1934
 LB1105_MARK LOGO: CGS
 LB1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1105+STABILITY: SURFACE MOTION
 LB1105
 LB1105  HISTORY     - Date     Condition        Report By
 LB1105  HISTORY     - 1934     MONUMENTED       CGS
 LB1105  HISTORY     - 1946     GOOD             CGS
 LB1105  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1105
 LB1105                          STATION DESCRIPTION
 LB1105
 LB1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1105'AT REYNOLDS.
 LB1105'AT REYNOLDS, WHITE COUNTY, 100 YARDS WEST OF THE CROSSING OF THE
 LB1105'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY, 88 YARDS WEST OF
 LB1105'THE WEST END OF THE PENNSYLVANIA RAILROAD STATION, 5 YARDS SOUTH
 LB1105'OF THE SOUTH RAIL OF THE P.R.R. TRACK, 4 YARDS NORTH OF THE NORTH
 LB1105'RAIL OF A CONNECTING SPUR TRACK, AND 4 YARDS SOUTHWEST OF THE
 LB1105'CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED V 28 1934 AND
 LB1105'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LB1105'GROUND.
 LB1105
 LB1105                          STATION RECOVERY (1960)
 LB1105
 LB1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0810 ***********************************************************************
 JA0810  DESIGNATION -  V 280
 JA0810  PID         -  JA0810
 JA0810  STATE/COUNTY-  IN/GREENE
 JA0810  COUNTRY     -  US
 JA0810  USGS QUAD   -  KOLEEN (2019)
 JA0810
 JA0810                         *CURRENT SURVEY CONTROL
 JA0810  ______________________________________________________________________
 JA0810* NAD 83(1986) POSITION- 38 59 58.     (N) 086 52 09.     (W)   SCALED
 JA0810* NAVD 88 ORTHO HEIGHT -   190.305 (meters)      624.36  (feet) ADJUSTED
 JA0810  ______________________________________________________________________
 JA0810  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 JA0810  DYNAMIC HEIGHT  -        190.188 (meters)      623.98  (feet) COMP
 JA0810  MODELED GRAVITY -    980,009.7   (mgal)                       NAVD 88
 JA0810
 JA0810  VERT ORDER      -  FIRST     CLASS II
 JA0810
 JA0810.The horizontal coordinates were scaled from a map and have
 JA0810.an estimated accuracy of +/- 6 seconds.
 JA0810
 JA0810.The orthometric height was determined by differential leveling and
 JA0810.adjusted by the NATIONAL GEODETIC SURVEY
 JA0810.in June 1991.
 JA0810
 JA0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0810.GEOID18 height accuracy estimate available here.
 JA0810
 JA0810.Click photographs - Photos may exist for this station.
 JA0810
 JA0810.The dynamic height is computed by dividing the NAVD 88
 JA0810.geopotential number by the normal gravity value computed on the
 JA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0810.degrees latitude (g = 980.6199 gals.).
 JA0810
 JA0810.The modeled gravity was interpolated from observed gravity values.
 JA0810
 JA0810;                    North         East    Units  Estimated Accuracy
 JA0810;SPC IN W     -   416,460.      918,550.      MT  (+/- 180 meters Scaled)
 JA0810
 JA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113167(NAD 83)
 JA0810
 JA0810                          SUPERSEDED SURVEY CONTROL
 JA0810
 JA0810  NGVD 29 (??/??/92)  190.436  (m)          624.79   (f) ADJ UNCH    1 2
 JA0810
 JA0810.Superseded values are not recommended for survey control.
 JA0810
 JA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0810.See file dsdata.pdf to determine how the superseded data were derived.
 JA0810
 JA0810_MARKER: DB = BENCH MARK DISK
 JA0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0810_STAMPING: V 280 1949
 JA0810_MARK LOGO: CGS
 JA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0810+STABILITY: SURFACE MOTION
 JA0810
 JA0810  HISTORY     - Date     Condition        Report By
 JA0810  HISTORY     - 1949     MONUMENTED       CGS
 JA0810
 JA0810                          STATION DESCRIPTION
 JA0810
 JA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0810'0.8 MI ENE FROM MINERAL.
 JA0810'ABOUT 0.3 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 JA0810'AT MINERAL, THENCE ABOUT 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD,
 JA0810'AT THE TOP OF A HILL, 50 FEET NORTHEAST OF A 30-INCH BLACK OAK
 JA0810'TREE, 14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 JA0810'EAST OF THE NORTHEAST POST OF A BOARD GATE, 1.5 FEET SOUTHEAST OF
 JA0810'A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JA0810'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA0810'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0132 ***********************************************************************
 JA0132  CBN         -  This is a Cooperative Base Network Control Station.
 JA0132  DESIGNATION -  V 281
 JA0132  PID         -  JA0132
 JA0132  STATE/COUNTY-  IN/LAWRENCE
 JA0132  COUNTRY     -  US
 JA0132  USGS QUAD   -  BEDFORD EAST (2019)
 JA0132
 JA0132                         *CURRENT SURVEY CONTROL
 JA0132  ______________________________________________________________________
 JA0132* NAD 83(2011) POSITION- 38 50 18.09569(N) 086 26 07.65274(W)   ADJUSTED
 JA0132* NAD 83(2011) ELLIP HT-   188.519 (meters)        (06/27/12)   ADJUSTED
 JA0132* NAD 83(2011) EPOCH   -  2010.00
 JA0132* NAVD 88 ORTHO HEIGHT -   221.586 (meters)      726.99  (feet) ADJUSTED
 JA0132  ______________________________________________________________________
 JA0132  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 JA0132  NAD 83(2011) X  -    309,294.216 (meters)                     COMP
 JA0132  NAD 83(2011) Y  - -4,965,123.048 (meters)                     COMP
 JA0132  NAD 83(2011) Z  -  3,978,473.995 (meters)                     COMP
 JA0132  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 JA0132  DYNAMIC HEIGHT  -        221.448 (meters)      726.53  (feet) COMP
 JA0132  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 JA0132
 JA0132  VERT ORDER      -  FIRST     CLASS II
 JA0132
 JA0132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA0132  Standards:
 JA0132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA0132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA0132  -------------------------------------------------------------------
 JA0132  NETWORK    0.31   0.73           0.14   0.11   0.37      0.01603947
 JA0132  -------------------------------------------------------------------
 JA0132  Click here for local accuracies and other accuracy information.
 JA0132
 JA0132.This mark is at Virgil I Grisson Mun Airport (BFR)
 JA0132
 JA0132.The horizontal coordinates were established by GPS observations
 JA0132.and adjusted by the National Geodetic Survey in June 2012.
 JA0132
 JA0132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA0132.been affixed to the stable North American tectonic plate. See 
 JA0132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA0132
 JA0132.The horizontal coordinates are valid at the epoch date displayed above
 JA0132.which is a decimal equivalence of Year/Month/Day.
 JA0132
 JA0132.The orthometric height was determined by differential leveling and
 JA0132.adjusted by the NATIONAL GEODETIC SURVEY
 JA0132.in June 1991.
 JA0132
 JA0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0132.GEOID18 height accuracy estimate available here.
 JA0132
 JA0132.Click photographs - Photos may exist for this station.
 JA0132
 JA0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0132
 JA0132.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0132
 JA0132.The ellipsoidal height was determined by GPS observations
 JA0132.and is referenced to NAD 83.
 JA0132
 JA0132.The dynamic height is computed by dividing the NAVD 88
 JA0132.geopotential number by the normal gravity value computed on the
 JA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0132.degrees latitude (g = 980.6199 gals.).
 JA0132
 JA0132.The modeled gravity was interpolated from observed gravity values.
 JA0132
 JA0132. The following values were computed from the NAD 83(2011) position.
 JA0132
 JA0132;                    North         East     Units Scale Factor Converg.
 JA0132;SPC IN W     -   398,752.029   956,248.869   MT  1.00000561   +0 24 22.7
 JA0132;SPC IN W     - 1,308,238.95  3,137,293.16   sFT  1.00000561   +0 24 22.7
 JA0132;UTM  16      - 4,298,990.836   548,995.788   MT  0.99962956   +0 21 14.6
 JA0132
 JA0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0132!SPC IN W     -   0.99997042  x   1.00000561  =   0.99997603
 JA0132!UTM  16      -   0.99997042  x   0.99962956  =   0.99959999
 JA0132
 JA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4899598990(NAD 83)
 JA0132
 JA0132                          SUPERSEDED SURVEY CONTROL
 JA0132
 JA0132  NAD 83(2007)-  38 50 18.09578(N)    086 26 07.65360(W) AD(2002.00) 0
 JA0132  ELLIP H (02/10/07)  188.544  (m)                       GP(2002.00)    
 JA0132  NAD 83(1997)-  38 50 18.09590(N)    086 26 07.65376(W) AD(       ) B
 JA0132  ELLIP H (04/10/98)  188.552  (m)                       GP(       ) 4 1
 JA0132  NAVD 88             221.59   (m)          727.0    (f) LEVELING    3  
 JA0132  NGVD 29 (??/??/92)  221.702  (m)          727.37   (f) ADJ UNCH    1 2
 JA0132
 JA0132.Superseded values are not recommended for survey control.
 JA0132
 JA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0132.See file dsdata.pdf to determine how the superseded data were derived.
 JA0132
 JA0132_MARKER: DB = BENCH MARK DISK
 JA0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0132_STAMPING: V 281 1949
 JA0132_MARK LOGO: CGS
 JA0132_PROJECTION: FLUSH
 JA0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0132+STABILITY: SURFACE MOTION
 JA0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0132+SATELLITE: SATELLITE OBSERVATIONS - 2016    
 JA0132
 JA0132  HISTORY     - Date     Condition        Report By
 JA0132  HISTORY     - 1949     MONUMENTED       CGS
 JA0132  HISTORY     - 1967     GOOD             CGS
 JA0132  HISTORY     - 19860730 GOOD             NGS
 JA0132  HISTORY     - 19970825 GOOD             SEC
 JA0132  HISTORY     - 20031112 GOOD             SEC
 JA0132  HISTORY     - 20110706 GOOD             INDIV
 JA0132  HISTORY     - 20111228 GOOD             INDIV
 JA0132  HISTORY     - 20140715 GOOD             WOOLPT
 JA0132  HISTORY     - 20150216 GOOD             INDOT
 JA0132  HISTORY     - 2016     GOOD             INDOT
 JA0132
 JA0132                          STATION DESCRIPTION
 JA0132
 JA0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0132'3.5 MI SE FROM BEDFORD.
 JA0132'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0132'BEDFORD, THENCE ABOUT 2.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD,
 JA0132'AT THE BEDFORD MUNICIPAL AIRPORT, SOUTHWEST OF THE CENTER OF THE
 JA0132'JUNCTION OF THE BLACK TOP ROAD AND ENTRANCE ROAD TO THE AIRPORT,
 JA0132'147 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK HANGAR, 75
 JA0132'FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 27 FEET
 JA0132'SOUTH OF THE CENTER LINE OF THE ENTRANCE DRIVE, 2 FEET WEST OF
 JA0132'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JA0132'ENTRANCE DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0132'ABOUT 4 INCHES.
 JA0132
 JA0132                          STATION RECOVERY (1967)
 JA0132
 JA0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0132'RECOVERED IN GOOD CONDITION.
 JA0132
 JA0132                          STATION RECOVERY (1986)
 JA0132
 JA0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0132'RECOVERED IN GOOD CONDITION.
 JA0132
 JA0132                          STATION RECOVERY (1997)
 JA0132
 JA0132'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JA0132'APPROXIMATELY 3.1 MILES (5.0 KM) SOUTHEAST OF THE BEDFORD, AT THE
 JA0132'VIRGIL GRISSOM MUNICIPAL AIRPORT.  FROM THE COURTHOUSE IN BEDFORD, GO
 JA0132'EAST ON U.S. HIGHWAY 50 FOR 1.1 MILES (1.8 KM) TO A COUNTY ROAD AND
 JA0132'ENTRANCE TO OTIS PARK, TURN RIGHT, SOUTHEAST ON COUNTY ROAD PAST THE
 JA0132'PARK AND GO 2.35 MILES (3.78 KM) FROM HIGHWAY 50 IN A SOUTHEASTERLY
 JA0132'DIRECTION TO THE TOP OF A HILL AND THE AIRPORT ON THE RIGHT.  THE
 JA0132'MONUMENT IS 5.75 METERS (18.86 FT) SOUTH OF THE SOUTH EDGE OF THE
 JA0132'AIRPORT ENTRANCE DRIVE, 8.30 METERS (27.23 FT) WEST OF THE WEST EDGE
 JA0132'OF THE PRIVATE DRIVE TO THE HANGERS, 8.03 METERS (26.35 FT) NORTH BY
 JA0132'NORTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION OF THE GRISSOM
 JA0132'MUNICIPAL BEDFORD AIRPORT SIGN WITH FLAG POLE, 23.94 METERS (78.54 FT)
 JA0132'EAST OF A LIGHT POLE.  THE MONUMENT IS ON THE AIRPORT PROPERTY.
 JA0132'CONTACT IS DOYLE CUMMINGS, PHONE 812-275-0491.  THE STATION IS A 30 CM
 JA0132'ROUND CONCRETE POST PROJECTING 9 CM ABOVE GROUND.
 JA0132
 JA0132                          STATION RECOVERY (2003)
 JA0132
 JA0132'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2003
 JA0132'RECOVERED IN GOOD CONDITION.
 JA0132
 JA0132                          STATION RECOVERY (2011)
 JA0132
 JA0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0132'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 JA0132
 JA0132                          STATION RECOVERY (2011)
 JA0132
 JA0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 JA0132'AIRPORT MANAGER IS RAY SEXTON.  AIRPORT TELEPHONE NUMBER IS
 JA0132'812-279-9839.
 JA0132
 JA0132                          STATION RECOVERY (2014)
 JA0132
 JA0132'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA0132'STATION IS LOCATED INSIDE THE AIRPORT FENCE.  CONTACT AIRPORT MANAGER
 JA0132'FOR ACCESS.
 JA0132
 JA0132                          STATION RECOVERY (2015)
 JA0132
 JA0132'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DM)
 JA0132'RECOVERED AS DESCRIBED.
 JA0132
 JA0132                          STATION RECOVERY (2016)
 JA0132
 JA0132'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (GK)
 JA0132'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1228 ***********************************************************************
 JA1228  DESIGNATION -  V 282
 JA1228  PID         -  JA1228
 JA1228  STATE/COUNTY-  IN/POSEY
 JA1228  COUNTRY     -  US
 JA1228  USGS QUAD   -  SOLITUDE (2019)
 JA1228
 JA1228                         *CURRENT SURVEY CONTROL
 JA1228  ______________________________________________________________________
 JA1228* NAD 83(1986) POSITION- 38 03 45.     (N) 087 56 30.     (W)   SCALED
 JA1228* NAVD 88 ORTHO HEIGHT -   143.654 (meters)      471.30  (feet) ADJUSTED
 JA1228  ______________________________________________________________________
 JA1228  GEOID HEIGHT    -        -30.713 (meters)                     GEOID18
 JA1228  DYNAMIC HEIGHT  -        143.557 (meters)      470.99  (feet) COMP
 JA1228  MODELED GRAVITY -    979,951.4   (mgal)                       NAVD 88
 JA1228
 JA1228  VERT ORDER      -  FIRST     CLASS II
 JA1228
 JA1228.The horizontal coordinates were scaled from a map and have
 JA1228.an estimated accuracy of +/- 6 seconds.
 JA1228
 JA1228.The orthometric height was determined by differential leveling and
 JA1228.adjusted by the NATIONAL GEODETIC SURVEY
 JA1228.in June 1991.
 JA1228
 JA1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1228.GEOID18 height accuracy estimate available here.
 JA1228
 JA1228.Click photographs - Photos may exist for this station.
 JA1228
 JA1228.The dynamic height is computed by dividing the NAVD 88
 JA1228.geopotential number by the normal gravity value computed on the
 JA1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1228.degrees latitude (g = 980.6199 gals.).
 JA1228
 JA1228.The modeled gravity was interpolated from observed gravity values.
 JA1228
 JA1228;                    North         East    Units  Estimated Accuracy
 JA1228;SPC IN W     -   312,780.      824,680.      MT  (+/- 180 meters Scaled)
 JA1228
 JA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH173131(NAD 83)
 JA1228
 JA1228                          SUPERSEDED SURVEY CONTROL
 JA1228
 JA1228  NGVD 29 (??/??/92)  143.772  (m)          471.69   (f) ADJ UNCH    1 2
 JA1228
 JA1228.Superseded values are not recommended for survey control.
 JA1228
 JA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1228.See file dsdata.pdf to determine how the superseded data were derived.
 JA1228
 JA1228_MARKER: DB = BENCH MARK DISK
 JA1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1228_STAMPING: V 282 1954
 JA1228_MARK LOGO: CGS
 JA1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1228+STABILITY: SURFACE MOTION
 JA1228
 JA1228  HISTORY     - Date     Condition        Report By
 JA1228  HISTORY     - 1954     MONUMENTED       CGS
 JA1228
 JA1228                          STATION DESCRIPTION
 JA1228
 JA1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1228'4.8 MI S FROM NEW HARMONY.
 JA1228'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1228'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1228'THENCE ABOUT 4.2 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1228'AT THE JUNCTION OF A ROAD LEADING SOUTH-SOUTHWEST AND A CURVE IN
 JA1228'MAIN ROAD WITH TANGENTS EXTENDING NORTHWEST AND EAST, 25 FEET
 JA1228'SOUTHWEST OF CENTER LINE OF ROAD NORTHWEST, 102 FEET WEST AND
 JA1228'ACROSS ROAD NORTHWEST FROM THE WEST END OF NORTH CONCRETE HEAD
 JA1228'WALL OF A 24-INCH PIPE CULVERT UNDER ROAD EAST, 34 FEET WEST OF
 JA1228'CENTER OF JUNCTION, 9 FEET NORTHWEST OF CENTER OF A DRIVE TO A
 JA1228'FIELD, 2 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A
 JA1228'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 JA1228'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1176 ***********************************************************************
 JA1176  DESIGNATION -  V 283
 JA1176  PID         -  JA1176
 JA1176  STATE/COUNTY-  IN/GIBSON
 JA1176  COUNTRY     -  US
 JA1176  USGS QUAD   -  KEENSBURG (2018)
 JA1176
 JA1176                         *CURRENT SURVEY CONTROL
 JA1176  ______________________________________________________________________
 JA1176* NAD 83(1986) POSITION- 38 21 03.     (N) 087 48 47.     (W)   SCALED
 JA1176* NAVD 88 ORTHO HEIGHT -   119.140 (meters)      390.88  (feet) ADJUSTED
 JA1176  ______________________________________________________________________
 JA1176  GEOID HEIGHT    -        -31.183 (meters)                     GEOID18
 JA1176  DYNAMIC HEIGHT  -        119.063 (meters)      390.63  (feet) COMP
 JA1176  MODELED GRAVITY -    979,983.7   (mgal)                       NAVD 88
 JA1176
 JA1176  VERT ORDER      -  FIRST     CLASS II
 JA1176
 JA1176.The horizontal coordinates were scaled from a map and have
 JA1176.an estimated accuracy of +/- 6 seconds.
 JA1176
 JA1176.The orthometric height was determined by differential leveling and
 JA1176.adjusted by the NATIONAL GEODETIC SURVEY
 JA1176.in June 1991.
 JA1176
 JA1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1176.GEOID18 height accuracy estimate available here.
 JA1176
 JA1176.Click photographs - Photos may exist for this station.
 JA1176
 JA1176.The dynamic height is computed by dividing the NAVD 88
 JA1176.geopotential number by the normal gravity value computed on the
 JA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1176.degrees latitude (g = 980.6199 gals.).
 JA1176
 JA1176.The modeled gravity was interpolated from observed gravity values.
 JA1176
 JA1176;                    North         East    Units  Estimated Accuracy
 JA1176;SPC IN W     -   344,690.      836,220.      MT  (+/- 180 meters Scaled)
 JA1176
 JA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH289450(NAD 83)
 JA1176
 JA1176                          SUPERSEDED SURVEY CONTROL
 JA1176
 JA1176  NGVD 29 (??/??/92)  119.274  (m)          391.32   (f) ADJ UNCH    1 2
 JA1176
 JA1176.Superseded values are not recommended for survey control.
 JA1176
 JA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1176.See file dsdata.pdf to determine how the superseded data were derived.
 JA1176
 JA1176_MARKER: DB = BENCH MARK DISK
 JA1176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1176_SP_SET: OIL WELL PUMP
 JA1176_STAMPING: V 283 1954
 JA1176_MARK LOGO: CGS
 JA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1176+STABILITY: SURFACE MOTION
 JA1176
 JA1176  HISTORY     - Date     Condition        Report By
 JA1176  HISTORY     - 1954     MONUMENTED       CGS
 JA1176
 JA1176                          STATION DESCRIPTION
 JA1176
 JA1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1176'4.6 MI SW FROM MT CARMEL.
 JA1176'ABOUT 4.65 MILES SOUTHWEST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1176'OF WABASH RIVER FROM THE STATE HIGHWAY 64 BRIDGE OVER ROAD AND
 JA1176'WABASH RIVER OPPOSITE MT. CARMEL, ILLINOIS, ABOUT 0.2 MILE NORTH OF
 JA1176'THE JUNCTION OF A GRAVEL ROAD EAST AND BRIDGE OVER COFFEE BAYOU,
 JA1176'ABOUT 0.3 MILE NORTHEAST OF A BRIDGE ON A PRIVATE ROAD LEADING TO
 JA1176'COFFEE ISLAND, ON THE LEFT BANK AND EAST OF THE HEAD OF COFFEE
 JA1176'ISLAND, SET VERTICALLY IN THE EAST FACE OF NORTH PORTION OF
 JA1176'CONCRETE BASE OF AN OIL WELL PUMP ABOUT 6 1/2 FEET HIGH, 161 FEET
 JA1176'WEST OF CENTER LINE OF ROAD, ABOUT 0.1 MILE NORTH OF A FOOT BRIDGE
 JA1176'LEADING TO COFFEE ISLAND, 230 FEET SOUTHWEST OF THE FOOT OF A MOUND
 JA1176'(FORMERLY OIL STORAGE MOUND), AND ABOUT 3 1/2 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1155 ***********************************************************************
 JA1155  DESIGNATION -  V 284
 JA1155  PID         -  JA1155
 JA1155  STATE/COUNTY-  IN/KNOX
 JA1155  COUNTRY     -  US
 JA1155  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1155
 JA1155                         *CURRENT SURVEY CONTROL
 JA1155  ______________________________________________________________________
 JA1155* NAD 83(1986) POSITION- 38 28 38.     (N) 087 44 29.     (W)   SCALED
 JA1155* NAVD 88 ORTHO HEIGHT -   121.013 (meters)      397.02  (feet) ADJUSTED
 JA1155  ______________________________________________________________________
 JA1155  GEOID HEIGHT    -        -31.317 (meters)                     GEOID18
 JA1155  DYNAMIC HEIGHT  -        120.937 (meters)      396.77  (feet) COMP
 JA1155  MODELED GRAVITY -    980,001.4   (mgal)                       NAVD 88
 JA1155
 JA1155  VERT ORDER      -  FIRST     CLASS II
 JA1155
 JA1155.The horizontal coordinates were scaled from a map and have
 JA1155.an estimated accuracy of +/- 6 seconds.
 JA1155
 JA1155.The orthometric height was determined by differential leveling and
 JA1155.adjusted by the NATIONAL GEODETIC SURVEY
 JA1155.in June 1991.
 JA1155
 JA1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1155.GEOID18 height accuracy estimate available here.
 JA1155
 JA1155.Click photographs - Photos may exist for this station.
 JA1155
 JA1155.The dynamic height is computed by dividing the NAVD 88
 JA1155.geopotential number by the normal gravity value computed on the
 JA1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1155.degrees latitude (g = 980.6199 gals.).
 JA1155
 JA1155.The modeled gravity was interpolated from observed gravity values.
 JA1155
 JA1155;                    North         East    Units  Estimated Accuracy
 JA1155;SPC IN W     -   358,670.      842,580.      MT  (+/- 180 meters Scaled)
 JA1155
 JA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH353590(NAD 83)
 JA1155
 JA1155                          SUPERSEDED SURVEY CONTROL
 JA1155
 JA1155  NGVD 29 (??/??/92)  121.149  (m)          397.47   (f) ADJ UNCH    1 2
 JA1155
 JA1155.Superseded values are not recommended for survey control.
 JA1155
 JA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1155.See file dsdata.pdf to determine how the superseded data were derived.
 JA1155
 JA1155_MARKER: DB = BENCH MARK DISK
 JA1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1155_STAMPING: V 284 1954
 JA1155_MARK LOGO: CGS
 JA1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1155+STABILITY: SURFACE MOTION
 JA1155
 JA1155  HISTORY     - Date     Condition        Report By
 JA1155  HISTORY     - 1954     MONUMENTED       CGS
 JA1155
 JA1155                          STATION DESCRIPTION
 JA1155
 JA1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1155'5.7 MI NE FROM MT CARMEL.
 JA1155'ABOUT 5.7 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1155'LEFT BANK OF WABASH RIVER FROM FERRY LANDING OPPOSITE MT. CARMEL,
 JA1155'ILLINOIS, 22 FEET NORTHWEST OF CENTER LINE OF ROAD, 92 FEET WEST
 JA1155'AND ACROSS ROAD FROM A POWER POLE, 46 FEET NORTH AND ACROSS ROAD
 JA1155'FROM THE NORTH CORNER OF A CULTIVATED FIELD, 20 FEET NORTHEAST
 JA1155'OF A TRIANGULAR BLAZED 30-INCH ELM TREE, 13 FEET SOUTHWEST OF A
 JA1155'TRIANGULAR BLAZED 20-INCH HACKBERRY TREE, 2 FEET SOUTHWEST OF A
 JA1155'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 JA1155'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1328 ***********************************************************************
 HZ1328  DESIGNATION -  V 285
 HZ1328  PID         -  HZ1328
 HZ1328  STATE/COUNTY-  IN/FLOYD
 HZ1328  COUNTRY     -  US
 HZ1328  USGS QUAD   -  NEW ALBANY (2019)
 HZ1328
 HZ1328                         *CURRENT SURVEY CONTROL
 HZ1328  ______________________________________________________________________
 HZ1328* NAD 83(1986) POSITION- 38 18 17.     (N) 085 49 01.     (W)   SCALED
 HZ1328* NAVD 88 ORTHO HEIGHT -   143.233 (meters)      469.92  (feet) ADJUSTED
 HZ1328  ______________________________________________________________________
 HZ1328  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 HZ1328  DYNAMIC HEIGHT  -        143.136 (meters)      469.61  (feet) COMP
 HZ1328  MODELED GRAVITY -    979,950.6   (mgal)                       NAVD 88
 HZ1328
 HZ1328  VERT ORDER      -  FIRST     CLASS II
 HZ1328
 HZ1328.The horizontal coordinates were scaled from a map and have
 HZ1328.an estimated accuracy of +/- 6 seconds.
 HZ1328
 HZ1328.The orthometric height was determined by differential leveling and
 HZ1328.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1328.in June 1991.
 HZ1328
 HZ1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1328.GEOID18 height accuracy estimate available here.
 HZ1328
 HZ1328.Click photographs - Photos may exist for this station.
 HZ1328
 HZ1328.The dynamic height is computed by dividing the NAVD 88
 HZ1328.geopotential number by the normal gravity value computed on the
 HZ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1328.degrees latitude (g = 980.6199 gals.).
 HZ1328
 HZ1328.The modeled gravity was interpolated from observed gravity values.
 HZ1328
 HZ1328;                    North         East    Units  Estimated Accuracy
 HZ1328;SPC IN E     -   339,330.       86,860.      MT  (+/- 180 meters Scaled)
 HZ1328
 HZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034402(NAD 83)
 HZ1328
 HZ1328                          SUPERSEDED SURVEY CONTROL
 HZ1328
 HZ1328  NGVD 29 (??/??/92)  143.377  (m)          470.40   (f) ADJ UNCH    1 2
 HZ1328
 HZ1328.Superseded values are not recommended for survey control.
 HZ1328
 HZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1328.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1328
 HZ1328_MARKER: DB = BENCH MARK DISK
 HZ1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1328_SP_SET: BUILDING
 HZ1328_STAMPING: V 285 1954
 HZ1328_MARK LOGO: CGS
 HZ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1328
 HZ1328  HISTORY     - Date     Condition        Report By
 HZ1328  HISTORY     - 1954     MONUMENTED       CGS
 HZ1328  HISTORY     - 1963     GOOD             CGS
 HZ1328
 HZ1328                          STATION DESCRIPTION
 HZ1328
 HZ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1328'AT NEW ALBANY.
 HZ1328'AT NEW ALBANY, ABOUT 1.2 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS
 HZ1328'AND LOUISVILLE RAILROAD FROM THE STATION, AT THE CROSSING OF
 HZ1328'VANCE AVENUE, 1 BLOCK SOUTH OF CROSSING OF STATE HIGHWAY 111
 HZ1328'(BEECHWOOD AVENUE), ABOUT 0.2 MILE SOUTH OF MILE POST 316, SET
 HZ1328'VERTICALLY IN THE NORTH FACE OF WAREHOUSE NO. 3 OF L. THORN
 HZ1328'COMPANY - CONCRETE PRODUCTS, 86 FEET WEST OF WEST RAIL OF MAIN
 HZ1328'TRACK, 37 FEET SOUTH OF CENTER LINE OF VANCE AVENUE, 1/2 FOOT
 HZ1328'WEST OF NORTHWEST CORNER OF WAREHOUSE AND ABOUT 3 FEET ABOVE
 HZ1328'GROUND.
 HZ1328
 HZ1328                          STATION RECOVERY (1963)
 HZ1328
 HZ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ1328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0523 ***********************************************************************
 JA0523  DESIGNATION -  V 288
 JA0523  PID         -  JA0523
 JA0523  STATE/COUNTY-  IN/CRAWFORD
 JA0523  COUNTRY     -  US
 JA0523  USGS QUAD   -  TASWELL (2019)
 JA0523
 JA0523                         *CURRENT SURVEY CONTROL
 JA0523  ______________________________________________________________________
 JA0523* NAD 83(1986) POSITION- 38 20 00.05   (N) 086 32 34.29   (W)   HD_HELD1
 JA0523* NAVD 88 ORTHO HEIGHT -   242.793 (meters)      796.56  (feet) ADJUSTED
 JA0523  ______________________________________________________________________
 JA0523  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 JA0523  DYNAMIC HEIGHT  -        242.623 (meters)      796.01  (feet) COMP
 JA0523  MODELED GRAVITY -    979,922.0   (mgal)                       NAVD 88
 JA0523
 JA0523  VERT ORDER      -  FIRST     CLASS II
 JA0523
 JA0523.The horizontal coordinates were determined by differentially corrected
 JA0523.hand held GPS observations or other comparable positioning techniques
 JA0523.and have an estimated accuracy of +/- 3 meters.
 JA0523
 JA0523.The orthometric height was determined by differential leveling and
 JA0523.adjusted by the NATIONAL GEODETIC SURVEY
 JA0523.in June 1991.
 JA0523
 JA0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0523.GEOID18 height accuracy estimate available here.
 JA0523
 JA0523.Click photographs - Photos may exist for this station.
 JA0523
 JA0523.The dynamic height is computed by dividing the NAVD 88
 JA0523.geopotential number by the normal gravity value computed on the
 JA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0523.degrees latitude (g = 980.6199 gals.).
 JA0523
 JA0523.The modeled gravity was interpolated from observed gravity values.
 JA0523
 JA0523;                    North         East    Units  Estimated Accuracy
 JA0523;SPC IN W     -   342,632.5     947,254.2     MT  (+/- 3 meters HH1 GPS) 
 JA0523
 JA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3995342900(NAD 83)
 JA0523
 JA0523                          SUPERSEDED SURVEY CONTROL
 JA0523
 JA0523  NGVD 29 (??/??/92)  242.898  (m)          796.91   (f) ADJ UNCH    1 2
 JA0523
 JA0523.Superseded values are not recommended for survey control.
 JA0523
 JA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0523.See file dsdata.pdf to determine how the superseded data were derived.
 JA0523
 JA0523_MARKER: DB = BENCH MARK DISK
 JA0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0523_STAMPING: V 288 CRAW 796.875
 JA0523_MARK LOGO: CGS
 JA0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0523+STABILITY: SURFACE MOTION
 JA0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0523+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 JA0523
 JA0523  HISTORY     - Date     Condition        Report By
 JA0523  HISTORY     - UNK      MONUMENTED       INHD
 JA0523  HISTORY     - 1965     GOOD             CGS
 JA0523  HISTORY     - 20141008 GOOD             GEOCAC
 JA0523
 JA0523                          STATION DESCRIPTION
 JA0523
 JA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0523'1.1 MI E FROM TASWELL.
 JA0523'ABOUT 1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0523'OFFICE AT TASWELL, IN SECTION 20, T 2 S, R 1 W, 75 YARDS NORTHEAST
 JA0523'OF THE NORTHEAST RAIL, 50 FEET SOUTHWEST OF THE CENTER LINE OF
 JA0523'STATE HIGHWAY 64, 97 FEET NORTHEAST OF THE CENTER LINE OF A PORTION
 JA0523'OF OLD STATE HIGHWAY 64, 57 FEET NORTHWEST OF THE CENTER LINE
 JA0523'OF A CONNECTING ROAD BETWEEN THE OLD AND NEW HIGHWAY, 53 FEET
 JA0523'NORTH OF A POWER POLE NUMBER 869-7606, ABOUT LEVEL WITH THE
 JA0523'HIGHWAY AND RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0523'14 INCHES.
 JA0523
 JA0523                          STATION RECOVERY (2014)
 JA0523
 JA0523'RECOVERY NOTE BY GEOCACHING 2014 (DSA)
 JA0523'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0388 ***********************************************************************
 JA0388  DESIGNATION -  V 292
 JA0388  PID         -  JA0388
 JA0388  STATE/COUNTY-  IN/CRAWFORD
 JA0388  COUNTRY     -  US
 JA0388  USGS QUAD   -  ENGLISH (2019)
 JA0388
 JA0388                         *CURRENT SURVEY CONTROL
 JA0388  ______________________________________________________________________
 JA0388* NAD 83(1986) POSITION- 38 21 02.     (N) 086 28 00.     (W)   SCALED
 JA0388* NAVD 88 ORTHO HEIGHT -   160.599 (meters)      526.90  (feet) ADJUSTED
 JA0388  ______________________________________________________________________
 JA0388  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 JA0388  DYNAMIC HEIGHT  -        160.487 (meters)      526.53  (feet) COMP
 JA0388  MODELED GRAVITY -    979,928.2   (mgal)                       NAVD 88
 JA0388
 JA0388  VERT ORDER      -  FIRST     CLASS II
 JA0388
 JA0388.The horizontal coordinates were scaled from a map and have
 JA0388.an estimated accuracy of +/- 6 seconds.
 JA0388
 JA0388.The orthometric height was determined by differential leveling and
 JA0388.adjusted by the NATIONAL GEODETIC SURVEY
 JA0388.in June 1991.
 JA0388
 JA0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0388.GEOID18 height accuracy estimate available here.
 JA0388
 JA0388.Click photographs - Photos may exist for this station.
 JA0388
 JA0388.The dynamic height is computed by dividing the NAVD 88
 JA0388.geopotential number by the normal gravity value computed on the
 JA0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0388.degrees latitude (g = 980.6199 gals.).
 JA0388
 JA0388.The modeled gravity was interpolated from observed gravity values.
 JA0388
 JA0388;                    North         East    Units  Estimated Accuracy
 JA0388;SPC IN W     -   344,580.      953,900.      MT  (+/- 180 meters Scaled)
 JA0388
 JA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466448(NAD 83)
 JA0388
 JA0388                          SUPERSEDED SURVEY CONTROL
 JA0388
 JA0388  NGVD 29 (??/??/92)  160.709  (m)          527.26   (f) ADJ UNCH    1 2
 JA0388
 JA0388.Superseded values are not recommended for survey control.
 JA0388
 JA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0388.See file dsdata.pdf to determine how the superseded data were derived.
 JA0388
 JA0388_MARKER: DD = SURVEY DISK
 JA0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0388_SP_SET: BRIDGE
 JA0388_STAMPING: V 292 CRAW
 JA0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0388
 JA0388  HISTORY     - Date     Condition        Report By
 JA0388  HISTORY     - UNK      MONUMENTED       INHD
 JA0388  HISTORY     - 1965     GOOD             CGS
 JA0388
 JA0388                          STATION DESCRIPTION
 JA0388
 JA0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0388'1.2 MI N FROM ENGLISH.
 JA0388'1.15 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0388'ENGLISH, IN SECTION 13, T 2 S, R 1 W, 24 FEET WEST OF THE CENTER
 JA0388'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JA0388'CONCRETE WINGWALL OF A BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL
 JA0388'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1288 ***********************************************************************
 JA1288  DESIGNATION -  V 292
 JA1288  PID         -  JA1288
 JA1288  STATE/COUNTY-  IN/SULLIVAN
 JA1288  COUNTRY     -  US
 JA1288  USGS QUAD   -  HEATHSVILLE (2018)
 JA1288
 JA1288                         *CURRENT SURVEY CONTROL
 JA1288  ______________________________________________________________________
 JA1288* NAD 83(1986) POSITION- 38 58 22.     (N) 087 31 34.     (W)   SCALED
 JA1288* NAVD 88 ORTHO HEIGHT -   130.576 (meters)      428.40  (feet) ADJUSTED
 JA1288  ______________________________________________________________________
 JA1288  GEOID HEIGHT    -        -32.025 (meters)                     GEOID18
 JA1288  DYNAMIC HEIGHT  -        130.498 (meters)      428.14  (feet) COMP
 JA1288  MODELED GRAVITY -    980,033.0   (mgal)                       NAVD 88
 JA1288
 JA1288  VERT ORDER      -  FIRST     CLASS II
 JA1288
 JA1288.The horizontal coordinates were scaled from a map and have
 JA1288.an estimated accuracy of +/- 6 seconds.
 JA1288
 JA1288.The orthometric height was determined by differential leveling and
 JA1288.adjusted by the NATIONAL GEODETIC SURVEY
 JA1288.in June 1991.
 JA1288
 JA1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1288.GEOID18 height accuracy estimate available here.
 JA1288
 JA1288.Click photographs - Photos may exist for this station.
 JA1288
 JA1288.The dynamic height is computed by dividing the NAVD 88
 JA1288.geopotential number by the normal gravity value computed on the
 JA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1288.degrees latitude (g = 980.6199 gals.).
 JA1288
 JA1288.The modeled gravity was interpolated from observed gravity values.
 JA1288
 JA1288;                    North         East    Units  Estimated Accuracy
 JA1288;SPC IN W     -   413,570.      861,630.      MT  (+/- 180 meters Scaled)
 JA1288
 JA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ544138(NAD 83)
 JA1288
 JA1288                          SUPERSEDED SURVEY CONTROL
 JA1288
 JA1288  NGVD 29 (??/??/92)  130.708  (m)          428.83   (f) ADJ UNCH    1 2
 JA1288
 JA1288.Superseded values are not recommended for survey control.
 JA1288
 JA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1288.See file dsdata.pdf to determine how the superseded data were derived.
 JA1288
 JA1288_MARKER: DB = BENCH MARK DISK
 JA1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1288_SP_SET: BRIDGE
 JA1288_STAMPING: V 292 1956
 JA1288_MARK LOGO: CGS
 JA1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1288
 JA1288  HISTORY     - Date     Condition        Report By
 JA1288  HISTORY     - 1956     MONUMENTED       CGS
 JA1288
 JA1288                          STATION DESCRIPTION
 JA1288
 JA1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1288'7.8 MI NW FROM CARLISLE.
 JA1288'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION
 JA1288'OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 0.5 MILE SOUTH ALONG
 JA1288'A GRAVEL ROAD, THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD,
 JA1288'NEAR THE LINE BETWEEN SECTIONS 9 AND 16, T.6 N., R.10 W., ABOUT
 JA1288'125 YARDS EAST OF A CURVE IN ROAD WITH TANGENTS EXTENDING EAST
 JA1288'AND NORTH, IN THE TOP OF THE NORTH END OF WEST CONCRETE ABUTMENT
 JA1288'OF A 25-FOOT BRIDGE OVER A DRAINAGE DITCH, 9 1/2 FEET NORTH OF
 JA1288'CENTER LINE OF ROAD, 3/4 FEET SOUTH OF NORTH END OF ABUTMENT AND
 JA1288'ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1284 ***********************************************************************
 KA1284  DESIGNATION -  V 293
 KA1284  PID         -  KA1284
 KA1284  STATE/COUNTY-  IN/VIGO
 KA1284  COUNTRY     -  US
 KA1284  USGS QUAD   -  HUTTON (2019)
 KA1284
 KA1284                         *CURRENT SURVEY CONTROL
 KA1284  ______________________________________________________________________
 KA1284* NAD 83(1986) POSITION- 39 17 29.     (N) 087 35 28.     (W)   SCALED
 KA1284* NAVD 88 ORTHO HEIGHT -   135.602 (meters)      444.89  (feet) ADJUSTED
 KA1284  ______________________________________________________________________
 KA1284  GEOID HEIGHT    -        -32.322 (meters)                     GEOID18
 KA1284  DYNAMIC HEIGHT  -        135.523 (meters)      444.63  (feet) COMP
 KA1284  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 KA1284
 KA1284  VERT ORDER      -  FIRST     CLASS II
 KA1284
 KA1284.The horizontal coordinates were scaled from a map and have
 KA1284.an estimated accuracy of +/- 6 seconds.
 KA1284
 KA1284.The orthometric height was determined by differential leveling and
 KA1284.adjusted by the NATIONAL GEODETIC SURVEY
 KA1284.in June 1991.
 KA1284
 KA1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1284.GEOID18 height accuracy estimate available here.
 KA1284
 KA1284.Click photographs - Photos may exist for this station.
 KA1284
 KA1284.The dynamic height is computed by dividing the NAVD 88
 KA1284.geopotential number by the normal gravity value computed on the
 KA1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1284.degrees latitude (g = 980.6199 gals.).
 KA1284
 KA1284.The modeled gravity was interpolated from observed gravity values.
 KA1284
 KA1284;                    North         East    Units  Estimated Accuracy
 KA1284;SPC IN W     -   448,970.      856,200.      MT  (+/- 180 meters Scaled)
 KA1284
 KA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ490492(NAD 83)
 KA1284
 KA1284                          SUPERSEDED SURVEY CONTROL
 KA1284
 KA1284  NGVD 29 (??/??/92)  135.714  (m)          445.26   (f) ADJ UNCH    1 2
 KA1284
 KA1284.Superseded values are not recommended for survey control.
 KA1284
 KA1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1284.See file dsdata.pdf to determine how the superseded data were derived.
 KA1284
 KA1284_MARKER: DB = BENCH MARK DISK
 KA1284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1284_SP_SET: BOX CULVERT HEADWALL
 KA1284_STAMPING: V 293 1956
 KA1284_MARK LOGO: CGS
 KA1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1284+STABILITY: SURFACE MOTION
 KA1284
 KA1284  HISTORY     - Date     Condition        Report By
 KA1284  HISTORY     - 1956     MONUMENTED       CGS
 KA1284  HISTORY     - 1969     GOOD             CGS
 KA1284
 KA1284                          STATION DESCRIPTION
 KA1284
 KA1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1284'1.8 MI NE FROM DARWIN.
 KA1284'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1284'FROM THE FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1284'CLARK COUNTY, ILLINOIS, THENCE ABOUT 0.7 MILE NORTH ALONG A GRAVEL
 KA1284'ROAD, ABOUT 0.2 MILE NORTH OF JUNCTION OF A ROAD EAST, IN SECTION
 KA1284'24, T. 10 NO., R. 11 W., IN THE TOP OF THE EAST HEAD WALL OF A
 KA1284'3-FOOT CONCRETE BOX CULVERT UNDER ROAD OVER A SLOUGH, 13 FEET
 KA1284'EAST OF CENTER LINE OF ROAD, 3 FEET NORTH OF SOUTH END OF HEAD
 KA1284'WALL AND ABOUT LEVEL WITH ROAD.
 KA1284
 KA1284                          STATION RECOVERY (1969)
 KA1284
 KA1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0677 ***********************************************************************
 KA0677  DESIGNATION -  V 3
 KA0677  PID         -  KA0677
 KA0677  STATE/COUNTY-  IN/HENDRICKS
 KA0677  COUNTRY     -  US
 KA0677  USGS QUAD   -  DANVILLE (2019)
 KA0677
 KA0677                         *CURRENT SURVEY CONTROL
 KA0677  ______________________________________________________________________
 KA0677* NAD 83(1986) POSITION- 39 45 14.     (N) 086 30 17.     (W)   SCALED
 KA0677* NAVD 88 ORTHO HEIGHT -   271.494 (meters)      890.73  (feet) ADJUSTED
 KA0677  ______________________________________________________________________
 KA0677  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 KA0677  DYNAMIC HEIGHT  -        271.345 (meters)      890.24  (feet) COMP
 KA0677  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 KA0677
 KA0677  VERT ORDER      -  FIRST     CLASS II
 KA0677
 KA0677.The horizontal coordinates were scaled from a map and have
 KA0677.an estimated accuracy of +/- 6 seconds.
 KA0677
 KA0677.The orthometric height was determined by differential leveling and
 KA0677.adjusted by the NATIONAL GEODETIC SURVEY
 KA0677.in June 1991.
 KA0677
 KA0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0677.GEOID18 height accuracy estimate available here.
 KA0677
 KA0677.Click photographs - Photos may exist for this station.
 KA0677
 KA0677.The dynamic height is computed by dividing the NAVD 88
 KA0677.geopotential number by the normal gravity value computed on the
 KA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0677.degrees latitude (g = 980.6199 gals.).
 KA0677
 KA0677.The modeled gravity was interpolated from observed gravity values.
 KA0677
 KA0677;                    North         East    Units  Estimated Accuracy
 KA0677;SPC IN W     -   500,350.      949,590.      MT  (+/- 180 meters Scaled)
 KA0677
 KA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK424005(NAD 83)
 KA0677
 KA0677                          SUPERSEDED SURVEY CONTROL
 KA0677
 KA0677  NGVD 29 (??/??/92)  271.604  (m)          891.09   (f) ADJ UNCH    1 2
 KA0677
 KA0677.Superseded values are not recommended for survey control.
 KA0677
 KA0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0677.See file dsdata.pdf to determine how the superseded data were derived.
 KA0677
 KA0677_MARKER: DB = BENCH MARK DISK
 KA0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0677_SP_SET: PARAPET WALL
 KA0677_STAMPING: ELEV 891.087 FT V 3
 KA0677_MARK LOGO: CGS
 KA0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0677
 KA0677  HISTORY     - Date     Condition        Report By
 KA0677  HISTORY     - 1916     MONUMENTED       CGS
 KA0677  HISTORY     - 1946     GOOD             CGS
 KA0677  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0677
 KA0677                          STATION DESCRIPTION
 KA0677
 KA0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0677'1 MI E FROM DANVILLE.
 KA0677'1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 KA0677'AT DANVILLE, AT A TRIPLE-SPAN CONCRETE-ARCH BRIDGE OVER A SMALL
 KA0677'STREAM AND A GRAVEL ROAD, IN THE TOP OF THE WEST END OF THE SOUTH
 KA0677'PARAPET WALL, 10 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND
 KA0677'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KA0677
 KA0677                          STATION RECOVERY (1985)
 KA0677
 KA0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0677'THE DISK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0802 ***********************************************************************
 JA0802  DESIGNATION -  V 3 GRN INHD
 JA0802  PID         -  JA0802
 JA0802  STATE/COUNTY-  IN/GREENE
 JA0802  COUNTRY     -  US
 JA0802  USGS QUAD   -  OWENSBURG (2019)
 JA0802
 JA0802                         *CURRENT SURVEY CONTROL
 JA0802  ______________________________________________________________________
 JA0802* NAD 83(1986) POSITION- 38 55 16.     (N) 086 43 36.     (W)   SCALED
 JA0802* NAVD 88 ORTHO HEIGHT -   190.547 (meters)      625.15  (feet) ADJUSTED
 JA0802  ______________________________________________________________________
 JA0802  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 JA0802  DYNAMIC HEIGHT  -        190.426 (meters)      624.76  (feet) COMP
 JA0802  MODELED GRAVITY -    979,991.8   (mgal)                       NAVD 88
 JA0802
 JA0802  VERT ORDER      -  FIRST     CLASS II
 JA0802
 JA0802.The horizontal coordinates were scaled from a map and have
 JA0802.an estimated accuracy of +/- 6 seconds.
 JA0802
 JA0802.The orthometric height was determined by differential leveling and
 JA0802.adjusted by the NATIONAL GEODETIC SURVEY
 JA0802.in June 1991.
 JA0802
 JA0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0802.GEOID18 height accuracy estimate available here.
 JA0802
 JA0802.Click photographs - Photos may exist for this station.
 JA0802
 JA0802.The dynamic height is computed by dividing the NAVD 88
 JA0802.geopotential number by the normal gravity value computed on the
 JA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0802.degrees latitude (g = 980.6199 gals.).
 JA0802
 JA0802.The modeled gravity was interpolated from observed gravity values.
 JA0802
 JA0802;                    North         East    Units  Estimated Accuracy
 JA0802;SPC IN W     -   407,800.      930,930.      MT  (+/- 180 meters Scaled)
 JA0802
 JA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ236080(NAD 83)
 JA0802
 JA0802                          SUPERSEDED SURVEY CONTROL
 JA0802
 JA0802  NGVD 29 (??/??/92)  190.662  (m)          625.53   (f) ADJ UNCH    1 2
 JA0802
 JA0802.Superseded values are not recommended for survey control.
 JA0802
 JA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0802.See file dsdata.pdf to determine how the superseded data were derived.
 JA0802
 JA0802_MARKER: DD = SURVEY DISK
 JA0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0802_SP_SET: BRIDGE
 JA0802_STAMPING: V 3 G R N
 JA0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0802
 JA0802  HISTORY     - Date     Condition        Report By
 JA0802  HISTORY     - UNK      MONUMENTED       INHD
 JA0802  HISTORY     - 1949     GOOD             CGS
 JA0802
 JA0802                          STATION DESCRIPTION
 JA0802
 JA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0802'0.2 MI SE FROM OWENSBURG.
 JA0802'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JA0802'OFFICE AT OWENSBURG, AT THE JUNCTION OF THE BLACK TOP ROAD AND
 JA0802'STATE HIGHWAY 58, SET IN THE TOP OF THE NORTH END OF THE WEST
 JA0802'ABUTMENT OF A 30 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 78
 JA0802'FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 24 FEET NORTH
 JA0802'OF THE CENTER LINE OF STATE HIGHWAY 58 AND 2 FEET ABOVE THE
 JA0802'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1286 ***********************************************************************
 LB1286  DESIGNATION -  V 30
 LB1286  PID         -  LB1286
 LB1286  STATE/COUNTY-  IN/BENTON
 LB1286  COUNTRY     -  US
 LB1286  USGS QUAD   -  TEMPLETON (2019)
 LB1286
 LB1286                         *CURRENT SURVEY CONTROL
 LB1286  ______________________________________________________________________
 LB1286* NAD 83(1986) POSITION- 40 31 04.     (N) 087 14 44.     (W)   SCALED
 LB1286* NAVD 88 ORTHO HEIGHT -   222.991 (meters)      731.60  (feet) ADJUSTED
 LB1286  ______________________________________________________________________
 LB1286  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 LB1286  DYNAMIC HEIGHT  -        222.880 (meters)      731.23  (feet) COMP
 LB1286  MODELED GRAVITY -    980,124.0   (mgal)                       NAVD 88
 LB1286
 LB1286  VERT ORDER      -  SECOND    CLASS 0
 LB1286
 LB1286.The horizontal coordinates were scaled from a map and have
 LB1286.an estimated accuracy of +/- 6 seconds.
 LB1286
 LB1286.The orthometric height was determined by differential leveling and
 LB1286.adjusted by the NATIONAL GEODETIC SURVEY
 LB1286.in June 1991.
 LB1286
 LB1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1286.GEOID18 height accuracy estimate available here.
 LB1286
 LB1286.Click photographs - Photos may exist for this station.
 LB1286
 LB1286.The dynamic height is computed by dividing the NAVD 88
 LB1286.geopotential number by the normal gravity value computed on the
 LB1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1286.degrees latitude (g = 980.6199 gals.).
 LB1286
 LB1286.The modeled gravity was interpolated from observed gravity values.
 LB1286
 LB1286;                    North         East    Units  Estimated Accuracy
 LB1286;SPC IN W     -   585,020.      886,250.      MT  (+/- 180 meters Scaled)
 LB1286
 LB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791852(NAD 83)
 LB1286
 LB1286                          SUPERSEDED SURVEY CONTROL
 LB1286
 LB1286  NGVD 29 (??/??/92)  223.053  (m)          731.80   (f) ADJ UNCH    2 0
 LB1286
 LB1286.Superseded values are not recommended for survey control.
 LB1286
 LB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1286.See file dsdata.pdf to determine how the superseded data were derived.
 LB1286
 LB1286_MARKER: DB = BENCH MARK DISK
 LB1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1286_STAMPING: V 30 1934
 LB1286_MARK LOGO: CGS
 LB1286_PROJECTION: PROJECTING 8 CENTIMETERS
 LB1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1286+STABILITY: SURFACE MOTION
 LB1286
 LB1286  HISTORY     - Date     Condition        Report By
 LB1286  HISTORY     - 1934     MONUMENTED       CGS
 LB1286  HISTORY     - 1946     GOOD             CGS
 LB1286
 LB1286                          STATION DESCRIPTION
 LB1286
 LB1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1286'AT OXFORD.
 LB1286'AT OXFORD, BENTON COUNTY, 67 YARDS WEST OF THE WEST END OF THE
 LB1286'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION, 200 YARDS
 LB1286'EAST OF THE CROSSING OF THE ROADBED OF THE CHICAGO, ATTICA
 LB1286'AND SOUTHERN RAILROAD, AT THE FIRST ROAD CROSSING WEST OF THE
 LB1286'STATION, 21.9 FEET NORTH OF THE NORTH RAIL, 8.4 FEET WEST OF
 LB1286'THE WEST EDGE OF A SIDEWALK, AND 2 FEET EAST OF A WHITE WOODEN
 LB1286'WITNESS POST.  A STANDARD DISK, STAMPED V 30 1934 AND SET IN
 LB1286'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0670 ***********************************************************************
 JA0670  DESIGNATION -  V 309
 JA0670  PID         -  JA0670
 JA0670  STATE/COUNTY-  IN/MARTIN
 JA0670  COUNTRY     -  US
 JA0670  USGS QUAD   -  HURON (2019)
 JA0670
 JA0670                         *CURRENT SURVEY CONTROL
 JA0670  ______________________________________________________________________
 JA0670* NAD 83(1986) POSITION- 38 41 54.     (N) 086 42 32.     (W)   SCALED
 JA0670* NAVD 88 ORTHO HEIGHT -   153.187 (meters)      502.58  (feet) ADJUSTED
 JA0670  ______________________________________________________________________
 JA0670  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JA0670  DYNAMIC HEIGHT  -        153.089 (meters)      502.26  (feet) COMP
 JA0670  MODELED GRAVITY -    979,984.8   (mgal)                       NAVD 88
 JA0670
 JA0670  VERT ORDER      -  FIRST     CLASS II
 JA0670
 JA0670.The horizontal coordinates were scaled from a map and have
 JA0670.an estimated accuracy of +/- 6 seconds.
 JA0670
 JA0670.The orthometric height was determined by differential leveling and
 JA0670.adjusted by the NATIONAL GEODETIC SURVEY
 JA0670.in June 1991.
 JA0670
 JA0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0670.GEOID18 height accuracy estimate available here.
 JA0670
 JA0670.Click photographs - Photos may exist for this station.
 JA0670
 JA0670.The dynamic height is computed by dividing the NAVD 88
 JA0670.geopotential number by the normal gravity value computed on the
 JA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0670.degrees latitude (g = 980.6199 gals.).
 JA0670
 JA0670.The modeled gravity was interpolated from observed gravity values.
 JA0670
 JA0670;                    North         East    Units  Estimated Accuracy
 JA0670;SPC IN W     -   383,080.      932,570.      MT  (+/- 180 meters Scaled)
 JA0670
 JA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH253833(NAD 83)
 JA0670
 JA0670                          SUPERSEDED SURVEY CONTROL
 JA0670
 JA0670  NGVD 29 (??/??/92)  153.316  (m)          503.00   (f) ADJ UNCH    1 2
 JA0670
 JA0670.Superseded values are not recommended for survey control.
 JA0670
 JA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0670.See file dsdata.pdf to determine how the superseded data were derived.
 JA0670
 JA0670_MARKER: DB = BENCH MARK DISK
 JA0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0670_SP_SET: BRIDGE
 JA0670_STAMPING: V 309 1965
 JA0670_MARK LOGO: CGS
 JA0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0670
 JA0670  HISTORY     - Date     Condition        Report By
 JA0670  HISTORY     - 1965     MONUMENTED       CGS
 JA0670
 JA0670                          STATION DESCRIPTION
 JA0670
 JA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0670'2.6 MI SW FROM HURON.
 JA0670'ABOUT 2.65 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0670'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 14,
 JA0670'T 3 N, R 3 W, 0.1 MILE NORTHEAST OF THE NORTHEAST END OF WILLOW
 JA0670'VALLEY SIDING 41 FEET NORTHEAST OF MILEPOST 140-30, 9 1/2 FEET
 JA0670'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST
 JA0670'END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 JA0670'BEAVER CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0416 ***********************************************************************
 LB0416  DESIGNATION -  V 31
 LB0416  PID         -  LB0416
 LB0416  STATE/COUNTY-  IN/CLINTON
 LB0416  COUNTRY     -  US
 LB0416  USGS QUAD   -  MECHANICSBURG (2019)
 LB0416
 LB0416                         *CURRENT SURVEY CONTROL
 LB0416  ______________________________________________________________________
 LB0416* NAD 83(1986) POSITION- 40 14 59.     (N) 086 28 05.     (W)   SCALED
 LB0416* NAVD 88 ORTHO HEIGHT -   272.251 (meters)      893.21  (feet) ADJUSTED
 LB0416  ______________________________________________________________________
 LB0416  GEOID HEIGHT    -        -33.986 (meters)                     GEOID18
 LB0416  DYNAMIC HEIGHT  -        272.106 (meters)      892.73  (feet) COMP
 LB0416  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 LB0416
 LB0416  VERT ORDER      -  SECOND    CLASS 0
 LB0416
 LB0416.The horizontal coordinates were scaled from a map and have
 LB0416.an estimated accuracy of +/- 6 seconds.
 LB0416
 LB0416.The orthometric height was determined by differential leveling and
 LB0416.adjusted by the NATIONAL GEODETIC SURVEY
 LB0416.in June 1991.
 LB0416
 LB0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0416.GEOID18 height accuracy estimate available here.
 LB0416
 LB0416.Click photographs - Photos may exist for this station.
 LB0416
 LB0416.The dynamic height is computed by dividing the NAVD 88
 LB0416.geopotential number by the normal gravity value computed on the
 LB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0416.degrees latitude (g = 980.6199 gals.).
 LB0416
 LB0416.The modeled gravity was interpolated from observed gravity values.
 LB0416
 LB0416;                    North         East    Units  Estimated Accuracy
 LB0416;SPC IN W     -   555,430.      952,350.      MT  (+/- 180 meters Scaled)
 LB0416
 LB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK452556(NAD 83)
 LB0416
 LB0416                          SUPERSEDED SURVEY CONTROL
 LB0416
 LB0416  NGVD 29 (??/??/92)  272.354  (m)          893.55   (f) ADJ UNCH    2 0
 LB0416
 LB0416.Superseded values are not recommended for survey control.
 LB0416
 LB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0416.See file dsdata.pdf to determine how the superseded data were derived.
 LB0416
 LB0416_MARKER: DB = BENCH MARK DISK
 LB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0416_STAMPING: V 31 1934
 LB0416_MARK LOGO: CGS
 LB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0416+STABILITY: SURFACE MOTION
 LB0416
 LB0416  HISTORY     - Date     Condition        Report By
 LB0416  HISTORY     - 1934     MONUMENTED       CGS
 LB0416
 LB0416                          STATION DESCRIPTION
 LB0416
 LB0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0416'3.6 MI SE FROM FRANKFORT.
 LB0416'3.6 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0416'RAILWAY FROM THE STATION AT FRANKFORT, CLINTON COUNTY, 2.6 MILES
 LB0416'NORTHWEST OF CYCLONE, 0.2 MILE NORTHWEST OF MILEPOST B 140, 44.2
 LB0416'FEET NORTHWEST OF A FENCE CORNER, AT A GRAVEL-ROAD CROSSING, 27.7
 LB0416'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 21.1 FEET NORTHEAST
 LB0416'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED V 31 1934 AND
 LB0416'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB0416'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0391 ***********************************************************************
 JA0391  DESIGNATION -  V 310
 JA0391  PID         -  JA0391
 JA0391  STATE/COUNTY-  IN/CRAWFORD
 JA0391  COUNTRY     -  US
 JA0391  USGS QUAD   -  ENGLISH (2019)
 JA0391
 JA0391                         *CURRENT SURVEY CONTROL
 JA0391  ______________________________________________________________________
 JA0391* NAD 83(1986) POSITION- 38 19 44.     (N) 086 27 15.     (W)   SCALED
 JA0391* NAVD 88 ORTHO HEIGHT -   202.745 (meters)      665.17  (feet) ADJUSTED
 JA0391  ______________________________________________________________________
 JA0391  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 JA0391  DYNAMIC HEIGHT  -        202.604 (meters)      664.71  (feet) COMP
 JA0391  MODELED GRAVITY -    979,927.6   (mgal)                       NAVD 88
 JA0391
 JA0391  VERT ORDER      -  FIRST     CLASS II
 JA0391
 JA0391.The horizontal coordinates were scaled from a map and have
 JA0391.an estimated accuracy of +/- 6 seconds.
 JA0391
 JA0391.The orthometric height was determined by differential leveling and
 JA0391.adjusted by the NATIONAL GEODETIC SURVEY
 JA0391.in June 1991.
 JA0391
 JA0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0391.GEOID18 height accuracy estimate available here.
 JA0391
 JA0391.Click photographs - Photos may exist for this station.
 JA0391
 JA0391.The dynamic height is computed by dividing the NAVD 88
 JA0391.geopotential number by the normal gravity value computed on the
 JA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0391.degrees latitude (g = 980.6199 gals.).
 JA0391
 JA0391.The modeled gravity was interpolated from observed gravity values.
 JA0391
 JA0391;                    North         East    Units  Estimated Accuracy
 JA0391;SPC IN W     -   342,190.      955,010.      MT  (+/- 180 meters Scaled)
 JA0391
 JA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477424(NAD 83)
 JA0391
 JA0391                          SUPERSEDED SURVEY CONTROL
 JA0391
 JA0391  NGVD 29 (??/??/92)  202.856  (m)          665.54   (f) ADJ UNCH    1 2
 JA0391
 JA0391.Superseded values are not recommended for survey control.
 JA0391
 JA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0391.See file dsdata.pdf to determine how the superseded data were derived.
 JA0391
 JA0391_MARKER: DB = BENCH MARK DISK
 JA0391_SETTING: 66 = SET IN ROCK OUTCROP
 JA0391_STAMPING: V 310 1965
 JA0391_MARK LOGO: CGS
 JA0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0391+STABILITY: POSITION/ELEVATION WELL
 JA0391
 JA0391  HISTORY     - Date     Condition        Report By
 JA0391  HISTORY     - 1965     MONUMENTED       CGS
 JA0391
 JA0391                          STATION DESCRIPTION
 JA0391
 JA0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0391'0.8 MI S FROM ENGLISH.
 JA0391'0.85 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0391'ENGLISH, IN SECTION 19, T 2 S, R 1 E, 47 FEET EAST OF THE CENTER
 JA0391'LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE LAWN
 JA0391'OF THE ENGLISH BAPTIST CHURCH, 12 FEET NORTHWEST OF THE NORTHWEST
 JA0391'CORNER OF THE CHURCH, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 JA0391'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0823 ***********************************************************************
 JA0823  DESIGNATION -  V 311
 JA0823  PID         -  JA0823
 JA0823  STATE/COUNTY-  IN/DAVIESS
 JA0823  COUNTRY     -  US
 JA0823  USGS QUAD   -  MONTGOMERY (2019)
 JA0823
 JA0823                         *CURRENT SURVEY CONTROL
 JA0823  ______________________________________________________________________
 JA0823* NAD 83(1986) POSITION- 38 39 51.     (N) 087 03 55.     (W)   SCALED
 JA0823* NAVD 88 ORTHO HEIGHT -   159.775 (meters)      524.20  (feet) ADJUSTED
 JA0823  ______________________________________________________________________
 JA0823  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 JA0823  DYNAMIC HEIGHT  -        159.673 (meters)      523.86  (feet) COMP
 JA0823  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA0823
 JA0823  VERT ORDER      -  FIRST     CLASS II
 JA0823
 JA0823.The horizontal coordinates were scaled from a map and have
 JA0823.an estimated accuracy of +/- 6 seconds.
 JA0823
 JA0823.The orthometric height was determined by differential leveling and
 JA0823.adjusted by the NATIONAL GEODETIC SURVEY
 JA0823.in June 1991.
 JA0823
 JA0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0823.GEOID18 height accuracy estimate available here.
 JA0823
 JA0823.Click photographs - Photos may exist for this station.
 JA0823
 JA0823.The dynamic height is computed by dividing the NAVD 88
 JA0823.geopotential number by the normal gravity value computed on the
 JA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0823.degrees latitude (g = 980.6199 gals.).
 JA0823
 JA0823.The modeled gravity was interpolated from observed gravity values.
 JA0823
 JA0823;                    North         East    Units  Estimated Accuracy
 JA0823;SPC IN W     -   379,220.      901,570.      MT  (+/- 180 meters Scaled)
 JA0823
 JA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH943795(NAD 83)
 JA0823
 JA0823                          SUPERSEDED SURVEY CONTROL
 JA0823
 JA0823  NGVD 29 (??/??/92)  159.902  (m)          524.61   (f) ADJ UNCH    1 2
 JA0823
 JA0823.Superseded values are not recommended for survey control.
 JA0823
 JA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0823.See file dsdata.pdf to determine how the superseded data were derived.
 JA0823
 JA0823_MARKER: DB = BENCH MARK DISK
 JA0823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0823_STAMPING: V 311 1965
 JA0823_MARK LOGO: CGS
 JA0823_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0823
 JA0823  HISTORY     - Date     Condition        Report By
 JA0823  HISTORY     - 1965     MONUMENTED       CGS
 JA0823  HISTORY     - 20221011 MARK NOT FOUND   INDOT
 JA0823
 JA0823                          STATION DESCRIPTION
 JA0823
 JA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0823'1.1 MI W FROM MONTGOMERY.
 JA0823'ABOUT 1.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0823'THE STATION AT MONTGOMERY, 5 1/2 POLES WEST OF MILEPOST 163-20,
 JA0823'32 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, 2.5
 JA0823'FEET EAST OF A WOODEN WITNESS POST, AND ON THE TOP OF A 5/8-INCH
 JA0823'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 1/2 FEET AND
 JA0823'IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
 JA0823
 JA0823                          STATION RECOVERY (2022)
 JA0823
 JA0823'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA0823'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0273 ***********************************************************************
 JA0273  DESIGNATION -  V 312
 JA0273  PID         -  JA0273
 JA0273  STATE/COUNTY-  IN/CRAWFORD
 JA0273  COUNTRY     -  US
 JA0273  USGS QUAD   -  MILLTOWN (2019)
 JA0273
 JA0273                         *CURRENT SURVEY CONTROL
 JA0273  ______________________________________________________________________
 JA0273* NAD 83(1986) POSITION- 38 21 54.     (N) 086 22 00.     (W)   SCALED
 JA0273* NAVD 88 ORTHO HEIGHT -   203.408 (meters)      667.35  (feet) ADJUSTED
 JA0273  ______________________________________________________________________
 JA0273  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 JA0273  DYNAMIC HEIGHT  -        203.264 (meters)      666.88  (feet) COMP
 JA0273  MODELED GRAVITY -    979,916.6   (mgal)                       NAVD 88
 JA0273
 JA0273  VERT ORDER      -  FIRST     CLASS II
 JA0273
 JA0273.The horizontal coordinates were scaled from a map and have
 JA0273.an estimated accuracy of +/- 6 seconds.
 JA0273
 JA0273.The orthometric height was determined by differential leveling and
 JA0273.adjusted by the NATIONAL GEODETIC SURVEY
 JA0273.in June 1991.
 JA0273
 JA0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0273.GEOID18 height accuracy estimate available here.
 JA0273
 JA0273.Click photographs - Photos may exist for this station.
 JA0273
 JA0273.The dynamic height is computed by dividing the NAVD 88
 JA0273.geopotential number by the normal gravity value computed on the
 JA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0273.degrees latitude (g = 980.6199 gals.).
 JA0273
 JA0273.The modeled gravity was interpolated from observed gravity values.
 JA0273
 JA0273;                    North         East    Units  Estimated Accuracy
 JA0273;SPC IN W     -   346,250.      962,630.      MT  (+/- 180 meters Scaled)
 JA0273
 JA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH553465(NAD 83)
 JA0273
 JA0273                          SUPERSEDED SURVEY CONTROL
 JA0273
 JA0273  NGVD 29 (??/??/92)  203.520  (m)          667.72   (f) ADJ UNCH    1 2
 JA0273
 JA0273.Superseded values are not recommended for survey control.
 JA0273
 JA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0273.See file dsdata.pdf to determine how the superseded data were derived.
 JA0273
 JA0273_MARKER: DB = BENCH MARK DISK
 JA0273_SETTING: 66 = SET IN ROCK OUTCROP
 JA0273_STAMPING: V 312 1965
 JA0273_MARK LOGO: CGS
 JA0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0273+STABILITY: POSITION/ELEVATION WELL
 JA0273
 JA0273  HISTORY     - Date     Condition        Report By
 JA0273  HISTORY     - 1965     MONUMENTED       CGS
 JA0273  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0273
 JA0273                          STATION DESCRIPTION
 JA0273
 JA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0273'1.4 MI W FROM MARENGO.
 JA0273'1.4 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0273'MARENGO, IN SECTION 11, T 2 S, R 1 E, 8 1/2 RAILS EAST OF THE
 JA0273'EAST END OF A RAILROAD OVERPASS OVER A GRAVELED ROAD, 129 FEET
 JA0273'NORTH OF THE NORTH RAIL, SET IN THE TOP OF A ROCK OUTCROP, 81
 JA0273'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE RAILS, 3.0 FEET
 JA0273'NORTH OF A METAL WITNESS POST.
 JA0273
 JA0273                          STATION RECOVERY (2023)
 JA0273
 JA0273'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0233 ***********************************************************************
 JA0233  DESIGNATION -  V 313
 JA0233  PID         -  JA0233
 JA0233  STATE/COUNTY-  IN/HARRISON
 JA0233  COUNTRY     -  US
 JA0233  USGS QUAD   -  CRANDALL (2019)
 JA0233
 JA0233                         *CURRENT SURVEY CONTROL
 JA0233  ______________________________________________________________________
 JA0233* NAD 83(1986) POSITION- 38 16 45.     (N) 086 01 28.     (W)   SCALED
 JA0233* NAVD 88 ORTHO HEIGHT -   228.824 (meters)      750.73  (feet) ADJUSTED
 JA0233  ______________________________________________________________________
 JA0233  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 JA0233  DYNAMIC HEIGHT  -        228.666 (meters)      750.22  (feet) COMP
 JA0233  MODELED GRAVITY -    979,931.2   (mgal)                       NAVD 88
 JA0233
 JA0233  VERT ORDER      -  FIRST     CLASS II
 JA0233
 JA0233.The horizontal coordinates were scaled from a map and have
 JA0233.an estimated accuracy of +/- 6 seconds.
 JA0233
 JA0233.The orthometric height was determined by differential leveling and
 JA0233.adjusted by the NATIONAL GEODETIC SURVEY
 JA0233.in June 1991.
 JA0233
 JA0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0233.GEOID18 height accuracy estimate available here.
 JA0233
 JA0233.Click photographs - Photos may exist for this station.
 JA0233
 JA0233.The dynamic height is computed by dividing the NAVD 88
 JA0233.geopotential number by the normal gravity value computed on the
 JA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0233.degrees latitude (g = 980.6199 gals.).
 JA0233
 JA0233.The modeled gravity was interpolated from observed gravity values.
 JA0233
 JA0233;                    North         East    Units  Estimated Accuracy
 JA0233;SPC IN E     -   336,540.       68,700.      MT  (+/- 180 meters Scaled)
 JA0233
 JA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH853372(NAD 83)
 JA0233
 JA0233                          SUPERSEDED SURVEY CONTROL
 JA0233
 JA0233  NGVD 29 (??/??/92)  228.953  (m)          751.16   (f) ADJ UNCH    1 2
 JA0233
 JA0233.Superseded values are not recommended for survey control.
 JA0233
 JA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0233.See file dsdata.pdf to determine how the superseded data were derived.
 JA0233
 JA0233_MARKER: DB = BENCH MARK DISK
 JA0233_SETTING: 66 = SET IN ROCK OUTCROP
 JA0233_STAMPING: V 313 1965
 JA0233_MARK LOGO: CGS
 JA0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0233+STABILITY: POSITION/ELEVATION WELL
 JA0233
 JA0233  HISTORY     - Date     Condition        Report By
 JA0233  HISTORY     - 1965     MONUMENTED       CGS
 JA0233
 JA0233                          STATION DESCRIPTION
 JA0233
 JA0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0233'2.5 MI E FROM CRANDALL.
 JA0233'2.5 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE CROSSING OF
 JA0233'THE RAILROAD AND STATE HIGHWAY 335 AT CRANDALL, OR ABOUT 3.5
 JA0233'MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE UNITED
 JA0233'BRETHREN CHURCH AT GEORGETOWN, IN SECTION 1, T 3 S, R 4 E, 0.4
 JA0233'MILE EAST OF MILEPOST 255, 0.25 MILE EAST OF A CROSSING OF THE
 JA0233'RAILROAD AND A ROAD, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET
 JA0233'IN THE TOP OF A ROCK OUTCROP ON THE SOUTHWEST BANK OF A SMALL
 JA0233'CUT, 7.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 JA0233'ABOVE THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0894 ***********************************************************************
 JA0894  DESIGNATION -  V 314
 JA0894  PID         -  JA0894
 JA0894  STATE/COUNTY-  IN/DAVIESS
 JA0894  COUNTRY     -  US
 JA0894  USGS QUAD   -  WASHINGTON (2019)
 JA0894
 JA0894                         *CURRENT SURVEY CONTROL
 JA0894  ______________________________________________________________________
 JA0894* NAD 83(1986) POSITION- 38 41 44.     (N) 087 12 12.     (W)   SCALED
 JA0894* NAVD 88 ORTHO HEIGHT -   138.716 (meters)      455.10  (feet) ADJUSTED
 JA0894  ______________________________________________________________________
 JA0894  GEOID HEIGHT    -        -32.296 (meters)                     GEOID18
 JA0894  DYNAMIC HEIGHT  -        138.629 (meters)      454.82  (feet) COMP
 JA0894  MODELED GRAVITY -    979,995.3   (mgal)                       NAVD 88
 JA0894
 JA0894  VERT ORDER      -  FIRST     CLASS II
 JA0894
 JA0894.The horizontal coordinates were scaled from a map and have
 JA0894.an estimated accuracy of +/- 6 seconds.
 JA0894
 JA0894.The orthometric height was determined by differential leveling and
 JA0894.adjusted by the NATIONAL GEODETIC SURVEY
 JA0894.in June 1991.
 JA0894
 JA0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0894.GEOID18 height accuracy estimate available here.
 JA0894
 JA0894.Click photographs - Photos may exist for this station.
 JA0894
 JA0894.The dynamic height is computed by dividing the NAVD 88
 JA0894.geopotential number by the normal gravity value computed on the
 JA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0894.degrees latitude (g = 980.6199 gals.).
 JA0894
 JA0894.The modeled gravity was interpolated from observed gravity values.
 JA0894
 JA0894;                    North         East    Units  Estimated Accuracy
 JA0894;SPC IN W     -   382,710.      889,560.      MT  (+/- 180 meters Scaled)
 JA0894
 JA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH823830(NAD 83)
 JA0894
 JA0894                          SUPERSEDED SURVEY CONTROL
 JA0894
 JA0894  NGVD 29 (??/??/92)  138.850  (m)          455.54   (f) ADJ UNCH    1 2
 JA0894
 JA0894.Superseded values are not recommended for survey control.
 JA0894
 JA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0894.See file dsdata.pdf to determine how the superseded data were derived.
 JA0894
 JA0894_MARKER: DB = BENCH MARK DISK
 JA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0894_STAMPING: V 314 1965
 JA0894_MARK LOGO: CGS
 JA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0894+STABILITY: SURFACE MOTION
 JA0894
 JA0894  HISTORY     - Date     Condition        Report By
 JA0894  HISTORY     - 1965     MONUMENTED       CGS
 JA0894  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0894
 JA0894                          STATION DESCRIPTION
 JA0894
 JA0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0894'5.5 MI NW FROM WASHINGTON.
 JA0894'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0894'THE STATION AT WASHINGTON, THENCE 2.95 MILES NORTH ALONG THE NEW
 JA0894'YORK CENTRAL RAILROAD, IN SECTION 17, T 3 N, R 7 W, 7 RAILS
 JA0894'SOUTH-SOUTHWEST OF MILEPOST 176, 116 FEET NORTH OF THE CENTER OF
 JA0894'A CROSSING OF THE RAILROAD AND A DIRT ROAD, 36 FEET NORTHWEST OF
 JA0894'THE NORTHWEST RAIL, 21 FEET EAST OF THE CENTER LINE OF THE DIRT
 JA0894'ROAD, 13 FEET NORTHEAST OF A 26-INCH TREE, 1.8 FEET SOUTHEAST
 JA0894'OF A FENCE, 1.5 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT
 JA0894'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JA0894'A CONCRETE POST PROJECTING 6 INCHES.
 JA0894
 JA0894                          STATION RECOVERY (1985)
 JA0894
 JA0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0894'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1268 ***********************************************************************
 JA1268  DESIGNATION -  V 316
 JA1268  PID         -  JA1268
 JA1268  STATE/COUNTY-  IN/VANDERBURGH
 JA1268  COUNTRY     -  US
 JA1268  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1268
 JA1268                         *CURRENT SURVEY CONTROL
 JA1268  ______________________________________________________________________
 JA1268* NAD 83(1986) POSITION- 38 04 23.49   (N) 087 30 10.54   (W)   HD_HELD1
 JA1268* NAVD 88 ORTHO HEIGHT -   126.657 (meters)      415.54  (feet) ADJUSTED
 JA1268  ______________________________________________________________________
 JA1268  GEOID HEIGHT    -        -31.229 (meters)                     GEOID18
 JA1268  DYNAMIC HEIGHT  -        126.571 (meters)      415.26  (feet) COMP
 JA1268  MODELED GRAVITY -    979,945.0   (mgal)                       NAVD 88
 JA1268
 JA1268  VERT ORDER      -  FIRST     CLASS II
 JA1268
 JA1268.The horizontal coordinates were determined by differentially corrected
 JA1268.hand held GPS observations or other comparable positioning techniques
 JA1268.and have an estimated accuracy of +/- 3 meters.
 JA1268
 JA1268.The orthometric height was determined by differential leveling and
 JA1268.adjusted by the NATIONAL GEODETIC SURVEY
 JA1268.in June 1991.
 JA1268
 JA1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1268.GEOID18 height accuracy estimate available here.
 JA1268
 JA1268.Click photographs - Photos may exist for this station.
 JA1268
 JA1268.The dynamic height is computed by dividing the NAVD 88
 JA1268.geopotential number by the normal gravity value computed on the
 JA1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1268.degrees latitude (g = 980.6199 gals.).
 JA1268
 JA1268.The modeled gravity was interpolated from observed gravity values.
 JA1268
 JA1268;                    North         East    Units  Estimated Accuracy
 JA1268;SPC IN W     -   313,701.0     863,183.8     MT  (+/- 3 meters HH1 GPS) 
 JA1268
 JA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5588814055(NAD 83)
 JA1268
 JA1268                          SUPERSEDED SURVEY CONTROL
 JA1268
 JA1268  NGVD 29 (??/??/92)  126.766  (m)          415.90   (f) ADJ UNCH    1 2
 JA1268
 JA1268.Superseded values are not recommended for survey control.
 JA1268
 JA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1268.See file dsdata.pdf to determine how the superseded data were derived.
 JA1268
 JA1268_MARKER: DB = BENCH MARK DISK
 JA1268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1268_SP_SET: HEADWALL
 JA1268_STAMPING: V 316 1965
 JA1268_MARK LOGO: CGS
 JA1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1268+STABILITY: SURFACE MOTION
 JA1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1268+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2011
 JA1268
 JA1268  HISTORY     - Date     Condition        Report By
 JA1268  HISTORY     - 1965     MONUMENTED       CGS
 JA1268  HISTORY     - 1985     GOOD             NGS
 JA1268  HISTORY     - 19950816 GOOD             USPSQD
 JA1268  HISTORY     - 19981107 GOOD             USPSQD
 JA1268  HISTORY     - 20110405 GOOD             BERNAR
 JA1268
 JA1268                          STATION DESCRIPTION
 JA1268
 JA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1268'1.6 MI SW FROM DAYLIGHT.
 JA1268'ABOUT 1.55 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1268'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, IN SECTION 23, T 5 S,
 JA1268'R 10 W, 120 FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF
 JA1268'THE RAILROAD AND A PAVED ROAD, SET IN THE CENTER OF THE TOP OF
 JA1268'THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT, 73 FEET
 JA1268'NORTHWEST OF THE NORTHWEST RAIL, 25 FEET SOUTHEAST OF THE
 JA1268'CENTER LINE OF STATE HIGHWAY 57, ABOUT 3 FEET BELOW THE LEVEL OF
 JA1268'THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JA1268
 JA1268                          STATION RECOVERY (1985)
 JA1268
 JA1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1268'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 JA1268'MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS NORTH JUNCTION WITH STATE
 JA1268'HIGHWAY 66 IN EVANSVILLE, THENCE 5.1 KM (3.15 MI) NORTHEASTERLY ALONG
 JA1268'STATE HIGHWAY 57.
 JA1268
 JA1268                          STATION RECOVERY (1995)
 JA1268
 JA1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1268'RECOVERED IN GOOD CONDITION.
 JA1268
 JA1268                          STATION RECOVERY (1998)
 JA1268
 JA1268'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1268'RECOVERED IN GOOD CONDITION.
 JA1268
 JA1268                          STATION RECOVERY (2011)
 JA1268
 JA1268'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 JA1268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1111 ***********************************************************************
 JA1111  DESIGNATION -  V 317
 JA1111  PID         -  JA1111
 JA1111  STATE/COUNTY-  IN/SPENCER
 JA1111  COUNTRY     -  US
 JA1111  USGS QUAD   -  CHRISNEY (2019)
 JA1111
 JA1111                         *CURRENT SURVEY CONTROL
 JA1111  ______________________________________________________________________
 JA1111* NAD 83(1986) POSITION- 38 04 36.4    (N) 087 00 45.2    (W)   HD_HELD2
 JA1111* NAVD 88 ORTHO HEIGHT -   130.550 (meters)      428.31  (feet) ADJUSTED
 JA1111  ______________________________________________________________________
 JA1111  GEOID HEIGHT    -        -31.608 (meters)                     GEOID18
 JA1111  DYNAMIC HEIGHT  -        130.463 (meters)      428.03  (feet) COMP
 JA1111  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA1111
 JA1111  VERT ORDER      -  FIRST     CLASS II
 JA1111
 JA1111.The horizontal coordinates were established by autonomous hand held GPS
 JA1111.observations and have an estimated accuracy of +/- 10 meters.
 JA1111
 JA1111.The orthometric height was determined by differential leveling and
 JA1111.adjusted by the NATIONAL GEODETIC SURVEY
 JA1111.in June 1991.
 JA1111
 JA1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1111.GEOID18 height accuracy estimate available here.
 JA1111
 JA1111.Click photographs - Photos may exist for this station.
 JA1111
 JA1111.The dynamic height is computed by dividing the NAVD 88
 JA1111.geopotential number by the normal gravity value computed on the
 JA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1111.degrees latitude (g = 980.6199 gals.).
 JA1111
 JA1111.The modeled gravity was interpolated from observed gravity values.
 JA1111
 JA1111;                    North         East    Units  Estimated Accuracy
 JA1111;SPC IN W     -   314,018.      906,210.      MT  (+/- 10 meters HH2 GPS)
 JA1111
 JA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9889814333(NAD 83)
 JA1111
 JA1111                          SUPERSEDED SURVEY CONTROL
 JA1111
 JA1111  NGVD 29 (??/??/92)  130.653  (m)          428.65   (f) ADJ UNCH    1 2
 JA1111
 JA1111.Superseded values are not recommended for survey control.
 JA1111
 JA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1111.See file dsdata.pdf to determine how the superseded data were derived.
 JA1111
 JA1111_MARKER: DB = BENCH MARK DISK
 JA1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1111_STAMPING: V 317 1965
 JA1111_MARK LOGO: CGS
 JA1111_PROJECTION: PROJECTING 18 CENTIMETERS
 JA1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1111+STABILITY: SURFACE MOTION
 JA1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1111+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 JA1111
 JA1111  HISTORY     - Date     Condition        Report By
 JA1111  HISTORY     - 1965     MONUMENTED       CGS
 JA1111  HISTORY     - 20110313 GOOD             GEOCAC
 JA1111  HISTORY     - 20221214 GOOD             INDOT
 JA1111
 JA1111                          STATION DESCRIPTION
 JA1111
 JA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1111'3.5 MI S FROM LINCOLN CITY.
 JA1111'ABOUT 3.5 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1111'OFFICE AT LINCOLN CITY, OR ABOUT 4.75 MILES NORTH ALONG THE
 JA1111'SOUTHERN RAILROAD FROM THE POST OFFICE AT CHRISNEY, IN SECTION
 JA1111'18, T 5 S, R 5 W, 0.15 MILE SOUTH OF MILEPOST 14, 29 FEET EAST
 JA1111'OF THE EAST RAIL, 16 FEET SOUTH OF THE CENTER LINE OF A FIELD
 JA1111'ROAD, 11 FEET WEST OF THE NORTHWEST CORNER OF A SMALL METAL
 JA1111'BUILDING ON THE JAMES DUMONT FARM, 4 FEET SOUTHWEST OF AN
 JA1111'8-INCH SASSAFRAS TREE, 2 1/2 FEET WEST OF A FENCE, 2.3 FEET
 JA1111'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 JA1111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1111
 JA1111                          STATION RECOVERY (2011)
 JA1111
 JA1111'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 JA1111'RECOVERED IN GOOD CONDITION.
 JA1111
 JA1111                          STATION RECOVERY (2022)
 JA1111
 JA1111'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1066 ***********************************************************************
 HA1066  DESIGNATION -  V 318
 HA1066  PID         -  HA1066
 HA1066  STATE/COUNTY-  IN/POSEY
 HA1066  COUNTRY     -  US
 HA1066  USGS QUAD   -  UNIONTOWN (2019)
 HA1066
 HA1066                         *CURRENT SURVEY CONTROL
 HA1066  ______________________________________________________________________
 HA1066* NAD 83(1986) POSITION- 37 49 24.     (N) 087 57 26.     (W)   SCALED
 HA1066* NAVD 88 ORTHO HEIGHT -   107.150 (meters)      351.54  (feet) ADJUSTED
 HA1066  ______________________________________________________________________
 HA1066  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 HA1066  DYNAMIC HEIGHT  -        107.076 (meters)      351.30  (feet) COMP
 HA1066  MODELED GRAVITY -    979,940.6   (mgal)                       NAVD 88
 HA1066
 HA1066  VERT ORDER      -  FIRST     CLASS II
 HA1066
 HA1066.The horizontal coordinates were scaled from a map and have
 HA1066.an estimated accuracy of +/- 6 seconds.
 HA1066
 HA1066.The orthometric height was determined by differential leveling and
 HA1066.adjusted by the NATIONAL GEODETIC SURVEY
 HA1066.in June 1991.
 HA1066
 HA1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1066.GEOID18 height accuracy estimate available here.
 HA1066
 HA1066.Click photographs - Photos may exist for this station.
 HA1066
 HA1066.The dynamic height is computed by dividing the NAVD 88
 HA1066.geopotential number by the normal gravity value computed on the
 HA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1066.degrees latitude (g = 980.6199 gals.).
 HA1066
 HA1066.The modeled gravity was interpolated from observed gravity values.
 HA1066
 HA1066;                    North         East    Units  Estimated Accuracy
 HA1066;SPC IN W     -   286,250.      823,060.      MT  (+/- 180 meters Scaled)
 HA1066
 HA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG157866(NAD 83)
 HA1066
 HA1066                          SUPERSEDED SURVEY CONTROL
 HA1066
 HA1066  NGVD 29 (??/??/92)  107.254  (m)          351.88   (f) ADJ UNCH    1 2
 HA1066
 HA1066.Superseded values are not recommended for survey control.
 HA1066
 HA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1066.See file dsdata.pdf to determine how the superseded data were derived.
 HA1066
 HA1066_MARKER: DB = BENCH MARK DISK
 HA1066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA1066_STAMPING: V 318 1965
 HA1066_MARK LOGO: CGS
 HA1066_MAGNETIC: I = MARKER IS A STEEL ROD
 HA1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1066
 HA1066  HISTORY     - Date     Condition        Report By
 HA1066  HISTORY     - 1965     MONUMENTED       CGS
 HA1066  HISTORY     - 1988     GOOD             USPSQD
 HA1066
 HA1066                          STATION DESCRIPTION
 HA1066
 HA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1066'AT HOVEY LAKE.
 HA1066'AT HOVEY LAKE, IN SECTION 14, T 8 S, R 14 W, 66 FEET EAST OF THE
 HA1066'SOUTHEAST CORNER OF THE FISH AND GAME COMMISSION OFFICE BUILDING,
 HA1066'ABOUT 150 FEET WEST OF THE HIGH WATER LINE OF HOVEY LAKE, 151 FEET
 HA1066'EAST OF THE CENTER LINE OF STATE HIGHWAY 69, 36 FEET WEST OF THE
 HA1066'CENTER LINE OF A GRAVELED ROAD LEADING THROUGH HOVEY PARK, 9 FEET
 HA1066'WEST OF A 14-INCH BLACK WALNUT TREE BEARING A WATER GAGE, 1.0 FOOT
 HA1066'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF
 HA1066'THE PARK ROAD, ABOUT 20 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 HA1066'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 HA1066'TO A DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 HA1066'WHICH PROJECTS 6 INCHES.
 HA1066
 HA1066                          STATION RECOVERY (1988)
 HA1066
 HA1066'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0805 ***********************************************************************
 HZ0805  DESIGNATION -  V 319
 HZ0805  PID         -  HZ0805
 HZ0805  STATE/COUNTY-  IN/SWITZERLAND
 HZ0805  COUNTRY     -  US
 HZ0805  USGS QUAD   -  PATRIOT (2019)
 HZ0805
 HZ0805                         *CURRENT SURVEY CONTROL
 HZ0805  ______________________________________________________________________
 HZ0805* NAD 83(1986) POSITION- 38 48 02.     (N) 084 51 20.     (W)   SCALED
 HZ0805* NAVD 88 ORTHO HEIGHT -   142.079 (meters)      466.14  (feet) ADJUSTED
 HZ0805  ______________________________________________________________________
 HZ0805  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 HZ0805  DYNAMIC HEIGHT  -        141.988 (meters)      465.84  (feet) COMP
 HZ0805  MODELED GRAVITY -    979,988.6   (mgal)                       NAVD 88
 HZ0805
 HZ0805  VERT ORDER      -  FIRST     CLASS II
 HZ0805
 HZ0805.The horizontal coordinates were scaled from a map and have
 HZ0805.an estimated accuracy of +/- 6 seconds.
 HZ0805
 HZ0805.The orthometric height was determined by differential leveling and
 HZ0805.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0805.in June 1991.
 HZ0805
 HZ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0805.GEOID18 height accuracy estimate available here.
 HZ0805
 HZ0805.Click photographs - Photos may exist for this station.
 HZ0805
 HZ0805.The dynamic height is computed by dividing the NAVD 88
 HZ0805.geopotential number by the normal gravity value computed on the
 HZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0805.degrees latitude (g = 980.6199 gals.).
 HZ0805
 HZ0805.The modeled gravity was interpolated from observed gravity values.
 HZ0805
 HZ0805;                    North         East    Units  Estimated Accuracy
 HZ0805;SPC IN E     -   394,670.      170,460.      MT  (+/- 180 meters Scaled)
 HZ0805
 HZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH862968(NAD 83)
 HZ0805
 HZ0805                          SUPERSEDED SURVEY CONTROL
 HZ0805
 HZ0805  NGVD 29 (??/??/92)  142.271  (m)          466.77   (f) ADJ UNCH    1 2
 HZ0805
 HZ0805.Superseded values are not recommended for survey control.
 HZ0805
 HZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0805.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0805
 HZ0805_MARKER: DB = BENCH MARK DISK
 HZ0805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0805_SP_SET: CULVERT HEADWALL
 HZ0805_STAMPING: V 319 1965
 HZ0805_MARK LOGO: CGS
 HZ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0805+STABILITY: SURFACE MOTION
 HZ0805
 HZ0805  HISTORY     - Date     Condition        Report By
 HZ0805  HISTORY     - 1965     MONUMENTED       CGS
 HZ0805
 HZ0805                          STATION DESCRIPTION
 HZ0805
 HZ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0805'5.2 MI SW FROM PATRIOT.
 HZ0805'ABOUT 5.15 MILES SOUTHWEST ALONG STATE HIGHWAY 156 FROM POST
 HZ0805'OFFICE AT PATRIOT, OR 4.05 MILES NORTHEAST ALONG STATE HIGHWAY
 HZ0805'156 FROM THE POST OFFICE AT FLORENCE, IN SECTION 26, T 2 N, R 1 W,
 HZ0805'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HZ0805'TOP OF THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 HZ0805'CULVERT OVER THE SAND RUN CREEK, ABOUT 1 1/2 FEET BELOW THE
 HZ0805'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0761 ***********************************************************************
 LB0761  DESIGNATION -  V 32
 LB0761  PID         -  LB0761
 LB0761  STATE/COUNTY-  IN/MONTGOMERY
 LB0761  COUNTRY     -  US
 LB0761  USGS QUAD   -  DARLINGTON (2019)
 LB0761
 LB0761                         *CURRENT SURVEY CONTROL
 LB0761  ______________________________________________________________________
 LB0761* NAD 83(1986) POSITION- 40 05 20.     (N) 086 48 32.     (W)   SCALED
 LB0761* NAVD 88 ORTHO HEIGHT -   242.466 (meters)      795.49  (feet) ADJUSTED
 LB0761  ______________________________________________________________________
 LB0761  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 LB0761  DYNAMIC HEIGHT  -        242.336 (meters)      795.06  (feet) COMP
 LB0761  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 LB0761
 LB0761  VERT ORDER      -  SECOND    CLASS 0
 LB0761
 LB0761.The horizontal coordinates were scaled from a map and have
 LB0761.an estimated accuracy of +/- 6 seconds.
 LB0761
 LB0761.The orthometric height was determined by differential leveling and
 LB0761.adjusted by the NATIONAL GEODETIC SURVEY
 LB0761.in June 1991.
 LB0761
 LB0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0761.GEOID18 height accuracy estimate available here.
 LB0761
 LB0761.Click photographs - Photos may exist for this station.
 LB0761
 LB0761.The dynamic height is computed by dividing the NAVD 88
 LB0761.geopotential number by the normal gravity value computed on the
 LB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0761.degrees latitude (g = 980.6199 gals.).
 LB0761
 LB0761.The modeled gravity was interpolated from observed gravity values.
 LB0761
 LB0761;                    North         East    Units  Estimated Accuracy
 LB0761;SPC IN W     -   537,420.      923,410.      MT  (+/- 180 meters Scaled)
 LB0761
 LB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK162376(NAD 83)
 LB0761
 LB0761                          SUPERSEDED SURVEY CONTROL
 LB0761
 LB0761  NGVD 29 (??/??/92)  242.561  (m)          795.80   (f) ADJ UNCH    2 0
 LB0761
 LB0761.Superseded values are not recommended for survey control.
 LB0761
 LB0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0761.See file dsdata.pdf to determine how the superseded data were derived.
 LB0761
 LB0761_MARKER: DB = BENCH MARK DISK
 LB0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0761_STAMPING: V 32 1934
 LB0761_MARK LOGO: CGS
 LB0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0761+STABILITY: SURFACE MOTION
 LB0761
 LB0761  HISTORY     - Date     Condition        Report By
 LB0761  HISTORY     - 1934     MONUMENTED       CGS
 LB0761
 LB0761                          STATION DESCRIPTION
 LB0761
 LB0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0761'2.1 MI S FROM DARLINGTON.
 LB0761'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0761'AT DARLINGTON, MONTGOMERY COUNTY, 16 RAILS NORTH OF MILEPOST
 LB0761'58, IN THE SOUTHEAST ANGLE OF A DIRT-ROAD CROSSING, 8 YARDS
 LB0761'SOUTH OF THE CENTERLINE OF THE ROAD, 8 YARDS EAST OF THE EAST
 LB0761'RAIL, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB0761'V 32 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB0761'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1052 ***********************************************************************
 HZ1052  DESIGNATION -  V 320
 HZ1052  PID         -  HZ1052
 HZ1052  STATE/COUNTY-  IN/JEFFERSON
 HZ1052  COUNTRY     -  US
 HZ1052  USGS QUAD   -  MADISON EAST (2019)
 HZ1052
 HZ1052                         *CURRENT SURVEY CONTROL
 HZ1052  ______________________________________________________________________
 HZ1052* NAD 83(1986) POSITION- 38 44 03.     (N) 085 20 48.     (W)   SCALED
 HZ1052* NAVD 88 ORTHO HEIGHT -   138.724 (meters)      455.13  (feet) ADJUSTED
 HZ1052  ______________________________________________________________________
 HZ1052  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 HZ1052  DYNAMIC HEIGHT  -        138.631 (meters)      454.83  (feet) COMP
 HZ1052  MODELED GRAVITY -    979,961.7   (mgal)                       NAVD 88
 HZ1052
 HZ1052  VERT ORDER      -  FIRST     CLASS II
 HZ1052
 HZ1052.The horizontal coordinates were scaled from a map and have
 HZ1052.an estimated accuracy of +/- 6 seconds.
 HZ1052
 HZ1052.The orthometric height was determined by differential leveling and
 HZ1052.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1052.in June 1991.
 HZ1052
 HZ1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1052.GEOID18 height accuracy estimate available here.
 HZ1052
 HZ1052.Click photographs - Photos may exist for this station.
 HZ1052
 HZ1052.The dynamic height is computed by dividing the NAVD 88
 HZ1052.geopotential number by the normal gravity value computed on the
 HZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1052.degrees latitude (g = 980.6199 gals.).
 HZ1052
 HZ1052.The modeled gravity was interpolated from observed gravity values.
 HZ1052
 HZ1052;                    North         East    Units  Estimated Accuracy
 HZ1052;SPC IN E     -   387,040.      127,820.      MT  (+/- 180 meters Scaled)
 HZ1052
 HZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH437885(NAD 83)
 HZ1052
 HZ1052                          SUPERSEDED SURVEY CONTROL
 HZ1052
 HZ1052  NGVD 29 (??/??/92)  138.890  (m)          455.67   (f) ADJ UNCH    1 2
 HZ1052
 HZ1052.Superseded values are not recommended for survey control.
 HZ1052
 HZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1052.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1052
 HZ1052_MARKER: DB = BENCH MARK DISK
 HZ1052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1052_STAMPING: V 320 1965
 HZ1052_MARK LOGO: CGS
 HZ1052_PROJECTION: PROJECTING
 HZ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1052
 HZ1052  HISTORY     - Date     Condition        Report By
 HZ1052  HISTORY     - 1965     MONUMENTED       CGS
 HZ1052  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HZ1052
 HZ1052                          STATION DESCRIPTION
 HZ1052
 HZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1052'1.7 MI E FROM MADISON.
 HZ1052'1.7 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1052'MADISON, IN SECTION 6, T 3 N, R 11 E, AT THE EAST ENTRANCE
 HZ1052'TO A TRAILER PARK, 45 FEET SOUTH OF THE CENTER LINE OF THE
 HZ1052'HIGHWAY, 27 FEET SOUTHWEST OF A 40-INCH ELM TREE, 22 FEET
 HZ1052'SOUTHWEST OF A POWER POLE, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 HZ1052'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 HZ1052'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS
 HZ1052'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 16 INCHES.
 HZ1052
 HZ1052                          STATION RECOVERY (2023)
 HZ1052
 HZ1052'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 HZ1052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1720 ***********************************************************************
 HZ1720  DESIGNATION -  V 321
 HZ1720  PID         -  HZ1720
 HZ1720  STATE/COUNTY-  IN/CLARK
 HZ1720  COUNTRY     -  US
 HZ1720  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1720
 HZ1720                         *CURRENT SURVEY CONTROL
 HZ1720  ______________________________________________________________________
 HZ1720* NAD 83(1986) POSITION- 38 33 56.     (N) 085 32 22.     (W)   SCALED
 HZ1720* NAVD 88 ORTHO HEIGHT -   221.012 (meters)      725.10  (feet) ADJUSTED
 HZ1720  ______________________________________________________________________
 HZ1720  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 HZ1720  DYNAMIC HEIGHT  -        220.864 (meters)      724.62  (feet) COMP
 HZ1720  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 HZ1720
 HZ1720  VERT ORDER      -  FIRST     CLASS II
 HZ1720
 HZ1720.The horizontal coordinates were scaled from a map and have
 HZ1720.an estimated accuracy of +/- 6 seconds.
 HZ1720
 HZ1720.The orthometric height was determined by differential leveling and
 HZ1720.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1720.in June 1991.
 HZ1720
 HZ1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1720.GEOID18 height accuracy estimate available here.
 HZ1720
 HZ1720.Click photographs - Photos may exist for this station.
 HZ1720
 HZ1720.The dynamic height is computed by dividing the NAVD 88
 HZ1720.geopotential number by the normal gravity value computed on the
 HZ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1720.degrees latitude (g = 980.6199 gals.).
 HZ1720
 HZ1720.The modeled gravity was interpolated from observed gravity values.
 HZ1720
 HZ1720;                    North         East    Units  Estimated Accuracy
 HZ1720;SPC IN E     -   368,280.      111,090.      MT  (+/- 180 meters Scaled)
 HZ1720
 HZ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH272695(NAD 83)
 HZ1720
 HZ1720                          SUPERSEDED SURVEY CONTROL
 HZ1720
 HZ1720  NGVD 29 (??/??/92)  221.170  (m)          725.62   (f) ADJ UNCH    1 2
 HZ1720
 HZ1720.Superseded values are not recommended for survey control.
 HZ1720
 HZ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1720.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1720
 HZ1720_MARKER: DB = BENCH MARK DISK
 HZ1720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1720_SP_SET: BUILDING
 HZ1720_STAMPING: V 321 1965
 HZ1720_MARK LOGO: CGS
 HZ1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1720
 HZ1720  HISTORY     - Date     Condition        Report By
 HZ1720  HISTORY     - 1965     MONUMENTED       CGS
 HZ1720
 HZ1720                          STATION DESCRIPTION
 HZ1720
 HZ1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1720'AT NEW WASHINGTON.
 HZ1720'AT NEW WASHINGTON, ABOUT 109 YARDS EAST OF THE CENTER LINE OF A
 HZ1720'HIGHWAY, SET VERTICALLY IN THE WEST BRICK FACE AND 1 FOOT NORTH
 HZ1720'OF THE SOUTHWEST CORNER OF THE NEW WASHINGTON SCHOOL, ABOUT
 HZ1720'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1930 ***********************************************************************
 HZ1930  DESIGNATION -  V 321 RESET
 HZ1930  PID         -  HZ1930
 HZ1930  STATE/COUNTY-  IN/CLARK
 HZ1930  COUNTRY     -  US
 HZ1930  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1930
 HZ1930                         *CURRENT SURVEY CONTROL
 HZ1930  ______________________________________________________________________
 HZ1930* NAD 83(1986) POSITION- 38 33 56.     (N) 085 32 22.     (W)   SCALED
 HZ1930* NAVD 88 ORTHO HEIGHT -   220.34  (meters)      722.9   (feet) RESET
 HZ1930  ______________________________________________________________________
 HZ1930  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 HZ1930  VERT ORDER      -  THIRD
 HZ1930
 HZ1930.The horizontal coordinates were scaled from a map and have
 HZ1930.an estimated accuracy of +/- 6 seconds.
 HZ1930
 HZ1930.The orthometric height was computed from unverified reset data.
 HZ1930
 HZ1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1930.GEOID18 height accuracy estimate available here.
 HZ1930
 HZ1930.Click photographs - Photos may exist for this station.
 HZ1930
 HZ1930;                    North         East    Units  Estimated Accuracy
 HZ1930;SPC IN E     -   368,280.      111,090.      MT  (+/- 180 meters Scaled)
 HZ1930
 HZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH272695(NAD 83)
 HZ1930
 HZ1930                          SUPERSEDED SURVEY CONTROL
 HZ1930
 HZ1930  NGVD 29 (08/22/16)  220.50   (m)          723.4    (f) RESET       3  
 HZ1930
 HZ1930.Superseded values are not recommended for survey control.
 HZ1930
 HZ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1930.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1930
 HZ1930_MARKER: DV = VERTICAL CONTROL DISK
 HZ1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1930_STAMPING: V 321 RESET 1983
 HZ1930_MARK LOGO: NGS
 HZ1930_PROJECTION: PROJECTING 10 CENTIMETERS
 HZ1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1930+STABILITY: SURFACE MOTION
 HZ1930
 HZ1930  HISTORY     - Date     Condition        Report By
 HZ1930  HISTORY     - 1983     MONUMENTED       NGS
 HZ1930
 HZ1930                          STATION DESCRIPTION
 HZ1930
 HZ1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HZ1930'IN NEW WASHINGTON.
 HZ1930'IN NEW WASHINGTON, AT THE SOUTH SIDE OF THE NEW WASHINGTON JUNIOR
 HZ1930'HIGH SCHOOL GROUNDS AT AN OFFSET SOUTHWEST FENCE CORNER, APPROXIMATELY
 HZ1930'109 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 62, 20.0 METERS
 HZ1930'(66.0 FEET) SOUTH OF SOUTH SIDE OF SCHOOL, NOW UNDER CONSTRUCTION,
 HZ1930'0.3 METER (1.0 FOOT) NORTHEAST OF A FENCE CORNER, AND 12.8 METERS
 HZ1930'(42.0 FEET) SOUTH OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1597 ***********************************************************************
 HZ1597  DESIGNATION -  V 323
 HZ1597  PID         -  HZ1597
 HZ1597  STATE/COUNTY-  IN/HARRISON
 HZ1597  COUNTRY     -  US
 HZ1597  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1597
 HZ1597                         *CURRENT SURVEY CONTROL
 HZ1597  ______________________________________________________________________
 HZ1597* NAD 83(1986) POSITION- 38 01 02.     (N) 085 56 52.     (W)   SCALED
 HZ1597* NAVD 88 ORTHO HEIGHT -   135.572 (meters)      444.79  (feet) ADJUSTED
 HZ1597  ______________________________________________________________________
 HZ1597  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 HZ1597  DYNAMIC HEIGHT  -        135.477 (meters)      444.48  (feet) COMP
 HZ1597  MODELED GRAVITY -    979,929.9   (mgal)                       NAVD 88
 HZ1597
 HZ1597  VERT ORDER      -  FIRST     CLASS II
 HZ1597
 HZ1597.The horizontal coordinates were scaled from a map and have
 HZ1597.an estimated accuracy of +/- 6 seconds.
 HZ1597
 HZ1597.The orthometric height was determined by differential leveling and
 HZ1597.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1597.in June 1991.
 HZ1597
 HZ1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1597.GEOID18 height accuracy estimate available here.
 HZ1597
 HZ1597.Click photographs - Photos may exist for this station.
 HZ1597
 HZ1597.The dynamic height is computed by dividing the NAVD 88
 HZ1597.geopotential number by the normal gravity value computed on the
 HZ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1597.degrees latitude (g = 980.6199 gals.).
 HZ1597
 HZ1597.The modeled gravity was interpolated from observed gravity values.
 HZ1597
 HZ1597;                    North         East    Units  Estimated Accuracy
 HZ1597;SPC IN E     -   307,440.       75,320.      MT  (+/- 180 meters Scaled)
 HZ1597
 HZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH923082(NAD 83)
 HZ1597
 HZ1597                          SUPERSEDED SURVEY CONTROL
 HZ1597
 HZ1597  NGVD 29 (??/??/92)  135.698  (m)          445.20   (f) ADJ UNCH    1 2
 HZ1597
 HZ1597.Superseded values are not recommended for survey control.
 HZ1597
 HZ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1597.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1597
 HZ1597_MARKER: DB = BENCH MARK DISK
 HZ1597_SETTING: 80 = SET IN A BOULDER
 HZ1597_STAMPING: V 323 1965
 HZ1597_MARK LOGO: CGS
 HZ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1597+STABILITY: SURFACE MOTION
 HZ1597
 HZ1597  HISTORY     - Date     Condition        Report By
 HZ1597  HISTORY     - 1965     MONUMENTED       CGS
 HZ1597
 HZ1597                          STATION DESCRIPTION
 HZ1597
 HZ1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1597'2.2 MI SW FROM ROSEWOOD.
 HZ1597'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE MOORES CHAPEL
 HZ1597'METHODIST CHURCH AT ROSEWOOD, THENCE 1.9 MILES SOUTHWEST ALONG
 HZ1597'STATE HIGHWAY 111, OR ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVELED
 HZ1597'ROAD FROM THE PRESBYTERIAN CHURCH AT EVANS LANDING, THENCE
 HZ1597'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 111, IN SECTION 3, T 6 S,
 HZ1597'R 5 E, 44 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 HZ1597'THE TOP OF A LARGE LIMESTONE BOULDER WHICH PROJECTS 5 FEET ABOVE
 HZ1597'THE GROUND, 95 YARDS NORTHEAST OF A BARN, 16 FEET FROM A
 HZ1597'10-INCH ELM TREE WHICH BEARS A WITNESS SHIELD, ABOUT 6 FEET
 HZ1597'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0484 ***********************************************************************
 JA0484  DESIGNATION -  V 324
 JA0484  PID         -  JA0484
 JA0484  STATE/COUNTY-  IN/HARRISON
 JA0484  COUNTRY     -  US
 JA0484  USGS QUAD   -  LEAVENWORTH (2019)
 JA0484
 JA0484                         *CURRENT SURVEY CONTROL
 JA0484  ______________________________________________________________________
 JA0484* NAD 83(1986) POSITION- 38 08 30.     (N) 086 14 59.     (W)   SCALED
 JA0484* NAVD 88 ORTHO HEIGHT -   212.981 (meters)      698.76  (feet) ADJUSTED
 JA0484  ______________________________________________________________________
 JA0484  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 JA0484  DYNAMIC HEIGHT  -        212.830 (meters)      698.26  (feet) COMP
 JA0484  MODELED GRAVITY -    979,918.4   (mgal)                       NAVD 88
 JA0484
 JA0484  VERT ORDER      -  FIRST     CLASS II
 JA0484
 JA0484.The horizontal coordinates were scaled from a map and have
 JA0484.an estimated accuracy of +/- 6 seconds.
 JA0484
 JA0484.The orthometric height was determined by differential leveling and
 JA0484.adjusted by the NATIONAL GEODETIC SURVEY
 JA0484.in June 1991.
 JA0484
 JA0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0484.GEOID18 height accuracy estimate available here.
 JA0484
 JA0484.Click photographs - Photos may exist for this station.
 JA0484
 JA0484.The dynamic height is computed by dividing the NAVD 88
 JA0484.geopotential number by the normal gravity value computed on the
 JA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0484.degrees latitude (g = 980.6199 gals.).
 JA0484
 JA0484.The modeled gravity was interpolated from observed gravity values.
 JA0484
 JA0484;                    North         East    Units  Estimated Accuracy
 JA0484;SPC IN E     -   321,380.       48,890.      MT  (+/- 180 meters Scaled)
 JA0484
 JA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH657217(NAD 83)
 JA0484
 JA0484                          SUPERSEDED SURVEY CONTROL
 JA0484
 JA0484  NGVD 29 (??/??/92)  213.088  (m)          699.11   (f) ADJ UNCH    1 2
 JA0484
 JA0484.Superseded values are not recommended for survey control.
 JA0484
 JA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0484.See file dsdata.pdf to determine how the superseded data were derived.
 JA0484
 JA0484_MARKER: DB = BENCH MARK DISK
 JA0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0484_STAMPING: V 324 1965
 JA0484_MARK LOGO: CGS
 JA0484_PROJECTION: PROJECTING 20 CENTIMETERS
 JA0484_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0484
 JA0484  HISTORY     - Date     Condition        Report By
 JA0484  HISTORY     - 1965     MONUMENTED       CGS
 JA0484
 JA0484                          STATION DESCRIPTION
 JA0484
 JA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0484'4.2 MI NE FROM NEW AMSTERDAM.
 JA0484'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0484'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0484'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 JA0484'ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTH ALONG A TRAIL ROAD,
 JA0484'IN SECTION 25, T 4 S, R 2 E, NEAR THE CENTER OF A 50 X 50-FOOT
 JA0484'CLEARING, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 1/2
 JA0484'FEET EAST OF A 5-INCH OAK TREE BEARING A WITNESS SHIELD ON THE
 JA0484'NORTHWEST SIDE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST,
 JA0484'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 JA0484'3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1086 ***********************************************************************
 HA1086  DESIGNATION -  V 325 RESET
 HA1086  PID         -  HA1086
 HA1086  STATE/COUNTY-  IN/POSEY
 HA1086  COUNTRY     -  US
 HA1086  USGS QUAD   -  MOUNT VERNON (2019)
 HA1086
 HA1086                         *CURRENT SURVEY CONTROL
 HA1086  ______________________________________________________________________
 HA1086* NAD 83(1986) POSITION- 37 55 47.9    (N) 087 52 45.4    (W)   HD_HELD2
 HA1086* NAVD 88 ORTHO HEIGHT -   115.45  (meters)      378.8   (feet) RESET
 HA1086  ______________________________________________________________________
 HA1086  GEOID HEIGHT    -        -30.582 (meters)                     GEOID18
 HA1086  VERT ORDER      -  THIRD
 HA1086
 HA1086.The horizontal coordinates were established by autonomous hand held GPS
 HA1086.observations and have an estimated accuracy of +/- 10 meters.
 HA1086
 HA1086.The orthometric height was computed from unverified reset data.
 HA1086
 HA1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1086.GEOID18 height accuracy estimate available here.
 HA1086
 HA1086.Click photographs - Photos may exist for this station.
 HA1086
 HA1086;                    North         East    Units  Estimated Accuracy
 HA1086;SPC IN W     -   298,020.      830,026.      MT  (+/- 10 meters HH2 GPS)
 HA1086
 HA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2272798409(NAD 83)
 HA1086
 HA1086                          SUPERSEDED SURVEY CONTROL
 HA1086
 HA1086  NGVD 29 (??/??/??)  115.55   (m)          379.1    (f) RESET       3  
 HA1086
 HA1086.Superseded values are not recommended for survey control.
 HA1086
 HA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1086.See file dsdata.pdf to determine how the superseded data were derived.
 HA1086
 HA1086_MARKER: DB = BENCH MARK DISK
 HA1086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1086_SP_SET: CULVERT HEADWALL
 HA1086_STAMPING: V 325 RESET 1972
 HA1086_MARK LOGO: CGS
 HA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1086+STABILITY: SURFACE MOTION
 HA1086
 HA1086  HISTORY     - Date     Condition        Report By
 HA1086  HISTORY     - 1972     MONUMENTED       NGS
 HA1086
 HA1086                          STATION DESCRIPTION
 HA1086
 HA1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HA1086'1.4 MI SE FROM MT VERNON.
 HA1086'A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND EAST OF A
 HA1086'CONCRETE HEADWALL, 0.1 MILE NORTH OF THE INTERSECTION OF EDSON
 HA1086'STREET AND BLUFF ROAD, 6 INCHES WEST OF THE EAST END OF THE
 HA1086'HEADWALL, 20 FEET WEST OF THE CENTERLINE OF EDSON STREET AND 69
 HA1086'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE 4TH APARTMENT
 HA1086'BUILDING FROM THE SOUTH OF THE PLANTATION APARTMENTS.  ABOUT 0.8
 HA1086'MILE EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY COURTHOUSE
 HA1086'AT MT. VERNON, THENCE 0.5 MILE SOUTH ALONG EDSON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0730 ***********************************************************************
 HA0730  DESIGNATION -  V 326
 HA0730  PID         -  HA0730
 HA0730  STATE/COUNTY-  IN/SPENCER
 HA0730  COUNTRY     -  US
 HA0730  USGS QUAD   -  RICHLAND CITY (2019)
 HA0730
 HA0730                         *CURRENT SURVEY CONTROL
 HA0730  ______________________________________________________________________
 HA0730* NAD 83(1986) POSITION- 37 54 12.     (N) 087 13 38.     (W)   SCALED
 HA0730* NAVD 88 ORTHO HEIGHT -   117.908 (meters)      386.84  (feet) ADJUSTED
 HA0730  ______________________________________________________________________
 HA0730  GEOID HEIGHT    -        -31.070 (meters)                     GEOID18
 HA0730  DYNAMIC HEIGHT  -        117.827 (meters)      386.57  (feet) COMP
 HA0730  MODELED GRAVITY -    979,947.9   (mgal)                       NAVD 88
 HA0730
 HA0730  VERT ORDER      -  FIRST     CLASS II
 HA0730
 HA0730.The horizontal coordinates were scaled from a map and have
 HA0730.an estimated accuracy of +/- 6 seconds.
 HA0730
 HA0730.The orthometric height was determined by differential leveling and
 HA0730.adjusted by the NATIONAL GEODETIC SURVEY
 HA0730.in June 1991.
 HA0730
 HA0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0730.GEOID18 height accuracy estimate available here.
 HA0730
 HA0730.Click photographs - Photos may exist for this station.
 HA0730
 HA0730.The dynamic height is computed by dividing the NAVD 88
 HA0730.geopotential number by the normal gravity value computed on the
 HA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0730.degrees latitude (g = 980.6199 gals.).
 HA0730
 HA0730.The modeled gravity was interpolated from observed gravity values.
 HA0730
 HA0730;                    North         East    Units  Estimated Accuracy
 HA0730;SPC IN W     -   294,780.      887,350.      MT  (+/- 180 meters Scaled)
 HA0730
 HA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG800951(NAD 83)
 HA0730
 HA0730                          SUPERSEDED SURVEY CONTROL
 HA0730
 HA0730  NGVD 29 (??/??/92)  118.001  (m)          387.14   (f) ADJ UNCH    1 2
 HA0730
 HA0730.Superseded values are not recommended for survey control.
 HA0730
 HA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0730.See file dsdata.pdf to determine how the superseded data were derived.
 HA0730
 HA0730_MARKER: DB = BENCH MARK DISK
 HA0730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0730_STAMPING: V 326 1965
 HA0730_MARK LOGO: CGS
 HA0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0730+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2011
 HA0730
 HA0730  HISTORY     - Date     Condition        Report By
 HA0730  HISTORY     - 1965     MONUMENTED       CGS
 HA0730  HISTORY     - 1988     GOOD             USPSQD
 HA0730  HISTORY     - 20110129 GOOD             GEOCAC
 HA0730
 HA0730                          STATION DESCRIPTION
 HA0730
 HA0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0730'0.1 MI W FROM HATFIELD.
 HA0730'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0730'AT HATFIELD, IN SECTION 18, T 7 S, R 8 W, 51 FEET SOUTH OF THE
 HA0730'CENTER LINE OF THE HIGHWAY, 51 FEET SOUTH OF THE JUNCTION OF THE
 HA0730'HIGHWAY AND A DRIVEWAY TO THE HATFIELD CEMETERY, 87 FEET WEST OF
 HA0730'THE CENTER OF A GATE IN A STEEL MESH FENCE AROUND AN OLD BRICK
 HA0730'CHURCH, 36 1/2 FEET EAST OF A PIPE FENCE CORNER, 2 1/2 FEET NORTH
 HA0730'OF A STEEL MESH FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 HA0730'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET ON THE TOP OF
 HA0730'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 96
 HA0730'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 7
 HA0730'INCHES.
 HA0730
 HA0730                          STATION RECOVERY (1988)
 HA0730
 HA0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0730'RECOVERED IN GOOD CONDITION.
 HA0730
 HA0730                          STATION RECOVERY (2011)
 HA0730
 HA0730'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0730'COORDINATES N 37 54.197    W  087  13.655
 HA0730'
 HA0730'MARK RECOVERED IN GOOD CONDITION
 HA0730'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0517 ***********************************************************************
 JA0517  DESIGNATION -  V 327
 JA0517  PID         -  JA0517
 JA0517  STATE/COUNTY-  IN/CRAWFORD
 JA0517  COUNTRY     -  US
 JA0517  USGS QUAD   -  TASWELL (2019)
 JA0517
 JA0517                         *CURRENT SURVEY CONTROL
 JA0517  ______________________________________________________________________
 JA0517* NAD 83(1986) POSITION- 38 20 17.     (N) 086 30 10.     (W)   SCALED
 JA0517* NAVD 88 ORTHO HEIGHT -   203.791 (meters)      668.60  (feet) ADJUSTED
 JA0517  ______________________________________________________________________
 JA0517  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 JA0517  DYNAMIC HEIGHT  -        203.648 (meters)      668.14  (feet) COMP
 JA0517  MODELED GRAVITY -    979,922.5   (mgal)                       NAVD 88
 JA0517
 JA0517  VERT ORDER      -  FIRST     CLASS II
 JA0517
 JA0517.The horizontal coordinates were scaled from a map and have
 JA0517.an estimated accuracy of +/- 6 seconds.
 JA0517
 JA0517.The orthometric height was determined by differential leveling and
 JA0517.adjusted by the NATIONAL GEODETIC SURVEY
 JA0517.in June 1991.
 JA0517
 JA0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0517.GEOID18 height accuracy estimate available here.
 JA0517
 JA0517.Click photographs - Photos may exist for this station.
 JA0517
 JA0517.The dynamic height is computed by dividing the NAVD 88
 JA0517.geopotential number by the normal gravity value computed on the
 JA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0517.degrees latitude (g = 980.6199 gals.).
 JA0517
 JA0517.The modeled gravity was interpolated from observed gravity values.
 JA0517
 JA0517;                    North         East    Units  Estimated Accuracy
 JA0517;SPC IN W     -   343,180.      950,760.      MT  (+/- 180 meters Scaled)
 JA0517
 JA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434434(NAD 83)
 JA0517
 JA0517                          SUPERSEDED SURVEY CONTROL
 JA0517
 JA0517  NGVD 29 (??/??/92)  203.897  (m)          668.95   (f) ADJ UNCH    1 2
 JA0517
 JA0517.Superseded values are not recommended for survey control.
 JA0517
 JA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0517.See file dsdata.pdf to determine how the superseded data were derived.
 JA0517
 JA0517_MARKER: DB = BENCH MARK DISK
 JA0517_SETTING: 66 = SET IN ROCK OUTCROP
 JA0517_STAMPING: V 327 1965
 JA0517_MARK LOGO: CGS
 JA0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0517+STABILITY: POSITION/ELEVATION WELL
 JA0517
 JA0517  HISTORY     - Date     Condition        Report By
 JA0517  HISTORY     - 1965     MONUMENTED       CGS
 JA0517
 JA0517                          STATION DESCRIPTION
 JA0517
 JA0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0517'2.4 MI W FROM ENGLISH.
 JA0517'ABOUT 2.4 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE
 JA0517'STATION AT ENGLISH, OR ABOUT 3.7 MILES EAST ALONG THE SOUTHERN
 JA0517'RAILROAD FROM THE POST OFFICE AT TASWELL, IN SECTION 22, T 2 S,
 JA0517'R 1 W, 0.15 MILE EAST OF A CROSSING OF THE RAILROAD AND A PRIVATE
 JA0517'ROAD, 0.05 MILE WEST OF MILEPOST 226, 43 FEET NORTHEAST OF THE
 JA0517'NORTHEAST RAIL, SET IN THE TOP OF A ROCK OUTCROP, 37 FEET EAST
 JA0517'OF SEMAPHORE NUMBER 2259, 23 FEET EAST OF THE SECOND POLE WEST
 JA0517'OF THE MILEPOST, 16 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHWEST
 JA0517'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0586 ***********************************************************************
 JA0586  DESIGNATION -  V 328
 JA0586  PID         -  JA0586
 JA0586  STATE/COUNTY-  IN/DUBOIS
 JA0586  COUNTRY     -  US
 JA0586  USGS QUAD   -  HUNTINGBURG (2019)
 JA0586
 JA0586                         *CURRENT SURVEY CONTROL
 JA0586  ______________________________________________________________________
 JA0586* NAD 83(1986) POSITION- 38 18 22.     (N) 086 57 56.     (W)   SCALED
 JA0586* NAVD 88 ORTHO HEIGHT -   142.727 (meters)      468.26  (feet) ADJUSTED
 JA0586  ______________________________________________________________________
 JA0586  GEOID HEIGHT    -        -32.267 (meters)                     GEOID18
 JA0586  DYNAMIC HEIGHT  -        142.632 (meters)      467.95  (feet) COMP
 JA0586  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 JA0586
 JA0586  VERT ORDER      -  FIRST     CLASS II
 JA0586
 JA0586.The horizontal coordinates were scaled from a map and have
 JA0586.an estimated accuracy of +/- 6 seconds.
 JA0586
 JA0586.The orthometric height was determined by differential leveling and
 JA0586.adjusted by the NATIONAL GEODETIC SURVEY
 JA0586.in June 1991.
 JA0586
 JA0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0586.GEOID18 height accuracy estimate available here.
 JA0586
 JA0586.Click photographs - Photos may exist for this station.
 JA0586
 JA0586.The dynamic height is computed by dividing the NAVD 88
 JA0586.geopotential number by the normal gravity value computed on the
 JA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0586.degrees latitude (g = 980.6199 gals.).
 JA0586
 JA0586.The modeled gravity was interpolated from observed gravity values.
 JA0586
 JA0586;                    North         East    Units  Estimated Accuracy
 JA0586;SPC IN W     -   339,480.      910,300.      MT  (+/- 180 meters Scaled)
 JA0586
 JA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH030397(NAD 83)
 JA0586
 JA0586                          SUPERSEDED SURVEY CONTROL
 JA0586
 JA0586  NGVD 29 (??/??/92)  142.836  (m)          468.62   (f) ADJ UNCH    1 2
 JA0586
 JA0586.Superseded values are not recommended for survey control.
 JA0586
 JA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0586.See file dsdata.pdf to determine how the superseded data were derived.
 JA0586
 JA0586_MARKER: DB = BENCH MARK DISK
 JA0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0586_STAMPING: V 328 1965
 JA0586_MARK LOGO: CGS
 JA0586_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0586
 JA0586  HISTORY     - Date     Condition        Report By
 JA0586  HISTORY     - 1965     MONUMENTED       CGS
 JA0586  HISTORY     - 20130703 MARK NOT FOUND   INDOT
 JA0586
 JA0586                          STATION DESCRIPTION
 JA0586
 JA0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0586'1 MI WNW FROM HUNTINGBURG.
 JA0586'ABOUT 0.95 MILE WEST-NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 JA0586'THE CITY POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG,
 JA0586'IN SECTION 33, T 2 S, R 5 W, 7 RAILS SOUTHEAST OF MILEPOST 198,
 JA0586'81 FEET NORTHEAST OF THE NORTHEAST RAIL, 169 FEET EAST OF THE
 JA0586'CENTER OF THE CROSSING OF A PAVED ROAD AND THE RAILROAD, 21 FEET
 JA0586'NORTH CENTER LINE OF THE ROAD, 30 1/2 FEET EAST OF AN 18-INCH
 JA0586'SYCAMORE TREE, 23 1/2 FEET WEST OF A POWER POLE, SET ON THE TOP
 JA0586'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32
 JA0586'FEET AND ENCASED IN A 5-INCH CAST IRON PIPE, 1.0 FEET WEST OF A
 JA0586'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 JA0586
 JA0586                          STATION RECOVERY (2013)
 JA0586
 JA0586'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA0586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0532 ***********************************************************************
 HA0532  DESIGNATION -  V 329
 HA0532  PID         -  HA0532
 HA0532  STATE/COUNTY-  IN/PERRY
 HA0532  COUNTRY     -  US
 HA0532  USGS QUAD   -  TELL CITY (2019)
 HA0532
 HA0532                         *CURRENT SURVEY CONTROL
 HA0532  ______________________________________________________________________
 HA0532* NAD 83(1986) POSITION- 37 56 08.     (N) 086 45 24.     (W)   SCALED
 HA0532* NAVD 88 ORTHO HEIGHT -   138.868 (meters)      455.60  (feet) ADJUSTED
 HA0532  ______________________________________________________________________
 HA0532  GEOID HEIGHT    -        -31.923 (meters)                     GEOID18
 HA0532  DYNAMIC HEIGHT  -        138.770 (meters)      455.28  (feet) COMP
 HA0532  MODELED GRAVITY -    979,921.7   (mgal)                       NAVD 88
 HA0532
 HA0532  VERT ORDER      -  FIRST     CLASS II
 HA0532
 HA0532.The horizontal coordinates were scaled from a map and have
 HA0532.an estimated accuracy of +/- 6 seconds.
 HA0532
 HA0532.The orthometric height was determined by differential leveling and
 HA0532.adjusted by the NATIONAL GEODETIC SURVEY
 HA0532.in June 1991.
 HA0532
 HA0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0532.GEOID18 height accuracy estimate available here.
 HA0532
 HA0532.Click photographs - Photos may exist for this station.
 HA0532
 HA0532.The dynamic height is computed by dividing the NAVD 88
 HA0532.geopotential number by the normal gravity value computed on the
 HA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0532.degrees latitude (g = 980.6199 gals.).
 HA0532
 HA0532.The modeled gravity was interpolated from observed gravity values.
 HA0532
 HA0532;                    North         East    Units  Estimated Accuracy
 HA0532;SPC IN W     -   298,390.      928,720.      MT  (+/- 180 meters Scaled)
 HA0532
 HA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG213986(NAD 83)
 HA0532
 HA0532                          SUPERSEDED SURVEY CONTROL
 HA0532
 HA0532  NGVD 29 (??/??/92)  138.975  (m)          455.95   (f) ADJ UNCH    1 2
 HA0532
 HA0532.Superseded values are not recommended for survey control.
 HA0532
 HA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0532.See file dsdata.pdf to determine how the superseded data were derived.
 HA0532
 HA0532_MARKER: DB = BENCH MARK DISK
 HA0532_SETTING: 66 = SET IN ROCK OUTCROP
 HA0532_STAMPING: V 329 1965
 HA0532_MARK LOGO: CGS
 HA0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0532+STABILITY: POSITION/ELEVATION WELL
 HA0532
 HA0532  HISTORY     - Date     Condition        Report By
 HA0532  HISTORY     - 1965     MONUMENTED       CGS
 HA0532
 HA0532                          STATION DESCRIPTION
 HA0532
 HA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0532'1.4 MI SE FROM TELL CITY.
 HA0532'ABOUT 0.25 MILE ALONG MAIN STREET FROM THE POST OFFICE AT TELL CITY,
 HA0532'THENCE 0.3 MILE EAST ALONG WASHINGTON STREET, THENCE 0.9 MILE
 HA0532'SOUTHEAST ALONG STATE HIGHWAY 66, OR ABOUT 1.7 MILES NORTHWEST
 HA0532'ALONG STATE HIGHWAY 66 FROM THE COURTHOUSE OF CANNELTON, IN SECTION
 HA0532'5, T 7 S, R 3 W, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HA0532'HIGHWAY, SET IN THE TOP OF A SANDSTONE SHELF IN THE SOUTHWEST BANK
 HA0532'OF THE HIGHWAY, 100 YARDS FROM THE RADIO STATION AND TOWER WTCJ, 68
 HA0532'FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO THE
 HA0532'BLUMS BOWLING LANES, 125 1/2 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 HA0532'FROM TELEPHONE POLE NUMBER 26, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HA0532'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0907 ***********************************************************************
 KA0907  DESIGNATION -  V 33
 KA0907  PID         -  KA0907
 KA0907  STATE/COUNTY-  IN/VIGO
 KA0907  COUNTRY     -  US
 KA0907  USGS QUAD   -  ROSEDALE (2019)
 KA0907
 KA0907                         *CURRENT SURVEY CONTROL
 KA0907  ______________________________________________________________________
 KA0907* NAD 83(1986) POSITION- 39 32 51.     (N) 087 20 51.     (W)   SCALED
 KA0907* NAVD 88 ORTHO HEIGHT -   153.651 (meters)      504.10  (feet) ADJUSTED
 KA0907  ______________________________________________________________________
 KA0907  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 KA0907  DYNAMIC HEIGHT  -        153.563 (meters)      503.81  (feet) COMP
 KA0907  MODELED GRAVITY -    980,054.2   (mgal)                       NAVD 88
 KA0907
 KA0907  VERT ORDER      -  SECOND    CLASS 0
 KA0907
 KA0907.The horizontal coordinates were scaled from a map and have
 KA0907.an estimated accuracy of +/- 6 seconds.
 KA0907
 KA0907.The orthometric height was determined by differential leveling and
 KA0907.adjusted by the NATIONAL GEODETIC SURVEY
 KA0907.in June 1991.
 KA0907
 KA0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0907.GEOID18 height accuracy estimate available here.
 KA0907
 KA0907.Click photographs - Photos may exist for this station.
 KA0907
 KA0907.The dynamic height is computed by dividing the NAVD 88
 KA0907.geopotential number by the normal gravity value computed on the
 KA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0907.degrees latitude (g = 980.6199 gals.).
 KA0907
 KA0907.The modeled gravity was interpolated from observed gravity values.
 KA0907
 KA0907;                    North         East    Units  Estimated Accuracy
 KA0907;SPC IN W     -   477,310.      877,290.      MT  (+/- 180 meters Scaled)
 KA0907
 KA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ701775(NAD 83)
 KA0907
 KA0907                          SUPERSEDED SURVEY CONTROL
 KA0907
 KA0907  NGVD 29 (??/??/92)  153.757  (m)          504.45   (f) ADJ UNCH    2 0
 KA0907
 KA0907.Superseded values are not recommended for survey control.
 KA0907
 KA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0907.See file dsdata.pdf to determine how the superseded data were derived.
 KA0907
 KA0907_MARKER: DB = BENCH MARK DISK
 KA0907_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0907_SP_SET: SWITCH BLOCK
 KA0907_STAMPING: V 33 1934
 KA0907_MARK LOGO: CGS
 KA0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0907
 KA0907  HISTORY     - Date     Condition        Report By
 KA0907  HISTORY     - 1934     MONUMENTED       CGS
 KA0907  HISTORY     - 1938     GOOD             CGS
 KA0907
 KA0907                          STATION DESCRIPTION
 KA0907
 KA0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA0907'AT OTTER CREEK JUNCTION.
 KA0907'AT OTTER CREEK JUNCTION, VIGO COUNTY, 0.3 MILE NORTH OF THE NEW
 KA0907'(1935) PENNSYLVANIA RAILROAD STATION, 14 RAILS SOUTH OF MILEPOST
 KA0907'6, 9 RAILS NORTH OF THE OLD STATION, IN THE CENTER OF THE TOP OF
 KA0907'THE FIRST CONCRETE SWITCH BLOCK NORTH OF THE OLD STATION, AND
 KA0907'2 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 33
 KA0907'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1124 ***********************************************************************
 JA1124  DESIGNATION -  V 331
 JA1124  PID         -  JA1124
 JA1124  STATE/COUNTY-  IN/GIBSON
 JA1124  COUNTRY     -  US
 JA1124  USGS QUAD   -  PRINCETON (2019)
 JA1124
 JA1124                         *CURRENT SURVEY CONTROL
 JA1124  ______________________________________________________________________
 JA1124* NAD 83(1986) POSITION- 38 20 30.     (N) 087 32 53.     (W)   SCALED
 JA1124* NAVD 88 ORTHO HEIGHT -   153.895 (meters)      504.90  (feet) ADJUSTED
 JA1124  ______________________________________________________________________
 JA1124  GEOID HEIGHT    -        -31.506 (meters)                     GEOID18
 JA1124  DYNAMIC HEIGHT  -        153.793 (meters)      504.57  (feet) COMP
 JA1124  MODELED GRAVITY -    979,963.4   (mgal)                       NAVD 88
 JA1124
 JA1124  VERT ORDER      -  FIRST     CLASS II
 JA1124
 JA1124.The horizontal coordinates were scaled from a map and have
 JA1124.an estimated accuracy of +/- 6 seconds.
 JA1124
 JA1124.The orthometric height was determined by differential leveling and
 JA1124.adjusted by the NATIONAL GEODETIC SURVEY
 JA1124.in June 1991.
 JA1124
 JA1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1124.GEOID18 height accuracy estimate available here.
 JA1124
 JA1124.Click photographs - Photos may exist for this station.
 JA1124
 JA1124.The dynamic height is computed by dividing the NAVD 88
 JA1124.geopotential number by the normal gravity value computed on the
 JA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1124.degrees latitude (g = 980.6199 gals.).
 JA1124
 JA1124.The modeled gravity was interpolated from observed gravity values.
 JA1124
 JA1124;                    North         East    Units  Estimated Accuracy
 JA1124;SPC IN W     -   343,520.      859,370.      MT  (+/- 180 meters Scaled)
 JA1124
 JA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH521438(NAD 83)
 JA1124
 JA1124                          SUPERSEDED SURVEY CONTROL
 JA1124
 JA1124  NGVD 29 (??/??/92)  154.032  (m)          505.35   (f) ADJ UNCH    1 2
 JA1124
 JA1124.Superseded values are not recommended for survey control.
 JA1124
 JA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1124.See file dsdata.pdf to determine how the superseded data were derived.
 JA1124
 JA1124_MARKER: DB = BENCH MARK DISK
 JA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1124_STAMPING: V 331 1965
 JA1124_MARK LOGO: CGS
 JA1124_PROJECTION: PROJECTING
 JA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1124+STABILITY: SURFACE MOTION
 JA1124
 JA1124  HISTORY     - Date     Condition        Report By
 JA1124  HISTORY     - 1965     MONUMENTED       CGS
 JA1124  HISTORY     - 1979     GOOD             LOCENG
 JA1124
 JA1124                          STATION DESCRIPTION
 JA1124
 JA1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1124'1.9 MI SE FROM PRINCETON.
 JA1124'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE GIBSON
 JA1124'COUNTY COURTHOUSE AT PRINCETON, THENCE 1.0 MILE EAST ALONG THE
 JA1124'SOUTHERN RAILWAY, 84 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 JA1124'OF THE RAILROAD AND ROAD NUMBER 100E, 69 FEET SOUTH OF THE SOUTH
 JA1124'RAIL OF THE MAIN TRACK, 63 FEET WEST OF THE CENTER LINE OF THE
 JA1124'ROAD, 31 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 36 FEET WEST
 JA1124'OF A BRACE POLE FOR A POWER LINE WHICH IS ON THE EAST SIDE OF
 JA1124'THE ROAD, 50 FEET WEST OF A FENCE CORNER POST, 2 FEET NORTH OF A
 JA1124'FENCE, 1.7 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 JA1124'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JA1124'INCHES.
 JA1124
 JA1124                          STATION RECOVERY (1979)
 JA1124
 JA1124'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JA1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0249 ***********************************************************************
 MD0249  DESIGNATION -  V 332
 MD0249  PID         -  MD0249
 MD0249  STATE/COUNTY-  IN/ALLEN
 MD0249  COUNTRY     -  US
 MD0249  USGS QUAD   -  WOODBURN SOUTH (2019)
 MD0249
 MD0249                         *CURRENT SURVEY CONTROL
 MD0249  ______________________________________________________________________
 MD0249* NAD 83(1986) POSITION- 41 04 27.5    (N) 084 50 45.4    (W)   HD_HELD2
 MD0249* NAVD 88 ORTHO HEIGHT -   231.752 (meters)      760.34  (feet) ADJUSTED
 MD0249  ______________________________________________________________________
 MD0249  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 MD0249  DYNAMIC HEIGHT  -        231.657 (meters)      760.03  (feet) COMP
 MD0249  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 MD0249
 MD0249  VERT ORDER      -  FIRST     CLASS I
 MD0249
 MD0249.The horizontal coordinates were established by autonomous hand held GPS
 MD0249.observations and have an estimated accuracy of +/- 10 meters.
 MD0249
 MD0249.The orthometric height was determined by differential leveling and
 MD0249.adjusted by the NATIONAL GEODETIC SURVEY
 MD0249.in April 1995.
 MD0249
 MD0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0249.GEOID18 height accuracy estimate available here.
 MD0249
 MD0249.Click photographs - Photos may exist for this station.
 MD0249
 MD0249.The dynamic height is computed by dividing the NAVD 88
 MD0249.geopotential number by the normal gravity value computed on the
 MD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0249.degrees latitude (g = 980.6199 gals.).
 MD0249
 MD0249.The modeled gravity was interpolated from observed gravity values.
 MD0249
 MD0249;                    North         East    Units  Estimated Accuracy
 MD0249;SPC IN E     -   647,134.      168,972.      MT  (+/- 10 meters HH2 GPS)
 MD0249
 MD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8096149241(NAD 83)
 MD0249
 MD0249                          SUPERSEDED SURVEY CONTROL
 MD0249
 MD0249  NAVD 88 (06/15/91)  231.754  (m)          760.35   (f) SUPERSEDED  1 1
 MD0249  NGVD 29 (01/19/93)  231.912  (m)          760.86   (f) ADJUSTED    1 1
 MD0249  NGVD 29 (??/??/92)  231.912  (m)          760.86   (f) SUPERSEDED  1 1
 MD0249
 MD0249.Superseded values are not recommended for survey control.
 MD0249
 MD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0249.See file dsdata.pdf to determine how the superseded data were derived.
 MD0249
 MD0249_MARKER: DB = BENCH MARK DISK
 MD0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0249_STAMPING: V 332 1968
 MD0249_MARK LOGO: CGS
 MD0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0249+STABILITY: SURFACE MOTION
 MD0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0249+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0249
 MD0249  HISTORY     - Date     Condition        Report By
 MD0249  HISTORY     - 1968     MONUMENTED       CGS
 MD0249  HISTORY     - 19921019 GOOD             NGS
 MD0249
 MD0249                          STATION DESCRIPTION
 MD0249
 MD0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0249'2.4 MI W FROM EDGERTON.
 MD0249'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 MD0249'OF STATE LINE ROAD AT EDGERTON, 1.0 MILE EAST OF THE INTERSECTION
 MD0249'OF STATE HIGHWAY 101, 209 FEET WEST OF THE SOUTHWEST CORNER OF
 MD0249'THE STEEL FENCE AROUND THE MIDWEST AGGREGATES CORP. PLANT, 38.5
 MD0249'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF POWER
 MD0249'LINE POLE NO. 1308 17, 2 FEET EAST OF A METAL WITNESS POST, 3
 MD0249'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 MD0249'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0249'IN SECTION 8, R 15 E, T 30 N.
 MD0249
 MD0249                          STATION RECOVERY (1992)
 MD0249
 MD0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0249'10.6 KM (6.60 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0249'OFFICE IN PAYNE, OHIO, 72.4 M (237.5 FT) WEST OF THE MOST WESTERLY
 MD0249'DRIVEWAY LEADING TO THE JOLIN EQUIPMENT COMPANY, 11.8 M (38.7 FT)
 MD0249'NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 MD0249'THE HIGHWAY, 0.5 M (1.6 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.5 M
 MD0249'(1.6 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF
 MD0249'UTILITY POLE NUMBER 5188 1 3547, AND THE MONUMENT IS RECESSED 0.08 M
 MD0249'(0.26 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0650 ***********************************************************************
 MD0650  DESIGNATION -  V 333
 MD0650  PID         -  MD0650
 MD0650  STATE/COUNTY-  IN/ALLEN
 MD0650  COUNTRY     -  US
 MD0650  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0650
 MD0650                         *CURRENT SURVEY CONTROL
 MD0650  ______________________________________________________________________
 MD0650* NAD 83(1986) POSITION- 41 05 09.     (N) 085 13 29.     (W)   SCALED
 MD0650* NAVD 88 ORTHO HEIGHT -   253.625 (meters)      832.10  (feet) ADJUSTED
 MD0650  ______________________________________________________________________
 MD0650  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 MD0650  DYNAMIC HEIGHT  -        253.526 (meters)      831.78  (feet) COMP
 MD0650  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 MD0650
 MD0650  VERT ORDER      -  FIRST     CLASS I
 MD0650
 MD0650.The horizontal coordinates were scaled from a map and have
 MD0650.an estimated accuracy of +/- 6 seconds.
 MD0650
 MD0650.The orthometric height was determined by differential leveling and
 MD0650.adjusted by the NATIONAL GEODETIC SURVEY
 MD0650.in June 1991.
 MD0650
 MD0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0650.GEOID18 height accuracy estimate available here.
 MD0650
 MD0650.Click photographs - Photos may exist for this station.
 MD0650
 MD0650.The dynamic height is computed by dividing the NAVD 88
 MD0650.geopotential number by the normal gravity value computed on the
 MD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0650.degrees latitude (g = 980.6199 gals.).
 MD0650
 MD0650.The modeled gravity was interpolated from observed gravity values.
 MD0650
 MD0650;                    North         East    Units  Estimated Accuracy
 MD0650;SPC IN E     -   648,180.      137,130.      MT  (+/- 180 meters Scaled)
 MD0650
 MD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL491498(NAD 83)
 MD0650
 MD0650                          SUPERSEDED SURVEY CONTROL
 MD0650
 MD0650  NGVD 29 (01/19/93)  253.788  (m)          832.64   (f) ADJUSTED    1 1
 MD0650  NGVD 29 (??/??/92)  253.788  (m)          832.64   (f) SUPERSEDED  1 1
 MD0650
 MD0650.Superseded values are not recommended for survey control.
 MD0650
 MD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0650.See file dsdata.pdf to determine how the superseded data were derived.
 MD0650
 MD0650_MARKER: DB = BENCH MARK DISK
 MD0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0650_SP_SET: PIER
 MD0650_STAMPING: V 333 1968
 MD0650_MARK LOGO: CGS
 MD0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0650+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 MD0650
 MD0650  HISTORY     - Date     Condition        Report By
 MD0650  HISTORY     - 1968     MONUMENTED       CGS
 MD0650  HISTORY     - 19921010 GOOD             NGS
 MD0650  HISTORY     - 20090623 GOOD             JCLS
 MD0650
 MD0650                          STATION DESCRIPTION
 MD0650
 MD0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0650'4 MI SE FROM ARCOLA.
 MD0650'ABOUT 4.0 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0650'THE CROSSING OF ARCOLA ROAD AT ARCOLA, IN SECTION 6, R 12 E,
 MD0650'T 30 N, ABOUT 0.3 MILE NORTHWEST OF MILEPOST 324, SET VERTICALLY
 MD0650'IN THE SOUTHWEST FACE OF THE NORTHWEST END OF THE NORTHWEAST PIER
 MD0650'UNDER THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 69 OVERPASS
 MD0650'OVER TRACKS, 17 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MD0650'WESTBOUND TRACK, 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 MD0650'PIER, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE
 MD0650'THE LEVEL OF THE TRACK.
 MD0650
 MD0650                          STATION RECOVERY (1992)
 MD0650
 MD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0650'6.6 KM (4.10 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0650'JUNCTION OF ARCOLA ROAD IN ARCOLA, SET VERTICALLY IN THE SOUTHWEST
 MD0650'FACE OF THE NORTHEAST ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF
 MD0650'INTERSTATE HIGHWAY 69, 10.0 M (32.8 FT) NORTHWEST OF THE SOUTHEAST
 MD0650'END OF THE PIER, 9.4 M (30.8 FT) NORTHEAST OF THE NEAR RAIL, 3.0 M
 MD0650'(9.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE PIER, AND 0.6 M (2.0
 MD0650'FT) ABOVE THE GROUND SURFACE.
 MD0650
 MD0650                          STATION RECOVERY (2009)
 MD0650
 MD0650'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1256 ***********************************************************************
 MD1256  DESIGNATION -  V 334
 MD1256  PID         -  MD1256
 MD1256  STATE/COUNTY-  IN/KOSCIUSKO
 MD1256  COUNTRY     -  US
 MD1256  USGS QUAD   -  BURKET (2019)
 MD1256
 MD1256                         *CURRENT SURVEY CONTROL
 MD1256  ______________________________________________________________________
 MD1256* NAD 83(1986) POSITION- 41 14 33.     (N) 085 54 22.     (W)   SCALED
 MD1256* NAVD 88 ORTHO HEIGHT -   250.242 (meters)      821.00  (feet) ADJUSTED
 MD1256  ______________________________________________________________________
 MD1256  GEOID HEIGHT    -        -33.634 (meters)                     GEOID18
 MD1256  DYNAMIC HEIGHT  -        250.136 (meters)      820.65  (feet) COMP
 MD1256  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 MD1256
 MD1256  VERT ORDER      -  FIRST     CLASS I
 MD1256
 MD1256.The horizontal coordinates were scaled from a map and have
 MD1256.an estimated accuracy of +/- 6 seconds.
 MD1256
 MD1256.The orthometric height was determined by differential leveling and
 MD1256.adjusted by the NATIONAL GEODETIC SURVEY
 MD1256.in June 1991.
 MD1256
 MD1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1256.GEOID18 height accuracy estimate available here.
 MD1256
 MD1256.Click photographs - Photos may exist for this station.
 MD1256
 MD1256.The dynamic height is computed by dividing the NAVD 88
 MD1256.geopotential number by the normal gravity value computed on the
 MD1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1256.degrees latitude (g = 980.6199 gals.).
 MD1256
 MD1256.The modeled gravity was interpolated from observed gravity values.
 MD1256
 MD1256;                    North         East    Units  Estimated Accuracy
 MD1256;SPC IN E     -   665,520.       79,930.      MT  (+/- 180 meters Scaled)
 MD1256
 MD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL916662(NAD 83)
 MD1256
 MD1256                          SUPERSEDED SURVEY CONTROL
 MD1256
 MD1256  NGVD 29 (??/??/92)  250.373  (m)          821.43   (f) ADJ UNCH    1 1
 MD1256
 MD1256.Superseded values are not recommended for survey control.
 MD1256
 MD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1256.See file dsdata.pdf to determine how the superseded data were derived.
 MD1256
 MD1256_MARKER: DB = BENCH MARK DISK
 MD1256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1256_STAMPING: V 334 1968
 MD1256_MARK LOGO: CGS
 MD1256_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1256
 MD1256  HISTORY     - Date     Condition        Report By
 MD1256  HISTORY     - 1968     MONUMENTED       CGS
 MD1256  HISTORY     - 1969     GOOD             INHD
 MD1256  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1256
 MD1256                          STATION DESCRIPTION
 MD1256
 MD1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1256'2.4 MI NW FROM WARSAW.
 MD1256'ABOUT 2.4 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1256'THE STATION AT WARSAW, IN SECTION 11 R 5 E, T 32 N, ABOUT 0.5
 MD1256'MILE SOUTHEAST OF MILEPOST 362, ABOUT 8 RAILS NORTHWEST OF THE
 MD1256'NORTHWEST END OF A SHORT CONNECTOR TRACK BETWEEN THE TWO MAIN
 MD1256'LINE TRACKS, 19.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MD1256'EASTBOUND TRACK, 8 1/2 FEET NORTHEAST OF A TELEGRAPH POLE, 1.2
 MD1256'FEET NORTHWEST OF THE GROUND END OF A GUY WIRE FOR THE POLE, 1.1
 MD1256'FEET NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE
 MD1256'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 MD1256'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND
 MD1256'AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 4 INCHES
 MD1256'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 MD1256'OF 40 FEET.
 MD1256
 MD1256                          STATION RECOVERY (1969)
 MD1256
 MD1256'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD1256'RECOVERED IN GOOD CONDITION.
 MD1256
 MD1256                          STATION RECOVERY (1992)
 MD1256
 MD1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1859 ***********************************************************************
 ME1859  DESIGNATION -  V 335
 ME1859  PID         -  ME1859
 ME1859  STATE/COUNTY-  IN/LAKE
 ME1859  COUNTRY     -  US
 ME1859  USGS QUAD   -  LAKE CALUMET (2018)
 ME1859
 ME1859                         *CURRENT SURVEY CONTROL
 ME1859  ______________________________________________________________________
 ME1859* NAD 83(1986) POSITION- 41 41 28.0    (N) 087 30 31.3    (W)   HD_HELD2
 ME1859* NAVD 88 ORTHO HEIGHT -   179.334 (meters)      588.37  (feet) ADJUSTED
 ME1859  ______________________________________________________________________
 ME1859  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 ME1859  DYNAMIC HEIGHT  -        179.270 (meters)      588.16  (feet) COMP
 ME1859  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 ME1859
 ME1859  VERT ORDER      -  FIRST     CLASS I
 ME1859
 ME1859.The horizontal coordinates were established by autonomous hand held GPS
 ME1859.observations and have an estimated accuracy of +/- 10 meters.
 ME1859
 ME1859.The orthometric height was determined by differential leveling and
 ME1859.adjusted by the NATIONAL GEODETIC SURVEY
 ME1859.in April 1995.
 ME1859
 ME1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1859.GEOID18 height accuracy estimate available here.
 ME1859
 ME1859.Click photographs - Photos may exist for this station.
 ME1859
 ME1859.The dynamic height is computed by dividing the NAVD 88
 ME1859.geopotential number by the normal gravity value computed on the
 ME1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1859.degrees latitude (g = 980.6199 gals.).
 ME1859
 ME1859.The modeled gravity was interpolated from observed gravity values.
 ME1859
 ME1859;                    North         East    Units  Estimated Accuracy
 ME1859;SPC IN W     -   715,398.      864,590.      MT  (+/- 10 meters HH2 GPS)
 ME1859
 ME1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5766715606(NAD 83)
 ME1859
 ME1859                          SUPERSEDED SURVEY CONTROL
 ME1859
 ME1859  NAVD 88 (06/15/91)  179.332  (m)          588.36   (f) SUPERSEDED  1 1
 ME1859  NGVD 29 (01/19/93)  179.443  (m)          588.72   (f) ADJUSTED    1 1
 ME1859  NGVD 29 (??/??/92)  179.443  (m)          588.72   (f) SUPERSEDED  1 1
 ME1859
 ME1859.Superseded values are not recommended for survey control.
 ME1859
 ME1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1859.See file dsdata.pdf to determine how the superseded data were derived.
 ME1859
 ME1859_MARKER: DB = BENCH MARK DISK
 ME1859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1859_SP_SET: BUILDING FOUNDATION
 ME1859_STAMPING: V 335 1968
 ME1859_MARK LOGO: CGS
 ME1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1859+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME1859
 ME1859  HISTORY     - Date     Condition        Report By
 ME1859  HISTORY     - 1968     MONUMENTED       CGS
 ME1859  HISTORY     - 1976     GOOD             LOCSUR
 ME1859  HISTORY     - 1987     GOOD             USPSQD
 ME1859  HISTORY     - 19920806 GOOD             NGS
 ME1859  HISTORY     - 20210226 GOOD             IN-089
 ME1859
 ME1859                          STATION DESCRIPTION
 ME1859
 ME1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1859'AT HAMMOND.
 ME1859'AT HAMMOND, ABOUT 0.2 MILE NORTH ALONG CALUMET AVENUE FROM THE
 ME1859'INTERSECTION OF INDIANAPOLIS BLVD, 110 YARDS SOUTH OF THE CROSSING
 ME1859'OF CALUMET AVENUE AND THE PENN CENTRAL RAILROAD, SET VERTICALLY IN
 ME1859'THE EAST FACE AND NEAR THE SOUTHEAST CORNER OF THE CONCRETE
 ME1859'FOUNDATION FOR THE LEVER BROTHERS SOAP CO. FACTORY BLDG, 61 FEET
 ME1859'NORTH OF THE CENTER OF THE EAST ENTRANCE TO THE FACTORY, 41 FEET
 ME1859'WEST OF THE CENTER LINE OF CALUMET AVENUE, 2.5 FEET NORTH OF THE
 ME1859'SOUTHEAST CORNER OF THE BUILDING AND 2.8 FEET ABOVE THE LEVEL
 ME1859'OF THE SIDEWALK.
 ME1859
 ME1859                          STATION RECOVERY (1976)
 ME1859
 ME1859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 ME1859'RECOVERED IN GOOD CONDITION.
 ME1859
 ME1859                          STATION RECOVERY (1987)
 ME1859
 ME1859'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1859'RECOVERED IN GOOD CONDITION.
 ME1859
 ME1859                          STATION RECOVERY (1992)
 ME1859
 ME1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1859'IN HAMMOND, AT THE INTERSECTION OF INDIANAPOLIS BOULEVARD AND CALUMET
 ME1859'AVENUE, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF
 ME1859'A BRICK BUILDING AT THE LEAVER BROTHERS FACTORY, 332.0 M (1089.2 FT)
 ME1859'NORTH OF THE BOULEVARD CENTERLINE, 81.7 M (268.0 FT) SOUTH OF THE NEAR
 ME1859'RAIL OF THE CONRAIL RAILROAD, 12.1 M (39.7 FT) WEST OF THE AVENUE
 ME1859'CENTERLINE, 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE, AND 0.7 M
 ME1859'(2.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 ME1859
 ME1859                          STATION RECOVERY (2021)
 ME1859
 ME1859'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0993 ***********************************************************************
 ME0993  DESIGNATION -  V 336
 ME0993  PID         -  ME0993
 ME0993  STATE/COUNTY-  IN/LAKE
 ME0993  COUNTRY     -  US
 ME0993  USGS QUAD   -  GARY (2019)
 ME0993
 ME0993                         *CURRENT SURVEY CONTROL
 ME0993  ______________________________________________________________________
 ME0993* NAD 83(1986) POSITION- 41 33 28.     (N) 087 17 41.     (W)   SCALED
 ME0993* NAVD 88 ORTHO HEIGHT -   189.567 (meters)      621.94  (feet) ADJUSTED
 ME0993  ______________________________________________________________________
 ME0993  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 ME0993  DYNAMIC HEIGHT  -        189.496 (meters)      621.70  (feet) COMP
 ME0993  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 ME0993
 ME0993  VERT ORDER      -  FIRST     CLASS I
 ME0993
 ME0993.The horizontal coordinates were scaled from a map and have
 ME0993.an estimated accuracy of +/- 6 seconds.
 ME0993
 ME0993.The orthometric height was determined by differential leveling and
 ME0993.adjusted by the NATIONAL GEODETIC SURVEY
 ME0993.in June 1991.
 ME0993
 ME0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0993.GEOID18 height accuracy estimate available here.
 ME0993
 ME0993.Click photographs - Photos may exist for this station.
 ME0993
 ME0993.The dynamic height is computed by dividing the NAVD 88
 ME0993.geopotential number by the normal gravity value computed on the
 ME0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0993.degrees latitude (g = 980.6199 gals.).
 ME0993
 ME0993.The modeled gravity was interpolated from observed gravity values.
 ME0993
 ME0993;                    North         East    Units  Estimated Accuracy
 ME0993;SPC IN W     -   700,520.      882,370.      MT  (+/- 180 meters Scaled)
 ME0993
 ME0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM754007(NAD 83)
 ME0993
 ME0993                          SUPERSEDED SURVEY CONTROL
 ME0993
 ME0993  NGVD 29 (01/19/93)  189.667  (m)          622.27   (f) ADJUSTED    1 1
 ME0993  NGVD 29 (??/??/92)  189.667  (m)          622.27   (f) SUPERSEDED  1 1
 ME0993
 ME0993.Superseded values are not recommended for survey control.
 ME0993
 ME0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0993.See file dsdata.pdf to determine how the superseded data were derived.
 ME0993
 ME0993_MARKER: DB = BENCH MARK DISK
 ME0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0993_STAMPING: V 336 1968
 ME0993_MARK LOGO: CGS
 ME0993_PROJECTION: FLUSH
 ME0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0993+STABILITY: SURFACE MOTION
 ME0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0993+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 ME0993
 ME0993  HISTORY     - Date     Condition        Report By
 ME0993  HISTORY     - 1968     MONUMENTED       CGS
 ME0993  HISTORY     - 1973     GOOD             BRADY
 ME0993  HISTORY     - 19920906 GOOD             NGS
 ME0993  HISTORY     - 20200211 GOOD             IN-089
 ME0993  HISTORY     - 20210303 GOOD             IN-089
 ME0993
 ME0993                          STATION DESCRIPTION
 ME0993
 ME0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0993'AT LIVERPOOL.
 ME0993'AT LIVERPOOL, AT THE INTERSECTION OF THE CROSSING OF THE PENN
 ME0993'CENTRAL RAILROADS, 0.1 MILE NORTHWEST OF THE CROSSING OF
 ME0993'LIVERPOOL ROAD, 187 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 ME0993'NORTHEAST-SOUTHWEST TRACK, 37 FEET SOUTHWEST OF THE SOUTHWEST
 ME0993'RAIL OF THE NORTHWEST-SOUTHWEST TRACK, 1 1/2 FEET NORTHWEST OF
 ME0993'THE 3 RD TELEPHONE POLE NORTHWEST OF THE CROSSING, IN LINE WITH
 ME0993'A ROW OF POLES, 2 FEET SOUTHEAST OF A METAL WITNESS, ABOUT LEVEL
 ME0993'WITH THE NORTHWEST-SOUTHEAST TRACK AND SET IN THE TOP OF A
 ME0993'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME0993
 ME0993                          STATION RECOVERY (1973)
 ME0993
 ME0993'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 ME0993'RECOVERED IN GOOD CONDITION.
 ME0993
 ME0993                          STATION RECOVERY (1992)
 ME0993
 ME0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0993'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0993'HOBART, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG RIDGE ROAD,
 ME0993'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG WISCONSIN STREET, THENCE 2.7
 ME0993'M (8.9 FT) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, 157.0 M
 ME0993'(515.1 FT) NORTHWEST OF THE CENTERLINE OF LIVERPOOL ROAD, 11.6 M
 ME0993'(38.1 FT) SOUTHWEST OF THE NEAR RAIL, 0.6 M (2.0 FT) NORTHWEST OF A
 ME0993'UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M
 ME0993'(1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 ME0993'THE GROUND SURFACE.
 ME0993
 ME0993                          STATION RECOVERY (2020)
 ME0993
 ME0993'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME0993'RECOVERED IN GOOD CONDITION.
 ME0993
 ME0993                          STATION RECOVERY (2021)
 ME0993
 ME0993'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2146 ***********************************************************************
 ME2146  DESIGNATION -  V 349
 ME2146  PID         -  ME2146
 ME2146  STATE/COUNTY-  IN/PORTER
 ME2146  COUNTRY     -  US
 ME2146  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2146
 ME2146                         *CURRENT SURVEY CONTROL
 ME2146  ______________________________________________________________________
 ME2146* NAD 83(1986) POSITION- 41 40 23.49   (N) 086 59 01.96   (W)   HD_HELD1
 ME2146* NAVD 88 ORTHO HEIGHT -   188.465 (meters)      618.32  (feet) ADJUSTED
 ME2146  ______________________________________________________________________
 ME2146  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 ME2146  DYNAMIC HEIGHT  -        188.397 (meters)      618.10  (feet) COMP
 ME2146  MODELED GRAVITY -    980,257.9   (mgal)                       NAVD 88
 ME2146
 ME2146  VERT ORDER      -  FIRST     CLASS II
 ME2146
 ME2146.The horizontal coordinates were determined by differentially corrected
 ME2146.hand held GPS observations or other comparable positioning techniques
 ME2146.and have an estimated accuracy of +/- 3 meters.
 ME2146
 ME2146.The orthometric height was determined by differential leveling and
 ME2146.adjusted by the NATIONAL GEODETIC SURVEY
 ME2146.in June 1991.
 ME2146
 ME2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2146.GEOID18 height accuracy estimate available here.
 ME2146
 ME2146.Click photographs - Photos may exist for this station.
 ME2146
 ME2146.The dynamic height is computed by dividing the NAVD 88
 ME2146.geopotential number by the normal gravity value computed on the
 ME2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2146.degrees latitude (g = 980.6199 gals.).
 ME2146
 ME2146.The modeled gravity was interpolated from observed gravity values.
 ME2146
 ME2146;                    North         East    Units  Estimated Accuracy
 ME2146;SPC IN W     -   713,325.4     908,281.7     MT  (+/- 3 meters HH1 GPS) 
 ME2146
 ME2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0134213492(NAD 83)
 ME2146
 ME2146                          SUPERSEDED SURVEY CONTROL
 ME2146
 ME2146  NGVD 29 (01/19/93)  188.570  (m)          618.67   (f) ADJUSTED    1 2
 ME2146
 ME2146.Superseded values are not recommended for survey control.
 ME2146
 ME2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2146.See file dsdata.pdf to determine how the superseded data were derived.
 ME2146
 ME2146_MARKER: F = FLANGE-ENCASED ROD
 ME2146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2146_STAMPING: V 349 1985
 ME2146_MARK LOGO: NGS
 ME2146_PROJECTION: FLUSH
 ME2146_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2146+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2021
 ME2146_ROD/PIPE-DEPTH: 11.9 meters
 ME2146
 ME2146  HISTORY     - Date     Condition        Report By
 ME2146  HISTORY     - 1985     MONUMENTED       NGS
 ME2146  HISTORY     - 20211115 GOOD             IN-127
 ME2146  HISTORY     - 20240202 GOOD             PRIVTE
 ME2146
 ME2146                          STATION DESCRIPTION
 ME2146
 ME2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2146'9.0 KM (5.6 MI) SW FROM MICHIGAN CITY.
 ME2146'9.0 KM (5.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2146'COURTHOUSE IN MICHIGAN CITY, 25.3 M (83.0 FT) SOUTHWEST OF THE CENTER
 ME2146'OF A DRIVEWAY, 7.7 M (25.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ME2146'HIGHWAY, 1.6 M (5.2 FT) SOUTHWEST OF A GUY WIRE ANCHOR, AND 1.0 M (3.3
 ME2146'FT) EAST OF UTILITY POLE NUMBER 240 143.  NOTE--ACCESS TO DATUM POINT
 ME2146'IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2146'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 ME2146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2146
 ME2146                          STATION RECOVERY (2021)
 ME2146
 ME2146'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME2146'TO REACH FROM THE COURTHOUSE IN MICHIGAN CITY, GO SOUTHWESTERLY ALONG
 ME2146'U.S. HIGHWAY 12 FOR 5.6 MILES AND STATION IS ON THE LEFT, 25.3 FT (7.7
 ME2146'M) SOUTHEAST OF CENTER OF U.S. HIGHWAY 12 (DUNES HIGHWAY), ABOUT 520
 ME2146'FT (158.5 M) NORTHEASTERLY FROM CENTER OF BROADWAY STREET IN BEVERLY
 ME2146'SHORES, 83 FT (25.3 M) SOUTHWEST OF CENTER OF DRIVEWAY TO 4980 W.
 ME2146'DUNES HIGHWAY, 5.2 FT (1.6 M) SOUTHWEST OF A GUY WIRE ANCHOR, 3.3 FT
 ME2146'(1.0 M) EAST OF UTILITY POLE NUMBER 240-143.  ACCESS TO STAINLESS
 ME2146'STEEL ROD DATUM POINT IS THROUGH A 5 INCH (13 CM) LOGO CAP FLUSH WITH
 ME2146'THE GROUND.
 ME2146
 ME2146                          STATION RECOVERY (2024)
 ME2146
 ME2146'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2024 (TS)
 ME2146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0766 ***********************************************************************
 LA0766  DESIGNATION -  V 35
 LA0766  PID         -  LA0766
 LA0766  STATE/COUNTY-  IN/HUNTINGTON
 LA0766  COUNTRY     -  US
 LA0766  USGS QUAD   -  MAJENICA (2019)
 LA0766
 LA0766                         *CURRENT SURVEY CONTROL
 LA0766  ______________________________________________________________________
 LA0766* NAD 83(1986) POSITION- 40 50 41.     (N) 085 23 02.     (W)   SCALED
 LA0766* NAVD 88 ORTHO HEIGHT -   246.140 (meters)      807.54  (feet) ADJUSTED
 LA0766  ______________________________________________________________________
 LA0766  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 LA0766  DYNAMIC HEIGHT  -        246.024 (meters)      807.16  (feet) COMP
 LA0766  MODELED GRAVITY -    980,148.1   (mgal)                       NAVD 88
 LA0766
 LA0766  VERT ORDER      -  SECOND    CLASS 0
 LA0766
 LA0766.The horizontal coordinates were scaled from a map and have
 LA0766.an estimated accuracy of +/- 6 seconds.
 LA0766
 LA0766.The orthometric height was determined by differential leveling and
 LA0766.adjusted by the NATIONAL GEODETIC SURVEY
 LA0766.in June 1991.
 LA0766
 LA0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0766.GEOID18 height accuracy estimate available here.
 LA0766
 LA0766.Click photographs - Photos may exist for this station.
 LA0766
 LA0766.The dynamic height is computed by dividing the NAVD 88
 LA0766.geopotential number by the normal gravity value computed on the
 LA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0766.degrees latitude (g = 980.6199 gals.).
 LA0766
 LA0766.The modeled gravity was interpolated from observed gravity values.
 LA0766
 LA0766;                    North         East    Units  Estimated Accuracy
 LA0766;SPC IN E     -   621,350.      123,850.      MT  (+/- 180 meters Scaled)
 LA0766
 LA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL362227(NAD 83)
 LA0766
 LA0766                          SUPERSEDED SURVEY CONTROL
 LA0766
 LA0766  NGVD 29 (??/??/92)  246.274  (m)          807.98   (f) ADJ UNCH    2 0
 LA0766
 LA0766.Superseded values are not recommended for survey control.
 LA0766
 LA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0766.See file dsdata.pdf to determine how the superseded data were derived.
 LA0766
 LA0766_MARKER: DB = BENCH MARK DISK
 LA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0766_STAMPING: V 35 1934
 LA0766_MARK LOGO: CGS
 LA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0766+STABILITY: SURFACE MOTION
 LA0766
 LA0766  HISTORY     - Date     Condition        Report By
 LA0766  HISTORY     - 1934     MONUMENTED       CGS
 LA0766
 LA0766                          STATION DESCRIPTION
 LA0766
 LA0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0766'2.5 MI W FROM MARKLE.
 LA0766'2.5 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0766'MARKLE, HUNTINGTON COUNTY, 0.35 MILE WEST OF MILEPOST M 120,
 LA0766'AT A GRAVEL-ROAD CROSSING, 24 FEET WEST OF THE CENTERLINE OF THE
 LA0766'GRAVEL ROAD, 11.5 FEET NORTH OF THE NORTH RAIL, AT THE INTERSECTION
 LA0766'OF THREE ROADS, AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD
 LA0766'DISK, STAMPED V 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1985 ***********************************************************************
 LA1985  DESIGNATION -  V 35 RESET
 LA1985  PID         -  LA1985
 LA1985  STATE/COUNTY-  IN/HUNTINGTON
 LA1985  COUNTRY     -  US
 LA1985  USGS QUAD   -  MAJENICA (2019)
 LA1985
 LA1985                         *CURRENT SURVEY CONTROL
 LA1985  ______________________________________________________________________
 LA1985* NAD 83(1986) POSITION- 40 50 41.     (N) 085 23 02.     (W)   SCALED
 LA1985* NAVD 88 ORTHO HEIGHT -   245.80  (meters)      806.4   (feet) RESET
 LA1985  ______________________________________________________________________
 LA1985  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 LA1985  VERT ORDER      -  THIRD
 LA1985
 LA1985.The horizontal coordinates were scaled from a map and have
 LA1985.an estimated accuracy of +/- 6 seconds.
 LA1985
 LA1985.The orthometric height was computed from unverified reset data.
 LA1985
 LA1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1985.GEOID18 height accuracy estimate available here.
 LA1985
 LA1985.Click photographs - Photos may exist for this station.
 LA1985
 LA1985;                    North         East    Units  Estimated Accuracy
 LA1985;SPC IN E     -   621,350.      123,850.      MT  (+/- 180 meters Scaled)
 LA1985
 LA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL362227(NAD 83)
 LA1985
 LA1985                          SUPERSEDED SURVEY CONTROL
 LA1985
 LA1985  NGVD 29 (08/22/16)  245.93   (m)          806.9    (f) RESET       3  
 LA1985
 LA1985.Superseded values are not recommended for survey control.
 LA1985
 LA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1985.See file dsdata.pdf to determine how the superseded data were derived.
 LA1985
 LA1985_MARKER: DV = VERTICAL CONTROL DISK
 LA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1985_STAMPING: V 35 RESET 1983
 LA1985_MARK LOGO: NGS
 LA1985_PROJECTION: FLUSH
 LA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1985+STABILITY: SURFACE MOTION
 LA1985
 LA1985  HISTORY     - Date     Condition        Report By
 LA1985  HISTORY     - 1983     MONUMENTED       NGS
 LA1985
 LA1985                          STATION DESCRIPTION
 LA1985
 LA1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LA1985'2.85 MI WEST FROM MARKLE.
 LA1985'4.05 KM (2.5 MI) WEST OF MARKLE ALONG STATE HIGHWAY 224, THENCE
 LA1985'0.57 KM (0.35 MI) NORTH ALONG COUNTY ROUTE 350E, JUST AFTER PASSING
 LA1985'COUNTY ROUTE 100N WEST AND JUST BEFORE THE OFFSET OF COUNTY ROUTE
 LA1985'100N EAST, TO THE MARK ON THE RIGHT, 15.5 METERS (51.0 FEET) SOUTH
 LA1985'OF THE OLD ABANDONED RAILROAD BED, 5.5 METERS (18.0 FEET) EAST OF
 LA1985'THE CENTER OF COUNTY ROUTE 350E, AND 0.6 METER (2.0 FEET) SOUTH OF
 LA1985'A UTILITY POLE.
 LA1985'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1655 ***********************************************************************
 KA1655  DESIGNATION -  V 350
 KA1655  PID         -  KA1655
 KA1655  STATE/COUNTY-  IN/HENDRICKS
 KA1655  COUNTRY     -  US
 KA1655  USGS QUAD   -  CLERMONT (2019)
 KA1655
 KA1655                         *CURRENT SURVEY CONTROL
 KA1655  ______________________________________________________________________
 KA1655* NAD 83(1986) POSITION- 39 45 49.0    (N) 086 21 41.6    (W)   HD_HELD2
 KA1655* NAVD 88 ORTHO HEIGHT -   257.960 (meters)      846.32  (feet) ADJUSTED
 KA1655  ______________________________________________________________________
 KA1655  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 KA1655  DYNAMIC HEIGHT  -        257.820 (meters)      845.86  (feet) COMP
 KA1655  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 KA1655
 KA1655  VERT ORDER      -  FIRST     CLASS II
 KA1655
 KA1655.The horizontal coordinates were established by autonomous hand held GPS
 KA1655.observations and have an estimated accuracy of +/- 10 meters.
 KA1655
 KA1655.The orthometric height was determined by differential leveling and
 KA1655.adjusted by the NATIONAL GEODETIC SURVEY
 KA1655.in June 1991.
 KA1655
 KA1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1655.GEOID18 height accuracy estimate available here.
 KA1655
 KA1655.Click photographs - Photos may exist for this station.
 KA1655
 KA1655.The dynamic height is computed by dividing the NAVD 88
 KA1655.geopotential number by the normal gravity value computed on the
 KA1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1655.degrees latitude (g = 980.6199 gals.).
 KA1655
 KA1655.The modeled gravity was interpolated from observed gravity values.
 KA1655
 KA1655;                    North         East    Units  Estimated Accuracy
 KA1655;SPC IN W     -   501,521.      961,846.      MT  (+/- 10 meters HH2 GPS)
 KA1655
 KA1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5468501715(NAD 83)
 KA1655
 KA1655                          SUPERSEDED SURVEY CONTROL
 KA1655
 KA1655.No superseded survey control is available for this station.
 KA1655
 KA1655_MARKER: I = METAL ROD
 KA1655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1655_STAMPING: V 350 1985
 KA1655_MARK LOGO: NGS
 KA1655_PROJECTION: RECESSED 2 CENTIMETERS
 KA1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1655_ROD/PIPE-DEPTH: 3.1 meters
 KA1655
 KA1655  HISTORY     - Date     Condition        Report By
 KA1655  HISTORY     - 1985     MONUMENTED       NGS
 KA1655
 KA1655                          STATION DESCRIPTION
 KA1655
 KA1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1655'12.2 KM (7.6 MI) WEST FROM INDIANAPOLIS.
 KA1655'12.2 KM (7.6 MI) WESTERLY ALONG ROCKVILLE ROAD AND U.S. HIGHWAY 36
 KA1655'FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN INDIANAPOLIS, OR 14.3 KM
 KA1655'(8.9 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS JUNCTION WITH STATE
 KA1655'HIGHWAY 39 IN DANVILLE, 24.6 M (80.7 FT) EAST OF THE CENTER OF COUNTY
 KA1655'ROAD 900 EAST, 23.2 M (76.1 FT) NORTH OF THE CENTERLINE OF THE WEST
 KA1655'BOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT) NORTHEAST OF THE NORTH
 KA1655'END OF A 36-INCH PIPE CULVERT, 11.1 M (36.4 FT) SOUTH OF THE CENTER OF
 KA1655'A DRIVEWAY, AND 1.6 M (5.2 FT) WEST OF A UTILITY POLE WITH 4 GUY
 KA1655'WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1655'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1581 ***********************************************************************
 JA1581  DESIGNATION -  V 351
 JA1581  PID         -  JA1581
 JA1581  STATE/COUNTY-  IN/PIKE
 JA1581  COUNTRY     -  US
 JA1581  USGS QUAD   -  PETERSBURG (2019)
 JA1581
 JA1581                         *CURRENT SURVEY CONTROL
 JA1581  ______________________________________________________________________
 JA1581* NAD 83(2011) POSITION- 38 27 49.25608(N) 087 17 44.01333(W)   ADJUSTED
 JA1581* NAD 83(2011) ELLIP HT-   110.150 (meters)        (05/29/16)   ADJUSTED
 JA1581* NAD 83(2011) EPOCH   -  2010.00
 JA1581* NAVD 88 ORTHO HEIGHT -   142.104 (meters)      466.22  (feet) ADJUSTED
 JA1581  ______________________________________________________________________
 JA1581  GEOID HEIGHT    -        -31.958 (meters)                     GEOID18
 JA1581  NAD 83(2011) X  -    235,950.692 (meters)                     COMP
 JA1581  NAD 83(2011) Y  - -4,995,094.602 (meters)                     COMP
 JA1581  NAD 83(2011) Z  -  3,945,942.050 (meters)                     COMP
 JA1581  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 JA1581  DYNAMIC HEIGHT  -        142.011 (meters)      465.91  (feet) COMP
 JA1581  MODELED GRAVITY -    979,975.8   (mgal)                       NAVD 88
 JA1581
 JA1581  VERT ORDER      -  FIRST     CLASS II
 JA1581
 JA1581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1581  Standards:
 JA1581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1581  -------------------------------------------------------------------
 JA1581  NETWORK    0.41   0.82           0.18   0.15   0.42      0.02008609
 JA1581  -------------------------------------------------------------------
 JA1581  Click here for local accuracies and other accuracy information.
 JA1581
 JA1581.The horizontal coordinates were established by GPS observations
 JA1581.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 JA1581
 JA1581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1581.been affixed to the stable North American tectonic plate. See 
 JA1581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1581
 JA1581.The horizontal coordinates are valid at the epoch date displayed above
 JA1581.which is a decimal equivalence of Year/Month/Day.
 JA1581
 JA1581.The orthometric height was determined by differential leveling and
 JA1581.adjusted by the NATIONAL GEODETIC SURVEY
 JA1581.in June 1991.
 JA1581
 JA1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1581.GEOID18 height accuracy estimate available here.
 JA1581
 JA1581.Click photographs - Photos may exist for this station.
 JA1581
 JA1581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1581
 JA1581.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1581
 JA1581.The ellipsoidal height was determined by GPS observations
 JA1581.and is referenced to NAD 83.
 JA1581
 JA1581.The dynamic height is computed by dividing the NAVD 88
 JA1581.geopotential number by the normal gravity value computed on the
 JA1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1581.degrees latitude (g = 980.6199 gals.).
 JA1581
 JA1581.The modeled gravity was interpolated from observed gravity values.
 JA1581
 JA1581. The following values were computed from the NAD 83(2011) position.
 JA1581
 JA1581;                    North         East     Units Scale Factor Converg.
 JA1581;SPC IN W     -   356,982.780   881,478.261   MT  0.99997089   -0 07 55.2
 JA1581;SPC IN W     - 1,171,201.00  2,891,983.26   sFT  0.99997089   -0 07 55.2
 JA1581;UTM  16      - 4,257,304.933   474,214.899   MT  0.99960819   -0 11 01.8
 JA1581
 JA1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1581!SPC IN W     -   0.99998272  x   0.99997089  =   0.99995361
 JA1581!UTM  16      -   0.99998272  x   0.99960819  =   0.99959091
 JA1581
 JA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7421457304(NAD 83)
 JA1581
 JA1581                          SUPERSEDED SURVEY CONTROL
 JA1581
 JA1581.No superseded survey control is available for this station.
 JA1581
 JA1581_MARKER: F = FLANGE-ENCASED ROD
 JA1581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1581_STAMPING: V 351 1986
 JA1581_MARK LOGO: NGS
 JA1581_PROJECTION: FLUSH
 JA1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1581+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2013
 JA1581_ROD/PIPE-DEPTH: 4.6 meters
 JA1581
 JA1581  HISTORY     - Date     Condition        Report By
 JA1581  HISTORY     - 1986     MONUMENTED       NGS
 JA1581  HISTORY     - 20130701 GOOD             INDOT
 JA1581
 JA1581                          STATION DESCRIPTION
 JA1581
 JA1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1581'14.4 KM (8.95 MI) NE FROM OAKLAND CITY.
 JA1581'14.4 KM (8.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1581'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 18.2 M (59.7 FT) EAST
 JA1581'OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT) SOUTH OF THE CENTER OF A
 JA1581'GRAVELED ROAD, AND 1.7 M (5.6 FT) SOUTH OF AN UNDERGROUND CABLE
 JA1581'JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1581'LOGO CAP.
 JA1581'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1581'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1581
 JA1581                          STATION RECOVERY (2013)
 JA1581
 JA1581'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA1581'RECOVERED AS DESCRIBED.
 JA1581'
 JA1581'THE GRAVEL ROAD IN PREVIOUS DESCRIPTION IS NOW PAVED AND NAMED COUNTY
 JA1581'ROAD 300 NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1690 ***********************************************************************
 KA1690  DESIGNATION -  V 352
 KA1690  PID         -  KA1690
 KA1690  STATE/COUNTY-  IN/VIGO
 KA1690  COUNTRY     -  US
 KA1690  USGS QUAD   -  TERRE HAUTE (2019)
 KA1690
 KA1690                         *CURRENT SURVEY CONTROL
 KA1690  ______________________________________________________________________
 KA1690* NAD 83(1986) POSITION- 39 27 20.     (N) 087 23 44.     (W)   SCALED
 KA1690* NAVD 88 ORTHO HEIGHT -   149.966 (meters)      492.01  (feet) ADJUSTED
 KA1690  ______________________________________________________________________
 KA1690  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 KA1690  DYNAMIC HEIGHT  -        149.880 (meters)      491.73  (feet) COMP
 KA1690  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 KA1690
 KA1690  VERT ORDER      -  FIRST     CLASS II
 KA1690
 KA1690.The horizontal coordinates were scaled from a map and have
 KA1690.an estimated accuracy of +/- 6 seconds.
 KA1690
 KA1690.The orthometric height was determined by differential leveling and
 KA1690.adjusted by the NATIONAL GEODETIC SURVEY
 KA1690.in June 1991.
 KA1690
 KA1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1690.GEOID18 height accuracy estimate available here.
 KA1690
 KA1690.Click photographs - Photos may exist for this station.
 KA1690
 KA1690.The dynamic height is computed by dividing the NAVD 88
 KA1690.geopotential number by the normal gravity value computed on the
 KA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1690.degrees latitude (g = 980.6199 gals.).
 KA1690
 KA1690.The modeled gravity was interpolated from observed gravity values.
 KA1690
 KA1690;                    North         East    Units  Estimated Accuracy
 KA1690;SPC IN W     -   467,120.      873,130.      MT  (+/- 180 meters Scaled)
 KA1690
 KA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ659674(NAD 83)
 KA1690
 KA1690                          SUPERSEDED SURVEY CONTROL
 KA1690
 KA1690.No superseded survey control is available for this station.
 KA1690
 KA1690_MARKER: I = METAL ROD
 KA1690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1690_STAMPING: V 352 1985
 KA1690_MARK LOGO: NGS
 KA1690_PROJECTION: RECESSED 1 CENTIMETERS
 KA1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1690_ROD/PIPE-DEPTH: 24.4 meters
 KA1690
 KA1690  HISTORY     - Date     Condition        Report By
 KA1690  HISTORY     - 1985     MONUMENTED       NGS
 KA1690
 KA1690                          STATION DESCRIPTION
 KA1690
 KA1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1690'IN TERRE HAUTE.
 KA1690'IN TERRE HAUTE, AT THE INTERSECTION OF COLLEGE AVENUE AND THE
 KA1690'LOUISVILLE AND NASHVILLE RAILROAD, 10.9 M (35.8 FT) WEST OF THE NEAR
 KA1690'RAIL, 9.0 M (29.5 FT) NORTH OF THE AVENUE CENTERLINE, 5.4 M (17.7 FT)
 KA1690'NORTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND 0.8 M (2.6 FT)
 KA1690'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1690'5-INCH LOGO CAP.
 KA1690'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1716 ***********************************************************************
 KA1716  DESIGNATION -  V 353
 KA1716  PID         -  KA1716
 KA1716  STATE/COUNTY-  IN/GREENE
 KA1716  COUNTRY     -  US
 KA1716  USGS QUAD   -  COAL CITY (2019)
 KA1716
 KA1716                         *CURRENT SURVEY CONTROL
 KA1716  ______________________________________________________________________
 KA1716* NAD 83(1986) POSITION- 39 09 12.     (N) 087 00 14.     (W)   SCALED
 KA1716* NAVD 88 ORTHO HEIGHT -   190.002 (meters)      623.36  (feet) ADJUSTED
 KA1716  ______________________________________________________________________
 KA1716  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KA1716  DYNAMIC HEIGHT  -        189.890 (meters)      623.00  (feet) COMP
 KA1716  MODELED GRAVITY -    980,033.1   (mgal)                       NAVD 88
 KA1716
 KA1716  VERT ORDER      -  FIRST     CLASS II
 KA1716
 KA1716.The horizontal coordinates were scaled from a map and have
 KA1716.an estimated accuracy of +/- 6 seconds.
 KA1716
 KA1716.The orthometric height was determined by differential leveling and
 KA1716.adjusted by the NATIONAL GEODETIC SURVEY
 KA1716.in June 1991.
 KA1716
 KA1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1716.GEOID18 height accuracy estimate available here.
 KA1716
 KA1716.Click photographs - Photos may exist for this station.
 KA1716
 KA1716.The dynamic height is computed by dividing the NAVD 88
 KA1716.geopotential number by the normal gravity value computed on the
 KA1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1716.degrees latitude (g = 980.6199 gals.).
 KA1716
 KA1716.The modeled gravity was interpolated from observed gravity values.
 KA1716
 KA1716;                    North         East    Units  Estimated Accuracy
 KA1716;SPC IN W     -   433,520.      906,870.      MT  (+/- 180 meters Scaled)
 KA1716
 KA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ996337(NAD 83)
 KA1716
 KA1716                          SUPERSEDED SURVEY CONTROL
 KA1716
 KA1716.No superseded survey control is available for this station.
 KA1716
 KA1716_MARKER: I = METAL ROD
 KA1716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1716_STAMPING: V 353 1985
 KA1716_MARK LOGO: NGS
 KA1716_PROJECTION: FLUSH
 KA1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1716_ROD/PIPE-DEPTH: 4.6 meters
 KA1716
 KA1716  HISTORY     - Date     Condition        Report By
 KA1716  HISTORY     - 1985     MONUMENTED       NGS
 KA1716
 KA1716                          STATION DESCRIPTION
 KA1716
 KA1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1716'5.6 KM (3.5 MI) NW FROM WORTHINGTON.
 KA1716'5.6 KM (3.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1716'JUNCTION WITH U.S. HIGHWAY 231 IN WORTHINGTON, 0.8 KM (0.5 MI)
 KA1716'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 48, 13.2 M (43.3 FT) WEST
 KA1716'OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF A UTILITY
 KA1716'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1716'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1716'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1568 ***********************************************************************
 JA1568  DESIGNATION -  V 354
 JA1568  PID         -  JA1568
 JA1568  STATE/COUNTY-  IN/DAVIESS
 JA1568  COUNTRY     -  US
 JA1568  USGS QUAD   -  WASHINGTON (2019)
 JA1568
 JA1568                         *CURRENT SURVEY CONTROL
 JA1568  ______________________________________________________________________
 JA1568* NAD 83(1986) POSITION- 38 38 53.     (N) 087 10 21.     (W)   SCALED
 JA1568* NAVD 88 ORTHO HEIGHT -   172.498 (meters)      565.94  (feet) ADJUSTED
 JA1568  ______________________________________________________________________
 JA1568  GEOID HEIGHT    -        -32.302 (meters)                     GEOID18
 JA1568  DYNAMIC HEIGHT  -        172.388 (meters)      565.58  (feet) COMP
 JA1568  MODELED GRAVITY -    979,989.6   (mgal)                       NAVD 88
 JA1568
 JA1568  VERT ORDER      -  FIRST     CLASS II
 JA1568
 JA1568.The horizontal coordinates were scaled from a map and have
 JA1568.an estimated accuracy of +/- 6 seconds.
 JA1568
 JA1568.The orthometric height was determined by differential leveling and
 JA1568.adjusted by the NATIONAL GEODETIC SURVEY
 JA1568.in June 1991.
 JA1568
 JA1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1568.GEOID18 height accuracy estimate available here.
 JA1568
 JA1568.Click photographs - Photos may exist for this station.
 JA1568
 JA1568.The dynamic height is computed by dividing the NAVD 88
 JA1568.geopotential number by the normal gravity value computed on the
 JA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1568.degrees latitude (g = 980.6199 gals.).
 JA1568
 JA1568.The modeled gravity was interpolated from observed gravity values.
 JA1568
 JA1568;                    North         East    Units  Estimated Accuracy
 JA1568;SPC IN W     -   377,430.      892,240.      MT  (+/- 180 meters Scaled)
 JA1568
 JA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH849777(NAD 83)
 JA1568
 JA1568                          SUPERSEDED SURVEY CONTROL
 JA1568
 JA1568.No superseded survey control is available for this station.
 JA1568
 JA1568_MARKER: I = METAL ROD
 JA1568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1568_STAMPING: V 354 1986
 JA1568_MARK LOGO: NGS
 JA1568_PROJECTION: PROJECTING 3 CENTIMETERS
 JA1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1568+STABILITY: POSITION/ELEVATION WELL
 JA1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1568+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 JA1568_ROD/PIPE-DEPTH: 4.0 meters
 JA1568_SLEEVE-DEPTH  : 3.0 meters
 JA1568
 JA1568  HISTORY     - Date     Condition        Report By
 JA1568  HISTORY     - 1986     MONUMENTED       NGS
 JA1568  HISTORY     - 20080409 GOOD             LNDMRK
 JA1568
 JA1568                          STATION DESCRIPTION
 JA1568
 JA1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1568'IN WASHINGTON.
 JA1568'IN WASHINGTON, AT 301 HIGHLAND AVENUE, 13.1 M (43.0 FT) EAST OF THE
 JA1568'CENTER OF THE NORTH ENTRANCE INTO THE MOOSE LODGE, 2.9 M (9.5 FT)
 JA1568'NORTH-NORTHWEST OF THE EAST CORNER OF THE BUILDING, AND 0.2 M (0.7 FT)
 JA1568'SOUTHWEST OF THE SOUTHWEST CURB OF A PARKING LOT.  NOTE--ACCESS TO
 JA1568'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1568
 JA1568                          STATION RECOVERY (2008)
 JA1568
 JA1568'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2008 (DLH)
 JA1568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2856 ***********************************************************************
 JZ2856  DESIGNATION -  V 355
 JZ2856  PID         -  JZ2856
 JZ2856  STATE/COUNTY-  IN/SHELBY
 JZ2856  COUNTRY     -  US
 JZ2856  USGS QUAD   -  ACTON (2019)
 JZ2856
 JZ2856                         *CURRENT SURVEY CONTROL
 JZ2856  ______________________________________________________________________
 JZ2856* NAD 83(1986) POSITION- 39 38 22.2    (N) 085 54 19.7    (W)   HD_HELD2
 JZ2856* NAVD 88 ORTHO HEIGHT -   242.919 (meters)      796.98  (feet) ADJUSTED
 JZ2856  ______________________________________________________________________
 JZ2856  GEOID HEIGHT    -        -33.719 (meters)                     GEOID18
 JZ2856  DYNAMIC HEIGHT  -        242.781 (meters)      796.52  (feet) COMP
 JZ2856  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 JZ2856
 JZ2856  VERT ORDER      -  FIRST     CLASS II
 JZ2856
 JZ2856.The horizontal coordinates were established by autonomous hand held GPS
 JZ2856.observations and have an estimated accuracy of +/- 10 meters.
 JZ2856
 JZ2856.The orthometric height was determined by differential leveling and
 JZ2856.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2856.in June 1991.
 JZ2856
 JZ2856.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2856.GEOID18 height accuracy estimate available here.
 JZ2856
 JZ2856.Click photographs - Photos may exist for this station.
 JZ2856
 JZ2856.The dynamic height is computed by dividing the NAVD 88
 JZ2856.geopotential number by the normal gravity value computed on the
 JZ2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2856.degrees latitude (g = 980.6199 gals.).
 JZ2856
 JZ2856.The modeled gravity was interpolated from observed gravity values.
 JZ2856
 JZ2856;                    North         East    Units  Estimated Accuracy
 JZ2856;SPC IN E     -   487,519.       79,501.      MT  (+/- 10 meters HH2 GPS)
 JZ2856
 JZ2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9391988318(NAD 83)
 JZ2856
 JZ2856                          SUPERSEDED SURVEY CONTROL
 JZ2856
 JZ2856.No superseded survey control is available for this station.
 JZ2856
 JZ2856_MARKER: I = METAL ROD
 JZ2856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2856_STAMPING: V 355 1986
 JZ2856_MARK LOGO: NGS
 JZ2856_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2856+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2011
 JZ2856_ROD/PIPE-DEPTH: 4.9 meters
 JZ2856
 JZ2856  HISTORY     - Date     Condition        Report By
 JZ2856  HISTORY     - 1986     MONUMENTED       NGS
 JZ2856  HISTORY     - 20110316 GOOD             INDNR
 JZ2856
 JZ2856                          STATION DESCRIPTION
 JZ2856
 JZ2856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2856'16.2 KM (10.05 MI) SE FROM INDIANAPOLIS.
 JZ2856'16.2 KM (10.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2856'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, 75.0 M
 JZ2856'(246.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 JZ2856'THE HIGHWAY, 44.2 M (145.0 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE
 JZ2856'ROAD, 30.9 M (101.4 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST
 JZ2856'TO A RESIDENCE, 3.8 M (12.5 FT) EAST OF THE CENTER OF COUNTY ROAD 650
 JZ2856'WEST, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) WEST
 JZ2856'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JZ2856'CAP.
 JZ2856'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JZ2856
 JZ2856                          STATION RECOVERY (2011)
 JZ2856
 JZ2856'RECOVERY NOTE BY IN DEPT OF NAT RES 2011 (RWW)
 JZ2856'SITE IS ONLY MARGINAL FOR GPS DUE TO TREES.  MAY REQUIRE PRE-PLANNING
 JZ2856'TO
 JZ2856'FIND A GOOD TIME OF DAY WITH ADEQUATE SATELLITE GEOMETRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1605 ***********************************************************************
 JA1605  DESIGNATION -  V 356
 JA1605  PID         -  JA1605
 JA1605  STATE/COUNTY-  IN/VANDERBURGH
 JA1605  COUNTRY     -  US
 JA1605  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1605
 JA1605                         *CURRENT SURVEY CONTROL
 JA1605  ______________________________________________________________________
 JA1605* NAD 83(2011) POSITION- 38 01 27.74509(N) 087 32 19.35410(W)   ADJUSTED
 JA1605* NAD 83(2011) ELLIP HT-    85.526 (meters)        (06/27/12)   ADJUSTED
 JA1605* NAD 83(2011) EPOCH   -  2010.00
 JA1605* NAVD 88 ORTHO HEIGHT -   116.658 (meters)      382.74  (feet) ADJUSTED
 JA1605  ______________________________________________________________________
 JA1605  GEOID HEIGHT    -        -31.127 (meters)                     GEOID18
 JA1605  NAD 83(2011) X  -    216,046.067 (meters)                     COMP
 JA1605  NAD 83(2011) Y  - -5,026,189.508 (meters)                     COMP
 JA1605  NAD 83(2011) Z  -  3,907,628.177 (meters)                     COMP
 JA1605  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JA1605  DYNAMIC HEIGHT  -        116.578 (meters)      382.47  (feet) COMP
 JA1605  MODELED GRAVITY -    979,941.5   (mgal)                       NAVD 88
 JA1605
 JA1605  VERT ORDER      -  FIRST     CLASS II
 JA1605
 JA1605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1605  Standards:
 JA1605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1605  -------------------------------------------------------------------
 JA1605  NETWORK    0.79   1.29           0.36   0.27   0.66      0.01172263
 JA1605  -------------------------------------------------------------------
 JA1605  Click here for local accuracies and other accuracy information.
 JA1605
 JA1605.The horizontal coordinates were established by GPS observations
 JA1605.and adjusted by the National Geodetic Survey in June 2012.
 JA1605
 JA1605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1605.been affixed to the stable North American tectonic plate. See 
 JA1605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1605
 JA1605.The horizontal coordinates are valid at the epoch date displayed above
 JA1605.which is a decimal equivalence of Year/Month/Day.
 JA1605
 JA1605.The orthometric height was determined by differential leveling and
 JA1605.adjusted by the NATIONAL GEODETIC SURVEY
 JA1605.in June 1991.
 JA1605
 JA1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1605.GEOID18 height accuracy estimate available here.
 JA1605
 JA1605.Click photographs - Photos may exist for this station.
 JA1605
 JA1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1605
 JA1605.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1605
 JA1605.The ellipsoidal height was determined by GPS observations
 JA1605.and is referenced to NAD 83.
 JA1605
 JA1605.The dynamic height is computed by dividing the NAVD 88
 JA1605.geopotential number by the normal gravity value computed on the
 JA1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1605.degrees latitude (g = 980.6199 gals.).
 JA1605
 JA1605.The modeled gravity was interpolated from observed gravity values.
 JA1605
 JA1605. The following values were computed from the NAD 83(2011) position.
 JA1605
 JA1605;                    North         East     Units Scale Factor Converg.
 JA1605;SPC IN W     -   308,297.204   860,017.665   MT  0.99998635   -0 16 49.8
 JA1605;SPC IN W     - 1,011,471.74  2,821,574.62   sFT  0.99998635   -0 16 49.8
 JA1605;UTM  16      - 4,208,656.256   452,718.236   MT  0.99962753   -0 19 54.7
 JA1605
 JA1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1605!SPC IN W     -   0.99998658  x   0.99998635  =   0.99997293
 JA1605!UTM  16      -   0.99998658  x   0.99962753  =   0.99961411
 JA1605
 JA1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5271808656(NAD 83)
 JA1605
 JA1605                          SUPERSEDED SURVEY CONTROL
 JA1605
 JA1605  NAD 83(2007)-  38 01 27.74525(N)    087 32 19.35511(W) AD(2002.00) 1
 JA1605  ELLIP H (07/21/11)   85.555  (m)                       GP(2002.00) 4 2
 JA1605  NAVD 88             116.66   (m)          382.7    (f) LEVELING    3  
 JA1605
 JA1605.Superseded values are not recommended for survey control.
 JA1605
 JA1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1605.See file dsdata.pdf to determine how the superseded data were derived.
 JA1605
 JA1605_MARKER: I = METAL ROD
 JA1605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1605_STAMPING: V 356 1986
 JA1605_MARK LOGO: NGS
 JA1605_PROJECTION: RECESSED 1 CENTIMETERS
 JA1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1605+STABILITY: POSITION/ELEVATION WELL
 JA1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1605+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2011
 JA1605_ROD/PIPE-DEPTH: 12.2 meters
 JA1605
 JA1605  HISTORY     - Date     Condition        Report By
 JA1605  HISTORY     - 1986     MONUMENTED       NGS
 JA1605  HISTORY     - 19950707 GOOD             USPSQD
 JA1605  HISTORY     - 19981107 GOOD             USPSQD
 JA1605  HISTORY     - 20070117 GOOD             ACCU
 JA1605  HISTORY     - 20080408 GOOD             PICI
 JA1605  HISTORY     - 20110405 GOOD             BERNAR
 JA1605
 JA1605                          STATION DESCRIPTION
 JA1605
 JA1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1605'5.4 KM (3.35 MI) NORTH FROM EVANSVILLE.
 JA1605'5.4 KM (3.35 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1605'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, 15.9 M (52.2 FT) SOUTH
 JA1605'OF THE CENTER OF THE MAIN ENTRANCE INTO THE WHIRLPOOL COMPANY PARKING
 JA1605'LOT, 13.3 M (43.6 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 11.2
 JA1605'M (36.7 FT) NORTH OF A FIRE HYDRANT, 1.0 M (3.3 FT) SOUTH OF UTILITY
 JA1605'POLE NUMBER 35 WITH A GUY WIRE, AND 0.7 M (2.3 FT) WEST OF THE WEST
 JA1605'EDGE OF A PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JA1605'5-INCH LOGO CAP.
 JA1605'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1605
 JA1605                          STATION RECOVERY (1995)
 JA1605
 JA1605'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1605'RECOVERED IN GOOD CONDITION.
 JA1605
 JA1605                          STATION RECOVERY (1998)
 JA1605
 JA1605'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1605'RECOVERED IN GOOD CONDITION.
 JA1605
 JA1605                          STATION RECOVERY (2007)
 JA1605
 JA1605'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WJC)
 JA1605'RECOVERED IN GOOD CONDITION.
 JA1605
 JA1605                          STATION RECOVERY (2008)
 JA1605
 JA1605'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 JA1605'RECOVERED IN GOOD CONDITION.
 JA1605
 JA1605                          STATION RECOVERY (2011)
 JA1605
 JA1605'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 JA1605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2833 ***********************************************************************
 JZ2833  DESIGNATION -  V 357
 JZ2833  PID         -  JZ2833
 JZ2833  STATE/COUNTY-  IN/DECATUR
 JZ2833  COUNTRY     -  US
 JZ2833  USGS QUAD   -  ADAMS (2019)
 JZ2833
 JZ2833                         *CURRENT SURVEY CONTROL
 JZ2833  ______________________________________________________________________
 JZ2833* NAD 83(1986) POSITION- 39 24 18.     (N) 085 33 33.     (W)   SCALED
 JZ2833* NAVD 88 ORTHO HEIGHT -   269.495 (meters)      884.17  (feet) ADJUSTED
 JZ2833  ______________________________________________________________________
 JZ2833  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 JZ2833  DYNAMIC HEIGHT  -        269.329 (meters)      883.62  (feet) COMP
 JZ2833  MODELED GRAVITY -    980,004.7   (mgal)                       NAVD 88
 JZ2833
 JZ2833  VERT ORDER      -  FIRST     CLASS II
 JZ2833
 JZ2833.The horizontal coordinates were scaled from a map and have
 JZ2833.an estimated accuracy of +/- 6 seconds.
 JZ2833
 JZ2833.The orthometric height was determined by differential leveling and
 JZ2833.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2833.in June 1991.
 JZ2833
 JZ2833.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2833.GEOID18 height accuracy estimate available here.
 JZ2833
 JZ2833.Click photographs - Photos may exist for this station.
 JZ2833
 JZ2833.The dynamic height is computed by dividing the NAVD 88
 JZ2833.geopotential number by the normal gravity value computed on the
 JZ2833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2833.degrees latitude (g = 980.6199 gals.).
 JZ2833
 JZ2833.The modeled gravity was interpolated from observed gravity values.
 JZ2833
 JZ2833;                    North         East    Units  Estimated Accuracy
 JZ2833;SPC IN E     -   461,460.      109,260.      MT  (+/- 180 meters Scaled)
 JZ2833
 JZ2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ240627(NAD 83)
 JZ2833
 JZ2833                          SUPERSEDED SURVEY CONTROL
 JZ2833
 JZ2833.No superseded survey control is available for this station.
 JZ2833
 JZ2833_MARKER: DV = VERTICAL CONTROL DISK
 JZ2833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2833_SP_SET: PIER
 JZ2833_STAMPING: V 357 1986
 JZ2833_MARK LOGO: NGS
 JZ2833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2833+STABILITY: POSITION/ELEVATION WELL
 JZ2833
 JZ2833  HISTORY     - Date     Condition        Report By
 JZ2833  HISTORY     - 1986     MONUMENTED       NGS
 JZ2833
 JZ2833                          STATION DESCRIPTION
 JZ2833
 JZ2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2833'9.2 KM (5.7 MI) NW FROM GREENSBURG.
 JZ2833'9.2 KM (5.7 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2833'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, SET VERTICALLY IN THE
 JZ2833'SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4 COLUMNS OF THE CENTER
 JZ2833'PIER OF COUNTY ROAD 420 WEST OVERPASS OF THE HIGHWAY, 13.3 M (43.6 FT)
 JZ2833'SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 JZ2833'HIGHWAY, AND 12.7 M (41.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 JZ2833'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 JZ2833'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2807 ***********************************************************************
 JZ2807  DESIGNATION -  V 358
 JZ2807  PID         -  JZ2807
 JZ2807  STATE/COUNTY-  IN/DEARBORN
 JZ2807  COUNTRY     -  US
 JZ2807  USGS QUAD   -  SPADES (2019)
 JZ2807
 JZ2807                         *CURRENT SURVEY CONTROL
 JZ2807  ______________________________________________________________________
 JZ2807* NAD 83(1986) POSITION- 39 17 08.     (N) 085 02 21.     (W)   SCALED
 JZ2807* NAVD 88 ORTHO HEIGHT -   296.439 (meters)      972.57  (feet) ADJUSTED
 JZ2807  ______________________________________________________________________
 JZ2807  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2807  DYNAMIC HEIGHT  -        296.253 (meters)      971.96  (feet) COMP
 JZ2807  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 JZ2807
 JZ2807  VERT ORDER      -  FIRST     CLASS II
 JZ2807
 JZ2807.The horizontal coordinates were scaled from a map and have
 JZ2807.an estimated accuracy of +/- 6 seconds.
 JZ2807
 JZ2807.The orthometric height was determined by differential leveling and
 JZ2807.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2807.in June 1991.
 JZ2807
 JZ2807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2807.GEOID18 height accuracy estimate available here.
 JZ2807
 JZ2807.Click photographs - Photos may exist for this station.
 JZ2807
 JZ2807.The dynamic height is computed by dividing the NAVD 88
 JZ2807.geopotential number by the normal gravity value computed on the
 JZ2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2807.degrees latitude (g = 980.6199 gals.).
 JZ2807
 JZ2807.The modeled gravity was interpolated from observed gravity values.
 JZ2807
 JZ2807;                    North         East    Units  Estimated Accuracy
 JZ2807;SPC IN E     -   448,390.      154,140.      MT  (+/- 180 meters Scaled)
 JZ2807
 JZ2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691502(NAD 83)
 JZ2807
 JZ2807                          SUPERSEDED SURVEY CONTROL
 JZ2807
 JZ2807.No superseded survey control is available for this station.
 JZ2807
 JZ2807_MARKER: DV = VERTICAL CONTROL DISK
 JZ2807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2807_SP_SET: PIER
 JZ2807_STAMPING: V 358 1986
 JZ2807_MARK LOGO: NGS
 JZ2807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2807+STABILITY: POSITION/ELEVATION WELL
 JZ2807
 JZ2807  HISTORY     - Date     Condition        Report By
 JZ2807  HISTORY     - 1986     MONUMENTED       NGS
 JZ2807
 JZ2807                          STATION DESCRIPTION
 JZ2807
 JZ2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2807'16.2 KM (10.05 MI) EAST FROM BATESVILLE.
 JZ2807'16.2 KM (10.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2807'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, SET VERTICALLY IN THE
 JZ2807'SOUTH FACE OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF
 JZ2807'SAINT PETER ROAD OVERPASS OF THE HIGHWAY, 13.3 M (43.6 FT) SOUTH OF
 JZ2807'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 12.5 M
 JZ2807'(41.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JZ2807'HIGHWAY.
 JZ2807'THE MARK IS 1.0 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1604 ***********************************************************************
 LA1604  DESIGNATION -  V 36
 LA1604  PID         -  LA1604
 LA1604  STATE/COUNTY-  IN/GRANT
 LA1604  COUNTRY     -  US
 LA1604  USGS QUAD   -  MARION (2019)
 LA1604
 LA1604                         *CURRENT SURVEY CONTROL
 LA1604  ______________________________________________________________________
 LA1604* NAD 83(1986) POSITION- 40 32 50.     (N) 085 39 19.     (W)   SCALED
 LA1604* NAVD 88 ORTHO HEIGHT -   248.611 (meters)      815.65  (feet) ADJUSTED
 LA1604  ______________________________________________________________________
 LA1604  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 LA1604  DYNAMIC HEIGHT  -        248.484 (meters)      815.23  (feet) COMP
 LA1604  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 LA1604
 LA1604  VERT ORDER      -  FIRST     CLASS II
 LA1604
 LA1604.The horizontal coordinates were scaled from a map and have
 LA1604.an estimated accuracy of +/- 6 seconds.
 LA1604
 LA1604.The orthometric height was determined by differential leveling and
 LA1604.adjusted by the NATIONAL GEODETIC SURVEY
 LA1604.in June 1991.
 LA1604
 LA1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1604.GEOID18 height accuracy estimate available here.
 LA1604
 LA1604.Click photographs - Photos may exist for this station.
 LA1604
 LA1604.The dynamic height is computed by dividing the NAVD 88
 LA1604.geopotential number by the normal gravity value computed on the
 LA1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1604.degrees latitude (g = 980.6199 gals.).
 LA1604
 LA1604.The modeled gravity was interpolated from observed gravity values.
 LA1604
 LA1604;                    North         East    Units  Estimated Accuracy
 LA1604;SPC IN E     -   588,280.      100,970.      MT  (+/- 180 meters Scaled)
 LA1604
 LA1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1604
 LA1604                          SUPERSEDED SURVEY CONTROL
 LA1604
 LA1604  NGVD 29 (??/??/92)  248.737  (m)          816.06   (f) ADJ UNCH    1 2
 LA1604
 LA1604.Superseded values are not recommended for survey control.
 LA1604
 LA1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1604.See file dsdata.pdf to determine how the superseded data were derived.
 LA1604
 LA1604_MARKER: DB = BENCH MARK DISK
 LA1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1604_SP_SET: SWITCH CONTROL BASE
 LA1604_STAMPING: V 36 1934
 LA1604_MARK LOGO: CGS
 LA1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1604
 LA1604  HISTORY     - Date     Condition        Report By
 LA1604  HISTORY     - 1934     MONUMENTED       CGS
 LA1604  HISTORY     - 1946     GOOD             CGS
 LA1604
 LA1604                          STATION DESCRIPTION
 LA1604
 LA1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1604'AT MARION.
 LA1604'AT MARION, SET IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE
 LA1604'PENNSYLVANIA RAILROAD AND THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1604'RAILROAD, AT KENT SWITCH TOWER, 25 FEET EAST OF THE EAST RAIL OF
 LA1604'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 18 FEET SOUTH OF
 LA1604'THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD, 25.5 FEET SOUTHEAST
 LA1604'OF A TELEGRAPH POLE, AND SET IN THE EAST CORNER OF CONCRETE
 LA1604'BASE OF SWITCH CONTROL, ABOUT 0.4 FOOT BELOW THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1266 ***********************************************************************
 JA1266  DESIGNATION -  V 36
 JA1266  PID         -  JA1266
 JA1266  STATE/COUNTY-  IN/VANDERBURGH
 JA1266  COUNTRY     -  US
 JA1266  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1266
 JA1266                         *CURRENT SURVEY CONTROL
 JA1266  ______________________________________________________________________
 JA1266* NAD 83(1986) POSITION- 38 03 42.     (N) 087 30 38.     (W)   SCALED
 JA1266* NAVD 88 ORTHO HEIGHT -   120.871 (meters)      396.56  (feet) ADJUSTED
 JA1266  ______________________________________________________________________
 JA1266  GEOID HEIGHT    -        -31.206 (meters)                     GEOID18
 JA1266  DYNAMIC HEIGHT  -        120.789 (meters)      396.29  (feet) COMP
 JA1266  MODELED GRAVITY -    979,944.0   (mgal)                       NAVD 88
 JA1266
 JA1266  VERT ORDER      -  FIRST     CLASS II
 JA1266
 JA1266.The horizontal coordinates were scaled from a map and have
 JA1266.an estimated accuracy of +/- 6 seconds.
 JA1266
 JA1266.The orthometric height was determined by differential leveling and
 JA1266.adjusted by the NATIONAL GEODETIC SURVEY
 JA1266.in June 1991.
 JA1266
 JA1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1266.GEOID18 height accuracy estimate available here.
 JA1266
 JA1266.Click photographs - Photos may exist for this station.
 JA1266
 JA1266.The dynamic height is computed by dividing the NAVD 88
 JA1266.geopotential number by the normal gravity value computed on the
 JA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1266.degrees latitude (g = 980.6199 gals.).
 JA1266
 JA1266.The modeled gravity was interpolated from observed gravity values.
 JA1266
 JA1266;                    North         East    Units  Estimated Accuracy
 JA1266;SPC IN W     -   312,430.      862,510.      MT  (+/- 180 meters Scaled)
 JA1266
 JA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH552127(NAD 83)
 JA1266
 JA1266                          SUPERSEDED SURVEY CONTROL
 JA1266
 JA1266  NGVD 29 (??/??/92)  120.981  (m)          396.92   (f) ADJ UNCH    1 2
 JA1266
 JA1266.Superseded values are not recommended for survey control.
 JA1266
 JA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1266.See file dsdata.pdf to determine how the superseded data were derived.
 JA1266
 JA1266_MARKER: DB = BENCH MARK DISK
 JA1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1266_SP_SET: WINGWALL
 JA1266_STAMPING: V 36 VAN 397.34
 JA1266_MARK LOGO: INHD
 JA1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1266+STABILITY: SURFACE MOTION
 JA1266
 JA1266  HISTORY     - Date     Condition        Report By
 JA1266  HISTORY     - UNK      MONUMENTED       INHD
 JA1266  HISTORY     - 1965     GOOD             CGS
 JA1266  HISTORY     - 1985     GOOD             NGS
 JA1266  HISTORY     - 20110405 MARK NOT FOUND   BERNAR
 JA1266
 JA1266                          STATION DESCRIPTION
 JA1266
 JA1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1266'2.6 MI SW FROM DAYLIGHT.
 JA1266'ABOUT 2.65 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1266'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, IN SECTION 27, T 5 S,
 JA1266'R 10 W, AT A CONCRETE HIGHWAY BRIDGE, 0.2 MILE SOUTHWEST OF A
 JA1266'CROSSING OF THE RAILROAD AND SEIB ROAD, SET IN THE TOP OF THE
 JA1266'WEST CONCRETE WINGWALL OF THE HIGHWAY BRIDGE, 109 FEET NORTHWEST
 JA1266'ACROSS STATE HIGHWAY 57 FROM THE NORTHWEST RAIL, 20 FEET
 JA1266'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 JA1266'HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 JA1266
 JA1266                          STATION RECOVERY (1985)
 JA1266
 JA1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1266'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 JA1266'MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH JUNCTION WITH STATE
 JA1266'HIGHWAY 66 IN EVANSVILLE, THENCE 3.7 KM (2.3 MI) NORTHEASTERLY ALONG
 JA1266'STATE HIGHWAY 57.
 JA1266
 JA1266                          STATION RECOVERY (2011)
 JA1266
 JA1266'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 JA1266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1743 ***********************************************************************
 KA1743  DESIGNATION -  V 360
 KA1743  PID         -  KA1743
 KA1743  STATE/COUNTY-  IN/VERMILLION
 KA1743  COUNTRY     -  US
 KA1743  USGS QUAD   -  CLINTON (2019)
 KA1743
 KA1743                         *CURRENT SURVEY CONTROL
 KA1743  ______________________________________________________________________
 KA1743* NAD 83(1986) POSITION- 39 44 26.     (N) 087 23 53.     (W)   SCALED
 KA1743* NAVD 88 ORTHO HEIGHT -   161.251 (meters)      529.04  (feet) ADJUSTED
 KA1743  ______________________________________________________________________
 KA1743  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 KA1743  DYNAMIC HEIGHT  -        161.161 (meters)      528.74  (feet) COMP
 KA1743  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 KA1743
 KA1743  VERT ORDER      -  FIRST     CLASS II
 KA1743
 KA1743.The horizontal coordinates were scaled from a map and have
 KA1743.an estimated accuracy of +/- 6 seconds.
 KA1743
 KA1743.The orthometric height was determined by differential leveling and
 KA1743.adjusted by the NATIONAL GEODETIC SURVEY
 KA1743.in June 1991.
 KA1743
 KA1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1743.GEOID18 height accuracy estimate available here.
 KA1743
 KA1743.Click photographs - Photos may exist for this station.
 KA1743
 KA1743.The dynamic height is computed by dividing the NAVD 88
 KA1743.geopotential number by the normal gravity value computed on the
 KA1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1743.degrees latitude (g = 980.6199 gals.).
 KA1743
 KA1743.The modeled gravity was interpolated from observed gravity values.
 KA1743
 KA1743;                    North         East    Units  Estimated Accuracy
 KA1743;SPC IN W     -   498,760.      873,020.      MT  (+/- 180 meters Scaled)
 KA1743
 KA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658990(NAD 83)
 KA1743
 KA1743                          SUPERSEDED SURVEY CONTROL
 KA1743
 KA1743.No superseded survey control is available for this station.
 KA1743
 KA1743_MARKER: I = METAL ROD
 KA1743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1743_STAMPING: V 360 1986
 KA1743_MARK LOGO: NGS
 KA1743_PROJECTION: FLUSH
 KA1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1743_ROD/PIPE-DEPTH: 8.5 meters
 KA1743
 KA1743  HISTORY     - Date     Condition        Report By
 KA1743  HISTORY     - 1986     MONUMENTED       NGS
 KA1743
 KA1743                          STATION DESCRIPTION
 KA1743
 KA1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1743'10.2 KM (6.35 MI) NORTH FROM CLINTON.
 KA1743'10.2 KM (6.35 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 KA1743'WITH STATE HIGHWAY 163 IN CLINTON, 30.0 M (98.4 FT) SOUTH OF THE
 KA1743'CENTER OF A GRAVELED ROAD LEADING EAST, 28.3 M (92.8 FT) EAST OF THE
 KA1743'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT)
 KA1743'WEST-SOUTHWEST OF A FENCE CORNER, AND 1.0 M (3.3 FT) SOUTH OF A LARGE
 KA1743'UTILITY POLE WITH 3 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1743'THROUGH A 5-INCH LOGO CAP.
 KA1743'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 KA1743'THE MARK IS 5.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2104 ***********************************************************************
 LB2104  DESIGNATION -  V 361
 LB2104  PID         -  LB2104
 LB2104  STATE/COUNTY-  IN/VERMILLION
 LB2104  COUNTRY     -  US
 LB2104  USGS QUAD   -  PERRYSVILLE (2019)
 LB2104
 LB2104                         *CURRENT SURVEY CONTROL
 LB2104  ______________________________________________________________________
 LB2104* NAD 83(1986) POSITION- 40 03 12.09   (N) 087 27 09.49   (W)   HD_HELD1
 LB2104* NAVD 88 ORTHO HEIGHT -   184.170 (meters)      604.23  (feet) ADJUSTED
 LB2104  ______________________________________________________________________
 LB2104  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 LB2104  DYNAMIC HEIGHT  -        184.076 (meters)      603.92  (feet) COMP
 LB2104  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LB2104
 LB2104  VERT ORDER      -  FIRST     CLASS II
 LB2104
 LB2104.The horizontal coordinates were determined by differentially corrected
 LB2104.hand held GPS observations or other comparable positioning techniques
 LB2104.and have an estimated accuracy of +/- 3 meters.
 LB2104
 LB2104.The orthometric height was determined by differential leveling and
 LB2104.adjusted by the NATIONAL GEODETIC SURVEY
 LB2104.in June 1991.
 LB2104
 LB2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2104.GEOID18 height accuracy estimate available here.
 LB2104
 LB2104.Click photographs - Photos may exist for this station.
 LB2104
 LB2104.The dynamic height is computed by dividing the NAVD 88
 LB2104.geopotential number by the normal gravity value computed on the
 LB2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2104.degrees latitude (g = 980.6199 gals.).
 LB2104
 LB2104.The modeled gravity was interpolated from observed gravity values.
 LB2104
 LB2104;                    North         East    Units  Estimated Accuracy
 LB2104;SPC IN W     -   533,507.4     868,489.4     MT  (+/- 3 meters HH1 GPS) 
 LB2104
 LB2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6139333777(NAD 83)
 LB2104
 LB2104                          SUPERSEDED SURVEY CONTROL
 LB2104
 LB2104.No superseded survey control is available for this station.
 LB2104
 LB2104_MARKER: I = METAL ROD
 LB2104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2104_STAMPING: V 361 1986
 LB2104_MARK LOGO: NGS
 LB2104_PROJECTION: FLUSH
 LB2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2104_ROD/PIPE-DEPTH: 12.2 meters
 LB2104
 LB2104  HISTORY     - Date     Condition        Report By
 LB2104  HISTORY     - 1986     MONUMENTED       NGS
 LB2104
 LB2104                          STATION DESCRIPTION
 LB2104
 LB2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2104'11.3 KM (7.0 MI) NORTH FROM CAYUGA.
 LB2104'11.3 KM (7.0 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2104'WITH STATE HIGHWAY 234 IN CAYUGA, 43.6 M (143.0 FT) WEST OF THE
 LB2104'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 32.0 M (105.0 FT)
 LB2104'NORTH OF THE CENTERLINE OF STATE HIGHWAY 32, 19.9 M (65.3 FT)
 LB2104'NORTHEAST OF A FENCE CORNER, 14.2 M (46.6 FT) SOUTHWEST OF A FENCE
 LB2104'CORNER, AND 1.2 M (3.9 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 LB2104'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2104'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 LB2104'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3382 ***********************************************************************
 ME3382  DESIGNATION -  V 367
 ME3382  PID         -  ME3382
 ME3382  STATE/COUNTY-  IN/PORTER
 ME3382  COUNTRY     -  US
 ME3382  USGS QUAD   -  VALPARAISO (2019)
 ME3382
 ME3382                         *CURRENT SURVEY CONTROL
 ME3382  ______________________________________________________________________
 ME3382* NAD 83(1986) POSITION- 41 28 00.22   (N) 087 03 57.34   (W)   HD_HELD1
 ME3382* NAVD 88 ORTHO HEIGHT -   224.856 (meters)      737.72  (feet) ADJUSTED
 ME3382  ______________________________________________________________________
 ME3382  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME3382  DYNAMIC HEIGHT  -        224.767 (meters)      737.42  (feet) COMP
 ME3382  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 ME3382
 ME3382  VERT ORDER      -  FIRST     CLASS II
 ME3382
 ME3382.The horizontal coordinates were determined by differentially corrected
 ME3382.hand held GPS observations or other comparable positioning techniques
 ME3382.and have an estimated accuracy of +/- 3 meters.
 ME3382
 ME3382.The orthometric height was determined by differential leveling and
 ME3382.adjusted by the NATIONAL GEODETIC SURVEY
 ME3382.in April 1995.
 ME3382
 ME3382.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3382.GEOID18 height accuracy estimate available here.
 ME3382
 ME3382.Click photographs - Photos may exist for this station.
 ME3382
 ME3382.The dynamic height is computed by dividing the NAVD 88
 ME3382.geopotential number by the normal gravity value computed on the
 ME3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3382.degrees latitude (g = 980.6199 gals.).
 ME3382
 ME3382.The modeled gravity was interpolated from observed gravity values.
 ME3382
 ME3382;                    North         East    Units  Estimated Accuracy
 ME3382;SPC IN W     -   690,390.7     901,454.0     MT  (+/- 3 meters HH1 GPS) 
 ME3382
 ME3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9449490572(NAD 83)
 ME3382
 ME3382                          SUPERSEDED SURVEY CONTROL
 ME3382
 ME3382  NGVD 29 (01/19/93)  224.949  (m)          738.02   (f) ADJUSTED    1 2
 ME3382
 ME3382.Superseded values are not recommended for survey control.
 ME3382
 ME3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3382.See file dsdata.pdf to determine how the superseded data were derived.
 ME3382
 ME3382_MARKER: F = FLANGE-ENCASED ROD
 ME3382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3382_STAMPING: V 367 1992
 ME3382_MARK LOGO: NGS
 ME3382_PROJECTION: FLUSH
 ME3382_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3382+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME3382_ROD/PIPE-DEPTH: 17.1 meters
 ME3382
 ME3382  HISTORY     - Date     Condition        Report By
 ME3382  HISTORY     - 1992     MONUMENTED       NGS
 ME3382  HISTORY     - 20070803 GOOD             SCOENG
 ME3382  HISTORY     - 20210507 GOOD             IN-127
 ME3382  HISTORY     - 20240706 GOOD             USPSQD
 ME3382
 ME3382                          STATION DESCRIPTION
 ME3382
 ME3382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3382'IN VALPARAISO, AT THE INTERSECTION OF CAMPBELL STREET AND INDIANA
 ME3382'AVENUE, 14.1 M (46.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 ME3382'BUILDING (FRANKLIN HOUSE), 9.2 M (30.2 FT) SOUTH OF THE EXTENDED
 ME3382'CENTER OF THE AVENUE, 8.9 M (29.2 FT) NORTHEAST OF THE NEAR RAIL OF
 ME3382'THE CONRAIL RAILROAD, 4.5 M (14.8 FT) WEST OF AND LEVEL WITH THE
 ME3382'EXTENDED CENTER OF THE STREET, AND 1.3 M (4.3 FT) SOUTH OF UTILITY
 ME3382'POLE NUMBER 434-918.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 ME3382'5-INCH LOGO CAP.
 ME3382
 ME3382                          STATION RECOVERY (2007)
 ME3382
 ME3382'RECOVERY NOTE BY SCO ENGINEERING 2007 (AES)
 ME3382'RECOVERED AS DESCRIBED
 ME3382
 ME3382                          STATION RECOVERY (2021)
 ME3382
 ME3382'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME3382'IN VALPARAISO, AT THE INTERSECTION OF CAMPBELL ST. AND INDIANA AVENUE,
 ME3382'17.5 FT (5.3 M) WEST OF THE PROJECTED CENTERLINE OF CAMPBELL ST., 29.0
 ME3382'FT (8.8 M) SOUTH OF PROJECTED CENTERLINE OF INDIANA ST., 47.1 FT (14.4
 ME3382'M) SOUTHEAST OF THE SOUTHEAST CORNER OF 2 STORY BRICK BUILDING
 ME3382'(FRANKLIN HOUSE), 75.6 FT (23.0 M) WEST OF THE NORTHWEST CORNER OF
 ME3382'BLOCK FOUNDATION OF BUILDING, 28.8 FT (8.8 M) NORTH OF NORTHERN MOST
 ME3382'RAILROAD RAIL, 3.5 FT (1.1 M) SOUTH OF SOUTH FACE UTILITY POLE 434
 ME3382'918, NEXT TO AND 4 INCHES (10 CM) BELOW SIDEWALK.  STATION IS A STEEL
 ME3382'ROD INSIDE OF HANDHOLE.
 ME3382
 ME3382                          STATION RECOVERY (2024)
 ME3382
 ME3382'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME3382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7527 ***********************************************************************
 DR7527  DESIGNATION -  V 375
 DR7527  PID         -  DR7527
 DR7527  STATE/COUNTY-  IN/LAGRANGE
 DR7527  COUNTRY     -  US
 DR7527  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7527
 DR7527                         *CURRENT SURVEY CONTROL
 DR7527  ______________________________________________________________________
 DR7527* NAD 83(1986) POSITION- 41 39 12.79   (N) 085 34 23.00   (W)   HD_HELD1
 DR7527* NAVD 88 ORTHO HEIGHT -   273.490 (meters)      897.28  (feet) ADJUSTED
 DR7527  ______________________________________________________________________
 DR7527  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 DR7527  DYNAMIC HEIGHT  -        273.385 (meters)      896.93  (feet) COMP
 DR7527  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 DR7527
 DR7527  VERT ORDER      -  SECOND    CLASS I
 DR7527
 DR7527.The horizontal coordinates were determined by differentially corrected
 DR7527.hand held GPS observations or other comparable positioning techniques
 DR7527.and have an estimated accuracy of +/- 3 meters.
 DR7527
 DR7527.The orthometric height was determined by differential leveling and
 DR7527.adjusted by the NATIONAL GEODETIC SURVEY
 DR7527.in March 2022.
 DR7527
 DR7527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7527.GEOID18 height accuracy estimate available here.
 DR7527
 DR7527.Click photographs - Photos may exist for this station.
 DR7527
 DR7527.The dynamic height is computed by dividing the NAVD 88
 DR7527.geopotential number by the normal gravity value computed on the
 DR7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7527.degrees latitude (g = 980.6199 gals.).
 DR7527
 DR7527.The modeled gravity was interpolated from observed gravity values.
 DR7527
 DR7527;                    North         East    Units  Estimated Accuracy
 DR7527;SPC IN E     -   711,143.7     107,797.4     MT  (+/- 3 meters HH1 GPS) 
 DR7527
 DR7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1881612295(NAD 83)
 DR7527
 DR7527                          SUPERSEDED SURVEY CONTROL
 DR7527
 DR7527.No superseded survey control is available for this station.
 DR7527
 DR7527_MARKER: F = FLANGE-ENCASED ROD
 DR7527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7527_STAMPING: V 375 2018
 DR7527_MARK LOGO: NONE
 DR7527_PROJECTION: RECESSED 8 CENTIMETERS
 DR7527_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7527+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 DR7527_ROD/PIPE-DEPTH: 8.1 meters
 DR7527_SLEEVE-DEPTH  : 0.9 meters
 DR7527
 DR7527  HISTORY     - Date     Condition        Report By
 DR7527  HISTORY     - 20180613 MONUMENTED       INDOT
 DR7527
 DR7527                          STATION DESCRIPTION
 DR7527
 DR7527'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7527'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF TOPEKA,
 DR7527'7.0 MI (11.3 KM) EAST-SOUTHEAST OF MIDDLEBURY AND 1.4 MI (2.3 KM)
 DR7527'SOUTH-SOUTHEAST OF SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7527'
 DR7527'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7527'TRAVEL EAST AND SOUTHEAST 0.39 MI (0.63 KM) ALONG U.S. HIGHWAY 20 TO
 DR7527'THE MONUMENT ON THE RIGHT (SOUTHWEST) SIDE OF THE ROAD, LOCATED NEAR
 DR7527'THE WEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7527'ROAD WEST 75 NORTH.
 DR7527'
 DR7527'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 35 FT (10.7 M)
 DR7527'SOUTHWEST OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 115 FT
 DR7527'(35.1 M) NORTHWEST OF THE COUNTY ROAD WEST 75 NORTH CENTERLINE.  IT IS
 DR7527'LOCATED 51.21 FT (15.6 M) NORTH WEST OF THE NORTH CORNER OF A CONCRETE
 DR7527'R.W. MARKER, 24.48 FT (7.5 M) NORTH-NORTHEAST OF A MAG NAIL SET IN THE
 DR7527'NORTH FACE OF THE THIRD FENCE POST WEST OF THE CORNER POST, 46.10 FT
 DR7527'(14.1 M) EAST-NORTHEAST OF THE EAST CORNER OF A CONCRETE R.W. MARKER
 DR7527'AND 80.98 FT (24.7 M) EAST OF A MAG NAIL SET IN THE NORTH FACE OF THE
 DR7527'NINTH FENCE POST WEST OF THE CORNER POST.
 DR7527'
 DR7527'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7527'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7551 ***********************************************************************
 DR7551  DESIGNATION -  V 376
 DR7551  PID         -  DR7551
 DR7551  STATE/COUNTY-  IN/STEUBEN
 DR7551  COUNTRY     -  US
 DR7551  USGS QUAD   -  ORLAND (2019)
 DR7551
 DR7551                         *CURRENT SURVEY CONTROL
 DR7551  ______________________________________________________________________
 DR7551* NAD 83(1986) POSITION- 41 38 41.08   (N) 085 10 29.72   (W)   HD_HELD1
 DR7551* NAVD 88 ORTHO HEIGHT -   287.941 (meters)      944.69  (feet) ADJUSTED
 DR7551  ______________________________________________________________________
 DR7551  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 DR7551  DYNAMIC HEIGHT  -        287.831 (meters)      944.33  (feet) COMP
 DR7551  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 DR7551
 DR7551  VERT ORDER      -  SECOND    CLASS I
 DR7551
 DR7551.The horizontal coordinates were determined by differentially corrected
 DR7551.hand held GPS observations or other comparable positioning techniques
 DR7551.and have an estimated accuracy of +/- 3 meters.
 DR7551
 DR7551.The orthometric height was determined by differential leveling and
 DR7551.adjusted by the NATIONAL GEODETIC SURVEY
 DR7551.in March 2022.
 DR7551
 DR7551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7551.GEOID18 height accuracy estimate available here.
 DR7551
 DR7551.Click photographs - Photos may exist for this station.
 DR7551
 DR7551.The dynamic height is computed by dividing the NAVD 88
 DR7551.geopotential number by the normal gravity value computed on the
 DR7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7551.degrees latitude (g = 980.6199 gals.).
 DR7551
 DR7551.The modeled gravity was interpolated from observed gravity values.
 DR7551
 DR7551;                    North         East    Units  Estimated Accuracy
 DR7551;SPC IN E     -   710,278.0     140,965.9     MT  (+/- 3 meters HH1 GPS) 
 DR7551
 DR7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5198911942(NAD 83)
 DR7551
 DR7551                          SUPERSEDED SURVEY CONTROL
 DR7551
 DR7551.No superseded survey control is available for this station.
 DR7551
 DR7551_MARKER: DD = SURVEY DISK
 DR7551_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7551+WITH SETTING: PAVEMENT
 DR7551_SP_SET: TRAFFIC POLE BASE
 DR7551_STAMPING: 2018 V 376
 DR7551_MARK LOGO: INDOT
 DR7551_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7551+STABILITY: SURFACE MOTION
 DR7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7551+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DR7551
 DR7551  HISTORY     - Date     Condition        Report By
 DR7551  HISTORY     - 20180710 MONUMENTED       INDOT
 DR7551
 DR7551                          STATION DESCRIPTION
 DR7551
 DR7551'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7551'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF MONGO, 5.9
 DR7551'MI (9.5 KM) SOUTH OF ORLAND AND 4.6 MI (7.4 KM) NORTH-NORTHEAST OF
 DR7551'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7551'
 DR7551'LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY
 DR7551'20 AND STATE ROAD 327.
 DR7551'
 DR7551'THE STATION IS ON THE SOUTH CORNER OF A TRAFFIC POLE BASE, 47.5 FT
 DR7551'(14.5 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 327 AND
 DR7551'APPROXIMATELY 32 FT (9.8 M) NORTH OF THE U.S. HIGHWAY 20 CENTERLINE.
 DR7551'IT IS LOCATED 2.80 FT (0.9 M) NORTHEAST OF THE WEST CORNER OF A
 DR7551'CONCRETE SIGNAL POLE BASE, 47.45 FT (14.5 M) EAST OF A MAG NAIL SET IN
 DR7551'POWER POLE 497-139 AND 146.58 FT (44.7 M) SOUTH OF A MAG NAIL SET IN
 DR7551'POWER POLE (NO NUMBER).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7575 ***********************************************************************
 DR7575  DESIGNATION -  V 377
 DR7575  PID         -  DR7575
 DR7575  STATE/COUNTY-  IN/NOBLE
 DR7575  COUNTRY     -  US
 DR7575  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7575
 DR7575                         *CURRENT SURVEY CONTROL
 DR7575  ______________________________________________________________________
 DR7575* NAD 83(1986) POSITION- 41 31 30.18   (N) 085 16 17.76   (W)   HD_HELD1
 DR7575* NAVD 88 ORTHO HEIGHT -   294.524 (meters)      966.28  (feet) ADJUSTED
 DR7575  ______________________________________________________________________
 DR7575  GEOID HEIGHT    -        -33.157 (meters)                     GEOID18
 DR7575  DYNAMIC HEIGHT  -        294.408 (meters)      965.90  (feet) COMP
 DR7575  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 DR7575
 DR7575  VERT ORDER      -  SECOND    CLASS I
 DR7575
 DR7575.The horizontal coordinates were determined by differentially corrected
 DR7575.hand held GPS observations or other comparable positioning techniques
 DR7575.and have an estimated accuracy of +/- 3 meters.
 DR7575
 DR7575.The orthometric height was determined by differential leveling and
 DR7575.adjusted by the NATIONAL GEODETIC SURVEY
 DR7575.in March 2022.
 DR7575
 DR7575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7575.GEOID18 height accuracy estimate available here.
 DR7575
 DR7575.Click photographs - Photos may exist for this station.
 DR7575
 DR7575.The dynamic height is computed by dividing the NAVD 88
 DR7575.geopotential number by the normal gravity value computed on the
 DR7575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7575.degrees latitude (g = 980.6199 gals.).
 DR7575
 DR7575.The modeled gravity was interpolated from observed gravity values.
 DR7575
 DR7575;                    North         East    Units  Estimated Accuracy
 DR7575;SPC IN E     -   696,943.1     132,972.8     MT  (+/- 3 meters HH1 GPS) 
 DR7575
 DR7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4420498487(NAD 83)
 DR7575
 DR7575                          SUPERSEDED SURVEY CONTROL
 DR7575
 DR7575.No superseded survey control is available for this station.
 DR7575
 DR7575_MARKER: F = FLANGE-ENCASED ROD
 DR7575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7575_STAMPING: V 377 2018
 DR7575_MARK LOGO: NONE
 DR7575_PROJECTION: RECESSED 8 CENTIMETERS
 DR7575_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7575+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 DR7575_ROD/PIPE-DEPTH: 33.5 meters
 DR7575_SLEEVE-DEPTH  : 0.9 meters
 DR7575
 DR7575  HISTORY     - Date     Condition        Report By
 DR7575  HISTORY     - 20180725 MONUMENTED       INDOT
 DR7575
 DR7575                          STATION DESCRIPTION
 DR7575
 DR7575'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7575'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF KENDALLVILLE, 5.4
 DR7575'MI (8.7 KM) SOUTHWEST OF STROH AND 4.9 MI (7.9 KM) EAST OF
 DR7575'WOLCOTTVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7575'
 DR7575'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7575'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 5.13 MI (8.25 KM)
 DR7575'ALONG STATE ROAD 3 TO THE MONUMENT ON THE LEFT (WEST) SIDE OF THE
 DR7575'ROAD, LOCATED ON THE OPPOSITE SIDE OF THE ROAD FROM (AND BETWEEN)
 DR7575'11956 STATE ROAD 3 AND 11930 STATE ROAD 3.
 DR7575'
 DR7575'THE STATION IS FLUSH WITH THE GROUND, 34.5 FT (10.5 M) WEST OF THE
 DR7575'APPROXIMATE ROAD CENTERLINE AND APPROXIMATELY 75 FT (22.9 M) NORTH OF
 DR7575'THE CENTERLINE OF THE PRIVATE DRIVE FOR 11930 STATE ROAD 3.  IT IS
 DR7575'LOCATED, 49.37 FT (15.0 M) EAST OF THE SOUTHEAST CORNER OF A SMALL
 DR7575'BARN, 79.75 (24.3) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN
 DR7575'AND 79.33 (24.2 M) WEST-SOUTHWEST OF A MAG NAIL SET IN POWER POLE
 DR7575'20747.
 DR7575'
 DR7575'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7575'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0817 ***********************************************************************
 LA0817  DESIGNATION -  V 38
 LA0817  PID         -  LA0817
 LA0817  STATE/COUNTY-  IN/WELLS
 LA0817  COUNTRY     -  US
 LA0817  USGS QUAD   -  PETROLEUM (2019)
 LA0817
 LA0817                         *CURRENT SURVEY CONTROL
 LA0817  ______________________________________________________________________
 LA0817* NAD 83(1986) POSITION- 40 34 46.     (N) 085 08 59.     (W)   SCALED
 LA0817* NAVD 88 ORTHO HEIGHT -   270.437 (meters)      887.26  (feet) ADJUSTED
 LA0817  ______________________________________________________________________
 LA0817  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 LA0817  DYNAMIC HEIGHT  -        270.303 (meters)      886.82  (feet) COMP
 LA0817  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 LA0817
 LA0817  VERT ORDER      -  SECOND    CLASS 0
 LA0817
 LA0817.The horizontal coordinates were scaled from a map and have
 LA0817.an estimated accuracy of +/- 6 seconds.
 LA0817
 LA0817.The orthometric height was determined by differential leveling and
 LA0817.adjusted by the NATIONAL GEODETIC SURVEY
 LA0817.in June 1991.
 LA0817
 LA0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0817.GEOID18 height accuracy estimate available here.
 LA0817
 LA0817.Click photographs - Photos may exist for this station.
 LA0817
 LA0817.The dynamic height is computed by dividing the NAVD 88
 LA0817.geopotential number by the normal gravity value computed on the
 LA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0817.degrees latitude (g = 980.6199 gals.).
 LA0817
 LA0817.The modeled gravity was interpolated from observed gravity values.
 LA0817
 LA0817;                    North         East    Units  Estimated Accuracy
 LA0817;SPC IN E     -   591,990.      143,770.      MT  (+/- 180 meters Scaled)
 LA0817
 LA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK566937(NAD 83)
 LA0817
 LA0817                          SUPERSEDED SURVEY CONTROL
 LA0817
 LA0817  NGVD 29 (??/??/92)  270.573  (m)          887.70   (f) ADJ UNCH    2 0
 LA0817
 LA0817.Superseded values are not recommended for survey control.
 LA0817
 LA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0817.See file dsdata.pdf to determine how the superseded data were derived.
 LA0817
 LA0817_MARKER: DB = BENCH MARK DISK
 LA0817_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0817_SP_SET: CULVERT HEADWALL
 LA0817_STAMPING: V 38 1934
 LA0817_MARK LOGO: CGS
 LA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0817+STABILITY: SURFACE MOTION
 LA0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0817+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 LA0817
 LA0817  HISTORY     - Date     Condition        Report By
 LA0817  HISTORY     - 1934     MONUMENTED       CGS
 LA0817  HISTORY     - 1968     GOOD             CGS
 LA0817  HISTORY     - 20190920 GOOD             INDIV
 LA0817
 LA0817                          STATION DESCRIPTION
 LA0817
 LA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0817'2.8 MI SSW FROM LIBERTY CENTER.
 LA0817'IN WELLS COUNTY, 5.9 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE
 LA0817'POST OFFICE AT PENNVILLE, JAY COUNTY, 0.1 MILE SOUTH OF THE
 LA0817'CROSSROADS AT NOTTINGHAM, 201 FEET NORTH OF THE CITY LIMITS SIGN,
 LA0817'6.5 FEET SOUTH OF A CHURCH ZONE SIGN, AT A 15-INCH PIPE CULVERT,
 LA0817'IN THE TOP OF THE EAST CONCRETE HEADWALL, 20 FEET EAST OF THE
 LA0817'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 LA0817'STANDARD DISK, STAMPED V 38 1934.  NOTE-- THIS MARK WAS
 LA0817'ESTABLISHED AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 LA0817'NOTTINGHAM.
 LA0817
 LA0817                          STATION RECOVERY (2019)
 LA0817
 LA0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MFM)
 LA0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1295 ***********************************************************************
 LA1295  DESIGNATION -  V 4
 LA1295  PID         -  LA1295
 LA1295  STATE/COUNTY-  IN/MADISON
 LA1295  COUNTRY     -  US
 LA1295  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1295
 LA1295                         *CURRENT SURVEY CONTROL
 LA1295  ______________________________________________________________________
 LA1295* NAD 83(1986) POSITION- 40 11 37.     (N) 085 40 49.     (W)   SCALED
 LA1295* NAVD 88 ORTHO HEIGHT -   272.396 (meters)      893.69  (feet) ADJUSTED
 LA1295  ______________________________________________________________________
 LA1295  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 LA1295  DYNAMIC HEIGHT  -        272.251 (meters)      893.21  (feet) COMP
 LA1295  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 LA1295
 LA1295  VERT ORDER      -  FIRST     CLASS II
 LA1295
 LA1295.The horizontal coordinates were scaled from a map and have
 LA1295.an estimated accuracy of +/- 6 seconds.
 LA1295
 LA1295.The orthometric height was determined by differential leveling and
 LA1295.adjusted by the NATIONAL GEODETIC SURVEY
 LA1295.in June 1991.
 LA1295
 LA1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1295.GEOID18 height accuracy estimate available here.
 LA1295
 LA1295.Click photographs - Photos may exist for this station.
 LA1295
 LA1295.The dynamic height is computed by dividing the NAVD 88
 LA1295.geopotential number by the normal gravity value computed on the
 LA1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1295.degrees latitude (g = 980.6199 gals.).
 LA1295
 LA1295.The modeled gravity was interpolated from observed gravity values.
 LA1295
 LA1295;                    North         East    Units  Estimated Accuracy
 LA1295;SPC IN E     -   549,020.       98,840.      MT  (+/- 180 meters Scaled)
 LA1295
 LA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK123500(NAD 83)
 LA1295
 LA1295                          SUPERSEDED SURVEY CONTROL
 LA1295
 LA1295  NGVD 29 (??/??/92)  272.537  (m)          894.15   (f) ADJ UNCH    1 2
 LA1295
 LA1295.Superseded values are not recommended for survey control.
 LA1295
 LA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1295.See file dsdata.pdf to determine how the superseded data were derived.
 LA1295
 LA1295_MARKER: DB = BENCH MARK DISK
 LA1295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1295_SP_SET: PLATFORM
 LA1295_STAMPING: V 4 ELEV 894.185 FT
 LA1295_MARK LOGO: CGS
 LA1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1295
 LA1295  HISTORY     - Date     Condition        Report By
 LA1295  HISTORY     - 1916     MONUMENTED       CGS
 LA1295  HISTORY     - 1946     GOOD             CGS
 LA1295  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1295
 LA1295                          STATION DESCRIPTION
 LA1295
 LA1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1295'AT LINWOOD.
 LA1295'AT LINWOOD, ALONG THE NEW YORK CENTRAL RAILROAD, SET IN THE TOP
 LA1295'OF THE CONCRETE PLATFORM AT THE SOUTH ENTRANCE TO THE I.G.A.
 LA1295'STORE, 146 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 25
 LA1295'FEET NORTH OF THE CENTER LINE OF A BLACK TOP ROAD, 8 FEET EAST
 LA1295'OF THE SOUTHEAST CORNER OF THE STORE BUILDING, AND ABOUT LEVEL
 LA1295'WITH THE STREET.  NOTE-- MARK IS SET SO NEAR THE DOOR WAY THAT
 LA1295'IT IS CONTINUALLY WALKED ON.  THE PLATFORM IN FRONT OF THE STORE
 LA1295'DOES NOT APPEAR TO BE TOO GOOD A STRUCTURE AND THERE FORE IS
 LA1295'PROBABLY NOT TOO SOLID.
 LA1295
 LA1295                          STATION RECOVERY (2023)
 LA1295
 LA1295'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1726 ***********************************************************************
 JZ1726  DESIGNATION -  V 40
 JZ1726  PID         -  JZ1726
 JZ1726  STATE/COUNTY-  IN/WAYNE
 JZ1726  COUNTRY     -  US
 JZ1726  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1726
 JZ1726                         *CURRENT SURVEY CONTROL
 JZ1726  ______________________________________________________________________
 JZ1726* NAD 83(1986) POSITION- 39 54 15.95   (N) 085 09 37.77   (W)   HD_HELD1
 JZ1726* NAVD 88 ORTHO HEIGHT -   300.132 (meters)      984.68  (feet) ADJUSTED
 JZ1726  ______________________________________________________________________
 JZ1726  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 JZ1726  DYNAMIC HEIGHT  -        299.960 (meters)      984.12  (feet) COMP
 JZ1726  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 JZ1726
 JZ1726  VERT ORDER      -  SECOND    CLASS 0
 JZ1726
 JZ1726.The horizontal coordinates were determined by differentially corrected
 JZ1726.hand held GPS observations or other comparable positioning techniques
 JZ1726.and have an estimated accuracy of +/- 3 meters.
 JZ1726
 JZ1726.The orthometric height was determined by differential leveling and
 JZ1726.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1726.in June 1991.
 JZ1726
 JZ1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1726.GEOID18 height accuracy estimate available here.
 JZ1726
 JZ1726.Click photographs - Photos may exist for this station.
 JZ1726
 JZ1726.The dynamic height is computed by dividing the NAVD 88
 JZ1726.geopotential number by the normal gravity value computed on the
 JZ1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1726.degrees latitude (g = 980.6199 gals.).
 JZ1726
 JZ1726.The modeled gravity was interpolated from observed gravity values.
 JZ1726
 JZ1726;                    North         East    Units  Estimated Accuracy
 JZ1726;SPC IN E     -   517,029.2     143,283.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1726
 JZ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5724318769(NAD 83)
 JZ1726
 JZ1726                          SUPERSEDED SURVEY CONTROL
 JZ1726
 JZ1726  NGVD 29 (??/??/92)  300.272  (m)          985.14   (f) ADJ UNCH    2 0
 JZ1726
 JZ1726.Superseded values are not recommended for survey control.
 JZ1726
 JZ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1726.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1726
 JZ1726_MARKER: DB = BENCH MARK DISK
 JZ1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1726_SP_SET: BRIDGE
 JZ1726_STAMPING: 985.142 V 40 1934
 JZ1726_MARK LOGO: CGS
 JZ1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1726+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 JZ1726
 JZ1726  HISTORY     - Date     Condition        Report By
 JZ1726  HISTORY     - 1934     MONUMENTED       CGS
 JZ1726  HISTORY     - 1955     GOOD             CGS
 JZ1726  HISTORY     - 20180821 GOOD             MCA
 JZ1726  HISTORY     - 20230719 GOOD             INDOT
 JZ1726
 JZ1726                          STATION DESCRIPTION
 JZ1726
 JZ1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JZ1726'AT HAGERSTOWN, WAYNE COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.1
 JZ1726'MILE EAST OF THE STATION, AT THE NORTHWEST CORNER OF BRIDGE
 JZ1726'90+17, IN THE TOP OF THE CONCRETE WING WALL, 19.5 FEET NORTH
 JZ1726'OF THE NORTH RAIL, AND 4-1/2 FEET LOWER THAN THE TRACK.  A
 JZ1726'STANDARD DISK, STAMPED 985.142 V 40 1934.
 JZ1726
 JZ1726                          STATION RECOVERY (2018)
 JZ1726
 JZ1726'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1726'RECOVERED IN GOOD CONDITION.
 JZ1726
 JZ1726                          STATION RECOVERY (2023)
 JZ1726
 JZ1726'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1419 ***********************************************************************
 LA1419  DESIGNATION -  V 41
 LA1419  PID         -  LA1419
 LA1419  STATE/COUNTY-  IN/MADISON
 LA1419  COUNTRY     -  US
 LA1419  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1419
 LA1419                         *CURRENT SURVEY CONTROL
 LA1419  ______________________________________________________________________
 LA1419* NAD 83(1986) POSITION- 40 05 24.     (N) 085 38 58.     (W)   SCALED
 LA1419* NAVD 88 ORTHO HEIGHT -   275.817 (meters)      904.91  (feet) ADJUSTED
 LA1419  ______________________________________________________________________
 LA1419  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 LA1419  DYNAMIC HEIGHT  -        275.669 (meters)      904.42  (feet) COMP
 LA1419  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 LA1419
 LA1419  VERT ORDER      -  SECOND    CLASS 0
 LA1419
 LA1419.The horizontal coordinates were scaled from a map and have
 LA1419.an estimated accuracy of +/- 6 seconds.
 LA1419
 LA1419.The orthometric height was determined by differential leveling and
 LA1419.adjusted by the NATIONAL GEODETIC SURVEY
 LA1419.in June 1991.
 LA1419
 LA1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1419.GEOID18 height accuracy estimate available here.
 LA1419
 LA1419.Click photographs - Photos may exist for this station.
 LA1419
 LA1419.The dynamic height is computed by dividing the NAVD 88
 LA1419.geopotential number by the normal gravity value computed on the
 LA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1419.degrees latitude (g = 980.6199 gals.).
 LA1419
 LA1419.The modeled gravity was interpolated from observed gravity values.
 LA1419
 LA1419;                    North         East    Units  Estimated Accuracy
 LA1419;SPC IN E     -   537,510.      101,470.      MT  (+/- 180 meters Scaled)
 LA1419
 LA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151386(NAD 83)
 LA1419
 LA1419                          SUPERSEDED SURVEY CONTROL
 LA1419
 LA1419  NGVD 29 (??/??/92)  275.955  (m)          905.36   (f) ADJ UNCH    2 0
 LA1419
 LA1419.Superseded values are not recommended for survey control.
 LA1419
 LA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1419.See file dsdata.pdf to determine how the superseded data were derived.
 LA1419
 LA1419_MARKER: DB = BENCH MARK DISK
 LA1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1419_STAMPING: V 41 1934
 LA1419_MARK LOGO: CGS
 LA1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1419+STABILITY: SURFACE MOTION
 LA1419
 LA1419  HISTORY     - Date     Condition        Report By
 LA1419  HISTORY     - 1934     MONUMENTED       CGS
 LA1419  HISTORY     - 1947     GOOD             CGS
 LA1419
 LA1419                          STATION DESCRIPTION
 LA1419
 LA1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1419'1.8 MI E FROM ANDERSON.
 LA1419'1.8 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1419'LOUIS RAILWAY FROM THE STATION AT ANDERSON, MADISON COUNTY, AT THE
 LA1419'CROSSING OF THE LOUISVILLE AND SOUTH BEND BRANCH LINE, ABOUT 100
 LA1419'YARDS NORTHEAST OF THE GRIDLEY SIGNAL TOWER, 26.3 FEET SOUTHEAST
 LA1419'OF POLE 245/42, 31.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 LA1419'18.1 FEET NORTHWEST OF A PROPERTY-LINE MARKER, AND ABOUT 1/2 FOOT
 LA1419'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 41 1934 AND SET
 LA1419'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2388 ***********************************************************************
 JZ2388  DESIGNATION -  V 43
 JZ2388  PID         -  JZ2388
 JZ2388  STATE/COUNTY-  IN/RUSH
 JZ2388  COUNTRY     -  US
 JZ2388  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2388
 JZ2388                         *CURRENT SURVEY CONTROL
 JZ2388  ______________________________________________________________________
 JZ2388* NAD 83(1986) POSITION- 39 47 17.     (N) 085 32 17.     (W)   SCALED
 JZ2388* NAVD 88 ORTHO HEIGHT -   276.749 (meters)      907.97  (feet) ADJUSTED
 JZ2388  ______________________________________________________________________
 JZ2388  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 JZ2388  DYNAMIC HEIGHT  -        276.590 (meters)      907.45  (feet) COMP
 JZ2388  MODELED GRAVITY -    980,046.9   (mgal)                       NAVD 88
 JZ2388
 JZ2388  VERT ORDER      -  SECOND    CLASS 0
 JZ2388
 JZ2388.The horizontal coordinates were scaled from a map and have
 JZ2388.an estimated accuracy of +/- 6 seconds.
 JZ2388
 JZ2388.The orthometric height was determined by differential leveling and
 JZ2388.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2388.in June 1991.
 JZ2388
 JZ2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2388.GEOID18 height accuracy estimate available here.
 JZ2388
 JZ2388.Click photographs - Photos may exist for this station.
 JZ2388
 JZ2388.The dynamic height is computed by dividing the NAVD 88
 JZ2388.geopotential number by the normal gravity value computed on the
 JZ2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2388.degrees latitude (g = 980.6199 gals.).
 JZ2388
 JZ2388.The modeled gravity was interpolated from observed gravity values.
 JZ2388
 JZ2388;                    North         East    Units  Estimated Accuracy
 JZ2388;SPC IN E     -   503,990.      111,020.      MT  (+/- 180 meters Scaled)
 JZ2388
 JZ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK251052(NAD 83)
 JZ2388
 JZ2388                          SUPERSEDED SURVEY CONTROL
 JZ2388
 JZ2388  NGVD 29 (??/??/92)  276.876  (m)          908.38   (f) ADJ UNCH    2 0
 JZ2388
 JZ2388.Superseded values are not recommended for survey control.
 JZ2388
 JZ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2388.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2388
 JZ2388_MARKER: DB = BENCH MARK DISK
 JZ2388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2388_SP_SET: SIGNAL BASE
 JZ2388_STAMPING: V 43 1934
 JZ2388_MARK LOGO: CGS
 JZ2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2388
 JZ2388  HISTORY     - Date     Condition        Report By
 JZ2388  HISTORY     - 1934     MONUMENTED       CGS
 JZ2388  HISTORY     - 20230213 MARK NOT FOUND   INDOT
 JZ2388
 JZ2388                          STATION DESCRIPTION
 JZ2388
 JZ2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2388'0.9 MI S FROM KNIGHTSTOWN.
 JZ2388'IN RUSH COUNTY, 0.9 MILE SOUTH ALONG THE CLEVELAND, CINCINNATI,
 JZ2388'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN,
 JZ2388'HENRY COUNTY, 3 RAILS WEST OF MILEPOST ST. J 189, IN THE SOUTHWEST
 JZ2388'ANGLE OF A DIRT-ROAD CROSSING BELOW THE PENNSYLVANIA RAILROAD
 JZ2388'EMBANKMENT, 12.5 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF
 JZ2388'AN ABANDONED CONCRETE SIGNAL BASE, AND ABOUT 1-1/2 FEET HIGHER
 JZ2388'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED V 43 1934.
 JZ2388
 JZ2388                          STATION RECOVERY (2023)
 JZ2388
 JZ2388'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1141 ***********************************************************************
 JZ1141  DESIGNATION -  V 44
 JZ1141  PID         -  JZ1141
 JZ1141  STATE/COUNTY-  IN/WAYNE
 JZ1141  COUNTRY     -  US
 JZ1141  USGS QUAD   -  RICHMOND (2019)
 JZ1141
 JZ1141                         *CURRENT SURVEY CONTROL
 JZ1141  ______________________________________________________________________
 JZ1141* NAD 83(1986) POSITION- 39 50 37.     (N) 084 55 00.     (W)   SCALED
 JZ1141* NAVD 88 ORTHO HEIGHT -   301.831 (meters)      990.26  (feet) ADJUSTED
 JZ1141  ______________________________________________________________________
 JZ1141  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 JZ1141  DYNAMIC HEIGHT  -        301.656 (meters)      989.68  (feet) COMP
 JZ1141  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 JZ1141
 JZ1141  VERT ORDER      -  SECOND    CLASS 0
 JZ1141
 JZ1141.The horizontal coordinates were scaled from a map and have
 JZ1141.an estimated accuracy of +/- 6 seconds.
 JZ1141
 JZ1141.The orthometric height was determined by differential leveling and
 JZ1141.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1141.in June 1991.
 JZ1141
 JZ1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1141.GEOID18 height accuracy estimate available here.
 JZ1141
 JZ1141.Click photographs - Photos may exist for this station.
 JZ1141
 JZ1141.The dynamic height is computed by dividing the NAVD 88
 JZ1141.geopotential number by the normal gravity value computed on the
 JZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1141.degrees latitude (g = 980.6199 gals.).
 JZ1141
 JZ1141.The modeled gravity was interpolated from observed gravity values.
 JZ1141
 JZ1141;                    North         East    Units  Estimated Accuracy
 JZ1141;SPC IN E     -   510,420.      164,190.      MT  (+/- 180 meters Scaled)
 JZ1141
 JZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK782124(NAD 83)
 JZ1141
 JZ1141                          SUPERSEDED SURVEY CONTROL
 JZ1141
 JZ1141  NGVD 29 (??/??/92)  301.977  (m)          990.74   (f) ADJ UNCH    2 0
 JZ1141
 JZ1141.Superseded values are not recommended for survey control.
 JZ1141
 JZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1141.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1141
 JZ1141_MARKER: DB = BENCH MARK DISK
 JZ1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1141_SP_SET: BRIDGE
 JZ1141_STAMPING: V 44 1934
 JZ1141_MARK LOGO: CGS
 JZ1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1141
 JZ1141  HISTORY     - Date     Condition        Report By
 JZ1141  HISTORY     - 1934     MONUMENTED       CGS
 JZ1141  HISTORY     - 1946     GOOD             CGS
 JZ1141
 JZ1141                          STATION DESCRIPTION
 JZ1141
 JZ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JZ1141'1.6 MI NW FROM RICHMOND.
 JZ1141'1.6 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1141'STATION AT RICHMOND, WAYNE COUNTY, 7 RAILS EAST OF A DIRT ROAD
 JZ1141'CROSSING, AT BRIDGE 76/15, IN THE TOP OF THE NORTHWEST CORNER,
 JZ1141'9.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN
 JZ1141'THE RAIL.  A STANDARD DISK, STAMPED V 44 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1575 ***********************************************************************
 JA1575  DESIGNATION -  V 446
 JA1575  PID         -  JA1575
 JA1575  STATE/COUNTY-  IN/PIKE
 JA1575  COUNTRY     -  US
 JA1575  USGS QUAD   -  SANDY HOOK (2019)
 JA1575
 JA1575                         *CURRENT SURVEY CONTROL
 JA1575  ______________________________________________________________________
 JA1575* NAD 83(1986) POSITION- 38 32 18.     (N) 087 13 25.     (W)   SCALED
 JA1575* NAVD 88 ORTHO HEIGHT -   135.239 (meters)      443.70  (feet) ADJUSTED
 JA1575  ______________________________________________________________________
 JA1575  GEOID HEIGHT    -        -32.144 (meters)                     GEOID18
 JA1575  DYNAMIC HEIGHT  -        135.151 (meters)      443.41  (feet) COMP
 JA1575  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA1575
 JA1575  VERT ORDER      -  FIRST     CLASS II
 JA1575
 JA1575.The horizontal coordinates were scaled from a map and have
 JA1575.an estimated accuracy of +/- 6 seconds.
 JA1575
 JA1575.The orthometric height was determined by differential leveling and
 JA1575.adjusted by the NATIONAL GEODETIC SURVEY
 JA1575.in June 1991.
 JA1575
 JA1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1575.GEOID18 height accuracy estimate available here.
 JA1575
 JA1575.Click photographs - Photos may exist for this station.
 JA1575
 JA1575.The dynamic height is computed by dividing the NAVD 88
 JA1575.geopotential number by the normal gravity value computed on the
 JA1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1575.degrees latitude (g = 980.6199 gals.).
 JA1575
 JA1575.The modeled gravity was interpolated from observed gravity values.
 JA1575
 JA1575;                    North         East    Units  Estimated Accuracy
 JA1575;SPC IN W     -   365,260.      887,770.      MT  (+/- 180 meters Scaled)
 JA1575
 JA1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH805655(NAD 83)
 JA1575
 JA1575                          SUPERSEDED SURVEY CONTROL
 JA1575
 JA1575.No superseded survey control is available for this station.
 JA1575
 JA1575_MARKER: DB = BENCH MARK DISK
 JA1575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1575_SP_SET: BRIDGE ABUTMENT
 JA1575_STAMPING: V 446 PIK 444.08
 JA1575_MARK LOGO: INHD
 JA1575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1575+STABILITY: POSITION/ELEVATION WELL
 JA1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1575+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2008
 JA1575
 JA1575  HISTORY     - Date     Condition        Report By
 JA1575  HISTORY     - UNK      MONUMENTED       INHD
 JA1575  HISTORY     - 1985     GOOD             NGS
 JA1575  HISTORY     - 20080226 GOOD             JCLS
 JA1575  HISTORY     - 20080316 GOOD             INDIV
 JA1575
 JA1575                          STATION DESCRIPTION
 JA1575
 JA1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1575'13.8 KM (8.6 MI) SW FROM WASHINGTON.
 JA1575'13.8 KM (8.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1575'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, IN TOP OF THE SOUTHWEST
 JA1575'CORNER OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 JA1575'EAST FORK OF THE WHITE RIVER, 7.6 M (24.9 FT) NORTHWEST OF THE HIGHWAY
 JA1575'CENTERLINE, AND 3.5 M (11.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 JA1575'ABUTMENT.
 JA1575'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1575
 JA1575                          STATION RECOVERY (2008)
 JA1575
 JA1575'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 JA1575'RECOVERED IN GOOD CONDITION.
 JA1575
 JA1575                          STATION RECOVERY (2008)
 JA1575
 JA1575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JDL)
 JA1575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1574 ***********************************************************************
 JA1574  DESIGNATION -  V 447
 JA1574  PID         -  JA1574
 JA1574  STATE/COUNTY-  IN/DAVIESS
 JA1574  COUNTRY     -  US
 JA1574  USGS QUAD   -  SANDY HOOK (2019)
 JA1574
 JA1574                         *CURRENT SURVEY CONTROL
 JA1574  ______________________________________________________________________
 JA1574* NAD 83(1986) POSITION- 38 32 26.     (N) 087 13 21.     (W)   SCALED
 JA1574* NAVD 88 ORTHO HEIGHT -   135.732 (meters)      445.31  (feet) ADJUSTED
 JA1574  ______________________________________________________________________
 JA1574  GEOID HEIGHT    -        -32.149 (meters)                     GEOID18
 JA1574  DYNAMIC HEIGHT  -        135.644 (meters)      445.03  (feet) COMP
 JA1574  MODELED GRAVITY -    979,978.3   (mgal)                       NAVD 88
 JA1574
 JA1574  VERT ORDER      -  FIRST     CLASS II
 JA1574
 JA1574.The horizontal coordinates were scaled from a map and have
 JA1574.an estimated accuracy of +/- 6 seconds.
 JA1574
 JA1574.The orthometric height was determined by differential leveling and
 JA1574.adjusted by the NATIONAL GEODETIC SURVEY
 JA1574.in June 1991.
 JA1574
 JA1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1574.GEOID18 height accuracy estimate available here.
 JA1574
 JA1574.Click photographs - Photos may exist for this station.
 JA1574
 JA1574.The dynamic height is computed by dividing the NAVD 88
 JA1574.geopotential number by the normal gravity value computed on the
 JA1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1574.degrees latitude (g = 980.6199 gals.).
 JA1574
 JA1574.The modeled gravity was interpolated from observed gravity values.
 JA1574
 JA1574;                    North         East    Units  Estimated Accuracy
 JA1574;SPC IN W     -   365,500.      887,870.      MT  (+/- 180 meters Scaled)
 JA1574
 JA1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH806658(NAD 83)
 JA1574
 JA1574                          SUPERSEDED SURVEY CONTROL
 JA1574
 JA1574.No superseded survey control is available for this station.
 JA1574
 JA1574_MARKER: DB = BENCH MARK DISK
 JA1574_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1574_SP_SET: BRIDGE ABUTMENT
 JA1574_STAMPING: V 447 DAV 445.82
 JA1574_MARK LOGO: INHD
 JA1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1574+STABILITY: POSITION/ELEVATION WELL
 JA1574
 JA1574  HISTORY     - Date     Condition        Report By
 JA1574  HISTORY     - UNK      MONUMENTED       INHD
 JA1574  HISTORY     - 1985     GOOD             NGS
 JA1574
 JA1574                          STATION DESCRIPTION
 JA1574
 JA1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1574'13.5 KM (8.4 MI) SW FROM WASHINGTON.
 JA1574'13.5 KM (8.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1574'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, IN THE NORTHEAST CORNER
 JA1574'OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 JA1574'EAST FORK OF THE WHITE RIVER, 7.4 M (24.3 FT) SOUTHEAST OF THE HIGHWAY
 JA1574'CENTERLINE, AND 4.4 M (14.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 JA1574'ABUTMENT.
 JA1574'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1216 ***********************************************************************
 JZ1216  DESIGNATION -  V 45 RESET
 JZ1216  PID         -  JZ1216
 JZ1216  STATE/COUNTY-  IN/WAYNE
 JZ1216  COUNTRY     -  US
 JZ1216  USGS QUAD   -  LIBERTY (2019)
 JZ1216
 JZ1216                         *CURRENT SURVEY CONTROL
 JZ1216  ______________________________________________________________________
 JZ1216* NAD 83(1986) POSITION- 39 43 51.     (N) 084 55 39.     (W)   SCALED
 JZ1216* NAVD 88 ORTHO HEIGHT -   303.58  (meters)      996.0   (feet) RESET
 JZ1216  ______________________________________________________________________
 JZ1216  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 JZ1216  VERT ORDER      -  THIRD
 JZ1216
 JZ1216.The horizontal coordinates were scaled from a map and have
 JZ1216.an estimated accuracy of +/- 6 seconds.
 JZ1216
 JZ1216.The orthometric height was computed from unverified reset data.
 JZ1216
 JZ1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1216.GEOID18 height accuracy estimate available here.
 JZ1216
 JZ1216.Click photographs - Photos may exist for this station.
 JZ1216
 JZ1216;                    North         East    Units  Estimated Accuracy
 JZ1216;SPC IN E     -   497,890.      163,370.      MT  (+/- 180 meters Scaled)
 JZ1216
 JZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ776999(NAD 83)
 JZ1216
 JZ1216                          SUPERSEDED SURVEY CONTROL
 JZ1216
 JZ1216  NGVD 29 (??/??/??)  303.73   (m)          996.5    (f) RESET       3  
 JZ1216
 JZ1216.Superseded values are not recommended for survey control.
 JZ1216
 JZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1216.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1216
 JZ1216_MARKER: DB = BENCH MARK DISK
 JZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1216_STAMPING: V 45 RESET 1958
 JZ1216_MARK LOGO: CGS
 JZ1216_PROJECTION: RECESSED 15 CENTIMETERS
 JZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1216+STABILITY: SURFACE MOTION
 JZ1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1216+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 JZ1216
 JZ1216  HISTORY     - Date     Condition        Report By
 JZ1216  HISTORY     - 1958     MONUMENTED       USGS
 JZ1216  HISTORY     - 20180718 GOOD             MCA
 JZ1216
 JZ1216                          STATION DESCRIPTION
 JZ1216
 JZ1216'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JZ1216'6.8 MI N FROM LIBERTY.
 JZ1216'IN WAYNE COUNTY, 6.8 MILES NORTH ALONG OLD U.S. HIGHWAY 27 FROM
 JZ1216'THE POST OFFICE AT LIBERTY, UNION COUNTY, 0.2 MILE NORTH OF THE
 JZ1216'WAYNE-UNION COUNTY LINE, 0.2 MILE SOUTH OF THE JUNCTION OF
 JZ1216'STATE HIGHWAY 122 EAST AND A COUNTY ROAD WEST, 49 FEET EAST OF
 JZ1216'THE CENTERLINE OF OLD U.S. HIGHWAY 27, 11 FEET NORTH OF A POWER
 JZ1216'POLE, 2 FEET WEST OF A PROPERTY LINE, ABOUT 500 FEET SOUTH OF A
 JZ1216'WHITE FARM HOUSE, ABOUT 250 FEET SOUTHWEST OF A SMALL STOCK POND.
 JZ1216'A STANDARD DISK STAMPED V 45 RESET 1958 AND SET FLUSH WITH THE
 JZ1216'GROUND.
 JZ1216
 JZ1216                          STATION RECOVERY (2018)
 JZ1216
 JZ1216'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1216'THE STATION IS 11.5 FT (3.5 M) NORTH OF WOOD UTILITY POLE NUMBER
 JZ1216'546-704 AND 1.0 FT (0.3 M) WEST OF AN ORANGE CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1677 ***********************************************************************
 JZ1677  DESIGNATION -  V 46
 JZ1677  PID         -  JZ1677
 JZ1677  STATE/COUNTY-  IN/FAYETTE
 JZ1677  COUNTRY     -  US
 JZ1677  USGS QUAD   -  FALMOUTH (2019)
 JZ1677
 JZ1677                         *CURRENT SURVEY CONTROL
 JZ1677  ______________________________________________________________________
 JZ1677* NAD 83(1986) POSITION- 39 38 16.     (N) 085 16 21.     (W)   SCALED
 JZ1677* NAVD 88 ORTHO HEIGHT -   336.318 (meters)     1103.40  (feet) ADJUSTED
 JZ1677  ______________________________________________________________________
 JZ1677  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JZ1677  DYNAMIC HEIGHT  -        336.116 (meters)     1102.74  (feet) COMP
 JZ1677  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 JZ1677
 JZ1677  VERT ORDER      -  SECOND    CLASS 0
 JZ1677
 JZ1677.The horizontal coordinates were scaled from a map and have
 JZ1677.an estimated accuracy of +/- 6 seconds.
 JZ1677
 JZ1677.The orthometric height was determined by differential leveling and
 JZ1677.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1677.in June 1991.
 JZ1677
 JZ1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1677.GEOID18 height accuracy estimate available here.
 JZ1677
 JZ1677.Click photographs - Photos may exist for this station.
 JZ1677
 JZ1677.The dynamic height is computed by dividing the NAVD 88
 JZ1677.geopotential number by the normal gravity value computed on the
 JZ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1677.degrees latitude (g = 980.6199 gals.).
 JZ1677
 JZ1677.The modeled gravity was interpolated from observed gravity values.
 JZ1677
 JZ1677;                    North         East    Units  Estimated Accuracy
 JZ1677;SPC IN E     -   487,380.      133,840.      MT  (+/- 180 meters Scaled)
 JZ1677
 JZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ482889(NAD 83)
 JZ1677
 JZ1677                          SUPERSEDED SURVEY CONTROL
 JZ1677
 JZ1677  NGVD 29 (??/??/92)  336.449  (m)         1103.83   (f) ADJ UNCH    2 0
 JZ1677
 JZ1677.Superseded values are not recommended for survey control.
 JZ1677
 JZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1677.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1677
 JZ1677_MARKER: DB = BENCH MARK DISK
 JZ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1677_STAMPING: V 46 1934
 JZ1677_MARK LOGO: CGS
 JZ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1677+STABILITY: SURFACE MOTION
 JZ1677
 JZ1677  HISTORY     - Date     Condition        Report By
 JZ1677  HISTORY     - 1934     MONUMENTED       CGS
 JZ1677  HISTORY     - 1947     GOOD             CGS
 JZ1677
 JZ1677                          STATION DESCRIPTION
 JZ1677
 JZ1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1677'1.6 MI E FROM GLENWOOD.
 JZ1677'ABOUT 1.65 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1677'THE STATION AT GLENWOOD, AT A GRAVEL ROAD CROSSING, IN THE
 JZ1677'NORTHWEST ANGLE OF THE CROSSING, 25.5 FEET NORTH OF THE NORTH
 JZ1677'RAIL OF THE TRACK, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ1677'2 FEET SOUTHEAST OF THE EAST END OF A FENCE LINE, 6 FEET WEST OF
 JZ1677'A POWER LINE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ1677'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ1677'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0594 ***********************************************************************
 JZ0594  DESIGNATION -  V 47
 JZ0594  PID         -  JZ0594
 JZ0594  STATE/COUNTY-  IN/DEARBORN
 JZ0594  COUNTRY     -  US
 JZ0594  USGS QUAD   -  GUILFORD (2019)
 JZ0594
 JZ0594                         *CURRENT SURVEY CONTROL
 JZ0594  ______________________________________________________________________
 JZ0594* NAD 83(1986) POSITION- 39 12 12.     (N) 084 55 30.     (W)   SCALED
 JZ0594* NAVD 88 ORTHO HEIGHT -   178.408 (meters)      585.33  (feet) ADJUSTED
 JZ0594  ______________________________________________________________________
 JZ0594  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ0594  DYNAMIC HEIGHT  -        178.296 (meters)      584.96  (feet) COMP
 JZ0594  MODELED GRAVITY -    979,997.4   (mgal)                       NAVD 88
 JZ0594
 JZ0594  VERT ORDER      -  SECOND    CLASS 0
 JZ0594
 JZ0594.The horizontal coordinates were scaled from a map and have
 JZ0594.an estimated accuracy of +/- 6 seconds.
 JZ0594
 JZ0594.The orthometric height was determined by differential leveling and
 JZ0594.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0594.in June 1991.
 JZ0594
 JZ0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0594.GEOID18 height accuracy estimate available here.
 JZ0594
 JZ0594.Click photographs - Photos may exist for this station.
 JZ0594
 JZ0594.The dynamic height is computed by dividing the NAVD 88
 JZ0594.geopotential number by the normal gravity value computed on the
 JZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0594.degrees latitude (g = 980.6199 gals.).
 JZ0594
 JZ0594.The modeled gravity was interpolated from observed gravity values.
 JZ0594
 JZ0594;                    North         East    Units  Estimated Accuracy
 JZ0594;SPC IN E     -   439,330.      164,060.      MT  (+/- 180 meters Scaled)
 JZ0594
 JZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ791413(NAD 83)
 JZ0594
 JZ0594                          SUPERSEDED SURVEY CONTROL
 JZ0594
 JZ0594  NGVD 29 (??/??/92)  178.608  (m)          585.98   (f) ADJ UNCH    2 0
 JZ0594
 JZ0594.Superseded values are not recommended for survey control.
 JZ0594
 JZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0594.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0594
 JZ0594_MARKER: DB = BENCH MARK DISK
 JZ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0594_STAMPING: V 47 1934
 JZ0594_MARK LOGO: CGS
 JZ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0594+STABILITY: SURFACE MOTION
 JZ0594
 JZ0594  HISTORY     - Date     Condition        Report By
 JZ0594  HISTORY     - 1934     MONUMENTED       CGS
 JZ0594  HISTORY     - 1947     GOOD             CGS
 JZ0594
 JZ0594                          STATION DESCRIPTION
 JZ0594
 JZ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0594'3.1 MI SE FROM DOVER.
 JZ0594'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CROSSROADS
 JZ0594'AT DOVER, AT THE FOOT OF A LONG GRADE RISING TO THE NORTH, 75
 JZ0594'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD WEST, 58
 JZ0594'FEET SOUTHEAST OF THE SOUTHEAST END OF THE WEST HEAD WALL OF A
 JZ0594'5-FOOT CONCRETE BOX CULVERT, 36 FEET SOUTHWEST OF THE CENTER LINE
 JZ0594'OF THE HIGHWAY, 2 FEET SOUTHEAST OF A R/W POST, ABOUT 4 FEET
 JZ0594'LOWER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0594'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1852 ***********************************************************************
 JZ1852  DESIGNATION -  V 48
 JZ1852  PID         -  JZ1852
 JZ1852  STATE/COUNTY-  IN/DECATUR
 JZ1852  COUNTRY     -  US
 JZ1852  USGS QUAD   -  GREENSBURG (2019)
 JZ1852
 JZ1852                         *CURRENT SURVEY CONTROL
 JZ1852  ______________________________________________________________________
 JZ1852* NAD 83(1986) POSITION- 39 20 08.     (N) 085 29 32.     (W)   SCALED
 JZ1852* NAVD 88 ORTHO HEIGHT -   287.509 (meters)      943.27  (feet) ADJUSTED
 JZ1852  ______________________________________________________________________
 JZ1852  GEOID HEIGHT    -        -34.139 (meters)                     GEOID18
 JZ1852  DYNAMIC HEIGHT  -        287.329 (meters)      942.68  (feet) COMP
 JZ1852  MODELED GRAVITY -    979,994.0   (mgal)                       NAVD 88
 JZ1852
 JZ1852  VERT ORDER      -  FIRST     CLASS II
 JZ1852
 JZ1852.The horizontal coordinates were scaled from a map and have
 JZ1852.an estimated accuracy of +/- 6 seconds.
 JZ1852
 JZ1852.The orthometric height was determined by differential leveling and
 JZ1852.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1852.in June 1991.
 JZ1852
 JZ1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1852.GEOID18 height accuracy estimate available here.
 JZ1852
 JZ1852.Click photographs - Photos may exist for this station.
 JZ1852
 JZ1852.The dynamic height is computed by dividing the NAVD 88
 JZ1852.geopotential number by the normal gravity value computed on the
 JZ1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1852.degrees latitude (g = 980.6199 gals.).
 JZ1852
 JZ1852.The modeled gravity was interpolated from observed gravity values.
 JZ1852
 JZ1852;                    North         East    Units  Estimated Accuracy
 JZ1852;SPC IN E     -   453,760.      115,040.      MT  (+/- 180 meters Scaled)
 JZ1852
 JZ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ299550(NAD 83)
 JZ1852
 JZ1852                          SUPERSEDED SURVEY CONTROL
 JZ1852
 JZ1852  NGVD 29 (??/??/92)  287.631  (m)          943.67   (f) ADJ UNCH    1 2
 JZ1852
 JZ1852.Superseded values are not recommended for survey control.
 JZ1852
 JZ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1852.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1852
 JZ1852_MARKER: DB = BENCH MARK DISK
 JZ1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1852_SP_SET: WATER TABLE
 JZ1852_STAMPING: V 48 1934
 JZ1852_MARK LOGO: CGS
 JZ1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1852
 JZ1852  HISTORY     - Date     Condition        Report By
 JZ1852  HISTORY     - 1934     MONUMENTED       CGS
 JZ1852  HISTORY     - 1947     GOOD             CGS
 JZ1852  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1852
 JZ1852                          STATION DESCRIPTION
 JZ1852
 JZ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1852'AT GREENSBURG.
 JZ1852'AT GREENSBURG, SET VERTICALLY IN THE SOUTH FACE OF THE WATER
 JZ1852'TABLE OF THE NEW YORK CENTRAL RAILROAD STATION, 4.3 FEET WEST
 JZ1852'OF THE CENTER OF TWO WINDOWS, 24.7 FEET EAST OF THE CENTER LINE
 JZ1852'OF THE ENTRANCE TO THE WAITING ROOM, 22 FEET NORTH OF THE NORTH
 JZ1852'RAIL OF THE TRACK AND ABOUT 0.4 FOOT ABOVE THE CONCRETE PLATFORM.
 JZ1852
 JZ1852                          STATION RECOVERY (1986)
 JZ1852
 JZ1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1852'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1373 ***********************************************************************
 HZ1373  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1373  DESIGNATION -  V 49
 HZ1373  PID         -  HZ1373
 HZ1373  STATE/COUNTY-  IN/CLARK
 HZ1373  COUNTRY     -  US
 HZ1373  USGS QUAD   -  NEW ALBANY (2019)
 HZ1373
 HZ1373                         *CURRENT SURVEY CONTROL
 HZ1373  ______________________________________________________________________
 HZ1373* NAD 83(2011) POSITION- 38 19 06.92298(N) 085 45 04.45027(W)   ADJUSTED
 HZ1373* NAD 83(2011) ELLIP HT-   109.966 (meters)        (06/27/12)   ADJUSTED
 HZ1373* NAD 83(2011) EPOCH   -  2010.00
 HZ1373* NAVD 88 ORTHO HEIGHT -   143.373 (meters)      470.38  (feet) ADJUSTED
 HZ1373  ______________________________________________________________________
 HZ1373  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 HZ1373  NAD 83(2011) X  -    371,225.112 (meters)                     COMP
 HZ1373  NAD 83(2011) Y  - -4,996,896.020 (meters)                     COMP
 HZ1373  NAD 83(2011) Z  -  3,933,318.135 (meters)                     COMP
 HZ1373  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HZ1373  DYNAMIC HEIGHT  -        143.277 (meters)      470.07  (feet) COMP
 HZ1373  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1373
 HZ1373  VERT ORDER      -  FIRST     CLASS II
 HZ1373
 HZ1373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1373  Standards:
 HZ1373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1373  -------------------------------------------------------------------
 HZ1373  NETWORK    0.43   0.80           0.20   0.14   0.41     -0.04636179
 HZ1373  -------------------------------------------------------------------
 HZ1373  Click here for local accuracies and other accuracy information.
 HZ1373
 HZ1373.The horizontal coordinates were established by GPS observations
 HZ1373.and adjusted by the National Geodetic Survey in June 2012.
 HZ1373
 HZ1373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1373.been affixed to the stable North American tectonic plate. See 
 HZ1373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1373
 HZ1373.The horizontal coordinates are valid at the epoch date displayed above
 HZ1373.which is a decimal equivalence of Year/Month/Day.
 HZ1373
 HZ1373.The orthometric height was determined by differential leveling and
 HZ1373.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1373.in June 1991.
 HZ1373
 HZ1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1373.GEOID18 height accuracy estimate available here.
 HZ1373
 HZ1373.Click photographs - Photos may exist for this station.
 HZ1373
 HZ1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1373
 HZ1373.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1373
 HZ1373.The ellipsoidal height was determined by GPS observations
 HZ1373.and is referenced to NAD 83.
 HZ1373
 HZ1373.The dynamic height is computed by dividing the NAVD 88
 HZ1373.geopotential number by the normal gravity value computed on the
 HZ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1373.degrees latitude (g = 980.6199 gals.).
 HZ1373
 HZ1373.The modeled gravity was interpolated from observed gravity values.
 HZ1373
 HZ1373. The following values were computed from the NAD 83(2011) position.
 HZ1373
 HZ1373;                    North         East     Units Scale Factor Converg.
 HZ1373;SPC IN E     -   340,859.529    92,604.547   MT  0.99996734   -0 03 08.8
 HZ1373;SPC IN E     - 1,118,303.30    303,820.08   sFT  0.99996734   -0 03 08.8
 HZ1373;UTM  16      - 4,241,901.841   609,164.132   MT  0.99974676   +0 46 27.7
 HZ1373
 HZ1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1373!SPC IN E     -   0.99998275  x   0.99996734  =   0.99995009
 HZ1373!UTM  16      -   0.99998275  x   0.99974676  =   0.99972951
 HZ1373
 HZ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0916441901(NAD 83)
 HZ1373
 HZ1373                          SUPERSEDED SURVEY CONTROL
 HZ1373
 HZ1373  NAD 83(2007)-  38 19 06.92304(N)    085 45 04.45108(W) AD(2002.00) 0
 HZ1373  ELLIP H (02/10/07)  109.990  (m)                       GP(2002.00)    
 HZ1373  NAD 83(1997)-  38 19 06.92341(N)    085 45 04.45107(W) AD(       ) B
 HZ1373  ELLIP H (04/10/98)  110.005  (m)                       GP(       ) 4 1
 HZ1373  NAVD 88             143.37   (m)          470.4    (f) LEVELING    3  
 HZ1373  NGVD 29 (??/??/92)  143.525  (m)          470.88   (f) ADJ UNCH    1 2
 HZ1373
 HZ1373.Superseded values are not recommended for survey control.
 HZ1373
 HZ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1373.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1373
 HZ1373_MARKER: DB = BENCH MARK DISK
 HZ1373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1373_SP_SET: CONCRETE PAD
 HZ1373_STAMPING: V 49 1934
 HZ1373_MARK LOGO: CGS
 HZ1373_PROJECTION: FLUSH
 HZ1373_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1373+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2024
 HZ1373
 HZ1373  HISTORY     - Date     Condition        Report By
 HZ1373  HISTORY     - 1934     MONUMENTED       CGS
 HZ1373  HISTORY     - 1965     GOOD             CGS
 HZ1373  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1373  HISTORY     - 19970828 GOOD             SEC
 HZ1373  HISTORY     - 20031105 GOOD             SEC
 HZ1373  HISTORY     - 20240715 GOOD             STRPNT
 HZ1373  HISTORY     - 20250630 GOOD             PICI
 HZ1373
 HZ1373                          STATION DESCRIPTION
 HZ1373
 HZ1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1373'3.2 MI N FROM CLARKSVILLE.
 HZ1373'ABOUT 3.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1373'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1373'CLARKSVILLE, AT A CROSSING OF THE RAILROAD AND THE BALTIMORE AND
 HZ1373'OHIO RAILROAD, 8 FEET EAST OF THE EAST RAIL OF THE PENNSYLVANIA
 HZ1373'RAILROAD, SET IN THE TOP OF A CONCRETE SWITCH ROD GUIDE BLOCK,
 HZ1373'62 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION
 HZ1373'OF THE RAILROADS, 47 1/2 FEET SOUTHEAST ACROSS THE PENNSYLVANIA
 HZ1373'RAILROAD FROM THE SOUTHEAST RAIL OF THE BALTIMORE AND OHIO RAILROAD,
 HZ1373'45 FEET NORTHEAST OF THE EAST CORNER OF THE BOYD TOWER BUILDING,
 HZ1373'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 HZ1373
 HZ1373                          STATION RECOVERY (1979)
 HZ1373
 HZ1373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1373'MARK NOT FOUND.
 HZ1373
 HZ1373                          STATION RECOVERY (1997)
 HZ1373
 HZ1373'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1373'STATION IS ABOUT 3.2 MILES (5.1 KM) NORTH OF CLARKSVILLE, ON LNI
 HZ1373'RAILROAD LINE.  TO REACH THE STATION FROM STATE ROAD 131 AND
 HZ1373'INTERSTATE HIGHWAY 65 (EXIT 4), GO 0.2 MILE (0.3 KM) EAST ON STATE
 HZ1373'ROAD 131 TO CHARLESTOWN/NEW ALBANY PIKE.  TURN RIGHT, SOUTHEAST ON
 HZ1373'CHARLESTOWN/NEW ALBANY PIKE.  GO 0.1 MILE (0.2 KM) TO INDUSTRIAL
 HZ1373'BOULEVARD.  TURN RIGHT,SOUTH ON INDUSTRIAL BOULEVARD.  CROSS FIRST SET
 HZ1373'OF TRACKS AND TURN RIGHT, SOUTHWEST ONTO GRAVEL ROAD TO OLD BRICK
 HZ1373'TOWER AND STATION ON RIGHT.  STATION IS SET FLUSH IN CONCRETE SWITCH
 HZ1373'GUIDE BASE ON LNI RAILROAD.  CENTERLINE OF LNI RAILROAD TRACKS ARE
 HZ1373'WEST 10.69 METERS (35.07 FT), CENTERLINE OF INDUSTRIAL BOULEVARD AT
 HZ1373'MAG AZ 60 DEGREES 52.55 METERS (172.41 FT), CENTERLINE OF INTERSECTION
 HZ1373'OF TRACKS AT MAG AZIMUTH 345 DEGREES 19.17 METERS (62.89 FT),
 HZ1373'NORTHEAST CORNER OF BRICK TOWER AT MAG AZIMUTH 251 DEGREES 13.29
 HZ1373'METERS (43.60 FT), SOUTHEAST CORNER BRICK TOWER AT MAG AZIMUTH 235
 HZ1373'DEGREES 13.74 METERS (45.08 FT), METAL SIGNAL POST AT MAG AZ 311
 HZ1373'DEGREES 10.69 METERS (35.07 FT), 5/8 INCH REBAR WITH PLASTIC CAP
 HZ1373'MARKED LEIGH LS1776 AT MAG AZIMUTH 69 DEGREES 14.17 METERS (46.49 FT).
 HZ1373'NOTE--DISC IS SET IN CONCRETE OF UNKNOWN DEPTH. STABILITY UNCERTAIN.
 HZ1373'ALSO EVIDENCE OF RECENT SURVEYING IN AREA COULD INDICATE CONSTRUCTION
 HZ1373'IN NEAR FUTURE.
 HZ1373
 HZ1373                          STATION RECOVERY (2003)
 HZ1373
 HZ1373'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2003 (JRM)
 HZ1373'RECOVERED AS DESCRIBED
 HZ1373
 HZ1373                          STATION RECOVERY (2024)
 HZ1373
 HZ1373'RECOVERY NOTE BY AMERICAN STRUCTUREPOINT, INC 2024 (AES)
 HZ1373'DISK FOUND IN GOOD CONDITION PARTIALLY COVERED BY ROCK.
 HZ1373
 HZ1373                          STATION RECOVERY (2025)
 HZ1373
 HZ1373'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2025 (DER)
 HZ1373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1555 ***********************************************************************
 KA1555  DESIGNATION -  V 50
 KA1555  PID         -  KA1555
 KA1555  STATE/COUNTY-  IN/VERMILLION
 KA1555  COUNTRY     -  US
 KA1555  USGS QUAD   -  NEWPORT (2019)
 KA1555
 KA1555                         *CURRENT SURVEY CONTROL
 KA1555  ______________________________________________________________________
 KA1555* NAD 83(1986) POSITION- 39 56 58.     (N) 087 27 47.     (W)   SCALED
 KA1555* NAVD 88 ORTHO HEIGHT -   154.745 (meters)      507.69  (feet) ADJUSTED
 KA1555  ______________________________________________________________________
 KA1555  GEOID HEIGHT    -        -32.790 (meters)                     GEOID18
 KA1555  DYNAMIC HEIGHT  -        154.664 (meters)      507.43  (feet) COMP
 KA1555  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 KA1555
 KA1555  VERT ORDER      -  SECOND    CLASS 0
 KA1555
 KA1555.The horizontal coordinates were scaled from a map and have
 KA1555.an estimated accuracy of +/- 6 seconds.
 KA1555
 KA1555.The orthometric height was determined by differential leveling and
 KA1555.adjusted by the NATIONAL GEODETIC SURVEY
 KA1555.in June 1991.
 KA1555
 KA1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1555.GEOID18 height accuracy estimate available here.
 KA1555
 KA1555.Click photographs - Photos may exist for this station.
 KA1555
 KA1555.The dynamic height is computed by dividing the NAVD 88
 KA1555.geopotential number by the normal gravity value computed on the
 KA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1555.degrees latitude (g = 980.6199 gals.).
 KA1555
 KA1555.The modeled gravity was interpolated from observed gravity values.
 KA1555
 KA1555;                    North         East    Units  Estimated Accuracy
 KA1555;SPC IN W     -   521,970.      867,550.      MT  (+/- 180 meters Scaled)
 KA1555
 KA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK604222(NAD 83)
 KA1555
 KA1555                          SUPERSEDED SURVEY CONTROL
 KA1555
 KA1555  NGVD 29 (??/??/92)  154.812  (m)          507.91   (f) ADJ UNCH    2 0
 KA1555
 KA1555.Superseded values are not recommended for survey control.
 KA1555
 KA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1555.See file dsdata.pdf to determine how the superseded data were derived.
 KA1555
 KA1555_MARKER: DB = BENCH MARK DISK
 KA1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1555_STAMPING: V 50 1934
 KA1555_MARK LOGO: CGS
 KA1555_PROJECTION: RECESSED 5 CENTIMETERS
 KA1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1555+STABILITY: SURFACE MOTION
 KA1555
 KA1555  HISTORY     - Date     Condition        Report By
 KA1555  HISTORY     - 1934     MONUMENTED       CGS
 KA1555  HISTORY     - 1946     GOOD             CGS
 KA1555  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1555
 KA1555                          STATION DESCRIPTION
 KA1555
 KA1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1555'AT CAYUGA.
 KA1555'AT CAYUGA, ON THE CHICAGO AND EASTERN ILLINOIS RAILROAD, 10
 KA1555'RAILS NORTH OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST.
 KA1555'LOUIS RAILROAD, 90 FEET NORTHWEST OF THE CROSSING OF THE CURTISS
 KA1555'STREET AND THE NORTHBOUND TRACK, 20 FEET WEST OF THE WEST RAIL
 KA1555'OF THE TRACK, 43.8 FEET NORTH-NORTHEAST OF A C AND EI RAILROAD
 KA1555'MARKER POST, 20.5 FEET EAST-SOUTHEAST OF A RAILROAD PROPERTY
 KA1555'MARKER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA1555'2 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED V 50 1934 AND
 KA1555'SET IN THE TOP OF A CONCRETE POST.
 KA1555
 KA1555                          STATION RECOVERY (1986)
 KA1555
 KA1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0419 ***********************************************************************
 KA0419  DESIGNATION -  V 51
 KA0419  PID         -  KA0419
 KA0419  STATE/COUNTY-  IN/OWEN
 KA0419  COUNTRY     -  US
 KA0419  USGS QUAD   -  QUINCY (2019)
 KA0419
 KA0419                         *CURRENT SURVEY CONTROL
 KA0419  ______________________________________________________________________
 KA0419* NAD 83(1986) POSITION- 39 27 52.     (N) 086 43 40.     (W)   SCALED
 KA0419* NAVD 88 ORTHO HEIGHT -   235.442 (meters)      772.45  (feet) ADJUSTED
 KA0419  ______________________________________________________________________
 KA0419  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0419  DYNAMIC HEIGHT  -        235.308 (meters)      772.01  (feet) COMP
 KA0419  MODELED GRAVITY -    980,048.4   (mgal)                       NAVD 88
 KA0419
 KA0419  VERT ORDER      -  SECOND    CLASS 0
 KA0419
 KA0419.The horizontal coordinates were scaled from a map and have
 KA0419.an estimated accuracy of +/- 6 seconds.
 KA0419
 KA0419.The orthometric height was determined by differential leveling and
 KA0419.adjusted by the NATIONAL GEODETIC SURVEY
 KA0419.in June 1991.
 KA0419
 KA0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0419.GEOID18 height accuracy estimate available here.
 KA0419
 KA0419.Click photographs - Photos may exist for this station.
 KA0419
 KA0419.The dynamic height is computed by dividing the NAVD 88
 KA0419.geopotential number by the normal gravity value computed on the
 KA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0419.degrees latitude (g = 980.6199 gals.).
 KA0419
 KA0419.The modeled gravity was interpolated from observed gravity values.
 KA0419
 KA0419;                    North         East    Units  Estimated Accuracy
 KA0419;SPC IN W     -   468,120.      930,600.      MT  (+/- 180 meters Scaled)
 KA0419
 KA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ234683(NAD 83)
 KA0419
 KA0419                          SUPERSEDED SURVEY CONTROL
 KA0419
 KA0419  NGVD 29 (??/??/92)  235.557  (m)          772.82   (f) ADJ UNCH    2 0
 KA0419
 KA0419.Superseded values are not recommended for survey control.
 KA0419
 KA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0419.See file dsdata.pdf to determine how the superseded data were derived.
 KA0419
 KA0419_MARKER: DB = BENCH MARK DISK
 KA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0419_STAMPING: V 51 1934
 KA0419_MARK LOGO: CGS
 KA0419_PROJECTION: FLUSH
 KA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0419+STABILITY: SURFACE MOTION
 KA0419
 KA0419  HISTORY     - Date     Condition        Report By
 KA0419  HISTORY     - 1934     MONUMENTED       CGS
 KA0419  HISTORY     - 1946     GOOD             CGS
 KA0419
 KA0419                          STATION DESCRIPTION
 KA0419
 KA0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0419'AT WALLACE JUNCTION.
 KA0419'AT WALLACE JUNCTION, OWEN COUNTY, ON THE CHICAGO, INDIANAPOLIS
 KA0419'AND LOUISVILLE RAILWAY, 200 FEET NORTH OF THE NORTHEAST CORNER
 KA0419'OF THE STATION, 46.5 FEET NORTH OF THE NORTH CONCRETE PIER OF A
 KA0419'WATER TANK, 22 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 16.5
 KA0419'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 10.8 FEET NORTH
 KA0419'OF THE NORTH CONCRETE PIER OF THE FOUNDATION OF AN ABANDONED WATER
 KA0419'TANK, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A
 KA0419'STANDARD DISK, STAMPED V 51 1934 AND SET IN THE TOP OF A CONCRETE
 KA0419'POST FLUSH WITH THE GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS
 KA0419'AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0150 ***********************************************************************
 JA0150  DESIGNATION -  V 52
 JA0150  PID         -  JA0150
 JA0150  STATE/COUNTY-  IN/LAWRENCE
 JA0150  COUNTRY     -  US
 JA0150  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0150
 JA0150                         *CURRENT SURVEY CONTROL
 JA0150  ______________________________________________________________________
 JA0150* NAD 83(1986) POSITION- 38 52 37.     (N) 086 29 14.     (W)   SCALED
 JA0150* NAVD 88 ORTHO HEIGHT -   217.430 (meters)      713.35  (feet) ADJUSTED
 JA0150  ______________________________________________________________________
 JA0150  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 JA0150  DYNAMIC HEIGHT  -        217.295 (meters)      712.91  (feet) COMP
 JA0150  MODELED GRAVITY -    980,001.0   (mgal)                       NAVD 88
 JA0150
 JA0150  VERT ORDER      -  SECOND    CLASS 0
 JA0150
 JA0150.The horizontal coordinates were scaled from a map and have
 JA0150.an estimated accuracy of +/- 6 seconds.
 JA0150
 JA0150.The orthometric height was determined by differential leveling and
 JA0150.adjusted by the NATIONAL GEODETIC SURVEY
 JA0150.in June 1991.
 JA0150
 JA0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0150.GEOID18 height accuracy estimate available here.
 JA0150
 JA0150.Click photographs - Photos may exist for this station.
 JA0150
 JA0150.The dynamic height is computed by dividing the NAVD 88
 JA0150.geopotential number by the normal gravity value computed on the
 JA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0150.degrees latitude (g = 980.6199 gals.).
 JA0150
 JA0150.The modeled gravity was interpolated from observed gravity values.
 JA0150
 JA0150;                    North         East    Units  Estimated Accuracy
 JA0150;SPC IN W     -   403,010.      951,730.      MT  (+/- 180 meters Scaled)
 JA0150
 JA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ444032(NAD 83)
 JA0150
 JA0150                          SUPERSEDED SURVEY CONTROL
 JA0150
 JA0150  NGVD 29 (??/??/92)  217.549  (m)          713.74   (f) ADJ UNCH    2 0
 JA0150
 JA0150.Superseded values are not recommended for survey control.
 JA0150
 JA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0150.See file dsdata.pdf to determine how the superseded data were derived.
 JA0150
 JA0150_MARKER: DB = BENCH MARK DISK
 JA0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0150_STAMPING: V 52 1934
 JA0150_MARK LOGO: CGS
 JA0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0150+STABILITY: SURFACE MOTION
 JA0150
 JA0150  HISTORY     - Date     Condition        Report By
 JA0150  HISTORY     - 1934     MONUMENTED       CGS
 JA0150  HISTORY     - 1935     GOOD             CGS
 JA0150  HISTORY     - 1967     GOOD             CGS
 JA0150  HISTORY     - 20101022 MARK NOT FOUND   PICI
 JA0150
 JA0150                          STATION DESCRIPTION
 JA0150
 JA0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA0150'AT BEDFORD.
 JA0150'AT BEDFORD, LAWRENCE COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 JA0150'LOUISVILLE RAILWAY, 0.8 MILE NORTH OF THE STATION, 5 RAILS NORTH
 JA0150'OF SIGNAL TOWER 245+2, 100 YARDS SOUTHWEST OF THE INDIANA
 JA0150'LIMESTONE CO. SALEM MILL, IN THE NORTHWEST ANGLE OF THE CROSSING
 JA0150'OF THIRD STREET, 24 FEET NORTH OF THE CENTERLINE OF THE STREET,
 JA0150'21 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 9 FEET WEST
 JA0150'OF THE WEST RAIL OF A SIDE TRACK.  A STANDARD DISK, STAMPED
 JA0150'V 52 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JA0150'INCHES ABOVE GROUND.
 JA0150
 JA0150                          STATION RECOVERY (1967)
 JA0150
 JA0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0150'RECOVERED IN GOOD CONDITION.
 JA0150
 JA0150                          STATION RECOVERY (2010)
 JA0150
 JA0150'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0542 ***********************************************************************
 KA0542  DESIGNATION -  V 53
 KA0542  PID         -  KA0542
 KA0542  STATE/COUNTY-  IN/GREENE
 KA0542  COUNTRY     -  US
 KA0542  USGS QUAD   -  BLOOMFIELD (2019)
 KA0542
 KA0542                         *CURRENT SURVEY CONTROL
 KA0542  ______________________________________________________________________
 KA0542* NAD 83(1986) POSITION- 39 01 33.     (N) 086 58 39.     (W)   SCALED
 KA0542* NAVD 88 ORTHO HEIGHT -   163.182 (meters)      535.37  (feet) ADJUSTED
 KA0542  ______________________________________________________________________
 KA0542  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KA0542  DYNAMIC HEIGHT  -        163.082 (meters)      535.04  (feet) COMP
 KA0542  MODELED GRAVITY -    980,015.0   (mgal)                       NAVD 88
 KA0542
 KA0542  VERT ORDER      -  FIRST     CLASS II
 KA0542
 KA0542.The horizontal coordinates were scaled from a map and have
 KA0542.an estimated accuracy of +/- 6 seconds.
 KA0542
 KA0542.The orthometric height was determined by differential leveling and
 KA0542.adjusted by the NATIONAL GEODETIC SURVEY
 KA0542.in June 1991.
 KA0542
 KA0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0542.GEOID18 height accuracy estimate available here.
 KA0542
 KA0542.Click photographs - Photos may exist for this station.
 KA0542
 KA0542.The dynamic height is computed by dividing the NAVD 88
 KA0542.geopotential number by the normal gravity value computed on the
 KA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0542.degrees latitude (g = 980.6199 gals.).
 KA0542
 KA0542.The modeled gravity was interpolated from observed gravity values.
 KA0542
 KA0542;                    North         East    Units  Estimated Accuracy
 KA0542;SPC IN W     -   419,370.      909,160.      MT  (+/- 180 meters Scaled)
 KA0542
 KA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ019196(NAD 83)
 KA0542
 KA0542                          SUPERSEDED SURVEY CONTROL
 KA0542
 KA0542  NGVD 29 (??/??/92)  163.317  (m)          535.82   (f) ADJ UNCH    1 2
 KA0542
 KA0542.Superseded values are not recommended for survey control.
 KA0542
 KA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0542.See file dsdata.pdf to determine how the superseded data were derived.
 KA0542
 KA0542_MARKER: DB = BENCH MARK DISK
 KA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0542_STAMPING: V 53 1934
 KA0542_MARK LOGO: CGS
 KA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0542+STABILITY: SURFACE MOTION
 KA0542
 KA0542  HISTORY     - Date     Condition        Report By
 KA0542  HISTORY     - 1934     MONUMENTED       CGS
 KA0542  HISTORY     - 1946     GOOD             CGS
 KA0542
 KA0542                          STATION DESCRIPTION
 KA0542
 KA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0542'2.2 MI W FROM BLOOMFIELD.
 KA0542'2.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA0542'STATION AT BLOOMFIELD, GREENE COUNTY, 0.5 MILE WEST OF A BRIDGE OVER
 KA0542'WHITE RIVER, 0.3 MILE WEST OF MILEPOST I 85, ABOUT 125 YARDS NORTH
 KA0542'OF AN UNPAINTED FARMHOUSE, 171 FEET EAST OF THE NORTHWEST CORNER
 KA0542'OF A PASTURE, 92 FEET SOUTH ACROSS THE TRACK FROM A LONE WALNUT
 KA0542'TREE, 27.3 FEET SOUTH OF THE SOUTH RAIL, 20 FEET NORTH OF A
 KA0542'PASTURE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 KA0542'ABOUT 1-1/2 FEET LOWER THAN THE SOUTH RAIL.  A STANDARD DISK,
 KA0542'STAMPED V 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0080 ***********************************************************************
 JA0080  DESIGNATION -  V 54
 JA0080  PID         -  JA0080
 JA0080  STATE/COUNTY-  IN/ORANGE
 JA0080  COUNTRY     -  US
 JA0080  USGS QUAD   -  MITCHELL (2019)
 JA0080
 JA0080                         *CURRENT SURVEY CONTROL
 JA0080  ______________________________________________________________________
 JA0080* NAD 83(1986) POSITION- 38 38 20.     (N) 086 27 12.     (W)   SCALED
 JA0080* NAVD 88 ORTHO HEIGHT -   203.196 (meters)      666.65  (feet) ADJUSTED
 JA0080  ______________________________________________________________________
 JA0080  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 JA0080  DYNAMIC HEIGHT  -        203.060 (meters)      666.21  (feet) COMP
 JA0080  MODELED GRAVITY -    979,954.8   (mgal)                       NAVD 88
 JA0080
 JA0080  VERT ORDER      -  FIRST     CLASS II
 JA0080
 JA0080.The horizontal coordinates were scaled from a map and have
 JA0080.an estimated accuracy of +/- 6 seconds.
 JA0080
 JA0080.The orthometric height was determined by differential leveling and
 JA0080.adjusted by the NATIONAL GEODETIC SURVEY
 JA0080.in June 1991.
 JA0080
 JA0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0080.GEOID18 height accuracy estimate available here.
 JA0080
 JA0080.Click photographs - Photos may exist for this station.
 JA0080
 JA0080.The dynamic height is computed by dividing the NAVD 88
 JA0080.geopotential number by the normal gravity value computed on the
 JA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0080.degrees latitude (g = 980.6199 gals.).
 JA0080
 JA0080.The modeled gravity was interpolated from observed gravity values.
 JA0080
 JA0080;                    North         East    Units  Estimated Accuracy
 JA0080;SPC IN W     -   376,600.      954,850.      MT  (+/- 180 meters Scaled)
 JA0080
 JA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH475768(NAD 83)
 JA0080
 JA0080                          SUPERSEDED SURVEY CONTROL
 JA0080
 JA0080  NGVD 29 (??/??/92)  203.300  (m)          666.99   (f) ADJ UNCH    1 2
 JA0080
 JA0080.Superseded values are not recommended for survey control.
 JA0080
 JA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0080.See file dsdata.pdf to determine how the superseded data were derived.
 JA0080
 JA0080_MARKER: DB = BENCH MARK DISK
 JA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0080_STAMPING: V 54 1934
 JA0080_MARK LOGO: CGS
 JA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0080+STABILITY: SURFACE MOTION
 JA0080
 JA0080  HISTORY     - Date     Condition        Report By
 JA0080  HISTORY     - 1934     MONUMENTED       CGS
 JA0080  HISTORY     - 1965     GOOD             CGS
 JA0080
 JA0080                          STATION DESCRIPTION
 JA0080
 JA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0080'1.6 MI S FROM ORLEANS.
 JA0080'ABOUT 1.6 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS, AND
 JA0080'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 6,
 JA0080'T 2 N, R 1 E, 22 FEET NORTHEAST OF THE CROSSING OF THE RAILROAD
 JA0080'AND A GRAVELED ROAD, 12 FEET EAST OF THE EAST RAIL, 16 FEET
 JA0080'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 19 FEET WEST OF
 JA0080'A FENCE CORNER POST, 6 FEET WEST OF A VERTICAL TRACK MARKER, 1
 JA0080'FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JA0080'OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0080'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0434 ***********************************************************************
 JA0434  DESIGNATION -  V 55
 JA0434  PID         -  JA0434
 JA0434  STATE/COUNTY-  IN/CRAWFORD
 JA0434  COUNTRY     -  US
 JA0434  USGS QUAD   -  LEAVENWORTH (2019)
 JA0434
 JA0434                         *CURRENT SURVEY CONTROL
 JA0434  ______________________________________________________________________
 JA0434* NAD 83(1986) POSITION- 38 12 00.     (N) 086 20 51.     (W)   SCALED
 JA0434* NAVD 88 ORTHO HEIGHT -   223.498 (meters)      733.26  (feet) ADJUSTED
 JA0434  ______________________________________________________________________
 JA0434  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 JA0434  DYNAMIC HEIGHT  -        223.337 (meters)      732.73  (feet) COMP
 JA0434  MODELED GRAVITY -    979,904.5   (mgal)                       NAVD 88
 JA0434
 JA0434  VERT ORDER      -  SECOND    CLASS 0
 JA0434
 JA0434.The horizontal coordinates were scaled from a map and have
 JA0434.an estimated accuracy of +/- 6 seconds.
 JA0434
 JA0434.The orthometric height was determined by differential leveling and
 JA0434.adjusted by the NATIONAL GEODETIC SURVEY
 JA0434.in June 1991.
 JA0434
 JA0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0434.GEOID18 height accuracy estimate available here.
 JA0434
 JA0434.Click photographs - Photos may exist for this station.
 JA0434
 JA0434.The dynamic height is computed by dividing the NAVD 88
 JA0434.geopotential number by the normal gravity value computed on the
 JA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0434.degrees latitude (g = 980.6199 gals.).
 JA0434
 JA0434.The modeled gravity was interpolated from observed gravity values.
 JA0434
 JA0434;                    North         East    Units  Estimated Accuracy
 JA0434;SPC IN W     -   327,950.      964,450.      MT  (+/- 180 meters Scaled)
 JA0434
 JA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH571282(NAD 83)
 JA0434
 JA0434                          SUPERSEDED SURVEY CONTROL
 JA0434
 JA0434  NGVD 29 (??/??/92)  223.61   (m)          733.6    (f) COMPUTED    2 0
 JA0434
 JA0434.Superseded values are not recommended for survey control.
 JA0434
 JA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0434.See file dsdata.pdf to determine how the superseded data were derived.
 JA0434
 JA0434_MARKER: DB = BENCH MARK DISK
 JA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0434_STAMPING: V 55 1934
 JA0434_MARK LOGO: CGS
 JA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0434+STABILITY: SURFACE MOTION
 JA0434
 JA0434  HISTORY     - Date     Condition        Report By
 JA0434  HISTORY     - 1934     MONUMENTED       CGS
 JA0434  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0434
 JA0434                          STATION DESCRIPTION
 JA0434
 JA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0434'0.7 MI N FROM LEAVENWORTH.
 JA0434'0.7 MILE NORTH ALONG STATE HIGHWAY 62 FROM LEAVENWORTH, CRAWFORD
 JA0434'COUNTY, 296 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVE TO
 JA0434'THE ED. E. NEILAND RESIDENCE IN 1934, AT THE TOP OF A HILL, 61
 JA0434'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26.4 FEET NORTH
 JA0434'OF AN 18-INCH OAK TREE, 7.8 FEET SOUTH OF THE FENCE LINE, AND
 JA0434'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JA0434'V 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0521 ***********************************************************************
 JA0521  DESIGNATION -  V 56
 JA0521  PID         -  JA0521
 JA0521  STATE/COUNTY-  IN/CRAWFORD
 JA0521  COUNTRY     -  US
 JA0521  USGS QUAD   -  TASWELL (2019)
 JA0521
 JA0521                         *CURRENT SURVEY CONTROL
 JA0521  ______________________________________________________________________
 JA0521* NAD 83(1986) POSITION- 38 19 44.     (N) 086 32 21.     (W)   SCALED
 JA0521* NAVD 88 ORTHO HEIGHT -   248.221 (meters)      814.37  (feet) ADJUSTED
 JA0521  ______________________________________________________________________
 JA0521  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 JA0521  DYNAMIC HEIGHT  -        248.047 (meters)      813.80  (feet) COMP
 JA0521  MODELED GRAVITY -    979,920.5   (mgal)                       NAVD 88
 JA0521
 JA0521  VERT ORDER      -  SECOND    CLASS 0
 JA0521
 JA0521.The horizontal coordinates were scaled from a map and have
 JA0521.an estimated accuracy of +/- 6 seconds.
 JA0521
 JA0521.The orthometric height was determined by differential leveling and
 JA0521.adjusted by the NATIONAL GEODETIC SURVEY
 JA0521.in June 1991.
 JA0521
 JA0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0521.GEOID18 height accuracy estimate available here.
 JA0521
 JA0521.Click photographs - Photos may exist for this station.
 JA0521
 JA0521.The dynamic height is computed by dividing the NAVD 88
 JA0521.geopotential number by the normal gravity value computed on the
 JA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0521.degrees latitude (g = 980.6199 gals.).
 JA0521
 JA0521.The modeled gravity was interpolated from observed gravity values.
 JA0521
 JA0521;                    North         East    Units  Estimated Accuracy
 JA0521;SPC IN W     -   342,140.      947,580.      MT  (+/- 180 meters Scaled)
 JA0521
 JA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH402424(NAD 83)
 JA0521
 JA0521                          SUPERSEDED SURVEY CONTROL
 JA0521
 JA0521  NGVD 29 (??/??/92)  248.32   (m)          814.7    (f) COMPUTED    2 0
 JA0521
 JA0521.Superseded values are not recommended for survey control.
 JA0521
 JA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0521.See file dsdata.pdf to determine how the superseded data were derived.
 JA0521
 JA0521_MARKER: DB = BENCH MARK DISK
 JA0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0521_STAMPING: V 56 1934
 JA0521_MARK LOGO: CGS
 JA0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0521+STABILITY: SURFACE MOTION
 JA0521
 JA0521  HISTORY     - Date     Condition        Report By
 JA0521  HISTORY     - 1934     MONUMENTED       CGS
 JA0521  HISTORY     - 1954     GOOD             CGS
 JA0521  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0521
 JA0521                          STATION DESCRIPTION
 JA0521
 JA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA0521'1.4 MI E FROM TASWELL.
 JA0521'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JA0521'TASWELL, CRAWFORD COUNTY, 0.1 MILE WEST OF MILEPOST 224, 23 FEET
 JA0521'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 21 FEET SOUTH OF
 JA0521'THE SOUTH RAIL, 18 FEET NORTH OF A FENCE, 11 FEET WEST OF THE
 JA0521'SOUTH HEADWALL OF A CULVERT UNDER THE ROAD, AND LEVEL WITH THE
 JA0521'TRACK.  A STANDARD DISK, STAMPED V 56 1934 AND SET IN THE TOP
 JA0521'OF A CONCRETE POST.  NOTE-- THE RAILROAD TRACKS HAVE BEEN MOVED.
 JA0521
 JA0521                          STATION RECOVERY (1965)
 JA0521
 JA0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1015 ***********************************************************************
 JA1015  DESIGNATION -  V 57
 JA1015  PID         -  JA1015
 JA1015  STATE/COUNTY-  IN/GIBSON
 JA1015  COUNTRY     -  US
 JA1015  USGS QUAD   -  OAKLAND CITY (2019)
 JA1015
 JA1015                         *CURRENT SURVEY CONTROL
 JA1015  ______________________________________________________________________
 JA1015* NAD 83(1986) POSITION- 38 20 21.     (N) 087 20 37.     (W)   SCALED
 JA1015* NAVD 88 ORTHO HEIGHT -   140.403 (meters)      460.64  (feet) ADJUSTED
 JA1015  ______________________________________________________________________
 JA1015  GEOID HEIGHT    -        -31.770 (meters)                     GEOID18
 JA1015  DYNAMIC HEIGHT  -        140.310 (meters)      460.33  (feet) COMP
 JA1015  MODELED GRAVITY -    979,966.8   (mgal)                       NAVD 88
 JA1015
 JA1015  VERT ORDER      -  FIRST     CLASS II
 JA1015
 JA1015.The horizontal coordinates were scaled from a map and have
 JA1015.an estimated accuracy of +/- 6 seconds.
 JA1015
 JA1015.The orthometric height was determined by differential leveling and
 JA1015.adjusted by the NATIONAL GEODETIC SURVEY
 JA1015.in June 1991.
 JA1015
 JA1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1015.GEOID18 height accuracy estimate available here.
 JA1015
 JA1015.Click photographs - Photos may exist for this station.
 JA1015
 JA1015.The dynamic height is computed by dividing the NAVD 88
 JA1015.geopotential number by the normal gravity value computed on the
 JA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1015.degrees latitude (g = 980.6199 gals.).
 JA1015
 JA1015.The modeled gravity was interpolated from observed gravity values.
 JA1015
 JA1015;                    North         East    Units  Estimated Accuracy
 JA1015;SPC IN W     -   343,170.      877,250.      MT  (+/- 180 meters Scaled)
 JA1015
 JA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH699435(NAD 83)
 JA1015
 JA1015                          SUPERSEDED SURVEY CONTROL
 JA1015
 JA1015  NGVD 29 (??/??/92)  140.526  (m)          461.04   (f) ADJ UNCH    1 2
 JA1015
 JA1015.Superseded values are not recommended for survey control.
 JA1015
 JA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1015.See file dsdata.pdf to determine how the superseded data were derived.
 JA1015
 JA1015_MARKER: DB = BENCH MARK DISK
 JA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1015_STAMPING: V 57 1934
 JA1015_MARK LOGO: CGS
 JA1015_PROJECTION: FLUSH
 JA1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1015+STABILITY: SURFACE MOTION
 JA1015
 JA1015  HISTORY     - Date     Condition        Report By
 JA1015  HISTORY     - 1934     MONUMENTED       CGS
 JA1015  HISTORY     - 1965     GOOD             CGS
 JA1015  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JA1015
 JA1015                          STATION DESCRIPTION
 JA1015
 JA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1015'AT OAKLAND CITY.
 JA1015'AT THE NEW YORK CENTRAL RAILROAD STATION AT OAKLAND CITY, 62 FEET
 JA1015'NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 59 FEET
 JA1015'NORTHEAST OF THE CENTER OF A CROSSING OF THE NEW YORK CENTRAL
 JA1015'RAILROAD AND THE SOUTHERN RAILWAY 24 FEET NORTHWEST OF THE
 JA1015'NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 19.3 FEET EAST OF THE
 JA1015'EAST RAIL OF THE NEW YORK CENTRAL RAILROAD, 12 1/2 FEET SOUTH
 JA1015'OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BUILDING, 7.2 FEET
 JA1015'NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACKS, AND
 JA1015'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA1015
 JA1015                          STATION RECOVERY (1983)
 JA1015
 JA1015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JA1015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1053 ***********************************************************************
 HA1053  DESIGNATION -  V 59
 HA1053  PID         -  HA1053
 HA1053  STATE/COUNTY-  IN/VANDERBURGH
 HA1053  COUNTRY     -  US
 HA1053  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1053
 HA1053                         *CURRENT SURVEY CONTROL
 HA1053  ______________________________________________________________________
 HA1053* NAD 83(1986) POSITION- 37 58 17.     (N) 087 34 37.     (W)   SCALED
 HA1053* NAVD 88 ORTHO HEIGHT -   115.444 (meters)      378.75  (feet) ADJUSTED
 HA1053  ______________________________________________________________________
 HA1053  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 HA1053  DYNAMIC HEIGHT  -        115.364 (meters)      378.49  (feet) COMP
 HA1053  MODELED GRAVITY -    979,938.2   (mgal)                       NAVD 88
 HA1053
 HA1053  VERT ORDER      -  SECOND    CLASS 0
 HA1053
 HA1053.The horizontal coordinates were scaled from a map and have
 HA1053.an estimated accuracy of +/- 6 seconds.
 HA1053
 HA1053.The orthometric height was determined by differential leveling and
 HA1053.adjusted by the NATIONAL GEODETIC SURVEY
 HA1053.in June 1991.
 HA1053
 HA1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1053.GEOID18 height accuracy estimate available here.
 HA1053
 HA1053.Click photographs - Photos may exist for this station.
 HA1053
 HA1053.The dynamic height is computed by dividing the NAVD 88
 HA1053.geopotential number by the normal gravity value computed on the
 HA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1053.degrees latitude (g = 980.6199 gals.).
 HA1053
 HA1053.The modeled gravity was interpolated from observed gravity values.
 HA1053
 HA1053;                    North         East    Units  Estimated Accuracy
 HA1053;SPC IN W     -   302,430.      856,630.      MT  (+/- 180 meters Scaled)
 HA1053
 HA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH493027(NAD 83)
 HA1053
 HA1053                          SUPERSEDED SURVEY CONTROL
 HA1053
 HA1053  NGVD 29 (??/??/92)  115.553  (m)          379.11   (f) ADJ UNCH    2 0
 HA1053
 HA1053.Superseded values are not recommended for survey control.
 HA1053
 HA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1053.See file dsdata.pdf to determine how the superseded data were derived.
 HA1053
 HA1053_MARKER: DB = BENCH MARK DISK
 HA1053_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1053_SP_SET: STEP
 HA1053_STAMPING: V 59 1934
 HA1053_MARK LOGO: CGS
 HA1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1053
 HA1053  HISTORY     - Date     Condition        Report By
 HA1053  HISTORY     - 1934     MONUMENTED       CGS
 HA1053  HISTORY     - 1965     MARK NOT FOUND   CGS
 HA1053  HISTORY     - 19940927 MARK NOT FOUND   USPSQD
 HA1053
 HA1053                          STATION DESCRIPTION
 HA1053
 HA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1053'AT EVANSVILLE.
 HA1053'AT EVANSVILLE, VANDERBURGH COUNTY, AT THE INTERSECTION OF COURT
 HA1053'STREET AND RIVERSIDE DR., 78 FEET SW. OF THE CENTERLINE OF
 HA1053'RIVERSIDE DR., 26 FEET SE. OF THE SE. SIDE OF THE GAS AND ELECTRIC
 HA1053'CO. PUMPING STATION, AT A RIVER GAUGE STATION, AND IN THE TOP
 HA1053'OF THE WEST CORNER OF THE TOP STEP.  A STANDARD DISK, STAMPED
 HA1053'V 59 1934.
 HA1053
 HA1053                          STATION RECOVERY (1994)
 HA1053
 HA1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 HA1053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0688 ***********************************************************************
 HA0688  DESIGNATION -  V 60
 HA0688  PID         -  HA0688
 HA0688  STATE/COUNTY-  IN/SPENCER
 HA0688  COUNTRY     -  US
 HA0688  USGS QUAD   -  ROCKPORT (2019)
 HA0688
 HA0688                         *CURRENT SURVEY CONTROL
 HA0688  ______________________________________________________________________
 HA0688* NAD 83(1986) POSITION- 37 52 54.4    (N) 087 02 40.7    (W)   HD_HELD2
 HA0688* NAVD 88 ORTHO HEIGHT -   118.180 (meters)      387.73  (feet) ADJUSTED
 HA0688  ______________________________________________________________________
 HA0688  GEOID HEIGHT    -        -31.154 (meters)                     GEOID18
 HA0688  DYNAMIC HEIGHT  -        118.100 (meters)      387.47  (feet) COMP
 HA0688  MODELED GRAVITY -    979,953.9   (mgal)                       NAVD 88
 HA0688
 HA0688  VERT ORDER      -  FIRST     CLASS II
 HA0688
 HA0688.The horizontal coordinates were established by autonomous hand held GPS
 HA0688.observations and have an estimated accuracy of +/- 10 meters.
 HA0688
 HA0688.The orthometric height was determined by differential leveling and
 HA0688.adjusted by the NATIONAL GEODETIC SURVEY
 HA0688.in June 1991.
 HA0688
 HA0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0688.GEOID18 height accuracy estimate available here.
 HA0688
 HA0688.Click photographs - Photos may exist for this station.
 HA0688
 HA0688.The dynamic height is computed by dividing the NAVD 88
 HA0688.geopotential number by the normal gravity value computed on the
 HA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0688.degrees latitude (g = 980.6199 gals.).
 HA0688
 HA0688.The modeled gravity was interpolated from observed gravity values.
 HA0688
 HA0688;                    North         East    Units  Estimated Accuracy
 HA0688;SPC IN W     -   292,373.      903,404.      MT  (+/- 10 meters HH2 GPS)
 HA0688
 HA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9607492699(NAD 83)
 HA0688
 HA0688                          SUPERSEDED SURVEY CONTROL
 HA0688
 HA0688  NGVD 29 (??/??/92)  118.286  (m)          388.08   (f) ADJ UNCH    1 2
 HA0688
 HA0688.Superseded values are not recommended for survey control.
 HA0688
 HA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0688.See file dsdata.pdf to determine how the superseded data were derived.
 HA0688
 HA0688_MARKER: DB = BENCH MARK DISK
 HA0688_SETTING: 66 = SET IN ROCK OUTCROP
 HA0688_STAMPING: V 60 1935
 HA0688_MARK LOGO: CGS
 HA0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0688+STABILITY: POSITION/ELEVATION WELL
 HA0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0688+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2010
 HA0688
 HA0688  HISTORY     - Date     Condition        Report By
 HA0688  HISTORY     - 1935     MONUMENTED       CGS
 HA0688  HISTORY     - 1965     GOOD             CGS
 HA0688  HISTORY     - 20081002 GOOD             GEOCAC
 HA0688  HISTORY     - 20100726 GOOD             GEOCAC
 HA0688
 HA0688                          STATION DESCRIPTION
 HA0688
 HA0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0688'0.4 MI SE FROM ROCKPORT.
 HA0688'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0688'AT ROCKPORT, THENCE 0.25 MILE EAST AND THEN SOUTH ALONG EAST MAIN
 HA0688'STREET, IN SECTION 26, T 8 S, R 6 W, 243 FEET SOUTH OF A NAVIGATION
 HA0688'LIGHT ON THE WEST BANK OF THE OHIO RIVER, 148 FEET NORTH OF A
 HA0688'24-INCH TREE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, SET
 HA0688'VERTICALLY IN THE FACE OF A STEEP SANDSTONE CLIFF, ABOUT 5 FEET
 HA0688'ABOVE THE LEVEL OF THE ROAD.
 HA0688
 HA0688                          STATION RECOVERY (2008)
 HA0688
 HA0688'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA0688'ADD ABOUT 1.75 FT NORTH OF A RECTANGULAR RECESS IN THE ROCK FACE.
 HA0688
 HA0688                          STATION RECOVERY (2010)
 HA0688
 HA0688'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0688'MARK RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0050 ***********************************************************************
 KA0050  DESIGNATION -  V 61
 KA0050  PID         -  KA0050
 KA0050  STATE/COUNTY-  IN/MORGAN
 KA0050  COUNTRY     -  US
 KA0050  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0050
 KA0050                         *CURRENT SURVEY CONTROL
 KA0050  ______________________________________________________________________
 KA0050* NAD 83(1986) POSITION- 39 35 57.     (N) 086 21 02.     (W)   SCALED
 KA0050* NAVD 88 ORTHO HEIGHT -   221.668 (meters)      727.26  (feet) ADJUSTED
 KA0050  ______________________________________________________________________
 KA0050  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 KA0050  DYNAMIC HEIGHT  -        221.549 (meters)      726.87  (feet) COMP
 KA0050  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 KA0050
 KA0050  VERT ORDER      -  SECOND    CLASS 0
 KA0050
 KA0050.The horizontal coordinates were scaled from a map and have
 KA0050.an estimated accuracy of +/- 6 seconds.
 KA0050
 KA0050.The orthometric height was determined by differential leveling and
 KA0050.adjusted by the NATIONAL GEODETIC SURVEY
 KA0050.in June 1991.
 KA0050
 KA0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0050.GEOID18 height accuracy estimate available here.
 KA0050
 KA0050.Click photographs - Photos may exist for this station.
 KA0050
 KA0050.The dynamic height is computed by dividing the NAVD 88
 KA0050.geopotential number by the normal gravity value computed on the
 KA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0050.degrees latitude (g = 980.6199 gals.).
 KA0050
 KA0050.The modeled gravity was interpolated from observed gravity values.
 KA0050
 KA0050;                    North         East    Units  Estimated Accuracy
 KA0050;SPC IN W     -   483,270.      962,940.      MT  (+/- 180 meters Scaled)
 KA0050
 KA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ557834(NAD 83)
 KA0050
 KA0050                          SUPERSEDED SURVEY CONTROL
 KA0050
 KA0050  NGVD 29 (??/??/92)  221.795  (m)          727.67   (f) ADJ UNCH    2 0
 KA0050
 KA0050.Superseded values are not recommended for survey control.
 KA0050
 KA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0050.See file dsdata.pdf to determine how the superseded data were derived.
 KA0050
 KA0050_MARKER: DB = BENCH MARK DISK
 KA0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0050_STAMPING: V 61 1946
 KA0050_MARK LOGO: CGS
 KA0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0050+STABILITY: SURFACE MOTION
 KA0050
 KA0050  HISTORY     - Date     Condition        Report By
 KA0050  HISTORY     - 1946     MONUMENTED       CGS
 KA0050
 KA0050                          STATION DESCRIPTION
 KA0050
 KA0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0050'1.7 MI SE FROM MOORESVILLE.
 KA0050'ABOUT 1.7 MILE SOUTHEAST ALONG STATE HIGHWAY 144 FROM THE MUNICIPAL
 KA0050'BUILDING AT MOORESVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION
 KA0050'WITH A GRAVEL ROAD LEADING NORTH, ACROSS THE HIGHWAY FROM THE
 KA0050'APPROXIMATE CENTER OF A LARGE ORCHARD ON THE SOUTH SIDE OF THE
 KA0050'HIGHWAY, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22
 KA0050'FEET NORTHWEST OF THE CENTER LINE OF A FARM ENTRANCE ROAD LEADING
 KA0050'TO THE HOWARD JOHNSON FARM HOUSE, 2 FEET SOUTHWEST OF A FENCE LINE,
 KA0050'2.5 FEET WEST OF THE FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE
 KA0050'WOODEN POST AND ABOUT 1.5 FEET HIGHER THAN THE LEVEL OF THE HIGHWAY.
 KA0050'A STANDARD DISK, STAMPED V 61 1946 AND SET IN THE TOP OF A CONCRETE
 KA0050'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0634 ***********************************************************************
 KA0634  DESIGNATION -  V 62
 KA0634  PID         -  KA0634
 KA0634  STATE/COUNTY-  IN/HENDRICKS
 KA0634  COUNTRY     -  US
 KA0634  USGS QUAD   -  CLAYTON (2019)
 KA0634
 KA0634                         *CURRENT SURVEY CONTROL
 KA0634  ______________________________________________________________________
 KA0634* NAD 83(1986) POSITION- 39 39 40.     (N) 086 32 48.     (W)   SCALED
 KA0634* NAVD 88 ORTHO HEIGHT -   253.637 (meters)      832.14  (feet) ADJUSTED
 KA0634  ______________________________________________________________________
 KA0634  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KA0634  DYNAMIC HEIGHT  -        253.497 (meters)      831.68  (feet) COMP
 KA0634  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 KA0634
 KA0634  VERT ORDER      -  SECOND    CLASS 0
 KA0634
 KA0634.The horizontal coordinates were scaled from a map and have
 KA0634.an estimated accuracy of +/- 6 seconds.
 KA0634
 KA0634.The orthometric height was determined by differential leveling and
 KA0634.adjusted by the NATIONAL GEODETIC SURVEY
 KA0634.in June 1991.
 KA0634
 KA0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0634.GEOID18 height accuracy estimate available here.
 KA0634
 KA0634.Click photographs - Photos may exist for this station.
 KA0634
 KA0634.The dynamic height is computed by dividing the NAVD 88
 KA0634.geopotential number by the normal gravity value computed on the
 KA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0634.degrees latitude (g = 980.6199 gals.).
 KA0634
 KA0634.The modeled gravity was interpolated from observed gravity values.
 KA0634
 KA0634;                    North         East    Units  Estimated Accuracy
 KA0634;SPC IN W     -   490,030.      946,050.      MT  (+/- 180 meters Scaled)
 KA0634
 KA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388902(NAD 83)
 KA0634
 KA0634                          SUPERSEDED SURVEY CONTROL
 KA0634
 KA0634  NGVD 29 (??/??/92)  253.722  (m)          832.42   (f) ADJ UNCH    2 0
 KA0634
 KA0634.Superseded values are not recommended for survey control.
 KA0634
 KA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0634.See file dsdata.pdf to determine how the superseded data were derived.
 KA0634
 KA0634_MARKER: DB = BENCH MARK DISK
 KA0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0634_SP_SET: CULVERT HEADWALL
 KA0634_STAMPING: V 62 1946
 KA0634_MARK LOGO: CGS
 KA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0634+STABILITY: SURFACE MOTION
 KA0634
 KA0634  HISTORY     - Date     Condition        Report By
 KA0634  HISTORY     - 1946     MONUMENTED       CGS
 KA0634  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0634
 KA0634                          STATION DESCRIPTION
 KA0634
 KA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0634'3.3 MI W FROM BELLEVILLE.
 KA0634'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 KA0634'OF STATE HIGHWAY 39 AT BELLEVILLE, ABOUT 0.45 MILE EAST OF THE
 KA0634'ORCHARD TERRACE TOURIST COTTAGES AND CAFE ON THE NORTH SIDE OF
 KA0634'THE HIGHWAY, 0.3 MILE WEST OF A CROSS ROAD, SET IN THE TOP OF THE
 KA0634'EAST END OF THE SOUTH HEADWALL OF A 4 FOOT CONCRETE CULVERT, 25
 KA0634'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST
 KA0634'BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V
 KA0634'62 1946.
 KA0634
 KA0634                          STATION RECOVERY (1985)
 KA0634
 KA0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0634'THE TOP OF THE HEADWALL HAS BEEN BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0690 ***********************************************************************
 KA0690  DESIGNATION -  V 63
 KA0690  PID         -  KA0690
 KA0690  STATE/COUNTY-  IN/MORGAN
 KA0690  COUNTRY     -  US
 KA0690  USGS QUAD   -  HALL (2019)
 KA0690
 KA0690                         *CURRENT SURVEY CONTROL
 KA0690  ______________________________________________________________________
 KA0690* NAD 83(1986) POSITION- 39 34 44.81   (N) 086 31 18.36   (W)   HD_HELD1
 KA0690* NAVD 88 ORTHO HEIGHT -   228.935 (meters)      751.10  (feet) ADJUSTED
 KA0690  ______________________________________________________________________
 KA0690  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 KA0690  DYNAMIC HEIGHT  -        228.807 (meters)      750.68  (feet) COMP
 KA0690  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 KA0690
 KA0690  VERT ORDER      -  SECOND    CLASS 0
 KA0690
 KA0690.The horizontal coordinates were determined by differentially corrected
 KA0690.hand held GPS observations or other comparable positioning techniques
 KA0690.and have an estimated accuracy of +/- 3 meters.
 KA0690
 KA0690.The orthometric height was determined by differential leveling and
 KA0690.adjusted by the NATIONAL GEODETIC SURVEY
 KA0690.in June 1991.
 KA0690
 KA0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0690.GEOID18 height accuracy estimate available here.
 KA0690
 KA0690.Click photographs - Photos may exist for this station.
 KA0690
 KA0690.The dynamic height is computed by dividing the NAVD 88
 KA0690.geopotential number by the normal gravity value computed on the
 KA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0690.degrees latitude (g = 980.6199 gals.).
 KA0690
 KA0690.The modeled gravity was interpolated from observed gravity values.
 KA0690
 KA0690;                    North         East    Units  Estimated Accuracy
 KA0690;SPC IN W     -   480,938.6     948,246.0     MT  (+/- 3 meters HH1 GPS) 
 KA0690
 KA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4107181153(NAD 83)
 KA0690
 KA0690                          SUPERSEDED SURVEY CONTROL
 KA0690
 KA0690  NGVD 29 (??/??/92)  229.047  (m)          751.47   (f) ADJ UNCH    2 0
 KA0690
 KA0690.Superseded values are not recommended for survey control.
 KA0690
 KA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0690.See file dsdata.pdf to determine how the superseded data were derived.
 KA0690
 KA0690_MARKER: DB = BENCH MARK DISK
 KA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0690_STAMPING: V 63 1946
 KA0690_MARK LOGO: CGS
 KA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0690+STABILITY: SURFACE MOTION
 KA0690
 KA0690  HISTORY     - Date     Condition        Report By
 KA0690  HISTORY     - 1946     MONUMENTED       CGS
 KA0690  HISTORY     - 20110525 MARK NOT FOUND   GEOCAC
 KA0690
 KA0690                          STATION DESCRIPTION
 KA0690
 KA0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0690'2.1 MI W FROM MONROVIA.
 KA0690'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0690'AT MONROVIA, 0.5 MILE WEST OF A ROAD SOUTH, AT THE JUNCTION OF A
 KA0690'ROAD LEADING NORTH TO HAZELWOOD, SET IN THE SOUTHEAST CORNER OF A
 KA0690'CULTIVATED FIELD, 32 FEET NORTH OF THE CENTER LINE OF THE
 KA0690'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 15
 KA0690'FEET NORTH OF THE WEST END OF A 30 INCH METAL PIPE CULVERT UNDER
 KA0690'THE SIDE ROAD, 1.0 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND
 KA0690'ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KA0690'DISK, STAMPED V 63 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0690'PROJECTING 5 INCHES ABOVE GROUND.
 KA0690
 KA0690                          STATION RECOVERY (2011)
 KA0690
 KA0690'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0690'NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0552 ***********************************************************************
 KA0552  DESIGNATION -  V 65
 KA0552  PID         -  KA0552
 KA0552  STATE/COUNTY-  IN/MORGAN
 KA0552  COUNTRY     -  US
 KA0552  USGS QUAD   -  PARAGON (2019)
 KA0552
 KA0552                         *CURRENT SURVEY CONTROL
 KA0552  ______________________________________________________________________
 KA0552* NAD 83(1986) POSITION- 39 28 12.     (N) 086 37 04.     (W)   SCALED
 KA0552* NAVD 88 ORTHO HEIGHT -   237.580 (meters)      779.46  (feet) ADJUSTED
 KA0552  ______________________________________________________________________
 KA0552  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 KA0552  DYNAMIC HEIGHT  -        237.445 (meters)      779.02  (feet) COMP
 KA0552  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 KA0552
 KA0552  VERT ORDER      -  SECOND    CLASS 0
 KA0552
 KA0552.The horizontal coordinates were scaled from a map and have
 KA0552.an estimated accuracy of +/- 6 seconds.
 KA0552
 KA0552.The orthometric height was determined by differential leveling and
 KA0552.adjusted by the NATIONAL GEODETIC SURVEY
 KA0552.in June 1991.
 KA0552
 KA0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0552.GEOID18 height accuracy estimate available here.
 KA0552
 KA0552.Click photographs - Photos may exist for this station.
 KA0552
 KA0552.The dynamic height is computed by dividing the NAVD 88
 KA0552.geopotential number by the normal gravity value computed on the
 KA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0552.degrees latitude (g = 980.6199 gals.).
 KA0552
 KA0552.The modeled gravity was interpolated from observed gravity values.
 KA0552
 KA0552;                    North         East    Units  Estimated Accuracy
 KA0552;SPC IN W     -   468,780.      940,060.      MT  (+/- 180 meters Scaled)
 KA0552
 KA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ328690(NAD 83)
 KA0552
 KA0552                          SUPERSEDED SURVEY CONTROL
 KA0552
 KA0552  NGVD 29 (??/??/92)  237.699  (m)          779.85   (f) ADJ UNCH    2 0
 KA0552
 KA0552.Superseded values are not recommended for survey control.
 KA0552
 KA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0552.See file dsdata.pdf to determine how the superseded data were derived.
 KA0552
 KA0552_MARKER: DB = BENCH MARK DISK
 KA0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0552_SP_SET: BRIDGE
 KA0552_STAMPING: V 65 1946
 KA0552_MARK LOGO: CGS
 KA0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0552
 KA0552  HISTORY     - Date     Condition        Report By
 KA0552  HISTORY     - 1946     MONUMENTED       CGS
 KA0552
 KA0552                          STATION DESCRIPTION
 KA0552
 KA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0552'0.8 MI E FROM LEWISVILLE.
 KA0552'0.75 MILE EAST ALONG THE WAKELAND-LEWISVILLE ROAD FROM THE CROSS
 KA0552'ROADS AT LEWISVILLE, SET IN THE TOP OF THE SOUTHEAST WINGWALL AT
 KA0552'THE EAST END OF A 10-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 10
 KA0552'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND LEVEL WITH THE ROAD.
 KA0552'A STANDARD DISK, STAMPED V 65 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1086 ***********************************************************************
 KA1086  DESIGNATION -  V 66
 KA1086  PID         -  KA1086
 KA1086  STATE/COUNTY-  IN/VIGO
 KA1086  COUNTRY     -  US
 KA1086  USGS QUAD   -  SEELYVILLE (2019)
 KA1086
 KA1086                         *CURRENT SURVEY CONTROL
 KA1086  ______________________________________________________________________
 KA1086* NAD 83(1986) POSITION- 39 29 39.     (N) 087 16 01.     (W)   SCALED
 KA1086* NAVD 88 ORTHO HEIGHT -   179.077 (meters)      587.52  (feet) ADJUSTED
 KA1086  ______________________________________________________________________
 KA1086  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 KA1086  DYNAMIC HEIGHT  -        178.974 (meters)      587.18  (feet) COMP
 KA1086  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 KA1086
 KA1086  VERT ORDER      -  FIRST     CLASS II
 KA1086
 KA1086.The horizontal coordinates were scaled from a map and have
 KA1086.an estimated accuracy of +/- 6 seconds.
 KA1086
 KA1086.The orthometric height was determined by differential leveling and
 KA1086.adjusted by the NATIONAL GEODETIC SURVEY
 KA1086.in June 1991.
 KA1086
 KA1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1086.GEOID18 height accuracy estimate available here.
 KA1086
 KA1086.Click photographs - Photos may exist for this station.
 KA1086
 KA1086.The dynamic height is computed by dividing the NAVD 88
 KA1086.geopotential number by the normal gravity value computed on the
 KA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1086.degrees latitude (g = 980.6199 gals.).
 KA1086
 KA1086.The modeled gravity was interpolated from observed gravity values.
 KA1086
 KA1086;                    North         East    Units  Estimated Accuracy
 KA1086;SPC IN W     -   471,370.      884,210.      MT  (+/- 180 meters Scaled)
 KA1086
 KA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770716(NAD 83)
 KA1086
 KA1086                          SUPERSEDED SURVEY CONTROL
 KA1086
 KA1086  NGVD 29 (??/??/92)  179.176  (m)          587.85   (f) ADJ UNCH    1 2
 KA1086
 KA1086.Superseded values are not recommended for survey control.
 KA1086
 KA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1086.See file dsdata.pdf to determine how the superseded data were derived.
 KA1086
 KA1086_MARKER: DB = BENCH MARK DISK
 KA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1086_STAMPING: V 66 1946
 KA1086_MARK LOGO: CGS
 KA1086_PROJECTION: PROJECTING 5 CENTIMETERS
 KA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1086+STABILITY: SURFACE MOTION
 KA1086
 KA1086  HISTORY     - Date     Condition        Report By
 KA1086  HISTORY     - 1946     MONUMENTED       CGS
 KA1086  HISTORY     - 1985     GOOD             NGS
 KA1086  HISTORY     - 19900428 GOOD             USPSQD
 KA1086
 KA1086                          STATION DESCRIPTION
 KA1086
 KA1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1086'AT SEELYVILLE.
 KA1086'AT SEELYVILLE, AT THE CROSS ROADS, 79 FEET NORTH OF AND ABOUT
 KA1086'LEVEL WITH THE CENTER LINE OF U.S. HIGHWAY 40, 37 FEET SOUTH
 KA1086'OF THE NORTHWEST CORNER OF THE J.J. SMITH BRICK STORE BUILDING,
 KA1086'24.5 FEET EAST OF A PAVED ROAD LEADING NORTH, 0.6 FOOT WEST OF
 KA1086'THE WEST WALL OF THE BUILDING, 2.0 FEET NORTH OF A WHITE WOODEN
 KA1086'WITNESS POST, AND SET DIRECTLY BELOW THE MIDDLE WINDOW OF THE
 KA1086'LOWER ROW OF WINDOWS ON THE WEST WALL OF THE BUILDING.  THE J.J.
 KA1086'SMITH STORE BUILDING IS THE FIRST BUILDING WEST OF THE POST
 KA1086'OFFICE AT SEELYVILLE.  A STANDARD DISK, STAMPED V 66 1946 AND
 KA1086'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA1086'GROUND.
 KA1086
 KA1086                          STATION RECOVERY (1985)
 KA1086
 KA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1086'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KA1086'SEELYVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND SEELYVILLE
 KA1086'ROAD, DIRECTLY BELOW THE CENTER 1 OF 3 WINDOWS ALONG THE WEST WALL OF
 KA1086'THE LOUGHNER BLOCK BUILDING, 24.1 M (79.1 FT) NORTHWEST OF THE
 KA1086'CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) SOUTH OF THE NORTHWEST
 KA1086'CORNER OF THE BUILDING, 10.1 M (33.1 FT) NORTH OF THE SOUTHWEST CORNER
 KA1086'OF THE BUILDING, 8.3 M (27.2 FT) EAST OF THE CENTER OF THE ROAD, AND
 KA1086'0.2 M (0.7 FT) WEST OF THE WEST FACE OF THE BUILDING.
 KA1086'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KA1086
 KA1086                          STATION RECOVERY (1990)
 KA1086
 KA1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0931 ***********************************************************************
 KA0931  DESIGNATION -  V 67
 KA0931  PID         -  KA0931
 KA0931  STATE/COUNTY-  IN/CLAY
 KA0931  COUNTRY     -  US
 KA0931  USGS QUAD   -  BRAZIL EAST (2019)
 KA0931
 KA0931                         *CURRENT SURVEY CONTROL
 KA0931  ______________________________________________________________________
 KA0931* NAD 83(1986) POSITION- 39 36 00.     (N) 087 05 16.     (W)   SCALED
 KA0931* NAVD 88 ORTHO HEIGHT -   214.715 (meters)      704.44  (feet) ADJUSTED
 KA0931  ______________________________________________________________________
 KA0931  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 KA0931  DYNAMIC HEIGHT  -        214.592 (meters)      704.04  (feet) COMP
 KA0931  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 KA0931
 KA0931  VERT ORDER      -  FIRST     CLASS II
 KA0931
 KA0931.The horizontal coordinates were scaled from a map and have
 KA0931.an estimated accuracy of +/- 6 seconds.
 KA0931
 KA0931.The orthometric height was determined by differential leveling and
 KA0931.adjusted by the NATIONAL GEODETIC SURVEY
 KA0931.in June 1991.
 KA0931
 KA0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0931.GEOID18 height accuracy estimate available here.
 KA0931
 KA0931.Click photographs - Photos may exist for this station.
 KA0931
 KA0931.The dynamic height is computed by dividing the NAVD 88
 KA0931.geopotential number by the normal gravity value computed on the
 KA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0931.degrees latitude (g = 980.6199 gals.).
 KA0931
 KA0931.The modeled gravity was interpolated from observed gravity values.
 KA0931
 KA0931;                    North         East    Units  Estimated Accuracy
 KA0931;SPC IN W     -   483,110.      899,620.      MT  (+/- 180 meters Scaled)
 KA0931
 KA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ924833(NAD 83)
 KA0931
 KA0931                          SUPERSEDED SURVEY CONTROL
 KA0931
 KA0931  NGVD 29 (??/??/92)  214.822  (m)          704.80   (f) ADJ UNCH    1 2
 KA0931
 KA0931.Superseded values are not recommended for survey control.
 KA0931
 KA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0931.See file dsdata.pdf to determine how the superseded data were derived.
 KA0931
 KA0931_MARKER: DB = BENCH MARK DISK
 KA0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0931_SP_SET: ABUTMENT
 KA0931_STAMPING: V 67 1946
 KA0931_MARK LOGO: CGS
 KA0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0931
 KA0931  HISTORY     - Date     Condition        Report By
 KA0931  HISTORY     - 1946     MONUMENTED       CGS
 KA0931  HISTORY     - 1985     GOOD             NGS
 KA0931
 KA0931                          STATION DESCRIPTION
 KA0931
 KA0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0931'1.2 MI E FROM CARBON.
 KA0931'ABOUT 1.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0931'STATION AT CARBON, AT MILEAGE POLE 51-35, SET IN THE TOP OF THE
 KA0931'NORTH END OF THE EAST ABUTMENT OF A CONCRETE RAILROAD OVER PASS
 KA0931'OVER A GRAVEL ROAD, 9.5 FEET NORTH OF AND ABOUT 1.5 FOOT LOWER
 KA0931'THAN THE CENTER LINE OF THE NORTH MAIN TRACK.  A STANDARD DISK,
 KA0931'STAMPED V 67 1946.
 KA0931
 KA0931                          STATION RECOVERY (1985)
 KA0931
 KA0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0931'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.1 MI)
 KA0931'EAST ALONG THE CONRAIL RAILROAD FROM ITS JUNCTION WITH SOUTH POPLAR
 KA0931'STREET IN CARBON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0937 ***********************************************************************
 KA0937  DESIGNATION -  V 68
 KA0937  PID         -  KA0937
 KA0937  STATE/COUNTY-  IN/CLAY
 KA0937  COUNTRY     -  US
 KA0937  USGS QUAD   -  BRAZIL EAST (2019)
 KA0937
 KA0937                         *CURRENT SURVEY CONTROL
 KA0937  ______________________________________________________________________
 KA0937* NAD 83(1986) POSITION- 39 31 03.     (N) 087 04 14.     (W)   SCALED
 KA0937* NAVD 88 ORTHO HEIGHT -   199.761 (meters)      655.38  (feet) ADJUSTED
 KA0937  ______________________________________________________________________
 KA0937  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 KA0937  DYNAMIC HEIGHT  -        199.646 (meters)      655.01  (feet) COMP
 KA0937  MODELED GRAVITY -    980,046.3   (mgal)                       NAVD 88
 KA0937
 KA0937  VERT ORDER      -  SECOND    CLASS 0
 KA0937
 KA0937.The horizontal coordinates were scaled from a map and have
 KA0937.an estimated accuracy of +/- 6 seconds.
 KA0937
 KA0937.The orthometric height was determined by differential leveling and
 KA0937.adjusted by the NATIONAL GEODETIC SURVEY
 KA0937.in June 1991.
 KA0937
 KA0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0937.GEOID18 height accuracy estimate available here.
 KA0937
 KA0937.Click photographs - Photos may exist for this station.
 KA0937
 KA0937.The dynamic height is computed by dividing the NAVD 88
 KA0937.geopotential number by the normal gravity value computed on the
 KA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0937.degrees latitude (g = 980.6199 gals.).
 KA0937
 KA0937.The modeled gravity was interpolated from observed gravity values.
 KA0937
 KA0937;                    North         East    Units  Estimated Accuracy
 KA0937;SPC IN W     -   473,950.      901,100.      MT  (+/- 180 meters Scaled)
 KA0937
 KA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ939742(NAD 83)
 KA0937
 KA0937                          SUPERSEDED SURVEY CONTROL
 KA0937
 KA0937  NGVD 29 (??/??/92)  199.867  (m)          655.73   (f) ADJ UNCH    2 0
 KA0937
 KA0937.Superseded values are not recommended for survey control.
 KA0937
 KA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0937.See file dsdata.pdf to determine how the superseded data were derived.
 KA0937
 KA0937_MARKER: DB = BENCH MARK DISK
 KA0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0937_STAMPING: V 68 1946
 KA0937_MARK LOGO: CGS
 KA0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0937+STABILITY: SURFACE MOTION
 KA0937
 KA0937  HISTORY     - Date     Condition        Report By
 KA0937  HISTORY     - 1946     MONUMENTED       CGS
 KA0937
 KA0937                          STATION DESCRIPTION
 KA0937
 KA0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0937'1.1 MI S FROM HARMONY.
 KA0937'ABOUT 1.1 MILES SOUTH ALONG A ROAD LEADING TO ASHERVILLE FROM
 KA0937'THE POST OFFICE AT HARMONY, 1.0 MILE NORTH OF BARNETTS SCHOOL,
 KA0937'AT A CROSSROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 KA0937'ROAD, 41 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA0937'THE NORTH-SOUTH ROAD, 15 FEET SOUTHWEST OF A 48 INCH OAK TREE,
 KA0937'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0937'DISK, STAMPED V 68 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0937'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0519 ***********************************************************************
 KA0519  DESIGNATION -  V 69
 KA0519  PID         -  KA0519
 KA0519  STATE/COUNTY-  IN/OWEN
 KA0519  COUNTRY     -  US
 KA0519  USGS QUAD   -  POLAND (2019)
 KA0519
 KA0519                         *CURRENT SURVEY CONTROL
 KA0519  ______________________________________________________________________
 KA0519* NAD 83(1986) POSITION- 39 23 01.     (N) 086 55 34.     (W)   SCALED
 KA0519* NAVD 88 ORTHO HEIGHT -   192.346 (meters)      631.06  (feet) ADJUSTED
 KA0519  ______________________________________________________________________
 KA0519  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 KA0519  DYNAMIC HEIGHT  -        192.234 (meters)      630.69  (feet) COMP
 KA0519  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 KA0519
 KA0519  VERT ORDER      -  SECOND    CLASS 0
 KA0519
 KA0519.The horizontal coordinates were scaled from a map and have
 KA0519.an estimated accuracy of +/- 6 seconds.
 KA0519
 KA0519.The orthometric height was determined by differential leveling and
 KA0519.adjusted by the NATIONAL GEODETIC SURVEY
 KA0519.in June 1991.
 KA0519
 KA0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0519.GEOID18 height accuracy estimate available here.
 KA0519
 KA0519.Click photographs - Photos may exist for this station.
 KA0519
 KA0519.The dynamic height is computed by dividing the NAVD 88
 KA0519.geopotential number by the normal gravity value computed on the
 KA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0519.degrees latitude (g = 980.6199 gals.).
 KA0519
 KA0519.The modeled gravity was interpolated from observed gravity values.
 KA0519
 KA0519;                    North         East    Units  Estimated Accuracy
 KA0519;SPC IN W     -   459,100.      913,550.      MT  (+/- 180 meters Scaled)
 KA0519
 KA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ063593(NAD 83)
 KA0519
 KA0519                          SUPERSEDED SURVEY CONTROL
 KA0519
 KA0519  NGVD 29 (??/??/92)  192.465  (m)          631.45   (f) ADJ UNCH    2 0
 KA0519
 KA0519.Superseded values are not recommended for survey control.
 KA0519
 KA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0519.See file dsdata.pdf to determine how the superseded data were derived.
 KA0519
 KA0519_MARKER: DB = BENCH MARK DISK
 KA0519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0519_SP_SET: CULVERT HEADWALL
 KA0519_STAMPING: V 69 1946
 KA0519_MARK LOGO: CGS
 KA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0519+STABILITY: SURFACE MOTION
 KA0519
 KA0519  HISTORY     - Date     Condition        Report By
 KA0519  HISTORY     - 1946     MONUMENTED       CGS
 KA0519
 KA0519                          STATION DESCRIPTION
 KA0519
 KA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0519'1.7 MI SW FROM JORDAN.
 KA0519'1.7 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE COMMUNITY
 KA0519'PRESBYTERIAN CHURCH AT JORDAN, 0.15 MILE SOUTH OF A T ROAD
 KA0519'JUNCTION OF A ROAD LEADING EAST AND WEST, 0.85 MILE NORTH OF A
 KA0519'CEMETERY ON THE WEST SIDE OF THE ROAD, SET IN THE TOP OF THE SOUTH
 KA0519'END OF A 6-FOOT CONCRETE HEADWALL OF AN 18-INCH CORRUGATED PIPE
 KA0519'CULVERT, 11 FEET WEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE
 KA0519'OF THE ROAD.  A STANDARD DISK, STAMPED V 69 1946 AND SET IN
 KA0519'A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1171 ***********************************************************************
 KA1171  DESIGNATION -  V 70
 KA1171  PID         -  KA1171
 KA1171  STATE/COUNTY-  IN/CLAY
 KA1171  COUNTRY     -  US
 KA1171  USGS QUAD   -  CLAY CITY (2019)
 KA1171
 KA1171                         *CURRENT SURVEY CONTROL
 KA1171  ______________________________________________________________________
 KA1171* NAD 83(1986) POSITION- 39 17 05.     (N) 087 06 42.     (W)   SCALED
 KA1171* NAVD 88 ORTHO HEIGHT -   173.010 (meters)      567.62  (feet) ADJUSTED
 KA1171  ______________________________________________________________________
 KA1171  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 KA1171  DYNAMIC HEIGHT  -        172.910 (meters)      567.29  (feet) COMP
 KA1171  MODELED GRAVITY -    980,042.3   (mgal)                       NAVD 88
 KA1171
 KA1171  VERT ORDER      -  SECOND    CLASS 0
 KA1171
 KA1171.The horizontal coordinates were scaled from a map and have
 KA1171.an estimated accuracy of +/- 6 seconds.
 KA1171
 KA1171.The orthometric height was determined by differential leveling and
 KA1171.adjusted by the NATIONAL GEODETIC SURVEY
 KA1171.in June 1991.
 KA1171
 KA1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1171.GEOID18 height accuracy estimate available here.
 KA1171
 KA1171.Click photographs - Photos may exist for this station.
 KA1171
 KA1171.The dynamic height is computed by dividing the NAVD 88
 KA1171.geopotential number by the normal gravity value computed on the
 KA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1171.degrees latitude (g = 980.6199 gals.).
 KA1171
 KA1171.The modeled gravity was interpolated from observed gravity values.
 KA1171
 KA1171;                    North         East    Units  Estimated Accuracy
 KA1171;SPC IN W     -   448,110.      897,560.      MT  (+/- 180 meters Scaled)
 KA1171
 KA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ903483(NAD 83)
 KA1171
 KA1171                          SUPERSEDED SURVEY CONTROL
 KA1171
 KA1171  NGVD 29 (??/??/92)  173.124  (m)          567.99   (f) ADJ UNCH    2 0
 KA1171
 KA1171.Superseded values are not recommended for survey control.
 KA1171
 KA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1171.See file dsdata.pdf to determine how the superseded data were derived.
 KA1171
 KA1171_MARKER: DB = BENCH MARK DISK
 KA1171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1171_SP_SET: CULVERT HEADWALL
 KA1171_STAMPING: V 70 1946
 KA1171_MARK LOGO: CGS
 KA1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1171+STABILITY: SURFACE MOTION
 KA1171
 KA1171  HISTORY     - Date     Condition        Report By
 KA1171  HISTORY     - 1946     MONUMENTED       CGS
 KA1171  HISTORY     - 1956     MARK NOT FOUND   CGS
 KA1171
 KA1171                          STATION DESCRIPTION
 KA1171
 KA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1171'0.6 MI N FROM CLAY CITY.
 KA1171'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA1171'AT CLAY CITY, 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS
 KA1171'59 AND 246, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 KA1171'WALL OF A LARGE CULVERT, 9 FEET SOUTH OF AND ABOUT 2 FEET ABOVE
 KA1171'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V
 KA1171'70 1946.  NOTE-- NEW CULVERT.  THE INDIANA STATE HIGHWAY
 KA1171'DEPARTMENT HAS A DISK SET IN THE EAST END OF THE NORTH HEADWALL.
 KA1171
 KA1171                          STATION RECOVERY (1956)
 KA1171
 KA1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KA1171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0898 ***********************************************************************
 KA0898  DESIGNATION -  V 71
 KA0898  PID         -  KA0898
 KA0898  STATE/COUNTY-  IN/PARKE
 KA0898  COUNTRY     -  US
 KA0898  USGS QUAD   -  CATLIN (2019)
 KA0898
 KA0898                         *CURRENT SURVEY CONTROL
 KA0898  ______________________________________________________________________
 KA0898* NAD 83(1986) POSITION- 39 44 41.23   (N) 087 13 29.69   (W)   HD_HELD1
 KA0898* NAVD 88 ORTHO HEIGHT -   204.425 (meters)      670.68  (feet) ADJUSTED
 KA0898  ______________________________________________________________________
 KA0898  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 KA0898  DYNAMIC HEIGHT  -        204.309 (meters)      670.30  (feet) COMP
 KA0898  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 KA0898
 KA0898  VERT ORDER      -  SECOND    CLASS 0
 KA0898
 KA0898.The horizontal coordinates were determined by differentially corrected
 KA0898.hand held GPS observations or other comparable positioning techniques
 KA0898.and have an estimated accuracy of +/- 3 meters.
 KA0898
 KA0898.The orthometric height was determined by differential leveling and
 KA0898.adjusted by the NATIONAL GEODETIC SURVEY
 KA0898.in June 1991.
 KA0898
 KA0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0898.GEOID18 height accuracy estimate available here.
 KA0898
 KA0898.Click photographs - Photos may exist for this station.
 KA0898
 KA0898.The dynamic height is computed by dividing the NAVD 88
 KA0898.geopotential number by the normal gravity value computed on the
 KA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0898.degrees latitude (g = 980.6199 gals.).
 KA0898
 KA0898.The modeled gravity was interpolated from observed gravity values.
 KA0898
 KA0898;                    North         East    Units  Estimated Accuracy
 KA0898;SPC IN W     -   499,191.2     887,865.4     MT  (+/- 3 meters HH1 GPS) 
 KA0898
 KA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8073099455(NAD 83)
 KA0898
 KA0898                          SUPERSEDED SURVEY CONTROL
 KA0898
 KA0898  NGVD 29 (??/??/92)  204.520  (m)          671.00   (f) ADJ UNCH    2 0
 KA0898
 KA0898.Superseded values are not recommended for survey control.
 KA0898
 KA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0898.See file dsdata.pdf to determine how the superseded data were derived.
 KA0898
 KA0898_MARKER: DB = BENCH MARK DISK
 KA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0898_STAMPING: V 71 1946
 KA0898_MARK LOGO: CGS
 KA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0898+STABILITY: SURFACE MOTION
 KA0898
 KA0898  HISTORY     - Date     Condition        Report By
 KA0898  HISTORY     - 1946     MONUMENTED       CGS
 KA0898
 KA0898                          STATION DESCRIPTION
 KA0898
 KA0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0898'1.2 MI S FROM ROCKVILLE.
 KA0898'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0898'AT ROCKVILLE, PARKE COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 KA0898'SOUTHWEST CORNER OF A WHITE FARMHOUSE ON THE EAST SIDE OF THE
 KA0898'TRACK, AT A PRIVATE-ROAD CROSSING, 27.5 FEET EAST OF THE EAST
 KA0898'RAIL OF THE TRACK, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KA0898'15 FEET SOUTHWEST OF A FENCE CORNER, 3 FEET WEST OF A POLE, AND
 KA0898'ABOUT 4 FEET HIGHER THAN THE LEVEL OF THE CROSSING.  A STANDARD
 KA0898'DISK, STAMPED V 71 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0898'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0798 ***********************************************************************
 KA0798  DESIGNATION -  V 72
 KA0798  PID         -  KA0798
 KA0798  STATE/COUNTY-  IN/HENDRICKS
 KA0798  COUNTRY     -  US
 KA0798  USGS QUAD   -  NORTH SALEM (2019)
 KA0798
 KA0798                         *CURRENT SURVEY CONTROL
 KA0798  ______________________________________________________________________
 KA0798* NAD 83(1986) POSITION- 39 51 35.     (N) 086 38 28.     (W)   SCALED
 KA0798* NAVD 88 ORTHO HEIGHT -   272.343 (meters)      893.51  (feet) ADJUSTED
 KA0798  ______________________________________________________________________
 KA0798  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 KA0798  DYNAMIC HEIGHT  -        272.195 (meters)      893.03  (feet) COMP
 KA0798  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 KA0798
 KA0798  VERT ORDER      -  SECOND    CLASS 0
 KA0798
 KA0798.The horizontal coordinates were scaled from a map and have
 KA0798.an estimated accuracy of +/- 6 seconds.
 KA0798
 KA0798.The orthometric height was determined by differential leveling and
 KA0798.adjusted by the NATIONAL GEODETIC SURVEY
 KA0798.in June 1991.
 KA0798
 KA0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0798.GEOID18 height accuracy estimate available here.
 KA0798
 KA0798.Click photographs - Photos may exist for this station.
 KA0798
 KA0798.The dynamic height is computed by dividing the NAVD 88
 KA0798.geopotential number by the normal gravity value computed on the
 KA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0798.degrees latitude (g = 980.6199 gals.).
 KA0798
 KA0798.The modeled gravity was interpolated from observed gravity values.
 KA0798
 KA0798;                    North         East    Units  Estimated Accuracy
 KA0798;SPC IN W     -   512,040.      937,840.      MT  (+/- 180 meters Scaled)
 KA0798
 KA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK306122(NAD 83)
 KA0798
 KA0798                          SUPERSEDED SURVEY CONTROL
 KA0798
 KA0798  NGVD 29 (??/??/92)  272.46   (m)          893.9    (f) COMPUTED    2 0
 KA0798
 KA0798.Superseded values are not recommended for survey control.
 KA0798
 KA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0798.See file dsdata.pdf to determine how the superseded data were derived.
 KA0798
 KA0798_MARKER: DB = BENCH MARK DISK
 KA0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0798_STAMPING: V 72 1946
 KA0798_MARK LOGO: CGS
 KA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0798+STABILITY: SURFACE MOTION
 KA0798
 KA0798  HISTORY     - Date     Condition        Report By
 KA0798  HISTORY     - 1946     MONUMENTED       CGS
 KA0798
 KA0798                          STATION DESCRIPTION
 KA0798
 KA0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0798'AT NORTH SALEM.
 KA0798'AT NORTH SALEM, AT THE INTERSECTION OF STATE HIGHWAYS NUMBER 75 AND
 KA0798'136, AT THE SOUTHEAST CORNER OF THE CHURCH OF CHRIST, 3 FEET
 KA0798'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING 42 FEET
 KA0798'NORTH OF THE CENTER LINE OF STATE HIGHWAY 136, AND ABOUT 2 FEET
 KA0798'HIGHER THAN HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0799 ***********************************************************************
 KA0799  DESIGNATION -  V 72 RESET
 KA0799  PID         -  KA0799
 KA0799  STATE/COUNTY-  IN/HENDRICKS
 KA0799  COUNTRY     -  US
 KA0799  USGS QUAD   -  NORTH SALEM (2019)
 KA0799
 KA0799                         *CURRENT SURVEY CONTROL
 KA0799  ______________________________________________________________________
 KA0799* NAD 83(1986) POSITION- 39 51 35.     (N) 086 38 28.     (W)   SCALED
 KA0799* NAVD 88 ORTHO HEIGHT -   267.84  (meters)      878.7   (feet) RESET
 KA0799  ______________________________________________________________________
 KA0799  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 KA0799  VERT ORDER      -  THIRD
 KA0799
 KA0799.The horizontal coordinates were scaled from a map and have
 KA0799.an estimated accuracy of +/- 6 seconds.
 KA0799
 KA0799.The orthometric height was computed from unverified reset data.
 KA0799
 KA0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0799.GEOID18 height accuracy estimate available here.
 KA0799
 KA0799.Click photographs - Photos may exist for this station.
 KA0799
 KA0799;                    North         East    Units  Estimated Accuracy
 KA0799;SPC IN W     -   512,040.      937,840.      MT  (+/- 180 meters Scaled)
 KA0799
 KA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK306122(NAD 83)
 KA0799
 KA0799                          SUPERSEDED SURVEY CONTROL
 KA0799
 KA0799  NGVD 29 (??/??/??)  267.95   (m)          879.1    (f) RESET       3  
 KA0799
 KA0799.Superseded values are not recommended for survey control.
 KA0799
 KA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0799.See file dsdata.pdf to determine how the superseded data were derived.
 KA0799
 KA0799_MARKER: DB = BENCH MARK DISK
 KA0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0799_SP_SET: CULVERT HEADWALL
 KA0799_STAMPING: V 72 RESET 1956
 KA0799_MARK LOGO: CGS
 KA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0799+STABILITY: SURFACE MOTION
 KA0799
 KA0799  HISTORY     - Date     Condition        Report By
 KA0799  HISTORY     - 1956     MONUMENTED       INFCC
 KA0799
 KA0799                          STATION DESCRIPTION
 KA0799
 KA0799'DESCRIBED BY IN FLOOD CONTR COMM 1956
 KA0799'AT NORTH SALEM.
 KA0799'AT NORTH SALEM, HENDRICKS COUNTY, AT THE INTERSECTION OF STATE
 KA0799'HIGHWAYS 75 AND 236, 110 YARDS EAST ALONG STATE HIGHWAY 236 FROM
 KA0799'THE INTERSECTION, AT A 10-FOOT CULVERT, IN THE TOP OF THE WEST END
 KA0799'OF THE NORTH HEADWALL, 10 YARDS NORTH OF THE CENTERLINE OF THE
 KA0799'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 KA0799'DISK, STAMPED V 72 RESET 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0768 ***********************************************************************
 KA0768  DESIGNATION -  V 73
 KA0768  PID         -  KA0768
 KA0768  STATE/COUNTY-  IN/MONTGOMERY
 KA0768  COUNTRY     -  US
 KA0768  USGS QUAD   -  NEW MARKET (2019)
 KA0768
 KA0768                         *CURRENT SURVEY CONTROL
 KA0768  ______________________________________________________________________
 KA0768* NAD 83(1986) POSITION- 39 53 26.92   (N) 086 59 32.11   (W)   HD_HELD1
 KA0768* NAVD 88 ORTHO HEIGHT -   249.251 (meters)      817.75  (feet) ADJUSTED
 KA0768  ______________________________________________________________________
 KA0768  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 KA0768  DYNAMIC HEIGHT  -        249.113 (meters)      817.30  (feet) COMP
 KA0768  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 KA0768
 KA0768  VERT ORDER      -  SECOND    CLASS 0
 KA0768
 KA0768.The horizontal coordinates were determined by differentially corrected
 KA0768.hand held GPS observations or other comparable positioning techniques
 KA0768.and have an estimated accuracy of +/- 3 meters.
 KA0768
 KA0768.The orthometric height was determined by differential leveling and
 KA0768.adjusted by the NATIONAL GEODETIC SURVEY
 KA0768.in June 1991.
 KA0768
 KA0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0768.GEOID18 height accuracy estimate available here.
 KA0768
 KA0768.Click photographs - Photos may exist for this station.
 KA0768
 KA0768.The dynamic height is computed by dividing the NAVD 88
 KA0768.geopotential number by the normal gravity value computed on the
 KA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0768.degrees latitude (g = 980.6199 gals.).
 KA0768
 KA0768.The modeled gravity was interpolated from observed gravity values.
 KA0768
 KA0768;                    North         East    Units  Estimated Accuracy
 KA0768;SPC IN W     -   515,398.4     907,789.8     MT  (+/- 3 meters HH1 GPS) 
 KA0768
 KA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0066215638(NAD 83)
 KA0768
 KA0768                          SUPERSEDED SURVEY CONTROL
 KA0768
 KA0768  NGVD 29 (??/??/92)  249.344  (m)          818.06   (f) ADJ UNCH    2 0
 KA0768
 KA0768.Superseded values are not recommended for survey control.
 KA0768
 KA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0768.See file dsdata.pdf to determine how the superseded data were derived.
 KA0768
 KA0768_MARKER: DB = BENCH MARK DISK
 KA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0768_STAMPING: V 73 1946
 KA0768_MARK LOGO: CGS
 KA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0768+STABILITY: SURFACE MOTION
 KA0768
 KA0768  HISTORY     - Date     Condition        Report By
 KA0768  HISTORY     - 1946     MONUMENTED       CGS
 KA0768
 KA0768                          STATION DESCRIPTION
 KA0768
 KA0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0768'0.8 MI S FROM BROWNS VALLEY.
 KA0768'ABOUT 0.75 MILE SOUTH ALONG THE BROWNS VALLEY-RUSSELLVILLE ROAD
 KA0768'FROM THE SCHOOL AT BROWNS VALLEY, 0.15 MILE NORTH OF THE JUNCTION
 KA0768'WITH A GRAVEL ROAD LEADING EAST, 132 FEET NORTHWEST OF THE NORTHWEST
 KA0768'CORNER OF A 2-STORY FARM HOUSE, 22 FEET EAST OF THE CENTER LINE OF
 KA0768'THE ROAD, 18.5 FEET WEST OF A 12-INCH WALNUT TREE, 11 FEET NORTHWEST
 KA0768'OF A NORTH STONE GATE POST AT THE ENTRANCE ROAD TO THE HOUSE,
 KA0768'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL
 KA0768'WITH THE ROAD.  A STANDARD DISK, STAMPED V 73 1946 AND SET IN
 KA0768'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0737 ***********************************************************************
 KA0737  DESIGNATION -  V 74
 KA0737  PID         -  KA0737
 KA0737  STATE/COUNTY-  IN/PUTNAM
 KA0737  COUNTRY     -  US
 KA0737  USGS QUAD   -  ROACHDALE (2019)
 KA0737
 KA0737                         *CURRENT SURVEY CONTROL
 KA0737  ______________________________________________________________________
 KA0737* NAD 83(1986) POSITION- 39 49 42.     (N) 086 48 08.     (W)   SCALED
 KA0737* NAVD 88 ORTHO HEIGHT -   257.668 (meters)      845.37  (feet) ADJUSTED
 KA0737  ______________________________________________________________________
 KA0737  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 KA0737  DYNAMIC HEIGHT  -        257.526 (meters)      844.90  (feet) COMP
 KA0737  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 KA0737
 KA0737  VERT ORDER      -  SECOND    CLASS 0
 KA0737
 KA0737.The horizontal coordinates were scaled from a map and have
 KA0737.an estimated accuracy of +/- 6 seconds.
 KA0737
 KA0737.The orthometric height was determined by differential leveling and
 KA0737.adjusted by the NATIONAL GEODETIC SURVEY
 KA0737.in June 1991.
 KA0737
 KA0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0737.GEOID18 height accuracy estimate available here.
 KA0737
 KA0737.Click photographs - Photos may exist for this station.
 KA0737
 KA0737.The dynamic height is computed by dividing the NAVD 88
 KA0737.geopotential number by the normal gravity value computed on the
 KA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0737.degrees latitude (g = 980.6199 gals.).
 KA0737
 KA0737.The modeled gravity was interpolated from observed gravity values.
 KA0737
 KA0737;                    North         East    Units  Estimated Accuracy
 KA0737;SPC IN W     -   508,500.      924,060.      MT  (+/- 180 meters Scaled)
 KA0737
 KA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK169087(NAD 83)
 KA0737
 KA0737                          SUPERSEDED SURVEY CONTROL
 KA0737
 KA0737  NGVD 29 (??/??/92)  257.775  (m)          845.72   (f) ADJ UNCH    2 0
 KA0737
 KA0737.Superseded values are not recommended for survey control.
 KA0737
 KA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0737.See file dsdata.pdf to determine how the superseded data were derived.
 KA0737
 KA0737_MARKER: DB = BENCH MARK DISK
 KA0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0737_STAMPING: V 74 1946
 KA0737_MARK LOGO: CGS
 KA0737_PROJECTION: FLUSH
 KA0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0737+STABILITY: SURFACE MOTION
 KA0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0737+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2016
 KA0737
 KA0737  HISTORY     - Date     Condition        Report By
 KA0737  HISTORY     - 1946     MONUMENTED       CGS
 KA0737  HISTORY     - 20160721 GOOD             INDOT
 KA0737
 KA0737                          STATION DESCRIPTION
 KA0737
 KA0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0737'1.6 MI S FROM ROACHDALE.
 KA0737'ABOUT 1.65 MILE SOUTH ALONG THE BAINBRIDGE-ROACHDALE ROAD FROM
 KA0737'THE WATER TOWER AT ROACHDALE, 238 FEET NORTH OF THE NORTHWEST
 KA0737'CORNER OF THE WEST HEADWALL OF AN 8-FOOT CONCRETE CULVERT, 122
 KA0737'FEET EAST OF A 30-INCH ELM TREE, 23 FEET WEST OF THE CENTER LINE
 KA0737'OF THE ROAD, 8 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST
 KA0737'OF THE WEST RIGHT-OF-WAY FENCE LINE, IN THE SOUTHWEST QUARTER OF
 KA0737'A T FENCE CORNER, 5.5 FEET NORTHWEST OF POWER LINE POLE NUMBER
 KA0737'3-082-147, 2 FEET FROM A WHITE WOODEN WITNESS POST AND ABOUT 1
 KA0737'FOOT LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED V 74 1946
 KA0737'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0737'GROUND.
 KA0737
 KA0737                          STATION RECOVERY (2016)
 KA0737
 KA0737'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (BR)
 KA0737'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0798 ***********************************************************************
 JA0798  DESIGNATION -  V 74 LAW
 JA0798  PID         -  JA0798
 JA0798  STATE/COUNTY-  IN/LAWRENCE
 JA0798  COUNTRY     -  US
 JA0798  USGS QUAD   -  OWENSBURG (2019)
 JA0798
 JA0798                         *CURRENT SURVEY CONTROL
 JA0798  ______________________________________________________________________
 JA0798* NAD 83(1986) POSITION- 38 54 43.     (N) 086 40 50.     (W)   SCALED
 JA0798* NAVD 88 ORTHO HEIGHT -   172.176 (meters)      564.88  (feet) ADJUSTED
 JA0798  ______________________________________________________________________
 JA0798  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 JA0798  DYNAMIC HEIGHT  -        172.068 (meters)      564.53  (feet) COMP
 JA0798  MODELED GRAVITY -    979,996.7   (mgal)                       NAVD 88
 JA0798
 JA0798  VERT ORDER      -  FIRST     CLASS II
 JA0798
 JA0798.The horizontal coordinates were scaled from a map and have
 JA0798.an estimated accuracy of +/- 6 seconds.
 JA0798
 JA0798.The orthometric height was determined by differential leveling and
 JA0798.adjusted by the NATIONAL GEODETIC SURVEY
 JA0798.in June 1991.
 JA0798
 JA0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0798.GEOID18 height accuracy estimate available here.
 JA0798
 JA0798.Click photographs - Photos may exist for this station.
 JA0798
 JA0798.The dynamic height is computed by dividing the NAVD 88
 JA0798.geopotential number by the normal gravity value computed on the
 JA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0798.degrees latitude (g = 980.6199 gals.).
 JA0798
 JA0798.The modeled gravity was interpolated from observed gravity values.
 JA0798
 JA0798;                    North         East    Units  Estimated Accuracy
 JA0798;SPC IN W     -   406,800.      934,930.      MT  (+/- 180 meters Scaled)
 JA0798
 JA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ276070(NAD 83)
 JA0798
 JA0798                          SUPERSEDED SURVEY CONTROL
 JA0798
 JA0798  NGVD 29 (??/??/92)  172.292  (m)          565.26   (f) ADJ UNCH    1 2
 JA0798
 JA0798.Superseded values are not recommended for survey control.
 JA0798
 JA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0798.See file dsdata.pdf to determine how the superseded data were derived.
 JA0798
 JA0798_MARKER: DD = SURVEY DISK
 JA0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0798_SP_SET: BRIDGE
 JA0798_STAMPING: V 74-LAW
 JA0798_MARK LOGO: INHD
 JA0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0798
 JA0798  HISTORY     - Date     Condition        Report By
 JA0798  HISTORY     - UNK      MONUMENTED       INHD
 JA0798  HISTORY     - 1949     GOOD             CGS
 JA0798
 JA0798                          STATION DESCRIPTION
 JA0798
 JA0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0798'2.8 MI E FROM OWENSBURG.
 JA0798'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JA0798'OFFICE AT OWENSBURG, THENCE ABOUT 2.6 MILES EAST ALONG STATE
 JA0798'HIGHWAY 58, ABOUT 165 YARDS SOUTHEAST OF THE LAWRENCE-GREENE
 JA0798'COUNTY LINE, SET IN THE NORTH END OF THE WEST ABUTMENT OF A
 JA0798'14 FOOT BRIDGE, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0581 ***********************************************************************
 KA0581  DESIGNATION -  V 75
 KA0581  PID         -  KA0581
 KA0581  STATE/COUNTY-  IN/HENDRICKS
 KA0581  COUNTRY     -  US
 KA0581  USGS QUAD   -  DANVILLE (2019)
 KA0581
 KA0581                         *CURRENT SURVEY CONTROL
 KA0581  ______________________________________________________________________
 KA0581* NAD 83(1986) POSITION- 39 52 05.     (N) 086 35 45.     (W)   SCALED
 KA0581* NAVD 88 ORTHO HEIGHT -   288.675 (meters)      947.09  (feet) ADJUSTED
 KA0581  ______________________________________________________________________
 KA0581  GEOID HEIGHT    -        -33.208 (meters)                     GEOID18
 KA0581  DYNAMIC HEIGHT  -        288.517 (meters)      946.58  (feet) COMP
 KA0581  MODELED GRAVITY -    980,072.1   (mgal)                       NAVD 88
 KA0581
 KA0581  VERT ORDER      -  SECOND    CLASS 0
 KA0581
 KA0581.The horizontal coordinates were scaled from a map and have
 KA0581.an estimated accuracy of +/- 6 seconds.
 KA0581
 KA0581.The orthometric height was determined by differential leveling and
 KA0581.adjusted by the NATIONAL GEODETIC SURVEY
 KA0581.in June 1991.
 KA0581
 KA0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0581.GEOID18 height accuracy estimate available here.
 KA0581
 KA0581.Click photographs - Photos may exist for this station.
 KA0581
 KA0581.The dynamic height is computed by dividing the NAVD 88
 KA0581.geopotential number by the normal gravity value computed on the
 KA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0581.degrees latitude (g = 980.6199 gals.).
 KA0581
 KA0581.The modeled gravity was interpolated from observed gravity values.
 KA0581
 KA0581;                    North         East    Units  Estimated Accuracy
 KA0581;SPC IN W     -   512,980.      941,710.      MT  (+/- 180 meters Scaled)
 KA0581
 KA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK345131(NAD 83)
 KA0581
 KA0581                          SUPERSEDED SURVEY CONTROL
 KA0581
 KA0581  NGVD 29 (??/??/92)  288.781  (m)          947.44   (f) ADJ UNCH    2 0
 KA0581
 KA0581.Superseded values are not recommended for survey control.
 KA0581
 KA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0581.See file dsdata.pdf to determine how the superseded data were derived.
 KA0581
 KA0581_MARKER: DB = BENCH MARK DISK
 KA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0581_STAMPING: V 75 1946
 KA0581_MARK LOGO: CGS
 KA0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0581+STABILITY: SURFACE MOTION
 KA0581
 KA0581  HISTORY     - Date     Condition        Report By
 KA0581  HISTORY     - 1946     MONUMENTED       CGS
 KA0581
 KA0581                          STATION DESCRIPTION
 KA0581
 KA0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0581'2.8 MI NE FROM NORTH SALEM.
 KA0581'ABOUT 2.75 MILES EAST AND NORTH ALONG THE NORTH SALEM-LIZTON
 KA0581'ROAD FROM EEL RIVER HIGH SCHOOL AT NORTH SALEM, ABOUT 0.3 MILE
 KA0581'NORTH OF THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTHEAST TO THE
 KA0581'VICINITY OF MONTCLAIR STATION, ABOUT 0.2 MILE SOUTH OF THE
 KA0581'JUNCTION WITH A ROAD LEADING WEST AND A SHARP TURN FROM SOUTH
 KA0581'TO EAST IN THE MAIN ROAD, ABOUT 0.15 MILE NORTH OF A LARGE
 KA0581'RED BARN ON THE EAST SIDE OF THE ROAD, AT A T FENCE CORNER ON THE
 KA0581'WEST SIDE OF THE ROAD, IN THE SOUTHWEST QUARTER OF THE FENCE
 KA0581'CORNER, 190 FEET SOUTHEAST OF THE EAST LEG OF A STEEL WINDMILL
 KA0581'TOWER IN A CULTIVATED FIELD ON THE WEST SIDE OF THE ROAD, 20 FEET
 KA0581'WEST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH-SOUTHWEST OF A
 KA0581'POWER LINE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KA0581'AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK,
 KA0581'STAMPED V 75 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0581'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0311 ***********************************************************************
 KA0311  DESIGNATION -  V 76
 KA0311  PID         -  KA0311
 KA0311  STATE/COUNTY-  IN/MORGAN
 KA0311  COUNTRY     -  US
 KA0311  USGS QUAD   -  MARTINSVILLE (2019)
 KA0311
 KA0311                         *CURRENT SURVEY CONTROL
 KA0311  ______________________________________________________________________
 KA0311* NAD 83(1986) POSITION- 39 27 40.     (N) 086 26 31.     (W)   SCALED
 KA0311* NAVD 88 ORTHO HEIGHT -   181.549 (meters)      595.63  (feet) ADJUSTED
 KA0311  ______________________________________________________________________
 KA0311  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KA0311  DYNAMIC HEIGHT  -        181.447 (meters)      595.30  (feet) COMP
 KA0311  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 KA0311
 KA0311  VERT ORDER      -  SECOND    CLASS 0
 KA0311
 KA0311.The horizontal coordinates were scaled from a map and have
 KA0311.an estimated accuracy of +/- 6 seconds.
 KA0311
 KA0311.The orthometric height was determined by differential leveling and
 KA0311.adjusted by the NATIONAL GEODETIC SURVEY
 KA0311.in June 1991.
 KA0311
 KA0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0311.GEOID18 height accuracy estimate available here.
 KA0311
 KA0311.Click photographs - Photos may exist for this station.
 KA0311
 KA0311.The dynamic height is computed by dividing the NAVD 88
 KA0311.geopotential number by the normal gravity value computed on the
 KA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0311.degrees latitude (g = 980.6199 gals.).
 KA0311
 KA0311.The modeled gravity was interpolated from observed gravity values.
 KA0311
 KA0311;                    North         East    Units  Estimated Accuracy
 KA0311;SPC IN W     -   467,880.      955,200.      MT  (+/- 180 meters Scaled)
 KA0311
 KA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ480680(NAD 83)
 KA0311
 KA0311                          SUPERSEDED SURVEY CONTROL
 KA0311
 KA0311  NGVD 29 (??/??/92)  181.675  (m)          596.05   (f) ADJ UNCH    2 0
 KA0311
 KA0311.Superseded values are not recommended for survey control.
 KA0311
 KA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0311.See file dsdata.pdf to determine how the superseded data were derived.
 KA0311
 KA0311_MARKER: DB = BENCH MARK DISK
 KA0311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0311_SP_SET: BOX CULVERT HEADWALL
 KA0311_STAMPING: V 76 1946
 KA0311_MARK LOGO: CGS
 KA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0311+STABILITY: SURFACE MOTION
 KA0311
 KA0311  HISTORY     - Date     Condition        Report By
 KA0311  HISTORY     - 1946     MONUMENTED       CGS
 KA0311  HISTORY     - 1966     GOOD             LOCENG
 KA0311
 KA0311                          STATION DESCRIPTION
 KA0311
 KA0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0311'3.6 MI N FROM MARTINSVILLE.
 KA0311'ABOUT 3.65 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE COUNTY
 KA0311'COURT HOUSE AT MARTINSVILLE, ABOUT 100 FEET NORTH OF THE NORTH
 KA0311'END OF A ROCK CUT ALONG THE WEST SIDE OF THE HIGHWAY, ABOUT 50
 KA0311'FEET WEST OF THE WEST BANK OF WHITE RIVER, 44 FEET EAST OF THE
 KA0311'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF
 KA0311'THE EAST HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, ABOUT 10
 KA0311'FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KA0311'V 76 1946.
 KA0311
 KA0311                          STATION RECOVERY (1966)
 KA0311
 KA0311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KA0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0232 ***********************************************************************
 KA0232  DESIGNATION -  V 77
 KA0232  PID         -  KA0232
 KA0232  STATE/COUNTY-  IN/BOONE
 KA0232  COUNTRY     -  US
 KA0232  USGS QUAD   -  FAYETTE (2019)
 KA0232
 KA0232                         *CURRENT SURVEY CONTROL
 KA0232  ______________________________________________________________________
 KA0232* NAD 83(1986) POSITION- 39 57 04.72   (N) 086 23 53.18   (W)   HD_HELD1
 KA0232* NAVD 88 ORTHO HEIGHT -   286.253 (meters)      939.15  (feet) ADJUSTED
 KA0232  ______________________________________________________________________
 KA0232  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 KA0232  DYNAMIC HEIGHT  -        286.095 (meters)      938.63  (feet) COMP
 KA0232  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 KA0232
 KA0232  VERT ORDER      -  SECOND    CLASS 0
 KA0232
 KA0232.The horizontal coordinates were determined by differentially corrected
 KA0232.hand held GPS observations or other comparable positioning techniques
 KA0232.and have an estimated accuracy of +/- 3 meters.
 KA0232
 KA0232.The orthometric height was determined by differential leveling and
 KA0232.adjusted by the NATIONAL GEODETIC SURVEY
 KA0232.in June 1991.
 KA0232
 KA0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0232.GEOID18 height accuracy estimate available here.
 KA0232
 KA0232.Click photographs - Photos may exist for this station.
 KA0232
 KA0232.The dynamic height is computed by dividing the NAVD 88
 KA0232.geopotential number by the normal gravity value computed on the
 KA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0232.degrees latitude (g = 980.6199 gals.).
 KA0232
 KA0232.The modeled gravity was interpolated from observed gravity values.
 KA0232
 KA0232;                    North         East    Units  Estimated Accuracy
 KA0232;SPC IN W     -   522,336.5     958,554.1     MT  (+/- 3 meters HH1 GPS) 
 KA0232
 KA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5141422526(NAD 83)
 KA0232
 KA0232                          SUPERSEDED SURVEY CONTROL
 KA0232
 KA0232  NGVD 29 (??/??/92)  286.359  (m)          939.50   (f) ADJ UNCH    2 0
 KA0232
 KA0232.Superseded values are not recommended for survey control.
 KA0232
 KA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0232.See file dsdata.pdf to determine how the superseded data were derived.
 KA0232
 KA0232_MARKER: DB = BENCH MARK DISK
 KA0232_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA0232_SP_SET: BOX CULVERT HEADWALL
 KA0232_STAMPING: V 77 1946
 KA0232_MARK LOGO: CGS
 KA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0232+STABILITY: SURFACE MOTION
 KA0232
 KA0232  HISTORY     - Date     Condition        Report By
 KA0232  HISTORY     - 1946     MONUMENTED       CGS
 KA0232
 KA0232                          STATION DESCRIPTION
 KA0232
 KA0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0232'1.4 MI N FROM WHITE LICK.
 KA0232'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0232'ROADS AT WHITE LICK, SET IN THE TOP OF THE SOUTH END OF THE
 KA0232'WEST HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 23 FEET WEST
 KA0232'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY
 KA0232'LEVEL.  A STANDARD DISK, STAMPED V 77 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0079 ***********************************************************************
 KA0079  DESIGNATION -  V 78
 KA0079  PID         -  KA0079
 KA0079  STATE/COUNTY-  IN/MARION
 KA0079  COUNTRY     -  US
 KA0079  USGS QUAD   -  CARMEL (2019)
 KA0079
 KA0079                         *CURRENT SURVEY CONTROL
 KA0079  ______________________________________________________________________
 KA0079* NAD 83(1986) POSITION- 39 54 02.     (N) 086 13 02.     (W)   SCALED
 KA0079* NAVD 88 ORTHO HEIGHT -   254.487 (meters)      834.93  (feet) ADJUSTED
 KA0079  ______________________________________________________________________
 KA0079  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 KA0079  DYNAMIC HEIGHT  -        254.347 (meters)      834.47  (feet) COMP
 KA0079  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 KA0079
 KA0079  VERT ORDER      -  SECOND    CLASS 0
 KA0079
 KA0079.The horizontal coordinates were scaled from a map and have
 KA0079.an estimated accuracy of +/- 6 seconds.
 KA0079
 KA0079.The orthometric height was determined by differential leveling and
 KA0079.adjusted by the NATIONAL GEODETIC SURVEY
 KA0079.in June 1991.
 KA0079
 KA0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0079.GEOID18 height accuracy estimate available here.
 KA0079
 KA0079.Click photographs - Photos may exist for this station.
 KA0079
 KA0079.The dynamic height is computed by dividing the NAVD 88
 KA0079.geopotential number by the normal gravity value computed on the
 KA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0079.degrees latitude (g = 980.6199 gals.).
 KA0079
 KA0079.The modeled gravity was interpolated from observed gravity values.
 KA0079
 KA0079;                    North         East    Units  Estimated Accuracy
 KA0079;SPC IN E     -   516,620.       52,920.      MT  (+/- 180 meters Scaled)
 KA0079
 KA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK669170(NAD 83)
 KA0079
 KA0079                          SUPERSEDED SURVEY CONTROL
 KA0079
 KA0079  NGVD 29 (??/??/92)  254.611  (m)          835.34   (f) ADJ UNCH    2 0
 KA0079
 KA0079.Superseded values are not recommended for survey control.
 KA0079
 KA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0079.See file dsdata.pdf to determine how the superseded data were derived.
 KA0079
 KA0079_MARKER: DB = BENCH MARK DISK
 KA0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0079_SP_SET: BRIDGE
 KA0079_STAMPING: V 78 1946
 KA0079_MARK LOGO: CGS
 KA0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0079
 KA0079  HISTORY     - Date     Condition        Report By
 KA0079  HISTORY     - 1946     MONUMENTED       CGS
 KA0079  HISTORY     - 1973     GOOD             NGS
 KA0079
 KA0079                          STATION DESCRIPTION
 KA0079
 KA0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0079'1.2 MI NW FROM AUGUSTA.
 KA0079'ALONG STATE HIGHWAY 29 ABOUT 1.15 MILE NORTHWEST OF THE INTERSECTION
 KA0079'WITH 71ST STREET AT AUGUSTA, SET IN THE TOP OF THE NORTHWEST END
 KA0079'OF THE NORTHEAST RAILING OF A 20-FOOT CONCRETE ARCH BRIDGE NUMBER
 KA0079'674-18, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 KA0079'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 KA0079'STAMPED V 78 1946.
 KA0079
 KA0079                          STATION RECOVERY (1973)
 KA0079
 KA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0206 ***********************************************************************
 KA0206  DESIGNATION -  V 79
 KA0206  PID         -  KA0206
 KA0206  STATE/COUNTY-  IN/BOONE
 KA0206  COUNTRY     -  US
 KA0206  USGS QUAD   -  ZIONSVILLE (2019)
 KA0206
 KA0206                         *CURRENT SURVEY CONTROL
 KA0206  ______________________________________________________________________
 KA0206* NAD 83(1986) POSITION- 39 57 02.     (N) 086 15 45.     (W)   SCALED
 KA0206* NAVD 88 ORTHO HEIGHT -   256.764 (meters)      842.40  (feet) ADJUSTED
 KA0206  ______________________________________________________________________
 KA0206  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 KA0206  DYNAMIC HEIGHT  -        256.622 (meters)      841.93  (feet) COMP
 KA0206  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 KA0206
 KA0206  VERT ORDER      -  SECOND    CLASS 0
 KA0206
 KA0206.The horizontal coordinates were scaled from a map and have
 KA0206.an estimated accuracy of +/- 6 seconds.
 KA0206
 KA0206.The orthometric height was determined by differential leveling and
 KA0206.adjusted by the NATIONAL GEODETIC SURVEY
 KA0206.in June 1991.
 KA0206
 KA0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0206.GEOID18 height accuracy estimate available here.
 KA0206
 KA0206.Click photographs - Photos may exist for this station.
 KA0206
 KA0206.The dynamic height is computed by dividing the NAVD 88
 KA0206.geopotential number by the normal gravity value computed on the
 KA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0206.degrees latitude (g = 980.6199 gals.).
 KA0206
 KA0206.The modeled gravity was interpolated from observed gravity values.
 KA0206
 KA0206;                    North         East    Units  Estimated Accuracy
 KA0206;SPC IN W     -   522,350.      970,140.      MT  (+/- 180 meters Scaled)
 KA0206
 KA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK629225(NAD 83)
 KA0206
 KA0206                          SUPERSEDED SURVEY CONTROL
 KA0206
 KA0206  NGVD 29 (??/??/92)  256.879  (m)          842.78   (f) ADJ UNCH    2 0
 KA0206
 KA0206.Superseded values are not recommended for survey control.
 KA0206
 KA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0206.See file dsdata.pdf to determine how the superseded data were derived.
 KA0206
 KA0206_MARKER: DB = BENCH MARK DISK
 KA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0206_STAMPING: V 79 1946
 KA0206_MARK LOGO: CGS
 KA0206_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0206+STABILITY: SURFACE MOTION
 KA0206
 KA0206  HISTORY     - Date     Condition        Report By
 KA0206  HISTORY     - 1946     MONUMENTED       CGS
 KA0206
 KA0206                          STATION DESCRIPTION
 KA0206
 KA0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0206'AT ZIONSVILLE.
 KA0206'AT ZIONSVILLE, AT THE SOUTHWEST CORNER OF THE VILLAGE PARK, ABOUT
 KA0206'300 FEET WEST OF THE FARMERS STATE BANK BUILDING, AT THE CORNER
 KA0206'OF WEST OAKS STREET AND SOUTH SECOND STREET, 31 FEET NORTH OF
 KA0206'THE CENTER LINE OF WEST OAKS STREET, 22 FEET EAST OF THE CENTER
 KA0206'LINE OF SOUTH SECOND STREET, 11 FEET NORTH OF A TWIN TRUNKED
 KA0206'30-INCH MAPLE TREE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0206'POST AND ABOUT LEVEL WITH THE INTERSECTION.  A STANDARD DISK,
 KA0206'STAMPED V 79 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0206'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1354 ***********************************************************************
 MD1354  DESIGNATION -  V 8
 MD1354  PID         -  MD1354
 MD1354  STATE/COUNTY-  IN/ELKHART
 MD1354  COUNTRY     -  US
 MD1354  USGS QUAD   -  GOSHEN (2019)
 MD1354
 MD1354                         *CURRENT SURVEY CONTROL
 MD1354  ______________________________________________________________________
 MD1354* NAD 83(1986) POSITION- 41 35 13.     (N) 085 50 07.     (W)   SCALED
 MD1354* NAVD 88 ORTHO HEIGHT -   244.123 (meters)      800.93  (feet) ADJUSTED
 MD1354  ______________________________________________________________________
 MD1354  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 MD1354  DYNAMIC HEIGHT  -        244.027 (meters)      800.61  (feet) COMP
 MD1354  MODELED GRAVITY -    980,224.1   (mgal)                       NAVD 88
 MD1354
 MD1354  VERT ORDER      -  FIRST     CLASS II
 MD1354
 MD1354.The horizontal coordinates were scaled from a map and have
 MD1354.an estimated accuracy of +/- 6 seconds.
 MD1354
 MD1354.The orthometric height was determined by differential leveling and
 MD1354.adjusted by the NATIONAL GEODETIC SURVEY
 MD1354.in June 1991.
 MD1354
 MD1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1354.GEOID18 height accuracy estimate available here.
 MD1354
 MD1354.Click photographs - Photos may exist for this station.
 MD1354
 MD1354.The dynamic height is computed by dividing the NAVD 88
 MD1354.geopotential number by the normal gravity value computed on the
 MD1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1354.degrees latitude (g = 980.6199 gals.).
 MD1354
 MD1354.The modeled gravity was interpolated from observed gravity values.
 MD1354
 MD1354;                    North         East    Units  Estimated Accuracy
 MD1354;SPC IN E     -   703,760.       85,940.      MT  (+/- 180 meters Scaled)
 MD1354
 MD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM970045(NAD 83)
 MD1354
 MD1354                          SUPERSEDED SURVEY CONTROL
 MD1354
 MD1354  NGVD 29 (??/??/92)  244.244  (m)          801.32   (f) ADJ UNCH    1 2
 MD1354
 MD1354.Superseded values are not recommended for survey control.
 MD1354
 MD1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1354.See file dsdata.pdf to determine how the superseded data were derived.
 MD1354
 MD1354_MARKER: DB = BENCH MARK DISK
 MD1354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1354_SP_SET: STEP
 MD1354_STAMPING: V8 ELEV 801.324 FT
 MD1354_MARK LOGO: CGS
 MD1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1354
 MD1354  HISTORY     - Date     Condition        Report By
 MD1354  HISTORY     - 1916     MONUMENTED       CGS
 MD1354  HISTORY     - 1946     GOOD             CGS
 MD1354  HISTORY     - 1981     GOOD             USGS
 MD1354  HISTORY     - 20180214 MARK NOT FOUND   INDOT
 MD1354
 MD1354                          STATION DESCRIPTION
 MD1354
 MD1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1354'AT GOSHEN.
 MD1354'AT GOSHEN, AT THE ELKHART COUNTY COURT HOUSE, SET IN THE NORTH
 MD1354'END OF THE LOWEST STEP TO THE WEST ENTRANCE TO THE COURT HOUSE.
 MD1354
 MD1354                          STATION RECOVERY (1981)
 MD1354
 MD1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MD1354'RECOVERED IN GOOD CONDITION.
 MD1354
 MD1354                          STATION RECOVERY (2018)
 MD1354
 MD1354'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1354'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1451 ***********************************************************************
 MD1451  DESIGNATION -  V 8 RESET
 MD1451  PID         -  MD1451
 MD1451  STATE/COUNTY-  IN/ELKHART
 MD1451  COUNTRY     -  US
 MD1451  USGS QUAD   -  GOSHEN (2019)
 MD1451
 MD1451                         *CURRENT SURVEY CONTROL
 MD1451  ______________________________________________________________________
 MD1451* NAD 83(1986) POSITION- 41 35 14.4    (N) 085 50 07.8    (W)   HD_HELD2
 MD1451* NAVD 88 ORTHO HEIGHT -   244.34  (meters)      801.6   (feet) RESET
 MD1451  ______________________________________________________________________
 MD1451  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 MD1451  VERT ORDER      -  THIRD
 MD1451
 MD1451.The horizontal coordinates were established by autonomous hand held GPS
 MD1451.observations and have an estimated accuracy of +/- 10 meters.
 MD1451
 MD1451.The orthometric height was computed from unverified reset data.
 MD1451
 MD1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1451.GEOID18 height accuracy estimate available here.
 MD1451
 MD1451.Click photographs - Photos may exist for this station.
 MD1451
 MD1451;                    North         East    Units  Estimated Accuracy
 MD1451;SPC IN E     -   703,799.       85,922.      MT  (+/- 10 meters HH2 GPS)
 MD1451
 MD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9706204614(NAD 83)
 MD1451
 MD1451                          SUPERSEDED SURVEY CONTROL
 MD1451
 MD1451  NGVD 29 (08/22/16)  244.46   (m)          802.0    (f) RESET       3  
 MD1451
 MD1451.Superseded values are not recommended for survey control.
 MD1451
 MD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1451.See file dsdata.pdf to determine how the superseded data were derived.
 MD1451
 MD1451_MARKER: DV = VERTICAL CONTROL DISK
 MD1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1451_SP_SET: BUILDING
 MD1451_STAMPING: V 8 RESET 1979
 MD1451_MARK LOGO: NGS
 MD1451_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1451+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 MD1451
 MD1451  HISTORY     - Date     Condition        Report By
 MD1451  HISTORY     - 1979     MONUMENTED       NGS
 MD1451  HISTORY     - 19930112 GOOD             NGS
 MD1451  HISTORY     - 20180214 GOOD             INDOT
 MD1451
 MD1451                          STATION DESCRIPTION
 MD1451
 MD1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MD1451'IN GOSHEN.
 MD1451'IN GOSHEN,AT THE NORTHWEST CORNER OF THE COURTHOUSE, SET VERTICALLY
 MD1451'IN THE WEST FACE OF THE WALL OF THE COURTHOUSE.
 MD1451'THE MARK IS 1.0 FT ABOVE GROUND.
 MD1451
 MD1451                          STATION RECOVERY (1993)
 MD1451
 MD1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1451'IN GOSHEN, AT THE INTERSECTION OF THIRD AND CLINTON STREETS, SET
 MD1451'VERTICALLY IN THE WEST FACE OF THE COURTHOUSE, 53.1 M (174.2 FT) SOUTH
 MD1451'OF THE CENTERLINE OF CLINTON STREET, 49.2 M (161.4 FT) EAST OF THE
 MD1451'CENTERLINE OF THIRD STREET, 0.3 M (1.0 FT) SOUTH OF THE NORTHWEST
 MD1451'CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 MD1451
 MD1451                          STATION RECOVERY (2018)
 MD1451
 MD1451'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1451'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0625 ***********************************************************************
 LB0625  DESIGNATION -  V 80
 LB0625  PID         -  LB0625
 LB0625  STATE/COUNTY-  IN/BOONE
 LB0625  COUNTRY     -  US
 LB0625  USGS QUAD   -  LEBANON (2019)
 LB0625
 LB0625                         *CURRENT SURVEY CONTROL
 LB0625  ______________________________________________________________________
 LB0625* NAD 83(1986) POSITION- 40 01 12.61   (N) 086 28 41.76   (W)   HD_HELD1
 LB0625* NAVD 88 ORTHO HEIGHT -   286.938 (meters)      941.40  (feet) ADJUSTED
 LB0625  ______________________________________________________________________
 LB0625  GEOID HEIGHT    -        -33.673 (meters)                     GEOID18
 LB0625  DYNAMIC HEIGHT  -        286.779 (meters)      940.87  (feet) COMP
 LB0625  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 LB0625
 LB0625  VERT ORDER      -  SECOND    CLASS 0
 LB0625
 LB0625.The horizontal coordinates were determined by differentially corrected
 LB0625.hand held GPS observations or other comparable positioning techniques
 LB0625.and have an estimated accuracy of +/- 3 meters.
 LB0625
 LB0625.The orthometric height was determined by differential leveling and
 LB0625.adjusted by the NATIONAL GEODETIC SURVEY
 LB0625.in June 1991.
 LB0625
 LB0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0625.GEOID18 height accuracy estimate available here.
 LB0625
 LB0625.Click photographs - Photos may exist for this station.
 LB0625
 LB0625.The dynamic height is computed by dividing the NAVD 88
 LB0625.geopotential number by the normal gravity value computed on the
 LB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0625.degrees latitude (g = 980.6199 gals.).
 LB0625
 LB0625.The modeled gravity was interpolated from observed gravity values.
 LB0625
 LB0625;                    North         East    Units  Estimated Accuracy
 LB0625;SPC IN W     -   529,932.5     951,652.2     MT  (+/- 3 meters HH1 GPS) 
 LB0625
 LB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4452230126(NAD 83)
 LB0625
 LB0625                          SUPERSEDED SURVEY CONTROL
 LB0625
 LB0625  NGVD 29 (??/??/92)  287.040  (m)          941.73   (f) ADJ UNCH    2 0
 LB0625
 LB0625.Superseded values are not recommended for survey control.
 LB0625
 LB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0625.See file dsdata.pdf to determine how the superseded data were derived.
 LB0625
 LB0625_MARKER: DB = BENCH MARK DISK
 LB0625_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0625_SP_SET: BOX CULVERT WINGWALL
 LB0625_STAMPING: V 80 1946
 LB0625_MARK LOGO: CGS
 LB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0625+STABILITY: SURFACE MOTION
 LB0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0625+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 LB0625
 LB0625  HISTORY     - Date     Condition        Report By
 LB0625  HISTORY     - 1946     MONUMENTED       CGS
 LB0625  HISTORY     - 1977     GOOD             LOCENG
 LB0625  HISTORY     - 20110713 GOOD             GEOCAC
 LB0625  HISTORY     - 20131218 GOOD             PICI
 LB0625
 LB0625                          STATION DESCRIPTION
 LB0625
 LB0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0625'2.1 MI S FROM LEBANON.
 LB0625'ALONG STATE HIGHWAY 39 ABOUT 2.1 MILES SOUTH OF THE COUNTY COURT
 LB0625'HOUSE AT LEBANON, 0.15 MILE NORTH OF THE CROSSING OF THE
 LB0625'PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE NORTHWEST WINGWALL
 LB0625'OF A 12-FOOT CONCRETE BOX CULVERT, 25 FEET WEST OF THE CENTERLINE
 LB0625'OF THE HIGHWAY AND ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD
 LB0625'DISK, STAMPED V 80 1946.
 LB0625
 LB0625                          STATION RECOVERY (1977)
 LB0625
 LB0625'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0625'RECOVERED IN GOOD CONDITION.
 LB0625
 LB0625                          STATION RECOVERY (2011)
 LB0625
 LB0625'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 LB0625'RECOVERED IN GOOD CONDITION.
 LB0625
 LB0625                          STATION RECOVERY (2013)
 LB0625
 LB0625'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2013 (TF)
 LB0625'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0924 ***********************************************************************
 KA0924  DESIGNATION -  V 81
 KA0924  PID         -  KA0924
 KA0924  STATE/COUNTY-  IN/CLAY
 KA0924  COUNTRY     -  US
 KA0924  USGS QUAD   -  BRAZIL WEST (2019)
 KA0924
 KA0924                         *CURRENT SURVEY CONTROL
 KA0924  ______________________________________________________________________
 KA0924* NAD 83(1986) POSITION- 39 35 28.     (N) 087 10 36.     (W)   SCALED
 KA0924* NAVD 88 ORTHO HEIGHT -   180.378 (meters)      591.79  (feet) ADJUSTED
 KA0924  ______________________________________________________________________
 KA0924  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 KA0924  DYNAMIC HEIGHT  -        180.274 (meters)      591.45  (feet) COMP
 KA0924  MODELED GRAVITY -    980,047.6   (mgal)                       NAVD 88
 KA0924
 KA0924  VERT ORDER      -  FIRST     CLASS II
 KA0924
 KA0924.The horizontal coordinates were scaled from a map and have
 KA0924.an estimated accuracy of +/- 6 seconds.
 KA0924
 KA0924.The orthometric height was determined by differential leveling and
 KA0924.adjusted by the NATIONAL GEODETIC SURVEY
 KA0924.in June 1991.
 KA0924
 KA0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0924.GEOID18 height accuracy estimate available here.
 KA0924
 KA0924.Click photographs - Photos may exist for this station.
 KA0924
 KA0924.The dynamic height is computed by dividing the NAVD 88
 KA0924.geopotential number by the normal gravity value computed on the
 KA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0924.degrees latitude (g = 980.6199 gals.).
 KA0924
 KA0924.The modeled gravity was interpolated from observed gravity values.
 KA0924
 KA0924;                    North         East    Units  Estimated Accuracy
 KA0924;SPC IN W     -   482,120.      891,980.      MT  (+/- 180 meters Scaled)
 KA0924
 KA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ848823(NAD 83)
 KA0924
 KA0924                          SUPERSEDED SURVEY CONTROL
 KA0924
 KA0924  NGVD 29 (??/??/92)  180.484  (m)          592.14   (f) ADJ UNCH    1 2
 KA0924
 KA0924.Superseded values are not recommended for survey control.
 KA0924
 KA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0924.See file dsdata.pdf to determine how the superseded data were derived.
 KA0924
 KA0924_MARKER: DB = BENCH MARK DISK
 KA0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0924_SP_SET: BRIDGE
 KA0924_STAMPING: V 81 1946
 KA0924_MARK LOGO: CGS
 KA0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0924
 KA0924  HISTORY     - Date     Condition        Report By
 KA0924  HISTORY     - 1946     MONUMENTED       CGS
 KA0924  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0924
 KA0924                          STATION DESCRIPTION
 KA0924
 KA0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0924'3.5 MI W FROM CARBON.
 KA0924'ABOUT 3.5 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0924'THE STATION AT CARBON, SET IN THE TOP OF THE WEST END OF THE
 KA0924'SOUTH HEAD WALL OF A BRIDGE ALONG A ROAD, 44 FEET SOUTH OF AND
 KA0924'ABOUT 16 FEET LOWER THAN THE CENTER LINE OF THE SOUTH TRACK.
 KA0924'(NOTE MEASURED PARALLEL TO THE SLOPE).  A STANDARD DISK, STAMPED
 KA0924'V 81 1946.
 KA0924
 KA0924                          STATION RECOVERY (1985)
 KA0924
 KA0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0924'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1135 ***********************************************************************
 KA1135  DESIGNATION -  V 82
 KA1135  PID         -  KA1135
 KA1135  STATE/COUNTY-  IN/VIGO
 KA1135  COUNTRY     -  US
 KA1135  USGS QUAD   -  TERRE HAUTE (2019)
 KA1135
 KA1135                         *CURRENT SURVEY CONTROL
 KA1135  ______________________________________________________________________
 KA1135* NAD 83(1986) POSITION- 39 28 58.6    (N) 087 23 55.8    (W)   HD_HELD2
 KA1135* NAVD 88 ORTHO HEIGHT -   149.512 (meters)      490.52  (feet) ADJUSTED
 KA1135  ______________________________________________________________________
 KA1135  GEOID HEIGHT    -        -32.733 (meters)                     GEOID18
 KA1135  DYNAMIC HEIGHT  -        149.427 (meters)      490.25  (feet) COMP
 KA1135  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 KA1135
 KA1135  VERT ORDER      -  FIRST     CLASS II
 KA1135
 KA1135.The horizontal coordinates were established by autonomous hand held GPS
 KA1135.observations and have an estimated accuracy of +/- 10 meters.
 KA1135
 KA1135.The orthometric height was determined by differential leveling and
 KA1135.adjusted by the NATIONAL GEODETIC SURVEY
 KA1135.in June 1991.
 KA1135
 KA1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1135.GEOID18 height accuracy estimate available here.
 KA1135
 KA1135.Click photographs - Photos may exist for this station.
 KA1135
 KA1135.The dynamic height is computed by dividing the NAVD 88
 KA1135.geopotential number by the normal gravity value computed on the
 KA1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1135.degrees latitude (g = 980.6199 gals.).
 KA1135
 KA1135.The modeled gravity was interpolated from observed gravity values.
 KA1135
 KA1135;                    North         East    Units  Estimated Accuracy
 KA1135;SPC IN W     -   470,159.      872,857.      MT  (+/- 10 meters HH2 GPS)
 KA1135
 KA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6570070447(NAD 83)
 KA1135
 KA1135                          SUPERSEDED SURVEY CONTROL
 KA1135
 KA1135  NGVD 29 (??/??/92)  149.618  (m)          490.87   (f) ADJ UNCH    1 2
 KA1135
 KA1135.Superseded values are not recommended for survey control.
 KA1135
 KA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1135.See file dsdata.pdf to determine how the superseded data were derived.
 KA1135
 KA1135_MARKER: DB = BENCH MARK DISK
 KA1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1135_STAMPING: V 82 1946
 KA1135_MARK LOGO: CGS
 KA1135_PROJECTION: PROJECTING 5 CENTIMETERS
 KA1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1135+STABILITY: SURFACE MOTION
 KA1135
 KA1135  HISTORY     - Date     Condition        Report By
 KA1135  HISTORY     - 1946     MONUMENTED       CGS
 KA1135  HISTORY     - 1985     GOOD             NGS
 KA1135  HISTORY     - 1990     GOOD             USPSQD
 KA1135  HISTORY     - 20230905 GOOD             USPSQD
 KA1135
 KA1135                          STATION DESCRIPTION
 KA1135
 KA1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1135'AT TERRE HAUTE.
 KA1135'AT TERRE HAUTE, AT THE INTERSECTION OF THE NEW YORK CENTRAL
 KA1135'RAILROAD AND 6TH AVENUE, 1/2 BLOCK EAST OF THE INTERSECTION OF
 KA1135'12TH STREET AND 6TH AVENUE, 20 FEET SOUTH OF THE CENTER LINE OF
 KA1135'6TH AVENUE, 12.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KA1135'NORTHWEST SPUR TRACK, 11 FEET NORTH OF THE NORTHEAST CORNER OF
 KA1135'THE BOYLL BROTHERS FOUNDRY, 7 FEET SOUTHWEST OF A RAILROAD
 KA1135'CROSSING SIGN, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 KA1135'A STANDARD DISK, STAMPED V 82 1946 AND SET IN THE TOP OF A
 KA1135'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1135
 KA1135                          STATION RECOVERY (1985)
 KA1135
 KA1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1135'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1135'HAUTE, AT THE INTERSECTION OF 6TH AVENUE AND THE CONRAIL RAILROAD, 6.1
 KA1135'M (20.0 FT) SOUTH OF THE CENTER OF THE AVENUE, 3.9 M (12.8 FT)
 KA1135'NORTHWEST OF THE NEAR RAIL, 3.3 M (10.8 FT) NORTH OF THE NORTHEAST
 KA1135'CORNER OF A BRICK FOUNDATION, AND 2.2 M (7.2 FT) SOUTHWEST OF A
 KA1135'RAILROAD CROSSING SIGNAL POST.
 KA1135'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 KA1135
 KA1135                          STATION RECOVERY (1990)
 KA1135
 KA1135'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1135'RECOVERED IN GOOD CONDITION.
 KA1135
 KA1135                          STATION RECOVERY (2023)
 KA1135
 KA1135'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0477 ***********************************************************************
 KA0477  DESIGNATION -  V 83
 KA0477  PID         -  KA0477
 KA0477  STATE/COUNTY-  IN/OWEN
 KA0477  COUNTRY     -  US
 KA0477  USGS QUAD   -  SPENCER (2019)
 KA0477
 KA0477                         *CURRENT SURVEY CONTROL
 KA0477  ______________________________________________________________________
 KA0477* NAD 83(1986) POSITION- 39 20 41.     (N) 086 46 17.     (W)   SCALED
 KA0477* NAVD 88 ORTHO HEIGHT -   209.155 (meters)      686.20  (feet) ADJUSTED
 KA0477  ______________________________________________________________________
 KA0477  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA0477  DYNAMIC HEIGHT  -        209.033 (meters)      685.80  (feet) COMP
 KA0477  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 KA0477
 KA0477  VERT ORDER      -  SECOND    CLASS 0
 KA0477
 KA0477.The horizontal coordinates were scaled from a map and have
 KA0477.an estimated accuracy of +/- 6 seconds.
 KA0477
 KA0477.The orthometric height was determined by differential leveling and
 KA0477.adjusted by the NATIONAL GEODETIC SURVEY
 KA0477.in June 1991.
 KA0477
 KA0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0477.GEOID18 height accuracy estimate available here.
 KA0477
 KA0477.Click photographs - Photos may exist for this station.
 KA0477
 KA0477.The dynamic height is computed by dividing the NAVD 88
 KA0477.geopotential number by the normal gravity value computed on the
 KA0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0477.degrees latitude (g = 980.6199 gals.).
 KA0477
 KA0477.The modeled gravity was interpolated from observed gravity values.
 KA0477
 KA0477;                    North         East    Units  Estimated Accuracy
 KA0477;SPC IN W     -   454,810.      926,890.      MT  (+/- 180 meters Scaled)
 KA0477
 KA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ196550(NAD 83)
 KA0477
 KA0477                          SUPERSEDED SURVEY CONTROL
 KA0477
 KA0477  NGVD 29 (??/??/92)  209.281  (m)          686.62   (f) ADJ UNCH    2 0
 KA0477
 KA0477.Superseded values are not recommended for survey control.
 KA0477
 KA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0477.See file dsdata.pdf to determine how the superseded data were derived.
 KA0477
 KA0477_MARKER: DB = BENCH MARK DISK
 KA0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0477_SP_SET: BRIDGE
 KA0477_STAMPING: V 83 1946
 KA0477_MARK LOGO: CGS
 KA0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0477+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2012
 KA0477
 KA0477  HISTORY     - Date     Condition        Report By
 KA0477  HISTORY     - 1946     MONUMENTED       CGS
 KA0477  HISTORY     - 1948     GOOD             CGS
 KA0477  HISTORY     - 20121201 GOOD             USI
 KA0477
 KA0477                          STATION DESCRIPTION
 KA0477
 KA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0477'3.1 MI S FROM CUBA.
 KA0477'3.1 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO SPENCER FROM
 KA0477'THE CUBA BAPTIST CHURCH AT CUBA, 0.45 MILE SOUTH OF A ROAD
 KA0477'LEADING NORTHEAST TO CARP, 0.3 MILE NORTH OF A CROSS ROAD, AT A ROAD
 KA0477'LEADING WEST, SET IN THE TOP OF THE WEST END OF THE NORTH
 KA0477'ABUTMENT OF A 12.5 FOOT CONCRETE BRIDGE, 50 FEET SOUTH OF
 KA0477'THE CENTER LINE OF THE ROAD WEST, 14.5 FEET WEST OF AND ABOUT
 KA0477'LEVEL WITH THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK,
 KA0477'STAMPED V 83 1946, SET IN A DRILL HOLE.
 KA0477
 KA0477                          STATION RECOVERY (1948)
 KA0477
 KA0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KA0477'RECOVERED IN GOOD CONDITION.
 KA0477
 KA0477                          STATION RECOVERY (2012)
 KA0477
 KA0477'RECOVERY NOTE BY USI CONSULTANTS INC 2012 (DJB)
 KA0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0460 ***********************************************************************
 KA0460  DESIGNATION -  V 84
 KA0460  PID         -  KA0460
 KA0460  STATE/COUNTY-  IN/OWEN
 KA0460  COUNTRY     -  US
 KA0460  USGS QUAD   -  ARNEY (2019)
 KA0460
 KA0460                         *CURRENT SURVEY CONTROL
 KA0460  ______________________________________________________________________
 KA0460* NAD 83(1986) POSITION- 39 13 06.     (N) 086 54 35.     (W)   SCALED
 KA0460* NAVD 88 ORTHO HEIGHT -   164.320 (meters)      539.11  (feet) ADJUSTED
 KA0460  ______________________________________________________________________
 KA0460  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 KA0460  DYNAMIC HEIGHT  -        164.223 (meters)      538.79  (feet) COMP
 KA0460  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 KA0460
 KA0460  VERT ORDER      -  SECOND    CLASS 0
 KA0460
 KA0460.The horizontal coordinates were scaled from a map and have
 KA0460.an estimated accuracy of +/- 6 seconds.
 KA0460
 KA0460.The orthometric height was determined by differential leveling and
 KA0460.adjusted by the NATIONAL GEODETIC SURVEY
 KA0460.in June 1991.
 KA0460
 KA0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0460.GEOID18 height accuracy estimate available here.
 KA0460
 KA0460.Click photographs - Photos may exist for this station.
 KA0460
 KA0460.The dynamic height is computed by dividing the NAVD 88
 KA0460.geopotential number by the normal gravity value computed on the
 KA0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0460.degrees latitude (g = 980.6199 gals.).
 KA0460
 KA0460.The modeled gravity was interpolated from observed gravity values.
 KA0460
 KA0460;                    North         East    Units  Estimated Accuracy
 KA0460;SPC IN W     -   440,750.      914,990.      MT  (+/- 180 meters Scaled)
 KA0460
 KA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ077410(NAD 83)
 KA0460
 KA0460                          SUPERSEDED SURVEY CONTROL
 KA0460
 KA0460  NGVD 29 (??/??/92)  164.447  (m)          539.52   (f) ADJ UNCH    2 0
 KA0460
 KA0460.Superseded values are not recommended for survey control.
 KA0460
 KA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0460.See file dsdata.pdf to determine how the superseded data were derived.
 KA0460
 KA0460_MARKER: DB = BENCH MARK DISK
 KA0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0460_SP_SET: BRIDGE
 KA0460_STAMPING: V 84 1946
 KA0460_MARK LOGO: CGS
 KA0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0460
 KA0460  HISTORY     - Date     Condition        Report By
 KA0460  HISTORY     - 1946     MONUMENTED       CGS
 KA0460
 KA0460                          STATION DESCRIPTION
 KA0460
 KA0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0460'2.8 MI NW FROM FREEDOM.
 KA0460'2.75 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO ARNEY FROM
 KA0460'THE POST OFFICE AT FREEDOM, 1.15 MILES EAST FROM THE CROSS
 KA0460'ROAD AT ARNEY, 0.25 MILE WEST OF THE JUNCTION OF A ROAD
 KA0460'LEADING NORTH, AT THE JUNCTION OF A ROAD LEADING SOUTH, SET
 KA0460'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 9.5 FOOT
 KA0460'WOODEN BRIDGE ON THE ROAD SOUTH, 28 FEET SOUTH OF THE CENTER
 KA0460'LINE OF THE MAIN ROAD, 7 FEET EAST OF THE CENTER LINE OF THE
 KA0460'SIDE ROAD.  A STANDARD DISK STAMPED V 84 1946 AND SET IN A
 KA0460'DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1025 ***********************************************************************
 KA1025  DESIGNATION -  V 85
 KA1025  PID         -  KA1025
 KA1025  STATE/COUNTY-  IN/PARKE
 KA1025  COUNTRY     -  US
 KA1025  USGS QUAD   -  ROCKVILLE (2019)
 KA1025
 KA1025                         *CURRENT SURVEY CONTROL
 KA1025  ______________________________________________________________________
 KA1025* NAD 83(1986) POSITION- 39 45 45.68   (N) 087 13 45.96   (W)   HD_HELD1
 KA1025* NAVD 88 ORTHO HEIGHT -   216.535 (meters)      710.42  (feet) ADJUSTED
 KA1025  ______________________________________________________________________
 KA1025  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 KA1025  DYNAMIC HEIGHT  -        216.413 (meters)      710.02  (feet) COMP
 KA1025  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 KA1025
 KA1025  VERT ORDER      -  SECOND    CLASS 0
 KA1025
 KA1025.The horizontal coordinates were determined by differentially corrected
 KA1025.hand held GPS observations or other comparable positioning techniques
 KA1025.and have an estimated accuracy of +/- 3 meters.
 KA1025
 KA1025.The orthometric height was determined by differential leveling and
 KA1025.adjusted by the NATIONAL GEODETIC SURVEY
 KA1025.in June 1991.
 KA1025
 KA1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1025.GEOID18 height accuracy estimate available here.
 KA1025
 KA1025.Click photographs - Photos may exist for this station.
 KA1025
 KA1025.The dynamic height is computed by dividing the NAVD 88
 KA1025.geopotential number by the normal gravity value computed on the
 KA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1025.degrees latitude (g = 980.6199 gals.).
 KA1025
 KA1025.The modeled gravity was interpolated from observed gravity values.
 KA1025
 KA1025;                    North         East    Units  Estimated Accuracy
 KA1025;SPC IN W     -   501,179.5     887,481.3     MT  (+/- 3 meters HH1 GPS) 
 KA1025
 KA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8034801443(NAD 83)
 KA1025
 KA1025                          SUPERSEDED SURVEY CONTROL
 KA1025
 KA1025  NGVD 29 (??/??/92)  216.631  (m)          710.73   (f) ADJ UNCH    2 0
 KA1025
 KA1025.Superseded values are not recommended for survey control.
 KA1025
 KA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1025.See file dsdata.pdf to determine how the superseded data were derived.
 KA1025
 KA1025_MARKER: DB = BENCH MARK DISK
 KA1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1025_SP_SET: BUILDING
 KA1025_STAMPING: V 85 1946
 KA1025_MARK LOGO: CGS
 KA1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1025
 KA1025  HISTORY     - Date     Condition        Report By
 KA1025  HISTORY     - 1946     MONUMENTED       CGS
 KA1025
 KA1025                          STATION DESCRIPTION
 KA1025
 KA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1025'AT ROCKVILLE.
 KA1025'AT ROCKVILLE, IN A SUPPORT WALL ON THE SOUTH SIDE OF THE POST
 KA1025'OFFICE BUILDING, 23.9 FEET EAST OF THE SOUTHWEST CORNER OF THE
 KA1025'BUILDING, 23.3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 KA1025'4.6 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING, AND 0.5 FOOT
 KA1025'NORTH OF A 2 1/2 INCH PIPE GUARD RAIL AROUND THE BUILDING.  A
 KA1025'STANDARD DISK, STAMPED V 85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0672 ***********************************************************************
 KA0672  DESIGNATION -  V 86
 KA0672  PID         -  KA0672
 KA0672  STATE/COUNTY-  IN/HENDRICKS
 KA0672  COUNTRY     -  US
 KA0672  USGS QUAD   -  CLAYTON (2019)
 KA0672
 KA0672                         *CURRENT SURVEY CONTROL
 KA0672  ______________________________________________________________________
 KA0672* NAD 83(1986) POSITION- 39 44 19.     (N) 086 34 40.     (W)   SCALED
 KA0672* NAVD 88 ORTHO HEIGHT -   278.935 (meters)      915.14  (feet) POSTED
 KA0672  ______________________________________________________________________
 KA0672  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 KA0672  DYNAMIC HEIGHT  -        278.78  (meters)      914.6   (feet) COMP
 KA0672  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 KA0672
 KA0672  VERT ORDER      -  * POSTED, SEE BELOW
 KA0672
 KA0672.The horizontal coordinates were scaled from a map and have
 KA0672.an estimated accuracy of +/- 6 seconds.
 KA0672
 KA0672.The orthometric height was determined by differential leveling
 KA0672.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0672
 KA0672.* This is a POSTED BENCH MARK height.
 KA0672
 KA0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0672.GEOID18 height accuracy estimate available here.
 KA0672
 KA0672.Click photographs - Photos may exist for this station.
 KA0672
 KA0672.The dynamic height is computed by dividing the NAVD 88
 KA0672.geopotential number by the normal gravity value computed on the
 KA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0672.degrees latitude (g = 980.6199 gals.).
 KA0672
 KA0672.The modeled gravity was interpolated from observed gravity values.
 KA0672
 KA0672;                    North         East    Units  Estimated Accuracy
 KA0672;SPC IN W     -   498,620.      943,330.      MT  (+/- 180 meters Scaled)
 KA0672
 KA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ361988(NAD 83)
 KA0672
 KA0672                          SUPERSEDED SURVEY CONTROL
 KA0672
 KA0672  NGVD 29 (??/??/92)  279.049  (m)          915.51   (f) ADJ UNCH    1 2
 KA0672
 KA0672.Superseded values are not recommended for survey control.
 KA0672
 KA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0672.See file dsdata.pdf to determine how the superseded data were derived.
 KA0672
 KA0672_MARKER: DB = BENCH MARK DISK
 KA0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0672_SP_SET: BRIDGE
 KA0672_STAMPING: V 86 1946
 KA0672_MARK LOGO: CGS
 KA0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0672
 KA0672  HISTORY     - Date     Condition        Report By
 KA0672  HISTORY     - 1946     MONUMENTED       CGS
 KA0672  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0672
 KA0672                          STATION DESCRIPTION
 KA0672
 KA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0672'1.2 MI NE FROM HADLEY.
 KA0672'ABOUT 1.2 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0672'THE STATION AT HADLEY, SET IN THE TOP OF THE NORTH WINGWALL AT THE
 KA0672'NORTHEAST END OF CONCRETE ARCH BRIDGE NUMBER 95, 28 FEET SOUTH
 KA0672'OF POLE NUMBER 22/25, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 KA0672'THE WEST BOUND TRACK, AND ABOUT 3 FEET LOWER THAN TRACK LEVEL.
 KA0672'A STANDARD DISK, STAMPED V 86 1946.
 KA0672
 KA0672                          STATION RECOVERY (1985)
 KA0672
 KA0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0672'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0810 ***********************************************************************
 LB0810  DESIGNATION -  V 87
 LB0810  PID         -  LB0810
 LB0810  STATE/COUNTY-  IN/MONTGOMERY
 LB0810  COUNTRY     -  US
 LB0810  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0810
 LB0810                         *CURRENT SURVEY CONTROL
 LB0810  ______________________________________________________________________
 LB0810* NAD 83(1986) POSITION- 40 07 10.01   (N) 086 53 09.10   (W)   HD_HELD1
 LB0810* NAVD 88 ORTHO HEIGHT -   239.963 (meters)      787.28  (feet) ADJUSTED
 LB0810  ______________________________________________________________________
 LB0810  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 LB0810  DYNAMIC HEIGHT  -        239.836 (meters)      786.86  (feet) COMP
 LB0810  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 LB0810
 LB0810  VERT ORDER      -  SECOND    CLASS 0
 LB0810
 LB0810.The horizontal coordinates were determined by differentially corrected
 LB0810.hand held GPS observations or other comparable positioning techniques
 LB0810.and have an estimated accuracy of +/- 3 meters.
 LB0810
 LB0810.The orthometric height was determined by differential leveling and
 LB0810.adjusted by the NATIONAL GEODETIC SURVEY
 LB0810.in June 1991.
 LB0810
 LB0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0810.GEOID18 height accuracy estimate available here.
 LB0810
 LB0810.Click photographs - Photos may exist for this station.
 LB0810
 LB0810.The dynamic height is computed by dividing the NAVD 88
 LB0810.geopotential number by the normal gravity value computed on the
 LB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0810.degrees latitude (g = 980.6199 gals.).
 LB0810
 LB0810.The modeled gravity was interpolated from observed gravity values.
 LB0810
 LB0810;                    North         East    Units  Estimated Accuracy
 LB0810;SPC IN W     -   540,798.8     916,832.9     MT  (+/- 3 meters HH1 GPS) 
 LB0810
 LB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0972541021(NAD 83)
 LB0810
 LB0810                          SUPERSEDED SURVEY CONTROL
 LB0810
 LB0810  NGVD 29 (??/??/92)  240.051  (m)          787.57   (f) ADJ UNCH    2 0
 LB0810
 LB0810.Superseded values are not recommended for survey control.
 LB0810
 LB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0810.See file dsdata.pdf to determine how the superseded data were derived.
 LB0810
 LB0810_MARKER: DB = BENCH MARK DISK
 LB0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0810_STAMPING: V 87 1946
 LB0810_MARK LOGO: CGS
 LB0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0810+STABILITY: SURFACE MOTION
 LB0810
 LB0810  HISTORY     - Date     Condition        Report By
 LB0810  HISTORY     - 1946     MONUMENTED       CGS
 LB0810
 LB0810                          STATION DESCRIPTION
 LB0810
 LB0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0810'2 MI SE FROM CHERRY GROVE.
 LB0810'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0810'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 0.95 MILE EAST ALONG A
 LB0810'BLACK TOP ROAD LEADING TO DARLINGTON, ABOUT 265 FEET NORTHWEST
 LB0810'OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH,
 LB0810'64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 27 FEET
 LB0810'NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD, 11.5
 LB0810'FEET WEST OF THE CENTER OF AN UNGRADED ROAD LEADING TO A FIELD,
 LB0810'5 FEET WEST OF A GATE POST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LB0810'POST.  A STANDARD DISK, STAMPED V 87 1946 AND SET IN THE TOP
 LB0810'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0804 ***********************************************************************
 LB0804  DESIGNATION -  V 88
 LB0804  PID         -  LB0804
 LB0804  STATE/COUNTY-  IN/TIPPECANOE
 LB0804  COUNTRY     -  US
 LB0804  USGS QUAD   -  ROMNEY (2019)
 LB0804
 LB0804                         *CURRENT SURVEY CONTROL
 LB0804  ______________________________________________________________________
 LB0804* NAD 83(1986) POSITION- 40 15 31.     (N) 086 59 35.     (W)   SCALED
 LB0804* NAVD 88 ORTHO HEIGHT -   218.738 (meters)      717.64  (feet) ADJUSTED
 LB0804  ______________________________________________________________________
 LB0804  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 LB0804  DYNAMIC HEIGHT  -        218.627 (meters)      717.28  (feet) COMP
 LB0804  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 LB0804
 LB0804  VERT ORDER      -  SECOND    CLASS 0
 LB0804
 LB0804.The horizontal coordinates were scaled from a map and have
 LB0804.an estimated accuracy of +/- 6 seconds.
 LB0804
 LB0804.The orthometric height was determined by differential leveling and
 LB0804.adjusted by the NATIONAL GEODETIC SURVEY
 LB0804.in June 1991.
 LB0804
 LB0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0804.GEOID18 height accuracy estimate available here.
 LB0804
 LB0804.Click photographs - Photos may exist for this station.
 LB0804
 LB0804.The dynamic height is computed by dividing the NAVD 88
 LB0804.geopotential number by the normal gravity value computed on the
 LB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0804.degrees latitude (g = 980.6199 gals.).
 LB0804
 LB0804.The modeled gravity was interpolated from observed gravity values.
 LB0804
 LB0804;                    North         East    Units  Estimated Accuracy
 LB0804;SPC IN W     -   556,240.      907,680.      MT  (+/- 180 meters Scaled)
 LB0804
 LB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK005564(NAD 83)
 LB0804
 LB0804                          SUPERSEDED SURVEY CONTROL
 LB0804
 LB0804  NGVD 29 (??/??/92)  218.823  (m)          717.92   (f) ADJ UNCH    2 0
 LB0804
 LB0804.Superseded values are not recommended for survey control.
 LB0804
 LB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0804.See file dsdata.pdf to determine how the superseded data were derived.
 LB0804
 LB0804_MARKER: DB = BENCH MARK DISK
 LB0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0804_SP_SET: CULVERT HEADWALL
 LB0804_STAMPING: V 88 1946
 LB0804_MARK LOGO: CGS
 LB0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0804+STABILITY: SURFACE MOTION
 LB0804
 LB0804  HISTORY     - Date     Condition        Report By
 LB0804  HISTORY     - 1946     MONUMENTED       CGS
 LB0804  HISTORY     - 1966     GOOD             CGS
 LB0804
 LB0804                          STATION DESCRIPTION
 LB0804
 LB0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0804'4.7 MI W FROM ROMNEY.
 LB0804'ABOUT 4.7 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB0804'WITH STATE HIGHWAY 43 AT ROMNEY, 0.15 MILE EAST OF A 20 FOOT
 LB0804'CONCRETE BRIDGE, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB0804'HEAD WALL OF A 18 INCH CONCRETE CULVERT, 17 FEET NORTH OF THE
 LB0804'CENTER LINE OF THE HIGHWAY, 1.2 FEET WEST OF THE EAST END OF THE
 LB0804'CULVERT AND ABOUT 6 INCHES BELOW THE ROAD LEVEL.  A STANDARD DISK,
 LB0804'STAMPED V 88 1946.
 LB0804
 LB0804                          STATION RECOVERY (1966)
 LB0804
 LB0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LB0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2105 ***********************************************************************
 JZ2105  DESIGNATION -  V 9
 JZ2105  PID         -  JZ2105
 JZ2105  STATE/COUNTY-  IN/JACKSON
 JZ2105  COUNTRY     -  US
 JZ2105  USGS QUAD   -  AZALIA (2019)
 JZ2105
 JZ2105                         *CURRENT SURVEY CONTROL
 JZ2105  ______________________________________________________________________
 JZ2105* NAD 83(1986) POSITION- 39 01 20.     (N) 085 50 34.     (W)   SCALED
 JZ2105* NAVD 88 ORTHO HEIGHT -   198.907 (meters)      652.58  (feet) ADJUSTED
 JZ2105  ______________________________________________________________________
 JZ2105  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 JZ2105  DYNAMIC HEIGHT  -        198.783 (meters)      652.17  (feet) COMP
 JZ2105  MODELED GRAVITY -    979,998.4   (mgal)                       NAVD 88
 JZ2105
 JZ2105  VERT ORDER      -  FIRST     CLASS II
 JZ2105
 JZ2105.The horizontal coordinates were scaled from a map and have
 JZ2105.an estimated accuracy of +/- 6 seconds.
 JZ2105
 JZ2105.The orthometric height was determined by differential leveling and
 JZ2105.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2105.in June 1991.
 JZ2105
 JZ2105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2105.GEOID18 height accuracy estimate available here.
 JZ2105
 JZ2105.Click photographs - Photos may exist for this station.
 JZ2105
 JZ2105.The dynamic height is computed by dividing the NAVD 88
 JZ2105.geopotential number by the normal gravity value computed on the
 JZ2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2105.degrees latitude (g = 980.6199 gals.).
 JZ2105
 JZ2105.The modeled gravity was interpolated from observed gravity values.
 JZ2105
 JZ2105;                    North         East    Units  Estimated Accuracy
 JZ2105;SPC IN E     -   418,980.       84,750.      MT  (+/- 180 meters Scaled)
 JZ2105
 JZ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ001198(NAD 83)
 JZ2105
 JZ2105                          SUPERSEDED SURVEY CONTROL
 JZ2105
 JZ2105  NGVD 29 (??/??/92)  199.024  (m)          652.96   (f) ADJ UNCH    1 2
 JZ2105
 JZ2105.Superseded values are not recommended for survey control.
 JZ2105
 JZ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2105.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2105
 JZ2105_MARKER: DB = BENCH MARK DISK
 JZ2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2105_STAMPING: 652.965 V 9 1930
 JZ2105_MARK LOGO: CGS
 JZ2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2105+STABILITY: SURFACE MOTION
 JZ2105
 JZ2105  HISTORY     - Date     Condition        Report By
 JZ2105  HISTORY     - 1930     MONUMENTED       CGS
 JZ2105  HISTORY     - 1934     GOOD             CGS
 JZ2105  HISTORY     - 20221013 MARK NOT FOUND   INDOT
 JZ2105
 JZ2105                          STATION DESCRIPTION
 JZ2105
 JZ2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2105'AT REDDINGTON.
 JZ2105'AT REDDINGTON, JACKSON COUNTY, ON THE ABANDONED INTERSTATE
 JZ2105'PUBLIC SERVICE CO. RAILWAY, ABOUT 240 FEET SOUTH OF THE SOUTHEAST
 JZ2105'CORNER OF THE SITE OF THE TICKET OFFICE, AND 13 FEET EAST OF THE
 JZ2105'EAST RAIL.  A STANDARD DISK, STAMPED 652.965 V 9 1930 AND SET IN
 JZ2105'THE TOP OF A CONCRETE POST.
 JZ2105
 JZ2105                          STATION RECOVERY (2022)
 JZ2105
 JZ2105'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1551 ***********************************************************************
 KA1551  DESIGNATION -  V 91
 KA1551  PID         -  KA1551
 KA1551  STATE/COUNTY-  IN/VERMILLION
 KA1551  COUNTRY     -  US
 KA1551  USGS QUAD   -  NEWPORT (2019)
 KA1551
 KA1551                         *CURRENT SURVEY CONTROL
 KA1551  ______________________________________________________________________
 KA1551* NAD 83(1986) POSITION- 39 55 08.     (N) 087 26 05.     (W)   SCALED
 KA1551* NAVD 88 ORTHO HEIGHT -   161.941 (meters)      531.30  (feet) ADJUSTED
 KA1551  ______________________________________________________________________
 KA1551  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KA1551  DYNAMIC HEIGHT  -        161.855 (meters)      531.02  (feet) COMP
 KA1551  MODELED GRAVITY -    980,091.5   (mgal)                       NAVD 88
 KA1551
 KA1551  VERT ORDER      -  SECOND    CLASS 0
 KA1551
 KA1551.The horizontal coordinates were scaled from a map and have
 KA1551.an estimated accuracy of +/- 6 seconds.
 KA1551
 KA1551.The orthometric height was determined by differential leveling and
 KA1551.adjusted by the NATIONAL GEODETIC SURVEY
 KA1551.in June 1991.
 KA1551
 KA1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1551.GEOID18 height accuracy estimate available here.
 KA1551
 KA1551.Click photographs - Photos may exist for this station.
 KA1551
 KA1551.The dynamic height is computed by dividing the NAVD 88
 KA1551.geopotential number by the normal gravity value computed on the
 KA1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1551.degrees latitude (g = 980.6199 gals.).
 KA1551
 KA1551.The modeled gravity was interpolated from observed gravity values.
 KA1551
 KA1551;                    North         East    Units  Estimated Accuracy
 KA1551;SPC IN W     -   518,570.      869,960.      MT  (+/- 180 meters Scaled)
 KA1551
 KA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK628188(NAD 83)
 KA1551
 KA1551                          SUPERSEDED SURVEY CONTROL
 KA1551
 KA1551  NGVD 29 (??/??/92)  162.008  (m)          531.52   (f) ADJ UNCH    2 0
 KA1551
 KA1551.Superseded values are not recommended for survey control.
 KA1551
 KA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1551.See file dsdata.pdf to determine how the superseded data were derived.
 KA1551
 KA1551_MARKER: DB = BENCH MARK DISK
 KA1551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1551_SP_SET: WATER TOWER BASE
 KA1551_STAMPING: V 91 1938
 KA1551_MARK LOGO: CGS
 KA1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1551
 KA1551  HISTORY     - Date     Condition        Report By
 KA1551  HISTORY     - 1938     MONUMENTED       CGS
 KA1551  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1551
 KA1551                          STATION DESCRIPTION
 KA1551
 KA1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1551'3.2 MI N FROM NEWPORT.
 KA1551'3.2 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1551'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, 2.6 MILES SOUTH
 KA1551'OF CAYUGA, 0.3 MILE NORTH OF MILEPOST 144, ON THE NORTHWEST SIDE
 KA1551'OF A WATER TOWER, IN THE NORTH CORNER OF THE BASE OF THE
 KA1551'NORTHEAST COLUMN, 25 FEET NORTHEAST OF A POLE, AND 20 FEET
 KA1551'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED V
 KA1551'91 1938.
 KA1551
 KA1551                          STATION RECOVERY (1986)
 KA1551
 KA1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2121 ***********************************************************************
 JZ2121  DESIGNATION -  V 92
 JZ2121  PID         -  JZ2121
 JZ2121  STATE/COUNTY-  IN/JENNINGS
 JZ2121  COUNTRY     -  US
 JZ2121  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2121
 JZ2121                         *CURRENT SURVEY CONTROL
 JZ2121  ______________________________________________________________________
 JZ2121* NAD 83(1986) POSITION- 39 01 25.     (N) 085 32 53.     (W)   SCALED
 JZ2121* NAVD 88 ORTHO HEIGHT -   233.935 (meters)      767.50  (feet) POSTED
 JZ2121  ______________________________________________________________________
 JZ2121  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ2121  DYNAMIC HEIGHT  -        233.78  (meters)      767.0   (feet) COMP
 JZ2121  MODELED GRAVITY -    979,978.6   (mgal)                       NAVD 88
 JZ2121
 JZ2121  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2121
 JZ2121.The horizontal coordinates were scaled from a map and have
 JZ2121.an estimated accuracy of +/- 6 seconds.
 JZ2121
 JZ2121.The orthometric height was determined by differential leveling
 JZ2121.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2121
 JZ2121.* This is a POSTED BENCH MARK height.
 JZ2121
 JZ2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2121.GEOID18 height accuracy estimate available here.
 JZ2121
 JZ2121.Click photographs - Photos may exist for this station.
 JZ2121
 JZ2121.The dynamic height is computed by dividing the NAVD 88
 JZ2121.geopotential number by the normal gravity value computed on the
 JZ2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2121.degrees latitude (g = 980.6199 gals.).
 JZ2121
 JZ2121.The modeled gravity was interpolated from observed gravity values.
 JZ2121
 JZ2121;                    North         East    Units  Estimated Accuracy
 JZ2121;SPC IN E     -   419,120.      110,270.      MT  (+/- 180 meters Scaled)
 JZ2121
 JZ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ256203(NAD 83)
 JZ2121
 JZ2121                          SUPERSEDED SURVEY CONTROL
 JZ2121
 JZ2121  NGVD 29 (??/??/92)  234.058  (m)          767.91   (f) ADJ UNCH    1 2
 JZ2121
 JZ2121.Superseded values are not recommended for survey control.
 JZ2121
 JZ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2121.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2121
 JZ2121_MARKER: DB = BENCH MARK DISK
 JZ2121_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ2121+WITH SETTING: PAVEMENT
 JZ2121_SP_SET: SEMAPHORE BASE
 JZ2121_STAMPING: V 92 1938
 JZ2121_MARK LOGO: CGS
 JZ2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2121+STABILITY: SURFACE MOTION
 JZ2121
 JZ2121  HISTORY     - Date     Condition        Report By
 JZ2121  HISTORY     - 1938     MONUMENTED       CGS
 JZ2121
 JZ2121                          STATION DESCRIPTION
 JZ2121
 JZ2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2121'4.6 MI E FROM NORTH VERNON.
 JZ2121'4.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2121'STATION AT NORTH VERNON, JENNINGS COUNTY, 0.8 MILE EAST OF
 JZ2121'OAKDALE, AT SEMAPHORE W 67-33, IN THE TOP OF THE BASE, 60 FEET
 JZ2121'NORTH OF POLE 67/33, 55 FEET WEST OF A SMALL CULVERT, 35 FEET
 JZ2121'NORTH OF A SIGNAL-CONTROL BOX, 21 FEET NORTH OF THE NORTH RAIL,
 JZ2121'8 FEET NORTH OF THE NORTH RAIL OF A SIDING, ABOUT 1-1/2 FEET LOWER
 JZ2121'THAN THE MAIN TRACK, AND ABOUT 3 INCHES ABOVE THE LEVEL OF THE
 JZ2121'SIDETRACK.  A STANDARD DISK, STAMPED V 92 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1892 ***********************************************************************
 JZ1892  DESIGNATION -  V 93
 JZ1892  PID         -  JZ1892
 JZ1892  STATE/COUNTY-  IN/RIPLEY
 JZ1892  COUNTRY     -  US
 JZ1892  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1892
 JZ1892                         *CURRENT SURVEY CONTROL
 JZ1892  ______________________________________________________________________
 JZ1892* NAD 83(1986) POSITION- 39 08 12.     (N) 085 12 21.     (W)   SCALED
 JZ1892* NAVD 88 ORTHO HEIGHT -   297.380 (meters)      975.65  (feet) POSTED
 JZ1892  ______________________________________________________________________
 JZ1892  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1892  DYNAMIC HEIGHT  -        297.19  (meters)      975.0   (feet) COMP
 JZ1892  MODELED GRAVITY -    979,977.6   (mgal)                       NAVD 88
 JZ1892
 JZ1892  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1892
 JZ1892.The horizontal coordinates were scaled from a map and have
 JZ1892.an estimated accuracy of +/- 6 seconds.
 JZ1892
 JZ1892.The orthometric height was determined by differential leveling
 JZ1892.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1892
 JZ1892.* This is a POSTED BENCH MARK height.
 JZ1892
 JZ1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1892.GEOID18 height accuracy estimate available here.
 JZ1892
 JZ1892.Click photographs - Photos may exist for this station.
 JZ1892
 JZ1892.The dynamic height is computed by dividing the NAVD 88
 JZ1892.geopotential number by the normal gravity value computed on the
 JZ1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1892.degrees latitude (g = 980.6199 gals.).
 JZ1892
 JZ1892.The modeled gravity was interpolated from observed gravity values.
 JZ1892
 JZ1892;                    North         East    Units  Estimated Accuracy
 JZ1892;SPC IN E     -   431,770.      139,840.      MT  (+/- 180 meters Scaled)
 JZ1892
 JZ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550334(NAD 83)
 JZ1892
 JZ1892                          SUPERSEDED SURVEY CONTROL
 JZ1892
 JZ1892  NGVD 29 (??/??/92)  297.532  (m)          976.15   (f) ADJ UNCH    1 2
 JZ1892
 JZ1892.Superseded values are not recommended for survey control.
 JZ1892
 JZ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1892.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1892
 JZ1892_MARKER: DB = BENCH MARK DISK
 JZ1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1892_SP_SET: OVERPASS RETAINING WALL
 JZ1892_STAMPING: V 93 1938
 JZ1892_MARK LOGO: CGS
 JZ1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1892
 JZ1892  HISTORY     - Date     Condition        Report By
 JZ1892  HISTORY     - 1938     MONUMENTED       CGS
 JZ1892
 JZ1892                          STATION DESCRIPTION
 JZ1892
 JZ1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1892'5.1 MI E FROM OSGOOD.
 JZ1892'ALONG THE C. TO ST. L. BRANCH OF THE B AND O RY., 1 1/2 MILES
 JZ1892'WEST OF THE TOWN OF PIERCEVILLE, AT POLE 46-36, ON THE S END OF
 JZ1892'THE E RETAINING WALL OF RR OVERPASS 46.70, 10 FT EAST AND ABOVE
 JZ1892'A DIRT ROAD, 6 FT S OF THE S RAIL, 2 FT BELOW THE LEVEL OF THE
 JZ1892'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1893 ***********************************************************************
 JZ1893  DESIGNATION -  V 93 RESET
 JZ1893  PID         -  JZ1893
 JZ1893  STATE/COUNTY-  IN/RIPLEY
 JZ1893  COUNTRY     -  US
 JZ1893  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1893
 JZ1893                         *CURRENT SURVEY CONTROL
 JZ1893  ______________________________________________________________________
 JZ1893* NAD 83(1986) POSITION- 39 08 12.     (N) 085 12 21.     (W)   SCALED
 JZ1893* NAVD 88 ORTHO HEIGHT -   299.31  (+/-2cm)      982.0   (feet) VERTCON3
 JZ1893  ______________________________________________________________________
 JZ1893  GEOID HEIGHT    -        -34.160 (meters)                     GEOID18
 JZ1893  VERT ORDER      -  THIRD (See Below)
 JZ1893
 JZ1893.The horizontal coordinates were scaled from a map and have
 JZ1893.an estimated accuracy of +/- 6 seconds.
 JZ1893
 JZ1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1893
 JZ1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1893.GEOID18 height accuracy estimate available here.
 JZ1893
 JZ1893.The vertical order pertains to the NGVD 29 superseded value.
 JZ1893
 JZ1893.Click photographs - Photos may exist for this station.
 JZ1893
 JZ1893;                    North         East    Units  Estimated Accuracy
 JZ1893;SPC IN E     -   431,770.      139,840.      MT  (+/- 180 meters Scaled)
 JZ1893
 JZ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550334(NAD 83)
 JZ1893
 JZ1893                          SUPERSEDED SURVEY CONTROL
 JZ1893
 JZ1893  NGVD 29 (08/22/16)  299.46   (m)          982.5    (f) RESET       3  
 JZ1893
 JZ1893.Superseded values are not recommended for survey control.
 JZ1893
 JZ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1893.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1893
 JZ1893_MARKER: DB = BENCH MARK DISK
 JZ1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1893_SP_SET: BRIDGE
 JZ1893_STAMPING: V 93 RESET 1954
 JZ1893_MARK LOGO: CGS
 JZ1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1893
 JZ1893  HISTORY     - Date     Condition        Report By
 JZ1893  HISTORY     - 1954     MONUMENTED       BORR
 JZ1893  HISTORY     - 1955     GOOD             CGS
 JZ1893
 JZ1893                          STATION DESCRIPTION
 JZ1893
 JZ1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JZ1893'5.1 MI E FROM OSGOOD.
 JZ1893'5.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1893'STATION AT OSGOOD, RIPLEY COUNTY, ABOUT 1-1/2 MILES WEST OF
 JZ1893'PIERCEVILLE, AT POLE 46/36, AT BRIDGE NO. 46.70 OVER A DIRT
 JZ1893'ROAD, IN THE TOP OF THE SOUTH END OF THE EAST RETAINING WALL,
 JZ1893'10 FEET EAST OF THE DIRT ROAD, 6 FEET SOUTH OF THE SOUTH RAIL,
 JZ1893'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0923 ***********************************************************************
 LB0923  DESIGNATION -  V 94
 LB0923  PID         -  LB0923
 LB0923  STATE/COUNTY-  IN/TIPPECANOE
 LB0923  COUNTRY     -  US
 LB0923  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0923
 LB0923                         *CURRENT SURVEY CONTROL
 LB0923  ______________________________________________________________________
 LB0923* NAD 83(1986) POSITION- 40 23 39.     (N) 086 48 35.     (W)   SCALED
 LB0923* NAVD 88 ORTHO HEIGHT -   201.390 (meters)      660.73  (feet) ADJUSTED
 LB0923  ______________________________________________________________________
 LB0923  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 LB0923  DYNAMIC HEIGHT  -        201.289 (meters)      660.40  (feet) COMP
 LB0923  MODELED GRAVITY -    980,121.2   (mgal)                       NAVD 88
 LB0923
 LB0923  VERT ORDER      -  SECOND    CLASS 0
 LB0923
 LB0923.The horizontal coordinates were scaled from a map and have
 LB0923.an estimated accuracy of +/- 6 seconds.
 LB0923
 LB0923.The orthometric height was determined by differential leveling and
 LB0923.adjusted by the NATIONAL GEODETIC SURVEY
 LB0923.in June 1991.
 LB0923
 LB0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0923.GEOID18 height accuracy estimate available here.
 LB0923
 LB0923.Click photographs - Photos may exist for this station.
 LB0923
 LB0923.The dynamic height is computed by dividing the NAVD 88
 LB0923.geopotential number by the normal gravity value computed on the
 LB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0923.degrees latitude (g = 980.6199 gals.).
 LB0923
 LB0923.The modeled gravity was interpolated from observed gravity values.
 LB0923
 LB0923;                    North         East    Units  Estimated Accuracy
 LB0923;SPC IN W     -   571,320.      923,230.      MT  (+/- 180 meters Scaled)
 LB0923
 LB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK161715(NAD 83)
 LB0923
 LB0923                          SUPERSEDED SURVEY CONTROL
 LB0923
 LB0923  NGVD 29 (??/??/92)  201.495  (m)          661.07   (f) ADJ UNCH    2 0
 LB0923
 LB0923.Superseded values are not recommended for survey control.
 LB0923
 LB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0923.See file dsdata.pdf to determine how the superseded data were derived.
 LB0923
 LB0923_MARKER: DB = BENCH MARK DISK
 LB0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0923_STAMPING: V 94 1946
 LB0923_MARK LOGO: CGS
 LB0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0923+STABILITY: SURFACE MOTION
 LB0923
 LB0923  HISTORY     - Date     Condition        Report By
 LB0923  HISTORY     - 1946     MONUMENTED       CGS
 LB0923
 LB0923                          STATION DESCRIPTION
 LB0923
 LB0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0923'2.2 MI W FROM DAYTON.
 LB0923'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 38 FROM MAIN INTERSECTION
 LB0923'AT DAYTON, THENCE 1.35 MILE NORTH ALONG 400 EAST ROAD, 0.15 MILE
 LB0923'NORTH OF MAIN ENTRANCE TO HALSMER AIR PORT, 21 FEET EAST OF THE
 LB0923'CENTER-LINE OF THE ROAD, 45 FEET NORTHEAST AND ACROSS ROAD
 LB0923'FROM A POWER-LINE POLE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 LB0923'DISK STAMPED V 94 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0923'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0577 ***********************************************************************
 JZ0577  DESIGNATION -  V 94
 JZ0577  PID         -  JZ0577
 JZ0577  STATE/COUNTY-  IN/DEARBORN
 JZ0577  COUNTRY     -  US
 JZ0577  USGS QUAD   -  AURORA (2019)
 JZ0577
 JZ0577                         *CURRENT SURVEY CONTROL
 JZ0577  ______________________________________________________________________
 JZ0577* NAD 83(1986) POSITION- 39 04 31.     (N) 084 52 42.     (W)   SCALED
 JZ0577* NAVD 88 ORTHO HEIGHT -   146.807 (meters)      481.65  (feet) ADJUSTED
 JZ0577  ______________________________________________________________________
 JZ0577  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 JZ0577  DYNAMIC HEIGHT  -        146.715 (meters)      481.35  (feet) COMP
 JZ0577  MODELED GRAVITY -    979,998.3   (mgal)                       NAVD 88
 JZ0577
 JZ0577  VERT ORDER      -  FIRST     CLASS II
 JZ0577
 JZ0577.The horizontal coordinates were scaled from a map and have
 JZ0577.an estimated accuracy of +/- 6 seconds.
 JZ0577
 JZ0577.The orthometric height was determined by differential leveling and
 JZ0577.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0577.in June 1991.
 JZ0577
 JZ0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0577.GEOID18 height accuracy estimate available here.
 JZ0577
 JZ0577.Click photographs - Photos may exist for this station.
 JZ0577
 JZ0577.The dynamic height is computed by dividing the NAVD 88
 JZ0577.geopotential number by the normal gravity value computed on the
 JZ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0577.degrees latitude (g = 980.6199 gals.).
 JZ0577
 JZ0577.The modeled gravity was interpolated from observed gravity values.
 JZ0577
 JZ0577;                    North         East    Units  Estimated Accuracy
 JZ0577;SPC IN E     -   425,150.      168,220.      MT  (+/- 180 meters Scaled)
 JZ0577
 JZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ835272(NAD 83)
 JZ0577
 JZ0577                          SUPERSEDED SURVEY CONTROL
 JZ0577
 JZ0577  NGVD 29 (??/??/92)  147.017  (m)          482.34   (f) ADJ UNCH    1 2
 JZ0577
 JZ0577.Superseded values are not recommended for survey control.
 JZ0577
 JZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0577.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0577
 JZ0577_MARKER: DB = BENCH MARK DISK
 JZ0577_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0577+WITH SETTING: PAVEMENT
 JZ0577_SP_SET: SIGNAL BASE
 JZ0577_STAMPING: V 94 1938
 JZ0577_MARK LOGO: CGS
 JZ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0577+STABILITY: SURFACE MOTION
 JZ0577
 JZ0577  HISTORY     - Date     Condition        Report By
 JZ0577  HISTORY     - 1938     MONUMENTED       CGS
 JZ0577  HISTORY     - 1964     GOOD             CGS
 JZ0577
 JZ0577                          STATION DESCRIPTION
 JZ0577
 JZ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JZ0577'2.1 MI SW FROM LAWRENCEBURG.
 JZ0577'2.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0577'THE STATION AT LAWRENCEBURG, 0.6 MILE SOUTHWEST OF THE RAILROAD
 JZ0577'BRIDGE OVER TANNERS CREEK, SET IN THE TOP AT THE WEST CORNER
 JZ0577'OF A ABANDONED 18-INCH SQUARE CONCRETE SIGNAL BASE, 8.3 FEET
 JZ0577'SOUTHEAST OF THE SOUTHEAST RAIL, 6 POLES NORTHEAST OF TELEPHONE
 JZ0577'POLE 24/10, 1 FOOT WEST OF THE WEST CORNER OF A 2 FOOT BY 4 FOOT
 JZ0577'METAL BOX AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1657 ***********************************************************************
 LB1657  DESIGNATION -  V 95
 LB1657  PID         -  LB1657
 LB1657  STATE/COUNTY-  IN/WARREN
 LB1657  COUNTRY     -  US
 LB1657  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1657
 LB1657                         *CURRENT SURVEY CONTROL
 LB1657  ______________________________________________________________________
 LB1657* NAD 83(1986) POSITION- 40 17 43.     (N) 087 16 03.     (W)   SCALED
 LB1657* NAVD 88 ORTHO HEIGHT -   166.189 (meters)      545.24  (feet) ADJUSTED
 LB1657  ______________________________________________________________________
 LB1657  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 LB1657  DYNAMIC HEIGHT  -        166.105 (meters)      544.96  (feet) COMP
 LB1657  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 LB1657
 LB1657  VERT ORDER      -  SECOND    CLASS 0
 LB1657
 LB1657.The horizontal coordinates were scaled from a map and have
 LB1657.an estimated accuracy of +/- 6 seconds.
 LB1657
 LB1657.The orthometric height was determined by differential leveling and
 LB1657.adjusted by the NATIONAL GEODETIC SURVEY
 LB1657.in June 1991.
 LB1657
 LB1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1657.GEOID18 height accuracy estimate available here.
 LB1657
 LB1657.Click photographs - Photos may exist for this station.
 LB1657
 LB1657.The dynamic height is computed by dividing the NAVD 88
 LB1657.geopotential number by the normal gravity value computed on the
 LB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1657.degrees latitude (g = 980.6199 gals.).
 LB1657
 LB1657.The modeled gravity was interpolated from observed gravity values.
 LB1657
 LB1657;                    North         East    Units  Estimated Accuracy
 LB1657;SPC IN W     -   560,320.      884,340.      MT  (+/- 180 meters Scaled)
 LB1657
 LB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK772605(NAD 83)
 LB1657
 LB1657                          SUPERSEDED SURVEY CONTROL
 LB1657
 LB1657  NGVD 29 (??/??/92)  166.255  (m)          545.45   (f) ADJ UNCH    2 0
 LB1657
 LB1657.Superseded values are not recommended for survey control.
 LB1657
 LB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1657.See file dsdata.pdf to determine how the superseded data were derived.
 LB1657
 LB1657_MARKER: DB = BENCH MARK DISK
 LB1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1657_STAMPING: V 95 1946
 LB1657_MARK LOGO: CGS
 LB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1657+STABILITY: SURFACE MOTION
 LB1657
 LB1657  HISTORY     - Date     Condition        Report By
 LB1657  HISTORY     - 1946     MONUMENTED       CGS
 LB1657
 LB1657                          STATION DESCRIPTION
 LB1657
 LB1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1657'1.4 MI SW FROM ATTICA.
 LB1657'ABOUT 0.85 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 LB1657'AT ATTICA, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG A BLACK TOP ROAD,
 LB1657'95 FEET SOUTH OF THE SOUTH CORNER OF A WHITE HOUSE, 26 FEET
 LB1657'NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A
 LB1657'TELEPHONE POLE, 13 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE
 LB1657'WAY, 6 FEET EAST OF A GATE POST, 2 FEET SOUTHWEST OF A WHITE
 LB1657'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LB1657'ROAD.  THIS MARK MAY BE REACHED FROM THE WARREN COUNTY COURT
 LB1657'HOUSE AT WILLIAMSPORT BY GOING ABOUT 0.25 MILE NORTHEAST ALONG
 LB1657'STATE HIGHWAY 28, THENCE ABOUT 1.4 MILES NORTHEAST ALONG A BLACK
 LB1657'TOP ROAD.  A STANDARD DISK, STAMPED V 95 1946 AND SET IN THE TOP
 LB1657'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1703 ***********************************************************************
 LB1703  DESIGNATION -  V 96
 LB1703  PID         -  LB1703
 LB1703  STATE/COUNTY-  IN/FOUNTAIN
 LB1703  COUNTRY     -  US
 LB1703  USGS QUAD   -  MELLOTT (2019)
 LB1703
 LB1703                         *CURRENT SURVEY CONTROL
 LB1703  ______________________________________________________________________
 LB1703* NAD 83(1986) POSITION- 40 12 43.     (N) 087 09 37.     (W)   SCALED
 LB1703* NAVD 88 ORTHO HEIGHT -   208.679 (meters)      684.64  (feet) ADJUSTED
 LB1703  ______________________________________________________________________
 LB1703  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 LB1703  DYNAMIC HEIGHT  -        208.572 (meters)      684.29  (feet) COMP
 LB1703  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 LB1703
 LB1703  VERT ORDER      -  SECOND    CLASS 0
 LB1703
 LB1703.The horizontal coordinates were scaled from a map and have
 LB1703.an estimated accuracy of +/- 6 seconds.
 LB1703
 LB1703.The orthometric height was determined by differential leveling and
 LB1703.adjusted by the NATIONAL GEODETIC SURVEY
 LB1703.in June 1991.
 LB1703
 LB1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1703.GEOID18 height accuracy estimate available here.
 LB1703
 LB1703.Click photographs - Photos may exist for this station.
 LB1703
 LB1703.The dynamic height is computed by dividing the NAVD 88
 LB1703.geopotential number by the normal gravity value computed on the
 LB1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1703.degrees latitude (g = 980.6199 gals.).
 LB1703
 LB1703.The modeled gravity was interpolated from observed gravity values.
 LB1703
 LB1703;                    North         East    Units  Estimated Accuracy
 LB1703;SPC IN W     -   551,050.      893,450.      MT  (+/- 180 meters Scaled)
 LB1703
 LB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK863512(NAD 83)
 LB1703
 LB1703                          SUPERSEDED SURVEY CONTROL
 LB1703
 LB1703  NGVD 29 (??/??/92)  208.758  (m)          684.90   (f) ADJ UNCH    2 0
 LB1703
 LB1703.Superseded values are not recommended for survey control.
 LB1703
 LB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1703.See file dsdata.pdf to determine how the superseded data were derived.
 LB1703
 LB1703_MARKER: DB = BENCH MARK DISK
 LB1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1703_STAMPING: V 96 1946
 LB1703_MARK LOGO: CGS
 LB1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1703+STABILITY: SURFACE MOTION
 LB1703
 LB1703  HISTORY     - Date     Condition        Report By
 LB1703  HISTORY     - 1946     MONUMENTED       CGS
 LB1703  HISTORY     - 20110117 MARK NOT FOUND   BFSINC
 LB1703
 LB1703                          STATION DESCRIPTION
 LB1703
 LB1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1703'0.8 MI NW FROM NEWTON.
 LB1703'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1703'OFFICE AT NEWTOWN, ABOUT 0.5 MILE NORTHWEST OF A HIGHWAY BRIDGE OVER
 LB1703'A SMALL CREEK, 112 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER
 LB1703'POLE NO. 142-375, 31.5 FEET SOUTH OF A BLAZED HICKORY TREE, 26
 LB1703'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST
 LB1703'OF THE CENTER LINE OF A GATE, 2 FEET NORTHWEST OF A WHITE WOODEN
 LB1703'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LB1703'STAMPED V 96 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1703'4 INCHES ABOVE GROUND.
 LB1703
 LB1703                          STATION RECOVERY (2011)
 LB1703
 LB1703'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2011 (GKG)
 LB1703'POWER POLE AND GATE LISTED IN 1946 DESCRIPTION WERE FOUND.  WITNESS
 LB1703'POST GONE, NO EVIDENCE OF MARKER REMAINING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1537 ***********************************************************************
 LB1537  DESIGNATION -  V 97
 LB1537  PID         -  LB1537
 LB1537  STATE/COUNTY-  IN/FOUNTAIN
 LB1537  COUNTRY     -  US
 LB1537  USGS QUAD   -  MELLOTT (2019)
 LB1537
 LB1537                         *CURRENT SURVEY CONTROL
 LB1537  ______________________________________________________________________
 LB1537* NAD 83(1986) POSITION- 40 13 28.     (N) 087 14 35.     (W)   SCALED
 LB1537* NAVD 88 ORTHO HEIGHT -   189.326 (meters)      621.15  (feet) ADJUSTED
 LB1537  ______________________________________________________________________
 LB1537  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 LB1537  DYNAMIC HEIGHT  -        189.229 (meters)      620.83  (feet) COMP
 LB1537  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 LB1537
 LB1537  VERT ORDER      -  SECOND    CLASS 0
 LB1537
 LB1537.The horizontal coordinates were scaled from a map and have
 LB1537.an estimated accuracy of +/- 6 seconds.
 LB1537
 LB1537.The orthometric height was determined by differential leveling and
 LB1537.adjusted by the NATIONAL GEODETIC SURVEY
 LB1537.in June 1991.
 LB1537
 LB1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1537.GEOID18 height accuracy estimate available here.
 LB1537
 LB1537.Click photographs - Photos may exist for this station.
 LB1537
 LB1537.The dynamic height is computed by dividing the NAVD 88
 LB1537.geopotential number by the normal gravity value computed on the
 LB1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1537.degrees latitude (g = 980.6199 gals.).
 LB1537
 LB1537.The modeled gravity was interpolated from observed gravity values.
 LB1537
 LB1537;                    North         East    Units  Estimated Accuracy
 LB1537;SPC IN W     -   552,450.      886,410.      MT  (+/- 180 meters Scaled)
 LB1537
 LB1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793526(NAD 83)
 LB1537
 LB1537                          SUPERSEDED SURVEY CONTROL
 LB1537
 LB1537  NGVD 29 (??/??/92)  189.401  (m)          621.39   (f) ADJ UNCH    2 0
 LB1537
 LB1537.Superseded values are not recommended for survey control.
 LB1537
 LB1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1537.See file dsdata.pdf to determine how the superseded data were derived.
 LB1537
 LB1537_MARKER: DB = BENCH MARK DISK
 LB1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1537_SP_SET: BRIDGE ABUTMENT
 LB1537_STAMPING: V 97 1946
 LB1537_MARK LOGO: CGS
 LB1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1537
 LB1537  HISTORY     - Date     Condition        Report By
 LB1537  HISTORY     - 1946     MONUMENTED       CGS
 LB1537
 LB1537                          STATION DESCRIPTION
 LB1537
 LB1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1537'0.8 MI S FROM ROB ROY.
 LB1537'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 LB1537'WITH STATE HIGHWAY 55 AT ROB ROY, SET IN THE TOP OF THE WEST END
 LB1537'OF NORTHEAST WING WALL OF THE NORTH ABUTMENT OF A 42 FOOT
 LB1537'CONCRETE BRIDGE, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1537'1 FOOT EAST OF THE CONCRETE GUARD RAIL, AND ABOUT 0.5 FOOT ABOVE
 LB1537'THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED V 97 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1291 ***********************************************************************
 LB1291  DESIGNATION -  V 98
 LB1291  PID         -  LB1291
 LB1291  STATE/COUNTY-  IN/BENTON
 LB1291  COUNTRY     -  US
 LB1291  USGS QUAD   -  FOWLER (2019)
 LB1291
 LB1291                         *CURRENT SURVEY CONTROL
 LB1291  ______________________________________________________________________
 LB1291* NAD 83(1986) POSITION- 40 31 07.     (N) 087 21 34.     (W)   SCALED
 LB1291* NAVD 88 ORTHO HEIGHT -   229.320 (meters)      752.36  (feet) ADJUSTED
 LB1291  ______________________________________________________________________
 LB1291  GEOID HEIGHT    -        -33.308 (meters)                     GEOID18
 LB1291  DYNAMIC HEIGHT  -        229.207 (meters)      751.99  (feet) COMP
 LB1291  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 LB1291
 LB1291  VERT ORDER      -  SECOND    CLASS 0
 LB1291
 LB1291.The horizontal coordinates were scaled from a map and have
 LB1291.an estimated accuracy of +/- 6 seconds.
 LB1291
 LB1291.The orthometric height was determined by differential leveling and
 LB1291.adjusted by the NATIONAL GEODETIC SURVEY
 LB1291.in June 1991.
 LB1291
 LB1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1291.GEOID18 height accuracy estimate available here.
 LB1291
 LB1291.Click photographs - Photos may exist for this station.
 LB1291
 LB1291.The dynamic height is computed by dividing the NAVD 88
 LB1291.geopotential number by the normal gravity value computed on the
 LB1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1291.degrees latitude (g = 980.6199 gals.).
 LB1291
 LB1291.The modeled gravity was interpolated from observed gravity values.
 LB1291
 LB1291;                    North         East    Units  Estimated Accuracy
 LB1291;SPC IN W     -   585,140.      876,600.      MT  (+/- 180 meters Scaled)
 LB1291
 LB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK695853(NAD 83)
 LB1291
 LB1291                          SUPERSEDED SURVEY CONTROL
 LB1291
 LB1291  NGVD 29 (??/??/92)  229.373  (m)          752.53   (f) ADJ UNCH    2 0
 LB1291
 LB1291.Superseded values are not recommended for survey control.
 LB1291
 LB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1291.See file dsdata.pdf to determine how the superseded data were derived.
 LB1291
 LB1291_MARKER: DB = BENCH MARK DISK
 LB1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1291_STAMPING: V 98 1946
 LB1291_MARK LOGO: CGS
 LB1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1291+STABILITY: SURFACE MOTION
 LB1291
 LB1291  HISTORY     - Date     Condition        Report By
 LB1291  HISTORY     - 1946     MONUMENTED       CGS
 LB1291
 LB1291                          STATION DESCRIPTION
 LB1291
 LB1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1291'1.1 MI E FROM BOSWELL.
 LB1291'ABOUT 1.1 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1291'RAILROAD FROM THE STATION AT BOSWELL, AT A GRAVEL ROAD CROSSING,
 LB1291'45 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 30 FEET EAST OF
 LB1291'THE CENTER LINE OF THE ROAD, 7.5 FEET NORTHEAST OF AN IRON
 LB1291'FENCE CORNER POST, 2.5 FEET NORTH OF THE FENCE LINE, 2 FEET
 LB1291'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET BELOW
 LB1291'THE CENTER OF THE TRACK.  A STANDARD DISK, STAMPED V 98 1946 AND
 LB1291'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1291'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1575 ***********************************************************************
 LB1575  DESIGNATION -  V 99
 LB1575  PID         -  LB1575
 LB1575  STATE/COUNTY-  IN/WARREN
 LB1575  COUNTRY     -  US
 LB1575  USGS QUAD   -  COVINGTON (2019)
 LB1575
 LB1575                         *CURRENT SURVEY CONTROL
 LB1575  ______________________________________________________________________
 LB1575* NAD 83(1986) POSITION- 40 11 56.     (N) 087 24 45.     (W)   SCALED
 LB1575* NAVD 88 ORTHO HEIGHT -   155.275 (meters)      509.43  (feet) ADJUSTED
 LB1575  ______________________________________________________________________
 LB1575  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 LB1575  DYNAMIC HEIGHT  -        155.196 (meters)      509.17  (feet) COMP
 LB1575  MODELED GRAVITY -    980,114.7   (mgal)                       NAVD 88
 LB1575
 LB1575  VERT ORDER      -  SECOND    CLASS 0
 LB1575
 LB1575.The horizontal coordinates were scaled from a map and have
 LB1575.an estimated accuracy of +/- 6 seconds.
 LB1575
 LB1575.The orthometric height was determined by differential leveling and
 LB1575.adjusted by the NATIONAL GEODETIC SURVEY
 LB1575.in June 1991.
 LB1575
 LB1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1575.GEOID18 height accuracy estimate available here.
 LB1575
 LB1575.Click photographs - Photos may exist for this station.
 LB1575
 LB1575.The dynamic height is computed by dividing the NAVD 88
 LB1575.geopotential number by the normal gravity value computed on the
 LB1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1575.degrees latitude (g = 980.6199 gals.).
 LB1575
 LB1575.The modeled gravity was interpolated from observed gravity values.
 LB1575
 LB1575;                    North         East    Units  Estimated Accuracy
 LB1575;SPC IN W     -   549,650.      871,970.      MT  (+/- 180 meters Scaled)
 LB1575
 LB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK648499(NAD 83)
 LB1575
 LB1575                          SUPERSEDED SURVEY CONTROL
 LB1575
 LB1575  NGVD 29 (??/??/92)  155.332  (m)          509.62   (f) ADJ UNCH    2 0
 LB1575
 LB1575.Superseded values are not recommended for survey control.
 LB1575
 LB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1575.See file dsdata.pdf to determine how the superseded data were derived.
 LB1575
 LB1575_MARKER: DB = BENCH MARK DISK
 LB1575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1575_SP_SET: CULVERT HEADWALL
 LB1575_STAMPING: V 99 1946
 LB1575_MARK LOGO: CGS
 LB1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1575+STABILITY: SURFACE MOTION
 LB1575
 LB1575  HISTORY     - Date     Condition        Report By
 LB1575  HISTORY     - 1946     MONUMENTED       CGS
 LB1575  HISTORY     - 20051103 MARK NOT FOUND   INDOT
 LB1575
 LB1575                          STATION DESCRIPTION
 LB1575
 LB1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1575'5.6 MI SW FROM WEST LEBANON.
 LB1575'ABOUT 5.55 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE
 LB1575'POST OFFICE AT WEST LEBANON, 0.05 MILE SOUTHWEST OF A ROAD
 LB1575'RUNNING NORTHWEST, SET IN THE SOUTHWEST END OF THE NORTHWEST
 LB1575'HEAD WALL OF A 6 FOOT CORRUGATED ARCH CULVERT, 31 FEET NORTHWEST
 LB1575'OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT NORTHEAST OF THE
 LB1575'SOUTHWEST END OF THE HEAD WALL, AND ABOUT 3 FEET BELOW THE HIGHWAY.
 LB1575'A STANDARD DISK, STAMPED V 99 1946.
 LB1575
 LB1575                          STATION RECOVERY (2005)
 LB1575
 LB1575'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB1575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1206 ***********************************************************************
 ME1206  CBN         -  This is a Cooperative Base Network Control Station.
 ME1206  DESIGNATION -  VALPARAISO
 ME1206  PID         -  ME1206
 ME1206  STATE/COUNTY-  IN/PORTER
 ME1206  COUNTRY     -  US
 ME1206  USGS QUAD   -  VALPARAISO (2019)
 ME1206
 ME1206                         *CURRENT SURVEY CONTROL
 ME1206  ______________________________________________________________________
 ME1206* NAD 83(2011) POSITION- 41 27 49.30335(N) 087 02 56.61297(W)   ADJUSTED
 ME1206* NAD 83(2011) ELLIP HT-   211.960 (meters)        (06/27/12)   ADJUSTED
 ME1206* NAD 83(2011) EPOCH   -  2010.00
 ME1206* NAVD 88 ORTHO HEIGHT -   245.740 (meters)      806.23  (feet) ADJUSTED
 ME1206  ______________________________________________________________________
 ME1206  GEOID HEIGHT    -        -33.766 (meters)                     GEOID18
 ME1206  NAD 83(2011) X  -    246,429.010 (meters)                     COMP
 ME1206  NAD 83(2011) Y  - -4,780,460.309 (meters)                     COMP
 ME1206  NAD 83(2011) Z  -  4,201,291.889 (meters)                     COMP
 ME1206  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 ME1206  DYNAMIC HEIGHT  -        245.642 (meters)      805.91  (feet) COMP
 ME1206  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 ME1206
 ME1206  VERT ORDER      -  FIRST     CLASS I
 ME1206
 ME1206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME1206  Standards:
 ME1206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME1206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME1206  -------------------------------------------------------------------
 ME1206  NETWORK    0.82   2.21           0.39   0.25   1.13     -0.04708114
 ME1206  -------------------------------------------------------------------
 ME1206  Click here for local accuracies and other accuracy information.
 ME1206
 ME1206.The horizontal coordinates were established by GPS observations
 ME1206.and adjusted by the National Geodetic Survey in June 2012.
 ME1206
 ME1206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME1206.been affixed to the stable North American tectonic plate. See 
 ME1206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME1206
 ME1206.The horizontal coordinates are valid at the epoch date displayed above
 ME1206.which is a decimal equivalence of Year/Month/Day.
 ME1206
 ME1206.The orthometric height was determined by differential leveling and
 ME1206.adjusted by the NATIONAL GEODETIC SURVEY
 ME1206.in June 1991.
 ME1206
 ME1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1206.GEOID18 height accuracy estimate available here.
 ME1206
 ME1206.Click photographs - Photos may exist for this station.
 ME1206
 ME1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1206
 ME1206.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME1206
 ME1206.The ellipsoidal height was determined by GPS observations
 ME1206.and is referenced to NAD 83.
 ME1206
 ME1206.The dynamic height is computed by dividing the NAVD 88
 ME1206.geopotential number by the normal gravity value computed on the
 ME1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1206.degrees latitude (g = 980.6199 gals.).
 ME1206
 ME1206.The modeled gravity was interpolated from observed gravity values.
 ME1206
 ME1206. The following values were computed from the NAD 83(2011) position.
 ME1206
 ME1206;                    North         East     Units Scale Factor Converg.
 ME1206;SPC IN W     -   690,054.310   902,863.265   MT  0.99996677   +0 01 21.7
 ME1206;SPC IN W     - 2,263,953.18  2,962,143.90   sFT  0.99996677   +0 01 21.7
 ME1206;UTM  16      - 4,590,234.887   495,903.101   MT  0.99960021   -0 01 56.9
 ME1206
 ME1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1206!SPC IN W     -   0.99996675  x   0.99996677  =   0.99993353
 ME1206!UTM  16      -   0.99996675  x   0.99960021  =   0.99956698
 ME1206
 ME1206:                Primary Azimuth Mark                     Grid Az
 ME1206:SPC IN W     -  VALPARAISO AZ MK                         098 19 12.1
 ME1206:UTM  16      -  VALPARAISO AZ MK                         098 22 30.7
 ME1206
 ME1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9590390234(NAD 83)
 ME1206
 ME1206|---------------------------------------------------------------------|
 ME1206| PID    Reference Object                     Distance      Geod. Az  |
 ME1206|                                                           dddmmss.s |
 ME1206| ME2472 SUMAN GREYHOUND RADIO MAST          APPROX. 8.9 KM 0061044.5 |
 ME1206| CM4750 VALPARAISO RM 1                      26.697 METERS 09728     |
 ME1206| ME1204 VALPARAISO AZ MK                                   0982033.8 |
 ME1206| ME1205 VALPARAISO RM 3                      19.139 METERS 10302     |
 ME1206| ME2400 WANATAH RAD STATION WKAV MAST       APPROX.13.2 KM 1070625.0 |
 ME1206| ME2515 VALPARAISO N IND PS CO RAD MST      APPROX. 1.8 KM 3264018.0 |
 ME1206| ME2517 VALPARAISO MUNICIPAL TANK           APPROX. 1.7 KM 3314316.8 |
 ME1206| ME1207 VALPARAISO RM 2                      28.000 METERS 33406     |
 ME1206|---------------------------------------------------------------------|
 ME1206
 ME1206                          SUPERSEDED SURVEY CONTROL
 ME1206
 ME1206  NAD 83(2007)-  41 27 49.30346(N)    087 02 56.61399(W) AD(2002.00) 0
 ME1206  ELLIP H (02/10/07)  211.981  (m)                       GP(2002.00)    
 ME1206  NAD 83(1997)-  41 27 49.30368(N)    087 02 56.61392(W) AD(       ) B
 ME1206  ELLIP H (04/10/98)  211.991  (m)                       GP(       ) 4 1
 ME1206  NAD 83(1986)-  41 27 49.30920(N)    087 02 56.61735(W) AD(       ) 1
 ME1206  NAD 27      -  41 27 49.16600(N)    087 02 56.50950(W) AD(       ) 1
 ME1206  NAVD 88             245.74   (m)          806.2    (f) LEVELING    3  
 ME1206  NGVD 29 (??/??/92)  245.833  (m)          806.54   (f) ADJ UNCH    1 1
 ME1206  NGVD 29             245.83   (m)          806.5    (f) LEVELING    3  
 ME1206
 ME1206.Superseded values are not recommended for survey control.
 ME1206
 ME1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1206.See file dsdata.pdf to determine how the superseded data were derived.
 ME1206
 ME1206_MARKER: DS = TRIANGULATION STATION DISK
 ME1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1206_STAMPING: VALPARAISO 1948
 ME1206_MARK LOGO: CGS
 ME1206_PROJECTION: FLUSH
 ME1206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1206+STABILITY: SURFACE MOTION
 ME1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1206+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME1206
 ME1206  HISTORY     - Date     Condition        Report By
 ME1206  HISTORY     - 1948     MONUMENTED       CGS
 ME1206  HISTORY     - 1952     GOOD             CGS
 ME1206  HISTORY     - 1955     GOOD             CGS
 ME1206  HISTORY     - 1968     GOOD             CGS
 ME1206  HISTORY     - 1968     GOOD             CGS
 ME1206  HISTORY     - 19910513 GOOD             NOS
 ME1206  HISTORY     - 19920902 GOOD             NGS
 ME1206  HISTORY     - 19970805 GOOD             SEC
 ME1206  HISTORY     - 19980725 GOOD             WOOLPT
 ME1206  HISTORY     - 20080909 GOOD             LFA
 ME1206  HISTORY     - 20240706 GOOD             USPSQD
 ME1206
 ME1206                          STATION DESCRIPTION
 ME1206
 ME1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME1206'STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE GROUNDS OF THE
 ME1206'WOMENS GYMNASIUM OF THE VALPARAISO UNIVERSITY IN THE CITY OF
 ME1206'VALPARAISO.  IT IS 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME1206'GYMNASIUM, 57 FEET EAST OF A PAVED STREET, 38 FEET NORTH OF A PAVED
 ME1206'STREET AND 34 FEET SOUTH OF A CEMENT WALK.  THE MARK IS FLUSH WITH THE
 ME1206'GROUND AND THE DISK IS STAMPED VALPARAISO 1948.
 ME1206'
 ME1206'REFERENCE MARK NO. 1 IS 87.59 FEET EAST OF STATION.  IT IS 38 FEET
 ME1206'SOUTH OF THE SOUTHWEST CORNER OF GYMNASIUM AND 28 FEET NORTH OF A
 ME1206'PAVED STREET.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 ME1206'STAMPED VALPARAISO NO 1 1948.
 ME1206'
 ME1206'REFERENCE MARK NO. 2 IS 91.86 FEET NORTHWEST OF STATION.  IT IS 18
 ME1206'FEET EAST OF A CEMENT WALK AND 4 FEET NORTH OF A POWER POLE.  THE MARK
 ME1206'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED VALPARAISO NO 2 1948.
 ME1206'
 ME1206'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF STATION.  IT IS 50 FEET
 ME1206'WEST OF THE CENTER OF STATE HIGHWAY 49 AND 1 FOOT SOUTH OF A WHITE
 ME1206'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME1206'STAMPED VALPARAISO 1948.
 ME1206'
 ME1206'TO REACH AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME1206'HIGHWAY 49, WHICH IS ABOUT 3/4 MILE SOUTHEAST OF VALPARAISO, GO NORTH
 ME1206'ON HIGHWAY 49 FOR 0.15 MILE TO MARK ON LEFT OR WEST OF HIGHWAY AS
 ME1206'DESCRIBED.
 ME1206'
 ME1206'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME1206
 ME1206                          STATION RECOVERY (1952)
 ME1206
 ME1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME1206'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 ME1206'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  THE
 ME1206'OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION.
 ME1206'
 ME1206'REFERENCE MARK NO. 2 IS 18 INCHES EAST OF THE CEMENT WALK.
 ME1206'
 ME1206'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME1206
 ME1206                          STATION RECOVERY (1955)
 ME1206
 ME1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 ME1206'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK, AZIMUTH MARK AND
 ME1206'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 ME1206'1 HAD BEEN DESTROYED BY SIDEWALK CONSTRUCTION.  REFERENCE MARK NO. 3
 ME1206'WAS ESTABLISHED AT THIS TIME.  IT IS 48 FEET SOUTHWEST OF THE
 ME1206'SOUTHWEST CORNER OF THE GYMNASIUM BUILDING, 23 FEET NORTH OF THE
 ME1206'CENTER OF EAST UNION STREET AND 1 FOOT SOUTH OF THE EDGE OF THE
 ME1206'SIDEWALK.  THE DISK IS SET FLUSH IN THE CONCRETE SIDEWALK AND IT IS
 ME1206'STAMPED VALPARAISO NO 3 1948.  THE REMAINDER OF THE ORIGINAL
 ME1206'DESCRIPTION IS ADEQUATE.
 ME1206
 ME1206                          STATION RECOVERY (1968)
 ME1206
 ME1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME1206'THE STATION, REFERENCE MARK 2 AND 3 AND THE AZIMUTH MARK WERE ALL
 ME1206'RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.  DUE TO
 ME1206'CONSTRUCTION OF A LARGE BUILDING ON THE CAMPUS OF THE UNIVERSITY THE
 ME1206'AZIMUTH MARK COULD NOT BE SEEN FROM THE STATION MARK WITHOUT A HIGH
 ME1206'TOWER.
 ME1206
 ME1206                          STATION RECOVERY (1968)
 ME1206
 ME1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1206'AT VALPARAISO, IN SECTION 24, R6W, T35N, ON THE GROUNDS OF
 ME1206'THE GYMNASIUM OF THE VALPARISO UNIVERSITY, 84 FEET SOUTHWEST OF
 ME1206'THE SOUTHWEST CORNER OF THE GYMNASIUM, 58.5 FEET EAST OF THE
 ME1206'CENTER LINE OF UNIVERSITY AVENUE, 23.5 FEET NORTH OF THE NORTH
 ME1206'CURB OF UNION STREET, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 ME1206'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME1206'GROUND.  THE STATION MAY BE REACHED FROM THE POST OFFICE AT
 ME1206'VALPARAISO BY GOING 0.6 MILE EAST ALONG LINCOLN WAY, THENCE 0.3
 ME1206'MILE SOUTH ALONG GARFIELD STREET, THENCE 0.15 MILE EAST ALONG
 ME1206'UNION STREET.
 ME1206
 ME1206                          STATION RECOVERY (1991)
 ME1206
 ME1206'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME1206'THE STATION IS LOCATED IN THE CITY OF VALPARAISO, ON THE GROUNDS OF
 ME1206'VALPARAISO UNIVERSITY, ON THE SOUTHWEST CORNER OF THE GROUNDS OF THE
 ME1206'WOMENS GYMNASIUM.
 ME1206'
 ME1206'TO REACH FROM THE INTERSECTION OF US HIGHWAY 30 AND INDIANA HIGHWAY 49
 ME1206'AT THE EAST EDGE OF VALPARAISO, GO WEST ON US HIGHWAY 30 FOR 1.1 MILES
 ME1206'TO ROAD RIGHT BY CAMPUS VIEW RESTAURANT.  TURN RIGHT AND GO NORTHWEST
 ME1206'0.5 MILE TO CROSS ROAD.  TURN RIGHT AND GO EAST ON EAST UNION STREET
 ME1206'FOR 0.3 MILE TO THE STATION ON THE LEFT ON SOUTHWEST GROUNDS OF THE
 ME1206'WOMENS GYMNASIUM.
 ME1206'
 ME1206'STATION IS MARKED BY A STANDARD CGS TRIANGULATION DISK SURROUNDED BY
 ME1206'CONCRETE STAMPED VALPARAISO 1948 THAT IS FLUSH.  IT IS 25.6 M
 ME1206'(83.99 FT) SOUTHWEST OF SOUTHWEST CORNER OF GYM, 17.37 M (56.99 FT)
 ME1206'EAST OF CENTERLINE OF OF EAST UNION STREET, AND 10.36 M (33.99 FT)
 ME1206'SOUTH OF AN EAST-WEST SIDEWALK LEADING TO GYM.  DESCRIBED BY PBW.
 ME1206
 ME1206                          STATION RECOVERY (1992)
 ME1206
 ME1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1206'IN VALPARAISO, AT THE INTERSECTION OF EAST UNION STREET AND UNIVERSITY
 ME1206'AVENUE, 25.4 M (83.3 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME1206'THE VALPARAISO UNIVERSITY ATHLETICS RECREATION CENTER, 17.5 M
 ME1206'(57.4 FT) EAST OF THE AVENUE CENTER, 11.3 M (37.1 FT) NORTH OF THE
 ME1206'STREET CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND
 ME1206'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME1206
 ME1206                          STATION RECOVERY (1997)
 ME1206
 ME1206'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME1206'STATION IS LOCATED IN VALPARAISO, ON THE GROUNDS OF VALPARAISO
 ME1206'UNIVERSITY, NEAR THE SOUTHWEST CORNER OF THE GYMNASIUM AT THE
 ME1206'INTERSECTION OF UNION STREET AND UNIVERSITY PARK AVENUE.
 ME1206'
 ME1206'TO REACH THE STATION FROM U.S. HIGHWAY 30 AT ITS INTERSECTION WITH
 ME1206'INDIANA HIGHWAY 49, GO WEST ON HIGHWAY 30 FOR 1.0 MILES (1.6 KM) TO
 ME1206'LINWOOD STREET BY ALS DINER RESTAURANT, THEN RIGHT AND GO
 ME1206'NORTHWESTERLY 0.4 MILE (0.6 KM) TO UNION STREET, TURN RIGHT AND GO
 ME1206'EASTERLY ON UNION STREET FOR 0.2 MILE (0.3 KM) TO UNIVERSITY PARK
 ME1206'AVENUE AND STATION ON LEFT NEAR SOUTHWEST CORNER OF GYMNASIUM.
 ME1206'
 ME1206'STATION IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 ME1206'ACCURATE REFERENCE MONUMENTS WERE SEARCHED FOR BUT NOT FOUND, PROBABLY
 ME1206'DUE TO STREET WIDENING AND SIDEWALK CONSTRUCTION.  SOUTHWEST CORNER OF
 ME1206'GYMNASIUM MAG AZIMUTH 74 DEGREES 25.45 METERS (83.50 FT)  FIRE HYDRANT
 ME1206'AT NORTHWEST CORNER OF UNION STREET AND UNIVERSITY PARK AVENUE MAG
 ME1206'AZIMUTH 271 DEGREES 25.80 METERS (84.65 FT)  AREA LIGHT MAG AZIMUTH 98
 ME1206'DEGREES 11.10 METERS (36.42 FT)  UNION STREET SOUTH 11.35 METERS
 ME1206'(37.24 FT) AND UNIVERSITY PARK AVENUE WEST 16.70 METERS (54.79 FT)
 ME1206'VALPARAISO UNIVERSITY PHYSICAL PLAN DIRECTOR - FREDRICK PLANT, 1500
 ME1206'LINCOLNWAY, VALPARAISO IN 46383, PHONE 219-464-5130.
 ME1206
 ME1206                          STATION RECOVERY (1998)
 ME1206
 ME1206'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (ARL)
 ME1206'RECOVERED AS DESCRIBED.
 ME1206
 ME1206                          STATION RECOVERY (2008)
 ME1206
 ME1206'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME1206'RECOVERED AS DESCRIBED
 ME1206
 ME1206                          STATION RECOVERY (2024)
 ME1206
 ME1206'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1204 ***********************************************************************
 ME1204  DESIGNATION -  VALPARAISO AZ MK
 ME1204  PID         -  ME1204
 ME1204  STATE/COUNTY-  IN/PORTER
 ME1204  COUNTRY     -  US
 ME1204  USGS QUAD   -  VALPARAISO (2019)
 ME1204
 ME1204                         *CURRENT SURVEY CONTROL
 ME1204  ______________________________________________________________________
 ME1204* NAD 83(1986) POSITION- 41 27 44.45   (N) 087 02 12.61   (W)   HD_HELD1
 ME1204* NAVD 88 ORTHO HEIGHT -   244.030 (meters)      800.62  (feet) ADJUSTED
 ME1204  ______________________________________________________________________
 ME1204  GEOID HEIGHT    -        -33.774 (meters)                     GEOID18
 ME1204  DYNAMIC HEIGHT  -        243.932 (meters)      800.30  (feet) COMP
 ME1204  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 ME1204
 ME1204  VERT ORDER      -  FIRST     CLASS I
 ME1204
 ME1204.The horizontal coordinates were determined by differentially corrected
 ME1204.hand held GPS observations or other comparable positioning techniques
 ME1204.and have an estimated accuracy of +/- 3 meters.
 ME1204
 ME1204.The orthometric height was determined by differential leveling and
 ME1204.adjusted by the NATIONAL GEODETIC SURVEY
 ME1204.in June 1991.
 ME1204
 ME1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1204.GEOID18 height accuracy estimate available here.
 ME1204
 ME1204.Click photographs - Photos may exist for this station.
 ME1204
 ME1204.The dynamic height is computed by dividing the NAVD 88
 ME1204.geopotential number by the normal gravity value computed on the
 ME1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1204.degrees latitude (g = 980.6199 gals.).
 ME1204
 ME1204.The modeled gravity was interpolated from observed gravity values.
 ME1204
 ME1204;                    North         East    Units  Estimated Accuracy
 ME1204;SPC IN W     -   689,905.1     903,884.5     MT  (+/- 3 meters HH1 GPS) 
 ME1204
 ME1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9692390084(NAD 83)
 ME1204
 ME1204                          SUPERSEDED SURVEY CONTROL
 ME1204
 ME1204  NGVD 29 (??/??/92)  244.122  (m)          800.92   (f) ADJ UNCH    1 1
 ME1204
 ME1204.Superseded values are not recommended for survey control.
 ME1204
 ME1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1204.See file dsdata.pdf to determine how the superseded data were derived.
 ME1204
 ME1204_MARKER: DZ = AZIMUTH MARK DISK
 ME1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1204_STAMPING: VALPARAISO 1948
 ME1204_MARK LOGO: CGS
 ME1204_PROJECTION: PROJECTING 30 CENTIMETERS
 ME1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1204+STABILITY: SURFACE MOTION
 ME1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1204+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2024
 ME1204
 ME1204  HISTORY     - Date     Condition        Report By
 ME1204  HISTORY     - 1948     MONUMENTED       CGS
 ME1204  HISTORY     - 1968     GOOD             CGS
 ME1204  HISTORY     - 19920902 GOOD             NGS
 ME1204  HISTORY     - 20080909 GOOD             LFA
 ME1204  HISTORY     - 20221222 GOOD             IN-127
 ME1204  HISTORY     - 20240706 GOOD             USPSQD
 ME1204
 ME1204                          STATION DESCRIPTION
 ME1204
 ME1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1204'AT VALPARAISO, IN SECTION 30, R5W, T35N, ABOUT 0.15 MILE
 ME1204'NORTH ALONG STATE HIGHWAY 49 NORTH FROM THE JUNCTION OF U.S.
 ME1204'HIGHWAY 30, ALONG THE EAST SIDE OF THE GROUNDS OF THE VALPARAISO
 ME1204'UNIVERSITY, ON TOP OF A SMALL KNOLL, 188 FEET SOUTHEAST OF THE
 ME1204'SOUTHEAST CORNER OF THE SOUTHEAST WING OF THE GILLERSON CENTER
 ME1204'BLDG, 49 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 49
 ME1204'LEADING NORTH, 99 FEET NORTH OF POWER LINE POLE 431/929 WITH A
 ME1204'TRANSFORMER, 1 FOOT SOUTH OF A WOODEN WITNESS POST, 5 FEET ABOVE
 ME1204'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME1204'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME1204
 ME1204                          STATION RECOVERY (1992)
 ME1204
 ME1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1204'0.2 KM (0.10 MI) NORTHERLY ALONG STATE HIGHWAY 130 FROM THE JUNCTION
 ME1204'OF U.S. HIGHWAY 30 IN VALPARAISO, 127.9 M (419.6 FT) SOUTH OF THE
 ME1204'CENTER OF THE EAST ENTRANCE TO THE VALPARAISO UNIVERSITY, 57.3 M
 ME1204'(188.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF GELLERSEN CENTER,
 ME1204'30.1 M (98.8 FT) NORTH OF UTILITY POLE NUMBER 431-929, 14.9 M
 ME1204'(48.9 FT) WEST OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) ABOVE THE
 ME1204'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 ME1204'THE GROUND SURFACE.
 ME1204
 ME1204                          STATION RECOVERY (2008)
 ME1204
 ME1204'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME1204'MONUMENT PROJECTS 1.0 FT ABOVE GROUND LEVEL.
 ME1204
 ME1204                          STATION RECOVERY (2022)
 ME1204
 ME1204'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME1204'TO REACH FROM THE INTERSECTION U. S. 30 AND STURDY ROAD IN VALPARAISO,
 ME1204'GO NORTH ON STURDY ROAD FOR 0.1 MI (0.2 KM) AND STATION IS ON THE
 ME1204'LEFT, 50.0 FT (15.2 M) WEST OF THE CENTERLINE OF STURDY ROAD, 420 FT
 ME1204'(128.0 M) SOUTH OF THE CENTER OF THE EAST ENTRANCE TO VALPARAISO
 ME1204'UNIVERSITY, 0.9 FT (27 CM) EAST OF EAST FACE OF SIDEWALK, 188.2 FT
 ME1204'(57.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF GELLERSEN CENTER
 ME1204'BUILDING, 18.3 FT (5.6 M) SOUTHWEST OF LIGHT POLE.  MONUMENT IS 4.3 FT
 ME1204'(1.3 M) ABOVE THE LEVEL OF STURDY ROAD, 1.0 FT (0.3 M) ABOVE GROUND
 ME1204'SURFACE.
 ME1204
 ME1204                          STATION RECOVERY (2024)
 ME1204
 ME1204'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 ME1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2517 ***********************************************************************
 ME2517  DESIGNATION -  VALPARAISO MUNICIPAL TANK
 ME2517  PID         -  ME2517
 ME2517  STATE/COUNTY-  IN/PORTER
 ME2517  COUNTRY     -  US
 ME2517  USGS QUAD   -  VALPARAISO (2019)
 ME2517
 ME2517                         *CURRENT SURVEY CONTROL
 ME2517  ______________________________________________________________________
 ME2517* NAD 83(1997) POSITION- 41 28 38.21860(N) 087 03 31.60550(W)   ADJUSTED
 ME2517  ______________________________________________________________________
 ME2517  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 ME2517  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 ME2517  HORZ ORDER      -  THIRD
 ME2517
 ME2517.The horizontal coordinates were established by classical geodetic methods
 ME2517.and adjusted by the National Geodetic Survey in May 1999.
 ME2517
 ME2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2517.GEOID18 height accuracy estimate available here.
 ME2517
 ME2517.Click photographs - Photos may exist for this station.
 ME2517
 ME2517.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2517
 ME2517. The following values were computed from the NAD 83(1997) position.
 ME2517
 ME2517;                    North         East     Units Scale Factor Converg.
 ME2517;SPC IN W     -   691,563.060   902,050.815   MT  0.99996672   +0 00 58.5
 ME2517;SPC IN W     - 2,268,903.14  2,959,478.38   sFT  0.99996672   +0 00 58.5
 ME2517;UTM  16      - 4,591,743.866   495,092.402   MT  0.99960030   -0 02 20.2
 ME2517
 ME2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9509291743(NAD 83)
 ME2517
 ME2517                          SUPERSEDED SURVEY CONTROL
 ME2517
 ME2517  NAD 83(1986)-  41 28 38.22399(N)    087 03 31.60849(W) AD(       ) 3
 ME2517  NAD 27      -  41 28 38.08100(N)    087 03 31.49900(W) AD(       ) 3
 ME2517
 ME2517.Superseded values are not recommended for survey control.
 ME2517
 ME2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2517.See file dsdata.pdf to determine how the superseded data were derived.
 ME2517
 ME2517_MARKER: 53 = ELEVATED TANK
 ME2517
 ME2517  HISTORY     - Date     Condition        Report By
 ME2517  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2517
 ME2517                          STATION DESCRIPTION
 ME2517
 ME2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2517'THIS IS AN INTERSECTION STATION
 ME2517'
 ME2517'STATION IS LOCATED IN TOWER PARK WHICH IS ONE BLOCK NORTH OF THE
 ME2517'GRAND TRUNK
 ME2517'RAILROAD DEPOT ON THE NORTH SIDE OF VALPARAISO.  IT IS A 10 LEGGED
 ME2517'STEEL STRUCTURE, PAINTED GREY, WITH A
 ME2517'WATER TANK ATOP AND ABOUT 150 FEET HIGH.  POINT OBSERVED ON WAS THE
 ME2517'SMALL BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2518 ***********************************************************************
 ME2518  DESIGNATION -  VALPO W BASE RESET
 ME2518  PID         -  ME2518
 ME2518  STATE/COUNTY-  IN/PORTER
 ME2518  COUNTRY     -  US
 ME2518  USGS QUAD   -  VALPARAISO (2019)
 ME2518
 ME2518                         *CURRENT SURVEY CONTROL
 ME2518  ______________________________________________________________________
 ME2518* NAD 83(1997) POSITION- 41 28 34.05023(N) 087 01 38.65262(W)   ADJUSTED
 ME2518* NAVD 88 ORTHO HEIGHT -   245.11  (+/-2cm)      804.2   (feet) VERTCON3
 ME2518  ______________________________________________________________________
 ME2518  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 ME2518  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 ME2518  HORZ ORDER      -  FIRST
 ME2518  VERT ORDER      -  THIRD ? (See Below)
 ME2518
 ME2518.The horizontal coordinates were established by classical geodetic methods
 ME2518.and adjusted by the National Geodetic Survey in May 1999.
 ME2518
 ME2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2518
 ME2518.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2518.GEOID18 height accuracy estimate available here.
 ME2518
 ME2518.The vertical order pertains to the NGVD 29 superseded value.
 ME2518
 ME2518.Click photographs - Photos may exist for this station.
 ME2518
 ME2518.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2518
 ME2518. The following values were computed from the NAD 83(1997) position.
 ME2518
 ME2518;                    North         East     Units Scale Factor Converg.
 ME2518;SPC IN W     -   691,435.685   904,671.485   MT  0.99996694   +0 02 13.4
 ME2518;SPC IN W     - 2,268,485.24  2,968,076.36   sFT  0.99996694   +0 02 13.4
 ME2518;UTM  16      - 4,591,614.015   497,711.988   MT  0.99960006   -0 01 05.3
 ME2518
 ME2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2518!SPC IN W     -   0.99996685  x   0.99996694  =   0.99993379
 ME2518!UTM  16      -   0.99996685  x   0.99960006  =   0.99956693
 ME2518
 ME2518:                Primary Azimuth Mark                     Grid Az
 ME2518:SPC IN W     -  VALPARAISO MUNICIPAL TANK                272 46 57.3
 ME2518:UTM  16      -  VALPARAISO MUNICIPAL TANK                272 50 16.0
 ME2518
 ME2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9771191614(NAD 83)
 ME2518
 ME2518|---------------------------------------------------------------------|
 ME2518| PID    Reference Object                     Distance      Geod. Az  |
 ME2518|                                                           dddmmss.s |
 ME2518| CM3910 VALPO W BASE AZ MK                                 0620933.5 |
 ME2518| CM3911 VALPO W BASE RM 1                    30.401 METERS 08712     |
 ME2518| ME2400 WANATAH RAD STATION WKAV MAST       APPROX.12.0 KM 1160004.6 |
 ME2518| CM3912 VALPO W BASE RM 2                    27.228 METERS 18645     |
 ME2518| ME2517 VALPARAISO MUNICIPAL TANK           APPROX. 2.6 KM 2724910.7 |
 ME2518| ME2472 SUMAN GREYHOUND RADIO MAST          APPROX. 7.5 KM 3532558.8 |
 ME2518|---------------------------------------------------------------------|
 ME2518
 ME2518                          SUPERSEDED SURVEY CONTROL
 ME2518
 ME2518  NAD 83(1986)-  41 28 34.05536(N)    087 01 38.65638(W) AD(       ) 1
 ME2518  NAD 27      -  41 28 33.91180(N)    087 01 38.54980(W) AD(       ) 1
 ME2518  NGVD 29             245.20   (m)          804.5    (f) LEVELING    3  
 ME2518
 ME2518.Superseded values are not recommended for survey control.
 ME2518
 ME2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2518.See file dsdata.pdf to determine how the superseded data were derived.
 ME2518
 ME2518_MARKER: DH = HORIZONTAL CONTROL DISK
 ME2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2518_STAMPING: VALPO W BASE 1948 1980
 ME2518_MARK LOGO: NGS
 ME2518_PROJECTION: FLUSH
 ME2518_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 ME2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2518+STABILITY: SURFACE MOTION
 ME2518
 ME2518  HISTORY     - Date     Condition        Report By
 ME2518  HISTORY     - 1980     MONUMENTED       NGS
 ME2518  HISTORY     - 19891101 MARK NOT FOUND   USPSQD
 ME2518
 ME2518                          STATION DESCRIPTION
 ME2518
 ME2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ME2518'STATION IS LOCATED ABOUT 2 MILES NE OF VALPARAISO ALONG THE N RIGHT
 ME2518'OF WAY OF THE GRAND TRUNK RAILROAD.
 ME2518'
 ME2518'THE STATION MARK WAS FOUND WITH THE TOP 6 INCHES BROKEN OFF.  RM 1
 ME2518'WAS FOUND UPROOTED.  RM 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH
 ME2518'MARK WAS FOUND UPROOTED.  THE DISTANCE TO RM 2 CHECKED AFTER
 ME2518'LOCATING THE SUB SURFACE MARK AT STATION.  RM 3 WAS SET.  THERE WAS
 ME2518'NO REQUIRED DISTANCE VISIBLE AT STATION TO SET AN AZIMUTH MARK
 ME2518'WITHOUT A GREAT AMOUNT OF CLEARING.
 ME2518'
 ME2518'TO REACH THE STATION FROM THE PORTER COUNTY COURT HOUSE AT VALPARAISO,
 ME2518'GO E ON STATE HIGHWAY 2 FOR 1.75 MILES TO A CROSSROADS.  TURN LEFT AND
 ME2518'GO N ON SILHAVY ROAD FOR 0.5 MILE TO RAILROAD CROSSING AND STATION AS
 ME2518'DESCRIBED.
 ME2518'
 ME2518'THE STATION MARK IS A STANDARD DISK STAMPED---VALPO W BASE 1948
 ME2518'1980.---.  IT IS 79 FT W OF CENTERLINE OF SILHAVY ROAD, 64 FT WSW OF
 ME2518'POWER LINE POLE NO 444-077, 35 FT N OF N RAIL OF RAILROAD TRACKS, 17
 ME2518'FT SW OF METAL WITNESS POST, 12 FT S OF MESH WIRE FENCE.  THE MARK IS
 ME2518'FLUSH.
 ME2518'
 ME2518'RM 2 IS A STANDARD DISK STAMPED---VALPO W BASE NO 2 1948---.  IT IS
 ME2518'34 FT S OF S RAIL OF RAILROAD TRACKS, 9 FT S OF POWER LINE POLE, 1 FT
 ME2518'E OF A METAL WITNESS POST AND 0.5 N OF A FENCE LINE.  THE MARK
 ME2518'PROJECTS 8 INCHES.
 ME2518'
 ME2518'RM 3 IS A STANDARD DISK STAMPED---VALPO W BASE 1948 NO 3 1980---.  IT
 ME2518'IS 66 FT W OF CENTERLINE OF ROAD, 45 FT N OF N RAIL OF RAILROAD TRACK,
 ME2518'1 FT S OF FENCE AND METAL WITNESS POST.  THE MARK IS FLUSH.
 ME2518
 ME2518                          STATION RECOVERY (1989)
 ME2518
 ME2518'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME2518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2190 ***********************************************************************
 LA2190  DESIGNATION -  VAN BUREN
 LA2190  PID         -  LA2190
 LA2190  STATE/COUNTY-  IN/GRANT
 LA2190  COUNTRY     -  US
 LA2190  USGS QUAD   -  VAN BUREN (2019)
 LA2190
 LA2190                         *CURRENT SURVEY CONTROL
 LA2190  ______________________________________________________________________
 LA2190* NAD 83(1997) POSITION- 40 37 02.08252(N) 085 31 24.46639(W)   ADJUSTED
 LA2190* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 LA2190  ______________________________________________________________________
 LA2190  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LA2190  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LA2190  HORZ ORDER      -  SECOND
 LA2190
 LA2190.The horizontal coordinates were established by classical geodetic methods
 LA2190.and adjusted by the National Geodetic Survey in May 1999.
 LA2190
 LA2190.The orthometric height was scaled from a topographic map.
 LA2190
 LA2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2190.GEOID18 height accuracy estimate available here.
 LA2190
 LA2190.Click photographs - Photos may exist for this station.
 LA2190
 LA2190.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2190
 LA2190. The following values were computed from the NAD 83(1997) position.
 LA2190
 LA2190;                    North         East     Units Scale Factor Converg.
 LA2190;SPC IN E     -   596,064.464   112,117.503   MT  0.99996847   +0 05 35.6
 LA2190;SPC IN E     - 1,955,588.16    367,838.84   sFT  0.99996847   +0 05 35.6
 LA2190;UTM  16      - 4,497,316.855   624,896.744   MT  0.99979201   +0 57 40.9
 LA2190
 LA2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2190!SPC IN E     -   0.99996461  x   0.99996847  =   0.99993308
 LA2190!UTM  16      -   0.99996461  x   0.99979201  =   0.99975663
 LA2190
 LA2190:                Primary Azimuth Mark                     Grid Az
 LA2190:SPC IN E     -  VAN BUREN AZ MK                          088 28 20.6
 LA2190:UTM  16      -  VAN BUREN AZ MK                          087 36 15.3
 LA2190
 LA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2489697316(NAD 83)
 LA2190
 LA2190|---------------------------------------------------------------------|
 LA2190| PID    Reference Object                     Distance      Geod. Az  |
 LA2190|                                                           dddmmss.s |
 LA2190| CD1369 VAN BUREN RM 1                       40.989 METERS 05715     |
 LA2190| CD1368 VAN BUREN AZ MK                                    0883356.2 |
 LA2190| CD1370 VAN BUREN RM 2                       38.066 METERS 28552     |
 LA2190|---------------------------------------------------------------------|
 LA2190
 LA2190                          SUPERSEDED SURVEY CONTROL
 LA2190
 LA2190  NAD 83(1995)-  40 37 02.08474(N)    085 31 24.47861(W) AD(       ) 2
 LA2190  NAD 83(1986)-  40 37 02.08543(N)    085 31 24.48064(W) AD(       ) 2
 LA2190  NAD 27      -  40 37 01.92950(N)    085 31 24.57620(W) AD(       ) 2
 LA2190
 LA2190.Superseded values are not recommended for survey control.
 LA2190
 LA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2190.See file dsdata.pdf to determine how the superseded data were derived.
 LA2190
 LA2190_MARKER: DS = TRIANGULATION STATION DISK
 LA2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2190_STAMPING: VAN BUREN 1948
 LA2190_MARK LOGO: CGS
 LA2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2190+STABILITY: SURFACE MOTION
 LA2190
 LA2190  HISTORY     - Date     Condition        Report By
 LA2190  HISTORY     - 1948     MONUMENTED       CGS
 LA2190  HISTORY     - 1955     GOOD             CGS
 LA2190  HISTORY     - 1959     GOOD             IMECO
 LA2190
 LA2190                          STATION DESCRIPTION
 LA2190
 LA2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2190'STATION IS LOCATED 1 MILE WEST OF VAN BUREN ON THE SOUTH SIDE OF
 LA2190'MACADAM ROAD.  IT IS 125 FEET SOUTHEAST OF THE INTERSECTION OF
 LA2190'RAILROAD AND MACADAM ROAD, 103 FEET EAST OF THE CENTER OF GRAVEL ROAD,
 LA2190'38 FEET SOUTH OF THE CENTER OF MACADAM ROAD AND 4 FEET NORTH OF A
 LA2190'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2190'STAMPED VAN BUREN 1948.
 LA2190'
 LA2190'REFERENCE MARK NO. 1 IS 134.48 FEET NORTHEAST OF THE STATION.  IT IS
 LA2190'31 FEET NORTH OF THE CENTER OF MACADAM ROAD, 10 FEET SOUTH OF THE
 LA2190'SOUTH RAIL OF RAILROAD AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK
 LA2190'PROJECTS 3 INCHES AND THE DISK IS STAMPED VAN BUREN NO 1 1948.
 LA2190'
 LA2190'REFERENCE MARK NO. 2 IS 124.89 FEET WEST OF THE STATION.  IT IS 38
 LA2190'FEET SOUTHWEST OF THE INTERSECTION OF RAILROAD AND MACADAM ROAD, 22
 LA2190'FEET WEST OF THE CENTER OF GRAVEL ROAD AND 4 FEET NORTHEAST OF A
 LA2190'POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA2190'VAN BUREN NO 2 1948.
 LA2190'
 LA2190'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 27 FEET SOUTH
 LA2190'OF THE CENTER OF MACADAM ROAD, 2 FEET WEST OF A FENCE CORNER AND 2
 LA2190'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 LA2190'AND THE DISK IS STAMPED VAN BUREN 1948.
 LA2190'
 LA2190'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 221 AND
 LA2190'MAIN STREET IN VAN BUREN, GO WEST ON MAIN STREET FOR 0.8 MILE TO THE
 LA2190'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE STATION ON THE
 LA2190'LEFT AS DESCRIBED.
 LA2190'
 LA2190'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2190
 LA2190                          STATION RECOVERY (1955)
 LA2190
 LA2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2190'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL THE MARKS
 LA2190'WERE FOUND IN GOOD CONDITION.
 LA2190'
 LA2190'A TOWER CAN NOT BUILT OVER THE STATION DUE TO RECENT POWERLINE
 LA2190'CONSTRUCTION.  THEREFORE IT WAS NOT
 LA2190'OCCUPIED.  BENCH MARK X 202 WAS ESTABLISHED AS A TRIANGULATION
 LA2190'STATION.
 LA2190
 LA2190                          STATION RECOVERY (1959)
 LA2190
 LA2190'RECOVERY NOTE BY INDIANA-MICHIGAN ELECTRIC COMPANY 1959 (ALP)
 LA2190'VAN BUREN STATION MARK 1948 RECOVERED GOOD RECOVERED AND USED.
 LA2190'REF. POINT NO. 1 RECOVERED GOOD.  RECOVERED AND USED.
 LA2190'REF POINT NO. 2 RECOVERED GOOD.  RECOVERED AND USED.
 LA2190'AZIMUTH MARKER RECOVERED GOOD.  RECOVERED AND USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1689 ***********************************************************************
 MD1689  DESIGNATION -  VAN BUREN
 MD1689  PID         -  MD1689
 MD1689  STATE/COUNTY-  IN/LAGRANGE
 MD1689  COUNTRY     -  US
 MD1689  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1689
 MD1689                         *CURRENT SURVEY CONTROL
 MD1689  ______________________________________________________________________
 MD1689* NAD 83(1997) POSITION- 41 42 29.84536(N) 085 36 46.06856(W)   ADJUSTED
 MD1689* NAVD 88 ORTHO HEIGHT -   289.75  (+/-2cm)      950.6   (feet) VERTCON3
 MD1689  ______________________________________________________________________
 MD1689  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 MD1689  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 MD1689  HORZ ORDER      -  FIRST
 MD1689  VERT ORDER      -  THIRD ? (See Below)
 MD1689
 MD1689.The horizontal coordinates were established by classical geodetic methods
 MD1689.and adjusted by the National Geodetic Survey in May 1999.
 MD1689
 MD1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1689
 MD1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1689.GEOID18 height accuracy estimate available here.
 MD1689
 MD1689.The vertical order pertains to the NGVD 29 superseded value.
 MD1689
 MD1689.Click photographs - Photos may exist for this station.
 MD1689
 MD1689.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1689
 MD1689. The following values were computed from the NAD 83(1997) position.
 MD1689
 MD1689;                    North         East     Units Scale Factor Converg.
 MD1689;SPC IN E     -   717,220.245   104,483.334   MT  0.99996691   +0 02 09.0
 MD1689;SPC IN E     - 2,353,080.09    342,792.40   sFT  0.99996691   +0 02 09.0
 MD1689;UTM  16      - 4,618,318.508   615,409.388   MT  0.99976390   +0 55 23.0
 MD1689
 MD1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1689!SPC IN E     -   0.99995978  x   0.99996691  =   0.99992669
 MD1689!UTM  16      -   0.99995978  x   0.99976390  =   0.99972369
 MD1689
 MD1689:                Primary Azimuth Mark                     Grid Az
 MD1689:SPC IN E     -  HOWE                                     085 16 25.2
 MD1689:UTM  16      -  HOWE                                     084 23 11.2
 MD1689
 MD1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1540918318(NAD 83)
 MD1689
 MD1689|---------------------------------------------------------------------|
 MD1689| PID    Reference Object                     Distance      Geod. Az  |
 MD1689|                                                           dddmmss.s |
 MD1689| MD1507 HOWE                                APPROX.16.0 KM 0851834.2 |
 MD1689| CD1374 VAN BUREN RM                        175.900 METERS 09049     |
 MD1689| MD1688 VAN BUREN 2                          48.896 METERS 28153     |
 MD1689|---------------------------------------------------------------------|
 MD1689
 MD1689                          SUPERSEDED SURVEY CONTROL
 MD1689
 MD1689  NAD 83(1995)-  41 42 29.84492(N)    085 36 46.07039(W) AD(       ) 1
 MD1689  NAD 83(1994)-  41 42 29.84493(N)    085 36 46.07042(W) AD(       ) 1
 MD1689  NAD 83(1986)-  41 42 29.84699(N)    085 36 46.08074(W) AD(       ) 1
 MD1689  NAD 27      -  41 42 29.66170(N)    085 36 46.12850(W) AD(       ) 1
 MD1689  USSD        -  41 42 29.69600(N)    085 36 45.96300(W) AD(       ) 3
 MD1689  NGVD 29             289.87   (m)          951.0    (f) LEVELING    3  
 MD1689
 MD1689.Superseded values are not recommended for survey control.
 MD1689
 MD1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1689.See file dsdata.pdf to determine how the superseded data were derived.
 MD1689
 MD1689
 MD1689  HISTORY     - Date     Condition        Report By
 MD1689  HISTORY     - 1878     MONUMENTED       USLS
 MD1689  HISTORY     - 1935     GOOD             CGS
 MD1689  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1689  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1689
 MD1689                          STATION DESCRIPTION
 MD1689
 MD1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MD1689'ABOUT 11.5 MILES SOUTHWEST OF STURGIS, MICH., 9.5 MILES SOUTHEAST OF
 MD1689'MOTTVILLE, MICH., 6.5 MILES SOUTH-SOUTHEAST OF WHITE PIGEON, MICH., 3
 MD1689'MILES NORTH AND 2 MILES WEST OF SHIPSHEWANA, IN NW 1/4 SEC. 33, T. 38
 MD1689'N., R. 8 E., VAN BUREN TOWNSHIP, NEAR HIGHEST POINT IN FIELD ABOUT 1/4
 MD1689'MILE EAST OF FARMHOUSE, ON LAND OWNED AND OCCUPIED BY EDWARD MESHLER,
 MD1689'ABOUT 175 YARDS WEST OF SOUTHWEST CORNER OF TRACT OF TIMBER, ABOUT 200
 MD1689'YARDS SOUTH OF TRACT OF TIMBER, ABOUT 105 YARDS N. 5 DEG. W. OF BLAZED
 MD1689'.14-INCH HICKORY TREE IN FENCE LINE.
 MD1689'
 MD1689'TO REACH FROM WHITE PIGEON, GO SOUTH ON MAIN ROAD (SHIPSHEWANA ROAD)
 MD1689'AT 2.0 MILES TURN LEFT AT T-INTERSECTION AND GO AROUND EAST END OF
 MD1689'LAKE, AT 3.0 MILES TURN LEFT (EAST) WITH ROAD, AT 3.6 MILES TURN RIGHT
 MD1689'(SOUTH) WITH ROAD AND CONTINUE TO 7.2 MILES TO MR. MESHLERS HOUSE (ON
 MD1689'EAST SIDE OF ROAD) DRIVE THROUGH BARNYARD AND EAST ALONG LANE AND COW
 MD1689'PASS TO GATE LEADING INTO FIELD IN WHICH STATION IS LOCATED.
 MD1689'
 MD1689'STATION IS 15 METERS (49 FEET) EAST OF HIGHEST POINT OF GROUND, 52.3
 MD1689'METERS (172 FEET) EAST OF HOG WIRE FENCE ALONG WEST SIDE OF LANE, AND
 MD1689'97.2 METERS (319 FEET) NORTHWEST OF BLAZED 20-INCH HICKORY TREE IN
 MD1689'FENCE LINE SOUTH OF STATION.  MARKED BY DOUBLE STONE POSTS, UPPER POST
 MD1689'PROJECTING 12 INCHES ABOVE GROUND.
 MD1689'
 MD1689'REFERENCE MARKS ARE STONE POSTS INSCRIBED U.S.  AT FOLLOWING DISTANCES
 MD1689'AND BEARINGS FROM STATION - 130.0 METERS (427 FEET)  S. 3 DEG. 20 MIN.
 MD1689'W., (NOT RECOVERED IN 1931)  175.9 METERS (577 FEET)  S. 89 DEG. 11
 MD1689'MIN. E., (NOT RECOVERED IN 1931)  AND 27.5 METERS (90 FEET)  N. 22
 MD1689'DEG. 59 MIN. W.  (RECOVERED)  LAGRANGE COUNTY- SW. CORNER OF NW.
 MD1689'QUARTER OS SEC. 33, T. 38 N., R. 8 E.  (U.S.L.S.) IS 752.4 METERS
 MD1689'(2,468 FEET) FROM STATION ON BEARING S. 55 DEG. 44 MIN. W.
 MD1689
 MD1689                          STATION RECOVERY (1946)
 MD1689
 MD1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1689'STATION WAS RECOVERED AND ALL SURFACE MARKS WERE GONE EXCEPT ONE
 MD1689'REFERENCE STONE IN THE EAST FENCELINE OF THE FIELD IN WHICH THE
 MD1689'STATION IS LOCATED.  THE UNDERGROUND STATION STONE WAS RECOVERED ABOUT
 MD1689'18 INCHES BELOW THE SURFACE OF A PLOWED FIELD.  A COMPLETE DESCRIPTION
 MD1689'FOLLOWS-
 MD1689'
 MD1689'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF WHITE PIGEON,
 MD1689'MICHIGAN AND 3 MILES NORTHWEST OF SHIPSHEWANA, INDIANA.  IT IS ABOUT
 MD1689'50 FEET EAST OF THE HIGHEST POINT OF THE GROUND, 172 FEET EAST OF A
 MD1689'WIRE FENCE AND 319 FEET SOUTHWEST OF A 24 INCH HICKORY TREE.  A
 MD1689'TRAVERSE CONNECTION WAS MADE TO VAN BUREN 2 AND THE WAS FOUND TO BE
 MD1689'160.42 FEET.  THE MARK IS AN 8 BY 8 GRANITE POST WITH A DRILL HOLE IN
 MD1689'THE TOP.  IT IS ABOUT 18 INCHES BELOW THE SURFACE OF THE PLOWED FIELD.
 MD1689'
 MD1689'THE STONE REFERENCE MARK IS 577 FEET EAST OF THE STATION.  IT IS 4
 MD1689'FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET WEST OF A NORTH-SOUTH
 MD1689'FENCE LINE.  THE MARK IS AN 8 BY 8 GRANITE POST FLUSH WITH THE GROUND
 MD1689'AND HAS US CARVED IN THE TOP.
 MD1689'
 MD1689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND MAIN
 MD1689'STREET IN SHIPSHEWANA, GO WEST ON MAIN STREET FOR 2 MILES TO A
 MD1689'CROSSROAD, TURN RIGHT AND GO 2.1 MILES TO A BRICK COMPOSITION HOUSE ON
 MD1689'THE RIGHT, TURN RIGHT, EAST, AND GO THROUGH BARN LOT AND LANE TO WHERE
 MD1689'LANE TURNS LEFT.  GO NORTH UP THIS LANE FOR ABOUT 100 YARDS TO THE TOP
 MD1689'OF HILL, THEN TURN RIGHT ABOUT 50 FEET TO THE STATION.
 MD1689
 MD1689                          STATION RECOVERY (1960)
 MD1689
 MD1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1689'THE SUBJECT STATION WAS NOT SEARCHED FOR AT THIS TIME.  ANOTHER
 MD1689'STATION, VAN BUREN 2, ESTABLISHED BY R.C. BOLSTAD IN 1946 WAS
 MD1689'RECOVERED IN GOOD CONDITION FOR WHICH SEE ORIGINAL DESCRIPTION AND
 MD1689'RECOVERY NOTE THEREOF.
 MD1689'
 MD1689'DISTANCE BY PACING AND ESTIMATION OF BEARING DID RECOVER IN APPARENTLY
 MD1689'GOOD CONDITION A 6-INCH SQUARE STONE POST, PROJECTING 0.1 FOOT, US
 MD1689'CARVED IN TOP SURFACE, ON E SIDE OF CULTIVATED FIELD, 6 FEET SW OF
 MD1689'FENCE T-INTERSECTION, AND 5 FEET W OF THE N-S FENCE.  IT IS PREVIOUSLY
 MD1689'DESCRIBED AS 175.9 METERS (577 FEET) IN BEARING S 89 DEG. 11 MIN. E
 MD1689'FROM THE STATION.  IT IS ALSO PREVIOUSLY DESCRIBED SLIGHTLY AT
 MD1689'VARIANCE WITH THE ABOVE DESCRIPTION.  THESE VARIATIONS (SUCH AS 8-INCH
 MD1689'POST) WERE NOTED AT THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1688 ***********************************************************************
 MD1688  DESIGNATION -  VAN BUREN 2
 MD1688  PID         -  MD1688
 MD1688  STATE/COUNTY-  IN/LAGRANGE
 MD1688  COUNTRY     -  US
 MD1688  USGS QUAD   -  SHIPSHEWANA (2019)
 MD1688
 MD1688                         *CURRENT SURVEY CONTROL
 MD1688  ______________________________________________________________________
 MD1688* NAD 83(1997) POSITION- 41 42 30.17158(N) 085 36 48.13826(W)   ADJUSTED
 MD1688* NAVD 88 ORTHO HEIGHT -   272.42  (+/-2cm)      893.8   (feet) VERTCON3
 MD1688  ______________________________________________________________________
 MD1688  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 MD1688  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 MD1688  HORZ ORDER      -  SECOND
 MD1688  VERT ORDER      -  THIRD ? (See Below)
 MD1688
 MD1688.The horizontal coordinates were established by classical geodetic methods
 MD1688.and adjusted by the National Geodetic Survey in May 1999.
 MD1688
 MD1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1688
 MD1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1688.GEOID18 height accuracy estimate available here.
 MD1688
 MD1688.The vertical order pertains to the NGVD 29 superseded value.
 MD1688
 MD1688.Click photographs - Photos may exist for this station.
 MD1688
 MD1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1688
 MD1688. The following values were computed from the NAD 83(1997) position.
 MD1688
 MD1688;                    North         East     Units Scale Factor Converg.
 MD1688;SPC IN E     -   717,230.279   104,435.480   MT  0.99996691   +0 02 07.7
 MD1688;SPC IN E     - 2,353,113.01    342,635.40   sFT  0.99996691   +0 02 07.7
 MD1688;UTM  16      - 4,618,327.799   615,361.395   MT  0.99976377   +0 55 21.6
 MD1688
 MD1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1688!SPC IN E     -   0.99996249  x   0.99996691  =   0.99992941
 MD1688!UTM  16      -   0.99996249  x   0.99976377  =   0.99972627
 MD1688
 MD1688:                Primary Azimuth Mark                     Grid Az
 MD1688:SPC IN E     -  VAN BUREN 2 AZ MK                        232 12 11.2
 MD1688:UTM  16      -  VAN BUREN 2 AZ MK                        231 18 57.3
 MD1688
 MD1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1536118327(NAD 83)
 MD1688
 MD1688|---------------------------------------------------------------------|
 MD1688| PID    Reference Object                     Distance      Geod. Az  |
 MD1688|                                                           dddmmss.s |
 MD1688| MD1689 VAN BUREN                            48.896 METERS 10153     |
 MD1688| CD1372 VAN BUREN 2 RM 3                     28.133 METERS 18811     |
 MD1688| CD1371 VAN BUREN 2 AZ MK                                  2321418.9 |
 MD1688| CD1373 VAN BUREN 2 RM 4                     28.782 METERS 35015     |
 MD1688|---------------------------------------------------------------------|
 MD1688
 MD1688                          SUPERSEDED SURVEY CONTROL
 MD1688
 MD1688  NAD 83(1995)-  41 42 30.17115(N)    085 36 48.14009(W) AD(       ) 2
 MD1688  NAD 83(1994)-  41 42 30.17116(N)    085 36 48.14012(W) AD(       ) 2
 MD1688  NAD 83(1986)-  41 42 30.17321(N)    085 36 48.15043(W) AD(       ) 2
 MD1688  NAD 27      -  41 42 29.98790(N)    085 36 48.19820(W) AD(       ) 2
 MD1688  NGVD 29             272.54   (m)          894.2    (f) LEVELING    3  
 MD1688
 MD1688.Superseded values are not recommended for survey control.
 MD1688
 MD1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1688.See file dsdata.pdf to determine how the superseded data were derived.
 MD1688
 MD1688_MARKER: DS = TRIANGULATION STATION DISK
 MD1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1688_STAMPING: VAN BUREN 2 1946
 MD1688_MARK LOGO: CGS
 MD1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1688+STABILITY: SURFACE MOTION
 MD1688
 MD1688  HISTORY     - Date     Condition        Report By
 MD1688  HISTORY     - 1946     MONUMENTED       CGS
 MD1688  HISTORY     - 1960     GOOD             CGS
 MD1688  HISTORY     - 19940420 GOOD             USPSQD
 MD1688
 MD1688                          STATION DESCRIPTION
 MD1688
 MD1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1688'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF WHITE PIGEON,
 MD1688'MICHIGAN AND 3 MILES NORTHWEST OF SHIPSHEWANA, INDIANA.  IT IS AT THE
 MD1688'HIGHEST POINT OF A LOW SANDY HILL AND IN A RAIL FENCELINE, 13 FEET
 MD1688'EAST OF A WIRE FENCE.  A TRAVERSE CONNECTION WAS MADE TO VAN BUREN
 MD1688'1935 (USLS 1878) AND THE DISTANCE WAS FOUND TO BE 160.42 FEET.  THE
 MD1688'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED VAN BUREN 2 1946.
 MD1688'
 MD1688'REFERENCE MARK NO. 1 IS 92.30 FEET SOUTH-SOUTHWEST OF THE STATION AND
 MD1688'ONE FOOT EAST OF A NORTH-SOUTH WIRE FENCE.  THE MARK PROJECTS ABOUT 2
 MD1688'INCHES AND THE DISK IS STAMPED VAN BUREN 2 NO 3 1946.
 MD1688'
 MD1688'REFERENCE MARK NO. 2 IS 94.43 FEET NORTH-NORTHWEST OF THE STATION.  IT
 MD1688'IS ONE FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS ABOUT 2
 MD1688'INCHES AND THE DISK IS STAMPED VAN BUREN 2 NO 4 1946.
 MD1688'
 MD1688'THE AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT IS 33 FEET
 MD1688'SOUTHEAST OF A T-ROAD INTERSECTION, 5 FEET EAST OF A CONCRETE CORNER
 MD1688'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 MD1688'ABOUT 2 INCHES AND THE DISK IS STAMPED VAN BUREN 2 1946.
 MD1688'
 MD1688'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND MAIN
 MD1688'STREET IN SHIPSHEWANA, GO WEST ON MAIN STREET FOR 2.0 MILES TO A
 MD1688'CROSSROAD, TURN RIGHT AND GO NORTH FOR 2.0 MILES TO A T-ROAD AND THE
 MD1688'AZIMUTH MARK IN THE SOUTHEAST ANGLE.  CONTINUE NORTH FOR 0.1 MILE TO A
 MD1688'BRICK COMPOSITION HOUSE ON THE RIGHT.  TURN RIGHT INTO FARM DRIVE AND
 MD1688'GO THROUGH BARN LOT AND LANE FOR 0.25 MILE TO WHERE LANE TURNS LEFT,
 MD1688'NORTH.  TURN LEFT WITH THE LANE AND GO 100 YARDS TO TOP OF HILL AND
 MD1688'THE STATION.
 MD1688
 MD1688                          STATION RECOVERY (1960)
 MD1688
 MD1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1688'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THE TRAVERSE CONNECTED
 MD1688'ORIGINAL VAN BUREN (U.S.L.S.) 1878 WAS NOT SEARCHED FOR DUE TO
 MD1688'CONDITIONS.  ON 4 AUGUST 1960 IT SEEMED THE DATA SHEET INDICATED THE
 MD1688'AZIMUTH TO AZIMUTH MARK WAS NOT THIRD-ORDER ACCURACY (IT IS NO BETTER
 MD1688'THAN THE AZIMUTH FROM THE SUBJECT STATION TO THE ORIGINAL 1878
 MD1688'STATION) AND THIS WAS LATER CONFIRMED BY THE OFFICE.  AS OF 30
 MD1688'NOVEMBER 1960, THIS DEFECT STILL EXISTS.
 MD1688'
 MD1688'ABOUT 2.1 MILES W ALONG MIDDLEBURY STREET FROM THE INTERSECTION WITH
 MD1688'NO. 5 INDIANA HWY. ON SW EDGE OF BUSINESS DISTRICT OF SHIPSHEWANA,
 MD1688'THENCE N ON GRAVEL ROAD 1.0 MILES TO AZIMUTH MARK AND T-ROAD RIGHT (E)
 MD1688'THENCE CONTINUE 0.3 MILE N. THENCE 0.4 MILE E THRU BARNLOT AND LANE,
 MD1688'THENCE ABOUT 115 YARDS N TO CREST OF RIDGE AND STATION ON RIGHT OR E
 MD1688'SIDE OF LANE AND 2.0 FEET S OF STEEL WITNESS POST, STANDARD DISKS
 MD1688'STAMPED VAN BUREN 2 1946 ARE SET IN 1A AND 7A MARKS, THE UPPER
 MD1688'PROJECTING 0.2 FOOT.
 MD1688'
 MD1688'REFERENCE STAMPED VAN BUREN 2 NO 3 1946, NOTE 11A, PROJECTS 0.2 FOOT,
 MD1688'IS 92.22 FEET (28.109 METERS) S IN AZIMUTH 8 DEG. 11 MIN. FROM
 MD1688'STATION, AND ON W SIDE OF THE LANE.
 MD1688'
 MD1688'REFERENCE STAMPED VAN BUREN 2 NO 4 1946, NOTE 11A, PROJECTS 0.3 FOOT,
 MD1688'IS 94.28 FEET (28.737 METERS) N IN AZIMUTH 170 DEG. 15 MIN. FROM
 MD1688'STATION, 2 FEET E OF FENCE ON W SIDE OF LANE.
 MD1688'
 MD1688'AZIMUTH STAMPED VAN BUREN 2 1946, NOTE 16A, IS ABOUT 0.5 MILE SW OF
 MD1688'STATION, 24 FEET E OF CENTER LINE OF ONE ROAD, 14 FEET S OF CENTER
 MD1688'LINE OF THE OTHER THAT EXTENDS E, AND 4.5 FEET E OF CENTER OF A LARGE
 MD1688'CONCRETE CORNER FENCE POST, A FOOT N OF THE FENCE, AND IT PROJECTS
 MD1688'SLIGHTLY.
 MD1688
 MD1688                          STATION RECOVERY (1994)
 MD1688
 MD1688'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1701 ***********************************************************************
 JZ1701  DESIGNATION -  VAN NUYS RM 1
 JZ1701  PID         -  JZ1701
 JZ1701  STATE/COUNTY-  IN/HENRY
 JZ1701  COUNTRY     -  US
 JZ1701  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1701
 JZ1701                         *CURRENT SURVEY CONTROL
 JZ1701  ______________________________________________________________________
 JZ1701* NAD 83(1986) POSITION- 39 57 46.72   (N) 085 22 18.36   (W)   HD_HELD1
 JZ1701* NAVD 88 ORTHO HEIGHT -   323.473 (meters)     1061.26  (feet) ADJUSTED
 JZ1701  ______________________________________________________________________
 JZ1701  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 JZ1701  DYNAMIC HEIGHT  -        323.295 (meters)     1060.68  (feet) COMP
 JZ1701  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 JZ1701
 JZ1701  VERT ORDER      -  SECOND    CLASS 0
 JZ1701
 JZ1701.The horizontal coordinates were determined by differentially corrected
 JZ1701.hand held GPS observations or other comparable positioning techniques
 JZ1701.and have an estimated accuracy of +/- 3 meters.
 JZ1701
 JZ1701.The orthometric height was determined by differential leveling and
 JZ1701.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1701.in June 1991.
 JZ1701
 JZ1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1701.GEOID18 height accuracy estimate available here.
 JZ1701
 JZ1701.Click photographs - Photos may exist for this station.
 JZ1701
 JZ1701.The dynamic height is computed by dividing the NAVD 88
 JZ1701.geopotential number by the normal gravity value computed on the
 JZ1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1701.degrees latitude (g = 980.6199 gals.).
 JZ1701
 JZ1701.The modeled gravity was interpolated from observed gravity values.
 JZ1701
 JZ1701;                    North         East    Units  Estimated Accuracy
 JZ1701;SPC IN E     -   523,448.7     125,195.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1701
 JZ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3906324917(NAD 83)
 JZ1701
 JZ1701                          SUPERSEDED SURVEY CONTROL
 JZ1701
 JZ1701  NGVD 29 (??/??/92)  323.604  (m)         1061.69   (f) ADJ UNCH    2 0
 JZ1701
 JZ1701.Superseded values are not recommended for survey control.
 JZ1701
 JZ1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1701.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1701
 JZ1701_MARKER: DR = REFERENCE MARK DISK
 JZ1701_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1701_SP_SET: CURB
 JZ1701_STAMPING: VAN NUYS NO 1 1939
 JZ1701_MARK LOGO: CGS
 JZ1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1701
 JZ1701  HISTORY     - Date     Condition        Report By
 JZ1701  HISTORY     - 1939     MONUMENTED       CGS
 JZ1701  HISTORY     - 1947     GOOD             CGS
 JZ1701
 JZ1701                          STATION DESCRIPTION
 JZ1701
 JZ1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1701'2.8 MI NE FROM NEW CASTLE.
 JZ1701'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 JZ1701'WITH STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 0.75 MILE EAST
 JZ1701'ALONG A GRAVEL ROAD, AT ABOUT THE HIGHEST PART OF THE WEST PART
 JZ1701'OF THE GROUNDS OF THE STATE EPILEPTIC HOME, EAST OF A ROW OF 5
 JZ1701'BUILDINGS OCCUPIED BY WOMEN PATIENTS, 102.7 FEET EAST OF THE
 JZ1701'SOUTHEAST CORNER OF THE STEPS OF THE FIRST BUILDING NORTH OF THE
 JZ1701'MAIN AND CENTER ONE OF THE 5 BUILDINGS, SET IN THE TOP OF THE
 JZ1701'WEST CONCRETE CURB OF A GRAVEL DRIVE, 96.5 FEET NORTHEAST OF THE
 JZ1701'STATION MARK AND ABOUT 6 INCHES ABOVE THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1699 ***********************************************************************
 JZ1699  DESIGNATION -  VAN NUYS RM 2
 JZ1699  PID         -  JZ1699
 JZ1699  STATE/COUNTY-  IN/HENRY
 JZ1699  COUNTRY     -  US
 JZ1699  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1699
 JZ1699                         *CURRENT SURVEY CONTROL
 JZ1699  ______________________________________________________________________
 JZ1699* NAD 83(1986) POSITION- 39 57 44.97   (N) 085 22 18.41   (W)   HD_HELD1
 JZ1699* NAVD 88 ORTHO HEIGHT -   323.707 (meters)     1062.03  (feet) ADJUSTED
 JZ1699  ______________________________________________________________________
 JZ1699  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 JZ1699  DYNAMIC HEIGHT  -        323.529 (meters)     1061.44  (feet) COMP
 JZ1699  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 JZ1699
 JZ1699  VERT ORDER      -  SECOND    CLASS 0
 JZ1699
 JZ1699.The horizontal coordinates were determined by differentially corrected
 JZ1699.hand held GPS observations or other comparable positioning techniques
 JZ1699.and have an estimated accuracy of +/- 3 meters.
 JZ1699
 JZ1699.The orthometric height was determined by differential leveling and
 JZ1699.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1699.in June 1991.
 JZ1699
 JZ1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1699.GEOID18 height accuracy estimate available here.
 JZ1699
 JZ1699.Click photographs - Photos may exist for this station.
 JZ1699
 JZ1699.The dynamic height is computed by dividing the NAVD 88
 JZ1699.geopotential number by the normal gravity value computed on the
 JZ1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1699.degrees latitude (g = 980.6199 gals.).
 JZ1699
 JZ1699.The modeled gravity was interpolated from observed gravity values.
 JZ1699
 JZ1699;                    North         East    Units  Estimated Accuracy
 JZ1699;SPC IN E     -   523,394.7     125,194.4     MT  (+/- 3 meters HH1 GPS) 
 JZ1699
 JZ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3906324863(NAD 83)
 JZ1699
 JZ1699                          SUPERSEDED SURVEY CONTROL
 JZ1699
 JZ1699  NGVD 29 (??/??/92)  323.838  (m)         1062.46   (f) ADJ UNCH    2 0
 JZ1699
 JZ1699.Superseded values are not recommended for survey control.
 JZ1699
 JZ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1699.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1699
 JZ1699_MARKER: DR = REFERENCE MARK DISK
 JZ1699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1699_SP_SET: CURB
 JZ1699_STAMPING: VAN NUYS NO 2 1939
 JZ1699_MARK LOGO: CGS
 JZ1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1699
 JZ1699  HISTORY     - Date     Condition        Report By
 JZ1699  HISTORY     - 1939     MONUMENTED       CGS
 JZ1699  HISTORY     - 1947     GOOD             CGS
 JZ1699
 JZ1699                          STATION DESCRIPTION
 JZ1699
 JZ1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1699'2.8 MI NE FROM NEW CASTLE.
 JZ1699'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1699'WITH STATE HIGHWAY 38 AT NEW CASTLE, THENCE ABOUT 0.75 MILE
 JZ1699'EAST ALONG A GRAVEL ROAD, AT ABOUT THE HIGHEST PART OF THE WEST
 JZ1699'PART OF THE GROUNDS OF THE STATE EPILEPTIC HOME, EAST OF A ROW
 JZ1699'OF 5 BUILDINGS OCCUPIED BY WOMEN PATIENTS, 98 FEET EAST OF THE
 JZ1699'NORTHEAST CORNER OF THE EAST STEPS OF THE MAIN AND CENTER ONE OF
 JZ1699'THE 5 BUILDINGS, SET IN THE TOP AND NEAR THE CENTER OF THE EAST
 JZ1699'SIDE OF A CONCRETE CURB AROUND AN OVAL SHAPED GRASS PLOT IN FRONT
 JZ1699'OF THE CENTER BUILDING, AND ABOUT 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1993 ***********************************************************************
 KA1993  DESIGNATION -  VANDALIA
 KA1993  PID         -  KA1993
 KA1993  STATE/COUNTY-  IN/OWEN
 KA1993  COUNTRY     -  US
 KA1993  USGS QUAD   -  SPENCER (2019)
 KA1993
 KA1993                         *CURRENT SURVEY CONTROL
 KA1993  ______________________________________________________________________
 KA1993* NAD 83(1997) POSITION- 39 18 45.22726(N) 086 52 00.61187(W)   ADJUSTED
 KA1993* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 KA1993  ______________________________________________________________________
 KA1993  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 KA1993  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 KA1993  HORZ ORDER      -  THIRD
 KA1993
 KA1993.The horizontal coordinates were established by classical geodetic methods
 KA1993.and adjusted by the National Geodetic Survey in May 1999.
 KA1993
 KA1993.The orthometric height was scaled from a topographic map.
 KA1993
 KA1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1993.GEOID18 height accuracy estimate available here.
 KA1993
 KA1993.Click photographs - Photos may exist for this station.
 KA1993
 KA1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1993
 KA1993. The following values were computed from the NAD 83(1997) position.
 KA1993
 KA1993;                    North         East     Units Scale Factor Converg.
 KA1993;SPC IN W     -   451,217.763   918,670.925   MT  0.99997096   +0 08 13.8
 KA1993;SPC IN W     - 1,480,370.28  3,014,006.19   sFT  0.99997096   +0 08 13.8
 KA1993;UTM  16      - 4,351,471.434   511,479.948   MT  0.99960162   +0 05 03.7
 KA1993
 KA1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1993!SPC IN W     -   0.99996705  x   0.99997096  =   0.99993802
 KA1993!UTM  16      -   0.99996705  x   0.99960162  =   0.99956869
 KA1993
 KA1993:                Primary Azimuth Mark                     Grid Az
 KA1993:SPC IN W     -  VANDALIA AZ MK                           127 19 23.4
 KA1993:UTM  16      -  VANDALIA AZ MK                           127 22 33.5
 KA1993
 KA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1147951471(NAD 83)
 KA1993
 KA1993|---------------------------------------------------------------------|
 KA1993| PID    Reference Object                     Distance      Geod. Az  |
 KA1993|                                                           dddmmss.s |
 KA1993| CD1377 VANDALIA RM 1                        27.392 METERS 09035     |
 KA1993| CD1376 VANDALIA AZ MK                                     1272737.2 |
 KA1993| CD1378 VANDALIA RM 2                        24.000 METERS 18236     |
 KA1993|---------------------------------------------------------------------|
 KA1993
 KA1993                          SUPERSEDED SURVEY CONTROL
 KA1993
 KA1993  NAD 83(1986)-  39 18 45.23171(N)    086 52 00.60771(W) AD(       ) 3
 KA1993  NAD 27      -  39 18 45.07060(N)    086 52 00.56460(W) AD(       ) 3
 KA1993
 KA1993.Superseded values are not recommended for survey control.
 KA1993
 KA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1993.See file dsdata.pdf to determine how the superseded data were derived.
 KA1993
 KA1993_MARKER: DS = TRIANGULATION STATION DISK
 KA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1993_STAMPING: VANDALIA 1947
 KA1993_MARK LOGO: CGS
 KA1993_PROJECTION: FLUSH
 KA1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1993+STABILITY: SURFACE MOTION
 KA1993
 KA1993  HISTORY     - Date     Condition        Report By
 KA1993  HISTORY     - 1947     MONUMENTED       CGS
 KA1993
 KA1993                          STATION DESCRIPTION
 KA1993
 KA1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1993'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF VANDALIA, ABOUT
 KA1993'5-1/2 MILES WEST-NORTHWEST OF SPENCER, AND ON LAND OWNED BY MR.
 KA1993'GEORGE F. HUFF. IT IS 172 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KA1993'STATE HIGHWAY 46, 48 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 KA1993'STATE HIGHWAY 246, AND 25.5 FEET NORTHWEST OF A 3-FOOT LOCUST TREE.
 KA1993'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1993'VANDALIA 1947.
 KA1993'
 KA1993'REFERENCE MARK NO. 1 IS 89.87 FEET EAST OF THE STATION, 83 FEET WEST
 KA1993'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 46, AND 35 FEET
 KA1993'NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 246. THE MARK
 KA1993'PROJECTS 4 INCHES, AND THE DISK IS STAMPED VANDALIA NO 1 1947.
 KA1993'
 KA1993'REFERENCE MARK NO. 2 IS 78.74 FEET SOUTH OF THE STATION, 44 FEET EAST
 KA1993'OF THE NORTHEAST CORNER OF MR. E. CORBINS HOUSE, 28 FEET
 KA1993'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 246, AND 1.6 FEET NORTH OF A
 KA1993'WIRE FENCE. THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 KA1993'VANDALIA NO 2 1947.
 KA1993'
 KA1993'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-SOUTHEAST OF THE
 KA1993'STATION, 49 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE
 KA1993'HIGHWAY 46, 8.5 FEET WEST OF A WIRE FENCE, 1 FOOT NORTH OF POWERLINE
 KA1993'POLE NO. 35, AND 1 FOOT WEST OF A WITNESS POST. THE MARK IS
 KA1993'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED VANDALIA 1947.
 KA1993'
 KA1993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 67 IN
 KA1993'THE NORTHERN EDGE OF SPENCER, GO NORTHERLY ON STATE HIGHWAY 46
 KA1993'FOR 5.55 MILES TO THE SMALL SETTLEMENT OF VANDALIA AND THE JUNCTION
 KA1993'OF STATE HIGHWAY 246. TURN LEFT, WEST, AND GO ON STATE HIGHWAY 246
 KA1993'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 KA1993'
 KA1993'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 46 AND
 KA1993'246 IN VANDALIA, GO SOUTH ON STATE HIGHWAY 46 FOR 0.2 MILE TO
 KA1993'THE AZIMUTH MARK ON THE RIGHT.
 KA1993'
 KA1993'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2425 ***********************************************************************
 LB2425  DESIGNATION -  VANDALIA
 LB2425  PID         -  LB2425
 LB2425  STATE/COUNTY-  IN/CASS
 LB2425  COUNTRY     -  US
 LB2425  USGS QUAD   -  LOGANSPORT (2019)
 LB2425
 LB2425                         *CURRENT SURVEY CONTROL
 LB2425  ______________________________________________________________________
 LB2425* NAD 83(1997) POSITION- 40 45 33.89896(N) 086 22 13.62466(W)   ADJUSTED
 LB2425* NAVD 88 ORTHO HEIGHT -   183.35  (+/-2cm)      601.5   (feet) VERTCON3
 LB2425  ______________________________________________________________________
 LB2425  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 LB2425  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 LB2425  HORZ ORDER      -  SECOND
 LB2425  VERT ORDER      -  THIRD ? (See Below)
 LB2425
 LB2425.The horizontal coordinates were established by classical geodetic methods
 LB2425.and adjusted by the National Geodetic Survey in May 1999.
 LB2425
 LB2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2425
 LB2425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2425.GEOID18 height accuracy estimate available here.
 LB2425
 LB2425.The vertical order pertains to the NGVD 29 superseded value.
 LB2425
 LB2425.Click photographs - Photos may exist for this station.
 LB2425
 LB2425.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2425
 LB2425. The following values were computed from the NAD 83(1997) position.
 LB2425
 LB2425;                    North         East     Units Scale Factor Converg.
 LB2425;SPC IN E     -   612,080.188    40,573.925   MT  1.00001012   -0 27 34.2
 LB2425;SPC IN E     - 2,008,133.08    133,116.29   sFT  1.00001012   -0 27 34.2
 LB2425;SPC IN W     -   612,086.389   960,194.247   MT  1.00001125   +0 27 55.6
 LB2425;SPC IN W     - 2,008,153.43  3,150,237.29   sFT  1.00001125   +0 27 55.6
 LB2425;UTM  16      - 4,512,241.159   553,138.220   MT  0.99963475   +0 24 39.7
 LB2425
 LB2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2425!SPC IN E     -   0.99997660  x   1.00001012  =   0.99998672
 LB2425!SPC IN W     -   0.99997660  x   1.00001125  =   0.99998785
 LB2425!UTM  16      -   0.99997660  x   0.99963475  =   0.99961135
 LB2425
 LB2425:                Primary Azimuth Mark                     Grid Az
 LB2425:SPC IN E     -  LEONDA                                   083 03 24.7
 LB2425:SPC IN W     -  LEONDA                                   082 07 54.9
 LB2425:UTM  16      -  LEONDA                                   082 11 10.8
 LB2425
 LB2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5313812241(NAD 83)
 LB2425
 LB2425|---------------------------------------------------------------------|
 LB2425| PID    Reference Object                     Distance      Geod. Az  |
 LB2425|                                                           dddmmss.s |
 LB2425| LB2431 LEONDA                              APPROX. 0.7 KM 0823550.5 |
 LB2425| LB2426 MIAMI                               166.258 METERS 15903     |
 LB2425|---------------------------------------------------------------------|
 LB2425
 LB2425                          SUPERSEDED SURVEY CONTROL
 LB2425
 LB2425  NAD 83(1986)-  40 45 33.90573(N)    086 22 13.64356(W) AD(       ) 2
 LB2425  NAD 27      -  40 45 33.74550(N)    086 22 13.64670(W) AD(       ) 2
 LB2425  USSD        -  40 45 33.77200(N)    086 22 13.48600(W) AD(       ) 3
 LB2425  NGVD 29             183.47   (m)          601.9    (f) LEVELING    3  
 LB2425
 LB2425.Superseded values are not recommended for survey control.
 LB2425
 LB2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2425.See file dsdata.pdf to determine how the superseded data were derived.
 LB2425
 LB2425_MARKER: DS = TRIANGULATION STATION DISK
 LB2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2425_STAMPING: VANDALIA 1920
 LB2425_MARK LOGO: CGS
 LB2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2425+STABILITY: SURFACE MOTION
 LB2425
 LB2425  HISTORY     - Date     Condition        Report By
 LB2425  HISTORY     - 1920     MONUMENTED       CGS
 LB2425  HISTORY     - 1929     MARK NOT FOUND   LOCENG
 LB2425
 LB2425                          STATION DESCRIPTION
 LB2425
 LB2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2425'ABOUT 80 YARDS E OF THE VANDALIA RAILROAD STATION, ON THE E SIDE
 LB2425'OF THIRD STREET JUST E OF THE SIDEWALK, 7 YARDS S OF THE WATCHMANS
 LB2425'TOWER, 3.700 METERS (12.14 FEET) E OF THE E CURBSTONE OF THIRD
 LB2425'STREET, 2.445 METERS (8.02 FEET) S OF THE S AND NEAREST RAIL OF
 LB2425'THE MICHIGAN DIVISION OF THE VANDALIA RAILROAD.  THERE IS NO
 LB2425'REFERENCE MARK.
 LB2425
 LB2425                          STATION RECOVERY (1929)
 LB2425
 LB2425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 LB2425'CAREFUL SEARCH FAILED TO DISCLOSE MARK.
 LB2425'
 LB2425'DESCRIPTION IS FAULTY INASMUCH AS IT FAILS TO STATE WHAT TYPE OF
 LB2425'STATION MARK WAS USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AE8507 ***********************************************************************
 AE8507  CBN         -  This is a Cooperative Base Network Control Station.
 AE8507  DESIGNATION -  VANDERBURGH STC
 AE8507  PID         -  AE8507
 AE8507  STATE/COUNTY-  IN/VANDERBURGH
 AE8507  COUNTRY     -  US
 AE8507  USGS QUAD   -  DAYLIGHT (2019)
 AE8507
 AE8507                         *CURRENT SURVEY CONTROL
 AE8507  ______________________________________________________________________
 AE8507* NAD 83(2011) POSITION- 38 03 49.73647(N) 087 28 46.30235(W)   ADJUSTED
 AE8507* NAD 83(2011) ELLIP HT-    83.866 (meters)        (06/27/12)   ADJUSTED
 AE8507* NAD 83(2011) EPOCH   -  2010.00
 AE8507* NAVD 88 ORTHO HEIGHT -   115.1   (meters)      378.    (feet) GPS OBS
 AE8507  ______________________________________________________________________
 AE8507  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8507  GEOID HEIGHT    -        -31.109 (meters)                     GEOID96
 AE8507  GEOID HEIGHT    -        -31.237 (meters)                     GEOID18
 AE8507  NAD 83(2011) X  -    221,118.815 (meters)                     COMP
 AE8507  NAD 83(2011) Y  - -5,023,266.944 (meters)                     COMP
 AE8507  NAD 83(2011) Z  -  3,911,075.005 (meters)                     COMP
 AE8507  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AE8507
 AE8507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8507  Standards:
 AE8507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8507  -------------------------------------------------------------------
 AE8507  NETWORK    0.81   1.82           0.38   0.25   0.93     -0.12333877
 AE8507  -------------------------------------------------------------------
 AE8507  Click here for local accuracies and other accuracy information.
 AE8507
 AE8507.The horizontal coordinates were established by GPS observations
 AE8507.and adjusted by the National Geodetic Survey in June 2012.
 AE8507
 AE8507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8507.been affixed to the stable North American tectonic plate. See 
 AE8507.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8507
 AE8507.The horizontal coordinates are valid at the epoch date displayed above
 AE8507.which is a decimal equivalence of Year/Month/Day.
 AE8507
 AE8507.The orthometric height was determined by GPS observations and a
 AE8507.high-resolution geoid model.
 AE8507
 AE8507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8507.GEOID18 height accuracy estimate available here.
 AE8507
 AE8507.Click photographs - Photos may exist for this station.
 AE8507
 AE8507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8507
 AE8507.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8507
 AE8507.The ellipsoidal height was determined by GPS observations
 AE8507.and is referenced to NAD 83.
 AE8507
 AE8507. The following values were computed from the NAD 83(2011) position.
 AE8507
 AE8507;                    North         East     Units Scale Factor Converg.
 AE8507;SPC IN W     -   312,651.258   865,232.478   MT  0.99998155   -0 14 39.4
 AE8507;SPC IN W     - 1,025,756.67  2,838,683.55   sFT  0.99998155   -0 14 39.4
 AE8507;UTM  16      - 4,213,004.071   457,935.076   MT  0.99962179   -0 17 44.3
 AE8507
 AE8507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8507!SPC IN W     -   0.99998684  x   0.99998155  =   0.99996839
 AE8507!UTM  16      -   0.99998684  x   0.99962179  =   0.99960864
 AE8507
 AE8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5793513004(NAD 83)
 AE8507
 AE8507                          SUPERSEDED SURVEY CONTROL
 AE8507
 AE8507  NAD 83(2007)-  38 03 49.73652(N)    087 28 46.30316(W) AD(2002.00) 0
 AE8507  ELLIP H (02/10/07)   83.896  (m)                       GP(2002.00)    
 AE8507  NAD 83(1997)-  38 03 49.73640(N)    087 28 46.30354(W) AD(       ) B
 AE8507  ELLIP H (04/10/98)   83.909  (m)                       GP(       ) 4 1
 AE8507
 AE8507.Superseded values are not recommended for survey control.
 AE8507
 AE8507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8507.See file dsdata.pdf to determine how the superseded data were derived.
 AE8507
 AE8507_MARKER: DD = SURVEY DISK
 AE8507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE8507_STAMPING: VANDERBURGH S.T.C. 1997
 AE8507_PROJECTION: RECESSED 12 CENTIMETERS
 AE8507_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8507+STABILITY: SURFACE MOTION
 AE8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8507+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8507_ROD/PIPE-DEPTH: 4.9 meters
 AE8507
 AE8507  HISTORY     - Date     Condition        Report By
 AE8507  HISTORY     - 1997     MONUMENTED       SEC
 AE8507
 AE8507                          STATION DESCRIPTION
 AE8507
 AE8507'DESCRIBED BY SCHNEIDER ENGINEERING CORPORATION 1997
 AE8507'THE STATION IS 7 MILES (11.3 KM) NORTHEAST OF EVANSVILLE, 12 MILES
 AE8507'(19.3 KM) NORTHWEST OF BOONVILLE AND 2 MILES (3.2 KM) SOUTH OF
 AE8507'DAYLIGHT.  TO REACH THE STATION FROM JUNCTION OF STATE ROAD 57 SOUTH
 AE8507'AND I-165, GO SOUTH ON STATE ROAD 57 AND 3 MILES (4.8 KM) TO GREEN
 AE8507'RIVER ROAD.  TURN LEFT AND GO 2.0 MILES (3.2 KM) TO KANSAS ROAD. TURN
 AE8507'LEFT AND GO 0.95 MILES (1.53 KM) TO THE STATION ON LEFT, AT ENTRANCE
 AE8507'TO VANDERBURG COUNTY SHERIFF TRAINING CENTER. OWNERSHIP--VANDERBURG
 AE8507'COUNTY SHERIFF DEPARTMENT.  STATION IS A BERNTSEN STEEL ROD DRIVEN 4.9
 AE8507'METERS (16.1 FT) IN GROUND.  LOCATED AT AZIMUTH 301 DEGREES 33.04
 AE8507'METERS (108.40 FT) TO SECOR HOUSE, AZIMUTH 59 DEGREES 19.00 METERS
 AE8507'(62.34 FT) SOUTHWEST CORNER BRICK SIGN, AZIMUTH 180 DEGREES 9.20
 AE8507'METERS (30.18 FT) TO CENTERLINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2228 ***********************************************************************
 LB2228  DESIGNATION -  VEEDERSBURG MUNICIPAL SPIPE
 LB2228  PID         -  LB2228
 LB2228  STATE/COUNTY-  IN/FOUNTAIN
 LB2228  COUNTRY     -  US
 LB2228  USGS QUAD   -  VEEDERSBURG (2019)
 LB2228
 LB2228                         *CURRENT SURVEY CONTROL
 LB2228  ______________________________________________________________________
 LB2228* NAD 83(1997) POSITION- 40 07 03.81236(N) 087 15 38.81155(W)   ADJUSTED
 LB2228  ______________________________________________________________________
 LB2228  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 LB2228  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 LB2228  HORZ ORDER      -  THIRD
 LB2228
 LB2228.The horizontal coordinates were established by classical geodetic methods
 LB2228.and adjusted by the National Geodetic Survey in May 1999.
 LB2228
 LB2228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2228.GEOID18 height accuracy estimate available here.
 LB2228
 LB2228.Click photographs - Photos may exist for this station.
 LB2228
 LB2228.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2228
 LB2228. The following values were computed from the NAD 83(1997) position.
 LB2228
 LB2228;                    North         East     Units Scale Factor Converg.
 LB2228;SPC IN W     -   540,604.052   884,873.615   MT  0.99996948   -0 06 51.6
 LB2228;SPC IN W     - 1,773,631.79  2,903,122.85   sFT  0.99996948   -0 06 51.6
 LB2228;UTM  16      - 4,440,856.334   477,778.075   MT  0.99960608   -0 10 04.9
 LB2228
 LB2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7777840856(NAD 83)
 LB2228
 LB2228                          SUPERSEDED SURVEY CONTROL
 LB2228
 LB2228  NAD 83(1986)-  40 07 03.82178(N)    087 15 38.82348(W) AD(       ) 3
 LB2228  NAD 27      -  40 07 03.67000(N)    087 15 38.79000(W) AD(       ) 3
 LB2228
 LB2228.Superseded values are not recommended for survey control.
 LB2228
 LB2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2228.See file dsdata.pdf to determine how the superseded data were derived.
 LB2228
 LB2228_MARKER: 52 = STANDPIPE TANK
 LB2228
 LB2228  HISTORY     - Date     Condition        Report By
 LB2228  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2228
 LB2228                          STATION DESCRIPTION
 LB2228
 LB2228'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0980 ***********************************************************************
 KA0980  DESIGNATION -  VERM C 1
 KA0980  PID         -  KA0980
 KA0980  STATE/COUNTY-  IN/VERMILLION
 KA0980  COUNTRY     -  US
 KA0980  USGS QUAD   -  NEWPORT (2019)
 KA0980
 KA0980                         *CURRENT SURVEY CONTROL
 KA0980  ______________________________________________________________________
 KA0980* NAD 83(1986) POSITION- 39 57 09.     (N) 087 25 18.     (W)   SCALED
 KA0980* NAVD 88 ORTHO HEIGHT -   155.197 (meters)      509.18  (feet) ADJUSTED
 KA0980  ______________________________________________________________________
 KA0980  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KA0980  DYNAMIC HEIGHT  -        155.115 (meters)      508.91  (feet) COMP
 KA0980  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 KA0980
 KA0980  VERT ORDER      -  FIRST     CLASS II
 KA0980
 KA0980.The horizontal coordinates were scaled from a map and have
 KA0980.an estimated accuracy of +/- 6 seconds.
 KA0980
 KA0980.The orthometric height was determined by differential leveling and
 KA0980.adjusted by the NATIONAL GEODETIC SURVEY
 KA0980.in June 1991.
 KA0980
 KA0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0980.GEOID18 height accuracy estimate available here.
 KA0980
 KA0980.Click photographs - Photos may exist for this station.
 KA0980
 KA0980.The dynamic height is computed by dividing the NAVD 88
 KA0980.geopotential number by the normal gravity value computed on the
 KA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0980.degrees latitude (g = 980.6199 gals.).
 KA0980
 KA0980.The modeled gravity was interpolated from observed gravity values.
 KA0980
 KA0980;                    North         East    Units  Estimated Accuracy
 KA0980;SPC IN W     -   522,300.      871,090.      MT  (+/- 180 meters Scaled)
 KA0980
 KA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK639225(NAD 83)
 KA0980
 KA0980                          SUPERSEDED SURVEY CONTROL
 KA0980
 KA0980  NGVD 29 (??/??/92)  155.328  (m)          509.61   (f) ADJ UNCH    1 2
 KA0980
 KA0980.Superseded values are not recommended for survey control.
 KA0980
 KA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0980.See file dsdata.pdf to determine how the superseded data were derived.
 KA0980
 KA0980_MARKER: DD = SURVEY DISK
 KA0980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0980_SP_SET: BRIDGE ABUTMENT
 KA0980_STAMPING: VERM C 1
 KA0980_MARK LOGO: INHD
 KA0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0980
 KA0980  HISTORY     - Date     Condition        Report By
 KA0980  HISTORY     - UNK      MONUMENTED       INHD
 KA0980  HISTORY     - 1946     GOOD             CGS
 KA0980  HISTORY     - 1986     GOOD             NGS
 KA0980
 KA0980                          STATION DESCRIPTION
 KA0980
 KA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0980'2.4 MI E FROM CAYUGA.
 KA0980'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0980'AT CAYUGA, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 KA0980'OF HIGHWAY 234 BRIDGE ACROSS THE WABASH RIVER, 10.5 FEET NORTH
 KA0980'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE WEST END
 KA0980'OF THE STEEL SPAN, 4 INCHES SOUTH OF THE SOUTHEAST CORNER OF A
 KA0980'STONE MASONRY BANISTER, AND ABOUT 1/2 FOOT ABOVE THE BRIDGE
 KA0980'FLOOR LEVEL.  AN INDIANA STATE HIGHWAY COMMISSION STANDARD DISK,
 KA0980'STAMPED VERM C 1.
 KA0980
 KA0980                          STATION RECOVERY (1986)
 KA0980
 KA0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2457 ***********************************************************************
 LB2457  DESIGNATION -  VERMONT
 LB2457  PID         -  LB2457
 LB2457  STATE/COUNTY-  IN/HOWARD
 LB2457  COUNTRY     -  US
 LB2457  USGS QUAD   -  KOKOMO EAST (2019)
 LB2457
 LB2457                         *CURRENT SURVEY CONTROL
 LB2457  ______________________________________________________________________
 LB2457* NAD 83(1997) POSITION- 40 28 37.73616(N) 086 01 55.23478(W)   ADJUSTED
 LB2457* NAVD 88 ORTHO HEIGHT -   254.11  (+/-2cm)      833.7   (feet) VERTCON3
 LB2457  ______________________________________________________________________
 LB2457  GEOID HEIGHT    -        -34.413 (meters)                     GEOID18
 LB2457  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 LB2457  HORZ ORDER      -  SECOND
 LB2457  VERT ORDER      -  THIRD ? (See Below)
 LB2457
 LB2457.The horizontal coordinates were established by classical geodetic methods
 LB2457.and adjusted by the National Geodetic Survey in May 1999.
 LB2457
 LB2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2457
 LB2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2457.GEOID18 height accuracy estimate available here.
 LB2457
 LB2457.The vertical order pertains to the NGVD 29 superseded value.
 LB2457
 LB2457.Click photographs - Photos may exist for this station.
 LB2457
 LB2457.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2457
 LB2457. The following values were computed from the NAD 83(1997) position.
 LB2457
 LB2457;                    North         East     Units Scale Factor Converg.
 LB2457;SPC IN E     -   580,562.232    69,021.185   MT  0.99997848   -0 14 13.8
 LB2457;SPC IN E     - 1,904,727.92    226,447.00   sFT  0.99997848   -0 14 13.8
 LB2457;UTM  16      - 4,481,168.219   582,050.001   MT  0.99968287   +0 37 42.2
 LB2457
 LB2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2457!SPC IN E     -   0.99996554  x   0.99997848  =   0.99994402
 LB2457!UTM  16      -   0.99996554  x   0.99968287  =   0.99964842
 LB2457
 LB2457:                Primary Azimuth Mark                     Grid Az
 LB2457:SPC IN E     -  VERMONT AZ MK                            180 24 14.2
 LB2457:UTM  16      -  VERMONT AZ MK                            179 32 18.2
 LB2457
 LB2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8205081168(NAD 83)
 LB2457
 LB2457|---------------------------------------------------------------------|
 LB2457| PID    Reference Object                     Distance      Geod. Az  |
 LB2457|                                                           dddmmss.s |
 LB2457| CD1380 VERMONT RM 1                         30.068 METERS 08707     |
 LB2457| CD1379 VERMONT AZ MK                                      1801000.4 |
 LB2457| CD1381 VERMONT RM 2                         30.090 METERS 18235     |
 LB2457| LB2489 KOKOMO ST PATRICKS CATH CH          APPROX. 8.9 KM 2841316.0 |
 LB2457| LB2378 KOKOMO KINGSTON PRODUCTS CO TK      APPROX. 9.2 KM 2861434.3 |
 LB2457| LB2379 KOKOMO AMER STANDARD PLUMB TK       APPROX. 9.8 KM 2875625.5 |
 LB2457|---------------------------------------------------------------------|
 LB2457
 LB2457                          SUPERSEDED SURVEY CONTROL
 LB2457
 LB2457  NAD 83(1986)-  40 28 37.74010(N)    086 01 55.24740(W) AD(       ) 2
 LB2457  NAD 27      -  40 28 37.60280(N)    086 01 55.28520(W) AD(       ) 2
 LB2457  NGVD 29             254.23   (m)          834.1    (f) LEVELING    3  
 LB2457
 LB2457.Superseded values are not recommended for survey control.
 LB2457
 LB2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2457.See file dsdata.pdf to determine how the superseded data were derived.
 LB2457
 LB2457_MARKER: DS = TRIANGULATION STATION DISK
 LB2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2457_STAMPING: VERMONT 1954
 LB2457_MARK LOGO: CGS
 LB2457_PROJECTION: FLUSH
 LB2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2457+STABILITY: SURFACE MOTION
 LB2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2457+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2025
 LB2457
 LB2457  HISTORY     - Date     Condition        Report By
 LB2457  HISTORY     - 1954     MONUMENTED       CGS
 LB2457  HISTORY     - 1957     GOOD             CGS
 LB2457  HISTORY     - 20251126 GOOD             PRIVTE
 LB2457
 LB2457                          STATION DESCRIPTION
 LB2457
 LB2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2457'STATION IS LOCATED AT THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2457'HIGHWAYS 22 AND 19 WHICH IS ABOUT 4 MILES EAST OF KOKOMO AND IS ON
 LB2457'ROAD RIGHT-OF-WAY.  IT IS 138 FEET SOUTH WEST OF THE INTERSECTION,
 LB2457'36 FEET WEST OF THE CENTER OF HIGHWAY 19 AND 17 FEET NORTHEAST OF
 LB2457'A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE
 LB2457'DISK IS STAMPED VERMONT 1954.
 LB2457'
 LB2457'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER OF HIGHWAY 19 AND
 LB2457'1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2457'STAMPED VERMONT NO 1 1954.
 LB2457'
 LB2457'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF HIGHWAY 19 AND
 LB2457'1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2457'STAMPED VERMONT NO 2 1954.
 LB2457'
 LB2457'AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF HIGHWAY 19, 2 FEET EAST
 LB2457'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND
 LB2457'3 FEET EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2457'STAMPED VERMONT 1954.
 LB2457'
 LB2457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 19
 LB2457'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2457'
 LB2457'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2457
 LB2457                          STATION RECOVERY (1957)
 LB2457
 LB2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2457'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2457
 LB2457                          STATION RECOVERY (2025)
 LB2457
 LB2457'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2025 (JRH)
 LB2457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2433 ***********************************************************************
 LB2433  DESIGNATION -  VERONA
 LB2433  PID         -  LB2433
 LB2433  STATE/COUNTY-  IN/CASS
 LB2433  COUNTRY     -  US
 LB2433  USGS QUAD   -  LUCERNE (2019)
 LB2433
 LB2433                         *CURRENT SURVEY CONTROL
 LB2433  ______________________________________________________________________
 LB2433* NAD 83(1997) POSITION- 40 49 03.83775(N) 086 22 38.73551(W)   ADJUSTED
 LB2433* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 LB2433  ______________________________________________________________________
 LB2433  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 LB2433  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 LB2433  HORZ ORDER      -  THIRD
 LB2433
 LB2433.The horizontal coordinates were established by classical geodetic methods
 LB2433.and adjusted by the National Geodetic Survey in May 1999.
 LB2433
 LB2433.The orthometric height was scaled from a topographic map.
 LB2433
 LB2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2433.GEOID18 height accuracy estimate available here.
 LB2433
 LB2433.Click photographs - Photos may exist for this station.
 LB2433
 LB2433.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2433
 LB2433. The following values were computed from the NAD 83(1997) position.
 LB2433
 LB2433;                    North         East     Units Scale Factor Converg.
 LB2433;SPC IN E     -   618,560.811    40,037.428   MT  1.00001090   -0 27 52.6
 LB2433;SPC IN E     - 2,029,394.93    131,356.13   sFT  1.00001090   -0 27 52.6
 LB2433;SPC IN W     -   618,557.503   959,553.145   MT  1.00001030   +0 27 41.2
 LB2433;SPC IN W     - 2,029,384.07  3,148,133.94   sFT  1.00001030   +0 27 41.2
 LB2433;UTM  16      - 4,518,710.444   552,503.506   MT  0.99963393   +0 24 25.0
 LB2433
 LB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2433!SPC IN E     -   0.99996880  x   1.00001090  =   0.99997970
 LB2433!SPC IN W     -   0.99996880  x   1.00001030  =   0.99997910
 LB2433!UTM  16      -   0.99996880  x   0.99963393  =   0.99960274
 LB2433
 LB2433:                Primary Azimuth Mark                     Grid Az
 LB2433:SPC IN E     -  VERONA AZ MK                             138 44 09.9
 LB2433:SPC IN W     -  VERONA AZ MK                             137 48 36.1
 LB2433:UTM  16      -  VERONA AZ MK                             137 51 52.3
 LB2433
 LB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5250318710(NAD 83)
 LB2433
 LB2433|---------------------------------------------------------------------|
 LB2433| PID    Reference Object                     Distance      Geod. Az  |
 LB2433|                                                           dddmmss.s |
 LB2433| CD1382 VERONA AZ MK                                       1381617.3 |
 LB2433| LB2428 LOGANSPORT MUN PWR PLT STK          APPROX. 6.7 KM 1674256.3 |
 LB2433| CD1383 VERONA RM 1                          24.159 METERS 21831     |
 LB2433| CD1384 VERONA RM 2                          24.925 METERS 31048     |
 LB2433|---------------------------------------------------------------------|
 LB2433
 LB2433                          SUPERSEDED SURVEY CONTROL
 LB2433
 LB2433  NAD 83(1986)-  40 49 03.84202(N)    086 22 38.74543(W) AD(       ) 3
 LB2433  NAD 27      -  40 49 03.69610(N)    086 22 38.74040(W) AD(       ) 3
 LB2433
 LB2433.Superseded values are not recommended for survey control.
 LB2433
 LB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2433.See file dsdata.pdf to determine how the superseded data were derived.
 LB2433
 LB2433_MARKER: DS = TRIANGULATION STATION DISK
 LB2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2433_STAMPING: VERONA 1948
 LB2433_MARK LOGO: CGS
 LB2433_PROJECTION: FLUSH
 LB2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2433+STABILITY: SURFACE MOTION
 LB2433
 LB2433  HISTORY     - Date     Condition        Report By
 LB2433  HISTORY     - 1948     MONUMENTED       CGS
 LB2433
 LB2433                          STATION DESCRIPTION
 LB2433
 LB2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2433'STATION IS LOCATED ABOUT 4 MILES NORTH OF LOGANSPORT AND 7 MILES
 LB2433'SOUTHEAST OF ROYAL CENTER, AND ON LAND OWNED BY ROY GENSHAW.  IT IS
 LB2433'140 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 64 FEET
 LB2433'NORTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 19 FEET WEST OF
 LB2433'A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 LB2433'AND THE DISK IS STAMPED VERONA 1948.
 LB2433'
 LB2433'REFERENCE MARK NO. 1 IS 79.26 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2433'2 FEET NORTH OF THE NORTH SIDE OF THE BARN AND 28 FEET WEST OF THE
 LB2433'NORTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH WITH THE GROUND
 LB2433'AND THE DISK IS STAMPED VERONA NO 1 1948.
 LB2433'
 LB2433'REFERENCE MARK NO. 2 IS 81.77 FEET NORTHWEST OF THE STATION.  IT IS
 LB2433'68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 48 FEET
 LB2433'SOUTH OF A FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LB2433'DISK IS STAMPED VERONA NO 2 1948.
 LB2433'
 LB2433'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION ON THE WEST
 LB2433'SIDE OF STATE HIGHWAY 17.  IT IS 100 FEET NORTHEAST OF THE NORTHEAST
 LB2433'CORNER OF A WHITE HOUSE, 27 FEET WEST OF THE CENTER OF THE HIGHWAY,
 LB2433'5 FEET NORTHWEST OF A POWER POLE AND 2 FEET WEST OF A WHITE
 LB2433'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2433'STAMPED VERONA 1948.
 LB2433'
 LB2433'TO REACH THE STATION FROM THE N. THIRD STREET (STATE HIGHWAY 17)
 LB2433'ENTRANCE OF CASS COUNTY COURTHOUSE IN LOGANSPORT, GO NORTH ON
 LB2433'STATE HIGHWAY 17 FOR 4.3 MILES TO A WHITE HOUSE ON THE LEFT AND THE
 LB2433'AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH ON THE HIGHWAY FOR 0.15
 LB2433'MILE TO A LANE LEFT JUST BEFORE REACHING THE RAILROAD TRACKS,
 LB2433'TURN LEFT INTO LANE AND GO 0.2 MILE TO FARMHOUSE AND STATION AS
 LB2433'DESCRIBED.
 LB2433'
 LB2433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3452 ***********************************************************************
 JZ3452  DESIGNATION -  VERPORT
 JZ3452  PID         -  JZ3452
 JZ3452  STATE/COUNTY-  IN/JENNINGS
 JZ3452  COUNTRY     -  US
 JZ3452  USGS QUAD   -  BUTLERVILLE (2019)
 JZ3452
 JZ3452                         *CURRENT SURVEY CONTROL
 JZ3452  ______________________________________________________________________
 JZ3452* NAD 83(1997) POSITION- 39 02 59.32961(N) 085 35 58.63651(W)   ADJUSTED
 JZ3452* NAD 83(1997) ELLIP HT-   195.850 (meters)        (05/25/99)   ADJUSTED
 JZ3452* NAVD 88 ORTHO HEIGHT -   229.9   (meters)      754.    (feet) VERTCON3
 JZ3452  ______________________________________________________________________
 JZ3452  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 JZ3452  NAD 83(1997) X  -    380,558.867 (meters)                     COMP
 JZ3452  NAD 83(1997) Y  - -4,945,376.491 (meters)                     COMP
 JZ3452  NAD 83(1997) Z  -  3,996,736.608 (meters)                     COMP
 JZ3452  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 JZ3452  HORZ ORDER      -  THIRD
 JZ3452  ELLP ORDER      -  FOURTH    CLASS I
 JZ3452
 JZ3452.This mark is at North Vernon Airport (OVO)
 JZ3452
 JZ3452.The horizontal coordinates were established by GPS observations
 JZ3452.and adjusted by the National Geodetic Survey in May 1999.
 JZ3452
 JZ3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3452
 JZ3452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3452.GEOID18 height accuracy estimate available here.
 JZ3452
 JZ3452.Click photographs - Photos may exist for this station.
 JZ3452
 JZ3452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3452
 JZ3452.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3452
 JZ3452.The ellipsoidal height was determined by GPS observations
 JZ3452.and is referenced to NAD 83.
 JZ3452
 JZ3452. The following values were computed from the NAD 83(1997) position.
 JZ3452
 JZ3452;                    North         East     Units Scale Factor Converg.
 JZ3452;SPC IN E     -   422,028.371   105,803.635   MT  0.99996708   +0 02 32.1
 JZ3452;SPC IN E     - 1,384,604.75    347,124.09   sFT  0.99996708   +0 02 32.1
 JZ3452;UTM  16      - 4,323,237.546   621,178.695   MT  0.99978081   +0 52 56.4
 JZ3452
 JZ3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3452!SPC IN E     -   0.99996927  x   0.99996708  =   0.99993635
 JZ3452!UTM  16      -   0.99996927  x   0.99978081  =   0.99975009
 JZ3452
 JZ3452:                Primary Azimuth Mark                     Grid Az
 JZ3452:SPC IN E     -  VERPORT AZ MK                            227 43 29.8
 JZ3452:UTM  16      -  VERPORT AZ MK                            226 53 05.5
 JZ3452
 JZ3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2117823237(NAD 83)
 JZ3452
 JZ3452|---------------------------------------------------------------------|
 JZ3452| PID    Reference Object                     Distance      Geod. Az  |
 JZ3452|                                                           dddmmss.s |
 JZ3452| JZ3453 VERPORT AZ MK                       APPROX. 0.9 KM 2274601.9 |
 JZ3452|---------------------------------------------------------------------|
 JZ3452
 JZ3452                          SUPERSEDED SURVEY CONTROL
 JZ3452
 JZ3452  NAD 83(1995)-  39 02 59.33185(N)    085 35 58.63777(W) AD(       ) 3
 JZ3452  NAD 83(1993)-  39 02 59.33325(N)    085 35 58.64144(W) AD(       ) 3
 JZ3452  NAD 83(1986)-  39 02 59.33304(N)    085 35 58.64192(W) AD(       ) 3
 JZ3452  NAD 27      -  39 02 59.13971(N)    085 35 58.74419(W) AD(       ) 3
 JZ3452  NGVD 29 (02/23/89)  230.0    (m)  RAPSU86  model used  GPS OBS        
 JZ3452
 JZ3452.Superseded values are not recommended for survey control.
 JZ3452
 JZ3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3452.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3452
 JZ3452_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3452_STAMPING: VERPORT 1986
 JZ3452_MARK LOGO: NGS
 JZ3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3452+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2012
 JZ3452
 JZ3452  HISTORY     - Date     Condition        Report By
 JZ3452  HISTORY     - 1988     MONUMENTED       NGS
 JZ3452  HISTORY     - 20060724 GOOD             AEROTE
 JZ3452  HISTORY     - 20080611 GOOD             BFSINC
 JZ3452  HISTORY     - 20120921 GOOD             BFSINC
 JZ3452
 JZ3452                          STATION DESCRIPTION
 JZ3452
 JZ3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JZ3452'THE STATION IS ABOUT 44.2 KM (27.45 MI) NORTHWEST OF MADISON, 38.6 KM
 JZ3452'(24.00 MI) SOUTHEAST OF COLUMBUS, 28.9 KM (17.95 MI) NORTHEAST OF
 JZ3452'SEYMOUR AND AT THE NORTH VERNON AIRPORT.  OWNERSHIP- ARIES AVIATION,
 JZ3452'R.R.3, NORTH VERNON, IN 47265.  AIRPORT MANAGER IS GEORGE W. YOUNG,
 JZ3452'PHONE 812-346-5223.
 JZ3452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JZ3452'HIGHWAY 7 AT NORTH VERNON, GO EAST ON STATE HIGHWAY 50 FOR 0.48 KM
 JZ3452'(0.30 MI) CROSSING SOME RAILROAD TRACKS TO WHERE U.S. HIGHWAY 50 GOES
 JZ3452'TO RIGHT AND FIFTH STREET CONTINUES AHEAD.  CONTINUE AHEAD ON FIFTH
 JZ3452'STREET, WHICH TURNS INTO COUNTY ROAD 20W, FOR 4.0 KM (2.50 MI) TO A
 JZ3452'STOP SIGN.  CONTINUE AHEAD FOR 1.8 KM (1.10 MI) TO A PAVED ROAD RIGHT
 JZ3452'AND AIRPORT SIGN.  TURN RIGHT AND GO 0.96 KM (0.60 MI) TO THE AIRPORT
 JZ3452'ENTRANCE.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO A GATE.  PASS THROUGH
 JZ3452'GATE THEN TURN LEFT FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE.  FROM THE
 JZ3452'OFFICE GO SOUTH ACROSS APRON FOR 0.1 KM (0.05 MI) TO JUNCTION OF
 JZ3452'TAXIWAY AND THE STATION.
 JZ3452'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---VERPORT
 JZ3452'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3452'FLUSH WITH THE GROUND.  LOCATED 31.1 M (102.0 FT) SOUTH FROM THE
 JZ3452'SOUTHEAST CORNER OF THE OFFICE, 25.0 M (82.0 FT) EAST-SOUTHEAST FROM
 JZ3452'THE NORTHEAST ONE OF TWO GAS PUMPS AND 1.22 M (4.0 FT) SOUTHEAST FROM
 JZ3452'THE EDGE OF THE APRON.
 JZ3452'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3452'DESCRIBED BY D.A. BOWLING.
 JZ3452
 JZ3452                          STATION RECOVERY (2006)
 JZ3452
 JZ3452'RECOVERY NOTE BY AEROTEC 2006 (CBL)
 JZ3452'WHITE ARROW SPRAY-PAINTED(FADED)ON APRON POINTING TO MARK.
 JZ3452
 JZ3452                          STATION RECOVERY (2008)
 JZ3452
 JZ3452'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 JZ3452'RECOVERED IN GOOD CONDITION.
 JZ3452
 JZ3452                          STATION RECOVERY (2012)
 JZ3452
 JZ3452'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2012 (JRC)
 JZ3452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3453 ***********************************************************************
 JZ3453  DESIGNATION -  VERPORT AZ MK
 JZ3453  PID         -  JZ3453
 JZ3453  STATE/COUNTY-  IN/JENNINGS
 JZ3453  COUNTRY     -  US
 JZ3453  USGS QUAD   -  BUTLERVILLE (2019)
 JZ3453
 JZ3453                         *CURRENT SURVEY CONTROL
 JZ3453  ______________________________________________________________________
 JZ3453* NAD 83(1997) POSITION- 39 02 40.06872(N) 085 36 25.84350(W)   ADJUSTED
 JZ3453* NAD 83(1997) ELLIP HT-   196.245 (meters)        (05/25/99)   ADJUSTED
 JZ3453* NAVD 88 ORTHO HEIGHT -   230.3   (meters)      756.    (feet) VERTCON3
 JZ3453  ______________________________________________________________________
 JZ3453  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ3453  NAD 83(1997) X  -    379,935.236 (meters)                     COMP
 JZ3453  NAD 83(1997) Y  - -4,945,800.037 (meters)                     COMP
 JZ3453  NAD 83(1997) Z  -  3,996,275.553 (meters)                     COMP
 JZ3453  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 JZ3453  HORZ ORDER      -  THIRD
 JZ3453  ELLP ORDER      -  FOURTH    CLASS I
 JZ3453
 JZ3453.This mark is at North Vernon Airport (OVO)
 JZ3453
 JZ3453.The horizontal coordinates were established by GPS observations
 JZ3453.and adjusted by the National Geodetic Survey in May 1999.
 JZ3453
 JZ3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3453
 JZ3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3453.GEOID18 height accuracy estimate available here.
 JZ3453
 JZ3453.Click photographs - Photos may exist for this station.
 JZ3453
 JZ3453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3453
 JZ3453.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3453
 JZ3453.The ellipsoidal height was determined by GPS observations
 JZ3453.and is referenced to NAD 83.
 JZ3453
 JZ3453. The following values were computed from the NAD 83(1997) position.
 JZ3453
 JZ3453;                    North         East     Units Scale Factor Converg.
 JZ3453;SPC IN E     -   421,433.971   105,149.826   MT  0.99996699   +0 02 14.9
 JZ3453;SPC IN E     - 1,382,654.62    344,979.05   sFT  0.99996699   +0 02 14.9
 JZ3453;UTM  16      - 4,322,633.736   620,533.792   MT  0.99977889   +0 52 38.9
 JZ3453
 JZ3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3453!SPC IN E     -   0.99996921  x   0.99996699  =   0.99993620
 JZ3453!UTM  16      -   0.99996921  x   0.99977889  =   0.99974811
 JZ3453
 JZ3453:                Primary Azimuth Mark                     Grid Az
 JZ3453:SPC IN E     -  VERPORT                                  047 43 29.8
 JZ3453:UTM  16      -  VERPORT                                  046 53 05.8
 JZ3453
 JZ3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2053322633(NAD 83)
 JZ3453
 JZ3453|---------------------------------------------------------------------|
 JZ3453| PID    Reference Object                     Distance      Geod. Az  |
 JZ3453|                                                           dddmmss.s |
 JZ3453| JZ3452 VERPORT                             APPROX. 0.9 KM 0474544.7 |
 JZ3453|---------------------------------------------------------------------|
 JZ3453
 JZ3453                          SUPERSEDED SURVEY CONTROL
 JZ3453
 JZ3453  NAD 83(1995)-  39 02 40.07096(N)    085 36 25.84474(W) AD(       ) 3
 JZ3453  NAD 83(1993)-  39 02 40.07237(N)    085 36 25.84841(W) AD(       ) 3
 JZ3453  NAD 83(1986)-  39 02 40.07216(N)    085 36 25.84890(W) AD(       ) 3
 JZ3453  NAD 27      -  39 02 39.87862(N)    085 36 25.95032(W) AD(       ) 3
 JZ3453  NGVD 29 (02/23/89)  230.4    (m)  RAPSU86  model used  GPS OBS        
 JZ3453
 JZ3453.Superseded values are not recommended for survey control.
 JZ3453
 JZ3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3453.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3453
 JZ3453_MARKER: DZ = AZIMUTH MARK DISK
 JZ3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3453_STAMPING: VERPORT 1986
 JZ3453_MARK LOGO: NGS
 JZ3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3453+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JZ3453
 JZ3453  HISTORY     - Date     Condition        Report By
 JZ3453  HISTORY     - 1988     MONUMENTED       NGS
 JZ3453
 JZ3453                          STATION DESCRIPTION
 JZ3453
 JZ3453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JZ3453'THE STATION IS ABOUT 44.2 KM (27.45 MI) NORTHWEST OF MADISON, 38.6 KM
 JZ3453'(24.00 MI) SOUTHEAST OF COLUMBUS, 28.9 KM (17.95 MI) NORTHEAST OF
 JZ3453'SEYMOUR AND AT THE NORTH VERNON AIRPORT.  OWNERSHIP- ARIES AVIATION,
 JZ3453'R.R.3, NORTH VERNON, IN 47265.  AIRPORT MANAGER IS GEORGE W. YOUNG,
 JZ3453'PHONE 812-346-5223.
 JZ3453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JZ3453'HIGHWAY 7 AT NORTH VERNON, GO EAST ON STATE HIGHWAY 50 FOR 0.48 KM
 JZ3453'(0.30 MI) CROSSING SOME RAILROAD TRACKS TO WHERE U.S. HIGHWAY 50 GOES
 JZ3453'TO RIGHT AND FIFTH STREET CONTINUES AHEAD.  CONTINUE AHEAD ON FIFTH
 JZ3453'STREET, WHICH TURNS INTO COUNTY ROAD 20W, FOR 4.0 KM (2.50 MI) TO A
 JZ3453'STOP SIGN.  CONTINUE AHEAD FOR 1.8 KM (1.10 MI) TO A PAVED ROAD RIGHT
 JZ3453'AND AIRPORT SIGN.  TURN RIGHT AND GO 0.96 KM (0.60 MI) TO THE AIRPORT
 JZ3453'ENTRANCE.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO A GATE.  PASS THROUGH
 JZ3453'GATE THEN TURN LEFT FOR 0.1 KM (0.05 MI) TO AIRPORT OFFICE.  FROM THE
 JZ3453'OFFICE GO SOUTH ACROSS APRON FOR 0.1 KM (0.05 MI) TO JUNCTION OF
 JZ3453'TAXIWAY.  TURN RIGHT AND GO SOUTHWESTERLY FOR 0.88 KM (0.55 MI) ALONG
 JZ3453'THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE CROSSING RUNWAY
 JZ3453'33.
 JZ3453'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---VERPORT
 JZ3453'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 JZ3453'FLUSH WITH THE GROUND.  LOCATED 27.43 M (90.0 FT) NORTHEAST FROM THE
 JZ3453'CENTER OF RUNWAY 33, 60.2 M (197.5 FT) NORTH-NORTHWEST FROM A
 JZ3453'WINDSOCK POLE, 8.1 M (26.6 FT) SOUTHEAST FROM THE CENTER OF THE
 JZ3453'TAXIWAY.
 JZ3453'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JZ3453'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1993 ***********************************************************************
 HZ1993  DESIGNATION -  VEVAY
 HZ1993  PID         -  HZ1993
 HZ1993  STATE/COUNTY-  IN/SWITZERLAND
 HZ1993  COUNTRY     -  US
 HZ1993  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1993
 HZ1993                         *CURRENT SURVEY CONTROL
 HZ1993  ______________________________________________________________________
 HZ1993* NAD 83(1997) POSITION- 38 45 35.37189(N) 085 03 17.11298(W)   ADJUSTED
 HZ1993* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 HZ1993  ______________________________________________________________________
 HZ1993  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 HZ1993  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 HZ1993  HORZ ORDER      -  SECOND
 HZ1993
 HZ1993.The horizontal coordinates were established by classical geodetic methods
 HZ1993.and adjusted by the National Geodetic Survey in May 1999.
 HZ1993
 HZ1993.The orthometric height was scaled from a topographic map.
 HZ1993
 HZ1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1993.GEOID18 height accuracy estimate available here.
 HZ1993
 HZ1993.Click photographs - Photos may exist for this station.
 HZ1993
 HZ1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1993
 HZ1993. The following values were computed from the NAD 83(1997) position.
 HZ1993
 HZ1993;                    North         East     Units Scale Factor Converg.
 HZ1993;SPC IN E     -   390,012.453   153,185.013   MT  1.00000149   +0 22 59.2
 HZ1993;SPC IN E     - 1,279,565.86    502,574.50   sFT  1.00000149   +0 22 59.2
 HZ1993;SPC KY1Z     - 1,269,535.309 1,560,430.651   MT  1.00002379   +0 25 36.7
 HZ1993;SPC KY1Z     - 4,165,133.76  5,119,512.89   sFT  1.00002379   +0 25 36.7
 HZ1993;SPC KY N     -   140,144.776   430,054.658   MT  0.99997508   -0 30 02.2
 HZ1993;SPC KY N     -   459,791.65  1,410,937.66   sFT  0.99997508   -0 30 02.2
 HZ1993;UTM  16      - 4,291,921.351   669,017.358   MT  0.99995179   +1 13 05.2
 HZ1993
 HZ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1993!SPC IN E     -   0.99996691  x   1.00000149  =   0.99996840
 HZ1993!SPC KY1Z     -   0.99996691  x   1.00002379  =   0.99999070
 HZ1993!SPC KY N     -   0.99996691  x   0.99997508  =   0.99994199
 HZ1993!UTM  16      -   0.99996691  x   0.99995179  =   0.99991870
 HZ1993
 HZ1993:                Primary Azimuth Mark                     Grid Az
 HZ1993:SPC IN E     -  STOW RESET                               025 32 10.2
 HZ1993:SPC KY1Z     -  STOW RESET                               025 29 32.7
 HZ1993:SPC KY N     -  STOW RESET                               026 25 11.6
 HZ1993:UTM  16      -  STOW RESET                               024 42 04.2
 HZ1993
 HZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6901791921(NAD 83)
 HZ1993
 HZ1993|---------------------------------------------------------------------|
 HZ1993| PID    Reference Object                     Distance      Geod. Az  |
 HZ1993|                                                           dddmmss.s |
 HZ1993| HZ2548 STOW RESET                          APPROX.11.4 KM 0255509.4 |
 HZ1993| CG9346 VEVAY RM 1                           23.537 METERS 03207     |
 HZ1993| HZ2547 WARSAW MUNICIPAL TANK               APPROX.13.6 KM 0791430.1 |
 HZ1993| HZ1998 LOUISVILLE CINCINNATI AWY BN 4      APPROX.14.2 KM 1952038.2 |
 HZ1993| HZ2003 VEVAY SWITZERLAND CO CTHSE          APPROX. 1.9 KM 2210434.8 |
 HZ1993| HZ1991 VEVAY AZ MK                         APPROX. 1.0 KM 2714048.9 |
 HZ1993| CG9347 VEVAY RM 2                           20.647 METERS 30010     |
 HZ1993|---------------------------------------------------------------------|
 HZ1993
 HZ1993                          SUPERSEDED SURVEY CONTROL
 HZ1993
 HZ1993  NAD 83(1995)-  38 45 35.37162(N)    085 03 17.11219(W) AD(       ) 2
 HZ1993  NAD 83(1993)-  38 45 35.37236(N)    085 03 17.11367(W) AD(       ) 2
 HZ1993  NAD 83(1986)-  38 45 35.37244(N)    085 03 17.12140(W) AD(       ) 2
 HZ1993  NAD 27      -  38 45 35.14800(N)    085 03 17.29700(W) AD(       ) 2
 HZ1993
 HZ1993.Superseded values are not recommended for survey control.
 HZ1993
 HZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1993.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1993
 HZ1993_MARKER: DS = TRIANGULATION STATION DISK
 HZ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1993_STAMPING: VEVAY 1947
 HZ1993_MARK LOGO: CGS
 HZ1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1993+STABILITY: SURFACE MOTION
 HZ1993
 HZ1993  HISTORY     - Date     Condition        Report By
 HZ1993  HISTORY     - 1947     MONUMENTED       CGS
 HZ1993  HISTORY     - 1949     GOOD             CGS
 HZ1993  HISTORY     - 1963     GOOD             AEROS
 HZ1993  HISTORY     - 1964     GOOD             CGS
 HZ1993  HISTORY     - 20180405 MARK NOT FOUND   MCA
 HZ1993
 HZ1993                          STATION DESCRIPTION
 HZ1993
 HZ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ1993'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 1 MILE NORTHEAST OF
 HZ1993'VEVAY AND ON LAND OWNED BY MR. WALTER TRAFFLE.  THE MARK IS 35.2
 HZ1993'FEET WEST OF THE SOUTHWEST CORNER OF AN OLD LOG HOUSE, 34.8 FEET
 HZ1993'SOUTH OF THE NORTHWEST CORNER OF THE LOG HOUSE, AND 31.5 FEET
 HZ1993'NORTHEAST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 HZ1993'IS STAMPED VEVAY 1947.
 HZ1993'
 HZ1993'REFERENCE MARK NO. 1 IS 77.22 FEET NORTHEAST SLOPE MEASUREMENT OF THE
 HZ1993'STATION AND 29 FEET NORTH OF THE NORTHEAST CORNER OF THE OLD
 HZ1993'BUILDING. THE MARK PROJECTS 4 INCHES, AND DISK IS STAMPED VEVAY NO 1
 HZ1993'1947.
 HZ1993'
 HZ1993'REFERENCE MARK NO. 2 IS 67.74 FEET NORTHWEST SLOPE MEASUREMENT OF THE
 HZ1993'STATION, 2.5 NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A
 HZ1993'WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED VEVAY
 HZ1993'NO 2 1947.
 HZ1993'
 HZ1993'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE WEST OF THE STATION, 16 FEET
 HZ1993'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 13.5 FEET
 HZ1993'NORTHEAST OF A TELEPHONE POLE, AND 2.5 FEET SOUTHEAST OF A WITNESS
 HZ1993'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED VEVAY
 HZ1993'1947.
 HZ1993'
 HZ1993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 56
 HZ1993'AT THE TRAFFIC LIGHT IN VEVAY, GO NORTH AND NORTHEAST ON THE
 HZ1993'LATTER FOR 1.2 MILES TO A GRAVEL DRIVEWAY ON THE RIGHT. TURN SHARP
 HZ1993'RIGHT, SOUTH AND EAST AND GO ON THE DRIVEWAY FOR 0.7 MILE TO A
 HZ1993'FARM YARD. BEAR TO THE RIGHT OF THE BARN AND CONTINUE EAST 0.1 MILE
 HZ1993'TO THE OLD LOG HOUSE AT THE TOP OF THE HILL AND THE STATION.
 HZ1993'
 HZ1993'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 156 AND
 HZ1993'56 IN VEVAY, GO NORTH, NORTHEAST AND WEST ON THE LATTER FOR 1.3
 HZ1993'MILES TO A GRAVEL ROAD ON THE LEFT. TURN SHARP LEFT, SOUTHWEST, AND
 HZ1993'GO ON THE GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 HZ1993'THE LEFT.
 HZ1993'
 HZ1993'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HZ1993
 HZ1993                          STATION RECOVERY (1949)
 HZ1993
 HZ1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 HZ1993'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HZ1993'CONDITION. THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.
 HZ1993'THE OLD DESCRIPTION IS ADEQUATE.
 HZ1993'
 HZ1993'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ1993
 HZ1993                          STATION RECOVERY (1963)
 HZ1993
 HZ1993'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ1993'STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 HZ1993'DESCRIBED.
 HZ1993
 HZ1993                          STATION RECOVERY (1964)
 HZ1993
 HZ1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 HZ1993'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HZ1993'AND FOUND IN GOOD CONDITION.
 HZ1993'
 HZ1993'THE AZIMUTH MARK WAS FOUND IN A HORIZONTAL POSITION.  THE DISK WAS
 HZ1993'REMOVED FROM THE OLD MONUMENT.
 HZ1993'
 HZ1993'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION AND THE
 HZ1993'TO REACH IS GOOD.
 HZ1993
 HZ1993                          STATION RECOVERY (2018)
 HZ1993
 HZ1993'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1993'STAKED TO LOCATION VIA VRS GNSS.  EXCAVATED TO A DEPTH OF 0.5 FT (15
 HZ1993'CM) AND FOUND A MASS OF CONCRETE.  THE DISK IS MISSING.  FOUND
 HZ1993'REFERENCE MARK NO.1 (CG9346)UPROOTED AND IN POOR CONDITION LYING ON
 HZ1993'ITS SIDE.  REFERENCE MARK NO.2 (CG9347) WAS SEARCHED FOR BUT WAS NOT
 HZ1993'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2003 ***********************************************************************
 HZ2003  DESIGNATION -  VEVAY SWITZERLAND CO CTHSE
 HZ2003  PID         -  HZ2003
 HZ2003  STATE/COUNTY-  IN/SWITZERLAND
 HZ2003  COUNTRY     -  US
 HZ2003  USGS QUAD   -  VEVAY SOUTH (2019)
 HZ2003
 HZ2003                         *CURRENT SURVEY CONTROL
 HZ2003  ______________________________________________________________________
 HZ2003* NAD 83(1997) POSITION- 38 44 49.42465(N) 085 04 08.25022(W)   ADJUSTED
 HZ2003  ______________________________________________________________________
 HZ2003  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 HZ2003  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HZ2003  HORZ ORDER      -  THIRD
 HZ2003
 HZ2003.The horizontal coordinates were established by classical geodetic methods
 HZ2003.and adjusted by the National Geodetic Survey in May 1999.
 HZ2003
 HZ2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2003.GEOID18 height accuracy estimate available here.
 HZ2003
 HZ2003.Click photographs - Photos may exist for this station.
 HZ2003
 HZ2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2003
 HZ2003. The following values were computed from the NAD 83(1997) position.
 HZ2003
 HZ2003;                    North         East     Units Scale Factor Converg.
 HZ2003;SPC IN E     -   388,587.480   151,959.632   MT  0.99999990   +0 22 26.8
 HZ2003;SPC IN E     - 1,274,890.76    498,554.23   sFT  0.99999990   +0 22 26.8
 HZ2003;SPC KY1Z     - 1,268,109.367 1,559,206.337   MT  1.00002037   +0 25 05.3
 HZ2003;SPC KY1Z     - 4,160,455.48  5,115,496.12   sFT  1.00002037   +0 25 05.3
 HZ2003;SPC KY N     -   138,738.906   428,807.480   MT  0.99997397   -0 30 34.0
 HZ2003;SPC KY N     -   455,179.23  1,406,845.87   sFT  0.99997397   -0 30 34.0
 HZ2003;UTM  16      - 4,290,478.748   667,812.933   MT  0.99994679   +1 12 32.0
 HZ2003
 HZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6781290478(NAD 83)
 HZ2003
 HZ2003                          SUPERSEDED SURVEY CONTROL
 HZ2003
 HZ2003  NAD 83(1995)-  38 44 49.42387(N)    085 04 08.24996(W) AD(       ) 3
 HZ2003  NAD 83(1993)-  38 44 49.42453(N)    085 04 08.25142(W) AD(       ) 3
 HZ2003  NAD 83(1986)-  38 44 49.42487(N)    085 04 08.25913(W) AD(       ) 3
 HZ2003  NAD 27      -  38 44 49.20000(N)    085 04 08.43000(W) AD(       ) 3
 HZ2003
 HZ2003.Superseded values are not recommended for survey control.
 HZ2003
 HZ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2003.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2003
 HZ2003_MARKER: 87 = DOME
 HZ2003
 HZ2003  HISTORY     - Date     Condition        Report By
 HZ2003  HISTORY     - 1947     FIRST OBSERVED   CGS
 HZ2003  HISTORY     - 1963     GOOD             AEROS
 HZ2003
 HZ2003                          STATION DESCRIPTION
 HZ2003
 HZ2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2003'THIS IS AN INTERSECTION STATION.
 HZ2003'
 HZ2003'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF VEVAY,
 HZ2003'ABOUT 150 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 HZ2003'STATE HIGHWAY 56. THE COURT HOUSE IS A STONE STRUCTURE WITH A SILVER
 HZ2003'COLORED DOME ABOUT 75 FEET HIGH.  THE POINT INTERSECTED WAS THE
 HZ2003'TOP OF THE DOME.
 HZ2003
 HZ2003                          STATION RECOVERY (1963)
 HZ2003
 HZ2003'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 HZ2003'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2331 ***********************************************************************
 HZ2331  DESIGNATION -  VIENNA
 HZ2331  PID         -  HZ2331
 HZ2331  STATE/COUNTY-  IN/SCOTT
 HZ2331  COUNTRY     -  US
 HZ2331  USGS QUAD   -  SCOTTSBURG (2019)
 HZ2331
 HZ2331                         *CURRENT SURVEY CONTROL
 HZ2331  ______________________________________________________________________
 HZ2331* NAD 83(1997) POSITION- 38 37 50.99529(N) 085 46 32.21799(W)   ADJUSTED
 HZ2331* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 HZ2331  ______________________________________________________________________
 HZ2331  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 HZ2331  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 HZ2331  HORZ ORDER      -  SECOND
 HZ2331
 HZ2331.The horizontal coordinates were established by classical geodetic methods
 HZ2331.and adjusted by the National Geodetic Survey in May 1999.
 HZ2331
 HZ2331.The orthometric height was scaled from a topographic map.
 HZ2331
 HZ2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2331.GEOID18 height accuracy estimate available here.
 HZ2331
 HZ2331.Click photographs - Photos may exist for this station.
 HZ2331
 HZ2331.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2331
 HZ2331. The following values were computed from the NAD 83(1997) position.
 HZ2331
 HZ2331;                    North         East     Units Scale Factor Converg.
 HZ2331;SPC IN E     -   375,521.228    90,513.570   MT  0.99996777   -0 04 04.9
 HZ2331;SPC IN E     - 1,232,022.56    296,959.94   sFT  0.99996777   -0 04 04.9
 HZ2331;UTM  16      - 4,276,521.864   606,572.079   MT  0.99973986   +0 45 52.0
 HZ2331
 HZ2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2331!SPC IN E     -   0.99997739  x   0.99996777  =   0.99994516
 HZ2331!UTM  16      -   0.99997739  x   0.99973986  =   0.99971725
 HZ2331
 HZ2331:                Primary Azimuth Mark                     Grid Az
 HZ2331:SPC IN E     -  VIENNA AZ MK                             177 23 37.0
 HZ2331:UTM  16      -  VIENNA AZ MK                             176 33 40.1
 HZ2331
 HZ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0657276521(NAD 83)
 HZ2331
 HZ2331|---------------------------------------------------------------------|
 HZ2331| PID    Reference Object                     Distance      Geod. Az  |
 HZ2331|                                                           dddmmss.s |
 HZ2331| HZ2332 SCOTTSBURG MUNICIPAL TANK           APPROX. 6.3 KM 0000813.2 |
 HZ2331| CG9349 VIENNA RM 1                          26.377 METERS 02005     |
 HZ2331| CG9348 VIENNA AZ MK                                       1771932.1 |
 HZ2331| CG9350 VIENNA RM 2                          27.167 METERS 25504     |
 HZ2331|---------------------------------------------------------------------|
 HZ2331
 HZ2331                          SUPERSEDED SURVEY CONTROL
 HZ2331
 HZ2331  NAD 83(1993)-  38 37 50.99675(N)    085 46 32.21709(W) AD(       ) 2
 HZ2331  NAD 83(1986)-  38 37 50.99803(N)    085 46 32.22212(W) AD(       ) 2
 HZ2331  NAD 27      -  38 37 50.78700(N)    085 46 32.34300(W) AD(       ) 2
 HZ2331
 HZ2331.Superseded values are not recommended for survey control.
 HZ2331
 HZ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2331.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2331
 HZ2331_MARKER: DS = TRIANGULATION STATION DISK
 HZ2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2331_STAMPING: VIENNA 1947
 HZ2331_MARK LOGO: CGS
 HZ2331_PROJECTION: RECESSED 20 CENTIMETERS
 HZ2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2331+STABILITY: SURFACE MOTION
 HZ2331
 HZ2331  HISTORY     - Date     Condition        Report By
 HZ2331  HISTORY     - 1947     MONUMENTED       CGS
 HZ2331  HISTORY     - 1960     POOR             CGS
 HZ2331
 HZ2331                          STATION DESCRIPTION
 HZ2331
 HZ2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2331'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF SCOTTSBURG, ALONG U.S.
 HZ2331'HIGHWAY 31. IT IS 76 FEET WEST OF THE CENTER LINE OF THE
 HZ2331'HIGHWAY , 32 FEET NORTHWEST OF A FENCE CORNER, AND 20 FEET NORTH OF A
 HZ2331'WITNESS POST. THE MARK IS 8-INCHES UNDERGROUND, AND THE DISK IS
 HZ2331'STAMPED VIENNA 1947.
 HZ2331'
 HZ2331'REFERENCE MARK NO. 1 IS 86.54 FEET NORTH-NORTHEAST OF THE STATION,
 HZ2331'AND 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. THE
 HZ2331'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED VIENNA NO 1 1947.
 HZ2331'REFERENCE MARK NO. 2 IS 89.13 FEET SOUTHWEST OF
 HZ2331'THE STATION, AND 6 INCHES SOUTH OF A WIRE FENCE. THE MARK PROJECTS
 HZ2331'5 INCHES, AND THE DISK IS STAMPED VIENNA NO 2 1947.
 HZ2331'
 HZ2331'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 25 FEET EAST OF
 HZ2331'THE CENTERLINE OF THE HIGHWAY, 89 FEET NORTH OF A STEEL BRIDGE,
 HZ2331'AND 2 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 HZ2331'DISK IS STAMPED VIENNA 1947.
 HZ2331'
 HZ2331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 AND U.S.
 HZ2331'HIGHWAY 31 IN SCOTTSBURG, GO SOUTH ON HIGHWAY 31 FOR 3.9 MILES TO
 HZ2331'STATION ON THE RIGHT.
 HZ2331'
 HZ2331'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON HIGHWAY
 HZ2331'31 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 HZ2331'
 HZ2331'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2331
 HZ2331                          STATION RECOVERY (1960)
 HZ2331
 HZ2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HZ2331'THE STATION AND REFERENCES MARKS 1 AND 2 WERE RECOVERED BUT FOUND
 HZ2331'DISTURBED.
 HZ2331'
 HZ2331'THE STATION IS IN A DRIVEWAY LEADING TO A RESIDENCE ON THE WEST SIDE
 HZ2331'OF U.S. HIGHWAY 31 AND IS VISIBLE ON THE NORTH SIDE OF THE DRIVE.
 HZ2331'THE POST NOW LEANS OUT OF POSITION AND SHOULD BE RESET FROM THE
 HZ2331'UNDERGROUND REFERENCE.  REFERENCE MARKS 1 AND 2 WERE OBSERVED TO
 HZ2331'BE IN LIKE CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1833 ***********************************************************************
 KA1833  DESIGNATION -  VIGO
 KA1833  PID         -  KA1833
 KA1833  STATE/COUNTY-  IN/VIGO
 KA1833  COUNTRY     -  US
 KA1833  USGS QUAD   -  PIMENTO (2019)
 KA1833
 KA1833                         *CURRENT SURVEY CONTROL
 KA1833  ______________________________________________________________________
 KA1833* NAD 83(1997) POSITION- 39 20 22.34616(N) 087 23 17.85727(W)   ADJUSTED
 KA1833* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 KA1833  ______________________________________________________________________
 KA1833  GEOID HEIGHT    -        -32.568 (meters)                     GEOID18
 KA1833  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 KA1833  HORZ ORDER      -  SECOND
 KA1833
 KA1833.The horizontal coordinates were established by classical geodetic methods
 KA1833.and adjusted by the National Geodetic Survey in May 1999.
 KA1833
 KA1833.The orthometric height was scaled from a topographic map.
 KA1833
 KA1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1833.GEOID18 height accuracy estimate available here.
 KA1833
 KA1833.Click photographs - Photos may exist for this station.
 KA1833
 KA1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1833
 KA1833. The following values were computed from the NAD 83(1997) position.
 KA1833
 KA1833;                    North         East     Units Scale Factor Converg.
 KA1833;SPC IN W     -   454,234.752   873,709.959   MT  0.99997517   -0 11 36.0
 KA1833;SPC IN W     - 1,490,268.52  2,866,496.76   sFT  0.99997517   -0 11 36.0
 KA1833;UTM  16      - 4,354,528.746   466,538.208   MT  0.99961379   -0 14 46.1
 KA1833
 KA1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1833!SPC IN W     -   0.99997799  x   0.99997517  =   0.99995316
 KA1833!UTM  16      -   0.99997799  x   0.99961379  =   0.99959178
 KA1833
 KA1833:                Primary Azimuth Mark                     Grid Az
 KA1833:SPC IN W     -  VIGO 2 AZ MK                             162 13 29.7
 KA1833:UTM  16      -  VIGO 2 AZ MK                             162 16 39.8
 KA1833
 KA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6653854528(NAD 83)
 KA1833
 KA1833|---------------------------------------------------------------------|
 KA1833| PID    Reference Object                     Distance      Geod. Az  |
 KA1833|                                                           dddmmss.s |
 KA1833| CM3916 VIGO RM 1                            22.896 METERS 04933     |
 KA1833| CM3917 VIGO 2 AZ MK                                       1620153.7 |
 KA1833| CM3915 VIGO AZ MK                                         1763021.9 |
 KA1833| KA1832 NO 101                               38.296 METERS 18451     |
 KA1833| KA1831 VIGO 2                               14.008 METERS 20054     |
 KA1833| KA1829 VIGO PLT CHEM SER STK T 132         APPROX. 3.2 KM 3444417.6 |
 KA1833| KA1828 VIGO PLT CHEM SER TK T 2103         APPROX. 3.2 KM 3502224.0 |
 KA1833|---------------------------------------------------------------------|
 KA1833
 KA1833                          SUPERSEDED SURVEY CONTROL
 KA1833
 KA1833  NAD 83(1986)-  39 20 22.35259(N)    087 23 17.85051(W) AD(       ) 2
 KA1833  NAD 27      -  39 20 22.21150(N)    087 23 17.78100(W) AD(       ) 2
 KA1833
 KA1833.Superseded values are not recommended for survey control.
 KA1833
 KA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1833.See file dsdata.pdf to determine how the superseded data were derived.
 KA1833
 KA1833_MARKER: DS = TRIANGULATION STATION DISK
 KA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1833_STAMPING: VIGO 1947
 KA1833_MARK LOGO: CGS
 KA1833_PROJECTION: FLUSH
 KA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1833+STABILITY: SURFACE MOTION
 KA1833
 KA1833  HISTORY     - Date     Condition        Report By
 KA1833  HISTORY     - 1947     MONUMENTED       CGS
 KA1833  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KA1833
 KA1833                          STATION DESCRIPTION
 KA1833
 KA1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1833'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 41, ABOUT
 KA1833'8-1/4 MILES SOUTH OF TERRE HAUTE, AND 1.5 MILES SOUTH OF
 KA1833'YOUNGSTOWN. THE MARK IS 34.5 FEET WEST OF THE CENTERLINE OF THE
 KA1833'HIGHWAY, AND 15 FEET EAST OF THE VIGO CHEMICAL WARFARE
 KA1833'PLANT, FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1833'STAMPED VIGO 1947.
 KA1833'
 KA1833'REFERENCE MARK NO. 1 IS 75.12 FEET EAST-NORTHEAST OF THE STATION, 24
 KA1833'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.3 FEET SOUTH
 KA1833'OF A TELEPHONE POLE. THE MARK IS FLUSH WITH GROUND, AND THE DISK IS
 KA1833'STAMPED VIGO NO 1 1947.
 KA1833'
 KA1833'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO 101 WAS USE
 KA1833'AS THE SECOND REFERENCE MARK. IT IS 38.298 METERS 125.65 FEET
 KA1833'SOUTH OF THE TRIANGULATION MARK, 48.4 FEET WEST OF THE CENTERLINE OF
 KA1833'THE HIGHWAY, 6 FEET SOUTH OF AN IRON FENCE CORNER POST SET IN
 KA1833'CONCRETE, AND 3 FEET SOUTHWEST OF A 3-FOOT OAK TREE. THE MARK IS A
 KA1833'STANDARD 4 BY 4 CONCRETE POST AND BRONZE DISK, SET FLUSH WITH
 KA1833'THE GROUND, AND THE DISK IS STAMPED STATION NO 101.
 KA1833'
 KA1833'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION VIA U.S. HIGHWAY
 KA1833'41, 29 FEET NORTH OF A TELEPHONE POLE, 25.4 FEET EAST OF THE
 KA1833'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTH OF A WITNESS POST. THE
 KA1833'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED VIGO 1947.
 KA1833'
 KA1833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 41 IN
 KA1833'TERRE HAUTE, GO SOUTH ON THE LATTER FOR 8.8 MILES TO THE VIGO
 KA1833'CHEMICAL WARFARE PLANT, GATE NO. 5 ON THE RIGHT. CONTINUE SOUTH ON
 KA1833'THE HIGHWAY FOR 0.5 MILE TO THE SOUTHEAST CORNER OF THE
 KA1833'PLANT FENCE AND THE STATION AS DESCRIBED.
 KA1833'
 KA1833'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1833'SURVEY.
 KA1833'
 KA1833'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1833
 KA1833                          STATION RECOVERY (1951)
 KA1833
 KA1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KA1833'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KA1833'CONDITION. AT THE REQUEST OF THE INDIANA STATE HIGHWAY COMMISSION
 KA1833'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 KA1833'DESTROYED AFTER MAKING THE NECESSARY OBSERVATIONS.
 KA1833'
 KA1833'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1831 ***********************************************************************
 KA1831  DESIGNATION -  VIGO 2
 KA1831  PID         -  KA1831
 KA1831  STATE/COUNTY-  IN/VIGO
 KA1831  COUNTRY     -  US
 KA1831  USGS QUAD   -  PIMENTO (2019)
 KA1831
 KA1831                         *CURRENT SURVEY CONTROL
 KA1831  ______________________________________________________________________
 KA1831* NAD 83(1997) POSITION- 39 20 21.92182(N) 087 23 18.06588(W)   ADJUSTED
 KA1831* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 KA1831  ______________________________________________________________________
 KA1831  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 KA1831  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 KA1831  HORZ ORDER      -  SECOND
 KA1831
 KA1831.The horizontal coordinates were established by classical geodetic methods
 KA1831.and adjusted by the National Geodetic Survey in May 1999.
 KA1831
 KA1831.The orthometric height was scaled from a topographic map.
 KA1831
 KA1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1831.GEOID18 height accuracy estimate available here.
 KA1831
 KA1831.Click photographs - Photos may exist for this station.
 KA1831
 KA1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1831
 KA1831. The following values were computed from the NAD 83(1997) position.
 KA1831
 KA1831;                    North         East     Units Scale Factor Converg.
 KA1831;SPC IN W     -   454,221.683   873,704.919   MT  0.99997518   -0 11 36.1
 KA1831;SPC IN W     - 1,490,225.64  2,866,480.22   sFT  0.99997518   -0 11 36.1
 KA1831;UTM  16      - 4,354,515.686   466,533.158   MT  0.99961379   -0 14 46.3
 KA1831
 KA1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1831!SPC IN W     -   0.99997799  x   0.99997518  =   0.99995317
 KA1831!UTM  16      -   0.99997799  x   0.99961379  =   0.99959178
 KA1831
 KA1831:                Primary Azimuth Mark                     Grid Az
 KA1831:SPC IN W     -  VIGO 2 AZ MK                             161 05 36.3
 KA1831:UTM  16      -  VIGO 2 AZ MK                             161 08 46.5
 KA1831
 KA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6653354515(NAD 83)
 KA1831
 KA1831|---------------------------------------------------------------------|
 KA1831| PID    Reference Object                     Distance      Geod. Az  |
 KA1831|                                                           dddmmss.s |
 KA1831| KA1833 VIGO                                 14.008 METERS 02054     |
 KA1831| CM3917 VIGO 2 AZ MK                                       1605400.2 |
 KA1831| KA1832 NO 101                               25.134 METERS 17600     |
 KA1831| CM3918 VIGO 2 RM 2                          34.488 METERS 22730     |
 KA1831|---------------------------------------------------------------------|
 KA1831
 KA1831                          SUPERSEDED SURVEY CONTROL
 KA1831
 KA1831  NAD 83(1986)-  39 20 21.92816(N)    087 23 18.05917(W) AD(       ) 2
 KA1831  NAD 27      -  39 20 21.78720(N)    087 23 17.98950(W) AD(       ) 2
 KA1831
 KA1831.Superseded values are not recommended for survey control.
 KA1831
 KA1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1831.See file dsdata.pdf to determine how the superseded data were derived.
 KA1831
 KA1831_MARKER: DS = TRIANGULATION STATION DISK
 KA1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1831_STAMPING: VIGO 2 1951
 KA1831_MARK LOGO: CGS
 KA1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1831+STABILITY: SURFACE MOTION
 KA1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1831+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2008
 KA1831
 KA1831  HISTORY     - Date     Condition        Report By
 KA1831  HISTORY     - 1951     MONUMENTED       CGS
 KA1831  HISTORY     - 1960     GOOD             PCC
 KA1831  HISTORY     - 20080828 GOOD             PICI
 KA1831
 KA1831                          STATION DESCRIPTION
 KA1831
 KA1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KA1831'STATION IS LOCATED ABOUT 8-1/4 MILES SOUTH OF TERRE HAUTE AND 1-1/2
 KA1831'MILES SOUTH OF YOUNGSTOWN, NEAR THE SOUTHEAST CORNER OF
 KA1831'FEDERAL PRISON GROUNDS AND AT THE WEST EDGE OF THE RIGHT-OF-WAY OF
 KA1831'U.S. HIGHWAY 41. IT IS 76 FEET NORTH OF THE SOUTHEAST FENCE
 KA1831'CORNER OF THE PRISON GROUNDS, 50 FEET NORTH OF A 24 INCH HICKORY
 KA1831'TREE, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 KA1831'WEST OF A FENCE LINE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 KA1831'IS STAMPED VIGO 2 1951.
 KA1831'
 KA1831'NO. 101 IND. GEOD. S. WAS USED AS A REFERENCE MARK. IT IS 6 FEET
 KA1831'SOUTH OF THE SOUTHEAST FENCE CORNER OF THE PRISON GROUNDS AND 3
 KA1831'FEET SOUTHWEST OF A 36 INCH OAK TREE. THE MARK IS A 4 X 4 INCH SQUARE
 KA1831'CONCRETE POST WHICH IS FLUSH WITH THE GROUND WITH A U.S.C. AND G.S.
 KA1831'AND S.S. BRONZE DISK IN THE TOP STAMPED NO. 101.
 KA1831'
 KA1831'REFERENCE MARK NO. 2 IS 85 FEET WEST OF THE SOUTHEAST FENCE CORNER OF
 KA1831'THE PRISON GROUNDS, 70 FEET EAST OF TELEPHONE POLE NO. 428, 65
 KA1831'FEET SOUTH OF A 24 INCH OAK TREE AND 1 FOOT NORTH OF A FENCE. THE
 KA1831'MARK IS A CONCRETE FILLED, 6 INCH ROUND CAST IRON PIPE, SET IN
 KA1831'CONCRETE AND HAS A REFERENCE MARK DISK SET IN THE TOP WHICH IS
 KA1831'STAMPED VIGO 2 NO 2 1951.  THE MARK PROJECTS ABOUT 2 INCHES.
 KA1831'
 KA1831'AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A BARN ON PROPERTY OF AND
 KA1831'ABOUT 200 FEET EAST OF THE HOME OF MR. GROVER BOWLL AND IS 1
 KA1831'FOOT WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 KA1831'AND THE DISK IS STAMPED VIGO 2 1951.
 KA1831'
 KA1831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 41 IN
 KA1831'TERRE HAUTE, GO SOUTH ON HIGHWAY 41 FOR 9.3 MILES AND THE
 KA1831'STATION ON THE RIGHT, WEST SIDE OF ROAD AS DESCRIBED.
 KA1831'
 KA1831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 41
 KA1831'FOR 0.2 MILE TO A FARM LANE ON THE LEFT, TURN LEFT, EAST ON
 KA1831'LANE TO HOME OF MR. GROVER BOWLL, CONTINUE EAST FOR ABOUT 200 FEET TO
 KA1831'BARN ON THE LEFT AND THE MARK AT CORNER OF BARN AS DESCRIBED.
 KA1831'
 KA1831'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 KA1831
 KA1831                          STATION RECOVERY (1960)
 KA1831
 KA1831'RECOVERY NOTE BY PEABODY COAL COMPANY 1960 (RES)
 KA1831'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 KA1831'MARKS WERE NOT SEARCHED FOR.  A BUILDING IS OBSTRUCTING LINE OF
 KA1831'SIGHT FROM STATION TO AZIMUTH MARK.
 KA1831
 KA1831                          STATION RECOVERY (2008)
 KA1831
 KA1831'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 KA1831'24 INCH HICKORY TREE CALLED FOR IN DESCRIPTION IS GONE.  RM 1 (NO.
 KA1831'101) WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1829 ***********************************************************************
 KA1829  DESIGNATION -  VIGO PLT CHEM SER STK T 132
 KA1829  PID         -  KA1829
 KA1829  STATE/COUNTY-  IN/VIGO
 KA1829  COUNTRY     -  US
 KA1829  USGS QUAD   -  PIMENTO (2019)
 KA1829
 KA1829                         *CURRENT SURVEY CONTROL
 KA1829  ______________________________________________________________________
 KA1829* NAD 83(1997) POSITION- 39 22 01.82034(N) 087 23 52.82467(W)   ADJUSTED
 KA1829  ______________________________________________________________________
 KA1829  GEOID HEIGHT    -        -32.599 (meters)                     GEOID18
 KA1829  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 KA1829  HORZ ORDER      -  THIRD
 KA1829
 KA1829.The horizontal coordinates were established by classical geodetic methods
 KA1829.and adjusted by the National Geodetic Survey in May 1999.
 KA1829
 KA1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1829.GEOID18 height accuracy estimate available here.
 KA1829
 KA1829.Click photographs - Photos may exist for this station.
 KA1829
 KA1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1829
 KA1829. The following values were computed from the NAD 83(1997) position.
 KA1829
 KA1829;                    North         East     Units Scale Factor Converg.
 KA1829;SPC IN W     -   457,305.264   872,883.287   MT  0.99997572   -0 11 58.5
 KA1829;SPC IN W     - 1,500,342.35  2,863,784.58   sFT  0.99997572   -0 11 58.5
 KA1829;UTM  16      - 4,357,598.910   465,714.666   MT  0.99961447   -0 15 08.8
 KA1829
 KA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6571457598(NAD 83)
 KA1829
 KA1829                          SUPERSEDED SURVEY CONTROL
 KA1829
 KA1829  NAD 83(1986)-  39 22 01.82688(N)    087 23 52.81762(W) AD(       ) 3
 KA1829  NAD 27      -  39 22 01.68800(N)    087 23 52.74700(W) AD(       ) 3
 KA1829
 KA1829.Superseded values are not recommended for survey control.
 KA1829
 KA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1829.See file dsdata.pdf to determine how the superseded data were derived.
 KA1829
 KA1829_MARKER: 63 = STACK
 KA1829
 KA1829  HISTORY     - Date     Condition        Report By
 KA1829  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1829
 KA1829                          STATION DESCRIPTION
 KA1829
 KA1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1829'THIS IS AN INTERSECTION STATION.
 KA1829'
 KA1829'STATION IS 7.4 MILES SOUTH OF TERRE HAUTE, 0.4 MILE SOUTH OF THE MAIN
 KA1829'ENTRANCE GATE TO THE VIGO PLANT, AND 0.3 MILE WEST OF U.S.
 KA1829'HIGHWAY 41. IT IS A RED BRICK STRUCTURE, ABOUT 127 FEET HIGH, AND HAS
 KA1829'FOUR RED LIGHTS ON THE SIDES. IT IS THE BOILER HOUSE STACK FOR
 KA1829'THE HOSPITAL GROUP.
 KA1829'
 KA1829'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1828 ***********************************************************************
 KA1828  DESIGNATION -  VIGO PLT CHEM SER TK T 2103
 KA1828  PID         -  KA1828
 KA1828  STATE/COUNTY-  IN/VIGO
 KA1828  COUNTRY     -  US
 KA1828  USGS QUAD   -  PIMENTO (2019)
 KA1828
 KA1828                         *CURRENT SURVEY CONTROL
 KA1828  ______________________________________________________________________
 KA1828* NAD 83(1997) POSITION- 39 22 04.20199(N) 087 23 40.11486(W)   ADJUSTED
 KA1828  ______________________________________________________________________
 KA1828  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 KA1828  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 KA1828  HORZ ORDER      -  THIRD
 KA1828
 KA1828.The horizontal coordinates were established by classical geodetic methods
 KA1828.and adjusted by the National Geodetic Survey in May 1999.
 KA1828
 KA1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1828.GEOID18 height accuracy estimate available here.
 KA1828
 KA1828.Click photographs - Photos may exist for this station.
 KA1828
 KA1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1828
 KA1828. The following values were computed from the NAD 83(1997) position.
 KA1828
 KA1828;                    North         East     Units Scale Factor Converg.
 KA1828;SPC IN W     -   457,377.657   873,187.778   MT  0.99997551   -0 11 50.5
 KA1828;SPC IN W     - 1,500,579.86  2,864,783.57   sFT  0.99997551   -0 11 50.5
 KA1828;UTM  16      - 4,357,670.996   466,019.114   MT  0.99961422   -0 15 00.8
 KA1828
 KA1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6601957670(NAD 83)
 KA1828
 KA1828                          SUPERSEDED SURVEY CONTROL
 KA1828
 KA1828  NAD 83(1986)-  39 22 04.20851(N)    087 23 40.10781(W) AD(       ) 3
 KA1828  NAD 27      -  39 22 04.07100(N)    087 23 40.03700(W) AD(       ) 3
 KA1828
 KA1828.Superseded values are not recommended for survey control.
 KA1828
 KA1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1828.See file dsdata.pdf to determine how the superseded data were derived.
 KA1828
 KA1828_MARKER: 54 = WATER TOWER
 KA1828
 KA1828  HISTORY     - Date     Condition        Report By
 KA1828  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1828
 KA1828                          STATION DESCRIPTION
 KA1828
 KA1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1828'THIS IS AN INTERSECTION STATION.
 KA1828'
 KA1828'STATION IS 7.4 MILES SOUTH OF TERRE HAUTE, 0.4 MILE SOUTH OF THE MAIN
 KA1828'ENTRANCE GATE TO VIGO PLANT, AND 0.2 MILE WEST OF HIGHWAY 41. IT
 KA1828'IS A CYLINDRICAL, CONCRETE STRUCTURE, ABOUT 100 FEET HIGH, AND HAS
 KA1828'THE CAPACITY OF 250,000 GALLONS.  IT IS A STORAGE TANK FOR THE VIGO
 KA1828'PLANT.
 KA1828'
 KA1828'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2230 ***********************************************************************
 LB2230  DESIGNATION -  VILLAGE
 LB2230  PID         -  LB2230
 LB2230  STATE/COUNTY-  IN/WARREN
 LB2230  COUNTRY     -  US
 LB2230  USGS QUAD   -  PINE VILLAGE (2019)
 LB2230
 LB2230                         *CURRENT SURVEY CONTROL
 LB2230  ______________________________________________________________________
 LB2230* NAD 83(1997) POSITION- 40 28 33.18334(N) 087 15 15.69701(W)   ADJUSTED
 LB2230* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 LB2230  ______________________________________________________________________
 LB2230  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 LB2230  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 LB2230  HORZ ORDER      -  THIRD
 LB2230
 LB2230.The horizontal coordinates were established by classical geodetic methods
 LB2230.and adjusted by the National Geodetic Survey in May 1999.
 LB2230
 LB2230.The orthometric height was scaled from a topographic map.
 LB2230
 LB2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2230.GEOID18 height accuracy estimate available here.
 LB2230
 LB2230.Click photographs - Photos may exist for this station.
 LB2230
 LB2230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2230
 LB2230. The following values were computed from the NAD 83(1997) position.
 LB2230
 LB2230;                    North         East     Units Scale Factor Converg.
 LB2230;SPC IN W     -   580,371.738   885,497.718   MT  0.99996925   -0 06 39.7
 LB2230;SPC IN W     - 1,904,102.94  2,905,170.43   sFT  0.99996925   -0 06 39.7
 LB2230;UTM  16      - 4,480,608.961   478,439.345   MT  0.99960572   -0 09 54.4
 LB2230
 LB2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2230!SPC IN W     -   0.99997121  x   0.99996925  =   0.99994046
 LB2230!UTM  16      -   0.99997121  x   0.99960572  =   0.99957694
 LB2230
 LB2230:                Primary Azimuth Mark                     Grid Az
 LB2230:SPC IN W     -  D 98                                     357 22 12.1
 LB2230:UTM  16      -  D 98                                     357 25 26.8
 LB2230
 LB2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7843980608(NAD 83)
 LB2230
 LB2230|---------------------------------------------------------------------|
 LB2230| PID    Reference Object                     Distance      Geod. Az  |
 LB2230|                                                           dddmmss.s |
 LB2230| CM3919 VILLAGE RM 1                         13.161 METERS 04657     |
 LB2230| CM3920 VILLAGE RM 2                         12.099 METERS 20015     |
 LB2230| LB1511 D 98                                               3571532.4 |
 LB2230|---------------------------------------------------------------------|
 LB2230
 LB2230                          SUPERSEDED SURVEY CONTROL
 LB2230
 LB2230  NAD 83(1986)-  40 28 33.19107(N)    087 15 15.70666(W) AD(       ) 3
 LB2230  NAD 27      -  40 28 33.06790(N)    087 15 15.66420(W) AD(       ) 3
 LB2230
 LB2230.Superseded values are not recommended for survey control.
 LB2230
 LB2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2230.See file dsdata.pdf to determine how the superseded data were derived.
 LB2230
 LB2230_MARKER: DS = TRIANGULATION STATION DISK
 LB2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2230_STAMPING: VILLAGE 1955
 LB2230_MARK LOGO: CGS
 LB2230_PROJECTION: FLUSH
 LB2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2230+STABILITY: SURFACE MOTION
 LB2230
 LB2230  HISTORY     - Date     Condition        Report By
 LB2230  HISTORY     - 1955     MONUMENTED       CGS
 LB2230  HISTORY     - 20051015 MARK NOT FOUND   INDOT
 LB2230
 LB2230                          STATION DESCRIPTION
 LB2230
 LB2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2230'STATION IS LOCATED ABOUT 1.7 MILES NORTH OF PINE VILLAGE IN THE
 LB2230'SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 55 AND
 LB2230'WARREN-BENTON COUNTY LINE ROAD AND ON HIGHWAY RIGHT-OF-WAY.  IT IS
 LB2230'72 FEET SOUTH OF THE WARREN-BENTON COUNTY LINE MARKER, 49 FEET SOUTH
 LB2230'OF THE CENTER OF COUNTY LINE ROAD, 41 FEET EAST OF THE CENTER OF
 LB2230'STATE HIGHWAY 55, 4 FEET WEST OF A WHITE WITNESS POST AND 3 FEET
 LB2230'NORTHWEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2230'STAMPED VILLAGE 1955.
 LB2230'
 LB2230'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE CENTER OF COUNTY LINE
 LB2230'ROAD, 5 FEET SOUTHWEST OF FENCE CORNER AND 1 FOOT NORTH OF FENCE
 LB2230'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED VILLAGE NO 1
 LB2230'1955.
 LB2230'
 LB2230'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LB2230'55, 21 FEET SOUTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.
 LB2230'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED VILLAGE NO 2
 LB2230'1955.
 LB2230'
 LB2230'BENCH MARK D 98 WAS USED AS THE AZIMUTH MARK.  IT IS 21 FEET WEST OF
 LB2230'THE CENTER OF STATE HIGHWAY 55 AND 16 FEET EAST OF FENCE LINE.  THE
 LB2230'MARK IS A STANDARD U. S. C. AND G. SURVEY BENCH MARK DISK SET IN
 LB2230'DRILL HOLE IN THE SOUTH END OF THE WEST WINGWALL OF A CONCRETE
 LB2230'CULVERT.  THE MARK IS FLUSH WITH THE CONCRETE SURFACE AND THE
 LB2230'DISK IS STAMPED D 98 1946.
 LB2230'
 LB2230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 55
 LB2230'IN PINE VILLAGE, GO NORTH ON STATE HIGHWAY 55 FOR 1.75 MILES TO THE
 LB2230'WARREN-BENTON COUNTY LINE ROAD LEFT AND STATION IN THE SOUTHEAST
 LB2230'ANGLE AS DESCRIBED.
 LB2230'
 LB2230'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 LB2230'55 FOR 0.3 MILE TO CONCRETE CULVERT AND MARK ON THE WEST SIDE AS
 LB2230'DESCRIBED.
 LB2230'
 LB2230'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LB2230
 LB2230                          STATION RECOVERY (2005)
 LB2230
 LB2230'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2230'PROBABLY DESTROYED DUE TO CONSTRUCTION OF A DITCH
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2082 ***********************************************************************
 JA2082  DESIGNATION -  VINCENNES
 JA2082  PID         -  JA2082
 JA2082  STATE/COUNTY-  IN/KNOX
 JA2082  COUNTRY     -  US
 JA2082  USGS QUAD   -  VINCENNES (2019)
 JA2082
 JA2082                         *CURRENT SURVEY CONTROL
 JA2082  ______________________________________________________________________
 JA2082* NAD 83(1997) POSITION- 38 41 12.94385(N) 087 31 31.69021(W)   ADJUSTED
 JA2082* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 JA2082  ______________________________________________________________________
 JA2082  GEOID HEIGHT    -        -31.782 (meters)                     GEOID18
 JA2082  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 JA2082  HORZ ORDER      -  THIRD
 JA2082
 JA2082.The horizontal coordinates were established by classical geodetic methods
 JA2082.and adjusted by the National Geodetic Survey in May 1999.
 JA2082
 JA2082.The orthometric height was scaled from a topographic map.
 JA2082
 JA2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2082.GEOID18 height accuracy estimate available here.
 JA2082
 JA2082.Click photographs - Photos may exist for this station.
 JA2082
 JA2082.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2082
 JA2082. The following values were computed from the NAD 83(1997) position.
 JA2082
 JA2082;                    North         East     Units Scale Factor Converg.
 JA2082;SPC IN W     -   381,835.415   861,532.322   MT  0.99998488   -0 16 34.9
 JA2082;SPC IN W     - 1,252,738.36  2,826,543.96   sFT  0.99998488   -0 16 34.9
 JA2082;UTM  16      - 4,282,166.670   454,298.699   MT  0.99962572   -0 19 42.4
 JA2082
 JA2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2082!SPC IN W     -   0.99998461  x   0.99998488  =   0.99996949
 JA2082!UTM  16      -   0.99998461  x   0.99962572  =   0.99961034
 JA2082
 JA2082:                Primary Azimuth Mark                     Grid Az
 JA2082:SPC IN W     -  NEAL RESET                               169 07 13.3
 JA2082:UTM  16      -  NEAL RESET                               169 10 20.8
 JA2082
 JA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5429882166(NAD 83)
 JA2082
 JA2082|---------------------------------------------------------------------|
 JA2082| PID    Reference Object                     Distance      Geod. Az  |
 JA2082|                                                           dddmmss.s |
 JA2082| CG9351 VINCENNES RM 1                        9.368 METERS 04000     |
 JA2082| JA2083 VINCENNES MUNICIPAL TANK             12.437 METERS 09235     |
 JA2082| CG9352 VINCENNES RM 2                       10.157 METERS 14416     |
 JA2082| JA1949 NEAL RESET                          APPROX.12.6 KM 1685038.4 |
 JA2082| JA2081 VINCENNES PACKAGING CORP STACK      227.976 METERS 21258     |
 JA2082| JA2086 VINCENNES BLACKFORD GLASS STK       APPROX. 1.8 KM 2131948.3 |
 JA2082| JA2085 VINCENNES ST FRANCIS CATH CH        APPROX. 1.2 KM 2202158.9 |
 JA2082| CG9353 VINCENNES RM 3                       88.209 METERS 25433     |
 JA2082|---------------------------------------------------------------------|
 JA2082
 JA2082                          SUPERSEDED SURVEY CONTROL
 JA2082
 JA2082  NAD 83(1986)-  38 41 12.95327(N)    087 31 31.69041(W) AD(       ) 3
 JA2082  NAD 27      -  38 41 12.78378(N)    087 31 31.60512(W) AD(       ) 3
 JA2082
 JA2082.Superseded values are not recommended for survey control.
 JA2082
 JA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2082.See file dsdata.pdf to determine how the superseded data were derived.
 JA2082
 JA2082_MARKER: DS = TRIANGULATION STATION DISK
 JA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2082_STAMPING: VINCENNES 1967
 JA2082_MARK LOGO: CGS
 JA2082_PROJECTION: FLUSH
 JA2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2082+STABILITY: SURFACE MOTION
 JA2082
 JA2082  HISTORY     - Date     Condition        Report By
 JA2082  HISTORY     - 1967     MONUMENTED       CGS
 JA2082
 JA2082                          STATION DESCRIPTION
 JA2082
 JA2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2082'THE STATION IS LOCATED ON THE NORTH EDGE OF VINCENNES.  OBSERVATIONS
 JA2082'WERE MADE FROM A 4 FOOT STAND ON THE CATWALK AT THE WEST SIDE OF THE
 JA2082'VINCENNES MUNICIPAL WATER TANK AND OVER THE STATION MARK ON THE
 JA2082'GROUND.  PERMISSION WAS OBTAINED FROM MR M H SCHWARTZ, GENERAL MANAGER
 JA2082'OF THE VINCENNES WATER DEPARTMENT.
 JA2082'
 JA2082'TO REACH THE STATION FROM THE COURTHOUSE IN VINCENNES, GO EAST ON 7TH
 JA2082'STREET FOR 0.5 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 JA2082'COLLEGE AVENUE FOR 0.4 MILE TO A CROSS STREET.  TURN LEFT AND GO WEST
 JA2082'ON 1ST STREET FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 JA2082'NORTH ON HARRISON AVENUE FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 JA2082'DESCRIBED.
 JA2082'
 JA2082'STATION MARK, A STANDARD DISK STAMPED VINCENNES 1967 IS SET IN THE TOP
 JA2082'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JA2082'IT IS 79 FEET SOUTHWEST OF THE CENTER OF A GATE, 31 FEET SOUTHEAST OF
 JA2082'A FENCE CORNER AND 16.5 FEET EAST OF A FENCE.
 JA2082'
 JA2082'RM NO 1, A STANDARD DISK STAMPED VINCENNES NO 1 1967 IS CEMENTED IN A
 JA2082'DRILL HOLE IN A CONCRETE FOUNDATION AND IS FLUSH WITH THE GROUND
 JA2082'SURFACE.  IT IS 48.6 FEET EAST OF A FENCE CORNER AND 17.3 FEET SOUTH
 JA2082'OF A FENCE.
 JA2082'
 JA2082'RM NO 2, A STANDARD DISK STAMPED VINCENNES NO 2 1967 IS CEMENTED IN A
 JA2082'DRILL HOLE IN A CONCRETE FOUNDATION AND IS FLUSH WITH THE GROUND
 JA2082'SURFACE.  IT IS 26.5 FEET NORTH OF A SMALL BRICK UTILITY HOUSE AND
 JA2082'18.5 FEET EAST OF A FENCE.
 JA2082'
 JA2082'RM NO 3, A STANDARD DISK STAMPED VINCENNES NO 3 1967 IS SET IN THE TOP
 JA2082'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JA2082'IT IS 26.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK
 JA2082'AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 JA2082'
 JA2082'HEIGHT OF LIGHT ABOVE STATION MARK 46 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2086 ***********************************************************************
 JA2086  DESIGNATION -  VINCENNES BLACKFORD GLASS STK
 JA2086  PID         -  JA2086
 JA2086  STATE/COUNTY-  IN/KNOX
 JA2086  COUNTRY     -  US
 JA2086  USGS QUAD   -  VINCENNES (2019)
 JA2086
 JA2086                         *CURRENT SURVEY CONTROL
 JA2086  ______________________________________________________________________
 JA2086* NAD 83(1997) POSITION- 38 40 23.71932(N) 087 32 12.98243(W)   ADJUSTED
 JA2086  ______________________________________________________________________
 JA2086  GEOID HEIGHT    -        -31.757 (meters)                     GEOID18
 JA2086  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 JA2086  HORZ ORDER      -  THIRD
 JA2086
 JA2086.The horizontal coordinates were established by classical geodetic methods
 JA2086.and adjusted by the National Geodetic Survey in May 1999.
 JA2086
 JA2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2086.GEOID18 height accuracy estimate available here.
 JA2086
 JA2086.Click photographs - Photos may exist for this station.
 JA2086
 JA2086.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2086
 JA2086. The following values were computed from the NAD 83(1997) position.
 JA2086
 JA2086;                    North         East     Units Scale Factor Converg.
 JA2086;SPC IN W     -   380,322.446   860,526.864   MT  0.99998585   -0 17 00.4
 JA2086;SPC IN W     - 1,247,774.56  2,823,245.22   sFT  0.99998585   -0 17 00.4
 JA2086;UTM  16      - 4,280,655.159   453,292.228   MT  0.99962686   -0 20 07.9
 JA2086
 JA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5329280655(NAD 83)
 JA2086
 JA2086                          SUPERSEDED SURVEY CONTROL
 JA2086
 JA2086  NAD 83(1986)-  38 40 23.72818(N)    087 32 12.98318(W) AD(       ) 3
 JA2086  NAD 27      -  38 40 23.56085(N)    087 32 12.89517(W) AD(       ) 3
 JA2086
 JA2086.Superseded values are not recommended for survey control.
 JA2086
 JA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2086.See file dsdata.pdf to determine how the superseded data were derived.
 JA2086
 JA2086_MARKER: 63 = STACK
 JA2086
 JA2086  HISTORY     - Date     Condition        Report By
 JA2086  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2086
 JA2086                          STATION DESCRIPTION
 JA2086
 JA2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2086'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF VINCENNES.
 JA2086'
 JA2086'TO REACH THE STATION FROM THE POST OFFICE IN VINCENNES, GO WEST ON
 JA2086'5TH STREET FOR 0.5
 JA2086'MILE TO A T INTERSECTION.  TURN LEFT AND GO SOUTH
 JA2086'ON WILLOW STREET FOR 0.1 MILE TO THE
 JA2086'STATION ON THE RIGHT.
 JA2086'
 JA2086'THE STACK IS A RED BRICK STRUCTURE WHICH IS ABOUT 175 FEET HIGH.
 JA2086'
 JA2086'THE POINT INTERSECTED IS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1950 ***********************************************************************
 JA1950  DESIGNATION -  VINCENNES CHURCH STEEPLE
 JA1950  PID         -  JA1950
 JA1950  STATE/COUNTY-  IN/KNOX
 JA1950  COUNTRY     -  US
 JA1950  USGS QUAD   -  FRITCHTON (2019)
 JA1950
 JA1950                         *CURRENT SURVEY CONTROL
 JA1950  ______________________________________________________________________
 JA1950* NAD 83(1997) POSITION- 38 38 45.56143(N) 087 29 36.38289(W)   ADJUSTED
 JA1950  ______________________________________________________________________
 JA1950  GEOID HEIGHT    -        -31.795 (meters)                     GEOID18
 JA1950  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 JA1950  HORZ ORDER      -  THIRD
 JA1950
 JA1950.The horizontal coordinates were established by classical geodetic methods
 JA1950.and adjusted by the National Geodetic Survey in May 1999.
 JA1950
 JA1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1950.GEOID18 height accuracy estimate available here.
 JA1950
 JA1950.Click photographs - Photos may exist for this station.
 JA1950
 JA1950.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1950
 JA1950. The following values were computed from the NAD 83(1997) position.
 JA1950
 JA1950;                    North         East     Units Scale Factor Converg.
 JA1950;SPC IN W     -   377,277.921   864,298.736   MT  0.99998236   -0 15 22.0
 JA1950;SPC IN W     - 1,237,785.98  2,835,620.10   sFT  0.99998236   -0 15 22.0
 JA1950;UTM  16      - 4,277,608.302   457,059.977   MT  0.99962271   -0 18 29.4
 JA1950
 JA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5705977608(NAD 83)
 JA1950
 JA1950                          SUPERSEDED SURVEY CONTROL
 JA1950
 JA1950  NAD 83(1986)-  38 38 45.57059(N)    087 29 36.38237(W) AD(       ) 3
 JA1950  NAD 27      -  38 38 45.40000(N)    087 29 36.30000(W) AD(       ) 3
 JA1950
 JA1950.Superseded values are not recommended for survey control.
 JA1950
 JA1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1950.See file dsdata.pdf to determine how the superseded data were derived.
 JA1950
 JA1950_MARKER: 90 = CHURCH SPIRE
 JA1950
 JA1950  HISTORY     - Date     Condition        Report By
 JA1950  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA1950
 JA1950                          STATION DESCRIPTION
 JA1950
 JA1950'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DG4803 ***********************************************************************
 DG4803  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4803  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4803  DESIGNATION -  VINCENNES COOP CORS ARP
 DG4803  CORS_ID     -  VINU
 DG4803  PID         -  DG4803
 DG4803  STATE/COUNTY-  IN/KNOX
 DG4803  COUNTRY     -  US
 DG4803  USGS QUAD   -  VINCENNES (2019)
 DG4803
 DG4803                         *CURRENT SURVEY CONTROL
 DG4803  ______________________________________________________________________
 DG4803* NAD 83(2011) POSITION- 38 41 21.47093(N) 087 31 22.91770(W)   ADJUSTED
 DG4803* NAD 83(2011) ELLIP HT-   106.722 (meters)        (04/??/25)   ADJUSTED
 DG4803* NAD 83(2011) EPOCH   -  2010.00
 DG4803* NAVD 88 ORTHO HEIGHT -   138.50  (meters)      454.4   (feet) GPS OBS
 DG4803  ______________________________________________________________________
 DG4803  GEOID HEIGHT    -        -31.787 (meters)                     GEOID18
 DG4803  NAD 83(2011) X  -    215,442.498 (meters)                     COMP
 DG4803  NAD 83(2011) Y  - -4,980,386.644 (meters)                     COMP
 DG4803  NAD 83(2011) Z  -  3,965,519.794 (meters)                     COMP
 DG4803
 DG4803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4803  Standards:
 DG4803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4803  -------------------------------------------------------------------
 DG4803  NETWORK    0.12   0.22           0.06   0.02   0.11     -0.26514700
 DG4803  -------------------------------------------------------------------
 DG4803
 DG4803.The coordinates were established by GPS observations
 DG4803.and adjusted by the National Geodetic Survey in April 2025.
 DG4803
 DG4803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4803.been affixed to the stable North American Tectonic Plate. 
 DG4803
 DG4803.The coordinates are valid at the epoch date displayed above
 DG4803.which is a decimal equivalence of Year/Month/Day.
 DG4803
 DG4803.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG4803.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG4803.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG4803.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG4803.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG4803.published epoch of 2010.00.
 DG4803
 DG4803.Additional information on MYCS is available at:
 DG4803.https://geodesy.noaa.gov/CORS/index.shtml
 DG4803
 DG4803.The orthometric height was determined by GPS observations and a
 DG4803.high-resolution geoid model using precise GPS observation and
 DG4803.processing techniques.
 DG4803
 DG4803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4803.GEOID18 height accuracy estimate available here.
 DG4803
 DG4803.The PID for the CORS L1 Phase Center is DP3825.
 DG4803
 DG4803.Click photographs - Photos may exist for this station.
 DG4803
 DG4803.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4803
 DG4803.The ellipsoidal height was determined by GPS observations
 DG4803.and is referenced to NAD 83.
 DG4803
 DG4803. The following values were computed from the NAD 83(2011) position.
 DG4803
 DG4803;                    North         East     Units Scale Factor Converg.
 DG4803;SPC IN W     -   382,097.329   861,745.597   MT  0.99998468   -0 16 29.5
 DG4803;SPC IN W     - 1,253,597.65  2,827,243.68   sFT  0.99998468   -0 16 29.5
 DG4803;UTM  16      - 4,282,428.296   454,512.135   MT  0.99962548   -0 19 37.0
 DG4803
 DG4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4803!SPC IN W     -   0.99998326  x   0.99998468  =   0.99996794
 DG4803!UTM  16      -   0.99998326  x   0.99962548  =   0.99960874
 DG4803
 DG4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5451282428(NAD 83)
 DG4803
 DG4803                          SUPERSEDED SURVEY CONTROL
 DG4803
 DG4803  NAD 83(2011)-  38 41 21.47121(N)    087 31 22.91760(W) AD(2010.00) c
 DG4803  ELLIP H (06/??/19)  106.703  (m)                       GP(2010.00) c c
 DG4803  NAD 83(2011)-  38 41 21.47146(N)    087 31 22.91768(W) AD(2010.00) c
 DG4803  NAD 83(2011)-  38 41 21.47121(N)    087 31 22.91755(W) AD(2010.00) c
 DG4803  ELLIP H (08/??/11)  106.704  (m)                       GP(2010.00) c c
 DG4803  NAD 83(CORS)-  38 41 21.47104(N)    087 31 22.91818(W) AD(2002.00) c
 DG4803  ELLIP H (03/??/04)  106.710  (m)                       GP(2002.00) c c
 DG4803
 DG4803.Superseded values are not recommended for survey control.
 DG4803
 DG4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4803.See file dsdata.pdf to determine how the superseded data were derived.
 DG4803
 DG4803_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4803
 DG4803                          STATION DESCRIPTION
 DG4803
 DG4803'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG4803'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG4803'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG4803'AND LOG FILES ACCESSIBLE AT:
 DG4803'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2080 ***********************************************************************
 JA2080  DESIGNATION -  VINCENNES CTHSE CENTER CUPOLA
 JA2080  PID         -  JA2080
 JA2080  STATE/COUNTY-  IN/KNOX
 JA2080  COUNTRY     -  US
 JA2080  USGS QUAD   -  VINCENNES (2019)
 JA2080
 JA2080                         *CURRENT SURVEY CONTROL
 JA2080  ______________________________________________________________________
 JA2080* NAD 83(1997) POSITION- 38 40 35.27426(N) 087 31 37.56098(W)   ADJUSTED
 JA2080* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 JA2080  ______________________________________________________________________
 JA2080  GEOID HEIGHT    -        -31.773 (meters)                     GEOID18
 JA2080  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 JA2080  HORZ ORDER      -  SECOND
 JA2080
 JA2080.The horizontal coordinates were established by classical geodetic methods
 JA2080.and adjusted by the National Geodetic Survey in May 1999.
 JA2080
 JA2080.The orthometric height was scaled from a topographic map.
 JA2080
 JA2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2080.GEOID18 height accuracy estimate available here.
 JA2080
 JA2080.Click photographs - Photos may exist for this station.
 JA2080
 JA2080.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2080
 JA2080. The following values were computed from the NAD 83(1997) position.
 JA2080
 JA2080;                    North         East     Units Scale Factor Converg.
 JA2080;SPC IN W     -   380,674.554   861,384.815   MT  0.99998502   -0 16 38.4
 JA2080;SPC IN W     - 1,248,929.77  2,826,060.01   sFT  0.99998502   -0 16 38.4
 JA2080;UTM  16      - 4,281,006.360   454,150.190   MT  0.99962589   -0 19 45.8
 JA2080
 JA2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2080!SPC IN W     -   0.99997520  x   0.99998502  =   0.99996022
 JA2080!UTM  16      -   0.99997520  x   0.99962589  =   0.99960109
 JA2080
 JA2080:                Primary Azimuth Mark                     Grid Az
 JA2080:SPC IN W     -  WOLF HILL 1885                           015 32 28.3
 JA2080:UTM  16      -  WOLF HILL 1885                           015 35 35.7
 JA2080
 JA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5415081006(NAD 83)
 JA2080
 JA2080|---------------------------------------------------------------------|
 JA2080| PID    Reference Object                     Distance      Geod. Az  |
 JA2080|                                                           dddmmss.s |
 JA2080| JA1960 WOLF HILL 1885                      APPROX.14.1 KM 0151549.9 |
 JA2080|---------------------------------------------------------------------|
 JA2080
 JA2080                          SUPERSEDED SURVEY CONTROL
 JA2080
 JA2080  NAD 83(1986)-  38 40 35.28217(N)    087 31 37.56122(W) AD(       ) 2
 JA2080  NAD 27      -  38 40 35.10664(N)    087 31 37.47546(W) AD(       ) 2
 JA2080  USSD        -  38 40 35.21600(N)    087 31 37.35400(W) AD(       ) 3
 JA2080
 JA2080.Superseded values are not recommended for survey control.
 JA2080
 JA2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2080.See file dsdata.pdf to determine how the superseded data were derived.
 JA2080
 JA2080_MARKER: 86 = CUPOLA
 JA2080
 JA2080  HISTORY     - Date     Condition        Report By
 JA2080  HISTORY     - 1885     FIRST OBSERVED   CGS
 JA2080  HISTORY     - 1968     GOOD             CGS
 JA2080  HISTORY     - 20080930 GOOD             GEOCAC
 JA2080
 JA2080                          STATION DESCRIPTION
 JA2080
 JA2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2080'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION WAS NOT
 JA2080'DESCRIBED IN 1885.
 JA2080'A COMPLETE DESCRIPTION FOLLOWS.
 JA2080'
 JA2080'THE STATION IS LOCATED IN THE CENTER OF VINCENNES, IN THE SOUTHEAST
 JA2080'ANGLE OF THE
 JA2080'INTERSECTION OF BUSSERON AND 7TH STREETS.
 JA2080'
 JA2080'THE STATION IS THE CENTER CUPOLA OF THE KNOX COUNTY COURTHOUSE.  IT
 JA2080'IS GRAY IN COLOR
 JA2080'AND APPROXIMATELY 125 FEET IN HEIGHT.
 JA2080'
 JA2080'POINT INTERSECTED WAS TOP AND CENTER OF THE CUPOLA.
 JA2080
 JA2080                          STATION RECOVERY (2008)
 JA2080
 JA2080'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA2080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2083 ***********************************************************************
 JA2083  DESIGNATION -  VINCENNES MUNICIPAL TANK
 JA2083  PID         -  JA2083
 JA2083  STATE/COUNTY-  IN/KNOX
 JA2083  COUNTRY     -  US
 JA2083  USGS QUAD   -  VINCENNES (2019)
 JA2083
 JA2083                         *CURRENT SURVEY CONTROL
 JA2083  ______________________________________________________________________
 JA2083* NAD 83(1997) POSITION- 38 41 12.92570(N) 087 31 31.17613(W)   ADJUSTED
 JA2083  ______________________________________________________________________
 JA2083  GEOID HEIGHT    -        -31.782 (meters)                     GEOID18
 JA2083  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 JA2083  HORZ ORDER      -  THIRD
 JA2083
 JA2083.The horizontal coordinates were established by classical geodetic methods
 JA2083.and adjusted by the National Geodetic Survey in May 1999.
 JA2083
 JA2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2083.GEOID18 height accuracy estimate available here.
 JA2083
 JA2083.Click photographs - Photos may exist for this station.
 JA2083
 JA2083.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2083
 JA2083. The following values were computed from the NAD 83(1997) position.
 JA2083
 JA2083;                    North         East     Units Scale Factor Converg.
 JA2083;SPC IN W     -   381,834.795   861,544.744   MT  0.99998487   -0 16 34.6
 JA2083;SPC IN W     - 1,252,736.32  2,826,584.71   sFT  0.99998487   -0 16 34.6
 JA2083;UTM  16      - 4,282,166.039   454,311.116   MT  0.99962571   -0 19 42.1
 JA2083
 JA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5431182166(NAD 83)
 JA2083
 JA2083                          SUPERSEDED SURVEY CONTROL
 JA2083
 JA2083  NAD 83(1986)-  38 41 12.93419(N)    087 31 31.17636(W) AD(       ) 3
 JA2083  NAD 27      -  38 41 12.76568(N)    087 31 31.09102(W) AD(       ) 3
 JA2083
 JA2083.Superseded values are not recommended for survey control.
 JA2083
 JA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2083.See file dsdata.pdf to determine how the superseded data were derived.
 JA2083
 JA2083_MARKER: 53 = ELEVATED TANK
 JA2083
 JA2083  HISTORY     - Date     Condition        Report By
 JA2083  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2083  HISTORY     - 20080930 GOOD             GEOCAC
 JA2083
 JA2083                          STATION DESCRIPTION
 JA2083
 JA2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2083'THE STATION IS LOCATED ON THE NORTH EDGE OF VINCENNES.
 JA2083'
 JA2083'TO REACH THE STATION FROM THE COURTHOUSE IN VINCENNES, GO EAST ON 7TH
 JA2083'STREET FOR 0.5
 JA2083'MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 JA2083'COLLEGE AVENUE FOR 0.4 MILE TO A
 JA2083'CROSS STREET.  TURN LEFT AND GO WEST
 JA2083'ON 1ST STREET FOR 0.05 MILE TO A CROSS STREET.
 JA2083'TURN RIGHT AND GO
 JA2083'NORTH ON HARRISON AVENUE FOR 0.1 MILE TO THE STATION ON THE RIGHT
 JA2083'AS DESCRIBED.
 JA2083'
 JA2083'THE SILVER TANK IS ABOUT 165 FEET TALL, SUPPORTED BY 10 LEGS, WITH
 JA2083'VINCENNES PAINTED
 JA2083'ON THE EAST AND WEST SIDE.
 JA2083'
 JA2083'THE POINT INTERSECTED WAS TOP AND CENTER.
 JA2083'
 JA2083'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VINCENNES,
 JA2083'THE DISTANCE BEING
 JA2083'12.438 METERS OR 40.81 FEET EAST OF STATION VINCENNES.
 JA2083
 JA2083                          STATION RECOVERY (2008)
 JA2083
 JA2083'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA2083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2081 ***********************************************************************
 JA2081  DESIGNATION -  VINCENNES PACKAGING CORP STACK
 JA2081  PID         -  JA2081
 JA2081  STATE/COUNTY-  IN/KNOX
 JA2081  COUNTRY     -  US
 JA2081  USGS QUAD   -  VINCENNES (2019)
 JA2081
 JA2081                         *CURRENT SURVEY CONTROL
 JA2081  ______________________________________________________________________
 JA2081* NAD 83(1997) POSITION- 38 41 06.74060(N) 087 31 36.82206(W)   ADJUSTED
 JA2081  ______________________________________________________________________
 JA2081  GEOID HEIGHT    -        -31.779 (meters)                     GEOID18
 JA2081  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 JA2081  HORZ ORDER      -  THIRD
 JA2081
 JA2081.The horizontal coordinates were established by classical geodetic methods
 JA2081.and adjusted by the National Geodetic Survey in May 1999.
 JA2081
 JA2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2081.GEOID18 height accuracy estimate available here.
 JA2081
 JA2081.Click photographs - Photos may exist for this station.
 JA2081
 JA2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2081
 JA2081. The following values were computed from the NAD 83(1997) position.
 JA2081
 JA2081;                    North         East     Units Scale Factor Converg.
 JA2081;SPC IN W     -   381,644.736   861,407.370   MT  0.99998500   -0 16 38.1
 JA2081;SPC IN W     - 1,252,112.77  2,826,134.01   sFT  0.99998500   -0 16 38.1
 JA2081;UTM  16      - 4,281,976.173   454,173.619   MT  0.99962586   -0 19 45.6
 JA2081
 JA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5417381976(NAD 83)
 JA2081
 JA2081                          SUPERSEDED SURVEY CONTROL
 JA2081
 JA2081  NAD 83(1986)-  38 41 06.74968(N)    087 31 36.82242(W) AD(       ) 3
 JA2081  NAD 27      -  38 41 06.57901(N)    087 31 36.73696(W) AD(       ) 3
 JA2081
 JA2081.Superseded values are not recommended for survey control.
 JA2081
 JA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2081.See file dsdata.pdf to determine how the superseded data were derived.
 JA2081
 JA2081_MARKER: 63 = STACK
 JA2081
 JA2081  HISTORY     - Date     Condition        Report By
 JA2081  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2081
 JA2081                          STATION DESCRIPTION
 JA2081
 JA2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2081'THE STATION IS LOCATED IN THE NORTH EDGE OF VINCENNES.
 JA2081'
 JA2081'TO REACH THE STATION FROM THE COURTHOUSE IN VINCENNES, GO EAST ON 7TH
 JA2081'STREET FOR 0.25
 JA2081'MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 JA2081'HART STREET FOR 0.45 MILE TO A
 JA2081'CROSS STREET.  TURN RIGHT AND GO EAST
 JA2081'ON 1ST STREET FOR 0.05 MILE TO THE STATION ON THE LEFT
 JA2081'
 JA2081'THE METAL STACK IS 200 FEET HIGH AND IS SILVER IN COLOR.
 JA2081'
 JA2081'THE POINT INTERSECTED WAS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2084 ***********************************************************************
 JA2084  DESIGNATION -  VINCENNES RAD KBU 406
 JA2084  PID         -  JA2084
 JA2084  STATE/COUNTY-  IN/KNOX
 JA2084  COUNTRY     -  US
 JA2084  USGS QUAD   -  VINCENNES (2019)
 JA2084
 JA2084                         *CURRENT SURVEY CONTROL
 JA2084  ______________________________________________________________________
 JA2084* NAD 83(1997) POSITION- 38 41 28.96256(N) 087 30 13.95959(W)   ADJUSTED
 JA2084  ______________________________________________________________________
 JA2084  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 JA2084  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 JA2084  HORZ ORDER      -  THIRD
 JA2084
 JA2084.The horizontal coordinates were established by classical geodetic methods
 JA2084.and adjusted by the National Geodetic Survey in May 1999.
 JA2084
 JA2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2084.GEOID18 height accuracy estimate available here.
 JA2084
 JA2084.Click photographs - Photos may exist for this station.
 JA2084
 JA2084.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2084
 JA2084. The following values were computed from the NAD 83(1997) position.
 JA2084
 JA2084;                    North         East     Units Scale Factor Converg.
 JA2084;SPC IN W     -   382,320.514   863,413.175   MT  0.99998314   -0 15 46.4
 JA2084;SPC IN W     - 1,254,329.89  2,832,714.72   sFT  0.99998314   -0 15 46.4
 JA2084;UTM  16      - 4,282,649.885   456,179.317   MT  0.99962365   -0 18 54.0
 JA2084
 JA2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5617982649(NAD 83)
 JA2084
 JA2084                          SUPERSEDED SURVEY CONTROL
 JA2084
 JA2084  NAD 83(1986)-  38 41 28.97172(N)    087 30 13.95857(W) AD(       ) 3
 JA2084  NAD 27      -  38 41 28.80155(N)    087 30 13.87555(W) AD(       ) 3
 JA2084
 JA2084.Superseded values are not recommended for survey control.
 JA2084
 JA2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2084.See file dsdata.pdf to determine how the superseded data were derived.
 JA2084
 JA2084_MARKER: 42 = RADIO/TV MAST
 JA2084
 JA2084  HISTORY     - Date     Condition        Report By
 JA2084  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2084
 JA2084                          STATION DESCRIPTION
 JA2084
 JA2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2084'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  LOCATED ABOUT 1.5
 JA2084'MILES NORTH OF THE
 JA2084'BUSINESS DISTRICT OF VINCENNES.  IT IS A GUYED
 JA2084'STEEL MAST, PAINTED IN ALTERNATE
 JA2084'SECTIONS OF RED AND WHITE AND HAS A
 JA2084'FLASHING RED LIGHT AT THE TOP.  THE MAST IS 300
 JA2084'FEET HIGH AND IS
 JA2084'OWNED AND OPERATED BY THE INDIANA STATE HIGHWAY COMMISSION.
 JA2084'
 JA2084'TO REACH FROM THE JUNCTION OF U S HIGHWAY 41, CITY ROUTE 50 AND STATE
 JA2084'HIGHWAY 61 (SIXTH
 JA2084'AND ST CLAIR STREETS), GO NORTH ON U S HIGHWAY 41
 JA2084'AND CITY ROUTE 50 (SIXTH ST) FOR
 JA2084'0.65 MILE TO A SIDE ROAD LEFT, AT
 JA2084'THE NORTH SIDE OF THE INDIANA STATE HIGHWAY
 JA2084'COMMISSION BUILDING.
 JA2084'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A
 JA2084'DRIVEWAY ON THE
 JA2084'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY 0.1 MILE TO THE
 JA2084'MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2085 ***********************************************************************
 JA2085  DESIGNATION -  VINCENNES ST FRANCIS CATH CH
 JA2085  PID         -  JA2085
 JA2085  STATE/COUNTY-  IN/KNOX
 JA2085  COUNTRY     -  US
 JA2085  USGS QUAD   -  VINCENNES (2019)
 JA2085
 JA2085                         *CURRENT SURVEY CONTROL
 JA2085  ______________________________________________________________________
 JA2085* NAD 83(1997) POSITION- 38 40 44.43447(N) 087 32 02.60568(W)   ADJUSTED
 JA2085  ______________________________________________________________________
 JA2085  GEOID HEIGHT    -        -31.765 (meters)                     GEOID18
 JA2085  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 JA2085  HORZ ORDER      -  THIRD
 JA2085
 JA2085.The horizontal coordinates were established by classical geodetic methods
 JA2085.and adjusted by the National Geodetic Survey in May 1999.
 JA2085
 JA2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2085.GEOID18 height accuracy estimate available here.
 JA2085
 JA2085.Click photographs - Photos may exist for this station.
 JA2085
 JA2085.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2085
 JA2085. The following values were computed from the NAD 83(1997) position.
 JA2085
 JA2085;                    North         East     Units Scale Factor Converg.
 JA2085;SPC IN W     -   380,959.963   860,780.837   MT  0.99998560   -0 16 54.1
 JA2085;SPC IN W     - 1,249,866.15  2,824,078.46   sFT  0.99998560   -0 16 54.1
 JA2085;UTM  16      - 4,281,292.216   453,546.689   MT  0.99962657   -0 20 01.6
 JA2085
 JA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5354681292(NAD 83)
 JA2085
 JA2085                          SUPERSEDED SURVEY CONTROL
 JA2085
 JA2085  NAD 83(1986)-  38 40 44.44340(N)    087 32 02.60640(W) AD(       ) 3
 JA2085  NAD 27      -  38 40 44.27357(N)    087 32 02.52016(W) AD(       ) 3
 JA2085
 JA2085.Superseded values are not recommended for survey control.
 JA2085
 JA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2085.See file dsdata.pdf to determine how the superseded data were derived.
 JA2085
 JA2085_MARKER: 91 = CHURCH CROSS
 JA2085
 JA2085  HISTORY     - Date     Condition        Report By
 JA2085  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2085  HISTORY     - 20080930 GOOD             GEOCAC
 JA2085
 JA2085                          STATION DESCRIPTION
 JA2085
 JA2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2085'STATION IS LOCATED IN THE NORTHWEST EDGE OF VINCENNES.
 JA2085'
 JA2085'TO REACH THE STATION FROM THE POST OFFICE IN VINCENNES, GO WEST ON
 JA2085'5TH STREET FOR 0.1
 JA2085'MILE TO A CROSS STREET.  TURN RIGHT AND GO NORTH
 JA2085'ON VIGO STREET FOR 0.2 MILE TO THE
 JA2085'STATION ON THE LEFT.
 JA2085'
 JA2085'THE SPIRE ATOP THE WHITE CHURCH IS ABOUT 125 FEET HIGH AND HAS A GOLD
 JA2085'CROSS ON THE TOP.
 JA2085'
 JA2085'POINT INTERSECTED WAS TOP AND CENTER.
 JA2085
 JA2085                          STATION RECOVERY (2008)
 JA2085
 JA2085'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 JA2085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1951 ***********************************************************************
 JA1951  DESIGNATION -  VINCENNES ST VINCENT SCH TANK
 JA1951  PID         -  JA1951
 JA1951  STATE/COUNTY-  IN/KNOX
 JA1951  COUNTRY     -  US
 JA1951  USGS QUAD   -  FRITCHTON (2019)
 JA1951
 JA1951                         *CURRENT SURVEY CONTROL
 JA1951  ______________________________________________________________________
 JA1951* NAD 83(1997) POSITION- 38 38 43.75543(N) 087 29 34.49924(W)   ADJUSTED
 JA1951  ______________________________________________________________________
 JA1951  GEOID HEIGHT    -        -31.796 (meters)                     GEOID18
 JA1951  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 JA1951  HORZ ORDER      -  THIRD
 JA1951
 JA1951.The horizontal coordinates were established by classical geodetic methods
 JA1951.and adjusted by the National Geodetic Survey in May 1999.
 JA1951
 JA1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1951.GEOID18 height accuracy estimate available here.
 JA1951
 JA1951.Click photographs - Photos may exist for this station.
 JA1951
 JA1951.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1951
 JA1951. The following values were computed from the NAD 83(1997) position.
 JA1951
 JA1951;                    North         East     Units Scale Factor Converg.
 JA1951;SPC IN W     -   377,222.029   864,344.037   MT  0.99998232   -0 15 20.8
 JA1951;SPC IN W     - 1,237,602.61  2,835,768.73   sFT  0.99998232   -0 15 20.8
 JA1951;UTM  16      - 4,277,552.390   457,105.211   MT  0.99962266   -0 18 28.2
 JA1951
 JA1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5710577552(NAD 83)
 JA1951
 JA1951                          SUPERSEDED SURVEY CONTROL
 JA1951
 JA1951  NAD 83(1986)-  38 38 43.76389(N)    087 29 34.49853(W) AD(       ) 3
 JA1951  NAD 27      -  38 38 43.59021(N)    087 29 34.41266(W) AD(       ) 3
 JA1951
 JA1951.Superseded values are not recommended for survey control.
 JA1951
 JA1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1951.See file dsdata.pdf to determine how the superseded data were derived.
 JA1951
 JA1951_MARKER: 53 = ELEVATED TANK
 JA1951
 JA1951  HISTORY     - Date     Condition        Report By
 JA1951  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1951
 JA1951                          STATION DESCRIPTION
 JA1951
 JA1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1951'THE STATION IS LOCATED ON THE SOUTH EDGE OF VINCENNES.
 JA1951'
 JA1951'TO REACH THE STATION FROM THE POST OFFICE IN VINCENNES, GO SOUTH ON
 JA1951'BUSSERON STREET
 JA1951'FOR 0.75 MILE TO A T INTERSECTION.  TURN RIGHT AND GO
 JA1951'WEST ON 15TH STREET FOR 0.1 MILE
 JA1951'TO A CROSS STREET.  TURN LEFT AND GO
 JA1951'SOUTH ON MAIN STREET FOR 1.45 MILES TO A CROSS
 JA1951'STREET.  TURN LEFT AND
 JA1951'GO EAST ON A PAVED STREET FOR 0.25 MILE TO A DRIVEWAY ON THE
 JA1951'LEFT.  TURN LEFT
 JA1951'AND GO NORTH ON A GRAVELED DRIVEWAY FOR 0.3 MILE TO THE
 JA1951'STATION ON THE RIGHT.
 JA1951'
 JA1951'THE TANK IS ABOUT 115 FEET HIGH, PAINTED SILVER, SUPPORTED BY 4 LEGS
 JA1951'AND HAS ST VINCENT
 JA1951'SCHOOL PAINTED ON THE NORTH SIDE OF THE TANK.
 JA1951'
 JA1951'THE POINT INTERSECTED WAS TOP AND CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1952 ***********************************************************************
 JA1952  DESIGNATION -  VINCENNES UNIV TV WVUT
 JA1952  PID         -  JA1952
 JA1952  STATE/COUNTY-  IN/KNOX
 JA1952  COUNTRY     -  US
 JA1952  USGS QUAD   -  FRITCHTON (2019)
 JA1952
 JA1952                         *CURRENT SURVEY CONTROL
 JA1952  ______________________________________________________________________
 JA1952* NAD 83(1997) POSITION- 38 39 05.57448(N) 087 28 37.01282(W)   ADJUSTED
 JA1952  ______________________________________________________________________
 JA1952  GEOID HEIGHT    -        -31.823 (meters)                     GEOID18
 JA1952  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 JA1952  HORZ ORDER      -  THIRD
 JA1952
 JA1952.The horizontal coordinates were established by classical geodetic methods
 JA1952.and adjusted by the National Geodetic Survey in May 1999.
 JA1952
 JA1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1952.GEOID18 height accuracy estimate available here.
 JA1952
 JA1952.Click photographs - Photos may exist for this station.
 JA1952
 JA1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1952
 JA1952. The following values were computed from the NAD 83(1997) position.
 JA1952
 JA1952;                    North         East     Units Scale Factor Converg.
 JA1952;SPC IN W     -   377,888.733   865,737.050   MT  0.99998112   -0 14 45.0
 JA1952;SPC IN W     - 1,239,789.95  2,840,338.97   sFT  0.99998112   -0 14 45.0
 JA1952;UTM  16      - 4,278,217.588   458,498.329   MT  0.99962121   -0 17 52.4
 JA1952
 JA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5849878217(NAD 83)
 JA1952
 JA1952                          SUPERSEDED SURVEY CONTROL
 JA1952
 JA1952  NAD 83(1986)-  38 39 05.58356(N)    087 28 37.01244(W) AD(       ) 3
 JA1952  NAD 27      -  38 39 05.41188(N)    087 28 36.93520(W) AD(       ) 3
 JA1952
 JA1952.Superseded values are not recommended for survey control.
 JA1952
 JA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1952.See file dsdata.pdf to determine how the superseded data were derived.
 JA1952
 JA1952_MARKER: 42 = RADIO/TV MAST
 JA1952
 JA1952  HISTORY     - Date     Condition        Report By
 JA1952  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA1952
 JA1952                          STATION DESCRIPTION
 JA1952
 JA1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1952'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT 3
 JA1952'MILES SOUTHEAST OF VINCENNES AND 0.3 MILE SOUTHWEST OF STATE HIGHWAY
 JA1952'61.  IT IS A GUYED STEEL MAST, PAINTED IN ALTERNATE SECTIONS OF RED
 JA1952'AND WHITE, IS UNLIGHTED WITH SMALL ANTENNAS NEAR THE TOP AND THE
 JA1952'OVERALL HEIGHT IS 520 FEET.  IT IS AN EDUCATIONAL TV STATION OWNED AND
 JA1952'OPERATED BY THE UNIVERSITY OF VINCENNES.
 JA1952'
 JA1952'TO REACH FROM THE JUNCTION OF U S HIGHWAY 41, CITY ROUTE 50 AND STATE
 JA1952'HIGHWAY 61, ABOUT 1 MILE NORTH OF THE BUSINESS DISTRICT OF VINCENNES
 JA1952'GO EASTERLY ON STATE HIGHWAY 61 FOR 3.25 MILES TO A CROSSROAD.  TURN
 JA1952'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A GRAVELED DRIVEWAY
 JA1952'ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO
 JA1952'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2543 ***********************************************************************
 ME2543  CBN         -  This is a Cooperative Base Network Control Station.
 ME2543  DESIGNATION -  VIRGIE
 ME2543  PID         -  ME2543
 ME2543  STATE/COUNTY-  IN/JASPER
 ME2543  COUNTRY     -  US
 ME2543  USGS QUAD   -  PARR (2019)
 ME2543
 ME2543                         *CURRENT SURVEY CONTROL
 ME2543  ______________________________________________________________________
 ME2543* NAD 83(2011) POSITION- 41 06 53.93901(N) 087 09 05.70481(W)   ADJUSTED
 ME2543* NAD 83(2011) ELLIP HT-   176.108 (meters)        (06/27/12)   ADJUSTED
 ME2543* NAD 83(2011) EPOCH   -  2010.00
 ME2543* NAVD 88 ORTHO HEIGHT -   209.8   (meters)      688.    (feet) GPS OBS
 ME2543  ______________________________________________________________________
 ME2543  NAVD 88 orthometric height was determined with geoid model    GEOID03
 ME2543  GEOID HEIGHT    -        -33.622 (meters)                     GEOID03
 ME2543  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 ME2543  NAD 83(2011) X  -    239,143.050 (meters)                     COMP
 ME2543  NAD 83(2011) Y  - -4,806,390.889 (meters)                     COMP
 ME2543  NAD 83(2011) Z  -  4,172,167.815 (meters)                     COMP
 ME2543  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 ME2543
 ME2543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2543  Standards:
 ME2543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2543  -------------------------------------------------------------------
 ME2543  NETWORK    0.80   1.41           0.37   0.26   0.72      0.02250933
 ME2543  -------------------------------------------------------------------
 ME2543  Click here for local accuracies and other accuracy information.
 ME2543
 ME2543.The horizontal coordinates were established by GPS observations
 ME2543.and adjusted by the National Geodetic Survey in June 2012.
 ME2543
 ME2543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2543.been affixed to the stable North American tectonic plate. See 
 ME2543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2543
 ME2543.The horizontal coordinates are valid at the epoch date displayed above
 ME2543.which is a decimal equivalence of Year/Month/Day.
 ME2543
 ME2543.The orthometric height was determined by GPS observations and a
 ME2543.high-resolution geoid model.
 ME2543
 ME2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2543.GEOID18 height accuracy estimate available here.
 ME2543
 ME2543.Click photographs - Photos may exist for this station.
 ME2543
 ME2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2543
 ME2543.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2543
 ME2543.The ellipsoidal height was determined by GPS observations
 ME2543.and is referenced to NAD 83.
 ME2543
 ME2543. The following values were computed from the NAD 83(2011) position.
 ME2543
 ME2543;                    North         East     Units Scale Factor Converg.
 ME2543;SPC IN W     -   651,329.461   894,267.843   MT  0.99996707   -0 02 41.6
 ME2543;SPC IN W     - 2,136,903.41  2,933,943.75   sFT  0.99996707   -0 02 41.6
 ME2543;UTM  16      - 4,551,532.470   487,273.676   MT  0.99960199   -0 05 58.8
 ME2543
 ME2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2543!SPC IN W     -   0.99997238  x   0.99996707  =   0.99993945
 ME2543!UTM  16      -   0.99997238  x   0.99960199  =   0.99957438
 ME2543
 ME2543:                Primary Azimuth Mark                     Grid Az
 ME2543:SPC IN W     -  VIRGIE AZ MK                             002 14 48.0
 ME2543:UTM  16      -  VIRGIE AZ MK                             002 18 05.2
 ME2543
 ME2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8727351532(NAD 83)
 ME2543
 ME2543|---------------------------------------------------------------------|
 ME2543| PID    Reference Object                     Distance      Geod. Az  |
 ME2543|                                                           dddmmss.s |
 ME2543| CM3921 VIRGIE AZ MK                                       0021206.4 |
 ME2543| CM3924 VIRGIE RM 3                           6.205 METERS 01633     |
 ME2543| CM3922 VIRGIE RM 1                          10.503 METERS 18146     |
 ME2543| CM3923 VIRGIE RM 2                          12.018 METERS 28324     |
 ME2543|---------------------------------------------------------------------|
 ME2543
 ME2543                          SUPERSEDED SURVEY CONTROL
 ME2543
 ME2543  NAD 83(2007)-  41 06 53.93911(N)    087 09 05.70578(W) AD(2002.00) 0
 ME2543  ELLIP H (02/10/07)  176.125  (m)                       GP(2002.00)    
 ME2543  NAD 83(1997)-  41 06 53.93903(N)    087 09 05.70575(W) AD(       ) A
 ME2543  ELLIP H (01/19/05)  176.128  (m)                       GP(       ) 4 1
 ME2543  NAD 83(1997)-  41 06 53.93573(N)    087 09 05.70544(W) AD(       ) 3
 ME2543  NAD 83(1986)-  41 06 53.93926(N)    087 09 05.71280(W) AD(       ) 3
 ME2543  NAD 27      -  41 06 53.80290(N)    087 09 05.62140(W) AD(       ) 3
 ME2543
 ME2543.Superseded values are not recommended for survey control.
 ME2543
 ME2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2543.See file dsdata.pdf to determine how the superseded data were derived.
 ME2543
 ME2543_MARKER: DS = TRIANGULATION STATION DISK
 ME2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2543_STAMPING: VIRGIE 1952
 ME2543_MARK LOGO: CGS
 ME2543_PROJECTION: PROJECTING 5 CENTIMETERS
 ME2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2543+STABILITY: SURFACE MOTION
 ME2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2543+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2020
 ME2543
 ME2543  HISTORY     - Date     Condition        Report By
 ME2543  HISTORY     - 1952     MONUMENTED       CGS
 ME2543  HISTORY     - 1968     GOOD             CGS
 ME2543  HISTORY     - 1979     GOOD             NGS
 ME2543  HISTORY     - 2003     GOOD             IN-073
 ME2543  HISTORY     - 20120327 GOOD             IN-073
 ME2543  HISTORY     - 20201027 GOOD             IN-089
 ME2543
 ME2543                          STATION DESCRIPTION
 ME2543
 ME2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2543'STATION IS LOCATED ABOUT 11 MILES NORTH OF RENSSELAER AND 8 MILES
 ME2543'SOUTHEAST OF DEMOTTE ON THE RIGHT OF WAY OF STATE HIGHWAY 53.  IT IS
 ME2543'45 FEET SOUTHWEST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVEL
 ME2543'CROSS ROAD, 7 FEET SOUTH OF A POWER LINE POLE, 4 FEET SOUTH OF A WHITE
 ME2543'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES
 ME2543'AND THE DISK IS STAMPED VIRGIE 1952.
 ME2543'
 ME2543'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2543'1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2543'STAMPED VIRGIE NO 1 1952.
 ME2543'
 ME2543'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 ME2543'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2543'STAMPED VIRGIE NO 2 1952.
 ME2543'
 ME2543'AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 ME2543'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 ME2543'PROJECTS 2 INCHES AND THE DISK IS STAMPED VIRGIE 1952.
 ME2543'
 ME2543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 53
 ME2543'WHICH IS 3 MILES EAST OF DEMOTTE GO SOUTH ON HIGHWAY 53 FOR 4.4 MILES
 ME2543'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE AHEAD FOR 0.35
 ME2543'MILE TO A GRAVEL CROSS ROAD AND THE STATION IN THE SOUTHWEST CORNER AS
 ME2543'DESCRIBED.
 ME2543'
 ME2543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2543
 ME2543                          STATION RECOVERY (1968)
 ME2543
 ME2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2543'THE STATION AND ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 ME2543'GOOD WITH THE FOLLOWING.
 ME2543'
 ME2543'THE STATION MARK IS 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST AND THE
 ME2543'CROSSROAD AT THE STATION IS CO. RD. 700 N.
 ME2543'
 ME2543'THE AZIMUTH MARK IS 14 FT (4.3 M) SOUTH OF THE CENTERLINE OF A FIELD
 ME2543'ENTRANCE, 6 FT (1.8 M) SOUTH OF THE SOUTH GATE POST OF THE FIELD
 ME2543'ENTRANCE AND 1 FT (0.3 M) WEST OF A METAL WITNESS POST.
 ME2543'
 ME2543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MI (12.9 KM)
 ME2543'SOUTHEAST OF DEMOTTE.
 ME2543
 ME2543                          STATION RECOVERY (1979)
 ME2543
 ME2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2543'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2543'GOOD CONDITION.  REFERENCE MARK 2 APPEARS TO BE LEANING SLIGHTLY TO
 ME2543'THE SOUTH AND IS OBSTRUCTED BY A WOODEN LEG OF A SIGN TO THE STATION.
 ME2543'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME, AS REFERENCE MARK 2
 ME2543'COULD NOT BE MEASURED OR OBSERVED.
 ME2543'
 ME2543'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 ME2543'HOLE IN A CONCRETE ABUTEMENT THAT IS ABOUT LEVEL WITH THE ROAD.  THE
 ME2543'DISK IS STAMPED VIRGIE 1952 NO 3 1979.
 ME2543'
 ME2543'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE EXCEPTION AND ADDITION
 ME2543'OF THE TOO REACH SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 231,
 ME2543'AND STATE HIGHWAYS 10 AND 53 ABOUT 3 MILES E OF DEMOTTE.  AND THE
 ME2543'STATION IS IN THE SW ANGLE OF HIGHWAY 231, 53 AND COUNTY ROAD 700 N.
 ME2543
 ME2543                          STATION RECOVERY (2003)
 ME2543
 ME2543'RECOVERY NOTE BY JASPER COUNTY INDIANA 2003 (MK)
 ME2543'THE STATION IS LOCATED ABOUT 12 MI NORTH OF RENSSELAER, 7 MI SOUTHWEST
 ME2543'OF WHEATFIELD, 6  MI SOUTHEAST OF DEMOTTE, IN THE NORTHEAST CORNER OF
 ME2543'THE NORTHWEST 1/4 OF SECTION 30, T  31 N, R 6 W, UNION TOWNSHIP.
 ME2543'OWNERSHIP--BILLY AND THELMA MANNS, TRUSTEES, BTM FAMILY  LIMITED
 ME2543'PARTNERSHIP, 2149 W 400 N., RENSSELAER IN 47978.
 ME2543'
 ME2543'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 231 (STATE
 ME2543'ROAD 53) AND STATE  ROAD 10, GO SOUTH FOR 5 MI TO CR 700 NORTH AND THE
 ME2543'STATION, IN THE SOUTHWEST QUADRANT  OF THE INTERSECTION.
 ME2543'
 ME2543'THE STATION IS FLUSH WITH GROUND.  LOCATED 32.9 FT SOUTH FROM THE
 ME2543'CENTERLINE OF CR 700  NORTH, 31.4 FT WEST FROM THE CENTERLINE OF
 ME2543'HIGHWAY 231, 7.0 FT SOUTH FROM AN REMC POWER  POLE AND 44.5 FT
 ME2543'SOUTHWEST FROM A CONCRETE SECTION CORNER MONUMENT IN THE CENTER OF THE
 ME2543'INTERSECTION OF HIGHWAY 231 AND CR 700 N.
 ME2543
 ME2543                          STATION RECOVERY (2012)
 ME2543
 ME2543'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2543'RECOVERED IN GOOD CONDITION.
 ME2543
 ME2543                          STATION RECOVERY (2020)
 ME2543
 ME2543'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME2543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2245 ***********************************************************************
 HZ2245  DESIGNATION -  VISTA
 HZ2245  PID         -  HZ2245
 HZ2245  STATE/COUNTY-  IN/HARRISON
 HZ2245  COUNTRY     -  US
 HZ2245  USGS QUAD   -  KOSMOSDALE (2019)
 HZ2245
 HZ2245                         *CURRENT SURVEY CONTROL
 HZ2245  ______________________________________________________________________
 HZ2245* NAD 83(1997) POSITION- 38 03 06.41442(N) 085 57 40.44225(W)   ADJUSTED
 HZ2245* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 HZ2245  ______________________________________________________________________
 HZ2245  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 HZ2245  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 HZ2245  HORZ ORDER      -  SECOND
 HZ2245
 HZ2245.The horizontal coordinates were established by classical geodetic methods
 HZ2245.and adjusted by the National Geodetic Survey in May 1999.
 HZ2245
 HZ2245.The orthometric height was scaled from a topographic map.
 HZ2245
 HZ2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2245.GEOID18 height accuracy estimate available here.
 HZ2245
 HZ2245.Click photographs - Photos may exist for this station.
 HZ2245
 HZ2245.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2245
 HZ2245. The following values were computed from the NAD 83(1997) position.
 HZ2245
 HZ2245;                    North         East     Units Scale Factor Converg.
 HZ2245;SPC IN E     -   311,282.420    74,146.467   MT  0.99997490   -0 10 53.6
 HZ2245;SPC IN E     - 1,021,265.74    243,262.20   sFT  0.99997490   -0 10 53.6
 HZ2245;SPC KY1Z     - 1,190,738.996 1,481,461.547   MT  0.99990961   -0 07 46.9
 HZ2245;SPC KY1Z     - 3,906,616.19  4,860,428.43   sFT  0.99990961   -0 07 46.9
 HZ2245;SPC KY S     -   690,733.603   481,459.430   MT  1.00002376   -0 07 41.2
 HZ2245;SPC KY S     - 2,266,181.83  1,579,588.15   sFT  1.00002376   -0 07 41.2
 HZ2245;UTM  16      - 4,212,069.596   591,137.929   MT  0.99970230   +0 38 25.1
 HZ2245
 HZ2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2245!SPC IN E     -   0.99996534  x   0.99997490  =   0.99994024
 HZ2245!SPC KY1Z     -   0.99996534  x   0.99990961  =   0.99987495
 HZ2245!SPC KY S     -   0.99996534  x   1.00002376  =   0.99998910
 HZ2245!UTM  16      -   0.99996534  x   0.99970230  =   0.99966765
 HZ2245
 HZ2245:                Primary Azimuth Mark                     Grid Az
 HZ2245:SPC IN E     -  VISTA AZ MK                              004 41 07.7
 HZ2245:SPC KY1Z     -  VISTA AZ MK                              004 38 01.0
 HZ2245:SPC KY S     -  VISTA AZ MK                              004 37 55.3
 HZ2245:UTM  16      -  VISTA AZ MK                              003 51 49.0
 HZ2245
 HZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9113712069(NAD 83)
 HZ2245
 HZ2245|---------------------------------------------------------------------|
 HZ2245| PID    Reference Object                     Distance      Geod. Az  |
 HZ2245|                                                           dddmmss.s |
 HZ2245| CG9355 VISTA AZ MK                                        0043014.1 |
 HZ2245| HZ2242 KOSMOSDALE PORTLAND CEMENT STK      APPROX. 4.9 KM 1122035.3 |
 HZ2245| CG9356 VISTA RM 1                           22.570 METERS 16253     |
 HZ2245| CG9357 VISTA RM 2                           21.550 METERS 28338     |
 HZ2245|---------------------------------------------------------------------|
 HZ2245
 HZ2245                          SUPERSEDED SURVEY CONTROL
 HZ2245
 HZ2245  NAD 83(1993)-  38 03 06.41459(N)    085 57 40.44261(W) AD(       ) 2
 HZ2245  NAD 83(1986)-  38 03 06.42012(N)    085 57 40.44965(W) AD(       ) 2
 HZ2245  NAD 27      -  38 03 06.15900(N)    085 57 40.56700(W) AD(       ) 2
 HZ2245
 HZ2245.Superseded values are not recommended for survey control.
 HZ2245
 HZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2245.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2245
 HZ2245_MARKER: DS = TRIANGULATION STATION DISK
 HZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2245_STAMPING: VISTA 1947
 HZ2245_MARK LOGO: CGS
 HZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2245+STABILITY: SURFACE MOTION
 HZ2245
 HZ2245  HISTORY     - Date     Condition        Report By
 HZ2245  HISTORY     - 1947     MONUMENTED       CGS
 HZ2245  HISTORY     - 1950     GOOD             CGS
 HZ2245
 HZ2245                          STATION DESCRIPTION
 HZ2245
 HZ2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2245'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST-NORTHEAST OF LACONIA
 HZ2245'AND 5 MILES SOUTH OF ELIZABETH. IT IS 62 FEET SOUTHWEST OF
 HZ2245'THE NORTHWEST CORNER OF THE SCHOOL AND 61 FEET SOUTH OF THE
 HZ2245'APPROXIMATE CENTERLINE OF THE ROAD. THE MARK PROJECTS 4 INCHES,
 HZ2245'AND THE DISK IS STAMPED VISTA 1947.
 HZ2245'
 HZ2245'REFERENCE MARK NO. 1 IS 74.05 FEET SOUTH-SOUTHEAST OF THE STATION AND
 HZ2245'76.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL. THE MARK
 HZ2245'PROJECTS 4 INCHES, AND THE DISK IS STAMPED VISTA NO 1 1947.
 HZ2245'
 HZ2245'REFERENCE MARK NO. 2 IS 70.70 FEET WEST-NORTHWEST OF THE STATION AND
 HZ2245'2.8 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 4
 HZ2245'INCHES, AND THE DISK IS STAMPED VISTA NO 2 1947.
 HZ2245'
 HZ2245'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTH OF THE STATION, 16
 HZ2245'FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 3.6
 HZ2245'FEET EAST OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE
 HZ2245'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED VISTA 1947.
 HZ2245'
 HZ2245'TO REACH THE STATION FROM WHERE STATE HIGHWAY 11 TURNS FROM WEST TO
 HZ2245'SOUTH IN ELIZABETH, GO SOUTH ON STATE HIGHWAY 11 FOR 2.5 MILES TO
 HZ2245'WHERE THE HIGHWAY MAKES A SHARP TURN TO THE WEST AND A DIRT ROAD
 HZ2245'CONTINUES STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD, SOUTH, ON THE
 HZ2245'MAIN DIRT ROAD FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HZ2245'CONTINUE SOUTH ON THE DIRT ROAD FOR 0.3 MILE TO A ROAD FORK.
 HZ2245'TAKE THE RIGHT ROAD AND GO 0.15 MILE TO A SMALL SCHOOL HOUSE AND THE
 HZ2245'STATION.
 HZ2245'
 HZ2245'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2245
 HZ2245                          STATION RECOVERY (1950)
 HZ2245
 HZ2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HZ2245'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HZ2245'CONDITION. THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 HZ2245'THAT ON THE TO REACH THE STATION THE ROAD REFERRED TO AS MAIN DIRT
 HZ2245'ROAD IS NOW A GRAVEL ROAD.
 HZ2245'
 HZ2245'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1705 ***********************************************************************
 MD1705  DESIGNATION -  VISTULA
 MD1705  PID         -  MD1705
 MD1705  STATE/COUNTY-  IN/ELKHART
 MD1705  COUNTRY     -  US
 MD1705  USGS QUAD   -  BRISTOL (2019)
 MD1705
 MD1705                         *CURRENT SURVEY CONTROL
 MD1705  ______________________________________________________________________
 MD1705* NAD 83(1997) POSITION- 41 43 31.00928(N) 085 45 40.77646(W)   ADJUSTED
 MD1705* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 MD1705  ______________________________________________________________________
 MD1705  GEOID HEIGHT    -        -33.330 (meters)                     GEOID18
 MD1705  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 MD1705  HORZ ORDER      -  SECOND
 MD1705
 MD1705.The horizontal coordinates were established by classical geodetic methods
 MD1705.and adjusted by the National Geodetic Survey in May 1999.
 MD1705
 MD1705.The orthometric height was scaled from a topographic map.
 MD1705
 MD1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1705.GEOID18 height accuracy estimate available here.
 MD1705
 MD1705.Click photographs - Photos may exist for this station.
 MD1705
 MD1705.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1705
 MD1705. The following values were computed from the NAD 83(1997) position.
 MD1705
 MD1705;                    North         East     Units Scale Factor Converg.
 MD1705;SPC IN E     -   719,110.149    92,123.956   MT  0.99996743   -0 03 46.8
 MD1705;SPC IN E     - 2,359,280.55    302,243.35   sFT  0.99996743   -0 03 46.8
 MD1705;SPC MI S     -    25,985.950 3,883,948.258   MT  1.00010973   -0 56 56.8
 MD1705;SPC MI S     -    85,255.74 12,742,612.40   iFT  1.00010973   -0 56 56.8
 MD1705;UTM  16      - 4,620,016.408   603,024.949   MT  0.99973061   +0 49 28.1
 MD1705
 MD1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1705!SPC IN E     -   0.99996792  x   0.99996743  =   0.99993535
 MD1705!SPC MI S     -   0.99996792  x   1.00010973  =   1.00007765
 MD1705!UTM  16      -   0.99996792  x   0.99973061  =   0.99969854
 MD1705
 MD1705:                Primary Azimuth Mark                     Grid Az
 MD1705:SPC IN E     -  VISTULA AZ MK                            091 26 50.0
 MD1705:SPC MI S     -  VISTULA AZ MK                            092 20 00.0
 MD1705:UTM  16      -  VISTULA AZ MK                            090 33 35.1
 MD1705
 MD1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0302420016(NAD 83)
 MD1705
 MD1705|---------------------------------------------------------------------|
 MD1705| PID    Reference Object                     Distance      Geod. Az  |
 MD1705|                                                           dddmmss.s |
 MD1705| CD1385 VISTULA AZ MK                                      0912303.2 |
 MD1705| AH8148 VISTULA RM 1                         29.349 METERS 18543     |
 MD1705| AH8149 VISTULA RM 2                         29.224 METERS 26951     |
 MD1705|---------------------------------------------------------------------|
 MD1705
 MD1705                          SUPERSEDED SURVEY CONTROL
 MD1705
 MD1705  NAD 83(1994)-  41 43 31.00960(N)    085 45 40.77736(W) AD(       ) 2
 MD1705  NAD 83(1986)-  41 43 31.01016(N)    085 45 40.78313(W) AD(       ) 2
 MD1705  NAD 27      -  41 43 30.82810(N)    085 45 40.81000(W) AD(       ) 2
 MD1705
 MD1705.Superseded values are not recommended for survey control.
 MD1705
 MD1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1705.See file dsdata.pdf to determine how the superseded data were derived.
 MD1705
 MD1705_MARKER: DS = TRIANGULATION STATION DISK
 MD1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1705_STAMPING: VISTULA 1947
 MD1705_MARK LOGO: CGS
 MD1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1705+STABILITY: SURFACE MOTION
 MD1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1705+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 MD1705
 MD1705  HISTORY     - Date     Condition        Report By
 MD1705  HISTORY     - 1947     MONUMENTED       CGS
 MD1705  HISTORY     - 1980     GOOD             IN-039
 MD1705  HISTORY     - 19930108 GOOD             NGS
 MD1705
 MD1705                          STATION DESCRIPTION
 MD1705
 MD1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1705'STATION IS LOCATED 2.7 MILES EAST OF BRISTOL IN THE NORTHWEST ANGLE OF
 MD1705'STATE HIGHWAY 120 AND A GRAVEL CROSS ROAD.  IT IS 75 FEET NORTHWEST OF
 MD1705'THE INTERSECTION OF THE TWO ROADS, 47 FEET NORTH OF THE CENTER OF
 MD1705'HIGHWAY 120, 37 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 3.8
 MD1705'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MD1705'INCHES AND THE DISK IS STAMPED VISTULA 1947.
 MD1705'
 MD1705'REFERENCE MARK NO. 1 IS 96.29 FEET SOUTH OF THE STATION.  IT IS 85
 MD1705'FEET SOUTHWEST OF THE INTERSECTION OF THE TWO ROADS, 68 FEET WEST OF
 MD1705'THE CENTER OF THE GRAVEL ROAD AND 49 FEET SOUTH OF THE CENTER OF
 MD1705'HIGHWAY 120.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1705'VISTULA NO 1 1947.
 MD1705'
 MD1705'REFERENCE MARK NO. 2 IS 95.88 FEET WEST OF THE STATION.  IT IS 47 FEET
 MD1705'NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1705'AND THE DISK IS STAMPED VISTULA NO 2 1947.
 MD1705'
 MD1705'AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1705'STATE HIGHWAY 120.  IT IS 100 FEET EAST OF A HEDGE ROW, 49 FEET SOUTH
 MD1705'OF THE CENTER OF THE HIGHWAY AND 2.5 FEET WEST OF A WHITE WITNESS
 MD1705'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1705'VISTULA 1947.
 MD1705'
 MD1705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 120 IN
 MD1705'THE EAST EDGE OF BRISTOL GO EAST ON HIGHWAY 120 FOR 2.7 MILES TO A
 MD1705'CROSSROAD AND STATION IN THE NORTHWEST ANGLE, CONTINUE EAST 0.5 MILE
 MD1705'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD1705'
 MD1705'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1705
 MD1705                          STATION RECOVERY (1980)
 MD1705
 MD1705'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1705'VISTULA 1947 FOUND AS DESCRIBED.  VISTULA NO. 1 1947 FOUND AS
 MD1705'DESCRIBED.  VISTULA NO. 2 1947 FOUND AS DESCRIBED.  AZIMUTH MARK FOUND
 MD1705'AS DESCRIBED.  DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES
 MD1705'EAST OF BRISTOL, INDIANA.
 MD1705
 MD1705                          STATION RECOVERY (1993)
 MD1705
 MD1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1705'5.0 KM (3.10 MI) EASTERLY ALONG STATE HIGHWAY 121 FROM THE POST OFFICE
 MD1705'IN BRIST0L, 29.3 M (96.1 FT) NORTH OF REFERENCE MARK 1, 29.3 M
 MD1705'(96.1 FT) EAST OF REFERENCE MARK 2, 16.7 M (54.8 FT) WEST OF THE
 MD1705'CENTER OF COUNTY ROAD 131, 15.0 M (49.2 FT) EAST-SOUTHEAST OF THE
 MD1705'SOUTHEAST CORNER OF A BRICK SIGN, 14.2 M (46.6 FT) NORTH OF THE
 MD1705'HIGHWAY CENTERLINE, 8.9 M (29.2 FT) NORTHEAST OF THE NORTHEAST CORNER
 MD1705'OF THE NORTH HEADWALL OF A CULVERT, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 MD1705'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 MD1705'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2639 ***********************************************************************
 LB2639  DESIGNATION -  VOLGEN
 LB2639  PID         -  LB2639
 LB2639  STATE/COUNTY-  IN/CARROLL
 LB2639  COUNTRY     -  US
 LB2639  USGS QUAD   -  YEOMAN (2019)
 LB2639
 LB2639                         *CURRENT SURVEY CONTROL
 LB2639  ______________________________________________________________________
 LB2639* NAD 83(1997) POSITION- 40 39 27.47212(N) 086 40 21.82993(W)   ADJUSTED
 LB2639* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 LB2639  ______________________________________________________________________
 LB2639  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 LB2639  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 LB2639  HORZ ORDER      -  FIRST
 LB2639
 LB2639.The horizontal coordinates were established by classical geodetic methods
 LB2639.and adjusted by the National Geodetic Survey in May 1999.
 LB2639
 LB2639.The orthometric height was scaled from a topographic map.
 LB2639
 LB2639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2639.GEOID18 height accuracy estimate available here.
 LB2639
 LB2639.Click photographs - Photos may exist for this station.
 LB2639
 LB2639.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2639
 LB2639. The following values were computed from the NAD 83(1997) position.
 LB2639
 LB2639;                    North         East     Units Scale Factor Converg.
 LB2639;SPC IN W     -   600,620.261   934,723.170   MT  0.99998150   +0 16 03.1
 LB2639;SPC IN W     - 1,970,534.97  3,066,670.93   sFT  0.99998150   +0 16 03.1
 LB2639;UTM  16      - 4,500,803.483   527,665.814   MT  0.99960942   +0 12 47.6
 LB2639
 LB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2639!SPC IN W     -   0.99997319  x   0.99998150  =   0.99995469
 LB2639!UTM  16      -   0.99997319  x   0.99960942  =   0.99958262
 LB2639
 LB2639:                Primary Azimuth Mark                     Grid Az
 LB2639:SPC IN W     -  VOLGEN AZ MK                             054 40 30.6
 LB2639:UTM  16      -  VOLGEN AZ MK                             054 43 46.1
 LB2639
 LB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2766500803(NAD 83)
 LB2639
 LB2639|---------------------------------------------------------------------|
 LB2639| PID    Reference Object                     Distance      Geod. Az  |
 LB2639|                                                           dddmmss.s |
 LB2639| CD1386 VOLGEN AZ MK                                       0545633.7 |
 LB2639| CD1387 VOLGEN RM 1                          30.678 METERS 07942     |
 LB2639| LB2640 MONTICELLO CO CTHSE CLOCKTOWER      APPROX.12.3 KM 3220544.9 |
 LB2639| LB2642 MONTICELLO CONDO JUNK YARD STK      APPROX.12.6 KM 3230802.9 |
 LB2639| LB2643 MONTICELLO MUNICIPAL STANDPIPE      APPROX.12.5 KM 3232839.1 |
 LB2639| CD1388 VOLGEN RM 2                          27.136 METERS 33444     |
 LB2639|---------------------------------------------------------------------|
 LB2639
 LB2639                          SUPERSEDED SURVEY CONTROL
 LB2639
 LB2639  NAD 83(1986)-  40 39 27.47747(N)    086 40 21.84067(W) AD(       ) 1
 LB2639  NAD 27      -  40 39 27.33900(N)    086 40 21.81520(W) AD(       ) 1
 LB2639
 LB2639.Superseded values are not recommended for survey control.
 LB2639
 LB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2639.See file dsdata.pdf to determine how the superseded data were derived.
 LB2639
 LB2639_MARKER: DS = TRIANGULATION STATION DISK
 LB2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2639_STAMPING: VOLGEN 1948
 LB2639_MARK LOGO: CGS
 LB2639_PROJECTION: RECESSED 30 CENTIMETERS
 LB2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2639+STABILITY: SURFACE MOTION
 LB2639
 LB2639  HISTORY     - Date     Condition        Report By
 LB2639  HISTORY     - 1948     MONUMENTED       CGS
 LB2639
 LB2639                          STATION DESCRIPTION
 LB2639
 LB2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2639'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MONTICELLO, 6 MILES
 LB2639'SOUTH OF IDAVILLE AND 5 MILES NORTH OF DELPHI IN A SMALL PASTURE OF
 LB2639'THE VANDER VOLGEN FARM.  IT IS 79 FEET NORTHEAST OF A CEMENT POST
 LB2639'IN FENCE CORNER, 63 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 47
 LB2639'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS 12 INCHES BELOW
 LB2639'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED VOLGEN 1948.
 LB2639'
 LB2639'REFERENCE MARK NO. 1 IS 100.65 FEET EAST OF STATION.  IT IS 17 FEET
 LB2639'NORTH OF CENTER OF GRAVEL ROAD, 2 FEET NORTHWEST OF A TELEPHONE POLE
 LB2639'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LB2639'THE DISK IS STAMPED VOLGEN NO 1 1948.
 LB2639'
 LB2639'REFERENCE MARK NO. 2 IS 89.03 FEET NORTHWEST OF STATION.  IT IS 1
 LB2639'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LB2639'DISK IS STAMPED VOLGEN NO 2 1948.
 LB2639'
 LB2639'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF STATION.  IT IS 16 FEET SOUTH
 LB2639'OF CENTER OF A GRAVEL ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND
 LB2639'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LB2639'DISK IS STAMPED VOLGEN 1948.
 LB2639'
 LB2639'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND A PAVED
 LB2639'CROSS ROAD IN IDAVILLE, GO SOUTH ON PAVED ROAD FOR 1.4 MILES TO A T
 LB2639'INTERSECTION, TURN RIGHT ON A GRAVEL ROAD AND GO WEST FOR 0.5 MILE
 LB2639'TO ANOTHER T INTERSECTION, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR
 LB2639'3.3 MILES TO THE BEGINNING OF A PAVED ROAD, CONTINUE SOUTH ON PAVED
 LB2639'ROAD FOR 1.6 MILES TO A Y INTERSECTION, TURN RIGHT ON GRAVEL ROAD
 LB2639'AND GO SOUTHWEST FOR 0.4 MILE TO AZIMUTH MARK ON LEFT OR SOUTH OF
 LB2639'ROAD AS DESCRIBED.  CONTINUE SOUTHWEST ON GRAVEL ROAD FOR 0.4
 LB2639'MILE TO THE VANDER VOLGEN FARM AND STATION AS DESCRIBED.
 LB2639'
 LB2639'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1695 ***********************************************************************
 JA1695  DESIGNATION -  VONIA
 JA1695  PID         -  JA1695
 JA1695  STATE/COUNTY-  IN/WASHINGTON
 JA1695  COUNTRY     -  US
 JA1695  USGS QUAD   -  LIVONIA (2019)
 JA1695
 JA1695                         *CURRENT SURVEY CONTROL
 JA1695  ______________________________________________________________________
 JA1695* NAD 83(1997) POSITION- 38 33 33.67898(N) 086 17 13.98790(W)   ADJUSTED
 JA1695* NAVD 88 ORTHO HEIGHT -   247.72  (+/-2cm)      812.7   (feet) VERTCON3
 JA1695  ______________________________________________________________________
 JA1695  GEOID HEIGHT    -        -33.461 (meters)                     GEOID18
 JA1695  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 JA1695  HORZ ORDER      -  SECOND
 JA1695  VERT ORDER      -  THIRD ? (See Below)
 JA1695
 JA1695.The horizontal coordinates were established by classical geodetic methods
 JA1695.and adjusted by the National Geodetic Survey in May 1999.
 JA1695
 JA1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1695
 JA1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1695.GEOID18 height accuracy estimate available here.
 JA1695
 JA1695.The vertical order pertains to the NGVD 29 superseded value.
 JA1695
 JA1695.Click photographs - Photos may exist for this station.
 JA1695
 JA1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1695
 JA1695. The following values were computed from the NAD 83(1997) position.
 JA1695
 JA1695;                    North         East     Units Scale Factor Converg.
 JA1695;SPC IN E     -   367,763.960    45,913.533   MT  1.00000268   -0 23 12.5
 JA1695;SPC IN E     - 1,206,572.26    150,634.65   sFT  1.00000268   -0 23 12.5
 JA1695;SPC IN W     -   367,881.884   969,388.429   MT  1.00002594   +0 29 46.5
 JA1695;SPC IN W     - 1,206,959.15  3,180,401.87   sFT  1.00002594   +0 29 46.5
 JA1695;UTM  16      - 4,268,120.404   562,102.322   MT  0.99964749   +0 26 39.5
 JA1695
 JA1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1695!SPC IN E     -   0.99996638  x   1.00000268  =   0.99996906
 JA1695!SPC IN W     -   0.99996638  x   1.00002594  =   0.99999232
 JA1695!UTM  16      -   0.99996638  x   0.99964749  =   0.99961389
 JA1695
 JA1695:                Primary Azimuth Mark                     Grid Az
 JA1695:SPC IN E     -  VONIA AZ MK                              350 12 06.6
 JA1695:SPC IN W     -  VONIA AZ MK                              349 19 07.6
 JA1695:UTM  16      -  VONIA AZ MK                              349 22 14.6
 JA1695
 JA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6210268120(NAD 83)
 JA1695
 JA1695|---------------------------------------------------------------------|
 JA1695| PID    Reference Object                     Distance      Geod. Az  |
 JA1695|                                                           dddmmss.s |
 JA1695| CG9359 VONIA RM 1                           35.906 METERS 09122     |
 JA1695| CG9360 VONIA RM 2                           55.169 METERS 33450     |
 JA1695| CG9358 VONIA AZ MK                                        3494854.1 |
 JA1695|---------------------------------------------------------------------|
 JA1695
 JA1695                          SUPERSEDED SURVEY CONTROL
 JA1695
 JA1695  NAD 83(1986)-  38 33 33.68390(N)    086 17 13.99234(W) AD(       ) 2
 JA1695  NAD 27      -  38 33 33.48200(N)    086 17 14.05100(W) AD(       ) 2
 JA1695  NGVD 29             247.82   (m)          813.1    (f) LEVELING    3  
 JA1695
 JA1695.Superseded values are not recommended for survey control.
 JA1695
 JA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1695.See file dsdata.pdf to determine how the superseded data were derived.
 JA1695
 JA1695_MARKER: DS = TRIANGULATION STATION DISK
 JA1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1695_STAMPING: VONIA 1946
 JA1695_MARK LOGO: CGS
 JA1695_PROJECTION: FLUSH
 JA1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1695+STABILITY: SURFACE MOTION
 JA1695
 JA1695  HISTORY     - Date     Condition        Report By
 JA1695  HISTORY     - 1946     MONUMENTED       CGS
 JA1695  HISTORY     - 1967     GOOD             CGS
 JA1695
 JA1695                          STATION DESCRIPTION
 JA1695
 JA1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1695'THIS STATION IS BESIDE STATE HIGHWAY 337, ABOUT 0.35 MILE NORTHWEST
 JA1695'OF LIVONIA. IT IS 39 FEET SOUTHWEST OF THE CENTERLINE OF
 JA1695'THE HIGHWAY AND 5 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS
 JA1695'FLUSH WITH THE GROUND AND THE DISK IS STAMPED VONIA 1946.
 JA1695'
 JA1695'REFERENCE MARK NO 1 IS 117.80 FEET EAST OF THE STATION, 38 FEET
 JA1695'SOUTHEAST OF A TELEPHONE POLE AND 32 FEET NORTHEAST OF THE
 JA1695'CENTERLINE OF THE HIGHWAY 1 FOOT SOUTHWEST OF A WIRE FENCE LINE. THE
 JA1695'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED VONIA NO 1 1946.
 JA1695'
 JA1695'REFERENCE MARK NO. 2 IS 181 FEET NORTH OF THE STATION, 37 FEET
 JA1695'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY 33 FEET SOUTHEAST
 JA1695'OF A TELEPHONE POLE AND 1 FOOT WEST-SOUTHWEST OF A WIRE FENCE. THE
 JA1695'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED VONIA NO 2 1946.
 JA1695'
 JA1695'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTHEAST OF THE STATION, 58 FEET
 JA1695'WEST OF A WIRE FENCE CORNER AND 15 FEET SOUTHEAST OF THE
 JA1695'CENTERLINE OF ROAD. THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1695'STAMPED VONIA 1946.
 JA1695'
 JA1695'TO REACH THE STATION FROM LIVONIA, AT THE INTERSECTION OF STATE
 JA1695'HIGHWAY 56 AND 337, GO NORTHWEST ON HIGHWAY 337 FOR 0.25 MILE TO
 JA1695'THE STATION ON THE LEFT.
 JA1695'
 JA1695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR 0.15
 JA1695'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.45 MILE TO THE
 JA1695'AZIMUTH ON THE RIGHT.
 JA1695'
 JA1695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1695
 JA1695                          STATION RECOVERY (1967)
 JA1695
 JA1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1695'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JA1695'RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS
 JA1695'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 JA1695'
 JA1695'THE STATION MARK IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JA1695'PEACH ORCHARD, 36 FEET SOUTHEAST OF A POWER POLE AND 6 FEET
 JA1695'SOUTHWEST OF A METAL WITNESS POST.
 JA1695'
 JA1695'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHWEST OF A 3 STORY FRAME
 JA1695'HOUSE, 3 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTHEAST
 JA1695'OF A WIRE FENCE.
 JA1695'
 JA1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.35 MILE
 JA1695'NORTHWEST OF LIVONIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0324 ***********************************************************************
 MD0324  DESIGNATION -  VV 200
 MD0324  PID         -  MD0324
 MD0324  STATE/COUNTY-  IN/DE KALB
 MD0324  COUNTRY     -  US
 MD0324  USGS QUAD   -  BUTLER WEST (2019)
 MD0324
 MD0324                         *CURRENT SURVEY CONTROL
 MD0324  ______________________________________________________________________
 MD0324* NAD 83(1986) POSITION- 41 25 50.     (N) 084 59 49.     (W)   SCALED
 MD0324* NAVD 88 ORTHO HEIGHT -   270.663 (meters)      888.00  (feet) ADJUSTED
 MD0324  ______________________________________________________________________
 MD0324  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 MD0324  DYNAMIC HEIGHT  -        270.556 (meters)      887.65  (feet) COMP
 MD0324  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 MD0324
 MD0324  VERT ORDER      -  SECOND    CLASS 0
 MD0324
 MD0324.The horizontal coordinates were scaled from a map and have
 MD0324.an estimated accuracy of +/- 6 seconds.
 MD0324
 MD0324.The orthometric height was determined by differential leveling and
 MD0324.adjusted by the NATIONAL GEODETIC SURVEY
 MD0324.in June 1991.
 MD0324
 MD0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0324.GEOID18 height accuracy estimate available here.
 MD0324
 MD0324.Click photographs - Photos may exist for this station.
 MD0324
 MD0324.The dynamic height is computed by dividing the NAVD 88
 MD0324.geopotential number by the normal gravity value computed on the
 MD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0324.degrees latitude (g = 980.6199 gals.).
 MD0324
 MD0324.The modeled gravity was interpolated from observed gravity values.
 MD0324
 MD0324;                    North         East    Units  Estimated Accuracy
 MD0324;SPC IN E     -   686,590.      155,980.      MT  (+/- 180 meters Scaled)
 MD0324
 MD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL673884(NAD 83)
 MD0324
 MD0324                          SUPERSEDED SURVEY CONTROL
 MD0324
 MD0324  NGVD 29 (??/??/92)  270.81   (m)          888.5    (f) COMPUTED    2 0
 MD0324
 MD0324.Superseded values are not recommended for survey control.
 MD0324
 MD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0324.See file dsdata.pdf to determine how the superseded data were derived.
 MD0324
 MD0324_MARKER: DB = BENCH MARK DISK
 MD0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0324_SP_SET: CULVERT HEADWALL
 MD0324_STAMPING: VV 200 1946
 MD0324_MARK LOGO: CGS
 MD0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0324+STABILITY: SURFACE MOTION
 MD0324
 MD0324  HISTORY     - Date     Condition        Report By
 MD0324  HISTORY     - 1946     MONUMENTED       CGS
 MD0324
 MD0324                          STATION DESCRIPTION
 MD0324
 MD0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0324'1.3 MI E FROM WATERLOO.
 MD0324'ABOUT 1.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0324'THE STATION AT WATERLOO, ABOUT 100 YARDS NORTHWEST OF THE CENTER
 MD0324'OF THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTH ACROSS THE
 MD0324'TRACKS, 66 FEET WEST OF THE CENTER OF THE JUNCTION WITH A
 MD0324'GRAVEL ROAD LEADING NORTH FROM U.S. HIGHWAY 6, IN THE TOP OF THE
 MD0324'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN 18-INCH PIPE
 MD0324'CULVERT UNDER THE HIGHWAY, 17 FEET SOUTHWEST AND ABOUT LEVEL
 MD0324'WITH THE CENTER OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0325 ***********************************************************************
 MD0325  DESIGNATION -  VV 200 RESET
 MD0325  PID         -  MD0325
 MD0325  STATE/COUNTY-  IN/DE KALB
 MD0325  COUNTRY     -  US
 MD0325  USGS QUAD   -  BUTLER WEST (2019)
 MD0325
 MD0325                         *CURRENT SURVEY CONTROL
 MD0325  ______________________________________________________________________
 MD0325* NAD 83(1986) POSITION- 41 25 50.4    (N) 084 59 49.6    (W)   HD_HELD2
 MD0325* NAVD 88 ORTHO HEIGHT -   270.31  (meters)      886.8   (feet) RESET
 MD0325  ______________________________________________________________________
 MD0325  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 MD0325  VERT ORDER      -  THIRD
 MD0325
 MD0325.The horizontal coordinates were established by autonomous hand held GPS
 MD0325.observations and have an estimated accuracy of +/- 10 meters.
 MD0325
 MD0325.The orthometric height was computed from unverified reset data.
 MD0325
 MD0325.No vertical observational check was made to the station.
 MD0325
 MD0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0325.GEOID18 height accuracy estimate available here.
 MD0325
 MD0325.Click photographs - Photos may exist for this station.
 MD0325
 MD0325;                    North         East    Units  Estimated Accuracy
 MD0325;SPC IN E     -   686,602.      155,963.      MT  (+/- 10 meters HH2 GPS)
 MD0325
 MD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6734988502(NAD 83)
 MD0325
 MD0325                          SUPERSEDED SURVEY CONTROL
 MD0325
 MD0325  NGVD 29 (??/??/??)  270.46   (m)          887.3    (f) RESET       3  
 MD0325
 MD0325.Superseded values are not recommended for survey control.
 MD0325
 MD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0325.See file dsdata.pdf to determine how the superseded data were derived.
 MD0325
 MD0325_MARKER: DB = BENCH MARK DISK
 MD0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0325_SP_SET: BRIDGE
 MD0325_STAMPING: VV 200 RESET 1951
 MD0325_MARK LOGO: CGS
 MD0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0325
 MD0325  HISTORY     - Date     Condition        Report By
 MD0325  HISTORY     - 1951     MONUMENTED       INHD
 MD0325  HISTORY     - 1962     GOOD             CGS
 MD0325
 MD0325                          STATION DESCRIPTION
 MD0325
 MD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0325'1.4 MI E FROM WATERLOO.
 MD0325'ABOUT 1.4 MILES E ALONG NO. 6 U.S. HWY. FROM ITS INTERSECTION
 MD0325'WITH NO. 27 U.S. HWY. IN WATERLOO, 106 FEET S OF CENTER LINE OF
 MD0325'THE HWY., IN THE TOP APPROXIMATE CENTER OF THE BOTTOM STEP OF
 MD0325'THE CONCRETE CAP OF THE STONE MASONRY NW ABUTMENT WINGWALL OF A
 MD0325'32-FOOT STEEL PLATE GIRDER BRIDGE OF THE NEW YORK CENTRAL RAILROAD, 17
 MD0325'FEET N OF N RAIL OF DOUBLE TRACKS, AND 8.1 FEET LOWER THAN TOP
 MD0325'OF SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2134 ***********************************************************************
 JZ2134  DESIGNATION -  W 1
 JZ2134  PID         -  JZ2134
 JZ2134  STATE/COUNTY-  IN/DECATUR
 JZ2134  COUNTRY     -  US
 JZ2134  USGS QUAD   -  ADAMS (2019)
 JZ2134
 JZ2134                         *CURRENT SURVEY CONTROL
 JZ2134  ______________________________________________________________________
 JZ2134* NAD 83(1986) POSITION- 39 22 53.50   (N) 085 33 46.87   (W)   HD_HELD1
 JZ2134* NAVD 88 ORTHO HEIGHT -   269.633 (meters)      884.62  (feet) ADJUSTED
 JZ2134  ______________________________________________________________________
 JZ2134  GEOID HEIGHT    -        -34.128 (meters)                     GEOID18
 JZ2134  DYNAMIC HEIGHT  -        269.466 (meters)      884.07  (feet) COMP
 JZ2134  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 JZ2134
 JZ2134  VERT ORDER      -  FIRST     CLASS II
 JZ2134
 JZ2134.The horizontal coordinates were determined by differentially corrected
 JZ2134.hand held GPS observations or other comparable positioning techniques
 JZ2134.and have an estimated accuracy of +/- 3 meters.
 JZ2134
 JZ2134.The orthometric height was determined by differential leveling and
 JZ2134.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2134.in June 1991.
 JZ2134
 JZ2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2134.GEOID18 height accuracy estimate available here.
 JZ2134
 JZ2134.Click photographs - Photos may exist for this station.
 JZ2134
 JZ2134.The dynamic height is computed by dividing the NAVD 88
 JZ2134.geopotential number by the normal gravity value computed on the
 JZ2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2134.degrees latitude (g = 980.6199 gals.).
 JZ2134
 JZ2134.The modeled gravity was interpolated from observed gravity values.
 JZ2134
 JZ2134;                    North         East    Units  Estimated Accuracy
 JZ2134;SPC IN E     -   458,856.9     108,929.9     MT  (+/- 3 meters HH1 GPS) 
 JZ2134
 JZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2376260101(NAD 83)
 JZ2134
 JZ2134                          SUPERSEDED SURVEY CONTROL
 JZ2134
 JZ2134  NGVD 29 (??/??/92)  269.754  (m)          885.02   (f) ADJ UNCH    1 2
 JZ2134
 JZ2134.Superseded values are not recommended for survey control.
 JZ2134
 JZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2134.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2134
 JZ2134_MARKER: DB = BENCH MARK DISK
 JZ2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2134_STAMPING: W 1
 JZ2134_MARK LOGO: CGS
 JZ2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2134+STABILITY: SURFACE MOTION
 JZ2134
 JZ2134  HISTORY     - Date     Condition        Report By
 JZ2134  HISTORY     - 1917     MONUMENTED       CGS
 JZ2134  HISTORY     - 1947     GOOD             CGS
 JZ2134  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2134
 JZ2134                          STATION DESCRIPTION
 JZ2134
 JZ2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2134'AT ADAMS.
 JZ2134'AT ADAMS, ALONG THE NEW YORK CENTRAL RAILROAD, 111 FEET NORTHWEST
 JZ2134'OF THE NORTH CORNER OF THE STATION, 15.5 FEET NORTH OF THE NORTH
 JZ2134'CORNER OF THE BRICK PILLAR OF A BRICK SIDING HOUSE, 39 FEET
 JZ2134'WEST OF A TELEGRAPH POLE, 27 FEET SOUTHWEST OF THE SOUTHWEST
 JZ2134'RAIL, ABOUT 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A STONE
 JZ2134'POST PROJECTING 10 INCHES.
 JZ2134
 JZ2134                          STATION RECOVERY (1986)
 JZ2134
 JZ2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1612 ***********************************************************************
 HZ1612  DESIGNATION -  W 1
 HZ1612  PID         -  HZ1612
 HZ1612  STATE/COUNTY-  IN/CLARK
 HZ1612  COUNTRY     -  US
 HZ1612  USGS QUAD   -  OWEN (2019)
 HZ1612
 HZ1612                         *CURRENT SURVEY CONTROL
 HZ1612  ______________________________________________________________________
 HZ1612* NAD 83(1986) POSITION- 38 27 57.     (N) 085 37 06.     (W)   SCALED
 HZ1612* NAVD 88 ORTHO HEIGHT -   139.087 (meters)      456.32  (feet) ADJUSTED
 HZ1612  ______________________________________________________________________
 HZ1612  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 HZ1612  DYNAMIC HEIGHT  -        138.993 (meters)      456.01  (feet) COMP
 HZ1612  MODELED GRAVITY -    979,957.5   (mgal)                       NAVD 88
 HZ1612
 HZ1612  VERT ORDER      -  FIRST     CLASS II
 HZ1612
 HZ1612.The horizontal coordinates were scaled from a map and have
 HZ1612.an estimated accuracy of +/- 6 seconds.
 HZ1612
 HZ1612.The orthometric height was determined by differential leveling and
 HZ1612.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1612.in June 1991.
 HZ1612
 HZ1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1612.GEOID18 height accuracy estimate available here.
 HZ1612
 HZ1612.Click photographs - Photos may exist for this station.
 HZ1612
 HZ1612.The dynamic height is computed by dividing the NAVD 88
 HZ1612.geopotential number by the normal gravity value computed on the
 HZ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1612.degrees latitude (g = 980.6199 gals.).
 HZ1612
 HZ1612.The modeled gravity was interpolated from observed gravity values.
 HZ1612
 HZ1612;                    North         East    Units  Estimated Accuracy
 HZ1612;SPC IN E     -   357,200.      104,220.      MT  (+/- 180 meters Scaled)
 HZ1612
 HZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH205584(NAD 83)
 HZ1612
 HZ1612                          SUPERSEDED SURVEY CONTROL
 HZ1612
 HZ1612  NGVD 29 (??/??/92)  139.246  (m)          456.84   (f) ADJ UNCH    1 2
 HZ1612
 HZ1612.Superseded values are not recommended for survey control.
 HZ1612
 HZ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1612.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1612
 HZ1612_MARKER: DD = SURVEY DISK
 HZ1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1612_SP_SET: ABUTMENT
 HZ1612_STAMPING: W 1 457 1937
 HZ1612_MARK LOGO: USGS
 HZ1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1612
 HZ1612  HISTORY     - Date     Condition        Report By
 HZ1612  HISTORY     - 1937     MONUMENTED       USGS
 HZ1612  HISTORY     - 1965     GOOD             CGS
 HZ1612
 HZ1612                          STATION DESCRIPTION
 HZ1612
 HZ1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1612'3 MI NE FROM CHARLESTOWN.
 HZ1612'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ1612'OF STATE HIGHWAYS 62 AND 3 AT CHARLESTOWN, 16 FEET NORTWEST OF
 HZ1612'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 HZ1612'END OF THE SOUTHWEST ABUTMENT OF A LARGE BRIDGE OVER FOURTEEN
 HZ1612'MILE CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2628 ***********************************************************************
 HZ2628  DESIGNATION -  W 1 RESET
 HZ2628  PID         -  HZ2628
 HZ2628  STATE/COUNTY-  IN/CLARK
 HZ2628  COUNTRY     -  US
 HZ2628  USGS QUAD   -  OWEN (2019)
 HZ2628
 HZ2628                         *CURRENT SURVEY CONTROL
 HZ2628  ______________________________________________________________________
 HZ2628* NAD 83(1986) POSITION- 38 27 57.     (N) 085 37 06.     (W)   SCALED
 HZ2628* NAVD 88 ORTHO HEIGHT -   139.57  (meters)      457.9   (feet) RESET
 HZ2628  ______________________________________________________________________
 HZ2628  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 HZ2628  VERT ORDER      -  THIRD
 HZ2628
 HZ2628.The horizontal coordinates were scaled from a map and have
 HZ2628.an estimated accuracy of +/- 6 seconds.
 HZ2628
 HZ2628.The orthometric height was computed from unverified reset data.
 HZ2628
 HZ2628.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2628.GEOID18 height accuracy estimate available here.
 HZ2628
 HZ2628.Click photographs - Photos may exist for this station.
 HZ2628
 HZ2628;                    North         East    Units  Estimated Accuracy
 HZ2628;SPC IN E     -   357,200.      104,220.      MT  (+/- 180 meters Scaled)
 HZ2628
 HZ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH205584(NAD 83)
 HZ2628
 HZ2628                          SUPERSEDED SURVEY CONTROL
 HZ2628
 HZ2628  NGVD 29 (08/22/16)  139.72   (m)          458.4    (f) RESET       3  
 HZ2628
 HZ2628.Superseded values are not recommended for survey control.
 HZ2628
 HZ2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2628.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2628
 HZ2628_MARKER: DD = SURVEY DISK
 HZ2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2628_STAMPING: W 1 RESET 1985
 HZ2628_MARK LOGO: USGS
 HZ2628_PROJECTION: FLUSH
 HZ2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2628+STABILITY: SURFACE MOTION
 HZ2628
 HZ2628  HISTORY     - Date     Condition        Report By
 HZ2628  HISTORY     - 1985     MONUMENTED       NGS
 HZ2628
 HZ2628                          STATION DESCRIPTION
 HZ2628
 HZ2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HZ2628'4.7 KM (2.90 MI) NE FROM CHARLESTOWN.
 HZ2628'4.64 KM (2.90 MI) NORTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 HZ2628'OF STATE HIGHWAYS 62 AND 3 IN CHARLESTOWN, JUST BEFORE CROSSING 14
 HZ2628'MILECREEK BRIDGE, 13.299 M (43.6 FT) NORTHWEST FROM THE NOW EXISTING
 HZ2628'CENTERLINE OF HIGHWAY 62, 1.37 M (4.5 FT) EAST-NORTHEAST FROM A
 HZ2628'UTILITY POLE AND 0.76 M (2.5 FT) EAST-NORTHEAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0663 ***********************************************************************
 JA0663  DESIGNATION -  W 10
 JA0663  PID         -  JA0663
 JA0663  STATE/COUNTY-  IN/LAWRENCE
 JA0663  COUNTRY     -  US
 JA0663  USGS QUAD   -  HURON (2019)
 JA0663
 JA0663                         *CURRENT SURVEY CONTROL
 JA0663  ______________________________________________________________________
 JA0663* NAD 83(1986) POSITION- 38 43 18.     (N) 086 39 47.     (W)   SCALED
 JA0663* NAVD 88 ORTHO HEIGHT -   170.901 (meters)      560.70  (feet) ADJUSTED
 JA0663  ______________________________________________________________________
 JA0663  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JA0663  DYNAMIC HEIGHT  -        170.790 (meters)      560.33  (feet) COMP
 JA0663  MODELED GRAVITY -    979,980.7   (mgal)                       NAVD 88
 JA0663
 JA0663  VERT ORDER      -  FIRST     CLASS II
 JA0663
 JA0663.The horizontal coordinates were scaled from a map and have
 JA0663.an estimated accuracy of +/- 6 seconds.
 JA0663
 JA0663.The orthometric height was determined by differential leveling and
 JA0663.adjusted by the NATIONAL GEODETIC SURVEY
 JA0663.in June 1991.
 JA0663
 JA0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0663.GEOID18 height accuracy estimate available here.
 JA0663
 JA0663.Click photographs - Photos may exist for this station.
 JA0663
 JA0663.The dynamic height is computed by dividing the NAVD 88
 JA0663.geopotential number by the normal gravity value computed on the
 JA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0663.degrees latitude (g = 980.6199 gals.).
 JA0663
 JA0663.The modeled gravity was interpolated from observed gravity values.
 JA0663
 JA0663;                    North         East    Units  Estimated Accuracy
 JA0663;SPC IN W     -   385,680.      936,550.      MT  (+/- 180 meters Scaled)
 JA0663
 JA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH292859(NAD 83)
 JA0663
 JA0663                          SUPERSEDED SURVEY CONTROL
 JA0663
 JA0663  NGVD 29 (??/??/92)  171.026  (m)          561.11   (f) ADJ UNCH    1 2
 JA0663
 JA0663.Superseded values are not recommended for survey control.
 JA0663
 JA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0663.See file dsdata.pdf to determine how the superseded data were derived.
 JA0663
 JA0663_MARKER: DB = BENCH MARK DISK
 JA0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0663_SP_SET: BRIDGE
 JA0663_STAMPING: 561.108 W 10 1930
 JA0663_MARK LOGO: CGS
 JA0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0663
 JA0663  HISTORY     - Date     Condition        Report By
 JA0663  HISTORY     - 1930     MONUMENTED       CGS
 JA0663
 JA0663                          STATION DESCRIPTION
 JA0663
 JA0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JA0663'AT HURON.
 JA0663'0.5 MI E ALONG THE BALTIMORE AND OHIO RR FROM HURON, LAWRENCE
 JA0663'CO., AT TRESTLE 137/48, IN THE S END OF THE W ABUTMENT, AND 2.6
 JA0663'FT S OF THE S RAIL.  A STANDARD DISK STAMPED 561.108 10 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2303 ***********************************************************************
 HZ2303  DESIGNATION -  W 10
 HZ2303  PID         -  HZ2303
 HZ2303  STATE/COUNTY-  IN/CLARK
 HZ2303  COUNTRY     -  US
 HZ2303  USGS QUAD   -  BORDEN (2019)
 HZ2303
 HZ2303                         *CURRENT SURVEY CONTROL
 HZ2303  ______________________________________________________________________
 HZ2303* NAD 83(1997) POSITION- 38 24 55.11265(N) 085 53 35.67376(W)   ADJUSTED
 HZ2303* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 HZ2303  ______________________________________________________________________
 HZ2303  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 HZ2303  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 HZ2303  HORZ ORDER      -  SECOND
 HZ2303
 HZ2303.The horizontal coordinates were established by classical geodetic methods
 HZ2303.and adjusted by the National Geodetic Survey in May 1999.
 HZ2303
 HZ2303.The orthometric height was scaled from a topographic map.
 HZ2303
 HZ2303.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2303.GEOID18 height accuracy estimate available here.
 HZ2303
 HZ2303.Click photographs - Photos may exist for this station.
 HZ2303
 HZ2303.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2303
 HZ2303. The following values were computed from the NAD 83(1997) position.
 HZ2303
 HZ2303;                    North         East     Units Scale Factor Converg.
 HZ2303;SPC IN E     -   351,616.278    80,212.671   MT  0.99997149   -0 08 26.8
 HZ2303;SPC IN E     - 1,153,594.41    263,164.40   sFT  0.99997149   -0 08 26.8
 HZ2303;UTM  16      - 4,252,475.945   596,621.162   MT  0.99971497   +0 41 15.9
 HZ2303
 HZ2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2303!SPC IN E     -   0.99996055  x   0.99997149  =   0.99993204
 HZ2303!UTM  16      -   0.99996055  x   0.99971497  =   0.99967553
 HZ2303
 HZ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9662152475(NAD 83)
 HZ2303
 HZ2303                          SUPERSEDED SURVEY CONTROL
 HZ2303
 HZ2303  NAD 83(1993)-  38 24 55.11376(N)    085 53 35.67436(W) AD(       ) 2
 HZ2303  NAD 83(1986)-  38 24 55.11672(N)    085 53 35.68027(W) AD(       ) 2
 HZ2303  NAD 27      -  38 24 54.88700(N)    085 53 35.80100(W) AD(       ) 2
 HZ2303
 HZ2303.Superseded values are not recommended for survey control.
 HZ2303
 HZ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2303.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2303
 HZ2303_MARKER: DB = BENCH MARK DISK
 HZ2303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ2303_SP_SET: SIDEWALK
 HZ2303_STAMPING: W 10 936 1937
 HZ2303_MARK LOGO: USGS
 HZ2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2303
 HZ2303  HISTORY     - Date     Condition        Report By
 HZ2303  HISTORY     - 1937     MONUMENTED       USGS
 HZ2303  HISTORY     - 1947     GOOD             CGS
 HZ2303
 HZ2303                          STATION DESCRIPTION
 HZ2303
 HZ2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2303'THIS IS A TRAVERSE STATION.
 HZ2303'
 HZ2303'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF BORDEN AND IN THE
 HZ2303'SMALL SETTLEMENT OF STARLIGHT, AND NEAR ENTRANCE TO THE
 HZ2303'ST. JOHNS CATHOLIC SCHOOL BUILDING. THE DISK IS A STANDARD U.S.G.S.
 HZ2303'BENCH MARK DISK SET IN A DRILLED HOLE IN CONCRETE SIDE WALK. THE
 HZ2303'DISK IS STAMPED W 10 936 1937.
 HZ2303'
 HZ2303'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION STARLIGHT
 HZ2303'TO W 10 936 1937. IT IS 31.182 METERS 102.30 FEET NORTHEAST OF THE
 HZ2303'TRIANGULATION STATION.
 HZ2303'
 HZ2303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND THE
 HZ2303'MAIN CROSSROAD IN BORDEN, GO SOUTH ON A GRAVELED ROAD FOR 0.4
 HZ2303'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.4 MILES TO A SIDE ROAD
 HZ2303'LEFT, TURN LEFT AND GO UP HILL FOR 1.65 MILES TO A SIDE ROAD
 HZ2303'LEFT, TURN LEFT AND GO 0.05 MILE TO A T-ROAD INTERSECTION, TURN RIGHT
 HZ2303'AND GO 0.6 MILE TO ANOTHER T-ROAD INTERSECTION, TURN LEFT AND
 HZ2303'GO 2.6 MILES TO THE ST. JOHNS SCHOOL ON THE LEFT, AND THE STATION AS
 HZ2303'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0664 ***********************************************************************
 JA0664  DESIGNATION -  W 10 RESET
 JA0664  PID         -  JA0664
 JA0664  STATE/COUNTY-  IN/LAWRENCE
 JA0664  COUNTRY     -  US
 JA0664  USGS QUAD   -  HURON (2019)
 JA0664
 JA0664                         *CURRENT SURVEY CONTROL
 JA0664  ______________________________________________________________________
 JA0664* NAD 83(1986) POSITION- 38 43 18.     (N) 086 39 47.     (W)   SCALED
 JA0664* NAVD 88 ORTHO HEIGHT -   171.543 (meters)      562.80  (feet) ADJUSTED
 JA0664  ______________________________________________________________________
 JA0664  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JA0664  DYNAMIC HEIGHT  -        171.432 (meters)      562.44  (feet) COMP
 JA0664  MODELED GRAVITY -    979,980.7   (mgal)                       NAVD 88
 JA0664
 JA0664  VERT ORDER      -  FIRST     CLASS II
 JA0664
 JA0664.The horizontal coordinates were scaled from a map and have
 JA0664.an estimated accuracy of +/- 6 seconds.
 JA0664
 JA0664.The orthometric height was determined by differential leveling and
 JA0664.adjusted by the NATIONAL GEODETIC SURVEY
 JA0664.in June 1991.
 JA0664
 JA0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0664.GEOID18 height accuracy estimate available here.
 JA0664
 JA0664.Click photographs - Photos may exist for this station.
 JA0664
 JA0664.The dynamic height is computed by dividing the NAVD 88
 JA0664.geopotential number by the normal gravity value computed on the
 JA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0664.degrees latitude (g = 980.6199 gals.).
 JA0664
 JA0664.The modeled gravity was interpolated from observed gravity values.
 JA0664
 JA0664;                    North         East    Units  Estimated Accuracy
 JA0664;SPC IN W     -   385,680.      936,550.      MT  (+/- 180 meters Scaled)
 JA0664
 JA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH292859(NAD 83)
 JA0664
 JA0664                          SUPERSEDED SURVEY CONTROL
 JA0664
 JA0664  NGVD 29 (??/??/92)  171.666  (m)          563.21   (f) ADJ UNCH    1 2
 JA0664
 JA0664.Superseded values are not recommended for survey control.
 JA0664
 JA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0664.See file dsdata.pdf to determine how the superseded data were derived.
 JA0664
 JA0664_MARKER: DB = BENCH MARK DISK
 JA0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0664_SP_SET: BRIDGE
 JA0664_STAMPING: W 10 RESET 1956
 JA0664_MARK LOGO: CGS
 JA0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0664
 JA0664  HISTORY     - Date     Condition        Report By
 JA0664  HISTORY     - 1956     MONUMENTED       BORR
 JA0664  HISTORY     - 1965     GOOD             CGS
 JA0664
 JA0664                          STATION DESCRIPTION
 JA0664
 JA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0664'0.6 MI E FROM HURON.
 JA0664'ABOUT 0.55 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0664'THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 5, T 3 N,
 JA0664'R 2 W, 1 POLE WEST OF MILEPOST 137-20, 6 FEET SOUTH OF THE SOUTH
 JA0664'RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH BALLAST WALL
 JA0664'AT THE WEST ABUTMENT OF RAILROAD BRIDGE NUMBER 137/48, AND
 JA0664'ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1733 ***********************************************************************
 LB1733  DESIGNATION -  W 100
 LB1733  PID         -  LB1733
 LB1733  STATE/COUNTY-  IN/WARREN
 LB1733  COUNTRY     -  US
 LB1733  USGS QUAD   -  PINE VILLAGE (2019)
 LB1733
 LB1733                         *CURRENT SURVEY CONTROL
 LB1733  ______________________________________________________________________
 LB1733* NAD 83(1986) POSITION- 40 24 44.12   (N) 087 17 19.27   (W)   HD_HELD1
 LB1733* NAVD 88 ORTHO HEIGHT -   222.903 (meters)      731.31  (feet) ADJUSTED
 LB1733  ______________________________________________________________________
 LB1733  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 LB1733  DYNAMIC HEIGHT  -        222.791 (meters)      730.94  (feet) COMP
 LB1733  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 LB1733
 LB1733  VERT ORDER      -  SECOND    CLASS 0
 LB1733
 LB1733.The horizontal coordinates were determined by differentially corrected
 LB1733.hand held GPS observations or other comparable positioning techniques
 LB1733.and have an estimated accuracy of +/- 3 meters.
 LB1733
 LB1733.The orthometric height was determined by differential leveling and
 LB1733.adjusted by the NATIONAL GEODETIC SURVEY
 LB1733.in June 1991.
 LB1733
 LB1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1733.GEOID18 height accuracy estimate available here.
 LB1733
 LB1733.Click photographs - Photos may exist for this station.
 LB1733
 LB1733.The dynamic height is computed by dividing the NAVD 88
 LB1733.geopotential number by the normal gravity value computed on the
 LB1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1733.degrees latitude (g = 980.6199 gals.).
 LB1733
 LB1733.The modeled gravity was interpolated from observed gravity values.
 LB1733
 LB1733;                    North         East    Units  Estimated Accuracy
 LB1733;SPC IN W     -   573,312.6     882,570.6     MT  (+/- 3 meters HH1 GPS) 
 LB1733
 LB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7550673555(NAD 83)
 LB1733
 LB1733                          SUPERSEDED SURVEY CONTROL
 LB1733
 LB1733  NGVD 29 (??/??/92)  222.961  (m)          731.50   (f) ADJ UNCH    2 0
 LB1733
 LB1733.Superseded values are not recommended for survey control.
 LB1733
 LB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1733.See file dsdata.pdf to determine how the superseded data were derived.
 LB1733
 LB1733_MARKER: DB = BENCH MARK DISK
 LB1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1733_STAMPING: W 100 1946
 LB1733_MARK LOGO: CGS
 LB1733_PROJECTION: PROJECTING 30 CENTIMETERS
 LB1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1733+STABILITY: SURFACE MOTION
 LB1733
 LB1733  HISTORY     - Date     Condition        Report By
 LB1733  HISTORY     - 1946     MONUMENTED       CGS
 LB1733  HISTORY     - 20170718 GOOD             INDOT
 LB1733
 LB1733                          STATION DESCRIPTION
 LB1733
 LB1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1733'1.7 MI SE FROM RAINSVILLE.
 LB1733'ABOUT 0.35 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE PINE
 LB1733'TOWNSHIP SCHOOL AT RAINSVILLE, THENCE ABOUT 1.35 MILES EAST
 LB1733'ALONG A GRAVEL ROAD, ABOUT 150 FEET EAST OF A GRAVEL ROAD
 LB1733'LEADING NORTH, 74 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LB1733'WHITE HOUSE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.5
 LB1733'FEET SOUTH OF A FENCE CORNER POST, 1 FOOT WEST OF A WIRE FENCE,
 LB1733'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED W 100
 LB1733'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1733'ABOVE GROUND.
 LB1733
 LB1733                          STATION RECOVERY (2017)
 LB1733
 LB1733'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB1733'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0965 ***********************************************************************
 KA0965  DESIGNATION -  W 101
 KA0965  PID         -  KA0965
 KA0965  STATE/COUNTY-  IN/PARKE
 KA0965  COUNTRY     -  US
 KA0965  USGS QUAD   -  WALLACE (2019)
 KA0965
 KA0965                         *CURRENT SURVEY CONTROL
 KA0965  ______________________________________________________________________
 KA0965* NAD 83(1986) POSITION- 39 54 01.     (N) 087 14 10.     (W)   SCALED
 KA0965* NAVD 88 ORTHO HEIGHT -   161.052 (meters)      528.38  (feet) ADJUSTED
 KA0965  ______________________________________________________________________
 KA0965  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 KA0965  DYNAMIC HEIGHT  -        160.963 (meters)      528.09  (feet) COMP
 KA0965  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0965
 KA0965  VERT ORDER      -  SECOND    CLASS 0
 KA0965
 KA0965.The horizontal coordinates were scaled from a map and have
 KA0965.an estimated accuracy of +/- 6 seconds.
 KA0965
 KA0965.The orthometric height was determined by differential leveling and
 KA0965.adjusted by the NATIONAL GEODETIC SURVEY
 KA0965.in June 1991.
 KA0965
 KA0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0965.GEOID18 height accuracy estimate available here.
 KA0965
 KA0965.Click photographs - Photos may exist for this station.
 KA0965
 KA0965.The dynamic height is computed by dividing the NAVD 88
 KA0965.geopotential number by the normal gravity value computed on the
 KA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0965.degrees latitude (g = 980.6199 gals.).
 KA0965
 KA0965.The modeled gravity was interpolated from observed gravity values.
 KA0965
 KA0965;                    North         East    Units  Estimated Accuracy
 KA0965;SPC IN W     -   516,460.      886,940.      MT  (+/- 180 meters Scaled)
 KA0965
 KA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798167(NAD 83)
 KA0965
 KA0965                          SUPERSEDED SURVEY CONTROL
 KA0965
 KA0965  NGVD 29 (??/??/92)  161.140  (m)          528.67   (f) ADJ UNCH    2 0
 KA0965
 KA0965.Superseded values are not recommended for survey control.
 KA0965
 KA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0965.See file dsdata.pdf to determine how the superseded data were derived.
 KA0965
 KA0965_MARKER: DB = BENCH MARK DISK
 KA0965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0965_SP_SET: CULVERT HEADWALL
 KA0965_STAMPING: W 101 1946
 KA0965_MARK LOGO: CGS
 KA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0965+STABILITY: SURFACE MOTION
 KA0965
 KA0965  HISTORY     - Date     Condition        Report By
 KA0965  HISTORY     - 1946     MONUMENTED       CGS
 KA0965
 KA0965                          STATION DESCRIPTION
 KA0965
 KA0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0965'10 MI N FROM ROCKVILLE.
 KA0965'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE
 KA0965'AT ROCKVILLE, THENCE ABOUT 9.65 MILES NORTH ALONG U.S. HIGHWAY
 KA0965'41, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST, SET
 KA0965'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A FIVE FOOT
 KA0965'CONCRETE CULVERT, 18 FEET WEST OF AND ABOUT 1 FOOT BELOW THE
 KA0965'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 101 1946.
 KA0965'NOTE-- THIS MARK MAY BE REACHED FROM THE CROSS ROADS AT STEAM
 KA0965'CORNER BY GOING ABOUT 10.05 MILES SOUTH ALONG U.S. HIGHWAY 41.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1010 ***********************************************************************
 KA1010  DESIGNATION -  W 102
 KA1010  PID         -  KA1010
 KA1010  STATE/COUNTY-  IN/MONTGOMERY
 KA1010  COUNTRY     -  US
 KA1010  USGS QUAD   -  ALAMO (2019)
 KA1010
 KA1010                         *CURRENT SURVEY CONTROL
 KA1010  ______________________________________________________________________
 KA1010* NAD 83(1986) POSITION- 39 55 30.     (N) 087 02 38.     (W)   SCALED
 KA1010* NAVD 88 ORTHO HEIGHT -   234.093 (meters)      768.02  (feet) ADJUSTED
 KA1010  ______________________________________________________________________
 KA1010  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 KA1010  DYNAMIC HEIGHT  -        233.963 (meters)      767.59  (feet) COMP
 KA1010  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 KA1010
 KA1010  VERT ORDER      -  SECOND    CLASS 0
 KA1010
 KA1010.The horizontal coordinates were scaled from a map and have
 KA1010.an estimated accuracy of +/- 6 seconds.
 KA1010
 KA1010.The orthometric height was determined by differential leveling and
 KA1010.adjusted by the NATIONAL GEODETIC SURVEY
 KA1010.in June 1991.
 KA1010
 KA1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1010.GEOID18 height accuracy estimate available here.
 KA1010
 KA1010.Click photographs - Photos may exist for this station.
 KA1010
 KA1010.The dynamic height is computed by dividing the NAVD 88
 KA1010.geopotential number by the normal gravity value computed on the
 KA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1010.degrees latitude (g = 980.6199 gals.).
 KA1010
 KA1010.The modeled gravity was interpolated from observed gravity values.
 KA1010
 KA1010;                    North         East    Units  Estimated Accuracy
 KA1010;SPC IN W     -   519,190.      903,370.      MT  (+/- 180 meters Scaled)
 KA1010
 KA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK962194(NAD 83)
 KA1010
 KA1010                          SUPERSEDED SURVEY CONTROL
 KA1010
 KA1010  NGVD 29 (??/??/92)  234.180  (m)          768.31   (f) ADJ UNCH    2 0
 KA1010
 KA1010.Superseded values are not recommended for survey control.
 KA1010
 KA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1010.See file dsdata.pdf to determine how the superseded data were derived.
 KA1010
 KA1010_MARKER: DB = BENCH MARK DISK
 KA1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1010_STAMPING: W 102 1946
 KA1010_MARK LOGO: CGS
 KA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1010+STABILITY: SURFACE MOTION
 KA1010
 KA1010  HISTORY     - Date     Condition        Report By
 KA1010  HISTORY     - 1946     MONUMENTED       CGS
 KA1010
 KA1010                          STATION DESCRIPTION
 KA1010
 KA1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1010'6 MI NW FROM BROWNS VALLEY.
 KA1010'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1010'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 4.3 MILES WEST ALONG
 KA1010'STATE HIGHWAY 234, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH
 KA1010'TO WAVELAND, 1.55 MILES WEST OF THE FREEDOM BAPTIST CHURCH, 26
 KA1010'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE
 KA1010'PROLONGED CENTER LINE OF THE ROAD SOUTH, 19.6 FEET WEST OF A
 KA1010'LARGE CONCRETE CORNER POST, 2 FEET SOUTH OF A WIRE FENCE, 2 FEET
 KA1010'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 KA1010'CENTER LINE OF THE ROAD.  NOTE-- THIS MARK MAY BE REACHED FROM
 KA1010'THE CROSS ROAD AT WAVELAND BY GOING NORTH ALONG 3.0 MILES ALONG
 KA1010'A PAVED ROAD TO THE JUNCTION OF STATE HIGHWAY 234.  A STANDARD
 KA1010'DISK, STAMPED W 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1010'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0979 ***********************************************************************
 KA0979  DESIGNATION -  W 103
 KA0979  PID         -  KA0979
 KA0979  STATE/COUNTY-  IN/VERMILLION
 KA0979  COUNTRY     -  US
 KA0979  USGS QUAD   -  NEWPORT (2019)
 KA0979
 KA0979                         *CURRENT SURVEY CONTROL
 KA0979  ______________________________________________________________________
 KA0979* NAD 83(1986) POSITION- 39 57 07.     (N) 087 26 44.     (W)   SCALED
 KA0979* NAVD 88 ORTHO HEIGHT -   149.776 (meters)      491.39  (feet) ADJUSTED
 KA0979  ______________________________________________________________________
 KA0979  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 KA0979  DYNAMIC HEIGHT  -        149.697 (meters)      491.13  (feet) COMP
 KA0979  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 KA0979
 KA0979  VERT ORDER      -  SECOND    CLASS 0
 KA0979
 KA0979.The horizontal coordinates were scaled from a map and have
 KA0979.an estimated accuracy of +/- 6 seconds.
 KA0979
 KA0979.The orthometric height was determined by differential leveling and
 KA0979.adjusted by the NATIONAL GEODETIC SURVEY
 KA0979.in June 1991.
 KA0979
 KA0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0979.GEOID18 height accuracy estimate available here.
 KA0979
 KA0979.Click photographs - Photos may exist for this station.
 KA0979
 KA0979.The dynamic height is computed by dividing the NAVD 88
 KA0979.geopotential number by the normal gravity value computed on the
 KA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0979.degrees latitude (g = 980.6199 gals.).
 KA0979
 KA0979.The modeled gravity was interpolated from observed gravity values.
 KA0979
 KA0979;                    North         East    Units  Estimated Accuracy
 KA0979;SPC IN W     -   522,250.      869,050.      MT  (+/- 180 meters Scaled)
 KA0979
 KA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK619225(NAD 83)
 KA0979
 KA0979                          SUPERSEDED SURVEY CONTROL
 KA0979
 KA0979  NGVD 29 (??/??/92)  149.838  (m)          491.59   (f) ADJ UNCH    2 0
 KA0979
 KA0979.Superseded values are not recommended for survey control.
 KA0979
 KA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0979.See file dsdata.pdf to determine how the superseded data were derived.
 KA0979
 KA0979_MARKER: DB = BENCH MARK DISK
 KA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0979_STAMPING: W 103 1946
 KA0979_MARK LOGO: CGS
 KA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0979+STABILITY: SURFACE MOTION
 KA0979
 KA0979  HISTORY     - Date     Condition        Report By
 KA0979  HISTORY     - 1946     MONUMENTED       CGS
 KA0979  HISTORY     - 1964     MARK NOT FOUND   USGS
 KA0979
 KA0979                          STATION DESCRIPTION
 KA0979
 KA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0979'1.1 MI E FROM CAYUGA.
 KA0979'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST OFFICE
 KA0979'AT CAYUGA, 0.3 MILE EAST OF THE INTERSECTION OF STATE HIGHWAYS
 KA0979'63 AND 234, ABOUT IN LINE WITH THE CENTER LINE OF A FARM ROAD
 KA0979'RUNNING NORTH, 30 FEET NORTHEAST OF POWER LINE POLE NO. 276-873,
 KA0979'22 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA0979'HIGHWAY, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 KA0979'STANDARD DISK, STAMPED W 103 1946 AND SET IN THE TOP OF A
 KA0979'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0979
 KA0979                          STATION RECOVERY (1964)
 KA0979
 KA0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KA0979'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1778 ***********************************************************************
 LB1778  DESIGNATION -  W 104
 LB1778  PID         -  LB1778
 LB1778  STATE/COUNTY-  IN/MONTGOMERY
 LB1778  COUNTRY     -  US
 LB1778  USGS QUAD   -  WAYNETOWN (2019)
 LB1778
 LB1778                         *CURRENT SURVEY CONTROL
 LB1778  ______________________________________________________________________
 LB1778* NAD 83(1986) POSITION- 40 04 04.     (N) 087 03 30.     (W)   SCALED
 LB1778* NAVD 88 ORTHO HEIGHT -   236.225 (meters)      775.01  (feet) ADJUSTED
 LB1778  ______________________________________________________________________
 LB1778  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LB1778  DYNAMIC HEIGHT  -        236.099 (meters)      774.60  (feet) COMP
 LB1778  MODELED GRAVITY -    980,085.7   (mgal)                       NAVD 88
 LB1778
 LB1778  VERT ORDER      -  SECOND    CLASS 0
 LB1778
 LB1778.The horizontal coordinates were scaled from a map and have
 LB1778.an estimated accuracy of +/- 6 seconds.
 LB1778
 LB1778.The orthometric height was determined by differential leveling and
 LB1778.adjusted by the NATIONAL GEODETIC SURVEY
 LB1778.in June 1991.
 LB1778
 LB1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1778.GEOID18 height accuracy estimate available here.
 LB1778
 LB1778.Click photographs - Photos may exist for this station.
 LB1778
 LB1778.The dynamic height is computed by dividing the NAVD 88
 LB1778.geopotential number by the normal gravity value computed on the
 LB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1778.degrees latitude (g = 980.6199 gals.).
 LB1778
 LB1778.The modeled gravity was interpolated from observed gravity values.
 LB1778
 LB1778;                    North         East    Units  Estimated Accuracy
 LB1778;SPC IN W     -   535,040.      902,130.      MT  (+/- 180 meters Scaled)
 LB1778
 LB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950352(NAD 83)
 LB1778
 LB1778                          SUPERSEDED SURVEY CONTROL
 LB1778
 LB1778  NGVD 29 (??/??/92)  236.306  (m)          775.28   (f) ADJ UNCH    2 0
 LB1778
 LB1778.Superseded values are not recommended for survey control.
 LB1778
 LB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1778.See file dsdata.pdf to determine how the superseded data were derived.
 LB1778
 LB1778_MARKER: DB = BENCH MARK DISK
 LB1778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1778_SP_SET: CULVERT HEADWALL
 LB1778_STAMPING: W 104 1946
 LB1778_MARK LOGO: CGS
 LB1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1778+STABILITY: SURFACE MOTION
 LB1778
 LB1778  HISTORY     - Date     Condition        Report By
 LB1778  HISTORY     - 1946     MONUMENTED       CGS
 LB1778
 LB1778                          STATION DESCRIPTION
 LB1778
 LB1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1778'1.4 MI S FROM WAYNETOWN.
 LB1778'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1778'WITH STATE HIGHWAY 34 AT WAYNETOWN, 0.45 MILE NORTH OF A CROSS
 LB1778'ROAD, 0.3 MILE NORTH OF A POPLAR RIDGE STOCK FARM, SET IN THE
 LB1778'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 4 FOOT
 LB1778'CORRUGATED PIPE CULVERT, 22 FEET EAST OF AND ABOUT 2 FEET BELOW
 LB1778'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W
 LB1778'104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2718 ***********************************************************************
 LB2718  DESIGNATION -  W 104 RESET
 LB2718  PID         -  LB2718
 LB2718  STATE/COUNTY-  IN/MONTGOMERY
 LB2718  COUNTRY     -  US
 LB2718  USGS QUAD   -  WAYNETOWN (2019)
 LB2718
 LB2718                         *CURRENT SURVEY CONTROL
 LB2718  ______________________________________________________________________
 LB2718* NAD 83(1986) POSITION- 40 04 04.     (N) 087 03 30.     (W)   SCALED
 LB2718* NAVD 88 ORTHO HEIGHT -   235.36  (meters)      772.2   (feet) RESET
 LB2718  ______________________________________________________________________
 LB2718  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LB2718  VERT ORDER      -  THIRD
 LB2718
 LB2718.The horizontal coordinates were scaled from a map and have
 LB2718.an estimated accuracy of +/- 6 seconds.
 LB2718
 LB2718.The orthometric height was computed from unverified reset data.
 LB2718
 LB2718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2718.GEOID18 height accuracy estimate available here.
 LB2718
 LB2718.Click photographs - Photos may exist for this station.
 LB2718
 LB2718;                    North         East    Units  Estimated Accuracy
 LB2718;SPC IN W     -   535,040.      902,130.      MT  (+/- 180 meters Scaled)
 LB2718
 LB2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950352(NAD 83)
 LB2718
 LB2718                          SUPERSEDED SURVEY CONTROL
 LB2718
 LB2718  NGVD 29 (08/22/16)  235.44   (m)          772.4    (f) RESET       3  
 LB2718
 LB2718.Superseded values are not recommended for survey control.
 LB2718
 LB2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2718.See file dsdata.pdf to determine how the superseded data were derived.
 LB2718
 LB2718_MARKER: DV = VERTICAL CONTROL DISK
 LB2718_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB2718+WITH SETTING: PAVEMENT
 LB2718_SP_SET: PEDESTAL
 LB2718_STAMPING: W 104 RESET 1987
 LB2718_MARK LOGO: NGS
 LB2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2718+STABILITY: SURFACE MOTION
 LB2718
 LB2718  HISTORY     - Date     Condition        Report By
 LB2718  HISTORY     - 1987     MONUMENTED       INHD
 LB2718
 LB2718                          STATION DESCRIPTION
 LB2718
 LB2718'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 LB2718'IN WAYNETOWN.
 LB2718'2.9 MILES NORTH ALONG STATE ROUTE 25 FROM ITS JUNCTION WITH STATE
 LB2718'ROUTE 32, ALSO 0.45 MILES NORTH OF A CROSSROAD, 45 FEET NORTH OF A 42
 LB2718'INCH CORREGATED METAL PIPE (BITUMINOUS COATED).  34 FEET WEST OF THE
 LB2718'CENTERLINE OF STATE ROUTE 25, SET IN A CONCRETE PEDESTAL FLUSH WITH
 LB2718'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1408 ***********************************************************************
 LB1408  DESIGNATION -  W 106
 LB1408  PID         -  LB1408
 LB1408  STATE/COUNTY-  IN/NEWTON
 LB1408  COUNTRY     -  US
 LB1408  USGS QUAD   -  KENTLAND (2019)
 LB1408
 LB1408                         *CURRENT SURVEY CONTROL
 LB1408  ______________________________________________________________________
 LB1408* NAD 83(1986) POSITION- 40 51 57.     (N) 087 22 58.     (W)   SCALED
 LB1408* NAVD 88 ORTHO HEIGHT -   201.582 (meters)      661.36  (feet) ADJUSTED
 LB1408  ______________________________________________________________________
 LB1408  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 LB1408  DYNAMIC HEIGHT  -        201.493 (meters)      661.07  (feet) COMP
 LB1408  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 LB1408
 LB1408  VERT ORDER      -  SECOND    CLASS 0
 LB1408
 LB1408.The horizontal coordinates were scaled from a map and have
 LB1408.an estimated accuracy of +/- 6 seconds.
 LB1408
 LB1408.The orthometric height was determined by differential leveling and
 LB1408.adjusted by the NATIONAL GEODETIC SURVEY
 LB1408.in June 1991.
 LB1408
 LB1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1408.GEOID18 height accuracy estimate available here.
 LB1408
 LB1408.Click photographs - Photos may exist for this station.
 LB1408
 LB1408.The dynamic height is computed by dividing the NAVD 88
 LB1408.geopotential number by the normal gravity value computed on the
 LB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1408.degrees latitude (g = 980.6199 gals.).
 LB1408
 LB1408.The modeled gravity was interpolated from observed gravity values.
 LB1408
 LB1408;                    North         East    Units  Estimated Accuracy
 LB1408;SPC IN W     -   623,700.      874,760.      MT  (+/- 180 meters Scaled)
 LB1408
 LB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL677239(NAD 83)
 LB1408
 LB1408                          SUPERSEDED SURVEY CONTROL
 LB1408
 LB1408  NGVD 29 (??/??/92)  201.655  (m)          661.60   (f) ADJ UNCH    2 0
 LB1408
 LB1408.Superseded values are not recommended for survey control.
 LB1408
 LB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1408.See file dsdata.pdf to determine how the superseded data were derived.
 LB1408
 LB1408_MARKER: DB = BENCH MARK DISK
 LB1408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1408_SP_SET: CULVERT HEADWALL
 LB1408_STAMPING: W 106 1946
 LB1408_MARK LOGO: CGS
 LB1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1408+STABILITY: SURFACE MOTION
 LB1408
 LB1408  HISTORY     - Date     Condition        Report By
 LB1408  HISTORY     - 1946     MONUMENTED       CGS
 LB1408  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1408
 LB1408                          STATION DESCRIPTION
 LB1408
 LB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1408'1 MI W FROM BROOK.
 LB1408'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 LB1408'BROOK, AT THE INTERSECTION WITH A GRAVEL ROAD LEADING NORTH AND
 LB1408'STATE HIGHWAY 555 LEADING SOUTH, 317 FEET WEST OF THE CENTER OF
 LB1408'THE INTERSECTION, 19 FEET NORTH OF THE CENTER LINE OF HIGHWAY 16,
 LB1408'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF AN
 LB1408'18-INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 LB1408
 LB1408                          STATION RECOVERY (2008)
 LB1408
 LB1408'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1408'HEADWALL ERODED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1427 ***********************************************************************
 LB1427  DESIGNATION -  W 107
 LB1427  PID         -  LB1427
 LB1427  STATE/COUNTY-  IN/JASPER
 LB1427  COUNTRY     -  US
 LB1427  USGS QUAD   -  WOLCOTT (2019)
 LB1427
 LB1427                         *CURRENT SURVEY CONTROL
 LB1427  ______________________________________________________________________
 LB1427* NAD 83(1986) POSITION- 40 52 00.67   (N) 087 02 02.36   (W)   HD_HELD1
 LB1427* NAVD 88 ORTHO HEIGHT -   208.578 (meters)      684.31  (feet) ADJUSTED
 LB1427  ______________________________________________________________________
 LB1427  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 LB1427  DYNAMIC HEIGHT  -        208.485 (meters)      684.00  (feet) COMP
 LB1427  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 LB1427
 LB1427  VERT ORDER      -  SECOND    CLASS 0
 LB1427
 LB1427.The horizontal coordinates were determined by differentially corrected
 LB1427.hand held GPS observations or other comparable positioning techniques
 LB1427.and have an estimated accuracy of +/- 3 meters.
 LB1427
 LB1427.The orthometric height was determined by differential leveling and
 LB1427.adjusted by the NATIONAL GEODETIC SURVEY
 LB1427.in June 1991.
 LB1427
 LB1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1427.GEOID18 height accuracy estimate available here.
 LB1427
 LB1427.Click photographs - Photos may exist for this station.
 LB1427
 LB1427.The dynamic height is computed by dividing the NAVD 88
 LB1427.geopotential number by the normal gravity value computed on the
 LB1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1427.degrees latitude (g = 980.6199 gals.).
 LB1427
 LB1427.The modeled gravity was interpolated from observed gravity values.
 LB1427
 LB1427;                    North         East    Units  Estimated Accuracy
 LB1427;SPC IN W     -   623,773.5     904,159.8     MT  (+/- 3 meters HH1 GPS) 
 LB1427
 LB1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9713523977(NAD 83)
 LB1427
 LB1427                          SUPERSEDED SURVEY CONTROL
 LB1427
 LB1427  NGVD 29 (??/??/92)  208.666  (m)          684.60   (f) ADJ UNCH    2 0
 LB1427
 LB1427.Superseded values are not recommended for survey control.
 LB1427
 LB1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1427.See file dsdata.pdf to determine how the superseded data were derived.
 LB1427
 LB1427_MARKER: DB = BENCH MARK DISK
 LB1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1427_STAMPING: W 107 1946
 LB1427_MARK LOGO: CGS
 LB1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1427+STABILITY: SURFACE MOTION
 LB1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1427+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 LB1427
 LB1427  HISTORY     - Date     Condition        Report By
 LB1427  HISTORY     - 1946     MONUMENTED       CGS
 LB1427  HISTORY     - 1955     GOOD             CGS
 LB1427  HISTORY     - 20071110 GOOD             GEOCAC
 LB1427  HISTORY     - 20080808 GOOD             GEOCAC
 LB1427  HISTORY     - 20120327 GOOD             IN-073
 LB1427  HISTORY     - 20140611 GOOD             INDOT
 LB1427
 LB1427                          STATION DESCRIPTION
 LB1427
 LB1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1427'8.1 MI W FROM MONON.
 LB1427'ABOUT 8.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1427'BUILDING AT MONON, AT A CROSS ROAD AND MILROY COMMUNITY CHURCH,
 LB1427'194 FEET EAST OF THE CENTER OF THE INTERSECTION, 115 FEET EAST
 LB1427'OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 38 FEET SOUTH
 LB1427'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF A FENCE
 LB1427'CORNER, 1 FOOT NORTH OF A WIRE FENCE LINE, SET IN THE TOP OF A
 LB1427'CONCRETE POST PROJECTING ABOUT 5 INCHES AND ABOUT LEVEL WITH THE
 LB1427'HIGHWAY.
 LB1427
 LB1427                          STATION RECOVERY (1955)
 LB1427
 LB1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LB1427'RECOVERED IN GOOD CONDITION.
 LB1427
 LB1427                          STATION RECOVERY (2007)
 LB1427
 LB1427'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1427'RECOVERED IN GOOD CONDITION.
 LB1427
 LB1427                          STATION RECOVERY (2008)
 LB1427
 LB1427'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1427'RECOVERED IN GOOD CONDITION.
 LB1427
 LB1427                          STATION RECOVERY (2012)
 LB1427
 LB1427'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1427'RECOVERED IN GOOD CONDITION.
 LB1427
 LB1427                          STATION RECOVERY (2014)
 LB1427
 LB1427'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 LB1427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1434 ***********************************************************************
 LB1434  DESIGNATION -  W 108
 LB1434  PID         -  LB1434
 LB1434  STATE/COUNTY-  IN/JASPER
 LB1434  COUNTRY     -  US
 LB1434  USGS QUAD   -  WOLCOTT (2019)
 LB1434
 LB1434                         *CURRENT SURVEY CONTROL
 LB1434  ______________________________________________________________________
 LB1434* NAD 83(1986) POSITION- 40 45 33.     (N) 087 05 55.     (W)   SCALED
 LB1434* NAVD 88 ORTHO HEIGHT -   224.097 (meters)      735.22  (feet) ADJUSTED
 LB1434  ______________________________________________________________________
 LB1434  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 LB1434  DYNAMIC HEIGHT  -        223.994 (meters)      734.89  (feet) COMP
 LB1434  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 LB1434
 LB1434  VERT ORDER      -  SECOND    CLASS 0
 LB1434
 LB1434.The horizontal coordinates were scaled from a map and have
 LB1434.an estimated accuracy of +/- 6 seconds.
 LB1434
 LB1434.The orthometric height was determined by differential leveling and
 LB1434.adjusted by the NATIONAL GEODETIC SURVEY
 LB1434.in June 1991.
 LB1434
 LB1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1434.GEOID18 height accuracy estimate available here.
 LB1434
 LB1434.Click photographs - Photos may exist for this station.
 LB1434
 LB1434.The dynamic height is computed by dividing the NAVD 88
 LB1434.geopotential number by the normal gravity value computed on the
 LB1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1434.degrees latitude (g = 980.6199 gals.).
 LB1434
 LB1434.The modeled gravity was interpolated from observed gravity values.
 LB1434
 LB1434;                    North         East    Units  Estimated Accuracy
 LB1434;SPC IN W     -   611,810.      898,710.      MT  (+/- 180 meters Scaled)
 LB1434
 LB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL916120(NAD 83)
 LB1434
 LB1434                          SUPERSEDED SURVEY CONTROL
 LB1434
 LB1434  NGVD 29 (??/??/92)  224.176  (m)          735.48   (f) ADJ UNCH    2 0
 LB1434
 LB1434.Superseded values are not recommended for survey control.
 LB1434
 LB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1434.See file dsdata.pdf to determine how the superseded data were derived.
 LB1434
 LB1434_MARKER: DB = BENCH MARK DISK
 LB1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1434_STAMPING: W 108 1946
 LB1434_MARK LOGO: CGS
 LB1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1434+STABILITY: SURFACE MOTION
 LB1434
 LB1434  HISTORY     - Date     Condition        Report By
 LB1434  HISTORY     - 1946     MONUMENTED       CGS
 LB1434  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1434  HISTORY     - 20080808 GOOD             GEOCAC
 LB1434  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1434
 LB1434                          STATION DESCRIPTION
 LB1434
 LB1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1434'3 MI W FROM WOLCOTT.
 LB1434'ABOUT 3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1434'STATION AT WOLCOTT, AT A DIRT ROAD CROSSING AND THE JASPER-WHITE
 LB1434'COUNTY LINE, 46 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 29 FEET
 LB1434'WEST OF THE CENTER LINE OF A DIRT ROAD, 50 FEET SOUTHEAST OF
 LB1434'MILEPOST 39, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE,
 LB1434'6.5 FEET WEST OF THE FENCE CORNER, AND ABOUT LEVEL WITH THE
 LB1434'TRACK.  A STANDARD DISK, STAMPED W 108 1946 AND SET IN THE TOP
 LB1434'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB1434
 LB1434                          STATION RECOVERY (2007)
 LB1434
 LB1434'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1434'MARK NOT FOUND.
 LB1434
 LB1434                          STATION RECOVERY (2008)
 LB1434
 LB1434'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1434'RECOVERED IN GOOD CONDITION.
 LB1434
 LB1434                          STATION RECOVERY (2012)
 LB1434
 LB1434'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1366 ***********************************************************************
 LB1366  DESIGNATION -  W 109
 LB1366  PID         -  LB1366
 LB1366  STATE/COUNTY-  IN/JASPER
 LB1366  COUNTRY     -  US
 LB1366  USGS QUAD   -  MCCOYSBURG (2019)
 LB1366
 LB1366                         *CURRENT SURVEY CONTROL
 LB1366  ______________________________________________________________________
 LB1366* NAD 83(1986) POSITION- 40 56 03.     (N) 087 00 10.     (W)   SCALED
 LB1366* NAVD 88 ORTHO HEIGHT -   207.298 (meters)      680.11  (feet) ADJUSTED
 LB1366  ______________________________________________________________________
 LB1366  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 LB1366  DYNAMIC HEIGHT  -        207.207 (meters)      679.81  (feet) COMP
 LB1366  MODELED GRAVITY -    980,178.8   (mgal)                       NAVD 88
 LB1366
 LB1366  VERT ORDER      -  SECOND    CLASS 0
 LB1366
 LB1366.The horizontal coordinates were scaled from a map and have
 LB1366.an estimated accuracy of +/- 6 seconds.
 LB1366
 LB1366.The orthometric height was determined by differential leveling and
 LB1366.adjusted by the NATIONAL GEODETIC SURVEY
 LB1366.in June 1991.
 LB1366
 LB1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1366.GEOID18 height accuracy estimate available here.
 LB1366
 LB1366.Click photographs - Photos may exist for this station.
 LB1366
 LB1366.The dynamic height is computed by dividing the NAVD 88
 LB1366.geopotential number by the normal gravity value computed on the
 LB1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1366.degrees latitude (g = 980.6199 gals.).
 LB1366
 LB1366.The modeled gravity was interpolated from observed gravity values.
 LB1366
 LB1366;                    North         East    Units  Estimated Accuracy
 LB1366;SPC IN W     -   631,250.      906,780.      MT  (+/- 180 meters Scaled)
 LB1366
 LB1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL997314(NAD 83)
 LB1366
 LB1366                          SUPERSEDED SURVEY CONTROL
 LB1366
 LB1366  NGVD 29 (??/??/92)  207.391  (m)          680.42   (f) ADJ UNCH    2 0
 LB1366
 LB1366.Superseded values are not recommended for survey control.
 LB1366
 LB1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1366.See file dsdata.pdf to determine how the superseded data were derived.
 LB1366
 LB1366_MARKER: DB = BENCH MARK DISK
 LB1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1366_STAMPING: W 109 1946
 LB1366_MARK LOGO: CGS
 LB1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1366+STABILITY: SURFACE MOTION
 LB1366
 LB1366  HISTORY     - Date     Condition        Report By
 LB1366  HISTORY     - 1946     MONUMENTED       CGS
 LB1366  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 LB1366
 LB1366                          STATION DESCRIPTION
 LB1366
 LB1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1366'1 MI W FROM HANGING GROVE.
 LB1366'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AND
 LB1366'CROSS ROAD AT HANGING GROVE, AT THE INTERSECTION WITH A
 LB1366'NORTH-SOUTH GRAVEL ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE
 LB1366'HIGHWAY, 41 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LB1366'NORTH, 31.7 FEET SOUTHWEST OF A POWER POLE, 24 FEET NORTHEAST
 LB1366'OF A FENCE CORNER, ABOUT LEVEL WITH THE INTERSECTION AND SET
 LB1366'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LB1366
 LB1366                          STATION RECOVERY (2012)
 LB1366
 LB1366'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0973 ***********************************************************************
 JA0973  DESIGNATION -  W 11
 JA0973  PID         -  JA0973
 JA0973  STATE/COUNTY-  IN/DAVIESS
 JA0973  COUNTRY     -  US
 JA0973  USGS QUAD   -  WASHINGTON (2019)
 JA0973
 JA0973                         *CURRENT SURVEY CONTROL
 JA0973  ______________________________________________________________________
 JA0973* NAD 83(1986) POSITION- 38 38 43.26   (N) 087 13 44.71   (W)   HD_HELD1
 JA0973* NAVD 88 ORTHO HEIGHT -   136.187 (meters)      446.81  (feet) ADJUSTED
 JA0973  ______________________________________________________________________
 JA0973  GEOID HEIGHT    -        -32.219 (meters)                     GEOID18
 JA0973  DYNAMIC HEIGHT  -        136.100 (meters)      446.52  (feet) COMP
 JA0973  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 JA0973
 JA0973  VERT ORDER      -  FIRST     CLASS II
 JA0973
 JA0973.The horizontal coordinates were determined by differentially corrected
 JA0973.hand held GPS observations or other comparable positioning techniques
 JA0973.and have an estimated accuracy of +/- 3 meters.
 JA0973
 JA0973.The orthometric height was determined by differential leveling and
 JA0973.adjusted by the NATIONAL GEODETIC SURVEY
 JA0973.in June 1991.
 JA0973
 JA0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0973.GEOID18 height accuracy estimate available here.
 JA0973
 JA0973.Click photographs - Photos may exist for this station.
 JA0973
 JA0973.The dynamic height is computed by dividing the NAVD 88
 JA0973.geopotential number by the normal gravity value computed on the
 JA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0973.degrees latitude (g = 980.6199 gals.).
 JA0973
 JA0973.The modeled gravity was interpolated from observed gravity values.
 JA0973
 JA0973;                    North         East    Units  Estimated Accuracy
 JA0973;SPC IN W     -   377,137.2     887,311.6     MT  (+/- 3 meters HH1 GPS) 
 JA0973
 JA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8006477446(NAD 83)
 JA0973
 JA0973                          SUPERSEDED SURVEY CONTROL
 JA0973
 JA0973  NGVD 29 (??/??/92)  136.386  (m)          447.46   (f) ADJ UNCH    1 2
 JA0973
 JA0973.Superseded values are not recommended for survey control.
 JA0973
 JA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0973.See file dsdata.pdf to determine how the superseded data were derived.
 JA0973
 JA0973_MARKER: DB = BENCH MARK DISK
 JA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0973_STAMPING: W 11 1930
 JA0973_MARK LOGO: CGS
 JA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0973+STABILITY: SURFACE MOTION
 JA0973
 JA0973  HISTORY     - Date     Condition        Report By
 JA0973  HISTORY     - 1930     MONUMENTED       CGS
 JA0973  HISTORY     - 1965     GOOD             CGS
 JA0973  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0973  HISTORY     - 1986     GOOD             NGS
 JA0973
 JA0973                          STATION DESCRIPTION
 JA0973
 JA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0973'3.6 MI SW FROM WASHINGTON.
 JA0973'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0973'THE STATION AT WASHINGTON, THENCE 1.1 MILES SOUTH ALONG THE NEW
 JA0973'YORK CENTRAL RAILROAD, IN SECTION 62, T 3 N, R 7 W, 0.2 MILE
 JA0973'SOUTH OF A CROSSING OF THE RAILROAD AND U.S. HIGHWAY 50, 8 RAILS
 JA0973'NORTH OF MILEPOST 83, 20 FEET WEST OF THE WEST RAIL, 102 FEET
 JA0973'SOUTH-SOUTHEAST AND ACROSS A PRIVATE DIRT ROAD FROM THE SOUTHEAST
 JA0973'CORNER OF A HOUSE WHICH IS COVERED WITH IMITATION BRICK SIDING,
 JA0973'10 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 1.5 FEET EAST
 JA0973'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 JA0973'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0973
 JA0973                          STATION RECOVERY (1985)
 JA0973
 JA0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0973'MARK NOT FOUND.
 JA0973
 JA0973                          STATION RECOVERY (1986)
 JA0973
 JA0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0973'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA0973'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD AND THE
 JA0973'NEW YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.  NOTE--THE
 JA0973'MILEPOST MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW MILEPOST 113.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0743 ***********************************************************************
 ME0743  DESIGNATION -  W 110
 ME0743  PID         -  ME0743
 ME0743  STATE/COUNTY-  IN/JASPER
 ME0743  COUNTRY     -  US
 ME0743  USGS QUAD   -  MEDARYVILLE (2019)
 ME0743
 ME0743                         *CURRENT SURVEY CONTROL
 ME0743  ______________________________________________________________________
 ME0743* NAD 83(1986) POSITION- 41 05 59.     (N) 086 55 50.     (W)   SCALED
 ME0743* NAVD 88 ORTHO HEIGHT -   211.935 (meters)      695.32  (feet) ADJUSTED
 ME0743  ______________________________________________________________________
 ME0743  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 ME0743  DYNAMIC HEIGHT  -        211.843 (meters)      695.02  (feet) COMP
 ME0743  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 ME0743
 ME0743  VERT ORDER      -  SECOND    CLASS 0
 ME0743
 ME0743.The horizontal coordinates were scaled from a map and have
 ME0743.an estimated accuracy of +/- 6 seconds.
 ME0743
 ME0743.The orthometric height was determined by differential leveling and
 ME0743.adjusted by the NATIONAL GEODETIC SURVEY
 ME0743.in June 1991.
 ME0743
 ME0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0743.GEOID18 height accuracy estimate available here.
 ME0743
 ME0743.Click photographs - Photos may exist for this station.
 ME0743
 ME0743.The dynamic height is computed by dividing the NAVD 88
 ME0743.geopotential number by the normal gravity value computed on the
 ME0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0743.degrees latitude (g = 980.6199 gals.).
 ME0743
 ME0743.The modeled gravity was interpolated from observed gravity values.
 ME0743
 ME0743;                    North         East    Units  Estimated Accuracy
 ME0743;SPC IN W     -   649,640.      912,830.      MT  (+/- 180 meters Scaled)
 ME0743
 ME0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058498(NAD 83)
 ME0743
 ME0743                          SUPERSEDED SURVEY CONTROL
 ME0743
 ME0743  NGVD 29 (??/??/92)  212.032  (m)          695.64   (f) ADJ UNCH    2 0
 ME0743
 ME0743.Superseded values are not recommended for survey control.
 ME0743
 ME0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0743.See file dsdata.pdf to determine how the superseded data were derived.
 ME0743
 ME0743_MARKER: DB = BENCH MARK DISK
 ME0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0743_STAMPING: W 110 1946
 ME0743_MARK LOGO: CGS
 ME0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0743+STABILITY: SURFACE MOTION
 ME0743
 ME0743  HISTORY     - Date     Condition        Report By
 ME0743  HISTORY     - 1946     MONUMENTED       CGS
 ME0743  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME0743
 ME0743                          STATION DESCRIPTION
 ME0743
 ME0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0743'3.4 MI NW FROM MEDARYVILLE.
 ME0743'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0743'BUILDING AT MEDARYVILLE, THENCE 2.0 MILES WEST ALONG A GRAVEL
 ME0743'ROAD, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, AT THE
 ME0743'JASPER-PULASKI COUNTY LINE, 20 FEET WEST OF THE CENTER LINE OF
 ME0743'THE NORTH-SOUTH COUNTY LINE ROAD, 49 FEET SOUTH OF THE EAST-WEST
 ME0743'ROAD, 26.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A WIRE
 ME0743'FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 ME0743'POST PROJECTING ABOUT 5 INCHES.
 ME0743
 ME0743                          STATION RECOVERY (2012)
 ME0743
 ME0743'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME0743'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0897 ***********************************************************************
 LB0897  DESIGNATION -  W 111
 LB0897  PID         -  LB0897
 LB0897  STATE/COUNTY-  IN/BOONE
 LB0897  COUNTRY     -  US
 LB0897  USGS QUAD   -  SHANNONDALE (2019)
 LB0897
 LB0897                         *CURRENT SURVEY CONTROL
 LB0897  ______________________________________________________________________
 LB0897* NAD 83(1986) POSITION- 40 03 16.     (N) 086 40 16.     (W)   SCALED
 LB0897* NAVD 88 ORTHO HEIGHT -   266.372 (meters)      873.92  (feet) ADJUSTED
 LB0897  ______________________________________________________________________
 LB0897  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 LB0897  DYNAMIC HEIGHT  -        266.227 (meters)      873.45  (feet) COMP
 LB0897  MODELED GRAVITY -    980,076.6   (mgal)                       NAVD 88
 LB0897
 LB0897  VERT ORDER      -  SECOND    CLASS 0
 LB0897
 LB0897.The horizontal coordinates were scaled from a map and have
 LB0897.an estimated accuracy of +/- 6 seconds.
 LB0897
 LB0897.The orthometric height was determined by differential leveling and
 LB0897.adjusted by the NATIONAL GEODETIC SURVEY
 LB0897.in June 1991.
 LB0897
 LB0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0897.GEOID18 height accuracy estimate available here.
 LB0897
 LB0897.Click photographs - Photos may exist for this station.
 LB0897
 LB0897.The dynamic height is computed by dividing the NAVD 88
 LB0897.geopotential number by the normal gravity value computed on the
 LB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0897.degrees latitude (g = 980.6199 gals.).
 LB0897
 LB0897.The modeled gravity was interpolated from observed gravity values.
 LB0897
 LB0897;                    North         East    Units  Estimated Accuracy
 LB0897;SPC IN W     -   533,640.      935,170.      MT  (+/- 180 meters Scaled)
 LB0897
 LB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK280338(NAD 83)
 LB0897
 LB0897                          SUPERSEDED SURVEY CONTROL
 LB0897
 LB0897  NGVD 29 (??/??/92)  266.475  (m)          874.26   (f) ADJ UNCH    2 0
 LB0897
 LB0897.Superseded values are not recommended for survey control.
 LB0897
 LB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0897.See file dsdata.pdf to determine how the superseded data were derived.
 LB0897
 LB0897_MARKER: DB = BENCH MARK DISK
 LB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0897_STAMPING: W 111 1946
 LB0897_MARK LOGO: CGS
 LB0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0897+STABILITY: SURFACE MOTION
 LB0897
 LB0897  HISTORY     - Date     Condition        Report By
 LB0897  HISTORY     - 1946     MONUMENTED       CGS
 LB0897  HISTORY     - 1977     GOOD             LOCENG
 LB0897
 LB0897                          STATION DESCRIPTION
 LB0897
 LB0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0897'1.5 MI E FROM SHANNONDALE.
 LB0897'ALONG STATE HIGHWAY 32 ABOUT 1.5 MILE EAST OF THE SCHOOL AT
 LB0897'SHANNONDALE, ABOUT 1.2 MILE EAST OF THE MONTGOMERY-BOONE COUNTY
 LB0897'LINE, AND ABOUT 2.7 MILES WEST OF THE JEFFERSON TOWNSHIP SCHOOL
 LB0897'AT DOVER, AT THE JUNCTION WITH A SIDE ROAD LEADING SOUTH, 40 FEET
 LB0897'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF THE
 LB0897'CENTER LINE OF THE SIDE ROAD, 1.8 FOOT NORTH OF A FENCE CORNER,
 LB0897'AND 1 1/2 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LB0897'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED W 111 1946 AND SET
 LB0897'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0897
 LB0897                          STATION RECOVERY (1977)
 LB0897
 LB0897'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0889 ***********************************************************************
 LB0889  DESIGNATION -  W 112
 LB0889  PID         -  LB0889
 LB0889  STATE/COUNTY-  IN/BOONE
 LB0889  COUNTRY     -  US
 LB0889  USGS QUAD   -  HAZELRIGG (2019)
 LB0889
 LB0889                         *CURRENT SURVEY CONTROL
 LB0889  ______________________________________________________________________
 LB0889* NAD 83(1986) POSITION- 40 03 14.2    (N) 086 33 02.8    (W)   HD_HELD2
 LB0889* NAVD 88 ORTHO HEIGHT -   282.683 (meters)      927.44  (feet) ADJUSTED
 LB0889  ______________________________________________________________________
 LB0889  GEOID HEIGHT    -        -33.667 (meters)                     GEOID18
 LB0889  DYNAMIC HEIGHT  -        282.528 (meters)      926.93  (feet) COMP
 LB0889  MODELED GRAVITY -    980,070.1   (mgal)                       NAVD 88
 LB0889
 LB0889  VERT ORDER      -  SECOND    CLASS 0
 LB0889
 LB0889.The horizontal coordinates were established by autonomous hand held GPS
 LB0889.observations and have an estimated accuracy of +/- 10 meters.
 LB0889
 LB0889.The orthometric height was determined by differential leveling and
 LB0889.adjusted by the NATIONAL GEODETIC SURVEY
 LB0889.in June 1991.
 LB0889
 LB0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0889.GEOID18 height accuracy estimate available here.
 LB0889
 LB0889.Click photographs - Photos may exist for this station.
 LB0889
 LB0889.The dynamic height is computed by dividing the NAVD 88
 LB0889.geopotential number by the normal gravity value computed on the
 LB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0889.degrees latitude (g = 980.6199 gals.).
 LB0889
 LB0889.The modeled gravity was interpolated from observed gravity values.
 LB0889
 LB0889;                    North         East    Units  Estimated Accuracy
 LB0889;SPC IN W     -   533,643.      945,440.      MT  (+/- 10 meters HH2 GPS)
 LB0889
 LB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3831533841(NAD 83)
 LB0889
 LB0889                          SUPERSEDED SURVEY CONTROL
 LB0889
 LB0889  NGVD 29 (??/??/92)  282.785  (m)          927.77   (f) ADJ UNCH    2 0
 LB0889
 LB0889.Superseded values are not recommended for survey control.
 LB0889
 LB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0889.See file dsdata.pdf to determine how the superseded data were derived.
 LB0889
 LB0889_MARKER: DB = BENCH MARK DISK
 LB0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0889_STAMPING: W 112 1946
 LB0889_MARK LOGO: CGS
 LB0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0889+STABILITY: SURFACE MOTION
 LB0889
 LB0889  HISTORY     - Date     Condition        Report By
 LB0889  HISTORY     - 1946     MONUMENTED       CGS
 LB0889  HISTORY     - 1973     GOOD             LOCSUR
 LB0889  HISTORY     - 1977     GOOD             LOCENG
 LB0889
 LB0889                          STATION DESCRIPTION
 LB0889
 LB0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0889'3.7 MI E FROM DOVER.
 LB0889'ALONG STATE HIGHWAY 32 ABOUT 3.7 MILES EAST OF JEFFERSON TOWNSHIP
 LB0889'SCHOOL AT DOVER AND ABOUT 4.55 MILES WEST OF THE COUNTY COURT
 LB0889'HOUSE AT LEBANON, 39 FEET NORTH OF THE CENTER LINE OF THE
 LB0889'HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 93 FEET
 LB0889'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE BELONGING
 LB0889'TO CLINT UPDYKE, 2.8 FEET EAST OF A FENCE CORNER, 1.2 FOOT SOUTH
 LB0889'OF A FENCE LINE, 1.6 FOOT WEST OF A WHITE WOODEN WITNESS POST
 LB0889'AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 LB0889'STAMPED W 112 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0889'PROJECTING 5 INCHES ABOVE GROUND.
 LB0889
 LB0889                          STATION RECOVERY (1973)
 LB0889
 LB0889'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 LB0889'RECOVERED IN GOOD CONDITION.
 LB0889
 LB0889                          STATION RECOVERY (1977)
 LB0889
 LB0889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0579 ***********************************************************************
 LB0579  DESIGNATION -  W 113
 LB0579  PID         -  LB0579
 LB0579  STATE/COUNTY-  IN/BOONE
 LB0579  COUNTRY     -  US
 LB0579  USGS QUAD   -  MECHANICSBURG (2019)
 LB0579
 LB0579                         *CURRENT SURVEY CONTROL
 LB0579  ______________________________________________________________________
 LB0579* NAD 83(1986) POSITION- 40 07 34.8    (N) 086 27 32.9    (W)   HD_HELD2
 LB0579* NAVD 88 ORTHO HEIGHT -   279.956 (meters)      918.49  (feet) ADJUSTED
 LB0579  ______________________________________________________________________
 LB0579  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 LB0579  DYNAMIC HEIGHT  -        279.803 (meters)      917.99  (feet) COMP
 LB0579  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 LB0579
 LB0579  VERT ORDER      -  SECOND    CLASS 0
 LB0579
 LB0579.The horizontal coordinates were established by autonomous hand held GPS
 LB0579.observations and have an estimated accuracy of +/- 10 meters.
 LB0579
 LB0579.The orthometric height was determined by differential leveling and
 LB0579.adjusted by the NATIONAL GEODETIC SURVEY
 LB0579.in June 1991.
 LB0579
 LB0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0579.GEOID18 height accuracy estimate available here.
 LB0579
 LB0579.Click photographs - Photos may exist for this station.
 LB0579
 LB0579.The dynamic height is computed by dividing the NAVD 88
 LB0579.geopotential number by the normal gravity value computed on the
 LB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0579.degrees latitude (g = 980.6199 gals.).
 LB0579
 LB0579.The modeled gravity was interpolated from observed gravity values.
 LB0579
 LB0579;                    North         East    Units  Estimated Accuracy
 LB0579;SPC IN W     -   541,731.      953,202.      MT  (+/- 10 meters HH2 GPS)
 LB0579
 LB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4608241919(NAD 83)
 LB0579
 LB0579                          SUPERSEDED SURVEY CONTROL
 LB0579
 LB0579  NGVD 29 (??/??/92)  280.056  (m)          918.82   (f) ADJ UNCH    2 0
 LB0579
 LB0579.Superseded values are not recommended for survey control.
 LB0579
 LB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0579.See file dsdata.pdf to determine how the superseded data were derived.
 LB0579
 LB0579_MARKER: DB = BENCH MARK DISK
 LB0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0579_SP_SET: BRIDGE WINGWALL
 LB0579_STAMPING: W 113 1946
 LB0579_MARK LOGO: CGS
 LB0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0579
 LB0579  HISTORY     - Date     Condition        Report By
 LB0579  HISTORY     - 1946     MONUMENTED       CGS
 LB0579
 LB0579                          STATION DESCRIPTION
 LB0579
 LB0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0579'4.4 MI W FROM ELIZAVILLE.
 LB0579'ALONG STATE HIGHWAY 47 ABOUT 4.4 MILES WEST OF THE CROSS
 LB0579'ROADS AT ELIZAVILLE, ABOUT 250 FEET EAST OF THE CENTER OF A
 LB0579'JUNCTION WITH A ROAD LEADING NORTH, 0.15 MILE WEST OF A CHURCH
 LB0579'ON THE NORTH SIDE OF THE ROAD, SET IN THE TOP OF THE NORTHWEST
 LB0579'WINGWALL OF A 15-FOOT CONCRETE BRIDGE, 21 FEET NORTH OF THE
 LB0579'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE
 LB0579'FLOOR.  A STANDARD DISK, STAMPED W 113 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0087 ***********************************************************************
 LB0087  DESIGNATION -  W 115
 LB0087  PID         -  LB0087
 LB0087  STATE/COUNTY-  IN/CARROLL
 LB0087  COUNTRY     -  US
 LB0087  USGS QUAD   -  DEER CREEK (2019)
 LB0087
 LB0087                         *CURRENT SURVEY CONTROL
 LB0087  ______________________________________________________________________
 LB0087* NAD 83(1986) POSITION- 40 36 19.     (N) 086 29 12.     (W)   SCALED
 LB0087* NAVD 88 ORTHO HEIGHT -   207.911 (meters)      682.12  (feet) ADJUSTED
 LB0087  ______________________________________________________________________
 LB0087  GEOID HEIGHT    -        -34.189 (meters)                     GEOID18
 LB0087  DYNAMIC HEIGHT  -        207.809 (meters)      681.79  (feet) COMP
 LB0087  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 LB0087
 LB0087  VERT ORDER      -  SECOND    CLASS 0
 LB0087
 LB0087.The horizontal coordinates were scaled from a map and have
 LB0087.an estimated accuracy of +/- 6 seconds.
 LB0087
 LB0087.The orthometric height was determined by differential leveling and
 LB0087.adjusted by the NATIONAL GEODETIC SURVEY
 LB0087.in June 1991.
 LB0087
 LB0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0087.GEOID18 height accuracy estimate available here.
 LB0087
 LB0087.Click photographs - Photos may exist for this station.
 LB0087
 LB0087.The dynamic height is computed by dividing the NAVD 88
 LB0087.geopotential number by the normal gravity value computed on the
 LB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0087.degrees latitude (g = 980.6199 gals.).
 LB0087
 LB0087.The modeled gravity was interpolated from observed gravity values.
 LB0087
 LB0087;                    North         East    Units  Estimated Accuracy
 LB0087;SPC IN W     -   594,900.      950,500.      MT  (+/- 180 meters Scaled)
 LB0087
 LB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK434950(NAD 83)
 LB0087
 LB0087                          SUPERSEDED SURVEY CONTROL
 LB0087
 LB0087  NGVD 29 (??/??/92)  208.024  (m)          682.49   (f) ADJ UNCH    2 0
 LB0087
 LB0087.Superseded values are not recommended for survey control.
 LB0087
 LB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0087.See file dsdata.pdf to determine how the superseded data were derived.
 LB0087
 LB0087_MARKER: DB = BENCH MARK DISK
 LB0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0087_STAMPING: W 115 1946
 LB0087_MARK LOGO: CGS
 LB0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0087+STABILITY: SURFACE MOTION
 LB0087
 LB0087  HISTORY     - Date     Condition        Report By
 LB0087  HISTORY     - 1946     MONUMENTED       CGS
 LB0087
 LB0087                          STATION DESCRIPTION
 LB0087
 LB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0087'2.8 MI E FROM CAMDEN.
 LB0087'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 218 FROM THE CAMDEN
 LB0087'STATE BANK AT CAMDEN, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0087'SOUTH, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 LB0087'EAST OF THE CENTER LINE OF THE SIDE ROAD, 1.5 FOOT NORTHWEST OF
 LB0087'THE RIGHT-OF-WAY FENCE LINE, 19.5 FEET SOUTHWEST OF A FENCE
 LB0087'CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0087'1.5 FEET HIGHWAY LEVEL.  A STANDARD DISK, STAMPED W 115 1946
 LB0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0087'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0392 ***********************************************************************
 LB0392  DESIGNATION -  W 116
 LB0392  PID         -  LB0392
 LB0392  STATE/COUNTY-  IN/HOWARD
 LB0392  COUNTRY     -  US
 LB0392  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0392
 LB0392                         *CURRENT SURVEY CONTROL
 LB0392  ______________________________________________________________________
 LB0392* NAD 83(1986) POSITION- 40 29 21.     (N) 086 17 01.     (W)   SCALED
 LB0392* NAVD 88 ORTHO HEIGHT -   242.600 (meters)      795.93  (feet) ADJUSTED
 LB0392  ______________________________________________________________________
 LB0392  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 LB0392  DYNAMIC HEIGHT  -        242.475 (meters)      795.52  (feet) COMP
 LB0392  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 LB0392
 LB0392  VERT ORDER      -  SECOND    CLASS 0
 LB0392
 LB0392.The horizontal coordinates were scaled from a map and have
 LB0392.an estimated accuracy of +/- 6 seconds.
 LB0392
 LB0392.The orthometric height was determined by differential leveling and
 LB0392.adjusted by the NATIONAL GEODETIC SURVEY
 LB0392.in June 1991.
 LB0392
 LB0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0392.GEOID18 height accuracy estimate available here.
 LB0392
 LB0392.Click photographs - Photos may exist for this station.
 LB0392
 LB0392.The dynamic height is computed by dividing the NAVD 88
 LB0392.geopotential number by the normal gravity value computed on the
 LB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0392.degrees latitude (g = 980.6199 gals.).
 LB0392
 LB0392.The modeled gravity was interpolated from observed gravity values.
 LB0392
 LB0392;                    North         East    Units  Estimated Accuracy
 LB0392;SPC IN E     -   582,020.       47,700.      MT  (+/- 180 meters Scaled)
 LB0392
 LB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK607822(NAD 83)
 LB0392
 LB0392                          SUPERSEDED SURVEY CONTROL
 LB0392
 LB0392  NGVD 29 (??/??/92)  242.709  (m)          796.29   (f) ADJ UNCH    2 0
 LB0392
 LB0392.Superseded values are not recommended for survey control.
 LB0392
 LB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0392.See file dsdata.pdf to determine how the superseded data were derived.
 LB0392
 LB0392_MARKER: DB = BENCH MARK DISK
 LB0392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0392_SP_SET: BOX CULVERT HEADWALL
 LB0392_STAMPING: W 116 1946
 LB0392_MARK LOGO: CGS
 LB0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0392+STABILITY: SURFACE MOTION
 LB0392
 LB0392  HISTORY     - Date     Condition        Report By
 LB0392  HISTORY     - 1946     MONUMENTED       CGS
 LB0392
 LB0392                          STATION DESCRIPTION
 LB0392
 LB0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0392'1.6 MI SW FROM JUDSON.
 LB0392'ABOUT 1.0 MILE SOUTH ALONG A NORTH-SOUTH GRAVEL ROAD FROM THE CROSS
 LB0392'ROADS AT JUDSON, THENCE 0.65 MILE WEST ALONG STATE HIGHWAY 22,
 LB0392'ABOUT 100 YARDS EAST OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 LB0392'SOUTH FROM THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 LB0392'SOUTH HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 25 FEET SOUTH
 LB0392'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 1/2 FEET BELOW
 LB0392'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED W 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0768 ***********************************************************************
 LB0768  DESIGNATION -  W 117
 LB0768  PID         -  LB0768
 LB0768  STATE/COUNTY-  IN/CLINTON
 LB0768  COUNTRY     -  US
 LB0768  USGS QUAD   -  ROSSVILLE (2019)
 LB0768
 LB0768                         *CURRENT SURVEY CONTROL
 LB0768  ______________________________________________________________________
 LB0768* NAD 83(1986) POSITION- 40 23 16.     (N) 086 33 47.     (W)   SCALED
 LB0768* NAVD 88 ORTHO HEIGHT -   243.303 (meters)      798.24  (feet) ADJUSTED
 LB0768  ______________________________________________________________________
 LB0768  GEOID HEIGHT    -        -34.018 (meters)                     GEOID18
 LB0768  DYNAMIC HEIGHT  -        243.178 (meters)      797.83  (feet) COMP
 LB0768  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 LB0768
 LB0768  VERT ORDER      -  SECOND    CLASS 0
 LB0768
 LB0768.The horizontal coordinates were scaled from a map and have
 LB0768.an estimated accuracy of +/- 6 seconds.
 LB0768
 LB0768.The orthometric height was determined by differential leveling and
 LB0768.adjusted by the NATIONAL GEODETIC SURVEY
 LB0768.in June 1991.
 LB0768
 LB0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0768.GEOID18 height accuracy estimate available here.
 LB0768
 LB0768.Click photographs - Photos may exist for this station.
 LB0768
 LB0768.The dynamic height is computed by dividing the NAVD 88
 LB0768.geopotential number by the normal gravity value computed on the
 LB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0768.degrees latitude (g = 980.6199 gals.).
 LB0768
 LB0768.The modeled gravity was interpolated from observed gravity values.
 LB0768
 LB0768;                    North         East    Units  Estimated Accuracy
 LB0768;SPC IN W     -   570,700.      944,180.      MT  (+/- 180 meters Scaled)
 LB0768
 LB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK370708(NAD 83)
 LB0768
 LB0768                          SUPERSEDED SURVEY CONTROL
 LB0768
 LB0768  NGVD 29 (??/??/92)  243.408  (m)          798.58   (f) ADJ UNCH    2 0
 LB0768
 LB0768.Superseded values are not recommended for survey control.
 LB0768
 LB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0768.See file dsdata.pdf to determine how the superseded data were derived.
 LB0768
 LB0768_MARKER: DB = BENCH MARK DISK
 LB0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0768_STAMPING: W 117 1946
 LB0768_MARK LOGO: CGS
 LB0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0768+STABILITY: SURFACE MOTION
 LB0768
 LB0768  HISTORY     - Date     Condition        Report By
 LB0768  HISTORY     - 1946     MONUMENTED       CGS
 LB0768
 LB0768                          STATION DESCRIPTION
 LB0768
 LB0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0768'2.4 MI W FROM MORAN.
 LB0768'ABOUT 2.4 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0768'AT MORAN, AT THE JUNCTION WITH A SIDE ROAD LEADING NORTH, 21 FEET
 LB0768'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 23 FEET EAST OF
 LB0768'THE CENTER LINE OF THE SIDE ROAD, 4.5 FEET EAST OF A CONCRETE
 LB0768'CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE LINE AND ABOUT LEVEL
 LB0768'WITH THE ROAD.  A STANDARD DISK, STAMPED W 117 1946 AND SET IN
 LB0768'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0681 ***********************************************************************
 LB0681  DESIGNATION -  W 118
 LB0681  PID         -  LB0681
 LB0681  STATE/COUNTY-  IN/CLINTON
 LB0681  COUNTRY     -  US
 LB0681  USGS QUAD   -  FRANKFORT (2019)
 LB0681
 LB0681                         *CURRENT SURVEY CONTROL
 LB0681  ______________________________________________________________________
 LB0681* NAD 83(1986) POSITION- 40 20 38.     (N) 086 34 47.     (W)   SCALED
 LB0681* NAVD 88 ORTHO HEIGHT -   247.919 (meters)      813.38  (feet) ADJUSTED
 LB0681  ______________________________________________________________________
 LB0681  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 LB0681  DYNAMIC HEIGHT  -        247.791 (meters)      812.96  (feet) COMP
 LB0681  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 LB0681
 LB0681  VERT ORDER      -  SECOND    CLASS 0
 LB0681
 LB0681.The horizontal coordinates were scaled from a map and have
 LB0681.an estimated accuracy of +/- 6 seconds.
 LB0681
 LB0681.The orthometric height was determined by differential leveling and
 LB0681.adjusted by the NATIONAL GEODETIC SURVEY
 LB0681.in June 1991.
 LB0681
 LB0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0681.GEOID18 height accuracy estimate available here.
 LB0681
 LB0681.Click photographs - Photos may exist for this station.
 LB0681
 LB0681.The dynamic height is computed by dividing the NAVD 88
 LB0681.geopotential number by the normal gravity value computed on the
 LB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0681.degrees latitude (g = 980.6199 gals.).
 LB0681
 LB0681.The modeled gravity was interpolated from observed gravity values.
 LB0681
 LB0681;                    North         East    Units  Estimated Accuracy
 LB0681;SPC IN W     -   565,820.      942,790.      MT  (+/- 180 meters Scaled)
 LB0681
 LB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK356660(NAD 83)
 LB0681
 LB0681                          SUPERSEDED SURVEY CONTROL
 LB0681
 LB0681  NGVD 29 (??/??/92)  248.020  (m)          813.71   (f) ADJ UNCH    2 0
 LB0681
 LB0681.Superseded values are not recommended for survey control.
 LB0681
 LB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0681.See file dsdata.pdf to determine how the superseded data were derived.
 LB0681
 LB0681_MARKER: DB = BENCH MARK DISK
 LB0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0681_STAMPING: W 118 1946
 LB0681_MARK LOGO: CGS
 LB0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0681+STABILITY: SURFACE MOTION
 LB0681
 LB0681  HISTORY     - Date     Condition        Report By
 LB0681  HISTORY     - 1946     MONUMENTED       CGS
 LB0681
 LB0681                          STATION DESCRIPTION
 LB0681
 LB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0681'4.6 MI E FROM MULBERRY.
 LB0681'ABOUT 4.55 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 LB0681'AT MULBERRY, AT THE JUNCTION WITH A SIDE ROAD LEADING SOUTH,
 LB0681'31.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST
 LB0681'OF THE CENTER LINE OF THE SIDE ROAD, 2.0 FEET NORTH OF A FENCE
 LB0681'CORNER, 2.6 FEET WEST OF TELEPHONE POLE NUMBER 2036, AND ABOUT
 LB0681'0.5 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED W 118 1946
 LB0681'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0681'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0786 ***********************************************************************
 LB0786  DESIGNATION -  W 119
 LB0786  PID         -  LB0786
 LB0786  STATE/COUNTY-  IN/TIPPECANOE
 LB0786  COUNTRY     -  US
 LB0786  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0786
 LB0786                         *CURRENT SURVEY CONTROL
 LB0786  ______________________________________________________________________
 LB0786* NAD 83(1986) POSITION- 40 26 52.     (N) 086 45 59.     (W)   SCALED
 LB0786* NAVD 88 ORTHO HEIGHT -   190.503 (meters)      625.01  (feet) ADJUSTED
 LB0786  ______________________________________________________________________
 LB0786  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 LB0786  DYNAMIC HEIGHT  -        190.408 (meters)      624.70  (feet) COMP
 LB0786  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 LB0786
 LB0786  VERT ORDER      -  SECOND    CLASS 0
 LB0786
 LB0786.The horizontal coordinates were scaled from a map and have
 LB0786.an estimated accuracy of +/- 6 seconds.
 LB0786
 LB0786.The orthometric height was determined by differential leveling and
 LB0786.adjusted by the NATIONAL GEODETIC SURVEY
 LB0786.in June 1991.
 LB0786
 LB0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0786.GEOID18 height accuracy estimate available here.
 LB0786
 LB0786.Click photographs - Photos may exist for this station.
 LB0786
 LB0786.The dynamic height is computed by dividing the NAVD 88
 LB0786.geopotential number by the normal gravity value computed on the
 LB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0786.degrees latitude (g = 980.6199 gals.).
 LB0786
 LB0786.The modeled gravity was interpolated from observed gravity values.
 LB0786
 LB0786;                    North         East    Units  Estimated Accuracy
 LB0786;SPC IN W     -   577,290.      926,890.      MT  (+/- 180 meters Scaled)
 LB0786
 LB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK198774(NAD 83)
 LB0786
 LB0786                          SUPERSEDED SURVEY CONTROL
 LB0786
 LB0786  NGVD 29 (??/??/92)  190.607  (m)          625.35   (f) ADJ UNCH    2 0
 LB0786
 LB0786.Superseded values are not recommended for survey control.
 LB0786
 LB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0786.See file dsdata.pdf to determine how the superseded data were derived.
 LB0786
 LB0786_MARKER: DB = BENCH MARK DISK
 LB0786_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0786_SP_SET: BOX CULVERT HEADWALL
 LB0786_STAMPING: W 119 1946
 LB0786_MARK LOGO: CGS
 LB0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0786+STABILITY: SURFACE MOTION
 LB0786
 LB0786  HISTORY     - Date     Condition        Report By
 LB0786  HISTORY     - 1946     MONUMENTED       CGS
 LB0786  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB0786
 LB0786                          STATION DESCRIPTION
 LB0786
 LB0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0786'3 MI S FROM BUCK CREEK.
 LB0786'ABOUT 3.0 MILE SOUTH ALONG THE BUCK CREEK-DAYTON ROAD FROM
 LB0786'THE WABASH RAILWAY STATION AT BUCK CREEK, SET IN THE TOP OF THE
 LB0786'SOUTH END OF THE EAST HEADWAL OF A 3-FOOT CONCRETE BOX CULVERT,
 LB0786'18 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 2.0 FEET
 LB0786'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED W 119 1946.
 LB0786
 LB0786                          STATION RECOVERY (1965)
 LB0786
 LB0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0786'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0363 ***********************************************************************
 KA0363  DESIGNATION -  W 12
 KA0363  PID         -  KA0363
 KA0363  STATE/COUNTY-  IN/GREENE
 KA0363  COUNTRY     -  US
 KA0363  USGS QUAD   -  ARNEY (2019)
 KA0363
 KA0363                         *CURRENT SURVEY CONTROL
 KA0363  ______________________________________________________________________
 KA0363* NAD 83(1986) POSITION- 39 08 05.     (N) 086 56 05.     (W)   SCALED
 KA0363* NAVD 88 ORTHO HEIGHT -   160.640 (meters)      527.03  (feet) ADJUSTED
 KA0363  ______________________________________________________________________
 KA0363  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA0363  DYNAMIC HEIGHT  -        160.544 (meters)      526.72  (feet) COMP
 KA0363  MODELED GRAVITY -    980,027.4   (mgal)                       NAVD 88
 KA0363
 KA0363  VERT ORDER      -  FIRST     CLASS II
 KA0363
 KA0363.The horizontal coordinates were scaled from a map and have
 KA0363.an estimated accuracy of +/- 6 seconds.
 KA0363
 KA0363.The orthometric height was determined by differential leveling and
 KA0363.adjusted by the NATIONAL GEODETIC SURVEY
 KA0363.in June 1991.
 KA0363
 KA0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0363.GEOID18 height accuracy estimate available here.
 KA0363
 KA0363.Click photographs - Photos may exist for this station.
 KA0363
 KA0363.The dynamic height is computed by dividing the NAVD 88
 KA0363.geopotential number by the normal gravity value computed on the
 KA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0363.degrees latitude (g = 980.6199 gals.).
 KA0363
 KA0363.The modeled gravity was interpolated from observed gravity values.
 KA0363
 KA0363;                    North         East    Units  Estimated Accuracy
 KA0363;SPC IN W     -   431,460.      912,850.      MT  (+/- 180 meters Scaled)
 KA0363
 KA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ056317(NAD 83)
 KA0363
 KA0363                          SUPERSEDED SURVEY CONTROL
 KA0363
 KA0363  NGVD 29 (??/??/92)  160.773  (m)          527.47   (f) ADJ UNCH    1 2
 KA0363
 KA0363.Superseded values are not recommended for survey control.
 KA0363
 KA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0363.See file dsdata.pdf to determine how the superseded data were derived.
 KA0363
 KA0363_MARKER: DB = BENCH MARK DISK
 KA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0363_STAMPING: 527.469 W 12 1930
 KA0363_MARK LOGO: CGS
 KA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0363+STABILITY: SURFACE MOTION
 KA0363
 KA0363  HISTORY     - Date     Condition        Report By
 KA0363  HISTORY     - 1930     MONUMENTED       CGS
 KA0363  HISTORY     - 1944     GOOD             CGS
 KA0363
 KA0363                          STATION DESCRIPTION
 KA0363
 KA0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0363'2.5 MI NE FROM WORTHINGTON.
 KA0363'2.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KA0363'WORTHINGTON, GREENE COUNTY, AT A PRIVATE-ROAD CROSSING ON THE
 KA0363'HAXTON FARM, NEAR POLE 69/38, AND 35.4 FEET SOUTHEAST OF THE
 KA0363'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED 527.469 W 12 1930
 KA0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5-1/2
 KA0363'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0118 ***********************************************************************
 KA0118  DESIGNATION -  W 121
 KA0118  PID         -  KA0118
 KA0118  STATE/COUNTY-  IN/HENDRICKS
 KA0118  COUNTRY     -  US
 KA0118  USGS QUAD   -  BROWNSBURG (2019)
 KA0118
 KA0118                         *CURRENT SURVEY CONTROL
 KA0118  ______________________________________________________________________
 KA0118* NAD 83(2011) POSITION- 39 51 12.45413(N) 086 24 51.15439(W)   ADJUSTED
 KA0118* NAD 83(2011) ELLIP HT-   239.002 (meters)        (02/22/23)   ADJUSTED
 KA0118* NAD 83(2011) EPOCH   -  2010.00
 KA0118* NAVD 88 ORTHO HEIGHT -   272.382 (meters)      893.64  (feet) ADJUSTED
 KA0118  ______________________________________________________________________
 KA0118  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 KA0118  NAD 83(2011) X  -    306,669.225 (meters)                     COMP
 KA0118  NAD 83(2011) Y  - -4,893,734.436 (meters)                     COMP
 KA0118  NAD 83(2011) Z  -  4,065,661.163 (meters)                     COMP
 KA0118  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 KA0118  DYNAMIC HEIGHT  -        272.233 (meters)      893.15  (feet) COMP
 KA0118  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0118
 KA0118  VERT ORDER      -  SECOND    CLASS 0
 KA0118
 KA0118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KA0118  Standards:
 KA0118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KA0118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KA0118  -------------------------------------------------------------------
 KA0118  NETWORK    0.83   1.63           0.36   0.32   0.83     -0.01029122
 KA0118  -------------------------------------------------------------------
 KA0118  Click here for local accuracies and other accuracy information.
 KA0118
 KA0118.The horizontal coordinates were established by GPS observations
 KA0118.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 KA0118
 KA0118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KA0118.been affixed to the stable North American tectonic plate. See 
 KA0118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KA0118
 KA0118.The horizontal coordinates are valid at the epoch date displayed above
 KA0118.which is a decimal equivalence of Year/Month/Day.
 KA0118
 KA0118.The orthometric height was determined by differential leveling and
 KA0118.adjusted by the NATIONAL GEODETIC SURVEY
 KA0118.in June 1991.
 KA0118
 KA0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0118.GEOID18 height accuracy estimate available here.
 KA0118
 KA0118.Click photographs - Photos may exist for this station.
 KA0118
 KA0118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0118
 KA0118.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA0118
 KA0118.The ellipsoidal height was determined by GPS observations
 KA0118.and is referenced to NAD 83.
 KA0118
 KA0118.The dynamic height is computed by dividing the NAVD 88
 KA0118.geopotential number by the normal gravity value computed on the
 KA0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0118.degrees latitude (g = 980.6199 gals.).
 KA0118
 KA0118.The modeled gravity was interpolated from observed gravity values.
 KA0118
 KA0118. The following values were computed from the NAD 83(2011) position.
 KA0118
 KA0118;                    North         East     Units Scale Factor Converg.
 KA0118;SPC IN W     -   511,461.578   957,259.342   MT  1.00000701   +0 25 43.7
 KA0118;SPC IN W     - 1,678,020.19  3,140,608.36   sFT  1.00000701   +0 25 43.7
 KA0118;UTM  16      - 4,411,657.018   550,109.778   MT  0.99963091   +0 22 31.4
 KA0118
 KA0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0118!SPC IN W     -   0.99996251  x   1.00000701  =   0.99996952
 KA0118!UTM  16      -   0.99996251  x   0.99963091  =   0.99959343
 KA0118
 KA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5010911657(NAD 83)
 KA0118
 KA0118                          SUPERSEDED SURVEY CONTROL
 KA0118
 KA0118  NGVD 29 (??/??/92)  272.490  (m)          893.99   (f) ADJ UNCH    2 0
 KA0118
 KA0118.Superseded values are not recommended for survey control.
 KA0118
 KA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0118.See file dsdata.pdf to determine how the superseded data were derived.
 KA0118
 KA0118_MARKER: DB = BENCH MARK DISK
 KA0118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0118_SP_SET: BOX CULVERT HEADWALL
 KA0118_STAMPING: W 121 1946
 KA0118_MARK LOGO: CGS
 KA0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0118+STABILITY: SURFACE MOTION
 KA0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0118+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 KA0118
 KA0118  HISTORY     - Date     Condition        Report By
 KA0118  HISTORY     - 1946     MONUMENTED       CGS
 KA0118  HISTORY     - 20090929 GOOD             INDIV
 KA0118  HISTORY     - 20230206 GOOD             INDOT
 KA0118
 KA0118                          STATION DESCRIPTION
 KA0118
 KA0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0118'1.1 MI NW FROM BROWNSBURG.
 KA0118'ABOUT 1.1 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY
 KA0118'FROM THE STATION AT BROWNSBURG, 0.1 MILE SOUTHEAST OF A NORTH-SOUTH
 KA0118'GRAVEL ROAD CROSSING, 4 3/4 POLES NORTHWEST OF MILE POST 15,
 KA0118'SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEAD WALL OF AN
 KA0118'8 FOOT CONCRETE BOX CULVERT UNDER A DIM ROAD PARALLELING THE
 KA0118'TRACK ON THE NORTHEAST, OPPOSITE A 30 INCH PIPE CULVERT UNDER
 KA0118'THE RAILWAY, 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 KA0118'TRACK, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 KA0118'2 FEET LOWER THAN THE TRACK AND ABOUT LEVEL WITH THE ROAD.  A
 KA0118'STANDARD DISK, STAMPED W 121 1946.
 KA0118
 KA0118                          STATION RECOVERY (2009)
 KA0118
 KA0118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (PLA)
 KA0118'RECOVERED IN GOOD CONDITION.
 KA0118
 KA0118                          STATION RECOVERY (2023)
 KA0118
 KA0118'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 KA0118'MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1389 ***********************************************************************
 LB1389  DESIGNATION -  W 122
 LB1389  PID         -  LB1389
 LB1389  STATE/COUNTY-  IN/BENTON
 LB1389  COUNTRY     -  US
 LB1389  USGS QUAD   -  FOWLER (2019)
 LB1389
 LB1389                         *CURRENT SURVEY CONTROL
 LB1389  ______________________________________________________________________
 LB1389* NAD 83(1986) POSITION- 40 36 22.     (N) 087 16 27.     (W)   SCALED
 LB1389* NAVD 88 ORTHO HEIGHT -   244.264 (meters)      801.39  (feet) ADJUSTED
 LB1389  ______________________________________________________________________
 LB1389  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 LB1389  DYNAMIC HEIGHT  -        244.145 (meters)      801.00  (feet) COMP
 LB1389  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 LB1389
 LB1389  VERT ORDER      -  SECOND    CLASS 0
 LB1389
 LB1389.The horizontal coordinates were scaled from a map and have
 LB1389.an estimated accuracy of +/- 6 seconds.
 LB1389
 LB1389.The orthometric height was determined by differential leveling and
 LB1389.adjusted by the NATIONAL GEODETIC SURVEY
 LB1389.in June 1991.
 LB1389
 LB1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1389.GEOID18 height accuracy estimate available here.
 LB1389
 LB1389.Click photographs - Photos may exist for this station.
 LB1389
 LB1389.The dynamic height is computed by dividing the NAVD 88
 LB1389.geopotential number by the normal gravity value computed on the
 LB1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1389.degrees latitude (g = 980.6199 gals.).
 LB1389
 LB1389.The modeled gravity was interpolated from observed gravity values.
 LB1389
 LB1389;                    North         East    Units  Estimated Accuracy
 LB1389;SPC IN W     -   594,840.      883,850.      MT  (+/- 180 meters Scaled)
 LB1389
 LB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK768950(NAD 83)
 LB1389
 LB1389                          SUPERSEDED SURVEY CONTROL
 LB1389
 LB1389  NGVD 29 (??/??/92)  244.322  (m)          801.58   (f) ADJ UNCH    2 0
 LB1389
 LB1389.Superseded values are not recommended for survey control.
 LB1389
 LB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1389.See file dsdata.pdf to determine how the superseded data were derived.
 LB1389
 LB1389_MARKER: DB = BENCH MARK DISK
 LB1389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1389_SP_SET: CULVERT HEADWALL
 LB1389_STAMPING: W 122 1946
 LB1389_MARK LOGO: CGS
 LB1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1389+STABILITY: SURFACE MOTION
 LB1389
 LB1389  HISTORY     - Date     Condition        Report By
 LB1389  HISTORY     - 1946     MONUMENTED       CGS
 LB1389
 LB1389                          STATION DESCRIPTION
 LB1389
 LB1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1389'2.8 MI SE FROM FOWLER.
 LB1389'ABOUT 2.8 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1389'THE COUNTY COURT HOUSE AT FOWLER, 0.1 MILE EAST OF THE CROSSING
 LB1389'OF THE ABANDONED CHICAGO, ATTICA AND SOUTHERN RAILROAD, SET IN
 LB1389'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 LB1389'26-INCH CORRUGATED STEEL PIPE CULVERT, 22.5 FEET SOUTH OF THE
 LB1389'CENTER LINE OF THE HIGHWAY, 1.4 FOOT WEST OF THE EAST END OF THE
 LB1389'HEADWALL, 14.6 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE
 LB1389'AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A
 LB1389'STANDARD DISK, STAMPED W 122 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2717 ***********************************************************************
 LB2717  DESIGNATION -  W 122 RESET
 LB2717  PID         -  LB2717
 LB2717  STATE/COUNTY-  IN/BENTON
 LB2717  COUNTRY     -  US
 LB2717  USGS QUAD   -  FOWLER (2019)
 LB2717
 LB2717                         *CURRENT SURVEY CONTROL
 LB2717  ______________________________________________________________________
 LB2717* NAD 83(1986) POSITION- 40 36 22.     (N) 087 16 27.     (W)   SCALED
 LB2717* NAVD 88 ORTHO HEIGHT -   244.23  (meters)      801.3   (feet) RESET
 LB2717  ______________________________________________________________________
 LB2717  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 LB2717  VERT ORDER      -  THIRD
 LB2717
 LB2717.The horizontal coordinates were scaled from a map and have
 LB2717.an estimated accuracy of +/- 6 seconds.
 LB2717
 LB2717.The orthometric height was computed from unverified reset data.
 LB2717
 LB2717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2717.GEOID18 height accuracy estimate available here.
 LB2717
 LB2717.Click photographs - Photos may exist for this station.
 LB2717
 LB2717;                    North         East    Units  Estimated Accuracy
 LB2717;SPC IN W     -   594,840.      883,850.      MT  (+/- 180 meters Scaled)
 LB2717
 LB2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK768950(NAD 83)
 LB2717
 LB2717                          SUPERSEDED SURVEY CONTROL
 LB2717
 LB2717  NGVD 29 (08/22/16)  244.29   (m)          801.5    (f) RESET       3  
 LB2717
 LB2717.Superseded values are not recommended for survey control.
 LB2717
 LB2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2717.See file dsdata.pdf to determine how the superseded data were derived.
 LB2717
 LB2717_MARKER: DV = VERTICAL CONTROL DISK
 LB2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2717_STAMPING: W 122 RESET 1985
 LB2717_MARK LOGO: NGS
 LB2717_PROJECTION: FLUSH
 LB2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2717+STABILITY: SURFACE MOTION
 LB2717
 LB2717  HISTORY     - Date     Condition        Report By
 LB2717  HISTORY     - 1985     MONUMENTED       INHD
 LB2717  HISTORY     - 20100219 GOOD             GEOCAC
 LB2717
 LB2717                          STATION DESCRIPTION
 LB2717
 LB2717'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1985
 LB2717'IN FOWLER.
 LB2717'2.8 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB2717'COURTHOUSE IN FOWLER, 33.7 FEET SOUTH OF THE CENTERLINE OF THE
 LB2717'HIGHWAY.
 LB2717
 LB2717                          STATION RECOVERY (2010)
 LB2717
 LB2717'RECOVERY NOTE BY GEOCACHING 2010 (BPS)
 LB2717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1333 ***********************************************************************
 LB1333  DESIGNATION -  W 123
 LB1333  PID         -  LB1333
 LB1333  STATE/COUNTY-  IN/BENTON
 LB1333  COUNTRY     -  US
 LB1333  USGS QUAD   -  WADENA (2019)
 LB1333
 LB1333                         *CURRENT SURVEY CONTROL
 LB1333  ______________________________________________________________________
 LB1333* NAD 83(1986) POSITION- 40 43 51.     (N) 087 16 01.     (W)   SCALED
 LB1333* NAVD 88 ORTHO HEIGHT -   237.809 (meters)      780.21  (feet) ADJUSTED
 LB1333  ______________________________________________________________________
 LB1333  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 LB1333  DYNAMIC HEIGHT  -        237.699 (meters)      779.85  (feet) COMP
 LB1333  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 LB1333
 LB1333  VERT ORDER      -  SECOND    CLASS 0
 LB1333
 LB1333.The horizontal coordinates were scaled from a map and have
 LB1333.an estimated accuracy of +/- 6 seconds.
 LB1333
 LB1333.The orthometric height was determined by differential leveling and
 LB1333.adjusted by the NATIONAL GEODETIC SURVEY
 LB1333.in June 1991.
 LB1333
 LB1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1333.GEOID18 height accuracy estimate available here.
 LB1333
 LB1333.Click photographs - Photos may exist for this station.
 LB1333
 LB1333.The dynamic height is computed by dividing the NAVD 88
 LB1333.geopotential number by the normal gravity value computed on the
 LB1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1333.degrees latitude (g = 980.6199 gals.).
 LB1333
 LB1333.The modeled gravity was interpolated from observed gravity values.
 LB1333
 LB1333;                    North         East    Units  Estimated Accuracy
 LB1333;SPC IN W     -   608,680.      884,490.      MT  (+/- 180 meters Scaled)
 LB1333
 LB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774089(NAD 83)
 LB1333
 LB1333                          SUPERSEDED SURVEY CONTROL
 LB1333
 LB1333  NGVD 29 (??/??/92)  237.872  (m)          780.42   (f) ADJ UNCH    2 0
 LB1333
 LB1333.Superseded values are not recommended for survey control.
 LB1333
 LB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1333.See file dsdata.pdf to determine how the superseded data were derived.
 LB1333
 LB1333_MARKER: DB = BENCH MARK DISK
 LB1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1333_STAMPING: W 123 1946
 LB1333_MARK LOGO: CGS
 LB1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1333+STABILITY: SURFACE MOTION
 LB1333
 LB1333  HISTORY     - Date     Condition        Report By
 LB1333  HISTORY     - 1946     MONUMENTED       CGS
 LB1333
 LB1333                          STATION DESCRIPTION
 LB1333
 LB1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1333'3.6 MI SE FROM GOODLAND.
 LB1333'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1333'STATION AT GOODLAND, THENCE 1.9 MILE SOUTH THENCE 0.5 MILE EAST
 LB1333'THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD, SET IN THE SOUTHEAST
 LB1333'CORNER OF THE YARD AT THE W.C. HALL FARM HOUSE, 83 FEET SOUTHEAST
 LB1333'OF THE SOUTHEAST CORNER OF THE HOUSE, 91 FEET SOUTH OF THE
 LB1333'CENTER LINE OF A DRIVEWAY LEADING TO THE HOUSE, 21 FEET WEST
 LB1333'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF AN EAST-WEST
 LB1333'WIRE FENCE LINE, 2 FEET WEST OF A CORNER FENCE POST, AND 0.5
 LB1333'FOOT BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED
 LB1333'W 123 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1333'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1211 ***********************************************************************
 LB1211  DESIGNATION -  W 124
 LB1211  PID         -  LB1211
 LB1211  STATE/COUNTY-  IN/JASPER
 LB1211  COUNTRY     -  US
 LB1211  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1211
 LB1211                         *CURRENT SURVEY CONTROL
 LB1211  ______________________________________________________________________
 LB1211* NAD 83(1986) POSITION- 40 44 12.35   (N) 087 09 12.75   (W)   HD_HELD1
 LB1211* NAVD 88 ORTHO HEIGHT -   226.148 (meters)      741.95  (feet) ADJUSTED
 LB1211  ______________________________________________________________________
 LB1211  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB1211  DYNAMIC HEIGHT  -        226.043 (meters)      741.61  (feet) COMP
 LB1211  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 LB1211
 LB1211  VERT ORDER      -  SECOND    CLASS 0
 LB1211
 LB1211.The horizontal coordinates were determined by differentially corrected
 LB1211.hand held GPS observations or other comparable positioning techniques
 LB1211.and have an estimated accuracy of +/- 3 meters.
 LB1211
 LB1211.The orthometric height was determined by differential leveling and
 LB1211.adjusted by the NATIONAL GEODETIC SURVEY
 LB1211.in June 1991.
 LB1211
 LB1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1211.GEOID18 height accuracy estimate available here.
 LB1211
 LB1211.Click photographs - Photos may exist for this station.
 LB1211
 LB1211.The dynamic height is computed by dividing the NAVD 88
 LB1211.geopotential number by the normal gravity value computed on the
 LB1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1211.degrees latitude (g = 980.6199 gals.).
 LB1211
 LB1211.The modeled gravity was interpolated from observed gravity values.
 LB1211
 LB1211;                    North         East    Units  Estimated Accuracy
 LB1211;SPC IN W     -   609,328.8     894,069.8     MT  (+/- 3 meters HH1 GPS) 
 LB1211
 LB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8703509547(NAD 83)
 LB1211
 LB1211                          SUPERSEDED SURVEY CONTROL
 LB1211
 LB1211  NGVD 29 (??/??/92)  226.223  (m)          742.20   (f) ADJ UNCH    2 0
 LB1211
 LB1211.Superseded values are not recommended for survey control.
 LB1211
 LB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1211.See file dsdata.pdf to determine how the superseded data were derived.
 LB1211
 LB1211_MARKER: DB = BENCH MARK DISK
 LB1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1211_STAMPING: W 124 1946
 LB1211_MARK LOGO: CGS
 LB1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1211+STABILITY: SURFACE MOTION
 LB1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1211+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1211
 LB1211  HISTORY     - Date     Condition        Report By
 LB1211  HISTORY     - 1946     MONUMENTED       CGS
 LB1211  HISTORY     - 20071110 GOOD             GEOCAC
 LB1211  HISTORY     - 20080808 GOOD             GEOCAC
 LB1211  HISTORY     - 20120327 GOOD             IN-073
 LB1211
 LB1211                          STATION DESCRIPTION
 LB1211
 LB1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1211'1.8 MI S FROM REMINGTON.
 LB1211'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1211'STATION AT REMINGTON, THENCE 1.6 MILE SOUTH ALONG A PAVED ROAD,
 LB1211'AT THE INTERSECTION WITH THE JASPER-BENTON COUNTY LINE ROAD, IN
 LB1211'THE NORTHEAST QUARTER OF THE INTERSECTIN, 60 FEET SOUTHWEST OF THE
 LB1211'SOUTHWEST CORNER OF A LARGE WHITE BARN-BLACKSMITH SHOP BUILDING,
 LB1211'29.5 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28
 LB1211'FEET NORTH OF THE COUNTY LINE ROAD, 31 FEET SOUTH OF POWER LINE
 LB1211'POLE NUMBER 711/516, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 LB1211'AND ABOUT 1 FOOT LOWER THAN THE CENTER OF THE INTERSECTION.
 LB1211'NOTE-- AFTER THIS MARK WAS ESTABLISHED IT WAS LEARNED THAT
 LB1211'CONSTRUCTION OF A SERVICE STATION MIGHT ENDANGER THE MARKS SAFETY
 LB1211'SINCE A DRIVEWAY IS TO BE CONSTRUCTED IN THIS AREA.  STAMPED W
 LB1211'124 1946.
 LB1211
 LB1211                          STATION RECOVERY (2007)
 LB1211
 LB1211'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1211'RECOVERED IN GOOD CONDITION.
 LB1211
 LB1211                          STATION RECOVERY (2008)
 LB1211
 LB1211'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1211'RECOVERED IN GOOD CONDITION.
 LB1211
 LB1211                          STATION RECOVERY (2012)
 LB1211
 LB1211'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1165 ***********************************************************************
 LB1165  DESIGNATION -  W 125
 LB1165  PID         -  LB1165
 LB1165  STATE/COUNTY-  IN/WHITE
 LB1165  COUNTRY     -  US
 LB1165  USGS QUAD   -  BROOKSTON (2019)
 LB1165
 LB1165                         *CURRENT SURVEY CONTROL
 LB1165  ______________________________________________________________________
 LB1165* NAD 83(1986) POSITION- 40 35 01.     (N) 086 51 53.     (W)   SCALED
 LB1165* NAVD 88 ORTHO HEIGHT -   207.870 (meters)      681.99  (feet) ADJUSTED
 LB1165  ______________________________________________________________________
 LB1165  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 LB1165  DYNAMIC HEIGHT  -        207.770 (meters)      681.66  (feet) COMP
 LB1165  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 LB1165
 LB1165  VERT ORDER      -  SECOND    CLASS 0
 LB1165
 LB1165.The horizontal coordinates were scaled from a map and have
 LB1165.an estimated accuracy of +/- 6 seconds.
 LB1165
 LB1165.The orthometric height was determined by differential leveling and
 LB1165.adjusted by the NATIONAL GEODETIC SURVEY
 LB1165.in June 1991.
 LB1165
 LB1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1165.GEOID18 height accuracy estimate available here.
 LB1165
 LB1165.Click photographs - Photos may exist for this station.
 LB1165
 LB1165.The dynamic height is computed by dividing the NAVD 88
 LB1165.geopotential number by the normal gravity value computed on the
 LB1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1165.degrees latitude (g = 980.6199 gals.).
 LB1165
 LB1165.The modeled gravity was interpolated from observed gravity values.
 LB1165
 LB1165;                    North         East    Units  Estimated Accuracy
 LB1165;SPC IN W     -   592,340.      918,510.      MT  (+/- 180 meters Scaled)
 LB1165
 LB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK114925(NAD 83)
 LB1165
 LB1165                          SUPERSEDED SURVEY CONTROL
 LB1165
 LB1165  NGVD 29 (??/??/92)  207.964  (m)          682.30   (f) ADJ UNCH    2 0
 LB1165
 LB1165.Superseded values are not recommended for survey control.
 LB1165
 LB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1165.See file dsdata.pdf to determine how the superseded data were derived.
 LB1165
 LB1165_MARKER: DB = BENCH MARK DISK
 LB1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1165_STAMPING: W 125 1946
 LB1165_MARK LOGO: CGS
 LB1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1165+STABILITY: SURFACE MOTION
 LB1165
 LB1165  HISTORY     - Date     Condition        Report By
 LB1165  HISTORY     - 1946     MONUMENTED       CGS
 LB1165  HISTORY     - 20090330 MARK NOT FOUND   INDOT
 LB1165
 LB1165                          STATION DESCRIPTION
 LB1165
 LB1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1165'1.3 MI S FROM BROOKSTON.
 LB1165'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY 1.3 MILE
 LB1165'SOUTH OF THE STATION AT BROOKSTON, IN THE NORTHEAST QUARTER OF
 LB1165'A DIM GRAVEL ROAD CROSSING, 20.5 FEET EAST OF THE EAST RAIL OF
 LB1165'THE TRACK, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 67 FEET
 LB1165'SOUTH OF THE FIRST POLE NORTH OF THE CROSSING, 2 FEET WEST OF THE
 LB1165'EAST RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A WOODEN GATE POST
 LB1165'AND ABOUT 2 FEET BELOW THE LEVEL OF THE CROSSING.  A STANDARD
 LB1165'DISK, STAMPED W 125 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1165'PROJECTING 6 INCHES ABOVE GROUND.
 LB1165
 LB1165                          STATION RECOVERY (2009)
 LB1165
 LB1165'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB1165'MARK NOT FOUND (POSSIBLY COVERED BY PAVED CROSSING)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1069 ***********************************************************************
 LB1069  DESIGNATION -  W 126
 LB1069  PID         -  LB1069
 LB1069  STATE/COUNTY-  IN/CASS
 LB1069  COUNTRY     -  US
 LB1069  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1069
 LB1069                         *CURRENT SURVEY CONTROL
 LB1069  ______________________________________________________________________
 LB1069* NAD 83(1986) POSITION- 40 52 03.     (N) 086 32 42.     (W)   SCALED
 LB1069* NAVD 88 ORTHO HEIGHT -   216.662 (meters)      710.83  (feet) ADJUSTED
 LB1069  ______________________________________________________________________
 LB1069  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 LB1069  DYNAMIC HEIGHT  -        216.565 (meters)      710.51  (feet) COMP
 LB1069  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 LB1069
 LB1069  VERT ORDER      -  SECOND    CLASS 0
 LB1069
 LB1069.The horizontal coordinates were scaled from a map and have
 LB1069.an estimated accuracy of +/- 6 seconds.
 LB1069
 LB1069.The orthometric height was determined by differential leveling and
 LB1069.adjusted by the NATIONAL GEODETIC SURVEY
 LB1069.in June 1991.
 LB1069
 LB1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1069.GEOID18 height accuracy estimate available here.
 LB1069
 LB1069.Click photographs - Photos may exist for this station.
 LB1069
 LB1069.The dynamic height is computed by dividing the NAVD 88
 LB1069.geopotential number by the normal gravity value computed on the
 LB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1069.degrees latitude (g = 980.6199 gals.).
 LB1069
 LB1069.The modeled gravity was interpolated from observed gravity values.
 LB1069
 LB1069;                    North         East    Units  Estimated Accuracy
 LB1069;SPC IN E     -   624,220.       25,960.      MT  (+/- 180 meters Scaled)
 LB1069
 LB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL383241(NAD 83)
 LB1069
 LB1069                          SUPERSEDED SURVEY CONTROL
 LB1069
 LB1069  NGVD 29 (??/??/92)  216.773  (m)          711.20   (f) ADJ UNCH    2 0
 LB1069
 LB1069.Superseded values are not recommended for survey control.
 LB1069
 LB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1069.See file dsdata.pdf to determine how the superseded data were derived.
 LB1069
 LB1069_MARKER: DB = BENCH MARK DISK
 LB1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1069_STAMPING: W 126 1946
 LB1069_MARK LOGO: CGS
 LB1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1069+STABILITY: SURFACE MOTION
 LB1069
 LB1069  HISTORY     - Date     Condition        Report By
 LB1069  HISTORY     - 1946     MONUMENTED       CGS
 LB1069
 LB1069                          STATION DESCRIPTION
 LB1069
 LB1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1069'2.3 MI W FROM ROYAL CENTER.
 LB1069'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1069'BUILDING AT ROYAL CENTER, AT THE INTERSECTION WITH A NORTH-SOUTH
 LB1069'GRAVEL ROAD, 59 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB1069'39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF
 LB1069'A FENCE CORNER, 24 FEET NORTH OF A HIGHWAY IDENTIFICATION
 LB1069'MARKER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN
 LB1069'HIGHWAY LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1069'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1126 ***********************************************************************
 LB1126  DESIGNATION -  W 127
 LB1126  PID         -  LB1126
 LB1126  STATE/COUNTY-  IN/WHITE
 LB1126  COUNTRY     -  US
 LB1126  USGS QUAD   -  IDAVILLE (2019)
 LB1126
 LB1126                         *CURRENT SURVEY CONTROL
 LB1126  ______________________________________________________________________
 LB1126* NAD 83(1997) POSITION- 40 52 09.51794(N) 086 44 46.53382(W)   ADJUSTED
 LB1126* NAD 83(1997) ELLIP HT-   174.940 (meters)        (05/25/99)   ADJUSTED
 LB1126* NAVD 88 ORTHO HEIGHT -   208.651 (meters)      684.55  (feet) ADJUSTED
 LB1126  ______________________________________________________________________
 LB1126  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 LB1126  NAD 83(1997) X  -    274,154.181 (meters)                     COMP
 LB1126  NAD 83(1997) Y  - -4,822,445.966 (meters)                     COMP
 LB1126  NAD 83(1997) Z  -  4,151,573.411 (meters)                     COMP
 LB1126  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 LB1126  DYNAMIC HEIGHT  -        208.558 (meters)      684.24  (feet) COMP
 LB1126  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 LB1126
 LB1126  HORZ ORDER      -  SECOND
 LB1126  VERT ORDER      -  SECOND    CLASS 0
 LB1126  ELLP ORDER      -  FOURTH    CLASS I
 LB1126
 LB1126.The horizontal coordinates were established by classical geodetic methods
 LB1126.and adjusted by the National Geodetic Survey in May 1999.
 LB1126
 LB1126.The orthometric height was determined by differential leveling and
 LB1126.adjusted by the NATIONAL GEODETIC SURVEY
 LB1126.in June 1991.
 LB1126
 LB1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1126.GEOID18 height accuracy estimate available here.
 LB1126
 LB1126.Click photographs - Photos may exist for this station.
 LB1126
 LB1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1126
 LB1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1126
 LB1126.The ellipsoidal height was determined by GPS observations
 LB1126.and is referenced to NAD 83.
 LB1126
 LB1126.The dynamic height is computed by dividing the NAVD 88
 LB1126.geopotential number by the normal gravity value computed on the
 LB1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1126.degrees latitude (g = 980.6199 gals.).
 LB1126
 LB1126.The modeled gravity was interpolated from observed gravity values.
 LB1126
 LB1126. The following values were computed from the NAD 83(1997) position.
 LB1126
 LB1126;                    North         East     Units Scale Factor Converg.
 LB1126;SPC IN W     -   624,099.961   928,414.798   MT  0.99997660   +0 13 14.0
 LB1126;SPC IN W     - 2,047,567.96  3,045,974.22   sFT  0.99997660   +0 13 14.0
 LB1126;UTM  16      - 4,524,280.437   521,382.079   MT  0.99960563   +0 09 57.7
 LB1126
 LB1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1126!SPC IN W     -   0.99997256  x   0.99997660  =   0.99994916
 LB1126!UTM  16      -   0.99997256  x   0.99960563  =   0.99957820
 LB1126
 LB1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2138224280(NAD 83)
 LB1126
 LB1126                          SUPERSEDED SURVEY CONTROL
 LB1126
 LB1126  NAD 83(1986)-  40 52 09.52147(N)    086 44 46.54686(W) AD(       ) 2
 LB1126  NAD 27      -  40 52 09.37240(N)    086 44 46.50350(W) AD(       ) 2
 LB1126  NGVD 29 (??/??/92)  208.768  (m)          684.93   (f) ADJ UNCH    2 0
 LB1126  NGVD 29             208.77   (m)          684.9    (f) LEVELING    3  
 LB1126
 LB1126.Superseded values are not recommended for survey control.
 LB1126
 LB1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1126.See file dsdata.pdf to determine how the superseded data were derived.
 LB1126
 LB1126_MARKER: DB = BENCH MARK DISK
 LB1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1126_STAMPING: W 127 1946
 LB1126_MARK LOGO: CGS
 LB1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1126+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB1126
 LB1126  HISTORY     - Date     Condition        Report By
 LB1126  HISTORY     - 1946     MONUMENTED       CGS
 LB1126  HISTORY     - 1947     GOOD             CGS
 LB1126  HISTORY     - 19880715 GOOD             NGS
 LB1126  HISTORY     - 20110706 GOOD             INDIV
 LB1126
 LB1126                          STATION DESCRIPTION
 LB1126
 LB1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1126'0.9 MI S FROM BUFFALO.
 LB1126'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE SCHOOL
 LB1126'BUILDING AT BUFFALO, IN THE NORTHWEST QUARTER OF A CROSS ROAD,
 LB1126'105 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34.5 FEET
 LB1126'WEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF POWER
 LB1126'POLE NUMBER 711-192, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL
 LB1126'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1126'6 INCHES.
 LB1126
 LB1126                          STATION RECOVERY (1947)
 LB1126
 LB1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB1126'THIS IS A TRAVERSE STATION.
 LB1126'
 LB1126'STATION IS LOCATED ABOUT 14 MILES WEST OF ROYAL CENTER AND ABOUT 14
 LB1126'MILES SOUTHWEST OF WINAMAC ON THE WEST SIDE OF STATE HIGHWAY NO. 39.
 LB1126'IT IS 105 FEET NORTH OF AN EAST-WEST GRAVEL ROAD, 32 FEET WEST OF
 LB1126'THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A NORTH-SOUTH FENCE
 LB1126'LINE.  THE MARK IS A 6 X 6 INCH CONCRETE POST SET FLUSH WITH THE
 LB1126'GROUND WITH A STANDARD USC AND GS BM DISK STAMPED W 127 1946.  A
 LB1126'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LB1126'BUFFALO AND THE DISTANCE FOUND TO BE 93.364 METERS (306.31 FEET).
 LB1126'
 LB1126'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 35 AND
 LB1126'STATE HIGHWAYS NO. 16 AND NO. 29 IN ROYAL CENTER, GO WEST ON HIGHWAY
 LB1126'NO. 16 FOR 13.9 MILES TO JUNCTION OF STATE HIGHWAYS NO. 16, NO. 39
 LB1126'AND NO. 119 IN BUFFALO, TURN SOUTH ON STATE HIGHWAY NO. 39 AND GO
 LB1126'0.95 MILE TO STATION ON RIGHT AS DESCRIBED.
 LB1126
 LB1126                          STATION RECOVERY (1988)
 LB1126
 LB1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LB1126'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF
 LB1126'LOGANSPORT, 14.5 KM (9.00 MI) NORTH OF MONTICELLO, 2.4 KM (1.50 MI)
 LB1126'SOUTH OF BUFFALO AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--INDIANA
 LB1126'DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE, ROOM 1101, STATE
 LB1126'OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE 317-232-5533.
 LB1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LB1126'HIGHWAY 39 ON THE EAST SIDE OF MONTICELLO, GO NORTH ON STATE HIGHWAY
 LB1126'39 FOR 13.6 KM (8.45 MI) TO A CROSSROAD, HICKMAN ROAD, AND THE
 LB1126'STATION JUST BEYOND ON THE LEFT. THE STATION CAN ALSO BE REACHED FROM
 LB1126'THE JUNCTION OF STATE HIGHWAYS 39, 16 AND 119 ON THE SOUTH SIDE OF
 LB1126'BUFFALO BY GOING SOUTH ON STATE HIGHWAY 39 FOR 1.45 KM (0.90 MI) TO
 LB1126'THE STATION ON THE RIGHT JUST BEFORE REACHING HICKMAN ROAD.
 LB1126'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---W 127
 LB1126'1946---, SET IN THE TOP OF A SQUARE CONCRETE POST.  LOCATED 32.0 M
 LB1126'(105.0 FT) NORTH FROM THE CENTER OF HICKMAN ROAD, 15.79 M (51.8 FT)
 LB1126'SOUTH FROM A UTILITY POLE, 9.75 M (32.0 FT) WEST FROM CENTER OF
 LB1126'HIGHWAY 39 AND 0.46 M (1.5 FT) EAST FROM A WITNESS POST IN FENCELINE.
 LB1126'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB1126'DESCRIBED BY D.L. ADAMS.
 LB1126
 LB1126                          STATION RECOVERY (2011)
 LB1126
 LB1126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB1126'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0139 ***********************************************************************
 LB0139  DESIGNATION -  W 128
 LB0139  PID         -  LB0139
 LB0139  STATE/COUNTY-  IN/CASS
 LB0139  COUNTRY     -  US
 LB0139  USGS QUAD   -  LUCERNE (2019)
 LB0139
 LB0139                         *CURRENT SURVEY CONTROL
 LB0139  ______________________________________________________________________
 LB0139* NAD 83(1986) POSITION- 40 50 40.     (N) 086 29 14.     (W)   SCALED
 LB0139* NAVD 88 ORTHO HEIGHT -   228.896 (meters)      750.97  (feet) ADJUSTED
 LB0139  ______________________________________________________________________
 LB0139  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 LB0139  DYNAMIC HEIGHT  -        228.792 (meters)      750.63  (feet) COMP
 LB0139  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 LB0139
 LB0139  VERT ORDER      -  SECOND    CLASS 0
 LB0139
 LB0139.The horizontal coordinates were scaled from a map and have
 LB0139.an estimated accuracy of +/- 6 seconds.
 LB0139
 LB0139.The orthometric height was determined by differential leveling and
 LB0139.adjusted by the NATIONAL GEODETIC SURVEY
 LB0139.in June 1991.
 LB0139
 LB0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0139.GEOID18 height accuracy estimate available here.
 LB0139
 LB0139.Click photographs - Photos may exist for this station.
 LB0139
 LB0139.The dynamic height is computed by dividing the NAVD 88
 LB0139.geopotential number by the normal gravity value computed on the
 LB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0139.degrees latitude (g = 980.6199 gals.).
 LB0139
 LB0139.The modeled gravity was interpolated from observed gravity values.
 LB0139
 LB0139;                    North         East    Units  Estimated Accuracy
 LB0139;SPC IN E     -   621,610.       30,800.      MT  (+/- 180 meters Scaled)
 LB0139
 LB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL432216(NAD 83)
 LB0139
 LB0139                          SUPERSEDED SURVEY CONTROL
 LB0139
 LB0139  NGVD 29 (??/??/92)  229.006  (m)          751.33   (f) ADJ UNCH    2 0
 LB0139
 LB0139.Superseded values are not recommended for survey control.
 LB0139
 LB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0139.See file dsdata.pdf to determine how the superseded data were derived.
 LB0139
 LB0139_MARKER: DB = BENCH MARK DISK
 LB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0139_STAMPING: W 128 1946
 LB0139_MARK LOGO: CGS
 LB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0139+STABILITY: SURFACE MOTION
 LB0139
 LB0139  HISTORY     - Date     Condition        Report By
 LB0139  HISTORY     - 1946     MONUMENTED       CGS
 LB0139
 LB0139                          STATION DESCRIPTION
 LB0139
 LB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0139'1.8 MI S FROM ROYAL CENTER.
 LB0139'ABOUT 1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB0139'BUILDING AT ROYAL CENTER, THENCE 0.65 MILE SOUTH ALONG A GRAVEL
 LB0139'ROAD, AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, 54
 LB0139'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET
 LB0139'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 38 FEET SOUTH
 LB0139'OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, ABOUT 1 FOOT
 LB0139'LOWER THAN ROAD LEVEL AND SET IN THE TOP OF A CONCRETE POST
 LB0139'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1153 ***********************************************************************
 LB1153  CBN         -  This is a Cooperative Base Network Control Station.
 LB1153  DESIGNATION -  W 129
 LB1153  PID         -  LB1153
 LB1153  STATE/COUNTY-  IN/PULASKI
 LB1153  COUNTRY     -  US
 LB1153  USGS QUAD   -  BUFFALO (2019)
 LB1153
 LB1153                         *CURRENT SURVEY CONTROL
 LB1153  ______________________________________________________________________
 LB1153* NAD 83(2011) POSITION- 40 58 12.27855(N) 086 37 55.38733(W)   ADJUSTED
 LB1153* NAD 83(2011) ELLIP HT-   180.132 (meters)        (10/27/23)   ADJUSTED
 LB1153* NAD 83(2011) EPOCH   -  2010.00
 LB1153* NAVD 88 ORTHO HEIGHT -   213.852 (meters)      701.61  (feet) ADJUSTED
 LB1153  ______________________________________________________________________
 LB1153  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 LB1153  NAD 83(2011) X  -    283,335.798 (meters)                     COMP
 LB1153  NAD 83(2011) Y  - -4,814,576.574 (meters)                     COMP
 LB1153  NAD 83(2011) Z  -  4,160,032.826 (meters)                     COMP
 LB1153  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 LB1153  DYNAMIC HEIGHT  -        213.759 (meters)      701.31  (feet) COMP
 LB1153  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 LB1153
 LB1153  VERT ORDER      -  SECOND    CLASS 0
 LB1153
 LB1153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1153  Standards:
 LB1153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1153  -------------------------------------------------------------------
 LB1153  NETWORK    0.42   2.16           0.18   0.16   1.10     -0.02972980
 LB1153  -------------------------------------------------------------------
 LB1153  Click here for local accuracies and other accuracy information.
 LB1153
 LB1153.The horizontal coordinates were established by GPS observations
 LB1153.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 LB1153
 LB1153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1153.been affixed to the stable North American tectonic plate. See 
 LB1153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1153
 LB1153.The horizontal coordinates are valid at the epoch date displayed above
 LB1153.which is a decimal equivalence of Year/Month/Day.
 LB1153
 LB1153.The orthometric height was determined by differential leveling and
 LB1153.adjusted by the NATIONAL GEODETIC SURVEY
 LB1153.in June 1991.
 LB1153
 LB1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1153.GEOID18 height accuracy estimate available here.
 LB1153
 LB1153.Click photographs - Photos may exist for this station.
 LB1153
 LB1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1153
 LB1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1153
 LB1153.The ellipsoidal height was determined by GPS observations
 LB1153.and is referenced to NAD 83.
 LB1153
 LB1153.The dynamic height is computed by dividing the NAVD 88
 LB1153.geopotential number by the normal gravity value computed on the
 LB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1153.degrees latitude (g = 980.6199 gals.).
 LB1153
 LB1153.The modeled gravity was interpolated from observed gravity values.
 LB1153
 LB1153. The following values were computed from the NAD 83(2011) position.
 LB1153
 LB1153;                    North         East     Units Scale Factor Converg.
 LB1153;SPC IN W     -   635,333.373   937,984.591   MT  0.99998442   +0 17 45.2
 LB1153;SPC IN W     - 2,084,422.91  3,077,371.11   sFT  0.99998442   +0 17 45.2
 LB1153;UTM  16      - 4,535,500.554   530,959.008   MT  0.99961180   +0 14 28.5
 LB1153
 LB1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1153!SPC IN W     -   0.99997175  x   0.99998442  =   0.99995617
 LB1153!UTM  16      -   0.99997175  x   0.99961180  =   0.99958356
 LB1153
 LB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3095935500(NAD 83)
 LB1153
 LB1153                          SUPERSEDED SURVEY CONTROL
 LB1153
 LB1153  NAD 83(2011)-  40 58 12.27918(N)    086 37 55.38901(W) AD(2010.00) 0
 LB1153  ELLIP H (06/27/12)  180.152  (m)                       GP(2010.00)    
 LB1153  NAD 83(2007)-  40 58 12.27928(N)    086 37 55.38995(W) AD(2002.00) 0
 LB1153  ELLIP H (02/10/07)  180.169  (m)                       GP(2002.00)    
 LB1153  NAD 83(1997)-  40 58 12.27923(N)    086 37 55.38995(W) AD(       ) A
 LB1153  ELLIP H (01/19/05)  180.170  (m)                       GP(       ) 4 1
 LB1153  NAVD 88             213.85   (m)          701.6    (f) LEVELING    3  
 LB1153  NGVD 29 (??/??/92)  213.959  (m)          701.96   (f) ADJ UNCH    2 0
 LB1153
 LB1153.Superseded values are not recommended for survey control.
 LB1153
 LB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1153.See file dsdata.pdf to determine how the superseded data were derived.
 LB1153
 LB1153_MARKER: DB = BENCH MARK DISK
 LB1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1153_STAMPING: W 129 1946
 LB1153_MARK LOGO: CGS
 LB1153_PROJECTION: PROJECTING 5 CENTIMETERS
 LB1153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1153+STABILITY: SURFACE MOTION
 LB1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1153+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 LB1153
 LB1153  HISTORY     - Date     Condition        Report By
 LB1153  HISTORY     - 1946     MONUMENTED       CGS
 LB1153  HISTORY     - 20030612 GOOD             ABSHER
 LB1153  HISTORY     - 20110706 GOOD             INDIV
 LB1153  HISTORY     - 20160603 GOOD             COMPDA
 LB1153  HISTORY     - 20170313 GOOD             INDOT
 LB1153  HISTORY     - 20210401 GOOD             INDOT
 LB1153
 LB1153                          STATION DESCRIPTION
 LB1153
 LB1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1153'1.4 MI E FROM PULASKI.
 LB1153'ABOUT 1.4 MILE EAST ALONG A PAVED ROAD FROM ST. JOSEPH CHURCH
 LB1153'AT PULASKI, AT THE INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD,
 LB1153'51 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 21 FEET NORTH
 LB1153'OF THE CENTER LINE OF THE PAVED ROAD, 31.5 FEET EAST OF REA POWER
 LB1153'POLE 131 D 21, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 LB1153'SOUTH OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN ROAD LEVEL AND SET
 LB1153'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB1153
 LB1153                          STATION RECOVERY (2003)
 LB1153
 LB1153'RECOVERY NOTE BY ABSHER SURVEYING 2003 (DLA)
 LB1153'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 LB1153'
 LB1153'THE STATION IS 10 FT NORTH OF THE NORTH EDGE OF COUNTY ROAD 600 SOUTH,
 LB1153'THE RIGHT-OF-WAY  FENCE IS GONE.  THERE IS A WITNESS POST AT THE
 LB1153'NORTHWEST CORNER OF THE MONUMENT.
 LB1153
 LB1153                          STATION RECOVERY (2011)
 LB1153
 LB1153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB1153'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 LB1153
 LB1153                          STATION RECOVERY (2016)
 LB1153
 LB1153'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 LB1153'RECOVERED IN GOOD CONDITION.
 LB1153
 LB1153                          STATION RECOVERY (2017)
 LB1153
 LB1153'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (JM)
 LB1153'RECOVERED AS DESCRIBED.
 LB1153
 LB1153                          STATION RECOVERY (2021)
 LB1153
 LB1153'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (DJB)
 LB1153'THE STATION IS LOCATED ABOUT 8.5 MI (13.6 KM) NORTHEAST OF BUFFALO,
 LB1153'5.8 MI (9.4 KM) SOUTH-SOUTHWEST OF WINAMAC AND 4.0 MI (6.4 KM) WEST OF
 LB1153'STAR CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 LB1153'
 LB1153'TO REACH FROM THE INTERSECTION OF US 35 (AKA SOUTH MONTICELLO STREET)
 LB1153'AND STATE ROAD 119 (AKA WEST WASHINGTON STREET) IN WINAMAC, TRAVEL
 LB1153'WEST-SOUTHWEST ALONG STATE ROAD 119 FOR 0.2 MI (0.3 KM) TO SOUTH
 LB1153'FRANKLIN STREET (AKA STATE ROAD 119).  TURN LEFT (SOUTH-SOUTHEAST)
 LB1153'TRAVEL SOUTH-SOUTHEAST AND SOUTH ALONG STATE ROAD 119 FOR 3.46 MI
 LB1153'(5.57 KM) TO BASE ROAD SOUTH, LOCATED IN A CURVE OF STATE ROAD 119.
 LB1153'TURN LEFT (SOUTH-SOUTHEAST) AND TRAVEL SOUTH-SOUTHEAST AND SOUTH FOR
 LB1153'1.94 MI (3.12 KM) ALONG BASE ROAD SOUTH TO COUNTY ROAD EAST 600 SOUTH.
 LB1153'TURN RIGHT (WEST) AND TRAVEL 1.52 MI (2.45 KM) TO COUNTY ROAD SOUTH
 LB1153'150 WEST, WITH THE MONUMENT LOCATED IN THE NORTHEAST QUADRANT OF THE
 LB1153'INTERSECTION.
 LB1153'
 LB1153'THE STATION IS LOCATED 25 FT (7.6 M) NORTH OF THE CENTERLINE OF COUNTY
 LB1153'ROAD EAST 600 SOUTH, 50 FT (15.2 M) EAST OF THE CENTERLINE OF COUNTY
 LB1153'ROAD SOUTH 150 WEST, AND 55 FT (16.8 M) NORTH-NORTHEAST OF POWER POLE
 LB1153'NO. 0019938.  NOTE THAT POWER POLE NO. 0019938 IS LOCATED ON THE SOUTH
 LB1153'SIDE OF COUNTY ROAD EAST 600 SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0006 ***********************************************************************
 KA0006  DESIGNATION -  W 13
 KA0006  PID         -  KA0006
 KA0006  STATE/COUNTY-  IN/MORGAN
 KA0006  COUNTRY     -  US
 KA0006  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0006
 KA0006                         *CURRENT SURVEY CONTROL
 KA0006  ______________________________________________________________________
 KA0006* NAD 83(1986) POSITION- 39 32 10.     (N) 086 17 18.     (W)   SCALED
 KA0006* NAVD 88 ORTHO HEIGHT -   206.136 (meters)      676.30  (feet) ADJUSTED
 KA0006  ______________________________________________________________________
 KA0006  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 KA0006  DYNAMIC HEIGHT  -        206.024 (meters)      675.93  (feet) COMP
 KA0006  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 KA0006
 KA0006  VERT ORDER      -  FIRST     CLASS II
 KA0006
 KA0006.The horizontal coordinates were scaled from a map and have
 KA0006.an estimated accuracy of +/- 6 seconds.
 KA0006
 KA0006.The orthometric height was determined by differential leveling and
 KA0006.adjusted by the NATIONAL GEODETIC SURVEY
 KA0006.in June 1991.
 KA0006
 KA0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0006.GEOID18 height accuracy estimate available here.
 KA0006
 KA0006.Click photographs - Photos may exist for this station.
 KA0006
 KA0006.The dynamic height is computed by dividing the NAVD 88
 KA0006.geopotential number by the normal gravity value computed on the
 KA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0006.degrees latitude (g = 980.6199 gals.).
 KA0006
 KA0006.The modeled gravity was interpolated from observed gravity values.
 KA0006
 KA0006;                    North         East    Units  Estimated Accuracy
 KA0006;SPC IN W     -   476,320.      968,340.      MT  (+/- 180 meters Scaled)
 KA0006
 KA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ611765(NAD 83)
 KA0006
 KA0006                          SUPERSEDED SURVEY CONTROL
 KA0006
 KA0006  NGVD 29 (??/??/92)  206.266  (m)          676.72   (f) ADJ UNCH    1 2
 KA0006
 KA0006.Superseded values are not recommended for survey control.
 KA0006
 KA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0006.See file dsdata.pdf to determine how the superseded data were derived.
 KA0006
 KA0006_MARKER: DB = BENCH MARK DISK
 KA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0006_STAMPING: 676.724 W 13 1930
 KA0006_MARK LOGO: CGS
 KA0006_PROJECTION: PROJECTING 30 CENTIMETERS
 KA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0006+STABILITY: SURFACE MOTION
 KA0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0006+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2023
 KA0006
 KA0006  HISTORY     - Date     Condition        Report By
 KA0006  HISTORY     - 1930     MONUMENTED       CGS
 KA0006  HISTORY     - 1946     GOOD             CGS
 KA0006  HISTORY     - 20160718 GOOD             INDOT
 KA0006  HISTORY     - 20230811 GOOD             PICI
 KA0006
 KA0006                          STATION DESCRIPTION
 KA0006
 KA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0006'1.7 MI S FROM WAVERLY.
 KA0006'1.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 KA0006'STATE HIGHWAY 144 AT WAVERLY, MORGAN COUNTY, 60 YARDS SOUTHWEST
 KA0006'OF A FARMHOUSE OWNED BY MRS. MAMIE BLACK, 53 YARDS SOUTHWEST OF A
 KA0006'FENCE CORNER, 11 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KA0006'CONCRETE PAVEMENT, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KA0006'HIGHWAY, 7.5 FEET NORTHEAST OF POWER POLE 58-M-28, 3.5 FEET WEST
 KA0006'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 KA0006'HIGHWAY.  A STANDARD DISK, STAMPED 676.724 W 13 1930 AND SET IN
 KA0006'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KA0006'NOTE-- THIS MARK MAY BE OBSCURED FROM VIEW BY A SMALL GROWTH OF
 KA0006'HACKBERRY TREES ALONG THE RIGHT-OF-WAY FENCE LINE.
 KA0006
 KA0006                          STATION RECOVERY (2016)
 KA0006
 KA0006'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (JK)
 KA0006'THE GENERAL STATION LOCATION AND TO REACH NARRATIVE ARE ADEQUATE.
 KA0006'
 KA0006'LOCATED 5.5 FT (1.7 M) NORTHEAST OF A POWER POLE 58-M-28, 70 FT (21.3
 KA0006'M) NORTH OF A HIGH VOLTAGE POWER TOWER AND LOCATED 2 FT (0.6 M) BELOW
 KA0006'THE ROADWAY.
 KA0006
 KA0006                          STATION RECOVERY (2023)
 KA0006
 KA0006'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (JM)
 KA0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0725 ***********************************************************************
 ME0725  DESIGNATION -  W 130
 ME0725  PID         -  ME0725
 ME0725  STATE/COUNTY-  IN/PULASKI
 ME0725  COUNTRY     -  US
 ME0725  USGS QUAD   -  WINAMAC (2019)
 ME0725
 ME0725                         *CURRENT SURVEY CONTROL
 ME0725  ______________________________________________________________________
 ME0725* NAD 83(1986) POSITION- 41 02 37.     (N) 086 35 53.     (W)   SCALED
 ME0725* NAVD 88 ORTHO HEIGHT -   214.376 (meters)      703.33  (feet) ADJUSTED
 ME0725  ______________________________________________________________________
 ME0725  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 ME0725  DYNAMIC HEIGHT  -        214.284 (meters)      703.03  (feet) COMP
 ME0725  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 ME0725
 ME0725  VERT ORDER      -  SECOND    CLASS 0
 ME0725
 ME0725.The horizontal coordinates were scaled from a map and have
 ME0725.an estimated accuracy of +/- 6 seconds.
 ME0725
 ME0725.The orthometric height was determined by differential leveling and
 ME0725.adjusted by the NATIONAL GEODETIC SURVEY
 ME0725.in June 1991.
 ME0725
 ME0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0725.GEOID18 height accuracy estimate available here.
 ME0725
 ME0725.Click photographs - Photos may exist for this station.
 ME0725
 ME0725.The dynamic height is computed by dividing the NAVD 88
 ME0725.geopotential number by the normal gravity value computed on the
 ME0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0725.degrees latitude (g = 980.6199 gals.).
 ME0725
 ME0725.The modeled gravity was interpolated from observed gravity values.
 ME0725
 ME0725;                    North         East    Units  Estimated Accuracy
 ME0725;SPC IN W     -   643,520.      940,800.      MT  (+/- 180 meters Scaled)
 ME0725
 ME0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337436(NAD 83)
 ME0725
 ME0725                          SUPERSEDED SURVEY CONTROL
 ME0725
 ME0725  NGVD 29 (??/??/92)  214.492  (m)          703.71   (f) ADJ UNCH    2 0
 ME0725
 ME0725.Superseded values are not recommended for survey control.
 ME0725
 ME0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0725.See file dsdata.pdf to determine how the superseded data were derived.
 ME0725
 ME0725_MARKER: DB = BENCH MARK DISK
 ME0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0725_STAMPING: W 130 1946
 ME0725_MARK LOGO: CGS
 ME0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0725+STABILITY: SURFACE MOTION
 ME0725
 ME0725  HISTORY     - Date     Condition        Report By
 ME0725  HISTORY     - 1946     MONUMENTED       CGS
 ME0725  HISTORY     - 1981     MARK NOT FOUND   INDNR
 ME0725  HISTORY     - 20020315 GOOD             INDIV
 ME0725
 ME0725                          STATION DESCRIPTION
 ME0725
 ME0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0725'AT WINAMAC.
 ME0725'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE COURT
 ME0725'HOUSE IN WINAMAC, AT THE SOUTH CITY LIMITS AND THE STATE HIGHWAY
 ME0725'GARAGE, 115 FEET NORTHEAST OF THE CENTER OF A JUNCTION WITH A
 ME0725'GRAVEL ROAD LEADING WEST, 76 FEET NORTHEAST OF THE CITY LIMITS SIGN,
 ME0725'51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET NORTH OF A
 ME0725'TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1.5 FOOT
 ME0725'WEST OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 ME0725'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0725
 ME0725                          STATION RECOVERY (1981)
 ME0725
 ME0725'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME0725'MARK NOT FOUND.
 ME0725
 ME0725                          STATION RECOVERY (2002)
 ME0725
 ME0725'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RBM)
 ME0725'NGS SHOWS THIS MARK IS DESTROYED HOWEVER IT WAS FOUND BY MY CREW
 ME0725'CHIEF,ROBERT MACKENZIE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0736 ***********************************************************************
 ME0736  DESIGNATION -  W 131
 ME0736  PID         -  ME0736
 ME0736  STATE/COUNTY-  IN/PULASKI
 ME0736  COUNTRY     -  US
 ME0736  USGS QUAD   -  BASS LAKE (2019)
 ME0736
 ME0736                         *CURRENT SURVEY CONTROL
 ME0736  ______________________________________________________________________
 ME0736* NAD 83(1986) POSITION- 41 09 56.     (N) 086 36 08.     (W)   SCALED
 ME0736* NAVD 88 ORTHO HEIGHT -   217.579 (meters)      713.84  (feet) ADJUSTED
 ME0736  ______________________________________________________________________
 ME0736  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 ME0736  DYNAMIC HEIGHT  -        217.488 (meters)      713.54  (feet) COMP
 ME0736  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 ME0736
 ME0736  VERT ORDER      -  SECOND    CLASS 0
 ME0736
 ME0736.The horizontal coordinates were scaled from a map and have
 ME0736.an estimated accuracy of +/- 6 seconds.
 ME0736
 ME0736.The orthometric height was determined by differential leveling and
 ME0736.adjusted by the NATIONAL GEODETIC SURVEY
 ME0736.in June 1991.
 ME0736
 ME0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0736.GEOID18 height accuracy estimate available here.
 ME0736
 ME0736.Click photographs - Photos may exist for this station.
 ME0736
 ME0736.The dynamic height is computed by dividing the NAVD 88
 ME0736.geopotential number by the normal gravity value computed on the
 ME0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0736.degrees latitude (g = 980.6199 gals.).
 ME0736
 ME0736.The modeled gravity was interpolated from observed gravity values.
 ME0736
 ME0736;                    North         East    Units  Estimated Accuracy
 ME0736;SPC IN W     -   657,060.      940,380.      MT  (+/- 180 meters Scaled)
 ME0736
 ME0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333572(NAD 83)
 ME0736
 ME0736                          SUPERSEDED SURVEY CONTROL
 ME0736
 ME0736  NGVD 29 (??/??/92)  217.694  (m)          714.22   (f) ADJ UNCH    2 0
 ME0736
 ME0736.Superseded values are not recommended for survey control.
 ME0736
 ME0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0736.See file dsdata.pdf to determine how the superseded data were derived.
 ME0736
 ME0736_MARKER: DB = BENCH MARK DISK
 ME0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0736_STAMPING: W 131 1946
 ME0736_MARK LOGO: CGS
 ME0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0736+STABILITY: SURFACE MOTION
 ME0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0736+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2012
 ME0736
 ME0736  HISTORY     - Date     Condition        Report By
 ME0736  HISTORY     - 1946     MONUMENTED       CGS
 ME0736  HISTORY     - 1972     GOOD             NGS
 ME0736  HISTORY     - 20121217 GOOD             INDOT
 ME0736
 ME0736                          STATION DESCRIPTION
 ME0736
 ME0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0736'1.2 MI S FROM BASS STATION.
 ME0736'ABOUT 1.2 MILE SOUTH ALONG U.S. HIGHWAY 35 FROM THE ERIE RAILROAD
 ME0736'CROSSING AT BASS STATION, 0.4 MILE SOUTH OF THE INTERSECTION
 ME0736'WITH AN EAST-WEST ROAD AND THE PULASKI-STARKE COUNTY LINE, 138
 ME0736'FEET NORTHEAST OF THE EAST END OF A 24-INCH CORRUGATED PIPE
 ME0736'CULVERT, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31
 ME0736'FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, 2 1/2
 ME0736'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER
 ME0736'THAN HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME0736'PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK IS ABOUT 2.1
 ME0736'MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE CROSSING OF THE
 ME0736'CHESAPEAKE AND OHIO RAILWAY AT BEARDSTOWN.
 ME0736
 ME0736                          STATION RECOVERY (1972)
 ME0736
 ME0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0736'RECOVERED IN GOOD CONDITION.
 ME0736
 ME0736                          STATION RECOVERY (2012)
 ME0736
 ME0736'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0649 ***********************************************************************
 ME0649  DESIGNATION -  W 132
 ME0649  PID         -  ME0649
 ME0649  STATE/COUNTY-  IN/STARKE
 ME0649  COUNTRY     -  US
 ME0649  USGS QUAD   -  BASS LAKE (2019)
 ME0649
 ME0649                         *CURRENT SURVEY CONTROL
 ME0649  ______________________________________________________________________
 ME0649* NAD 83(1986) POSITION- 41 13 46.     (N) 086 34 18.     (W)   SCALED
 ME0649* NAVD 88 ORTHO HEIGHT -   221.311 (meters)      726.08  (feet) ADJUSTED
 ME0649  ______________________________________________________________________
 ME0649  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 ME0649  DYNAMIC HEIGHT  -        221.219 (meters)      725.78  (feet) COMP
 ME0649  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 ME0649
 ME0649  VERT ORDER      -  SECOND    CLASS 0
 ME0649
 ME0649.The horizontal coordinates were scaled from a map and have
 ME0649.an estimated accuracy of +/- 6 seconds.
 ME0649
 ME0649.The orthometric height was determined by differential leveling and
 ME0649.adjusted by the NATIONAL GEODETIC SURVEY
 ME0649.in June 1991.
 ME0649
 ME0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0649.GEOID18 height accuracy estimate available here.
 ME0649
 ME0649.Click photographs - Photos may exist for this station.
 ME0649
 ME0649.The dynamic height is computed by dividing the NAVD 88
 ME0649.geopotential number by the normal gravity value computed on the
 ME0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0649.degrees latitude (g = 980.6199 gals.).
 ME0649
 ME0649.The modeled gravity was interpolated from observed gravity values.
 ME0649
 ME0649;                    North         East    Units  Estimated Accuracy
 ME0649;SPC IN W     -   664,170.      942,900.      MT  (+/- 180 meters Scaled)
 ME0649
 ME0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL358643(NAD 83)
 ME0649
 ME0649                          SUPERSEDED SURVEY CONTROL
 ME0649
 ME0649  NGVD 29 (??/??/92)  221.427  (m)          726.47   (f) ADJ UNCH    2 0
 ME0649
 ME0649.Superseded values are not recommended for survey control.
 ME0649
 ME0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0649.See file dsdata.pdf to determine how the superseded data were derived.
 ME0649
 ME0649_MARKER: DB = BENCH MARK DISK
 ME0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0649_STAMPING: W 132 1946
 ME0649_MARK LOGO: CGS
 ME0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0649+STABILITY: SURFACE MOTION
 ME0649
 ME0649  HISTORY     - Date     Condition        Report By
 ME0649  HISTORY     - 1946     MONUMENTED       CGS
 ME0649  HISTORY     - 1988     GOOD             USPSQD
 ME0649  HISTORY     - 1989     GOOD             USPSQD
 ME0649
 ME0649                          STATION DESCRIPTION
 ME0649
 ME0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0649'2.6 MI E FROM BASS LAKE.
 ME0649'ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0649'WITH U.S. HIGHWAY 35 AT BASS LAKE, 72 FEET SOUTHEAST OF THE CENTER
 ME0649'OF THE JUNCTION WITH STATE HIGHWAY 210, 29 FEET SOUTH OF THE
 ME0649'CENTER LINE OF HIGHWAY 10, 6.5 FEET EAST OF THE EAST IRON POST
 ME0649'OF A SIGN READING LIGHTING DUDE RANCH, 29 FEET SOUTHWEST OF A PLUM
 ME0649'TREE, 1 FEET SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY
 ME0649'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0649
 ME0649                          STATION RECOVERY (1988)
 ME0649
 ME0649'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0649'RECOVERED IN GOOD CONDITION.
 ME0649
 ME0649                          STATION RECOVERY (1989)
 ME0649
 ME0649'RECOVERY NOTE BY US POWER SQUADRON 1989 (AHM)
 ME0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0394 ***********************************************************************
 ME0394  DESIGNATION -  W 133
 ME0394  PID         -  ME0394
 ME0394  STATE/COUNTY-  IN/STARKE
 ME0394  COUNTRY     -  US
 ME0394  USGS QUAD   -  CULVER (2019)
 ME0394
 ME0394                         *CURRENT SURVEY CONTROL
 ME0394  ______________________________________________________________________
 ME0394* NAD 83(1986) POSITION- 41 13 47.     (N) 086 29 43.     (W)   SCALED
 ME0394* NAVD 88 ORTHO HEIGHT -   225.029 (meters)      738.28  (feet) ADJUSTED
 ME0394  ______________________________________________________________________
 ME0394  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 ME0394  DYNAMIC HEIGHT  -        224.936 (meters)      737.98  (feet) COMP
 ME0394  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 ME0394
 ME0394  VERT ORDER      -  SECOND    CLASS 0
 ME0394
 ME0394.The horizontal coordinates were scaled from a map and have
 ME0394.an estimated accuracy of +/- 6 seconds.
 ME0394
 ME0394.The orthometric height was determined by differential leveling and
 ME0394.adjusted by the NATIONAL GEODETIC SURVEY
 ME0394.in June 1991.
 ME0394
 ME0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0394.GEOID18 height accuracy estimate available here.
 ME0394
 ME0394.Click photographs - Photos may exist for this station.
 ME0394
 ME0394.The dynamic height is computed by dividing the NAVD 88
 ME0394.geopotential number by the normal gravity value computed on the
 ME0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0394.degrees latitude (g = 980.6199 gals.).
 ME0394
 ME0394.The modeled gravity was interpolated from observed gravity values.
 ME0394
 ME0394;                    North         East    Units  Estimated Accuracy
 ME0394;SPC IN W     -   664,240.      949,300.      MT  (+/- 180 meters Scaled)
 ME0394
 ME0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL423643(NAD 83)
 ME0394
 ME0394                          SUPERSEDED SURVEY CONTROL
 ME0394
 ME0394  NGVD 29 (??/??/92)  225.146  (m)          738.67   (f) ADJ UNCH    2 0
 ME0394
 ME0394.Superseded values are not recommended for survey control.
 ME0394
 ME0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0394.See file dsdata.pdf to determine how the superseded data were derived.
 ME0394
 ME0394_MARKER: DB = BENCH MARK DISK
 ME0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0394_STAMPING: W 133 1946
 ME0394_MARK LOGO: CGS
 ME0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0394+STABILITY: SURFACE MOTION
 ME0394
 ME0394  HISTORY     - Date     Condition        Report By
 ME0394  HISTORY     - 1946     MONUMENTED       CGS
 ME0394  HISTORY     - 1988     POOR             USPSQD
 ME0394
 ME0394                          STATION DESCRIPTION
 ME0394
 ME0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0394'6.6 MI E FROM BASS LAKE.
 ME0394'ABOUT 6.65 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0394'WITH U.S. HIGHWAY 35 AT BASS LAKE, 58 FEET SOUTHWEST OF THE
 ME0394'SOUTHWEST CORNER OF A HOUSE, 25 FEET NORTH OF THE CENTER LINE OF
 ME0394'THE HIGHWAY, 59 FEET WEST OF AN 18-INCH WALNUT TREE, 15 FEET
 ME0394'EAST OF THE CENTER LINE OF A GATE, 4 FEET NORTHWEST OF A TELEPHONE
 ME0394'POLE, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 1 FOOT ABOVE ROAD LEVEL
 ME0394'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0394'NOTE-- THIS MARK IS ABOUT 5.0 MILES WEST OF CULVER AND MAY BE
 ME0394'REACHED FROM THE PENNSYLVANIA RAILROAD STATION BY GOING 0.6
 ME0394'MILE NORTH ALONG STATE HIGHWAY 17 THENCE 4.4 MILES WEST ALONG
 ME0394'STATE HIGHWAY 10.
 ME0394
 ME0394                          STATION RECOVERY (1988)
 ME0394
 ME0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSH)
 ME0394'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1278 ***********************************************************************
 MD1278  DESIGNATION -  W 134
 MD1278  PID         -  MD1278
 MD1278  STATE/COUNTY-  IN/KOSCIUSKO
 MD1278  COUNTRY     -  US
 MD1278  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1278
 MD1278                         *CURRENT SURVEY CONTROL
 MD1278  ______________________________________________________________________
 MD1278* NAD 83(1986) POSITION- 41 06 59.95   (N) 085 46 31.14   (W)   HD_HELD1
 MD1278* NAVD 88 ORTHO HEIGHT -   277.419 (meters)      910.17  (feet) ADJUSTED
 MD1278  ______________________________________________________________________
 MD1278  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 MD1278  DYNAMIC HEIGHT  -        277.298 (meters)      909.77  (feet) COMP
 MD1278  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 MD1278
 MD1278  VERT ORDER      -  SECOND    CLASS 0
 MD1278
 MD1278.The horizontal coordinates were determined by differentially corrected
 MD1278.hand held GPS observations or other comparable positioning techniques
 MD1278.and have an estimated accuracy of +/- 3 meters.
 MD1278
 MD1278.The orthometric height was determined by differential leveling and
 MD1278.adjusted by the NATIONAL GEODETIC SURVEY
 MD1278.in June 1991.
 MD1278
 MD1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1278.GEOID18 height accuracy estimate available here.
 MD1278
 MD1278.Click photographs - Photos may exist for this station.
 MD1278
 MD1278.The dynamic height is computed by dividing the NAVD 88
 MD1278.geopotential number by the normal gravity value computed on the
 MD1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1278.degrees latitude (g = 980.6199 gals.).
 MD1278
 MD1278.The modeled gravity was interpolated from observed gravity values.
 MD1278
 MD1278;                    North         East    Units  Estimated Accuracy
 MD1278;SPC IN E     -   651,518.3      90,875.2     MT  (+/- 3 meters HH1 GPS) 
 MD1278
 MD1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0281752429(NAD 83)
 MD1278
 MD1278                          SUPERSEDED SURVEY CONTROL
 MD1278
 MD1278  NGVD 29 (??/??/92)  277.545  (m)          910.58   (f) ADJ UNCH    2 0
 MD1278
 MD1278.Superseded values are not recommended for survey control.
 MD1278
 MD1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1278.See file dsdata.pdf to determine how the superseded data were derived.
 MD1278
 MD1278_MARKER: DB = BENCH MARK DISK
 MD1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1278_STAMPING: W 134 1946
 MD1278_MARK LOGO: CGS
 MD1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1278+STABILITY: SURFACE MOTION
 MD1278
 MD1278  HISTORY     - Date     Condition        Report By
 MD1278  HISTORY     - 1946     MONUMENTED       CGS
 MD1278  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1278  HISTORY     - 20180201 MARK NOT FOUND   INDOT
 MD1278
 MD1278                          STATION DESCRIPTION
 MD1278
 MD1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1278'1.2 MI E FROM PACKERTON.
 MD1278'1.15 MILE EAST ALONG A PAVED ROAD FROM THE CROSS ROADS AT
 MD1278'PACKERTON, ABOUT 0.35 MILE EAST OF THE JUNCTION WITH A GRAVEL
 MD1278'ROAD LEADING NORTH, 145 FEET NORTHWEST OF THE NORTHWEST CORNER
 MD1278'OF AN IMMITATION BRICK HOUSE, ABOUT 23 FEET SOUTH OF THE CENTER
 MD1278'LINE OF THE ROAD, IN THE NORTHWEST CORNER OF A BARN YARD, 4 FEET
 MD1278'EAST OF A T FENCE CORNER POST, 4 FOOT SOUTH OF THE SOUTH
 MD1278'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 MD1278'OF A CONCRETE POST PROJECTING 6 INCHES.
 MD1278
 MD1278                          STATION RECOVERY (1990)
 MD1278
 MD1278'RECOVERY NOTE BY US POWER SQUADRON 1990 (MDF)
 MD1278'MARK NOT FOUND.
 MD1278
 MD1278                          STATION RECOVERY (2018)
 MD1278
 MD1278'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 MD1278'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1308 ***********************************************************************
 MD1308  DESIGNATION -  W 135 RESET
 MD1308  PID         -  MD1308
 MD1308  STATE/COUNTY-  IN/WHITLEY
 MD1308  COUNTRY     -  US
 MD1308  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1308
 MD1308                         *CURRENT SURVEY CONTROL
 MD1308  ______________________________________________________________________
 MD1308* NAD 83(1986) POSITION- 41 00 10.     (N) 085 35 21.     (W)   SCALED
 MD1308* NAVD 88 ORTHO HEIGHT -   262.90  (meters)      862.5   (feet) RESET
 MD1308  ______________________________________________________________________
 MD1308  GEOID HEIGHT    -        -33.742 (meters)                     GEOID18
 MD1308  VERT ORDER      -  THIRD
 MD1308
 MD1308.The horizontal coordinates were scaled from a map and have
 MD1308.an estimated accuracy of +/- 6 seconds.
 MD1308
 MD1308.The orthometric height was computed from unverified reset data.
 MD1308
 MD1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1308.GEOID18 height accuracy estimate available here.
 MD1308
 MD1308.Click photographs - Photos may exist for this station.
 MD1308
 MD1308;                    North         East    Units  Estimated Accuracy
 MD1308;SPC IN E     -   638,870.      106,520.      MT  (+/- 180 meters Scaled)
 MD1308
 MD1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL186400(NAD 83)
 MD1308
 MD1308                          SUPERSEDED SURVEY CONTROL
 MD1308
 MD1308.No superseded survey control is available for this station.
 MD1308
 MD1308_MARKER: DB = BENCH MARK DISK
 MD1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1308_STAMPING: W 135 1946 RESET 1966
 MD1308_MARK LOGO: CGS
 MD1308_PROJECTION: PROJECTING 13 CENTIMETERS
 MD1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1308+STABILITY: SURFACE MOTION
 MD1308
 MD1308  HISTORY     - Date     Condition        Report By
 MD1308  HISTORY     - 1966     MONUMENTED       CGS
 MD1308
 MD1308                          STATION DESCRIPTION
 MD1308
 MD1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1308'0.8 MI W FROM LUTHER.
 MD1308'THE MARK IS 1.9 MILES EAST OF THE INTERSECTION OF STATE ROUTES
 MD1308'105 AND 114, 0.8 MILE WEST ALONG STATE ROUTE 114 FROM THE
 MD1308'INTERSECTION OF STATE ROUTE 5 IN LUTHER, AND ABOUT 0.35 MILE
 MD1308'EAST OF THE JUNCTION OF A T-ROAD LEADING SOUTH.  IT IS 175 FEET
 MD1308'WEST OF THE SOUTHWEST CORNER OF A PORCH ON THE SOUTH SIDE OF A
 MD1308'LARGE, WHITE, FRAME HOUSE, 156 FEET WEST OF A 30-INCH LINDEN
 MD1308'TREE, 50 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 114,
 MD1308'AND 0.6 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 MD1308'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 MD1308'PROJECTS 5 INCHES AND THE DISK IS STAMPED W 135 1946 RESET 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1178 ***********************************************************************
 ME1178  DESIGNATION -  W 136
 ME1178  PID         -  ME1178
 ME1178  STATE/COUNTY-  IN/LAKE
 ME1178  COUNTRY     -  US
 ME1178  USGS QUAD   -  CROWN POINT (2019)
 ME1178
 ME1178                         *CURRENT SURVEY CONTROL
 ME1178  ______________________________________________________________________
 ME1178* NAD 83(1986) POSITION- 41 24 57.     (N) 087 21 38.     (W)   SCALED
 ME1178* NAVD 88 ORTHO HEIGHT -   224.038 (meters)      735.03  (feet) ADJUSTED
 ME1178  ______________________________________________________________________
 ME1178  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME1178  DYNAMIC HEIGHT  -        223.947 (meters)      734.73  (feet) COMP
 ME1178  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 ME1178
 ME1178  VERT ORDER      -  SECOND    CLASS 0
 ME1178
 ME1178.The horizontal coordinates were scaled from a map and have
 ME1178.an estimated accuracy of +/- 6 seconds.
 ME1178
 ME1178.The orthometric height was determined by differential leveling and
 ME1178.adjusted by the NATIONAL GEODETIC SURVEY
 ME1178.in June 1991.
 ME1178
 ME1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1178.GEOID18 height accuracy estimate available here.
 ME1178
 ME1178.Click photographs - Photos may exist for this station.
 ME1178
 ME1178.The dynamic height is computed by dividing the NAVD 88
 ME1178.geopotential number by the normal gravity value computed on the
 ME1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1178.degrees latitude (g = 980.6199 gals.).
 ME1178
 ME1178.The modeled gravity was interpolated from observed gravity values.
 ME1178
 ME1178;                    North         East    Units  Estimated Accuracy
 ME1178;SPC IN W     -   684,780.      876,820.      MT  (+/- 180 meters Scaled)
 ME1178
 ME1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL698849(NAD 83)
 ME1178
 ME1178                          SUPERSEDED SURVEY CONTROL
 ME1178
 ME1178  NGVD 29 (??/??/92)  224.126  (m)          735.32   (f) ADJ UNCH    2 0
 ME1178
 ME1178.Superseded values are not recommended for survey control.
 ME1178
 ME1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1178.See file dsdata.pdf to determine how the superseded data were derived.
 ME1178
 ME1178_MARKER: DB = BENCH MARK DISK
 ME1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1178_SP_SET: BUILDING
 ME1178_STAMPING: W 136 1946
 ME1178_MARK LOGO: CGS
 ME1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1178
 ME1178  HISTORY     - Date     Condition        Report By
 ME1178  HISTORY     - 1946     MONUMENTED       CGS
 ME1178  HISTORY     - 1968     GOOD             CGS
 ME1178  HISTORY     - 20170112 MARK NOT FOUND   INDOT
 ME1178
 ME1178                          STATION DESCRIPTION
 ME1178
 ME1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1178'AT CROWN POINT.
 ME1178'AT CROWN POINT, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 55 FROM
 ME1178'THE COURT HOUSE, ABOUT 0.1 MILE EAST OF THE POST OFFICE, AT THE
 ME1178'ST. MARYS SCHOOL, SET VERTICALLY IN THE NORTH FACE OF THE
 ME1178'NORTHWEST CORNER OF THE BUILDING, 1 FOOT EAST OF THE NORTHWEST
 ME1178'CORNER, AND ABOUT 2.5 FEET ABOVE THE GROUND.
 ME1178
 ME1178                          STATION RECOVERY (1968)
 ME1178
 ME1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1178'RECOVERED IN GOOD CONDITION.
 ME1178
 ME1178                          STATION RECOVERY (2017)
 ME1178
 ME1178'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME1178'THIS MARK HAS BEEN DESTROYED. SCHOOL BUILDING HAS BEEN DEMOLISHED AND
 ME1178'MOVED +/- 500 FEET SOUTH OF ORIGINAL SCHOOL BUILDING. PARKING LOT NOW
 ME1178'OCCUPIES SPOT WHERE ORIGINAL SCHOOL BUILDING STOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1224 ***********************************************************************
 ME1224  DESIGNATION -  W 137
 ME1224  PID         -  ME1224
 ME1224  STATE/COUNTY-  IN/LAKE
 ME1224  COUNTRY     -  US
 ME1224  USGS QUAD   -  SAINT JOHN (2019)
 ME1224
 ME1224                         *CURRENT SURVEY CONTROL
 ME1224  ______________________________________________________________________
 ME1224* NAD 83(1986) POSITION- 41 22 38.     (N) 087 27 10.     (W)   SCALED
 ME1224* NAVD 88 ORTHO HEIGHT -   227.440 (meters)      746.19  (feet) ADJUSTED
 ME1224  ______________________________________________________________________
 ME1224  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 ME1224  DYNAMIC HEIGHT  -        227.348 (meters)      745.89  (feet) COMP
 ME1224  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 ME1224
 ME1224  VERT ORDER      -  SECOND    CLASS 0
 ME1224
 ME1224.The horizontal coordinates were scaled from a map and have
 ME1224.an estimated accuracy of +/- 6 seconds.
 ME1224
 ME1224.The orthometric height was determined by differential leveling and
 ME1224.adjusted by the NATIONAL GEODETIC SURVEY
 ME1224.in June 1991.
 ME1224
 ME1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1224.GEOID18 height accuracy estimate available here.
 ME1224
 ME1224.Click photographs - Photos may exist for this station.
 ME1224
 ME1224.The dynamic height is computed by dividing the NAVD 88
 ME1224.geopotential number by the normal gravity value computed on the
 ME1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1224.degrees latitude (g = 980.6199 gals.).
 ME1224
 ME1224.The modeled gravity was interpolated from observed gravity values.
 ME1224
 ME1224;                    North         East    Units  Estimated Accuracy
 ME1224;SPC IN W     -   680,520.      869,100.      MT  (+/- 180 meters Scaled)
 ME1224
 ME1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621807(NAD 83)
 ME1224
 ME1224                          SUPERSEDED SURVEY CONTROL
 ME1224
 ME1224  NGVD 29 (??/??/92)  227.525  (m)          746.47   (f) ADJ UNCH    2 0
 ME1224
 ME1224.Superseded values are not recommended for survey control.
 ME1224
 ME1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1224.See file dsdata.pdf to determine how the superseded data were derived.
 ME1224
 ME1224_MARKER: DB = BENCH MARK DISK
 ME1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1224_STAMPING: W 137 1946
 ME1224_MARK LOGO: CGS
 ME1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1224+STABILITY: SURFACE MOTION
 ME1224
 ME1224  HISTORY     - Date     Condition        Report By
 ME1224  HISTORY     - 1946     MONUMENTED       CGS
 ME1224  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1224
 ME1224                          STATION DESCRIPTION
 ME1224
 ME1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1224'0.6 MI E FROM COOK.
 ME1224'ABOUT 0.55 MILE EAST ALONG THE COOK-CEDAR LAKE ROAD FROM THE NEW
 ME1224'YORK CENTRAL RAILROAD STATION AT COOK, AT THE ENTRANCE TO THE
 ME1224'CEDAR LAKE FLYING SERVICE AIR FIELD, 33.5 FEET SOUTHEAST OF THE
 ME1224'SOUTHEAST CORNER OF THE HANGER, 32 FEET NORTH OF THE CENTER LINE
 ME1224'OF THE ROAD, 32 FEET WEST OF THE CENTER LINE OF THE ENTRANCE TO
 ME1224'THE FIELD, 14 FEET WEST OF A CONCRETE SIDE WALK, 2 FEET EAST OF
 ME1224'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE SIDE WALK, AND
 ME1224'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1224
 ME1224                          STATION RECOVERY (2021)
 ME1224
 ME1224'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1224'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1265 ***********************************************************************
 ME1265  DESIGNATION -  W 138
 ME1265  PID         -  ME1265
 ME1265  STATE/COUNTY-  IN/LAKE
 ME1265  COUNTRY     -  US
 ME1265  USGS QUAD   -  LOWELL (2019)
 ME1265
 ME1265                         *CURRENT SURVEY CONTROL
 ME1265  ______________________________________________________________________
 ME1265* NAD 83(1986) POSITION- 41 17 28.9    (N) 087 25 05.6    (W)   HD_HELD2
 ME1265* NAVD 88 ORTHO HEIGHT -   209.262 (meters)      686.55  (feet) ADJUSTED
 ME1265  ______________________________________________________________________
 ME1265  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME1265  DYNAMIC HEIGHT  -        209.175 (meters)      686.27  (feet) COMP
 ME1265  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME1265
 ME1265  VERT ORDER      -  SECOND    CLASS 0
 ME1265
 ME1265.The horizontal coordinates were established by autonomous hand held GPS
 ME1265.observations and have an estimated accuracy of +/- 10 meters.
 ME1265
 ME1265.The orthometric height was determined by differential leveling and
 ME1265.adjusted by the NATIONAL GEODETIC SURVEY
 ME1265.in June 1991.
 ME1265
 ME1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1265.GEOID18 height accuracy estimate available here.
 ME1265
 ME1265.Click photographs - Photos may exist for this station.
 ME1265
 ME1265.The dynamic height is computed by dividing the NAVD 88
 ME1265.geopotential number by the normal gravity value computed on the
 ME1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1265.degrees latitude (g = 980.6199 gals.).
 ME1265
 ME1265.The modeled gravity was interpolated from observed gravity values.
 ME1265
 ME1265;                    North         East    Units  Estimated Accuracy
 ME1265;SPC IN W     -   670,969.      871,949.      MT  (+/- 10 meters HH2 GPS)
 ME1265
 ME1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6498271186(NAD 83)
 ME1265
 ME1265                          SUPERSEDED SURVEY CONTROL
 ME1265
 ME1265  NGVD 29 (??/??/92)  209.348  (m)          686.84   (f) ADJ UNCH    2 0
 ME1265
 ME1265.Superseded values are not recommended for survey control.
 ME1265
 ME1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1265.See file dsdata.pdf to determine how the superseded data were derived.
 ME1265
 ME1265_MARKER: DB = BENCH MARK DISK
 ME1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1265_SP_SET: WINDOW SILL
 ME1265_STAMPING: W 138 1946
 ME1265_MARK LOGO: CGS
 ME1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1265+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2021
 ME1265
 ME1265  HISTORY     - Date     Condition        Report By
 ME1265  HISTORY     - 1946     MONUMENTED       CGS
 ME1265  HISTORY     - 20060829 GOOD             GEOCAC
 ME1265  HISTORY     - 20210212 GOOD             IN-089
 ME1265
 ME1265                          STATION DESCRIPTION
 ME1265
 ME1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1265'AT LOWELL.
 ME1265'AT LOWELL, ALONG STATE HIGHWAY 2, SET VERTICALLY IN THE CENTER
 ME1265'OF THE BOTTOM LIMESTONE WINDOW SILL OF THE FIRST WINDOW SOUTH
 ME1265'OF THE NORTHEAST CORNER OF THE METHODIST CHURCH, 5.5 FEET SOUTH
 ME1265'OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 1 FOOT ABOVE
 ME1265'THE GROUND, AND SET VERTICALLY IN A DRILL HOLE.
 ME1265
 ME1265                          STATION RECOVERY (2006)
 ME1265
 ME1265'RECOVERY NOTE BY GEOCACHING 2006 (TK)
 ME1265'NORTHEAST CORNER OF CHURCH WAS ADDED TO. MARK IS NOW 7 FEET FROM
 ME1265'NORTHEAST CORNER.
 ME1265
 ME1265                          STATION RECOVERY (2021)
 ME1265
 ME1265'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1059 ***********************************************************************
 ME1059  DESIGNATION -  W 139
 ME1059  PID         -  ME1059
 ME1059  STATE/COUNTY-  IN/LAKE
 ME1059  COUNTRY     -  US
 ME1059  USGS QUAD   -  PORTAGE (2019)
 ME1059
 ME1059                         *CURRENT SURVEY CONTROL
 ME1059  ______________________________________________________________________
 ME1059* NAD 83(1986) POSITION- 41 30 39.     (N) 087 14 22.     (W)   SCALED
 ME1059* NAVD 88 ORTHO HEIGHT -   193.022 (meters)      633.27  (feet) ADJUSTED
 ME1059  ______________________________________________________________________
 ME1059  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 ME1059  DYNAMIC HEIGHT  -        192.947 (meters)      633.03  (feet) COMP
 ME1059  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 ME1059
 ME1059  VERT ORDER      -  SECOND    CLASS 0
 ME1059
 ME1059.The horizontal coordinates were scaled from a map and have
 ME1059.an estimated accuracy of +/- 6 seconds.
 ME1059
 ME1059.The orthometric height was determined by differential leveling and
 ME1059.adjusted by the NATIONAL GEODETIC SURVEY
 ME1059.in June 1991.
 ME1059
 ME1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1059.GEOID18 height accuracy estimate available here.
 ME1059
 ME1059.Click photographs - Photos may exist for this station.
 ME1059
 ME1059.The dynamic height is computed by dividing the NAVD 88
 ME1059.geopotential number by the normal gravity value computed on the
 ME1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1059.degrees latitude (g = 980.6199 gals.).
 ME1059
 ME1059.The modeled gravity was interpolated from observed gravity values.
 ME1059
 ME1059;                    North         East    Units  Estimated Accuracy
 ME1059;SPC IN W     -   695,300.      886,970.      MT  (+/- 180 meters Scaled)
 ME1059
 ME1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800954(NAD 83)
 ME1059
 ME1059                          SUPERSEDED SURVEY CONTROL
 ME1059
 ME1059  NGVD 29 (??/??/92)  193.113  (m)          633.57   (f) ADJ UNCH    2 0
 ME1059
 ME1059.Superseded values are not recommended for survey control.
 ME1059
 ME1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1059.See file dsdata.pdf to determine how the superseded data were derived.
 ME1059
 ME1059_MARKER: DB = BENCH MARK DISK
 ME1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1059_STAMPING: W 139 1946
 ME1059_MARK LOGO: CGS
 ME1059_PROJECTION: PROJECTING 23 CENTIMETERS
 ME1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1059+STABILITY: SURFACE MOTION
 ME1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1059+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2021
 ME1059
 ME1059  HISTORY     - Date     Condition        Report By
 ME1059  HISTORY     - 1946     MONUMENTED       CGS
 ME1059  HISTORY     - 19920902 GOOD             NGS
 ME1059  HISTORY     - 20210312 GOOD             INDOT
 ME1059
 ME1059                          STATION DESCRIPTION
 ME1059
 ME1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1059'3.6 MI SE FROM HOBART.
 ME1059'ABOUT 1.55 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME1059'THE STATION AT HOBART, THENCE ABOUT 0.25 MILE SOUTH ALONG THE
 ME1059'LAKE-PORTER COUNTY LINE ROAD, THENCE ABOUT 1.0 MILE WEST, THENCE
 ME1059'ABOUT 0.75 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO PALMER,
 ME1059'AT GEORGE KUSSS FARM, 97 FEET NORTHEAST OF THE NORTHEAST CORNER
 ME1059'OF THE HOUSE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 30
 ME1059'FEET SOUTH OF THE SOUTH GATE POST OF THE GATE LEADING TO THE
 ME1059'HOUSE, 37 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 22 FEET
 ME1059'NORTH OF AN 8 INCH WALNUT TREE, 1 FOOT WEST OF THE FENCE, ABOUT
 ME1059'1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ME1059'PROJECTING ABOUT 6 INCHES.
 ME1059
 ME1059                          STATION RECOVERY (1992)
 ME1059
 ME1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1059'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME1059'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME1059'THENCE 3.0 KM (1.85 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME1059'THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG COUNTY LINE ROAD, THENCE 1.7
 ME1059'KM (1.05 MI) WESTERLY ALONG 10TH STREET, THENCE 1.2 M (3.9 FT)
 ME1059'SOUTHERLY ALONG HOBART ROAD, 29.6 M (97.1 FT) NORTHEAST OF THE
 ME1059'NORTHEAST CORNER OF A HOUSE AT 1560 HOBART ROAD, 11.9 M (39.0 FT)
 ME1059'SOUTH OF THE CENTER OF A DRIVEWAY, 8.0 M (26.2 FT) WEST OF AND LEVEL
 ME1059'WITH THE ROAD CENTERLINE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 ME1059'ABOVE THE GROUND SURFACE.
 ME1059
 ME1059                          STATION RECOVERY (2021)
 ME1059
 ME1059'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0676 ***********************************************************************
 MD0676  DESIGNATION -  W 14
 MD0676  PID         -  MD0676
 MD0676  STATE/COUNTY-  IN/WHITLEY
 MD0676  COUNTRY     -  US
 MD0676  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0676
 MD0676                         *CURRENT SURVEY CONTROL
 MD0676  ______________________________________________________________________
 MD0676* NAD 83(1986) POSITION- 41 08 54.     (N) 085 28 52.     (W)   SCALED
 MD0676* NAVD 88 ORTHO HEIGHT -   257.606 (meters)      845.16  (feet) ADJUSTED
 MD0676  ______________________________________________________________________
 MD0676  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 MD0676  DYNAMIC HEIGHT  -        257.507 (meters)      844.84  (feet) COMP
 MD0676  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 MD0676
 MD0676  VERT ORDER      -  FIRST     CLASS II
 MD0676
 MD0676.The horizontal coordinates were scaled from a map and have
 MD0676.an estimated accuracy of +/- 6 seconds.
 MD0676
 MD0676.The orthometric height was determined by differential leveling and
 MD0676.adjusted by the NATIONAL GEODETIC SURVEY
 MD0676.in June 1991.
 MD0676
 MD0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0676.GEOID18 height accuracy estimate available here.
 MD0676
 MD0676.Click photographs - Photos may exist for this station.
 MD0676
 MD0676.The dynamic height is computed by dividing the NAVD 88
 MD0676.geopotential number by the normal gravity value computed on the
 MD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0676.degrees latitude (g = 980.6199 gals.).
 MD0676
 MD0676.The modeled gravity was interpolated from observed gravity values.
 MD0676
 MD0676;                    North         East    Units  Estimated Accuracy
 MD0676;SPC IN E     -   655,050.      115,580.      MT  (+/- 180 meters Scaled)
 MD0676
 MD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL274563(NAD 83)
 MD0676
 MD0676                          SUPERSEDED SURVEY CONTROL
 MD0676
 MD0676  NGVD 29 (01/19/93)  257.760  (m)          845.67   (f) ADJUSTED    1 2
 MD0676  NGVD 29 (??/??/92)  257.760  (m)          845.67   (f) SUPERSEDED  1 2
 MD0676
 MD0676.Superseded values are not recommended for survey control.
 MD0676
 MD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0676.See file dsdata.pdf to determine how the superseded data were derived.
 MD0676
 MD0676_MARKER: DB = BENCH MARK DISK
 MD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0676_STAMPING: W 14 1930 845.717
 MD0676_MARK LOGO: CGS
 MD0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0676+STABILITY: SURFACE MOTION
 MD0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0676+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0676
 MD0676  HISTORY     - Date     Condition        Report By
 MD0676  HISTORY     - 1930     MONUMENTED       CGS
 MD0676  HISTORY     - 1968     GOOD             CGS
 MD0676  HISTORY     - 1969     GOOD             CGS
 MD0676  HISTORY     - 19921009 GOOD             NGS
 MD0676
 MD0676                          STATION DESCRIPTION
 MD0676
 MD0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0676'AT COLUMBIA CITY.
 MD0676'AT COLUMBIA CITY, ABOUT 0.35 MILE SOUTHEAST ALONG THE PENN
 MD0676'CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 9, 9 1/2
 MD0676'RAILS SOUTHEAST OF THE CENTER OF THE CROSSING OF OHIO STREET,
 MD0676'59 1/2 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30
 MD0676'(BUSINESS ROUTE), ABOUT 0.35 MILE NORTHWEST OF MILEPOST 338,
 MD0676'93 1/2 FEET NORTHWEST OF A 6 INCH POLE SUPPORTING A DAIRY QUEEN
 MD0676'SIGN, 33.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND
 MD0676'TRACK, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 MD0676'WITH THE TRACK, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 MD0676'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 MD0676'OF THE GROUND.  SEC 11, T 31 N, R 9 E.
 MD0676
 MD0676                          STATION RECOVERY (1969)
 MD0676
 MD0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0676'RECOVERED IN GOOD CONDITION.
 MD0676
 MD0676                          STATION RECOVERY (1992)
 MD0676
 MD0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0676'0.5 KM (0.30 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0676'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 117.7 M (386.2 FT)
 MD0676'SOUTHEAST OF THE CENTER OF OHIO STREET, 38.9 M (127.6 FT)
 MD0676'WEST-NORTHWEST OF A UTILITY LIGHT POLE, 17.7 M (58.1 FT) SOUTHWEST OF
 MD0676'THE CENTERLINE OF CHICAGO STREET, 14.1 M (46.3 FT) NORTHEAST OF THE
 MD0676'NEAR RAIL, 5.7 M (18.7 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0
 MD0676'FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH THE
 MD0676'GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND ALL THAT
 MD0676'REMAINS OF THE ORIGINAL STAMPING IS W 14 1930 717.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1243 ***********************************************************************
 ME1243  DESIGNATION -  W 140
 ME1243  PID         -  ME1243
 ME1243  STATE/COUNTY-  IN/PORTER
 ME1243  COUNTRY     -  US
 ME1243  USGS QUAD   -  PALMER (2019)
 ME1243
 ME1243                         *CURRENT SURVEY CONTROL
 ME1243  ______________________________________________________________________
 ME1243* NAD 83(1986) POSITION- 41 24 14.27   (N) 087 08 52.94   (W)   HD_HELD1
 ME1243* NAVD 88 ORTHO HEIGHT -   229.368 (meters)      752.52  (feet) ADJUSTED
 ME1243  ______________________________________________________________________
 ME1243  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 ME1243  DYNAMIC HEIGHT  -        229.275 (meters)      752.21  (feet) COMP
 ME1243  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 ME1243
 ME1243  VERT ORDER      -  SECOND    CLASS 0
 ME1243
 ME1243.The horizontal coordinates were determined by differentially corrected
 ME1243.hand held GPS observations or other comparable positioning techniques
 ME1243.and have an estimated accuracy of +/- 3 meters.
 ME1243
 ME1243.The orthometric height was determined by differential leveling and
 ME1243.adjusted by the NATIONAL GEODETIC SURVEY
 ME1243.in June 1991.
 ME1243
 ME1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1243.GEOID18 height accuracy estimate available here.
 ME1243
 ME1243.Click photographs - Photos may exist for this station.
 ME1243
 ME1243.The dynamic height is computed by dividing the NAVD 88
 ME1243.geopotential number by the normal gravity value computed on the
 ME1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1243.degrees latitude (g = 980.6199 gals.).
 ME1243
 ME1243.The modeled gravity was interpolated from observed gravity values.
 ME1243
 ME1243;                    North         East    Units  Estimated Accuracy
 ME1243;SPC IN W     -   683,422.1     894,589.5     MT  (+/- 3 meters HH1 GPS) 
 ME1243
 ME1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8762683613(NAD 83)
 ME1243
 ME1243                          SUPERSEDED SURVEY CONTROL
 ME1243
 ME1243  NGVD 29 (??/??/92)  229.459  (m)          752.82   (f) ADJ UNCH    2 0
 ME1243
 ME1243.Superseded values are not recommended for survey control.
 ME1243
 ME1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1243.See file dsdata.pdf to determine how the superseded data were derived.
 ME1243
 ME1243_MARKER: DB = BENCH MARK DISK
 ME1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1243_STAMPING: W 140 1946
 ME1243_MARK LOGO: CGS
 ME1243_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1243+STABILITY: SURFACE MOTION
 ME1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1243+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2023
 ME1243
 ME1243  HISTORY     - Date     Condition        Report By
 ME1243  HISTORY     - 1946     MONUMENTED       CGS
 ME1243  HISTORY     - 1968     GOOD             CGS
 ME1243  HISTORY     - 1978     GOOD             LOCSUR
 ME1243  HISTORY     - 20150331 GOOD             INDOT
 ME1243  HISTORY     - 20230123 GOOD             IN-127
 ME1243
 ME1243                          STATION DESCRIPTION
 ME1243
 ME1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1243'5.5 MI NE FROM PALMER.
 ME1243'ABOUT 0.3 MILE SOUTH, THENCE ABOUT 2.15 MILES EAST ALONG A
 ME1243'PAVED ROAD FROM THE PALMER SCHOOL AT PALMER, THENCE ABOUT 3.05
 ME1243'MILES NORTHEAST ALONG STATE HIGHWAY 2, ABOUT 0.8 MILE SOUTHWEST
 ME1243'OF THE CHESAPEAKE AND OHIO RAILROAD CROSSING, AT THE JUNCTION
 ME1243'OF A T ROAD SOUTHEAST, 61 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 ME1243'FROM POWER POLE NO. 454, 39 FEET NORTHEAST OF THE CENTER LINE
 ME1243'OF THE T ROAD, 5 FEET NORTHEAST OF A FENCE CORNER POST, 1 FOOT
 ME1243'NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 ME1243'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  THIS MARK
 ME1243'MAY BE REACHED FROM THE COURT HOUSE AT VALPARAISO BY GOING
 ME1243'ABOUT 6.55 MILES SOUTHWEST ALONG STATE HIGHWAY 2.
 ME1243
 ME1243                          STATION RECOVERY (1968)
 ME1243
 ME1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1243'RECOVERED IN GOOD CONDITION.
 ME1243
 ME1243                          STATION RECOVERY (1978)
 ME1243
 ME1243'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1243'FOUND AS DESC. IN GOOD CONDITION T-ROAD IS A DRIVEWAY
 ME1243
 ME1243                          STATION RECOVERY (2015)
 ME1243
 ME1243'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 ME1243'TOP OF CONCRETE MONUMENT HAS BEEN CHIPPED AWAY. BENCH DISK IS STABLE,
 ME1243'NUMBERS HARD TO READ
 ME1243
 ME1243                          STATION RECOVERY (2023)
 ME1243
 ME1243'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1243'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 500 WEST AND STATE
 ME1243'HIGHWAY 2 NEAR BOONE GROVE HIGH SCHOOL, GO NORTHEAST ALONG STATE
 ME1243'HIGHWAY 2 FOR 0.8 MI (1.3 KM) TO GRAVEL DRIVE TO SOUTH FOR RESIDENCE
 ME1243'AT 227 S. SR 2 AND STATION IS ON THE RIGHT AT TOP OF BANK OF ROAD
 ME1243'DITCH, 29.0 FT (8.8 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 40.0 FT
 ME1243'(12.2 M) NORTHEAST OF GRAVEL DRIVE, 59.6 FT (18.2 M) SOUTHEAST AND
 ME1243'ACROSS THE HIGHWAY FROM POWER POLE NUMBER 14903, 32.4 FT (9.9 M) NORTH
 ME1243'OF 36 INCH (0.9 M) OAK TREE.
 ME1243'
 ME1243'STATION IS SET IN THE TOP OF CONCRETE MONUMENT PROJECTING 4 INCHES (10
 ME1243'CM) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0613 ***********************************************************************
 ME0613  DESIGNATION -  W 141
 ME0613  PID         -  ME0613
 ME0613  STATE/COUNTY-  IN/LA PORTE
 ME0613  COUNTRY     -  US
 ME0613  USGS QUAD   -  LA CROSSE (2019)
 ME0613
 ME0613                         *CURRENT SURVEY CONTROL
 ME0613  ______________________________________________________________________
 ME0613* NAD 83(1986) POSITION- 41 19 02.80   (N) 086 54 39.06   (W)   HD_HELD1
 ME0613* NAVD 88 ORTHO HEIGHT -   206.709 (meters)      678.18  (feet) ADJUSTED
 ME0613  ______________________________________________________________________
 ME0613  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME0613  DYNAMIC HEIGHT  -        206.623 (meters)      677.90  (feet) COMP
 ME0613  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 ME0613
 ME0613  VERT ORDER      -  SECOND    CLASS 0
 ME0613
 ME0613.The horizontal coordinates were determined by differentially corrected
 ME0613.hand held GPS observations or other comparable positioning techniques
 ME0613.and have an estimated accuracy of +/- 3 meters.
 ME0613
 ME0613.The orthometric height was determined by differential leveling and
 ME0613.adjusted by the NATIONAL GEODETIC SURVEY
 ME0613.in June 1991.
 ME0613
 ME0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0613.GEOID18 height accuracy estimate available here.
 ME0613
 ME0613.Click photographs - Photos may exist for this station.
 ME0613
 ME0613.The dynamic height is computed by dividing the NAVD 88
 ME0613.geopotential number by the normal gravity value computed on the
 ME0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0613.degrees latitude (g = 980.6199 gals.).
 ME0613
 ME0613.The modeled gravity was interpolated from observed gravity values.
 ME0613
 ME0613;                    North         East    Units  Estimated Accuracy
 ME0613;SPC IN W     -   673,825.8     914,441.6     MT  (+/- 3 meters HH1 GPS) 
 ME0613
 ME0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0746174001(NAD 83)
 ME0613
 ME0613                          SUPERSEDED SURVEY CONTROL
 ME0613
 ME0613  NGVD 29 (??/??/92)  206.808  (m)          678.50   (f) ADJ UNCH    2 0
 ME0613
 ME0613.Superseded values are not recommended for survey control.
 ME0613
 ME0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0613.See file dsdata.pdf to determine how the superseded data were derived.
 ME0613
 ME0613_MARKER: DB = BENCH MARK DISK
 ME0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0613_STAMPING: W 141 1946
 ME0613_MARK LOGO: CGS
 ME0613_PROJECTION: PROJECTING
 ME0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0613+STABILITY: SURFACE MOTION
 ME0613
 ME0613  HISTORY     - Date     Condition        Report By
 ME0613  HISTORY     - 1946     MONUMENTED       CGS
 ME0613  HISTORY     - 1988     GOOD             USPSQD
 ME0613  HISTORY     - 20071103 GOOD             GEOCAC
 ME0613
 ME0613                          STATION DESCRIPTION
 ME0613
 ME0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0613'1 MI W FROM LA CROSSE.
 ME0613'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0613'WITH STATE HIGHWAY 43 IN LA CROSSE, SET IN THE SOUTHEAST CORNER
 ME0613'OF A CULTIVATED FIELD AND THE NORTHWEST QUARTER OF THE
 ME0613'INTERSECTION WITH A NORTH-SOUTH CROSS ROAD, 34 FEET NORTH AND
 ME0613'ABOUT 1 1/2 FEET BELOW THE CENTER OF THE HIGHWAY, 26 FEET WEST
 ME0613'OF THE CENTER OF THE CROSS ROAD, 11 FEET NORTHWEST OF THE NORTH
 ME0613'END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 2.5 FEET WEST
 ME0613'OF A 14-INCH IRON PIPE FENCE CORNER POST, 1 FOOT NORTH OF THE
 ME0613'RIGHT OF WAY FENCE LINE, AND 1.5 FEET NORTH OF A WHITE WOODEN
 ME0613'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 ME0613'PROJECTING ABOUT 6-INCHES.
 ME0613
 ME0613                          STATION RECOVERY (1988)
 ME0613
 ME0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0613'RECOVERED IN GOOD CONDITION.
 ME0613
 ME0613                          STATION RECOVERY (2007)
 ME0613
 ME0613'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0596 ***********************************************************************
 ME0596  DESIGNATION -  W 142
 ME0596  PID         -  ME0596
 ME0596  STATE/COUNTY-  IN/STARKE
 ME0596  COUNTRY     -  US
 ME0596  USGS QUAD   -  SAN PIERRE (2019)
 ME0596
 ME0596                         *CURRENT SURVEY CONTROL
 ME0596  ______________________________________________________________________
 ME0596* NAD 83(1986) POSITION- 41 14 12.     (N) 086 53 26.     (W)   SCALED
 ME0596* NAVD 88 ORTHO HEIGHT -   203.740 (meters)      668.44  (feet) ADJUSTED
 ME0596  ______________________________________________________________________
 ME0596  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 ME0596  DYNAMIC HEIGHT  -        203.653 (meters)      668.15  (feet) COMP
 ME0596  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 ME0596
 ME0596  VERT ORDER      -  SECOND    CLASS 0
 ME0596
 ME0596.The horizontal coordinates were scaled from a map and have
 ME0596.an estimated accuracy of +/- 6 seconds.
 ME0596
 ME0596.The orthometric height was determined by differential leveling and
 ME0596.adjusted by the NATIONAL GEODETIC SURVEY
 ME0596.in June 1991.
 ME0596
 ME0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0596.GEOID18 height accuracy estimate available here.
 ME0596
 ME0596.Click photographs - Photos may exist for this station.
 ME0596
 ME0596.The dynamic height is computed by dividing the NAVD 88
 ME0596.geopotential number by the normal gravity value computed on the
 ME0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0596.degrees latitude (g = 980.6199 gals.).
 ME0596
 ME0596.The modeled gravity was interpolated from observed gravity values.
 ME0596
 ME0596;                    North         East    Units  Estimated Accuracy
 ME0596;SPC IN W     -   664,860.      916,160.      MT  (+/- 180 meters Scaled)
 ME0596
 ME0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091650(NAD 83)
 ME0596
 ME0596                          SUPERSEDED SURVEY CONTROL
 ME0596
 ME0596  NGVD 29 (??/??/92)  203.827  (m)          668.72   (f) ADJ UNCH    2 0
 ME0596
 ME0596.Superseded values are not recommended for survey control.
 ME0596
 ME0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0596.See file dsdata.pdf to determine how the superseded data were derived.
 ME0596
 ME0596_MARKER: DB = BENCH MARK DISK
 ME0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0596_STAMPING: W 142 1946
 ME0596_MARK LOGO: CGS
 ME0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0596+STABILITY: SURFACE MOTION
 ME0596
 ME0596  HISTORY     - Date     Condition        Report By
 ME0596  HISTORY     - 1946     MONUMENTED       CGS
 ME0596  HISTORY     - 20171113 MARK NOT FOUND   INDOT
 ME0596
 ME0596                          STATION DESCRIPTION
 ME0596
 ME0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0596'2.8 MI N FROM SAN PIERRE.
 ME0596'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE RAILROAD
 ME0596'STATION AT SAN PIERRE, 0.15 MILE NORTH OF A TWO STORY WHITE
 ME0596'HOUSE ON THE EAST SIDE OF THE HIGHWAY, IN LINE WITH THE EXTENDED
 ME0596'CENTER LINE OF A DRIVEWAY LEADING WEST FROM THE HIGHWAY, 66
 ME0596'FEET NORTH AND ACROSS A DRAINAGE DITCH FROM POWER POLE NUMBER
 ME0596'411/473, 30 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF THE
 ME0596'HIGHWAY, 32 FEET SOUTH-SOUTHEAST OF THE EAST END OF AN 18-INCH
 ME0596'PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT WEST OF THE EAST RIGHT
 ME0596'OF WAY FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 ME0596'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0596'ABOUT 6-INCHES.
 ME0596
 ME0596                          STATION RECOVERY (2017)
 ME0596
 ME0596'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0596'A NEW FARM FIELD ENTRANCE HAS BEEN PUT ON EAST SIDE OF ROAD AT THIS
 ME0596'LOCATION ALONG WITH A NEW PIPE AND MOST LIKELY BENCH MARK HAS BEEN
 ME0596'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0376 ***********************************************************************
 ME0376  DESIGNATION -  W 144
 ME0376  PID         -  ME0376
 ME0376  STATE/COUNTY-  IN/MARSHALL
 ME0376  COUNTRY     -  US
 ME0376  USGS QUAD   -  ARGOS (2019)
 ME0376
 ME0376                         *CURRENT SURVEY CONTROL
 ME0376  ______________________________________________________________________
 ME0376* NAD 83(1986) POSITION- 41 13 05.     (N) 086 14 10.     (W)   SCALED
 ME0376* NAVD 88 ORTHO HEIGHT -   255.963 (meters)      839.77  (feet) ADJUSTED
 ME0376  ______________________________________________________________________
 ME0376  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 ME0376  DYNAMIC HEIGHT  -        255.853 (meters)      839.41  (feet) COMP
 ME0376  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 ME0376
 ME0376  VERT ORDER      -  SECOND    CLASS 0
 ME0376
 ME0376.The horizontal coordinates were scaled from a map and have
 ME0376.an estimated accuracy of +/- 6 seconds.
 ME0376
 ME0376.The orthometric height was determined by differential leveling and
 ME0376.adjusted by the NATIONAL GEODETIC SURVEY
 ME0376.in June 1991.
 ME0376
 ME0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0376.GEOID18 height accuracy estimate available here.
 ME0376
 ME0376.Click photographs - Photos may exist for this station.
 ME0376
 ME0376.The dynamic height is computed by dividing the NAVD 88
 ME0376.geopotential number by the normal gravity value computed on the
 ME0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0376.degrees latitude (g = 980.6199 gals.).
 ME0376
 ME0376.The modeled gravity was interpolated from observed gravity values.
 ME0376
 ME0376;                    North         East    Units  Estimated Accuracy
 ME0376;SPC IN E     -   662,930.       52,250.      MT  (+/- 180 meters Scaled)
 ME0376
 ME0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL640632(NAD 83)
 ME0376
 ME0376                          SUPERSEDED SURVEY CONTROL
 ME0376
 ME0376  NGVD 29 (??/??/92)  256.080  (m)          840.16   (f) ADJ UNCH    2 0
 ME0376
 ME0376.Superseded values are not recommended for survey control.
 ME0376
 ME0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0376.See file dsdata.pdf to determine how the superseded data were derived.
 ME0376
 ME0376_MARKER: DB = BENCH MARK DISK
 ME0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0376_STAMPING: W 144 1946
 ME0376_MARK LOGO: CGS
 ME0376_PROJECTION: PROJECTING 10 CENTIMETERS
 ME0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0376+STABILITY: SURFACE MOTION
 ME0376
 ME0376  HISTORY     - Date     Condition        Report By
 ME0376  HISTORY     - 1946     MONUMENTED       CGS
 ME0376  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0376  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0376
 ME0376                          STATION DESCRIPTION
 ME0376
 ME0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0376'1.2 MI S FROM ARGOS.
 ME0376'ABOUT 1.25 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0376'BUILDING AT ARGOS, ABOUT 0.3 MILE NORTH OF A CROSS ROAD, AT THE
 ME0376'DRIVEWAY LEADING SOUTHWEST TO A TWO-STORY WHITE FARM HOUSE ABOUT
 ME0376'100 YARDS FROM THE HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE
 ME0376'OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ME0376'DRIVEWAY, 18 FEET SOUTHEAST OF A 36-INCH CATALPA TREE USED AS
 ME0376'A FENCE CORNER, 14 FEET NORTHWEST OF A 24-INCH CATALPA TREE,
 ME0376'37 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF THE
 ME0376'SOUTHWEST RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 ME0376'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 ME0376'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0376
 ME0376                          STATION RECOVERY (1984)
 ME0376
 ME0376'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0376'MARK NOT FOUND.
 ME0376
 ME0376                          STATION RECOVERY (1988)
 ME0376
 ME0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0338 ***********************************************************************
 ME0338  DESIGNATION -  W 145
 ME0338  PID         -  ME0338
 ME0338  STATE/COUNTY-  IN/KOSCIUSKO
 ME0338  COUNTRY     -  US
 ME0338  USGS QUAD   -  MENTONE (2019)
 ME0338
 ME0338                         *CURRENT SURVEY CONTROL
 ME0338  ______________________________________________________________________
 ME0338* NAD 83(2011) POSITION- 41 10 23.68599(N) 086 03 15.07235(W)   ADJUSTED
 ME0338* NAD 83(2011) ELLIP HT-   213.856 (meters)        (09/21/23)   ADJUSTED
 ME0338* NAD 83(2011) EPOCH   -  2010.00
 ME0338* NAVD 88 ORTHO HEIGHT -   247.560 (meters)      812.20  (feet) ADJUSTED
 ME0338  ______________________________________________________________________
 ME0338  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME0338  NAD 83(2011) X  -    330,860.346 (meters)                     COMP
 ME0338  NAD 83(2011) Y  - -4,796,710.258 (meters)                     COMP
 ME0338  NAD 83(2011) Z  -  4,177,065.457 (meters)                     COMP
 ME0338  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 ME0338  DYNAMIC HEIGHT  -        247.454 (meters)      811.86  (feet) COMP
 ME0338  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 ME0338
 ME0338  VERT ORDER      -  SECOND    CLASS 0
 ME0338
 ME0338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0338  Standards:
 ME0338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0338  -------------------------------------------------------------------
 ME0338  NETWORK    0.42   2.35           0.18   0.16   1.20     -0.02505657
 ME0338  -------------------------------------------------------------------
 ME0338  Click here for local accuracies and other accuracy information.
 ME0338
 ME0338.The horizontal coordinates were established by GPS observations
 ME0338.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 ME0338
 ME0338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0338.been affixed to the stable North American tectonic plate. See 
 ME0338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0338
 ME0338.The horizontal coordinates are valid at the epoch date displayed above
 ME0338.which is a decimal equivalence of Year/Month/Day.
 ME0338
 ME0338.The orthometric height was determined by differential leveling and
 ME0338.adjusted by the NATIONAL GEODETIC SURVEY
 ME0338.in June 1991.
 ME0338
 ME0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0338.GEOID18 height accuracy estimate available here.
 ME0338
 ME0338.Click photographs - Photos may exist for this station.
 ME0338
 ME0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0338
 ME0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0338
 ME0338.The ellipsoidal height was determined by GPS observations
 ME0338.and is referenced to NAD 83.
 ME0338
 ME0338.The dynamic height is computed by dividing the NAVD 88
 ME0338.geopotential number by the normal gravity value computed on the
 ME0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0338.degrees latitude (g = 980.6199 gals.).
 ME0338
 ME0338.The modeled gravity was interpolated from observed gravity values.
 ME0338
 ME0338. The following values were computed from the NAD 83(2011) position.
 ME0338
 ME0338;                    North         East     Units Scale Factor Converg.
 ME0338;SPC IN E     -   657,869.898    67,482.496   MT  0.99997968   -0 15 18.4
 ME0338;SPC IN E     - 2,158,361.49    221,398.82   sFT  0.99997968   -0 15 18.4
 ME0338;UTM  16      - 4,558,420.429   579,336.183   MT  0.99967746   +0 37 21.7
 ME0338
 ME0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0338!SPC IN E     -   0.99996646  x   0.99997968  =   0.99994614
 ME0338!UTM  16      -   0.99996646  x   0.99967746  =   0.99964393
 ME0338
 ME0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7933658420(NAD 83)
 ME0338
 ME0338                          SUPERSEDED SURVEY CONTROL
 ME0338
 ME0338  NGVD 29 (??/??/92)  247.686  (m)          812.62   (f) ADJ UNCH    2 0
 ME0338
 ME0338.Superseded values are not recommended for survey control.
 ME0338
 ME0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0338.See file dsdata.pdf to determine how the superseded data were derived.
 ME0338
 ME0338_MARKER: DB = BENCH MARK DISK
 ME0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0338_STAMPING: W 145 1946
 ME0338_MARK LOGO: CGS
 ME0338_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0338+STABILITY: SURFACE MOTION
 ME0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0338+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 ME0338
 ME0338  HISTORY     - Date     Condition        Report By
 ME0338  HISTORY     - 1946     MONUMENTED       CGS
 ME0338  HISTORY     - 1984     GOOD             USPSQD
 ME0338  HISTORY     - 19960711 GOOD             USPSQD
 ME0338  HISTORY     - 20180322 GOOD             INDOT
 ME0338  HISTORY     - 20210301 GOOD             INDOT
 ME0338
 ME0338                          STATION DESCRIPTION
 ME0338
 ME0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0338'1 MI W FROM MENTONE.
 ME0338'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST CHURCH
 ME0338'BUILDING AT MENTONE, AT THE KOSCIUSKO-MARSHALL COUNTY LINE, 22
 ME0338'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE ON THE
 ME0338'NORTH SIDE OF THE HIGHWAY, 59 FEET NORTH AND ACROSS THE HIGHWAY
 ME0338'FROM THE COUNTY LINE SIGN, 38 FEET NORTH OF THE CENTER LINE OF
 ME0338'THE HIGHWAY, 28 FEET NORTHEAST OF A 36-INCH TREE IN THE YARDS,
 ME0338'4.5 FEET EAST OF A CORNER FENCE POST, 11.5 FEET WEST OF A
 ME0338'TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2
 ME0338'FEET ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 ME0338'PROJECTING ABOUT 6 INCHES.
 ME0338
 ME0338                          STATION RECOVERY (1984)
 ME0338
 ME0338'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0338'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST CHURCH
 ME0338'BUILDING IN MENTONE, AT THE KUSCIUSKO-MARSHALL COUNTY LINE. 22 FEET
 ME0338'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE ON THE NORTH SIDE
 ME0338'OF THE HIGHWAY, ABOUT 4 YARDS NORTH OF THE COUNTY LINE SIGN, 38 FEET
 ME0338'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET EAST OF A CORNER
 ME0338'FENCE POST, 13 FEET WEST OF A TELEPHONE BURIED CABLE TERMINAL ,3 FEET
 ME0338'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST, 8 FEET NORTH OF A
 ME0338'CULVERT HEADWALL, 2 FEET ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A
 ME0338'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0338
 ME0338                          STATION RECOVERY (1996)
 ME0338
 ME0338'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME0338'RECOVERED IN GOOD CONDITION.
 ME0338
 ME0338                          STATION RECOVERY (2018)
 ME0338
 ME0338'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (MAS)
 ME0338'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTHWEST OF ATWOOD, 4.6
 ME0338'MI (7.4 KM) WEST-NORTHWEST OF BURKET AND 1.0 MI (1.6 KM) WEST OF
 ME0338'MENTONE.
 ME0338'
 ME0338'TO REACH FROM THE INTERSECTION OF STATE ROAD 25 AND NORTH FRANKLIN
 ME0338'STREET (AKA STATE ROAD 19) IN MENTONE, TRAVEL 0.79 MI (1.27 KM) WEST
 ME0338'ON STATE ROAD 25 TO THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE
 ME0338'ROAD.
 ME0338'
 ME0338'THE STATION IS LOCATED 22 FT (6.7 M) SOUTHEAST OF THE SOUTHEAST CORNER
 ME0338'OF THE HOUSE AT 6 STATE ROAD 25 (MARSHALL COUNTY), 12 FT (3.7 M) NORTH
 ME0338'OF THE KOSCIUSKO COUNTY - MARSHALL COUNTY HIGHWAY SIGN, 4.5 FT (1.4 M)
 ME0338'EAST OF A FENCE CORNER POST (WOOD), NEXT TO A CARSONITE MARKER, AND
 ME0338'APPROXIMATELY 2 FT (0.6 M) ABOVE THE LEVEL OF THE ROAD.
 ME0338
 ME0338                          STATION RECOVERY (2021)
 ME0338
 ME0338'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JES)
 ME0338'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0988 ***********************************************************************
 LB0988  DESIGNATION -  W 146
 LB0988  PID         -  LB0988
 LB0988  STATE/COUNTY-  IN/CARROLL
 LB0988  COUNTRY     -  US
 LB0988  USGS QUAD   -  DELPHI (2019)
 LB0988
 LB0988                         *CURRENT SURVEY CONTROL
 LB0988  ______________________________________________________________________
 LB0988* NAD 83(1986) POSITION- 40 35 28.     (N) 086 41 47.     (W)   SCALED
 LB0988* NAVD 88 ORTHO HEIGHT -   171.054 (meters)      561.20  (feet) ADJUSTED
 LB0988  ______________________________________________________________________
 LB0988  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 LB0988  DYNAMIC HEIGHT  -        170.971 (meters)      560.93  (feet) COMP
 LB0988  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 LB0988
 LB0988  VERT ORDER      -  SECOND    CLASS 0
 LB0988
 LB0988.The horizontal coordinates were scaled from a map and have
 LB0988.an estimated accuracy of +/- 6 seconds.
 LB0988
 LB0988.The orthometric height was determined by differential leveling and
 LB0988.adjusted by the NATIONAL GEODETIC SURVEY
 LB0988.in June 1991.
 LB0988
 LB0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0988.GEOID18 height accuracy estimate available here.
 LB0988
 LB0988.Click photographs - Photos may exist for this station.
 LB0988
 LB0988.The dynamic height is computed by dividing the NAVD 88
 LB0988.geopotential number by the normal gravity value computed on the
 LB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0988.degrees latitude (g = 980.6199 gals.).
 LB0988
 LB0988.The modeled gravity was interpolated from observed gravity values.
 LB0988
 LB0988;                    North         East    Units  Estimated Accuracy
 LB0988;SPC IN W     -   593,230.      932,760.      MT  (+/- 180 meters Scaled)
 LB0988
 LB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK256934(NAD 83)
 LB0988
 LB0988                          SUPERSEDED SURVEY CONTROL
 LB0988
 LB0988  NGVD 29 (??/??/92)  171.163  (m)          561.56   (f) ADJ UNCH    2 0
 LB0988
 LB0988.Superseded values are not recommended for survey control.
 LB0988
 LB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0988.See file dsdata.pdf to determine how the superseded data were derived.
 LB0988
 LB0988_MARKER: DB = BENCH MARK DISK
 LB0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0988_SP_SET: BRIDGE RAILING
 LB0988_STAMPING: W 146 1946
 LB0988_MARK LOGO: CGS
 LB0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0988
 LB0988  HISTORY     - Date     Condition        Report By
 LB0988  HISTORY     - 1946     MONUMENTED       CGS
 LB0988
 LB0988                          STATION DESCRIPTION
 LB0988
 LB0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0988'1.3 MI W FROM DELPHI.
 LB0988'ABOUT 1.3 MILE WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY COURT
 LB0988'HOUSE AT DELPHI, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB0988'RAILING OF A LARGE CONCRETE BRIDGE OVER THE WABASH RIVER, 20 FEET
 LB0988'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE
 LB0988'SIDEWALK.  A STANDARD DISK, STAMPED W 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3583 ***********************************************************************
 AI3583  DESIGNATION -  W 146 RESET
 AI3583  PID         -  AI3583
 AI3583  STATE/COUNTY-  IN/CARROLL
 AI3583  COUNTRY     -  US
 AI3583  USGS QUAD   -  DELPHI (2019)
 AI3583
 AI3583                         *CURRENT SURVEY CONTROL
 AI3583  ______________________________________________________________________
 AI3583* NAD 83(1986) POSITION- 40 35 28.     (N) 086 41 47.     (W)   SCALED
 AI3583* NAVD 88 ORTHO HEIGHT -   170.20  (meters)      558.4   (feet) RESET
 AI3583  ______________________________________________________________________
 AI3583  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 AI3583  VERT ORDER      -  THIRD
 AI3583
 AI3583.The horizontal coordinates were scaled from a map and have
 AI3583.an estimated accuracy of +/- 6 seconds.
 AI3583
 AI3583.The orthometric height was computed from unverified reset data.
 AI3583
 AI3583.No vertical observational check was made to the station.
 AI3583
 AI3583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3583.GEOID18 height accuracy estimate available here.
 AI3583
 AI3583.Click photographs - Photos may exist for this station.
 AI3583
 AI3583;                    North         East    Units  Estimated Accuracy
 AI3583;SPC IN W     -   593,230.      932,760.      MT  (+/- 180 meters Scaled)
 AI3583
 AI3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK256934(NAD 83)
 AI3583
 AI3583                          SUPERSEDED SURVEY CONTROL
 AI3583
 AI3583.No superseded survey control is available for this station.
 AI3583
 AI3583_MARKER: DV = VERTICAL CONTROL DISK
 AI3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3583_STAMPING: W 146 RESET 1996
 AI3583_MARK LOGO: NGS
 AI3583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3583+STABILITY: SURFACE MOTION
 AI3583
 AI3583  HISTORY     - Date     Condition        Report By
 AI3583  HISTORY     - 1996     MONUMENTED       INDOT
 AI3583
 AI3583                          STATION DESCRIPTION
 AI3583
 AI3583'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 1996 (HT)
 AI3583'1.3 MILES (2.1 KM) WEST FROM DELPHI.  1.74 MILES (2.80 KM) SOUTH OF US
 AI3583'421 AND SR 18 INTERSECTION.  BRONZE PLUG SET IN NORTHEAST CORNER OF ST
 AI3583'421-08-7399.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1174 ***********************************************************************
 LB1174  DESIGNATION -  W 147
 LB1174  PID         -  LB1174
 LB1174  STATE/COUNTY-  IN/WHITE
 LB1174  COUNTRY     -  US
 LB1174  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1174
 LB1174                         *CURRENT SURVEY CONTROL
 LB1174  ______________________________________________________________________
 LB1174* NAD 83(1986) POSITION- 40 39 49.     (N) 086 49 54.     (W)   SCALED
 LB1174* NAVD 88 ORTHO HEIGHT -   207.866 (meters)      681.97  (feet) ADJUSTED
 LB1174  ______________________________________________________________________
 LB1174  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 LB1174  DYNAMIC HEIGHT  -        207.768 (meters)      681.65  (feet) COMP
 LB1174  MODELED GRAVITY -    980,148.1   (mgal)                       NAVD 88
 LB1174
 LB1174  VERT ORDER      -  SECOND    CLASS 0
 LB1174
 LB1174.The horizontal coordinates were scaled from a map and have
 LB1174.an estimated accuracy of +/- 6 seconds.
 LB1174
 LB1174.The orthometric height was determined by differential leveling and
 LB1174.adjusted by the NATIONAL GEODETIC SURVEY
 LB1174.in June 1991.
 LB1174
 LB1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1174.GEOID18 height accuracy estimate available here.
 LB1174
 LB1174.Click photographs - Photos may exist for this station.
 LB1174
 LB1174.The dynamic height is computed by dividing the NAVD 88
 LB1174.geopotential number by the normal gravity value computed on the
 LB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1174.degrees latitude (g = 980.6199 gals.).
 LB1174
 LB1174.The modeled gravity was interpolated from observed gravity values.
 LB1174
 LB1174;                    North         East    Units  Estimated Accuracy
 LB1174;SPC IN W     -   601,230.      921,280.      MT  (+/- 180 meters Scaled)
 LB1174
 LB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL142014(NAD 83)
 LB1174
 LB1174                          SUPERSEDED SURVEY CONTROL
 LB1174
 LB1174  NGVD 29 (??/??/92)  207.962  (m)          682.29   (f) ADJ UNCH    2 0
 LB1174
 LB1174.Superseded values are not recommended for survey control.
 LB1174
 LB1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1174.See file dsdata.pdf to determine how the superseded data were derived.
 LB1174
 LB1174_MARKER: DB = BENCH MARK DISK
 LB1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1174_STAMPING: W 147 1946
 LB1174_MARK LOGO: CGS
 LB1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1174+STABILITY: SURFACE MOTION
 LB1174
 LB1174  HISTORY     - Date     Condition        Report By
 LB1174  HISTORY     - 1946     MONUMENTED       CGS
 LB1174
 LB1174                          STATION DESCRIPTION
 LB1174
 LB1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1174'1.6 MI E FROM CHALMERS.
 LB1174'1.6 MILE EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1174'AT CHALMERS, AT A CURVE, 24 FEET SOUTH OF THE CENTER LINE OF THE
 LB1174'ROAD, 17 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ENTRANCE
 LB1174'ROAD, 5.5 FEET WEST OF A CEMENT FENCE CORNER POST, 3.0 FEET NORTH
 LB1174'OF A FENCE LINE AND 2 FEET BELOW ROAD LEVEL.  A STANDARD DISK,
 LB1174'STAMPED W 147 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1174'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0769 ***********************************************************************
 ME0769  DESIGNATION -  W 148
 ME0769  PID         -  ME0769
 ME0769  STATE/COUNTY-  IN/LA PORTE
 ME0769  COUNTRY     -  US
 ME0769  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0769
 ME0769                         *CURRENT SURVEY CONTROL
 ME0769  ______________________________________________________________________
 ME0769* NAD 83(1986) POSITION- 41 39 57.     (N) 086 53 39.     (W)   SCALED
 ME0769* NAVD 88 ORTHO HEIGHT -   200.545 (meters)      657.95  (feet) ADJUSTED
 ME0769  ______________________________________________________________________
 ME0769  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 ME0769  DYNAMIC HEIGHT  -        200.471 (meters)      657.71  (feet) COMP
 ME0769  MODELED GRAVITY -    980,246.4   (mgal)                       NAVD 88
 ME0769
 ME0769  VERT ORDER      -  SECOND    CLASS 0
 ME0769
 ME0769.The horizontal coordinates were scaled from a map and have
 ME0769.an estimated accuracy of +/- 6 seconds.
 ME0769
 ME0769.The orthometric height was determined by differential leveling and
 ME0769.adjusted by the NATIONAL GEODETIC SURVEY
 ME0769.in June 1991.
 ME0769
 ME0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0769.GEOID18 height accuracy estimate available here.
 ME0769
 ME0769.Click photographs - Photos may exist for this station.
 ME0769
 ME0769.The dynamic height is computed by dividing the NAVD 88
 ME0769.geopotential number by the normal gravity value computed on the
 ME0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0769.degrees latitude (g = 980.6199 gals.).
 ME0769
 ME0769.The modeled gravity was interpolated from observed gravity values.
 ME0769
 ME0769;                    North         East    Units  Estimated Accuracy
 ME0769;SPC IN W     -   712,520.      915,750.      MT  (+/- 180 meters Scaled)
 ME0769
 ME0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM088126(NAD 83)
 ME0769
 ME0769                          SUPERSEDED SURVEY CONTROL
 ME0769
 ME0769  NGVD 29 (??/??/92)  200.652  (m)          658.31   (f) ADJ UNCH    2 0
 ME0769
 ME0769.Superseded values are not recommended for survey control.
 ME0769
 ME0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0769.See file dsdata.pdf to determine how the superseded data were derived.
 ME0769
 ME0769_MARKER: DB = BENCH MARK DISK
 ME0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0769_SP_SET: BOX CULVERT HEADWALL
 ME0769_STAMPING: W 148 1946
 ME0769_MARK LOGO: CGS
 ME0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0769+STABILITY: SURFACE MOTION
 ME0769
 ME0769  HISTORY     - Date     Condition        Report By
 ME0769  HISTORY     - 1946     MONUMENTED       CGS
 ME0769  HISTORY     - 1961     GOOD             CGS
 ME0769  HISTORY     - 20160824 MARK NOT FOUND   INDOT
 ME0769
 ME0769                          STATION DESCRIPTION
 ME0769
 ME0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0769'2.3 MI S FROM MICHIGAN CITY.
 ME0769'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE PERE
 ME0769'MARQUETTE RAILWAY STATION AT MICHIGAN CITY, LA PORTE COUNTY,
 ME0769'ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 20,
 ME0769'IN THE NORTHWEST QUARTER OF A ROAD INTERSECTION, 34 FEET WEST
 ME0769'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER
 ME0769'LINE OF THE ROAD, IN THE TOP OF THE HEAD WALL OF A 5- BY 3-FOOT
 ME0769'CONCRETE BOX CULVERT, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 ME0769'A BRONZE DISK, STAMPED W 148 1946.
 ME0769
 ME0769                          STATION RECOVERY (1961)
 ME0769
 ME0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ME0769'RECOVERED IN GOOD CONDITION.
 ME0769
 ME0769                          STATION RECOVERY (2016)
 ME0769
 ME0769'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1214 ***********************************************************************
 ME1214  DESIGNATION -  W 149
 ME1214  PID         -  ME1214
 ME1214  STATE/COUNTY-  IN/PORTER
 ME1214  COUNTRY     -  US
 ME1214  USGS QUAD   -  VALPARAISO (2019)
 ME1214
 ME1214                         *CURRENT SURVEY CONTROL
 ME1214  ______________________________________________________________________
 ME1214* NAD 83(1986) POSITION- 41 28 21.39   (N) 087 04 45.43   (W)   HD_HELD1
 ME1214* NAVD 88 ORTHO HEIGHT -   220.469 (meters)      723.32  (feet) ADJUSTED
 ME1214  ______________________________________________________________________
 ME1214  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 ME1214  DYNAMIC HEIGHT  -        220.382 (meters)      723.04  (feet) COMP
 ME1214  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 ME1214
 ME1214  VERT ORDER      -  FIRST     CLASS I
 ME1214
 ME1214.The horizontal coordinates were determined by differentially corrected
 ME1214.hand held GPS observations or other comparable positioning techniques
 ME1214.and have an estimated accuracy of +/- 3 meters.
 ME1214
 ME1214.The orthometric height was determined by differential leveling and
 ME1214.adjusted by the NATIONAL GEODETIC SURVEY
 ME1214.in April 1995.
 ME1214
 ME1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1214.GEOID18 height accuracy estimate available here.
 ME1214
 ME1214.Click photographs - Photos may exist for this station.
 ME1214
 ME1214.The dynamic height is computed by dividing the NAVD 88
 ME1214.geopotential number by the normal gravity value computed on the
 ME1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1214.degrees latitude (g = 980.6199 gals.).
 ME1214
 ME1214.The modeled gravity was interpolated from observed gravity values.
 ME1214
 ME1214;                    North         East    Units  Estimated Accuracy
 ME1214;SPC IN W     -   691,043.6     900,338.1     MT  (+/- 3 meters HH1 GPS) 
 ME1214
 ME1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9337991226(NAD 83)
 ME1214
 ME1214                          SUPERSEDED SURVEY CONTROL
 ME1214
 ME1214  NAVD 88 (06/15/91)  220.481  (m)          723.36   (f) SUPERSEDED  1 1
 ME1214  NGVD 29 (01/19/93)  220.561  (m)          723.62   (f) ADJUSTED    1 1
 ME1214  NGVD 29 (??/??/92)  220.573  (m)          723.66   (f) SUPERSEDED  1 1
 ME1214
 ME1214.Superseded values are not recommended for survey control.
 ME1214
 ME1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1214.See file dsdata.pdf to determine how the superseded data were derived.
 ME1214
 ME1214_MARKER: DB = BENCH MARK DISK
 ME1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1214_STAMPING: W 149 1946
 ME1214_MARK LOGO: CGS
 ME1214_PROJECTION: RECESSED 5 CENTIMETERS
 ME1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1214+STABILITY: SURFACE MOTION
 ME1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1214+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 ME1214
 ME1214  HISTORY     - Date     Condition        Report By
 ME1214  HISTORY     - 1946     MONUMENTED       CGS
 ME1214  HISTORY     - 1968     GOOD             CGS
 ME1214  HISTORY     - 1973     GOOD             BRADY
 ME1214  HISTORY     - 19920906 GOOD             NGS
 ME1214  HISTORY     - 20210528 GOOD             IN-127
 ME1214
 ME1214                          STATION DESCRIPTION
 ME1214
 ME1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1214'0.8 MI NW FROM VALPARAISO.
 ME1214'ABOUT 0.75 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1214'THE STATION AT VALPARAISO, AT A GRAVELED ROAD CROSSING, 0.4 MILE
 ME1214'NORTHWEST OF THE OVERPASS OVER JOILET ROAD, 30 FEET SOUTHWEST
 ME1214'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 37 FEET NORTHEAST
 ME1214'OF THE CENTER LINE OF A GRAVELED ROAD, 26 FEET NORTHWEST OF THE
 ME1214'CENTER LINE OF ANOTHER GRAVELED ROAD, 15 1/2 FEET EAST OF A
 ME1214'TELEGRAPH POLE, 2 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET
 ME1214'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME1214'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  SURVEY
 ME1214'MARK SIGN IS LOCATED BESIDE THIS MARK.  IN SECTION 23T 35N 6W.
 ME1214
 ME1214                          STATION RECOVERY (1973)
 ME1214
 ME1214'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 ME1214'RECOVERED IN GOOD CONDITION.
 ME1214
 ME1214                          STATION RECOVERY (1992)
 ME1214
 ME1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1214'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 ME1214'IN VALPARAISO, 60.3 M (197.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 ME1214'11.2 M (36.7 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF CLIFFORD
 ME1214'ROAD, 9.2 M (30.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE CONRAIL
 ME1214'RAILROAD, 1.3 M (4.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 ME1214'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 ME1214
 ME1214                          STATION RECOVERY (2021)
 ME1214
 ME1214'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (BE)
 ME1214'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE.  ABOUT 0.95 MI (1.53 KM)
 ME1214'WESTERLY ALONG STATE HIGHWAY 130 FROM OLD POST OFFICE IN VALPARAISO,
 ME1214'197.8 FT (60.3 M) SOUTHWEST OF HIGHWAY CENTERLINE.  160 AZIMUTH, 12.9
 ME1214'FT (3.9 M) TO CENTER OF CLIFFORD ROAD.  30.2 FT (9.2 M) SOUTHWEST OF
 ME1214'NEAR RAIL OF CONRAIL RAILROAD, 305 AZIMUTH, 31.6 FT (9.6 M) TO CENTER
 ME1214'OF UTILITY POLE, 110 AZIMUTH, 42.7 FT (13.0 M) TO SOUTHWEST BOLT
 ME1214'RAILROAD CROSSING GATE, 4.3 FT (1.3 M) SOUTHWEST OF A WITNESS POST.
 ME1214'THE MONUMENT IS 0.2 FT (6 CM) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1593 ***********************************************************************
 LB1593  DESIGNATION -  W 15
 LB1593  PID         -  LB1593
 LB1593  STATE/COUNTY-  IN/WARREN
 LB1593  COUNTRY     -  US
 LB1593  USGS QUAD   -  WEST LEBANON (2019)
 LB1593
 LB1593                         *CURRENT SURVEY CONTROL
 LB1593  ______________________________________________________________________
 LB1593* NAD 83(1986) POSITION- 40 19 50.     (N) 087 28 33.     (W)   SCALED
 LB1593* NAVD 88 ORTHO HEIGHT -   218.363 (meters)      716.41  (feet) ADJUSTED
 LB1593  ______________________________________________________________________
 LB1593  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 LB1593  DYNAMIC HEIGHT  -        218.254 (meters)      716.06  (feet) COMP
 LB1593  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 LB1593
 LB1593  VERT ORDER      -  FIRST     CLASS II
 LB1593
 LB1593.The horizontal coordinates were scaled from a map and have
 LB1593.an estimated accuracy of +/- 6 seconds.
 LB1593
 LB1593.The orthometric height was determined by differential leveling and
 LB1593.adjusted by the NATIONAL GEODETIC SURVEY
 LB1593.in June 1991.
 LB1593
 LB1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1593.GEOID18 height accuracy estimate available here.
 LB1593
 LB1593.Click photographs - Photos may exist for this station.
 LB1593
 LB1593.The dynamic height is computed by dividing the NAVD 88
 LB1593.geopotential number by the normal gravity value computed on the
 LB1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1593.degrees latitude (g = 980.6199 gals.).
 LB1593
 LB1593.The modeled gravity was interpolated from observed gravity values.
 LB1593
 LB1593;                    North         East    Units  Estimated Accuracy
 LB1593;SPC IN W     -   564,300.      866,650.      MT  (+/- 180 meters Scaled)
 LB1593
 LB1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595645(NAD 83)
 LB1593
 LB1593                          SUPERSEDED SURVEY CONTROL
 LB1593
 LB1593  NGVD 29 (??/??/92)  218.402  (m)          716.54   (f) ADJ UNCH    1 2
 LB1593
 LB1593.Superseded values are not recommended for survey control.
 LB1593
 LB1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1593.See file dsdata.pdf to determine how the superseded data were derived.
 LB1593
 LB1593_MARKER: DB = BENCH MARK DISK
 LB1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1593_STAMPING: W 15 1934
 LB1593_MARK LOGO: CGS
 LB1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1593+STABILITY: SURFACE MOTION
 LB1593
 LB1593  HISTORY     - Date     Condition        Report By
 LB1593  HISTORY     - 1934     MONUMENTED       CGS
 LB1593
 LB1593                          STATION DESCRIPTION
 LB1593
 LB1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1593'2 MI N FROM SLOAN.
 LB1593'2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1593'STATION AT SLOAN, WARREN COUNTY, AT A DIRT-ROAD CROSSING, 26
 LB1593'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE CORNER OF
 LB1593'A FARMHOUSE YARD, 52 FEET EAST OF THE EAST RAIL, AND LEVEL WITH
 LB1593'THE RAIL.  A STANDARD DISK, STAMPED W 15 1934 AND SET IN THE
 LB1593'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1745 ***********************************************************************
 JA1745  DESIGNATION -  W 15
 JA1745  PID         -  JA1745
 JA1745  STATE/COUNTY-  IN/HARRISON
 JA1745  COUNTRY     -  US
 JA1745  USGS QUAD   -  LACONIA (2019)
 JA1745
 JA1745                         *CURRENT SURVEY CONTROL
 JA1745  ______________________________________________________________________
 JA1745* NAD 83(1997) POSITION- 38 05 03.32166(N) 086 07 24.81929(W)   ADJUSTED
 JA1745* NAVD 88 ORTHO HEIGHT -   190.78  (+/-2cm)      625.9   (feet) VERTCON3
 JA1745  ______________________________________________________________________
 JA1745  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 JA1745  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 JA1745  HORZ ORDER      -  SECOND
 JA1745  VERT ORDER      -  THIRD ? (See Below)
 JA1745
 JA1745.The horizontal coordinates were established by classical geodetic methods
 JA1745.and adjusted by the National Geodetic Survey in May 1999.
 JA1745
 JA1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1745
 JA1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1745.GEOID18 height accuracy estimate available here.
 JA1745
 JA1745.The vertical order pertains to the NGVD 29 superseded value.
 JA1745
 JA1745.Click photographs - Photos may exist for this station.
 JA1745
 JA1745.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1745
 JA1745. The following values were computed from the NAD 83(1997) position.
 JA1745
 JA1745;                    North         East     Units Scale Factor Converg.
 JA1745;SPC IN E     -   314,944.482    59,917.045   MT  0.99998645   -0 16 54.6
 JA1745;SPC IN E     - 1,033,280.35    196,577.84   sFT  0.99998645   -0 16 54.6
 JA1745;UTM  16      - 4,215,526.091   576,861.611   MT  0.99967276   +0 32 26.3
 JA1745
 JA1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1745!SPC IN E     -   0.99997524  x   0.99998645  =   0.99996169
 JA1745!UTM  16      -   0.99997524  x   0.99967276  =   0.99964801
 JA1745
 JA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7686115526(NAD 83)
 JA1745
 JA1745                          SUPERSEDED SURVEY CONTROL
 JA1745
 JA1745  NAD 83(1993)-  38 05 03.32196(N)    086 07 24.81939(W) AD(       ) 2
 JA1745  NAD 83(1986)-  38 05 03.32735(N)    086 07 24.82510(W) AD(       ) 2
 JA1745  NAD 27      -  38 05 03.06800(N)    086 07 24.94100(W) AD(       ) 2
 JA1745  NGVD 29             190.90   (m)          626.3    (f) LEVELING    3  
 JA1745
 JA1745.Superseded values are not recommended for survey control.
 JA1745
 JA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1745.See file dsdata.pdf to determine how the superseded data were derived.
 JA1745
 JA1745_MARKER: DB = BENCH MARK DISK
 JA1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1745_STAMPING: W 15 626 1937
 JA1745_MARK LOGO: USGS
 JA1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1745+STABILITY: SURFACE MOTION
 JA1745
 JA1745  HISTORY     - Date     Condition        Report By
 JA1745  HISTORY     - 1937     MONUMENTED       USGS
 JA1745  HISTORY     - 1947     GOOD             CGS
 JA1745
 JA1745                          STATION DESCRIPTION
 JA1745
 JA1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1745'THIS IS A TRAVERSE STATION.
 JA1745'
 JA1745'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LACONIA AND 2 MILES
 JA1745'EAST-SOUTHEAST OF CENTRAL. A TRAVERSE CONNECTION WAS MADE FROM
 JA1745'TRIANGULATION STATION CREEK TO THIS BENCH MARK. THE BENCH MARK IS
 JA1745'8.250 METERS 27.07 FEET WEST-NORTHWEST OF STATION
 JA1745'CREEK AND 18 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 JA1745'ROAD. THE DISK IS A STANDARD U.S.G.S. BENCH MARK DISK, AND IT IS
 JA1745'SET IN THE TOP OF A CONCRETE BLOCK THAT PROJECTS 4 INCHES. THE DISK
 JA1745'IS STAMPED W15 1937 626.
 JA1745'
 JA1745'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL, GO SOUTH ON
 JA1745'STATE HIGHWAY 135 FOR 1 MILE TO A SIDE ROAD ON THE LEFT. TURN
 JA1745'LEFT, EAST, AND GO ON THE MAIN GRAVEL ROAD FOR 2.3 MILES TO A SIDE
 JA1745'ROAD ON THE RIGHT AND THE STATION ON THE SOUTHEAST ANGLE OF THE
 JA1745'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0521 ***********************************************************************
 ME0521  DESIGNATION -  W 150
 ME0521  PID         -  ME0521
 ME0521  STATE/COUNTY-  IN/STARKE
 ME0521  COUNTRY     -  US
 ME0521  USGS QUAD   -  HAMLET (2019)
 ME0521
 ME0521                         *CURRENT SURVEY CONTROL
 ME0521  ______________________________________________________________________
 ME0521* NAD 83(1986) POSITION- 41 23 04.     (N) 086 35 57.     (W)   SCALED
 ME0521* NAVD 88 ORTHO HEIGHT -   209.355 (meters)      686.86  (feet) ADJUSTED
 ME0521  ______________________________________________________________________
 ME0521  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0521  DYNAMIC HEIGHT  -        209.270 (meters)      686.58  (feet) COMP
 ME0521  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 ME0521
 ME0521  VERT ORDER      -  FIRST     CLASS I
 ME0521
 ME0521.The horizontal coordinates were scaled from a map and have
 ME0521.an estimated accuracy of +/- 6 seconds.
 ME0521
 ME0521.The orthometric height was determined by differential leveling and
 ME0521.adjusted by the NATIONAL GEODETIC SURVEY
 ME0521.in June 1991.
 ME0521
 ME0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0521.GEOID18 height accuracy estimate available here.
 ME0521
 ME0521.Click photographs - Photos may exist for this station.
 ME0521
 ME0521.The dynamic height is computed by dividing the NAVD 88
 ME0521.geopotential number by the normal gravity value computed on the
 ME0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0521.degrees latitude (g = 980.6199 gals.).
 ME0521
 ME0521.The modeled gravity was interpolated from observed gravity values.
 ME0521
 ME0521;                    North         East    Units  Estimated Accuracy
 ME0521;SPC IN W     -   681,370.      940,500.      MT  (+/- 180 meters Scaled)
 ME0521
 ME0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL335815(NAD 83)
 ME0521
 ME0521                          SUPERSEDED SURVEY CONTROL
 ME0521
 ME0521  NGVD 29 (01/19/93)  209.455  (m)          687.19   (f) ADJUSTED    1 1
 ME0521  NGVD 29 (??/??/92)  209.455  (m)          687.19   (f) SUPERSEDED  1 1
 ME0521
 ME0521.Superseded values are not recommended for survey control.
 ME0521
 ME0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0521.See file dsdata.pdf to determine how the superseded data were derived.
 ME0521
 ME0521_MARKER: DB = BENCH MARK DISK
 ME0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0521_STAMPING: W 150 1946
 ME0521_MARK LOGO: CGS
 ME0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0521+STABILITY: SURFACE MOTION
 ME0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0521+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0521
 ME0521  HISTORY     - Date     Condition        Report By
 ME0521  HISTORY     - 1946     MONUMENTED       CGS
 ME0521  HISTORY     - 1968     GOOD             CGS
 ME0521  HISTORY     - 19920907 GOOD             NGS
 ME0521
 ME0521                          STATION DESCRIPTION
 ME0521
 ME0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0521'0.9 MI W FROM HAMLET.
 ME0521'ABOUT 0.9 MILE WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0521'CROSSING OF STARKE STREET AT HAMLET, ABOUT 0.1 MILE EAST OF THE
 ME0521'CROSSING OF COUNTY ROAD 500 EAST, 38.5 FEET NORTH OF THE NORTH
 ME0521'RAIL OF THE WESTBOUND TRACK, 38 1/2 FEET SOUTH OF THE CENTER LINE
 ME0521'OF OLD U.S. HIGHWAY 30, 17 FEET NORTH OF MILEPOST 399, 1.1 FEET
 ME0521'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 6
 ME0521'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME0521'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 24,
 ME0521'T 34 N, R 2 W.
 ME0521
 ME0521                          STATION RECOVERY (1992)
 ME0521
 ME0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0521'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0521'HAMLET, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0521'16.1 M (52.8 FT) NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 12.1 M
 ME0521'(39.7 FT) SOUTH OF THE CENTER OF OLD HIGHWAY 30, 8.1 M (26.6 FT)
 ME0521'SOUTHWEST OF UTILITY POLE NUMBER 787-055, 0.3 M (1.0 FT) BELOW THE
 ME0521'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 ME0521'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1075 ***********************************************************************
 ME1075  DESIGNATION -  W 151
 ME1075  PID         -  ME1075
 ME1075  STATE/COUNTY-  IN/PORTER
 ME1075  COUNTRY     -  US
 ME1075  USGS QUAD   -  CHESTERTON (2019)
 ME1075
 ME1075                         *CURRENT SURVEY CONTROL
 ME1075  ______________________________________________________________________
 ME1075* NAD 83(1986) POSITION- 41 33 00.     (N) 087 04 50.     (W)   SCALED
 ME1075* NAVD 88 ORTHO HEIGHT -   196.098 (meters)      643.36  (feet) ADJUSTED
 ME1075  ______________________________________________________________________
 ME1075  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 ME1075  DYNAMIC HEIGHT  -        196.024 (meters)      643.12  (feet) COMP
 ME1075  MODELED GRAVITY -    980,237.3   (mgal)                       NAVD 88
 ME1075
 ME1075  VERT ORDER      -  SECOND    CLASS 0
 ME1075
 ME1075.The horizontal coordinates were scaled from a map and have
 ME1075.an estimated accuracy of +/- 6 seconds.
 ME1075
 ME1075.The orthometric height was determined by differential leveling and
 ME1075.adjusted by the NATIONAL GEODETIC SURVEY
 ME1075.in June 1991.
 ME1075
 ME1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1075.GEOID18 height accuracy estimate available here.
 ME1075
 ME1075.Click photographs - Photos may exist for this station.
 ME1075
 ME1075.The dynamic height is computed by dividing the NAVD 88
 ME1075.geopotential number by the normal gravity value computed on the
 ME1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1075.degrees latitude (g = 980.6199 gals.).
 ME1075
 ME1075.The modeled gravity was interpolated from observed gravity values.
 ME1075
 ME1075;                    North         East    Units  Estimated Accuracy
 ME1075;SPC IN W     -   699,640.      900,230.      MT  (+/- 180 meters Scaled)
 ME1075
 ME1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL932998(NAD 83)
 ME1075
 ME1075                          SUPERSEDED SURVEY CONTROL
 ME1075
 ME1075  NGVD 29 (??/??/92)  196.190  (m)          643.67   (f) ADJ UNCH    2 0
 ME1075
 ME1075.Superseded values are not recommended for survey control.
 ME1075
 ME1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1075.See file dsdata.pdf to determine how the superseded data were derived.
 ME1075
 ME1075_MARKER: DB = BENCH MARK DISK
 ME1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1075_STAMPING: W 151 1946
 ME1075_MARK LOGO: CGS
 ME1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1075+STABILITY: SURFACE MOTION
 ME1075
 ME1075  HISTORY     - Date     Condition        Report By
 ME1075  HISTORY     - 1946     MONUMENTED       CGS
 ME1075  HISTORY     - 1962     MARK NOT FOUND   CGS
 ME1075  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1075
 ME1075                          STATION DESCRIPTION
 ME1075
 ME1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1075'2.2 MI W FROM WOODSVILLE JUNCTION.
 ME1075'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 ME1075'OF STATE HIGHWAY 49 AT WOODSVILLE JUNCTION, PORTER COUNTY, JUST
 ME1075'WEST OF A ROADSIDE PARK WITH SPRING WATER DRINKING FOUNTAIN, IN
 ME1075'THE NORTHEAST QUARTER OF A GRAVEL-ROAD INTERSECTION, 54 FEET
 ME1075'NORTH OF THE CENTER LINE OF THE HIGHWAY, 62 FEET WEST OF THE
 ME1075'DRINKING FOUNTAIN, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ME1075'3.4 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF THE FENCE,
 ME1075'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5 FEET
 ME1075'LOWER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED W 151 1946 AND
 ME1075'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 ME1075'GROUND.
 ME1075
 ME1075                          STATION RECOVERY (1962)
 ME1075
 ME1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 ME1075'MARK NOT FOUND.
 ME1075
 ME1075                          STATION RECOVERY (1978)
 ME1075
 ME1075'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0787 ***********************************************************************
 ME0787  DESIGNATION -  W 152
 ME0787  PID         -  ME0787
 ME0787  STATE/COUNTY-  IN/LA PORTE
 ME0787  COUNTRY     -  US
 ME0787  USGS QUAD   -  LAPORTE WEST (2019)
 ME0787
 ME0787                         *CURRENT SURVEY CONTROL
 ME0787  ______________________________________________________________________
 ME0787* NAD 83(1986) POSITION- 41 31 57.     (N) 086 45 36.     (W)   SCALED
 ME0787* NAVD 88 ORTHO HEIGHT -   236.703 (meters)      776.58  (feet) ADJUSTED
 ME0787  ______________________________________________________________________
 ME0787  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 ME0787  DYNAMIC HEIGHT  -        236.610 (meters)      776.28  (feet) COMP
 ME0787  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 ME0787
 ME0787  VERT ORDER      -  SECOND    CLASS 0
 ME0787
 ME0787.The horizontal coordinates were scaled from a map and have
 ME0787.an estimated accuracy of +/- 6 seconds.
 ME0787
 ME0787.The orthometric height was determined by differential leveling and
 ME0787.adjusted by the NATIONAL GEODETIC SURVEY
 ME0787.in June 1991.
 ME0787
 ME0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0787.GEOID18 height accuracy estimate available here.
 ME0787
 ME0787.Click photographs - Photos may exist for this station.
 ME0787
 ME0787.The dynamic height is computed by dividing the NAVD 88
 ME0787.geopotential number by the normal gravity value computed on the
 ME0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0787.degrees latitude (g = 980.6199 gals.).
 ME0787
 ME0787.The modeled gravity was interpolated from observed gravity values.
 ME0787
 ME0787;                    North         East    Units  Estimated Accuracy
 ME0787;SPC IN W     -   697,750.      926,980.      MT  (+/- 180 meters Scaled)
 ME0787
 ME0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL200979(NAD 83)
 ME0787
 ME0787                          SUPERSEDED SURVEY CONTROL
 ME0787
 ME0787  NGVD 29 (??/??/92)  236.803  (m)          776.91   (f) ADJ UNCH    2 0
 ME0787
 ME0787.Superseded values are not recommended for survey control.
 ME0787
 ME0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0787.See file dsdata.pdf to determine how the superseded data were derived.
 ME0787
 ME0787_MARKER: DB = BENCH MARK DISK
 ME0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0787_STAMPING: W 152 1946
 ME0787_MARK LOGO: CGS
 ME0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0787+STABILITY: SURFACE MOTION
 ME0787
 ME0787  HISTORY     - Date     Condition        Report By
 ME0787  HISTORY     - 1946     MONUMENTED       CGS
 ME0787  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0787
 ME0787                          STATION DESCRIPTION
 ME0787
 ME0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0787'3.5 MI S FROM DOOR VILLAGE.
 ME0787'ABOUT 0.5 MILE EAST AND 3.0 MILES SOUTH ALONG TARVIA ROADS FROM
 ME0787'THE PUBLIC SCHOOL AT DOOR VILLAGE, LA PORTE COUNTY, ABOUT 2.4
 ME0787'MILES NORTH OF THE HUNDING DAIRY CO. PLANT AT WELLSBORO, ABOUT
 ME0787'0.1 MILE NORTH OF THE WABASH RAILROAD CROSSING, IN THE NORTHWEST
 ME0787'QUARTER OF A ROAD INTERSECTION, 31 FEET NORTH OF THE CENTER LINE
 ME0787'OF THE EAST-AND-WEST GRAVEL ROAD, 30 FEET WEST OF THE CENTER LINE
 ME0787'OF THE NORTH-AND-SOUTH TARVIA ROAD, 4.5 FEET NORTH OF THE FENCE
 ME0787'CORNER AT THE EAST END OF A HEDGE ROW, 1.5 FEET EAST OF THE
 ME0787'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ME0787'LEVEL WITH THE NORTH-AND-SOUTH ROAD.  A BRONZE DISK, STAMPED W
 ME0787'152 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0787'5 INCHES ABOVE GROUND.
 ME0787
 ME0787                          STATION RECOVERY (2014)
 ME0787
 ME0787'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0787'CONCRETE POST IS STILL THERE, BUT DISK HAS BEEN SHEARED OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2093 ***********************************************************************
 ME2093  DESIGNATION -  W 153 RESET
 ME2093  PID         -  ME2093
 ME2093  STATE/COUNTY-  IN/LA PORTE
 ME2093  COUNTRY     -  US
 ME2093  USGS QUAD   -  HAMLET (2019)
 ME2093
 ME2093                         *CURRENT SURVEY CONTROL
 ME2093  ______________________________________________________________________
 ME2093* NAD 83(1986) POSITION- 41 28 39.     (N) 086 37 14.     (W)   SCALED
 ME2093* NAVD 88 ORTHO HEIGHT -   209.30  (+/-2cm)      686.7   (feet) VERTCON3
 ME2093  ______________________________________________________________________
 ME2093  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 ME2093  VERT ORDER      -  THIRD (See Below)
 ME2093
 ME2093.The horizontal coordinates were scaled from a map and have
 ME2093.an estimated accuracy of +/- 6 seconds.
 ME2093
 ME2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2093
 ME2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2093.GEOID18 height accuracy estimate available here.
 ME2093
 ME2093.The vertical order pertains to the NGVD 29 superseded value.
 ME2093
 ME2093.Click photographs - Photos may exist for this station.
 ME2093
 ME2093;                    North         East    Units  Estimated Accuracy
 ME2093;SPC IN W     -   691,690.      938,650.      MT  (+/- 180 meters Scaled)
 ME2093
 ME2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL316918(NAD 83)
 ME2093
 ME2093                          SUPERSEDED SURVEY CONTROL
 ME2093
 ME2093  NGVD 29 (08/22/16)  209.42   (m)          687.1    (f) RESET       3  
 ME2093
 ME2093.Superseded values are not recommended for survey control.
 ME2093
 ME2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2093.See file dsdata.pdf to determine how the superseded data were derived.
 ME2093
 ME2093_MARKER: DV = VERTICAL CONTROL DISK
 ME2093_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 ME2093_STAMPING: W 153 RESET 1976
 ME2093_MARK LOGO: NGS
 ME2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2093
 ME2093  HISTORY     - Date     Condition        Report By
 ME2093  HISTORY     - 1976     MONUMENTED       NGS
 ME2093
 ME2093                          STATION DESCRIPTION
 ME2093
 ME2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ME2093'12.0 MI SOUTH FROM LA PORTE.
 ME2093'12.0 MILES SOUTH OF LA PORTE, 1.0 MILE EAST ALONG U.S. HIGHWAY
 ME2093'6 FROM ITS JUNCTION WITH U.S. HIGHWAY 35, 285 FEET EAST OF A DRAINAGE
 ME2093'DITCH, 30 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, IN TOP OF
 ME2093'AN ALUMINUM MONUMENT.
 ME2093'THE MARK IS 1 FT  W FROM A WITNESS POST.
 ME2093'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0890 ***********************************************************************
 ME0890  DESIGNATION -  W 155
 ME0890  PID         -  ME0890
 ME0890  STATE/COUNTY-  IN/LA PORTE
 ME0890  COUNTRY     -  US
 ME0890  USGS QUAD   -  STILLWELL (2019)
 ME0890
 ME0890                         *CURRENT SURVEY CONTROL
 ME0890  ______________________________________________________________________
 ME0890* NAD 83(1986) POSITION- 41 34 03.     (N) 086 31 29.     (W)   SCALED
 ME0890* NAVD 88 ORTHO HEIGHT -   213.081 (meters)      699.08  (feet) ADJUSTED
 ME0890  ______________________________________________________________________
 ME0890  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0890  DYNAMIC HEIGHT  -        212.997 (meters)      698.81  (feet) COMP
 ME0890  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 ME0890
 ME0890  VERT ORDER      -  SECOND    CLASS 0
 ME0890
 ME0890.The horizontal coordinates were scaled from a map and have
 ME0890.an estimated accuracy of +/- 6 seconds.
 ME0890
 ME0890.The orthometric height was determined by differential leveling and
 ME0890.adjusted by the NATIONAL GEODETIC SURVEY
 ME0890.in June 1991.
 ME0890
 ME0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0890.GEOID18 height accuracy estimate available here.
 ME0890
 ME0890.Click photographs - Photos may exist for this station.
 ME0890
 ME0890.The dynamic height is computed by dividing the NAVD 88
 ME0890.geopotential number by the normal gravity value computed on the
 ME0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0890.degrees latitude (g = 980.6199 gals.).
 ME0890
 ME0890.The modeled gravity was interpolated from observed gravity values.
 ME0890
 ME0890;                    North         East    Units  Estimated Accuracy
 ME0890;SPC IN W     -   701,730.      946,590.      MT  (+/- 180 meters Scaled)
 ME0890
 ME0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM396018(NAD 83)
 ME0890
 ME0890                          SUPERSEDED SURVEY CONTROL
 ME0890
 ME0890  NGVD 29 (??/??/92)  213.189  (m)          699.44   (f) ADJ UNCH    2 0
 ME0890
 ME0890.Superseded values are not recommended for survey control.
 ME0890
 ME0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0890.See file dsdata.pdf to determine how the superseded data were derived.
 ME0890
 ME0890_MARKER: DB = BENCH MARK DISK
 ME0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0890_STAMPING: W 155 1946
 ME0890_MARK LOGO: CGS
 ME0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0890+STABILITY: SURFACE MOTION
 ME0890
 ME0890  HISTORY     - Date     Condition        Report By
 ME0890  HISTORY     - 1946     MONUMENTED       CGS
 ME0890  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME0890
 ME0890                          STATION DESCRIPTION
 ME0890
 ME0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0890'1.2 MI SE FROM MILL CREEK.
 ME0890'ABOUT 0.2 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE
 ME0890'AT MILL CREEK, THENCE ABOUT 0.25 MILE EAST, THENCE ABOUT 0.75
 ME0890'MILE SOUTH, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A ROAD
 ME0890'LEADING EAST, AT A RIGHT ANGLE CURVE IN THE ROAD WITH TANGENTS
 ME0890'EXTENDING EAST AND NORTH, 29 FEET SOUTHWEST OF THE CENTER LINE OF
 ME0890'THE ROAD AT THE CENTER OF THE CURVE, 34 FEET EAST OF A FENCE
 ME0890'CORNER, 5.5 FEET NORTHWEST OF POWER POLE NO. 271/252, ABOUT
 ME0890'1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ME0890'PROJECTING 5 INCHES.
 ME0890
 ME0890                          STATION RECOVERY (1989)
 ME0890
 ME0890'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 ME0890'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1378 ***********************************************************************
 ME1378  DESIGNATION -  W 156
 ME1378  PID         -  ME1378
 ME1378  STATE/COUNTY-  IN/JASPER
 ME1378  COUNTRY     -  US
 ME1378  USGS QUAD   -  DEMOTTE (2019)
 ME1378
 ME1378                         *CURRENT SURVEY CONTROL
 ME1378  ______________________________________________________________________
 ME1378* NAD 83(1986) POSITION- 41 09 31.     (N) 087 10 46.     (W)   SCALED
 ME1378* NAVD 88 ORTHO HEIGHT -   211.293 (meters)      693.22  (feet) ADJUSTED
 ME1378  ______________________________________________________________________
 ME1378  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME1378  DYNAMIC HEIGHT  -        211.202 (meters)      692.92  (feet) COMP
 ME1378  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 ME1378
 ME1378  VERT ORDER      -  SECOND    CLASS 0
 ME1378
 ME1378.The horizontal coordinates were scaled from a map and have
 ME1378.an estimated accuracy of +/- 6 seconds.
 ME1378
 ME1378.The orthometric height was determined by differential leveling and
 ME1378.adjusted by the NATIONAL GEODETIC SURVEY
 ME1378.in June 1991.
 ME1378
 ME1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1378.GEOID18 height accuracy estimate available here.
 ME1378
 ME1378.Click photographs - Photos may exist for this station.
 ME1378
 ME1378.The dynamic height is computed by dividing the NAVD 88
 ME1378.geopotential number by the normal gravity value computed on the
 ME1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1378.degrees latitude (g = 980.6199 gals.).
 ME1378
 ME1378.The modeled gravity was interpolated from observed gravity values.
 ME1378
 ME1378;                    North         East    Units  Estimated Accuracy
 ME1378;SPC IN W     -   656,180.      891,930.      MT  (+/- 180 meters Scaled)
 ME1378
 ME1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL849563(NAD 83)
 ME1378
 ME1378                          SUPERSEDED SURVEY CONTROL
 ME1378
 ME1378  NGVD 29 (??/??/92)  211.380  (m)          693.50   (f) ADJ UNCH    2 0
 ME1378
 ME1378.Superseded values are not recommended for survey control.
 ME1378
 ME1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1378.See file dsdata.pdf to determine how the superseded data were derived.
 ME1378
 ME1378_MARKER: DB = BENCH MARK DISK
 ME1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1378_STAMPING: W 156 1946
 ME1378_MARK LOGO: CGS
 ME1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1378+STABILITY: SURFACE MOTION
 ME1378
 ME1378  HISTORY     - Date     Condition        Report By
 ME1378  HISTORY     - 1946     MONUMENTED       CGS
 ME1378  HISTORY     - 1968     GOOD             CGS
 ME1378  HISTORY     - 20080921 GOOD             GEOCAC
 ME1378  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1378
 ME1378                          STATION DESCRIPTION
 ME1378
 ME1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1378'3 MI N FROM VIRGIE.
 ME1378'ABOUT 3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 ME1378'AT VIRGIE, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, 28 FEET
 ME1378'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTH
 ME1378'OF THE CENTER LINE OF THE EAST-WEST ROAD, 8 FEET SOUTH OF THE
 ME1378'NORTH END OF A FENCE LINE, 1 FOOT EAST OF THE FENCE, ABOUT LEVEL
 ME1378'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1378'ABOUT 3 INCHES.  TO REACH THIS MARK FROM DEMOTTE GO SOUTH
 ME1378'ALONG STATE HIGHWAY 53 FROM THE NEW YORK CENTRAL RAILROAD
 ME1378'STATION ABOUT 0.5 MILE THENCE EAST FOR ABOUT 1.0 MILE TO THE
 ME1378'INTERSECTION WITH A NORTH-SOUTH PAVED ROAD.  TURN SOUTH AND
 ME1378'CONTINUE ON CO RD 2.0 MILES TO A CROSS ROADS AND THE SITE OF THE
 ME1378'MARK.  IT IS 6 FT S OF A POWER POLE, 1 FOOT E OF A METAL WITNESS
 ME1378'POST, AND THE EAST-WEST ROAD AT THE MARK IS CO RD 1000 N.
 ME1378
 ME1378                          STATION RECOVERY (1968)
 ME1378
 ME1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1378'RECOVERED IN GOOD CONDITION.
 ME1378
 ME1378                          STATION RECOVERY (2008)
 ME1378
 ME1378'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1378'RECOVERED IN GOOD CONDITION.
 ME1378
 ME1378                          STATION RECOVERY (2012)
 ME1378
 ME1378'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1058 ***********************************************************************
 MD1058  DESIGNATION -  W 157
 MD1058  PID         -  MD1058
 MD1058  STATE/COUNTY-  IN/KOSCIUSKO
 MD1058  COUNTRY     -  US
 MD1058  USGS QUAD   -  MILFORD (2019)
 MD1058
 MD1058                         *CURRENT SURVEY CONTROL
 MD1058  ______________________________________________________________________
 MD1058* NAD 83(2011) POSITION- 41 22 35.27785(N) 085 50 41.55487(W)   NO CHECK
 MD1058* NAD 83(2011) ELLIP HT-   223.641 (meters)        (06/27/12)   NO CHECK
 MD1058* NAD 83(2011) EPOCH   -  2010.00
 MD1058* NAVD 88 ORTHO HEIGHT -   257.115 (meters)      843.55  (feet) ADJUSTED
 MD1058  ______________________________________________________________________
 MD1058  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 MD1058  NAD 83(2011) X  -    347,302.954 (meters)                     COMP
 MD1058  NAD 83(2011) Y  - -4,780,627.102 (meters)                     COMP
 MD1058  NAD 83(2011) Z  -  4,194,034.641 (meters)                     COMP
 MD1058  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 MD1058  DYNAMIC HEIGHT  -        257.012 (meters)      843.21  (feet) COMP
 MD1058  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 MD1058
 MD1058  VERT ORDER      -  FIRST     CLASS II
 MD1058
 MD1058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1058  Standards:
 MD1058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1058  -------------------------------------------------------------------
 MD1058  NETWORK    1.08   2.72           0.51   0.34   1.39      0.03749560
 MD1058  -------------------------------------------------------------------
 MD1058  Click here for local accuracies and other accuracy information.
 MD1058
 MD1058.The horizontal coordinates were established by GPS observations
 MD1058.and adjusted by the National Geodetic Survey in June 2012.
 MD1058
 MD1058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1058.been affixed to the stable North American tectonic plate. See 
 MD1058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1058
 MD1058.The horizontal coordinates are valid at the epoch date displayed above
 MD1058.which is a decimal equivalence of Year/Month/Day.
 MD1058
 MD1058.No horizontal observational check was made to the station.
 MD1058
 MD1058.The orthometric height was determined by differential leveling and
 MD1058.adjusted by the NATIONAL GEODETIC SURVEY
 MD1058.in June 1991.
 MD1058
 MD1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1058.GEOID18 height accuracy estimate available here.
 MD1058
 MD1058.Click photographs - Photos may exist for this station.
 MD1058
 MD1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1058
 MD1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1058
 MD1058.The ellipsoidal height was determined by GPS observations
 MD1058.and is referenced to NAD 83.
 MD1058
 MD1058.The dynamic height is computed by dividing the NAVD 88
 MD1058.geopotential number by the normal gravity value computed on the
 MD1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1058.degrees latitude (g = 980.6199 gals.).
 MD1058
 MD1058.The modeled gravity was interpolated from observed gravity values.
 MD1058
 MD1058. The following values were computed from the NAD 83(2011) position.
 MD1058
 MD1058;                    North         East     Units Scale Factor Converg.
 MD1058;SPC IN E     -   680,381.526    85,092.426   MT  0.99996940   -0 07 04.1
 MD1058;SPC IN E     - 2,232,218.39    279,174.07   sFT  0.99996940   -0 07 04.1
 MD1058;UTM  16      - 4,581,193.402   596,593.646   MT  0.99971482   +0 45 49.0
 MD1058
 MD1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1058!SPC IN E     -   0.99996492  x   0.99996940  =   0.99993432
 MD1058!UTM  16      -   0.99996492  x   0.99971482  =   0.99967975
 MD1058
 MD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9659381193(NAD 83)
 MD1058
 MD1058                          SUPERSEDED SURVEY CONTROL
 MD1058
 MD1058  NAD 83(2007)-  41 22 35.27820(N)    085 50 41.55608(W) AD(2002.00) 0
 MD1058  ELLIP H (02/10/07)  223.665  (m)                       GP(2002.00)    
 MD1058  NAD 83(1997)-  41 22 35.27822(N)    085 50 41.55611(W) AD(       ) 1
 MD1058  ELLIP H (11/27/02)  223.667  (m)                       GP(       ) 4 1
 MD1058  NAD 83(1997)-  41 22 35.27812(N)    085 50 41.55618(W) AD(       ) 1
 MD1058  ELLIP H (03/18/02)  223.669  (m)                       GP(       ) 4 1
 MD1058  NAVD 88             257.12   (m)          843.6    (f) LEVELING    3  
 MD1058  NGVD 29 (??/??/92)  257.248  (m)          843.99   (f) ADJ UNCH    1 2
 MD1058
 MD1058.Superseded values are not recommended for survey control.
 MD1058
 MD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1058.See file dsdata.pdf to determine how the superseded data were derived.
 MD1058
 MD1058_MARKER: DB = BENCH MARK DISK
 MD1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1058_STAMPING: W 157 1946
 MD1058_MARK LOGO: CGS
 MD1058_PROJECTION: PROJECTING 10 CENTIMETERS
 MD1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1058+STABILITY: SURFACE MOTION
 MD1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1058+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2014
 MD1058
 MD1058  HISTORY     - Date     Condition        Report By
 MD1058  HISTORY     - 1946     MONUMENTED       CGS
 MD1058  HISTORY     - 19930111 GOOD             NGS
 MD1058  HISTORY     - 19970612 GOOD             USPSQD
 MD1058  HISTORY     - 20010501 GOOD             WOOLPT
 MD1058  HISTORY     - 20110706 GOOD             INDIV
 MD1058  HISTORY     - 20140722 GOOD             GRWAS
 MD1058
 MD1058                          STATION DESCRIPTION
 MD1058
 MD1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1058'3 MI N FROM LEESBURG.
 MD1058'3.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1058'STATION AT LEESBURG, ABOUT 2.45 MILE SOUTH FROM THE STATION AT
 MD1058'MILFORD, 347 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 MD1058'36 FEET EAST OF THE CENTER LINE OF A PAVED ROAD PARALLELING THE
 MD1058'TRACK, 25 FEET WEST OF THE WEST RAIL, 6.5 FEET SOUTHEAST OF A
 MD1058'RAILROAD RIGHT-OF-WAY MARKER, 2 FEET WEST OF MILE POST 70, ABOUT
 MD1058'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MD1058'PROJECTING 4 INCHES.
 MD1058
 MD1058                          STATION RECOVERY (1993)
 MD1058
 MD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1058'O.4 KM NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN MILFORD,
 MD1058'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG FOURTH STREET, THENCE 3.8 KM
 MD1058'(2.35 MI) SOUTHERLY ALONG THE CONRAIL RAILROAD, 0.1 KM (0.05 MI) SOUTH
 MD1058'OF THE JUNCTION OF 1000 NORTH ROAD, 19.3 M (63.3 FT) NORTHEAST OF
 MD1058'UTILITY POLE NUMBER 1-059 852, 11.0 M (36.1 FT) EAST OF THE CENTERLINE
 MD1058'OF OLD 15 ROAD, 7.8 M (25.6 FT) WEST OF THE NEAR RAIL, 4.3 M (14.1 FT)
 MD1058'WEST-SOUTHWEST OF RAILROAD MILE POST 70, 1.7 M (5.6 FT) SOUTHEAST OF A
 MD1058'CONCRETE ROW MARKER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE RAIL, 0.3 M
 MD1058'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 MD1058'FT) ABOVE THE GROUND SURFACE.
 MD1058
 MD1058                          STATION RECOVERY (1997)
 MD1058
 MD1058'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1058'RECOVERED IN GOOD CONDITION.
 MD1058
 MD1058                          STATION RECOVERY (2001)
 MD1058
 MD1058'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MD1058'RECOVERED AS DESCRIBED.
 MD1058
 MD1058                          STATION RECOVERY (2011)
 MD1058
 MD1058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 MD1058'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
 MD1058
 MD1058                          STATION RECOVERY (2014)
 MD1058
 MD1058'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BRN)
 MD1058'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 MD1058'
 MD1058'THE STATION IS NOW PROJECTING 10 CM (4 INCHES) FROM THE SURROUNDING
 MD1058'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1183 ***********************************************************************
 MD1183  DESIGNATION -  W 158
 MD1183  PID         -  MD1183
 MD1183  STATE/COUNTY-  IN/ELKHART
 MD1183  COUNTRY     -  US
 MD1183  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1183
 MD1183                         *CURRENT SURVEY CONTROL
 MD1183  ______________________________________________________________________
 MD1183* NAD 83(1986) POSITION- 41 27 02.     (N) 085 42 42.     (W)   SCALED
 MD1183* NAVD 88 ORTHO HEIGHT -   259.677 (meters)      851.96  (feet) ADJUSTED
 MD1183  ______________________________________________________________________
 MD1183  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 MD1183  DYNAMIC HEIGHT  -        259.571 (meters)      851.61  (feet) COMP
 MD1183  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 MD1183
 MD1183  VERT ORDER      -  SECOND    CLASS 0
 MD1183
 MD1183.The horizontal coordinates were scaled from a map and have
 MD1183.an estimated accuracy of +/- 6 seconds.
 MD1183
 MD1183.The orthometric height was determined by differential leveling and
 MD1183.adjusted by the NATIONAL GEODETIC SURVEY
 MD1183.in June 1991.
 MD1183
 MD1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1183.GEOID18 height accuracy estimate available here.
 MD1183
 MD1183.Click photographs - Photos may exist for this station.
 MD1183
 MD1183.The dynamic height is computed by dividing the NAVD 88
 MD1183.geopotential number by the normal gravity value computed on the
 MD1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1183.degrees latitude (g = 980.6199 gals.).
 MD1183
 MD1183.The modeled gravity was interpolated from observed gravity values.
 MD1183
 MD1183;                    North         East    Units  Estimated Accuracy
 MD1183;SPC IN E     -   688,600.       96,240.      MT  (+/- 180 meters Scaled)
 MD1183
 MD1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL076895(NAD 83)
 MD1183
 MD1183                          SUPERSEDED SURVEY CONTROL
 MD1183
 MD1183  NGVD 29 (??/??/92)  259.805  (m)          852.38   (f) ADJ UNCH    2 0
 MD1183
 MD1183.Superseded values are not recommended for survey control.
 MD1183
 MD1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1183.See file dsdata.pdf to determine how the superseded data were derived.
 MD1183
 MD1183_MARKER: DB = BENCH MARK DISK
 MD1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1183_SP_SET: ABUTMENT
 MD1183_STAMPING: W 158 1946
 MD1183_MARK LOGO: CGS
 MD1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1183
 MD1183  HISTORY     - Date     Condition        Report By
 MD1183  HISTORY     - 1946     MONUMENTED       CGS
 MD1183
 MD1183                          STATION DESCRIPTION
 MD1183
 MD1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1183'7.6 MI SW FROM LIGONIER.
 MD1183'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1183'LIGONIER, THENCE ABOUT 6.55 MILE WEST ALONG U.S. HIGHWAY 6, ABOUT
 MD1183'0.75 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 13 LEADING NORTH,
 MD1183'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 50
 MD1183'FOOT STEEL BRIDGE OVER SOLOMAN CREEK, 15 FEET SOUTH OF THE CENTER
 MD1183'LINE OF THE HIGHWAY, 1.3 FEET SOUTHEAST OF THE PLATE FASTENING
 MD1183'THE GIRDER TO THE ABUTMENT, ABOUT 3.5 FEET BELOW THE HIGHWAY,
 MD1183'AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1136 ***********************************************************************
 MD1136  DESIGNATION -  W 159
 MD1136  PID         -  MD1136
 MD1136  STATE/COUNTY-  IN/KOSCIUSKO
 MD1136  COUNTRY     -  US
 MD1136  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1136
 MD1136                         *CURRENT SURVEY CONTROL
 MD1136  ______________________________________________________________________
 MD1136* NAD 83(1986) POSITION- 41 23 42.     (N) 085 42 43.     (W)   SCALED
 MD1136* NAVD 88 ORTHO HEIGHT -   263.690 (meters)      865.12  (feet) ADJUSTED
 MD1136  ______________________________________________________________________
 MD1136  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 MD1136  DYNAMIC HEIGHT  -        263.581 (meters)      864.77  (feet) COMP
 MD1136  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 MD1136
 MD1136  VERT ORDER      -  SECOND    CLASS 0
 MD1136
 MD1136.The horizontal coordinates were scaled from a map and have
 MD1136.an estimated accuracy of +/- 6 seconds.
 MD1136
 MD1136.The orthometric height was determined by differential leveling and
 MD1136.adjusted by the NATIONAL GEODETIC SURVEY
 MD1136.in June 1991.
 MD1136
 MD1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1136.GEOID18 height accuracy estimate available here.
 MD1136
 MD1136.Click photographs - Photos may exist for this station.
 MD1136
 MD1136.The dynamic height is computed by dividing the NAVD 88
 MD1136.geopotential number by the normal gravity value computed on the
 MD1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1136.degrees latitude (g = 980.6199 gals.).
 MD1136
 MD1136.The modeled gravity was interpolated from observed gravity values.
 MD1136
 MD1136;                    North         East    Units  Estimated Accuracy
 MD1136;SPC IN E     -   682,430.       96,210.      MT  (+/- 180 meters Scaled)
 MD1136
 MD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL076834(NAD 83)
 MD1136
 MD1136                          SUPERSEDED SURVEY CONTROL
 MD1136
 MD1136  NGVD 29 (??/??/92)  263.815  (m)          865.53   (f) ADJ UNCH    2 0
 MD1136
 MD1136.Superseded values are not recommended for survey control.
 MD1136
 MD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1136.See file dsdata.pdf to determine how the superseded data were derived.
 MD1136
 MD1136_MARKER: DB = BENCH MARK DISK
 MD1136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1136_SP_SET: CULVERT HEADWALL
 MD1136_STAMPING: W 159 1946
 MD1136_MARK LOGO: CGS
 MD1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1136+STABILITY: SURFACE MOTION
 MD1136
 MD1136  HISTORY     - Date     Condition        Report By
 MD1136  HISTORY     - 1946     MONUMENTED       CGS
 MD1136  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1136
 MD1136                          STATION DESCRIPTION
 MD1136
 MD1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1136'3.2 MI SE FROM SYRACUSE.
 MD1136'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE BALTIMORE
 MD1136'AND OHIO RAILROAD STATION AT SYRACUSE, ABOUT 0.1 MILE SOUTHEAST
 MD1136'OF A CROSSROADS, 0.1 MILE SOUTHEAST OF A POWER SUB-STATION, AT
 MD1136'THE Y JUNCTION OF A ROAD LEADING NORTH, 24 FEET SOUTHWEST OF
 MD1136'THE CENTER LINE OF THE HIGHWAY, 83 FEET WEST OF THE CENTER LINE
 MD1136'OF THE ROAD NORTH, AND SET IN THE TOP OF THE SOUTHEAST END OF
 MD1136'THE SOUTHWEST CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT UNDER
 MD1136'HIGHWAY 13, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN A DRILL
 MD1136'HOLE.
 MD1136
 MD1136                          STATION RECOVERY (1997)
 MD1136
 MD1136'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1270 ***********************************************************************
 LB1270  DESIGNATION -  W 16
 LB1270  PID         -  LB1270
 LB1270  STATE/COUNTY-  IN/NEWTON
 LB1270  COUNTRY     -  US
 LB1270  USGS QUAD   -  MOROCCO (2019)
 LB1270
 LB1270                         *CURRENT SURVEY CONTROL
 LB1270  ______________________________________________________________________
 LB1270* NAD 83(1986) POSITION- 40 55 22.     (N) 087 26 38.     (W)   SCALED
 LB1270* NAVD 88 ORTHO HEIGHT -   214.006 (meters)      702.12  (feet) ADJUSTED
 LB1270  ______________________________________________________________________
 LB1270  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 LB1270  DYNAMIC HEIGHT  -        213.913 (meters)      701.81  (feet) COMP
 LB1270  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 LB1270
 LB1270  VERT ORDER      -  FIRST     CLASS II
 LB1270
 LB1270.The horizontal coordinates were scaled from a map and have
 LB1270.an estimated accuracy of +/- 6 seconds.
 LB1270
 LB1270.The orthometric height was determined by differential leveling and
 LB1270.adjusted by the NATIONAL GEODETIC SURVEY
 LB1270.in June 1991.
 LB1270
 LB1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1270.GEOID18 height accuracy estimate available here.
 LB1270
 LB1270.Click photographs - Photos may exist for this station.
 LB1270
 LB1270.The dynamic height is computed by dividing the NAVD 88
 LB1270.geopotential number by the normal gravity value computed on the
 LB1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1270.degrees latitude (g = 980.6199 gals.).
 LB1270
 LB1270.The modeled gravity was interpolated from observed gravity values.
 LB1270
 LB1270;                    North         East    Units  Estimated Accuracy
 LB1270;SPC IN W     -   630,050.      869,630.      MT  (+/- 180 meters Scaled)
 LB1270
 LB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626302(NAD 83)
 LB1270
 LB1270                          SUPERSEDED SURVEY CONTROL
 LB1270
 LB1270  NGVD 29 (??/??/92)  214.077  (m)          702.35   (f) ADJ UNCH    1 2
 LB1270
 LB1270.Superseded values are not recommended for survey control.
 LB1270
 LB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1270.See file dsdata.pdf to determine how the superseded data were derived.
 LB1270
 LB1270_MARKER: DB = BENCH MARK DISK
 LB1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1270_SP_SET: BRIDGE PIER
 LB1270_STAMPING: W 16 1934
 LB1270_MARK LOGO: CGS
 LB1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1270
 LB1270  HISTORY     - Date     Condition        Report By
 LB1270  HISTORY     - 1934     MONUMENTED       CGS
 LB1270  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1270
 LB1270                          STATION DESCRIPTION
 LB1270
 LB1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1270'1.7 MI S FROM MOROCCO.
 LB1270'1.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1270'STATION AT MOROCCO, NEWTON COUNTY, AT THE OVERHEAD BRIDGE OF U.S.
 LB1270'HIGHWAY 41, IN THE EAST FACE OF THE MOST NORTHERLY PIER WEST OF
 LB1270'THE TRACK, 22 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK,
 LB1270'AND ABOUT 5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LB1270'W 16 1934 AND SET VERTICALLY.
 LB1270
 LB1270                          STATION RECOVERY (2018)
 LB1270
 LB1270'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1270'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1122 ***********************************************************************
 MD1122  DESIGNATION -  W 160
 MD1122  PID         -  MD1122
 MD1122  STATE/COUNTY-  IN/KOSCIUSKO
 MD1122  COUNTRY     -  US
 MD1122  USGS QUAD   -  PIERCETON (2019)
 MD1122
 MD1122                         *CURRENT SURVEY CONTROL
 MD1122  ______________________________________________________________________
 MD1122* NAD 83(1986) POSITION- 41 14 11.     (N) 085 41 58.     (W)   SCALED
 MD1122* NAVD 88 ORTHO HEIGHT -   272.025 (meters)      892.47  (feet) ADJUSTED
 MD1122  ______________________________________________________________________
 MD1122  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 MD1122  DYNAMIC HEIGHT  -        271.911 (meters)      892.09  (feet) COMP
 MD1122  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 MD1122
 MD1122  VERT ORDER      -  SECOND    CLASS 0
 MD1122
 MD1122.The horizontal coordinates were scaled from a map and have
 MD1122.an estimated accuracy of +/- 6 seconds.
 MD1122
 MD1122.The orthometric height was determined by differential leveling and
 MD1122.adjusted by the NATIONAL GEODETIC SURVEY
 MD1122.in June 1991.
 MD1122
 MD1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1122.GEOID18 height accuracy estimate available here.
 MD1122
 MD1122.Click photographs - Photos may exist for this station.
 MD1122
 MD1122.The dynamic height is computed by dividing the NAVD 88
 MD1122.geopotential number by the normal gravity value computed on the
 MD1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1122.degrees latitude (g = 980.6199 gals.).
 MD1122
 MD1122.The modeled gravity was interpolated from observed gravity values.
 MD1122
 MD1122;                    North         East    Units  Estimated Accuracy
 MD1122;SPC IN E     -   664,810.       97,250.      MT  (+/- 180 meters Scaled)
 MD1122
 MD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL089658(NAD 83)
 MD1122
 MD1122                          SUPERSEDED SURVEY CONTROL
 MD1122
 MD1122  NGVD 29 (??/??/92)  272.145  (m)          892.86   (f) ADJ UNCH    2 0
 MD1122
 MD1122.Superseded values are not recommended for survey control.
 MD1122
 MD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1122.See file dsdata.pdf to determine how the superseded data were derived.
 MD1122
 MD1122_MARKER: DB = BENCH MARK DISK
 MD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1122_STAMPING: W 160 1946
 MD1122_MARK LOGO: CGS
 MD1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1122+STABILITY: SURFACE MOTION
 MD1122
 MD1122  HISTORY     - Date     Condition        Report By
 MD1122  HISTORY     - 1946     MONUMENTED       CGS
 MD1122  HISTORY     - 1969     GOOD             CGS
 MD1122  HISTORY     - 19971125 GOOD             USPSQD
 MD1122
 MD1122                          STATION DESCRIPTION
 MD1122
 MD1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1122'2.8 MI N FROM PIERCETON.
 MD1122'2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 MD1122'PIERCETON, AT THE INTERSECTION OF OLD HIGHWAY 30, ABOUT 180
 MD1122'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY, 160 FEET
 MD1122'NORTH OF THE CENTER LINE OF OLD HIGHWAY 30, 41 FEET EAST OF THE
 MD1122'CENTER LINE OF HIGHWAY 13, 1 FOOT SOUTH OF A HIGHWAY RIGHT-OF-WAY
 MD1122'MARKER, IN LINE WITH A NORTH-SOUTH FENCE LINE, ABOUT 2 FEET BELOW
 MD1122'THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 MD1122'PROJECTING 4 INCHES.  S.W.P. WITHIN 1 FOOT EAST OF BENCH MARK.
 MD1122
 MD1122                          STATION RECOVERY (1997)
 MD1122
 MD1122'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0845 ***********************************************************************
 MD0845  DESIGNATION -  W 161
 MD0845  PID         -  MD0845
 MD0845  STATE/COUNTY-  IN/NOBLE
 MD0845  COUNTRY     -  US
 MD0845  USGS QUAD   -  KENDALLVILLE (2019)
 MD0845
 MD0845                         *CURRENT SURVEY CONTROL
 MD0845  ______________________________________________________________________
 MD0845* NAD 83(2011) POSITION- 41 24 29.77189(N) 085 15 26.98263(W)   ADJUSTED
 MD0845* NAD 83(2011) ELLIP HT-   281.405 (meters)        (09/21/23)   ADJUSTED
 MD0845* NAD 83(2011) EPOCH   -  2010.00
 MD0845* NAVD 88 ORTHO HEIGHT -   314.507 (meters)     1031.85  (feet) ADJUSTED
 MD0845  ______________________________________________________________________
 MD0845  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 MD0845  NAD 83(2011) X  -    396,104.048 (meters)                     COMP
 MD0845  NAD 83(2011) Y  - -4,774,531.055 (meters)                     COMP
 MD0845  NAD 83(2011) Z  -  4,196,722.785 (meters)                     COMP
 MD0845  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 MD0845  DYNAMIC HEIGHT  -        314.382 (meters)     1031.43  (feet) COMP
 MD0845  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 MD0845
 MD0845  VERT ORDER      -  SECOND    CLASS I
 MD0845
 MD0845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0845  Standards:
 MD0845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0845  -------------------------------------------------------------------
 MD0845  NETWORK    0.61   1.16           0.27   0.23   0.59      0.02463230
 MD0845  -------------------------------------------------------------------
 MD0845  Click here for local accuracies and other accuracy information.
 MD0845
 MD0845.The horizontal coordinates were established by GPS observations
 MD0845.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 MD0845
 MD0845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0845.been affixed to the stable North American tectonic plate. See 
 MD0845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0845
 MD0845.The horizontal coordinates are valid at the epoch date displayed above
 MD0845.which is a decimal equivalence of Year/Month/Day.
 MD0845
 MD0845.The orthometric height was determined by differential leveling and
 MD0845.adjusted by the NATIONAL GEODETIC SURVEY
 MD0845.in March 2022.
 MD0845
 MD0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0845.GEOID18 height accuracy estimate available here.
 MD0845
 MD0845.Click photographs - Photos may exist for this station.
 MD0845
 MD0845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0845
 MD0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0845
 MD0845.The ellipsoidal height was determined by GPS observations
 MD0845.and is referenced to NAD 83.
 MD0845
 MD0845.The dynamic height is computed by dividing the NAVD 88
 MD0845.geopotential number by the normal gravity value computed on the
 MD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0845.degrees latitude (g = 980.6199 gals.).
 MD0845
 MD0845.The modeled gravity was interpolated from observed gravity values.
 MD0845
 MD0845. The following values were computed from the NAD 83(2011) position.
 MD0845
 MD0845;                    North         East     Units Scale Factor Converg.
 MD0845;SPC IN E     -   683,979.071   134,211.314   MT  0.99998106   +0 16 14.3
 MD0845;SPC IN E     - 2,244,021.34    440,324.95   sFT  0.99998106   +0 16 14.3
 MD0845;UTM  16      - 4,585,545.580   645,642.168   MT  0.99986105   +1 09 09.8
 MD0845
 MD0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0845!SPC IN E     -   0.99995586  x   0.99998106  =   0.99993692
 MD0845!UTM  16      -   0.99995586  x   0.99986105  =   0.99981692
 MD0845
 MD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4564285545(NAD 83)
 MD0845
 MD0845                          SUPERSEDED SURVEY CONTROL
 MD0845
 MD0845  NAVD 88 (06/15/91)  314.495  (m)         1031.81   (f) SUPERSEDED  2 0
 MD0845  NGVD 29 (??/??/92)  314.632  (m)         1032.26   (f) ADJ UNCH    2 0
 MD0845
 MD0845.Superseded values are not recommended for survey control.
 MD0845
 MD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0845.See file dsdata.pdf to determine how the superseded data were derived.
 MD0845
 MD0845_MARKER: DB = BENCH MARK DISK
 MD0845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0845_SP_SET: CULVERT HEADWALL
 MD0845_STAMPING: W 161 1946
 MD0845_MARK LOGO: CGS
 MD0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0845+STABILITY: SURFACE MOTION
 MD0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0845+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2018
 MD0845
 MD0845  HISTORY     - Date     Condition        Report By
 MD0845  HISTORY     - 1946     MONUMENTED       CGS
 MD0845  HISTORY     - 1962     GOOD             CGS
 MD0845  HISTORY     - 20061117 GOOD             INDIV
 MD0845  HISTORY     - 20180207 GOOD             INDOT
 MD0845
 MD0845                          STATION DESCRIPTION
 MD0845
 MD0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0845'0.2 MI S FROM LISBON.
 MD0845'ABOUT 0.2 MILE S ALONG NO. 3 INDIANA HWY. FROM THE CROSSROADS
 MD0845'AT LISBON, 22-1/2 FEET E OF CENTER LINE OF HWY., 0.5 FOOT LOWER
 MD0845'THAN SAME, 1.0 FEET N OF S END OF THE 8-FOOT CURBWALL OF A 5-FOOT
 MD0845'CONCRETE CULVERT, SET IN A DRILL HOLE.
 MD0845
 MD0845                          STATION RECOVERY (2006)
 MD0845
 MD0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0845'MARK IS APP. 1400' SOUTHEAST OF INTERSECTION OF LISBON RD AND OLD
 MD0845'STATE ROAD NO. 3 (REFERRED TO AS NO. 3 INDIANA HWY. IN ORIGINAL
 MD0845'DESCRIPTION).  OLD STATE ROAD NO. 3 IS WEST OF INDIANA STATE ROAD NO.
 MD0845'3.
 MD0845
 MD0845                          STATION RECOVERY (2018)
 MD0845
 MD0845'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0845'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF
 MD0845'GARRETT, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF CORUNNA AND 2.3 MI (3.7 KM)
 MD0845'SOUTH OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MD0845'
 MD0845'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE ROAD 3 (A
 MD0845'LIMITED ACCESS FACILITY), TRAVEL 3.29 MI (5.29 KM) SOUTH AND SOUTHEAST
 MD0845'ALONG STATE ROAD 3 TO WEST LISBON ROAD, TURN RIGHT (WEST) AND TRAVEL
 MD0845'170 FT (51.8 M) TO SOUTH LIMA ROAD, TURN LEFT (SOUTH) AND TRAVEL 0.23
 MD0845'MI (0.37 KM) TO THE MONUMENT ON A HEADWALL ON THE LEFT (EAST) SIDE OF
 MD0845'THE ROAD.
 MD0845'
 MD0845'THE STATION IS LOCATED 22 FT (6.7 M) EAST OF THE SOUTH LIMA ROAD
 MD0845'CENTERLINE, 40 FT (12.2 M) NORTHWEST OF POWER POLE N0313 I81, 37 FT
 MD0845'(11.3 M) SOUTH OF A GAS PIPELINE MARKER, AND 1 FT (0.3 M) NORTH OF THE
 MD0845'SOUTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0852 ***********************************************************************
 MD0852  DESIGNATION -  W 162
 MD0852  PID         -  MD0852
 MD0852  STATE/COUNTY-  IN/NOBLE
 MD0852  COUNTRY     -  US
 MD0852  USGS QUAD   -  GARRETT (2019)
 MD0852
 MD0852                         *CURRENT SURVEY CONTROL
 MD0852  ______________________________________________________________________
 MD0852* NAD 83(1986) POSITION- 41 21 55.52   (N) 085 14 18.57   (W)   HD_HELD1
 MD0852* NAVD 88 ORTHO HEIGHT -   296.228 (meters)      971.87  (feet) ADJUSTED
 MD0852  ______________________________________________________________________
 MD0852  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 MD0852  DYNAMIC HEIGHT  -        296.110 (meters)      971.49  (feet) COMP
 MD0852  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 MD0852
 MD0852  VERT ORDER      -  SECOND    CLASS 0
 MD0852
 MD0852.The horizontal coordinates were determined by differentially corrected
 MD0852.hand held GPS observations or other comparable positioning techniques
 MD0852.and have an estimated accuracy of +/- 3 meters.
 MD0852
 MD0852.The orthometric height was determined by differential leveling and
 MD0852.adjusted by the NATIONAL GEODETIC SURVEY
 MD0852.in June 1991.
 MD0852
 MD0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0852.GEOID18 height accuracy estimate available here.
 MD0852
 MD0852.Click photographs - Photos may exist for this station.
 MD0852
 MD0852.The dynamic height is computed by dividing the NAVD 88
 MD0852.geopotential number by the normal gravity value computed on the
 MD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0852.degrees latitude (g = 980.6199 gals.).
 MD0852
 MD0852.The modeled gravity was interpolated from observed gravity values.
 MD0852
 MD0852;                    North         East    Units  Estimated Accuracy
 MD0852;SPC IN E     -   679,228.2     135,823.7     MT  (+/- 3 meters HH1 GPS) 
 MD0852
 MD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4732780820(NAD 83)
 MD0852
 MD0852                          SUPERSEDED SURVEY CONTROL
 MD0852
 MD0852  NGVD 29 (??/??/92)  296.370  (m)          972.34   (f) ADJ UNCH    2 0
 MD0852
 MD0852.Superseded values are not recommended for survey control.
 MD0852
 MD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0852.See file dsdata.pdf to determine how the superseded data were derived.
 MD0852
 MD0852_MARKER: DB = BENCH MARK DISK
 MD0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0852_SP_SET: BUILDING WALL
 MD0852_STAMPING: W 162 1946
 MD0852_MARK LOGO: CGS
 MD0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0852+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2018
 MD0852
 MD0852  HISTORY     - Date     Condition        Report By
 MD0852  HISTORY     - 1946     MONUMENTED       CGS
 MD0852  HISTORY     - 1962     GOOD             CGS
 MD0852  HISTORY     - 20180510 GOOD             INDOT
 MD0852
 MD0852                          STATION DESCRIPTION
 MD0852
 MD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0852'IN AVILLA.
 MD0852'AT AVILLA, NOBLE COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 3
 MD0852'AND 8, SET IN THE WEST WALL AT THE SOUTHWEST CORNER OF THE
 MD0852'COMMUNITY STATE BANK BUILDING, 117 FEET SOUTH OF THE CENTERLINE
 MD0852'OF STATE HIGHWAY 8, 37 FEET EAST OF THE CENTERLINE OF STATE
 MD0852'HIGHWAY 3, 1.4 FEET NORTH OF THE SOUTHWEST CORNER, 3.9 FEET
 MD0852'ABOVE THE SIDEWALK, AND SET VERTICALLY IN A DRILL HOLE.
 MD0852
 MD0852                          STATION RECOVERY (2018)
 MD0852
 MD0852'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 MD0852'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0883 ***********************************************************************
 MD0883  DESIGNATION -  W 163
 MD0883  PID         -  MD0883
 MD0883  STATE/COUNTY-  IN/NOBLE
 MD0883  COUNTRY     -  US
 MD0883  USGS QUAD   -  MERRIAM (2019)
 MD0883
 MD0883                         *CURRENT SURVEY CONTROL
 MD0883  ______________________________________________________________________
 MD0883* NAD 83(1986) POSITION- 41 21 59.     (N) 085 24 01.     (W)   SCALED
 MD0883* NAVD 88 ORTHO HEIGHT -   301.534 (meters)      989.28  (feet) ADJUSTED
 MD0883  ______________________________________________________________________
 MD0883  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 MD0883  DYNAMIC HEIGHT  -        301.412 (meters)      988.88  (feet) COMP
 MD0883  MODELED GRAVITY -    980,212.8   (mgal)                       NAVD 88
 MD0883
 MD0883  VERT ORDER      -  SECOND    CLASS 0
 MD0883
 MD0883.The horizontal coordinates were scaled from a map and have
 MD0883.an estimated accuracy of +/- 6 seconds.
 MD0883
 MD0883.The orthometric height was determined by differential leveling and
 MD0883.adjusted by the NATIONAL GEODETIC SURVEY
 MD0883.in June 1991.
 MD0883
 MD0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0883.GEOID18 height accuracy estimate available here.
 MD0883
 MD0883.Click photographs - Photos may exist for this station.
 MD0883
 MD0883.The dynamic height is computed by dividing the NAVD 88
 MD0883.geopotential number by the normal gravity value computed on the
 MD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0883.degrees latitude (g = 980.6199 gals.).
 MD0883
 MD0883.The modeled gravity was interpolated from observed gravity values.
 MD0883
 MD0883;                    North         East    Units  Estimated Accuracy
 MD0883;SPC IN E     -   679,280.      122,290.      MT  (+/- 180 meters Scaled)
 MD0883
 MD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL337806(NAD 83)
 MD0883
 MD0883                          SUPERSEDED SURVEY CONTROL
 MD0883
 MD0883  NGVD 29 (??/??/92)  301.675  (m)          989.75   (f) ADJ UNCH    2 0
 MD0883
 MD0883.Superseded values are not recommended for survey control.
 MD0883
 MD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0883.See file dsdata.pdf to determine how the superseded data were derived.
 MD0883
 MD0883_MARKER: DB = BENCH MARK DISK
 MD0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0883_STAMPING: W 163 1946
 MD0883_MARK LOGO: CGS
 MD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0883+STABILITY: SURFACE MOTION
 MD0883
 MD0883  HISTORY     - Date     Condition        Report By
 MD0883  HISTORY     - 1946     MONUMENTED       CGS
 MD0883  HISTORY     - 1962     GOOD             CGS
 MD0883  HISTORY     - 1969     GOOD             INHD
 MD0883
 MD0883                          STATION DESCRIPTION
 MD0883
 MD0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0883'3.3 MI SE FROM ALBION.
 MD0883'ABOUT 2.0 MILES S ALONG NO. 9 INDIANA HIGHWAY FROM THE COURTHOUSE
 MD0883'IN ALBION, THENCE 1.3 MILES E ALONG COUNTY ROAD TO T-INTERSECTION
 MD0883'AND THE MARK, 61 FEET S OF ONE CENTER LINE, 20 FEET E OF CENTER
 MD0883'LINE OF ROAD LEADING S, ABOUT LEVEL WITH SAME, AND PROJECTING
 MD0883'0.1 FOOT ABOVE GROUND.
 MD0883
 MD0883                          STATION RECOVERY (1969)
 MD0883
 MD0883'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0917 ***********************************************************************
 MD0917  DESIGNATION -  W 164 RESET
 MD0917  PID         -  MD0917
 MD0917  STATE/COUNTY-  IN/NOBLE
 MD0917  COUNTRY     -  US
 MD0917  USGS QUAD   -  MERRIAM (2019)
 MD0917
 MD0917                         *CURRENT SURVEY CONTROL
 MD0917  ______________________________________________________________________
 MD0917* NAD 83(1986) POSITION- 41 21 34.     (N) 085 25 27.     (W)   SCALED
 MD0917* NAVD 88 ORTHO HEIGHT -   270.59  (meters)      887.8   (feet) RESET
 MD0917  ______________________________________________________________________
 MD0917  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 MD0917  VERT ORDER      -  THIRD
 MD0917
 MD0917.The horizontal coordinates were scaled from a map and have
 MD0917.an estimated accuracy of +/- 6 seconds.
 MD0917
 MD0917.The orthometric height was computed from unverified reset data.
 MD0917
 MD0917.No vertical observational check was made to the station.
 MD0917
 MD0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0917.GEOID18 height accuracy estimate available here.
 MD0917
 MD0917.Click photographs - Photos may exist for this station.
 MD0917
 MD0917;                    North         East    Units  Estimated Accuracy
 MD0917;SPC IN E     -   678,500.      120,290.      MT  (+/- 180 meters Scaled)
 MD0917
 MD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318798(NAD 83)
 MD0917
 MD0917                          SUPERSEDED SURVEY CONTROL
 MD0917
 MD0917  NGVD 29 (??/??/??)  270.73   (m)          888.2    (f) RESET       3  
 MD0917
 MD0917.Superseded values are not recommended for survey control.
 MD0917
 MD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0917.See file dsdata.pdf to determine how the superseded data were derived.
 MD0917
 MD0917_MARKER: DB = BENCH MARK DISK
 MD0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0917_STAMPING: W 164 RESET 1966
 MD0917_MARK LOGO: CGS
 MD0917_PROJECTION: PROJECTING 8 CENTIMETERS
 MD0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0917+STABILITY: SURFACE MOTION
 MD0917
 MD0917  HISTORY     - Date     Condition        Report By
 MD0917  HISTORY     - 1966     MONUMENTED       CGS
 MD0917
 MD0917                          STATION DESCRIPTION
 MD0917
 MD0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0917'2.5 MI S FROM ALBION.
 MD0917'2.5 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE
 MD0917'AT ALBION, ABOUT 0.4 MILE NORTH OF A T ROAD WEST, ABOUT 0.5
 MD0917'MILE SOUTH OF A CROSSROAD, 108.5 FEET WEST OF THE CENTER OF
 MD0917'U.S. HIGHWAY 9, 20 FEET NORTH OF THE CENTER OF A GRAVELED
 MD0917'DRIVEWAY, 9 FEET NORTH OF A CORNER FENCE POST, 1.5 FEET NORTH OF
 MD0917'A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AND IS SET IN THE
 MD0917'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0918 ***********************************************************************
 MD0918  DESIGNATION -  W 164 RESET
 MD0918  PID         -  MD0918
 MD0918  STATE/COUNTY-  IN/NOBLE
 MD0918  COUNTRY     -  US
 MD0918  USGS QUAD   -  MERRIAM (2019)
 MD0918
 MD0918                         *CURRENT SURVEY CONTROL
 MD0918  ______________________________________________________________________
 MD0918* NAD 83(1986) POSITION- 41 21 34.     (N) 085 25 27.     (W)   SCALED
 MD0918* NAVD 88 ORTHO HEIGHT -   273.06  (meters)      895.9   (feet) RESET
 MD0918  ______________________________________________________________________
 MD0918  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 MD0918  VERT ORDER      -  THIRD
 MD0918
 MD0918.The horizontal coordinates were scaled from a map and have
 MD0918.an estimated accuracy of +/- 6 seconds.
 MD0918
 MD0918.The orthometric height was computed from unverified reset data.
 MD0918
 MD0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0918.GEOID18 height accuracy estimate available here.
 MD0918
 MD0918.Click photographs - Photos may exist for this station.
 MD0918
 MD0918;                    North         East    Units  Estimated Accuracy
 MD0918;SPC IN E     -   678,500.      120,290.      MT  (+/- 180 meters Scaled)
 MD0918
 MD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318798(NAD 83)
 MD0918
 MD0918                          SUPERSEDED SURVEY CONTROL
 MD0918
 MD0918  NGVD 29 (??/??/??)  271.98   (m)          892.3    (f) RESET       3  
 MD0918
 MD0918.Superseded values are not recommended for survey control.
 MD0918
 MD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0918.See file dsdata.pdf to determine how the superseded data were derived.
 MD0918
 MD0918_MARKER: DB = BENCH MARK DISK
 MD0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0918_STAMPING: W 164 RESET 1967
 MD0918_MARK LOGO: CGS
 MD0918_PROJECTION: PROJECTING 13 CENTIMETERS
 MD0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0918+STABILITY: SURFACE MOTION
 MD0918
 MD0918  HISTORY     - Date     Condition        Report By
 MD0918  HISTORY     - 1967     MONUMENTED       CGS
 MD0918
 MD0918                          STATION DESCRIPTION
 MD0918
 MD0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MD0918'2.5 MI S FROM ALBION.
 MD0918'2.5 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 MD0918'ALBION, ON THE SOUTH SIDE OF A DRIVEWAY OWNED BY MR. HARRY DAVIS
 MD0918'BLACK.  IT IS 300 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12
 MD0918'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 1 FOOT NORTH OF A
 MD0918'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE DISK IS SET
 MD0918'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0981 ***********************************************************************
 MD0981  DESIGNATION -  W 165
 MD0981  PID         -  MD0981
 MD0981  STATE/COUNTY-  IN/WHITLEY
 MD0981  COUNTRY     -  US
 MD0981  USGS QUAD   -  LORANE (2019)
 MD0981
 MD0981                         *CURRENT SURVEY CONTROL
 MD0981  ______________________________________________________________________
 MD0981* NAD 83(1986) POSITION- 41 09 40.     (N) 085 32 04.     (W)   SCALED
 MD0981* NAVD 88 ORTHO HEIGHT -   266.759 (meters)      875.19  (feet) ADJUSTED
 MD0981  ______________________________________________________________________
 MD0981  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 MD0981  DYNAMIC HEIGHT  -        266.652 (meters)      874.84  (feet) COMP
 MD0981  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 MD0981
 MD0981  VERT ORDER      -  FIRST     CLASS I
 MD0981
 MD0981.The horizontal coordinates were scaled from a map and have
 MD0981.an estimated accuracy of +/- 6 seconds.
 MD0981
 MD0981.The orthometric height was determined by differential leveling and
 MD0981.adjusted by the NATIONAL GEODETIC SURVEY
 MD0981.in April 1995.
 MD0981
 MD0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0981.GEOID18 height accuracy estimate available here.
 MD0981
 MD0981.Click photographs - Photos may exist for this station.
 MD0981
 MD0981.The dynamic height is computed by dividing the NAVD 88
 MD0981.geopotential number by the normal gravity value computed on the
 MD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0981.degrees latitude (g = 980.6199 gals.).
 MD0981
 MD0981.The modeled gravity was interpolated from observed gravity values.
 MD0981
 MD0981;                    North         East    Units  Estimated Accuracy
 MD0981;SPC IN E     -   656,460.      111,100.      MT  (+/- 180 meters Scaled)
 MD0981
 MD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL229576(NAD 83)
 MD0981
 MD0981                          SUPERSEDED SURVEY CONTROL
 MD0981
 MD0981  NAVD 88 (06/15/91)  266.739  (m)          875.13   (f) SUPERSEDED  1 1
 MD0981  NGVD 29 (01/19/93)  266.906  (m)          875.67   (f) ADJUSTED    1 1
 MD0981  NGVD 29 (??/??/92)  266.887  (m)          875.61   (f) SUPERSEDED  1 1
 MD0981
 MD0981.Superseded values are not recommended for survey control.
 MD0981
 MD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0981.See file dsdata.pdf to determine how the superseded data were derived.
 MD0981
 MD0981_MARKER: DB = BENCH MARK DISK
 MD0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0981_STAMPING: W 165 1946
 MD0981_MARK LOGO: CGS
 MD0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0981+STABILITY: SURFACE MOTION
 MD0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0981+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0981
 MD0981  HISTORY     - Date     Condition        Report By
 MD0981  HISTORY     - 1946     MONUMENTED       CGS
 MD0981  HISTORY     - 1968     GOOD             CGS
 MD0981  HISTORY     - 19921009 GOOD             NGS
 MD0981
 MD0981                          STATION DESCRIPTION
 MD0981
 MD0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0981'2.6 MI NW FROM COLUMBIA CITY.
 MD0981'ABOUT 2.6 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD
 MD0981'FROM THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT
 MD0981'0.3 MILE WEST OF MILEPOST 341, 91 FEET SOUTHEAST OF THE CENTER
 MD0981'OF THE CROSSING OF WOLFE ROAD AND THE EASTBOUND TRACK, 68.2 FEET
 MD0981'SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 33 FEET EAST
 MD0981'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 MD0981'FENCE LINE, 1.4 FEET EAST OF A METAL WITNESS POST, 3 FEET
 MD0981'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0981'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC
 MD0981'8, T 31N, R 9E.  NOTE-- 1968 LEVELING INDICATE THIS MARK IS
 MD0981'ONE DECIMETER HIGHER.
 MD0981
 MD0981                          STATION RECOVERY (1992)
 MD0981
 MD0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0981'4.1 KM (2.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0981'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 20.8 M (68.2 FT) SOUTH
 MD0981'OF THE NEAR RAIL, 12.7 M (41.7 FT) SOUTHWEST OF A UTILITY POLE WITH A
 MD0981'GUY CABLE, 10.1 M (33.1 FT) EAST OF THE CENTER OF WOLF ROAD, 6.9 M
 MD0981'(22.6 FT) NORTHEAST OF UTILITY POLE NUMBER 00632, 1.0 M (3.3 FT)
 MD0981'BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST-SOUTHEAST OF A
 MD0981'WITNESS POST, 0.2 M (0.7 FT) NORTH OF A FENCE, AND THE MONUMENT
 MD0981'PROJECTS 0.13 M (0.43 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0194 ***********************************************************************
 ME0194  DESIGNATION -  W 166
 ME0194  PID         -  ME0194
 ME0194  STATE/COUNTY-  IN/MARSHALL
 ME0194  COUNTRY     -  US
 ME0194  USGS QUAD   -  LA PAZ (2019)
 ME0194
 ME0194                         *CURRENT SURVEY CONTROL
 ME0194  ______________________________________________________________________
 ME0194* NAD 83(1986) POSITION- 41 23 05.     (N) 086 18 49.     (W)   SCALED
 ME0194* NAVD 88 ORTHO HEIGHT -   249.278 (meters)      817.84  (feet) ADJUSTED
 ME0194  ______________________________________________________________________
 ME0194  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0194  DYNAMIC HEIGHT  -        249.175 (meters)      817.50  (feet) COMP
 ME0194  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 ME0194
 ME0194  VERT ORDER      -  SECOND    CLASS 0
 ME0194
 ME0194.The horizontal coordinates were scaled from a map and have
 ME0194.an estimated accuracy of +/- 6 seconds.
 ME0194
 ME0194.The orthometric height was determined by differential leveling and
 ME0194.adjusted by the NATIONAL GEODETIC SURVEY
 ME0194.in June 1991.
 ME0194
 ME0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0194.GEOID18 height accuracy estimate available here.
 ME0194
 ME0194.Click photographs - Photos may exist for this station.
 ME0194
 ME0194.The dynamic height is computed by dividing the NAVD 88
 ME0194.geopotential number by the normal gravity value computed on the
 ME0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0194.degrees latitude (g = 980.6199 gals.).
 ME0194
 ME0194.The modeled gravity was interpolated from observed gravity values.
 ME0194
 ME0194;                    North         East    Units  Estimated Accuracy
 ME0194;SPC IN E     -   681,490.       45,890.      MT  (+/- 180 meters Scaled)
 ME0194
 ME0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL573816(NAD 83)
 ME0194
 ME0194                          SUPERSEDED SURVEY CONTROL
 ME0194
 ME0194  NGVD 29 (??/??/92)  249.394  (m)          818.22   (f) ADJ UNCH    2 0
 ME0194
 ME0194.Superseded values are not recommended for survey control.
 ME0194
 ME0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0194.See file dsdata.pdf to determine how the superseded data were derived.
 ME0194
 ME0194_MARKER: DB = BENCH MARK DISK
 ME0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0194_STAMPING: W 166 1946
 ME0194_MARK LOGO: CGS
 ME0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0194+STABILITY: SURFACE MOTION
 ME0194
 ME0194  HISTORY     - Date     Condition        Report By
 ME0194  HISTORY     - 1946     MONUMENTED       CGS
 ME0194  HISTORY     - 1987     GOOD             USPSQD
 ME0194  HISTORY     - 1988     GOOD             USPSQD
 ME0194
 ME0194                          STATION DESCRIPTION
 ME0194
 ME0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0194'2.8 MI N FROM PLYMOUTH.
 ME0194'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0194'OF U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 0.5 MILE NORTH OF THE
 ME0194'CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE ALTON CAROTHER FARM,
 ME0194'97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 47
 ME0194'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF
 ME0194'THE CENTER LINE OF THE SOUTH DRIVEWAY, 12 FEET SOUTH OF A FENCE
 ME0194'CORNER, 2.0 FEET WEST OF THE FENCE, ABOUT 2 FEET HIGHER THAN
 ME0194'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0194'3 INCHES.
 ME0194
 ME0194                          STATION RECOVERY (1987)
 ME0194
 ME0194'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0194'RECOVERED IN GOOD CONDITION.
 ME0194
 ME0194                          STATION RECOVERY (1988)
 ME0194
 ME0194'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0046 ***********************************************************************
 ME0046  DESIGNATION -  W 167
 ME0046  PID         -  ME0046
 ME0046  STATE/COUNTY-  IN/ST JOSEPH
 ME0046  COUNTRY     -  US
 ME0046  USGS QUAD   -  SOUTH BEND WEST (2019)
 ME0046
 ME0046                         *CURRENT SURVEY CONTROL
 ME0046  ______________________________________________________________________
 ME0046* NAD 83(1986) POSITION- 41 39 14.     (N) 086 15 08.     (W)   SCALED
 ME0046* NAVD 88 ORTHO HEIGHT -   227.064 (meters)      744.96  (feet) ADJUSTED
 ME0046  ______________________________________________________________________
 ME0046  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME0046  DYNAMIC HEIGHT  -        226.975 (meters)      744.67  (feet) COMP
 ME0046  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 ME0046
 ME0046  VERT ORDER      -  SECOND    CLASS 0
 ME0046
 ME0046.The horizontal coordinates were scaled from a map and have
 ME0046.an estimated accuracy of +/- 6 seconds.
 ME0046
 ME0046.The orthometric height was determined by differential leveling and
 ME0046.adjusted by the NATIONAL GEODETIC SURVEY
 ME0046.in June 1991.
 ME0046
 ME0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0046.GEOID18 height accuracy estimate available here.
 ME0046
 ME0046.Click photographs - Photos may exist for this station.
 ME0046
 ME0046.The dynamic height is computed by dividing the NAVD 88
 ME0046.geopotential number by the normal gravity value computed on the
 ME0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0046.degrees latitude (g = 980.6199 gals.).
 ME0046
 ME0046.The modeled gravity was interpolated from observed gravity values.
 ME0046
 ME0046;                    North         East    Units  Estimated Accuracy
 ME0046;SPC IN E     -   711,340.       51,230.      MT  (+/- 180 meters Scaled)
 ME0046
 ME0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM622116(NAD 83)
 ME0046
 ME0046                          SUPERSEDED SURVEY CONTROL
 ME0046
 ME0046  NGVD 29 (??/??/92)  227.180  (m)          745.34   (f) ADJ UNCH    2 0
 ME0046
 ME0046.Superseded values are not recommended for survey control.
 ME0046
 ME0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0046.See file dsdata.pdf to determine how the superseded data were derived.
 ME0046
 ME0046_MARKER: DB = BENCH MARK DISK
 ME0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0046_STAMPING: W 167 1946
 ME0046_MARK LOGO: CGS
 ME0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0046+STABILITY: SURFACE MOTION
 ME0046
 ME0046  HISTORY     - Date     Condition        Report By
 ME0046  HISTORY     - 1946     MONUMENTED       CGS
 ME0046  HISTORY     - 20060309 MARK NOT FOUND   INDIV
 ME0046
 ME0046                          STATION DESCRIPTION
 ME0046
 ME0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0046'1 MI S FROM SOUTH BEND.
 ME0046'AT SOUTH BEND, ABOUT 1.0 MILE SOUTH ALONG THE PENNSYLVANIA
 ME0046'RAILROAD FROM THE STATION, IN THE SOUTHEAST ANGLE OF THE CROSSING
 ME0046'OF WEST CALVERT STREET, 52 FEET SOUTHWEST OF THE NORTHWEST CORNER
 ME0046'OF THE INTERSTATE DISTRIBUTING CO. BUILDING, 45 FEET SOUTH OF
 ME0046'THE CENTER LINE OF THE STREET, 13 FEET EAST OF THE EAST RAIL
 ME0046'OF THE MAIN TRACK, 6.0 FEET NORTH OF A SIGNAL CONTROL BOX POLE,
 ME0046'ABOUT 1 FOOT HIGHER THAN THE TRACK, AND IN THE TOP OF A CONCRETE
 ME0046'POST PROJECTING ABOUT 5 INCHES.
 ME0046
 ME0046                          STATION RECOVERY (2006)
 ME0046
 ME0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0046'INTERSTATE DISTRIBUTING COMPANY BUILDING AND SIGNAL CONTROL BOX POLE
 ME0046'ARE GONE, STATION APPEARS TO HAVE BEEN REMOVED DURING GRADING
 ME0046'OPERATIONS ALONG THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0164 ***********************************************************************
 ME0164  DESIGNATION -  W 168
 ME0164  PID         -  ME0164
 ME0164  STATE/COUNTY-  IN/MARSHALL
 ME0164  COUNTRY     -  US
 ME0164  USGS QUAD   -  BREMEN (2019)
 ME0164
 ME0164                         *CURRENT SURVEY CONTROL
 ME0164  ______________________________________________________________________
 ME0164* NAD 83(1986) POSITION- 41 26 45.4    (N) 086 08 48.0    (W)   HD_HELD2
 ME0164* NAVD 88 ORTHO HEIGHT -   260.572 (meters)      854.89  (feet) ADJUSTED
 ME0164  ______________________________________________________________________
 ME0164  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 ME0164  DYNAMIC HEIGHT  -        260.464 (meters)      854.54  (feet) COMP
 ME0164  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 ME0164
 ME0164  VERT ORDER      -  SECOND    CLASS 0
 ME0164
 ME0164.The horizontal coordinates were established by autonomous hand held GPS
 ME0164.observations and have an estimated accuracy of +/- 10 meters.
 ME0164
 ME0164.The orthometric height was determined by differential leveling and
 ME0164.adjusted by the NATIONAL GEODETIC SURVEY
 ME0164.in June 1991.
 ME0164
 ME0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0164.GEOID18 height accuracy estimate available here.
 ME0164
 ME0164.Click photographs - Photos may exist for this station.
 ME0164
 ME0164.The dynamic height is computed by dividing the NAVD 88
 ME0164.geopotential number by the normal gravity value computed on the
 ME0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0164.degrees latitude (g = 980.6199 gals.).
 ME0164
 ME0164.The modeled gravity was interpolated from observed gravity values.
 ME0164
 ME0164;                    North         East    Units  Estimated Accuracy
 ME0164;SPC IN E     -   688,194.       59,890.      MT  (+/- 10 meters HH2 GPS)
 ME0164
 ME0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7128188614(NAD 83)
 ME0164
 ME0164                          SUPERSEDED SURVEY CONTROL
 ME0164
 ME0164  NGVD 29 (??/??/92)  260.689  (m)          855.28   (f) ADJ UNCH    2 0
 ME0164
 ME0164.Superseded values are not recommended for survey control.
 ME0164
 ME0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0164.See file dsdata.pdf to determine how the superseded data were derived.
 ME0164
 ME0164_MARKER: DB = BENCH MARK DISK
 ME0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0164_SP_SET: BUILDING
 ME0164_STAMPING: W 168 1946
 ME0164_MARK LOGO: CGS
 ME0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0164
 ME0164  HISTORY     - Date     Condition        Report By
 ME0164  HISTORY     - 1946     MONUMENTED       CGS
 ME0164  HISTORY     - 1988     GOOD             USPSQD
 ME0164  HISTORY     - 19940826 GOOD             USPSQD
 ME0164
 ME0164                          STATION DESCRIPTION
 ME0164
 ME0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0164'AT BREMEN.
 ME0164'AT BREMEN, 1 BLOCK SOUTH OF THE BREMEN STATE BANK, IN THE EAST
 ME0164'BRICK WALL OF THE TOWN HALL AND FIRE STATION, 1.7 FEET SOUTH OF
 ME0164'THE NORTHEAST CORNER, AND 2.5 FEET ABOVE THE PAVED DRIVEWAY.
 ME0164
 ME0164                          STATION RECOVERY (1988)
 ME0164
 ME0164'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 ME0164'RECOVERED IN GOOD CONDITION.
 ME0164
 ME0164                          STATION RECOVERY (1994)
 ME0164
 ME0164'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0183 ***********************************************************************
 ME0183  DESIGNATION -  W 169
 ME0183  PID         -  ME0183
 ME0183  STATE/COUNTY-  IN/MARSHALL
 ME0183  COUNTRY     -  US
 ME0183  USGS QUAD   -  BREMEN (2019)
 ME0183
 ME0183                         *CURRENT SURVEY CONTROL
 ME0183  ______________________________________________________________________
 ME0183* NAD 83(1986) POSITION- 41 24 17.     (N) 086 08 11.     (W)   SCALED
 ME0183* NAVD 88 ORTHO HEIGHT -   246.133 (meters)      807.52  (feet) ADJUSTED
 ME0183  ______________________________________________________________________
 ME0183  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 ME0183  DYNAMIC HEIGHT  -        246.031 (meters)      807.19  (feet) COMP
 ME0183  MODELED GRAVITY -    980,201.4   (mgal)                       NAVD 88
 ME0183
 ME0183  VERT ORDER      -  SECOND    CLASS 0
 ME0183
 ME0183.The horizontal coordinates were scaled from a map and have
 ME0183.an estimated accuracy of +/- 6 seconds.
 ME0183
 ME0183.The orthometric height was determined by differential leveling and
 ME0183.adjusted by the NATIONAL GEODETIC SURVEY
 ME0183.in June 1991.
 ME0183
 ME0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0183.GEOID18 height accuracy estimate available here.
 ME0183
 ME0183.Click photographs - Photos may exist for this station.
 ME0183
 ME0183.The dynamic height is computed by dividing the NAVD 88
 ME0183.geopotential number by the normal gravity value computed on the
 ME0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0183.degrees latitude (g = 980.6199 gals.).
 ME0183
 ME0183.The modeled gravity was interpolated from observed gravity values.
 ME0183
 ME0183;                    North         East    Units  Estimated Accuracy
 ME0183;SPC IN E     -   683,610.       60,720.      MT  (+/- 180 meters Scaled)
 ME0183
 ME0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL721840(NAD 83)
 ME0183
 ME0183                          SUPERSEDED SURVEY CONTROL
 ME0183
 ME0183  NGVD 29 (??/??/92)  246.252  (m)          807.91   (f) ADJ UNCH    2 0
 ME0183
 ME0183.Superseded values are not recommended for survey control.
 ME0183
 ME0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0183.See file dsdata.pdf to determine how the superseded data were derived.
 ME0183
 ME0183_MARKER: DB = BENCH MARK DISK
 ME0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0183_STAMPING: W 169 1946
 ME0183_MARK LOGO: CGS
 ME0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0183+STABILITY: SURFACE MOTION
 ME0183
 ME0183  HISTORY     - Date     Condition        Report By
 ME0183  HISTORY     - 1946     MONUMENTED       CGS
 ME0183  HISTORY     - 19940830 GOOD             USPSQD
 ME0183
 ME0183                          STATION DESCRIPTION
 ME0183
 ME0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0183'1 MI W FROM MUNCIE CORNER.
 ME0183'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0183'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, IN THE NORTHEAST
 ME0183'QUARTER OF THE INTERSECTION OF A NORTH-AND-SOUTH GRAVEL ROAD,
 ME0183'52 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 20
 ME0183'FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 3.0
 ME0183'FEET NORTH OF AN IRON-PIPE GATEPOST, 1.5 FEET WEST OF THE FENCE, ABOUT
 ME0183'1 FOOT HIGHER THAN THE ROADS, AND IN THE TOP OF A CONCRETE POST
 ME0183'PROJECTING ABOUT 6 INCHES.  NOTE-- THIS BENCH MARK MAY BE REACHED
 ME0183'FROM THE BREMEN STATE BANK AT BREMEN BY GOING ABOUT 4.2 MILES
 ME0183'SOUTH ALONG STATE HIGHWAY 331 AND THENCE ABOUT 1.0 MILE WEST
 ME0183'ALONG A GRAVEL ROAD.
 ME0183
 ME0183                          STATION RECOVERY (1994)
 ME0183
 ME0183'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0915 ***********************************************************************
 ME0915  DESIGNATION -  W 17
 ME0915  PID         -  ME0915
 ME0915  STATE/COUNTY-  IN/LAKE
 ME0915  COUNTRY     -  US
 ME0915  USGS QUAD   -  HIGHLAND (2019)
 ME0915
 ME0915                         *CURRENT SURVEY CONTROL
 ME0915  ______________________________________________________________________
 ME0915* NAD 83(1986) POSITION- 41 30 35.     (N) 087 27 59.     (W)   SCALED
 ME0915* NAVD 88 ORTHO HEIGHT -   198.245 (meters)      650.41  (feet) ADJUSTED
 ME0915  ______________________________________________________________________
 ME0915  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 ME0915  DYNAMIC HEIGHT  -        198.169 (meters)      650.16  (feet) COMP
 ME0915  MODELED GRAVITY -    980,232.5   (mgal)                       NAVD 88
 ME0915
 ME0915  VERT ORDER      -  FIRST     CLASS II
 ME0915
 ME0915.The horizontal coordinates were scaled from a map and have
 ME0915.an estimated accuracy of +/- 6 seconds.
 ME0915
 ME0915.The orthometric height was determined by differential leveling and
 ME0915.adjusted by the NATIONAL GEODETIC SURVEY
 ME0915.in June 1991.
 ME0915
 ME0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0915.GEOID18 height accuracy estimate available here.
 ME0915
 ME0915.Click photographs - Photos may exist for this station.
 ME0915
 ME0915.The dynamic height is computed by dividing the NAVD 88
 ME0915.geopotential number by the normal gravity value computed on the
 ME0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0915.degrees latitude (g = 980.6199 gals.).
 ME0915
 ME0915.The modeled gravity was interpolated from observed gravity values.
 ME0915
 ME0915;                    North         East    Units  Estimated Accuracy
 ME0915;SPC IN W     -   695,240.      868,020.      MT  (+/- 180 meters Scaled)
 ME0915
 ME0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610954(NAD 83)
 ME0915
 ME0915                          SUPERSEDED SURVEY CONTROL
 ME0915
 ME0915  NGVD 29 (??/??/92)  198.339  (m)          650.72   (f) ADJ UNCH    1 2
 ME0915
 ME0915.Superseded values are not recommended for survey control.
 ME0915
 ME0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0915.See file dsdata.pdf to determine how the superseded data were derived.
 ME0915
 ME0915_MARKER: DB = BENCH MARK DISK
 ME0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0915_SP_SET: ABUTMENT
 ME0915_STAMPING: W 17 1934
 ME0915_MARK LOGO: CGS
 ME0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0915+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2018
 ME0915
 ME0915  HISTORY     - Date     Condition        Report By
 ME0915  HISTORY     - 1934     MONUMENTED       CGS
 ME0915  HISTORY     - 1946     GOOD             CGS
 ME0915  HISTORY     - 20100310 GOOD             LFA
 ME0915  HISTORY     - 20180312 GOOD             IN-089
 ME0915
 ME0915                          STATION DESCRIPTION
 ME0915
 ME0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0915'3.4 MI S FROM HIGHLAND.
 ME0915'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0915'STATION AT HIGHLAND, LAKE COUNTY, AT BRIDGE 29.85 OVER THE
 ME0915'ELGIN, JOLIET AND EASTERN RAILWAY AND THE MICHIGAN CENTRAL
 ME0915'RAILROAD TRACKS, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 ME0915'9.5 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND
 ME0915'ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 ME0915'W 17 1934.
 ME0915
 ME0915                          STATION RECOVERY (2010)
 ME0915
 ME0915'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0915'RECOVERED IN GOOD CONDITION.
 ME0915
 ME0915                          STATION RECOVERY (2018)
 ME0915
 ME0915'RECOVERY NOTE BY LAKE COUNTY INDIANA 2018 (JJJ)
 ME0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1321 ***********************************************************************
 MD1321  DESIGNATION -  W 171
 MD1321  PID         -  MD1321
 MD1321  STATE/COUNTY-  IN/KOSCIUSKO
 MD1321  COUNTRY     -  US
 MD1321  USGS QUAD   -  BOURBON (2019)
 MD1321
 MD1321                         *CURRENT SURVEY CONTROL
 MD1321  ______________________________________________________________________
 MD1321* NAD 83(1986) POSITION- 41 19 41.     (N) 085 59 59.     (W)   SCALED
 MD1321* NAVD 88 ORTHO HEIGHT -   258.255 (meters)      847.29  (feet) ADJUSTED
 MD1321  ______________________________________________________________________
 MD1321  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 MD1321  DYNAMIC HEIGHT  -        258.149 (meters)      846.94  (feet) COMP
 MD1321  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 MD1321
 MD1321  VERT ORDER      -  SECOND    CLASS 0
 MD1321
 MD1321.The horizontal coordinates were scaled from a map and have
 MD1321.an estimated accuracy of +/- 6 seconds.
 MD1321
 MD1321.The orthometric height was determined by differential leveling and
 MD1321.adjusted by the NATIONAL GEODETIC SURVEY
 MD1321.in June 1991.
 MD1321
 MD1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1321.GEOID18 height accuracy estimate available here.
 MD1321
 MD1321.Click photographs - Photos may exist for this station.
 MD1321
 MD1321.The dynamic height is computed by dividing the NAVD 88
 MD1321.geopotential number by the normal gravity value computed on the
 MD1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1321.degrees latitude (g = 980.6199 gals.).
 MD1321
 MD1321.The modeled gravity was interpolated from observed gravity values.
 MD1321
 MD1321;                    North         East    Units  Estimated Accuracy
 MD1321;SPC IN E     -   675,040.       72,120.      MT  (+/- 180 meters Scaled)
 MD1321
 MD1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL837756(NAD 83)
 MD1321
 MD1321                          SUPERSEDED SURVEY CONTROL
 MD1321
 MD1321  NGVD 29 (??/??/92)  258.380  (m)          847.70   (f) ADJ UNCH    2 0
 MD1321
 MD1321.Superseded values are not recommended for survey control.
 MD1321
 MD1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1321.See file dsdata.pdf to determine how the superseded data were derived.
 MD1321
 MD1321_MARKER: DB = BENCH MARK DISK
 MD1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1321_STAMPING: W 171 1946
 MD1321_MARK LOGO: CGS
 MD1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1321+STABILITY: SURFACE MOTION
 MD1321
 MD1321  HISTORY     - Date     Condition        Report By
 MD1321  HISTORY     - 1946     MONUMENTED       CGS
 MD1321  HISTORY     - 1989     GOOD             USPSQD
 MD1321  HISTORY     - 19960530 GOOD             USPSQD
 MD1321
 MD1321                          STATION DESCRIPTION
 MD1321
 MD1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1321'5.5 MI NW FROM ATWOOD.
 MD1321'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MD1321'ATWOOD, THENCE ABOUT 4.4 MILES NORTH ALONG A COUNTY ROAD LEADING
 MD1321'TO THE EAST MILLWOOD SCHOOL, 0.3 MILE NORTH OF A GRAVEL CROSSROADS,
 MD1321'AT THE HENRY J. MAST FARM, 104 FEET SOUTHEAST OF THE SOUTHEAST
 MD1321'CORNER OF THE FARM HOUSE, 19 FEET WEST OF THE CENTER LINE OF
 MD1321'THE ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 7
 MD1321'FEET SOUTH OF THE CORNER OF AN ELECTRIC FENCE, 1.5 FOOT EAST OF
 MD1321'THE FENCE, ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF
 MD1321'A CONCRETE POST PROJECTING 5 INCHES.
 MD1321
 MD1321                          STATION RECOVERY (1989)
 MD1321
 MD1321'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 MD1321'RECOVERED IN GOOD CONDITION.
 MD1321
 MD1321                          STATION RECOVERY (1996)
 MD1321
 MD1321'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1638 ***********************************************************************
 LA1638  DESIGNATION -  W 172
 LA1638  PID         -  LA1638
 LA1638  STATE/COUNTY-  IN/WABASH
 LA1638  COUNTRY     -  US
 LA1638  USGS QUAD   -  WABASH (2019)
 LA1638
 LA1638                         *CURRENT SURVEY CONTROL
 LA1638  ______________________________________________________________________
 LA1638* NAD 83(1986) POSITION- 40 48 45.     (N) 085 50 01.     (W)   SCALED
 LA1638* NAVD 88 ORTHO HEIGHT -   237.949 (meters)      780.67  (feet) ADJUSTED
 LA1638  ______________________________________________________________________
 LA1638  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 LA1638  DYNAMIC HEIGHT  -        237.835 (meters)      780.30  (feet) COMP
 LA1638  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 LA1638
 LA1638  VERT ORDER      -  FIRST     CLASS II
 LA1638
 LA1638.The horizontal coordinates were scaled from a map and have
 LA1638.an estimated accuracy of +/- 6 seconds.
 LA1638
 LA1638.The orthometric height was determined by differential leveling and
 LA1638.adjusted by the NATIONAL GEODETIC SURVEY
 LA1638.in June 1991.
 LA1638
 LA1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1638.GEOID18 height accuracy estimate available here.
 LA1638
 LA1638.Click photographs - Photos may exist for this station.
 LA1638
 LA1638.The dynamic height is computed by dividing the NAVD 88
 LA1638.geopotential number by the normal gravity value computed on the
 LA1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1638.degrees latitude (g = 980.6199 gals.).
 LA1638
 LA1638.The modeled gravity was interpolated from observed gravity values.
 LA1638
 LA1638;                    North         East    Units  Estimated Accuracy
 LA1638;SPC IN E     -   617,750.       85,920.      MT  (+/- 180 meters Scaled)
 LA1638
 LA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL983185(NAD 83)
 LA1638
 LA1638                          SUPERSEDED SURVEY CONTROL
 LA1638
 LA1638  NGVD 29 (??/??/92)  238.073  (m)          781.08   (f) ADJ UNCH    1 2
 LA1638
 LA1638.Superseded values are not recommended for survey control.
 LA1638
 LA1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1638.See file dsdata.pdf to determine how the superseded data were derived.
 LA1638
 LA1638_MARKER: DB = BENCH MARK DISK
 LA1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1638_STAMPING: W 172 1946
 LA1638_MARK LOGO: CGS
 LA1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1638+STABILITY: SURFACE MOTION
 LA1638
 LA1638  HISTORY     - Date     Condition        Report By
 LA1638  HISTORY     - 1946     MONUMENTED       CGS
 LA1638  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1638
 LA1638                          STATION DESCRIPTION
 LA1638
 LA1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1638'0.7 MI NW FROM WABASH.
 LA1638'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 LA1638'WITH U.S. HIGHWAY 24 AT WABASH, AT THE WHITTENBERGER AIRPORT, 66
 LA1638'FEET SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT CAFE BUILDING,
 LA1638'13 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 3 FEET EAST
 LA1638'OF POWER POLE NO. 112/414, 1 FOOT NORTH OF THE EAST-WEST FENCE
 LA1638'LINE ALONG THE SOUTH EDGE OF THE FIELD, ABOUT 1 FOOT ABOVE THE
 LA1638'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA1638
 LA1638                          STATION RECOVERY (2006)
 LA1638
 LA1638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1638'WHITTENBERGER AIRPORT DEMOLISHED PER WABASH COUNTY SURVEYOR'S OFFICE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1865 ***********************************************************************
 LA1865  DESIGNATION -  W 173
 LA1865  PID         -  LA1865
 LA1865  STATE/COUNTY-  IN/GRANT
 LA1865  COUNTRY     -  US
 LA1865  USGS QUAD   -  SWEETSER (2019)
 LA1865
 LA1865                         *CURRENT SURVEY CONTROL
 LA1865  ______________________________________________________________________
 LA1865* NAD 83(1986) POSITION- 40 37 27.47   (N) 085 47 16.99   (W)   HD_HELD1
 LA1865* NAVD 88 ORTHO HEIGHT -   251.254 (meters)      824.32  (feet) ADJUSTED
 LA1865  ______________________________________________________________________
 LA1865  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 LA1865  DYNAMIC HEIGHT  -        251.128 (meters)      823.91  (feet) COMP
 LA1865  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 LA1865
 LA1865  VERT ORDER      -  SECOND    CLASS 0
 LA1865
 LA1865.The horizontal coordinates were determined by differentially corrected
 LA1865.hand held GPS observations or other comparable positioning techniques
 LA1865.and have an estimated accuracy of +/- 3 meters.
 LA1865
 LA1865.The orthometric height was determined by differential leveling and
 LA1865.adjusted by the NATIONAL GEODETIC SURVEY
 LA1865.in June 1991.
 LA1865
 LA1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1865.GEOID18 height accuracy estimate available here.
 LA1865
 LA1865.Click photographs - Photos may exist for this station.
 LA1865
 LA1865.The dynamic height is computed by dividing the NAVD 88
 LA1865.geopotential number by the normal gravity value computed on the
 LA1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1865.degrees latitude (g = 980.6199 gals.).
 LA1865
 LA1865.The modeled gravity was interpolated from observed gravity values.
 LA1865
 LA1865;                    North         East    Units  Estimated Accuracy
 LA1865;SPC IN E     -   596,844.8      89,729.7     MT  (+/- 3 meters HH1 GPS) 
 LA1865
 LA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0250497757(NAD 83)
 LA1865
 LA1865                          SUPERSEDED SURVEY CONTROL
 LA1865
 LA1865  NGVD 29 (??/??/92)  251.381  (m)          824.74   (f) ADJ UNCH    2 0
 LA1865
 LA1865.Superseded values are not recommended for survey control.
 LA1865
 LA1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1865.See file dsdata.pdf to determine how the superseded data were derived.
 LA1865
 LA1865_MARKER: DB = BENCH MARK DISK
 LA1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1865_STAMPING: W 173 1946
 LA1865_MARK LOGO: CGS
 LA1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1865+STABILITY: SURFACE MOTION
 LA1865
 LA1865  HISTORY     - Date     Condition        Report By
 LA1865  HISTORY     - 1946     MONUMENTED       CGS
 LA1865
 LA1865                          STATION DESCRIPTION
 LA1865
 LA1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1865'2.4 MI W FROM JALAPA.
 LA1865'ABOUT 2.45 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS
 LA1865'AT JALAPA, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF A
 LA1865'GRAVEL CROSS ROAD, 31 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA1865'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1865'12.5 FEET EAST OF AN IRON PIPE FENCE CORNER POST, 12 FEET EAST
 LA1865'OF POWER POLE GR 141/F15, 1 FOOT NORTH OF THE FENCE LINE, ABOUT
 LA1865'LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 LA1865'POST PROJECTING 6 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1598 ***********************************************************************
 LA1598  DESIGNATION -  W 174
 LA1598  PID         -  LA1598
 LA1598  STATE/COUNTY-  IN/GRANT
 LA1598  COUNTRY     -  US
 LA1598  USGS QUAD   -  MARION (2019)
 LA1598
 LA1598                         *CURRENT SURVEY CONTROL
 LA1598  ______________________________________________________________________
 LA1598* NAD 83(1986) POSITION- 40 33 18.     (N) 085 41 34.     (W)   SCALED
 LA1598* NAVD 88 ORTHO HEIGHT -   258.655 (meters)      848.60  (feet) ADJUSTED
 LA1598  ______________________________________________________________________
 LA1598  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 LA1598  DYNAMIC HEIGHT  -        258.524 (meters)      848.17  (feet) COMP
 LA1598  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 LA1598
 LA1598  VERT ORDER      -  FIRST     CLASS II
 LA1598
 LA1598.The horizontal coordinates were scaled from a map and have
 LA1598.an estimated accuracy of +/- 6 seconds.
 LA1598
 LA1598.The orthometric height was determined by differential leveling and
 LA1598.adjusted by the NATIONAL GEODETIC SURVEY
 LA1598.in June 1991.
 LA1598
 LA1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1598.GEOID18 height accuracy estimate available here.
 LA1598
 LA1598.Click photographs - Photos may exist for this station.
 LA1598
 LA1598.The dynamic height is computed by dividing the NAVD 88
 LA1598.geopotential number by the normal gravity value computed on the
 LA1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1598.degrees latitude (g = 980.6199 gals.).
 LA1598
 LA1598.The modeled gravity was interpolated from observed gravity values.
 LA1598
 LA1598;                    North         East    Units  Estimated Accuracy
 LA1598;SPC IN E     -   589,140.       97,790.      MT  (+/- 180 meters Scaled)
 LA1598
 LA1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK106901(NAD 83)
 LA1598
 LA1598                          SUPERSEDED SURVEY CONTROL
 LA1598
 LA1598  NGVD 29 (??/??/92)  258.780  (m)          849.01   (f) ADJ UNCH    1 2
 LA1598
 LA1598.Superseded values are not recommended for survey control.
 LA1598
 LA1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1598.See file dsdata.pdf to determine how the superseded data were derived.
 LA1598
 LA1598_MARKER: DB = BENCH MARK DISK
 LA1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1598_STAMPING: W 174 1946
 LA1598_MARK LOGO: CGS
 LA1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1598+STABILITY: SURFACE MOTION
 LA1598
 LA1598  HISTORY     - Date     Condition        Report By
 LA1598  HISTORY     - 1946     MONUMENTED       CGS
 LA1598
 LA1598                          STATION DESCRIPTION
 LA1598
 LA1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1598'AT MARION.
 LA1598'AT MARION, AT THE WEST SIDE AIRPORT, 1.5 FEET WEST OF THE WEST
 LA1598'END OF THE CORRUGATED METAL HANGER, 2.5 FEET SOUTHWEST OF THE
 LA1598'NORTHWEST CORNER OF THE HANGER, 28 FEET NORTH-NORTHWEST OF THE
 LA1598'SOUTHWEST CORNER OF THE HANGER, AND SET IN THE TOP OF A CONCRETE
 LA1598'POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0269 ***********************************************************************
 LB0269  DESIGNATION -  W 175 RESET
 LB0269  PID         -  LB0269
 LB0269  STATE/COUNTY-  IN/MIAMI
 LB0269  COUNTRY     -  US
 LB0269  USGS QUAD   -  ONWARD (2019)
 LB0269
 LB0269                         *CURRENT SURVEY CONTROL
 LB0269  ______________________________________________________________________
 LB0269* NAD 83(1986) POSITION- 40 41 33.     (N) 086 07 42.     (W)   SCALED
 LB0269* NAVD 88 ORTHO HEIGHT -   237.94  (meters)      780.6   (feet) RESET
 LB0269  ______________________________________________________________________
 LB0269  GEOID HEIGHT    -        -34.281 (meters)                     GEOID18
 LB0269  VERT ORDER      -  THIRD
 LB0269
 LB0269.The horizontal coordinates were scaled from a map and have
 LB0269.an estimated accuracy of +/- 6 seconds.
 LB0269
 LB0269.The orthometric height was computed from unverified reset data.
 LB0269
 LB0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0269.GEOID18 height accuracy estimate available here.
 LB0269
 LB0269.Click photographs - Photos may exist for this station.
 LB0269
 LB0269;                    North         East    Units  Estimated Accuracy
 LB0269;SPC IN E     -   604,510.       60,980.      MT  (+/- 180 meters Scaled)
 LB0269
 LB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL736049(NAD 83)
 LB0269
 LB0269                          SUPERSEDED SURVEY CONTROL
 LB0269
 LB0269.No superseded survey control is available for this station.
 LB0269
 LB0269_MARKER: DB = BENCH MARK DISK
 LB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0269_STAMPING: W 175 RESET 1968
 LB0269_MARK LOGO: CGS
 LB0269_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0269+STABILITY: SURFACE MOTION
 LB0269
 LB0269  HISTORY     - Date     Condition        Report By
 LB0269  HISTORY     - 1968     MONUMENTED       CGS
 LB0269
 LB0269                          STATION DESCRIPTION
 LB0269
 LB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0269'1 MI S FROM NEAD.
 LB0269'1.0 MILE SOUTH OF NEAD ALONG U.S. HIGHWAY 31 IN THE NORTHWEST
 LB0269'ANGLE OF AN INTERSECTION FORMED BY THE HIGHWAY AND A PAVED
 LB0269'CROSSROAD (ONWARD ROAD), 150 FEET WEST OF THE CENTERLINE OF THE
 LB0269'HIGHWAY, 49 FEET NORTH OF POWER POLE 852/1443, 32 FEET NORTH OF
 LB0269'THE CENTERLINE OF ONWARD ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 LB0269'SOUTHEAST OF A METAL WITNESS POST.  THE DISK IS SET IN THE TOP
 LB0269'OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0424 ***********************************************************************
 ME0424  DESIGNATION -  W 176
 ME0424  PID         -  ME0424
 ME0424  STATE/COUNTY-  IN/MARSHALL
 ME0424  COUNTRY     -  US
 ME0424  USGS QUAD   -  MENTONE (2019)
 ME0424
 ME0424                         *CURRENT SURVEY CONTROL
 ME0424  ______________________________________________________________________
 ME0424* NAD 83(1986) POSITION- 41 14 44.     (N) 086 06 55.     (W)   SCALED
 ME0424* NAVD 88 ORTHO HEIGHT -   242.916 (meters)      796.97  (feet) ADJUSTED
 ME0424  ______________________________________________________________________
 ME0424  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 ME0424  DYNAMIC HEIGHT  -        242.814 (meters)      796.63  (feet) COMP
 ME0424  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 ME0424
 ME0424  VERT ORDER      -  SECOND    CLASS 0
 ME0424
 ME0424.The horizontal coordinates were scaled from a map and have
 ME0424.an estimated accuracy of +/- 6 seconds.
 ME0424
 ME0424.The orthometric height was determined by differential leveling and
 ME0424.adjusted by the NATIONAL GEODETIC SURVEY
 ME0424.in June 1991.
 ME0424
 ME0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0424.GEOID18 height accuracy estimate available here.
 ME0424
 ME0424.Click photographs - Photos may exist for this station.
 ME0424
 ME0424.The dynamic height is computed by dividing the NAVD 88
 ME0424.geopotential number by the normal gravity value computed on the
 ME0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0424.degrees latitude (g = 980.6199 gals.).
 ME0424
 ME0424.The modeled gravity was interpolated from observed gravity values.
 ME0424
 ME0424;                    North         East    Units  Estimated Accuracy
 ME0424;SPC IN E     -   665,930.       62,400.      MT  (+/- 180 meters Scaled)
 ME0424
 ME0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL741663(NAD 83)
 ME0424
 ME0424                          SUPERSEDED SURVEY CONTROL
 ME0424
 ME0424  NGVD 29 (??/??/92)  243.040  (m)          797.37   (f) ADJ UNCH    2 0
 ME0424
 ME0424.Superseded values are not recommended for survey control.
 ME0424
 ME0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0424.See file dsdata.pdf to determine how the superseded data were derived.
 ME0424
 ME0424_MARKER: DB = BENCH MARK DISK
 ME0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0424_STAMPING: W 176 1946
 ME0424_MARK LOGO: CGS
 ME0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0424+STABILITY: SURFACE MOTION
 ME0424
 ME0424  HISTORY     - Date     Condition        Report By
 ME0424  HISTORY     - 1946     MONUMENTED       CGS
 ME0424  HISTORY     - 1984     GOOD             USPSQD
 ME0424  HISTORY     - 1988     GOOD             USPSQD
 ME0424  HISTORY     - 19881113 GOOD             USPSQD
 ME0424  HISTORY     - 19940719 GOOD             USPSQD
 ME0424
 ME0424                          STATION DESCRIPTION
 ME0424
 ME0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0424'2.8 MI N FROM TIPPECANOE.
 ME0424'ABOUT 2.75 MILES NORTH ALONG STATE HIGHWAY 331 FROM THE NEW YORK,
 ME0424'CHICAGO AND ST. LOUIS RAILROAD STATION AT TIPPECANOE, SET IN
 ME0424'THE NORTHEAST QUARTER OF THE INTERSECTION WITH STATE HIGHWAY 10,
 ME0424'150 FEET NORTH OF THE CENTER LINE OF HIGHWAY 10, 34 FEET EAST OF
 ME0424'THE CENTER LINE OF HIGHWAY 331, 11.5 FEET SOUTHEAST OF AN
 ME0424'18-INCH TREE, 2 FEET NORTH OF A VERTICAL RAIL CORNER FENCE POST,
 ME0424'2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF
 ME0424'A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE INTERSECTION
 ME0424'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0424'NOTE-- THIS MARK IS ABOUT 3.4 MILES SOUTH ALONG HIGHWAY 311 FROM
 ME0424'THE PENNSYLVANIA RAILROAD STATION AT BOURBON.
 ME0424
 ME0424                          STATION RECOVERY (1984)
 ME0424
 ME0424'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0424'RECOVERED IN GOOD CONDITION.
 ME0424
 ME0424                          STATION RECOVERY (1988)
 ME0424
 ME0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0424'RECOVERED IN GOOD CONDITION.
 ME0424
 ME0424                          STATION RECOVERY (1988)
 ME0424
 ME0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0424'RECOVERED IN GOOD CONDITION.
 ME0424
 ME0424                          STATION RECOVERY (1994)
 ME0424
 ME0424'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1281 ***********************************************************************
 MD1281  DESIGNATION -  W 177
 MD1281  PID         -  MD1281
 MD1281  STATE/COUNTY-  IN/KOSCIUSKO
 MD1281  COUNTRY     -  US
 MD1281  USGS QUAD   -  SILVER LAKE (2019)
 MD1281
 MD1281                         *CURRENT SURVEY CONTROL
 MD1281  ______________________________________________________________________
 MD1281* NAD 83(1986) POSITION- 41 04 18.     (N) 085 53 50.     (W)   SCALED
 MD1281* NAVD 88 ORTHO HEIGHT -   274.646 (meters)      901.07  (feet) ADJUSTED
 MD1281  ______________________________________________________________________
 MD1281  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 MD1281  DYNAMIC HEIGHT  -        274.524 (meters)      900.67  (feet) COMP
 MD1281  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 MD1281
 MD1281  VERT ORDER      -  SECOND    CLASS 0
 MD1281
 MD1281.The horizontal coordinates were scaled from a map and have
 MD1281.an estimated accuracy of +/- 6 seconds.
 MD1281
 MD1281.The orthometric height was determined by differential leveling and
 MD1281.adjusted by the NATIONAL GEODETIC SURVEY
 MD1281.in June 1991.
 MD1281
 MD1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1281.GEOID18 height accuracy estimate available here.
 MD1281
 MD1281.Click photographs - Photos may exist for this station.
 MD1281
 MD1281.The dynamic height is computed by dividing the NAVD 88
 MD1281.geopotential number by the normal gravity value computed on the
 MD1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1281.degrees latitude (g = 980.6199 gals.).
 MD1281
 MD1281.The modeled gravity was interpolated from observed gravity values.
 MD1281
 MD1281;                    North         East    Units  Estimated Accuracy
 MD1281;SPC IN E     -   646,540.       80,620.      MT  (+/- 180 meters Scaled)
 MD1281
 MD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL926472(NAD 83)
 MD1281
 MD1281                          SUPERSEDED SURVEY CONTROL
 MD1281
 MD1281  NGVD 29 (??/??/92)  274.772  (m)          901.48   (f) ADJ UNCH    2 0
 MD1281
 MD1281.Superseded values are not recommended for survey control.
 MD1281
 MD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1281.See file dsdata.pdf to determine how the superseded data were derived.
 MD1281
 MD1281_MARKER: DB = BENCH MARK DISK
 MD1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1281_STAMPING: W 177 1946
 MD1281_MARK LOGO: CGS
 MD1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1281+STABILITY: SURFACE MOTION
 MD1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1281+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 MD1281
 MD1281  HISTORY     - Date     Condition        Report By
 MD1281  HISTORY     - 1946     MONUMENTED       CGS
 MD1281  HISTORY     - 1969     GOOD             CGS
 MD1281  HISTORY     - 20160315 GOOD             AESPS
 MD1281
 MD1281                          STATION DESCRIPTION
 MD1281
 MD1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD1281'0.3 MI W FROM SILVER LAKE.
 MD1281'0.3 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MD1281'SILVER LAKE, ABOUT 0.2 MILE EAST OF THE WILDARE FARM, AT THE
 MD1281'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, IN THE NORTHWEST
 MD1281'QUARTER OF THE INTERSECTION, 110 FEET SOUTHWEST AND ACROSS THE
 MD1281'NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A BARN, 25 FEET
 MD1281'NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE
 MD1281'CENTERLINE OF THE NORTH-SOUTH (NEER DRIVE) ROAD, 5.5 FEET
 MD1281'NORTHEAST OF A TELEPHONE POLE, 3.0 FEET NORTHEAST OF A CORNER
 MD1281'FENCE POST, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, OF THE
 MD1281'NORTH-SOUTH ROAD, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE CENTER OF
 MD1281'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1281'ABOUT 6 INCHES.  NOTE-- 1 FOOT EAST OF STEEL WITNESS POST WHICH
 MD1281'IS FACING STATE ROAD 14 PAVED ROAD LEADING SOUTH IS PERU ROAD.
 MD1281
 MD1281                          STATION RECOVERY (2016)
 MD1281
 MD1281'RECOVERY NOTE BY AARON E SPRINGER P.S. 2016 (AES)
 MD1281'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0464 ***********************************************************************
 ME0464  DESIGNATION -  W 178
 ME0464  PID         -  ME0464
 ME0464  STATE/COUNTY-  IN/FULTON
 ME0464  COUNTRY     -  US
 ME0464  USGS QUAD   -  KEWANNA (2019)
 ME0464
 ME0464                         *CURRENT SURVEY CONTROL
 ME0464  ______________________________________________________________________
 ME0464* NAD 83(1986) POSITION- 41 03 16.     (N) 086 23 52.     (W)   SCALED
 ME0464* NAVD 88 ORTHO HEIGHT -   234.211 (meters)      768.41  (feet) ADJUSTED
 ME0464  ______________________________________________________________________
 ME0464  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 ME0464  DYNAMIC HEIGHT  -        234.113 (meters)      768.09  (feet) COMP
 ME0464  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME0464
 ME0464  VERT ORDER      -  SECOND    CLASS 0
 ME0464
 ME0464.The horizontal coordinates were scaled from a map and have
 ME0464.an estimated accuracy of +/- 6 seconds.
 ME0464
 ME0464.The orthometric height was determined by differential leveling and
 ME0464.adjusted by the NATIONAL GEODETIC SURVEY
 ME0464.in June 1991.
 ME0464
 ME0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0464.GEOID18 height accuracy estimate available here.
 ME0464
 ME0464.Click photographs - Photos may exist for this station.
 ME0464
 ME0464.The dynamic height is computed by dividing the NAVD 88
 ME0464.geopotential number by the normal gravity value computed on the
 ME0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0464.degrees latitude (g = 980.6199 gals.).
 ME0464
 ME0464.The modeled gravity was interpolated from observed gravity values.
 ME0464
 ME0464;                    North         East    Units  Estimated Accuracy
 ME0464;SPC IN E     -   644,860.       38,540.      MT  (+/- 180 meters Scaled)
 ME0464
 ME0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL506449(NAD 83)
 ME0464
 ME0464                          SUPERSEDED SURVEY CONTROL
 ME0464
 ME0464  NGVD 29 (??/??/92)  234.338  (m)          768.82   (f) ADJ UNCH    2 0
 ME0464
 ME0464.Superseded values are not recommended for survey control.
 ME0464
 ME0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0464.See file dsdata.pdf to determine how the superseded data were derived.
 ME0464
 ME0464_MARKER: DB = BENCH MARK DISK
 ME0464_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0464+WITH SETTING: PAVEMENT
 ME0464_SP_SET: FENCE POST
 ME0464_STAMPING: W 178 1946
 ME0464_MARK LOGO: CGS
 ME0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0464+STABILITY: SURFACE MOTION
 ME0464
 ME0464  HISTORY     - Date     Condition        Report By
 ME0464  HISTORY     - 1946     MONUMENTED       CGS
 ME0464  HISTORY     - 1981     GOOD             BRADY
 ME0464  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0464
 ME0464                          STATION DESCRIPTION
 ME0464
 ME0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0464'10.4 MI SW FROM ROCHESTER.
 ME0464'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 ME0464'AT ROCHESTER, THENCE ABOUT 9.65 MILES WEST ALONG STATE HIGHWAY 14,
 ME0464'ABOUT 0.9 MILE EAST OF THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 ME0464'0.4 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD,
 ME0464'ABOUT 125 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM A LARGE
 ME0464'RED BARN, SET VERTICALLY IN THE NORTH FACE OF A 16 BY 16 INCH
 ME0464'CONCRETE FENCE POST AT A T FENCE CORNER POST IN THE SOUTH
 ME0464'RIGHT-OF-WAY FENCE, 32 FEET SOUTH OF THE CENTER LINE OF THE
 ME0464'HIGHWAY, AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THIS MARK
 ME0464'MAY BE REACHED FROM THE PENNSYLVANIA RAILROAD STATION AT
 ME0464'KEWANNA BY GOING ABOUT 2.5 MILES NORTH ALONG THE RAILROAD, THENCE
 ME0464'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 14.
 ME0464
 ME0464                          STATION RECOVERY (1981)
 ME0464
 ME0464'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1981
 ME0464'RECOVERED IN GOOD CONDITION.
 ME0464
 ME0464                          STATION RECOVERY (1992)
 ME0464
 ME0464'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0244 ***********************************************************************
 LB0244  DESIGNATION -  W 179
 LB0244  PID         -  LB0244
 LB0244  STATE/COUNTY-  IN/MIAMI
 LB0244  COUNTRY     -  US
 LB0244  USGS QUAD   -  PERU (2019)
 LB0244
 LB0244                         *CURRENT SURVEY CONTROL
 LB0244  ______________________________________________________________________
 LB0244* NAD 83(1986) POSITION- 40 51 06.     (N) 086 01 45.     (W)   SCALED
 LB0244* NAVD 88 ORTHO HEIGHT -   217.203 (meters)      712.61  (feet) ADJUSTED
 LB0244  ______________________________________________________________________
 LB0244  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 LB0244  DYNAMIC HEIGHT  -        217.101 (meters)      712.27  (feet) COMP
 LB0244  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 LB0244
 LB0244  VERT ORDER      -  SECOND    CLASS 0
 LB0244
 LB0244.The horizontal coordinates were scaled from a map and have
 LB0244.an estimated accuracy of +/- 6 seconds.
 LB0244
 LB0244.The orthometric height was determined by differential leveling and
 LB0244.adjusted by the NATIONAL GEODETIC SURVEY
 LB0244.in June 1991.
 LB0244
 LB0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0244.GEOID18 height accuracy estimate available here.
 LB0244
 LB0244.Click photographs - Photos may exist for this station.
 LB0244
 LB0244.The dynamic height is computed by dividing the NAVD 88
 LB0244.geopotential number by the normal gravity value computed on the
 LB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0244.degrees latitude (g = 980.6199 gals.).
 LB0244
 LB0244.The modeled gravity was interpolated from observed gravity values.
 LB0244
 LB0244;                    North         East    Units  Estimated Accuracy
 LB0244;SPC IN E     -   622,150.       69,430.      MT  (+/- 180 meters Scaled)
 LB0244
 LB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818227(NAD 83)
 LB0244
 LB0244                          SUPERSEDED SURVEY CONTROL
 LB0244
 LB0244  NGVD 29 (??/??/92)  217.325  (m)          713.01   (f) ADJ UNCH    2 0
 LB0244
 LB0244.Superseded values are not recommended for survey control.
 LB0244
 LB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0244.See file dsdata.pdf to determine how the superseded data were derived.
 LB0244
 LB0244_MARKER: DB = BENCH MARK DISK
 LB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0244_STAMPING: W 179 1946
 LB0244_MARK LOGO: CGS
 LB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0244+STABILITY: SURFACE MOTION
 LB0244
 LB0244  HISTORY     - Date     Condition        Report By
 LB0244  HISTORY     - 1946     MONUMENTED       CGS
 LB0244  HISTORY     - 1946     GOOD             BRADY
 LB0244  HISTORY     - 1989     POOR             USPSQD
 LB0244
 LB0244                          STATION DESCRIPTION
 LB0244
 LB0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0244'0.6 MI S FROM CHILI.
 LB0244'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0244'OFFICE AT CHILI, ABOUT 0.45 MILE SOUTH OF THE EEL RIVER BRIDGE,
 LB0244'AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 70.5 FEET SOUTHWEST
 LB0244'OF THE SOUTHWEST CORNER OF AN OLD ABANDONED HOUSE, 37 FEET
 LB0244'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH
 LB0244'OF THE CENTER LINE OF THE GRAVEL ROAD, 9.5 FEET EAST OF A FENCE
 LB0244'CORNER POST, ABOUT 1.5 FOOT BELOW THE HIGHWAY, AND SET IN THE
 LB0244'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0244
 LB0244                          STATION RECOVERY (1946)
 LB0244
 LB0244'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1946
 LB0244'RECOVERED IN GOOD CONDITION.
 LB0244
 LB0244                          STATION RECOVERY (1989)
 LB0244
 LB0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0244'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0200 ***********************************************************************
 LB0200  DESIGNATION -  W 180 RESET
 LB0200  PID         -  LB0200
 LB0200  STATE/COUNTY-  IN/FULTON
 LB0200  COUNTRY     -  US
 LB0200  USGS QUAD   -  MACY (2019)
 LB0200
 LB0200                         *CURRENT SURVEY CONTROL
 LB0200  ______________________________________________________________________
 LB0200* NAD 83(1986) POSITION- 40 57 43.     (N) 086 11 25.     (W)   SCALED
 LB0200* NAVD 88 ORTHO HEIGHT -   245.91  (meters)      806.8   (feet) RESET
 LB0200  ______________________________________________________________________
 LB0200  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 LB0200  VERT ORDER      -  THIRD
 LB0200
 LB0200.The horizontal coordinates were scaled from a map and have
 LB0200.an estimated accuracy of +/- 6 seconds.
 LB0200
 LB0200.The orthometric height was computed from unverified reset data.
 LB0200
 LB0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0200.GEOID18 height accuracy estimate available here.
 LB0200
 LB0200.Click photographs - Photos may exist for this station.
 LB0200
 LB0200;                    North         East    Units  Estimated Accuracy
 LB0200;SPC IN E     -   634,460.       55,920.      MT  (+/- 180 meters Scaled)
 LB0200
 LB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL681348(NAD 83)
 LB0200
 LB0200                          SUPERSEDED SURVEY CONTROL
 LB0200
 LB0200.No superseded survey control is available for this station.
 LB0200
 LB0200_MARKER: DB = BENCH MARK DISK
 LB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0200_STAMPING: W 180 RESET 1947
 LB0200_MARK LOGO: CGS
 LB0200_PROJECTION: FLUSH
 LB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0200+STABILITY: SURFACE MOTION
 LB0200
 LB0200  HISTORY     - Date     Condition        Report By
 LB0200  HISTORY     - 1947     MONUMENTED       CGS
 LB0200  HISTORY     - 1981     GOOD             LOCSUR
 LB0200  HISTORY     - 1989     GOOD             USPSQD
 LB0200
 LB0200                          STATION DESCRIPTION
 LB0200
 LB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LB0200'3.6 MI W FROM MACY.
 LB0200'3.6 MILES WEST ALONG A PAVED ROAD FROM THE M.E. CHURCH AT MACY,
 LB0200'MIAMI COUNTY, 0.2 MILE WEST OF THE BRIDGE OVER NYONA LAKE, ON
 LB0200'PROPERTY OWNED IN 1947 BY O.W. BROWN, IN THE EAST FENCE LINE OF
 LB0200'THE PROPERTY, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 LB0200'21.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 LB0200'A STANDARD DISK, STAMPED W 180 RESET 1947 AND SET IN THE TOP OF A
 LB0200'12-BY 12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LB0200
 LB0200                          STATION RECOVERY (1981)
 LB0200
 LB0200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LB0200'RECOVERED IN GOOD CONDITION.
 LB0200
 LB0200                          STATION RECOVERY (1989)
 LB0200
 LB0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0179 ***********************************************************************
 LB0179  DESIGNATION -  W 181
 LB0179  PID         -  LB0179
 LB0179  STATE/COUNTY-  IN/CASS
 LB0179  COUNTRY     -  US
 LB0179  USGS QUAD   -  TWELVE MILE (2019)
 LB0179
 LB0179                         *CURRENT SURVEY CONTROL
 LB0179  ______________________________________________________________________
 LB0179* NAD 83(1986) POSITION- 40 50 07.     (N) 086 13 36.     (W)   SCALED
 LB0179* NAVD 88 ORTHO HEIGHT -   223.100 (meters)      731.95  (feet) ADJUSTED
 LB0179  ______________________________________________________________________
 LB0179  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 LB0179  DYNAMIC HEIGHT  -        222.997 (meters)      731.62  (feet) COMP
 LB0179  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 LB0179
 LB0179  VERT ORDER      -  SECOND    CLASS 0
 LB0179
 LB0179.The horizontal coordinates were scaled from a map and have
 LB0179.an estimated accuracy of +/- 6 seconds.
 LB0179
 LB0179.The orthometric height was determined by differential leveling and
 LB0179.adjusted by the NATIONAL GEODETIC SURVEY
 LB0179.in June 1991.
 LB0179
 LB0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0179.GEOID18 height accuracy estimate available here.
 LB0179
 LB0179.Click photographs - Photos may exist for this station.
 LB0179
 LB0179.The dynamic height is computed by dividing the NAVD 88
 LB0179.geopotential number by the normal gravity value computed on the
 LB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0179.degrees latitude (g = 980.6199 gals.).
 LB0179
 LB0179.The modeled gravity was interpolated from observed gravity values.
 LB0179
 LB0179;                    North         East    Units  Estimated Accuracy
 LB0179;SPC IN E     -   620,420.       52,770.      MT  (+/- 180 meters Scaled)
 LB0179
 LB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL652207(NAD 83)
 LB0179
 LB0179                          SUPERSEDED SURVEY CONTROL
 LB0179
 LB0179  NGVD 29 (??/??/92)  223.218  (m)          732.34   (f) ADJ UNCH    2 0
 LB0179
 LB0179.Superseded values are not recommended for survey control.
 LB0179
 LB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0179.See file dsdata.pdf to determine how the superseded data were derived.
 LB0179
 LB0179_MARKER: DB = BENCH MARK DISK
 LB0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0179_STAMPING: W 181 1946
 LB0179_MARK LOGO: CGS
 LB0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0179+STABILITY: SURFACE MOTION
 LB0179
 LB0179  HISTORY     - Date     Condition        Report By
 LB0179  HISTORY     - 1946     MONUMENTED       CGS
 LB0179  HISTORY     - 1989     GOOD             USPSQD
 LB0179
 LB0179                          STATION DESCRIPTION
 LB0179
 LB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0179'2.2 MI S FROM TWELVE MILE.
 LB0179'ABOUT 2.2 MILES SOUTH ALONG A ROAD LEADING TO HOOVERS FROM THE
 LB0179'SCHOOL AT TWELVE MILE, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A
 LB0179'GRAVEL ROAD LEADING WEST, SET AT A CURVE IN THE ROAD WITH TANGENTS
 LB0179'EXTENDING SOUTH AND EAST, 59 FEET NORTH AND ACROSS THE ROAD FROM
 LB0179'THE NORTHWEST CORNER OF A BARN, 58 FEET WEST SOUTHWEST OF THE
 LB0179'SOUTHWEST CORNER OF A FARM HOUSE, 31 FEET NORTH OF THE CENTER
 LB0179'LINE OF THE ROAD, 10 FEET WEST OF A 10 INCH CEDAR TREE, 9 FEET
 LB0179'SOUTH OF A POWER POLE WITH A TRANSFORMER, ABOUT 0.5 FOOT ABOVE THE
 LB0179'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0179
 LB0179                          STATION RECOVERY (1989)
 LB0179
 LB0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0185 ***********************************************************************
 LB0185  DESIGNATION -  W 182
 LB0185  PID         -  LB0185
 LB0185  STATE/COUNTY-  IN/CASS
 LB0185  COUNTRY     -  US
 LB0185  USGS QUAD   -  TWELVE MILE (2019)
 LB0185
 LB0185                         *CURRENT SURVEY CONTROL
 LB0185  ______________________________________________________________________
 LB0185* NAD 83(1986) POSITION- 40 46 57.     (N) 086 11 33.     (W)   SCALED
 LB0185* NAVD 88 ORTHO HEIGHT -   233.295 (meters)      765.40  (feet) ADJUSTED
 LB0185  ______________________________________________________________________
 LB0185  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 LB0185  DYNAMIC HEIGHT  -        233.185 (meters)      765.04  (feet) COMP
 LB0185  MODELED GRAVITY -    980,145.8   (mgal)                       NAVD 88
 LB0185
 LB0185  VERT ORDER      -  SECOND    CLASS 0
 LB0185
 LB0185.The horizontal coordinates were scaled from a map and have
 LB0185.an estimated accuracy of +/- 6 seconds.
 LB0185
 LB0185.The orthometric height was determined by differential leveling and
 LB0185.adjusted by the NATIONAL GEODETIC SURVEY
 LB0185.in June 1991.
 LB0185
 LB0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0185.GEOID18 height accuracy estimate available here.
 LB0185
 LB0185.Click photographs - Photos may exist for this station.
 LB0185
 LB0185.The dynamic height is computed by dividing the NAVD 88
 LB0185.geopotential number by the normal gravity value computed on the
 LB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0185.degrees latitude (g = 980.6199 gals.).
 LB0185
 LB0185.The modeled gravity was interpolated from observed gravity values.
 LB0185
 LB0185;                    North         East    Units  Estimated Accuracy
 LB0185;SPC IN E     -   614,540.       55,620.      MT  (+/- 180 meters Scaled)
 LB0185
 LB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL681149(NAD 83)
 LB0185
 LB0185                          SUPERSEDED SURVEY CONTROL
 LB0185
 LB0185  NGVD 29 (??/??/92)  233.415  (m)          765.80   (f) ADJ UNCH    2 0
 LB0185
 LB0185.Superseded values are not recommended for survey control.
 LB0185
 LB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0185.See file dsdata.pdf to determine how the superseded data were derived.
 LB0185
 LB0185_MARKER: DB = BENCH MARK DISK
 LB0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0185_STAMPING: W 182 1946
 LB0185_MARK LOGO: CGS
 LB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0185+STABILITY: SURFACE MOTION
 LB0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0185+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2015
 LB0185
 LB0185  HISTORY     - Date     Condition        Report By
 LB0185  HISTORY     - 1946     MONUMENTED       CGS
 LB0185  HISTORY     - 1989     GOOD             USPSQD
 LB0185  HISTORY     - 20151221 GOOD             INDOT
 LB0185
 LB0185                          STATION DESCRIPTION
 LB0185
 LB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0185'2.2 MI SE FROM HOOVERS.
 LB0185'ABOUT 2.2 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO NEW
 LB0185'WAVERYLY FROM THE M.E. CHURCH AT HOOVERS, ABOUT 0.25 MILE NORTH
 LB0185'OF THE JUNCTION OF AN EAST-WEST ROAD, SET AT A T FENCE CORNER
 LB0185'IN THE WEST RIGHT-OF-WAY FENCE, 134 FEET NORTH OF A TELEPHONE
 LB0185'POLE, 57 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH THE ROW
 LB0185'OF POLES, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FOOT
 LB0185'SOUTH OF THE T FENCE CORNER POST, ABOUT LEVEL WITH THE CENTER LINE
 LB0185'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0185'6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE WABASH RAILWAY
 LB0185'STATION AT NEW WAVERLY BY GOING ABOUT 0.2 MILE EAST, THENCE 1.4
 LB0185'MILE NORTH ALONG A GRAVEL ROAD LEADING TO HOOVERS.
 LB0185
 LB0185                          STATION RECOVERY (1989)
 LB0185
 LB0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0185'RECOVERED IN GOOD CONDITION.
 LB0185
 LB0185                          STATION RECOVERY (2015)
 LB0185
 LB0185'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DLF)
 LB0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1698 ***********************************************************************
 LA1698  DESIGNATION -  W 183
 LA1698  PID         -  LA1698
 LA1698  STATE/COUNTY-  IN/WABASH
 LA1698  COUNTRY     -  US
 LA1698  USGS QUAD   -  RICHVALLEY (2019)
 LA1698
 LA1698                         *CURRENT SURVEY CONTROL
 LA1698  ______________________________________________________________________
 LA1698* NAD 83(1986) POSITION- 40 51 11.     (N) 085 55 25.     (W)   SCALED
 LA1698* NAVD 88 ORTHO HEIGHT -   235.908 (meters)      773.97  (feet) ADJUSTED
 LA1698  ______________________________________________________________________
 LA1698  GEOID HEIGHT    -        -34.165 (meters)                     GEOID18
 LA1698  DYNAMIC HEIGHT  -        235.797 (meters)      773.61  (feet) COMP
 LA1698  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LA1698
 LA1698  VERT ORDER      -  SECOND    CLASS 0
 LA1698
 LA1698.The horizontal coordinates were scaled from a map and have
 LA1698.an estimated accuracy of +/- 6 seconds.
 LA1698
 LA1698.The orthometric height was determined by differential leveling and
 LA1698.adjusted by the NATIONAL GEODETIC SURVEY
 LA1698.in June 1991.
 LA1698
 LA1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1698.GEOID18 height accuracy estimate available here.
 LA1698
 LA1698.Click photographs - Photos may exist for this station.
 LA1698
 LA1698.The dynamic height is computed by dividing the NAVD 88
 LA1698.geopotential number by the normal gravity value computed on the
 LA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1698.degrees latitude (g = 980.6199 gals.).
 LA1698
 LA1698.The modeled gravity was interpolated from observed gravity values.
 LA1698
 LA1698;                    North         East    Units  Estimated Accuracy
 LA1698;SPC IN E     -   622,270.       78,340.      MT  (+/- 180 meters Scaled)
 LA1698
 LA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL907230(NAD 83)
 LA1698
 LA1698                          SUPERSEDED SURVEY CONTROL
 LA1698
 LA1698  NGVD 29 (??/??/92)  236.030  (m)          774.38   (f) ADJ UNCH    2 0
 LA1698
 LA1698.Superseded values are not recommended for survey control.
 LA1698
 LA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1698.See file dsdata.pdf to determine how the superseded data were derived.
 LA1698
 LA1698_MARKER: DB = BENCH MARK DISK
 LA1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1698_STAMPING: W 183 1946
 LA1698_MARK LOGO: CGS
 LA1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1698+STABILITY: SURFACE MOTION
 LA1698
 LA1698  HISTORY     - Date     Condition        Report By
 LA1698  HISTORY     - 1946     MONUMENTED       CGS
 LA1698
 LA1698                          STATION DESCRIPTION
 LA1698
 LA1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1698'4.8 MI N FROM RICHVALLEY.
 LA1698'ABOUT 4.8 MILES NORTH ALONG A BLACK TOP ROAD LEADING TO ROANN
 LA1698'FROM THE WABASH RAILWAY STATION AT RICHVALLEY, ABOUT 4.3 MILES
 LA1698'SOUTH ALONG THE RICHVALLEY ROAD FROM ITS JUNCTION WITH STATE
 LA1698'HIGHWAY 16 AT ROANN, SET IN THE NORTHWEST QUARTER OF AN
 LA1698'EAST-WEST GRAVEL ROAD, 98 FEET NORTHWEST AND ACROSS THE ROAD FROM
 LA1698'THE NORTHWEST CORNER OF A TWO STORY FARM HOUSE, 34 FEET WEST OF
 LA1698'THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE CENTER LINE
 LA1698'OF THE EAST-WEST ROAD, 11 FEET WEST OF A CORNER FENCE POST, ABOUT
 LA1698'0.5 FOOT BELOW THE ROADS, AND SET IN THE TOP OF A CONCRETE
 LA1698'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0256 ***********************************************************************
 ME0256  DESIGNATION -  W 184
 ME0256  PID         -  ME0256
 ME0256  STATE/COUNTY-  IN/MARSHALL
 ME0256  COUNTRY     -  US
 ME0256  USGS QUAD   -  INWOOD (2019)
 ME0256
 ME0256                         *CURRENT SURVEY CONTROL
 ME0256  ______________________________________________________________________
 ME0256* NAD 83(1986) POSITION- 41 19 28.     (N) 086 14 19.     (W)   SCALED
 ME0256* NAVD 88 ORTHO HEIGHT -   253.979 (meters)      833.26  (feet) ADJUSTED
 ME0256  ______________________________________________________________________
 ME0256  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 ME0256  DYNAMIC HEIGHT  -        253.871 (meters)      832.91  (feet) COMP
 ME0256  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 ME0256
 ME0256  VERT ORDER      -  FIRST     CLASS I
 ME0256
 ME0256.The horizontal coordinates were scaled from a map and have
 ME0256.an estimated accuracy of +/- 6 seconds.
 ME0256
 ME0256.The orthometric height was determined by differential leveling and
 ME0256.adjusted by the NATIONAL GEODETIC SURVEY
 ME0256.in June 1991.
 ME0256
 ME0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0256.GEOID18 height accuracy estimate available here.
 ME0256
 ME0256.Click photographs - Photos may exist for this station.
 ME0256
 ME0256.The dynamic height is computed by dividing the NAVD 88
 ME0256.geopotential number by the normal gravity value computed on the
 ME0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0256.degrees latitude (g = 980.6199 gals.).
 ME0256
 ME0256.The modeled gravity was interpolated from observed gravity values.
 ME0256
 ME0256;                    North         East    Units  Estimated Accuracy
 ME0256;SPC IN E     -   674,750.       52,120.      MT  (+/- 180 meters Scaled)
 ME0256
 ME0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL637750(NAD 83)
 ME0256
 ME0256                          SUPERSEDED SURVEY CONTROL
 ME0256
 ME0256  NGVD 29 (??/??/92)  254.101  (m)          833.66   (f) ADJ UNCH    1 1
 ME0256
 ME0256.Superseded values are not recommended for survey control.
 ME0256
 ME0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0256.See file dsdata.pdf to determine how the superseded data were derived.
 ME0256
 ME0256_MARKER: DB = BENCH MARK DISK
 ME0256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0256+WITH SETTING: PAVEMENT
 ME0256_SP_SET: SEMAPHORE BASE
 ME0256_STAMPING: W 184 1946
 ME0256_MARK LOGO: CGS
 ME0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0256+STABILITY: SURFACE MOTION
 ME0256
 ME0256  HISTORY     - Date     Condition        Report By
 ME0256  HISTORY     - 1946     MONUMENTED       CGS
 ME0256  HISTORY     - 1968     GOOD             CGS
 ME0256  HISTORY     - 1983     GOOD             LOCSUR
 ME0256  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0256  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0256
 ME0256                          STATION DESCRIPTION
 ME0256
 ME0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0256'2 MI W FROM INWOOD.
 ME0256'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0256'CROSSING OF HAWTHORN ROAD AT INWOOD, ABOUT 0.2 MILE EAST OF
 ME0256'MILEPOST 380, ABOUT 5 RAILS WEST OF THE CENTER OF A FARM ROAD
 ME0256'CROSSING, SET VERTICALLY IN THE NORTH FACE OF THE 3 1/2 FOOT
 ME0256'SQUARE CONCRETE BASE FOR SEMAPHORE 3799, 10.4 FEET NORTH OF THE
 ME0256'NORTH RAIL OF THE WESTBOUND TRACK AND 2 1/2 FEET BELOW THE LEVEL
 ME0256'OF THE TRACK.  SEC 12, T 33 N, R 2 E.
 ME0256
 ME0256                          STATION RECOVERY (1983)
 ME0256
 ME0256'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ME0256'ABOUT 1.9 MILES WEST ALONG THE PENN-CENTRAL RAILROAD FROM THE
 ME0256'BLACKTOP CROSSING AT INWOOD, SIGNAL 377.9, 3.2 MILES EAST OF THE
 ME0256'STATION AT PLMOUTH, ABOUT 0.1 MILE EAST OF MILEPOST 380, SET
 ME0256'VERTICALLY IN THE CENTER OF THE NORTH FACE OF THE CONCRETE FOUNDATION
 ME0256'OF THE BLOCK SIGNAL NO. 379.9, 10 FEET NORTH OF THE NORTH RAIL OF THE
 ME0256'WESTBOUND TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 ME0256
 ME0256                          STATION RECOVERY (1990)
 ME0256
 ME0256'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0256'MARK NOT FOUND.
 ME0256
 ME0256                          STATION RECOVERY (1992)
 ME0256
 ME0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1446 ***********************************************************************
 LA1446  DESIGNATION -  W 185
 LA1446  PID         -  LA1446
 LA1446  STATE/COUNTY-  IN/MADISON
 LA1446  COUNTRY     -  US
 LA1446  USGS QUAD   -  ALEXANDRIA (2019)
 LA1446
 LA1446                         *CURRENT SURVEY CONTROL
 LA1446  ______________________________________________________________________
 LA1446* NAD 83(1986) POSITION- 40 16 37.     (N) 085 41 24.     (W)   SCALED
 LA1446* NAVD 88 ORTHO HEIGHT -   259.782 (meters)      852.30  (feet) ADJUSTED
 LA1446  ______________________________________________________________________
 LA1446  GEOID HEIGHT    -        -34.124 (meters)                     GEOID18
 LA1446  DYNAMIC HEIGHT  -        259.646 (meters)      851.86  (feet) COMP
 LA1446  MODELED GRAVITY -    980,095.3   (mgal)                       NAVD 88
 LA1446
 LA1446  VERT ORDER      -  SECOND    CLASS 0
 LA1446
 LA1446.The horizontal coordinates were scaled from a map and have
 LA1446.an estimated accuracy of +/- 6 seconds.
 LA1446
 LA1446.The orthometric height was determined by differential leveling and
 LA1446.adjusted by the NATIONAL GEODETIC SURVEY
 LA1446.in June 1991.
 LA1446
 LA1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1446.GEOID18 height accuracy estimate available here.
 LA1446
 LA1446.Click photographs - Photos may exist for this station.
 LA1446
 LA1446.The dynamic height is computed by dividing the NAVD 88
 LA1446.geopotential number by the normal gravity value computed on the
 LA1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1446.degrees latitude (g = 980.6199 gals.).
 LA1446
 LA1446.The modeled gravity was interpolated from observed gravity values.
 LA1446
 LA1446;                    North         East    Units  Estimated Accuracy
 LA1446;SPC IN E     -   558,270.       98,020.      MT  (+/- 180 meters Scaled)
 LA1446
 LA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK113593(NAD 83)
 LA1446
 LA1446                          SUPERSEDED SURVEY CONTROL
 LA1446
 LA1446  NGVD 29 (??/??/92)  259.924  (m)          852.77   (f) ADJ UNCH    2 0
 LA1446
 LA1446.Superseded values are not recommended for survey control.
 LA1446
 LA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1446.See file dsdata.pdf to determine how the superseded data were derived.
 LA1446
 LA1446_MARKER: DB = BENCH MARK DISK
 LA1446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1446_SP_SET: BRIDGE
 LA1446_STAMPING: W 185 1946
 LA1446_MARK LOGO: CGS
 LA1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1446
 LA1446  HISTORY     - Date     Condition        Report By
 LA1446  HISTORY     - 1946     MONUMENTED       CGS
 LA1446  HISTORY     - 20070619 MARK NOT FOUND   ACCU
 LA1446
 LA1446                          STATION DESCRIPTION
 LA1446
 LA1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1446'1 MI W FROM ALEXANDRIA.
 LA1446'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 28 FROM THE
 LA1446'INTERSECTION OF STATE HIGHWAY 9 AT ALEXANDRIA, ABOUT 0.3 MILE
 LA1446'WEST OF THE ENTRANCE TO THE RACE TRACK, ABOUT 0.2 MILE EAST OF A
 LA1446'GRAVEL ROAD LEADING NORTH AND A DIM ROAD LEADING SOUTH, SET IN
 LA1446'THE TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL
 LA1446'OF A 40 FOOT CONCRETE BRIDGE OVER MUD CREEK, 14 FEET SOUTH OF THE
 LA1446'CENTER LINE OF THE HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE
 LA1446'BRIDGE FLOOR.
 LA1446
 LA1446                          STATION RECOVERY (2007)
 LA1446
 LA1446'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1446'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1708 ***********************************************************************
 LA1708  DESIGNATION -  W 187
 LA1708  PID         -  LA1708
 LA1708  STATE/COUNTY-  IN/WABASH
 LA1708  COUNTRY     -  US
 LA1708  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1708
 LA1708                         *CURRENT SURVEY CONTROL
 LA1708  ______________________________________________________________________
 LA1708* NAD 83(1986) POSITION- 40 54 47.     (N) 085 45 41.     (W)   SCALED
 LA1708* NAVD 88 ORTHO HEIGHT -   251.322 (meters)      824.55  (feet) ADJUSTED
 LA1708  ______________________________________________________________________
 LA1708  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 LA1708  DYNAMIC HEIGHT  -        251.205 (meters)      824.16  (feet) COMP
 LA1708  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 LA1708
 LA1708  VERT ORDER      -  SECOND    CLASS 0
 LA1708
 LA1708.The horizontal coordinates were scaled from a map and have
 LA1708.an estimated accuracy of +/- 6 seconds.
 LA1708
 LA1708.The orthometric height was determined by differential leveling and
 LA1708.adjusted by the NATIONAL GEODETIC SURVEY
 LA1708.in June 1991.
 LA1708
 LA1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1708.GEOID18 height accuracy estimate available here.
 LA1708
 LA1708.Click photographs - Photos may exist for this station.
 LA1708
 LA1708.The dynamic height is computed by dividing the NAVD 88
 LA1708.geopotential number by the normal gravity value computed on the
 LA1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1708.degrees latitude (g = 980.6199 gals.).
 LA1708
 LA1708.The modeled gravity was interpolated from observed gravity values.
 LA1708
 LA1708;                    North         East    Units  Estimated Accuracy
 LA1708;SPC IN E     -   628,910.       92,020.      MT  (+/- 180 meters Scaled)
 LA1708
 LA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043298(NAD 83)
 LA1708
 LA1708                          SUPERSEDED SURVEY CONTROL
 LA1708
 LA1708  NGVD 29 (??/??/92)  251.446  (m)          824.95   (f) ADJ UNCH    2 0
 LA1708
 LA1708.Superseded values are not recommended for survey control.
 LA1708
 LA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1708.See file dsdata.pdf to determine how the superseded data were derived.
 LA1708
 LA1708_MARKER: DB = BENCH MARK DISK
 LA1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1708_STAMPING: W 187 1946
 LA1708_MARK LOGO: CGS
 LA1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1708+STABILITY: SURFACE MOTION
 LA1708
 LA1708  HISTORY     - Date     Condition        Report By
 LA1708  HISTORY     - 1946     MONUMENTED       CGS
 LA1708
 LA1708                          STATION DESCRIPTION
 LA1708
 LA1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1708'2.6 MI NE FROM URBANA.
 LA1708'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1708'THE STATION AT URBANA, THENCE 1.5 MILE EAST ALONG STATE HIGHWAY
 LA1708'16, 0.35 MILE EAST OF THE INTERSECTION WITH A NORTH-SOUTH GRAVEL
 LA1708'ROAD, 130 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING
 LA1708'SOUTH TO A FARM HOUSE, 21 FEET SOUTH OF THE CENTER LINE OF THE
 LA1708'HIGHWAY, 32 FEET SOUTHEAST OF AN 8-INCH ASH TREE, 18 FEET
 LA1708'SOUTHWEST OF AN 8-INCH ASH TREE, 2.8 FEET NORTHWEST OF A T FENCE
 LA1708'CORNER, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA1708'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2481 ***********************************************************************
 LA2481  DESIGNATION -  W 188 RESET
 LA2481  PID         -  LA2481
 LA2481  STATE/COUNTY-  IN/WELLS
 LA2481  COUNTRY     -  US
 LA2481  USGS QUAD   -  ZANESVILLE (2019)
 LA2481
 LA2481                         *CURRENT SURVEY CONTROL
 LA2481  ______________________________________________________________________
 LA2481* NAD 83(1986) POSITION- 40 53 17.     (N) 085 16 49.     (W)   SCALED
 LA2481* NAVD 88 ORTHO HEIGHT -   253.38  (meters)      831.3   (feet) RESET
 LA2481  ______________________________________________________________________
 LA2481  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LA2481  VERT ORDER      -  THIRD
 LA2481
 LA2481.The horizontal coordinates were scaled from a map and have
 LA2481.an estimated accuracy of +/- 6 seconds.
 LA2481
 LA2481.The orthometric height was computed from unverified reset data.
 LA2481
 LA2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2481.GEOID18 height accuracy estimate available here.
 LA2481
 LA2481.Click photographs - Photos may exist for this station.
 LA2481
 LA2481;                    North         East    Units  Estimated Accuracy
 LA2481;SPC IN E     -   626,200.      132,560.      MT  (+/- 180 meters Scaled)
 LA2481
 LA2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL448277(NAD 83)
 LA2481
 LA2481                          SUPERSEDED SURVEY CONTROL
 LA2481
 LA2481  NGVD 29 (08/22/16)  253.52   (m)          831.8    (f) RESET       3  
 LA2481
 LA2481.Superseded values are not recommended for survey control.
 LA2481
 LA2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2481.See file dsdata.pdf to determine how the superseded data were derived.
 LA2481
 LA2481_MARKER: DV = VERTICAL CONTROL DISK
 LA2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2481_STAMPING: W 188 RESET 1984
 LA2481_MARK LOGO: NGS
 LA2481_PROJECTION: PROJECTING
 LA2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2481+STABILITY: SURFACE MOTION
 LA2481
 LA2481  HISTORY     - Date     Condition        Report By
 LA2481  HISTORY     - 1984     MONUMENTED       NGS
 LA2481
 LA2481                          STATION DESCRIPTION
 LA2481
 LA2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LA2481'IN ZANESVILLE.
 LA2481'3.22 KM (2.00 MI) SOUTH ALONG COUNTY ROUTE 300 W, OLD HIGHWAY 303 FROM
 LA2481'POST OFFICE AT ZANESVILLE TO THE JUNCTION OF A GRAVEL CROSSROAD,
 LA2481'COUNTY ROUTE 1000 N.  TURN LEFT AND GO EAST ON COUNTY ROUTE 1000 N
 LA2481'FOR 0.08 KM (0.05 MI) TO MARK ON LEFT.  LOCATED 18.90 M (62.0 FT)
 LA2481'NORTHWEST FROM THE CENTER OF A DRIVEWAY, 5.36 M (17.6 FT) FROM THE
 LA2481'CENTER OF COUNTY ROUTE 1000 N, 0.76 M (2.5 FT) WEST FROM A UTILITY
 LA2481'POLE WITH TRANSFORMER AND 1.5 FEET 0.46 M (1.5 FT) EAST FROM A
 LA2481'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0963 ***********************************************************************
 MD0963  DESIGNATION -  W 189
 MD0963  PID         -  MD0963
 MD0963  STATE/COUNTY-  IN/HUNTINGTON
 MD0963  COUNTRY     -  US
 MD0963  USGS QUAD   -  LAUD (2019)
 MD0963
 MD0963                         *CURRENT SURVEY CONTROL
 MD0963  ______________________________________________________________________
 MD0963* NAD 83(1986) POSITION- 41 00 18.     (N) 085 23 37.     (W)   SCALED
 MD0963* NAVD 88 ORTHO HEIGHT -   249.372 (meters)      818.15  (feet) ADJUSTED
 MD0963  ______________________________________________________________________
 MD0963  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 MD0963  DYNAMIC HEIGHT  -        249.265 (meters)      817.80  (feet) COMP
 MD0963  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 MD0963
 MD0963  VERT ORDER      -  SECOND    CLASS 0
 MD0963
 MD0963.The horizontal coordinates were scaled from a map and have
 MD0963.an estimated accuracy of +/- 6 seconds.
 MD0963
 MD0963.The orthometric height was determined by differential leveling and
 MD0963.adjusted by the NATIONAL GEODETIC SURVEY
 MD0963.in June 1991.
 MD0963
 MD0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0963.GEOID18 height accuracy estimate available here.
 MD0963
 MD0963.Click photographs - Photos may exist for this station.
 MD0963
 MD0963.The dynamic height is computed by dividing the NAVD 88
 MD0963.geopotential number by the normal gravity value computed on the
 MD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0963.degrees latitude (g = 980.6199 gals.).
 MD0963
 MD0963.The modeled gravity was interpolated from observed gravity values.
 MD0963
 MD0963;                    North         East    Units  Estimated Accuracy
 MD0963;SPC IN E     -   639,150.      122,970.      MT  (+/- 180 meters Scaled)
 MD0963
 MD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL350405(NAD 83)
 MD0963
 MD0963                          SUPERSEDED SURVEY CONTROL
 MD0963
 MD0963  NGVD 29 (??/??/92)  249.516  (m)          818.62   (f) ADJ UNCH    2 0
 MD0963
 MD0963.Superseded values are not recommended for survey control.
 MD0963
 MD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0963.See file dsdata.pdf to determine how the superseded data were derived.
 MD0963
 MD0963_MARKER: DB = BENCH MARK DISK
 MD0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0963_STAMPING: W 189 1946
 MD0963_MARK LOGO: CGS
 MD0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0963+STABILITY: SURFACE MOTION
 MD0963
 MD0963  HISTORY     - Date     Condition        Report By
 MD0963  HISTORY     - 1946     MONUMENTED       CGS
 MD0963  HISTORY     - 1961     GOOD             CGS
 MD0963  HISTORY     - 1966     GOOD             CGS
 MD0963
 MD0963                          STATION DESCRIPTION
 MD0963
 MD0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0963'9.4 MI E FROM LUTHER.
 MD0963'ABOUT 9.4 MILES E OF LUTHER OR 4.0 MILES E ALONG NO. 114 INDIANA
 MD0963'HIGHWAY FROM ITS INTERSECTION WITH NO. 9 INDIANA HWY. (MAIN
 MD0963'ROAD FROM COLUMBIA CITY TO HUNTINGTON), ABOUT 70 YARDS E OF
 MD0963'NO. 300 E HUNTINGTON COUNTY ROAD, 43 FEET E OF PROJECTED CENTER
 MD0963'LINE OF NO. 500 E WHITLEY COUNTY ROAD, 47 FEET S OF CENTER
 MD0963'LINE OF HWY., ABOUT LEVEL WITH SAME, 18-1/2 FEET W OF NO. T-97
 MD0963'TELEPHONE POLE, 1.5 FEET E OF STEEL WITNESS POST, AND PROJECTING
 MD0963'0.3 FOOT ABOVE GROUND.
 MD0963
 MD0963                          STATION RECOVERY (1966)
 MD0963
 MD0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0494 ***********************************************************************
 JA0494  DESIGNATION -  W 19
 JA0494  PID         -  JA0494
 JA0494  STATE/COUNTY-  IN/HARRISON
 JA0494  COUNTRY     -  US
 JA0494  USGS QUAD   -  LEAVENWORTH (2019)
 JA0494
 JA0494                         *CURRENT SURVEY CONTROL
 JA0494  ______________________________________________________________________
 JA0494* NAD 83(1986) POSITION- 38 11 59.87   (N) 086 16 06.08   (W)   HD_HELD1
 JA0494* NAVD 88 ORTHO HEIGHT -   266.794 (meters)      875.31  (feet) ADJUSTED
 JA0494  ______________________________________________________________________
 JA0494  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 JA0494  DYNAMIC HEIGHT  -        266.602 (meters)      874.68  (feet) COMP
 JA0494  MODELED GRAVITY -    979,901.1   (mgal)                       NAVD 88
 JA0494
 JA0494  VERT ORDER      -  FIRST     CLASS II
 JA0494
 JA0494.The horizontal coordinates were determined by differentially corrected
 JA0494.hand held GPS observations or other comparable positioning techniques
 JA0494.and have an estimated accuracy of +/- 3 meters.
 JA0494
 JA0494.The orthometric height was determined by differential leveling and
 JA0494.adjusted by the NATIONAL GEODETIC SURVEY
 JA0494.in June 1991.
 JA0494
 JA0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0494.GEOID18 height accuracy estimate available here.
 JA0494
 JA0494.Click photographs - Photos may exist for this station.
 JA0494
 JA0494.The dynamic height is computed by dividing the NAVD 88
 JA0494.geopotential number by the normal gravity value computed on the
 JA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0494.degrees latitude (g = 980.6199 gals.).
 JA0494
 JA0494.The modeled gravity was interpolated from observed gravity values.
 JA0494
 JA0494;                    North         East    Units  Estimated Accuracy
 JA0494;SPC IN E     -   327,860.1      47,297.5     MT  (+/- 3 meters HH1 GPS) 
 JA0494
 JA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6406228254(NAD 83)
 JA0494
 JA0494                          SUPERSEDED SURVEY CONTROL
 JA0494
 JA0494  NGVD 29 (??/??/92)  266.899  (m)          875.65   (f) ADJ UNCH    1 2
 JA0494
 JA0494.Superseded values are not recommended for survey control.
 JA0494
 JA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0494.See file dsdata.pdf to determine how the superseded data were derived.
 JA0494
 JA0494_MARKER: DB = BENCH MARK DISK
 JA0494_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0494+WITH SETTING: PAVEMENT
 JA0494_SP_SET: TOWER BASE
 JA0494_STAMPING: W 19 876 1937
 JA0494_MARK LOGO: USGS
 JA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0494+STABILITY: SURFACE MOTION
 JA0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0494+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 JA0494
 JA0494  HISTORY     - Date     Condition        Report By
 JA0494  HISTORY     - 1937     MONUMENTED       USGS
 JA0494  HISTORY     - 1965     GOOD             CGS
 JA0494  HISTORY     - 20100817 GOOD             GEOCAC
 JA0494  HISTORY     - 20151109 GOOD             INDOT
 JA0494
 JA0494                          STATION DESCRIPTION
 JA0494
 JA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0494'5.2 MI E FROM LEAVENWORTH.
 JA0494'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0494'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0494'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0494'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.85 MILES EAST ALONG A
 JA0494'PAVED AND GRAVELED ROAD, AT A U.S. FOREST SERVICE LOOKOUT TOWER,
 JA0494'IN SECTION 2, T 4 S, R 2 E, 81 YARDS NORTH OF THE CENTER LINE
 JA0494'OF THE MAIN ROAD, SET IN THE TOP OF THE CONCRETE BASE OF THE
 JA0494'SOUTHEAST LEG OF THE LOOKOUT TOWER, 94.3 FEET NORTHWEST OF
 JA0494'TRIANGULATION STATION LOOKOUT 1946, 66 FEET SOUTH OF THE CENTER
 JA0494'LINE OF A GRAVELED ROAD WHICH CIRCLES THE TOWER, 1.0 FOOT
 JA0494'SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER, ABOUT LEVEL WITH THE
 JA0494'GRAVELED ROAD.
 JA0494
 JA0494                          STATION RECOVERY (2010)
 JA0494
 JA0494'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 JA0494'RECOVERED IN GOOD CONDITION.
 JA0494
 JA0494                          STATION RECOVERY (2015)
 JA0494
 JA0494'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (GK)
 JA0494'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0096 ***********************************************************************
 ME0096  DESIGNATION -  W 19
 ME0096  PID         -  ME0096
 ME0096  STATE/COUNTY-  IN/ST JOSEPH
 ME0096  COUNTRY     -  US
 ME0096  USGS QUAD   -  LYDICK (2019)
 ME0096
 ME0096                         *CURRENT SURVEY CONTROL
 ME0096  ______________________________________________________________________
 ME0096* NAD 83(1986) POSITION- 41 42 13.     (N) 086 28 28.     (W)   SCALED
 ME0096* NAVD 88 ORTHO HEIGHT -   228.306 (meters)      749.03  (feet) ADJUSTED
 ME0096  ______________________________________________________________________
 ME0096  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 ME0096  DYNAMIC HEIGHT  -        228.219 (meters)      748.75  (feet) COMP
 ME0096  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 ME0096
 ME0096  VERT ORDER      -  SECOND    CLASS 0
 ME0096
 ME0096.The horizontal coordinates were scaled from a map and have
 ME0096.an estimated accuracy of +/- 6 seconds.
 ME0096
 ME0096.The orthometric height was determined by differential leveling and
 ME0096.adjusted by the NATIONAL GEODETIC SURVEY
 ME0096.in June 1991.
 ME0096
 ME0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0096.GEOID18 height accuracy estimate available here.
 ME0096
 ME0096.Click photographs - Photos may exist for this station.
 ME0096
 ME0096.The dynamic height is computed by dividing the NAVD 88
 ME0096.geopotential number by the normal gravity value computed on the
 ME0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0096.degrees latitude (g = 980.6199 gals.).
 ME0096
 ME0096.The modeled gravity was interpolated from observed gravity values.
 ME0096
 ME0096;                    North         East    Units  Estimated Accuracy
 ME0096;SPC IN E     -   717,010.       32,770.      MT  (+/- 180 meters Scaled)
 ME0096
 ME0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM437170(NAD 83)
 ME0096
 ME0096                          SUPERSEDED SURVEY CONTROL
 ME0096
 ME0096  NGVD 29 (??/??/92)  228.413  (m)          749.39   (f) ADJ UNCH    2 0
 ME0096
 ME0096.Superseded values are not recommended for survey control.
 ME0096
 ME0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0096.See file dsdata.pdf to determine how the superseded data were derived.
 ME0096
 ME0096_MARKER: DB = BENCH MARK DISK
 ME0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0096_STAMPING: W 19 1934
 ME0096_MARK LOGO: CGS
 ME0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0096+STABILITY: SURFACE MOTION
 ME0096
 ME0096  HISTORY     - Date     Condition        Report By
 ME0096  HISTORY     - 1934     MONUMENTED       CGS
 ME0096  HISTORY     - 1958     GOOD             CGS
 ME0096  HISTORY     - 20171019 MARK NOT FOUND   LFA
 ME0096
 ME0096                          STATION DESCRIPTION
 ME0096
 ME0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ME0096'1.7 MI E FROM NEW CARLISLE.
 ME0096'1.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0096'STATION AT NEW CARLISLE, ST. JOSEPH COUNTY, 0.4 MILE EAST OF
 ME0096'MILEPOST C 74, 60 YARDS NORTHEAST OF A GRAIN ELEVATOR, 130 FEET
 ME0096'NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND 9 YARDS
 ME0096'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, SOUTH SHORE AND SOUTH
 ME0096'BEND RAILROAD.  A STANDARD DISK, STAMPED W 19 1934 AND SET IN THE
 ME0096'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 ME0096
 ME0096                          STATION RECOVERY (2017)
 ME0096
 ME0096'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2017 (SST)
 ME0096'NEWER GRAVEL ROAD IN THE AREA OF THE MARK. SUSPECT THAT THE MARK IS
 ME0096'BURIED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0292 ***********************************************************************
 LB0292  DESIGNATION -  W 190
 LB0292  PID         -  LB0292
 LB0292  STATE/COUNTY-  IN/CASS
 LB0292  COUNTRY     -  US
 LB0292  USGS QUAD   -  GALVESTON (2019)
 LB0292
 LB0292                         *CURRENT SURVEY CONTROL
 LB0292  ______________________________________________________________________
 LB0292* NAD 83(1986) POSITION- 40 34 50.     (N) 086 10 50.     (W)   SCALED
 LB0292* NAVD 88 ORTHO HEIGHT -   238.317 (meters)      781.88  (feet) ADJUSTED
 LB0292  ______________________________________________________________________
 LB0292  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LB0292  DYNAMIC HEIGHT  -        238.197 (meters)      781.48  (feet) COMP
 LB0292  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 LB0292
 LB0292  VERT ORDER      -  SECOND    CLASS 0
 LB0292
 LB0292.The horizontal coordinates were scaled from a map and have
 LB0292.an estimated accuracy of +/- 6 seconds.
 LB0292
 LB0292.The orthometric height was determined by differential leveling and
 LB0292.adjusted by the NATIONAL GEODETIC SURVEY
 LB0292.in June 1991.
 LB0292
 LB0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0292.GEOID18 height accuracy estimate available here.
 LB0292
 LB0292.Click photographs - Photos may exist for this station.
 LB0292
 LB0292.The dynamic height is computed by dividing the NAVD 88
 LB0292.geopotential number by the normal gravity value computed on the
 LB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0292.degrees latitude (g = 980.6199 gals.).
 LB0292
 LB0292.The modeled gravity was interpolated from observed gravity values.
 LB0292
 LB0292;                    North         East    Units  Estimated Accuracy
 LB0292;SPC IN E     -   592,110.       56,490.      MT  (+/- 180 meters Scaled)
 LB0292
 LB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK693925(NAD 83)
 LB0292
 LB0292                          SUPERSEDED SURVEY CONTROL
 LB0292
 LB0292  NGVD 29 (??/??/92)  238.438  (m)          782.28   (f) ADJ UNCH    2 0
 LB0292
 LB0292.Superseded values are not recommended for survey control.
 LB0292
 LB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0292.See file dsdata.pdf to determine how the superseded data were derived.
 LB0292
 LB0292_MARKER: DB = BENCH MARK DISK
 LB0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0292_SP_SET: BRIDGE WINGWALL
 LB0292_STAMPING: W 190 1946
 LB0292_MARK LOGO: CGS
 LB0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0292
 LB0292  HISTORY     - Date     Condition        Report By
 LB0292  HISTORY     - 1946     MONUMENTED       CGS
 LB0292
 LB0292                          STATION DESCRIPTION
 LB0292
 LB0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0292'0.3 MI NE FROM GALVESTON.
 LB0292'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 LB0292'PENNSYLVANIA RAILROAD STATION AT GALVESTON, SET IN THE TOP OF
 LB0292'THE SOUTHEAST WING WALL OF A 70 FOOT CONCRETE HIGHWAY BRIDGE
 LB0292'OVER SOUTH FORK DEER CREEK, 14 FEET EAST OF AND ABOUT 1 FOOT
 LB0292'ABOVE THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0293 ***********************************************************************
 LB0293  DESIGNATION -  W 190 RESET
 LB0293  PID         -  LB0293
 LB0293  STATE/COUNTY-  IN/CASS
 LB0293  COUNTRY     -  US
 LB0293  USGS QUAD   -  GALVESTON (2019)
 LB0293
 LB0293                         *CURRENT SURVEY CONTROL
 LB0293  ______________________________________________________________________
 LB0293* NAD 83(1986) POSITION- 40 34 50.     (N) 086 10 50.     (W)   SCALED
 LB0293* NAVD 88 ORTHO HEIGHT -   238.45  (meters)      782.3   (feet) RESET
 LB0293  ______________________________________________________________________
 LB0293  GEOID HEIGHT    -        -34.355 (meters)                     GEOID18
 LB0293  VERT ORDER      -  THIRD
 LB0293
 LB0293.The horizontal coordinates were scaled from a map and have
 LB0293.an estimated accuracy of +/- 6 seconds.
 LB0293
 LB0293.The orthometric height was computed from unverified reset data.
 LB0293
 LB0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0293.GEOID18 height accuracy estimate available here.
 LB0293
 LB0293.Click photographs - Photos may exist for this station.
 LB0293
 LB0293;                    North         East    Units  Estimated Accuracy
 LB0293;SPC IN E     -   592,110.       56,490.      MT  (+/- 180 meters Scaled)
 LB0293
 LB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK693925(NAD 83)
 LB0293
 LB0293                          SUPERSEDED SURVEY CONTROL
 LB0293
 LB0293.No superseded survey control is available for this station.
 LB0293
 LB0293_MARKER: DB = BENCH MARK DISK
 LB0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0293_SP_SET: BRIDGE CURB
 LB0293_STAMPING: W 190 RESET 1968
 LB0293_MARK LOGO: CGS
 LB0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0293
 LB0293  HISTORY     - Date     Condition        Report By
 LB0293  HISTORY     - 1968     MONUMENTED       INHD
 LB0293
 LB0293                          STATION DESCRIPTION
 LB0293
 LB0293'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 LB0293'0.3 MI NE FROM GALVESTON.
 LB0293'ABOUT 0.3 NORTHEAST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 LB0293'RAILROAD STATION AT GALVESTON, SET IN THE TOP OF CONCRETE
 LB0293'CURB OF SOUTHEAST CORNER OF 70 FOOT CONCRETE BRIDGE OVER THE
 LB0293'SOUTH FORK DEER CREEK, 18 FEET EAST OF THE CENTER LINE OF THE
 LB0293'HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1886 ***********************************************************************
 LA1886  DESIGNATION -  W 191
 LA1886  PID         -  LA1886
 LA1886  STATE/COUNTY-  IN/HOWARD
 LA1886  COUNTRY     -  US
 LA1886  USGS QUAD   -  AMBOY (2019)
 LA1886
 LA1886                         *CURRENT SURVEY CONTROL
 LA1886  ______________________________________________________________________
 LA1886* NAD 83(1986) POSITION- 40 30 25.0    (N) 085 58 34.2    (W)   HD_HELD2
 LA1886* NAVD 88 ORTHO HEIGHT -   260.985 (meters)      856.25  (feet) ADJUSTED
 LA1886  ______________________________________________________________________
 LA1886  GEOID HEIGHT    -        -34.401 (meters)                     GEOID18
 LA1886  DYNAMIC HEIGHT  -        260.851 (meters)      855.81  (feet) COMP
 LA1886  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 LA1886
 LA1886  VERT ORDER      -  SECOND    CLASS 0
 LA1886
 LA1886.The horizontal coordinates were established by autonomous hand held GPS
 LA1886.observations and have an estimated accuracy of +/- 10 meters.
 LA1886
 LA1886.The orthometric height was determined by differential leveling and
 LA1886.adjusted by the NATIONAL GEODETIC SURVEY
 LA1886.in June 1991.
 LA1886
 LA1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1886.GEOID18 height accuracy estimate available here.
 LA1886
 LA1886.Click photographs - Photos may exist for this station.
 LA1886
 LA1886.The dynamic height is computed by dividing the NAVD 88
 LA1886.geopotential number by the normal gravity value computed on the
 LA1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1886.degrees latitude (g = 980.6199 gals.).
 LA1886
 LA1886.The modeled gravity was interpolated from observed gravity values.
 LA1886
 LA1886;                    North         East    Units  Estimated Accuracy
 LA1886;SPC IN E     -   583,853.       73,768.      MT  (+/- 10 meters HH2 GPS)
 LA1886
 LA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8674584529(NAD 83)
 LA1886
 LA1886                          SUPERSEDED SURVEY CONTROL
 LA1886
 LA1886  NGVD 29 (??/??/92)  261.108  (m)          856.65   (f) ADJ UNCH    2 0
 LA1886
 LA1886.Superseded values are not recommended for survey control.
 LA1886
 LA1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1886.See file dsdata.pdf to determine how the superseded data were derived.
 LA1886
 LA1886_MARKER: DB = BENCH MARK DISK
 LA1886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1886_SP_SET: CULVERT HEADWALL
 LA1886_STAMPING: W 191 1946
 LA1886_MARK LOGO: CGS
 LA1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1886+STABILITY: SURFACE MOTION
 LA1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1886+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2008
 LA1886
 LA1886  HISTORY     - Date     Condition        Report By
 LA1886  HISTORY     - 1946     MONUMENTED       CGS
 LA1886  HISTORY     - 20080903 GOOD             BFSINC
 LA1886
 LA1886                          STATION DESCRIPTION
 LA1886
 LA1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1886'2.6 MI NW FROM GREENTOWN.
 LA1886'ABOUT 0.5 MILE WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1886'RAILROAD FROM THE STATION AT GREENTOWN, THENCE ABOUT 0.85 MILES
 LA1886'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.25 MILE EAST ALONG
 LA1886'A BLACK TOP ROAD, THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL
 LA1886'ROAD, ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 LA1886'DUNKARD BRETHREN CHURCH AT PLEVANA, AT A GRAVEL CROSS ROAD,
 LA1886'SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF
 LA1886'A 20 INCH PIPE CULVERT UNDER THE EAST-WEST ROAD, 19 FEET WEST OF
 LA1886'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 13 FEET NORTH OF THE
 LA1886'CENTER LINE OF THE EAST-WEST ROAD, AND ABOUT LEVEL WITH THE
 LA1886'INTERSECTION.
 LA1886
 LA1886                          STATION RECOVERY (2008)
 LA1886
 LA1886'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2008 (JRC)
 LA1886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1977 ***********************************************************************
 LA1977  DESIGNATION -  W 192 RESET
 LA1977  PID         -  LA1977
 LA1977  STATE/COUNTY-  IN/GRANT
 LA1977  COUNTRY     -  US
 LA1977  USGS QUAD   -  VAN BUREN (2019)
 LA1977
 LA1977                         *CURRENT SURVEY CONTROL
 LA1977  ______________________________________________________________________
 LA1977* NAD 83(1986) POSITION- 40 35 46.     (N) 085 35 49.     (W)   SCALED
 LA1977* NAVD 88 ORTHO HEIGHT -   266.19  (+/-2cm)      873.3   (feet) VERTCON3
 LA1977  ______________________________________________________________________
 LA1977  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 LA1977  VERT ORDER      -  THIRD (See Below)
 LA1977
 LA1977.The horizontal coordinates were scaled from a map and have
 LA1977.an estimated accuracy of +/- 6 seconds.
 LA1977
 LA1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1977
 LA1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1977.GEOID18 height accuracy estimate available here.
 LA1977
 LA1977.The vertical order pertains to the NGVD 29 superseded value.
 LA1977
 LA1977.Click photographs - Photos may exist for this station.
 LA1977
 LA1977;                    North         East    Units  Estimated Accuracy
 LA1977;SPC IN E     -   593,710.      105,900.      MT  (+/- 180 meters Scaled)
 LA1977
 LA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK187948(NAD 83)
 LA1977
 LA1977                          SUPERSEDED SURVEY CONTROL
 LA1977
 LA1977  NGVD 29 (08/22/16)  266.32   (m)          873.8    (f) RESET       3  
 LA1977
 LA1977.Superseded values are not recommended for survey control.
 LA1977
 LA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1977.See file dsdata.pdf to determine how the superseded data were derived.
 LA1977
 LA1977_MARKER: DV = VERTICAL CONTROL DISK
 LA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1977_STAMPING: W 192 RESET 1977
 LA1977_MARK LOGO: NGS
 LA1977_PROJECTION: FLUSH
 LA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1977+STABILITY: SURFACE MOTION
 LA1977
 LA1977  HISTORY     - Date     Condition        Report By
 LA1977  HISTORY     - 1977     MONUMENTED       NGS
 LA1977
 LA1977                          STATION DESCRIPTION
 LA1977
 LA1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LA1977'1.55 MI SW FROM HANFIELD.
 LA1977'0.6 MILE SOUTH ALONG COUNTY ROAD 500 EAST, FROM THE HANFIELD
 LA1977'UNITED METHODIST CHURCH IN HANFIELD, THENCE 0.95 MILE WEST
 LA1977'ALONG ROAD 300 NORTH, ABOUT 350 FEET EAST OF CROSSROAD, ABOUT 0.1
 LA1977'MILE WEST OF A RAILROAD CROSSING, 37 FEET WEST OF THE WEST END OF A
 LA1977'METAL CULVERT, AND 15.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LA1977'THE MARK IS 1 FT  E FROM A WITNESS POST.
 LA1977'THE MARK IS 2 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1479 ***********************************************************************
 LA1479  DESIGNATION -  W 193
 LA1479  PID         -  LA1479
 LA1479  STATE/COUNTY-  IN/MADISON
 LA1479  COUNTRY     -  US
 LA1479  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1479
 LA1479                         *CURRENT SURVEY CONTROL
 LA1479  ______________________________________________________________________
 LA1479* NAD 83(1986) POSITION- 40 11 37.     (N) 085 43 41.     (W)   SCALED
 LA1479* NAVD 88 ORTHO HEIGHT -   266.464 (meters)      874.22  (feet) ADJUSTED
 LA1479  ______________________________________________________________________
 LA1479  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 LA1479  DYNAMIC HEIGHT  -        266.322 (meters)      873.76  (feet) COMP
 LA1479  MODELED GRAVITY -    980,084.2   (mgal)                       NAVD 88
 LA1479
 LA1479  VERT ORDER      -  SECOND    CLASS 0
 LA1479
 LA1479.The horizontal coordinates were scaled from a map and have
 LA1479.an estimated accuracy of +/- 6 seconds.
 LA1479
 LA1479.The orthometric height was determined by differential leveling and
 LA1479.adjusted by the NATIONAL GEODETIC SURVEY
 LA1479.in June 1991.
 LA1479
 LA1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1479.GEOID18 height accuracy estimate available here.
 LA1479
 LA1479.Click photographs - Photos may exist for this station.
 LA1479
 LA1479.The dynamic height is computed by dividing the NAVD 88
 LA1479.geopotential number by the normal gravity value computed on the
 LA1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1479.degrees latitude (g = 980.6199 gals.).
 LA1479
 LA1479.The modeled gravity was interpolated from observed gravity values.
 LA1479
 LA1479;                    North         East    Units  Estimated Accuracy
 LA1479;SPC IN E     -   549,020.       94,770.      MT  (+/- 180 meters Scaled)
 LA1479
 LA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK082500(NAD 83)
 LA1479
 LA1479                          SUPERSEDED SURVEY CONTROL
 LA1479
 LA1479  NGVD 29 (??/??/92)  266.603  (m)          874.68   (f) ADJ UNCH    2 0
 LA1479
 LA1479.Superseded values are not recommended for survey control.
 LA1479
 LA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1479.See file dsdata.pdf to determine how the superseded data were derived.
 LA1479
 LA1479_MARKER: DB = BENCH MARK DISK
 LA1479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LA1479_SP_SET: FENCE CORNER POST
 LA1479_STAMPING: W 193 1946
 LA1479_MARK LOGO: CGS
 LA1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1479
 LA1479  HISTORY     - Date     Condition        Report By
 LA1479  HISTORY     - 1946     MONUMENTED       CGS
 LA1479  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 LA1479
 LA1479                          STATION DESCRIPTION
 LA1479
 LA1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1479'2.4 MI W FROM LINWOOD.
 LA1479'ABOUT 2.35 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1479'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, AT THE NORTHEAST ANGLE
 LA1479'OF A NORTH-SOUTH GRAVEL ROAD CROSSING, SET VERTICALLY IN THE
 LA1479'SOUTH FACE OF A 1 BY 1 FOOT CONCRETE FENCE CORNER POST, 16
 LA1479'FEET NORTH OF THE EAST-WEST ROAD, 16 FEET EAST OF THE
 LA1479'NORTH-SOUTH ROAD, AND ABOUT 3 FEET ABOVE THE GROUND.
 LA1479
 LA1479                          STATION RECOVERY (1972)
 LA1479
 LA1479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LA1479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1351 ***********************************************************************
 LA1351  DESIGNATION -  W 194
 LA1351  PID         -  LA1351
 LA1351  STATE/COUNTY-  IN/MADISON
 LA1351  COUNTRY     -  US
 LA1351  USGS QUAD   -  FRANKTON (2019)
 LA1351
 LA1351                         *CURRENT SURVEY CONTROL
 LA1351  ______________________________________________________________________
 LA1351* NAD 83(1986) POSITION- 40 14 39.     (N) 085 50 56.     (W)   SCALED
 LA1351* NAVD 88 ORTHO HEIGHT -   256.884 (meters)      842.79  (feet) ADJUSTED
 LA1351  ______________________________________________________________________
 LA1351  GEOID HEIGHT    -        -34.251 (meters)                     GEOID18
 LA1351  DYNAMIC HEIGHT  -        256.747 (meters)      842.34  (feet) COMP
 LA1351  MODELED GRAVITY -    980,087.2   (mgal)                       NAVD 88
 LA1351
 LA1351  VERT ORDER      -  SECOND    CLASS 0
 LA1351
 LA1351.The horizontal coordinates were scaled from a map and have
 LA1351.an estimated accuracy of +/- 6 seconds.
 LA1351
 LA1351.The orthometric height was determined by differential leveling and
 LA1351.adjusted by the NATIONAL GEODETIC SURVEY
 LA1351.in June 1991.
 LA1351
 LA1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1351.GEOID18 height accuracy estimate available here.
 LA1351
 LA1351.Click photographs - Photos may exist for this station.
 LA1351
 LA1351.The dynamic height is computed by dividing the NAVD 88
 LA1351.geopotential number by the normal gravity value computed on the
 LA1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1351.degrees latitude (g = 980.6199 gals.).
 LA1351
 LA1351.The modeled gravity was interpolated from observed gravity values.
 LA1351
 LA1351;                    North         East    Units  Estimated Accuracy
 LA1351;SPC IN E     -   554,640.       84,500.      MT  (+/- 180 meters Scaled)
 LA1351
 LA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK979554(NAD 83)
 LA1351
 LA1351                          SUPERSEDED SURVEY CONTROL
 LA1351
 LA1351  NGVD 29 (??/??/92)  257.016  (m)          843.23   (f) ADJ UNCH    2 0
 LA1351
 LA1351.Superseded values are not recommended for survey control.
 LA1351
 LA1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1351.See file dsdata.pdf to determine how the superseded data were derived.
 LA1351
 LA1351_MARKER: DB = BENCH MARK DISK
 LA1351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1351_SP_SET: CULVERT HEADWALL
 LA1351_STAMPING: W 194 1946
 LA1351_MARK LOGO: CGS
 LA1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1351+STABILITY: SURFACE MOTION
 LA1351
 LA1351  HISTORY     - Date     Condition        Report By
 LA1351  HISTORY     - 1946     MONUMENTED       CGS
 LA1351  HISTORY     - 20060522 GOOD             BFSINC
 LA1351
 LA1351                          STATION DESCRIPTION
 LA1351
 LA1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1351'4.8 MI SE FROM ELWOOD.
 LA1351'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1351'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 3.2 MILES SOUTH
 LA1351'ALONG STATE HIGHWAY 37, ABOUT 0.45 MILE SOUTHWEST OF THE Y JUNCTION
 LA1351'OF STATE HIGHWAY 13 LEADING NORTH TO ELWOOD, 0.1 MILE NORTHEAST
 LA1351'OF A BRICK HOUSE ON THE NORTHWEST SIDE OF THE HIGHWAY, ACROSS
 LA1351'HIGHWAY FROM A LARGE DOUBLE BILBOARD SIGN, 33 FEET NORTHWEST OF
 LA1351'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST
 LA1351'END OF THE NORTHWEST HEAD WALL OF A 3 BY 3 FOOT CONCRETE CULVERT,
 LA1351'AND ABOUT 5 FEET BELOW THE HIGHWAY.
 LA1351
 LA1351                          STATION RECOVERY (2006)
 LA1351
 LA1351'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (GKG)
 LA1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0540 ***********************************************************************
 LB0540  DESIGNATION -  W 195
 LB0540  PID         -  LB0540
 LB0540  STATE/COUNTY-  IN/CLINTON
 LB0540  COUNTRY     -  US
 LB0540  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0540
 LB0540                         *CURRENT SURVEY CONTROL
 LB0540  ______________________________________________________________________
 LB0540* NAD 83(1986) POSITION- 40 17 19.     (N) 086 23 41.     (W)   SCALED
 LB0540* NAVD 88 ORTHO HEIGHT -   273.231 (meters)      896.43  (feet) ADJUSTED
 LB0540  ______________________________________________________________________
 LB0540  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 LB0540  DYNAMIC HEIGHT  -        273.085 (meters)      895.95  (feet) COMP
 LB0540  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LB0540
 LB0540  VERT ORDER      -  SECOND    CLASS 0
 LB0540
 LB0540.The horizontal coordinates were scaled from a map and have
 LB0540.an estimated accuracy of +/- 6 seconds.
 LB0540
 LB0540.The orthometric height was determined by differential leveling and
 LB0540.adjusted by the NATIONAL GEODETIC SURVEY
 LB0540.in June 1991.
 LB0540
 LB0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0540.GEOID18 height accuracy estimate available here.
 LB0540
 LB0540.Click photographs - Photos may exist for this station.
 LB0540
 LB0540.The dynamic height is computed by dividing the NAVD 88
 LB0540.geopotential number by the normal gravity value computed on the
 LB0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0540.degrees latitude (g = 980.6199 gals.).
 LB0540
 LB0540.The modeled gravity was interpolated from observed gravity values.
 LB0540
 LB0540;                    North         East    Units  Estimated Accuracy
 LB0540;SPC IN W     -   559,790.      958,550.      MT  (+/- 180 meters Scaled)
 LB0540
 LB0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514599(NAD 83)
 LB0540
 LB0540                          SUPERSEDED SURVEY CONTROL
 LB0540
 LB0540  NGVD 29 (??/??/92)  273.339  (m)          896.78   (f) ADJ UNCH    2 0
 LB0540
 LB0540.Superseded values are not recommended for survey control.
 LB0540
 LB0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0540.See file dsdata.pdf to determine how the superseded data were derived.
 LB0540
 LB0540_MARKER: DB = BENCH MARK DISK
 LB0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0540_STAMPING: W 195 1946
 LB0540_MARK LOGO: CGS
 LB0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0540+STABILITY: SURFACE MOTION
 LB0540
 LB0540  HISTORY     - Date     Condition        Report By
 LB0540  HISTORY     - 1946     MONUMENTED       CGS
 LB0540
 LB0540                          STATION DESCRIPTION
 LB0540
 LB0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0540'AT BOYLESTON.
 LB0540'AT BOYLESTON, ABOUT 0.15 MILE NORTH OF THE CROSSING OF THE NEW
 LB0540'YORK, CHICAGO AND ST. LOUIS RAILROAD, AT THE JUNCTION OF A PRIVATE
 LB0540'ROAD LEADING WEST TO A FARM, 49 FEET WEST OF THE CENTER LINE OF
 LB0540'STATE HIGHWAY 29, 29 FEET NORTH OF THE CENTER LINE OF THE PRIVATE
 LB0540'ROAD, 20 FEET SOUTH OF POWER POLE NO. 3-145/95, 8.5 FEET NORTH
 LB0540'OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE LINE, ABOUT 1 FOOT
 LB0540'BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0540'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0821 ***********************************************************************
 MD0821  DESIGNATION -  W 196
 MD0821  PID         -  MD0821
 MD0821  STATE/COUNTY-  IN/WHITLEY
 MD0821  COUNTRY     -  US
 MD0821  USGS QUAD   -  CHURUBUSCO (2019)
 MD0821
 MD0821                         *CURRENT SURVEY CONTROL
 MD0821  ______________________________________________________________________
 MD0821* NAD 83(1986) POSITION- 41 10 25.     (N) 085 20 39.     (W)   SCALED
 MD0821* NAVD 88 ORTHO HEIGHT -   250.791 (meters)      822.80  (feet) ADJUSTED
 MD0821  ______________________________________________________________________
 MD0821  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 MD0821  DYNAMIC HEIGHT  -        250.698 (meters)      822.50  (feet) COMP
 MD0821  MODELED GRAVITY -    980,243.7   (mgal)                       NAVD 88
 MD0821
 MD0821  VERT ORDER      -  SECOND    CLASS 0
 MD0821
 MD0821.The horizontal coordinates were scaled from a map and have
 MD0821.an estimated accuracy of +/- 6 seconds.
 MD0821
 MD0821.The orthometric height was determined by differential leveling and
 MD0821.adjusted by the NATIONAL GEODETIC SURVEY
 MD0821.in June 1991.
 MD0821
 MD0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0821.GEOID18 height accuracy estimate available here.
 MD0821
 MD0821.Click photographs - Photos may exist for this station.
 MD0821
 MD0821.The dynamic height is computed by dividing the NAVD 88
 MD0821.geopotential number by the normal gravity value computed on the
 MD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0821.degrees latitude (g = 980.6199 gals.).
 MD0821
 MD0821.The modeled gravity was interpolated from observed gravity values.
 MD0821
 MD0821;                    North         East    Units  Estimated Accuracy
 MD0821;SPC IN E     -   657,890.      127,060.      MT  (+/- 180 meters Scaled)
 MD0821
 MD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL388593(NAD 83)
 MD0821
 MD0821                          SUPERSEDED SURVEY CONTROL
 MD0821
 MD0821  NGVD 29 (??/??/92)  250.95   (m)          823.3    (f) COMPUTED    2 0
 MD0821
 MD0821.Superseded values are not recommended for survey control.
 MD0821
 MD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0821.See file dsdata.pdf to determine how the superseded data were derived.
 MD0821
 MD0821_MARKER: DB = BENCH MARK DISK
 MD0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0821_SP_SET: ABUTMENT
 MD0821_STAMPING: W 196 1946
 MD0821_MARK LOGO: CGS
 MD0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0821
 MD0821  HISTORY     - Date     Condition        Report By
 MD0821  HISTORY     - 1946     MONUMENTED       CGS
 MD0821
 MD0821                          STATION DESCRIPTION
 MD0821
 MD0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0821'5.6 MI SW FROM CHURUBUSCO.
 MD0821'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 205 FROM ITS
 MD0821'INTERSECTION WITH U.S. HIGHWAY 33 AT CHURUBUSCO, THENCE ABOUT
 MD0821'0.5 MILE SOUTH ALONG A PAVED AND GRAVEL ROAD, THENCE ABOUT 0.2
 MD0821'MILE EAST, THENCE ABOUT 2.05 MILES SOUTH ALONG A GRAVEL ROAD,
 MD0821'ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING EAST,
 MD0821'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL
 MD0821'OF THE EAST ABUTMENT OF A 55 FOOT STEEL BRIDGE OVER EEL RIVER,
 MD0821'13 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE ROAD.  NOTE-- IT
 MD0821'HAS BEEN REPORTED THAT THIS MARK WAS RESET BY THE GEOLOGICAL
 MD0821'SURVEY IN 1959.  THE ELEVATION OF THE RESET MARK IS UNKNOWN AT
 MD0821'THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0369 ***********************************************************************
 MD0369  DESIGNATION -  W 198
 MD0369  PID         -  MD0369
 MD0369  STATE/COUNTY-  IN/DE KALB
 MD0369  COUNTRY     -  US
 MD0369  USGS QUAD   -  HICKSVILLE (2016)
 MD0369
 MD0369                         *CURRENT SURVEY CONTROL
 MD0369  ______________________________________________________________________
 MD0369* NAD 83(1986) POSITION- 41 21 20.     (N) 084 52 07.     (W)   SCALED
 MD0369* NAVD 88 ORTHO HEIGHT -   249.495 (meters)      818.55  (feet) ADJUSTED
 MD0369  ______________________________________________________________________
 MD0369  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 MD0369  DYNAMIC HEIGHT  -        249.396 (meters)      818.23  (feet) COMP
 MD0369  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 MD0369
 MD0369  VERT ORDER      -  SECOND    CLASS 0
 MD0369
 MD0369.The horizontal coordinates were scaled from a map and have
 MD0369.an estimated accuracy of +/- 6 seconds.
 MD0369
 MD0369.The orthometric height was determined by differential leveling and
 MD0369.adjusted by the NATIONAL GEODETIC SURVEY
 MD0369.in June 1991.
 MD0369
 MD0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0369.GEOID18 height accuracy estimate available here.
 MD0369
 MD0369.Click photographs - Photos may exist for this station.
 MD0369
 MD0369.The dynamic height is computed by dividing the NAVD 88
 MD0369.geopotential number by the normal gravity value computed on the
 MD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0369.degrees latitude (g = 980.6199 gals.).
 MD0369
 MD0369.The modeled gravity was interpolated from observed gravity values.
 MD0369
 MD0369;                    North         East    Units  Estimated Accuracy
 MD0369;SPC IN E     -   678,350.      166,780.      MT  (+/- 180 meters Scaled)
 MD0369
 MD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL782804(NAD 83)
 MD0369
 MD0369                          SUPERSEDED SURVEY CONTROL
 MD0369
 MD0369  NGVD 29 (??/??/92)  249.641  (m)          819.03   (f) ADJ UNCH    2 0
 MD0369
 MD0369.Superseded values are not recommended for survey control.
 MD0369
 MD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0369.See file dsdata.pdf to determine how the superseded data were derived.
 MD0369
 MD0369_MARKER: DB = BENCH MARK DISK
 MD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0369_STAMPING: W 198 1946
 MD0369_MARK LOGO: CGS
 MD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0369+STABILITY: SURFACE MOTION
 MD0369
 MD0369  HISTORY     - Date     Condition        Report By
 MD0369  HISTORY     - 1946     MONUMENTED       CGS
 MD0369  HISTORY     - 1968     GOOD             INHD
 MD0369
 MD0369                          STATION DESCRIPTION
 MD0369
 MD0369'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0369'4.7 MI NE FROM ST JOE.
 MD0369'ABOUT 4.7 MILES NORTHEASTERLY ALONG S.R. 1 FROM THE POST OFFICE
 MD0369'AT ST. JOE ABOUT 5.0 MILES SOUTH ALONG SAME HIGHWAY FROM ITS
 MD0369'INTERSECTION OF U.S. 6 IN BUTLER, AT AN ASYMETRICAL CROSSROAD
 MD0369'JUNCTION OF S.R. 1-8-101, 58 FT. EAST OF THE CENTERLINE OF S.R.
 MD0369'101, 51 FT. SOUTH-SOUTHWEST OF THE CENTERLINE OF S.R. 8, ABOUT
 MD0369'3.0 FT. LOWER THAN THE INTERSECTION, 42 FT. SOUTHWEST OF ONE
 MD0369'RAIL FENCE CORNER POST (THE POST IS A RAIL ROAD RAIL) 35 FT.
 MD0369'NORTHEAST OF ANOTHER, PROJECTING 0.3 FT. AND 1.5 FT. NORTHEAST
 MD0369'OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0511 ***********************************************************************
 MD0511  DESIGNATION -  W 199 RESET
 MD0511  PID         -  MD0511
 MD0511  STATE/COUNTY-  IN/ALLEN
 MD0511  COUNTRY     -  US
 MD0511  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0511
 MD0511                         *CURRENT SURVEY CONTROL
 MD0511  ______________________________________________________________________
 MD0511* NAD 83(1986) POSITION- 41 12 41.     (N) 084 51 37.     (W)   SCALED
 MD0511* NAVD 88 ORTHO HEIGHT -   230.07  (meters)      754.8   (feet) RESET
 MD0511  ______________________________________________________________________
 MD0511  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 MD0511  VERT ORDER      -  THIRD
 MD0511
 MD0511.The horizontal coordinates were scaled from a map and have
 MD0511.an estimated accuracy of +/- 6 seconds.
 MD0511
 MD0511.The orthometric height was computed from unverified reset data.
 MD0511
 MD0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0511.GEOID18 height accuracy estimate available here.
 MD0511
 MD0511.Click photographs - Photos may exist for this station.
 MD0511
 MD0511;                    North         East    Units  Estimated Accuracy
 MD0511;SPC IN E     -   662,350.      167,630.      MT  (+/- 180 meters Scaled)
 MD0511
 MD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793644(NAD 83)
 MD0511
 MD0511                          SUPERSEDED SURVEY CONTROL
 MD0511
 MD0511  NGVD 29 (??/??/??)  230.22   (m)          755.3    (f) RESET       3  
 MD0511
 MD0511.Superseded values are not recommended for survey control.
 MD0511
 MD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0511.See file dsdata.pdf to determine how the superseded data were derived.
 MD0511
 MD0511_MARKER: DB = BENCH MARK DISK
 MD0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0511_STAMPING: W 199 RESET 1963
 MD0511_MARK LOGO: CGS
 MD0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0511+STABILITY: SURFACE MOTION
 MD0511
 MD0511  HISTORY     - Date     Condition        Report By
 MD0511  HISTORY     - 1963     MONUMENTED       IN-003
 MD0511
 MD0511                          STATION DESCRIPTION
 MD0511
 MD0511'DESCRIBED BY ALLEN COUNTY INDIANA 1963
 MD0511'3.9 MI NE FROM HARLAN.
 MD0511'ABOUT 2.9 MILES EAST ALONG PAVED ROAD FROM THE MAIN CROSSROAD
 MD0511'IN HARLAN, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 101, (THIS
 MD0511'POINT CAN ALSO BE REACHED BY GOING 1.4 MILE SOUTH ALONG STATE
 MD0511'HIGHWAY 101 FROM ITS INTERSECTION WITH STATE HIGHWAY 37 AND
 MD0511'GEORGETOWN), THENCE 0.25 MILE EAST, 35.6 FEET NORTH OF CENTERLINE
 MD0511'OF ROAD (KNOUSE ROAD), WEST OF INTERSECTION OF TWO OPEN DITCHES,
 MD0511'AND SET IN TOP OF CONCRETE MONUMENT, 8 INCHES IN DIAMETER, AND
 MD0511'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1376 ***********************************************************************
 MD1376  DESIGNATION -  W 20
 MD1376  PID         -  MD1376
 MD1376  STATE/COUNTY-  IN/ELKHART
 MD1376  COUNTRY     -  US
 MD1376  USGS QUAD   -  MILLERSBURG (2019)
 MD1376
 MD1376                         *CURRENT SURVEY CONTROL
 MD1376  ______________________________________________________________________
 MD1376* NAD 83(1986) POSITION- 41 30 04.46   (N) 085 39 17.90   (W)   HD_HELD1
 MD1376* NAVD 88 ORTHO HEIGHT -   264.207 (meters)      866.82  (feet) ADJUSTED
 MD1376  ______________________________________________________________________
 MD1376  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 MD1376  DYNAMIC HEIGHT  -        264.100 (meters)      866.47  (feet) COMP
 MD1376  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 MD1376
 MD1376  VERT ORDER      -  SECOND    CLASS 0
 MD1376
 MD1376.The horizontal coordinates were determined by differentially corrected
 MD1376.hand held GPS observations or other comparable positioning techniques
 MD1376.and have an estimated accuracy of +/- 3 meters.
 MD1376
 MD1376.The orthometric height was determined by differential leveling and
 MD1376.adjusted by the NATIONAL GEODETIC SURVEY
 MD1376.in June 1991.
 MD1376
 MD1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1376.GEOID18 height accuracy estimate available here.
 MD1376
 MD1376.Click photographs - Photos may exist for this station.
 MD1376
 MD1376.The dynamic height is computed by dividing the NAVD 88
 MD1376.geopotential number by the normal gravity value computed on the
 MD1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1376.degrees latitude (g = 980.6199 gals.).
 MD1376
 MD1376.The modeled gravity was interpolated from observed gravity values.
 MD1376
 MD1376;                    North         East    Units  Estimated Accuracy
 MD1376;SPC IN E     -   694,223.4     100,976.4     MT  (+/- 3 meters HH1 GPS) 
 MD1376
 MD1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1225895274(NAD 83)
 MD1376
 MD1376                          SUPERSEDED SURVEY CONTROL
 MD1376
 MD1376  NGVD 29 (??/??/92)  264.329  (m)          867.22   (f) ADJ UNCH    2 0
 MD1376
 MD1376.Superseded values are not recommended for survey control.
 MD1376
 MD1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1376.See file dsdata.pdf to determine how the superseded data were derived.
 MD1376
 MD1376_MARKER: DB = BENCH MARK DISK
 MD1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1376_STAMPING: W 20 1934
 MD1376_MARK LOGO: CGS
 MD1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1376+STABILITY: SURFACE MOTION
 MD1376
 MD1376  HISTORY     - Date     Condition        Report By
 MD1376  HISTORY     - 1934     MONUMENTED       CGS
 MD1376
 MD1376                          STATION DESCRIPTION
 MD1376
 MD1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1376'2.7 MI E FROM MILLERSBURG.
 MD1376'2.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1376'STATION AT MILLERSBURG, ELKHART COUNTY, ABOUT 275 YARDS WEST OF
 MD1376'MILEPOST T 113, AT A GRAVEL-ROAD CROSSING, 57 FEET NORTH OF THE
 MD1376'NORTH RAIL OF THE NORTH TRACK, 39 FEET NORTH OF STATION MARKER
 MD1376'1100+00, 7 FEET WEST OF POWER POLE 9-60, AND ABOUT 2 FEET LOWER
 MD1376'THAN THE TRACK.  A STANDARD DISK, STAMPED W 20 1934 AND SET IN
 MD1376'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0488 ***********************************************************************
 JA0488  DESIGNATION -  W 20
 JA0488  PID         -  JA0488
 JA0488  STATE/COUNTY-  IN/HARRISON
 JA0488  COUNTRY     -  US
 JA0488  USGS QUAD   -  LEAVENWORTH (2019)
 JA0488
 JA0488                         *CURRENT SURVEY CONTROL
 JA0488  ______________________________________________________________________
 JA0488* NAD 83(1986) POSITION- 38 09 53.98   (N) 086 16 06.59   (W)   HD_HELD1
 JA0488* NAVD 88 ORTHO HEIGHT -   233.276 (meters)      765.34  (feet) ADJUSTED
 JA0488  ______________________________________________________________________
 JA0488  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 JA0488  DYNAMIC HEIGHT  -        233.111 (meters)      764.80  (feet) COMP
 JA0488  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 JA0488
 JA0488  VERT ORDER      -  FIRST     CLASS II
 JA0488
 JA0488.The horizontal coordinates were determined by differentially corrected
 JA0488.hand held GPS observations or other comparable positioning techniques
 JA0488.and have an estimated accuracy of +/- 3 meters.
 JA0488
 JA0488.The orthometric height was determined by differential leveling and
 JA0488.adjusted by the NATIONAL GEODETIC SURVEY
 JA0488.in June 1991.
 JA0488
 JA0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0488.GEOID18 height accuracy estimate available here.
 JA0488
 JA0488.Click photographs - Photos may exist for this station.
 JA0488
 JA0488.The dynamic height is computed by dividing the NAVD 88
 JA0488.geopotential number by the normal gravity value computed on the
 JA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0488.degrees latitude (g = 980.6199 gals.).
 JA0488
 JA0488.The modeled gravity was interpolated from observed gravity values.
 JA0488
 JA0488;                    North         East    Units  Estimated Accuracy
 JA0488;SPC IN E     -   323,978.6      47,259.9     MT  (+/- 3 meters HH1 GPS) 
 JA0488
 JA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6408024374(NAD 83)
 JA0488
 JA0488                          SUPERSEDED SURVEY CONTROL
 JA0488
 JA0488  NGVD 29 (??/??/92)  233.384  (m)          765.69   (f) ADJ UNCH    1 2
 JA0488
 JA0488.Superseded values are not recommended for survey control.
 JA0488
 JA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0488.See file dsdata.pdf to determine how the superseded data were derived.
 JA0488
 JA0488_MARKER: DB = BENCH MARK DISK
 JA0488_SETTING: 66 = SET IN ROCK OUTCROP
 JA0488_STAMPING: W 20 1937 766
 JA0488_MARK LOGO: USGS
 JA0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0488+STABILITY: POSITION/ELEVATION WELL
 JA0488
 JA0488  HISTORY     - Date     Condition        Report By
 JA0488  HISTORY     - 1937     MONUMENTED       USGS
 JA0488  HISTORY     - 1965     GOOD             CGS
 JA0488
 JA0488                          STATION DESCRIPTION
 JA0488
 JA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0488'9.7 MI SE FROM LEAVENWORTH.
 JA0488'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0488'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0488'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0488'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.95 MILES EAST ALONG A
 JA0488'PAVED AND GRAVELED ROAD, THENCE 1.7 MILES SOUTHEAST ALONG A
 JA0488'GRAVELED ROAD, OR ABOUT 2.85 MILES NORTH ALONG A WINDING PAVED
 JA0488'AND GRAVELED ROAD FROM THE EVANGELICAL UNITED BRETHREN CHURCH
 JA0488'AT NEW AMSTERDAM, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED
 JA0488'ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55
 JA0488'MILES NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE NORTH ALONG A
 JA0488'GRAVELED ROAD, IN SECTION 14, T 4 S, R 2 E, 39 YARDS SOUTH OF
 JA0488'THE CENTER OF THE JUNCTION OF A TRAIL ROAD, 33 FEET EAST OF THE
 JA0488'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 1.3
 JA0488'FEET EAST OF A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE THE
 JA0488'LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0538 ***********************************************************************
 MD0538  DESIGNATION -  W 200
 MD0538  PID         -  MD0538
 MD0538  STATE/COUNTY-  IN/ALLEN
 MD0538  COUNTRY     -  US
 MD0538  USGS QUAD   -  GRABILL (2019)
 MD0538
 MD0538                         *CURRENT SURVEY CONTROL
 MD0538  ______________________________________________________________________
 MD0538* NAD 83(1986) POSITION- 41 10 04.     (N) 084 53 24.     (W)   SCALED
 MD0538* NAVD 88 ORTHO HEIGHT -   228.766 (meters)      750.54  (feet) ADJUSTED
 MD0538  ______________________________________________________________________
 MD0538  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 MD0538  DYNAMIC HEIGHT  -        228.675 (meters)      750.24  (feet) COMP
 MD0538  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 MD0538
 MD0538  VERT ORDER      -  SECOND    CLASS 0
 MD0538
 MD0538.The horizontal coordinates were scaled from a map and have
 MD0538.an estimated accuracy of +/- 6 seconds.
 MD0538
 MD0538.The orthometric height was determined by differential leveling and
 MD0538.adjusted by the NATIONAL GEODETIC SURVEY
 MD0538.in June 1991.
 MD0538
 MD0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0538.GEOID18 height accuracy estimate available here.
 MD0538
 MD0538.Click photographs - Photos may exist for this station.
 MD0538
 MD0538.The dynamic height is computed by dividing the NAVD 88
 MD0538.geopotential number by the normal gravity value computed on the
 MD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0538.degrees latitude (g = 980.6199 gals.).
 MD0538
 MD0538.The modeled gravity was interpolated from observed gravity values.
 MD0538
 MD0538;                    North         East    Units  Estimated Accuracy
 MD0538;SPC IN E     -   657,480.      165,180.      MT  (+/- 180 meters Scaled)
 MD0538
 MD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL770595(NAD 83)
 MD0538
 MD0538                          SUPERSEDED SURVEY CONTROL
 MD0538
 MD0538  NGVD 29 (??/??/92)  228.924  (m)          751.06   (f) ADJ UNCH    2 0
 MD0538
 MD0538.Superseded values are not recommended for survey control.
 MD0538
 MD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0538.See file dsdata.pdf to determine how the superseded data were derived.
 MD0538
 MD0538_MARKER: DB = BENCH MARK DISK
 MD0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0538_STAMPING: W 200 1946
 MD0538_MARK LOGO: CGS
 MD0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0538+STABILITY: SURFACE MOTION
 MD0538
 MD0538  HISTORY     - Date     Condition        Report By
 MD0538  HISTORY     - 1946     MONUMENTED       CGS
 MD0538  HISTORY     - 1962     GOOD             CGS
 MD0538  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0538
 MD0538                          STATION DESCRIPTION
 MD0538
 MD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0538'3.7 MI NW FROM WOODBURN.
 MD0538'ABOUT 3.7 MILES NNW ALONG BULL RAPIDS ROAD FROM ITS INTERSECTION
 MD0538'WITH MAIN STREET AT THE MAIN CORNER IN WOODBURN, ABOUT A MILE NNW
 MD0538'OF ZION CHURCH, ABOUT 75 YARDS SE OF ITS SKEWED T-INTERSECTION WITH
 MD0538'WESTERLY EXTENSION OF WARD ROAD, 56 FEET ENE OF CENTER LINE OF
 MD0538'PAVED ROAD, ABOUT 0.1 FOOT LOWER THAN SAME, 17 FEET N OF CENTER
 MD0538'LINE OF THE EASTERLY EXTENSION OF WARD ROAD, 1.7 FEET W OF STEEL
 MD0538'WITNESS POST, PROJECTING 0.3 FOOT.
 MD0538
 MD0538                          STATION RECOVERY (2018)
 MD0538
 MD0538'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0538'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0780 ***********************************************************************
 MD0780  DESIGNATION -  W 201 RESET
 MD0780  PID         -  MD0780
 MD0780  STATE/COUNTY-  IN/ALLEN
 MD0780  COUNTRY     -  US
 MD0780  USGS QUAD   -  CEDARVILLE (2019)
 MD0780
 MD0780                         *CURRENT SURVEY CONTROL
 MD0780  ______________________________________________________________________
 MD0780* NAD 83(1986) POSITION- 41 11 18.     (N) 085 01 58.     (W)   SCALED
 MD0780* NAVD 88 ORTHO HEIGHT -   236.47  (meters)      775.8   (feet) RESET
 MD0780  ______________________________________________________________________
 MD0780  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 MD0780  VERT ORDER      -  THIRD
 MD0780
 MD0780.The horizontal coordinates were scaled from a map and have
 MD0780.an estimated accuracy of +/- 6 seconds.
 MD0780
 MD0780.The orthometric height was computed from unverified reset data.
 MD0780
 MD0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0780.GEOID18 height accuracy estimate available here.
 MD0780
 MD0780.Click photographs - Photos may exist for this station.
 MD0780
 MD0780;                    North         East    Units  Estimated Accuracy
 MD0780;SPC IN E     -   659,670.      153,180.      MT  (+/- 180 meters Scaled)
 MD0780
 MD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL649615(NAD 83)
 MD0780
 MD0780                          SUPERSEDED SURVEY CONTROL
 MD0780
 MD0780  NGVD 29 (??/??/??)  236.63   (m)          776.3    (f) RESET       3  
 MD0780
 MD0780.Superseded values are not recommended for survey control.
 MD0780
 MD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0780.See file dsdata.pdf to determine how the superseded data were derived.
 MD0780
 MD0780_MARKER: DB = BENCH MARK DISK
 MD0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0780_STAMPING: W 201 1946 RESET 1965
 MD0780_MARK LOGO: CGS
 MD0780_PROJECTION: PROJECTING 5 CENTIMETERS
 MD0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0780+STABILITY: SURFACE MOTION
 MD0780
 MD0780  HISTORY     - Date     Condition        Report By
 MD0780  HISTORY     - 1965     MONUMENTED       CGS
 MD0780
 MD0780                          STATION DESCRIPTION
 MD0780
 MD0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MD0780'1.5 MI S FROM CEDARVILLE.
 MD0780'THIS MARK WAS ESTABLISHED THROUGH THREE TEMPORARY BENCH MARKS
 MD0780'SET BY THE ALLEN COUNTY SURVEYORS.  THE MARK IS 0.1 MILE EAST
 MD0780'ALONG STATE HIGHWAY 1 FROM THE BRIDGE OVER THE ST. JOSEPH RIVER
 MD0780'AT CEDARVILLE, THENCE SOUTH ON HALTER ROAD FOR 0.8 MILE TO ST.
 MD0780'JOE STREET, THENCE SOUTHWEST ON ST. JOE STREET FOR 0.75 MILE TO
 MD0780'WHEELOCK ROAD ON THE LEFT AND THE MARK IN THE SOUTHEAST ANGLE.
 MD0780'THE MARK IS 90 FEET WEST-SOUTHWEST OF UTILITY POLE NO. 40, 65
 MD0780'FEET EAST-SOUTHEAST OF UTILITY POLE NO. 30407-41, 53 FEET EAST
 MD0780'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF ST. JOE STREET
 MD0780'AND WHEELOCK ROAD, 45 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 MD0780'CENTER OF WHEELOCK ROAD, 21 FEET SOUTH OF THE APPROXIMATE CENTER
 MD0780'OF ST. JOE STREET, 2.3 FEET NORTH-NORTHEAST OF A LARGE CHANNEL
 MD0780'IRON FENCE CORNER POST, 2.0 FEET NORTH OF A FENCE, AND 1.3 FEET
 MD0780'NORTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS SET IN THE
 MD0780'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 MD0780'INCHES AND THE DISK IS STAMPED W 201 1946 RESET 1965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1767 ***********************************************************************
 LA1767  DESIGNATION -  W 202
 LA1767  PID         -  LA1767
 LA1767  STATE/COUNTY-  IN/GRANT
 LA1767  COUNTRY     -  US
 LA1767  USGS QUAD   -  VAN BUREN (2019)
 LA1767
 LA1767                         *CURRENT SURVEY CONTROL
 LA1767  ______________________________________________________________________
 LA1767* NAD 83(1986) POSITION- 40 37 29.     (N) 085 30 16.     (W)   SCALED
 LA1767* NAVD 88 ORTHO HEIGHT -   259.798 (meters)      852.35  (feet) ADJUSTED
 LA1767  ______________________________________________________________________
 LA1767  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 LA1767  DYNAMIC HEIGHT  -        259.668 (meters)      851.93  (feet) COMP
 LA1767  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 LA1767
 LA1767  VERT ORDER      -  SECOND    CLASS 0
 LA1767
 LA1767.The horizontal coordinates were scaled from a map and have
 LA1767.an estimated accuracy of +/- 6 seconds.
 LA1767
 LA1767.The orthometric height was determined by differential leveling and
 LA1767.adjusted by the NATIONAL GEODETIC SURVEY
 LA1767.in June 1991.
 LA1767
 LA1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1767.GEOID18 height accuracy estimate available here.
 LA1767
 LA1767.Click photographs - Photos may exist for this station.
 LA1767
 LA1767.The dynamic height is computed by dividing the NAVD 88
 LA1767.geopotential number by the normal gravity value computed on the
 LA1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1767.degrees latitude (g = 980.6199 gals.).
 LA1767
 LA1767.The modeled gravity was interpolated from observed gravity values.
 LA1767
 LA1767;                    North         East    Units  Estimated Accuracy
 LA1767;SPC IN E     -   596,900.      113,730.      MT  (+/- 180 meters Scaled)
 LA1767
 LA1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264981(NAD 83)
 LA1767
 LA1767                          SUPERSEDED SURVEY CONTROL
 LA1767
 LA1767  NGVD 29 (??/??/92)  259.928  (m)          852.78   (f) ADJ UNCH    2 0
 LA1767
 LA1767.Superseded values are not recommended for survey control.
 LA1767
 LA1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1767.See file dsdata.pdf to determine how the superseded data were derived.
 LA1767
 LA1767_MARKER: DB = BENCH MARK DISK
 LA1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1767_STAMPING: W 202 1946
 LA1767_MARK LOGO: CGS
 LA1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1767+STABILITY: SURFACE MOTION
 LA1767
 LA1767  HISTORY     - Date     Condition        Report By
 LA1767  HISTORY     - 1946     MONUMENTED       CGS
 LA1767  HISTORY     - 1965     GOOD             CGS
 LA1767
 LA1767                          STATION DESCRIPTION
 LA1767
 LA1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1767'0.7 MI N FROM VAN BUREN.
 LA1767'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 221 FROM THE VAN BUREN
 LA1767'TOWNSHIP SCHOOL AT VAN BUREN, AT THE T JUNCTION OF A GRAVEL ROAD
 LA1767'LEADING EAST, 147 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1767'65 FEET WEST OF A 30 INCH OAK TREE IN THE FENCE LINE, 17 FEET
 LA1767'NORTH OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE, ABOUT
 LA1767'LEVEL WITH THE GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE
 LA1767'POST PROJECTING 3 INCHES.
 LA1767
 LA1767                          STATION RECOVERY (1965)
 LA1767
 LA1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1735 ***********************************************************************
 LA1735  DESIGNATION -  W 203
 LA1735  PID         -  LA1735
 LA1735  STATE/COUNTY-  IN/HUNTINGTON
 LA1735  COUNTRY     -  US
 LA1735  USGS QUAD   -  MOUNT ETNA (2019)
 LA1735
 LA1735                         *CURRENT SURVEY CONTROL
 LA1735  ______________________________________________________________________
 LA1735* NAD 83(1986) POSITION- 40 42 39.     (N) 085 37 14.     (W)   SCALED
 LA1735* NAVD 88 ORTHO HEIGHT -   256.079 (meters)      840.15  (feet) ADJUSTED
 LA1735  ______________________________________________________________________
 LA1735  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 LA1735  DYNAMIC HEIGHT  -        255.954 (meters)      839.74  (feet) COMP
 LA1735  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 LA1735
 LA1735  VERT ORDER      -  SECOND    CLASS 0
 LA1735
 LA1735.The horizontal coordinates were scaled from a map and have
 LA1735.an estimated accuracy of +/- 6 seconds.
 LA1735
 LA1735.The orthometric height was determined by differential leveling and
 LA1735.adjusted by the NATIONAL GEODETIC SURVEY
 LA1735.in June 1991.
 LA1735
 LA1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1735.GEOID18 height accuracy estimate available here.
 LA1735
 LA1735.Click photographs - Photos may exist for this station.
 LA1735
 LA1735.The dynamic height is computed by dividing the NAVD 88
 LA1735.geopotential number by the normal gravity value computed on the
 LA1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1735.degrees latitude (g = 980.6199 gals.).
 LA1735
 LA1735.The modeled gravity was interpolated from observed gravity values.
 LA1735
 LA1735;                    North         East    Units  Estimated Accuracy
 LA1735;SPC IN E     -   606,450.      103,900.      MT  (+/- 180 meters Scaled)
 LA1735
 LA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL165075(NAD 83)
 LA1735
 LA1735                          SUPERSEDED SURVEY CONTROL
 LA1735
 LA1735  NGVD 29 (??/??/92)  256.207  (m)          840.57   (f) ADJ UNCH    2 0
 LA1735
 LA1735.Superseded values are not recommended for survey control.
 LA1735
 LA1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1735.See file dsdata.pdf to determine how the superseded data were derived.
 LA1735
 LA1735_MARKER: DB = BENCH MARK DISK
 LA1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1735_STAMPING: W 203 1946
 LA1735_MARK LOGO: CGS
 LA1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1735+STABILITY: SURFACE MOTION
 LA1735
 LA1735  HISTORY     - Date     Condition        Report By
 LA1735  HISTORY     - 1946     MONUMENTED       CGS
 LA1735
 LA1735                          STATION DESCRIPTION
 LA1735
 LA1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1735'1 MI N FROM BANQUO.
 LA1735'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1735'BANQUO, AT A CROSS ROAD, 64 FEET WEST OF THE CENTER LINE OF THE
 LA1735'HIGHWAY, 45 FEET WEST OF A FENCE CORNER, 17 FEET SOUTH OF THE CENTER
 LA1735'LINE OF THE GRAVEL ROAD, 1.3 FEET NORTH OF THE FENCE LINE, ABOUT
 LA1735'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1735'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1383 ***********************************************************************
 LA1383  DESIGNATION -  W 204
 LA1383  PID         -  LA1383
 LA1383  STATE/COUNTY-  IN/HOWARD
 LA1383  COUNTRY     -  US
 LA1383  USGS QUAD   -  GREENTOWN (2019)
 LA1383
 LA1383                         *CURRENT SURVEY CONTROL
 LA1383  ______________________________________________________________________
 LA1383* NAD 83(1986) POSITION- 40 27 51.     (N) 085 57 24.     (W)   SCALED
 LA1383* NAVD 88 ORTHO HEIGHT -   256.119 (meters)      840.28  (feet) ADJUSTED
 LA1383  ______________________________________________________________________
 LA1383  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 LA1383  DYNAMIC HEIGHT  -        255.986 (meters)      839.85  (feet) COMP
 LA1383  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 LA1383
 LA1383  VERT ORDER      -  SECOND    CLASS 0
 LA1383
 LA1383.The horizontal coordinates were scaled from a map and have
 LA1383.an estimated accuracy of +/- 6 seconds.
 LA1383
 LA1383.The orthometric height was determined by differential leveling and
 LA1383.adjusted by the NATIONAL GEODETIC SURVEY
 LA1383.in June 1991.
 LA1383
 LA1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1383.GEOID18 height accuracy estimate available here.
 LA1383
 LA1383.Click photographs - Photos may exist for this station.
 LA1383
 LA1383.The dynamic height is computed by dividing the NAVD 88
 LA1383.geopotential number by the normal gravity value computed on the
 LA1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1383.degrees latitude (g = 980.6199 gals.).
 LA1383
 LA1383.The modeled gravity was interpolated from observed gravity values.
 LA1383
 LA1383;                    North         East    Units  Estimated Accuracy
 LA1383;SPC IN E     -   579,100.       75,410.      MT  (+/- 180 meters Scaled)
 LA1383
 LA1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK884797(NAD 83)
 LA1383
 LA1383                          SUPERSEDED SURVEY CONTROL
 LA1383
 LA1383  NGVD 29 (??/??/92)  256.242  (m)          840.69   (f) ADJ UNCH    2 0
 LA1383
 LA1383.Superseded values are not recommended for survey control.
 LA1383
 LA1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1383.See file dsdata.pdf to determine how the superseded data were derived.
 LA1383
 LA1383_MARKER: DB = BENCH MARK DISK
 LA1383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1383_SP_SET: CULVERT HEADWALL
 LA1383_STAMPING: W 204 1946
 LA1383_MARK LOGO: CGS
 LA1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1383+STABILITY: SURFACE MOTION
 LA1383
 LA1383  HISTORY     - Date     Condition        Report By
 LA1383  HISTORY     - 1946     MONUMENTED       CGS
 LA1383
 LA1383                          STATION DESCRIPTION
 LA1383
 LA1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1383'1 MI S FROM GREENTOWN.
 LA1383'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 213 FROM ITS INTERSECTION
 LA1383'WITH U.S. HIGHWAY 35 AT GREENTOWN, AT A CROSS ROAD, 45 FEET SOUTH
 LA1383'OF THE CENTER LINE OF THE GRAVEL CROSS ROAD, 27 FEET WEST OF THE
 LA1383'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 LA1383'5.5 FEET WEST CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT,
 LA1383'AND 0.5 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0344 ***********************************************************************
 LB0344  DESIGNATION -  W 205
 LB0344  PID         -  LB0344
 LB0344  STATE/COUNTY-  IN/HOWARD
 LB0344  COUNTRY     -  US
 LB0344  USGS QUAD   -  KOKOMO WEST (2019)
 LB0344
 LB0344                         *CURRENT SURVEY CONTROL
 LB0344  ______________________________________________________________________
 LB0344* NAD 83(1986) POSITION- 40 26 00.     (N) 086 07 36.     (W)   SCALED
 LB0344* NAVD 88 ORTHO HEIGHT -   259.499 (meters)      851.37  (feet) ADJUSTED
 LB0344  ______________________________________________________________________
 LB0344  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 LB0344  DYNAMIC HEIGHT  -        259.363 (meters)      850.93  (feet) COMP
 LB0344  MODELED GRAVITY -    980,094.0   (mgal)                       NAVD 88
 LB0344
 LB0344  VERT ORDER      -  SECOND    CLASS 0
 LB0344
 LB0344.The horizontal coordinates were scaled from a map and have
 LB0344.an estimated accuracy of +/- 6 seconds.
 LB0344
 LB0344.The orthometric height was determined by differential leveling and
 LB0344.adjusted by the NATIONAL GEODETIC SURVEY
 LB0344.in June 1991.
 LB0344
 LB0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0344.GEOID18 height accuracy estimate available here.
 LB0344
 LB0344.Click photographs - Photos may exist for this station.
 LB0344
 LB0344.The dynamic height is computed by dividing the NAVD 88
 LB0344.geopotential number by the normal gravity value computed on the
 LB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0344.degrees latitude (g = 980.6199 gals.).
 LB0344
 LB0344.The modeled gravity was interpolated from observed gravity values.
 LB0344
 LB0344;                    North         East    Units  Estimated Accuracy
 LB0344;SPC IN E     -   575,730.       60,970.      MT  (+/- 180 meters Scaled)
 LB0344
 LB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740762(NAD 83)
 LB0344
 LB0344                          SUPERSEDED SURVEY CONTROL
 LB0344
 LB0344  NGVD 29 (??/??/92)  259.62   (m)          851.8    (f) COMPUTED    2 0
 LB0344
 LB0344.Superseded values are not recommended for survey control.
 LB0344
 LB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0344.See file dsdata.pdf to determine how the superseded data were derived.
 LB0344
 LB0344_MARKER: DB = BENCH MARK DISK
 LB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0344_STAMPING: W 205 1946
 LB0344_MARK LOGO: CGS
 LB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0344+STABILITY: SURFACE MOTION
 LB0344
 LB0344  HISTORY     - Date     Condition        Report By
 LB0344  HISTORY     - 1946     MONUMENTED       CGS
 LB0344
 LB0344                          STATION DESCRIPTION
 LB0344
 LB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0344'3.8 MI S FROM KOKOMO.
 LB0344'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0344'AT KOKOMO, ABOUT 0.7 MILE SOUTH OF THE ENTRANCE TO THE RUZICKA
 LB0344'AIRPORT, 1.0 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 26,
 LB0344'AT A CROSS ROAD (BLACK TOP EAST AND GRAVEL WEST), 73 FEET EAST
 LB0344'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE
 LB0344'OF THE BLACK TOP ROAD, 33 FEET EAST OF THE FENCE CORNER, 1 FOOT
 LB0344'SOUTH OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE HIGHWAY, AND
 LB0344'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0345 ***********************************************************************
 LB0345  DESIGNATION -  W 205 RESET
 LB0345  PID         -  LB0345
 LB0345  STATE/COUNTY-  IN/HOWARD
 LB0345  COUNTRY     -  US
 LB0345  USGS QUAD   -  KOKOMO WEST (2019)
 LB0345
 LB0345                         *CURRENT SURVEY CONTROL
 LB0345  ______________________________________________________________________
 LB0345* NAD 83(1986) POSITION- 40 26 01.     (N) 086 07 36.     (W)   SCALED
 LB0345* NAVD 88 ORTHO HEIGHT -   259.40  (meters)      851.0   (feet) RESET
 LB0345  ______________________________________________________________________
 LB0345  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 LB0345  VERT ORDER      -  THIRD
 LB0345
 LB0345.The horizontal coordinates were scaled from a map and have
 LB0345.an estimated accuracy of +/- 6 seconds.
 LB0345
 LB0345.The orthometric height was computed from unverified reset data.
 LB0345
 LB0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0345.GEOID18 height accuracy estimate available here.
 LB0345
 LB0345.Click photographs - Photos may exist for this station.
 LB0345
 LB0345;                    North         East    Units  Estimated Accuracy
 LB0345;SPC IN E     -   575,770.       60,970.      MT  (+/- 180 meters Scaled)
 LB0345
 LB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740762(NAD 83)
 LB0345
 LB0345                          SUPERSEDED SURVEY CONTROL
 LB0345
 LB0345.No superseded survey control is available for this station.
 LB0345
 LB0345_MARKER: DB = BENCH MARK DISK
 LB0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0345_STAMPING: W 205 RESET 1953
 LB0345_MARK LOGO: CGS
 LB0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0345+STABILITY: SURFACE MOTION
 LB0345
 LB0345  HISTORY     - Date     Condition        Report By
 LB0345  HISTORY     - 1953     MONUMENTED       INHD
 LB0345  HISTORY     - 1954     GOOD             CGS
 LB0345
 LB0345                          STATION DESCRIPTION
 LB0345
 LB0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0345'3.8 MI S FROM KOKOMO.
 LB0345'3.8 MILES SOUTH ALONG WASHINGTON STREET, A COUNTY ROAD AND U.S.
 LB0345'HIGHWAY 31 FROM THE CITY BUILDING AT KOKOMO, HOWARD COUNTY,
 LB0345'0.7 MILE SOUTH OF THE ENTRANCE TO RUZICKA AIRPORT, 1.0 MILE
 LB0345'NORTH OF THE INTERSECTION OF STATE HIGHWAY 26, AT A ROAD INTERSECTION
 LB0345'(A BLACK-TIP ROAD LEADING EAST AND A GRAVEL ROAD LEADING WEST),
 LB0345'76 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE OF THE
 LB0345'HIGHWAY, 48 FEET NORTH OF THE CENTERLINE OF THE BLACK-TOP ROAD,
 LB0345'AND ABOUT 1 FOOT LOWER THAN THE THE HIGHWAY.  A STANDARD DISK,
 LB0345'STAMPED W 205 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 LB0345'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1466 ***********************************************************************
 LA1466  DESIGNATION -  W 206
 LA1466  PID         -  LA1466
 LA1466  STATE/COUNTY-  IN/TIPTON
 LA1466  COUNTRY     -  US
 LA1466  USGS QUAD   -  WINDFALL (2019)
 LA1466
 LA1466                         *CURRENT SURVEY CONTROL
 LA1466  ______________________________________________________________________
 LA1466* NAD 83(1986) POSITION- 40 17 00.     (N) 085 58 34.     (W)   SCALED
 LA1466* NAVD 88 ORTHO HEIGHT -   264.603 (meters)      868.12  (feet) ADJUSTED
 LA1466  ______________________________________________________________________
 LA1466  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 LA1466  DYNAMIC HEIGHT  -        264.461 (meters)      867.65  (feet) COMP
 LA1466  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LA1466
 LA1466  VERT ORDER      -  SECOND    CLASS 0
 LA1466
 LA1466.The horizontal coordinates were scaled from a map and have
 LA1466.an estimated accuracy of +/- 6 seconds.
 LA1466
 LA1466.The orthometric height was determined by differential leveling and
 LA1466.adjusted by the NATIONAL GEODETIC SURVEY
 LA1466.in June 1991.
 LA1466
 LA1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1466.GEOID18 height accuracy estimate available here.
 LA1466
 LA1466.Click photographs - Photos may exist for this station.
 LA1466
 LA1466.The dynamic height is computed by dividing the NAVD 88
 LA1466.geopotential number by the normal gravity value computed on the
 LA1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1466.degrees latitude (g = 980.6199 gals.).
 LA1466
 LA1466.The modeled gravity was interpolated from observed gravity values.
 LA1466
 LA1466;                    North         East    Units  Estimated Accuracy
 LA1466;SPC IN E     -   559,020.       73,690.      MT  (+/- 180 meters Scaled)
 LA1466
 LA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870597(NAD 83)
 LA1466
 LA1466                          SUPERSEDED SURVEY CONTROL
 LA1466
 LA1466  NGVD 29 (??/??/92)  264.727  (m)          868.53   (f) ADJ UNCH    2 0
 LA1466
 LA1466.Superseded values are not recommended for survey control.
 LA1466
 LA1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1466.See file dsdata.pdf to determine how the superseded data were derived.
 LA1466
 LA1466_MARKER: DB = BENCH MARK DISK
 LA1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1466_STAMPING: W 206 1946
 LA1466_MARK LOGO: CGS
 LA1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1466+STABILITY: SURFACE MOTION
 LA1466
 LA1466  HISTORY     - Date     Condition        Report By
 LA1466  HISTORY     - 1946     MONUMENTED       CGS
 LA1466
 LA1466                          STATION DESCRIPTION
 LA1466
 LA1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1466'1.6 MI W FROM HOBBS.
 LA1466'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1466'AT HOBBS, ABOUT 1.0 MILE WEST OF THE INTERSECTION OF STATE
 LA1466'HIGHWAY 213, AT A NORTH-SOUTH GRAVEL ROAD, 171 FEET NORTHWEST
 LA1466'AND ACROSS THE INTERSECTION FROM THE NORTHWEST CORNER OF A TWO
 LA1466'STORY WHITE FARM HOUSE, 37 FEET WEST OF THE CENTER LINE OF THE
 LA1466'NORTH-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 LA1466'HIGHWAY, 6 FEET WEST OF A HIGHWAY R.O.W. MARKER, 1 FOOT SOUTH
 LA1466'OF THE FENCE LINE, 5.5 FEET WEST-NORTHWEST OF TELEPHONE POLE 321,
 LA1466'ABOUT 1 FOOT ABOVE THE INTERSECTION, AND SET IN THE TOP OF A
 LA1466'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0454 ***********************************************************************
 LB0454  DESIGNATION -  W 207
 LB0454  PID         -  LB0454
 LB0454  STATE/COUNTY-  IN/CLINTON
 LB0454  COUNTRY     -  US
 LB0454  USGS QUAD   -  HILLISBURG (2019)
 LB0454
 LB0454                         *CURRENT SURVEY CONTROL
 LB0454  ______________________________________________________________________
 LB0454* NAD 83(1986) POSITION- 40 22 25.     (N) 086 18 46.     (W)   SCALED
 LB0454* NAVD 88 ORTHO HEIGHT -   269.355 (meters)      883.71  (feet) ADJUSTED
 LB0454  ______________________________________________________________________
 LB0454  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 LB0454  DYNAMIC HEIGHT  -        269.212 (meters)      883.24  (feet) COMP
 LB0454  MODELED GRAVITY -    980,088.0   (mgal)                       NAVD 88
 LB0454
 LB0454  VERT ORDER      -  SECOND    CLASS 0
 LB0454
 LB0454.The horizontal coordinates were scaled from a map and have
 LB0454.an estimated accuracy of +/- 6 seconds.
 LB0454
 LB0454.The orthometric height was determined by differential leveling and
 LB0454.adjusted by the NATIONAL GEODETIC SURVEY
 LB0454.in June 1991.
 LB0454
 LB0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0454.GEOID18 height accuracy estimate available here.
 LB0454
 LB0454.Click photographs - Photos may exist for this station.
 LB0454
 LB0454.The dynamic height is computed by dividing the NAVD 88
 LB0454.geopotential number by the normal gravity value computed on the
 LB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0454.degrees latitude (g = 980.6199 gals.).
 LB0454
 LB0454.The modeled gravity was interpolated from observed gravity values.
 LB0454
 LB0454;                    North         East    Units  Estimated Accuracy
 LB0454;SPC IN W     -   569,290.      965,440.      MT  (+/- 180 meters Scaled)
 LB0454
 LB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK583694(NAD 83)
 LB0454
 LB0454                          SUPERSEDED SURVEY CONTROL
 LB0454
 LB0454  NGVD 29 (??/??/92)  269.465  (m)          884.07   (f) ADJ UNCH    2 0
 LB0454
 LB0454.Superseded values are not recommended for survey control.
 LB0454
 LB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0454.See file dsdata.pdf to determine how the superseded data were derived.
 LB0454
 LB0454_MARKER: DB = BENCH MARK DISK
 LB0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0454_STAMPING: W 207 1946
 LB0454_MARK LOGO: CGS
 LB0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0454+STABILITY: SURFACE MOTION
 LB0454
 LB0454  HISTORY     - Date     Condition        Report By
 LB0454  HISTORY     - 1946     MONUMENTED       CGS
 LB0454
 LB0454                          STATION DESCRIPTION
 LB0454
 LB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0454'1 MI E FROM FOREST.
 LB0454'ABOUT 1.0 MILE EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0454'AT FOREST, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 87
 LB0454'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOME OF E. GOFF, 20
 LB0454'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26 FEET
 LB0454'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 5 FEET WEST
 LB0454'OF TELEPHONE POLE NO. 569, 6 FEET EAST OF A 36 INCH ROUND
 LB0454'CONCRETE FENCE CORNER POST, 0.5 FOOT BELOW THE ROAD, AND SET
 LB0454'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1567 ***********************************************************************
 LA1567  DESIGNATION -  W 208
 LA1567  PID         -  LA1567
 LA1567  STATE/COUNTY-  IN/TIPTON
 LA1567  COUNTRY     -  US
 LA1567  USGS QUAD   -  WINDFALL (2019)
 LA1567
 LA1567                         *CURRENT SURVEY CONTROL
 LA1567  ______________________________________________________________________
 LA1567* NAD 83(1986) POSITION- 40 21 49.     (N) 085 53 58.     (W)   SCALED
 LA1567* NAVD 88 ORTHO HEIGHT -   263.973 (meters)      866.05  (feet) ADJUSTED
 LA1567  ______________________________________________________________________
 LA1567  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 LA1567  DYNAMIC HEIGHT  -        263.834 (meters)      865.60  (feet) COMP
 LA1567  MODELED GRAVITY -    980,093.2   (mgal)                       NAVD 88
 LA1567
 LA1567  VERT ORDER      -  SECOND    CLASS 0
 LA1567
 LA1567.The horizontal coordinates were scaled from a map and have
 LA1567.an estimated accuracy of +/- 6 seconds.
 LA1567
 LA1567.The orthometric height was determined by differential leveling and
 LA1567.adjusted by the NATIONAL GEODETIC SURVEY
 LA1567.in June 1991.
 LA1567
 LA1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1567.GEOID18 height accuracy estimate available here.
 LA1567
 LA1567.Click photographs - Photos may exist for this station.
 LA1567
 LA1567.The dynamic height is computed by dividing the NAVD 88
 LA1567.geopotential number by the normal gravity value computed on the
 LA1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1567.degrees latitude (g = 980.6199 gals.).
 LA1567
 LA1567.The modeled gravity was interpolated from observed gravity values.
 LA1567
 LA1567;                    North         East    Units  Estimated Accuracy
 LA1567;SPC IN E     -   567,920.       80,230.      MT  (+/- 180 meters Scaled)
 LA1567
 LA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK934686(NAD 83)
 LA1567
 LA1567                          SUPERSEDED SURVEY CONTROL
 LA1567
 LA1567  NGVD 29 (??/??/92)  264.100  (m)          866.47   (f) ADJ UNCH    2 0
 LA1567
 LA1567.Superseded values are not recommended for survey control.
 LA1567
 LA1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1567.See file dsdata.pdf to determine how the superseded data were derived.
 LA1567
 LA1567_MARKER: DB = BENCH MARK DISK
 LA1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1567_STAMPING: W 208 1946
 LA1567_MARK LOGO: CGS
 LA1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1567+STABILITY: SURFACE MOTION
 LA1567
 LA1567  HISTORY     - Date     Condition        Report By
 LA1567  HISTORY     - 1946     MONUMENTED       CGS
 LA1567
 LA1567                          STATION DESCRIPTION
 LA1567
 LA1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1567'3 MI W FROM LEISURE.
 LA1567'ABOUT 3.0 MILES WEST ALONG A COUNTY ROAD FROM THE HARMONY CHRISTIAN
 LA1567'CHURCH AT LEISURE, ABOUT 3.05 MILES EAST ALONG A COUNTY ROAD
 LA1567'FROM THE POST OFFICE AT WINDFALL, AT A NORTH-SOUTH GRAVEL CROSS
 LA1567'ROAD, 207 FEET EAST OF A 36 INCH OAK TREE, 100 FEET WEST OF THE
 LA1567'CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET NORTH OF THE CENTER
 LA1567'LINE OF THE EAST-WEST ROAD, 34 FEET EAST OF A TELEPHONE POLE AND
 LA1567'IN LINE WITH THE ROW OF POLES, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LA1567'FENCE, ABOUT 0.5 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP
 LA1567'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0368 ***********************************************************************
 LB0368  DESIGNATION -  W 211
 LB0368  PID         -  LB0368
 LB0368  STATE/COUNTY-  IN/TIPTON
 LB0368  COUNTRY     -  US
 LB0368  USGS QUAD   -  SHERIDAN (2019)
 LB0368
 LB0368                         *CURRENT SURVEY CONTROL
 LB0368  ______________________________________________________________________
 LB0368* NAD 83(1986) POSITION- 40 14 19.     (N) 086 07 41.     (W)   SCALED
 LB0368* NAVD 88 ORTHO HEIGHT -   270.744 (meters)      888.27  (feet) ADJUSTED
 LB0368  ______________________________________________________________________
 LB0368  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 LB0368  DYNAMIC HEIGHT  -        270.595 (meters)      887.78  (feet) COMP
 LB0368  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 LB0368
 LB0368  VERT ORDER      -  SECOND    CLASS 0
 LB0368
 LB0368.The horizontal coordinates were scaled from a map and have
 LB0368.an estimated accuracy of +/- 6 seconds.
 LB0368
 LB0368.The orthometric height was determined by differential leveling and
 LB0368.adjusted by the NATIONAL GEODETIC SURVEY
 LB0368.in June 1991.
 LB0368
 LB0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0368.GEOID18 height accuracy estimate available here.
 LB0368
 LB0368.Click photographs - Photos may exist for this station.
 LB0368
 LB0368.The dynamic height is computed by dividing the NAVD 88
 LB0368.geopotential number by the normal gravity value computed on the
 LB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0368.degrees latitude (g = 980.6199 gals.).
 LB0368
 LB0368.The modeled gravity was interpolated from observed gravity values.
 LB0368
 LB0368;                    North         East    Units  Estimated Accuracy
 LB0368;SPC IN E     -   554,110.       60,740.      MT  (+/- 180 meters Scaled)
 LB0368
 LB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741546(NAD 83)
 LB0368
 LB0368                          SUPERSEDED SURVEY CONTROL
 LB0368
 LB0368  NGVD 29 (??/??/92)  270.86   (m)          888.6    (f) COMPUTED    2 0
 LB0368
 LB0368.Superseded values are not recommended for survey control.
 LB0368
 LB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0368.See file dsdata.pdf to determine how the superseded data were derived.
 LB0368
 LB0368_MARKER: DB = BENCH MARK DISK
 LB0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0368_SP_SET: CULVERT HEADWALL
 LB0368_STAMPING: W 211 1946
 LB0368_MARK LOGO: CGS
 LB0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0368+STABILITY: SURFACE MOTION
 LB0368
 LB0368  HISTORY     - Date     Condition        Report By
 LB0368  HISTORY     - 1946     MONUMENTED       CGS
 LB0368
 LB0368                          STATION DESCRIPTION
 LB0368
 LB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0368'1.5 MI N FROM EAST UNION.
 LB0368'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0368'CHRISTIAN CHURCH AT EAST UNION, ABOUT 60 YARDS SOUTH OF A JOGGED
 LB0368'CROSSROAD, SET IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF
 LB0368'A 2 FOOT CONCRETE CULVERT, 17 FEET WEST OF AND ABOUT LEVEL WITH
 LB0368'THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1827 ***********************************************************************
 LA1827  DESIGNATION -  W 212
 LA1827  PID         -  LA1827
 LA1827  STATE/COUNTY-  IN/HUNTINGTON
 LA1827  COUNTRY     -  US
 LA1827  USGS QUAD   -  MOUNT ETNA (2019)
 LA1827
 LA1827                         *CURRENT SURVEY CONTROL
 LA1827  ______________________________________________________________________
 LA1827* NAD 83(2011) POSITION- 40 44 27.39408(N) 085 36 06.16017(W)   ADJUSTED
 LA1827* NAD 83(2011) ELLIP HT-   215.536 (meters)        (09/21/23)   ADJUSTED
 LA1827* NAD 83(2011) EPOCH   -  2010.00
 LA1827* NAVD 88 ORTHO HEIGHT -   249.739 (meters)      819.35  (feet) ADJUSTED
 LA1827  ______________________________________________________________________
 LA1827  GEOID HEIGHT    -        -34.218 (meters)                     GEOID18
 LA1827  NAD 83(2011) X  -    371,143.696 (meters)                     COMP
 LA1827  NAD 83(2011) Y  - -4,825,326.763 (meters)                     COMP
 LA1827  NAD 83(2011) Z  -  4,140,809.286 (meters)                     COMP
 LA1827  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 LA1827  DYNAMIC HEIGHT  -        249.618 (meters)      818.96  (feet) COMP
 LA1827  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 LA1827
 LA1827  VERT ORDER      -  SECOND    CLASS 0
 LA1827
 LA1827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA1827  Standards:
 LA1827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA1827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA1827  -------------------------------------------------------------------
 LA1827  NETWORK    0.47   0.90           0.20   0.18   0.46      0.03955478
 LA1827  -------------------------------------------------------------------
 LA1827  Click here for local accuracies and other accuracy information.
 LA1827
 LA1827.The horizontal coordinates were established by GPS observations
 LA1827.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 LA1827
 LA1827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA1827.been affixed to the stable North American tectonic plate. See 
 LA1827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA1827
 LA1827.The horizontal coordinates are valid at the epoch date displayed above
 LA1827.which is a decimal equivalence of Year/Month/Day.
 LA1827
 LA1827.The orthometric height was determined by differential leveling and
 LA1827.adjusted by the NATIONAL GEODETIC SURVEY
 LA1827.in June 1991.
 LA1827
 LA1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1827.GEOID18 height accuracy estimate available here.
 LA1827
 LA1827.Click photographs - Photos may exist for this station.
 LA1827
 LA1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1827
 LA1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1827
 LA1827.The ellipsoidal height was determined by GPS observations
 LA1827.and is referenced to NAD 83.
 LA1827
 LA1827.The dynamic height is computed by dividing the NAVD 88
 LA1827.geopotential number by the normal gravity value computed on the
 LA1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1827.degrees latitude (g = 980.6199 gals.).
 LA1827
 LA1827.The modeled gravity was interpolated from observed gravity values.
 LA1827
 LA1827. The following values were computed from the NAD 83(2011) position.
 LA1827
 LA1827;                    North         East     Units Scale Factor Converg.
 LA1827;SPC IN E     -   609,792.519   105,486.202   MT  0.99996704   +0 02 32.6
 LA1827;SPC IN E     - 2,000,627.62    346,082.65   sFT  0.99996704   +0 02 32.6
 LA1827;UTM  16      - 4,510,940.199   618,059.224   MT  0.99977156   +0 54 45.7
 LA1827
 LA1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1827!SPC IN E     -   0.99996619  x   0.99996704  =   0.99993323
 LA1827!UTM  16      -   0.99996619  x   0.99977156  =   0.99973776
 LA1827
 LA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1805910940(NAD 83)
 LA1827
 LA1827                          SUPERSEDED SURVEY CONTROL
 LA1827
 LA1827  NGVD 29 (??/??/92)  249.868  (m)          819.78   (f) ADJ UNCH    2 0
 LA1827
 LA1827.Superseded values are not recommended for survey control.
 LA1827
 LA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1827.See file dsdata.pdf to determine how the superseded data were derived.
 LA1827
 LA1827_MARKER: DB = BENCH MARK DISK
 LA1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1827_STAMPING: W 212 1947
 LA1827_MARK LOGO: CGS
 LA1827_PROJECTION: PROJECTING 46 CENTIMETERS
 LA1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1827+STABILITY: SURFACE MOTION
 LA1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1827+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2018
 LA1827
 LA1827  HISTORY     - Date     Condition        Report By
 LA1827  HISTORY     - 1947     MONUMENTED       CGS
 LA1827  HISTORY     - 20180320 GOOD             INDOT
 LA1827
 LA1827                          STATION DESCRIPTION
 LA1827
 LA1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1827'2 MI W FROM MT ETNA.
 LA1827'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 LA1827'OF STATE HIGHWAY 9 AND 37 AT MT. ETNA, ABOUT 1.0 MILE EAST OF THE
 LA1827'INTERSECTION OF STATE HIGHWAY 105, AT THE T JUNCTION OF A GRAVEL
 LA1827'ROAD LEADING SOUTH, 97 FEET EAST AND ACROSS THE SIDE ROAD FROM THE
 LA1827'NORTHEAST CORNER OF THE J.D. JENS FARM HOUSE, 39 FEET SOUTH
 LA1827'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE CENTER
 LA1827'LINE OF THE SIDE ROAD, 9.5 FEET SOUTH OF THE SOUTHEND OF THE EAST
 LA1827'BRICK HEAD WALL OF A PIPE CULVERT UNDER THE ROAD SOUTH, 3 FEET
 LA1827'EAST OF A FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 1.3
 LA1827'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 LA1827'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1827
 LA1827                          STATION RECOVERY (2018)
 LA1827
 LA1827'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (MAS)
 LA1827'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 LA1827'MAJENICA, 7.8 MI (12.6 KM) NORTHEAST OF LA FONTAINE AND 2.1 MI (3.3
 LA1827'KM) WEST OF MOUNT ETNA.
 LA1827'
 LA1827'TO REACH FROM THE INTERSECTION OF STATE ROAD 9 (SOUTH MARION ROAD) AND
 LA1827'STATE ROAD 124 (AKA COUNTY ROAD WEST 600 SOUTH), TRAVEL WEST 1.49 MI
 LA1827'(2.40 KM) ALONG STATE ROAD 124 TO COUNTY ROAD SOUTH 800 WEST, WITH THE
 LA1827'MONUMENT LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 LA1827'THE MARK IS LOCATED 3.3 FT (1.0 M) NORTHEAST OF THE STOP SIGN, 30 FT
 LA1827'(9.1 M) NORTH OF A POWER POLE AND 30 FT (9.1 M) WEST OF A POWER POLE,
 LA1827'18 FT (5.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD SOUTH 800 WEST AND
 LA1827'40 FT (12.2 M) SOUTH OF THE CENTERLINE OF STATE ROAD 124.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0764 ***********************************************************************
 LA0764  DESIGNATION -  W 213
 LA0764  PID         -  LA0764
 LA0764  STATE/COUNTY-  IN/WELLS
 LA0764  COUNTRY     -  US
 LA0764  USGS QUAD   -  MARKLE (2019)
 LA0764
 LA0764                         *CURRENT SURVEY CONTROL
 LA0764  ______________________________________________________________________
 LA0764* NAD 83(1986) POSITION- 40 49 48.     (N) 085 17 57.     (W)   SCALED
 LA0764* NAVD 88 ORTHO HEIGHT -   246.651 (meters)      809.22  (feet) ADJUSTED
 LA0764  ______________________________________________________________________
 LA0764  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 LA0764  DYNAMIC HEIGHT  -        246.534 (meters)      808.84  (feet) COMP
 LA0764  MODELED GRAVITY -    980,147.1   (mgal)                       NAVD 88
 LA0764
 LA0764  VERT ORDER      -  SECOND    CLASS 0
 LA0764
 LA0764.The horizontal coordinates were scaled from a map and have
 LA0764.an estimated accuracy of +/- 6 seconds.
 LA0764
 LA0764.The orthometric height was determined by differential leveling and
 LA0764.adjusted by the NATIONAL GEODETIC SURVEY
 LA0764.in June 1991.
 LA0764
 LA0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0764.GEOID18 height accuracy estimate available here.
 LA0764
 LA0764.Click photographs - Photos may exist for this station.
 LA0764
 LA0764.The dynamic height is computed by dividing the NAVD 88
 LA0764.geopotential number by the normal gravity value computed on the
 LA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0764.degrees latitude (g = 980.6199 gals.).
 LA0764
 LA0764.The modeled gravity was interpolated from observed gravity values.
 LA0764
 LA0764;                    North         East    Units  Estimated Accuracy
 LA0764;SPC IN E     -   619,750.      131,000.      MT  (+/- 180 meters Scaled)
 LA0764
 LA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL434212(NAD 83)
 LA0764
 LA0764                          SUPERSEDED SURVEY CONTROL
 LA0764
 LA0764  NGVD 29 (??/??/92)  246.788  (m)          809.67   (f) ADJ UNCH    2 0
 LA0764
 LA0764.Superseded values are not recommended for survey control.
 LA0764
 LA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0764.See file dsdata.pdf to determine how the superseded data were derived.
 LA0764
 LA0764_MARKER: DB = BENCH MARK DISK
 LA0764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0764_SP_SET: CULVERT HEADWALL
 LA0764_STAMPING: W 213 1947
 LA0764_MARK LOGO: CGS
 LA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0764+STABILITY: SURFACE MOTION
 LA0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0764+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2017
 LA0764
 LA0764  HISTORY     - Date     Condition        Report By
 LA0764  HISTORY     - 1947     MONUMENTED       CGS
 LA0764  HISTORY     - 1947     GOOD             CGS
 LA0764  HISTORY     - 1961     GOOD             CGS
 LA0764  HISTORY     - 1983     GOOD             NGS
 LA0764  HISTORY     - 20170201 GOOD             INDIV
 LA0764
 LA0764                          STATION DESCRIPTION
 LA0764
 LA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0764'2.2 MI E FROM MARKLE.
 LA0764'ABOUT 2.15 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0764'AT MARKLE, ABOUT 0.35 MILE EAST OF MILE POST 116, AT A GRAVEL
 LA0764'ROAD CROSSING, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LA0764'HEAD WALL OF A 15-INCH PIPE CULVERT UNDER U.S. HIGHWAY 224,
 LA0764'43.5 FEET SOUTH OF THE SOUTH RAIL, 37 FEET WEST OF THE CENTER
 LA0764'LINE OF THE GRAVEL ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 LA0764'HIGHWAY, AND ABOUT 4.5 FEET BELOW THE TRACK.
 LA0764
 LA0764                          STATION RECOVERY (1961)
 LA0764
 LA0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LA0764'RECOVERED IN GOOD CONDITION.
 LA0764
 LA0764                          STATION RECOVERY (1983)
 LA0764
 LA0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0764'ABOUT 2.15 MILES (3.48 KM) EAST ALONG STATE HIGHWAY 224 FROM THE
 LA0764'JUNCTION OF STATE HIGHWAY 3 IN MARKLE, AT A GRAVEL ROAD NORTH, IN THE
 LA0764'TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 15-INCH PIPE
 LA0764'CULVERT UNDER STATE HIGHWAY 224. IT IS 37.0 FEET WEST OF THE CENTER
 LA0764'OF GRAVEL ROAD AND 31.0 FEET NORTH OF HIGHWAY 2249
 LA0764
 LA0764                          STATION RECOVERY (2017)
 LA0764
 LA0764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEF)
 LA0764'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0923 ***********************************************************************
 LA0923  DESIGNATION -  W 214
 LA0923  PID         -  LA0923
 LA0923  STATE/COUNTY-  IN/BLACKFORD
 LA0923  COUNTRY     -  US
 LA0923  USGS QUAD   -  MONTPELIER (2019)
 LA0923
 LA0923                         *CURRENT SURVEY CONTROL
 LA0923  ______________________________________________________________________
 LA0923* NAD 83(1986) POSITION- 40 30 30.     (N) 085 22 14.     (W)   SCALED
 LA0923* NAVD 88 ORTHO HEIGHT -   272.878 (meters)      895.27  (feet) ADJUSTED
 LA0923  ______________________________________________________________________
 LA0923  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 LA0923  DYNAMIC HEIGHT  -        272.738 (meters)      894.81  (feet) COMP
 LA0923  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 LA0923
 LA0923  VERT ORDER      -  SECOND    CLASS 0
 LA0923
 LA0923.The horizontal coordinates were scaled from a map and have
 LA0923.an estimated accuracy of +/- 6 seconds.
 LA0923
 LA0923.The orthometric height was determined by differential leveling and
 LA0923.adjusted by the NATIONAL GEODETIC SURVEY
 LA0923.in June 1991.
 LA0923
 LA0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0923.GEOID18 height accuracy estimate available here.
 LA0923
 LA0923.Click photographs - Photos may exist for this station.
 LA0923
 LA0923.The dynamic height is computed by dividing the NAVD 88
 LA0923.geopotential number by the normal gravity value computed on the
 LA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0923.degrees latitude (g = 980.6199 gals.).
 LA0923
 LA0923.The modeled gravity was interpolated from observed gravity values.
 LA0923
 LA0923;                    North         East    Units  Estimated Accuracy
 LA0923;SPC IN E     -   584,000.      125,100.      MT  (+/- 180 meters Scaled)
 LA0923
 LA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK380854(NAD 83)
 LA0923
 LA0923                          SUPERSEDED SURVEY CONTROL
 LA0923
 LA0923  NGVD 29 (??/??/92)  273.009  (m)          895.70   (f) ADJ UNCH    2 0
 LA0923
 LA0923.Superseded values are not recommended for survey control.
 LA0923
 LA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0923.See file dsdata.pdf to determine how the superseded data were derived.
 LA0923
 LA0923_MARKER: DB = BENCH MARK DISK
 LA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0923_STAMPING: W 214 1947
 LA0923_MARK LOGO: CGS
 LA0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0923+STABILITY: SURFACE MOTION
 LA0923
 LA0923  HISTORY     - Date     Condition        Report By
 LA0923  HISTORY     - 1947     MONUMENTED       CGS
 LA0923
 LA0923                          STATION DESCRIPTION
 LA0923
 LA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0923'3.6 MI N FROM HARTFORD CITY.
 LA0923'ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA0923'AT HARTFORD CITY, 169 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 LA0923'THE NORTHWEST CORNER OF THE FAIRVIEW U.B. CHURCH, 33 FEET SOUTH
 LA0923'OF THE CENTER LINE OF A GRAVEL CROSS ROAD, 30 FEET WEST OF THE
 LA0923'CENTER LINE OF THE HIGHWAY, 11.5 FEET SOUTH OF A FENCE CORNER,
 LA0923'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET SOUTH
 LA0923'OF A FENCE CORNER, 12 FEET SOUTH OF TELEPHONE POLE 932 1/2, 1.5
 LA0923'FEET EAST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA0923'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 LA0923'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0970 ***********************************************************************
 LA0970  DESIGNATION -  W 215
 LA0970  PID         -  LA0970
 LA0970  STATE/COUNTY-  IN/HUNTINGTON
 LA0970  COUNTRY     -  US
 LA0970  USGS QUAD   -  WARREN (2019)
 LA0970
 LA0970                         *CURRENT SURVEY CONTROL
 LA0970  ______________________________________________________________________
 LA0970* NAD 83(1986) POSITION- 40 40 05.     (N) 085 28 04.     (W)   SCALED
 LA0970* NAVD 88 ORTHO HEIGHT -   255.611 (meters)      838.62  (feet) ADJUSTED
 LA0970  ______________________________________________________________________
 LA0970  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 LA0970  DYNAMIC HEIGHT  -        255.483 (meters)      838.20  (feet) COMP
 LA0970  MODELED GRAVITY -    980,120.7   (mgal)                       NAVD 88
 LA0970
 LA0970  VERT ORDER      -  SECOND    CLASS 0
 LA0970
 LA0970.The horizontal coordinates were scaled from a map and have
 LA0970.an estimated accuracy of +/- 6 seconds.
 LA0970
 LA0970.The orthometric height was determined by differential leveling and
 LA0970.adjusted by the NATIONAL GEODETIC SURVEY
 LA0970.in June 1991.
 LA0970
 LA0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0970.GEOID18 height accuracy estimate available here.
 LA0970
 LA0970.Click photographs - Photos may exist for this station.
 LA0970
 LA0970.The dynamic height is computed by dividing the NAVD 88
 LA0970.geopotential number by the normal gravity value computed on the
 LA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0970.degrees latitude (g = 980.6199 gals.).
 LA0970
 LA0970.The modeled gravity was interpolated from observed gravity values.
 LA0970
 LA0970;                    North         East    Units  Estimated Accuracy
 LA0970;SPC IN E     -   601,720.      116,820.      MT  (+/- 180 meters Scaled)
 LA0970
 LA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL295030(NAD 83)
 LA0970
 LA0970                          SUPERSEDED SURVEY CONTROL
 LA0970
 LA0970  NGVD 29 (??/??/92)  255.741  (m)          839.04   (f) ADJ UNCH    2 0
 LA0970
 LA0970.Superseded values are not recommended for survey control.
 LA0970
 LA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0970.See file dsdata.pdf to determine how the superseded data were derived.
 LA0970
 LA0970_MARKER: DB = BENCH MARK DISK
 LA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0970_STAMPING: W 215 1947
 LA0970_MARK LOGO: CGS
 LA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0970+STABILITY: SURFACE MOTION
 LA0970
 LA0970  HISTORY     - Date     Condition        Report By
 LA0970  HISTORY     - 1947     MONUMENTED       CGS
 LA0970
 LA0970                          STATION DESCRIPTION
 LA0970
 LA0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0970'3 MI SW FROM WARREN.
 LA0970'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 LA0970'WITH STATE HIGHWAY 5 AT WARREN, AT THE JUNCTION OF A GRAVEL ROAD
 LA0970'LEADING NORTH, 26 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD,
 LA0970'41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET EAST
 LA0970'OF R.E.A. POWER POLE NO. A 25/36, 11.5 FEET EAST OF A FENCE CORNER,
 LA0970'1.5 FEET SOUTH OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN
 LA0970'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 LA0970'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1239 ***********************************************************************
 LA1239  DESIGNATION -  W 216
 LA1239  PID         -  LA1239
 LA1239  STATE/COUNTY-  IN/GRANT
 LA1239  COUNTRY     -  US
 LA1239  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1239
 LA1239                         *CURRENT SURVEY CONTROL
 LA1239  ______________________________________________________________________
 LA1239* NAD 83(1986) POSITION- 40 24 27.     (N) 085 29 33.     (W)   SCALED
 LA1239* NAVD 88 ORTHO HEIGHT -   266.890 (meters)      875.62  (feet) ADJUSTED
 LA1239  ______________________________________________________________________
 LA1239  GEOID HEIGHT    -        -34.099 (meters)                     GEOID18
 LA1239  DYNAMIC HEIGHT  -        266.754 (meters)      875.18  (feet) COMP
 LA1239  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 LA1239
 LA1239  VERT ORDER      -  SECOND    CLASS 0
 LA1239
 LA1239.The horizontal coordinates were scaled from a map and have
 LA1239.an estimated accuracy of +/- 6 seconds.
 LA1239
 LA1239.The orthometric height was determined by differential leveling and
 LA1239.adjusted by the NATIONAL GEODETIC SURVEY
 LA1239.in June 1991.
 LA1239
 LA1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1239.GEOID18 height accuracy estimate available here.
 LA1239
 LA1239.Click photographs - Photos may exist for this station.
 LA1239
 LA1239.The dynamic height is computed by dividing the NAVD 88
 LA1239.geopotential number by the normal gravity value computed on the
 LA1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1239.degrees latitude (g = 980.6199 gals.).
 LA1239
 LA1239.The modeled gravity was interpolated from observed gravity values.
 LA1239
 LA1239;                    North         East    Units  Estimated Accuracy
 LA1239;SPC IN E     -   572,780.      114,780.      MT  (+/- 180 meters Scaled)
 LA1239
 LA1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279740(NAD 83)
 LA1239
 LA1239                          SUPERSEDED SURVEY CONTROL
 LA1239
 LA1239  NGVD 29 (??/??/92)  267.026  (m)          876.07   (f) ADJ UNCH    2 0
 LA1239
 LA1239.Superseded values are not recommended for survey control.
 LA1239
 LA1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1239.See file dsdata.pdf to determine how the superseded data were derived.
 LA1239
 LA1239_MARKER: DB = BENCH MARK DISK
 LA1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1239_STAMPING: W 216 1947
 LA1239_MARK LOGO: CGS
 LA1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1239+STABILITY: SURFACE MOTION
 LA1239
 LA1239  HISTORY     - Date     Condition        Report By
 LA1239  HISTORY     - 1947     MONUMENTED       CGS
 LA1239
 LA1239                          STATION DESCRIPTION
 LA1239
 LA1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1239'1.4 MI N FROM MATTHEWS.
 LA1239'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 221 FROM THE POST
 LA1239'OFFICE AT MATTHEWS, AT A GRAVEL CROSS ROAD, 26 FEET SOUTH OF THE
 LA1239'CENTER LINE OF THE CROSS ROAD, 38 FEET WEST OF THE CENTER LINE
 LA1239'OF THE HIGHWAY, 7 FEET SOUTH OF A FENCE CORNER, 9.5 FEET SOUTHWEST
 LA1239'OF THE SOUTH END OF AN L SHAPED CONCRETE HEAD WALL OF A PIPE
 LA1239'CULVERT UNDER THE HIGHWAY AND CROSS ROAD, 1 FOOT EAST OF THE
 LA1239'FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1239'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1239'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1027 ***********************************************************************
 LA1027  DESIGNATION -  W 218
 LA1027  PID         -  LA1027
 LA1027  STATE/COUNTY-  IN/DELAWARE
 LA1027  COUNTRY     -  US
 LA1027  USGS QUAD   -  MUNCIE WEST (2019)
 LA1027
 LA1027                         *CURRENT SURVEY CONTROL
 LA1027  ______________________________________________________________________
 LA1027* NAD 83(1986) POSITION- 40 10 48.     (N) 085 28 49.     (W)   SCALED
 LA1027* NAVD 88 ORTHO HEIGHT -   284.179 (meters)      932.34  (feet) ADJUSTED
 LA1027  ______________________________________________________________________
 LA1027  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LA1027  DYNAMIC HEIGHT  -        284.028 (meters)      931.85  (feet) COMP
 LA1027  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 LA1027
 LA1027  VERT ORDER      -  SECOND    CLASS 0
 LA1027
 LA1027.The horizontal coordinates were scaled from a map and have
 LA1027.an estimated accuracy of +/- 6 seconds.
 LA1027
 LA1027.The orthometric height was determined by differential leveling and
 LA1027.adjusted by the NATIONAL GEODETIC SURVEY
 LA1027.in June 1991.
 LA1027
 LA1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1027.GEOID18 height accuracy estimate available here.
 LA1027
 LA1027.Click photographs - Photos may exist for this station.
 LA1027
 LA1027.The dynamic height is computed by dividing the NAVD 88
 LA1027.geopotential number by the normal gravity value computed on the
 LA1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1027.degrees latitude (g = 980.6199 gals.).
 LA1027
 LA1027.The modeled gravity was interpolated from observed gravity values.
 LA1027
 LA1027;                    North         East    Units  Estimated Accuracy
 LA1027;SPC IN E     -   547,520.      115,870.      MT  (+/- 180 meters Scaled)
 LA1027
 LA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK293488(NAD 83)
 LA1027
 LA1027                          SUPERSEDED SURVEY CONTROL
 LA1027
 LA1027  NGVD 29 (??/??/92)  284.316  (m)          932.79   (f) ADJ UNCH    2 0
 LA1027
 LA1027.Superseded values are not recommended for survey control.
 LA1027
 LA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1027.See file dsdata.pdf to determine how the superseded data were derived.
 LA1027
 LA1027_MARKER: DB = BENCH MARK DISK
 LA1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1027_STAMPING: W 218 1947
 LA1027_MARK LOGO: CGS
 LA1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1027+STABILITY: SURFACE MOTION
 LA1027
 LA1027  HISTORY     - Date     Condition        Report By
 LA1027  HISTORY     - 1947     MONUMENTED       CGS
 LA1027
 LA1027                          STATION DESCRIPTION
 LA1027
 LA1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1027'0.8 MI E FROM YORKTOWN.
 LA1027'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 LA1027'AT YORKTOWN, AT THE DELAWARE AIRPORT, 73 FEET EAST OF THE NORTHEAST
 LA1027'CORNER OF THE BRICK HANGAR, 82 FEET SOUTH OF THE CENTER LINE OF
 LA1027'THE HIGHWAY, 35 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 LA1027'AN OFFICE BUILDING, 4.3 FEET EAST OF THE CENTER OF A SMALL GATE
 LA1027'IN THE FENCE LINE, 0.8 FOOT SOUTH OF THE FENCE LINE, 1.3 FEET
 LA1027'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 LA1027'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1169 ***********************************************************************
 LA1169  DESIGNATION -  W 219
 LA1169  PID         -  LA1169
 LA1169  STATE/COUNTY-  IN/DELAWARE
 LA1169  COUNTRY     -  US
 LA1169  USGS QUAD   -  MUNCIE EAST (2019)
 LA1169
 LA1169                         *CURRENT SURVEY CONTROL
 LA1169  ______________________________________________________________________
 LA1169* NAD 83(1986) POSITION- 40 12 26.     (N) 085 20 41.     (W)   SCALED
 LA1169* NAVD 88 ORTHO HEIGHT -   295.484 (meters)      969.43  (feet) ADJUSTED
 LA1169  ______________________________________________________________________
 LA1169  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LA1169  DYNAMIC HEIGHT  -        295.327 (meters)      968.92  (feet) COMP
 LA1169  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LA1169
 LA1169  VERT ORDER      -  SECOND    CLASS 0
 LA1169
 LA1169.The horizontal coordinates were scaled from a map and have
 LA1169.an estimated accuracy of +/- 6 seconds.
 LA1169
 LA1169.The orthometric height was determined by differential leveling and
 LA1169.adjusted by the NATIONAL GEODETIC SURVEY
 LA1169.in June 1991.
 LA1169
 LA1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1169.GEOID18 height accuracy estimate available here.
 LA1169
 LA1169.Click photographs - Photos may exist for this station.
 LA1169
 LA1169.The dynamic height is computed by dividing the NAVD 88
 LA1169.geopotential number by the normal gravity value computed on the
 LA1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1169.degrees latitude (g = 980.6199 gals.).
 LA1169
 LA1169.The modeled gravity was interpolated from observed gravity values.
 LA1169
 LA1169;                    North         East    Units  Estimated Accuracy
 LA1169;SPC IN E     -   550,580.      127,410.      MT  (+/- 180 meters Scaled)
 LA1169
 LA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK408520(NAD 83)
 LA1169
 LA1169                          SUPERSEDED SURVEY CONTROL
 LA1169
 LA1169  NGVD 29 (??/??/92)  295.619  (m)          969.88   (f) ADJ UNCH    2 0
 LA1169
 LA1169.Superseded values are not recommended for survey control.
 LA1169
 LA1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1169.See file dsdata.pdf to determine how the superseded data were derived.
 LA1169
 LA1169_MARKER: DB = BENCH MARK DISK
 LA1169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1169_SP_SET: CULVERT HEADWALL
 LA1169_STAMPING: W 219 1947
 LA1169_MARK LOGO: CGS
 LA1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1169+STABILITY: SURFACE MOTION
 LA1169
 LA1169  HISTORY     - Date     Condition        Report By
 LA1169  HISTORY     - 1947     MONUMENTED       CGS
 LA1169
 LA1169                          STATION DESCRIPTION
 LA1169
 LA1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1169'1.5 MI NE FROM MUNCIE.
 LA1169'ABOUT 1.5 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1169'RAILROAD FROM THE TOWER VANCE IN THE SOUTHEAST PART OF MUNCIE,
 LA1169'AT AN EAST-WEST BLACK TOP ROAD CROSSING, SET IN THE TOP OF THE
 LA1169'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 4-FOOT PIPE CULVERT
 LA1169'UNDER THE ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LA1169'43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK AND ABOUT
 LA1169'LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0717 ***********************************************************************
 MD0717  DESIGNATION -  W 22
 MD0717  PID         -  MD0717
 MD0717  STATE/COUNTY-  IN/ALLEN
 MD0717  COUNTRY     -  US
 MD0717  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0717
 MD0717                         *CURRENT SURVEY CONTROL
 MD0717  ______________________________________________________________________
 MD0717* NAD 83(1986) POSITION- 41 05 46.     (N) 085 08 36.     (W)   SCALED
 MD0717* NAVD 88 ORTHO HEIGHT -   234.324 (meters)      768.78  (feet) ADJUSTED
 MD0717  ______________________________________________________________________
 MD0717  GEOID HEIGHT    -        -32.938 (meters)                     GEOID18
 MD0717  DYNAMIC HEIGHT  -        234.232 (meters)      768.48  (feet) COMP
 MD0717  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 MD0717
 MD0717  VERT ORDER      -  SECOND    CLASS 0
 MD0717
 MD0717.The horizontal coordinates were scaled from a map and have
 MD0717.an estimated accuracy of +/- 6 seconds.
 MD0717
 MD0717.The orthometric height was determined by differential leveling and
 MD0717.adjusted by the NATIONAL GEODETIC SURVEY
 MD0717.in June 1991.
 MD0717
 MD0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0717.GEOID18 height accuracy estimate available here.
 MD0717
 MD0717.Click photographs - Photos may exist for this station.
 MD0717
 MD0717.The dynamic height is computed by dividing the NAVD 88
 MD0717.geopotential number by the normal gravity value computed on the
 MD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0717.degrees latitude (g = 980.6199 gals.).
 MD0717
 MD0717.The modeled gravity was interpolated from observed gravity values.
 MD0717
 MD0717;                    North         East    Units  Estimated Accuracy
 MD0717;SPC IN E     -   649,360.      143,970.      MT  (+/- 180 meters Scaled)
 MD0717
 MD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL559510(NAD 83)
 MD0717
 MD0717                          SUPERSEDED SURVEY CONTROL
 MD0717
 MD0717  NGVD 29 (??/??/92)  234.484  (m)          769.30   (f) ADJ UNCH    2 0
 MD0717
 MD0717.Superseded values are not recommended for survey control.
 MD0717
 MD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0717.See file dsdata.pdf to determine how the superseded data were derived.
 MD0717
 MD0717_MARKER: DB = BENCH MARK DISK
 MD0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0717_SP_SET: ABUTMENT
 MD0717_STAMPING: W 22 1934
 MD0717_MARK LOGO: CGS
 MD0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0717
 MD0717  HISTORY     - Date     Condition        Report By
 MD0717  HISTORY     - 1934     MONUMENTED       CGS
 MD0717  HISTORY     - 1961     GOOD             CGS
 MD0717  HISTORY     - 1982     GOOD             INDNR
 MD0717  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0717
 MD0717                          STATION DESCRIPTION
 MD0717
 MD0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0717'1.2 MI N FROM FORT WAYNE.
 MD0717'ABOUT 1-1/4 MILES N OF THE COURTHOUSE IN FORT WAYNE, ABOUT
 MD0717'HALFWAY BETWEEN WELLS AND CLINTON STREETS, AT THE NEW YORK
 MD0717'CENTRAL RAILROAD BRIDGE OVER STATE BOULEVARD, IN THE TOP OF
 MD0717'THE S ABUTMENT OF SAID BRIDGE, 27 FEET S OF CENTER LINE OF
 MD0717'32-FOOT PAVEMENT OF THE BOULEVARD, 10.0 FEET W OF E END AND
 MD0717'1.2 FEET S OF N EDGE OF THE ABUTMENT, 9.3 FEET ENE OF E RAIL,
 MD0717'4-1/2 FEET LOWER THAN TOP OF SAME, 11.6 FEET ABOVE THE SIDEWALK,
 MD0717'THE STANDARD DISK IS SET IN A DRILL HOLE IN THE ABUTMENT.
 MD0717
 MD0717                          STATION RECOVERY (1982)
 MD0717
 MD0717'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 MD0717'THE RAILROAD IS NOW LONRAIL.
 MD0717
 MD0717                          STATION RECOVERY (1992)
 MD0717
 MD0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0717'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1196 ***********************************************************************
 LA1196  DESIGNATION -  W 220
 LA1196  PID         -  LA1196
 LA1196  STATE/COUNTY-  IN/DELAWARE
 LA1196  COUNTRY     -  US
 LA1196  USGS QUAD   -  REDKEY (2019)
 LA1196
 LA1196                         *CURRENT SURVEY CONTROL
 LA1196  ______________________________________________________________________
 LA1196* NAD 83(1986) POSITION- 40 18 15.     (N) 085 14 13.     (W)   SCALED
 LA1196* NAVD 88 ORTHO HEIGHT -   288.944 (meters)      947.98  (feet) ADJUSTED
 LA1196  ______________________________________________________________________
 LA1196  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 LA1196  DYNAMIC HEIGHT  -        288.793 (meters)      947.48  (feet) COMP
 LA1196  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 LA1196
 LA1196  VERT ORDER      -  SECOND    CLASS 0
 LA1196
 LA1196.The horizontal coordinates were scaled from a map and have
 LA1196.an estimated accuracy of +/- 6 seconds.
 LA1196
 LA1196.The orthometric height was determined by differential leveling and
 LA1196.adjusted by the NATIONAL GEODETIC SURVEY
 LA1196.in June 1991.
 LA1196
 LA1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1196.GEOID18 height accuracy estimate available here.
 LA1196
 LA1196.Click photographs - Photos may exist for this station.
 LA1196
 LA1196.The dynamic height is computed by dividing the NAVD 88
 LA1196.geopotential number by the normal gravity value computed on the
 LA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1196.degrees latitude (g = 980.6199 gals.).
 LA1196
 LA1196.The modeled gravity was interpolated from observed gravity values.
 LA1196
 LA1196;                    North         East    Units  Estimated Accuracy
 LA1196;SPC IN E     -   561,380.      136,530.      MT  (+/- 180 meters Scaled)
 LA1196
 LA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK498630(NAD 83)
 LA1196
 LA1196                          SUPERSEDED SURVEY CONTROL
 LA1196
 LA1196  NGVD 29 (??/??/92)  289.081  (m)          948.43   (f) ADJ UNCH    2 0
 LA1196
 LA1196.Superseded values are not recommended for survey control.
 LA1196
 LA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1196.See file dsdata.pdf to determine how the superseded data were derived.
 LA1196
 LA1196_MARKER: DB = BENCH MARK DISK
 LA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1196_STAMPING: W 220 1947
 LA1196_MARK LOGO: CGS
 LA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1196+STABILITY: SURFACE MOTION
 LA1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1196+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 LA1196
 LA1196  HISTORY     - Date     Condition        Report By
 LA1196  HISTORY     - 1947     MONUMENTED       CGS
 LA1196  HISTORY     - 20080115 GOOD             INDIV
 LA1196
 LA1196                          STATION DESCRIPTION
 LA1196
 LA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1196'AT ALBANY.
 LA1196'AT ALBANY, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE
 LA1196'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG WATER STREET AT
 LA1196'THE INTERSECTION OF STATE HIGHWAY 67, 151 FEET NORTH OF THE
 LA1196'CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF
 LA1196'WATER STREET, 80 FEET NORTH OF A FENCE CORNER, 81 FEET NORTH OF
 LA1196'POWER LINE GUY POLE NO. DE 30 D1109, 1.5 FEET WEST OF THE FENCE
 LA1196'LINE, 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1196'POST PROJECTING 4 INCHES.
 LA1196
 LA1196                          STATION RECOVERY (2008)
 LA1196
 LA1196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MRH)
 LA1196'ADD TO DESCRIPTION THAT MARK IS NOW IN A PARKING LOT TO AN APARTMENT
 LA1196'BUILDING APPROXIMATELY 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA1196'THE APARTMENT BUILDING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0657 ***********************************************************************
 LA0657  DESIGNATION -  W 221
 LA0657  PID         -  LA0657
 LA0657  STATE/COUNTY-  IN/ADAMS
 LA0657  COUNTRY     -  US
 LA0657  USGS QUAD   -  HOAGLAND (2019)
 LA0657
 LA0657                         *CURRENT SURVEY CONTROL
 LA0657  ______________________________________________________________________
 LA0657* NAD 83(1986) POSITION- 40 54 17.     (N) 084 58 37.     (W)   SCALED
 LA0657* NAVD 88 ORTHO HEIGHT -   243.528 (meters)      798.97  (feet) ADJUSTED
 LA0657  ______________________________________________________________________
 LA0657  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LA0657  DYNAMIC HEIGHT  -        243.423 (meters)      798.63  (feet) COMP
 LA0657  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 LA0657
 LA0657  VERT ORDER      -  SECOND    CLASS 0
 LA0657
 LA0657.The horizontal coordinates were scaled from a map and have
 LA0657.an estimated accuracy of +/- 6 seconds.
 LA0657
 LA0657.The orthometric height was determined by differential leveling and
 LA0657.adjusted by the NATIONAL GEODETIC SURVEY
 LA0657.in June 1991.
 LA0657
 LA0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0657.GEOID18 height accuracy estimate available here.
 LA0657
 LA0657.Click photographs - Photos may exist for this station.
 LA0657
 LA0657.The dynamic height is computed by dividing the NAVD 88
 LA0657.geopotential number by the normal gravity value computed on the
 LA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0657.degrees latitude (g = 980.6199 gals.).
 LA0657
 LA0657.The modeled gravity was interpolated from observed gravity values.
 LA0657
 LA0657;                    North         East    Units  Estimated Accuracy
 LA0657;SPC IN E     -   628,210.      158,110.      MT  (+/- 180 meters Scaled)
 LA0657
 LA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL703301(NAD 83)
 LA0657
 LA0657                          SUPERSEDED SURVEY CONTROL
 LA0657
 LA0657  NGVD 29 (??/??/92)  243.68   (m)          799.5    (f) COMPUTED    2 0
 LA0657
 LA0657.Superseded values are not recommended for survey control.
 LA0657
 LA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0657.See file dsdata.pdf to determine how the superseded data were derived.
 LA0657
 LA0657_MARKER: DB = BENCH MARK DISK
 LA0657_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0657_SP_SET: CULVERT HEADWALL
 LA0657_STAMPING: W 221 1947
 LA0657_MARK LOGO: CGS
 LA0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0657+STABILITY: SURFACE MOTION
 LA0657
 LA0657  HISTORY     - Date     Condition        Report By
 LA0657  HISTORY     - 1947     MONUMENTED       CGS
 LA0657
 LA0657                          STATION DESCRIPTION
 LA0657
 LA0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0657'1 MI S FROM BINGEN.
 LA0657'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ADAMS-ALLEN
 LA0657'COUNTY LINE CROSS ROAD AT BINGEN, ABOUT 0.9 MILE NORTH OF THE
 LA0657'JUNCTION OF U.S. HIGHWAY 27, AT A CROSS ROAD, 15 FEET EAST OF
 LA0657'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE
 LA0657'EAST-WEST ROAD, IN THE TOP AND 1.5 FEET EAST OF THE WEST END
 LA0657'OF THE RIGHT-ANGLE SHAPED SOUTH HEAD WALL OF AN 18-INCH PIPE
 LA0657'CULVERT, AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0658 ***********************************************************************
 LA0658  DESIGNATION -  W 221 RESET
 LA0658  PID         -  LA0658
 LA0658  STATE/COUNTY-  IN/ADAMS
 LA0658  COUNTRY     -  US
 LA0658  USGS QUAD   -  HOAGLAND (2019)
 LA0658
 LA0658                         *CURRENT SURVEY CONTROL
 LA0658  ______________________________________________________________________
 LA0658* NAD 83(1986) POSITION- 40 54 17.     (N) 084 58 37.     (W)   SCALED
 LA0658* NAVD 88 ORTHO HEIGHT -   243.56  (meters)      799.1   (feet) RESET
 LA0658  ______________________________________________________________________
 LA0658  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 LA0658  VERT ORDER      -  THIRD
 LA0658
 LA0658.The horizontal coordinates were scaled from a map and have
 LA0658.an estimated accuracy of +/- 6 seconds.
 LA0658
 LA0658.The orthometric height was computed from unverified reset data.
 LA0658
 LA0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0658.GEOID18 height accuracy estimate available here.
 LA0658
 LA0658.Click photographs - Photos may exist for this station.
 LA0658
 LA0658;                    North         East    Units  Estimated Accuracy
 LA0658;SPC IN E     -   628,210.      158,110.      MT  (+/- 180 meters Scaled)
 LA0658
 LA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL703301(NAD 83)
 LA0658
 LA0658                          SUPERSEDED SURVEY CONTROL
 LA0658
 LA0658  NGVD 29 (??/??/??)  243.65   (m)          799.4    (f) RESET       3  
 LA0658
 LA0658.Superseded values are not recommended for survey control.
 LA0658
 LA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0658.See file dsdata.pdf to determine how the superseded data were derived.
 LA0658
 LA0658_MARKER: DB = BENCH MARK DISK
 LA0658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0658_SP_SET: CULVERT HEADWALL
 LA0658_STAMPING: W 221 RESET 1957
 LA0658_MARK LOGO: CGS
 LA0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0658+STABILITY: SURFACE MOTION
 LA0658
 LA0658  HISTORY     - Date     Condition        Report By
 LA0658  HISTORY     - 1957     MONUMENTED       INFCC
 LA0658
 LA0658                          STATION DESCRIPTION
 LA0658
 LA0658'DESCRIBED BY IN FLOOD CONTR COMM 1957
 LA0658'1 MI W FROM BINGEN.
 LA0658'1.05 MILES SOUTH ALONG GRAVEL ROAD FROM THE ADAMS-ALLEN
 LA0658'COUNTY LINE CROSSROAD AT BINGEN, 0.9 MILE NORTH OF THE JUNCTION
 LA0658'OF U.S. HIGHWAY 27, AT A CROSSROAD, 20 FEET EAST OF THE CENTERLINE
 LA0658'OF THE NORTH-SOUTH ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LA0658'EAST-WEST ROAD, IN THE TOP AND 10 INCHES EAST OF THE WEST END
 LA0658'OF THE RIGHT-ANGLE SHAPED SOUTH HEADWALL OF AN 18-INCH PIPE
 LA0658'CULVERT, AND ABOUT LEVEL WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0731 ***********************************************************************
 LA0731  DESIGNATION -  W 222
 LA0731  PID         -  LA0731
 LA0731  STATE/COUNTY-  IN/ADAMS
 LA0731  COUNTRY     -  US
 LA0731  USGS QUAD   -  DIXON (2019)
 LA0731
 LA0731                         *CURRENT SURVEY CONTROL
 LA0731  ______________________________________________________________________
 LA0731* NAD 83(1986) POSITION- 40 54 20.24   (N) 084 51 42.49   (W)   HD_HELD1
 LA0731* NAVD 88 ORTHO HEIGHT -   250.222 (meters)      820.94  (feet) ADJUSTED
 LA0731  ______________________________________________________________________
 LA0731  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 LA0731  DYNAMIC HEIGHT  -        250.115 (meters)      820.59  (feet) COMP
 LA0731  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 LA0731
 LA0731  VERT ORDER      -  SECOND    CLASS 0
 LA0731
 LA0731.The horizontal coordinates were determined by differentially corrected
 LA0731.hand held GPS observations or other comparable positioning techniques
 LA0731.and have an estimated accuracy of +/- 3 meters.
 LA0731
 LA0731.The orthometric height was determined by differential leveling and
 LA0731.adjusted by the NATIONAL GEODETIC SURVEY
 LA0731.in June 1991.
 LA0731
 LA0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0731.GEOID18 height accuracy estimate available here.
 LA0731
 LA0731.Click photographs - Photos may exist for this station.
 LA0731
 LA0731.The dynamic height is computed by dividing the NAVD 88
 LA0731.geopotential number by the normal gravity value computed on the
 LA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0731.degrees latitude (g = 980.6199 gals.).
 LA0731
 LA0731.The modeled gravity was interpolated from observed gravity values.
 LA0731
 LA0731;                    North         East    Units  Estimated Accuracy
 LA0731;SPC IN E     -   628,389.5     167,811.9     MT  (+/- 3 meters HH1 GPS) 
 LA0731
 LA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8008730481(NAD 83)
 LA0731
 LA0731                          SUPERSEDED SURVEY CONTROL
 LA0731
 LA0731  NGVD 29 (??/??/92)  250.377  (m)          821.45   (f) ADJ UNCH    2 0
 LA0731
 LA0731.Superseded values are not recommended for survey control.
 LA0731
 LA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0731.See file dsdata.pdf to determine how the superseded data were derived.
 LA0731
 LA0731_MARKER: DB = BENCH MARK DISK
 LA0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0731_STAMPING: W 222 1947
 LA0731_MARK LOGO: CGS
 LA0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0731+STABILITY: SURFACE MOTION
 LA0731
 LA0731  HISTORY     - Date     Condition        Report By
 LA0731  HISTORY     - 1947     MONUMENTED       CGS
 LA0731
 LA0731                          STATION DESCRIPTION
 LA0731
 LA0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0731'5 MI S FROM MONROEVILLE.
 LA0731'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0731'AT MONROEVILLE, ABOUT 1.1 MILES SOUTH OF THE ALLEN-ADAMS COUNTY
 LA0731'LINE, AT A CROSS ROAD, 109 FEET SOUTH OF THE CENTER LINE OF THE
 LA0731'CROSS ROAD, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 87.5
 LA0731'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 2
 LA0731'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0731'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0731'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0478 ***********************************************************************
 LA0478  DESIGNATION -  W 223
 LA0478  PID         -  LA0478
 LA0478  STATE/COUNTY-  IN/ADAMS
 LA0478  COUNTRY     -  US
 LA0478  USGS QUAD   -  WREN (2016)
 LA0478
 LA0478                         *CURRENT SURVEY CONTROL
 LA0478  ______________________________________________________________________
 LA0478* NAD 83(1986) POSITION- 40 48 26.     (N) 084 49 21.     (W)   SCALED
 LA0478* NAVD 88 ORTHO HEIGHT -   249.265 (meters)      817.80  (feet) ADJUSTED
 LA0478  ______________________________________________________________________
 LA0478  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 LA0478  DYNAMIC HEIGHT  -        249.155 (meters)      817.44  (feet) COMP
 LA0478  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 LA0478
 LA0478  VERT ORDER      -  SECOND    CLASS 0
 LA0478
 LA0478.The horizontal coordinates were scaled from a map and have
 LA0478.an estimated accuracy of +/- 6 seconds.
 LA0478
 LA0478.The orthometric height was determined by differential leveling and
 LA0478.adjusted by the NATIONAL GEODETIC SURVEY
 LA0478.in June 1991.
 LA0478
 LA0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0478.GEOID18 height accuracy estimate available here.
 LA0478
 LA0478.Click photographs - Photos may exist for this station.
 LA0478
 LA0478.The dynamic height is computed by dividing the NAVD 88
 LA0478.geopotential number by the normal gravity value computed on the
 LA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0478.degrees latitude (g = 980.6199 gals.).
 LA0478
 LA0478.The modeled gravity was interpolated from observed gravity values.
 LA0478
 LA0478;                    North         East    Units  Estimated Accuracy
 LA0478;SPC IN E     -   617,490.      171,230.      MT  (+/- 180 meters Scaled)
 LA0478
 LA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL836196(NAD 83)
 LA0478
 LA0478                          SUPERSEDED SURVEY CONTROL
 LA0478
 LA0478  NGVD 29 (??/??/92)  249.424  (m)          818.32   (f) ADJ UNCH    2 0
 LA0478
 LA0478.Superseded values are not recommended for survey control.
 LA0478
 LA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0478.See file dsdata.pdf to determine how the superseded data were derived.
 LA0478
 LA0478_MARKER: DB = BENCH MARK DISK
 LA0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0478_STAMPING: W 223 1947
 LA0478_MARK LOGO: CGS
 LA0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0478+STABILITY: SURFACE MOTION
 LA0478
 LA0478  HISTORY     - Date     Condition        Report By
 LA0478  HISTORY     - 1947     MONUMENTED       CGS
 LA0478
 LA0478                          STATION DESCRIPTION
 LA0478
 LA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0478'2.8 MI W FROM WREN.
 LA0478'ABOUT 2.75 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0478'AT WREN, ABOUT 1.05 MILE WEST OF THE OHIO-INDIANA STATE LINE,
 LA0478'ABOUT 1.0 MILE EAST OF THE CROSSING OF STATE HIGHWAY 101 AT BOBO,
 LA0478'AT A CROSS ROAD, 42.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 LA0478'TRACK, 24 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA0478'2 FEET NORTH OF THE FENCE LINE, 2.5 FEET NORTHWEST OF THE FENCE
 LA0478'CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 9 FEET
 LA0478'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0478'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1982 ***********************************************************************
 LA1982  DESIGNATION -  W 224 RESET
 LA1982  PID         -  LA1982
 LA1982  STATE/COUNTY-  IN/ADAMS
 LA1982  COUNTRY     -  US
 LA1982  USGS QUAD   -  WILLSHIRE (2016)
 LA1982
 LA1982                         *CURRENT SURVEY CONTROL
 LA1982  ______________________________________________________________________
 LA1982* NAD 83(1986) POSITION- 40 44 46.     (N) 084 52 27.     (W)   SCALED
 LA1982* NAVD 88 ORTHO HEIGHT -   247.65  (meters)      812.5   (feet) RESET
 LA1982  ______________________________________________________________________
 LA1982  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LA1982  VERT ORDER      -  THIRD
 LA1982
 LA1982.The horizontal coordinates were scaled from a map and have
 LA1982.an estimated accuracy of +/- 6 seconds.
 LA1982
 LA1982.The orthometric height was computed from unverified reset data.
 LA1982
 LA1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1982.GEOID18 height accuracy estimate available here.
 LA1982
 LA1982.Click photographs - Photos may exist for this station.
 LA1982
 LA1982;                    North         East    Units  Estimated Accuracy
 LA1982;SPC IN E     -   610,670.      166,930.      MT  (+/- 180 meters Scaled)
 LA1982
 LA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794127(NAD 83)
 LA1982
 LA1982                          SUPERSEDED SURVEY CONTROL
 LA1982
 LA1982  NGVD 29 (08/22/16)  247.81   (m)          813.0    (f) RESET       3  
 LA1982
 LA1982.Superseded values are not recommended for survey control.
 LA1982
 LA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1982.See file dsdata.pdf to determine how the superseded data were derived.
 LA1982
 LA1982_MARKER: DV = VERTICAL CONTROL DISK
 LA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1982_STAMPING: W 224 RESET 1983
 LA1982_MARK LOGO: NGS
 LA1982_PROJECTION: FLUSH
 LA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1982+STABILITY: SURFACE MOTION
 LA1982
 LA1982  HISTORY     - Date     Condition        Report By
 LA1982  HISTORY     - 1983     MONUMENTED       NGS
 LA1982
 LA1982                          STATION DESCRIPTION
 LA1982
 LA1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LA1982'5.6 KM (3.45 MI) EAST FROM MONROE.
 LA1982'5.6 KM (3.45 MI) EAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LA1982'IN MONROE, 0.35 MILE EAST OF A CROSSROAD, 11.3 METERS (37.0 FEET)
 LA1982'NORTH OF THE CENTERLINE OF HIGHWAY 124, AND 0.6 METER (2.0 FEET) SOUTH
 LA1982'OF A 4X4 FOOT CONCRETE RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0636 ***********************************************************************
 LA0636  DESIGNATION -  W 225
 LA0636  PID         -  LA0636
 LA0636  STATE/COUNTY-  IN/ADAMS
 LA0636  COUNTRY     -  US
 LA0636  USGS QUAD   -  BERNE (2019)
 LA0636
 LA0636                         *CURRENT SURVEY CONTROL
 LA0636  ______________________________________________________________________
 LA0636* NAD 83(1986) POSITION- 40 39 08.     (N) 084 57 17.     (W)   SCALED
 LA0636* NAVD 88 ORTHO HEIGHT -   262.507 (meters)      861.24  (feet) ADJUSTED
 LA0636  ______________________________________________________________________
 LA0636  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA0636  DYNAMIC HEIGHT  -        262.383 (meters)      860.83  (feet) COMP
 LA0636  MODELED GRAVITY -    980,147.0   (mgal)                       NAVD 88
 LA0636
 LA0636  VERT ORDER      -  SECOND    CLASS 0
 LA0636
 LA0636.The horizontal coordinates were scaled from a map and have
 LA0636.an estimated accuracy of +/- 6 seconds.
 LA0636
 LA0636.The orthometric height was determined by differential leveling and
 LA0636.adjusted by the NATIONAL GEODETIC SURVEY
 LA0636.in June 1991.
 LA0636
 LA0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0636.GEOID18 height accuracy estimate available here.
 LA0636
 LA0636.Click photographs - Photos may exist for this station.
 LA0636
 LA0636.The dynamic height is computed by dividing the NAVD 88
 LA0636.geopotential number by the normal gravity value computed on the
 LA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0636.degrees latitude (g = 980.6199 gals.).
 LA0636
 LA0636.The modeled gravity was interpolated from observed gravity values.
 LA0636
 LA0636;                    North         East    Units  Estimated Accuracy
 LA0636;SPC IN E     -   600,180.      160,210.      MT  (+/- 180 meters Scaled)
 LA0636
 LA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729021(NAD 83)
 LA0636
 LA0636                          SUPERSEDED SURVEY CONTROL
 LA0636
 LA0636  NGVD 29 (??/??/92)  262.66   (m)          861.7    (f) COMPUTED    2 0
 LA0636
 LA0636.Superseded values are not recommended for survey control.
 LA0636
 LA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0636.See file dsdata.pdf to determine how the superseded data were derived.
 LA0636
 LA0636_MARKER: DB = BENCH MARK DISK
 LA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0636_STAMPING: W 225 1947
 LA0636_MARK LOGO: CGS
 LA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0636+STABILITY: SURFACE MOTION
 LA0636
 LA0636  HISTORY     - Date     Condition        Report By
 LA0636  HISTORY     - 1947     MONUMENTED       CGS
 LA0636
 LA0636                          STATION DESCRIPTION
 LA0636
 LA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0636'0.4 MI S FROM BERNE.
 LA0636'ABOUT 0.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0636'WITH STATE HIGHWAY 118 AT BERNE , AT A CURVE WITH TANGENTS
 LA0636'EXTENDING SOUTH AND NORTHWEST AND THE Y JUNCTION OF A ROAD LEADING
 LA0636'NORTH, 34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19
 LA0636'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 168 FEET NORTH
 LA0636'OF THE CITY LIMIT SIGN, 5 FEET NORTH OF POWER POLE NO. 23256, 2
 LA0636'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0636'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0636'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0637 ***********************************************************************
 LA0637  DESIGNATION -  W 225 RESET
 LA0637  PID         -  LA0637
 LA0637  STATE/COUNTY-  IN/ADAMS
 LA0637  COUNTRY     -  US
 LA0637  USGS QUAD   -  BERNE (2019)
 LA0637
 LA0637                         *CURRENT SURVEY CONTROL
 LA0637  ______________________________________________________________________
 LA0637* NAD 83(1986) POSITION- 40 39 08.     (N) 084 57 17.     (W)   SCALED
 LA0637* NAVD 88 ORTHO HEIGHT -   262.54  (meters)      861.4   (feet) RESET
 LA0637  ______________________________________________________________________
 LA0637  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA0637  VERT ORDER      -  THIRD
 LA0637
 LA0637.The horizontal coordinates were scaled from a map and have
 LA0637.an estimated accuracy of +/- 6 seconds.
 LA0637
 LA0637.The orthometric height was computed from unverified reset data.
 LA0637
 LA0637.No vertical observational check was made to the station.
 LA0637
 LA0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0637.GEOID18 height accuracy estimate available here.
 LA0637
 LA0637.Click photographs - Photos may exist for this station.
 LA0637
 LA0637;                    North         East    Units  Estimated Accuracy
 LA0637;SPC IN E     -   600,180.      160,210.      MT  (+/- 180 meters Scaled)
 LA0637
 LA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729021(NAD 83)
 LA0637
 LA0637                          SUPERSEDED SURVEY CONTROL
 LA0637
 LA0637  NGVD 29 (??/??/??)  262.90   (m)          862.5    (f) RESET       3  
 LA0637
 LA0637.Superseded values are not recommended for survey control.
 LA0637
 LA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0637.See file dsdata.pdf to determine how the superseded data were derived.
 LA0637
 LA0637_MARKER: DB = BENCH MARK DISK
 LA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0637_STAMPING: W 225 RESET 1949
 LA0637_MARK LOGO: CGS
 LA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0637+STABILITY: SURFACE MOTION
 LA0637
 LA0637  HISTORY     - Date     Condition        Report By
 LA0637  HISTORY     - 1949     MONUMENTED       LOCSUR
 LA0637  HISTORY     - 1950     GOOD             CGS
 LA0637
 LA0637                          STATION DESCRIPTION
 LA0637
 LA0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LA0637'0.4 MI S FROM BERNE.
 LA0637'0.4 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION WTH
 LA0637'STATE HIGHWAY 118 AT BERNE, AT A CURVE WITH TANGENTS EXTENDING
 LA0637'SOUTH AND NORTHWEST AND THE Y-JUNCTION OF A STREET LEADING NORTH,
 LA0637'15 FEET EAST OF THE CENTERLINE OF THE STREET, AND 4.8 FEET WEST
 LA0637'OF THE SOUTHWEST CORNER OF LOT 814, SEVENTY-SIXTH ADDITION TO THE
 LA0637'TOWN OF BERNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0569 ***********************************************************************
 LA0569  DESIGNATION -  W 226
 LA0569  PID         -  LA0569
 LA0569  STATE/COUNTY-  IN/ADAMS
 LA0569  COUNTRY     -  US
 LA0569  USGS QUAD   -  BERNE (2019)
 LA0569
 LA0569                         *CURRENT SURVEY CONTROL
 LA0569  ______________________________________________________________________
 LA0569* NAD 83(1986) POSITION- 40 39 30.     (N) 084 55 04.     (W)   SCALED
 LA0569* NAVD 88 ORTHO HEIGHT -   254.014 (meters)      833.38  (feet) ADJUSTED
 LA0569  ______________________________________________________________________
 LA0569  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 LA0569  DYNAMIC HEIGHT  -        253.895 (meters)      832.99  (feet) COMP
 LA0569  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 LA0569
 LA0569  VERT ORDER      -  SECOND    CLASS 0
 LA0569
 LA0569.The horizontal coordinates were scaled from a map and have
 LA0569.an estimated accuracy of +/- 6 seconds.
 LA0569
 LA0569.The orthometric height was determined by differential leveling and
 LA0569.adjusted by the NATIONAL GEODETIC SURVEY
 LA0569.in June 1991.
 LA0569
 LA0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0569.GEOID18 height accuracy estimate available here.
 LA0569
 LA0569.Click photographs - Photos may exist for this station.
 LA0569
 LA0569.The dynamic height is computed by dividing the NAVD 88
 LA0569.geopotential number by the normal gravity value computed on the
 LA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0569.degrees latitude (g = 980.6199 gals.).
 LA0569
 LA0569.The modeled gravity was interpolated from observed gravity values.
 LA0569
 LA0569;                    North         East    Units  Estimated Accuracy
 LA0569;SPC IN E     -   600,890.      163,330.      MT  (+/- 180 meters Scaled)
 LA0569
 LA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL760029(NAD 83)
 LA0569
 LA0569                          SUPERSEDED SURVEY CONTROL
 LA0569
 LA0569  NGVD 29 (??/??/92)  254.165  (m)          833.87   (f) ADJ UNCH    2 0
 LA0569
 LA0569.Superseded values are not recommended for survey control.
 LA0569
 LA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0569.See file dsdata.pdf to determine how the superseded data were derived.
 LA0569
 LA0569_MARKER: DB = BENCH MARK DISK
 LA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0569_STAMPING: W 226 1947
 LA0569_MARK LOGO: CGS
 LA0569_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0569+STABILITY: SURFACE MOTION
 LA0569
 LA0569  HISTORY     - Date     Condition        Report By
 LA0569  HISTORY     - 1947     MONUMENTED       CGS
 LA0569  HISTORY     - 1983     GOOD             NGS
 LA0569
 LA0569                          STATION DESCRIPTION
 LA0569
 LA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0569'1.8 MI E FROM BERNE.
 LA0569'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST
 LA0569'OFFICE AT BERNE, AT THE JUNCTION OF A ROAD LEADING NORTH, 37
 LA0569'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 LA0569'THE CENTER LINE OF THE ROAD NORTH, 15 FEET EAST OF A FENCE
 LA0569'CORNER POST, 23 FEET SOUTHEAST OF THE CENTER OF AN IRON GRILL
 LA0569'COVERED ROUND CONCRETE DRAIN BOX, 1.2 FEET SOUTH OF THE FENCE
 LA0569'LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0569'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0569'5 INCHES.
 LA0569
 LA0569                          STATION RECOVERY (1983)
 LA0569
 LA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0569'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0832 ***********************************************************************
 LA0832  DESIGNATION -  W 227
 LA0832  PID         -  LA0832
 LA0832  STATE/COUNTY-  IN/JAY
 LA0832  COUNTRY     -  US
 LA0832  USGS QUAD   -  DOMESTIC (2019)
 LA0832
 LA0832                         *CURRENT SURVEY CONTROL
 LA0832  ______________________________________________________________________
 LA0832* NAD 83(1986) POSITION- 40 32 51.     (N) 085 00 24.     (W)   SCALED
 LA0832* NAVD 88 ORTHO HEIGHT -   261.574 (meters)      858.18  (feet) ADJUSTED
 LA0832  ______________________________________________________________________
 LA0832  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 LA0832  DYNAMIC HEIGHT  -        261.446 (meters)      857.76  (feet) COMP
 LA0832  MODELED GRAVITY -    980,129.0   (mgal)                       NAVD 88
 LA0832
 LA0832  VERT ORDER      -  SECOND    CLASS 0
 LA0832
 LA0832.The horizontal coordinates were scaled from a map and have
 LA0832.an estimated accuracy of +/- 6 seconds.
 LA0832
 LA0832.The orthometric height was determined by differential leveling and
 LA0832.adjusted by the NATIONAL GEODETIC SURVEY
 LA0832.in June 1991.
 LA0832
 LA0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0832.GEOID18 height accuracy estimate available here.
 LA0832
 LA0832.Click photographs - Photos may exist for this station.
 LA0832
 LA0832.The dynamic height is computed by dividing the NAVD 88
 LA0832.geopotential number by the normal gravity value computed on the
 LA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0832.degrees latitude (g = 980.6199 gals.).
 LA0832
 LA0832.The modeled gravity was interpolated from observed gravity values.
 LA0832
 LA0832;                    North         East    Units  Estimated Accuracy
 LA0832;SPC IN E     -   588,520.      155,910.      MT  (+/- 180 meters Scaled)
 LA0832
 LA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK687904(NAD 83)
 LA0832
 LA0832                          SUPERSEDED SURVEY CONTROL
 LA0832
 LA0832  NGVD 29 (??/??/92)  261.720  (m)          858.66   (f) ADJ UNCH    2 0
 LA0832
 LA0832.Superseded values are not recommended for survey control.
 LA0832
 LA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0832.See file dsdata.pdf to determine how the superseded data were derived.
 LA0832
 LA0832_MARKER: DB = BENCH MARK DISK
 LA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0832_STAMPING: W 227 1947
 LA0832_MARK LOGO: CGS
 LA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0832+STABILITY: SURFACE MOTION
 LA0832
 LA0832  HISTORY     - Date     Condition        Report By
 LA0832  HISTORY     - 1947     MONUMENTED       CGS
 LA0832  HISTORY     - 1970     GOOD             NGS
 LA0832
 LA0832                          STATION DESCRIPTION
 LA0832
 LA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0832'2.8 MI NW FROM BRYANT.
 LA0832'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0832'CHURCH AT BRYANT, THENCE ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY
 LA0832'18, ABOUT 0.1 MILE WEST OF A CURVE IN THE HIGHWAY WITH TANGENTS
 LA0832'EXTENDING WEST AND SOUTHEAST AND THE JUNCTION OF A ROAD LEADING
 LA0832'EAST, AT THE T JUNCTION OF A ROAD LEADING NORTH, 29.5 FEET SOUTH
 LA0832'OF THE CENTER LINE OF THE HIGHWAY, 175 FEET WEST OF THE PROLONGED
 LA0832'CENTER LINE OF THE ROAD NORTH, 1.3 FEET NORTH OF THE FENCE
 LA0832'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0832'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0832'PROJECTING 4 INCHES.  NOTE-- THE WOODEN WITNESS POST WAS
 LA0832'REPLACED BY A METAL WITNESS POST AND SIGN.
 LA0832
 LA0832                          STATION RECOVERY (1970)
 LA0832
 LA0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1177 ***********************************************************************
 JZ1177  DESIGNATION -  W 228
 JZ1177  PID         -  JZ1177
 JZ1177  STATE/COUNTY-  IN/WAYNE
 JZ1177  COUNTRY     -  US
 JZ1177  USGS QUAD   -  WHITEWATER (2019)
 JZ1177
 JZ1177                         *CURRENT SURVEY CONTROL
 JZ1177  ______________________________________________________________________
 JZ1177* NAD 83(1986) POSITION- 39 53 39.     (N) 084 49 52.     (W)   SCALED
 JZ1177* NAVD 88 ORTHO HEIGHT -   313.744 (meters)     1029.34  (feet) ADJUSTED
 JZ1177  ______________________________________________________________________
 JZ1177  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 JZ1177  DYNAMIC HEIGHT  -        313.560 (meters)     1028.74  (feet) COMP
 JZ1177  MODELED GRAVITY -    980,034.1   (mgal)                       NAVD 88
 JZ1177
 JZ1177  VERT ORDER      -  SECOND    CLASS 0
 JZ1177
 JZ1177.The horizontal coordinates were scaled from a map and have
 JZ1177.an estimated accuracy of +/- 6 seconds.
 JZ1177
 JZ1177.The orthometric height was determined by differential leveling and
 JZ1177.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1177.in June 1991.
 JZ1177
 JZ1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1177.GEOID18 height accuracy estimate available here.
 JZ1177
 JZ1177.Click photographs - Photos may exist for this station.
 JZ1177
 JZ1177.The dynamic height is computed by dividing the NAVD 88
 JZ1177.geopotential number by the normal gravity value computed on the
 JZ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1177.degrees latitude (g = 980.6199 gals.).
 JZ1177
 JZ1177.The modeled gravity was interpolated from observed gravity values.
 JZ1177
 JZ1177;                    North         East    Units  Estimated Accuracy
 JZ1177;SPC IN E     -   516,100.      171,460.      MT  (+/- 180 meters Scaled)
 JZ1177
 JZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK854182(NAD 83)
 JZ1177
 JZ1177                          SUPERSEDED SURVEY CONTROL
 JZ1177
 JZ1177  NGVD 29 (??/??/92)  313.886  (m)         1029.81   (f) ADJ UNCH    2 0
 JZ1177
 JZ1177.Superseded values are not recommended for survey control.
 JZ1177
 JZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1177.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1177
 JZ1177_MARKER: DB = BENCH MARK DISK
 JZ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1177_STAMPING: W 228 1947
 JZ1177_MARK LOGO: CGS
 JZ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1177+STABILITY: SURFACE MOTION
 JZ1177
 JZ1177  HISTORY     - Date     Condition        Report By
 JZ1177  HISTORY     - 1947     MONUMENTED       CGS
 JZ1177
 JZ1177                          STATION DESCRIPTION
 JZ1177
 JZ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1177'AT MIDDLEBORO.
 JZ1177'AT MIDDLEBORO, 350 FEET SOUTH OF THE SOUTH END OF THE STEEL
 JZ1177'BRIDGE OVER MIDDLE FORK, 278 FEET SOUTH OF THE CROSSROADS, 20
 JZ1177'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET SOUTH
 JZ1177'OF A CONCRETE TELEGRAPH POLE, 1 FOOT WEST OF A WIRE FENCE, 6
 JZ1177'FEET NORTH OF A FENCE CORNER POST, 2.5 FEET NORTH OF A WHITE
 JZ1177'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JZ1177'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0430 ***********************************************************************
 LA0430  DESIGNATION -  W 229
 LA0430  PID         -  LA0430
 LA0430  STATE/COUNTY-  IN/RANDOLPH
 LA0430  COUNTRY     -  US
 LA0430  USGS QUAD   -  LYNN (2019)
 LA0430
 LA0430                         *CURRENT SURVEY CONTROL
 LA0430  ______________________________________________________________________
 LA0430* NAD 83(1986) POSITION- 40 02 55.     (N) 084 54 43.     (W)   SCALED
 LA0430* NAVD 88 ORTHO HEIGHT -   358.401 (meters)     1175.85  (feet) ADJUSTED
 LA0430  ______________________________________________________________________
 LA0430  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 LA0430  DYNAMIC HEIGHT  -        358.203 (meters)     1175.20  (feet) COMP
 LA0430  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 LA0430
 LA0430  VERT ORDER      -  SECOND    CLASS 0
 LA0430
 LA0430.The horizontal coordinates were scaled from a map and have
 LA0430.an estimated accuracy of +/- 6 seconds.
 LA0430
 LA0430.The orthometric height was determined by differential leveling and
 LA0430.adjusted by the NATIONAL GEODETIC SURVEY
 LA0430.in June 1991.
 LA0430
 LA0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0430.GEOID18 height accuracy estimate available here.
 LA0430
 LA0430.Click photographs - Photos may exist for this station.
 LA0430
 LA0430.The dynamic height is computed by dividing the NAVD 88
 LA0430.geopotential number by the normal gravity value computed on the
 LA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0430.degrees latitude (g = 980.6199 gals.).
 LA0430
 LA0430.The modeled gravity was interpolated from observed gravity values.
 LA0430
 LA0430;                    North         East    Units  Estimated Accuracy
 LA0430;SPC IN E     -   533,190.      164,400.      MT  (+/- 180 meters Scaled)
 LA0430
 LA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK781352(NAD 83)
 LA0430
 LA0430                          SUPERSEDED SURVEY CONTROL
 LA0430
 LA0430  NGVD 29 (??/??/92)  358.540  (m)         1176.31   (f) ADJ UNCH    2 0
 LA0430
 LA0430.Superseded values are not recommended for survey control.
 LA0430
 LA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0430.See file dsdata.pdf to determine how the superseded data were derived.
 LA0430
 LA0430_MARKER: DB = BENCH MARK DISK
 LA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0430_STAMPING: W 229 1947
 LA0430_MARK LOGO: CGS
 LA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0430+STABILITY: SURFACE MOTION
 LA0430
 LA0430  HISTORY     - Date     Condition        Report By
 LA0430  HISTORY     - 1947     MONUMENTED       CGS
 LA0430
 LA0430                          STATION DESCRIPTION
 LA0430
 LA0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0430'1.6 MI E FROM LYNN.
 LA0430'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0430'WITH U.S. HIGHWAY 27 AT LYNN, AT A JOGGED CROSS ROAD, 66.5 FEET
 LA0430'NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER
 LA0430'LINE OF THE ROAD LEADING NORTH, 44 FEET NORTH OF A FENCE CORNER,
 LA0430'45.5 FEET NORTH OF THE NORTH END OF THE RIGHT ANGLE SHAPED CONCRETE
 LA0430'HEAD WALL OF AN 8-INCH PIPE CULVERT UNDER THE ROAD NORTH, 1.3
 LA0430'FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0430'POST, ABOUT 1 FOOT BELOW THE ROAD NORTH AND SET IN THE TOP OF A
 LA0430'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0699 ***********************************************************************
 ME0699  DESIGNATION -  W 23
 ME0699  PID         -  ME0699
 ME0699  STATE/COUNTY-  IN/STARKE
 ME0699  COUNTRY     -  US
 ME0699  USGS QUAD   -  HAMLET (2019)
 ME0699
 ME0699                         *CURRENT SURVEY CONTROL
 ME0699  ______________________________________________________________________
 ME0699* NAD 83(1986) POSITION- 41 24 15.     (N) 086 33 20.     (W)   SCALED
 ME0699* NAVD 88 ORTHO HEIGHT -   210.527 (meters)      690.70  (feet) ADJUSTED
 ME0699  ______________________________________________________________________
 ME0699  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 ME0699  DYNAMIC HEIGHT  -        210.443 (meters)      690.43  (feet) COMP
 ME0699  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 ME0699
 ME0699  VERT ORDER      -  FIRST     CLASS II
 ME0699
 ME0699.The horizontal coordinates were scaled from a map and have
 ME0699.an estimated accuracy of +/- 6 seconds.
 ME0699
 ME0699.The orthometric height was determined by differential leveling and
 ME0699.adjusted by the NATIONAL GEODETIC SURVEY
 ME0699.in June 1991.
 ME0699
 ME0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0699.GEOID18 height accuracy estimate available here.
 ME0699
 ME0699.Click photographs - Photos may exist for this station.
 ME0699
 ME0699.The dynamic height is computed by dividing the NAVD 88
 ME0699.geopotential number by the normal gravity value computed on the
 ME0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0699.degrees latitude (g = 980.6199 gals.).
 ME0699
 ME0699.The modeled gravity was interpolated from observed gravity values.
 ME0699
 ME0699;                    North         East    Units  Estimated Accuracy
 ME0699;SPC IN W     -   683,580.      944,130.      MT  (+/- 180 meters Scaled)
 ME0699
 ME0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL371837(NAD 83)
 ME0699
 ME0699                          SUPERSEDED SURVEY CONTROL
 ME0699
 ME0699  NGVD 29 (??/??/92)  210.628  (m)          691.04   (f) ADJ UNCH    1 2
 ME0699
 ME0699.Superseded values are not recommended for survey control.
 ME0699
 ME0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0699.See file dsdata.pdf to determine how the superseded data were derived.
 ME0699
 ME0699_MARKER: DB = BENCH MARK DISK
 ME0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0699_STAMPING: W 23 1934
 ME0699_MARK LOGO: CGS
 ME0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0699+STABILITY: SURFACE MOTION
 ME0699
 ME0699  HISTORY     - Date     Condition        Report By
 ME0699  HISTORY     - 1934     MONUMENTED       CGS
 ME0699  HISTORY     - 1946     GOOD             CGS
 ME0699  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0699
 ME0699                          STATION DESCRIPTION
 ME0699
 ME0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0699'2 MI NE FROM HAMLET.
 ME0699'ABOUT 2.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 ME0699'FROM THE STATION AT HAMLET, STARKE COUNTY, ABOUT 3-1/2 POLES
 ME0699'NORTHEAST OF POLE 25/20, AT A TARVIA ROAD CROSSING, 94 FEET
 ME0699'NORTHEAST OF TELEPHONE POLE 9266 R, 45 FEET SOUTHEAST OF THE
 ME0699'SOUTHEAST RAIL, 66 FEET NORTHEAST OF THE CENTER LINE OF THE
 ME0699'ROAD, 47 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET NORTHWEST
 ME0699'OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 ME0699'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A BRONZE
 ME0699'DISK, STAMPED W 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0699'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ME0699
 ME0699                          STATION RECOVERY (1992)
 ME0699
 ME0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0699'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1756 ***********************************************************************
 JA1756  DESIGNATION -  W 23
 JA1756  PID         -  JA1756
 JA1756  STATE/COUNTY-  IN/HARRISON
 JA1756  COUNTRY     -  US
 JA1756  USGS QUAD   -  MAUCKPORT (2019)
 JA1756
 JA1756                         *CURRENT SURVEY CONTROL
 JA1756  ______________________________________________________________________
 JA1756* NAD 83(1997) POSITION- 38 05 00.25397(N) 086 14 17.94940(W)   ADJUSTED
 JA1756* NAVD 88 ORTHO HEIGHT -   232.85  (+/-2cm)      763.9   (feet) VERTCON3
 JA1756  ______________________________________________________________________
 JA1756  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 JA1756  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 JA1756  HORZ ORDER      -  SECOND
 JA1756  VERT ORDER      -  THIRD ? (See Below)
 JA1756
 JA1756.The horizontal coordinates were established by classical geodetic methods
 JA1756.and adjusted by the National Geodetic Survey in May 1999.
 JA1756
 JA1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1756
 JA1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1756.GEOID18 height accuracy estimate available here.
 JA1756
 JA1756.The vertical order pertains to the NGVD 29 superseded value.
 JA1756
 JA1756.Click photographs - Photos may exist for this station.
 JA1756
 JA1756.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1756
 JA1756. The following values were computed from the NAD 83(1997) position.
 JA1756
 JA1756;                    North         East     Units Scale Factor Converg.
 JA1756;SPC IN E     -   314,905.640    49,848.734   MT  0.99999763   -0 21 09.4
 JA1756;SPC IN E     - 1,033,152.92    163,545.39   sFT  0.99999763   -0 21 09.4
 JA1756;UTM  16      - 4,215,342.793   566,798.199   MT  0.99965495   +0 28 11.4
 JA1756
 JA1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1756!SPC IN E     -   0.99996864  x   0.99999763  =   0.99996627
 JA1756!UTM  16      -   0.99996864  x   0.99965495  =   0.99962360
 JA1756
 JA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6679815342(NAD 83)
 JA1756
 JA1756                          SUPERSEDED SURVEY CONTROL
 JA1756
 JA1756  NAD 83(1993)-  38 05 00.25472(N)    086 14 17.95118(W) AD(       ) 2
 JA1756  NAD 83(1986)-  38 05 00.26000(N)    086 14 17.95544(W) AD(       ) 2
 JA1756  NAD 27      -  38 05 00.00900(N)    086 14 18.06300(W) AD(       ) 2
 JA1756  NGVD 29             232.96   (m)          764.3    (f) LEVELING    3  
 JA1756
 JA1756.Superseded values are not recommended for survey control.
 JA1756
 JA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1756.See file dsdata.pdf to determine how the superseded data were derived.
 JA1756
 JA1756_MARKER: DB = BENCH MARK DISK
 JA1756_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1756_SP_SET: STEP
 JA1756_STAMPING: W 23 784 1937
 JA1756_MARK LOGO: USGS
 JA1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1756
 JA1756  HISTORY     - Date     Condition        Report By
 JA1756  HISTORY     - 1937     MONUMENTED       USGS
 JA1756  HISTORY     - 1947     GOOD             USGS
 JA1756
 JA1756                          STATION DESCRIPTION
 JA1756
 JA1756'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 JA1756'THIS IS A TRAVERSE STATION.
 JA1756'
 JA1756'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF CENTRAL, ABOUT
 JA1756'1 MILE SOUTHWEST OF VALLEY CITY, AND ON THE CONCRETE FRONT STEP OF
 JA1756'THE WESLEY CHAPEL.  THE DISK IS SET IN A DRILLED HOLE ON THE FIRST
 JA1756'CONCRETE STEP OF THE CHAPEL.  THE DISK IS STAMPED W 23 784 1937.
 JA1756'(THE 784 STAMPING ON THE DISK IS THE FEET ELEVATION.)
 JA1756'
 JA1756'TO REACH FROM THE ROAD INTERSECTION IN VALLEY CITY, GO WEST ON PAVED
 JA1756'ROAD FOR 1.0 MILES TO A GRAVELED SIDE ROAD LEFT AT THE TOP OF HILL,
 JA1756'TURN LEFT AND GO 0.8 MILE TO THE WESLEY CHAPEL AND STATION AS
 JA1756'DESCRIBED.
 JA1756'
 JA1756'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WESLEY TO W
 JA1756'23 1937 (USGS) IT IS 27.267 METERS (89.46 FEET) SOUTHWEST OF
 JA1756'TRIANGULATION STATION WESLEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1731 ***********************************************************************
 JZ1731  DESIGNATION -  W 230
 JZ1731  PID         -  JZ1731
 JZ1731  STATE/COUNTY-  IN/WAYNE
 JZ1731  COUNTRY     -  US
 JZ1731  USGS QUAD   -  GREENS FORK (2019)
 JZ1731
 JZ1731                         *CURRENT SURVEY CONTROL
 JZ1731  ______________________________________________________________________
 JZ1731* NAD 83(2011) POSITION- 39 58 32.83058(N) 085 03 17.38980(W)   ADJUSTED
 JZ1731* NAD 83(2011) ELLIP HT-   321.142 (meters)        (11/08/18)   ADJUSTED
 JZ1731* NAD 83(2011) EPOCH   -  2010.00
 JZ1731* NAVD 88 ORTHO HEIGHT -   354.840 (meters)     1164.17  (feet) ADJUSTED
 JZ1731  ______________________________________________________________________
 JZ1731  GEOID HEIGHT    -        -33.693 (meters)                     GEOID18
 JZ1731  NAD 83(2011) X  -    421,933.149 (meters)                     COMP
 JZ1731  NAD 83(2011) Y  - -4,876,461.703 (meters)                     COMP
 JZ1731  NAD 83(2011) Z  -  4,076,131.975 (meters)                     COMP
 JZ1731  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 JZ1731  DYNAMIC HEIGHT  -        354.641 (meters)     1163.52  (feet) COMP
 JZ1731  MODELED GRAVITY -    980,055.6   (mgal)                       NAVD 88
 JZ1731
 JZ1731  VERT ORDER      -  SECOND    CLASS 0
 JZ1731
 JZ1731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1731  Standards:
 JZ1731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1731  -------------------------------------------------------------------
 JZ1731  NETWORK    0.27   0.65           0.12   0.10   0.33      0.05451135
 JZ1731  -------------------------------------------------------------------
 JZ1731  Click here for local accuracies and other accuracy information.
 JZ1731
 JZ1731.The horizontal coordinates were established by GPS observations
 JZ1731.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 JZ1731
 JZ1731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1731.been affixed to the stable North American tectonic plate. See 
 JZ1731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1731
 JZ1731.The horizontal coordinates are valid at the epoch date displayed above
 JZ1731.which is a decimal equivalence of Year/Month/Day.
 JZ1731
 JZ1731.The orthometric height was determined by differential leveling and
 JZ1731.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1731.in June 1991.
 JZ1731
 JZ1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1731.GEOID18 height accuracy estimate available here.
 JZ1731
 JZ1731.Click photographs - Photos may exist for this station.
 JZ1731
 JZ1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1731
 JZ1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1731
 JZ1731.The ellipsoidal height was determined by GPS observations
 JZ1731.and is referenced to NAD 83.
 JZ1731
 JZ1731.The dynamic height is computed by dividing the NAVD 88
 JZ1731.geopotential number by the normal gravity value computed on the
 JZ1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1731.degrees latitude (g = 980.6199 gals.).
 JZ1731
 JZ1731.The modeled gravity was interpolated from observed gravity values.
 JZ1731
 JZ1731. The following values were computed from the NAD 83(2011) position.
 JZ1731
 JZ1731;                    North         East     Units Scale Factor Converg.
 JZ1731;SPC IN E     -   525,008.454   152,263.933   MT  1.00000028   +0 23 35.1
 JZ1731;SPC IN E     - 1,722,465.24    499,552.59   sFT  1.00000028   +0 23 35.1
 JZ1731;UTM  16      - 4,426,881.592   666,103.353   MT  0.99993966   +1 14 60.0
 JZ1731
 JZ1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1731!SPC IN E     -   0.99994962  x   1.00000028  =   0.99994990
 JZ1731!UTM  16      -   0.99994962  x   0.99993966  =   0.99988929
 JZ1731
 JZ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6610326881(NAD 83)
 JZ1731
 JZ1731                          SUPERSEDED SURVEY CONTROL
 JZ1731
 JZ1731  NAVD 88 (11/08/18)  354.8    (m)  GEOID12B model used  GPS OBS        
 JZ1731  NGVD 29 (??/??/92)  354.978  (m)         1164.62   (f) ADJ UNCH    2 0
 JZ1731
 JZ1731.Superseded values are not recommended for survey control.
 JZ1731
 JZ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1731.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1731
 JZ1731_MARKER: DB = BENCH MARK DISK
 JZ1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1731_STAMPING: W 230 1947
 JZ1731_MARK LOGO: CGS
 JZ1731_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1731+STABILITY: SURFACE MOTION
 JZ1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1731+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2017
 JZ1731
 JZ1731  HISTORY     - Date     Condition        Report By
 JZ1731  HISTORY     - 1947     MONUMENTED       CGS
 JZ1731  HISTORY     - 20051026 GOOD             GEOCAC
 JZ1731  HISTORY     - 20170314 GOOD             INDOT
 JZ1731
 JZ1731                          STATION DESCRIPTION
 JZ1731
 JZ1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1731'1.8 MI E FROM ECONOMY.
 JZ1731'ABOUT 1.8 MILE EAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL AT
 JZ1731'ECONOMY, AT A CURVE IN THE HIGHWAY WITH TANGENTS SOUTHEAST AND
 JZ1731'WEST AND THE JUNCTION OF A ROAD LEADING EAST, 65 FEET NORTHEAST
 JZ1731'OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET NORTH OF THE CENTER
 JZ1731'LINE OF THE ROAD EAST, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 JZ1731'THE CHESAPEAKE AND OHIO RAILROAD, 1.3 FEET SOUTH OF A WIRE FENCE,
 JZ1731'3.5 FEET WEST OF A CONCRETE FENCE CORNER AND GATE POST, 8 FEET
 JZ1731'EAST OF A POWER POLE, 37 FEET WEST OF A HIGHWAY R/W MARKER POST,
 JZ1731'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JZ1731'THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1731'5 INCHES.
 JZ1731
 JZ1731                          STATION RECOVERY (2005)
 JZ1731
 JZ1731'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1731'THE RAILROAD TRACKS HAVE BEEN REMOVED BUT THE ROADBED IS EVIDENT.  THE
 JZ1731'WIRE FENCE IS GONE.  A SMALL TREE IS GROWING NEXT TO AND OBSCURES THE
 JZ1731'CONCRETE FENCE CORNER.  POWER POLE IS WHITEWATER REMC K27-1.1-19.6
 JZ1731'BENCHMARK IS 2 FEET EAST OF A GTE FIBER OPTIC WARNING POST.
 JZ1731
 JZ1731                          STATION RECOVERY (2017)
 JZ1731
 JZ1731'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CS)
 JZ1731'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0302 ***********************************************************************
 LA0302  DESIGNATION -  W 231
 LA0302  PID         -  LA0302
 LA0302  STATE/COUNTY-  IN/RANDOLPH
 LA0302  COUNTRY     -  US
 LA0302  USGS QUAD   -  DEERFIELD (2019)
 LA0302
 LA0302                         *CURRENT SURVEY CONTROL
 LA0302  ______________________________________________________________________
 LA0302* NAD 83(1986) POSITION- 40 18 33.     (N) 084 55 37.     (W)   SCALED
 LA0302* NAVD 88 ORTHO HEIGHT -   315.751 (meters)     1035.93  (feet) ADJUSTED
 LA0302  ______________________________________________________________________
 LA0302  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 LA0302  DYNAMIC HEIGHT  -        315.589 (meters)     1035.39  (feet) COMP
 LA0302  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 LA0302
 LA0302  VERT ORDER      -  SECOND    CLASS 0
 LA0302
 LA0302.The horizontal coordinates were scaled from a map and have
 LA0302.an estimated accuracy of +/- 6 seconds.
 LA0302
 LA0302.The orthometric height was determined by differential leveling and
 LA0302.adjusted by the NATIONAL GEODETIC SURVEY
 LA0302.in June 1991.
 LA0302
 LA0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0302.GEOID18 height accuracy estimate available here.
 LA0302
 LA0302.Click photographs - Photos may exist for this station.
 LA0302
 LA0302.The dynamic height is computed by dividing the NAVD 88
 LA0302.geopotential number by the normal gravity value computed on the
 LA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0302.degrees latitude (g = 980.6199 gals.).
 LA0302
 LA0302.The modeled gravity was interpolated from observed gravity values.
 LA0302
 LA0302;                    North         East    Units  Estimated Accuracy
 LA0302;SPC IN E     -   562,110.      162,880.      MT  (+/- 180 meters Scaled)
 LA0302
 LA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK761641(NAD 83)
 LA0302
 LA0302                          SUPERSEDED SURVEY CONTROL
 LA0302
 LA0302  NGVD 29 (??/??/92)  315.900  (m)         1036.42   (f) ADJ UNCH    2 0
 LA0302
 LA0302.Superseded values are not recommended for survey control.
 LA0302
 LA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0302.See file dsdata.pdf to determine how the superseded data were derived.
 LA0302
 LA0302_MARKER: DB = BENCH MARK DISK
 LA0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0302_STAMPING: W 231 1947
 LA0302_MARK LOGO: CGS
 LA0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0302+STABILITY: SURFACE MOTION
 LA0302
 LA0302  HISTORY     - Date     Condition        Report By
 LA0302  HISTORY     - 1947     MONUMENTED       CGS
 LA0302
 LA0302                          STATION DESCRIPTION
 LA0302
 LA0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0302'1.7 MI W FROM NEW PITTSBURG.
 LA0302'ABOUT 1.7 MILES WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0302'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, ABOUT 0.4 MILE
 LA0302'WEST OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, SET AT
 LA0302'THE NORTH END OF A ROW OF HEDGE TREES LEADING SOUTH BETWEEN
 LA0302'TWO CULTIVATED FIELDS, 127 FEET SOUTH AND ACROSS THE ROAD FROM
 LA0302'THE SOUTHEAST CORNER OF AN ABANDONED BARN, 280 FEET NORTH OF
 LA0302'THE FIRST TREE IN THE HEDGE ROW, 176 FEET WEST OF THE SOUTH END
 LA0302'OF AN 8-INCH CORRUGATED PIPE CULVERT, 22 FEET SOUTH OF THE
 LA0302'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0302'POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 LA0302'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0353 ***********************************************************************
 LA0353  DESIGNATION -  W 232
 LA0353  PID         -  LA0353
 LA0353  STATE/COUNTY-  IN/JAY
 LA0353  COUNTRY     -  US
 LA0353  USGS QUAD   -  DEERFIELD (2019)
 LA0353
 LA0353                         *CURRENT SURVEY CONTROL
 LA0353  ______________________________________________________________________
 LA0353* NAD 83(1986) POSITION- 40 19 26.     (N) 084 54 03.     (W)   SCALED
 LA0353* NAVD 88 ORTHO HEIGHT -   320.289 (meters)     1050.81  (feet) ADJUSTED
 LA0353  ______________________________________________________________________
 LA0353  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 LA0353  DYNAMIC HEIGHT  -        320.127 (meters)     1050.28  (feet) COMP
 LA0353  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 LA0353
 LA0353  VERT ORDER      -  SECOND    CLASS 0
 LA0353
 LA0353.The horizontal coordinates were scaled from a map and have
 LA0353.an estimated accuracy of +/- 6 seconds.
 LA0353
 LA0353.The orthometric height was determined by differential leveling and
 LA0353.adjusted by the NATIONAL GEODETIC SURVEY
 LA0353.in June 1991.
 LA0353
 LA0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0353.GEOID18 height accuracy estimate available here.
 LA0353
 LA0353.Click photographs - Photos may exist for this station.
 LA0353
 LA0353.The dynamic height is computed by dividing the NAVD 88
 LA0353.geopotential number by the normal gravity value computed on the
 LA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0353.degrees latitude (g = 980.6199 gals.).
 LA0353
 LA0353.The modeled gravity was interpolated from observed gravity values.
 LA0353
 LA0353;                    North         East    Units  Estimated Accuracy
 LA0353;SPC IN E     -   563,760.      165,090.      MT  (+/- 180 meters Scaled)
 LA0353
 LA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK783658(NAD 83)
 LA0353
 LA0353                          SUPERSEDED SURVEY CONTROL
 LA0353
 LA0353  NGVD 29 (??/??/92)  320.438  (m)         1051.30   (f) ADJ UNCH    2 0
 LA0353
 LA0353.Superseded values are not recommended for survey control.
 LA0353
 LA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0353.See file dsdata.pdf to determine how the superseded data were derived.
 LA0353
 LA0353_MARKER: DB = BENCH MARK DISK
 LA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0353_STAMPING: W 232 1947
 LA0353_MARK LOGO: CGS
 LA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0353+STABILITY: SURFACE MOTION
 LA0353
 LA0353  HISTORY     - Date     Condition        Report By
 LA0353  HISTORY     - 1947     MONUMENTED       CGS
 LA0353
 LA0353                          STATION DESCRIPTION
 LA0353
 LA0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0353'1.2 MI NW FROM NEW PITTSBURG.
 LA0353'ABOUT 0.25 MILE WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0353'THE GERMAN REFORM CHURCH AT NEW PITTSBURG, THENCE ABOUT 1.0 MILE
 LA0353'NORTH ALONG A GRAVEL ROAD LEADING TO BRICE, AT A GRAVEL CROSS ROAD,
 LA0353'38 FEET SOUTHWEST AND ACROSS THE EAST-WEST ROAD FROM THE WEST END
 LA0353'OF A 12-INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 35 FEET
 LA0353'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF
 LA0353'THE CENTER LINE OF THE EAST-WEST ROAD, 13 FEET WEST OF A POWER POLE
 LA0353'1 FOOT NORTH OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 LA0353'WITNESS POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 LA0353'A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0948 ***********************************************************************
 ME0948  DESIGNATION -  W 233
 ME0948  PID         -  ME0948
 ME0948  STATE/COUNTY-  IN/LAKE
 ME0948  COUNTRY     -  US
 ME0948  USGS QUAD   -  GARY (2019)
 ME0948
 ME0948                         *CURRENT SURVEY CONTROL
 ME0948  ______________________________________________________________________
 ME0948* NAD 83(1986) POSITION- 41 33 17.     (N) 087 21 20.     (W)   SCALED
 ME0948* NAVD 88 ORTHO HEIGHT -   182.229 (meters)      597.86  (feet) ADJUSTED
 ME0948  ______________________________________________________________________
 ME0948  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 ME0948  DYNAMIC HEIGHT  -        182.160 (meters)      597.64  (feet) COMP
 ME0948  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 ME0948
 ME0948  VERT ORDER      -  SECOND    CLASS 0
 ME0948
 ME0948.The horizontal coordinates were scaled from a map and have
 ME0948.an estimated accuracy of +/- 6 seconds.
 ME0948
 ME0948.The orthometric height was determined by differential leveling and
 ME0948.adjusted by the NATIONAL GEODETIC SURVEY
 ME0948.in June 1991.
 ME0948
 ME0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0948.GEOID18 height accuracy estimate available here.
 ME0948
 ME0948.Click photographs - Photos may exist for this station.
 ME0948
 ME0948.The dynamic height is computed by dividing the NAVD 88
 ME0948.geopotential number by the normal gravity value computed on the
 ME0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0948.degrees latitude (g = 980.6199 gals.).
 ME0948
 ME0948.The modeled gravity was interpolated from observed gravity values.
 ME0948
 ME0948;                    North         East    Units  Estimated Accuracy
 ME0948;SPC IN W     -   700,200.      877,290.      MT  (+/- 180 meters Scaled)
 ME0948
 ME0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM703004(NAD 83)
 ME0948
 ME0948                          SUPERSEDED SURVEY CONTROL
 ME0948
 ME0948  NGVD 29 (??/??/92)  182.330  (m)          598.19   (f) ADJ UNCH    2 0
 ME0948
 ME0948.Superseded values are not recommended for survey control.
 ME0948
 ME0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0948.See file dsdata.pdf to determine how the superseded data were derived.
 ME0948
 ME0948_MARKER: DB = BENCH MARK DISK
 ME0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0948_STAMPING: W 233 1947
 ME0948_MARK LOGO: CGS
 ME0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0948+STABILITY: SURFACE MOTION
 ME0948
 ME0948  HISTORY     - Date     Condition        Report By
 ME0948  HISTORY     - 1947     MONUMENTED       CGS
 ME0948  HISTORY     - 1955     GOOD             INFCC
 ME0948
 ME0948                          STATION DESCRIPTION
 ME0948
 ME0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0948'AT GARY.
 ME0948'AT GARY, ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS
 ME0948'INTERSECTION WITH STATE HIGHWAY 53 AT GARY, THENCE ABOUT 0.5
 ME0948'MILE NORTH ALONG GRANT STREET, IN THE SOUTHEAST ANGLE OF THE
 ME0948'JUNCTION OF 35TH AVENUE, 77 FEET EAST OF THE CENTER LINE OF
 ME0948'GRANT STREET, 12 FEET SOUTH OF THE SOUTH CURB OF 35TH AVE.,
 ME0948'4 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDE WALK, 2 FEET
 ME0948'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 0.4 FOOT ABOVE THE
 ME0948'SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ME0948'INCHES.
 ME0948
 ME0948                          STATION RECOVERY (1955)
 ME0948
 ME0948'RECOVERY NOTE BY IN FLOOD CONTR COMM 1955
 ME0948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2379 ***********************************************************************
 JZ2379  DESIGNATION -  W 234
 JZ2379  PID         -  JZ2379
 JZ2379  STATE/COUNTY-  IN/MADISON
 JZ2379  COUNTRY     -  US
 JZ2379  USGS QUAD   -  ANDERSON SOUTH (2019)
 JZ2379
 JZ2379                         *CURRENT SURVEY CONTROL
 JZ2379  ______________________________________________________________________
 JZ2379* NAD 83(1986) POSITION- 40 00 02.     (N) 085 44 16.     (W)   SCALED
 JZ2379* NAVD 88 ORTHO HEIGHT -   266.564 (meters)      874.55  (feet) ADJUSTED
 JZ2379  ______________________________________________________________________
 JZ2379  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2379  DYNAMIC HEIGHT  -        266.416 (meters)      874.07  (feet) COMP
 JZ2379  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JZ2379
 JZ2379  VERT ORDER      -  FIRST     CLASS II
 JZ2379
 JZ2379.The horizontal coordinates were scaled from a map and have
 JZ2379.an estimated accuracy of +/- 6 seconds.
 JZ2379
 JZ2379.The orthometric height was determined by differential leveling and
 JZ2379.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2379.in June 1991.
 JZ2379
 JZ2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2379.GEOID18 height accuracy estimate available here.
 JZ2379
 JZ2379.Click photographs - Photos may exist for this station.
 JZ2379
 JZ2379.The dynamic height is computed by dividing the NAVD 88
 JZ2379.geopotential number by the normal gravity value computed on the
 JZ2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2379.degrees latitude (g = 980.6199 gals.).
 JZ2379
 JZ2379.The modeled gravity was interpolated from observed gravity values.
 JZ2379
 JZ2379;                    North         East    Units  Estimated Accuracy
 JZ2379;SPC IN E     -   527,580.       93,930.      MT  (+/- 180 meters Scaled)
 JZ2379
 JZ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK077285(NAD 83)
 JZ2379
 JZ2379                          SUPERSEDED SURVEY CONTROL
 JZ2379
 JZ2379  NGVD 29 (??/??/92)  266.696  (m)          874.99   (f) ADJ UNCH    1 2
 JZ2379
 JZ2379.Superseded values are not recommended for survey control.
 JZ2379
 JZ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2379.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2379
 JZ2379_MARKER: DB = BENCH MARK DISK
 JZ2379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2379_SP_SET: BRIDGE
 JZ2379_STAMPING: W 234 1947
 JZ2379_MARK LOGO: CGS
 JZ2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2379
 JZ2379  HISTORY     - Date     Condition        Report By
 JZ2379  HISTORY     - 1947     MONUMENTED       CGS
 JZ2379
 JZ2379                          STATION DESCRIPTION
 JZ2379
 JZ2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2379'0.1 MI SW FROM PENDLETON.
 JZ2379'ABOUT 0.1 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2379'FROM THE STATION AT PENDLETON, SET IN THE TOP OF THE NORTH WING
 JZ2379'WALL OF THE RAILROAD OVERPASS BRIDGE OVER STATE HIGHWAY 38,
 JZ2379'ACROSS TRACKS FROM POLE NO. 255/33, 10 FEET NORTHWEST OF AND
 JZ2379'ABOUT 3 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0280 ***********************************************************************
 KA0280  DESIGNATION -  W 235
 KA0280  PID         -  KA0280
 KA0280  STATE/COUNTY-  IN/MARION
 KA0280  COUNTRY     -  US
 KA0280  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0280
 KA0280                         *CURRENT SURVEY CONTROL
 KA0280  ______________________________________________________________________
 KA0280* NAD 83(1986) POSITION- 39 47 00.     (N) 086 08 11.     (W)   SCALED
 KA0280* NAVD 88 ORTHO HEIGHT -   221.575 (meters)      726.95  (feet) ADJUSTED
 KA0280  ______________________________________________________________________
 KA0280  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 KA0280  DYNAMIC HEIGHT  -        221.452 (meters)      726.55  (feet) COMP
 KA0280  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 KA0280
 KA0280  VERT ORDER      -  FIRST     CLASS II
 KA0280
 KA0280.The horizontal coordinates were scaled from a map and have
 KA0280.an estimated accuracy of +/- 6 seconds.
 KA0280
 KA0280.The orthometric height was determined by differential leveling and
 KA0280.adjusted by the NATIONAL GEODETIC SURVEY
 KA0280.in June 1991.
 KA0280
 KA0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0280.GEOID18 height accuracy estimate available here.
 KA0280
 KA0280.Click photographs - Photos may exist for this station.
 KA0280
 KA0280.The dynamic height is computed by dividing the NAVD 88
 KA0280.geopotential number by the normal gravity value computed on the
 KA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0280.degrees latitude (g = 980.6199 gals.).
 KA0280
 KA0280.The modeled gravity was interpolated from observed gravity values.
 KA0280
 KA0280;                    North         East    Units  Estimated Accuracy
 KA0280;SPC IN E     -   503,570.       59,760.      MT  (+/- 180 meters Scaled)
 KA0280
 KA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK739040(NAD 83)
 KA0280
 KA0280                          SUPERSEDED SURVEY CONTROL
 KA0280
 KA0280  NGVD 29 (??/??/92)  221.715  (m)          727.41   (f) ADJ UNCH    1 2
 KA0280
 KA0280.Superseded values are not recommended for survey control.
 KA0280
 KA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0280.See file dsdata.pdf to determine how the superseded data were derived.
 KA0280
 KA0280_MARKER: DB = BENCH MARK DISK
 KA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0280_STAMPING: W 235 1947
 KA0280_MARK LOGO: CGS
 KA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0280+STABILITY: SURFACE MOTION
 KA0280
 KA0280  HISTORY     - Date     Condition        Report By
 KA0280  HISTORY     - 1947     MONUMENTED       CGS
 KA0280  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0280
 KA0280                          STATION DESCRIPTION
 KA0280
 KA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0280'AT INDIANAPOLIS.
 KA0280'AT INDIANAPOLIS, ABOUT 2.3 MILES NORTH ALONG THE NEW YORK CENTRAL
 KA0280'RAILROAD FROM THE UNION STATION, AT THE CROSSING OF COLUMBIA
 KA0280'AVENUE, 19.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET
 KA0280'NORTHEAST OF THE CENTER LINE OF COLUMBIA AVENUE, 36 FEET EAST
 KA0280'OF THE FENCE CORNER OF THE FENCE AROUND THE ATKOMATIC VALVE
 KA0280'CO. 2.5 FEET SOUTHEAST OF THE FENCE LINE, 16.0 FEET WEST OF
 KA0280'POLE 281/28, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KA0280'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA0280'PROJECTING 5 INCHES.
 KA0280
 KA0280                          STATION RECOVERY (1996)
 KA0280
 KA0280'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0261 ***********************************************************************
 KA0261  DESIGNATION -  W 236
 KA0261  PID         -  KA0261
 KA0261  STATE/COUNTY-  IN/MARION
 KA0261  COUNTRY     -  US
 KA0261  USGS QUAD   -  FISHERS (2019)
 KA0261
 KA0261                         *CURRENT SURVEY CONTROL
 KA0261  ______________________________________________________________________
 KA0261* NAD 83(1986) POSITION- 39 52 52.3    (N) 085 59 59.9    (W)   HD_HELD2
 KA0261* NAVD 88 ORTHO HEIGHT -   231.539 (meters)      759.64  (feet) ADJUSTED
 KA0261  ______________________________________________________________________
 KA0261  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 KA0261  DYNAMIC HEIGHT  -        231.409 (meters)      759.21  (feet) COMP
 KA0261  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 KA0261
 KA0261  VERT ORDER      -  SECOND    CLASS 0
 KA0261
 KA0261.The horizontal coordinates were established by autonomous hand held GPS
 KA0261.observations and have an estimated accuracy of +/- 10 meters.
 KA0261
 KA0261.The orthometric height was determined by differential leveling and
 KA0261.adjusted by the NATIONAL GEODETIC SURVEY
 KA0261.in June 1991.
 KA0261
 KA0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0261.GEOID18 height accuracy estimate available here.
 KA0261
 KA0261.Click photographs - Photos may exist for this station.
 KA0261
 KA0261.The dynamic height is computed by dividing the NAVD 88
 KA0261.geopotential number by the normal gravity value computed on the
 KA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0261.degrees latitude (g = 980.6199 gals.).
 KA0261
 KA0261.The modeled gravity was interpolated from observed gravity values.
 KA0261
 KA0261;                    North         East    Units  Estimated Accuracy
 KA0261;SPC IN E     -   514,380.       71,489.      MT  (+/- 10 meters HH2 GPS)
 KA0261
 KA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8551015049(NAD 83)
 KA0261
 KA0261                          SUPERSEDED SURVEY CONTROL
 KA0261
 KA0261  NGVD 29 (??/??/92)  231.676  (m)          760.09   (f) ADJ UNCH    2 0
 KA0261
 KA0261.Superseded values are not recommended for survey control.
 KA0261
 KA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0261.See file dsdata.pdf to determine how the superseded data were derived.
 KA0261
 KA0261_MARKER: DB = BENCH MARK DISK
 KA0261_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0261_SP_SET: BRIDGE WINGWALL
 KA0261_STAMPING: W 236 1947
 KA0261_MARK LOGO: CGS
 KA0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0261+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2014
 KA0261
 KA0261  HISTORY     - Date     Condition        Report By
 KA0261  HISTORY     - 1947     MONUMENTED       CGS
 KA0261  HISTORY     - 1976     GOOD             LOCSUR
 KA0261  HISTORY     - 19880730 GOOD             LOCENG
 KA0261  HISTORY     - 20140525 GOOD             GEOCAC
 KA0261
 KA0261                          STATION DESCRIPTION
 KA0261
 KA0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0261'2.6 MI NE FROM FORT BENJAMIN HARRISON.
 KA0261'ABOUT 0.9 MILE NORTH ALONG GREENE AVENUE, THENCE 0.5 MILE EAST
 KA0261'ALONG SHAFTER AVENUE, THENCE 1.25 MILE NORTH ALONG LEE ROAD FROM
 KA0261'THE NEW YORK CENTRAL RAILROAD STATION AT FORT BENJAMIN HARRISON,
 KA0261'ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, SET
 KA0261'IN THE TOP OF THE NORTHWEST WING WALL OF A 10-FOOT CONCRETE
 KA0261'BRIDGE OVER A DITCH, 14 FEET WEST OF THE CENTER LINE OF THE ROAD
 KA0261'AND ABOUT LEVEL WITH THE ROAD.
 KA0261
 KA0261                          STATION RECOVERY (1976)
 KA0261
 KA0261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0261'RECOVERED IN GOOD CONDITION.
 KA0261
 KA0261                          STATION RECOVERY (1988)
 KA0261
 KA0261'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 KA0261'RECOVERED IN GOOD CONDITION.
 KA0261
 KA0261                          STATION RECOVERY (2014)
 KA0261
 KA0261'RECOVERY NOTE BY GEOCACHING 2014 (RLM)
 KA0261'RECOVERED IN GOOD CONDITION.  THE ROAD LEADING WEST IS EAST
 KA0261'SEVENTY-FIRST STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2461 ***********************************************************************
 JZ2461  DESIGNATION -  W 237
 JZ2461  PID         -  JZ2461
 JZ2461  STATE/COUNTY-  IN/MARION
 JZ2461  COUNTRY     -  US
 JZ2461  USGS QUAD   -  CUMBERLAND (2019)
 JZ2461
 JZ2461                         *CURRENT SURVEY CONTROL
 JZ2461  ______________________________________________________________________
 JZ2461* NAD 83(1986) POSITION- 39 51 22.     (N) 085 57 13.     (W)   SCALED
 JZ2461* NAVD 88 ORTHO HEIGHT -   261.356 (meters)      857.47  (feet) ADJUSTED
 JZ2461  ______________________________________________________________________
 JZ2461  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 JZ2461  DYNAMIC HEIGHT  -        261.208 (meters)      856.98  (feet) COMP
 JZ2461  MODELED GRAVITY -    980,055.4   (mgal)                       NAVD 88
 JZ2461
 JZ2461  VERT ORDER      -  SECOND    CLASS 0
 JZ2461
 JZ2461.The horizontal coordinates were scaled from a map and have
 JZ2461.an estimated accuracy of +/- 6 seconds.
 JZ2461
 JZ2461.The orthometric height was determined by differential leveling and
 JZ2461.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2461.in June 1991.
 JZ2461
 JZ2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2461.GEOID18 height accuracy estimate available here.
 JZ2461
 JZ2461.Click photographs - Photos may exist for this station.
 JZ2461
 JZ2461.The dynamic height is computed by dividing the NAVD 88
 JZ2461.geopotential number by the normal gravity value computed on the
 JZ2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2461.degrees latitude (g = 980.6199 gals.).
 JZ2461
 JZ2461.The modeled gravity was interpolated from observed gravity values.
 JZ2461
 JZ2461;                    North         East    Units  Estimated Accuracy
 JZ2461;SPC IN E     -   511,580.       75,450.      MT  (+/- 180 meters Scaled)
 JZ2461
 JZ2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK895123(NAD 83)
 JZ2461
 JZ2461                          SUPERSEDED SURVEY CONTROL
 JZ2461
 JZ2461  NGVD 29 (??/??/92)  261.485  (m)          857.89   (f) ADJ UNCH    2 0
 JZ2461
 JZ2461.Superseded values are not recommended for survey control.
 JZ2461
 JZ2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2461.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2461
 JZ2461_MARKER: DB = BENCH MARK DISK
 JZ2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2461_STAMPING: W 237 1947
 JZ2461_MARK LOGO: CGS
 JZ2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2461+STABILITY: SURFACE MOTION
 JZ2461
 JZ2461  HISTORY     - Date     Condition        Report By
 JZ2461  HISTORY     - 1947     MONUMENTED       CGS
 JZ2461  HISTORY     - 1973     GOOD             NGS
 JZ2461  HISTORY     - 1976     GOOD             LOCSUR
 JZ2461  HISTORY     - 20050920 MARK NOT FOUND   IN-059
 JZ2461
 JZ2461                          STATION DESCRIPTION
 JZ2461
 JZ2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2461'1.4 MI S FROM OAKLANDON.
 JZ2461'ABOUT 1.35 MILE SOUTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM
 JZ2461'THE SCHOOL BUILDING AT OAKLANDON, IN THE NORTHWEST QUARTER OF AN
 JZ2461'INTERSECTION WITH AN EAST-WEST ROAD, 49 FEET NORTH OF THE CENTER
 JZ2461'LINE OF THE EAST-WEST ROAD, 24.5 FEET WEST OF THE CENTER LINE
 JZ2461'OF THE COUNTY-LINE ROAD, 23 FEET NORTH OF A CONCRETE CORNER
 JZ2461'FENCE POST, 23.5 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET
 JZ2461'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ2461'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2461'POST PROJECTING ABOUT 5 INCHES.
 JZ2461
 JZ2461                          STATION RECOVERY (1973)
 JZ2461
 JZ2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2461'RECOVERED IN GOOD CONDITION.
 JZ2461
 JZ2461                          STATION RECOVERY (1976)
 JZ2461
 JZ2461'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2461'RECOVERED IN GOOD CONDITION.
 JZ2461
 JZ2461                          STATION RECOVERY (2005)
 JZ2461
 JZ2461'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2005 (DWS)
 JZ2461'COMMON LOCATION NW 1/4 OF INTERSECTION 1)MARION COUNTY-56TH ST X
 JZ2461'CARROLL RD 2)HANCOCK COUNTY-COUNTY ROAD 500 NORTH X COUNTY ROAD 800
 JZ2461'WEST.
 JZ2461'ALL FENCING IS GONE.  AREA APPEARS REGRADED.  AT MEASURED LOCATION OF
 JZ2461'DISC, AREA FARMED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2565 ***********************************************************************
 JZ2565  DESIGNATION -  W 238
 JZ2565  PID         -  JZ2565
 JZ2565  STATE/COUNTY-  IN/SHELBY
 JZ2565  COUNTRY     -  US
 JZ2565  USGS QUAD   -  ACTON (2019)
 JZ2565
 JZ2565                         *CURRENT SURVEY CONTROL
 JZ2565  ______________________________________________________________________
 JZ2565* NAD 83(1986) POSITION- 39 39 38.     (N) 085 56 14.     (W)   SCALED
 JZ2565* NAVD 88 ORTHO HEIGHT -   244.080 (meters)      800.79  (feet) ADJUSTED
 JZ2565  ______________________________________________________________________
 JZ2565  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 JZ2565  DYNAMIC HEIGHT  -        243.941 (meters)      800.33  (feet) COMP
 JZ2565  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 JZ2565
 JZ2565  VERT ORDER      -  SECOND    CLASS 0
 JZ2565
 JZ2565.The horizontal coordinates were scaled from a map and have
 JZ2565.an estimated accuracy of +/- 6 seconds.
 JZ2565
 JZ2565.The orthometric height was determined by differential leveling and
 JZ2565.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2565.in June 1991.
 JZ2565
 JZ2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2565.GEOID18 height accuracy estimate available here.
 JZ2565
 JZ2565.Click photographs - Photos may exist for this station.
 JZ2565
 JZ2565.The dynamic height is computed by dividing the NAVD 88
 JZ2565.geopotential number by the normal gravity value computed on the
 JZ2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2565.degrees latitude (g = 980.6199 gals.).
 JZ2565
 JZ2565.The modeled gravity was interpolated from observed gravity values.
 JZ2565
 JZ2565;                    North         East    Units  Estimated Accuracy
 JZ2565;SPC IN E     -   489,870.       76,780.      MT  (+/- 180 meters Scaled)
 JZ2565
 JZ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ911906(NAD 83)
 JZ2565
 JZ2565                          SUPERSEDED SURVEY CONTROL
 JZ2565
 JZ2565  NGVD 29 (??/??/92)  244.195  (m)          801.16   (f) ADJ UNCH    2 0
 JZ2565
 JZ2565.Superseded values are not recommended for survey control.
 JZ2565
 JZ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2565.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2565
 JZ2565_MARKER: DB = BENCH MARK DISK
 JZ2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2565_STAMPING: W 238 1947
 JZ2565_MARK LOGO: CGS
 JZ2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2565+STABILITY: SURFACE MOTION
 JZ2565
 JZ2565  HISTORY     - Date     Condition        Report By
 JZ2565  HISTORY     - 1947     MONUMENTED       CGS
 JZ2565
 JZ2565                          STATION DESCRIPTION
 JZ2565
 JZ2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2565'0.2 MI SE FROM PLEASANT VIEW.
 JZ2565'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE BAPTIST
 JZ2565'CHURCH AT PLEASANT VIEW, AT THE INTERSECTION WITH AN EAST-WEST
 JZ2565'ROAD, IN THE SOUTHEAST ANGLE OF THE INTERSECTION, 37.5 FEET
 JZ2565'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE
 JZ2565'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET EAST OF A POWER POLE,
 JZ2565'3 FEET SOUTHWEST OF A FENCE CORNER, 1.7 FEET WEST OF A FENCE
 JZ2565'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 JZ2565'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2565'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2560 ***********************************************************************
 JZ2560  DESIGNATION -  W 239
 JZ2560  PID         -  JZ2560
 JZ2560  STATE/COUNTY-  IN/SHELBY
 JZ2560  COUNTRY     -  US
 JZ2560  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2560
 JZ2560                         *CURRENT SURVEY CONTROL
 JZ2560  ______________________________________________________________________
 JZ2560* NAD 83(1986) POSITION- 39 35 03.     (N) 085 41 08.     (W)   SCALED
 JZ2560* NAVD 88 ORTHO HEIGHT -   248.733 (meters)      816.05  (feet) ADJUSTED
 JZ2560  ______________________________________________________________________
 JZ2560  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 JZ2560  DYNAMIC HEIGHT  -        248.586 (meters)      815.57  (feet) COMP
 JZ2560  MODELED GRAVITY -    980,029.8   (mgal)                       NAVD 88
 JZ2560
 JZ2560  VERT ORDER      -  SECOND    CLASS 0
 JZ2560
 JZ2560.The horizontal coordinates were scaled from a map and have
 JZ2560.an estimated accuracy of +/- 6 seconds.
 JZ2560
 JZ2560.The orthometric height was determined by differential leveling and
 JZ2560.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2560.in June 1991.
 JZ2560
 JZ2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2560.GEOID18 height accuracy estimate available here.
 JZ2560
 JZ2560.Click photographs - Photos may exist for this station.
 JZ2560
 JZ2560.The dynamic height is computed by dividing the NAVD 88
 JZ2560.geopotential number by the normal gravity value computed on the
 JZ2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2560.degrees latitude (g = 980.6199 gals.).
 JZ2560
 JZ2560.The modeled gravity was interpolated from observed gravity values.
 JZ2560
 JZ2560;                    North         East    Units  Estimated Accuracy
 JZ2560;SPC IN E     -   481,350.       98,380.      MT  (+/- 180 meters Scaled)
 JZ2560
 JZ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ128824(NAD 83)
 JZ2560
 JZ2560                          SUPERSEDED SURVEY CONTROL
 JZ2560
 JZ2560  NGVD 29 (??/??/92)  248.854  (m)          816.45   (f) ADJ UNCH    2 0
 JZ2560
 JZ2560.Superseded values are not recommended for survey control.
 JZ2560
 JZ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2560.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2560
 JZ2560_MARKER: DB = BENCH MARK DISK
 JZ2560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2560_SP_SET: BRIDGE
 JZ2560_STAMPING: W 239 1947
 JZ2560_MARK LOGO: CGS
 JZ2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2560
 JZ2560  HISTORY     - Date     Condition        Report By
 JZ2560  HISTORY     - 1947     MONUMENTED       CGS
 JZ2560  HISTORY     - 1973     GOOD             NGS
 JZ2560
 JZ2560                          STATION DESCRIPTION
 JZ2560
 JZ2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2560'2.8 MI N FROM RAYS CROSSING.
 JZ2560'ABOUT 2.85 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2560'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, ABOUT
 JZ2560'0.5 MILE NORTH OF THE BLUE RIVER BAPTIST CHURCH, SET IN THE TOP OF THE
 JZ2560'SOUTHWEST CONCRETE WINGWALL OF A 120-FOOT STEEL BRIDGE OVER
 JZ2560'LITTLE BLUE RIVER, 10.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ2560'NEAR THE NORTHEAST END OF THE WINGWALL, ABOUT 2 FEET ABOVE THE
 JZ2560'LEVEL OF THE ROAD.
 JZ2560
 JZ2560                          STATION RECOVERY (1973)
 JZ2560
 JZ2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2561 ***********************************************************************
 JZ2561  DESIGNATION -  W 239 RESET
 JZ2561  PID         -  JZ2561
 JZ2561  STATE/COUNTY-  IN/SHELBY
 JZ2561  COUNTRY     -  US
 JZ2561  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2561
 JZ2561                         *CURRENT SURVEY CONTROL
 JZ2561  ______________________________________________________________________
 JZ2561* NAD 83(1986) POSITION- 39 35 03.0    (N) 085 41 08.8    (W)   HD_HELD2
 JZ2561* NAVD 88 ORTHO HEIGHT -   249.20  (meters)      817.6   (feet) RESET
 JZ2561  ______________________________________________________________________
 JZ2561  GEOID HEIGHT    -        -33.973 (meters)                     GEOID18
 JZ2561  VERT ORDER      -  THIRD
 JZ2561
 JZ2561.The horizontal coordinates were established by autonomous hand held GPS
 JZ2561.observations and have an estimated accuracy of +/- 10 meters.
 JZ2561
 JZ2561.The orthometric height was computed from unverified reset data.
 JZ2561
 JZ2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2561.GEOID18 height accuracy estimate available here.
 JZ2561
 JZ2561.Click photographs - Photos may exist for this station.
 JZ2561
 JZ2561;                    North         East    Units  Estimated Accuracy
 JZ2561;SPC IN E     -   481,349.       98,358.      MT  (+/- 10 meters HH2 GPS)
 JZ2561
 JZ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1286182430(NAD 83)
 JZ2561
 JZ2561                          SUPERSEDED SURVEY CONTROL
 JZ2561
 JZ2561.No superseded survey control is available for this station.
 JZ2561
 JZ2561_MARKER: DV = VERTICAL CONTROL DISK
 JZ2561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2561_SP_SET: BRIDGE
 JZ2561_STAMPING: W 239 RESET 1973
 JZ2561_MARK LOGO: NGS
 JZ2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2561+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2022
 JZ2561
 JZ2561  HISTORY     - Date     Condition        Report By
 JZ2561  HISTORY     - 1973     MONUMENTED       IN-145
 JZ2561  HISTORY     - 20060215 GOOD             INDNR
 JZ2561  HISTORY     - 20220928 GOOD             INDOT
 JZ2561
 JZ2561                          STATION DESCRIPTION
 JZ2561
 JZ2561'DESCRIBED BY SHELBY COUNTY INDIANA 1973
 JZ2561'2.8 MI N FROM MORRISTOWN-RAYS CROSSING.
 JZ2561'ABOUT 2.85 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2561'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, ABOUT
 JZ2561'0.5 MILE NORTH OF THE BLUE RIVER BAPTIST CHURCH, SET IN THE TOP
 JZ2561'OF THE SOUTHWEST CONCRETE WINGWALL OF A 194 FOOT CONCRETE BRIDGE
 JZ2561'OVER LITTLE BLUE RIVER, 14.75 FEET WEST OF THE CENTER LINE OF
 JZ2561'THE ROAD, NEAR THE NORTH END OF THE WINGWALL, AT THE LEVEL OF
 JZ2561'THE BRIDGE DECK AND BEHIND THE CONCRETE RAILING.
 JZ2561
 JZ2561                          STATION RECOVERY (2006)
 JZ2561
 JZ2561'RECOVERY NOTE BY IN DEPT OF NAT RES 2006 (RWW)
 JZ2561'THE TEXT IN THE 1973 DESCRIPTION THAT READS ''JZ2561'DESCRIBED BY
 JZ2561'SISKIYOU COUNTY CALIFORNIA 1973'' APPEARS TO BE A TYPO OR MISTAKE.
 JZ2561
 JZ2561                          STATION RECOVERY (2022)
 JZ2561
 JZ2561'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0457 ***********************************************************************
 JA0457  DESIGNATION -  W 24
 JA0457  PID         -  JA0457
 JA0457  STATE/COUNTY-  IN/HARRISON
 JA0457  COUNTRY     -  US
 JA0457  USGS QUAD   -  MAUCKPORT (2019)
 JA0457
 JA0457                         *CURRENT SURVEY CONTROL
 JA0457  ______________________________________________________________________
 JA0457* NAD 83(1986) POSITION- 38 01 09.     (N) 086 08 45.     (W)   SCALED
 JA0457* NAVD 88 ORTHO HEIGHT -   200.183 (meters)      656.77  (feet) ADJUSTED
 JA0457  ______________________________________________________________________
 JA0457  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 JA0457  DYNAMIC HEIGHT  -        200.041 (meters)      656.30  (feet) COMP
 JA0457  MODELED GRAVITY -    979,919.4   (mgal)                       NAVD 88
 JA0457
 JA0457  VERT ORDER      -  FIRST     CLASS II
 JA0457
 JA0457.The horizontal coordinates were scaled from a map and have
 JA0457.an estimated accuracy of +/- 6 seconds.
 JA0457
 JA0457.The orthometric height was determined by differential leveling and
 JA0457.adjusted by the NATIONAL GEODETIC SURVEY
 JA0457.in June 1991.
 JA0457
 JA0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0457.GEOID18 height accuracy estimate available here.
 JA0457
 JA0457.Click photographs - Photos may exist for this station.
 JA0457
 JA0457.The dynamic height is computed by dividing the NAVD 88
 JA0457.geopotential number by the normal gravity value computed on the
 JA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0457.degrees latitude (g = 980.6199 gals.).
 JA0457
 JA0457.The modeled gravity was interpolated from observed gravity values.
 JA0457
 JA0457;                    North         East    Units  Estimated Accuracy
 JA0457;SPC IN E     -   307,730.       57,930.      MT  (+/- 180 meters Scaled)
 JA0457
 JA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH749082(NAD 83)
 JA0457
 JA0457                          SUPERSEDED SURVEY CONTROL
 JA0457
 JA0457  NGVD 29 (??/??/92)  200.301  (m)          657.15   (f) ADJ UNCH    1 2
 JA0457
 JA0457.Superseded values are not recommended for survey control.
 JA0457
 JA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0457.See file dsdata.pdf to determine how the superseded data were derived.
 JA0457
 JA0457_MARKER: DD = SURVEY DISK
 JA0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0457_STAMPING: W 24 1937 657
 JA0457_MARK LOGO: USGS
 JA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0457+STABILITY: SURFACE MOTION
 JA0457
 JA0457  HISTORY     - Date     Condition        Report By
 JA0457  HISTORY     - 1937     MONUMENTED       USGS
 JA0457  HISTORY     - 1965     GOOD             CGS
 JA0457
 JA0457                          STATION DESCRIPTION
 JA0457
 JA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0457'3.6 MI W FROM LACONIA.
 JA0457'3.55 MILES WEST ALONG STATE HIGHWAY 11 FROM THE SCHOOLHOUSE AT
 JA0457'LACONIA, OR ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 135 FROM
 JA0457'THE HIGHWAY BRIDGE OVER THE OHIO RIVER AT MAUCKPORT, THENCE 1.1
 JA0457'MILES EAST ALONG STATE HIGHWAY 11, IN SECTION 1, T 6 S, R 3 E,
 JA0457'54 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A TRAIL
 JA0457'ROAD LEADING SOUTHEAST, 36 FEET SOUTHEAST OF THE CENTER LINE OF
 JA0457'THE HIGHWAY, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL
 JA0457'ROAD, 8 FEET NORTHWEST OF A FENCE, 0.6 FOOT SOUTHEAST OF A
 JA0457'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN
 JA0457'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1350 ***********************************************************************
 ME1350  DESIGNATION -  W 24
 ME1350  PID         -  ME1350
 ME1350  STATE/COUNTY-  IN/JASPER
 ME1350  COUNTRY     -  US
 ME1350  USGS QUAD   -  SHELBY (2019)
 ME1350
 ME1350                         *CURRENT SURVEY CONTROL
 ME1350  ______________________________________________________________________
 ME1350* NAD 83(1986) POSITION- 41 11 43.     (N) 087 16 32.     (W)   SCALED
 ME1350* NAVD 88 ORTHO HEIGHT -   195.622 (meters)      641.80  (feet) ADJUSTED
 ME1350  ______________________________________________________________________
 ME1350  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 ME1350  DYNAMIC HEIGHT  -        195.538 (meters)      641.53  (feet) COMP
 ME1350  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 ME1350
 ME1350  VERT ORDER      -  SECOND    CLASS 0
 ME1350
 ME1350.The horizontal coordinates were scaled from a map and have
 ME1350.an estimated accuracy of +/- 6 seconds.
 ME1350
 ME1350.The orthometric height was determined by differential leveling and
 ME1350.adjusted by the NATIONAL GEODETIC SURVEY
 ME1350.in June 1991.
 ME1350
 ME1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1350.GEOID18 height accuracy estimate available here.
 ME1350
 ME1350.Click photographs - Photos may exist for this station.
 ME1350
 ME1350.The dynamic height is computed by dividing the NAVD 88
 ME1350.geopotential number by the normal gravity value computed on the
 ME1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1350.degrees latitude (g = 980.6199 gals.).
 ME1350
 ME1350.The modeled gravity was interpolated from observed gravity values.
 ME1350
 ME1350;                    North         East    Units  Estimated Accuracy
 ME1350;SPC IN W     -   660,260.      883,880.      MT  (+/- 180 meters Scaled)
 ME1350
 ME1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768604(NAD 83)
 ME1350
 ME1350                          SUPERSEDED SURVEY CONTROL
 ME1350
 ME1350  NGVD 29 (??/??/92)  195.712  (m)          642.10   (f) ADJ UNCH    2 0
 ME1350
 ME1350.Superseded values are not recommended for survey control.
 ME1350
 ME1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1350.See file dsdata.pdf to determine how the superseded data were derived.
 ME1350
 ME1350_MARKER: DB = BENCH MARK DISK
 ME1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1350_STAMPING: W 24 1934
 ME1350_MARK LOGO: CGS
 ME1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1350+STABILITY: SURFACE MOTION
 ME1350
 ME1350  HISTORY     - Date     Condition        Report By
 ME1350  HISTORY     - 1934     MONUMENTED       CGS
 ME1350  HISTORY     - 1946     GOOD             CGS
 ME1350  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1350  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 ME1350
 ME1350                          STATION DESCRIPTION
 ME1350
 ME1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1350'3.8 MI E FROM SHELBY.
 ME1350'2.0 MILES EAST OF THE BRIDGE OVER KANKAKEE RIVER, IN THE
 ME1350'SOUTHWEST ANGLE OF A DIRT-ROAD CROSSING, 45 FEET SOUTH OF THE
 ME1350'SOUTH RAIL, 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, IN
 ME1350'A FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE RAIL.  7 FEET
 ME1350'NORTHEAST OF POWER POLE NO. 369/359, AND 2 FEET WEST OF A WHITE
 ME1350'WOODEN WITNESS POST.  NOTE-- MARK IS ALSO 4 MILES WEST OF THE
 ME1350'STATION AT DEMOTTE.
 ME1350
 ME1350                          STATION RECOVERY (1989)
 ME1350
 ME1350'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1350'MARK NOT FOUND.
 ME1350
 ME1350                          STATION RECOVERY (2012)
 ME1350
 ME1350'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2484 ***********************************************************************
 JZ2484  DESIGNATION -  W 240
 JZ2484  PID         -  JZ2484
 JZ2484  STATE/COUNTY-  IN/HANCOCK
 JZ2484  COUNTRY     -  US
 JZ2484  USGS QUAD   -  INGALLS (2019)
 JZ2484
 JZ2484                         *CURRENT SURVEY CONTROL
 JZ2484  ______________________________________________________________________
 JZ2484* NAD 83(1986) POSITION- 39 53 08.25   (N) 085 50 35.28   (W)   HD_HELD1
 JZ2484* NAVD 88 ORTHO HEIGHT -   267.231 (meters)      876.74  (feet) ADJUSTED
 JZ2484  ______________________________________________________________________
 JZ2484  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 JZ2484  DYNAMIC HEIGHT  -        267.080 (meters)      876.25  (feet) COMP
 JZ2484  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 JZ2484
 JZ2484  VERT ORDER      -  SECOND    CLASS 0
 JZ2484
 JZ2484.The horizontal coordinates were determined by differentially corrected
 JZ2484.hand held GPS observations or other comparable positioning techniques
 JZ2484.and have an estimated accuracy of +/- 3 meters.
 JZ2484
 JZ2484.The orthometric height was determined by differential leveling and
 JZ2484.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2484.in June 1991.
 JZ2484
 JZ2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2484.GEOID18 height accuracy estimate available here.
 JZ2484
 JZ2484.Click photographs - Photos may exist for this station.
 JZ2484
 JZ2484.The dynamic height is computed by dividing the NAVD 88
 JZ2484.geopotential number by the normal gravity value computed on the
 JZ2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2484.degrees latitude (g = 980.6199 gals.).
 JZ2484
 JZ2484.The modeled gravity was interpolated from observed gravity values.
 JZ2484
 JZ2484;                    North         East    Units  Estimated Accuracy
 JZ2484;SPC IN E     -   514,833.5      84,906.2     MT  (+/- 3 meters HH1 GPS) 
 JZ2484
 JZ2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9891515703(NAD 83)
 JZ2484
 JZ2484                          SUPERSEDED SURVEY CONTROL
 JZ2484
 JZ2484  NGVD 29 (??/??/92)  267.357  (m)          877.15   (f) ADJ UNCH    2 0
 JZ2484
 JZ2484.Superseded values are not recommended for survey control.
 JZ2484
 JZ2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2484.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2484
 JZ2484_MARKER: DB = BENCH MARK DISK
 JZ2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2484_STAMPING: W 240 1947
 JZ2484_MARK LOGO: CGS
 JZ2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2484+STABILITY: SURFACE MOTION
 JZ2484
 JZ2484  HISTORY     - Date     Condition        Report By
 JZ2484  HISTORY     - 1947     MONUMENTED       CGS
 JZ2484
 JZ2484                          STATION DESCRIPTION
 JZ2484
 JZ2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2484'3 MI N FROM MOHAWK.
 JZ2484'ABOUT 3.05 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2484'AT MOHAWK, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION WITH STATE
 JZ2484'HIGHWAY 234, IN THE NORTHWEST QUARTER OF AN INTERSECTION WITH AN
 JZ2484'EAST-WEST GRAVEL ROAD, 21.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2484'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE
 JZ2484'EAST-WEST ROAD, 14.5 FEET NORTH OF A FENCE CORNER, 17.5 FEET
 JZ2484'SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 JZ2484'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2484'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2484'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2456 ***********************************************************************
 JZ2456  DESIGNATION -  W 241
 JZ2456  PID         -  JZ2456
 JZ2456  STATE/COUNTY-  IN/HANCOCK
 JZ2456  COUNTRY     -  US
 JZ2456  USGS QUAD   -  PENDLETON (2019)
 JZ2456
 JZ2456                         *CURRENT SURVEY CONTROL
 JZ2456  ______________________________________________________________________
 JZ2456* NAD 83(1986) POSITION- 39 54 07.     (N) 085 38 42.     (W)   SCALED
 JZ2456* NAVD 88 ORTHO HEIGHT -   293.048 (meters)      961.44  (feet) ADJUSTED
 JZ2456  ______________________________________________________________________
 JZ2456  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 JZ2456  DYNAMIC HEIGHT  -        292.883 (meters)      960.90  (feet) COMP
 JZ2456  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 JZ2456
 JZ2456  VERT ORDER      -  SECOND    CLASS 0
 JZ2456
 JZ2456.The horizontal coordinates were scaled from a map and have
 JZ2456.an estimated accuracy of +/- 6 seconds.
 JZ2456
 JZ2456.The orthometric height was determined by differential leveling and
 JZ2456.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2456.in June 1991.
 JZ2456
 JZ2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2456.GEOID18 height accuracy estimate available here.
 JZ2456
 JZ2456.Click photographs - Photos may exist for this station.
 JZ2456
 JZ2456.The dynamic height is computed by dividing the NAVD 88
 JZ2456.geopotential number by the normal gravity value computed on the
 JZ2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2456.degrees latitude (g = 980.6199 gals.).
 JZ2456
 JZ2456.The modeled gravity was interpolated from observed gravity values.
 JZ2456
 JZ2456;                    North         East    Units  Estimated Accuracy
 JZ2456;SPC IN E     -   516,630.      101,850.      MT  (+/- 180 meters Scaled)
 JZ2456
 JZ2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK158177(NAD 83)
 JZ2456
 JZ2456                          SUPERSEDED SURVEY CONTROL
 JZ2456
 JZ2456  NGVD 29 (??/??/92)  293.173  (m)          961.85   (f) ADJ UNCH    2 0
 JZ2456
 JZ2456.Superseded values are not recommended for survey control.
 JZ2456
 JZ2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2456.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2456
 JZ2456_MARKER: DB = BENCH MARK DISK
 JZ2456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2456_SP_SET: BRIDGE WINGWALL
 JZ2456_STAMPING: W 241 1947
 JZ2456_MARK LOGO: CGS
 JZ2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2456
 JZ2456  HISTORY     - Date     Condition        Report By
 JZ2456  HISTORY     - 1947     MONUMENTED       CGS
 JZ2456  HISTORY     - 19930604 MARK NOT FOUND   LOCENG
 JZ2456  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2456
 JZ2456                          STATION DESCRIPTION
 JZ2456
 JZ2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2456'4.2 MI NW FROM SHIRLEY.
 JZ2456'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2456'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, THENCE 3.35
 JZ2456'MILES WEST ALONG STATE HIGHWAY 234, ABOUT 0.95 MILE WEST OF THE
 JZ2456'INTERSECTION WITH STATE HIGHWAY 109, SET IN THE TOP OF THE
 JZ2456'NORTHEAST WINGWALL OF A 10-FOOT CONCRETE BRIDGE NUMBER 234 M
 JZ2456'1437, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JZ2456'LEVEL WITH THE HIGHWAY.
 JZ2456
 JZ2456                          STATION RECOVERY (1993)
 JZ2456
 JZ2456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (DWS)
 JZ2456'MARK NOT FOUND.
 JZ2456
 JZ2456                          STATION RECOVERY (2009)
 JZ2456
 JZ2456'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2456'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0188 ***********************************************************************
 KA0188  DESIGNATION -  W 242
 KA0188  PID         -  KA0188
 KA0188  STATE/COUNTY-  IN/MARION
 KA0188  COUNTRY     -  US
 KA0188  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0188
 KA0188                         *CURRENT SURVEY CONTROL
 KA0188  ______________________________________________________________________
 KA0188* NAD 83(1986) POSITION- 39 46 07.     (N) 086 06 27.     (W)   SCALED
 KA0188* NAVD 88 ORTHO HEIGHT -   234.930 (meters)      770.77  (feet) POSTED
 KA0188  ______________________________________________________________________
 KA0188  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 KA0188  DYNAMIC HEIGHT  -        234.80  (meters)      770.3   (feet) COMP
 KA0188  MODELED GRAVITY -    980,061.7   (mgal)                       NAVD 88
 KA0188
 KA0188  VERT ORDER      -  * POSTED, SEE BELOW
 KA0188
 KA0188.The horizontal coordinates were scaled from a map and have
 KA0188.an estimated accuracy of +/- 6 seconds.
 KA0188
 KA0188.The orthometric height was determined by differential leveling
 KA0188.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0188
 KA0188.* This is a POSTED BENCH MARK height.
 KA0188
 KA0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0188.GEOID18 height accuracy estimate available here.
 KA0188
 KA0188.Click photographs - Photos may exist for this station.
 KA0188
 KA0188.The dynamic height is computed by dividing the NAVD 88
 KA0188.geopotential number by the normal gravity value computed on the
 KA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0188.degrees latitude (g = 980.6199 gals.).
 KA0188
 KA0188.The modeled gravity was interpolated from observed gravity values.
 KA0188
 KA0188;                    North         East    Units  Estimated Accuracy
 KA0188;SPC IN E     -   501,920.       62,230.      MT  (+/- 180 meters Scaled)
 KA0188
 KA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK764024(NAD 83)
 KA0188
 KA0188                          SUPERSEDED SURVEY CONTROL
 KA0188
 KA0188  NGVD 29 (??/??/92)  235.061  (m)          771.20   (f) ADJ UNCH    2 0
 KA0188
 KA0188.Superseded values are not recommended for survey control.
 KA0188
 KA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0188.See file dsdata.pdf to determine how the superseded data were derived.
 KA0188
 KA0188_MARKER: DB = BENCH MARK DISK
 KA0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0188_SP_SET: PIER
 KA0188_STAMPING: W 242 1947
 KA0188_MARK LOGO: CGS
 KA0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0188
 KA0188  HISTORY     - Date     Condition        Report By
 KA0188  HISTORY     - 1947     MONUMENTED       CGS
 KA0188  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0188
 KA0188                          STATION DESCRIPTION
 KA0188
 KA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0188'AT INDIANAPOLIS.
 KA0188'AT INDIANAPOLIS, ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 40
 KA0188'FROM THE MARION COUNTY COURTHOUSE, IN THE 3400 BLOCK ON EAST
 KA0188'WASHINGTON STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST
 KA0188'SOUTHWESTERLY PIER OF THE CONCRETE OVERPASS CARRYING THE
 KA0188'INDIANAPOLIS BELT RAILROAD OVER THE HIGHWAY, 2.8 FEET SOUTH OF
 KA0188'THE SOUTH CURB OF THE STREET AND 2.5 FEET ABOVE THE SIDEWALK.
 KA0188
 KA0188                          STATION RECOVERY (1976)
 KA0188
 KA0188'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2520 ***********************************************************************
 JZ2520  DESIGNATION -  W 243
 JZ2520  PID         -  JZ2520
 JZ2520  STATE/COUNTY-  IN/HANCOCK
 JZ2520  COUNTRY     -  US
 JZ2520  USGS QUAD   -  CLEVELAND (2019)
 JZ2520
 JZ2520                         *CURRENT SURVEY CONTROL
 JZ2520  ______________________________________________________________________
 JZ2520* NAD 83(1986) POSITION- 39 47 12.     (N) 085 44 04.     (W)   SCALED
 JZ2520* NAVD 88 ORTHO HEIGHT -   272.589 (meters)      894.32  (feet) ADJUSTED
 JZ2520  ______________________________________________________________________
 JZ2520  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2520  DYNAMIC HEIGHT  -        272.433 (meters)      893.81  (feet) COMP
 JZ2520  MODELED GRAVITY -    980,045.4   (mgal)                       NAVD 88
 JZ2520
 JZ2520  VERT ORDER      -  SECOND    CLASS 0
 JZ2520
 JZ2520.The horizontal coordinates were scaled from a map and have
 JZ2520.an estimated accuracy of +/- 6 seconds.
 JZ2520
 JZ2520.The orthometric height was determined by differential leveling and
 JZ2520.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2520.in June 1991.
 JZ2520
 JZ2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2520.GEOID18 height accuracy estimate available here.
 JZ2520
 JZ2520.Click photographs - Photos may exist for this station.
 JZ2520
 JZ2520.The dynamic height is computed by dividing the NAVD 88
 JZ2520.geopotential number by the normal gravity value computed on the
 JZ2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2520.degrees latitude (g = 980.6199 gals.).
 JZ2520
 JZ2520.The modeled gravity was interpolated from observed gravity values.
 JZ2520
 JZ2520;                    North         East    Units  Estimated Accuracy
 JZ2520;SPC IN E     -   503,830.       94,190.      MT  (+/- 180 meters Scaled)
 JZ2520
 JZ2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK083048(NAD 83)
 JZ2520
 JZ2520                          SUPERSEDED SURVEY CONTROL
 JZ2520
 JZ2520  NGVD 29 (??/??/92)  272.710  (m)          894.72   (f) ADJ UNCH    2 0
 JZ2520
 JZ2520.Superseded values are not recommended for survey control.
 JZ2520
 JZ2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2520.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2520
 JZ2520_MARKER: DB = BENCH MARK DISK
 JZ2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2520_STAMPING: W 243 1947
 JZ2520_MARK LOGO: CGS
 JZ2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2520+STABILITY: SURFACE MOTION
 JZ2520
 JZ2520  HISTORY     - Date     Condition        Report By
 JZ2520  HISTORY     - 1947     MONUMENTED       CGS
 JZ2520  HISTORY     - 1956     MARK NOT FOUND   CGS
 JZ2520  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2520
 JZ2520                          STATION DESCRIPTION
 JZ2520
 JZ2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2520'1.8 MI E FROM GREENFIELD.
 JZ2520'ABOUT 1.85 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE
 JZ2520'AT GREENFIELD, AT THE SOUTHEAST CORNER OF THE PARKING AREA AT THE
 JZ2520'GREENFIELD AIRPORT, 48 FEET NORTH OF THE CENTER LINE OF THE
 JZ2520'WEST BOUND TRAFFIC LANE OF THE HIGHWAY, 79 FEET EAST OF A
 JZ2520'TELEPHONE POLE, 3 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF
 JZ2520'A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET
 JZ2520'BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 JZ2520'PROJECTING ABOUT 6 INCHES.
 JZ2520
 JZ2520                          STATION RECOVERY (1956)
 JZ2520
 JZ2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 JZ2520'MARK NOT FOUND.
 JZ2520
 JZ2520                          STATION RECOVERY (2009)
 JZ2520
 JZ2520'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2520'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2611 ***********************************************************************
 JZ2611  DESIGNATION -  W 244
 JZ2611  PID         -  JZ2611
 JZ2611  STATE/COUNTY-  IN/RUSH
 JZ2611  COUNTRY     -  US
 JZ2611  USGS QUAD   -  MANILLA (2019)
 JZ2611
 JZ2611                         *CURRENT SURVEY CONTROL
 JZ2611  ______________________________________________________________________
 JZ2611* NAD 83(1986) POSITION- 39 35 47.     (N) 085 34 45.     (W)   SCALED
 JZ2611* NAVD 88 ORTHO HEIGHT -   278.549 (meters)      913.87  (feet) ADJUSTED
 JZ2611  ______________________________________________________________________
 JZ2611  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ2611  DYNAMIC HEIGHT  -        278.383 (meters)      913.33  (feet) COMP
 JZ2611  MODELED GRAVITY -    980,024.5   (mgal)                       NAVD 88
 JZ2611
 JZ2611  VERT ORDER      -  SECOND    CLASS 0
 JZ2611
 JZ2611.The horizontal coordinates were scaled from a map and have
 JZ2611.an estimated accuracy of +/- 6 seconds.
 JZ2611
 JZ2611.The orthometric height was determined by differential leveling and
 JZ2611.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2611.in June 1991.
 JZ2611
 JZ2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2611.GEOID18 height accuracy estimate available here.
 JZ2611
 JZ2611.Click photographs - Photos may exist for this station.
 JZ2611
 JZ2611.The dynamic height is computed by dividing the NAVD 88
 JZ2611.geopotential number by the normal gravity value computed on the
 JZ2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2611.degrees latitude (g = 980.6199 gals.).
 JZ2611
 JZ2611.The modeled gravity was interpolated from observed gravity values.
 JZ2611
 JZ2611;                    North         East    Units  Estimated Accuracy
 JZ2611;SPC IN E     -   482,710.      107,520.      MT  (+/- 180 meters Scaled)
 JZ2611
 JZ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ219839(NAD 83)
 JZ2611
 JZ2611                          SUPERSEDED SURVEY CONTROL
 JZ2611
 JZ2611  NGVD 29 (??/??/92)  278.671  (m)          914.27   (f) ADJ UNCH    2 0
 JZ2611
 JZ2611.Superseded values are not recommended for survey control.
 JZ2611
 JZ2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2611.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2611
 JZ2611_MARKER: DB = BENCH MARK DISK
 JZ2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2611_STAMPING: W 244 1947
 JZ2611_MARK LOGO: CGS
 JZ2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2611+STABILITY: SURFACE MOTION
 JZ2611
 JZ2611  HISTORY     - Date     Condition        Report By
 JZ2611  HISTORY     - 1947     MONUMENTED       CGS
 JZ2611
 JZ2611                          STATION DESCRIPTION
 JZ2611
 JZ2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2611'1.4 MI N FROM HOMER.
 JZ2611'ABOUT 1.35 MILE NORTH ALONG THE ARLINGTON-HOMER ROAD FROM THE
 JZ2611'POST OFFICE AT HOMER, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 JZ2611'WITH A GRAVEL ROAD LEADING EAST, 44 FEET EAST OF THE CENTER LINE
 JZ2611'OF THE NORTH-SOUTH ROAD, 14.5 FEET SOUTH OF THE CENTER LINE OF
 JZ2611'THE SIDE ROAD, 7.5 FEET EAST OF A FENCE CORNER, 24.5 FEET WEST
 JZ2611'OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET WEST
 JZ2611'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD LEVEL
 JZ2611'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0175 ***********************************************************************
 KA0175  DESIGNATION -  W 245
 KA0175  PID         -  KA0175
 KA0175  STATE/COUNTY-  IN/MARION
 KA0175  COUNTRY     -  US
 KA0175  USGS QUAD   -  BEECH GROVE (2019)
 KA0175
 KA0175                         *CURRENT SURVEY CONTROL
 KA0175  ______________________________________________________________________
 KA0175* NAD 83(1986) POSITION- 39 43 25.     (N) 086 04 23.     (W)   SCALED
 KA0175* NAVD 88 ORTHO HEIGHT -   253.644 (meters)      832.16  (feet) ADJUSTED
 KA0175  ______________________________________________________________________
 KA0175  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 KA0175  DYNAMIC HEIGHT  -        253.500 (meters)      831.69  (feet) COMP
 KA0175  MODELED GRAVITY -    980,054.8   (mgal)                       NAVD 88
 KA0175
 KA0175  VERT ORDER      -  FIRST     CLASS II
 KA0175
 KA0175.The horizontal coordinates were scaled from a map and have
 KA0175.an estimated accuracy of +/- 6 seconds.
 KA0175
 KA0175.The orthometric height was determined by differential leveling and
 KA0175.adjusted by the NATIONAL GEODETIC SURVEY
 KA0175.in June 1991.
 KA0175
 KA0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0175.GEOID18 height accuracy estimate available here.
 KA0175
 KA0175.Click photographs - Photos may exist for this station.
 KA0175
 KA0175.The dynamic height is computed by dividing the NAVD 88
 KA0175.geopotential number by the normal gravity value computed on the
 KA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0175.degrees latitude (g = 980.6199 gals.).
 KA0175
 KA0175.The modeled gravity was interpolated from observed gravity values.
 KA0175
 KA0175;                    North         East    Units  Estimated Accuracy
 KA0175;SPC IN E     -   496,910.       65,160.      MT  (+/- 180 meters Scaled)
 KA0175
 KA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ794974(NAD 83)
 KA0175
 KA0175                          SUPERSEDED SURVEY CONTROL
 KA0175
 KA0175  NGVD 29 (??/??/92)  253.762  (m)          832.55   (f) ADJ UNCH    1 2
 KA0175
 KA0175.Superseded values are not recommended for survey control.
 KA0175
 KA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0175.See file dsdata.pdf to determine how the superseded data were derived.
 KA0175
 KA0175_MARKER: DB = BENCH MARK DISK
 KA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0175_STAMPING: W 245 1947
 KA0175_MARK LOGO: CGS
 KA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0175+STABILITY: SURFACE MOTION
 KA0175
 KA0175  HISTORY     - Date     Condition        Report By
 KA0175  HISTORY     - 1947     MONUMENTED       CGS
 KA0175  HISTORY     - 1976     GOOD             LOCSUR
 KA0175  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0175
 KA0175                          STATION DESCRIPTION
 KA0175
 KA0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0175'5.6 MI SE FROM INDIANAPOLIS.
 KA0175'ABOUT 5.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0175'FROM THE UNION STATION AT INDIANAPOLIS, AT BEECH GROVE, ABOUT
 KA0175'0.5 MILE SOUTHEAST OF THE OVER PASS OVER EMERSON AVENUE, 95
 KA0175'FEET SOUTHEAST OF MILE POST 104, 19 FEET NORTHEAST OF THE
 KA0175'NORTHEAST RAIL, 37 FEET SOUTHWEST OF THE CENTER LINE OF A
 KA0175'CINDER DRIVE PARALLELING THE TRACKS, 35 FEET SOUTHEAST OF POLE
 KA0175'103/54, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA0175'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA0175'PROJECTING 5 INCHES.
 KA0175
 KA0175                          STATION RECOVERY (1976)
 KA0175
 KA0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0175'RECOVERED IN GOOD CONDITION.
 KA0175
 KA0175                          STATION RECOVERY (1986)
 KA0175
 KA0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1116 ***********************************************************************
 LA1116  DESIGNATION -  W 246
 LA1116  PID         -  LA1116
 LA1116  STATE/COUNTY-  IN/HENRY
 LA1116  COUNTRY     -  US
 LA1116  USGS QUAD   -  MODOC (2019)
 LA1116
 LA1116                         *CURRENT SURVEY CONTROL
 LA1116  ______________________________________________________________________
 LA1116* NAD 83(1986) POSITION- 40 03 37.     (N) 085 14 50.     (W)   SCALED
 LA1116* NAVD 88 ORTHO HEIGHT -   324.408 (meters)     1064.33  (feet) ADJUSTED
 LA1116  ______________________________________________________________________
 LA1116  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 LA1116  DYNAMIC HEIGHT  -        324.231 (meters)     1063.75  (feet) COMP
 LA1116  MODELED GRAVITY -    980,070.4   (mgal)                       NAVD 88
 LA1116
 LA1116  VERT ORDER      -  SECOND    CLASS 0
 LA1116
 LA1116.The horizontal coordinates were scaled from a map and have
 LA1116.an estimated accuracy of +/- 6 seconds.
 LA1116
 LA1116.The orthometric height was determined by differential leveling and
 LA1116.adjusted by the NATIONAL GEODETIC SURVEY
 LA1116.in June 1991.
 LA1116
 LA1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1116.GEOID18 height accuracy estimate available here.
 LA1116
 LA1116.Click photographs - Photos may exist for this station.
 LA1116
 LA1116.The dynamic height is computed by dividing the NAVD 88
 LA1116.geopotential number by the normal gravity value computed on the
 LA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1116.degrees latitude (g = 980.6199 gals.).
 LA1116
 LA1116.The modeled gravity was interpolated from observed gravity values.
 LA1116
 LA1116;                    North         East    Units  Estimated Accuracy
 LA1116;SPC IN E     -   534,300.      135,790.      MT  (+/- 180 meters Scaled)
 LA1116
 LA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK494359(NAD 83)
 LA1116
 LA1116                          SUPERSEDED SURVEY CONTROL
 LA1116
 LA1116  NGVD 29 (??/??/92)  324.544  (m)         1064.77   (f) ADJ UNCH    2 0
 LA1116
 LA1116.Superseded values are not recommended for survey control.
 LA1116
 LA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1116.See file dsdata.pdf to determine how the superseded data were derived.
 LA1116
 LA1116_MARKER: DB = BENCH MARK DISK
 LA1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1116_SP_SET: ABUTMENT
 LA1116_STAMPING: W 246 1947
 LA1116_MARK LOGO: CGS
 LA1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1116
 LA1116  HISTORY     - Date     Condition        Report By
 LA1116  HISTORY     - 1947     MONUMENTED       CGS
 LA1116  HISTORY     - 20000830 MARK NOT FOUND   GOVE
 LA1116
 LA1116                          STATION DESCRIPTION
 LA1116
 LA1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1116'0.3 MI NW FROM BLOUNTSVILLE.
 LA1116'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 LA1116'AND OHIO RAILROAD STATION AT BLOUNTSVILLE, AT THE NORTHWEST
 LA1116'EDGE OF THE BLOUNTSVILLE SPRING ROADSIDE PARK NO. 11, SET IN
 LA1116'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A
 LA1116'52-FOOT CONCRETE BRIDGE, 15 FEET NORTHEAST OF THE CENTER LINE
 LA1116'OF THE HIGHWAY AND ABOUT 0.4 FOOT ABOVE THE BRIDGE FLOOR.
 LA1116
 LA1116                          STATION RECOVERY (2000)
 LA1116
 LA1116'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1116'NEW STATE HIGHWAY BRIDGE. NEW BRIDGE HAS HIGHWAY COMMISSION BRASS DISK
 LA1116'
 LA1116'STAMPED G66 LOCATED ON N.W. CORNER OR CONCRETE GUARDRAIL OF BRIDGE. NO
 LA1116'ELEVATION. NOT USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1533 ***********************************************************************
 LA1533  DESIGNATION -  W 247
 LA1533  PID         -  LA1533
 LA1533  STATE/COUNTY-  IN/HENRY
 LA1533  COUNTRY     -  US
 LA1533  USGS QUAD   -  MIDDLETOWN (2019)
 LA1533
 LA1533                         *CURRENT SURVEY CONTROL
 LA1533  ______________________________________________________________________
 LA1533* NAD 83(1986) POSITION- 40 00 15.     (N) 085 31 45.     (W)   SCALED
 LA1533* NAVD 88 ORTHO HEIGHT -   308.595 (meters)     1012.45  (feet) ADJUSTED
 LA1533  ______________________________________________________________________
 LA1533  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 LA1533  DYNAMIC HEIGHT  -        308.425 (meters)     1011.89  (feet) COMP
 LA1533  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 LA1533
 LA1533  VERT ORDER      -  SECOND    CLASS 0
 LA1533
 LA1533.The horizontal coordinates were scaled from a map and have
 LA1533.an estimated accuracy of +/- 6 seconds.
 LA1533
 LA1533.The orthometric height was determined by differential leveling and
 LA1533.adjusted by the NATIONAL GEODETIC SURVEY
 LA1533.in June 1991.
 LA1533
 LA1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1533.GEOID18 height accuracy estimate available here.
 LA1533
 LA1533.Click photographs - Photos may exist for this station.
 LA1533
 LA1533.The dynamic height is computed by dividing the NAVD 88
 LA1533.geopotential number by the normal gravity value computed on the
 LA1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1533.degrees latitude (g = 980.6199 gals.).
 LA1533
 LA1533.The modeled gravity was interpolated from observed gravity values.
 LA1533
 LA1533;                    North         East    Units  Estimated Accuracy
 LA1533;SPC IN E     -   527,990.      111,740.      MT  (+/- 180 meters Scaled)
 LA1533
 LA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK255292(NAD 83)
 LA1533
 LA1533                          SUPERSEDED SURVEY CONTROL
 LA1533
 LA1533  NGVD 29 (??/??/92)  308.725  (m)         1012.88   (f) ADJ UNCH    2 0
 LA1533
 LA1533.Superseded values are not recommended for survey control.
 LA1533
 LA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1533.See file dsdata.pdf to determine how the superseded data were derived.
 LA1533
 LA1533_MARKER: DB = BENCH MARK DISK
 LA1533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1533_SP_SET: ABUTMENT
 LA1533_STAMPING: W 247 1947
 LA1533_MARK LOGO: CGS
 LA1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1533
 LA1533  HISTORY     - Date     Condition        Report By
 LA1533  HISTORY     - 1947     MONUMENTED       CGS
 LA1533
 LA1533                          STATION DESCRIPTION
 LA1533
 LA1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1533'1.5 MI E FROM MECHANICSBURG.
 LA1533'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CROSSROADS
 LA1533'AT MECHANICSBURG, ABOUT 110 YARDS WEST OF A BLACK TOP CROSS
 LA1533'ROAD (LEADING NORTH TO MIDDLETOWN), SET IN THE TOP OF THE SOUTH
 LA1533'END OF THE WEST ABUTMENT OF A 50-FOOT CONCRETE BRIDGE OVER DEER
 LA1533'CREEK, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5
 LA1533'FEET SOUTH OF THE CONCRETE BANISTER AND ABOUT 0.5 FOOT ABOVE
 LA1533'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1545 ***********************************************************************
 LA1545  DESIGNATION -  W 248
 LA1545  PID         -  LA1545
 LA1545  STATE/COUNTY-  IN/HENRY
 LA1545  COUNTRY     -  US
 LA1545  USGS QUAD   -  MIDDLETOWN (2019)
 LA1545
 LA1545                         *CURRENT SURVEY CONTROL
 LA1545  ______________________________________________________________________
 LA1545* NAD 83(1986) POSITION- 40 03 17.     (N) 085 31 59.     (W)   SCALED
 LA1545* NAVD 88 ORTHO HEIGHT -   293.961 (meters)      964.44  (feet) ADJUSTED
 LA1545  ______________________________________________________________________
 LA1545  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 LA1545  DYNAMIC HEIGHT  -        293.802 (meters)      963.92  (feet) COMP
 LA1545  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 LA1545
 LA1545  VERT ORDER      -  SECOND    CLASS 0
 LA1545
 LA1545.The horizontal coordinates were scaled from a map and have
 LA1545.an estimated accuracy of +/- 6 seconds.
 LA1545
 LA1545.The orthometric height was determined by differential leveling and
 LA1545.adjusted by the NATIONAL GEODETIC SURVEY
 LA1545.in June 1991.
 LA1545
 LA1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1545.GEOID18 height accuracy estimate available here.
 LA1545
 LA1545.Click photographs - Photos may exist for this station.
 LA1545
 LA1545.The dynamic height is computed by dividing the NAVD 88
 LA1545.geopotential number by the normal gravity value computed on the
 LA1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1545.degrees latitude (g = 980.6199 gals.).
 LA1545
 LA1545.The modeled gravity was interpolated from observed gravity values.
 LA1545
 LA1545;                    North         East    Units  Estimated Accuracy
 LA1545;SPC IN E     -   533,600.      111,400.      MT  (+/- 180 meters Scaled)
 LA1545
 LA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK251348(NAD 83)
 LA1545
 LA1545                          SUPERSEDED SURVEY CONTROL
 LA1545
 LA1545  NGVD 29 (??/??/92)  294.095  (m)          964.88   (f) ADJ UNCH    2 0
 LA1545
 LA1545.Superseded values are not recommended for survey control.
 LA1545
 LA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1545.See file dsdata.pdf to determine how the superseded data were derived.
 LA1545
 LA1545_MARKER: DB = BENCH MARK DISK
 LA1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1545_STAMPING: W 248 1947
 LA1545_MARK LOGO: CGS
 LA1545_PROJECTION: FLUSH
 LA1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1545+STABILITY: SURFACE MOTION
 LA1545
 LA1545  HISTORY     - Date     Condition        Report By
 LA1545  HISTORY     - 1947     MONUMENTED       CGS
 LA1545
 LA1545                          STATION DESCRIPTION
 LA1545
 LA1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1545'AT MIDDLETOWN.
 LA1545'AT MIDDLETOWN, ABOUT 120 YARDS NORTH ALONG A STREET FROM THE
 LA1545'POST OFFICE, AT THE NORTHWEST CORNER OF WATERS PARK, 2.5 FEET
 LA1545'SOUTH OF THE WEST END POST OF A WIRE FENCE ALONG THE NORTH SIDE
 LA1545'OF THE PARK, 0.9 FOOT EAST OF THE EAST EDGE OF THE SIDE WALK AND
 LA1545'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1147 ***********************************************************************
 LA1147  DESIGNATION -  W 249
 LA1147  PID         -  LA1147
 LA1147  STATE/COUNTY-  IN/DELAWARE
 LA1147  COUNTRY     -  US
 LA1147  USGS QUAD   -  MUNCIE EAST (2019)
 LA1147
 LA1147                         *CURRENT SURVEY CONTROL
 LA1147  ______________________________________________________________________
 LA1147* NAD 83(1986) POSITION- 40 10 30.19   (N) 085 15 15.17   (W)   HD_HELD1
 LA1147* NAVD 88 ORTHO HEIGHT -   303.587 (meters)      996.02  (feet) ADJUSTED
 LA1147  ______________________________________________________________________
 LA1147  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 LA1147  DYNAMIC HEIGHT  -        303.425 (meters)      995.49  (feet) COMP
 LA1147  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LA1147
 LA1147  VERT ORDER      -  SECOND    CLASS 0
 LA1147
 LA1147.The horizontal coordinates were determined by differentially corrected
 LA1147.hand held GPS observations or other comparable positioning techniques
 LA1147.and have an estimated accuracy of +/- 3 meters.
 LA1147
 LA1147.The orthometric height was determined by differential leveling and
 LA1147.adjusted by the NATIONAL GEODETIC SURVEY
 LA1147.in June 1991.
 LA1147
 LA1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1147.GEOID18 height accuracy estimate available here.
 LA1147
 LA1147.Click photographs - Photos may exist for this station.
 LA1147
 LA1147.The dynamic height is computed by dividing the NAVD 88
 LA1147.geopotential number by the normal gravity value computed on the
 LA1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1147.degrees latitude (g = 980.6199 gals.).
 LA1147
 LA1147.The modeled gravity was interpolated from observed gravity values.
 LA1147
 LA1147;                    North         East    Units  Estimated Accuracy
 LA1147;SPC IN E     -   547,035.8     135,129.7     MT  (+/- 3 meters HH1 GPS) 
 LA1147
 LA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4864248647(NAD 83)
 LA1147
 LA1147                          SUPERSEDED SURVEY CONTROL
 LA1147
 LA1147  NGVD 29 (??/??/92)  303.725  (m)          996.47   (f) ADJ UNCH    2 0
 LA1147
 LA1147.Superseded values are not recommended for survey control.
 LA1147
 LA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1147.See file dsdata.pdf to determine how the superseded data were derived.
 LA1147
 LA1147_MARKER: DB = BENCH MARK DISK
 LA1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1147_STAMPING: W 249 1947
 LA1147_MARK LOGO: CGS
 LA1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1147+STABILITY: SURFACE MOTION
 LA1147
 LA1147  HISTORY     - Date     Condition        Report By
 LA1147  HISTORY     - 1947     MONUMENTED       CGS
 LA1147
 LA1147                          STATION DESCRIPTION
 LA1147
 LA1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1147'2.2 MI SE FROM SELMA.
 LA1147'ABOUT 0.95 MILES EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1147'SELMA, THENCE ABOUT 1.3 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT
 LA1147'0.75 MILE SOUTH OF THE SOUTHEAST CORNER OF THE HUFFMAN AIRPORT,
 LA1147'ABOUT 0.7 MILE NORTH OF THE STEEL BRIDGE OVER WEST FORK OF WHITE
 LA1147'RIVER, AT THE JUNCTION OF A ROAD LEADING EAST, 17 FEET EAST OF
 LA1147'THE CENTER LINE OF THE ROAD SOUTH, 59 FEET SOUTH OF THE CENTER
 LA1147'LINE OF THE ROAD EAST, 1 FOOT WEST OF A FENCE LINE, 37.5 FEET
 LA1147'SOUTH OF A FENCE CORNER POST, 3 FEET NORTH OF A WHITE WOODEN
 LA1147'WITNESS POST, ABOUT 1.5 FEET BELOW THE ROAD AND SET IN THE TOP
 LA1147'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0448 ***********************************************************************
 JA0448  DESIGNATION -  W 25
 JA0448  PID         -  JA0448
 JA0448  STATE/COUNTY-  IN/HARRISON
 JA0448  COUNTRY     -  US
 JA0448  USGS QUAD   -  LACONIA (2019)
 JA0448
 JA0448                         *CURRENT SURVEY CONTROL
 JA0448  ______________________________________________________________________
 JA0448* NAD 83(1986) POSITION- 38 01 52.     (N) 086 05 14.     (W)   SCALED
 JA0448* NAVD 88 ORTHO HEIGHT -   203.362 (meters)      667.20  (feet) ADJUSTED
 JA0448  ______________________________________________________________________
 JA0448  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 JA0448  DYNAMIC HEIGHT  -        203.217 (meters)      666.72  (feet) COMP
 JA0448  MODELED GRAVITY -    979,915.6   (mgal)                       NAVD 88
 JA0448
 JA0448  VERT ORDER      -  FIRST     CLASS II
 JA0448
 JA0448.The horizontal coordinates were scaled from a map and have
 JA0448.an estimated accuracy of +/- 6 seconds.
 JA0448
 JA0448.The orthometric height was determined by differential leveling and
 JA0448.adjusted by the NATIONAL GEODETIC SURVEY
 JA0448.in June 1991.
 JA0448
 JA0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0448.GEOID18 height accuracy estimate available here.
 JA0448
 JA0448.Click photographs - Photos may exist for this station.
 JA0448
 JA0448.The dynamic height is computed by dividing the NAVD 88
 JA0448.geopotential number by the normal gravity value computed on the
 JA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0448.degrees latitude (g = 980.6199 gals.).
 JA0448
 JA0448.The modeled gravity was interpolated from observed gravity values.
 JA0448
 JA0448;                    North         East    Units  Estimated Accuracy
 JA0448;SPC IN E     -   309,030.       63,080.      MT  (+/- 180 meters Scaled)
 JA0448
 JA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH801096(NAD 83)
 JA0448
 JA0448                          SUPERSEDED SURVEY CONTROL
 JA0448
 JA0448  NGVD 29 (??/??/92)  203.481  (m)          667.59   (f) ADJ UNCH    1 2
 JA0448
 JA0448.Superseded values are not recommended for survey control.
 JA0448
 JA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0448.See file dsdata.pdf to determine how the superseded data were derived.
 JA0448
 JA0448_MARKER: DD = SURVEY DISK
 JA0448_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA0448_SP_SET: STEP
 JA0448_STAMPING: W 25 1937 667
 JA0448_MARK LOGO: USGS
 JA0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0448
 JA0448  HISTORY     - Date     Condition        Report By
 JA0448  HISTORY     - 1937     MONUMENTED       USGS
 JA0448  HISTORY     - 1965     GOOD             CGS
 JA0448
 JA0448                          STATION DESCRIPTION
 JA0448
 JA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0448'AT LACONIA.
 JA0448'AT LACONIA, AT THE EAST ENTRANCE TO THE CONSOLIDATED SCHOOL, 225
 JA0448'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 11, SET IN THE
 JA0448'TOP OF THE NORTH END OF A CONCRETE SLAB, 25 FEET WEST OF THE
 JA0448'CENTER LINE OF A DRIVEWAY AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 JA0448'A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0050 ***********************************************************************
 LB0050  DESIGNATION -  W 25
 LB0050  PID         -  LB0050
 LB0050  STATE/COUNTY-  IN/CASS
 LB0050  COUNTRY     -  US
 LB0050  USGS QUAD   -  LOGANSPORT (2019)
 LB0050
 LB0050                         *CURRENT SURVEY CONTROL
 LB0050  ______________________________________________________________________
 LB0050* NAD 83(1986) POSITION- 40 49 02.     (N) 086 22 25.     (W)   SCALED
 LB0050* NAVD 88 ORTHO HEIGHT -   228.843 (meters)      750.80  (feet) ADJUSTED
 LB0050  ______________________________________________________________________
 LB0050  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 LB0050  DYNAMIC HEIGHT  -        228.736 (meters)      750.44  (feet) COMP
 LB0050  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 LB0050
 LB0050  VERT ORDER      -  SECOND    CLASS 0
 LB0050
 LB0050.The horizontal coordinates were scaled from a map and have
 LB0050.an estimated accuracy of +/- 6 seconds.
 LB0050
 LB0050.The orthometric height was determined by differential leveling and
 LB0050.adjusted by the NATIONAL GEODETIC SURVEY
 LB0050.in June 1991.
 LB0050
 LB0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0050.GEOID18 height accuracy estimate available here.
 LB0050
 LB0050.Click photographs - Photos may exist for this station.
 LB0050
 LB0050.The dynamic height is computed by dividing the NAVD 88
 LB0050.geopotential number by the normal gravity value computed on the
 LB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0050.degrees latitude (g = 980.6199 gals.).
 LB0050
 LB0050.The modeled gravity was interpolated from observed gravity values.
 LB0050
 LB0050;                    North         East    Units  Estimated Accuracy
 LB0050;SPC IN E     -   618,500.       40,360.      MT  (+/- 180 meters Scaled)
 LB0050
 LB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL528186(NAD 83)
 LB0050
 LB0050                          SUPERSEDED SURVEY CONTROL
 LB0050
 LB0050  NGVD 29 (??/??/92)  228.953  (m)          751.16   (f) ADJ UNCH    2 0
 LB0050
 LB0050.Superseded values are not recommended for survey control.
 LB0050
 LB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0050.See file dsdata.pdf to determine how the superseded data were derived.
 LB0050
 LB0050_MARKER: DB = BENCH MARK DISK
 LB0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0050_STAMPING: W 25 1934
 LB0050_MARK LOGO: CGS
 LB0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0050+STABILITY: SURFACE MOTION
 LB0050
 LB0050  HISTORY     - Date     Condition        Report By
 LB0050  HISTORY     - 1934     MONUMENTED       CGS
 LB0050  HISTORY     - 1946     GOOD             CGS
 LB0050  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 LB0050
 LB0050                          STATION DESCRIPTION
 LB0050
 LB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0050'3.8 MI S FROM LUCERNE.
 LB0050'3.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0050'AT LUCERNE, ABOUT 0.5 MILE SOUTH OF MILEPOST 121, 11 1/2 RAILS
 LB0050'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 17, 45.4 FEET SOUTHWEST
 LB0050'OF THE SOUTHWEST RAIL OF THE TRACK, 3 FEET NORTHEAST OF THE
 LB0050'SOUTHWEST RAILROAD RIGHT-OF-WAY FENCE LINE, 58 FEET EAST OF A
 LB0050'24-INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 LB0050'POST, LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LB0050'PROJECTING ABOUT 6 INCHES.
 LB0050
 LB0050                          STATION RECOVERY (2017)
 LB0050
 LB0050'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 LB0050'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1164 ***********************************************************************
 LA1164  DESIGNATION -  W 250
 LA1164  PID         -  LA1164
 LA1164  STATE/COUNTY-  IN/HENRY
 LA1164  COUNTRY     -  US
 LA1164  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1164
 LA1164                         *CURRENT SURVEY CONTROL
 LA1164  ______________________________________________________________________
 LA1164* NAD 83(1986) POSITION- 40 02 14.     (N) 085 23 15.     (W)   SCALED
 LA1164* NAVD 88 ORTHO HEIGHT -   313.145 (meters)     1027.38  (feet) ADJUSTED
 LA1164  ______________________________________________________________________
 LA1164  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 LA1164  DYNAMIC HEIGHT  -        312.975 (meters)     1026.82  (feet) COMP
 LA1164  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 LA1164
 LA1164  VERT ORDER      -  SECOND    CLASS 0
 LA1164
 LA1164.The horizontal coordinates were scaled from a map and have
 LA1164.an estimated accuracy of +/- 6 seconds.
 LA1164
 LA1164.The orthometric height was determined by differential leveling and
 LA1164.adjusted by the NATIONAL GEODETIC SURVEY
 LA1164.in June 1991.
 LA1164
 LA1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1164.GEOID18 height accuracy estimate available here.
 LA1164
 LA1164.Click photographs - Photos may exist for this station.
 LA1164
 LA1164.The dynamic height is computed by dividing the NAVD 88
 LA1164.geopotential number by the normal gravity value computed on the
 LA1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1164.degrees latitude (g = 980.6199 gals.).
 LA1164
 LA1164.The modeled gravity was interpolated from observed gravity values.
 LA1164
 LA1164;                    North         East    Units  Estimated Accuracy
 LA1164;SPC IN E     -   531,690.      123,830.      MT  (+/- 180 meters Scaled)
 LA1164
 LA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK375331(NAD 83)
 LA1164
 LA1164                          SUPERSEDED SURVEY CONTROL
 LA1164
 LA1164  NGVD 29 (??/??/92)  313.277  (m)         1027.81   (f) ADJ UNCH    2 0
 LA1164
 LA1164.Superseded values are not recommended for survey control.
 LA1164
 LA1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1164.See file dsdata.pdf to determine how the superseded data were derived.
 LA1164
 LA1164_MARKER: DB = BENCH MARK DISK
 LA1164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1164_SP_SET: CULVERT HEADWALL
 LA1164_STAMPING: W 250 1947
 LA1164_MARK LOGO: CGS
 LA1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1164+STABILITY: SURFACE MOTION
 LA1164
 LA1164  HISTORY     - Date     Condition        Report By
 LA1164  HISTORY     - 1947     MONUMENTED       CGS
 LA1164
 LA1164                          STATION DESCRIPTION
 LA1164
 LA1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1164'2.3 MI N FROM MOUNT SUMMIT.
 LA1164'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 LA1164'WITH U.S. HIGHWAY 36 AT MOUNT SUMMIT, ABOUT 0.8 MILE NORTH OF THE
 LA1164'CROSSROADS AT PUNKINTOWN, ABOUT 0.65 MILE SOUTH OF THE SCHOOL AT
 LA1164'SPRINGPORT, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 LA1164'4-FOOT CONCRETE CULVERT, 15 FEET WEST OF THE CENTER LINE OF THE
 LA1164'HIGHWAY, 33 FEET SOUTHEAST OF TELEPHONE POLE NO. 464, AND ABOUT
 LA1164'0.5 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1650 ***********************************************************************
 JZ1650  DESIGNATION -  W 251 RESET
 JZ1650  PID         -  JZ1650
 JZ1650  STATE/COUNTY-  IN/HENRY
 JZ1650  COUNTRY     -  US
 JZ1650  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1650
 JZ1650                         *CURRENT SURVEY CONTROL
 JZ1650  ______________________________________________________________________
 JZ1650* NAD 83(1986) POSITION- 39 54 32.     (N) 085 23 06.     (W)   SCALED
 JZ1650* NAVD 88 ORTHO HEIGHT -   314.00  (meters)     1030.2   (feet) RESET
 JZ1650  ______________________________________________________________________
 JZ1650  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 JZ1650  VERT ORDER      -  THIRD
 JZ1650
 JZ1650.The horizontal coordinates were scaled from a map and have
 JZ1650.an estimated accuracy of +/- 6 seconds.
 JZ1650
 JZ1650.The orthometric height was computed from unverified reset data.
 JZ1650
 JZ1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1650.GEOID18 height accuracy estimate available here.
 JZ1650
 JZ1650.Click photographs - Photos may exist for this station.
 JZ1650
 JZ1650;                    North         East    Units  Estimated Accuracy
 JZ1650;SPC IN E     -   517,440.      124,080.      MT  (+/- 180 meters Scaled)
 JZ1650
 JZ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380188(NAD 83)
 JZ1650
 JZ1650                          SUPERSEDED SURVEY CONTROL
 JZ1650
 JZ1650.No superseded survey control is available for this station.
 JZ1650
 JZ1650_MARKER: DB = BENCH MARK DISK
 JZ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1650_STAMPING: W 251 RESET 1961
 JZ1650_MARK LOGO: CGS
 JZ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1650+STABILITY: SURFACE MOTION
 JZ1650
 JZ1650  HISTORY     - Date     Condition        Report By
 JZ1650  HISTORY     - 1961     MONUMENTED       LOCENG
 JZ1650
 JZ1650                          STATION DESCRIPTION
 JZ1650
 JZ1650'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 JZ1650'2 MI S FROM NEW CASTLE.
 JZ1650'THIS MARK IS LOCATED 2.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM
 JZ1650'THE INTERSECTION WITH STATE HIGHWAY 38 AT NEW CASTLE, 300 FEET
 JZ1650'WEST OF A CROSSROAD AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 JZ1650'COUNTY ROAD, AT THE EAST END OF A WHITE BOARD FENCE, AND SET
 JZ1650'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1515 ***********************************************************************
 JZ1515  DESIGNATION -  W 252
 JZ1515  PID         -  JZ1515
 JZ1515  STATE/COUNTY-  IN/HENRY
 JZ1515  COUNTRY     -  US
 JZ1515  USGS QUAD   -  LEWISVILLE (2019)
 JZ1515
 JZ1515                         *CURRENT SURVEY CONTROL
 JZ1515  ______________________________________________________________________
 JZ1515* NAD 83(1986) POSITION- 39 48 26.     (N) 085 20 38.     (W)   SCALED
 JZ1515* NAVD 88 ORTHO HEIGHT -   329.608 (meters)     1081.39  (feet) ADJUSTED
 JZ1515  ______________________________________________________________________
 JZ1515  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 JZ1515  DYNAMIC HEIGHT  -        329.418 (meters)     1080.77  (feet) COMP
 JZ1515  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 JZ1515
 JZ1515  VERT ORDER      -  SECOND    CLASS 0
 JZ1515
 JZ1515.The horizontal coordinates were scaled from a map and have
 JZ1515.an estimated accuracy of +/- 6 seconds.
 JZ1515
 JZ1515.The orthometric height was determined by differential leveling and
 JZ1515.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1515.in June 1991.
 JZ1515
 JZ1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1515.GEOID18 height accuracy estimate available here.
 JZ1515
 JZ1515.Click photographs - Photos may exist for this station.
 JZ1515
 JZ1515.The dynamic height is computed by dividing the NAVD 88
 JZ1515.geopotential number by the normal gravity value computed on the
 JZ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1515.degrees latitude (g = 980.6199 gals.).
 JZ1515
 JZ1515.The modeled gravity was interpolated from observed gravity values.
 JZ1515
 JZ1515;                    North         East    Units  Estimated Accuracy
 JZ1515;SPC IN E     -   506,160.      127,640.      MT  (+/- 180 meters Scaled)
 JZ1515
 JZ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK417076(NAD 83)
 JZ1515
 JZ1515                          SUPERSEDED SURVEY CONTROL
 JZ1515
 JZ1515  NGVD 29 (??/??/92)  329.737  (m)         1081.81   (f) ADJ UNCH    2 0
 JZ1515
 JZ1515.Superseded values are not recommended for survey control.
 JZ1515
 JZ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1515.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1515
 JZ1515_MARKER: DB = BENCH MARK DISK
 JZ1515_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1515_SP_SET: BOX CULVERT HEADWALL
 JZ1515_STAMPING: W 252 1947
 JZ1515_MARK LOGO: CGS
 JZ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1515+STABILITY: SURFACE MOTION
 JZ1515
 JZ1515  HISTORY     - Date     Condition        Report By
 JZ1515  HISTORY     - 1947     MONUMENTED       CGS
 JZ1515  HISTORY     - 20180807 MARK NOT FOUND   MCA
 JZ1515
 JZ1515                          STATION DESCRIPTION
 JZ1515
 JZ1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1515'0.5 MI E FROM LEWISVILLE.
 JZ1515'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JZ1515'WITH STATE HIGHWAY 103 AT LEWISVILLE, ABOUT 150 YARDS EAST OF
 JZ1515'LEWISVILLE CITY LIMITS, 43 YARDS WEST OF THE CENTER LINE OF A SIDE
 JZ1515'ROAD LEADING NORTH, IN THE TOP OF THE WEST END OF THE NORTH
 JZ1515'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 33.5 FEET NORTH OF
 JZ1515'THE CENTER LINE OF THE WEST-BOUND TRAFFIC LANE, 2 FEET BELOW
 JZ1515'HIGHWAY LEVEL.
 JZ1515
 JZ1515                          STATION RECOVERY (2018)
 JZ1515
 JZ1515'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1515'THE CONCRETE HAS DETERIORATED AND THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1565 ***********************************************************************
 JZ1565  DESIGNATION -  W 253
 JZ1565  PID         -  JZ1565
 JZ1565  STATE/COUNTY-  IN/FAYETTE
 JZ1565  COUNTRY     -  US
 JZ1565  USGS QUAD   -  FALMOUTH (2019)
 JZ1565
 JZ1565                         *CURRENT SURVEY CONTROL
 JZ1565  ______________________________________________________________________
 JZ1565* NAD 83(1986) POSITION- 39 43 43.89   (N) 085 18 04.05   (W)   HD_HELD1
 JZ1565* NAVD 88 ORTHO HEIGHT -   312.579 (meters)     1025.52  (feet) ADJUSTED
 JZ1565  ______________________________________________________________________
 JZ1565  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ1565  DYNAMIC HEIGHT  -        312.396 (meters)     1024.92  (feet) COMP
 JZ1565  MODELED GRAVITY -    980,032.2   (mgal)                       NAVD 88
 JZ1565
 JZ1565  VERT ORDER      -  SECOND    CLASS 0
 JZ1565
 JZ1565.The horizontal coordinates were determined by differentially corrected
 JZ1565.hand held GPS observations or other comparable positioning techniques
 JZ1565.and have an estimated accuracy of +/- 3 meters.
 JZ1565
 JZ1565.The orthometric height was determined by differential leveling and
 JZ1565.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1565.in June 1991.
 JZ1565
 JZ1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1565.GEOID18 height accuracy estimate available here.
 JZ1565
 JZ1565.Click photographs - Photos may exist for this station.
 JZ1565
 JZ1565.The dynamic height is computed by dividing the NAVD 88
 JZ1565.geopotential number by the normal gravity value computed on the
 JZ1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1565.degrees latitude (g = 980.6199 gals.).
 JZ1565
 JZ1565.The modeled gravity was interpolated from observed gravity values.
 JZ1565
 JZ1565;                    North         East    Units  Estimated Accuracy
 JZ1565;SPC IN E     -   497,477.1     131,337.1     MT  (+/- 3 meters HH1 GPS) 
 JZ1565
 JZ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4559199043(NAD 83)
 JZ1565
 JZ1565                          SUPERSEDED SURVEY CONTROL
 JZ1565
 JZ1565  NGVD 29 (??/??/92)  312.712  (m)         1025.96   (f) ADJ UNCH    2 0
 JZ1565
 JZ1565.Superseded values are not recommended for survey control.
 JZ1565
 JZ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1565.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1565
 JZ1565_MARKER: DB = BENCH MARK DISK
 JZ1565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1565_SP_SET: CULVERT HEADWALL
 JZ1565_STAMPING: W 253 1947
 JZ1565_MARK LOGO: CGS
 JZ1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1565+STABILITY: SURFACE MOTION
 JZ1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1565+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2023
 JZ1565
 JZ1565  HISTORY     - Date     Condition        Report By
 JZ1565  HISTORY     - 1947     MONUMENTED       CGS
 JZ1565  HISTORY     - 20230302 GOOD             INDOT
 JZ1565
 JZ1565                          STATION DESCRIPTION
 JZ1565
 JZ1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1565'2 MI N FROM FALMOUTH.
 JZ1565'ABOUT 2.0 MILES NORTH ALONG THE COUNTY LINE ROAD FROM THE
 JZ1565'CROSSROADS AT FALMOUTH, ABOUT 100 YARDS SOUTH OF AN EAST-WEST
 JZ1565'CROSSROAD, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE
 JZ1565'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 48-INCH
 JZ1565'PIPE CULVERT, ABOUT LEVEL WITH THE ROAD.
 JZ1565
 JZ1565                          STATION RECOVERY (2023)
 JZ1565
 JZ1565'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1592 ***********************************************************************
 JZ1592  DESIGNATION -  W 254
 JZ1592  PID         -  JZ1592
 JZ1592  STATE/COUNTY-  IN/FAYETTE
 JZ1592  COUNTRY     -  US
 JZ1592  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1592
 JZ1592                         *CURRENT SURVEY CONTROL
 JZ1592  ______________________________________________________________________
 JZ1592* NAD 83(1986) POSITION- 39 42 01.1    (N) 085 03 12.3    (W)   HD_HELD2
 JZ1592* NAVD 88 ORTHO HEIGHT -   316.169 (meters)     1037.30  (feet) ADJUSTED
 JZ1592  ______________________________________________________________________
 JZ1592  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ1592  DYNAMIC HEIGHT  -        315.982 (meters)     1036.68  (feet) COMP
 JZ1592  MODELED GRAVITY -    980,028.2   (mgal)                       NAVD 88
 JZ1592
 JZ1592  VERT ORDER      -  SECOND    CLASS 0
 JZ1592
 JZ1592.The horizontal coordinates were established by autonomous hand held GPS
 JZ1592.observations and have an estimated accuracy of +/- 10 meters.
 JZ1592
 JZ1592.The orthometric height was determined by differential leveling and
 JZ1592.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1592.in June 1991.
 JZ1592
 JZ1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1592.GEOID18 height accuracy estimate available here.
 JZ1592
 JZ1592.Click photographs - Photos may exist for this station.
 JZ1592
 JZ1592.The dynamic height is computed by dividing the NAVD 88
 JZ1592.geopotential number by the normal gravity value computed on the
 JZ1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1592.degrees latitude (g = 980.6199 gals.).
 JZ1592
 JZ1592.The modeled gravity was interpolated from observed gravity values.
 JZ1592
 JZ1592;                    North         East    Units  Estimated Accuracy
 JZ1592;SPC IN E     -   494,423.      152,594.      MT  (+/- 10 meters HH2 GPS)
 JZ1592
 JZ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6688996306(NAD 83)
 JZ1592
 JZ1592                          SUPERSEDED SURVEY CONTROL
 JZ1592
 JZ1592  NGVD 29 (??/??/92)  316.309  (m)         1037.76   (f) ADJ UNCH    2 0
 JZ1592
 JZ1592.Superseded values are not recommended for survey control.
 JZ1592
 JZ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1592.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1592
 JZ1592_MARKER: DB = BENCH MARK DISK
 JZ1592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1592_SP_SET: CULVERT HEADWALL
 JZ1592_STAMPING: W 254 1947
 JZ1592_MARK LOGO: CGS
 JZ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1592+STABILITY: SURFACE MOTION
 JZ1592
 JZ1592  HISTORY     - Date     Condition        Report By
 JZ1592  HISTORY     - 1947     MONUMENTED       CGS
 JZ1592  HISTORY     - 20030508 GOOD             GEOCAC
 JZ1592
 JZ1592                          STATION DESCRIPTION
 JZ1592
 JZ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1592'3.2 MI N FROM LYONSVILLE.
 JZ1592'ABOUT 3.25 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1592'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, 1.0 MILE
 JZ1592'SOUTH OF THE WAYNE-FAYETTE COUNTY LINE, ABOUT 0.1 MILE NORTH
 JZ1592'OF A CHURCH BUILDING AND CEMETERY, AT A CROSSROAD, 15 FEET EAST
 JZ1592'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET NORTH OF THE
 JZ1592'CENTER LINE OF THE EAST-WEST ROAD, IN THE TOP OF THE NORTH END
 JZ1592'OF THE EAST L SHAPED CONCRETE HEADWALL OF A 14-INCH PIPE CULVERT
 JZ1592'UNDER THE NORTH-SOUTH ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
 JZ1592
 JZ1592                          STATION RECOVERY (2003)
 JZ1592
 JZ1592'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1592'ABRASIONS ON THE DISK MAKE IT DIFFICULT TO READ THE MARKING.  CHURCH
 JZ1592'BUILDING IS NO LONGER PRESENT, BUT CEMETERY REMAINS.  CROSSROAD IS
 JZ1592'COUNTY 400N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1195 ***********************************************************************
 JZ1195  DESIGNATION -  W 255
 JZ1195  PID         -  JZ1195
 JZ1195  STATE/COUNTY-  IN/WAYNE
 JZ1195  COUNTRY     -  US
 JZ1195  USGS QUAD   -  RICHMOND (2019)
 JZ1195
 JZ1195                         *CURRENT SURVEY CONTROL
 JZ1195  ______________________________________________________________________
 JZ1195* NAD 83(1986) POSITION- 39 48 05.     (N) 084 58 03.     (W)   SCALED
 JZ1195* NAVD 88 ORTHO HEIGHT -   318.671 (meters)     1045.51  (feet) ADJUSTED
 JZ1195  ______________________________________________________________________
 JZ1195  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 JZ1195  DYNAMIC HEIGHT  -        318.488 (meters)     1044.91  (feet) COMP
 JZ1195  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 JZ1195
 JZ1195  VERT ORDER      -  SECOND    CLASS 0
 JZ1195
 JZ1195.The horizontal coordinates were scaled from a map and have
 JZ1195.an estimated accuracy of +/- 6 seconds.
 JZ1195
 JZ1195.The orthometric height was determined by differential leveling and
 JZ1195.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1195.in June 1991.
 JZ1195
 JZ1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1195.GEOID18 height accuracy estimate available here.
 JZ1195
 JZ1195.Click photographs - Photos may exist for this station.
 JZ1195
 JZ1195.The dynamic height is computed by dividing the NAVD 88
 JZ1195.geopotential number by the normal gravity value computed on the
 JZ1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1195.degrees latitude (g = 980.6199 gals.).
 JZ1195
 JZ1195.The modeled gravity was interpolated from observed gravity values.
 JZ1195
 JZ1195;                    North         East    Units  Estimated Accuracy
 JZ1195;SPC IN E     -   505,700.      159,880.      MT  (+/- 180 meters Scaled)
 JZ1195
 JZ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK740076(NAD 83)
 JZ1195
 JZ1195                          SUPERSEDED SURVEY CONTROL
 JZ1195
 JZ1195  NGVD 29 (??/??/92)  318.817  (m)         1045.99   (f) ADJ UNCH    2 0
 JZ1195
 JZ1195.Superseded values are not recommended for survey control.
 JZ1195
 JZ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1195.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1195
 JZ1195_MARKER: DB = BENCH MARK DISK
 JZ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1195_STAMPING: W 255 1947
 JZ1195_MARK LOGO: CGS
 JZ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1195+STABILITY: SURFACE MOTION
 JZ1195
 JZ1195  HISTORY     - Date     Condition        Report By
 JZ1195  HISTORY     - 1947     MONUMENTED       CGS
 JZ1195  HISTORY     - 20030618 POOR             GEOCAC
 JZ1195
 JZ1195                          STATION DESCRIPTION
 JZ1195
 JZ1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1195'2.8 MI SE FROM CENTERVILLE.
 JZ1195'1.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE MAIN STREET
 JZ1195'INTERSECTION AT CENTERVILLE, THENCE 1.25 MILE SOUTH ALONG A
 JZ1195'GRAVEL ROAD, AT THE JUNCTION WITH A ROAD LEADING WEST, 15 FEET
 JZ1195'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 63 FEET NORTH
 JZ1195'OF THE EXTENDED CENTER LINE OF THE ROAD WEST, 8 FEET NORTH OF
 JZ1195'TELEPHONE POLE NUMBER 32, 1 FOOT WEST OF A WIRE FENCE LINE, 2
 JZ1195'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1195'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ1195'INCHES.
 JZ1195
 JZ1195                          STATION RECOVERY (2003)
 JZ1195
 JZ1195'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1195'THE MONUMENT WITH THE DISK ATTACHED HAS BEEN UPROOTED AND IS LYING ON
 JZ1195'ITS SIDE. IT IS PROBABLY OUT OF POSITION FROM WHERE IT WAS ORIGINALLY
 JZ1195'PUT.  (IT S AT 39 48.092 84 58.057 WITH 25 FT ACCURACY)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2424 ***********************************************************************
 JZ2424  DESIGNATION -  W 256
 JZ2424  PID         -  JZ2424
 JZ2424  STATE/COUNTY-  IN/RUSH
 JZ2424  COUNTRY     -  US
 JZ2424  USGS QUAD   -  MANILLA (2019)
 JZ2424
 JZ2424                         *CURRENT SURVEY CONTROL
 JZ2424  ______________________________________________________________________
 JZ2424* NAD 83(1986) POSITION- 39 31 38.     (N) 085 34 43.     (W)   SCALED
 JZ2424* NAVD 88 ORTHO HEIGHT -   276.583 (meters)      907.42  (feet) ADJUSTED
 JZ2424  ______________________________________________________________________
 JZ2424  GEOID HEIGHT    -        -34.054 (meters)                     GEOID18
 JZ2424  DYNAMIC HEIGHT  -        276.417 (meters)      906.88  (feet) COMP
 JZ2424  MODELED GRAVITY -    980,017.0   (mgal)                       NAVD 88
 JZ2424
 JZ2424  VERT ORDER      -  SECOND    CLASS 0
 JZ2424
 JZ2424.The horizontal coordinates were scaled from a map and have
 JZ2424.an estimated accuracy of +/- 6 seconds.
 JZ2424
 JZ2424.The orthometric height was determined by differential leveling and
 JZ2424.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2424.in June 1991.
 JZ2424
 JZ2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2424.GEOID18 height accuracy estimate available here.
 JZ2424
 JZ2424.Click photographs - Photos may exist for this station.
 JZ2424
 JZ2424.The dynamic height is computed by dividing the NAVD 88
 JZ2424.geopotential number by the normal gravity value computed on the
 JZ2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2424.degrees latitude (g = 980.6199 gals.).
 JZ2424
 JZ2424.The modeled gravity was interpolated from observed gravity values.
 JZ2424
 JZ2424;                    North         East    Units  Estimated Accuracy
 JZ2424;SPC IN E     -   475,030.      107,570.      MT  (+/- 180 meters Scaled)
 JZ2424
 JZ2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221762(NAD 83)
 JZ2424
 JZ2424                          SUPERSEDED SURVEY CONTROL
 JZ2424
 JZ2424  NGVD 29 (??/??/92)  276.705  (m)          907.82   (f) ADJ UNCH    2 0
 JZ2424
 JZ2424.Superseded values are not recommended for survey control.
 JZ2424
 JZ2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2424.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2424
 JZ2424_MARKER: DB = BENCH MARK DISK
 JZ2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2424_STAMPING: W 256 1947
 JZ2424_MARK LOGO: CGS
 JZ2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2424+STABILITY: SURFACE MOTION
 JZ2424
 JZ2424  HISTORY     - Date     Condition        Report By
 JZ2424  HISTORY     - 1947     MONUMENTED       CGS
 JZ2424
 JZ2424                          STATION DESCRIPTION
 JZ2424
 JZ2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2424'3.6 MI S FROM HOMER.
 JZ2424'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 JZ2424'OF THE ARLINGTON ROAD AT HOMER, THENCE ABOUT 3.5 MILES SOUTH
 JZ2424'ALONG A GRAVEL ROAD, ABOUT 0.25 MILE NORTH OF A 16-FOOT WOODEN
 JZ2424'BRIDGE, SET ON THE WEST SIDE OF THE ROAD AT A T FENCE CORNER
 JZ2424'POST, 114 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE,
 JZ2424'14 FEET WEST OF THE CENTER LINE OF THE ROAD, 93 FEET SOUTHEAST
 JZ2424'OF A 36-INCH TREE, 7 FEET SOUTH OF THE T FENCE CORNER POST,
 JZ2424'1 FOOT EAST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 JZ2424'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2424'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2305 ***********************************************************************
 JZ2305  DESIGNATION -  W 257
 JZ2305  PID         -  JZ2305
 JZ2305  STATE/COUNTY-  IN/DECATUR
 JZ2305  COUNTRY     -  US
 JZ2305  USGS QUAD   -  ADAMS (2019)
 JZ2305
 JZ2305                         *CURRENT SURVEY CONTROL
 JZ2305  ______________________________________________________________________
 JZ2305* NAD 83(1986) POSITION- 39 23 42.     (N) 085 30 02.     (W)   SCALED
 JZ2305* NAVD 88 ORTHO HEIGHT -   279.280 (meters)      916.27  (feet) ADJUSTED
 JZ2305  ______________________________________________________________________
 JZ2305  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ2305  DYNAMIC HEIGHT  -        279.107 (meters)      915.70  (feet) COMP
 JZ2305  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JZ2305
 JZ2305  VERT ORDER      -  SECOND    CLASS 0
 JZ2305
 JZ2305.The horizontal coordinates were scaled from a map and have
 JZ2305.an estimated accuracy of +/- 6 seconds.
 JZ2305
 JZ2305.The orthometric height was determined by differential leveling and
 JZ2305.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2305.in June 1991.
 JZ2305
 JZ2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2305.GEOID18 height accuracy estimate available here.
 JZ2305
 JZ2305.Click photographs - Photos may exist for this station.
 JZ2305
 JZ2305.The dynamic height is computed by dividing the NAVD 88
 JZ2305.geopotential number by the normal gravity value computed on the
 JZ2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2305.degrees latitude (g = 980.6199 gals.).
 JZ2305
 JZ2305.The modeled gravity was interpolated from observed gravity values.
 JZ2305
 JZ2305;                    North         East    Units  Estimated Accuracy
 JZ2305;SPC IN E     -   460,360.      114,310.      MT  (+/- 180 meters Scaled)
 JZ2305
 JZ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ291616(NAD 83)
 JZ2305
 JZ2305                          SUPERSEDED SURVEY CONTROL
 JZ2305
 JZ2305  NGVD 29 (??/??/92)  279.409  (m)          916.69   (f) ADJ UNCH    2 0
 JZ2305
 JZ2305.Superseded values are not recommended for survey control.
 JZ2305
 JZ2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2305.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2305
 JZ2305_MARKER: DB = BENCH MARK DISK
 JZ2305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2305_SP_SET: BRIDGE
 JZ2305_STAMPING: W 257 1947
 JZ2305_MARK LOGO: CGS
 JZ2305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2305+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2013
 JZ2305
 JZ2305  HISTORY     - Date     Condition        Report By
 JZ2305  HISTORY     - 1947     MONUMENTED       CGS
 JZ2305  HISTORY     - 20131118 GOOD             GEOCAC
 JZ2305  HISTORY     - 20221103 GOOD             INDOT
 JZ2305
 JZ2305                          STATION DESCRIPTION
 JZ2305
 JZ2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2305'3 MI SW FROM SANDUSKY.
 JZ2305'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 JZ2305'SCHOOL AT SANDUSKY, THENCE ABOUT 1.15 MILES WEST ALONG A BLACK
 JZ2305'TOP ROAD, SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL
 JZ2305'OF A 6-FOOT CONCRETE BRIDGE, 12 FEET NORTH OF THE CENTER LINE
 JZ2305'OF THE ROAD, 1 FOOT NORTHEAST OF THE EAST END OF THE NORTH
 JZ2305'CONCRETE BANISTER AND 1/2-FOOT BELOW THE BRIDGE FLOOR.
 JZ2305
 JZ2305                          STATION RECOVERY (2013)
 JZ2305
 JZ2305'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2305'RECOVERED AS DESCRIBED IN GOOD SHAPE LOCATED ON A BRIDGE HEAD WALL ON
 JZ2305'W COUNTY ROAD 400 N WEST OF STATE ROAD 3.
 JZ2305
 JZ2305                          STATION RECOVERY (2022)
 JZ2305
 JZ2305'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2305'THERE ARE SEVERAL LARGE TREES DIRECTLY TO THE SOUTH ACROSS THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1955 ***********************************************************************
 JZ1955  DESIGNATION -  W 258
 JZ1955  PID         -  JZ1955
 JZ1955  STATE/COUNTY-  IN/FRANKLIN
 JZ1955  COUNTRY     -  US
 JZ1955  USGS QUAD   -  CLARKSBURG (2019)
 JZ1955
 JZ1955                         *CURRENT SURVEY CONTROL
 JZ1955  ______________________________________________________________________
 JZ1955* NAD 83(1986) POSITION- 39 26 22.     (N) 085 17 30.     (W)   SCALED
 JZ1955* NAVD 88 ORTHO HEIGHT -   307.068 (meters)     1007.44  (feet) ADJUSTED
 JZ1955  ______________________________________________________________________
 JZ1955  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 JZ1955  DYNAMIC HEIGHT  -        306.879 (meters)     1006.82  (feet) COMP
 JZ1955  MODELED GRAVITY -    980,004.0   (mgal)                       NAVD 88
 JZ1955
 JZ1955  VERT ORDER      -  SECOND    CLASS 0
 JZ1955
 JZ1955.The horizontal coordinates were scaled from a map and have
 JZ1955.an estimated accuracy of +/- 6 seconds.
 JZ1955
 JZ1955.The orthometric height was determined by differential leveling and
 JZ1955.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1955.in June 1991.
 JZ1955
 JZ1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1955.GEOID18 height accuracy estimate available here.
 JZ1955
 JZ1955.Click photographs - Photos may exist for this station.
 JZ1955
 JZ1955.The dynamic height is computed by dividing the NAVD 88
 JZ1955.geopotential number by the normal gravity value computed on the
 JZ1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1955.degrees latitude (g = 980.6199 gals.).
 JZ1955
 JZ1955.The modeled gravity was interpolated from observed gravity values.
 JZ1955
 JZ1955;                    North         East    Units  Estimated Accuracy
 JZ1955;SPC IN E     -   465,350.      132,280.      MT  (+/- 180 meters Scaled)
 JZ1955
 JZ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ470669(NAD 83)
 JZ1955
 JZ1955                          SUPERSEDED SURVEY CONTROL
 JZ1955
 JZ1955  NGVD 29 (??/??/92)  307.206  (m)         1007.89   (f) ADJ UNCH    2 0
 JZ1955
 JZ1955.Superseded values are not recommended for survey control.
 JZ1955
 JZ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1955.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1955
 JZ1955_MARKER: DB = BENCH MARK DISK
 JZ1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1955_STAMPING: W 258 1947
 JZ1955_MARK LOGO: CGS
 JZ1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1955+STABILITY: SURFACE MOTION
 JZ1955
 JZ1955  HISTORY     - Date     Condition        Report By
 JZ1955  HISTORY     - 1947     MONUMENTED       CGS
 JZ1955
 JZ1955                          STATION DESCRIPTION
 JZ1955
 JZ1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1955'1 MI W FROM BUENA VISTA.
 JZ1955'ABOUT 1.0 MILE WEST ALONG THE CLARKSBURG ROAD FROM THE CROSSROADS
 JZ1955'AT BUENA VISTA, ABOUT 0.3 MILE EAST OF THE DECATUR-FRANKLIN
 JZ1955'COUNTY LINE, AT A DRIVEWAY LEADING NORTH TO A FARM HOUSE, 156
 JZ1955'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 16 FEET
 JZ1955'NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF THE CENTER
 JZ1955'LINE OF THE DRIVEWAY, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET
 JZ1955'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1955'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1766 ***********************************************************************
 JZ1766  DESIGNATION -  W 259
 JZ1766  PID         -  JZ1766
 JZ1766  STATE/COUNTY-  IN/FAYETTE
 JZ1766  COUNTRY     -  US
 JZ1766  USGS QUAD   -  NEW SALEM (2019)
 JZ1766
 JZ1766                         *CURRENT SURVEY CONTROL
 JZ1766  ______________________________________________________________________
 JZ1766* NAD 83(1986) POSITION- 39 32 50.6    (N) 085 17 53.7    (W)   HD_HELD2
 JZ1766* NAVD 88 ORTHO HEIGHT -   322.962 (meters)     1059.58  (feet) ADJUSTED
 JZ1766  ______________________________________________________________________
 JZ1766  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ1766  DYNAMIC HEIGHT  -        322.765 (meters)     1058.94  (feet) COMP
 JZ1766  MODELED GRAVITY -    980,007.8   (mgal)                       NAVD 88
 JZ1766
 JZ1766  VERT ORDER      -  SECOND    CLASS 0
 JZ1766
 JZ1766.The horizontal coordinates were established by autonomous hand held GPS
 JZ1766.observations and have an estimated accuracy of +/- 10 meters.
 JZ1766
 JZ1766.The orthometric height was determined by differential leveling and
 JZ1766.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1766.in June 1991.
 JZ1766
 JZ1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1766.GEOID18 height accuracy estimate available here.
 JZ1766
 JZ1766.Click photographs - Photos may exist for this station.
 JZ1766
 JZ1766.The dynamic height is computed by dividing the NAVD 88
 JZ1766.geopotential number by the normal gravity value computed on the
 JZ1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1766.degrees latitude (g = 980.6199 gals.).
 JZ1766
 JZ1766.The modeled gravity was interpolated from observed gravity values.
 JZ1766
 JZ1766;                    North         East    Units  Estimated Accuracy
 JZ1766;SPC IN E     -   477,331.      131,666.      MT  (+/- 10 meters HH2 GPS)
 JZ1766
 JZ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4621978906(NAD 83)
 JZ1766
 JZ1766                          SUPERSEDED SURVEY CONTROL
 JZ1766
 JZ1766  NGVD 29 (??/??/92)  323.094  (m)         1060.02   (f) ADJ UNCH    2 0
 JZ1766
 JZ1766.Superseded values are not recommended for survey control.
 JZ1766
 JZ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1766.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1766
 JZ1766_MARKER: DB = BENCH MARK DISK
 JZ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1766_STAMPING: W 259 1947
 JZ1766_MARK LOGO: CGS
 JZ1766_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1766+STABILITY: SURFACE MOTION
 JZ1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1766+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2023
 JZ1766
 JZ1766  HISTORY     - Date     Condition        Report By
 JZ1766  HISTORY     - 1947     MONUMENTED       CGS
 JZ1766  HISTORY     - 20230322 GOOD             INDOT
 JZ1766
 JZ1766                          STATION DESCRIPTION
 JZ1766
 JZ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1766'2.6 MI S FROM ORANGE.
 JZ1766'ABOUT 2.55 MILES SOUTH ALONG THE RUSH-FAYETTE COUNTY LINE ROAD
 JZ1766'FROM THE CHRISTIAN CHURCH AT ORANGE, ABOUT 0.15 MILE NORTH OF
 JZ1766'A CROSS ROAD, AT THE JUNCTION OF A ROAD LEADING EAST, 21 FEET EAST
 JZ1766'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 19 FEET SOUTH OF THE
 JZ1766'CENTER LINE OF THE ROAD EAST, 14 FEET SOUTHWEST OF POWER POLE
 JZ1766'NO. 80, 4 FEET SOUTH OF A FENCE CORNER POST, 1.5 FEET WEST OF A
 JZ1766'FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1766'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1766'PROJECTING 4 INCHES.
 JZ1766
 JZ1766                          STATION RECOVERY (2023)
 JZ1766
 JZ1766'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1873 ***********************************************************************
 LA1873  DESIGNATION -  W 26
 LA1873  PID         -  LA1873
 LA1873  STATE/COUNTY-  IN/GRANT
 LA1873  COUNTRY     -  US
 LA1873  USGS QUAD   -  SWEETSER (2019)
 LA1873
 LA1873                         *CURRENT SURVEY CONTROL
 LA1873  ______________________________________________________________________
 LA1873* NAD 83(1986) POSITION- 40 30 07.     (N) 085 51 33.     (W)   SCALED
 LA1873* NAVD 88 ORTHO HEIGHT -   263.216 (meters)      863.57  (feet) ADJUSTED
 LA1873  ______________________________________________________________________
 LA1873  GEOID HEIGHT    -        -34.388 (meters)                     GEOID18
 LA1873  DYNAMIC HEIGHT  -        263.080 (meters)      863.12  (feet) COMP
 LA1873  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LA1873
 LA1873  VERT ORDER      -  SECOND    CLASS 0
 LA1873
 LA1873.The horizontal coordinates were scaled from a map and have
 LA1873.an estimated accuracy of +/- 6 seconds.
 LA1873
 LA1873.The orthometric height was determined by differential leveling and
 LA1873.adjusted by the NATIONAL GEODETIC SURVEY
 LA1873.in June 1991.
 LA1873
 LA1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1873.GEOID18 height accuracy estimate available here.
 LA1873
 LA1873.Click photographs - Photos may exist for this station.
 LA1873
 LA1873.The dynamic height is computed by dividing the NAVD 88
 LA1873.geopotential number by the normal gravity value computed on the
 LA1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1873.degrees latitude (g = 980.6199 gals.).
 LA1873
 LA1873.The modeled gravity was interpolated from observed gravity values.
 LA1873
 LA1873;                    North         East    Units  Estimated Accuracy
 LA1873;SPC IN E     -   583,270.       83,680.      MT  (+/- 180 meters Scaled)
 LA1873
 LA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK966840(NAD 83)
 LA1873
 LA1873                          SUPERSEDED SURVEY CONTROL
 LA1873
 LA1873  NGVD 29 (??/??/92)  263.336  (m)          863.96   (f) ADJ UNCH    2 0
 LA1873
 LA1873.Superseded values are not recommended for survey control.
 LA1873
 LA1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1873.See file dsdata.pdf to determine how the superseded data were derived.
 LA1873
 LA1873_MARKER: DB = BENCH MARK DISK
 LA1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1873_STAMPING: W 26 1934
 LA1873_MARK LOGO: CGS
 LA1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1873+STABILITY: SURFACE MOTION
 LA1873
 LA1873  HISTORY     - Date     Condition        Report By
 LA1873  HISTORY     - 1934     MONUMENTED       CGS
 LA1873  HISTORY     - 1946     GOOD             CGS
 LA1873
 LA1873                          STATION DESCRIPTION
 LA1873
 LA1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1873'1.8 MI W FROM SWAYZEE.
 LA1873'1.8 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA1873'FROM THE STATION AT SWAYZEE, AT SIMS STATION, 73 FEET NORTHWEST
 LA1873'AND ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF THE STATION,
 LA1873'193 FEET WEST OF THE CENTER LINE OF A BLACK TOP ROAD CROSSING,
 LA1873'59 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST T 166,
 LA1873'14 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 13.5 FEET
 LA1873'SOUTH OF THE FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 LA1873'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0444 ***********************************************************************
 JA0444  DESIGNATION -  W 26
 JA0444  PID         -  JA0444
 JA0444  STATE/COUNTY-  IN/HARRISON
 JA0444  COUNTRY     -  US
 JA0444  USGS QUAD   -  LACONIA (2019)
 JA0444
 JA0444                         *CURRENT SURVEY CONTROL
 JA0444  ______________________________________________________________________
 JA0444* NAD 83(1986) POSITION- 38 01 48.     (N) 086 01 14.     (W)   SCALED
 JA0444* NAVD 88 ORTHO HEIGHT -   219.414 (meters)      719.86  (feet) ADJUSTED
 JA0444  ______________________________________________________________________
 JA0444  GEOID HEIGHT    -        -32.966 (meters)                     GEOID18
 JA0444  DYNAMIC HEIGHT  -        219.259 (meters)      719.35  (feet) COMP
 JA0444  MODELED GRAVITY -    979,918.4   (mgal)                       NAVD 88
 JA0444
 JA0444  VERT ORDER      -  FIRST     CLASS II
 JA0444
 JA0444.The horizontal coordinates were scaled from a map and have
 JA0444.an estimated accuracy of +/- 6 seconds.
 JA0444
 JA0444.The orthometric height was determined by differential leveling and
 JA0444.adjusted by the NATIONAL GEODETIC SURVEY
 JA0444.in June 1991.
 JA0444
 JA0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0444.GEOID18 height accuracy estimate available here.
 JA0444
 JA0444.Click photographs - Photos may exist for this station.
 JA0444
 JA0444.The dynamic height is computed by dividing the NAVD 88
 JA0444.geopotential number by the normal gravity value computed on the
 JA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0444.degrees latitude (g = 980.6199 gals.).
 JA0444
 JA0444.The modeled gravity was interpolated from observed gravity values.
 JA0444
 JA0444;                    North         East    Units  Estimated Accuracy
 JA0444;SPC IN E     -   308,880.       68,930.      MT  (+/- 180 meters Scaled)
 JA0444
 JA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH859095(NAD 83)
 JA0444
 JA0444                          SUPERSEDED SURVEY CONTROL
 JA0444
 JA0444  NGVD 29 (??/??/92)  219.535  (m)          720.26   (f) ADJ UNCH    1 2
 JA0444
 JA0444.Superseded values are not recommended for survey control.
 JA0444
 JA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0444.See file dsdata.pdf to determine how the superseded data were derived.
 JA0444
 JA0444_MARKER: DD = SURVEY DISK
 JA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0444_STAMPING: W 26 1937 720
 JA0444_MARK LOGO: USGS
 JA0444_PROJECTION: FLUSH
 JA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0444+STABILITY: SURFACE MOTION
 JA0444
 JA0444  HISTORY     - Date     Condition        Report By
 JA0444  HISTORY     - 1937     MONUMENTED       USGS
 JA0444  HISTORY     - 1965     GOOD             CGS
 JA0444
 JA0444                          STATION DESCRIPTION
 JA0444
 JA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0444'4 MI NW FROM EVANS LANDING.
 JA0444'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0444'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE
 JA0444'HIGHWAY 111, THENCE 2.45 MILES NORTHWEST ALONG A GRAVELED ROAD,
 JA0444'IN SECTION 36, T 5 S, R 4 E, ABOUT 0.4 MILE EAST OF THE FERRE
 JA0444'CEMETERY, 36 1/2 FEET SOUTHEAST OF THE CENTER OF A JUNCTION OF
 JA0444'THE NORTH-SOUTH GRAVELED ROAD AND A GRAVELED ROAD LEADING WEST,
 JA0444'20 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET
 JA0444'WEST OF THE NORTHWEST CORNER OF A HOUSE BELONGING TO MR LAWRENCE
 JA0444'L. BROWN, 16 FEET SOUTHWEST OF THE MORE NORTHERLY OF TWO 10-INCH
 JA0444'SUGAR MAPLE TREES, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JA0444'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2283 ***********************************************************************
 JZ2283  DESIGNATION -  W 260
 JZ2283  PID         -  JZ2283
 JZ2283  STATE/COUNTY-  IN/DECATUR
 JZ2283  COUNTRY     -  US
 JZ2283  USGS QUAD   -  FOREST HILL (2019)
 JZ2283
 JZ2283                         *CURRENT SURVEY CONTROL
 JZ2283  ______________________________________________________________________
 JZ2283* NAD 83(1986) POSITION- 39 21 20.     (N) 085 33 20.     (W)   SCALED
 JZ2283* NAVD 88 ORTHO HEIGHT -   273.106 (meters)      896.02  (feet) ADJUSTED
 JZ2283  ______________________________________________________________________
 JZ2283  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JZ2283  DYNAMIC HEIGHT  -        272.937 (meters)      895.46  (feet) COMP
 JZ2283  MODELED GRAVITY -    980,000.1   (mgal)                       NAVD 88
 JZ2283
 JZ2283  VERT ORDER      -  SECOND    CLASS 0
 JZ2283
 JZ2283.The horizontal coordinates were scaled from a map and have
 JZ2283.an estimated accuracy of +/- 6 seconds.
 JZ2283
 JZ2283.The orthometric height was determined by differential leveling and
 JZ2283.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2283.in June 1991.
 JZ2283
 JZ2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2283.GEOID18 height accuracy estimate available here.
 JZ2283
 JZ2283.Click photographs - Photos may exist for this station.
 JZ2283
 JZ2283.The dynamic height is computed by dividing the NAVD 88
 JZ2283.geopotential number by the normal gravity value computed on the
 JZ2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2283.degrees latitude (g = 980.6199 gals.).
 JZ2283
 JZ2283.The modeled gravity was interpolated from observed gravity values.
 JZ2283
 JZ2283;                    North         East    Units  Estimated Accuracy
 JZ2283;SPC IN E     -   455,970.      109,580.      MT  (+/- 180 meters Scaled)
 JZ2283
 JZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ244572(NAD 83)
 JZ2283
 JZ2283                          SUPERSEDED SURVEY CONTROL
 JZ2283
 JZ2283  NGVD 29 (??/??/92)  273.225  (m)          896.41   (f) ADJ UNCH    2 0
 JZ2283
 JZ2283.Superseded values are not recommended for survey control.
 JZ2283
 JZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2283.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2283
 JZ2283_MARKER: DB = BENCH MARK DISK
 JZ2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2283_STAMPING: W 260 1947
 JZ2283_MARK LOGO: CGS
 JZ2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2283+STABILITY: SURFACE MOTION
 JZ2283
 JZ2283  HISTORY     - Date     Condition        Report By
 JZ2283  HISTORY     - 1947     MONUMENTED       CGS
 JZ2283
 JZ2283                          STATION DESCRIPTION
 JZ2283
 JZ2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2283'2.4 MI S FROM ADAMS.
 JZ2283'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2283'FROM THE STATION AT ADAMS, THENCE ABOUT 0.7 MILE SOUTH ALONG
 JZ2283'A GRAVEL ROAD, 0.25 MILE WEST ALONG A BLACK TOP ROAD AND ABOUT
 JZ2283'0.55 MILE SOUTH ALONG A GRAVEL ROAD, AT A LANE LEADING WEST TO
 JZ2283'AN ABANDONED FARM HOUSE, 43.5 FEET WEST OF THE CENTER LINE OF
 JZ2283'THE ROAD, 26 FEET WEST OF THE NORTH GATE POST AT THE LANE
 JZ2283'ENTRANCE, 28 FEET WEST-SOUTHWEST OF POWER POLE NO. 9, 7.5 FEET
 JZ2283'NORTH OF THE CENTER LINE OF THE FARM LANE, 2 FEET EAST OF A WHITE
 JZ2283'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ2283'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1992 ***********************************************************************
 JZ1992  DESIGNATION -  W 261
 JZ1992  PID         -  JZ1992
 JZ1992  STATE/COUNTY-  IN/FRANKLIN
 JZ1992  COUNTRY     -  US
 JZ1992  USGS QUAD   -  BATESVILLE (2019)
 JZ1992
 JZ1992                         *CURRENT SURVEY CONTROL
 JZ1992  ______________________________________________________________________
 JZ1992* NAD 83(1986) POSITION- 39 20 21.0    (N) 085 12 21.4    (W)   HD_HELD2
 JZ1992* NAVD 88 ORTHO HEIGHT -   268.519 (meters)      880.97  (feet) ADJUSTED
 JZ1992  ______________________________________________________________________
 JZ1992  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 JZ1992  DYNAMIC HEIGHT  -        268.353 (meters)      880.42  (feet) COMP
 JZ1992  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ1992
 JZ1992  VERT ORDER      -  SECOND    CLASS 0
 JZ1992
 JZ1992.The horizontal coordinates were established by autonomous hand held GPS
 JZ1992.observations and have an estimated accuracy of +/- 10 meters.
 JZ1992
 JZ1992.The orthometric height was determined by differential leveling and
 JZ1992.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1992.in June 1991.
 JZ1992
 JZ1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1992.GEOID18 height accuracy estimate available here.
 JZ1992
 JZ1992.Click photographs - Photos may exist for this station.
 JZ1992
 JZ1992.The dynamic height is computed by dividing the NAVD 88
 JZ1992.geopotential number by the normal gravity value computed on the
 JZ1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1992.degrees latitude (g = 980.6199 gals.).
 JZ1992
 JZ1992.The modeled gravity was interpolated from observed gravity values.
 JZ1992
 JZ1992;                    North         East    Units  Estimated Accuracy
 JZ1992;SPC IN E     -   454,250.      139,718.      MT  (+/- 10 meters HH2 GPS)
 JZ1992
 JZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5461155950(NAD 83)
 JZ1992
 JZ1992                          SUPERSEDED SURVEY CONTROL
 JZ1992
 JZ1992  NGVD 29 (??/??/92)  268.672  (m)          881.47   (f) ADJ UNCH    2 0
 JZ1992
 JZ1992.Superseded values are not recommended for survey control.
 JZ1992
 JZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1992.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1992
 JZ1992_MARKER: DB = BENCH MARK DISK
 JZ1992_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ1992_SP_SET: BRIDGE WINGWALL
 JZ1992_STAMPING: W 261 1947
 JZ1992_MARK LOGO: CGS
 JZ1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1992+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JZ1992
 JZ1992  HISTORY     - Date     Condition        Report By
 JZ1992  HISTORY     - 1947     MONUMENTED       CGS
 JZ1992  HISTORY     - 19920329 GOOD             LOCENG
 JZ1992  HISTORY     - 20050922 GOOD             GEOCAC
 JZ1992
 JZ1992                          STATION DESCRIPTION
 JZ1992
 JZ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1992'0.3 MI SW FROM OLDENBURG.
 JZ1992'AT OLDENBURG, ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 229
 JZ1992'FROM THE HOLY FAMILY SCHOOL, IN THE NORTHEAST QUARTER OF THE
 JZ1992'INTERSECTION OF AN EAST-WEST BLACK TOP ROAD (LEADING WEST TO
 JZ1992'HAMBURG, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JZ1992'WING WALL OF A 30-FOOT CONCRETE BRIDGE OVER HARPERS CREEK ON
 JZ1992'THE CROSS ROAD, 95 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1992'11.5 FEET NORTH AND LEVEL WITH THE CENTER LINE OF THE BLACK TOP
 JZ1992'ROAD.
 JZ1992
 JZ1992                          STATION RECOVERY (1992)
 JZ1992
 JZ1992'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JZ1992'RECOVERED IN GOOD CONDITION.
 JZ1992
 JZ1992                          STATION RECOVERY (2005)
 JZ1992
 JZ1992'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1992'THE MARK IS ON THE NORTHWEST (NOT NORTHEAST) WING WALL
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1802 ***********************************************************************
 JZ1802  DESIGNATION -  W 262
 JZ1802  PID         -  JZ1802
 JZ1802  STATE/COUNTY-  IN/FRANKLIN
 JZ1802  COUNTRY     -  US
 JZ1802  USGS QUAD   -  ALPINE (2019)
 JZ1802
 JZ1802                         *CURRENT SURVEY CONTROL
 JZ1802  ______________________________________________________________________
 JZ1802* NAD 83(1986) POSITION- 39 31 26.     (N) 085 07 58.     (W)   SCALED
 JZ1802* NAVD 88 ORTHO HEIGHT -   299.206 (meters)      981.65  (feet) ADJUSTED
 JZ1802  ______________________________________________________________________
 JZ1802  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 JZ1802  DYNAMIC HEIGHT  -        299.023 (meters)      981.04  (feet) COMP
 JZ1802  MODELED GRAVITY -    980,006.5   (mgal)                       NAVD 88
 JZ1802
 JZ1802  VERT ORDER      -  SECOND    CLASS 0
 JZ1802
 JZ1802.The horizontal coordinates were scaled from a map and have
 JZ1802.an estimated accuracy of +/- 6 seconds.
 JZ1802
 JZ1802.The orthometric height was determined by differential leveling and
 JZ1802.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1802.in June 1991.
 JZ1802
 JZ1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1802.GEOID18 height accuracy estimate available here.
 JZ1802
 JZ1802.Click photographs - Photos may exist for this station.
 JZ1802
 JZ1802.The dynamic height is computed by dividing the NAVD 88
 JZ1802.geopotential number by the normal gravity value computed on the
 JZ1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1802.degrees latitude (g = 980.6199 gals.).
 JZ1802
 JZ1802.The modeled gravity was interpolated from observed gravity values.
 JZ1802
 JZ1802;                    North         East    Units  Estimated Accuracy
 JZ1802;SPC IN E     -   474,790.      145,900.      MT  (+/- 180 meters Scaled)
 JZ1802
 JZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ604765(NAD 83)
 JZ1802
 JZ1802                          SUPERSEDED SURVEY CONTROL
 JZ1802
 JZ1802  NGVD 29 (??/??/92)  299.353  (m)          982.13   (f) ADJ UNCH    2 0
 JZ1802
 JZ1802.Superseded values are not recommended for survey control.
 JZ1802
 JZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1802.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1802
 JZ1802_MARKER: DB = BENCH MARK DISK
 JZ1802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1802_SP_SET: BOX CULVERT HEADWALL
 JZ1802_STAMPING: W 262 1947
 JZ1802_MARK LOGO: CGS
 JZ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1802+STABILITY: SURFACE MOTION
 JZ1802
 JZ1802  HISTORY     - Date     Condition        Report By
 JZ1802  HISTORY     - 1947     MONUMENTED       CGS
 JZ1802
 JZ1802                          STATION DESCRIPTION
 JZ1802
 JZ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1802'4.2 MI E FROM LAUREL.
 JZ1802'ABOUT 4.15 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD FROM
 JZ1802'THE MAIN CROSSROADS AT LAUREL, ABOUT 0.35 MILE EAST OF THE
 JZ1802'JUNCTION OF A GRAVEL ROAD NORTH, SET IN THE TOP OF THE CENTER
 JZ1802'OF THE 18-FOOT CONCRETE HEAD WALL OF A 4-FOOT CONCRETE BOX
 JZ1802'CULVERT, 13 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 JZ1802'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2021 ***********************************************************************
 JZ2021  DESIGNATION -  W 263
 JZ2021  PID         -  JZ2021
 JZ2021  STATE/COUNTY-  IN/DEARBORN
 JZ2021  COUNTRY     -  US
 JZ2021  USGS QUAD   -  SPADES (2019)
 JZ2021
 JZ2021                         *CURRENT SURVEY CONTROL
 JZ2021  ______________________________________________________________________
 JZ2021* NAD 83(1986) POSITION- 39 15 58.     (N) 085 02 23.     (W)   SCALED
 JZ2021* NAVD 88 ORTHO HEIGHT -   296.593 (meters)      973.07  (feet) ADJUSTED
 JZ2021  ______________________________________________________________________
 JZ2021  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2021  DYNAMIC HEIGHT  -        296.407 (meters)      972.46  (feet) COMP
 JZ2021  MODELED GRAVITY -    979,991.7   (mgal)                       NAVD 88
 JZ2021
 JZ2021  VERT ORDER      -  FIRST     CLASS II
 JZ2021
 JZ2021.The horizontal coordinates were scaled from a map and have
 JZ2021.an estimated accuracy of +/- 6 seconds.
 JZ2021
 JZ2021.The orthometric height was determined by differential leveling and
 JZ2021.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2021.in June 1991.
 JZ2021
 JZ2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2021.GEOID18 height accuracy estimate available here.
 JZ2021
 JZ2021.Click photographs - Photos may exist for this station.
 JZ2021
 JZ2021.The dynamic height is computed by dividing the NAVD 88
 JZ2021.geopotential number by the normal gravity value computed on the
 JZ2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2021.degrees latitude (g = 980.6199 gals.).
 JZ2021
 JZ2021.The modeled gravity was interpolated from observed gravity values.
 JZ2021
 JZ2021;                    North         East    Units  Estimated Accuracy
 JZ2021;SPC IN E     -   446,230.      154,100.      MT  (+/- 180 meters Scaled)
 JZ2021
 JZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691481(NAD 83)
 JZ2021
 JZ2021                          SUPERSEDED SURVEY CONTROL
 JZ2021
 JZ2021  NGVD 29 (??/??/92)  296.771  (m)          973.66   (f) ADJ UNCH    1 2
 JZ2021
 JZ2021.Superseded values are not recommended for survey control.
 JZ2021
 JZ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2021.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2021
 JZ2021_MARKER: DB = BENCH MARK DISK
 JZ2021_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2021_SP_SET: BRIDGE WINGWALL
 JZ2021_STAMPING: W 263 1947
 JZ2021_MARK LOGO: CGS
 JZ2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2021
 JZ2021  HISTORY     - Date     Condition        Report By
 JZ2021  HISTORY     - 1947     MONUMENTED       CGS
 JZ2021  HISTORY     - 1986     GOOD             NGS
 JZ2021
 JZ2021                          STATION DESCRIPTION
 JZ2021
 JZ2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2021'0.8 MI S FROM LAWRENCEVILLE.
 JZ2021'ABOUT 0.8 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 JZ2021'AT LAWRENCEVILLE, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A
 JZ2021'GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE NORTHWEST
 JZ2021'WINGWALL OF A 20-FOOT CONCRETE BRIDGE OVER THE EAST FORK OF
 JZ2021'TANNERS CREEK, 11 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 JZ2021'LINE OF THE ROAD.
 JZ2021
 JZ2021                          STATION RECOVERY (1986)
 JZ2021
 JZ2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2025 ***********************************************************************
 JZ2025  DESIGNATION -  W 264
 JZ2025  PID         -  JZ2025
 JZ2025  STATE/COUNTY-  IN/FRANKLIN
 JZ2025  COUNTRY     -  US
 JZ2025  USGS QUAD   -  SPADES (2019)
 JZ2025
 JZ2025                         *CURRENT SURVEY CONTROL
 JZ2025  ______________________________________________________________________
 JZ2025* NAD 83(1986) POSITION- 39 19 18.     (N) 085 03 29.     (W)   SCALED
 JZ2025* NAVD 88 ORTHO HEIGHT -   298.823 (meters)      980.39  (feet) ADJUSTED
 JZ2025  ______________________________________________________________________
 JZ2025  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 JZ2025  DYNAMIC HEIGHT  -        298.637 (meters)      979.78  (feet) COMP
 JZ2025  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 JZ2025
 JZ2025  VERT ORDER      -  SECOND    CLASS 0
 JZ2025
 JZ2025.The horizontal coordinates were scaled from a map and have
 JZ2025.an estimated accuracy of +/- 6 seconds.
 JZ2025
 JZ2025.The orthometric height was determined by differential leveling and
 JZ2025.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2025.in June 1991.
 JZ2025
 JZ2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2025.GEOID18 height accuracy estimate available here.
 JZ2025
 JZ2025.Click photographs - Photos may exist for this station.
 JZ2025
 JZ2025.The dynamic height is computed by dividing the NAVD 88
 JZ2025.geopotential number by the normal gravity value computed on the
 JZ2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2025.degrees latitude (g = 980.6199 gals.).
 JZ2025
 JZ2025.The modeled gravity was interpolated from observed gravity values.
 JZ2025
 JZ2025;                    North         East    Units  Estimated Accuracy
 JZ2025;SPC IN E     -   452,380.      152,480.      MT  (+/- 180 meters Scaled)
 JZ2025
 JZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ673542(NAD 83)
 JZ2025
 JZ2025                          SUPERSEDED SURVEY CONTROL
 JZ2025
 JZ2025  NGVD 29 (??/??/92)  298.998  (m)          980.96   (f) ADJ UNCH    2 0
 JZ2025
 JZ2025.Superseded values are not recommended for survey control.
 JZ2025
 JZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2025.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2025
 JZ2025_MARKER: DB = BENCH MARK DISK
 JZ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2025_STAMPING: W 264 1947
 JZ2025_MARK LOGO: CGS
 JZ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2025+STABILITY: SURFACE MOTION
 JZ2025
 JZ2025  HISTORY     - Date     Condition        Report By
 JZ2025  HISTORY     - 1947     MONUMENTED       CGS
 JZ2025
 JZ2025                          STATION DESCRIPTION
 JZ2025
 JZ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2025'1.4 MI W FROM ST PETER.
 JZ2025'ABOUT 1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE CATHOLIC
 JZ2025'CHURCH AT ST. PETER, 127 FEET NORTHWEST OF THE NORTHWEST CORNER
 JZ2025'OF AN ABANDONED RED BRICK SCHOOL BUILDING, 16 FEET SOUTH OF THE
 JZ2025'CENTER LINE OF THE ROAD, 13.5 FEET WEST OF A T FENCE CORNER, 14
 JZ2025'FEET EAST OF POWER POLE NO. 677/510, 1 FOOT NORTH OF THE FENCE
 JZ2025'LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2025'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2025'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0946 ***********************************************************************
 JZ0946  DESIGNATION -  W 265 RESET
 JZ0946  PID         -  JZ0946
 JZ0946  STATE/COUNTY-  IN/FRANKLIN
 JZ0946  COUNTRY     -  US
 JZ0946  USGS QUAD   -  REILY (2016)
 JZ0946
 JZ0946                         *CURRENT SURVEY CONTROL
 JZ0946  ______________________________________________________________________
 JZ0946* NAD 83(1986) POSITION- 39 24 04.     (N) 084 49 49.     (W)   SCALED
 JZ0946* NAVD 88 ORTHO HEIGHT -   269.39  (meters)      883.8   (feet) RESET
 JZ0946  ______________________________________________________________________
 JZ0946  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 JZ0946  VERT ORDER      -  THIRD
 JZ0946
 JZ0946.The horizontal coordinates were scaled from a map and have
 JZ0946.an estimated accuracy of +/- 6 seconds.
 JZ0946
 JZ0946.The orthometric height was computed from unverified reset data.
 JZ0946
 JZ0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0946.GEOID18 height accuracy estimate available here.
 JZ0946
 JZ0946.Click photographs - Photos may exist for this station.
 JZ0946
 JZ0946;                    North         East    Units  Estimated Accuracy
 JZ0946;SPC IN E     -   461,360.      172,040.      MT  (+/- 180 meters Scaled)
 JZ0946
 JZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ868635(NAD 83)
 JZ0946
 JZ0946                          SUPERSEDED SURVEY CONTROL
 JZ0946
 JZ0946  NGVD 29 (08/22/16)  269.57   (m)          884.4    (f) RESET       3  
 JZ0946
 JZ0946.Superseded values are not recommended for survey control.
 JZ0946
 JZ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0946.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0946
 JZ0946_MARKER: DB = BENCH MARK DISK
 JZ0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0946_SP_SET: BRIDGE
 JZ0946_STAMPING: W 265 RESET 1965
 JZ0946_MARK LOGO: CGS
 JZ0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0946
 JZ0946  HISTORY     - Date     Condition        Report By
 JZ0946  HISTORY     - 1965     MONUMENTED       LOCENG
 JZ0946
 JZ0946                          STATION DESCRIPTION
 JZ0946
 JZ0946'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 JZ0946'1 MI W FROM SCIPIO.
 JZ0946'1.0 MILE WEST ALONG STATE HIGHWAY 252 FROM THE STATE LINE ROAD
 JZ0946'AT SCIPIO, SET IN THE TOP OF THE NORTHEAST WING WALL OF A
 JZ0946'53-FOOT CONCRETE BRIDGE OVER A STREAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2280 ***********************************************************************
 JZ2280  DESIGNATION -  W 266
 JZ2280  PID         -  JZ2280
 JZ2280  STATE/COUNTY-  IN/DECATUR
 JZ2280  COUNTRY     -  US
 JZ2280  USGS QUAD   -  HARTSVILLE (2019)
 JZ2280
 JZ2280                         *CURRENT SURVEY CONTROL
 JZ2280  ______________________________________________________________________
 JZ2280* NAD 83(1986) POSITION- 39 18 20.     (N) 085 38 26.     (W)   SCALED
 JZ2280* NAVD 88 ORTHO HEIGHT -   248.817 (meters)      816.33  (feet) ADJUSTED
 JZ2280  ______________________________________________________________________
 JZ2280  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 JZ2280  DYNAMIC HEIGHT  -        248.663 (meters)      815.82  (feet) COMP
 JZ2280  MODELED GRAVITY -    980,002.0   (mgal)                       NAVD 88
 JZ2280
 JZ2280  VERT ORDER      -  SECOND    CLASS 0
 JZ2280
 JZ2280.The horizontal coordinates were scaled from a map and have
 JZ2280.an estimated accuracy of +/- 6 seconds.
 JZ2280
 JZ2280.The orthometric height was determined by differential leveling and
 JZ2280.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2280.in June 1991.
 JZ2280
 JZ2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2280.GEOID18 height accuracy estimate available here.
 JZ2280
 JZ2280.Click photographs - Photos may exist for this station.
 JZ2280
 JZ2280.The dynamic height is computed by dividing the NAVD 88
 JZ2280.geopotential number by the normal gravity value computed on the
 JZ2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2280.degrees latitude (g = 980.6199 gals.).
 JZ2280
 JZ2280.The modeled gravity was interpolated from observed gravity values.
 JZ2280
 JZ2280;                    North         East    Units  Estimated Accuracy
 JZ2280;SPC IN E     -   450,420.      102,250.      MT  (+/- 180 meters Scaled)
 JZ2280
 JZ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ172515(NAD 83)
 JZ2280
 JZ2280                          SUPERSEDED SURVEY CONTROL
 JZ2280
 JZ2280  NGVD 29 (??/??/92)  248.936  (m)          816.72   (f) ADJ UNCH    2 0
 JZ2280
 JZ2280.Superseded values are not recommended for survey control.
 JZ2280
 JZ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2280.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2280
 JZ2280_MARKER: DB = BENCH MARK DISK
 JZ2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2280_STAMPING: W 266 1947
 JZ2280_MARK LOGO: CGS
 JZ2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2280+STABILITY: SURFACE MOTION
 JZ2280
 JZ2280  HISTORY     - Date     Condition        Report By
 JZ2280  HISTORY     - 1947     MONUMENTED       CGS
 JZ2280  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2280
 JZ2280                          STATION DESCRIPTION
 JZ2280
 JZ2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2280'0.8 MI S FROM BURNEY.
 JZ2280'ABOUT 0.75 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2280'AT BURNEY, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF AN
 JZ2280'EAST-WEST PAVED ROAD, 50 FEET NORTH OF THE CENTER LINE OF THE
 JZ2280'CROSSROAD, 25.5 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2280'ROAD, 11 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A
 JZ2280'FENCE LINE, 51 FEET NORTHEAST OF TELEPHONE POLE NUMBER 283, 2
 JZ2280'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2280'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2280'ABOUT 5 INCHES.
 JZ2280
 JZ2280                          STATION RECOVERY (2022)
 JZ2280
 JZ2280'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2239 ***********************************************************************
 JZ2239  DESIGNATION -  W 267
 JZ2239  PID         -  JZ2239
 JZ2239  STATE/COUNTY-  IN/DECATUR
 JZ2239  COUNTRY     -  US
 JZ2239  USGS QUAD   -  HARTSVILLE (2019)
 JZ2239
 JZ2239                         *CURRENT SURVEY CONTROL
 JZ2239  ______________________________________________________________________
 JZ2239* NAD 83(1986) POSITION- 39 16 50.     (N) 085 39 22.     (W)   SCALED
 JZ2239* NAVD 88 ORTHO HEIGHT -   240.017 (meters)      787.46  (feet) ADJUSTED
 JZ2239  ______________________________________________________________________
 JZ2239  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 JZ2239  DYNAMIC HEIGHT  -        239.868 (meters)      786.97  (feet) COMP
 JZ2239  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JZ2239
 JZ2239  VERT ORDER      -  SECOND    CLASS 0
 JZ2239
 JZ2239.The horizontal coordinates were scaled from a map and have
 JZ2239.an estimated accuracy of +/- 6 seconds.
 JZ2239
 JZ2239.The orthometric height was determined by differential leveling and
 JZ2239.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2239.in June 1991.
 JZ2239
 JZ2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2239.GEOID18 height accuracy estimate available here.
 JZ2239
 JZ2239.Click photographs - Photos may exist for this station.
 JZ2239
 JZ2239.The dynamic height is computed by dividing the NAVD 88
 JZ2239.geopotential number by the normal gravity value computed on the
 JZ2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2239.degrees latitude (g = 980.6199 gals.).
 JZ2239
 JZ2239.The modeled gravity was interpolated from observed gravity values.
 JZ2239
 JZ2239;                    North         East    Units  Estimated Accuracy
 JZ2239;SPC IN E     -   447,640.      100,910.      MT  (+/- 180 meters Scaled)
 JZ2239
 JZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ159487(NAD 83)
 JZ2239
 JZ2239                          SUPERSEDED SURVEY CONTROL
 JZ2239
 JZ2239  NGVD 29 (??/??/92)  240.137  (m)          787.85   (f) ADJ UNCH    2 0
 JZ2239
 JZ2239.Superseded values are not recommended for survey control.
 JZ2239
 JZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2239.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2239
 JZ2239_MARKER: DB = BENCH MARK DISK
 JZ2239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2239_SP_SET: BOX CULVERT HEADWALL
 JZ2239_STAMPING: W 267 1947
 JZ2239_MARK LOGO: CGS
 JZ2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2239+STABILITY: SURFACE MOTION
 JZ2239
 JZ2239  HISTORY     - Date     Condition        Report By
 JZ2239  HISTORY     - 1947     MONUMENTED       CGS
 JZ2239  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2239
 JZ2239                          STATION DESCRIPTION
 JZ2239
 JZ2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2239'2.6 MI NE FROM HARTSVILLE.
 JZ2239'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2239'VILLAGE PART AT HARTSVILLE, NEAR THE JOHN L. COOK FARM, SET IN
 JZ2239'THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL OF A 4-FOOT
 JZ2239'CONCRETE BOX CULVERT, 51 FEET SOUTHWEST OF THE CENTER LINE OF
 JZ2239'THE DRIVEWAY INTO THE BARNYARD, 21 FEET NORTHWEST OF THE CENTER
 JZ2239'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JZ2239
 JZ2239                          STATION RECOVERY (2022)
 JZ2239
 JZ2239'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2173 ***********************************************************************
 JZ2173  DESIGNATION -  W 268
 JZ2173  PID         -  JZ2173
 JZ2173  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2173  COUNTRY     -  US
 JZ2173  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2173
 JZ2173                         *CURRENT SURVEY CONTROL
 JZ2173  ______________________________________________________________________
 JZ2173* NAD 83(1986) POSITION- 39 13 53.     (N) 085 46 20.     (W)   SCALED
 JZ2173* NAVD 88 ORTHO HEIGHT -   198.967 (meters)      652.78  (feet) ADJUSTED
 JZ2173  ______________________________________________________________________
 JZ2173  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 JZ2173  DYNAMIC HEIGHT  -        198.844 (meters)      652.37  (feet) COMP
 JZ2173  MODELED GRAVITY -    980,005.3   (mgal)                       NAVD 88
 JZ2173
 JZ2173  VERT ORDER      -  SECOND    CLASS 0
 JZ2173
 JZ2173.The horizontal coordinates were scaled from a map and have
 JZ2173.an estimated accuracy of +/- 6 seconds.
 JZ2173
 JZ2173.The orthometric height was determined by differential leveling and
 JZ2173.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2173.in June 1991.
 JZ2173
 JZ2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2173.GEOID18 height accuracy estimate available here.
 JZ2173
 JZ2173.Click photographs - Photos may exist for this station.
 JZ2173
 JZ2173.The dynamic height is computed by dividing the NAVD 88
 JZ2173.geopotential number by the normal gravity value computed on the
 JZ2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2173.degrees latitude (g = 980.6199 gals.).
 JZ2173
 JZ2173.The modeled gravity was interpolated from observed gravity values.
 JZ2173
 JZ2173;                    North         East    Units  Estimated Accuracy
 JZ2173;SPC IN E     -   442,190.       90,890.      MT  (+/- 180 meters Scaled)
 JZ2173
 JZ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059431(NAD 83)
 JZ2173
 JZ2173                          SUPERSEDED SURVEY CONTROL
 JZ2173
 JZ2173  NGVD 29 (??/??/92)  199.09   (m)          653.2    (f) COMPUTED    2 0
 JZ2173
 JZ2173.Superseded values are not recommended for survey control.
 JZ2173
 JZ2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2173.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2173
 JZ2173_MARKER: DB = BENCH MARK DISK
 JZ2173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2173_SP_SET: BRIDGE
 JZ2173_STAMPING: W 268 1947
 JZ2173_MARK LOGO: CGS
 JZ2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2173
 JZ2173  HISTORY     - Date     Condition        Report By
 JZ2173  HISTORY     - 1947     MONUMENTED       CGS
 JZ2173
 JZ2173                          STATION DESCRIPTION
 JZ2173
 JZ2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2173'4.7 MI S FROM HOPE.
 JZ2173'ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN
 JZ2173'CHURCH AT HOPE, ABOUT 0.45 MILE NORTH OF THE INTERSECTION WITH
 JZ2173'STATE HIGHWAY 46, ABOUT 0.1 MILE SOUTH OF A STEEL BRIDGE OVER
 JZ2173'CLIFTY CREEK, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 JZ2173'20-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH, 23.5 FEET EAST
 JZ2173'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE
 JZ2173'FLOOR.  NOTE-- THIS MARK MAY BE REACHED FROM NEWBERN BY GOING
 JZ2173'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 46, THENCE ABOUT
 JZ2173'0.45 MILE NORTH ALONG STATE HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2174 ***********************************************************************
 JZ2174  DESIGNATION -  W 268 RESET
 JZ2174  PID         -  JZ2174
 JZ2174  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2174  COUNTRY     -  US
 JZ2174  USGS QUAD   -  ELIZABETHTOWN (2019)
 JZ2174
 JZ2174                         *CURRENT SURVEY CONTROL
 JZ2174  ______________________________________________________________________
 JZ2174* NAD 83(1986) POSITION- 39 13 53.     (N) 085 46 19.     (W)   SCALED
 JZ2174* NAVD 88 ORTHO HEIGHT -   202.19  (meters)      663.4   (feet) RESET
 JZ2174  ______________________________________________________________________
 JZ2174  GEOID HEIGHT    -        -34.013 (meters)                     GEOID18
 JZ2174  VERT ORDER      -  THIRD
 JZ2174
 JZ2174.The horizontal coordinates were scaled from a map and have
 JZ2174.an estimated accuracy of +/- 6 seconds.
 JZ2174
 JZ2174.The orthometric height was computed from unverified reset data.
 JZ2174
 JZ2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2174.GEOID18 height accuracy estimate available here.
 JZ2174
 JZ2174.Click photographs - Photos may exist for this station.
 JZ2174
 JZ2174;                    North         East    Units  Estimated Accuracy
 JZ2174;SPC IN E     -   442,190.       90,910.      MT  (+/- 180 meters Scaled)
 JZ2174
 JZ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059431(NAD 83)
 JZ2174
 JZ2174                          SUPERSEDED SURVEY CONTROL
 JZ2174
 JZ2174  NGVD 29 (??/??/??)  202.31   (m)          663.7    (f) RESET       3  
 JZ2174
 JZ2174.Superseded values are not recommended for survey control.
 JZ2174
 JZ2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2174.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2174
 JZ2174_MARKER: DB = BENCH MARK DISK
 JZ2174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2174_SP_SET: BRIDGE
 JZ2174_STAMPING: W 268 RESET 1955
 JZ2174_MARK LOGO: CGS
 JZ2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2174
 JZ2174  HISTORY     - Date     Condition        Report By
 JZ2174  HISTORY     - 1955     MONUMENTED       INHD
 JZ2174  HISTORY     - 1956     GOOD             CGS
 JZ2174
 JZ2174                          STATION DESCRIPTION
 JZ2174
 JZ2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JZ2174'4.7 MI S FROM HOPE.
 JZ2174'4.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE MORAVIAN CHURCH
 JZ2174'AT HOPE, 0.45 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY
 JZ2174'46, 0.1 MILE SOUTH OF THE FOUR-SPAN STEEL BEAM BRIDGE OVER
 JZ2174'CLIFTY CREEK, AT THE THREE-SPAN STEEL BEAM BRIDGE OVER CLIFTY
 JZ2174'CREEK OVERFLOW, IN THE TOP OF THE SOUTHWEST WING WALL, AND
 JZ2174'19 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2131 ***********************************************************************
 JZ2131  DESIGNATION -  W 269
 JZ2131  PID         -  JZ2131
 JZ2131  STATE/COUNTY-  IN/DECATUR
 JZ2131  COUNTRY     -  US
 JZ2131  USGS QUAD   -  FOREST HILL (2019)
 JZ2131
 JZ2131                         *CURRENT SURVEY CONTROL
 JZ2131  ______________________________________________________________________
 JZ2131* NAD 83(1986) POSITION- 39 21 14.     (N) 085 31 23.     (W)   SCALED
 JZ2131* NAVD 88 ORTHO HEIGHT -   283.743 (meters)      930.91  (feet) ADJUSTED
 JZ2131  ______________________________________________________________________
 JZ2131  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2131  DYNAMIC HEIGHT  -        283.567 (meters)      930.34  (feet) COMP
 JZ2131  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 JZ2131
 JZ2131  VERT ORDER      -  FIRST     CLASS II
 JZ2131
 JZ2131.The horizontal coordinates were scaled from a map and have
 JZ2131.an estimated accuracy of +/- 6 seconds.
 JZ2131
 JZ2131.The orthometric height was determined by differential leveling and
 JZ2131.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2131.in June 1991.
 JZ2131
 JZ2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2131.GEOID18 height accuracy estimate available here.
 JZ2131
 JZ2131.Click photographs - Photos may exist for this station.
 JZ2131
 JZ2131.The dynamic height is computed by dividing the NAVD 88
 JZ2131.geopotential number by the normal gravity value computed on the
 JZ2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2131.degrees latitude (g = 980.6199 gals.).
 JZ2131
 JZ2131.The modeled gravity was interpolated from observed gravity values.
 JZ2131
 JZ2131;                    North         East    Units  Estimated Accuracy
 JZ2131;SPC IN E     -   455,790.      112,380.      MT  (+/- 180 meters Scaled)
 JZ2131
 JZ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ272570(NAD 83)
 JZ2131
 JZ2131                          SUPERSEDED SURVEY CONTROL
 JZ2131
 JZ2131  NGVD 29 (??/??/92)  283.863  (m)          931.31   (f) ADJ UNCH    1 2
 JZ2131
 JZ2131.Superseded values are not recommended for survey control.
 JZ2131
 JZ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2131.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2131
 JZ2131_MARKER: DB = BENCH MARK DISK
 JZ2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2131_STAMPING: W 269 1947
 JZ2131_MARK LOGO: CGS
 JZ2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2131+STABILITY: SURFACE MOTION
 JZ2131
 JZ2131  HISTORY     - Date     Condition        Report By
 JZ2131  HISTORY     - 1947     MONUMENTED       CGS
 JZ2131  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2131
 JZ2131                          STATION DESCRIPTION
 JZ2131
 JZ2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2131'2.2 MI NW FROM GREENSBURG.
 JZ2131'ABOUT 2.15 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2131'FROM THE STATION AT GREENSBURG, 56 FEET NORTHEAST OF MILE POST
 JZ2131'65, 64.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 38 FEET SOUTHWEST
 JZ2131'OF THE R/W FENCE LINE, 10 FEET SOUTHEAST OF A POWER POLE AND
 JZ2131'IN LINE WITH THE ROW OF POLES, 2 FEET NORTHWEST OF A WHITE WOODEN
 JZ2131'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK AND SET IN THE TOP
 JZ2131'OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ2131
 JZ2131                          STATION RECOVERY (1986)
 JZ2131
 JZ2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1697 ***********************************************************************
 HZ1697  DESIGNATION -  W 270
 HZ1697  PID         -  HZ1697
 HZ1697  STATE/COUNTY-  IN/JENNINGS
 HZ1697  COUNTRY     -  US
 HZ1697  USGS QUAD   -  HAYDEN (2019)
 HZ1697
 HZ1697                         *CURRENT SURVEY CONTROL
 HZ1697  ______________________________________________________________________
 HZ1697* NAD 83(1986) POSITION- 38 59 03.     (N) 085 43 18.     (W)   SCALED
 HZ1697* NAVD 88 ORTHO HEIGHT -   179.807 (meters)      589.92  (feet) ADJUSTED
 HZ1697  ______________________________________________________________________
 HZ1697  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 HZ1697  DYNAMIC HEIGHT  -        179.694 (meters)      589.55  (feet) COMP
 HZ1697  MODELED GRAVITY -    979,993.4   (mgal)                       NAVD 88
 HZ1697
 HZ1697  VERT ORDER      -  SECOND    CLASS 0
 HZ1697
 HZ1697.The horizontal coordinates were scaled from a map and have
 HZ1697.an estimated accuracy of +/- 6 seconds.
 HZ1697
 HZ1697.The orthometric height was determined by differential leveling and
 HZ1697.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1697.in June 1991.
 HZ1697
 HZ1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1697.GEOID18 height accuracy estimate available here.
 HZ1697
 HZ1697.Click photographs - Photos may exist for this station.
 HZ1697
 HZ1697.The dynamic height is computed by dividing the NAVD 88
 HZ1697.geopotential number by the normal gravity value computed on the
 HZ1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1697.degrees latitude (g = 980.6199 gals.).
 HZ1697
 HZ1697.The modeled gravity was interpolated from observed gravity values.
 HZ1697
 HZ1697;                    North         East    Units  Estimated Accuracy
 HZ1697;SPC IN E     -   414,740.       95,240.      MT  (+/- 180 meters Scaled)
 HZ1697
 HZ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ107157(NAD 83)
 HZ1697
 HZ1697                          SUPERSEDED SURVEY CONTROL
 HZ1697
 HZ1697  NGVD 29 (??/??/92)  179.930  (m)          590.32   (f) ADJ UNCH    2 0
 HZ1697
 HZ1697.Superseded values are not recommended for survey control.
 HZ1697
 HZ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1697.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1697
 HZ1697_MARKER: DB = BENCH MARK DISK
 HZ1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1697_STAMPING: W 270 1947
 HZ1697_MARK LOGO: CGS
 HZ1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1697+STABILITY: SURFACE MOTION
 HZ1697
 HZ1697  HISTORY     - Date     Condition        Report By
 HZ1697  HISTORY     - 1947     MONUMENTED       CGS
 HZ1697  HISTORY     - 20100111 MARK NOT FOUND   INDIV
 HZ1697
 HZ1697                          STATION DESCRIPTION
 HZ1697
 HZ1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HZ1697'1.1 MI NE FROM HAYDEN.
 HZ1697'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HZ1697'THE STATION AT HAYDEN, THENCE ABOUT 0.3 MILE NORTH ALONG A
 HZ1697'GRAVEL ROAD AND 0.1 MILE EAST ALONG A BLACK TOP ROAD, AT THE
 HZ1697'JUNCTION OF A GRAVEL ROAD NORTH, 15.5 FEET SOUTH OF THE
 HZ1697'CENTER LINE OF THE BLACK TOP ROAD, 46.5 FEET EAST OF THE PROLONGED
 HZ1697'CENTER LINE OF THE ROAD NORTH, 22 FEET EAST OF A FENCE CORNER
 HZ1697'POST, 1.0 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 HZ1697'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 HZ1697'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ1697
 HZ1697                          STATION RECOVERY (2010)
 HZ1697
 HZ1697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2210 ***********************************************************************
 JZ2210  DESIGNATION -  W 271
 JZ2210  PID         -  JZ2210
 JZ2210  STATE/COUNTY-  IN/DECATUR
 JZ2210  COUNTRY     -  US
 JZ2210  USGS QUAD   -  GRAMMER (2019)
 JZ2210
 JZ2210                         *CURRENT SURVEY CONTROL
 JZ2210  ______________________________________________________________________
 JZ2210* NAD 83(1986) POSITION- 39 08 45.     (N) 085 38 52.     (W)   SCALED
 JZ2210* NAVD 88 ORTHO HEIGHT -   221.933 (meters)      728.13  (feet) ADJUSTED
 JZ2210  ______________________________________________________________________
 JZ2210  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ2210  DYNAMIC HEIGHT  -        221.793 (meters)      727.67  (feet) COMP
 JZ2210  MODELED GRAVITY -    979,990.6   (mgal)                       NAVD 88
 JZ2210
 JZ2210  VERT ORDER      -  SECOND    CLASS 0
 JZ2210
 JZ2210.The horizontal coordinates were scaled from a map and have
 JZ2210.an estimated accuracy of +/- 6 seconds.
 JZ2210
 JZ2210.The orthometric height was determined by differential leveling and
 JZ2210.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2210.in June 1991.
 JZ2210
 JZ2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2210.GEOID18 height accuracy estimate available here.
 JZ2210
 JZ2210.Click photographs - Photos may exist for this station.
 JZ2210
 JZ2210.The dynamic height is computed by dividing the NAVD 88
 JZ2210.geopotential number by the normal gravity value computed on the
 JZ2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2210.degrees latitude (g = 980.6199 gals.).
 JZ2210
 JZ2210.The modeled gravity was interpolated from observed gravity values.
 JZ2210
 JZ2210;                    North         East    Units  Estimated Accuracy
 JZ2210;SPC IN E     -   432,690.      101,630.      MT  (+/- 180 meters Scaled)
 JZ2210
 JZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ168338(NAD 83)
 JZ2210
 JZ2210                          SUPERSEDED SURVEY CONTROL
 JZ2210
 JZ2210  NGVD 29 (??/??/92)  222.054  (m)          728.52   (f) ADJ UNCH    2 0
 JZ2210
 JZ2210.Superseded values are not recommended for survey control.
 JZ2210
 JZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2210.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2210
 JZ2210_MARKER: DB = BENCH MARK DISK
 JZ2210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2210_SP_SET: BRIDGE
 JZ2210_STAMPING: W 271 1947
 JZ2210_MARK LOGO: CGS
 JZ2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2210
 JZ2210  HISTORY     - Date     Condition        Report By
 JZ2210  HISTORY     - 1947     MONUMENTED       CGS
 JZ2210  HISTORY     - 20221020 MARK NOT FOUND   INDOT
 JZ2210
 JZ2210                          STATION DESCRIPTION
 JZ2210
 JZ2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2210'1.3 MI SW FROM SARDINIA.
 JZ2210'ABOUT 0.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 JZ2210'CHURCH AT SARDINIA, THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL
 JZ2210'ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 JZ2210'25-FOOT CONCRETE ARCH BRIDGE OVER A CREEK, 7.5 FEET NORTH OF THE
 JZ2210'CENTER LINE OF THE ROAD, 2.8 FEET EAST OF THE WEST END OF THE
 JZ2210'HEAD WALL AND 1.3 FEET ABOVE THE ROAD.
 JZ2210
 JZ2210                          STATION RECOVERY (2022)
 JZ2210
 JZ2210'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2210'HEADWALL THAT MARK WAS SET IN IS NO LONGER THERE.  MARK PRESUMED
 JZ2210'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1815 ***********************************************************************
 JZ1815  DESIGNATION -  W 272
 JZ1815  PID         -  JZ1815
 JZ1815  STATE/COUNTY-  IN/DEARBORN
 JZ1815  COUNTRY     -  US
 JZ1815  USGS QUAD   -  SUNMAN (2019)
 JZ1815
 JZ1815                         *CURRENT SURVEY CONTROL
 JZ1815  ______________________________________________________________________
 JZ1815* NAD 83(1986) POSITION- 39 13 47.47   (N) 085 04 49.18   (W)   HD_HELD1
 JZ1815* NAVD 88 ORTHO HEIGHT -   309.806 (meters)     1016.42  (feet) ADJUSTED
 JZ1815  ______________________________________________________________________
 JZ1815  GEOID HEIGHT    -        -34.069 (meters)                     GEOID18
 JZ1815  DYNAMIC HEIGHT  -        309.610 (meters)     1015.78  (feet) COMP
 JZ1815  MODELED GRAVITY -    979,988.8   (mgal)                       NAVD 88
 JZ1815
 JZ1815  VERT ORDER      -  FIRST     CLASS II
 JZ1815
 JZ1815.The horizontal coordinates were determined by differentially corrected
 JZ1815.hand held GPS observations or other comparable positioning techniques
 JZ1815.and have an estimated accuracy of +/- 3 meters.
 JZ1815
 JZ1815.The orthometric height was determined by differential leveling and
 JZ1815.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1815.in June 1991.
 JZ1815
 JZ1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1815.GEOID18 height accuracy estimate available here.
 JZ1815
 JZ1815.Click photographs - Photos may exist for this station.
 JZ1815
 JZ1815.The dynamic height is computed by dividing the NAVD 88
 JZ1815.geopotential number by the normal gravity value computed on the
 JZ1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1815.degrees latitude (g = 980.6199 gals.).
 JZ1815
 JZ1815.The modeled gravity was interpolated from observed gravity values.
 JZ1815
 JZ1815;                    North         East    Units  Estimated Accuracy
 JZ1815;SPC IN E     -   442,177.0     150,626.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1815
 JZ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6569444039(NAD 83)
 JZ1815
 JZ1815                          SUPERSEDED SURVEY CONTROL
 JZ1815
 JZ1815  NGVD 29 (??/??/92)  309.968  (m)         1016.95   (f) ADJ UNCH    1 2
 JZ1815
 JZ1815.Superseded values are not recommended for survey control.
 JZ1815
 JZ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1815.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1815
 JZ1815_MARKER: DB = BENCH MARK DISK
 JZ1815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1815_SP_SET: BRIDGE
 JZ1815_STAMPING: W 272 1947
 JZ1815_MARK LOGO: CGS
 JZ1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1815+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 JZ1815
 JZ1815  HISTORY     - Date     Condition        Report By
 JZ1815  HISTORY     - 1947     MONUMENTED       CGS
 JZ1815  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1815  HISTORY     - 20010717 GOOD             LOCSUR
 JZ1815  HISTORY     - 20230314 GOOD             INDOT
 JZ1815
 JZ1815                          STATION DESCRIPTION
 JZ1815
 JZ1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1815'1 MI SE FROM SUNMAN.
 JZ1815'ABOUT 0.95 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1815'FROM THE STATION AT SUNMAN, ABOUT 6 RAILS EAST OF MILE POST 39,
 JZ1815'AT A CONCRETE RAILROAD OVER PASS BRIDGE NO. 273A OVER THE
 JZ1815'RIPLEY-DEARBORN COUNTY LINE ROAD, SET IN THE TOP OF THE EAST
 JZ1815'END OF THE NORTH CONCRETE HEAD WALL OF THE BRIDGE, 6 FEET NORTH
 JZ1815'OF AND ABOUT LEVEL WITH THE NORTH RAIL.
 JZ1815
 JZ1815                          STATION RECOVERY (1986)
 JZ1815
 JZ1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1815'MARK NOT FOUND.
 JZ1815
 JZ1815                          STATION RECOVERY (2001)
 JZ1815
 JZ1815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KMV)
 JZ1815'RECOVERED AS DESCRIBED PER NGS DATA SHEETS
 JZ1815'BY SURVEY PARTY CHIEF KEVIN VONDERHEIDE WITH CRAIG WILLIAMS
 JZ1815'HANNUM, WAGLE, AND CLINE
 JZ1815'VINCENNES, IN 47591
 JZ1815
 JZ1815                          STATION RECOVERY (2023)
 JZ1815
 JZ1815'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0917 ***********************************************************************
 JZ0917  DESIGNATION -  W 273
 JZ0917  PID         -  JZ0917
 JZ0917  STATE/COUNTY-  IN/DEARBORN
 JZ0917  COUNTRY     -  US
 JZ0917  USGS QUAD   -  HOOVEN (2016)
 JZ0917
 JZ0917                         *CURRENT SURVEY CONTROL
 JZ0917  ______________________________________________________________________
 JZ0917* NAD 83(1986) POSITION- 39 13 51.     (N) 084 49 46.     (W)   SCALED
 JZ0917* NAVD 88 ORTHO HEIGHT -   167.113 (meters)      548.27  (feet) ADJUSTED
 JZ0917  ______________________________________________________________________
 JZ0917  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 JZ0917  DYNAMIC HEIGHT  -        167.013 (meters)      547.94  (feet) COMP
 JZ0917  MODELED GRAVITY -    980,025.0   (mgal)                       NAVD 88
 JZ0917
 JZ0917  VERT ORDER      -  SECOND    CLASS 0
 JZ0917
 JZ0917.The horizontal coordinates were scaled from a map and have
 JZ0917.an estimated accuracy of +/- 6 seconds.
 JZ0917
 JZ0917.The orthometric height was determined by differential leveling and
 JZ0917.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0917.in June 1991.
 JZ0917
 JZ0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0917.GEOID18 height accuracy estimate available here.
 JZ0917
 JZ0917.Click photographs - Photos may exist for this station.
 JZ0917
 JZ0917.The dynamic height is computed by dividing the NAVD 88
 JZ0917.geopotential number by the normal gravity value computed on the
 JZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0917.degrees latitude (g = 980.6199 gals.).
 JZ0917
 JZ0917.The modeled gravity was interpolated from observed gravity values.
 JZ0917
 JZ0917;                    North         East    Units  Estimated Accuracy
 JZ0917;SPC IN E     -   442,460.      172,290.      MT  (+/- 180 meters Scaled)
 JZ0917
 JZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ873446(NAD 83)
 JZ0917
 JZ0917                          SUPERSEDED SURVEY CONTROL
 JZ0917
 JZ0917  NGVD 29 (??/??/92)  167.308  (m)          548.91   (f) ADJ UNCH    2 0
 JZ0917
 JZ0917.Superseded values are not recommended for survey control.
 JZ0917
 JZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0917.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0917
 JZ0917_MARKER: DB = BENCH MARK DISK
 JZ0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0917_SP_SET: BRIDGE
 JZ0917_STAMPING: W 273 1947
 JZ0917_MARK LOGO: CGS
 JZ0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0917
 JZ0917  HISTORY     - Date     Condition        Report By
 JZ0917  HISTORY     - 1947     MONUMENTED       CGS
 JZ0917
 JZ0917                          STATION DESCRIPTION
 JZ0917
 JZ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0917'2.4 MI SW FROM HARRISON.
 JZ0917'0.7 MILE SOUTH ALONG THE INDIANA-OHIO STATE LINE ROAD FROM THE
 JZ0917'GOSPEL CHAPEL AT HARRISON, THENCE ABOUT 1.7 MILE SOUTHWEST ALONG
 JZ0917'A ROAD LEADING TO BRIGHT, ABOUT 1.9 MILES NORTHEAST OF THE
 JZ0917'PROVIDENCE CHURCH AT BRIGHT, SET IN THE TOP OF THE NORTH WING
 JZ0917'WALL OF A 12-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH, 100
 JZ0917'FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE TO OTTO RANCKS
 JZ0917'FARM YARD, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1
 JZ0917'FOOT NORTHWEST OF THE HEAD WALL AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0871 ***********************************************************************
 JZ0871  DESIGNATION -  W 274
 JZ0871  PID         -  JZ0871
 JZ0871  STATE/COUNTY-  IN/FRANKLIN
 JZ0871  COUNTRY     -  US
 JZ0871  USGS QUAD   -  REILY (2016)
 JZ0871
 JZ0871                         *CURRENT SURVEY CONTROL
 JZ0871  ______________________________________________________________________
 JZ0871* NAD 83(1986) POSITION- 39 28 22.     (N) 084 50 39.     (W)   SCALED
 JZ0871* NAVD 88 ORTHO HEIGHT -   314.134 (meters)     1030.62  (feet) ADJUSTED
 JZ0871  ______________________________________________________________________
 JZ0871  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 JZ0871  DYNAMIC HEIGHT  -        313.952 (meters)     1030.02  (feet) COMP
 JZ0871  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 JZ0871
 JZ0871  VERT ORDER      -  SECOND    CLASS 0
 JZ0871
 JZ0871.The horizontal coordinates were scaled from a map and have
 JZ0871.an estimated accuracy of +/- 6 seconds.
 JZ0871
 JZ0871.The orthometric height was determined by differential leveling and
 JZ0871.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0871.in June 1991.
 JZ0871
 JZ0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0871.GEOID18 height accuracy estimate available here.
 JZ0871
 JZ0871.Click photographs - Photos may exist for this station.
 JZ0871
 JZ0871.The dynamic height is computed by dividing the NAVD 88
 JZ0871.geopotential number by the normal gravity value computed on the
 JZ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0871.degrees latitude (g = 980.6199 gals.).
 JZ0871
 JZ0871.The modeled gravity was interpolated from observed gravity values.
 JZ0871
 JZ0871;                    North         East    Units  Estimated Accuracy
 JZ0871;SPC IN E     -   469,310.      170,770.      MT  (+/- 180 meters Scaled)
 JZ0871
 JZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ854714(NAD 83)
 JZ0871
 JZ0871                          SUPERSEDED SURVEY CONTROL
 JZ0871
 JZ0871  NGVD 29 (??/??/92)  314.302  (m)         1031.17   (f) ADJ UNCH    2 0
 JZ0871
 JZ0871.Superseded values are not recommended for survey control.
 JZ0871
 JZ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0871.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0871
 JZ0871_MARKER: DB = BENCH MARK DISK
 JZ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0871_STAMPING: W 274 1947
 JZ0871_MARK LOGO: CGS
 JZ0871_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0871+STABILITY: SURFACE MOTION
 JZ0871
 JZ0871  HISTORY     - Date     Condition        Report By
 JZ0871  HISTORY     - 1947     MONUMENTED       CGS
 JZ0871
 JZ0871                          STATION DESCRIPTION
 JZ0871
 JZ0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0871'AT RAYMOND.
 JZ0871'AT RAYMOND, ABOUT 0.2 MILE EAST OF THE CHESAPEAKE AND OHIO
 JZ0871'RAILWAY STATION, ON THE NORTH SIDE OF THE BLACK TOP ROAD AT THE
 JZ0871'JUNCTION OF A ROAD SOUTH, 18 FEET NORTH OF THE CENTER LINE OF THE
 JZ0871'BLACK TOP ROAD, 37 FEET EAST OF THE PROLONGED CENTER LINE OF THE
 JZ0871'ROAD SOUTH, 17.5 FEET EAST OF POWER POLE NO. 575-114, 1 FOOT
 JZ0871'SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 JZ0871'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ0871'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0915 ***********************************************************************
 HA0915  DESIGNATION -  W 275
 HA0915  PID         -  HA0915
 HA0915  STATE/COUNTY-  IN/POSEY
 HA0915  COUNTRY     -  US
 HA0915  USGS QUAD   -  MOUNT VERNON (2019)
 HA0915
 HA0915                         *CURRENT SURVEY CONTROL
 HA0915  ______________________________________________________________________
 HA0915* NAD 83(1986) POSITION- 37 59 37.     (N) 087 59 24.     (W)   SCALED
 HA0915* NAVD 88 ORTHO HEIGHT -   110.763 (meters)      363.39  (feet) ADJUSTED
 HA0915  ______________________________________________________________________
 HA0915  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 HA0915  DYNAMIC HEIGHT  -        110.688 (meters)      363.15  (feet) COMP
 HA0915  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 HA0915
 HA0915  VERT ORDER      -  FIRST     CLASS II
 HA0915
 HA0915.The horizontal coordinates were scaled from a map and have
 HA0915.an estimated accuracy of +/- 6 seconds.
 HA0915
 HA0915.The orthometric height was determined by differential leveling and
 HA0915.adjusted by the NATIONAL GEODETIC SURVEY
 HA0915.in June 1991.
 HA0915
 HA0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0915.GEOID18 height accuracy estimate available here.
 HA0915
 HA0915.Click photographs - Photos may exist for this station.
 HA0915
 HA0915.The dynamic height is computed by dividing the NAVD 88
 HA0915.geopotential number by the normal gravity value computed on the
 HA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0915.degrees latitude (g = 980.6199 gals.).
 HA0915
 HA0915.The modeled gravity was interpolated from observed gravity values.
 HA0915
 HA0915;                    North         East    Units  Estimated Accuracy
 HA0915;SPC IN W     -   305,170.      820,360.      MT  (+/- 180 meters Scaled)
 HA0915
 HA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH130055(NAD 83)
 HA0915
 HA0915                          SUPERSEDED SURVEY CONTROL
 HA0915
 HA0915  NGVD 29 (??/??/92)  110.876  (m)          363.77   (f) ADJ UNCH    1 2
 HA0915
 HA0915.Superseded values are not recommended for survey control.
 HA0915
 HA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0915.See file dsdata.pdf to determine how the superseded data were derived.
 HA0915
 HA0915_MARKER: DB = BENCH MARK DISK
 HA0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0915_SP_SET: BRIDGE
 HA0915_STAMPING: W 275 1954
 HA0915_MARK LOGO: CGS
 HA0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0915
 HA0915  HISTORY     - Date     Condition        Report By
 HA0915  HISTORY     - 1954     MONUMENTED       CGS
 HA0915  HISTORY     - 1957     MARK NOT FOUND   USGS
 HA0915
 HA0915                          STATION DESCRIPTION
 HA0915
 HA0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HA0915'4.2 MI NW FROM UPTON.
 HA0915'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0915'AT UPTON, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.4 MILE WEST AND
 HA0915'ABOUT 0.9 MILE NORTH ALONG GRAVEL ROADS, AT THE BRIDGE OVER BIG
 HA0915'CREEK, ABOUT 0.25 MILE DOWNSTREAM ALONG BIG CREEK FROM THE
 HA0915'LOUISVILLE AND NASHVILLE RAILROAD BRIDGE OVER CREEK, IN THE TOP OF
 HA0915'THE SOUTHEAST WING WALL OF THE SOUTH ABUTMENT OF BRIDGE, 9 1/2
 HA0915'FEET EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF SOUTHEAST CORNER
 HA0915'OF BRIDGE FLOOR AND ABOUT LEVEL WITH ROAD.
 HA0915
 HA0915                          STATION RECOVERY (1957)
 HA0915
 HA0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HA0915'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0916 ***********************************************************************
 HA0916  DESIGNATION -  W 275 RESET
 HA0916  PID         -  HA0916
 HA0916  STATE/COUNTY-  IN/POSEY
 HA0916  COUNTRY     -  US
 HA0916  USGS QUAD   -  MOUNT VERNON (2019)
 HA0916
 HA0916                         *CURRENT SURVEY CONTROL
 HA0916  ______________________________________________________________________
 HA0916* NAD 83(1986) POSITION- 37 59 37.     (N) 087 59 23.     (W)   SCALED
 HA0916* NAVD 88 ORTHO HEIGHT -   110.76  (meters)      363.4   (feet) RESET
 HA0916  ______________________________________________________________________
 HA0916  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 HA0916  VERT ORDER      -  THIRD
 HA0916
 HA0916.The horizontal coordinates were scaled from a map and have
 HA0916.an estimated accuracy of +/- 6 seconds.
 HA0916
 HA0916.The orthometric height was computed from unverified reset data.
 HA0916
 HA0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0916.GEOID18 height accuracy estimate available here.
 HA0916
 HA0916.Click photographs - Photos may exist for this station.
 HA0916
 HA0916;                    North         East    Units  Estimated Accuracy
 HA0916;SPC IN W     -   305,170.      820,390.      MT  (+/- 180 meters Scaled)
 HA0916
 HA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH130055(NAD 83)
 HA0916
 HA0916                          SUPERSEDED SURVEY CONTROL
 HA0916
 HA0916  NGVD 29 (??/??/??)  110.88   (m)          363.8    (f) RESET       3  
 HA0916
 HA0916.Superseded values are not recommended for survey control.
 HA0916
 HA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0916.See file dsdata.pdf to determine how the superseded data were derived.
 HA0916
 HA0916_MARKER: DB = BENCH MARK DISK
 HA0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0916_SP_SET: BRIDGE
 HA0916_STAMPING: W 275 RESET 1963
 HA0916_MARK LOGO: CGS
 HA0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0916
 HA0916  HISTORY     - Date     Condition        Report By
 HA0916  HISTORY     - 1963     MONUMENTED       LOCSUR
 HA0916
 HA0916                          STATION DESCRIPTION
 HA0916
 HA0916'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HA0916'3.8 MI NW FROM UPTON.
 HA0916'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HA0916'AT UPTON, THENCE ABOUT 0.5 MILES NORTH, ABOUT 0.4 MILES WEST AND
 HA0916'ABOUT 0.9 MILES NORTH ALONG GRAVEL ROADS, AT THE BRIDGE OVER BIG
 HA0916'CREEK, ABOUT 0.25 MILES DOWNSTREAM ALONG BIG CREEK FROM THE
 HA0916'LOUISVILLE AND NASHVILLE RAILROAD BRIDGE OVER CREEK, SET IN A
 HA0916'CONCRETE MONUMENT FORMED WITH A 12 IN FIELD TILE APPROXIMATELY
 HA0916'1 FOOT ABOVE THE GROUND, 27 FEET EAST OF THE EAST END OF THE
 HA0916'GRIDGE FLOOR AND 54 FEET NORTH OF THE CENTERLINE OF THE BRIDGE
 HA0916'OVER BIG CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1614 ***********************************************************************
 JZ1614  DESIGNATION -  W 276
 JZ1614  PID         -  JZ1614
 JZ1614  STATE/COUNTY-  IN/FAYETTE
 JZ1614  COUNTRY     -  US
 JZ1614  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1614
 JZ1614                         *CURRENT SURVEY CONTROL
 JZ1614  ______________________________________________________________________
 JZ1614* NAD 83(1986) POSITION- 39 42 02.     (N) 085 08 08.     (W)   SCALED
 JZ1614* NAVD 88 ORTHO HEIGHT -   264.639 (meters)      868.24  (feet) ADJUSTED
 JZ1614  ______________________________________________________________________
 JZ1614  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JZ1614  DYNAMIC HEIGHT  -        264.483 (meters)      867.72  (feet) COMP
 JZ1614  MODELED GRAVITY -    980,031.4   (mgal)                       NAVD 88
 JZ1614
 JZ1614  VERT ORDER      -  SECOND    CLASS 0
 JZ1614
 JZ1614.This mark is at Mettel Field Airport (CEV)
 JZ1614
 JZ1614.The horizontal coordinates were scaled from a map and have
 JZ1614.an estimated accuracy of +/- 6 seconds.
 JZ1614
 JZ1614.The orthometric height was determined by differential leveling and
 JZ1614.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1614.in June 1991.
 JZ1614
 JZ1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1614.GEOID18 height accuracy estimate available here.
 JZ1614
 JZ1614.Click photographs - Photos may exist for this station.
 JZ1614
 JZ1614.The dynamic height is computed by dividing the NAVD 88
 JZ1614.geopotential number by the normal gravity value computed on the
 JZ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1614.degrees latitude (g = 980.6199 gals.).
 JZ1614
 JZ1614.The modeled gravity was interpolated from observed gravity values.
 JZ1614
 JZ1614;                    North         East    Units  Estimated Accuracy
 JZ1614;SPC IN E     -   494,410.      145,550.      MT  (+/- 180 meters Scaled)
 JZ1614
 JZ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ598961(NAD 83)
 JZ1614
 JZ1614                          SUPERSEDED SURVEY CONTROL
 JZ1614
 JZ1614  NGVD 29 (??/??/92)  264.778  (m)          868.69   (f) ADJ UNCH    2 0
 JZ1614
 JZ1614.Superseded values are not recommended for survey control.
 JZ1614
 JZ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1614.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1614
 JZ1614_MARKER: DB = BENCH MARK DISK
 JZ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1614_STAMPING: W 276 1947
 JZ1614_MARK LOGO: CGS
 JZ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1614+STABILITY: SURFACE MOTION
 JZ1614
 JZ1614  HISTORY     - Date     Condition        Report By
 JZ1614  HISTORY     - 1947     MONUMENTED       CGS
 JZ1614
 JZ1614                          STATION DESCRIPTION
 JZ1614
 JZ1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1614'2.8 MI NE FROM HARRISBURGH.
 JZ1614'ABOUT 2.25 MILES EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1614'HARRISBURGH, THENCE ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 1,
 JZ1614'THENCE ABOUT 0.1 MILE EAST ALONG THE AIRPORT ROAD, AT THE
 JZ1614'NORTHEAST CORNER OF THE METTEL AIRPORT, AT THE NORTHWEST END OF
 JZ1614'THE NORTHWEST-SOUTHEAST GRASS RUN-WAY, 5 FEET SOUTH OF A FENCE
 JZ1614'LINE, 43 FEET EAST OF A RAILROAD RIGHT-OF-WAY FENCE LINE, ABOUT
 JZ1614'0.2 MILE NORTH OF THE CONCRETE TILE HANGAR BUILDING 2 FEET WEST
 JZ1614'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JZ1614'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1335 ***********************************************************************
 JZ1335  DESIGNATION -  W 277
 JZ1335  PID         -  JZ1335
 JZ1335  STATE/COUNTY-  IN/UNION
 JZ1335  COUNTRY     -  US
 JZ1335  USGS QUAD   -  LIBERTY (2019)
 JZ1335
 JZ1335                         *CURRENT SURVEY CONTROL
 JZ1335  ______________________________________________________________________
 JZ1335* NAD 83(1986) POSITION- 39 38 00.     (N) 084 54 32.     (W)   SCALED
 JZ1335* NAVD 88 ORTHO HEIGHT -   307.650 (meters)     1009.35  (feet) ADJUSTED
 JZ1335  ______________________________________________________________________
 JZ1335  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 JZ1335  DYNAMIC HEIGHT  -        307.471 (meters)     1008.76  (feet) COMP
 JZ1335  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 JZ1335
 JZ1335  VERT ORDER      -  SECOND    CLASS 0
 JZ1335
 JZ1335.The horizontal coordinates were scaled from a map and have
 JZ1335.an estimated accuracy of +/- 6 seconds.
 JZ1335
 JZ1335.The orthometric height was determined by differential leveling and
 JZ1335.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1335.in June 1991.
 JZ1335
 JZ1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1335.GEOID18 height accuracy estimate available here.
 JZ1335
 JZ1335.Click photographs - Photos may exist for this station.
 JZ1335
 JZ1335.The dynamic height is computed by dividing the NAVD 88
 JZ1335.geopotential number by the normal gravity value computed on the
 JZ1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1335.degrees latitude (g = 980.6199 gals.).
 JZ1335
 JZ1335.The modeled gravity was interpolated from observed gravity values.
 JZ1335
 JZ1335;                    North         East    Units  Estimated Accuracy
 JZ1335;SPC IN E     -   487,080.      165,050.      MT  (+/- 180 meters Scaled)
 JZ1335
 JZ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ794891(NAD 83)
 JZ1335
 JZ1335                          SUPERSEDED SURVEY CONTROL
 JZ1335
 JZ1335  NGVD 29 (??/??/92)  307.804  (m)         1009.85   (f) ADJ UNCH    2 0
 JZ1335
 JZ1335.Superseded values are not recommended for survey control.
 JZ1335
 JZ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1335.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1335
 JZ1335_MARKER: DB = BENCH MARK DISK
 JZ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1335_STAMPING: W 277 1947
 JZ1335_MARK LOGO: CGS
 JZ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1335+STABILITY: SURFACE MOTION
 JZ1335
 JZ1335  HISTORY     - Date     Condition        Report By
 JZ1335  HISTORY     - 1947     MONUMENTED       CGS
 JZ1335
 JZ1335                          STATION DESCRIPTION
 JZ1335
 JZ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1335'1.2 MI E FROM LIBERTY.
 JZ1335'1.2 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1335'LIBERTY, AT THE T JUNCTION OF A ROAD LEADING NORTH, 58 FEET NORTH
 JZ1335'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER
 JZ1335'LINE OF THE ROAD NORTH, 35.5 FEET NORTH OF A FENCE CORNER, 1 FOOT
 JZ1335'WEST OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JZ1335'POST, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A
 JZ1335'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0227 ***********************************************************************
 JA0227  DESIGNATION -  W 278
 JA0227  PID         -  JA0227
 JA0227  STATE/COUNTY-  IN/WASHINGTON
 JA0227  COUNTRY     -  US
 JA0227  USGS QUAD   -  SALEM (2019)
 JA0227
 JA0227                         *CURRENT SURVEY CONTROL
 JA0227  ______________________________________________________________________
 JA0227* NAD 83(1986) POSITION- 38 30 54.     (N) 086 01 08.     (W)   SCALED
 JA0227* NAVD 88 ORTHO HEIGHT -   220.320 (meters)      722.83  (feet) ADJUSTED
 JA0227  ______________________________________________________________________
 JA0227  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 JA0227  DYNAMIC HEIGHT  -        220.170 (meters)      722.34  (feet) COMP
 JA0227  MODELED GRAVITY -    979,945.9   (mgal)                       NAVD 88
 JA0227
 JA0227  VERT ORDER      -  FIRST     CLASS II
 JA0227
 JA0227.The horizontal coordinates were scaled from a map and have
 JA0227.an estimated accuracy of +/- 6 seconds.
 JA0227
 JA0227.The orthometric height was determined by differential leveling and
 JA0227.adjusted by the NATIONAL GEODETIC SURVEY
 JA0227.in June 1991.
 JA0227
 JA0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0227.GEOID18 height accuracy estimate available here.
 JA0227
 JA0227.Click photographs - Photos may exist for this station.
 JA0227
 JA0227.The dynamic height is computed by dividing the NAVD 88
 JA0227.geopotential number by the normal gravity value computed on the
 JA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0227.degrees latitude (g = 980.6199 gals.).
 JA0227
 JA0227.The modeled gravity was interpolated from observed gravity values.
 JA0227
 JA0227;                    North         East    Units  Estimated Accuracy
 JA0227;SPC IN E     -   362,720.       69,280.      MT  (+/- 180 meters Scaled)
 JA0227
 JA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH855634(NAD 83)
 JA0227
 JA0227                          SUPERSEDED SURVEY CONTROL
 JA0227
 JA0227  NGVD 29 (??/??/92)  220.444  (m)          723.24   (f) ADJ UNCH    1 2
 JA0227
 JA0227.Superseded values are not recommended for survey control.
 JA0227
 JA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0227.See file dsdata.pdf to determine how the superseded data were derived.
 JA0227
 JA0227_MARKER: DB = BENCH MARK DISK
 JA0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0227_STAMPING: W 278 1949
 JA0227_MARK LOGO: CGS
 JA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0227+STABILITY: SURFACE MOTION
 JA0227
 JA0227  HISTORY     - Date     Condition        Report By
 JA0227  HISTORY     - 1949     MONUMENTED       CGS
 JA0227
 JA0227                          STATION DESCRIPTION
 JA0227
 JA0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0227'0.9 MI NW FROM NEW PEKIN.
 JA0227'ABOUT 0.9 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0227'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, AT THE NORTH
 JA0227'CITY LIMITS OF NEW PEKIN, 68.5 FEET NORTHEAST OF THE CENTER OF
 JA0227'THE JUNCTION OF STATE HIGHWAY 60 AND A DRIVEWAY NORTHWEST TO A
 JA0227'HOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40.5 FEET
 JA0227'NORTH OF TELEPHONE POLE 1051, 28 FEET WEST AND ACROSS THE SIDE
 JA0227'TRACK FROM THE WEST RAIL OF THE MAIN TRACK, 14 FEET WEST OF THE
 JA0227'WEST RAIL OF THE SIDE TRACK, 12 FEET SOUTH OF A HIGHWAY MARKER
 JA0227'POST, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JA0227'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0227'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0162 ***********************************************************************
 JA0162  DESIGNATION -  W 279
 JA0162  PID         -  JA0162
 JA0162  STATE/COUNTY-  IN/ORANGE
 JA0162  COUNTRY     -  US
 JA0162  USGS QUAD   -  MITCHELL (2019)
 JA0162
 JA0162                         *CURRENT SURVEY CONTROL
 JA0162  ______________________________________________________________________
 JA0162* NAD 83(1986) POSITION- 38 40 05.     (N) 086 27 04.     (W)   SCALED
 JA0162* NAVD 88 ORTHO HEIGHT -   193.806 (meters)      635.85  (feet) ADJUSTED
 JA0162  ______________________________________________________________________
 JA0162  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 JA0162  DYNAMIC HEIGHT  -        193.677 (meters)      635.42  (feet) COMP
 JA0162  MODELED GRAVITY -    979,961.3   (mgal)                       NAVD 88
 JA0162
 JA0162  VERT ORDER      -  FIRST     CLASS II
 JA0162
 JA0162.The horizontal coordinates were scaled from a map and have
 JA0162.an estimated accuracy of +/- 6 seconds.
 JA0162
 JA0162.The orthometric height was determined by differential leveling and
 JA0162.adjusted by the NATIONAL GEODETIC SURVEY
 JA0162.in June 1991.
 JA0162
 JA0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0162.GEOID18 height accuracy estimate available here.
 JA0162
 JA0162.Click photographs - Photos may exist for this station.
 JA0162
 JA0162.The dynamic height is computed by dividing the NAVD 88
 JA0162.geopotential number by the normal gravity value computed on the
 JA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0162.degrees latitude (g = 980.6199 gals.).
 JA0162
 JA0162.The modeled gravity was interpolated from observed gravity values.
 JA0162
 JA0162;                    North         East    Units  Estimated Accuracy
 JA0162;SPC IN W     -   379,840.      955,020.      MT  (+/- 180 meters Scaled)
 JA0162
 JA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477800(NAD 83)
 JA0162
 JA0162                          SUPERSEDED SURVEY CONTROL
 JA0162
 JA0162  NGVD 29 (??/??/92)  193.915  (m)          636.20   (f) ADJ UNCH    1 2
 JA0162
 JA0162.Superseded values are not recommended for survey control.
 JA0162
 JA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0162.See file dsdata.pdf to determine how the superseded data were derived.
 JA0162
 JA0162_MARKER: DB = BENCH MARK DISK
 JA0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0162_SP_SET: BUILDING FOUNDATION
 JA0162_STAMPING: W 279 1949
 JA0162_MARK LOGO: CGS
 JA0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0162
 JA0162  HISTORY     - Date     Condition        Report By
 JA0162  HISTORY     - 1949     MONUMENTED       CGS
 JA0162  HISTORY     - 1965     GOOD             CGS
 JA0162  HISTORY     - 1967     GOOD             CGS
 JA0162
 JA0162                          STATION DESCRIPTION
 JA0162
 JA0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0162'0.4 MI N FROM ORLEANS.
 JA0162'ABOUT 0.45 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0162'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, IN SECTION 19,
 JA0162'T 3 N, R 1 E, AT THE SOUTHEAST CORNER OF THE HOFFMAN PRODUCTS
 JA0162'CORPORATION BUILDING, SET VERTICALLY IN THE SOUTH FACE OF THE
 JA0162'CONCRETE FOUNDATION, 138 FEET EAST OF THE EAST RAIL OF THE MAIN
 JA0162'TRACK, 71 FEET NORTH OF THE CENTER LINE OF POLK STREET, 5 FEET
 JA0162'WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 2 FEET
 JA0162'ABOVE THE LEVEL OF THE GROUND.
 JA0162
 JA0162                          STATION RECOVERY (1967)
 JA0162
 JA0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1106 ***********************************************************************
 LB1106  DESIGNATION -  W 28
 LB1106  PID         -  LB1106
 LB1106  STATE/COUNTY-  IN/WHITE
 LB1106  COUNTRY     -  US
 LB1106  USGS QUAD   -  MONON (2019)
 LB1106
 LB1106                         *CURRENT SURVEY CONTROL
 LB1106  ______________________________________________________________________
 LB1106* NAD 83(1986) POSITION- 40 45 17.     (N) 086 55 44.     (W)   SCALED
 LB1106* NAVD 88 ORTHO HEIGHT -   210.551 (meters)      690.78  (feet) ADJUSTED
 LB1106  ______________________________________________________________________
 LB1106  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 LB1106  DYNAMIC HEIGHT  -        210.454 (meters)      690.46  (feet) COMP
 LB1106  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 LB1106
 LB1106  VERT ORDER      -  SECOND    CLASS 0
 LB1106
 LB1106.The horizontal coordinates were scaled from a map and have
 LB1106.an estimated accuracy of +/- 6 seconds.
 LB1106
 LB1106.The orthometric height was determined by differential leveling and
 LB1106.adjusted by the NATIONAL GEODETIC SURVEY
 LB1106.in June 1991.
 LB1106
 LB1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1106.GEOID18 height accuracy estimate available here.
 LB1106
 LB1106.Click photographs - Photos may exist for this station.
 LB1106
 LB1106.The dynamic height is computed by dividing the NAVD 88
 LB1106.geopotential number by the normal gravity value computed on the
 LB1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1106.degrees latitude (g = 980.6199 gals.).
 LB1106
 LB1106.The modeled gravity was interpolated from observed gravity values.
 LB1106
 LB1106;                    North         East    Units  Estimated Accuracy
 LB1106;SPC IN W     -   611,330.      913,040.      MT  (+/- 180 meters Scaled)
 LB1106
 LB1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL060115(NAD 83)
 LB1106
 LB1106                          SUPERSEDED SURVEY CONTROL
 LB1106
 LB1106  NGVD 29 (??/??/92)  210.643  (m)          691.08   (f) ADJ UNCH    2 0
 LB1106
 LB1106.Superseded values are not recommended for survey control.
 LB1106
 LB1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1106.See file dsdata.pdf to determine how the superseded data were derived.
 LB1106
 LB1106_MARKER: DB = BENCH MARK DISK
 LB1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1106_STAMPING: W 28 1934
 LB1106_MARK LOGO: CGS
 LB1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1106+STABILITY: SURFACE MOTION
 LB1106
 LB1106  HISTORY     - Date     Condition        Report By
 LB1106  HISTORY     - 1934     MONUMENTED       CGS
 LB1106
 LB1106                          STATION DESCRIPTION
 LB1106
 LB1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1106'2.9 MI W FROM REYNOLDS.
 LB1106'2.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1106'AT REYNOLDS, WHITE COUNTY, 6 RAILS WEST OF MILEPOST 30, 16 YARDS
 LB1106'EAST OF NIPS POWER-TRANSMISSION LINE POLE 703-604, IN THE
 LB1106'SOUTHEAST QUARTER OF A GRAVEL-ROAD CROSSING, 11 YARDS EAST OF
 LB1106'THE CENTERLINE OF THE ROAD, 8.5 YARDS SOUTH OF THE SOUTH RAIL,
 LB1106'3.5 YARDS EAST OF A POLE, AND 4 YARDS NORTH OF THE FENCE LINE.
 LB1106'A STANDARD DISK, STAMPED W 28 1934 AND SET IN THE TOP OF A
 LB1106'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1226 ***********************************************************************
 JA1226  DESIGNATION -  W 282
 JA1226  PID         -  JA1226
 JA1226  STATE/COUNTY-  IN/POSEY
 JA1226  COUNTRY     -  US
 JA1226  USGS QUAD   -  SOLITUDE (2019)
 JA1226
 JA1226                         *CURRENT SURVEY CONTROL
 JA1226  ______________________________________________________________________
 JA1226* NAD 83(1986) POSITION- 38 04 26.     (N) 087 56 26.     (W)   SCALED
 JA1226* NAVD 88 ORTHO HEIGHT -   114.910 (meters)      377.00  (feet) ADJUSTED
 JA1226  ______________________________________________________________________
 JA1226  GEOID HEIGHT    -        -30.734 (meters)                     GEOID18
 JA1226  DYNAMIC HEIGHT  -        114.833 (meters)      376.75  (feet) COMP
 JA1226  MODELED GRAVITY -    979,951.8   (mgal)                       NAVD 88
 JA1226
 JA1226  VERT ORDER      -  FIRST     CLASS II
 JA1226
 JA1226.The horizontal coordinates were scaled from a map and have
 JA1226.an estimated accuracy of +/- 6 seconds.
 JA1226
 JA1226.The orthometric height was determined by differential leveling and
 JA1226.adjusted by the NATIONAL GEODETIC SURVEY
 JA1226.in June 1991.
 JA1226
 JA1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1226.GEOID18 height accuracy estimate available here.
 JA1226
 JA1226.Click photographs - Photos may exist for this station.
 JA1226
 JA1226.The dynamic height is computed by dividing the NAVD 88
 JA1226.geopotential number by the normal gravity value computed on the
 JA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1226.degrees latitude (g = 980.6199 gals.).
 JA1226
 JA1226.The modeled gravity was interpolated from observed gravity values.
 JA1226
 JA1226;                    North         East    Units  Estimated Accuracy
 JA1226;SPC IN W     -   314,040.      824,790.      MT  (+/- 180 meters Scaled)
 JA1226
 JA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH175144(NAD 83)
 JA1226
 JA1226                          SUPERSEDED SURVEY CONTROL
 JA1226
 JA1226  NGVD 29 (??/??/92)  115.030  (m)          377.39   (f) ADJ UNCH    1 2
 JA1226
 JA1226.Superseded values are not recommended for survey control.
 JA1226
 JA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1226.See file dsdata.pdf to determine how the superseded data were derived.
 JA1226
 JA1226_MARKER: DB = BENCH MARK DISK
 JA1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1226_SP_SET: BRIDGE
 JA1226_STAMPING: W 282 1954
 JA1226_MARK LOGO: CGS
 JA1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1226
 JA1226  HISTORY     - Date     Condition        Report By
 JA1226  HISTORY     - 1954     MONUMENTED       CGS
 JA1226
 JA1226                          STATION DESCRIPTION
 JA1226
 JA1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1226'4 MI S FROM NEW HARMONY.
 JA1226'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1226'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1226'THENCE ABOUT 3.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1226'ABOUT 1.1 MILES SOUTH OF AN EAST-WEST CROSSROAD, IN THE TOP OF THE
 JA1226'NORTHEAST WING WALL OF THE NORTH CONCRETE ABUTMENT OF AN 18-FOOT
 JA1226'CONCRETE BRIDGE, 9 1/2 FEET EAST OF CENTER LINE OF ROAD, 99 FEET
 JA1226'NORTH OF NORTHEAST CORNER OF A STEEL BRIDGE OVER RUSH CREEK, AND
 JA1226'ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1227 ***********************************************************************
 JA1227  DESIGNATION -  W 282 RESET
 JA1227  PID         -  JA1227
 JA1227  STATE/COUNTY-  IN/POSEY
 JA1227  COUNTRY     -  US
 JA1227  USGS QUAD   -  SOLITUDE (2019)
 JA1227
 JA1227                         *CURRENT SURVEY CONTROL
 JA1227  ______________________________________________________________________
 JA1227* NAD 83(1986) POSITION- 38 04 24.     (N) 087 56 27.     (W)   SCALED
 JA1227* NAVD 88 ORTHO HEIGHT -   111.38  (meters)      365.4   (feet) RESET
 JA1227  ______________________________________________________________________
 JA1227  GEOID HEIGHT    -        -30.732 (meters)                     GEOID18
 JA1227  VERT ORDER      -  THIRD
 JA1227
 JA1227.The horizontal coordinates were scaled from a map and have
 JA1227.an estimated accuracy of +/- 6 seconds.
 JA1227
 JA1227.The orthometric height was computed from unverified reset data.
 JA1227
 JA1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1227.GEOID18 height accuracy estimate available here.
 JA1227
 JA1227.Click photographs - Photos may exist for this station.
 JA1227
 JA1227;                    North         East    Units  Estimated Accuracy
 JA1227;SPC IN W     -   313,980.      824,760.      MT  (+/- 180 meters Scaled)
 JA1227
 JA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH174143(NAD 83)
 JA1227
 JA1227                          SUPERSEDED SURVEY CONTROL
 JA1227
 JA1227  NGVD 29 (??/??/??)  111.50   (m)          365.8    (f) RESET       3  
 JA1227
 JA1227.Superseded values are not recommended for survey control.
 JA1227
 JA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1227.See file dsdata.pdf to determine how the superseded data were derived.
 JA1227
 JA1227_MARKER: DB = BENCH MARK DISK
 JA1227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1227_SP_SET: BRIDGE
 JA1227_STAMPING: W 282 RESET 1965
 JA1227_MARK LOGO: CGS
 JA1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1227
 JA1227  HISTORY     - Date     Condition        Report By
 JA1227  HISTORY     - 1965     MONUMENTED       INHD
 JA1227
 JA1227                          STATION DESCRIPTION
 JA1227
 JA1227'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 JA1227'4 MI SW FROM NEW HARMONY.
 JA1227'ABOUT 0.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1227'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1227'THENCE ABOUT 3.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1227'ABOUT 1.1 MILE SOUTH OF AN EAST-WEST CROSS ROAD, IN THE TOP OF
 JA1227'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A 30-FOOT
 JA1227'MULTI-PLATE ARCH BRIDGE, 59 FEET WEST OF CENTERLINE OF ROAD, AND
 JA1227'ABOUT 18 FEET BELOW LEVEL OF ROAD, AND 1/2 FOOT ABOVE BRIDGE
 JA1227'SEAT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1177 ***********************************************************************
 JA1177  DESIGNATION -  W 283
 JA1177  PID         -  JA1177
 JA1177  STATE/COUNTY-  IN/GIBSON
 JA1177  COUNTRY     -  US
 JA1177  USGS QUAD   -  KEENSBURG (2018)
 JA1177
 JA1177                         *CURRENT SURVEY CONTROL
 JA1177  ______________________________________________________________________
 JA1177* NAD 83(1986) POSITION- 38 20 23.     (N) 087 49 05.     (W)   SCALED
 JA1177* NAVD 88 ORTHO HEIGHT -   118.918 (meters)      390.15  (feet) ADJUSTED
 JA1177  ______________________________________________________________________
 JA1177  GEOID HEIGHT    -        -31.172 (meters)                     GEOID18
 JA1177  DYNAMIC HEIGHT  -        118.842 (meters)      389.90  (feet) COMP
 JA1177  MODELED GRAVITY -    979,981.8   (mgal)                       NAVD 88
 JA1177
 JA1177  VERT ORDER      -  FIRST     CLASS II
 JA1177
 JA1177.The horizontal coordinates were scaled from a map and have
 JA1177.an estimated accuracy of +/- 6 seconds.
 JA1177
 JA1177.The orthometric height was determined by differential leveling and
 JA1177.adjusted by the NATIONAL GEODETIC SURVEY
 JA1177.in June 1991.
 JA1177
 JA1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1177.GEOID18 height accuracy estimate available here.
 JA1177
 JA1177.Click photographs - Photos may exist for this station.
 JA1177
 JA1177.The dynamic height is computed by dividing the NAVD 88
 JA1177.geopotential number by the normal gravity value computed on the
 JA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1177.degrees latitude (g = 980.6199 gals.).
 JA1177
 JA1177.The modeled gravity was interpolated from observed gravity values.
 JA1177
 JA1177;                    North         East    Units  Estimated Accuracy
 JA1177;SPC IN W     -   343,460.      835,770.      MT  (+/- 180 meters Scaled)
 JA1177
 JA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH285438(NAD 83)
 JA1177
 JA1177                          SUPERSEDED SURVEY CONTROL
 JA1177
 JA1177  NGVD 29 (??/??/92)  119.052  (m)          390.59   (f) ADJ UNCH    1 2
 JA1177
 JA1177.Superseded values are not recommended for survey control.
 JA1177
 JA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1177.See file dsdata.pdf to determine how the superseded data were derived.
 JA1177
 JA1177_MARKER: DB = BENCH MARK DISK
 JA1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1177_STAMPING: W 283 1954
 JA1177_MARK LOGO: CGS
 JA1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1177+STABILITY: SURFACE MOTION
 JA1177
 JA1177  HISTORY     - Date     Condition        Report By
 JA1177  HISTORY     - 1954     MONUMENTED       CGS
 JA1177
 JA1177                          STATION DESCRIPTION
 JA1177
 JA1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1177'5.6 MI SW FROM MT CARMEL.
 JA1177'ABOUT 4.85 MILES SOUTHWEST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1177'OF WABASH RIVER FROM THE STATE HIGHWAY 64 BRIDGE OVER ROAD AND
 JA1177'WABASH RIVER OPPOSITE MT. CARMEL, ILLINOIS TO A ROAD JUNCTION
 JA1177'AT SOUTH END OF BRIDGE OVER COFFEE BAYOU, THENCE ABOUT 0.55 MILE
 JA1177'SOUTHWEST ALONG A GRADED ROAD, THENCE ABOUT 0.15 MILE SOUTH ALONG
 JA1177'A GRAVEL ROAD, AT AN EAST-WEST ROAD CROSSING, 26 FEET EAST OF
 JA1177'CENTER LINE OF ROAD, 27 FEET EAST-NORTHEAST OF CENTER OF
 JA1177'INTERSECTION, 11 FEET NORTH OF CENTER LINE OF ROAD EAST, 37 FEET
 JA1177'SOUTH-SOUTHEAST OF EAST END OF A 12-INCH METAL PIPE CULVERT UNDER
 JA1177'ROAD NORTH, 15 FEET EAST OF NORTH END OF A 12-INCH METAL PIPE
 JA1177'CULVERT UNDER ROAD EAST, 2 FEET SOUTHEAST OF A FENCE CORNER, 2
 JA1177'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 JA1177'LEVEL OF ROAD NORTH AND SET IN THE TOP OF A CONCRETE POST
 JA1177'PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT 3.65 MILES NORTH ALONG
 JA1177'A GRAVEL ROAD FROM 90-FOOT STEEL BRIDGE OVER SUMNER DITCH AT
 JA1177'CROWLEYVILLE, GIBSON COUNTY, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1156 ***********************************************************************
 JA1156  DESIGNATION -  W 284
 JA1156  PID         -  JA1156
 JA1156  STATE/COUNTY-  IN/KNOX
 JA1156  COUNTRY     -  US
 JA1156  USGS QUAD   -  MOUNT CARMEL (2018)
 JA1156
 JA1156                         *CURRENT SURVEY CONTROL
 JA1156  ______________________________________________________________________
 JA1156* NAD 83(1986) POSITION- 38 27 53.     (N) 087 45 10.     (W)   SCALED
 JA1156* NAVD 88 ORTHO HEIGHT -   121.256 (meters)      397.82  (feet) ADJUSTED
 JA1156  ______________________________________________________________________
 JA1156  GEOID HEIGHT    -        -31.302 (meters)                     GEOID18
 JA1156  DYNAMIC HEIGHT  -        121.180 (meters)      397.57  (feet) COMP
 JA1156  MODELED GRAVITY -    979,999.6   (mgal)                       NAVD 88
 JA1156
 JA1156  VERT ORDER      -  FIRST     CLASS II
 JA1156
 JA1156.The horizontal coordinates were scaled from a map and have
 JA1156.an estimated accuracy of +/- 6 seconds.
 JA1156
 JA1156.The orthometric height was determined by differential leveling and
 JA1156.adjusted by the NATIONAL GEODETIC SURVEY
 JA1156.in June 1991.
 JA1156
 JA1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1156.GEOID18 height accuracy estimate available here.
 JA1156
 JA1156.Click photographs - Photos may exist for this station.
 JA1156
 JA1156.The dynamic height is computed by dividing the NAVD 88
 JA1156.geopotential number by the normal gravity value computed on the
 JA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1156.degrees latitude (g = 980.6199 gals.).
 JA1156
 JA1156.The modeled gravity was interpolated from observed gravity values.
 JA1156
 JA1156;                    North         East    Units  Estimated Accuracy
 JA1156;SPC IN W     -   357,290.      841,580.      MT  (+/- 180 meters Scaled)
 JA1156
 JA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH343576(NAD 83)
 JA1156
 JA1156                          SUPERSEDED SURVEY CONTROL
 JA1156
 JA1156  NGVD 29 (??/??/92)  121.392  (m)          398.27   (f) ADJ UNCH    1 2
 JA1156
 JA1156.Superseded values are not recommended for survey control.
 JA1156
 JA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1156.See file dsdata.pdf to determine how the superseded data were derived.
 JA1156
 JA1156_MARKER: DB = BENCH MARK DISK
 JA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1156_STAMPING: W 284 1954
 JA1156_MARK LOGO: CGS
 JA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1156+STABILITY: SURFACE MOTION
 JA1156
 JA1156  HISTORY     - Date     Condition        Report By
 JA1156  HISTORY     - 1954     MONUMENTED       CGS
 JA1156
 JA1156                          STATION DESCRIPTION
 JA1156
 JA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1156'4.6 MI NE FROM MT CARMEL.
 JA1156'ABOUT 4.65 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1156'LEFT BANK OF WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT.
 JA1156'CARMEL, ILLINOIS, 19 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD,
 JA1156'112 FEET NORTH OF NORTH CORNER OF A TWO STORY WHITE FRAME HOUSE,
 JA1156'47 FEET SOUTHEAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED
 JA1156'20-INCH SYCAMORE TREE, 49 FEET EAST AND ACROSS ROAD FROM A
 JA1156'TRIANGULAR BLAZED 24-INCH ELM TREE, 33 FEET NORTH-NORTHEAST OF
 JA1156'POWER POLE NO. 61 E 209 WITH TRANSFORMER, 4 1/2 FEET EAST OF A
 JA1156'FENCE CORNER, 1 1/2 FEET NORTH-NORTHEAST OF A FENCE LINE, 2 FEET
 JA1156'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JA1156'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1156'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1330 ***********************************************************************
 HZ1330  DESIGNATION -  W 285
 HZ1330  PID         -  HZ1330
 HZ1330  STATE/COUNTY-  IN/FLOYD
 HZ1330  COUNTRY     -  US
 HZ1330  USGS QUAD   -  NEW ALBANY (2019)
 HZ1330
 HZ1330                         *CURRENT SURVEY CONTROL
 HZ1330  ______________________________________________________________________
 HZ1330* NAD 83(1986) POSITION- 38 17 36.     (N) 085 48 39.     (W)   SCALED
 HZ1330* NAVD 88 ORTHO HEIGHT -   140.008 (meters)      459.34  (feet) ADJUSTED
 HZ1330  ______________________________________________________________________
 HZ1330  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 HZ1330  DYNAMIC HEIGHT  -        139.913 (meters)      459.03  (feet) COMP
 HZ1330  MODELED GRAVITY -    979,951.1   (mgal)                       NAVD 88
 HZ1330
 HZ1330  VERT ORDER      -  FIRST     CLASS II
 HZ1330
 HZ1330.The horizontal coordinates were scaled from a map and have
 HZ1330.an estimated accuracy of +/- 6 seconds.
 HZ1330
 HZ1330.The orthometric height was determined by differential leveling and
 HZ1330.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1330.in June 1991.
 HZ1330
 HZ1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1330.GEOID18 height accuracy estimate available here.
 HZ1330
 HZ1330.Click photographs - Photos may exist for this station.
 HZ1330
 HZ1330.The dynamic height is computed by dividing the NAVD 88
 HZ1330.geopotential number by the normal gravity value computed on the
 HZ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1330.degrees latitude (g = 980.6199 gals.).
 HZ1330
 HZ1330.The modeled gravity was interpolated from observed gravity values.
 HZ1330
 HZ1330;                    North         East    Units  Estimated Accuracy
 HZ1330;SPC IN E     -   338,060.       87,390.      MT  (+/- 180 meters Scaled)
 HZ1330
 HZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH039390(NAD 83)
 HZ1330
 HZ1330                          SUPERSEDED SURVEY CONTROL
 HZ1330
 HZ1330  NGVD 29 (??/??/92)  140.152  (m)          459.82   (f) ADJ UNCH    1 2
 HZ1330
 HZ1330.Superseded values are not recommended for survey control.
 HZ1330
 HZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1330.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1330
 HZ1330_MARKER: DB = BENCH MARK DISK
 HZ1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1330_SP_SET: FOUNDATION
 HZ1330_STAMPING: W 285 1954
 HZ1330_MARK LOGO: CGS
 HZ1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1330
 HZ1330  HISTORY     - Date     Condition        Report By
 HZ1330  HISTORY     - 1954     MONUMENTED       CGS
 HZ1330  HISTORY     - 1965     GOOD             CGS
 HZ1330
 HZ1330                          STATION DESCRIPTION
 HZ1330
 HZ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1330'AT NEW ALBANY.
 HZ1330'AT NEW ALBANY, NEAR THE INTERSECTION OF OAK AND 15TH STREET (THE
 HZ1330'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FOLLOWS CENTER OF
 HZ1330'15TH STREET), SET IN THE TOP OF A 4-INCH PROJECTION OF THE CONCRETE
 HZ1330'FOUNDATION OF A TWO-STORY CONCRETE BLOCK HOUSE, 33 1/2 FEET
 HZ1330'SOUTHWEST OF SOUTHWEST RAIL, 171 1/2 FEET NORTHWEST OF NORTHWEST
 HZ1330'CURB OF OAK STREET, 3 FEET SOUTHWEST OF NORTH CORNER OF BUILDING
 HZ1330'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 HZ1330
 HZ1330                          STATION RECOVERY (1965)
 HZ1330
 HZ1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1195 ***********************************************************************
 LB1195  DESIGNATION -  W 29
 LB1195  PID         -  LB1195
 LB1195  STATE/COUNTY-  IN/WHITE
 LB1195  COUNTRY     -  US
 LB1195  USGS QUAD   -  FRANCESVILLE (2019)
 LB1195
 LB1195                         *CURRENT SURVEY CONTROL
 LB1195  ______________________________________________________________________
 LB1195* NAD 83(1986) POSITION- 40 53 51.     (N) 086 52 45.     (W)   SCALED
 LB1195* NAVD 88 ORTHO HEIGHT -   206.128 (meters)      676.27  (feet) ADJUSTED
 LB1195  ______________________________________________________________________
 LB1195  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 LB1195  DYNAMIC HEIGHT  -        206.036 (meters)      675.97  (feet) COMP
 LB1195  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 LB1195
 LB1195  VERT ORDER      -  SECOND    CLASS 0
 LB1195
 LB1195.The horizontal coordinates were scaled from a map and have
 LB1195.an estimated accuracy of +/- 6 seconds.
 LB1195
 LB1195.The orthometric height was determined by differential leveling and
 LB1195.adjusted by the NATIONAL GEODETIC SURVEY
 LB1195.in June 1991.
 LB1195
 LB1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1195.GEOID18 height accuracy estimate available here.
 LB1195
 LB1195.Click photographs - Photos may exist for this station.
 LB1195
 LB1195.The dynamic height is computed by dividing the NAVD 88
 LB1195.geopotential number by the normal gravity value computed on the
 LB1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1195.degrees latitude (g = 980.6199 gals.).
 LB1195
 LB1195.The modeled gravity was interpolated from observed gravity values.
 LB1195
 LB1195;                    North         East    Units  Estimated Accuracy
 LB1195;SPC IN W     -   627,200.      917,200.      MT  (+/- 180 meters Scaled)
 LB1195
 LB1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101273(NAD 83)
 LB1195
 LB1195                          SUPERSEDED SURVEY CONTROL
 LB1195
 LB1195  NGVD 29 (??/??/92)  206.222  (m)          676.58   (f) ADJ UNCH    2 0
 LB1195
 LB1195.Superseded values are not recommended for survey control.
 LB1195
 LB1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1195.See file dsdata.pdf to determine how the superseded data were derived.
 LB1195
 LB1195_MARKER: DB = BENCH MARK DISK
 LB1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1195_STAMPING: W 29 1934
 LB1195_MARK LOGO: CGS
 LB1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1195+STABILITY: SURFACE MOTION
 LB1195
 LB1195  HISTORY     - Date     Condition        Report By
 LB1195  HISTORY     - 1934     MONUMENTED       CGS
 LB1195  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1195
 LB1195                          STATION DESCRIPTION
 LB1195
 LB1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1195'2.6 MI N FROM MONON.
 LB1195'2.6 MILES NORTH ALONG THE MICHIGAN CITY BRANCH OF THE CHICAGO,
 LB1195'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT MONON,
 LB1195'WHITE COUNTY, 250 YARDS SOUTH OF THE SOUTH END OF RAILWAY
 LB1195'BRIDGE A 2.8 OVER GILMORE DITCH, 20 YARDS EAST OF LARGE CONCRETE
 LB1195'CORNER POST, 43.6 FEET WEST OF THE WEST RAIL, 24.9 FEET EAST
 LB1195'OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF STATE HIGHWAY 43,
 LB1195'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W
 LB1195'29 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LB1195'INCHES ABOVE GROUND.
 LB1195
 LB1195                          STATION RECOVERY (1960)
 LB1195
 LB1195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB1195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1992 ***********************************************************************
 HZ1992  DESIGNATION -  W 29
 HZ1992  PID         -  HZ1992
 HZ1992  STATE/COUNTY-  IN/SWITZERLAND
 HZ1992  COUNTRY     -  US
 HZ1992  USGS QUAD   -  VEVAY NORTH (2019)
 HZ1992
 HZ1992                         *CURRENT SURVEY CONTROL
 HZ1992  ______________________________________________________________________
 HZ1992* NAD 83(1997) POSITION- 38 48 54.70241(N) 085 03 55.63779(W)   ADJUSTED
 HZ1992* NAVD 88 ORTHO HEIGHT -   255.66  (+/-2cm)      838.8   (feet) VERTCON3
 HZ1992  ______________________________________________________________________
 HZ1992  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 HZ1992  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 HZ1992  HORZ ORDER      -  SECOND
 HZ1992  VERT ORDER      -  THIRD ? (See Below)
 HZ1992
 HZ1992.The horizontal coordinates were established by classical geodetic methods
 HZ1992.and adjusted by the National Geodetic Survey in May 1999.
 HZ1992
 HZ1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1992
 HZ1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1992.GEOID18 height accuracy estimate available here.
 HZ1992
 HZ1992.The vertical order pertains to the NGVD 29 superseded value.
 HZ1992
 HZ1992.Click photographs - Photos may exist for this station.
 HZ1992
 HZ1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1992
 HZ1992. The following values were computed from the NAD 83(1997) position.
 HZ1992
 HZ1992;                    North         East     Units Scale Factor Converg.
 HZ1992;SPC IN E     -   396,152.814   152,214.484   MT  1.00000023   +0 22 36.7
 HZ1992;SPC IN E     - 1,299,711.36    499,390.35   sFT  1.00000023   +0 22 36.7
 HZ1992;SPC KY1Z     - 1,275,675.118 1,559,455.422   MT  1.00003919   +0 25 13.0
 HZ1992;SPC KY1Z     - 4,185,277.45  5,116,313.33   sFT  1.00003919   +0 25 13.0
 HZ1992;SPC KY N     -   146,299.235   429,178.990   MT  0.99998047   -0 30 26.2
 HZ1992;SPC KY N     -   479,983.41  1,408,064.74   sFT  0.99998047   -0 30 26.2
 HZ1992;UTM  16      - 4,298,046.593   667,957.448   MT  0.99994738   +1 12 46.4
 HZ1992
 HZ1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1992!SPC IN E     -   0.99996521  x   1.00000023  =   0.99996544
 HZ1992!SPC KY1Z     -   0.99996521  x   1.00003919  =   1.00000440
 HZ1992!SPC KY N     -   0.99996521  x   0.99998047  =   0.99994568
 HZ1992!UTM  16      -   0.99996521  x   0.99994738  =   0.99991260
 HZ1992
 HZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6795798046(NAD 83)
 HZ1992
 HZ1992                          SUPERSEDED SURVEY CONTROL
 HZ1992
 HZ1992  NAD 83(1995)-  38 48 54.70205(N)    085 03 55.63705(W) AD(       ) 2
 HZ1992  NAD 83(1993)-  38 48 54.70302(N)    085 03 55.63888(W) AD(       ) 2
 HZ1992  NAD 83(1986)-  38 48 54.70279(N)    085 03 55.64603(W) AD(       ) 2
 HZ1992  NAD 27      -  38 48 54.47900(N)    085 03 55.81800(W) AD(       ) 2
 HZ1992  NGVD 29             255.83   (m)          839.3    (f) LEVELING    3  
 HZ1992
 HZ1992.Superseded values are not recommended for survey control.
 HZ1992
 HZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1992.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1992
 HZ1992_MARKER: DB = BENCH MARK DISK
 HZ1992_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HZ1992_STAMPING: W 29 1938 839
 HZ1992_MARK LOGO: USGS
 HZ1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1992
 HZ1992  HISTORY     - Date     Condition        Report By
 HZ1992  HISTORY     - 1938     MONUMENTED       USGS
 HZ1992  HISTORY     - 20180405 MARK NOT FOUND   MCA
 HZ1992
 HZ1992                          STATION DESCRIPTION
 HZ1992
 HZ1992'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FXP)
 HZ1992'THIS IS A TRAVERSE STATION
 HZ1992'
 HZ1992'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF VEVAY AND ON THE
 HZ1992'RIGHT-OF-WAY OF STATE HIGHWAY 56. IT IS 137.392 METERS 450.76
 HZ1992'FEET EAST-NORTHEAST OF TRIANGULATION STATION BODLE, 26 FEET SOUTH OF
 HZ1992'THE APPROXIMATE CENTERLINE OF A PAVED ROAD, 15 FEET NORTH OF
 HZ1992'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 56, AND 9.6 FEET
 HZ1992'SOUTHWEST OF A TELEPHONE POLE. THE MARK IS A STANDARD 4 BY 4
 HZ1992'CONCRETE POST AND BRONZE DISK PROJECTING 5 INCHES, AND THE DISK IS
 HZ1992'STAMPED W 29 1938 839.
 HZ1992'
 HZ1992'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 56
 HZ1992'IN VEVAY, GO NORTH ON THE LATTER FOR 4 MILES TO THE SMALL
 HZ1992'SETTLEMENT OF MT. STERLING. CONTINUE ON THE HIGHWAY 1.95 MILES TO A
 HZ1992'SIDE ROAD ON THE LEFT AND THE MARK IS THE NORTHEAST ANGLE OF
 HZ1992'THE INTERSECTION.
 HZ1992
 HZ1992                          STATION RECOVERY (2018)
 HZ1992
 HZ1992'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1992'STAKED TO THE LOCATION VIA VRS GNSS.  THE MARK APPEARS TO HAVE BEEN
 HZ1992'DESTROYED DURING ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1287 ***********************************************************************
 JA1287  DESIGNATION -  W 292
 JA1287  PID         -  JA1287
 JA1287  STATE/COUNTY-  IN/SULLIVAN
 JA1287  COUNTRY     -  US
 JA1287  USGS QUAD   -  HEATHSVILLE (2018)
 JA1287
 JA1287                         *CURRENT SURVEY CONTROL
 JA1287  ______________________________________________________________________
 JA1287* NAD 83(1986) POSITION- 38 58 48.07   (N) 087 31 59.78   (W)   HD_HELD1
 JA1287* NAVD 88 ORTHO HEIGHT -   134.670 (meters)      441.83  (feet) ADJUSTED
 JA1287  ______________________________________________________________________
 JA1287  GEOID HEIGHT    -        -32.021 (meters)                     GEOID18
 JA1287  DYNAMIC HEIGHT  -        134.590 (meters)      441.57  (feet) COMP
 JA1287  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 JA1287
 JA1287  VERT ORDER      -  FIRST     CLASS II
 JA1287
 JA1287.The horizontal coordinates were determined by differentially corrected
 JA1287.hand held GPS observations or other comparable positioning techniques
 JA1287.and have an estimated accuracy of +/- 3 meters.
 JA1287
 JA1287.The orthometric height was determined by differential leveling and
 JA1287.adjusted by the NATIONAL GEODETIC SURVEY
 JA1287.in June 1991.
 JA1287
 JA1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1287.GEOID18 height accuracy estimate available here.
 JA1287
 JA1287.Click photographs - Photos may exist for this station.
 JA1287
 JA1287.The dynamic height is computed by dividing the NAVD 88
 JA1287.geopotential number by the normal gravity value computed on the
 JA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1287.degrees latitude (g = 980.6199 gals.).
 JA1287
 JA1287.The modeled gravity was interpolated from observed gravity values.
 JA1287
 JA1287;                    North         East    Units  Estimated Accuracy
 JA1287;SPC IN W     -   414,374.5     861,013.7     MT  (+/- 3 meters HH1 GPS) 
 JA1287
 JA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5380914694(NAD 83)
 JA1287
 JA1287                          SUPERSEDED SURVEY CONTROL
 JA1287
 JA1287  NGVD 29 (??/??/92)  134.802  (m)          442.26   (f) ADJ UNCH    1 2
 JA1287
 JA1287.Superseded values are not recommended for survey control.
 JA1287
 JA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1287.See file dsdata.pdf to determine how the superseded data were derived.
 JA1287
 JA1287_MARKER: DB = BENCH MARK DISK
 JA1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1287_STAMPING: W 292 1956
 JA1287_MARK LOGO: CGS
 JA1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1287+STABILITY: SURFACE MOTION
 JA1287
 JA1287  HISTORY     - Date     Condition        Report By
 JA1287  HISTORY     - 1956     MONUMENTED       CGS
 JA1287
 JA1287                          STATION DESCRIPTION
 JA1287
 JA1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1287'8.8 MI NW FROM CARLISLE.
 JA1287'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM THE JUNCTION
 JA1287'OF U.S. HIGHWAY 41 AT CARLISLE, THENCE ABOUT 0.5 MILE SOUTH
 JA1287'ALONG A GRAVEL ROAD, THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL
 JA1287'ROAD, THENCE ABOUT 0.65 MILE NORTHWEST AND NORTH ALONG A GRAVEL
 JA1287'ROAD, THENCE ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD, IN SECTION
 JA1287'9, T.6 N., R.10 W., AT THE JUNCTION OF A GRAVEL ROAD NORTH, 22
 JA1287'FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, ABOUT 4 FEET EAST
 JA1287'OF THE EXTENDED CENTER LINE OF ROAD NORTH, 1 FOOT NORTH OF A
 JA1287'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1287'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1287'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM RIVERTON, SULLIVAN
 JA1287'COUNTY, BY GOING ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL
 JA1287'RAILROAD FROM EAST END OF RR BRIDGE OVER WABASH RIVER, THENCE
 JA1287'ABOUT 0.6 MILE SOUTHEAST ALONG A SPUR TRACK OF I.C. RR TO END OF
 JA1287'SPUR TRACK AT MEROM GRAVEL PITS, THENCE ABOUT 1.3 MILES SOUTH
 JA1287'ALONG A GRAVEL ROAD, THENCE ABOUT 0.45 MILE EAST, ABOUT 0.5 MILE
 JA1287'SOUTH, ABOUT 0.5 MILE EAST, ABOUT 0.45 MILE SOUTH AND ABOUT 0.55
 JA1287'MILE EAST ALONG GRAVEL ROADS TO BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1285 ***********************************************************************
 KA1285  DESIGNATION -  W 293
 KA1285  PID         -  KA1285
 KA1285  STATE/COUNTY-  IN/VIGO
 KA1285  COUNTRY     -  US
 KA1285  USGS QUAD   -  HUTTON (2019)
 KA1285
 KA1285                         *CURRENT SURVEY CONTROL
 KA1285  ______________________________________________________________________
 KA1285* NAD 83(1986) POSITION- 39 16 51.     (N) 087 35 56.     (W)   SCALED
 KA1285* NAVD 88 ORTHO HEIGHT -   136.087 (meters)      446.48  (feet) ADJUSTED
 KA1285  ______________________________________________________________________
 KA1285  GEOID HEIGHT    -        -32.304 (meters)                     GEOID18
 KA1285  DYNAMIC HEIGHT  -        136.008 (meters)      446.22  (feet) COMP
 KA1285  MODELED GRAVITY -    980,046.9   (mgal)                       NAVD 88
 KA1285
 KA1285  VERT ORDER      -  FIRST     CLASS II
 KA1285
 KA1285.The horizontal coordinates were scaled from a map and have
 KA1285.an estimated accuracy of +/- 6 seconds.
 KA1285
 KA1285.The orthometric height was determined by differential leveling and
 KA1285.adjusted by the NATIONAL GEODETIC SURVEY
 KA1285.in June 1991.
 KA1285
 KA1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1285.GEOID18 height accuracy estimate available here.
 KA1285
 KA1285.Click photographs - Photos may exist for this station.
 KA1285
 KA1285.The dynamic height is computed by dividing the NAVD 88
 KA1285.geopotential number by the normal gravity value computed on the
 KA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1285.degrees latitude (g = 980.6199 gals.).
 KA1285
 KA1285.The modeled gravity was interpolated from observed gravity values.
 KA1285
 KA1285;                    North         East    Units  Estimated Accuracy
 KA1285;SPC IN W     -   447,800.      855,520.      MT  (+/- 180 meters Scaled)
 KA1285
 KA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ483481(NAD 83)
 KA1285
 KA1285                          SUPERSEDED SURVEY CONTROL
 KA1285
 KA1285  NGVD 29 (??/??/92)  136.200  (m)          446.85   (f) ADJ UNCH    1 2
 KA1285
 KA1285.Superseded values are not recommended for survey control.
 KA1285
 KA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1285.See file dsdata.pdf to determine how the superseded data were derived.
 KA1285
 KA1285_MARKER: DB = BENCH MARK DISK
 KA1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1285_STAMPING: W 293 1956
 KA1285_MARK LOGO: CGS
 KA1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1285+STABILITY: SURFACE MOTION
 KA1285
 KA1285  HISTORY     - Date     Condition        Report By
 KA1285  HISTORY     - 1956     MONUMENTED       CGS
 KA1285  HISTORY     - 1969     GOOD             CGS
 KA1285
 KA1285                          STATION DESCRIPTION
 KA1285
 KA1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1285'0.6 MI E FROM DARWIN.
 KA1285'IN VIGO COUNTY, INDIANA, ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD
 KA1285'FROM THE FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE DARWIN,
 KA1285'CLARK COUNTY, ILLINOIS, IN SECTION 26, R. 11 W., T. 10 N., 9 1/2
 KA1285'FEET SOUTH OF CENTER LINE OF ROAD, 535 FEET EAST OF JUNCTION OF A
 KA1285'GRADED ROAD SOUTH, 3 1/2 FEET EAST OF EAST END OF SOUTH HEAD WALL
 KA1285'OF A 24-INCH PIPE CULVERT AND IN LINE WITH THE SOUTH HEAD WALL,
 KA1285'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 KA1285'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1285'PROJECTING 4 INCHES.
 KA1285
 KA1285                          STATION RECOVERY (1969)
 KA1285
 KA1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0092 ***********************************************************************
 KA0092  DESIGNATION -  W 3
 KA0092  PID         -  KA0092
 KA0092  STATE/COUNTY-  IN/HENDRICKS
 KA0092  COUNTRY     -  US
 KA0092  USGS QUAD   -  BROWNSBURG (2019)
 KA0092
 KA0092                         *CURRENT SURVEY CONTROL
 KA0092  ______________________________________________________________________
 KA0092* NAD 83(1986) POSITION- 39 45 27.     (N) 086 24 49.     (W)   SCALED
 KA0092* NAVD 88 ORTHO HEIGHT -   248.544 (meters)      815.43  (feet) ADJUSTED
 KA0092  ______________________________________________________________________
 KA0092  GEOID HEIGHT    -        -33.124 (meters)                     GEOID18
 KA0092  DYNAMIC HEIGHT  -        248.409 (meters)      814.99  (feet) COMP
 KA0092  MODELED GRAVITY -    980,077.0   (mgal)                       NAVD 88
 KA0092
 KA0092  VERT ORDER      -  FIRST     CLASS II
 KA0092
 KA0092.The horizontal coordinates were scaled from a map and have
 KA0092.an estimated accuracy of +/- 6 seconds.
 KA0092
 KA0092.The orthometric height was determined by differential leveling and
 KA0092.adjusted by the NATIONAL GEODETIC SURVEY
 KA0092.in June 1991.
 KA0092
 KA0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0092.GEOID18 height accuracy estimate available here.
 KA0092
 KA0092.Click photographs - Photos may exist for this station.
 KA0092
 KA0092.The dynamic height is computed by dividing the NAVD 88
 KA0092.geopotential number by the normal gravity value computed on the
 KA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0092.degrees latitude (g = 980.6199 gals.).
 KA0092
 KA0092.The modeled gravity was interpolated from observed gravity values.
 KA0092
 KA0092;                    North         East    Units  Estimated Accuracy
 KA0092;SPC IN W     -   500,810.      957,390.      MT  (+/- 180 meters Scaled)
 KA0092
 KA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK502010(NAD 83)
 KA0092
 KA0092                          SUPERSEDED SURVEY CONTROL
 KA0092
 KA0092  NGVD 29 (??/??/92)  248.661  (m)          815.82   (f) ADJ UNCH    1 2
 KA0092
 KA0092.Superseded values are not recommended for survey control.
 KA0092
 KA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0092.See file dsdata.pdf to determine how the superseded data were derived.
 KA0092
 KA0092_MARKER: DB = BENCH MARK DISK
 KA0092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0092_SP_SET: ABUTMENT
 KA0092_STAMPING: W 3 ELEV 815.815 FT
 KA0092_MARK LOGO: CGS
 KA0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0092
 KA0092  HISTORY     - Date     Condition        Report By
 KA0092  HISTORY     - 1916     MONUMENTED       CGS
 KA0092  HISTORY     - 1946     GOOD             CGS
 KA0092  HISTORY     - 1978     GOOD             LOCSUR
 KA0092  HISTORY     - 1985     GOOD             NGS
 KA0092
 KA0092                          STATION DESCRIPTION
 KA0092
 KA0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0092'0.6 MI W FROM AVON.
 KA0092'0.6 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0092'CROSSING OF THE AVON-PLAINFIELD ROAD AT AVON, AT POLE 13/30,
 KA0092'AT TRIPLE-SPAN CONCRETE-ARCH BRIDGE 28, IN THE TOP OF THE EAST
 KA0092'END OF THE SOUTH PARAPET WALL, 10 FEET SOUTH OF THE SOUTH RAIL
 KA0092'OF THE EAST-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE
 KA0092'TRACK.  NOTE-- THIS MARK WAS PREVIOUSLY DESCRIBED AS BEING 1.2
 KA0092'MILES WEST OF AVON.
 KA0092
 KA0092                          STATION RECOVERY (1978)
 KA0092
 KA0092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0092'RECOVERED IN GOOD CONDITION.
 KA0092
 KA0092                          STATION RECOVERY (1985)
 KA0092
 KA0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.0 KM (6.2
 KA0092'MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION WITH STATE
 KA0092'HIGHWAY 39 IN DANVILLE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG COUNTY ROAD
 KA0092'525 EAST, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KA0092'CONRAIL RAILROAD OVERPASS OF THE ROAD, 9.5 M (31.2 FT) EAST OF THE
 KA0092'CENTER OF THE ROAD, 3.1 M (10.2 FT) SOUTH OF THE NEAR RAIL, AND 0.6 M
 KA0092'(2.0 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 KA0092'THE MARK IS 9.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1541 ***********************************************************************
 MD1541  DESIGNATION -  W 3
 MD1541  PID         -  MD1541
 MD1541  STATE/COUNTY-  IN/NOBLE
 MD1541  COUNTRY     -  US
 MD1541  USGS QUAD   -  CORUNNA (2019)
 MD1541
 MD1541                         *CURRENT SURVEY CONTROL
 MD1541  ______________________________________________________________________
 MD1541* NAD 83(1997) POSITION- 41 29 45.91476(N) 085 14 52.11301(W)   ADJUSTED
 MD1541* NAVD 88 ORTHO HEIGHT -   308.64  (+/-2cm)     1012.6   (feet) VERTCON3
 MD1541  ______________________________________________________________________
 MD1541  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 MD1541  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 MD1541  HORZ ORDER      -  SECOND
 MD1541  VERT ORDER      -  THIRD ? (See Below)
 MD1541
 MD1541.The horizontal coordinates were established by classical geodetic methods
 MD1541.and adjusted by the National Geodetic Survey in May 1999.
 MD1541
 MD1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1541
 MD1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1541.GEOID18 height accuracy estimate available here.
 MD1541
 MD1541.The vertical order pertains to the NGVD 29 superseded value.
 MD1541
 MD1541.Click photographs - Photos may exist for this station.
 MD1541
 MD1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1541
 MD1541. The following values were computed from the NAD 83(1997) position.
 MD1541
 MD1541;                    North         East     Units Scale Factor Converg.
 MD1541;SPC IN E     -   693,735.890   134,973.974   MT  0.99998171   +0 16 39.1
 MD1541;SPC IN E     - 2,276,031.83    442,827.11   sFT  0.99998171   +0 16 39.1
 MD1541;UTM  16      - 4,595,311.828   646,254.329   MT  0.99986324   +1 09 40.1
 MD1541
 MD1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1541!SPC IN E     -   0.99995679  x   0.99998171  =   0.99993850
 MD1541!UTM  16      -   0.99995679  x   0.99986324  =   0.99982003
 MD1541
 MD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4625495311(NAD 83)
 MD1541
 MD1541                          SUPERSEDED SURVEY CONTROL
 MD1541
 MD1541  NAD 83(1995)-  41 29 45.91548(N)    085 14 52.11695(W) AD(       ) 2
 MD1541  NAD 83(1986)-  41 29 45.91542(N)    085 14 52.12532(W) AD(       ) 2
 MD1541  NAD 27      -  41 29 45.73520(N)    085 14 52.21580(W) AD(       ) 2
 MD1541  NGVD 29             308.77   (m)         1013.0    (f) LEVELING    3  
 MD1541
 MD1541.Superseded values are not recommended for survey control.
 MD1541
 MD1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1541.See file dsdata.pdf to determine how the superseded data were derived.
 MD1541
 MD1541_MARKER: DB = BENCH MARK DISK
 MD1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1541_STAMPING: W 3 1013 FT 1938
 MD1541_MARK LOGO: USGS
 MD1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1541+STABILITY: SURFACE MOTION
 MD1541
 MD1541  HISTORY     - Date     Condition        Report By
 MD1541  HISTORY     - 1938     MONUMENTED       USGS
 MD1541  HISTORY     - 1946     GOOD             CGS
 MD1541  HISTORY     - 1963     GOOD             CGS
 MD1541
 MD1541                          STATION DESCRIPTION
 MD1541
 MD1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1541'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST FROM
 MD1541'KENDALLVILLE AND 6-3/4
 MD1541'MILES EAST FROM ROME CITY.  IT IS 40 FEET SOUTH OF A T-ROAD
 MD1541'INTERSECTION, 15 FEET NORTHEAST OF A
 MD1541'36 INCH ASH TREE, 7 FEET EAST OF A POWER LINE POLE AND 4 FEET WEST OF
 MD1541'A FENCE CORNER.  THE MARK IS AN 8
 MD1541'BY 8 CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  THE DISK
 MD1541'IS A STANDARD USGS BENCH MARK AND IS STAMPED W3
 MD1541'1013 FT. ELEV.
 MD1541'
 MD1541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6 AND
 MD1541'STATE HIGHWAY NO. 3 ON THE NORTH
 MD1541'SIDE OF KENDALLVILLE, GO NORTH ON STATE HIGHWAY NO. 3 FOR 2.9 MILES
 MD1541'TO A CROSSROADS.  TURN RIGHT AND
 MD1541'GO EAST FOR 1.15 MILES TO A T-ROAD RIGHT AND THE STATION ON
 MD1541'THE LEFT AS DESCRIBED.
 MD1541'
 MD1541'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LONG WHICH IS
 MD1541'EAST OF THE STATION.  THE
 MD1541'DISTANCE WAS FOUND TO BE 654.268 METERS.
 MD1541'
 MD1541'THIS IS A TRAVERSE STATION
 MD1541
 MD1541                          STATION RECOVERY (1963)
 MD1541
 MD1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1541'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED BY
 MD1541'R.C.B. IN 1946.
 MD1541'
 MD1541'ABOUT 3.1 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS W ONE OF TWO
 MD1541'0.15-MILE-APART JUNCTIONS
 MD1541'WITH NO. 6 U. S. HWY. IN NORTHERN PART OF KENDALLVILLE TO A
 MD1541'CROSSROADS AND TURN RIGHT, THENCE 1.2
 MD1541'MILES E ALONG NO. 1000 N COUNTY ROAD TO ROAD T-INTERSECTION AND THE
 MD1541'MARK ON LEFT, 22 FEET N OF CENTER LINE
 MD1541'OF GRAVEL ROAD, 0.9 FOOT LOWER THAN SAME, 10 FEET W OF
 MD1541'PROJECTED CENTER LINE OF NO. 925 E COUNTY ROAD FROM
 MD1541'THE S, AND 4 FEET W OF A FENCE, A STD.
 MD1541'U. S. GEOLOGICAL SURVEY DISK IS STAMPED W 3 1013 FEET 1938 AND SET IN
 MD1541'TOP OF AN 8-INCH SQUARE CONCRETE
 MD1541'POST THAT PROJECTS 0.3 FOOT ABOVE GROUND.
 MD1541'
 MD1541'BY TRAVERSE CONNECTION TRIANGULATION STATION LONG WAS DETERMINED TO
 MD1541'BE 654.720 METERS OR 2148.03 FEET
 MD1541'IN AZIMUTH 266 DEG 13 MIN 39.2 SEC (E) FROM THE STATION, ACCORDING TO
 MD1541'THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1285 ***********************************************************************
 LB1285  DESIGNATION -  W 30
 LB1285  PID         -  LB1285
 LB1285  STATE/COUNTY-  IN/BENTON
 LB1285  COUNTRY     -  US
 LB1285  USGS QUAD   -  TEMPLETON (2019)
 LB1285
 LB1285                         *CURRENT SURVEY CONTROL
 LB1285  ______________________________________________________________________
 LB1285* NAD 83(1986) POSITION- 40 30 42.     (N) 087 12 26.     (W)   SCALED
 LB1285* NAVD 88 ORTHO HEIGHT -   213.906 (meters)      701.79  (feet) ADJUSTED
 LB1285  ______________________________________________________________________
 LB1285  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 LB1285  DYNAMIC HEIGHT  -        213.799 (meters)      701.44  (feet) COMP
 LB1285  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 LB1285
 LB1285  VERT ORDER      -  SECOND    CLASS 0
 LB1285
 LB1285.The horizontal coordinates were scaled from a map and have
 LB1285.an estimated accuracy of +/- 6 seconds.
 LB1285
 LB1285.The orthometric height was determined by differential leveling and
 LB1285.adjusted by the NATIONAL GEODETIC SURVEY
 LB1285.in June 1991.
 LB1285
 LB1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1285.GEOID18 height accuracy estimate available here.
 LB1285
 LB1285.Click photographs - Photos may exist for this station.
 LB1285
 LB1285.The dynamic height is computed by dividing the NAVD 88
 LB1285.geopotential number by the normal gravity value computed on the
 LB1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1285.degrees latitude (g = 980.6199 gals.).
 LB1285
 LB1285.The modeled gravity was interpolated from observed gravity values.
 LB1285
 LB1285;                    North         East    Units  Estimated Accuracy
 LB1285;SPC IN W     -   584,340.      889,500.      MT  (+/- 180 meters Scaled)
 LB1285
 LB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK824845(NAD 83)
 LB1285
 LB1285                          SUPERSEDED SURVEY CONTROL
 LB1285
 LB1285  NGVD 29 (??/??/92)  213.974  (m)          702.01   (f) ADJ UNCH    2 0
 LB1285
 LB1285.Superseded values are not recommended for survey control.
 LB1285
 LB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1285.See file dsdata.pdf to determine how the superseded data were derived.
 LB1285
 LB1285_MARKER: DB = BENCH MARK DISK
 LB1285_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1285_SP_SET: WATER SPOUT FOUNDATION
 LB1285_STAMPING: W 30 1934
 LB1285_MARK LOGO: CGS
 LB1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1285+STABILITY: SURFACE MOTION
 LB1285
 LB1285  HISTORY     - Date     Condition        Report By
 LB1285  HISTORY     - 1934     MONUMENTED       CGS
 LB1285
 LB1285                          STATION DESCRIPTION
 LB1285
 LB1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1285'AT TEMPLETON.
 LB1285'AT TEMPLETON, BENTON COUNTY, 200 YARDS WEST OF THE CROSSING OF
 LB1285'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE CLEVELAND,
 LB1285'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 28 YARDS WEST OF THE
 LB1285'FIRST SEMAPHORE SIGNAL WEST OF THE CROSSING, IN THE TOP OF THE
 LB1285'NORTHWEST CORNER OF A WATER-SPOUT FOUNDATION, 17.1 FEET SOUTH
 LB1285'OF THE SOUTH RAIL OF THE MAIN TRACK, 4.1 FEET SOUTH OF THE SOUTH
 LB1285'RAIL OF THE SIDING, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LB1285'STAMPED W 30 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0677 ***********************************************************************
 JA0677  DESIGNATION -  W 309
 JA0677  PID         -  JA0677
 JA0677  STATE/COUNTY-  IN/MARTIN
 JA0677  COUNTRY     -  US
 JA0677  USGS QUAD   -  HURON (2019)
 JA0677
 JA0677                         *CURRENT SURVEY CONTROL
 JA0677  ______________________________________________________________________
 JA0677* NAD 83(1986) POSITION- 38 41 12.     (N) 086 43 15.     (W)   SCALED
 JA0677* NAVD 88 ORTHO HEIGHT -   151.431 (meters)      496.82  (feet) ADJUSTED
 JA0677  ______________________________________________________________________
 JA0677  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 JA0677  DYNAMIC HEIGHT  -        151.334 (meters)      496.50  (feet) COMP
 JA0677  MODELED GRAVITY -    979,984.7   (mgal)                       NAVD 88
 JA0677
 JA0677  VERT ORDER      -  FIRST     CLASS II
 JA0677
 JA0677.The horizontal coordinates were scaled from a map and have
 JA0677.an estimated accuracy of +/- 6 seconds.
 JA0677
 JA0677.The orthometric height was determined by differential leveling and
 JA0677.adjusted by the NATIONAL GEODETIC SURVEY
 JA0677.in June 1991.
 JA0677
 JA0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0677.GEOID18 height accuracy estimate available here.
 JA0677
 JA0677.Click photographs - Photos may exist for this station.
 JA0677
 JA0677.The dynamic height is computed by dividing the NAVD 88
 JA0677.geopotential number by the normal gravity value computed on the
 JA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0677.degrees latitude (g = 980.6199 gals.).
 JA0677
 JA0677.The modeled gravity was interpolated from observed gravity values.
 JA0677
 JA0677;                    North         East    Units  Estimated Accuracy
 JA0677;SPC IN W     -   381,780.      931,540.      MT  (+/- 180 meters Scaled)
 JA0677
 JA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH242820(NAD 83)
 JA0677
 JA0677                          SUPERSEDED SURVEY CONTROL
 JA0677
 JA0677  NGVD 29 (??/??/92)  151.562  (m)          497.25   (f) ADJ UNCH    1 2
 JA0677
 JA0677.Superseded values are not recommended for survey control.
 JA0677
 JA0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0677.See file dsdata.pdf to determine how the superseded data were derived.
 JA0677
 JA0677_MARKER: DB = BENCH MARK DISK
 JA0677_SETTING: 39 = SET IN A TUNNEL
 JA0677_SP_SET: RETAINING WALL
 JA0677_STAMPING: W 309 1965
 JA0677_MARK LOGO: CGS
 JA0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0677
 JA0677  HISTORY     - Date     Condition        Report By
 JA0677  HISTORY     - 1965     MONUMENTED       CGS
 JA0677
 JA0677                          STATION DESCRIPTION
 JA0677
 JA0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0677'3.8 MI SW FROM HURON.
 JA0677'ABOUT 3.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0677'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, OR ABOUT 5.25
 JA0677'MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA0677'STATION AT SHOALS, IN SECTION 15, T 3 N, R 3 W, ABOUT 0.45 MILE
 JA0677'SOUTH OF THE SOUTHWEST END OF THE WILLOW VALLEY SIDING, SET
 JA0677'VERTICALLY IN THE NORTH FACE OF THE STONE RETAINING WALL AT THE
 JA0677'NORTH ENTRANCE TO THE WILLOW VALLEY TUNNEL, 5 1/2 POLES SOUTH OF
 JA0677'MILEPOST 141-30, 10 1/2 FEET EAST OF THE EAST RAIL, 4.1 FEET
 JA0677'EAST OF THE EAST WALL OF THE TUNNEL, AND ABOUT 3 FEET ABOVE THE
 JA0677'LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0415 ***********************************************************************
 LB0415  DESIGNATION -  W 31
 LB0415  PID         -  LB0415
 LB0415  STATE/COUNTY-  IN/CLINTON
 LB0415  COUNTRY     -  US
 LB0415  USGS QUAD   -  MECHANICSBURG (2019)
 LB0415
 LB0415                         *CURRENT SURVEY CONTROL
 LB0415  ______________________________________________________________________
 LB0415* NAD 83(1986) POSITION- 40 13 36.     (N) 086 25 47.     (W)   SCALED
 LB0415* NAVD 88 ORTHO HEIGHT -   283.183 (meters)      929.08  (feet) ADJUSTED
 LB0415  ______________________________________________________________________
 LB0415  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 LB0415  DYNAMIC HEIGHT  -        283.030 (meters)      928.57  (feet) COMP
 LB0415  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 LB0415
 LB0415  VERT ORDER      -  SECOND    CLASS 0
 LB0415
 LB0415.The horizontal coordinates were scaled from a map and have
 LB0415.an estimated accuracy of +/- 6 seconds.
 LB0415
 LB0415.The orthometric height was determined by differential leveling and
 LB0415.adjusted by the NATIONAL GEODETIC SURVEY
 LB0415.in June 1991.
 LB0415
 LB0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0415.GEOID18 height accuracy estimate available here.
 LB0415
 LB0415.Click photographs - Photos may exist for this station.
 LB0415
 LB0415.The dynamic height is computed by dividing the NAVD 88
 LB0415.geopotential number by the normal gravity value computed on the
 LB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0415.degrees latitude (g = 980.6199 gals.).
 LB0415
 LB0415.The modeled gravity was interpolated from observed gravity values.
 LB0415
 LB0415;                    North         East    Units  Estimated Accuracy
 LB0415;SPC IN W     -   552,890.      955,630.      MT  (+/- 180 meters Scaled)
 LB0415
 LB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK485530(NAD 83)
 LB0415
 LB0415                          SUPERSEDED SURVEY CONTROL
 LB0415
 LB0415  NGVD 29 (??/??/92)  283.282  (m)          929.40   (f) ADJ UNCH    2 0
 LB0415
 LB0415.Superseded values are not recommended for survey control.
 LB0415
 LB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0415.See file dsdata.pdf to determine how the superseded data were derived.
 LB0415
 LB0415_MARKER: DB = BENCH MARK DISK
 LB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0415_STAMPING: W 31 1934
 LB0415_MARK LOGO: CGS
 LB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0415+STABILITY: SURFACE MOTION
 LB0415
 LB0415  HISTORY     - Date     Condition        Report By
 LB0415  HISTORY     - 1934     MONUMENTED       CGS
 LB0415  HISTORY     - 1946     GOOD             CGS
 LB0415
 LB0415                          STATION DESCRIPTION
 LB0415
 LB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0415'AT CYCLONE.
 LB0415'AT CYCLONE, CLINTON COUNTY, 160 YARDS SOUTHEAST OF THE CHICAGO,
 LB0415'INDIANAPOLIS AND LOUISVILLE RAILWAY STATION, IN THE SOUTH ANGLE
 LB0415'OF THE CROSSING OF THE FIRST GRAVEL ROAD SOUTHEAST OF THE STATION,
 LB0415'31 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 25.5 FEET SOUTH OF THE
 LB0415'CENTERLINE OF THE ROAD AT A CURVE, 3 FEET SOUTHEAST OF THE CORNER
 LB0415'OF THE FENCE SURROUNDING AN APPLE ORCHARD, AND 1.5 FEET SOUTHEAST
 LB0415'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 31
 LB0415'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 LB0415'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0399 ***********************************************************************
 JA0399  DESIGNATION -  W 310
 JA0399  PID         -  JA0399
 JA0399  STATE/COUNTY-  IN/CRAWFORD
 JA0399  COUNTRY     -  US
 JA0399  USGS QUAD   -  ENGLISH (2019)
 JA0399
 JA0399                         *CURRENT SURVEY CONTROL
 JA0399  ______________________________________________________________________
 JA0399* NAD 83(1986) POSITION- 38 17 16.     (N) 086 28 10.     (W)   SCALED
 JA0399* NAVD 88 ORTHO HEIGHT -   185.403 (meters)      608.28  (feet) ADJUSTED
 JA0399  ______________________________________________________________________
 JA0399  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 JA0399  DYNAMIC HEIGHT  -        185.274 (meters)      607.85  (feet) COMP
 JA0399  MODELED GRAVITY -    979,925.0   (mgal)                       NAVD 88
 JA0399
 JA0399  VERT ORDER      -  FIRST     CLASS II
 JA0399
 JA0399.The horizontal coordinates were scaled from a map and have
 JA0399.an estimated accuracy of +/- 6 seconds.
 JA0399
 JA0399.The orthometric height was determined by differential leveling and
 JA0399.adjusted by the NATIONAL GEODETIC SURVEY
 JA0399.in June 1991.
 JA0399
 JA0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0399.GEOID18 height accuracy estimate available here.
 JA0399
 JA0399.Click photographs - Photos may exist for this station.
 JA0399
 JA0399.The dynamic height is computed by dividing the NAVD 88
 JA0399.geopotential number by the normal gravity value computed on the
 JA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0399.degrees latitude (g = 980.6199 gals.).
 JA0399
 JA0399.The modeled gravity was interpolated from observed gravity values.
 JA0399
 JA0399;                    North         East    Units  Estimated Accuracy
 JA0399;SPC IN W     -   337,610.      953,710.      MT  (+/- 180 meters Scaled)
 JA0399
 JA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH463378(NAD 83)
 JA0399
 JA0399                          SUPERSEDED SURVEY CONTROL
 JA0399
 JA0399  NGVD 29 (??/??/92)  185.512  (m)          608.63   (f) ADJ UNCH    1 2
 JA0399
 JA0399.Superseded values are not recommended for survey control.
 JA0399
 JA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0399.See file dsdata.pdf to determine how the superseded data were derived.
 JA0399
 JA0399_MARKER: DB = BENCH MARK DISK
 JA0399_SETTING: 66 = SET IN ROCK OUTCROP
 JA0399_STAMPING: W 310 1965
 JA0399_MARK LOGO: CGS
 JA0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0399+STABILITY: POSITION/ELEVATION WELL
 JA0399
 JA0399  HISTORY     - Date     Condition        Report By
 JA0399  HISTORY     - 1965     MONUMENTED       CGS
 JA0399
 JA0399                          STATION DESCRIPTION
 JA0399
 JA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0399'AT GRANTSBURG.
 JA0399'AT GRANTSBURG, IN SECTION 1, T 3 S, R 1 W, 29 FEET WEST OF THE
 JA0399'CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH OF THE INTERSECTION OF
 JA0399'THE HIGHWAY AND A GRAVEL ROAD, 63 FEET WEST OF THE SOUTHWEST
 JA0399'CORNER OF THE POST OFFICE, 99 FEET EAST OF THE NORTHEAST CORNER
 JA0399'OF THE HARRY VOGLESONG HOUSE, SET IN A ROCK OUTCROP, ABOUT 2
 JA0399'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0825 ***********************************************************************
 JA0825  DESIGNATION -  W 311
 JA0825  PID         -  JA0825
 JA0825  STATE/COUNTY-  IN/DAVIESS
 JA0825  COUNTRY     -  US
 JA0825  USGS QUAD   -  MONTGOMERY (2019)
 JA0825
 JA0825                         *CURRENT SURVEY CONTROL
 JA0825  ______________________________________________________________________
 JA0825* NAD 83(1986) POSITION- 38 39 44.     (N) 087 04 52.     (W)   SCALED
 JA0825* NAVD 88 ORTHO HEIGHT -   157.351 (meters)      516.24  (feet) ADJUSTED
 JA0825  ______________________________________________________________________
 JA0825  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 JA0825  DYNAMIC HEIGHT  -        157.251 (meters)      515.91  (feet) COMP
 JA0825  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA0825
 JA0825  VERT ORDER      -  FIRST     CLASS II
 JA0825
 JA0825.The horizontal coordinates were scaled from a map and have
 JA0825.an estimated accuracy of +/- 6 seconds.
 JA0825
 JA0825.The orthometric height was determined by differential leveling and
 JA0825.adjusted by the NATIONAL GEODETIC SURVEY
 JA0825.in June 1991.
 JA0825
 JA0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0825.GEOID18 height accuracy estimate available here.
 JA0825
 JA0825.Click photographs - Photos may exist for this station.
 JA0825
 JA0825.The dynamic height is computed by dividing the NAVD 88
 JA0825.geopotential number by the normal gravity value computed on the
 JA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0825.degrees latitude (g = 980.6199 gals.).
 JA0825
 JA0825.The modeled gravity was interpolated from observed gravity values.
 JA0825
 JA0825;                    North         East    Units  Estimated Accuracy
 JA0825;SPC IN W     -   379,000.      900,190.      MT  (+/- 180 meters Scaled)
 JA0825
 JA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH929792(NAD 83)
 JA0825
 JA0825                          SUPERSEDED SURVEY CONTROL
 JA0825
 JA0825  NGVD 29 (??/??/92)  157.479  (m)          516.66   (f) ADJ UNCH    1 2
 JA0825
 JA0825.Superseded values are not recommended for survey control.
 JA0825
 JA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0825.See file dsdata.pdf to determine how the superseded data were derived.
 JA0825
 JA0825_MARKER: DB = BENCH MARK DISK
 JA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0825_STAMPING: W 311 1965
 JA0825_MARK LOGO: CGS
 JA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0825+STABILITY: SURFACE MOTION
 JA0825
 JA0825  HISTORY     - Date     Condition        Report By
 JA0825  HISTORY     - 1965     MONUMENTED       CGS
 JA0825  HISTORY     - 20220915 MARK NOT FOUND   INDOT
 JA0825
 JA0825                          STATION DESCRIPTION
 JA0825
 JA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0825'2 MI W FROM MONTGOMERY.
 JA0825'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0825'THE STATION AT MONTGOMERY, IN SECTION 28, T 3 N, R 6 W, AT A
 JA0825'CROSSING OF THE RAILROAD AND A PAVED ROAD, 2 POLES WEST OF
 JA0825'MILEPOST 164-20, 29 1/2 FEET SOUTH OF THE SOUTH RAIL, 100 FEET
 JA0825'WEST OF THE CENTER LINE OF THE PAVED ROAD, 1.5 FEET EAST OF A
 JA0825'POWER POLE, 2.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT
 JA0825'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA0825'POST PROJECTING 5 INCHES.  NOTE-- THIS MARK IS ALSO 5.2 MILES
 JA0825'EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
 JA0825'WASHINGTON.
 JA0825
 JA0825                          STATION RECOVERY (2022)
 JA0825
 JA0825'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (JK)
 JA0825'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0275 ***********************************************************************
 JA0275  DESIGNATION -  W 312
 JA0275  PID         -  JA0275
 JA0275  STATE/COUNTY-  IN/CRAWFORD
 JA0275  COUNTRY     -  US
 JA0275  USGS QUAD   -  ENGLISH (2019)
 JA0275
 JA0275                         *CURRENT SURVEY CONTROL
 JA0275  ______________________________________________________________________
 JA0275* NAD 83(1986) POSITION- 38 21 32.     (N) 086 23 13.     (W)   SCALED
 JA0275* NAVD 88 ORTHO HEIGHT -   217.294 (meters)      712.91  (feet) ADJUSTED
 JA0275  ______________________________________________________________________
 JA0275  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JA0275  DYNAMIC HEIGHT  -        217.139 (meters)      712.40  (feet) COMP
 JA0275  MODELED GRAVITY -    979,911.4   (mgal)                       NAVD 88
 JA0275
 JA0275  VERT ORDER      -  FIRST     CLASS II
 JA0275
 JA0275.The horizontal coordinates were scaled from a map and have
 JA0275.an estimated accuracy of +/- 6 seconds.
 JA0275
 JA0275.The orthometric height was determined by differential leveling and
 JA0275.adjusted by the NATIONAL GEODETIC SURVEY
 JA0275.in June 1991.
 JA0275
 JA0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0275.GEOID18 height accuracy estimate available here.
 JA0275
 JA0275.Click photographs - Photos may exist for this station.
 JA0275
 JA0275.The dynamic height is computed by dividing the NAVD 88
 JA0275.geopotential number by the normal gravity value computed on the
 JA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0275.degrees latitude (g = 980.6199 gals.).
 JA0275
 JA0275.The modeled gravity was interpolated from observed gravity values.
 JA0275
 JA0275;                    North         East    Units  Estimated Accuracy
 JA0275;SPC IN W     -   345,560.      960,870.      MT  (+/- 180 meters Scaled)
 JA0275
 JA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH535458(NAD 83)
 JA0275
 JA0275                          SUPERSEDED SURVEY CONTROL
 JA0275
 JA0275  NGVD 29 (??/??/92)  217.404  (m)          713.27   (f) ADJ UNCH    1 2
 JA0275
 JA0275.Superseded values are not recommended for survey control.
 JA0275
 JA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0275.See file dsdata.pdf to determine how the superseded data were derived.
 JA0275
 JA0275_MARKER: DB = BENCH MARK DISK
 JA0275_SETTING: 66 = SET IN ROCK OUTCROP
 JA0275_STAMPING: W 312 1965
 JA0275_MARK LOGO: CGS
 JA0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0275+STABILITY: POSITION/ELEVATION WELL
 JA0275
 JA0275  HISTORY     - Date     Condition        Report By
 JA0275  HISTORY     - 1965     MONUMENTED       CGS
 JA0275  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0275
 JA0275                          STATION DESCRIPTION
 JA0275
 JA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0275'2.5 MI W FROM MARENGO.
 JA0275'2.5 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0275'MARENGO, IN SECTION 10, T 2 S, R 1 E, 12 1/2 RAILS WEST OF THE
 JA0275'WEST PORTAL OF A TUNNEL, 240 FEET WEST OF RV 40 (S.RY.), 11 FEET
 JA0275'NORTH OF THE NORTH RAIL, SET IN THE TOP OF A ROCK OUTCROP, ABOUT
 JA0275'1/2 FOOT BELOW THE LEVEL OF THE RAILS.
 JA0275
 JA0275                          STATION RECOVERY (2023)
 JA0275
 JA0275'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0236 ***********************************************************************
 JA0236  DESIGNATION -  W 313
 JA0236  PID         -  JA0236
 JA0236  STATE/COUNTY-  IN/HARRISON
 JA0236  COUNTRY     -  US
 JA0236  USGS QUAD   -  CRANDALL (2019)
 JA0236
 JA0236                         *CURRENT SURVEY CONTROL
 JA0236  ______________________________________________________________________
 JA0236* NAD 83(1986) POSITION- 38 16 59.     (N) 086 02 29.     (W)   SCALED
 JA0236* NAVD 88 ORTHO HEIGHT -   211.060 (meters)      692.45  (feet) ADJUSTED
 JA0236  ______________________________________________________________________
 JA0236  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 JA0236  DYNAMIC HEIGHT  -        210.914 (meters)      691.97  (feet) COMP
 JA0236  MODELED GRAVITY -    979,932.8   (mgal)                       NAVD 88
 JA0236
 JA0236  VERT ORDER      -  FIRST     CLASS II
 JA0236
 JA0236.The horizontal coordinates were scaled from a map and have
 JA0236.an estimated accuracy of +/- 6 seconds.
 JA0236
 JA0236.The orthometric height was determined by differential leveling and
 JA0236.adjusted by the NATIONAL GEODETIC SURVEY
 JA0236.in June 1991.
 JA0236
 JA0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0236.GEOID18 height accuracy estimate available here.
 JA0236
 JA0236.Click photographs - Photos may exist for this station.
 JA0236
 JA0236.The dynamic height is computed by dividing the NAVD 88
 JA0236.geopotential number by the normal gravity value computed on the
 JA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0236.degrees latitude (g = 980.6199 gals.).
 JA0236
 JA0236.The modeled gravity was interpolated from observed gravity values.
 JA0236
 JA0236;                    North         East    Units  Estimated Accuracy
 JA0236;SPC IN E     -   336,980.       67,220.      MT  (+/- 180 meters Scaled)
 JA0236
 JA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH838376(NAD 83)
 JA0236
 JA0236                          SUPERSEDED SURVEY CONTROL
 JA0236
 JA0236  NGVD 29 (??/??/92)  211.188  (m)          692.87   (f) ADJ UNCH    1 2
 JA0236
 JA0236.Superseded values are not recommended for survey control.
 JA0236
 JA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0236.See file dsdata.pdf to determine how the superseded data were derived.
 JA0236
 JA0236_MARKER: DB = BENCH MARK DISK
 JA0236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0236_SP_SET: PILLARS
 JA0236_STAMPING: W 313 1965
 JA0236_MARK LOGO: CGS
 JA0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0236
 JA0236  HISTORY     - Date     Condition        Report By
 JA0236  HISTORY     - 1965     MONUMENTED       CGS
 JA0236
 JA0236                          STATION DESCRIPTION
 JA0236
 JA0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0236'1.6 MI E FROM CRANDALL.
 JA0236'1.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING OF
 JA0236'THE RAILROAD AND STATE HIGHWAY 335 AT CRANDALL, IN SECTION 2,
 JA0236'T 3 S, R 4 E, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JA0236'ABOUT 0.1 MILE SOUTH OF A FARMHOUSE, 66 FEET SOUTH OF THE SOUTH
 JA0236'RAIL, SET IN THE TOP OF THE EAST END OF THE MORE NORTHERLY OF
 JA0236'TWO CONCRETE PILLARS OF A PRIVATE BRIDGE OVER A SMALL CREEK,
 JA0236'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0893 ***********************************************************************
 JA0893  DESIGNATION -  W 314
 JA0893  PID         -  JA0893
 JA0893  STATE/COUNTY-  IN/DAVIESS
 JA0893  COUNTRY     -  US
 JA0893  USGS QUAD   -  WASHINGTON (2019)
 JA0893
 JA0893                         *CURRENT SURVEY CONTROL
 JA0893  ______________________________________________________________________
 JA0893* NAD 83(1986) POSITION- 38 41 18.     (N) 087 12 23.     (W)   SCALED
 JA0893* NAVD 88 ORTHO HEIGHT -   137.667 (meters)      451.66  (feet) ADJUSTED
 JA0893  ______________________________________________________________________
 JA0893  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 JA0893  DYNAMIC HEIGHT  -        137.580 (meters)      451.38  (feet) COMP
 JA0893  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 JA0893
 JA0893  VERT ORDER      -  FIRST     CLASS II
 JA0893
 JA0893.The horizontal coordinates were scaled from a map and have
 JA0893.an estimated accuracy of +/- 6 seconds.
 JA0893
 JA0893.The orthometric height was determined by differential leveling and
 JA0893.adjusted by the NATIONAL GEODETIC SURVEY
 JA0893.in June 1991.
 JA0893
 JA0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0893.GEOID18 height accuracy estimate available here.
 JA0893
 JA0893.Click photographs - Photos may exist for this station.
 JA0893
 JA0893.The dynamic height is computed by dividing the NAVD 88
 JA0893.geopotential number by the normal gravity value computed on the
 JA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0893.degrees latitude (g = 980.6199 gals.).
 JA0893
 JA0893.The modeled gravity was interpolated from observed gravity values.
 JA0893
 JA0893;                    North         East    Units  Estimated Accuracy
 JA0893;SPC IN W     -   381,910.      889,290.      MT  (+/- 180 meters Scaled)
 JA0893
 JA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH820822(NAD 83)
 JA0893
 JA0893                          SUPERSEDED SURVEY CONTROL
 JA0893
 JA0893  NGVD 29 (??/??/92)  137.800  (m)          452.10   (f) ADJ UNCH    1 2
 JA0893
 JA0893.Superseded values are not recommended for survey control.
 JA0893
 JA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0893.See file dsdata.pdf to determine how the superseded data were derived.
 JA0893
 JA0893_MARKER: DB = BENCH MARK DISK
 JA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0893_STAMPING: W 314 1965
 JA0893_MARK LOGO: CGS
 JA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0893+STABILITY: SURFACE MOTION
 JA0893
 JA0893  HISTORY     - Date     Condition        Report By
 JA0893  HISTORY     - 1965     MONUMENTED       CGS
 JA0893  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0893
 JA0893                          STATION DESCRIPTION
 JA0893
 JA0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0893'4.8 MI NW FROM WASHINGTON.
 JA0893'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0893'FROM THE STATION AT WASHINGTON, THENCE 2.25 MILES NORTH ALONG
 JA0893'THE NEW YORK CENTRAL RAILROAD, 70 FEET NORTH OF THE CENTER OF
 JA0893'THE CROSSING OF THE RAILROAD AND A GRAVEL ROAD, 55 FEET NORTHWEST
 JA0893'OF THE NORTHWEST RAIL, 33 FEET NORTHEAST OF THE CENTER LINE OF A
 JA0893'GRAVELED ROAD, 22 1/2 FEET EAST-SOUTHEAST OF A POWER POLE BRACED
 JA0893'BY A GUY WIRE, 7.0 FEET EAST OF A CONCRETE CORNER FENCE POST,
 JA0893'3 1/2 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL
 JA0893'WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 3 FEET ABOVE THE
 JA0893'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0893'PROJECTING 6 INCHES.
 JA0893
 JA0893                          STATION RECOVERY (1985)
 JA0893
 JA0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0893'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1072 ***********************************************************************
 JA1072  DESIGNATION -  W 315
 JA1072  PID         -  JA1072
 JA1072  STATE/COUNTY-  IN/GIBSON
 JA1072  COUNTRY     -  US
 JA1072  USGS QUAD   -  PETERSBURG (2019)
 JA1072
 JA1072                         *CURRENT SURVEY CONTROL
 JA1072  ______________________________________________________________________
 JA1072* NAD 83(1986) POSITION- 38 22 36.     (N) 087 19 14.     (W)   SCALED
 JA1072* NAVD 88 ORTHO HEIGHT -   126.990 (meters)      416.63  (feet) ADJUSTED
 JA1072  ______________________________________________________________________
 JA1072  GEOID HEIGHT    -        -31.843 (meters)                     GEOID18
 JA1072  DYNAMIC HEIGHT  -        126.907 (meters)      416.36  (feet) COMP
 JA1072  MODELED GRAVITY -    979,971.1   (mgal)                       NAVD 88
 JA1072
 JA1072  VERT ORDER      -  FIRST     CLASS II
 JA1072
 JA1072.The horizontal coordinates were scaled from a map and have
 JA1072.an estimated accuracy of +/- 6 seconds.
 JA1072
 JA1072.The orthometric height was determined by differential leveling and
 JA1072.adjusted by the NATIONAL GEODETIC SURVEY
 JA1072.in June 1991.
 JA1072
 JA1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1072.GEOID18 height accuracy estimate available here.
 JA1072
 JA1072.Click photographs - Photos may exist for this station.
 JA1072
 JA1072.The dynamic height is computed by dividing the NAVD 88
 JA1072.geopotential number by the normal gravity value computed on the
 JA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1072.degrees latitude (g = 980.6199 gals.).
 JA1072
 JA1072.The modeled gravity was interpolated from observed gravity values.
 JA1072
 JA1072;                    North         East    Units  Estimated Accuracy
 JA1072;SPC IN W     -   347,330.      879,270.      MT  (+/- 180 meters Scaled)
 JA1072
 JA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH720476(NAD 83)
 JA1072
 JA1072                          SUPERSEDED SURVEY CONTROL
 JA1072
 JA1072  NGVD 29 (??/??/92)  127.116  (m)          417.05   (f) ADJ UNCH    1 2
 JA1072
 JA1072.Superseded values are not recommended for survey control.
 JA1072
 JA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1072.See file dsdata.pdf to determine how the superseded data were derived.
 JA1072
 JA1072_MARKER: DB = BENCH MARK DISK
 JA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1072_STAMPING: W 315 1965
 JA1072_MARK LOGO: CGS
 JA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1072+STABILITY: SURFACE MOTION
 JA1072
 JA1072  HISTORY     - Date     Condition        Report By
 JA1072  HISTORY     - 1965     MONUMENTED       CGS
 JA1072  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1072
 JA1072                          STATION DESCRIPTION
 JA1072
 JA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1072'3 MI NE FROM OAKLAND CITY.
 JA1072'ABOUT 3.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1072'FROM THE STATION AT OAKLAND CITY, 7 RAILS NORTHEAST OF A CROSSING
 JA1072'OF THE RAILROAD AND A ROAD, 85 FEET WEST-SOUTHWEST OF A POWER
 JA1072'POLE 876-2060, 35 FEET NORTHWEST OF A ROW OF POWER POLES, 11
 JA1072'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 42 FEET SOUTHEAST
 JA1072'OF THE SOUTHEAST EDGE OF THE PATOKA RIVER 8.7 FEET SOUTHWEST OF
 JA1072'A 12-INCH OAK TREE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 JA1072'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA1072'OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1072
 JA1072                          STATION RECOVERY (1985)
 JA1072
 JA1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1264 ***********************************************************************
 JA1264  DESIGNATION -  W 316
 JA1264  PID         -  JA1264
 JA1264  STATE/COUNTY-  IN/VANDERBURGH
 JA1264  COUNTRY     -  US
 JA1264  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1264
 JA1264                         *CURRENT SURVEY CONTROL
 JA1264  ______________________________________________________________________
 JA1264* NAD 83(1986) POSITION- 38 03 00.     (N) 087 31 06.     (W)   SCALED
 JA1264* NAVD 88 ORTHO HEIGHT -   131.133 (meters)      430.23  (feet) POSTED
 JA1264  ______________________________________________________________________
 JA1264  GEOID HEIGHT    -        -31.183 (meters)                     GEOID18
 JA1264  DYNAMIC HEIGHT  -        131.04  (meters)      429.9   (feet) COMP
 JA1264  MODELED GRAVITY -    979,943.1   (mgal)                       NAVD 88
 JA1264
 JA1264  VERT ORDER      -  * POSTED, SEE BELOW
 JA1264
 JA1264.The horizontal coordinates were scaled from a map and have
 JA1264.an estimated accuracy of +/- 6 seconds.
 JA1264
 JA1264.The orthometric height was determined by differential leveling
 JA1264.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA1264
 JA1264.* This is a POSTED BENCH MARK height.
 JA1264
 JA1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1264.GEOID18 height accuracy estimate available here.
 JA1264
 JA1264.Click photographs - Photos may exist for this station.
 JA1264
 JA1264.The dynamic height is computed by dividing the NAVD 88
 JA1264.geopotential number by the normal gravity value computed on the
 JA1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1264.degrees latitude (g = 980.6199 gals.).
 JA1264
 JA1264.The modeled gravity was interpolated from observed gravity values.
 JA1264
 JA1264;                    North         East    Units  Estimated Accuracy
 JA1264;SPC IN W     -   311,130.      861,820.      MT  (+/- 180 meters Scaled)
 JA1264
 JA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH545114(NAD 83)
 JA1264
 JA1264                          SUPERSEDED SURVEY CONTROL
 JA1264
 JA1264  NGVD 29 (??/??/92)  131.234  (m)          430.56   (f) ADJ UNCH    1 2
 JA1264
 JA1264.Superseded values are not recommended for survey control.
 JA1264
 JA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1264.See file dsdata.pdf to determine how the superseded data were derived.
 JA1264
 JA1264_MARKER: DB = BENCH MARK DISK
 JA1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1264_STAMPING: W 316 1965
 JA1264_MARK LOGO: CGS
 JA1264_PROJECTION: FLUSH
 JA1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1264+STABILITY: SURFACE MOTION
 JA1264
 JA1264  HISTORY     - Date     Condition        Report By
 JA1264  HISTORY     - 1965     MONUMENTED       CGS
 JA1264  HISTORY     - 19950816 GOOD             USPSQD
 JA1264
 JA1264                          STATION DESCRIPTION
 JA1264
 JA1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1264'3.6 MI SW FROM DAYLIGHT.
 JA1264'ABOUT 3.55 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1264'FROM THE IVOR JAQUESS STORE AT DAYLIGHT, THENCE 0.1 MILE
 JA1264'NORTHWEST ALONG STATE HIGHWAY 57, IN SECTION 27, T 5 S, R 10 W,
 JA1264'AT A LONG CURVE IN THE HIGHWAY, 189 FEET NORTHWEST OF THE CENTER
 JA1264'LINE OF THE HIGHWAY, 183 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JA1264'OF A LARGE STONE HOUSE, 37 FEET NORTHWEST OF THE CENTER LINE OF
 JA1264'CHERRY LANE, 51 FEET NORTH-NORTHWEST OF A FIRE HYDRANT, 17 FEET
 JA1264'SOUTHWEST OF A LONE 20-INCH WALNUT TREE, 1.4 FEET EAST OF THE
 JA1264'END POST OF A POLE FENCE, ABOUT LEVEL WITH CHERRY LANE, AND SET
 JA1264'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JA1264
 JA1264                          STATION RECOVERY (1995)
 JA1264
 JA1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1065 ***********************************************************************
 HA1065  DESIGNATION -  W 318
 HA1065  PID         -  HA1065
 HA1065  STATE/COUNTY-  IN/POSEY
 HA1065  COUNTRY     -  US
 HA1065  USGS QUAD   -  UNIONTOWN (2019)
 HA1065
 HA1065                         *CURRENT SURVEY CONTROL
 HA1065  ______________________________________________________________________
 HA1065* NAD 83(1986) POSITION- 37 46 43.     (N) 087 56 52.     (W)   SCALED
 HA1065* NAVD 88 ORTHO HEIGHT -   108.982 (meters)      357.55  (feet) ADJUSTED
 HA1065  ______________________________________________________________________
 HA1065  GEOID HEIGHT    -        -30.247 (meters)                     GEOID18
 HA1065  DYNAMIC HEIGHT  -        108.906 (meters)      357.30  (feet) COMP
 HA1065  MODELED GRAVITY -    979,935.4   (mgal)                       NAVD 88
 HA1065
 HA1065  VERT ORDER      -  FIRST     CLASS II
 HA1065
 HA1065.The horizontal coordinates were scaled from a map and have
 HA1065.an estimated accuracy of +/- 6 seconds.
 HA1065
 HA1065.The orthometric height was determined by differential leveling and
 HA1065.adjusted by the NATIONAL GEODETIC SURVEY
 HA1065.in June 1991.
 HA1065
 HA1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1065.GEOID18 height accuracy estimate available here.
 HA1065
 HA1065.Click photographs - Photos may exist for this station.
 HA1065
 HA1065.The dynamic height is computed by dividing the NAVD 88
 HA1065.geopotential number by the normal gravity value computed on the
 HA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1065.degrees latitude (g = 980.6199 gals.).
 HA1065
 HA1065.The modeled gravity was interpolated from observed gravity values.
 HA1065
 HA1065;                    North         East    Units  Estimated Accuracy
 HA1065;SPC IN W     -   281,270.      823,850.      MT  (+/- 180 meters Scaled)
 HA1065
 HA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG165816(NAD 83)
 HA1065
 HA1065                          SUPERSEDED SURVEY CONTROL
 HA1065
 HA1065  NGVD 29 (??/??/92)  109.086  (m)          357.89   (f) ADJ UNCH    1 2
 HA1065
 HA1065.Superseded values are not recommended for survey control.
 HA1065
 HA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1065.See file dsdata.pdf to determine how the superseded data were derived.
 HA1065
 HA1065_MARKER: DB = BENCH MARK DISK
 HA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1065_STAMPING: W 318 1965
 HA1065_MARK LOGO: CGS
 HA1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1065+STABILITY: SURFACE MOTION
 HA1065
 HA1065  HISTORY     - Date     Condition        Report By
 HA1065  HISTORY     - 1965     MONUMENTED       CGS
 HA1065  HISTORY     - 1988     GOOD             USPSQD
 HA1065
 HA1065                          STATION DESCRIPTION
 HA1065
 HA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1065'4 MI S FROM HOVEY LAKE.
 HA1065'ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA1065'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION 35,
 HA1065'T 8 S, R 14 W, ABOUT 0.1 MILE NORTHWEST OF THE OHIO RIVER, 95 FEET
 HA1065'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY WHICH ENDS AT THE
 HA1065'RIVER BANK, 27 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD,
 HA1065'17 FEET SOUTH OF THE SOUTH CORNER OF AN OLD BUILDING SUPPORTED
 HA1065'BY PILING, 11 FEET SOUTHWEST OF A 14-INCH TREE WHICH IS THE
 HA1065'MOST SOUTHWESTERLY OF 3 TREES, 2.0 FEET NORTH OF A METAL WITNESS
 HA1065'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HA1065'CONCRETE POST PROJECTING 6 INCHES.  THIS BENCH MARK IS ALSO 40.5
 HA1065'FEET SOUTHWEST OF A COPPER NAIL AND WASHER WHICH IS STAMPED AA
 HA1065'AND IS DRIVEN IN THE NORTH ROOT OF THE MOST NORTHEASTERLY OF
 HA1065'3 TREES.
 HA1065
 HA1065                          STATION RECOVERY (1988)
 HA1065
 HA1065'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0807 ***********************************************************************
 HZ0807  DESIGNATION -  W 319
 HZ0807  PID         -  HZ0807
 HZ0807  STATE/COUNTY-  IN/SWITZERLAND
 HZ0807  COUNTRY     -  US
 HZ0807  USGS QUAD   -  FLORENCE (2019)
 HZ0807
 HZ0807                         *CURRENT SURVEY CONTROL
 HZ0807  ______________________________________________________________________
 HZ0807* NAD 83(1986) POSITION- 38 47 38.     (N) 084 53 47.     (W)   SCALED
 HZ0807* NAVD 88 ORTHO HEIGHT -   143.047 (meters)      469.31  (feet) ADJUSTED
 HZ0807  ______________________________________________________________________
 HZ0807  GEOID HEIGHT    -        -33.937 (meters)                     GEOID18
 HZ0807  DYNAMIC HEIGHT  -        142.957 (meters)      469.02  (feet) COMP
 HZ0807  MODELED GRAVITY -    979,995.8   (mgal)                       NAVD 88
 HZ0807
 HZ0807  VERT ORDER      -  FIRST     CLASS II
 HZ0807
 HZ0807.The horizontal coordinates were scaled from a map and have
 HZ0807.an estimated accuracy of +/- 6 seconds.
 HZ0807
 HZ0807.The orthometric height was determined by differential leveling and
 HZ0807.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0807.in June 1991.
 HZ0807
 HZ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0807.GEOID18 height accuracy estimate available here.
 HZ0807
 HZ0807.Click photographs - Photos may exist for this station.
 HZ0807
 HZ0807.The dynamic height is computed by dividing the NAVD 88
 HZ0807.geopotential number by the normal gravity value computed on the
 HZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0807.degrees latitude (g = 980.6199 gals.).
 HZ0807
 HZ0807.The modeled gravity was interpolated from observed gravity values.
 HZ0807
 HZ0807;                    North         East    Units  Estimated Accuracy
 HZ0807;SPC IN E     -   393,900.      166,920.      MT  (+/- 180 meters Scaled)
 HZ0807
 HZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH826960(NAD 83)
 HZ0807
 HZ0807                          SUPERSEDED SURVEY CONTROL
 HZ0807
 HZ0807  NGVD 29 (??/??/92)  143.238  (m)          469.94   (f) ADJ UNCH    1 2
 HZ0807
 HZ0807.Superseded values are not recommended for survey control.
 HZ0807
 HZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0807.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0807
 HZ0807_MARKER: DB = BENCH MARK DISK
 HZ0807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0807_SP_SET: CULVERT HEADWALL
 HZ0807_STAMPING: W 319 1965
 HZ0807_MARK LOGO: CGS
 HZ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0807+STABILITY: SURFACE MOTION
 HZ0807
 HZ0807  HISTORY     - Date     Condition        Report By
 HZ0807  HISTORY     - 1965     MONUMENTED       CGS
 HZ0807  HISTORY     - 19910727 GOOD             USPSQD
 HZ0807
 HZ0807                          STATION DESCRIPTION
 HZ0807
 HZ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0807'1.8 MI NE FROM FLORENCE.
 HZ0807'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0807'OFFICE AT FLORENCE, IN SECTION 32, T 2 N, R 1 W, 35 FEET SOUTHWEST
 HZ0807'OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD,
 HZ0807'20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HZ0807'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 HZ0807'LARGE CULVERT OVER WILEY BRANCH, ABOUT 1 FOOT BELOW THE LEVEL
 HZ0807'OF THE HIGHWAY.
 HZ0807
 HZ0807                          STATION RECOVERY (1991)
 HZ0807
 HZ0807'RECOVERY NOTE BY US POWER SQUADRON 1991 (RGK)
 HZ0807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0762 ***********************************************************************
 LB0762  DESIGNATION -  W 32
 LB0762  PID         -  LB0762
 LB0762  STATE/COUNTY-  IN/MONTGOMERY
 LB0762  COUNTRY     -  US
 LB0762  USGS QUAD   -  DARLINGTON (2019)
 LB0762
 LB0762                         *CURRENT SURVEY CONTROL
 LB0762  ______________________________________________________________________
 LB0762* NAD 83(1986) POSITION- 40 04 23.3    (N) 086 51 05.8    (W)   HD_HELD2
 LB0762* NAVD 88 ORTHO HEIGHT -   240.827 (meters)      790.11  (feet) ADJUSTED
 LB0762  ______________________________________________________________________
 LB0762  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 LB0762  DYNAMIC HEIGHT  -        240.697 (meters)      789.69  (feet) COMP
 LB0762  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 LB0762
 LB0762  VERT ORDER      -  SECOND    CLASS 0
 LB0762
 LB0762.The horizontal coordinates were established by autonomous hand held GPS
 LB0762.observations and have an estimated accuracy of +/- 10 meters.
 LB0762
 LB0762.The orthometric height was determined by differential leveling and
 LB0762.adjusted by the NATIONAL GEODETIC SURVEY
 LB0762.in June 1991.
 LB0762
 LB0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0762.GEOID18 height accuracy estimate available here.
 LB0762
 LB0762.Click photographs - Photos may exist for this station.
 LB0762
 LB0762.The dynamic height is computed by dividing the NAVD 88
 LB0762.geopotential number by the normal gravity value computed on the
 LB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0762.degrees latitude (g = 980.6199 gals.).
 LB0762
 LB0762.The modeled gravity was interpolated from observed gravity values.
 LB0762
 LB0762;                    North         East    Units  Estimated Accuracy
 LB0762;SPC IN W     -   535,664.      919,766.      MT  (+/- 10 meters HH2 GPS)
 LB0762
 LB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1265235885(NAD 83)
 LB0762
 LB0762                          SUPERSEDED SURVEY CONTROL
 LB0762
 LB0762  NGVD 29 (??/??/92)  240.923  (m)          790.43   (f) ADJ UNCH    2 0
 LB0762
 LB0762.Superseded values are not recommended for survey control.
 LB0762
 LB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0762.See file dsdata.pdf to determine how the superseded data were derived.
 LB0762
 LB0762_MARKER: DB = BENCH MARK DISK
 LB0762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0762_SP_SET: CULVERT HEADWALL
 LB0762_STAMPING: W 34 1934
 LB0762_MARK LOGO: CGS
 LB0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0762+STABILITY: SURFACE MOTION
 LB0762
 LB0762  HISTORY     - Date     Condition        Report By
 LB0762  HISTORY     - 1934     MONUMENTED       CGS
 LB0762
 LB0762                          STATION DESCRIPTION
 LB0762
 LB0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0762'3 MI N FROM CRAWFORDSVILLE.
 LB0762'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0762'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, 0.4 MILE SOUTH OF MILEPOST
 LB0762'56, 6-1/2 RAILS NROTH OF A GRAVEL-ROAD CROSSING, 8 YARDS WEST
 LB0762'OF THE WEST RAIL OF THE MAIN TRACK, 4 YARDS WEST OF THE WEST
 LB0762'RAIL OF A SIDETRACK, AT CONCRETE CULVERT 55+26, IN THE TOP
 LB0762'OF THE WEST HEADWALL, 1 YARD SOUTH OF THE NORTH END, AND LEVEL
 LB0762'WITH THE TRACK.  A STANDARD DISK, STAMPED W 32 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1748 ***********************************************************************
 JA1748  DESIGNATION -  W 32
 JA1748  PID         -  JA1748
 JA1748  STATE/COUNTY-  IN/HARRISON
 JA1748  COUNTRY     -  US
 JA1748  USGS QUAD   -  LACONIA (2019)
 JA1748
 JA1748                         *CURRENT SURVEY CONTROL
 JA1748  ______________________________________________________________________
 JA1748* NAD 83(1997) POSITION- 38 04 05.42873(N) 086 03 32.49246(W)   ADJUSTED
 JA1748* NAVD 88 ORTHO HEIGHT -   218.88  (+/-2cm)      718.1   (feet) VERTCON3
 JA1748  ______________________________________________________________________
 JA1748  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 JA1748  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 JA1748  HORZ ORDER      -  SECOND
 JA1748  VERT ORDER      -  THIRD ? (See Below)
 JA1748
 JA1748.The horizontal coordinates were established by classical geodetic methods
 JA1748.and adjusted by the National Geodetic Survey in May 1999.
 JA1748
 JA1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1748
 JA1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1748.GEOID18 height accuracy estimate available here.
 JA1748
 JA1748.The vertical order pertains to the NGVD 29 superseded value.
 JA1748
 JA1748.Click photographs - Photos may exist for this station.
 JA1748
 JA1748.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1748
 JA1748. The following values were computed from the NAD 83(1997) position.
 JA1748
 JA1748;                    North         East     Units Scale Factor Converg.
 JA1748;SPC IN E     -   313,133.652    65,571.152   MT  0.99998126   -0 14 30.9
 JA1748;SPC IN E     - 1,027,339.32    215,128.02   sFT  0.99998126   -0 14 30.9
 JA1748;UTM  16      - 4,213,797.120   582,539.389   MT  0.99968391   +0 34 48.9
 JA1748
 JA1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1748!SPC IN E     -   0.99997083  x   0.99998126  =   0.99995209
 JA1748!UTM  16      -   0.99997083  x   0.99968391  =   0.99965475
 JA1748
 JA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8253913797(NAD 83)
 JA1748
 JA1748                          SUPERSEDED SURVEY CONTROL
 JA1748
 JA1748  NAD 83(1993)-  38 04 05.42881(N)    086 03 32.49280(W) AD(       ) 2
 JA1748  NAD 83(1986)-  38 04 05.43436(N)    086 03 32.49895(W) AD(       ) 2
 JA1748  NAD 27      -  38 04 05.17300(N)    086 03 32.62100(W) AD(       ) 2
 JA1748  NGVD 29             219.00   (m)          718.5    (f) LEVELING    3  
 JA1748
 JA1748.Superseded values are not recommended for survey control.
 JA1748
 JA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1748.See file dsdata.pdf to determine how the superseded data were derived.
 JA1748
 JA1748_MARKER: DB = BENCH MARK DISK
 JA1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1748_STAMPING: W 32 718 1937
 JA1748_MARK LOGO: USGS
 JA1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1748+STABILITY: SURFACE MOTION
 JA1748
 JA1748  HISTORY     - Date     Condition        Report By
 JA1748  HISTORY     - 1937     MONUMENTED       USGS
 JA1748  HISTORY     - 1947     GOOD             CGS
 JA1748
 JA1748                          STATION DESCRIPTION
 JA1748
 JA1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1748'THIS IS A TRAVERSE STATION.
 JA1748'
 JA1748'STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF LACONIA, 0.1 MILE EAST OF
 JA1748'A FARMHOUSE OWNED BY MRS. NETTIE WOODS, 25 FEET NORTH OF THE
 JA1748'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 23 FEET WEST OF THE
 JA1748'APPROXIMATE CENTERLINE OF A DIRT SIDE ROAD. THIS MARK WAS LOCATED
 JA1748'BY A TRAVERSE CONNECTION TO TRIANGULATION STATION BOONE. IT IS
 JA1748'171.905 METERS 563.99 FEET EAST OF STATION BOONE. THIS MARK
 JA1748'IS A BRONZE DISK SET IN A SQUARE CONCRETE BLOCK. THE MARK PROJECTS 1
 JA1748'INCH, AND THE DISK IS STAMPED W 32 1937 718.
 JA1748'
 JA1748'TO REACH FROM THE RIGHT-ANGLE TURN IN STATE HIGHWAY 11 IN LACONIA, GO
 JA1748'NORTH ON THE HIGHWAY FOR 2.6 MILES TO GOSHEN CEMETERY ON LEFT
 JA1748'AND A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO 0.95 MILE TO
 JA1748'STATION ON LEFT IN THE NORTHWEST ANGLE OF A ROAD
 JA1748'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1053 ***********************************************************************
 HZ1053  DESIGNATION -  W 320
 HZ1053  PID         -  HZ1053
 HZ1053  STATE/COUNTY-  IN/JEFFERSON
 HZ1053  COUNTRY     -  US
 HZ1053  USGS QUAD   -  MADISON EAST (2019)
 HZ1053
 HZ1053                         *CURRENT SURVEY CONTROL
 HZ1053  ______________________________________________________________________
 HZ1053* NAD 83(1986) POSITION- 38 44 00.     (N) 085 21 37.     (W)   SCALED
 HZ1053* NAVD 88 ORTHO HEIGHT -   144.119 (meters)      472.83  (feet) ADJUSTED
 HZ1053  ______________________________________________________________________
 HZ1053  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 HZ1053  DYNAMIC HEIGHT  -        144.023 (meters)      472.52  (feet) COMP
 HZ1053  MODELED GRAVITY -    979,960.7   (mgal)                       NAVD 88
 HZ1053
 HZ1053  VERT ORDER      -  FIRST     CLASS II
 HZ1053
 HZ1053.The horizontal coordinates were scaled from a map and have
 HZ1053.an estimated accuracy of +/- 6 seconds.
 HZ1053
 HZ1053.The orthometric height was determined by differential leveling and
 HZ1053.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1053.in June 1991.
 HZ1053
 HZ1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1053.GEOID18 height accuracy estimate available here.
 HZ1053
 HZ1053.Click photographs - Photos may exist for this station.
 HZ1053
 HZ1053.The dynamic height is computed by dividing the NAVD 88
 HZ1053.geopotential number by the normal gravity value computed on the
 HZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1053.degrees latitude (g = 980.6199 gals.).
 HZ1053
 HZ1053.The modeled gravity was interpolated from observed gravity values.
 HZ1053
 HZ1053;                    North         East    Units  Estimated Accuracy
 HZ1053;SPC IN E     -   386,940.      126,640.      MT  (+/- 180 meters Scaled)
 HZ1053
 HZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH425884(NAD 83)
 HZ1053
 HZ1053                          SUPERSEDED SURVEY CONTROL
 HZ1053
 HZ1053  NGVD 29 (??/??/92)  144.284  (m)          473.37   (f) ADJ UNCH    1 2
 HZ1053
 HZ1053.Superseded values are not recommended for survey control.
 HZ1053
 HZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1053.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1053
 HZ1053_MARKER: DB = BENCH MARK DISK
 HZ1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1053_SP_SET: BRIDGE
 HZ1053_STAMPING: W 320 1965
 HZ1053_MARK LOGO: CGS
 HZ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1053+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2018
 HZ1053
 HZ1053  HISTORY     - Date     Condition        Report By
 HZ1053  HISTORY     - 1965     MONUMENTED       CGS
 HZ1053  HISTORY     - 20180404 GOOD             MCA
 HZ1053
 HZ1053                          STATION DESCRIPTION
 HZ1053
 HZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1053'0.9 MI SE FROM MADISON.
 HZ1053'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE
 HZ1053'AT MADISON, IN SECTION 1, T 3 N, R 10 E, 15 FEET NORTH OF THE
 HZ1053'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 HZ1053'WINGWALL OF A SMALL CONCRETE BRIDGE OVER A CREEK, AND ABOUT
 HZ1053'LEVEL WITH THE HIGHWAY.
 HZ1053
 HZ1053                          STATION RECOVERY (2018)
 HZ1053
 HZ1053'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 HZ1053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1721 ***********************************************************************
 HZ1721  DESIGNATION -  W 321
 HZ1721  PID         -  HZ1721
 HZ1721  STATE/COUNTY-  IN/CLARK
 HZ1721  COUNTRY     -  US
 HZ1721  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1721
 HZ1721                         *CURRENT SURVEY CONTROL
 HZ1721  ______________________________________________________________________
 HZ1721* NAD 83(1986) POSITION- 38 33 13.     (N) 085 32 31.     (W)   SCALED
 HZ1721* NAVD 88 ORTHO HEIGHT -   202.231 (meters)      663.49  (feet) ADJUSTED
 HZ1721  ______________________________________________________________________
 HZ1721  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 HZ1721  DYNAMIC HEIGHT  -        202.096 (meters)      663.04  (feet) COMP
 HZ1721  MODELED GRAVITY -    979,954.6   (mgal)                       NAVD 88
 HZ1721
 HZ1721  VERT ORDER      -  FIRST     CLASS II
 HZ1721
 HZ1721.The horizontal coordinates were scaled from a map and have
 HZ1721.an estimated accuracy of +/- 6 seconds.
 HZ1721
 HZ1721.The orthometric height was determined by differential leveling and
 HZ1721.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1721.in June 1991.
 HZ1721
 HZ1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1721.GEOID18 height accuracy estimate available here.
 HZ1721
 HZ1721.Click photographs - Photos may exist for this station.
 HZ1721
 HZ1721.The dynamic height is computed by dividing the NAVD 88
 HZ1721.geopotential number by the normal gravity value computed on the
 HZ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1721.degrees latitude (g = 980.6199 gals.).
 HZ1721
 HZ1721.The modeled gravity was interpolated from observed gravity values.
 HZ1721
 HZ1721;                    North         East    Units  Estimated Accuracy
 HZ1721;SPC IN E     -   366,950.      110,870.      MT  (+/- 180 meters Scaled)
 HZ1721
 HZ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH270682(NAD 83)
 HZ1721
 HZ1721                          SUPERSEDED SURVEY CONTROL
 HZ1721
 HZ1721  NGVD 29 (??/??/92)  202.391  (m)          664.01   (f) ADJ UNCH    1 2
 HZ1721
 HZ1721.Superseded values are not recommended for survey control.
 HZ1721
 HZ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1721.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1721
 HZ1721_MARKER: DB = BENCH MARK DISK
 HZ1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1721_SP_SET: BRIDGE
 HZ1721_STAMPING: W 321 1965
 HZ1721_MARK LOGO: CGS
 HZ1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1721
 HZ1721  HISTORY     - Date     Condition        Report By
 HZ1721  HISTORY     - 1965     MONUMENTED       CGS
 HZ1721
 HZ1721                          STATION DESCRIPTION
 HZ1721
 HZ1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1721'0.8 MI S FROM NEW WASHINGTON.
 HZ1721'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1721'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 5, T 1 N, R 9 E, 20
 HZ1721'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 HZ1721'THE NORTHEAST WINGWALL OF A CONCRETE BRIDGE OVER FOURTEEN MILE
 HZ1721'CREEK, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1635 ***********************************************************************
 HZ1635  DESIGNATION -  W 322
 HZ1635  PID         -  HZ1635
 HZ1635  STATE/COUNTY-  IN/CLARK
 HZ1635  COUNTRY     -  US
 HZ1635  USGS QUAD   -  NEW ALBANY (2019)
 HZ1635
 HZ1635                         *CURRENT SURVEY CONTROL
 HZ1635  ______________________________________________________________________
 HZ1635* NAD 83(1986) POSITION- 38 16 56.     (N) 085 45 10.     (W)   SCALED
 HZ1635* NAVD 88 ORTHO HEIGHT -   136.470 (meters)      447.74  (feet) ADJUSTED
 HZ1635  ______________________________________________________________________
 HZ1635  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 HZ1635  DYNAMIC HEIGHT  -        136.379 (meters)      447.44  (feet) COMP
 HZ1635  MODELED GRAVITY -    979,954.6   (mgal)                       NAVD 88
 HZ1635
 HZ1635  VERT ORDER      -  FIRST     CLASS II
 HZ1635
 HZ1635.The horizontal coordinates were scaled from a map and have
 HZ1635.an estimated accuracy of +/- 6 seconds.
 HZ1635
 HZ1635.The orthometric height was determined by differential leveling and
 HZ1635.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1635.in June 1991.
 HZ1635
 HZ1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1635.GEOID18 height accuracy estimate available here.
 HZ1635
 HZ1635.Click photographs - Photos may exist for this station.
 HZ1635
 HZ1635.The dynamic height is computed by dividing the NAVD 88
 HZ1635.geopotential number by the normal gravity value computed on the
 HZ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1635.degrees latitude (g = 980.6199 gals.).
 HZ1635
 HZ1635.The modeled gravity was interpolated from observed gravity values.
 HZ1635
 HZ1635;                    North         East    Units  Estimated Accuracy
 HZ1635;SPC IN E     -   336,820.       92,470.      MT  (+/- 180 meters Scaled)
 HZ1635
 HZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090378(NAD 83)
 HZ1635
 HZ1635                          SUPERSEDED SURVEY CONTROL
 HZ1635
 HZ1635  NGVD 29 (??/??/92)  136.623  (m)          448.24   (f) ADJ UNCH    1 2
 HZ1635
 HZ1635.Superseded values are not recommended for survey control.
 HZ1635
 HZ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1635.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1635
 HZ1635_MARKER: DB = BENCH MARK DISK
 HZ1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1635_SP_SET: ABUTMENT
 HZ1635_STAMPING: W 322 1965
 HZ1635_MARK LOGO: CGS
 HZ1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1635
 HZ1635  HISTORY     - Date     Condition        Report By
 HZ1635  HISTORY     - 1965     MONUMENTED       CGS
 HZ1635
 HZ1635                          STATION DESCRIPTION
 HZ1635
 HZ1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1635'0.7 MI NE FROM CLARKSVILLE.
 HZ1635'ABOUT 0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 HZ1635'THE NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1635'CLARKSVILLE, OR 0.45 MILE NORTHWEST ALONG SPRING STREET FROM THE
 HZ1635'MASONIC TEMPLE AT JEFFERSONVILLE, THENCE 0.5 MILE WEST ALONG STATE
 HZ1635'HIGHWAY 62, OR ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET
 HZ1635'AND U.S. HIGHWAY 460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND
 HZ1635'OHIO RAILROAD STATION AT NEW ALBANY, THENCE 3.85 MILES EAST ALONG
 HZ1635'U.S. HIGHWAY 460 AND STATE HIGHWAY 62, 51 FEET WEST OF THE WEST
 HZ1635'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST WINGWALL OF
 HZ1635'THE SOUTH ABUTMENT OF THE PENNSYLVANIA RAILROAD OVERPASS OVER
 HZ1635'THE HIGHWAYS, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE MOST
 HZ1635'SOUTHWESTERLY TRAFFIC LANE, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 HZ1635'HIGHWAYS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1598 ***********************************************************************
 HZ1598  DESIGNATION -  W 323
 HZ1598  PID         -  HZ1598
 HZ1598  STATE/COUNTY-  IN/HARRISON
 HZ1598  COUNTRY     -  US
 HZ1598  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1598
 HZ1598                         *CURRENT SURVEY CONTROL
 HZ1598  ______________________________________________________________________
 HZ1598* NAD 83(1986) POSITION- 38 00 30.     (N) 085 57 54.     (W)   SCALED
 HZ1598* NAVD 88 ORTHO HEIGHT -   131.829 (meters)      432.51  (feet) ADJUSTED
 HZ1598  ______________________________________________________________________
 HZ1598  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 HZ1598  DYNAMIC HEIGHT  -        131.737 (meters)      432.21  (feet) COMP
 HZ1598  MODELED GRAVITY -    979,926.5   (mgal)                       NAVD 88
 HZ1598
 HZ1598  VERT ORDER      -  FIRST     CLASS II
 HZ1598
 HZ1598.The horizontal coordinates were scaled from a map and have
 HZ1598.an estimated accuracy of +/- 6 seconds.
 HZ1598
 HZ1598.The orthometric height was determined by differential leveling and
 HZ1598.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1598.in June 1991.
 HZ1598
 HZ1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1598.GEOID18 height accuracy estimate available here.
 HZ1598
 HZ1598.Click photographs - Photos may exist for this station.
 HZ1598
 HZ1598.The dynamic height is computed by dividing the NAVD 88
 HZ1598.geopotential number by the normal gravity value computed on the
 HZ1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1598.degrees latitude (g = 980.6199 gals.).
 HZ1598
 HZ1598.The modeled gravity was interpolated from observed gravity values.
 HZ1598
 HZ1598;                    North         East    Units  Estimated Accuracy
 HZ1598;SPC IN E     -   306,460.       73,800.      MT  (+/- 180 meters Scaled)
 HZ1598
 HZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH908072(NAD 83)
 HZ1598
 HZ1598                          SUPERSEDED SURVEY CONTROL
 HZ1598
 HZ1598  NGVD 29 (??/??/92)  131.955  (m)          432.92   (f) ADJ UNCH    1 2
 HZ1598
 HZ1598.Superseded values are not recommended for survey control.
 HZ1598
 HZ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1598.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1598
 HZ1598_MARKER: DB = BENCH MARK DISK
 HZ1598_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1598_STAMPING: W 323 1965
 HZ1598_MARK LOGO: CGS
 HZ1598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1598+STABILITY: POSITION/ELEVATION WELL
 HZ1598
 HZ1598  HISTORY     - Date     Condition        Report By
 HZ1598  HISTORY     - 1965     MONUMENTED       CGS
 HZ1598
 HZ1598                          STATION DESCRIPTION
 HZ1598
 HZ1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1598'1.4 MI E FROM EVANS LANDING.
 HZ1598'ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE
 HZ1598'PRESBYTERIAN CHURCH AT EVANS LANDING, THENCE 1.25 MILES NORTHEAST
 HZ1598'ALONG STATE HIGHWAY 111, OR ABOUT 0.3 MILE EAST ALONG A PAVED
 HZ1598'ROAD FROM THE MOORE CHAPEL METHODIST CHURCH AT ROSEWOOD, THENCE
 HZ1598'2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 111, 22 FEET NORTHWEST
 HZ1598'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 HZ1598'OUTCROP, 4.5 FEET SOUTHEAST OF A 6-INCH ELM TREE WHICH BEARS A
 HZ1598'WITNESS SHIELD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0485 ***********************************************************************
 JA0485  DESIGNATION -  W 324
 JA0485  PID         -  JA0485
 JA0485  STATE/COUNTY-  IN/HARRISON
 JA0485  COUNTRY     -  US
 JA0485  USGS QUAD   -  CORYDON WEST (2019)
 JA0485
 JA0485                         *CURRENT SURVEY CONTROL
 JA0485  ______________________________________________________________________
 JA0485* NAD 83(1986) POSITION- 38 08 45.     (N) 086 14 43.     (W)   SCALED
 JA0485* NAVD 88 ORTHO HEIGHT -   217.679 (meters)      714.17  (feet) ADJUSTED
 JA0485  ______________________________________________________________________
 JA0485  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 JA0485  DYNAMIC HEIGHT  -        217.525 (meters)      713.66  (feet) COMP
 JA0485  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 JA0485
 JA0485  VERT ORDER      -  FIRST     CLASS II
 JA0485
 JA0485.The horizontal coordinates were scaled from a map and have
 JA0485.an estimated accuracy of +/- 6 seconds.
 JA0485
 JA0485.The orthometric height was determined by differential leveling and
 JA0485.adjusted by the NATIONAL GEODETIC SURVEY
 JA0485.in June 1991.
 JA0485
 JA0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0485.GEOID18 height accuracy estimate available here.
 JA0485
 JA0485.Click photographs - Photos may exist for this station.
 JA0485
 JA0485.The dynamic height is computed by dividing the NAVD 88
 JA0485.geopotential number by the normal gravity value computed on the
 JA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0485.degrees latitude (g = 980.6199 gals.).
 JA0485
 JA0485.The modeled gravity was interpolated from observed gravity values.
 JA0485
 JA0485;                    North         East    Units  Estimated Accuracy
 JA0485;SPC IN E     -   321,840.       49,280.      MT  (+/- 180 meters Scaled)
 JA0485
 JA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH661222(NAD 83)
 JA0485
 JA0485                          SUPERSEDED SURVEY CONTROL
 JA0485
 JA0485  NGVD 29 (??/??/92)  217.786  (m)          714.52   (f) ADJ UNCH    1 2
 JA0485
 JA0485.Superseded values are not recommended for survey control.
 JA0485
 JA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0485.See file dsdata.pdf to determine how the superseded data were derived.
 JA0485
 JA0485_MARKER: DB = BENCH MARK DISK
 JA0485_SETTING: 66 = SET IN ROCK OUTCROP
 JA0485_STAMPING: W 324 1965
 JA0485_MARK LOGO: CGS
 JA0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0485+STABILITY: POSITION/ELEVATION WELL
 JA0485
 JA0485  HISTORY     - Date     Condition        Report By
 JA0485  HISTORY     - 1965     MONUMENTED       CGS
 JA0485
 JA0485                          STATION DESCRIPTION
 JA0485
 JA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0485'4.6 MI NE FROM NEW AMSTERDAM.
 JA0485'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0485'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0485'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 JA0485'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A TRAIL ROAD,
 JA0485'ON THE NORTH EDGE OF A SMALL RAVINE, IN SECTION 25, T 4 S, R 2 E,
 JA0485'66 FEET SOUTHWEST OF THE CENTER OF THE Y-JUNCTION OF A TRAIL
 JA0485'ROAD LEADING SOUTHWEST, 47 FEET WEST OF THE CENTER LINE OF THE
 JA0485'ROAD, SET IN THE TOP OF A ROCK OUTCROP, 19 FEET SOUTHEAST OF
 JA0485'THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 7 FEET WEST OF A
 JA0485'16-INCH OAK TREE BEARING A WITNESS SHIELD, 1.9 FEET SOUTHWEST
 JA0485'OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 JA0485'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1088 ***********************************************************************
 HA1088  DESIGNATION -  W 325
 HA1088  PID         -  HA1088
 HA1088  STATE/COUNTY-  IN/POSEY
 HA1088  COUNTRY     -  US
 HA1088  USGS QUAD   -  CABORN (2019)
 HA1088
 HA1088                         *CURRENT SURVEY CONTROL
 HA1088  ______________________________________________________________________
 HA1088* NAD 83(1986) POSITION- 37 56 34.     (N) 087 51 01.     (W)   SCALED
 HA1088* NAVD 88 ORTHO HEIGHT -   113.846 (meters)      373.51  (feet) ADJUSTED
 HA1088  ______________________________________________________________________
 HA1088  GEOID HEIGHT    -        -30.637 (meters)                     GEOID18
 HA1088  DYNAMIC HEIGHT  -        113.768 (meters)      373.25  (feet) COMP
 HA1088  MODELED GRAVITY -    979,946.0   (mgal)                       NAVD 88
 HA1088
 HA1088  VERT ORDER      -  FIRST     CLASS II
 HA1088
 HA1088.The horizontal coordinates were scaled from a map and have
 HA1088.an estimated accuracy of +/- 6 seconds.
 HA1088
 HA1088.The orthometric height was determined by differential leveling and
 HA1088.adjusted by the NATIONAL GEODETIC SURVEY
 HA1088.in June 1991.
 HA1088
 HA1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1088.GEOID18 height accuracy estimate available here.
 HA1088
 HA1088.Click photographs - Photos may exist for this station.
 HA1088
 HA1088.The dynamic height is computed by dividing the NAVD 88
 HA1088.geopotential number by the normal gravity value computed on the
 HA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1088.degrees latitude (g = 980.6199 gals.).
 HA1088
 HA1088.The modeled gravity was interpolated from observed gravity values.
 HA1088
 HA1088;                    North         East    Units  Estimated Accuracy
 HA1088;SPC IN W     -   299,420.      832,590.      MT  (+/- 180 meters Scaled)
 HA1088
 HA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG252998(NAD 83)
 HA1088
 HA1088                          SUPERSEDED SURVEY CONTROL
 HA1088
 HA1088  NGVD 29 (??/??/92)  113.945  (m)          373.83   (f) ADJ UNCH    1 2
 HA1088
 HA1088.Superseded values are not recommended for survey control.
 HA1088
 HA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1088.See file dsdata.pdf to determine how the superseded data were derived.
 HA1088
 HA1088_MARKER: DB = BENCH MARK DISK
 HA1088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA1088_SP_SET: BOX CULVERT HEADWALL
 HA1088_STAMPING: W 325 1965
 HA1088_MARK LOGO: CGS
 HA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1088+STABILITY: SURFACE MOTION
 HA1088
 HA1088  HISTORY     - Date     Condition        Report By
 HA1088  HISTORY     - 1965     MONUMENTED       CGS
 HA1088
 HA1088                          STATION DESCRIPTION
 HA1088
 HA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1088'2.7 MI E FROM MT VERNON.
 HA1088'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1088'COURTHOUSE AT MT. VERNON, IN SECTION 2, T 7 S, R 14 W, 150 FEET
 HA1088'EAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD,
 HA1088'98 1/2 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE
 HA1088'NUMBER Y 32222, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HA1088'SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT,
 HA1088'34 FEET EAST OF A 11-INCH PINE TREE, ABOUT 2 FEET BELOW THE
 HA1088'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0731 ***********************************************************************
 HA0731  DESIGNATION -  W 326
 HA0731  PID         -  HA0731
 HA0731  STATE/COUNTY-  IN/SPENCER
 HA0731  COUNTRY     -  US
 HA0731  USGS QUAD   -  RICHLAND CITY (2019)
 HA0731
 HA0731                         *CURRENT SURVEY CONTROL
 HA0731  ______________________________________________________________________
 HA0731* NAD 83(1986) POSITION- 37 54 09.1    (N) 087 13 02.6    (W)   HD_HELD2
 HA0731* NAVD 88 ORTHO HEIGHT -   117.639 (meters)      385.95  (feet) ADJUSTED
 HA0731  ______________________________________________________________________
 HA0731  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 HA0731  DYNAMIC HEIGHT  -        117.559 (meters)      385.69  (feet) COMP
 HA0731  MODELED GRAVITY -    979,948.7   (mgal)                       NAVD 88
 HA0731
 HA0731  VERT ORDER      -  FIRST     CLASS II
 HA0731
 HA0731.The horizontal coordinates were established by autonomous hand held GPS
 HA0731.observations and have an estimated accuracy of +/- 10 meters.
 HA0731
 HA0731.The orthometric height was determined by differential leveling and
 HA0731.adjusted by the NATIONAL GEODETIC SURVEY
 HA0731.in June 1991.
 HA0731
 HA0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0731.GEOID18 height accuracy estimate available here.
 HA0731
 HA0731.Click photographs - Photos may exist for this station.
 HA0731
 HA0731.The dynamic height is computed by dividing the NAVD 88
 HA0731.geopotential number by the normal gravity value computed on the
 HA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0731.degrees latitude (g = 980.6199 gals.).
 HA0731
 HA0731.The modeled gravity was interpolated from observed gravity values.
 HA0731
 HA0731;                    North         East    Units  Estimated Accuracy
 HA0731;SPC IN W     -   294,684.      888,210.      MT  (+/- 10 meters HH2 GPS)
 HA0731
 HA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8088895022(NAD 83)
 HA0731
 HA0731                          SUPERSEDED SURVEY CONTROL
 HA0731
 HA0731  NGVD 29 (??/??/92)  117.732  (m)          386.26   (f) ADJ UNCH    1 2
 HA0731
 HA0731.Superseded values are not recommended for survey control.
 HA0731
 HA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0731.See file dsdata.pdf to determine how the superseded data were derived.
 HA0731
 HA0731_MARKER: DB = BENCH MARK DISK
 HA0731_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HA0731_SP_SET: BOX CULVERT HEADWALL
 HA0731_STAMPING: W 326 1965
 HA0731_MARK LOGO: CGS
 HA0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0731+STABILITY: SURFACE MOTION
 HA0731
 HA0731  HISTORY     - Date     Condition        Report By
 HA0731  HISTORY     - 1965     MONUMENTED       CGS
 HA0731  HISTORY     - 1988     GOOD             USPSQD
 HA0731  HISTORY     - 20100804 GOOD             GEOCAC
 HA0731
 HA0731                          STATION DESCRIPTION
 HA0731
 HA0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0731'0.4 MI E FROM HATFIELD.
 HA0731'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0731'AT HATFIELD, IN SECTION 17, T 7 S, R 7 W, 259 FEET EAST OF THE
 HA0731'CENTER LINE OF A DRIVEWAY LEADING NORTH TO THE LUMBER BUILDING AND
 HA0731'SUPPLY COMPANY, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HA0731'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 HA0731'HEADWALL OF A BOX CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HA0731'HIGHWAY.
 HA0731
 HA0731                          STATION RECOVERY (1988)
 HA0731
 HA0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0731'RECOVERED IN GOOD CONDITION.
 HA0731
 HA0731                          STATION RECOVERY (2010)
 HA0731
 HA0731'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0731'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0520 ***********************************************************************
 JA0520  DESIGNATION -  W 327
 JA0520  PID         -  JA0520
 JA0520  STATE/COUNTY-  IN/CRAWFORD
 JA0520  COUNTRY     -  US
 JA0520  USGS QUAD   -  TASWELL (2019)
 JA0520
 JA0520                         *CURRENT SURVEY CONTROL
 JA0520  ______________________________________________________________________
 JA0520* NAD 83(1986) POSITION- 38 20 05.     (N) 086 31 17.     (W)   SCALED
 JA0520* NAVD 88 ORTHO HEIGHT -   226.326 (meters)      742.54  (feet) ADJUSTED
 JA0520  ______________________________________________________________________
 JA0520  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 JA0520  DYNAMIC HEIGHT  -        226.166 (meters)      742.01  (feet) COMP
 JA0520  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 JA0520
 JA0520  VERT ORDER      -  FIRST     CLASS II
 JA0520
 JA0520.The horizontal coordinates were scaled from a map and have
 JA0520.an estimated accuracy of +/- 6 seconds.
 JA0520
 JA0520.The orthometric height was determined by differential leveling and
 JA0520.adjusted by the NATIONAL GEODETIC SURVEY
 JA0520.in June 1991.
 JA0520
 JA0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0520.GEOID18 height accuracy estimate available here.
 JA0520
 JA0520.Click photographs - Photos may exist for this station.
 JA0520
 JA0520.The dynamic height is computed by dividing the NAVD 88
 JA0520.geopotential number by the normal gravity value computed on the
 JA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0520.degrees latitude (g = 980.6199 gals.).
 JA0520
 JA0520.The modeled gravity was interpolated from observed gravity values.
 JA0520
 JA0520;                    North         East    Units  Estimated Accuracy
 JA0520;SPC IN W     -   342,800.      949,130.      MT  (+/- 180 meters Scaled)
 JA0520
 JA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH418430(NAD 83)
 JA0520
 JA0520                          SUPERSEDED SURVEY CONTROL
 JA0520
 JA0520  NGVD 29 (??/??/92)  226.430  (m)          742.88   (f) ADJ UNCH    1 2
 JA0520
 JA0520.Superseded values are not recommended for survey control.
 JA0520
 JA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0520.See file dsdata.pdf to determine how the superseded data were derived.
 JA0520
 JA0520_MARKER: DB = BENCH MARK DISK
 JA0520_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JA0520_SP_SET: STONE FOOTING
 JA0520_STAMPING: W 327 1965
 JA0520_MARK LOGO: CGS
 JA0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0520
 JA0520  HISTORY     - Date     Condition        Report By
 JA0520  HISTORY     - 1965     MONUMENTED       CGS
 JA0520
 JA0520                          STATION DESCRIPTION
 JA0520
 JA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0520'2.5 MI E FROM TASWELL.
 JA0520'ABOUT 2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0520'OFFICE AT TASWELL, IN SECTION 21, T 2 S, R 1 W, 0.2 MILE WEST OF
 JA0520'MILEPOST 225, 4 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 JA0520'THE STONE FOOTING OF THE NORTH WALL AT THE WEST END OF A TUNNEL,
 JA0520'2 FEET EAST OF THE WEST END OF THE TUNNEL, ABOUT 1 FOOT ABOVE
 JA0520'THE LEVEL OF THE TUNNEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0588 ***********************************************************************
 JA0588  DESIGNATION -  W 328
 JA0588  PID         -  JA0588
 JA0588  STATE/COUNTY-  IN/DUBOIS
 JA0588  COUNTRY     -  US
 JA0588  USGS QUAD   -  VELPEN (2019)
 JA0588
 JA0588                         *CURRENT SURVEY CONTROL
 JA0588  ______________________________________________________________________
 JA0588* NAD 83(1986) POSITION- 38 19 05.     (N) 086 59 59.     (W)   SCALED
 JA0588* NAVD 88 ORTHO HEIGHT -   137.422 (meters)      450.86  (feet) ADJUSTED
 JA0588  ______________________________________________________________________
 JA0588  GEOID HEIGHT    -        -32.221 (meters)                     GEOID18
 JA0588  DYNAMIC HEIGHT  -        137.331 (meters)      450.56  (feet) COMP
 JA0588  MODELED GRAVITY -    979,960.8   (mgal)                       NAVD 88
 JA0588
 JA0588  VERT ORDER      -  FIRST     CLASS II
 JA0588
 JA0588.The horizontal coordinates were scaled from a map and have
 JA0588.an estimated accuracy of +/- 6 seconds.
 JA0588
 JA0588.The orthometric height was determined by differential leveling and
 JA0588.adjusted by the NATIONAL GEODETIC SURVEY
 JA0588.in June 1991.
 JA0588
 JA0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0588.GEOID18 height accuracy estimate available here.
 JA0588
 JA0588.Click photographs - Photos may exist for this station.
 JA0588
 JA0588.The dynamic height is computed by dividing the NAVD 88
 JA0588.geopotential number by the normal gravity value computed on the
 JA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0588.degrees latitude (g = 980.6199 gals.).
 JA0588
 JA0588.The modeled gravity was interpolated from observed gravity values.
 JA0588
 JA0588;                    North         East    Units  Estimated Accuracy
 JA0588;SPC IN W     -   340,800.      907,310.      MT  (+/- 180 meters Scaled)
 JA0588
 JA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH000411(NAD 83)
 JA0588
 JA0588                          SUPERSEDED SURVEY CONTROL
 JA0588
 JA0588  NGVD 29 (??/??/92)  137.532  (m)          451.22   (f) ADJ UNCH    1 2
 JA0588
 JA0588.Superseded values are not recommended for survey control.
 JA0588
 JA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0588.See file dsdata.pdf to determine how the superseded data were derived.
 JA0588
 JA0588_MARKER: DB = BENCH MARK DISK
 JA0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0588_STAMPING: W 328 1965
 JA0588_MARK LOGO: CGS
 JA0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0588+STABILITY: SURFACE MOTION
 JA0588
 JA0588  HISTORY     - Date     Condition        Report By
 JA0588  HISTORY     - 1965     MONUMENTED       CGS
 JA0588
 JA0588                          STATION DESCRIPTION
 JA0588
 JA0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0588'3 MI W FROM HUNTINGBURG.
 JA0588'ABOUT 3.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0588'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0588'30, T 2 S, R 6 W, 2 RAILS WEST OF THE WEST END OF A WOODEN
 JA0588'TRESTLE, 26 FEET NORTH AND ACROSS THE TRACK FROM MILEPOST 196,
 JA0588'10 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTHEAST
 JA0588'CORNER OF THE CONCRETE FOUNDATION OF A TELEPHONE BOX, ABOUT 3
 JA0588'FEET BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0531 ***********************************************************************
 HA0531  DESIGNATION -  W 329
 HA0531  PID         -  HA0531
 HA0531  STATE/COUNTY-  IN/PERRY
 HA0531  COUNTRY     -  US
 HA0531  USGS QUAD   -  TELL CITY (2019)
 HA0531
 HA0531                         *CURRENT SURVEY CONTROL
 HA0531  ______________________________________________________________________
 HA0531* NAD 83(1986) POSITION- 37 55 29.     (N) 086 45 13.     (W)   SCALED
 HA0531* NAVD 88 ORTHO HEIGHT -   136.673 (meters)      448.40  (feet) ADJUSTED
 HA0531  ______________________________________________________________________
 HA0531  GEOID HEIGHT    -        -31.901 (meters)                     GEOID18
 HA0531  DYNAMIC HEIGHT  -        136.576 (meters)      448.08  (feet) COMP
 HA0531  MODELED GRAVITY -    979,921.4   (mgal)                       NAVD 88
 HA0531
 HA0531  VERT ORDER      -  FIRST     CLASS II
 HA0531
 HA0531.The horizontal coordinates were scaled from a map and have
 HA0531.an estimated accuracy of +/- 6 seconds.
 HA0531
 HA0531.The orthometric height was determined by differential leveling and
 HA0531.adjusted by the NATIONAL GEODETIC SURVEY
 HA0531.in June 1991.
 HA0531
 HA0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0531.GEOID18 height accuracy estimate available here.
 HA0531
 HA0531.Click photographs - Photos may exist for this station.
 HA0531
 HA0531.The dynamic height is computed by dividing the NAVD 88
 HA0531.geopotential number by the normal gravity value computed on the
 HA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0531.degrees latitude (g = 980.6199 gals.).
 HA0531
 HA0531.The modeled gravity was interpolated from observed gravity values.
 HA0531
 HA0531;                    North         East    Units  Estimated Accuracy
 HA0531;SPC IN W     -   297,190.      928,990.      MT  (+/- 180 meters Scaled)
 HA0531
 HA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG216974(NAD 83)
 HA0531
 HA0531                          SUPERSEDED SURVEY CONTROL
 HA0531
 HA0531  NGVD 29 (??/??/92)  136.779  (m)          448.75   (f) ADJ UNCH    1 2
 HA0531
 HA0531.Superseded values are not recommended for survey control.
 HA0531
 HA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0531.See file dsdata.pdf to determine how the superseded data were derived.
 HA0531
 HA0531_MARKER: DB = BENCH MARK DISK
 HA0531_SETTING: 66 = SET IN ROCK OUTCROP
 HA0531_STAMPING: W 329 1965
 HA0531_MARK LOGO: CGS
 HA0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0531+STABILITY: POSITION/ELEVATION WELL
 HA0531
 HA0531  HISTORY     - Date     Condition        Report By
 HA0531  HISTORY     - 1965     MONUMENTED       CGS
 HA0531  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0531
 HA0531                          STATION DESCRIPTION
 HA0531
 HA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0531'1.2 MI NW FROM CANNELTON.
 HA0531'ABOUT 1.15 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0531'COUNTY COURTHOUSE AT CANNELTON, OR ABOUT 0.25 MILE SOUTH ALONG
 HA0531'MAIN STREET FROM THE POST OFFICE AT TELL CITY, THENCE 0.3 MILE EAST
 HA0531'ALONG WASHINGTON STREET, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 HA0531'HIGHWAY 66, IN SECTION 9, T 7 S, R 3 W, 54 FEET SOUTHWEST OF THE
 HA0531'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE
 HA0531'SOUTHWEST BANK OF THE HIGHWAY, 130 FEET SOUTHWEST AND ACROSS THE
 HA0531'HIGHWAY FROM THE SOUTHWEST BANK OF FENN HAVEN LAKE, 28 FEET NORTHWEST
 HA0531'OF THE SOUTHEAST END OF A LEDGE, 4 FEET SOUTHWEST OF THE NORTHEAST
 HA0531'EDGE OF THE LEDGE, ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HA0531
 HA0531                          STATION RECOVERY (2023)
 HA0531
 HA0531'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1752 ***********************************************************************
 JA1752  DESIGNATION -  W 33
 JA1752  PID         -  JA1752
 JA1752  STATE/COUNTY-  IN/HARRISON
 JA1752  COUNTRY     -  US
 JA1752  USGS QUAD   -  MAUCKPORT (2019)
 JA1752
 JA1752                         *CURRENT SURVEY CONTROL
 JA1752  ______________________________________________________________________
 JA1752* NAD 83(1997) POSITION- 38 03 45.48996(N) 086 08 44.87906(W)   ADJUSTED
 JA1752* NAVD 88 ORTHO HEIGHT -   178.70  (+/-2cm)      586.3   (feet) VERTCON3
 JA1752  ______________________________________________________________________
 JA1752  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 JA1752  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 JA1752  HORZ ORDER      -  SECOND
 JA1752  VERT ORDER      -  THIRD ? (See Below)
 JA1752
 JA1752.The horizontal coordinates were established by classical geodetic methods
 JA1752.and adjusted by the National Geodetic Survey in May 1999.
 JA1752
 JA1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1752
 JA1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1752.GEOID18 height accuracy estimate available here.
 JA1752
 JA1752.The vertical order pertains to the NGVD 29 superseded value.
 JA1752
 JA1752.Click photographs - Photos may exist for this station.
 JA1752
 JA1752.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1752
 JA1752. The following values were computed from the NAD 83(1997) position.
 JA1752
 JA1752;                    North         East     Units Scale Factor Converg.
 JA1752;SPC IN E     -   312,554.608    57,953.665   MT  0.99998843   -0 17 43.4
 JA1752;SPC IN E     - 1,025,439.58    190,136.32   sFT  0.99998843   -0 17 43.4
 JA1752;UTM  16      - 4,213,109.051   574,933.340   MT  0.99966915   +0 31 36.0
 JA1752
 JA1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1752!SPC IN E     -   0.99997713  x   0.99998843  =   0.99996556
 JA1752!UTM  16      -   0.99997713  x   0.99966915  =   0.99964629
 JA1752
 JA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7493313109(NAD 83)
 JA1752
 JA1752                          SUPERSEDED SURVEY CONTROL
 JA1752
 JA1752  NAD 83(1993)-  38 03 45.49026(N)    086 08 44.87928(W) AD(       ) 2
 JA1752  NAD 83(1986)-  38 03 45.49581(N)    086 08 44.88479(W) AD(       ) 2
 JA1752  NAD 27      -  38 03 45.23400(N)    086 08 44.99900(W) AD(       ) 2
 JA1752  NGVD 29             178.82   (m)          586.7    (f) LEVELING    3  
 JA1752
 JA1752.Superseded values are not recommended for survey control.
 JA1752
 JA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1752.See file dsdata.pdf to determine how the superseded data were derived.
 JA1752
 JA1752_MARKER: DB = BENCH MARK DISK
 JA1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1752_STAMPING: W 33 587 1937
 JA1752_MARK LOGO: USGS
 JA1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1752+STABILITY: SURFACE MOTION
 JA1752
 JA1752  HISTORY     - Date     Condition        Report By
 JA1752  HISTORY     - 1937     MONUMENTED       USGS
 JA1752  HISTORY     - 1947     GOOD             CGS
 JA1752  HISTORY     - 1968     GOOD             CGS
 JA1752
 JA1752                          STATION DESCRIPTION
 JA1752
 JA1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1752'THIS STATION IS LOCATED BY TRAVERSE FROM STATION BUCK.
 JA1752'
 JA1752'THIS STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF CENTRAL AND
 JA1752'ABOUT 4 MILES NORTHEAST OF MAUCKPORT. IT IS AT A DEFORMED-T
 JA1752'ROAD INTERSECTION NEAR THE CENTER OF SEC. 24, T. 5 S., R. 3 E., 20
 JA1752'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, AND 12
 JA1752'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD. THE MARK IS A STANDARD
 JA1752'GEOLOGICAL SURVEY BENCH MARK STAMPED W 33 587 1937 AND SET IN THE
 JA1752'TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 JA1752'GROUND.  THE FIGURES 587 INDICATE THE ELEVATION ABOVE SEA LEVEL.
 JA1752'TRIANGULATION STATION BUCK CONNECTED TO THIS STATION BY A
 JA1752'SECOND-ORDER TRAVERSE WHICH DETERMINED THAT THIS GEOLOGICAL SURVEY
 JA1752'STATION IS 48.778 METERS, 160.03 FEET, ABOUT WEST OF THE
 JA1752'TRIANGULATION STATION.
 JA1752'
 JA1752'TO REACH THE STATION FROM THE T-INTERSECTION OF ASPHALT-SURFACED
 JA1752'ROADS IN THE VILLAGE OF CENTRAL, GO SOUTH ON STATE HIGHWAY 135
 JA1752'FOR 1.0 MILE AND TURN LEFT ONTO A GRAVEL ROAD, THENCE EAST 0.8 MILE
 JA1752'AND TURN RIGHT, THENCE SOUTH 1.1 MILES AND BEAR LEFT AT A
 JA1752'FORK, THENCE SOUTHERLY 0.15 MILE AND BEAR RIGHT AT SECOND FORK,
 JA1752'THENCE SOUTH 0.4 MILE TO THE STATION.
 JA1752
 JA1752                          STATION RECOVERY (1968)
 JA1752
 JA1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JA1752'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. DUE TO THE
 JA1752'CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL DESCRIPTION
 JA1752'IS NO LONGER COMPLETELY ADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 JA1752'DESCRIPTION.
 JA1752'
 JA1752'THE MARK IS LOCATED ABOUT 4 MILES NORTHEAST OF MAUCKPORT, 2-1/2 MILES
 JA1752'SOUTH-SOUTHEAST OF CENTRAL AND IN THE NORTHWEST ANGLE OF A T ROAD
 JA1752'INTERSECTION.
 JA1752'
 JA1752'TO REACH THE MARK FROM THE CROSSROAD IN THE SMALL COMMUNITY OF
 JA1752'CENTRAL, GO SOUTHERLY ON EXISTING STATE ROUTE 135 FOR 0.1 OF A
 JA1752'MILE TO A SMALL POST OFFICE ON THE RIGHT, CONTINUE SOUTHERLY ON STATE
 JA1752'ROUTE 135 FOR 0.9 OF A MILE TO AN OILED T ROAD LEFT. HERE
 JA1752'TURN LEFT AND GO EAST ON THE OILED ROAD FOR 0.8 OF A MILE TO A
 JA1752'GRAVELED T ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON THE
 JA1752'GRAVELED ROAD FOR 1.1 MILES TO A FORK. HERE KEEP THE LEFT FORK AND GO
 JA1752'SOUTH-SOUTHEASTERLY FOR 0.15 OF A MILE TO A
 JA1752'FORK, KEEP THE RIGHT FORK AND CONTINUE SOUTHERLY ON A GRAVELED ROAD
 JA1752'0.4 OF A MILE TO A GRAVELED T ROAD RIGHT, THE FARM HOME OF MR.
 JA1752'WIB WISEMAN ON THE LEFT AND THE MARK IN THE NORTHWEST ANGLE
 JA1752'AS DESCRIBED.
 JA1752'
 JA1752'THE MARK IS 160.03 FEET - 48.778 METERS WEST AND ACROSS A GRAVELED
 JA1752'ROAD FROM THE BUCK 1947 TRIANGULATION STATION SITE, 47.5 FEET
 JA1752'SOUTH-SOUTHEAST OF A GUYED UTILITY AND TRANSFORMER POLE, 27 FEET
 JA1752'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED T ROAD LEADING
 JA1752'WEST, 14 FEET WEST OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH
 JA1752'GRAVELED ROAD, 10 FEET NORTHEAST OF A 14-INCH RED CEDAR TREE,
 JA1752'AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN. IT IS A
 JA1752'STANDARD USGS BENCH MARK DISK SET IN THE TOP OF AN 8-INCH,
 JA1752'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 12 INCHES AND THE
 JA1752'DISK IS STAMPED W 33 1937 587.
 JA1752'
 JA1752'A SECOND-ORDER TRAVERSE CONNECTION WAS MADE BETWEEN THIS MARK AND
 JA1752'TRIANGULATION BUCK 1947 IN 1947. THE MEASURED DISTANCE BEING
 JA1752'160.03 FEET - 48.778 METERS.
 JA1752'
 JA1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 JA1752'SOUTH-SOUTHEAST OF CENTRAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1147 ***********************************************************************
 JA1147  DESIGNATION -  W 330
 JA1147  PID         -  JA1147
 JA1147  STATE/COUNTY-  IN/GIBSON
 JA1147  COUNTRY     -  US
 JA1147  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1147
 JA1147                         *CURRENT SURVEY CONTROL
 JA1147  ______________________________________________________________________
 JA1147* NAD 83(1986) POSITION- 38 22 56.     (N) 087 41 45.     (W)   SCALED
 JA1147* NAVD 88 ORTHO HEIGHT -   120.501 (meters)      395.34  (feet) ADJUSTED
 JA1147  ______________________________________________________________________
 JA1147  GEOID HEIGHT    -        -31.342 (meters)                     GEOID18
 JA1147  DYNAMIC HEIGHT  -        120.423 (meters)      395.09  (feet) COMP
 JA1147  MODELED GRAVITY -    979,981.8   (mgal)                       NAVD 88
 JA1147
 JA1147  VERT ORDER      -  FIRST     CLASS II
 JA1147
 JA1147.The horizontal coordinates were scaled from a map and have
 JA1147.an estimated accuracy of +/- 6 seconds.
 JA1147
 JA1147.The orthometric height was determined by differential leveling and
 JA1147.adjusted by the NATIONAL GEODETIC SURVEY
 JA1147.in June 1991.
 JA1147
 JA1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1147.GEOID18 height accuracy estimate available here.
 JA1147
 JA1147.Click photographs - Photos may exist for this station.
 JA1147
 JA1147.The dynamic height is computed by dividing the NAVD 88
 JA1147.geopotential number by the normal gravity value computed on the
 JA1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1147.degrees latitude (g = 980.6199 gals.).
 JA1147
 JA1147.The modeled gravity was interpolated from observed gravity values.
 JA1147
 JA1147;                    North         East    Units  Estimated Accuracy
 JA1147;SPC IN W     -   348,100.      846,490.      MT  (+/- 180 meters Scaled)
 JA1147
 JA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH392484(NAD 83)
 JA1147
 JA1147                          SUPERSEDED SURVEY CONTROL
 JA1147
 JA1147  NGVD 29 (??/??/92)  120.637  (m)          395.79   (f) ADJ UNCH    1 2
 JA1147
 JA1147.Superseded values are not recommended for survey control.
 JA1147
 JA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1147.See file dsdata.pdf to determine how the superseded data were derived.
 JA1147
 JA1147_MARKER: DB = BENCH MARK DISK
 JA1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1147_STAMPING: W 330 1965
 JA1147_MARK LOGO: CGS
 JA1147_PROJECTION: PROJECTING 15 CENTIMETERS
 JA1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1147+STABILITY: SURFACE MOTION
 JA1147
 JA1147  HISTORY     - Date     Condition        Report By
 JA1147  HISTORY     - 1965     MONUMENTED       CGS
 JA1147
 JA1147                          STATION DESCRIPTION
 JA1147
 JA1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1147'3.3 MI E FROM MT CARMEL.
 JA1147'ABOUT 0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE STATE HIGHWAY
 JA1147'64 HIGHWAY BRIDGE OVER THE WABASH RIVER AT MT. CARMEL, ILLINOIS
 JA1147'THENCE 3.1 MILES EAST ALONG THE SOUTHERN RAILWAY, IN SECTION 36,
 JA1147'T 1 S, R 12 W, 57 FEET NORTHEAST OF THE CENTER OF A CROSSING OF
 JA1147'THE RAILROAD AND A PRIVATE ROAD, 51 FEET NORTHEAST OF THE NORTHEAST
 JA1147'RAIL, 69 FEET NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 154/22,
 JA1147'23 FEET NORTHWEST OF THE CENTER OF A DIM TRACK ROAD, 6 FEET
 JA1147'SOUTH OF A 6-INCH OAK TREE, ABOUT 10 FEET BELOW THE LEVEL OF THE
 JA1147'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0993 ***********************************************************************
 JA0993  DESIGNATION -  W 331
 JA0993  PID         -  JA0993
 JA0993  STATE/COUNTY-  IN/PIKE
 JA0993  COUNTRY     -  US
 JA0993  USGS QUAD   -  WINSLOW (2019)
 JA0993
 JA0993                         *CURRENT SURVEY CONTROL
 JA0993  ______________________________________________________________________
 JA0993* NAD 83(1986) POSITION- 38 22 33.     (N) 087 09 58.     (W)   SCALED
 JA0993* NAVD 88 ORTHO HEIGHT -   130.923 (meters)      429.54  (feet) ADJUSTED
 JA0993  ______________________________________________________________________
 JA0993  GEOID HEIGHT    -        -32.030 (meters)                     GEOID18
 JA0993  DYNAMIC HEIGHT  -        130.837 (meters)      429.25  (feet) COMP
 JA0993  MODELED GRAVITY -    979,969.1   (mgal)                       NAVD 88
 JA0993
 JA0993  VERT ORDER      -  FIRST     CLASS II
 JA0993
 JA0993.The horizontal coordinates were scaled from a map and have
 JA0993.an estimated accuracy of +/- 6 seconds.
 JA0993
 JA0993.The orthometric height was determined by differential leveling and
 JA0993.adjusted by the NATIONAL GEODETIC SURVEY
 JA0993.in June 1991.
 JA0993
 JA0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0993.GEOID18 height accuracy estimate available here.
 JA0993
 JA0993.Click photographs - Photos may exist for this station.
 JA0993
 JA0993.The dynamic height is computed by dividing the NAVD 88
 JA0993.geopotential number by the normal gravity value computed on the
 JA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0993.degrees latitude (g = 980.6199 gals.).
 JA0993
 JA0993.The modeled gravity was interpolated from observed gravity values.
 JA0993
 JA0993;                    North         East    Units  Estimated Accuracy
 JA0993;SPC IN W     -   347,210.      892,770.      MT  (+/- 180 meters Scaled)
 JA0993
 JA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH854475(NAD 83)
 JA0993
 JA0993                          SUPERSEDED SURVEY CONTROL
 JA0993
 JA0993  NGVD 29 (??/??/92)  131.041  (m)          429.92   (f) ADJ UNCH    1 2
 JA0993
 JA0993.Superseded values are not recommended for survey control.
 JA0993
 JA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0993.See file dsdata.pdf to determine how the superseded data were derived.
 JA0993
 JA0993_MARKER: DB = BENCH MARK DISK
 JA0993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0993_STAMPING: W 331 1965
 JA0993_MARK LOGO: CGS
 JA0993_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0993
 JA0993  HISTORY     - Date     Condition        Report By
 JA0993  HISTORY     - 1965     MONUMENTED       CGS
 JA0993
 JA0993                          STATION DESCRIPTION
 JA0993
 JA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0993'3.5 MI E FROM WINSLOW.
 JA0993'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST
 JA0993'OFFICE AT WINSLOW, THENCE 3.0 MILES EAST ALONG THE SOUTHERN
 JA0993'RAILWAY, IN SECTION 2, T 2 S, R 7 W, 9 POSTS WEST OF MILEPOST
 JA0993'186, 10 1/2 RAILS WEST OF THE WEST END OF A RAILROAD TRESTLE,
 JA0993'41 FEET SOUTH OF THE SOUTH RAIL, 80 FEET SOUTHWEST AND ACROSS THE
 JA0993'TRACK FROM TELEPHONE POLE NUMBER 17D, 55 FEET SOUTH AND ACROSS
 JA0993'THE TRACK FROM A BATTERY BOX, 35 1/2 FEET NORTHWEST OF A 36-INCH
 JA0993'OAK TREE, 7 1/2 FEET NORTH OF A GUM TREE, 1.5 FEET SOUTH OF A
 JA0993'METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE RAILS,
 JA0993'BRAZED ON THE TOP OF A 3-INCH IRON PIPE AND PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0256 ***********************************************************************
 MD0256  DESIGNATION -  W 332
 MD0256  PID         -  MD0256
 MD0256  STATE/COUNTY-  IN/ALLEN
 MD0256  COUNTRY     -  US
 MD0256  USGS QUAD   -  MAPLES (2019)
 MD0256
 MD0256                         *CURRENT SURVEY CONTROL
 MD0256  ______________________________________________________________________
 MD0256* NAD 83(1986) POSITION- 41 04 24.1    (N) 084 54 15.5    (W)   HD_HELD2
 MD0256* NAVD 88 ORTHO HEIGHT -   233.477 (meters)      766.00  (feet) ADJUSTED
 MD0256  ______________________________________________________________________
 MD0256  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 MD0256  DYNAMIC HEIGHT  -        233.382 (meters)      765.69  (feet) COMP
 MD0256  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 MD0256
 MD0256  VERT ORDER      -  FIRST     CLASS I
 MD0256
 MD0256.The horizontal coordinates were established by autonomous hand held GPS
 MD0256.observations and have an estimated accuracy of +/- 10 meters.
 MD0256
 MD0256.The orthometric height was determined by differential leveling and
 MD0256.adjusted by the NATIONAL GEODETIC SURVEY
 MD0256.in June 1991.
 MD0256
 MD0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0256.GEOID18 height accuracy estimate available here.
 MD0256
 MD0256.Click photographs - Photos may exist for this station.
 MD0256
 MD0256.The dynamic height is computed by dividing the NAVD 88
 MD0256.geopotential number by the normal gravity value computed on the
 MD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0256.degrees latitude (g = 980.6199 gals.).
 MD0256
 MD0256.The modeled gravity was interpolated from observed gravity values.
 MD0256
 MD0256;                    North         East    Units  Estimated Accuracy
 MD0256;SPC IN E     -   646,985.      164,068.      MT  (+/- 10 meters HH2 GPS)
 MD0256
 MD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7606049016(NAD 83)
 MD0256
 MD0256                          SUPERSEDED SURVEY CONTROL
 MD0256
 MD0256  NGVD 29 (01/19/93)  233.634  (m)          766.51   (f) ADJUSTED    1 1
 MD0256  NGVD 29 (??/??/92)  233.634  (m)          766.51   (f) SUPERSEDED  1 1
 MD0256
 MD0256.Superseded values are not recommended for survey control.
 MD0256
 MD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0256.See file dsdata.pdf to determine how the superseded data were derived.
 MD0256
 MD0256_MARKER: DB = BENCH MARK DISK
 MD0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0256_STAMPING: W 332 1968
 MD0256_MARK LOGO: CGS
 MD0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0256+STABILITY: SURFACE MOTION
 MD0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0256+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0256
 MD0256  HISTORY     - Date     Condition        Report By
 MD0256  HISTORY     - 1968     MONUMENTED       CGS
 MD0256  HISTORY     - 19921019 GOOD             NGS
 MD0256
 MD0256                          STATION DESCRIPTION
 MD0256
 MD0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0256'5.9 MI E FROM NEW HAVEN.
 MD0256'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0256'OF U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, AT THE INTERSECTION
 MD0256'OF ROUSEY ROAD, 133 FEET SOUTH OF THE SOUTH RAIL OF THE NORFOLK AND
 MD0256'WESTERN RAILWAY, 82 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MD0256'20 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 MD0256'SOUTHEAST OF POWER LINE POLE 1211 8, 1 1/2 FEET NORTHEAST OF A
 MD0256'CONCRETE RIGHT-OF-WAY MARKER, 2.6 FEET SOUTH OF A METAL WITNESS
 MD0256'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 MD0256'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MD0256'GROUND.  IN SECTION 11, R 14 E, T 30 N.
 MD0256
 MD0256                          STATION RECOVERY (1992)
 MD0256
 MD0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0256'9.5 KM (5.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0256'U.S. HIGHWAY 24 IN NEW HAVEN, 40.5 M (132.9 FT) SOUTH OF THE NEAR
 MD0256'RAIL OF THE NORFOLK SOUTHERN RAILROAD, 25.3 M (83.0 FT) NORTH OF THE
 MD0256'HIGHWAY CENTERLINE, 10.8 M (35.4 FT) SOUTH OF UTILITY POLE NUMBER
 MD0256'1211 4X, 6.1 M (20.0 FT) WEST OF THE ROAD CENTER, 0.6 M (2.0 FT)
 MD0256'SOUTH-SOUTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST OF A
 MD0256'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 MD0256'THE MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0648 ***********************************************************************
 MD0648  DESIGNATION -  W 333
 MD0648  PID         -  MD0648
 MD0648  STATE/COUNTY-  IN/ALLEN
 MD0648  COUNTRY     -  US
 MD0648  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0648
 MD0648                         *CURRENT SURVEY CONTROL
 MD0648  ______________________________________________________________________
 MD0648* NAD 83(1986) POSITION- 41 04 48.     (N) 085 12 06.     (W)   SCALED
 MD0648* NAVD 88 ORTHO HEIGHT -   246.437 (meters)      808.52  (feet) ADJUSTED
 MD0648  ______________________________________________________________________
 MD0648  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 MD0648  DYNAMIC HEIGHT  -        246.340 (meters)      808.20  (feet) COMP
 MD0648  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 MD0648
 MD0648  VERT ORDER      -  FIRST     CLASS I
 MD0648
 MD0648.The horizontal coordinates were scaled from a map and have
 MD0648.an estimated accuracy of +/- 6 seconds.
 MD0648
 MD0648.The orthometric height was determined by differential leveling and
 MD0648.adjusted by the NATIONAL GEODETIC SURVEY
 MD0648.in June 1991.
 MD0648
 MD0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0648.GEOID18 height accuracy estimate available here.
 MD0648
 MD0648.Click photographs - Photos may exist for this station.
 MD0648
 MD0648.The dynamic height is computed by dividing the NAVD 88
 MD0648.geopotential number by the normal gravity value computed on the
 MD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0648.degrees latitude (g = 980.6199 gals.).
 MD0648
 MD0648.The modeled gravity was interpolated from observed gravity values.
 MD0648
 MD0648;                    North         East    Units  Estimated Accuracy
 MD0648;SPC IN E     -   647,550.      139,070.      MT  (+/- 180 meters Scaled)
 MD0648
 MD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL510491(NAD 83)
 MD0648
 MD0648                          SUPERSEDED SURVEY CONTROL
 MD0648
 MD0648  NGVD 29 (01/19/93)  246.598  (m)          809.05   (f) ADJUSTED    1 1
 MD0648  NGVD 29 (??/??/92)  246.598  (m)          809.05   (f) SUPERSEDED  1 1
 MD0648
 MD0648.Superseded values are not recommended for survey control.
 MD0648
 MD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0648.See file dsdata.pdf to determine how the superseded data were derived.
 MD0648
 MD0648_MARKER: DB = BENCH MARK DISK
 MD0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0648_STAMPING: W 333 1968
 MD0648_MARK LOGO: CGS
 MD0648_PROJECTION: FLUSH
 MD0648_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0648+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0648_ROD/PIPE-DEPTH: 7.0 meters
 MD0648
 MD0648  HISTORY     - Date     Condition        Report By
 MD0648  HISTORY     - 1968     MONUMENTED       CGS
 MD0648  HISTORY     - 19921010 GOOD             NGS
 MD0648
 MD0648                          STATION DESCRIPTION
 MD0648
 MD0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0648'3.4 MI NW FROM FORT WAYNE.
 MD0648'ABOUT 3.35 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0648'THE STATION AT FORT WAYNE, IN SECTION 5, R 12 E, T 30 N, ABOUT
 MD0648'7 1/2 RAILS NORTHWEST OF MILEPOST 323, AT THE CROSSING OF THOMAS
 MD0648'ROAD, 50.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND
 MD0648'TRACK, 39 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.1
 MD0648'FEET NORTHWEST OF THE SOUTHEAST ONE OF TWO CORNER IN THE CHAIN
 MD0648'LINK FENCE AROUND THE DAILEY ASPHALT PRODUCTS COMPANY PLANT, 0.5
 MD0648'FOOT NORTHEAST OF THE FENCE LINE, 0.4 FOOT NORTHEAST OF A METAL
 MD0648'WITNESS POST, 2 FEET COATED STEEL ROAD PROJECTING 2 INCHES
 MD0648'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 MD0648'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 MD0648'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 23 FEET.
 MD0648
 MD0648                          STATION RECOVERY (1992)
 MD0648
 MD0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0648'IN FORT WAYNE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND THOMAS
 MD0648'ROAD, 15.4 M (50.5 FT) SOUTHWEST OF THE NEAR RAIL, 11.9 M (39.0 FT)
 MD0648'WEST OF THE ROAD CENTERLINE, 1.0 M (3.3 FT) NORTHWEST OF A UTILITY
 MD0648'LIGHT POLE, 0.7 M (2.3 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 MD0648'A CHAIN-LINK FENCE ENCLOSING THE S.E. JOHNSON STONE COMPANY, 0.3 M
 MD0648'(1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.1 M (0.3 FT) SOUTHEAST OF A
 MD0648'FENCE, AND 0.1 M (0.3 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 MD0648'DISK IS ENCASED IN A 4-INCH METAL PIPE AND RECESSED 0.04 M (0.13 FT)
 MD0648'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1252 ***********************************************************************
 MD1252  DESIGNATION -  W 334
 MD1252  PID         -  MD1252
 MD1252  STATE/COUNTY-  IN/KOSCIUSKO
 MD1252  COUNTRY     -  US
 MD1252  USGS QUAD   -  WARSAW (2019)
 MD1252
 MD1252                         *CURRENT SURVEY CONTROL
 MD1252  ______________________________________________________________________
 MD1252* NAD 83(1986) POSITION- 41 14 11.     (N) 085 52 27.     (W)   SCALED
 MD1252* NAVD 88 ORTHO HEIGHT -   251.684 (meters)      825.73  (feet) ADJUSTED
 MD1252  ______________________________________________________________________
 MD1252  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 MD1252  DYNAMIC HEIGHT  -        251.577 (meters)      825.38  (feet) COMP
 MD1252  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 MD1252
 MD1252  VERT ORDER      -  FIRST     CLASS I
 MD1252
 MD1252.The horizontal coordinates were scaled from a map and have
 MD1252.an estimated accuracy of +/- 6 seconds.
 MD1252
 MD1252.The orthometric height was determined by differential leveling and
 MD1252.adjusted by the NATIONAL GEODETIC SURVEY
 MD1252.in June 1991.
 MD1252
 MD1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1252.GEOID18 height accuracy estimate available here.
 MD1252
 MD1252.Click photographs - Photos may exist for this station.
 MD1252
 MD1252.The dynamic height is computed by dividing the NAVD 88
 MD1252.geopotential number by the normal gravity value computed on the
 MD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1252.degrees latitude (g = 980.6199 gals.).
 MD1252
 MD1252.The modeled gravity was interpolated from observed gravity values.
 MD1252
 MD1252;                    North         East    Units  Estimated Accuracy
 MD1252;SPC IN E     -   664,830.       82,610.      MT  (+/- 180 meters Scaled)
 MD1252
 MD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL943656(NAD 83)
 MD1252
 MD1252                          SUPERSEDED SURVEY CONTROL
 MD1252
 MD1252  NGVD 29 (??/??/92)  251.816  (m)          826.17   (f) ADJ UNCH    1 1
 MD1252
 MD1252.Superseded values are not recommended for survey control.
 MD1252
 MD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1252.See file dsdata.pdf to determine how the superseded data were derived.
 MD1252
 MD1252_MARKER: DB = BENCH MARK DISK
 MD1252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1252_SP_SET: TOWER BASE
 MD1252_STAMPING: W 334 1968
 MD1252_MARK LOGO: CGS
 MD1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1252
 MD1252  HISTORY     - Date     Condition        Report By
 MD1252  HISTORY     - 1968     MONUMENTED       CGS
 MD1252  HISTORY     - 1984     GOOD             USPSQD
 MD1252  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1252
 MD1252                          STATION DESCRIPTION
 MD1252
 MD1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1252'0.8 MI NW FROM WARSAW.
 MD1252'ABOUT 0.8 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 MD1252'STATION AT WARSAW, ABOUT 0.1 MILE EAST OF MILEPOST 360, ABOUT
 MD1252'65 YARDS NORTH OF THE MAIN WESTBOUND TRACK, AT ABOUT THE HIGHEST
 MD1252'POINT IN THE VICINITY, SET ON THE TOP OF THE NORTHWEST EDGE OF
 MD1252'THE THREE CORNERED CONCRETE BASE SUPPORTING A 325 FEET HIGH
 MD1252'MICROWAVE TOWER OF THE TELEPHONE COMPANY, ABOUT LEVEL WITH THE
 MD1252'GROUND AND 6 FEET ABOVE THE LEVEL OF THE TRACK.
 MD1252
 MD1252                          STATION RECOVERY (1984)
 MD1252
 MD1252'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD1252'ADDITIONAL: MARK IS SET IN THE BASE OF THE SOUTH EAST TOWER OF TWO
 MD1252'TOWERS.
 MD1252
 MD1252                          STATION RECOVERY (1992)
 MD1252
 MD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1252'THE TOWER AND FOOTING HAVE BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1023 ***********************************************************************
 ME1023  DESIGNATION -  W 335
 ME1023  PID         -  ME1023
 ME1023  STATE/COUNTY-  IN/LAKE
 ME1023  COUNTRY     -  US
 ME1023  USGS QUAD   -  WHITING (2019)
 ME1023
 ME1023                         *CURRENT SURVEY CONTROL
 ME1023  ______________________________________________________________________
 ME1023* NAD 83(1986) POSITION- 41 39 27.     (N) 087 27 22.     (W)   SCALED
 ME1023* NAVD 88 ORTHO HEIGHT -   179.511 (meters)      588.95  (feet) ADJUSTED
 ME1023  ______________________________________________________________________
 ME1023  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 ME1023  DYNAMIC HEIGHT  -        179.446 (meters)      588.73  (feet) COMP
 ME1023  MODELED GRAVITY -    980,261.3   (mgal)                       NAVD 88
 ME1023
 ME1023  VERT ORDER      -  FIRST     CLASS I
 ME1023
 ME1023.The horizontal coordinates were scaled from a map and have
 ME1023.an estimated accuracy of +/- 6 seconds.
 ME1023
 ME1023.The orthometric height was determined by differential leveling and
 ME1023.adjusted by the NATIONAL GEODETIC SURVEY
 ME1023.in June 1991.
 ME1023
 ME1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1023.GEOID18 height accuracy estimate available here.
 ME1023
 ME1023.Click photographs - Photos may exist for this station.
 ME1023
 ME1023.The dynamic height is computed by dividing the NAVD 88
 ME1023.geopotential number by the normal gravity value computed on the
 ME1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1023.degrees latitude (g = 980.6199 gals.).
 ME1023
 ME1023.The modeled gravity was interpolated from observed gravity values.
 ME1023
 ME1023;                    North         East    Units  Estimated Accuracy
 ME1023;SPC IN W     -   711,650.      868,950.      MT  (+/- 180 meters Scaled)
 ME1023
 ME1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM620118(NAD 83)
 ME1023
 ME1023                          SUPERSEDED SURVEY CONTROL
 ME1023
 ME1023  NGVD 29 (??/??/92)  179.620  (m)          589.30   (f) ADJ UNCH    1 1
 ME1023
 ME1023.Superseded values are not recommended for survey control.
 ME1023
 ME1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1023.See file dsdata.pdf to determine how the superseded data were derived.
 ME1023
 ME1023_MARKER: DB = BENCH MARK DISK
 ME1023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1023_SP_SET: ABUTMENT
 ME1023_STAMPING: W 335 1968
 ME1023_MARK LOGO: CGS
 ME1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1023+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1023
 ME1023  HISTORY     - Date     Condition        Report By
 ME1023  HISTORY     - 1968     MONUMENTED       CGS
 ME1023  HISTORY     - 19920806 GOOD             NGS
 ME1023
 ME1023                          STATION DESCRIPTION
 ME1023
 ME1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1023'0.6 MI NW FROM INDIANA HARBOR.
 ME1023'ABOUT 0.6 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1023'CROSSING OF MICHIGAN AVENUE AT INDIANA HARBOR, IN SECTION 16,
 ME1023'R 9 W, T 37 N, SET ON THE TOP OF THE SOUTHWEST END OF THE
 ME1023'NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD DRAWBRIDGE OVER
 ME1023'INDIANA HARBOR CANAL, 9.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ME1023'OF THE SOUTHWEST TRACK AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 ME1023
 ME1023                          STATION RECOVERY (1992)
 ME1023
 ME1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1023'4.3 KM (2.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 912 FROM THE
 ME1023'JUNCTION OF U.S. HIGHWAY 12 IN GARY, THENCE 1.1 KM (0.70 MI)
 ME1023'NORTHWESTERLY ALONG RILEY ROAD, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY
 ME1023'ALONG AN ABANDONED ROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF
 ME1023'THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF AN ABANDONED RAILROAD
 ME1023'BRIDGE (BRIDGE AND TRACK REMOVED), AND 6.3 M (20.7 FT) SOUTHWEST OF
 ME1023'AND LEVEL WITH THE RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2147 ***********************************************************************
 ME2147  DESIGNATION -  W 349
 ME2147  PID         -  ME2147
 ME2147  STATE/COUNTY-  IN/PORTER
 ME2147  COUNTRY     -  US
 ME2147  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2147
 ME2147                         *CURRENT SURVEY CONTROL
 ME2147  ______________________________________________________________________
 ME2147* NAD 83(1986) POSITION- 41 40 58.     (N) 086 57 36.     (W)   SCALED
 ME2147* NAVD 88 ORTHO HEIGHT -   188.589 (meters)      618.73  (feet) ADJUSTED
 ME2147  ______________________________________________________________________
 ME2147  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 ME2147  DYNAMIC HEIGHT  -        188.521 (meters)      618.51  (feet) COMP
 ME2147  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 ME2147
 ME2147  VERT ORDER      -  FIRST     CLASS II
 ME2147
 ME2147.The horizontal coordinates were scaled from a map and have
 ME2147.an estimated accuracy of +/- 6 seconds.
 ME2147
 ME2147.The orthometric height was determined by differential leveling and
 ME2147.adjusted by the NATIONAL GEODETIC SURVEY
 ME2147.in June 1991.
 ME2147
 ME2147.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2147.GEOID18 height accuracy estimate available here.
 ME2147
 ME2147.Click photographs - Photos may exist for this station.
 ME2147
 ME2147.The dynamic height is computed by dividing the NAVD 88
 ME2147.geopotential number by the normal gravity value computed on the
 ME2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2147.degrees latitude (g = 980.6199 gals.).
 ME2147
 ME2147.The modeled gravity was interpolated from observed gravity values.
 ME2147
 ME2147;                    North         East    Units  Estimated Accuracy
 ME2147;SPC IN W     -   714,390.      910,270.      MT  (+/- 180 meters Scaled)
 ME2147
 ME2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM033145(NAD 83)
 ME2147
 ME2147                          SUPERSEDED SURVEY CONTROL
 ME2147
 ME2147  NGVD 29 (01/19/93)  188.695  (m)          619.08   (f) ADJUSTED    1 2
 ME2147
 ME2147.Superseded values are not recommended for survey control.
 ME2147
 ME2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2147.See file dsdata.pdf to determine how the superseded data were derived.
 ME2147
 ME2147_MARKER: I = METAL ROD
 ME2147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2147_STAMPING: W 349 1985
 ME2147_MARK LOGO: NGS
 ME2147_PROJECTION: FLUSH
 ME2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2147_ROD/PIPE-DEPTH: 13.4 meters
 ME2147
 ME2147  HISTORY     - Date     Condition        Report By
 ME2147  HISTORY     - 1985     MONUMENTED       NGS
 ME2147
 ME2147                          STATION DESCRIPTION
 ME2147
 ME2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2147'6.7 KM (4.15 MI) SW FROM MICHIGAN CITY.
 ME2147'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2147'COURTHOUSE IN MICHIGAN CITY, 43.4 M (142.4 FT) SOUTHEAST OF THE
 ME2147'CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT) WEST OF THE CENTERLINE OF
 ME2147'STATE HIGHWAY 520, 7.1 M (23.3 FT) NORTH OF THE NORTHEAST CORNER OF A
 ME2147'CHAIN LINK FENCE, AND 2.1 M (6.9 FT) NORTHWEST OF UTILITY POLE NUMBER
 ME2147'239 016.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2147'CAP.
 ME2147'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 ME2147'THE MARK IS ABOVE LEVEL WITH THE STATE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0767 ***********************************************************************
 LA0767  DESIGNATION -  W 35
 LA0767  PID         -  LA0767
 LA0767  STATE/COUNTY-  IN/HUNTINGTON
 LA0767  COUNTRY     -  US
 LA0767  USGS QUAD   -  MAJENICA (2019)
 LA0767
 LA0767                         *CURRENT SURVEY CONTROL
 LA0767  ______________________________________________________________________
 LA0767* NAD 83(1986) POSITION- 40 51 17.     (N) 085 24 47.     (W)   SCALED
 LA0767* NAVD 88 ORTHO HEIGHT -   246.613 (meters)      809.10  (feet) ADJUSTED
 LA0767  ______________________________________________________________________
 LA0767  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 LA0767  DYNAMIC HEIGHT  -        246.497 (meters)      808.72  (feet) COMP
 LA0767  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 LA0767
 LA0767  VERT ORDER      -  SECOND    CLASS 0
 LA0767
 LA0767.The horizontal coordinates were scaled from a map and have
 LA0767.an estimated accuracy of +/- 6 seconds.
 LA0767
 LA0767.The orthometric height was determined by differential leveling and
 LA0767.adjusted by the NATIONAL GEODETIC SURVEY
 LA0767.in June 1991.
 LA0767
 LA0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0767.GEOID18 height accuracy estimate available here.
 LA0767
 LA0767.Click photographs - Photos may exist for this station.
 LA0767
 LA0767.The dynamic height is computed by dividing the NAVD 88
 LA0767.geopotential number by the normal gravity value computed on the
 LA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0767.degrees latitude (g = 980.6199 gals.).
 LA0767
 LA0767.The modeled gravity was interpolated from observed gravity values.
 LA0767
 LA0767;                    North         East    Units  Estimated Accuracy
 LA0767;SPC IN E     -   622,460.      121,380.      MT  (+/- 180 meters Scaled)
 LA0767
 LA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL337238(NAD 83)
 LA0767
 LA0767                          SUPERSEDED SURVEY CONTROL
 LA0767
 LA0767  NGVD 29 (??/??/92)  246.746  (m)          809.53   (f) ADJ UNCH    2 0
 LA0767
 LA0767.Superseded values are not recommended for survey control.
 LA0767
 LA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0767.See file dsdata.pdf to determine how the superseded data were derived.
 LA0767
 LA0767_MARKER: DB = BENCH MARK DISK
 LA0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0767_STAMPING: W 35 1934
 LA0767_MARK LOGO: CGS
 LA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0767+STABILITY: SURFACE MOTION
 LA0767
 LA0767  HISTORY     - Date     Condition        Report By
 LA0767  HISTORY     - 1934     MONUMENTED       CGS
 LA0767  HISTORY     - 1952     MARK NOT FOUND   CGS
 LA0767  HISTORY     - 1965     MARK NOT FOUND   CGS
 LA0767
 LA0767                          STATION DESCRIPTION
 LA0767
 LA0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LA0767'4.5 MI E FROM HUNTINGTON.
 LA0767'4.5 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0767'HUNTINGTON, HUNTINGTON COUNTY, 45 FEET SOUTHWEST ACROSS THE
 LA0767'TRACK FROM MILEPOST M 122, 150 FEET NORTHWEST OF A TWO-STORY
 LA0767'FRAME WAREHOUSE, AT A GRAVEL-ROAD CROSSING, 15 FEET WEST OF THE
 LA0767'CENTERLINE OF THE GRAVEL ROAD, AND 2.5 FEET LOWER THAN THE TRACK.
 LA0767'A STANDARD DISK, STAMPED W 35 1934 AND SET IN THE TOP OF A
 LA0767'CONCRETE POST.
 LA0767
 LA0767                          STATION RECOVERY (1965)
 LA0767
 LA0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1666 ***********************************************************************
 KA1666  DESIGNATION -  W 350
 KA1666  PID         -  KA1666
 KA1666  STATE/COUNTY-  IN/HENDRICKS
 KA1666  COUNTRY     -  US
 KA1666  USGS QUAD   -  CLAYTON (2019)
 KA1666
 KA1666                         *CURRENT SURVEY CONTROL
 KA1666  ______________________________________________________________________
 KA1666* NAD 83(1986) POSITION- 39 39 44.     (N) 086 32 30.     (W)   SCALED
 KA1666* NAVD 88 ORTHO HEIGHT -   251.099 (meters)      823.81  (feet) ADJUSTED
 KA1666  ______________________________________________________________________
 KA1666  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KA1666  DYNAMIC HEIGHT  -        250.961 (meters)      823.36  (feet) COMP
 KA1666  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 KA1666
 KA1666  VERT ORDER      -  FIRST     CLASS II
 KA1666
 KA1666.The horizontal coordinates were scaled from a map and have
 KA1666.an estimated accuracy of +/- 6 seconds.
 KA1666
 KA1666.The orthometric height was determined by differential leveling and
 KA1666.adjusted by the NATIONAL GEODETIC SURVEY
 KA1666.in June 1991.
 KA1666
 KA1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1666.GEOID18 height accuracy estimate available here.
 KA1666
 KA1666.Click photographs - Photos may exist for this station.
 KA1666
 KA1666.The dynamic height is computed by dividing the NAVD 88
 KA1666.geopotential number by the normal gravity value computed on the
 KA1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1666.degrees latitude (g = 980.6199 gals.).
 KA1666
 KA1666.The modeled gravity was interpolated from observed gravity values.
 KA1666
 KA1666;                    North         East    Units  Estimated Accuracy
 KA1666;SPC IN W     -   490,160.      946,480.      MT  (+/- 180 meters Scaled)
 KA1666
 KA1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ393903(NAD 83)
 KA1666
 KA1666                          SUPERSEDED SURVEY CONTROL
 KA1666
 KA1666.No superseded survey control is available for this station.
 KA1666
 KA1666_MARKER: I = METAL ROD
 KA1666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1666_STAMPING: W 350 1985
 KA1666_MARK LOGO: NGS
 KA1666_PROJECTION: FLUSH
 KA1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1666+STABILITY: POSITION/ELEVATION WELL
 KA1666_ROD/PIPE-DEPTH: 9.4 meters
 KA1666_SLEEVE-DEPTH  : 3.1 meters
 KA1666
 KA1666  HISTORY     - Date     Condition        Report By
 KA1666  HISTORY     - 1985     MONUMENTED       NGS
 KA1666
 KA1666                          STATION DESCRIPTION
 KA1666
 KA1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1666'4.8 KM (3.0 MI) WEST FROM BELLEVILLE.
 KA1666'4.8 KM (3.0 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1666'STATE HIGHWAY 39 IN BELLEVILLE, 78.0 M (255.9 FT) SOUTH OF THE
 KA1666'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 33.4 M (109.6
 KA1666'FT) SOUTH OF THE SOUTHEAST CORNER OF A STONE HOUSE, 4.5 M (14.8 FT)
 KA1666'WEST OF THE CENTER OF COUNTY ROAD 100 WEST, AND 1.6 M (5.2 FT) SOUTH
 KA1666'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1666'5-INCH LOGO CAP.
 KA1666'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KA1666'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1577 ***********************************************************************
 JA1577  DESIGNATION -  W 351
 JA1577  PID         -  JA1577
 JA1577  STATE/COUNTY-  IN/PIKE
 JA1577  COUNTRY     -  US
 JA1577  USGS QUAD   -  MONROE CITY (2019)
 JA1577
 JA1577                         *CURRENT SURVEY CONTROL
 JA1577  ______________________________________________________________________
 JA1577* NAD 83(1986) POSITION- 38 30 35.15   (N) 087 15 10.97   (W)   HD_HELD1
 JA1577* NAVD 88 ORTHO HEIGHT -   161.161 (meters)      528.74  (feet) ADJUSTED
 JA1577  ______________________________________________________________________
 JA1577  GEOID HEIGHT    -        -32.069 (meters)                     GEOID18
 JA1577  DYNAMIC HEIGHT  -        161.056 (meters)      528.40  (feet) COMP
 JA1577  MODELED GRAVITY -    979,975.2   (mgal)                       NAVD 88
 JA1577
 JA1577  VERT ORDER      -  FIRST     CLASS II
 JA1577
 JA1577.The horizontal coordinates were determined by differentially corrected
 JA1577.hand held GPS observations or other comparable positioning techniques
 JA1577.and have an estimated accuracy of +/- 3 meters.
 JA1577
 JA1577.The orthometric height was determined by differential leveling and
 JA1577.adjusted by the NATIONAL GEODETIC SURVEY
 JA1577.in June 1991.
 JA1577
 JA1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1577.GEOID18 height accuracy estimate available here.
 JA1577
 JA1577.Click photographs - Photos may exist for this station.
 JA1577
 JA1577.The dynamic height is computed by dividing the NAVD 88
 JA1577.geopotential number by the normal gravity value computed on the
 JA1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1577.degrees latitude (g = 980.6199 gals.).
 JA1577
 JA1577.The modeled gravity was interpolated from observed gravity values.
 JA1577
 JA1577;                    North         East    Units  Estimated Accuracy
 JA1577;SPC IN W     -   362,090.2     885,197.9     MT  (+/- 3 meters HH1 GPS) 
 JA1577
 JA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7793762407(NAD 83)
 JA1577
 JA1577                          SUPERSEDED SURVEY CONTROL
 JA1577
 JA1577.No superseded survey control is available for this station.
 JA1577
 JA1577_MARKER: I = METAL ROD
 JA1577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1577_STAMPING: W 351 1986
 JA1577_MARK LOGO: NGS
 JA1577_PROJECTION: FLUSH
 JA1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1577_ROD/PIPE-DEPTH: 3.7 meters
 JA1577
 JA1577  HISTORY     - Date     Condition        Report By
 JA1577  HISTORY     - 1986     MONUMENTED       NGS
 JA1577
 JA1577                          STATION DESCRIPTION
 JA1577
 JA1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1577'18.1 KM (11.25 MI) SW FROM WASHINGTON.
 JA1577'18.1 KM (11.25 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1577'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, 3.3 KM (2.05 MI)
 JA1577'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 61, 10.8 M (35.4 FT)
 JA1577'EAST OF THE HIGHWAY CENTER, 6.4 M (21.0 FT) NORTH OF A FENCE CORNER,
 JA1577'AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JA1577'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1577'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JA1577'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1692 ***********************************************************************
 KA1692  DESIGNATION -  W 352
 KA1692  PID         -  KA1692
 KA1692  STATE/COUNTY-  IN/VIGO
 KA1692  COUNTRY     -  US
 KA1692  USGS QUAD   -  SEELYVILLE (2019)
 KA1692
 KA1692                         *CURRENT SURVEY CONTROL
 KA1692  ______________________________________________________________________
 KA1692* NAD 83(1986) POSITION- 39 26 55.     (N) 087 21 59.     (W)   SCALED
 KA1692* NAVD 88 ORTHO HEIGHT -   154.139 (meters)      505.70  (feet) ADJUSTED
 KA1692  ______________________________________________________________________
 KA1692  GEOID HEIGHT    -        -32.741 (meters)                     GEOID18
 KA1692  DYNAMIC HEIGHT  -        154.051 (meters)      505.42  (feet) COMP
 KA1692  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA1692
 KA1692  VERT ORDER      -  FIRST     CLASS II
 KA1692
 KA1692.The horizontal coordinates were scaled from a map and have
 KA1692.an estimated accuracy of +/- 6 seconds.
 KA1692
 KA1692.The orthometric height was determined by differential leveling and
 KA1692.adjusted by the NATIONAL GEODETIC SURVEY
 KA1692.in June 1991.
 KA1692
 KA1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1692.GEOID18 height accuracy estimate available here.
 KA1692
 KA1692.Click photographs - Photos may exist for this station.
 KA1692
 KA1692.The dynamic height is computed by dividing the NAVD 88
 KA1692.geopotential number by the normal gravity value computed on the
 KA1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1692.degrees latitude (g = 980.6199 gals.).
 KA1692
 KA1692.The modeled gravity was interpolated from observed gravity values.
 KA1692
 KA1692;                    North         East    Units  Estimated Accuracy
 KA1692;SPC IN W     -   466,340.      875,640.      MT  (+/- 180 meters Scaled)
 KA1692
 KA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ684666(NAD 83)
 KA1692
 KA1692                          SUPERSEDED SURVEY CONTROL
 KA1692
 KA1692.No superseded survey control is available for this station.
 KA1692
 KA1692_MARKER: I = METAL ROD
 KA1692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1692_STAMPING: W 352 1985
 KA1692_MARK LOGO: NGS
 KA1692_PROJECTION: FLUSH
 KA1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1692+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 KA1692_ROD/PIPE-DEPTH: 8.2 meters
 KA1692
 KA1692  HISTORY     - Date     Condition        Report By
 KA1692  HISTORY     - 1985     MONUMENTED       NGS
 KA1692  HISTORY     - 20160705 GOOD             INDIV
 KA1692
 KA1692                          STATION DESCRIPTION
 KA1692
 KA1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1692'1.1 KM (0.7 MI) EAST FROM TERRE HAUTE.
 KA1692'1.1 KM (0.7 MI) EASTERLY ALONG HULMAN STREET FROM ITS JUNCTION WITH
 KA1692'25TH STREET IN SOUTHEAST TERRE HAUTE, 19.2 M (63.0 FT) NORTH OF THE
 KA1692'CENTERLINE OF THE STREET, 15.4 M (50.5 FT) NORTH OF THE NORTHEAST
 KA1692'CORNER OF A CANAL BRIDGE, 11.9 M (39.0 FT) WEST OF THE NEAR RAIL OF
 KA1692'THE CHICAGO-MILWAUKEE-ST. PAUL AND PACIFIC RAILROAD, AND 1.4 M (4.6
 KA1692'FT) NORTH NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 KA1692'HAD THROUGH A 5-INCH LOGO CAP.
 KA1692'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 KA1692'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KA1692
 KA1692                          STATION RECOVERY (2016)
 KA1692
 KA1692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (VCL)
 KA1692'RECOVERED IN GOOD CONDITION, LOGO CAP MISSING, WITNESS POST MISSING.
 KA1692'NEW WITNESS 7 FEET NORTH OF RAILROAD CONTROL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1717 ***********************************************************************
 KA1717  DESIGNATION -  W 353
 KA1717  PID         -  KA1717
 KA1717  STATE/COUNTY-  IN/GREENE
 KA1717  COUNTRY     -  US
 KA1717  USGS QUAD   -  ARNEY (2019)
 KA1717
 KA1717                         *CURRENT SURVEY CONTROL
 KA1717  ______________________________________________________________________
 KA1717* NAD 83(1986) POSITION- 39 08 03.     (N) 086 59 36.     (W)   SCALED
 KA1717* NAVD 88 ORTHO HEIGHT -   167.387 (meters)      549.17  (feet) ADJUSTED
 KA1717  ______________________________________________________________________
 KA1717  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 KA1717  DYNAMIC HEIGHT  -        167.287 (meters)      548.84  (feet) COMP
 KA1717  MODELED GRAVITY -    980,029.8   (mgal)                       NAVD 88
 KA1717
 KA1717  VERT ORDER      -  FIRST     CLASS II
 KA1717
 KA1717.The horizontal coordinates were scaled from a map and have
 KA1717.an estimated accuracy of +/- 6 seconds.
 KA1717
 KA1717.The orthometric height was determined by differential leveling and
 KA1717.adjusted by the NATIONAL GEODETIC SURVEY
 KA1717.in June 1991.
 KA1717
 KA1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1717.GEOID18 height accuracy estimate available here.
 KA1717
 KA1717.Click photographs - Photos may exist for this station.
 KA1717
 KA1717.The dynamic height is computed by dividing the NAVD 88
 KA1717.geopotential number by the normal gravity value computed on the
 KA1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1717.degrees latitude (g = 980.6199 gals.).
 KA1717
 KA1717.The modeled gravity was interpolated from observed gravity values.
 KA1717
 KA1717;                    North         East    Units  Estimated Accuracy
 KA1717;SPC IN W     -   431,390.      907,780.      MT  (+/- 180 meters Scaled)
 KA1717
 KA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ005316(NAD 83)
 KA1717
 KA1717                          SUPERSEDED SURVEY CONTROL
 KA1717
 KA1717.No superseded survey control is available for this station.
 KA1717
 KA1717_MARKER: I = METAL ROD
 KA1717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1717_STAMPING: W 353 1985
 KA1717_MARK LOGO: NGS
 KA1717_PROJECTION: FLUSH
 KA1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1717_ROD/PIPE-DEPTH: 5.2 meters
 KA1717
 KA1717  HISTORY     - Date     Condition        Report By
 KA1717  HISTORY     - 1985     MONUMENTED       NGS
 KA1717
 KA1717                          STATION DESCRIPTION
 KA1717
 KA1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1717'3.0 KM (1.85 MI) NW FROM WORTHINGTON.
 KA1717'3.0 KM (1.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 157 FROM ITS
 KA1717'JUNCTION WITH U.S. HIGHWAY 231 IN WORTHINGTON, 13.0 M (42.7 FT)
 KA1717'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) SOUTH OF
 KA1717'THE CENTER OF A DRIVEWAY, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.
 KA1717'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1717'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1717'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1567 ***********************************************************************
 JA1567  DESIGNATION -  W 354
 JA1567  PID         -  JA1567
 JA1567  STATE/COUNTY-  IN/DAVIESS
 JA1567  COUNTRY     -  US
 JA1567  USGS QUAD   -  WASHINGTON (2019)
 JA1567
 JA1567                         *CURRENT SURVEY CONTROL
 JA1567  ______________________________________________________________________
 JA1567* NAD 83(1986) POSITION- 38 39 41.     (N) 087 10 05.     (W)   SCALED
 JA1567* NAVD 88 ORTHO HEIGHT -   155.320 (meters)      509.58  (feet) ADJUSTED
 JA1567  ______________________________________________________________________
 JA1567  GEOID HEIGHT    -        -32.318 (meters)                     GEOID18
 JA1567  DYNAMIC HEIGHT  -        155.222 (meters)      509.26  (feet) COMP
 JA1567  MODELED GRAVITY -    979,991.0   (mgal)                       NAVD 88
 JA1567
 JA1567  VERT ORDER      -  FIRST     CLASS II
 JA1567
 JA1567.The horizontal coordinates were scaled from a map and have
 JA1567.an estimated accuracy of +/- 6 seconds.
 JA1567
 JA1567.The orthometric height was determined by differential leveling and
 JA1567.adjusted by the NATIONAL GEODETIC SURVEY
 JA1567.in June 1991.
 JA1567
 JA1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1567.GEOID18 height accuracy estimate available here.
 JA1567
 JA1567.Click photographs - Photos may exist for this station.
 JA1567
 JA1567.The dynamic height is computed by dividing the NAVD 88
 JA1567.geopotential number by the normal gravity value computed on the
 JA1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1567.degrees latitude (g = 980.6199 gals.).
 JA1567
 JA1567.The modeled gravity was interpolated from observed gravity values.
 JA1567
 JA1567;                    North         East    Units  Estimated Accuracy
 JA1567;SPC IN W     -   378,910.      892,630.      MT  (+/- 180 meters Scaled)
 JA1567
 JA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH853792(NAD 83)
 JA1567
 JA1567                          SUPERSEDED SURVEY CONTROL
 JA1567
 JA1567.No superseded survey control is available for this station.
 JA1567
 JA1567_MARKER: I = METAL ROD
 JA1567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1567_STAMPING: W 354 1986
 JA1567_MARK LOGO: NGS
 JA1567_PROJECTION: RECESSED 25 CENTIMETERS
 JA1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1567+STABILITY: POSITION/ELEVATION WELL
 JA1567_ROD/PIPE-DEPTH: 9.4 meters
 JA1567_SLEEVE-DEPTH  : 3.0 meters
 JA1567
 JA1567  HISTORY     - Date     Condition        Report By
 JA1567  HISTORY     - 1986     MONUMENTED       NGS
 JA1567
 JA1567                          STATION DESCRIPTION
 JA1567
 JA1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1567'IN WASHINGTON.
 JA1567'IN WASHINGTON, 16.3 M (53.5 FT) NORTH OF THE CENTER OF THE SIDEWALK
 JA1567'LEADING TO THE NATIONAL GUARD ARMORY AT 500 NORTHEAST 6TH STREET 12.5
 JA1567'M (41.0 FT) SOUTH OF A FENCE, 10.2 M (33.5 FT) WEST-SOUTHWEST THE
 JA1567'NORTHWEST CORNER OF THE ARMORY BUILDING, AND 0.3 M (1.0 FT) EAST OF
 JA1567'THE EAST EDGE OF A SIDEWALK.
 JA1567'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2855 ***********************************************************************
 JZ2855  DESIGNATION -  W 355
 JZ2855  PID         -  JZ2855
 JZ2855  STATE/COUNTY-  IN/SHELBY
 JZ2855  COUNTRY     -  US
 JZ2855  USGS QUAD   -  BOGGSTOWN (2019)
 JZ2855
 JZ2855                         *CURRENT SURVEY CONTROL
 JZ2855  ______________________________________________________________________
 JZ2855* NAD 83(1986) POSITION- 39 37 28.     (N) 085 52 45.     (W)   SCALED
 JZ2855* NAVD 88 ORTHO HEIGHT -   242.511 (meters)      795.64  (feet) ADJUSTED
 JZ2855  ______________________________________________________________________
 JZ2855  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 JZ2855  DYNAMIC HEIGHT  -        242.373 (meters)      795.19  (feet) COMP
 JZ2855  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 JZ2855
 JZ2855  VERT ORDER      -  FIRST     CLASS II
 JZ2855
 JZ2855.The horizontal coordinates were scaled from a map and have
 JZ2855.an estimated accuracy of +/- 6 seconds.
 JZ2855
 JZ2855.The orthometric height was determined by differential leveling and
 JZ2855.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2855.in June 1991.
 JZ2855
 JZ2855.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2855.GEOID18 height accuracy estimate available here.
 JZ2855
 JZ2855.Click photographs - Photos may exist for this station.
 JZ2855
 JZ2855.The dynamic height is computed by dividing the NAVD 88
 JZ2855.geopotential number by the normal gravity value computed on the
 JZ2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2855.degrees latitude (g = 980.6199 gals.).
 JZ2855
 JZ2855.The modeled gravity was interpolated from observed gravity values.
 JZ2855
 JZ2855;                    North         East    Units  Estimated Accuracy
 JZ2855;SPC IN E     -   485,840.       81,760.      MT  (+/- 180 meters Scaled)
 JZ2855
 JZ2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ961866(NAD 83)
 JZ2855
 JZ2855                          SUPERSEDED SURVEY CONTROL
 JZ2855
 JZ2855.No superseded survey control is available for this station.
 JZ2855
 JZ2855_MARKER: I = METAL ROD
 JZ2855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2855_STAMPING: W 355 1986
 JZ2855_MARK LOGO: NGS
 JZ2855_PROJECTION: FLUSH
 JZ2855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2855_ROD/PIPE-DEPTH: 11.9 meters
 JZ2855
 JZ2855  HISTORY     - Date     Condition        Report By
 JZ2855  HISTORY     - 1986     MONUMENTED       NGS
 JZ2855
 JZ2855                          STATION DESCRIPTION
 JZ2855
 JZ2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2855'16.5 KM (10.25 MI) NW FROM SHELBYVILLE.
 JZ2855'16.5 KM (10.25 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2855'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, OR 19.1 KM (11.85 MI)
 JZ2855'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH
 JZ2855'INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, 25.0 M (82.0 FT)
 JZ2855'SOUTH OF THE CENTER OF COUNTY ROAD 700 WEST, 16.9 M (55.4 FT)
 JZ2855'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2855'HIGHWAY, AND 7.6 M (24.9 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE
 JZ2855'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2855'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JZ2855'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1606 ***********************************************************************
 JA1606  DESIGNATION -  W 356
 JA1606  PID         -  JA1606
 JA1606  STATE/COUNTY-  IN/VANDERBURGH
 JA1606  COUNTRY     -  US
 JA1606  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1606
 JA1606                         *CURRENT SURVEY CONTROL
 JA1606  ______________________________________________________________________
 JA1606* NAD 83(2011) POSITION- 38 00 47.95280(N) 087 32 20.33977(W)   ADJUSTED
 JA1606* NAD 83(2011) ELLIP HT-    86.047 (meters)        (06/27/12)   ADJUSTED
 JA1606* NAD 83(2011) EPOCH   -  2010.00
 JA1606* NAVD 88 ORTHO HEIGHT -   117.166 (meters)      384.40  (feet) ADJUSTED
 JA1606  ______________________________________________________________________
 JA1606  GEOID HEIGHT    -        -31.109 (meters)                     GEOID18
 JA1606  NAD 83(2011) X  -    216,054.515 (meters)                     COMP
 JA1606  NAD 83(2011) Y  - -5,026,945.933 (meters)                     COMP
 JA1606  NAD 83(2011) Z  -  3,906,661.928 (meters)                     COMP
 JA1606  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 JA1606  DYNAMIC HEIGHT  -        117.086 (meters)      384.14  (feet) COMP
 JA1606  MODELED GRAVITY -    979,941.2   (mgal)                       NAVD 88
 JA1606
 JA1606  VERT ORDER      -  FIRST     CLASS II
 JA1606
 JA1606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JA1606  Standards:
 JA1606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JA1606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JA1606  -------------------------------------------------------------------
 JA1606  NETWORK    0.80   1.57           0.37   0.27   0.80      0.00776497
 JA1606  -------------------------------------------------------------------
 JA1606  Click here for local accuracies and other accuracy information.
 JA1606
 JA1606.The horizontal coordinates were established by GPS observations
 JA1606.and adjusted by the National Geodetic Survey in June 2012.
 JA1606
 JA1606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JA1606.been affixed to the stable North American tectonic plate. See 
 JA1606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JA1606
 JA1606.The horizontal coordinates are valid at the epoch date displayed above
 JA1606.which is a decimal equivalence of Year/Month/Day.
 JA1606
 JA1606.The orthometric height was determined by differential leveling and
 JA1606.adjusted by the NATIONAL GEODETIC SURVEY
 JA1606.in June 1991.
 JA1606
 JA1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1606.GEOID18 height accuracy estimate available here.
 JA1606
 JA1606.Click photographs - Photos may exist for this station.
 JA1606
 JA1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1606
 JA1606.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1606
 JA1606.The ellipsoidal height was determined by GPS observations
 JA1606.and is referenced to NAD 83.
 JA1606
 JA1606.The dynamic height is computed by dividing the NAVD 88
 JA1606.geopotential number by the normal gravity value computed on the
 JA1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1606.degrees latitude (g = 980.6199 gals.).
 JA1606
 JA1606.The modeled gravity was interpolated from observed gravity values.
 JA1606
 JA1606. The following values were computed from the NAD 83(2011) position.
 JA1606
 JA1606;                    North         East     Units Scale Factor Converg.
 JA1606;SPC IN W     -   307,070.459   859,987.616   MT  0.99998638   -0 16 50.2
 JA1606;SPC IN W     - 1,007,447.00  2,821,476.04   sFT  0.99998638   -0 16 50.2
 JA1606;UTM  16      - 4,207,429.978   452,687.099   MT  0.99962757   -0 19 55.0
 JA1606
 JA1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1606!SPC IN W     -   0.99998650  x   0.99998638  =   0.99997288
 JA1606!UTM  16      -   0.99998650  x   0.99962757  =   0.99961407
 JA1606
 JA1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5268707429(NAD 83)
 JA1606
 JA1606                          SUPERSEDED SURVEY CONTROL
 JA1606
 JA1606  NAD 83(2007)-  38 00 47.95296(N)    087 32 20.34078(W) AD(2002.00) 1
 JA1606  ELLIP H (07/21/11)   86.075  (m)                       GP(2002.00) 4 2
 JA1606  NAVD 88             117.17   (m)          384.4    (f) LEVELING    3  
 JA1606
 JA1606.Superseded values are not recommended for survey control.
 JA1606
 JA1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1606.See file dsdata.pdf to determine how the superseded data were derived.
 JA1606
 JA1606_MARKER: I = METAL ROD
 JA1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1606_STAMPING: W 356 1986
 JA1606_MARK LOGO: NGS
 JA1606_PROJECTION: RECESSED 1 CENTIMETERS
 JA1606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1606+STABILITY: POSITION/ELEVATION WELL
 JA1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1606+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2015
 JA1606_ROD/PIPE-DEPTH: 14.6 meters
 JA1606
 JA1606  HISTORY     - Date     Condition        Report By
 JA1606  HISTORY     - 1986     MONUMENTED       NGS
 JA1606  HISTORY     - 19950710 GOOD             USPSQD
 JA1606  HISTORY     - 19981107 GOOD             USPSQD
 JA1606  HISTORY     - 20080408 GOOD             PICI
 JA1606  HISTORY     - 20110405 GOOD             BERNAR
 JA1606  HISTORY     - 20150403 GOOD             GEOCAC
 JA1606
 JA1606                          STATION DESCRIPTION
 JA1606
 JA1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1606'IN EVANSVILLE.
 JA1606'IN EVANSVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LYNCH ROAD,
 JA1606'35.2 M (115.5 FT) SOUTH OF THE EAST BOUND ROAD CENTERLINE, 16.1 M
 JA1606'(52.8 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 15.5 M (50.5 FT)
 JA1606'NORTH-NORTHEAST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 10.5 M
 JA1606'(34.4 FT) SOUTH OF THE NEAR RAIL OF THE LOUISVILLE AND NASHVILLE
 JA1606'RAILROAD, 8.2 M (26.9 FT) WEST OF THE WEST EDGE OF A CURB, 5.0 M
 JA1606'(16.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, AND 0.5 M
 JA1606'(1.6 FT) EAST OF THE EAST EDGE OF A CURB.  NOTE--ACCESS TO DATUM POINT
 JA1606'IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1606
 JA1606                          STATION RECOVERY (1995)
 JA1606
 JA1606'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1606'RECOVERED IN GOOD CONDITION.
 JA1606
 JA1606                          STATION RECOVERY (1998)
 JA1606
 JA1606'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1606'RECOVERED IN GOOD CONDITION.
 JA1606
 JA1606                          STATION RECOVERY (2008)
 JA1606
 JA1606'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 JA1606'RECOVERED IN GOOD CONDITION.
 JA1606
 JA1606                          STATION RECOVERY (2011)
 JA1606
 JA1606'RECOVERY NOTE BY BERNARDIN AND LOCHMUELLER AND 2011 (MGB)
 JA1606'RECOVERED IN GOOD CONDITION.
 JA1606
 JA1606                          STATION RECOVERY (2015)
 JA1606
 JA1606'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA1606'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2832 ***********************************************************************
 JZ2832  DESIGNATION -  W 357
 JZ2832  PID         -  JZ2832
 JZ2832  STATE/COUNTY-  IN/DECATUR
 JZ2832  COUNTRY     -  US
 JZ2832  USGS QUAD   -  ADAMS (2019)
 JZ2832
 JZ2832                         *CURRENT SURVEY CONTROL
 JZ2832  ______________________________________________________________________
 JZ2832* NAD 83(1986) POSITION- 39 23 23.     (N) 085 32 46.     (W)   SCALED
 JZ2832* NAVD 88 ORTHO HEIGHT -   268.871 (meters)      882.12  (feet) ADJUSTED
 JZ2832  ______________________________________________________________________
 JZ2832  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 JZ2832  DYNAMIC HEIGHT  -        268.705 (meters)      881.58  (feet) COMP
 JZ2832  MODELED GRAVITY -    980,002.6   (mgal)                       NAVD 88
 JZ2832
 JZ2832  VERT ORDER      -  FIRST     CLASS II
 JZ2832
 JZ2832.The horizontal coordinates were scaled from a map and have
 JZ2832.an estimated accuracy of +/- 6 seconds.
 JZ2832
 JZ2832.The orthometric height was determined by differential leveling and
 JZ2832.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2832.in June 1991.
 JZ2832
 JZ2832.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2832.GEOID18 height accuracy estimate available here.
 JZ2832
 JZ2832.Click photographs - Photos may exist for this station.
 JZ2832
 JZ2832.The dynamic height is computed by dividing the NAVD 88
 JZ2832.geopotential number by the normal gravity value computed on the
 JZ2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2832.degrees latitude (g = 980.6199 gals.).
 JZ2832
 JZ2832.The modeled gravity was interpolated from observed gravity values.
 JZ2832
 JZ2832;                    North         East    Units  Estimated Accuracy
 JZ2832;SPC IN E     -   459,770.      110,390.      MT  (+/- 180 meters Scaled)
 JZ2832
 JZ2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ252610(NAD 83)
 JZ2832
 JZ2832                          SUPERSEDED SURVEY CONTROL
 JZ2832
 JZ2832.No superseded survey control is available for this station.
 JZ2832
 JZ2832_MARKER: DV = VERTICAL CONTROL DISK
 JZ2832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2832_SP_SET: BRIDGE ABUTMENT
 JZ2832_STAMPING: W 357 1986
 JZ2832_MARK LOGO: NGS
 JZ2832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2832+STABILITY: POSITION/ELEVATION WELL
 JZ2832
 JZ2832  HISTORY     - Date     Condition        Report By
 JZ2832  HISTORY     - 1986     MONUMENTED       NGS
 JZ2832
 JZ2832                          STATION DESCRIPTION
 JZ2832
 JZ2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2832'7.2 KM (4.5 MI) NW FROM GREENSBURG.
 JZ2832'7.2 KM (4.45 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2832'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, IN TOP OF AND 0.1 M (0.3
 JZ2832'FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 JZ2832'OF THE SOUTHEAST BOUND HIGHWAY BRIDGE SPANNING CLIFTY CREEK, AND 5.8 M
 JZ2832'(19.0 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 JZ2832'THE HIGHWAY.
 JZ2832'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2806 ***********************************************************************
 JZ2806  DESIGNATION -  W 358
 JZ2806  PID         -  JZ2806
 JZ2806  STATE/COUNTY-  IN/DEARBORN
 JZ2806  COUNTRY     -  US
 JZ2806  USGS QUAD   -  SPADES (2019)
 JZ2806
 JZ2806                         *CURRENT SURVEY CONTROL
 JZ2806  ______________________________________________________________________
 JZ2806* NAD 83(1986) POSITION- 39 17 09.     (N) 085 00 35.     (W)   SCALED
 JZ2806* NAVD 88 ORTHO HEIGHT -   285.886 (meters)      937.94  (feet) ADJUSTED
 JZ2806  ______________________________________________________________________
 JZ2806  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 JZ2806  DYNAMIC HEIGHT  -        285.707 (meters)      937.36  (feet) COMP
 JZ2806  MODELED GRAVITY -    979,994.9   (mgal)                       NAVD 88
 JZ2806
 JZ2806  VERT ORDER      -  FIRST     CLASS II
 JZ2806
 JZ2806.The horizontal coordinates were scaled from a map and have
 JZ2806.an estimated accuracy of +/- 6 seconds.
 JZ2806
 JZ2806.The orthometric height was determined by differential leveling and
 JZ2806.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2806.in June 1991.
 JZ2806
 JZ2806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2806.GEOID18 height accuracy estimate available here.
 JZ2806
 JZ2806.Click photographs - Photos may exist for this station.
 JZ2806
 JZ2806.The dynamic height is computed by dividing the NAVD 88
 JZ2806.geopotential number by the normal gravity value computed on the
 JZ2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2806.degrees latitude (g = 980.6199 gals.).
 JZ2806
 JZ2806.The modeled gravity was interpolated from observed gravity values.
 JZ2806
 JZ2806;                    North         East    Units  Estimated Accuracy
 JZ2806;SPC IN E     -   448,430.      156,680.      MT  (+/- 180 meters Scaled)
 JZ2806
 JZ2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ716503(NAD 83)
 JZ2806
 JZ2806                          SUPERSEDED SURVEY CONTROL
 JZ2806
 JZ2806.No superseded survey control is available for this station.
 JZ2806
 JZ2806_MARKER: DV = VERTICAL CONTROL DISK
 JZ2806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2806_SP_SET: BRIDGE ABUTMENT
 JZ2806_STAMPING: W 358 1986
 JZ2806_MARK LOGO: NGS
 JZ2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2806
 JZ2806  HISTORY     - Date     Condition        Report By
 JZ2806  HISTORY     - 1986     MONUMENTED       NGS
 JZ2806
 JZ2806                          STATION DESCRIPTION
 JZ2806
 JZ2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2806'18.8 KM (11.7 MI) EAST FROM BATESVILLE.
 JZ2806'18.8 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2806'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, IN TOP OF AND 0.2 M
 JZ2806'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE EAST CONCRETE ABUTMENT
 JZ2806'OF THE EAST BOUND HIGHWAY BRIDGE SPANNING TANNERS CREEK, AND 6.1 M
 JZ2806'(20.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JZ2806'HIGHWAY.
 JZ2806'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1674 ***********************************************************************
 LA1674  DESIGNATION -  W 36
 LA1674  PID         -  LA1674
 LA1674  STATE/COUNTY-  IN/GRANT
 LA1674  COUNTRY     -  US
 LA1674  USGS QUAD   -  MARION (2019)
 LA1674
 LA1674                         *CURRENT SURVEY CONTROL
 LA1674  ______________________________________________________________________
 LA1674* NAD 83(1986) POSITION- 40 31 21.     (N) 085 37 44.     (W)   SCALED
 LA1674* NAVD 88 ORTHO HEIGHT -   250.670 (meters)      822.41  (feet) ADJUSTED
 LA1674  ______________________________________________________________________
 LA1674  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 LA1674  DYNAMIC HEIGHT  -        250.541 (meters)      821.98  (feet) COMP
 LA1674  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 LA1674
 LA1674  VERT ORDER      -  SECOND    CLASS 0
 LA1674
 LA1674.The horizontal coordinates were scaled from a map and have
 LA1674.an estimated accuracy of +/- 6 seconds.
 LA1674
 LA1674.The orthometric height was determined by differential leveling and
 LA1674.adjusted by the NATIONAL GEODETIC SURVEY
 LA1674.in June 1991.
 LA1674
 LA1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1674.GEOID18 height accuracy estimate available here.
 LA1674
 LA1674.Click photographs - Photos may exist for this station.
 LA1674
 LA1674.The dynamic height is computed by dividing the NAVD 88
 LA1674.geopotential number by the normal gravity value computed on the
 LA1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1674.degrees latitude (g = 980.6199 gals.).
 LA1674
 LA1674.The modeled gravity was interpolated from observed gravity values.
 LA1674
 LA1674;                    North         East    Units  Estimated Accuracy
 LA1674;SPC IN E     -   585,540.      103,200.      MT  (+/- 180 meters Scaled)
 LA1674
 LA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK161866(NAD 83)
 LA1674
 LA1674                          SUPERSEDED SURVEY CONTROL
 LA1674
 LA1674  NGVD 29 (??/??/92)  250.797  (m)          822.82   (f) ADJ UNCH    2 0
 LA1674
 LA1674.Superseded values are not recommended for survey control.
 LA1674
 LA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1674.See file dsdata.pdf to determine how the superseded data were derived.
 LA1674
 LA1674_MARKER: DB = BENCH MARK DISK
 LA1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1674_STAMPING: W 36 1934
 LA1674_MARK LOGO: CGS
 LA1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1674+STABILITY: SURFACE MOTION
 LA1674
 LA1674  HISTORY     - Date     Condition        Report By
 LA1674  HISTORY     - 1934     MONUMENTED       CGS
 LA1674  HISTORY     - 1954     GOOD             CGS
 LA1674  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1674
 LA1674                          STATION DESCRIPTION
 LA1674
 LA1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA1674'2.7 MI SE FROM MARION.
 LA1674'2.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LA1674'STATION AT MARION, GRANT COUNTY, AT THE BETHEVAN COMMUNITY,
 LA1674'ACROSS THE TRACK FROM THE NORTHEAST CORNER OF THE V.A. HOSPITAL
 LA1674'GROUNDS, 60 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 LA1674'CONCRETE ROAD (38TH STREET), 22 FEET NORTHEAST OF THE NORTHEAST
 LA1674'RAIL, 2 FEET WEST OF A FENCE, AND 3 FEET SOUTHEAST OF A TELEGRAPH
 LA1674'POLE.
 LA1674
 LA1674                          STATION RECOVERY (1960)
 LA1674
 LA1674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1674'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1741 ***********************************************************************
 JA1741  DESIGNATION -  W 36
 JA1741  PID         -  JA1741
 JA1741  STATE/COUNTY-  IN/HARRISON
 JA1741  COUNTRY     -  US
 JA1741  USGS QUAD   -  CORYDON EAST (2019)
 JA1741
 JA1741                         *CURRENT SURVEY CONTROL
 JA1741  ______________________________________________________________________
 JA1741* NAD 83(1997) POSITION- 38 10 13.82291(N) 086 01 40.65835(W)   ADJUSTED
 JA1741* NAVD 88 ORTHO HEIGHT -   219.68  (+/-2cm)      720.7   (feet) VERTCON3
 JA1741  ______________________________________________________________________
 JA1741  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 JA1741  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 JA1741  HORZ ORDER      -  SECOND
 JA1741  VERT ORDER      -  THIRD ? (See Below)
 JA1741
 JA1741.The horizontal coordinates were established by classical geodetic methods
 JA1741.and adjusted by the National Geodetic Survey in May 1999.
 JA1741
 JA1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1741
 JA1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1741.GEOID18 height accuracy estimate available here.
 JA1741
 JA1741.The vertical order pertains to the NGVD 29 superseded value.
 JA1741
 JA1741.Click photographs - Photos may exist for this station.
 JA1741
 JA1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1741
 JA1741. The following values were computed from the NAD 83(1997) position.
 JA1741
 JA1741;                    North         East     Units Scale Factor Converg.
 JA1741;SPC IN E     -   324,480.964    68,341.280   MT  0.99997901   -0 13 23.8
 JA1741;SPC IN E     - 1,064,567.96    224,216.35   sFT  0.99997901   -0 13 23.8
 JA1741;UTM  16      - 4,225,179.713   585,145.457   MT  0.99968929   +0 36 02.7
 JA1741
 JA1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1741!SPC IN E     -   0.99997073  x   0.99997901  =   0.99994974
 JA1741!UTM  16      -   0.99997073  x   0.99968929  =   0.99966002
 JA1741
 JA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8514525179(NAD 83)
 JA1741
 JA1741                          SUPERSEDED SURVEY CONTROL
 JA1741
 JA1741  NAD 83(1993)-  38 10 13.82310(N)    086 01 40.65891(W) AD(       ) 2
 JA1741  NAD 83(1986)-  38 10 13.82774(N)    086 01 40.66515(W) AD(       ) 2
 JA1741  NAD 27      -  38 10 13.57500(N)    086 01 40.78000(W) AD(       ) 2
 JA1741  NGVD 29             219.80   (m)          721.1    (f) LEVELING    3  
 JA1741
 JA1741.Superseded values are not recommended for survey control.
 JA1741
 JA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1741.See file dsdata.pdf to determine how the superseded data were derived.
 JA1741
 JA1741_MARKER: DB = BENCH MARK DISK
 JA1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1741_STAMPING: W 36 721 1937
 JA1741_MARK LOGO: USGS
 JA1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1741+STABILITY: SURFACE MOTION
 JA1741
 JA1741  HISTORY     - Date     Condition        Report By
 JA1741  HISTORY     - 1937     MONUMENTED       USGS
 JA1741  HISTORY     - 1947     GOOD             CGS
 JA1741
 JA1741                          STATION DESCRIPTION
 JA1741
 JA1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1741'THIS IS A TRAVERSE STATION.
 JA1741'
 JA1741'STATION IS ABOUT 8 MILES SOUTHEAST OF CORYDON, ABOUT 1 MILE
 JA1741'EAST-NORTHEAST OF NEW MIDDLETOWN, IN THE EAST CORNER OF A FIELD
 JA1741'OWNED BY HERMAN EISENMENGER, 10 FEET NORTH OF THE APPROXIMATE
 JA1741'CENTERLINE OF THE ENTRANCE ROAD TO THE FARMHOUSE OF H.P.
 JA1741'MILLER, AND 4 FEET WEST OF A FENCE CORNER. THIS IS A U.S. GEOLOGICAL
 JA1741'SURVEY DISK SET IN A SQUARE CONCRETE POST. THE MARK PROJECTS 3
 JA1741'INCHES, AND THE DISK IS STAMPED W 36 1937 721.
 JA1741'
 JA1741'THIS MARK IS 5.572 METERS 18.28 FEET SOUTHEAST OF TRIANGULATION
 JA1741'STATION EISENMENGER. IT WAS CONNECTED BY A TRAVERSE MEASUREMENT.
 JA1741'
 JA1741'TO REACH FROM THE BRICK SCHOOL IN EAST NEW MIDDLETOWN, GO
 JA1741'NORTHEASTERLY ON GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD
 JA1741'RIGHT, TURN RIGHT AND GO 0.5 MILE TO A T-ROAD INTERSECTION, TURN
 JA1741'RIGHT AND GO 0.45 MILE TO STATION ON RIGHT JUST BEFORE
 JA1741'REACHING THE MILLER FARMHOUSE ENTRANCE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1744 ***********************************************************************
 KA1744  DESIGNATION -  W 360
 KA1744  PID         -  KA1744
 KA1744  STATE/COUNTY-  IN/VERMILLION
 KA1744  COUNTRY     -  US
 KA1744  USGS QUAD   -  DANA (2019)
 KA1744
 KA1744                         *CURRENT SURVEY CONTROL
 KA1744  ______________________________________________________________________
 KA1744* NAD 83(1986) POSITION- 39 45 40.     (N) 087 23 56.     (W)   SCALED
 KA1744* NAVD 88 ORTHO HEIGHT -   188.656 (meters)      618.95  (feet) ADJUSTED
 KA1744  ______________________________________________________________________
 KA1744  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 KA1744  DYNAMIC HEIGHT  -        188.552 (meters)      618.61  (feet) COMP
 KA1744  MODELED GRAVITY -    980,072.2   (mgal)                       NAVD 88
 KA1744
 KA1744  VERT ORDER      -  FIRST     CLASS II
 KA1744
 KA1744.The horizontal coordinates were scaled from a map and have
 KA1744.an estimated accuracy of +/- 6 seconds.
 KA1744
 KA1744.The orthometric height was determined by differential leveling and
 KA1744.adjusted by the NATIONAL GEODETIC SURVEY
 KA1744.in June 1991.
 KA1744
 KA1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1744.GEOID18 height accuracy estimate available here.
 KA1744
 KA1744.Click photographs - Photos may exist for this station.
 KA1744
 KA1744.The dynamic height is computed by dividing the NAVD 88
 KA1744.geopotential number by the normal gravity value computed on the
 KA1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1744.degrees latitude (g = 980.6199 gals.).
 KA1744
 KA1744.The modeled gravity was interpolated from observed gravity values.
 KA1744
 KA1744;                    North         East    Units  Estimated Accuracy
 KA1744;SPC IN W     -   501,040.      872,960.      MT  (+/- 180 meters Scaled)
 KA1744
 KA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK658013(NAD 83)
 KA1744
 KA1744                          SUPERSEDED SURVEY CONTROL
 KA1744
 KA1744.No superseded survey control is available for this station.
 KA1744
 KA1744_MARKER: I = METAL ROD
 KA1744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1744_STAMPING: W 360 1986
 KA1744_MARK LOGO: NGS
 KA1744_PROJECTION: FLUSH
 KA1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1744_ROD/PIPE-DEPTH: 5.8 meters
 KA1744
 KA1744  HISTORY     - Date     Condition        Report By
 KA1744  HISTORY     - 1986     MONUMENTED       NGS
 KA1744
 KA1744                          STATION DESCRIPTION
 KA1744
 KA1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1744'12.5 KM (7.75 MI) NORTH FROM CLINTON.
 KA1744'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 KA1744'WITH STATE HIGHWAY 163 IN CLINTON, 60.0 M (196.8 FT) EAST OF THE
 KA1744'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 28.9 M (94.8 FT)
 KA1744'EAST OF UTILITY POLE NUMBER 294-222, 12.0 M (39.4 FT) NORTH OF THE
 KA1744'CENTER OF COUNTY ROAD 850, AND 5.2 M (17.1 FT) WEST OF THE CENTER OF A
 KA1744'CATTLE GUARD AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1744'THROUGH A 5-INCH LOGO CAP.
 KA1744'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 KA1744'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2105 ***********************************************************************
 LB2105  DESIGNATION -  W 361
 LB2105  PID         -  LB2105
 LB2105  STATE/COUNTY-  IN/VERMILLION
 LB2105  COUNTRY     -  US
 LB2105  USGS QUAD   -  PERRYSVILLE (2019)
 LB2105
 LB2105                         *CURRENT SURVEY CONTROL
 LB2105  ______________________________________________________________________
 LB2105* NAD 83(2011) POSITION- 40 04 31.26858(N) 087 27 07.88478(W)   ADJUSTED
 LB2105* NAD 83(2011) ELLIP HT-   153.852 (meters)        (06/27/12)   ADJUSTED
 LB2105* NAD 83(2011) EPOCH   -  2010.00
 LB2105* NAVD 88 ORTHO HEIGHT -   186.701 (meters)      612.53  (feet) ADJUSTED
 LB2105  ______________________________________________________________________
 LB2105  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 LB2105  NAD 83(2011) X  -    217,261.584 (meters)                     COMP
 LB2105  NAD 83(2011) Y  - -4,882,611.698 (meters)                     COMP
 LB2105  NAD 83(2011) Z  -  4,084,490.407 (meters)                     COMP
 LB2105  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 LB2105  DYNAMIC HEIGHT  -        186.606 (meters)      612.22  (feet) COMP
 LB2105  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 LB2105
 LB2105  VERT ORDER      -  FIRST     CLASS II
 LB2105
 LB2105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB2105  Standards:
 LB2105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB2105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB2105  -------------------------------------------------------------------
 LB2105  NETWORK    1.21   2.49           0.55   0.42   1.27     -0.14231991
 LB2105  -------------------------------------------------------------------
 LB2105  Click here for local accuracies and other accuracy information.
 LB2105
 LB2105.The horizontal coordinates were established by GPS observations
 LB2105.and adjusted by the National Geodetic Survey in June 2012.
 LB2105
 LB2105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB2105.been affixed to the stable North American tectonic plate. See 
 LB2105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB2105
 LB2105.The horizontal coordinates are valid at the epoch date displayed above
 LB2105.which is a decimal equivalence of Year/Month/Day.
 LB2105
 LB2105.The orthometric height was determined by differential leveling and
 LB2105.adjusted by the NATIONAL GEODETIC SURVEY
 LB2105.in June 1991.
 LB2105
 LB2105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2105.GEOID18 height accuracy estimate available here.
 LB2105
 LB2105.Click photographs - Photos may exist for this station.
 LB2105
 LB2105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2105
 LB2105.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2105
 LB2105.The ellipsoidal height was determined by GPS observations
 LB2105.and is referenced to NAD 83.
 LB2105
 LB2105.The dynamic height is computed by dividing the NAVD 88
 LB2105.geopotential number by the normal gravity value computed on the
 LB2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2105.degrees latitude (g = 980.6199 gals.).
 LB2105
 LB2105.The modeled gravity was interpolated from observed gravity values.
 LB2105
 LB2105. The following values were computed from the NAD 83(2011) position.
 LB2105
 LB2105;                    North         East     Units Scale Factor Converg.
 LB2105;SPC IN W     -   535,949.337   868,537.549   MT  0.99997885   -0 14 14.9
 LB2105;SPC IN W     - 1,758,360.45  2,849,526.94   sFT  0.99997885   -0 14 14.9
 LB2105;UTM  16      - 4,436,218.604   461,443.571   MT  0.99961830   -0 17 28.0
 LB2105
 LB2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2105!SPC IN W     -   0.99997586  x   0.99997885  =   0.99995472
 LB2105!UTM  16      -   0.99997586  x   0.99961830  =   0.99959417
 LB2105
 LB2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6144336218(NAD 83)
 LB2105
 LB2105                          SUPERSEDED SURVEY CONTROL
 LB2105
 LB2105  NAD 83(2007)-  40 04 31.26867(N)    087 27 07.88570(W) AD(2002.00) 0
 LB2105  ELLIP H (02/10/07)  153.873  (m)                       GP(2002.00)    
 LB2105  NAD 83(1997)-  40 04 31.26866(N)    087 27 07.88577(W) AD(       ) B
 LB2105  ELLIP H (03/12/99)  153.875  (m)                       GP(       ) 2 1
 LB2105  NAVD 88             186.70   (m)          612.5    (f) LEVELING    3  
 LB2105
 LB2105.Superseded values are not recommended for survey control.
 LB2105
 LB2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2105.See file dsdata.pdf to determine how the superseded data were derived.
 LB2105
 LB2105_MARKER: I = METAL ROD
 LB2105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2105_STAMPING: W 361 1986
 LB2105_MARK LOGO: NGS
 LB2105_PROJECTION: FLUSH
 LB2105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2105+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 LB2105_ROD/PIPE-DEPTH: 8.5 meters
 LB2105
 LB2105  HISTORY     - Date     Condition        Report By
 LB2105  HISTORY     - 1986     MONUMENTED       NGS
 LB2105  HISTORY     - 19980723 GOOD             WOOLPT
 LB2105  HISTORY     - 20050722 GOOD             JCLS
 LB2105
 LB2105                          STATION DESCRIPTION
 LB2105
 LB2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2105'13.8 KM (8.6 MI) NORTH FROM CAYUGA.
 LB2105'13.8 KM (8.55 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2105'WITH STATE HIGHWAY 234 IN CAYUGA, 43.8 M (143.7 FT) NORTH OF THE
 LB2105'CENTER OF COUNTY ROAD 1300 N, 30.5 M (100.1 FT) WEST OF THE CENTERLINE
 LB2105'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT)
 LB2105'WEST-SOUTHWEST OF THE WEST END OF AN 18-INCH CONCRETE CULVERT, AND
 LB2105'15.4 M (50.5 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 LB2105'IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2105'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 LB2105'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LB2105
 LB2105                          STATION RECOVERY (1998)
 LB2105
 LB2105'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB2105'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS).   NOTE--STATION MAY
 LB2105'ALSO BE REACHED BY TRAVELING SOUTH ON STATE ROUTE 63 FROM THE
 LB2105'INTERSECTION OF STATE ROUTE 63 AND STATE ROUTE 136 FOR 3.75 MI (6.03
 LB2105'KM) TO THE STATION ON THE RIGHT.
 LB2105
 LB2105                          STATION RECOVERY (2005)
 LB2105
 LB2105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 LB2105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3384 ***********************************************************************
 ME3384  DESIGNATION -  W 367
 ME3384  PID         -  ME3384
 ME3384  STATE/COUNTY-  IN/PORTER
 ME3384  COUNTRY     -  US
 ME3384  USGS QUAD   -  WANATAH (2019)
 ME3384
 ME3384                         *CURRENT SURVEY CONTROL
 ME3384  ______________________________________________________________________
 ME3384* NAD 83(1986) POSITION- 41 26 16.61   (N) 086 57 15.00   (W)   HD_HELD1
 ME3384* NAVD 88 ORTHO HEIGHT -   221.645 (meters)      727.18  (feet) ADJUSTED
 ME3384  ______________________________________________________________________
 ME3384  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 ME3384  DYNAMIC HEIGHT  -        221.555 (meters)      726.89  (feet) COMP
 ME3384  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 ME3384
 ME3384  VERT ORDER      -  FIRST     CLASS II
 ME3384
 ME3384.The horizontal coordinates were determined by differentially corrected
 ME3384.hand held GPS observations or other comparable positioning techniques
 ME3384.and have an estimated accuracy of +/- 3 meters.
 ME3384
 ME3384.The orthometric height was determined by differential leveling and
 ME3384.adjusted by the NATIONAL GEODETIC SURVEY
 ME3384.in April 1995.
 ME3384
 ME3384.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3384.GEOID18 height accuracy estimate available here.
 ME3384
 ME3384.Click photographs - Photos may exist for this station.
 ME3384
 ME3384.The dynamic height is computed by dividing the NAVD 88
 ME3384.geopotential number by the normal gravity value computed on the
 ME3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3384.degrees latitude (g = 980.6199 gals.).
 ME3384
 ME3384.The modeled gravity was interpolated from observed gravity values.
 ME3384
 ME3384;                    North         East    Units  Estimated Accuracy
 ME3384;SPC IN W     -   687,202.2     910,794.9     MT  (+/- 3 meters HH1 GPS) 
 ME3384
 ME3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0382987376(NAD 83)
 ME3384
 ME3384                          SUPERSEDED SURVEY CONTROL
 ME3384
 ME3384  NGVD 29 (01/19/93)  221.741  (m)          727.50   (f) ADJUSTED    1 2
 ME3384
 ME3384.Superseded values are not recommended for survey control.
 ME3384
 ME3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3384.See file dsdata.pdf to determine how the superseded data were derived.
 ME3384
 ME3384_MARKER: I = METAL ROD
 ME3384_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3384_STAMPING: W 367 1992
 ME3384_MARK LOGO: NGS
 ME3384_PROJECTION: FLUSH
 ME3384_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3384+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3384_ROD/PIPE-DEPTH: 24.4 meters
 ME3384_SLEEVE-DEPTH  : 0.9 meters
 ME3384
 ME3384  HISTORY     - Date     Condition        Report By
 ME3384  HISTORY     - 1992     MONUMENTED       NGS
 ME3384
 ME3384                          STATION DESCRIPTION
 ME3384
 ME3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3384'5.4 KM (3.35 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME3384'OF U.S. HIGHWAY 421 IN WANATAH, 19.9 M (65.3 FT) SOUTH OF THE
 ME3384'CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 30, 16.0 M
 ME3384'(52.5 FT) EAST OF THE CENTER OF COUNTY ROAD 575 EAST, 12.4 M
 ME3384'(40.7 FT) NORTH OF THE NEAR RAIL, 10.6 M (34.8 FT) EAST-SOUTHEAST OF
 ME3384'A UTILITY POLE WITH A GUY CABLE, 8.6 M (28.2 FT) SOUTHEAST OF THE
 ME3384'EAST END OF A CULVERT, 1.6 M (5.2 FT) NORTH OF A WITNESS POST, AND
 ME3384'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 ME3384'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 ME3384'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1091 ***********************************************************************
 LA1091  DESIGNATION -  W 37
 LA1091  PID         -  LA1091
 LA1091  STATE/COUNTY-  IN/JAY
 LA1091  COUNTRY     -  US
 LA1091  USGS QUAD   -  BLAINE (2019)
 LA1091
 LA1091                         *CURRENT SURVEY CONTROL
 LA1091  ______________________________________________________________________
 LA1091* NAD 83(1986) POSITION- 40 26 19.     (N) 085 02 00.     (W)   SCALED
 LA1091* NAVD 88 ORTHO HEIGHT -   278.336 (meters)      913.17  (feet) ADJUSTED
 LA1091  ______________________________________________________________________
 LA1091  GEOID HEIGHT    -        -33.664 (meters)                     GEOID18
 LA1091  DYNAMIC HEIGHT  -        278.197 (meters)      912.72  (feet) COMP
 LA1091  MODELED GRAVITY -    980,118.9   (mgal)                       NAVD 88
 LA1091
 LA1091  VERT ORDER      -  SECOND    CLASS 0
 LA1091
 LA1091.The horizontal coordinates were scaled from a map and have
 LA1091.an estimated accuracy of +/- 6 seconds.
 LA1091
 LA1091.The orthometric height was determined by differential leveling and
 LA1091.adjusted by the NATIONAL GEODETIC SURVEY
 LA1091.in June 1991.
 LA1091
 LA1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1091.GEOID18 height accuracy estimate available here.
 LA1091
 LA1091.Click photographs - Photos may exist for this station.
 LA1091
 LA1091.The dynamic height is computed by dividing the NAVD 88
 LA1091.geopotential number by the normal gravity value computed on the
 LA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1091.degrees latitude (g = 980.6199 gals.).
 LA1091
 LA1091.The modeled gravity was interpolated from observed gravity values.
 LA1091
 LA1091;                    North         East    Units  Estimated Accuracy
 LA1091;SPC IN E     -   576,410.      153,730.      MT  (+/- 180 meters Scaled)
 LA1091
 LA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK668782(NAD 83)
 LA1091
 LA1091                          SUPERSEDED SURVEY CONTROL
 LA1091
 LA1091  NGVD 29 (??/??/92)  278.484  (m)          913.66   (f) ADJ UNCH    2 0
 LA1091
 LA1091.Superseded values are not recommended for survey control.
 LA1091
 LA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1091.See file dsdata.pdf to determine how the superseded data were derived.
 LA1091
 LA1091_MARKER: DB = BENCH MARK DISK
 LA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1091_STAMPING: W 37 1934
 LA1091_MARK LOGO: CGS
 LA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1091+STABILITY: SURFACE MOTION
 LA1091
 LA1091  HISTORY     - Date     Condition        Report By
 LA1091  HISTORY     - 1934     MONUMENTED       CGS
 LA1091  HISTORY     - 1947     GOOD             CGS
 LA1091  HISTORY     - 20091013 MARK NOT FOUND   INDOT
 LA1091
 LA1091                          STATION DESCRIPTION
 LA1091
 LA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1091'3.5 MI W FROM PORTLAND.
 LA1091'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 LA1091'AT PORTLAND, ABOUT 0.25 MILE EAST OF A RIGHT ANGLE TURN IN
 LA1091'THE HIGHWAY, AT THE SOUTHEAST CORNER OF THE YARD AT THE SYLVESTER
 LA1091'STARR FARM HOUSE, 43.5 FEET NORTH OF THE CENTER LINE OF THE
 LA1091'HIGHWAY, 79 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE
 LA1091'PORCH, 26 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE EAST
 LA1091'YARD FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LA1091'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LA1091
 LA1091                          STATION RECOVERY (2009)
 LA1091
 LA1091'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (LAM)
 LA1091'FARM HOUSE CALLED FOR HAS BEEN REPLACED WITH ANOTHER HOUSE.  YARD
 LA1091'FENCE CALLED FOR IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7528 ***********************************************************************
 DR7528  DESIGNATION -  W 375
 DR7528  PID         -  DR7528
 DR7528  STATE/COUNTY-  IN/LAGRANGE
 DR7528  COUNTRY     -  US
 DR7528  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7528
 DR7528                         *CURRENT SURVEY CONTROL
 DR7528  ______________________________________________________________________
 DR7528* NAD 83(1986) POSITION- 41 38 49.87   (N) 085 33 38.88   (W)   HD_HELD1
 DR7528* NAVD 88 ORTHO HEIGHT -   275.756 (meters)      904.71  (feet) ADJUSTED
 DR7528  ______________________________________________________________________
 DR7528  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 DR7528  DYNAMIC HEIGHT  -        275.650 (meters)      904.36  (feet) COMP
 DR7528  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 DR7528
 DR7528  VERT ORDER      -  SECOND    CLASS I
 DR7528
 DR7528.The horizontal coordinates were determined by differentially corrected
 DR7528.hand held GPS observations or other comparable positioning techniques
 DR7528.and have an estimated accuracy of +/- 3 meters.
 DR7528
 DR7528.The orthometric height was determined by differential leveling and
 DR7528.adjusted by the NATIONAL GEODETIC SURVEY
 DR7528.in March 2022.
 DR7528
 DR7528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7528.GEOID18 height accuracy estimate available here.
 DR7528
 DR7528.Click photographs - Photos may exist for this station.
 DR7528
 DR7528.The dynamic height is computed by dividing the NAVD 88
 DR7528.geopotential number by the normal gravity value computed on the
 DR7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7528.degrees latitude (g = 980.6199 gals.).
 DR7528
 DR7528.The modeled gravity was interpolated from observed gravity values.
 DR7528
 DR7528;                    North         East    Units  Estimated Accuracy
 DR7528;SPC IN E     -   710,437.8     108,819.1     MT  (+/- 3 meters HH1 GPS) 
 DR7528
 DR7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1984811605(NAD 83)
 DR7528
 DR7528                          SUPERSEDED SURVEY CONTROL
 DR7528
 DR7528.No superseded survey control is available for this station.
 DR7528
 DR7528_MARKER: F = FLANGE-ENCASED ROD
 DR7528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7528_STAMPING: W 375 2018
 DR7528_MARK LOGO: NONE
 DR7528_PROJECTION: RECESSED 8 CENTIMETERS
 DR7528_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7528+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DR7528_ROD/PIPE-DEPTH: 14.6 meters
 DR7528_SLEEVE-DEPTH  : 0.9 meters
 DR7528
 DR7528  HISTORY     - Date     Condition        Report By
 DR7528  HISTORY     - 20180614 MONUMENTED       INDOT
 DR7528
 DR7528                          STATION DESCRIPTION
 DR7528
 DR7528'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7528'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF TOPEKA, 7.5 MI
 DR7528'(12.1 KM) WEST OF LAGRANGE AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF
 DR7528'SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7528'
 DR7528'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7528'TRAVEL EAST AND SOUTHEAST 1.16 MI (1.87 KM) ALONG U.S. HIGHWAY 20 TO
 DR7528'THE MONUMENT ON THE RIGHT (SOUTHWEST) SIDE OF THE ROAD, LOCATED NEAR
 DR7528'THE WEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7528'ROAD WEST 700 NORTH.
 DR7528'
 DR7528'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 55 FT (16.8 M)
 DR7528'SOUTHWEST OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 25 FT
 DR7528'(7.6 M) WEST OF THE WEST EDGE OF PAVEMENT OF COUNTY ROAD WEST 700
 DR7528'NORTH.  IT IS LOCATED 17.91 FT (5.5 M) EAST-NORTHEAST OF THE NORTHEAST
 DR7528'CORNER OF A CONCRETE R.W. MARKER, 159.14 FT (48.5 M) EAST-SOUTHEAST OF
 DR7528'THE NORTHEAST CORNER OF THE NORTH POST OF A COMMERCIAL SIGN, 42.14 FT
 DR7528'(12.8 M) NORTH OF THE NORTHWEST CORNER OF A CONCRETE R.W. MARKER AND
 DR7528'124.67 FT (38.0 M) NORTHEAST OF A MAG NAILSET IN THE NORTHEAST FACE OF
 DR7528'THE THIRD FENCE POST SOUTH OF THE CORNER POST.
 DR7528'
 DR7528'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7528'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7552 ***********************************************************************
 DR7552  DESIGNATION -  W 376
 DR7552  PID         -  DR7552
 DR7552  STATE/COUNTY-  IN/STEUBEN
 DR7552  COUNTRY     -  US
 DR7552  USGS QUAD   -  ORLAND (2019)
 DR7552
 DR7552                         *CURRENT SURVEY CONTROL
 DR7552  ______________________________________________________________________
 DR7552* NAD 83(1986) POSITION- 41 38 31.81   (N) 085 09 37.28   (W)   HD_HELD1
 DR7552* NAVD 88 ORTHO HEIGHT -   288.648 (meters)      947.01  (feet) ADJUSTED
 DR7552  ______________________________________________________________________
 DR7552  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 DR7552  DYNAMIC HEIGHT  -        288.537 (meters)      946.64  (feet) COMP
 DR7552  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 DR7552
 DR7552  VERT ORDER      -  SECOND    CLASS I
 DR7552
 DR7552.The horizontal coordinates were determined by differentially corrected
 DR7552.hand held GPS observations or other comparable positioning techniques
 DR7552.and have an estimated accuracy of +/- 3 meters.
 DR7552
 DR7552.The orthometric height was determined by differential leveling and
 DR7552.adjusted by the NATIONAL GEODETIC SURVEY
 DR7552.in March 2022.
 DR7552
 DR7552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7552.GEOID18 height accuracy estimate available here.
 DR7552
 DR7552.Click photographs - Photos may exist for this station.
 DR7552
 DR7552.The dynamic height is computed by dividing the NAVD 88
 DR7552.geopotential number by the normal gravity value computed on the
 DR7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7552.degrees latitude (g = 980.6199 gals.).
 DR7552
 DR7552.The modeled gravity was interpolated from observed gravity values.
 DR7552
 DR7552;                    North         East    Units  Estimated Accuracy
 DR7552;SPC IN E     -   709,999.1     142,181.1     MT  (+/- 3 meters HH1 GPS) 
 DR7552
 DR7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5320811682(NAD 83)
 DR7552
 DR7552                          SUPERSEDED SURVEY CONTROL
 DR7552
 DR7552.No superseded survey control is available for this station.
 DR7552
 DR7552_MARKER: F = FLANGE-ENCASED ROD
 DR7552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7552_STAMPING: W 376 2018
 DR7552_MARK LOGO: NONE
 DR7552_PROJECTION: RECESSED 8 CENTIMETERS
 DR7552_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7552+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DR7552_ROD/PIPE-DEPTH: 27.7 meters
 DR7552_SLEEVE-DEPTH  : 0.9 meters
 DR7552
 DR7552  HISTORY     - Date     Condition        Report By
 DR7552  HISTORY     - 20180710 MONUMENTED       INDOT
 DR7552
 DR7552                          STATION DESCRIPTION
 DR7552
 DR7552'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7552'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF MONGO,
 DR7552'6.1 MI (9.8 KM) SOUTH OF ORLAND AND 4.7 MI (7.6 KM) NORTH-NORTHEAST OF
 DR7552'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7552'
 DR7552'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7552'TRAVEL EAST AND SOUTHEAST 0.81 MI (1.30 KM) ALONG U.S. HIGHWAY 20 TO
 DR7552'THE MONUMENT ON THE LEFT (NORTHEAST) SIDE OF THE ROAD, LOCATED IN THE
 DR7552'NORTH QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY ROAD
 DR7552'NORTH 900 WEST.
 DR7552'
 DR7552'THE STATION IS FLUSH WITH THE GROUND, 46.5 FT (14.2 M) NORTHEAST OF
 DR7552'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20 AND 44.4 FT (13.5 M)
 DR7552'WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD NORTH 900 WEST.  IT
 DR7552'IS LOCATED 222.24 FT (67.7 M) SOUTHEAST OF A MAG NAIL SET IN POWER
 DR7552'POLE 498-375 AND 13.71 FT (4.2 M) NORTHWEST OF A MAG NAIL SET IN POWER
 DR7552'POLE 498-376.
 DR7552'
 DR7552'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7552'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7577 ***********************************************************************
 DR7577  DESIGNATION -  W 377
 DR7577  PID         -  DR7577
 DR7577  STATE/COUNTY-  IN/NOBLE
 DR7577  COUNTRY     -  US
 DR7577  USGS QUAD   -  WOLCOTTVILLE (2019)
 DR7577
 DR7577                         *CURRENT SURVEY CONTROL
 DR7577  ______________________________________________________________________
 DR7577* NAD 83(1986) POSITION- 41 30 21.84   (N) 085 16 34.75   (W)   HD_HELD1
 DR7577* NAVD 88 ORTHO HEIGHT -   288.680 (meters)      947.11  (feet) ADJUSTED
 DR7577  ______________________________________________________________________
 DR7577  GEOID HEIGHT    -        -33.148 (meters)                     GEOID18
 DR7577  DYNAMIC HEIGHT  -        288.566 (meters)      946.74  (feet) COMP
 DR7577  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 DR7577
 DR7577  VERT ORDER      -  SECOND    CLASS I
 DR7577
 DR7577.The horizontal coordinates were determined by differentially corrected
 DR7577.hand held GPS observations or other comparable positioning techniques
 DR7577.and have an estimated accuracy of +/- 3 meters.
 DR7577
 DR7577.The orthometric height was determined by differential leveling and
 DR7577.adjusted by the NATIONAL GEODETIC SURVEY
 DR7577.in March 2022.
 DR7577
 DR7577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7577.GEOID18 height accuracy estimate available here.
 DR7577
 DR7577.Click photographs - Photos may exist for this station.
 DR7577
 DR7577.The dynamic height is computed by dividing the NAVD 88
 DR7577.geopotential number by the normal gravity value computed on the
 DR7577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7577.degrees latitude (g = 980.6199 gals.).
 DR7577
 DR7577.The modeled gravity was interpolated from observed gravity values.
 DR7577
 DR7577;                    North         East    Units  Estimated Accuracy
 DR7577;SPC IN E     -   694,833.0     132,588.4     MT  (+/- 3 meters HH1 GPS) 
 DR7577
 DR7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4385296371(NAD 83)
 DR7577
 DR7577                          SUPERSEDED SURVEY CONTROL
 DR7577
 DR7577.No superseded survey control is available for this station.
 DR7577
 DR7577_MARKER: F = FLANGE-ENCASED ROD
 DR7577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7577_STAMPING: 2018 W 377
 DR7577_MARK LOGO: NONE
 DR7577_PROJECTION: RECESSED 8 CENTIMETERS
 DR7577_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7577+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2018
 DR7577_ROD/PIPE-DEPTH: 26.7 meters
 DR7577_SLEEVE-DEPTH  : 0.9 meters
 DR7577
 DR7577  HISTORY     - Date     Condition        Report By
 DR7577  HISTORY     - 20180726 MONUMENTED       INDOT
 DR7577
 DR7577                          STATION DESCRIPTION
 DR7577
 DR7577'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7577'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF STROH, 4.9 MI
 DR7577'(7.9 KM) EAST-SOUTHEAST OF WOLCOTTVILLE AND 4.5 MI (7.2 KM) NORTH OF
 DR7577'KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7577'
 DR7577'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7577'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 3.78 MI (6.08 KM)
 DR7577'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7577'ROAD.
 DR7577'
 DR7577'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 36 FT (11.0 M)
 DR7577'EAST OF THE STATE ROAD 3 CENTERLINE AND APPROXIMATELY 110 FT (33.5 M)
 DR7577'NORTH OF THE EAST LEIGHTY ROAD CENTERLINE.  IT IS LOCATED 31.98 (9.7
 DR7577'M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SHED, 13.82 FT (4.2 M)
 DR7577'NORTH-NORTHEAST OF A MAG NAIL SET IN THE NORTH FACE OF A POWER POLE
 DR7577'(NO NUMBER), 7.53 FT (2.3 M) SOUTH OF THE SOUTH FACE OF A CONCRETE
 DR7577'R.W. MARKER AT GRADE AND 81.78 FT (24.9 M) SOUTH-SOUTHWEST OF THE
 DR7577'SOUTHWEST CORNER OF A 1 STORY CARPORT.
 DR7577'
 DR7577'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7577'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0819 ***********************************************************************
 LA0819  DESIGNATION -  W 38
 LA0819  PID         -  LA0819
 LA0819  STATE/COUNTY-  IN/JAY
 LA0819  COUNTRY     -  US
 LA0819  USGS QUAD   -  PETROLEUM (2019)
 LA0819
 LA0819                         *CURRENT SURVEY CONTROL
 LA0819  ______________________________________________________________________
 LA0819* NAD 83(1986) POSITION- 40 33 18.     (N) 085 09 00.     (W)   SCALED
 LA0819* NAVD 88 ORTHO HEIGHT -   274.063 (meters)      899.16  (feet) ADJUSTED
 LA0819  ______________________________________________________________________
 LA0819  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 LA0819  DYNAMIC HEIGHT  -        273.927 (meters)      898.71  (feet) COMP
 LA0819  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 LA0819
 LA0819  VERT ORDER      -  SECOND    CLASS 0
 LA0819
 LA0819.The horizontal coordinates were scaled from a map and have
 LA0819.an estimated accuracy of +/- 6 seconds.
 LA0819
 LA0819.The orthometric height was determined by differential leveling and
 LA0819.adjusted by the NATIONAL GEODETIC SURVEY
 LA0819.in June 1991.
 LA0819
 LA0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0819.GEOID18 height accuracy estimate available here.
 LA0819
 LA0819.Click photographs - Photos may exist for this station.
 LA0819
 LA0819.The dynamic height is computed by dividing the NAVD 88
 LA0819.geopotential number by the normal gravity value computed on the
 LA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0819.degrees latitude (g = 980.6199 gals.).
 LA0819
 LA0819.The modeled gravity was interpolated from observed gravity values.
 LA0819
 LA0819;                    North         East    Units  Estimated Accuracy
 LA0819;SPC IN E     -   589,270.      143,760.      MT  (+/- 180 meters Scaled)
 LA0819
 LA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK566910(NAD 83)
 LA0819
 LA0819                          SUPERSEDED SURVEY CONTROL
 LA0819
 LA0819  NGVD 29 (??/??/92)  274.199  (m)          899.60   (f) ADJ UNCH    2 0
 LA0819
 LA0819.Superseded values are not recommended for survey control.
 LA0819
 LA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0819.See file dsdata.pdf to determine how the superseded data were derived.
 LA0819
 LA0819_MARKER: DB = BENCH MARK DISK
 LA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0819_STAMPING: W 38 1934
 LA0819_MARK LOGO: CGS
 LA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0819+STABILITY: SURFACE MOTION
 LA0819
 LA0819  HISTORY     - Date     Condition        Report By
 LA0819  HISTORY     - 1934     MONUMENTED       CGS
 LA0819  HISTORY     - 1947     GOOD             CGS
 LA0819
 LA0819                          STATION DESCRIPTION
 LA0819
 LA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0819'4.2 MI N FROM PENNVILLE.
 LA0819'4.2 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA0819'PENNVILLE, 0.15 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 18
 LA0819'AT FIAT, 39 FEET NORTH OF THE NORTH CITY LIMIT SIGN POST, 27 FEET
 LA0819'WEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF A FENCE
 LA0819'CORNER, 5 FEET SOUTH OF A POWER POLE, 2.5 FEET EAST OF THE FENCE
 LA0819'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0819'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0819'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1497 ***********************************************************************
 MD1497  DESIGNATION -  W 4
 MD1497  PID         -  MD1497
 MD1497  STATE/COUNTY-  IN/LAGRANGE
 MD1497  COUNTRY     -  US
 MD1497  USGS QUAD   -  WOLCOTTVILLE (2019)
 MD1497
 MD1497                         *CURRENT SURVEY CONTROL
 MD1497  ______________________________________________________________________
 MD1497* NAD 83(1997) POSITION- 41 34 13.18470(N) 085 18 32.57480(W)   ADJUSTED
 MD1497* NAVD 88 ORTHO HEIGHT -   298.25  (+/-2cm)      978.5   (feet) VERTCON3
 MD1497  ______________________________________________________________________
 MD1497  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 MD1497  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 MD1497  HORZ ORDER      -  SECOND
 MD1497  VERT ORDER      -  THIRD ? (See Below)
 MD1497
 MD1497.The horizontal coordinates were established by classical geodetic methods
 MD1497.and adjusted by the National Geodetic Survey in May 1999.
 MD1497
 MD1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1497
 MD1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1497.GEOID18 height accuracy estimate available here.
 MD1497
 MD1497.The vertical order pertains to the NGVD 29 superseded value.
 MD1497
 MD1497.Click photographs - Photos may exist for this station.
 MD1497
 MD1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1497
 MD1497. The following values were computed from the NAD 83(1997) position.
 MD1497
 MD1497;                    North         East     Units Scale Factor Converg.
 MD1497;SPC IN E     -   701,958.269   129,826.444   MT  0.99997761   +0 14 14.3
 MD1497;SPC IN E     - 2,303,008.09    425,938.93   sFT  0.99997761   +0 14 14.3
 MD1497;UTM  16      - 4,603,452.763   640,981.182   MT  0.99984460   +1 07 19.9
 MD1497
 MD1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1497!SPC IN E     -   0.99995843  x   0.99997761  =   0.99993604
 MD1497!UTM  16      -   0.99995843  x   0.99984460  =   0.99980303
 MD1497
 MD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4098103452(NAD 83)
 MD1497
 MD1497                          SUPERSEDED SURVEY CONTROL
 MD1497
 MD1497  NAD 83(1995)-  41 34 13.18475(N)    085 18 32.57877(W) AD(       ) 2
 MD1497  NAD 83(1994)-  41 34 13.18438(N)    085 18 32.58365(W) AD(       ) 2
 MD1497  NAD 83(1986)-  41 34 13.18521(N)    085 18 32.58651(W) AD(       ) 2
 MD1497  NAD 27      -  41 34 13.00540(N)    085 18 32.67490(W) AD(       ) 2
 MD1497  NGVD 29             298.38   (m)          978.9    (f) LEVELING    3  
 MD1497
 MD1497.Superseded values are not recommended for survey control.
 MD1497
 MD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1497.See file dsdata.pdf to determine how the superseded data were derived.
 MD1497
 MD1497_MARKER: DB = BENCH MARK DISK
 MD1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1497_STAMPING: W-4 979 1939
 MD1497_MARK LOGO: USGS
 MD1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1497+STABILITY: SURFACE MOTION
 MD1497
 MD1497  HISTORY     - Date     Condition        Report By
 MD1497  HISTORY     - 1939     MONUMENTED       USGS
 MD1497  HISTORY     - 1946     GOOD             CGS
 MD1497  HISTORY     - 1960     GOOD             CGS
 MD1497
 MD1497                          STATION DESCRIPTION
 MD1497
 MD1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1497'THE STATION IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST FROM WOODRUFF AND
 MD1497'3 MILES NORTHWEST
 MD1497'FROM SOUTH MILFORD.  IT IS 30 FEET NORTHWEST OF A T-ROAD INTERSECTION
 MD1497'AND 1 FOOT EAST OF A NORTH-SOUTH
 MD1497'FENCE LINE.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 MD1497'STATION WOODRUFF AND THE DISTANCE WAS FOUND TO BE
 MD1497'34.351 METERS.  THE MARK IS AN
 MD1497'8 BY 8 CONCRETE POST PROJECTING ABOUT 6 INCHES.  THE DISK IS STAMPED
 MD1497'W-4 979 FT. (ELEV.) 1939.  THE DISK
 MD1497'IS A STANDARD USGS BENCH MARK.
 MD1497'
 MD1497'TO REACH THE STATION FROM THE OVERPASS IN SOUTH MILFORD, GO NORTH ON
 MD1497'STATE HIGHWAY 3 FOR 2.5 MILES TO
 MD1497'A CROSSROAD, TURN LEFT AND GO WEST FOR 2.0 MILES TO A T-ROAD
 MD1497'INTERSECTION AND THE STATION AS
 MD1497'DESCRIBED.
 MD1497
 MD1497                          STATION RECOVERY (1960)
 MD1497
 MD1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1497'STATION RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1497'DESCRIBED IN 1946 BY R.C.
 MD1497'BOLSTAD WHO TRAVERSE-CONNECTED IT TO TRIANGULATION STATION WOODRUFF
 MD1497'FOR WHICH SEE DESCRIPTION OF
 MD1497'WOODRUFF.
 MD1497'
 MD1497'ABOUT 2.5 MILES N ALONG NO. 327 INDIANA HWY. FROM ITS UNDERPASS OF
 MD1497'THE RAILROAD IN SOUTH MILFORD
 MD1497'AND TURN LEFT, THENCE 2.0 MILES W ON GRAVEL ROAD TO T-INTERSECTION
 MD1497'AND THE STATION, 20 FEET W OF CENTER
 MD1497'LINE OF ONE ROAD, LEVEL WITH SAME, 15 FEET N OF PROJECTED
 MD1497'CENTER LINE OF THE OTHER ROAD, 3 FEET SSE OF
 MD1497'GATEPOST, AND 1 FOOT W OF THE FENCE, THE
 MD1497'MARK IS STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MD1497'W 4 979 1939 (979 IS THE
 MD1497'ELEVATION) SET IN TOP OF 6- BY 6-INCH CONCRETE POST THAT PROJECTS 0.5
 MD1497'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1725 ***********************************************************************
 JZ1725  DESIGNATION -  W 40
 JZ1725  PID         -  JZ1725
 JZ1725  STATE/COUNTY-  IN/WAYNE
 JZ1725  COUNTRY     -  US
 JZ1725  USGS QUAD   -  HAGERSTOWN (2019)
 JZ1725
 JZ1725                         *CURRENT SURVEY CONTROL
 JZ1725  ______________________________________________________________________
 JZ1725* NAD 83(1986) POSITION- 39 54 20.     (N) 085 09 51.     (W)   SCALED
 JZ1725* NAVD 88 ORTHO HEIGHT -   301.952 (meters)      990.65  (feet) ADJUSTED
 JZ1725  ______________________________________________________________________
 JZ1725  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 JZ1725  DYNAMIC HEIGHT  -        301.780 (meters)      990.09  (feet) COMP
 JZ1725  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 JZ1725
 JZ1725  VERT ORDER      -  SECOND    CLASS 0
 JZ1725
 JZ1725.The horizontal coordinates were scaled from a map and have
 JZ1725.an estimated accuracy of +/- 6 seconds.
 JZ1725
 JZ1725.The orthometric height was determined by differential leveling and
 JZ1725.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1725.in June 1991.
 JZ1725
 JZ1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1725.GEOID18 height accuracy estimate available here.
 JZ1725
 JZ1725.Click photographs - Photos may exist for this station.
 JZ1725
 JZ1725.The dynamic height is computed by dividing the NAVD 88
 JZ1725.geopotential number by the normal gravity value computed on the
 JZ1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1725.degrees latitude (g = 980.6199 gals.).
 JZ1725
 JZ1725.The modeled gravity was interpolated from observed gravity values.
 JZ1725
 JZ1725;                    North         East    Units  Estimated Accuracy
 JZ1725;SPC IN E     -   517,150.      142,970.      MT  (+/- 180 meters Scaled)
 JZ1725
 JZ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK569188(NAD 83)
 JZ1725
 JZ1725                          SUPERSEDED SURVEY CONTROL
 JZ1725
 JZ1725  NGVD 29 (??/??/92)  302.092  (m)          991.11   (f) ADJ UNCH    2 0
 JZ1725
 JZ1725.Superseded values are not recommended for survey control.
 JZ1725
 JZ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1725.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1725
 JZ1725_MARKER: DB = BENCH MARK DISK
 JZ1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1725_STAMPING: W 40 1934
 JZ1725_MARK LOGO: CGS
 JZ1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1725+STABILITY: SURFACE MOTION
 JZ1725
 JZ1725  HISTORY     - Date     Condition        Report By
 JZ1725  HISTORY     - 1934     MONUMENTED       CGS
 JZ1725  HISTORY     - 1958     MARK NOT FOUND   CGS
 JZ1725
 JZ1725                          STATION DESCRIPTION
 JZ1725
 JZ1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1725'AT HAGERSTOWN.
 JZ1725'AT HAGERSTOWN, WAYNE COUNTY, ON THE PENNSYLVANIA RAILROAD, 12
 JZ1725'RAILS WEST OF THE STATION, 20.2 FEET SOUTH OF THE SOUTH RAIL,
 JZ1725'5.5 FEET EAST OF THE EAST EDGE OF THE CONCRETE FOUNDATION OF A
 JZ1725'WATER TANK, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JZ1725'STAMPED W 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1725
 JZ1725                          STATION RECOVERY (1958)
 JZ1725
 JZ1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JZ1725'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1420 ***********************************************************************
 LA1420  DESIGNATION -  W 41
 LA1420  PID         -  LA1420
 LA1420  STATE/COUNTY-  IN/MADISON
 LA1420  COUNTRY     -  US
 LA1420  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1420
 LA1420                         *CURRENT SURVEY CONTROL
 LA1420  ______________________________________________________________________
 LA1420* NAD 83(1986) POSITION- 40 05 24.     (N) 085 39 01.     (W)   SCALED
 LA1420* NAVD 88 ORTHO HEIGHT -   275.813 (meters)      904.90  (feet) ADJUSTED
 LA1420  ______________________________________________________________________
 LA1420  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 LA1420  DYNAMIC HEIGHT  -        275.664 (meters)      904.41  (feet) COMP
 LA1420  MODELED GRAVITY -    980,081.0   (mgal)                       NAVD 88
 LA1420
 LA1420  VERT ORDER      -  SECOND    CLASS 0
 LA1420
 LA1420.The horizontal coordinates were scaled from a map and have
 LA1420.an estimated accuracy of +/- 6 seconds.
 LA1420
 LA1420.The orthometric height was determined by differential leveling and
 LA1420.adjusted by the NATIONAL GEODETIC SURVEY
 LA1420.in June 1991.
 LA1420
 LA1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1420.GEOID18 height accuracy estimate available here.
 LA1420
 LA1420.Click photographs - Photos may exist for this station.
 LA1420
 LA1420.The dynamic height is computed by dividing the NAVD 88
 LA1420.geopotential number by the normal gravity value computed on the
 LA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1420.degrees latitude (g = 980.6199 gals.).
 LA1420
 LA1420.The modeled gravity was interpolated from observed gravity values.
 LA1420
 LA1420;                    North         East    Units  Estimated Accuracy
 LA1420;SPC IN E     -   537,510.      101,400.      MT  (+/- 180 meters Scaled)
 LA1420
 LA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150386(NAD 83)
 LA1420
 LA1420                          SUPERSEDED SURVEY CONTROL
 LA1420
 LA1420  NGVD 29 (??/??/92)  275.951  (m)          905.35   (f) ADJ UNCH    2 0
 LA1420
 LA1420.Superseded values are not recommended for survey control.
 LA1420
 LA1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1420.See file dsdata.pdf to determine how the superseded data were derived.
 LA1420
 LA1420_MARKER: DB = BENCH MARK DISK
 LA1420_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1420+WITH SETTING: PAVEMENT
 LA1420_SP_SET: SWITCH BASE
 LA1420_STAMPING: W 41 1934
 LA1420_MARK LOGO: CGS
 LA1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1420+STABILITY: SURFACE MOTION
 LA1420
 LA1420  HISTORY     - Date     Condition        Report By
 LA1420  HISTORY     - 1934     MONUMENTED       CGS
 LA1420  HISTORY     - 1947     GOOD             CGS
 LA1420
 LA1420                          STATION DESCRIPTION
 LA1420
 LA1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1420'1.8 MI E FROM ANDERSON.
 LA1420'1.8 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA1420'LOUIS RAILWAY FROM THE STATION AT ANDERSON, MADISON COUNTY, 40
 LA1420'YARDS NORTHEAST OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, 4
 LA1420'YARDS NORTH OF THE GRIDLEY SIGNAL TOWER, AT POLE 245/45, IN THE TOP
 LA1420'OF THE NORTHWEST CORNER OF A CONCRETE SWITCH BASE, 0.8 FOOT
 LA1420'SOUTHEAST OF THE NORTHWEST CORNER, AND LEVEL WITH THE TRACK.  A
 LA1420'STANDARD DISK, STAMPED W 41 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2390 ***********************************************************************
 JZ2390  DESIGNATION -  W 43
 JZ2390  PID         -  JZ2390
 JZ2390  STATE/COUNTY-  IN/HENRY
 JZ2390  COUNTRY     -  US
 JZ2390  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2390
 JZ2390                         *CURRENT SURVEY CONTROL
 JZ2390  ______________________________________________________________________
 JZ2390* NAD 83(1986) POSITION- 39 47 42.4    (N) 085 31 37.7    (W)   HD_HELD2
 JZ2390* NAVD 88 ORTHO HEIGHT -   285.874 (meters)      937.90  (feet) ADJUSTED
 JZ2390  ______________________________________________________________________
 JZ2390  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ2390  DYNAMIC HEIGHT  -        285.711 (meters)      937.37  (feet) COMP
 JZ2390  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 JZ2390
 JZ2390  VERT ORDER      -  SECOND    CLASS 0
 JZ2390
 JZ2390.The horizontal coordinates were established by autonomous hand held GPS
 JZ2390.observations and have an estimated accuracy of +/- 10 meters.
 JZ2390
 JZ2390.The orthometric height was determined by differential leveling and
 JZ2390.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2390.in June 1991.
 JZ2390
 JZ2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2390.GEOID18 height accuracy estimate available here.
 JZ2390
 JZ2390.Click photographs - Photos may exist for this station.
 JZ2390
 JZ2390.The dynamic height is computed by dividing the NAVD 88
 JZ2390.geopotential number by the normal gravity value computed on the
 JZ2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2390.degrees latitude (g = 980.6199 gals.).
 JZ2390
 JZ2390.The modeled gravity was interpolated from observed gravity values.
 JZ2390
 JZ2390;                    North         East    Units  Estimated Accuracy
 JZ2390;SPC IN E     -   504,778.      111,950.      MT  (+/- 10 meters HH2 GPS)
 JZ2390
 JZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2610006054(NAD 83)
 JZ2390
 JZ2390                          SUPERSEDED SURVEY CONTROL
 JZ2390
 JZ2390  NGVD 29 (??/??/92)  286.002  (m)          938.32   (f) ADJ UNCH    2 0
 JZ2390
 JZ2390.Superseded values are not recommended for survey control.
 JZ2390
 JZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2390.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2390
 JZ2390_MARKER: DB = BENCH MARK DISK
 JZ2390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2390_SP_SET: BUILDING
 JZ2390_STAMPING: W 43 1934
 JZ2390_MARK LOGO: CGS
 JZ2390_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2390+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 JZ2390
 JZ2390  HISTORY     - Date     Condition        Report By
 JZ2390  HISTORY     - 1934     MONUMENTED       CGS
 JZ2390  HISTORY     - 1947     GOOD             CGS
 JZ2390  HISTORY     - 20160802 GOOD             GEOCAC
 JZ2390  HISTORY     - 20220712 GOOD             INDOT
 JZ2390
 JZ2390                          STATION DESCRIPTION
 JZ2390
 JZ2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2390'AT KNIGHTSTOWN.
 JZ2390'AT KNIGHTSTOWN, HENRY COUNTY, ON MAIN STREET, AT THE NORTHEAST
 JZ2390'CORNER OF THE PUBLIC LIBRARY, IN THE NORTH FACE OF THE BUILDING,
 JZ2390'2.2 FEET WEST OF THE NORTHEAST CORNER, 41.3 FEET SOUTH OF THE
 JZ2390'SOUTH CURB OF THE STREET, AND 5.1 FEET ABOVE THE GROUND.
 JZ2390
 JZ2390                          STATION RECOVERY (2016)
 JZ2390
 JZ2390'RECOVERY NOTE BY GEOCACHING 2016
 JZ2390'RECOVERED IN GOOD CONDITION.
 JZ2390
 JZ2390                          STATION RECOVERY (2022)
 JZ2390
 JZ2390'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (AM)
 JZ2390'IT IS ON THE SIDE OF THE LIBRARY BUILDING, AROUND 5.5' ABOVE THE
 JZ2390'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1143 ***********************************************************************
 JZ1143  DESIGNATION -  W 44
 JZ1143  PID         -  JZ1143
 JZ1143  STATE/COUNTY-  IN/WAYNE
 JZ1143  COUNTRY     -  US
 JZ1143  USGS QUAD   -  RICHMOND (2019)
 JZ1143
 JZ1143                         *CURRENT SURVEY CONTROL
 JZ1143  ______________________________________________________________________
 JZ1143* NAD 83(1986) POSITION- 39 51 35.     (N) 084 57 28.     (W)   SCALED
 JZ1143* NAVD 88 ORTHO HEIGHT -   311.240 (meters)     1021.13  (feet) ADJUSTED
 JZ1143  ______________________________________________________________________
 JZ1143  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 JZ1143  DYNAMIC HEIGHT  -        311.061 (meters)     1020.54  (feet) COMP
 JZ1143  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 JZ1143
 JZ1143  VERT ORDER      -  SECOND    CLASS 0
 JZ1143
 JZ1143.The horizontal coordinates were scaled from a map and have
 JZ1143.an estimated accuracy of +/- 6 seconds.
 JZ1143
 JZ1143.The orthometric height was determined by differential leveling and
 JZ1143.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1143.in June 1991.
 JZ1143
 JZ1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1143.GEOID18 height accuracy estimate available here.
 JZ1143
 JZ1143.Click photographs - Photos may exist for this station.
 JZ1143
 JZ1143.The dynamic height is computed by dividing the NAVD 88
 JZ1143.geopotential number by the normal gravity value computed on the
 JZ1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1143.degrees latitude (g = 980.6199 gals.).
 JZ1143
 JZ1143.The modeled gravity was interpolated from observed gravity values.
 JZ1143
 JZ1143;                    North         East    Units  Estimated Accuracy
 JZ1143;SPC IN E     -   512,180.      160,660.      MT  (+/- 180 meters Scaled)
 JZ1143
 JZ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK746141(NAD 83)
 JZ1143
 JZ1143                          SUPERSEDED SURVEY CONTROL
 JZ1143
 JZ1143  NGVD 29 (??/??/92)  311.382  (m)         1021.59   (f) ADJ UNCH    2 0
 JZ1143
 JZ1143.Superseded values are not recommended for survey control.
 JZ1143
 JZ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1143.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1143
 JZ1143_MARKER: DB = BENCH MARK DISK
 JZ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1143_STAMPING: W 44 1934
 JZ1143_MARK LOGO: CGS
 JZ1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1143+STABILITY: SURFACE MOTION
 JZ1143
 JZ1143  HISTORY     - Date     Condition        Report By
 JZ1143  HISTORY     - 1934     MONUMENTED       CGS
 JZ1143  HISTORY     - 1947     GOOD             CGS
 JZ1143  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1143
 JZ1143                          STATION DESCRIPTION
 JZ1143
 JZ1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1143'4 MI NW FROM RICHMOND.
 JZ1143'4.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1143'STATION AT RICHMOND, AT THE HOGBACK ROAD CROSSING, 11 1/2 RAILS
 JZ1143'WEST ALONG A SIDE TRACK FROM A SWITCH STAND, 144 FEET EAST OF THE
 JZ1143'CENTER LINE OF THE ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JZ1143'OF THE MAIN TRACK, 19.6 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE
 JZ1143'TRACK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JZ1143'FOOT BELOW THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ1143'PROJECTING 2 INCHES.
 JZ1143
 JZ1143                          STATION RECOVERY (1960)
 JZ1143
 JZ1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ1143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1218 ***********************************************************************
 JZ1218  DESIGNATION -  W 45
 JZ1218  PID         -  JZ1218
 JZ1218  STATE/COUNTY-  IN/WAYNE
 JZ1218  COUNTRY     -  US
 JZ1218  USGS QUAD   -  RICHMOND (2019)
 JZ1218
 JZ1218                         *CURRENT SURVEY CONTROL
 JZ1218  ______________________________________________________________________
 JZ1218* NAD 83(1986) POSITION- 39 45 20.     (N) 084 54 43.     (W)   SCALED
 JZ1218* NAVD 88 ORTHO HEIGHT -   285.138 (meters)      935.49  (feet) ADJUSTED
 JZ1218  ______________________________________________________________________
 JZ1218  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 JZ1218  DYNAMIC HEIGHT  -        284.972 (meters)      934.95  (feet) COMP
 JZ1218  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 JZ1218
 JZ1218  VERT ORDER      -  SECOND    CLASS 0
 JZ1218
 JZ1218.The horizontal coordinates were scaled from a map and have
 JZ1218.an estimated accuracy of +/- 6 seconds.
 JZ1218
 JZ1218.The orthometric height was determined by differential leveling and
 JZ1218.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1218.in June 1991.
 JZ1218
 JZ1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1218.GEOID18 height accuracy estimate available here.
 JZ1218
 JZ1218.Click photographs - Photos may exist for this station.
 JZ1218
 JZ1218.The dynamic height is computed by dividing the NAVD 88
 JZ1218.geopotential number by the normal gravity value computed on the
 JZ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1218.degrees latitude (g = 980.6199 gals.).
 JZ1218
 JZ1218.The modeled gravity was interpolated from observed gravity values.
 JZ1218
 JZ1218;                    North         East    Units  Estimated Accuracy
 JZ1218;SPC IN E     -   500,650.      164,680.      MT  (+/- 180 meters Scaled)
 JZ1218
 JZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK788027(NAD 83)
 JZ1218
 JZ1218                          SUPERSEDED SURVEY CONTROL
 JZ1218
 JZ1218  NGVD 29 (??/??/92)  285.287  (m)          935.98   (f) ADJ UNCH    2 0
 JZ1218
 JZ1218.Superseded values are not recommended for survey control.
 JZ1218
 JZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1218.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1218
 JZ1218_MARKER: DB = BENCH MARK DISK
 JZ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1218_STAMPING: W 45 1934
 JZ1218_MARK LOGO: CGS
 JZ1218_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1218+STABILITY: SURFACE MOTION
 JZ1218
 JZ1218  HISTORY     - Date     Condition        Report By
 JZ1218  HISTORY     - 1934     MONUMENTED       CGS
 JZ1218  HISTORY     - 1947     GOOD             CGS
 JZ1218
 JZ1218                          STATION DESCRIPTION
 JZ1218
 JZ1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1218'5.9 MI S FROM RICHMOND.
 JZ1218'5.9 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1218'RICHMOND, IN THE FORKS OF THE WYE JUNCTION WITH A GRAVEL ROAD
 JZ1218'LEADING SOUTH, 75 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION,
 JZ1218'22 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF
 JZ1218'HIGHWAY 27, 70 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 6
 JZ1218'FEET SOUTH OF A CONCRETE TELEPHONE POLE, 2 FEET NORTH OF A WHITE
 JZ1218'WOODEN WITNESS POST, 1 1/2 FEET BELOW HIGHWAY LEVEL AND SET IN
 JZ1218'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1679 ***********************************************************************
 JZ1679  DESIGNATION -  W 46
 JZ1679  PID         -  JZ1679
 JZ1679  STATE/COUNTY-  IN/RUSH
 JZ1679  COUNTRY     -  US
 JZ1679  USGS QUAD   -  FALMOUTH (2019)
 JZ1679
 JZ1679                         *CURRENT SURVEY CONTROL
 JZ1679  ______________________________________________________________________
 JZ1679* NAD 83(1986) POSITION- 39 37 46.4    (N) 085 18 02.5    (W)   HD_HELD2
 JZ1679* NAVD 88 ORTHO HEIGHT -   329.621 (meters)     1081.43  (feet) ADJUSTED
 JZ1679  ______________________________________________________________________
 JZ1679  GEOID HEIGHT    -        -34.014 (meters)                     GEOID18
 JZ1679  DYNAMIC HEIGHT  -        329.423 (meters)     1080.78  (feet) COMP
 JZ1679  MODELED GRAVITY -    980,016.4   (mgal)                       NAVD 88
 JZ1679
 JZ1679  VERT ORDER      -  SECOND    CLASS 0
 JZ1679
 JZ1679.The horizontal coordinates were established by autonomous hand held GPS
 JZ1679.observations and have an estimated accuracy of +/- 10 meters.
 JZ1679
 JZ1679.The orthometric height was determined by differential leveling and
 JZ1679.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1679.in June 1991.
 JZ1679
 JZ1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1679.GEOID18 height accuracy estimate available here.
 JZ1679
 JZ1679.Click photographs - Photos may exist for this station.
 JZ1679
 JZ1679.The dynamic height is computed by dividing the NAVD 88
 JZ1679.geopotential number by the normal gravity value computed on the
 JZ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1679.degrees latitude (g = 980.6199 gals.).
 JZ1679
 JZ1679.The modeled gravity was interpolated from observed gravity values.
 JZ1679
 JZ1679;                    North         East    Units  Estimated Accuracy
 JZ1679;SPC IN E     -   486,452.      131,419.      MT  (+/- 10 meters HH2 GPS)
 JZ1679
 JZ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4583788022(NAD 83)
 JZ1679
 JZ1679                          SUPERSEDED SURVEY CONTROL
 JZ1679
 JZ1679  NGVD 29 (??/??/92)  329.752  (m)         1081.86   (f) ADJ UNCH    2 0
 JZ1679
 JZ1679.Superseded values are not recommended for survey control.
 JZ1679
 JZ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1679.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1679
 JZ1679_MARKER: DB = BENCH MARK DISK
 JZ1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1679_STAMPING: W 46 1934
 JZ1679_MARK LOGO: CGS
 JZ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1679+STABILITY: SURFACE MOTION
 JZ1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1679+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1679
 JZ1679  HISTORY     - Date     Condition        Report By
 JZ1679  HISTORY     - 1934     MONUMENTED       CGS
 JZ1679  HISTORY     - 1947     GOOD             CGS
 JZ1679  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1679
 JZ1679                          STATION DESCRIPTION
 JZ1679
 JZ1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1679'AT GLENWOOD.
 JZ1679'AT GLENWOOD, RUSH COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ1679'10 YARDS WEST OF THE NORTHWEST CORNER OF THE STATION, 4-1/2
 JZ1679'RAILS WEST OF THE CROSSING OF A COUNTY-LINE ROAD, 3 RAILS
 JZ1679'EAST OF MILEPOST S 242 - C 77, 24.7 FEET SOUTH OF THE SOUTH
 JZ1679'RAIL, 3.3 FEET SOUTHWEST OF POLE 76/40, AND ABOUT 3-1/2 FEET
 JZ1679'HIGHER THAN THE TOP OF THE RAIL.
 JZ1679
 JZ1679                          STATION RECOVERY (2005)
 JZ1679
 JZ1679'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1679'THE RAILWAY STATION IS NO LONGER HERE BUT THIS IS STILL AN ACTIVE
 JZ1679'GRAIN SHIPPING POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0595 ***********************************************************************
 JZ0595  DESIGNATION -  W 47
 JZ0595  PID         -  JZ0595
 JZ0595  STATE/COUNTY-  IN/DEARBORN
 JZ0595  COUNTRY     -  US
 JZ0595  USGS QUAD   -  GUILFORD (2019)
 JZ0595
 JZ0595                         *CURRENT SURVEY CONTROL
 JZ0595  ______________________________________________________________________
 JZ0595* NAD 83(1986) POSITION- 39 13 45.     (N) 084 56 25.     (W)   SCALED
 JZ0595* NAVD 88 ORTHO HEIGHT -   276.260 (meters)      906.36  (feet) ADJUSTED
 JZ0595  ______________________________________________________________________
 JZ0595  GEOID HEIGHT    -        -33.991 (meters)                     GEOID18
 JZ0595  DYNAMIC HEIGHT  -        276.088 (meters)      905.80  (feet) COMP
 JZ0595  MODELED GRAVITY -    979,997.2   (mgal)                       NAVD 88
 JZ0595
 JZ0595  VERT ORDER      -  SECOND    CLASS 0
 JZ0595
 JZ0595.The horizontal coordinates were scaled from a map and have
 JZ0595.an estimated accuracy of +/- 6 seconds.
 JZ0595
 JZ0595.The orthometric height was determined by differential leveling and
 JZ0595.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0595.in June 1991.
 JZ0595
 JZ0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0595.GEOID18 height accuracy estimate available here.
 JZ0595
 JZ0595.Click photographs - Photos may exist for this station.
 JZ0595
 JZ0595.The dynamic height is computed by dividing the NAVD 88
 JZ0595.geopotential number by the normal gravity value computed on the
 JZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0595.degrees latitude (g = 980.6199 gals.).
 JZ0595
 JZ0595.The modeled gravity was interpolated from observed gravity values.
 JZ0595
 JZ0595;                    North         East    Units  Estimated Accuracy
 JZ0595;SPC IN E     -   442,190.      162,720.      MT  (+/- 180 meters Scaled)
 JZ0595
 JZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ777442(NAD 83)
 JZ0595
 JZ0595                          SUPERSEDED SURVEY CONTROL
 JZ0595
 JZ0595.No superseded survey control is available for this station.
 JZ0595
 JZ0595_MARKER: DB = BENCH MARK DISK
 JZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0595_STAMPING: W 47 1934
 JZ0595_MARK LOGO: CGS
 JZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0595+STABILITY: SURFACE MOTION
 JZ0595
 JZ0595  HISTORY     - Date     Condition        Report By
 JZ0595  HISTORY     - 1934     MONUMENTED       CGS
 JZ0595  HISTORY     - 1953     GOOD             CGS
 JZ0595  HISTORY     - 1966     MARK NOT FOUND   CGS
 JZ0595
 JZ0595                          STATION DESCRIPTION
 JZ0595
 JZ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JZ0595'0.9 MI S FROM DOVER.
 JZ0595'0.9 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0595'DOVER, DEARBORN COUNTY, 184 YARDS NORTH OF THE GEORGE CONLEY
 JZ0595'FARM, AT THE P.C., OF A LONG CURVE IN THE HIGHWAY, 47.9 FEET
 JZ0595'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.2 FEET NORTH OF A
 JZ0595'CONCRETE RIGHT-OF-WAY MARKER, AND LEVEL WITH THE HIGHWAY.  A
 JZ0595'STANDARD DISK, STAMPED W 47 1934 AND SET IN THE TOP OF A CONCRETE
 JZ0595'POST.
 JZ0595
 JZ0595                          STATION RECOVERY (1966)
 JZ0595
 JZ0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0595'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2185 ***********************************************************************
 JZ2185  DESIGNATION -  W 48
 JZ2185  PID         -  JZ2185
 JZ2185  STATE/COUNTY-  IN/DECATUR
 JZ2185  COUNTRY     -  US
 JZ2185  USGS QUAD   -  FOREST HILL (2019)
 JZ2185
 JZ2185                         *CURRENT SURVEY CONTROL
 JZ2185  ______________________________________________________________________
 JZ2185* NAD 83(1986) POSITION- 39 19 58.     (N) 085 31 10.     (W)   SCALED
 JZ2185* NAVD 88 ORTHO HEIGHT -   278.696 (meters)      914.36  (feet) ADJUSTED
 JZ2185  ______________________________________________________________________
 JZ2185  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 JZ2185  DYNAMIC HEIGHT  -        278.522 (meters)      913.78  (feet) COMP
 JZ2185  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 JZ2185
 JZ2185  VERT ORDER      -  SECOND    CLASS 0
 JZ2185
 JZ2185.The horizontal coordinates were scaled from a map and have
 JZ2185.an estimated accuracy of +/- 6 seconds.
 JZ2185
 JZ2185.The orthometric height was determined by differential leveling and
 JZ2185.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2185.in June 1991.
 JZ2185
 JZ2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2185.GEOID18 height accuracy estimate available here.
 JZ2185
 JZ2185.Click photographs - Photos may exist for this station.
 JZ2185
 JZ2185.The dynamic height is computed by dividing the NAVD 88
 JZ2185.geopotential number by the normal gravity value computed on the
 JZ2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2185.degrees latitude (g = 980.6199 gals.).
 JZ2185
 JZ2185.The modeled gravity was interpolated from observed gravity values.
 JZ2185
 JZ2185;                    North         East    Units  Estimated Accuracy
 JZ2185;SPC IN E     -   453,450.      112,690.      MT  (+/- 180 meters Scaled)
 JZ2185
 JZ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ276547(NAD 83)
 JZ2185
 JZ2185                          SUPERSEDED SURVEY CONTROL
 JZ2185
 JZ2185  NGVD 29 (??/??/92)  278.817  (m)          914.75   (f) ADJ UNCH    2 0
 JZ2185
 JZ2185.Superseded values are not recommended for survey control.
 JZ2185
 JZ2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2185.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2185
 JZ2185_MARKER: DB = BENCH MARK DISK
 JZ2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2185_STAMPING: W 48 1934
 JZ2185_MARK LOGO: CGS
 JZ2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2185+STABILITY: SURFACE MOTION
 JZ2185
 JZ2185  HISTORY     - Date     Condition        Report By
 JZ2185  HISTORY     - 1934     MONUMENTED       CGS
 JZ2185
 JZ2185                          STATION DESCRIPTION
 JZ2185
 JZ2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ2185'1.5 MI SW FROM GREENSBURG.
 JZ2185'1.5 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2185'AND ST. LOUIS RAILWAY FROM THE STATION AT GREENSBURG, DECATUR
 JZ2185'COUNTY, 20 YARDS EAST OF THE EAST SWITCH AT CRAIGS JUNCTION,
 JZ2185'13 YARDS WEST OF A FARM-ROAD CROSSING, 15.4 FEET NORTH OF THE
 JZ2185'NORTH RAIL, 1.6 FEET SOUTH OF THE FENCE LINE, AND ABOUT 1-1/2
 JZ2185'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ2185'W 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1374 ***********************************************************************
 HZ1374  DESIGNATION -  W 49
 HZ1374  PID         -  HZ1374
 HZ1374  STATE/COUNTY-  IN/CLARK
 HZ1374  COUNTRY     -  US
 HZ1374  USGS QUAD   -  NEW ALBANY (2019)
 HZ1374
 HZ1374                         *CURRENT SURVEY CONTROL
 HZ1374  ______________________________________________________________________
 HZ1374* NAD 83(1986) POSITION- 38 19 11.     (N) 085 45 05.     (W)   SCALED
 HZ1374* NAVD 88 ORTHO HEIGHT -   143.465 (meters)      470.68  (feet) ADJUSTED
 HZ1374  ______________________________________________________________________
 HZ1374  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 HZ1374  DYNAMIC HEIGHT  -        143.368 (meters)      470.37  (feet) COMP
 HZ1374  MODELED GRAVITY -    979,956.0   (mgal)                       NAVD 88
 HZ1374
 HZ1374  VERT ORDER      -  SECOND    CLASS 0
 HZ1374
 HZ1374.The horizontal coordinates were scaled from a map and have
 HZ1374.an estimated accuracy of +/- 6 seconds.
 HZ1374
 HZ1374.The orthometric height was determined by differential leveling and
 HZ1374.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1374.in June 1991.
 HZ1374
 HZ1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1374.GEOID18 height accuracy estimate available here.
 HZ1374
 HZ1374.Click photographs - Photos may exist for this station.
 HZ1374
 HZ1374.The dynamic height is computed by dividing the NAVD 88
 HZ1374.geopotential number by the normal gravity value computed on the
 HZ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1374.degrees latitude (g = 980.6199 gals.).
 HZ1374
 HZ1374.The modeled gravity was interpolated from observed gravity values.
 HZ1374
 HZ1374;                    North         East    Units  Estimated Accuracy
 HZ1374;SPC IN E     -   340,990.       92,590.      MT  (+/- 180 meters Scaled)
 HZ1374
 HZ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH091420(NAD 83)
 HZ1374
 HZ1374                          SUPERSEDED SURVEY CONTROL
 HZ1374
 HZ1374  NGVD 29 (??/??/92)  143.611  (m)          471.16   (f) ADJ UNCH    2 0
 HZ1374
 HZ1374.Superseded values are not recommended for survey control.
 HZ1374
 HZ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1374.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1374
 HZ1374_MARKER: DB = BENCH MARK DISK
 HZ1374_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HZ1374_SP_SET: SWITCH ROD GUIDE BLOCK
 HZ1374_STAMPING: W 49 1934
 HZ1374_MARK LOGO: CGS
 HZ1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1374
 HZ1374  HISTORY     - Date     Condition        Report By
 HZ1374  HISTORY     - 1934     MONUMENTED       CGS
 HZ1374  HISTORY     - 1949     GOOD             CGS
 HZ1374  HISTORY     - 1963     GOOD             CGS
 HZ1374
 HZ1374                          STATION DESCRIPTION
 HZ1374
 HZ1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1374'2.7 MI N FROM JEFFERSONVILLE.
 HZ1374'ABOUT 2.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1374'STATION AT JEFFERSONVILLE, AT A BLACK TOP ROAD CROSSING, ABOUT 0.1
 HZ1374'MILE NORTH OF THE INTERSECTION OF THE PENNSYLVANIA RAILROAD AND
 HZ1374'THE BALTIMORE AND OHIO RAILROADS, SET IN THE TOP OF A CONCRETE
 HZ1374'SWITCH ROD GUIDE BLOCK, 133.5 FEET SOUTH-SOUTHWEST AND ACROSS THE
 HZ1374'ROAD AND TRACK FROM YARD LIMIT SIGN, 30 FEET SOUTH-SOUTHWEST OF
 HZ1374'THE CENTER OF THE CROSSING, 17.5 FEET SOUTHEAST OF THE CENTER
 HZ1374'LINE OF THE BLACK TOP ROAD, 8.5 FEET WEST OF THE WEST RAIL AND
 HZ1374'0.5 FOOT ABOVE THE LEVEL OF THE TRACK.
 HZ1374
 HZ1374                          STATION RECOVERY (1963)
 HZ1374
 HZ1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ1374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1554 ***********************************************************************
 KA1554  DESIGNATION -  W 50
 KA1554  PID         -  KA1554
 KA1554  STATE/COUNTY-  IN/VERMILLION
 KA1554  COUNTRY     -  US
 KA1554  USGS QUAD   -  NEWPORT (2019)
 KA1554
 KA1554                         *CURRENT SURVEY CONTROL
 KA1554  ______________________________________________________________________
 KA1554* NAD 83(1986) POSITION- 39 56 50.49   (N) 087 27 46.00   (W)   HD_HELD1
 KA1554* NAVD 88 ORTHO HEIGHT -   155.703 (meters)      510.84  (feet) ADJUSTED
 KA1554  ______________________________________________________________________
 KA1554  GEOID HEIGHT    -        -32.790 (meters)                     GEOID18
 KA1554  DYNAMIC HEIGHT  -        155.621 (meters)      510.57  (feet) COMP
 KA1554  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 KA1554
 KA1554  VERT ORDER      -  FIRST     CLASS II
 KA1554
 KA1554.The horizontal coordinates were determined by differentially corrected
 KA1554.hand held GPS observations or other comparable positioning techniques
 KA1554.and have an estimated accuracy of +/- 3 meters.
 KA1554
 KA1554.The orthometric height was determined by differential leveling and
 KA1554.adjusted by the NATIONAL GEODETIC SURVEY
 KA1554.in June 1991.
 KA1554
 KA1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1554.GEOID18 height accuracy estimate available here.
 KA1554
 KA1554.Click photographs - Photos may exist for this station.
 KA1554
 KA1554.The dynamic height is computed by dividing the NAVD 88
 KA1554.geopotential number by the normal gravity value computed on the
 KA1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1554.degrees latitude (g = 980.6199 gals.).
 KA1554
 KA1554.The modeled gravity was interpolated from observed gravity values.
 KA1554
 KA1554;                    North         East    Units  Estimated Accuracy
 KA1554;SPC IN W     -   521,741.8     867,573.9     MT  (+/- 3 meters HH1 GPS) 
 KA1554
 KA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6046722017(NAD 83)
 KA1554
 KA1554                          SUPERSEDED SURVEY CONTROL
 KA1554
 KA1554  NGVD 29 (??/??/92)  155.764  (m)          511.04   (f) ADJ UNCH    1 2
 KA1554
 KA1554.Superseded values are not recommended for survey control.
 KA1554
 KA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1554.See file dsdata.pdf to determine how the superseded data were derived.
 KA1554
 KA1554_MARKER: DB = BENCH MARK DISK
 KA1554_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA1554+WITH SETTING: PAVEMENT
 KA1554_SP_SET: WATER TANK BASE
 KA1554_STAMPING: W 50 1934
 KA1554_MARK LOGO: CGS
 KA1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1554+STABILITY: SURFACE MOTION
 KA1554
 KA1554  HISTORY     - Date     Condition        Report By
 KA1554  HISTORY     - 1934     MONUMENTED       CGS
 KA1554  HISTORY     - 1938     GOOD             CGS
 KA1554  HISTORY     - 1986     GOOD             NGS
 KA1554
 KA1554                          STATION DESCRIPTION
 KA1554
 KA1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1554'AT CAYUGA.
 KA1554'AT CAYUGA, VERMILLION COUNTY, AT THE CITY WATER TANK, AT THE
 KA1554'TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF THE
 KA1554'NORTHWEST PEDESTAL, AND ABOUT 6 INCHES ABOVE THE GROUND.  A
 KA1554'STANDARD DISK, STAMPED W 50 1934.
 KA1554
 KA1554                          STATION RECOVERY (1986)
 KA1554
 KA1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1554'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CAYUGA,
 KA1554'AT THE INTERSECTION OF SECOND AND POPLAR STREETS, IN THE NORTH CORNER
 KA1554'OF A 3 BY 3 FT CONCRETE BASE OF A FORMER WATER TANK, 18.4 M (60.4 FT)
 KA1554'SOUTH OF THE CENTER OF POPLAR STREET, 10.4 M (34.1 FT) EAST OF THE
 KA1554'CENTER OF SECOND STREET, 7.7 M (25.3 FT) SOUTH-SOUTHWEST OF THE
 KA1554'NORTHWEST CORNER OF THE STREET AND WATER DEPARTMENT GARAGE, AND 1.2 M
 KA1554'(3.9 FT) WEST OF THE WEST FACE OF THE BUILDING.
 KA1554'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0422 ***********************************************************************
 KA0422  DESIGNATION -  W 51
 KA0422  PID         -  KA0422
 KA0422  STATE/COUNTY-  IN/OWEN
 KA0422  COUNTRY     -  US
 KA0422  USGS QUAD   -  QUINCY (2019)
 KA0422
 KA0422                         *CURRENT SURVEY CONTROL
 KA0422  ______________________________________________________________________
 KA0422* NAD 83(1986) POSITION- 39 26 02.     (N) 086 41 15.     (W)   SCALED
 KA0422* NAVD 88 ORTHO HEIGHT -   234.555 (meters)      769.54  (feet) ADJUSTED
 KA0422  ______________________________________________________________________
 KA0422  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KA0422  DYNAMIC HEIGHT  -        234.421 (meters)      769.10  (feet) COMP
 KA0422  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 KA0422
 KA0422  VERT ORDER      -  SECOND    CLASS 0
 KA0422
 KA0422.The horizontal coordinates were scaled from a map and have
 KA0422.an estimated accuracy of +/- 6 seconds.
 KA0422
 KA0422.The orthometric height was determined by differential leveling and
 KA0422.adjusted by the NATIONAL GEODETIC SURVEY
 KA0422.in June 1991.
 KA0422
 KA0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0422.GEOID18 height accuracy estimate available here.
 KA0422
 KA0422.Click photographs - Photos may exist for this station.
 KA0422
 KA0422.The dynamic height is computed by dividing the NAVD 88
 KA0422.geopotential number by the normal gravity value computed on the
 KA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0422.degrees latitude (g = 980.6199 gals.).
 KA0422
 KA0422.The modeled gravity was interpolated from observed gravity values.
 KA0422
 KA0422;                    North         East    Units  Estimated Accuracy
 KA0422;SPC IN W     -   464,740.      934,080.      MT  (+/- 180 meters Scaled)
 KA0422
 KA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ268649(NAD 83)
 KA0422
 KA0422                          SUPERSEDED SURVEY CONTROL
 KA0422
 KA0422  NGVD 29 (??/??/92)  234.668  (m)          769.91   (f) ADJ UNCH    2 0
 KA0422
 KA0422.Superseded values are not recommended for survey control.
 KA0422
 KA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0422.See file dsdata.pdf to determine how the superseded data were derived.
 KA0422
 KA0422_MARKER: DB = BENCH MARK DISK
 KA0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0422_STAMPING: W 51 1934
 KA0422_MARK LOGO: CGS
 KA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0422+STABILITY: SURFACE MOTION
 KA0422
 KA0422  HISTORY     - Date     Condition        Report By
 KA0422  HISTORY     - 1934     MONUMENTED       CGS
 KA0422  HISTORY     - 1946     GOOD             CGS
 KA0422
 KA0422                          STATION DESCRIPTION
 KA0422
 KA0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0422'1.8 MI SE FROM QUINCY.
 KA0422'1.8 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0422'RAILWAY FROM THE STATION AT QUINCY, OWEN COUNTY, 20 RAILS
 KA0422'SOUTHEAST OF MILEPOST 197, AT A ROAD CROSSING, 47 FEET NORTH OF
 KA0422'THE CENTER OF THE CROSSING 22.5 FEET NORTHEAST OF THE NORTHEAST
 KA0422'RAIL, 60 FEET NORTHEAST OF THE JUNCTION OF TWO COUNTY ROADS,
 KA0422'AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0422'DISK, STAMPED W 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0422'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0422'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1177 ***********************************************************************
 KA1177  DESIGNATION -  W 53
 KA1177  PID         -  KA1177
 KA1177  STATE/COUNTY-  IN/GREENE
 KA1177  COUNTRY     -  US
 KA1177  USGS QUAD   -  SWITZ CITY (2019)
 KA1177
 KA1177                         *CURRENT SURVEY CONTROL
 KA1177  ______________________________________________________________________
 KA1177* NAD 83(1986) POSITION- 39 01 43.     (N) 087 00 40.     (W)   SCALED
 KA1177* NAVD 88 ORTHO HEIGHT -   157.515 (meters)      516.78  (feet) ADJUSTED
 KA1177  ______________________________________________________________________
 KA1177  GEOID HEIGHT    -        -32.716 (meters)                     GEOID18
 KA1177  DYNAMIC HEIGHT  -        157.419 (meters)      516.47  (feet) COMP
 KA1177  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 KA1177
 KA1177  VERT ORDER      -  SECOND    CLASS 0
 KA1177
 KA1177.The horizontal coordinates were scaled from a map and have
 KA1177.an estimated accuracy of +/- 6 seconds.
 KA1177
 KA1177.The orthometric height was determined by differential leveling and
 KA1177.adjusted by the NATIONAL GEODETIC SURVEY
 KA1177.in June 1991.
 KA1177
 KA1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1177.GEOID18 height accuracy estimate available here.
 KA1177
 KA1177.Click photographs - Photos may exist for this station.
 KA1177
 KA1177.The dynamic height is computed by dividing the NAVD 88
 KA1177.geopotential number by the normal gravity value computed on the
 KA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1177.degrees latitude (g = 980.6199 gals.).
 KA1177
 KA1177.The modeled gravity was interpolated from observed gravity values.
 KA1177
 KA1177;                    North         East    Units  Estimated Accuracy
 KA1177;SPC IN W     -   419,680.      906,250.      MT  (+/- 180 meters Scaled)
 KA1177
 KA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ990199(NAD 83)
 KA1177
 KA1177                          SUPERSEDED SURVEY CONTROL
 KA1177
 KA1177  NGVD 29 (??/??/92)  157.640  (m)          517.19   (f) ADJ UNCH    2 0
 KA1177
 KA1177.Superseded values are not recommended for survey control.
 KA1177
 KA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1177.See file dsdata.pdf to determine how the superseded data were derived.
 KA1177
 KA1177_MARKER: DB = BENCH MARK DISK
 KA1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1177_STAMPING: W 53 1934
 KA1177_MARK LOGO: CGS
 KA1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1177+STABILITY: SURFACE MOTION
 KA1177
 KA1177  HISTORY     - Date     Condition        Report By
 KA1177  HISTORY     - 1934     MONUMENTED       CGS
 KA1177
 KA1177                          STATION DESCRIPTION
 KA1177
 KA1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1177'2.3 MI E FROM SWITZ CITY.
 KA1177'2.3 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1177'STATION AT SWITZ CITY, GREENE COUNTY, 12-1/2 RAILS WEST OF
 KA1177'MILEPOST I 87, 45 YARDS SOUTHEAST OF A SMALL WHITE HOUSE, 25
 KA1177'YARDS SOUTH OF A LARGE OAK TREE, AT THE NORTHEAST CORNER OF A
 KA1177'TAR-AND-GRAVEL ROAD CROSSING, 17 YARDS NORTH OF THE NORTH RAIL,
 KA1177'14 YARDS EAST OF THE CENTERLINE OF THE ROAD, ABOUT 1-1/2 FEET
 KA1177'LOWER THAN THE TRACK, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 KA1177'STAMPED W 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0084 ***********************************************************************
 JA0084  DESIGNATION -  W 54
 JA0084  PID         -  JA0084
 JA0084  STATE/COUNTY-  IN/ORANGE
 JA0084  COUNTRY     -  US
 JA0084  USGS QUAD   -  PAOLI (2019)
 JA0084
 JA0084                         *CURRENT SURVEY CONTROL
 JA0084  ______________________________________________________________________
 JA0084* NAD 83(1986) POSITION- 38 36 26.     (N) 086 27 09.     (W)   SCALED
 JA0084* NAVD 88 ORTHO HEIGHT -   190.859 (meters)      626.18  (feet) ADJUSTED
 JA0084  ______________________________________________________________________
 JA0084  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 JA0084  DYNAMIC HEIGHT  -        190.729 (meters)      625.75  (feet) COMP
 JA0084  MODELED GRAVITY -    979,947.4   (mgal)                       NAVD 88
 JA0084
 JA0084  VERT ORDER      -  FIRST     CLASS II
 JA0084
 JA0084.The horizontal coordinates were scaled from a map and have
 JA0084.an estimated accuracy of +/- 6 seconds.
 JA0084
 JA0084.The orthometric height was determined by differential leveling and
 JA0084.adjusted by the NATIONAL GEODETIC SURVEY
 JA0084.in June 1991.
 JA0084
 JA0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0084.GEOID18 height accuracy estimate available here.
 JA0084
 JA0084.Click photographs - Photos may exist for this station.
 JA0084
 JA0084.The dynamic height is computed by dividing the NAVD 88
 JA0084.geopotential number by the normal gravity value computed on the
 JA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0084.degrees latitude (g = 980.6199 gals.).
 JA0084
 JA0084.The modeled gravity was interpolated from observed gravity values.
 JA0084
 JA0084;                    North         East    Units  Estimated Accuracy
 JA0084;SPC IN W     -   373,080.      954,950.      MT  (+/- 180 meters Scaled)
 JA0084
 JA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476733(NAD 83)
 JA0084
 JA0084                          SUPERSEDED SURVEY CONTROL
 JA0084
 JA0084  NGVD 29 (??/??/92)  190.964  (m)          626.52   (f) ADJ UNCH    1 2
 JA0084
 JA0084.Superseded values are not recommended for survey control.
 JA0084
 JA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0084.See file dsdata.pdf to determine how the superseded data were derived.
 JA0084
 JA0084_MARKER: DB = BENCH MARK DISK
 JA0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0084_STAMPING: W 54 1934
 JA0084_MARK LOGO: CGS
 JA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0084+STABILITY: SURFACE MOTION
 JA0084
 JA0084  HISTORY     - Date     Condition        Report By
 JA0084  HISTORY     - 1934     MONUMENTED       CGS
 JA0084  HISTORY     - 1965     GOOD             CGS
 JA0084
 JA0084                          STATION DESCRIPTION
 JA0084
 JA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0084'3.7 MI S FROM ORLEANS.
 JA0084'ABOUT 3.7 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0084'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, OR ABOUT 3.55
 JA0084'MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0084'RAILWAY FROM THE STATION AT PAOLI, IN SECTION 18, T 2 N, R 1 E,
 JA0084'37 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JA0084'AND AN EAST-WEST GRAVELED ROAD, 28 FEET EAST OF THE EAST RAIL,
 JA0084'19 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET
 JA0084'WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 JA0084'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JA0084'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0435 ***********************************************************************
 JA0435  DESIGNATION -  W 55
 JA0435  PID         -  JA0435
 JA0435  STATE/COUNTY-  IN/CRAWFORD
 JA0435  COUNTRY     -  US
 JA0435  USGS QUAD   -  LEAVENWORTH (2019)
 JA0435
 JA0435                         *CURRENT SURVEY CONTROL
 JA0435  ______________________________________________________________________
 JA0435* NAD 83(1986) POSITION- 38 11 45.05   (N) 086 20 31.12   (W)   HD_HELD1
 JA0435* NAVD 88 ORTHO HEIGHT -   131.461 (meters)      431.30  (feet) ADJUSTED
 JA0435  ______________________________________________________________________
 JA0435  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 JA0435  DYNAMIC HEIGHT  -        131.366 (meters)      430.99  (feet) COMP
 JA0435  MODELED GRAVITY -    979,909.5   (mgal)                       NAVD 88
 JA0435
 JA0435  VERT ORDER      -  FIRST     CLASS II
 JA0435
 JA0435.The horizontal coordinates were determined by differentially corrected
 JA0435.hand held GPS observations or other comparable positioning techniques
 JA0435.and have an estimated accuracy of +/- 3 meters.
 JA0435
 JA0435.The orthometric height was determined by differential leveling and
 JA0435.adjusted by the NATIONAL GEODETIC SURVEY
 JA0435.in June 1991.
 JA0435
 JA0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0435.GEOID18 height accuracy estimate available here.
 JA0435
 JA0435.Click photographs - Photos may exist for this station.
 JA0435
 JA0435.The dynamic height is computed by dividing the NAVD 88
 JA0435.geopotential number by the normal gravity value computed on the
 JA0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0435.degrees latitude (g = 980.6199 gals.).
 JA0435
 JA0435.The modeled gravity was interpolated from observed gravity values.
 JA0435
 JA0435;                    North         East    Units  Estimated Accuracy
 JA0435;SPC IN W     -   327,491.8     964,939.8     MT  (+/- 3 meters HH1 GPS) 
 JA0435
 JA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5761827749(NAD 83)
 JA0435
 JA0435                          SUPERSEDED SURVEY CONTROL
 JA0435
 JA0435  NGVD 29 (??/??/92)  131.569  (m)          431.66   (f) ADJ UNCH    1 2
 JA0435
 JA0435.Superseded values are not recommended for survey control.
 JA0435
 JA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0435.See file dsdata.pdf to determine how the superseded data were derived.
 JA0435
 JA0435_MARKER: DB = BENCH MARK DISK
 JA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0435_STAMPING: W 55 1934
 JA0435_MARK LOGO: CGS
 JA0435_PROJECTION: FLUSH
 JA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0435+STABILITY: SURFACE MOTION
 JA0435
 JA0435  HISTORY     - Date     Condition        Report By
 JA0435  HISTORY     - 1934     MONUMENTED       CGS
 JA0435  HISTORY     - 1965     GOOD             CGS
 JA0435
 JA0435                          STATION DESCRIPTION
 JA0435
 JA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0435'0.6 MI E FROM LEAVENWORTH.
 JA0435'0.25 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN
 JA0435'LEAVENWORTH, THENCE 0.35 MILE SOUTHEAST ALONG THE OLD STATE
 JA0435'HIGHWAY 62, IN SECTION 6, T 4 S, R 2 E, AT THE JUNCTION OF THE
 JA0435'HIGHWAY AND INDIAN HOLLOW ROAD, 125 FEET EAST OF THE CENTER LINE
 JA0435'OF NELSON STREET, 29 FEET NORTH OF INDIAN HOLLOW ROAD, 12 FEET
 JA0435'NORTHWEST OF POWER POLE 252 844, 77 FEET NORTHWEST OF THE JUNCTION
 JA0435'OF OLD STATE HIGHWAY 62 AND INDIAN HOLLOW ROAD, 3 FEET WEST OF
 JA0435'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD
 JA0435'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 JA0435'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1017 ***********************************************************************
 JA1017  DESIGNATION -  W 57
 JA1017  PID         -  JA1017
 JA1017  STATE/COUNTY-  IN/GIBSON
 JA1017  COUNTRY     -  US
 JA1017  USGS QUAD   -  OAKLAND CITY (2019)
 JA1017
 JA1017                         *CURRENT SURVEY CONTROL
 JA1017  ______________________________________________________________________
 JA1017* NAD 83(1986) POSITION- 38 20 20.     (N) 087 20 36.     (W)   SCALED
 JA1017* NAVD 88 ORTHO HEIGHT -   140.062 (meters)      459.52  (feet) ADJUSTED
 JA1017  ______________________________________________________________________
 JA1017  GEOID HEIGHT    -        -31.770 (meters)                     GEOID18
 JA1017  DYNAMIC HEIGHT  -        139.970 (meters)      459.22  (feet) COMP
 JA1017  MODELED GRAVITY -    979,966.8   (mgal)                       NAVD 88
 JA1017
 JA1017  VERT ORDER      -  SECOND    CLASS 0
 JA1017
 JA1017.The horizontal coordinates were scaled from a map and have
 JA1017.an estimated accuracy of +/- 6 seconds.
 JA1017
 JA1017.The orthometric height was determined by differential leveling and
 JA1017.adjusted by the NATIONAL GEODETIC SURVEY
 JA1017.in June 1991.
 JA1017
 JA1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1017.GEOID18 height accuracy estimate available here.
 JA1017
 JA1017.Click photographs - Photos may exist for this station.
 JA1017
 JA1017.The dynamic height is computed by dividing the NAVD 88
 JA1017.geopotential number by the normal gravity value computed on the
 JA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1017.degrees latitude (g = 980.6199 gals.).
 JA1017
 JA1017.The modeled gravity was interpolated from observed gravity values.
 JA1017
 JA1017;                    North         East    Units  Estimated Accuracy
 JA1017;SPC IN W     -   343,140.      877,270.      MT  (+/- 180 meters Scaled)
 JA1017
 JA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH699434(NAD 83)
 JA1017
 JA1017                          SUPERSEDED SURVEY CONTROL
 JA1017
 JA1017  NGVD 29 (??/??/92)  140.190  (m)          459.94   (f) ADJ UNCH    2 0
 JA1017
 JA1017.Superseded values are not recommended for survey control.
 JA1017
 JA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1017.See file dsdata.pdf to determine how the superseded data were derived.
 JA1017
 JA1017_MARKER: DB = BENCH MARK DISK
 JA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1017_STAMPING: W 57 1934
 JA1017_MARK LOGO: CGS
 JA1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1017+STABILITY: SURFACE MOTION
 JA1017
 JA1017  HISTORY     - Date     Condition        Report By
 JA1017  HISTORY     - 1934     MONUMENTED       CGS
 JA1017  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA1017
 JA1017                          STATION DESCRIPTION
 JA1017
 JA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1017'AT OAKLAND CITY.
 JA1017'AT OAKLAND CITY, GIBSON COUNTY, ON THE SOUTHERN RAILWAY, 45 FEET
 JA1017'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 28 FEET
 JA1017'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE CLEVELAND,
 JA1017'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 45 YARDS NORTHWEST OF
 JA1017'THE NORTHWEST CORNER OF THE CITY HALL, 19 FEET SOUTH OF THE SOUTH
 JA1017'RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED W 57
 JA1017'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1378 ***********************************************************************
 HZ1378  DESIGNATION -  W 59
 HZ1378  PID         -  HZ1378
 HZ1378  STATE/COUNTY-  IN/CLARK
 HZ1378  COUNTRY     -  US
 HZ1378  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1378
 HZ1378                         *CURRENT SURVEY CONTROL
 HZ1378  ______________________________________________________________________
 HZ1378* NAD 83(1986) POSITION- 38 21 34.     (N) 085 44 40.     (W)   SCALED
 HZ1378* NAVD 88 ORTHO HEIGHT -   141.693 (meters)      464.87  (feet) ADJUSTED
 HZ1378  ______________________________________________________________________
 HZ1378  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 HZ1378  DYNAMIC HEIGHT  -        141.598 (meters)      464.56  (feet) COMP
 HZ1378  MODELED GRAVITY -    979,957.2   (mgal)                       NAVD 88
 HZ1378
 HZ1378  VERT ORDER      -  SECOND    CLASS 0
 HZ1378
 HZ1378.The horizontal coordinates were scaled from a map and have
 HZ1378.an estimated accuracy of +/- 6 seconds.
 HZ1378
 HZ1378.The orthometric height was determined by differential leveling and
 HZ1378.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1378.in June 1991.
 HZ1378
 HZ1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1378.GEOID18 height accuracy estimate available here.
 HZ1378
 HZ1378.Click photographs - Photos may exist for this station.
 HZ1378
 HZ1378.The dynamic height is computed by dividing the NAVD 88
 HZ1378.geopotential number by the normal gravity value computed on the
 HZ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1378.degrees latitude (g = 980.6199 gals.).
 HZ1378
 HZ1378.The modeled gravity was interpolated from observed gravity values.
 HZ1378
 HZ1378;                    North         East    Units  Estimated Accuracy
 HZ1378;SPC IN E     -   345,390.       93,200.      MT  (+/- 180 meters Scaled)
 HZ1378
 HZ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH096464(NAD 83)
 HZ1378
 HZ1378                          SUPERSEDED SURVEY CONTROL
 HZ1378
 HZ1378  NGVD 29 (??/??/92)  141.837  (m)          465.34   (f) ADJ UNCH    2 0
 HZ1378
 HZ1378.Superseded values are not recommended for survey control.
 HZ1378
 HZ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1378.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1378
 HZ1378_MARKER: DB = BENCH MARK DISK
 HZ1378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1378_SP_SET: ABUTMENT
 HZ1378_STAMPING: W 59 1934
 HZ1378_MARK LOGO: CGS
 HZ1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1378
 HZ1378  HISTORY     - Date     Condition        Report By
 HZ1378  HISTORY     - 1934     MONUMENTED       CGS
 HZ1378  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1378
 HZ1378                          STATION DESCRIPTION
 HZ1378
 HZ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1378'5.2 MI N FROM JEFFERSONVILLE.
 HZ1378'5.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HZ1378'AT JEFFERSONVILLE, CLARK COUNTY, 63.3 FEET SOUTH OF MILEPOST 102,
 HZ1378'AT BRIDGE NO. 102/01 OVER SMALL CREEK, IN THE TOP OF THE EAST END
 HZ1378'OF THE NORTH ABUTMENT, 7.6 FEET EAST OF THE EAST RAIL, 1.3 FEET
 HZ1378'SOUTH OF THE NORTH EDGE OF THE ABUTMENT, 1.2 FEET WEST OF THE EAST
 HZ1378'EDGE, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 HZ1378'STAMPED W 59 1934.
 HZ1378
 HZ1378                          STATION RECOVERY (1979)
 HZ1378
 HZ1378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1525 ***********************************************************************
 MD1525  DESIGNATION -  W 6
 MD1525  PID         -  MD1525
 MD1525  STATE/COUNTY-  IN/DE KALB
 MD1525  COUNTRY     -  US
 MD1525  USGS QUAD   -  WATERLOO (2019)
 MD1525
 MD1525                         *CURRENT SURVEY CONTROL
 MD1525  ______________________________________________________________________
 MD1525* NAD 83(1997) POSITION- 41 29 25.85423(N) 085 03 50.57673(W)   ADJUSTED
 MD1525* NAVD 88 ORTHO HEIGHT -   299.34  (+/-2cm)      982.1   (feet) VERTCON3
 MD1525  ______________________________________________________________________
 MD1525  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 MD1525  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 MD1525  HORZ ORDER      -  SECOND
 MD1525  VERT ORDER      -  THIRD ? (See Below)
 MD1525
 MD1525.The horizontal coordinates were established by classical geodetic methods
 MD1525.and adjusted by the National Geodetic Survey in May 1999.
 MD1525
 MD1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1525
 MD1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1525.GEOID18 height accuracy estimate available here.
 MD1525
 MD1525.The vertical order pertains to the NGVD 29 superseded value.
 MD1525
 MD1525.Click photographs - Photos may exist for this station.
 MD1525
 MD1525.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1525
 MD1525. The following values were computed from the NAD 83(1997) position.
 MD1525
 MD1525;                    North         East     Units Scale Factor Converg.
 MD1525;SPC IN E     -   693,207.645   150,322.037   MT  0.99999782   +0 23 57.3
 MD1525;SPC IN E     - 2,274,298.75    493,181.55   sFT  0.99999782   +0 23 57.3
 MD1525;UTM  16      - 4,595,020.361   661,607.218   MT  0.99992141   +1 16 58.2
 MD1525
 MD1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1525!SPC IN E     -   0.99995825  x   0.99999782  =   0.99995607
 MD1525!UTM  16      -   0.99995825  x   0.99992141  =   0.99987966
 MD1525
 MD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6160795020(NAD 83)
 MD1525
 MD1525                          SUPERSEDED SURVEY CONTROL
 MD1525
 MD1525  NAD 83(1995)-  41 29 25.85481(N)    085 03 50.57880(W) AD(       ) 2
 MD1525  NAD 83(1986)-  41 29 25.85480(N)    085 03 50.58992(W) AD(       ) 2
 MD1525  NAD 27      -  41 29 25.67480(N)    085 03 50.70660(W) AD(       ) 2
 MD1525  NGVD 29             299.48   (m)          982.5    (f) LEVELING    3  
 MD1525
 MD1525.Superseded values are not recommended for survey control.
 MD1525
 MD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1525.See file dsdata.pdf to determine how the superseded data were derived.
 MD1525
 MD1525_MARKER: DB = BENCH MARK DISK
 MD1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1525_STAMPING: W 6 1938
 MD1525_MARK LOGO: CGS
 MD1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1525+STABILITY: SURFACE MOTION
 MD1525
 MD1525  HISTORY     - Date     Condition        Report By
 MD1525  HISTORY     - 1938     MONUMENTED       CGS
 MD1525  HISTORY     - 1946     GOOD             CGS
 MD1525  HISTORY     - 1963     GOOD             CGS
 MD1525
 MD1525                          STATION DESCRIPTION
 MD1525
 MD1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1525'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF A CROSSROAD ABOUT 2
 MD1525'MILES SOUTH OF ASHLEY.
 MD1525'THE MARK IS A 8 X 8 INCH CONCRETE POST WITH A STANDARD USGS DISK IN
 MD1525'THE CENTER OF THE TOP AND STAMPED W 6
 MD1525'(ELV. 983 FT.) 1938.  THE MARK PROJECTS ABOUT 8 INCHES.
 MD1525'
 MD1525'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SMITH AND
 MD1525'THE DISTANCE IS 1.503 METERS.
 MD1525'
 MD1525'TO REACH THE STATION FROM WHERE STATE HIGHWAY 727 GOES NORTH AND WEST
 MD1525'IN ASHLEY, GO EAST ON GRAVEL
 MD1525'ROAD 1 BLOCK, TURN RIGHT AND GO 2.65 MILES TO A CROSSROAD AND
 MD1525'STATION.
 MD1525'
 MD1525'THIS IS A TRAVERSE STATION.
 MD1525
 MD1525                          STATION RECOVERY (1963)
 MD1525
 MD1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1525'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 MD1525'
 MD1525'ABOUT 2.6 MILES S ALONG NO. 27 COUNTY ROAD FROM ITS INTERSECTION WITH
 MD1525'COUNTY LINE ROAD TWO BLOCKS E
 MD1525'OF THE MAIN CORNER IN ASHLEY, 42 FEET W OF CENTER LINE OF NO. 27
 MD1525'ROAD, 26 FEET N OF CENTER LINE OF NO. 10
 MD1525'COUNTY ROAD, A STANDARD U. S. GEOLOGICAL SURVEY DISK IS
 MD1525'STAMPED W 6 983 1938 AND SET IN TOP OF AN 8-INCH
 MD1525'SQUARE CONCRETE POST THAT PROJECTS 0.7 FT.
 MD1525'ABOVE GROUND.
 MD1525'
 MD1525'IT IS 4.98 FEET OR 1.503 METERS S IN AZIMUTH 348 DEG 50 MIN FROM
 MD1525'TRIANGULATION STATION SMITH FOR WHICH SEE
 MD1525'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0549 ***********************************************************************
 ME0549  DESIGNATION -  W 6 RESET
 ME0549  PID         -  ME0549
 ME0549  STATE/COUNTY-  IN/LA PORTE
 ME0549  COUNTRY     -  US
 ME0549  USGS QUAD   -  HANNA (2019)
 ME0549
 ME0549                         *CURRENT SURVEY CONTROL
 ME0549  ______________________________________________________________________
 ME0549* NAD 83(1986) POSITION- 41 24 41.     (N) 086 46 50.     (W)   SCALED
 ME0549* NAVD 88 ORTHO HEIGHT -   215.135 (meters)      705.82  (feet) ADJUSTED
 ME0549  ______________________________________________________________________
 ME0549  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 ME0549  DYNAMIC HEIGHT  -        215.047 (meters)      705.53  (feet) COMP
 ME0549  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0549
 ME0549  VERT ORDER      -  FIRST     CLASS I
 ME0549
 ME0549.The horizontal coordinates were scaled from a map and have
 ME0549.an estimated accuracy of +/- 6 seconds.
 ME0549
 ME0549.The orthometric height was determined by differential leveling and
 ME0549.adjusted by the NATIONAL GEODETIC SURVEY
 ME0549.in June 1991.
 ME0549
 ME0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0549.GEOID18 height accuracy estimate available here.
 ME0549
 ME0549.Click photographs - Photos may exist for this station.
 ME0549
 ME0549.The dynamic height is computed by dividing the NAVD 88
 ME0549.geopotential number by the normal gravity value computed on the
 ME0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0549.degrees latitude (g = 980.6199 gals.).
 ME0549
 ME0549.The modeled gravity was interpolated from observed gravity values.
 ME0549
 ME0549;                    North         East    Units  Estimated Accuracy
 ME0549;SPC IN W     -   684,290.      925,310.      MT  (+/- 180 meters Scaled)
 ME0549
 ME0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL183844(NAD 83)
 ME0549
 ME0549                          SUPERSEDED SURVEY CONTROL
 ME0549
 ME0549  NGVD 29 (??/??/92)  215.233  (m)          706.14   (f) ADJ UNCH    1 1
 ME0549
 ME0549.Superseded values are not recommended for survey control.
 ME0549
 ME0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0549.See file dsdata.pdf to determine how the superseded data were derived.
 ME0549
 ME0549_MARKER: DB = BENCH MARK DISK
 ME0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0549_STAMPING: ELEV 706.491 FT W 6 RESET 1946
 ME0549_MARK LOGO: CGS
 ME0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0549+STABILITY: SURFACE MOTION
 ME0549
 ME0549  HISTORY     - Date     Condition        Report By
 ME0549  HISTORY     - 1946     MONUMENTED       CGS
 ME0549  HISTORY     - 1968     GOOD             CGS
 ME0549  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0549  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0549
 ME0549                          STATION DESCRIPTION
 ME0549
 ME0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0549'AT HANNA.
 ME0549'AT HANNA, 81 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 ME0549'THOMPSON STREET AND THE EASTBOUND TRACK OF THE PENN CENTRAL
 ME0549'RAILROAD, 70.8 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND
 ME0549'TRACK, 36 FEET EAST OF THE CENTER LINE OF THOMPSON STREET, 31 FEET
 ME0549'NORTH OF THE CENTER LINE OF MOORE STREET, 12 1/2 FEET SOUTHWEST
 ME0549'OF A FLAGPOLE, ABOUT LEVEL WITH THE STREETS AND SET IN THE TOP
 ME0549'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 ME0549'GROUND.  SEC 8, T 34 N, R 3 W.  NOTE-- THE POST IS SOLID IN THE
 ME0549'GROUND BUT THE CONCRETE IS CRUMBLING AND POST TOP OF IS NOT MUCH
 ME0549'LARGER THAN THE DISK AT THIS DATE.
 ME0549
 ME0549                          STATION RECOVERY (1992)
 ME0549
 ME0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0549'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0549
 ME0549                          STATION RECOVERY (2007)
 ME0549
 ME0549'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0051 ***********************************************************************
 KA0051  DESIGNATION -  W 61
 KA0051  PID         -  KA0051
 KA0051  STATE/COUNTY-  IN/MORGAN
 KA0051  COUNTRY     -  US
 KA0051  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0051
 KA0051                         *CURRENT SURVEY CONTROL
 KA0051  ______________________________________________________________________
 KA0051* NAD 83(1986) POSITION- 39 35 27.     (N) 086 20 13.     (W)   SCALED
 KA0051* NAVD 88 ORTHO HEIGHT -   223.540 (meters)      733.40  (feet) ADJUSTED
 KA0051  ______________________________________________________________________
 KA0051  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA0051  DYNAMIC HEIGHT  -        223.420 (meters)      733.00  (feet) COMP
 KA0051  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 KA0051
 KA0051  VERT ORDER      -  SECOND    CLASS 0
 KA0051
 KA0051.The horizontal coordinates were scaled from a map and have
 KA0051.an estimated accuracy of +/- 6 seconds.
 KA0051
 KA0051.The orthometric height was determined by differential leveling and
 KA0051.adjusted by the NATIONAL GEODETIC SURVEY
 KA0051.in June 1991.
 KA0051
 KA0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0051.GEOID18 height accuracy estimate available here.
 KA0051
 KA0051.Click photographs - Photos may exist for this station.
 KA0051
 KA0051.The dynamic height is computed by dividing the NAVD 88
 KA0051.geopotential number by the normal gravity value computed on the
 KA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0051.degrees latitude (g = 980.6199 gals.).
 KA0051
 KA0051.The modeled gravity was interpolated from observed gravity values.
 KA0051
 KA0051;                    North         East    Units  Estimated Accuracy
 KA0051;SPC IN W     -   482,360.      964,110.      MT  (+/- 180 meters Scaled)
 KA0051
 KA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ569825(NAD 83)
 KA0051
 KA0051                          SUPERSEDED SURVEY CONTROL
 KA0051
 KA0051  NGVD 29 (??/??/92)  223.668  (m)          733.82   (f) ADJ UNCH    2 0
 KA0051
 KA0051.Superseded values are not recommended for survey control.
 KA0051
 KA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0051.See file dsdata.pdf to determine how the superseded data were derived.
 KA0051
 KA0051_MARKER: DB = BENCH MARK DISK
 KA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0051_STAMPING: W 61 1946
 KA0051_MARK LOGO: CGS
 KA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0051+STABILITY: SURFACE MOTION
 KA0051
 KA0051  HISTORY     - Date     Condition        Report By
 KA0051  HISTORY     - 1946     MONUMENTED       CGS
 KA0051
 KA0051                          STATION DESCRIPTION
 KA0051
 KA0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0051'1.3 MI NW FROM FIVE POINTS.
 KA0051'ALONG STATE HIGHWAY 144 ABOUT 1.3 MILE NORTHWEST OF THE CROSS
 KA0051'ROADS AT FIVE POINTS AND ABOUT 2.35 MILES SOUTHEAST OF THE MUNICIPAL
 KA0051'BUILDING AT MOORESVILLE, 0.1 MILE NORTHWEST OF A NATURAL GAS PIPE
 KA0051'LINE CROSSING, NEAR A LARGE 2-STORY RED BRICK FARM HOUSE OWNED
 KA0051'BY HARRY SCHENCK, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KA0051'HIGHWAY, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY
 KA0051'LEADING TO THE HOUSE, 6 FEET SOUTHEAST OF THE SOUTHEAST GATE POST
 KA0051'IN THE SOUTHWEST RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST OF THE FENCE
 KA0051'AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 KA0051'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED W 61 1946 AND SET IN
 KA0051'THE TOP OF  CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0635 ***********************************************************************
 KA0635  DESIGNATION -  W 62
 KA0635  PID         -  KA0635
 KA0635  STATE/COUNTY-  IN/HENDRICKS
 KA0635  COUNTRY     -  US
 KA0635  USGS QUAD   -  CLAYTON (2019)
 KA0635
 KA0635                         *CURRENT SURVEY CONTROL
 KA0635  ______________________________________________________________________
 KA0635* NAD 83(1986) POSITION- 39 39 58.2    (N) 086 31 42.5    (W)   HD_HELD2
 KA0635* NAVD 88 ORTHO HEIGHT -   252.800 (meters)      829.39  (feet) ADJUSTED
 KA0635  ______________________________________________________________________
 KA0635  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 KA0635  DYNAMIC HEIGHT  -        252.661 (meters)      828.94  (feet) COMP
 KA0635  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 KA0635
 KA0635  VERT ORDER      -  FIRST     CLASS II
 KA0635
 KA0635.The horizontal coordinates were established by autonomous hand held GPS
 KA0635.observations and have an estimated accuracy of +/- 10 meters.
 KA0635
 KA0635.The orthometric height was determined by differential leveling and
 KA0635.adjusted by the NATIONAL GEODETIC SURVEY
 KA0635.in June 1991.
 KA0635
 KA0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0635.GEOID18 height accuracy estimate available here.
 KA0635
 KA0635.Click photographs - Photos may exist for this station.
 KA0635
 KA0635.The dynamic height is computed by dividing the NAVD 88
 KA0635.geopotential number by the normal gravity value computed on the
 KA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0635.degrees latitude (g = 980.6199 gals.).
 KA0635
 KA0635.The modeled gravity was interpolated from observed gravity values.
 KA0635
 KA0635;                    North         East    Units  Estimated Accuracy
 KA0635;SPC IN W     -   490,600.      947,610.      MT  (+/- 10 meters HH2 GPS)
 KA0635
 KA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4044490812(NAD 83)
 KA0635
 KA0635                          SUPERSEDED SURVEY CONTROL
 KA0635
 KA0635  NGVD 29 (??/??/92)  252.891  (m)          829.69   (f) ADJ UNCH    1 2
 KA0635
 KA0635.Superseded values are not recommended for survey control.
 KA0635
 KA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0635.See file dsdata.pdf to determine how the superseded data were derived.
 KA0635
 KA0635_MARKER: DB = BENCH MARK DISK
 KA0635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0635_SP_SET: HEADWALL
 KA0635_STAMPING: W 62 1946
 KA0635_MARK LOGO: CGS
 KA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0635+STABILITY: SURFACE MOTION
 KA0635
 KA0635  HISTORY     - Date     Condition        Report By
 KA0635  HISTORY     - 1946     MONUMENTED       CGS
 KA0635  HISTORY     - 1985     GOOD             NGS
 KA0635  HISTORY     - 20110714 POOR             GEOCAC
 KA0635
 KA0635                          STATION DESCRIPTION
 KA0635
 KA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0635'2.2 MI W FROM BELLEVILLE.
 KA0635'ABOUT 2.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 KA0635'OF STATE HIGHWAY 39 AT BELLEVILLE, 0.3 MILE WEST OF A BLACK TOP
 KA0635'ROAD CROSSING, 0.1 MILE EAST OF DE LONGS TURKEY FARM, SET IN THE
 KA0635'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4 FOOT CONCRETE
 KA0635'CULVERT, 25 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA0635'OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD DISK,
 KA0635'STAMPED W 62 1946.
 KA0635
 KA0635                          STATION RECOVERY (1985)
 KA0635
 KA0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0635'RECOVERED IN GOOD CONDITION.
 KA0635
 KA0635                          STATION RECOVERY (2011)
 KA0635
 KA0635'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0635'THE CENTRAL TEXT OF THE DISK HAS BEEN SCRAPED OFF BY A MOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0167 ***********************************************************************
 KA0167  DESIGNATION -  W 63
 KA0167  PID         -  KA0167
 KA0167  STATE/COUNTY-  IN/MORGAN
 KA0167  COUNTRY     -  US
 KA0167  USGS QUAD   -  HALL (2019)
 KA0167
 KA0167                         *CURRENT SURVEY CONTROL
 KA0167  ______________________________________________________________________
 KA0167* NAD 83(1986) POSITION- 39 34 44.03   (N) 086 30 10.74   (W)   HD_HELD1
 KA0167* NAVD 88 ORTHO HEIGHT -   231.017 (meters)      757.93  (feet) ADJUSTED
 KA0167  ______________________________________________________________________
 KA0167  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 KA0167  DYNAMIC HEIGHT  -        230.888 (meters)      757.51  (feet) COMP
 KA0167  MODELED GRAVITY -    980,064.0   (mgal)                       NAVD 88
 KA0167
 KA0167  VERT ORDER      -  SECOND    CLASS 0
 KA0167
 KA0167.The horizontal coordinates were determined by differentially corrected
 KA0167.hand held GPS observations or other comparable positioning techniques
 KA0167.and have an estimated accuracy of +/- 3 meters.
 KA0167
 KA0167.The orthometric height was determined by differential leveling and
 KA0167.adjusted by the NATIONAL GEODETIC SURVEY
 KA0167.in June 1991.
 KA0167
 KA0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0167.GEOID18 height accuracy estimate available here.
 KA0167
 KA0167.Click photographs - Photos may exist for this station.
 KA0167
 KA0167.The dynamic height is computed by dividing the NAVD 88
 KA0167.geopotential number by the normal gravity value computed on the
 KA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0167.degrees latitude (g = 980.6199 gals.).
 KA0167
 KA0167.The modeled gravity was interpolated from observed gravity values.
 KA0167
 KA0167;                    North         East    Units  Estimated Accuracy
 KA0167;SPC IN W     -   480,924.8     949,859.9     MT  (+/- 3 meters HH1 GPS) 
 KA0167
 KA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4268481138(NAD 83)
 KA0167
 KA0167                          SUPERSEDED SURVEY CONTROL
 KA0167
 KA0167  NGVD 29 (??/??/92)  231.131  (m)          758.30   (f) ADJ UNCH    2 0
 KA0167
 KA0167.Superseded values are not recommended for survey control.
 KA0167
 KA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0167.See file dsdata.pdf to determine how the superseded data were derived.
 KA0167
 KA0167_MARKER: DB = BENCH MARK DISK
 KA0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0167_STAMPING: W 63 1946
 KA0167_MARK LOGO: CGS
 KA0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0167+STABILITY: SURFACE MOTION
 KA0167
 KA0167  HISTORY     - Date     Condition        Report By
 KA0167  HISTORY     - 1946     MONUMENTED       CGS
 KA0167  HISTORY     - 20070721 GOOD             PICI
 KA0167
 KA0167                          STATION DESCRIPTION
 KA0167
 KA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0167'1.1 MI W FROM MONROVIA.
 KA0167'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 KA0167'AT MONROVIA, ABOUT 0.5 MILE EAST OF A ROAD LEADING SOUTH, 0.1
 KA0167'MILE EAST OF A NARROW BRIDGE, 162 FEET WEST OF A 40 INCH LONE
 KA0167'SYCAMORE TREE ON THE SOUTH SIDE OF THE HIGHWAY, 28 FEET SOUTH OF
 KA0167'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 12 FEET
 KA0167'SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE TO A FIELD, 7.5
 KA0167'FEET SOUTH OF A FENCE CORNER GATE POST, 1.0 FOOT EAST OF A
 KA0167'FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 KA0167'STANDARD DISK, STAMPED W 63 1946 AND SET IN THE TOP OF A CONCRETE
 KA0167'POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0167
 KA0167                          STATION RECOVERY (2007)
 KA0167
 KA0167'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2007 (TF)
 KA0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0145 ***********************************************************************
 KA0145  DESIGNATION -  W 64
 KA0145  PID         -  KA0145
 KA0145  STATE/COUNTY-  IN/MARION
 KA0145  COUNTRY     -  US
 KA0145  USGS QUAD   -  BRIDGEPORT (2019)
 KA0145
 KA0145                         *CURRENT SURVEY CONTROL
 KA0145  ______________________________________________________________________
 KA0145* NAD 83(1986) POSITION- 39 42 48.     (N) 086 16 10.     (W)   SCALED
 KA0145* NAVD 88 ORTHO HEIGHT -   229.083 (meters)      751.58  (feet) ADJUSTED
 KA0145  ______________________________________________________________________
 KA0145  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 KA0145  DYNAMIC HEIGHT  -        228.960 (meters)      751.18  (feet) COMP
 KA0145  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 KA0145
 KA0145  VERT ORDER      -  SECOND    CLASS 0
 KA0145
 KA0145.The horizontal coordinates were scaled from a map and have
 KA0145.an estimated accuracy of +/- 6 seconds.
 KA0145
 KA0145.The orthometric height was determined by differential leveling and
 KA0145.adjusted by the NATIONAL GEODETIC SURVEY
 KA0145.in June 1991.
 KA0145
 KA0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0145.GEOID18 height accuracy estimate available here.
 KA0145
 KA0145.Click photographs - Photos may exist for this station.
 KA0145
 KA0145.The dynamic height is computed by dividing the NAVD 88
 KA0145.geopotential number by the normal gravity value computed on the
 KA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0145.degrees latitude (g = 980.6199 gals.).
 KA0145
 KA0145.The modeled gravity was interpolated from observed gravity values.
 KA0145
 KA0145;                    North         East    Units  Estimated Accuracy
 KA0145;SPC IN E     -   495,860.       48,310.      MT  (+/- 180 meters Scaled)
 KA0145
 KA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ626961(NAD 83)
 KA0145
 KA0145                          SUPERSEDED SURVEY CONTROL
 KA0145
 KA0145  NGVD 29 (??/??/92)  229.215  (m)          752.02   (f) ADJ UNCH    2 0
 KA0145
 KA0145.Superseded values are not recommended for survey control.
 KA0145
 KA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0145.See file dsdata.pdf to determine how the superseded data were derived.
 KA0145
 KA0145_MARKER: DB = BENCH MARK DISK
 KA0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0145_SP_SET: BRIDGE
 KA0145_STAMPING: W 64 1946
 KA0145_MARK LOGO: CGS
 KA0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0145
 KA0145  HISTORY     - Date     Condition        Report By
 KA0145  HISTORY     - 1946     MONUMENTED       CGS
 KA0145  HISTORY     - 1968     MARK NOT FOUND   CGS
 KA0145  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0145
 KA0145                          STATION DESCRIPTION
 KA0145
 KA0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0145'1.4 MI N FROM VALLEY MILLS.
 KA0145'ABOUT 1.4 MILE NORTH ALONG HIGHSCHOOL ROAD FROM THE CROSS ROADS
 KA0145'AT VALLEY MILLS, ABOUT 125 YARDS SOUTH OF THE INTERSECTION WITH
 KA0145'SEERLEY ROAD AND BETHEL M.E. CHURCH, SET IN THE TOP OF THE NORTHWEST
 KA0145'WINGWALL AT THE NORTH END OF A 12-FOOT CONCRETE BRIDGE OVER A SMALL
 KA0145'STREAM, 12 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 KA0145'WITH THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED W 64 1946.
 KA0145
 KA0145                          STATION RECOVERY (1968)
 KA0145
 KA0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KA0145'MARK NOT FOUND.
 KA0145
 KA0145                          STATION RECOVERY (1976)
 KA0145
 KA0145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0553 ***********************************************************************
 KA0553  DESIGNATION -  W 65
 KA0553  PID         -  KA0553
 KA0553  STATE/COUNTY-  IN/MORGAN
 KA0553  COUNTRY     -  US
 KA0553  USGS QUAD   -  QUINCY (2019)
 KA0553
 KA0553                         *CURRENT SURVEY CONTROL
 KA0553  ______________________________________________________________________
 KA0553* NAD 83(1986) POSITION- 39 28 13.00   (N) 086 37 56.38   (W)   HD_HELD1
 KA0553* NAVD 88 ORTHO HEIGHT -   235.526 (meters)      772.72  (feet) ADJUSTED
 KA0553  ______________________________________________________________________
 KA0553  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KA0553  DYNAMIC HEIGHT  -        235.392 (meters)      772.28  (feet) COMP
 KA0553  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 KA0553
 KA0553  VERT ORDER      -  SECOND    CLASS 0
 KA0553
 KA0553.The horizontal coordinates were determined by differentially corrected
 KA0553.hand held GPS observations or other comparable positioning techniques
 KA0553.and have an estimated accuracy of +/- 3 meters.
 KA0553
 KA0553.The orthometric height was determined by differential leveling and
 KA0553.adjusted by the NATIONAL GEODETIC SURVEY
 KA0553.in June 1991.
 KA0553
 KA0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0553.GEOID18 height accuracy estimate available here.
 KA0553
 KA0553.Click photographs - Photos may exist for this station.
 KA0553
 KA0553.The dynamic height is computed by dividing the NAVD 88
 KA0553.geopotential number by the normal gravity value computed on the
 KA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0553.degrees latitude (g = 980.6199 gals.).
 KA0553
 KA0553.The modeled gravity was interpolated from observed gravity values.
 KA0553
 KA0553;                    North         East    Units  Estimated Accuracy
 KA0553;SPC IN W     -   468,801.9     938,807.8     MT  (+/- 3 meters HH1 GPS) 
 KA0553
 KA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3162569030(NAD 83)
 KA0553
 KA0553                          SUPERSEDED SURVEY CONTROL
 KA0553
 KA0553  NGVD 29 (??/??/92)  235.645  (m)          773.11   (f) ADJ UNCH    2 0
 KA0553
 KA0553.Superseded values are not recommended for survey control.
 KA0553
 KA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0553.See file dsdata.pdf to determine how the superseded data were derived.
 KA0553
 KA0553_MARKER: DB = BENCH MARK DISK
 KA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0553_STAMPING: W 65 1946
 KA0553_MARK LOGO: CGS
 KA0553_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0553+STABILITY: SURFACE MOTION
 KA0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0553+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2023
 KA0553
 KA0553  HISTORY     - Date     Condition        Report By
 KA0553  HISTORY     - 1946     MONUMENTED       CGS
 KA0553  HISTORY     - 20230314 GOOD             INDOT
 KA0553
 KA0553                          STATION DESCRIPTION
 KA0553
 KA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0553'AT LEWISVILLE.
 KA0553'AT LEWISVILLE, 44 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 KA0553'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19
 KA0553'FEET WEST OF THE SOUTHEAST CORNER OF LEWIS AND COMPANY STORE
 KA0553'BUILDING, 2.3 FEET SOUTH OF THE SOUTH FACE OF THE STORE BUILDING,
 KA0553'1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 KA0553'HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED W 65 1946 AND
 KA0553'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0553
 KA0553                          STATION RECOVERY (2023)
 KA0553
 KA0553'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AW)
 KA0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1088 ***********************************************************************
 KA1088  DESIGNATION -  W 66
 KA1088  PID         -  KA1088
 KA1088  STATE/COUNTY-  IN/VIGO
 KA1088  COUNTRY     -  US
 KA1088  USGS QUAD   -  SEELYVILLE (2019)
 KA1088
 KA1088                         *CURRENT SURVEY CONTROL
 KA1088  ______________________________________________________________________
 KA1088* NAD 83(1986) POSITION- 39 29 32.     (N) 087 15 27.     (W)   SCALED
 KA1088* NAVD 88 ORTHO HEIGHT -   177.538 (meters)      582.47  (feet) ADJUSTED
 KA1088  ______________________________________________________________________
 KA1088  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA1088  DYNAMIC HEIGHT  -        177.436 (meters)      582.14  (feet) COMP
 KA1088  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 KA1088
 KA1088  VERT ORDER      -  SECOND    CLASS 0
 KA1088
 KA1088.The horizontal coordinates were scaled from a map and have
 KA1088.an estimated accuracy of +/- 6 seconds.
 KA1088
 KA1088.The orthometric height was determined by differential leveling and
 KA1088.adjusted by the NATIONAL GEODETIC SURVEY
 KA1088.in June 1991.
 KA1088
 KA1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1088.GEOID18 height accuracy estimate available here.
 KA1088
 KA1088.Click photographs - Photos may exist for this station.
 KA1088
 KA1088.The dynamic height is computed by dividing the NAVD 88
 KA1088.geopotential number by the normal gravity value computed on the
 KA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1088.degrees latitude (g = 980.6199 gals.).
 KA1088
 KA1088.The modeled gravity was interpolated from observed gravity values.
 KA1088
 KA1088;                    North         East    Units  Estimated Accuracy
 KA1088;SPC IN W     -   471,160.      885,020.      MT  (+/- 180 meters Scaled)
 KA1088
 KA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ778714(NAD 83)
 KA1088
 KA1088                          SUPERSEDED SURVEY CONTROL
 KA1088
 KA1088  NGVD 29 (??/??/92)  177.637  (m)          582.80   (f) ADJ UNCH    2 0
 KA1088
 KA1088.Superseded values are not recommended for survey control.
 KA1088
 KA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1088.See file dsdata.pdf to determine how the superseded data were derived.
 KA1088
 KA1088_MARKER: DB = BENCH MARK DISK
 KA1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1088_SP_SET: OVERPASS
 KA1088_STAMPING: W 66 1946
 KA1088_MARK LOGO: CGS
 KA1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1088
 KA1088  HISTORY     - Date     Condition        Report By
 KA1088  HISTORY     - 1946     MONUMENTED       CGS
 KA1088  HISTORY     - 19900428 GOOD             USPSQD
 KA1088
 KA1088                          STATION DESCRIPTION
 KA1088
 KA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1088'0.8 MI SE FROM SEELYVILLE.
 KA1088'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA1088'AT SEELYVILLE, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD
 KA1088'TO THE PENNSYLVANIA RAILROAD OVERPASS, SET IN THE TOP OF THE
 KA1088'NORTH END OF THE NORTH WINGWALL OF THE RAILROAD OVERPASS, 10
 KA1088'FEET EAST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE ROAD,
 KA1088'61 FEET NORTH OF AND ABOUT 10 FEET LOWER THAN THE NORTH RAIL OF
 KA1088'THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED W 66 1946.
 KA1088
 KA1088                          STATION RECOVERY (1990)
 KA1088
 KA1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0932 ***********************************************************************
 KA0932  DESIGNATION -  W 67
 KA0932  PID         -  KA0932
 KA0932  STATE/COUNTY-  IN/CLAY
 KA0932  COUNTRY     -  US
 KA0932  USGS QUAD   -  BRAZIL EAST (2019)
 KA0932
 KA0932                         *CURRENT SURVEY CONTROL
 KA0932  ______________________________________________________________________
 KA0932* NAD 83(1986) POSITION- 39 36 06.38   (N) 087 04 09.82   (W)   HD_HELD1
 KA0932* NAVD 88 ORTHO HEIGHT -   222.068 (meters)      728.57  (feet) ADJUSTED
 KA0932  ______________________________________________________________________
 KA0932  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 KA0932  DYNAMIC HEIGHT  -        221.941 (meters)      728.15  (feet) COMP
 KA0932  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA0932
 KA0932  VERT ORDER      -  FIRST     CLASS II
 KA0932
 KA0932.The horizontal coordinates were determined by differentially corrected
 KA0932.hand held GPS observations or other comparable positioning techniques
 KA0932.and have an estimated accuracy of +/- 3 meters.
 KA0932
 KA0932.The orthometric height was determined by differential leveling and
 KA0932.adjusted by the NATIONAL GEODETIC SURVEY
 KA0932.in June 1991.
 KA0932
 KA0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0932.GEOID18 height accuracy estimate available here.
 KA0932
 KA0932.Click photographs - Photos may exist for this station.
 KA0932
 KA0932.The dynamic height is computed by dividing the NAVD 88
 KA0932.geopotential number by the normal gravity value computed on the
 KA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0932.degrees latitude (g = 980.6199 gals.).
 KA0932
 KA0932.The modeled gravity was interpolated from observed gravity values.
 KA0932
 KA0932;                    North         East    Units  Estimated Accuracy
 KA0932;SPC IN W     -   483,303.7     901,197.1     MT  (+/- 3 meters HH1 GPS) 
 KA0932
 KA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9404283561(NAD 83)
 KA0932
 KA0932                          SUPERSEDED SURVEY CONTROL
 KA0932
 KA0932  NGVD 29 (??/??/92)  222.176  (m)          728.92   (f) ADJ UNCH    1 2
 KA0932
 KA0932.Superseded values are not recommended for survey control.
 KA0932
 KA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0932.See file dsdata.pdf to determine how the superseded data were derived.
 KA0932
 KA0932_MARKER: DB = BENCH MARK DISK
 KA0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0932_STAMPING: W 67 1946
 KA0932_MARK LOGO: CGS
 KA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0932+STABILITY: SURFACE MOTION
 KA0932
 KA0932  HISTORY     - Date     Condition        Report By
 KA0932  HISTORY     - 1946     MONUMENTED       CGS
 KA0932  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0932
 KA0932                          STATION DESCRIPTION
 KA0932
 KA0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0932'2.2 MI E FROM CARBON.
 KA0932'ABOUT 2.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0932'STATION AT CARBON, AT A GRAVEL ROAD CROSSING, 61.5 FEET NORTH OF
 KA0932'THE CENTER LINE OF THE NORTH MAIN TRACK, 34 FEET EAST OF AND
 KA0932'ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVEL ROAD, 21 FEET
 KA0932'NORTHWEST OF MILEAGE POLE NO. 50-34, 19.5 FEET EAST OF A FENCE
 KA0932'CORNER, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST
 KA0932'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 67
 KA0932'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0932'ABOVE GROUND.
 KA0932
 KA0932                          STATION RECOVERY (1985)
 KA0932
 KA0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0932'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0518 ***********************************************************************
 KA0518  DESIGNATION -  W 69
 KA0518  PID         -  KA0518
 KA0518  STATE/COUNTY-  IN/OWEN
 KA0518  COUNTRY     -  US
 KA0518  USGS QUAD   -  PATRICKSBURG (2019)
 KA0518
 KA0518                         *CURRENT SURVEY CONTROL
 KA0518  ______________________________________________________________________
 KA0518* NAD 83(1986) POSITION- 39 22 16.     (N) 086 55 41.     (W)   SCALED
 KA0518* NAVD 88 ORTHO HEIGHT -   213.240 (meters)      699.60  (feet) ADJUSTED
 KA0518  ______________________________________________________________________
 KA0518  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 KA0518  DYNAMIC HEIGHT  -        213.116 (meters)      699.20  (feet) COMP
 KA0518  MODELED GRAVITY -    980,037.7   (mgal)                       NAVD 88
 KA0518
 KA0518  VERT ORDER      -  SECOND    CLASS 0
 KA0518
 KA0518.The horizontal coordinates were scaled from a map and have
 KA0518.an estimated accuracy of +/- 6 seconds.
 KA0518
 KA0518.The orthometric height was determined by differential leveling and
 KA0518.adjusted by the NATIONAL GEODETIC SURVEY
 KA0518.in June 1991.
 KA0518
 KA0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0518.GEOID18 height accuracy estimate available here.
 KA0518
 KA0518.Click photographs - Photos may exist for this station.
 KA0518
 KA0518.The dynamic height is computed by dividing the NAVD 88
 KA0518.geopotential number by the normal gravity value computed on the
 KA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0518.degrees latitude (g = 980.6199 gals.).
 KA0518
 KA0518.The modeled gravity was interpolated from observed gravity values.
 KA0518
 KA0518;                    North         East    Units  Estimated Accuracy
 KA0518;SPC IN W     -   457,710.      913,380.      MT  (+/- 180 meters Scaled)
 KA0518
 KA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ061579(NAD 83)
 KA0518
 KA0518                          SUPERSEDED SURVEY CONTROL
 KA0518
 KA0518  NGVD 29 (??/??/92)  213.358  (m)          699.99   (f) ADJ UNCH    2 0
 KA0518
 KA0518.Superseded values are not recommended for survey control.
 KA0518
 KA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0518.See file dsdata.pdf to determine how the superseded data were derived.
 KA0518
 KA0518_MARKER: DB = BENCH MARK DISK
 KA0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0518_STAMPING: W 69 1946
 KA0518_MARK LOGO: CGS
 KA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0518+STABILITY: SURFACE MOTION
 KA0518
 KA0518  HISTORY     - Date     Condition        Report By
 KA0518  HISTORY     - 1946     MONUMENTED       CGS
 KA0518
 KA0518                          STATION DESCRIPTION
 KA0518
 KA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0518'2.6 MI SW FROM JORDAN.
 KA0518'2.55 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE COMMUNITY
 KA0518'PRESBYTERIAN CHURCH AT JORDAN, AT THE NORTHEAST CORNER OF A
 KA0518'CEMETERY, 25.5 FEET SOUTH OF THE CEMETERY FENCE CORNER, 23
 KA0518'FEET WEST OF AND 2 FEET ABOVE THE CENTERLINE OF THE ROAD, 17
 KA0518'FEET EAST OF A 16-INCH BLACK WALNUT TREE IN THE CEMETERY, 0.8
 KA0518'FOOT EAST OF THE FENCE LINE, AND 2 FEET NORTH OF A WHITE WOODEN
 KA0518'WITNESS POST.  A STANDARD DISK, STAMPED W 69 1946 AND SET IN
 KA0518'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0227 ***********************************************************************
 ME0227  DESIGNATION -  W 7
 ME0227  PID         -  ME0227
 ME0227  STATE/COUNTY-  IN/MARSHALL
 ME0227  COUNTRY     -  US
 ME0227  USGS QUAD   -  BOURBON (2019)
 ME0227
 ME0227                         *CURRENT SURVEY CONTROL
 ME0227  ______________________________________________________________________
 ME0227* NAD 83(1986) POSITION- 41 16 55.     (N) 086 03 55.     (W)   SCALED
 ME0227* NAVD 88 ORTHO HEIGHT -   251.553 (meters)      825.30  (feet) ADJUSTED
 ME0227  ______________________________________________________________________
 ME0227  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 ME0227  DYNAMIC HEIGHT  -        251.449 (meters)      824.96  (feet) COMP
 ME0227  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 ME0227
 ME0227  VERT ORDER      -  FIRST     CLASS I
 ME0227
 ME0227.The horizontal coordinates were scaled from a map and have
 ME0227.an estimated accuracy of +/- 6 seconds.
 ME0227
 ME0227.The orthometric height was determined by differential leveling and
 ME0227.adjusted by the NATIONAL GEODETIC SURVEY
 ME0227.in June 1991.
 ME0227
 ME0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0227.GEOID18 height accuracy estimate available here.
 ME0227
 ME0227.Click photographs - Photos may exist for this station.
 ME0227
 ME0227.The dynamic height is computed by dividing the NAVD 88
 ME0227.geopotential number by the normal gravity value computed on the
 ME0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0227.degrees latitude (g = 980.6199 gals.).
 ME0227
 ME0227.The modeled gravity was interpolated from observed gravity values.
 ME0227
 ME0227;                    North         East    Units  Estimated Accuracy
 ME0227;SPC IN E     -   669,950.       66,610.      MT  (+/- 180 meters Scaled)
 ME0227
 ME0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL782704(NAD 83)
 ME0227
 ME0227                          SUPERSEDED SURVEY CONTROL
 ME0227
 ME0227  NGVD 29 (??/??/92)  251.684  (m)          825.73   (f) ADJ UNCH    1 1
 ME0227
 ME0227.Superseded values are not recommended for survey control.
 ME0227
 ME0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0227.See file dsdata.pdf to determine how the superseded data were derived.
 ME0227
 ME0227_MARKER: Q = CHISELED SQUARE
 ME0227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0227_SP_SET: BOX CULVERT HEADWALL
 ME0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0227+STABILITY: SURFACE MOTION
 ME0227
 ME0227  HISTORY     - Date     Condition        Report By
 ME0227  HISTORY     - 1916     MONUMENTED       CGS
 ME0227  HISTORY     - 1968     GOOD             CGS
 ME0227
 ME0227                          STATION DESCRIPTION
 ME0227
 ME0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0227'1 MI NW FROM ETNA GREEN.
 ME0227'ABOUT 1.05 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0227'THE CROSSING OF STATE HIGHWAY 19 AT ETNA GREEN, ABOUT 0.3 MILE
 ME0227'NORTHWEST OF MILEPOST 370, ACROSS U.S. HIGHWAY 30 FROM THE
 ME0227'ENTRANCE TO A LARGE LIVESTOCK SALES BARN, A 2-INCH OUTLINED
 ME0227'SQUARE ON THE TOP OF THE NORTH CORNER OF THE STONE HEAD WALL AT
 ME0227'THE NORTHEAST END OF A 3 FOOT STONE BOX CULVERT UNDER THE TRACKS,
 ME0227'14.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK,
 ME0227'0.4 FOOT SOUTH OF THE NORTH CORNER OF THE HEAD WALL AND 6 FEET
 ME0227'BELOW THE LEVEL OF THE TRACK.  SEC 28, T 33 N, R 4 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1172 ***********************************************************************
 KA1172  DESIGNATION -  W 70
 KA1172  PID         -  KA1172
 KA1172  STATE/COUNTY-  IN/CLAY
 KA1172  COUNTRY     -  US
 KA1172  USGS QUAD   -  CLAY CITY (2019)
 KA1172
 KA1172                         *CURRENT SURVEY CONTROL
 KA1172  ______________________________________________________________________
 KA1172* NAD 83(1986) POSITION- 39 17 04.     (N) 087 05 30.     (W)   SCALED
 KA1172* NAVD 88 ORTHO HEIGHT -   185.220 (meters)      607.68  (feet) ADJUSTED
 KA1172  ______________________________________________________________________
 KA1172  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1172  DYNAMIC HEIGHT  -        185.112 (meters)      607.32  (feet) COMP
 KA1172  MODELED GRAVITY -    980,042.0   (mgal)                       NAVD 88
 KA1172
 KA1172  VERT ORDER      -  SECOND    CLASS 0
 KA1172
 KA1172.The horizontal coordinates were scaled from a map and have
 KA1172.an estimated accuracy of +/- 6 seconds.
 KA1172
 KA1172.The orthometric height was determined by differential leveling and
 KA1172.adjusted by the NATIONAL GEODETIC SURVEY
 KA1172.in June 1991.
 KA1172
 KA1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1172.GEOID18 height accuracy estimate available here.
 KA1172
 KA1172.Click photographs - Photos may exist for this station.
 KA1172
 KA1172.The dynamic height is computed by dividing the NAVD 88
 KA1172.geopotential number by the normal gravity value computed on the
 KA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1172.degrees latitude (g = 980.6199 gals.).
 KA1172
 KA1172.The modeled gravity was interpolated from observed gravity values.
 KA1172
 KA1172;                    North         East    Units  Estimated Accuracy
 KA1172;SPC IN W     -   448,070.      899,280.      MT  (+/- 180 meters Scaled)
 KA1172
 KA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920483(NAD 83)
 KA1172
 KA1172                          SUPERSEDED SURVEY CONTROL
 KA1172
 KA1172  NGVD 29 (??/??/92)  185.334  (m)          608.05   (f) ADJ UNCH    2 0
 KA1172
 KA1172.Superseded values are not recommended for survey control.
 KA1172
 KA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1172.See file dsdata.pdf to determine how the superseded data were derived.
 KA1172
 KA1172_MARKER: DB = BENCH MARK DISK
 KA1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1172_STAMPING: W 70 1946
 KA1172_MARK LOGO: CGS
 KA1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1172+STABILITY: SURFACE MOTION
 KA1172
 KA1172  HISTORY     - Date     Condition        Report By
 KA1172  HISTORY     - 1946     MONUMENTED       CGS
 KA1172  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA1172
 KA1172                          STATION DESCRIPTION
 KA1172
 KA1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1172'1.7 MI E FROM CLAY CITY.
 KA1172'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA1172'AT CLAY CITY, 0.5 MILE EAST OF A RAILROAD CROSSING, AT A CROSS
 KA1172'ROAD, 65.5 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A POWER
 KA1172'POLE, 38 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1172'OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE ROAD
 KA1172'SOUTH, 7.5 FEET NORTHWEST OF A WOVEN WIRE FENCE, AND 2 FEET
 KA1172'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KA1172'STAMPED W 70 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1172'4 INCHES ABOVE GROUND.
 KA1172
 KA1172                          STATION RECOVERY (2006)
 KA1172
 KA1172'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA1172'THE AREA WHERE W 70 WAS LOCATED HAD BEEN DISTURBED. A DRAINAGE DITCH
 KA1172'HAD BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0820 ***********************************************************************
 KA0820  DESIGNATION -  W 71
 KA0820  PID         -  KA0820
 KA0820  STATE/COUNTY-  IN/PARKE
 KA0820  COUNTRY     -  US
 KA0820  USGS QUAD   -  BELLMORE (2019)
 KA0820
 KA0820                         *CURRENT SURVEY CONTROL
 KA0820  ______________________________________________________________________
 KA0820* NAD 83(1986) POSITION- 39 45 37.24   (N) 087 04 25.06   (W)   HD_HELD1
 KA0820* NAVD 88 ORTHO HEIGHT -   221.784 (meters)      727.64  (feet) ADJUSTED
 KA0820  ______________________________________________________________________
 KA0820  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 KA0820  DYNAMIC HEIGHT  -        221.658 (meters)      727.22  (feet) COMP
 KA0820  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 KA0820
 KA0820  VERT ORDER      -  SECOND    CLASS 0
 KA0820
 KA0820.The horizontal coordinates were determined by differentially corrected
 KA0820.hand held GPS observations or other comparable positioning techniques
 KA0820.and have an estimated accuracy of +/- 3 meters.
 KA0820
 KA0820.The orthometric height was determined by differential leveling and
 KA0820.adjusted by the NATIONAL GEODETIC SURVEY
 KA0820.in June 1991.
 KA0820
 KA0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0820.GEOID18 height accuracy estimate available here.
 KA0820
 KA0820.Click photographs - Photos may exist for this station.
 KA0820
 KA0820.The dynamic height is computed by dividing the NAVD 88
 KA0820.geopotential number by the normal gravity value computed on the
 KA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0820.degrees latitude (g = 980.6199 gals.).
 KA0820
 KA0820.The modeled gravity was interpolated from observed gravity values.
 KA0820
 KA0820;                    North         East    Units  Estimated Accuracy
 KA0820;SPC IN W     -   500,909.1     900,831.7     MT  (+/- 3 meters HH1 GPS) 
 KA0820
 KA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9369301160(NAD 83)
 KA0820
 KA0820                          SUPERSEDED SURVEY CONTROL
 KA0820
 KA0820  NGVD 29 (??/??/92)  221.881  (m)          727.95   (f) ADJ UNCH    2 0
 KA0820
 KA0820.Superseded values are not recommended for survey control.
 KA0820
 KA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0820.See file dsdata.pdf to determine how the superseded data were derived.
 KA0820
 KA0820_MARKER: DB = BENCH MARK DISK
 KA0820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0820_SP_SET: BOX CULVERT HEADWALL
 KA0820_STAMPING: W 71 1946
 KA0820_MARK LOGO: CGS
 KA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0820+STABILITY: SURFACE MOTION
 KA0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0820+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 KA0820
 KA0820  HISTORY     - Date     Condition        Report By
 KA0820  HISTORY     - 1946     MONUMENTED       CGS
 KA0820  HISTORY     - 1988     GOOD             USPSQD
 KA0820  HISTORY     - 20061213 GOOD             INDOT
 KA0820
 KA0820                          STATION DESCRIPTION
 KA0820
 KA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0820'1.6 MI E FROM BELLMORE.
 KA0820'ABOUT 1.65 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY
 KA0820'HALL AT BELLMORE, ABOUT 110 YARDS WEST OF THE JUNCTION WITH A
 KA0820'GRAVEL ROAD LEADING NORTH TO RUSSELLVILLE, ABOUT 40 YARDS EAST
 KA0820'OF THE CENTER OF A JUNCTION WITH A GRAVEL ROAD LEADING SOUTH,
 KA0820'ABOUT 190 FEET WEST AND ACROSS THE HIGHWAY FROM A SIGN ON THE
 KA0820'SOUTH SIDE OF THE RIGHT-OF-WAY READING HOLLANDSBURG, SET IN
 KA0820'THE EAST END OF THE NORTH HEADWALL OF A 5-FOOT CONCRETE BOX
 KA0820'CULVERT, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 KA0820'LOWER THAN THE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED W 71
 KA0820'1946.
 KA0820
 KA0820                          STATION RECOVERY (1988)
 KA0820
 KA0820'RECOVERY NOTE BY US POWER SQUADRON 1988 (SLG)
 KA0820'RECOVERED IN GOOD CONDITION.
 KA0820
 KA0820                          STATION RECOVERY (2006)
 KA0820
 KA0820'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA0820'THIS BM WAS RECOVERED BUT THE DESCRIPTION SHOULD BE CHANGED. THE BM IS
 KA0820'LOCATED ON (OLD) US-36 . THE HIGHWAY WAS RELOCATED ABOUT 1960. THE
 KA0820'SIGN READING HOLLANDSBUG ON THE SOUTH SIDE OF THE ROAD IS GONE. THE 5
 KA0820'FT. CONCRETE BOX CULVERT IS IN FAIR CONDITION ALTHOUGH, THE GENERAL
 KA0820'APPEARANCE IS POOR. EROSION AND SCRUB HAVE COVERED THE HEADWALL ON THE
 KA0820'EAST END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0797 ***********************************************************************
 KA0797  DESIGNATION -  W 72
 KA0797  PID         -  KA0797
 KA0797  STATE/COUNTY-  IN/HENDRICKS
 KA0797  COUNTRY     -  US
 KA0797  USGS QUAD   -  NORTH SALEM (2019)
 KA0797
 KA0797                         *CURRENT SURVEY CONTROL
 KA0797  ______________________________________________________________________
 KA0797* NAD 83(1986) POSITION- 39 50 39.     (N) 086 38 50.     (W)   SCALED
 KA0797* NAVD 88 ORTHO HEIGHT -   259.774 (meters)      852.28  (feet) ADJUSTED
 KA0797  ______________________________________________________________________
 KA0797  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 KA0797  DYNAMIC HEIGHT  -        259.633 (meters)      851.81  (feet) COMP
 KA0797  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 KA0797
 KA0797  VERT ORDER      -  SECOND    CLASS 0
 KA0797
 KA0797.The horizontal coordinates were scaled from a map and have
 KA0797.an estimated accuracy of +/- 6 seconds.
 KA0797
 KA0797.The orthometric height was determined by differential leveling and
 KA0797.adjusted by the NATIONAL GEODETIC SURVEY
 KA0797.in June 1991.
 KA0797
 KA0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0797.GEOID18 height accuracy estimate available here.
 KA0797
 KA0797.Click photographs - Photos may exist for this station.
 KA0797
 KA0797.The dynamic height is computed by dividing the NAVD 88
 KA0797.geopotential number by the normal gravity value computed on the
 KA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0797.degrees latitude (g = 980.6199 gals.).
 KA0797
 KA0797.The modeled gravity was interpolated from observed gravity values.
 KA0797
 KA0797;                    North         East    Units  Estimated Accuracy
 KA0797;SPC IN W     -   510,310.      937,330.      MT  (+/- 180 meters Scaled)
 KA0797
 KA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK301105(NAD 83)
 KA0797
 KA0797                          SUPERSEDED SURVEY CONTROL
 KA0797
 KA0797  NGVD 29 (??/??/92)  259.887  (m)          852.65   (f) ADJ UNCH    2 0
 KA0797
 KA0797.Superseded values are not recommended for survey control.
 KA0797
 KA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0797.See file dsdata.pdf to determine how the superseded data were derived.
 KA0797
 KA0797_MARKER: DB = BENCH MARK DISK
 KA0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0797_SP_SET: BRIDGE
 KA0797_STAMPING: W 72 1946
 KA0797_MARK LOGO: CGS
 KA0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0797
 KA0797  HISTORY     - Date     Condition        Report By
 KA0797  HISTORY     - 1946     MONUMENTED       CGS
 KA0797
 KA0797                          STATION DESCRIPTION
 KA0797
 KA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0797'1.1 MI S FROM NORTH SALEM.
 KA0797'ABOUT 1.1 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE WATER TOWER
 KA0797'AT NORTH SALEM, ABOUT 0.15 MILE NORTH OF A 2-STORY BRICK FARM
 KA0797'HOUSE ON THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF THE
 KA0797'SOUTHEAST END OF THE NORTHWEST CONCRETE WINGWALL OF A SINGLE-SPAN
 KA0797'STEEL TRUSS STEEL BRIDGE OVER A CREEK, 9 FEET WEST OF THE CENTER
 KA0797'LINE OF THE HIGHWAY, 4.5 FEET SOUTHWEST OF A LOAD LIMIT WARNING
 KA0797'SIGN AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY LEVEL.  A STANDARD
 KA0797'DISK, STAMPED W 72 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0769 ***********************************************************************
 KA0769  DESIGNATION -  W 73
 KA0769  PID         -  KA0769
 KA0769  STATE/COUNTY-  IN/MONTGOMERY
 KA0769  COUNTRY     -  US
 KA0769  USGS QUAD   -  NEW MARKET (2019)
 KA0769
 KA0769                         *CURRENT SURVEY CONTROL
 KA0769  ______________________________________________________________________
 KA0769* NAD 83(1986) POSITION- 39 52 32.58   (N) 086 59 32.29   (W)   HD_HELD1
 KA0769* NAVD 88 ORTHO HEIGHT -   248.022 (meters)      813.72  (feet) ADJUSTED
 KA0769  ______________________________________________________________________
 KA0769  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 KA0769  DYNAMIC HEIGHT  -        247.884 (meters)      813.27  (feet) COMP
 KA0769  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 KA0769
 KA0769  VERT ORDER      -  SECOND    CLASS 0
 KA0769
 KA0769.The horizontal coordinates were determined by differentially corrected
 KA0769.hand held GPS observations or other comparable positioning techniques
 KA0769.and have an estimated accuracy of +/- 3 meters.
 KA0769
 KA0769.The orthometric height was determined by differential leveling and
 KA0769.adjusted by the NATIONAL GEODETIC SURVEY
 KA0769.in June 1991.
 KA0769
 KA0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0769.GEOID18 height accuracy estimate available here.
 KA0769
 KA0769.Click photographs - Photos may exist for this station.
 KA0769
 KA0769.The dynamic height is computed by dividing the NAVD 88
 KA0769.geopotential number by the normal gravity value computed on the
 KA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0769.degrees latitude (g = 980.6199 gals.).
 KA0769
 KA0769.The modeled gravity was interpolated from observed gravity values.
 KA0769
 KA0769;                    North         East    Units  Estimated Accuracy
 KA0769;SPC IN W     -   513,722.5     907,787.3     MT  (+/- 3 meters HH1 GPS) 
 KA0769
 KA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0065813963(NAD 83)
 KA0769
 KA0769                          SUPERSEDED SURVEY CONTROL
 KA0769
 KA0769  NGVD 29 (??/??/92)  248.116  (m)          814.03   (f) ADJ UNCH    2 0
 KA0769
 KA0769.Superseded values are not recommended for survey control.
 KA0769
 KA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0769.See file dsdata.pdf to determine how the superseded data were derived.
 KA0769
 KA0769_MARKER: DB = BENCH MARK DISK
 KA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0769_STAMPING: W 73 1946
 KA0769_MARK LOGO: CGS
 KA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0769+STABILITY: SURFACE MOTION
 KA0769
 KA0769  HISTORY     - Date     Condition        Report By
 KA0769  HISTORY     - 1946     MONUMENTED       CGS
 KA0769
 KA0769                          STATION DESCRIPTION
 KA0769
 KA0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0769'1.8 MI S FROM BROWNS VALLEY.
 KA0769'ABOUT 1.8 MILE SOUTH ALONG THE BROWNS VALLEY-RUSSELLVILLE ROAD
 KA0769'FROM THE SCHOOL AT BROWNS VALLEY, 200 FEET NORTHWEST OF THE NORTHWEST
 KA0769'CORNER OF A FARM HOUSE, 57 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 KA0769'POWER POLE NUMBER 202-758, 27.5 FEET EAST OF THE CENTER LINE OF THE
 KA0769'ROAD, 12 FEET SOUTH OF THE CENTER LINE OF A FARM ENTRANCE ROAD
 KA0769'LEADING TO THE HOUSE, 52 FEET NORTHEAST OF THE NORTH END OF THE
 KA0769'HEADWALL OF A 5-FOOT CONCRETE CULVERT, 8 FEET EAST OF A CORNER
 KA0769'FENCE POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT
 KA0769'LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS ABOUT 1.9 MILE NORTH OF
 KA0769'THE BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE.  A STANDARD
 KA0769'DISK, STAMPED W 73 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0769'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0736 ***********************************************************************
 KA0736  DESIGNATION -  W 74
 KA0736  PID         -  KA0736
 KA0736  STATE/COUNTY-  IN/PUTNAM
 KA0736  COUNTRY     -  US
 KA0736  USGS QUAD   -  ROACHDALE (2019)
 KA0736
 KA0736                         *CURRENT SURVEY CONTROL
 KA0736  ______________________________________________________________________
 KA0736* NAD 83(1986) POSITION- 39 50 38.     (N) 086 48 08.     (W)   SCALED
 KA0736* NAVD 88 ORTHO HEIGHT -   261.030 (meters)      856.40  (feet) ADJUSTED
 KA0736  ______________________________________________________________________
 KA0736  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 KA0736  DYNAMIC HEIGHT  -        260.886 (meters)      855.92  (feet) COMP
 KA0736  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 KA0736
 KA0736  VERT ORDER      -  SECOND    CLASS 0
 KA0736
 KA0736.The horizontal coordinates were scaled from a map and have
 KA0736.an estimated accuracy of +/- 6 seconds.
 KA0736
 KA0736.The orthometric height was determined by differential leveling and
 KA0736.adjusted by the NATIONAL GEODETIC SURVEY
 KA0736.in June 1991.
 KA0736
 KA0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0736.GEOID18 height accuracy estimate available here.
 KA0736
 KA0736.Click photographs - Photos may exist for this station.
 KA0736
 KA0736.The dynamic height is computed by dividing the NAVD 88
 KA0736.geopotential number by the normal gravity value computed on the
 KA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0736.degrees latitude (g = 980.6199 gals.).
 KA0736
 KA0736.The modeled gravity was interpolated from observed gravity values.
 KA0736
 KA0736;                    North         East    Units  Estimated Accuracy
 KA0736;SPC IN W     -   510,220.      924,060.      MT  (+/- 180 meters Scaled)
 KA0736
 KA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK169104(NAD 83)
 KA0736
 KA0736                          SUPERSEDED SURVEY CONTROL
 KA0736
 KA0736  NGVD 29 (??/??/92)  261.136  (m)          856.74   (f) ADJ UNCH    2 0
 KA0736
 KA0736.Superseded values are not recommended for survey control.
 KA0736
 KA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0736.See file dsdata.pdf to determine how the superseded data were derived.
 KA0736
 KA0736_MARKER: DB = BENCH MARK DISK
 KA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0736_STAMPING: W 74 1946
 KA0736_MARK LOGO: CGS
 KA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0736+STABILITY: SURFACE MOTION
 KA0736
 KA0736  HISTORY     - Date     Condition        Report By
 KA0736  HISTORY     - 1946     MONUMENTED       CGS
 KA0736
 KA0736                          STATION DESCRIPTION
 KA0736
 KA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0736'0.6 MI S FROM ROACHDALE.
 KA0736'ABOUT 0.6 MILE SOUTH ALONG THE BAINBRIDGE-ROACHDALE ROAD FROM THE
 KA0736'WATER TOWER AT ROACHDALE, ABOUT 0.4 MILE SOUTH OF THE INTERSECTION
 KA0736'WITH STATE HIGHWAY 136 AT ROACHDALE, 85 FEET SOUTHEAST OF THE
 KA0736'SOUTHEAST CORNER OF A WHITE FARM HOUSE ON THE WEST SIDE OF THE
 KA0736'ROAD, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH
 KA0736'OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 9 FEET
 KA0736'NORTHWEST OF POWER LINE POLE NUMBER 3-082-179, 6.5 FEET SOUTH OF A
 KA0736'CORNER FENCE POST, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE,
 KA0736'2 FEET FROM A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 KA0736'ROAD.  A STANDARD DISK, STAMPED W 74 1946 AND SET IN THE TOP OF
 KA0736'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0580 ***********************************************************************
 KA0580  DESIGNATION -  W 75
 KA0580  PID         -  KA0580
 KA0580  STATE/COUNTY-  IN/HENDRICKS
 KA0580  COUNTRY     -  US
 KA0580  USGS QUAD   -  DANVILLE (2019)
 KA0580
 KA0580                         *CURRENT SURVEY CONTROL
 KA0580  ______________________________________________________________________
 KA0580* NAD 83(1986) POSITION- 39 52 18.     (N) 086 34 56.     (W)   SCALED
 KA0580* NAVD 88 ORTHO HEIGHT -   288.022 (meters)      944.95  (feet) ADJUSTED
 KA0580  ______________________________________________________________________
 KA0580  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 KA0580  DYNAMIC HEIGHT  -        287.864 (meters)      944.43  (feet) COMP
 KA0580  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA0580
 KA0580  VERT ORDER      -  SECOND    CLASS 0
 KA0580
 KA0580.The horizontal coordinates were scaled from a map and have
 KA0580.an estimated accuracy of +/- 6 seconds.
 KA0580
 KA0580.The orthometric height was determined by differential leveling and
 KA0580.adjusted by the NATIONAL GEODETIC SURVEY
 KA0580.in June 1991.
 KA0580
 KA0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0580.GEOID18 height accuracy estimate available here.
 KA0580
 KA0580.Click photographs - Photos may exist for this station.
 KA0580
 KA0580.The dynamic height is computed by dividing the NAVD 88
 KA0580.geopotential number by the normal gravity value computed on the
 KA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0580.degrees latitude (g = 980.6199 gals.).
 KA0580
 KA0580.The modeled gravity was interpolated from observed gravity values.
 KA0580
 KA0580;                    North         East    Units  Estimated Accuracy
 KA0580;SPC IN W     -   513,390.      942,870.      MT  (+/- 180 meters Scaled)
 KA0580
 KA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK357135(NAD 83)
 KA0580
 KA0580                          SUPERSEDED SURVEY CONTROL
 KA0580
 KA0580  NGVD 29 (??/??/92)  288.127  (m)          945.30   (f) ADJ UNCH    2 0
 KA0580
 KA0580.Superseded values are not recommended for survey control.
 KA0580
 KA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0580.See file dsdata.pdf to determine how the superseded data were derived.
 KA0580
 KA0580_MARKER: DB = BENCH MARK DISK
 KA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0580_STAMPING: W 75 1946
 KA0580_MARK LOGO: CGS
 KA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0580+STABILITY: SURFACE MOTION
 KA0580
 KA0580  HISTORY     - Date     Condition        Report By
 KA0580  HISTORY     - 1946     MONUMENTED       CGS
 KA0580
 KA0580                          STATION DESCRIPTION
 KA0580
 KA0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0580'3.3 MI SW FROM LIZTON.
 KA0580'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0580'AT LIZTON, THENCE 2.7 MILES WEST AND SOUTH ALONG THE NORTH
 KA0580'SALEM-LIZTON ROAD, ABOUT 3.7 MILE NORTHEAST OF EEL RIVER HIGH
 KA0580'SCHOOL AT NORTH SALEM, ABOUT 0.3 MILE WEST OF THE T JUNCTION WITH
 KA0580'A NORTH-SOUTH GRAVEL ROAD, 135 FEET NORTHEAST OF THE NORTHEAST
 KA0580'CORNER OF A FARM HOUSE, 90 FEET NORTHEAST OF THE NORTHEAST CORNER
 KA0580'OF A SMALL CONCRETE BLOCK OUTBUILDING, 30 FEET SOUTH OF THE CENTER
 KA0580'LINE OF THE ROAD, 14 FEET SOUTH OF A FENCE CORNER, 27 FEET EAST
 KA0580'OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 2 FEET SOUTH OF A
 KA0580'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A
 KA0580'STANDARD DISK, STAMPED W 75 1946 AND SET IN THE TOP OF A CONCRETE
 KA0580'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0310 ***********************************************************************
 KA0310  DESIGNATION -  W 76 RESET
 KA0310  PID         -  KA0310
 KA0310  STATE/COUNTY-  IN/MORGAN
 KA0310  COUNTRY     -  US
 KA0310  USGS QUAD   -  MARTINSVILLE (2019)
 KA0310
 KA0310                         *CURRENT SURVEY CONTROL
 KA0310  ______________________________________________________________________
 KA0310* NAD 83(1986) POSITION- 39 26 26.     (N) 086 26 53.     (W)   SCALED
 KA0310* NAVD 88 ORTHO HEIGHT -   185.59  (meters)      608.9   (feet) RESET
 KA0310  ______________________________________________________________________
 KA0310  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 KA0310  VERT ORDER      -  THIRD
 KA0310
 KA0310.The horizontal coordinates were scaled from a map and have
 KA0310.an estimated accuracy of +/- 6 seconds.
 KA0310
 KA0310.The orthometric height was computed from unverified reset data.
 KA0310
 KA0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0310.GEOID18 height accuracy estimate available here.
 KA0310
 KA0310.Click photographs - Photos may exist for this station.
 KA0310
 KA0310;                    North         East    Units  Estimated Accuracy
 KA0310;SPC IN W     -   465,600.      954,690.      MT  (+/- 180 meters Scaled)
 KA0310
 KA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ474658(NAD 83)
 KA0310
 KA0310                          SUPERSEDED SURVEY CONTROL
 KA0310
 KA0310.No superseded survey control is available for this station.
 KA0310
 KA0310_MARKER: DB = BENCH MARK DISK
 KA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0310_STAMPING: W 76 RESET 1968
 KA0310_MARK LOGO: CGS
 KA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0310+STABILITY: SURFACE MOTION
 KA0310
 KA0310  HISTORY     - Date     Condition        Report By
 KA0310  HISTORY     - 1968     MONUMENTED       INHD
 KA0310  HISTORY     - 1969     GOOD             CGS
 KA0310
 KA0310                          STATION DESCRIPTION
 KA0310
 KA0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KA0310'2.2 MI N FROM MARTINSVILLE.
 KA0310'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COUNTY
 KA0310'COURT HOUSE AT MARTINSVILLE, ABOUT 0.55 MILE NORTH OF THE
 KA0310'JUNCTION OF STATE HIGHWAY 39, 104 FEET LEFT OF HIGHWAY STATION
 KA0310'1229 + 05.4 AND ABOUT 4 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0233 ***********************************************************************
 KA0233  DESIGNATION -  W 77
 KA0233  PID         -  KA0233
 KA0233  STATE/COUNTY-  IN/BOONE
 KA0233  COUNTRY     -  US
 KA0233  USGS QUAD   -  FAYETTE (2019)
 KA0233
 KA0233                         *CURRENT SURVEY CONTROL
 KA0233  ______________________________________________________________________
 KA0233* NAD 83(1986) POSITION- 39 57 38.29   (N) 086 23 55.98   (W)   HD_HELD1
 KA0233* NAVD 88 ORTHO HEIGHT -   290.054 (meters)      951.62  (feet) ADJUSTED
 KA0233  ______________________________________________________________________
 KA0233  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 KA0233  DYNAMIC HEIGHT  -        289.895 (meters)      951.10  (feet) COMP
 KA0233  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 KA0233
 KA0233  VERT ORDER      -  SECOND    CLASS 0
 KA0233
 KA0233.The horizontal coordinates were determined by differentially corrected
 KA0233.hand held GPS observations or other comparable positioning techniques
 KA0233.and have an estimated accuracy of +/- 3 meters.
 KA0233
 KA0233.The orthometric height was determined by differential leveling and
 KA0233.adjusted by the NATIONAL GEODETIC SURVEY
 KA0233.in June 1991.
 KA0233
 KA0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0233.GEOID18 height accuracy estimate available here.
 KA0233
 KA0233.Click photographs - Photos may exist for this station.
 KA0233
 KA0233.The dynamic height is computed by dividing the NAVD 88
 KA0233.geopotential number by the normal gravity value computed on the
 KA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0233.degrees latitude (g = 980.6199 gals.).
 KA0233
 KA0233.The modeled gravity was interpolated from observed gravity values.
 KA0233
 KA0233;                    North         East    Units  Estimated Accuracy
 KA0233;SPC IN W     -   523,371.4     958,479.7     MT  (+/- 3 meters HH1 GPS) 
 KA0233
 KA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5134023561(NAD 83)
 KA0233
 KA0233                          SUPERSEDED SURVEY CONTROL
 KA0233
 KA0233  NGVD 29 (??/??/92)  290.160  (m)          951.97   (f) ADJ UNCH    2 0
 KA0233
 KA0233.Superseded values are not recommended for survey control.
 KA0233
 KA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0233.See file dsdata.pdf to determine how the superseded data were derived.
 KA0233
 KA0233_MARKER: DB = BENCH MARK DISK
 KA0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0233_SP_SET: BUILDING
 KA0233_STAMPING: W 77 1946
 KA0233_MARK LOGO: CGS
 KA0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0233
 KA0233  HISTORY     - Date     Condition        Report By
 KA0233  HISTORY     - 1946     MONUMENTED       CGS
 KA0233
 KA0233                          STATION DESCRIPTION
 KA0233
 KA0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0233'2 MI N FROM WHITE LICK.
 KA0233'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0233'ROADS AT WHITE LICK, AT PERRY TOWNSHIP SCHOOL, SET VERTICALLY
 KA0233'IN THE EAST FACE OF THE NORTHEAST CORNER OF THE BUILDING, 1.8
 KA0233'FEET SOUTH OF THE CORNER AND 4.5 FEET ABOVE THE GROUND.  A
 KA0233'STANDARD DISK, STAMPED W 77 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0078 ***********************************************************************
 KA0078  DESIGNATION -  W 78
 KA0078  PID         -  KA0078
 KA0078  STATE/COUNTY-  IN/MARION
 KA0078  COUNTRY     -  US
 KA0078  USGS QUAD   -  CARMEL (2019)
 KA0078
 KA0078                         *CURRENT SURVEY CONTROL
 KA0078  ______________________________________________________________________
 KA0078* NAD 83(1986) POSITION- 39 53 04.     (N) 086 12 35.     (W)   SCALED
 KA0078* NAVD 88 ORTHO HEIGHT -   247.453 (meters)      811.85  (feet) ADJUSTED
 KA0078  ______________________________________________________________________
 KA0078  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 KA0078  DYNAMIC HEIGHT  -        247.317 (meters)      811.41  (feet) COMP
 KA0078  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 KA0078
 KA0078  VERT ORDER      -  SECOND    CLASS 0
 KA0078
 KA0078.The horizontal coordinates were scaled from a map and have
 KA0078.an estimated accuracy of +/- 6 seconds.
 KA0078
 KA0078.The orthometric height was determined by differential leveling and
 KA0078.adjusted by the NATIONAL GEODETIC SURVEY
 KA0078.in June 1991.
 KA0078
 KA0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0078.GEOID18 height accuracy estimate available here.
 KA0078
 KA0078.Click photographs - Photos may exist for this station.
 KA0078
 KA0078.The dynamic height is computed by dividing the NAVD 88
 KA0078.geopotential number by the normal gravity value computed on the
 KA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0078.degrees latitude (g = 980.6199 gals.).
 KA0078
 KA0078.The modeled gravity was interpolated from observed gravity values.
 KA0078
 KA0078;                    North         East    Units  Estimated Accuracy
 KA0078;SPC IN E     -   514,830.       53,550.      MT  (+/- 180 meters Scaled)
 KA0078
 KA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK675152(NAD 83)
 KA0078
 KA0078                          SUPERSEDED SURVEY CONTROL
 KA0078
 KA0078  NGVD 29 (??/??/92)  247.579  (m)          812.27   (f) ADJ UNCH    2 0
 KA0078
 KA0078.Superseded values are not recommended for survey control.
 KA0078
 KA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0078.See file dsdata.pdf to determine how the superseded data were derived.
 KA0078
 KA0078_MARKER: DB = BENCH MARK DISK
 KA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0078_STAMPING: W 78 1946
 KA0078_MARK LOGO: CGS
 KA0078_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0078+STABILITY: SURFACE MOTION
 KA0078
 KA0078  HISTORY     - Date     Condition        Report By
 KA0078  HISTORY     - 1946     MONUMENTED       CGS
 KA0078  HISTORY     - 1973     GOOD             NGS
 KA0078  HISTORY     - 1976     GOOD             LOCSUR
 KA0078  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KA0078
 KA0078                          STATION DESCRIPTION
 KA0078
 KA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0078'AT AUGUSTA.
 KA0078'ALONG STATE HIGHWAY 29, AT AUGUSTA, AT THE INTERSECTION OF 71ST
 KA0078'STREET AND HIGHWAY 29, 48 FEET SOUTHWEST OF THE CENTER LINE OF
 KA0078'THE HIGHWAY, 51 FEET SOUTHEAST OF THE CENTER LINE OF 71ST STREET,
 KA0078'19 FEET SOUTHWEST OF THE SOUTH END OF A 14-INCH CORRUGATED STEEL
 KA0078'PIPE CULVERT UNDER 71ST STREET, 2 FEET NORTHWEST OF A WHITE WOODEN
 KA0078'WITNESS POST, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, AND
 KA0078'ABOUT 1.5 FEET ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED W 78
 KA0078'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0078'ABOVE GROUND.
 KA0078
 KA0078                          STATION RECOVERY (1973)
 KA0078
 KA0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0078'RECOVERED IN GOOD CONDITION.
 KA0078
 KA0078                          STATION RECOVERY (1976)
 KA0078
 KA0078'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0078'RECOVERED IN GOOD CONDITION.
 KA0078
 KA0078                          STATION RECOVERY (1988)
 KA0078
 KA0078'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJH)
 KA0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0207 ***********************************************************************
 KA0207  DESIGNATION -  W 79
 KA0207  PID         -  KA0207
 KA0207  STATE/COUNTY-  IN/BOONE
 KA0207  COUNTRY     -  US
 KA0207  USGS QUAD   -  ZIONSVILLE (2019)
 KA0207
 KA0207                         *CURRENT SURVEY CONTROL
 KA0207  ______________________________________________________________________
 KA0207* NAD 83(1986) POSITION- 39 57 00.     (N) 086 16 19.     (W)   SCALED
 KA0207* NAVD 88 ORTHO HEIGHT -   271.879 (meters)      891.99  (feet) ADJUSTED
 KA0207  ______________________________________________________________________
 KA0207  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 KA0207  DYNAMIC HEIGHT  -        271.729 (meters)      891.50  (feet) COMP
 KA0207  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA0207
 KA0207  VERT ORDER      -  SECOND    CLASS 0
 KA0207
 KA0207.The horizontal coordinates were scaled from a map and have
 KA0207.an estimated accuracy of +/- 6 seconds.
 KA0207
 KA0207.The orthometric height was determined by differential leveling and
 KA0207.adjusted by the NATIONAL GEODETIC SURVEY
 KA0207.in June 1991.
 KA0207
 KA0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0207.GEOID18 height accuracy estimate available here.
 KA0207
 KA0207.Click photographs - Photos may exist for this station.
 KA0207
 KA0207.The dynamic height is computed by dividing the NAVD 88
 KA0207.geopotential number by the normal gravity value computed on the
 KA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0207.degrees latitude (g = 980.6199 gals.).
 KA0207
 KA0207.The modeled gravity was interpolated from observed gravity values.
 KA0207
 KA0207;                    North         East    Units  Estimated Accuracy
 KA0207;SPC IN W     -   522,280.      969,340.      MT  (+/- 180 meters Scaled)
 KA0207
 KA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK621224(NAD 83)
 KA0207
 KA0207                          SUPERSEDED SURVEY CONTROL
 KA0207
 KA0207  NGVD 29 (??/??/92)  271.993  (m)          892.36   (f) ADJ UNCH    2 0
 KA0207
 KA0207.Superseded values are not recommended for survey control.
 KA0207
 KA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0207.See file dsdata.pdf to determine how the superseded data were derived.
 KA0207
 KA0207_MARKER: DB = BENCH MARK DISK
 KA0207_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0207+WITH SETTING: PAVEMENT
 KA0207_SP_SET: WATER TOWER BASE
 KA0207_STAMPING: W 79 1946
 KA0207_MARK LOGO: CGS
 KA0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0207+STABILITY: SURFACE MOTION
 KA0207
 KA0207  HISTORY     - Date     Condition        Report By
 KA0207  HISTORY     - 1946     MONUMENTED       CGS
 KA0207  HISTORY     - 1950     GOOD             CGS
 KA0207
 KA0207                          STATION DESCRIPTION
 KA0207
 KA0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0207'AT ZIONSVILLE.
 KA0207'AT ZIONSVILLE, AT THE WEST EDGE OF TOWN, SET IN THE TOP OF THE
 KA0207'NORTH CORNER OF THE NORTHEAST CONCRETE BASE SUPPORTING THE
 KA0207'NORTHEAST LEG OF THE CITY WATER TOWER, 59 FEET SOUTH OF THE CENTER
 KA0207'LINE OF STATE HIGHWAY 334, AND ABOUT 1.5 FOOT BELOW THE LEVEL OF
 KA0207'THE HIGHWAY.  A STANDARD DISK, STAMPED W 79 1946.
 KA0207
 KA0207                          STATION RECOVERY (1950)
 KA0207
 KA0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1355 ***********************************************************************
 MD1355  DESIGNATION -  W 8
 MD1355  PID         -  MD1355
 MD1355  STATE/COUNTY-  IN/ELKHART
 MD1355  COUNTRY     -  US
 MD1355  USGS QUAD   -  ELKHART (2019)
 MD1355
 MD1355                         *CURRENT SURVEY CONTROL
 MD1355  ______________________________________________________________________
 MD1355* NAD 83(1986) POSITION- 41 37 33.     (N) 085 54 14.     (W)   SCALED
 MD1355* NAVD 88 ORTHO HEIGHT -   238.518 (meters)      782.54  (feet) ADJUSTED
 MD1355  ______________________________________________________________________
 MD1355  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 MD1355  DYNAMIC HEIGHT  -        238.424 (meters)      782.23  (feet) COMP
 MD1355  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 MD1355
 MD1355  VERT ORDER      -  FIRST     CLASS II
 MD1355
 MD1355.The horizontal coordinates were scaled from a map and have
 MD1355.an estimated accuracy of +/- 6 seconds.
 MD1355
 MD1355.The orthometric height was determined by differential leveling and
 MD1355.adjusted by the NATIONAL GEODETIC SURVEY
 MD1355.in June 1991.
 MD1355
 MD1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1355.GEOID18 height accuracy estimate available here.
 MD1355
 MD1355.Click photographs - Photos may exist for this station.
 MD1355
 MD1355.The dynamic height is computed by dividing the NAVD 88
 MD1355.geopotential number by the normal gravity value computed on the
 MD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1355.degrees latitude (g = 980.6199 gals.).
 MD1355
 MD1355.The modeled gravity was interpolated from observed gravity values.
 MD1355
 MD1355;                    North         East    Units  Estimated Accuracy
 MD1355;SPC IN E     -   708,090.       80,230.      MT  (+/- 180 meters Scaled)
 MD1355
 MD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM913088(NAD 83)
 MD1355
 MD1355                          SUPERSEDED SURVEY CONTROL
 MD1355
 MD1355.No superseded survey control is available for this station.
 MD1355
 MD1355_MARKER: DB = BENCH MARK DISK
 MD1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1355_STAMPING: W 8 ELEV 782.531 FT
 MD1355_MARK LOGO: CGS
 MD1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1355+STABILITY: SURFACE MOTION
 MD1355
 MD1355  HISTORY     - Date     Condition        Report By
 MD1355  HISTORY     - 1916     MONUMENTED       CGS
 MD1355  HISTORY     - 1927     GOOD             IN-039
 MD1355  HISTORY     - 20180219 MARK NOT FOUND   INDOT
 MD1355
 MD1355                          STATION DESCRIPTION
 MD1355
 MD1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 MD1355'3 MI N FROM GOSHEN.
 MD1355'AT DUNLAPS, ELKHART COUNTY, INDIANA, ABOUT 3 MILES NORTH OF, IN THE
 MD1355'FRONT YARD OF THE COUNTY INFIRMARY.
 MD1355'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES ABOVE GROUND
 MD1355'A STANDARD U.S. AND C.G.S. DISK.  STAMPED W8.
 MD1355
 MD1355                          STATION RECOVERY (1927)
 MD1355
 MD1355'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1927
 MD1355'RECOVERED IN GOOD CONDITION.
 MD1355
 MD1355                          STATION RECOVERY (2018)
 MD1355
 MD1355'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1355'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.  STATION
 MD1355'APPEARS TO HAVE BEEN DESTROYED BY NEW DRIVE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1356 ***********************************************************************
 MD1356  CBN         -  This is a Cooperative Base Network Control Station.
 MD1356  DESIGNATION -  W 8 RESET
 MD1356  PID         -  MD1356
 MD1356  STATE/COUNTY-  IN/ELKHART
 MD1356  COUNTRY     -  US
 MD1356  USGS QUAD   -  ELKHART (2019)
 MD1356
 MD1356                         *CURRENT SURVEY CONTROL
 MD1356  ______________________________________________________________________
 MD1356* NAD 83(2011) POSITION- 41 37 32.59827(N) 085 54 13.73596(W)   ADJUSTED
 MD1356* NAD 83(2011) ELLIP HT-   204.803 (meters)        (06/27/12)   ADJUSTED
 MD1356* NAD 83(2011) EPOCH   -  2010.00
 MD1356* NAVD 88 ORTHO HEIGHT -   238.39  (meters)      782.1   (feet) RESET
 MD1356  ______________________________________________________________________
 MD1356  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 MD1356  NAD 83(2011) X  -    341,073.649 (meters)                     COMP
 MD1356  NAD 83(2011) Y  - -4,762,670.160 (meters)                     COMP
 MD1356  NAD 83(2011) Z  -  4,214,756.005 (meters)                     COMP
 MD1356  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 MD1356  VERT ORDER      -  THIRD
 MD1356
 MD1356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1356  Standards:
 MD1356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1356  -------------------------------------------------------------------
 MD1356  NETWORK    0.52   1.27           0.24   0.17   0.65     -0.03712559
 MD1356  -------------------------------------------------------------------
 MD1356  Click here for local accuracies and other accuracy information.
 MD1356
 MD1356.The horizontal coordinates were established by GPS observations
 MD1356.and adjusted by the National Geodetic Survey in June 2012.
 MD1356
 MD1356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1356.been affixed to the stable North American tectonic plate. See 
 MD1356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1356
 MD1356.The horizontal coordinates are valid at the epoch date displayed above
 MD1356.which is a decimal equivalence of Year/Month/Day.
 MD1356
 MD1356.The orthometric height was computed from unverified reset data.
 MD1356
 MD1356.No vertical observational check was made to the station.
 MD1356
 MD1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1356.GEOID18 height accuracy estimate available here.
 MD1356
 MD1356.Click photographs - Photos may exist for this station.
 MD1356
 MD1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1356
 MD1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1356
 MD1356.The ellipsoidal height was determined by GPS observations
 MD1356.and is referenced to NAD 83.
 MD1356
 MD1356. The following values were computed from the NAD 83(2011) position.
 MD1356
 MD1356;                    North         East     Units Scale Factor Converg.
 MD1356;SPC IN E     -   708,075.679    80,237.972   MT  0.99997147   -0 09 27.1
 MD1356;SPC IN E     - 2,323,078.29    263,247.41   sFT  0.99997147   -0 09 27.1
 MD1356;UTM  16      - 4,608,802.176   591,314.093   MT  0.99970261   +0 43 41.5
 MD1356
 MD1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1356!SPC IN E     -   0.99996788  x   0.99997147  =   0.99993935
 MD1356!UTM  16      -   0.99996788  x   0.99970261  =   0.99967050
 MD1356
 MD1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9131408802(NAD 83)
 MD1356
 MD1356                          SUPERSEDED SURVEY CONTROL
 MD1356
 MD1356  NAD 83(2007)-  41 37 32.59840(N)    085 54 13.73698(W) AD(2002.00) 0
 MD1356  ELLIP H (02/10/07)  204.823  (m)                       GP(2002.00)    
 MD1356  NAD 83(1997)-  41 37 32.59818(N)    085 54 13.73688(W) AD(       ) B
 MD1356  ELLIP H (04/10/98)  204.872  (m)                       GP(       ) 4 1
 MD1356  NAVD 88 (03/12/99)  238.4    (m)  UNKNOWN  model used  GPS OBS        
 MD1356  NAVD 88 (04/10/98)  238.5    (m)  GEOID96  model used  GPS OBS        
 MD1356  NGVD 29 (??/??/??)  238.52   (m)          782.5    (f) RESET       3  
 MD1356
 MD1356.Superseded values are not recommended for survey control.
 MD1356
 MD1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1356.See file dsdata.pdf to determine how the superseded data were derived.
 MD1356
 MD1356_MARKER: DB = BENCH MARK DISK
 MD1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1356_STAMPING: W 8 ELEV. 782.531 FT.
 MD1356_MARK LOGO: CGS
 MD1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1356+STABILITY: SURFACE MOTION
 MD1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1356+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1998
 MD1356
 MD1356  HISTORY     - Date     Condition        Report By
 MD1356  HISTORY     - 1927     MONUMENTED       CGS
 MD1356  HISTORY     - 1934     GOOD             CGS
 MD1356  HISTORY     - 19930112 GOOD             NGS
 MD1356  HISTORY     - 19970805 GOOD             SEC
 MD1356  HISTORY     - 19980725 GOOD             WOOLPT
 MD1356  HISTORY     - 20221202 MARK NOT FOUND   IN-039
 MD1356
 MD1356                          STATION DESCRIPTION
 MD1356
 MD1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1356'3 MI NW FROM GOSHEN.
 MD1356'ABOUT 3 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 MD1356'FROM GOSHEN, ELKHART COUNTY, AT THE COUNTY INFIRMARY, IN THE
 MD1356'SOUTHEAST CORNER OF THE YARD IN FRONT OF THE BUILDING, IN A
 MD1356'CLUMP OF SHRUBBERY, 6 FEET FROM THE HEDGE ALONG THE LANE, AND 2
 MD1356'FEET FROM THE HEDGE ALONG THE HIGHWAY.  A STANDARD DISK, STAMPED
 MD1356'ELEV 782.531 FT W 8 AND SET IN THE TOP OF A CONCRETE POST
 MD1356'PROJECTING 2 INCHES ABOVE GROUND.
 MD1356
 MD1356                          STATION RECOVERY (1993)
 MD1356
 MD1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1356'7.0 KM (4.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 33 FROM THE POST
 MD1356'OFFICE IN GOSHEN, 76.3 M (250.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 MD1356'NORTHBOUND LANE OF THE HIGHWAY, 17.4 M (57.1 FT) SOUTHEAST OF A
 MD1356'UTILITY POLE, 8.8 M (28.9 FT) NORTHEAST OF AND LEVEL WITH THE
 MD1356'CENTERLINE OF COUNTY ROAD 45, 6.2 M (20.3 FT) NORTHWEST OF THE CENTER
 MD1356'OF A GRAVELED DRIVEWAY, 3.8 M (12.5 FT) SOUTH-SOUTHEAST OF A FENCE
 MD1356'CORNER, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 MD1356'PROJECTS 2 CM ABOVE THE GROUND SURFACE.
 MD1356
 MD1356                          STATION RECOVERY (1997)
 MD1356
 MD1356'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 MD1356'3 MILES (4.8 KM) NORTHWEST OF GOSHEN ALONG STATE HIGHWAY 33.  FROM
 MD1356'INTERSECTION OF STATE HIGHWAYS 15 AND 33, GO NORTHWEST ON HIGHWAY 33
 MD1356'4.63 MILES (7.45 KM) TO T INTERSECTION TO EAST, THEN EAST ON T ROAD
 MD1356'0.04 MILE (0.06 KM) TO COUNTY ROAD 45, THEN SOUTHEAST ALONG HIGHWAY 45
 MD1356'1.20 MILES (1.93 KM) TO THE STATION, ON THE EAST SIDE OF ROAD AT
 MD1356'ENTRANCE TO ELKHART COUNTY PARKS RANGER AND NATURALISTS OFFICES.
 MD1356'CONTACT IS ELKHART CO ROAD SUPERVISOR JIM RENSBERGER, PHONE
 MD1356'219-533-0538.  LOCATED 8.84 METERS (29.00 FT) NORTHEAST OF CENTERLINE
 MD1356'OF COUNTY ROAD 45.  6.25 METERS (20.51 FT) NORTHWEST OF CENTERLINE OF
 MD1356'ENTRANCE DRIVE TO PARK RANGER STATION, 15.77 METERS (51.74 FT) WEST OF
 MD1356'PK NAIL IN SOUTH SIDE OF SOUTH GATE POST TO RANGER STATION, 18.25
 MD1356'METERS (59.88 FT) NORTHEAST OF PK NAIL IN WEST SIDE PWP 685/490 ON
 MD1356'WEST SIDE OF COUNTY ROAD 45, 13.91 METERS (45.64 FT) SOUTHWEST OF PK
 MD1356'NAIL IN SOUTH SIDE OF NORTH GATE POST TO RANGER STATION, WITNESS POST
 MD1356'0.30 METERS (0.98 FT) EAST.
 MD1356
 MD1356                          STATION RECOVERY (1998)
 MD1356
 MD1356'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 MD1356'WOOLPERT LLP 1998 (GTF). RECOVERED AS DESCRIBED, EXCEPT THAT THE T
 MD1356'ROAD IS COUNTY ROAD 15 AND THE DISTANCE OF 1.2 MI (1.9 KM) ALONG
 MD1356'HIGHWAY 45 IS INCORRECT.  THE STATION IS 0.2 MI (0.3 KM) ALONG HIGHWAY
 MD1356'45.
 MD1356
 MD1356                          STATION RECOVERY (2022)
 MD1356
 MD1356'RECOVERY NOTE BY ELKHART COUNTY INDIANA 2022 (IH)
 MD1356'MARK WAS REPORTED DESTROYED DURING THE OXBOW PARK MAINTENANCE DRIVE
 MD1356'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0626 ***********************************************************************
 LB0626  DESIGNATION -  W 80
 LB0626  PID         -  LB0626
 LB0626  STATE/COUNTY-  IN/BOONE
 LB0626  COUNTRY     -  US
 LB0626  USGS QUAD   -  LEBANON (2019)
 LB0626
 LB0626                         *CURRENT SURVEY CONTROL
 LB0626  ______________________________________________________________________
 LB0626* NAD 83(1986) POSITION- 40 02 03.49   (N) 086 28 14.46   (W)   HD_HELD1
 LB0626* NAVD 88 ORTHO HEIGHT -   291.098 (meters)      955.04  (feet) ADJUSTED
 LB0626  ______________________________________________________________________
 LB0626  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 LB0626  DYNAMIC HEIGHT  -        290.937 (meters)      954.52  (feet) COMP
 LB0626  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 LB0626
 LB0626  VERT ORDER      -  SECOND    CLASS 0
 LB0626
 LB0626.The horizontal coordinates were determined by differentially corrected
 LB0626.hand held GPS observations or other comparable positioning techniques
 LB0626.and have an estimated accuracy of +/- 3 meters.
 LB0626
 LB0626.The orthometric height was determined by differential leveling and
 LB0626.adjusted by the NATIONAL GEODETIC SURVEY
 LB0626.in June 1991.
 LB0626
 LB0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0626.GEOID18 height accuracy estimate available here.
 LB0626
 LB0626.Click photographs - Photos may exist for this station.
 LB0626
 LB0626.The dynamic height is computed by dividing the NAVD 88
 LB0626.geopotential number by the normal gravity value computed on the
 LB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0626.degrees latitude (g = 980.6199 gals.).
 LB0626
 LB0626.The modeled gravity was interpolated from observed gravity values.
 LB0626
 LB0626;                    North         East    Units  Estimated Accuracy
 LB0626;SPC IN W     -   531,506.1     952,288.8     MT  (+/- 3 meters HH1 GPS) 
 LB0626
 LB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4515931698(NAD 83)
 LB0626
 LB0626                          SUPERSEDED SURVEY CONTROL
 LB0626
 LB0626  NGVD 29 (??/??/92)  291.199  (m)          955.38   (f) ADJ UNCH    2 0
 LB0626
 LB0626.Superseded values are not recommended for survey control.
 LB0626
 LB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0626.See file dsdata.pdf to determine how the superseded data were derived.
 LB0626
 LB0626_MARKER: DB = BENCH MARK DISK
 LB0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0626_STAMPING: W 80 1946
 LB0626_MARK LOGO: CGS
 LB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0626+STABILITY: SURFACE MOTION
 LB0626
 LB0626  HISTORY     - Date     Condition        Report By
 LB0626  HISTORY     - 1946     MONUMENTED       CGS
 LB0626
 LB0626                          STATION DESCRIPTION
 LB0626
 LB0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0626'1 MI S FROM LEBANON.
 LB0626'ALONG STATE HIGHWAY 39 ABOUT 0.95 MILE SOUTH OF THE COUNTY COURT
 LB0626'HOUSE, ABOUT 0.15 MILE SOUTH OF LEBANON CITY LIMITS, AT THE
 LB0626'LENOX AND SON STOCK FARM, 42 FEET EAST OF THE CENTERLINE OF THE
 LB0626'HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE
 LB0626'HOUSE, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 LB0626'BRICK HOUSE, 7 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FOOT WEST
 LB0626'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE HIGHWAY
 LB0626'LEVEL.  A STANDARD DISK, STAMPED W 80 1946 AND SET IN THE TOP OF
 LB0626'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1225 ***********************************************************************
 KA1225  DESIGNATION -  W 81
 KA1225  PID         -  KA1225
 KA1225  STATE/COUNTY-  IN/VIGO
 KA1225  COUNTRY     -  US
 KA1225  USGS QUAD   -  SEELYVILLE (2019)
 KA1225
 KA1225                         *CURRENT SURVEY CONTROL
 KA1225  ______________________________________________________________________
 KA1225* NAD 83(1986) POSITION- 39 22 57.     (N) 087 15 46.     (W)   SCALED
 KA1225* NAVD 88 ORTHO HEIGHT -   189.893 (meters)      623.01  (feet) ADJUSTED
 KA1225  ______________________________________________________________________
 KA1225  GEOID HEIGHT    -        -32.740 (meters)                     GEOID18
 KA1225  DYNAMIC HEIGHT  -        189.783 (meters)      622.65  (feet) COMP
 KA1225  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 KA1225
 KA1225  VERT ORDER      -  FIRST     CLASS II
 KA1225
 KA1225.The horizontal coordinates were scaled from a map and have
 KA1225.an estimated accuracy of +/- 6 seconds.
 KA1225
 KA1225.The orthometric height was determined by differential leveling and
 KA1225.adjusted by the NATIONAL GEODETIC SURVEY
 KA1225.in June 1991.
 KA1225
 KA1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1225.GEOID18 height accuracy estimate available here.
 KA1225
 KA1225.Click photographs - Photos may exist for this station.
 KA1225
 KA1225.The dynamic height is computed by dividing the NAVD 88
 KA1225.geopotential number by the normal gravity value computed on the
 KA1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1225.degrees latitude (g = 980.6199 gals.).
 KA1225
 KA1225.The modeled gravity was interpolated from observed gravity values.
 KA1225
 KA1225;                    North         East    Units  Estimated Accuracy
 KA1225;SPC IN W     -   458,980.      884,540.      MT  (+/- 180 meters Scaled)
 KA1225
 KA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ773592(NAD 83)
 KA1225
 KA1225                          SUPERSEDED SURVEY CONTROL
 KA1225
 KA1225  NGVD 29 (??/??/92)  189.998  (m)          623.35   (f) ADJ UNCH    1 2
 KA1225
 KA1225.Superseded values are not recommended for survey control.
 KA1225
 KA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1225.See file dsdata.pdf to determine how the superseded data were derived.
 KA1225
 KA1225_MARKER: DB = BENCH MARK DISK
 KA1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1225_STAMPING: W 81 1946
 KA1225_MARK LOGO: CGS
 KA1225_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1225+STABILITY: SURFACE MOTION
 KA1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1225+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 KA1225
 KA1225  HISTORY     - Date     Condition        Report By
 KA1225  HISTORY     - 1946     MONUMENTED       CGS
 KA1225  HISTORY     - 1985     GOOD             NGS
 KA1225  HISTORY     - 20090428 GOOD             INDIV
 KA1225
 KA1225                          STATION DESCRIPTION
 KA1225
 KA1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1225'3.2 MI W FROM CORY.
 KA1225'ABOUT 3.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1225'STATION AT CORY, AT A ROAD CROSSING, 46 FEET SOUTH OF THE CENTER
 KA1225'LINE OF THE TRACK, 41 FEET EAST OF AND ABOUT LEVEL WITH THE
 KA1225'CENTER LINE OF THE ROAD CROSSING, 13 FEET NORTH OF THE CENTER
 KA1225'LINE OF THE ROAD RUNNING PARALLEL TO THE TRACK, 17 FEET EAST OF
 KA1225'THE CONCRETE POST AT THE WEST END OF THE RIGHT-OF-WAY FENCE, 2
 KA1225'FEET NORTH OF THE FENCE LINE, AND 2 FEET WEST OF A WHITE WOODEN
 KA1225'WITNESS POST.  A STANDARD DISK, STAMPED W 81 1946 AND SET IN THE
 KA1225'TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 KA1225'POST OFFICE AT RILEY BY GOING 2.0 MILES EAST ALONG THE NEW YORK
 KA1225'CENTRAL RAILROAD.
 KA1225
 KA1225                          STATION RECOVERY (1985)
 KA1225
 KA1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1225'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 KA1225'MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION WITH STATE
 KA1225'HIGHWAY 159 IN RILEY, THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG A
 KA1225'GRAVELED ROAD, 14.1 M (46.3 FT) SOUTH OF THE CENTER OF AN OLD RAILROAD
 KA1225'BED, 12.5 M (41.0 FT) EAST OF THE CENTER OF THE ROAD, 5.2 M (17.1 FT)
 KA1225'EAST OF A FENCE CORNER, AND 4.0 M (13.1 FT) NORTH OF THE CENTER OF A
 KA1225'FIELD ROAD.
 KA1225'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KA1225'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KA1225
 KA1225                          STATION RECOVERY (2009)
 KA1225
 KA1225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 KA1225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1237 ***********************************************************************
 KA1237  DESIGNATION -  W 82
 KA1237  PID         -  KA1237
 KA1237  STATE/COUNTY-  IN/VIGO
 KA1237  COUNTRY     -  US
 KA1237  USGS QUAD   -  TERRE HAUTE (2019)
 KA1237
 KA1237                         *CURRENT SURVEY CONTROL
 KA1237  ______________________________________________________________________
 KA1237* NAD 83(1986) POSITION- 39 26 02.8    (N) 087 23 19.2    (W)   HD_HELD2
 KA1237* NAVD 88 ORTHO HEIGHT -   152.507 (meters)      500.35  (feet) ADJUSTED
 KA1237  ______________________________________________________________________
 KA1237  GEOID HEIGHT    -        -32.698 (meters)                     GEOID18
 KA1237  DYNAMIC HEIGHT  -        152.420 (meters)      500.06  (feet) COMP
 KA1237  MODELED GRAVITY -    980,054.4   (mgal)                       NAVD 88
 KA1237
 KA1237  VERT ORDER      -  FIRST     CLASS II
 KA1237
 KA1237.The horizontal coordinates were established by autonomous hand held GPS
 KA1237.observations and have an estimated accuracy of +/- 10 meters.
 KA1237
 KA1237.The orthometric height was determined by differential leveling and
 KA1237.adjusted by the NATIONAL GEODETIC SURVEY
 KA1237.in June 1991.
 KA1237
 KA1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1237.GEOID18 height accuracy estimate available here.
 KA1237
 KA1237.Click photographs - Photos may exist for this station.
 KA1237
 KA1237.The dynamic height is computed by dividing the NAVD 88
 KA1237.geopotential number by the normal gravity value computed on the
 KA1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1237.degrees latitude (g = 980.6199 gals.).
 KA1237
 KA1237.The modeled gravity was interpolated from observed gravity values.
 KA1237
 KA1237;                    North         East    Units  Estimated Accuracy
 KA1237;SPC IN W     -   464,734.      873,713.      MT  (+/- 10 meters HH2 GPS)
 KA1237
 KA1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6655165024(NAD 83)
 KA1237
 KA1237                          SUPERSEDED SURVEY CONTROL
 KA1237
 KA1237  NGVD 29 (??/??/92)  152.614  (m)          500.70   (f) ADJ UNCH    1 2
 KA1237
 KA1237.Superseded values are not recommended for survey control.
 KA1237
 KA1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1237.See file dsdata.pdf to determine how the superseded data were derived.
 KA1237
 KA1237_MARKER: DB = BENCH MARK DISK
 KA1237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA1237_SP_SET: HEADWALL
 KA1237_STAMPING: W 82 1946
 KA1237_MARK LOGO: CGS
 KA1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1237+STABILITY: SURFACE MOTION
 KA1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1237+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 KA1237
 KA1237  HISTORY     - Date     Condition        Report By
 KA1237  HISTORY     - 1946     MONUMENTED       CGS
 KA1237  HISTORY     - 1985     GOOD             NGS
 KA1237  HISTORY     - 20080828 GOOD             PICI
 KA1237  HISTORY     - 20110111 GOOD             FARNGP
 KA1237  HISTORY     - 20131203 GOOD             GEOCAC
 KA1237  HISTORY     - 20230905 GOOD             USPS
 KA1237
 KA1237                          STATION DESCRIPTION
 KA1237
 KA1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1237'AT TERRE HAUTE.
 KA1237'AT TERRE HAUTE, AT THE INTERSECTION OF THE LOCKPORT ROAD AND THE
 KA1237'CHICAGO AND EASTERN ILLINOIS RAILWAY, NEAR THE JUNCTION OF
 KA1237'MARGARET AVENUE AND LOCKPORT ROAD, 282 FEET NORTH OF BLOCK SIGNAL
 KA1237'NO. 1805, 136 FEET NORTH OF MARGARET AVENUE, 17 FEET SOUTHWEST
 KA1237'OF THE LOCKPORT ROAD, 12 FEET WEST OF THE WEST RAIL OF THE WEST
 KA1237'TRACK, 6 FEET SOUTH OF A ROAD CROSSING SIGNAL, AND SET IN THE TOP
 KA1237'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 2 FOOT TILE
 KA1237'PIPE CULVERT.  A STANDARD DISK, STAMPED W 82 1946.  NOTE-- THIS MARK
 KA1237'MAY BE REACHED FROM THE TOWER AT SPRING HILL BY GOING ABOUT 1.6
 KA1237'MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY.
 KA1237
 KA1237                          STATION RECOVERY (1985)
 KA1237
 KA1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1237'RECOVERED IN GOOD CONDITION.
 KA1237
 KA1237                          STATION RECOVERY (2008)
 KA1237
 KA1237'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2008 (TF)
 KA1237'LOCKPORT ROAD PAVEMENT GONE, BUT ROADBED REMAINS.
 KA1237
 KA1237                          STATION RECOVERY (2011)
 KA1237
 KA1237'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 KA1237'RECOVERED IN GOOD CONDITION.
 KA1237
 KA1237                          STATION RECOVERY (2013)
 KA1237
 KA1237'RECOVERY NOTE BY GEOCACHING 2013 (APC)
 KA1237'DISK FOUND IN FAIR CONDITION, HEAVILY SCUFFED, WITH MOST OF STAMPING
 KA1237'OBLITERATED.  FOR VEHICULAR ACCESS, USE LOCKPORT ROAD FROM SOUTH 14TH
 KA1237'STREET OR UNPAVED DRIVE FROM MARGARET AVENUE JUST WEST OF THE TRACKS.
 KA1237
 KA1237                          STATION RECOVERY (2023)
 KA1237
 KA1237'RECOVERY NOTE BY US POSTAL SERVICE 2023 (STH)
 KA1237'ROAD NO LONGER CROSSES RAILROAD TRACKS, CROSSING SIGNAL REMOVED. MARK
 KA1237'IS 9 INCHES (23 CM) SOUTH OF CARSONITE WITNESS POST. MARK SURFACE IS
 KA1237'VERY MARRED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0479 ***********************************************************************
 KA0479  DESIGNATION -  W 83
 KA0479  PID         -  KA0479
 KA0479  STATE/COUNTY-  IN/OWEN
 KA0479  COUNTRY     -  US
 KA0479  USGS QUAD   -  SPENCER (2019)
 KA0479
 KA0479                         *CURRENT SURVEY CONTROL
 KA0479  ______________________________________________________________________
 KA0479* NAD 83(1986) POSITION- 39 21 26.     (N) 086 46 44.     (W)   SCALED
 KA0479* NAVD 88 ORTHO HEIGHT -   190.919 (meters)      626.37  (feet) ADJUSTED
 KA0479  ______________________________________________________________________
 KA0479  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 KA0479  DYNAMIC HEIGHT  -        190.807 (meters)      626.01  (feet) COMP
 KA0479  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 KA0479
 KA0479  VERT ORDER      -  SECOND    CLASS 0
 KA0479
 KA0479.The horizontal coordinates were scaled from a map and have
 KA0479.an estimated accuracy of +/- 6 seconds.
 KA0479
 KA0479.The orthometric height was determined by differential leveling and
 KA0479.adjusted by the NATIONAL GEODETIC SURVEY
 KA0479.in June 1991.
 KA0479
 KA0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0479.GEOID18 height accuracy estimate available here.
 KA0479
 KA0479.Click photographs - Photos may exist for this station.
 KA0479
 KA0479.The dynamic height is computed by dividing the NAVD 88
 KA0479.geopotential number by the normal gravity value computed on the
 KA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0479.degrees latitude (g = 980.6199 gals.).
 KA0479
 KA0479.The modeled gravity was interpolated from observed gravity values.
 KA0479
 KA0479;                    North         East    Units  Estimated Accuracy
 KA0479;SPC IN W     -   456,200.      926,240.      MT  (+/- 180 meters Scaled)
 KA0479
 KA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ190564(NAD 83)
 KA0479
 KA0479                          SUPERSEDED SURVEY CONTROL
 KA0479
 KA0479  NGVD 29 (??/??/92)  191.044  (m)          626.78   (f) ADJ UNCH    2 0
 KA0479
 KA0479.Superseded values are not recommended for survey control.
 KA0479
 KA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0479.See file dsdata.pdf to determine how the superseded data were derived.
 KA0479
 KA0479_MARKER: DB = BENCH MARK DISK
 KA0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0479_SP_SET: BRIDGE
 KA0479_STAMPING: W 83 1946
 KA0479_MARK LOGO: CGS
 KA0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0479
 KA0479  HISTORY     - Date     Condition        Report By
 KA0479  HISTORY     - 1946     MONUMENTED       CGS
 KA0479
 KA0479                          STATION DESCRIPTION
 KA0479
 KA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0479'1.8 MI SE FROM CUBA.
 KA0479'1.85 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SPENCER
 KA0479'FROM THE CUBA BAPTIST CHURCH AT CUBA, 0.8 MILE NORTHWEST OF
 KA0479'THE JUNCTION OF A ROAD LEADING NORTHEAST TO CARP, SET IN THE
 KA0479'TOP OF THE SOUTH WING WALL OF THE SOUTHEAST ABUTMENT OF AN 8
 KA0479'FOOT CONCRETE BRIDGE OVER A STREAM, 3.5 FEET NORTH OF THE SOUTH
 KA0479'END OF THE WINGWALL, 11 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 KA0479'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED W 83 1946,
 KA0479'SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0466 ***********************************************************************
 KA0466  DESIGNATION -  W 84
 KA0466  PID         -  KA0466
 KA0466  STATE/COUNTY-  IN/OWEN
 KA0466  COUNTRY     -  US
 KA0466  USGS QUAD   -  PATRICKSBURG (2019)
 KA0466
 KA0466                         *CURRENT SURVEY CONTROL
 KA0466  ______________________________________________________________________
 KA0466* NAD 83(1986) POSITION- 39 16 59.     (N) 086 56 17.     (W)   SCALED
 KA0466* NAVD 88 ORTHO HEIGHT -   214.967 (meters)      705.27  (feet) ADJUSTED
 KA0466  ______________________________________________________________________
 KA0466  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 KA0466  DYNAMIC HEIGHT  -        214.841 (meters)      704.86  (feet) COMP
 KA0466  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 KA0466
 KA0466  VERT ORDER      -  SECOND    CLASS 0
 KA0466
 KA0466.The horizontal coordinates were scaled from a map and have
 KA0466.an estimated accuracy of +/- 6 seconds.
 KA0466
 KA0466.The orthometric height was determined by differential leveling and
 KA0466.adjusted by the NATIONAL GEODETIC SURVEY
 KA0466.in June 1991.
 KA0466
 KA0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0466.GEOID18 height accuracy estimate available here.
 KA0466
 KA0466.Click photographs - Photos may exist for this station.
 KA0466
 KA0466.The dynamic height is computed by dividing the NAVD 88
 KA0466.geopotential number by the normal gravity value computed on the
 KA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0466.degrees latitude (g = 980.6199 gals.).
 KA0466
 KA0466.The modeled gravity was interpolated from observed gravity values.
 KA0466
 KA0466;                    North         East    Units  Estimated Accuracy
 KA0466;SPC IN W     -   447,930.      912,530.      MT  (+/- 180 meters Scaled)
 KA0466
 KA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ053481(NAD 83)
 KA0466
 KA0466                          SUPERSEDED SURVEY CONTROL
 KA0466
 KA0466  NGVD 29 (??/??/92)  215.087  (m)          705.66   (f) ADJ UNCH    2 0
 KA0466
 KA0466.Superseded values are not recommended for survey control.
 KA0466
 KA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0466.See file dsdata.pdf to determine how the superseded data were derived.
 KA0466
 KA0466_MARKER: DB = BENCH MARK DISK
 KA0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0466_STAMPING: W 84 1946
 KA0466_MARK LOGO: CGS
 KA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0466+STABILITY: SURFACE MOTION
 KA0466
 KA0466  HISTORY     - Date     Condition        Report By
 KA0466  HISTORY     - 1946     MONUMENTED       CGS
 KA0466
 KA0466                          STATION DESCRIPTION
 KA0466
 KA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0466'2.6 MI S FROM PATRICKSBURG.
 KA0466'0.2 MILE EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA0466'AT PATRICKSBURG, THENCE ABOUT 2.35 MILES SOUTH ALONG A GRAVEL
 KA0466'ROAD LEADING TO ARNEY, 0.1 MILE SOUTH OF A RIGHT ANGLE TURN IN
 KA0466'THE ROAD WITH TANGENTS EXTENDING SOUTH AND WEST, SET IN THE
 KA0466'NORTHWEST CORNER OF A PASTURE, 25 FEET EAST OF AND ABOUT 2 FEET
 KA0466'ABOVE THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF A 12
 KA0466'INCH CEDAR TREE IN THE NORTH-SOUTH FENCE LINE, 7 FEET EAST OF A
 KA0466'CROSS FENCE CORNER POST, 1.0 FOOT SOUTH OF THE CROSS FENCE
 KA0466'(SECTION LINE) AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 KA0466'A STANDARD DISK, STAMPED W 84 1946 AND SET IN THE TOP OF A
 KA0466'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1026 ***********************************************************************
 KA1026  DESIGNATION -  W 85
 KA1026  PID         -  KA1026
 KA1026  STATE/COUNTY-  IN/PARKE
 KA1026  COUNTRY     -  US
 KA1026  USGS QUAD   -  ROCKVILLE (2019)
 KA1026
 KA1026                         *CURRENT SURVEY CONTROL
 KA1026  ______________________________________________________________________
 KA1026* NAD 83(1986) POSITION- 39 45 53.0    (N) 087 13 56.1    (W)   HD_HELD2
 KA1026* NAVD 88 ORTHO HEIGHT -   213.439 (meters)      700.26  (feet) ADJUSTED
 KA1026  ______________________________________________________________________
 KA1026  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 KA1026  DYNAMIC HEIGHT  -        213.318 (meters)      699.86  (feet) COMP
 KA1026  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 KA1026
 KA1026  VERT ORDER      -  SECOND    CLASS 0
 KA1026
 KA1026.The horizontal coordinates were established by autonomous hand held GPS
 KA1026.observations and have an estimated accuracy of +/- 10 meters.
 KA1026
 KA1026.The orthometric height was determined by differential leveling and
 KA1026.adjusted by the NATIONAL GEODETIC SURVEY
 KA1026.in June 1991.
 KA1026
 KA1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1026.GEOID18 height accuracy estimate available here.
 KA1026
 KA1026.Click photographs - Photos may exist for this station.
 KA1026
 KA1026.The dynamic height is computed by dividing the NAVD 88
 KA1026.geopotential number by the normal gravity value computed on the
 KA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1026.degrees latitude (g = 980.6199 gals.).
 KA1026
 KA1026.The modeled gravity was interpolated from observed gravity values.
 KA1026
 KA1026;                    North         East    Units  Estimated Accuracy
 KA1026;SPC IN W     -   501,406.      887,240.      MT  (+/- 10 meters HH2 GPS)
 KA1026
 KA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK8010701670(NAD 83)
 KA1026
 KA1026                          SUPERSEDED SURVEY CONTROL
 KA1026
 KA1026  NGVD 29 (??/??/92)  213.534  (m)          700.57   (f) ADJ UNCH    2 0
 KA1026
 KA1026.Superseded values are not recommended for survey control.
 KA1026
 KA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1026.See file dsdata.pdf to determine how the superseded data were derived.
 KA1026
 KA1026_MARKER: DB = BENCH MARK DISK
 KA1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1026_SP_SET: BUILDING
 KA1026_STAMPING: W 85 1946
 KA1026_MARK LOGO: CGS
 KA1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1026
 KA1026  HISTORY     - Date     Condition        Report By
 KA1026  HISTORY     - 1946     MONUMENTED       CGS
 KA1026
 KA1026                          STATION DESCRIPTION
 KA1026
 KA1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1026'AT ROCKVILLE.
 KA1026'AT ROCKVILLE, AT THE GRADE SCHOOL, SET IN THE SOUTH WALL OF THE
 KA1026'BUILDING, 57 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 KA1026'15 FEET EAST OF THE SOUTH ENTRANCE, AND 2.8 FEET ABOVE THE
 KA1026'GROUND.  A STANDARD DISK, STAMPED W 85 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0727 ***********************************************************************
 LB0727  DESIGNATION -  W 86
 LB0727  PID         -  LB0727
 LB0727  STATE/COUNTY-  IN/TIPPECANOE
 LB0727  COUNTRY     -  US
 LB0727  USGS QUAD   -  MULBERRY (2019)
 LB0727
 LB0727                         *CURRENT SURVEY CONTROL
 LB0727  ______________________________________________________________________
 LB0727* NAD 83(1986) POSITION- 40 22 14.     (N) 086 44 51.     (W)   SCALED
 LB0727* NAVD 88 ORTHO HEIGHT -   194.722 (meters)      638.85  (feet) ADJUSTED
 LB0727  ______________________________________________________________________
 LB0727  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 LB0727  DYNAMIC HEIGHT  -        194.624 (meters)      638.53  (feet) COMP
 LB0727  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LB0727
 LB0727  VERT ORDER      -  SECOND    CLASS 0
 LB0727
 LB0727.The horizontal coordinates were scaled from a map and have
 LB0727.an estimated accuracy of +/- 6 seconds.
 LB0727
 LB0727.The orthometric height was determined by differential leveling and
 LB0727.adjusted by the NATIONAL GEODETIC SURVEY
 LB0727.in June 1991.
 LB0727
 LB0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0727.GEOID18 height accuracy estimate available here.
 LB0727
 LB0727.Click photographs - Photos may exist for this station.
 LB0727
 LB0727.The dynamic height is computed by dividing the NAVD 88
 LB0727.geopotential number by the normal gravity value computed on the
 LB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0727.degrees latitude (g = 980.6199 gals.).
 LB0727
 LB0727.The modeled gravity was interpolated from observed gravity values.
 LB0727
 LB0727;                    North         East    Units  Estimated Accuracy
 LB0727;SPC IN W     -   568,720.      928,520.      MT  (+/- 180 meters Scaled)
 LB0727
 LB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK214689(NAD 83)
 LB0727
 LB0727                          SUPERSEDED SURVEY CONTROL
 LB0727
 LB0727  NGVD 29 (??/??/92)  194.831  (m)          639.21   (f) ADJ UNCH    2 0
 LB0727
 LB0727.Superseded values are not recommended for survey control.
 LB0727
 LB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0727.See file dsdata.pdf to determine how the superseded data were derived.
 LB0727
 LB0727_MARKER: DB = BENCH MARK DISK
 LB0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0727_SP_SET: BRIDGE WINGWALL
 LB0727_STAMPING: W 86 1946
 LB0727_MARK LOGO: CGS
 LB0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0727
 LB0727  HISTORY     - Date     Condition        Report By
 LB0727  HISTORY     - 1946     MONUMENTED       CGS
 LB0727
 LB0727                          STATION DESCRIPTION
 LB0727
 LB0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0727'1.2 MI SE FROM DAYTON.
 LB0727'1.2 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB0727'RAILROAD FROM THE STATION AT DAYTON, TIPPECANOE COUNTY, AT THE
 LB0727'NORTHWEST END OF A STEEL BRIDGE OVER WILDCAT CREEK, IN THE
 LB0727'TOP OF THE WEST CONCRETE WING WALL, 6.8 FEET SOUTHWEST OF THE
 LB0727'SOUTHWEST RAIL, AND ABOUT ONE FOOT BELOW THE LEVEL OF THE TRACK.
 LB0727'A STANDARD DISK, STAMPED W 86 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0811 ***********************************************************************
 LB0811  DESIGNATION -  W 87
 LB0811  PID         -  LB0811
 LB0811  STATE/COUNTY-  IN/MONTGOMERY
 LB0811  COUNTRY     -  US
 LB0811  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0811
 LB0811                         *CURRENT SURVEY CONTROL
 LB0811  ______________________________________________________________________
 LB0811* NAD 83(1986) POSITION- 40 07 09.73   (N) 086 54 15.66   (W)   HD_HELD1
 LB0811* NAVD 88 ORTHO HEIGHT -   238.785 (meters)      783.41  (feet) ADJUSTED
 LB0811  ______________________________________________________________________
 LB0811  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 LB0811  DYNAMIC HEIGHT  -        238.658 (meters)      783.00  (feet) COMP
 LB0811  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 LB0811
 LB0811  VERT ORDER      -  SECOND    CLASS 0
 LB0811
 LB0811.The horizontal coordinates were determined by differentially corrected
 LB0811.hand held GPS observations or other comparable positioning techniques
 LB0811.and have an estimated accuracy of +/- 3 meters.
 LB0811
 LB0811.The orthometric height was determined by differential leveling and
 LB0811.adjusted by the NATIONAL GEODETIC SURVEY
 LB0811.in June 1991.
 LB0811
 LB0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0811.GEOID18 height accuracy estimate available here.
 LB0811
 LB0811.Click photographs - Photos may exist for this station.
 LB0811
 LB0811.The dynamic height is computed by dividing the NAVD 88
 LB0811.geopotential number by the normal gravity value computed on the
 LB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0811.degrees latitude (g = 980.6199 gals.).
 LB0811
 LB0811.The modeled gravity was interpolated from observed gravity values.
 LB0811
 LB0811;                    North         East    Units  Estimated Accuracy
 LB0811;SPC IN W     -   540,786.8     915,256.9     MT  (+/- 3 meters HH1 GPS) 
 LB0811
 LB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0815041010(NAD 83)
 LB0811
 LB0811                          SUPERSEDED SURVEY CONTROL
 LB0811
 LB0811  NGVD 29 (??/??/92)  238.871  (m)          783.70   (f) ADJ UNCH    2 0
 LB0811
 LB0811.Superseded values are not recommended for survey control.
 LB0811
 LB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0811.See file dsdata.pdf to determine how the superseded data were derived.
 LB0811
 LB0811_MARKER: DB = BENCH MARK DISK
 LB0811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0811_SP_SET: CULVERT HEADWALL
 LB0811_STAMPING: W 87 1946
 LB0811_MARK LOGO: CGS
 LB0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0811+STABILITY: SURFACE MOTION
 LB0811
 LB0811  HISTORY     - Date     Condition        Report By
 LB0811  HISTORY     - 1946     MONUMENTED       CGS
 LB0811  HISTORY     - 19870730 GOOD             NGS
 LB0811
 LB0811                          STATION DESCRIPTION
 LB0811
 LB0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0811'1.1 MI S FROM CHERRY GROVE.
 LB0811'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0811'ELEVATOR AT CHERRY GROVE, AT THE JUNCTION OF A BLACK TOP ROAD
 LB0811'LEADING EAST TO DARLINGTON, ABOUT 200 FEET SOUTH OF CHICAGO,
 LB0811'INDIANAPOLIS AND LOUISVILLE RAILWAY MILE POST NO. 142, 33 FEET
 LB0811'EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE
 LB0811'CENTER LINE OF THE BLACK TOP ROAD, 24.5 FEET WEST OF THE WEST
 LB0811'RAIL OF THE TRACK, SET IN THE NORTH END OF THE EAST HEAD WALL
 LB0811'OF A CONCRETE CULVERT, ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD
 LB0811'DISK, STAMPED W 87 1946.  THIS MARK MAY BE REACHED FROM THE
 LB0811'JUNCTION OF STATE HIGHWAYS 43 AND 34 AT CRAWFORDSVILLE BY GOING
 LB0811'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 43 TO A BLACK TOP
 LB0811'ROAD LEADING EAST.
 LB0811
 LB0811                          STATION RECOVERY (1987)
 LB0811
 LB0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LB0811'FROM THE JUNCTION OF U.S. HIGHWAY 231 AND INTERSTATE HIGHWAY 74 AT
 LB0811'THE SOUTH SIDE OF CRAWFORDSVILLE, GO NORTH ON HIGHWAY 231 FOR 2.85
 LB0811'MILES (4.59 KM) TO A MONTGOMERY COUNTY GRAIN CO-OP ELEVATOR ON RIGHT.
 LB0811'CONTINUE NORTH FOR 0.05 MILE (0.08 KM) TO A SIDE ROAD RIGHT, COUNTY
 LB0811'ROUTE 500 N., AND THE STATION IN THE NORTHEAST QUADRANT OF THIS
 LB0811'INTERSECTION.  33.0 FEET (10.1 M) EAST FROM THE CENTER OF HIGHWAY 231
 LB0811'AND 26.0 FEET (7.9 M) NORTH OF THE CENTER OF COUNTY ROUTE 500 N.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1672 ***********************************************************************
 LB1672  DESIGNATION -  W 88
 LB1672  PID         -  LB1672
 LB1672  STATE/COUNTY-  IN/TIPPECANOE
 LB1672  COUNTRY     -  US
 LB1672  USGS QUAD   -  WESTPOINT (2019)
 LB1672
 LB1672                         *CURRENT SURVEY CONTROL
 LB1672  ______________________________________________________________________
 LB1672* NAD 83(1986) POSITION- 40 15 31.     (N) 087 00 47.     (W)   SCALED
 LB1672* NAVD 88 ORTHO HEIGHT -   230.510 (meters)      756.26  (feet) ADJUSTED
 LB1672  ______________________________________________________________________
 LB1672  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 LB1672  DYNAMIC HEIGHT  -        230.394 (meters)      755.88  (feet) COMP
 LB1672  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 LB1672
 LB1672  VERT ORDER      -  SECOND    CLASS 0
 LB1672
 LB1672.The horizontal coordinates were scaled from a map and have
 LB1672.an estimated accuracy of +/- 6 seconds.
 LB1672
 LB1672.The orthometric height was determined by differential leveling and
 LB1672.adjusted by the NATIONAL GEODETIC SURVEY
 LB1672.in June 1991.
 LB1672
 LB1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1672.GEOID18 height accuracy estimate available here.
 LB1672
 LB1672.Click photographs - Photos may exist for this station.
 LB1672
 LB1672.The dynamic height is computed by dividing the NAVD 88
 LB1672.geopotential number by the normal gravity value computed on the
 LB1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1672.degrees latitude (g = 980.6199 gals.).
 LB1672
 LB1672.The modeled gravity was interpolated from observed gravity values.
 LB1672
 LB1672;                    North         East    Units  Estimated Accuracy
 LB1672;SPC IN W     -   556,230.      905,980.      MT  (+/- 180 meters Scaled)
 LB1672
 LB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK988564(NAD 83)
 LB1672
 LB1672                          SUPERSEDED SURVEY CONTROL
 LB1672
 LB1672  NGVD 29 (??/??/92)  230.593  (m)          756.54   (f) ADJ UNCH    2 0
 LB1672
 LB1672.Superseded values are not recommended for survey control.
 LB1672
 LB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1672.See file dsdata.pdf to determine how the superseded data were derived.
 LB1672
 LB1672_MARKER: DB = BENCH MARK DISK
 LB1672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1672_SP_SET: CULVERT HEADWALL
 LB1672_STAMPING: W 88 1946
 LB1672_MARK LOGO: CGS
 LB1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1672+STABILITY: SURFACE MOTION
 LB1672
 LB1672  HISTORY     - Date     Condition        Report By
 LB1672  HISTORY     - 1946     MONUMENTED       CGS
 LB1672
 LB1672                          STATION DESCRIPTION
 LB1672
 LB1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1672'5 MI E FROM ODELL.
 LB1672'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB1672'WITH STATE HIGHWAY 25 AT ODELL, ABOUT 5.7 MILES WEST ALONG STATE
 LB1672'HIGHWAY 28 FROM ITS JUNCTION WITH STATE HIGHWAY 43 AT ROMNEY,
 LB1672'ABOUT 0.2 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 LB1672'NORTH, SET IN THE EAST END OF THE SOUTH HEAD WALL OF A 16 INCH
 LB1672'CONCRETE CULVERT, 17 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 LB1672'CENTER LINE OF THE HIGHWAY, AND 1.3 FEET WEST OF THE EAST END
 LB1672'OF THE CULVERT.  A STANDARD DISK, STAMPED W 88 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0819 ***********************************************************************
 LB0819  DESIGNATION -  W 89
 LB0819  PID         -  LB0819
 LB0819  STATE/COUNTY-  IN/TIPPECANOE
 LB0819  COUNTRY     -  US
 LB0819  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0819
 LB0819                         *CURRENT SURVEY CONTROL
 LB0819  ______________________________________________________________________
 LB0819* NAD 83(1986) POSITION- 40 22 33.     (N) 086 54 16.     (W)   SCALED
 LB0819* NAVD 88 ORTHO HEIGHT -   195.306 (meters)      640.77  (feet) ADJUSTED
 LB0819  ______________________________________________________________________
 LB0819  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 LB0819  DYNAMIC HEIGHT  -        195.210 (meters)      640.45  (feet) COMP
 LB0819  MODELED GRAVITY -    980,130.0   (mgal)                       NAVD 88
 LB0819
 LB0819  VERT ORDER      -  SECOND    CLASS 0
 LB0819
 LB0819.The horizontal coordinates were scaled from a map and have
 LB0819.an estimated accuracy of +/- 6 seconds.
 LB0819
 LB0819.The orthometric height was determined by differential leveling and
 LB0819.adjusted by the NATIONAL GEODETIC SURVEY
 LB0819.in June 1991.
 LB0819
 LB0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0819.GEOID18 height accuracy estimate available here.
 LB0819
 LB0819.Click photographs - Photos may exist for this station.
 LB0819
 LB0819.The dynamic height is computed by dividing the NAVD 88
 LB0819.geopotential number by the normal gravity value computed on the
 LB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0819.degrees latitude (g = 980.6199 gals.).
 LB0819
 LB0819.The modeled gravity was interpolated from observed gravity values.
 LB0819
 LB0819;                    North         East    Units  Estimated Accuracy
 LB0819;SPC IN W     -   569,260.      915,190.      MT  (+/- 180 meters Scaled)
 LB0819
 LB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081694(NAD 83)
 LB0819
 LB0819                          SUPERSEDED SURVEY CONTROL
 LB0819
 LB0819  NGVD 29 (??/??/92)  195.393  (m)          641.05   (f) ADJ UNCH    2 0
 LB0819
 LB0819.Superseded values are not recommended for survey control.
 LB0819
 LB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0819.See file dsdata.pdf to determine how the superseded data were derived.
 LB0819
 LB0819_MARKER: DB = BENCH MARK DISK
 LB0819_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0819_SP_SET: CULVERT HEADWALL
 LB0819_STAMPING: W 89 1946
 LB0819_MARK LOGO: CGS
 LB0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0819+STABILITY: SURFACE MOTION
 LB0819
 LB0819  HISTORY     - Date     Condition        Report By
 LB0819  HISTORY     - 1946     MONUMENTED       CGS
 LB0819  HISTORY     - 1965     GOOD             CGS
 LB0819
 LB0819                          STATION DESCRIPTION
 LB0819
 LB0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0819'3.2 MI S FROM LA FAYETTE.
 LB0819'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT
 LB0819'HOUSE AT LA FAYETTE, SET IN THE NORTH END OF THE EAST HEAD WALL
 LB0819'OF A 24 INCH CONCRETE CULVERT, 115 FEET SOUTH OF THE CENTER LINE
 LB0819'OF A GRAVEL DRIVE WAY, 21.3 FEET EAST OF THE CENTER LINE OF THE
 LB0819'HIGHWAY, 1.0 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB0819'W 89 1946.
 LB0819
 LB0819                          STATION RECOVERY (1965)
 LB0819
 LB0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1660 ***********************************************************************
 HZ1660  DESIGNATION -  W 9
 HZ1660  PID         -  HZ1660
 HZ1660  STATE/COUNTY-  IN/JACKSON
 HZ1660  COUNTRY     -  US
 HZ1660  USGS QUAD   -  CHESTNUT RIDGE (2019)
 HZ1660
 HZ1660                         *CURRENT SURVEY CONTROL
 HZ1660  ______________________________________________________________________
 HZ1660* NAD 83(1986) POSITION- 38 59 00.10   (N) 085 52 05.39   (W)   HD_HELD1
 HZ1660* NAVD 88 ORTHO HEIGHT -   187.262 (meters)      614.38  (feet) ADJUSTED
 HZ1660  ______________________________________________________________________
 HZ1660  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 HZ1660  DYNAMIC HEIGHT  -        187.145 (meters)      613.99  (feet) COMP
 HZ1660  MODELED GRAVITY -    979,997.6   (mgal)                       NAVD 88
 HZ1660
 HZ1660  VERT ORDER      -  FIRST     CLASS II
 HZ1660
 HZ1660.The horizontal coordinates were determined by differentially corrected
 HZ1660.hand held GPS observations or other comparable positioning techniques
 HZ1660.and have an estimated accuracy of +/- 3 meters.
 HZ1660
 HZ1660.The orthometric height was determined by differential leveling and
 HZ1660.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1660.in June 1991.
 HZ1660
 HZ1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1660.GEOID18 height accuracy estimate available here.
 HZ1660
 HZ1660.Click photographs - Photos may exist for this station.
 HZ1660
 HZ1660.The dynamic height is computed by dividing the NAVD 88
 HZ1660.geopotential number by the normal gravity value computed on the
 HZ1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1660.degrees latitude (g = 980.6199 gals.).
 HZ1660
 HZ1660.The modeled gravity was interpolated from observed gravity values.
 HZ1660
 HZ1660;                    North         East    Units  Estimated Accuracy
 HZ1660;SPC IN E     -   414,668.5      82,541.5     MT  (+/- 3 meters HH1 GPS) 
 HZ1660
 HZ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9803115539(NAD 83)
 HZ1660
 HZ1660                          SUPERSEDED SURVEY CONTROL
 HZ1660
 HZ1660  NGVD 29 (??/??/92)  187.381  (m)          614.77   (f) ADJ UNCH    1 2
 HZ1660
 HZ1660.Superseded values are not recommended for survey control.
 HZ1660
 HZ1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1660.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1660
 HZ1660_MARKER: DB = BENCH MARK DISK
 HZ1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1660_STAMPING: 614.766 W 9 1930
 HZ1660_MARK LOGO: CGS
 HZ1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1660+STABILITY: SURFACE MOTION
 HZ1660
 HZ1660  HISTORY     - Date     Condition        Report By
 HZ1660  HISTORY     - 1930     MONUMENTED       CGS
 HZ1660  HISTORY     - 1934     GOOD             CGS
 HZ1660  HISTORY     - 20221013 MARK NOT FOUND   INDOT
 HZ1660
 HZ1660                          STATION DESCRIPTION
 HZ1660
 HZ1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1660'2 MI N FROM SEYMOUR.
 HZ1660'2.0 MILES ALONG THE ABANDONED INTERSTATE PUBLIC SERVICE CO.
 HZ1660'RAILWAY FROM SEYMOUR, JACKSON COUNTY, 53 FEET SOUTH OF THE SOUTHWEST
 HZ1660'CORNER OF STATION 81 ON THE SOUTH SIDE OF THE HAYDEN ROAD
 HZ1660'CROSSING, AND 21.2 FEET EAST OF THE EAST RAIL.  A STANDARD
 HZ1660'DISK, STAMPED 614.766 W 9 1930 AND SET IN THE TOP OF A CONCRETE
 HZ1660'POST PROJECTING 5 INCHES ABOVE GROUND.
 HZ1660
 HZ1660                          STATION RECOVERY (2022)
 HZ1660
 HZ1660'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 HZ1660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1512 ***********************************************************************
 MD1512  DESIGNATION -  W 9
 MD1512  PID         -  MD1512
 MD1512  STATE/COUNTY-  IN/LAGRANGE
 MD1512  COUNTRY     -  US
 MD1512  USGS QUAD   -  BURR OAK (2017)
 MD1512
 MD1512                         *CURRENT SURVEY CONTROL
 MD1512  ______________________________________________________________________
 MD1512* NAD 83(1997) POSITION- 41 45 35.92355(N) 085 19 06.07736(W)   ADJUSTED
 MD1512* NAVD 88 ORTHO HEIGHT -   279.86  (+/-2cm)      918.2   (feet) VERTCON3
 MD1512  ______________________________________________________________________
 MD1512  GEOID HEIGHT    -        -33.259 (meters)                     GEOID18
 MD1512  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 MD1512  HORZ ORDER      -  SECOND
 MD1512  VERT ORDER      -  THIRD ? (See Below)
 MD1512
 MD1512.The horizontal coordinates were established by classical geodetic methods
 MD1512.and adjusted by the National Geodetic Survey in May 1999.
 MD1512
 MD1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1512
 MD1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1512.GEOID18 height accuracy estimate available here.
 MD1512
 MD1512.The vertical order pertains to the NGVD 29 superseded value.
 MD1512
 MD1512.Click photographs - Photos may exist for this station.
 MD1512
 MD1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1512
 MD1512. The following values were computed from the NAD 83(1997) position.
 MD1512
 MD1512;                    North         East     Units Scale Factor Converg.
 MD1512;SPC IN E     -   723,018.221   128,965.148   MT  0.99997699   +0 13 55.1
 MD1512;SPC IN E     - 2,372,102.28    423,113.16   sFT  0.99997699   +0 13 55.1
 MD1512;UTM  16      - 4,624,494.031   639,794.297   MT  0.99984048   +1 07 12.6
 MD1512
 MD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1512!SPC IN E     -   0.99996132  x   0.99997699  =   0.99993831
 MD1512!UTM  16      -   0.99996132  x   0.99984048  =   0.99980181
 MD1512
 MD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3979424494(NAD 83)
 MD1512
 MD1512                          SUPERSEDED SURVEY CONTROL
 MD1512
 MD1512  NAD 83(1995)-  41 45 35.92355(N)    085 19 06.07735(W) AD(       ) 2
 MD1512  NAD 83(1994)-  41 45 35.92355(N)    085 19 06.07735(W) AD(       ) 2
 MD1512  NAD 83(1986)-  41 45 35.92380(N)    085 19 06.08305(W) AD(       ) 2
 MD1512  NAD 27      -  41 45 35.74280(N)    085 19 06.17030(W) AD(       ) 2
 MD1512  NGVD 29             279.99   (m)          918.6    (f) LEVELING    3  
 MD1512
 MD1512.Superseded values are not recommended for survey control.
 MD1512
 MD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1512.See file dsdata.pdf to determine how the superseded data were derived.
 MD1512
 MD1512_MARKER: DB = BENCH MARK DISK
 MD1512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1512_STAMPING: W-9 919 1939
 MD1512_MARK LOGO: USGS
 MD1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1512
 MD1512  HISTORY     - Date     Condition        Report By
 MD1512  HISTORY     - 1939     MONUMENTED       USGS
 MD1512  HISTORY     - 1946     GOOD             CGS
 MD1512  HISTORY     - 1960     GOOD             CGS
 MD1512
 MD1512                          STATION DESCRIPTION
 MD1512
 MD1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1512'STATION IS LOCATED IN THE NORTHWEST ANGLE OF A GRAVEL T-ROAD ABOUT 2
 MD1512'MILES NORTH OF BRIGHTON
 MD1512'AND 6 MILES NORTHEAST OF HOWE AND ON THE MICHIGAN-INDIANA STATE LINE.
 MD1512'IT IS 28 FEET WEST OF THE CENTERLINE
 MD1512'OF THE NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTER
 MD1512'LINE OF THE EAST-WEST ROAD AND 4.5 FEET WEST OF A FENCE
 MD1512'CORNER.  THE MARK IS A STANDARD USGS
 MD1512'BRONZE DISK SET IN 6 BY 6 INCH CONCRETE POST PROJECTING 3 INCHES
 MD1512'ABOVE THE GROUND.  A TRAVERSE
 MD1512'CONNECTION WAS MADE FROM STATION MICH AND THE DISTANCE WAS FOUND TO
 MD1512'BE 27.13 FEET.
 MD1512'
 MD1512'TO REACH THE STATION FROM BRIGHTON, GO WEST ON STATE HIGHWAYS 3 AND
 MD1512'120 AND 1.2 MILES TO WHERE HIGHWAY
 MD1512'TURNS NORTH, TURN NORTH AND GO 2.55 MILES TO WHERE HIGHWAY 3 TURNS
 MD1512'WEST AND A GRAVEL ROAD RIGHT.  TURN
 MD1512'RIGHT AND FOLLOW GRAVEL ROAD ONE MILE TO A T-ROAD INTERSECTION
 MD1512'AND STATION IN THE NORTHWEST ANGLE.
 MD1512
 MD1512                          STATION RECOVERY (1960)
 MD1512
 MD1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1512'THE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED BY R. C. BOLSTAD
 MD1512'WHO TRAVERSE-CONNECTED IT TO
 MD1512'TRIANGULATION STATION MICH IN 1946.  THE ROAD T-INTERSECTION IS
 MD1512'DESIGNATED BY SIGN AS 575 E 825
 MD1512'N IN THE LAGRANGE COUNTY (INDIANA) ROAD SYSTEM.  ALL BUT THE FAINTEST
 MD1512'TRACES OF THE FENCE ARE GONE.  THE
 MD1512'DISK IS STAMPED W 9 919 1939, THE 919 BEING ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1553 ***********************************************************************
 KA1553  DESIGNATION -  W 91
 KA1553  PID         -  KA1553
 KA1553  STATE/COUNTY-  IN/VERMILLION
 KA1553  COUNTRY     -  US
 KA1553  USGS QUAD   -  NEWPORT (2019)
 KA1553
 KA1553                         *CURRENT SURVEY CONTROL
 KA1553  ______________________________________________________________________
 KA1553* NAD 83(1986) POSITION- 39 56 08.     (N) 087 27 15.     (W)   SCALED
 KA1553* NAVD 88 ORTHO HEIGHT -   158.071 (meters)      518.60  (feet) ADJUSTED
 KA1553  ______________________________________________________________________
 KA1553  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KA1553  DYNAMIC HEIGHT  -        157.988 (meters)      518.33  (feet) COMP
 KA1553  MODELED GRAVITY -    980,095.5   (mgal)                       NAVD 88
 KA1553
 KA1553  VERT ORDER      -  SECOND    CLASS 0
 KA1553
 KA1553.The horizontal coordinates were scaled from a map and have
 KA1553.an estimated accuracy of +/- 6 seconds.
 KA1553
 KA1553.The orthometric height was determined by differential leveling and
 KA1553.adjusted by the NATIONAL GEODETIC SURVEY
 KA1553.in June 1991.
 KA1553
 KA1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1553.GEOID18 height accuracy estimate available here.
 KA1553
 KA1553.Click photographs - Photos may exist for this station.
 KA1553
 KA1553.The dynamic height is computed by dividing the NAVD 88
 KA1553.geopotential number by the normal gravity value computed on the
 KA1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1553.degrees latitude (g = 980.6199 gals.).
 KA1553
 KA1553.The modeled gravity was interpolated from observed gravity values.
 KA1553
 KA1553;                    North         East    Units  Estimated Accuracy
 KA1553;SPC IN W     -   520,430.      868,300.      MT  (+/- 180 meters Scaled)
 KA1553
 KA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK611207(NAD 83)
 KA1553
 KA1553                          SUPERSEDED SURVEY CONTROL
 KA1553
 KA1553  NGVD 29 (??/??/92)  158.135  (m)          518.81   (f) ADJ UNCH    2 0
 KA1553
 KA1553.Superseded values are not recommended for survey control.
 KA1553
 KA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1553.See file dsdata.pdf to determine how the superseded data were derived.
 KA1553
 KA1553_MARKER: DB = BENCH MARK DISK
 KA1553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1553_SP_SET: BRIDGE
 KA1553_STAMPING: W 91 1938
 KA1553_MARK LOGO: CGS
 KA1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1553
 KA1553  HISTORY     - Date     Condition        Report By
 KA1553  HISTORY     - 1938     MONUMENTED       CGS
 KA1553  HISTORY     - 1938     GOOD             CGS
 KA1553  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1553
 KA1553                          STATION DESCRIPTION
 KA1553
 KA1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1553'1.1 MI S FROM CAYUGA.
 KA1553'1.1 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1553'FROM THE STATION AT CAYUGA, VERMILLION COUNTY, 4.7 MILES NORTH
 KA1553'OF NEWPORT, 25 RAILS SOUTHEAST OF MILEPOST 142, ABOUT 200 YARDS
 KA1553'NORTHWEST OF A GRAVEL ROAD, AT CONCRETE BRIDGE 142.2, ON THE
 KA1553'NORTHEAST END OF THE SOUTHEAST ABUTMENT, ON THE THIRD STEP BELOW
 KA1553'THE TOP, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 6
 KA1553'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 91 1938.
 KA1553
 KA1553                          STATION RECOVERY (1986)
 KA1553
 KA1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1553'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1898 ***********************************************************************
 JZ1898  DESIGNATION -  W 93
 JZ1898  PID         -  JZ1898
 JZ1898  STATE/COUNTY-  IN/RIPLEY
 JZ1898  COUNTRY     -  US
 JZ1898  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1898
 JZ1898                         *CURRENT SURVEY CONTROL
 JZ1898  ______________________________________________________________________
 JZ1898* NAD 83(1986) POSITION- 39 08 03.     (N) 085 10 47.     (W)   SCALED
 JZ1898* NAVD 88 ORTHO HEIGHT -   308.448 (meters)     1011.97  (feet) POSTED
 JZ1898  ______________________________________________________________________
 JZ1898  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JZ1898  DYNAMIC HEIGHT  -        308.25  (meters)     1011.3   (feet) COMP
 JZ1898  MODELED GRAVITY -    979,977.4   (mgal)                       NAVD 88
 JZ1898
 JZ1898  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1898
 JZ1898.The horizontal coordinates were scaled from a map and have
 JZ1898.an estimated accuracy of +/- 6 seconds.
 JZ1898
 JZ1898.The orthometric height was determined by differential leveling
 JZ1898.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1898
 JZ1898.* This is a POSTED BENCH MARK height.
 JZ1898
 JZ1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1898.GEOID18 height accuracy estimate available here.
 JZ1898
 JZ1898.Click photographs - Photos may exist for this station.
 JZ1898
 JZ1898.The dynamic height is computed by dividing the NAVD 88
 JZ1898.geopotential number by the normal gravity value computed on the
 JZ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1898.degrees latitude (g = 980.6199 gals.).
 JZ1898
 JZ1898.The modeled gravity was interpolated from observed gravity values.
 JZ1898
 JZ1898;                    North         East    Units  Estimated Accuracy
 JZ1898;SPC IN E     -   431,500.      142,100.      MT  (+/- 180 meters Scaled)
 JZ1898
 JZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ573332(NAD 83)
 JZ1898
 JZ1898                          SUPERSEDED SURVEY CONTROL
 JZ1898
 JZ1898  NGVD 29 (??/??/92)  308.601  (m)         1012.47   (f) ADJ UNCH    1 2
 JZ1898
 JZ1898.Superseded values are not recommended for survey control.
 JZ1898
 JZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1898.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1898
 JZ1898_MARKER: DB = BENCH MARK DISK
 JZ1898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ1898_SP_SET: STEP
 JZ1898_STAMPING: W 93 1938
 JZ1898_MARK LOGO: CGS
 JZ1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1898
 JZ1898  HISTORY     - Date     Condition        Report By
 JZ1898  HISTORY     - 1938     MONUMENTED       CGS
 JZ1898  HISTORY     - 20230815 MARK NOT FOUND   INDOT
 JZ1898
 JZ1898                          STATION DESCRIPTION
 JZ1898
 JZ1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1898'2.6 MI W FROM MILAN.
 JZ1898'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1898'STATION AT MILAN, RIPLEY COUNTY, ABOUT 100 YARDS SOUTHWEST OF THE
 JZ1898'STATION AT PIERCEVILLE, 100 YARDS SOUTHEAST OF SIGNAL TOWER
 JZ1898'E 45.15, 90 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 350,
 JZ1898'68 YARDS SOUTH OF THE SOUTH RAIL, AT THE POST OFFICE, IN THE
 JZ1898'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE STEP, 4 INCHES FROM
 JZ1898'THE DOORSILL, AND 27 FEET WEST OF THE CENTERLINE OF THE
 JZ1898'STREET.  A STANDARD DISK, STAMPED W 93 1938.
 JZ1898
 JZ1898                          STATION RECOVERY (2023)
 JZ1898
 JZ1898'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0922 ***********************************************************************
 LB0922  DESIGNATION -  W 94
 LB0922  PID         -  LB0922
 LB0922  STATE/COUNTY-  IN/TIPPECANOE
 LB0922  COUNTRY     -  US
 LB0922  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0922
 LB0922                         *CURRENT SURVEY CONTROL
 LB0922  ______________________________________________________________________
 LB0922* NAD 83(1986) POSITION- 40 22 34.     (N) 086 48 35.     (W)   SCALED
 LB0922* NAVD 88 ORTHO HEIGHT -   200.404 (meters)      657.49  (feet) ADJUSTED
 LB0922  ______________________________________________________________________
 LB0922  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 LB0922  DYNAMIC HEIGHT  -        200.304 (meters)      657.16  (feet) COMP
 LB0922  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 LB0922
 LB0922  VERT ORDER      -  SECOND    CLASS 0
 LB0922
 LB0922.The horizontal coordinates were scaled from a map and have
 LB0922.an estimated accuracy of +/- 6 seconds.
 LB0922
 LB0922.The orthometric height was determined by differential leveling and
 LB0922.adjusted by the NATIONAL GEODETIC SURVEY
 LB0922.in June 1991.
 LB0922
 LB0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0922.GEOID18 height accuracy estimate available here.
 LB0922
 LB0922.Click photographs - Photos may exist for this station.
 LB0922
 LB0922.The dynamic height is computed by dividing the NAVD 88
 LB0922.geopotential number by the normal gravity value computed on the
 LB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0922.degrees latitude (g = 980.6199 gals.).
 LB0922
 LB0922.The modeled gravity was interpolated from observed gravity values.
 LB0922
 LB0922;                    North         East    Units  Estimated Accuracy
 LB0922;SPC IN W     -   569,320.      923,240.      MT  (+/- 180 meters Scaled)
 LB0922
 LB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK161695(NAD 83)
 LB0922
 LB0922                          SUPERSEDED SURVEY CONTROL
 LB0922
 LB0922  NGVD 29 (??/??/92)  200.509  (m)          657.84   (f) ADJ UNCH    2 0
 LB0922
 LB0922.Superseded values are not recommended for survey control.
 LB0922
 LB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0922.See file dsdata.pdf to determine how the superseded data were derived.
 LB0922
 LB0922_MARKER: DB = BENCH MARK DISK
 LB0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0922_SP_SET: BRIDGE WINGWALL
 LB0922_STAMPING: W 94 1946
 LB0922_MARK LOGO: CGS
 LB0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0922
 LB0922  HISTORY     - Date     Condition        Report By
 LB0922  HISTORY     - 1946     MONUMENTED       CGS
 LB0922
 LB0922                          STATION DESCRIPTION
 LB0922
 LB0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0922'2.3 MI NW FROM DAYTON.
 LB0922'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 38 FROM THE MAIN STREET
 LB0922'INTERSECTION AT DAYTON, THENCE 0.1 MILE NORTH ALONG A GRAVEL ROAD,
 LB0922'AT A 6-FOOT CONCRETE BRIDGE, SET IN THE TOP OF THE NORTHWEST
 LB0922'WINGWALL OF THE BRIDGE, 14 FEET WEST OF THE CENTER LINE OF THE
 LB0922'ROAD AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD DISK,
 LB0922'STAMPED W 94 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1658 ***********************************************************************
 LB1658  DESIGNATION -  W 95
 LB1658  PID         -  LB1658
 LB1658  STATE/COUNTY-  IN/WARREN
 LB1658  COUNTRY     -  US
 LB1658  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1658
 LB1658                         *CURRENT SURVEY CONTROL
 LB1658  ______________________________________________________________________
 LB1658* NAD 83(1986) POSITION- 40 17 34.     (N) 087 17 04.     (W)   SCALED
 LB1658* NAVD 88 ORTHO HEIGHT -   193.320 (meters)      634.25  (feet) ADJUSTED
 LB1658  ______________________________________________________________________
 LB1658  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 LB1658  DYNAMIC HEIGHT  -        193.222 (meters)      633.93  (feet) COMP
 LB1658  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 LB1658
 LB1658  VERT ORDER      -  SECOND    CLASS 0
 LB1658
 LB1658.The horizontal coordinates were scaled from a map and have
 LB1658.an estimated accuracy of +/- 6 seconds.
 LB1658
 LB1658.The orthometric height was determined by differential leveling and
 LB1658.adjusted by the NATIONAL GEODETIC SURVEY
 LB1658.in June 1991.
 LB1658
 LB1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1658.GEOID18 height accuracy estimate available here.
 LB1658
 LB1658.Click photographs - Photos may exist for this station.
 LB1658
 LB1658.The dynamic height is computed by dividing the NAVD 88
 LB1658.geopotential number by the normal gravity value computed on the
 LB1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1658.degrees latitude (g = 980.6199 gals.).
 LB1658
 LB1658.The modeled gravity was interpolated from observed gravity values.
 LB1658
 LB1658;                    North         East    Units  Estimated Accuracy
 LB1658;SPC IN W     -   560,050.      882,900.      MT  (+/- 180 meters Scaled)
 LB1658
 LB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK758602(NAD 83)
 LB1658
 LB1658                          SUPERSEDED SURVEY CONTROL
 LB1658
 LB1658  NGVD 29 (??/??/92)  193.384  (m)          634.46   (f) ADJ UNCH    2 0
 LB1658
 LB1658.Superseded values are not recommended for survey control.
 LB1658
 LB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1658.See file dsdata.pdf to determine how the superseded data were derived.
 LB1658
 LB1658_MARKER: DB = BENCH MARK DISK
 LB1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1658_STAMPING: W 95 1946
 LB1658_MARK LOGO: CGS
 LB1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1658+STABILITY: SURFACE MOTION
 LB1658
 LB1658  HISTORY     - Date     Condition        Report By
 LB1658  HISTORY     - 1946     MONUMENTED       CGS
 LB1658
 LB1658                          STATION DESCRIPTION
 LB1658
 LB1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1658'0.6 MI NE FROM WILLIAMSPORT.
 LB1658'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE COURT
 LB1658'HOUSE AT WILLIAMSPORT, THENCE ABOUT 0.4 MILE NORTHEAST ALONG A
 LB1658'BLACK TOP ROAD, ABOUT 0.3 MILE WEST OF THE CROSSING OF THE WABASH
 LB1658'RAILROAD, 0.1 MILE WEST OF THE WEST ENTRANCE TO A CEMETERY, 63
 LB1658'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 25 FEET
 LB1658'NORTHWEST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A FENCE
 LB1658'CORNER POST, 1 FOOT WEST OF A BOARD FENCE, 2 FEET NORTH OF A
 LB1658'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A
 LB1658'STANDARD DISK, STAMPED W 95 1946 AND SET IN THE TOP OF A CONCRETE
 LB1658'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1704 ***********************************************************************
 LB1704  FBN         -  This is a Federal Base Network Control Station.
 LB1704  DESIGNATION -  W 96
 LB1704  PID         -  LB1704
 LB1704  STATE/COUNTY-  IN/FOUNTAIN
 LB1704  COUNTRY     -  US
 LB1704  USGS QUAD   -  MELLOTT (2019)
 LB1704
 LB1704                         *CURRENT SURVEY CONTROL
 LB1704  ______________________________________________________________________
 LB1704* NAD 83(2011) POSITION- 40 13 09.98834(N) 087 10 20.00968(W)   ADJUSTED
 LB1704* NAD 83(2011) ELLIP HT-   176.068 (meters)        (06/27/12)   ADJUSTED
 LB1704* NAD 83(2011) EPOCH   -  2010.00
 LB1704* NAVD 88 ORTHO HEIGHT -   209.329 (meters)      686.77  (feet) ADJUSTED
 LB1704  ______________________________________________________________________
 LB1704  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 LB1704  NAD 83(2011) X  -    240,608.796 (meters)                     COMP
 LB1704  NAD 83(2011) Y  - -4,871,205.442 (meters)                     COMP
 LB1704  NAD 83(2011) Z  -  4,096,734.690 (meters)                     COMP
 LB1704  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 LB1704  DYNAMIC HEIGHT  -        209.222 (meters)      686.42  (feet) COMP
 LB1704  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 LB1704
 LB1704  VERT ORDER      -  SECOND    CLASS 0
 LB1704
 LB1704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1704  Standards:
 LB1704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1704  -------------------------------------------------------------------
 LB1704  NETWORK    0.60   1.14           0.27   0.21   0.58     -0.09963485
 LB1704  -------------------------------------------------------------------
 LB1704  Click here for local accuracies and other accuracy information.
 LB1704
 LB1704.The horizontal coordinates were established by GPS observations
 LB1704.and adjusted by the National Geodetic Survey in June 2012.
 LB1704
 LB1704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1704.been affixed to the stable North American tectonic plate. See 
 LB1704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1704
 LB1704.The horizontal coordinates are valid at the epoch date displayed above
 LB1704.which is a decimal equivalence of Year/Month/Day.
 LB1704
 LB1704.The orthometric height was determined by differential leveling and
 LB1704.adjusted by the NATIONAL GEODETIC SURVEY
 LB1704.in June 1991.
 LB1704
 LB1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1704.GEOID18 height accuracy estimate available here.
 LB1704
 LB1704.Click photographs - Photos may exist for this station.
 LB1704
 LB1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1704
 LB1704.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1704
 LB1704.The ellipsoidal height was determined by GPS observations
 LB1704.and is referenced to NAD 83.
 LB1704
 LB1704.The dynamic height is computed by dividing the NAVD 88
 LB1704.geopotential number by the normal gravity value computed on the
 LB1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1704.degrees latitude (g = 980.6199 gals.).
 LB1704
 LB1704.The modeled gravity was interpolated from observed gravity values.
 LB1704
 LB1704. The following values were computed from the NAD 83(2011) position.
 LB1704
 LB1704;                    North         East     Units Scale Factor Converg.
 LB1704;SPC IN W     -   551,886.651   892,433.812   MT  0.99996737   -0 03 26.6
 LB1704;SPC IN W     - 1,810,648.12  2,927,926.60   sFT  0.99996737   -0 03 26.6
 LB1704;UTM  16      - 4,452,127.730   485,346.097   MT  0.99960264   -0 06 40.4
 LB1704
 LB1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1704!SPC IN W     -   0.99997238  x   0.99996737  =   0.99993975
 LB1704!UTM  16      -   0.99997238  x   0.99960264  =   0.99957503
 LB1704
 LB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8534652127(NAD 83)
 LB1704
 LB1704                          SUPERSEDED SURVEY CONTROL
 LB1704
 LB1704  NAD 83(2007)-  40 13 09.98844(N)    087 10 20.01062(W) AD(2002.00) 0
 LB1704  ELLIP H (02/10/07)  176.088  (m)                       GP(2002.00)    
 LB1704  NAD 83(1997)-  40 13 09.98828(N)    087 10 20.01050(W) AD(       ) B
 LB1704  ELLIP H (04/10/98)  176.103  (m)                       GP(       ) 4 1
 LB1704  NAVD 88             209.33   (m)          686.8    (f) LEVELING    3  
 LB1704  NGVD 29 (??/??/92)  209.407  (m)          687.03   (f) ADJ UNCH    2 0
 LB1704
 LB1704.Superseded values are not recommended for survey control.
 LB1704
 LB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1704.See file dsdata.pdf to determine how the superseded data were derived.
 LB1704
 LB1704_MARKER: DB = BENCH MARK DISK
 LB1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1704_STAMPING: W 96 1946
 LB1704_MARK LOGO: CGS
 LB1704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1704+STABILITY: SURFACE MOTION
 LB1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1704+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 LB1704
 LB1704  HISTORY     - Date     Condition        Report By
 LB1704  HISTORY     - 1946     MONUMENTED       CGS
 LB1704  HISTORY     - 19970814 GOOD             SEC
 LB1704  HISTORY     - 19980723 GOOD             WOOLPT
 LB1704  HISTORY     - 20030425 GOOD             INDIV
 LB1704  HISTORY     - 20030624 GOOD             INDOT
 LB1704
 LB1704                          STATION DESCRIPTION
 LB1704
 LB1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1704'1.6 MI NW FROM NEWTON.
 LB1704'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1704'OFFICE AT NEWTOWN, ABOUT 0.3 MILE WEST OF THE PLEASANT VIEW FARM,
 LB1704'ABOUT 0.2 MILE SOUTHEAST AND ACROSS A PASTURE FROM THREE RED
 LB1704'ROOF BARNS, 45 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER
 LB1704'POLE NO. 142-346, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 LB1704'HIGHWAY, 4 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST OF A
 LB1704'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 LB1704'STANDARD DISK, STAMPED W 96 1946 AND SET IN THE TOP OF A CONCRETE
 LB1704'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1704
 LB1704                          STATION RECOVERY (1997)
 LB1704
 LB1704'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB1704'STATION IS 1.6 MILES (2.6 KM) NORTHWEST OF NEWTOWN, ALONG THE
 LB1704'NORTHEASTERLY RIGHT-OF-WAY OF STATE HIGHWAY 55.  FROM THE INTERSECTION
 LB1704'OF STATE HIGHWAY 55 WITH STATE HIGHWAY 341, ABOUT 1.6 MILES (2.6 KM)
 LB1704'NORTHWEST ALONG STATE HIGHWAY 55, ON THE LAND OF RICHARD TAYLOR, 1884
 LB1704'EAST STATE HIGHWAY 55, NEWTOWN IN 47987, PHONE 765-295-2661.  STATION
 LB1704'IS SET IN A SQUARE CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND.
 LB1704'LOCATED 22.6 METERS (74.1 FT) NORTH AND ACROSS THE HIGHWAY FROM THE
 LB1704'NORTH FACE OF A FENCE CORNER POST, 13.5 METERS (44.3 FT) NORTHEAST AND
 LB1704'ACROSS THE HIGHWAY FROM THE NORTH FACE OF POWER POLE NUMBER 142-346,
 LB1704'7.6 METERS (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LB1704'1.2 METERS (3.9 FT) NORTHEAST OF A FENCE CORNER POST.
 LB1704
 LB1704                          STATION RECOVERY (1998)
 LB1704
 LB1704'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 LB1704'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (GTF).
 LB1704
 LB1704                          STATION RECOVERY (2003)
 LB1704
 LB1704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LB1704'RECOVERED AS DESCRIBED
 LB1704
 LB1704                          STATION RECOVERY (2003)
 LB1704
 LB1704'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (DLF)
 LB1704'THE STATION IS LOCATED ABOUT 19.7 MI SOUTHWEST OF LAFAYETTE, 6.1 MI
 LB1704'SOUTHEAST OF ATTICA,  1.6 MI NORTHWEST OF NEWTOWN, IN RICHLAND
 LB1704'TOWNSHIP, ABOUT 875 FT SOUTH OF THE NORTH 1/4  CORNER OF THE SOUTHEAST
 LB1704'QUARTER OF SECTION 35, T 21 N, R 7 W.  OWNERSHIP--RICHARD  TAYLOR,
 LB1704'1884 EAST STATE HIGHWAY 55, NEWTOWN IN 47987.
 LB1704'
 LB1704'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 55 AND 341
 LB1704'IN NEWTOWN, GO  NORTHWEST FOR 1.6 MI ON STATE ROAD 55 TO A NORTH-SOUTH
 LB1704'FENCE LINE AND THE STATION ON  THE RIGHT.
 LB1704'
 LB1704'THE STATION IS SET IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT
 LB1704'PROJECTING 5 CM  ABOVE GROUND.  LOCATED 74.1 FT (22.6 M) NORTH AND
 LB1704'ACROSS HIGHWAY FROM THE NORTH FACE OF  A WOOD FENCE CORNER POST, 44.3
 LB1704'FT (13.5 M) NORTHEAST AND ACROSS HIGHWAY FROM THE NORTH  FACE OF POWER
 LB1704'POLE NUMBER 142 346, 24.9 FT (7.6 M) NORTHEAST OF THE CENTERLINE OF
 LB1704'THE  HIGHWAY AND 3.9 FT (1.2 M) NORTHEAST OF THE CENTER OF A WOOD
 LB1704'FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1536 ***********************************************************************
 LB1536  DESIGNATION -  W 97
 LB1536  PID         -  LB1536
 LB1536  STATE/COUNTY-  IN/FOUNTAIN
 LB1536  COUNTRY     -  US
 LB1536  USGS QUAD   -  MELLOTT (2019)
 LB1536
 LB1536                         *CURRENT SURVEY CONTROL
 LB1536  ______________________________________________________________________
 LB1536* NAD 83(1986) POSITION- 40 14 10.87   (N) 087 14 36.47   (W)   HD_HELD1
 LB1536* NAVD 88 ORTHO HEIGHT -   193.679 (meters)      635.43  (feet) ADJUSTED
 LB1536  ______________________________________________________________________
 LB1536  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 LB1536  DYNAMIC HEIGHT  -        193.581 (meters)      635.11  (feet) COMP
 LB1536  MODELED GRAVITY -    980,112.4   (mgal)                       NAVD 88
 LB1536
 LB1536  VERT ORDER      -  SECOND    CLASS 0
 LB1536
 LB1536.The horizontal coordinates were determined by differentially corrected
 LB1536.hand held GPS observations or other comparable positioning techniques
 LB1536.and have an estimated accuracy of +/- 3 meters.
 LB1536
 LB1536.The orthometric height was determined by differential leveling and
 LB1536.adjusted by the NATIONAL GEODETIC SURVEY
 LB1536.in June 1991.
 LB1536
 LB1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1536.GEOID18 height accuracy estimate available here.
 LB1536
 LB1536.Click photographs - Photos may exist for this station.
 LB1536
 LB1536.The dynamic height is computed by dividing the NAVD 88
 LB1536.geopotential number by the normal gravity value computed on the
 LB1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1536.degrees latitude (g = 980.6199 gals.).
 LB1536
 LB1536.The modeled gravity was interpolated from observed gravity values.
 LB1536
 LB1536;                    North         East    Units  Estimated Accuracy
 LB1536;SPC IN W     -   553,772.9     886,373.5     MT  (+/- 3 meters HH1 GPS) 
 LB1536
 LB1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7928954019(NAD 83)
 LB1536
 LB1536                          SUPERSEDED SURVEY CONTROL
 LB1536
 LB1536  NGVD 29 (??/??/92)  193.754  (m)          635.67   (f) ADJ UNCH    2 0
 LB1536
 LB1536.Superseded values are not recommended for survey control.
 LB1536
 LB1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1536.See file dsdata.pdf to determine how the superseded data were derived.
 LB1536
 LB1536_MARKER: DB = BENCH MARK DISK
 LB1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1536_STAMPING: W 97 1946
 LB1536_MARK LOGO: CGS
 LB1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1536+STABILITY: SURFACE MOTION
 LB1536
 LB1536  HISTORY     - Date     Condition        Report By
 LB1536  HISTORY     - 1946     MONUMENTED       CGS
 LB1536
 LB1536                          STATION DESCRIPTION
 LB1536
 LB1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1536'AT ROB ROY.
 LB1536'AT ROB ROY, AT THE JUNCTION OF U.S. HIGHWAY 41, STATE HIGHWAY 55,
 LB1536'AND A GRAVEL ROAD LEADING WEST, 28 FEET WEST OF THE CENTER LINE
 LB1536'OF U.S. HIGHWAY 41, 19 FEET SOUTH OF THE CENTER LINE OF THE
 LB1536'GRAVEL ROAD, 5.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH
 LB1536'OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LB1536'AND ABOUT 1 FOOT BELOW THE CENTER LINE OF HIGHWAY 41.  A STANDARD
 LB1536'DISK, STAMPED W 97 1946 AND SET IN THE TOP OF A CONCRETE POST.
 LB1536'NOTE-- THIS MARK WAS USED AS AN ADDITIONAL AZIMUTH MARK FOR
 LB1536'TRIANGULATION STATION ROB 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1470 ***********************************************************************
 LB1470  DESIGNATION -  W 98
 LB1470  PID         -  LB1470
 LB1470  STATE/COUNTY-  IN/BENTON
 LB1470  COUNTRY     -  US
 LB1470  USGS QUAD   -  BOSWELL (2019)
 LB1470
 LB1470                         *CURRENT SURVEY CONTROL
 LB1470  ______________________________________________________________________
 LB1470* NAD 83(1986) POSITION- 40 30 24.     (N) 087 22 42.     (W)   SCALED
 LB1470* NAVD 88 ORTHO HEIGHT -   228.330 (meters)      749.11  (feet) ADJUSTED
 LB1470  ______________________________________________________________________
 LB1470  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 LB1470  DYNAMIC HEIGHT  -        228.218 (meters)      748.75  (feet) COMP
 LB1470  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 LB1470
 LB1470  VERT ORDER      -  SECOND    CLASS 0
 LB1470
 LB1470.The horizontal coordinates were scaled from a map and have
 LB1470.an estimated accuracy of +/- 6 seconds.
 LB1470
 LB1470.The orthometric height was determined by differential leveling and
 LB1470.adjusted by the NATIONAL GEODETIC SURVEY
 LB1470.in June 1991.
 LB1470
 LB1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1470.GEOID18 height accuracy estimate available here.
 LB1470
 LB1470.Click photographs - Photos may exist for this station.
 LB1470
 LB1470.The dynamic height is computed by dividing the NAVD 88
 LB1470.geopotential number by the normal gravity value computed on the
 LB1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1470.degrees latitude (g = 980.6199 gals.).
 LB1470
 LB1470.The modeled gravity was interpolated from observed gravity values.
 LB1470
 LB1470;                    North         East    Units  Estimated Accuracy
 LB1470;SPC IN W     -   583,820.      875,000.      MT  (+/- 180 meters Scaled)
 LB1470
 LB1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679840(NAD 83)
 LB1470
 LB1470                          SUPERSEDED SURVEY CONTROL
 LB1470
 LB1470  NGVD 29 (??/??/92)  228.382  (m)          749.28   (f) ADJ UNCH    2 0
 LB1470
 LB1470.Superseded values are not recommended for survey control.
 LB1470
 LB1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1470.See file dsdata.pdf to determine how the superseded data were derived.
 LB1470
 LB1470_MARKER: DB = BENCH MARK DISK
 LB1470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1470_SP_SET: CULVERT HEADWALL
 LB1470_STAMPING: W 98 1946
 LB1470_MARK LOGO: CGS
 LB1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1470+STABILITY: SURFACE MOTION
 LB1470
 LB1470  HISTORY     - Date     Condition        Report By
 LB1470  HISTORY     - 1946     MONUMENTED       CGS
 LB1470
 LB1470                          STATION DESCRIPTION
 LB1470
 LB1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1470'0.8 MI S FROM BOSWELL.
 LB1470'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM ITS CROSSING
 LB1470'WITH THE NEW YORK, CHICAGO, AND ST. LOUIS RAILROAD AT BOSWELL,
 LB1470'AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, SET IN THE SOUTH
 LB1470'END OF THE WEST HEAD WALL OF A CONCRETE CULVERT, 17 FEET WEST
 LB1470'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER
 LB1470'OF THE ROAD LEADING WEST, 0.9 FOOT NORTH OF THE SOUTH END OF
 LB1470'THE HEAD WALL, AND ABOUT 1 FOOT BEOW THE HIGHWAY.  A STANDARD
 LB1470'DISK, STAMPED W 98 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1471 ***********************************************************************
 LB1471  DESIGNATION -  W 98 RESET
 LB1471  PID         -  LB1471
 LB1471  STATE/COUNTY-  IN/BENTON
 LB1471  COUNTRY     -  US
 LB1471  USGS QUAD   -  BOSWELL (2019)
 LB1471
 LB1471                         *CURRENT SURVEY CONTROL
 LB1471  ______________________________________________________________________
 LB1471* NAD 83(1986) POSITION- 40 30 24.     (N) 087 22 42.     (W)   SCALED
 LB1471* NAVD 88 ORTHO HEIGHT -   228.64  (meters)      750.1   (feet) RESET
 LB1471  ______________________________________________________________________
 LB1471  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 LB1471  VERT ORDER      -  THIRD
 LB1471
 LB1471.The horizontal coordinates were scaled from a map and have
 LB1471.an estimated accuracy of +/- 6 seconds.
 LB1471
 LB1471.The orthometric height was computed from unverified reset data.
 LB1471
 LB1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1471.GEOID18 height accuracy estimate available here.
 LB1471
 LB1471.Click photographs - Photos may exist for this station.
 LB1471
 LB1471;                    North         East    Units  Estimated Accuracy
 LB1471;SPC IN W     -   583,820.      875,000.      MT  (+/- 180 meters Scaled)
 LB1471
 LB1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679840(NAD 83)
 LB1471
 LB1471                          SUPERSEDED SURVEY CONTROL
 LB1471
 LB1471  NGVD 29 (08/22/16)  228.70   (m)          750.3    (f) RESET       3  
 LB1471
 LB1471.Superseded values are not recommended for survey control.
 LB1471
 LB1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1471.See file dsdata.pdf to determine how the superseded data were derived.
 LB1471
 LB1471_MARKER: DV = VERTICAL CONTROL DISK
 LB1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1471_STAMPING: W 98 RESET 1974
 LB1471_MARK LOGO: NGS
 LB1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1471+STABILITY: SURFACE MOTION
 LB1471
 LB1471  HISTORY     - Date     Condition        Report By
 LB1471  HISTORY     - 1974     MONUMENTED       NGS
 LB1471
 LB1471                          STATION DESCRIPTION
 LB1471
 LB1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LB1471'0.8 MI S FROM BOSWELL.
 LB1471'0.8 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM ITS CROSSING OF THE
 LB1471'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT BOSWELL, 86 FEET
 LB1471'NORTH OF THE CENTERLINE OF A PAVED ROAD WEST, 29 FEET WEST OF
 LB1471'THE CENTERLINE OF HIGHWAY 41 (OLD), 2 FEET EAST OF A FENCE,
 LB1471'1 FOOT EAST OF A METAL WITNESS POST, 2 FEET SOUTH OF A POWER POLE
 LB1471'AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1576 ***********************************************************************
 LB1576  DESIGNATION -  W 99
 LB1576  PID         -  LB1576
 LB1576  STATE/COUNTY-  IN/WARREN
 LB1576  COUNTRY     -  US
 LB1576  USGS QUAD   -  COVINGTON (2019)
 LB1576
 LB1576                         *CURRENT SURVEY CONTROL
 LB1576  ______________________________________________________________________
 LB1576* NAD 83(1986) POSITION- 40 11 18.     (N) 087 25 37.     (W)   SCALED
 LB1576* NAVD 88 ORTHO HEIGHT -   155.780 (meters)      511.09  (feet) ADJUSTED
 LB1576  ______________________________________________________________________
 LB1576  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 LB1576  DYNAMIC HEIGHT  -        155.701 (meters)      510.83  (feet) COMP
 LB1576  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 LB1576
 LB1576  VERT ORDER      -  SECOND    CLASS 0
 LB1576
 LB1576.The horizontal coordinates were scaled from a map and have
 LB1576.an estimated accuracy of +/- 6 seconds.
 LB1576
 LB1576.The orthometric height was determined by differential leveling and
 LB1576.adjusted by the NATIONAL GEODETIC SURVEY
 LB1576.in June 1991.
 LB1576
 LB1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1576.GEOID18 height accuracy estimate available here.
 LB1576
 LB1576.Click photographs - Photos may exist for this station.
 LB1576
 LB1576.The dynamic height is computed by dividing the NAVD 88
 LB1576.geopotential number by the normal gravity value computed on the
 LB1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1576.degrees latitude (g = 980.6199 gals.).
 LB1576
 LB1576.The modeled gravity was interpolated from observed gravity values.
 LB1576
 LB1576;                    North         East    Units  Estimated Accuracy
 LB1576;SPC IN W     -   548,490.      870,740.      MT  (+/- 180 meters Scaled)
 LB1576
 LB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK636487(NAD 83)
 LB1576
 LB1576                          SUPERSEDED SURVEY CONTROL
 LB1576
 LB1576  NGVD 29 (??/??/92)  155.837  (m)          511.28   (f) ADJ UNCH    2 0
 LB1576
 LB1576.Superseded values are not recommended for survey control.
 LB1576
 LB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1576.See file dsdata.pdf to determine how the superseded data were derived.
 LB1576
 LB1576_MARKER: DB = BENCH MARK DISK
 LB1576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1576_SP_SET: CULVERT HEADWALL
 LB1576_STAMPING: W 99 1946
 LB1576_MARK LOGO: CGS
 LB1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1576+STABILITY: SURFACE MOTION
 LB1576
 LB1576  HISTORY     - Date     Condition        Report By
 LB1576  HISTORY     - 1946     MONUMENTED       CGS
 LB1576
 LB1576                          STATION DESCRIPTION
 LB1576
 LB1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1576'6.6 MI SW FROM WEST LEBANON.
 LB1576'ABOUT 6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE POST
 LB1576'OFFICE AT WEST LEBANON, ABOUT 0.15 MILE SOUTHWEST OF A GRAVEL
 LB1576'ROAD LEADING NORTHWEST, SET IN THE SOUTHEAST HEAD WALL OF A
 LB1576'3 FOOT CONCRETE CULVERT, 23 FEET SOUTHEAST OF THE CENTER LINE
 LB1576'OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 LB1576'HEAD WALL.  A STANDARD DISK, STAMPED W 99 1946.  THIS MARK MAY
 LB1576'BE REACHED FROM THE COURT HOUSE AT COVINGTON, FOUNTAIN COUNTY, BY
 LB1576'GOING ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 34, THENCE
 LB1576'ABOUT 3.45 MILES NORTH ALONG STATE HIGHWAY 63.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7595 ***********************************************************************
 DR7595  DESIGNATION -  W OTTER LAKE
 DR7595  PID         -  DR7595
 DR7595  STATE/COUNTY-  IN/STEUBEN
 DR7595  COUNTRY     -  US
 DR7595  USGS QUAD   -  ORLAND (2019)
 DR7595
 DR7595                         *CURRENT SURVEY CONTROL
 DR7595  ______________________________________________________________________
 DR7595* NAD 83(1986) POSITION- 41 38 37.73   (N) 085 10 11.64   (W)   HD_HELD1
 DR7595* NAVD 88 ORTHO HEIGHT -   286.277 (meters)      939.23  (feet) ADJUSTED
 DR7595  ______________________________________________________________________
 DR7595  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 DR7595  DYNAMIC HEIGHT  -        286.167 (meters)      938.87  (feet) COMP
 DR7595  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 DR7595
 DR7595  VERT ORDER      -  SECOND    CLASS I
 DR7595
 DR7595.The horizontal coordinates were determined by differentially corrected
 DR7595.hand held GPS observations or other comparable positioning techniques
 DR7595.and have an estimated accuracy of +/- 3 meters.
 DR7595
 DR7595.The orthometric height was determined by differential leveling and
 DR7595.adjusted by the NATIONAL GEODETIC SURVEY
 DR7595.in March 2022.
 DR7595
 DR7595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7595.GEOID18 height accuracy estimate available here.
 DR7595
 DR7595.Click photographs - Photos may exist for this station.
 DR7595
 DR7595.The dynamic height is computed by dividing the NAVD 88
 DR7595.geopotential number by the normal gravity value computed on the
 DR7595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7595.degrees latitude (g = 980.6199 gals.).
 DR7595
 DR7595.The modeled gravity was interpolated from observed gravity values.
 DR7595
 DR7595;                    North         East    Units  Estimated Accuracy
 DR7595;SPC IN E     -   710,177.1     141,384.9     MT  (+/- 3 meters HH1 GPS) 
 DR7595
 DR7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5240911848(NAD 83)
 DR7595
 DR7595                          SUPERSEDED SURVEY CONTROL
 DR7595
 DR7595.No superseded survey control is available for this station.
 DR7595
 DR7595_MARKER: DB = BENCH MARK DISK
 DR7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7595_MARK LOGO: INDNR
 DR7595_PROJECTION: PROJECTING 30 CENTIMETERS
 DR7595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7595+STABILITY: SURFACE MOTION
 DR7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7595+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2018
 DR7595
 DR7595  HISTORY     - Date     Condition        Report By
 DR7595  HISTORY     - 20180213 MONUMENTED       INDNR
 DR7595  HISTORY     - 20180213 GOOD             INDOT
 DR7595
 DR7595                          STATION DESCRIPTION
 DR7595
 DR7595'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 DR7595'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF MONGO.
 DR7595'
 DR7595'TO REACH THE MARK GO 6.0 MI (9.7 KM) SOUTH OF ORLAND AND 4.6 MI (7.4
 DR7595'KM) NORTH-NORTHEAST OF STROH.  OWNERSHIP-- DNR, OTTER LAKE PUBLIC
 DR7595'ACCESS TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 DR7595'ROAD 327, TRAVEL EAST 0.24 MI (0.39 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7595'ENTRANCE TO OTTER LAKE PUBLIC ACCESS.  TURN RIGHT (SOUTH) INTO THE
 DR7595'ACCESS DRIVE AND TRAVEL 0.06 MI (0.10 KM) TO THE MONUMENT ON THE RIGHT
 DR7595'(WEST) SIDE OF THE DRIVE.
 DR7595'
 DR7595'IT IS LOCATED 115.2 FT (35.1 M) WEST OF THE NORTHWEST CORNER OF THE
 DR7595'NORTH POST OF THE SIGN LABELED CONSERVATION OFFICER PARKING ONLY,
 DR7595'147.9 FT (45.1 M) NORTHWEST OF THE SOUTH-SOUTHWEST CORNER OF A LOADING
 DR7595'PLATFORM ON THE WEST SIDE OF THE BOAT RAMP, 154.8 FT (47.2 M)
 DR7595'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE HANDICAP
 DR7595'PARKING PAD.
 DR7595'
 DR7595'NOTE-THE DISK IS SET ON A CONCRETE MONUMENT THAT ALSO HAS A PLAQUE
 DR7595'TABLET WITH W OTTER LAKE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2599 ***********************************************************************
 LB2599  DESIGNATION -  WAB
 LB2599  PID         -  LB2599
 LB2599  STATE/COUNTY-  IN/TIPPECANOE
 LB2599  COUNTRY     -  US
 LB2599  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2599
 LB2599                         *CURRENT SURVEY CONTROL
 LB2599  ______________________________________________________________________
 LB2599* NAD 83(1997) POSITION- 40 27 10.14817(N) 086 54 21.75518(W)   ADJUSTED
 LB2599* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 LB2599  ______________________________________________________________________
 LB2599  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 LB2599  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 LB2599  HORZ ORDER      -  THIRD
 LB2599
 LB2599.The horizontal coordinates were established by classical geodetic methods
 LB2599.and adjusted by the National Geodetic Survey in May 1999.
 LB2599
 LB2599.The orthometric height was scaled from a topographic map.
 LB2599
 LB2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2599.GEOID18 height accuracy estimate available here.
 LB2599
 LB2599.Click photographs - Photos may exist for this station.
 LB2599
 LB2599.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2599
 LB2599. The following values were computed from the NAD 83(1997) position.
 LB2599
 LB2599;                    North         East     Units Scale Factor Converg.
 LB2599;SPC IN W     -   577,811.613   915,038.522   MT  0.99996945   +0 06 54.1
 LB2599;SPC IN W     - 1,895,703.60  3,002,088.88   sFT  0.99996945   +0 06 54.1
 LB2599;UTM  16      - 4,478,021.901   507,966.905   MT  0.99960078   +0 03 39.5
 LB2599
 LB2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2599!SPC IN W     -   0.99997064  x   0.99996945  =   0.99994009
 LB2599!UTM  16      -   0.99997064  x   0.99960078  =   0.99957143
 LB2599
 LB2599:                Primary Azimuth Mark                     Grid Az
 LB2599:SPC IN W     -  WAB AZ MK 2                              115 29 09.7
 LB2599:UTM  16      -  WAB AZ MK 2                              115 32 24.3
 LB2599
 LB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0796678021(NAD 83)
 LB2599
 LB2599|---------------------------------------------------------------------|
 LB2599| PID    Reference Object                     Distance      Geod. Az  |
 LB2599|                                                           dddmmss.s |
 LB2599| LB2607 STATE SOLDIERS HOME STACK           APPROX. 2.4 KM 0320233.7 |
 LB2599| CD1396 WAB AZ MK 2                                        1153603.8 |
 LB2599| LB2614 LAFAYETTE ST MARYS CATH SPIRE       APPROX. 4.3 KM 1540847.2 |
 LB2599| CD1399 WAB RM 3                             27.208 METERS 17214     |
 LB2599| CD1397 WAB RM 1                             27.249 METERS 17227     |
 LB2599| LB2601 PURDUE UNIV HEAVILON HALL TWR       APPROX. 3.0 KM 1894621.6 |
 LB2599| LB2600 PURDUE UNIV HEATING PLT STK         APPROX. 2.9 KM 1921919.7 |
 LB2599| LB2612 PURDUE UNIV AIRPORT BEACON          APPROX. 4.5 KM 2060734.8 |
 LB2599| LB2615 WAB 2                                57.727 METERS 22424     |
 LB2599| CD1398 WAB RM 2                             30.715 METERS 26103     |
 LB2599| CD1395 WAB AZ MK                                          2722633.3 |
 LB2599| LB2608 STATE POLICE RADIO MAST             APPROX. 1.9 KM 2732312.7 |
 LB2599| CD1400 WAB 2 AZ MK                                        2775126.8 |
 LB2599|---------------------------------------------------------------------|
 LB2599
 LB2599                          SUPERSEDED SURVEY CONTROL
 LB2599
 LB2599  NAD 83(1986)-  40 27 10.15505(N)    086 54 21.76658(W) AD(       ) 3
 LB2599  NAD 27      -  40 27 10.03690(N)    086 54 21.71350(W) AD(       ) 3
 LB2599
 LB2599.Superseded values are not recommended for survey control.
 LB2599
 LB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2599.See file dsdata.pdf to determine how the superseded data were derived.
 LB2599
 LB2599_MARKER: DS = TRIANGULATION STATION DISK
 LB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2599_STAMPING: WAB 1948
 LB2599_MARK LOGO: CGS
 LB2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2599+STABILITY: SURFACE MOTION
 LB2599
 LB2599  HISTORY     - Date     Condition        Report By
 LB2599  HISTORY     - 1948     MONUMENTED       CGS
 LB2599  HISTORY     - 1965     GOOD             CGS
 LB2599  HISTORY     - 1966     GOOD             CGS
 LB2599  HISTORY     - 1968     GOOD             CGS
 LB2599  HISTORY     - 1975     GOOD             NGS
 LB2599  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB2599
 LB2599                          STATION DESCRIPTION
 LB2599
 LB2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2599'STATION IS LOCATED ON THE RIGHT OF WAY OF U. S. HIGHWAY 52 (BYPASS)
 LB2599'ABOUT 3 MILES NORTH OF LA FAYETTE AT THE INTERSECTION OF A GRAVEL
 LB2599'CROSSROAD.  IT IS 90 FEET NORTH OF A WHITE WITNESS POST, 86 FEET
 LB2599'SOUTHEAST OF THE INTERSECTION OF THE GRAVEL CROSSROAD AND 57 FEET
 LB2599'SOUTH OF THE CENTER OF HIGHWAY 52.  THE MARK PROJECTS ABOUT 6
 LB2599'INCHES AND THE DISK IS STAMPED WAB 1948.
 LB2599'
 LB2599'REFERENCE MARK NO. 1 IS 89.40 FEET SOUTH OF THE STATION.  IT IS 37
 LB2599'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF A WHITE
 LB2599'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2599'10 INCHES AND THE DISK IS STAMPED WAB NO 1 1948.
 LB2599'
 LB2599'REFERENCE MARK NO. 2 IS 100.80 FEET WEST OF THE STATION.  IT IS 88
 LB2599'FEET SOUTH OF THE CENTER OF HIGHWAY 52 AND 48 FEET WEST OF
 LB2599'CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LB2599'DISK IS STAMPED WAB NO 2 1948.
 LB2599'
 LB2599'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION.  IT IS 52 FEET SOUTH OF
 LB2599'CENTER OF HIGHWAY 52, 30 FEET WEST OF CENTER OF A PAVED ROAD, 2 FEET
 LB2599'SOUTHWEST OF A POWER POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 LB2599'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED WAB 1948.
 LB2599'
 LB2599'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND U. S.
 LB2599'HIGHWAY 52 (BYPASS) WHICH IS ABOUT 3 MILES NORTHWEST OF LA FAYETTE,
 LB2599'GO EAST ON HIGHWAY 52 (BYPASS) FOR 0.6 MILE TO THE AZIMUTH MARK ON
 LB2599'RIGHT AS DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.5 MILE TO THE
 LB2599'STATION ON RIGHT AT THE CROSSROAD AS DESCRIBED.
 LB2599'
 LB2599'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2599
 LB2599                          STATION RECOVERY (1965)
 LB2599
 LB2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 LB2599'WAB 1948 STATION RECOVERED IN GOOD CONDITION.
 LB2599'WAB NO 1 1948 RM 1-UPROOTED.
 LB2599'WAB NO 2 1948 RM 2-GOOD CONDITION.
 LB2599'AZ MK-NOT RECOVERED.
 LB2599'
 LB2599'RM 1 FOUND NEARLY COMPLETELY UPROOTED, CONCRETE POST CHIPPED.
 LB2599'
 LB2599'SITE OF AZ MK, INTERSECTION OF U. S. 52 AND SALISBURY ST., COMPLETELY
 LB2599'REBUILT RECENTLY.  MARK NOT FOUND AFTER LIMITED VISUAL SEARCH.
 LB2599'
 LB2599'DESCRIPTION OTHERWISE ADEQUATE.
 LB2599
 LB2599                          STATION RECOVERY (1966)
 LB2599
 LB2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LB2599'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LB2599'GOOD CONDITION AT THIS TIME.  REFERENCE MARK 1 WAS FOUND UPROOTED
 LB2599'AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH
 LB2599'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  SOME HIGHWAY ENGINEERS
 LB2599'WORKING IN THIS AREA SAID THAT IT WAS DESTROYED BY ROAD GRADING.
 LB2599'THE RADIO MAST USED IN THE PREVIOUS DESCRIPTION BLEW DOWN SEVERAL
 LB2599'YEARS AGO AND THE ONE INTERSECTED AT THIS TIME WAS BUILT IN ITS
 LB2599'PLACE.  THERE ARE SOME PRELIMINARY ROAD SURVEYS GOING ON IN THE
 LB2599'VICINITY OF THE STATION SITE BUT IT IS NOT KNOWN AT THIS TIME IF
 LB2599'THE STATION WILL HAVE TO BE MOVED OR NOT.  A NEW DESCRIPTION TO THE
 LB2599'STATION FOLLOWS.
 LB2599'
 LB2599'STATION IS LOCATED ABOUT 3 MILES NORTH OF LAFAYETTE, ON U. S.
 LB2599'HIGHWAY 52 BYPASS, DIRECTLY SOUTH AND ACROSS THE HIGHWAY FORM THE
 LB2599'RIVERVIEW APARTMENTS.  IT IS 75 FEET SOUTHEAST OF THE INTERSECTION
 LB2599'OF THE HIGHWAY AND A PAVED ROAD SOUTH, 60 FEET SOUTH OF THE
 LB2599'CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF THE CENTERLINE OF THE
 LB2599'PAVED ROAD AND 28 FEET SOUTHEAST OF A SIGNAL LIGHT POLE.  THE
 LB2599'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED WAB 1948.
 LB2599'
 LB2599'REFERENCE MARK 2 IS 42 FEET WEST OF THE CENTERLINE OF THE PAVED
 LB2599'ROAD, 27 FEET SOUTHWEST OF A CONCRETE CULVERT AND 16 FEET SOUTHWEST
 LB2599'OF A METAL STOP SIGN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2599'WAB NO 2 1949.
 LB2599'
 LB2599'REFERENCE MARK 3 IS 31 FEET EAST OF A METAL STREET LIGHT POLE AND 30
 LB2599'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 LB2599'PROJECTS 6 INCHES AND THE DISK IS STAMPED WAB 1949 NO 3 1966.
 LB2599'
 LB2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 LB2599'LAFAYETTE.
 LB2599'
 LB2599'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2599
 LB2599                          STATION RECOVERY (1968)
 LB2599
 LB2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2599'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED IN THE
 LB2599'1966 RECOVERY NOTE.  REFERENCE MARK 3 WAS FOUND LEANING SLIGHTLY TO
 LB2599'THE EAST BUT SOLID AND AS DESCRIBED.  AN AZIMUTH MARK WAS SET AT
 LB2599'THIS TIME AND POLARIS OBSERVATIONS MADE.  THE 1966 RECOVERY NOTE IS
 LB2599'GOOD WITH THE FOLLOWING INFORMATION ON THE NEW AZIMUTH MARK.
 LB2599'
 LB2599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAB 1948 1968 SET IN A
 LB2599'DRILL HOLE IN A CONCRETE HEADWALL ON THE NORTHWEST SIDE OF THE
 LB2599'ENTRANCE DRIVE TO THE WHISPERING WINDS APARTMENTS, 89 FEET
 LB2599'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 27 FEET
 LB2599'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 443, 22 FEET
 LB2599'NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, 16 FEET SOUTHWEST OF A
 LB2599'TELEPHONE POLE AND 16 FEET WEST OF A BRICK DRIVEWAY ENTRANCE
 LB2599'FENCE.
 LB2599'
 LB2599'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 LB2599'HIGHWAY 443 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 LB2599'
 LB2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST LAFAYETTE.
 LB2599'
 LB2599'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2599
 LB2599                          STATION RECOVERY (1975)
 LB2599
 LB2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LB2599'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LB2599'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 52
 LB2599'BYPASS WILL DESTROY THE STATION, REFERENCE MARKS AND THE AZIMUTH
 LB2599'MARK.  THESE MARKS WERE LEFT INTACT AS PER REQUEST OF PURDUE
 LB2599'UNIVERSITY ENGINEERING CLASS.  FOR DETAILS, SEE THE DESCRIPTION
 LB2599'WAB 2.
 LB2599'
 LB2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST
 LB2599'LAFAYETTE.
 LB2599
 LB2599                          STATION RECOVERY (2014)
 LB2599
 LB2599'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB2599'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2615 ***********************************************************************
 LB2615  DESIGNATION -  WAB 2
 LB2615  PID         -  LB2615
 LB2615  STATE/COUNTY-  IN/TIPPECANOE
 LB2615  COUNTRY     -  US
 LB2615  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB2615
 LB2615                         *CURRENT SURVEY CONTROL
 LB2615  ______________________________________________________________________
 LB2615* NAD 83(1997) POSITION- 40 27 08.81087(N) 086 54 23.46908(W)   NO CHECK
 LB2615* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 LB2615  ______________________________________________________________________
 LB2615  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 LB2615  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 LB2615  HORZ ORDER      -  THIRD
 LB2615
 LB2615.The horizontal coordinates were established by classical geodetic methods
 LB2615.and adjusted by the National Geodetic Survey in May 1999.
 LB2615
 LB2615.No horizontal observational check was made to the station.
 LB2615
 LB2615.The orthometric height was scaled from a topographic map.
 LB2615
 LB2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2615.GEOID18 height accuracy estimate available here.
 LB2615
 LB2615.Click photographs - Photos may exist for this station.
 LB2615
 LB2615.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2615
 LB2615. The following values were computed from the NAD 83(1997) position.
 LB2615
 LB2615;                    North         East     Units Scale Factor Converg.
 LB2615;SPC IN W     -   577,770.284   914,998.221   MT  0.99996943   +0 06 53.0
 LB2615;SPC IN W     - 1,895,568.01  3,001,956.66   sFT  0.99996943   +0 06 53.0
 LB2615;UTM  16      - 4,477,980.625   507,926.580   MT  0.99960077   +0 03 38.3
 LB2615
 LB2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2615!SPC IN W     -   0.99997079  x   0.99996943  =   0.99994022
 LB2615!UTM  16      -   0.99997079  x   0.99960077  =   0.99957157
 LB2615
 LB2615:                Primary Azimuth Mark                     Grid Az
 LB2615:SPC IN W     -  WAB 2 AZ MK                              282 29 35.2
 LB2615:UTM  16      -  WAB 2 AZ MK                              282 32 49.9
 LB2615
 LB2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0792677980(NAD 83)
 LB2615
 LB2615|---------------------------------------------------------------------|
 LB2615| PID    Reference Object                     Distance      Geod. Az  |
 LB2615|                                                           dddmmss.s |
 LB2615| CD1398 WAB RM 2                                           01520     |
 LB2615| LB2599 WAB                                  57.727 METERS 04424     |
 LB2615| CD1399 WAB RM 3                                           07204     |
 LB2615| CD1401 WAB 2 RM 4                           18.019 METERS 10800     |
 LB2615| CD1400 WAB 2 AZ MK                                        2823628.2 |
 LB2615| CC9555 WAB 2 RM 5                           13.510 METERS 29038     |
 LB2615|---------------------------------------------------------------------|
 LB2615
 LB2615                          SUPERSEDED SURVEY CONTROL
 LB2615
 LB2615  NAD 83(1986)-  40 27 08.81775(N)    086 54 23.48048(W) AD(       ) 3
 LB2615  NAD 27      -  40 27 08.69961(N)    086 54 23.42737(W) AD(       ) 3
 LB2615
 LB2615.Superseded values are not recommended for survey control.
 LB2615
 LB2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2615.See file dsdata.pdf to determine how the superseded data were derived.
 LB2615
 LB2615_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2615_STAMPING: WAB 2 1975
 LB2615_MARK LOGO: NGS
 LB2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2615+STABILITY: SURFACE MOTION
 LB2615
 LB2615  HISTORY     - Date     Condition        Report By
 LB2615  HISTORY     - 1975     MONUMENTED       NGS
 LB2615  HISTORY     - 20140710 MARK NOT FOUND   GRWAS
 LB2615
 LB2615                          STATION DESCRIPTION
 LB2615
 LB2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LB2615'STATION IS LOCATED AT THE SOUTHEAST EDGE OF WEST LAFAYETTE, ALONG
 LB2615'U.S. HIGHWAY 52 BYPASS, AND ACROSS THE HIGHWAY FROM THE RIVERVIEW
 LB2615'APARTMENTS.  IT IS 98 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LB2615'94 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SINGLE STORY BRICK
 LB2615'HOUSE, 59 FEET NORTHEAST OF POWER POLE NO. 42-502, 58 FEET NORTH
 LB2615'OF POWER POLE NO. 42-503 AND ON STATE HIGHWAY 52 BYPASS
 LB2615'RIGHT-OF-WAY.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 LB2615'STAMPED WAB 2 1975.
 LB2615'
 LB2615'REFERENCE MARK 4 IS 110 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB2615'HIGHWAY, 98 FEET NORTHWEST OF POWER POLE NO. 42-504, 88 FEET
 LB2615'EAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, AND 64 FEET EAST
 LB2615'OF POWER POLE NO. 42-503.  THE MONUMENT IS UNDERGROUND ABOUT 2
 LB2615'INCHES AND THE DISK IS STAMPED WAB 2 NO 4 1975.
 LB2615'
 LB2615'REFERENCE MARK 5 IS 82 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 LB2615'70 FEET NORTH OF POWER POLE NO. 42-502 AND 60 FEET NORTH OF A
 LB2615'MANHOLE THAT PROJECTS ABOUT A FOOT.  THE MONUMENT IS FLUSH AND
 LB2615'THE DISK IS STAMPED WAB 2 NO 5 1975.
 LB2615'
 LB2615'AZIMUTH MARK IS 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LB2615'CINEMA WEST THEATER, 71 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 LB2615'44 FEET NORTHEAST OF THE CENTERLINE OF THE SERVICE ROAD.  THE
 LB2615'DISK IS CEMENTED IN A DRILL HOLE IN A CONCRETE CURBING ALONG THE
 LB2615'NORTHWEST SIDE OF THE UNIVERSITY SQUARE OFFICES BUILDINGS.  THE
 LB2615'DISK IS STAMPED WAB 2 AZ MK 2 1975.
 LB2615'
 LB2615'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 52 BYPASS
 LB2615'AND U.S. HIGHWAY 231 (UNIVERSITY AVENUE), GO EAST ON HIGHWAY 52
 LB2615'BYPASS FOR 0.95 MILE TO THE CINEMA THEATER ON THE LEFT AND THE
 LB2615'AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.25
 LB2615'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LB2615'
 LB2615'NEAREST TOWN--AT WEST LAFAYETTE.
 LB2615'
 LB2615'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2615
 LB2615                          STATION RECOVERY (2014)
 LB2615
 LB2615'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BZ)
 LB2615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2402 ***********************************************************************
 LB2402  DESIGNATION -  WABASH
 LB2402  PID         -  LB2402
 LB2402  STATE/COUNTY-  IN/CASS
 LB2402  COUNTRY     -  US
 LB2402  USGS QUAD   -  ANOKA (2019)
 LB2402
 LB2402                         *CURRENT SURVEY CONTROL
 LB2402  ______________________________________________________________________
 LB2402* NAD 83(1997) POSITION- 40 44 28.53753(N) 086 20 55.48015(W)   ADJUSTED
 LB2402* NAVD 88 ORTHO HEIGHT -   185.43  (+/-2cm)      608.4   (feet) VERTCON3
 LB2402  ______________________________________________________________________
 LB2402  GEOID HEIGHT    -        -34.197 (meters)                     GEOID18
 LB2402  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 LB2402  HORZ ORDER      -  SECOND
 LB2402  VERT ORDER      -  THIRD ? (See Below)
 LB2402
 LB2402.The horizontal coordinates were established by classical geodetic methods
 LB2402.and adjusted by the National Geodetic Survey in May 1999.
 LB2402
 LB2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2402
 LB2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2402.GEOID18 height accuracy estimate available here.
 LB2402
 LB2402.The vertical order pertains to the NGVD 29 superseded value.
 LB2402
 LB2402.Click photographs - Photos may exist for this station.
 LB2402
 LB2402.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2402
 LB2402. The following values were computed from the NAD 83(1997) position.
 LB2402
 LB2402;                    North         East     Units Scale Factor Converg.
 LB2402;SPC IN E     -   610,049.559    42,391.146   MT  1.00000750   -0 26 42.6
 LB2402;SPC IN E     - 2,001,470.93    139,078.28   sFT  1.00000750   -0 26 42.6
 LB2402;SPC IN W     -   610,085.346   962,044.013   MT  1.00001403   +0 28 46.0
 LB2402;SPC IN W     - 2,001,588.34  3,156,306.07   sFT  1.00001403   +0 28 46.0
 LB2402;UTM  16      - 4,510,239.115   554,985.390   MT  0.99963721   +0 25 30.2
 LB2402
 LB2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2402!SPC IN E     -   0.99997628  x   1.00000750  =   0.99998378
 LB2402!SPC IN W     -   0.99997628  x   1.00001403  =   0.99999031
 LB2402!UTM  16      -   0.99997628  x   0.99963721  =   0.99961350
 LB2402
 LB2402:                Primary Azimuth Mark                     Grid Az
 LB2402:SPC IN E     -  YARDE                                    124 46 23.0
 LB2402:SPC IN W     -  YARDE                                    123 50 54.4
 LB2402:UTM  16      -  YARDE                                    123 54 10.2
 LB2402
 LB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5498510239(NAD 83)
 LB2402
 LB2402|---------------------------------------------------------------------|
 LB2402| PID    Reference Object                     Distance      Geod. Az  |
 LB2402|                                                           dddmmss.s |
 LB2402| LB2403 YARDE                               APPROX. 0.7 KM 1241940.4 |
 LB2402|---------------------------------------------------------------------|
 LB2402
 LB2402                          SUPERSEDED SURVEY CONTROL
 LB2402
 LB2402  NAD 83(1986)-  40 44 28.54585(N)    086 20 55.49754(W) AD(       ) 2
 LB2402  NAD 27      -  40 44 28.38570(N)    086 20 55.50240(W) AD(       ) 2
 LB2402  USSD        -  40 44 28.41200(N)    086 20 55.34100(W) AD(       ) 3
 LB2402  NGVD 29             185.55   (m)          608.8    (f) LEVELING    3  
 LB2402
 LB2402.Superseded values are not recommended for survey control.
 LB2402
 LB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2402.See file dsdata.pdf to determine how the superseded data were derived.
 LB2402
 LB2402_MARKER: DS = TRIANGULATION STATION DISK
 LB2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2402_STAMPING: WABASH 1920
 LB2402_MARK LOGO: CGS
 LB2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2402+STABILITY: SURFACE MOTION
 LB2402
 LB2402  HISTORY     - Date     Condition        Report By
 LB2402  HISTORY     - 1920     MONUMENTED       CGS
 LB2402
 LB2402                          STATION DESCRIPTION
 LB2402
 LB2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2402'THE STATION IS 1-1/2 MILES S OF THE PENNSYLVANIA RAILROAD DEPOT AT
 LB2402'LOGANSPORT, ON THE W SIDE OF THE TRACK, 160 YARDS S OF THE RAILROAD
 LB2402'BRIDGE OVER THE WABASH RIVER, ABOUT 50 YARDS N OF THE MILEPOST C
 LB2402'196, 85 YARDS N OF THE SWITCH TOWER, 5.135 METERS (16.85 FEET) W
 LB2402'OF THE W AND NEAREST RAIL OF THE OUTGOING TRACK.  THE STATION AND
 LB2402'UNDERGROUND MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 LB2402'DESCRIBED.  THERE IS NO REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1699 ***********************************************************************
 MD1699  DESIGNATION -  WABASH
 MD1699  PID         -  MD1699
 MD1699  STATE/COUNTY-  IN/ELKHART
 MD1699  COUNTRY     -  US
 MD1699  USGS QUAD   -  MILLERSBURG (2019)
 MD1699
 MD1699                         *CURRENT SURVEY CONTROL
 MD1699  ______________________________________________________________________
 MD1699* NAD 83(1997) POSITION- 41 31 17.21024(N) 085 41 35.56755(W)   ADJUSTED
 MD1699* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 MD1699  ______________________________________________________________________
 MD1699  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 MD1699  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 MD1699  HORZ ORDER      -  SECOND
 MD1699
 MD1699.The horizontal coordinates were established by classical geodetic methods
 MD1699.and adjusted by the National Geodetic Survey in May 1999.
 MD1699
 MD1699.The orthometric height was scaled from a topographic map.
 MD1699
 MD1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1699.GEOID18 height accuracy estimate available here.
 MD1699
 MD1699.Click photographs - Photos may exist for this station.
 MD1699
 MD1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1699
 MD1699. The following values were computed from the NAD 83(1997) position.
 MD1699
 MD1699;                    North         East     Units Scale Factor Converg.
 MD1699;SPC IN E     -   696,467.995    97,784.271   MT  0.99996673   -0 01 03.4
 MD1699;SPC IN E     - 2,284,995.41    320,813.90   sFT  0.99996673   -0 01 03.4
 MD1699;UTM  16      - 4,597,469.613   609,033.218   MT  0.99974630   +0 51 58.9
 MD1699
 MD1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1699!SPC IN E     -   0.99996260  x   0.99996673  =   0.99992933
 MD1699!UTM  16      -   0.99996260  x   0.99974630  =   0.99970891
 MD1699
 MD1699:                Primary Azimuth Mark                     Grid Az
 MD1699:SPC IN E     -  WABASH AZ MK                             181 43 19.7
 MD1699:UTM  16      -  WABASH AZ MK                             180 50 17.4
 MD1699
 MD1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0903397469(NAD 83)
 MD1699
 MD1699|---------------------------------------------------------------------|
 MD1699| PID    Reference Object                     Distance      Geod. Az  |
 MD1699|                                                           dddmmss.s |
 MD1699| CC9557 WABASH RM 1                          30.605 METERS 06842     |
 MD1699| CC9556 WABASH AZ MK                                       1814216.3 |
 MD1699| CC9558 WABASH RM 2                          33.061 METERS 23417     |
 MD1699| MD1721 GOSHEN MUNICIPAL AIRPORT BCN        APPROX. 8.3 KM 2713322.6 |
 MD1699|---------------------------------------------------------------------|
 MD1699
 MD1699                          SUPERSEDED SURVEY CONTROL
 MD1699
 MD1699  NAD 83(1995)-  41 31 17.21220(N)    085 41 35.57529(W) AD(       ) 2
 MD1699  NAD 83(1994)-  41 31 17.21221(N)    085 41 35.57614(W) AD(       ) 2
 MD1699  NAD 83(1986)-  41 31 17.21254(N)    085 41 35.57687(W) AD(       ) 2
 MD1699  NAD 27      -  41 31 17.03370(N)    085 41 35.62080(W) AD(       ) 2
 MD1699
 MD1699.Superseded values are not recommended for survey control.
 MD1699
 MD1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1699.See file dsdata.pdf to determine how the superseded data were derived.
 MD1699
 MD1699_MARKER: DS = TRIANGULATION STATION DISK
 MD1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1699_STAMPING: WABASH 1947
 MD1699_MARK LOGO: CGS
 MD1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1699+STABILITY: SURFACE MOTION
 MD1699
 MD1699  HISTORY     - Date     Condition        Report By
 MD1699  HISTORY     - 1947     MONUMENTED       CGS
 MD1699  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1699
 MD1699                          STATION DESCRIPTION
 MD1699
 MD1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1699'STATION IS LOCATED IN THE SOUTH SECTION OF MILLERSBURG ON THE EAST
 MD1699'SIDE OF STATE HIGHWAY 13 AND ON THE WABASH RAILROAD RIGHT-OF-WAY.  IT
 MD1699'IS 95 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 13 AND THE
 MD1699'WABASH RAILROAD, 84.5 FEET SOUTH OF THE SOUTH RAIL, 68 FEET EAST OF
 MD1699'THE CENTER OF THE HIGHWAY, 14 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 MD1699'FENCE AND 3.6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 MD1699'ABOUT 4 INCHES AND THE DISK IS STAMPED WABASH 1947.
 MD1699'
 MD1699'REFERENCE MARK NO. 1 IS 100.41 FEET NORTHEAST OF THE STATION.  IT IS
 MD1699'97 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND ONE FOOT NORTH OF
 MD1699'THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1699'WABASH NO 1 1947.
 MD1699'
 MD1699'REFERENCE MARK NO. 2 IS 108.47 FEET SOUTHWEST OF THE STATION ON THE
 MD1699'WEST SIDE OF HIGHWAY 13.  IT IS 22.5 FEET WEST OF THE CENTER OF THE
 MD1699'HIGHWAY AND 42 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 4
 MD1699'INCHES AND THE DISK IS STAMPED WABASH NO 2 1947.
 MD1699'
 MD1699'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE EAST SIDE OF
 MD1699'STATE HIGHWAY 13.  IT IS 51.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 MD1699'OF A WHITE HOUSE, 2 FEET EAST OF A WHITE WITNESS POST AND 1.5 FEET
 MD1699'NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND AND
 MD1699'THE DISK IS STAMPED WABASH 1947.
 MD1699'
 MD1699'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1699
 MD1699                          STATION RECOVERY (1980)
 MD1699
 MD1699'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1699'WABASH 1947 NOT FOUND, PRESUMED BURIED UNDER 4 FEET OF FILL DIRT AT
 MD1699'LOCATION.  WABASH NO. 1 1947 NOT FOUND.  WABASH NO. 2 1947 NOT FOUND.
 MD1699'AZIMUTH MARK FOUND AS DESCRIBED.  DISTANCE AND DIRECTION FROM NEAREST
 MD1699'TOWN--SOUTH SIDE OF MILLERSBURG, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2226 ***********************************************************************
 LA2226  DESIGNATION -  WABASH ASBESTOS MFG WATER TANK
 LA2226  PID         -  LA2226
 LA2226  STATE/COUNTY-  IN/WABASH
 LA2226  COUNTRY     -  US
 LA2226  USGS QUAD   -  WABASH (2019)
 LA2226
 LA2226                         *CURRENT SURVEY CONTROL
 LA2226  ______________________________________________________________________
 LA2226* NAD 83(1997) POSITION- 40 48 47.79166(N) 085 48 36.91042(W)   ADJUSTED
 LA2226  ______________________________________________________________________
 LA2226  GEOID HEIGHT    -        -34.217 (meters)                     GEOID18
 LA2226  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 LA2226  HORZ ORDER      -  THIRD
 LA2226
 LA2226.The horizontal coordinates were established by classical geodetic methods
 LA2226.and adjusted by the National Geodetic Survey in May 1999.
 LA2226
 LA2226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2226.GEOID18 height accuracy estimate available here.
 LA2226
 LA2226.Click photographs - Photos may exist for this station.
 LA2226
 LA2226.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2226
 LA2226. The following values were computed from the NAD 83(1997) position.
 LA2226
 LA2226;                    North         East     Units Scale Factor Converg.
 LA2226;SPC IN E     -   617,832.656    87,885.719   MT  0.99996847   -0 05 37.9
 LA2226;SPC IN E     - 2,027,005.97    288,338.40   sFT  0.99996847   -0 05 37.9
 LA2226;UTM  16      - 4,518,710.176   600,342.466   MT  0.99972393   +0 46 39.6
 LA2226
 LA2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0034218710(NAD 83)
 LA2226
 LA2226                          SUPERSEDED SURVEY CONTROL
 LA2226
 LA2226  NAD 83(1986)-  40 48 47.79540(N)    085 48 36.92272(W) AD(       ) 3
 LA2226  NAD 27      -  40 48 47.63500(N)    085 48 36.97900(W) AD(       ) 3
 LA2226
 LA2226.Superseded values are not recommended for survey control.
 LA2226
 LA2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2226.See file dsdata.pdf to determine how the superseded data were derived.
 LA2226
 LA2226_MARKER: 53 = ELEVATED TANK
 LA2226
 LA2226  HISTORY     - Date     Condition        Report By
 LA2226  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2226
 LA2226                          STATION DESCRIPTION
 LA2226
 LA2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2226'STATION IS LOCATED IN THE NORTHEASTERN SECTION OF WABASH, 300 FEET
 LA2226'EAST OF INTERSECTION OF
 LA2226'SUPERIOR AND MANCHESTER STREETS.  IT IS A SMALL BLACK TANK ATOP A
 LA2226'FOUR- LEGGED STEEL STRUCTURE, AND
 LA2226'ABOUT 150 FEET HIGH.  THE POINT OBSERVED ON WAS THE SMALL
 LA2226'BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2230 ***********************************************************************
 LA2230  DESIGNATION -  WABASH CO CTHSE CLOCKTOWER
 LA2230  PID         -  LA2230
 LA2230  STATE/COUNTY-  IN/WABASH
 LA2230  COUNTRY     -  US
 LA2230  USGS QUAD   -  WABASH (2019)
 LA2230
 LA2230                         *CURRENT SURVEY CONTROL
 LA2230  ______________________________________________________________________
 LA2230* NAD 83(1997) POSITION- 40 47 54.10802(N) 085 49 17.12604(W)   ADJUSTED
 LA2230  ______________________________________________________________________
 LA2230  GEOID HEIGHT    -        -34.235 (meters)                     GEOID18
 LA2230  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 LA2230  HORZ ORDER      -  THIRD
 LA2230
 LA2230.The horizontal coordinates were established by classical geodetic methods
 LA2230.and adjusted by the National Geodetic Survey in May 1999.
 LA2230
 LA2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2230.GEOID18 height accuracy estimate available here.
 LA2230
 LA2230.Click photographs - Photos may exist for this station.
 LA2230
 LA2230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2230
 LA2230. The following values were computed from the NAD 83(1997) position.
 LA2230
 LA2230;                    North         East     Units Scale Factor Converg.
 LA2230;SPC IN E     -   616,178.320    86,940.305   MT  0.99996877   -0 06 04.0
 LA2230;SPC IN E     - 2,021,578.37    285,236.65   sFT  0.99996877   -0 06 04.0
 LA2230;UTM  16      - 4,517,042.065   599,422.547   MT  0.99972166   +0 46 12.5
 LA2230
 LA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9942217042(NAD 83)
 LA2230
 LA2230                          SUPERSEDED SURVEY CONTROL
 LA2230
 LA2230  NAD 83(1986)-  40 47 54.11185(N)    085 49 17.13836(W) AD(       ) 3
 LA2230  NAD 27      -  40 47 53.95300(N)    085 49 17.19200(W) AD(       ) 3
 LA2230
 LA2230.Superseded values are not recommended for survey control.
 LA2230
 LA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2230.See file dsdata.pdf to determine how the superseded data were derived.
 LA2230
 LA2230_MARKER: 55 = TOWER
 LA2230
 LA2230  HISTORY     - Date     Condition        Report By
 LA2230  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2230
 LA2230                          STATION DESCRIPTION
 LA2230
 LA2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2230'STATION IS LOCATED IN DOWNTOWN WABASH.  IT IS LOCATED IN THE CENTER
 LA2230'OF THE ROOF OF A LARGE
 LA2230'STONE AND BRICK BUILDING AND HAS A CLOCK ON ALL FOUR SIDES.  THE
 LA2230'POINT OBSERVED ON WAS THE POINT ON
 LA2230'TOP OF THE CLOCKTOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5966 ***********************************************************************
 DM5966  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5966  DESIGNATION -  WABASH CORS ARP
 DM5966  CORS_ID     -  INWB
 DM5966  PID         -  DM5966
 DM5966  STATE/COUNTY-  IN/WABASH
 DM5966  COUNTRY     -  US
 DM5966  USGS QUAD   -  WABASH (2019)
 DM5966
 DM5966                         *CURRENT SURVEY CONTROL
 DM5966  ______________________________________________________________________
 DM5966* NAD 83(2011) POSITION- 40 49 29.02312(N) 085 48 11.62168(W)   ADJUSTED
 DM5966* NAD 83(2011) ELLIP HT-   218.504 (meters)        (04/??/25)   ADJUSTED
 DM5966* NAD 83(2011) EPOCH   -  2010.00
 DM5966  ______________________________________________________________________
 DM5966  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 DM5966  NAD 83(2011) X  -    353,725.483 (meters)                     COMP
 DM5966  NAD 83(2011) Y  - -4,820,543.038 (meters)                     COMP
 DM5966  NAD 83(2011) Z  -  4,147,856.666 (meters)                     COMP
 DM5966
 DM5966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5966  Standards:
 DM5966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5966  -------------------------------------------------------------------
 DM5966  NETWORK    0.06   0.10           0.03   0.02   0.05     -0.30348600
 DM5966  -------------------------------------------------------------------
 DM5966
 DM5966.The coordinates were established by GPS observations
 DM5966.and adjusted by the National Geodetic Survey in April 2025.
 DM5966
 DM5966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5966.been affixed to the stable North American Tectonic Plate. 
 DM5966
 DM5966.The coordinates are valid at the epoch date displayed above
 DM5966.which is a decimal equivalence of Year/Month/Day.
 DM5966
 DM5966.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5966.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5966.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5966.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5966.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5966.published epoch of 2010.00.
 DM5966
 DM5966.Additional information on MYCS is available at:
 DM5966.https://geodesy.noaa.gov/CORS/index.shtml
 DM5966
 DM5966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5966.GEOID18 height accuracy estimate available here.
 DM5966
 DM5966.The PID for the CORS L1 Phase Center is DS2897.
 DM5966
 DM5966.Click photographs - Photos may exist for this station.
 DM5966
 DM5966.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5966
 DM5966.The ellipsoidal height was determined by GPS observations
 DM5966.and is referenced to NAD 83.
 DM5966
 DM5966. The following values were computed from the NAD 83(2011) position.
 DM5966
 DM5966;                    North         East     Units Scale Factor Converg.
 DM5966;SPC IN E     -   619,103.548    88,480.366   MT  0.99996830   -0 05 21.4
 DM5966;SPC IN E     - 2,031,175.56    290,289.33   sFT  0.99996830   -0 05 21.4
 DM5966;UTM  16      - 4,519,989.655   600,917.571   MT  0.99972535   +0 46 56.8
 DM5966
 DM5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5966!SPC IN E     -   0.99996573  x   0.99996830  =   0.99993403
 DM5966!UTM  16      -   0.99996573  x   0.99972535  =   0.99969109
 DM5966
 DM5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0091719989(NAD 83)
 DM5966
 DM5966                          SUPERSEDED SURVEY CONTROL
 DM5966
 DM5966  NAD 83(2011)-  40 49 29.02349(N)    085 48 11.62149(W) AD(2010.00) c
 DM5966  ELLIP H (08/??/24)  218.501  (m)                       GP(2010.00) c c
 DM5966  NAD 83(2011)-  40 49 29.02324(N)    085 48 11.62170(W) AD(2010.00) c
 DM5966  ELLIP H (06/??/19)  218.505  (m)                       GP(2010.00) c c
 DM5966  NAD 83(2011)-  40 49 29.02324(N)    085 48 11.62168(W) AD(2010.00) c
 DM5966  ELLIP H (08/??/11)  218.496  (m)                       GP(2010.00) c c
 DM5966  NAD 83(CORS)-  40 49 29.02364(N)    085 48 11.62277(W) AD(2002.00) c
 DM5966  ELLIP H (03/??/11)  218.476  (m)                       GP(2002.00) c c
 DM5966
 DM5966.Superseded values are not recommended for survey control.
 DM5966
 DM5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5966.See file dsdata.pdf to determine how the superseded data were derived.
 DM5966
 DM5966_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5966
 DM5966                          STATION DESCRIPTION
 DM5966
 DM5966'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5966'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5966'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5966'AND LOG FILES ACCESSIBLE AT:
 DM5966'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2228 ***********************************************************************
 LA2228  DESIGNATION -  WABASH GENERAL TIRE RUBBER TK
 LA2228  PID         -  LA2228
 LA2228  STATE/COUNTY-  IN/WABASH
 LA2228  COUNTRY     -  US
 LA2228  USGS QUAD   -  WABASH (2019)
 LA2228
 LA2228                         *CURRENT SURVEY CONTROL
 LA2228  ______________________________________________________________________
 LA2228* NAD 83(1997) POSITION- 40 48 01.11462(N) 085 50 19.47864(W)   ADJUSTED
 LA2228  ______________________________________________________________________
 LA2228  GEOID HEIGHT    -        -34.233 (meters)                     GEOID18
 LA2228  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 LA2228  HORZ ORDER      -  THIRD
 LA2228
 LA2228.The horizontal coordinates were established by classical geodetic methods
 LA2228.and adjusted by the National Geodetic Survey in May 1999.
 LA2228
 LA2228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2228.GEOID18 height accuracy estimate available here.
 LA2228
 LA2228.Click photographs - Photos may exist for this station.
 LA2228
 LA2228.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2228
 LA2228. The following values were computed from the NAD 83(1997) position.
 LA2228
 LA2228;                    North         East     Units Scale Factor Converg.
 LA2228;SPC IN E     -   616,397.171    85,479.110   MT  0.99996926   -0 06 44.8
 LA2228;SPC IN E     - 2,022,296.39    280,442.71   sFT  0.99996926   -0 06 44.8
 LA2228;UTM  16      - 4,517,238.622   597,958.557   MT  0.99971811   +0 45 31.9
 LA2228
 LA2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9795817238(NAD 83)
 LA2228
 LA2228                          SUPERSEDED SURVEY CONTROL
 LA2228
 LA2228  NAD 83(1986)-  40 48 01.11846(N)    085 50 19.49089(W) AD(       ) 3
 LA2228  NAD 27      -  40 48 00.95900(N)    085 50 19.54200(W) AD(       ) 3
 LA2228
 LA2228.Superseded values are not recommended for survey control.
 LA2228
 LA2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2228.See file dsdata.pdf to determine how the superseded data were derived.
 LA2228
 LA2228_MARKER: 53 = ELEVATED TANK
 LA2228
 LA2228  HISTORY     - Date     Condition        Report By
 LA2228  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2228
 LA2228                          STATION DESCRIPTION
 LA2228
 LA2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2228'STATION IS LOCATED IN THE NORTHWEST SECTION OF WABASH ON THE NORTH
 LA2228'SIDE OF THE WABASH
 LA2228'RAILROAD TRACKS AND 0.2 MILE EAST OF BOND STREET.  IT IS A BLACK
 LA2228'STEEL WATER TANK ATOP A FOUR-LEGGED
 LA2228'STEEL STRUCTURE ABOUT 125 FEET HIGH.  THE LEGEND GENERAL TIRE
 LA2228'AND RUBBER CO. IS PAINTED IN WHITE LETTERS
 LA2228'ON THE NORTH AND SOUTH SIDE OF THE TANK.  THE
 LA2228'POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2227 ***********************************************************************
 LA2227  DESIGNATION -  WABASH MUNICIPAL STANDPIPE
 LA2227  PID         -  LA2227
 LA2227  STATE/COUNTY-  IN/WABASH
 LA2227  COUNTRY     -  US
 LA2227  USGS QUAD   -  WABASH (2019)
 LA2227
 LA2227                         *CURRENT SURVEY CONTROL
 LA2227  ______________________________________________________________________
 LA2227* NAD 83(1997) POSITION- 40 48 11.63402(N) 085 49 01.24759(W)   ADJUSTED
 LA2227  ______________________________________________________________________
 LA2227  GEOID HEIGHT    -        -34.229 (meters)                     GEOID18
 LA2227  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 LA2227  HORZ ORDER      -  THIRD
 LA2227
 LA2227.The horizontal coordinates were established by classical geodetic methods
 LA2227.and adjusted by the National Geodetic Survey in May 1999.
 LA2227
 LA2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2227.GEOID18 height accuracy estimate available here.
 LA2227
 LA2227.Click photographs - Photos may exist for this station.
 LA2227
 LA2227.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2227
 LA2227. The following values were computed from the NAD 83(1997) position.
 LA2227
 LA2227;                    North         East     Units Scale Factor Converg.
 LA2227;SPC IN E     -   616,718.284    87,313.442   MT  0.99996865   -0 05 53.7
 LA2227;SPC IN E     - 2,023,349.90    286,460.85   sFT  0.99996865   -0 05 53.7
 LA2227;UTM  16      - 4,517,587.505   599,787.339   MT  0.99972256   +0 46 23.2
 LA2227
 LA2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9978717587(NAD 83)
 LA2227
 LA2227                          SUPERSEDED SURVEY CONTROL
 LA2227
 LA2227  NAD 83(1986)-  40 48 11.63782(N)    085 49 01.25993(W) AD(       ) 3
 LA2227  NAD 27      -  40 48 11.47900(N)    085 49 01.31500(W) AD(       ) 3
 LA2227
 LA2227.Superseded values are not recommended for survey control.
 LA2227
 LA2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2227.See file dsdata.pdf to determine how the superseded data were derived.
 LA2227
 LA2227_MARKER: 52 = STANDPIPE TANK
 LA2227
 LA2227  HISTORY     - Date     Condition        Report By
 LA2227  HISTORY     - 1948     FIRST OBSERVED   CGS
 LA2227
 LA2227                          STATION DESCRIPTION
 LA2227
 LA2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2227'STATION IS LOCATED IN THE CITY OF WABASH ON THE NORTH SIDE OF WALNUT
 LA2227'STREET AND ABOUT 150
 LA2227'FEET NORTHWEST OF THE INTERSECTION OF WALNUT AND SPRING STREETS.  IT
 LA2227'IS A STEEL STANDPIPE, PAINTED BLACK
 LA2227'AND ABOUT 150 FEET HIGH AND 30 FEET IN DIAMETER.  THE
 LA2227'POINT OBSERVED ON WAS THE CENTER OF THE
 LA2227'STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1669 ***********************************************************************
 MD1669  DESIGNATION -  WABEE
 MD1669  PID         -  MD1669
 MD1669  STATE/COUNTY-  IN/KOSCIUSKO
 MD1669  COUNTRY     -  US
 MD1669  USGS QUAD   -  MILFORD (2019)
 MD1669
 MD1669                         *CURRENT SURVEY CONTROL
 MD1669  ______________________________________________________________________
 MD1669* NAD 83(1997) POSITION- 41 24 34.76826(N) 085 50 57.59447(W)   ADJUSTED
 MD1669* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 MD1669  ______________________________________________________________________
 MD1669  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 MD1669  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 MD1669  HORZ ORDER      -  SECOND
 MD1669
 MD1669.The horizontal coordinates were established by classical geodetic methods
 MD1669.and adjusted by the National Geodetic Survey in May 1999.
 MD1669
 MD1669.The orthometric height was scaled from a topographic map.
 MD1669
 MD1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1669.GEOID18 height accuracy estimate available here.
 MD1669
 MD1669.Click photographs - Photos may exist for this station.
 MD1669
 MD1669.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1669
 MD1669. The following values were computed from the NAD 83(1997) position.
 MD1669
 MD1669;                    North         East     Units Scale Factor Converg.
 MD1669;SPC IN E     -   684,068.511    84,727.490   MT  0.99996954   -0 07 15.0
 MD1669;SPC IN E     - 2,244,314.77    277,976.77   sFT  0.99996954   -0 07 15.0
 MD1669;UTM  16      - 4,584,873.395   596,172.126   MT  0.99971382   +0 45 40.2
 MD1669
 MD1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1669!SPC IN E     -   0.99996543  x   0.99996954  =   0.99993497
 MD1669!UTM  16      -   0.99996543  x   0.99971382  =   0.99967926
 MD1669
 MD1669:                Primary Azimuth Mark                     Grid Az
 MD1669:SPC IN E     -  WABEE AZ MK                              336 27 35.6
 MD1669:UTM  16      -  WABEE AZ MK                              335 34 40.4
 MD1669
 MD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9617284873(NAD 83)
 MD1669
 MD1669|---------------------------------------------------------------------|
 MD1669| PID    Reference Object                     Distance      Geod. Az  |
 MD1669|                                                           dddmmss.s |
 MD1669| CC9560 WABEE RM 1                           32.833 METERS 14636     |
 MD1669| CC9561 WABEE RM 2                           31.166 METERS 27627     |
 MD1669| CC9559 WABEE AZ MK                                        3362020.6 |
 MD1669|---------------------------------------------------------------------|
 MD1669
 MD1669                          SUPERSEDED SURVEY CONTROL
 MD1669
 MD1669  NAD 83(1986)-  41 24 34.77143(N)    085 50 57.60347(W) AD(       ) 2
 MD1669  NAD 27      -  41 24 34.59730(N)    085 50 57.62470(W) AD(       ) 2
 MD1669
 MD1669.Superseded values are not recommended for survey control.
 MD1669
 MD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1669.See file dsdata.pdf to determine how the superseded data were derived.
 MD1669
 MD1669_MARKER: DS = TRIANGULATION STATION DISK
 MD1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1669_STAMPING: WABEE 1947
 MD1669_MARK LOGO: CGS
 MD1669_PROJECTION: FLUSH
 MD1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1669+STABILITY: SURFACE MOTION
 MD1669
 MD1669  HISTORY     - Date     Condition        Report By
 MD1669  HISTORY     - 1947     MONUMENTED       CGS
 MD1669  HISTORY     - 19960729 MARK NOT FOUND   USPSQD
 MD1669  HISTORY     - 19970612 GOOD             USPSQD
 MD1669
 MD1669                          STATION DESCRIPTION
 MD1669
 MD1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1669'STATION IS LOCATED IN THE NORTH SECTION OF MILFORD IN THE NORTHEAST
 MD1669'CORNER OF THE VAN BUREN CONSOLIDATED SCHOOL GROUNDS.  IT IS 1 BLOCK
 MD1669'EAST OF STATE HIGHWAY 15, 33 FEET SOUTH OF THE SOUTH CURB OF CATHERINE
 MD1669'STREET AND 87 FEET WEST OF THE CENTERLINE OF MACADAM STREET.  THE MARK
 MD1669'IS FLUSH AND THE DISK IS STAMPED WABEE 1947.
 MD1669'
 MD1669'REFERENCE MARK NO. 1 IS 107.72 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1669'35 FEET WEST OF THE CENTERLINE OF MACADAM STREET AND 1 FOOT WEST OF A
 MD1669'NORTH-SOUTH CONCRETE WALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1669'WABEE NO 1 1947.
 MD1669'
 MD1669'REFERENCE MARK NO. 2 IS 102.25 FEET WEST OF THE STATION.  IT IS 17
 MD1669'FEET SOUTH OF THE SOUTH CURB OF CATHERINE STREET AND 1 FOOT SOUTH OF
 MD1669'AN EAST-WEST CONCRETE WALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1669'WABEE NO 2 1947.
 MD1669'
 MD1669'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 18 FEET
 MD1669'SOUTH OF THE CENTER OF A MACADAM ROAD, 10 FEET EAST OF A TELEPHONE
 MD1669'POLE, 9 FEET WEST OF A FENCE CORNER AND 4 FEET EAST OF A WHITE WITNESS
 MD1669'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED WABEE 1947.
 MD1669'
 MD1669'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON CATHERINE STREET FOR
 MD1669'1 BLOCK TO STATE HIGHWAY 15, TURN RIGHT AND GO 0.3 MILE NORTH ON STATE
 MD1669'HIGHWAY 15 TO A PAVED ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO AZIMUTH
 MD1669'MARK ON THE LEFT.
 MD1669'
 MD1669'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1669
 MD1669                          STATION RECOVERY (1996)
 MD1669
 MD1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1669'MARK NOT FOUND.
 MD1669
 MD1669                          STATION RECOVERY (1997)
 MD1669
 MD1669'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2463 ***********************************************************************
 LA2463  DESIGNATION -  WABPORT
 LA2463  PID         -  LA2463
 LA2463  STATE/COUNTY-  IN/WABASH
 LA2463  COUNTRY     -  US
 LA2463  USGS QUAD   -  WABASH (2019)
 LA2463
 LA2463                         *CURRENT SURVEY CONTROL
 LA2463  ______________________________________________________________________
 LA2463* NAD 83(1997) POSITION- 40 45 40.57658(N) 085 47 44.34672(W)   ADJUSTED
 LA2463* NAD 83(1997) ELLIP HT-   207.271 (meters)        (05/25/99)   ADJUSTED
 LA2463* NAVD 88 ORTHO HEIGHT -   241.5   (meters)      792.    (feet) VERTCON3
 LA2463  ______________________________________________________________________
 LA2463  GEOID HEIGHT    -        -34.268 (meters)                     GEOID18
 LA2463  NAD 83(1997) X  -    354,699.835 (meters)                     COMP
 LA2463  NAD 83(1997) Y  - -4,825,079.465 (meters)                     COMP
 LA2463  NAD 83(1997) Z  -  4,142,514.091 (meters)                     COMP
 LA2463  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 LA2463  HORZ ORDER      -  THIRD
 LA2463  ELLP ORDER      -  FOURTH    CLASS I
 LA2463
 LA2463.This mark is at Wabash Airport (IWH)
 LA2463
 LA2463.The horizontal coordinates were established by GPS observations
 LA2463.and adjusted by the National Geodetic Survey in May 1999.
 LA2463
 LA2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2463
 LA2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2463.GEOID18 height accuracy estimate available here.
 LA2463
 LA2463.Click photographs - Photos may exist for this station.
 LA2463
 LA2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2463
 LA2463.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2463
 LA2463.The ellipsoidal height was determined by GPS observations
 LA2463.and is referenced to NAD 83.
 LA2463
 LA2463. The following values were computed from the NAD 83(1997) position.
 LA2463
 LA2463;                    North         East     Units Scale Factor Converg.
 LA2463;SPC IN E     -   612,055.876    89,109.107   MT  0.99996813   -0 05 03.2
 LA2463;SPC IN E     - 2,008,053.32    292,352.13   sFT  0.99996813   -0 05 03.2
 LA2463;UTM  16      - 4,512,954.061   601,653.215   MT  0.99972719   +0 47 11.0
 LA2463
 LA2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2463!SPC IN E     -   0.99996749  x   0.99996813  =   0.99993562
 LA2463!UTM  16      -   0.99996749  x   0.99972719  =   0.99969469
 LA2463
 LA2463:                Primary Azimuth Mark                     Grid Az
 LA2463:SPC IN E     -  WABPORT AZ MK                            356 29 15.6
 LA2463:UTM  16      -  WABPORT AZ MK                            355 37 01.4
 LA2463
 LA2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0165312954(NAD 83)
 LA2463
 LA2463|---------------------------------------------------------------------|
 LA2463| PID    Reference Object                     Distance      Geod. Az  |
 LA2463|                                                           dddmmss.s |
 LA2463| LA2464 WABPORT AZ MK                       APPROX. 0.6 KM 3562412.4 |
 LA2463|---------------------------------------------------------------------|
 LA2463
 LA2463                          SUPERSEDED SURVEY CONTROL
 LA2463
 LA2463  NAD 83(1986)-  40 45 40.58319(N)    085 47 44.36308(W) AD(       ) 3
 LA2463  NAD 27      -  40 45 40.42531(N)    085 47 44.42376(W) AD(       ) 3
 LA2463  NGVD 29 (02/23/89)  241.6    (m)  RAPSU86  model used  GPS OBS        
 LA2463
 LA2463.Superseded values are not recommended for survey control.
 LA2463
 LA2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2463.See file dsdata.pdf to determine how the superseded data were derived.
 LA2463
 LA2463_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2463_STAMPING: WABPORT 1986
 LA2463_MARK LOGO: NGS
 LA2463_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2463+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LA2463
 LA2463  HISTORY     - Date     Condition        Report By
 LA2463  HISTORY     - 1988     MONUMENTED       NGS
 LA2463
 LA2463                          STATION DESCRIPTION
 LA2463
 LA2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2463'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) WEST-SOUTHWEST OF
 LA2463'HUNTINGTON, 27.4 KM (17.05 MI) EAST OF PERU, 4.8 KM (3.00 MI)
 LA2463'SOUTH-SOUTHEAST OF WABASH AND AT THE WABASH MUNICIPAL AIRPORT.
 LA2463'OWNERSHIP--CITY OF WABASH, 111 SOUTH WABASH STREET, WABASH, IN 46992,
 LA2463'PHONE 219-563-4705.  AIRPORT MANAGER IS NIKKI ANDERSON.
 LA2463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 BUSINESS
 LA2463'AND STATE HIGHWAY 15 IN WABASH, GO SOUTH ON STATE HIGHWAY 15 FOR 4.6
 LA2463'KM (2.85 MI) TO THE JUNCTION OF COUNTY ROAD 400S.  TURN LEFT AND GO
 LA2463'EAST FOR 1.9 KM (1.20 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR
 LA2463'0.48 KM (0.30 MI) TO THE AIRPORT OFFICE.  FROM THE GATE ON THE WEST
 LA2463'SIDE OF OFFICE, GO SOUTH THRU THE GATE AND BEAR LEFT ACROSS AIRPORT
 LA2463'APRON ONTO THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A NORTH-SOUTH RUNWAY.
 LA2463'TURN RIGHT AND GO SOUTH ALONG THE RUNWAY FOR 0.29 KM (0.20 MI) TO THE
 LA2463'JUNCTION OF AN EAST-WEST RUNWAY AND THE MARK ON THE LEFT.
 LA2463'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---WABPORT
 LA2463'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2463'FLUSH WITH THE GROUND.  LOCATED 16.55 M (54.3 FT) EAST FROM CENTER OF
 LA2463'RUNWAY 36, 14.7 M (48.2 FT) NORTH FROM CENTER OF RUNWAY 27, 13.7 M
 LA2463'(44.9 FT) WEST-SOUTHWEST FROM THE WEST ONE OF FOUR END-OF-RUNWAY
 LA2463'MARKER LIGHTS, 0.65 M (2.1 FT) SOUTHEAST FROM A WHITE RUNWAY MARKER
 LA2463'LIGHT AND 0.5 M (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LA2463'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2463'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2464 ***********************************************************************
 LA2464  DESIGNATION -  WABPORT AZ MK
 LA2464  PID         -  LA2464
 LA2464  STATE/COUNTY-  IN/WABASH
 LA2464  COUNTRY     -  US
 LA2464  USGS QUAD   -  WABASH (2019)
 LA2464
 LA2464                         *CURRENT SURVEY CONTROL
 LA2464  ______________________________________________________________________
 LA2464* NAD 83(1997) POSITION- 40 45 59.82598(N) 085 47 45.93807(W)   ADJUSTED
 LA2464* NAD 83(1997) ELLIP HT-   206.561 (meters)        (05/25/99)   ADJUSTED
 LA2464* NAVD 88 ORTHO HEIGHT -   240.8   (meters)      790.    (feet) VERTCON3
 LA2464  ______________________________________________________________________
 LA2464  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 LA2464  NAD 83(1997) X  -    354,634.147 (meters)                     COMP
 LA2464  NAD 83(1997) Y  - -4,824,694.985 (meters)                     COMP
 LA2464  NAD 83(1997) Z  -  4,142,963.380 (meters)                     COMP
 LA2464  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 LA2464  HORZ ORDER      -  THIRD
 LA2464  ELLP ORDER      -  FOURTH    CLASS I
 LA2464
 LA2464.This mark is at Wabash Airport (IWH)
 LA2464
 LA2464.The horizontal coordinates were established by GPS observations
 LA2464.and adjusted by the National Geodetic Survey in May 1999.
 LA2464
 LA2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2464
 LA2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2464.GEOID18 height accuracy estimate available here.
 LA2464
 LA2464.Click photographs - Photos may exist for this station.
 LA2464
 LA2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2464
 LA2464.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2464
 LA2464.The ellipsoidal height was determined by GPS observations
 LA2464.and is referenced to NAD 83.
 LA2464
 LA2464. The following values were computed from the NAD 83(1997) position.
 LA2464
 LA2464;                    North         East     Units Scale Factor Converg.
 LA2464;SPC IN E     -   612,649.699    89,072.659   MT  0.99996814   -0 05 04.2
 LA2464;SPC IN E     - 2,010,001.55    292,232.55   sFT  0.99996814   -0 05 04.2
 LA2464;UTM  16      - 4,513,547.118   601,607.759   MT  0.99972707   +0 47 10.3
 LA2464
 LA2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2464!SPC IN E     -   0.99996760  x   0.99996814  =   0.99993574
 LA2464!UTM  16      -   0.99996760  x   0.99972707  =   0.99969468
 LA2464
 LA2464:                Primary Azimuth Mark                     Grid Az
 LA2464:SPC IN E     -  WABPORT                                  176 29 15.5
 LA2464:UTM  16      -  WABPORT                                  175 37 01.0
 LA2464
 LA2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0160713547(NAD 83)
 LA2464
 LA2464|---------------------------------------------------------------------|
 LA2464| PID    Reference Object                     Distance      Geod. Az  |
 LA2464|                                                           dddmmss.s |
 LA2464| LA2463 WABPORT                             APPROX. 0.6 KM 1762411.3 |
 LA2464|---------------------------------------------------------------------|
 LA2464
 LA2464                          SUPERSEDED SURVEY CONTROL
 LA2464
 LA2464  NAD 83(1986)-  40 45 59.83260(N)    085 47 45.95442(W) AD(       ) 3
 LA2464  NAD 27      -  40 45 59.67489(N)    085 47 46.01499(W) AD(       ) 3
 LA2464  NGVD 29 (02/23/89)  240.9    (m)  RAPSU86  model used  GPS OBS        
 LA2464
 LA2464.Superseded values are not recommended for survey control.
 LA2464
 LA2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2464.See file dsdata.pdf to determine how the superseded data were derived.
 LA2464
 LA2464_MARKER: DZ = AZIMUTH MARK DISK
 LA2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2464_STAMPING: WABPORT 1986
 LA2464_MARK LOGO: NGS
 LA2464_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2464+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1990
 LA2464
 LA2464  HISTORY     - Date     Condition        Report By
 LA2464  HISTORY     - 1988     MONUMENTED       NGS
 LA2464  HISTORY     - 19901015 GOOD             NGS
 LA2464
 LA2464                          STATION DESCRIPTION
 LA2464
 LA2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LA2464'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) WEST-SOUTHWEST OF
 LA2464'HUNTINGTON, 27.4 KM (17.05 MI) EAST OF PERU, 4.8 KM (3.00 MI)
 LA2464'SOUTH-SOUTHEAST OF WABASH AND AT THE WABASH MUNICIPAL AIRPORT.
 LA2464'OWNERSHIP--CITY OF WABASH, 111 SOUTH WABASH STREET, WABASH, IN 46992,
 LA2464'PHONE 219-563-4705.  AIRPORT MANAGER IS NIKKI ANDERSON.
 LA2464'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 BUSINESS AND
 LA2464'STATE HIGHWAY 15 IN WABASH, GO SOUTH ON STATE HIGHWAY 15 FOR 4.6 KM
 LA2464'(2.85 MI) TO THE JUNCTION OF COUNTY ROAD 400S.  TURN LEFT AND GO EAST
 LA2464'FOR 1.9 KM (1.20 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.48
 LA2464'KM (0.30 MI) TO THE AIRPORT OFFICE.  FROM THE GATE ON THE WEST SIDE
 LA2464'OF OFFICE, GO SOUTH THRU THE GATE AND BEAR LEFT ACROSS AIRPORT APRON
 LA2464'ONTO THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A NORTH-SOUTH RUNWAY.  TURN
 LA2464'LEFT AND GO SOUTHERLY ALONG THE RUNWAY FOR 0.32 KM (0.20 MI) TO END
 LA2464'OF RUNWAY 18 AND THE MARK ON THE LEFT.
 LA2464'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---WABPORT
 LA2464'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LA2464'FLUSH WITH THE GROUND.  LOCATED 7.25 M (23.8 FT) WEST FROM CENTER OF
 LA2464'RUNWAY 18 AND 6.9 M (22.6 FT) NORTH FROM CENTER OF TAXIWAY.
 LA2464'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA2464'DESCRIBED BY D.L. ADAMS.
 LA2464
 LA2464                          STATION RECOVERY (1990)
 LA2464
 LA2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LA2464'THE STATION IS LOCATED ABOUT 40.23 KM (25.00 MI) WEST-SOUTHWEST OF
 LA2464'HUNTINGTON, 27.4 KM (17.0 MI) EAST OF PERU, 4.8 KM (3.0 MI)
 LA2464'SOUTH-SOUTHEAST OF WABASH AND AT THE WABASH MUNICIPAL AIRPORT NEAR THE
 LA2464'NORTHEAST CORNER OF RUNWAY 18.  OWNERSHIP--CITY OF WABASH, 111 SOUTH
 LA2464'WABASH STREET, WABASH, IN 46992, AIRPORT MANAGER IS NIKKI ANDERSON,
 LA2464'PHONE 219-563-4705.
 LA2464'TO REACH THE STATION FROM THE COURTHOUSE IN THE CENTER OF WABASH,
 LA2464'LOCATED ON COMBINED STATE HIGHWAYS 13 AND 15, GO SOUTH ON COMBINED
 LA2464'STATE HIGHWAYS 13 AND 15 FOR 2.01 KM (1.25 MI) TO THE POINT WHERE
 LA2464'STATE HIGHWAY 13 TURNS RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 15 FOR
 LA2464'1.45 KM (0.90 MI) TO THE JUNCTION OF COUNTY ROAD 400 S ON THE LEFT,
 LA2464'TURN LEFT, EAST, ON COUNTY ROAD 400 S FOR 1.85 KM (1.15 MI) TO THE
 LA2464'AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE
 LA2464'ROAD FOR 0.40 KM (0.25 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 LA2464'LEFT. PASS THRU THE GATE AND TURN LEFT, SOUTHEASTERLY, ACROSS THE
 LA2464'APRON TO THE TAXIWAY, CONTINUE ALONG THE TAXIWAY TO THE JUNCTION OF
 LA2464'THE RUNWAY, TURN, LEFT, NORTH, ON THE RUNWAY FOR 0.32 KM (0.20 MI) TO
 LA2464'THE END OF RUNWAY 18 AND THE STATION ON THE LEFT NEAR THE NORTHWEST
 LA2464'CORNER OF THE RUNWAY.
 LA2464'THE STATION IS FLUSH WITH THE GROUND LOCATED 7.25 M (23.79 FT) WEST OF
 LA2464'THE CENTER OF RUNWAY 18, 6.9 M (22.6 FT) NORTH OF THE CENTER OF THE
 LA2464'TAXIWAY, 2.8 M (9.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF RUNWAY
 LA2464'18 AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2053 ***********************************************************************
 JA2053  DESIGNATION -  WADE
 JA2053  PID         -  JA2053
 JA2053  STATE/COUNTY-  IN/POSEY
 JA2053  COUNTRY     -  US
 JA2053  USGS QUAD   -  WADESVILLE (2019)
 JA2053
 JA2053                         *CURRENT SURVEY CONTROL
 JA2053  ______________________________________________________________________
 JA2053* NAD 83(1997) POSITION- 38 03 49.76328(N) 087 49 41.72671(W)   ADJUSTED
 JA2053* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 JA2053  ______________________________________________________________________
 JA2053  GEOID HEIGHT    -        -30.850 (meters)                     GEOID18
 JA2053  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 JA2053  HORZ ORDER      -  SECOND
 JA2053
 JA2053.The horizontal coordinates were established by classical geodetic methods
 JA2053.and adjusted by the National Geodetic Survey in May 1999.
 JA2053
 JA2053.The orthometric height was scaled from a topographic map.
 JA2053
 JA2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2053.GEOID18 height accuracy estimate available here.
 JA2053
 JA2053.Click photographs - Photos may exist for this station.
 JA2053
 JA2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2053
 JA2053. The following values were computed from the NAD 83(1997) position.
 JA2053
 JA2053;                    North         East     Units Scale Factor Converg.
 JA2053;SPC IN W     -   312,839.979   834,629.962   MT  1.00001928   -0 27 33.4
 JA2053;SPC IN W     - 1,026,375.83  2,738,281.80   sFT  1.00001928   -0 27 33.4
 JA2053;UTM  16      - 4,213,220.158   427,343.667   MT  0.99966501   -0 30 38.4
 JA2053
 JA2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2053!SPC IN W     -   0.99998070  x   1.00001928  =   0.99999997
 JA2053!UTM  16      -   0.99998070  x   0.99966501  =   0.99964571
 JA2053
 JA2053:                Primary Azimuth Mark                     Grid Az
 JA2053:SPC IN W     -  CALLAHAN                                 343 39 44.1
 JA2053:UTM  16      -  CALLAHAN                                 343 42 49.1
 JA2053
 JA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2734313220(NAD 83)
 JA2053
 JA2053|---------------------------------------------------------------------|
 JA2053| PID    Reference Object                     Distance      Geod. Az  |
 JA2053|                                                           dddmmss.s |
 JA2053| CG9363 WADE RM 1                            26.398 METERS 08449     |
 JA2053| CG9365 WADE RM 3                            79.309 METERS 25421     |
 JA2053| CG9364 WADE RM 2                            25.890 METERS 27758     |
 JA2053| JA2049 CALLAHAN                            APPROX. 9.3 KM 3431210.7 |
 JA2053|---------------------------------------------------------------------|
 JA2053
 JA2053                          SUPERSEDED SURVEY CONTROL
 JA2053
 JA2053  NAD 83(1993)-  38 03 49.76867(N)    087 49 41.72437(W) AD(       ) 2
 JA2053  NAD 83(1986)-  38 03 49.77239(N)    087 49 41.72711(W) AD(       ) 2
 JA2053  NAD 27      -  38 03 49.61752(N)    087 49 41.63496(W) AD(       ) 2
 JA2053
 JA2053.Superseded values are not recommended for survey control.
 JA2053
 JA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2053.See file dsdata.pdf to determine how the superseded data were derived.
 JA2053
 JA2053_MARKER: DS = TRIANGULATION STATION DISK
 JA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2053_STAMPING: WADE 1967
 JA2053_MARK LOGO: CGS
 JA2053_PROJECTION: RECESSED 41 CENTIMETERS
 JA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2053+STABILITY: SURFACE MOTION
 JA2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2053+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 JA2053
 JA2053  HISTORY     - Date     Condition        Report By
 JA2053  HISTORY     - 1967     MONUMENTED       CGS
 JA2053  HISTORY     - 20080620 GOOD             SEC
 JA2053
 JA2053                          STATION DESCRIPTION
 JA2053
 JA2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2053'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF NEW HARMONY, 3.5
 JA2053'MILES SOUTHWEST OF WADESVILLE AND ON PROPERTY OWNED BY MR NORMAN WADE.
 JA2053'
 JA2053'TO REACH THE STATION FROM THE POST OFFICE IN WADESVILLE, GO NORTHWEST
 JA2053'ON A PAVED STREET FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JA2053'SOUTHWEST FOR 0.15 MILE TO THE JUNCTION OF U S HIGHWAY 460.  CROSS
 JA2053'HIGHWAY AND CONTINUE SOUTHWEST AND SOUTH ON THE PAVED STREET FOR 1.15
 JA2053'MILES TO A SIDEROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A WINDING
 JA2053'ROAD FOR 2.35 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE WEST AND
 JA2053'SOUTH ON PAVED ROAD FOR 1.1 MILES TO WHERE PAVED ROADS TURNS RIGHT AND
 JA2053'GRAVELED ROAD CONTINUES AHEAD.  CONTINUE AHEAD ON THE GRAVELED ROAD
 JA2053'FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST ON A GRAVELED
 JA2053'ROAD FOR ABOUT 150 FEET TO THE STATION ON THE RIGHT.
 JA2053'
 JA2053'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2053'
 JA2053'STATION MARK, STAMPED WADE 1967 IS SET 16 INCHES BELOW THE GROUND
 JA2053'SURFACE.  IT IS 59 FEET EAST OF A 4-FOOT OAK TREE, 41 FEET SOUTH OF A
 JA2053'METAL WITNESS POST AND 28 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JA2053'ROAD.
 JA2053'
 JA2053'RM NO 1, STAMPED WADE NO 1 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2053'IT IS 23.5 FEET SOUTH OF A METAL WITNESS POST AND 20 FEET SOUTH OF THE
 JA2053'CENTER OF THE GRAVELED ROAD.
 JA2053'
 JA2053'RM NO 2, STAMPED WADE NO 2 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2053'IT IS 23 FEET WEST OF THE 4-FOOT OAK TREE, 17 FEET SOUTH OF THE CENTER
 JA2053'OF THE GRAVELED ROAD AND 7 FEET SOUTHWEST OF A POWER POLE.
 JA2053'
 JA2053'RM NO 3, STAMPED WADE NO 3 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2053'IT IS 37 FEET EAST OF A FENCELINE AND 18.5 FEET SOUTH OF A POWER POLE.
 JA2053'
 JA2053'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA2053
 JA2053                          STATION RECOVERY (2008)
 JA2053
 JA2053'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 JA2053'POINT FOUND AT SOUTH SIDE OF ROAD (AS DESCRIBED), IN WHEAT FIELD,
 JA2053'APPROX. 18 INCHES BELOW GRADE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2165 ***********************************************************************
 LB2165  DESIGNATION -  WADENA
 LB2165  PID         -  LB2165
 LB2165  STATE/COUNTY-  IN/BENTON
 LB2165  COUNTRY     -  US
 LB2165  USGS QUAD   -  MOUNT GILBOA (2019)
 LB2165
 LB2165                         *CURRENT SURVEY CONTROL
 LB2165  ______________________________________________________________________
 LB2165* NAD 83(1997) POSITION- 40 41 31.40257(N) 087 14 29.94733(W)   ADJUSTED
 LB2165* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 LB2165  ______________________________________________________________________
 LB2165  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LB2165  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB2165  HORZ ORDER      -  SECOND
 LB2165
 LB2165.The horizontal coordinates were established by classical geodetic methods
 LB2165.and adjusted by the National Geodetic Survey in May 1999.
 LB2165
 LB2165.The orthometric height was scaled from a topographic map.
 LB2165
 LB2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2165.GEOID18 height accuracy estimate available here.
 LB2165
 LB2165.Click photographs - Photos may exist for this station.
 LB2165
 LB2165.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2165
 LB2165. The following values were computed from the NAD 83(1997) position.
 LB2165
 LB2165;                    North         East     Units Scale Factor Converg.
 LB2165;SPC IN W     -   604,373.951   886,618.469   MT  0.99996887   -0 06 11.6
 LB2165;SPC IN W     - 1,982,850.20  2,908,847.43   sFT  0.99996887   -0 06 11.6
 LB2165;UTM  16      - 4,504,601.375   479,582.391   MT  0.99960513   -0 09 27.2
 LB2165
 LB2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2165!SPC IN W     -   0.99996635  x   0.99996887  =   0.99993522
 LB2165!UTM  16      -   0.99996635  x   0.99960513  =   0.99957150
 LB2165
 LB2165:                Primary Azimuth Mark                     Grid Az
 LB2165:SPC IN W     -  WADENA AZ MK                             293 50 54.2
 LB2165:UTM  16      -  WADENA AZ MK                             293 54 09.8
 LB2165
 LB2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7958204601(NAD 83)
 LB2165
 LB2165|---------------------------------------------------------------------|
 LB2165| PID    Reference Object                     Distance      Geod. Az  |
 LB2165|                                                           dddmmss.s |
 LB2165| LB2147 REMINGTON SACRED HEART CATH CH      APPROX.10.8 KM 0440243.5 |
 LB2165| LB2144 REMINGTON MUNICIPAL WATER TWR       APPROX.10.9 KM 0443809.8 |
 LB2165| CM3926 WADENA RM 1                          30.498 METERS 10829     |
 LB2165| CM3927 WADENA RM 2                          24.280 METERS 20141     |
 LB2165| CM3925 WADENA AZ MK                                       2934442.6 |
 LB2165| LB2194 GOODLAND SS PETER AND PAUL CH       APPROX. 8.8 KM 3301622.0 |
 LB2165|---------------------------------------------------------------------|
 LB2165
 LB2165                          SUPERSEDED SURVEY CONTROL
 LB2165
 LB2165  NAD 83(1986)-  40 41 31.40898(N)    087 14 29.95751(W) AD(       ) 2
 LB2165  NAD 27      -  40 41 31.27250(N)    087 14 29.89390(W) AD(       ) 2
 LB2165
 LB2165.Superseded values are not recommended for survey control.
 LB2165
 LB2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2165.See file dsdata.pdf to determine how the superseded data were derived.
 LB2165
 LB2165_MARKER: DS = TRIANGULATION STATION DISK
 LB2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2165_STAMPING: WADENA 1955
 LB2165_MARK LOGO: CGS
 LB2165_PROJECTION: FLUSH
 LB2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2165+STABILITY: SURFACE MOTION
 LB2165
 LB2165  HISTORY     - Date     Condition        Report By
 LB2165  HISTORY     - 1955     MONUMENTED       CGS
 LB2165
 LB2165                          STATION DESCRIPTION
 LB2165
 LB2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2165'STATION IS LOCATED ON THE PROPERTY OF LENA AND ANNA HARDIAMAN ABOUT
 LB2165'6-1/2 MILES NORTHEAST OF FOWLER AND ABOUT 5-1/2 MILES SOUTHEAST OF
 LB2165'GOODLAND.  IT IS 98 FEET WEST OF THE CENTER OF A DRIVEWAY, 69 FEET
 LB2165'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 11 FEET
 LB2165'EAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING.  THE MARK
 LB2165'IS FLUSH AND THE DISK IS STAMPED WADENA 1955.
 LB2165'
 LB2165'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB2165'THE HOUSE AND 1 FOOT NORTH OF A POWER LINE POLE.  THE MARK PROJECTS
 LB2165'ABOUT 2 INCHES AND THE DISK IS STAMPED WADENA NO 1 1955.
 LB2165'
 LB2165'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LB2165'BLOCK BUILDING AND 1 FOOT NORTH OF THE NORTHEAST CORNER OF A LOW
 LB2165'SHED.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB2165'WADENA NO 2 1955.
 LB2165'
 LB2165'AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET
 LB2165'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LB2165'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WADENA 1955.
 LB2165'
 LB2165'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2165'HIGHWAY 55 IN FOWLER, GO NORTH ON HIGHWAY 55 FOR 5.1 MILES TO A
 LB2165'PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 4.05
 LB2165'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LB2165'EAST ON THE PAVED ROAD FOR 0.25 MILE TO A DRIVEWAY RIGHT.  TURN
 LB2165'RIGHT THROUGH GATE AND GO SOUTH ON DRIVEWAY FOR 0.1 MILE TO A
 LB2165'HOUSE AND THE STATION AS DESCRIBED.
 LB2165'
 LB2165'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2346 ***********************************************************************
 ME2346  DESIGNATION -  WALKERTON
 ME2346  PID         -  ME2346
 ME2346  STATE/COUNTY-  IN/ST JOSEPH
 ME2346  COUNTRY     -  US
 ME2346  USGS QUAD   -  WALKERTON (2019)
 ME2346
 ME2346                         *CURRENT SURVEY CONTROL
 ME2346  ______________________________________________________________________
 ME2346* NAD 83(1997) POSITION- 41 28 07.14396(N) 086 29 30.16187(W)   ADJUSTED
 ME2346* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 ME2346  ______________________________________________________________________
 ME2346  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 ME2346  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 ME2346  HORZ ORDER      -  SECOND
 ME2346
 ME2346.The horizontal coordinates were established by classical geodetic methods
 ME2346.and adjusted by the National Geodetic Survey in May 1999.
 ME2346
 ME2346.The orthometric height was scaled from a topographic map.
 ME2346
 ME2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2346.GEOID18 height accuracy estimate available here.
 ME2346
 ME2346.Click photographs - Photos may exist for this station.
 ME2346
 ME2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2346
 ME2346. The following values were computed from the NAD 83(1997) position.
 ME2346
 ME2346;                    North         East     Units Scale Factor Converg.
 ME2346;SPC IN E     -   690,932.729    31,080.695   MT  1.00002510   -0 32 46.9
 ME2346;SPC IN E     - 2,266,835.13    101,970.58   sFT  1.00002510   -0 32 46.9
 ME2346;SPC IN W     -   690,773.089   949,420.423   MT  0.99999671   +0 23 30.4
 ME2346;SPC IN W     - 2,266,311.38  3,114,890.17   sFT  0.99999671   +0 23 30.4
 ME2346;UTM  16      - 4,590,908.576   542,443.677   MT  0.99962217   +0 20 11.8
 ME2346
 ME2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2346!SPC IN E     -   0.99997098  x   1.00002510  =   0.99999607
 ME2346!SPC IN W     -   0.99997098  x   0.99999671  =   0.99996769
 ME2346!UTM  16      -   0.99997098  x   0.99962217  =   0.99959316
 ME2346
 ME2346:                Primary Azimuth Mark                     Grid Az
 ME2346:SPC IN E     -  WALKERTON MUNICIPAL TANK                 096 35 05.1
 ME2346:SPC IN W     -  WALKERTON MUNICIPAL TANK                 095 38 47.8
 ME2346:UTM  16      -  WALKERTON MUNICIPAL TANK                 095 42 06.4
 ME2346
 ME2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4244390908(NAD 83)
 ME2346
 ME2346|---------------------------------------------------------------------|
 ME2346| PID    Reference Object                     Distance      Geod. Az  |
 ME2346|                                                           dddmmss.s |
 ME2346| CM3929 WALKERTON RM 1                       28.399 METERS 00058     |
 ME2346| CM3930 WALKERTON RM 2                       28.060 METERS 09130     |
 ME2346| ME2348 WALKERTON MUNICIPAL TANK            APPROX. 0.8 KM 0960218.2 |
 ME2346| CM3928 WALKERTON AZ MK                                    0975256.4 |
 ME2346|---------------------------------------------------------------------|
 ME2346
 ME2346                          SUPERSEDED SURVEY CONTROL
 ME2346
 ME2346  NAD 83(1986)-  41 28 07.14730(N)    086 29 30.16774(W) AD(       ) 2
 ME2346  NAD 27      -  41 28 06.98530(N)    086 29 30.12140(W) AD(       ) 2
 ME2346
 ME2346.Superseded values are not recommended for survey control.
 ME2346
 ME2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2346.See file dsdata.pdf to determine how the superseded data were derived.
 ME2346
 ME2346_MARKER: DS = TRIANGULATION STATION DISK
 ME2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2346_STAMPING: WALKERTON 1952
 ME2346_MARK LOGO: CGS
 ME2346_PROJECTION: FLUSH
 ME2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2346+STABILITY: SURFACE MOTION
 ME2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2346+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 ME2346
 ME2346  HISTORY     - Date     Condition        Report By
 ME2346  HISTORY     - 1952     MONUMENTED       CGS
 ME2346  HISTORY     - 1975     GOOD             NGS
 ME2346  HISTORY     - 1990     GOOD             USPSQD
 ME2346  HISTORY     - 20010930 GOOD             USPSQD
 ME2346  HISTORY     - 20070410 GOOD             INDIV
 ME2346
 ME2346                          STATION DESCRIPTION
 ME2346
 ME2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2346'STATION IS LOCATED AT THE WEST EDGE OF THE WALKERTON CITY LIMITS, 0.05
 ME2346'MILE SOUTH OF U.S.  HIGHWAY 6 AND JUST EAST OF THE EAST EDGE OF A
 ME2346'CEMETERY ON PROPERTY OWNED BY NICK RESSLER.  IT IS 143 FEET SOUTHWEST
 ME2346'OF THE SOUTHWEST CORNER OF A FRAME BUILDING, 48 FEET EAST OF THE
 ME2346'WOODWARD HEADSTONE, 27 FEET EAST OF THE CENTER OF THE CEMETERY ROAD
 ME2346'AND 18 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2346'THE DISK IS STAMPED WALKERTON 1952.
 ME2346'
 ME2346'REFERENCE MARK NO. 1 IS 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME2346'THE FRAME BUILDING AND 49 FEET NORTHEAST OF THE SHENEMAN HEADSTONE.
 ME2346'THE MARK IS FLUSH AND THE DISK IS STAMPED WALKERTON NO 1 1952.
 ME2346'
 ME2346'REFERENCE MARK NO. 2 IS 125 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME2346'FRAME BUILDING AND 98 FEET WEST OF THE CENTER OF A CINDER ROAD.  THE
 ME2346'MARK IS FLUSH AND THE DISK IS STAMPED WALKERTON NO 2 1952.
 ME2346'
 ME2346'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ME2346'WALKERTON HIGH SCHOOL PROPERTY, 17 FEET EAST OF THE CENTER OF A PAVED
 ME2346'ROAD (WASHINGTON STREET) AND 2 FEET SOUTH OF A POWERLINE POLE.  THE
 ME2346'MARK IS FLUSH AND THE DISK IS STAMPED WALKERTON 1952.
 ME2346'
 ME2346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2346'HIGHWAY 23 (MICHIGAN STREET AND ROOSEVELT ROAD)  GO WEST ON U.S.
 ME2346'HIGHWAY 6 (ROOSEVELT ROAD) FOR 0.5 MILE TO A CEMETERY ON THE LEFT,
 ME2346'TURN LEFT AND GO 0.05 MILE TO THE STATION AS DESCRIBED.
 ME2346'
 ME2346'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON CEMETERY ROAD
 ME2346'FOR 0.05 MILE TO THE HIGHWAY, TURN RIGHT AND GO EAST FOR 0.15 MILE TO
 ME2346'WASHINGTON STREET, TURN RIGHT AND GO SOUTH FOR .05 MILE TO THE AZIMUTH
 ME2346'MARK ON THE LEFT.
 ME2346'
 ME2346'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2346
 ME2346                          STATION RECOVERY (1975)
 ME2346
 ME2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2346'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE FOUND
 ME2346'IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND HOUSE
 ME2346'ON LINE.  THERE WAS NO VISIBLE OBJECT TO SET ANOTHER AZIMUTH MARK
 ME2346'FROM.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE ANGLE BETWEEN
 ME2346'THE MARKS WAS SMALLER BY 1 MINUTE 33 SECONDS.
 ME2346'
 ME2346'THE 1952 DESCRIPTION AND TO REACH IS ADEQUATE.
 ME2346'
 ME2346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST EDGE OF
 ME2346'WALKERTON.
 ME2346'
 ME2346'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2346
 ME2346                          STATION RECOVERY (1990)
 ME2346
 ME2346'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2346'RECOVERED IN GOOD CONDITION.
 ME2346
 ME2346                          STATION RECOVERY (2001)
 ME2346
 ME2346'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME2346'REFERENCE MARKS AND AZIMUTH WAS NOT FOUND.
 ME2346
 ME2346                          STATION RECOVERY (2007)
 ME2346
 ME2346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 ME2346'MARK IS 1 FOOT NORTH OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1494 ***********************************************************************
 MD1494  DESIGNATION -  WALL
 MD1494  PID         -  MD1494
 MD1494  STATE/COUNTY-  IN/LAGRANGE
 MD1494  COUNTRY     -  US
 MD1494  USGS QUAD   -  MONGO (2019)
 MD1494
 MD1494                         *CURRENT SURVEY CONTROL
 MD1494  ______________________________________________________________________
 MD1494* NAD 83(1997) POSITION- 41 43 19.57096(N) 085 15 13.81553(W)   ADJUSTED
 MD1494* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 MD1494  ______________________________________________________________________
 MD1494  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 MD1494  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 MD1494  HORZ ORDER      -  SECOND
 MD1494
 MD1494.The horizontal coordinates were established by classical geodetic methods
 MD1494.and adjusted by the National Geodetic Survey in May 1999.
 MD1494
 MD1494.The orthometric height was scaled from a topographic map.
 MD1494
 MD1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1494.GEOID18 height accuracy estimate available here.
 MD1494
 MD1494.Click photographs - Photos may exist for this station.
 MD1494
 MD1494.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1494
 MD1494. The following values were computed from the NAD 83(1997) position.
 MD1494
 MD1494;                    North         East     Units Scale Factor Converg.
 MD1494;SPC IN E     -   718,835.293   134,350.500   MT  0.99998118   +0 16 29.1
 MD1494;SPC IN E     - 2,358,378.79    440,781.60   sFT  0.99998118   +0 16 29.1
 MD1494;SPC MI S     -    25,060.773 3,926,171.455   MT  1.00011084   -0 36 13.5
 MD1494;SPC MI S     -    82,220.38 12,881,139.94   iFT  1.00011084   -0 36 13.5
 MD1494;UTM  16      - 4,620,395.585   645,243.117   MT  0.99985960   +1 09 44.3
 MD1494
 MD1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1494!SPC IN E     -   0.99995850  x   0.99998118  =   0.99993968
 MD1494!SPC MI S     -   0.99995850  x   1.00011084  =   1.00006933
 MD1494!UTM  16      -   0.99995850  x   0.99985960  =   0.99981810
 MD1494
 MD1494:                Primary Azimuth Mark                     Grid Az
 MD1494:SPC IN E     -  WALL AZ MK                               094 09 55.5
 MD1494:SPC MI S     -  WALL AZ MK                               095 02 38.1
 MD1494:UTM  16      -  WALL AZ MK                               093 16 40.3
 MD1494
 MD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4524320395(NAD 83)
 MD1494
 MD1494|---------------------------------------------------------------------|
 MD1494| PID    Reference Object                     Distance      Geod. Az  |
 MD1494|                                                           dddmmss.s |
 MD1494| CC9562 WALL AZ MK                                         0942624.6 |
 MD1494| CC9564 WALL RM 2                            32.476 METERS 09823     |
 MD1494| CC9563 WALL RM 1                            18.315 METERS 34233     |
 MD1494|---------------------------------------------------------------------|
 MD1494
 MD1494                          SUPERSEDED SURVEY CONTROL
 MD1494
 MD1494  NAD 83(1995)-  41 43 19.57068(N)    085 15 13.81723(W) AD(       ) 2
 MD1494  NAD 83(1994)-  41 43 19.57083(N)    085 15 13.82023(W) AD(       ) 2
 MD1494  NAD 83(1986)-  41 43 19.57080(N)    085 15 13.82521(W) AD(       ) 2
 MD1494  NAD 27      -  41 43 19.38980(N)    085 15 13.91930(W) AD(       ) 2
 MD1494
 MD1494.Superseded values are not recommended for survey control.
 MD1494
 MD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1494.See file dsdata.pdf to determine how the superseded data were derived.
 MD1494
 MD1494_MARKER: DS = TRIANGULATION STATION DISK
 MD1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1494_STAMPING: WALL 1946
 MD1494_MARK LOGO: CGS
 MD1494_PROJECTION: FLUSH
 MD1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1494+STABILITY: SURFACE MOTION
 MD1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1494+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 MD1494
 MD1494  HISTORY     - Date     Condition        Report By
 MD1494  HISTORY     - 1946     MONUMENTED       CGS
 MD1494  HISTORY     - 1960     GOOD             CGS
 MD1494  HISTORY     - 19940728 GOOD             USPSQD
 MD1494  HISTORY     - 20000427 GOOD             INDNR
 MD1494
 MD1494                          STATION DESCRIPTION
 MD1494
 MD1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1494'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 120 ABOUT
 MD1494'3 MILES NORTH-NORTHEAST FROM MONGO AND 3 MILES EAST FROM BRIGHTON.  IT
 MD1494'IS 78 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 120 AND A
 MD1494'NORTH-SOUTH PAVED ROAD, 66 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 MD1494'STATE HIGHWAY 120, 37 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 MD1494'NORTH-SOUTH PAVED ROAD, 20 FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY
 MD1494'POST AND 18 FEET NORTH WEST OF A CONCRETE RIGHT OF WAY POST.  THE MARK
 MD1494'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WALL 1946.
 MD1494'
 MD1494'REFERENCE MARK NO. 1 IS 60.09 FEET NORTHWEST OF THE STATION AND 20
 MD1494'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH PAVED ROAD.
 MD1494'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED WALL NO 1
 MD1494'1946.
 MD1494'
 MD1494'REFERENCE MARK NO. 2 IS 106.55 FEET EAST OF THE STATION, 45 FEET NORTH
 MD1494'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 120, 23 FEET NORTH OF A
 MD1494'CONCRETE CULVERT HEAD AND 1 FOOT WEST OF A TELEPHONE POLE.  THE MARK
 MD1494'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED WALL NO 2 1946.
 MD1494'
 MD1494'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 49 FEET SOUTH OF
 MD1494'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 120, 10 FEET WEST OF POWER
 MD1494'LINE POLE REA-CO-OP AB4D-5 AND 2 FEET NORTH OF AN EAST-WEST FENCE
 MD1494'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WALL
 MD1494'1946.
 MD1494'
 MD1494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 120 AND 3 IN
 MD1494'BRIGHTON, GO EAST ON STATE HIGHWAY 120 FOR 2.85 MILES TO A CROSSROAD
 MD1494'AND THE STATION IN THE NORTHEAST ANGLE.  CONTINUE EAST ON STATE
 MD1494'HIGHWAY 120 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 MD1494'DESCRIBED.
 MD1494'
 MD1494'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1494
 MD1494                          STATION RECOVERY (1960)
 MD1494
 MD1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1494'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1494'DESCRIBED.
 MD1494'
 MD1494'ABOUT 3.0 MILE E ALONG NO. 120 INDIANA HWY. FROM ITS JUNCTION WITH NO.
 MD1494'3 INDIANA HWY.  AT BRIGHTON, 67 FEET N OF CENTER LINE OF 20-FOOT
 MD1494'ASPHALT HWY. PAVEMENT, 37 FEET E OF CENTER LINE OF ASPHALT COUNTY
 MD1494'ROAD, 20.3 FEET ESE OF CONCRETE RIGHT-OF-WAY MARKER, 18 FEET NNW OF
 MD1494'ANOTHER R/W MARKER, 5.7 FEET NE OF THE LINE JOINING THE TWO, STANDARD
 MD1494'DISKS ARE STAMPED WALL 1946 AND SET IN 1A AND 7A MARKS, THE UPPER ONE
 MD1494'FLUSH WITH THE GROUND.
 MD1494'
 MD1494'REFERENCE STAMPED WALL NO. 1 1946, NOTE 11A, PROJECTS 0.6 FOOT, IS
 MD1494'60.09 FEET OR 18.315 METERS NNW IN AZIMUTH 162 DEG. 33 MIN. FROM
 MD1494'STATION, 124 FEET N OF CENTER LINE OF THE HWY., AND 19 FEET E OF
 MD1494'CENTER LINE OF THE COUNTY ROAD.
 MD1494'
 MD1494'REFERENCE MARK STAMPED WALL NO. 2 1946, NOTE 11A, PROJECTS 0.5 FOOT,
 MD1494'IS 106.48 FEET OR 32.455 METERS FROM STATION E IN AZIMUTH 278 DEG. 23
 MD1494'MIN., IT IS 50 FEET N OF CENTER LINE OF HWY., 142 FEET E OF CENTER
 MD1494'LINE OF COUNTY ROAD, 25.5 FEET N OF CONCRETE CULVERT HEADWALL, AND 1.8
 MD1494'FEET W OF STEEL WITNESS POST.
 MD1494'
 MD1494'AZIMUTH MARK STAMPED WALL 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD1494'0.25 MILE E OF STATION, 49 FEET S OF CENTER LINE OF HWY., 49 FEET W OF
 MD1494'PROJECTED PLANE OF W WALL OF HOUSE ON N SIDE OF HWY., 10 FEET W OF NO.
 MD1494'REA-CO-OP AB4D-5 POWER POLE, AND 1.5 FEET W OF STEEL WITNESS POST.
 MD1494
 MD1494                          STATION RECOVERY (1994)
 MD1494
 MD1494'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1494'RECOVERED IN GOOD CONDITION.
 MD1494
 MD1494                          STATION RECOVERY (2000)
 MD1494
 MD1494'RECOVERY NOTE BY IN DEPT OF NAT RES 2000 (RWW)
 MD1494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3281 ***********************************************************************
 JZ3281  DESIGNATION -  WALTING
 JZ3281  PID         -  JZ3281
 JZ3281  STATE/COUNTY-  IN/WAYNE
 JZ3281  COUNTRY     -  US
 JZ3281  USGS QUAD   -  WHITEWATER (2019)
 JZ3281
 JZ3281                         *CURRENT SURVEY CONTROL
 JZ3281  ______________________________________________________________________
 JZ3281* NAD 83(1997) POSITION- 39 54 39.21506(N) 084 51 22.46563(W)   ADJUSTED
 JZ3281* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 JZ3281  ______________________________________________________________________
 JZ3281  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 JZ3281  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 JZ3281  HORZ ORDER      -  FIRST
 JZ3281
 JZ3281.The horizontal coordinates were established by classical geodetic methods
 JZ3281.and adjusted by the National Geodetic Survey in May 1999.
 JZ3281
 JZ3281.The orthometric height was scaled from a topographic map.
 JZ3281
 JZ3281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3281.GEOID18 height accuracy estimate available here.
 JZ3281
 JZ3281.Click photographs - Photos may exist for this station.
 JZ3281
 JZ3281.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3281
 JZ3281. The following values were computed from the NAD 83(1997) position.
 JZ3281
 JZ3281;                    North         East     Units Scale Factor Converg.
 JZ3281;SPC IN E     -   517,938.522   169,293.395   MT  1.00002576   +0 31 12.0
 JZ3281;SPC IN E     - 1,699,269.97    555,423.41   sFT  1.00002576   +0 31 12.0
 JZ3281;SPC OH S     -   214,767.553   398,557.527   MT  0.99997807   -1 29 42.3
 JZ3281;SPC OH S     -   704,616.55  1,307,600.82   sFT  0.99997807   -1 29 42.3
 JZ3281;UTM  16      - 4,420,067.216   683,235.953   MT  1.00001336   +1 22 32.9
 JZ3281
 JZ3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3281!SPC IN E     -   0.99994915  x   1.00002576  =   0.99997491
 JZ3281!SPC OH S     -   0.99994915  x   0.99997807  =   0.99992722
 JZ3281!UTM  16      -   0.99994915  x   1.00001336  =   0.99996251
 JZ3281
 JZ3281:                Primary Azimuth Mark                     Grid Az
 JZ3281:SPC IN E     -  RALL RESET                               078 10 07.6
 JZ3281:SPC OH S     -  RALL RESET                               080 11 01.9
 JZ3281:UTM  16      -  RALL RESET                               077 18 46.7
 JZ3281
 JZ3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8323520067(NAD 83)
 JZ3281
 JZ3281|---------------------------------------------------------------------|
 JZ3281| PID    Reference Object                     Distance      Geod. Az  |
 JZ3281|                                                           dddmmss.s |
 JZ3281| CC9566 WALTING AZ MK                                      0002336.8 |
 JZ3281| JZ3270 RALL RESET                          APPROX.11.0 KM 0784119.6 |
 JZ3281| JZ1175 WALTING RM 1                         35.703 METERS 12411     |
 JZ3281| JZ3282 BEACON 7R JUNC HWY 320 US 40        APPROX. 9.9 KM 1473019.2 |
 JZ3281| JZ3290 RICHMOND ST ANDREWS CATH CH         APPROX.10.1 KM 1992324.0 |
 JZ3281| JZ3285 RICHMOND FIBER CONDUIT CO STK       APPROX. 9.8 KM 2110837.0 |
 JZ3281| JZ3283 RICHMOND J HILL CONCRETE STK        APPROX.11.0 KM 2194536.7 |
 JZ3281| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX.14.3 KM 2243534.0 |
 JZ3281| JZ1176 WALTING RM 2                         36.740 METERS 35638     |
 JZ3281|---------------------------------------------------------------------|
 JZ3281
 JZ3281                          SUPERSEDED SURVEY CONTROL
 JZ3281
 JZ3281  NAD 83(1995)-  39 54 39.21490(N)    084 51 22.46444(W) AD(       ) 1
 JZ3281  NAD 83(1986)-  39 54 39.22084(N)    084 51 22.47430(W) AD(       ) 1
 JZ3281  NAD 27      -  39 54 39.04600(N)    084 51 22.60700(W) AD(       ) 1
 JZ3281
 JZ3281.Superseded values are not recommended for survey control.
 JZ3281
 JZ3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3281.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3281
 JZ3281_MARKER: DS = TRIANGULATION STATION DISK
 JZ3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3281_STAMPING: WALTING 1932
 JZ3281_MARK LOGO: CGS
 JZ3281_PROJECTION: RECESSED 36 CENTIMETERS
 JZ3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3281+STABILITY: SURFACE MOTION
 JZ3281
 JZ3281  HISTORY     - Date     Condition        Report By
 JZ3281  HISTORY     - 1932     MONUMENTED       CGS
 JZ3281  HISTORY     - 1969     GOOD             LOCSUR
 JZ3281  HISTORY     - 1980     GOOD             NGS
 JZ3281
 JZ3281                          STATION DESCRIPTION
 JZ3281
 JZ3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ3281'ABOUT 5 MILES NORTH AND 1-3/4 MILES EAST OF RICHMOND, INDIANA, 1-1/2
 JZ3281'MILES NORTH AND 1-3/4 MILES EAST OF CHESTER, INDIANA, 1 MILE
 JZ3281'NORTH AND 1-1/4 MILES WEST OF COXS MILLS, IND., ON LAND BELONGING TO
 JZ3281'ALEXANDER WALTING IN THE SOUTHWEST CORNER OF A SMALL
 JZ3281'PASTURE ABOUT 200 METERS WEST OF THE WALTING FARMHOUSE, 12.5 METERS
 JZ3281'NORTH OF THE CENTER OF GRAVEL ROAD, 10.5 METERS EAST OF CENTER
 JZ3281'OF PRIVATE ROAD, 7.5 METERS NORTH OF FENCE LINE, 7.5 M. E OF FENCE
 JZ3281'LINE, 36.9 METERS SOUTH OF FENCE LINE AND IS 14 INCHES BELOW THE
 JZ3281'SURFACE OF THE GROUND.
 JZ3281'
 JZ3281'REFERENCE MARK NO. 1 IS ON THE EAST-WEST FENCE LINE, 5 METERS NORTH
 JZ3281'OF THE CENTER OF GRAVEL ROAD, 5 METERS WEST OF TREE ABOUT 1
 JZ3281'METER IN DIAMETER, 0.2 METER NORTH OF FENCE LINE AND PROJECTS 6
 JZ3281'INCHES ABOVE THE GROUND.
 JZ3281'
 JZ3281'R.M. NO. 2 IS 0.25 METER SOUTH OF FENCE LINE, 3.9 METERS EAST OF
 JZ3281'FENCE LINE AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JZ3281'
 JZ3281'AZIMUTH MARK IS 0.15 METER SOUTH OF FENCE LINE, 3 METERS EAST OF THE
 JZ3281'CENTER OF GRAVEL ROAD AND PROJECTS 5 INCHES ABOVE THE GROUND.
 JZ3281'
 JZ3281'TO REACH FROM RICHMOND, FOLLOW STATE HIGHWAY 27 N TO CHESTER, THEN
 JZ3281'CONTINUE NORTH ON GRAVEL ROAD 1.9 MILES, TURN EAST AND GO 1.2
 JZ3281'MILES TO STATION.
 JZ3281
 JZ3281                          STATION RECOVERY (1969)
 JZ3281
 JZ3281'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (PT)
 JZ3281'WALTING 1932 RECOVERED GOOD.
 JZ3281'
 JZ3281'WALTING NO. 1 1932 RECOVERED GOOD.
 JZ3281'
 JZ3281'WALTING NO. 2 1932 DESTROYED.
 JZ3281'
 JZ3281'WALTING AZIMUTH 1932 RECOVERED GOOD.
 JZ3281'
 JZ3281'ABOUT 5 MILES NORTH AND 1-3/4 MILES EAST OF RICHMOND, INDIANA, 1-1/2
 JZ3281'MILES NORTH AND 1-3/4 MILES WEST OF CHESTER, INDIANA, 1 MILE NORTH
 JZ3281'AND 1-1/4 MILES WEST OF MIDDLEBORO, IND. ABOUT 656 FEET WEST OF OLD
 JZ3281'FARMHOUSE, 41.5 FEET NORTH OF THE CENTER OF ASPHALT ROAD, 23 FEET
 JZ3281'EAST OF FENCE, 80.75 FEET NORTHEAST OF POWER POLE AND IS 14 INCHES
 JZ3281'BELOW THE SURFACE OF THE GROUND.
 JZ3281'
 JZ3281'REFERENCE MARK NO. 1
 JZ3281'19.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 132 FEET
 JZ3281'SOUTHEAST OF A FENCE CORNER 1 FOOT SOUTH OF A STEEL WITNESS POST,
 JZ3281'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ3281'PROJECTING 4 INCHES ABOVE THE GROUND.
 JZ3281'
 JZ3281'REFERENCE MARK NO. 2
 JZ3281'DESTROYED
 JZ3281'
 JZ3281'AZIMUTH MARK
 JZ3281'1 FOOT EAST OF FENCE OF THE NORTH-SOUTH FENCE LINE, 50 FEET SOUTH
 JZ3281'OF THE TOP OF A HILL, 270 FEET NORTH OF A FENCE GOING WEST, 1.5
 JZ3281'FEET EAST OF A STEEL WITNESS POST AND PROJECTS 3 INCHES ABOVE THE
 JZ3281'GROUND.
 JZ3281
 JZ3281                          STATION RECOVERY (1980)
 JZ3281
 JZ3281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (KM)
 JZ3281'WALTING 1932 RECOVERED GOOD.
 JZ3281'
 JZ3281'(AZIM) COULD NOT FIND.
 JZ3281'
 JZ3281'RM 1 COULD NOT FIND.
 JZ3281'
 JZ3281'RM 2 COULD NOT FIND.
 JZ3281'
 JZ3281'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES N OF RICHMOND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1175 ***********************************************************************
 JZ1175  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1175  DESIGNATION -  WALTING RM 1
 JZ1175  PID         -  JZ1175
 JZ1175  STATE/COUNTY-  IN/WAYNE
 JZ1175  COUNTRY     -  US
 JZ1175  USGS QUAD   -  WHITEWATER (2019)
 JZ1175
 JZ1175                         *CURRENT SURVEY CONTROL
 JZ1175  ______________________________________________________________________
 JZ1175* NAD 83(2011) POSITION- 39 54 38.57044(N) 084 51 21.23080(W)   ADJUSTED
 JZ1175* NAD 83(2011) ELLIP HT-   322.733 (meters)        (06/27/12)   ADJUSTED
 JZ1175* NAD 83(2011) EPOCH   -  2010.00
 JZ1175* NAVD 88 ORTHO HEIGHT -   356.467 (meters)     1169.51  (feet) ADJUSTED
 JZ1175  ______________________________________________________________________
 JZ1175  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 JZ1175  NAD 83(2011) X  -    439,277.874 (meters)                     COMP
 JZ1175  NAD 83(2011) Y  - -4,879,588.897 (meters)                     COMP
 JZ1175  NAD 83(2011) Z  -  4,070,593.292 (meters)                     COMP
 JZ1175  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 JZ1175  DYNAMIC HEIGHT  -        356.260 (meters)     1168.83  (feet) COMP
 JZ1175  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 JZ1175
 JZ1175  VERT ORDER      -  SECOND    CLASS 0
 JZ1175
 JZ1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ1175  Standards:
 JZ1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ1175  -------------------------------------------------------------------
 JZ1175  NETWORK    0.58   1.31           0.27   0.19   0.67     -0.08094876
 JZ1175  -------------------------------------------------------------------
 JZ1175  Click here for local accuracies and other accuracy information.
 JZ1175
 JZ1175.The horizontal coordinates were established by GPS observations
 JZ1175.and adjusted by the National Geodetic Survey in June 2012.
 JZ1175
 JZ1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ1175.been affixed to the stable North American tectonic plate. See 
 JZ1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ1175
 JZ1175.The horizontal coordinates are valid at the epoch date displayed above
 JZ1175.which is a decimal equivalence of Year/Month/Day.
 JZ1175
 JZ1175.The orthometric height was determined by differential leveling and
 JZ1175.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1175.in June 1991.
 JZ1175
 JZ1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1175.GEOID18 height accuracy estimate available here.
 JZ1175
 JZ1175.Click photographs - Photos may exist for this station.
 JZ1175
 JZ1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1175
 JZ1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ1175
 JZ1175.The ellipsoidal height was determined by GPS observations
 JZ1175.and is referenced to NAD 83.
 JZ1175
 JZ1175.The dynamic height is computed by dividing the NAVD 88
 JZ1175.geopotential number by the normal gravity value computed on the
 JZ1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1175.degrees latitude (g = 980.6199 gals.).
 JZ1175
 JZ1175.The modeled gravity was interpolated from observed gravity values.
 JZ1175
 JZ1175. The following values were computed from the NAD 83(2011) position.
 JZ1175
 JZ1175;                    North         East     Units Scale Factor Converg.
 JZ1175;SPC IN E     -   517,918.907   169,322.904   MT  1.00002581   +0 31 12.7
 JZ1175;SPC IN E     - 1,699,205.61    555,520.23   sFT  1.00002581   +0 31 12.7
 JZ1175;UTM  16      - 4,420,048.044   683,265.751   MT  1.00001349   +1 22 33.7
 JZ1175
 JZ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1175!SPC IN E     -   0.99994937  x   1.00002581  =   0.99997518
 JZ1175!UTM  16      -   0.99994937  x   1.00001349  =   0.99996286
 JZ1175
 JZ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8326520048(NAD 83)
 JZ1175
 JZ1175                          SUPERSEDED SURVEY CONTROL
 JZ1175
 JZ1175  NAD 83(2007)-  39 54 38.57047(N)    084 51 21.23163(W) AD(2002.00) 0
 JZ1175  ELLIP H (02/10/07)  322.750  (m)                       GP(2002.00)    
 JZ1175  ELLIP H (09/23/04)  322.715  (m)                       GP(       ) 4 1
 JZ1175  NAD 83(1997)-  39 54 38.57067(N)    084 51 21.23107(W) AD(       ) B
 JZ1175  ELLIP H (04/10/98)  322.826  (m)                       GP(       ) 4 1
 JZ1175  NAVD 88             356.47   (m)         1169.5    (f) LEVELING    3  
 JZ1175  NAVD 88 (09/23/04)  356.4    (m)  GEOID03  model used  GPS OBS        
 JZ1175  NAVD 88             356.47   (m)         1169.5    (f) LEVELING    3  
 JZ1175  NGVD 29 (??/??/92)  356.606  (m)         1169.96   (f) ADJ UNCH    2 0
 JZ1175
 JZ1175.Superseded values are not recommended for survey control.
 JZ1175
 JZ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1175.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1175
 JZ1175_MARKER: DR = REFERENCE MARK DISK
 JZ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1175_STAMPING: WALTING NO 1 1932
 JZ1175_MARK LOGO: CGS
 JZ1175_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1175+STABILITY: SURFACE MOTION
 JZ1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1175+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2015
 JZ1175
 JZ1175  HISTORY     - Date     Condition        Report By
 JZ1175  HISTORY     - 1932     MONUMENTED       CGS
 JZ1175  HISTORY     - 1969     GOOD             LOCSUR
 JZ1175  HISTORY     - 19970805 GOOD             SEC
 JZ1175  HISTORY     - 2003     GOOD             INDOT
 JZ1175  HISTORY     - 20030701 GOOD             INDOT
 JZ1175  HISTORY     - 20090522 GOOD             WOOLPT
 JZ1175  HISTORY     - 20120203 GOOD             WOOLPT
 JZ1175  HISTORY     - 20150806 GOOD             INDIV
 JZ1175
 JZ1175                          STATION DESCRIPTION
 JZ1175
 JZ1175'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 JZ1175'2.4 MI NW FROM MIDDLEBORO.
 JZ1175'1.05 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE OVER
 JZ1175'MIDDLE FORK AT MIDDLEBORO, THENCE ABOUT 1.3 MILES WEST ALONG A
 JZ1175'GRAVEL ROAD, 0.3 MILE WEST OF A CROSS ROAD, 19.5 FEET NORTHEAST
 JZ1175'OF THE CENTER LINE OF THE ROAD, 132 FEET SOUTHEAST OF A FENCE
 JZ1175'CORNER, ABOUT 2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ1175'CONCRETE POST PROJECTING 4 INCHES.  1 FOOT SOUTH OF A STEEL
 JZ1175'WITNESS POST.
 JZ1175
 JZ1175                          STATION RECOVERY (1997)
 JZ1175
 JZ1175'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 JZ1175'STATION IS ABOUT 5 KM (3.10 MI) NORTH OF RICHMOND, 6 KM (3.70 MI)
 JZ1175'SOUTHEAST OF FOUNTAIN CITY, AND 3 KM (1.85 MI) NORTHWEST OF
 JZ1175'MIDDLEBORO.  OWNERSHIP--COUNTY ROAD SUPERVISOR.  TO REACH THE STATION
 JZ1175'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND STATE ROAD 27, FROM
 JZ1175'OFF-RAMP ON NORTH SIDE OF WEST BOUND I-70 AND STATE ROAD 27, TURN
 JZ1175'NORTH ON STATE ROAD 27 FOR 1.3 KILOMETERS (0.80 MI) TO ARBA PIKE,
 JZ1175'NORTH ON ARBA PIKE FOR 3.4 KILOMETERS (2.10 MI) TO INKE ROAD, TURN
 JZ1175'EAST ON INKE ROAD, 52.2 METERS (171.3 FT) EAST OF NEAREST UTILITY POLE
 JZ1175'TO WEST AND 27.3 METERS (89.6 FT) WEST OF NEAREST UTILITY POLE TO
 JZ1175'EAST.  STATION IS SET ON SLOPING BANK, NORTH OF ROAD ABOUT 0.5 METER
 JZ1175'(1.6 FT) ABOVE GRADE OF ROAD.
 JZ1175
 JZ1175                          STATION RECOVERY (2003)
 JZ1175
 JZ1175'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JZ1175'STATION IS LOCATED IN FRANKLIN TOWNSHIP, ABOUT 6 MI NORTH-NORTHEAST OF
 JZ1175'RICHMOND, 1.75 MI NORTHWEST OF MIDDLEBORO, 4.4 MI SOUTHEAST OF
 JZ1175'FOUNTAIN CITY, ON THE  NORTH SIDE OF INKE ROAD AND ON PUBLIC
 JZ1175'RIGHT-OF-WAY.
 JZ1175'
 JZ1175'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 27,
 JZ1175'ABOUT 2 MI  NORTH OF RICHMOND,GO NORTH FOR 0.9 MI ON HIGHWAY 27 TO
 JZ1175'ARBA PIKE.  TURN RIGHT AND GO  NORTH ON ARBA PIKE FOR 2.1 MI TO INKE
 JZ1175'ROAD.  TURN RIGHT AND GO EAST FOR 1.2 MI ON INKE ROAD  TO THE STATION
 JZ1175'ON THE LEFT, 0.3 MI WEST OF THE JUNCTION OF PARK ELWOOD RD.
 JZ1175'
 JZ1175'THE STATION IS 1.3 MI WEST OF STATE ROUTE 227, 310 FT WEST OF A LANE
 JZ1175'LEADING SOUTH IN THE  MIDDLE OF AN S CURVE, 132 FT EAST OF A
 JZ1175'NORTH-SOUTH FENCE, 171.3 FT EAST OF A POWER POLE,  89.6 FT WEST OF A
 JZ1175'POWER POLE, 8.7 FT NORTH OF THE EDGE OF PAVEMENT ON A SLOPING BANK,
 JZ1175'AND IN TOP OF A 1.2 FT SQUARE CONCRETE MONUMENT WITH MINOR EROSION
 JZ1175'OCCURRING ON  THE SOUTH SIDE.
 JZ1175
 JZ1175                          STATION RECOVERY (2003)
 JZ1175
 JZ1175'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 JZ1175'RECOVERED AS DESCRIBED.
 JZ1175
 JZ1175                          STATION RECOVERY (2009)
 JZ1175
 JZ1175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 JZ1175'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ1175'
 JZ1175'NOTE--UPDATES TO THE DESCRIPTION ARE AS FOLLOWS, THE STATION IS 18.9
 JZ1175'FT (5.8 M) NORTHEAST OF THE CENTERLINE OF INKE ROAD, 89.8 FT (27.4 M)
 JZ1175'WEST-NORTHWEST OF UTILITY POLE --R3-10.8-14.5-- AND 1.0 FT (0.3 M)
 JZ1175'SOUTH OF A METAL WITNESS POST.
 JZ1175
 JZ1175                          STATION RECOVERY (2012)
 JZ1175
 JZ1175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 JZ1175'RECOVERED IN GOOD CONDITION.
 JZ1175
 JZ1175                          STATION RECOVERY (2015)
 JZ1175
 JZ1175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TRK)
 JZ1175'RECOVERY NOTE BY AECOM 2015
 JZ1175'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1176 ***********************************************************************
 JZ1176  DESIGNATION -  WALTING RM 2
 JZ1176  PID         -  JZ1176
 JZ1176  STATE/COUNTY-  IN/WAYNE
 JZ1176  COUNTRY     -  US
 JZ1176  USGS QUAD   -  WHITEWATER (2019)
 JZ1176
 JZ1176                         *CURRENT SURVEY CONTROL
 JZ1176  ______________________________________________________________________
 JZ1176* NAD 83(1986) POSITION- 39 54 40.40   (N) 084 51 22.56   (W)   HD_HELD1
 JZ1176* NAVD 88 ORTHO HEIGHT -   357.079 (meters)     1171.52  (feet) ADJUSTED
 JZ1176  ______________________________________________________________________
 JZ1176  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 JZ1176  DYNAMIC HEIGHT  -        356.872 (meters)     1170.84  (feet) COMP
 JZ1176  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 JZ1176
 JZ1176  VERT ORDER      -  SECOND    CLASS 0
 JZ1176
 JZ1176.The horizontal coordinates were determined by differentially corrected
 JZ1176.hand held GPS observations or other comparable positioning techniques
 JZ1176.and have an estimated accuracy of +/- 3 meters.
 JZ1176
 JZ1176.The orthometric height was determined by differential leveling and
 JZ1176.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1176.in June 1991.
 JZ1176
 JZ1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1176.GEOID18 height accuracy estimate available here.
 JZ1176
 JZ1176.Click photographs - Photos may exist for this station.
 JZ1176
 JZ1176.The dynamic height is computed by dividing the NAVD 88
 JZ1176.geopotential number by the normal gravity value computed on the
 JZ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1176.degrees latitude (g = 980.6199 gals.).
 JZ1176
 JZ1176.The modeled gravity was interpolated from observed gravity values.
 JZ1176
 JZ1176;                    North         East    Units  Estimated Accuracy
 JZ1176;SPC IN E     -   517,975.0     169,290.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1176
 JZ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8323220103(NAD 83)
 JZ1176
 JZ1176                          SUPERSEDED SURVEY CONTROL
 JZ1176
 JZ1176  NGVD 29 (??/??/92)  357.22   (m)         1172.0    (f) COMPUTED    2 0
 JZ1176
 JZ1176.Superseded values are not recommended for survey control.
 JZ1176
 JZ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1176.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1176
 JZ1176_MARKER: DR = REFERENCE MARK DISK
 JZ1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1176_STAMPING: WALTING NO 2 1932
 JZ1176_MARK LOGO: CGS
 JZ1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1176+STABILITY: SURFACE MOTION
 JZ1176
 JZ1176  HISTORY     - Date     Condition        Report By
 JZ1176  HISTORY     - 1932     MONUMENTED       CGS
 JZ1176  HISTORY     - 1947     GOOD             CGS
 JZ1176  HISTORY     - 1969     MARK NOT FOUND   LOCSUR
 JZ1176
 JZ1176                          STATION DESCRIPTION
 JZ1176
 JZ1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1176'2.4 MI NW FROM MIDDLEBORO.
 JZ1176'ABOUT 1.05 MILE NORTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE
 JZ1176'OVER MIDDLE FORK AT MIDDLEBORO, THENCE ABOUT 1.3 MILES WEST
 JZ1176'ALONG A GRAVEL ROAD, ABOUT 0.3 MILE WEST OF A CROSS ROAD, 150
 JZ1176'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 150 YARDS
 JZ1176'WEST OF CHARLES WALTINGS FARM HOUSE, 22 FEET EAST OF THE CENTER
 JZ1176'LINE OF A PRIVATE LANE, 138 FEET NORTH OF A FENCE CORNER, 13
 JZ1176'FEET EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET EAST OF A WHITE
 JZ1176'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JZ1176'PROJECTING 4 INCHES.
 JZ1176
 JZ1176                          STATION RECOVERY (1969)
 JZ1176
 JZ1176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 JZ1176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2390 ***********************************************************************
 LB2390  DESIGNATION -  WALTON
 LB2390  PID         -  LB2390
 LB2390  STATE/COUNTY-  IN/CASS
 LB2390  COUNTRY     -  US
 LB2390  USGS QUAD   -  ONWARD (2019)
 LB2390
 LB2390                         *CURRENT SURVEY CONTROL
 LB2390  ______________________________________________________________________
 LB2390* NAD 83(1997) POSITION- 40 38 06.74982(N) 086 13 26.94287(W)   ADJUSTED
 LB2390* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LB2390  ______________________________________________________________________
 LB2390  GEOID HEIGHT    -        -34.318 (meters)                     GEOID18
 LB2390  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 LB2390  HORZ ORDER      -  SECOND
 LB2390
 LB2390.The horizontal coordinates were established by classical geodetic methods
 LB2390.and adjusted by the National Geodetic Survey in May 1999.
 LB2390
 LB2390.The orthometric height was scaled from a topographic map.
 LB2390
 LB2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2390.GEOID18 height accuracy estimate available here.
 LB2390
 LB2390.Click photographs - Photos may exist for this station.
 LB2390
 LB2390.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2390
 LB2390. The following values were computed from the NAD 83(1997) position.
 LB2390
 LB2390;                    North         East     Units Scale Factor Converg.
 LB2390;SPC IN E     -   598,198.705    52,839.782   MT  0.99999403   -0 21 47.0
 LB2390;SPC IN E     - 1,962,590.25    173,358.52   sFT  0.99999403   -0 21 47.0
 LB2390;UTM  16      - 4,498,552.302   565,608.835   MT  0.99965298   +0 30 19.0
 LB2390
 LB2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2390!SPC IN E     -   0.99996744  x   0.99999403  =   0.99996147
 LB2390!UTM  16      -   0.99996744  x   0.99965298  =   0.99962043
 LB2390
 LB2390:                Primary Azimuth Mark                     Grid Az
 LB2390:SPC IN E     -  WALTON AZ MK                             331 21 08.0
 LB2390:UTM  16      -  WALTON AZ MK                             330 29 02.0
 LB2390
 LB2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6560898552(NAD 83)
 LB2390
 LB2390|---------------------------------------------------------------------|
 LB2390| PID    Reference Object                     Distance      Geod. Az  |
 LB2390|                                                           dddmmss.s |
 LB2390| LB2381 GALVESTON MUNICIPAL TANK            APPROX. 7.2 KM 1532243.4 |
 LB2390| LB2389 L 33 CASS INHC                       37.466 METERS 23252     |
 LB2390| CC9567 WALTON AZ MK                                       3305921.0 |
 LB2390| LB2392 WALTON MUNICIPAL TANK               APPROX. 3.1 KM 3314721.4 |
 LB2390| CC9568 WALTON RM 1                          26.982 METERS 33449     |
 LB2390|---------------------------------------------------------------------|
 LB2390
 LB2390                          SUPERSEDED SURVEY CONTROL
 LB2390
 LB2390  NAD 83(1986)-  40 38 06.75455(N)    086 13 26.95471(W) AD(       ) 2
 LB2390  NAD 27      -  40 38 06.61500(N)    086 13 26.96820(W) AD(       ) 2
 LB2390
 LB2390.Superseded values are not recommended for survey control.
 LB2390
 LB2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2390.See file dsdata.pdf to determine how the superseded data were derived.
 LB2390
 LB2390_MARKER: DS = TRIANGULATION STATION DISK
 LB2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2390_STAMPING: WALTON 1954
 LB2390_MARK LOGO: CGS
 LB2390_PROJECTION: FLUSH
 LB2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2390+STABILITY: SURFACE MOTION
 LB2390
 LB2390  HISTORY     - Date     Condition        Report By
 LB2390  HISTORY     - 1954     MONUMENTED       CGS
 LB2390
 LB2390                          STATION DESCRIPTION
 LB2390
 LB2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2390'STATION IS LOCATED ON THE NORTHEAST SIDE OF U. S. HIGHWAY 35 BETWEEN
 LB2390'THE HIGHWAY AND THE PENNSYLVANIA RAILROAD TRACKS ABOUT 4 MILES
 LB2390'NORTHWEST OF GALVESTON AND ABOUT 2 MILES SOUTHEAST OF WALTON.  IT
 LB2390'IS 157 FEET NORTH OF THE INTERSECTION OF THE HIGHWAY AND A GRAVEL
 LB2390'CROSSROAD, 124 FEET NORTHEAST OF A WHITE WITNESS POST, 45 FEET
 LB2390'NORTHEAST OF THE CENTER OF THE HIGHWAY AND 35 FEET SOUTHWEST
 LB2390'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.  THE MARK IS FLUSH
 LB2390'AND THE DISK IS STAMPED WALTON 1954.
 LB2390'
 LB2390'REFERENCE MARK NO. 1 IS 46 FEET NORTHEAST OF THE CENTER OF THE
 LB2390'HIGHWAY AND 34 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 LB2390'TRACKS.  THE MARK IS FLUSH AND THE DISK IS STAMPED WALTON 1954.
 LB2390'
 LB2390'L 33 CASS (STATE HIGHWAY) B. M. WAS USED AS A REFERENCE MARK.  IT IS
 LB2390'77 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 87 FEET NORTHWEST
 LB2390'OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTHEAST OF A WHITE
 LB2390'WITNESS POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST PROJECTING
 LB2390'ABOUT 8 INCHES WITH A BRONZE STATE HIGHWAY COMMISSION OF INDIANA
 LB2390'SURVEY BENCH MARK DISK IN THE TOP STAMPED L 33 CASS.
 LB2390'
 LB2390'AZIMUTH MARK IS 80 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 3
 LB2390'FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT NORTHEAST OF A FENCE AND
 LB2390'1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LB2390'THE DISK IS STAMPED WALTON 1954.
 LB2390'
 LB2390'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND STATE
 LB2390'HIGHWAY 18 IN GALVESTON, GO NORTHWEST ON HIGHWAY 35 FOR 4.25 MILES
 LB2390'TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 LB2390'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.65 MILE TO THE AZIMUTH
 LB2390'MARK ON THE LEFT AS DESCRIBED.
 LB2390'
 LB2390'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2392 ***********************************************************************
 LB2392  DESIGNATION -  WALTON MUNICIPAL TANK
 LB2392  PID         -  LB2392
 LB2392  STATE/COUNTY-  IN/CASS
 LB2392  COUNTRY     -  US
 LB2392  USGS QUAD   -  ONWARD (2019)
 LB2392
 LB2392                         *CURRENT SURVEY CONTROL
 LB2392  ______________________________________________________________________
 LB2392* NAD 83(1997) POSITION- 40 39 35.19336(N) 086 14 29.24702(W)   ADJUSTED
 LB2392  ______________________________________________________________________
 LB2392  GEOID HEIGHT    -        -34.303 (meters)                     GEOID18
 LB2392  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 LB2392  HORZ ORDER      -  THIRD
 LB2392
 LB2392.The horizontal coordinates were established by classical geodetic methods
 LB2392.and adjusted by the National Geodetic Survey in May 1999.
 LB2392
 LB2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2392.GEOID18 height accuracy estimate available here.
 LB2392
 LB2392.Click photographs - Photos may exist for this station.
 LB2392
 LB2392.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2392
 LB2392. The following values were computed from the NAD 83(1997) position.
 LB2392
 LB2392;                    North         East     Units Scale Factor Converg.
 LB2392;SPC IN E     -   600,936.223    51,393.547   MT  0.99999574   -0 22 28.3
 LB2392;SPC IN E     - 1,971,571.59    168,613.66   sFT  0.99999574   -0 22 28.3
 LB2392;UTM  16      - 4,501,266.650   564,121.779   MT  0.99965061   +0 29 39.3
 LB2392
 LB2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6412101266(NAD 83)
 LB2392
 LB2392                          SUPERSEDED SURVEY CONTROL
 LB2392
 LB2392  NAD 83(1986)-  40 39 35.19734(N)    086 14 29.25926(W) AD(       ) 3
 LB2392  NAD 27      -  40 39 35.05200(N)    086 14 29.26800(W) AD(       ) 3
 LB2392
 LB2392.Superseded values are not recommended for survey control.
 LB2392
 LB2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2392.See file dsdata.pdf to determine how the superseded data were derived.
 LB2392
 LB2392_MARKER: 53 = ELEVATED TANK
 LB2392
 LB2392  HISTORY     - Date     Condition        Report By
 LB2392  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2392  HISTORY     - 1954     GOOD             CGS
 LB2392  HISTORY     - 1989     GOOD             USPSQD
 LB2392
 LB2392                          STATION DESCRIPTION
 LB2392
 LB2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2392'THIS IS AN INTERSECTION STATION.
 LB2392'
 LB2392'STATION IS LOCATED IN THE CENTER OF WALTON ABOUT 150 FEET WEST OF THE
 LB2392'MAIN STREET.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH A LARGE STEEL
 LB2392'WATER TANK ATOP, PAINTED SILVER AND HAS THE LEGEND WALTON PAINTED
 LB2392'IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH SIDE OF THE TANK.
 LB2392'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 LB2392'ROOF.
 LB2392
 LB2392                          STATION RECOVERY (1954)
 LB2392
 LB2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2392'STATION WAS RECOVERED AS DESCRIBED.  THE OLD DESCRIPTION IS
 LB2392'ADEQUATE.
 LB2392
 LB2392                          STATION RECOVERY (1989)
 LB2392
 LB2392'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1937 ***********************************************************************
 KA1937  DESIGNATION -  WAMPNER
 KA1937  PID         -  KA1937
 KA1937  STATE/COUNTY-  IN/MARION
 KA1937  COUNTRY     -  US
 KA1937  USGS QUAD   -  BEECH GROVE (2019)
 KA1937
 KA1937                         *CURRENT SURVEY CONTROL
 KA1937  ______________________________________________________________________
 KA1937* NAD 83(1997) POSITION- 39 43 47.97159(N) 086 02 19.55686(W)   ADJUSTED
 KA1937* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 KA1937  ______________________________________________________________________
 KA1937  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 KA1937  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 KA1937  HORZ ORDER      -  FIRST
 KA1937
 KA1937.The horizontal coordinates were established by classical geodetic methods
 KA1937.and adjusted by the National Geodetic Survey in May 1999.
 KA1937
 KA1937.The orthometric height was scaled from a topographic map.
 KA1937
 KA1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1937.GEOID18 height accuracy estimate available here.
 KA1937
 KA1937.Click photographs - Photos may exist for this station.
 KA1937
 KA1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1937
 KA1937. The following values were computed from the NAD 83(1997) position.
 KA1937
 KA1937;                    North         East     Units Scale Factor Converg.
 KA1937;SPC IN E     -   497,605.316    68,101.245   MT  0.99997919   -0 14 16.2
 KA1937;SPC IN E     - 1,632,560.11    223,428.83   sFT  0.99997919   -0 14 16.2
 KA1937;UTM  16      - 4,398,231.360   582,373.636   MT  0.99968354   +0 36 51.9
 KA1937
 KA1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1937!SPC IN E     -   0.99996310  x   0.99997919  =   0.99994229
 KA1937!UTM  16      -   0.99996310  x   0.99968354  =   0.99964665
 KA1937
 KA1937:                Primary Azimuth Mark                     Grid Az
 KA1937:SPC IN E     -  WAMPNER AZ MK                            116 14 48.7
 KA1937:UTM  16      -  WAMPNER AZ MK                            115 23 40.6
 KA1937
 KA1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8237398231(NAD 83)
 KA1937
 KA1937|---------------------------------------------------------------------|
 KA1937| PID    Reference Object                     Distance      Geod. Az  |
 KA1937|                                                           dddmmss.s |
 KA1937| JZ3394 CUMBERLAND SMITH AND YOUNG STK      APPROX. 8.1 KM 0523248.0 |
 KA1937| CC9572 WAMPNER RM 2                         37.122 METERS 05927     |
 KA1937| JZ3389 JULIETTA MARION CO HOSPITAL TK      APPROX. 7.3 KM 0820053.8 |
 KA1937| CC9570 WAMPNER AZ MK                                      1160032.5 |
 KA1937| KA1953 INDIANAPOLIS VAN CAMP CO STACK      APPROX. 9.7 KM 2761920.6 |
 KA1937| KA1930 INDIANPOLIS MERCH BANK TOWER        APPROX.11.0 KM 2914644.7 |
 KA1937| KA1928 INDIANAPOLIS CAPITOL DOME FLAG      APPROX.11.4 KM 2920213.5 |
 KA1937| KA1927 INDIANAPOLIS CIT GAS COKE STK       APPROX. 7.0 KM 2923237.0 |
 KA1937| KA1929 INDIANAPOLIS SOLDIERS SAIL MON      APPROX.11.1 KM 2924442.0 |
 KA1937| KA1922 INDIANPOLIS PRR CAR BARNS STK       APPROX. 5.2 KM 3015837.0 |
 KA1937| KA1917 INDIANAPOLIS P R MALLORY CO TK      APPROX. 7.6 KM 3033223.0 |
 KA1937| CC9571 WAMPNER RM 1                         48.786 METERS 34400     |
 KA1937|---------------------------------------------------------------------|
 KA1937
 KA1937                          SUPERSEDED SURVEY CONTROL
 KA1937
 KA1937  NAD 83(1986)-  39 43 47.97427(N)    086 02 19.57941(W) AD(       ) 1
 KA1937  NAD 27      -  39 43 47.81700(N)    086 02 19.64100(W) AD(       ) 1
 KA1937
 KA1937.Superseded values are not recommended for survey control.
 KA1937
 KA1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1937.See file dsdata.pdf to determine how the superseded data were derived.
 KA1937
 KA1937_MARKER: DS = TRIANGULATION STATION DISK
 KA1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1937_STAMPING: WAMPNER 1939
 KA1937_MARK LOGO: CGS
 KA1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1937+STABILITY: SURFACE MOTION
 KA1937
 KA1937  HISTORY     - Date     Condition        Report By
 KA1937  HISTORY     - 1939     MONUMENTED       CGS
 KA1937  HISTORY     - 1943     SEE DESCRIPTION  CGS
 KA1937  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA1937  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1937
 KA1937                          STATION DESCRIPTION
 KA1937
 KA1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1937'THIS STATION IS LOCATED ABOUT 7 MILES SE OF DOWNTOWN INDIANAPOLIS,
 KA1937'0.25 MILE E OF A SMALL SETTLEMENT OF FIVE POINTS, ON THE HIGHEST
 KA1937'POINT OF A PROMINENT KNOLL, THE S HALF OF WHICH IS A GRAVEL PIT, ON
 KA1937'PROPERTY OWNED BY MR. LOUIS WAMPNER, WHO LIVES ABOUT 200
 KA1937'YARDS S OF THE STATION. THE MARK WHICH PROJECTS 6 INCHES, IS 40 FEET
 KA1937'NW OF THE NW EDGE OF THE PIT, 113 FEET W OF THE E FENCE
 KA1937'LINE, 4 FEET S OF A STANDARD REFERENCE POST.
 KA1937'
 KA1937'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KA1937'DISKS SET IN CONCRETE.
 KA1937'
 KA1937'REFERENCE MARK NO. 1 IS NNW OF THE STATION, SET 6 FEET SE OF A
 KA1937'14-INCH HARDWOOD TREE, 4 FEET SE OF A STANDARD REFERENCE
 KA1937'POST. THE MARK PROJECTS 4 INCHES.
 KA1937'
 KA1937'REFERENCE MARK NO. 2 IS ENE OF THE STATION, 5 FEET W OF THE E FENCE
 KA1937'LINE, 60 FEET N OF THE N EDGE OF THE GRAVEL PIT, 3.5 FEET NE OF A
 KA1937'STANDARD REFERENCE POST. THE MARK PROJECTS 4 INCHES.
 KA1937'
 KA1937'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SE OF THE STATION, ON THE
 KA1937'N SIDE OF THE GRAVEL ROAD, 1.5 FEET S OF THE FENCE LINE, 16
 KA1937'FEET N ON THE CENTER LINE OF THE ROAD, 33.5 FEET W OF THE SE FENCE
 KA1937'CORNER, 4 FEET W OF A POWER LINE POLE NO. 248. THE MARK
 KA1937'PROJECTS 8 INCHES.
 KA1937'
 KA1937'TO REACH THE STATION FROM THE CENTER OF INDIANAPOLIS, GO S ON STATE
 KA1937'HIGHWAY 29 TO THE SMALL SETTLEMENT OF FIVE POINTS, TURN
 KA1937'LEFT ON A T-ROAD ON THE N SIDE OF A GARAGE AND GO 0.25 MILE TO A FARM
 KA1937'ROAD LEFT, GO 0.25 MILE N TO THE TOP OF THE KNOLL AND THE
 KA1937'STATION.
 KA1937'
 KA1937'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KA1937
 KA1937                          STATION RECOVERY (1943)
 KA1937
 KA1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SWB)
 KA1937'THE TRIANGULATION STATION WAMPNER HAS BEEN REMOVED. THE MONUMENT IS
 KA1937'NOW LYING ABOUT 25 FEET NORTH OF REFERENCE STATION NO. 2
 KA1937'AND ALONG THE NORTH AND SOUTH FENCE ALONG THE EAST SIDE OF THE GRAVEL
 KA1937'PIT.
 KA1937'
 KA1937'WAMPNER REFERENCE STATIONS NOS. 1 AND 2 ARE STILL IN PLACE AND THE
 KA1937'ORIGINAL DESCRIPTIONS ARE STILL GOOD. WAMPNER AZIMUTH
 KA1937'STATION, WHICH IS APPROXIMATELY 0.8 MILES SE OF THE TRIANGULATION
 KA1937'STATION IS STILL IN PLACE AND ITS ORIGINAL DESCRIPTION IS STILL
 KA1937'GOOD.
 KA1937'
 KA1937'THE STATION WAS REMOVED IN 1941 BY WPA WORKERS OBTAINING DIRT FOR
 KA1937'HIGHWAY PURPOSES. AUTHORITY FOR THIS INFORMATION IS FLOYD WAMPNER,
 KA1937'RR NO. 9, BOX 563, INDIANAPOLIS, INDIANA, WHO OWNS THE PROPERTY ON
 KA1937'WHICH THE STATION IS LOCATED.
 KA1937
 KA1937                          STATION RECOVERY (1959)
 KA1937
 KA1937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KA1937'GRADING OF THE HILL IN WHICH THESE TWO REFERENCE MARKS HAD BEEN
 KA1937'IMBEDDED HAS DESTROYED ABOVE TWO MARKS.  THE TRIANGULATION STATION
 KA1937'WAMPNER 1939 HAS BEEN ALREADY REPORTED DESTROYED IN 1943.
 KA1937
 KA1937                          STATION RECOVERY (1975)
 KA1937
 KA1937'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1937'WAMPNER REFERENCE MARKS NOT RECOVERED.
 KA1937'
 KA1937'STATION WAMPNER DESTROYED IN 1941 AS PER DESCRIPTION 1943.
 KA1937'
 KA1937'WITNESS POST AND SIGN SET AT AZIMUTH MARK.
 KA1937'
 KA1937'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE PART OF
 KA1937'INDIANAPOLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0567 ***********************************************************************
 ME0567  DESIGNATION -  WANATAH
 ME0567  PID         -  ME0567
 ME0567  STATE/COUNTY-  IN/LA PORTE
 ME0567  COUNTRY     -  US
 ME0567  USGS QUAD   -  WANATAH (2019)
 ME0567
 ME0567                         *CURRENT SURVEY CONTROL
 ME0567  ______________________________________________________________________
 ME0567* NAD 83(1997) POSITION- 41 26 04.05573(N) 086 53 26.87442(W)   ADJUSTED
 ME0567* NAVD 88 ORTHO HEIGHT -   223.258 (meters)      732.47  (feet) ADJUSTED
 ME0567  ______________________________________________________________________
 ME0567  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0567  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 ME0567  DYNAMIC HEIGHT  -        223.168 (meters)      732.18  (feet) COMP
 ME0567  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 ME0567
 ME0567  HORZ ORDER      -  SECOND
 ME0567  VERT ORDER      -  FIRST     CLASS I
 ME0567
 ME0567.The horizontal coordinates were established by classical geodetic methods
 ME0567.and adjusted by the National Geodetic Survey in May 1999.
 ME0567
 ME0567.The orthometric height was determined by differential leveling and
 ME0567.adjusted by the NATIONAL GEODETIC SURVEY
 ME0567.in June 1991.
 ME0567
 ME0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0567.GEOID18 height accuracy estimate available here.
 ME0567
 ME0567.Click photographs - Photos may exist for this station.
 ME0567
 ME0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0567
 ME0567.The dynamic height is computed by dividing the NAVD 88
 ME0567.geopotential number by the normal gravity value computed on the
 ME0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0567.degrees latitude (g = 980.6199 gals.).
 ME0567
 ME0567.The modeled gravity was interpolated from observed gravity values.
 ME0567
 ME0567. The following values were computed from the NAD 83(1997) position.
 ME0567
 ME0567;                    North         East     Units Scale Factor Converg.
 ME0567;SPC IN W     -   686,824.778   916,091.590   MT  0.99996985   +0 07 38.7
 ME0567;SPC IN W     - 2,253,357.63  3,005,543.82   sFT  0.99996985   +0 07 38.7
 ME0567;UTM  16      - 4,586,993.813   509,123.448   MT  0.99960102   +0 04 20.2
 ME0567
 ME0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0567!SPC IN W     -   0.99997029  x   0.99996985  =   0.99994015
 ME0567!UTM  16      -   0.99997029  x   0.99960102  =   0.99957133
 ME0567
 ME0567:                Primary Azimuth Mark                     Grid Az
 ME0567:SPC IN W     -  WANATAH AZ MK                            265 16 40.8
 ME0567:UTM  16      -  WANATAH AZ MK                            265 19 59.3
 ME0567
 ME0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0912386993(NAD 83)
 ME0567
 ME0567|---------------------------------------------------------------------|
 ME0567| PID    Reference Object                     Distance      Geod. Az  |
 ME0567|                                                           dddmmss.s |
 ME0567| ME0566 WANATAH RM 1                         19.382 METERS 03746     |
 ME0567| ME0565 WANATAH RM 2                         25.313 METERS 11158     |
 ME0567| ME0473 LAP L 68                            117.501 METERS 21650     |
 ME0567| ME2400 WANATAH RAD STATION WKAV MAST       APPROX. 0.9 KM 2245458.7 |
 ME0567| ME0568 WANATAH AZ MK                                      2652419.5 |
 ME0567|---------------------------------------------------------------------|
 ME0567
 ME0567                          SUPERSEDED SURVEY CONTROL
 ME0567
 ME0567  NAD 83(1986)-  41 26 04.06024(N)    086 53 26.87949(W) AD(       ) 2
 ME0567  NAD 27      -  41 26 03.91110(N)    086 53 26.79110(W) AD(       ) 2
 ME0567  NGVD 29 (??/??/92)  223.355  (m)          732.79   (f) ADJ UNCH    1 1
 ME0567  NGVD 29             223.36   (m)          732.8    (f) LEVELING    3  
 ME0567
 ME0567.Superseded values are not recommended for survey control.
 ME0567
 ME0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0567.See file dsdata.pdf to determine how the superseded data were derived.
 ME0567
 ME0567_MARKER: DS = TRIANGULATION STATION DISK
 ME0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0567_STAMPING: WANATAH 1948
 ME0567_MARK LOGO: CGS
 ME0567_PROJECTION: FLUSH
 ME0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0567+STABILITY: SURFACE MOTION
 ME0567
 ME0567  HISTORY     - Date     Condition        Report By
 ME0567  HISTORY     - 1948     MONUMENTED       CGS
 ME0567  HISTORY     - 1968     GOOD             CGS
 ME0567  HISTORY     - 1968     GOOD             CGS
 ME0567  HISTORY     - 1988     GOOD             USPSQD
 ME0567  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0567  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0567
 ME0567                          STATION DESCRIPTION
 ME0567
 ME0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME0567'STATION IS LOCATED ABOUT 8 MILES NORTH OF LA CROSSE, 5 MILES WEST OF
 ME0567'HANNA AND 1/2 MILE EAST OF WANATAH AT THE JUNCTION OF U.S. HIGHWAY 30
 ME0567'AND STATE HIGHWAY 43 IN THE NORTHWEST ANGLE.  IT IS 127 FEET NORTH OF
 ME0567'THE CENTER OF THE NORTH LANE OF HIGHWAY 30, 118 FEET WEST OF CENTER OF
 ME0567'HIGHWAY 43 AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 ME0567'FLUSH WITH THE GROUND AND THE DISK IS STAMPED WANATAH 1948.
 ME0567'
 ME0567'REFERENCE MARK NO. 1 IS 63.59 FEET NORTHEAST OF STATION.  IT IS 157
 ME0567'FEET WEST OF CENTER OF HIGHWAY 43 AND 35 FEET NORTHWEST OF A TELEPHONE
 ME0567'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME0567'WANATAH NO 1 1948.
 ME0567'
 ME0567'REFERENCE MARK NO. 2 IS 83.05 FEET SOUTHEAST OF THE STATION.  IT IS 97
 ME0567'FEET NORTH OF CENTER OF THE NORTH LANE OF HIGHWAY 30 AND 63 FEET SOUTH
 ME0567'OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 ME0567'IS STAMPED WANATAH NO 2 1948.
 ME0567'
 ME0567'L 68 LAP (STATE HIGHWAY) BM WAS USED AS A REFERENCE MARK.  IT IS 385.5
 ME0567'FEET SOUTHWEST OF STATION, 119 FEET WEST OF CENTER OF HIGHWAY 43, 115
 ME0567'FEET SOUTH OF CENTER OF THE SOUTH LANE OF HIGHWAY 30 AND 1 FOOT NORTH
 ME0567'OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH
 ME0567'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD STATE HIGHWAY BM
 ME0567'DISK STAMPED L 68 LAP.
 ME0567'
 ME0567'AZIMUTH MARK IS 0.2 MILE WEST OF STATION.  IT IS 48 FEET NORTH OF
 ME0567'CENTER OF THE NORTH LANE OF HIGHWAY 30, 2 FEET EAST OF A TELEPHONE
 ME0567'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 ME0567'4 INCHES AND THE DISK IS STAMPED WANATAH 1948.
 ME0567'
 ME0567'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON HIGHWAY 30 FOR 0.2 MILE
 ME0567'TO MARK ON RIGHT OR NORTH OF HIGHWAY AS DESCRIBED.
 ME0567'
 ME0567'HEIGHT OF LIGHT ABOVE STTION MARK 30 METERS.
 ME0567
 ME0567                          STATION RECOVERY (1968)
 ME0567
 ME0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0567'0.4 MI N FROM WANATAH.
 ME0567'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE OVERPASS
 ME0567'OVER THE PENN CENTRAL RAILROAD AT WANATAH, IN SECTION 33, R 4 W,
 ME0567'T 35 N, AT THE INTERSECTION OF U.S. HIGHWAY 30, 127 FEET NORTH
 ME0567'OF THE CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 30,
 ME0567'118 FET EAST OF THE CENTER LINE OF U.S. HIGHWAY 421, 91.0 FEET
 ME0567'NORTHEAST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 ME0567'3-FOOT CULVERT UNDER U.S. HIGHWAY 30, ABOUT LEVEL WITH THE
 ME0567'HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME0567'GROUND.
 ME0567
 ME0567                          STATION RECOVERY (1968)
 ME0567
 ME0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0567'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 ME0567'RECOVERED AND IN GOOD CONDITION.  THE MARK L 68 LAP (STATE HIGHWAY
 ME0567'DEPT) WHICH WAS USED AS A REFERENCE MARK TO THE STATION HAS BEEN
 ME0567'DESTROYED.  THE TO REACH IS ADEQUATE.  THE STATE HIGHWAY MENTIONED IN
 ME0567'THE ABOVE DESCRIPTION IS ALSO US HIGHWAY 431.
 ME0567
 ME0567                          STATION RECOVERY (1988)
 ME0567
 ME0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0567'RECOVERED IN GOOD CONDITION.
 ME0567
 ME0567                          STATION RECOVERY (1992)
 ME0567
 ME0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0567'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0567
 ME0567                          STATION RECOVERY (2007)
 ME0567
 ME0567'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0567'AREA HAS UNDERGONE ROADWORK AND LANDSCAPING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0568 ***********************************************************************
 ME0568  DESIGNATION -  WANATAH AZ MK
 ME0568  PID         -  ME0568
 ME0568  STATE/COUNTY-  IN/LA PORTE
 ME0568  COUNTRY     -  US
 ME0568  USGS QUAD   -  WANATAH (2019)
 ME0568
 ME0568                         *CURRENT SURVEY CONTROL
 ME0568  ______________________________________________________________________
 ME0568* NAD 83(1986) POSITION- 41 26 02.     (N) 086 53 40.     (W)   SCALED
 ME0568* NAVD 88 ORTHO HEIGHT -   222.813 (meters)      731.01  (feet) ADJUSTED
 ME0568  ______________________________________________________________________
 ME0568  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 ME0568  DYNAMIC HEIGHT  -        222.722 (meters)      730.71  (feet) COMP
 ME0568  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 ME0568
 ME0568  VERT ORDER      -  FIRST     CLASS I
 ME0568
 ME0568.The horizontal coordinates were scaled from a map and have
 ME0568.an estimated accuracy of +/- 6 seconds.
 ME0568
 ME0568.The orthometric height was determined by differential leveling and
 ME0568.adjusted by the NATIONAL GEODETIC SURVEY
 ME0568.in June 1991.
 ME0568
 ME0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0568.GEOID18 height accuracy estimate available here.
 ME0568
 ME0568.Click photographs - Photos may exist for this station.
 ME0568
 ME0568.The dynamic height is computed by dividing the NAVD 88
 ME0568.geopotential number by the normal gravity value computed on the
 ME0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0568.degrees latitude (g = 980.6199 gals.).
 ME0568
 ME0568.The modeled gravity was interpolated from observed gravity values.
 ME0568
 ME0568;                    North         East    Units  Estimated Accuracy
 ME0568;SPC IN W     -   686,760.      915,790.      MT  (+/- 180 meters Scaled)
 ME0568
 ME0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL088869(NAD 83)
 ME0568
 ME0568                          SUPERSEDED SURVEY CONTROL
 ME0568
 ME0568  NGVD 29 (??/??/92)  222.909  (m)          731.33   (f) ADJ UNCH    1 1
 ME0568
 ME0568.Superseded values are not recommended for survey control.
 ME0568
 ME0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0568.See file dsdata.pdf to determine how the superseded data were derived.
 ME0568
 ME0568_MARKER: DZ = AZIMUTH MARK DISK
 ME0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0568_STAMPING: WANATAH 1948
 ME0568_MARK LOGO: CGS
 ME0568_PROJECTION: FLUSH
 ME0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0568+STABILITY: SURFACE MOTION
 ME0568
 ME0568  HISTORY     - Date     Condition        Report By
 ME0568  HISTORY     - 1948     MONUMENTED       CGS
 ME0568  HISTORY     - 1968     GOOD             CGS
 ME0568  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0568  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0568
 ME0568                          STATION DESCRIPTION
 ME0568
 ME0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0568'0.6 MI NW FROM WANATAH.
 ME0568'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE OVERPASS
 ME0568'OVER THE PENN CENTRAL RAILROAD AT WANATAH, THENCE 0.2 MILE
 ME0568'WEST ALONG U.S. HIGHWAY 30, IN SECTION 32, R 4 W, T 35 N, ABOUT
 ME0568'0.3 MILE EAST OF THE CROSSING OF THE MONON RAILROAD, 48.0 FEET
 ME0568'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF U.S. HIGHWAY
 ME0568'30, 2 FEET EAST OF A CABLE LINE POLE, ABOUT LEVEL WITH THE
 ME0568'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME0568'GROUND.
 ME0568
 ME0568                          STATION RECOVERY (1992)
 ME0568
 ME0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0568'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0568
 ME0568                          STATION RECOVERY (2007)
 ME0568
 ME0568'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0568'AREA HAS UNDERGONE ROADWORK AND LANDSCAPING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2400 ***********************************************************************
 ME2400  DESIGNATION -  WANATAH RAD STATION WKAV MAST
 ME2400  PID         -  ME2400
 ME2400  STATE/COUNTY-  IN/LA PORTE
 ME2400  COUNTRY     -  US
 ME2400  USGS QUAD   -  WANATAH (2019)
 ME2400
 ME2400                         *CURRENT SURVEY CONTROL
 ME2400  ______________________________________________________________________
 ME2400* NAD 83(1997) POSITION- 41 25 43.33603(N) 086 53 54.32300(W)   ADJUSTED
 ME2400  ______________________________________________________________________
 ME2400  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME2400  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 ME2400  HORZ ORDER      -  THIRD
 ME2400
 ME2400.The horizontal coordinates were established by classical geodetic methods
 ME2400.and adjusted by the National Geodetic Survey in May 1999.
 ME2400
 ME2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2400.GEOID18 height accuracy estimate available here.
 ME2400
 ME2400.Click photographs - Photos may exist for this station.
 ME2400
 ME2400.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2400
 ME2400. The following values were computed from the NAD 83(1997) position.
 ME2400
 ME2400;                    North         East     Units Scale Factor Converg.
 ME2400;SPC IN W     -   686,184.194   915,455.709   MT  0.99996961   +0 07 20.5
 ME2400;SPC IN W     - 2,251,255.98  3,003,457.61   sFT  0.99996961   +0 07 20.5
 ME2400;UTM  16      - 4,586,354.078   508,487.185   MT  0.99960089   +0 04 02.0
 ME2400
 ME2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0848786354(NAD 83)
 ME2400
 ME2400                          SUPERSEDED SURVEY CONTROL
 ME2400
 ME2400  NAD 83(1986)-  41 25 43.34058(N)    086 53 54.32800(W) AD(       ) 3
 ME2400  NAD 27      -  41 25 43.19200(N)    086 53 54.24100(W) AD(       ) 3
 ME2400
 ME2400.Superseded values are not recommended for survey control.
 ME2400
 ME2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2400.See file dsdata.pdf to determine how the superseded data were derived.
 ME2400
 ME2400_MARKER: 42 = RADIO/TV MAST
 ME2400
 ME2400  HISTORY     - Date     Condition        Report By
 ME2400  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2400  HISTORY     - 1988     GOOD             USPSQD
 ME2400
 ME2400                          STATION DESCRIPTION
 ME2400
 ME2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2400'THIS IS AN INTERSECTION STATION.
 ME2400'
 ME2400'STATION IS LOCATED IN THE REAR OF THE KANKAKEE VALLEY R.E.A. OFFICE
 ME2400'BUILDING IN THE
 ME2400'CENTER OF THE BUSINESS DISTRICT OF WANATAH.  IT IS A 4 LEGGED STEEL
 ME2400'STRUCTURE ABOUT 150 FEET HIGH AND
 ME2400'PAINTED RED AND WHITE.  POINT OBSERVED ON WAS THE
 ME2400'RED LIGHT ON TOP OF THE MAST.
 ME2400
 ME2400                          STATION RECOVERY (1988)
 ME2400
 ME2400'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0566 ***********************************************************************
 ME0566  DESIGNATION -  WANATAH RM 1
 ME0566  PID         -  ME0566
 ME0566  STATE/COUNTY-  IN/LA PORTE
 ME0566  COUNTRY     -  US
 ME0566  USGS QUAD   -  WANATAH (2019)
 ME0566
 ME0566                         *CURRENT SURVEY CONTROL
 ME0566  ______________________________________________________________________
 ME0566* NAD 83(1986) POSITION- 41 26 04.55   (N) 086 53 26.36   (W)   HD_HELD1
 ME0566* NAVD 88 ORTHO HEIGHT -   222.927 (meters)      731.39  (feet) ADJUSTED
 ME0566  ______________________________________________________________________
 ME0566  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0566  DYNAMIC HEIGHT  -        222.836 (meters)      731.09  (feet) COMP
 ME0566  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 ME0566
 ME0566  VERT ORDER      -  FIRST     CLASS I
 ME0566
 ME0566.The horizontal coordinates were determined by differentially corrected
 ME0566.hand held GPS observations or other comparable positioning techniques
 ME0566.and have an estimated accuracy of +/- 3 meters.
 ME0566
 ME0566.The orthometric height was determined by differential leveling and
 ME0566.adjusted by the NATIONAL GEODETIC SURVEY
 ME0566.in June 1991.
 ME0566
 ME0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0566.GEOID18 height accuracy estimate available here.
 ME0566
 ME0566.Click photographs - Photos may exist for this station.
 ME0566
 ME0566.The dynamic height is computed by dividing the NAVD 88
 ME0566.geopotential number by the normal gravity value computed on the
 ME0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0566.degrees latitude (g = 980.6199 gals.).
 ME0566
 ME0566.The modeled gravity was interpolated from observed gravity values.
 ME0566
 ME0566;                    North         East    Units  Estimated Accuracy
 ME0566;SPC IN W     -   686,840.1     916,103.5     MT  (+/- 3 meters HH1 GPS) 
 ME0566
 ME0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0913587009(NAD 83)
 ME0566
 ME0566                          SUPERSEDED SURVEY CONTROL
 ME0566
 ME0566  NGVD 29 (??/??/92)  223.023  (m)          731.70   (f) ADJ UNCH    1 1
 ME0566
 ME0566.Superseded values are not recommended for survey control.
 ME0566
 ME0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0566.See file dsdata.pdf to determine how the superseded data were derived.
 ME0566
 ME0566_MARKER: DR = REFERENCE MARK DISK
 ME0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0566_STAMPING: WANATAH NO 1 1948
 ME0566_MARK LOGO: CGS
 ME0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0566+STABILITY: SURFACE MOTION
 ME0566
 ME0566  HISTORY     - Date     Condition        Report By
 ME0566  HISTORY     - 1948     MONUMENTED       CGS
 ME0566  HISTORY     - 1968     GOOD             CGS
 ME0566  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0566  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0566
 ME0566                          STATION DESCRIPTION
 ME0566
 ME0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0566'0.4 MI N FROM WANATAH.
 ME0566'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE OVERPASS
 ME0566'OVER THE PENN CENTRAL RAILROAD AT WANATAH, IN SECTION 33, R 4 W,
 ME0566'T 35 N, AT THE INTERSECTION OF U.S. HIGHWAY 30, 157 FEET EAST
 ME0566'OF THE CENTER LINE OF U.S. HIGHWAY 421, 181 FEET NORTH OF THE
 ME0566'CENTER LINE OF THE WESTBOUND LANE OF U.S. HIGHWAY 30, 35 FEET
 ME0566'NORTHWEST OF A CABLE LINE POLE, 63.5 FEET NORTHEAST OF THE STATION
 ME0566'MARK DESCRIBED, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 ME0566'LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST
 ME0566'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0566
 ME0566                          STATION RECOVERY (1992)
 ME0566
 ME0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0566'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0566
 ME0566                          STATION RECOVERY (2007)
 ME0566
 ME0566'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0566'AREA HAS UNDERGONE ROADWORK AND LANDSCAPING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0565 ***********************************************************************
 ME0565  DESIGNATION -  WANATAH RM 2
 ME0565  PID         -  ME0565
 ME0565  STATE/COUNTY-  IN/LA PORTE
 ME0565  COUNTRY     -  US
 ME0565  USGS QUAD   -  WANATAH (2019)
 ME0565
 ME0565                         *CURRENT SURVEY CONTROL
 ME0565  ______________________________________________________________________
 ME0565* NAD 83(1986) POSITION- 41 26 03.75   (N) 086 53 25.86   (W)   HD_HELD1
 ME0565* NAVD 88 ORTHO HEIGHT -   223.060 (meters)      731.82  (feet) ADJUSTED
 ME0565  ______________________________________________________________________
 ME0565  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 ME0565  DYNAMIC HEIGHT  -        222.970 (meters)      731.53  (feet) COMP
 ME0565  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 ME0565
 ME0565  VERT ORDER      -  FIRST     CLASS I
 ME0565
 ME0565.The horizontal coordinates were determined by differentially corrected
 ME0565.hand held GPS observations or other comparable positioning techniques
 ME0565.and have an estimated accuracy of +/- 3 meters.
 ME0565
 ME0565.The orthometric height was determined by differential leveling and
 ME0565.adjusted by the NATIONAL GEODETIC SURVEY
 ME0565.in June 1991.
 ME0565
 ME0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0565.GEOID18 height accuracy estimate available here.
 ME0565
 ME0565.Click photographs - Photos may exist for this station.
 ME0565
 ME0565.The dynamic height is computed by dividing the NAVD 88
 ME0565.geopotential number by the normal gravity value computed on the
 ME0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0565.degrees latitude (g = 980.6199 gals.).
 ME0565
 ME0565.The modeled gravity was interpolated from observed gravity values.
 ME0565
 ME0565;                    North         East    Units  Estimated Accuracy
 ME0565;SPC IN W     -   686,815.4     916,115.2     MT  (+/- 3 meters HH1 GPS) 
 ME0565
 ME0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0914786984(NAD 83)
 ME0565
 ME0565                          SUPERSEDED SURVEY CONTROL
 ME0565
 ME0565  NGVD 29 (??/??/92)  223.157  (m)          732.14   (f) ADJ UNCH    1 1
 ME0565
 ME0565.Superseded values are not recommended for survey control.
 ME0565
 ME0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0565.See file dsdata.pdf to determine how the superseded data were derived.
 ME0565
 ME0565_MARKER: DR = REFERENCE MARK DISK
 ME0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0565_STAMPING: WANATAH NO 2 1948
 ME0565_MARK LOGO: CGS
 ME0565_PROJECTION: FLUSH
 ME0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0565+STABILITY: SURFACE MOTION
 ME0565
 ME0565  HISTORY     - Date     Condition        Report By
 ME0565  HISTORY     - 1948     MONUMENTED       CGS
 ME0565  HISTORY     - 1968     GOOD             CGS
 ME0565  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0565  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 ME0565
 ME0565                          STATION DESCRIPTION
 ME0565
 ME0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0565'0.4 MI N FROM WANATAH.
 ME0565'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE OVERPASS
 ME0565'OVER THE PENN CENTRAL RAILROAD AT WANATAH, IN SECTION 33, R 4 W,
 ME0565'T 35 N, AT THE INTERSECTION OF U.S. HIGHWAY 30, 192 FEET EAST
 ME0565'OF THE CENTER LINE OF U.S. HIGHWAY 421, 97 FEET NORTH OF THE
 ME0565'CENTER LINE OF THE WEST-BOUND LANE OF U.S. HIGHWAY 30, 63 FEET
 ME0565'SOUTHEAST OF A UTILITY POLE, 83.0 FEET SOUTHEAST OF THE STATION
 ME0565'MARK DESCRIBED, 90.0 FEET SOUTHEAST OF RM-1 DESCRIBED, ABOUT
 ME0565'LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST
 ME0565'FLUSH WITH THE GROUND.
 ME0565
 ME0565                          STATION RECOVERY (1992)
 ME0565
 ME0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 ME0565
 ME0565                          STATION RECOVERY (2007)
 ME0565
 ME0565'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0565'AREA HAS UNDERGONE ROADWORK AND LANDSCAPING
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2401 ***********************************************************************
 ME2401  DESIGNATION -  WANATAH SALEM EVAN CH SPIRE
 ME2401  PID         -  ME2401
 ME2401  STATE/COUNTY-  IN/LA PORTE
 ME2401  COUNTRY     -  US
 ME2401  USGS QUAD   -  WANATAH (2019)
 ME2401
 ME2401                         *CURRENT SURVEY CONTROL
 ME2401  ______________________________________________________________________
 ME2401* NAD 83(1997) POSITION- 41 25 38.22502(N) 086 53 55.16065(W)   ADJUSTED
 ME2401  ______________________________________________________________________
 ME2401  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME2401  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 ME2401  HORZ ORDER      -  THIRD
 ME2401
 ME2401.The horizontal coordinates were established by classical geodetic methods
 ME2401.and adjusted by the National Geodetic Survey in May 1999.
 ME2401
 ME2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2401.GEOID18 height accuracy estimate available here.
 ME2401
 ME2401.Click photographs - Photos may exist for this station.
 ME2401
 ME2401.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2401
 ME2401. The following values were computed from the NAD 83(1997) position.
 ME2401
 ME2401;                    North         East     Units Scale Factor Converg.
 ME2401;SPC IN W     -   686,026.480   915,436.597   MT  0.99996960   +0 07 19.9
 ME2401;SPC IN W     - 2,250,738.54  3,003,394.90   sFT  0.99996960   +0 07 19.9
 ME2401;UTM  16      - 4,586,196.440   508,467.928   MT  0.99960088   +0 04 01.4
 ME2401
 ME2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0846786196(NAD 83)
 ME2401
 ME2401                          SUPERSEDED SURVEY CONTROL
 ME2401
 ME2401  NAD 83(1986)-  41 25 38.22952(N)    086 53 55.16547(W) AD(       ) 3
 ME2401  NAD 27      -  41 25 38.08200(N)    086 53 55.07600(W) AD(       ) 3
 ME2401
 ME2401.Superseded values are not recommended for survey control.
 ME2401
 ME2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2401.See file dsdata.pdf to determine how the superseded data were derived.
 ME2401
 ME2401_MARKER: 90 = CHURCH SPIRE
 ME2401
 ME2401  HISTORY     - Date     Condition        Report By
 ME2401  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2401  HISTORY     - 1988     GOOD             USPSQD
 ME2401
 ME2401                          STATION DESCRIPTION
 ME2401
 ME2401'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1918 ***********************************************************************
 MD1918  DESIGNATION -  WARPORT
 MD1918  PID         -  MD1918
 MD1918  STATE/COUNTY-  IN/KOSCIUSKO
 MD1918  COUNTRY     -  US
 MD1918  USGS QUAD   -  LEESBURG (2019)
 MD1918
 MD1918                         *CURRENT SURVEY CONTROL
 MD1918  ______________________________________________________________________
 MD1918* NAD 83(1997) POSITION- 41 16 36.89869(N) 085 50 46.14885(W)   ADJUSTED
 MD1918* NAD 83(1997) ELLIP HT-   222.423 (meters)        (05/25/99)   ADJUSTED
 MD1918* NAVD 88 ORTHO HEIGHT -   255.9   (meters)      840.    (feet) VERTCON3
 MD1918  ______________________________________________________________________
 MD1918  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 MD1918  NAD 83(1997) X  -    347,725.267 (meters)                     COMP
 MD1918  NAD 83(1997) Y  - -4,787,915.860 (meters)                     COMP
 MD1918  NAD 83(1997) Z  -  4,185,730.956 (meters)                     COMP
 MD1918  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 MD1918  HORZ ORDER      -  THIRD
 MD1918  ELLP ORDER      -  FOURTH    CLASS I
 MD1918
 MD1918.This mark is at Warsaw Airport (ASW)
 MD1918
 MD1918.The horizontal coordinates were established by GPS observations
 MD1918.and adjusted by the National Geodetic Survey in May 1999.
 MD1918
 MD1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1918
 MD1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1918.GEOID18 height accuracy estimate available here.
 MD1918
 MD1918.Click photographs - Photos may exist for this station.
 MD1918
 MD1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1918
 MD1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1918
 MD1918.The ellipsoidal height was determined by GPS observations
 MD1918.and is referenced to NAD 83.
 MD1918
 MD1918. The following values were computed from the NAD 83(1997) position.
 MD1918
 MD1918;                    North         East     Units Scale Factor Converg.
 MD1918;SPC IN E     -   669,326.088    84,962.807   MT  0.99996945   -0 07 06.3
 MD1918;SPC IN E     - 2,195,947.34    278,748.81   sFT  0.99996945   -0 07 06.3
 MD1918;UTM  16      - 4,570,140.092   596,633.926   MT  0.99971492   +0 45 40.5
 MD1918
 MD1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1918!SPC IN E     -   0.99996511  x   0.99996945  =   0.99993456
 MD1918!UTM  16      -   0.99996511  x   0.99971492  =   0.99968004
 MD1918
 MD1918:                Primary Azimuth Mark                     Grid Az
 MD1918:SPC IN E     -  WARPORT AZ MK                            359 02 06.3
 MD1918:UTM  16      -  WARPORT AZ MK                            358 09 19.5
 MD1918
 MD1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9663370140(NAD 83)
 MD1918
 MD1918|---------------------------------------------------------------------|
 MD1918| PID    Reference Object                     Distance      Geod. Az  |
 MD1918|                                                           dddmmss.s |
 MD1918| MD1919 WARPORT AZ MK                       APPROX. 0.9 KM 3585500.0 |
 MD1918|---------------------------------------------------------------------|
 MD1918
 MD1918                          SUPERSEDED SURVEY CONTROL
 MD1918
 MD1918  NAD 83(1986)-  41 16 36.90529(N)    085 50 46.15857(W) AD(       ) 3
 MD1918  NAD 27      -  41 16 36.74477(N)    085 50 46.18860(W) AD(       ) 3
 MD1918  NGVD 29 (02/23/89)  256.0    (m)  RAPSU86  model used  GPS OBS        
 MD1918
 MD1918.Superseded values are not recommended for survey control.
 MD1918
 MD1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1918.See file dsdata.pdf to determine how the superseded data were derived.
 MD1918
 MD1918_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1918_STAMPING: WARPORT 1988
 MD1918_MARK LOGO: NGS
 MD1918_PROJECTION: FLUSH
 MD1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1918+STABILITY: SURFACE MOTION
 MD1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1918+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2016
 MD1918
 MD1918  HISTORY     - Date     Condition        Report By
 MD1918  HISTORY     - 1988     MONUMENTED       NGS
 MD1918  HISTORY     - 19930111 GOOD             NGS
 MD1918  HISTORY     - 20140722 GOOD             GRWAS
 MD1918  HISTORY     - 20160525 GOOD             LFA
 MD1918
 MD1918                          STATION DESCRIPTION
 MD1918
 MD1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1918'THE STATION IS LOCATED ABOUT 46.7 KM (29.00 MI) SOUTHEAST OF PLYMOUTH,
 MD1918'27.4 KM (17.05 MI) SOUTH-SOUTHEAST OF NAPPANEE, 4.0 KM (2.50 MI)
 MD1918'NORTHEAST OF WARSAW AND AT THE WARSAW MUNICIPAL AIRPORT.
 MD1918'OWNERSHIP--CITY AVIATION SERVICE, WARSAW MUNICIPAL AIRPORT, RT 7, BOX
 MD1918'190A, WARSAW, IN 46580, PHONE 219-269-1337.  AIRPORT MANAGER IS KAREN
 MD1918'K. SHEETZ.
 MD1918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1918'HIGHWAY 15 IN WARSAW, GO NORTH ON STATE HIGHWAY 15 FOR 2.1 KM
 MD1918'(1.30 MI) TO THE JUNCTION OF COUNTY ROAD 350N.  TURN RIGHT AND GO EAST
 MD1918'FOR 0.8 KM (0.50 MI) TO AIRPORT DRIVE ON THE RIGHT.  TURN RIGHT AND
 MD1918'GO SOUTH FOR 0.6 KM (0.35 MI) TO AIRPORT ENTRANCE GATE ON THE RIGHT.
 MD1918'TURN RIGHT AND GO WEST 0.2 KM (0.10 MI) ALONG DRIVEWAY AND THEN 0.1
 MD1918'KM (0.05 MI) SOUTHWEST ACROSS APRON TO OFFICE.  FROM THE NORTH SIDE
 MD1918'OF OFFICE GO WESTERLY ACROSS APRON FOR 0.05 KM (0.05 MI) TO A
 MD1918'NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTHERLY ALONG TAXIWAY FOR
 MD1918'0.20 KM (0.10 MI) TO A TAXIWAY LEADING SOUTHEAST AND THE STATION ON
 MD1918'THE LEFT.
 MD1918'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---WARPORT
 MD1918'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MD1918'FLUSH WITH THE GROUND.  LOCATED 17.2 M (56.4 FT) FEET SOUTHWEST FROM
 MD1918'THE CENTER OF A 26-INCH DRAIN COVER, 14.2 M (46.6 FT) NORTH FROM
 MD1918'CENTER OF TAXIWAY EAST, 8.4 M (27.6 FT) EAST FROM CENTER OF TAXIWAY
 MD1918'SOUTH, 5.3 M (17.4 FT) NORTH FROM NORTH EDGE OF EAST TAXIWAY AND 2.1
 MD1918'M (6.9 FT) EAST FROM EAST EDGE OF NORTH-SOUTH TAXIWAY.
 MD1918'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1918'DESCRIBED BY D.A. BOWLING.
 MD1918
 MD1918                          STATION RECOVERY (1993)
 MD1918
 MD1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1918'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 MD1918'U.S. HIGHWAY 30 IN WARSAW, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG
 MD1918'COUNTY ROAD 350 NORTH, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG AIRPORT
 MD1918'ROAD, 0.3 KM (0.20 MI) WESTERLY ALONG A DRIVEWAY PASSING THROUGH A
 MD1918'GATE AND SOUTHWEST ACROSS AN APRON, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 MD1918'ALONG A TAXIWAY, 0.2 KM (0.10 MI) SOUTH OF THE WARSAW MUNICIPAL
 MD1918'AIRPORT OFFICE, 17.2 M (56.4 FT) SOUTHWEST OF THE CENTER OF A 26-INCH
 MD1918'DRAIN COVER, 14.2 M (46.6 FT) NORTH OF THE CENTERLINE OF A TAXIWAY,
 MD1918'8.4 M (27.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF A TAXIWAY,
 MD1918'5.3 M (17.4 FT) NORTH OF THE NORTH EDGE OF A TAXIWAY, 2.1 M (6.9 FT)
 MD1918'EAST OF THE EAST EDGE OF A TAXIWAY, AND THE MONUMENT IS FLUSH WITH THE
 MD1918'GROUND SURFACE.
 MD1918
 MD1918                          STATION RECOVERY (2014)
 MD1918
 MD1918'RECOVERY NOTE BY GRW AERIAL SURVEY 2014 (BRN)
 MD1918'RECOVERED AS DESCRIBED.
 MD1918
 MD1918                          STATION RECOVERY (2016)
 MD1918
 MD1918'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2016 (SST)
 MD1918'YOU WILL NEED TO OBTAIN A GATE CODE TO GAIN ACCESS TO THE AIRPORT.
 MD1918'CONTACT NUMBERS ARE POSTED ON THE GATE OR INTERNET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1919 ***********************************************************************
 MD1919  PACS        -  This is a Primary Airport Control Station.
 MD1919  DESIGNATION -  WARPORT AZ MK
 MD1919  PID         -  MD1919
 MD1919  STATE/COUNTY-  IN/KOSCIUSKO
 MD1919  COUNTRY     -  US
 MD1919  USGS QUAD   -  LEESBURG (2019)
 MD1919
 MD1919                         *CURRENT SURVEY CONTROL
 MD1919  ______________________________________________________________________
 MD1919* NAD 83(2011) POSITION- 41 17 04.95807(N) 085 50 46.85132(W)   ADJUSTED
 MD1919* NAD 83(2011) ELLIP HT-   221.794 (meters)        (06/27/12)   ADJUSTED
 MD1919* NAD 83(2011) EPOCH   -  2010.00
 MD1919* NAVD 88 ORTHO HEIGHT -   255.35  (meters)      837.8   (feet) GPS OBS
 MD1919  ______________________________________________________________________
 MD1919  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 MD1919  GEOID HEIGHT    -        -33.545 (meters)                     GEOID12B
 MD1919  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 MD1919  NAD 83(2011) X  -    347,667.560 (meters)                     COMP
 MD1919  NAD 83(2011) Y  - -4,787,346.955 (meters)                     COMP
 MD1919  NAD 83(2011) Z  -  4,186,381.069 (meters)                     COMP
 MD1919  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 MD1919
 MD1919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD1919  Standards:
 MD1919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD1919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD1919  -------------------------------------------------------------------
 MD1919  NETWORK    0.72   1.55           0.31   0.28   0.79     -0.02299927
 MD1919  -------------------------------------------------------------------
 MD1919  Click here for local accuracies and other accuracy information.
 MD1919
 MD1919.This mark is at Warsaw Airport (ASW)
 MD1919
 MD1919.The horizontal coordinates were established by GPS observations
 MD1919.and adjusted by the National Geodetic Survey in June 2012.
 MD1919
 MD1919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD1919.been affixed to the stable North American tectonic plate. See 
 MD1919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD1919
 MD1919.The horizontal coordinates are valid at the epoch date displayed above
 MD1919.which is a decimal equivalence of Year/Month/Day.
 MD1919
 MD1919.The orthometric height was determined by GPS observations and a
 MD1919.high-resolution geoid model.
 MD1919
 MD1919.GPS derived orthometric heights for airport stations designated as
 MD1919.PACS or SACS are published to 2 decimal places.  This maintains
 MD1919.centimeter relative accuracy between the PACS and SACS.  It does
 MD1919.not indicate centimeter accuracy relative to other marks which are
 MD1919.part of the published vertical control network.
 MD1919
 MD1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1919.GEOID18 height accuracy estimate available here.
 MD1919
 MD1919.Click photographs - Photos may exist for this station.
 MD1919
 MD1919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1919
 MD1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1919
 MD1919.The ellipsoidal height was determined by GPS observations
 MD1919.and is referenced to NAD 83.
 MD1919
 MD1919. The following values were computed from the NAD 83(2011) position.
 MD1919
 MD1919;                    North         East     Units Scale Factor Converg.
 MD1919;SPC IN E     -   670,191.720    84,948.250   MT  0.99996945   -0 07 06.8
 MD1919;SPC IN E     - 2,198,787.33    278,701.05   sFT  0.99996945   -0 07 06.8
 MD1919;UTM  16      - 4,571,005.178   596,606.088   MT  0.99971486   +0 45 40.5
 MD1919
 MD1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1919!SPC IN E     -   0.99996521  x   0.99996945  =   0.99993466
 MD1919!UTM  16      -   0.99996521  x   0.99971486  =   0.99968008
 MD1919
 MD1919:                Primary Azimuth Mark                     Grid Az
 MD1919:SPC IN E     -  WARPORT                                  179 02 06.4
 MD1919:UTM  16      -  WARPORT                                  178 09 19.1
 MD1919
 MD1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9660671005(NAD 83)
 MD1919
 MD1919|---------------------------------------------------------------------|
 MD1919| PID    Reference Object                     Distance      Geod. Az  |
 MD1919|                                                           dddmmss.s |
 MD1919| MD1918 WARPORT                             APPROX. 0.9 KM 1785459.6 |
 MD1919|---------------------------------------------------------------------|
 MD1919
 MD1919                          SUPERSEDED SURVEY CONTROL
 MD1919
 MD1919  NAD 83(2007)-  41 17 04.95820(N)    085 50 46.85237(W) AD(2002.00) 0
 MD1919  ELLIP H (02/10/07)  221.813  (m)                       GP(2002.00)    
 MD1919  NAD 83(1997)-  41 17 04.95805(N)    085 50 46.85227(W) AD(       ) B
 MD1919  ELLIP H (03/12/99)  221.854  (m)                       GP(       ) 2 1
 MD1919  NAD 83(1986)-  41 17 04.96464(N)    085 50 46.86200(W) AD(       ) 3
 MD1919  NAD 27      -  41 17 04.80433(N)    085 50 46.89194(W) AD(       ) 3
 MD1919  NAVD 88 (03/12/99)  255.32   (m)  GEOID96  model used  GPS OBS        
 MD1919  NGVD 29 (02/23/89)  255.45   (m)  RAPSU86  model used  GPS OBS        
 MD1919
 MD1919.Superseded values are not recommended for survey control.
 MD1919
 MD1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1919.See file dsdata.pdf to determine how the superseded data were derived.
 MD1919
 MD1919_MARKER: F = FLANGE-ENCASED ROD
 MD1919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1919_STAMPING: WARPORT AZ MK 1988
 MD1919_MARK LOGO: NGS
 MD1919_PROJECTION: FLUSH
 MD1919_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1919+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 MD1919_ROD/PIPE-DEPTH: 12.2 meters
 MD1919_SLEEVE-DEPTH  : 0.9 meters
 MD1919
 MD1919  HISTORY     - Date     Condition        Report By
 MD1919  HISTORY     - 1988     MONUMENTED       NGS
 MD1919  HISTORY     - 19930111 GOOD             NGS
 MD1919  HISTORY     - 19980725 GOOD             WOOLPT
 MD1919  HISTORY     - 20160615 GOOD             GRWAS
 MD1919
 MD1919                          STATION DESCRIPTION
 MD1919
 MD1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MD1919'THE STATION IS LOCATED ABOUT 46.7 KM (29.00 MI) SOUTHEAST OF PLYMOUTH,
 MD1919'27.4 KM (17.05 MI) SOUTH-SOUTHEAST OF NAPPANEE, 4.0 KM (2.50 MI)
 MD1919'NORTHEAST OF WARSAW AND AT THE WARSAW MUNICIPAL AIRPORT.
 MD1919'OWNERSHIP--CITY AVIATION SERVICE, WARSAW MUNICIPAL AIRPORT, RT 7, BOX
 MD1919'190A, WARSAW, IN 46580, PHONE 219-269-1337.  AIRPORT MANAGER IS KAREN
 MD1919'K. SHEETZ.
 MD1919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1919'HIGHWAY 15 IN WARSAW, GO NORTH ON STATE HIGHWAY 15 FOR 2.1 KM
 MD1919'(1.30 MI) TO THE JUNCTION OF COUNTY ROAD 350N.  TURN RIGHT AND GO EAST
 MD1919'FOR 0.8 KM (0.50 MI) TO AIRPORT DRIVE ON THE RIGHT.  TURN RIGHT AND
 MD1919'GO SOUTH FOR 0.6 KM (0.35 MI) TO AIRPORT ENTRANCE GATE ON THE RIGHT.
 MD1919'TURN RIGHT AND GO WEST 0.2 KM (0.10 MI) ALONG DRIVEWAY AND THEN 0.1
 MD1919'KM (0.05 MI) SOUTHWEST ACROSS APRON TO OFFICE.  FROM THE NORTH SIDE
 MD1919'OF OFFICE GO WESTERLY ACROSS APRON FOR 0.05 KM (0.05 MI) TO A
 MD1919'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ALONG TAXIWAY FOR 0.63
 MD1919'KM (0.40 MI) TO WHERE TAXIWAY TURNS TO THE LEFT, WEST.  CONTINUE
 MD1919'NORTH ACROSS GRASS FOR 0.06 KM (0.05 MI) TO A FENCELINE AND STATION.
 MD1919'THE STATION IS A PUNCH HOLE IN THE TOP OF A STAINLESS STEEL ROD
 MD1919'DRIVEN INTO THE GROUND.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 MD1919'ENCASED IN CONCRETE WITH A LOGO CAP ATTACHED STAMPED---WARPORT AZ MK
 MD1919'1988---, THE ROD IS RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED
 MD1919'85.0 M (278.9 FT) NORTHEAST FROM EXTENDED CENTER OF RUNWAY 18, 8.2 M
 MD1919'(26.9 FT) SOUTHFROM CENTERLINE OF PAVED ROAD, 2.7 M (8.9 FT) WEST
 MD1919'FROM FENCE, 1.4 M (4.6 FT) SOUTH FROM WITNESS POST AND 1.2 M (3.9 FT)
 MD1919'SOUTH FROM A FENCE.
 MD1919'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1919'DESCRIBED BY D.A. BOWLING.
 MD1919
 MD1919                          STATION RECOVERY (1993)
 MD1919
 MD1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1919'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 MD1919'U.S. HIGHWAY 30 IN WARSAW, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG
 MD1919'COUNTY ROAD 350 NORTH, 0.6 KM (0.35 MI) NORTH OF THE WARSAW MUNICIPAL
 MD1919'AIRPORT OFFICE AND AT THE NORTH END OF THE NORTH-SOUTH RUNWAY, 104.5 M
 MD1919'(342.8 FT) EAST-SOUTHEAST OF BENCH MARK D 369, 85.0 M (278.9 FT)
 MD1919'NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 8.2 M (26.9 FT) SOUTH OF
 MD1919'THE CENTERLINE OF THE ROAD, 2.7 M (8.9 FT) WEST OF A FENCE, 1.4 M (4.6
 MD1919'FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 BELOW THE LEVEL OF THE
 MD1919'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP,
 MD1919'SLEEVE LENGTH DOES NOT MEET CLASS A REQUIREMENTS, ROD DEPTH IS
 MD1919'UNAVAILABLE.
 MD1919
 MD1919                          STATION RECOVERY (1998)
 MD1919
 MD1919'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 MD1919'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (BBS).
 MD1919
 MD1919                          STATION RECOVERY (2016)
 MD1919
 MD1919'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (BRN)
 MD1919'RECOVERED AS DESCRIBED.
 MD1919'
 MD1919'CONTACT AIRPORT MANAGER NICHOLAS KING AT 574-269-1337 FOR ACCESS.
 MD1919'
 MD1919'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2238 ***********************************************************************
 LB2238  DESIGNATION -  WARREN
 LB2238  PID         -  LB2238
 LB2238  STATE/COUNTY-  IN/WARREN
 LB2238  COUNTRY     -  US
 LB2238  USGS QUAD   -  TAB (2019)
 LB2238
 LB2238                         *CURRENT SURVEY CONTROL
 LB2238  ______________________________________________________________________
 LB2238* NAD 83(1997) POSITION- 40 28 36.21939(N) 087 22 38.43629(W)   ADJUSTED
 LB2238* NAVD 88 ORTHO HEIGHT -   238.68  (+/-2cm)      783.1   (feet) VERTCON3
 LB2238  ______________________________________________________________________
 LB2238  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB2238  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LB2238  HORZ ORDER      -  THIRD
 LB2238  VERT ORDER      -  THIRD ? (See Below)
 LB2238
 LB2238.The horizontal coordinates were established by classical geodetic methods
 LB2238.and adjusted by the National Geodetic Survey in May 1999.
 LB2238
 LB2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2238
 LB2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2238.GEOID18 height accuracy estimate available here.
 LB2238
 LB2238.The vertical order pertains to the NGVD 29 superseded value.
 LB2238
 LB2238.Click photographs - Photos may exist for this station.
 LB2238
 LB2238.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2238
 LB2238. The following values were computed from the NAD 83(1997) position.
 LB2238
 LB2238;                    North         East     Units Scale Factor Converg.
 LB2238;SPC IN W     -   580,492.855   875,069.626   MT  0.99997431   -0 11 27.1
 LB2238;SPC IN W     - 1,904,500.31  2,870,957.60   sFT  0.99997431   -0 11 27.1
 LB2238;UTM  16      - 4,480,739.876   468,015.154   MT  0.99961259   -0 14 41.8
 LB2238
 LB2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2238!SPC IN W     -   0.99996778  x   0.99997431  =   0.99994209
 LB2238!UTM  16      -   0.99996778  x   0.99961259  =   0.99958038
 LB2238
 LB2238:                Primary Azimuth Mark                     Grid Az
 LB2238:SPC IN W     -  WARREN AZ MK                             272 05 26.4
 LB2238:UTM  16      -  WARREN AZ MK                             272 08 41.1
 LB2238
 LB2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6801580739(NAD 83)
 LB2238
 LB2238|---------------------------------------------------------------------|
 LB2238| PID    Reference Object                     Distance      Geod. Az  |
 LB2238|                                                           dddmmss.s |
 LB2238| CM3932 WARREN RM 1                          13.277 METERS 01720     |
 LB2238| LB1548 WARREN 2                             17.236 METERS 15859     |
 LB2238| CM3933 WARREN RM 2                           8.839 METERS 26701     |
 LB2238| CM3931 WARREN AZ MK                                       2715359.3 |
 LB2238|---------------------------------------------------------------------|
 LB2238
 LB2238                          SUPERSEDED SURVEY CONTROL
 LB2238
 LB2238  NAD 83(1986)-  40 28 36.22778(N)    087 22 38.44562(W) AD(       ) 3
 LB2238  NAD 27      -  40 28 36.10090(N)    087 22 38.38660(W) AD(       ) 3
 LB2238  NGVD 29             238.73   (m)          783.2    (f) LEVELING    3  
 LB2238
 LB2238.Superseded values are not recommended for survey control.
 LB2238
 LB2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2238.See file dsdata.pdf to determine how the superseded data were derived.
 LB2238
 LB2238_MARKER: DS = TRIANGULATION STATION DISK
 LB2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2238_STAMPING: WARREN 1955
 LB2238_MARK LOGO: CGS
 LB2238_PROJECTION: FLUSH
 LB2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2238+STABILITY: SURFACE MOTION
 LB2238
 LB2238  HISTORY     - Date     Condition        Report By
 LB2238  HISTORY     - 1955     MONUMENTED       CGS
 LB2238  HISTORY     - 1968     GOOD             CGS
 LB2238  HISTORY     - 1970     GOOD             NGS
 LB2238  HISTORY     - 1972     GOOD             NGS
 LB2238  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LB2238
 LB2238                          STATION DESCRIPTION
 LB2238
 LB2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2238'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 LB2238'U. S. HIGHWAY 41 AND A GRAVEL ROAD (COUNTY LINE ROAD) ABOUT 3 MILES
 LB2238'SOUTH OF BOSWELL.  IT IS 177 FEET EAST OF THE CENTER OF THE
 LB2238'INTERSECTION, 21 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6
 LB2238'FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE
 LB2238'MARK IS FLUSH AND THE DISK IS STAMPED WARREN 1955.
 LB2238'
 LB2238'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 LB2238'ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2238'AND THE DISK IS STAMPED WARREN NO 1 1955.
 LB2238'
 LB2238'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LB2238'ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK IS FLUSH AND THE DISK
 LB2238'IS STAMPED WARREN NO 2 1955.
 LB2238'
 LB2238'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 1
 LB2238'FOOT WEST OF A WHITE WITNESS POST, 1 FOOT EAST OF A POWER LINE POLE
 LB2238'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2238'THE DISK IS STAMPED WARREN 1955.
 LB2238'
 LB2238'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 352 AND
 LB2238'U. S. HIGHWAY 41 IN BOSWELL, GO SOUTH ON HIGHWAY 41 FOR 3.0 MILES TO
 LB2238'A GRAVEL CROSSROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 LB2238'
 LB2238'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD
 LB2238'FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LB2238'
 LB2238'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2238
 LB2238                          STATION RECOVERY (1968)
 LB2238
 LB2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2238'STATION WAS VISITED AND ALL MARKS WERE FOUND AS DESCRIBED AND ARE IN
 LB2238'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LB2238
 LB2238                          STATION RECOVERY (1970)
 LB2238
 LB2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2238'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 LB2238'IN GOOD CONDITION.  THE DESCRIPTION IS GOOD AND A METAL WITNESS
 LB2238'POST WAS SET 1 FOOT SOUTH OF THE STATION MARK AND ANOTHER 1 FOOT
 LB2238'NORTH OF THE AZIMUTH MARK.
 LB2238'
 LB2238'THE STATION WAS NOT OCCUPIED AT THIS TIME SINCE THERE IS A CHANCE
 LB2238'THAT THE STATION WILL BE INVOLVED IN CONSTRUCTION OF U. S. HIGHWAY
 LB2238'41 WITHIN THE NEXT 2 YEARS.
 LB2238'
 LB2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 LB2238'OF BOSWELL.
 LB2238
 LB2238                          STATION RECOVERY (1972)
 LB2238
 LB2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2238'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION
 LB2238'MAY HAVE TO BE MOVED IN THE FUTURE DUE TO ROAD WORK, BUT PLANS ARE
 LB2238'NOT FINAL AND COULD BE A YEAR OR SO BEFORE THE WORK STARTS.
 LB2238'
 LB2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 LB2238'OF BOSWELL.
 LB2238
 LB2238                          STATION RECOVERY (1974)
 LB2238
 LB2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2238'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 LB2238'DIRECTION TO THE MARKS CHECKED.  THE STATION MARK AND REFERENCE
 LB2238'MARKS WERE IN THE WAY OF ROAD WORK AND WERE DESTROYED AFTER A NEW
 LB2238'STATION WARREN 2 1974 WAS ESTABLISHED.  THE UNDERGROUND STATION
 LB2238'MARK WAS LEFT INTACT AS WAS THE AZIMUTH MARK.
 LB2238'
 LB2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SOUTH
 LB2238'OF BOSWELL.
 LB2238'
 LB2238'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2036 ***********************************************************************
 LA2036  DESIGNATION -  WARREN
 LA2036  PID         -  LA2036
 LA2036  STATE/COUNTY-  IN/HUNTINGTON
 LA2036  COUNTRY     -  US
 LA2036  USGS QUAD   -  WARREN (2019)
 LA2036
 LA2036                         *CURRENT SURVEY CONTROL
 LA2036  ______________________________________________________________________
 LA2036* NAD 83(1997) POSITION- 40 40 56.49927(N) 085 25 26.47046(W)   ADJUSTED
 LA2036* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LA2036  ______________________________________________________________________
 LA2036  GEOID HEIGHT    -        -34.149 (meters)                     GEOID18
 LA2036  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 LA2036  HORZ ORDER      -  THIRD
 LA2036
 LA2036.The horizontal coordinates were established by classical geodetic methods
 LA2036.and adjusted by the National Geodetic Survey in May 1999.
 LA2036
 LA2036.The orthometric height was scaled from a topographic map.
 LA2036
 LA2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2036.GEOID18 height accuracy estimate available here.
 LA2036
 LA2036.Click photographs - Photos may exist for this station.
 LA2036
 LA2036.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2036
 LA2036. The following values were computed from the NAD 83(1997) position.
 LA2036
 LA2036;                    North         East     Units Scale Factor Converg.
 LA2036;SPC IN E     -   603,313.598   120,512.176   MT  0.99997184   +0 09 29.4
 LA2036;SPC IN E     - 1,979,371.36    395,380.36   sFT  0.99997184   +0 09 29.4
 LA2036;UTM  16      - 4,504,691.213   633,179.179   MT  0.99981832   +1 01 38.9
 LA2036
 LA2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2036!SPC IN E     -   0.99996553  x   0.99997184  =   0.99993738
 LA2036!UTM  16      -   0.99996553  x   0.99981832  =   0.99978386
 LA2036
 LA2036:                Primary Azimuth Mark                     Grid Az
 LA2036:SPC IN E     -  WARREN AZ MK                             104 00 37.9
 LA2036:UTM  16      -  WARREN AZ MK                             103 08 28.4
 LA2036
 LA2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3317904691(NAD 83)
 LA2036
 LA2036|---------------------------------------------------------------------|
 LA2036| PID    Reference Object                     Distance      Geod. Az  |
 LA2036|                                                           dddmmss.s |
 LA2036| CC9573 WARREN AZ MK                                       1041007.3 |
 LA2036| CC9574 WARREN RM 1                          48.070 METERS 15953     |
 LA2036| CC9575 WARREN RM 2                          41.931 METERS 23914     |
 LA2036|---------------------------------------------------------------------|
 LA2036
 LA2036                          SUPERSEDED SURVEY CONTROL
 LA2036
 LA2036  NAD 83(1995)-  40 40 56.50019(N)    085 25 26.48201(W) AD(       ) 3
 LA2036  NAD 83(1986)-  40 40 56.50237(N)    085 25 26.48513(W) AD(       ) 3
 LA2036  NAD 27      -  40 40 56.33500(N)    085 25 26.58830(W) AD(       ) 3
 LA2036
 LA2036.Superseded values are not recommended for survey control.
 LA2036
 LA2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2036.See file dsdata.pdf to determine how the superseded data were derived.
 LA2036
 LA2036_MARKER: DS = TRIANGULATION STATION DISK
 LA2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2036_STAMPING: WARREN 1948
 LA2036_MARK LOGO: CGS
 LA2036_PROJECTION: FLUSH
 LA2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2036+STABILITY: SURFACE MOTION
 LA2036
 LA2036  HISTORY     - Date     Condition        Report By
 LA2036  HISTORY     - 1948     MONUMENTED       CGS
 LA2036  HISTORY     - 1962     GOOD             FAS
 LA2036
 LA2036                          STATION DESCRIPTION
 LA2036
 LA2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2036'STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF WARREN ON THE HIGH
 LA2036'SCHOOL GROUND.
 LA2036'
 LA2036'IT IS 155 FEET SOUTHEAST OF A FIRE HYDRANT, 115 FEET NORTH OF THE
 LA2036'NORTHWEST CORNER OF THE SCHOOL BUILDING AND 110 FEET EAST OF THE EAST
 LA2036'CURB ON NANCY STREET.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 LA2036'IS STAMPED WARREN 1948.
 LA2036'
 LA2036'REFERENCE MARK NO. 1 IS 157.71 FEET SOUTHEAST OF THE STATION AT THE
 LA2036'NORTHEAST ENTRANCE OF THE SCHOOL.  IT IS IN THE SIDEWALK RUNNING ALONG
 LA2036'THE NORTH EDGE OF THE SCHOOL, 32 FEET WEST OF THE NORTHEAST CORNER AND
 LA2036'ONE FOOT NORTH OF THE NORTH EDGE OF THE SCHOOL BUILDING.  THE DISK IS
 LA2036'SET IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED WARREN NO
 LA2036'1 1948.
 LA2036'
 LA2036'REFERENCE MARK NO. 2 IS 137.57 FEET SOUTHWEST OF THE STATION IN THE
 LA2036'SIDEWALK RUNNING ALONG THE NORTH EDGE OF THE SCHOOL.  IT IS 30 FEET
 LA2036'EAST OF THE EAST EDGE OF THE CURB ON NANCY STREET AND ONE FOOT NORTH
 LA2036'OF THE SOUTH EDGE OF THE SIDEWALK.  THE DISK IS SET IN A DRILL HOLE IN
 LA2036'THE SIDEWALK AND IS STAMPED WARREN NO 2 1948.
 LA2036'
 LA2036'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION ON THE NORTHEAST CORNER
 LA2036'OF WASHINGTON AND COLLEGE STREETS.  IT IS IN THE SIDEWALK 21 FEET EAST
 LA2036'OF THE CENTER OF COLLEGE STREET AND 20 FEET SOUTH OF THE CENTER OF
 LA2036'WASHINGTON STREET.  THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK
 LA2036'AND THE DISK IS STAMPED WARREN 1948.
 LA2036'
 LA2036'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 LA2036
 LA2036                          STATION RECOVERY (1962)
 LA2036
 LA2036'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1962
 LA2036'STATION RECOVERED AS DESCRIBED.  MARK IS 0.2 FOOT BELOW GROUND.  BOTH
 LA2036'RMS AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1529 ***********************************************************************
 HA1529  DESIGNATION -  WARREN
 HA1529  PID         -  HA1529
 HA1529  STATE/COUNTY-  IN/WARRICK
 HA1529  COUNTRY     -  US
 HA1529  USGS QUAD   -  RICHLAND CITY (2019)
 HA1529
 HA1529                         *CURRENT SURVEY CONTROL
 HA1529  ______________________________________________________________________
 HA1529* NAD 83(1997) POSITION- 37 58 29.05012(N) 087 14 54.17437(W)   ADJUSTED
 HA1529* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 HA1529  ______________________________________________________________________
 HA1529  GEOID HEIGHT    -        -31.209 (meters)                     GEOID18
 HA1529  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 HA1529  HORZ ORDER      -  FIRST
 HA1529
 HA1529.The horizontal coordinates were established by classical geodetic methods
 HA1529.and adjusted by the National Geodetic Survey in May 1999.
 HA1529
 HA1529.The orthometric height was scaled from a topographic map.
 HA1529
 HA1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1529.GEOID18 height accuracy estimate available here.
 HA1529
 HA1529.Click photographs - Photos may exist for this station.
 HA1529
 HA1529.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1529
 HA1529. The following values were computed from the NAD 83(1997) position.
 HA1529
 HA1529;                    North         East     Units Scale Factor Converg.
 HA1529;SPC IN W     -   302,702.779   885,498.896   MT  0.99996926   -0 06 05.6
 HA1529;SPC IN W     -   993,117.37  2,905,174.29   sFT  0.99996926   -0 06 05.6
 HA1529;UTM  16      - 4,203,041.043   478,185.248   MT  0.99960586   -0 09 10.2
 HA1529
 HA1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1529!SPC IN W     -   0.99998012  x   0.99996926  =   0.99994938
 HA1529!UTM  16      -   0.99998012  x   0.99960586  =   0.99958599
 HA1529
 HA1529:                Primary Azimuth Mark                     Grid Az
 HA1529:SPC IN W     -  WARREN AZ MK                             034 41 16.4
 HA1529:UTM  16      -  WARREN AZ MK                             034 44 21.0
 HA1529
 HA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7818503041(NAD 83)
 HA1529
 HA1529|---------------------------------------------------------------------|
 HA1529| PID    Reference Object                     Distance      Geod. Az  |
 HA1529|                                                           dddmmss.s |
 HA1529| CG9366 WARREN AZ MK                                       0343510.8 |
 HA1529| CG9367 WARREN RM 1                          18.369 METERS 19830     |
 HA1529| CG9368 WARREN RM 2                          21.433 METERS 33047     |
 HA1529|---------------------------------------------------------------------|
 HA1529
 HA1529                          SUPERSEDED SURVEY CONTROL
 HA1529
 HA1529  NAD 83(1993)-  37 58 29.05302(N)    087 14 54.17456(W) AD(       ) 1
 HA1529  NAD 83(1986)-  37 58 29.05931(N)    087 14 54.17681(W) AD(       ) 1
 HA1529  NAD 27      -  37 58 28.89300(N)    087 14 54.16400(W) AD(       ) 1
 HA1529
 HA1529.Superseded values are not recommended for survey control.
 HA1529
 HA1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1529.See file dsdata.pdf to determine how the superseded data were derived.
 HA1529
 HA1529_MARKER: DS = TRIANGULATION STATION DISK
 HA1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1529_STAMPING: WARREN 1945
 HA1529_MARK LOGO: CGS
 HA1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1529+STABILITY: SURFACE MOTION
 HA1529
 HA1529  HISTORY     - Date     Condition        Report By
 HA1529  HISTORY     - 1945     MONUMENTED       CGS
 HA1529
 HA1529                          STATION DESCRIPTION
 HA1529
 HA1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1529'STATION IS LOCATED ABOUT 5 MILES SSE OF BOONVILLE, ON A HIGH RIDGE
 HA1529'RUNNING E AND W FROM THE MAIN HILLS.  OWNER NOT KNOWN.  IT IS
 HA1529'68 FEET SSW OF THE SE CORNER OF A CEMETERY, 27 FEET E OF A DIRT ROAD,
 HA1529'AND 5 FEET SE OF A WHITE WITNESS POST.
 HA1529'
 HA1529'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---WARREN
 HA1529'1945---AND PROJECTS ABOUT 5 INCHES.  UNDERGROUND MARK IS A BRONZE
 HA1529'STATION DISK IN CONCRETE.
 HA1529'
 HA1529'REFERENCE MARK 1 IS 60.27 FEET S OF STATION AND 18 FEET E OF A DIRT
 HA1529'ROAD.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED---WARREN
 HA1529'NO 1 1945---AND PROJECTS ABOUT 5 INCHES.
 HA1529'
 HA1529'REFERENCE MARK 2 IS 70.32 FEET NNW OF STATION, IN THE SW CORNER OF A
 HA1529'CEMETERY, 30 FEET N OF A DIRT ROAD, AND 1 FOOT E OF A FENCE.  IT IS A
 HA1529'BRONZE REFERENCE DISK IN CONCRETE, STAMPED---WARREN NO 2 1945---AND
 HA1529'PROJECTS ABOUT 5 INCHES.
 HA1529'
 HA1529'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NE OF STATION, 75 FEET S OF
 HA1529'THE APPROXIMATE CENTER LINE OF CURVE IN ROAD, 24 FEET W OF THE
 HA1529'APPROXIMATE CENTER LINE OF A GRAVEL ROAD, AND 3 FEET S OF A WHITE
 HA1529'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED
 HA1529'---WARREN 1945---AND PROJECTS ABOUT 6 INCHES.
 HA1529'
 HA1529'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN BOONVILLE, GO
 HA1529'S ON STATE HIGHWAY 61 FOR 6.75 MILES TO A SIDE ROAD LEFT AT A
 HA1529'SIGN CLUSTER MILLER AND SON, TURN LEFT AND GO FOR 0.55 MILE TO A SIDE
 HA1529'ROAD RIGHT, TURN RIGHT AND GO 1.45 MILES TO A CROSSROADS, TURN LEFT
 HA1529'(N) AND GO 1.35 MILES TO A DIRT SIDE ROAD RIGHT, TURN RIGHT FOR 0.4
 HA1529'MILE TO STATION SITE ON RIGHT JUST BEFORE ROAD TURNS RIGHT AT
 HA1529'CEMETERY.
 HA1529'
 HA1529'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE STRAIGHT FOR 0.5
 HA1529'MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.5 MILE TO AZIMUTH MARK
 HA1529'ON LEFT JUST BEFORE LEFT TURN IN ROAD.
 HA1529'
 HA1529'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1548 ***********************************************************************
 LB1548  DESIGNATION -  WARREN 2
 LB1548  PID         -  LB1548
 LB1548  STATE/COUNTY-  IN/WARREN
 LB1548  COUNTRY     -  US
 LB1548  USGS QUAD   -  TAB (2019)
 LB1548
 LB1548                         *CURRENT SURVEY CONTROL
 LB1548  ______________________________________________________________________
 LB1548* NAD 83(1997) POSITION- 40 28 35.69775(N) 087 22 38.17394(W)   NO CHECK
 LB1548* NAVD 88 ORTHO HEIGHT -   238.98  (meters)      784.1   (feet) RESET
 LB1548  ______________________________________________________________________
 LB1548  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB1548  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 LB1548  HORZ ORDER      -  THIRD
 LB1548  VERT ORDER      -  THIRD
 LB1548
 LB1548.The horizontal coordinates were established by classical geodetic methods
 LB1548.and adjusted by the National Geodetic Survey in May 1999.
 LB1548
 LB1548.No horizontal observational check was made to the station.
 LB1548
 LB1548.The orthometric height was computed from unverified reset data.
 LB1548
 LB1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1548.GEOID18 height accuracy estimate available here.
 LB1548
 LB1548.Click photographs - Photos may exist for this station.
 LB1548
 LB1548.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1548
 LB1548. The following values were computed from the NAD 83(1997) position.
 LB1548
 LB1548;                    North         East     Units Scale Factor Converg.
 LB1548;SPC IN W     -   580,476.745   875,075.752   MT  0.99997431   -0 11 26.9
 LB1548;SPC IN W     - 1,904,447.45  2,870,977.70   sFT  0.99997431   -0 11 26.9
 LB1548;UTM  16      - 4,480,723.766   468,021.263   MT  0.99961259   -0 14 41.6
 LB1548
 LB1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1548!SPC IN W     -   0.99996773  x   0.99997431  =   0.99994204
 LB1548!UTM  16      -   0.99996773  x   0.99961259  =   0.99958033
 LB1548
 LB1548:                Primary Azimuth Mark                     Grid Az
 LB1548:SPC IN W     -  WARREN AZ MK                             274 07 06.3
 LB1548:UTM  16      -  WARREN AZ MK                             274 10 21.0
 LB1548
 LB1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6802180723(NAD 83)
 LB1548
 LB1548|---------------------------------------------------------------------|
 LB1548| PID    Reference Object                     Distance      Geod. Az  |
 LB1548|                                                           dddmmss.s |
 LB1548| LB1549 WARREN 2 RM 3                         7.819 METERS 06924     |
 LB1548| LB1550 WARREN 2 RM 4                         7.904 METERS 17809     |
 LB1548| CM3931 WARREN AZ MK                                       2735539.4 |
 LB1548| CM3933 WARREN RM 2                          21.668 METERS 31610     |
 LB1548| LB2238 WARREN                               17.236 METERS 33859     |
 LB1548|---------------------------------------------------------------------|
 LB1548
 LB1548                          SUPERSEDED SURVEY CONTROL
 LB1548
 LB1548  NAD 83(1986)-  40 28 35.70614(N)    087 22 38.18328(W) AD(       ) 3
 LB1548  NAD 27      -  40 28 35.57925(N)    087 22 38.12429(W) AD(       ) 3
 LB1548  NGVD 29 (08/22/16)  239.03   (m)          784.2    (f) RESET       3  
 LB1548
 LB1548.Superseded values are not recommended for survey control.
 LB1548
 LB1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1548.See file dsdata.pdf to determine how the superseded data were derived.
 LB1548
 LB1548_MARKER: DH = HORIZONTAL CONTROL DISK
 LB1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1548_STAMPING: WARREN 2 1974
 LB1548_MARK LOGO: NGS
 LB1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1548+STABILITY: SURFACE MOTION
 LB1548
 LB1548  HISTORY     - Date     Condition        Report By
 LB1548  HISTORY     - 1974     MONUMENTED       NGS
 LB1548  HISTORY     - 1974     GOOD             NGS
 LB1548
 LB1548                          STATION DESCRIPTION
 LB1548
 LB1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB1548'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF BOSWELL, ON ROAD
 LB1548'RIGHT-OF-WAY, 75 FEET SOUTH OF THE CENTERLINE OF COUNTY LINE ROAD,
 LB1548'154 FEET EAST OF THE APPROXIMATE CENTER OF MEDIAN OF U. S. HIGHWAY
 LB1548'41, 4 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A METAL
 LB1548'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LB1548'STAMPED WARREN 2 1974.
 LB1548'
 LB1548'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB1548'HIGHWAY 352 AT BOSWELL, GO SOUTH ON HIGHWAY 41 FOR 3.0 MILES TO
 LB1548'COUNTY LINE ROAD AND THE STATION.  GO WEST ON COUNTY LINE ROAD FOR
 LB1548'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LB1548'
 LB1548'REFERENCE MARK 3 IS 65 FEET SOUTH OF THE CENTERLINE OF COUNTY LINE
 LB1548'ROAD, 177 FEET WEST OF THE CENTER OF THE MEDIAN AND 1 FOOT WEST OF A
 LB1548'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 LB1548'STAMPED WARREN 2 NO 3 1974.
 LB1548'
 LB1548'REFERENCE MARK 4 IS 154 FEET EAST OF THE CENTER OF THE MEDIAN, 111
 LB1548'FEET SOUTH OF THE CENTERLINE OF COUNTY LINE ROAD AND 1 FOOT NORTH OF
 LB1548'A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LB1548'STAMPED WARREN 2 NO 4 1974.
 LB1548'
 LB1548'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 LB1548'FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE AND
 LB1548'2 FEET EAST OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND
 LB1548'THE DISK IS STAMPED WARREN 1955.
 LB1548'
 LB1548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB1548
 LB1548                          STATION RECOVERY (1974)
 LB1548
 LB1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LB1548'3 MI S FROM BOSWELL.
 LB1548'3.0 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 LB1548'STATE HIGHWAY 352 AT BOSWELL, ON ROAD RIGHT-OF-WAY, 75 FEET SOUTH
 LB1548'OF THE CENTERLINE OF COUNTY LINE ROAD, 154 FEET EAST OF THE
 LB1548'CENTER OF MEDIAN OF HIGHWAY 41, 4 FEET SOUTHWEST OF A FENCE
 LB1548'CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET IN THE TOP
 LB1548'OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1549 ***********************************************************************
 LB1549  DESIGNATION -  WARREN 2 RM 3
 LB1549  PID         -  LB1549
 LB1549  STATE/COUNTY-  IN/WARREN
 LB1549  COUNTRY     -  US
 LB1549  USGS QUAD   -  TAB (2019)
 LB1549
 LB1549                         *CURRENT SURVEY CONTROL
 LB1549  ______________________________________________________________________
 LB1549* NAD 83(1986) POSITION- 40 28 35.79   (N) 087 22 37.86   (W)   HD_HELD1
 LB1549* NAVD 88 ORTHO HEIGHT -   239.12  (meters)      784.5   (feet) RESET
 LB1549  ______________________________________________________________________
 LB1549  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB1549  VERT ORDER      -  THIRD
 LB1549
 LB1549.The horizontal coordinates were determined by differentially corrected
 LB1549.hand held GPS observations or other comparable positioning techniques
 LB1549.and have an estimated accuracy of +/- 3 meters.
 LB1549
 LB1549.The orthometric height was computed from unverified reset data.
 LB1549
 LB1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1549.GEOID18 height accuracy estimate available here.
 LB1549
 LB1549.Click photographs - Photos may exist for this station.
 LB1549
 LB1549;                    North         East    Units  Estimated Accuracy
 LB1549;SPC IN W     -   580,479.6     875,083.2     MT  (+/- 3 meters HH1 GPS) 
 LB1549
 LB1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6802880726(NAD 83)
 LB1549
 LB1549                          SUPERSEDED SURVEY CONTROL
 LB1549
 LB1549  NGVD 29 (08/22/16)  239.17   (m)          784.7    (f) RESET       3  
 LB1549
 LB1549.Superseded values are not recommended for survey control.
 LB1549
 LB1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1549.See file dsdata.pdf to determine how the superseded data were derived.
 LB1549
 LB1549_MARKER: DR = REFERENCE MARK DISK
 LB1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1549_STAMPING: WARREN 2 NO 3 1974
 LB1549_MARK LOGO: NGS
 LB1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1549+STABILITY: SURFACE MOTION
 LB1549
 LB1549  HISTORY     - Date     Condition        Report By
 LB1549  HISTORY     - 1974     MONUMENTED       NGS
 LB1549
 LB1549                          STATION DESCRIPTION
 LB1549
 LB1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB1549'3 MI S FROM BOSWELL.
 LB1549'3.0 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 LB1549'STATE HIGHWAY 352 AT BOSWELL, 65 FEET SOUTH OF THE CENTERLINE
 LB1549'OF COUNTY LINE ROAD, 177 FEET WEST OF THE CENTER OF THE MEDIAN
 LB1549'OF HIGHWAY 41, 1 FOOT WEST OF A METAL WITNESS POST AND SET IN
 LB1549'THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1550 ***********************************************************************
 LB1550  DESIGNATION -  WARREN 2 RM 4
 LB1550  PID         -  LB1550
 LB1550  STATE/COUNTY-  IN/WARREN
 LB1550  COUNTRY     -  US
 LB1550  USGS QUAD   -  TAB (2019)
 LB1550
 LB1550                         *CURRENT SURVEY CONTROL
 LB1550  ______________________________________________________________________
 LB1550* NAD 83(1986) POSITION- 40 28 35.44   (N) 087 22 38.16   (W)   HD_HELD1
 LB1550* NAVD 88 ORTHO HEIGHT -   239.04  (meters)      784.3   (feet) RESET
 LB1550  ______________________________________________________________________
 LB1550  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 LB1550  VERT ORDER      -  THIRD
 LB1550
 LB1550.The horizontal coordinates were determined by differentially corrected
 LB1550.hand held GPS observations or other comparable positioning techniques
 LB1550.and have an estimated accuracy of +/- 3 meters.
 LB1550
 LB1550.The orthometric height was computed from unverified reset data.
 LB1550
 LB1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1550.GEOID18 height accuracy estimate available here.
 LB1550
 LB1550.Click photographs - Photos may exist for this station.
 LB1550
 LB1550;                    North         East    Units  Estimated Accuracy
 LB1550;SPC IN W     -   580,468.8     875,076.1     MT  (+/- 3 meters HH1 GPS) 
 LB1550
 LB1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6802180715(NAD 83)
 LB1550
 LB1550                          SUPERSEDED SURVEY CONTROL
 LB1550
 LB1550  NGVD 29 (08/22/16)  239.09   (m)          784.4    (f) RESET       3  
 LB1550
 LB1550.Superseded values are not recommended for survey control.
 LB1550
 LB1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1550.See file dsdata.pdf to determine how the superseded data were derived.
 LB1550
 LB1550_MARKER: DR = REFERENCE MARK DISK
 LB1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1550_STAMPING: WARREN 2 NO 4 1974
 LB1550_MARK LOGO: NGS
 LB1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1550+STABILITY: SURFACE MOTION
 LB1550
 LB1550  HISTORY     - Date     Condition        Report By
 LB1550  HISTORY     - 1974     MONUMENTED       NGS
 LB1550
 LB1550                          STATION DESCRIPTION
 LB1550
 LB1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB1550'3 MI S FROM BOSWELL.
 LB1550'3.0 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 LB1550'STATE HIGHWAY 352 AT BOSWELL, 154 FEET EAST OF THE CENTER OF THE
 LB1550'MEDIAN OF HIGHWAY 41, 111 FEET SOUTH OF THE CENTERLINE OF COUNTY
 LB1550'LINE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE
 LB1550'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1249 ***********************************************************************
 MD1249  DESIGNATION -  WARSAW
 MD1249  PID         -  MD1249
 MD1249  STATE/COUNTY-  IN/KOSCIUSKO
 MD1249  COUNTRY     -  US
 MD1249  USGS QUAD   -  WARSAW (2019)
 MD1249
 MD1249                         *CURRENT SURVEY CONTROL
 MD1249  ______________________________________________________________________
 MD1249* NAD 83(1997) POSITION- 41 13 35.13505(N) 085 51 38.15093(W)   ADJUSTED
 MD1249* NAVD 88 ORTHO HEIGHT -   258.735 (meters)      848.87  (feet) ADJUSTED
 MD1249  ______________________________________________________________________
 MD1249  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 MD1249  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 MD1249  DYNAMIC HEIGHT  -        258.625 (meters)      848.51  (feet) COMP
 MD1249  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 MD1249
 MD1249  HORZ ORDER      -  SECOND
 MD1249  VERT ORDER      -  FIRST     CLASS I
 MD1249
 MD1249.The horizontal coordinates were established by classical geodetic methods
 MD1249.and adjusted by the National Geodetic Survey in May 1999.
 MD1249
 MD1249.The orthometric height was determined by differential leveling and
 MD1249.adjusted by the NATIONAL GEODETIC SURVEY
 MD1249.in June 1991.
 MD1249
 MD1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1249.GEOID18 height accuracy estimate available here.
 MD1249
 MD1249.Click photographs - Photos may exist for this station.
 MD1249
 MD1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1249
 MD1249.The dynamic height is computed by dividing the NAVD 88
 MD1249.geopotential number by the normal gravity value computed on the
 MD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1249.degrees latitude (g = 980.6199 gals.).
 MD1249
 MD1249.The modeled gravity was interpolated from observed gravity values.
 MD1249
 MD1249. The following values were computed from the NAD 83(1997) position.
 MD1249
 MD1249;                    North         East     Units Scale Factor Converg.
 MD1249;SPC IN E     -   663,721.526    83,740.099   MT  0.99996992   -0 07 40.1
 MD1249;SPC IN E     - 2,177,559.71    274,737.31   sFT  0.99996992   -0 07 40.1
 MD1249;UTM  16      - 4,564,518.867   595,497.653   MT  0.99971224   +0 45 03.5
 MD1249
 MD1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1249!SPC IN E     -   0.99996469  x   0.99996992  =   0.99993461
 MD1249!UTM  16      -   0.99996469  x   0.99971224  =   0.99967694
 MD1249
 MD1249:                Primary Azimuth Mark                     Grid Az
 MD1249:SPC IN E     -  WARSAW COUNTY COURTHOUSE DOME            011 43 18.2
 MD1249:UTM  16      -  WARSAW COUNTY COURTHOUSE DOME            010 50 34.6
 MD1249
 MD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9549764518(NAD 83)
 MD1249
 MD1249|---------------------------------------------------------------------|
 MD1249| PID    Reference Object                     Distance      Geod. Az  |
 MD1249|                                                           dddmmss.s |
 MD1249| MD1648 WARSAW COUNTY COURTHOUSE DOME       APPROX. 1.4 KM 0113538.1 |
 MD1249| MD1650 WARSAW N IND PUB SER RAD MAST       APPROX. 1.7 KM 0120249.1 |
 MD1249| MD1250 TT 67 RCD                             9.256 METERS 02213     |
 MD1249| CC9576 WARSAW AZ MK                                       1461016.6 |
 MD1249| MD1248 WARSAW RM 1                          20.650 METERS 30609     |
 MD1249|---------------------------------------------------------------------|
 MD1249
 MD1249                          SUPERSEDED SURVEY CONTROL
 MD1249
 MD1249  NAD 83(1986)-  41 13 35.13886(N)    085 51 38.16084(W) AD(       ) 2
 MD1249  NAD 27      -  41 13 34.97800(N)    085 51 38.18840(W) AD(       ) 2
 MD1249  NGVD 29 (??/??/92)  258.865  (m)          849.29   (f) ADJ UNCH    1 1
 MD1249  NGVD 29             258.86   (m)          849.3    (f) LEVELING    3  
 MD1249
 MD1249.Superseded values are not recommended for survey control.
 MD1249
 MD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1249.See file dsdata.pdf to determine how the superseded data were derived.
 MD1249
 MD1249_MARKER: DS = TRIANGULATION STATION DISK
 MD1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1249_STAMPING: WARSAW 1947
 MD1249_MARK LOGO: CGS
 MD1249_PROJECTION: FLUSH
 MD1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1249+STABILITY: SURFACE MOTION
 MD1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1249+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 MD1249
 MD1249  HISTORY     - Date     Condition        Report By
 MD1249  HISTORY     - 1947     MONUMENTED       CGS
 MD1249  HISTORY     - 1968     GOOD             CGS
 MD1249  HISTORY     - 1968     GOOD             CGS
 MD1249  HISTORY     - 19920831 GOOD             NGS
 MD1249
 MD1249                          STATION DESCRIPTION
 MD1249
 MD1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1249'STATION IS LOCATED ABOUT 0.75 MILE SOUTH OF WARSAW ON THE WAYNE
 MD1249'CONSOLIDATED SCHOOL GROUND.  IT IS 82 FEET EAST OF THE NORTHEAST
 MD1249'CORNER OF THE SCHOOL, 74 FEET SOUTH OF THE CENTER OF THE ROAD, AND 12
 MD1249'FEET WEST OF A WHITE WITNESS POST AND A NORTH-SOUTH FENCE.  THE MARK
 MD1249'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WARSAW 1947.
 MD1249'
 MD1249'REFERENCE MARK NO. 1 IS 67.75 FEET NORTHWEST OF THE STATION.  IT IS 50
 MD1249'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL AND 32 FEET SOUTH
 MD1249'OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1249'WARSAW NO 1 1947.
 MD1249'
 MD1249'TT 67 (USGS) BM WAS USED AS A REFERENCE MARK AND IS 30.37 FEET
 MD1249'NORTHEAST OF THE STATION.  IT IS 48 FEET SOUTH OF THE CENTER OF THE
 MD1249'ROAD AND 2 FEET WEST OF THE FENCE.  THE MARK IS AN 8 BY 8 INCH
 MD1249'CONCRETE POST WITH A STANDARD USGS BM DISK STAMPED TT 67 RCD 1946.
 MD1249'
 MD1249'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 21
 MD1249'FEET EAST OF THE CENTER OF THE ROAD IN THE FENCE LINE AND 1.5 FEET
 MD1249'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 MD1249'AND THE DISK IS STAMPED WARSAW 1947.
 MD1249'
 MD1249'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW GO SOUTH ON SOUTH
 MD1249'BUFFALO ST.  FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE
 MD1249'TO A CROSSROAD, *TURN RIGHT AND GO 0.15 MILE TO SCHOOL ON THE LEFT AND
 MD1249'STATION AS DESCRIBED.
 MD1249'
 MD1249'*TO REACH THE AZIMUTH FROM THIS POINT TURN LEFT AND GO ABOUT 75 YARDS,
 MD1249'TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1249'DESCRIBED.
 MD1249'
 MD1249'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1249
 MD1249                          STATION RECOVERY (1968)
 MD1249
 MD1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MD1249'THE STATION REFERENCE MARK NO. 1 AND USGS MARK STAMPED TT 67 RCD 1946
 MD1249'WHICH WAS USED AS A REFERENCE MARK WERE ALL RECOVERED AND IN GOOD
 MD1249'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED THIS DATE.  THERE HAS
 MD1249'BEEN SEVERAL NEW HOMES BUILT IN THIS AREA AND IT IS VERY DOUBTFUL THAT
 MD1249'IF THE AZIMUTH MARK WAS RECOVERED IT PROBABLY COULD NOT BE SEEN FROM
 MD1249'THE STATION.
 MD1249'
 MD1249'THE STATION MAY BE REACHED BY GOING 0.7 MILE SOUTH ALONG SOUTH UNION
 MD1249'STREET FROM THE CROSSING OF THE PENN CENTRAL RAILROAD AT WARSAW.  THE
 MD1249'DESCRIPTION OF THE STATION AND THE REFERENCE MARK, THE USGS MARK USED
 MD1249'AS AN RM WERE OK.  THE SCHOOL IS NOW KNOWN AS THE WASHINGTON SCHOOL.
 MD1249'THE STATION IS ABOUT 90 YARDS EAST OF THE JUNCTION OF SOUTH UNION AND
 MD1249'KINCADE STREET.
 MD1249
 MD1249                          STATION RECOVERY (1968)
 MD1249
 MD1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1249'AT WARSAW.
 MD1249'AT WARSAW, ABOUT 0.7 MILE SOUTH ALONG SOUTH UNION STREET FROM
 MD1249'THE CROSSING OF THE PENN CENTRAL RAILROAD, ABOUT 90 YARDS EAST OF
 MD1249'THE JUNCTION OF SOUTH UNION AND KINCADE STREET, IN THE LAWN OF THE
 MD1249'WASHINGTON SCHOOL, 82 FEET EAST OF THE NORTHEAST CORNER OF THE
 MD1249'SCHOOL, 74 FEET SOUTH OF THE CENTER LINE OF KINCADE STREET, 14
 MD1249'FEET EAST-NORTHEAST OF A 4 INCH METAL POST SUPPORTING A SWING, 17
 MD1249'FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 3 FEET ABOVE THE
 MD1249'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST 6
 MD1249'INCHES UNDERGROUND.
 MD1249
 MD1249                          STATION RECOVERY (1992)
 MD1249
 MD1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1249'IN WARSAW, AT THE INTERSECTION OF SOUTH UNION AND KINCADE STREETS,
 MD1249'NEAR THE NORTHEAST CORNER OF THE WASHINGTON ELEMENTARY SCHOOL PARKING
 MD1249'LOT, 81.5 M (267.4 FT) EAST OF THE CENTER OF SOUTH UNION STREETS,
 MD1249'31.4 M (103.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 MD1249'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF KINCADE STREET, 8.2 M
 MD1249'(26.9 FT) NORTH OF THE NORTH END OF THE EAST CURB OF THE PARKING LOT,
 MD1249'5.3 M (17.4 FT) WEST OF THE NORTHWEST CORNER OF A GARAGE, 1.6 M
 MD1249'(5.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF A DRIVEWAY, 0.9 M
 MD1249'(3.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS RECESSED
 MD1249'0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM7874 ***********************************************************************
 DM7874  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM7874  DESIGNATION -  WARSAW CORS ARP
 DM7874  CORS_ID     -  INWR
 DM7874  PID         -  DM7874
 DM7874  STATE/COUNTY-  IN/KOSCIUSKO
 DM7874  COUNTRY     -  US
 DM7874  USGS QUAD   -  ATWOOD (2019)
 DM7874
 DM7874                         *CURRENT SURVEY CONTROL
 DM7874  ______________________________________________________________________
 DM7874* NAD 83(2011) POSITION- 41 16 12.93166(N) 085 53 40.69334(W)   ADJUSTED
 DM7874* NAD 83(2011) ELLIP HT-   230.501 (meters)        (04/??/25)   ADJUSTED
 DM7874* NAD 83(2011) EPOCH   -  2010.00
 DM7874  ______________________________________________________________________
 DM7874  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 DM7874  NAD 83(2011) X  -    343,708.887 (meters)                     COMP
 DM7874  NAD 83(2011) Y  - -4,788,700.951 (meters)                     COMP
 DM7874  NAD 83(2011) Z  -  4,185,180.571 (meters)                     COMP
 DM7874
 DM7874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7874  Standards:
 DM7874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7874  -------------------------------------------------------------------
 DM7874  NETWORK    0.11   0.17           0.05   0.03   0.09     -0.31011200
 DM7874  -------------------------------------------------------------------
 DM7874
 DM7874.The coordinates were established by GPS observations
 DM7874.and adjusted by the National Geodetic Survey in April 2025.
 DM7874
 DM7874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7874.been affixed to the stable North American Tectonic Plate. 
 DM7874
 DM7874.The coordinates are valid at the epoch date displayed above
 DM7874.which is a decimal equivalence of Year/Month/Day.
 DM7874
 DM7874.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM7874.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM7874.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM7874.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM7874.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM7874.published epoch of 2010.00.
 DM7874
 DM7874.Additional information on MYCS is available at:
 DM7874.https://geodesy.noaa.gov/CORS/index.shtml
 DM7874
 DM7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7874.GEOID18 height accuracy estimate available here.
 DM7874
 DM7874.The PID for the CORS L1 Phase Center is DS2903.
 DM7874
 DM7874.Click photographs - Photos may exist for this station.
 DM7874
 DM7874.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM7874
 DM7874.The ellipsoidal height was determined by GPS observations
 DM7874.and is referenced to NAD 83.
 DM7874
 DM7874. The following values were computed from the NAD 83(2011) position.
 DM7874
 DM7874;                    North         East     Units Scale Factor Converg.
 DM7874;SPC IN E     -   668,596.263    80,898.860   MT  0.99997116   -0 09 01.3
 DM7874;SPC IN E     - 2,193,552.91    265,415.68   sFT  0.99997116   -0 09 01.3
 DM7874;UTM  16      - 4,569,348.172   592,582.716   MT  0.99970549   +0 43 45.0
 DM7874
 DM7874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7874!SPC IN E     -   0.99996385  x   0.99997116  =   0.99993501
 DM7874!UTM  16      -   0.99996385  x   0.99970549  =   0.99966935
 DM7874
 DM7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9258269348(NAD 83)
 DM7874
 DM7874                          SUPERSEDED SURVEY CONTROL
 DM7874
 DM7874  NAD 83(2011)-  41 16 12.93175(N)    085 53 40.69338(W) AD(2010.00) c
 DM7874  ELLIP H (06/??/19)  230.500  (m)                       GP(2010.00) c c
 DM7874  NAD 83(2011)-  41 16 12.93194(N)    085 53 40.69337(W) AD(2010.00) c
 DM7874  ELLIP H (12/??/11)  230.491  (m)                       GP(2010.00) c c
 DM7874  NAD 83(CORS)-  41 16 12.93220(N)    085 53 40.69426(W) AD(2002.00) c
 DM7874  ELLIP H (06/??/11)  230.477  (m)                       GP(2002.00) c c
 DM7874
 DM7874.Superseded values are not recommended for survey control.
 DM7874
 DM7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7874.See file dsdata.pdf to determine how the superseded data were derived.
 DM7874
 DM7874_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM7874
 DM7874                          STATION DESCRIPTION
 DM7874
 DM7874'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM7874'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM7874'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM7874'AND LOG FILES ACCESSIBLE AT:
 DM7874'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1648 ***********************************************************************
 MD1648  DESIGNATION -  WARSAW COUNTY COURTHOUSE DOME
 MD1648  PID         -  MD1648
 MD1648  STATE/COUNTY-  IN/KOSCIUSKO
 MD1648  COUNTRY     -  US
 MD1648  USGS QUAD   -  WARSAW (2019)
 MD1648
 MD1648                         *CURRENT SURVEY CONTROL
 MD1648  ______________________________________________________________________
 MD1648* NAD 83(1997) POSITION- 41 14 18.94175(N) 085 51 26.24452(W)   ADJUSTED
 MD1648  ______________________________________________________________________
 MD1648  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 MD1648  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 MD1648  HORZ ORDER      -  THIRD
 MD1648
 MD1648.The horizontal coordinates were established by classical geodetic methods
 MD1648.and adjusted by the National Geodetic Survey in May 1999.
 MD1648
 MD1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1648.GEOID18 height accuracy estimate available here.
 MD1648
 MD1648.Click photographs - Photos may exist for this station.
 MD1648
 MD1648.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1648
 MD1648. The following values were computed from the NAD 83(1997) position.
 MD1648
 MD1648;                    North         East     Units Scale Factor Converg.
 MD1648;SPC IN E     -   665,072.286    84,020.362   MT  0.99996981   -0 07 32.4
 MD1648;SPC IN E     - 2,181,991.32    275,656.80   sFT  0.99996981   -0 07 32.4
 MD1648;UTM  16      - 4,565,873.419   595,757.097   MT  0.99971285   +0 45 12.0
 MD1648
 MD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9575765873(NAD 83)
 MD1648
 MD1648                          SUPERSEDED SURVEY CONTROL
 MD1648
 MD1648  NAD 83(1986)-  41 14 18.94549(N)    085 51 26.25446(W) AD(       ) 3
 MD1648  NAD 27      -  41 14 18.78200(N)    085 51 26.28300(W) AD(       ) 3
 MD1648
 MD1648.Superseded values are not recommended for survey control.
 MD1648
 MD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1648.See file dsdata.pdf to determine how the superseded data were derived.
 MD1648
 MD1648_MARKER: 87 = DOME
 MD1648
 MD1648  HISTORY     - Date     Condition        Report By
 MD1648  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1648  HISTORY     - 1984     GOOD             USPSQD
 MD1648
 MD1648                          STATION DESCRIPTION
 MD1648
 MD1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1648'THIS IS AN INTERSECTION STATION.
 MD1648'
 MD1648'STATION IS THE DOME ATOP THE KOSCIUSKO COUNTY COURTHOUSE WHICH IS
 MD1648'LOCATED IN THE CENTER
 MD1648'OF THE CITY OF WARSAW.
 MD1648'
 MD1648'POINT OBSERVED ON WAS THE SMALL STAFF WHICH EXTENDS ABOUT 3 FEET
 MD1648'ABOVE THE CENTER OF THE DOME.
 MD1648
 MD1648                          STATION RECOVERY (1984)
 MD1648
 MD1648'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 MD1648'STATION FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1654 ***********************************************************************
 MD1654  DESIGNATION -  WARSAW GATKE GASKET CORP STACK
 MD1654  PID         -  MD1654
 MD1654  STATE/COUNTY-  IN/KOSCIUSKO
 MD1654  COUNTRY     -  US
 MD1654  USGS QUAD   -  WARSAW (2019)
 MD1654
 MD1654                         *CURRENT SURVEY CONTROL
 MD1654  ______________________________________________________________________
 MD1654* NAD 83(1997) POSITION- 41 13 59.71008(N) 085 49 31.84632(W)   ADJUSTED
 MD1654  ______________________________________________________________________
 MD1654  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 MD1654  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 MD1654  HORZ ORDER      -  THIRD
 MD1654
 MD1654.The horizontal coordinates were established by classical geodetic methods
 MD1654.and adjusted by the National Geodetic Survey in May 1999.
 MD1654
 MD1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1654.GEOID18 height accuracy estimate available here.
 MD1654
 MD1654.Click photographs - Photos may exist for this station.
 MD1654
 MD1654.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1654
 MD1654. The following values were computed from the NAD 83(1997) position.
 MD1654
 MD1654;                    North         East     Units Scale Factor Converg.
 MD1654;SPC IN E     -   664,473.661    86,683.113   MT  0.99996885   -0 06 16.9
 MD1654;SPC IN E     - 2,180,027.34    284,392.85   sFT  0.99996885   -0 06 16.9
 MD1654;UTM  16      - 4,565,315.852   598,428.041   MT  0.99971923   +0 46 27.1
 MD1654
 MD1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9842865315(NAD 83)
 MD1654
 MD1654                          SUPERSEDED SURVEY CONTROL
 MD1654
 MD1654  NAD 83(1986)-  41 13 59.71370(N)    085 49 31.85640(W) AD(       ) 3
 MD1654  NAD 27      -  41 13 59.55300(N)    085 49 31.89400(W) AD(       ) 3
 MD1654
 MD1654.Superseded values are not recommended for survey control.
 MD1654
 MD1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1654.See file dsdata.pdf to determine how the superseded data were derived.
 MD1654
 MD1654_MARKER: 63 = STACK
 MD1654
 MD1654  HISTORY     - Date     Condition        Report By
 MD1654  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1654  HISTORY     - 1984     GOOD             USPSQD
 MD1654
 MD1654                          STATION DESCRIPTION
 MD1654
 MD1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1654'THIS IS AN INTERSECTION STATION.
 MD1654'
 MD1654'STATION IS LOCATED IN THE EAST SECTION OF WARSAW IN THE APPROXIMATE
 MD1654'CENTER OF THE GATKE
 MD1654'GASKET CORP. BUILDING AND ABOUT 200 FEET NORTH OF WINONA AVENUE.  IT
 MD1654'IS A CONCRETE STACK ABOUT 10 FEET
 MD1654'IN DIAMETER EXTENDING ABOUT 75 FEET ABOVE BUILDING.
 MD1654'
 MD1654'THE POINT OBSERVED ON WAS THE APPROXIMATE CENTER OF THE TOP OF STACK.
 MD1654
 MD1654                          STATION RECOVERY (1984)
 MD1654
 MD1654'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 MD1654'STATION FOUND GOOD.
 MD1654'
 MD1654'STACK IS NOT BEING MAINTAINED AND IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1248 ***********************************************************************
 MD1248  DESIGNATION -  WARSAW RM 1
 MD1248  PID         -  MD1248
 MD1248  STATE/COUNTY-  IN/KOSCIUSKO
 MD1248  COUNTRY     -  US
 MD1248  USGS QUAD   -  WARSAW (2019)
 MD1248
 MD1248                         *CURRENT SURVEY CONTROL
 MD1248  ______________________________________________________________________
 MD1248* NAD 83(1986) POSITION- 41 13 35.53   (N) 085 51 38.87   (W)   HD_HELD1
 MD1248* NAVD 88 ORTHO HEIGHT -   258.805 (meters)      849.10  (feet) ADJUSTED
 MD1248  ______________________________________________________________________
 MD1248  GEOID HEIGHT    -        -33.617 (meters)                     GEOID18
 MD1248  DYNAMIC HEIGHT  -        258.694 (meters)      848.73  (feet) COMP
 MD1248  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 MD1248
 MD1248  VERT ORDER      -  FIRST     CLASS I
 MD1248
 MD1248.The horizontal coordinates were determined by differentially corrected
 MD1248.hand held GPS observations or other comparable positioning techniques
 MD1248.and have an estimated accuracy of +/- 3 meters.
 MD1248
 MD1248.The orthometric height was determined by differential leveling and
 MD1248.adjusted by the NATIONAL GEODETIC SURVEY
 MD1248.in June 1991.
 MD1248
 MD1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1248.GEOID18 height accuracy estimate available here.
 MD1248
 MD1248.Click photographs - Photos may exist for this station.
 MD1248
 MD1248.The dynamic height is computed by dividing the NAVD 88
 MD1248.geopotential number by the normal gravity value computed on the
 MD1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1248.degrees latitude (g = 980.6199 gals.).
 MD1248
 MD1248.The modeled gravity was interpolated from observed gravity values.
 MD1248
 MD1248;                    North         East    Units  Estimated Accuracy
 MD1248;SPC IN E     -   663,733.7      83,723.4     MT  (+/- 3 meters HH1 GPS) 
 MD1248
 MD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9548064530(NAD 83)
 MD1248
 MD1248                          SUPERSEDED SURVEY CONTROL
 MD1248
 MD1248  NGVD 29 (??/??/92)  258.934  (m)          849.52   (f) ADJ UNCH    1 1
 MD1248
 MD1248.Superseded values are not recommended for survey control.
 MD1248
 MD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1248.See file dsdata.pdf to determine how the superseded data were derived.
 MD1248
 MD1248_MARKER: DR = REFERENCE MARK DISK
 MD1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1248_STAMPING: WARSAW NO 1 1947
 MD1248_MARK LOGO: CGS
 MD1248_PROJECTION: FLUSH
 MD1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1248+STABILITY: SURFACE MOTION
 MD1248
 MD1248  HISTORY     - Date     Condition        Report By
 MD1248  HISTORY     - 1947     MONUMENTED       CGS
 MD1248  HISTORY     - 1968     GOOD             CGS
 MD1248  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1248
 MD1248                          STATION DESCRIPTION
 MD1248
 MD1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1248'AT WARSAW.
 MD1248'AT WARSAW, ABOUT 0.7 MILE SOUTH ALONG SOUTH UNION STREET FROM THE
 MD1248'CROSSING OF THE PENN CENTRAL RAILROAD, 67.7 FEET NORTHWEST OF
 MD1248'THE STATION MARK DESCRIBED, AT THE EAST EDGE OF THE BLACK TOP
 MD1248'DRIVEWAY TO THE WASHINGTON SCHOOL, 49.7 FEET NORTHEAST OF THE
 MD1248'NORTHEAST CORNER OF THE SCHOOL BUILDING, 31 1/2 FEET SOUTH OF THE
 MD1248'CENTER LINE OF KINCADE STREET, 9.6 FEET SOUTH-SOUTHWEST OF THE
 MD1248'POST AT THE WEST END OF A CHAIN LINK FENCE, 1 1/2 FEET ABOVE THE
 MD1248'LEVEL OF THE STREET AND 1 INCH BELOW THE BLACK TOP DRIVE.
 MD1248
 MD1248                          STATION RECOVERY (1992)
 MD1248
 MD1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1248'REFERENCE MEASUREMENTS LEAD TO THE CENTER OF A DRIVEWAY.  ASSUMED
 MD1248'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2490 ***********************************************************************
 LB2490  DESIGNATION -  WASHINGTON
 LB2490  PID         -  LB2490
 LB2490  STATE/COUNTY-  IN/HOWARD
 LB2490  COUNTRY     -  US
 LB2490  USGS QUAD   -  KOKOMO WEST (2019)
 LB2490
 LB2490                         *CURRENT SURVEY CONTROL
 LB2490  ______________________________________________________________________
 LB2490* NAD 83(1997) POSITION- 40 28 09.22093(N) 086 08 00.38483(W)   ADJUSTED
 LB2490* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 LB2490  ______________________________________________________________________
 LB2490  GEOID HEIGHT    -        -34.418 (meters)                     GEOID18
 LB2490  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 LB2490  HORZ ORDER      -  SECOND
 LB2490
 LB2490.The horizontal coordinates were established by classical geodetic methods
 LB2490.and adjusted by the National Geodetic Survey in May 1999.
 LB2490
 LB2490.The orthometric height was scaled from a topographic map.
 LB2490
 LB2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2490.GEOID18 height accuracy estimate available here.
 LB2490
 LB2490.Click photographs - Photos may exist for this station.
 LB2490
 LB2490.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2490
 LB2490. The following values were computed from the NAD 83(1997) position.
 LB2490
 LB2490;                    North         East     Units Scale Factor Converg.
 LB2490;SPC IN E     -   579,723.233    60,415.825   MT  0.99998595   -0 18 10.7
 LB2490;SPC IN E     - 1,901,975.31    198,214.25   sFT  0.99998595   -0 18 10.7
 LB2490;UTM  16      - 4,480,199.629   573,460.938   MT  0.99966643   +0 33 44.8
 LB2490
 LB2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2490!SPC IN E     -   0.99996620  x   0.99998595  =   0.99995215
 LB2490!UTM  16      -   0.99996620  x   0.99966643  =   0.99963264
 LB2490
 LB2490:                Primary Azimuth Mark                     Grid Az
 LB2490:SPC IN E     -  GALVESTON                                341 37 22.6
 LB2490:UTM  16      -  GALVESTON                                340 45 27.1
 LB2490
 LB2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7346080199(NAD 83)
 LB2490
 LB2490|---------------------------------------------------------------------|
 LB2490| PID    Reference Object                     Distance      Geod. Az  |
 LB2490|                                                           dddmmss.s |
 LB2490| LB2494 KOKOMO NORTH MUNICIPAL TANK         APPROX. 2.9 KM 0030902.1 |
 LB2490| LB2487 KOKOMO SOUTH MUNICIPAL TANK         APPROX. 0.7 KM 0235754.2 |
 LB2490| LB2452 KOKOMO PITTSBURGH GLASS CO STK      APPROX. 1.9 KM 0430252.5 |
 LB2490| LB2485 KOKOMO CHRYSLER CORP WATER TK       APPROX. 0.6 KM 0432902.1 |
 LB2490| CC9581 WASHINGTON AZ MK                                   0804715.7 |
 LB2490| LB2449 KOKOMO DELCO RADIO PLT WTR TK       APPROX. 1.0 KM 0880533.0 |
 LB2490| LB0338 R 205                                52.122 METERS 10815     |
 LB2490| LB2453 KOKOMO RADIO STA WIOU N MAST        APPROX. 6.0 KM 1634716.5 |
 LB2490| LB2483 KOKOMO N IND PUB SERV CO MAST       APPROX. 1.2 KM 2562059.1 |
 LB2490| CC9582 WASHINGTON RM 1                      37.252 METERS 33828     |
 LB2490| LB2376 GALVESTON                           APPROX.10.5 KM 3411911.9 |
 LB2490| LB2488 KOKOMO CITY POL KSA 935 MAST        APPROX. 1.6 KM 3425848.7 |
 LB2490| LB2379 KOKOMO AMER STANDARD PLUMB TK       APPROX. 4.0 KM 3485452.9 |
 LB2490| LB2378 KOKOMO KINGSTON PRODUCTS CO TK      APPROX. 3.5 KM 3555348.9 |
 LB2490| LB2489 KOKOMO ST PATRICKS CATH CH          APPROX. 3.1 KM 3590015.9 |
 LB2490|---------------------------------------------------------------------|
 LB2490
 LB2490                          SUPERSEDED SURVEY CONTROL
 LB2490
 LB2490  NAD 83(1986)-  40 28 09.22531(N)    086 08 00.39606(W) AD(       ) 2
 LB2490  NAD 27      -  40 28 09.08870(N)    086 08 00.41960(W) AD(       ) 2
 LB2490
 LB2490.Superseded values are not recommended for survey control.
 LB2490
 LB2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2490.See file dsdata.pdf to determine how the superseded data were derived.
 LB2490
 LB2490_MARKER: DS = TRIANGULATION STATION DISK
 LB2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2490_STAMPING: WASHINGTON 1954
 LB2490_MARK LOGO: CGS
 LB2490_PROJECTION: FLUSH
 LB2490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2490+STABILITY: SURFACE MOTION
 LB2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2490+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 LB2490
 LB2490  HISTORY     - Date     Condition        Report By
 LB2490  HISTORY     - 1954     MONUMENTED       CGS
 LB2490  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 LB2490  HISTORY     - 19820321 GOOD             NGS
 LB2490  HISTORY     - 20050706 MARK NOT FOUND   BFSINC
 LB2490  HISTORY     - 20051222 GOOD             INDIV
 LB2490
 LB2490                          STATION DESCRIPTION
 LB2490
 LB2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2490'STATION IS LOCATED ON THE GROUNDS OF THE WASHINGTON SCHOOL IN THE
 LB2490'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST DEFENBAUGH STREET AND
 LB2490'SOUTH WASHINGTON STREET IN THE SOUTH SECTION OF KOKOMO.  IT IS 173
 LB2490'FEET WEST OF THE NORTH ENTRANCE TO THE SCHOOL, 122 FEET SOUTHEAST
 LB2490'OF THE INTERSECTION, 105 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LB2490'SCHOOL BUILDING AND 81 FEET SOUTH OF THE CENTER OF DEFENBAUGH
 LB2490'STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED WASHINGTON
 LB2490'1954.
 LB2490'
 LB2490'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF WASHINGTON
 LB2490'STREET AND 30 FEET NORTH OF THE CENTER OF DEFENBAUGH STREET.  THE
 LB2490'MARK IS FLUSH AND THE DISK IS STAMPED WASHINGTON NO 1 1954.
 LB2490'
 LB2490'BENCH MARK R 205 WAS USED AS A REFERENCE MARK.  IT IS IN THE WEST
 LB2490'END OF A CONCRETE STEP AT THE NORTH ENTRANCE TO THE SCHOOL
 LB2490'BUILDING.  THE DISK IS A U. S. COAST AND GEODETIC SURVEY BENCH
 LB2490'MARK DISK SET FLUSH IN A DRILLHOLE IN THE CONCRETE STEP AND
 LB2490'STAMPED R 205 1946.
 LB2490'
 LB2490'AZIMUTH MARK IS IN THE CONCRETE SIDEWALK AT THE NORTHEAST CORNER
 LB2490'OF THE INTERSECTION OF WEST DEFENBAUGH STREET AND SOUTH MAIN
 LB2490'STREET.  IT IS 25 FEET NORTH OF THE CENTER OF DEFENBAUGH STREET, 25
 LB2490'FEET EAST OF THE CENTER OF MAIN STREET, 8 FEET SOUTHWEST OF THE
 LB2490'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 1 FOOT EAST OF
 LB2490'A POWER POLE.  THE DISK IS SET FLUSH IN A DRILLHOLE IN THE
 LB2490'SIDEWALK AND IS STAMPED WASHINGTON 1954.
 LB2490'
 LB2490'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2490
 LB2490                          STATION RECOVERY (1982)
 LB2490
 LB2490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DC)
 LB2490'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LB2490'
 LB2490'MARKER WILL BE DESTROYED BY THE CURRENT CONSTRUCTION OF INDIANA
 LB2490'STATE HIGHWAY DEPARTMENT PROJECT NO. M-K-220.
 LB2490'
 LB2490'ATTACHED--REFERENCES ON EXISTING MARK AND HORIZONTAL CONTROL DATA AND
 LB2490'CORRESPONDENCE.
 LB2490'
 LB2490'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES SOUTH OF CITY
 LB2490'BUILDING.
 LB2490
 LB2490                          STATION RECOVERY (1982)
 LB2490
 LB2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (WFP)
 LB2490'THE STATION MARK, AZIMUTH MARK AND BENCH MARK R 205 RESET 1971 USED AS
 LB2490'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 LB2490'WAS APPARENTLY DESTROYED BY ROAD CONSTRUCTION.  DUE TO THE
 LB2490'CONSTRUCTION OF A NEW SIDEWALK THE AZIMUTH MARK HAD TO BE RELOCATED AT
 LB2490'THIS TIME.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 LB2490'DESCRIPTION TO THE STATION IS ADEQUATE.
 LB2490'
 LB2490'THE STATION IS A STANDARD, CGS, DISK STAMPED,---WASHINGTON 1954---,
 LB2490'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 37 CM IN
 LB2490'DIAMETER, RECESSED, 1 INCH, 3 CM BELOW THE GROUND.  THE STATION IS
 LB2490'LOCATED 45.110 METERS (147.998 FT) WEST FROM THE NORTHWEST CORNER OF
 LB2490'THE SCHOOL BUILDING, 15.423 METERS (50.600 FT) SOUTH FROM AND
 LB2490'EAST-WEST FENCE LINE, 13.320 METERS (43.701 FT) EAST FROM A ND
 LB2490'NORTH-SOUTH FENCE LINE, 10.241 METERS (33.599 FT) NORTHEAST FROM A 16
 LB2490'INCH MAPLE TREE, 9.449 METERS (31.001 FT) EAST-SOUTHEAST FROM A 24
 LB2490'INCH MAPLE TREE AND 12.497 METERS (41.001 FT) SOUTH FROM A 38 INCH ELM
 LB2490'TREE.
 LB2490'
 LB2490'REFERENCE MARK NO 2, IS A STANDARD, CGS BENCH MARK, DISK STAMPED,---R
 LB2490'205 RESET 1971---, CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 LB2490'FIRST STEP OF THE WEST MAIN ENTRANCE OF THE SCHOOL.  THE STATION IS
 LB2490'LOCATED 11.887 METERS (38.999 FT) NORTHEAST FROM A FLAG POLE, 2.804
 LB2490'METERS (9.199 FT) SOUTHWEST FROM THE CENTER OF THE TWO DOORS AT
 LB2490'ENTRANCE TO SCHOOL AND 6.888 METERS (22.598 FT) SOUTH-SOUTHEAST FROM A
 LB2490'LAMP POST.
 LB2490'
 LB2490'REFERENCE MARK NO 3, IS A STANDARD, NGS, DISK STAMPED,---WASHINGTON
 LB2490'1954 NO 3 1982---, CEMENTED IN A DRILL HOLE IN THE EAST CURB OF A
 LB2490'NORTH-SOUTH SIDEWALK.  THE STATION IS LOCATED 10.668 METERS (35.000
 LB2490'FT) EAST FROM THE APPROXIMATE CENTER OF WASHINGTON STREET, 7.071
 LB2490'METERS (23.199 FT) NORTHWEST FROM THE 16 INCH MAPLE TREE, 6.096 METERS
 LB2490'(20.000 FT) SOUTHWEST FROM THE 24 INCH MAPLE TREE, 15.240 METERS
 LB2490'(50.000 FT) SOUTH FROM THE NORTHWEST FENCE CORNER AROUND SCHOOL AND
 LB2490'.31 METERS (1.02 FT) LOWER THAN THE STATION, W FROM THE NORTH-SOUTH
 LB2490'FENCE LINE.
 LB2490'
 LB2490'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,---WASHINGTON 1954
 LB2490'NO 2 1982---, CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A
 LB2490'NORTH-SOUTH SIDEWALK AT THE CORNER OF S WASHINGTON ST AND W WHEELER
 LB2490'ST.  THE STATION IS LOCATED 11.582 METERS (37.999 FT) WEST FROM THE
 LB2490'APPROXIMATE CENTER OF S WASHINGTON ST, 7.010 METERS (22.999 FT) SOUTH
 LB2490'FROM THE APPROXIMATE CENTER OF W WHEELER ST, 6.583 METERS (21.598 FT)
 LB2490'NORTHWEST FROM A 14 INCH SYCAMORE TREE, 10.058 METERS (32.999 FT)
 LB2490'NORTHEAST FROM THE NORTHEAST CORNER OF A FRAME HOUSE NUMBER 1701.
 LB2490'
 LB2490'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON S WASHINGTON STREET
 LB2490'FOR 0.15 MILES (0.24 KM) TO THE JUNCTION OF W WHEELER STREET AND THE
 LB2490'MARK IN THE SOUTHWEST CORNER OF THIS INTERSECTION.
 LB2490
 LB2490                          STATION RECOVERY (2005)
 LB2490
 LB2490'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB2490'MONUMENT APPEARS TO HAVE BEEN DESTORYED DURING PLAYGROUND CONSTRUCTION
 LB2490'AT SCHOOL.  REFERENCE MARK R 205 FOUND IN GOOD CONDITION.
 LB2490
 LB2490                          STATION RECOVERY (2005)
 LB2490
 LB2490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DAB)
 LB2490'DISTANCES AND BEARINGS TO RM NO 3 AND R 205 RESET ARE AS FOLLOWS. FROM
 LB2490'STATION TO RM NO 3 IS N89D 43' 35 W, 44.32 FEET. FROM STATION TO R 205
 LB2490'RESET IS S40D 28' 57 E, 197.75 FEET.  STATION IS 7.3FT NORTH OF NORTH
 LB2490'EDGE OF PLAYGROUND AREA AND 40.7FT SOUTHWEST OF 14IN DECIDUOUS TREE.
 LB2490'STATION IS 0.2FT BELOW GRADE.  OTHER HISTORICAL REFERENCES ARE
 LB2490'ACCURATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1603 ***********************************************************************
 MD1603  DESIGNATION -  WASHINGTON
 MD1603  PID         -  MD1603
 MD1603  STATE/COUNTY-  IN/WHITLEY
 MD1603  COUNTRY     -  US
 MD1603  USGS QUAD   -  LAUD (2019)
 MD1603
 MD1603                         *CURRENT SURVEY CONTROL
 MD1603  ______________________________________________________________________
 MD1603* NAD 83(1997) POSITION- 41 01 07.33033(N) 085 28 14.96890(W)   ADJUSTED
 MD1603* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 MD1603  ______________________________________________________________________
 MD1603  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 MD1603  LAPLACE CORR    -          4.05  (seconds)                    DEFLEC18
 MD1603  HORZ ORDER      -  SECOND
 MD1603
 MD1603.The horizontal coordinates were established by classical geodetic methods
 MD1603.and adjusted by the National Geodetic Survey in May 1999.
 MD1603
 MD1603.The orthometric height was scaled from a topographic map.
 MD1603
 MD1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1603.GEOID18 height accuracy estimate available here.
 MD1603
 MD1603.Click photographs - Photos may exist for this station.
 MD1603
 MD1603.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1603
 MD1603. The following values were computed from the NAD 83(1997) position.
 MD1603
 MD1603;                    North         East     Units Scale Factor Converg.
 MD1603;SPC IN E     -   640,653.633   116,471.997   MT  0.99997000   +0 07 42.7
 MD1603;SPC IN E     - 2,101,877.79    382,125.21   sFT  0.99997000   +0 07 42.7
 MD1603;UTM  16      - 4,541,959.451   628,571.770   MT  0.99980346   +1 00 13.5
 MD1603
 MD1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1603!SPC IN E     -   0.99996465  x   0.99997000  =   0.99993465
 MD1603!UTM  16      -   0.99996465  x   0.99980346  =   0.99976812
 MD1603
 MD1603:                Primary Azimuth Mark                     Grid Az
 MD1603:SPC IN E     -  WASHINGTON AZ MK                         274 06 22.5
 MD1603:UTM  16      -  WASHINGTON AZ MK                         273 13 51.7
 MD1603
 MD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2857141959(NAD 83)
 MD1603
 MD1603|---------------------------------------------------------------------|
 MD1603| PID    Reference Object                     Distance      Geod. Az  |
 MD1603|                                                           dddmmss.s |
 MD1603| DQ7114 WASHINGTON RM 1                      23.548 METERS 09021     |
 MD1603| CC9577 WASHINGTON AZ MK                                   2741405.2 |
 MD1603| DQ7115 WASHINGTON RM 2                      33.000 METERS 35934     |
 MD1603|---------------------------------------------------------------------|
 MD1603
 MD1603                          SUPERSEDED SURVEY CONTROL
 MD1603
 MD1603  NAD 83(1995)-  41 01 07.33251(N)    085 28 14.97676(W) AD(       ) 2
 MD1603  NAD 83(1986)-  41 01 07.33292(N)    085 28 14.98118(W) AD(       ) 2
 MD1603  NAD 27      -  41 01 07.16680(N)    085 28 15.06450(W) AD(       ) 2
 MD1603
 MD1603.Superseded values are not recommended for survey control.
 MD1603
 MD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1603.See file dsdata.pdf to determine how the superseded data were derived.
 MD1603
 MD1603_MARKER: DS = TRIANGULATION STATION DISK
 MD1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1603_STAMPING: WASHINGTON 1947
 MD1603_MARK LOGO: CGS
 MD1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1603+STABILITY: SURFACE MOTION
 MD1603
 MD1603  HISTORY     - Date     Condition        Report By
 MD1603  HISTORY     - 1947     MONUMENTED       CGS
 MD1603  HISTORY     - 1963     GOOD             CGS
 MD1603  HISTORY     - 1966     GOOD             CGS
 MD1603
 MD1603                          STATION DESCRIPTION
 MD1603
 MD1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1603'THE STATION IS LOCATED 15 MILES EAST AND 1 MILE NORTH FROM NORTH
 MD1603'MANCHESTER.  IT IS 52.3 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 MD1603'BRICK BUILDING, 40 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 MD1603'HIGHWAY 9, 34.4 FEET SOUTH FROM A TELEPHONE POLE AND 5.4 FEET
 MD1603'NORTHWEST FROM A WHITE WITNESS POST.  IT PROJECTS ABOUT 4 INCHES AND
 MD1603'THE DISK IS STAMPED WASHINGTON 1947.
 MD1603'
 MD1603'REFERENCE MARK NO. 1 IS 77.25 FEET EAST FROM THE STATION, AND 37 FEET
 MD1603'EAST FROM THE CENTER OF STATE HIGHWAY 9.  IT PROJECTS 3 INCHES AND THE
 MD1603'DISK IS STAMPED WASHINGTON NO 1 1947.
 MD1603'
 MD1603'REFERENCE MARK NO. 2 IS 108.27 FEET NORTH FROM THE STATION.  IT IS 41
 MD1603'FEET WEST FROM THE CENTER OF HIGHWAY 9 AND 38 FEET SOUTH FROM THE
 MD1603'CENTER OF A GRAVEL ROAD.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MD1603'WASHINGTON NO 2 1947.
 MD1603'
 MD1603'AZIMUTH MARK IS 0.25 MILE WEST FROM THE STATION.  IT IS 19 FEET SOUTH
 MD1603'FROM THE CENTER OF A GRAVEL ROAD 1.6 FEET EAST FROM A FENCE CORNER AND
 MD1603'4.6 FEET EAST FROM A WHITE WITNESS POST.  IT PROJECTS 3 INCHES AND THE
 MD1603'DISK IS STAMPED WASHINGTON 1947.
 MD1603'
 MD1603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 114, GO
 MD1603'NORTH ON HIGHWAY 9 FOR 0.95 MILE TO THE STATION ON THE LEFT AS
 MD1603'DESCRIBED.
 MD1603'
 MD1603'HEIGHT OF IGHT ABOVE STATION MARK 30 METERS.
 MD1603
 MD1603                          STATION RECOVERY (1963)
 MD1603
 MD1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1603'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1603'DESCRIBED.
 MD1603'
 MD1603'ABOUT HALFWAY ALONG NO. 9 INDIANA HIGHWAY BETWEEN COLUMBIA CITY AND
 MD1603'HUNTINGTON, ABOUT 9-1/2 MILES SOUTH ALONG HIGHWAY FROM COLUMBIA CITY,
 MD1603'1.0 MILE NORTH OF THE JOGGED CROSSROADS WITH NO. 114 INDIANA HIGHWAY
 MD1603'WHICH IS NEAR THE LINE BETWEEN WHITLEY AND HUNTINGTON COUNTIES, IN
 MD1603'SOUTHWEST ANGLE OF CROSSROADS, ABOUT 68 YARDS SOUTH OF PROJECTED PLANE
 MD1603'OF S WALL OF ST.  CATHERINE CATHOLIC CHURCH, 40 FEET WEST OF
 MD1603'CENTERLINE OF NO. 9 HIGHWAY, 0.7 FOOT HIGHER THAN SAME, 52.3 FEET
 MD1603'SOUTHEAST OF SOUTHEAST CORNER OF BRICK DWELLING, STANDARD DISKS
 MD1603'STAMPED WASHINGTON 1947 ARE SET IN 1A AND 7A MARKS WITH THE SURFACE
 MD1603'MARK PROJECTING SLIGHTLY ABOVE GROUND.
 MD1603'
 MD1603'REFERENCE STAMPED WASHINGTON NO 1 1947, NOTE 11A, PROJECTS 0.2 FOOT,
 MD1603'IS 77.25 FEET OR 23.546 METERS E IN AZIMUTH 270 DEG 21 MIN FROM
 MD1603'STATION, 63 FEET SOUTH OF PROJECTED PLANE OF S WALL OF CONCRETE BLOCK
 MD1603'BUILDING, 37 FEET EAST OF CENTERLINE OF 20-FOOT HIGHWAY PAVEMENT, 1.0
 MD1603'FEET HIGHER THAN SAME, AND 1.5 FEET NORTH OF STEEL WITNESS POST.
 MD1603'
 MD1603'REFERENCE STAMPED WASHINGTON NO 2 1947, NOTE 11A, PROJECTS 0.1 FOOT,
 MD1603'IS 108.27 FEET OR 33.001 METERS N IN AZIMUTH 179 DEG 35 MIN FROM
 MD1603'STATION, 41 FEET WEST OF CENTERLINE OF HIGHWAY, AND 37 FEET SOUTH OF
 MD1603'CENTERLINE OF NO. 1000 S COUNTY ROAD.
 MD1603'
 MD1603'AZIMUTH MARK STAMPED WASHINGTON 1947, NOTE 16A, PROJECTS 0.2 FOOT, IS
 MD1603'ABOUT 0.25 MILE W IN AZIMUTH 94 DEG 14 MIN 06.7 SEC FROM STATION,
 MD1603'ABOUT ON CREST OF RIDGE, 2.0 FEET EAST OF OLD R.R.-RAIL FENCE POST, 19
 MD1603'FEET SOUTH OF CENTERLINE OF ROAD, 0.1 FOOT LOWER THAN SAME, AND 1.8
 MD1603'FEET WEST OF STEEL WITNESS POST.
 MD1603
 MD1603                          STATION RECOVERY (1966)
 MD1603
 MD1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MD1603'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MD1603'
 MD1603'THE STATION TO-REACH IS COMPLETELY ADEQUATE AND THE STATION
 MD1603'DESCRIPTION IS COMPLETELY CORRECT WITH THE FOLLOWING NOTATIONS.
 MD1603'
 MD1603'REFERENCE MARK NO. 1 IS NOW 1.4 FEET NORTH OF A METAL WITNESS POST AND
 MD1603'SIGN.
 MD1603'
 MD1603'THE AZIMUTH MARKS IS NOW 1.8 FEET WEST OF A METAL WITNESS POST AND
 MD1603'SIGN, AND THE OLD WOODEN WITNESS POST NO LONGER EXIST.
 MD1603'
 MD1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES NORTH OF
 MD1603'HUNTINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1943 ***********************************************************************
 JA1943  DESIGNATION -  WASHINGTON REDWOOD WATER TANK
 JA1943  PID         -  JA1943
 JA1943  STATE/COUNTY-  IN/DAVIESS
 JA1943  COUNTRY     -  US
 JA1943  USGS QUAD   -  WASHINGTON (2019)
 JA1943
 JA1943                         *CURRENT SURVEY CONTROL
 JA1943  ______________________________________________________________________
 JA1943* NAD 83(1997) POSITION- 38 39 29.55732(N) 087 09 16.44760(W)   ADJUSTED
 JA1943  ______________________________________________________________________
 JA1943  GEOID HEIGHT    -        -32.335 (meters)                     GEOID18
 JA1943  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 JA1943  HORZ ORDER      -  THIRD
 JA1943
 JA1943.The horizontal coordinates were established by classical geodetic methods
 JA1943.and adjusted by the National Geodetic Survey in May 1999.
 JA1943
 JA1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1943.GEOID18 height accuracy estimate available here.
 JA1943
 JA1943.Click photographs - Photos may exist for this station.
 JA1943
 JA1943.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1943
 JA1943. The following values were computed from the NAD 83(1997) position.
 JA1943
 JA1943;                    North         East     Units Scale Factor Converg.
 JA1943;SPC IN W     -   378,557.138   893,799.758   MT  0.99996714   -0 02 40.2
 JA1943;SPC IN W     - 1,241,982.88  2,932,408.04   sFT  0.99996714   -0 02 40.2
 JA1943;UTM  16      - 4,278,860.265   486,551.461   MT  0.99960223   -0 05 47.6
 JA1943
 JA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8655178860(NAD 83)
 JA1943
 JA1943                          SUPERSEDED SURVEY CONTROL
 JA1943
 JA1943  NAD 83(1986)-  38 39 29.56481(N)    087 09 16.44810(W) AD(       ) 3
 JA1943  NAD 27      -  38 39 29.39000(N)    087 09 16.41000(W) AD(       ) 3
 JA1943
 JA1943.Superseded values are not recommended for survey control.
 JA1943
 JA1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1943.See file dsdata.pdf to determine how the superseded data were derived.
 JA1943
 JA1943_MARKER: 53 = ELEVATED TANK
 JA1943
 JA1943  HISTORY     - Date     Condition        Report By
 JA1943  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA1943
 JA1943                          STATION DESCRIPTION
 JA1943
 JA1943'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1944 ***********************************************************************
 JA1944  DESIGNATION -  WASHINGTON VINCENNES CAN STK
 JA1944  PID         -  JA1944
 JA1944  STATE/COUNTY-  IN/DAVIESS
 JA1944  COUNTRY     -  US
 JA1944  USGS QUAD   -  WASHINGTON (2019)
 JA1944
 JA1944                         *CURRENT SURVEY CONTROL
 JA1944  ______________________________________________________________________
 JA1944* NAD 83(1997) POSITION- 38 39 32.44627(N) 087 08 57.85461(W)   ADJUSTED
 JA1944  ______________________________________________________________________
 JA1944  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 JA1944  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 JA1944  HORZ ORDER      -  THIRD
 JA1944
 JA1944.The horizontal coordinates were established by classical geodetic methods
 JA1944.and adjusted by the National Geodetic Survey in May 1999.
 JA1944
 JA1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1944.GEOID18 height accuracy estimate available here.
 JA1944
 JA1944.Click photographs - Photos may exist for this station.
 JA1944
 JA1944.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1944
 JA1944. The following values were computed from the NAD 83(1997) position.
 JA1944
 JA1944;                    North         East     Units Scale Factor Converg.
 JA1944;SPC IN W     -   378,645.881   894,249.353   MT  0.99996707   -0 02 28.6
 JA1944;SPC IN W     - 1,242,274.03  2,933,883.09   sFT  0.99996707   -0 02 28.6
 JA1944;UTM  16      - 4,278,948.568   487,000.972   MT  0.99960208   -0 05 36.0
 JA1944
 JA1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8700078948(NAD 83)
 JA1944
 JA1944                          SUPERSEDED SURVEY CONTROL
 JA1944
 JA1944  NAD 83(1986)-  38 39 32.45408(N)    087 08 57.85487(W) AD(       ) 3
 JA1944  NAD 27      -  38 39 32.27600(N)    087 08 57.81700(W) AD(       ) 3
 JA1944
 JA1944.Superseded values are not recommended for survey control.
 JA1944
 JA1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1944.See file dsdata.pdf to determine how the superseded data were derived.
 JA1944
 JA1944_MARKER: 63 = STACK
 JA1944
 JA1944  HISTORY     - Date     Condition        Report By
 JA1944  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA1944
 JA1944                          STATION DESCRIPTION
 JA1944
 JA1944'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2043 ***********************************************************************
 JA2043  DESIGNATION -  WASSMER
 JA2043  PID         -  JA2043
 JA2043  STATE/COUNTY-  IN/VANDERBURGH
 JA2043  COUNTRY     -  US
 JA2043  USGS QUAD   -  CYNTHIANA (2019)
 JA2043
 JA2043                         *CURRENT SURVEY CONTROL
 JA2043  ______________________________________________________________________
 JA2043* NAD 83(1997) POSITION- 38 09 57.06042(N) 087 41 15.47668(W)   ADJUSTED
 JA2043* NAVD 88 ORTHO HEIGHT -   151.4   (meters)      497.    (feet) VERTCON3
 JA2043  ______________________________________________________________________
 JA2043  GEOID HEIGHT    -        -31.169 (meters)                     GEOID18
 JA2043  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 JA2043  HORZ ORDER      -  SECOND
 JA2043
 JA2043.The horizontal coordinates were established by classical geodetic methods
 JA2043.and adjusted by the National Geodetic Survey in May 1999.
 JA2043
 JA2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2043
 JA2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2043.GEOID18 height accuracy estimate available here.
 JA2043
 JA2043.Click photographs - Photos may exist for this station.
 JA2043
 JA2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2043
 JA2043. The following values were computed from the NAD 83(1997) position.
 JA2043
 JA2043;                    North         East     Units Scale Factor Converg.
 JA2043;SPC IN W     -   324,075.023   847,044.214   MT  1.00000119   -0 22 24.3
 JA2043;SPC IN W     - 1,063,236.14  2,779,010.89   sFT  1.00000119   -0 22 24.3
 JA2043;UTM  16      - 4,224,440.063   439,763.585   MT  0.99964469   -0 25 29.7
 JA2043
 JA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2043!SPC IN W     -   0.99998114  x   1.00000119  =   0.99998233
 JA2043!UTM  16      -   0.99998114  x   0.99964469  =   0.99962583
 JA2043
 JA2043:                Primary Azimuth Mark                     Grid Az
 JA2043:SPC IN W     -  WASSMER AZ MK                            292 11 17.6
 JA2043:UTM  16      -  WASSMER AZ MK                            292 14 23.0
 JA2043
 JA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3976324440(NAD 83)
 JA2043
 JA2043|---------------------------------------------------------------------|
 JA2043| PID    Reference Object                     Distance      Geod. Az  |
 JA2043|                                                           dddmmss.s |
 JA2043| CG9376 WASSMER RM 1                         25.290 METERS 15723     |
 JA2043| CG9375 WASSMER AZ MK                                      2914853.3 |
 JA2043| CG9377 WASSMER RM 2                         31.664 METERS 29623     |
 JA2043| JA2045 CYNTHIANA MUNICIPAL TANK            APPROX. 3.1 KM 3205325.7 |
 JA2043|---------------------------------------------------------------------|
 JA2043
 JA2043                          SUPERSEDED SURVEY CONTROL
 JA2043
 JA2043  NAD 83(1993)-  38 09 57.06613(N)    087 41 15.47604(W) AD(       ) 2
 JA2043  NAD 83(1986)-  38 09 57.06980(N)    087 41 15.47810(W) AD(       ) 2
 JA2043  NAD 27      -  38 09 56.91405(N)    087 41 15.38679(W) AD(       ) 2
 JA2043  NGVD 29 (07/19/86)  151.5    (m)          497.     (f) VERT ANG       
 JA2043
 JA2043.Superseded values are not recommended for survey control.
 JA2043
 JA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2043.See file dsdata.pdf to determine how the superseded data were derived.
 JA2043
 JA2043_MARKER: DE = TRAVERSE STATION DISK
 JA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2043_STAMPING: WASSMER 1961
 JA2043_MARK LOGO: CGS
 JA2043_PROJECTION: FLUSH
 JA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2043+STABILITY: SURFACE MOTION
 JA2043
 JA2043  HISTORY     - Date     Condition        Report By
 JA2043  HISTORY     - 1961     MONUMENTED       CGS
 JA2043  HISTORY     - 1964     GOOD             CGS
 JA2043  HISTORY     - 19950822 MARK NOT FOUND   USPSQD
 JA2043
 JA2043                          STATION DESCRIPTION
 JA2043
 JA2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2043'THE STATION I LOCATED ABOUT 2 MILES SOUTHEAST OF CYNTHIANA, ABOUT 0.1
 JA2043'MILE EAST OF THE POSEY-VANDERBURGH COUNTY LINE, ABOUT 0.25 MILE SOUTH
 JA2043'OF THE GIBSON-VANDERBURGH COUNTY LINE ON THE HIGHEST POINT OF A SMALL
 JA2043'HILL ON THE WEST SIDE OF A TIN SHED AT THE HOME OF MR ANDREW WASSMER.
 JA2043'
 JA2043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 65 IN
 JA2043'CYNTHIANA, GO SOUTH ON STATE HIGHWAY 65 FOR 1.9 MILES TO THE AZIMUTH
 JA2043'MARK ON THE RIGHT SIDE OF HIGHWAY 65, CONTINUE ON STATE HIGHWAY 65 FOR
 JA2043'0.45 MILE TO TOP OF SMALL HILL AND DRIVEWAY ON THE LEFT, TURN LEFT AND
 JA2043'GO A SHORT DISTANCE, TURN SHARP LEFT AND GO TO THE WEST END OF SHED
 JA2043'AND STATION AS DESCRIBED.
 JA2043'
 JA2043'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 JA2043'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JA2043'WASSMER 1961.  THE MARK IS 81.5 FEET NORTHWEST OF THE WITNESS POST,
 JA2043'58.6 FEET NORTHEAST OF CENTER OF HIGHWAY 65, 54.5 FEET WEST-SOUTHWEST
 JA2043'OF THE NORTHWEST CORNER OF SHED, 47 FEET NORTHWEST OF SOUTHWEST CORNER
 JA2043'OF SHED AND 11.5 FEET SOUTHEAST OF FENCE.
 JA2043'
 JA2043'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JA2043'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK
 JA2043'IS STAMPED WASSMER NO 1 1961.  THE MARK IS 40 FEET SOUTH OF THE
 JA2043'SOUTHWEST CORNER OF SHED, 37 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 JA2043'65, 27 FEET EAST-SOUTHEAST OF A TELEPHONE POLE AND 2.2 FEET
 JA2043'EAST-SOUTHEAST OF THE WITNESS POST.
 JA2043'
 JA2043'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JA2043'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK
 JA2043'IS STAMPED WASSMER NO 2 1961.  THE MARK IS 25 FEET NORTHEAST OF THE
 JA2043'CENTER OF HIGHWAY 65, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT
 JA2043'SOUTHWEST OF THE FENCE.
 JA2043'
 JA2043'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 JA2043'SQUARE CONCRETE WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JA2043'WASSMER 1961.  THE MARK IS 42 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 JA2043'28 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 65, 2.3 FEET EAST-SOUTHEAST
 JA2043'OF THE WITNESS POST AND 1 FOOT NORTHEAST OF FENCE.
 JA2043'
 JA2043'HEIGHT OF LIGHT ABOVE STATION MARK 22.16 METERS.
 JA2043
 JA2043                          STATION RECOVERY (1964)
 JA2043
 JA2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA2043'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JA2043'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION IS ADEQUATELY
 JA2043'DESCRIBED AND THE TO REACH IS GOOD.
 JA2043
 JA2043                          STATION RECOVERY (1995)
 JA2043
 JA2043'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1527 ***********************************************************************
 MD1527  DESIGNATION -  WATERLOO 2
 MD1527  PID         -  MD1527
 MD1527  STATE/COUNTY-  IN/DE KALB
 MD1527  COUNTRY     -  US
 MD1527  USGS QUAD   -  WATERLOO (2019)
 MD1527
 MD1527                         *CURRENT SURVEY CONTROL
 MD1527  ______________________________________________________________________
 MD1527* NAD 83(1997) POSITION- 41 26 07.33162(N) 085 01 56.27624(W)   NO CHECK
 MD1527* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 MD1527  ______________________________________________________________________
 MD1527  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 MD1527  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 MD1527  HORZ ORDER      -  THIRD
 MD1527
 MD1527.The horizontal coordinates were established by classical geodetic methods
 MD1527.and adjusted by the National Geodetic Survey in May 1999.
 MD1527
 MD1527.No horizontal observational check was made to the station.
 MD1527
 MD1527.The orthometric height was scaled from a topographic map.
 MD1527
 MD1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1527.GEOID18 height accuracy estimate available here.
 MD1527
 MD1527.Click photographs - Photos may exist for this station.
 MD1527
 MD1527.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1527
 MD1527. The following values were computed from the NAD 83(1997) position.
 MD1527
 MD1527;                    North         East     Units Scale Factor Converg.
 MD1527;SPC IN E     -   687,102.184   153,018.270   MT  1.00000125   +0 25 11.3
 MD1527;SPC IN E     - 2,254,267.75    502,027.44   sFT  1.00000125   +0 25 11.3
 MD1527;UTM  16      - 4,588,957.621   664,397.030   MT  0.99993261   +1 18 08.9
 MD1527
 MD1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1527!SPC IN E     -   0.99996116  x   1.00000125  =   0.99996241
 MD1527!UTM  16      -   0.99996116  x   0.99993261  =   0.99989377
 MD1527
 MD1527:                Primary Azimuth Mark                     Grid Az
 MD1527:SPC IN E     -  WATERLOO AZ MK                           204 49 37.7
 MD1527:UTM  16      -  WATERLOO AZ MK                           203 56 40.1
 MD1527
 MD1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6439788957(NAD 83)
 MD1527
 MD1527|---------------------------------------------------------------------|
 MD1527| PID    Reference Object                     Distance      Geod. Az  |
 MD1527|                                                           dddmmss.s |
 MD1527| MD1522 WATERLOO                              2.724 METERS 02515     |
 MD1527| CC9585 WATERLOO RM 2                        29.641 METERS 15051     |
 MD1527| CC9583 WATERLOO AZ MK                                     2051449.0 |
 MD1527| CC9586 WATERLOO 2 RM 3                      33.214 METERS 20518     |
 MD1527|---------------------------------------------------------------------|
 MD1527
 MD1527                          SUPERSEDED SURVEY CONTROL
 MD1527
 MD1527  NAD 83(1995)-  41 26 07.33191(N)    085 01 56.27802(W) AD(       ) 3
 MD1527  NAD 83(1986)-  41 26 07.33240(N)    085 01 56.29005(W) AD(       ) 3
 MD1527  NAD 27      -  41 26 07.15235(N)    085 01 56.40766(W) AD(       ) 3
 MD1527
 MD1527.Superseded values are not recommended for survey control.
 MD1527
 MD1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1527.See file dsdata.pdf to determine how the superseded data were derived.
 MD1527
 MD1527_MARKER: DS = TRIANGULATION STATION DISK
 MD1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1527_STAMPING: WATERLOO 2 1967
 MD1527_MARK LOGO: CGS
 MD1527_PROJECTION: FLUSH
 MD1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1527+STABILITY: SURFACE MOTION
 MD1527
 MD1527  HISTORY     - Date     Condition        Report By
 MD1527  HISTORY     - 1967     MONUMENTED       CGS
 MD1527
 MD1527                          STATION DESCRIPTION
 MD1527
 MD1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MD1527'STATION IS ABOUT 1/2 MILE WEST OF WATERLOO AT THE SILBERG MOTEL.  IT
 MD1527'IS 105 FEET EAST OF THE NORTHEAST CORNER OF MR. SILBERGS HOME, 61 FEET
 MD1527'SOUTH OF THE CENTERLINE OF U.S.  HIGHWAY 6, 41 FEET NORTH OF A 24 INCH
 MD1527'BEECH TREE AND 24 FEET NORTHEAST OF A 20 INCH MAPLE TREE.  THE
 MD1527'MONUMENT IS FLUSH AND THE DISK IS STAMPED WATERLOO 2 1967.
 MD1527'
 MD1527'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 27 IN
 MD1527'WATERLOO, GO WEST ON HIGHWAY 6 FOR 0.6 MILE TO THE STATION ON THE
 MD1527'LEFT.
 MD1527'
 MD1527'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 6 FOR
 MD1527'0.2 MILE TO A PAVED STREET RIGHT.  TURN RIGHT ON THE STREET AND GO
 MD1527'SOUTH FOR 0.15 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT ON THE PAVED
 MD1527'ROAD AND GO WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MD1527'
 MD1527'REFERENCE MARK 2 IS 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MD1527'30 FEET SOUTH OF A 24 INCH MAPLE TREE, 12 FEET NORTH OF THE NORTH EDGE
 MD1527'OF A CORN FIELD AND 7 FEET NORTHEAST OF A 10 INCH ELM TREE.  THE
 MD1527'MONUMENT IS FLUSH AND THE DISK IS STAMPED WATERLOO NO 2 1947.
 MD1527'
 MD1527'REFERENCE MARK 3 IS 23 FEET SOUTHEAST OF A 15 INCH COTTONWOOD TREE, 12
 MD1527'FEET SOUTHWEST OF A 10 INCH ELM TREE AND 1 FOOT NORTH OF THE SOUTH
 MD1527'EDGE OF THE LAWN AND CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE
 MD1527'DISK IS STAMPED WATERLOO 2 NO 3 1967.
 MD1527'
 MD1527'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 7
 MD1527'FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF A WOODEN WITNESS POST
 MD1527'WITH A WITNESS SIGN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MD1527'WATERLOO 1947.
 MD1527'
 MD1527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1520 ***********************************************************************
 MD1520  DESIGNATION -  WATERLOO MUNICIPAL STANDPIPE
 MD1520  PID         -  MD1520
 MD1520  STATE/COUNTY-  IN/DE KALB
 MD1520  COUNTRY     -  US
 MD1520  USGS QUAD   -  WATERLOO (2019)
 MD1520
 MD1520                         *CURRENT SURVEY CONTROL
 MD1520  ______________________________________________________________________
 MD1520* NAD 83(1997) POSITION- 41 25 54.80012(N) 085 01 06.64621(W)   ADJUSTED
 MD1520  ______________________________________________________________________
 MD1520  GEOID HEIGHT    -        -33.212 (meters)                     GEOID18
 MD1520  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 MD1520  HORZ ORDER      -  THIRD
 MD1520
 MD1520.The horizontal coordinates were established by classical geodetic methods
 MD1520.and adjusted by the National Geodetic Survey in May 1999.
 MD1520
 MD1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1520.GEOID18 height accuracy estimate available here.
 MD1520
 MD1520.Click photographs - Photos may exist for this station.
 MD1520
 MD1520.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1520
 MD1520. The following values were computed from the NAD 83(1997) position.
 MD1520
 MD1520;                    North         East     Units Scale Factor Converg.
 MD1520;SPC IN E     -   686,724.123   154,173.367   MT  1.00000277   +0 25 44.1
 MD1520;SPC IN E     - 2,253,027.39    505,817.12   sFT  1.00000277   +0 25 44.1
 MD1520;UTM  16      - 4,588,597.422   665,557.735   MT  0.99993732   +1 18 41.4
 MD1520
 MD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6555788597(NAD 83)
 MD1520
 MD1520                          SUPERSEDED SURVEY CONTROL
 MD1520
 MD1520  NAD 83(1995)-  41 25 54.80039(N)    085 01 06.64801(W) AD(       ) 3
 MD1520  NAD 83(1986)-  41 25 54.80088(N)    085 01 06.65988(W) AD(       ) 3
 MD1520  NAD 27      -  41 25 54.62100(N)    085 01 06.78100(W) AD(       ) 3
 MD1520
 MD1520.Superseded values are not recommended for survey control.
 MD1520
 MD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1520.See file dsdata.pdf to determine how the superseded data were derived.
 MD1520
 MD1520_MARKER: 52 = STANDPIPE TANK
 MD1520
 MD1520  HISTORY     - Date     Condition        Report By
 MD1520  HISTORY     - 1932     FIRST OBSERVED   CGS
 MD1520  HISTORY     - 1947     GOOD             CGS
 MD1520  HISTORY     - 1963     GOOD             CGS
 MD1520
 MD1520                          STATION DESCRIPTION
 MD1520
 MD1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1520'THIS IS AN INTERSECTION STATION.
 MD1520'
 MD1520'STATION IS LOCATED IN WATERLOO, ONE BLOCK EAST OF THE MAIN STREET AND
 MD1520'300 FEET NORTH OF THE
 MD1520'RAILROAD TRACKS.  IT IS A GREY STEEL STANDPIPE ABOUT 100 FEET HIGH
 MD1520'AND 20 FEET IN DIAMETER.  THE POINT
 MD1520'OBSERVED ON WAS THE APEX OF THE ROOF.
 MD1520
 MD1520                          STATION RECOVERY (1963)
 MD1520
 MD1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1520'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED BY R.C.B. IN
 MD1520'1946 (APPARENTLY IT WAS FIRST
 MD1520'INTERSECTED IN 1932 FROM MAYBE THE STATE LINE SURVEY) EXCEPT THAT THE
 MD1520'UNDERSIGNED MEASURED IT TO BE 12.5 FEET
 MD1520'IN DIAMETER INSTEAD OF THE 20 FEET RECORDED IN THE SAID DESCRIPTION.
 MD1520'IT IS ONE BLOCK E OF THE MAIN N-S STREET AND
 MD1520'AN ESTIMATED 100 YARDS N OF THE NEW
 MD1520'YORK CENTRAL RAILROAD TRACKS, AND AN ESTIMATED 100 FEET HIGH
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1519 ***********************************************************************
 MD1519  DESIGNATION -  WATERLOO ST MICHAELS CH SPIRE
 MD1519  PID         -  MD1519
 MD1519  STATE/COUNTY-  IN/DE KALB
 MD1519  COUNTRY     -  US
 MD1519  USGS QUAD   -  WATERLOO (2019)
 MD1519
 MD1519                         *CURRENT SURVEY CONTROL
 MD1519  ______________________________________________________________________
 MD1519* NAD 83(1997) POSITION- 41 29 29.89779(N) 085 00 39.90410(W)   ADJUSTED
 MD1519  ______________________________________________________________________
 MD1519  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 MD1519  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 MD1519  HORZ ORDER      -  THIRD
 MD1519
 MD1519.The horizontal coordinates were established by classical geodetic methods
 MD1519.and adjusted by the National Geodetic Survey in May 1999.
 MD1519
 MD1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1519.GEOID18 height accuracy estimate available here.
 MD1519
 MD1519.Click photographs - Photos may exist for this station.
 MD1519
 MD1519.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1519
 MD1519. The following values were computed from the NAD 83(1997) position.
 MD1519
 MD1519;                    North         East     Units Scale Factor Converg.
 MD1519;SPC IN E     -   693,364.564   154,743.966   MT  1.00000353   +0 26 03.6
 MD1519;SPC IN E     - 2,274,813.57    507,689.16   sFT  1.00000353   +0 26 03.6
 MD1519;UTM  16      - 4,595,245.438   666,025.889   MT  0.99993923   +1 19 04.7
 MD1519
 MD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6602595245(NAD 83)
 MD1519
 MD1519                          SUPERSEDED SURVEY CONTROL
 MD1519
 MD1519  NAD 83(1995)-  41 29 29.89808(N)    085 00 39.90577(W) AD(       ) 3
 MD1519  NAD 83(1986)-  41 29 29.89845(N)    085 00 39.91740(W) AD(       ) 3
 MD1519  NAD 27      -  41 29 29.71800(N)    085 00 40.04000(W) AD(       ) 3
 MD1519
 MD1519.Superseded values are not recommended for survey control.
 MD1519
 MD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1519.See file dsdata.pdf to determine how the superseded data were derived.
 MD1519
 MD1519_MARKER: 90 = CHURCH SPIRE
 MD1519
 MD1519  HISTORY     - Date     Condition        Report By
 MD1519  HISTORY     - 1946     FIRST OBSERVED   CGS
 MD1519  HISTORY     - 1963     GOOD             CGS
 MD1519
 MD1519                          STATION DESCRIPTION
 MD1519
 MD1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1519'THIS IS AN INTERSECTION STATION.
 MD1519'
 MD1519'STATION IS LOCATED IN THE NORTHWEST ANGLE OF A GRAVEL CROSSROAD AND
 MD1519'U.S.  HIGHWAY 27, 4.35
 MD1519'MILES NORTH OF THE JUNCTION OF U.S. HIGHWAYS 27 AND 6 IN WATERLOO.
 MD1519'IT IS A SMALL WHITE WOODEN SPIRE ON
 MD1519'THE EAST SIDE OF A BROWN BRICK CHURCH AND ABOUT 100 FEET
 MD1519'ABOVE THE GROUND.  THE POINT OBSERVED ON WAS THE
 MD1519'BASE OF THE SMALL GOLD CROSS AT THE POINT
 MD1519'OF THE SPIRE.
 MD1519
 MD1519                          STATION RECOVERY (1963)
 MD1519
 MD1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1519'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, ABOUT 4.4 MILES
 MD1519'NORTHERLY ALONG NO.  27 U.S. HIGHWAY
 MD1519'FROM ITS JUNCTION WITH NO. 6 U. S. HWY. IN THE HEART OF WATERLOO, IN
 MD1519'THE NW ANGLE OF THE INTERSECTION OF
 MD1519'NO. 27 HWY. AND NO. 10 COUNTY ROAD NOW ASPHALT, THE BASE OF
 MD1519'THE CROSS AT THE APEX OF A WOODEN SPIRE ATOP THE
 MD1519'BELFRY ON THE E SIDE OF BROWN BRICK CHURCH
 MD1519'ERECTED IN 1921, AN ESTIMATED 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2151 ***********************************************************************
 HZ2151  HT_MOD      -  This is a Height Modernization Survey Station.
 HZ2151  DESIGNATION -  WATSON
 HZ2151  PID         -  HZ2151
 HZ2151  STATE/COUNTY-  IN/CLARK
 HZ2151  COUNTRY     -  US
 HZ2151  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ2151
 HZ2151                         *CURRENT SURVEY CONTROL
 HZ2151  ______________________________________________________________________
 HZ2151* NAD 83(2011) POSITION- 38 22 11.08864(N) 085 41 50.21307(W)   NO CHECK
 HZ2151* NAD 83(2011) ELLIP HT-   126.808 (meters)        (06/27/12)   NO CHECK
 HZ2151* NAD 83(2011) EPOCH   -  2010.00
 HZ2151* NAVD 88 ORTHO HEIGHT -   160.27  (meters)      525.8   (feet) GPS OBS
 HZ2151  ______________________________________________________________________
 HZ2151  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 HZ2151  NAD 83(2011) X  -    375,667.143 (meters)                     COMP
 HZ2151  NAD 83(2011) Y  - -4,993,044.354 (meters)                     COMP
 HZ2151  NAD 83(2011) Z  -  3,937,782.379 (meters)                     COMP
 HZ2151  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 HZ2151
 HZ2151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ2151  Standards:
 HZ2151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ2151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ2151  -------------------------------------------------------------------
 HZ2151  NETWORK    0.71   1.53           0.29   0.29   0.78     -0.11451492
 HZ2151  -------------------------------------------------------------------
 HZ2151  Click here for local accuracies and other accuracy information.
 HZ2151
 HZ2151.The horizontal coordinates were established by GPS observations
 HZ2151.and adjusted by the National Geodetic Survey in June 2012.
 HZ2151
 HZ2151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ2151.been affixed to the stable North American tectonic plate. See 
 HZ2151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ2151
 HZ2151.The horizontal coordinates are valid at the epoch date displayed above
 HZ2151.which is a decimal equivalence of Year/Month/Day.
 HZ2151
 HZ2151.No horizontal observational check was made to the station.
 HZ2151
 HZ2151.The orthometric height was determined by GPS observations and a
 HZ2151.high-resolution geoid model using precise GPS observation and
 HZ2151.processing techniques.
 HZ2151
 HZ2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2151.GEOID18 height accuracy estimate available here.
 HZ2151
 HZ2151.Click photographs - Photos may exist for this station.
 HZ2151
 HZ2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2151
 HZ2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2151
 HZ2151.The ellipsoidal height was determined by GPS observations
 HZ2151.and is referenced to NAD 83.
 HZ2151
 HZ2151. The following values were computed from the NAD 83(2011) position.
 HZ2151
 HZ2151;                    North         East     Units Scale Factor Converg.
 HZ2151;SPC IN E     -   346,534.994    97,324.678   MT  0.99996675   -0 01 08.4
 HZ2151;SPC IN E     - 1,136,923.56    319,306.05   sFT  0.99996675   -0 01 08.4
 HZ2151;SPC KY1Z     - 1,226,010.876 1,504,606.791   MT  0.99994193   +0 01 56.5
 HZ2151;SPC KY1Z     - 4,022,337.35  4,936,364.11   sFT  0.99994193   +0 01 56.5
 HZ2151;SPC KY N     -    97,532.796   373,532.425   MT  0.99996352   -0 54 01.1
 HZ2151;SPC KY N     -   319,988.85  1,225,497.63   sFT  0.99996352   -0 54 01.1
 HZ2151;UTM  16      - 4,247,643.634   613,800.837   MT  0.99975949   +0 48 31.4
 HZ2151
 HZ2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2151!SPC IN E     -   0.99998010  x   0.99996675  =   0.99994685
 HZ2151!SPC KY1Z     -   0.99998010  x   0.99994193  =   0.99992203
 HZ2151!SPC KY N     -   0.99998010  x   0.99996352  =   0.99994362
 HZ2151!UTM  16      -   0.99998010  x   0.99975949  =   0.99973960
 HZ2151
 HZ2151:                Primary Azimuth Mark                     Grid Az
 HZ2151:SPC IN E     -  WATSON RM 3                              028 15 18.5
 HZ2151:SPC KY1Z     -  WATSON RM 3                              028 12 13.6
 HZ2151:SPC KY N     -  WATSON RM 3                              029 08 11.2
 HZ2151:UTM  16      -  WATSON RM 3                              027 25 38.7
 HZ2151
 HZ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1380047643(NAD 83)
 HZ2151
 HZ2151|---------------------------------------------------------------------|
 HZ2151| PID    Reference Object                     Distance      Geod. Az  |
 HZ2151|                                                           dddmmss.s |
 HZ2151| CG9378 WATSON AZ MK                                       0281427.3 |
 HZ2151| CG9381 WATSON RM 3                                        0281410.1 |
 HZ2151| CG9379 WATSON RM 1                          22.988 METERS 05048     |
 HZ2151| HZ2133 INDIANA ORD WKS 6012 SANI TANK      459.364 METERS 1082155.9 |
 HZ2151| HZ2134 INDIANA ORD WKS 6013 SANI TANK      APPROX. 1.4 KM 1305619.5 |
 HZ2151| CG9380 WATSON RM 2                          21.275 METERS 15113     |
 HZ2151| HZ2270 SPEED LOUISVILLE CEMENT NW STK      APPROX. 6.8 KM 3161337.5 |
 HZ2151|---------------------------------------------------------------------|
 HZ2151
 HZ2151                          SUPERSEDED SURVEY CONTROL
 HZ2151
 HZ2151  NAD 83(2007)-  38 22 11.08869(N)    085 41 50.21391(W) AD(2002.00) 0
 HZ2151  ELLIP H (02/10/07)  126.828  (m)                       GP(2002.00)    
 HZ2151  NAD 83(1997)-  38 22 11.08880(N)    085 41 50.21378(W) AD(       ) 1
 HZ2151  ELLIP H (01/19/05)  126.836  (m)                       GP(       ) 4 1
 HZ2151  NAD 83(1997)-  38 22 11.09090(N)    085 41 50.21628(W) AD(       ) 3
 HZ2151  NAD 83(1993)-  38 22 11.09120(N)    085 41 50.21636(W) AD(       ) 3
 HZ2151  NAD 83(1986)-  38 22 11.09438(N)    085 41 50.22284(W) AD(       ) 3
 HZ2151  NAD 27      -  38 22 10.85700(N)    085 41 50.35800(W) AD(       ) 3
 HZ2151  NAVD 88 (01/19/05)  160.3    (m)  GEOID03  model used  GPS OBS        
 HZ2151
 HZ2151.Superseded values are not recommended for survey control.
 HZ2151
 HZ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2151.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2151
 HZ2151_MARKER: DS = TRIANGULATION STATION DISK
 HZ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2151_STAMPING: WATSON 1947
 HZ2151_MARK LOGO: CGS
 HZ2151_PROJECTION: RECESSED 5 CENTIMETERS
 HZ2151_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2151+STABILITY: SURFACE MOTION
 HZ2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ2151+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2025
 HZ2151
 HZ2151  HISTORY     - Date     Condition        Report By
 HZ2151  HISTORY     - 1947     MONUMENTED       CGS
 HZ2151  HISTORY     - 1973     GOOD             PAS
 HZ2151  HISTORY     - 1974     GOOD             NGS
 HZ2151  HISTORY     - 1976     GOOD             NGS
 HZ2151  HISTORY     - 19870504 GOOD             NGS
 HZ2151  HISTORY     - 2003     GOOD             INDOT
 HZ2151  HISTORY     - 20230518 GOOD             INDOT
 HZ2151  HISTORY     - 20250514 GOOD             NGSTM
 HZ2151
 HZ2151                          STATION DESCRIPTION
 HZ2151
 HZ2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2151'THE STATION IS LOCATED ON THE PROPERTY OF THE BALTIMORE AND OHIO
 HZ2151'RAILROAD CO. ABOUT 5 MILES SOUTH-SOUTHWEST OF CHARLESTOWN,
 HZ2151'AND 3-1/4 MILES SOUTHEAST OF SELLERSBURG. IT IS 116 FEET WEST OF THE
 HZ2151'WEST RAIL OF THE MAIN TRACK OF THE RAILROAD AND 7.4 FEET EAST OF
 HZ2151'A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 HZ2151'STAMPED WATSON 1947.
 HZ2151'
 HZ2151'REFERENCE MARK NO. 1 IS 75.39 FEET NORTHEAST OF THE STATION, 81.2
 HZ2151'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 34.7 FEET WEST OF
 HZ2151'THE APPROXIMATE CENTERLINE OF A PAVED ROAD, AND 26.6 FEET SOUTH OF
 HZ2151'POWERLINE POLE NO. 888. THE MARK IS FLUSH WITH THE GROUND, AND
 HZ2151'THE DISK IS STAMPED WATSON NO 1 1947.
 HZ2151'
 HZ2151'REFERENCE MARK NO. 2 IS 69.82 FEET SOUTH-SOUTHEAST OF THE STATION, 62
 HZ2151'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 13 FEET W. OF THE
 HZ2151'APPROXIMATE CENTERLINE OF A PAVED ROAD, AND 2 FEET NORTH OF A
 HZ2151'RAILROAD CROSSING SIGN. THE MARK IS FLUSH WITH THE GROUND, AND
 HZ2151'THE DISK IS STAMPED WATSON NO 2 1947.
 HZ2151'
 HZ2151'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION, 50.6
 HZ2151'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD, 36.8
 HZ2151'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 36 FEET WEST OF THE
 HZ2151'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 62,
 HZ2151'9.6 FEET SOUTHWEST OF POWERLINE POLE NO. 26, AND 1.6 FEET WEST OF A
 HZ2151'WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2151'WATSON 1947.
 HZ2151'
 HZ2151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62 IN
 HZ2151'CHARLESTOWN, GO SOUTH ON THE LATTER FOR 5 MILES TO A SIDE ROAD ON
 HZ2151'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED. TURN RIGHT, WEST, CROSS
 HZ2151'THE RAILROAD TRACKS AND GO SOUTH AGAIN FOR 0.3 MILE TO A
 HZ2151'RAILROAD CROSSING SIGN ON THE RIGHT AND THE STATION.
 HZ2151'
 HZ2151'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2151
 HZ2151                          STATION RECOVERY (1973)
 HZ2151
 HZ2151'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1973
 HZ2151'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND 2 WERE ALL
 HZ2151'FOUND AS DESCRIBED.  STATION AND REFERENCE MARKS ARE IN GOOD
 HZ2151'SHAPE.  THE TOP OF THE AZIMUTH MARK DISK HAD BEEN SHEARED OFF, WITH
 HZ2151'THE SHANK OF THE DISK STILL REMAINING IN POST.  THE POST IS STILL
 HZ2151'SOLID IN GROUND AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.  THE
 HZ2151'DIRECTION BETWEEN THE AZIMUTH MARK AND INDIANA ORDINANCE WORKS
 HZ2151'WATER TANK NO. 6012 WAS CHECKED AND AGREED VERY CLOSELY WITH THE
 HZ2151'PUBLISHED VALUE.  THE OLD DESCRIPTION FOR AZIMUTH IS ADEQUATE.
 HZ2151'
 HZ2151'A NEW LOCAL DESCRIPTION FOR STATION MARK IS AS FOLLOWS--
 HZ2151'
 HZ2151'98 FT. NORTH OF POWER TRANSMISSION POLE NO. 813.
 HZ2151'71.5 FT. NORTH-NORTHWEST OF RAILROAD CROSSING SIGN POST.
 HZ2151'68 FT. NORTHWEST OF THE CENTER OF BLACKTOP ROAD THAT PARALLELS
 HZ2151'RAILROAD.
 HZ2151'47.5 FT. SOUTHWEST OF POWER TRANSMISSION POLE.
 HZ2151'3 FT. EAST OF A METAL WITNESS POST AND SIGN.
 HZ2151'
 HZ2151'DESCRIPTION FOR REFERENCE MARKS IS ADEQUATE.
 HZ2151
 HZ2151                          STATION RECOVERY (1974)
 HZ2151
 HZ2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HZ2151'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HZ2151'THE AZIMUTH MARK WAS FOUND WITH THE TOP PORTION SHEARED OFF AND THE
 HZ2151'DISK GONE.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 HZ2151'CHECKED.  REFERENCE MARK 3 WAS SET USING THE AZIMUTH MARK
 HZ2151'MONUMENT.  A NEW DESCRIPTION FOLLOWS--
 HZ2151'
 HZ2151'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CHARLESTON, ON
 HZ2151'RAILROAD RIGHT-OF-WAY, 98 FEET NORTH OF A POWER POLE, 71 FEET
 HZ2151'NORTHWEST OF A RAILROAD CROSSING SIGN, 68 FEET NORTHWEST OF THE
 HZ2151'CENTERLINE OF A PAVED ROAD, 47 FEET SOUTHWEST OF A POWER POLE, 3
 HZ2151'FEET EAST OF A METAL WITNESS POST AND 116 FEET WEST OF THE WEST
 HZ2151'RAIL OF RAILROAD TRACKS.  THE MONUMENT IS FLUSH AND THE DISK IS
 HZ2151'STAMPED WATSON 1947.
 HZ2151'
 HZ2151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 62
 HZ2151'AT CHARLESTON, GO SOUTHWEST ON HIGHWAY 62 FOR 5.2 MILES TO A
 HZ2151'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT ON PAVED
 HZ2151'ROAD CROSSING RAILROAD TRACKS THEN LEFT AND GO SOUTH ON PAVED ROAD
 HZ2151'ALONG WEST SIDE OF TRACKS FOR 0.3 MILE TO THE STATION ON THE
 HZ2151'RIGHT.
 HZ2151'
 HZ2151'REFERENCE MARK 1 IS 29 FEET NORTHEAST OF POWER POLE, 68 FEET
 HZ2151'SOUTHWEST OF THE CENTERLINE OF GRAVELED ROAD, 81 FEET WEST OF THE
 HZ2151'WEST RAIL OF MAIN TRACK.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HZ2151'DISK IS STAMPED WATSON NO 1 1947.
 HZ2151'
 HZ2151'REFERENCE MARK 2 IS 62 FEET WEST OF THE WEST RAIL OF THE MAIN
 HZ2151'TRACK, 13 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH
 HZ2151'OF THE RAILROAD CROSSING SIGN.  THE MONUMENT IS FLUSH AND THE DISK
 HZ2151'IS STAMPED WATSON NO 2 1947.
 HZ2151'
 HZ2151'REFERENCE MARK 3 IS 50 FEET NORTH OF THE CENTERLINE OF SALEM ROAD,
 HZ2151'36 FEET WEST OF THE CENTELINE OF THE SOUTH BOUND LANE OF
 HZ2151'HIGHWAY 62, 37 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 HZ2151'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 HZ2151'INCHES AND THE DISK IS STAMPED WATSON 1947 NO 3 AZ 1974.
 HZ2151'
 HZ2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 HZ2151'SOUTHEAST OF SELLERSBURG.
 HZ2151'
 HZ2151'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2151
 HZ2151                          STATION RECOVERY (1976)
 HZ2151
 HZ2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2151'STATION MARK, REFERENCE MARKS 1, 2 AND 3 (1974 AZIMUTH MARK) WERE
 HZ2151'FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1974.  THE DISTANCE TO
 HZ2151'REFERENCE MARK 1 WAS 0.02 FOOT LONGER.  THE DISTANCE TO REFERENCE
 HZ2151'MARK 2 CHECKED.  THE DIRECTION CHECKED REFERENCE MARK 1.  THE
 HZ2151'DIRECTION TO REFERENCE MARK 2 WAS 1-MINUTE AND 12 SECONDS
 HZ2151'GREATER.  NO INTERSECTION POINTS WERE OBSERVED AS BOX CARS ON THE
 HZ2151'RAILROAD TRACKS OBSTRUCTED THE VIEW.
 HZ2151'
 HZ2151'THE 1974 DESCRIPTION IS ADEQUATE AND COMPLETE.
 HZ2151'
 HZ2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 HZ2151'SOUTHEAST OF SELLERSBURG.
 HZ2151'
 HZ2151'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2151
 HZ2151                          STATION RECOVERY (1987)
 HZ2151
 HZ2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 HZ2151'ANOTHER ALIAS IS LOUISVILLE WATSON. THE STATION IS NEAR GATE 3 OF THE
 HZ2151'INDIANA ARMY AMMUNITION PLANT.  IT IS 6 MI (9.7 KM) SOUTH OF
 HZ2151'CHARLESTOWN, INDIANA, 1.5 MI (2.4 KM) NORTH OF COMMUNITY OF WATSON,
 HZ2151'INDIANA, AND 8.9 MI (14.3 KM) NORTH NORTHEAST OF UNITED STATES COURT
 HZ2151'HOUSE IN LOUISVILLE, KENTUCKY.  TO ACCESS FROM INTERCHANGE 1 OF
 HZ2151'INTERSTATE 65 (JUST NORTH OF JFK BRIDGE TO KY) , GO NORTHEAST ON IN
 HZ2151'ROUTE 62 EAST.  GO 8.1 MI (13.0 KM) TO SALEM ROAD (GATE 4 AND WATSON
 HZ2151'AZMK) .  TURN WEST, LEFT, ACROSS CSX (B AND O) RR TRACKS AND THEN TAKE
 HZ2151'IMMEDIATE TURN SOUTHWEST, LEFT, ONTO SHUNGATE ROAD.  GO 0.33 MI (0.53
 HZ2151'KM) TO RR SIDING CROSSING AND STATION. STATION IS 53.46 M (175.39 FT)
 HZ2151'SW OF RM 1, 20.7 M (67.9 FT) NW OF SHUNGATE ROAD, 43.5 M (142.7 FT) SW
 HZ2151'OF GRAVEL ROAD, 35.4 M (116.1 FT) W OF W RAIL OF MAIN LINE, 29.9 M
 HZ2151'(98.1 FT) N OF A POWER POLE, 14.3 M (46.9 FT) SW OF ANOTHER POWER
 HZ2151'POLE, AND 0.3 M (1.0 FT) NE OF METAL WITNESS POST.  STATION IS OVER
 HZ2151'DISK SET IN CONCRETE POST FLUSH WITH THE GROUND.
 HZ2151
 HZ2151                          STATION RECOVERY (2003)
 HZ2151
 HZ2151'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (LWP)
 HZ2151'RECOVERED AS DESCRIBED.  NEW TO REACH FOLLOWS.
 HZ2151'
 HZ2151'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 265 AND 62,
 HZ2151'GO NORTH FOR 2.1  MI ON STATE ROAD 62 TO PRATHER ROAD ON LEFT.  TURN
 HZ2151'LEFT, NORTHWEST ACROSS RAILROAD  TRACKS, THEN TURN SHARP LEFT ON
 HZ2151'SHUNGATE ROAD AND GO SOUTHWEST FOR 0.33 MI, PARALLEL  TO RAILROAD
 HZ2151'TRACKS, TO A RAILROAD SIDE TRACK CROSSING AND THE STATION ON RIGHT.
 HZ2151'THE  STATION IS ALSO ABOUT 200 FT NORTHEAST OF A TELECOMMUNICATIONS
 HZ2151'TOWER.
 HZ2151
 HZ2151                          STATION RECOVERY (2023)
 HZ2151
 HZ2151'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ2151'MARK WAS RECOVERED IN GOOD CONDITION USING THE DIRECTIONS ON THE
 HZ2151'NATIONAL GEODETIC SURVEY DATA SHEET.
 HZ2151
 HZ2151                          STATION RECOVERY (2025)
 HZ2151
 HZ2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2025 (DW)
 HZ2151'TO ACCESS FROM EXIT 10 OF INTERSTATE 265, GO NORTH-NORTHEAST ON IN
 HZ2151'ROUTE 62 FOR 2.15 MI (3.46 KM). TURN WEST-NORTHWEST (LEFT) ON SALEM
 HZ2151'NOBLE ROAD ACROSS RAILROAD TRACKS AND THEN AN IMMEDIATE
 HZ2151'SOUTH-SOUTHWEST (LEFT) TURN ONTO SHUNGATE ROAD. GO 0.32 MI (0.51 KM)
 HZ2151'TO MARK ON RIGHT PROXIMATE TO CROSSING OF A SIDING.
 HZ2151'
 HZ2151'STATION IS 40 PACES SOUTH-SOUTHWEST OF CENTER OF PINE VIEW COURT, 17
 HZ2151'PACES SW OF WOODEN POWER POLE, PROXIMATE TO A YIELD SIGN AND IN A WEED
 HZ2151'AREA SUBJECT TO FLOODING. REFERENCE MARKS WERE NOT SEEN. A POORLY SET
 HZ2151'WITNESS SIGN IS PRESENT.  THIS IS GRAVITY BASE STATION LOUISVILLE
 HZ2151'WATSON, NN 135.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1842 ***********************************************************************
 MD1842  DESIGNATION -  WATTS
 MD1842  PID         -  MD1842
 MD1842  STATE/COUNTY-  IN/STEUBEN
 MD1842  COUNTRY     -  US
 MD1842  USGS QUAD   -  CLEAR LAKE (2019)
 MD1842
 MD1842                         *CURRENT SURVEY CONTROL
 MD1842  ______________________________________________________________________
 MD1842* NAD 83(1997) POSITION- 41 41 52.04086(N) 084 48 41.67008(W)   ADJUSTED
 MD1842* NAVD 88 ORTHO HEIGHT -   342.5   (meters)     1124.    (feet) VERTCON3
 MD1842  ______________________________________________________________________
 MD1842  GEOID HEIGHT    -        -33.635 (meters)                     GEOID18
 MD1842  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 MD1842  HORZ ORDER      -  FIRST
 MD1842
 MD1842.The horizontal coordinates were established by classical geodetic methods
 MD1842.and adjusted by the National Geodetic Survey in May 1999.
 MD1842
 MD1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1842
 MD1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1842.GEOID18 height accuracy estimate available here.
 MD1842
 MD1842.Click photographs - Photos may exist for this station.
 MD1842
 MD1842.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1842
 MD1842. The following values were computed from the NAD 83(1997) position.
 MD1842
 MD1842;                    North         East     Units Scale Factor Converg.
 MD1842;SPC IN E     -   716,405.856   171,177.151   MT  1.00002899   +0 34 07.8
 MD1842;SPC IN E     - 2,350,408.21    561,603.70   sFT  1.00002899   +0 34 07.8
 MD1842;SPC OH N     -   228,104.531   407,603.358   MT  0.99999957   -1 31 06.9
 MD1842;SPC OH N     -   748,372.95  1,337,278.68   sFT  0.99999957   -1 31 06.9
 MD1842;UTM  16      - 4,618,536.942   682,100.352   MT  1.00000808   +1 27 22.1
 MD1842
 MD1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1842!SPC IN E     -   0.99995156  x   1.00002899  =   0.99998055
 MD1842!SPC OH N     -   0.99995156  x   0.99999957  =   0.99995113
 MD1842!UTM  16      -   0.99995156  x   1.00000808  =   0.99995964
 MD1842
 MD1842:                Primary Azimuth Mark                     Grid Az
 MD1842:SPC IN E     -  WATTS AZ MK 2                            289 28 45.7
 MD1842:SPC OH N     -  WATTS AZ MK 2                            291 34 00.4
 MD1842:UTM  16      -  WATTS AZ MK 2                            288 35 31.4
 MD1842
 MD1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8210018536(NAD 83)
 MD1842
 MD1842|---------------------------------------------------------------------|
 MD1842| PID    Reference Object                     Distance      Geod. Az  |
 MD1842|                                                           dddmmss.s |
 MD1842| CE7504 WATTS RM 2                           26.487 METERS 00049     |
 MD1842| CE7505 WATTS RM 3                           31.451 METERS 18005     |
 MD1842| CE7500 WATTS AZ MK                                        2554708.3 |
 MD1842| CE7501 WATTS AZ MK RESET                                  2554713.1 |
 MD1842| CE7503 WATTS RM 1                          148.346 METERS 28812     |
 MD1842| MD1861 FREMONT MUNICIPAL TANK              APPROX.11.0 KM 2882224.8 |
 MD1842| CE7502 WATTS AZ MK 2                                      2900253.5 |
 MD1842|---------------------------------------------------------------------|
 MD1842
 MD1842                          SUPERSEDED SURVEY CONTROL
 MD1842
 MD1842  NAD 83(1995)-  41 41 52.04086(N)    084 48 41.67009(W) AD(       ) 1
 MD1842  NAD 83(1994)-  41 41 52.04090(N)    084 48 41.67011(W) AD(       ) 1
 MD1842  NAD 83(1986)-  41 41 52.04228(N)    084 48 41.68209(W) AD(       ) 1
 MD1842  NAD 27      -  41 41 51.86100(N)    084 48 41.83200(W) AD(       ) 1
 MD1842  NGVD 29 (07/19/86)  342.6    (m)         1124.     (f) VERT ANG       
 MD1842
 MD1842.Superseded values are not recommended for survey control.
 MD1842
 MD1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1842.See file dsdata.pdf to determine how the superseded data were derived.
 MD1842
 MD1842_MARKER: DS = TRIANGULATION STATION DISK
 MD1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1842_STAMPING: WATTS 1932
 MD1842_MARK LOGO: CGS
 MD1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1842+STABILITY: SURFACE MOTION
 MD1842
 MD1842  HISTORY     - Date     Condition        Report By
 MD1842  HISTORY     - 1932     MONUMENTED       CGS
 MD1842  HISTORY     - 1946     GOOD             CGS
 MD1842  HISTORY     - 1960     GOOD             CGS
 MD1842  HISTORY     - 1970     GOOD             NGS
 MD1842
 MD1842                          STATION DESCRIPTION
 MD1842
 MD1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1842'ABOUT 10 MILES EAST AND 4-1/2 MILES NORTH OF ANGOLA, 6 MILES EAST AND
 MD1842'2 MILES SOUTH OF FREMONT, 0.7 MILE NORTH AND 0.5 MILE EAST OF YORK, IN
 MD1842'SEC. 33, T. 38 N., R. 15 E., ON PROPERTY LINE BETWEN PARKER WATTS ON
 MD1842'EAST AND ERVIN HAUTZ ON WEST, ABOUT 0.5 MILE WEST OF INDIANA-OHIO
 MD1842'STATE LINE, AND ABOUT SAME DISTANCE SOUTH OF NORTH-WEST CORNER OF
 MD1842'OHIO.
 MD1842'
 MD1842'TO REACH FROM SOUTH, GO TO U.S. ROUTE 20 AND FOLLOW TO GRAVEL ROAD
 MD1842'WHICH IS 1.1 MILES WEST OF OHIO-INDIANA STATE LINE AND LEADS NORTH AT
 MD1842'FILLING STATION NORTH OF ROAD AND JUST SOUTH OF ABANDONED BRICK
 MD1842'SCHOOL, FOLLOW THIS ROAD NORTH 5.8 MILES TO CROSSROADS CALLED YORK,
 MD1842'CONTINUE NORTH FROM SHOOKS GROCERY STORE 0.7 MILE TO MR. HAUTZS HOUSE,
 MD1842'TURN EAST THROUGH BARN LOT, AND CONTINUE EAST ALONG FENCE LINE 0.4
 MD1842'MILE TO STATION SITE.
 MD1842'
 MD1842'STATION IS 1 FOOT EAST OF NORTH-AND-SOUTH FENCE LINE (THIRD EAST OF
 MD1842'ROAD AT HAUTZS HOUSE)  20 FEET NORTH OF 10-INCH WILD CHERRY TREE, 30
 MD1842'FEET NORTH OF FENCE CORNER, AND 70 FEET NORTH-EAST OF CENTER OF LARGE
 MD1842'MOUND OF STONES IN CULTIVATED FIELD.  SURFACE AND UNDERGROUND MARKS
 MD1842'ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 MD1842'MARK PROJECTS 2 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MD1842'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 MD1842'
 MD1842'RM NO. 1 IS IN PROLONGATION OF EAST-AND-WEST FENCE, JUST OVER BROW OF
 MD1842'ROUND KNOLL NORTHWEST OF STATION, AND 486.70 FEET FROM STATION IN
 MD1842'AZIMUTH 108 DEG 11 MIN 33 SEC
 MD1842'
 MD1842'RM  NO. 2 IS 1 FOOT EAST OF NORTH-AND-SOUTH FENCE, JUST OVER EDGE OF
 MD1842'SLOPE NORTH OF STATION, AND 86.90 FEET FROM STATION IN AZIMUTH 180 DEG
 MD1842'50 MIN.  AZIMUTH MARK IS IN FENCE LINE EAST OF ROAD ON MR. HAUTZS
 MD1842'PROPERTY, APPROXIMATELY EAST OF FENCE CORNER ON WEST SIDE OF ROAD, 0.5
 MD1842'MILE NORTH OF SHOOKS GROCERY AT YORK CROSSROADS, AND APPROXIMATELY 0.5
 MD1842'MILE FROM STATION IN AZIMUTH 75 DEG 47 MIN 08 SEC.
 MD1842'
 MD1842'OHIO-MICHIGAN BOUNDARY MONUMENT NO. 1 IS 507.244 METERS (1,664.18
 MD1842'FEET) FROM STATION IN AZIMUTH 291 DEG 19 MIN 29 SEC.
 MD1842
 MD1842                          STATION RECOVERY (1946)
 MD1842
 MD1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1842'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 MD1842'MARK NO. 1 AND THE AZIMUTH MARK COULD NOT BE FOUND SO NEW ONES WERE
 MD1842'SET.  DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW
 MD1842'DESCRIPTION FOLLOWS-
 MD1842'
 MD1842'STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST FROM ANGOLA AND 7
 MD1842'MILES EAST-SOUTHEAST FROM FREMONT ON THE TOP OF A SMALL HILL ABOUT 0.5
 MD1842'MILE WEST OF THE INDIANA-OHIO STATE LINE.  IT IS 20 FEET NORTH OF A
 MD1842'WILD CHERRY TREE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE
 MD1842'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WATTS 1932.
 MD1842'
 MD1842'REFERENCE MARK NO. 2 IS 86.90 FEET NORTH OF THE STATION AND 1 FOOT
 MD1842'EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 1 INCH
 MD1842'AND THE DISK IS STAMPED WATTS NO 2 1932.
 MD1842'
 MD1842'REFERENCE MARK NO. 3 IS 103.24 FEET SOUTH OF THE STATION AND 1 FOOT
 MD1842'EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 MD1842'AND THE DISK IS STAMPED WATTS NO 3 1946.
 MD1842'
 MD1842'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST-SOUTHWEST OF THE
 MD1842'STATION, 20 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.
 MD1842'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WATTS 1946.
 MD1842'
 MD1842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 MD1842'INDIANA HIGHWAY NO. 1 AT NINE MILE CORNER, GO NORTH ON INDIANA HIGHWAY
 MD1842'NO. 1 FOR 4.0 MILES TO YORK CROSSROADS.  CONTINUE NORTH FOR 0.6 MILE
 MD1842'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH 0.1
 MD1842'MILE TO A DESERTED FARM ON THE RIGHT.  TURN RIGHT, EAST, BY THE BARN
 MD1842'AND GO 0.5 MILE ALONG FENCE LINE THROUGH VARIOUS FIELDS TO TOP OF HILL
 MD1842'AND THE STATION.
 MD1842
 MD1842                          STATION RECOVERY (1960)
 MD1842
 MD1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1842'STATION, R.M.S NOS. 2 AND 3, AND OHIO-MICHIGAN BDY. MON. NO. 1 ARE ALL
 MD1842'THAT WERE RECOVERED, AND THE LAST IS OBSTRUCTED, BUT AN OFFSET OF
 MD1842'ABOUT 100 FEET FROM THE BDY. MON.  WOULD BE VISIBLE FROM THE STATION.
 MD1842'
 MD1842'ABOUT 6.4 MILES E ALONG NO. 120 U. S. HIGHWAY FROM THE CENTER OF
 MD1842'FREMONT, THENCE 1.1 MILES S ON NO. 1 INDIANA HWY. OR TO 0.25 MILE SW
 MD1842'OF SKEWED T-INTERSECTION, THENCE 0.35 MILE E ON FIELD ROAD ALONG FENCE
 MD1842'TO STATION AT HIGHEST POINT ALONG N-S FENCE, ABOUT 098 MILES NE OF
 MD1842'YORK CROSSROADS, ABOUT 55 YARDS WSW OF CREST OF HILL, NEAR THE CENTER
 MD1842'OF N 1/2 OF SEC. 4, T 37 N, R 15 E (DIFFERS FROM 1932 STATEMENT)
 MD1842'30-1/2 FEET N OF 20-INCH CHERRY TREE, A FOOT E OF THE FENCE, AND 2
 MD1842'FEET E OF STEEL WITNESS POST, STANDARD DISKS STAMPED WATTS 1932 ARE
 MD1842'SET IN 1A AND 7A MARKS, AND THE SURFACE MARK PROJECTS 0.1 FOOT.
 MD1842'
 MD1842'REFERENCE STAMPED WATTS NO 2 1932, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1842'26.487 METERS OR 86.90 FEET N IN AZIMUTH 180 DEG 48 MIN FROM STATION,
 MD1842'AND A FOOT E OF THE N-S FENCE.
 MD1842'
 MD1842'REFERENCE STAMPED WATTS NO 3 1946, NOTE 11A, PROJECTS 0.1 FOOT THE
 MD1842'ONLY FLUSH WITH THE GENERAL LEVEL, IS 31.468 METERS OR 103.24 FEET S
 MD1842'IN AZIMUTH 0 DEG 05 MIN FROM STATION, AND A FOOT E OF THE FENCE.
 MD1842'
 MD1842'NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND.
 MD1842'
 MD1842'OHIO-MICHIGAN BOUNDARY MONUMENT NO. 1 FOR WHICH SEE DESCRIPTION
 MD1842'THEREOF IS 507.244 METERS (1,664.18 FEET ESE IN AZIMUTH 291 DEG 19 MIN
 MD1842'28.74 SEC FROM STATION, AND 20 FEET E OF THE CENTER LINE OF STATE-LINE
 MD1842'GRAVEL ROAD, A 10-INCH SQUARE GRANITE POST AND 1.3 FEET HIGH.
 MD1842
 MD1842                          STATION RECOVERY (1970)
 MD1842
 MD1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1842'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND OHIO-MICHIGAN
 MD1842'BOUNDARY MONUMENT NO 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MD1842'REFERENCE MARK 1 WAS REMOVED AND DESTROYED AT THE PROPERTY OWNERS
 MD1842'REQUEST.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  AN
 MD1842'AZIMUTH MARK NO 2 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 MD1842'DIRECTION TO REFERENCE MARKS 2 AND 3 CHECKED WITH THE EXCEPTION THAT
 MD1842'THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE 0.05 FEET SHORTER AND
 MD1842'THIS DISTANCE CONFIRMED.  THE DIRECTION TO OHIO-MICHIGAN BOUNDARY
 MD1842'MONUMENT NO 1 CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1842'
 MD1842'THE STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF ANGOLA AND 7
 MD1842'MILES EAST-SOUTHEAST OF FREMONT ON THE TOP OF A SMALL HILL ABOUT 0.3
 MD1842'MILE WEST OF THE INDIANA-OHIO STATE LINE.  IT IS IN A NORTH-SOUTH
 MD1842'FENCE LINE WHICH DIVIDES MR. WEIR LEMMONS LAND TO THE EAST AND MR. ROY
 MD1842'WIDENOURS LAND TO THE WEST.  MR. WIDENOUR LIVES ABOUT 0.4 MILE WEST OF
 MD1842'THE STATION AND MR. LEMMON LIVES ABOUT THE SAME DISTANCE EAST OF THE
 MD1842'STATION.  THE STATION IS IN THE NORTH 1/2 SECTION 4, T 37 N, R 15 E,
 MD1842'AS STATED IN THE 1960 RECOVERY NOTE.
 MD1842'
 MD1842'TO REACH THE STATION FROM THE POST OFFICE IN FREMONT, GO EAST ON STATE
 MD1842'HIGHWAY 120 FOR 6.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 MD1842'STATE HIGHWAY 1 FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.
 MD1842'CONTINUE SOUTH ON STATE HIGHWAY 1 FOR 0.05 MILE TO A BARN AND FIELD
 MD1842'ROAD ON THE LEFT. (*) TURN LEFT, PASSING TO THE NORTH OF THE BARN, AND
 MD1842'GO EAST ON THE FIELD ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 MD1842'THE GATE AND CONTINUE EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.1
 MD1842'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.15
 MD1842'MILE TO THE TOP OF THE HILL AND THE STATION IN A NORTH-SOUTH FENCE
 MD1842'LINE.
 MD1842'
 MD1842'STATION MARKS ARE STANDARD DISKS STAMPED WATTS 1932.  THE SURFACE MARK
 MD1842'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MD1842'WITH THE GROUND SURFACE.  IT IS 30.1 FEET NORTH OF A 20-INCH WILD
 MD1842'CHERRY TREE, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE AND ON ABOUT THE
 MD1842'HIGHEST PART OF THE HILL.  THE UNDERGROUND MARK WAS SET IN AN
 MD1842'IRREGULAR MASS OF CONCRETE.  (NOTES 1A, 7A.)
 MD1842'
 MD1842'REFERENCE MARK 2, A STANDARD DISK STAMPED WATTS NO 2 1932, IS SET IN
 MD1842'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MD1842'ABOVE THE GROUND SURFACE.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 MD1842'(NOTE 11A.)
 MD1842'
 MD1842'REFERENCE MARK 3, A STANDARD DISK STAMPED WATTS 1946 NO 3, IS SET IN
 MD1842'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 MD1842'ABOVE THE GROUND SURFACE.  IT IS 73.4 FEET SOUTH OF THE 20-INCH WILD
 MD1842'CHERRY TREE AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.  (NOTE
 MD1842'11A.)
 MD1842'
 MD1842'THE AZIMUTH MARK, A STANDARD DISK STAMPED WATTS 1932 NO 2 1970, IS SET
 MD1842'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 MD1842'INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 50 YARDS NORTH- NORTH
 MD1842'WEST OF A BARN, 23 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 MD1842'1, 5 FEET NORTH-NORTHEAST OF A 12-INCH WALNUT TREE.  1 FOOT EAST OF A
 MD1842'NORTH-SOUTH FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE
 MD1842'16B
 MD1842'
 MD1842'OHIO-MICHIGAN BOUNDARY MONUMENT NO. 1 IS 507.244 METERS (1,664.18
 MD1842'FEET) EAST-SOUTHEAST OF THE STATION IN AZIMUTH 291 DEG 19 MIN 28.74
 MD1842'SEC.  IT IS 20 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT
 MD1842'WEST OF A NORTH-SOUTH FENCE LINE, AND 3.5 FEET LOWER THAN THE CENTER
 MD1842'OF THE ROAD.  FOR FURTHER INFORMATION SEE DESCRIPTION FOR
 MD1842'OHIO-MICHIGAN BOUNDARY MONUMENT NO. 1.
 MD1842'
 MD1842'(*) TO REACH THE BOUNDARY MONUMENT FROM THIS POINT, CONTINUE SOUTH ON
 MD1842'STATE HIGHWAY 1 FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 MD1842'FOR 0.8 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 0.45 MILE TO THE
 MD1842'MARK ON THE RIGHT.
 MD1842'
 MD1842'RM 2 TO RM 3 EQUALS 190.09 FT. OR 57.938 M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2563 ***********************************************************************
 LB2563  DESIGNATION -  WAUGH
 LB2563  PID         -  LB2563
 LB2563  STATE/COUNTY-  IN/CLINTON
 LB2563  COUNTRY     -  US
 LB2563  USGS QUAD   -  THORNTOWN (2019)
 LB2563
 LB2563                         *CURRENT SURVEY CONTROL
 LB2563  ______________________________________________________________________
 LB2563* NAD 83(1997) POSITION- 40 12 00.15752(N) 086 36 28.31398(W)   ADJUSTED
 LB2563* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 LB2563  ______________________________________________________________________
 LB2563  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 LB2563  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 LB2563  HORZ ORDER      -  FIRST
 LB2563
 LB2563.The horizontal coordinates were established by classical geodetic methods
 LB2563.and adjusted by the National Geodetic Survey in May 1999.
 LB2563
 LB2563.The orthometric height was scaled from a topographic map.
 LB2563
 LB2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2563.GEOID18 height accuracy estimate available here.
 LB2563
 LB2563.Click photographs - Photos may exist for this station.
 LB2563
 LB2563.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2563
 LB2563. The following values were computed from the NAD 83(1997) position.
 LB2563
 LB2563;                    North         East     Units Scale Factor Converg.
 LB2563;SPC IN W     -   549,837.485   940,482.075   MT  0.99998683   +0 18 24.8
 LB2563;SPC IN W     - 1,803,925.15  3,085,564.94   sFT  0.99998683   +0 18 24.8
 LB2563;UTM  16      - 4,450,034.221   533,374.689   MT  0.99961371   +0 15 11.2
 LB2563
 LB2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2563!SPC IN W     -   0.99996343  x   0.99998683  =   0.99995026
 LB2563!UTM  16      -   0.99996343  x   0.99961371  =   0.99957715
 LB2563
 LB2563:                Primary Azimuth Mark                     Grid Az
 LB2563:SPC IN W     -  WAUGH AZ MK                              075 32 34.1
 LB2563:UTM  16      -  WAUGH AZ MK                              075 35 47.7
 LB2563
 LB2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3337450034(NAD 83)
 LB2563
 LB2563|---------------------------------------------------------------------|
 LB2563| PID    Reference Object                     Distance      Geod. Az  |
 LB2563|                                                           dddmmss.s |
 LB2563| CC9587 WAUGH AZ MK                                        0755058.9 |
 LB2563| CC9588 WAUGH RM 1                           23.247 METERS 12954     |
 LB2563| LB2525 LEBANON IND CONDEN MILK CO STK      APPROX.21.8 KM 1441836.7 |
 LB2563| LB2526 LEBANON BOONE CO CTHSE DOME         APPROX.20.6 KM 1445025.0 |
 LB2563| LB2528 LEBANON MUNICIPAL STANDPIPE         APPROX.21.1 KM 1445950.5 |
 LB2563| LB2562 INDIANAPOLIS CHICAGO AWY BN 14      APPROX. 2.5 KM 2004003.1 |
 LB2563| CC9589 WAUGH RM 2                           28.453 METERS 24158     |
 LB2563| LB2566 COLFAX MUNICIPAL TANK               APPROX. 5.0 KM 2615801.1 |
 LB2563|---------------------------------------------------------------------|
 LB2563
 LB2563                          SUPERSEDED SURVEY CONTROL
 LB2563
 LB2563  NAD 83(1986)-  40 12 00.16486(N)    086 36 28.32613(W) AD(       ) 1
 LB2563  NAD 27      -  40 12 00.02800(N)    086 36 28.31200(W) AD(       ) 1
 LB2563
 LB2563.Superseded values are not recommended for survey control.
 LB2563
 LB2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2563.See file dsdata.pdf to determine how the superseded data were derived.
 LB2563
 LB2563_MARKER: DS = TRIANGULATION STATION DISK
 LB2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2563_STAMPING: WAUGH 1934
 LB2563_MARK LOGO: CGS
 LB2563_PROJECTION: RECESSED 30 CENTIMETERS
 LB2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2563+STABILITY: SURFACE MOTION
 LB2563
 LB2563  HISTORY     - Date     Condition        Report By
 LB2563  HISTORY     - 1934     MONUMENTED       CGS
 LB2563  HISTORY     - 1935     GOOD             CGS
 LB2563  HISTORY     - 1948     GOOD             CGS
 LB2563
 LB2563                          STATION DESCRIPTION
 LB2563
 LB2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2563'ABOUT 3 MILES SOUTH-SOUTHWEST OF MANSON, 3.5 MILES EAST OF COLFAX,
 LB2563'0.1 MILE WEST OF THE NEW HOPE CHURCH, ON A SLIGHT RISE OF GROUND,
 LB2563'IN A FIELD OWNED BY JOHN WAUGH, 13 FEET NORTH OF THE NORTH
 LB2563'RIGHT-OF-WAY FENCE OF A GRAVEL ROAD, 21 FEET NORTHWEST OF A POWER
 LB2563'LINE POLE WITH A TRIANGULAR BLAZE (SECOND POLE WEST OF THE CHURCH),
 LB2563'AND IS SET 12 INCHES UNDERGROUND.
 LB2563'
 LB2563'TO REACH FROM MANSON, GO SOUTHWEST ALONG THE RAILROAD 0.7 MILE.  TURN
 LB2563'SOUTH.  GO 2.25 MILES.  TURN WEST AT CROSSROAD, AND GO 0.4 MILE TO
 LB2563'THE STATION.
 LB2563'
 LB2563'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2563'DISKS SET IN CONCRETE.
 LB2563'
 LB2563'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, IN THE SOUTH
 LB2563'RIGHT-OF-WAY FENCE OF THE ROAD, 141.00 FEET EAST OF REFERENCE MARK
 LB2563'NO. 2, AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SOUTHWEST OF
 LB2563'THE STATION, IN THE SOUTH RIGHT-OF-WAY FENCE OF THE ROAD, AND
 LB2563'PROJECTS 4 INCHES.
 LB2563'
 LB2563'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, IN THE NORTHEAST
 LB2563'CORNER OF A FIELD, 0.1 MILE NORTH OF CROSSROAD INTERSECTION, IN THE
 LB2563'WEST RIGHT-OF-WAY FENCE OF A GRAVEL ROAD, AND PROJECTS 2 INCHES.
 LB2563
 LB2563                          STATION RECOVERY (1935)
 LB2563
 LB2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LB2563'RECOVERED AS DESCRIBED WITH ADDITION AS FOLLOWS--
 LB2563'
 LB2563'TO REACH FROM COLFAX RAILROAD DEPOT, GO SOUTH 0.2 MILE TO
 LB2563'T-INTERSECTION.  TURN LEFT (EAST) AND GO 1.7 MILE TO ROAD CROSSING
 LB2563'U. S. 52.  CONTINUE STRAIGHT AHEAD (EAST) ON GRAVEL ROAD, AND GO
 LB2563'1.6 MILES TO STATION ON NORTH SIDE OF ROAD.
 LB2563'
 LB2563'R. M. NO. 1 IS 76.28 FEET BEARING 128 DEG MAGNETIC.
 LB2563'
 LB2563'R. M. NO. 2 IS 93.35 FEET BEARING 240 DEG MAGNETIC.
 LB2563'
 LB2563'STATION MARK IS 30.5 FEET NORTH OF CENTER LINE OF GRAVEL ROAD.
 LB2563
 LB2563                          STATION RECOVERY (1948)
 LB2563
 LB2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LB2563'RECOVERED.  DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2361 ***********************************************************************
 LB2361  DESIGNATION -  WAVERLY
 LB2361  PID         -  LB2361
 LB2361  STATE/COUNTY-  IN/MIAMI
 LB2361  COUNTRY     -  US
 LB2361  USGS QUAD   -  TWELVE MILE (2019)
 LB2361
 LB2361                         *CURRENT SURVEY CONTROL
 LB2361  ______________________________________________________________________
 LB2361* NAD 83(1997) POSITION- 40 45 29.54918(N) 086 09 47.87000(W)   ADJUSTED
 LB2361* NAVD 88 ORTHO HEIGHT -   208.    (meters)      682.    (feet) SCALED
 LB2361  ______________________________________________________________________
 LB2361  GEOID HEIGHT    -        -34.208 (meters)                     GEOID18
 LB2361  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 LB2361  HORZ ORDER      -  THIRD
 LB2361
 LB2361.The horizontal coordinates were established by classical geodetic methods
 LB2361.and adjusted by the National Geodetic Survey in May 1999.
 LB2361
 LB2361.The orthometric height was scaled from a topographic map.
 LB2361
 LB2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2361.GEOID18 height accuracy estimate available here.
 LB2361
 LB2361.Click photographs - Photos may exist for this station.
 LB2361
 LB2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2361
 LB2361. The following values were computed from the NAD 83(1997) position.
 LB2361
 LB2361;                    North         East     Units Scale Factor Converg.
 LB2361;SPC IN E     -   611,826.377    58,064.893   MT  0.99998830   -0 19 27.3
 LB2361;SPC IN E     - 2,007,300.37    190,501.24   sFT  0.99998830   -0 19 27.3
 LB2361;UTM  16      - 4,512,253.113   570,624.884   MT  0.99966139   +0 32 46.6
 LB2361
 LB2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2361!SPC IN E     -   0.99997276  x   0.99998830  =   0.99996106
 LB2361!UTM  16      -   0.99997276  x   0.99966139  =   0.99963416
 LB2361
 LB2361:                Primary Azimuth Mark                     Grid Az
 LB2361:SPC IN E     -  PERU                                     089 02 21.2
 LB2361:UTM  16      -  PERU                                     088 10 07.3
 LB2361
 LB2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7062412253(NAD 83)
 LB2361
 LB2361|---------------------------------------------------------------------|
 LB2361| PID    Reference Object                     Distance      Geod. Az  |
 LB2361|                                                           dddmmss.s |
 LB2361| CC9591 WAVERLY RM 1                         25.347 METERS 07433     |
 LB2361| LB2672 PERU                                APPROX. 7.3 KM 0884253.9 |
 LB2361| CC9590 WAVERLY AZ MK                                      1053217.5 |
 LB2361| CC9592 WAVERLY RM 2                         31.717 METERS 16436     |
 LB2361|---------------------------------------------------------------------|
 LB2361
 LB2361                          SUPERSEDED SURVEY CONTROL
 LB2361
 LB2361  NAD 83(1986)-  40 45 29.55338(N)    086 09 47.88192(W) AD(       ) 3
 LB2361  NAD 27      -  40 45 29.40670(N)    086 09 47.89060(W) AD(       ) 3
 LB2361
 LB2361.Superseded values are not recommended for survey control.
 LB2361
 LB2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2361.See file dsdata.pdf to determine how the superseded data were derived.
 LB2361
 LB2361_MARKER: DS = TRIANGULATION STATION DISK
 LB2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2361_STAMPING: WAVERLY 1948
 LB2361_MARK LOGO: CGS
 LB2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2361+STABILITY: SURFACE MOTION
 LB2361
 LB2361  HISTORY     - Date     Condition        Report By
 LB2361  HISTORY     - 1948     MONUMENTED       CGS
 LB2361  HISTORY     - 1961     GOOD             LOCENG
 LB2361
 LB2361                          STATION DESCRIPTION
 LB2361
 LB2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2361'STATION IS LOCATED 5 MILES WEST OF PERU ON THE NORTH SIDE OF U. S.
 LB2361'HIGHWAY NO. 24.  IT IS 72 FEET NORTH OF THE CENTER OF HIGHWAY, 64
 LB2361'FEET SOUTH OF THE SOUTH RAIL OF THE WABASH RAILROAD AND 8 FEET
 LB2361'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 LB2361'DISK IS STAMPED WAVERLY 1948.
 LB2361'
 LB2361'REFERENCE MARK NO. 1 IS 83.16 FEET NORTHEAST OF THE STATION.  IT IS
 LB2361'25 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD.  THE MARK PROJECTS 6
 LB2361'INCHES AND THE DISK IS STAMPED WAVERLY NO 1 1948.
 LB2361'
 LB2361'REFERENCE MARK NO. 2 IS 104.06 FEET SOUTHEAST OF THE STATION.  IT
 LB2361'IS 32 FEET SOUTH OF THE CENTER OF HIGHWAY AND 1 FOOT NORTH OF A
 LB2361'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2361'WAVERLY NO 2 1948.
 LB2361'
 LB2361'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 28 FEET
 LB2361'SOUTH OF THE CENTER OF HIGHWAY, 10 FEET SOUTHWEST OF A 24 INCH ELM
 LB2361'TREE, 4 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 LB2361'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LB2361'STAMPED WAVERLY 1948.
 LB2361'
 LB2361'TO REACH THE STATION FROM THE MIAMI COUNTY COURT HOUSE IN PERU GO
 LB2361'WEST ON U. S. HIGHWAY NO. 24 FOR 4.9 MILES TO THE AZIMUTH MARK ON
 LB2361'THE LEFT, CONTINUE FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 LB2361'DESCRIBED.
 LB2361'
 LB2361'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2361
 LB2361                          STATION RECOVERY (1961)
 LB2361
 LB2361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HBW)
 LB2361'ALL MARKS WERE FOUND UNDISTURBED.  THIS STATION IS NOW LOCATED IN A
 LB2361'BRUSHY GROVE OF TREES.  A BILL BOARD OBSTRUCTS THE LINE OF SIGHT TO
 LB2361'THE AZIMUTH MARK.  THE 24 INCH ELM NEAR THE AZIMUTH MARK HAS BEEN
 LB2361'REMOVED BUT THE STUMP REMAINS ON THIS DATE.  RM NO. 2 SHOULD HAVE
 LB2361'A STEEL GUARD STAKE PLACED NEAR IT TO PROTECT THE POST FROM STATE
 LB2361'HIGHWAY COMMISSION ROTARY MOWERS.  TWO LARGE CHIPS HAVE BEEN
 LB2361'REMOVED FROM THE WEST SIDE OF THE POST THIS SEASON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1625 ***********************************************************************
 MD1625  DESIGNATION -  WAWAKA
 MD1625  PID         -  MD1625
 MD1625  STATE/COUNTY-  IN/NOBLE
 MD1625  COUNTRY     -  US
 MD1625  USGS QUAD   -  ALBION (2019)
 MD1625
 MD1625                         *CURRENT SURVEY CONTROL
 MD1625  ______________________________________________________________________
 MD1625* NAD 83(1997) POSITION- 41 27 08.08481(N) 085 25 42.21304(W)   ADJUSTED
 MD1625* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 MD1625  ______________________________________________________________________
 MD1625  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 MD1625  LAPLACE CORR    -          2.19  (seconds)                    DEFLEC18
 MD1625  HORZ ORDER      -  SECOND
 MD1625
 MD1625.The horizontal coordinates were established by classical geodetic methods
 MD1625.and adjusted by the National Geodetic Survey in May 1999.
 MD1625
 MD1625.The orthometric height was scaled from a topographic map.
 MD1625
 MD1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1625.GEOID18 height accuracy estimate available here.
 MD1625
 MD1625.Click photographs - Photos may exist for this station.
 MD1625
 MD1625.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1625
 MD1625. The following values were computed from the NAD 83(1997) position.
 MD1625
 MD1625;                    North         East     Units Scale Factor Converg.
 MD1625;SPC IN E     -   688,809.566   119,908.931   MT  0.99997154   +0 09 27.9
 MD1625;SPC IN E     - 2,259,869.38    393,401.22   sFT  0.99997154   +0 09 27.9
 MD1625;UTM  16      - 4,590,154.586   631,269.095   MT  0.99981206   +1 02 26.0
 MD1625
 MD1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1625!SPC IN E     -   0.99995975  x   0.99997154  =   0.99993129
 MD1625!UTM  16      -   0.99995975  x   0.99981206  =   0.99977182
 MD1625
 MD1625:                Primary Azimuth Mark                     Grid Az
 MD1625:SPC IN E     -  WAWAKA AZ MK                             059 02 12.6
 MD1625:UTM  16      -  WAWAKA AZ MK                             058 09 14.5
 MD1625
 MD1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3126990154(NAD 83)
 MD1625
 MD1625|---------------------------------------------------------------------|
 MD1625| PID    Reference Object                     Distance      Geod. Az  |
 MD1625|                                                           dddmmss.s |
 MD1625| CC9593 WAWAKA AZ MK                                       0591140.5 |
 MD1625| CC9594 WAWAKA RM 1                          35.079 METERS 09655     |
 MD1625| MD1624 ALBION MUNICIPAL TANK               APPROX. 6.7 KM 1760534.3 |
 MD1625| MD1623 ALBION CO CTHSE CLOCK TOWER         APPROX. 6.2 KM 1770458.0 |
 MD1625| MD1627 LIGONIER LYONS AND GRNLEAF STK      APPROX.13.5 KM 2772223.8 |
 MD1625| CC9595 WAWAKA RM 2                          34.731 METERS 35122     |
 MD1625|---------------------------------------------------------------------|
 MD1625
 MD1625                          SUPERSEDED SURVEY CONTROL
 MD1625
 MD1625  NAD 83(1995)-  41 27 08.08626(N)    085 25 42.21941(W) AD(       ) 2
 MD1625  NAD 83(1986)-  41 27 08.08597(N)    085 25 42.22431(W) AD(       ) 2
 MD1625  NAD 27      -  41 27 07.90650(N)    085 25 42.29930(W) AD(       ) 2
 MD1625
 MD1625.Superseded values are not recommended for survey control.
 MD1625
 MD1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1625.See file dsdata.pdf to determine how the superseded data were derived.
 MD1625
 MD1625_MARKER: DS = TRIANGULATION STATION DISK
 MD1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1625_STAMPING: WAWAKA 1946
 MD1625_MARK LOGO: CGS
 MD1625_PROJECTION: RECESSED 30 CENTIMETERS
 MD1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1625+STABILITY: SURFACE MOTION
 MD1625
 MD1625  HISTORY     - Date     Condition        Report By
 MD1625  HISTORY     - 1946     MONUMENTED       CGS
 MD1625  HISTORY     - 1963     GOOD             CGS
 MD1625
 MD1625                          STATION DESCRIPTION
 MD1625
 MD1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1625'THIS STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE TOWN OF
 MD1625'BRIMFIELD, IN THE BARNYARD OF VALENTINE YODER.  IT IS APPROXIMATELY
 MD1625'200 FEET SOUTH OF THE CENTERLINE OF U.S.  HIGHWAY 6, 15 FEET NORTH OF
 MD1625'A FENCELINE, 18 FEET EAST OF A FENCELINE AND 22 FEET NORTHWEST OF A
 MD1625'FENCECORNER.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 MD1625'AND THE DISK IS STAMPED WAWAKA 1946.
 MD1625'
 MD1625'S 161 (USC AND GS) IS 1451.94 FEET EAST OF THE STATION, (COMPUTED)
 MD1625'IT IS 35 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 12 FEET WEST
 MD1625'OF THE CENTERLINE OF A GRAVEL ROAD, 8 FEET NORTH OF A TELEPHONE POLE
 MD1625'AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS A STANDARD U.S.C. AND
 MD1625'G.S.  BENCH MARK.  IT PROJECTS 2 INCHES AND THE DISK IS STAMPED S 161
 MD1625'1946.
 MD1625'
 MD1625'REFERENCE MARK NO. 1 IS 115.09 FEET EAST OF THE STATION.  IT IS 1 FOOT
 MD1625'NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1625'STAMPED WAWAKA NO 1 1946.
 MD1625'
 MD1625'REFERENCE MARK NO. 2 IS 113.95 FEET NORTH OF THE STATION.  IT IS 1
 MD1625'FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MD1625'STAMPED WAWAKA NO 2 1946.
 MD1625'
 MD1625'TO REACH THE STATION FROM THE TOWN OF BRIMFIELD, GO WEST TO THE
 MD1625'OVERPASS AT THE WEST SIDE OF THE TOWN.  FROM THIS POINT, GO WEST ON
 MD1625'U.S. HIGHWAY 6 FOR 1.2 MILES TO A LARGE WHITE HOUSE ON THE SOUTH SIDE
 MD1625'OF HIGHWAY 6.  TURN LEFT AND GO THROUGH BARNYARD FOR 200 FEET AND
 MD1625'STATION ON RIGHT IN SOUTHWEST CORNER OF BARNYARD AS DESCRIBED.
 MD1625'
 MD1625'TO REACH THE AZIMUTH FROM THE STATION GO EAST ON HIGHWAY 6 FOR 0.2
 MD1625'MILE TO A CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND CONTINUE FOR 0.1
 MD1625'MILE TO RAILROAD TRACKS AND THE AZIMUTH ON LEFT AS DESCRIBED.
 MD1625'
 MD1625'TO REACH S 161 FROM THE STATION, GO EAST ON HIGHWAY 6 FOR 0.2 MILE TO
 MD1625'A CROSSROAD S 161 IS LOCATED IN THE NORTHEASTERN QUAD FORMED BY THE
 MD1625'CROSSROAD.
 MD1625'
 MD1625'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1625
 MD1625                          STATION RECOVERY (1963)
 MD1625
 MD1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1625'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1625'DESCRIBED.
 MD1625'
 MD1625'ABOUT 2.9 MILES E ALONG NO. 6 U.S. HWY. FROM THE MAIN CROSSROADS IN
 MD1625'WAWAKA OR 1.3 MILES W ALONG SAME FROM THE BRIDGE OVER NEW YORK CENTRAL
 MD1625'R.R. AT BRIMFIELD, IN THE SW CORNER OF THE BARNYARD OF THE E ONE OF
 MD1625'TWO 150-YARDS-APART FARMSTEADS, ABOUT 101 YARDS S OF CENTER LINE OF
 MD1625'HWY., 18 FEET E OF ONE FENCE, 14 FEET N OF ANOTHER, 221.0 FEET W OF SW
 MD1625'CORNER OF CONCRETE FOUNDATION OF LARGE BARN, 28 FEET S OF PROJECTED
 MD1625'PLANE OF S WALL OF SAME, STANDARD DISKS STAMPED WAWAKA 1946 ARE SET IN
 MD1625'1A AND 7A MARKS, WITH THE UPPER MARK 1.0 FEET UNDERGROUND.
 MD1625'
 MD1625'REFERENCE STAMPED WAWAKA NO 1 1946, NOTE 11A, PROJECTING 0.3 FOOT, IS
 MD1625'115.09 FEET OR 35.079 METERS E IN AZIMUTH 276 DEG 58 MIN FROM STATION
 MD1625'(NOTE-THE INITIAL OF DIRECTIONS ON ORIGINAL DESCRIPTION CARD SHOULD BE
 MD1625'DALLAS INSTEAD OF HOFFMAN), 112 FEET WSW OF SW CORNER OF BARN, 38-1/2
 MD1625'FEET S OF PROJECTED PLANE OF S WALL OF SAME.
 MD1625'
 MD1625'REFERENCE STAMPED WAWAKA NO 2 1946, NOTE 11A, PROJECTING 0.5 FOOT, IS
 MD1625'113.95 FEET OR 34.732 METERS N IN AZIMUTH 171 DEG 14 MIN FROM STATION,
 MD1625'26 FEET N OF PROJECTED PLANE OF S WALL OF BARN WHICH IS ABOUT 50 YARDS
 MD1625'W OF THE MARK, AND ONE FOOT E OF FENCE.
 MD1625'
 MD1625'COAST SURVEY BENCH MARK STAMPED S 161 1946, PROJECTS 0.2 FOOT, NOW
 MD1625'OBSTRUCTED BY 2-TO 5-FOOT OFFSET WOULD AVOID OBSTRUCTION, IS 442.628
 MD1625'METERS OR 1452.19 FEET ENE IN AZIMUTH 254 DEG 49 MIN 24.9 SEC FROM
 MD1625'STATION, 72 FEET N OF CENTER LINE OF HWY., 20 FEET E OF CENTER LINE OF
 MD1625'PAVED ROAD, ABOUT LEVEL WITH SAME, AND 1.5 FEET N OF STEEL WITNESS
 MD1625'POST.
 MD1625'
 MD1625'AZIMUTH MARK STAMPED WAWAKA 1946, NOTE 16A, PROJECTS 0.1 FOOT, IS
 MD1625'ABOUT 0.3 MILE ENE IN AZIMUTH 239 DEG 11 MIN 39.3 SEC FROM STATION,
 MD1625'48.5 FEET S OF S RAIL OF MAIN LINE DOUBLE TRACKS OF NEW YARK CENTRAL
 MD1625'R.R., 2.6 FEET LOWER THAN TOP OF SAME, 15 FEET W OF CENTER LINE OF
 MD1625'ASPHALT BASE LINE COUNTY ROAD, ON THE SHOULDER OF A FILL OF THAT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1635 ***********************************************************************
 MD1635  DESIGNATION -  WAWASEE
 MD1635  PID         -  MD1635
 MD1635  STATE/COUNTY-  IN/KOSCIUSKO
 MD1635  COUNTRY     -  US
 MD1635  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1635
 MD1635                         *CURRENT SURVEY CONTROL
 MD1635  ______________________________________________________________________
 MD1635* NAD 83(1997) POSITION- 41 22 46.14417(N) 085 42 06.48147(W)   ADJUSTED
 MD1635* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 MD1635  ______________________________________________________________________
 MD1635  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 MD1635  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 MD1635  HORZ ORDER      -  SECOND
 MD1635
 MD1635.The horizontal coordinates were established by classical geodetic methods
 MD1635.and adjusted by the National Geodetic Survey in May 1999.
 MD1635
 MD1635.The orthometric height was scaled from a topographic map.
 MD1635
 MD1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1635.GEOID18 height accuracy estimate available here.
 MD1635
 MD1635.Click photographs - Photos may exist for this station.
 MD1635
 MD1635.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1635
 MD1635. The following values were computed from the NAD 83(1997) position.
 MD1635
 MD1635;                    North         East     Units Scale Factor Converg.
 MD1635;SPC IN E     -   680,702.015    97,061.133   MT  0.99996677   -0 01 23.6
 MD1635;SPC IN E     - 2,233,269.86    318,441.40   sFT  0.99996677   -0 01 23.6
 MD1635;UTM  16      - 4,581,697.852   608,553.157   MT  0.99974502   +0 51 29.7
 MD1635
 MD1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1635!SPC IN E     -   0.99996151  x   0.99996677  =   0.99992828
 MD1635!UTM  16      -   0.99996151  x   0.99974502  =   0.99970654
 MD1635
 MD1635:                Primary Azimuth Mark                     Grid Az
 MD1635:SPC IN E     -  WAWASEE AZ MK                            359 38 26.8
 MD1635:UTM  16      -  WAWASEE AZ MK                            358 45 33.5
 MD1635
 MD1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0855381697(NAD 83)
 MD1635
 MD1635|---------------------------------------------------------------------|
 MD1635| PID    Reference Object                     Distance      Geod. Az  |
 MD1635|                                                           dddmmss.s |
 MD1635| MD1134 U 159                                24.841 METERS 10338     |
 MD1635| CC9597 WAWASEE RM 1                         27.350 METERS 17704     |
 MD1635| CC9596 WAWASEE AZ MK                                      3593703.2 |
 MD1635|---------------------------------------------------------------------|
 MD1635
 MD1635                          SUPERSEDED SURVEY CONTROL
 MD1635
 MD1635  NAD 83(1995)-  41 22 46.14820(N)    085 42 06.49047(W) AD(       ) 2
 MD1635  NAD 83(1986)-  41 22 46.14688(N)    085 42 06.49132(W) AD(       ) 2
 MD1635  NAD 27      -  41 22 45.97370(N)    085 42 06.54180(W) AD(       ) 2
 MD1635
 MD1635.Superseded values are not recommended for survey control.
 MD1635
 MD1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1635.See file dsdata.pdf to determine how the superseded data were derived.
 MD1635
 MD1635_MARKER: DS = TRIANGULATION STATION DISK
 MD1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1635_STAMPING: WAWASEE 1947
 MD1635_MARK LOGO: CGS
 MD1635_PROJECTION: FLUSH
 MD1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1635+STABILITY: SURFACE MOTION
 MD1635
 MD1635  HISTORY     - Date     Condition        Report By
 MD1635  HISTORY     - 1947     MONUMENTED       CGS
 MD1635  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1635
 MD1635                          STATION DESCRIPTION
 MD1635
 MD1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1635'THE STATION IS LOCATED 4 MILES SOUTHEAST FROM SYRACUSE, 4 MILES NORTH
 MD1635'FROM NORTH WEBSTER, AT THE RIGHT-OF-WAY LINE, IN THE SOUTHWEST ANGLE
 MD1635'OF A CROSSROADS.
 MD1635'
 MD1635'IT IS 48 FEET WEST FROM THE CENTER OF STATE HIGHWAY 13 AND 36 FEET
 MD1635'SOUTH FROM THE CENTER OF A PAVED COUNTY ROAD.  THE MARK IS FLUSH AND
 MD1635'THE DISK IS STAMPED WAWASEE 1947.
 MD1635'
 MD1635'REFERENCE MARK NO. 1 IS 89.73 FEET SOUTH FROM THE STATION.  IT IS 38
 MD1635'FEET WEST FROM THE CENTER OF HIGHWAY 13 AND 1 FOOT EAST FROM A
 MD1635'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MD1635'STAMPED WAWASEE NO 1 1947.
 MD1635'
 MD1635'U 159 (USC AND GS) BM (R.M. NO. 2) IS 81.50 FEET EAST FROM THE
 MD1635'STATION.  IT IS 40 FEET EAST FROM THE CENTER OF HIGHWAY 13 AND 1 FOOT
 MD1635'WEST FROM A NORTH-SOUTH FENCELINE AND 1 FOOT SOUTH FROM A WHITE
 MD1635'WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST PROJECTING 4
 MD1635'INCHES, WITH A STANDARD UNITED STATES COAST AND GEODETIC SURVEY BENCH
 MD1635'MARK DISK STAMPED U 159 1946.
 MD1635'
 MD1635'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH FROM THE STATION.
 MD1635'IT IS 1.5 FEET SOUTH FROM A WHITE WITNESS POST, 8 FEET EAST FROM A
 MD1635'TREE AND THE END OF AN EAST-WEST FENCELINE AND 25 FEET WEST FROM THE
 MD1635'CENTER OF HIGHWAY 13.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1635'STAMPED WAWASEE 1947.
 MD1635'
 MD1635'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH SIDE OF
 MD1635'SYRACUSE, GO SOUTHEAST ON STATE HIGHWAY 13 FOR 4.3 MILES TO THE
 MD1635'STATION ON THE RIGHT AS DESCRIBED.
 MD1635'
 MD1635'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1635
 MD1635                          STATION RECOVERY (1997)
 MD1635
 MD1635'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1635'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2371 ***********************************************************************
 LB2371  DESIGNATION -  WAWPECONG
 LB2371  PID         -  LB2371
 LB2371  STATE/COUNTY-  IN/MIAMI
 LB2371  COUNTRY     -  US
 LB2371  USGS QUAD   -  MIAMI (2019)
 LB2371
 LB2371                         *CURRENT SURVEY CONTROL
 LB2371  ______________________________________________________________________
 LB2371* NAD 83(1997) POSITION- 40 34 42.60838(N) 086 02 32.75168(W)   ADJUSTED
 LB2371* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 LB2371  ______________________________________________________________________
 LB2371  GEOID HEIGHT    -        -34.381 (meters)                     GEOID18
 LB2371  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 LB2371  HORZ ORDER      -  THIRD
 LB2371
 LB2371.The horizontal coordinates were established by classical geodetic methods
 LB2371.and adjusted by the National Geodetic Survey in May 1999.
 LB2371
 LB2371.The orthometric height was scaled from a topographic map.
 LB2371
 LB2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2371.GEOID18 height accuracy estimate available here.
 LB2371
 LB2371.Click photographs - Photos may exist for this station.
 LB2371
 LB2371.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2371
 LB2371. The following values were computed from the NAD 83(1997) position.
 LB2371
 LB2371;                    North         East     Units Scale Factor Converg.
 LB2371;SPC IN E     -   591,820.371    68,185.480   MT  0.99997912   -0 14 40.0
 LB2371;SPC IN E     - 1,941,664.00    223,705.20   sFT  0.99997912   -0 14 40.0
 LB2371;UTM  16      - 4,492,409.094   581,044.445   MT  0.99968085   +0 37 22.5
 LB2371
 LB2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2371!SPC IN E     -   0.99996447  x   0.99997912  =   0.99994359
 LB2371!UTM  16      -   0.99996447  x   0.99968085  =   0.99964533
 LB2371
 LB2371:                Primary Azimuth Mark                     Grid Az
 LB2371:SPC IN E     -  WAWPECONG AZ MK                          343 53 29.0
 LB2371:UTM  16      -  WAWPECONG AZ MK                          343 01 26.5
 LB2371
 LB2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8104492409(NAD 83)
 LB2371
 LB2371|---------------------------------------------------------------------|
 LB2371| PID    Reference Object                     Distance      Geod. Az  |
 LB2371|                                                           dddmmss.s |
 LB2371| CC9599 WAWPECONG RM 1                       26.060 METERS 19933     |
 LB2371| LB2381 GALVESTON MUNICIPAL TANK            APPROX.12.2 KM 2692719.9 |
 LB2371| CC9600 WAWPECONG RM 2                       25.905 METERS 27944     |
 LB2371| LB2368 BUNKER HILL MUNICIPAL TANK          APPROX.10.2 KM 3303334.6 |
 LB2371| CC9598 WAWPECONG AZ MK                                    3433849.0 |
 LB2371|---------------------------------------------------------------------|
 LB2371
 LB2371                          SUPERSEDED SURVEY CONTROL
 LB2371
 LB2371  NAD 83(1986)-  40 34 42.61261(N)    086 02 32.76393(W) AD(       ) 3
 LB2371  NAD 27      -  40 34 42.46640(N)    086 02 32.79740(W) AD(       ) 3
 LB2371
 LB2371.Superseded values are not recommended for survey control.
 LB2371
 LB2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2371.See file dsdata.pdf to determine how the superseded data were derived.
 LB2371
 LB2371_MARKER: DS = TRIANGULATION STATION DISK
 LB2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2371_STAMPING: WAWPECONG 1948
 LB2371_MARK LOGO: CGS
 LB2371_PROJECTION: FLUSH
 LB2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2371+STABILITY: SURFACE MOTION
 LB2371
 LB2371  HISTORY     - Date     Condition        Report By
 LB2371  HISTORY     - 1948     MONUMENTED       CGS
 LB2371  HISTORY     - 1957     GOOD             CGS
 LB2371  HISTORY     - 1989     GOOD             USPSQD
 LB2371
 LB2371                          STATION DESCRIPTION
 LB2371
 LB2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2371'STATION IS LOCATED 8 MILES NORTHEAST OF KOKOMO AND 12 MILES SOUTH OF
 LB2371'PERU IN THE VILLAGE OF WAWPECONG.  IT IS 125 FEET NORTHWEST OF THE
 LB2371'INTERSECTION OF STATE HIGHWAY NO. 18 AND PAVED ROAD SOUTH AND
 LB2371'GRAVEL ROAD WEST, 50 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 34
 LB2371'FEET SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE BUILDING.
 LB2371'THE MARK IS FLUSH AND THE DISK IS STAMPED WAWPECONG 1948.
 LB2371'
 LB2371'REFERENCE MARK NO. 1 IS 85.50 FEET SOUTH OF THE STATION.  IT IS 30
 LB2371'FEET EAST OF A TELEPHONE POLE AND 18 FEET SOUTH OF THE CENTER OF
 LB2371'GRAVEL ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 LB2371'WAWPECONG NO 1 1948.
 LB2371'
 LB2371'REFERENCE MARK NO. 2 IS 84.99 FEET WEST OF THE STATION.  IT IS 65
 LB2371'FEET NORTH OF THE CENTER OF GRAVEL ROAD AND 20 FEET WEST OF A
 LB2371'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2371'WAWPECONG NO 2 1948.
 LB2371'
 LB2371'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 19 FEET
 LB2371'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 18, 1 FOOT EAST OF A WHITE
 LB2371'WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4
 LB2371'INCHES AND THE DISK IS STAMPED WAWPECONG 1948.
 LB2371'
 LB2371'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 LB2371'NO. 18 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2371'
 LB2371'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2371
 LB2371                          STATION RECOVERY (1957)
 LB2371
 LB2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 LB2371'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2371
 LB2371                          STATION RECOVERY (1989)
 LB2371
 LB2371'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1552 ***********************************************************************
 MD1552  DESIGNATION -  WAYNE
 MD1552  PID         -  MD1552
 MD1552  STATE/COUNTY-  IN/ALLEN
 MD1552  COUNTRY     -  US
 MD1552  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD1552
 MD1552                         *CURRENT SURVEY CONTROL
 MD1552  ______________________________________________________________________
 MD1552* NAD 83(1997) POSITION- 41 02 20.91152(N) 085 06 46.36165(W)   ADJUSTED
 MD1552* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 MD1552  ______________________________________________________________________
 MD1552  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 MD1552  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 MD1552  HORZ ORDER      -  FIRST
 MD1552
 MD1552.The horizontal coordinates were established by classical geodetic methods
 MD1552.and adjusted by the National Geodetic Survey in May 1999.
 MD1552
 MD1552.The orthometric height was scaled from a topographic map.
 MD1552
 MD1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1552.GEOID18 height accuracy estimate available here.
 MD1552
 MD1552.Click photographs - Photos may exist for this station.
 MD1552
 MD1552.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1552
 MD1552. The following values were computed from the NAD 83(1997) position.
 MD1552
 MD1552;                    North         East     Units Scale Factor Converg.
 MD1552;SPC IN E     -   643,052.700   146,564.067   MT  0.99999334   +0 21 49.0
 MD1552;SPC IN E     - 2,109,748.73    480,852.28   sFT  0.99999334   +0 21 49.0
 MD1552;UTM  16      - 4,544,817.652   658,619.912   MT  0.99990967   +1 14 21.5
 MD1552
 MD1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1552!SPC IN E     -   0.99996647  x   0.99999334  =   0.99995981
 MD1552!UTM  16      -   0.99996647  x   0.99990967  =   0.99987615
 MD1552
 MD1552:                Primary Azimuth Mark                     Grid Az
 MD1552:SPC IN E     -  BOURIES                                  006 15 02.6
 MD1552:UTM  16      -  BOURIES                                  005 22 30.1
 MD1552
 MD1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5861944817(NAD 83)
 MD1552
 MD1552|---------------------------------------------------------------------|
 MD1552| PID    Reference Object                     Distance      Geod. Az  |
 MD1552|                                                           dddmmss.s |
 MD1552| MD0709 BOURIES                             APPROX.14.6 KM 0063651.6 |
 MD1552| MD1551 FORT WAYNE FREUHAUF TRAILER TK      APPROX. 2.8 KM 0064358.1 |
 MD1552| MD1557 FORT WAYNE INTL HARVESTER TWR       APPROX. 3.3 KM 0412716.6 |
 MD1552| MD1547 NEW HAVEN ST JOHNS CH SPIRE         APPROX. 9.0 KM 0631523.7 |
 MD1552| CC9602 WAYNE RM 1                           46.025 METERS 11851     |
 MD1552| LA1994 EMMANUEL EVAN LUTH CH SPIRE         APPROX. 7.9 KM 1264120.4 |
 MD1552| LA2002 BAER FIELD AIRWAY BEACON            APPROX. 8.6 KM 2313000.6 |
 MD1552| CC9603 WAYNE RM 2                           30.693 METERS 25622     |
 MD1552| MD1563 FORT WAYNE LINCOLN BLDG BCN         APPROX. 5.0 KM 3335531.6 |
 MD1552| MD1548 FORT WAYNE BOWSER INC TANK          APPROX. 2.7 KM 3471412.6 |
 MD1552| MD1554 215                                 113.252 METERS 35427     |
 MD1552| CC9601 WAYNE AZ MK                                        3555736.2 |
 MD1552| CC9604 WAYNE RM 3                           31.144 METERS 35717     |
 MD1552|---------------------------------------------------------------------|
 MD1552
 MD1552                          SUPERSEDED SURVEY CONTROL
 MD1552
 MD1552  NAD 83(1995)-  41 02 20.91235(N)    085 06 46.36604(W) AD(       ) 1
 MD1552  NAD 83(1986)-  41 02 20.91324(N)    085 06 46.37589(W) AD(       ) 1
 MD1552  NAD 27      -  41 02 20.74330(N)    085 06 46.48650(W) AD(       ) 1
 MD1552
 MD1552.Superseded values are not recommended for survey control.
 MD1552
 MD1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1552.See file dsdata.pdf to determine how the superseded data were derived.
 MD1552
 MD1552_MARKER: DS = TRIANGULATION STATION DISK
 MD1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1552_STAMPING: WAYNE 1946
 MD1552_MARK LOGO: CGS
 MD1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1552+STABILITY: SURFACE MOTION
 MD1552
 MD1552  HISTORY     - Date     Condition        Report By
 MD1552  HISTORY     - 1946     MONUMENTED       CGS
 MD1552  HISTORY     - 1947     GOOD             CGS
 MD1552  HISTORY     - 1953     GOOD             LOCENG
 MD1552  HISTORY     - 1963     GOOD             CGS
 MD1552  HISTORY     - 1975     GOOD             BRADY
 MD1552
 MD1552                          STATION DESCRIPTION
 MD1552
 MD1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1552'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FORT WAYNE IN THE
 MD1552'NORTH EAST OF ANGLE OF ANTHONY BLVD. AND PETTIT AVE.  IT IS 60 FEET
 MD1552'NORTHEAST OF THE INTERSECTION OF ANTHONY BLVD. AND PETTIT AVE., 52
 MD1552'FEET EAST OF THE CENTERLINE OF ANTHONY BLVD., 40 FEET NORTH OF THE
 MD1552'APPROXIMATE CENTERLINE OF PETTIT AVE. AND 12 FEET NORTH OF A BRICK
 MD1552'STREET MARKER WITH ANTHONY BLVD. ON THE WEST SIDE AND PETTIT AVE. ON
 MD1552'THE NORTH AND SOUTH SIDES.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 MD1552'DISK IS STAMPED WAYNE 1946.
 MD1552'
 MD1552'REFERENCE MARK NO. 1 IS 151.00 FEET SOUTHEAST OF THE STATION, 37 FEET
 MD1552'SOUTH OF THE APPROXIMATE CENTERLINE OF PETTIT AVE. AND 9 FEET
 MD1552'SOUTHWEST OF POWERLINE POLE NO.  13322.  THE MARK PROJECTS ABOUT 10
 MD1552'INCHES AND THE DISK IS STAMPED WAYNE NO 1 1946.
 MD1552'
 MD1552'REFERENCE MARK NO. 2 IS 100.70 FEET WEST OF THE STATION, 48 FEET WEST
 MD1552'OF THE CENTERLINE OF ANTHONY BLVD.  AND 2.6 FEET NORTHEAST OF
 MD1552'POWERLINE POLE NO. 13173.  THE MARK PROJECTS ABOUT 10 INCHES AND THE
 MD1552'DISK IS STAMPED WAYNE NO 2 1946.
 MD1552'
 MD1552'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT 50 YARDS
 MD1552'WEST-SOUTHWEST OF A HOUSE WITH THE ADDRESS, 4323 S. ANTHONY BLVD.  IT
 MD1552'IS 22.6 FEET WEST OF THE CENTERLINE OF ANTHONY BLVD. AND 2.6 FEET
 MD1552'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND
 MD1552'THE DISK IS STAMPED WAYNE 1946.
 MD1552'
 MD1552'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD1552'EAST ON HIGHWAY 30 FOR 01.3 MILES TO THE STOP LIGHT AT THE
 MD1552'INTERSECTION OF ANTHONY BLVD.  TURN RIGHT AND GO SOUTH FOR 02.2 MILES
 MD1552'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON
 MD1552'ANTHONY BLVD. FOR 0.3 MILE TO PETTIT AVE. AND THE STATION IN THE
 MD1552'NORTHEAST ANGLE AS DESCRIBED.
 MD1552'
 MD1552'215 (USC AND GS AND SS) IS 371.56 FEET NORTH OF THE STATION AND 26
 MD1552'FEET EAST OF THE APPROXIMATE CENTERLINE OF ANTHONY BLVD.  THE MARK IS
 MD1552'A 4 BY 4 CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS A
 MD1552'STANDARD USC AND GS AND SS DISK STAMPED 215.
 MD1552'
 MD1552'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1552
 MD1552                          STATION RECOVERY (1947)
 MD1552
 MD1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1552'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 2, AND 215 (USC AND GS
 MD1552'AND SS) WERE RECOVERED AS DESCRIBED.  A DIFFERENCE IN DIRECTION WAS
 MD1552'NOTED TO THE AZIMUTH MARK.  REFERENCE MARK NO. 1 1946 WAS DESTROYED
 MD1552'DUE TO THE ERECTION OF A BUILDING.  AN ADDITIONAL REFERENCE MARK WAS
 MD1552'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 MD1552'
 MD1552'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FORT WAYNE, IN THE
 MD1552'NORTHEAST ANGLE OF ANTHONY BOULEVARD AND PETTIT AVENUE.  IT IS 60 FEET
 MD1552'NORTHEAST OF THE INTERSECTION OF ANTHONY BOULEVARD AND PETTIT AVENUE,
 MD1552'52 FEET EAST OF THE CENTER OF THE BOULEVARD, 40 FEET NORTH OF THE
 MD1552'CENTER OF THE AVENUE AND 12 FEET NORTH OF A RED BRICK STREET MARKER.
 MD1552'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED WAYNE 1946.
 MD1552'
 MD1552'REFERENCE MARK NO. 2 IS 100.70 FEET WEST OF THE STATION.  IT IS 48
 MD1552'FEET WEST OF THE CENTER OF THE BOULEVARD AND 2.6 FEET NORTHEAST OF A
 MD1552'POWER LINE POLE NUMBERED 13173.  THE MARK PROJECTS 10 INCHES AND THE
 MD1552'DISK IS STAMPED WAYNE NO 2 1946.
 MD1552'
 MD1552'REFERENCE MARK NO. 3 IS 102.18 FEET NORTH OF THE STATION AND 49 FEET
 MD1552'EAST OF THE CENTER OF THE BOULEVARD.  THE MARK IS FLUSH AND THE DISK
 MD1552'IS STAMPED WAYNE NO 3 1946.
 MD1552'
 MD1552'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT 50 YARDS
 MD1552'EAST-NORTHEAST OF A HOUSE WITH THE ADDRESS, 4323 S. ANTHONY BLVD.  IT
 MD1552'IS 22.6 FEET WEST OF THE CENTER OF THE CENTER OF THE BOULEVARD AND 2.6
 MD1552'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 MD1552'THE DISK IS STAMPED WAYNE 1946.
 MD1552'
 MD1552'215 (USC AND GS AND SS) IS 371.56 FEET NORTH OF THE STATION AND 26
 MD1552'FEET WEST OF THE CENTER OF THE BOULEVARD.  THE MARK IS A 4 BY 4 INCH
 MD1552'CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS STANDARD USC AND
 MD1552'GS AND SS DISK STAMPED 215.
 MD1552
 MD1552                          STATION RECOVERY (1953)
 MD1552
 MD1552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 MD1552'RECOVERED BY CITY ENGINEER
 MD1552'
 MD1552'REFERENCE MARK 2 EVIDENTLY DESTROYED BY SOME GRADING CONTRACTOR.
 MD1552
 MD1552                          STATION RECOVERY (1963)
 MD1552
 MD1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1552'ONLY THE STATION MARK WAS RECOVERED.  IT IS APPARENTLY AND REPORTEDLY
 MD1552'UNDISTURBED.  ALL OTHER MARKS OF THIS STATION ARE SUSPECTED DESTROYED.
 MD1552'TWO NEW REFERENCE MARKS WERE SET.  THE HOUSE NO. 4323 S. ANTHONY BLVD.
 MD1552'IN 1946 USED AS A REFERENCE TO THE AZIMUTH MARK HAS BEEN CHANGED TO
 MD1552'NO. 4511.
 MD1552'
 MD1552'ABOUT 3.2 MILES S 26 DEG E AIR LINE FROM THE COURTHOUSE IN FORT WAYNE,
 MD1552'OR ABOUT 1.4 MILES E AND ABOUT 2.8 MILES S OF SAME, IN THE NE ANGLE OF
 MD1552'INTERSECTION OF S. ANTHONY BLVD., AND PETTIT AVE., 51 FEET E OF CENTER
 MD1552'LINE OF THE FORMER, 40 FEET N OF CENTER LINE OF THE LATTER, 12.4 FEET
 MD1552'N OF N FACE OF BRICK PILLAR STREET-SIGNPOST, AND 4.1 FEET E OF E EDGE
 MD1552'OF 4-FOOT CONCRETE SIDEWALK, STANDARD DISKS STAMPED WAYNE 1946 ARE SET
 MD1552'IN NOTES 1A AND 7A MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 MD1552'
 MD1552'REFERENCE STAMPED WAYNE NO. 4 1963, NOTE 11B, FLUSH IS 57.49 FEET OR
 MD1552'17.522 METERS IN ESTIMATED BEARING N 5 DEG W FROM THE STATION, 97-1/2
 MD1552'FEET N OF CENTER LINE OF PETTIT AVE., 47-1/2 FEET W OF CENTER LINE OF
 MD1552'ANTHONY BLVD., 0.6 FOOT E OF E EDGE OF 4-FOOT CONCRETE SIDEWALK AND
 MD1552'LEVEL WITH SAME.
 MD1552'
 MD1552'REFERENCE STAMPED WAYNE NO. 5 1963, NOTE 11B, FLUSH, IS 73.73 FEET OR
 MD1552'22.474 METERS ESTIMATED BEARING S 75 DEG E RESULTED FROM ESTIMATED
 MD1552'BEARING TO NO. 4 R.M. AND ANGLE OF 110 DEG 03 MIN 48 SEC AT THE
 MD1552'STATION FROM NO. 4 TO NO. 5 REFERENCE MARKS, 122 FEET E OF CENTER LINE
 MD1552'OF S. ANTHONY BLVD., AND 20 FEET N OF CENTER LINE OF PETTIT AVENUE.
 MD1552
 MD1552                          STATION RECOVERY (1975)
 MD1552
 MD1552'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LKS)
 MD1552'WAYNE 1946 RECOVERED GOOD.  WAYNE NO. 4 1963 RECOVERED GOOD.  ALL
 MD1552'OTHER MARKS DESTROYED.  NO AZIMUTH VISABLE FROM THE GROUND.  DISTANCE
 MD1552'AND DIRECTION FROM NEAREST TOWN--AT FORT WAYNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0727 ***********************************************************************
 MD0727  DESIGNATION -  WAYNEDALE
 MD0727  PID         -  MD0727
 MD0727  STATE/COUNTY-  IN/ALLEN
 MD0727  COUNTRY     -  US
 MD0727  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0727
 MD0727                         *CURRENT SURVEY CONTROL
 MD0727  ______________________________________________________________________
 MD0727* NAD 83(1997) POSITION- 41 00 59.38974(N) 085 10 18.80259(W)   ADJUSTED
 MD0727* NAVD 88 ORTHO HEIGHT -   241.532 (meters)      792.43  (feet) ADJUSTED
 MD0727  ______________________________________________________________________
 MD0727  GEOID HEIGHT    -        -33.161 (meters)                     GEOID18
 MD0727  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 MD0727  DYNAMIC HEIGHT  -        241.432 (meters)      792.10  (feet) COMP
 MD0727  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 MD0727
 MD0727  HORZ ORDER      -  FIRST
 MD0727  VERT ORDER      -  SECOND    CLASS 0
 MD0727
 MD0727.The horizontal coordinates were established by classical geodetic methods
 MD0727.and adjusted by the National Geodetic Survey in May 1999.
 MD0727
 MD0727.The orthometric height was determined by differential leveling and
 MD0727.adjusted by the NATIONAL GEODETIC SURVEY
 MD0727.in June 1991.
 MD0727
 MD0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0727.GEOID18 height accuracy estimate available here.
 MD0727
 MD0727.Click photographs - Photos may exist for this station.
 MD0727
 MD0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0727
 MD0727.The dynamic height is computed by dividing the NAVD 88
 MD0727.geopotential number by the normal gravity value computed on the
 MD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0727.degrees latitude (g = 980.6199 gals.).
 MD0727
 MD0727.The modeled gravity was interpolated from observed gravity values.
 MD0727
 MD0727. The following values were computed from the NAD 83(1997) position.
 MD0727
 MD0727;                    North         East     Units Scale Factor Converg.
 MD0727;SPC IN E     -   640,508.138   141,616.464   MT  0.99998797   +0 19 29.0
 MD0727;SPC IN E     - 2,101,400.45    464,620.02   sFT  0.99998797   +0 19 29.0
 MD0727;UTM  16      - 4,542,198.028   653,712.210   MT  0.99989080   +1 11 59.9
 MD0727
 MD0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0727!SPC IN E     -   0.99996732  x   0.99998797  =   0.99995529
 MD0727!UTM  16      -   0.99996732  x   0.99989080  =   0.99985812
 MD0727
 MD0727:                Primary Azimuth Mark                     Grid Az
 MD0727:SPC IN E     -  WAYNE                                    062 46 59.6
 MD0727:UTM  16      -  WAYNE                                    061 54 28.7
 MD0727
 MD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5371242198(NAD 83)
 MD0727
 MD0727|---------------------------------------------------------------------|
 MD0727| PID    Reference Object                     Distance      Geod. Az  |
 MD0727|                                                           dddmmss.s |
 MD0727| CC9608 WAYNEDALE AZ MK 2                                  0045959.9 |
 MD0727| MD1552 WAYNE                               APPROX. 5.6 KM 0630628.6 |
 MD0727| MD0729 WAYNEDALE RM 2                       27.553 METERS 08203     |
 MD0727| MD0730 WAYNEDALE AZ MK                                    1485515.6 |
 MD0727| LA2002 BAER FIELD AIRWAY BEACON            APPROX. 3.3 KM 2113739.2 |
 MD0727| MD1565 WAYNEDALE MUNICIPAL TANK            315.592 METERS 34435     |
 MD0727| MD0728 WAYNEDALE RM 1                       40.538 METERS 35921     |
 MD0727|---------------------------------------------------------------------|
 MD0727
 MD0727                          SUPERSEDED SURVEY CONTROL
 MD0727
 MD0727  NAD 83(1995)-  41 00 59.39053(N)    085 10 18.80759(W) AD(       ) 1
 MD0727  NAD 83(1986)-  41 00 59.39176(N)    085 10 18.81653(W) AD(       ) 1
 MD0727  NAD 27      -  41 00 59.22100(N)    085 10 18.92450(W) AD(       ) 1
 MD0727  NGVD 29 (??/??/92)  241.688  (m)          792.94   (f) ADJ UNCH    2 0
 MD0727  NGVD 29             241.69   (m)          792.9    (f) LEVELING    3  
 MD0727
 MD0727.Superseded values are not recommended for survey control.
 MD0727
 MD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0727.See file dsdata.pdf to determine how the superseded data were derived.
 MD0727
 MD0727_MARKER: DS = TRIANGULATION STATION DISK
 MD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0727_STAMPING: WAYNEDALE 1946
 MD0727_MARK LOGO: CGS
 MD0727_PROJECTION: FLUSH
 MD0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0727+STABILITY: SURFACE MOTION
 MD0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0727+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 MD0727
 MD0727  HISTORY     - Date     Condition        Report By
 MD0727  HISTORY     - 1946     MONUMENTED       CGS
 MD0727  HISTORY     - 1951     GOOD             CGS
 MD0727  HISTORY     - 1962     GOOD             CGS
 MD0727  HISTORY     - 1963     GOOD             CGS
 MD0727  HISTORY     - 1968     GOOD             INHD
 MD0727  HISTORY     - 1969     GOOD             CGS
 MD0727  HISTORY     - 1971     GOOD             NGS
 MD0727  HISTORY     - 1975     GOOD             BRADY
 MD0727  HISTORY     - 20040811 GOOD             NGS
 MD0727  HISTORY     - 20221012 GOOD             MCA
 MD0727
 MD0727                          STATION DESCRIPTION
 MD0727
 MD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0727'THE STATION IS LOCATED IN THE TOWN OF WAYNEDALE IN THE SCHOOL YARD OF
 MD0727'WAYNE TOWNSHIP SCHOOL DISTRICT NO. 8.  IT IS 102 FEET SOUTHWEST OF THE
 MD0727'SOUTH SIDE OF THE FRONT ENTRANCE TO THE BUILDING, 63 FEET NORTHWEST OF
 MD0727'THE T-ROAD INTERSECTION OF OLD TRAIL RD AND MACARTHUR DR., 56 FEET
 MD0727'WEST OF THE APPROXIMATE CENTERLINE OF OLD TRAIL RD. AND 49 FEET NORTH
 MD0727'OF THE APPROXIMATE CENTERLINE OF MACARTHUR DR.  THE MARK IS FLUSH WITH
 MD0727'THE GROUND AND THE DISK IS STAMPED WAYNEDALE 1946.
 MD0727'
 MD0727'REFERENCE MARK NO. 1 IS 136.00 FEET NORTH OF THE STATION, 30 FEET WEST
 MD0727'OF THE APPROXIMATE CENTERLINE OF OLD TRAIL RD. AND 1 FOOT WEST OF THE
 MD0727'WEST EDGE OF THE SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD0727'DISK IS STAMPED WAYNEDALE NO 1 1946.
 MD0727'
 MD0727'REFERENCE MARK NO. 2 IS 90.40 FEET EAST OF THE STATION, 35 FEET EAST
 MD0727'OF THE APPROXIMATE CENTERLINE OF OLD TRAIL RD., AND 27 FEET SOUTH OF
 MD0727'THE STREET MARKER FOR OLD TRAIL RD.  AND CHURCH ST.  THE MARK IS FLUSH
 MD0727'WITH THE GROUND AND THE DISK IS STAMPED WAYNEDALE NO 2 1946.
 MD0727'
 MD0727'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 51 FEET SOUTH OF
 MD0727'THE STREET MARKER FOR OLD TRAIL RD.  AND BLUFFTON RD., 27 FEET WEST OF
 MD0727'THE CENTERLINE OF STATE HIGHWAY 1 AND 2.6 FEET WEST OF THE CURB.  THE
 MD0727'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED WAYNEDALE 1946.
 MD0727'
 MD0727'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0727
 MD0727                          STATION RECOVERY (1951)
 MD0727
 MD0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGH)
 MD0727'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCES TAPED TO
 MD0727'REFERENCE MARKS WITH STEEL TAPE.  R.M. 1 FOUND TO BE 3 FEET OFF IN
 MD0727'DISTANCE, CORRECT DISTANCE TO RM 1 IS 133.00 FEET.  RM 2 DISTANCE
 MD0727'FOUND TO BE CORRECT.
 MD0727
 MD0727                          STATION RECOVERY (1962)
 MD0727
 MD0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 MD0727'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 MD0727
 MD0727                          STATION RECOVERY (1963)
 MD0727
 MD0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0727'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0727'DESCRIBED, EXCEPT FOR DISTANCE TO NO. 1 R.M. WHICH HAS BEEN NOTED IN
 MD0727'1951 RECOVERY NOTE.  ALL ARE BENCH MARKS.
 MD0727'
 MD0727'ABOUT 4 MILES AIR LINE SSW OF THE HEART OF FORT WAYNE, OR ABOUT 0.35
 MD0727'MILE S ALONG OLD TRAIL ROAD FROM ITS INTERSECTION WITH LOWER
 MD0727'HUNTINGTON ROAD AT THE MAIN CORNER IN WAYNEDALE WHICH IS NOW
 MD0727'INCORPORATED INTO FORT WAYNE, IN SE CORNER OF SCHOOL PLAYGROUND, 99.8
 MD0727'FEET E OF SE CORNER OF THE BRICK SCHOOL BUILDING, 5 FEET N OF
 MD0727'PROJECTED PLANE OF MOSE SLY WALL OF SAME, 76 FEET S OF PROJECTED
 MD0727'CENTER LINE OF CHURCH ST., 93.8 FEET SE OF FLAGPOLE, 53 FEET W OF
 MD0727'CENTER LINE OF OLD TRAIL ROAD, 1.5 FEET LOWER THAN SAME, STANDARD
 MD0727'DISKS STAMPED WAYNEDALE 1946 ARE SET IN 1A AND 7A MARKS WITH THE UPPER
 MD0727'MARK FLUSH WITH THE GROUND.
 MD0727'
 MD0727'REFERENCE STAMPED WAYNEDALE NO 1 1946, NOTE 11A, FLUSH, IS 133.00 FEET
 MD0727'OR 40.538 METERS N OF THE STATION, 57 FEET N OF CENTER LINE OF CHURCH
 MD0727'STREET, 30 FEET W OF CENTER LINE OF OLD TRAIL ROAD, 1.5 FEET LOWER
 MD0727'THAN SAME, AND 1.7 FEET W OF W EDGE OF SIDEWALK.
 MD0727'
 MD0727'REFERENCE STAMPED WAYNEDALE NO 2 1946, NOTE 11A, FLUSH, IS 90.42 FEET
 MD0727'OR 27.560 MTRS.  E OF STATION, 58.2 FEET W OF MOST NW CORNER OF
 MD0727'WAYNEDALE METHODIST CHURCH, 7 FEET N OF THE PROJECTED PLANE OF THE
 MD0727'WALL THAT EXTENDS E FROM SAID CORNER, 0.8 FOOT W OF W EDGE OF CONCRETE
 MD0727'SIDEWALK.
 MD0727'
 MD0727'AZIMUTH MARK STAMPED WAYNEDALE 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS
 MD0727'ABOUT 0.25 MILE SSE OF THE STATION, 84 FEET S OF CENTER OF MANHOLE
 MD0727'COVER IN OLD TRAIL ROAD, 86 FEET N OF PROJECTED CENTER LINE OF
 MD0727'MAPLEWOOD ROAD, 26 FEET W OF CENTER LINE OF 46-FOOT PAVEMENT OF
 MD0727'BLUFFTON ROAD, 1.5 FEET N OF 6-INCH TREE, AND 2.8 FEET W OF CONCRETE
 MD0727'CURB.
 MD0727
 MD0727                          STATION RECOVERY (1968)
 MD0727
 MD0727'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0727'AT WAYNEDALE.
 MD0727'AT WAYNEDALE, ABOUT 0.2 MILE SOUTH ALONG OLD TRAIL ROAD FROM THE
 MD0727'INTERSECTION OF S.R. 3, AT THE JUNC. WITH MAC ARTHUR DRIVE LEADING
 MD0727'SOUTHEAST AND CHURCH ST. LEADING EAST, ACROSS THE STREET FROM
 MD0727'THE YELLOW BRICK METHODIST CHURCH, IN THE SOUTHEAST CORNER OF THE
 MD0727'WAYNE TWP. DISTRICT SCHOOL 8 GROUNDS, 99.8 FT. SOUTHEAST OF THE
 MD0727'SOUTHEAST CORNER OF THE SCHOOL, 50.5 FT. SOUTH OF THE SOUTH EDGE OF
 MD0727'THE SIDEWALK LEADING TO THE SCHOOL MAIN ENTRANCE, 93.8 FT.
 MD0727'SOUTHEAST OF THE FLAGPOLE, 53 FT. WEST OF THE CENTERLINE OF OLD
 MD0727'TRAIL ROAD, 50 FT. NORTHEAST OF THE CENTERLINE OF MAC ARTHUR DRIVE,
 MD0727'24.5 FT. WEST OF THE CONC. POST AT THE SOUTH END OF THE SIDEWALK
 MD0727'ALONG OLD TRAIL ROAD, 2 FT. WEST OF A STEEL WITNESS POST AND
 MD0727'ABOUT LEVEL WITH THE HIGHWAY SET IN TOP OF A CONC. POST FLUSH
 MD0727'WITH THE GROUND.
 MD0727
 MD0727                          STATION RECOVERY (1969)
 MD0727
 MD0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MD0727'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED.
 MD0727'ALL MARKS IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH APPEARS TO
 MD0727'HAVE BEEN DISTURBED BY THE HEAVING AND GROWTH OF TREE ROOTS.  THE
 MD0727'AZIMUTH MARK IS ALSO OBSTRUCTED TO THE STATION BY A TREE AT THE
 MD0727'STATION SITE.  THE MARK WAS LEFT AS FOUND AND A NEW AZIMUTH MARK WAS
 MD0727'SET.  THE DIRECTION TO THE REFERENCE MARKS CHECKED BUT THE DISTANCE TO
 MD0727'NO. 1 WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 MD0727'
 MD0727'LOCATED IN THE SOUTHEAST CORNER OF THE WAYNE TWP DISTRICT SCHOOL NO. 8
 MD0727'GROUNDS AT WAYNEDALE, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MD0727'THE SCHOOL, 94 FEET SOUTHEAST OF A FLAGPOLE, 53 FEET WEST OF OLD TRAIL
 MD0727'ROAD, 50 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK TO THE EAST ENTRANCE
 MD0727'OF THE SCHOOL, 50 FEET NORTHEAST OF THE CENTERLINE OF MACARTHUR ROAD
 MD0727'AND 2 FEET WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 MD0727'THE DISK IS STAMPED WAYNEDALE 1946 (NOTE 1A 7A)
 MD0727'
 MD0727'REFERENCE MARK 1 IS 104 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MD0727'SCHOOL, 89 FEET NORTHEAST OF THE FLAGPOLE, 68 FEET NORTH OF THE NORTH
 MD0727'EDGE OF THE SIDEWALK, 12 FEET SOUTHWEST OF A TELEPHONE POLE AND 2 FEET
 MD0727'WEST OF THE WEST EDGE OF A SIDEWALK.  THE MONUMENT IS FLUSH AND THE
 MD0727'DISK IS STAMPED WAYNEDALE NO 1 1946. (NOTE 11A)
 MD0727'
 MD0727'REFERENCE MARK 2 IS 58 FEET WEST OF THE NORTHWEST CORNER OF THE
 MD0727'METHODIST CHURCH, 63 FEET SOUTH OF THE CENTERLINE OF CHURCH STREET, 35
 MD0727'FEET EAST OF THE CENTERLINE OF OLD TRAIL ROAD AND 7 FEET EAST OF THE
 MD0727'EAST EDGE OF A SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD0727'STAMPED WAYNEDALE NO 2 1946.  (NOTE 11A)
 MD0727'
 MD0727'THE AZIMUTH MARK IS 0.15 MILE NORTH ALONG OLD TRAIL ROAD FROM THE
 MD0727'STATION, SET IN THE SOUTHEAST CORNER OF A CONCRETE SLAB (6 FT BY 7 FT)
 MD0727'BEARING A BOULDER AND A BRASS PLATE IN THE FRONT LAWN OF THE WAYNE TWP
 MD0727'FIRE DEPT. NO. 1, 51 FEET WEST OF THE WEST ENTRANCE OF THE FIRE
 MD0727'STATION, 32 FEET EAST OF THE CENTERLINE OF OLD TRAIL ROAD, AND 21 FEET
 MD0727'NORTH OF THE CENTERLINE OF DRIVEWAY TO FIRE STATION.  THE DISK IS SET
 MD0727'IN A DRILL HOLE AND STAMPED WAYNEDALE 1946 1969.
 MD0727'
 MD0727'THE OLD AZIMUTH MARK WAS LEFT INTACT AND AS FOUND.
 MD0727'
 MD0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WAYNEDALE
 MD0727'
 MD0727'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD0727
 MD0727                          STATION RECOVERY (1971)
 MD0727
 MD0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MD0727'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SCHOOL HAS
 MD0727'BEEN TORN DOWN AND THIS SHOULD BE DELETED FROM THE DESCRIPTION.
 MD0727'
 MD0727'REFERENCE MARK 1 WAS REMEASURED TO PROVE 1969 MEASUREMENT CORRECT.
 MD0727'REFERENCE MARK 1 IS NOW ABOUT 4 INCHES UNDERGROUND AND 1 FOOT RATHER
 MD0727'THAN 2 FEET WEST OF SIDEWALK (SIDEWALK HAS BEEN REPLACED).  THE 1969
 MD0727'
 MD0727'AZIMUTH MARK WAS STAMPED WAYNEDALE 1946 NO 2 1969.  THE 1969 RECOVERY
 MD0727'NOTE IS GOOD WITH THE ABOVE CHANGES.  TO MUCH TRAFFIC TO MEASURE
 MD0727'BETWEEN THE REFERENCE MARKS.
 MD0727'
 MD0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WAYNEDALE
 MD0727
 MD0727                          STATION RECOVERY (1975)
 MD0727
 MD0727'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (LRS)
 MD0727'MARK STAMPED- WAYNEDALE 1946 CONDITION- GOOD WAYNEDALE 1946 (AZIM)
 MD0727'DISTURBED BY TREE GROWING AROUND IT WAYNEDALE NO. 1 1946 DESTROYED
 MD0727'WAYNEDALE NO. 2 1946 GOOD
 MD0727'
 MD0727'SCHOOL HAS BEEN TORN DOWN AND NEW ONE CONSTRUCTED FURTHER WEST.  NEW
 MD0727'SIDEWALK IN AREA OF RM NO.  1.  COULD NOT FIND RM NO. 1.
 MD0727'
 MD0727'DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WAYNEDALE
 MD0727
 MD0727                          STATION RECOVERY (2004)
 MD0727
 MD0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 MD0727'SAME AS 1975
 MD0727
 MD0727                          STATION RECOVERY (2022)
 MD0727
 MD0727'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 MD0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0730 ***********************************************************************
 MD0730  DESIGNATION -  WAYNEDALE AZ MK
 MD0730  PID         -  MD0730
 MD0730  STATE/COUNTY-  IN/ALLEN
 MD0730  COUNTRY     -  US
 MD0730  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0730
 MD0730                         *CURRENT SURVEY CONTROL
 MD0730  ______________________________________________________________________
 MD0730* NAD 83(1986) POSITION- 41 00 48.     (N) 085 10 09.     (W)   SCALED
 MD0730* NAVD 88 ORTHO HEIGHT -   241.802 (meters)      793.31  (feet) ADJUSTED
 MD0730  ______________________________________________________________________
 MD0730  GEOID HEIGHT    -        -33.170 (meters)                     GEOID18
 MD0730  DYNAMIC HEIGHT  -        241.702 (meters)      792.98  (feet) COMP
 MD0730  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 MD0730
 MD0730  VERT ORDER      -  SECOND    CLASS 0
 MD0730
 MD0730.The horizontal coordinates were scaled from a map and have
 MD0730.an estimated accuracy of +/- 6 seconds.
 MD0730
 MD0730.The orthometric height was determined by differential leveling and
 MD0730.adjusted by the NATIONAL GEODETIC SURVEY
 MD0730.in June 1991.
 MD0730
 MD0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0730.GEOID18 height accuracy estimate available here.
 MD0730
 MD0730.Click photographs - Photos may exist for this station.
 MD0730
 MD0730.The dynamic height is computed by dividing the NAVD 88
 MD0730.geopotential number by the normal gravity value computed on the
 MD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0730.degrees latitude (g = 980.6199 gals.).
 MD0730
 MD0730.The modeled gravity was interpolated from observed gravity values.
 MD0730
 MD0730;                    North         East    Units  Estimated Accuracy
 MD0730;SPC IN E     -   640,160.      141,850.      MT  (+/- 180 meters Scaled)
 MD0730
 MD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL539418(NAD 83)
 MD0730
 MD0730                          SUPERSEDED SURVEY CONTROL
 MD0730
 MD0730  NGVD 29 (??/??/92)  241.958  (m)          793.82   (f) ADJ UNCH    2 0
 MD0730
 MD0730.Superseded values are not recommended for survey control.
 MD0730
 MD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0730.See file dsdata.pdf to determine how the superseded data were derived.
 MD0730
 MD0730_MARKER: DZ = AZIMUTH MARK DISK
 MD0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0730_STAMPING: WAYNEDALE 1946
 MD0730_MARK LOGO: CGS
 MD0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0730+STABILITY: SURFACE MOTION
 MD0730
 MD0730  HISTORY     - Date     Condition        Report By
 MD0730  HISTORY     - 1946     MONUMENTED       CGS
 MD0730  HISTORY     - 1969     GOOD             CGS
 MD0730
 MD0730                          STATION DESCRIPTION
 MD0730
 MD0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MD0730'0.5 MI S FROM WAYNEDALE.
 MD0730'0.5 MILE S ALONG OLD TRAIL ROAD FROM ITS INTERSECTION WITH
 MD0730'HUNTINGTON ROAD LOWER AT THE MAIN CORNER IN THE TOWN OF WAYNEDALE,
 MD0730'AT THE Y-JUNCTION OF OLD TRAIL ROAD AND BLUFFTON ROAD (NO. 1 INDIANA
 MD0730'HWY.), 84 FEET S OF THE CENTER OF A MANHOLE, 86 FEET N OF PROJECTED
 MD0730'CENTER LINE OF 26-FOOT PAVEMENT OF MAPLEWOOD ROAD FROM THE EAST,
 MD0730'65 FEET S OF S CURB OF OLD TRAIL ROAD, 25.5 FEET W OF CENTER
 MD0730'LINE OF BLUFFTON ROAD, 2.8 FEET W OF W CURB OF SAME, 0.7 FOOT
 MD0730'HIGHER THAN THE CURB, 1.5 FEET N OF A 6-INCH TREE, AND PROJECTING
 MD0730'0.5 FOOT ABOVE GROUND.  NOTE-- THIS MARK APPEARS TO HAVE BEEN
 MD0730'DISTURBED BY THE HEAVING AND GROWTH OF TREE ROOTS.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0728 ***********************************************************************
 MD0728  DESIGNATION -  WAYNEDALE RM 1
 MD0728  PID         -  MD0728
 MD0728  STATE/COUNTY-  IN/ALLEN
 MD0728  COUNTRY     -  US
 MD0728  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0728
 MD0728                         *CURRENT SURVEY CONTROL
 MD0728  ______________________________________________________________________
 MD0728* NAD 83(1986) POSITION- 41 01 00.70   (N) 085 10 18.82   (W)   HD_HELD1
 MD0728* NAVD 88 ORTHO HEIGHT -   241.362 (meters)      791.87  (feet) ADJUSTED
 MD0728  ______________________________________________________________________
 MD0728  GEOID HEIGHT    -        -33.159 (meters)                     GEOID18
 MD0728  DYNAMIC HEIGHT  -        241.262 (meters)      791.54  (feet) COMP
 MD0728  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 MD0728
 MD0728  VERT ORDER      -  SECOND    CLASS 0
 MD0728
 MD0728.The horizontal coordinates were determined by differentially corrected
 MD0728.hand held GPS observations or other comparable positioning techniques
 MD0728.and have an estimated accuracy of +/- 3 meters.
 MD0728
 MD0728.The orthometric height was determined by differential leveling and
 MD0728.adjusted by the NATIONAL GEODETIC SURVEY
 MD0728.in June 1991.
 MD0728
 MD0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0728.GEOID18 height accuracy estimate available here.
 MD0728
 MD0728.Click photographs - Photos may exist for this station.
 MD0728
 MD0728.The dynamic height is computed by dividing the NAVD 88
 MD0728.geopotential number by the normal gravity value computed on the
 MD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0728.degrees latitude (g = 980.6199 gals.).
 MD0728
 MD0728.The modeled gravity was interpolated from observed gravity values.
 MD0728
 MD0728;                    North         East    Units  Estimated Accuracy
 MD0728;SPC IN E     -   640,548.6     141,615.8     MT  (+/- 3 meters HH1 GPS) 
 MD0728
 MD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5371042238(NAD 83)
 MD0728
 MD0728                          SUPERSEDED SURVEY CONTROL
 MD0728
 MD0728  NGVD 29 (??/??/92)  241.518  (m)          792.38   (f) ADJ UNCH    2 0
 MD0728
 MD0728.Superseded values are not recommended for survey control.
 MD0728
 MD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0728.See file dsdata.pdf to determine how the superseded data were derived.
 MD0728
 MD0728_MARKER: DR = REFERENCE MARK DISK
 MD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0728_STAMPING: WAYNEDALE NO 1 1946
 MD0728_MARK LOGO: CGS
 MD0728_PROJECTION: FLUSH
 MD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0728+STABILITY: SURFACE MOTION
 MD0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0728+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 MD0728
 MD0728  HISTORY     - Date     Condition        Report By
 MD0728  HISTORY     - 1946     MONUMENTED       CGS
 MD0728  HISTORY     - 1968     GOOD             INHD
 MD0728  HISTORY     - 20221012 GOOD             MCA
 MD0728
 MD0728                          STATION DESCRIPTION
 MD0728
 MD0728'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0728'AT WAYNEDALE.
 MD0728'133 FT. NORTH OF TRIANGLE STATION WAYNEDALE, 104 FT. NORTHEAST
 MD0728'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 89.3 FT. NORTHEAST
 MD0728'OF THE FLAGPOLE, 67.9 FT. NORTH OF THE NORTH EDGE OF THE SIDEWALK
 MD0728'LEADING TO THE MAIN ENTRANCE, 12 FT. NORTHWEST OF A TELEPHONE
 MD0728'POLE, 1.7 FT. WEST OF THE WEST EDGE OF THE SIDEWALK ALONG OLD TRAIL
 MD0728'ROAD, ABOUT 1 FT. LOWER THAN THE ROAD AND IN THE TOP OF A CONC. POST
 MD0728'FLUSH WITH THE GROUND.
 MD0728
 MD0728                          STATION RECOVERY (2022)
 MD0728
 MD0728'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 MD0728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0729 ***********************************************************************
 MD0729  DESIGNATION -  WAYNEDALE RM 2
 MD0729  PID         -  MD0729
 MD0729  STATE/COUNTY-  IN/ALLEN
 MD0729  COUNTRY     -  US
 MD0729  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0729
 MD0729                         *CURRENT SURVEY CONTROL
 MD0729  ______________________________________________________________________
 MD0729* NAD 83(1986) POSITION- 41 00 59.51   (N) 085 10 17.63   (W)   HD_HELD1
 MD0729* NAVD 88 ORTHO HEIGHT -   241.987 (meters)      793.92  (feet) ADJUSTED
 MD0729  ______________________________________________________________________
 MD0729  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 MD0729  DYNAMIC HEIGHT  -        241.886 (meters)      793.59  (feet) COMP
 MD0729  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 MD0729
 MD0729  VERT ORDER      -  SECOND    CLASS 0
 MD0729
 MD0729.The horizontal coordinates were determined by differentially corrected
 MD0729.hand held GPS observations or other comparable positioning techniques
 MD0729.and have an estimated accuracy of +/- 3 meters.
 MD0729
 MD0729.The orthometric height was determined by differential leveling and
 MD0729.adjusted by the NATIONAL GEODETIC SURVEY
 MD0729.in June 1991.
 MD0729
 MD0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0729.GEOID18 height accuracy estimate available here.
 MD0729
 MD0729.Click photographs - Photos may exist for this station.
 MD0729
 MD0729.The dynamic height is computed by dividing the NAVD 88
 MD0729.geopotential number by the normal gravity value computed on the
 MD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0729.degrees latitude (g = 980.6199 gals.).
 MD0729
 MD0729.The modeled gravity was interpolated from observed gravity values.
 MD0729
 MD0729;                    North         East    Units  Estimated Accuracy
 MD0729;SPC IN E     -   640,512.0     141,643.8     MT  (+/- 3 meters HH1 GPS) 
 MD0729
 MD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5373942202(NAD 83)
 MD0729
 MD0729                          SUPERSEDED SURVEY CONTROL
 MD0729
 MD0729  NGVD 29 (??/??/92)  242.143  (m)          794.43   (f) ADJ UNCH    2 0
 MD0729
 MD0729.Superseded values are not recommended for survey control.
 MD0729
 MD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0729.See file dsdata.pdf to determine how the superseded data were derived.
 MD0729
 MD0729_MARKER: DR = REFERENCE MARK DISK
 MD0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0729_STAMPING: WAYNEDALE NO 2 1946
 MD0729_MARK LOGO: CGS
 MD0729_PROJECTION: FLUSH
 MD0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0729+STABILITY: SURFACE MOTION
 MD0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0729+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2022
 MD0729
 MD0729  HISTORY     - Date     Condition        Report By
 MD0729  HISTORY     - 1946     MONUMENTED       CGS
 MD0729  HISTORY     - 1968     GOOD             INHD
 MD0729  HISTORY     - 1968     GOOD             CGS
 MD0729  HISTORY     - 20221012 GOOD             MCA
 MD0729
 MD0729                          STATION DESCRIPTION
 MD0729
 MD0729'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0729'AT WAYNEDALE.
 MD0729'90.4 FT. EAST OF TRI. STA. WAYNEDALE, 58.2 FT. WEST OF THE CORNER
 MD0729'STONE OF THE YELLOW-BRICK METHODIST CHURCH, 63 FT. SOUTH OF THE
 MD0729'CENTERLINE OF CHURCH STREET, 35 FT. NORTHEAST OF THE CENTERLINE
 MD0729'OF OLD TRAIL ROAD, 6.8 FT. SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MD0729'SIDEWALK ALONG OLD TRAIL ROAD, ABOUT LEVEL WITH THE ROAD  AND IN
 MD0729'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MD0729
 MD0729                          STATION RECOVERY (1968)
 MD0729
 MD0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD0729'RECOVERED IN GOOD CONDITION.
 MD0729
 MD0729                          STATION RECOVERY (2022)
 MD0729
 MD0729'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2022 (CCM)
 MD0729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2596 ***********************************************************************
 LB2596  DESIGNATION -  WEA RESET
 LB2596  PID         -  LB2596
 LB2596  STATE/COUNTY-  IN/TIPPECANOE
 LB2596  COUNTRY     -  US
 LB2596  USGS QUAD   -  ROMNEY (2019)
 LB2596
 LB2596                         *CURRENT SURVEY CONTROL
 LB2596  ______________________________________________________________________
 LB2596* NAD 83(1997) POSITION- 40 17 57.36200(N) 086 54 12.43761(W)   ADJUSTED
 LB2596* NAVD 88 ORTHO HEIGHT -   220.    (meters)      722.    (feet) SCALED
 LB2596  ______________________________________________________________________
 LB2596  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB2596  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 LB2596  HORZ ORDER      -  THIRD
 LB2596
 LB2596.The horizontal coordinates were established by classical geodetic methods
 LB2596.and adjusted by the National Geodetic Survey in May 1999.
 LB2596
 LB2596.The orthometric height was scaled from a topographic map.
 LB2596
 LB2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2596.GEOID18 height accuracy estimate available here.
 LB2596
 LB2596.Click photographs - Photos may exist for this station.
 LB2596
 LB2596.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2596
 LB2596. The following values were computed from the NAD 83(1997) position.
 LB2596
 LB2596;                    North         East     Units Scale Factor Converg.
 LB2596;SPC IN W     -   560,761.943   915,292.742   MT  0.99996954   +0 06 58.8
 LB2596;SPC IN W     - 1,839,766.47  3,002,922.94   sFT  0.99996954   +0 06 58.8
 LB2596;UTM  16      - 4,460,978.285   508,204.973   MT  0.99960083   +0 03 44.8
 LB2596
 LB2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2596!SPC IN W     -   0.99997077  x   0.99996954  =   0.99994031
 LB2596!UTM  16      -   0.99997077  x   0.99960083  =   0.99957161
 LB2596
 LB2596:                Primary Azimuth Mark                     Grid Az
 LB2596:SPC IN W     -  ROMNEY                                   181 08 43.7
 LB2596:UTM  16      -  ROMNEY                                   181 11 57.7
 LB2596
 LB2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0820460978(NAD 83)
 LB2596
 LB2596|---------------------------------------------------------------------|
 LB2596| PID    Reference Object                     Distance      Geod. Az  |
 LB2596|                                                           dddmmss.s |
 LB2596| CC9609 WEA AZ MK                                          0004147.7 |
 LB2596| CC9610 WEA RM 1                             27.360 METERS 13915     |
 LB2596| LB2578 ROMNEY                              APPROX. 7.3 KM 1811542.5 |
 LB2596| CC9611 WEA RM 2                             27.715 METERS 20358     |
 LB2596| CC9612 WEA RM 3                             14.062 METERS 30602     |
 LB2596|---------------------------------------------------------------------|
 LB2596
 LB2596                          SUPERSEDED SURVEY CONTROL
 LB2596
 LB2596  NAD 83(1986)-  40 17 57.36933(N)    086 54 12.44947(W) AD(       ) 3
 LB2596  NAD 27      -  40 17 57.24470(N)    086 54 12.41910(W) AD(       ) 3
 LB2596
 LB2596.Superseded values are not recommended for survey control.
 LB2596
 LB2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2596.See file dsdata.pdf to determine how the superseded data were derived.
 LB2596
 LB2596_MARKER: DS = TRIANGULATION STATION DISK
 LB2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2596_STAMPING: WEA 1948 1968
 LB2596_MARK LOGO: CGS
 LB2596_PROJECTION: FLUSH
 LB2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2596
 LB2596  HISTORY     - Date     Condition        Report By
 LB2596  HISTORY     - 1968     MONUMENTED       CGS
 LB2596  HISTORY     - 19970101 GOOD             INDNR
 LB2596
 LB2596                          STATION DESCRIPTION
 LB2596
 LB2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2596'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 LB2596'REFERENCE MARK 1 WAS FOUND TILTED AND OUT OF THE GROUND.  THE DISK
 LB2596'WAS SALVAGED FROM REFERENCE MARK 1.  THE STATION MARK (BOTH SURFACE
 LB2596'AND UNDERGROUND WERE LOWERED HOLDING THE ORIGINAL POINT TO CLEAR
 LB2596'THE AREA FOR FARMING.  REFERENCE MARK 3 WAS SET.  THE AZIMUTH MARK
 LB2596'WOULD NOT SEE THE STATION DUE TO THE SLOPE OF THE FIELD.  IT SHOULD
 LB2596'BE NOTED THAT A MAN WITH THE POWER COMPANY SAID THAT HE
 LB2596'REMEMBERS THE MARK BEING MOVED.  THE ARROW ON THE MARK IS
 LB2596'POINTING IN THE DIRECTION OF THE STATION AND SEEMS TO BE
 LB2596'UNDISTURBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 LB2596'INFORMATION.
 LB2596'
 LB2596'STATION MARK IS 67 FEET EAST OF THE CENTERLINE OF THE HIGHWAYM 46
 LB2596'FEET EAST OF A FENCE, 46 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 LB2596'24 FEET NORTHEAST OF A POWER POLE.  THE MONUMENT IS 18 INCHES
 LB2596'24 FEET NORTHEAST OF A POWER POLE.  THE MONUMENT IS 18 INCHES
 LB2596'UNDERGROUND AND THE DISK ARE STAMPED WEA 1948 1968.
 LB2596'
 LB2596'REFERENCE MARK 3 IS 41 FEET NORTHWEST OF THE POWER POLE, 30 FEET
 LB2596'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF THE FENCE.
 LB2596'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WEA NO 2 1948.
 LB2596'
 LB2596'REFERENCE MARK 3 IS 41 FEET NORTHWEST OF THE POWER POLE, 30 FEET
 LB2596'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF THE FENCE AND
 LB2596'1 FOOT NORTH OF A METAL WITNESS POST.
 LB2596'
 LB2596'THE AZIMUTH MARK IS 50 FEET NORTH OF A METAL GATE, 33 FEET SOUTHWEST
 LB2596'OF THE INTERSECTION OF THE HIGHWAY AND A DRIVEWAY EAST, 30 FEET WEST
 LB2596'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE AND 1 FOOT
 LB2596'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 LB2596'THE DISK IS STAMPED WEA 1948.
 LB2596'
 LB2596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 LB2596'SOUTH RAUB.
 LB2596'
 LB2596'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2596
 LB2596                          STATION RECOVERY (1997)
 LB2596
 LB2596'RECOVERY NOTE BY IN DEPT OF NAT RES 1997 (LC)
 LB2596'RECOVERED AS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2395 ***********************************************************************
 ME2395  DESIGNATION -  WEAVER
 ME2395  PID         -  ME2395
 ME2395  STATE/COUNTY-  IN/LA PORTE
 ME2395  COUNTRY     -  US
 ME2395  USGS QUAD   -  ENGLISH LAKE (2019)
 ME2395
 ME2395                         *CURRENT SURVEY CONTROL
 ME2395  ______________________________________________________________________
 ME2395* NAD 83(1997) POSITION- 41 21 38.10102(N) 086 46 33.76521(W)   ADJUSTED
 ME2395* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 ME2395  ______________________________________________________________________
 ME2395  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 ME2395  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 ME2395  HORZ ORDER      -  SECOND
 ME2395
 ME2395.The horizontal coordinates were established by classical geodetic methods
 ME2395.and adjusted by the National Geodetic Survey in May 1999.
 ME2395
 ME2395.The orthometric height was scaled from a topographic map.
 ME2395
 ME2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2395.GEOID18 height accuracy estimate available here.
 ME2395
 ME2395.Click photographs - Photos may exist for this station.
 ME2395
 ME2395.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2395
 ME2395. The following values were computed from the NAD 83(1997) position.
 ME2395
 ME2395;                    North         East     Units Scale Factor Converg.
 ME2395;SPC IN W     -   678,647.899   925,711.433   MT  0.99997480   +0 12 11.0
 ME2395;SPC IN W     - 2,226,530.65  3,037,104.93   sFT  0.99997480   +0 12 11.0
 ME2395;UTM  16      - 4,578,810.712   518,731.869   MT  0.99960432   +0 08 52.8
 ME2395
 ME2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2395!SPC IN W     -   0.99997318  x   0.99997480  =   0.99994798
 ME2395!UTM  16      -   0.99997318  x   0.99960432  =   0.99957751
 ME2395
 ME2395:                Primary Azimuth Mark                     Grid Az
 ME2395:SPC IN W     -  WEAVER AZ MK                             024 47 58.8
 ME2395:UTM  16      -  WEAVER AZ MK                             024 51 17.0
 ME2395
 ME2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1873178810(NAD 83)
 ME2395
 ME2395|---------------------------------------------------------------------|
 ME2395| PID    Reference Object                     Distance      Geod. Az  |
 ME2395|                                                           dddmmss.s |
 ME2395| CM3939 WEAVER AZ MK                                       0250009.8 |
 ME2395| CM3940 WEAVER RM 1                          26.427 METERS 26420     |
 ME2395| CM3941 WEAVER RM 2                          21.940 METERS 33029     |
 ME2395|---------------------------------------------------------------------|
 ME2395
 ME2395                          SUPERSEDED SURVEY CONTROL
 ME2395
 ME2395  NAD 83(1986)-  41 21 38.10544(N)    086 46 33.77102(W) AD(       ) 2
 ME2395  NAD 27      -  41 21 37.95540(N)    086 46 33.70000(W) AD(       ) 2
 ME2395
 ME2395.Superseded values are not recommended for survey control.
 ME2395
 ME2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2395.See file dsdata.pdf to determine how the superseded data were derived.
 ME2395
 ME2395_MARKER: DS = TRIANGULATION STATION DISK
 ME2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2395_STAMPING: WEAVER 1948
 ME2395_MARK LOGO: CGS
 ME2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2395+STABILITY: SURFACE MOTION
 ME2395
 ME2395  HISTORY     - Date     Condition        Report By
 ME2395  HISTORY     - 1948     MONUMENTED       CGS
 ME2395  HISTORY     - 1970     GOOD             NGS
 ME2395
 ME2395                          STATION DESCRIPTION
 ME2395
 ME2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2395'STATION IS LOCATED ABOUT 10 MILES NORTH OF NORTH JUDSON, 6-1/2 MILES
 ME2395'NORTHEAST OF LA CROSSE AND 3-1/2 MILES SOUTH OF HANNA.  IT IS 130 FEET
 ME2395'NORTH OF NORTH SIDE OF HOUSE, 33 FEET EAST OF CENTER OF DRIVEWAY AND
 ME2395'14 FEET WEST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2395'AND THE DISK IS STAMPED WEAVER 1948.
 ME2395'
 ME2395'REFERENCE MARK NO. 1 IS 86.73 FEET WEST OF STATION.  IT IS 44 FEET
 ME2395'SOUTH OF SOUTH SIDE OF A SHED AND 7 FEET NORTHEAST OF A 24 INCH
 ME2395'COTTONWOOD TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2395'STAMPED WEAVER NO 1 1948.
 ME2395'
 ME2395'REFERENCE MARK NO. 2 IS 71.94 FEET NORTHWEST OF STATION.  IT IS 26
 ME2395'FEET EAST OF NORTHEAST CORNER OF A SHED AND 7 FEET WEST OF A 36 INCH
 ME2395'COTTONWOOD TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ME2395'STAMPED WEAVER NO 2 1948.
 ME2395'
 ME2395'AZIMUTH MARK IS 0.6 MILE NORTHEAST OF STATION.  IT IS 18 FEET SOUTH OF
 ME2395'CENTER OF A GRAVELED ROAD, 11 FEET EAST OF CENTER OF FARM ROAD AND 3
 ME2395'FEET WEST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2395'THE DISK IS STAMPED WEAVER 1948.
 ME2395'
 ME2395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 39 IN
 ME2395'NORTH JUDSON, GO EAST ON HIGHWAY 10 FOR 4.1 MILES TO A CROSSROAD, TURN
 ME2395'LEFT AND GO NORTH ON A PAVED ROAD FOR 7.2 MILES TO JUNCTION OF STATE
 ME2395'HIGHWAY 8.  TURN LEFT AND GO WEST ON HIGHWAY 8 FOR 4.0 MILES TO A T
 ME2395'ROAD RIGHT JUST AFTER CROSSING A SMALL BRIDGE, TURN RIGHT AND GO NORTH
 ME2395'ON GRAVEL ROAD FOR 3.05 MILES TO A SIDE ROAD LEFT, TURN LEFT AND CROSS
 ME2395'BRIDGE TO FARM DRIVE AND STATION AS DESCRIBED.
 ME2395'
 ME2395'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON GRAVEL ROAD FOR 0.5
 ME2395'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.25
 ME2395'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 ME2395'
 ME2395'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2395
 ME2395                          STATION RECOVERY (1970)
 ME2395
 ME2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME2395'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED FOR
 ME2395'A NEW DESCRIPTION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE
 ME2395'DIRECTION TO REFERENCE MARK 1 WAS FOUND IN ERROR BY 4 MINUTES AND 43
 ME2395'SECONDS AND TO REFERENCE MARK 2 BY 3 MINUTES AND 7 SECONDS.  A NEW
 ME2395'DESCRIPTION FOLLOWS-
 ME2395'
 ME2395'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF NORTH JUDSON, ABOUT
 ME2395'6-1/2 MILES NORTHEAST OF LA CROSSE, ON THE PROPERTY OF MARY LANGFELD
 ME2395'WHICH HAS BEEN FARMED BY MR. WEAVER FOR THE PAST SEVERAL YEARS, 20
 ME2395'FEET SOUTHWEST OF A 36 INCH COTTONWOOD TREE, 82 FEET SOUTHWEST OF THE
 ME2395'SOUTHWEST END OF A BRIDGE, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ME2395'OF AN IMPLEMENT SHED, 130 FEET NORTH OF THE NORTH SIDE OF A 2 STORY
 ME2395'FRAME HOUSE AND 33 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.  THE
 ME2395'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED WEAVER 1948.
 ME2395'
 ME2395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND 39 AT
 ME2395'NORTH JUDSON, GO EAST ON HIGHWAY 10 FOR 4.1 MILES TO A CROSSROAD.
 ME2395'TURN LEFT AND GO NORTH ON RANGE ROAD FOR 7.2 MILES TO THE JUNCTION OF
 ME2395'STATE HIGHWAY 8.  TURN LEFT AND GO WEST ON HIGHWAY 8 FOR 4.0 MILES TO
 ME2395'A SIDE ROAD RIGHT JUST AFTER CROSSING A BRIDGE. TURN RIGHT AND GO
 ME2395'NORTH ON THE PAVED ROAD FOR 3.0 MILES TO A BRIDGE ON THE LEFT AND THE
 ME2395'STATION AS DESCRIBED.  CONTINUE NORTH ON THE ROAD FOR 0.5 MILE TO A
 ME2395'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.25
 ME2395'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ME2395'
 ME2395'REFERENCE MARK 1 IS 50 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 ME2395'IMPLEMENT SHED, 7 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE AND 56
 ME2395'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SHED.  THE MONUMENT IS
 ME2395'FLUSH AND THE DISK IS STAMPED WEAVER NO 1 1948.
 ME2395'
 ME2395'REFERENCE MARK 2 IS 26 FEET EAST OF THE NORTHEAST CORNER OF THE SHED,
 ME2395'7 FEET WEST OF A 36 INCH COTTONWOOD TREE AND 69 FEET WEST-SOUTHWEST OF
 ME2395'THE SOUTHWEST END OF THE BRIDGE.  THE MONUMENT IS 2 INCHES UNDERGROUND
 ME2395'AND THE DISK IS STAMPED WEAVER NO 2 1948.
 ME2395'
 ME2395'THE AZIMUTH MARK IS 11 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 1
 ME2395'FOOT WEST OF A METAL WITNESS POST, 1 FOOT SOUTHWEST OF A TELEPHONE
 ME2395'POST AND 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ME2395'PROJECTS 2 INCHES AND THE DISK IS STAMPED WEAVER 1948.
 ME2395'
 ME2395'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2395'
 ME2395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 ME2395'SOUTH OF HANNA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2123 ***********************************************************************
 LA2123  DESIGNATION -  WEAVER
 LA2123  PID         -  LA2123
 LA2123  STATE/COUNTY-  IN/GRANT
 LA2123  COUNTRY     -  US
 LA2123  USGS QUAD   -  FAIRMOUNT (2019)
 LA2123
 LA2123                         *CURRENT SURVEY CONTROL
 LA2123  ______________________________________________________________________
 LA2123* NAD 83(1997) POSITION- 40 27 56.51232(N) 085 40 20.37367(W)   ADJUSTED
 LA2123* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 LA2123  ______________________________________________________________________
 LA2123  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 LA2123  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 LA2123  HORZ ORDER      -  SECOND
 LA2123
 LA2123.The horizontal coordinates were established by classical geodetic methods
 LA2123.and adjusted by the National Geodetic Survey in May 1999.
 LA2123
 LA2123.The orthometric height was scaled from a topographic map.
 LA2123
 LA2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2123.GEOID18 height accuracy estimate available here.
 LA2123
 LA2123.Click photographs - Photos may exist for this station.
 LA2123
 LA2123.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2123
 LA2123. The following values were computed from the NAD 83(1997) position.
 LA2123
 LA2123;                    North         East     Units Scale Factor Converg.
 LA2123;SPC IN E     -   579,226.606    99,520.041   MT  0.99996667   -0 00 13.2
 LA2123;SPC IN E     - 1,900,345.96    326,508.67   sFT  0.99996667   -0 00 13.2
 LA2123;UTM  16      - 4,480,293.653   612,557.826   MT  0.99975595   +0 51 42.3
 LA2123
 LA2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2123!SPC IN E     -   0.99996430  x   0.99996667  =   0.99993097
 LA2123!UTM  16      -   0.99996430  x   0.99975595  =   0.99972026
 LA2123
 LA2123:                Primary Azimuth Mark                     Grid Az
 LA2123:SPC IN E     -  WEAVER AZ MK                             355 24 23.7
 LA2123:UTM  16      -  WEAVER AZ MK                             354 32 28.2
 LA2123
 LA2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1255780293(NAD 83)
 LA2123
 LA2123|---------------------------------------------------------------------|
 LA2123| PID    Reference Object                     Distance      Geod. Az  |
 LA2123|                                                           dddmmss.s |
 LA2123| CC9617 WEAVER RM 1                          35.930 METERS 17354     |
 LA2123| CC9618 WEAVER RM 2                          26.192 METERS 27633     |
 LA2123| CC9616 WEAVER AZ MK                                       3552410.5 |
 LA2123|---------------------------------------------------------------------|
 LA2123
 LA2123                          SUPERSEDED SURVEY CONTROL
 LA2123
 LA2123  NAD 83(1995)-  40 27 56.51556(N)    085 40 20.38648(W) AD(       ) 2
 LA2123  NAD 83(1986)-  40 27 56.51560(N)    085 40 20.38709(W) AD(       ) 2
 LA2123  NAD 27      -  40 27 56.37430(N)    085 40 20.47160(W) AD(       ) 2
 LA2123
 LA2123.Superseded values are not recommended for survey control.
 LA2123
 LA2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2123.See file dsdata.pdf to determine how the superseded data were derived.
 LA2123
 LA2123_MARKER: DS = TRIANGULATION STATION DISK
 LA2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2123_STAMPING: WEAVER 1948
 LA2123_MARK LOGO: CGS
 LA2123_PROJECTION: FLUSH
 LA2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2123+STABILITY: SURFACE MOTION
 LA2123
 LA2123  HISTORY     - Date     Condition        Report By
 LA2123  HISTORY     - 1948     MONUMENTED       CGS
 LA2123  HISTORY     - 1962     GOOD             CGS
 LA2123  HISTORY     - 1964     GOOD             CGS
 LA2123  HISTORY     - 1972     GOOD             NGS
 LA2123  HISTORY     - 1982     MARK NOT FOUND   NGS
 LA2123
 LA2123                          STATION DESCRIPTION
 LA2123
 LA2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2123'THE STATION IS LOCATED 5 MILES SOUTH OF MARION, 3 MILES
 LA2123'NORTH-NORTHWEST OF FAIRMOUNT AND 2 MILES SOUTHWEST OF JONESBORO.
 LA2123'
 LA2123'IT IS 164 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 9 AND A
 LA2123'EAST-WEST GRAVEL ROAD, 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 9,
 LA2123'23 FEET NORTHWEST OF A TELEPHONE POLE, 16 FEET SOUTHWEST OF A WHITE
 LA2123'WITNESS POST AND 14 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND
 LA2123'THE DISK IS STAMPED WEAVER 1948.
 LA2123'
 LA2123'REFERENCE MARK NO. 1 IS 117.88 FEET SOUTH OF THE STATION.  IT IS 40
 LA2123'FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE
 LA2123'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WEAVER NO 1
 LA2123'1948.
 LA2123'
 LA2123'REFERENCE MARK NO. 2 IS 85.93 FEET WEST OF THE STATION.  IT IS 100
 LA2123'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 48 FEET WEST OF THE CENTER
 LA2123'OF THE HIGHWAY, 20 FEET NORTH OF A 20 INCH ELM TREE AND 1 FOOT EAST OF
 LA2123'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA2123'WEAVER NO 2 1948.
 LA2123'
 LA2123'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 56 FEET
 LA2123'SOUTH OF A POWER LINE POLE, 49 FEET WEST OF THE CENTER OF STATE
 LA2123'HIGHWAY 9, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT SOUTH OF A WHITE
 LA2123'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LA2123'WEAVER 1948.
 LA2123'
 LA2123'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 37 IN
 LA2123'THE SOUTH SECTION OF MARION GO SOUTH ON STATE HIGHWAY 9 FOR 3.05 MILES
 LA2123'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.25 MILE
 LA2123'TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2123'
 LA2123'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2123
 LA2123                          STATION RECOVERY (1962)
 LA2123
 LA2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 LA2123'STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.
 LA2123
 LA2123                          STATION RECOVERY (1964)
 LA2123
 LA2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA2123'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 LA2123'CONDITION AS DESCRIBED BY RCB.
 LA2123
 LA2123                          STATION RECOVERY (1972)
 LA2123
 LA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 LA2123'THE STATION WAS RECOVERED AS DESCRIBED.  R.M. 1 AND R.M. 2 AND THE
 LA2123'AZIMUTH MARK WERE ALSO AS DESCRIBED AND IN GOOD SHAPE.
 LA2123
 LA2123                          STATION RECOVERY (1982)
 LA2123
 LA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 LA2123'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT RECOVERED.
 LA2123'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 LA2123'AZIMUTH MARK WAS NOT SEARCHED FOR.
 LA2123'
 LA2123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 LA2123'MARION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1719 ***********************************************************************
 MD1719  DESIGNATION -  WEAVER
 MD1719  PID         -  MD1719
 MD1719  STATE/COUNTY-  IN/ELKHART
 MD1719  COUNTRY     -  US
 MD1719  USGS QUAD   -  GOSHEN (2019)
 MD1719
 MD1719                         *CURRENT SURVEY CONTROL
 MD1719  ______________________________________________________________________
 MD1719* NAD 83(1997) POSITION- 41 34 43.44425(N) 085 45 09.86379(W)   ADJUSTED
 MD1719* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 MD1719  ______________________________________________________________________
 MD1719  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 MD1719  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 MD1719  HORZ ORDER      -  FIRST
 MD1719
 MD1719.The horizontal coordinates were established by classical geodetic methods
 MD1719.and adjusted by the National Geodetic Survey in May 1999.
 MD1719
 MD1719.The orthometric height was scaled from a topographic map.
 MD1719
 MD1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1719.GEOID18 height accuracy estimate available here.
 MD1719
 MD1719.Click photographs - Photos may exist for this station.
 MD1719
 MD1719.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1719
 MD1719. The following values were computed from the NAD 83(1997) position.
 MD1719
 MD1719;                    North         East     Units Scale Factor Converg.
 MD1719;SPC IN E     -   702,833.601    92,822.162   MT  0.99996730   -0 03 25.6
 MD1719;SPC IN E     - 2,305,879.91    304,534.04   sFT  0.99996730   -0 03 25.6
 MD1719;UTM  16      - 4,603,756.437   603,974.591   MT  0.99973304   +0 49 40.1
 MD1719
 MD1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1719!SPC IN E     -   0.99996292  x   0.99996730  =   0.99993022
 MD1719!UTM  16      -   0.99996292  x   0.99973304  =   0.99969597
 MD1719
 MD1719:                Primary Azimuth Mark                     Grid Az
 MD1719:SPC IN E     -  SOLOMON                                  186 08 11.1
 MD1719:UTM  16      -  SOLOMON                                  185 15 05.4
 MD1719
 MD1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0397403756(NAD 83)
 MD1719
 MD1719|---------------------------------------------------------------------|
 MD1719| PID    Reference Object                     Distance      Geod. Az  |
 MD1719|                                                           dddmmss.s |
 MD1719| CC9614 WEAVER RM 1                          28.346 METERS 03358     |
 MD1719| CC9613 WEAVER AZ MK                                       0690653.6 |
 MD1719| CC9615 WEAVER RM 2                          40.020 METERS 08235     |
 MD1719| MD1670 SOLOMON                             APPROX.13.0 KM 1860445.5 |
 MD1719| MD1718 GOSHEN MILK CONDENSING CO STK       APPROX. 6.2 KM 2620904.8 |
 MD1719| MD1713 GOSHEN MUNICIPAL TANK               APPROX. 6.2 KM 2654305.0 |
 MD1719| MD1714 GOSHEN CO COURTHOUSE DOME           APPROX. 7.0 KM 2774423.9 |
 MD1719| MD1716 GOSHEN MUNICIPAL STANDPIPE          APPROX. 6.8 KM 2801457.1 |
 MD1719|---------------------------------------------------------------------|
 MD1719
 MD1719                          SUPERSEDED SURVEY CONTROL
 MD1719
 MD1719  NAD 83(1994)-  41 34 43.44532(N)    085 45 09.87022(W) AD(       ) 1
 MD1719  NAD 83(1986)-  41 34 43.44651(N)    085 45 09.87248(W) AD(       ) 1
 MD1719  NAD 27      -  41 34 43.26570(N)    085 45 09.90410(W) AD(       ) 1
 MD1719
 MD1719.Superseded values are not recommended for survey control.
 MD1719
 MD1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1719.See file dsdata.pdf to determine how the superseded data were derived.
 MD1719
 MD1719_MARKER: DS = TRIANGULATION STATION DISK
 MD1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1719_STAMPING: WEAVER 1947
 MD1719_MARK LOGO: CGS
 MD1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1719+STABILITY: SURFACE MOTION
 MD1719
 MD1719  HISTORY     - Date     Condition        Report By
 MD1719  HISTORY     - 1947     MONUMENTED       CGS
 MD1719  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1719
 MD1719                          STATION DESCRIPTION
 MD1719
 MD1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1719'STATION IS LOCATED ABOUT 4 MILES EAST OF GOSHEN ON LAND OWNED BY MRS.
 MD1719'WEAVER.  IT IS 160 FEET WEST OF THE CENTER OF THE ROAD, 47 FEET
 MD1719'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 32 FEET SOUTH OF A 12
 MD1719'INCH WALNUT TREE AND 5 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MD1719'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WEAVER 1947.
 MD1719'
 MD1719'REFERENCE MARK NO. 1 IS 93.00 FEET NORTH OF THE STATION.  IT IS 50
 MD1719'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29 FEET NORTH OF
 MD1719'A FENCE CORNER AND ONE FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT
 MD1719'4 INCHES AND THE DISK IS STAMPED WEAVER NO 1 1947.
 MD1719'
 MD1719'REFERENCE MARK NO. 2 IS 131.30 FEET EAST OF THE STATION.  IT IS 61
 MD1719'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 29 FEET WEST OF
 MD1719'THE CENTER OF THE ROAD AND 21 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 MD1719'ENTRANCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1719'WEAVER NO 2 1947.
 MD1719'
 MD1719'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION ON THE SOUTH
 MD1719'SIDE OF THE ROAD.  IT IS 18 FEET SOUTH OF THE CENTER OF THE ROAD, 5
 MD1719'FEET WEST OF A FENCE CORNER, 2.5 FEET EAST OF A WHITE WITNESS POST AND
 MD1719'2 FEET WEST OF POWER POLE NO. 517-657.  THE MARK PROJECTS ABOUT 4
 MD1719'INCHES AND THE DISK IS STAMPED WEAVER 1947.
 MD1719'
 MD1719'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 33 E. AND E.
 MD1719'MONROE STREET AND THE GOSHEN HIGH SCHOOL IN THE SOUTHEAST SECTION OF
 MD1719'GOSHEN, GO EAST ON E. MONROE STREET FOR 3.5 MILES TO THE END OF THE
 MD1719'CONCRETE PAVEMENT AND A GRAVEL CROSSROAD,* TURN RIGHT AND GO 0.2 MILE
 MD1719'TO MRS. WEAVERS FARM ON THE RIGHT AND STATION AS DESCRIBED.
 MD1719'
 MD1719'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST FOR 0.4 MILE
 MD1719'TO A WHITE HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 MD1719'
 MD1719'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1719
 MD1719                          STATION RECOVERY (1980)
 MD1719
 MD1719'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1719'WEAVER 1947 NOT FOUND.  WEAVER NO. 1 1947 NOT FOUND.  WEAVER NO. 2
 MD1719'1947 NOT FOUND.  AZIMUTH MARK FOUND OUT OF GROUND AND LAYING ON SIDE
 MD1719'NEAR DESCRIPTION LOCATION.  PRESUME WHOLE CONTROL POINT TOTALLY
 MD1719'DESTROYED.  DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 MD1719'GOSHEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1633 ***********************************************************************
 MD1633  DESIGNATION -  WEBSTER
 MD1633  PID         -  MD1633
 MD1633  STATE/COUNTY-  IN/KOSCIUSKO
 MD1633  COUNTRY     -  US
 MD1633  USGS QUAD   -  NORTH WEBSTER (2019)
 MD1633
 MD1633                         *CURRENT SURVEY CONTROL
 MD1633  ______________________________________________________________________
 MD1633* NAD 83(1997) POSITION- 41 18 31.54921(N) 085 41 26.99965(W)   ADJUSTED
 MD1633* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 MD1633  ______________________________________________________________________
 MD1633  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 MD1633  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 MD1633  HORZ ORDER      -  THIRD
 MD1633
 MD1633.The horizontal coordinates were established by classical geodetic methods
 MD1633.and adjusted by the National Geodetic Survey in May 1999.
 MD1633
 MD1633.The orthometric height was scaled from a topographic map.
 MD1633
 MD1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1633.GEOID18 height accuracy estimate available here.
 MD1633
 MD1633.Click photographs - Photos may exist for this station.
 MD1633
 MD1633.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1633
 MD1633. The following values were computed from the NAD 83(1997) position.
 MD1633
 MD1633;                    North         East     Units Scale Factor Converg.
 MD1633;SPC IN E     -   672,847.669    97,976.327   MT  0.99996672   -0 00 57.4
 MD1633;SPC IN E     - 2,207,501.06    321,444.00   sFT  0.99996672   -0 00 57.4
 MD1633;UTM  16      - 4,573,860.230   609,588.761   MT  0.99974780   +0 51 51.4
 MD1633
 MD1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1633!SPC IN E     -   0.99996338  x   0.99996672  =   0.99993011
 MD1633!UTM  16      -   0.99996338  x   0.99974780  =   0.99971119
 MD1633
 MD1633:                Primary Azimuth Mark                     Grid Az
 MD1633:SPC IN E     -  WEBSTER AZ MK                            182 52 30.5
 MD1633:UTM  16      -  WEBSTER AZ MK                            181 59 41.7
 MD1633
 MD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0958873860(NAD 83)
 MD1633
 MD1633|---------------------------------------------------------------------|
 MD1633| PID    Reference Object                     Distance      Geod. Az  |
 MD1633|                                                           dddmmss.s |
 MD1633| MD1128 D 158                                17.261 METERS 00757     |
 MD1633| AH9791 WEBSTER AZ MK                                      1825133.1 |
 MD1633| CC9622 WEBSTER RM 1                         32.126 METERS 18845     |
 MD1633|---------------------------------------------------------------------|
 MD1633
 MD1633                          SUPERSEDED SURVEY CONTROL
 MD1633
 MD1633  NAD 83(1995)-  41 18 31.55154(N)    085 41 27.00902(W) AD(       ) 3
 MD1633  NAD 83(1986)-  41 18 31.55333(N)    085 41 27.01036(W) AD(       ) 3
 MD1633  NAD 27      -  41 18 31.38400(N)    085 41 27.06640(W) AD(       ) 3
 MD1633
 MD1633.Superseded values are not recommended for survey control.
 MD1633
 MD1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1633.See file dsdata.pdf to determine how the superseded data were derived.
 MD1633
 MD1633_MARKER: DS = TRIANGULATION STATION DISK
 MD1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1633_STAMPING: WEBSTER 1946
 MD1633_MARK LOGO: CGS
 MD1633_PROJECTION: FLUSH
 MD1633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1633+STABILITY: SURFACE MOTION
 MD1633
 MD1633  HISTORY     - Date     Condition        Report By
 MD1633  HISTORY     - 1946     MONUMENTED       CGS
 MD1633  HISTORY     - 19840321 GOOD             NGS
 MD1633  HISTORY     - 19970619 GOOD             USPSQD
 MD1633
 MD1633                          STATION DESCRIPTION
 MD1633
 MD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1633'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF COLUMBIA CITY ON STATE
 MD1633'HIGHWAY 13.  IT IS 66 FEET SOUTH OF THE INTERSECTION OF A PAVED ROAD
 MD1633'AND STATE HIGHWAY 13, 58 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 MD1633'HIGHWAY 13, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD AND
 MD1633'2 FEET NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1633'STAMPED WEBSTER 1946.
 MD1633'
 MD1633'REFERENCE MARK NO. 1 IS 105.40 FEET WEST OF THE STATION. IT IS 48 FEET
 MD1633'SOUTH OF STATE HIGHWAY 13 AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS
 MD1633'FLUSH AND THE DISK IS STAMPED WEBSTER NO 1 1946.
 MD1633'
 MD1633'D 158 WAS USED AS A REFERENCE MARK.  IT IS 56.63 FEET NORTHEAST OF THE
 MD1633'STATION, 24 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 62 FEET
 MD1633'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13 AND 1 FOOT WEST OF A
 MD1633'FENCELINE.  THE MARK IS A 4 BY 4 CONCRETE POST FLUSH WITH THE GROUND
 MD1633'AND HAS A STANDARD USC AND GS BRONZE DISK STAMPED D 158 1946.
 MD1633'
 MD1633'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 36 FEET WEST
 MD1633'OF THE CENTERLINE OF STATE HIGHWAY 13, 3 FEET NORTH OF A TELEPHONE
 MD1633'POLE, 2 FEET EAST OF A FENCELINE AND 3 FEET NORTH OF A WHITE WITNESS
 MD1633'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED WEBSTER 1946.
 MD1633'
 MD1633'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURT HOUSE IN
 MD1633'COLUMBIA CITY GO WEST ON U.S.  HIGHWAY 30 FOR 10.7 MILES TO JUNCTION
 MD1633'OF STATE HIGHWAY 13 AND U.S.  HIGHWAY 30, TURN RIGHT ON STATE HIGHWAY
 MD1633'13 AND GO 8.1 MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 MD1633'AHEAD FOR 0.2 MILE TO A JUNCTION OF A PAVED ROAD WITH STATE HIGHWAY 13
 MD1633'AND STATION IN THE SOUTHEAST ANGLE.
 MD1633'
 MD1633'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1633
 MD1633                          STATION RECOVERY (1984)
 MD1633
 MD1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MD1633'THE STATION MARK WAS FOUND IN FAIR CONDITION.  THE DISK HAS BEEN
 MD1633'BATTER BY LAWN MOWER BUT IS SOLID IN GROUND.  REFERENCE MARK 1 WAS
 MD1633'FOUND TO HAVE BEEN MOVED AND THE ARROW POINTING GO DEGREES TO THE WEST
 MD1633'OF STATION.  THIS REFERENCE MARK IS SOUTH OF STATION NOT WEST AS
 MD1633'MENTIONED IN OLD DESCRIPTION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 MD1633'FOUND TO BE SHORTER BY 3.39 FT (1.03 M) AND THE DIRECTION DIFFERED BY
 MD1633'33 MINUTES 14.3 SECONDS FROM INITIALING ON AZIMUTH MARK.  REFERENCE
 MD1633'MARK 2, BENCH MARK D 158 1946, WAS FOUND IN GOOD CONDITION.  THE
 MD1633'DISTANCE WAS FOUND TO BE SHORTER BY 0.012 METERS (0.039 FT) AND THE
 MD1633'DIRECTION FROM THE AZIMUTH MARK DIFFERED BY 03 MINUTES 53.27 SECONDS.
 MD1633'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE DISTANCE WAS
 MD1633'MEASURED TO THE AZIMUTH MARK AT THIS TIME.  A NEW AND COMPLETE
 MD1633'DESCRIPTION FOLLOWS.
 MD1633'
 MD1633'THE STATION IS LOCATED ABOUT 1 1/4 MILE SOUTH OF NORTH WEBSTER AND ON
 MD1633'HIGHWAY RIGHT-OF-WAY.
 MD1633'
 MD1633'TO REACH THE STATION FROM THE POST OFFICE IN NORTH WEBSTER, GO NORTH
 MD1633'ON WASHINGTON STREET FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE
 MD1633'ROUTE 13.  TURN LEFT AND GO SOUTH ON STATE ROUTE 13 FOR 1.25 MILES
 MD1633'(2.01 KM) TO A CROSSROAD, COUNTY ROUTE 500 N AND THE STATION IN THE
 MD1633'SOUTHEAST QUADRANT OF THE INTERSECTION.
 MD1633'
 MD1633'THE STATION IS A STANDARD NGS DISK STAMPED---WEBSTER 1946---, SET INTO
 MD1633'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 MD1633'PROJECTING, 3 INCHES (9 CM) ABOVE THE GROUND.  NOTE, MARK BATTERED BY
 MD1633'MOWER BUT STILL SOLID IN GROUND.  THE STATION IS LOCATED 17.556 METERS
 MD1633'(57.598 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 13, 10.058 METERS
 MD1633'(32.999 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROUTE 500 N, 6.401
 MD1633'METERS (21.001 FT) NORTHEAST FROM A UTILITY POLE, 10.973 METERS
 MD1633'(36.001 FT) NORTH FROM THE NORTH EDGE OF A PARKING LOT FOR P.J S TOO
 MD1633'RESTAURANT AND NORTH A METAL WITNESS POST.
 MD1633'
 MD1633'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,
 MD1633'---WEBSTER NO 1 1946---, SET INTO THE TOP OF A SQUARE CONCRETE
 MD1633'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING, 4 INCHES (12 CM)
 MD1633'ABOVE THE GROUND.  NOTE, MARK SETTING IN THE MIDDLE OF A FLOWER GARDEN
 MD1633'AND THE ARROW IS POINTING ABOUT 90 DEGREES OFF FROM STATION, IT IS
 MD1633'POINTING WEST, MARK IS ALSO LEANING SLIGHTLY TO THE NORTH.  IT IS
 MD1633'LOCATED 11.582 METERS (37.999 FT) EAST FROM THE CENTERLINE OF HIGHWAY
 MD1633'13, 6.401 METERS (21.001 FT) WEST FROM THE WEST EDGE OF PARKING LOT OF
 MD1633'RESTURANT, 3.231 METERS (10.600 FT) SOUTH FROM A UTILITY POLE AND
 MD1633'19.324 METERS (63.399 FT) NORTH FROM A UTILITY POLE, AND 0.3 METERS
 MD1633'(1.0 FT) HIGHER THAN THE STATION.
 MD1633'
 MD1633'REFERENCE MARK NO 2 IS A STANDARD, NGS BENCH MARK, DISK STAMPED,
 MD1633'---D 158 1946---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10
 MD1633'INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  IT IS LOCATED 20.422
 MD1633'METERS (67.001 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 13, 7.010
 MD1633'METERS (22.999 FT) NORTH FROM THE CENTERLINE OF COUNTY ROUTE 500 N AND
 MD1633'0.305 METERS (1.001 FT) SOUTH SOUTHWEST FROM A METAL WITNESS POST, AND
 MD1633'LEVEL WITH THE STATION.
 MD1633'
 MD1633'AZIMUTH MARK NO 1, IS A STANDARD NGS DISK STAMPED, ---WEBSTER 1946---,
 MD1633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MD1633'DIAMETER, FLUSH, WITH GROUND.  IT IS LOCATED 12.07 METERS (39.60 FT)
 MD1633'WEST FROM THE CENTERLINE OF STATE ROUTE 13, 1.07 METERS (3.51 FT) EAST
 MD1633'FROM THE EDGE OF A CULTIVATED FIELD AND 0.305 METERS (1.001 FT) EAST
 MD1633'FROM A METAL WITNESS POST.
 MD1633'
 MD1633'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON HIGHWAY
 MD1633'13 FOR 0.25 MILE (0.40 KM) TO MARK ON RIGHT AS DESCRIBED.
 MD1633
 MD1633                          STATION RECOVERY (1997)
 MD1633
 MD1633'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1858 ***********************************************************************
 JA1858  DESIGNATION -  WEDGE
 JA1858  PID         -  JA1858
 JA1858  STATE/COUNTY-  IN/SPENCER
 JA1858  COUNTRY     -  US
 JA1858  USGS QUAD   -  DALE (2019)
 JA1858
 JA1858                         *CURRENT SURVEY CONTROL
 JA1858  ______________________________________________________________________
 JA1858* NAD 83(1997) POSITION- 38 10 18.62349(N) 086 52 51.76782(W)   ADJUSTED
 JA1858* NAVD 88 ORTHO HEIGHT -   184.31  (+/-2cm)      604.7   (feet) VERTCON3
 JA1858  ______________________________________________________________________
 JA1858  GEOID HEIGHT    -        -32.157 (meters)                     GEOID18
 JA1858  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 JA1858  HORZ ORDER      -  THIRD
 JA1858  VERT ORDER      -  THIRD ? (See Below)
 JA1858
 JA1858.The horizontal coordinates were established by classical geodetic methods
 JA1858.and adjusted by the National Geodetic Survey in May 1999.
 JA1858
 JA1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1858
 JA1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1858.GEOID18 height accuracy estimate available here.
 JA1858
 JA1858.The vertical order pertains to the NGVD 29 superseded value.
 JA1858
 JA1858.Click photographs - Photos may exist for this station.
 JA1858
 JA1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1858
 JA1858. The following values were computed from the NAD 83(1997) position.
 JA1858
 JA1858;                    North         East     Units Scale Factor Converg.
 JA1858;SPC IN W     -   324,586.627   917,725.219   MT  0.99997053   +0 07 30.1
 JA1858;SPC IN W     - 1,064,914.63  3,010,903.49   sFT  0.99997053   +0 07 30.1
 JA1858;UTM  16      - 4,224,887.973   510,419.374   MT  0.99960134   +0 04 24.7
 JA1858
 JA1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1858!SPC IN W     -   0.99997613  x   0.99997053  =   0.99994666
 JA1858!UTM  16      -   0.99997613  x   0.99960134  =   0.99957748
 JA1858
 JA1858:                Primary Azimuth Mark                     Grid Az
 JA1858:SPC IN W     -  WEDGE AZ MK                              349 43 41.9
 JA1858:UTM  16      -  WEDGE AZ MK                              349 46 47.3
 JA1858
 JA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1041924887(NAD 83)
 JA1858
 JA1858|---------------------------------------------------------------------|
 JA1858| PID    Reference Object                     Distance      Geod. Az  |
 JA1858|                                                           dddmmss.s |
 JA1858| CG9389 WEDGE RM 1                           32.604 METERS 01318     |
 JA1858| CG9390 WEDGE RM 2                           26.825 METERS 22239     |
 JA1858| JA1862 MARIAH HILL HELP OF CHRIST CH       APPROX. 4.1 KM 2612605.0 |
 JA1858| CG9388 WEDGE AZ MK                                        3495112.0 |
 JA1858|---------------------------------------------------------------------|
 JA1858
 JA1858                          SUPERSEDED SURVEY CONTROL
 JA1858
 JA1858  NAD 83(1993)-  38 10 18.62612(N)    086 52 51.76949(W) AD(       ) 3
 JA1858  NAD 83(1986)-  38 10 18.63089(N)    086 52 51.77118(W) AD(       ) 3
 JA1858  NAD 27      -  38 10 18.42800(N)    086 52 51.79600(W) AD(       ) 3
 JA1858  NGVD 29             184.41   (m)          605.0    (f) LEVELING    3  
 JA1858
 JA1858.Superseded values are not recommended for survey control.
 JA1858
 JA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1858.See file dsdata.pdf to determine how the superseded data were derived.
 JA1858
 JA1858_MARKER: DS = TRIANGULATION STATION DISK
 JA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1858_STAMPING: WEDGE 1946
 JA1858_MARK LOGO: CGS
 JA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1858+STABILITY: SURFACE MOTION
 JA1858
 JA1858  HISTORY     - Date     Condition        Report By
 JA1858  HISTORY     - 1946     MONUMENTED       CGS
 JA1858  HISTORY     - 20100831 GOOD             GEOCAC
 JA1858
 JA1858                          STATION DESCRIPTION
 JA1858
 JA1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1858'THIS STATION IS ABOUT 6 MILES EAST FROM DALE AND 0.1 MILE SOUTH FROM
 JA1858'THE JUNCTION OF STATE HIGHWAYS 62 AND 162, IN THE WEST EDGE OF A
 JA1858'WOODS.  THE STATION MARK IS 52 FEET EAST OF THE CENTERLINE OF STATE
 JA1858'HIGHWAY 162, 40 FEET SOUTHEAST OF A POWER POLE AND 6 FEET SOUTHEAST OF
 JA1858'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA1858'STAMPED WEDGE 1946.
 JA1858'
 JA1858'REFERENCE MARK NO 1 IS 106.97 FEET NORTH OF THE STATION, 23 FEET EAST
 JA1858'OF THE CENTERLINE OF HIGHWAY AND 1 FOOT EAST OF A FENCE.  THE MARK
 JA1858'PROJECTS 8 INCHES AND THE DISK IS STAMPED WEDGE NO 1 1946.
 JA1858'
 JA1858'REFERENCE MARK NO 2 IS 88.01 FEET SOUTHWEST OF THE STATION, 30 FEET
 JA1858'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE.  THE
 JA1858'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED WEDGE NO 2 1946.
 JA1858'
 JA1858'THE AZIMUTH MARK IS NORTH OF THE STATION, 54 FEET WEST OF A GRAVEL
 JA1858'ROAD, 12 FEET SOUTH OF A FARM ROAD AND 2 FEET SOUTH OF A WHITE WITNESS
 JA1858'POST AT A FARM ENTRANCE ROAD GATE.  THE MARK PROJECTS 8 INCHES AND THE
 JA1858'DISK IS STAMPED WEDGE 1946.
 JA1858'
 JA1858'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 62 AND
 JA1858'162, WHICH IS 0.1 MILE NORTH OF THE STATION, GO NORTH ON A GRAVEL ROAD
 JA1858'FOR 0.3 MILE TO THE MARK ON THE LEFT AT A FARM GATE.
 JA1858'
 JA1858'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1858
 JA1858                          STATION RECOVERY (2010)
 JA1858
 JA1858'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 JA1858'STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK NUMBER 1
 JA1858'WAS ALSO LOCATED, HOWEVER, THE DISK WAS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2250 ***********************************************************************
 ME2250  DESIGNATION -  WEHR
 ME2250  PID         -  ME2250
 ME2250  STATE/COUNTY-  IN/ST JOSEPH
 ME2250  COUNTRY     -  US
 ME2250  USGS QUAD   -  LAKEVILLE (2019)
 ME2250
 ME2250                         *CURRENT SURVEY CONTROL
 ME2250  ______________________________________________________________________
 ME2250* NAD 83(1997) POSITION- 41 36 45.87887(N) 086 16 29.13212(W)   ADJUSTED
 ME2250* NAVD 88 ORTHO HEIGHT -   251.52  (+/-2cm)      825.2   (feet) VERTCON3
 ME2250  ______________________________________________________________________
 ME2250  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 ME2250  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 ME2250  HORZ ORDER      -  SECOND
 ME2250  VERT ORDER      -  THIRD ? (See Below)
 ME2250
 ME2250.The horizontal coordinates were established by classical geodetic methods
 ME2250.and adjusted by the National Geodetic Survey in May 1999.
 ME2250
 ME2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2250
 ME2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2250.GEOID18 height accuracy estimate available here.
 ME2250
 ME2250.The vertical order pertains to the NGVD 29 superseded value.
 ME2250
 ME2250.Click photographs - Photos may exist for this station.
 ME2250
 ME2250.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2250
 ME2250. The following values were computed from the NAD 83(1997) position.
 ME2250
 ME2250;                    North         East     Units Scale Factor Converg.
 ME2250;SPC IN E     -   706,785.807    49,316.360   MT  0.99999827   -0 24 13.8
 ME2250;SPC IN E     - 2,318,846.44    161,798.76   sFT  0.99999827   -0 24 13.8
 ME2250;UTM  16      - 4,607,035.080   560,425.723   MT  0.99964493   +0 28 53.9
 ME2250
 ME2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2250!SPC IN E     -   0.99996586  x   0.99999827  =   0.99996413
 ME2250!UTM  16      -   0.99996586  x   0.99964493  =   0.99961080
 ME2250
 ME2250:                Primary Azimuth Mark                     Grid Az
 ME2250:SPC IN E     -  PEACOCK                                  195 33 47.5
 ME2250:UTM  16      -  PEACOCK                                  194 40 39.8
 ME2250
 ME2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6042507035(NAD 83)
 ME2250
 ME2250|---------------------------------------------------------------------|
 ME2250| PID    Reference Object                     Distance      Geod. Az  |
 ME2250|                                                           dddmmss.s |
 ME2250| ME2256 PEACOCK                             APPROX. 0.9 KM 1950933.7 |
 ME2250| CM3942 WEHR RM                               5.315 METERS 31448     |
 ME2250|---------------------------------------------------------------------|
 ME2250
 ME2250                          SUPERSEDED SURVEY CONTROL
 ME2250
 ME2250  NAD 83(1994)-  41 36 45.88528(N)    086 16 29.13017(W) AD(       ) 2
 ME2250  NAD 83(1986)-  41 36 45.88505(N)    086 16 29.13170(W) AD(       ) 2
 ME2250  NAD 27      -  41 36 45.70810(N)    086 16 29.10920(W) AD(       ) 2
 ME2250  USSD        -  41 36 45.76000(N)    086 16 28.96100(W) AD(       ) 3
 ME2250  NGVD 29             251.63   (m)          825.6    (f) LEVELING    3  
 ME2250
 ME2250.Superseded values are not recommended for survey control.
 ME2250
 ME2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2250.See file dsdata.pdf to determine how the superseded data were derived.
 ME2250
 ME2250_MARKER: DS = TRIANGULATION STATION DISK
 ME2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2250_STAMPING: WEHR 1920
 ME2250_MARK LOGO: CGS
 ME2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2250+STABILITY: SURFACE MOTION
 ME2250
 ME2250  HISTORY     - Date     Condition        Report By
 ME2250  HISTORY     - 1920     MONUMENTED       CGS
 ME2250  HISTORY     - 1934     GOOD             INGS
 ME2250
 ME2250                          STATION DESCRIPTION
 ME2250
 ME2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2250'ABOUT 5-1/2 MILES S OF
 ME2250'SOUTH BEND ON THE
 ME2250'W SIDE OF THE TRACK, ONE-FOURTH MILE N OF MILEPOST
 ME2250'T.H. 178, 450 YARDS S OF ROAD
 ME2250'CROSSING, 8.41 METERS (27.60 FEET)
 ME2250'W OF THE W AND NEAREST RAIL.  THE STATION,
 ME2250'UNDERGROUND AND REFERENCE
 ME2250'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 ME2250'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK
 ME2250'NEAR THE FENCE LINE,
 ME2250'5.315 METERS (17.44 FEET) FROM THE STATION.
 ME2250
 ME2250                          STATION RECOVERY (1934)
 ME2250
 ME2250'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2250'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1839 ***********************************************************************
 KA1839  DESIGNATION -  WEIR
 KA1839  PID         -  KA1839
 KA1839  STATE/COUNTY-  IN/VIGO
 KA1839  COUNTRY     -  US
 KA1839  USGS QUAD   -  PIMENTO (2019)
 KA1839
 KA1839                         *CURRENT SURVEY CONTROL
 KA1839  ______________________________________________________________________
 KA1839* NAD 83(1997) POSITION- 39 15 34.01558(N) 087 28 56.89000(W)   ADJUSTED
 KA1839* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 KA1839  ______________________________________________________________________
 KA1839  GEOID HEIGHT    -        -32.371 (meters)                     GEOID18
 KA1839  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 KA1839  HORZ ORDER      -  FIRST
 KA1839
 KA1839.The horizontal coordinates were established by classical geodetic methods
 KA1839.and adjusted by the National Geodetic Survey in May 1999.
 KA1839
 KA1839.The orthometric height was scaled from a topographic map.
 KA1839
 KA1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1839.GEOID18 height accuracy estimate available here.
 KA1839
 KA1839.Click photographs - Photos may exist for this station.
 KA1839
 KA1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1839
 KA1839. The following values were computed from the NAD 83(1997) position.
 KA1839
 KA1839;                    North         East     Units Scale Factor Converg.
 KA1839;SPC IN W     -   445,374.737   865,551.993   MT  0.99998127   -0 15 09.3
 KA1839;SPC IN W     - 1,461,200.28  2,839,731.83   sFT  0.99998127   -0 15 09.3
 KA1839;UTM  16      - 4,345,679.443   458,375.029   MT  0.99962133   -0 18 19.2
 KA1839
 KA1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1839!SPC IN W     -   0.99997905  x   0.99998127  =   0.99996032
 KA1839!UTM  16      -   0.99997905  x   0.99962133  =   0.99960039
 KA1839
 KA1839:                Primary Azimuth Mark                     Grid Az
 KA1839:SPC IN W     -  DODDSVILLE                               193 53 56.7
 KA1839:UTM  16      -  DODDSVILLE                               193 57 06.6
 KA1839
 KA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5837545679(NAD 83)
 KA1839
 KA1839|---------------------------------------------------------------------|
 KA1839| PID    Reference Object                     Distance      Geod. Az  |
 KA1839|                                                           dddmmss.s |
 KA1839| CM3949 WEIR RM 3                            18.413 METERS 02002     |
 KA1839| KA1827 FARMERSBURG MUNICIPAL TANK          APPROX. 9.3 KM 0940715.4 |
 KA1839| CM3947 WEIR RM 1                            30.514 METERS 09722     |
 KA1839| KA1840 NO 123                               80.868 METERS 10115     |
 KA1839| KA1873 DODDSVILLE                          APPROX.13.8 KM 1933847.4 |
 KA1839| CM3946 WEIR AZ MK                                         2660114.9 |
 KA1839| CM3948 WEIR RM 2                            33.528 METERS 34331     |
 KA1839|---------------------------------------------------------------------|
 KA1839
 KA1839                          SUPERSEDED SURVEY CONTROL
 KA1839
 KA1839  NAD 83(1986)-  39 15 34.02250(N)    087 28 56.88349(W) AD(       ) 1
 KA1839  NAD 27      -  39 15 33.88020(N)    087 28 56.80510(W) AD(       ) 1
 KA1839
 KA1839.Superseded values are not recommended for survey control.
 KA1839
 KA1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1839.See file dsdata.pdf to determine how the superseded data were derived.
 KA1839
 KA1839_MARKER: DS = TRIANGULATION STATION DISK
 KA1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1839_STAMPING: WEIR 1947
 KA1839_MARK LOGO: CGS
 KA1839_PROJECTION: RECESSED 15 CENTIMETERS
 KA1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1839+STABILITY: SURFACE MOTION
 KA1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1839+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA1839
 KA1839  HISTORY     - Date     Condition        Report By
 KA1839  HISTORY     - 1947     MONUMENTED       CGS
 KA1839  HISTORY     - 1971     GOOD             NGS
 KA1839  HISTORY     - 20200520 GOOD             MCA
 KA1839
 KA1839                          STATION DESCRIPTION
 KA1839
 KA1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1839'THE STATION IS LOCATED ABOUT 5 MILES WEST OF FARMERSBURG AND 75 FEET
 KA1839'NORTH OF THE VIGO-SULLIVAN COUNTY LINE IN THE SOUTHWEST CORNER
 KA1839'OF A PASTURE OWNED BY MRS. ELLA WEIR. IT IS 50 FEET NORTHWEST OF A
 KA1839'T-ROAD INTERSECTION, 27 FEET NORTHEAST OF A FENCE CORNER, AND
 KA1839'18 FEET NORTH OF A WITNESS POST. THE MARK IS 8 INCHES UNDERGROUND,
 KA1839'AND THE DISK IS STAMPED WEIR 1947.
 KA1839'
 KA1839'REFERENCE MARK NO. 1 IS 100.11 FEET EAST OF THE STATION, 75 FEET
 KA1839'NORTHEAST OF THE T-ROAD INTERSECTION, AND 20 FEET NORTH OF THE
 KA1839'APPROXIMATE CENTERLINE OF THE COUNTY LINE ROAD. THE MARK PROJECTS 4
 KA1839'INCHES, AND THE DISK IS STAMPED WEIR NO 1 1947.
 KA1839'
 KA1839'REFERENCE MARK NO. 2 IS 110.00 FEET NORTH-NORTHWEST OF THE STATION,
 KA1839'115 FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST OF A FENCE. THE
 KA1839'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED WEIR NO 2 1947.
 KA1839'
 KA1839'THE AZIMUTH MARK IS 0.15 MILE, VIA THE COUNTY LINE ROAD, WEST OF THE
 KA1839'STATION, 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 KA1839'ROAD, 3 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A CULTIVATED
 KA1839'FIELD. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED WEIR
 KA1839'1947.
 KA1839'
 KA1839'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WEIR TO
 KA1839'N.G.S. AND STATE SURVEY BM 123 C.W.A. N.G.S. AND STATE SURVEY
 KA1839'BM 123 C.W.A. IS 265.31 FEET WEST OF TRIANGULATION STATION WEIR.
 KA1839'
 KA1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE
 KA1839'COUNTY LINE ROAD IN FARMERSBURG, GO WEST ON THE COUNTY LINE
 KA1839'ROAD FOR 5.3 MILES TO A T-ROAD INTERSECTION AND THE STATION ON THE
 KA1839'RIGHT AS DESCRIBED.
 KA1839'
 KA1839'DESIGNATION OF N.G.S. AND STATE SURVEY STATIONS IS INDIANA GEODETIC
 KA1839'SURVEY.
 KA1839'
 KA1839'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1839
 KA1839                          STATION RECOVERY (1971)
 KA1839
 KA1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1839'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 KA1839'GOOD CONDITION. REFERENCE MARK 2 WAS FOUND IN A CULTIVATED FIELD
 KA1839'AND DISTURBED BY FARM EQUIPMENT. THE DISK WAS SALVAGED AND A
 KA1839'REFERENCE MARK 3 WAS SET. NO. 123 IND.  GS WAS NOT FOUND AND
 KA1839'ASSUMED TO HAVE BEEN DESTROYED BY GRADING SINCE ALL MEASUREMENTS
 KA1839'WOULD PUT IT IN A DITCH LINE.  THE LINE OF SIGHT TO THE AZIMUTH
 KA1839'MARK WAS OBSTRUCTED BY TREES AND BRUSH. THE DISTANCE TO REFERENCE
 KA1839'MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 KA1839'
 KA1839'THE STATION IS LOCATED 75 FEET NORTH OF THE VIGO-SULLIVAN COUNTY
 KA1839'LINE, 26 FEET WEST OF THE EXTENDED CENTERLINE OF A NORTH-SOUTH
 KA1839'ROAD, 34 FEET EAST-NORTHEAST OF A 36 INCH OAK TREE, 34 FEET NORTH OF
 KA1839'THE CENTERLINE OF COUNTY LINE ROAD AND AT THE SOUTH EDGE OF A
 KA1839'CULTIVATED FIELD OWNED BY MR. FRANK A. WATSON. THE MONUMENT IS 12
 KA1839'INCHES UNDERGROUND AND THE DISK IS STAMPED WEIR 1947.
 KA1839'
 KA1839'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND W
 KA1839'CYPRUS STREET WHICH BECOMES COUNTY LINE ROAD AT THE WEST EDGE OF
 KA1839'FARMERSBURG, GO WEST ON COUNTY LINE ROAD FOR 1.0 MILE TO A ROAD FORK
 KA1839'JUST AFTER CROSSING A METAL BRIDGE. TAKE THE LEFT FORK AND
 KA1839'CONTINUE WEST ON THE ROAD FOR 3.2 MILES TO A CROSSROAD. CONTINUE WEST
 KA1839'ON THE ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT AND THE STATION ON
 KA1839'THE RIGHT.
 KA1839'
 KA1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE ROAD FOR
 KA1839'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1839'
 KA1839'REFERENCE MARK 1 IS 74 FEET EAST OF THE EXTENDED CENTERLINE OF THE
 KA1839'NORTH-SOUTH ROAD, 69 FEET EAST OF AN UNDERGROUND CABLE BOX, 76
 KA1839'FEET NORTHEAST OF A POWER POLE AND 20 FEET NORTH OF THE CENTERLINE OF
 KA1839'THE ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KA1839'WEIR NO 1 1947.
 KA1839'
 KA1839'REFERENCE MARK 3 IS 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 29
 KA1839'FEET SOUTH OF THE CENTERLINE OF ROAD AND 5 FEET WEST OF A POWER
 KA1839'POLE GUY POLE. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KA1839'WEIR 1947 NO 3 1971.
 KA1839'
 KA1839'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 KA1839'FOOT SOUTHWEST OF A METAL WITNESS POST, 20 FEET EAST OF THE
 KA1839'CENTERLINE OF A CULTIVATED FIELD. THE MONUMENT IS FLUSH AND THE DISK
 KA1839'IS STAMPED WEIR 1947.
 KA1839'
 KA1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES WEST
 KA1839'OF FARMERSBURG.
 KA1839'
 KA1839'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1839
 KA1839                          STATION RECOVERY (2020)
 KA1839
 KA1839'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1839'THE MARK IS 25 FT (7.6 M) NORTHERLY OF THE NORTH EDGE OF THE GRAVEL
 KA1839'ROAD, LOCATED IN A TREE ROW WITH HEAVY VEGETATION.  GNSS OBSERVATION
 KA1839'MAY BE POSSIBLE IN LEAF OFF CONDITIONS.  SET CARSONITE POST NORTH OF
 KA1839'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1689 ***********************************************************************
 HA1689  DESIGNATION -  WELBORN RESET
 HA1689  PID         -  HA1689
 HA1689  STATE/COUNTY-  IN/VANDERBURGH
 HA1689  COUNTRY     -  US
 HA1689  USGS QUAD   -  WEST FRANKLIN (2019)
 HA1689
 HA1689                         *CURRENT SURVEY CONTROL
 HA1689  ______________________________________________________________________
 HA1689* NAD 83(1997) POSITION- 37 54 24.89935(N) 087 41 44.10205(W)   ADJUSTED
 HA1689* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 HA1689  ______________________________________________________________________
 HA1689  GEOID HEIGHT    -        -30.768 (meters)                     GEOID18
 HA1689  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 HA1689  HORZ ORDER      -  FIRST
 HA1689
 HA1689.The horizontal coordinates were established by classical geodetic methods
 HA1689.and adjusted by the National Geodetic Survey in May 1999.
 HA1689
 HA1689.The orthometric height was scaled from a topographic map.
 HA1689
 HA1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1689.GEOID18 height accuracy estimate available here.
 HA1689
 HA1689.Click photographs - Photos may exist for this station.
 HA1689
 HA1689.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1689
 HA1689. The following values were computed from the NAD 83(1997) position.
 HA1689
 HA1689;                    North         East     Units Scale Factor Converg.
 HA1689;SPC IN W     -   295,339.254   846,158.166   MT  1.00000236   -0 22 34.2
 HA1689;SPC IN W     -   968,958.87  2,776,103.92   sFT  1.00000236   -0 22 34.2
 HA1689;SPC KY1Z     - 1,176,423.371 1,328,927.439   MT  0.99990508   -1 11 40.2
 HA1689;SPC KY1Z     - 3,859,649.01  4,359,989.44   sFT  0.99990508   -1 11 40.2
 HA1689;SPC KY S     -   676,394.970   328,911.705   MT  0.99999529   -1 10 47.7
 HA1689;SPC KY S     - 2,219,139.16  1,079,104.49   sFT  0.99999529   -1 10 47.7
 HA1689;UTM  16      - 4,195,715.341   438,852.108   MT  0.99964605   -0 25 38.5
 HA1689
 HA1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1689!SPC IN W     -   0.99998115  x   1.00000236  =   0.99998351
 HA1689!SPC KY1Z     -   0.99998115  x   0.99990508  =   0.99988623
 HA1689!SPC KY S     -   0.99998115  x   0.99999529  =   0.99997644
 HA1689!UTM  16      -   0.99998115  x   0.99964605  =   0.99962721
 HA1689
 HA1689:                Primary Azimuth Mark                     Grid Az
 HA1689:SPC IN W     -  MT VERNON 3 RM 6                         281 29 08.1
 HA1689:SPC KY1Z     -  MT VERNON 3 RM 6                         282 18 14.1
 HA1689:SPC KY S     -  MT VERNON 3 RM 6                         282 17 21.6
 HA1689:UTM  16      -  MT VERNON 3 RM 6                         281 32 12.4
 HA1689
 HA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3885295715(NAD 83)
 HA1689
 HA1689|---------------------------------------------------------------------|
 HA1689| PID    Reference Object                     Distance      Geod. Az  |
 HA1689|                                                           dddmmss.s |
 HA1689| CG9399 WELBORN RM 5                          9.290 METERS 01930     |
 HA1689| HA1677 HENDERSON POWER PLT BRICK STK       APPROX.11.8 KM 1265901.6 |
 HA1689| CG9394 WELBORN AZ MK                                      1552258.3 |
 HA1689| HA1686 HENDERSON SPENCER CHEM CO VENT      APPROX.11.4 KM 1585757.5 |
 HA1689| HA1685 HENDERSON SPENCER CHEM CO TANK      APPROX.11.6 KM 1590513.7 |
 HA1689| CG9395 WELBORN RM 1                         27.896 METERS 16154     |
 HA1689| CG9397 WELBORN RM 3                         26.950 METERS 26536     |
 HA1689| HA1731 MT VERNON RADIO STA WPCO MAST       APPROX.20.5 KM 2783134.9 |
 HA1689| HA1082 MT VERNON 3 RM 6                    APPROX.17.5 KM 2810633.9 |
 HA1689| HA1730 MT VERNON RADIO STA KSC TOWER       APPROX.18.7 KM 2820906.1 |
 HA1689| CG9398 WELBORN RM 4                        130.156 METERS 28948     |
 HA1689| CG9396 WELBORN RM 2                         32.938 METERS 30506     |
 HA1689|---------------------------------------------------------------------|
 HA1689
 HA1689                          SUPERSEDED SURVEY CONTROL
 HA1689
 HA1689  NAD 83(1993)-  37 54 24.90028(N)    087 41 44.10272(W) AD(       ) 1
 HA1689  NAD 83(1986)-  37 54 24.90579(N)    087 41 44.10501(W) AD(       ) 1
 HA1689  NAD 27      -  37 54 24.77010(N)    087 41 44.03080(W) AD(       ) 1
 HA1689
 HA1689.Superseded values are not recommended for survey control.
 HA1689
 HA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1689.See file dsdata.pdf to determine how the superseded data were derived.
 HA1689
 HA1689_MARKER: DS = TRIANGULATION STATION DISK
 HA1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1689_STAMPING: WELBORN 1934 1960
 HA1689_MARK LOGO: CGS
 HA1689_PROJECTION: FLUSH
 HA1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1689+STABILITY: SURFACE MOTION
 HA1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1689+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 HA1689
 HA1689  HISTORY     - Date     Condition        Report By
 HA1689  HISTORY     - 1960     MONUMENTED       CGS
 HA1689  HISTORY     - 1967     GOOD             CGS
 HA1689  HISTORY     - 19950505 MARK NOT FOUND   USPSQD
 HA1689  HISTORY     - 20080620 GOOD             SEC
 HA1689
 HA1689                          STATION DESCRIPTION
 HA1689
 HA1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HA1689'THE STATION MARK WAS RECOVERED BUT WAS TILTED. THEREFORE A NEW
 HA1689'SURFACE STATION MARK WAS SET OVER THE UNDERGROUND STATION MARK.  THE
 HA1689'ECCENTRIC DIFFERENCE BETWEEN THE OLD SURFACE STATION MARK AND THE
 HA1689'UNDERGROUND MARK WAS 0.127 METER.  THE AZIMUTH MARK, REFERENCE
 HA1689'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION BUT REFERENCE MARK 2
 HA1689'MAY SOON BE KNOCKED OUT BY ROAD CONSTRUCTION.  A NEW REFERENCE
 HA1689'MARK, REFERENCE MARK 3, WAS ESTABLISHED AT THIS TIME.  THE TREE
 HA1689'MENTIONED IN THE DESCRIPTION OF THE STATION HAS BEEN CUT AND THE
 HA1689'TREE USED IN THE DESCRIPTION OF THE AZIMUTH MARK HAS ALSO BEEN CUT
 HA1689'BUT THE STUMPS ARE STILL THERE.  THE LAND IS NOW OWNED BY MR. H.B.
 HA1689'WALKER INSTEAD OF DR. J.Y. WELBORN.  THE DIRECTION TO REFERENCE
 HA1689'MARK 1 WAS 3 MINUTES LARGER AND THE DISTANCE WAS 0.14 FOOT LONGER
 HA1689'THAN PREVIOUSLY MEASURED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 HA1689'BUT THE DISTANCE WAS 0.26 FOOT SMALLER THAN PREVIOUSLY MEASURED.  A
 HA1689'COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 HA1689'
 HA1689'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF THE EVANSVILLE
 HA1689'COURTHOUSE, 7-1/2 MILES NORTHWEST OF THE HENDERSON
 HA1689'COURTHOUSE AND 0.3 MILE EAST OF THE POSEY-VANDERBURGH COUNTY LINE ON
 HA1689'THE PROPERTY OF MR. H.B. WALKER.  IT IS 96 FEET SOUTHEAST OF A
 HA1689'CEMENT ROAD MARKER, 81 FEET SOUTHEAST OF THE CENTER OF A
 HA1689'Y-INTERSECTION OF TWO PAVED ROADS, 33 FEET NORTHEAST OF THE
 HA1689'CENTERLINE OF A PRIVATE PAVED ROAD, AND 18 FEET WEST OF AN 8 INCH
 HA1689'IRREGULAR BARKED TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HA1689'STAMPED WELBORN 1934 1960.
 HA1689'
 HA1689'TO REACH THE STATION FROM THE INTERSECTION OF BARKER AND BROADWAY
 HA1689'AVENUES (TRAFFIC LIGHT) IN THE VILLAGE OF
 HA1689'HOWELL, GO WEST ON BROADWAY AVENUE FOR 0.3 MILE TO THE INTERSECTION
 HA1689'OF STINSON AVENUE AND THE HOWELL METHODIST CHURCH ON THE
 HA1689'LEFT.  CONTINUE WEST ON BROADWAY AVENUE AND A PAVED ROAD FOR 4.05
 HA1689'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A PAVED
 HA1689'ROAD FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO WESTERLY
 HA1689'ON A PAVED ROAD FOR 0.15 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND
 HA1689'GO SOUTHERLY ON W. FRANKLIN ROAD (PAVED) FOR 1.65 MILES TO A
 HA1689'PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON DIAMOND ROAD
 HA1689'FOR 1.0 MILE TO Y-FORK AND THE STATION ON THE LEFT.
 HA1689'
 HA1689'REFERENCE MARK 1 IS 15 FEET SOUTHEAST OF A TRIPLE-TRUNKED ELM TREE,
 HA1689'13 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE PAVED ROAD, AND
 HA1689'6 FEET WEST OF A 16 INCH ELM TREE.  THE MONUMENT PROJECTS 10 INCHES
 HA1689'AND THE DISK IS STAMPED WELBORN NO 1 1934.
 HA1689'
 HA1689'REFERENCE MARK 2 IS 25 FEET NORTHWEST OF THE CENTER OF Y-INTERSECTION
 HA1689'AND 3 FEET SOUTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 HA1689'16 INCHES AND THE DISK IS STAMPED WELBORN NO 2 1934.
 HA1689'
 HA1689'REFERENCE MARK 3 IS 65 FEET SOUTHWEST OF THE CENTER OF THE
 HA1689'Y-INTERSECTION, 52 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED
 HA1689'ROAD, 51 FEET WEST OF THE CENTERLINE OF THE PRIVATE PAVED ROAD, AND 2
 HA1689'FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 HA1689'THE DISK IS STAMPED WELBORN NO 3 1934.
 HA1689'
 HA1689'THE AZIMUTH MARK IS 19 FEET SOUTH OF A 12 INCH TREE, 10 FEET
 HA1689'NORTHEAST OF THE CENTERLINE OF A PRIVATE PAVED ROAD, AND 3 FEET
 HA1689'NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 10 INCHES AND
 HA1689'THE DISK IS STAMPED WELBORN 1934 AZI.
 HA1689'
 HA1689'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A PRIVATE
 HA1689'PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 HA1689'
 HA1689'***THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION AND
 HA1689'IS ALMOST OBSTRUCTED FROM THE TOP OF THE TOWER.
 HA1689'
 HA1689'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HA1689
 HA1689                          STATION RECOVERY (1967)
 HA1689
 HA1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 HA1689'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND TO
 HA1689'BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TO BE LEANING AND
 HA1689'WAS REMOVED AT THIS TIME.  THE AZIMUTH MARK WAS FOUND TO BE
 HA1689'OBSTRUCTED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 AND 3
 HA1689'CHECKED WITH THE PREVIOUS MEASUREMENT.  THE DIRECTION TO REFERENCE
 HA1689'MARK 1 WAS FOUND TO BE 3 MINUTES AND 1 SECOND LESS THAN THE
 HA1689'PREVIOUS OBSERVATION AND THE DIRECTION TO REFERENCE MARK 3 WAS FOUND
 HA1689'TO BE 2 MINUTES AND 29 SECONDS LESS THAN THE PREVIOUS OBSERVATIONS.
 HA1689'A REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 HA1689'
 HA1689'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 HA1689'
 HA1689'THE STATION IS LOCATED ABOUT 10 MILES EAST OF MT VERNON, 9 MILES
 HA1689'SOUTHWEST OF EVANSVILLE, 6 MILES SOUTHWEST OF HOWELL AND ON
 HA1689'PROPERTY OWNED BY MR. H.B. WALKER.
 HA1689'
 HA1689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND STATE
 HA1689'HIGHWAY 69 IN MT VERNON, GO EAST ON HIGHWAY 62 FOR 8.05 MILES TO A
 HA1689'CROSSROAD.  (SCHUTTE ROAD) TURN RIGHT AND GO SOUTH ON SCHUTTE ROAD
 HA1689'FOR 1.35 MILES TO A T INTERSECTION.  TURN RIGHT AND GO WESTERLY ON
 HA1689'BROADWAY AVENUE FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 HA1689'SOUTHWEST AND SOUTH ON OLD MT VERNON ROAD FOR 0.3 MILE TO A SIDEROAD
 HA1689'LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON FRANKLIN ROAD FOR 1.7 MILES
 HA1689'TO A SIDEROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON SMITH DIAMOND
 HA1689'ROAD FOR 1.05 MILES TO A FORK AND THE STATION ON THE LEFT.
 HA1689'
 HA1689'STATION MARK, STAMPED WELBORN 1934 1960 IS A STANDARD DISK SET IN THE
 HA1689'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE
 HA1689'GROUND SURFACE.  IT IS 72 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 HA1689'32 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD AND 18 FEET WEST OF
 HA1689'AN 8-INCH TREE.
 HA1689'
 HA1689'R.M. NO. 1, STAMPED WELBORN NO 1 1934 IS A STANDARD DISK SET IN THE
 HA1689'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 9 INCHES.  IT IS
 HA1689'16 FEET SOUTHWEST OF A TRIPLE TRUNK TREE, 13 FEET NORTHEAST OF THE
 HA1689'CENTER OF A PAVED ROAD, AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 HA1689'
 HA1689'R.M. NO. 3, STAMPED WELBORN NO 3 1934 IS A STANDARD DISK SET IN THE
 HA1689'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 HA1689'SURFACE.  IT IS 53 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 50 FEET
 HA1689'NORTHWEST OF THE CENTER OF A PAVED ROAD 12 FEET WEST OF A 12-INCH
 HA1689'TREE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 HA1689'
 HA1689'R.M. NO. 4, STAMPED WELBORN NO 4 1934 1967 IS A STANDARD DISK SET IN
 HA1689'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 HA1689'23 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD, 17 FEET WEST OF A
 HA1689'BURIED TELEPHONE CABLE SIGN, 4 FEET NORTHEAST OF A FENCE AND 2.2
 HA1689'FEET SOUTHEAST OF A METAL WITNESS POST.
 HA1689'
 HA1689'AZIMUTH MARK, STAMPED WELBORN 1934 AZI IS A STANDARD DISK SET IN THE
 HA1689'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 9 INCHES.  IT IS 19
 HA1689'FEET SOUTH OF A 20-INCH ELM TREE, 11 FEET NORTHEAST OF THE CENTER OF
 HA1689'A PAVED ROAD AND 3.1 FEET NORTHWEST OF A TELEPHONE POLE.
 HA1689'
 HA1689'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A PAVED
 HA1689'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HA1689'
 HA1689'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HA1689
 HA1689                          STATION RECOVERY (1995)
 HA1689
 HA1689'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1689'MARK NOT FOUND.
 HA1689
 HA1689                          STATION RECOVERY (2008)
 HA1689
 HA1689'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 HA1689'STATION NOT SUITABLE FOR GPS OBSERVATIONS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2312 ***********************************************************************
 HZ2312  DESIGNATION -  WELCOME RESET
 HZ2312  PID         -  HZ2312
 HZ2312  STATE/COUNTY-  IN/JEFFERSON
 HZ2312  COUNTRY     -  US
 HZ2312  USGS QUAD   -  KENT (2019)
 HZ2312
 HZ2312                         *CURRENT SURVEY CONTROL
 HZ2312  ______________________________________________________________________
 HZ2312* NAD 83(1997) POSITION- 38 42 28.25473(N) 085 35 06.26130(W)   ADJUSTED
 HZ2312* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 HZ2312  ______________________________________________________________________
 HZ2312  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 HZ2312  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 HZ2312  HORZ ORDER      -  THIRD
 HZ2312
 HZ2312.The horizontal coordinates were established by classical geodetic methods
 HZ2312.and adjusted by the National Geodetic Survey in May 1999.
 HZ2312
 HZ2312.The orthometric height was scaled from a topographic map.
 HZ2312
 HZ2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2312.GEOID18 height accuracy estimate available here.
 HZ2312
 HZ2312.Click photographs - Photos may exist for this station.
 HZ2312
 HZ2312.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2312
 HZ2312. The following values were computed from the NAD 83(1997) position.
 HZ2312
 HZ2312;                    North         East     Units Scale Factor Converg.
 HZ2312;SPC IN E     -   384,068.012   107,096.941   MT  0.99996729   +0 03 03.7
 HZ2312;SPC IN E     - 1,260,063.14    351,367.21   sFT  0.99996729   +0 03 03.7
 HZ2312;SPC KY1Z     - 1,263,552.796 1,514,345.774   MT  1.00001019   +0 06 04.5
 HZ2312;SPC KY1Z     - 4,145,506.13  4,968,316.09   sFT  1.00001019   +0 06 04.5
 HZ2312;SPC KY N     -   134,910.967   383,880.819   MT  0.99997087   -0 49 49.8
 HZ2312;SPC KY N     -   442,620.40  1,259,448.99   sFT  0.99997087   -0 49 49.8
 HZ2312;UTM  16      - 4,285,307.094   623,026.049   MT  0.99978638   +0 53 05.8
 HZ2312
 HZ2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2312!SPC IN E     -   0.99997019  x   0.99996729  =   0.99993748
 HZ2312!SPC KY1Z     -   0.99997019  x   1.00001019  =   0.99998038
 HZ2312!SPC KY N     -   0.99997019  x   0.99997087  =   0.99994106
 HZ2312!UTM  16      -   0.99997019  x   0.99978638  =   0.99975658
 HZ2312
 HZ2312:                Primary Azimuth Mark                     Grid Az
 HZ2312:SPC IN E     -  WELCOME AZ MK                            086 49 52.4
 HZ2312:SPC KY1Z     -  WELCOME AZ MK                            086 46 51.6
 HZ2312:SPC KY N     -  WELCOME AZ MK                            087 42 45.9
 HZ2312:UTM  16      -  WELCOME AZ MK                            085 59 50.3
 HZ2312
 HZ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2302685307(NAD 83)
 HZ2312
 HZ2312|---------------------------------------------------------------------|
 HZ2312| PID    Reference Object                     Distance      Geod. Az  |
 HZ2312|                                                           dddmmss.s |
 HZ2312| CG9401 WELCOME RM 1                         24.811 METERS 08027     |
 HZ2312| CG9400 WELCOME AZ MK                                      0865256.1 |
 HZ2312| CG9402 WELCOME RM 2                         27.319 METERS 20007     |
 HZ2312| CG9404 WELCOME RM 4                         26.298 METERS 20058     |
 HZ2312| CG9403 WELCOME RM 3                         10.599 METERS 31623     |
 HZ2312|---------------------------------------------------------------------|
 HZ2312
 HZ2312                          SUPERSEDED SURVEY CONTROL
 HZ2312
 HZ2312  NAD 83(1995)-  38 42 28.25519(N)    085 35 06.25791(W) AD(       ) 3
 HZ2312  NAD 83(1993)-  38 42 28.25531(N)    085 35 06.25824(W) AD(       ) 3
 HZ2312  NAD 83(1986)-  38 42 28.25653(N)    085 35 06.26398(W) AD(       ) 3
 HZ2312  NAD 27      -  38 42 28.04400(N)    085 35 06.39700(W) AD(       ) 3
 HZ2312
 HZ2312.Superseded values are not recommended for survey control.
 HZ2312
 HZ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2312.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2312
 HZ2312_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2312_STAMPING: WELCOME 1947 1976
 HZ2312_MARK LOGO: NGS
 HZ2312_PROJECTION: RECESSED 3 CENTIMETERS
 HZ2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2312+STABILITY: SURFACE MOTION
 HZ2312
 HZ2312  HISTORY     - Date     Condition        Report By
 HZ2312  HISTORY     - 1947     MONUMENTED       CGS
 HZ2312  HISTORY     - 1976     SEE DESCRIPTION  NGS
 HZ2312  HISTORY     - 1977     GOOD             BRADY
 HZ2312
 HZ2312                          STATION DESCRIPTION
 HZ2312
 HZ2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2312'STATION IS 6.0 MILES WEST FROM KYLES RESTAURANT IN HANOVER, 3.1
 HZ2312'MILES WEST FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 62, IN
 HZ2312'THE NORTHWEST CORNER OF A LARGE FIELD OWNED BY RUSSELL GRAY, 256 FEET
 HZ2312'WEST-NORTHWEST OF A CHURCH CALLED THE TABERNACLE, 52 FEET SOUTH
 HZ2312'OF THE CENTERLINE OF STATE HIGHWAY 56, 48 FEET EAST OF THE
 HZ2312'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 16 FEET
 HZ2312'SOUTH-SOUTHEAST OF AN UNPAINTED WITNESS POST. THE MARK IS FLUSH WITH
 HZ2312'THE GROUND, AND THE DISK IS STAMPED WELCOME 1947.
 HZ2312'
 HZ2312'REFERENCE MARK NO. 1 IS 81.40 FEET EAST OF THE STATION AND 6 INCHES
 HZ2312'SOUTH OF THE NORTH FENCE OF THE FIELD. THE MARK PROJECTS 8
 HZ2312'INCHES, AND THE DISK IS STAMPED WELCOME NO 1 1947.
 HZ2312'
 HZ2312'REFERENCE MARK NO. 2 IS 89.63 FEET SOUTHWEST OF THE STATION AND 2
 HZ2312'FEET EAST OF THE WEST FENCE OF THE FIELD. THE MARK PROJECTS 8
 HZ2312'INCHES, AND THE DISK IS STAMPED WELCOME NO 2 1947.
 HZ2312'
 HZ2312'AZIMUTH MARK IS 0.4 MILE EAST-SOUTHEAST OF THE STATION, 32 FEET
 HZ2312'NORTH OF THE CENTERLINE OF STATE HIGHWAY 56, AND 2 FEET WEST
 HZ2312'OF AN UNPAINTED WITNESS POST. THE MARK PROJECTS 8 INCHES, AND THE
 HZ2312'DISK IS STAMPED WELCOME 1947.
 HZ2312'
 HZ2312'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HZ2312
 HZ2312                          STATION RECOVERY (1976)
 HZ2312
 HZ2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HZ2312'THE STATION MARK WAS FOUND OUT OF THE GROUND, REFERENCE MARK 1 WAS
 HZ2312'DESTROYED ALSO.  REFERENCE MARK 2 HAD BEEN HIT AND LEANING TO THE
 HZ2312'WEST.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  A NEW STATION
 HZ2312'SURFACE MARK WAS SET.  REFERENCE MARK 2 WAS USED FOR REFERENCE
 HZ2312'MARK 4 THE DISK WAS RESTAMPED.  REFERENCE MARK 3 WAS ALSO SET.  NO
 HZ2312'MEASUREMENT COULD BE MADE FROM REFERENCE MARK 3 TO REFERENCE
 HZ2312'MARK 4 AS TO THE POSITION OF REFERENCE MARK 3 DOWN IN A DITCH.
 HZ2312'
 HZ2312'THE STATION IS LOCATED ABOUT 6 MILES WEST OF HANOVER, IN THE
 HZ2312'NORTHWEST CORNER OF THE JEFFERSON COUNTY HOLINESS TABERNACLE GROUNDS
 HZ2312'AND IN THE SOUTHEAST ANGLE OF STATE HIGHWAY 56 AND COUNTY ROAD
 HZ2312'1066W.  IT IS 52 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 124 FEET
 HZ2312'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE, 48 FEET
 HZ2312'EAST OF CENTERLINE OF THE ROAD 28.5 FEET NORTHEAST OF A
 HZ2312'TELEPHONE POLE.  THE MONUMENT IS UNDERGROUND 1-INCH AND THE DISK
 HZ2312'STAMPED WELCOME 1947 1976.
 HZ2312'
 HZ2312'REFERENCE MARK 3 IS 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HZ2312'25 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD.  THE DISK IS
 HZ2312'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT AND
 HZ2312'IS STAMPED WELCOME 1947 NO 3 1976.
 HZ2312'
 HZ2312'REFERENCE MARK 4 IS 105 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 HZ2312'71 FEET SOUTH OF THE TELEPHONE POLE AND 17 FEET EAST OF THE
 HZ2312'CENTERLINE OF THE COUNTY ROAD.  THE MONUMENT PROJECTS 6 INCHES AND
 HZ2312'THE DISK STAMPED WELCOME 1947 NO 4 1976.  (THE MONUMENT IS LEANING
 HZ2312'SLIGHTLY TO THE WEST).
 HZ2312'
 HZ2312'THE AZIMUTH MARK IS 138 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 32
 HZ2312'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 9 FEET SOUTH
 HZ2312'OF A FENCELINE.  IT IS 0.4 MILE EAST OF THE STATION.
 HZ2312'
 HZ2312'THE 1947 TO REACH IS ADEQUATE.
 HZ2312'
 HZ2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 HZ2312'HANOVER.
 HZ2312'
 HZ2312'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HZ2312
 HZ2312                          STATION RECOVERY (1977)
 HZ2312
 HZ2312'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (JJ)
 HZ2312'WELCOME 1947/1976 RECOVERED GOOD.
 HZ2312'
 HZ2312'WELCOME 1947 (AZMK) RECOVERED GOOD.
 HZ2312'
 HZ2312'WELCOME NO 3 1947/1976 RECOVERED GOOD.
 HZ2312'
 HZ2312'WELCOME NO 4 1947/1976 RECOVERED GOOD.
 HZ2312'
 HZ2312'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES W. OF HANOVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2004 ***********************************************************************
 LA2004  DESIGNATION -  WELLS CO GAME FARM LOT
 LA2004  PID         -  LA2004
 LA2004  STATE/COUNTY-  IN/WELLS
 LA2004  COUNTRY     -  US
 LA2004  USGS QUAD   -  LINN GROVE (2019)
 LA2004
 LA2004                         *CURRENT SURVEY CONTROL
 LA2004  ______________________________________________________________________
 LA2004* NAD 83(1997) POSITION- 40 43 22.25423(N) 085 06 23.40827(W)   ADJUSTED
 LA2004  ______________________________________________________________________
 LA2004  GEOID HEIGHT    -        -33.745 (meters)                     GEOID18
 LA2004  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 LA2004  HORZ ORDER      -  THIRD
 LA2004
 LA2004.The horizontal coordinates were established by classical geodetic methods
 LA2004.and adjusted by the National Geodetic Survey in May 1999.
 LA2004
 LA2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2004.GEOID18 height accuracy estimate available here.
 LA2004
 LA2004.Click photographs - Photos may exist for this station.
 LA2004
 LA2004.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2004
 LA2004. The following values were computed from the NAD 83(1997) position.
 LA2004
 LA2004;                    North         East     Units Scale Factor Converg.
 LA2004;SPC IN E     -   607,932.125   147,324.933   MT  0.99999422   +0 21 55.7
 LA2004;SPC IN E     - 1,994,523.98    483,348.55   sFT  0.99999422   +0 21 55.7
 LA2004;UTM  16      - 4,509,715.608   659,915.628   MT  0.99991477   +1 14 08.1
 LA2004
 LA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5991509715(NAD 83)
 LA2004
 LA2004                          SUPERSEDED SURVEY CONTROL
 LA2004
 LA2004  NAD 83(1995)-  40 43 22.25452(N)    085 06 23.41204(W) AD(       ) 3
 LA2004  NAD 83(1986)-  40 43 22.25658(N)    085 06 23.42363(W) AD(       ) 3
 LA2004  NAD 27      -  40 43 22.09100(N)    085 06 23.52700(W) AD(       ) 3
 LA2004
 LA2004.Superseded values are not recommended for survey control.
 LA2004
 LA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2004.See file dsdata.pdf to determine how the superseded data were derived.
 LA2004
 LA2004_MARKER: 57 = LOOKOUT TOWER
 LA2004
 LA2004  HISTORY     - Date     Condition        Report By
 LA2004  HISTORY     - 1955     FIRST OBSERVED   CGS
 LA2004  HISTORY     - 1964     GOOD             CGS
 LA2004
 LA2004                          STATION DESCRIPTION
 LA2004
 LA2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2004'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF CRAIGSVILLE,
 LA2004'4 MILES EAST OF BLUFFTON,
 LA2004'AND NEAR THE NORTH EDGE OF THE WELLS COUNTY GAME FARM.
 LA2004'
 LA2004'IT IS A FOUR LEGGED STEEL STRUCTURE WITH A CLOSED IN CAGE ON TOP.
 LA2004'THE POINT OBSERVED WAS
 LA2004'THE APEX OF THE TOWER.
 LA2004
 LA2004                          STATION RECOVERY (1964)
 LA2004
 LA2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2004'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED
 LA2004'THO THE GAME FARM HAS BEEN DISCONTINUED AND THE GAME FARM AREA IS
 LA2004'NOW PART OF QUABACHE STATE PARK.
 LA2004'
 LA2004'ABOUT 3-3/4 MILES AIR LINE ESE OF THE COURTHOUSE IN BLUFFTON OR TO
 LA2004'REACH THEREFROM, GO 0.2 MILE N ALONG NO. 1 INDIANA HWY. FROM THE
 LA2004'COURTHOUSE, THENCE 0.85 MILE ELY ALONG NO. 124 IND. HWY. AND TURN
 LA2004'RIGHT, THENCE 1.9 MILES SELY AND TAKE LEFT FORK, THENCE 0.75 MILE
 LA2004'E ON NO. 216 IND. HWY. AND TURN RIGHT, THENCE 0.6 MILE SLY AND ELY
 LA2004'AND INTO QUABACHE STATE PARK AND THE STATION ON THE RIGHT, ON
 LA2004'TOP OF KNOLL AN ESTIMATED 0.1 MILE N OF N SHORE OF LAKE AND JUST
 LA2004'S OF THE ASPHALT ROAD, A FOUR-LEGGED STEEL LOOKOUT TOWER, AN
 LA2004'ESTIMATED 75 FEET HIGH, WITH PYRAMIDAL ROOF, APPARENTLY NOW NOT
 LA2004'USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2042 ***********************************************************************
 JA2042  DESIGNATION -  WENDELLS
 JA2042  PID         -  JA2042
 JA2042  STATE/COUNTY-  IN/POSEY
 JA2042  COUNTRY     -  US
 JA2042  USGS QUAD   -  KASSON (2019)
 JA2042
 JA2042                         *CURRENT SURVEY CONTROL
 JA2042  ______________________________________________________________________
 JA2042* NAD 83(1997) POSITION- 38 06 07.83378(N) 087 41 58.57986(W)   ADJUSTED
 JA2042* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 JA2042  ______________________________________________________________________
 JA2042  GEOID HEIGHT    -        -31.060 (meters)                     GEOID18
 JA2042  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 JA2042  HORZ ORDER      -  SECOND
 JA2042
 JA2042.The horizontal coordinates were established by classical geodetic methods
 JA2042.and adjusted by the National Geodetic Survey in May 1999.
 JA2042
 JA2042.The orthometric height was scaled from a topographic map.
 JA2042
 JA2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2042.GEOID18 height accuracy estimate available here.
 JA2042
 JA2042.Click photographs - Photos may exist for this station.
 JA2042
 JA2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2042
 JA2042. The following values were computed from the NAD 83(1997) position.
 JA2042
 JA2042;                    North         East     Units Scale Factor Converg.
 JA2042;SPC IN W     -   317,014.308   845,948.036   MT  1.00000264   -0 22 49.0
 JA2042;SPC IN W     - 1,040,071.11  2,775,414.51   sFT  1.00000264   -0 22 49.0
 JA2042;UTM  16      - 4,217,382.852   438,661.459   MT  0.99964634   -0 25 54.2
 JA2042
 JA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2042!SPC IN W     -   0.99997790  x   1.00000264  =   0.99998054
 JA2042!UTM  16      -   0.99997790  x   0.99964634  =   0.99962425
 JA2042
 JA2042:                Primary Azimuth Mark                     Grid Az
 JA2042:SPC IN W     -  WENDELLS AZ MK                           282 16 34.8
 JA2042:UTM  16      -  WENDELLS AZ MK                           282 19 40.0
 JA2042
 JA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3866117382(NAD 83)
 JA2042
 JA2042|---------------------------------------------------------------------|
 JA2042| PID    Reference Object                     Distance      Geod. Az  |
 JA2042|                                                           dddmmss.s |
 JA2042| CG9406 WENDELLS RM 1                        28.385 METERS 00837     |
 JA2042| CG9408 WENDELLS RM 3                        23.465 METERS 23621     |
 JA2042| CG9407 WENDELLS RM 2                        29.383 METERS 24414     |
 JA2042| CG9409 WENDELLS RM 3 RESET                  11.905 METERS 24650     |
 JA2042| CG9405 WENDELLS AZ MK                                     2815345.8 |
 JA2042|---------------------------------------------------------------------|
 JA2042
 JA2042                          SUPERSEDED SURVEY CONTROL
 JA2042
 JA2042  NAD 83(1993)-  38 06 07.83958(N)    087 41 58.57884(W) AD(       ) 2
 JA2042  NAD 83(1986)-  38 06 07.84307(N)    087 41 58.58132(W) AD(       ) 2
 JA2042  NAD 27      -  38 06 07.68475(N)    087 41 58.49113(W) AD(       ) 2
 JA2042
 JA2042.Superseded values are not recommended for survey control.
 JA2042
 JA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2042.See file dsdata.pdf to determine how the superseded data were derived.
 JA2042
 JA2042_MARKER: DS = TRIANGULATION STATION DISK
 JA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2042_STAMPING: WENDELLS 1967
 JA2042_MARK LOGO: CGS
 JA2042_PROJECTION: FLUSH
 JA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2042+STABILITY: SURFACE MOTION
 JA2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA2042+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 JA2042
 JA2042  HISTORY     - Date     Condition        Report By
 JA2042  HISTORY     - 1967     MONUMENTED       CGS
 JA2042  HISTORY     - 1973     GOOD             NGS
 JA2042  HISTORY     - 1975     GOOD             NGS
 JA2042  HISTORY     - 20080620 GOOD             SEC
 JA2042
 JA2042                          STATION DESCRIPTION
 JA2042
 JA2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2042'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WADESVILLE, 5.5 MILES
 JA2042'SOUTH OF CYNTHIANA, ON THE SOUTHWEST EDGE OF ST WENDELLS AND ON
 JA2042'PROPERTY OWNED BY MRS DELORES GLASER.
 JA2042'
 JA2042'TO REACH THE STATION FROM THE ST WENDELLS CATHOLIC CHURCH IN THE SMALL
 JA2042'TOWN OF ST WENDELLS GO SOUTHEAST AND SOUTH ON A PAVED STREET FOR 0.3
 JA2042'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 JA2042'0.1 MILE TO A DIM DRIVEWAY LEFT.  TURN LEFT AND FOLLOW THE DIM
 JA2042'DRIVEWAY FOR 0.05 MILE TO A FENCE CORNER AND THE STATION AS DESCRIBED.
 JA2042'
 JA2042'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2042'
 JA2042'STATION MARK, STAMPED WENDELLS 1967 IS SET FLUSH WITH THE GROUND
 JA2042'SURFACE.  IT IS 14 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD BARN
 JA2042'AND 12.6 FEET WEST OF A FENCE.
 JA2042'
 JA2042'RM NO 1, STAMPED WENDELLS NO 1 1967 PROJECTS 2 INCHES.  IT IS 6.5 FEET
 JA2042'EAST OF THE CENTER OF THE DIM DRIVEWAY AND 1 FOOT WEST OF A FENCE.
 JA2042'
 JA2042'RM NO 2, STAMPED WENDELLS NO 2 1967 PROJECTS 3 INCHES.  IT IS 65 FEET
 JA2042'WEST OF THE SOUTHWEST CORNER OF THE BARN AND 1 FOOT NORTH OF THE
 JA2042'FENCE.
 JA2042'
 JA2042'AZIMUTH MARK, STAMPED WENDELLS 1967 IS SET FLUSH WITH THE GROUND
 JA2042'SURFACE.  IT IS 19 FEET NORTH OF THE CENTER OF A PAVED ROAD, 2.5 FEET
 JA2042'SOUTHEAST OF A UTILITY POLE AND 1.4 FEET WEST OF A METAL WITNESS POST.
 JA2042'
 JA2042'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE DIM DRIVEWAY, GO
 JA2042'WEST ON THE PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 JA2042'
 JA2042'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA2042
 JA2042                          STATION RECOVERY (1973)
 JA2042
 JA2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JA2042'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JA2042'GOOD CONDITION AFTER A LONG SEARCH.  THE ENTIRE AREA OF THE STATION
 JA2042'MARK IS NOW A HOUSING DEVELOPMENT.  REFERENCE MARK 2 WAS FOUND
 JA2042'UPROOTED AND THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS SET.  THE
 JA2042'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 JA2042'FOLLOWS--
 JA2042'
 JA2042'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WADESVILLE, AT THE
 JA2042'SOUTHWEST EDGE OF ST. WENDELLS, ON THE PROPERTY OF MR. JOHN ELPERS, 1
 JA2042'FOOT SOUTH OF A METAL WITNESS POST, 20 FEET NORTHWEST OF A POWER POLE,
 JA2042'68 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 44 FEET
 JA2042'NORTH OF A 20 INCH ELM TREE, 273 FEET SOUTH OF THE CENTERLINE OF PAVED
 JA2042'ROAD AND 149 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD.  THE
 JA2042'MONUMENT IS FLUSH AND THE DISK IS STAMPED WENDELLS 1967.
 JA2042'
 JA2042'TO REACH THE STATION FROM THE ST. WENDELLS CATHOLIC CHURCH AT THE
 JA2042'NORTH EDGE OF ST. WENDELLS, GO SOUTHEAST AND SOUTH ON PAVED STREET FOR
 JA2042'0.3 MILE TO A PAVED ROAD RIGHT (WADESVILLE RD.)  TURN RIGHT AND GO
 JA2042'WEST ON THE PAVED ROAD FOR 0.1 MILE TO A GRAVELED ROAD LEFT AND THE
 JA2042'STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON THE PAVED ROAD FOR
 JA2042'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA2042'
 JA2042'REFERENCE MARK 1 IS 109 FEET NORTH OF THE POWER POLE, 18 FEET
 JA2042'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL UTILITY BUILDING,
 JA2042'84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND 180
 JA2042'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS FLUSH
 JA2042'AND THE DISK IS STAMPED WENDELLS NO 1 1967.
 JA2042'
 JA2042'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WENDELLS 1967 NO 3 1973
 JA2042'SET IN A DRILL HOLE IN THE TOP AND NORTHEAST CORNER OF A 3 X 3 FOOT
 JA2042'CONCRETE SLAB, 79 FEET SOUTHWEST OF A POWER POLE, 78 FEET NORTHWEST OF
 JA2042'THE SOUTHWEST CORNER OF HOUSE AND 65 FEET WEST OF THE ELM TREE.
 JA2042'
 JA2042'THE AZIMUTH MARK IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2
 JA2042'STORY FRAME HOUSE, 19 FEET SOUTH THE THE CENTERLINE OF THE PAVED ROAD,
 JA2042'3 FEET SOUTHEAST OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 JA2042'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WENDELLS 1967.
 JA2042'
 JA2042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ST. WENDELLS.
 JA2042'
 JA2042'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JA2042
 JA2042                          STATION RECOVERY (1975)
 JA2042
 JA2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JA2042'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 JA2042'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED AND REFERENCE MARK 3
 JA2042'WAS SET.  THE AZIMUTH MARK IS EXPOSED ON THE NORTH SIDE AS ROAD WORK
 JA2042'IN THE AREA HAS NOW LEFT THE MARK ABOUT IN THE ROAD DITCH.  THE AREA
 JA2042'WHERE THE STATION MARK IS LOCATED IS NOW A HOUSING PROJECT WITH MANY
 JA2042'NEW AND LARGE HOMES MAKING IT IMPOSSIBLE TO SEE OUT TO SET A NEW
 JA2042'AZIMUTH MARK OR TO SEE THE INTERSECTION STATION MENTIONED IN 1967.
 JA2042'THE STATION IS ON THE SOUTHEAST EDGE OF PROPERTY OWNED BY MR. ALBERT
 JA2042'SCHNEIDER WHO LIVES AT THE SITE.  IT IS 150 FEET WEST OF THE
 JA2042'CENTERLINE OF A GRAVELED ROAD, 69 FEET NORTHWEST OF THE NORTH CORNER
 JA2042'OF A BRICK HOUSE, 43 FEET NORTH OF A 30 INCH TREE, 21 FEET NORTHWEST
 JA2042'OF A POWER POLE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  THE
 JA2042'MONUMENT IS FLUSH AND THE DISK STAMPED WENDELLS 1967.
 JA2042'
 JA2042'REFERENCE MARK 1 IS 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR.
 JA2042'SCHNEIDERS HOUSE, 110 FEET NORTH OF A POWER POLE AND 18 FEET SOUTHWEST
 JA2042'OF THE SOUTHWEST CORNER OF A SMALL UTILITY SHED.  THE MONUMENT IS
 JA2042'FLUSH AND THE DISK STAMPED WENDELLS NO 1 1967.
 JA2042'
 JA2042'REFERENCE MARK 3 IS 45 FEET NORTHWEST OF THE 30 INCH TREE, 44 FEET
 JA2042'WEST OF A POWER POLE AND 36 FEET SOUTHWEST OF THE METAL WITNESS POST.
 JA2042'THE MONUMENT IS A 3 FOOT ALUMINUM PRE-CAST MONUMENT AND THE DISK
 JA2042'STAMPED WENDELLS 1967 NO 3 1975.
 JA2042'
 JA2042'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD,
 JA2042'6 FEET EAST OF POWER POLE 75/83 AND 3 FEET NORTHEAST OF A TELEPHONE
 JA2042'WARNING POST.  THE MONUMENT IF FLUSH WITH THE NORTH SIDE EXPOSED AND
 JA2042'THE DISK STAMPED WENDELLS 1967.
 JA2042'
 JA2042'TO REACH THE STATION FROM THE ST. WENDELLS CATHOLIC CHURCH IN THE
 JA2042'VILLAGE OF ST. WENDELLS, GO SOUTHEAST ON A PAVED ROAD FOR 0.3 MILE TO
 JA2042'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1
 JA2042'MILE TO GRAVELED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE ROAD FOR
 JA2042'0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JA2042'
 JA2042'TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD MENTIONED ABOVE, GO
 JA2042'WEST ON THE PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT SOUTH SIDE
 JA2042'OF THE ROAD.
 JA2042'
 JA2042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTHWEST
 JA2042'EDGE OF ST. WENDELLS.
 JA2042
 JA2042                          STATION RECOVERY (2008)
 JA2042
 JA2042'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2008 (CTE)
 JA2042'STATION NOT SUITABLE FOR GPS OBSERVATIONS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2403 ***********************************************************************
 ME2403  DESIGNATION -  WERNER
 ME2403  PID         -  ME2403
 ME2403  STATE/COUNTY-  IN/LA PORTE
 ME2403  COUNTRY     -  US
 ME2403  USGS QUAD   -  WANATAH (2019)
 ME2403
 ME2403                         *CURRENT SURVEY CONTROL
 ME2403  ______________________________________________________________________
 ME2403* NAD 83(1997) POSITION- 41 22 31.84923(N) 086 53 29.41438(W)   ADJUSTED
 ME2403* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) SCALED
 ME2403  ______________________________________________________________________
 ME2403  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 ME2403  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 ME2403  HORZ ORDER      -  SECOND
 ME2403
 ME2403.The horizontal coordinates were established by classical geodetic methods
 ME2403.and adjusted by the National Geodetic Survey in May 1999.
 ME2403
 ME2403.The orthometric height was scaled from a topographic map.
 ME2403
 ME2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2403.GEOID18 height accuracy estimate available here.
 ME2403
 ME2403.Click photographs - Photos may exist for this station.
 ME2403
 ME2403.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2403
 ME2403. The following values were computed from the NAD 83(1997) position.
 ME2403
 ME2403;                    North         East     Units Scale Factor Converg.
 ME2403;SPC IN W     -   680,278.187   916,047.118   MT  0.99996983   +0 07 36.5
 ME2403;SPC IN W     - 2,231,879.35  3,005,397.92   sFT  0.99996983   +0 07 36.5
 ME2403;UTM  16      - 4,580,449.683   509,072.697   MT  0.99960101   +0 04 18.2
 ME2403
 ME2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2403!SPC IN W     -   0.99997176  x   0.99996983  =   0.99994159
 ME2403!UTM  16      -   0.99997176  x   0.99960101  =   0.99957278
 ME2403
 ME2403:                Primary Azimuth Mark                     Grid Az
 ME2403:SPC IN W     -  WERNER AZ MK                             183 44 05.3
 ME2403:UTM  16      -  WERNER AZ MK                             183 47 23.6
 ME2403
 ME2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0907280449(NAD 83)
 ME2403
 ME2403|---------------------------------------------------------------------|
 ME2403| PID    Reference Object                     Distance      Geod. Az  |
 ME2403|                                                           dddmmss.s |
 ME2403| CM3954 WERNER RM 1                          27.237 METERS 11827     |
 ME2403| CM3953 WERNER AZ MK                                       1835141.8 |
 ME2403| CM3955 WERNER RM 2                          22.839 METERS 19259     |
 ME2403| ME0586 F 143                                 8.510 METERS 31001     |
 ME2403|---------------------------------------------------------------------|
 ME2403
 ME2403                          SUPERSEDED SURVEY CONTROL
 ME2403
 ME2403  NAD 83(1986)-  41 22 31.85358(N)    086 53 29.41992(W) AD(       ) 2
 ME2403  NAD 27      -  41 22 31.70500(N)    086 53 29.33420(W) AD(       ) 2
 ME2403
 ME2403.Superseded values are not recommended for survey control.
 ME2403
 ME2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2403.See file dsdata.pdf to determine how the superseded data were derived.
 ME2403
 ME2403_MARKER: DS = TRIANGULATION STATION DISK
 ME2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2403_STAMPING: WERNER 1948
 ME2403_MARK LOGO: CGS
 ME2403_PROJECTION: RECESSED 25 CENTIMETERS
 ME2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2403+STABILITY: SURFACE MOTION
 ME2403
 ME2403  HISTORY     - Date     Condition        Report By
 ME2403  HISTORY     - 1948     MONUMENTED       CGS
 ME2403  HISTORY     - 1988     GOOD             USPSQD
 ME2403
 ME2403                          STATION DESCRIPTION
 ME2403
 ME2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2403'STATION IS LOCATED 4 MILES NORTH OF LA CROSSE ON PROPERTY OWNED BY MR.
 ME2403'ALBERT H.  WERNER.  IT IS 61 FEET SOUTHEAST OF THE INTERSECTION OF
 ME2403'STATE HIGHWAY NO. 43 AND CROSSROAD, 39 FEET SOUTH OF THE CENTER OF
 ME2403'PAVED ROAD, 47 FEET EAST OF THE CENTER OF HIGHWAY AND 17 FEET EAST OF
 ME2403'A WHITE WITNESS POST.  THE MARK IS UNDERGROUND 10 INCHES AND THE DISK
 ME2403'IS STAMPED WERNER 1948.
 ME2403'
 ME2403'REFERENCE MARK NO. 1 IS 89.36 FEET SOUTHEAST OF THE STATION.  IT IS 1
 ME2403'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2403'STAMPED WERNER NO 1 1948.
 ME2403'
 ME2403'REFERENCE MARK NO. 2 IS 74. 93 FEET SOUTHWEST OF THE STATION.  IT IS
 ME2403'31 FEET EAST OF THE CENTER OF HIGHWAY, 10 FEET SOUTH OF A TELEPHONE
 ME2403'POLE AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND
 ME2403'THE DISK IS STAMPED WERNER NO 2 1948.
 ME2403'
 ME2403'F 143 (USC AND GS) BM IS 27.92 FEET NORTHWEST OF THE STATION.  IT IS
 ME2403'34 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY NO. 43 AND
 ME2403'CROSSROAD, 20 FEET SOUTH OF THE CENTER OF PAVED ROAD AND 25 FEET EAST
 ME2403'OF THE CENTER OF HIGHWAY.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 ME2403'THE CONCRETE ABUTMENT OF A CULVERT.  THE DISK IS A STANDARD USC AND GS
 ME2403'BM BRONZE DISK STAMPED F 143 1946.
 ME2403'
 ME2403'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 30 FEET WEST OF
 ME2403'THE CENTER OF HIGHWAY, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 ME2403'EAST OF A FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 ME2403'STAMPED WERNER 1948.
 ME2403'
 ME2403'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NO. 43
 ME2403'AND NO. 8 IN LA CROSSE GO NORTH ON STATE HIGHWAY NO. 43 FOR 3.75 MILE
 ME2403'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.25 MILE TO A CROSSROAD
 ME2403'AND THE STATION IN THE SOUTHEAST ANGLE.
 ME2403'
 ME2403'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2403
 ME2403                          STATION RECOVERY (1988)
 ME2403
 ME2403'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1755 ***********************************************************************
 JA1755  DESIGNATION -  WESLEY
 JA1755  PID         -  JA1755
 JA1755  STATE/COUNTY-  IN/HARRISON
 JA1755  COUNTRY     -  US
 JA1755  USGS QUAD   -  MAUCKPORT (2019)
 JA1755
 JA1755                         *CURRENT SURVEY CONTROL
 JA1755  ______________________________________________________________________
 JA1755* NAD 83(1997) POSITION- 38 05 00.81926(N) 086 14 17.08894(W)   ADJUSTED
 JA1755* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 JA1755  ______________________________________________________________________
 JA1755  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 JA1755  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 JA1755  HORZ ORDER      -  SECOND
 JA1755
 JA1755.The horizontal coordinates were established by classical geodetic methods
 JA1755.and adjusted by the National Geodetic Survey in May 1999.
 JA1755
 JA1755.The orthometric height was scaled from a topographic map.
 JA1755
 JA1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1755.GEOID18 height accuracy estimate available here.
 JA1755
 JA1755.Click photographs - Photos may exist for this station.
 JA1755
 JA1755.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1755
 JA1755. The following values were computed from the NAD 83(1997) position.
 JA1755
 JA1755;                    North         East     Units Scale Factor Converg.
 JA1755;SPC IN E     -   314,922.940    49,869.810   MT  0.99999761   -0 21 08.9
 JA1755;SPC IN E     - 1,033,209.68    163,614.53   sFT  0.99999761   -0 21 08.9
 JA1755;UTM  16      - 4,215,360.387   566,819.017   MT  0.99965499   +0 28 11.9
 JA1755
 JA1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1755!SPC IN E     -   0.99996895  x   0.99999761  =   0.99996656
 JA1755!UTM  16      -   0.99996895  x   0.99965499  =   0.99962395
 JA1755
 JA1755:                Primary Azimuth Mark                     Grid Az
 JA1755:SPC IN E     -  WESLEY AZ MK                             165 36 46.0
 JA1755:UTM  16      -  WESLEY AZ MK                             164 47 25.2
 JA1755
 JA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6681915360(NAD 83)
 JA1755
 JA1755|---------------------------------------------------------------------|
 JA1755| PID    Reference Object                     Distance      Geod. Az  |
 JA1755|                                                           dddmmss.s |
 JA1755| CG9411 WESLEY RM 1                          33.833 METERS 01146     |
 JA1755| CG9410 WESLEY AZ MK                                       1651537.1 |
 JA1755| JA1756 W 23                                 27.267 METERS 23016     |
 JA1755|---------------------------------------------------------------------|
 JA1755
 JA1755                          SUPERSEDED SURVEY CONTROL
 JA1755
 JA1755  NAD 83(1993)-  38 05 00.82000(N)    086 14 17.09072(W) AD(       ) 2
 JA1755  NAD 83(1986)-  38 05 00.82528(N)    086 14 17.09499(W) AD(       ) 2
 JA1755  NAD 27      -  38 05 00.57400(N)    086 14 17.20300(W) AD(       ) 2
 JA1755
 JA1755.Superseded values are not recommended for survey control.
 JA1755
 JA1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1755.See file dsdata.pdf to determine how the superseded data were derived.
 JA1755
 JA1755_MARKER: DS = TRIANGULATION STATION DISK
 JA1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1755_STAMPING: WESLEY 1947
 JA1755_MARK LOGO: CGS
 JA1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1755+STABILITY: SURFACE MOTION
 JA1755
 JA1755  HISTORY     - Date     Condition        Report By
 JA1755  HISTORY     - 1947     MONUMENTED       CGS
 JA1755
 JA1755                          STATION DESCRIPTION
 JA1755
 JA1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 JA1755'THE STATION IS IN THE FRONT YARD OF WESLEY CHAPEL, ABOUT 4 MILES
 JA1755'WEST-SOUTHWEST OF CENTRAL, ABOUT 1 MILE SOUTHWEST OF VALLEY CITY,
 JA1755'112 FEET SOUTH OF THE SOUTH FENCE OF A CEMETERY, 96 FEET NORTHEAST
 JA1755'OF THE FRONT DOOR OF THE CHAPEL, AND 4 FEET NORTHWEST OF A WHITE
 JA1755'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JA1755'STAMPED WESLEY 1947.
 JA1755'
 JA1755'REFERENCE MARK NO. 1 IS 111.00 FEET NORTH OF THE STATION AND 1 FOOT
 JA1755'SOUTH OF THE SOUTH FENCE OF CEMETERY.  THE MARK PROJECTS 6 INCHES,
 JA1755'AND THE DISK IS STAMPED WESLEY NO 3 1947.
 JA1755'
 JA1755'W 23 U.S.G.S. IS 89.46 FEET SOUTHWEST OF THE STATION AND IS SET
 JA1755'FLUSH IN THE BOTTOM CONCRETE FRONT STEP OF THE CHAPEL.  THE DISK IS
 JA1755'STAMPED W 23 784 1937.
 JA1755'
 JA1755'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION, 120 FEET
 JA1755'WEST OF THE WEST SIDE OF A BARN, 9 FEET NORTH OF A LANE, AND 2 FEET
 JA1755'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND
 JA1755'THE DISK IS STAMPED WESLEY 1947.
 JA1755'
 JA1755'TO REACH FROM THE ROAD INTERSECTION IN VALLEY CITY, GO WEST ON PAVED
 JA1755'ROAD FOR 1.0 MILE TO A GRAVELED SIDE ROAD LEFT AT TOP OF HILL, TURN
 JA1755'LEFT AND GO 0.8 MILE TO CHAPEL AND STATION ON RIGHT.
 JA1755'
 JA1755'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 JA1755'FOR 0.3 MILE TO A FARM ENTRANCE ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 JA1755'TO MARK ON LEFT.
 JA1755'
 JA1755'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0808 ***********************************************************************
 MD0808  DESIGNATION -  WESSEL
 MD0808  PID         -  MD0808
 MD0808  STATE/COUNTY-  IN/ALLEN
 MD0808  COUNTRY     -  US
 MD0808  USGS QUAD   -  CHURUBUSCO (2019)
 MD0808
 MD0808                         *CURRENT SURVEY CONTROL
 MD0808  ______________________________________________________________________
 MD0808* NAD 83(1997) POSITION- 41 07 57.58632(N) 085 18 44.23115(W)   ADJUSTED
 MD0808* NAVD 88 ORTHO HEIGHT -   262.298 (meters)      860.56  (feet) ADJUSTED
 MD0808  ______________________________________________________________________
 MD0808  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 MD0808  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 MD0808  DYNAMIC HEIGHT  -        262.198 (meters)      860.23  (feet) COMP
 MD0808  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 MD0808
 MD0808  HORZ ORDER      -  SECOND
 MD0808  VERT ORDER      -  SECOND    CLASS 0
 MD0808
 MD0808.The horizontal coordinates were established by classical geodetic methods
 MD0808.and adjusted by the National Geodetic Survey in May 1999.
 MD0808
 MD0808.The orthometric height was determined by differential leveling and
 MD0808.adjusted by the NATIONAL GEODETIC SURVEY
 MD0808.in June 1991.
 MD0808
 MD0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0808.GEOID18 height accuracy estimate available here.
 MD0808
 MD0808.Click photographs - Photos may exist for this station.
 MD0808
 MD0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0808
 MD0808.The dynamic height is computed by dividing the NAVD 88
 MD0808.geopotential number by the normal gravity value computed on the
 MD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0808.degrees latitude (g = 980.6199 gals.).
 MD0808
 MD0808.The modeled gravity was interpolated from observed gravity values.
 MD0808
 MD0808. The following values were computed from the NAD 83(1997) position.
 MD0808
 MD0808;                    North         East     Units Scale Factor Converg.
 MD0808;SPC IN E     -   653,351.136   129,755.018   MT  0.99997756   +0 13 59.2
 MD0808;SPC IN E     - 2,143,536.19    425,704.59   sFT  0.99997756   +0 13 59.2
 MD0808;UTM  16      - 4,554,856.684   641,657.116   MT  0.99984697   +1 06 37.3
 MD0808
 MD0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0808!SPC IN E     -   0.99996400  x   0.99997756  =   0.99994156
 MD0808!UTM  16      -   0.99996400  x   0.99984697  =   0.99981098
 MD0808
 MD0808:                Primary Azimuth Mark                     Grid Az
 MD0808:SPC IN E     -  WESSEL AZ MK                             085 25 12.0
 MD0808:UTM  16      -  WESSEL AZ MK                             084 32 33.9
 MD0808
 MD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4165754856(NAD 83)
 MD0808
 MD0808|---------------------------------------------------------------------|
 MD0808| PID    Reference Object                     Distance      Geod. Az  |
 MD0808|                                                           dddmmss.s |
 MD0808| MD0811 WESSEL AZ MK                                       0853911.2 |
 MD0808| MD0809 WESSEL RM 1                          19.171 METERS 08705     |
 MD0808| MD0807 CROWELL                              81.512 METERS 26449     |
 MD0808| MD0810 WESSEL RM 2                          17.695 METERS 26808     |
 MD0808|---------------------------------------------------------------------|
 MD0808
 MD0808                          SUPERSEDED SURVEY CONTROL
 MD0808
 MD0808  NAD 83(1995)-  41 07 57.58811(N)    085 18 44.23620(W) AD(       ) 2
 MD0808  NAD 83(1986)-  41 07 57.58813(N)    085 18 44.24389(W) AD(       ) 2
 MD0808  NAD 27      -  41 07 57.41750(N)    085 18 44.33060(W) AD(       ) 2
 MD0808  NGVD 29 (??/??/92)  262.455  (m)          861.07   (f) ADJ UNCH    2 0
 MD0808  NGVD 29             262.46   (m)          861.1    (f) LEVELING    3  
 MD0808
 MD0808.Superseded values are not recommended for survey control.
 MD0808
 MD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0808.See file dsdata.pdf to determine how the superseded data were derived.
 MD0808
 MD0808_MARKER: DS = TRIANGULATION STATION DISK
 MD0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0808_STAMPING: WESSEL 1946
 MD0808_MARK LOGO: CGS
 MD0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0808+STABILITY: SURFACE MOTION
 MD0808
 MD0808  HISTORY     - Date     Condition        Report By
 MD0808  HISTORY     - 1946     MONUMENTED       CGS
 MD0808  HISTORY     - 1963     GOOD             CGS
 MD0808  HISTORY     - 1963     GOOD             CGS
 MD0808  HISTORY     - 1963     GOOD             CGS
 MD0808
 MD0808                          STATION DESCRIPTION
 MD0808
 MD0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0808'STATION IS LOCATED ABOUT 9 MILES AIRLINE NORTHWEST OF FT. WAYNE ON THE
 MD0808'SOUTH SIDE OF U.S.  HIGHWAY 30 AND 6 MILES WEST OF THE JUNCTION OF
 MD0808'U.S. HIGHWAYS 30 AND 33.  IT IS IN THE SOUTH RIGHT-OF-WAY FENCELINE,
 MD0808'50 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 310 FEET EAST-SOUTHEAST
 MD0808'OF THE INTERSECTION OF HIGHWAY 30 AND A GRAVEL CROSSROAD.  THE MARK
 MD0808'PROJECTS 10 INCHES AND THE DISK IS STAMPED WESSEL 1946.
 MD0808'
 MD0808'REFERENCE MARK NO. 1 IS 62.90 FEET EAST OF THE STATION IN THE SOUTH
 MD0808'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 MD0808'STAMPED WESSEL NO 1 1946.
 MD0808'
 MD0808'REFERENCE MARK NO. 2 IS 58.06 FEET WEST OF THE STATION IN THE SOUTH
 MD0808'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 MD0808'STAMPED WESSEL NO 2 1946.
 MD0808'
 MD0808'AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION IN THE NORTHWEST ANGLE
 MD0808'OF HIGHWAY 30 AND A GRAVEL CROSSROAD.  IT IS 47 FEET NORTH OF THE
 MD0808'CENTER OF HIGHWAY 30, 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 MD0808'THE GRAVEL ROAD, 2 FEET SOUTEAST OF A TELEPHONE POLE AND 1.5 FEET
 MD0808'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS ONE FOOT AND THE DISK
 MD0808'IS STAMPED WESSEL 1946.
 MD0808'
 MD0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 33
 MD0808'ABOUT 6 MILES NORTHWEST OF FORT WAYNE AND WOWO RADIO STATION IN THE
 MD0808'NORTHWEST ANGLE OF THE TWO HIGHWAYS, GO WEST ON HIGHWAY 30 FOR 5.5
 MD0808'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE,
 MD0808'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO THE STATION ON THE SOUTH SIDE
 MD0808'OF THE ROAD JUST BEFORE REACHING A GRAVEL CROSSROAD.
 MD0808'
 MD0808'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MD0808
 MD0808                          STATION RECOVERY (1963)
 MD0808
 MD0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0808'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MD0808'RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE CHECKED AND VERIFIED.
 MD0808'THE DIRECTIONS WERE CHECKED AND FOUND IN ERROR.  NEW DIRECTIONS WERE
 MD0808'OBSERVED DURING THE RECOVERY.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MD0808'EXCEPT FOR THE TO REACH.  THE NEW TO REACH IS AS FOLLOWS-
 MD0808'
 MD0808'FROM THE JUNCTION OF U.S. HIGHWAY 30 BYPASS, U.S.  HIGHWAY 33, AND
 MD0808'U.S.  HIGHWAY 30 CITY (NORTH OF FORT WAYNE)  DRIVE ABOUT 1.2 MILES
 MD0808'NORTH-NORTHWEST ON U.S. HIGHWAY 33 TO FORT MEYER, TURN LEFT AND GO 4.1
 MD0808'MILES WEST ON OLD U.S. HIGHWAY 30 (WASHINGTON CENTER ROAD) TO AZIMUTH
 MD0808'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION OLF OLD U.S. HIGHWAY
 MD0808'30 AND THE LEESBURG ROAD.  CONTINUE WEST ON OLD U.S. HIGHWAY 30 FROM
 MD0808'THE AZIMUTH 0.45 MILES TO STATION IN AN EAST-WEST FENCE LINE ON THE
 MD0808'SOUTH SIDE OF THE ROAD ABOUT 300 FEET EAST OF THE BUTT ROAD.
 MD0808
 MD0808                          STATION RECOVERY (1963)
 MD0808
 MD0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0808'ABOUT 9 MILES AIR LINE WNW OF THE HEART OF FORT WAYNE, OR ABOUT 6.8
 MD0808'MILES W ALONG NO.  30 U.S. HWY.  FROM ITS BRIDGE OVER NO. 69
 MD0808'INTERSTATE HWY. AT 4-WAY INTERCHANGE BETWEEN THE TWO, THENCE 0.5 MILE
 MD0808'N ON BUTT ROAD TO OLD NO. 30 HWY. AND THE STATION ON RIGHT, 310 FEET E
 MD0808'OF CENTER LINE OF BUTT ROAD, 50-1/2 FEET S OF CENTER LINE OF 22-FOOT
 MD0808'PAVEMENT OF OLD HWY.  AND 2.1 FEET HIGHER THAN SAME, ONE FOOT S OF
 MD0808'FENCE, STANDARD DISKS STAMPED WESSEL 1946 ARE SET IN 1A AND 7A MARKS
 MD0808'WITH THE UPPER MARK PROJECTING 0.8 FOOT ABOVE GROUND.
 MD0808'
 MD0808'REFERENCE STAMPED WESSEL NO 1 1946, NOTE 11A, PROJECTS 0.7 FOOT, IS
 MD0808'62.92 FEET OR 19.178 METERS E IN AZIMUTH 267 DEG 06 MIN FROM STATION,
 MD0808'50 FEET S OF CENTER LINE OF HWY., 2.2 FEET HIGHER THAN SAME, AND 0.5
 MD0808'FOOT S OF THE FENCE.
 MD0808'
 MD0808'REFERENCE STAMPED WESSEL NO 2 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD0808'58.05 FEET OR 17.694 METERS W IN AZIMUTH 88 DEG 05 MIN FROM STATION,
 MD0808'50 FEET S OF CENTER LINE OF HWY., AND 1.2 FEET HIGHER THAN SAME.
 MD0808'
 MD0808'AZIMUTH MARK STAMPED WESSEL 1946, NOTE 16A, PROJECTS A FOOT, IS ABOUT
 MD0808'0.5 MILE E IN AZIMUTH 265 DEG 39 MIN 14.2 SEC FROM STATION, 47 FEET N
 MD0808'OF CENTER LINE OF HWY., 21 FEET SW OF CENTER LINE OF LEESBURG ROAD,
 MD0808'AND 1-1/2 FEET W OF STEEL WITNESS POST.
 MD0808'
 MD0808'TRI. STA. STAMPED CROWELL 1963, (NO DESCRIPTION AVAILABLE)  FLUSH, IS
 MD0808'267.42 FEET OR (81.510 METERS) W IN ESTIMATED AZIMUTH 85 DEGREES, 63
 MD0808'FEET S OF CENTER LINE OF HWY., 43 FEET E OF CENTER LINE OF BUTT ROAD,
 MD0808'AND IN CENTER OF 8-FOOT ROUND CONC. APRON.
 MD0808
 MD0808                          STATION RECOVERY (1963)
 MD0808
 MD0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0808'3.4 MI N FROM ARCOLA.
 MD0808'LOCATED 3.35 MILES NORTH OF THE POST OFFICE IN ARCOLA.  TO REACH
 MD0808'THE MARK FROM THE POST OFFICE IN ARCOLA, GO 0.45 MILE EAST ON
 MD0808'ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0 MILES NORTH
 MD0808'TO OLD U.S. HIGHWAY 30, TURN LEFT AND GO 1.4 MILES WEST TO THE
 MD0808'STATION ON THE LEFT.  THE STATION IS IN THE SOUTH RIGHT-OF-WAY
 MD0808'FENCE, 310 FEET EAST-SOUTHEAST OF THE INTERSECTION OF OLD U.S.
 MD0808'HIGHWAY AND 30 BUTT ROAD AND 50 FEET SOUTH OF THE CENTER OF OLD
 MD0808'U.S. HIGHWAY 30.  A STANDARD DISK STAMPED WESSEL 1946 AND SET
 MD0808'IN TOP OF A 1 FOOT SQUARE CONCRETE MONUMENT PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0811 ***********************************************************************
 MD0811  DESIGNATION -  WESSEL AZ MK
 MD0811  PID         -  MD0811
 MD0811  STATE/COUNTY-  IN/ALLEN
 MD0811  COUNTRY     -  US
 MD0811  USGS QUAD   -  CHURUBUSCO (2019)
 MD0811
 MD0811                         *CURRENT SURVEY CONTROL
 MD0811  ______________________________________________________________________
 MD0811* NAD 83(1986) POSITION- 41 07 59.     (N) 085 18 10.     (W)   SCALED
 MD0811* NAVD 88 ORTHO HEIGHT -   261.532 (meters)      858.04  (feet) ADJUSTED
 MD0811  ______________________________________________________________________
 MD0811  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 MD0811  DYNAMIC HEIGHT  -        261.432 (meters)      857.71  (feet) COMP
 MD0811  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 MD0811
 MD0811  VERT ORDER      -  SECOND    CLASS 0
 MD0811
 MD0811.The horizontal coordinates were scaled from a map and have
 MD0811.an estimated accuracy of +/- 6 seconds.
 MD0811
 MD0811.The orthometric height was determined by differential leveling and
 MD0811.adjusted by the NATIONAL GEODETIC SURVEY
 MD0811.in June 1991.
 MD0811
 MD0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0811.GEOID18 height accuracy estimate available here.
 MD0811
 MD0811.Click photographs - Photos may exist for this station.
 MD0811
 MD0811.The dynamic height is computed by dividing the NAVD 88
 MD0811.geopotential number by the normal gravity value computed on the
 MD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0811.degrees latitude (g = 980.6199 gals.).
 MD0811
 MD0811.The modeled gravity was interpolated from observed gravity values.
 MD0811
 MD0811;                    North         East    Units  Estimated Accuracy
 MD0811;SPC IN E     -   653,400.      130,550.      MT  (+/- 180 meters Scaled)
 MD0811
 MD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL424549(NAD 83)
 MD0811
 MD0811                          SUPERSEDED SURVEY CONTROL
 MD0811
 MD0811  NGVD 29 (??/??/92)  261.688  (m)          858.55   (f) ADJ UNCH    2 0
 MD0811
 MD0811.Superseded values are not recommended for survey control.
 MD0811
 MD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0811.See file dsdata.pdf to determine how the superseded data were derived.
 MD0811
 MD0811_MARKER: DZ = AZIMUTH MARK DISK
 MD0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0811_STAMPING: WESSEL 1946
 MD0811_MARK LOGO: CGS
 MD0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0811+STABILITY: SURFACE MOTION
 MD0811
 MD0811  HISTORY     - Date     Condition        Report By
 MD0811  HISTORY     - 1946     MONUMENTED       CGS
 MD0811  HISTORY     - 1963     GOOD             CGS
 MD0811
 MD0811                          STATION DESCRIPTION
 MD0811
 MD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0811'2.9 MI N FROM ARCOLA.
 MD0811'LOCATED 2.9 MILES NORTH OF THE POST OFFICE IN ARCOLA.  TO REACH
 MD0811'THE MARK FROM THE POST OFFICE IN ARCOLA, GO 0.45 MILE EAST ON
 MD0811'ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 0.95 MILE WEST
 MD0811'TO THE Y JUNCTION OF LEESBURG ROAD.  THE MARK IS 47 FEET NORTH
 MD0811'OF THE CENTERLINE OF OLD U.S. HIGHWAY 30, 22 FEET SOUTHWEST OF
 MD0811'THE CENTER OF LEESBURG ROAD, 2 FEET SOUTHEAST OF A TELEPHONE
 MD0811'POLE AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  A STANDARD DISK
 MD0811'STAMPED WESSEL 1946 SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 MD0811'MONUMENT PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0809 ***********************************************************************
 MD0809  DESIGNATION -  WESSEL RM 1
 MD0809  PID         -  MD0809
 MD0809  STATE/COUNTY-  IN/ALLEN
 MD0809  COUNTRY     -  US
 MD0809  USGS QUAD   -  CHURUBUSCO (2019)
 MD0809
 MD0809                         *CURRENT SURVEY CONTROL
 MD0809  ______________________________________________________________________
 MD0809* NAD 83(1986) POSITION- 41 07 57.62   (N) 085 18 43.41   (W)   HD_HELD1
 MD0809* NAVD 88 ORTHO HEIGHT -   262.378 (meters)      860.82  (feet) ADJUSTED
 MD0809  ______________________________________________________________________
 MD0809  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 MD0809  DYNAMIC HEIGHT  -        262.278 (meters)      860.49  (feet) COMP
 MD0809  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 MD0809
 MD0809  VERT ORDER      -  SECOND    CLASS 0
 MD0809
 MD0809.The horizontal coordinates were determined by differentially corrected
 MD0809.hand held GPS observations or other comparable positioning techniques
 MD0809.and have an estimated accuracy of +/- 3 meters.
 MD0809
 MD0809.The orthometric height was determined by differential leveling and
 MD0809.adjusted by the NATIONAL GEODETIC SURVEY
 MD0809.in June 1991.
 MD0809
 MD0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0809.GEOID18 height accuracy estimate available here.
 MD0809
 MD0809.Click photographs - Photos may exist for this station.
 MD0809
 MD0809.The dynamic height is computed by dividing the NAVD 88
 MD0809.geopotential number by the normal gravity value computed on the
 MD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0809.degrees latitude (g = 980.6199 gals.).
 MD0809
 MD0809.The modeled gravity was interpolated from observed gravity values.
 MD0809
 MD0809;                    North         East    Units  Estimated Accuracy
 MD0809;SPC IN E     -   653,352.3     129,774.2     MT  (+/- 3 meters HH1 GPS) 
 MD0809
 MD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4167654858(NAD 83)
 MD0809
 MD0809                          SUPERSEDED SURVEY CONTROL
 MD0809
 MD0809  NGVD 29 (??/??/92)  262.535  (m)          861.33   (f) ADJ UNCH    2 0
 MD0809
 MD0809.Superseded values are not recommended for survey control.
 MD0809
 MD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0809.See file dsdata.pdf to determine how the superseded data were derived.
 MD0809
 MD0809_MARKER: DR = REFERENCE MARK DISK
 MD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0809_STAMPING: WESSEL NO 1 1946
 MD0809_MARK LOGO: CGS
 MD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0809+STABILITY: SURFACE MOTION
 MD0809
 MD0809  HISTORY     - Date     Condition        Report By
 MD0809  HISTORY     - 1946     MONUMENTED       CGS
 MD0809  HISTORY     - 1963     GOOD             CGS
 MD0809
 MD0809                          STATION DESCRIPTION
 MD0809
 MD0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0809'3.4 MI N FROM ARCOLA.
 MD0809'LOCATED 3.35 MILES NORTH OF THE POST OFFICE IN ARCOLA.  TO REACH
 MD0809'THE MARK FROM THE POST OFFICE IN ARCOLA, GO 0.45 MILES EAST ON
 MD0809'ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0 MILES NORTH
 MD0809'ON FELGER ROAD TO OLD U.S. HIGHWAY 30, TURN LEFT AND GO 1.4
 MD0809'MILES WEST OF THE MARK ON THE LEFT.  THE MARK IS 62.90 FEET EAST
 MD0809'OF THE STATION IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  A STANDARD
 MD0809'DISK STAMPED WESSEL NO 1 1946 SET IN TOP OF A 1 FOOT SQUARE
 MD0809'CONCRETE MONUMENT PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0810 ***********************************************************************
 MD0810  DESIGNATION -  WESSEL RM 2
 MD0810  PID         -  MD0810
 MD0810  STATE/COUNTY-  IN/ALLEN
 MD0810  COUNTRY     -  US
 MD0810  USGS QUAD   -  CHURUBUSCO (2019)
 MD0810
 MD0810                         *CURRENT SURVEY CONTROL
 MD0810  ______________________________________________________________________
 MD0810* NAD 83(1986) POSITION- 41 07 57.57   (N) 085 18 44.99   (W)   HD_HELD1
 MD0810* NAVD 88 ORTHO HEIGHT -   262.109 (meters)      859.94  (feet) ADJUSTED
 MD0810  ______________________________________________________________________
 MD0810  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 MD0810  DYNAMIC HEIGHT  -        262.009 (meters)      859.61  (feet) COMP
 MD0810  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 MD0810
 MD0810  VERT ORDER      -  SECOND    CLASS 0
 MD0810
 MD0810.The horizontal coordinates were determined by differentially corrected
 MD0810.hand held GPS observations or other comparable positioning techniques
 MD0810.and have an estimated accuracy of +/- 3 meters.
 MD0810
 MD0810.The orthometric height was determined by differential leveling and
 MD0810.adjusted by the NATIONAL GEODETIC SURVEY
 MD0810.in June 1991.
 MD0810
 MD0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0810.GEOID18 height accuracy estimate available here.
 MD0810
 MD0810.Click photographs - Photos may exist for this station.
 MD0810
 MD0810.The dynamic height is computed by dividing the NAVD 88
 MD0810.geopotential number by the normal gravity value computed on the
 MD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0810.degrees latitude (g = 980.6199 gals.).
 MD0810
 MD0810.The modeled gravity was interpolated from observed gravity values.
 MD0810
 MD0810;                    North         East    Units  Estimated Accuracy
 MD0810;SPC IN E     -   653,350.6     129,737.3     MT  (+/- 3 meters HH1 GPS) 
 MD0810
 MD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4163954855(NAD 83)
 MD0810
 MD0810                          SUPERSEDED SURVEY CONTROL
 MD0810
 MD0810  NGVD 29 (??/??/92)  262.265  (m)          860.45   (f) ADJ UNCH    2 0
 MD0810
 MD0810.Superseded values are not recommended for survey control.
 MD0810
 MD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0810.See file dsdata.pdf to determine how the superseded data were derived.
 MD0810
 MD0810_MARKER: DR = REFERENCE MARK DISK
 MD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0810_STAMPING: WESSEL NO 2 1946
 MD0810_MARK LOGO: CGS
 MD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0810+STABILITY: SURFACE MOTION
 MD0810
 MD0810  HISTORY     - Date     Condition        Report By
 MD0810  HISTORY     - 1946     MONUMENTED       CGS
 MD0810
 MD0810                          STATION DESCRIPTION
 MD0810
 MD0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0810'3.4 MI N FROM ARCOLA.
 MD0810'LOCATED 3.35 MILES NORTH OF THE POST OFFICE IN ARCOLA.  TO REACH
 MD0810'FROM THE POST OFFICE IN ARCOLA, GO 0.45 MILE EAST ON ARCOLA
 MD0810'ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0 MILES NORTH ON
 MD0810'FELGER ROAD TO OLD U.S. HIGHWAY 30, TURN LEFT AND GO 1.4 MILES
 MD0810'WEST ON THE LEFT.  THE MARK IS 58.06 FEET WEST OF THE STATION IN
 MD0810'THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED WESSEL NO
 MD0810'2 1946 SET IN TOP OF A 1 FOOT SQUARE CONCRETE MONUMENT PROJECTING
 MD0810'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0284 ***********************************************************************
 ME0284  DESIGNATION -  WEST
 ME0284  PID         -  ME0284
 ME0284  STATE/COUNTY-  IN/MARSHALL
 ME0284  COUNTRY     -  US
 ME0284  USGS QUAD   -  DONALDSON (2019)
 ME0284
 ME0284                         *CURRENT SURVEY CONTROL
 ME0284  ______________________________________________________________________
 ME0284* NAD 83(1997) POSITION- 41 21 13.91085(N) 086 24 03.60882(W)   ADJUSTED
 ME0284* NAVD 88 ORTHO HEIGHT -   263.277 (meters)      863.77  (feet) ADJUSTED
 ME0284  ______________________________________________________________________
 ME0284  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0284  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 ME0284  DYNAMIC HEIGHT  -        263.168 (meters)      863.41  (feet) COMP
 ME0284  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME0284
 ME0284  HORZ ORDER      -  SECOND
 ME0284  VERT ORDER      -  FIRST     CLASS I
 ME0284
 ME0284.The horizontal coordinates were established by classical geodetic methods
 ME0284.and adjusted by the National Geodetic Survey in May 1999.
 ME0284
 ME0284.The orthometric height was determined by differential leveling and
 ME0284.adjusted by the NATIONAL GEODETIC SURVEY
 ME0284.in June 1991.
 ME0284
 ME0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0284.GEOID18 height accuracy estimate available here.
 ME0284
 ME0284.Click photographs - Photos may exist for this station.
 ME0284
 ME0284.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0284
 ME0284.The dynamic height is computed by dividing the NAVD 88
 ME0284.geopotential number by the normal gravity value computed on the
 ME0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0284.degrees latitude (g = 980.6199 gals.).
 ME0284
 ME0284.The modeled gravity was interpolated from observed gravity values.
 ME0284
 ME0284. The following values were computed from the NAD 83(1997) position.
 ME0284
 ME0284;                    North         East     Units Scale Factor Converg.
 ME0284;SPC IN E     -   678,116.278    38,549.971   MT  1.00001312   -0 29 06.7
 ME0284;SPC IN E     - 2,224,786.49    126,476.03   sFT  1.00001312   -0 29 06.7
 ME0284;SPC IN W     -   678,080.730   957,098.174   MT  1.00000677   +0 27 03.0
 ME0284;SPC IN W     - 2,224,669.86  3,140,079.59   sFT  1.00000677   +0 27 03.0
 ME0284;UTM  16      - 4,578,213.602   550,106.338   MT  0.99963090   +0 23 44.8
 ME0284
 ME0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0284!SPC IN E     -   0.99996401  x   1.00001312  =   0.99997713
 ME0284!SPC IN W     -   0.99996401  x   1.00000677  =   0.99997078
 ME0284!UTM  16      -   0.99996401  x   0.99963090  =   0.99959492
 ME0284
 ME0284:                Primary Azimuth Mark                     Grid Az
 ME0284:SPC IN E     -  WEST AZ MK                               236 08 06.0
 ME0284:SPC IN W     -  WEST AZ MK                               235 11 56.3
 ME0284:UTM  16      -  WEST AZ MK                               235 15 14.5
 ME0284
 ME0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5010678213(NAD 83)
 ME0284
 ME0284|---------------------------------------------------------------------|
 ME0284| PID    Reference Object                     Distance      Geod. Az  |
 ME0284|                                                           dddmmss.s |
 ME0284| ME0283 WEST RM 1                            27.062 METERS 01053     |
 ME0284| ME2335 PLYMOUTH CO CTHSE CLOCK TOWER       APPROX. 7.6 KM 0982418.4 |
 ME0284| ME2331 PLYMOUTH MUNICIPAL TANK             APPROX. 7.8 KM 1022114.7 |
 ME0284| ME2332 PLYMOUTH MUN WATER WORKS STK        APPROX. 7.9 KM 1022300.2 |
 ME0284| ME2336 PLYMOUTH N IND PUB SERVICE RAD      APPROX. 7.4 KM 1033604.1 |
 ME0284| ME0282 WEST RM 2                            23.720 METERS 12549     |
 ME0284| ME0281 D 206                                              17059     |
 ME0284| ME0286 WEST AZ MK                                         2353859.3 |
 ME0284| ME2344 CONVENT ANCILLA DOMINI SPIRE        APPROX. 4.1 KM 2435905.1 |
 ME0284|---------------------------------------------------------------------|
 ME0284
 ME0284                          SUPERSEDED SURVEY CONTROL
 ME0284
 ME0284  NAD 83(1986)-  41 21 13.91544(N)    086 24 03.61591(W) AD(       ) 2
 ME0284  NAD 27      -  41 21 13.76380(N)    086 24 03.58430(W) AD(       ) 2
 ME0284  NGVD 29 (??/??/92)  263.391  (m)          864.14   (f) ADJ UNCH    1 1
 ME0284  NGVD 29             263.39   (m)          864.1    (f) LEVELING    3  
 ME0284
 ME0284.Superseded values are not recommended for survey control.
 ME0284
 ME0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0284.See file dsdata.pdf to determine how the superseded data were derived.
 ME0284
 ME0284_MARKER: DS = TRIANGULATION STATION DISK
 ME0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0284_STAMPING: WEST 1952
 ME0284_MARK LOGO: CGS
 ME0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0284+STABILITY: SURFACE MOTION
 ME0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0284+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0284
 ME0284  HISTORY     - Date     Condition        Report By
 ME0284  HISTORY     - 1952     MONUMENTED       CGS
 ME0284  HISTORY     - 1968     GOOD             CGS
 ME0284  HISTORY     - 1968     GOOD             CGS
 ME0284  HISTORY     - 1975     GOOD             NGS
 ME0284  HISTORY     - 1984     GOOD             USPSQD
 ME0284  HISTORY     - 19920831 GOOD             NGS
 ME0284
 ME0284                          STATION DESCRIPTION
 ME0284
 ME0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0284'STATION IS LOCATED ON THE NORTH BANK OF A DEEP CUT OF THE PENNSYLVANIA
 ME0284'RAILROAD ABOUT 5 MILES WEST OF PLYMOUTH AND ABOUT 1/2 MILE SOUTH OF
 ME0284'U.S. HIGHWAY 30.  IT IS 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0284'BRIDGE ACROSS THE RAILROAD CUT, 33 FEET WEST OF THE CENTER OF A GRAVEL
 ME0284'ROAD, 17 FEET SOUTHWEST OF A FENCE CORNER AND 8 FEET WEST OF A WHITE
 ME0284'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME0284'STAMPED WEST 1952.
 ME0284'
 ME0284'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME0284'AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME0284'WEST NO 1 1952.
 ME0284'
 ME0284'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 ME0284'25 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE AND 6 FEET
 ME0284'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WEST NO 2
 ME0284'1952.
 ME0284'
 ME0284'AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME0284'NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A POWER POLE.  THE
 ME0284'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WEST 1952.
 ME0284'
 ME0284'BENCH MARK D 206 IS 25 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 ME0284'IT IS A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 ME0284'FLUSH IN A DRILL HOLE IN THE EAST END OF A CONCRETE FOOTING OF THE
 ME0284'BRIDGE AND IT IS STAMPED D 206 1946.
 ME0284'
 ME0284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 30 IN
 ME0284'PLYMOUTH, GO WEST ON HIGHWAY 30 FOR 5.1 MILES TO A GRAVEL CROSSROAD.
 ME0284'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO THE BRIDGE
 ME0284'ACROSS THE RAILROAD CUT AND THE STATION AS DESCRIBED.
 ME0284'
 ME0284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND WEST ON THE
 ME0284'GRAVEL ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ME0284'
 ME0284'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0284
 ME0284                          STATION RECOVERY (1968)
 ME0284
 ME0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0284'THE STATION AND RM 1 AND 2 WERE RECOVERED AND IN GOOD CONDITION.  THE
 ME0284'AZIMUTH MARK WAS ALSO RECOVERED AND IN GOOD CONDITION.  THE AZIMUTH
 ME0284'MARK MAY BE REACHED FROM THE STATION BY GOING 0.4 MILE SOUTHWEST ALONG
 ME0284'NORTH SYCAMORE ROAD, 66 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A
 ME0284'ONE-STORY WHITE FRAME HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE
 ME0284'ROAD, 1-1/2 FEET NORTH OF A POWER LINE POLE, 1.1 FEET SOUTH OF A METAL
 ME0284'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 ME0284'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0284
 ME0284                          STATION RECOVERY (1968)
 ME0284
 ME0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0284'4.6 MI W FROM PLYMOUTH.
 ME0284'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0284'STATION AT PLYMOUTH, IN SECTION 34, R 1 E, T 34 N, ABOUT 0.5
 ME0284'MILE WEST OF MILEPOST 388, NEAR THE ROSE ROAD OVERPASS OVER
 ME0284'THE TRACKS, OF THE TOP OF A HIGH BANK, 59 FEET NORTHWEST OF THE
 ME0284'NORTHWEST CORNER OF THE OVERPASS, 36 1/2 FEET WEST OF THE CENTER
 ME0284'LINE OF THE ROAD, 14 1/2 FEET SOUTHWEST OF A FENCE CORNER POST,
 ME0284'7 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 10 FEET ABOVE
 ME0284'THE LEVEL OF THE ROAD, 1.4 FEET EAST OF A METAL WITNESS POST,
 ME0284'ABOUT 35 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP
 ME0284'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 ME0284'GROUND.
 ME0284
 ME0284                          STATION RECOVERY (1975)
 ME0284
 ME0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME0284'THE STATION MARK, REFERENCE MARKS 1, 2, THE AZIMUTH MARK AND BM D 206
 ME0284'WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1 AND
 ME0284'2 WAS GREATER BY 2 MINUTES.  THE DIRECTION TO BM D 206 WAS LESS BY 3
 ME0284'MINUTES.  THE DISTANCES TO THE REFERENCE MARKS CHECKED THE 1952
 ME0284'DISTANCE.  BM D 206 WAS NOT MEASURED AT THIS TIME BECAUSE OF THE
 ME0284'DIFFERENCE IN ELEVATION.
 ME0284'
 ME0284'THE STATION IS 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 ME0284'OVER THE RAILROAD TRACKS, 35 FEET WEST OF THE CENTERLINE OF THE PAVED
 ME0284'ROAD AND 8 FEET SOUTH OF A FENCELINE.  THE MONUMENT PROJECTS 6 INCHES
 ME0284'AND THE DISK IS STAMPED WEST 1952.
 ME0284'
 ME0284'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON ST. AND N.
 ME0284'MICHIGAN ST. IN PLYMOUTH, GO WEST ON JEFFERSON ST. (OLD U.S. HIGHWAY
 ME0284'30) FOR 3.7 MILES TO A SIDE ROAD LEFT.  (JUST BEFORE REACHING NEW U.S.
 ME0284'HIGHWAY 30).  TURN LEFT ON A PAVED ROAD AND GO WEST FOR 1.4 MILES TO A
 ME0284'CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.5 MILE JUST
 ME0284'BEFORE REACHING A BRIDGE ACROSS RAILROAD AND THE STATION ON THE RIGHT.
 ME0284'
 ME0284'REFERENCE MARK 1 IS 81 FEET NORTH OF A FENCELINE AND 20 FEET WEST OF
 ME0284'CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME0284'WEST NO 1 1952.
 ME0284'
 ME0284'REFERENCE MARK 2 IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 25
 ME0284'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE AND 6 FEET SOUTH
 ME0284'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WEST NO 2
 ME0284'1952.
 ME0284'
 ME0284'BENCH MARK D 206 IS 25 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 ME0284'AND SET IN A DRILL HOLE IN THE EAST END OF A CONCRETE FOOTING OF THE
 ME0284'BRIDGE.  THE DISK IS A U.S.C AND G.S. BENCH MARK STAMPED D 206 1946.
 ME0284'
 ME0284'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 ME0284'1 FOOT NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME0284'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED WEST 1952.
 ME0284'
 ME0284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND WEST ON THE
 ME0284'PAVED ROAD FOR 0.4 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 ME0284'
 ME0284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 ME0284'PLYMOUTH.
 ME0284
 ME0284                          STATION RECOVERY (1984)
 ME0284
 ME0284'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME0284'WEST 1952 RECOVERED GOOD.  WEST NO 1 1952 RECOVERED GOOD.  WEST NO 2
 ME0284'1952 RECOVERED GOOD.  WEST 1952 AZ MK RECOVERED GOOD.  RECOVERED AS
 ME0284'DESCRIBED IN RECOVERY NOTE OF 1968.
 ME0284
 ME0284                          STATION RECOVERY (1992)
 ME0284
 ME0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0284'8.1 KM (5.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0284'OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 42.5 M (139.4 FT)
 ME0284'NORTH OF THE NEAR RAIL, 23.7 M (77.8 FT) NORTHWEST OF REFERENCE MARK
 ME0284'2, 18.2 M (59.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS,
 ME0284'11.1 M (36.4 FT) WEST OF THE CENTER OF NORTH ROASE ROAD, 4.4 M
 ME0284'(14.4 FT) SOUTHWEST OF A FENCE CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL
 ME0284'OF THE ROAD, 2.3 M (7.5 FT) SOUTH OF A FENCE, AND THE MONUMENT
 ME0284'PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2724 ***********************************************************************
 LB2724  DESIGNATION -  WEST
 LB2724  PID         -  LB2724
 LB2724  STATE/COUNTY-  IN/TIPPECANOE
 LB2724  COUNTRY     -  US
 LB2724  USGS QUAD   -  WESTPOINT (2019)
 LB2724
 LB2724                         *CURRENT SURVEY CONTROL
 LB2724  ______________________________________________________________________
 LB2724* NAD 83(1997) POSITION- 40 20 41.03301(N) 087 02 43.08088(W)   ADJUSTED
 LB2724* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 LB2724  ______________________________________________________________________
 LB2724  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 LB2724  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 LB2724  HORZ ORDER      -  THIRD
 LB2724
 LB2724.The horizontal coordinates were established by classical geodetic methods
 LB2724.and adjusted by the National Geodetic Survey in May 1999.
 LB2724
 LB2724.The orthometric height was scaled from a topographic map.
 LB2724
 LB2724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2724.GEOID18 height accuracy estimate available here.
 LB2724
 LB2724.Click photographs - Photos may exist for this station.
 LB2724
 LB2724.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2724
 LB2724. The following values were computed from the NAD 83(1997) position.
 LB2724
 LB2724;                    North         East     Units Scale Factor Converg.
 LB2724;SPC IN W     -   565,795.321   903,231.293   MT  0.99996680   +0 01 28.6
 LB2724;SPC IN W     - 1,856,280.15  2,963,351.33   sFT  0.99996680   +0 01 28.6
 LB2724;UTM  16      - 4,466,021.158   496,152.700   MT  0.99960018   -0 01 45.6
 LB2724
 LB2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2724!SPC IN W     -   0.99997310  x   0.99996680  =   0.99993990
 LB2724!UTM  16      -   0.99997310  x   0.99960018  =   0.99957329
 LB2724
 LB2724:                Primary Azimuth Mark                     Grid Az
 LB2724:SPC IN W     -  WEST AZ MK                               030 31 36.9
 LB2724:UTM  16      -  WEST AZ MK                               030 34 51.1
 LB2724
 LB2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9615266021(NAD 83)
 LB2724
 LB2724|---------------------------------------------------------------------|
 LB2724| PID    Reference Object                     Distance      Geod. Az  |
 LB2724|                                                           dddmmss.s |
 LB2724| CM3956 WEST AZ MK                                         0303305.5 |
 LB2724| CM3957 WEST RM 1                            23.804 METERS 04040     |
 LB2724| CM3958 WEST RM 2                            25.405 METERS 14423     |
 LB2724|---------------------------------------------------------------------|
 LB2724
 LB2724                          SUPERSEDED SURVEY CONTROL
 LB2724
 LB2724  NAD 83(1986)-  40 20 41.04081(N)    087 02 43.09262(W) AD(       ) 3
 LB2724  NAD 27      -  40 20 40.89540(N)    087 02 43.04180(W) AD(       ) 3
 LB2724
 LB2724.Superseded values are not recommended for survey control.
 LB2724
 LB2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2724.See file dsdata.pdf to determine how the superseded data were derived.
 LB2724
 LB2724_MARKER: DS = TRIANGULATION STATION DISK
 LB2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2724_STAMPING: WEST 1948
 LB2724_MARK LOGO: CGS
 LB2724_PROJECTION: FLUSH
 LB2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2724+STABILITY: SURFACE MOTION
 LB2724
 LB2724  HISTORY     - Date     Condition        Report By
 LB2724  HISTORY     - 1948     MONUMENTED       CGS
 LB2724
 LB2724                          STATION DESCRIPTION
 LB2724
 LB2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2724'STATION IS LOCATED ALONG STATE HIGHWAY 25 AT THE WEST SIDE OF THE
 LB2724'SMALL TOWN OF WEST POINT ABOUT 9 MILES SOUTHWEST OF LA FAYETTE.  IT
 LB2724'IS 97 FEET SOUTH OF THE INTERSECTION OF HIGHWAY 25 AND A PAVED ROAD
 LB2724'EAST, 38 FEET SOUTHEAST OF CENTER OF HIGHWAY 25, 25 FEET WEST OF
 LB2724'CENTER OF A GRAVEL LANE AND 4 FEET SOUTHEAST OF A WHITE WITNESS
 LB2724'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LB2724'WEST 1948.
 LB2724'
 LB2724'REFERENCE MARK NO. 1 IS 78.10 FEET NORTHEAST OF STATION.  IT IS 49
 LB2724'FEET EAST OF CENTER OF HIGHWAY 25, 36 FEET SOUTH OF CENTER OF PAVED
 LB2724'ROAD AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 LB2724'ABOUT 2 INCHES AND THE DISK IS STAMPED WEST NO 1 1948.
 LB2724'
 LB2724'REFERENCE MARK NO. 2 IS 83.35 FEET SOUTHEAST OF STATION.  IT IS 25
 LB2724'FEET EAST OF CENTER OF GRAVEL LANE AND 1 FOOT WEST OF WEST END OF A
 LB2724'BARN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LB2724'WEST NO 2 1948.
 LB2724'
 LB2724'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF STATION.  IT IS 34 FEET EAST
 LB2724'OF CENTER OF HIGHWAY 25, 1 FOOT NORTHWEST OF A WHITE WITNESS POST AND
 LB2724'1 FOOT NORTHWEST OF A POWER POLE.  THE MARK IS FLUSH WITH THE
 LB2724'GROUND AND THE DISK IS STAMPED WEST 1948.
 LB2724'
 LB2724'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 (BUSINESS
 LB2724'ROUTE) AND STATE HIGHWAYS 25, 26 AND 43 IN LA FAYETTE, GO SOUTH ON
 LB2724'HIGHWAYS 25 AND 43 FOR 2.1 MILES TO WHERE HIGHWAY 25 TURNS RIGHT,
 LB2724'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 25 FOR 8.3 MILES TO AZIMUTH
 LB2724'MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTHWEST ON HIGHWAY 25 FOR
 LB2724'0.25 MILE TO STATION ON LEFT AS DESCRIBED.
 LB2724'
 LB2724'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0286 ***********************************************************************
 ME0286  DESIGNATION -  WEST AZ MK
 ME0286  PID         -  ME0286
 ME0286  STATE/COUNTY-  IN/MARSHALL
 ME0286  COUNTRY     -  US
 ME0286  USGS QUAD   -  DONALDSON (2019)
 ME0286
 ME0286                         *CURRENT SURVEY CONTROL
 ME0286  ______________________________________________________________________
 ME0286* NAD 83(1986) POSITION- 41 21 05.     (N) 086 24 19.     (W)   SCALED
 ME0286* NAVD 88 ORTHO HEIGHT -   258.307 (meters)      847.46  (feet) ADJUSTED
 ME0286  ______________________________________________________________________
 ME0286  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 ME0286  DYNAMIC HEIGHT  -        258.201 (meters)      847.11  (feet) COMP
 ME0286  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 ME0286
 ME0286  VERT ORDER      -  FIRST     CLASS I
 ME0286
 ME0286.The horizontal coordinates were scaled from a map and have
 ME0286.an estimated accuracy of +/- 6 seconds.
 ME0286
 ME0286.The orthometric height was determined by differential leveling and
 ME0286.adjusted by the NATIONAL GEODETIC SURVEY
 ME0286.in June 1991.
 ME0286
 ME0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0286.GEOID18 height accuracy estimate available here.
 ME0286
 ME0286.Click photographs - Photos may exist for this station.
 ME0286
 ME0286.The dynamic height is computed by dividing the NAVD 88
 ME0286.geopotential number by the normal gravity value computed on the
 ME0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0286.degrees latitude (g = 980.6199 gals.).
 ME0286
 ME0286.The modeled gravity was interpolated from observed gravity values.
 ME0286
 ME0286;                    North         East    Units  Estimated Accuracy
 ME0286;SPC IN E     -   677,840.       38,190.      MT  (+/- 180 meters Scaled)
 ME0286
 ME0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL497779(NAD 83)
 ME0286
 ME0286                          SUPERSEDED SURVEY CONTROL
 ME0286
 ME0286  NGVD 29 (??/??/92)  258.421  (m)          847.84   (f) ADJ UNCH    1 1
 ME0286
 ME0286.Superseded values are not recommended for survey control.
 ME0286
 ME0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0286.See file dsdata.pdf to determine how the superseded data were derived.
 ME0286
 ME0286_MARKER: DZ = AZIMUTH MARK DISK
 ME0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0286_STAMPING: WEST 1952
 ME0286_MARK LOGO: CGS
 ME0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0286+STABILITY: SURFACE MOTION
 ME0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0286+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0286
 ME0286  HISTORY     - Date     Condition        Report By
 ME0286  HISTORY     - 1952     MONUMENTED       CGS
 ME0286  HISTORY     - 1968     GOOD             CGS
 ME0286  HISTORY     - 19920831 GOOD             NGS
 ME0286
 ME0286                          STATION DESCRIPTION
 ME0286
 ME0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0286'5 MI W FROM PLYMOUTH.
 ME0286'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0286'THE STATION AT PLYMOUTH, THENCE 0.4 MILE SOUTHWEST ALONG NORTH
 ME0286'SYCAMORE ROAD, IN SECTION 31, R 1 E, T 34 N, 66 FEET SOUTHWEST OF
 ME0286'AND ACROSS THE ROAD FROM A ONE STORY WHITE FRAME HOUSE, 19 FEET
 ME0286'EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A POWER
 ME0286'LINE POLE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 ME0286'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0286'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 ME0286
 ME0286                          STATION RECOVERY (1992)
 ME0286
 ME0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0286'8.1 KM (5.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0286'OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, THENCE 0.7 KM
 ME0286'(0.45 MI) SOUTHEASTERLY ALONG SYCAMORE ROAD, 20.2 M (66.3 FT)
 ME0286'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 5.8 M (19.0 FT) EAST OF
 ME0286'THE ROAD CENTER, 0.5 M (1.6 FT) NORTH OF A UTILITY POLE WITH A
 ME0286'TRANSFORMER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 ME0286'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.15 M
 ME0286'(0.49 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1801 ***********************************************************************
 JA1801  DESIGNATION -  WEST FORK LOOKOUT TOWER
 JA1801  PID         -  JA1801
 JA1801  STATE/COUNTY-  IN/CRAWFORD
 JA1801  COUNTRY     -  US
 JA1801  USGS QUAD   -  BRANCHVILLE (2019)
 JA1801
 JA1801                         *CURRENT SURVEY CONTROL
 JA1801  ______________________________________________________________________
 JA1801* NAD 83(1997) POSITION- 38 14 37.04757(N) 086 30 23.42443(W)   ADJUSTED
 JA1801  ______________________________________________________________________
 JA1801  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 JA1801  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 JA1801  HORZ ORDER      -  THIRD
 JA1801
 JA1801.The horizontal coordinates were established by classical geodetic methods
 JA1801.and adjusted by the National Geodetic Survey in May 1999.
 JA1801
 JA1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1801.GEOID18 height accuracy estimate available here.
 JA1801
 JA1801.Click photographs - Photos may exist for this station.
 JA1801
 JA1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1801
 JA1801. The following values were computed from the NAD 83(1997) position.
 JA1801
 JA1801;                    North         East     Units Scale Factor Converg.
 JA1801;SPC IN W     -   332,692.469   950,494.547   MT  0.99999806   +0 21 25.4
 JA1801;SPC IN W     - 1,091,508.54  3,118,414.19   sFT  0.99999806   +0 21 25.4
 JA1801;UTM  16      - 4,232,961.327   543,183.783   MT  0.99962297   +0 18 19.7
 JA1801
 JA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4318332961(NAD 83)
 JA1801
 JA1801                          SUPERSEDED SURVEY CONTROL
 JA1801
 JA1801  NAD 83(1993)-  38 14 37.05010(N)    086 30 23.42645(W) AD(       ) 3
 JA1801  NAD 83(1986)-  38 14 37.05382(N)    086 30 23.42890(W) AD(       ) 3
 JA1801  NAD 27      -  38 14 36.83100(N)    086 30 23.49600(W) AD(       ) 3
 JA1801
 JA1801.Superseded values are not recommended for survey control.
 JA1801
 JA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1801.See file dsdata.pdf to determine how the superseded data were derived.
 JA1801
 JA1801_MARKER: 57 = LOOKOUT TOWER
 JA1801
 JA1801  HISTORY     - Date     Condition        Report By
 JA1801  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1801
 JA1801                          STATION DESCRIPTION
 JA1801
 JA1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1801'THE STATION IS THE POINT OF THE ROOF OF THE TOWER.  THE TOWER IS
 JA1801'LOCATED ABOUT 2.5
 JA1801'MILES WEST NORTHWEST OF SULPHUR ON TOP OF A HIGH
 JA1801'HILL.  THE TOWER IS OF FOUR LEG
 JA1801'STEEL CONSTRUCTION.  IT IS ABOUT 108
 JA1801'FEET HIGH TO THE TOP OF THE CABIN AND WAS BUILT IN 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5395 ***********************************************************************
 DM5395  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5395  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5395  DESIGNATION -  WEST LAFAYETTE CORS ARP
 DM5395  CORS_ID     -  INWL
 DM5395  PID         -  DM5395
 DM5395  STATE/COUNTY-  IN/TIPPECANOE
 DM5395  COUNTRY     -  US
 DM5395  USGS QUAD   -  LAFAYETTE WEST (2019)
 DM5395
 DM5395                         *CURRENT SURVEY CONTROL
 DM5395  ______________________________________________________________________
 DM5395* NAD 83(2011) POSITION- 40 27 28.46800(N) 086 55 34.30805(W)   ADJUSTED
 DM5395* NAD 83(2011) ELLIP HT-   188.090 (meters)        (04/??/25)   ADJUSTED
 DM5395* NAD 83(2011) EPOCH   -  2010.00
 DM5395* NAVD 88 ORTHO HEIGHT -   221.78  (meters)      727.6   (feet) GPS OBS
 DM5395  ______________________________________________________________________
 DM5395  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DM5395  NAD 83(2011) X  -    260,604.843 (meters)                     COMP
 DM5395  NAD 83(2011) Y  - -4,853,020.331 (meters)                     COMP
 DM5395  NAD 83(2011) Z  -  4,116,926.624 (meters)                     COMP
 DM5395
 DM5395  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5395  Standards:
 DM5395         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5395            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5395  -------------------------------------------------------------------
 DM5395  NETWORK    0.15   0.13           0.04   0.07   0.07     -0.42446100
 DM5395  -------------------------------------------------------------------
 DM5395
 DM5395.The coordinates were established by GPS observations
 DM5395.and adjusted by the National Geodetic Survey in April 2025.
 DM5395
 DM5395.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5395.been affixed to the stable North American Tectonic Plate. 
 DM5395
 DM5395.The coordinates are valid at the epoch date displayed above
 DM5395.which is a decimal equivalence of Year/Month/Day.
 DM5395
 DM5395.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5395.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5395.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5395.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5395.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5395.published epoch of 2010.00.
 DM5395
 DM5395.Additional information on MYCS is available at:
 DM5395.https://geodesy.noaa.gov/CORS/index.shtml
 DM5395
 DM5395.The orthometric height was determined by GPS observations and a
 DM5395.high-resolution geoid model using precise GPS observation and
 DM5395.processing techniques.
 DM5395
 DM5395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5395.GEOID18 height accuracy estimate available here.
 DM5395
 DM5395.The PID for the CORS L1 Phase Center is DS2893.
 DM5395
 DM5395.Click photographs - Photos may exist for this station.
 DM5395
 DM5395.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5395
 DM5395.The ellipsoidal height was determined by GPS observations
 DM5395.and is referenced to NAD 83.
 DM5395
 DM5395. The following values were computed from the NAD 83(2011) position.
 DM5395
 DM5395;                    North         East     Units Scale Factor Converg.
 DM5395;SPC IN W     -   578,373.440   913,328.003   MT  0.99996885   +0 06 07.1
 DM5395;SPC IN W     - 1,897,546.86  2,996,476.96   sFT  0.99996885   +0 06 07.1
 DM5395;UTM  16      - 4,478,585.134   506,257.547   MT  0.99960048   +0 02 52.4
 DM5395
 DM5395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5395!SPC IN W     -   0.99997050  x   0.99996885  =   0.99993935
 DM5395!UTM  16      -   0.99997050  x   0.99960048  =   0.99957099
 DM5395
 DM5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0625778585(NAD 83)
 DM5395
 DM5395                          SUPERSEDED SURVEY CONTROL
 DM5395
 DM5395  NAD 83(2011)-  40 27 28.46818(N)    086 55 34.30804(W) AD(2010.00) c
 DM5395  ELLIP H (06/??/19)  188.094  (m)                       GP(2010.00) c c
 DM5395  NAD 83(2011)-  40 27 28.46818(N)    086 55 34.30800(W) AD(2010.00) c
 DM5395  ELLIP H (08/??/11)  188.086  (m)                       GP(2010.00) c c
 DM5395  NAD 83(CORS)-  40 27 28.46856(N)    086 55 34.30902(W) AD(2002.00) c
 DM5395  ELLIP H (02/??/11)  188.066  (m)                       GP(2002.00) c c
 DM5395
 DM5395.Superseded values are not recommended for survey control.
 DM5395
 DM5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5395.See file dsdata.pdf to determine how the superseded data were derived.
 DM5395
 DM5395_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5395
 DM5395                          STATION DESCRIPTION
 DM5395
 DM5395'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5395'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5395'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5395'AND LOG FILES ACCESSIBLE AT:
 DM5395'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0283 ***********************************************************************
 ME0283  DESIGNATION -  WEST RM 1
 ME0283  PID         -  ME0283
 ME0283  STATE/COUNTY-  IN/MARSHALL
 ME0283  COUNTRY     -  US
 ME0283  USGS QUAD   -  DONALDSON (2019)
 ME0283
 ME0283                         *CURRENT SURVEY CONTROL
 ME0283  ______________________________________________________________________
 ME0283* NAD 83(1986) POSITION- 41 21 14.77   (N) 086 24 03.39   (W)   HD_HELD1
 ME0283* NAVD 88 ORTHO HEIGHT -   262.054 (meters)      859.76  (feet) ADJUSTED
 ME0283  ______________________________________________________________________
 ME0283  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0283  DYNAMIC HEIGHT  -        261.947 (meters)      859.40  (feet) COMP
 ME0283  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME0283
 ME0283  VERT ORDER      -  FIRST     CLASS I
 ME0283
 ME0283.The horizontal coordinates were determined by differentially corrected
 ME0283.hand held GPS observations or other comparable positioning techniques
 ME0283.and have an estimated accuracy of +/- 3 meters.
 ME0283
 ME0283.The orthometric height was determined by differential leveling and
 ME0283.adjusted by the NATIONAL GEODETIC SURVEY
 ME0283.in June 1991.
 ME0283
 ME0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0283.GEOID18 height accuracy estimate available here.
 ME0283
 ME0283.Click photographs - Photos may exist for this station.
 ME0283
 ME0283.The dynamic height is computed by dividing the NAVD 88
 ME0283.geopotential number by the normal gravity value computed on the
 ME0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0283.degrees latitude (g = 980.6199 gals.).
 ME0283
 ME0283.The modeled gravity was interpolated from observed gravity values.
 ME0283
 ME0283;                    North         East    Units  Estimated Accuracy
 ME0283;SPC IN E     -   678,142.7      38,555.3     MT  (+/- 3 meters HH1 GPS) 
 ME0283
 ME0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5011178240(NAD 83)
 ME0283
 ME0283                          SUPERSEDED SURVEY CONTROL
 ME0283
 ME0283  NGVD 29 (??/??/92)  262.169  (m)          860.13   (f) ADJ UNCH    1 1
 ME0283
 ME0283.Superseded values are not recommended for survey control.
 ME0283
 ME0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0283.See file dsdata.pdf to determine how the superseded data were derived.
 ME0283
 ME0283_MARKER: DR = REFERENCE MARK DISK
 ME0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0283_STAMPING: WEST NO 1 1952
 ME0283_MARK LOGO: CGS
 ME0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0283+STABILITY: SURFACE MOTION
 ME0283
 ME0283  HISTORY     - Date     Condition        Report By
 ME0283  HISTORY     - 1952     MONUMENTED       CGS
 ME0283  HISTORY     - 1968     GOOD             CGS
 ME0283  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0283
 ME0283                          STATION DESCRIPTION
 ME0283
 ME0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0283'4.6 MI W FROM PLYMOUTH.
 ME0283'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0283'STATION AT PLYMOUTH, IN SECTION 34, R 1 E, T 34 N, 88.8 FEET
 ME0283'NORTH OF THE STATION MARK DESCRIBED, 25 1/2 FEET SOUTHWEST
 ME0283'OF THE CENTER OF THE JUNCTION OF THE SOUTH ONE OF TWO DRIVEWAYS
 ME0283'LEADING EAST TO A 1 1/2 STORY FRAME HOUSE, NEAR THE ROSE ROAD
 ME0283'OVERPASS OVER THE TRACKS, 19 FEET WEST OF THE CENTER LINE OF
 ME0283'THE ROAD AND 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 ME0283'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 ME0283'GROUND.
 ME0283
 ME0283                          STATION RECOVERY (1992)
 ME0283
 ME0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0283'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0282 ***********************************************************************
 ME0282  DESIGNATION -  WEST RM 2
 ME0282  PID         -  ME0282
 ME0282  STATE/COUNTY-  IN/MARSHALL
 ME0282  COUNTRY     -  US
 ME0282  USGS QUAD   -  DONALDSON (2019)
 ME0282
 ME0282                         *CURRENT SURVEY CONTROL
 ME0282  ______________________________________________________________________
 ME0282* NAD 83(1986) POSITION- 41 21 13.46   (N) 086 24 02.78   (W)   HD_HELD1
 ME0282* NAVD 88 ORTHO HEIGHT -   262.296 (meters)      860.55  (feet) ADJUSTED
 ME0282  ______________________________________________________________________
 ME0282  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0282  DYNAMIC HEIGHT  -        262.188 (meters)      860.20  (feet) COMP
 ME0282  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 ME0282
 ME0282  VERT ORDER      -  FIRST     CLASS I
 ME0282
 ME0282.The horizontal coordinates were determined by differentially corrected
 ME0282.hand held GPS observations or other comparable positioning techniques
 ME0282.and have an estimated accuracy of +/- 3 meters.
 ME0282
 ME0282.The orthometric height was determined by differential leveling and
 ME0282.adjusted by the NATIONAL GEODETIC SURVEY
 ME0282.in June 1991.
 ME0282
 ME0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0282.GEOID18 height accuracy estimate available here.
 ME0282
 ME0282.Click photographs - Photos may exist for this station.
 ME0282
 ME0282.The dynamic height is computed by dividing the NAVD 88
 ME0282.geopotential number by the normal gravity value computed on the
 ME0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0282.degrees latitude (g = 980.6199 gals.).
 ME0282
 ME0282.The modeled gravity was interpolated from observed gravity values.
 ME0282
 ME0282;                    North         East    Units  Estimated Accuracy
 ME0282;SPC IN E     -   678,102.2      38,569.1     MT  (+/- 3 meters HH1 GPS) 
 ME0282
 ME0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5012578199(NAD 83)
 ME0282
 ME0282                          SUPERSEDED SURVEY CONTROL
 ME0282
 ME0282  NGVD 29 (??/??/92)  262.410  (m)          860.92   (f) ADJ UNCH    1 1
 ME0282
 ME0282.Superseded values are not recommended for survey control.
 ME0282
 ME0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0282.See file dsdata.pdf to determine how the superseded data were derived.
 ME0282
 ME0282_MARKER: DR = REFERENCE MARK DISK
 ME0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0282_STAMPING: WEST NO 2 1952
 ME0282_MARK LOGO: CGS
 ME0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0282+STABILITY: SURFACE MOTION
 ME0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0282+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0282
 ME0282  HISTORY     - Date     Condition        Report By
 ME0282  HISTORY     - 1952     MONUMENTED       CGS
 ME0282  HISTORY     - 1968     GOOD             CGS
 ME0282  HISTORY     - 19920831 GOOD             NGS
 ME0282
 ME0282                          STATION DESCRIPTION
 ME0282
 ME0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0282'4.6 MI W FROM PLYMOUTH.
 ME0282'ABOUT 4.6 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0282'THE STATION AT PLYMOUTH, AT THE ROSE ROAD OVERPASS OVER THE
 ME0282'TRACKS, 77.7 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE
 ME0282'STATION MARK DESCRIBED, 24 FEET NORTHEAST OF THE NORTHEAST CORNER
 ME0282'OF THE OVERPASS, 29 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ME0282'6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 5 FEET ABOVE THE
 ME0282'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0282'2 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 34, R 1 E,
 ME0282'T 34N.
 ME0282
 ME0282                          STATION RECOVERY (1992)
 ME0282
 ME0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0282'8.1 KM (5.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 ME0282'OF STATE HIGHWAY 17 (MICHIGAN STREET) IN PLYMOUTH, 33.1 M (108.6 FT)
 ME0282'NORTH OF THE NEAR RAIL, 23.7 M (77.8 FT) SOUTHEAST OF TRIANGULATION
 ME0282'STATION WEST, 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF NORTH ROSE
 ME0282'ROAD, 7.3 M (24.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN
 ME0282'OVERPASS, 1.8 M (5.9 FT) SOUTH OF A FENCE, 1.6 M (5.2 FT) ABOVE THE
 ME0282'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 ME0282'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1926 ***********************************************************************
 KA1926  DESIGNATION -  WESTERN
 KA1926  PID         -  KA1926
 KA1926  STATE/COUNTY-  IN/MARION
 KA1926  COUNTRY     -  US
 KA1926  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA1926
 KA1926                         *CURRENT SURVEY CONTROL
 KA1926  ______________________________________________________________________
 KA1926* NAD 83(1997) POSITION- 39 50 58.40730(N) 086 07 08.61694(W)   ADJUSTED
 KA1926* NAVD 88 ORTHO HEIGHT -   227.55  (+/-2cm)      746.6   (feet) VERTCON3
 KA1926  ______________________________________________________________________
 KA1926  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 KA1926  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 KA1926  HORZ ORDER      -  SECOND
 KA1926  VERT ORDER      -  THIRD ? (See Below)
 KA1926
 KA1926.The horizontal coordinates were established by classical geodetic methods
 KA1926.and adjusted by the National Geodetic Survey in May 1999.
 KA1926
 KA1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1926
 KA1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1926.GEOID18 height accuracy estimate available here.
 KA1926
 KA1926.The vertical order pertains to the NGVD 29 superseded value.
 KA1926
 KA1926.Click photographs - Photos may exist for this station.
 KA1926
 KA1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1926
 KA1926. The following values were computed from the NAD 83(1997) position.
 KA1926
 KA1926;                    North         East     Units Scale Factor Converg.
 KA1926;SPC IN E     -   510,912.031    61,284.938   MT  0.99998511   -0 17 23.6
 KA1926;SPC IN E     - 1,676,217.22    201,065.67   sFT  0.99998511   -0 17 23.6
 KA1926;UTM  16      - 4,411,431.052   575,362.052   MT  0.99966992   +0 33 52.2
 KA1926
 KA1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1926!SPC IN E     -   0.99996959  x   0.99998511  =   0.99995470
 KA1926!UTM  16      -   0.99996959  x   0.99966992  =   0.99963952
 KA1926
 KA1926:                Primary Azimuth Mark                     Grid Az
 KA1926:SPC IN E     -  GIBSON                                   041 54 28.0
 KA1926:UTM  16      -  GIBSON                                   041 03 12.2
 KA1926
 KA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7536211431(NAD 83)
 KA1926
 KA1926|---------------------------------------------------------------------|
 KA1926| PID    Reference Object                     Distance      Geod. Az  |
 KA1926|                                                           dddmmss.s |
 KA1926| KA1920 GIBSON                              APPROX. 2.3 KM 0413704.4 |
 KA1926| CC9628 WESTERN RM                           12.403 METERS 09952     |
 KA1926|---------------------------------------------------------------------|
 KA1926
 KA1926                          SUPERSEDED SURVEY CONTROL
 KA1926
 KA1926  NAD 83(1986)-  39 50 58.40876(N)    086 07 08.64567(W) AD(       ) 2
 KA1926  NAD 27      -  39 50 58.26300(N)    086 07 08.66600(W) AD(       ) 2
 KA1926  USSD        -  39 50 58.31000(N)    086 07 08.46700(W) AD(       ) 3
 KA1926  NGVD 29             227.68   (m)          747.0    (f) LEVELING    3  
 KA1926
 KA1926.Superseded values are not recommended for survey control.
 KA1926
 KA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1926.See file dsdata.pdf to determine how the superseded data were derived.
 KA1926
 KA1926_MARKER: DS = TRIANGULATION STATION DISK
 KA1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1926_STAMPING: WESTERN 1920
 KA1926_MARK LOGO: CGS
 KA1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1926+STABILITY: SURFACE MOTION
 KA1926
 KA1926  HISTORY     - Date     Condition        Report By
 KA1926  HISTORY     - 1920     MONUMENTED       CGS
 KA1926  HISTORY     - 1970     MARK NOT FOUND   BRADY
 KA1926  HISTORY     - 1971     MARK NOT FOUND   NGS
 KA1926  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 KA1926  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 KA1926
 KA1926                          STATION DESCRIPTION
 KA1926
 KA1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1926'IN A CULTIVATED FIELD NEAR A CURVE, AND W OF THE LAKE ERIE AND
 KA1926'WESTERN RAILROAD RIGHT-OF-WAY, 60 YARDS S OF A SIGNAL OR
 KA1926'TELEPHONE BOX ON THE RIGHT-OF-WAY, AND 18.312 METERS, 60.10 FEET, W
 KA1926'OF THE W RAIL. THE STATION, UNDERGROUND AND REFERENCE MARKS ARE
 KA1926'BRONZE TABLETS SET IN CONCRETE.
 KA1926'THE REFERENCE MARK IS IN TH THE RIGHT-OF-WAY FENCE LINE, 12.403
 KA1926'METERS, 40.69 FEET, FROM THE STATION S 80 DEG 08 MIN E.
 KA1926
 KA1926                          STATION RECOVERY (1970)
 KA1926
 KA1926'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (LS)
 KA1926'DID NOT FIND.
 KA1926'
 KA1926'AREA REFERRED TO AS LOCATION OF WESTERN IS NOW OCCUPIED BY
 KA1926'COMMERCIAL BUILDINGS AND ASPHALT PARKING LOTS.
 KA1926
 KA1926                          STATION RECOVERY (1971)
 KA1926
 KA1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1926'A SEARCH WAS MADE OF THE AREA BUT NOTHING WAS FOUND.  THE AREA
 KA1926'IS NOW ALL COMMERICAL BUILDINGS AND PAVED LOTS.  THE STATION AND
 KA1926'REFERENCE MARKS ARE ASSUMED TO HAVE BEEN DESTROYED BY SAID
 KA1926'CONSTRUCTION.
 KA1926
 KA1926                          STATION RECOVERY (1975)
 KA1926
 KA1926'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 KA1926'STATION AND REFERENCE NOT RECOVERED.
 KA1926'
 KA1926'CONSIDERABLE LANDSCAPING DONE IN AREA.
 KA1926'
 KA1926'DISTANCE AND DIRECTION FROM NEAREST TOWN--NE PART OF INDIANAPOLIS.
 KA1926
 KA1926                          STATION RECOVERY (1995)
 KA1926
 KA1926'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1926'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2454 ***********************************************************************
 ME2454  DESIGNATION -  WESTVILLE
 ME2454  PID         -  ME2454
 ME2454  STATE/COUNTY-  IN/LA PORTE
 ME2454  COUNTRY     -  US
 ME2454  USGS QUAD   -  WESTVILLE (2019)
 ME2454
 ME2454                         *CURRENT SURVEY CONTROL
 ME2454  ______________________________________________________________________
 ME2454* NAD 83(1997) POSITION- 41 32 09.24330(N) 086 53 48.55585(W)   ADJUSTED
 ME2454* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 ME2454  ______________________________________________________________________
 ME2454  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 ME2454  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 ME2454  HORZ ORDER      -  SECOND
 ME2454
 ME2454.The horizontal coordinates were established by classical geodetic methods
 ME2454.and adjusted by the National Geodetic Survey in May 1999.
 ME2454
 ME2454.The orthometric height was scaled from a topographic map.
 ME2454
 ME2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2454.GEOID18 height accuracy estimate available here.
 ME2454
 ME2454.Click photographs - Photos may exist for this station.
 ME2454
 ME2454.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2454
 ME2454. The following values were computed from the NAD 83(1997) position.
 ME2454
 ME2454;                    North         East     Units Scale Factor Converg.
 ME2454;SPC IN W     -   698,089.679   915,563.940   MT  0.99996965   +0 07 25.2
 ME2454;SPC IN W     - 2,290,315.89  3,003,812.69   sFT  0.99996965   +0 07 25.2
 ME2454;UTM  16      - 4,598,255.063   508,606.842   MT  0.99960091   +0 04 06.3
 ME2454
 ME2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2454!SPC IN W     -   0.99996689  x   0.99996965  =   0.99993654
 ME2454!UTM  16      -   0.99996689  x   0.99960091  =   0.99956781
 ME2454
 ME2454:                Primary Azimuth Mark                     Grid Az
 ME2454:SPC IN W     -  WESTVILLE AZ MK                          167 38 59.8
 ME2454:UTM  16      -  WESTVILLE AZ MK                          167 42 18.7
 ME2454
 ME2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0860698255(NAD 83)
 ME2454
 ME2454|---------------------------------------------------------------------|
 ME2454| PID    Reference Object                     Distance      Geod. Az  |
 ME2454|                                                           dddmmss.s |
 ME2454| CM3966 WESTVILLE RM 3                       40.651 METERS 04126     |
 ME2454| CM3965 WESTVILLE RM 2                       29.603 METERS 08634     |
 ME2454| CM3963 WESTVILLE AZ MK                                    1674625.0 |
 ME2454| ME0760 E 149                                 4.903 METERS 33546     |
 ME2454| ME2450 WESTVILLE MUNICIPAL TANK            APPROX. 0.7 KM 3453402.5 |
 ME2454| CM3964 WESTVILLE RM 1                       27.484 METERS 35433     |
 ME2454| ME2452 CHICAGO NEW YORK AWY BEACON 4B      APPROX. 3.0 KM 3582828.9 |
 ME2454|---------------------------------------------------------------------|
 ME2454
 ME2454                          SUPERSEDED SURVEY CONTROL
 ME2454
 ME2454  NAD 83(1994)-  41 32 09.24750(N)    086 53 48.56031(W) AD(       ) 2
 ME2454  NAD 83(1986)-  41 32 09.24691(N)    086 53 48.56050(W) AD(       ) 2
 ME2454  NAD 27      -  41 32 09.09940(N)    086 53 48.46420(W) AD(       ) 2
 ME2454
 ME2454.Superseded values are not recommended for survey control.
 ME2454
 ME2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2454.See file dsdata.pdf to determine how the superseded data were derived.
 ME2454
 ME2454_MARKER: DS = TRIANGULATION STATION DISK
 ME2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2454_STAMPING: WESTVILLE 1948
 ME2454_MARK LOGO: CGS
 ME2454_PROJECTION: FLUSH
 ME2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2454+STABILITY: SURFACE MOTION
 ME2454
 ME2454  HISTORY     - Date     Condition        Report By
 ME2454  HISTORY     - 1948     MONUMENTED       CGS
 ME2454  HISTORY     - 1979     GOOD             NGS
 ME2454
 ME2454                          STATION DESCRIPTION
 ME2454
 ME2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2454'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF WESTVILLE AT THE JUNCTION
 ME2454'OF U.S.  HIGHWAY 6 AND STATE HIGHWAY 43.  IT IS 63 FEET NORTHEAST OF
 ME2454'CENTER OF HIGHWAY 6, 51 FEET WEST OF CENTER OF HIGHWAY 43 AND 16 FEET
 ME2454'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 ME2454'AND THE DISK IS STAMPED WESTVILLE 1948.
 ME2454'
 ME2454'REFERENCE MARK NO. 1 IS 90.17 FEET NORTH OF STATION.  IT IS 51 FEET
 ME2454'WEST OF CENTER OF HIGHWAY 43 AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2454'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WESTVILLE NO 1 1948.
 ME2454'
 ME2454'REFERENCE MARK NO 2 IS 97.12 FEET EAST OF STATION.  IT IS 44 FEET EAST
 ME2454'OF CENTER OF HIGHWAY 43 AND 2 FEET NORTHWEST OF A POWER POLE.  THE
 ME2454'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WESTVILLE NO 2
 ME2454'1948.
 ME2454'
 ME2454'E 149 (USC AND GS) BM WAS USED AS AN ADDITIONAL REFERENCE MARK.  IT IS
 ME2454'16.18 FEET NORTHWEST OF STATION, 68 FEET NORTHEAST OF CENTER OF
 ME2454'HIGHWAY 6, 59 FEET EAST OF CENTER OF HIGHWAY 43 AND 2 FEET EAST OF A
 ME2454'WHITE WITNESS POST.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH
 ME2454'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS BM DISK
 ME2454'STAMPED E 149 1946.
 ME2454'
 ME2454'AZIMUTH MARK IS 0.2 MILE SOUTH OF STATION.  IT IS 66 FEET EAST OF
 ME2454'CENTER OF HIGHWAYS 6 AND 43, 17 FEET NORTH OF CENTER OF A GRAVEL ROAD,
 ME2454'1 FOOT NORTHWEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A WHITE
 ME2454'WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 ME2454'STAMPED WESTVILLE 1948.
 ME2454'
 ME2454'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON HIGHWAYS 6 AND 43 FOR
 ME2454'0.2 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND GO ABOUT 0.05 MILE TO
 ME2454'MARK ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 ME2454'
 ME2454'ADDITIONAL OBJECTS VISIBLE FROM THE GROUND-
 ME2454'
 ME2454'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2454
 ME2454                          STATION RECOVERY (1979)
 ME2454
 ME2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2454'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 ME2454'CONDITION.  REFERENCE MARK 1 AND BENCH MARK E 149 WERE FOUND IN POOR
 ME2454'CONDITION BUT VERY SOLID, ALTHO VISIBLE SIGNS OF DISTURBANCE ARE
 ME2454'VISIBLE.  REFERENCE MARK 2 WAS NOT RECOVERED AND ASSUMED LOST TO ROAD
 ME2454'WIDENING.  REFERENCE MARK 1 COULD NOT BE MEASURED OR OBSURVED AS POWER
 ME2454'LINE POLE BLOCKS LINE OF SIGHT.  BENCH MARK E 149 WAS FOUND TO BE
 ME2454'SHORTER BY 0.19 FOOT.  THE DIRECTION WAS LESS BY 10 MINUTES.  THE
 ME2454'DIRECTION AZIMUTH MARK TO WESTVILLE MUNI. WATER TANK 1948 WAS SMALLER
 ME2454'BY 6 SECONDS.  REFERENCE MARK 3 WAS SET AND ESTABLISHED AT THIS TIME.
 ME2454'
 ME2454'STATION IS 51 FEET W OF CENTERLINE OF U.S. HIGHWAY 421, 62 FEET NE OF
 ME2454'CENTERLINE OF U.S. HIGHWAY 6, 59.5 FEET S OF POWER POLE 427 241, 16.5
 ME2454'FEET SE OF A METAL WITNESS POST, 18.3 FEET S OF A CONCRETE RIGHT OF
 ME2454'WAY MARKER AND 16.3 FEET SOUTH OF POWER POLE.
 ME2454'
 ME2454'REFERENCE MARK 3 IS 90 FEET N OF CENTERLINE OF GREENWAY STREET, 49
 ME2454'FEET E OF CENTERLINE OF HIGHWAY 421, 1 FOOT S OF POWER POLE 430 043.
 ME2454'THE MARK IS FLUSH AND THE DISK STAMPED WESTVILLE 1948 NO 3 1979.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2453 ***********************************************************************
 ME2453  DESIGNATION -  WESTVILLE BEATTY MEM HOSP TANK
 ME2453  PID         -  ME2453
 ME2453  STATE/COUNTY-  IN/LA PORTE
 ME2453  COUNTRY     -  US
 ME2453  USGS QUAD   -  WESTVILLE (2019)
 ME2453
 ME2453                         *CURRENT SURVEY CONTROL
 ME2453  ______________________________________________________________________
 ME2453* NAD 83(1997) POSITION- 41 31 28.44801(N) 086 54 16.60017(W)   ADJUSTED
 ME2453  ______________________________________________________________________
 ME2453  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME2453  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 ME2453  HORZ ORDER      -  THIRD
 ME2453
 ME2453.The horizontal coordinates were established by classical geodetic methods
 ME2453.and adjusted by the National Geodetic Survey in May 1999.
 ME2453
 ME2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2453.GEOID18 height accuracy estimate available here.
 ME2453
 ME2453.Click photographs - Photos may exist for this station.
 ME2453
 ME2453.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2453
 ME2453. The following values were computed from the NAD 83(1997) position.
 ME2453
 ME2453;                    North         East     Units Scale Factor Converg.
 ME2453;SPC IN W     -   696,829.764   914,916.481   MT  0.99996940   +0 07 06.5
 ME2453;SPC IN W     - 2,286,182.32  3,001,688.49   sFT  0.99996940   +0 07 06.5
 ME2453;UTM  16      - 4,596,996.238   507,958.408   MT  0.99960078   +0 03 47.7
 ME2453
 ME2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0795896996(NAD 83)
 ME2453
 ME2453                          SUPERSEDED SURVEY CONTROL
 ME2453
 ME2453  NAD 83(1994)-  41 31 28.45303(N)    086 54 16.60407(W) AD(       ) 3
 ME2453  NAD 83(1986)-  41 31 28.45229(N)    086 54 16.60393(W) AD(       ) 3
 ME2453  NAD 27      -  41 31 28.30800(N)    086 54 16.50800(W) AD(       ) 3
 ME2453
 ME2453.Superseded values are not recommended for survey control.
 ME2453
 ME2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2453.See file dsdata.pdf to determine how the superseded data were derived.
 ME2453
 ME2453_MARKER: 53 = ELEVATED TANK
 ME2453
 ME2453  HISTORY     - Date     Condition        Report By
 ME2453  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2453
 ME2453                          STATION DESCRIPTION
 ME2453
 ME2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2453'STATION IS LOCATED ABOUT 1 MILE SOUTH OF WESTVILLE AND ABOUT
 ME2453'.05 MILE WEST OF
 ME2453'THE JUNCTION OF U.S. HIGHWAYS 6 AND 421.  IT IS AN 8-LEGGED STEEL
 ME2453'STRUCTURE 175 FEET HIGH WITH A
 ME2453'WATER TANK ATOP PAINTED SILVER AND HAS THE LEGGEND
 ME2453'DR. NORMAN M. BEATTY MEMORIAL HOSPITAL IN LARGE
 ME2453'BLACK LETTERS ON THE SIDE OF THE TANK.
 ME2453'THE POINT OF INTERSECTION WAS THE LIGHT AT THE APEX OF THE ROOF OF
 ME2453'THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2450 ***********************************************************************
 ME2450  DESIGNATION -  WESTVILLE MUNICIPAL TANK
 ME2450  PID         -  ME2450
 ME2450  STATE/COUNTY-  IN/LA PORTE
 ME2450  COUNTRY     -  US
 ME2450  USGS QUAD   -  WESTVILLE (2019)
 ME2450
 ME2450                         *CURRENT SURVEY CONTROL
 ME2450  ______________________________________________________________________
 ME2450* NAD 83(1997) POSITION- 41 32 30.86659(N) 086 53 55.96312(W)   ADJUSTED
 ME2450  ______________________________________________________________________
 ME2450  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 ME2450  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 ME2450  HORZ ORDER      -  THIRD
 ME2450
 ME2450.The horizontal coordinates were established by classical geodetic methods
 ME2450.and adjusted by the National Geodetic Survey in May 1999.
 ME2450
 ME2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2450.GEOID18 height accuracy estimate available here.
 ME2450
 ME2450.Click photographs - Photos may exist for this station.
 ME2450
 ME2450.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2450
 ME2450. The following values were computed from the NAD 83(1997) position.
 ME2450
 ME2450;                    North         East     Units Scale Factor Converg.
 ME2450;SPC IN W     -   698,756.393   915,390.817   MT  0.99996958   +0 07 20.4
 ME2450;SPC IN W     - 2,292,503.27  3,003,244.71   sFT  0.99996958   +0 07 20.4
 ME2450;UTM  16      - 4,598,921.698   508,434.426   MT  0.99960088   +0 04 01.4
 ME2450
 ME2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0843498921(NAD 83)
 ME2450
 ME2450                          SUPERSEDED SURVEY CONTROL
 ME2450
 ME2450  NAD 83(1994)-  41 32 30.87089(N)    086 53 55.96741(W) AD(       ) 3
 ME2450  NAD 83(1986)-  41 32 30.87029(N)    086 53 55.96748(W) AD(       ) 3
 ME2450  NAD 27      -  41 32 30.72100(N)    086 53 55.87200(W) AD(       ) 3
 ME2450
 ME2450.Superseded values are not recommended for survey control.
 ME2450
 ME2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2450.See file dsdata.pdf to determine how the superseded data were derived.
 ME2450
 ME2450_MARKER: 53 = ELEVATED TANK
 ME2450
 ME2450  HISTORY     - Date     Condition        Report By
 ME2450  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2450  HISTORY     - 1988     GOOD             USPSQD
 ME2450
 ME2450                          STATION DESCRIPTION
 ME2450
 ME2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2450'STATION IS LOCATED IN THE CENTER OF WESTVILLE.  IT IS 1 BLOCK WEST OF
 ME2450'STATE HIGHWAY NO. 43 AND
 ME2450'100 FEET NORTH OF MAIN STREET.  THE STATION IS A 4 LEGGED STEEL
 ME2450'STRUCTURE 150 FEET HIGH WITH A WATER
 ME2450'TANK ATOP PAINTED SILVER.  THE POINT OBSERVED ON
 ME2450'WAS THE BALL AT THE APEX OF THE ROOF OF THE WATER TANK.
 ME2450
 ME2450                          STATION RECOVERY (1988)
 ME2450
 ME2450'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2451 ***********************************************************************
 ME2451  DESIGNATION -  WESTVILLE RAD STA KSD 86 MAST
 ME2451  PID         -  ME2451
 ME2451  STATE/COUNTY-  IN/PORTER
 ME2451  COUNTRY     -  US
 ME2451  USGS QUAD   -  WESTVILLE (2019)
 ME2451
 ME2451                         *CURRENT SURVEY CONTROL
 ME2451  ______________________________________________________________________
 ME2451* NAD 83(1997) POSITION- 41 34 34.90202(N) 086 55 56.16811(W)   ADJUSTED
 ME2451  ______________________________________________________________________
 ME2451  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 ME2451  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 ME2451  HORZ ORDER      -  THIRD
 ME2451
 ME2451.The horizontal coordinates were established by classical geodetic methods
 ME2451.and adjusted by the National Geodetic Survey in May 1999.
 ME2451
 ME2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2451.GEOID18 height accuracy estimate available here.
 ME2451
 ME2451.Click photographs - Photos may exist for this station.
 ME2451
 ME2451.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2451
 ME2451. The following values were computed from the NAD 83(1997) position.
 ME2451
 ME2451;                    North         East     Units Scale Factor Converg.
 ME2451;SPC IN W     -   702,577.513   912,598.054   MT  0.99996862   +0 06 00.9
 ME2451;SPC IN W     - 2,305,039.72  2,994,082.12   sFT  0.99996862   +0 06 00.9
 ME2451;UTM  16      - 4,602,744.102   505,646.378   MT  0.99960039   +0 02 41.8
 ME2451
 ME2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0564602744(NAD 83)
 ME2451
 ME2451                          SUPERSEDED SURVEY CONTROL
 ME2451
 ME2451  NAD 83(1994)-  41 34 34.90679(N)    086 55 56.17073(W) AD(       ) 3
 ME2451  NAD 83(1986)-  41 34 34.90562(N)    086 55 56.16992(W) AD(       ) 3
 ME2451  NAD 27      -  41 34 34.76000(N)    086 55 56.06900(W) AD(       ) 3
 ME2451
 ME2451.Superseded values are not recommended for survey control.
 ME2451
 ME2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2451.See file dsdata.pdf to determine how the superseded data were derived.
 ME2451
 ME2451_MARKER: 42 = RADIO/TV MAST
 ME2451
 ME2451  HISTORY     - Date     Condition        Report By
 ME2451  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2451
 ME2451                          STATION DESCRIPTION
 ME2451
 ME2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2451'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MICHIGAN CITY
 ME2451'AND ABOUT 3 MILES
 ME2451'NORTHWEST OF WESTVILLE.  IT IS A 3-LEGGED STEEL STRUCTURE 255 FEET
 ME2451'HIGH PAINTED ALTERNATE COLORS OF RED
 ME2451'AND WHITE.  THE POINT OF INTERSECTION WAS THE
 ME2451'FLASHING LIGHT AT THE TOP OF THE MAST.
 ME2451'
 ME2451'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 421 AND 20
 ME2451'WHICH IS ABOUT 1 MILE SOUTH OF
 ME2451'MICHIGAN CITY, GO WEST ON U.S. HIGHWAY 20 FOR 2.05 MILES TO A PAVED
 ME2451'CROSSROAD, TURN LEFT AND GO SOUTH
 ME2451'FOR 5.75 MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 ME2451'HEAD RO 1.6 MILE TO THE STATION ON THE RIGHT.
 ME2451'
 ME2451'FCC STATE THAT THE MAST IS OWNED BY THE MICHIGAN-WISCONSIN PIPLINE
 ME2451'CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2284 ***********************************************************************
 JZ2284  DESIGNATION -  WEWEE GAS WELL
 JZ2284  PID         -  JZ2284
 JZ2284  STATE/COUNTY-  IN/DECATUR
 JZ2284  COUNTRY     -  US
 JZ2284  USGS QUAD   -  FOREST HILL (2019)
 JZ2284
 JZ2284                         *CURRENT SURVEY CONTROL
 JZ2284  ______________________________________________________________________
 JZ2284* NAD 83(1986) POSITION- 39 20 37.     (N) 085 33 22.     (W)   SCALED
 JZ2284* NAVD 88 ORTHO HEIGHT -   273.071 (meters)      895.90  (feet) ADJUSTED
 JZ2284  ______________________________________________________________________
 JZ2284  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2284  DYNAMIC HEIGHT  -        272.901 (meters)      895.34  (feet) COMP
 JZ2284  MODELED GRAVITY -    979,999.2   (mgal)                       NAVD 88
 JZ2284
 JZ2284  VERT ORDER      -  SECOND    CLASS 0
 JZ2284
 JZ2284.The horizontal coordinates were scaled from a map and have
 JZ2284.an estimated accuracy of +/- 6 seconds.
 JZ2284
 JZ2284.The orthometric height was determined by differential leveling and
 JZ2284.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2284.in June 1991.
 JZ2284
 JZ2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2284.GEOID18 height accuracy estimate available here.
 JZ2284
 JZ2284.Click photographs - Photos may exist for this station.
 JZ2284
 JZ2284.The dynamic height is computed by dividing the NAVD 88
 JZ2284.geopotential number by the normal gravity value computed on the
 JZ2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2284.degrees latitude (g = 980.6199 gals.).
 JZ2284
 JZ2284.The modeled gravity was interpolated from observed gravity values.
 JZ2284
 JZ2284;                    North         East    Units  Estimated Accuracy
 JZ2284;SPC IN E     -   454,650.      109,530.      MT  (+/- 180 meters Scaled)
 JZ2284
 JZ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ244559(NAD 83)
 JZ2284
 JZ2284                          SUPERSEDED SURVEY CONTROL
 JZ2284
 JZ2284  NGVD 29 (??/??/92)  273.190  (m)          896.29   (f) ADJ UNCH    2 0
 JZ2284
 JZ2284.Superseded values are not recommended for survey control.
 JZ2284
 JZ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2284.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2284
 JZ2284_MARKER: X = CHISELED CROSS
 JZ2284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2284_SP_SET: WEWEE GAS WELL CASING
 JZ2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2284
 JZ2284  HISTORY     - Date     Condition        Report By
 JZ2284  HISTORY     - 1947     MONUMENTED       CGS
 JZ2284
 JZ2284                          STATION DESCRIPTION
 JZ2284
 JZ2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2284'3.4 MI S FROM ADAMS.
 JZ2284'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2284'FROM THE STATION AT ADAMS, THENCE ABOUT 0.7 MILE SOUTH ALONG
 JZ2284'A GRAVEL ROAD, THENCE ABOUT 0.25 MILE WEST ALONG A BLACK TOP ROAD,
 JZ2284'THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.55
 JZ2284'MILE NORTH OF THE T JUNCTION OF AN EAST-WEST BLACK TOP ROAD, AT
 JZ2284'THE WEWEE FARM, A CHISELED CROSS BETWEEN TWO CHISELED LINES ON
 JZ2284'THE WEST SIDE OF THE WEWEE GAS WELL CASING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2538 ***********************************************************************
 ME2538  DESIGNATION -  WHEATFIELD
 ME2538  PID         -  ME2538
 ME2538  STATE/COUNTY-  IN/JASPER
 ME2538  COUNTRY     -  US
 ME2538  USGS QUAD   -  WHEATFIELD (2019)
 ME2538
 ME2538                         *CURRENT SURVEY CONTROL
 ME2538  ______________________________________________________________________
 ME2538* NAD 83(1997) POSITION- 41 11 13.47748(N) 087 05 01.35780(W)   ADJUSTED
 ME2538* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 ME2538  ______________________________________________________________________
 ME2538  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 ME2538  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 ME2538  HORZ ORDER      -  SECOND
 ME2538
 ME2538.The horizontal coordinates were established by classical geodetic methods
 ME2538.and adjusted by the National Geodetic Survey in May 1999.
 ME2538
 ME2538.The orthometric height was scaled from a topographic map.
 ME2538
 ME2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2538.GEOID18 height accuracy estimate available here.
 ME2538
 ME2538.Click photographs - Photos may exist for this station.
 ME2538
 ME2538.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2538
 ME2538. The following values were computed from the NAD 83(1997) position.
 ME2538
 ME2538;                    North         East     Units Scale Factor Converg.
 ME2538;SPC IN W     -   659,333.483   899,968.358   MT  0.99996667   -0 00 00.9
 ME2538;SPC IN W     - 2,163,163.27  2,952,646.19   sFT  0.99996667   -0 00 00.9
 ME2538;UTM  16      - 4,559,528.107   492,979.762   MT  0.99960061   -0 03 18.5
 ME2538
 ME2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2538!SPC IN W     -   0.99997316  x   0.99996667  =   0.99993983
 ME2538!UTM  16      -   0.99997316  x   0.99960061  =   0.99957378
 ME2538
 ME2538:                Primary Azimuth Mark                     Grid Az
 ME2538:SPC IN W     -  KANK                                     310 25 21.1
 ME2538:UTM  16      -  KANK                                     310 28 38.7
 ME2538
 ME2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9297959528(NAD 83)
 ME2538
 ME2538|---------------------------------------------------------------------|
 ME2538| PID    Reference Object                     Distance      Geod. Az  |
 ME2538|                                                           dddmmss.s |
 ME2538| CM3967 WHEATFIELD AZ MK                                   0032304.1 |
 ME2538| CM3970 WHEATFIELD RM 3                      25.045 METERS 04747     |
 ME2538| CM3968 WHEATFIELD RM 1                      19.492 METERS 08910     |
 ME2538| CM3969 WHEATFIELD RM 2                      25.085 METERS 18027     |
 ME2538| ME2532 KANK                                APPROX.12.7 KM 3102520.2 |
 ME2538|---------------------------------------------------------------------|
 ME2538
 ME2538                          SUPERSEDED SURVEY CONTROL
 ME2538
 ME2538  NAD 83(1986)-  41 11 13.48191(N)    087 05 01.36422(W) AD(       ) 2
 ME2538  NAD 27      -  41 11 13.34640(N)    087 05 01.27140(W) AD(       ) 2
 ME2538
 ME2538.Superseded values are not recommended for survey control.
 ME2538
 ME2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2538.See file dsdata.pdf to determine how the superseded data were derived.
 ME2538
 ME2538_MARKER: DS = TRIANGULATION STATION DISK
 ME2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2538_STAMPING: WHEATFIELD 1952
 ME2538_MARK LOGO: CGS
 ME2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2538+STABILITY: SURFACE MOTION
 ME2538
 ME2538  HISTORY     - Date     Condition        Report By
 ME2538  HISTORY     - 1952     MONUMENTED       CGS
 ME2538  HISTORY     - 1968     GOOD             CGS
 ME2538  HISTORY     - 1977     GOOD             NGS
 ME2538  HISTORY     - 19891022 GOOD             USPSQD
 ME2538  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME2538
 ME2538                          STATION DESCRIPTION
 ME2538
 ME2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2538'STATION IS LOCATED ABOUT 6 MILES EAST OF DEMOTTE AND ABOUT 2 MILES
 ME2538'SOUTHWEST OF WHEATFIELD AND ON PROPERTY OWNED BY ANDREW KAMMINGA.  IT
 ME2538'IS 112 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 10 AND A
 ME2538'GRAVEL CROSSROAD, 108 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 26 FEET
 ME2538'WEST OF THE CENTER OF THE GRAVEL ROAD, 4 FEET SOUTHEAST OF A WHITE
 ME2538'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 ME2538'INCHES AND THE DISK IS STAMPED WHEATFIELD 1952.
 ME2538'
 ME2538'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 ME2538'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WHEATFIELD NO 1
 ME2538'1952.
 ME2538'
 ME2538'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME2538'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE
 ME2538'DISK IS STAMPED WHEATFIELD NO 2 1952.
 ME2538'
 ME2538'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2.6 FEET
 ME2538'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE
 ME2538'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WHEATFIELD 1952.
 ME2538'
 ME2538'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 10
 ME2538'WHICH IS ABOUT 2 MILES EAST OF DEMOTTE, GO EAST ON STATE HIGHWAY 10
 ME2538'FOR 3.5 MILES TO A GRAVEL CROSSROAD AND THE STATION IN THE SOUTHWEST
 ME2538'ANGLE, TURN LEFT ON GRAVEL ROAD AND GO NORTH FOR 0.2 MILE TO THE
 ME2538'AZIMUTH MARK ON THE RIGHT.
 ME2538'
 ME2538'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2538
 ME2538                          STATION RECOVERY (1968)
 ME2538
 ME2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2538'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 ME2538'GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING CHANGES.
 ME2538'
 ME2538'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2538'
 ME2538'REFERENCE MARK 1 IS 7 FEET SOUTH OF A 14 INCH OAK TREE AND 7 FEET
 ME2538'NORTHEAST OF A 6 INCH OAK TREE.
 ME2538'
 ME2538'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND DIRECTLY
 ME2538'EAST AND ACROSS THE ROAD FROM A SMALL 2 STORY FRAME HOUSE.
 ME2538'
 ME2538'THE CROSSROAD AT THE STATION IS CO. RD. 200 W.
 ME2538'
 ME2538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTHWEST OF
 ME2538'WHEATFIELD
 ME2538
 ME2538                          STATION RECOVERY (1977)
 ME2538
 ME2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME2538'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2538'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED WHEN
 ME2538'A DRIVEWAY AND RETAINING WALL WERE CONSTRUCTED.  THE AZIMUTH MARK WAS
 ME2538'NOT VISIBLE AS TREES BLOCKED THE LINE OF SIGHT AND NO OBJECT VISIBLE
 ME2538'TO SET AND ESTABLISH A NEW AZIMUTH MARK FROM.  REFERENCE MARK 3 WAS
 ME2538'ESTABLISHED.
 ME2538'
 ME2538'THE 1952 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION WITH THE
 ME2538'ADDITION OF REFERENCE MARK 3 AND A METAL WITNESS POST SET 1 FOOT SOUTH
 ME2538'OF THE STATION.
 ME2538'
 ME2538'REFERENCE MARK 3 IS 53 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 ME2538'10, 34 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 200W AND 17.6 FEET
 ME2538'SOUTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 ME2538'WHEATFIELD 1952 NO 3 1977.
 ME2538'
 ME2538'THE GRAVEL ROAD MENTIONED IN 1952 IS NOW COUNTY ROAD 200W.
 ME2538'
 ME2538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST OF
 ME2538'WHEATFIELD.
 ME2538'
 ME2538'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2538
 ME2538                          STATION RECOVERY (1989)
 ME2538
 ME2538'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2538'RECOVERED IN GOOD CONDITION.
 ME2538
 ME2538                          STATION RECOVERY (2012)
 ME2538
 ME2538'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0963 ***********************************************************************
 ME0963  FBN         -  This is a Federal Base Network Control Station.
 ME0963  DESIGNATION -  WHEELER
 ME0963  PID         -  ME0963
 ME0963  STATE/COUNTY-  IN/PORTER
 ME0963  COUNTRY     -  US
 ME0963  USGS QUAD   -  PORTAGE (2019)
 ME0963
 ME0963                         *CURRENT SURVEY CONTROL
 ME0963  ______________________________________________________________________
 ME0963* NAD 83(2011) POSITION- 41 30 39.17850(N) 087 10 36.94812(W)   ADJUSTED
 ME0963* NAD 83(2011) ELLIP HT-   169.742 (meters)        (06/27/12)   ADJUSTED
 ME0963* NAD 83(2011) EPOCH   -  2010.00
 ME0963* NAVD 88 ORTHO HEIGHT -   203.424 (meters)      667.40  (feet) ADJUSTED
 ME0963  ______________________________________________________________________
 ME0963  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME0963  NAD 83(2011) X  -    235,586.972 (meters)                     COMP
 ME0963  NAD 83(2011) Y  - -4,777,499.106 (meters)                     COMP
 ME0963  NAD 83(2011) Z  -  4,205,189.941 (meters)                     COMP
 ME0963  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 ME0963  DYNAMIC HEIGHT  -        203.345 (meters)      667.14  (feet) COMP
 ME0963  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 ME0963
 ME0963  VERT ORDER      -  FIRST     CLASS I
 ME0963
 ME0963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0963  Standards:
 ME0963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0963  -------------------------------------------------------------------
 ME0963  NETWORK    0.67   1.39           0.31   0.22   0.71     -0.03325198
 ME0963  -------------------------------------------------------------------
 ME0963  Click here for local accuracies and other accuracy information.
 ME0963
 ME0963.The horizontal coordinates were established by GPS observations
 ME0963.and adjusted by the National Geodetic Survey in June 2012.
 ME0963
 ME0963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0963.been affixed to the stable North American tectonic plate. See 
 ME0963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0963
 ME0963.The horizontal coordinates are valid at the epoch date displayed above
 ME0963.which is a decimal equivalence of Year/Month/Day.
 ME0963
 ME0963.The orthometric height was determined by differential leveling and
 ME0963.adjusted by the NATIONAL GEODETIC SURVEY
 ME0963.in April 1995.
 ME0963
 ME0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0963.GEOID18 height accuracy estimate available here.
 ME0963
 ME0963.Click photographs - Photos may exist for this station.
 ME0963
 ME0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0963
 ME0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0963
 ME0963.The ellipsoidal height was determined by GPS observations
 ME0963.and is referenced to NAD 83.
 ME0963
 ME0963.The dynamic height is computed by dividing the NAVD 88
 ME0963.geopotential number by the normal gravity value computed on the
 ME0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0963.degrees latitude (g = 980.6199 gals.).
 ME0963
 ME0963.The modeled gravity was interpolated from observed gravity values.
 ME0963
 ME0963. The following values were computed from the NAD 83(2011) position.
 ME0963
 ME0963;                    North         East     Units Scale Factor Converg.
 ME0963;SPC IN W     -   695,298.604   892,186.603   MT  0.99996742   -0 03 43.3
 ME0963;SPC IN W     - 2,281,158.84  2,927,115.55   sFT  0.99996742   -0 03 43.3
 ME0963;UTM  16      - 4,595,487.544   485,235.399   MT  0.99960268   -0 07 02.1
 ME0963
 ME0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0963!SPC IN W     -   0.99997338  x   0.99996742  =   0.99994080
 ME0963!UTM  16      -   0.99997338  x   0.99960268  =   0.99957607
 ME0963
 ME0963:                Primary Azimuth Mark                     Grid Az
 ME0963:SPC IN W     -  LIBERTY TWP MICROWAV KSA 45 LT           079 41 49.5
 ME0963:UTM  16      -  LIBERTY TWP MICROWAV KSA 45 LT           079 45 08.3
 ME0963
 ME0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8523595487(NAD 83)
 ME0963
 ME0963|---------------------------------------------------------------------|
 ME0963| PID    Reference Object                     Distance      Geod. Az  |
 ME0963|                                                           dddmmss.s |
 ME0963| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX.12.1 KM 0793806.2 |
 ME0963| ME0962 WHEELER RM 1                          8.594 METERS 11557     |
 ME0963| CM3971 WHEELER AZ MK                                      2962636.3 |
 ME0963| ME0964 WHEELER RM 2                          7.885 METERS 29919     |
 ME0963|---------------------------------------------------------------------|
 ME0963
 ME0963                          SUPERSEDED SURVEY CONTROL
 ME0963
 ME0963  NAD 83(2007)-  41 30 39.17859(N)    087 10 36.94909(W) AD(2002.00) 0
 ME0963  ELLIP H (02/10/07)  169.760  (m)                       GP(2002.00)    
 ME0963  NAD 83(1997)-  41 30 39.17876(N)    087 10 36.94936(W) AD(       ) B
 ME0963  ELLIP H (04/10/98)  169.762  (m)                       GP(       ) 4 1
 ME0963  NAD 83(1994)-  41 30 39.18238(N)    087 10 36.95412(W) AD(       ) 2
 ME0963  NAD 83(1986)-  41 30 39.18370(N)    087 10 36.95434(W) AD(       ) 2
 ME0963  NAD 27      -  41 30 39.04550(N)    087 10 36.83420(W) AD(       ) 2
 ME0963  NAVD 88             203.42   (m)          667.4    (f) LEVELING    3  
 ME0963  NAVD 88 (06/15/91)  203.433  (m)          667.43   (f) SUPERSEDED  1 1
 ME0963  NGVD 29 (01/19/93)  203.523  (m)          667.73   (f) ADJUSTED    1 1
 ME0963  NGVD 29 (??/??/92)  203.523  (m)          667.73   (f) SUPERSEDED  1 1
 ME0963  NGVD 29             203.52   (m)          667.7    (f) LEVELING    3  
 ME0963
 ME0963.Superseded values are not recommended for survey control.
 ME0963
 ME0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0963.See file dsdata.pdf to determine how the superseded data were derived.
 ME0963
 ME0963_MARKER: DS = TRIANGULATION STATION DISK
 ME0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0963_STAMPING: WHEELER 1952
 ME0963_MARK LOGO: CGS
 ME0963_PROJECTION: FLUSH
 ME0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0963+STABILITY: SURFACE MOTION
 ME0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0963+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2010
 ME0963
 ME0963  HISTORY     - Date     Condition        Report By
 ME0963  HISTORY     - 1952     MONUMENTED       CGS
 ME0963  HISTORY     - 1963     GOOD             USGS
 ME0963  HISTORY     - 1968     GOOD             CGS
 ME0963  HISTORY     - 1968     GOOD             CGS
 ME0963  HISTORY     - 19880719 GOOD             NGS
 ME0963  HISTORY     - 19920906 GOOD             NGS
 ME0963  HISTORY     - 19970805 GOOD             SEC
 ME0963  HISTORY     - 19980725 GOOD             WOOLPT
 ME0963  HISTORY     - 20030616 GOOD             NGS
 ME0963  HISTORY     - 20100203 GOOD             LFA
 ME0963  HISTORY     - 20151120 GOOD             AEROTE
 ME0963
 ME0963                          STATION DESCRIPTION
 ME0963
 ME0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0963'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF VALPARAISO, NEAR THE
 ME0963'SOUTHEAST CITY LIMITS OF WHEELER ON STATE HIGHWAY-RIGHT OF WAY.  IT IS
 ME0963'32 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 130, 8 FEET WEST OF A
 ME0963'TELEPHONE POLE AND 2 FEET SOUTHWEST OF A FENCE LINE.  THE MARK IS
 ME0963'FLUSH AND THE DISK IS STAMPED WHEELER 1952.
 ME0963'
 ME0963'REFERENCE MARK NO. 1 IS 33 FEET NORTHEAST OF THE CENTER OF THE
 ME0963'HIGHWAY, 20 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A
 ME0963'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WHEELER NO 1
 ME0963'1952.
 ME0963'
 ME0963'REFERENCE MARK NO. 2 IS 33 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY
 ME0963'AND 1 FOOT SOUTHWEST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE
 ME0963'DISK IS STAMPED WHEELER NO 2 1952.
 ME0963'
 ME0963'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET
 ME0963'SOUTH OF THE CENTER OF A SIDEWALK AND 2 FEET EAST OF A WHITE SIGN
 ME0963'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED WHEELER 1952.
 ME0963'
 ME0963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 130 AT
 ME0963'THE NORTHWEST CORNER OF THE COURTHOUSE IN VALPARAISO, GO NORTHWEST ON
 ME0963'HIGHWAY 130 FOR 6.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME0963'CONTINUE NORTHWEST ON HIGHWAY 130 FOR 0.3 MILE TO WHEELER AND AZIMUTH
 ME0963'MARK ON THE RIGHT AS DESCRIBED.
 ME0963'
 ME0963'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME0963
 ME0963                          STATION RECOVERY (1963)
 ME0963
 ME0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME0963'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NOTHING
 ME0963'VISIBLE FROM TRIPOD HEIGHT.  DESCRIPTION IS ADEQUATE.  AZIMUTH MARK
 ME0963'WAS NOT RECOVERED.
 ME0963
 ME0963                          STATION RECOVERY (1968)
 ME0963
 ME0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0963'THE STATION, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AND IN GOOD
 ME0963'CONDITION.
 ME0963'
 ME0963'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 ME0963'RECOVERED.  THE HIGHWAY HAS BEEN WIDENED AND MARK IS PROBABLY COVERED
 ME0963'WITH FILL.
 ME0963'
 ME0963'THE TO REACH IS ADEQUATE.
 ME0963'
 ME0963'NO AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 ME0963'
 ME0963'BENCH MARK Q 149 IS LOCATED 0.15 MILE NORTHWEST OF THE STATION MARK
 ME0963'AND COULD BE USED FOR AN AZIMUTH MARK AS IT IS VISIBLE FROM THE
 ME0963'GROUND.  THE BENCH MARK IS NEAR THE CROSSING OF PARK AVENUE AND THE
 ME0963'PENN CENTRAL RAILROAD, 24 FEET NORTHWEST OF THE CENTER OF PARK AVE, 15
 ME0963'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHEAST OF A METAL
 ME0963'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME0963'GROUND.  THE DISK IS STAMPED Q 149 1948.
 ME0963
 ME0963                          STATION RECOVERY (1968)
 ME0963
 ME0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0963'0.2 MI SE FROM WHEELER.
 ME0963'ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0963'THE CROSSING OF PARK AVENUE AT WHEELER, IN SECTION 1, R 7 W,
 ME0963'T 35 N, 128 FEET NORTHEAST OF AND ACROSS STATE HIGHWAY 130 FROM
 ME0963'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 33 FEET NORTHEAST OF
 ME0963'THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF A CABLE LINE
 ME0963'POLE, 2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A
 ME0963'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 ME0963'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0963
 ME0963                          STATION RECOVERY (1988)
 ME0963
 ME0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ME0963'THE STATION IS LOCATED IN THE TOWN OF WHEELER 0.2 KM (0.10 MI) EAST OF
 ME0963'THE GRAIN ELEVATOR AT THE JUNCTION OF STATE HIGHWAY 130 AND PARK
 ME0963'AVENUE.  OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE
 ME0963'AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204,
 ME0963'PHONE 317-232-5533.
 ME0963'
 ME0963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 49 IN
 ME0963'VALPARAISO, GO NORTHWEST ON STATE HIGHWAY 130 FOR 12.7 KM (7.90 MI) TO
 ME0963'THE STATION ON THE RIGHT JUST BEFORE COMING INTO THE SMALL TOWN OF
 ME0963'WHEELER.
 ME0963'
 ME0963'THE STATION MARK IS A STANDARD CGS STATION MARK DISK STAMPED
 ME0963'---WHEELER 1952---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ME0963'IS FLUSH WITH THE GROUND.  LOCATED 9.7 M (31.8 FT) NORTHEAST FROM
 ME0963'CENTER OF STATE HIGHWAY 130, 2.4 M (7.9 FT) WEST FROM A UTILITY POLE
 ME0963'AND 0.61 M (2.0 FT) SOUTHWEST FROM WITNESS POST IN FENCELINE.  THE
 ME0963'MARK IS ON HIGHWAY RIGHT-OF-WAY.  GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME0963'DESCRIBED BY D.L. ADAMS.
 ME0963
 ME0963                          STATION RECOVERY (1992)
 ME0963
 ME0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0963'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0963'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0963'THENCE 7.0 KM (4.35 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, 44.3
 ME0963'M (145.3 FT) NORTHEAST OF THE NEAR RAIL, 10.1 M (33.1 FT) NORTHEAST OF
 ME0963'THE CENTERLINE OF STATE HIGHWAY 130, 8.6 M (28.2 FT) NORTHWEST OF
 ME0963'REFERENCE MARK 1, 7.9 M (25.9 FT) SOUTHEAST OF REFERENCE MARK 2, 2.4 M
 ME0963'(7.9 FT) NORTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTHWEST OF A
 ME0963'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 ME0963'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME0963
 ME0963                          STATION RECOVERY (1997)
 ME0963
 ME0963'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME0963'RECOVERED IN GOOD CONDITION.
 ME0963
 ME0963                          STATION RECOVERY (1998)
 ME0963
 ME0963'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 ME0963'RECOVERED AS DESCRIBED.
 ME0963
 ME0963                          STATION RECOVERY (2003)
 ME0963
 ME0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 ME0963'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF WHEELER, 0.15 MI
 ME0963'SOUTHEAST OF THE GRAIN  ELEVATOR LOCATED AT THE JUNCTION OF STATE
 ME0963'HIGHWAY 130 AND PARK AVENUE, ON THE  NORTHEAST SIDE OF STATE HIGHWAY
 ME0963'130, 8 FT NORTHWEST OF A UTILITY POLE WITH SIGN  ---WHEELER--- .
 ME0963'
 ME0963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 149
 ME0963'ABOUT 3.15 MI  SOUTHEAST OF THE GRAIN ELEVATOR IN WHEELER, GO
 ME0963'NORTHWEST FOR 3.0 MI TO THE STATION ON  RIGHT.
 ME0963'
 ME0963'THE STATION IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 ME0963'GROUND.  LOCATED 9.7 M (31.8 FT)  NORTHEAST FROM CENTER OF STATE
 ME0963'HIGHWAY 130, 2.4 M (7.9 FT) WEST  FROM A UTILITY POLE AND 0.61 M
 ME0963'(2.0 FT) SOUTHWEST FROM A WITNESS POST IN FENCE LINE.
 ME0963
 ME0963                          STATION RECOVERY (2010)
 ME0963
 ME0963'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2010 (SST)
 ME0963'RECOVERED IN GOOD CONDITION.
 ME0963
 ME0963                          STATION RECOVERY (2015)
 ME0963
 ME0963'RECOVERY NOTE BY AEROTEC 2015 (DF)
 ME0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0962 ***********************************************************************
 ME0962  DESIGNATION -  WHEELER RM 1
 ME0962  PID         -  ME0962
 ME0962  STATE/COUNTY-  IN/PORTER
 ME0962  COUNTRY     -  US
 ME0962  USGS QUAD   -  PORTAGE (2019)
 ME0962
 ME0962                         *CURRENT SURVEY CONTROL
 ME0962  ______________________________________________________________________
 ME0962* NAD 83(1986) POSITION- 41 30 39.06   (N) 087 10 36.61   (W)   HD_HELD1
 ME0962* NAVD 88 ORTHO HEIGHT -   203.625 (meters)      668.06  (feet) ADJUSTED
 ME0962  ______________________________________________________________________
 ME0962  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 ME0962  DYNAMIC HEIGHT  -        203.546 (meters)      667.80  (feet) COMP
 ME0962  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 ME0962
 ME0962  VERT ORDER      -  FIRST     CLASS I
 ME0962
 ME0962.The horizontal coordinates were determined by differentially corrected
 ME0962.hand held GPS observations or other comparable positioning techniques
 ME0962.and have an estimated accuracy of +/- 3 meters.
 ME0962
 ME0962.The orthometric height was determined by differential leveling and
 ME0962.adjusted by the NATIONAL GEODETIC SURVEY
 ME0962.in April 1995.
 ME0962
 ME0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0962.GEOID18 height accuracy estimate available here.
 ME0962
 ME0962.Click photographs - Photos may exist for this station.
 ME0962
 ME0962.The dynamic height is computed by dividing the NAVD 88
 ME0962.geopotential number by the normal gravity value computed on the
 ME0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0962.degrees latitude (g = 980.6199 gals.).
 ME0962
 ME0962.The modeled gravity was interpolated from observed gravity values.
 ME0962
 ME0962;                    North         East    Units  Estimated Accuracy
 ME0962;SPC IN W     -   695,294.9     892,194.4     MT  (+/- 3 meters HH1 GPS) 
 ME0962
 ME0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8524395483(NAD 83)
 ME0962
 ME0962                          SUPERSEDED SURVEY CONTROL
 ME0962
 ME0962  NAVD 88 (06/15/91)  203.632  (m)          668.08   (f) SUPERSEDED  1 1
 ME0962  NGVD 29 (01/19/93)  203.722  (m)          668.38   (f) ADJUSTED    1 1
 ME0962  NGVD 29 (??/??/92)  203.722  (m)          668.38   (f) SUPERSEDED  1 1
 ME0962
 ME0962.Superseded values are not recommended for survey control.
 ME0962
 ME0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0962.See file dsdata.pdf to determine how the superseded data were derived.
 ME0962
 ME0962_MARKER: DR = REFERENCE MARK DISK
 ME0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0962_STAMPING: WHEELER NO 1 1952
 ME0962_MARK LOGO: CGS
 ME0962_PROJECTION: FLUSH
 ME0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0962+STABILITY: SURFACE MOTION
 ME0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0962+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0962
 ME0962  HISTORY     - Date     Condition        Report By
 ME0962  HISTORY     - 1952     MONUMENTED       CGS
 ME0962  HISTORY     - 1968     GOOD             CGS
 ME0962  HISTORY     - 19920906 GOOD             NGS
 ME0962
 ME0962                          STATION DESCRIPTION
 ME0962
 ME0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0962'0.2 MI SE FROM WHEELER.
 ME0962'ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0962'THE CROSSING OF PARK AVENUE AT WHEELER, IN SECTION 1, R 7 W,
 ME0962'T 35 N, NEAR THE CITY LIMITS OF WHEELER, 129 FEET NORTHEAST OF
 ME0962'AND ACROSS STATE HIGHWAY 130 FROM THE NORTHEAST RAIL OF THE
 ME0962'NORTHEAST TRACK, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 ME0962'HIGHWAY, 20 FEET SOUTHEAST OF A CABLE LINE POLE, 28.2 FEET
 ME0962'SOUTHEAST OF THE STATION MARK DESCRIBED, 1 FOOT SOUTHWEST OF A
 ME0962'FENCE LINE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 ME0962'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0962
 ME0962                          STATION RECOVERY (1992)
 ME0962
 ME0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0962'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0962'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0962'THENCE 7.0 KM (4.35 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME0962'44.7 M (146.7 FT) NORTHEAST OF THE NEAR RAIL, 10.5 M (34.4 FT)
 ME0962'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 130, 8.6 M (28.2 FT)
 ME0962'SOUTHEAST OF TRIANGULATION STATION WHEELER, 6.7 M (22.0 FT) EAST OF
 ME0962'THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (WHEELER), 6.2 M
 ME0962'(20.3 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTHWEST OF A
 ME0962'FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 ME0962'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0964 ***********************************************************************
 ME0964  DESIGNATION -  WHEELER RM 2
 ME0964  PID         -  ME0964
 ME0964  STATE/COUNTY-  IN/PORTER
 ME0964  COUNTRY     -  US
 ME0964  USGS QUAD   -  PORTAGE (2019)
 ME0964
 ME0964                         *CURRENT SURVEY CONTROL
 ME0964  ______________________________________________________________________
 ME0964* NAD 83(1986) POSITION- 41 30 39.30   (N) 087 10 37.24   (W)   HD_HELD1
 ME0964* NAVD 88 ORTHO HEIGHT -   203.466 (meters)      667.54  (feet) ADJUSTED
 ME0964  ______________________________________________________________________
 ME0964  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 ME0964  DYNAMIC HEIGHT  -        203.387 (meters)      667.28  (feet) COMP
 ME0964  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 ME0964
 ME0964  VERT ORDER      -  FIRST     CLASS I
 ME0964
 ME0964.The horizontal coordinates were determined by differentially corrected
 ME0964.hand held GPS observations or other comparable positioning techniques
 ME0964.and have an estimated accuracy of +/- 3 meters.
 ME0964
 ME0964.The orthometric height was determined by differential leveling and
 ME0964.adjusted by the NATIONAL GEODETIC SURVEY
 ME0964.in April 1995.
 ME0964
 ME0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0964.GEOID18 height accuracy estimate available here.
 ME0964
 ME0964.Click photographs - Photos may exist for this station.
 ME0964
 ME0964.The dynamic height is computed by dividing the NAVD 88
 ME0964.geopotential number by the normal gravity value computed on the
 ME0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0964.degrees latitude (g = 980.6199 gals.).
 ME0964
 ME0964.The modeled gravity was interpolated from observed gravity values.
 ME0964
 ME0964;                    North         East    Units  Estimated Accuracy
 ME0964;SPC IN W     -   695,302.4     892,179.8     MT  (+/- 3 meters HH1 GPS) 
 ME0964
 ME0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8522895491(NAD 83)
 ME0964
 ME0964                          SUPERSEDED SURVEY CONTROL
 ME0964
 ME0964  NAVD 88 (06/15/91)  203.473  (m)          667.56   (f) SUPERSEDED  1 1
 ME0964  NGVD 29 (01/19/93)  203.563  (m)          667.86   (f) ADJUSTED    1 1
 ME0964  NGVD 29 (??/??/92)  203.563  (m)          667.86   (f) SUPERSEDED  1 1
 ME0964
 ME0964.Superseded values are not recommended for survey control.
 ME0964
 ME0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0964.See file dsdata.pdf to determine how the superseded data were derived.
 ME0964
 ME0964_MARKER: DR = REFERENCE MARK DISK
 ME0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0964_STAMPING: WHEELER NO 2 1952
 ME0964_MARK LOGO: CGS
 ME0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0964+STABILITY: SURFACE MOTION
 ME0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0964+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0964
 ME0964  HISTORY     - Date     Condition        Report By
 ME0964  HISTORY     - 1952     MONUMENTED       CGS
 ME0964  HISTORY     - 1968     GOOD             CGS
 ME0964  HISTORY     - 19920906 GOOD             NGS
 ME0964
 ME0964                          STATION DESCRIPTION
 ME0964
 ME0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0964'0.2 MI SE FROM WHEELER.
 ME0964'ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0964'THE CROSSING OF PARK AVENUE AT WHEELER, IN SECTION 1, R 7 W,
 ME0964'T 35 N, 129 FEET NORTHEAST OF AND ACROSS STATE HIGHWAY 130 FROM
 ME0964'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 256 FEET SOUTHEAST
 ME0964'OF THE CENTER LINE OF 1 STREET, 25.9 FEET NORTHWEST OF THE
 ME0964'STATION MARK DESCRIBED, 34 FEET NORTHEAST OF THE CENTER LINE OF
 ME0964'STATE HIGHWAY 130, 82 FEET SOUTHEAST OF A CONCRETE HIGHWAY
 ME0964'RIGHT-OF-WAY MARKER, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 ME0964'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME0964
 ME0964                          STATION RECOVERY (1992)
 ME0964
 ME0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0964'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 ME0964'HOBART, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG FRONT STREET,
 ME0964'THENCE 7.0 KM (4.35 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD,
 ME0964'44.5 M (146.0 FT) NORTHEAST OF THE NEAR RAIL, 25.1 M (82.3 FT)
 ME0964'SOUTHEAST OF A RIGHT-OF-WAY MARKER, 10.3 M (33.8 FT) NORTHEAST OF THE
 ME0964'CENTERLINE OF STATE HIGHWAY 130, 7.9 M (25.9 FT) NORTHWEST OF
 ME0964'TRIANGULATION STATION WHEELER, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE,
 ME0964'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 ME0964'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2100 ***********************************************************************
 LA2100  DESIGNATION -  WHEELING
 LA2100  PID         -  LA2100
 LA2100  STATE/COUNTY-  IN/DELAWARE
 LA2100  COUNTRY     -  US
 LA2100  USGS QUAD   -  WHEELING (2019)
 LA2100
 LA2100                         *CURRENT SURVEY CONTROL
 LA2100  ______________________________________________________________________
 LA2100* NAD 83(1997) POSITION- 40 21 50.35964(N) 085 27 40.75036(W)   ADJUSTED
 LA2100* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 LA2100  ______________________________________________________________________
 LA2100  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 LA2100  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 LA2100  HORZ ORDER      -  THIRD
 LA2100
 LA2100.The horizontal coordinates were established by classical geodetic methods
 LA2100.and adjusted by the National Geodetic Survey in May 1999.
 LA2100
 LA2100.The orthometric height was scaled from a topographic map.
 LA2100
 LA2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2100.GEOID18 height accuracy estimate available here.
 LA2100
 LA2100.Click photographs - Photos may exist for this station.
 LA2100
 LA2100.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2100
 LA2100. The following values were computed from the NAD 83(1997) position.
 LA2100
 LA2100;                    North         East     Units Scale Factor Converg.
 LA2100;SPC IN E     -   567,953.167   117,441.346   MT  0.99997041   +0 07 58.8
 LA2100;SPC IN E     - 1,863,359.68    385,305.48   sFT  0.99997041   +0 07 58.8
 LA2100;UTM  16      - 4,469,293.943   630,643.834   MT  0.99981010   +0 59 48.0
 LA2100
 LA2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2100!SPC IN E     -   0.99996332  x   0.99997041  =   0.99993373
 LA2100!UTM  16      -   0.99996332  x   0.99981010  =   0.99977343
 LA2100
 LA2100:                Primary Azimuth Mark                     Grid Az
 LA2100:SPC IN E     -  WHEELING AZ MK                           100 58 30.0
 LA2100:UTM  16      -  WHEELING AZ MK                           100 06 40.8
 LA2100
 LA2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3064369293(NAD 83)
 LA2100
 LA2100|---------------------------------------------------------------------|
 LA2100| PID    Reference Object                     Distance      Geod. Az  |
 LA2100|                                                           dddmmss.s |
 LA2100| CC9630 WHEELING RM 1                        23.792 METERS 00553     |
 LA2100| CC9629 WHEELING AZ MK                                     1010628.8 |
 LA2100| CF2807 WHEELING RM 2                        24.647 METERS 14114     |
 LA2100| LA2110 MATTHEWS FARMERS COOP ELEVATOR      APPROX. 4.1 KM 3061301.5 |
 LA2100| CF2808 WHEELING RM 3                        18.014 METERS 34830     |
 LA2100|---------------------------------------------------------------------|
 LA2100
 LA2100                          SUPERSEDED SURVEY CONTROL
 LA2100
 LA2100  NAD 83(1995)-  40 21 50.36217(N)    085 27 40.76153(W) AD(       ) 3
 LA2100  NAD 83(1986)-  40 21 50.36215(N)    085 27 40.76350(W) AD(       ) 3
 LA2100  NAD 27      -  40 21 50.21940(N)    085 27 40.87110(W) AD(       ) 3
 LA2100
 LA2100.Superseded values are not recommended for survey control.
 LA2100
 LA2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2100.See file dsdata.pdf to determine how the superseded data were derived.
 LA2100
 LA2100_MARKER: DS = TRIANGULATION STATION DISK
 LA2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2100_STAMPING: WHEELING 1955
 LA2100_MARK LOGO: CGS
 LA2100_PROJECTION: FLUSH
 LA2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2100+STABILITY: SURFACE MOTION
 LA2100
 LA2100  HISTORY     - Date     Condition        Report By
 LA2100  HISTORY     - 1955     MONUMENTED       CGS
 LA2100  HISTORY     - 1966     GOOD             CGS
 LA2100
 LA2100                          STATION DESCRIPTION
 LA2100
 LA2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2100'THE STATION IS LOCATED ON THE PROPERTY OF MR. ELI S. RIGDON, IN THE
 LA2100'SMALL TOWN OF WHEELING.
 LA2100'
 LA2100'IT IS ABOUT 6 MILES WEST OF EATON, 2 MILES SOUTHEAST OF MATTHEWS, 44
 LA2100'FEET NORTH OF THE CENTER OF A PAVED ROAD, 26 FEET EAST OF THE CENTER
 LA2100'OF A GRAVELED ROAD AND 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LA2100'BRICK BUILDING.
 LA2100'
 LA2100'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 221 AND U.S.
 LA2100'HIGHWAY 35 IN THE SOUTH EDGE OF MATTHEWS, GO SOUTHEAST ON HIGHWAY 35
 LA2100'FOR 2.9 MILES TO A POINT WHERE THE HIGHWAY TURNS RIGHT IN THE TOWN OF
 LA2100'WHEELING, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE
 LA2100'LEFT, CONTINUE EAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LA2100'DESCRIBED.
 LA2100'
 LA2100'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2100'WHEELING 1955.
 LA2100'
 LA2100'REFERENCE MARK 1 IS 35 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK
 LA2100'BUILDING, 31 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 4 FEET
 LA2100'WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 LA2100'STAMPED WHEELING NO 1 1955.
 LA2100'
 LA2100'REFERENCE MARK 2 IS 28 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 1
 LA2100'FOOT WEST OF A 4-INCH BY 4-INCH WHITE WITNESS POST AND 1 FOOT NORTH OF
 LA2100'A FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED WHEELING
 LA2100'NO 2 1955.
 LA2100'
 LA2100'THE AZIMUTH MARK IS 100 FEET NORTH OF A T-JUNCTION, 33 FEET WEST OF A
 LA2100'TWO STORY FARM HOME, 25 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 LA2100'4 FEET WEST OF A 4-INCH BY 4-INCH WHITE WITNESS POST.  THE MARK
 LA2100'PROJECTS 2 INCHES, AND THE DISK IS STAMPED WHEELING 1955.
 LA2100'
 LA2100'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2100
 LA2100                          STATION RECOVERY (1966)
 LA2100
 LA2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LA2100'THE STATION MARK, REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 LA2100'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY
 LA2100'DESCRIBED AND FOUND IN GOOD CONDITION BUT THE LINE OF SIGHT WAS
 LA2100'OBSTRUCTED BY SEVERAL LARGE TREES, NO OBJECTS VISIBLE TO SET A NEW
 LA2100'AZIMUTH MARK.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  THE 1955 TO
 LA2100'REACH AND LOCATION FOR THE STATION WERE FOUND ADEQUATE FOR RECOVERY.
 LA2100'
 LA2100'REFERENCE MARK NO. 3 WAS SET.
 LA2100'
 LA2100'FOLLOWING ARE NOTES FOR THE STATION, REFERENCE MARK NO. 2 AND
 LA2100'REFERENCE MARK NO. 3.
 LA2100'
 LA2100'STATION MARK, A STANDARD DISK STAMPED WHEELING 1955, IS SET IN THE TOP
 LA2100'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LA2100'GROUND.  IT IS 44 FEET NORTH OF THE CENTER OF A SURFACED ROAD, 26 FEET
 LA2100'EAST OF THE CENTER OF A GRAVELED ROAD, 25 FEET NORTHEAST OF A CORNER
 LA2100'FENCE POST WITH A WITNESS SIGN, 20 FEET SOUTHWEST OF THE SOUTHWEST
 LA2100'CORNER OF A BRICK BUILDING, 18 FEET NORTH OF A FENCE, AND 16 FEET EAST
 LA2100'OF A FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LA2100'
 LA2100'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WHEELING NO 2 1955, IS
 LA2100'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 LA2100'IS 28 FEET SOUTH OF THE CENTER OF SURFACED ROAD, 1 FOOT WEST OF A
 LA2100'WHITE WOODEN WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 LA2100'
 LA2100'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WHEELING NO 3 1955, IS
 LA2100'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LA2100'SURFACE OF THE GROUND.  IT IS 28 FEET WEST-NORTHWEST OF THE NORTHWEST
 LA2100'CORNER OF THE BRICK BUILDING, 12.5 FEET EAST OF THE CENTER OF THE
 LA2100'GRAVELED ROAD, 3 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE POST FOR A
 LA2100'GATE, AND 1 FOOT EAST OF A FENCE.
 LA2100'
 LA2100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT WHEELING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2710 ***********************************************************************
 LB2710  DESIGNATION -  WHIPORT
 LB2710  PID         -  LB2710
 LB2710  STATE/COUNTY-  IN/WHITE
 LB2710  COUNTRY     -  US
 LB2710  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2710
 LB2710                         *CURRENT SURVEY CONTROL
 LB2710  ______________________________________________________________________
 LB2710* NAD 83(1997) POSITION- 40 42 32.42253(N) 086 45 58.14375(W)   ADJUSTED
 LB2710* NAD 83(1997) ELLIP HT-   170.813 (meters)        (05/25/99)   ADJUSTED
 LB2710* NAVD 88 ORTHO HEIGHT -   204.7   (meters)      672.    (feet) VERTCON3
 LB2710  ______________________________________________________________________
 LB2710  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 LB2710  NAD 83(1997) X  -    273,135.810 (meters)                     COMP
 LB2710  NAD 83(1997) Y  - -4,834,149.018 (meters)                     COMP
 LB2710  NAD 83(1997) Z  -  4,138,092.305 (meters)                     COMP
 LB2710  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 LB2710  HORZ ORDER      -  THIRD
 LB2710  ELLP ORDER      -  FOURTH    CLASS I
 LB2710
 LB2710.This mark is at White County Airport (MCX)
 LB2710
 LB2710.The horizontal coordinates were established by GPS observations
 LB2710.and adjusted by the National Geodetic Survey in May 1999.
 LB2710
 LB2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2710
 LB2710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2710.GEOID18 height accuracy estimate available here.
 LB2710
 LB2710.Click photographs - Photos may exist for this station.
 LB2710
 LB2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2710
 LB2710.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2710
 LB2710.The ellipsoidal height was determined by GPS observations
 LB2710.and is referenced to NAD 83.
 LB2710
 LB2710. The following values were computed from the NAD 83(1997) position.
 LB2710
 LB2710;                    North         East     Units Scale Factor Converg.
 LB2710;SPC IN W     -   606,292.486   926,802.339   MT  0.99997551   +0 12 24.7
 LB2710;SPC IN W     - 1,989,144.60  3,040,684.01   sFT  0.99997551   +0 12 24.7
 LB2710;UTM  16      - 4,506,481.105   519,753.305   MT  0.99960480   +0 09 09.1
 LB2710
 LB2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2710!SPC IN W     -   0.99997321  x   0.99997551  =   0.99994872
 LB2710!UTM  16      -   0.99997321  x   0.99960480  =   0.99957802
 LB2710
 LB2710:                Primary Azimuth Mark                     Grid Az
 LB2710:SPC IN W     -  WHIPORT AZ MK                            358 31 46.5
 LB2710:UTM  16      -  WHIPORT AZ MK                            358 35 02.1
 LB2710
 LB2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1975306481(NAD 83)
 LB2710
 LB2710|---------------------------------------------------------------------|
 LB2710| PID    Reference Object                     Distance      Geod. Az  |
 LB2710|                                                           dddmmss.s |
 LB2710| LB2711 WHIPORT AZ MK                       APPROX. 0.6 KM 3584411.2 |
 LB2710|---------------------------------------------------------------------|
 LB2710
 LB2710                          SUPERSEDED SURVEY CONTROL
 LB2710
 LB2710  NAD 83(1986)-  40 42 32.42812(N)    086 45 58.15676(W) AD(       ) 3
 LB2710  NAD 27      -  40 42 32.29238(N)    086 45 58.11501(W) AD(       ) 3
 LB2710  NGVD 29 (02/23/89)  204.8    (m)  RAPSU86  model used  GPS OBS        
 LB2710
 LB2710.Superseded values are not recommended for survey control.
 LB2710
 LB2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2710.See file dsdata.pdf to determine how the superseded data were derived.
 LB2710
 LB2710_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2710_STAMPING: WHIPORT 1986
 LB2710_MARK LOGO: NGS
 LB2710_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2710+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2710
 LB2710  HISTORY     - Date     Condition        Report By
 LB2710  HISTORY     - 1988     MONUMENTED       NGS
 LB2710
 LB2710                          STATION DESCRIPTION
 LB2710
 LB2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2710'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) WEST OF LOGANSPORT,
 LB2710'24.1 KM (15.00 MI) EAST OF INTERSTATE HIGHWAY 65, 4.5 KM (2.80 MI)
 LB2710'SOUTH OF MONTICELLO AND AT THE MONTICELLO-WHITE COUNTY AIRPORT.
 LB2710'OWNERSHIP--WHITE COUNTY, 2200 AIRPORT ROAD, MONTICELLO, IN 47960,
 LB2710'PHONE 219-583-4998.  AIRPORT MANAGER IS BETH KOLZOW.
 LB2710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S.
 LB2710'HIGHWAY 421 SOUTH IN MONTICELLO, GO SOUTH ON U.S. HIGHWAY 421 FOR 1.9
 LB2710'KM (1.20 MI) TO WHERE HIGHWAY CURVES TO THE LEFT AND AIRPORT ROAD
 LB2710'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD FOR 2.4 KM (1.50 MI) ON
 LB2710'AIRPORT ROAD TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LB2710'WEST FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE GATE ON THE
 LB2710'SOUTH SIDE OF AIRPORT OFFICE, PASS THRU GATE AND GO SOUTHWESTERLY
 LB2710'ACROSS AIRPORT APRON AND TAXIWAY FOR 0.98 KM (0.60 MI) TO THE
 LB2710'SOUTHWEST CORNER OF AIRPLANE PARKING AREA AND THE STATION.
 LB2710'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---WHIPORT
 LB2710'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2710'FLUSH WITH THE GROUND.  LOCATED 13.7 M (44.9 FT) SOUTH FROM THE
 LB2710'SOUTHWEST CORNER OF AIRPLANE PARKING AREA, 5.33 M (17.5 FT) EAST FROM
 LB2710'CENTER OF TAXIWAY, 8.38 M (27.5 FT) SOUTHWEST FROM A TAXIWAY MARKER,
 LB2710'2.29 M (7.5 FT) WEST FROM A TAXIWAY MARKER AND FIBERGLASS WITNESS
 LB2710'POST AND 0.76 M (2.5 FT) EAST FROM EAST EDGE OF TAXIWAY.
 LB2710'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2710'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2711 ***********************************************************************
 LB2711  DESIGNATION -  WHIPORT AZ MK
 LB2711  PID         -  LB2711
 LB2711  STATE/COUNTY-  IN/WHITE
 LB2711  COUNTRY     -  US
 LB2711  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB2711
 LB2711                         *CURRENT SURVEY CONTROL
 LB2711  ______________________________________________________________________
 LB2711* NAD 83(1997) POSITION- 40 42 51.33085(N) 086 45 58.69185(W)   ADJUSTED
 LB2711* NAD 83(1997) ELLIP HT-   171.865 (meters)        (05/25/99)   ADJUSTED
 LB2711* NAVD 88 ORTHO HEIGHT -   205.8   (meters)      675.    (feet) VERTCON3
 LB2711  ______________________________________________________________________
 LB2711  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 LB2711  NAD 83(1997) X  -    273,101.549 (meters)                     COMP
 LB2711  NAD 83(1997) Y  - -4,833,770.702 (meters)                     COMP
 LB2711  NAD 83(1997) Z  -  4,138,535.115 (meters)                     COMP
 LB2711  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 LB2711  HORZ ORDER      -  THIRD
 LB2711  ELLP ORDER      -  FOURTH    CLASS I
 LB2711
 LB2711.This mark is at White County Airport (MCX)
 LB2711
 LB2711.The horizontal coordinates were established by GPS observations
 LB2711.and adjusted by the National Geodetic Survey in May 1999.
 LB2711
 LB2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2711
 LB2711.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2711.GEOID18 height accuracy estimate available here.
 LB2711
 LB2711.Click photographs - Photos may exist for this station.
 LB2711
 LB2711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2711
 LB2711.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2711
 LB2711.The ellipsoidal height was determined by GPS observations
 LB2711.and is referenced to NAD 83.
 LB2711
 LB2711. The following values were computed from the NAD 83(1997) position.
 LB2711
 LB2711;                    North         East     Units Scale Factor Converg.
 LB2711;SPC IN W     -   606,875.682   926,787.369   MT  0.99997550   +0 12 24.5
 LB2711;SPC IN W     - 1,991,057.97  3,040,634.89   sFT  0.99997550   +0 12 24.5
 LB2711;UTM  16      - 4,507,064.099   519,738.893   MT  0.99960480   +0 09 08.8
 LB2711
 LB2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2711!SPC IN W     -   0.99997304  x   0.99997550  =   0.99994854
 LB2711!UTM  16      -   0.99997304  x   0.99960480  =   0.99957785
 LB2711
 LB2711:                Primary Azimuth Mark                     Grid Az
 LB2711:SPC IN W     -  WHIPORT                                  178 31 46.4
 LB2711:UTM  16      -  WHIPORT                                  178 35 02.1
 LB2711
 LB2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1973807064(NAD 83)
 LB2711
 LB2711|---------------------------------------------------------------------|
 LB2711| PID    Reference Object                     Distance      Geod. Az  |
 LB2711|                                                           dddmmss.s |
 LB2711| LB2710 WHIPORT                             APPROX. 0.6 KM 1784410.9 |
 LB2711|---------------------------------------------------------------------|
 LB2711
 LB2711                          SUPERSEDED SURVEY CONTROL
 LB2711
 LB2711  NAD 83(1986)-  40 42 51.33643(N)    086 45 58.70486(W) AD(       ) 3
 LB2711  NAD 27      -  40 42 51.20086(N)    086 45 58.66304(W) AD(       ) 3
 LB2711  NGVD 29 (02/23/89)  205.9    (m)  RAPSU86  model used  GPS OBS        
 LB2711
 LB2711.Superseded values are not recommended for survey control.
 LB2711
 LB2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2711.See file dsdata.pdf to determine how the superseded data were derived.
 LB2711
 LB2711_MARKER: DZ = AZIMUTH MARK DISK
 LB2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2711_STAMPING: WHIPORT 1986
 LB2711_MARK LOGO: NGS
 LB2711_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2711+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LB2711
 LB2711  HISTORY     - Date     Condition        Report By
 LB2711  HISTORY     - 1988     MONUMENTED       NGS
 LB2711
 LB2711                          STATION DESCRIPTION
 LB2711
 LB2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LB2711'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) WEST OF LOGANSPORT,
 LB2711'24.1 KM (15.00 MI) EAST OF INTERSTATE HIGHWAY 65, 4.5 KM (2.80 MI)
 LB2711'SOUTH OF MONTICELLO AND AT THE MONTICELLO-WHITE COUNTY AIRPORT.
 LB2711'OWNERSHIP--WHITE COUNTY, 2200 AIRPORT ROAD, MONTICELLO, IN 47960,
 LB2711'PHONE 219-583-4998.  AIRPORT MANAGER IS BETH KOLZOW.
 LB2711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S.
 LB2711'HIGHWAY 421 SOUTH IN MONTICELLO, GO SOUTH ON U.S. HIGHWAY 421 FOR 1.9
 LB2711'KM (1.20 MI) TO WHERE HIGHWAY CURVES TO THE LEFT AND AIRPORT ROAD
 LB2711'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD FOR 2.4 KM (1.50 MI) ON
 LB2711'AIRPORT ROAD TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LB2711'WEST FOR 0.2 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE GATE ON THE
 LB2711'SOUTH SIDE OF AIRPORT OFFICE, PASS THRU GATE AND GO SOUTHWESTERLY
 LB2711'ACROSS AIRPORT APRON AND TAXIWAY FOR 0.98 KM (0.60 MI) TO THE
 LB2711'SOUTHWEST CORNER OF AIRPLANE PARKING AREA.  TURN RIGHT AND GO NORTH
 LB2711'ALONG THE TAXIWAY FOR 0.58 KM (0.35 MI) TO THE END AND THE STATION ON
 LB2711'THE RIGHT.
 LB2711'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---WHIPORT
 LB2711'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 LB2711'FLUSH WITH THE GROUND.  LOCATED 7.32 M (24.0 FT) SOUTH FROM THE
 LB2711'NORTHEAST CORNER OF TAXIWAY, 6.1 M (20.0 FT) EAST FROM CENTER OF
 LB2711'TAXIWAY, 1.07 M (3.5 FT) EAST FROM EDGE OF TAXIWAY AND 1.83 M
 LB2711'(6.0 FT) WEST FROM A TAXIWAY MARKER A FIBERGLASS WITNESS POST.
 LB2711'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LB2711'DESCRIBED BY D.L. ADAMS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2229 ***********************************************************************
 LA2229  DESIGNATION -  WHITE
 LA2229  PID         -  LA2229
 LA2229  STATE/COUNTY-  IN/WABASH
 LA2229  COUNTRY     -  US
 LA2229  USGS QUAD   -  WABASH (2019)
 LA2229
 LA2229                         *CURRENT SURVEY CONTROL
 LA2229  ______________________________________________________________________
 LA2229* NAD 83(1997) POSITION- 40 46 05.85319(N) 085 46 07.35380(W)   ADJUSTED
 LA2229* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 LA2229  ______________________________________________________________________
 LA2229  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 LA2229  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 LA2229  HORZ ORDER      -  SECOND
 LA2229
 LA2229.The horizontal coordinates were established by classical geodetic methods
 LA2229.and adjusted by the National Geodetic Survey in May 1999.
 LA2229
 LA2229.The orthometric height was scaled from a topographic map.
 LA2229
 LA2229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2229.GEOID18 height accuracy estimate available here.
 LA2229
 LA2229.Click photographs - Photos may exist for this station.
 LA2229
 LA2229.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2229
 LA2229. The following values were computed from the NAD 83(1997) position.
 LA2229
 LA2229;                    North         East     Units Scale Factor Converg.
 LA2229;SPC IN E     -   612,832.565    91,384.908   MT  0.99996758   -0 03 59.9
 LA2229;SPC IN E     - 2,010,601.51    299,818.65   sFT  0.99996758   -0 03 59.9
 LA2229;UTM  16      - 4,513,765.049   603,916.413   MT  0.99973291   +0 48 14.8
 LA2229
 LA2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2229!SPC IN E     -   0.99996555  x   0.99996758  =   0.99993313
 LA2229!UTM  16      -   0.99996555  x   0.99973291  =   0.99969847
 LA2229
 LA2229:                Primary Azimuth Mark                     Grid Az
 LA2229:SPC IN E     -  WHITE AZ MK                              089 50 28.2
 LA2229:UTM  16      -  WHITE AZ MK                              088 58 13.5
 LA2229
 LA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0391613765(NAD 83)
 LA2229
 LA2229|---------------------------------------------------------------------|
 LA2229| PID    Reference Object                     Distance      Geod. Az  |
 LA2229|                                                           dddmmss.s |
 LA2229| CF2809 WHITE AZ MK                                        0894628.3 |
 LA2229| CF2810 WHITE RM 1                           19.538 METERS 26345     |
 LA2229| CF2811 WHITE RM 2                           27.192 METERS 31316     |
 LA2229|---------------------------------------------------------------------|
 LA2229
 LA2229                          SUPERSEDED SURVEY CONTROL
 LA2229
 LA2229  NAD 83(1986)-  40 46 05.85671(N)    085 46 07.36659(W) AD(       ) 2
 LA2229  NAD 27      -  40 46 05.70100(N)    085 46 07.42560(W) AD(       ) 2
 LA2229
 LA2229.Superseded values are not recommended for survey control.
 LA2229
 LA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2229.See file dsdata.pdf to determine how the superseded data were derived.
 LA2229
 LA2229_MARKER: DS = TRIANGULATION STATION DISK
 LA2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2229_STAMPING: WHITE 1948
 LA2229_MARK LOGO: CGS
 LA2229_PROJECTION: FLUSH
 LA2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2229+STABILITY: SURFACE MOTION
 LA2229
 LA2229  HISTORY     - Date     Condition        Report By
 LA2229  HISTORY     - 1948     MONUMENTED       CGS
 LA2229
 LA2229                          STATION DESCRIPTION
 LA2229
 LA2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2229'THE STATION IS LOCATED 8 MILES NORTH OF LA FONTAINE AND 3 MILES SOUTH
 LA2229'OF WABASH ON PROPERTY OWNED BY MRS. CARL TOMLISON.
 LA2229'
 LA2229'IT IS 133 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 LA2229'HOUSE, 56 FEET EAST OF AN ENTRANCE DRIVE, 35 FEET NORTH OF THE CENTER
 LA2229'OF A PAVED ROAD AND 15 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK
 LA2229'IS FLUSH AND THE DISK IS STAMPED WHITE 1948.
 LA2229'
 LA2229'REFERENCE MARK NO. 1 IS 64.10 FEET WEST OF THE STATION.  IT IS 20 FEET
 LA2229'NORTH OF THE CENTER OF THE PAVED ROAD, 8 FEET WEST OF THE CENTER OF
 LA2229'THE ENTRANCE DRIVE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 LA2229'IS FLUSH AND THE DISK IS STAMPED WHITE NO 1 1948.
 LA2229'
 LA2229'REFERENCE MARK NO. 2 IS 89.21 FEET NORTHWEST OF THE STATION.  IT IS 79
 LA2229'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 15 FEET WEST OF
 LA2229'THE CENTER OF THE ENTRANCE DRIVE AND 1 FOOT EAST OF THE FENCE LINE.
 LA2229'THE MARK IS FLUSH AND THE DISK IS STAMPED WHITE NO 2 1948.
 LA2229'
 LA2229'THE AZIMUTH MARK IS 0.3 MILES EAST OF THE STATION.  IT IS 22 FEET
 LA2229'NORTH OF THE CENTER OF A PAVED ROAD, 3 FEET WEST OF A WHITE WITNESS
 LA2229'POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND
 LA2229'THE DISK IS STAMPED WHITE 1948.
 LA2229'
 LA2229'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 124, 6
 LA2229'MILES NORTH OF LA FONTAINE, GO NORTH ON STATE HIGHWAY 15 FOR 2.4 MILES
 LA2229'TO A PAVED T-ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR
 LA2229'0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON PAVED
 LA2229'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2229'
 LA2229'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2654 ***********************************************************************
 LB2654  DESIGNATION -  WHITE
 LB2654  PID         -  LB2654
 LB2654  STATE/COUNTY-  IN/WHITE
 LB2654  COUNTRY     -  US
 LB2654  USGS QUAD   -  BROOKSTON NW (2019)
 LB2654
 LB2654                         *CURRENT SURVEY CONTROL
 LB2654  ______________________________________________________________________
 LB2654* NAD 83(1997) POSITION- 40 41 05.74323(N) 086 57 22.26642(W)   ADJUSTED
 LB2654* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 LB2654  ______________________________________________________________________
 LB2654  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 LB2654  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 LB2654  HORZ ORDER      -  THIRD
 LB2654
 LB2654.The horizontal coordinates were established by classical geodetic methods
 LB2654.and adjusted by the National Geodetic Survey in May 1999.
 LB2654
 LB2654.The orthometric height was scaled from a topographic map.
 LB2654
 LB2654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2654.GEOID18 height accuracy estimate available here.
 LB2654
 LB2654.Click photographs - Photos may exist for this station.
 LB2654
 LB2654.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2654
 LB2654. The following values were computed from the NAD 83(1997) position.
 LB2654
 LB2654;                    North         East     Units Scale Factor Converg.
 LB2654;SPC IN W     -   603,578.194   910,748.061   MT  0.99996809   +0 04 58.4
 LB2654;SPC IN W     - 1,980,239.46  2,988,012.60   sFT  0.99996809   +0 04 58.4
 LB2654;UTM  16      - 4,503,783.037   503,702.390   MT  0.99960017   +0 01 42.8
 LB2654
 LB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2654!SPC IN W     -   0.99997126  x   0.99996809  =   0.99993935
 LB2654!UTM  16      -   0.99997126  x   0.99960017  =   0.99957144
 LB2654
 LB2654:                Primary Azimuth Mark                     Grid Az
 LB2654:SPC IN W     -  WHITE AZ MK                              178 39 01.5
 LB2654:UTM  16      -  WHITE AZ MK                              178 42 17.1
 LB2654
 LB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0370203783(NAD 83)
 LB2654
 LB2654|---------------------------------------------------------------------|
 LB2654| PID    Reference Object                     Distance      Geod. Az  |
 LB2654|                                                           dddmmss.s |
 LB2654| CF2813 WHITE RM 1                           10.225 METERS 07618     |
 LB2654| CF2812 WHITE AZ MK                                        1784359.9 |
 LB2654| CF2814 WHITE RM 2                           10.494 METERS 18139     |
 LB2654|---------------------------------------------------------------------|
 LB2654
 LB2654                          SUPERSEDED SURVEY CONTROL
 LB2654
 LB2654  NAD 83(1986)-  40 41 05.74944(N)    086 57 22.27669(W) AD(       ) 3
 LB2654  NAD 27      -  40 41 05.61260(N)    086 57 22.20090(W) AD(       ) 3
 LB2654
 LB2654.Superseded values are not recommended for survey control.
 LB2654
 LB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2654.See file dsdata.pdf to determine how the superseded data were derived.
 LB2654
 LB2654_MARKER: DS = TRIANGULATION STATION DISK
 LB2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2654_STAMPING: WHITE 1955
 LB2654_MARK LOGO: CGS
 LB2654_PROJECTION: FLUSH
 LB2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2654+STABILITY: SURFACE MOTION
 LB2654
 LB2654  HISTORY     - Date     Condition        Report By
 LB2654  HISTORY     - 1955     MONUMENTED       CGS
 LB2654
 LB2654                          STATION DESCRIPTION
 LB2654
 LB2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2654'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WOLCOTT AND 4-1/2 MILES
 LB2654'WEST OF CHALMERS ON THE WEST SIDE OF A NORTH-SOUTH BLACKTOPPED ROAD
 LB2654'AND ON ROAD RIGHT-OF-WAY.  IT IS 15 FEET WEST OF THE CENTER OF
 LB2654'BLACKTOPPED ROAD, 5 FEET NORTH OF A WHITE WITNESS POST, 3 FEET
 LB2654'SOUTHEAST OF A CONCRETE GATE POST AND 2 FEET EAST OF FENCE LINE.
 LB2654'THE MARK IS FLUSH AND THE DISK IS STAMPED WHITE 1955.
 LB2654'
 LB2654'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTER OF BLACKTOPPED
 LB2654'ROAD, 6 FEET SOUTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.
 LB2654'THE MARK IS FLUSH AND THE DISK IS STAMPED WHITE NO 1 1955.
 LB2654'
 LB2654'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE CENTER OF BLACKTOPPED
 LB2654'ROAD AND 1 FOOT EAST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2654'IS STAMPED WHITE NO 2 1955.
 LB2654'
 LB2654'THE AZIMUTH MARK IS SET IN THE SOUTHEAST ANGLE OF CROSSROAD, 27 FEET
 LB2654'SOUTHEAST OF THE INTERSECTION OF ROADS, 3 FEET SOUTHWEST OF FENCE
 LB2654'CORNER, 2 FEET WEST OF FENCE LINE, 2 FEET NORTH OF A TELEPHONE POLE
 LB2654'AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LB2654'ABOUT 3 INCHES AND THE DISK IS STAMPED WHITE 1955.
 LB2654'
 LB2654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND WEST
 LB2654'WALNUT STREET IN THE NORTHWEST EDGE OF CHALMERS, GO WEST ON WALNUT
 LB2654'STREET (BLACKTOPPED ROAD) FOR 4.45 MILES TO CROSSROAD AND A SMALL
 LB2654'FRAME CHURCH IN NORTHWEST ANGLE, TURN RIGHT AND GO NORTH ON
 LB2654'BLACKTOPPED ROAD FOR 0.95 MILE TO CROSSROAD AND AZIMUTH MARK IN
 LB2654'SOUTHEAST ANGLE AS DESCRIBED.  CONTINUE NORTH ON BLACKTOPPED
 LB2654'ROAD FOR 0.55 MILE TO FARM HOUSE ON THE RIGHT AND STATION ON THE
 LB2654'LEFT AS DESCRIBED.
 LB2654'
 LB2654'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1665 ***********************************************************************
 JA1665  DESIGNATION -  WHITE
 JA1665  PID         -  JA1665
 JA1665  STATE/COUNTY-  IN/JACKSON
 JA1665  COUNTRY     -  US
 JA1665  USGS QUAD   -  BROWNSTOWN (2019)
 JA1665
 JA1665                         *CURRENT SURVEY CONTROL
 JA1665  ______________________________________________________________________
 JA1665* NAD 83(1997) POSITION- 38 52 49.53282(N) 086 06 46.88095(W)   ADJUSTED
 JA1665* NAVD 88 ORTHO HEIGHT -   165.77  (+/-2cm)      543.9   (feet) VERTCON3
 JA1665  ______________________________________________________________________
 JA1665  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 JA1665  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 JA1665  HORZ ORDER      -  SECOND
 JA1665  VERT ORDER      -  THIRD ? (See Below)
 JA1665
 JA1665.The horizontal coordinates were established by classical geodetic methods
 JA1665.and adjusted by the National Geodetic Survey in May 1999.
 JA1665
 JA1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1665
 JA1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1665.GEOID18 height accuracy estimate available here.
 JA1665
 JA1665.The vertical order pertains to the NGVD 29 superseded value.
 JA1665
 JA1665.Click photographs - Photos may exist for this station.
 JA1665
 JA1665.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1665
 JA1665. The following values were computed from the NAD 83(1997) position.
 JA1665
 JA1665;                    North         East     Units Scale Factor Converg.
 JA1665;SPC IN E     -   403,316.978    61,270.012   MT  0.99998513   -0 16 48.6
 JA1665;SPC IN E     - 1,323,215.79    201,016.70   sFT  0.99998513   -0 16 48.6
 JA1665;UTM  16      - 4,303,881.251   576,934.702   MT  0.99967288   +0 33 24.4
 JA1665
 JA1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1665!SPC IN E     -   0.99997925  x   0.99998513  =   0.99996438
 JA1665!UTM  16      -   0.99997925  x   0.99967288  =   0.99965214
 JA1665
 JA1665:                Primary Azimuth Mark                     Grid Az
 JA1665:SPC IN E     -  WHITE AZ MK                              090 05 58.5
 JA1665:UTM  16      -  WHITE AZ MK                              089 15 45.5
 JA1665
 JA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7693403881(NAD 83)
 JA1665
 JA1665|---------------------------------------------------------------------|
 JA1665| PID    Reference Object                     Distance      Geod. Az  |
 JA1665|                                                           dddmmss.s |
 JA1665| JA1666 BROWNSTOWN MUNICIPAL SPIPE          APPROX. 5.8 KM 0891800.8 |
 JA1665| CG9421 WHITE AZ MK                                        0894909.9 |
 JA1665| CG9422 WHITE RM 1                           20.205 METERS 10628     |
 JA1665| JA1674 MEDORA MUNICIPAL TANK               APPROX. 7.6 KM 2174335.5 |
 JA1665| CG9423 WHITE RM 2                            8.680 METERS 22602     |
 JA1665|---------------------------------------------------------------------|
 JA1665
 JA1665                          SUPERSEDED SURVEY CONTROL
 JA1665
 JA1665  NAD 83(1993)-  38 52 49.53704(N)    086 06 46.88115(W) AD(       ) 2
 JA1665  NAD 83(1986)-  38 52 49.53646(N)    086 06 46.88278(W) AD(       ) 2
 JA1665  NAD 27      -  38 52 49.34300(N)    086 06 46.95100(W) AD(       ) 2
 JA1665  NGVD 29             165.90   (m)          544.3    (f) LEVELING    3  
 JA1665
 JA1665.Superseded values are not recommended for survey control.
 JA1665
 JA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1665.See file dsdata.pdf to determine how the superseded data were derived.
 JA1665
 JA1665_MARKER: DS = TRIANGULATION STATION DISK
 JA1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1665_STAMPING: WHITE 1946
 JA1665_MARK LOGO: CGS
 JA1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1665+STABILITY: SURFACE MOTION
 JA1665
 JA1665  HISTORY     - Date     Condition        Report By
 JA1665  HISTORY     - 1946     MONUMENTED       CGS
 JA1665  HISTORY     - 1967     GOOD             CGS
 JA1665
 JA1665                          STATION DESCRIPTION
 JA1665
 JA1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1665'THE STATION IS LOCATED 3.75 MILES WEST OF THE VILLAGE OF BROWNSTOWN
 JA1665'NEAR THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 135. IT
 JA1665'IS 111 FT. NE OF THE INTERSECTION OF U.S. HWY. 50 AND STATE HWY. 135,
 JA1665'69 FT. NW OF THE NW CORNER OF A BRIDGE AND 37 FT. N OF THE
 JA1665'CENTERLINE OF U.S. HWY. 50. THE MARK PROJECTS 6 IN. AND THE DISK IS
 JA1665'STAMPED WHITE 1946.
 JA1665'
 JA1665'REFERENCE MARK NO. 1 IS 66.29 FEET SOUTHEAST OF THE STATION AND 17
 JA1665'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50.  THE DISK IS SET
 JA1665'IN A DRILLED HOLE IN THE NORTHWEST CORNER OF CONCRETE ABUTMENT AND IT
 JA1665'IS STAMPED WHITE NO 1 1946.
 JA1665'
 JA1665'REFERENCE MARK NO. 2 IS 28.48 FEET SOUTHWEST OF THE STATION, 18 FEET
 JA1665'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50 AND 2 FEET NORTH OF A
 JA1665'GUARD RAIL. THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WHITE
 JA1665'NO 2 1946.
 JA1665'
 JA1665'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION AND 13 FEET SOUTH OF
 JA1665'THE CENTERLINE OF U.S. HIGHWAY 50. THE DISK IS SET IN A DRILLED
 JA1665'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE ABUTMENT AND IT
 JA1665'IS STAMPED WHITE 1946.
 JA1665'
 JA1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JA1665'HIGHWAY 250 IN BROWNSTOWN, GO WEST ON U.S.  HIGHWAY 50 FOR
 JA1665'3.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. CONTINUE ON
 JA1665'WEST FOR 0.5 MILE TO THE INTERSECTION OF STATE HIGHWAY
 JA1665'135 AND THE STATION ON THE RIGHT.
 JA1665'
 JA1665'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1665
 JA1665                          STATION RECOVERY (1967)
 JA1665
 JA1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1665'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JA1665'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.
 JA1665'THE PREVIOUS DESCRIPTION IS GOOD.  A METAL WITNESS POST WAS SET 1
 JA1665'FOOT NORTH OF THE STATION MARK AT THIS TIME.
 JA1665'
 JA1665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 JA1665'OF BROWNSTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1947 ***********************************************************************
 KA1947  DESIGNATION -  WHITELAND
 KA1947  PID         -  KA1947
 KA1947  STATE/COUNTY-  IN/JOHNSON
 KA1947  COUNTRY     -  US
 KA1947  USGS QUAD   -  GREENWOOD (2019)
 KA1947
 KA1947                         *CURRENT SURVEY CONTROL
 KA1947  ______________________________________________________________________
 KA1947* NAD 83(1997) POSITION- 39 32 31.92899(N) 086 04 29.51699(W)   ADJUSTED
 KA1947* NAVD 88 ORTHO HEIGHT -   243.22  (+/-2cm)      798.0   (feet) VERTCON3
 KA1947  ______________________________________________________________________
 KA1947  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 KA1947  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 KA1947  HORZ ORDER      -  SECOND
 KA1947  VERT ORDER      -  THIRD ? (See Below)
 KA1947
 KA1947.The horizontal coordinates were established by classical geodetic methods
 KA1947.and adjusted by the National Geodetic Survey in May 1999.
 KA1947
 KA1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1947
 KA1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1947.GEOID18 height accuracy estimate available here.
 KA1947
 KA1947.The vertical order pertains to the NGVD 29 superseded value.
 KA1947
 KA1947.Click photographs - Photos may exist for this station.
 KA1947
 KA1947.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1947
 KA1947. The following values were computed from the NAD 83(1997) position.
 KA1947
 KA1947;                    North         East     Units Scale Factor Converg.
 KA1947;SPC IN E     -   476,769.542    64,911.750   MT  0.99998182   -0 15 35.6
 KA1947;SPC IN E     - 1,564,201.41    212,964.63   sFT  0.99998182   -0 15 35.6
 KA1947;UTM  16      - 4,377,356.795   579,494.660   MT  0.99967780   +0 35 20.5
 KA1947
 KA1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1947!SPC IN E     -   0.99996706  x   0.99998182  =   0.99994888
 KA1947!UTM  16      -   0.99996706  x   0.99967780  =   0.99964487
 KA1947
 KA1947:                Primary Azimuth Mark                     Grid Az
 KA1947:SPC IN E     -  FAYETTE                                  343 38 42.8
 KA1947:UTM  16      -  FAYETTE                                  342 47 46.7
 KA1947
 KA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7949477356(NAD 83)
 KA1947
 KA1947|---------------------------------------------------------------------|
 KA1947| PID    Reference Object                     Distance      Geod. Az  |
 KA1947|                                                           dddmmss.s |
 KA1947| KA1945 WHITELAND ME CHURCH STEEPLE         APPROX. 1.1 KM 3171012.2 |
 KA1947| KA1946 WHITELAND SCHOOLHOUSE CUPOLA        APPROX. 1.1 KM 3335214.5 |
 KA1947| CF2816 WHITELAND RM                          4.250 METERS 33934     |
 KA1947| KA1944 FAYETTE                             APPROX. 2.9 KM 3432307.2 |
 KA1947|---------------------------------------------------------------------|
 KA1947
 KA1947                          SUPERSEDED SURVEY CONTROL
 KA1947
 KA1947  NAD 83(1986)-  39 32 31.93916(N)    086 04 29.55545(W) AD(       ) 2
 KA1947  NAD 27      -  39 32 31.76000(N)    086 04 29.61600(W) AD(       ) 2
 KA1947  USSD        -  39 32 31.83500(N)    086 04 29.39600(W) AD(       ) 3
 KA1947  NGVD 29             243.34   (m)          798.4    (f) LEVELING    3  
 KA1947
 KA1947.Superseded values are not recommended for survey control.
 KA1947
 KA1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1947.See file dsdata.pdf to determine how the superseded data were derived.
 KA1947
 KA1947_MARKER: DS = TRIANGULATION STATION DISK
 KA1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1947_STAMPING: WHITELAND 1920
 KA1947_MARK LOGO: CGS
 KA1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1947+STABILITY: SURFACE MOTION
 KA1947
 KA1947  HISTORY     - Date     Condition        Report By
 KA1947  HISTORY     - 1920     MONUMENTED       CGS
 KA1947  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KA1947
 KA1947                          STATION DESCRIPTION
 KA1947
 KA1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KA1947'ABOUT ONE-HALF MILE S OF WHITELAND, ON THE W SIDE OF THE PENNSYLVANIA
 KA1947'RAILROAD RIGHT-OF-WAY, 7.43 METERS, 24.38 FEET, FROM THE W AND
 KA1947'NEAREST RAIL, AND 9 YARDS S OF MILEPOST I 16 AND ON THE OPPOSITE SIDE
 KA1947'OF THE TRACK FROM IT, ABOUT 80 YARDS S OF WD TOWER, ABOUT 25
 KA1947'YARDS S OF THE S POINT OF A SIDING, ABOUT 6
 KA1947'YARDS N OF A FARM ROAD CROSSING, AND ABOUT 1
 KA1947'YARD FROM THE FENCE LINE. THE STATION, UNDERGROUND, AND REFERENCE
 KA1947'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 KA1947'THE REFERENCE MARK IS IN THE FENCE LINE ON THE
 KA1947'SAME SIDE OF THE TRACK, 4.25 METERS, 13.94 FEET, FROM THE STATION
 KA1947'N 20 DEG 26 MIN W.
 KA1947
 KA1947                          STATION RECOVERY (1953)
 KA1947
 KA1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KA1947'SURFACE MARK DESTROYED. THE UNDERGROUND MARK IS 7.43 METERS 24.38 FT
 KA1947'FROM REFERENCE MARK, 46 FEET S OF TOP CENTER MILEPOST I 16,33
 KA1947'1/2 E OF FENCE LINE, 16-1/2 W OF CENTERLINE OF MAIN TRACK, 1-1/2
 KA1947'FEET W OF W RAIL SIDING AND2-1/2 FEET UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1945 ***********************************************************************
 KA1945  DESIGNATION -  WHITELAND ME CHURCH STEEPLE
 KA1945  PID         -  KA1945
 KA1945  STATE/COUNTY-  IN/JOHNSON
 KA1945  COUNTRY     -  US
 KA1945  USGS QUAD   -  GREENWOOD (2019)
 KA1945
 KA1945                         *CURRENT SURVEY CONTROL
 KA1945  ______________________________________________________________________
 KA1945* NAD 83(1997) POSITION- 39 32 59.26639(N) 086 05 02.25232(W)   ADJUSTED
 KA1945  ______________________________________________________________________
 KA1945  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 KA1945  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 KA1945  HORZ ORDER      -  THIRD
 KA1945
 KA1945.The horizontal coordinates were established by classical geodetic methods
 KA1945.and adjusted by the National Geodetic Survey in May 1999.
 KA1945
 KA1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1945.GEOID18 height accuracy estimate available here.
 KA1945
 KA1945.Click photographs - Photos may exist for this station.
 KA1945
 KA1945.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1945
 KA1945. The following values were computed from the NAD 83(1997) position.
 KA1945
 KA1945;                    North         East     Units Scale Factor Converg.
 KA1945;SPC IN E     -   477,616.203    64,134.022   MT  0.99998250   -0 15 56.6
 KA1945;SPC IN E     - 1,566,979.16    210,413.04   sFT  0.99998250   -0 15 56.6
 KA1945;UTM  16      - 4,378,191.585   578,704.714   MT  0.99967626   +0 34 59.9
 KA1945
 KA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7870478191(NAD 83)
 KA1945
 KA1945                          SUPERSEDED SURVEY CONTROL
 KA1945
 KA1945  NAD 83(1986)-  39 32 59.27665(N)    086 05 02.28866(W) AD(       ) 3
 KA1945  NAD 27      -  39 32 59.10000(N)    086 05 02.35000(W) AD(       ) 3
 KA1945  USSD        -  39 32 59.17000(N)    086 05 02.13000(W) AD(       ) 3
 KA1945
 KA1945.Superseded values are not recommended for survey control.
 KA1945
 KA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1945.See file dsdata.pdf to determine how the superseded data were derived.
 KA1945
 KA1945_MARKER: 90 = CHURCH SPIRE
 KA1945
 KA1945  HISTORY     - Date     Condition        Report By
 KA1945  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1945
 KA1945                          STATION DESCRIPTION
 KA1945
 KA1945'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1946 ***********************************************************************
 KA1946  DESIGNATION -  WHITELAND SCHOOLHOUSE CUPOLA
 KA1946  PID         -  KA1946
 KA1946  STATE/COUNTY-  IN/JOHNSON
 KA1946  COUNTRY     -  US
 KA1946  USGS QUAD   -  GREENWOOD (2019)
 KA1946
 KA1946                         *CURRENT SURVEY CONTROL
 KA1946  ______________________________________________________________________
 KA1946* NAD 83(1997) POSITION- 39 33 02.61059(N) 086 04 48.95822(W)   ADJUSTED
 KA1946  ______________________________________________________________________
 KA1946  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 KA1946  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 KA1946  HORZ ORDER      -  THIRD
 KA1946
 KA1946.The horizontal coordinates were established by classical geodetic methods
 KA1946.and adjusted by the National Geodetic Survey in May 1999.
 KA1946
 KA1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1946.GEOID18 height accuracy estimate available here.
 KA1946
 KA1946.Click photographs - Photos may exist for this station.
 KA1946
 KA1946.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1946
 KA1946. The following values were computed from the NAD 83(1997) position.
 KA1946
 KA1946;                    North         East     Units Scale Factor Converg.
 KA1946;SPC IN E     -   477,717.871    64,451.891   MT  0.99998222   -0 15 48.1
 KA1946;SPC IN E     - 1,567,312.72    211,455.91   sFT  0.99998222   -0 15 48.1
 KA1946;UTM  16      - 4,378,297.920   579,020.945   MT  0.99967688   +0 35 08.5
 KA1946
 KA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7902078297(NAD 83)
 KA1946
 KA1946                          SUPERSEDED SURVEY CONTROL
 KA1946
 KA1946  NAD 83(1986)-  39 33 02.62019(N)    086 04 48.99461(W) AD(       ) 3
 KA1946  NAD 27      -  39 33 02.44000(N)    086 04 49.06000(W) AD(       ) 3
 KA1946  USSD        -  39 33 02.52000(N)    086 04 48.83000(W) AD(       ) 3
 KA1946
 KA1946.Superseded values are not recommended for survey control.
 KA1946
 KA1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1946.See file dsdata.pdf to determine how the superseded data were derived.
 KA1946
 KA1946_MARKER: 86 = CUPOLA
 KA1946
 KA1946  HISTORY     - Date     Condition        Report By
 KA1946  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1946
 KA1946                          STATION DESCRIPTION
 KA1946
 KA1946'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1638 ***********************************************************************
 MD1638  DESIGNATION -  WHITLEY
 MD1638  PID         -  MD1638
 MD1638  STATE/COUNTY-  IN/WHITLEY
 MD1638  COUNTRY     -  US
 MD1638  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1638
 MD1638                         *CURRENT SURVEY CONTROL
 MD1638  ______________________________________________________________________
 MD1638* NAD 83(1997) POSITION- 41 04 37.31367(N) 085 34 04.60150(W)   ADJUSTED
 MD1638* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 MD1638  ______________________________________________________________________
 MD1638  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 MD1638  LAPLACE CORR    -          4.83  (seconds)                    DEFLEC18
 MD1638  HORZ ORDER      -  FIRST
 MD1638
 MD1638.The horizontal coordinates were established by classical geodetic methods
 MD1638.and adjusted by the National Geodetic Survey in May 1999.
 MD1638
 MD1638.The orthometric height was scaled from a topographic map.
 MD1638
 MD1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1638.GEOID18 height accuracy estimate available here.
 MD1638
 MD1638.Click photographs - Photos may exist for this station.
 MD1638
 MD1638.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1638
 MD1638. The following values were computed from the NAD 83(1997) position.
 MD1638
 MD1638;                    North         East     Units Scale Factor Converg.
 MD1638;SPC IN E     -   647,117.322   108,296.024   MT  0.99996751   +0 03 53.5
 MD1638;SPC IN E     - 2,123,084.08    355,301.21   sFT  0.99996751   +0 03 53.5
 MD1638;UTM  16      - 4,548,296.300   620,299.437   MT  0.99977811   +0 56 27.9
 MD1638
 MD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1638!SPC IN E     -   0.99996401  x   0.99996751  =   0.99993152
 MD1638!UTM  16      -   0.99996401  x   0.99977811  =   0.99974213
 MD1638
 MD1638:                Primary Azimuth Mark                     Grid Az
 MD1638:SPC IN E     -  WHITLEY AZ MK                            263 41 15.5
 MD1638:UTM  16      -  WHITLEY AZ MK                            262 48 41.1
 MD1638
 MD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2029948296(NAD 83)
 MD1638
 MD1638|---------------------------------------------------------------------|
 MD1638| PID    Reference Object                     Distance      Geod. Az  |
 MD1638|                                                           dddmmss.s |
 MD1638| CF2819 WHITLEY RM 2                         27.831 METERS 25303     |
 MD1638| CF2817 WHITLEY AZ MK                                      2634509.0 |
 MD1638| MD1640 SOUTH WHITLEY MUNICIPAL TANK        APPROX. 5.2 KM 2810758.0 |
 MD1638| CF2818 WHITLEY RM 1                         31.638 METERS 34835     |
 MD1638|---------------------------------------------------------------------|
 MD1638
 MD1638                          SUPERSEDED SURVEY CONTROL
 MD1638
 MD1638  NAD 83(1995)-  41 04 37.31665(N)    085 34 04.60988(W) AD(       ) 1
 MD1638  NAD 83(1986)-  41 04 37.31665(N)    085 34 04.61307(W) AD(       ) 1
 MD1638  NAD 27      -  41 04 37.15320(N)    085 34 04.68320(W) AD(       ) 1
 MD1638
 MD1638.Superseded values are not recommended for survey control.
 MD1638
 MD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1638.See file dsdata.pdf to determine how the superseded data were derived.
 MD1638
 MD1638_MARKER: DS = TRIANGULATION STATION DISK
 MD1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1638_STAMPING: WHITLEY 1947
 MD1638_MARK LOGO: CGS
 MD1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1638+STABILITY: SURFACE MOTION
 MD1638
 MD1638  HISTORY     - Date     Condition        Report By
 MD1638  HISTORY     - 1947     MONUMENTED       CGS
 MD1638  HISTORY     - 1960     GOOD             CGS
 MD1638
 MD1638                          STATION DESCRIPTION
 MD1638
 MD1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1638'THE STATION IS LOCATED ABOUT 3 MILES EAST OF SOUTH WHITLEY ON THE
 MD1638'SOUTH SIDE OF STATE HIGHWAY 14.  IT IS 51 FEET SOUTH OF THE CENTERLINE
 MD1638'OF HIGHWAY, 17 FEET WEST OF A 6 INCH ELM TREE, 18 FEET EAST OF A 6
 MD1638'INCH ELM TREE AND 15 FEET NORTH OF A FENCELINE.  THE MARK PROJECTS
 MD1638'ABOUT 4 INCHES AND THE DISK IS STAMPED WHITLEY 1947.
 MD1638'
 MD1638'REFERENCE MARK NO. 1 IS 103.80 FEET NORTH OF THE STATION.  IT IS 60
 MD1638'FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT NORTH OF THE
 MD1638'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WHITLEY NO 1
 MD1638'1947.
 MD1638'
 MD1638'REFERENCE MARK NO. 2 IS 91.31 FEET SOUTHWEST OF THE STATION.  IT IS 40
 MD1638'FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 2 FEET SOUTH OF A
 MD1638'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WHITLEY NO 2
 MD1638'1947.
 MD1638'
 MD1638'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 40 FEET SOUTH OF
 MD1638'THE CENTERLINE OF STATE HIGHWAY 14, 3 FEET EAST OF A WHITE WITNESS
 MD1638'POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 6
 MD1638'INCHES AND THE DISK IS STAMPED WHITLEY 1947.
 MD1638'
 MD1638'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 5 AND 105 IN
 MD1638'SOUTH WHITLEY GO SOUTHEAST ON STATE HIGHWAY 14 FOR 3 MILES TO AZIMUTH
 MD1638'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO STATION ON
 MD1638'THE RIGHT AS DESCRIBED.
 MD1638'
 MD1638'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 MD1638
 MD1638                          STATION RECOVERY (1960)
 MD1638
 MD1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1638'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1638'AS HEREINAFTER CORRECTED AND AMENDED.  DIRECTIONS TO R.M.S ARE
 MD1638'INTERCHANGED IN ORIGINAL DESCRIPTION.
 MD1638'
 MD1638'ABOUT 0.7 MILE ALONG NOS. 5 AND 14 INDIANA HWYS. FROM THEIR JUNCTION
 MD1638'IN SOUTH WHITLEY, THENCE 2.9 MILES E ON NO. 14 HWY. TO E END OF CURVE
 MD1638'AND STATION, 50 FEET S OF CENTER LINE OF 20-FOOT ASPHALT HWY.
 MD1638'PAVEMENT, 50 FEET WSW OF ONE STEEL-RAIL FENCE CORNER, 46 FEET WNW OF
 MD1638'ANOTHER, 17 FEET N OF FENCE, AND FLUSH WITH THE GROUND.  THE ELM TREES
 MD1638'ARE GONE.
 MD1638'
 MD1638'REFERENCE STAMPED WHITLEY NO 1 1947, IS 103.80 FEET OR 31.638 METERS
 MD1638'WSW IN AZIMUTH 73 DEG. 03 MIN.  FROM THE STATION, 146-1/2 FEET W OF
 MD1638'N-S FENCE, AND 50 FEET S OF CENTER OF HWY.
 MD1638'
 MD1638'REFERENCE STAMPED WHITLEY NO 2 1947 IS 91.31 FEET OR 27.831 METERS N
 MD1638'IN AZIMUTH 168 DEG.  35 MIN. FROM THE STATION, 41 FEET N OF CENTER
 MD1638'LINE OF HWY., AND 2 FT. W OF STEEL WITNESS POST.
 MD1638'
 MD1638'AZIMUTH MARK, NOTE 16A, IS ON CREST OF RIDGE, 20 FEET E OF FENCE
 MD1638'T-INTERSECTION, 1.9 FEET E OF STEEL WITNESS POST, AND 1.5 FEET HIGHER
 MD1638'THAN CENTER OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2257 ***********************************************************************
 ME2257  DESIGNATION -  WHITMER
 ME2257  PID         -  ME2257
 ME2257  STATE/COUNTY-  IN/ST JOSEPH
 ME2257  COUNTRY     -  US
 ME2257  USGS QUAD   -  NORTH LIBERTY (2019)
 ME2257
 ME2257                         *CURRENT SURVEY CONTROL
 ME2257  ______________________________________________________________________
 ME2257* NAD 83(1997) POSITION- 41 34 13.72751(N) 086 26 11.43736(W)   ADJUSTED
 ME2257* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 ME2257  ______________________________________________________________________
 ME2257  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 ME2257  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 ME2257  HORZ ORDER      -  SECOND
 ME2257
 ME2257.The horizontal coordinates were established by classical geodetic methods
 ME2257.and adjusted by the National Geodetic Survey in May 1999.
 ME2257
 ME2257.The orthometric height was scaled from a topographic map.
 ME2257
 ME2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2257.GEOID18 height accuracy estimate available here.
 ME2257
 ME2257.Click photographs - Photos may exist for this station.
 ME2257
 ME2257.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2257
 ME2257. The following values were computed from the NAD 83(1997) position.
 ME2257
 ME2257;                    North         East     Units Scale Factor Converg.
 ME2257;SPC IN E     -   702,199.482    35,792.646   MT  1.00001738   -0 30 39.0
 ME2257;SPC IN E     - 2,303,799.47    117,429.71   sFT  1.00001738   -0 30 39.0
 ME2257;SPC IN W     -   702,115.310   953,946.983   MT  1.00000247   +0 25 45.1
 ME2257;SPC IN W     - 2,303,523.31  3,129,741.06   sFT  1.00000247   +0 25 45.1
 ME2257;UTM  16      - 4,602,242.177   546,979.470   MT  0.99962716   +0 22 26.1
 ME2257
 ME2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2257!SPC IN E     -   0.99997019  x   1.00001738  =   0.99998757
 ME2257!SPC IN W     -   0.99997019  x   1.00000247  =   0.99997266
 ME2257!UTM  16      -   0.99997019  x   0.99962716  =   0.99959736
 ME2257
 ME2257:                Primary Azimuth Mark                     Grid Az
 ME2257:SPC IN E     -  WHITMER AZ MK                            183 10 58.8
 ME2257:SPC IN W     -  WHITMER AZ MK                            182 14 34.7
 ME2257:UTM  16      -  WHITMER AZ MK                            182 17 53.7
 ME2257
 ME2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4697902242(NAD 83)
 ME2257
 ME2257|---------------------------------------------------------------------|
 ME2257| PID    Reference Object                     Distance      Geod. Az  |
 ME2257|                                                           dddmmss.s |
 ME2257| CM3978 WHITMER AZ MK                                      1824019.8 |
 ME2257| CM3979 WHITMER RM 1                         28.268 METERS 22101     |
 ME2257| CM3980 WHITMER RM 2                         27.888 METERS 31953     |
 ME2257|---------------------------------------------------------------------|
 ME2257
 ME2257                          SUPERSEDED SURVEY CONTROL
 ME2257
 ME2257  NAD 83(1994)-  41 34 13.73062(N)    086 26 11.44183(W) AD(       ) 2
 ME2257  NAD 83(1986)-  41 34 13.73061(N)    086 26 11.44264(W) AD(       ) 2
 ME2257  NAD 27      -  41 34 13.56380(N)    086 26 11.40150(W) AD(       ) 2
 ME2257
 ME2257.Superseded values are not recommended for survey control.
 ME2257
 ME2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2257.See file dsdata.pdf to determine how the superseded data were derived.
 ME2257
 ME2257_MARKER: DS = TRIANGULATION STATION DISK
 ME2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2257_STAMPING: WHITMER 1952
 ME2257_MARK LOGO: CGS
 ME2257_PROJECTION: RECESSED 30 CENTIMETERS
 ME2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2257+STABILITY: SURFACE MOTION
 ME2257
 ME2257  HISTORY     - Date     Condition        Report By
 ME2257  HISTORY     - 1952     MONUMENTED       CGS
 ME2257  HISTORY     - 19941030 GOOD             USPSQD
 ME2257
 ME2257                          STATION DESCRIPTION
 ME2257
 ME2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2257'STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF STILLWELL AND ABOUT 2-1/4
 ME2257'MILES NORTHWEST OF NORTH LIBERTY ON PROPERTY OWNED BY ROBERT WHITMER.
 ME2257'
 ME2257'IT IS 88 FEET SOUTHEAST OF A POWERLINE POLE, 61 FEET NORTHEAST OF A
 ME2257'POWERLINE POLE, 48 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL ROAD
 ME2257'AND A DRIVEWAY AND 38 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE
 ME2257'MARK IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED WHITMER
 ME2257'1952.
 ME2257'
 ME2257'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME2257'AND 1.5 FEET SOUTH OF A POWERLINE POLE AND A WHITE WITNESS POST.  THE
 ME2257'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WHITMER NO 1 1952.
 ME2257'
 ME2257'REFERENCE MARK NO. 2 IS 56 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 ME2257'FRAME HOUSE, 20 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 ME2257'EAST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2257'WHITMER NO 2 1952.
 ME2257'
 ME2257'AZIMUTH MARK IS 112 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 ME2257'HOUSE, 16 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET EAST OF
 ME2257'A WHITE WITNESS POST AND A POWERLINE POLE.  THE MARK IS FLUSH AND THE
 ME2257'DISK IS STAMPED WHITMER 1952.
 ME2257'
 ME2257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 23 IN
 ME2257'NORTH LIBERTY, GO NORTH ON STATE HIGHWAY 23 FOR 1.95 MILES TO NEW ROAD
 ME2257'(GRAVEL CROSSROAD), TURN LEFT ON NEW ROAD AND GO WEST FOR 0.45 MILE TO
 ME2257'THORN ROAD, TURN RIGHT AND GO NORTH ON THORN ROAD FOR 0.3 MILE TO THE
 ME2257'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE STATION MARK ON
 ME2257'THE RIGHT AS DESCRIBED.
 ME2257'
 ME2257'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2257
 ME2257                          STATION RECOVERY (1994)
 ME2257
 ME2257'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2547 ***********************************************************************
 ME2547  DESIGNATION -  WICKERVILLE
 ME2547  PID         -  ME2547
 ME2547  STATE/COUNTY-  IN/JASPER
 ME2547  COUNTRY     -  US
 ME2547  USGS QUAD   -  DEMOTTE (2019)
 ME2547
 ME2547                         *CURRENT SURVEY CONTROL
 ME2547  ______________________________________________________________________
 ME2547* NAD 83(1997) POSITION- 41 09 11.22786(N) 087 11 52.27021(W)   ADJUSTED
 ME2547* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 ME2547  ______________________________________________________________________
 ME2547  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 ME2547  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 ME2547  HORZ ORDER      -  SECOND
 ME2547
 ME2547.The horizontal coordinates were established by classical geodetic methods
 ME2547.and adjusted by the National Geodetic Survey in May 1999.
 ME2547
 ME2547.The orthometric height was scaled from a topographic map.
 ME2547
 ME2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2547.GEOID18 height accuracy estimate available here.
 ME2547
 ME2547.Click photographs - Photos may exist for this station.
 ME2547
 ME2547.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2547
 ME2547. The following values were computed from the NAD 83(1997) position.
 ME2547
 ME2547;                    North         East     Units Scale Factor Converg.
 ME2547;SPC IN W     -   655,568.624   890,387.532   MT  0.99996780   -0 04 31.3
 ME2547;SPC IN W     - 2,150,811.39  2,921,213.09   sFT  0.99996780   -0 04 31.3
 ME2547;UTM  16      - 4,555,773.796   483,398.837   MT  0.99960339   -0 07 48.7
 ME2547
 ME2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2547!SPC IN W     -   0.99997094  x   0.99996780  =   0.99993875
 ME2547!UTM  16      -   0.99997094  x   0.99960339  =   0.99957435
 ME2547
 ME2547:                Primary Azimuth Mark                     Grid Az
 ME2547:SPC IN W     -  WICKERVILLE AZ MK                        204 29 06.0
 ME2547:UTM  16      -  WICKERVILLE AZ MK                        204 32 23.4
 ME2547
 ME2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8339855773(NAD 83)
 ME2547
 ME2547|---------------------------------------------------------------------|
 ME2547| PID    Reference Object                     Distance      Geod. Az  |
 ME2547|                                                           dddmmss.s |
 ME2547| CM3985 WICKERVILLE RM 1                     23.908 METERS 03157     |
 ME2547| CM3984 WICKERVILLE AZ MK                                  2042434.7 |
 ME2547| CM3986 WICKERVILLE RM 2                     23.573 METERS 30408     |
 ME2547|---------------------------------------------------------------------|
 ME2547
 ME2547                          SUPERSEDED SURVEY CONTROL
 ME2547
 ME2547  NAD 83(1986)-  41 09 11.23193(N)    087 11 52.27797(W) AD(       ) 2
 ME2547  NAD 27      -  41 09 11.09860(N)    087 11 52.17850(W) AD(       ) 2
 ME2547
 ME2547.Superseded values are not recommended for survey control.
 ME2547
 ME2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2547.See file dsdata.pdf to determine how the superseded data were derived.
 ME2547
 ME2547_MARKER: DS = TRIANGULATION STATION DISK
 ME2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2547_STAMPING: WICKERVILLE 1952
 ME2547_MARK LOGO: CGS
 ME2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2547+STABILITY: SURFACE MOTION
 ME2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2547+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME2547
 ME2547  HISTORY     - Date     Condition        Report By
 ME2547  HISTORY     - 1952     MONUMENTED       CGS
 ME2547  HISTORY     - 1968     GOOD             CGS
 ME2547  HISTORY     - 20120327 GOOD             IN-073
 ME2547
 ME2547                          STATION DESCRIPTION
 ME2547
 ME2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2547'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF DEMOTTE NEAR A SMALL
 ME2547'SETTLEMENT KNOWN LOCALLY AS WICKERVILLE AND IS ON PROPERTY OWNED BY
 ME2547'MR. CHARLES WICKER.  IT IS IN A CLEARING ABOUT 100 FEET WEST OF THE
 ME2547'HIGHEST POINT OF A WOODED RIDGE AND 6 FEET WEST OF A WHITE WITNESS
 ME2547'POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 ME2547'WICKERVILLE 1952.
 ME2547'
 ME2547'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF RIDGE ABOUT 3 FEET
 ME2547'LOWER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES
 ME2547'AND THE DISK IS STAMPED WICKERVILLE NO 1 1952.
 ME2547'
 ME2547'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF RIDGE ABOUT 3 FEET
 ME2547'LOWER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS ABOUT 8 INCHES
 ME2547'AND THE DISK IS STAMPED WICKERVILLE NO 2 1952.
 ME2547'
 ME2547'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 10, 6 FEET
 ME2547'NORTHEAST OF A FENCE CORNER AND A 6 INCH OAK TREE AND 1 FOOT SOUTH OF
 ME2547'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ME2547'IS STAMPED WICKERVILLE 1952.
 ME2547'
 ME2547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 110,
 ME2547'WHICH IS ABOUT 4 MILES SOUTH OF DEMOTTE, GO NORTH ON HIGHWAY 10 FOR
 ME2547'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF ROAD AS
 ME2547'DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO A SAND DRIVEWAY
 ME2547'ON THE RIGHT, JUST NORTH OF A FRAME STORE BUILDING, TURN RIGHT AND GO
 ME2547'EAST ON DRIVEWAY FOR ABOUT 0.05 MILE, THEN SOUTH AND SOUTHEAST ON
 ME2547'TRACK ROAD FOR ABOUT 0.05 MILE TO TOP OF RIDGE AND STATION AS
 ME2547'DESCRIBED.
 ME2547'
 ME2547'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2547
 ME2547                          STATION RECOVERY (1968)
 ME2547
 ME2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2547'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION SHOULD HAVE
 ME2547'THE BELOW CHANGES.
 ME2547'
 ME2547'THE STATION MARK IS 18 FEET NORTH OF A 12 INCH OAK TREE AND 1 FOOT
 ME2547'WEST OF A METAL WITNESS POST.
 ME2547'
 ME2547'THE AZIMUTH MARK IS 52 FEET SOUTH OF A TELEPHONE POLE, 42 FEET SOUTH
 ME2547'OF A TWIN TRUNK 8 INCH OAK TREE, 40 FEET NORTHWEST OF THE INTERSECTION
 ME2547'OF THE HIGHWAY AND THE SOUTH 1 OF 2 DRIVEWAYS EAST, AND 1 FOOT NORTH
 ME2547'OF A METAL WITNESS POST.
 ME2547'
 ME2547'THE MILEAGE FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 10 SHOULD READ
 ME2547'--FROM THE JUNCTION GO NORTH ON HIGHWAY 10 FOR 0.4 MILE TO THE AZIMUTH
 ME2547'MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.2 MILE TO THE
 ME2547'TOP OF A SAND RIDGE AND THE STATION ABOUT 300 FEET EAST.
 ME2547'
 ME2547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES SOUTH OF
 ME2547'DEMOTTE
 ME2547
 ME2547                          STATION RECOVERY (2012)
 ME2547
 ME2547'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME2547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2460 ***********************************************************************
 LB2460  DESIGNATION -  WILBUR
 LB2460  PID         -  LB2460
 LB2460  STATE/COUNTY-  IN/HOWARD
 LB2460  COUNTRY     -  US
 LB2460  USGS QUAD   -  KOKOMO EAST (2019)
 LB2460
 LB2460                         *CURRENT SURVEY CONTROL
 LB2460  ______________________________________________________________________
 LB2460* NAD 83(1997) POSITION- 40 29 30.70572(N) 086 00 30.30693(W)   ADJUSTED
 LB2460* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 LB2460  ______________________________________________________________________
 LB2460  GEOID HEIGHT    -        -34.408 (meters)                     GEOID18
 LB2460  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 LB2460  HORZ ORDER      -  THIRD
 LB2460
 LB2460.The horizontal coordinates were established by classical geodetic methods
 LB2460.and adjusted by the National Geodetic Survey in May 1999.
 LB2460
 LB2460.The orthometric height was scaled from a topographic map.
 LB2460
 LB2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2460.GEOID18 height accuracy estimate available here.
 LB2460
 LB2460.Click photographs - Photos may exist for this station.
 LB2460
 LB2460.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2460
 LB2460. The following values were computed from the NAD 83(1997) position.
 LB2460
 LB2460;                    North         East     Units Scale Factor Converg.
 LB2460;SPC IN E     -   582,188.044    71,027.892   MT  0.99997699   -0 13 18.9
 LB2460;SPC IN E     - 1,910,061.94    233,030.68   sFT  0.99997699   -0 13 18.9
 LB2460;UTM  16      - 4,482,823.679   584,031.335   MT  0.99968692   +0 38 38.1
 LB2460
 LB2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2460!SPC IN E     -   0.99996573  x   0.99997699  =   0.99994272
 LB2460!UTM  16      -   0.99996573  x   0.99968692  =   0.99965266
 LB2460
 LB2460:                Primary Azimuth Mark                     Grid Az
 LB2460:SPC IN E     -  WILBUR AZ MK                             083 39 22.2
 LB2460:UTM  16      -  WILBUR AZ MK                             082 47 25.2
 LB2460
 LB2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8403182823(NAD 83)
 LB2460
 LB2460|---------------------------------------------------------------------|
 LB2460| PID    Reference Object                     Distance      Geod. Az  |
 LB2460|                                                           dddmmss.s |
 LB2460| CF2821 WILBUR RM 1                          33.223 METERS 05339     |
 LB2460| CF2820 WILBUR AZ MK                                       0832603.3 |
 LB2460| LB2459 RBN KOKOMO OKK NORTH POLE 1954       16.610 METERS 18315     |
 LB2460| CF2822 WILBUR RM 2                          34.823 METERS 35218     |
 LB2460|---------------------------------------------------------------------|
 LB2460
 LB2460                          SUPERSEDED SURVEY CONTROL
 LB2460
 LB2460  NAD 83(1986)-  40 29 30.70967(N)    086 00 30.31937(W) AD(       ) 3
 LB2460  NAD 27      -  40 29 30.57260(N)    086 00 30.35960(W) AD(       ) 3
 LB2460
 LB2460.Superseded values are not recommended for survey control.
 LB2460
 LB2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2460.See file dsdata.pdf to determine how the superseded data were derived.
 LB2460
 LB2460_MARKER: DS = TRIANGULATION STATION DISK
 LB2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2460_STAMPING: WILBUR 1954
 LB2460_MARK LOGO: CGS
 LB2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2460+STABILITY: SURFACE MOTION
 LB2460
 LB2460  HISTORY     - Date     Condition        Report By
 LB2460  HISTORY     - 1954     MONUMENTED       CGS
 LB2460  HISTORY     - 1964     GOOD             CGS
 LB2460
 LB2460                          STATION DESCRIPTION
 LB2460
 LB2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2460'STATION IS LOCATED ON PROPERTY OWNED BY W. E. JACKSON AND LEASED
 LB2460'BY THE C. A. A. ALONG THE SOUTH SIDE OF A PAVED ROAD ABOUT 6 MILES
 LB2460'EAST OF KOKOMO AND ABOUT 2-1/2 MILES NORTHWEST OF GREENTOWN.  IT
 LB2460'IS 85 FEET SOUTH OF THE CENTER OF THE ROAD, 63 FEET SOUTH OF A
 LB2460'LARGE CONCRETE GATE POST, 54 FEET NORTH OF THE NORTH POLE OF THE
 LB2460'C. A. A. RADIO BEACON AND 9 FEET EAST OF A WHITE WITNESS POST
 LB2460'AND FENCE LINE.  THE MARK IS 16 INCHES UNDERGROUND AND THE DISK
 LB2460'IS STAMPED WILBUR 1954.
 LB2460'
 LB2460'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF THE ROAD, 30
 LB2460'FEET WEST OF A POWER POLE AND 1 FOOT NORTH OF A FENCE.  THE MARK IS
 LB2460'FLUSH AND THE DISK IS STAMPED WILBUR NO 1 1954.
 LB2460'
 LB2460'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE ROAD AND
 LB2460'1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2460'WILBUR NO 2 1954.
 LB2460'
 LB2460'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 3
 LB2460'FEET EAST OF A FENCE CORNER AND 2 FEET WEST OF A WHITE WITNESS POST.
 LB2460'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WILBUR
 LB2460'1954.
 LB2460'
 LB2460'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 BY-PASS
 LB2460'AND U. S. HIGHWAY 35 AT THE SOUTHEAST EDGE OF KOKOMO, GO EAST ON
 LB2460'HIGHWAY 35 FOR 2.0 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO
 LB2460'NORTH ON PAVED ROAD FOR 1.3 MILES TO A PAVED CROSSROAD.  TURN
 LB2460'RIGHT AND GO EAST ON PAVED ROAD FOR 3.3 MILES TO THE STATION ON
 LB2460'THE RIGHT AS DESCRIBED.  CONTINUE EAST ON THE PAVED ROAD FOR
 LB2460'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2460'
 LB2460'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2460
 LB2460                          STATION RECOVERY (1964)
 LB2460
 LB2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LB2460'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 LB2460'BE IN GOOD CONDITION.  REFERENCE--HORIZONTAL CONTROL DATA SUPPLIMENT
 LB2460'DATED JANUARY 1959.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2355 ***********************************************************************
 LA2355  DESIGNATION -  WILLIAMS
 LA2355  PID         -  LA2355
 LA2355  STATE/COUNTY-  IN/JAY
 LA2355  COUNTRY     -  US
 LA2355  USGS QUAD   -  PORTLAND (2019)
 LA2355
 LA2355                         *CURRENT SURVEY CONTROL
 LA2355  ______________________________________________________________________
 LA2355* NAD 83(1997) POSITION- 40 22 36.36711(N) 084 58 38.87204(W)   ADJUSTED
 LA2355* NAVD 88 ORTHO HEIGHT -   292.    (meters)      958.    (feet) SCALED
 LA2355  ______________________________________________________________________
 LA2355  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 LA2355  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 LA2355  HORZ ORDER      -  THIRD
 LA2355
 LA2355.The horizontal coordinates were established by classical geodetic methods
 LA2355.and adjusted by the National Geodetic Survey in May 1999.
 LA2355
 LA2355.The orthometric height was scaled from a topographic map.
 LA2355
 LA2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2355.GEOID18 height accuracy estimate available here.
 LA2355
 LA2355.Click photographs - Photos may exist for this station.
 LA2355
 LA2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2355
 LA2355. The following values were computed from the NAD 83(1997) position.
 LA2355
 LA2355;                    North         East     Units Scale Factor Converg.
 LA2355;SPC IN E     -   569,580.015   158,527.175   MT  1.00000882   +0 26 47.3
 LA2355;SPC IN E     - 1,868,697.10    520,101.24   sFT  1.00000882   +0 26 47.3
 LA2355;UTM  16      - 4,471,539.807   671,696.232   MT  0.99996289   +1 18 37.9
 LA2355
 LA2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2355!SPC IN E     -   0.99995949  x   1.00000882  =   0.99996831
 LA2355!UTM  16      -   0.99995949  x   0.99996289  =   0.99992238
 LA2355
 LA2355:                Primary Azimuth Mark                     Grid Az
 LA2355:SPC IN E     -  WILLIAMS AZ MK                           127 43 12.9
 LA2355:UTM  16      -  WILLIAMS AZ MK                           126 51 22.3
 LA2355
 LA2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7169671539(NAD 83)
 LA2355
 LA2355|---------------------------------------------------------------------|
 LA2355| PID    Reference Object                     Distance      Geod. Az  |
 LA2355|                                                           dddmmss.s |
 LA2355| CE7545 WILLIAMS RM 1                        24.574 METERS 08738     |
 LA2355| CE7544 WILLIAMS AZ MK                                     1281000.2 |
 LA2355| CE7546 WILLIAMS RM 2                        25.955 METERS 19909     |
 LA2355|---------------------------------------------------------------------|
 LA2355
 LA2355                          SUPERSEDED SURVEY CONTROL
 LA2355
 LA2355  NAD 83(1995)-  40 22 36.36742(N)    084 58 38.87455(W) AD(       ) 3
 LA2355  NAD 83(1986)-  40 22 36.36972(N)    084 58 38.88445(W) AD(       ) 3
 LA2355  NAD 27      -  40 22 36.20640(N)    084 58 38.99780(W) AD(       ) 3
 LA2355
 LA2355.Superseded values are not recommended for survey control.
 LA2355
 LA2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2355.See file dsdata.pdf to determine how the superseded data were derived.
 LA2355
 LA2355_MARKER: DS = TRIANGULATION STATION DISK
 LA2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2355_STAMPING: WILLIAMS 1955
 LA2355_MARK LOGO: CGS
 LA2355_PROJECTION: FLUSH
 LA2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2355+STABILITY: SURFACE MOTION
 LA2355
 LA2355  HISTORY     - Date     Condition        Report By
 LA2355  HISTORY     - 1955     MONUMENTED       CGS
 LA2355  HISTORY     - 1964     GOOD             CGS
 LA2355
 LA2355                          STATION DESCRIPTION
 LA2355
 LA2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2355'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF DEERFIELD, 6 MILES WEST
 LA2355'OF SALAMONIA, 4 MILES SOUTH OF PORTLAND, 54 FEET EAST OF THE CENTER OF
 LA2355'U.S. HIGHWAY 67, 49 FEET SOUTHEAST OF A TELEPHONE POLE, 36 FEET
 LA2355'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, AND ON LAND OWNED BY
 LA2355'MR. LAWRENCE WILLIAMS OF PORTLAND.
 LA2355'
 LA2355'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO SOUTH ON
 LA2355'U.S. HIGHWAY 27 FOR 4 MILES TO THE STATION ON THE LEFT.
 LA2355'
 LA2355'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 LA2355'27 FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT (EAST) AND GO
 LA2355'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 LA2355'
 LA2355'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 LA2355'IS STAMPED WILLIAMS 1955.
 LA2355'
 LA2355'REFERENCE MARK 1 IS 32 FEET EAST OF THE SOUTHEAST CORNER OF THE SHED.
 LA2355'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED WILLIAMS NO 1
 LA2355'1955.
 LA2355'
 LA2355'REFERENCE MARK 2 IS 24 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 8
 LA2355'FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND,
 LA2355'AND THE DISK IS STAMPED WILLIAMS NO 2 1955.
 LA2355'
 LA2355'THE AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LA2355'7 FEET WEST OF A POWERLINE POLE, 1.5 FEET WEST OF A WHITE 4 INCH BY 4
 LA2355'INCH WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 LA2355'PROJECTS 5 INCHES, AND THE DISK IS STAMPED WILLIAMS 1955.
 LA2355'
 LA2355'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2355
 LA2355                          STATION RECOVERY (1964)
 LA2355
 LA2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2355'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2355'DESCRIBED, EXCEPT THAT THE AZIMUTH MARK IS NOW OBSTRUCTED BY A SMALL
 LA2355'BARN BUILT ON LINE.
 LA2355'
 LA2355'ABOUT 4.0 MILES S ALONG NO. 27 U.S. HWY. FROM THE INTERSECTION OF MAIN
 LA2355'AND MERIDIAN STREETS IN THE HEART OF PORTLAND, 71 FEET SSW OF THE W
 LA2355'CORNER OF THE MOST SLY WALL OF A FURNITURE WAREHOUSE, 11-1/2 FEET W OF
 LA2355'PROJECTED PLANE OF THE MOST WLY WALL OF SAME, 59 FEET EAST CENTER LINE
 LA2355'OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.7 FOOT LOWER THAN SAME, STANDARD
 LA2355'DISK STAMPED WILLIAMS 1955 IN MARKS WITH THE UPPER ONE FLUSH WITH THE
 LA2355'GROUND.
 LA2355'
 LA2355'REFERENCE STAMPED WILLIAMS NO 1 1955, PROJECTS 0.2 FOOT, IS 24.561
 LA2355'METERS OR 80.58 FEET E OF THE STATION, 27 FEET SSW OF POWER POLE, AND
 LA2355'FEET WNW OF THE LINE OF THE SAID POLES.
 LA2355'
 LA2355'REFERENCE STAMPED WILLIAMS NO 2 1955, PROJECTS 0.1 FOOT, IS 25.960
 LA2355'METERS OR 85.17 FEET S OF THE STATION, 49 FEET N OF PROJECTED PLANE OF
 LA2355'N WALL OF 1-1/2-STORY FRAME HOUSE, 25 FEET E OF CENTER LINE OF HWY.,
 LA2355'0.2 FOOT LOWER THAN SAME, AND 1.2 FEET NNE OF STEEL WITNESS POST.
 LA2355'
 LA2355'AZIMUTH MARK STAMPED WILLIAMS 1955, PROJECTS 0.4 FOOT, IS ABOUT 0.3
 LA2355'MILE SE OF THE STATION, NOW OBSTRUCTED BY A SMALL BARN, ABOUT 65 YARDS
 LA2355'W OF THE CREST OF A SMALL RIDGE, 13 FEET N OF CENTER LINE OF GRAVEL
 LA2355'ROAD, 0.2 FOOT LOWER THAN SAME, 8.3 FEET W OF POWER POLE, AND 2.0 FEET
 LA2355'E OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2259 ***********************************************************************
 HZ2259  DESIGNATION -  WILLIAMS
 HZ2259  PID         -  HZ2259
 HZ2259  STATE/COUNTY-  IN/HARRISON
 HZ2259  COUNTRY     -  US
 HZ2259  USGS QUAD   -  LANESVILLE (2019)
 HZ2259
 HZ2259                         *CURRENT SURVEY CONTROL
 HZ2259  ______________________________________________________________________
 HZ2259* NAD 83(1997) POSITION- 38 10 24.79975(N) 085 54 47.98959(W)   ADJUSTED
 HZ2259* NAVD 88 ORTHO HEIGHT -   295.8   (meters)      970.    (feet) VERTCON3
 HZ2259  ______________________________________________________________________
 HZ2259  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 HZ2259  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 HZ2259  HORZ ORDER      -  FIRST
 HZ2259
 HZ2259.The horizontal coordinates were established by classical geodetic methods
 HZ2259.and adjusted by the National Geodetic Survey in May 1999.
 HZ2259
 HZ2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2259
 HZ2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2259.GEOID18 height accuracy estimate available here.
 HZ2259
 HZ2259.Click photographs - Photos may exist for this station.
 HZ2259
 HZ2259.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2259
 HZ2259. The following values were computed from the NAD 83(1997) position.
 HZ2259
 HZ2259;                    North         East     Units Scale Factor Converg.
 HZ2259;SPC IN E     -   324,786.471    78,386.777   MT  0.99997242   -0 09 08.8
 HZ2259;SPC IN E     - 1,065,570.28    257,173.95   sFT  0.99997242   -0 09 08.8
 HZ2259;SPC KY1Z     - 1,204,246.082 1,485,689.336   MT  0.99991835   -0 06 01.0
 HZ2259;SPC KY1Z     - 3,950,930.69  4,874,299.10   sFT  0.99991835   -0 06 01.0
 HZ2259;SPC KY N     -    76,078.268   354,262.117   MT  0.99997515   -1 02 04.9
 HZ2259;SPC KY N     -   249,600.12  1,162,274.96   sFT  0.99997515   -1 02 04.9
 HZ2259;UTM  16      - 4,225,629.542   595,182.757   MT  0.99971158   +0 40 18.0
 HZ2259
 HZ2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2259!SPC IN E     -   0.99995879  x   0.99997242  =   0.99993122
 HZ2259!SPC KY1Z     -   0.99995879  x   0.99991835  =   0.99987715
 HZ2259!SPC KY N     -   0.99995879  x   0.99997515  =   0.99993395
 HZ2259!UTM  16      -   0.99995879  x   0.99971158  =   0.99967039
 HZ2259
 HZ2259:                Primary Azimuth Mark                     Grid Az
 HZ2259:SPC IN E     -  WILLIAMS AZ MK                           211 05 16.2
 HZ2259:SPC KY1Z     -  WILLIAMS AZ MK                           211 02 08.4
 HZ2259:SPC KY N     -  WILLIAMS AZ MK                           211 58 12.3
 HZ2259:UTM  16      -  WILLIAMS AZ MK                           210 15 49.4
 HZ2259
 HZ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9518225629(NAD 83)
 HZ2259
 HZ2259|---------------------------------------------------------------------|
 HZ2259| PID    Reference Object                     Distance      Geod. Az  |
 HZ2259|                                                           dddmmss.s |
 HZ2259| CG9440 WILLIAMS RM 1                        21.387 METERS 12823     |
 HZ2259| CG9441 WILLIAMS RM 2                        26.543 METERS 20721     |
 HZ2259| CG9439 WILLIAMS AZ MK                                     2105607.4 |
 HZ2259| HZ2264 WILLIAMS RM A                        23.938 METERS 25328     |
 HZ2259|---------------------------------------------------------------------|
 HZ2259
 HZ2259                          SUPERSEDED SURVEY CONTROL
 HZ2259
 HZ2259  NAD 83(1993)-  38 10 24.80002(N)    085 54 47.99012(W) AD(       ) 1
 HZ2259  NAD 83(1986)-  38 10 24.80465(N)    085 54 47.99734(W) AD(       ) 1
 HZ2259  NAD 27      -  38 10 24.54600(N)    085 54 48.12200(W) AD(       ) 1
 HZ2259  USSD        -  38 10 24.69500(N)    085 54 47.96900(W) AD(       ) 3
 HZ2259  NGVD 29 (07/19/86)  295.9    (m)          971.     (f) VERT ANG       
 HZ2259
 HZ2259.Superseded values are not recommended for survey control.
 HZ2259
 HZ2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2259.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2259
 HZ2259_MARKER: DS = TRIANGULATION STATION DISK
 HZ2259_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HZ2259_STAMPING: WILLIAMS 1879 1933
 HZ2259_MARK LOGO: CGS
 HZ2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2259
 HZ2259  HISTORY     - Date     Condition        Report By
 HZ2259  HISTORY     - 1879     MONUMENTED       CGS
 HZ2259  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HZ2259  HISTORY     - 1935     GOOD             CGS
 HZ2259  HISTORY     - 1947     GOOD             CGS
 HZ2259  HISTORY     - 1970     GOOD             NGS
 HZ2259
 HZ2259                          STATION DESCRIPTION
 HZ2259
 HZ2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (GAF)
 HZ2259'STATION IS ON A HILL NEAR BRIDGEPORT, ON LAND BELONGING TO FRANK
 HZ2259'WILLIAMS, ON THE HIGHEST GROUND OF A CULTIVATED FIELD SOUTH
 HZ2259'OF HIS HOUSE. THE STATION IS IN THE SW 1/4 SE-1/4 SEC. 12, T. 4 S.,R
 HZ2259'5., AND IS MARKED BY A CROSS IN THE TOP OF A STONE POST 4 INCHES
 HZ2259'SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS USC AND GS.
 HZ2259'THE THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND
 HZ2259'30 INCHES LONG SET AT THE DISTANCES AND DIRECTIONS AS GIVEN
 HZ2259'IN THE DESCRIPTION, EXCEPT THAT THE TOPS OF THE
 HZ2259'THE STONE POSTS ARE DRESSED TO 4 INCHES SQUARE INSTEAD OF 6, AND
 HZ2259'THAT THE UNDERGROUND MARK IS A COPPER NAIL IN THE STOPPER OF A
 HZ2259'GLASS BOTTLE FILLED WITH ASHES. THE REFERENCE MARKS ARE 1.83 METERS
 HZ2259'FROM THE STATION, NORTH, EAST AND SOUTH MAGNETIC, RESPECTIVELY.
 HZ2259
 HZ2259                          STATION RECOVERY (1933)
 HZ2259
 HZ2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HZ2259'STATION RECOVERED AND RE-MARKED. THE
 HZ2259'STATION IS ABOUT 9 MILES SOUTH OF NEW ALBANY, ON HILL NEAR
 HZ2259'BRIDGEPORT. OWNER OF THE LAND IS NOT KNOWN BUT IS POSSIBLY OWNED BY
 HZ2259'J.B. WILLIAMS OF LOUISVILLE. THE STA.  IS ON THE HIGHEST PART OF
 HZ2259'THE HILL ON THE EAST-NORTHEAST SECTION OF THE TOP, 48 FEET SOUTH OF
 HZ2259'THICKET ON NORTH SIDE OF THE HILL, 250 FEET NORTH OF TRAIL GOING
 HZ2259'AROUND KNOLL, 1.8 METERS SOUTH AND EAST OF TWO OLD REFERENCE MARKS
 HZ2259'WHICH ARE STONE POSTS JUST BELOW THE GROUND. THE MARK PROJECTS 6
 HZ2259'INCHES.
 HZ2259'
 HZ2259'TO REACH FROM NEW ALBANY, GO WEST FROM STATE STREET ON STATE HIGHWAY
 HZ2259'62 FOR 1.1 MILES, HERE TAKE LEFT FORK ON ASPHALT ROAD ACROSS
 HZ2259'RAILROAD AND GO 1.5 MILES TO FIRST ASPHALT ROAD TO LEFT. TURN LEFT ON
 HZ2259'THIS ROAD AND FOLLOW IT DOWN VALLEY 8.35 MILES TO LOCUST
 HZ2259'POINT BRIDGEPORT, HERE TURN LEFT AND GO 0.3 MILE TO FORK AND TAKE
 HZ2259'RIGHT FORK 0.75 MILE UP BLUFF TO A ROAD RUNNING ALONG THE RIDGE.
 HZ2259'HERE TURN RIGHT NORTH AND GO 0.1 MILE TO WHERE MAIN ROAD TURNS LEFT,
 HZ2259'HERE KEEP STRAIGHT AHEAD ON WAGON TRAIL FOR 125 YDS. TO FORK,
 HZ2259'TAKE RIGHT FORK AND FOLLOW OLD ROAD ABOUT 125 YARDS, HERE TURN
 HZ2259'LEFT THROUGH BRUSH AND GO TO STATION ON TOP OF KNOLL. TRUCK CAN BE
 HZ2259'DRIVEN TO STATION IN DRY WEATHER.
 HZ2259'
 HZ2259'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 30 FEET WEST OF THICKET
 HZ2259'ON EAST SIDE OF HILL. THE MARK PROJECTS 8 INCHES.
 HZ2259'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND PROJECTS 6
 HZ2259'INCHES.
 HZ2259'
 HZ2259'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 50 FEET SOUTHEAST OF THE
 HZ2259'WILLIAMS HOUSE FRAME, 15 FEET NORTH OF CENTERLINE OF GRAVEL ROAD,
 HZ2259'75 FEET WEST OF NORTH-SOUTH FENCE LINE, AND PROJECTS 8 INCHES.
 HZ2259'
 HZ2259'A 37-FOOT TOWER WAS ERECTED.
 HZ2259
 HZ2259                          STATION RECOVERY (1935)
 HZ2259
 HZ2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 HZ2259'PRESENT OWNERSHIP OF LAND UNCERTAIN. SECTION REFERENCE CORRECT.
 HZ2259'
 HZ2259'THE STATION WAS MARKED WITH STANDARD DISKS SET IN CONCRETE IN 1933,
 HZ2259'THE THREE STONE REFERENCE MARKERS STILL STAND.
 HZ2259'
 HZ2259'REACHED FROM STATE HIGHWAY 62 VIA STATE HIGHWAY 33, GO SOUTH FROM THE
 HZ2259'JUNCTION 7.1 MILES TO A CROSS ROAD, 1 MILE SOUTH OF THE
 HZ2259'FLOYD-HARRISON COUNTY LINE, THERE IS A DWELLING IN THE NORTHWEST
 HZ2259'CORNER OF THE CROSS ROAD AND A SMALL SCHOOLHOUSE IN THE
 HZ2259'SOUTHWEST CORNER, THEN EAST 1.4 MILES TO A POINT WHERE THE ROAD TURNS
 HZ2259'SOUTH, THEN NORTH BY AN UNFREQUENTED ROAD ABOUT 110 YARDS,
 HZ2259'THEN EAST BY A WINDING FARM LANE ABOUT 120 YARDS, THEN NORTH ABOUT
 HZ2259'150 YARDS TO TOP OF A HILL.
 HZ2259'
 HZ2259'THE FARMHOUSE OF ROBERT WILLIAMS, YOUNGEST SON OF ORIGINAL OWNER, IS
 HZ2259'ABOUT 1/2 MILE SOUTH.
 HZ2259
 HZ2259                          STATION RECOVERY (1947)
 HZ2259
 HZ2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2259'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. NO ADDITIONAL
 HZ2259'MARKS WERE ESTABLISHED. SURFACE, UNDERGROUND, REFERENCE, AND
 HZ2259'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HZ2259'THESE MARKS WERE SET IN 1933 TO
 HZ2259'SUPPLANT THE ORIGINAL MARKS OF STATION. A VARIATION OF ABOUT 3
 HZ2259'MINUTES WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1.
 HZ2259'THE 1933 DESCRIPTION IS STILL ADEQUATE. A COMPLETE DESCRIPTION
 HZ2259'FOLLOWS-
 HZ2259'
 HZ2259'STATION IS ABOUT 5 MILES NORTHEAST OF ELIZABETH, ON THE HIGHEST POINT
 HZ2259'OF A WOODED HILL, AND AT THE END OF A WOODS ROAD WHICH RUNS UP
 HZ2259'THE SOUTH SIDE OF THE HILL. THE MARK PROJECTS 8 INCHES, AND THE DISK
 HZ2259'IS STAMPED WILLIAMS 1879 1933.
 HZ2259'
 HZ2259'REFERENCE MARK NO. 1 IS 70.05 FEET SOUTHEAST OF THE STATION, ON THE
 HZ2259'SOUTHEAST SLOPE OF THE HILL. THE MARK PROJECTS 8 INCHES, AND THE
 HZ2259'DISK IS STAMPED WILLIAMS NO. 1 1933.
 HZ2259'
 HZ2259'REFERENCE MARK NO. 2 IS 87.09 FEET SOUTH-SOUTHWEST OF THE STATION AND
 HZ2259'24 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE WOODS ROAD.
 HZ2259'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED WILLIAMS NO 2
 HZ2259'1933.
 HZ2259'
 HZ2259'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION AND 60 FEET
 HZ2259'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE OWNED BY AMEL
 HZ2259'SULLIVAN. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 HZ2259'WILLIAMS AZIMUTH 1933.
 HZ2259'
 HZ2259'TO REACH FROM THE RIGHT-ANGLE TURN IN STATE HIGHWAY 11 IN ELIZABETH,
 HZ2259'GO EAST AND THEN NORTH ON HIGHWAY 11 FOR 4.5 MILES TO A CROSS
 HZ2259'ROAD AND A WHITE HOUSE ON LEFT. THIS IS 1.0 MILE SOUTH OF THE
 HZ2259'FLOYD-HARRISON COUNTY LINE. TURN RIGHT AND GO EAST ON GRAVELED
 HZ2259'ROAD FOR 1.45 MILES TO A WOODS ROAD ON LEFT AT A CURVE, TURN SHARP
 HZ2259'LEFT AND FOLLOW WOODS ROAD UP HILL FOR ABOUT 0.3 MILE TO TOP OF
 HZ2259'HILL AND STATION.
 HZ2259'
 HZ2259'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE GRAVELED ROAD WITH
 HZ2259'THE WOODS ROAD, GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 HZ2259'MARK ON RIGHT IN FARMHOUSE YARD.
 HZ2259'
 HZ2259'NOTE-REFERENCE MARK NO. 2 WAS MEASURED ONLY TO TENTHS OF A FOOT IN
 HZ2259'1933.
 HZ2259'
 HZ2259'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HZ2259
 HZ2259                          STATION RECOVERY (1970)
 HZ2259
 HZ2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2259'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HZ2259'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 HZ2259'REFERENCE MARKS AND THE AZIMUTH MARK COMPARED FAVORABLY WITH THE
 HZ2259'1947 OBSERVATIONS.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 HZ2259'A NEW DESCRIPTION BELOW.
 HZ2259'
 HZ2259'THE STATION IS LOCATED ON THE HIGHEST PART OF A WOODED HILL ALONG
 HZ2259'THE WEST SIDE OF THE OHIO RIVER.  IT IS ABOUT 7 MILES EAST OF NEW
 HZ2259'MIDDLETOWN, 6 MILES SOUTHEAST OF LANESVILLE, AND 4.5 MILES
 HZ2259'NORTHEAST OF ELIZABETH.  THE PROPERTY OWNER IS MR. MACK V. PHILLIPS
 HZ2259'WHO LIVES AT 100 W MAPLEWOOD DRIVE, CLARKSVILLE, INDIANA.
 HZ2259'
 HZ2259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460, STATE
 HZ2259'HIGHWAY 62, AND INDIANA 111 (INTERSECTION OF STATE STREET AND EAST
 HZ2259'MAIN STREET) IN NEW ALBANY, GO WESTERLY ON INDIANA 111 (MAIN
 HZ2259'STREET) FOR 1.1 MILES TO A FORK.  TURN LEFT AND GO SOUTH ON INDIANA
 HZ2259'111 FOR 8.8 MILES TO A SIDEROAD ON THE RIGHT.  TURN RIGHT AND GO
 HZ2259'WEST ON A PAVED ROAD UP A HILL FOR 0.75 MILE TO A T-INTERSECTION.
 HZ2259'(TO REACH THE AZIMUTH MARK FROM HERE, TURN LEFT AND GO SOUTH ON
 HZ2259'A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT
 HZ2259'AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A WOODS ROAD ON
 HZ2259'THE RIGHT.  TURN RIGHT AND FOLLOW THE WOODS ROAD NORTHERLY FOR 0.2
 HZ2259'MILE TO THE TOP OF THE HILL AND THE STATION.
 HZ2259'
 HZ2259'THE STATION MARK IS A STANDARD DISK STAMPED WILLIAMS 1879 1933, SET
 HZ2259'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 HZ2259'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 62 FEET NORTHEAST OF
 HZ2259'THE INTERSECTION OF A FORK IN THE WOODS ROAD, 12 FEET SOUTHEAST OF
 HZ2259'A 12-INCH WILD CHERRY TREE, AND 6 FEET WEST-NORTHWEST OF A METAL
 HZ2259'WITNESS POST WITH A SIGN ATTACHED.
 HZ2259'
 HZ2259'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILLIAMS NO 1 1933, SET
 HZ2259'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 8
 HZ2259'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 64.5 FEET SOUTHEAST
 HZ2259'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 HZ2259'
 HZ2259'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILLIAMS NO 2 1933, SET
 HZ2259'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 6
 HZ2259'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 85.5 FEET SOUTH OF A
 HZ2259'METAL WITNESS POST WITH A SIGN ATTACHED AND 26 FEET WEST OF THE
 HZ2259'CENTER OF THE INTERSECTION OF A FORK IN THE WOODS ROAD.
 HZ2259'
 HZ2259'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED WILLIAMS
 HZ2259'AZIMUTH 1933 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HZ2259'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 HZ2259'58.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 23 FEET
 HZ2259'WEST OF THE CENTER OF A PAVED ROAD, AND 2.8 FEET EAST OF AN IRON
 HZ2259'POST.
 HZ2259'
 HZ2259'RM 1 TO RM 2 OBSTRUCTED BY TREES.
 HZ2259'
 HZ2259'THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 HZ2259'
 HZ2259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES NORTHEAST
 HZ2259'OF ELIZABETH.
 HZ2259'
 HZ2259'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2264 ***********************************************************************
 HZ2264  DESIGNATION -  WILLIAMS RM A
 HZ2264  PID         -  HZ2264
 HZ2264  STATE/COUNTY-  IN/HARRISON
 HZ2264  COUNTRY     -  US
 HZ2264  USGS QUAD   -  LANESVILLE (2019)
 HZ2264
 HZ2264                         *CURRENT SURVEY CONTROL
 HZ2264  ______________________________________________________________________
 HZ2264* NAD 83(1997) POSITION- 38 10 24.57890(N) 085 54 48.93244(W)   ADJUSTED
 HZ2264* NAVD 88 ORTHO HEIGHT -   294.8   (meters)      967.    (feet) VERTCON3
 HZ2264  ______________________________________________________________________
 HZ2264  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 HZ2264  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 HZ2264  HORZ ORDER      -  FIRST
 HZ2264
 HZ2264.The horizontal coordinates were established by classical geodetic methods
 HZ2264.and adjusted by the National Geodetic Survey in May 1999.
 HZ2264
 HZ2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2264
 HZ2264.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2264.GEOID18 height accuracy estimate available here.
 HZ2264
 HZ2264.Click photographs - Photos may exist for this station.
 HZ2264
 HZ2264.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2264
 HZ2264. The following values were computed from the NAD 83(1997) position.
 HZ2264
 HZ2264;                    North         East     Units Scale Factor Converg.
 HZ2264;SPC IN E     -   324,779.723    78,363.810   MT  0.99997243   -0 09 09.4
 HZ2264;SPC IN E     - 1,065,548.14    257,098.60   sFT  0.99997243   -0 09 09.4
 HZ2264;SPC KY1Z     - 1,204,239.313 1,485,666.377   MT  0.99991834   -0 06 01.6
 HZ2264;SPC KY1Z     - 3,950,908.48  4,874,223.77   sFT  0.99991834   -0 06 01.6
 HZ2264;SPC KY N     -    76,071.874   354,239.049   MT  0.99997515   -1 02 05.5
 HZ2264;SPC KY N     -   249,579.14  1,162,199.28   sFT  0.99997515   -1 02 05.5
 HZ2264;UTM  16      - 4,225,622.466   595,159.896   MT  0.99971152   +0 40 17.4
 HZ2264
 HZ2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2264!SPC IN E     -   0.99995895  x   0.99997243  =   0.99993138
 HZ2264!SPC KY1Z     -   0.99995895  x   0.99991834  =   0.99987729
 HZ2264!SPC KY N     -   0.99995895  x   0.99997515  =   0.99993410
 HZ2264!UTM  16      -   0.99995895  x   0.99971152  =   0.99967048
 HZ2264
 HZ2264:                Primary Azimuth Mark                     Grid Az
 HZ2264:SPC IN E     -  BANGS RM 4                               016 59 19.7
 HZ2264:SPC KY1Z     -  BANGS RM 4                               016 56 11.9
 HZ2264:SPC KY N     -  BANGS RM 4                               017 52 15.8
 HZ2264:UTM  16      -  BANGS RM 4                               016 09 52.9
 HZ2264
 HZ2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9515925622(NAD 83)
 HZ2264
 HZ2264|---------------------------------------------------------------------|
 HZ2264| PID    Reference Object                     Distance      Geod. Az  |
 HZ2264|                                                           dddmmss.s |
 HZ2264| HZ2290 BANGS RM 4                          APPROX.17.8 KM 0165010.3 |
 HZ2264| HZ2259 WILLIAMS                             23.938 METERS 07328     |
 HZ2264|---------------------------------------------------------------------|
 HZ2264
 HZ2264                          SUPERSEDED SURVEY CONTROL
 HZ2264
 HZ2264  NAD 83(1993)-  38 10 24.57918(N)    085 54 48.93297(W) AD(       ) 1
 HZ2264  NAD 83(1986)-  38 10 24.58385(N)    085 54 48.94000(W) AD(       ) 1
 HZ2264  NAD 27      -  38 10 24.32516(N)    085 54 49.06477(W) AD(       ) 1
 HZ2264  NGVD 29 (07/19/86)  294.9    (m)          968.     (f) VERT ANG       
 HZ2264
 HZ2264.Superseded values are not recommended for survey control.
 HZ2264
 HZ2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2264.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2264
 HZ2264_MARKER: DS = TRIANGULATION STATION DISK
 HZ2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2264_STAMPING: WILLIAMS RM A 1970
 HZ2264_MARK LOGO: CGS
 HZ2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2264+STABILITY: SURFACE MOTION
 HZ2264
 HZ2264  HISTORY     - Date     Condition        Report By
 HZ2264  HISTORY     - 1970     MONUMENTED       NGS
 HZ2264
 HZ2264                          STATION DESCRIPTION
 HZ2264
 HZ2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 HZ2264'THE STATION IS LOCATED ABOUT 7 MILES EAST OF NEW MIDDLETOWN, 6
 HZ2264'MILES SOUTHEAST OF LANESVILLE, 4-1/2 MILES NORTHEAST OF
 HZ2264'ELIZABETHTOWN, ON THE HIGHEST POINT OF A TIMBER COVERED HILL
 HZ2264'AND ON PROPERTY OWNED BY MR. MACK V. PHILLIPS, WHO LIVES AT 100
 HZ2264'W MAPLEWOOD DRIVE, CLARKSVILLE, INDIANA.
 HZ2264'
 HZ2264'THE STATION MARK IS A STANDARD DISK, STAMPED WILLIAMS RM A
 HZ2264'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 HZ2264'PROJECTS 3-INCHES.  IT IS 81.0 FEET WEST OF A METAL WITNESS
 HZ2264'POST WITH SIGN ATTACHED, 37.9 FEET NORTH OF A 10-INCH TRIANGLE
 HZ2264'BLAZED MAPLE TREE AND 32 FEET SOUTH OF A 6-INCH TRIANGLE BLAZED
 HZ2264'TREE.
 HZ2264'
 HZ2264'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0673 ***********************************************************************
 JA0673  DESIGNATION -  WILLOW
 JA0673  PID         -  JA0673
 JA0673  STATE/COUNTY-  IN/MARTIN
 JA0673  COUNTRY     -  US
 JA0673  USGS QUAD   -  HURON (2019)
 JA0673
 JA0673                         *CURRENT SURVEY CONTROL
 JA0673  ______________________________________________________________________
 JA0673* NAD 83(1997) POSITION- 38 41 39.24932(N) 086 43 36.84000(W)   ADJUSTED
 JA0673* NAVD 88 ORTHO HEIGHT -   237.926 (meters)      780.60  (feet) ADJUSTED
 JA0673  ______________________________________________________________________
 JA0673  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA0673  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 JA0673  DYNAMIC HEIGHT  -        237.775 (meters)      780.10  (feet) COMP
 JA0673  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 JA0673
 JA0673  HORZ ORDER      -  SECOND
 JA0673  VERT ORDER      -  FIRST     CLASS II
 JA0673
 JA0673.The horizontal coordinates were established by classical geodetic methods
 JA0673.and adjusted by the National Geodetic Survey in May 1999.
 JA0673
 JA0673.The orthometric height was determined by differential leveling and
 JA0673.adjusted by the NATIONAL GEODETIC SURVEY
 JA0673.in June 1991.
 JA0673
 JA0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0673.GEOID18 height accuracy estimate available here.
 JA0673
 JA0673.Click photographs - Photos may exist for this station.
 JA0673
 JA0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA0673
 JA0673.The dynamic height is computed by dividing the NAVD 88
 JA0673.geopotential number by the normal gravity value computed on the
 JA0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0673.degrees latitude (g = 980.6199 gals.).
 JA0673
 JA0673.The modeled gravity was interpolated from observed gravity values.
 JA0673
 JA0673. The following values were computed from the NAD 83(1997) position.
 JA0673
 JA0673;                    North         East     Units Scale Factor Converg.
 JA0673;SPC IN W     -   382,614.066   931,007.998   MT  0.99997850   +0 13 22.2
 JA0673;SPC IN W     - 1,255,292.98  3,054,482.07   sFT  0.99997850   +0 13 22.2
 JA0673;UTM  16      - 4,282,881.891   523,749.670   MT  0.99960695   +0 10 14.6
 JA0673
 JA0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0673!SPC IN W     -   0.99996783  x   0.99997850  =   0.99994633
 JA0673!UTM  16      -   0.99996783  x   0.99960695  =   0.99957479
 JA0673
 JA0673:                Primary Azimuth Mark                     Grid Az
 JA0673:SPC IN W     -  WILLOW AZ MK                             223 19 09.8
 JA0673:UTM  16      -  WILLOW AZ MK                             223 22 17.4
 JA0673
 JA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2374982881(NAD 83)
 JA0673
 JA0673|---------------------------------------------------------------------|
 JA0673| PID    Reference Object                     Distance      Geod. Az  |
 JA0673|                                                           dddmmss.s |
 JA0673| JA0674 WILLOW RM 2                          26.088 METERS 02126     |
 JA0673| CG9445 WILLOW AZ MK                                       2233232.0 |
 JA0673| JA0672 WILLOW RM 1                          19.693 METERS 25627     |
 JA0673| JA1916 WILLOW VALLEY LOOKOUT TOWER          11.681 METERS 35930     |
 JA0673|---------------------------------------------------------------------|
 JA0673
 JA0673                          SUPERSEDED SURVEY CONTROL
 JA0673
 JA0673  NAD 83(1986)-  38 41 39.25606(N)    086 43 36.84211(W) AD(       ) 2
 JA0673  NAD 27      -  38 41 39.07000(N)    086 43 36.84900(W) AD(       ) 2
 JA0673  NGVD 29 (??/??/92)  238.056  (m)          781.02   (f) ADJ UNCH    1 2
 JA0673  NGVD 29             238.06   (m)          781.0    (f) LEVELING    3  
 JA0673
 JA0673.Superseded values are not recommended for survey control.
 JA0673
 JA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0673.See file dsdata.pdf to determine how the superseded data were derived.
 JA0673
 JA0673_MARKER: DS = TRIANGULATION STATION DISK
 JA0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0673_STAMPING: WILLOW 1946
 JA0673_MARK LOGO: CGS
 JA0673_PROJECTION: FLUSH
 JA0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0673+STABILITY: SURFACE MOTION
 JA0673
 JA0673  HISTORY     - Date     Condition        Report By
 JA0673  HISTORY     - 1946     MONUMENTED       CGS
 JA0673  HISTORY     - 1965     GOOD             CGS
 JA0673  HISTORY     - 1965     GOOD             CGS
 JA0673  HISTORY     - 20130214 GOOD             GEOCAC
 JA0673
 JA0673                          STATION DESCRIPTION
 JA0673
 JA0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA0673'THE STATION IS LOCATED AT THE SITE OF THE WILLOW VALLEY LOOKOUT TOWER,
 JA0673'ABOUT 0.1 MILE NORTH OF U S HIGHWAY 50, 29 FEET SOUTHWEST OF THE
 JA0673'SOUTHEAST LEG OF THE LOOKOUT TOWER, AND 14 FEET SOUTH OF A FOREST
 JA0673'SERVICE BULLETIN BOARD.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA0673'DISK IS STAMPED WILLOW 1946.
 JA0673'
 JA0673'REFERENCE MARK NO 1 IS 64.61 FEET WEST OF THE STATION 68 FEET
 JA0673'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 8 FEET WEST
 JA0673'OF THE CENTERLINE OF A DIM TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND
 JA0673'THE DISK IS STAMPED WILLOW NO 1 1946.
 JA0673'
 JA0673'REFERENCE MARK NO 2 IS 85.59 FEET NORTHEAST OF THE STATION AND 38 FEET
 JA0673'NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 4
 JA0673'INCHES AND THE DISK IS STAMPED WILLOW NO 2 1946.
 JA0673'
 JA0673'THE AZIMUTH MARK IS ABOUT 1.25 MILES SOUTHWEST OF THE STATION, 17 FEET
 JA0673'WEST OF THE CENTERLINE OF HIGHWAY 50, 1.5 FEET NORTH OF A WITNESS
 JA0673'POST, 1 FOOT WEST OF A GUARD RAIL, AND IS ON THE WEST EDGE OF THE
 JA0673'HIGHWAY FILL.  THE MARK PROJECTS 13 INCHES AND THE DISK IS STAMPED
 JA0673'WILLOW 1946.
 JA0673'
 JA0673'THE WILLOW VALLEY LOOKOUT TOWER IS 38.32 FEET NORTH OF THE STATION.
 JA0673'THE MEASUREMENT WAS MADE TO A POINT FORMED BY THE INTERSECTION OF THE
 JA0673'DIAGONALS OF OPPOSITE LEGS.  THE DIRECTION WAS OBSERVED ON THE
 JA0673'FLAGPOLE ON TOP OF THE LOOKOUT TOWER.
 JA0673'
 JA0673'TO REACH THE STATION FROM SHOALS, GO NORTHEAST ON U S HIGHWAY 50 FOR
 JA0673'2.8 MILES, THE AZIMUTH MARK IS LOCATED HERE ON THE LEFT, CONTINUE
 JA0673'NORTHEAST ON HIGHWAY 50 FOR 1.5 MILES TO THE ENTRANCE OF THE MARTIN
 JA0673'COUNTY STATE FOREST ON THE LEFT, GO LEFT AND FOLLOW SIGNS FIRE TOWER
 JA0673'FOR 0.1 MILE TO A PARKING LOT, PASS THROUGH NORTH EDGE OF PARKING LOT
 JA0673'AND FOLLOW DIM TRACK ROAD ABOUT 0.1 MILE TO THE TOP OF THE HILL AND
 JA0673'THE STATION.
 JA0673'
 JA0673'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA0673
 JA0673                          STATION RECOVERY (1965)
 JA0673
 JA0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 JA0673'THE STATION MARK, STAMPED WILLOW 1946, IS ABOUT 3.4 MILES SOUTHWEST
 JA0673'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CROSSING
 JA0673'OF ROAD NUMBER 1036W AT HURON, THENCE 0.2 MILE NORTHEAST ALONG A
 JA0673'GRAVELED ROAD, THENCE 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 50,
 JA0673'THENCE 0.2 MILE NORTH ALONG THE MARTIN STATION FOREST ROAD,
 JA0673'THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD TO THE WILLOW VALLEY
 JA0673'FIRE TOWER, IN SECTION 15, T 3 N, R 3 W, 29 FEET SOUTHWEST OF
 JA0673'THE SOUTHEAST LEG OF THE FIRE TOWER, 30.3 FEET SOUTHEAST OF
 JA0673'THE SOUTHWEST LEG OF THE FIRE TOWER, AND SET IN THE TOP OF A
 JA0673'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0673'
 JA0673'R.M. 1, STAMPED WILLOW NO 1 1946, 64.6 FEET WEST OF THE STATION, 68
 JA0673'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE FIRE TOWER, 10 FEET
 JA0673'NORTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF A 24-INCH
 JA0673'OAK TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JA0673'INCHES.
 JA0673'
 JA0673'R.M. 2, STAMPED WILLOW NO 2 1946, IS 85.6 FEET NORTHEAST OF THE
 JA0673'STATION, 37 FEET NORTHEAST OF THE NORTHEAST LEG OF THE FIRE TOWER, 5
 JA0673'FEET EAST OF A 16-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE
 JA0673'POST PROJECTING 4 INCHES.
 JA0673
 JA0673                          STATION RECOVERY (1965)
 JA0673
 JA0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0673'4.6 MI SW FROM HURON.
 JA0673'ABOUT 3.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0673'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, THENCE 0.2
 JA0673'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTHWEST
 JA0673'ALONG U.S. HIGHWAY 50, THENCE 0.2 MILE NORTH ALONG THE MARTIN
 JA0673'STATE FOREST ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD
 JA0673'TO THE WILLOW VALLEY FIRE TOWER, 29 FEET SOUTHWEST OF THE
 JA0673'SOUTHWEST LEG OF THE FIRE TOWER, 30.3 FEET SOUTHEAST OF THE
 JA0673'SOUTHWEST LEG OF THE FIRE TOWER, AND SET IN THE TOP OF A CONCRETE
 JA0673'POST ABOUT LEVEL WITH THE GROUND.  NOTE-- IN SECTION 15, T 3 N,
 JA0673'R 3 W.
 JA0673
 JA0673                          STATION RECOVERY (2013)
 JA0673
 JA0673'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0673'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2481 ***********************************************************************
 ME2481  DESIGNATION -  WILLOW
 ME2481  PID         -  ME2481
 ME2481  STATE/COUNTY-  IN/PORTER
 ME2481  COUNTRY     -  US
 ME2481  USGS QUAD   -  PORTAGE (2019)
 ME2481
 ME2481                         *CURRENT SURVEY CONTROL
 ME2481  ______________________________________________________________________
 ME2481* NAD 83(1997) POSITION- 41 35 32.18287(N) 087 11 37.98221(W)   ADJUSTED
 ME2481* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 ME2481  ______________________________________________________________________
 ME2481  GEOID HEIGHT    -        -33.652 (meters)                     GEOID18
 ME2481  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 ME2481  HORZ ORDER      -  SECOND
 ME2481
 ME2481.The horizontal coordinates were established by classical geodetic methods
 ME2481.and adjusted by the National Geodetic Survey in May 1999.
 ME2481
 ME2481.The orthometric height was scaled from a topographic map.
 ME2481
 ME2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2481.GEOID18 height accuracy estimate available here.
 ME2481
 ME2481.Click photographs - Photos may exist for this station.
 ME2481
 ME2481.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2481
 ME2481. The following values were computed from the NAD 83(1997) position.
 ME2481
 ME2481;                    North         East     Units Scale Factor Converg.
 ME2481;SPC IN W     -   704,339.533   890,782.868   MT  0.99996771   -0 04 24.2
 ME2481;SPC IN W     - 2,310,820.62  2,922,510.13   sFT  0.99996771   -0 04 24.2
 ME2481;UTM  16      - 4,604,526.527   483,840.896   MT  0.99960321   -0 07 43.3
 ME2481
 ME2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2481!SPC IN W     -   0.99997549  x   0.99996771  =   0.99994320
 ME2481!UTM  16      -   0.99997549  x   0.99960321  =   0.99957871
 ME2481
 ME2481:                Primary Azimuth Mark                     Grid Az
 ME2481:SPC IN W     -  DUNE                                     323 25 07.7
 ME2481:UTM  16      -  DUNE                                     323 28 26.8
 ME2481
 ME2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8384004526(NAD 83)
 ME2481
 ME2481|---------------------------------------------------------------------|
 ME2481| PID    Reference Object                     Distance      Geod. Az  |
 ME2481|                                                           dddmmss.s |
 ME2481| ME2482 WILLOW AZ MK                        APPROX. 0.8 KM 0544804.2 |
 ME2481| CM3988 WILLOW RM 1                          25.938 METERS 06917     |
 ME2481| CM3989 WILLOW RM 2                          23.992 METERS 16754     |
 ME2481| CM3990 WILLOW RM 3                          16.298 METERS 18130     |
 ME2481| CM3991 WILLOW RM 4                          34.939 METERS 24002     |
 ME2481| ME2476 DUNE                                APPROX. 3.6 KM 3232043.5 |
 ME2481|---------------------------------------------------------------------|
 ME2481
 ME2481                          SUPERSEDED SURVEY CONTROL
 ME2481
 ME2481  NAD 83(1994)-  41 35 32.18872(N)    087 11 37.98664(W) AD(       ) 2
 ME2481  NAD 83(1986)-  41 35 32.18875(N)    087 11 37.98642(W) AD(       ) 2
 ME2481  NAD 27      -  41 35 32.06060(N)    087 11 37.86440(W) AD(       ) 2
 ME2481
 ME2481.Superseded values are not recommended for survey control.
 ME2481
 ME2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2481.See file dsdata.pdf to determine how the superseded data were derived.
 ME2481
 ME2481_MARKER: DS = TRIANGULATION STATION DISK
 ME2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2481_STAMPING: WILLOW 1952
 ME2481_MARK LOGO: CGS
 ME2481_PROJECTION: PROJECTING 25 CENTIMETERS
 ME2481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2481+STABILITY: SURFACE MOTION
 ME2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2481+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 ME2481
 ME2481  HISTORY     - Date     Condition        Report By
 ME2481  HISTORY     - 1952     MONUMENTED       CGS
 ME2481  HISTORY     - 1960     GOOD             CGS
 ME2481  HISTORY     - 1969     GOOD             BRADY
 ME2481  HISTORY     - 1977     GOOD             BRADY
 ME2481  HISTORY     - 1978     GOOD             NGS
 ME2481  HISTORY     - 1983     GOOD             LOCENG
 ME2481  HISTORY     - 19840321 GOOD             NGS
 ME2481  HISTORY     - 20220712 POOR             IN-127
 ME2481
 ME2481                          STATION DESCRIPTION
 ME2481
 ME2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2481'STATION IS LOCATED ABOUT 7 MILES EAST OF GARY, 5 MILES NORTH-EAST OF
 ME2481'HOBART AND ON HIGHWAY RIGHT OF WAY.  IT IS 51 FEET SOUTH OF THE CENTER
 ME2481'OF U.S. HIGHWAY 20, 24 FEET WEST OF A 18 INCH OAK TREE WITH A TRIANGLE
 ME2481'BLAZE ON THE NORTH SIDE, 47 FEET NORTH OF A FENCE LINE AND 1 FOOT
 ME2481'NORTH-EAST OF A WHITE WITNESS POST.
 ME2481'
 ME2481'REFERENCE MARK NO. 1 IS 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 62
 ME2481'FEET EAST OF A 18 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 ME2481'SIDE AND 8 FEET SOUTH-WEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE
 ME2481'ON THE WEST SIDE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WILLOW NO
 ME2481'1 1952.
 ME2481'
 ME2481'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF A 12 INCH OAK TREE WITH A
 ME2481'TRIANGLE BLAZE ON THE NORTH SIDE AND 16 FEET SOUTH OF A FENCE LINE.
 ME2481'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED WILLOW NO 2
 ME2481'1952.
 ME2481'
 ME2481'AZIMUTH MARK 50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20, 2 FEET
 ME2481'NORTH-WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2481'AND THE DISK IS STAMPED WILLOW 1952.
 ME2481'
 ME2481'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2481'HIGHWAY 51 AT THE EAST SIDE OF GARY, GO EAST ON U.S. HIGHWAY 20 FOR
 ME2481'2.3 MILES TO A RAILROAD OVERPASS CONTINUE EAST ON HIGHWAY FOR 0.1 MILE
 ME2481'TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2481'
 ME2481'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 20
 ME2481'FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE OF HIGHWAY AS DESCRIBED.
 ME2481'
 ME2481'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2481
 ME2481                          STATION RECOVERY (1960)
 ME2481
 ME2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 ME2481'RECOVERED ALL MARKS EXCEPT R.M. NO. 2 WHICH APPREARS TO HAVE BEEN
 ME2481'DESTROYED.  R.M. NO. 1 IS NOW 0.8 FOOT UNDERGROUND IN LAWN.  REFERENCE
 ME2481'MARKS NOS. 3 AND 4 WERE ESTABLISHED.
 ME2481'
 ME2481'ABOUT 2.4 MILES E ALONG NO. 20 U.S. HIGHWAY FROM ITS T-INTERSECTION
 ME2481'WITH NO. 51 INDIANA HWY. WHICH INTERSECTION IS ABOUT 1-1/4 MILES N OF
 ME2481'THE MAIN STREET IN EAST GARY, ABOUT 0.1 MILE E OF HWY. OVERPASS OF
 ME2481'RAILROAD, 53 FEET SSE OF CENTER LINE OF 40-FOOT CONCRETE HWY.
 ME2481'PAVEMENT, 17 FEET ENE OF CENTER LINE OF ASPHALT STREET OF A TRAILER
 ME2481'COURT, STANDARD DISKS STAMPED WILLOW 1952 SET IN CONCRETE, ON SMALL
 ME2481'MOUND OF EARTH THAT RISES ABOUT A FOOT ABOVE GENERAL LEVEL OF THE
 ME2481'GROUND AROUND IT.
 ME2481'
 ME2481'REFERENCE STAMPED WILLOW NO 1 1952, 0.8 FOOT UNDERGROUND, 136.8 FEET W
 ME2481'OF NW CORNER OF BRICK UTILITIES (PUMP) HOUSE, 70.7 FEET SSE OF CENTER
 ME2481'LINE OF HIGHWAY.
 ME2481'
 ME2481'REFERENCE STAMPED WILLOW NO. 3 1960, IS A STANDARD DISK SET IN DRILL
 ME2481'HOLE IN CONCRETE SIDEWALK-CURB, 21 FEET S OF AN E-W CURBLINE, AND 0.4
 ME2481'FOOT W OF THE N-S CURBLINE.
 ME2481'
 ME2481'REFERENCE STAMPED WILLOW NO. 4 1960, PROJECTS 0.2 FOOT, IS 48 FEET SSE
 ME2481'OF HIGHWAY CENTER LINE, 7 FEET LOWER THAN SAME, AND 2.5 FEET ENE OF
 ME2481'CENTER OF POWER POLE.
 ME2481'
 ME2481'AZIMUTH STAMPED WILLOW 1952, PROJECTS 0.2 FOOT, IS 0.5 MILE NE OF
 ME2481'STATION, 51 FEET NNW OF HWY. CENTER LINE, 2.2 FEET LOWER THAN SAME, 35
 ME2481'FEET ENE OF ENTRANCE DRIVEWAY, AND 27 FEET W OF A CREOSOTED POWER
 ME2481'POLE.
 ME2481
 ME2481                          STATION RECOVERY (1969)
 ME2481
 ME2481'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 ME2481'BRADY LAND SURVEYING
 ME2481'
 ME2481'STATION RECOVERED IN GOOD CONDITION.  IT IS 3.6 FEET E OF CONCRETE
 ME2481'CURB IN TRAILER PARK, 26.1 FEET SW OF 20-FOOT HIGH YELLOW STEEL POST,
 ME2481'FENCE LINE AND WITNESS POST ARE GONE.  RM 1 RECOVERED IN GOOD
 ME2481'CONDITION.  RM 2 NOT SEARCHED FOR.  AZIMUTH MARK IN GOOD CONDITION AND
 ME2481'MEASURED GEODIMETER DISTANCE OF 2504.028 FEET.
 ME2481
 ME2481                          STATION RECOVERY (1977)
 ME2481
 ME2481'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME2481'WILLOW 1952 RECOVERED GOOD.  WILLOW 1952 (AZIM) NO GOOD - LEANING.
 ME2481'WILLOW NO 1 1952 NOT SEARCHED FOR.  WILLOW NO 3 1960 RECOVERED GOOD.
 ME2481'WILLOW NO 4 1960 RECOVERED GOOD.  DISTANCE AND DIRECTION FROM NEAREST
 ME2481'TOWN--7 MILES E OF GARY.
 ME2481
 ME2481                          STATION RECOVERY (1978)
 ME2481
 ME2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME2481'STATION MARK, REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD CONDITION.
 ME2481'THE AZIMUTH MARK WAS FOUND UPROOTED AND WAS DESTROYED.  THE DISK WAS
 ME2481'SALVAGED.  THERE WAS NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK.
 ME2481'
 ME2481'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  REFERENCE
 ME2481'MARK WAS SEARCHED FOR BUT NOT FOUND.  THE TRAILER PARK MANAGER DID NOT
 ME2481'WANT THE GRASS DISTRUBED.
 ME2481'
 ME2481'THE PREVIOUS DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER THE
 ME2481'STATION.  THE NAME OF THE TRAILER PARK IS EAST TOWN PARK.
 ME2481'
 ME2481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 ME2481'GARY.
 ME2481'
 ME2481'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2481
 ME2481                          STATION RECOVERY (1983)
 ME2481
 ME2481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (ARS)
 ME2481'WILLOW 1952 STATION FOUND IN GOOD CONDITION PROJECTING 4 INCHES - IN
 ME2481'THE NE QUADRANT OF 3RD AVE AND NORTH BLVD. IN A TRAILER COURT - 31
 ME2481'FEET S. OF S. EDGE PVMT. OF HWY. 20 AND 3 FEET E. OF E. CUPE OF 3RD
 ME2481'AVE.
 ME2481'
 ME2481'AZ MK FOUND BROKEN AND UPROOTED.
 ME2481'
 ME2481'RM 1 - FOUND BURIED 10 INCHES - 47 FEET S. OF S. EDGE PVMT. HWY 20.
 ME2481'6.7 FEET SW OF 36 INCH OAK.  47.2 FEET SE OF A PWR. POLE.  AND 37.4
 ME2481'FEET NE OF A PWR. POLE.
 ME2481'
 ME2481'RM 2 - NOT FOUND WITH 4 FOOT PROBE - FALLS ON EDGE OF A PAVED ROADWAY.
 ME2481'NO AZIMUTH MARK OR INTERSECTION STATIONS VISIBLE FROM GROUND.
 ME2481'
 ME2481'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. N. OF PORTAGE.
 ME2481
 ME2481                          STATION RECOVERY (1984)
 ME2481
 ME2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME2481'THE STATION MARK, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN GOOD
 ME2481'CONDITION.  THE AZIMUTH MARK WAS RECOVERED LAYING ON ITS SIDE AND THE
 ME2481'TOP WITH DISK IN IT BROKEN OFF.  NO NEW AZIMUTH MARK WAS ESTABLISHED.
 ME2481'THE DIRECTION FROM REFERENCE MARK 4 TO REFERENCE MARK 1 CHECKED THE
 ME2481'OLD DATA.  THE DIRECTION FROM REFERENCE MARK 4 TO REFERENCE MARK 3 WAS
 ME2481'FOUND TO BE SMALLER BY 02 MINUTES 46.88 SECONDS.  THE DISTANCE TO
 ME2481'REFERENCE MARK 1 COMPARED WITH THE 1969 DATA.  THE DISTANCE TO
 ME2481'REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.014 METER (0.046 FT) AND
 ME2481'THE DISTANCE TO REFERENCE MARK 4 WAS SHORTER BY 0.03 FT.  (0.91 CM)
 ME2481'THE TO REACH DESCRIPTION FOR THIS STATION IS STILL ADEQUATE.
 ME2481'
 ME2481'THE STATION IS A STANDARD NGS DISK STAMPED,---WILLOW 1952---, SET INTO
 ME2481'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 ME2481'PROJECTING, 4 INCHES (12 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 ME2481'16.154 METERS (52.999 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.S
 ME2481'HIGHWAY 20, 3.048 METERS (10.000 FT) NORTH FROM THE EXTENDED
 ME2481'CENTERLINE OF N BOULEVARD, 4.572 METERS (15.000 FT) EAST FROM THE
 ME2481'EXTENDED CENTERLINE OF 3RD AVE, 7.010 METERS (22.999 FT) WEST FROM THE
 ME2481'36 INCH OAK TREE AND 6.401 METERS (21.001 FT) EAST FROM A UTILITY
 ME2481'POLE.
 ME2481'
 ME2481'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED
 ME2481'---WILLOW NO 1 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2481'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 8 INCHES (24 CM)
 ME2481'BELOW THE GROUND.  THE STATION IS LOCATED 41.697 METERS (136.801 FT)
 ME2481'WEST FROM THE NORTHWEST CORNER OF A BRICK UTILITIES (PUMP) HOUSE,
 ME2481'21.549 METERS (70.699 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 ME2481'HIGHWAY 20, 29.444 METERS (96.601 FT) NORTH FROM THE CENTELINE OF
 ME2481'NORTH BOULEVARD AND 2.042 METERS (6.699 FT) SOUTHWEST FROM A 36 INCH
 ME2481'OAK TREE, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.
 ME2481'
 ME2481'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME2481'---WILLOW 1952 NO 3 1960---, CEMENTED IN A DRILL HOLE IN THE EAST EDGE
 ME2481'OF SIDEWALK ALONG WEST SIDE OF 3RD AVE.  THE STATION IS LOCATED 6.400
 ME2481'METERS (20.997 FT) SOUTH FROM AN EAST-WEST CURBLINE OF NORTH BOULEVARD
 ME2481'AND 0.122 METERS (0.400 FT) WEST FROM A NORTH-SOUTH CURBLINE OF 3RD
 ME2481'AVENUE, AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.
 ME2481'
 ME2481'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,
 ME2481'---WILLOW 1952 NO 4 1960---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2481'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 2 INCHES, (6 CM)
 ME2481'BELOW THE GROUND.  THE STATION IS LOCATED 14.630 METERS (47.999 FT)
 ME2481'SOUTH-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 20, AND 0.762 METERS
 ME2481'(2.500 FT) EAST-NORTHEAST FROM A UTILITY POLE, AND 0.3 METERS (1.0 FT)
 ME2481'LOWER THAN THE STATION.
 ME2481
 ME2481                          STATION RECOVERY (2022)
 ME2481
 ME2481'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2481'THE CONCRETE BASE OF MONUMENT WITH DISK LEANS SUBSTANTIALLY EAST.
 ME2481'FOUR-FIVE MINUTE OBSERVATIONS USING TRIMBLE R12I GPS ON DISK RESULTED
 ME2481'IN SPC OF NORTH 2,310,820.9292, EAST 2,922,510.5173, AND ELEVATION OF
 ME2481'626.0929. THE MONUMENT IS 5 INCHES ABOVE GROUND, 48 FEET SOUTHEAST OF
 ME2481'THE CENTER OF US HWY#20, 23.1 FEET EAST-NORTHEAST FROM A UTILITY POLE,
 ME2481'AND 3.5 FEET EAST FROM THE BACK OF A CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1546 ***********************************************************************
 HA1546  DESIGNATION -  WILLOW
 HA1546  PID         -  HA1546
 HA1546  STATE/COUNTY-  IN/WARRICK
 HA1546  COUNTRY     -  US
 HA1546  USGS QUAD   -  YANKEETOWN (2019)
 HA1546
 HA1546                         *CURRENT SURVEY CONTROL
 HA1546  ______________________________________________________________________
 HA1546* NAD 83(1997) POSITION- 37 55 32.07028(N) 087 19 51.30488(W)   ADJUSTED
 HA1546* NAVD 88 ORTHO HEIGHT -   120.    (meters)      394.    (feet) SCALED
 HA1546  ______________________________________________________________________
 HA1546  GEOID HEIGHT    -        -31.076 (meters)                     GEOID18
 HA1546  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 HA1546  HORZ ORDER      -  SECOND
 HA1546
 HA1546.The horizontal coordinates were established by classical geodetic methods
 HA1546.and adjusted by the National Geodetic Survey in May 1999.
 HA1546
 HA1546.The orthometric height was scaled from a topographic map.
 HA1546
 HA1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1546.GEOID18 height accuracy estimate available here.
 HA1546
 HA1546.Click photographs - Photos may exist for this station.
 HA1546
 HA1546.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1546
 HA1546. The following values were computed from the NAD 83(1997) position.
 HA1546
 HA1546;                    North         East     Units Scale Factor Converg.
 HA1546;SPC IN W     -   297,262.357   878,232.778   MT  0.99997250   -0 09 07.8
 HA1546;SPC IN W     -   975,268.25  2,881,335.37   sFT  0.99997250   -0 09 07.8
 HA1546;UTM  16      - 4,197,609.094   470,916.904   MT  0.99961042   -0 12 12.2
 HA1546
 HA1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1546!SPC IN W     -   0.99998606  x   0.99997250  =   0.99995856
 HA1546!UTM  16      -   0.99998606  x   0.99961042  =   0.99959649
 HA1546
 HA1546:                Primary Azimuth Mark                     Grid Az
 HA1546:SPC IN W     -  WILLOW AZ MK                             094 18 42.0
 HA1546:UTM  16      -  WILLOW AZ MK                             094 21 46.4
 HA1546
 HA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7091697609(NAD 83)
 HA1546
 HA1546|---------------------------------------------------------------------|
 HA1546| PID    Reference Object                     Distance      Geod. Az  |
 HA1546|                                                           dddmmss.s |
 HA1546| CG9442 WILLOW AZ MK                                       0940934.2 |
 HA1546| CG9443 WILLOW RM 1                          28.971 METERS 09606     |
 HA1546| CG9444 WILLOW RM 2                          28.210 METERS 18434     |
 HA1546|---------------------------------------------------------------------|
 HA1546
 HA1546                          SUPERSEDED SURVEY CONTROL
 HA1546
 HA1546  NAD 83(1993)-  37 55 32.07318(N)    087 19 51.30558(W) AD(       ) 2
 HA1546  NAD 83(1986)-  37 55 32.07954(N)    087 19 51.30711(W) AD(       ) 2
 HA1546  NAD 27      -  37 55 31.91900(N)    087 19 51.28700(W) AD(       ) 2
 HA1546
 HA1546.Superseded values are not recommended for survey control.
 HA1546
 HA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1546.See file dsdata.pdf to determine how the superseded data were derived.
 HA1546
 HA1546_MARKER: DS = TRIANGULATION STATION DISK
 HA1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1546_STAMPING: WILLOW 1945
 HA1546_MARK LOGO: CGS
 HA1546_PROJECTION: FLUSH
 HA1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1546+STABILITY: SURFACE MOTION
 HA1546
 HA1546  HISTORY     - Date     Condition        Report By
 HA1546  HISTORY     - 1945     MONUMENTED       CGS
 HA1546
 HA1546                          STATION DESCRIPTION
 HA1546
 HA1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1546'STATION IS LOCATED ON THE N SIDE OF STATE HIGHWAY 66, ABOUT 2 MILES
 HA1546'WNW OF YANKEETOWN, AND 4-1/2 MILES E OF NEWBURGH.  IT IS IN THE
 HA1546'WIDE PART OF THE HIGHWAY RIGHT-OF-WAY, 57 FEET N OF THE CENTER OF THE
 HA1546'PAVEMENT, 20.5 FEET S OF THE N RIGHT-OF-WAY FENCE LINE, AND
 HA1546'43.5 FEET NE OF A TELEPHONE POLE.
 HA1546'
 HA1546'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---WILLOW
 HA1546'1945---AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE
 HA1546'STATION DISK IN CONCRETE.
 HA1546'
 HA1546'REFERENCE MARK 1 IS 95.05 FEET E OF THE STATION, 1.5 FEET S OF THE N
 HA1546'RIGHT-OF-WAY FENCE, 50 FEET N OF THE CENTER OF THE PAVEMENT OF THE
 HA1546'HIGHWAY, AND 42 FEET W OF A TELEPHONE POLE LEADING TO A RED BRICK
 HA1546'HOUSE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED---WILLOW NO
 HA1546'1 1945---AND PROJECTS ABOUT 4 INCHES.
 HA1546'
 HA1546'REFERENCE MARK 2 IS 92.55 FEET S OF THE STATION, ON THE S SIDE OF THE
 HA1546'ROAD, 35.5 FEET S OF THE CENTER OF THE PAVEMENT, AND 29 FEET NE OF
 HA1546'A POWER POLE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 HA1546'---WILLOW NO 2 1945---AND PROJECTS ABOUT 4 INCHES.
 HA1546'
 HA1546'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 42.5 FEET S OF
 HA1546'THE CENTER LINE OF THE PAVEMENT OF STATE HIGHWAY 66, 26 FEET W OF A
 HA1546'POWER POLE, AND 3.5 FEET W OF A STANDARD WITNESS POST.  IT IS A
 HA1546'BRONZE AZIMUTH DISK IN CONCRETE, STAMPED---WILLOW 1945---AND PROJECTS
 HA1546'4 INCHES.
 HA1546'
 HA1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 66 IN
 HA1546'THE SMALL TOWN OF YANKEETOWN, GO W ON HIGHWAY 66 FOR 1.45 MILES TO
 HA1546'A T-ROAD LEFT AND SIGN READING DAYVILLE AND THE AZIMUTH MARK ON THE
 HA1546'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE STATION ON THE
 HA1546'RIGHT JUST AFTER PASSING A RED BRICK HOUSE WITH WEEPING WILLOW TREES.
 HA1546'
 HA1546'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0672 ***********************************************************************
 JA0672  DESIGNATION -  WILLOW RM 1
 JA0672  PID         -  JA0672
 JA0672  STATE/COUNTY-  IN/MARTIN
 JA0672  COUNTRY     -  US
 JA0672  USGS QUAD   -  HURON (2019)
 JA0672
 JA0672                         *CURRENT SURVEY CONTROL
 JA0672  ______________________________________________________________________
 JA0672* NAD 83(1986) POSITION- 38 41 39.10   (N) 086 43 37.63   (W)   HD_HELD1
 JA0672* NAVD 88 ORTHO HEIGHT -   237.850 (meters)      780.35  (feet) ADJUSTED
 JA0672  ______________________________________________________________________
 JA0672  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA0672  DYNAMIC HEIGHT  -        237.699 (meters)      779.85  (feet) COMP
 JA0672  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 JA0672
 JA0672  VERT ORDER      -  FIRST     CLASS II
 JA0672
 JA0672.The horizontal coordinates were determined by differentially corrected
 JA0672.hand held GPS observations or other comparable positioning techniques
 JA0672.and have an estimated accuracy of +/- 3 meters.
 JA0672
 JA0672.The orthometric height was determined by differential leveling and
 JA0672.adjusted by the NATIONAL GEODETIC SURVEY
 JA0672.in June 1991.
 JA0672
 JA0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0672.GEOID18 height accuracy estimate available here.
 JA0672
 JA0672.Click photographs - Photos may exist for this station.
 JA0672
 JA0672.The dynamic height is computed by dividing the NAVD 88
 JA0672.geopotential number by the normal gravity value computed on the
 JA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0672.degrees latitude (g = 980.6199 gals.).
 JA0672
 JA0672.The modeled gravity was interpolated from observed gravity values.
 JA0672
 JA0672;                    North         East    Units  Estimated Accuracy
 JA0672;SPC IN W     -   382,609.4     930,988.9     MT  (+/- 3 meters HH1 GPS) 
 JA0672
 JA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2373082877(NAD 83)
 JA0672
 JA0672                          SUPERSEDED SURVEY CONTROL
 JA0672
 JA0672  NGVD 29 (??/??/92)  237.979  (m)          780.77   (f) ADJ UNCH    1 2
 JA0672
 JA0672.Superseded values are not recommended for survey control.
 JA0672
 JA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0672.See file dsdata.pdf to determine how the superseded data were derived.
 JA0672
 JA0672_MARKER: DR = REFERENCE MARK DISK
 JA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0672_STAMPING: WILLOW NO 1 1946
 JA0672_MARK LOGO: CGS
 JA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0672+STABILITY: SURFACE MOTION
 JA0672
 JA0672  HISTORY     - Date     Condition        Report By
 JA0672  HISTORY     - 1946     MONUMENTED       CGS
 JA0672  HISTORY     - 1965     GOOD             CGS
 JA0672  HISTORY     - 20011206 GOOD             INDIV
 JA0672  HISTORY     - 20130214 GOOD             GEOCAC
 JA0672
 JA0672                          STATION DESCRIPTION
 JA0672
 JA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0672'4.6 MI SW FROM HURON.
 JA0672'ABOUT 3.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0672'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, THENCE 0.2
 JA0672'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTHWEST
 JA0672'ALONG U.S. HIGHWAY 50, THENCE 0.2 MILE NORTH ALONG THE MARTIN
 JA0672'STATE FOREST ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD
 JA0672'TO THE WILLOW VALLEY FIRE TOWER, IN SECTION 15, T 3 N, R 3 W,
 JA0672'64.6 FEET WEST OF WILLOW 1946, 68 FEET SOUTHWEST OF THE SOUTHWEST
 JA0672'LEG OF THE FIRE TOWER, 10 FEET NORTHWEST OF THE CENTER LINE OF
 JA0672'THE ROAD, 5 FEET EAST OF A 24-INCH OAK TREE, AND SET IN THE TOP
 JA0672'OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0672
 JA0672                          STATION RECOVERY (2001)
 JA0672
 JA0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KRH)
 JA0672'RECOVERED IN GOOD CONDITION.
 JA0672
 JA0672                          STATION RECOVERY (2013)
 JA0672
 JA0672'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0672'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0674 ***********************************************************************
 JA0674  DESIGNATION -  WILLOW RM 2
 JA0674  PID         -  JA0674
 JA0674  STATE/COUNTY-  IN/MARTIN
 JA0674  COUNTRY     -  US
 JA0674  USGS QUAD   -  HURON (2019)
 JA0674
 JA0674                         *CURRENT SURVEY CONTROL
 JA0674  ______________________________________________________________________
 JA0674* NAD 83(1986) POSITION- 38 41 40.04   (N) 086 43 36.45   (W)   HD_HELD1
 JA0674* NAVD 88 ORTHO HEIGHT -   238.224 (meters)      781.57  (feet) ADJUSTED
 JA0674  ______________________________________________________________________
 JA0674  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA0674  DYNAMIC HEIGHT  -        238.072 (meters)      781.07  (feet) COMP
 JA0674  MODELED GRAVITY -    979,984.4   (mgal)                       NAVD 88
 JA0674
 JA0674  VERT ORDER      -  FIRST     CLASS II
 JA0674
 JA0674.The horizontal coordinates were determined by differentially corrected
 JA0674.hand held GPS observations or other comparable positioning techniques
 JA0674.and have an estimated accuracy of +/- 3 meters.
 JA0674
 JA0674.The orthometric height was determined by differential leveling and
 JA0674.adjusted by the NATIONAL GEODETIC SURVEY
 JA0674.in June 1991.
 JA0674
 JA0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0674.GEOID18 height accuracy estimate available here.
 JA0674
 JA0674.Click photographs - Photos may exist for this station.
 JA0674
 JA0674.The dynamic height is computed by dividing the NAVD 88
 JA0674.geopotential number by the normal gravity value computed on the
 JA0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0674.degrees latitude (g = 980.6199 gals.).
 JA0674
 JA0674.The modeled gravity was interpolated from observed gravity values.
 JA0674
 JA0674;                    North         East    Units  Estimated Accuracy
 JA0674;SPC IN W     -   382,638.5     931,017.3     MT  (+/- 3 meters HH1 GPS) 
 JA0674
 JA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2375982906(NAD 83)
 JA0674
 JA0674                          SUPERSEDED SURVEY CONTROL
 JA0674
 JA0674  NGVD 29 (??/??/92)  238.353  (m)          782.00   (f) ADJ UNCH    1 2
 JA0674
 JA0674.Superseded values are not recommended for survey control.
 JA0674
 JA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0674.See file dsdata.pdf to determine how the superseded data were derived.
 JA0674
 JA0674_MARKER: DR = REFERENCE MARK DISK
 JA0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0674_STAMPING: WILLOW NO 2 1946
 JA0674_MARK LOGO: CGS
 JA0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0674+STABILITY: SURFACE MOTION
 JA0674
 JA0674  HISTORY     - Date     Condition        Report By
 JA0674  HISTORY     - 1946     MONUMENTED       CGS
 JA0674  HISTORY     - 1965     GOOD             CGS
 JA0674  HISTORY     - 20130214 GOOD             GEOCAC
 JA0674
 JA0674                          STATION DESCRIPTION
 JA0674
 JA0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0674'4.6 MI SW FROM HURON.
 JA0674'ABOUT 3.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0674'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, THENCE 0.2
 JA0674'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTHWEST
 JA0674'ALONG U.S. HIGHWAY 50, THENCE 0.2 MILE NORTH ALONG THE MARTIN
 JA0674'STATE FOREST ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD
 JA0674'TO THE WILLOW VALLEY FIRE TOWER, IN SECTION 15, T 3 N, R 3 W,
 JA0674'85.6 FEET NORTHEAST OF WILLOW 1946, 37 FEET NORTHEAST OF THE
 JA0674'NORTHEAST LEG OF THE FIRE TOWER, 5 FEET EAST OF A 16-INCH OAK
 JA0674'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0674
 JA0674                          STATION RECOVERY (2013)
 JA0674
 JA0674'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0674'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1916 ***********************************************************************
 JA1916  DESIGNATION -  WILLOW VALLEY LOOKOUT TOWER
 JA1916  PID         -  JA1916
 JA1916  STATE/COUNTY-  IN/MARTIN
 JA1916  COUNTRY     -  US
 JA1916  USGS QUAD   -  HURON (2019)
 JA1916
 JA1916                         *CURRENT SURVEY CONTROL
 JA1916  ______________________________________________________________________
 JA1916* NAD 83(1997) POSITION- 38 41 39.62811(N) 086 43 36.84421(W)   ADJUSTED
 JA1916  ______________________________________________________________________
 JA1916  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JA1916  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 JA1916  HORZ ORDER      -  THIRD
 JA1916
 JA1916.The horizontal coordinates were established by classical geodetic methods
 JA1916.and adjusted by the National Geodetic Survey in May 1999.
 JA1916
 JA1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1916.GEOID18 height accuracy estimate available here.
 JA1916
 JA1916.Click photographs - Photos may exist for this station.
 JA1916
 JA1916.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1916
 JA1916. The following values were computed from the NAD 83(1997) position.
 JA1916
 JA1916;                    North         East     Units Scale Factor Converg.
 JA1916;SPC IN W     -   382,625.745   931,007.851   MT  0.99997850   +0 13 22.2
 JA1916;SPC IN W     - 1,255,331.30  3,054,481.59   sFT  0.99997850   +0 13 22.2
 JA1916;UTM  16      - 4,282,893.566   523,749.534   MT  0.99960695   +0 10 14.6
 JA1916
 JA1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2374982893(NAD 83)
 JA1916
 JA1916                          SUPERSEDED SURVEY CONTROL
 JA1916
 JA1916  NAD 83(1986)-  38 41 39.63486(N)    086 43 36.84604(W) AD(       ) 3
 JA1916  NAD 27      -  38 41 39.44900(N)    086 43 36.85300(W) AD(       ) 3
 JA1916
 JA1916.Superseded values are not recommended for survey control.
 JA1916
 JA1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1916.See file dsdata.pdf to determine how the superseded data were derived.
 JA1916
 JA1916_MARKER: 57 = LOOKOUT TOWER
 JA1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1916+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 JA1916
 JA1916  HISTORY     - Date     Condition        Report By
 JA1916  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1916  HISTORY     - 20130214 GOOD             GEOCAC
 JA1916
 JA1916                          STATION DESCRIPTION
 JA1916
 JA1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1916'THIS STATION IS THE LOOKOUT TOWER IN THE MARTIN COUNTY STATE FOREST,
 JA1916'ABOUT 4 MILES NORTHEAST
 JA1916'OF SHOALS, AND 0.1 MILE NORTH OF U S HIGHWAY 50.
 JA1916'IN THE TRAVERSE CONNECTING THIS
 JA1916'STATION TO TRIANGULATION STATION
 JA1916'WILLOW, DISTANCE WAS MEASURED TO THE INTERSECTION
 JA1916'OF THE LINES
 JA1916'JOINING THE CENTERS OF THE BASES OF DIAGONALLY OPPOSITE LEGS, AND
 JA1916'DIRECTION WAS
 JA1916'MEASURED TO THE APEX OF THE ROOF.  OTHER MORE DISTANT
 JA1916'DIRECTIONS WERE MEASURED TO THE
 JA1916'APEX OF THE ROOF.  THE CENTER OF THE
 JA1916'BASE AND THE APEX OF THE ROOF ARE APPARENTLY THE
 JA1916'SAME GEODETIC POSITION.
 JA1916'
 JA1916'TO REACH FROM SHOALS, GO NORTHEAST ON U S HIGHWAY ON U S HIGHWAY 50
 JA1916'FOR 4.3 MILES TO THE
 JA1916'ENTRANCE OF MARTIN COUNTY STATE FOREST AND TURN LEFT
 JA1916'INTO THE FOREST, THENCE
 JA1916'NORTHERLY 0.2 MILE TO THE TOP OF HILL AND THE STATION.
 JA1916
 JA1916                          STATION RECOVERY (2013)
 JA1916
 JA1916'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA1916'TOWER FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2291 ***********************************************************************
 JZ2291  DESIGNATION -  WILMER GAS WELL
 JZ2291  PID         -  JZ2291
 JZ2291  STATE/COUNTY-  IN/DECATUR
 JZ2291  COUNTRY     -  US
 JZ2291  USGS QUAD   -  FOREST HILL (2019)
 JZ2291
 JZ2291                         *CURRENT SURVEY CONTROL
 JZ2291  ______________________________________________________________________
 JZ2291* NAD 83(1986) POSITION- 39 18 26.     (N) 085 35 31.     (W)   SCALED
 JZ2291* NAVD 88 ORTHO HEIGHT -   251.066 (meters)      823.71  (feet) ADJUSTED
 JZ2291  ______________________________________________________________________
 JZ2291  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 JZ2291  DYNAMIC HEIGHT  -        250.909 (meters)      823.19  (feet) COMP
 JZ2291  MODELED GRAVITY -    979,998.6   (mgal)                       NAVD 88
 JZ2291
 JZ2291  VERT ORDER      -  SECOND    CLASS 0
 JZ2291
 JZ2291.The horizontal coordinates were scaled from a map and have
 JZ2291.an estimated accuracy of +/- 6 seconds.
 JZ2291
 JZ2291.The orthometric height was determined by differential leveling and
 JZ2291.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2291.in June 1991.
 JZ2291
 JZ2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2291.GEOID18 height accuracy estimate available here.
 JZ2291
 JZ2291.Click photographs - Photos may exist for this station.
 JZ2291
 JZ2291.The dynamic height is computed by dividing the NAVD 88
 JZ2291.geopotential number by the normal gravity value computed on the
 JZ2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2291.degrees latitude (g = 980.6199 gals.).
 JZ2291
 JZ2291.The modeled gravity was interpolated from observed gravity values.
 JZ2291
 JZ2291;                    North         East    Units  Estimated Accuracy
 JZ2291;SPC IN E     -   450,610.      106,450.      MT  (+/- 180 meters Scaled)
 JZ2291
 JZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ213518(NAD 83)
 JZ2291
 JZ2291                          SUPERSEDED SURVEY CONTROL
 JZ2291
 JZ2291  NGVD 29 (??/??/92)  251.185  (m)          824.10   (f) ADJ UNCH    2 0
 JZ2291
 JZ2291.Superseded values are not recommended for survey control.
 JZ2291
 JZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2291.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2291
 JZ2291_MARKER: Z = SEE DESCRIPTION
 JZ2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2291_SP_SET: WELL CASING
 JZ2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2291
 JZ2291  HISTORY     - Date     Condition        Report By
 JZ2291  HISTORY     - 1947     MONUMENTED       CGS
 JZ2291
 JZ2291                          STATION DESCRIPTION
 JZ2291
 JZ2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2291'3.4 MI E FROM BURNEY.
 JZ2291'ABOUT 0.75 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST
 JZ2291'OFFICE AT BURNEY, THENCE ABOUT 2.0 MILES EAST ALONG A BLACK
 JZ2291'TOP ROAD, THENCE ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 46,
 JZ2291'AT THE REAR OF CASPER WILMERS FARM HOUSE, ABOUT 300 FEET NORTH
 JZ2291'OF THE FARM HOUSE IN A LOW VALLEY, THE NATURAL HIGH POINT ON
 JZ2291'SOUTH-SOUTHEAST SIDE OF THE WELL CASING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2277 ***********************************************************************
 ME2277  DESIGNATION -  WILSON
 ME2277  PID         -  ME2277
 ME2277  STATE/COUNTY-  IN/MARSHALL
 ME2277  COUNTRY     -  US
 ME2277  USGS QUAD   -  BREMEN (2019)
 ME2277
 ME2277                         *CURRENT SURVEY CONTROL
 ME2277  ______________________________________________________________________
 ME2277* NAD 83(1997) POSITION- 41 23 56.79917(N) 086 14 18.50374(W)   ADJUSTED
 ME2277* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 ME2277  ______________________________________________________________________
 ME2277  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME2277  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 ME2277  HORZ ORDER      -  THIRD
 ME2277
 ME2277.The horizontal coordinates were established by classical geodetic methods
 ME2277.and adjusted by the National Geodetic Survey in May 1999.
 ME2277
 ME2277.The orthometric height was scaled from a topographic map.
 ME2277
 ME2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2277.GEOID18 height accuracy estimate available here.
 ME2277
 ME2277.Click photographs - Photos may exist for this station.
 ME2277
 ME2277.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2277
 ME2277. The following values were computed from the NAD 83(1997) position.
 ME2277
 ME2277;                    North         East     Units Scale Factor Converg.
 ME2277;SPC IN E     -   683,038.872    52,183.809   MT  0.99999479   -0 22 41.3
 ME2277;SPC IN E     - 2,240,936.70    171,206.38   sFT  0.99999479   -0 22 41.3
 ME2277;UTM  16      - 4,583,343.463   563,657.915   MT  0.99964987   +0 30 13.0
 ME2277
 ME2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2277!SPC IN E     -   0.99996611  x   0.99999479  =   0.99996090
 ME2277!UTM  16      -   0.99996611  x   0.99964987  =   0.99961599
 ME2277
 ME2277:                Primary Azimuth Mark                     Grid Az
 ME2277:SPC IN E     -  WILSON AZ MK                             094 50 59.7
 ME2277:UTM  16      -  WILSON AZ MK                             093 58 05.4
 ME2277
 ME2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6365783343(NAD 83)
 ME2277
 ME2277|---------------------------------------------------------------------|
 ME2277| PID    Reference Object                     Distance      Geod. Az  |
 ME2277|                                                           dddmmss.s |
 ME2277| AH9783 WILSON AZ MK                                       0942818.4 |
 ME2277| CM4000 WILSON RM 1                          25.676 METERS 12603     |
 ME2277| CM4002 WILSON RM 3                          19.732 METERS 19828     |
 ME2277| CM4001 WILSON RM 2                          28.148 METERS 21709     |
 ME2277|---------------------------------------------------------------------|
 ME2277
 ME2277                          SUPERSEDED SURVEY CONTROL
 ME2277
 ME2277  NAD 83(1986)-  41 23 56.80355(N)    086 14 18.51125(W) AD(       ) 3
 ME2277  NAD 27      -  41 23 56.63140(N)    086 14 18.49860(W) AD(       ) 3
 ME2277
 ME2277.Superseded values are not recommended for survey control.
 ME2277
 ME2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2277.See file dsdata.pdf to determine how the superseded data were derived.
 ME2277
 ME2277_MARKER: DS = TRIANGULATION STATION DISK
 ME2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2277_STAMPING: WILSON 1952
 ME2277_MARK LOGO: CGS
 ME2277_PROJECTION: FLUSH
 ME2277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2277+STABILITY: SURFACE MOTION
 ME2277
 ME2277  HISTORY     - Date     Condition        Report By
 ME2277  HISTORY     - 1952     MONUMENTED       CGS
 ME2277  HISTORY     - 1975     GOOD             NGS
 ME2277  HISTORY     - 1984     GOOD             INDNR
 ME2277  HISTORY     - 19840321 GOOD             NGS
 ME2277
 ME2277                          STATION DESCRIPTION
 ME2277
 ME2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2277'STATION IS LOCATED ON THE PROPERTY OF HARLEY WILSON ON THE NORTHWEST
 ME2277'SIDE OF A PAVED ROAD ABOUT 5 MILES NORTHEAST OF PLYMOUTH.  IT IS 37
 ME2277'FEET NORTHWEST OF THE CENTER OF THE ROAD, 30 FEET EAST OF A 24 INCH
 ME2277'OAK TREE AND 19 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 ME2277'FLUSH AND THE DISK IS STAMPED WILSON 1952.
 ME2277'
 ME2277'REFERENCE MARK NO. 1 IS 20 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 ME2277'ROAD AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT 4
 ME2277'INCHES AND THE DISK IS STAMPED WILSON NO 1 1952.
 ME2277'
 ME2277'REFERENCE MARK NO. 2 IS 36 FEET WEST OF A POWER POLE, 17 FEET
 ME2277'SOUTHEAST OF THE CENTER OF THE PAVED ROAD AND 1 FOOT NORTHWEST OF THE
 ME2277'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2277'WILSON NO 2 1952.
 ME2277'
 ME2277'AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 3 FEET
 ME2277'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 ME2277'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED WILSON 1952.
 ME2277'
 ME2277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 31 IN
 ME2277'PLYMOUTH, GO NORTH ON HIGHWAY 31 FOR 0.9 MILE TO A PAVED ROAD RIGHT.
 ME2277'TURN RIGHT ON PAVED ROAD AND GO EAST AND NORTH FOR 2.9 MILES TO A
 ME2277'T-INTERSECTION.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.7 MILES
 ME2277'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 1.3 MILES TO THE
 ME2277'STATION ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE PAVED ROAD FOR
 ME2277'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2277'
 ME2277'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2277
 ME2277                          STATION RECOVERY (1975)
 ME2277
 ME2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2277'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 ME2277'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED BY TELEPHONE
 ME2277'UNDERGROUND CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE
 ME2277'MARK 1 CHECKED THE 1952 DATA.  REFERENCE MARK 3 WAS SET.
 ME2277'
 ME2277'THE STATION IS 36 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 30
 ME2277'FEET EAST OF A 24 INCH OAK TREE AND 1 FOOT EAST OF A METAL WITNESS
 ME2277'POST, AND LOCATED IN A CLUMP OF TREES.  THE MONUMENT IS FLUSH WITH THE
 ME2277'GROUND AND THE DISK IS STAMPED WILSON 1952.
 ME2277'
 ME2277'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 30 AND NORTH
 ME2277'MICHIGAN STREET AT THE NORTH EDGE OF PLYMOUTH, GO EAST ON U.S.
 ME2277'HIGHWAY 30 FOR 1.0 MILE TO PLY GOSHEN TR. ON THE LEFT.  TURN LEFT ON A
 ME2277'PAVED ROAD AND GO NORTH AND EAST FOR 0.9 MILE TO A 4-LANE ROAD.  (U.S.
 ME2277'HIGHWAY 31).  CONTINUE AHEAD CROSSING THE HIGHWAY AND GO 0.9 MILE TO A
 ME2277'T INTERSECTION.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.7 MILE
 ME2277'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.3
 ME2277'MILES TO THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD AS DESCRIBED.
 ME2277'
 ME2277'REFERENCE MARK 1 IS 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5
 ME2277'FEET WEST OF A TELEPHONE UNDERGROUND WARNING SIGN AND 1 FOOT NORTH OF
 ME2277'A FENCELINE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2277'WILSON NO 1 1952.
 ME2277'
 ME2277'REFERENCE MARK 3 IS 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 ME2277'FOOT SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A FENCELINE.
 ME2277'THE MONUMENT IS A 3 FOOT ALUMINUM CAST TYPE AND PROJECTS 3 INCHES.
 ME2277'THE DISK IS STAMPED WILSON 1952 NO 3 1975.
 ME2277'
 ME2277'THE AZIMUTH MARK IS 78 FEET WEST OF A POWERLINE POLE, 17 FEET SOUTH OF
 ME2277'THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WOODEN WITNESS POST AND 1
 ME2277'FOOT NORTH OF A FENCELINE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 ME2277'IS STAMPED WILSON 1952.
 ME2277'
 ME2277'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE PAVED
 ME2277'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD AS
 ME2277'DESCRIBED.
 ME2277'
 ME2277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST OF
 ME2277'PLYMOUTH.
 ME2277
 ME2277                          STATION RECOVERY (1984)
 ME2277
 ME2277'RECOVERY NOTE BY IN DEPT OF NAT RES 1984 (RWW)
 ME2277'WILSON 1952 RECOVERED AS DESCRIBED GOOD CONDITION.
 ME2277'
 ME2277'AZIMUTH MARK - NOT FOUND, VERY BRIEF SEARCH.
 ME2277'
 ME2277'REFERENCE MARKS - NOT SEARCHED FOR.
 ME2277
 ME2277                          STATION RECOVERY (1984)
 ME2277
 ME2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ME2277'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 ME2277'IN GOOD CONDITION.  REFERENCE MARK 2 WAS APARENTLY DESTROYED WHEN ROAD
 ME2277'WAS WIDENED AND A DITCH WAS PUT IN ALONG SOUTH SIDE OF ROAD. THE
 ME2277'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED THE 1952 DATA.  A
 ME2277'NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A TRAVERSE
 ME2277'CONNECTION WAS MADE TO THE AZIMUTH MARK USING ELECTRONIC DISTANCE
 ME2277'MEASURING EQUIPMENT.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 ME2277'
 ME2277'THE STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) NORTHEAST OF PLYMOUTH
 ME2277'ALONG THE NORTH SIDE OF PLY-GOSHEN TRAIL AND ON PROPERTY OF MR HARLEY
 ME2277'WILSON WHOS FARM IS JUST WEST OF STATION ON SOUTH SIDE OF PLY-GOSHEN
 ME2277'TRAIL.  NO ONE WAS HOME AT THE TIME OF THIS VISIT.
 ME2277'
 ME2277'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 30 AND 31, JUST
 ME2277'EAST OF PLYMOUTH, GO NORTH ON HIGHWAY 31 FOR 1.3 MILES (2.1 KM) TO A
 ME2277'CROSSROAD, PLY-GOSHEN TRAIL.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR
 ME2277'0.95 MILE (1.53 KM) TO A T-INTERSECTION, N KING ROAD.  TURN LEFT AND
 ME2277'GO NORTH ON A PAVED ROAD FOR 1.7 MILES (2.7 KM) TO A SIDE ROAD RIGHT,
 ME2277'PLY-GOSHEN TRAIL AGAIN.  TURN RIGHT AND GO EAST ON PLY-GOSHEN TRAIL
 ME2277'FOR 1.3 MILES (2.1 KM) TO A CURVE IN ROAD AND THE STATION IN THE
 ME2277'NORTHEAST SECTION OF CURVE IN A SMALL GROUP OF LARGE OAK TREES AS
 ME2277'DESCRIBED.
 ME2277'
 ME2277'THE STATION IS A STANDARD NGS DISK STAMPED,---WILSON 1952---, SET INTO
 ME2277'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER,
 ME2277'FLSUH, WITH GROUND.  THE STATION IS LOCATED 9.144 METERS (30.000 FT)
 ME2277'EAST FROM A 36 INCH OAK TREE, 11.704 METERS (38.399 FT) NORTH FROM THE
 ME2277'CENTERLINE OF PLY-GOSHEN TRAIL, 7.315 METERS (23.999 FT)
 ME2277'WEST-SOUTHWEST FROM A 36 INCH OAK TREE AND 0.457 METERS (1.499 FT)
 ME2277'EAST FOM A METAL WITNESS POST.
 ME2277'
 ME2277'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,
 ME2277'---WILSON NO 1 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2277'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 3 INCHES, 6 CM
 ME2277'ABOVE THE GROUND.  THE STATION IS LOCATED 5.913 METERS (19.400 FT)
 ME2277'SOUTH FROM THE CENTERLINE OF PLY-GOSHEN TRIAL, 1.402 METERS (4.600 FT)
 ME2277'WEST-SOUTHWEST FROM A UNDERGROUND CABLE SIGN, 0.305 METERS (1.001 FT)
 ME2277'NORTH FROM A WITNESS POST AND FENCE LINE, AND 0.5 METERS (1.6 FT)
 ME2277'ABOVE THE STATION.
 ME2277'
 ME2277'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,
 ME2277'---WILSON 1952 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 ME2277'MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND.  THE
 ME2277'STATION IS LOCATED 9.876 METERS (32.402 FT) NORTH FROM THE CENTERLINE
 ME2277'OF PLY-GOSHEN TRAIL, 6.767 METERS (22.201 FT) WEST-SOUTHWEST FROM A
 ME2277'METAL WITNESS POST AND 3.048 METERS (10.000 FT) SOUTHEAST FROM A 36
 ME2277'INCH OAK TREE, AND LEVEL WITH THE STATION.
 ME2277'
 ME2277'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED,---WILSON 1952---,
 ME2277'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN
 ME2277'DIAMETER, PROJECTING, 2 INCHES, 6 CM ABOVE THE GROUND.  THE STATION IS
 ME2277'LOCATED 5.182 METERS (17.001 FT) SOUTH FROM THE CENTERLINE OF
 ME2277'PLY-GOSHEN TRAIL, 0.305 METERS (1.001 FT) NORTH FROM A WITNESS POST
 ME2277'AND FENCE LINE, AND 23.774 METERS (77.999 FT) WEST FROM A UTILITY
 ME2277'POLE.
 ME2277'
 ME2277'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON PLY-GOSHEN
 ME2277'TRAIL FOR 0.2 MILE (0.3 KM) TO MARK ON RIGHT AT THE TOP OF SMALL RISE
 ME2277'IN ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2667 ***********************************************************************
 LB2667  DESIGNATION -  WILSON
 LB2667  PID         -  LB2667
 LB2667  STATE/COUNTY-  IN/JASPER
 LB2667  COUNTRY     -  US
 LB2667  USGS QUAD   -  FRANCESVILLE (2019)
 LB2667
 LB2667                         *CURRENT SURVEY CONTROL
 LB2667  ______________________________________________________________________
 LB2667* NAD 83(1997) POSITION- 40 56 02.20353(N) 086 56 25.70947(W)   ADJUSTED
 LB2667* NAVD 88 ORTHO HEIGHT -   209.63  (+/-2cm)      687.8   (feet) VERTCON3
 LB2667  ______________________________________________________________________
 LB2667  GEOID HEIGHT    -        -33.669 (meters)                     GEOID18
 LB2667  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 LB2667  HORZ ORDER      -  SECOND
 LB2667  VERT ORDER      -  THIRD ? (See Below)
 LB2667
 LB2667.The horizontal coordinates were established by classical geodetic methods
 LB2667.and adjusted by the National Geodetic Survey in May 1999.
 LB2667
 LB2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2667
 LB2667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2667.GEOID18 height accuracy estimate available here.
 LB2667
 LB2667.The vertical order pertains to the NGVD 29 superseded value.
 LB2667
 LB2667.Click photographs - Photos may exist for this station.
 LB2667
 LB2667.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2667
 LB2667. The following values were computed from the NAD 83(1997) position.
 LB2667
 LB2667;                    North         East     Units Scale Factor Converg.
 LB2667;SPC IN W     -   631,232.691   912,031.017   MT  0.99996845   +0 05 37.0
 LB2667;SPC IN W     - 2,070,969.25  2,992,221.76   sFT  0.99996845   +0 05 37.0
 LB2667;UTM  16      - 4,531,426.125   505,011.151   MT  0.99960031   +0 02 20.4
 LB2667
 LB2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2667!SPC IN W     -   0.99997240  x   0.99996845  =   0.99994085
 LB2667!UTM  16      -   0.99997240  x   0.99960031  =   0.99957272
 LB2667
 LB2667:                Primary Azimuth Mark                     Grid Az
 LB2667:SPC IN W     -  WILSON AZ MK                             272 22 14.9
 LB2667:UTM  16      -  WILSON AZ MK                             272 25 31.5
 LB2667
 LB2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0501131426(NAD 83)
 LB2667
 LB2667|---------------------------------------------------------------------|
 LB2667| PID    Reference Object                     Distance      Geod. Az  |
 LB2667|                                                           dddmmss.s |
 LB2667| CC9632 WILSON RM 1                          21.571 METERS 00205     |
 LB2667| CC9633 WILSON RM 2                          22.638 METERS 08932     |
 LB2667| CC9631 WILSON AZ MK                                       2722751.9 |
 LB2667|---------------------------------------------------------------------|
 LB2667
 LB2667                          SUPERSEDED SURVEY CONTROL
 LB2667
 LB2667  NAD 83(1986)-  40 56 02.20865(N)    086 56 25.71860(W) AD(       ) 2
 LB2667  NAD 27      -  40 56 02.06540(N)    086 56 25.64980(W) AD(       ) 2
 LB2667  NGVD 29             209.72   (m)          688.1    (f) LEVELING    3  
 LB2667
 LB2667.Superseded values are not recommended for survey control.
 LB2667
 LB2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2667.See file dsdata.pdf to determine how the superseded data were derived.
 LB2667
 LB2667_MARKER: DS = TRIANGULATION STATION DISK
 LB2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2667_STAMPING: WILSON 1947
 LB2667_MARK LOGO: CGS
 LB2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2667+STABILITY: SURFACE MOTION
 LB2667
 LB2667  HISTORY     - Date     Condition        Report By
 LB2667  HISTORY     - 1947     MONUMENTED       CGS
 LB2667  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB2667
 LB2667                          STATION DESCRIPTION
 LB2667
 LB2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2667'THE STATION IS LOCATED 10 MILES EAST OF RENSSELAER, 5 MILES SOUTHWEST
 LB2667'OF FRANCESVILLE AND 5 MILES NORTHWEST OF MONON, ON PROPERTY OWNED BY
 LB2667'JOHN MILLER.  IT IS 37 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2667'114, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LB2667'FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 LB2667'WILSON 1947.
 LB2667'
 LB2667'REFERENCE MARK NO. 1 IS 70.77 FEET NORTH OF THE STATION.  IT IS 35
 LB2667'FEET NORTH OF THE CENTER OF HIGHWAY 114 AND 1 FOOT SOUTH OF A
 LB2667'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2667'WILSON NO 1 1947.
 LB2667'
 LB2667'REFERENCE MARK NO. 2 IS 74.27 FEET EAST OF THE STATION.  IT IS 37
 LB2667'FEET SOUTH OF THE CENTER OF HIGHWAY 114 AND 1 FOOT SOUTH OF A
 LB2667'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WILSON NO 2
 LB2667'1947.
 LB2667'
 LB2667'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 34 FEET
 LB2667'NORTH OF THE CENTER OF HIGHWAY 114, 5 FEET WEST OF A CONCRETE GATE
 LB2667'POST, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LB2667'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2667'WILSON 1947.
 LB2667'
 LB2667'TO REACH THE STATION FROM THE COURTHOUSE IN RENSSELAER, GO EAST ON
 LB2667'STATE HIGHWAY 114 FOR 11.25 MILES TO THE STATION ON THE RIGHT AS
 LB2667'DESCRIBED.
 LB2667'
 LB2667'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2667
 LB2667                          STATION RECOVERY (2012)
 LB2667
 LB2667'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB2667'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0668 ***********************************************************************
 MD0668  DESIGNATION -  WILSON AZ MK 3
 MD0668  PID         -  MD0668
 MD0668  STATE/COUNTY-  IN/WHITLEY
 MD0668  COUNTRY     -  US
 MD0668  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0668
 MD0668                         *CURRENT SURVEY CONTROL
 MD0668  ______________________________________________________________________
 MD0668* NAD 83(1986) POSITION- 41 08 24.     (N) 085 24 18.     (W)   SCALED
 MD0668* NAVD 88 ORTHO HEIGHT -   256.795 (meters)      842.50  (feet) ADJUSTED
 MD0668  ______________________________________________________________________
 MD0668  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 MD0668  DYNAMIC HEIGHT  -        256.698 (meters)      842.18  (feet) COMP
 MD0668  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 MD0668
 MD0668  VERT ORDER      -  FIRST     CLASS I
 MD0668
 MD0668.The horizontal coordinates were scaled from a map and have
 MD0668.an estimated accuracy of +/- 6 seconds.
 MD0668
 MD0668.The orthometric height was determined by differential leveling and
 MD0668.adjusted by the NATIONAL GEODETIC SURVEY
 MD0668.in June 1991.
 MD0668
 MD0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0668.GEOID18 height accuracy estimate available here.
 MD0668
 MD0668.Click photographs - Photos may exist for this station.
 MD0668
 MD0668.The dynamic height is computed by dividing the NAVD 88
 MD0668.geopotential number by the normal gravity value computed on the
 MD0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0668.degrees latitude (g = 980.6199 gals.).
 MD0668
 MD0668.The modeled gravity was interpolated from observed gravity values.
 MD0668
 MD0668;                    North         East    Units  Estimated Accuracy
 MD0668;SPC IN E     -   654,140.      121,970.      MT  (+/- 180 meters Scaled)
 MD0668
 MD0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL338555(NAD 83)
 MD0668
 MD0668                          SUPERSEDED SURVEY CONTROL
 MD0668
 MD0668  NGVD 29 (??/??/92)  256.946  (m)          843.00   (f) ADJ UNCH    1 1
 MD0668
 MD0668.Superseded values are not recommended for survey control.
 MD0668
 MD0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0668.See file dsdata.pdf to determine how the superseded data were derived.
 MD0668
 MD0668_MARKER: DZ = AZIMUTH MARK DISK
 MD0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0668_STAMPING: WILSON 1946 AZ 3 1967
 MD0668_MARK LOGO: CGS
 MD0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0668+STABILITY: SURFACE MOTION
 MD0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0668+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0668
 MD0668  HISTORY     - Date     Condition        Report By
 MD0668  HISTORY     - 1967     MONUMENTED       CGS
 MD0668  HISTORY     - 1968     GOOD             CGS
 MD0668  HISTORY     - 19921008 GOOD             NGS
 MD0668
 MD0668                          STATION DESCRIPTION
 MD0668
 MD0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0668'1.2 MI NW FROM COESSE.
 MD0668'ABOUT 0.75 MILE NORTH ALONG COUNTY ROAD NO. 500 E FROM THE PUBLIC
 MD0668'SCHOOL AT COESSE, THENCE 0.5 MILE WEST ALONG LINCOLN WAY ROAD,
 MD0668'AT THE JUNCTION OF A DRIVEWAY LEADING TO A ONE-STORY CUT STONE
 MD0668'BUILDING, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12 1/2
 MD0668'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, IN SECTION 16,
 MD0668'R 10 E, T 31 N, 14 FEET NORTHEAST OF THE EAST END OF A 12-INCH
 MD0668'PIPE CULVERT UNDER THE DRIVEWAY, 1.4 FEET SOUTHWEST OF A METAL
 MD0668'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 MD0668'INCH ABOVE THE LEVEL OF THE GROUND.
 MD0668
 MD0668                          STATION RECOVERY (1992)
 MD0668
 MD0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0668'8.6 KM (5.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0668'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, THENCE 1.3 KM (0.80 MI)
 MD0668'NORTHERLY ALONG SIMONSON STREET AND COUNTY ROAD 500 E, THENCE 0.9 KM
 MD0668'(0.55 MI) WESTERLY ALONG LINCOLN WAY ROAD, 22.8 M (74.8 FT) SOUTHEAST
 MD0668'OF THE SOUTHEAST CORNER OF A LARGE METAL BUILDING, 13.5 M (44.3 FT)
 MD0668'NORTH OF THE ROAD CENTER, 4.1 M (13.5 FT) NORTHEAST OF THE NORTHEAST
 MD0668'END OF A PIPE CULVERT, 3.8 M (12.5 FT) NORTHWEST OF AN 8-INCH MAPLE
 MD0668'TREE, 3.7 M (12.1 FT) EAST OF AND LEVEL WITH THE CENTER OF A DRIVEWAY
 MD0668'LEADING TO A STONE HOUSE, AND THE MONUMENT IS RECESSED 0.03 M (0.10
 MD0668'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2521 ***********************************************************************
 LB2521  DESIGNATION -  WILSON MILK STK NEAR SHERIDAN
 LB2521  PID         -  LB2521
 LB2521  STATE/COUNTY-  IN/HAMILTON
 LB2521  COUNTRY     -  US
 LB2521  USGS QUAD   -  SHERIDAN (2019)
 LB2521
 LB2521                         *CURRENT SURVEY CONTROL
 LB2521  ______________________________________________________________________
 LB2521* NAD 83(1997) POSITION- 40 07 50.30989(N) 086 13 01.16401(W)   ADJUSTED
 LB2521  ______________________________________________________________________
 LB2521  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 LB2521  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 LB2521  HORZ ORDER      -  THIRD
 LB2521
 LB2521.The horizontal coordinates were established by classical geodetic methods
 LB2521.and adjusted by the National Geodetic Survey in May 1999.
 LB2521
 LB2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2521.GEOID18 height accuracy estimate available here.
 LB2521
 LB2521.Click photographs - Photos may exist for this station.
 LB2521
 LB2521.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2521
 LB2521. The following values were computed from the NAD 83(1997) position.
 LB2521
 LB2521;                    North         East     Units Scale Factor Converg.
 LB2521;SPC IN E     -   542,168.248    53,096.888   MT  0.99999374   -0 21 16.9
 LB2521;SPC IN E     - 1,778,763.66    174,202.04   sFT  0.99999374   -0 21 16.9
 LB2521;SPC IN W     -   542,382.876   973,837.241   MT  1.00003376   +0 33 30.3
 LB2521;SPC IN W     - 1,779,467.82  3,194,997.68   sFT  1.00003376   +0 33 30.3
 LB2521;UTM  16      - 4,442,551.137   566,710.306   MT  0.99965478   +0 30 16.9
 LB2521
 LB2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6671042551(NAD 83)
 LB2521
 LB2521                          SUPERSEDED SURVEY CONTROL
 LB2521
 LB2521  NAD 83(1986)-  40 07 50.31738(N)    086 13 01.17862(W) AD(       ) 3
 LB2521  NAD 27      -  40 07 50.18000(N)    086 13 01.19900(W) AD(       ) 3
 LB2521
 LB2521.Superseded values are not recommended for survey control.
 LB2521
 LB2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2521.See file dsdata.pdf to determine how the superseded data were derived.
 LB2521
 LB2521_MARKER: 63 = STACK
 LB2521
 LB2521  HISTORY     - Date     Condition        Report By
 LB2521  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2521
 LB2521                          STATION DESCRIPTION
 LB2521
 LB2521'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0667 ***********************************************************************
 MD0667  DESIGNATION -  WILSON RM 1
 MD0667  PID         -  MD0667
 MD0667  STATE/COUNTY-  IN/WHITLEY
 MD0667  COUNTRY     -  US
 MD0667  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0667
 MD0667                         *CURRENT SURVEY CONTROL
 MD0667  ______________________________________________________________________
 MD0667* NAD 83(1986) POSITION- 41 08 24.24   (N) 085 23 50.47   (W)   HD_HELD1
 MD0667* NAVD 88 ORTHO HEIGHT -   264.718 (meters)      868.50  (feet) ADJUSTED
 MD0667  ______________________________________________________________________
 MD0667  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 MD0667  DYNAMIC HEIGHT  -        264.618 (meters)      868.17  (feet) COMP
 MD0667  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 MD0667
 MD0667  VERT ORDER      -  FIRST     CLASS I
 MD0667
 MD0667.The horizontal coordinates were determined by differentially corrected
 MD0667.hand held GPS observations or other comparable positioning techniques
 MD0667.and have an estimated accuracy of +/- 3 meters.
 MD0667
 MD0667.The orthometric height was determined by differential leveling and
 MD0667.adjusted by the NATIONAL GEODETIC SURVEY
 MD0667.in June 1991.
 MD0667
 MD0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0667.GEOID18 height accuracy estimate available here.
 MD0667
 MD0667.Click photographs - Photos may exist for this station.
 MD0667
 MD0667.The dynamic height is computed by dividing the NAVD 88
 MD0667.geopotential number by the normal gravity value computed on the
 MD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0667.degrees latitude (g = 980.6199 gals.).
 MD0667
 MD0667.The modeled gravity was interpolated from observed gravity values.
 MD0667
 MD0667;                    North         East    Units  Estimated Accuracy
 MD0667;SPC IN E     -   654,147.8     122,610.0     MT  (+/- 3 meters HH1 GPS) 
 MD0667
 MD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3450155543(NAD 83)
 MD0667
 MD0667                          SUPERSEDED SURVEY CONTROL
 MD0667
 MD0667  NGVD 29 (??/??/92)  264.869  (m)          868.99   (f) ADJ UNCH    1 1
 MD0667
 MD0667.Superseded values are not recommended for survey control.
 MD0667
 MD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0667.See file dsdata.pdf to determine how the superseded data were derived.
 MD0667
 MD0667_MARKER: DR = REFERENCE MARK DISK
 MD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0667_STAMPING: WILSON NO 1 1946
 MD0667_MARK LOGO: CGS
 MD0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0667+STABILITY: SURFACE MOTION
 MD0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0667+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 MD0667
 MD0667  HISTORY     - Date     Condition        Report By
 MD0667  HISTORY     - 1946     MONUMENTED       CGS
 MD0667  HISTORY     - 1968     GOOD             CGS
 MD0667  HISTORY     - 19921008 GOOD             NGS
 MD0667  HISTORY     - 20030221 GOOD             GEOCAC
 MD0667
 MD0667                          STATION DESCRIPTION
 MD0667
 MD0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0667'0.8 MI NW FROM COESSE.
 MD0667'ABOUT 0.75 MILE NORTH ALONG COUNTY ROAD NO. 500 E FROM THE PUBLIC
 MD0667'SCHOOL AT COESSE, THENCE 0.1 MILE WEST ALONG LINCOLN WAY ROAD,
 MD0667'178.3 FEET EAST-NORTHEAST OF THE TRAVERSE STATION COESSE
 MD0667'DESCRIBED, 78.6 FEET EAST OF RM 2, 59 1/2 FEET NORTHWEST OF THE
 MD0667'NORTHWEST CORNER OF A SMALL FRAME BUILDING, 72 1/2 FEET WEST OF
 MD0667'A 10-INCH SQUARE CONCRETE FENCE POST, 1 1/2 FEET SOUTH OF A
 MD0667'FENCE LINE, 12 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 MD0667'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 MD0667'THE GROUND.  SEC 16, T 31 N, R 10 E.
 MD0667
 MD0667                          STATION RECOVERY (1992)
 MD0667
 MD0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0667'8.6 KM (5.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0667'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, THENCE 1.3 KM (0.80 MI)
 MD0667'NORTHERLY ALONG SIMONSON STREET AND COUNTY ROAD 500 E, THENCE 0.2 KM
 MD0667'(0.10 MI) WESTERLY ALONG LINCOLN WAY ROAD, 54.3 M (178.1 FT)
 MD0667'EAST-NORTHEAST OF TRAVERSE STATION COESSE, 49.0 M (160.8 FT) NORTH OF
 MD0667'THE ROAD CENTERLINE, 18.2 M (59.7 FT) NORTHWEST OF THE NORTHWEST
 MD0667'CORNER OF A SMALL BUILDING, 3.7 M (12.1 FT) ABOVE THE LEVEL OF THE
 MD0667'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MD0667'SURFACE.
 MD0667
 MD0667                          STATION RECOVERY (2003)
 MD0667
 MD0667'RECOVERY NOTE BY GEOCACHING 2003
 MD0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0666 ***********************************************************************
 MD0666  DESIGNATION -  WILSON RM 2
 MD0666  PID         -  MD0666
 MD0666  STATE/COUNTY-  IN/WHITLEY
 MD0666  COUNTRY     -  US
 MD0666  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0666
 MD0666                         *CURRENT SURVEY CONTROL
 MD0666  ______________________________________________________________________
 MD0666* NAD 83(1986) POSITION- 41 08 24.22   (N) 085 23 51.49   (W)   HD_HELD1
 MD0666* NAVD 88 ORTHO HEIGHT -   264.102 (meters)      866.47  (feet) ADJUSTED
 MD0666  ______________________________________________________________________
 MD0666  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 MD0666  DYNAMIC HEIGHT  -        264.001 (meters)      866.14  (feet) COMP
 MD0666  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 MD0666
 MD0666  VERT ORDER      -  FIRST     CLASS I
 MD0666
 MD0666.The horizontal coordinates were determined by differentially corrected
 MD0666.hand held GPS observations or other comparable positioning techniques
 MD0666.and have an estimated accuracy of +/- 3 meters.
 MD0666
 MD0666.The orthometric height was determined by differential leveling and
 MD0666.adjusted by the NATIONAL GEODETIC SURVEY
 MD0666.in June 1991.
 MD0666
 MD0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0666.GEOID18 height accuracy estimate available here.
 MD0666
 MD0666.Click photographs - Photos may exist for this station.
 MD0666
 MD0666.The dynamic height is computed by dividing the NAVD 88
 MD0666.geopotential number by the normal gravity value computed on the
 MD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0666.degrees latitude (g = 980.6199 gals.).
 MD0666
 MD0666.The modeled gravity was interpolated from observed gravity values.
 MD0666
 MD0666;                    North         East    Units  Estimated Accuracy
 MD0666;SPC IN E     -   654,147.1     122,586.2     MT  (+/- 3 meters HH1 GPS) 
 MD0666
 MD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3447755542(NAD 83)
 MD0666
 MD0666                          SUPERSEDED SURVEY CONTROL
 MD0666
 MD0666  NGVD 29 (??/??/92)  264.252  (m)          866.97   (f) ADJ UNCH    1 1
 MD0666
 MD0666.Superseded values are not recommended for survey control.
 MD0666
 MD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0666.See file dsdata.pdf to determine how the superseded data were derived.
 MD0666
 MD0666_MARKER: DR = REFERENCE MARK DISK
 MD0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0666_STAMPING: WILSON NO 2 1946
 MD0666_MARK LOGO: CGS
 MD0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0666+STABILITY: SURFACE MOTION
 MD0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0666+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD0666
 MD0666  HISTORY     - Date     Condition        Report By
 MD0666  HISTORY     - 1946     MONUMENTED       CGS
 MD0666  HISTORY     - 1968     GOOD             CGS
 MD0666  HISTORY     - 19921008 GOOD             NGS
 MD0666
 MD0666                          STATION DESCRIPTION
 MD0666
 MD0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0666'0.8 MI NW FROM COESSE.
 MD0666'ABOUT 0.75 MILE SOUTH ALONG COUNTY ROAD 500 E FROM THE PUBLIC
 MD0666'SCHOOL AT COESSE, THENCE 0.1 MILE WEST ALONG LINCOLN WAY ROAD,
 MD0666'117.3 FEET NORTHEAST OF TRAVERSE STATION COESSE DESCRIBED, ALONG
 MD0666'THE NORTH EDGE OF A SMALL PASTURE, 163 FEET NORTH OF THE CENTER
 MD0666'LINE OF THE ROAD, 14 FEET SOUTHWEST OF A 16-INCH ELM TREE, 1 1/2
 MD0666'FEET SOUTH OF A FENCE LINE, 78.6 FEET WEST OF RM 1 DESCRIBED,
 MD0666'10 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 MD0666'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0666'SEC 16, T 31 N, R 10 E.
 MD0666
 MD0666                          STATION RECOVERY (1992)
 MD0666
 MD0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0666'8.6 KM (5.35 MI) EASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0666'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, THENCE 1.3 KM (0.80 MI)
 MD0666'NORTHERLY ALONG SIMONSON STREET AND COUNTY ROAD 500 E, THENCE 0.2 KM
 MD0666'(0.10 MI) WESTERLY ALONG LINCOLN WAY ROAD, 49.7 M (163.1 FT) NORTH OF
 MD0666'THE ROAD CENTER, 35.8 M (117.5 FT) NORTHEAST OF TRAVERSE STATION
 MD0666'COESSE, 4.3 M (14.1 FT) SOUTHWEST OF A 20-INCH MAPLE TREE, 3.7 M
 MD0666'(12.1 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1
 MD0666'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2656 ***********************************************************************
 LB2656  DESIGNATION -  WILTZIN
 LB2656  PID         -  LB2656
 LB2656  STATE/COUNTY-  IN/WHITE
 LB2656  COUNTRY     -  US
 LB2656  USGS QUAD   -  MONON NE (2019)
 LB2656
 LB2656                         *CURRENT SURVEY CONTROL
 LB2656  ______________________________________________________________________
 LB2656* NAD 83(1997) POSITION- 40 54 44.55854(N) 086 47 16.95067(W)   ADJUSTED
 LB2656* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 LB2656  ______________________________________________________________________
 LB2656  GEOID HEIGHT    -        -33.718 (meters)                     GEOID18
 LB2656  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 LB2656  HORZ ORDER      -  SECOND
 LB2656
 LB2656.The horizontal coordinates were established by classical geodetic methods
 LB2656.and adjusted by the National Geodetic Survey in May 1999.
 LB2656
 LB2656.The orthometric height was scaled from a topographic map.
 LB2656
 LB2656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2656.GEOID18 height accuracy estimate available here.
 LB2656
 LB2656.Click photographs - Photos may exist for this station.
 LB2656
 LB2656.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2656
 LB2656. The following values were computed from the NAD 83(1997) position.
 LB2656
 LB2656;                    North         East     Units Scale Factor Converg.
 LB2656;SPC IN W     -   628,869.742   924,876.463   MT  0.99997428   +0 11 36.2
 LB2656;SPC IN W     - 2,063,216.81  3,034,365.53   sFT  0.99997428   +0 11 36.2
 LB2656;UTM  16      - 4,529,051.816   517,849.597   MT  0.99960392   +0 08 19.7
 LB2656
 LB2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2656!SPC IN W     -   0.99997252  x   0.99997428  =   0.99994680
 LB2656!UTM  16      -   0.99997252  x   0.99960392  =   0.99957645
 LB2656
 LB2656:                Primary Azimuth Mark                     Grid Az
 LB2656:SPC IN W     -  WILTZIN AZ MK                            271 36 41.1
 LB2656:UTM  16      -  WILTZIN AZ MK                            271 39 57.6
 LB2656
 LB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1784929051(NAD 83)
 LB2656
 LB2656|---------------------------------------------------------------------|
 LB2656| PID    Reference Object                     Distance      Geod. Az  |
 LB2656|                                                           dddmmss.s |
 LB2656| CC9635 WILTZIN RM 1                         30.864 METERS 05954     |
 LB2656| CC9634 WILTZIN AZ MK                                      2714817.3 |
 LB2656| CC9636 WILTZIN RM 2                         26.045 METERS 30705     |
 LB2656|---------------------------------------------------------------------|
 LB2656
 LB2656                          SUPERSEDED SURVEY CONTROL
 LB2656
 LB2656  NAD 83(1986)-  40 54 44.56338(N)    086 47 16.95957(W) AD(       ) 2
 LB2656  NAD 27      -  40 54 44.41670(N)    086 47 16.91370(W) AD(       ) 2
 LB2656
 LB2656.Superseded values are not recommended for survey control.
 LB2656
 LB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2656.See file dsdata.pdf to determine how the superseded data were derived.
 LB2656
 LB2656_MARKER: DS = TRIANGULATION STATION DISK
 LB2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2656_STAMPING: WILTZIN 1947
 LB2656_MARK LOGO: CGS
 LB2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2656+STABILITY: SURFACE MOTION
 LB2656
 LB2656  HISTORY     - Date     Condition        Report By
 LB2656  HISTORY     - 1947     MONUMENTED       CGS
 LB2656
 LB2656                          STATION DESCRIPTION
 LB2656
 LB2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2656'THE STATION IS LOCATED 7 MILES SOUTHEAST OF FRANCESVILLE, 5 MILES
 LB2656'NORTHEAST OF MONON AND 3 MILES NORTHWEST OF BUFFALO, ON PROPERTY
 LB2656'OWNED BY PHILLIP GUTWEIN.  IT IS 27 FEET SOUTH OF THE CENTER OF A
 LB2656'GRAVEL ROAD, 4.5 WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 LB2656'A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2656'STAMPED WILTZIN 1947.
 LB2656'
 LB2656'REFERENCE MARK NO. 1 IS 101.26 FEET NORTHEAST OF THE STATION.  IT IS
 LB2656'23 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2656'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WILTZIN NO 1
 LB2656'1947.
 LB2656'
 LB2656'REFERENCE MARK NO. 2 IS 82.45 FEET NORTHWEST OF THE STATION.  IT IS
 LB2656'23 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A
 LB2656'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WILTZIN NO
 LB2656'2 1947.
 LB2656'
 LB2656'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 19 FEET
 LB2656'NORTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET EAST OF A WHITE WITNESS
 LB2656'POST AND 1 FOOT SOUTH OF A FENCELINE.
 LB2656'
 LB2656'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WILTZIN 1947.
 LB2656'
 LB2656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 114
 LB2656'WHICH IS 3.8 MILES SOUTH OF FRANCESVILLE, GO SOUTH ON STATE HIGHWAY
 LB2656'43 FOR 1.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 4.9
 LB2656'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2656'
 LB2656'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2371 ***********************************************************************
 ME2371  DESIGNATION -  WINAMAC
 ME2371  PID         -  ME2371
 ME2371  STATE/COUNTY-  IN/PULASKI
 ME2371  COUNTRY     -  US
 ME2371  USGS QUAD   -  WINAMAC (2019)
 ME2371
 ME2371                         *CURRENT SURVEY CONTROL
 ME2371  ______________________________________________________________________
 ME2371* NAD 83(1997) POSITION- 41 02 49.08937(N) 086 36 42.18577(W)   ADJUSTED
 ME2371* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 ME2371  ______________________________________________________________________
 ME2371  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 ME2371  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 ME2371  HORZ ORDER      -  SECOND
 ME2371
 ME2371.The horizontal coordinates were established by classical geodetic methods
 ME2371.and adjusted by the National Geodetic Survey in May 1999.
 ME2371
 ME2371.The orthometric height was scaled from a topographic map.
 ME2371
 ME2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2371.GEOID18 height accuracy estimate available here.
 ME2371
 ME2371.Click photographs - Photos may exist for this station.
 ME2371
 ME2371.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2371
 ME2371. The following values were computed from the NAD 83(1997) position.
 ME2371
 ME2371;                    North         East     Units Scale Factor Converg.
 ME2371;SPC IN W     -   643,881.325   939,649.980   MT  0.99998601   +0 18 34.9
 ME2371;SPC IN W     - 2,112,467.31  3,082,834.98   sFT  0.99998601   +0 18 34.9
 ME2371;UTM  16      - 4,544,043.727   532,631.930   MT  0.99961311   +0 15 17.9
 ME2371
 ME2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2371!SPC IN W     -   0.99996970  x   0.99998601  =   0.99995571
 ME2371!UTM  16      -   0.99996970  x   0.99961311  =   0.99958282
 ME2371
 ME2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3263144043(NAD 83)
 ME2371
 ME2371|---------------------------------------------------------------------|
 ME2371| PID    Reference Object                     Distance      Geod. Az  |
 ME2371|                                                           dddmmss.s |
 ME2371| CM4004 WINAMAC RM 1                         32.318 METERS 23322     |
 ME2371| CM4003 WINAMAC AZ MK                       393.567 METERS 24857     |
 ME2371| CM4005 WINAMAC RM 2                         29.828 METERS 32002     |
 ME2371|---------------------------------------------------------------------|
 ME2371
 ME2371                          SUPERSEDED SURVEY CONTROL
 ME2371
 ME2371  NAD 83(1986)-  41 02 49.09501(N)    086 36 42.19506(W) AD(       ) 2
 ME2371  NAD 27      -  41 02 48.95090(N)    086 36 42.16140(W) AD(       ) 2
 ME2371
 ME2371.Superseded values are not recommended for survey control.
 ME2371
 ME2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2371.See file dsdata.pdf to determine how the superseded data were derived.
 ME2371
 ME2371_MARKER: DS = TRIANGULATION STATION DISK
 ME2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2371_STAMPING: WINAMAC 1948
 ME2371_MARK LOGO: CGS
 ME2371_PROJECTION: FLUSH
 ME2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2371+STABILITY: SURFACE MOTION
 ME2371
 ME2371  HISTORY     - Date     Condition        Report By
 ME2371  HISTORY     - 1948     MONUMENTED       CGS
 ME2371  HISTORY     - 1969     GOOD             CGS
 ME2371
 ME2371                          STATION DESCRIPTION
 ME2371
 ME2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2371'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE OLD SECTION OF CROWN
 ME2371'HILL CEMETRY ON THE WEST EDGE OF WINAMAC.  IT IS 33 FEET NORTH OF
 ME2371'CENTER OF WASHINGTON STREET AND 9 FEET WEST OF A WHITE WITNESS POST.
 ME2371'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WINAMAC
 ME2371'1948.
 ME2371'
 ME2371'REFERENCE MARK NO. 1 IS 106.03 FEET SOUTHWEST OF STATION.  IT IS 47
 ME2371'FEET NORTH OF NORTHEAST CORNER OF A HOUSE AND 29 FEET SOUTH OF CENTER
 ME2371'OF WASHINGTON STREET.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 ME2371'IS STAMPED WINAMAC NO 1 1948.
 ME2371'
 ME2371'REFERENCE MARK NO. 2 IS 97.86 FEET NORTHWEST OF STATION.  IT IS 6 FEET
 ME2371'EAST OF CENTER OF A DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND
 ME2371'THE DISK IS STAMPED WINAMAC NO 2 1948.
 ME2371'
 ME2371'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF STATION.  IT IS 22 FEET SOUTH OF
 ME2371'CENTER OF STATE HIGHWAY 119, 2 FEET EAST OF A WHITE WITNESS POST AND 1
 ME2371'FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2371'IS STAMPED WINAMAC 1948.
 ME2371'
 ME2371'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON WASHINGTON STREET
 ME2371'0.05 MILE TO A PAVED CROSSROAD, TURN LEFT AND GO SOUTH ON PAVED ROAD
 ME2371'FOR 0.1 MILE TO JUNCTION OF STATE HIGHWAY 119, TURN RIGHT AND GO WEST
 ME2371'FOR 0.15 MILE TO AZIMUTH MARK ON LEFT OR SOUTH OF HIGHWAY AS
 ME2371'DESCRIBED.
 ME2371'
 ME2371'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 ME2371
 ME2371                          STATION RECOVERY (1969)
 ME2371
 ME2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2371'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  ALL THE MARKS
 ME2371'WERE FOUND STAMPED WINIMAC INSTEAD OF WINAMAC.  THE DESCRIPTION IS
 ME2371'VERY POOR AND A NEW ONE FOLLOWS.
 ME2371'
 ME2371'CORNER OF THE CROWN HILL CEMETERY, 71 FEET EAST OF THE CENTERLINE OF
 ME2371'THE CEMETERY DRIVE, 31 FEET NORTH OF THE CENTERLINE OF WASHINGTON
 ME2371'STREET, 13 FEET NORTHWEST OF A FENCE CORNER, 9 FEET WEST OF A FENCE,
 ME2371'12 FEET SOUTHEAST OF A TOMBSTONE SHARON KAY JOHNS 1949 1960 AND 36
 ME2371'FEET SOUTHEAST OF A 36 INCH OAK TREE.  THE MONUMENT PROJECTS 2 INCHES
 ME2371'AND THE DISK IS STAMPED WINIMAC 1948.
 ME2371'
 ME2371'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTERLINE OF THE STREET, 26
 ME2371'FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND 48 FEET NORTHEAST OF THE
 ME2371'NORTHWEST CORNER OF A FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 ME2371'IS STAMPED WINIMAC NO 1 1948.
 ME2371'
 ME2371'REFERENCE MARK 2 IS 69 FEET NORTHWEST OF THE OAK TREE, 109 FEET NORTH
 ME2371'OF THE CENTERLINE OF THE STREET, 9 FEET EAST OF THE CENTERLINE OF THE
 ME2371'CEMETERY DRIVE AND 31 FEET SOUTH OF A TOMBSTONE RICHARDS LOUISE ADDIS.
 ME2371'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WINIMAC NO 2 1948.
 ME2371'
 ME2371'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 ME2371'35 FEET EAST OF A POWER POLE, 76 FEET SOUTHEAST OF THE EAST END OF A
 ME2371'STONE RETAINING WALL, 94 FEET SOUTHWEST OF THE INTERSECTION OF THE
 ME2371'ROAD AND A DRIVEWAY NORTH, AND 1 FOOT EAST OF A METAL WITNESS POST.
 ME2371'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WINIMAC 1948.
 ME2371'
 ME2371'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WASHINGTON
 ME2371'STREET FOR 0.05 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO SOUTH ON
 ME2371'THE PAVED ROAD FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND
 ME2371'GO WEST ON THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 ME2371'LEFT.
 ME2371'
 ME2371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WINAMAC
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 CM4003 ***********************************************************************
 CM4003  CBN         -  This is a Cooperative Base Network Control Station.
 CM4003  DESIGNATION -  WINAMAC AZ MK
 CM4003  PID         -  CM4003
 CM4003  STATE/COUNTY-  IN/PULASKI
 CM4003  COUNTRY     -  US
 CM4003  USGS QUAD   -  WINAMAC (2019)
 CM4003
 CM4003                         *CURRENT SURVEY CONTROL
 CM4003  ______________________________________________________________________
 CM4003* NAD 83(2011) POSITION- 41 02 44.51329(N) 086 36 57.92273(W)   ADJUSTED
 CM4003* NAD 83(2011) ELLIP HT-   184.588 (meters)        (06/27/12)   ADJUSTED
 CM4003* NAD 83(2011) EPOCH   -  2010.00
 CM4003* NAVD 88 ORTHO HEIGHT -   218.3   (meters)      716.    (feet) GPS OBS
 CM4003  ______________________________________________________________________
 CM4003  NAVD 88 orthometric height was determined with geoid model    GEOID03
 CM4003  GEOID HEIGHT    -        -33.652 (meters)                     GEOID03
 CM4003  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 CM4003  NAD 83(2011) X  -    284,352.038 (meters)                     COMP
 CM4003  NAD 83(2011) Y  - -4,808,999.807 (meters)                     COMP
 CM4003  NAD 83(2011) Z  -  4,166,373.218 (meters)                     COMP
 CM4003  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 CM4003
 CM4003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CM4003  Standards:
 CM4003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CM4003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CM4003  -------------------------------------------------------------------
 CM4003  NETWORK    0.74   1.35           0.34   0.25   0.69      0.04893837
 CM4003  -------------------------------------------------------------------
 CM4003  Click here for local accuracies and other accuracy information.
 CM4003
 CM4003.The horizontal coordinates were established by GPS observations
 CM4003.and adjusted by the National Geodetic Survey in June 2012.
 CM4003
 CM4003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CM4003.been affixed to the stable North American tectonic plate. See 
 CM4003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CM4003
 CM4003.The horizontal coordinates are valid at the epoch date displayed above
 CM4003.which is a decimal equivalence of Year/Month/Day.
 CM4003
 CM4003.The orthometric height was determined by GPS observations and a
 CM4003.high-resolution geoid model.
 CM4003
 CM4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 CM4003.GEOID18 height accuracy estimate available here.
 CM4003
 CM4003.Click photographs - Photos may exist for this station.
 CM4003
 CM4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM4003
 CM4003.The Laplace correction was computed from DEFLEC18 derived deflections.
 CM4003
 CM4003.The ellipsoidal height was determined by GPS observations
 CM4003.and is referenced to NAD 83.
 CM4003
 CM4003. The following values were computed from the NAD 83(2011) position.
 CM4003
 CM4003;                    North         East     Units Scale Factor Converg.
 CM4003;SPC IN W     -   643,738.186   939,283.221   MT  0.99998565   +0 18 24.6
 CM4003;SPC IN W     - 2,111,997.70  3,081,631.70   sFT  0.99998565   +0 18 24.6
 CM4003;UTM  16      - 4,543,900.992   532,265.172   MT  0.99961281   +0 15 07.6
 CM4003
 CM4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM4003!SPC IN W     -   0.99997105  x   0.99998565  =   0.99995670
 CM4003!UTM  16      -   0.99997105  x   0.99961281  =   0.99958387
 CM4003
 CM4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3226543900(NAD 83)
 CM4003
 CM4003                          SUPERSEDED SURVEY CONTROL
 CM4003
 CM4003  NAD 83(2007)-  41 02 44.51339(N)    086 36 57.92368(W) AD(2002.00) 0
 CM4003  ELLIP H (02/10/07)  184.605  (m)                       GP(2002.00)    
 CM4003  NAD 83(1997)-  41 02 44.51335(N)    086 36 57.92366(W) AD(       ) A
 CM4003  ELLIP H (01/19/05)  184.606  (m)                       GP(       ) 4 1
 CM4003
 CM4003.Superseded values are not recommended for survey control.
 CM4003
 CM4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM4003.See file dsdata.pdf to determine how the superseded data were derived.
 CM4003
 CM4003_MARKER: DZ = AZIMUTH MARK DISK
 CM4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM4003_STAMPING: WINIMAC 1948
 CM4003_MARK LOGO: CGS
 CM4003_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM4003+STABILITY: SURFACE MOTION
 CM4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM4003+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 CM4003
 CM4003  HISTORY     - Date     Condition        Report By
 CM4003  HISTORY     - 1948     MONUMENTED       CGS
 CM4003  HISTORY     - 20030612 GOOD             ABSHER
 CM4003
 CM4003                          STATION DESCRIPTION
 CM4003
 CM4003'DESCRIBED BY ABSHER SURVEYING 2003 (DA)
 CM4003'THE STATION IS LOCATED IN THE SOUTHWEST PART OF WINAMAC, ON THE SOUTH
 CM4003'SIDE OF COUNTY  ROAD 60, DIRECTLY ACROSS ROAD FROM THE PLEASANT VIEW
 CM4003'REST HOME.
 CM4003'
 CM4003'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 50 WEST AND
 CM4003'60 SOUTH  (SOUTH STREET) IN WINAMAC, GO WEST FOR 0.15 MI ON COUNTY
 CM4003'ROAD 60S TO THE STATION ON LEFT,  IN THE COUNTY ROAD RIGHT-OF-WAY.
 CM4003'
 CM4003'THE STATION IS FLUSH WITH GROUND.  LOCATED 34 FT EAST OF A SMALL POWER
 CM4003'POLE WITH SQUARE  TELEPHONE BOX AT ITS EAST BASE AND 9 FT SOUTH OF THE
 CM4003'SOUTH EDGE OF PAVEMENT.  THERE IS A  WITNESS POST ON THE WEST SIDE OF
 CM4003'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2373 ***********************************************************************
 ME2373  DESIGNATION -  WINAMAC CO CTHSE CLOCKTOWER
 ME2373  PID         -  ME2373
 ME2373  STATE/COUNTY-  IN/PULASKI
 ME2373  COUNTRY     -  US
 ME2373  USGS QUAD   -  WINAMAC (2019)
 ME2373
 ME2373                         *CURRENT SURVEY CONTROL
 ME2373  ______________________________________________________________________
 ME2373* NAD 83(1997) POSITION- 41 03 03.08392(N) 086 36 11.78896(W)   ADJUSTED
 ME2373  ______________________________________________________________________
 ME2373  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME2373  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 ME2373  HORZ ORDER      -  THIRD
 ME2373
 ME2373.The horizontal coordinates were established by classical geodetic methods
 ME2373.and adjusted by the National Geodetic Survey in May 1999.
 ME2373
 ME2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2373.GEOID18 height accuracy estimate available here.
 ME2373
 ME2373.Click photographs - Photos may exist for this station.
 ME2373
 ME2373.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2373
 ME2373. The following values were computed from the NAD 83(1997) position.
 ME2373
 ME2373;                    North         East     Units Scale Factor Converg.
 ME2373;SPC IN W     -   644,316.896   940,357.480   MT  0.99998670   +0 18 55.0
 ME2373;SPC IN W     - 2,113,896.35  3,085,156.17   sFT  0.99998670   +0 18 55.0
 ME2373;UTM  16      - 4,544,478.460   533,339.582   MT  0.99961368   +0 15 38.0
 ME2373
 ME2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3333944478(NAD 83)
 ME2373
 ME2373                          SUPERSEDED SURVEY CONTROL
 ME2373
 ME2373  NAD 83(1986)-  41 03 03.08964(N)    086 36 11.79821(W) AD(       ) 3
 ME2373  NAD 27      -  41 03 02.94500(N)    086 36 11.76200(W) AD(       ) 3
 ME2373
 ME2373.Superseded values are not recommended for survey control.
 ME2373
 ME2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2373.See file dsdata.pdf to determine how the superseded data were derived.
 ME2373
 ME2373_MARKER: 55 = TOWER
 ME2373
 ME2373  HISTORY     - Date     Condition        Report By
 ME2373  HISTORY     - 1947     FIRST OBSERVED   CGS
 ME2373
 ME2373                          STATION DESCRIPTION
 ME2373
 ME2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2373'THIS IS AN INTERSECTION STATION.
 ME2373'
 ME2373'STATION IS LOCATED IN THE PUBLIC SQUARE IN THE CENTER OF WINAMAC.  IT
 ME2373'IS A FOUR SIDED TOWER
 ME2373'WITH A GREY SLATE ROOF IN THE CENTER OF A LARGE LIME STONE BUILDING
 ME2373'AND ABOUT 120 FEET ABOVE THE GROUND
 ME2373'AND HAS A CLOCK ON ALL FOUR SIDES OF THE TOWER.  THE POINT
 ME2373'OBSERVED ON WAS THE METAL FLAGPOLE AT THE APEX OF
 ME2373'THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DM5397 ***********************************************************************
 DM5397  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5397  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM5397  DESIGNATION -  WINAMAC CORS ARP
 DM5397  CORS_ID     -  INWN
 DM5397  PID         -  DM5397
 DM5397  STATE/COUNTY-  IN/PULASKI
 DM5397  COUNTRY     -  US
 DM5397  USGS QUAD   -  WINAMAC (2019)
 DM5397
 DM5397                         *CURRENT SURVEY CONTROL
 DM5397  ______________________________________________________________________
 DM5397* NAD 83(2011) POSITION- 41 04 45.83513(N) 086 36 15.44476(W)   ADJUSTED
 DM5397* NAD 83(2011) ELLIP HT-   189.198 (meters)        (04/??/25)   ADJUSTED
 DM5397* NAD 83(2011) EPOCH   -  2010.00
 DM5397* NAVD 88 ORTHO HEIGHT -   222.88  (meters)      731.2   (feet) GPS OBS
 DM5397  ______________________________________________________________________
 DM5397  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 DM5397  NAD 83(2011) X  -    285,196.976 (meters)                     COMP
 DM5397  NAD 83(2011) Y  - -4,806,490.402 (meters)                     COMP
 DM5397  NAD 83(2011) Z  -  4,169,198.234 (meters)                     COMP
 DM5397
 DM5397  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5397  Standards:
 DM5397         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5397            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5397  -------------------------------------------------------------------
 DM5397  NETWORK    0.10   0.15           0.05   0.03   0.08     -0.30178200
 DM5397  -------------------------------------------------------------------
 DM5397
 DM5397.The coordinates were established by GPS observations
 DM5397.and adjusted by the National Geodetic Survey in April 2025.
 DM5397
 DM5397.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5397.been affixed to the stable North American Tectonic Plate. 
 DM5397
 DM5397.The coordinates are valid at the epoch date displayed above
 DM5397.which is a decimal equivalence of Year/Month/Day.
 DM5397
 DM5397.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM5397.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM5397.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM5397.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM5397.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM5397.published epoch of 2010.00.
 DM5397
 DM5397.Additional information on MYCS is available at:
 DM5397.https://geodesy.noaa.gov/CORS/index.shtml
 DM5397
 DM5397.The orthometric height was determined by GPS observations and a
 DM5397.high-resolution geoid model using precise GPS observation and
 DM5397.processing techniques.
 DM5397
 DM5397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5397.GEOID18 height accuracy estimate available here.
 DM5397
 DM5397.The PID for the CORS L1 Phase Center is DS2894.
 DM5397
 DM5397.Click photographs - Photos may exist for this station.
 DM5397
 DM5397.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM5397
 DM5397.The ellipsoidal height was determined by GPS observations
 DM5397.and is referenced to NAD 83.
 DM5397
 DM5397. The following values were computed from the NAD 83(2011) position.
 DM5397
 DM5397;                    North         East     Units Scale Factor Converg.
 DM5397;SPC IN W     -   647,486.074   940,254.700   MT  0.99998660   +0 18 53.2
 DM5397;SPC IN W     - 2,124,293.89  3,084,818.96   sFT  0.99998660   +0 18 53.2
 DM5397;UTM  16      - 4,547,646.552   533,239.867   MT  0.99961360   +0 15 36.1
 DM5397
 DM5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5397!SPC IN W     -   0.99997032  x   0.99998660  =   0.99995692
 DM5397!UTM  16      -   0.99997032  x   0.99961360  =   0.99958394
 DM5397
 DM5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3323947646(NAD 83)
 DM5397
 DM5397                          SUPERSEDED SURVEY CONTROL
 DM5397
 DM5397  NAD 83(2011)-  41 04 45.83522(N)    086 36 15.44478(W) AD(2010.00) c
 DM5397  ELLIP H (06/??/19)  189.199  (m)                       GP(2010.00) c c
 DM5397  NAD 83(2011)-  41 04 45.83528(N)    086 36 15.44474(W) AD(2010.00) c
 DM5397  ELLIP H (08/??/11)  189.191  (m)                       GP(2010.00) c c
 DM5397  NAD 83(CORS)-  41 04 45.83563(N)    086 36 15.44571(W) AD(2002.00) c
 DM5397  ELLIP H (02/??/11)  189.172  (m)                       GP(2002.00) c c
 DM5397
 DM5397.Superseded values are not recommended for survey control.
 DM5397
 DM5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5397.See file dsdata.pdf to determine how the superseded data were derived.
 DM5397
 DM5397_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM5397
 DM5397                          STATION DESCRIPTION
 DM5397
 DM5397'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM5397'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM5397'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM5397'AND LOG FILES ACCESSIBLE AT:
 DM5397'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2369 ***********************************************************************
 ME2369  DESIGNATION -  WINAMAC MUNICIPAL STANDPIPE
 ME2369  PID         -  ME2369
 ME2369  STATE/COUNTY-  IN/PULASKI
 ME2369  COUNTRY     -  US
 ME2369  USGS QUAD   -  WINAMAC (2019)
 ME2369
 ME2369                         *CURRENT SURVEY CONTROL
 ME2369  ______________________________________________________________________
 ME2369* NAD 83(1997) POSITION- 41 03 25.36232(N) 086 36 10.20181(W)   ADJUSTED
 ME2369  ______________________________________________________________________
 ME2369  GEOID HEIGHT    -        -33.689 (meters)                     GEOID18
 ME2369  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 ME2369  HORZ ORDER      -  THIRD
 ME2369
 ME2369.The horizontal coordinates were established by classical geodetic methods
 ME2369.and adjusted by the National Geodetic Survey in May 1999.
 ME2369
 ME2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2369.GEOID18 height accuracy estimate available here.
 ME2369
 ME2369.Click photographs - Photos may exist for this station.
 ME2369
 ME2369.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2369
 ME2369. The following values were computed from the NAD 83(1997) position.
 ME2369
 ME2369;                    North         East     Units Scale Factor Converg.
 ME2369;SPC IN W     -   645,004.338   940,390.759   MT  0.99998674   +0 18 56.2
 ME2369;SPC IN W     - 2,116,151.73  3,085,265.35   sFT  0.99998674   +0 18 56.2
 ME2369;UTM  16      - 4,545,165.613   533,373.505   MT  0.99961371   +0 15 39.1
 ME2369
 ME2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3337345165(NAD 83)
 ME2369
 ME2369                          SUPERSEDED SURVEY CONTROL
 ME2369
 ME2369  NAD 83(1986)-  41 03 25.36813(N)    086 36 10.21113(W) AD(       ) 3
 ME2369  NAD 27      -  41 03 25.22400(N)    086 36 10.17400(W) AD(       ) 3
 ME2369
 ME2369.Superseded values are not recommended for survey control.
 ME2369
 ME2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2369.See file dsdata.pdf to determine how the superseded data were derived.
 ME2369
 ME2369_MARKER: 52 = STANDPIPE TANK
 ME2369
 ME2369  HISTORY     - Date     Condition        Report By
 ME2369  HISTORY     - 1947     FIRST OBSERVED   CGS
 ME2369
 ME2369                          STATION DESCRIPTION
 ME2369
 ME2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2369'THIS IS AN INTERSECTION STATION.
 ME2369'
 ME2369'STATION IS LOCATED IN THE NORTHEAST SECTION OF WINAMAC ABOUT 300 FEET
 ME2369'EAST OF N. RIVERSIDE
 ME2369'AVE. AND BETWEEN E. THIRTEENTH AND E. TWELFTH STREETS (IF EXTENDED).
 ME2369'IT IS A STEEL STANDPIPE ABOUT 12 FEET IN
 ME2369'DIAMETER AND 115 FEET HIGH WITH A METAL FENCE AROUND
 ME2369'THE TOP.  THE LEGEND WINAMAC IS PAINTED IN LARGE
 ME2369'BLACK LETTERS ON THE NORTH AND SOUTH SIDE
 ME2369'OF THE STANDPIPE.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP
 ME2369'OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2344 ***********************************************************************
 LA2344  DESIGNATION -  WINCHESTER CATV MAST
 LA2344  PID         -  LA2344
 LA2344  STATE/COUNTY-  IN/RANDOLPH
 LA2344  COUNTRY     -  US
 LA2344  USGS QUAD   -  WINCHESTER (2019)
 LA2344
 LA2344                         *CURRENT SURVEY CONTROL
 LA2344  ______________________________________________________________________
 LA2344* NAD 83(1997) POSITION- 40 11 01.69119(N) 084 59 31.44947(W)   ADJUSTED
 LA2344  ______________________________________________________________________
 LA2344  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 LA2344  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 LA2344  HORZ ORDER      -  THIRD
 LA2344
 LA2344.The horizontal coordinates were established by classical geodetic methods
 LA2344.and adjusted by the National Geodetic Survey in May 1999.
 LA2344
 LA2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2344.GEOID18 height accuracy estimate available here.
 LA2344
 LA2344.Click photographs - Photos may exist for this station.
 LA2344
 LA2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2344
 LA2344. The following values were computed from the NAD 83(1997) position.
 LA2344
 LA2344;                    North         East     Units Scale Factor Converg.
 LA2344;SPC IN E     -   548,144.022   157,450.029   MT  1.00000728   +0 26 07.0
 LA2344;SPC IN E     - 1,798,369.18    516,567.30   sFT  1.00000728   +0 26 07.0
 LA2344;UTM  16      - 4,450,091.034   670,941.857   MT  0.99995972   +1 17 45.3
 LA2344
 LA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7094150091(NAD 83)
 LA2344
 LA2344                          SUPERSEDED SURVEY CONTROL
 LA2344
 LA2344  NAD 83(1995)-  40 11 01.69099(N)    084 59 31.44718(W) AD(       ) 3
 LA2344  NAD 83(1986)-  40 11 01.69322(N)    084 59 31.45519(W) AD(       ) 3
 LA2344  NAD 27      -  40 11 01.52331(N)    084 59 31.57293(W) AD(       ) 3
 LA2344
 LA2344.Superseded values are not recommended for survey control.
 LA2344
 LA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2344.See file dsdata.pdf to determine how the superseded data were derived.
 LA2344
 LA2344_MARKER: 42 = RADIO/TV MAST
 LA2344
 LA2344  HISTORY     - Date     Condition        Report By
 LA2344  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2344
 LA2344                          STATION DESCRIPTION
 LA2344
 LA2344'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2344'THE TOWER IS ABOUT 1-1/2 MILES NORTHWEST OF DOWNTOWN WINCHESTER AND
 LA2344'APPROXIMATELY 300 FEET NORTHEAST OF JUNCTION STOCKYARD ROAD AND
 LA2344'MARTIN STREET.  IT IS PAINTED RED AND WHITE AND IT IS APPROXIMATELY
 LA2344'300 FEET HIGH.  THE PROPERTY IS OWNED BY GT AND E COMMUNICATION
 LA2344'INCORPORATED AND THE MAST IS IN A FENCED ENCLOSURE.
 LA2344'
 LA2344'THE LIGHT AT TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2339 ***********************************************************************
 LA2339  DESIGNATION -  WINCHESTER GEN GLASS CORP STK
 LA2339  PID         -  LA2339
 LA2339  STATE/COUNTY-  IN/RANDOLPH
 LA2339  COUNTRY     -  US
 LA2339  USGS QUAD   -  WINCHESTER (2019)
 LA2339
 LA2339                         *CURRENT SURVEY CONTROL
 LA2339  ______________________________________________________________________
 LA2339* NAD 83(1997) POSITION- 40 10 27.82692(N) 084 58 16.37229(W)   ADJUSTED
 LA2339  ______________________________________________________________________
 LA2339  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 LA2339  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA2339  HORZ ORDER      -  THIRD
 LA2339
 LA2339.The horizontal coordinates were established by classical geodetic methods
 LA2339.and adjusted by the National Geodetic Survey in May 1999.
 LA2339
 LA2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2339.GEOID18 height accuracy estimate available here.
 LA2339
 LA2339.Click photographs - Photos may exist for this station.
 LA2339
 LA2339.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2339
 LA2339. The following values were computed from the NAD 83(1997) position.
 LA2339
 LA2339;                    North         East     Units Scale Factor Converg.
 LA2339;SPC IN E     -   547,113.240   159,234.257   MT  1.00000984   +0 26 55.2
 LA2339;SPC IN E     - 1,794,987.35    522,421.06   sFT  1.00000984   +0 26 55.2
 LA2339;UTM  16      - 4,449,087.209   672,741.284   MT  0.99996734   +1 18 32.9
 LA2339
 LA2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7274149087(NAD 83)
 LA2339
 LA2339                          SUPERSEDED SURVEY CONTROL
 LA2339
 LA2339  NAD 83(1995)-  40 10 27.82702(N)    084 58 16.37743(W) AD(       ) 3
 LA2339  NAD 83(1986)-  40 10 27.82953(N)    084 58 16.38426(W) AD(       ) 3
 LA2339  NAD 27      -  40 10 27.65700(N)    084 58 16.51400(W) AD(       ) 3
 LA2339
 LA2339.Superseded values are not recommended for survey control.
 LA2339
 LA2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2339.See file dsdata.pdf to determine how the superseded data were derived.
 LA2339
 LA2339_MARKER: 63 = STACK
 LA2339
 LA2339  HISTORY     - Date     Condition        Report By
 LA2339  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2339
 LA2339                          STATION DESCRIPTION
 LA2339
 LA2339'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2340 ***********************************************************************
 LA2340  DESIGNATION -  WINCHESTER GEN GLASS CORP TANK
 LA2340  PID         -  LA2340
 LA2340  STATE/COUNTY-  IN/RANDOLPH
 LA2340  COUNTRY     -  US
 LA2340  USGS QUAD   -  WINCHESTER (2019)
 LA2340
 LA2340                         *CURRENT SURVEY CONTROL
 LA2340  ______________________________________________________________________
 LA2340* NAD 83(1997) POSITION- 40 10 28.43620(N) 084 58 13.40471(W)   ADJUSTED
 LA2340  ______________________________________________________________________
 LA2340  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 LA2340  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LA2340  HORZ ORDER      -  THIRD
 LA2340
 LA2340.The horizontal coordinates were established by classical geodetic methods
 LA2340.and adjusted by the National Geodetic Survey in May 1999.
 LA2340
 LA2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2340.GEOID18 height accuracy estimate available here.
 LA2340
 LA2340.Click photographs - Photos may exist for this station.
 LA2340
 LA2340.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2340
 LA2340. The following values were computed from the NAD 83(1997) position.
 LA2340
 LA2340;                    North         East     Units Scale Factor Converg.
 LA2340;SPC IN E     -   547,132.582   159,304.321   MT  1.00000994   +0 26 57.1
 LA2340;SPC IN E     - 1,795,050.81    522,650.93   sFT  1.00000994   +0 26 57.1
 LA2340;UTM  16      - 4,449,107.601   672,811.047   MT  0.99996764   +1 18 34.8
 LA2340
 LA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7281149107(NAD 83)
 LA2340
 LA2340                          SUPERSEDED SURVEY CONTROL
 LA2340
 LA2340  NAD 83(1995)-  40 10 28.43632(N)    084 58 13.40988(W) AD(       ) 3
 LA2340  NAD 83(1986)-  40 10 28.43884(N)    084 58 13.41662(W) AD(       ) 3
 LA2340  NAD 27      -  40 10 28.26700(N)    084 58 13.54600(W) AD(       ) 3
 LA2340
 LA2340.Superseded values are not recommended for survey control.
 LA2340
 LA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2340.See file dsdata.pdf to determine how the superseded data were derived.
 LA2340
 LA2340_MARKER: 51 = TANK
 LA2340
 LA2340  HISTORY     - Date     Condition        Report By
 LA2340  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2340
 LA2340                          STATION DESCRIPTION
 LA2340
 LA2340'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2343 ***********************************************************************
 LA2343  DESIGNATION -  WINCHESTER MUN WATER TANK
 LA2343  PID         -  LA2343
 LA2343  STATE/COUNTY-  IN/RANDOLPH
 LA2343  COUNTRY     -  US
 LA2343  USGS QUAD   -  WINCHESTER (2019)
 LA2343
 LA2343                         *CURRENT SURVEY CONTROL
 LA2343  ______________________________________________________________________
 LA2343* NAD 83(1997) POSITION- 40 10 31.37356(N) 084 58 45.31253(W)   ADJUSTED
 LA2343  ______________________________________________________________________
 LA2343  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 LA2343  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 LA2343  HORZ ORDER      -  THIRD
 LA2343
 LA2343.The horizontal coordinates were established by classical geodetic methods
 LA2343.and adjusted by the National Geodetic Survey in May 1999.
 LA2343
 LA2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2343.GEOID18 height accuracy estimate available here.
 LA2343
 LA2343.Click photographs - Photos may exist for this station.
 LA2343
 LA2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2343
 LA2343. The following values were computed from the NAD 83(1997) position.
 LA2343
 LA2343;                    North         East     Units Scale Factor Converg.
 LA2343;SPC IN E     -   547,217.299   158,548.697   MT  1.00000885   +0 26 36.5
 LA2343;SPC IN E     - 1,795,328.76    520,171.85   sFT  1.00000885   +0 26 36.5
 LA2343;UTM  16      - 4,449,180.957   672,054.268   MT  0.99996442   +1 18 14.3
 LA2343
 LA2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7205449180(NAD 83)
 LA2343
 LA2343                          SUPERSEDED SURVEY CONTROL
 LA2343
 LA2343  NAD 83(1995)-  40 10 31.37416(N)    084 58 45.31553(W) AD(       ) 3
 LA2343  NAD 83(1986)-  40 10 31.37657(N)    084 58 45.32338(W) AD(       ) 3
 LA2343  NAD 27      -  40 10 31.20599(N)    084 58 45.44745(W) AD(       ) 3
 LA2343
 LA2343.Superseded values are not recommended for survey control.
 LA2343
 LA2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2343.See file dsdata.pdf to determine how the superseded data were derived.
 LA2343
 LA2343_MARKER: 53 = ELEVATED TANK
 LA2343
 LA2343  HISTORY     - Date     Condition        Report By
 LA2343  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2343
 LA2343                          STATION DESCRIPTION
 LA2343
 LA2343'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2343'THE TANK IS NORTHEAST OF DOWNTOWN WINCHESTER JUST NORTH OF THE
 LA2343'RAILROAD TRACKS.  IT IS APPROXIMATELY 200 FEET EAST-SOUTHEAST
 LA2343'OF INTERSECTION OF EAST AND SHORT STREET.  THE TANK IS PAINTED
 LA2343'SILVER AND IT IS APPROXIMATELY 200 FEET HIGH.  THERE ARE 8 LEGS
 LA2343'AND 1 STANDPIPE FOR SUPPORT OF THE STRUCTURE.
 LA2343'
 LA2343'A LIGHT IS AFFIXED TO THE NORTH SIDE OF THE AIR-VENT PIPE WHICH IS
 LA2343'IN THE TOP CENTER OF THE TANK.  THE LIGHT AT TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2342 ***********************************************************************
 LA2342  DESIGNATION -  WINCHESTER RAD STA WIUC FM MST
 LA2342  PID         -  LA2342
 LA2342  STATE/COUNTY-  IN/RANDOLPH
 LA2342  COUNTRY     -  US
 LA2342  USGS QUAD   -  WINCHESTER (2019)
 LA2342
 LA2342                         *CURRENT SURVEY CONTROL
 LA2342  ______________________________________________________________________
 LA2342* NAD 83(1997) POSITION- 40 09 58.37158(N) 084 57 57.61125(W)   ADJUSTED
 LA2342  ______________________________________________________________________
 LA2342  GEOID HEIGHT    -        -33.547 (meters)                     GEOID18
 LA2342  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 LA2342  HORZ ORDER      -  THIRD
 LA2342
 LA2342.The horizontal coordinates were established by classical geodetic methods
 LA2342.and adjusted by the National Geodetic Survey in May 1999.
 LA2342
 LA2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2342.GEOID18 height accuracy estimate available here.
 LA2342
 LA2342.Click photographs - Photos may exist for this station.
 LA2342
 LA2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2342
 LA2342. The following values were computed from the NAD 83(1997) position.
 LA2342
 LA2342;                    North         East     Units Scale Factor Converg.
 LA2342;SPC IN E     -   546,208.231   159,685.302   MT  1.00001050   +0 27 07.0
 LA2342;SPC IN E     - 1,792,018.17    523,900.86   sFT  1.00001050   +0 27 07.0
 LA2342;UTM  16      - 4,448,189.113   673,205.848   MT  0.99996932   +1 18 44.2
 LA2342
 LA2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7320548189(NAD 83)
 LA2342
 LA2342                          SUPERSEDED SURVEY CONTROL
 LA2342
 LA2342  NAD 83(1995)-  40 09 58.37191(N)    084 57 57.61323(W) AD(       ) 3
 LA2342  NAD 83(1986)-  40 09 58.37443(N)    084 57 57.62114(W) AD(       ) 3
 LA2342  NAD 27      -  40 09 58.20247(N)    084 57 57.74279(W) AD(       ) 3
 LA2342
 LA2342.Superseded values are not recommended for survey control.
 LA2342
 LA2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2342.See file dsdata.pdf to determine how the superseded data were derived.
 LA2342
 LA2342_MARKER: 42 = RADIO/TV MAST
 LA2342
 LA2342  HISTORY     - Date     Condition        Report By
 LA2342  HISTORY     - 1969     FIRST OBSERVED   AMS
 LA2342
 LA2342                          STATION DESCRIPTION
 LA2342
 LA2342'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1969 (WOK)
 LA2342'THE TOWER IS LOCATED ON THE SOUTHEAST SIDE OF WINCHESTER, INDIANA
 LA2342'0.4 MILE SOUTH OF JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 LA2342'32.  IT IS APPROXIMATELY 225 FEET HIGH AND PAINTED RED AND WHITE.
 LA2342'THE BROADCASTING HOUSE AND MAST ARE IN THE NORTHEAST ANGLE OF
 LA2342'INTERSECTION OF U.S. HIGHWAY 27 AND GREENVILLE AVENUE.
 LA2342'
 LA2342'THE LIGHT AT TOP OF MAST WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2337 ***********************************************************************
 LA2337  DESIGNATION -  WINCHESTER RANDOLPH CO CTHSE
 LA2337  PID         -  LA2337
 LA2337  STATE/COUNTY-  IN/RANDOLPH
 LA2337  COUNTRY     -  US
 LA2337  USGS QUAD   -  WINCHESTER (2019)
 LA2337
 LA2337                         *CURRENT SURVEY CONTROL
 LA2337  ______________________________________________________________________
 LA2337* NAD 83(1997) POSITION- 40 10 19.42718(N) 084 58 55.01911(W)   ADJUSTED
 LA2337  ______________________________________________________________________
 LA2337  GEOID HEIGHT    -        -33.558 (meters)                     GEOID18
 LA2337  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 LA2337  HORZ ORDER      -  THIRD
 LA2337
 LA2337.The horizontal coordinates were established by classical geodetic methods
 LA2337.and adjusted by the National Geodetic Survey in May 1999.
 LA2337
 LA2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2337.GEOID18 height accuracy estimate available here.
 LA2337
 LA2337.Click photographs - Photos may exist for this station.
 LA2337
 LA2337.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2337
 LA2337. The following values were computed from the NAD 83(1997) position.
 LA2337
 LA2337;                    North         East     Units Scale Factor Converg.
 LA2337;SPC IN E     -   546,847.060   158,321.887   MT  1.00000852   +0 26 30.2
 LA2337;SPC IN E     - 1,794,114.06    519,427.72   sFT  1.00000852   +0 26 30.2
 LA2337;UTM  16      - 4,448,807.370   671,833.054   MT  0.99996349   +1 18 07.7
 LA2337
 LA2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7183348807(NAD 83)
 LA2337
 LA2337                          SUPERSEDED SURVEY CONTROL
 LA2337
 LA2337  NAD 83(1995)-  40 10 19.42712(N)    084 58 55.02393(W) AD(       ) 3
 LA2337  NAD 83(1986)-  40 10 19.42967(N)    084 58 55.03077(W) AD(       ) 3
 LA2337  NAD 27      -  40 10 19.25700(N)    084 58 55.15800(W) AD(       ) 3
 LA2337
 LA2337.Superseded values are not recommended for survey control.
 LA2337
 LA2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2337.See file dsdata.pdf to determine how the superseded data were derived.
 LA2337
 LA2337_MARKER: 89 = SPIRE
 LA2337
 LA2337  HISTORY     - Date     Condition        Report By
 LA2337  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2337
 LA2337                          STATION DESCRIPTION
 LA2337
 LA2337'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2163 ***********************************************************************
 LA2163  DESIGNATION -  WINDFALL
 LA2163  PID         -  LA2163
 LA2163  STATE/COUNTY-  IN/TIPTON
 LA2163  COUNTRY     -  US
 LA2163  USGS QUAD   -  WINDFALL (2019)
 LA2163
 LA2163                         *CURRENT SURVEY CONTROL
 LA2163  ______________________________________________________________________
 LA2163* NAD 83(1997) POSITION- 40 21 41.03397(N) 085 57 18.62671(W)   ADJUSTED
 LA2163* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 LA2163  ______________________________________________________________________
 LA2163  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 LA2163  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 LA2163  HORZ ORDER      -  THIRD
 LA2163
 LA2163.The horizontal coordinates were established by classical geodetic methods
 LA2163.and adjusted by the National Geodetic Survey in May 1999.
 LA2163
 LA2163.The orthometric height was scaled from a topographic map.
 LA2163
 LA2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2163.GEOID18 height accuracy estimate available here.
 LA2163
 LA2163.Click photographs - Photos may exist for this station.
 LA2163
 LA2163.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2163
 LA2163. The following values were computed from the NAD 83(1997) position.
 LA2163
 LA2163;                    North         East     Units Scale Factor Converg.
 LA2163;SPC IN E     -   567,685.241    75,494.411   MT  0.99997406   -0 11 12.6
 LA2163;SPC IN E     - 1,862,480.66    247,684.58   sFT  0.99997406   -0 11 12.6
 LA2163;UTM  16      - 4,468,394.025   588,714.876   MT  0.99969688   +0 40 36.0
 LA2163
 LA2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2163!SPC IN E     -   0.99996400  x   0.99997406  =   0.99993806
 LA2163!UTM  16      -   0.99996400  x   0.99969688  =   0.99966089
 LA2163
 LA2163:                Primary Azimuth Mark                     Grid Az
 LA2163:SPC IN E     -  WINDFALL AZ MK                           169 19 21.3
 LA2163:UTM  16      -  WINDFALL AZ MK                           168 27 32.7
 LA2163
 LA2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8871468394(NAD 83)
 LA2163
 LA2163|---------------------------------------------------------------------|
 LA2163| PID    Reference Object                     Distance      Geod. Az  |
 LA2163|                                                           dddmmss.s |
 LA2163| CC9638 WINDFALL RM 1                        28.088 METERS 10931     |
 LA2163| CC9637 WINDFALL AZ MK                                     1690808.7 |
 LA2163| CC9639 WINDFALL RM 2                        24.772 METERS 18830     |
 LA2163| LA2164 WINDFALL MUNICIPAL TANK             128.223 METERS 28259     |
 LA2163|---------------------------------------------------------------------|
 LA2163
 LA2163                          SUPERSEDED SURVEY CONTROL
 LA2163
 LA2163  NAD 83(1986)-  40 21 41.03787(N)    085 57 18.64082(W) AD(       ) 3
 LA2163  NAD 27      -  40 21 40.90260(N)    085 57 18.69090(W) AD(       ) 3
 LA2163
 LA2163.Superseded values are not recommended for survey control.
 LA2163
 LA2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2163.See file dsdata.pdf to determine how the superseded data were derived.
 LA2163
 LA2163_MARKER: DS = TRIANGULATION STATION DISK
 LA2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2163_STAMPING: WINDFALL 1954
 LA2163_MARK LOGO: CGS
 LA2163_PROJECTION: FLUSH
 LA2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2163+STABILITY: SURFACE MOTION
 LA2163
 LA2163  HISTORY     - Date     Condition        Report By
 LA2163  HISTORY     - 1954     MONUMENTED       CGS
 LA2163
 LA2163                          STATION DESCRIPTION
 LA2163
 LA2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2163'THE STATION IS LOCATED ABOUT 1 BLOCK SOUTHEAST OF THE MAIN BUSINESS
 LA2163'DISTRICT IN WINDFALL, ON THE EAST SIDE OF WASHINGTON STREET AND ON
 LA2163'CITY OWNED PROPERTY.
 LA2163'
 LA2163'IT IS 81 FEET NORTH OF A WHITE WITNESS POST, 42 FEET NORTH OF THE
 LA2163'CENTER OF DRIVEWAY TO CITY PUMP HOUSE AND 31 FEET EAST OF THE CENTER
 LA2163'OF WASHINGTON STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2163'WINDFALL 1954.
 LA2163'
 LA2163'REFERENCE MARK NO. 1 IS 57 FEET NORTHWEST OF THE CENTER OF DOORWAY
 LA2163'INTO PUMP HOUSE AND 12 FEET NORTH OF THE CENTER OF DRIVEWAY.  THE MARK
 LA2163'IS FLUSH AND THE DISK IS STAMPED WINDFALL NO 1 1954.
 LA2163'
 LA2163'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE CENTER OF WASHINGTON
 LA2163'STREET AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LA2163'THE DISK IS STAMPED WINDFALL NO 2 1954.
 LA2163'
 LA2163'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 18
 LA2163'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 3 FEET NORTHWEST OF
 LA2163'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2163'WINDFALL 1954.
 LA2163'
 LA2163'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WASHINGTON
 LA2163'STREET FOR 0.05 MILE, TURN RIGHT FOR 0.05 MILE TO INDEPENDENCE STREET,
 LA2163'TURN LEFT AND GO SOUTH 0.05 MILE ON INDEPENDENCE STREET TO GRAVELED
 LA2163'ROAD LEFT JUST BEFORE CROSSING RAILROAD TRACKS, TURN LEFT AND FOLLOW
 LA2163'GRAVELED ROAD SOUTHEAST ALONG NORTH SIDE OF RAILROAD TRACKS FOR 0.15
 LA2163'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LA2163'
 LA2163'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2164 ***********************************************************************
 LA2164  DESIGNATION -  WINDFALL MUNICIPAL TANK
 LA2164  PID         -  LA2164
 LA2164  STATE/COUNTY-  IN/TIPTON
 LA2164  COUNTRY     -  US
 LA2164  USGS QUAD   -  WINDFALL (2019)
 LA2164
 LA2164                         *CURRENT SURVEY CONTROL
 LA2164  ______________________________________________________________________
 LA2164* NAD 83(1997) POSITION- 40 21 41.96796(N) 085 57 23.92211(W)   ADJUSTED
 LA2164  ______________________________________________________________________
 LA2164  GEOID HEIGHT    -        -34.373 (meters)                     GEOID18
 LA2164  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 LA2164  HORZ ORDER      -  THIRD
 LA2164
 LA2164.The horizontal coordinates were established by classical geodetic methods
 LA2164.and adjusted by the National Geodetic Survey in May 1999.
 LA2164
 LA2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2164.GEOID18 height accuracy estimate available here.
 LA2164
 LA2164.Click photographs - Photos may exist for this station.
 LA2164
 LA2164.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2164
 LA2164. The following values were computed from the NAD 83(1997) position.
 LA2164
 LA2164;                    North         East     Units Scale Factor Converg.
 LA2164;SPC IN E     -   567,714.458    75,369.565   MT  0.99997413   -0 11 16.1
 LA2164;SPC IN E     - 1,862,576.52    247,274.98   sFT  0.99997413   -0 11 16.1
 LA2164;UTM  16      - 4,468,421.349   588,589.638   MT  0.99969661   +0 40 32.6
 LA2164
 LA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8858968421(NAD 83)
 LA2164
 LA2164                          SUPERSEDED SURVEY CONTROL
 LA2164
 LA2164  NAD 83(1986)-  40 21 41.97188(N)    085 57 23.93596(W) AD(       ) 3
 LA2164  NAD 27      -  40 21 41.83700(N)    085 57 23.99400(W) AD(       ) 3
 LA2164
 LA2164.Superseded values are not recommended for survey control.
 LA2164
 LA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2164.See file dsdata.pdf to determine how the superseded data were derived.
 LA2164
 LA2164_MARKER: 53 = ELEVATED TANK
 LA2164
 LA2164  HISTORY     - Date     Condition        Report By
 LA2164  HISTORY     - 1954     FIRST OBSERVED   CGS
 LA2164
 LA2164                          STATION DESCRIPTION
 LA2164
 LA2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LA2164'LOCATED ON THE SOUTH SIDE OF THE MAIN BUSINESS DISTRICT IN
 LA2164'THE NORTHWEST
 LA2164'ANGLE OF COLLEGE AND INDEPENDENCE STREETS AND IN THE BLOCK OCCUPIED
 LA2164'BY THE CITY HALL IN THE TOWN OF
 LA2164'WINDFALL.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125
 LA2164'FEET HIGH PAINTED SILVER WITH BLACK LETTERING
 LA2164'WINDFALL ON THE NORTH AND SOUTH SIDES
 LA2164'OF THE TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 LA2164'TANK ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1012 ***********************************************************************
 MD1012  DESIGNATION -  WINONA 2
 MD1012  PID         -  MD1012
 MD1012  STATE/COUNTY-  IN/KOSCIUSKO
 MD1012  COUNTRY     -  US
 MD1012  USGS QUAD   -  WARSAW (2019)
 MD1012
 MD1012                         *CURRENT SURVEY CONTROL
 MD1012  ______________________________________________________________________
 MD1012* NAD 83(1997) POSITION- 41 14 07.43728(N) 085 48 32.30493(W)   NO CHECK
 MD1012* NAVD 88 ORTHO HEIGHT -   260.308 (meters)      854.03  (feet) ADJUSTED
 MD1012  ______________________________________________________________________
 MD1012  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 MD1012  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC18
 MD1012  DYNAMIC HEIGHT  -        260.197 (meters)      853.66  (feet) COMP
 MD1012  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1012
 MD1012  HORZ ORDER      -  THIRD
 MD1012  VERT ORDER      -  FIRST     CLASS I
 MD1012
 MD1012.The horizontal coordinates were established by classical geodetic methods
 MD1012.and adjusted by the National Geodetic Survey in May 1999.
 MD1012
 MD1012.No horizontal observational check was made to the station.
 MD1012
 MD1012.The orthometric height was determined by differential leveling and
 MD1012.adjusted by the NATIONAL GEODETIC SURVEY
 MD1012.in June 1991.
 MD1012
 MD1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1012.GEOID18 height accuracy estimate available here.
 MD1012
 MD1012.Click photographs - Photos may exist for this station.
 MD1012
 MD1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1012
 MD1012.The dynamic height is computed by dividing the NAVD 88
 MD1012.geopotential number by the normal gravity value computed on the
 MD1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1012.degrees latitude (g = 980.6199 gals.).
 MD1012
 MD1012.The modeled gravity was interpolated from observed gravity values.
 MD1012
 MD1012. The following values were computed from the NAD 83(1997) position.
 MD1012
 MD1012;                    North         East     Units Scale Factor Converg.
 MD1012;SPC IN E     -   664,709.632    88,070.076   MT  0.99996842   -0 05 37.7
 MD1012;SPC IN E     - 2,180,801.52    288,943.24   sFT  0.99996842   -0 05 37.7
 MD1012;UTM  16      - 4,565,573.007   599,810.878   MT  0.99972260   +0 47 06.5
 MD1012
 MD1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1012!SPC IN E     -   0.99996444  x   0.99996842  =   0.99993286
 MD1012!UTM  16      -   0.99996444  x   0.99972260  =   0.99968705
 MD1012
 MD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9981065573(NAD 83)
 MD1012
 MD1012                          SUPERSEDED SURVEY CONTROL
 MD1012
 MD1012  NAD 83(1986)-  41 14 07.44090(N)    085 48 32.31495(W) AD(       ) 3
 MD1012  NAD 27      -  41 14 07.27909(N)    085 48 32.35478(W) AD(       ) 3
 MD1012  NGVD 29 (??/??/92)  260.442  (m)          854.47   (f) ADJ UNCH    1 1
 MD1012
 MD1012.Superseded values are not recommended for survey control.
 MD1012
 MD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1012.See file dsdata.pdf to determine how the superseded data were derived.
 MD1012
 MD1012_MARKER: DS = TRIANGULATION STATION DISK
 MD1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1012_STAMPING: WINONA 2 1968
 MD1012_MARK LOGO: CGS
 MD1012_PROJECTION: FLUSH
 MD1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1012+STABILITY: SURFACE MOTION
 MD1012
 MD1012  HISTORY     - Date     Condition        Report By
 MD1012  HISTORY     - 1968     MONUMENTED       CGS
 MD1012  HISTORY     - 1968     GOOD             CGS
 MD1012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1012  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1012  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1012
 MD1012                          STATION DESCRIPTION
 MD1012
 MD1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1012'LOCATED ABOUT 2 MILES EAST OF WARSAW, IN A GRASSY AREA BETWEEN THE
 MD1012'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 30.  THE STATION IS 219 FEET
 MD1012'WEST OF A GRAVEL CROSSOVER, 41 FEET SOUTH OF THE CENTERLINE OF THE
 MD1012'WEST BOUND LANE, 31 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND
 MD1012'LANE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 MD1012'AND THE DISK IS STAMPED WINONA 2 1968.
 MD1012'
 MD1012'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW, GO EAST ON U.S.
 MD1012'HIGHWAY 30 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MD1012'EAST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 MD1012'
 MD1012'REFERENCE MARK 3 IS 41 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 MD1012'LANE, 31 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND 17
 MD1012'FEET EAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD1012'STAMPED WINONA 2 NO 3 1968.
 MD1012'
 MD1012'REFERENCE MARK 4 IS 41 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 MD1012'LANE, 31 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND 23
 MD1012'FEET WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 MD1012'IS STAMPED WINONA 2 NO 4 1968.
 MD1012'
 MD1012'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WINONA 2 1968 SET IN A
 MD1012'DRILL HOLE IN A CONCRETE HEADWALL, 43 FEET NORTH OF THE CENTERLINE OF
 MD1012'THE WEST BOUND LANE OF THE HIGHWAY, 32 FEET NORTHWEST OF A POWER POLE
 MD1012'AND 32 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 MD1012'
 MD1012'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MD1012
 MD1012                          STATION RECOVERY (1968)
 MD1012
 MD1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MD1012'2.4 MI E FROM WARSAW.
 MD1012'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1012'AT WARSAW, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A BLACK
 MD1012'TOP ROAD LEADING NORTH, IN THE MEDIAN BETWEEN THE LANES OF THE
 MD1012'HIGHWAYS, 221 FEET NORTHWEST OF THE CENTER LINE OF A DRIVE
 MD1012'CONNECTING THE LANES OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE
 MD1012'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 31 1/2 FEET
 MD1012'NORTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 MD1012'0.7 FOOT NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET ABOVE
 MD1012'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 MD1012'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MD1012
 MD1012                          STATION RECOVERY (1989)
 MD1012
 MD1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (VJC)
 MD1012'MARK NOT FOUND.
 MD1012
 MD1012                          STATION RECOVERY (1990)
 MD1012
 MD1012'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1012'MARK NOT FOUND.
 MD1012
 MD1012                          STATION RECOVERY (1992)
 MD1012
 MD1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1012'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1014 ***********************************************************************
 MD1014  DESIGNATION -  WINONA 2 AZ MK
 MD1014  PID         -  MD1014
 MD1014  STATE/COUNTY-  IN/KOSCIUSKO
 MD1014  COUNTRY     -  US
 MD1014  USGS QUAD   -  WARSAW (2019)
 MD1014
 MD1014                         *CURRENT SURVEY CONTROL
 MD1014  ______________________________________________________________________
 MD1014* NAD 83(1986) POSITION- 41 14 11.     (N) 085 48 41.     (W)   SCALED
 MD1014* NAVD 88 ORTHO HEIGHT -   255.036 (meters)      836.73  (feet) ADJUSTED
 MD1014  ______________________________________________________________________
 MD1014  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 MD1014  DYNAMIC HEIGHT  -        254.927 (meters)      836.37  (feet) COMP
 MD1014  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1014
 MD1014  VERT ORDER      -  FIRST     CLASS I
 MD1014
 MD1014.The horizontal coordinates were scaled from a map and have
 MD1014.an estimated accuracy of +/- 6 seconds.
 MD1014
 MD1014.The orthometric height was determined by differential leveling and
 MD1014.adjusted by the NATIONAL GEODETIC SURVEY
 MD1014.in June 1991.
 MD1014
 MD1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1014.GEOID18 height accuracy estimate available here.
 MD1014
 MD1014.Click photographs - Photos may exist for this station.
 MD1014
 MD1014.The dynamic height is computed by dividing the NAVD 88
 MD1014.geopotential number by the normal gravity value computed on the
 MD1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1014.degrees latitude (g = 980.6199 gals.).
 MD1014
 MD1014.The modeled gravity was interpolated from observed gravity values.
 MD1014
 MD1014;                    North         East    Units  Estimated Accuracy
 MD1014;SPC IN E     -   664,820.       87,870.      MT  (+/- 180 meters Scaled)
 MD1014
 MD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL996656(NAD 83)
 MD1014
 MD1014                          SUPERSEDED SURVEY CONTROL
 MD1014
 MD1014  NGVD 29 (??/??/92)  255.169  (m)          837.17   (f) ADJ UNCH    1 1
 MD1014
 MD1014.Superseded values are not recommended for survey control.
 MD1014
 MD1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1014.See file dsdata.pdf to determine how the superseded data were derived.
 MD1014
 MD1014_MARKER: DZ = AZIMUTH MARK DISK
 MD1014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1014_SP_SET: CULVERT HEADWALL
 MD1014_STAMPING: WINONA 2 1968
 MD1014_MARK LOGO: CGS
 MD1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1014+STABILITY: SURFACE MOTION
 MD1014
 MD1014  HISTORY     - Date     Condition        Report By
 MD1014  HISTORY     - 1968     MONUMENTED       CGS
 MD1014  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1014  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1014
 MD1014                          STATION DESCRIPTION
 MD1014
 MD1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1014'2.2 MI E FROM WARSAW.
 MD1014'ABOUT 2.25 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1014'AT WARSAW, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE
 MD1014'HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER BOTH LANES OF THE
 MD1014'HIGHWAY, 43.0 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 MD1014'OF THE HIGHWAY, 1.2 FEET WEST OF THE EAST END OF THE HEAD WALL
 MD1014'AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MD1014
 MD1014                          STATION RECOVERY (1989)
 MD1014
 MD1014'RECOVERY NOTE BY US POWER SQUADRON 1989 (VJC)
 MD1014'MARK NOT FOUND.
 MD1014
 MD1014                          STATION RECOVERY (1990)
 MD1014
 MD1014'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1011 ***********************************************************************
 MD1011  DESIGNATION -  WINONA 2 RM 3
 MD1011  PID         -  MD1011
 MD1011  STATE/COUNTY-  IN/KOSCIUSKO
 MD1011  COUNTRY     -  US
 MD1011  USGS QUAD   -  WARSAW (2019)
 MD1011
 MD1011                         *CURRENT SURVEY CONTROL
 MD1011  ______________________________________________________________________
 MD1011* NAD 83(1986) POSITION- 41 14 07.     (N) 085 48 33.     (W)   SCALED
 MD1011* NAVD 88 ORTHO HEIGHT -   260.378 (meters)      854.26  (feet) ADJUSTED
 MD1011  ______________________________________________________________________
 MD1011  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 MD1011  DYNAMIC HEIGHT  -        260.267 (meters)      853.89  (feet) COMP
 MD1011  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1011
 MD1011  VERT ORDER      -  FIRST     CLASS I
 MD1011
 MD1011.The horizontal coordinates were scaled from a map and have
 MD1011.an estimated accuracy of +/- 6 seconds.
 MD1011
 MD1011.The orthometric height was determined by differential leveling and
 MD1011.adjusted by the NATIONAL GEODETIC SURVEY
 MD1011.in June 1991.
 MD1011
 MD1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1011.GEOID18 height accuracy estimate available here.
 MD1011
 MD1011.Click photographs - Photos may exist for this station.
 MD1011
 MD1011.The dynamic height is computed by dividing the NAVD 88
 MD1011.geopotential number by the normal gravity value computed on the
 MD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1011.degrees latitude (g = 980.6199 gals.).
 MD1011
 MD1011.The modeled gravity was interpolated from observed gravity values.
 MD1011
 MD1011;                    North         East    Units  Estimated Accuracy
 MD1011;SPC IN E     -   664,700.       88,050.      MT  (+/- 180 meters Scaled)
 MD1011
 MD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL997655(NAD 83)
 MD1011
 MD1011                          SUPERSEDED SURVEY CONTROL
 MD1011
 MD1011  NGVD 29 (??/??/92)  260.511  (m)          854.69   (f) ADJ UNCH    1 1
 MD1011
 MD1011.Superseded values are not recommended for survey control.
 MD1011
 MD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1011.See file dsdata.pdf to determine how the superseded data were derived.
 MD1011
 MD1011_MARKER: DR = REFERENCE MARK DISK
 MD1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1011_STAMPING: WINONA 2 NO 3 1968
 MD1011_MARK LOGO: CGS
 MD1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1011+STABILITY: SURFACE MOTION
 MD1011
 MD1011  HISTORY     - Date     Condition        Report By
 MD1011  HISTORY     - 1968     MONUMENTED       CGS
 MD1011  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1011  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1011
 MD1011                          STATION DESCRIPTION
 MD1011
 MD1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1011'2.4 MI E FROM WARSAW.
 MD1011'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1011'AT WARSAW, 17.7 FEET SOUTHEAST OF THE STATION MARK DESCRIBED,
 MD1011'30 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE
 MD1011'OF THE HIGHWAY, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 MD1011'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 MD1011'THE GROUND.
 MD1011
 MD1011                          STATION RECOVERY (1989)
 MD1011
 MD1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEW)
 MD1011'MARK NOT FOUND.
 MD1011
 MD1011                          STATION RECOVERY (1990)
 MD1011
 MD1011'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1011'MARK NOT FOUND.
 MD1011
 MD1011                          STATION RECOVERY (1992)
 MD1011
 MD1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1011'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1013 ***********************************************************************
 MD1013  DESIGNATION -  WINONA 2 RM 4
 MD1013  PID         -  MD1013
 MD1013  STATE/COUNTY-  IN/KOSCIUSKO
 MD1013  COUNTRY     -  US
 MD1013  USGS QUAD   -  WARSAW (2019)
 MD1013
 MD1013                         *CURRENT SURVEY CONTROL
 MD1013  ______________________________________________________________________
 MD1013* NAD 83(1986) POSITION- 41 14 07.     (N) 085 48 33.     (W)   SCALED
 MD1013* NAVD 88 ORTHO HEIGHT -   260.189 (meters)      853.64  (feet) ADJUSTED
 MD1013  ______________________________________________________________________
 MD1013  GEOID HEIGHT    -        -33.569 (meters)                     GEOID18
 MD1013  DYNAMIC HEIGHT  -        260.078 (meters)      853.27  (feet) COMP
 MD1013  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 MD1013
 MD1013  VERT ORDER      -  FIRST     CLASS I
 MD1013
 MD1013.The horizontal coordinates were scaled from a map and have
 MD1013.an estimated accuracy of +/- 6 seconds.
 MD1013
 MD1013.The orthometric height was determined by differential leveling and
 MD1013.adjusted by the NATIONAL GEODETIC SURVEY
 MD1013.in June 1991.
 MD1013
 MD1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1013.GEOID18 height accuracy estimate available here.
 MD1013
 MD1013.Click photographs - Photos may exist for this station.
 MD1013
 MD1013.The dynamic height is computed by dividing the NAVD 88
 MD1013.geopotential number by the normal gravity value computed on the
 MD1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1013.degrees latitude (g = 980.6199 gals.).
 MD1013
 MD1013.The modeled gravity was interpolated from observed gravity values.
 MD1013
 MD1013;                    North         East    Units  Estimated Accuracy
 MD1013;SPC IN E     -   664,700.       88,050.      MT  (+/- 180 meters Scaled)
 MD1013
 MD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL997655(NAD 83)
 MD1013
 MD1013                          SUPERSEDED SURVEY CONTROL
 MD1013
 MD1013  NGVD 29 (??/??/92)  260.323  (m)          854.08   (f) ADJ UNCH    1 1
 MD1013
 MD1013.Superseded values are not recommended for survey control.
 MD1013
 MD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1013.See file dsdata.pdf to determine how the superseded data were derived.
 MD1013
 MD1013_MARKER: DR = REFERENCE MARK DISK
 MD1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1013_STAMPING: WINONA 2 NO 4 1968
 MD1013_MARK LOGO: CGS
 MD1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1013+STABILITY: SURFACE MOTION
 MD1013
 MD1013  HISTORY     - Date     Condition        Report By
 MD1013  HISTORY     - 1968     MONUMENTED       CGS
 MD1013  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1013  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1013
 MD1013                          STATION DESCRIPTION
 MD1013
 MD1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MD1013'2.4 MI E FROM WARSAW.
 MD1013'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MD1013'AT WARSAW, 21.8 FEET NORTHWEST OF THE STATION MARK DESCRIBED,
 MD1013'31 FEET NORTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE OF
 MD1013'THE HIGHWAY, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 MD1013'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 MD1013'THE GROUND.
 MD1013
 MD1013                          STATION RECOVERY (1990)
 MD1013
 MD1013'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPC)
 MD1013'MARK NOT FOUND.
 MD1013
 MD1013                          STATION RECOVERY (1992)
 MD1013
 MD1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1013'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1651 ***********************************************************************
 MD1651  DESIGNATION -  WINONA LAKE MUNICIPAL TANK
 MD1651  PID         -  MD1651
 MD1651  STATE/COUNTY-  IN/KOSCIUSKO
 MD1651  COUNTRY     -  US
 MD1651  USGS QUAD   -  WARSAW (2019)
 MD1651
 MD1651                         *CURRENT SURVEY CONTROL
 MD1651  ______________________________________________________________________
 MD1651* NAD 83(1997) POSITION- 41 13 29.49277(N) 085 48 56.45407(W)   ADJUSTED
 MD1651  ______________________________________________________________________
 MD1651  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 MD1651  LAPLACE CORR    -          2.14  (seconds)                    DEFLEC18
 MD1651  HORZ ORDER      -  THIRD
 MD1651
 MD1651.The horizontal coordinates were established by classical geodetic methods
 MD1651.and adjusted by the National Geodetic Survey in May 1999.
 MD1651
 MD1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1651.GEOID18 height accuracy estimate available here.
 MD1651
 MD1651.Click photographs - Photos may exist for this station.
 MD1651
 MD1651.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1651
 MD1651. The following values were computed from the NAD 83(1997) position.
 MD1651
 MD1651;                    North         East     Units Scale Factor Converg.
 MD1651;SPC IN E     -   663,540.042    87,505.714   MT  0.99996859   -0 05 53.5
 MD1651;SPC IN E     - 2,176,964.29    287,091.66   sFT  0.99996859   -0 05 53.5
 MD1651;UTM  16      - 4,564,395.188   599,264.657   MT  0.99972127   +0 46 50.0
 MD1651
 MD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9926464395(NAD 83)
 MD1651
 MD1651                          SUPERSEDED SURVEY CONTROL
 MD1651
 MD1651  NAD 83(1986)-  41 13 29.49639(N)    085 48 56.46425(W) AD(       ) 3
 MD1651  NAD 27      -  41 13 29.33400(N)    085 48 56.50000(W) AD(       ) 3
 MD1651
 MD1651.Superseded values are not recommended for survey control.
 MD1651
 MD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1651.See file dsdata.pdf to determine how the superseded data were derived.
 MD1651
 MD1651_MARKER: 53 = ELEVATED TANK
 MD1651
 MD1651  HISTORY     - Date     Condition        Report By
 MD1651  HISTORY     - 1947     FIRST OBSERVED   CGS
 MD1651  HISTORY     - 1984     GOOD             USPSQD
 MD1651
 MD1651                          STATION DESCRIPTION
 MD1651
 MD1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1651'THIS IS AN INTERSECTION STATION.
 MD1651'
 MD1651'STATION IS LOCATED IN THE NORTHWEST SECTION OF WINONA LAKE 150 FEET
 MD1651'EAST OF THE NORTHEAST
 MD1651'CORNER OF EAST WAYNE PUBLIC SCHOOL.  IT IS A THREE LEGGED TRIPOD
 MD1651'STEEL STRUCTURE WITH A ROUND
 MD1651'STEEL WATER TANK ATOP PAINTED SILVER.
 MD1651'
 MD1651'THE POINT OBSERVED ON WAS THE ROUND PLATE ON THE TOP OF THE ROOF OF
 MD1651'TANK.
 MD1651
 MD1651                          STATION RECOVERY (1984)
 MD1651
 MD1651'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 MD1651'STATION FOUND GOOD.
 MD1651'
 MD1651'REVISED DESCRIPTION--STATION IS LOCATED IN THE NORTHWEST SECTION OF
 MD1651'WINONA LAKE NEAR JEFFERSON SCHOOL AND IS ABOUT 116 YARDS SOUTHWEST
 MD1651'OF THE INTERSECTION OF KINGS HIGHWAY AND SEMINARY DRIVE.  IT IS A
 MD1651'THREE LEGGED STEEL STRUCTURE WITH A ROUND STEEL WATER TANK ATOP
 MD1651'PAINTED A LIGHT GREEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2367 ***********************************************************************
 ME2367  DESIGNATION -  WINTERS
 ME2367  PID         -  ME2367
 ME2367  STATE/COUNTY-  IN/PULASKI
 ME2367  COUNTRY     -  US
 ME2367  USGS QUAD   -  BASS LAKE (2019)
 ME2367
 ME2367                         *CURRENT SURVEY CONTROL
 ME2367  ______________________________________________________________________
 ME2367* NAD 83(1997) POSITION- 41 09 23.89183(N) 086 30 57.61020(W)   ADJUSTED
 ME2367* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 ME2367  ______________________________________________________________________
 ME2367  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 ME2367  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 ME2367  HORZ ORDER      -  THIRD
 ME2367
 ME2367.The horizontal coordinates were established by classical geodetic methods
 ME2367.and adjusted by the National Geodetic Survey in May 1999.
 ME2367
 ME2367.The orthometric height was scaled from a topographic map.
 ME2367
 ME2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2367.GEOID18 height accuracy estimate available here.
 ME2367
 ME2367.Click photographs - Photos may exist for this station.
 ME2367
 ME2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2367
 ME2367. The following values were computed from the NAD 83(1997) position.
 ME2367
 ME2367;                    North         East     Units Scale Factor Converg.
 ME2367;SPC IN W     -   656,108.117   947,617.795   MT  0.99999456   +0 22 24.2
 ME2367;SPC IN W     - 2,152,581.38  3,108,976.05   sFT  0.99999456   +0 22 24.2
 ME2367;UTM  16      - 4,556,258.330   540,608.451   MT  0.99962029   +0 19 06.7
 ME2367
 ME2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2367!SPC IN W     -   0.99996938  x   0.99999456  =   0.99996394
 ME2367!UTM  16      -   0.99996938  x   0.99962029  =   0.99958968
 ME2367
 ME2367:                Primary Azimuth Mark                     Grid Az
 ME2367:SPC IN W     -  WINTERS AZ MK                            086 15 52.2
 ME2367:UTM  16      -  WINTERS AZ MK                            086 19 09.7
 ME2367
 ME2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4060856258(NAD 83)
 ME2367
 ME2367|---------------------------------------------------------------------|
 ME2367| PID    Reference Object                     Distance      Geod. Az  |
 ME2367|                                                           dddmmss.s |
 ME2367| CM4007 WINTERS RM 1                         30.315 METERS 07312     |
 ME2367| CM4006 WINTERS AZ MK                                      0863816.4 |
 ME2367| ME2317 MONTEREY ST ANNS CATH CH SPIRE      APPROX. 2.9 KM 0924912.9 |
 ME2367| CM4008 WINTERS RM 2                         26.963 METERS 19101     |
 ME2367|---------------------------------------------------------------------|
 ME2367
 ME2367                          SUPERSEDED SURVEY CONTROL
 ME2367
 ME2367  NAD 83(1986)-  41 09 23.89922(N)    086 30 57.61727(W) AD(       ) 3
 ME2367  NAD 27      -  41 09 23.75640(N)    086 30 57.59150(W) AD(       ) 3
 ME2367
 ME2367.Superseded values are not recommended for survey control.
 ME2367
 ME2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2367.See file dsdata.pdf to determine how the superseded data were derived.
 ME2367
 ME2367_MARKER: DS = TRIANGULATION STATION DISK
 ME2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2367_STAMPING: WINTERS 1952
 ME2367_MARK LOGO: CGS
 ME2367_PROJECTION: FLUSH
 ME2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2367+STABILITY: SURFACE MOTION
 ME2367
 ME2367  HISTORY     - Date     Condition        Report By
 ME2367  HISTORY     - 1952     MONUMENTED       CGS
 ME2367  HISTORY     - 1969     GOOD             CGS
 ME2367
 ME2367                          STATION DESCRIPTION
 ME2367
 ME2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2367'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WINIMAC, ABOUT 7 MILES
 ME2367'SOUTHWEST OF CULVER AND 1 1/2 MILES WEST OF MONTEREY ON PROPERTY OWNED
 ME2367'BY CARL WINTERS.  IT IS 131 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2367'CARL WINTERS FRAME HOUSE, 52 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 ME2367'29 FEET SOUTH OF AN EAST-WEST FENCELINE AND A WHITE WITNESS POST AND
 ME2367'11 FEET EAST OF A NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE
 ME2367'DISK IS STAMPED WINTERS 1952.
 ME2367'
 ME2367'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF THE PAVED ROAD
 ME2367'AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  THE MARK IS FLUSH AND THE
 ME2367'DISK IS STAMPED WINTERS NO 1 1952.
 ME2367'
 ME2367'REFERENCE MARK NO. 2 IS 68 FEET EAST OF THE NORTHEAST CORNER OF THE
 ME2367'FRAME HOUSE, 6 FEET NORTH OF AN EAST-WEST FENCELINE AND 1 FOOT EAST OF
 ME2367'A NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2367'WINTERS NO 2 1952.
 ME2367'
 ME2367'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 4 FEET
 ME2367'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 ME2367'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WINTERS
 ME2367'1952.
 ME2367'
 ME2367'TO REACH THE STATION FROM THE INTERSECTION OF THE ERIE RAILROAD AND
 ME2367'THE MAIN THROUGH STREET, 0.1 MILE EAST OF THE ERIE RAILROAD DEPOT IN
 ME2367'MONTEREY, GO SOUTH ON THE MAIN THROUGH STREET FOR 0.05 MILE TO A CROSS
 ME2367'STREET IN THE CENTER OF MONTEREY, TURN RIGHT AND GO WEST ON A PAVED
 ME2367'STREET FOR 0.25 MILE TO THE MONTEREY TIPPECANOE SCHOOL ON THE LEFT,
 ME2367'CONTINUE ON PAVED ROAD FOR 1.3 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 ME2367'CONTINUE FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2367'
 ME2367'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 ME2367
 ME2367                          STATION RECOVERY (1969)
 ME2367
 ME2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2367'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION TO THE
 ME2367'STATION IS VERY POOR AND A NEW ONE FOLLOWS.
 ME2367'
 ME2367'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CULVER, ON THE
 ME2367'PROPERTY OF MRS.  CARL WINTERS, 6 FEET EAST OF A 6 INCH PINE TREE, 1
 ME2367'FOOT WEST OF A FENCE, 20 FEET EAST OF A 10 INCH CHERRY TREE, 100 FEET
 ME2367'EAST OF THE CENTERLINE OF A DRIVEWAY, 29 FEET SOUTH OF THE FENCE
 ME2367'CORNER, 52 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF A
 ME2367'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2367'WINTERS 1952.
 ME2367'
 ME2367'TO REACH THE STATION FROM THE TIPPECANOE SCHOOL AT THE WEST EDGE OF
 ME2367'MONTEREY, GO WEST ON PAVED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON
 ME2367'THE RIGHT.  CONTINUE WEST ON THE ROAD OR 0.2 MILE TO THE STATION ON
 ME2367'THE LEFT.
 ME2367'
 ME2367'REFERENCE MARK 1 IS 93 FEET EAST OF THE FENCE CORNER, 12 FEET WEST OF
 ME2367'A TELEPHONE POLE, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 ME2367'SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 ME2367'MONUMENT IS FLUSH AND THE DISK IS STAMPED WINTERS NO 1 1952.
 ME2367'
 ME2367'REFERENCE MARK 2 IS 84 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 ME2367'14 FEET WEST OF A FENCE, 68 FEET EAST OF THE NORTHEAST CORNER OF THE
 ME2367'HOUSE, 2 FEET SOUTHEAST OF AN 8 INCH PINE TREE, 6 FEET WEST OF A 6
 ME2367'INCH PINE TREE AND 23 FEET NORTHEAST OF A 30 INCH ELM TREE.  THE
 ME2367'MONUMENT IS FLUSH AND THE DISK IS STAMPED WINTERS NO 2 1952.
 ME2367'
 ME2367'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 29
 ME2367'FEET WEST OF THE CENTERLINE OF FIELD ENTRANCE, 64 FEET WEST OF A POWER
 ME2367'POLE, 65 FEET NORTHWEST OF TELEPHONE POLE NO. 4, 1 FOOT WEST OF A
 ME2367'METAL WITNESS POST, 128 FEET EAST OF A FENCE CORNER AND 165 FEET EAST
 ME2367'OF THE CENTERLINE OF GATE AND ROAD INTO PASTURE FIELD.  THE MONUMENT
 ME2367'PROJECTS 4 INCHES AND THE DISK IS STAMPED WINTERS 1952.
 ME2367'
 ME2367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES WEST OF
 ME2367'MONTEREY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2233 ***********************************************************************
 LB2233  DESIGNATION -  WINTHROP
 LB2233  PID         -  LB2233
 LB2233  STATE/COUNTY-  IN/WARREN
 LB2233  COUNTRY     -  US
 LB2233  USGS QUAD   -  WILLIAMSPORT (2019)
 LB2233
 LB2233                         *CURRENT SURVEY CONTROL
 LB2233  ______________________________________________________________________
 LB2233* NAD 83(1997) POSITION- 40 21 49.12003(N) 087 15 47.00347(W)   ADJUSTED
 LB2233* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 LB2233  ______________________________________________________________________
 LB2233  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 LB2233  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LB2233  HORZ ORDER      -  THIRD
 LB2233
 LB2233.The horizontal coordinates were established by classical geodetic methods
 LB2233.and adjusted by the National Geodetic Survey in May 1999.
 LB2233
 LB2233.The orthometric height was scaled from a topographic map.
 LB2233
 LB2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2233.GEOID18 height accuracy estimate available here.
 LB2233
 LB2233.Click photographs - Photos may exist for this station.
 LB2233
 LB2233.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2233
 LB2233. The following values were computed from the NAD 83(1997) position.
 LB2233
 LB2233;                    North         East     Units Scale Factor Converg.
 LB2233;SPC IN W     -   567,910.196   884,734.970   MT  0.99996953   -0 06 59.0
 LB2233;SPC IN W     - 1,863,218.70  2,902,667.98   sFT  0.99996953   -0 06 59.0
 LB2233;UTM  16      - 4,468,152.673   477,665.127   MT  0.99960614   -0 10 13.3
 LB2233
 LB2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2233!SPC IN W     -   0.99996931  x   0.99996953  =   0.99993884
 LB2233!UTM  16      -   0.99996931  x   0.99960614  =   0.99957547
 LB2233
 LB2233:                Primary Azimuth Mark                     Grid Az
 LB2233:SPC IN W     -  SWANEY                                   131 48 26.6
 LB2233:UTM  16      -  SWANEY                                   131 51 40.9
 LB2233
 LB2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7766568152(NAD 83)
 LB2233
 LB2233|---------------------------------------------------------------------|
 LB2233| PID    Reference Object                     Distance      Geod. Az  |
 LB2233|                                                           dddmmss.s |
 LB2233| CM4009 WINTHROP RM 1                         6.446 METERS 00443     |
 LB2233| LB2213 SWANEY                              APPROX.11.1 KM 1314127.6 |
 LB2233| CM4010 WINTHROP RM 2                         6.123 METERS 18404     |
 LB2233|---------------------------------------------------------------------|
 LB2233
 LB2233                          SUPERSEDED SURVEY CONTROL
 LB2233
 LB2233  NAD 83(1986)-  40 21 49.12783(N)    087 15 47.01381(W) AD(       ) 3
 LB2233  NAD 27      -  40 21 49.00390(N)    087 15 46.97680(W) AD(       ) 3
 LB2233
 LB2233.Superseded values are not recommended for survey control.
 LB2233
 LB2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2233.See file dsdata.pdf to determine how the superseded data were derived.
 LB2233
 LB2233_MARKER: DS = TRIANGULATION STATION DISK
 LB2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2233_STAMPING: WINTHROP 1955
 LB2233_MARK LOGO: CGS
 LB2233_PROJECTION: FLUSH
 LB2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2233+STABILITY: SURFACE MOTION
 LB2233
 LB2233  HISTORY     - Date     Condition        Report By
 LB2233  HISTORY     - 1955     MONUMENTED       CGS
 LB2233  HISTORY     - 1968     GOOD             CGS
 LB2233  HISTORY     - 20051015 MARK NOT FOUND   INDOT
 LB2233
 LB2233                          STATION DESCRIPTION
 LB2233
 LB2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2233'STATION IS LOCATED ALONG STATE HIGHWAY 55 ABOUT 5-1/4 MILES SOUTH OF
 LB2233'PINE VILLAGE AND 4-1/4 MILES NORTH OF ATTICA.  IT IS 57 FEET WEST OF
 LB2233'THE CENTER OF HIGHWAY 55, 55 FEET NORTH OF A TELEPHONE POLE, 13
 LB2233'FEET EAST OF A FENCE LINE, 5 FEET WEST OF THE EAST EDGE OF A BANK
 LB2233'AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 LB2233'DISK IS STAMPED WINTHROP 1955.
 LB2233'
 LB2233'REFERENCE MARK NO. 1 IS 57 FEET WEST OF THE CENTER OF HIGHWAY 55 AND
 LB2233'13 FEET EAST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2233'STAMPED WINTHROP NO 1 1955.
 LB2233'
 LB2233'REFERENCE MARK NO. 2 IS 57 FEET WEST OF THE CENTER OF HIGHWAY 55 AND
 LB2233'13 FEET EAST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2233'STAMPED WINTHROP NO 2 1955.
 LB2233'
 LB2233'STATE HIGHWAY COMMISSION OF INDIANA SURVEY BENCH MARK WAS USED AS
 LB2233'AN AZIMUTH MARK.  IT IS 72 FEET SOUTHEAST OF THE INTERSECTION OF
 LB2233'STATE HIGHWAY 55 AND A GRAVEL ROAD EAST, 32 FEET NORTHEAST OF A
 LB2233'TELEPHONE POLE, 4 FEET NORTH OF A FENCE LINE AND 1 FOOT NORTH OF A
 LB2233'WHITE WITNESS POST.  THE MARK IS A 7X7 INCH CONCRETE POST THAT
 LB2233'PROJECTS ABOUT 14 INCHES WITH A STANDARD STATE HIGHWAY COMMISSION
 LB2233'OF INDIANA SURVEY BENCH MARK BRONZE DISK IN THE TOP (NOT
 LB2233'STAMPED).
 LB2233'
 LB2233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 26 IN
 LB2233'PINE VILLAGE, GO SOUTHWEST ON HIGHWAY 55 FOR 5.75 MILES TO A SIDE
 LB2233'ROAD LEFT AND THE INDIANA SURVEY BENCH MARK AS DESCRIBED.  CONTINUE
 LB2233'SOUTH ON HIGHWAY 55 FOR 0.25 MILE TO THE STATION ON THE RIGHT ON
 LB2233'TOP OF BANK AS DESCRIBED.
 LB2233'
 LB2233'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2233
 LB2233                          STATION RECOVERY (1968)
 LB2233
 LB2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LB2233'THE STATION WAS VISITED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 LB2233'STATION IS NOW 55 FEET NORTH OF POWERLINE POLE, NOT TELEPHONE POLE
 LB2233'AS REPORTED IN 1955.  THE FENCE AND TELEPHONE POLE AT THE AZIMUTH
 LB2233'MARK HAVE BEEN REMOVED.  OTHER THAN THAT THE ABOVE THE STATION WAS
 LB2233'RECOVERED AS DESCRIBED.
 LB2233
 LB2233                          STATION RECOVERY (2005)
 LB2233
 LB2233'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005
 LB2233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2064 ***********************************************************************
 HZ2064  DESIGNATION -  WIRT
 HZ2064  PID         -  HZ2064
 HZ2064  STATE/COUNTY-  IN/JEFFERSON
 HZ2064  COUNTRY     -  US
 HZ2064  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ2064
 HZ2064                         *CURRENT SURVEY CONTROL
 HZ2064  ______________________________________________________________________
 HZ2064* NAD 83(1997) POSITION- 38 48 28.09333(N) 085 27 02.46247(W)   ADJUSTED
 HZ2064* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 HZ2064  ______________________________________________________________________
 HZ2064  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 HZ2064  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HZ2064  HORZ ORDER      -  SECOND
 HZ2064
 HZ2064.The horizontal coordinates were established by classical geodetic methods
 HZ2064.and adjusted by the National Geodetic Survey in May 1999.
 HZ2064
 HZ2064.The orthometric height was scaled from a topographic map.
 HZ2064
 HZ2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2064.GEOID18 height accuracy estimate available here.
 HZ2064
 HZ2064.Click photographs - Photos may exist for this station.
 HZ2064
 HZ2064.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ2064
 HZ2064. The following values were computed from the NAD 83(1997) position.
 HZ2064
 HZ2064;                    North         East     Units Scale Factor Converg.
 HZ2064;SPC IN E     -   395,182.751   118,759.696   MT  0.99997100   +0 08 07.3
 HZ2064;SPC IN E     - 1,296,528.74    389,630.77   sFT  0.99997100   +0 08 07.3
 HZ2064;SPC KY1Z     - 1,274,678.183 1,525,999.587   MT  1.00003708   +0 11 01.6
 HZ2064;SPC KY1Z     - 4,182,006.67  5,006,550.31   sFT  1.00003708   +0 11 01.6
 HZ2064;SPC KY N     -   145,844.957   395,713.332   MT  0.99997970   -0 44 48.9
 HZ2064;SPC KY N     -   478,493.00  1,298,269.49   sFT  0.99997970   -0 44 48.9
 HZ2064;UTM  16      - 4,296,588.724   634,523.732   MT  0.99982284   +0 58 16.0
 HZ2064
 HZ2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ2064!SPC IN E     -   0.99996549  x   0.99997100  =   0.99993649
 HZ2064!SPC KY1Z     -   0.99996549  x   1.00003708  =   1.00000257
 HZ2064!SPC KY N     -   0.99996549  x   0.99997970  =   0.99994519
 HZ2064!UTM  16      -   0.99996549  x   0.99982284  =   0.99978834
 HZ2064
 HZ2064:                Primary Azimuth Mark                     Grid Az
 HZ2064:SPC IN E     -  WIRT AZ MK                               069 49 39.0
 HZ2064:SPC KY1Z     -  WIRT AZ MK                               069 46 44.7
 HZ2064:SPC KY N     -  WIRT AZ MK                               070 42 35.2
 HZ2064:UTM  16      -  WIRT AZ MK                               068 59 30.3
 HZ2064
 HZ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3452396588(NAD 83)
 HZ2064
 HZ2064|---------------------------------------------------------------------|
 HZ2064| PID    Reference Object                     Distance      Geod. Az  |
 HZ2064|                                                           dddmmss.s |
 HZ2064| CG9450 WIRT RM 1                            51.907 METERS 01240     |
 HZ2064| HZ2066 JEFFERSON PROVING GRDS TK 135       APPROX. 3.8 KM 0460108.0 |
 HZ2064| CG9449 WIRT AZ MK                                         0695746.3 |
 HZ2064| CG9451 WIRT RM 2                            51.164 METERS 10007     |
 HZ2064| HZ2063 NORTH MADISON MUNICIPAL TANK        APPROX. 7.9 KM 1353015.1 |
 HZ2064| HZ2051 MADISON CRAGMONT ST HOSP STK        APPROX. 7.9 KM 1472509.2 |
 HZ2064| HZ2044 MADISON CRAGMONT ST HOSP SPIPE      APPROX. 7.8 KM 1483614.0 |
 HZ2064| HZ2065 NO 111                               33.308 METERS 17247     |
 HZ2064|---------------------------------------------------------------------|
 HZ2064
 HZ2064                          SUPERSEDED SURVEY CONTROL
 HZ2064
 HZ2064  NAD 83(1995)-  38 48 28.09327(N)    085 27 02.45988(W) AD(       ) 2
 HZ2064  NAD 83(1993)-  38 48 28.09362(N)    085 27 02.46068(W) AD(       ) 2
 HZ2064  NAD 83(1986)-  38 48 28.09438(N)    085 27 02.46633(W) AD(       ) 2
 HZ2064  NAD 27      -  38 48 27.88200(N)    085 27 02.61200(W) AD(       ) 2
 HZ2064
 HZ2064.Superseded values are not recommended for survey control.
 HZ2064
 HZ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2064.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2064
 HZ2064_MARKER: DS = TRIANGULATION STATION DISK
 HZ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2064_STAMPING: WIRT 1947
 HZ2064_MARK LOGO: CGS
 HZ2064_PROJECTION: FLUSH
 HZ2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2064+STABILITY: SURFACE MOTION
 HZ2064
 HZ2064  HISTORY     - Date     Condition        Report By
 HZ2064  HISTORY     - 1947     MONUMENTED       CGS
 HZ2064
 HZ2064                          STATION DESCRIPTION
 HZ2064
 HZ2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 HZ2064'THE STATION IS LOCATED ABOUT 150 YARDS NORTHEAST OF STATE HIGHWAY 7
 HZ2064'IN THE SMALL VILLAGE OF WIRT, ABOUT 33 YARDS NORTHEAST OF MR.
 HZ2064'V. FRANCISCOS HOUSE, A LARGE ANTIQUE BRICK HOUSE WHICH STAND ON THE
 HZ2064'HIGHEST HILL IN THE VICINITY, AND IS LOCALLY KNOW AS THE
 HZ2064'FRANCISCO HOUSE. IT IS 33 FEET EAST OF A WITNESS POST AND A WIRE
 HZ2064'FENCE AND 31 FEET NORTH OF THE WEST CORNER OF A CORN CRIB. THE
 HZ2064'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED WIRT 1947.
 HZ2064'
 HZ2064'REFERENCE MARK NO. 1 IS 170.30 FEET NORTH-NORTHEAST OF THE STATION
 HZ2064'AND 1 FOOT SOUTH OF A WIRE FENCE. THE MARK IS FLUSH WITH THE
 HZ2064'GROUND, AND THE DISK IS STAMPED WIRT NO 1 1947.
 HZ2064'
 HZ2064'REFERENCE MARK NO. 2 IS 167.86 FEET EAST-SOUTHEAST OF THE STATION AND
 HZ2064'2 FEET NORTH OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND,
 HZ2064'AND THE DISK IS STAMPED WIRT NO 2 1947.
 HZ2064'
 HZ2064'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE EAST-NORTHEAST OF THE
 HZ2064'STATION, 36 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 16
 HZ2064'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET WEST
 HZ2064'OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 HZ2064'STAMPED WIRT 1947.
 HZ2064'
 HZ2064'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION WIRT TO C W A
 HZ2064'STATION NO. 111. IT IS 33.308 METERS 109.28 FEET SOUTH OF
 HZ2064'STATION WIRT. THE C W A MARK IS 17.8 FEET NORTHEAST OF THE NORTHEAST
 HZ2064'CORNER OF THE FRANCISCOS HOUSE, 15 FEET WEST OF A WIRE FENCE,
 HZ2064'AND 11.8 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD SMOKE HOUSE. THE
 HZ2064'MARK IS A PRECAST CONCRETE MARKER WITH STANDARD U.S.C. AND G AND
 HZ2064'STATE SURVEY STATION DISK. THE MARK PROJECTS ABOUT 2 INCHES, AND THE
 HZ2064'DISK IS STAMPED NO. 111.
 HZ2064'
 HZ2064'TO REACH THE AZIMUTH MK. FROM THE ENTRANCE TO THE FRANCISCOS HOUSE,
 HZ2064'GO NORTHWEST ON STATE HIGHWAY 7 FOR 0.1 MILE TO A PAVED ROAD ON
 HZ2064'THE RIGHT. TURN RIGHT, NORTHEAST, AND GO ON THE MAIN ROAD FOR 0.7
 HZ2064'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HZ2064'
 HZ2064'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2032 ***********************************************************************
 JA2032  DESIGNATION -  WOELKER
 JA2032  PID         -  JA2032
 JA2032  STATE/COUNTY-  IN/VANDERBURGH
 JA2032  COUNTRY     -  US
 JA2032  USGS QUAD   -  HAUBSTADT (2019)
 JA2032
 JA2032                         *CURRENT SURVEY CONTROL
 JA2032  ______________________________________________________________________
 JA2032* NAD 83(1997) POSITION- 38 09 44.37598(N) 087 36 30.16220(W)   ADJUSTED
 JA2032* NAVD 88 ORTHO HEIGHT -   171.4   (meters)      562.    (feet) VERTCON3
 JA2032  ______________________________________________________________________
 JA2032  GEOID HEIGHT    -        -31.249 (meters)                     GEOID18
 JA2032  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JA2032  HORZ ORDER      -  FIRST
 JA2032
 JA2032.The horizontal coordinates were established by classical geodetic methods
 JA2032.and adjusted by the National Geodetic Survey in May 1999.
 JA2032
 JA2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2032
 JA2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2032.GEOID18 height accuracy estimate available here.
 JA2032
 JA2032.Click photographs - Photos may exist for this station.
 JA2032
 JA2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2032
 JA2032. The following values were computed from the NAD 83(1997) position.
 JA2032
 JA2032;                    North         East     Units Scale Factor Converg.
 JA2032;SPC IN W     -   323,641.632   853,987.218   MT  0.99999273   -0 19 27.9
 JA2032;SPC IN W     - 1,061,814.25  2,801,789.73   sFT  0.99999273   -0 19 27.9
 JA2032;UTM  16      - 4,224,000.589   446,703.717   MT  0.99963498   -0 22 33.3
 JA2032
 JA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2032!SPC IN W     -   0.99997801  x   0.99999273  =   0.99997074
 JA2032!UTM  16      -   0.99997801  x   0.99963498  =   0.99961300
 JA2032
 JA2032:                Primary Azimuth Mark                     Grid Az
 JA2032:SPC IN W     -  WOELKER AZ MK                            033 25 33.8
 JA2032:UTM  16      -  WOELKER AZ MK                            033 28 39.2
 JA2032
 JA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4670324000(NAD 83)
 JA2032
 JA2032|---------------------------------------------------------------------|
 JA2032| PID    Reference Object                     Distance      Geod. Az  |
 JA2032|                                                           dddmmss.s |
 JA2032| JA2030 FORT BRANCH EMGE PACKING TANK       APPROX. 9.3 KM 0132512.9 |
 JA2032| CG9452 WOELKER AZ MK                                      0330605.9 |
 JA2032| JA2028 HAUBSTADT ST JAMES CATH CH          APPROX. 3.2 KM 0575544.0 |
 JA2032| JA2038 ALUMINUM TK 3 MI N EVANSVILLE       APPROX.14.6 KM 1650417.6 |
 JA2032| CG9453 WOELKER RM 1                         29.592 METERS 17934     |
 JA2032| CG9454 WOELKER RM 2                         28.666 METERS 27222     |
 JA2032|---------------------------------------------------------------------|
 JA2032
 JA2032                          SUPERSEDED SURVEY CONTROL
 JA2032
 JA2032  NAD 83(1993)-  38 09 44.38134(N)    087 36 30.16188(W) AD(       ) 1
 JA2032  NAD 83(1986)-  38 09 44.38505(N)    087 36 30.16418(W) AD(       ) 1
 JA2032  NAD 27      -  38 09 44.23110(N)    087 36 30.07830(W) AD(       ) 1
 JA2032  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 JA2032
 JA2032.Superseded values are not recommended for survey control.
 JA2032
 JA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2032.See file dsdata.pdf to determine how the superseded data were derived.
 JA2032
 JA2032_MARKER: DS = TRIANGULATION STATION DISK
 JA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2032_STAMPING: WOELKER 1934
 JA2032_MARK LOGO: CGS
 JA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2032+STABILITY: SURFACE MOTION
 JA2032
 JA2032  HISTORY     - Date     Condition        Report By
 JA2032  HISTORY     - 1934     MONUMENTED       CGS
 JA2032  HISTORY     - 1961     GOOD             CGS
 JA2032  HISTORY     - 1967     GOOD             CGS
 JA2032  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 JA2032
 JA2032                          STATION DESCRIPTION
 JA2032
 JA2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 JA2032'THREE AND ONE-HALF MILES SOUTH-SOUTHWEST OF HAUBSTADT.  STATION IS ON
 JA2032'THE PROPERTY OF MR FRED L WOELKER OF EVANSVILLE, IND, ABOUT 2 MILES
 JA2032'SOUTHWEST OF THE ST JAMES CHURCH (CATHOLIC)  ABOUT 0.33 MILE SOUTH OF
 JA2032'THE GIBSON-VANDERBURGH COUNTY LINE.
 JA2032'
 JA2032'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 41 AND STATE HIGHWAY 68
 JA2032'ABOUT 11 MILES SOUTH OF PRINCETON, GO WEST ON HIGHWAY 68 FOR 1 MILE TO
 JA2032'RAILROAD CROSSING AT HAUBSTADT, CONTINUE STRAIGHT ACROSS RAILROAD FOR
 JA2032'3 BLOCKS AND TURN LEFT AT T-INTERSECTION, FOLLOWING OIL AND GRAVEL
 JA2032'ROAD FOR 2.7 MILES AND TURN RIGHT ON TO DIRT COUNTY ROAD AT A POINT
 JA2032'WHERE THE MAIN ROAD MAKES A SHARP LEFT TURN ACROSS RAILROAD TRACKS,
 JA2032'CONTINUE FOR 2.1 MILES ON THIS DIRT COUNTY ROAD AND TURN LEFT ON TO
 JA2032'PRIVATE ROAD AT THE TOP OF RIDGE, FOLLOW THIS ROAD WHICH BEARS TO THE
 JA2032'RIGHT AND THEN TO THE LEFT TO THE TOP OF THE HIGHEST RIDGE IN THE
 JA2032'VICINITY ABOUT 0.5 MILE DISTANT.  THE STATION IS 60 FEET SOUTHEAST OF
 JA2032'A 10-INCH FORKED ELM TREE, 200 FEET WEST-NORTHWEST OF A 12-INCH
 JA2032'SYCAMORE TREE, ABOUT 50 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 JA2032'OF INTERSECTION OF THE THREE SPURS OF THE RIDGE.
 JA2032'
 JA2032'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JA2032'DISKS SET IN CONCRETE.
 JA2032'
 JA2032'REFERENCE MARK NO 1 IS SOUTH OF STATION IN FIELD, ALONG THE WEST EDGE
 JA2032'OF THE SOUTH SPUR OF THE RIDGE.  OF THE RIDGE.
 JA2032'
 JA2032'REFERENCE MARK NO 2 IS WEST OF THE STATION, ALONG THE SOUTH EDGE OF
 JA2032'THE WEST SPUR OF THE RIDGE THAT THE STATION IS ON.
 JA2032'
 JA2032'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION ALONG ROAD LEADING TO
 JA2032'THE STATION AND 8 YARDS NORTH OF THE CENTER LINE THEREOF, 21 YARDS
 JA2032'WEST OF A SMALL CONCRETE CULVERT AT THE BOTTOM OF THE HILL.  IT IS ON
 JA2032'THE PROPERTY OF MR THEODORE WORMUTH.
 JA2032'
 JA2032'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JA2032'
 JA2032'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JA2032
 JA2032                          STATION RECOVERY (1961)
 JA2032
 JA2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2032'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JA2032'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  DUE
 JA2032'TO CHANGES IN DESCRIPTION TO STATION AND AT STATION SITE, A COMPLETE
 JA2032'NEW DESCRIPTION FOLLOWS.
 JA2032'
 JA2032'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHWEST OF EVANSVILLE, ABOUT
 JA2032'3.5 MILES SOUTH-SOUTHWEST OF HAUBSTADT AND ON PROPERTY OWNED BY MR
 JA2032'ARATUR H DEITSCH.
 JA2032'
 JA2032'TO REACH FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE HIGHWAY 68,
 JA2032'ABOUT 11 MILES SOUTH OF PRINCETON, GO WEST ON STATE HIGHWAY 68 FOR
 JA2032'0.15 MILE TO CROSS-STREET, TURN LEFT AND GO SOUTH ON BLACKTOP ROAD FOR
 JA2032'1.75 MILES TO ST JAMES CATHOLIC CHURCH ON LEFT, CONTINUE SOUTH FOR
 JA2032'0.85 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON BLACKTOP AND THE
 JA2032'GRAVELED ROAD FOR 1.75 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE
 JA2032'WEST 0.35 MILE TO A PRIVATE DRIVEWAY ON LEFT AND LOCKED GATE, TURN
 JA2032'LEFT AND GO SOUTH FOR 0.5 MILE TO A LARGE LOG CABIN ON LEFT, GO
 JA2032'EAST-SOUTHEASTERLY ACROSS LAWN FOR 0.05 MILE TO TRACK ROAD, FOLLOW
 JA2032'TRACK ROAD FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 JA2032'
 JA2032'STATION MARK, A STANDARD STATION DISK STAMPED WOELKER 1934, IS SET IN
 JA2032'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.  THE
 JA2032'MARK IS 53 FEET SOUTH OF THE CENTER OF TRACK ROAD, 44 FEET WEST OF THE
 JA2032'CENTER OF TRACK ROAD, 60 FEET SOUTHEAST OF A 12 INCH FORKED ELM TREE
 JA2032'AND 1.7 FEET WEST OF THE WITNESS POST.
 JA2032'
 JA2032'REFERENCE MARK 1, A STANDARD REFERENCE MARK STAMPED WOELKER NO 1 1934,
 JA2032'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 JA2032'INCHES.  THE MARK IS 97 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND
 JA2032'74 FEET WEST OF THE CENTER OF TRACK ROAD.
 JA2032'
 JA2032'REFERENCE MARK 2, A STANDARD REFERENCE MARK STAMPED WOELKER NO 2 1934,
 JA2032'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 8
 JA2032'INCHES.  THE MARK IS 95.8 FEET WEST OF THE WITNESS POST AND 70 FEET
 JA2032'SOUTH OF THE CENTER OF TRACK ROAD.
 JA2032'
 JA2032'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED WOELKER AZI 1934, IS SET
 JA2032'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JA2032'THE GROUND.  THE MARK IS 99 FEET WEST-NORTHWEST OF THE CENTER OF
 JA2032'DRIVEWAY TO FARM HOME, 65.5 FEET WEST-NORTHWEST OF WEST EDGE OF
 JA2032'CULVERT HEADWALL, 24 FEET NORTH OF CENTER OF ROAD, 2.2 FEET NORTH OF
 JA2032'THE WITNESS POST AND 1.5 FEET NORTH OF FENCE.
 JA2032'
 JA2032'NOTICE- PROPERTY OWNER MR ARATUR H DEITSCH MUST BE NOTIFIED BEFORE
 JA2032'TRESPASSING.  HIS TELEPHONE NO IS HA 47555 OR CR 62025.
 JA2032'
 JA2032'HEIGHT OF LIGHT ABOVE STATION MARK 29.9 METERS.
 JA2032
 JA2032                          STATION RECOVERY (1967)
 JA2032
 JA2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2032'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH WERE
 JA2032'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 JA2032'MARKS 1 AND 2 WERE CHECKED IN THE FIELD.  THE DIRECTION TO THE AZIMUTH
 JA2032'MARK WAS CHECKED IN THE FIELD.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 JA2032'
 JA2032'THE STATION IS ABOUT 15 MILES NORTH-NORTHWEST OF EVANSVILLE, 3.5 MILES
 JA2032'MILE SOUTH-SOUTHWEST OF HAUBSTADT AND ON THE PROPERTY OF MR A H
 JA2032'DEITSCH.
 JA2032'
 JA2032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND 68
 JA2032'(ABOUT 5 MILES SOUTH OF OWENSVILLE), GO EAST ON STATE HIGHWAY 68 FOR
 JA2032'3.5 MILES TO COUNTY ROAD 340.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 JA2032'340 FOR 2.2 MILES TO A PAVED SERVICE ROAD ON THE LEFT JUST AFTER
 JA2032'PASSING OVER INTERSTATE 64.  TURN LEFT AND GO EAST ON SERVICE ROAD FOR
 JA2032'0.95 MILE TO A LANE ON THE RIGHT.  (FROM THIS POINT CONTINUE EAST ON
 JA2032'SERVICE ROAD FOR 2.0 MILES TO A NORTH-SOUTH ROAD.  TURN LEFT AND PASS
 JA2032'OVER INTERSTATE 64 FOR 0.1 MILE TO A SERVICE ROAD ON THE LEFT.  TURN
 JA2032'LEFT AND GO WEST ON SERVICE ROAD FOR 1.65 MILES TO THE AZIMUTH MARK ON
 JA2032'THE RIGHT.) TURN RIGHT AND GO SOUTH ON ROCK LANE FOR 0.25 MILE TO A
 JA2032'GROUP OF BUILDINGS.  KEEP TO THE LEFT (WEST SIDE OF HOUSE) PASSING
 JA2032'BETWEEN BUTANE TANK AND CORN FIELD AND GO SOUTH FOR 0.05 MILE TO A
 JA2032'DIKE.  GO SOUTHEAST CROSSING DIKE FOR 0.1 MILE TO A ROW OF TREES.
 JA2032'KEEP TO THE NORTH AND WEST SIDE OF TREES FOR 0.2 MILE TO A WOODS ROAD
 JA2032'ON THE RIGHT.  TURN RIGHT AND GO EAST ON WOODS ROAD FOR 0.05 MILE TO A
 JA2032'DIM WOODS ROAD.  TURN LEFT AND GO NORTHEAST AND EAST ON DIM WOODS ROAD
 JA2032'FOR 0.1 MILE TO THE STATION.
 JA2032'
 JA2032'STATION MARKS ARE STANDARD DISKS STAMPED WOELKER 1934, SET IN THE TOP
 JA2032'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 12 INCHES ABOVE
 JA2032'THE SURFACE OF THE GROUND.  IT IS 16 FEET NORTHWEST OF A 10-INCH TREE
 JA2032'AND 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JA2032'
 JA2032'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WOELKER NO 1 1934, SET IN
 JA2032'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, PROJECTS 3 INCHES ABOVE
 JA2032'THE SURFACE OF THE GROUND.  IT IS 9 FEET EAST OF A MANY TRUNKED TREE
 JA2032'AND 1.3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JA2032'
 JA2032'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WOELKER NO 2 1934, SET IN
 JA2032'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES
 JA2032'ABOVE THE SURFACE OF THE GROUND.  IT 26 FEET NORTHWEST OF A TWIN
 JA2032'TRUNKED TREE AND 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN
 JA2032'ATTACHED.
 JA2032'
 JA2032'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED WOELKER AZI
 JA2032'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH,
 JA2032'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET
 JA2032'NORTH OF THE CENTER OF THE SERVICE ROAD, 2.4 FEET NORTH OF A METAL
 JA2032'WITNESS WITH SIGN ATTACHED AND 1 FOOT NORTH OF A FENCE.
 JA2032'
 JA2032'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA2032
 JA2032                          STATION RECOVERY (1995)
 JA2032
 JA2032'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2202 ***********************************************************************
 ME2202  DESIGNATION -  WOGOMON RESET
 ME2202  PID         -  ME2202
 ME2202  STATE/COUNTY-  IN/ELKHART
 ME2202  COUNTRY     -  US
 ME2202  USGS QUAD   -  WAKARUSA (2019)
 ME2202
 ME2202                         *CURRENT SURVEY CONTROL
 ME2202  ______________________________________________________________________
 ME2202* NAD 83(1997) POSITION- 41 33 21.59735(N) 086 00 07.03197(W)   ADJUSTED
 ME2202* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 ME2202  ______________________________________________________________________
 ME2202  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 ME2202  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 ME2202  HORZ ORDER      -  THIRD
 ME2202
 ME2202.The horizontal coordinates were established by classical geodetic methods
 ME2202.and adjusted by the National Geodetic Survey in May 1999.
 ME2202
 ME2202.The orthometric height was scaled from a topographic map.
 ME2202
 ME2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2202.GEOID18 height accuracy estimate available here.
 ME2202
 ME2202.Click photographs - Photos may exist for this station.
 ME2202
 ME2202.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2202
 ME2202. The following values were computed from the NAD 83(1997) position.
 ME2202
 ME2202;                    North         East     Units Scale Factor Converg.
 ME2202;SPC IN E     -   700,359.307    72,029.891   MT  0.99997629   -0 13 20.7
 ME2202;SPC IN E     - 2,297,762.16    236,318.07   sFT  0.99997629   -0 13 20.7
 ME2202;UTM  16      - 4,600,962.125   583,228.455   MT  0.99968524   +0 39 43.5
 ME2202
 ME2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2202!SPC IN E     -   0.99996485  x   0.99997629  =   0.99994114
 ME2202!UTM  16      -   0.99996485  x   0.99968524  =   0.99965010
 ME2202
 ME2202:                Primary Azimuth Mark                     Grid Az
 ME2202:SPC IN E     -  WOGOMON AZ MK                            002 03 45.5
 ME2202:UTM  16      -  WOGOMON AZ MK                            001 10 41.3
 ME2202
 ME2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8322800962(NAD 83)
 ME2202
 ME2202|---------------------------------------------------------------------|
 ME2202| PID    Reference Object                     Distance      Geod. Az  |
 ME2202|                                                           dddmmss.s |
 ME2202| CM4015 WOGOMON AZ MK                                      0015024.8 |
 ME2202| CM4017 WOGOMON RM 2                         24.700 METERS 07312     |
 ME2202| CM4016 WOGOMON RM 1                         25.819 METERS 35947     |
 ME2202|---------------------------------------------------------------------|
 ME2202
 ME2202                          SUPERSEDED SURVEY CONTROL
 ME2202
 ME2202  NAD 83(1994)-  41 33 21.60075(N)    086 00 07.03625(W) AD(       ) 3
 ME2202  NAD 83(1986)-  41 33 21.60043(N)    086 00 07.03856(W) AD(       ) 3
 ME2202  NAD 27      -  41 33 21.42420(N)    086 00 07.02820(W) AD(       ) 3
 ME2202
 ME2202.Superseded values are not recommended for survey control.
 ME2202
 ME2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2202.See file dsdata.pdf to determine how the superseded data were derived.
 ME2202
 ME2202_MARKER: DS = TRIANGULATION STATION DISK
 ME2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2202_STAMPING: WOGOMON 1952 1969
 ME2202_MARK LOGO: CGS
 ME2202_PROJECTION: FLUSH
 ME2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2202+STABILITY: SURFACE MOTION
 ME2202
 ME2202  HISTORY     - Date     Condition        Report By
 ME2202  HISTORY     - 1969     MONUMENTED       CGS
 ME2202  HISTORY     - 1980     GOOD             IN-039
 ME2202
 ME2202                          STATION DESCRIPTION
 ME2202
 ME2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2202'THE UNDERGROUND STATION MARK, AZIMUTH MARK AND THE REFERENCE MARKS
 ME2202'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 ME2202'DISTURBED BY GRADING OR DITCHING AND WAS RESET HOLDING THE UNDERGROUND
 ME2202'POINT.  DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW
 ME2202'DESCRIPTION FOLLOWS-
 ME2202'
 ME2202'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF NAPPANEE, 45 FEET
 ME2202'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 1 FOOT WEST OF A METAL
 ME2202'WITNESS POST, 42 FEET NORTH OF THE CENTERLINE OF NORTH DRIVE TO BARN,
 ME2202'39 FEET WEST OF THE CENTERLINE OF HIGHWAY 19, 172 FEET SOUTH OF A
 ME2202'CONCRETE RIGHT-OF-WAY POST, FLUSH WITH THE GROUND AND THE DISK IS
 ME2202'STAMPED WOGOMON 1952 1969.
 ME2202'
 ME2202'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2202'HIGHWAY 19 IN NAPPANEE, GO NORTH ON HIGHWAY 19 FOR 7.75 MILES TO THE
 ME2202'STATION ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO
 ME2202'THE AZIMUTH MARK ON THE RIGHT.
 ME2202'
 ME2202'REFERENCE MARK 1 IS 1 FOOT EAST OF THE WEST EDGE OF A CULTIVATED
 ME2202'FIELD, 85 FEET NORTH OF THE METAL WITNESS POST, 87 FEET SOUTH OF THE
 ME2202'RIGHT-OF-WAY MARKER AND 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ME2202'THE MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED WOGOMON NO
 ME2202'1 1952.
 ME2202'
 ME2202'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A POWER POLE, 39 FEET EAST OF THE
 ME2202'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE AND 2 FEET SOUTH OF
 ME2202'A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2202'WOGOMON NO 2 1952.
 ME2202'
 ME2202'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A METAL WITNESS POST, 3 FEET
 ME2202'SOUTH OF A HEDGE ROW, 15 FEET SOUTHWEST OF A 24 INCH MAPLE TREE, 27
 ME2202'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 72 FEET SOUTH OF THE
 ME2202'SOUTHWEST CORNER OF A FRAME HOUSE.  THE MONUMENT PROJECTS 5 INCHES AND
 ME2202'THE DISK IS STAMPED WOGOMON 1952.
 ME2202'
 ME2202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1-1/4 MILES
 ME2202'NORTHEAST OF WAKARUSA.
 ME2202'
 ME2202'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME2202
 ME2202                          STATION RECOVERY (1980)
 ME2202
 ME2202'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 ME2202'WOGOMON 1952 1969 RECOVERED GOOD.  FOUND AS DESCRIBED.  WOGOMON NO. 1
 ME2202'1952 RECOVERED GOOD.  FOUND AS DESCRIBED.  WOGOMON NO. 2 1952 NOT
 ME2202'FOUND.  AZIMUTH MARK FOUND AS DESCRIBED.  DISTANCE AND DIRECTION FROM
 ME2202'NEAREST TOWN--1.25 MILE NORTHEAST OF WAKARUSA, INDIANA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2140 ***********************************************************************
 LB2140  DESIGNATION -  WOLCOTT
 LB2140  PID         -  LB2140
 LB2140  STATE/COUNTY-  IN/WHITE
 LB2140  COUNTRY     -  US
 LB2140  USGS QUAD   -  WOLCOTT (2019)
 LB2140
 LB2140                         *CURRENT SURVEY CONTROL
 LB2140  ______________________________________________________________________
 LB2140* NAD 83(1997) POSITION- 40 45 00.64036(N) 087 02 28.81810(W)   ADJUSTED
 LB2140* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 LB2140  ______________________________________________________________________
 LB2140  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 LB2140  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LB2140  HORZ ORDER      -  SECOND
 LB2140
 LB2140.The horizontal coordinates were established by classical geodetic methods
 LB2140.and adjusted by the National Geodetic Survey in May 1999.
 LB2140
 LB2140.The orthometric height was scaled from a topographic map.
 LB2140
 LB2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2140.GEOID18 height accuracy estimate available here.
 LB2140
 LB2140.Click photographs - Photos may exist for this station.
 LB2140
 LB2140.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2140
 LB2140. The following values were computed from the NAD 83(1997) position.
 LB2140
 LB2140;                    North         East     Units Scale Factor Converg.
 LB2140;SPC IN W     -   610,816.849   903,546.444   MT  0.99996682   +0 01 38.7
 LB2140;SPC IN W     - 2,003,988.28  2,964,385.29   sFT  0.99996682   +0 01 38.7
 LB2140;UTM  16      - 4,511,025.861   496,510.287   MT  0.99960015   -0 01 37.1
 LB2140
 LB2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2140!SPC IN W     -   0.99997093  x   0.99996682  =   0.99993775
 LB2140!UTM  16      -   0.99997093  x   0.99960015  =   0.99957109
 LB2140
 LB2140:                Primary Azimuth Mark                     Grid Az
 LB2140:SPC IN W     -  WOLCOTT AZ MK                            272 17 30.1
 LB2140:UTM  16      -  WOLCOTT AZ MK                            272 20 45.9
 LB2140
 LB2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9651011025(NAD 83)
 LB2140
 LB2140|---------------------------------------------------------------------|
 LB2140| PID    Reference Object                     Distance      Geod. Az  |
 LB2140|                                                           dddmmss.s |
 LB2140| CM4019 WOLCOTT RM 1                         27.008 METERS 05429     |
 LB2140| CM4020 WOLCOTT RM 2                         25.838 METERS 19010     |
 LB2140| CM4018 WOLCOTT AZ MK                                      2721908.8 |
 LB2140| LB2147 REMINGTON SACRED HEART CATH CH      APPROX. 9.5 KM 2780255.3 |
 LB2140| LB2144 REMINGTON MUNICIPAL WATER TWR       APPROX. 9.3 KM 2780840.4 |
 LB2140| LB2141 WOLCOTT MUNICIPAL TANK              APPROX. 0.8 KM 3544647.4 |
 LB2140|---------------------------------------------------------------------|
 LB2140
 LB2140                          SUPERSEDED SURVEY CONTROL
 LB2140
 LB2140  NAD 83(1986)-  40 45 00.64635(N)    087 02 28.82858(W) AD(       ) 2
 LB2140  NAD 27      -  40 45 00.50480(N)    087 02 28.76880(W) AD(       ) 2
 LB2140
 LB2140.Superseded values are not recommended for survey control.
 LB2140
 LB2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2140.See file dsdata.pdf to determine how the superseded data were derived.
 LB2140
 LB2140_MARKER: DS = TRIANGULATION STATION DISK
 LB2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2140_STAMPING: WOLCOTT 1955
 LB2140_MARK LOGO: CGS
 LB2140_PROJECTION: FLUSH
 LB2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2140+STABILITY: SURFACE MOTION
 LB2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2140+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 LB2140
 LB2140  HISTORY     - Date     Condition        Report By
 LB2140  HISTORY     - 1955     MONUMENTED       CGS
 LB2140  HISTORY     - 1964     GOOD             CGS
 LB2140  HISTORY     - 20080421 GOOD             FARNGP
 LB2140
 LB2140                          STATION DESCRIPTION
 LB2140
 LB2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2140'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U. S.
 LB2140'HIGHWAY 231 AND A PAVED ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF
 LB2140'U. S. HIGHWAYS 231 AND 24 AT THE SOUTH EDGE OF WOLCOTT.  IT IS 120
 LB2140'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF HIGHWAY 231
 LB2140'AND THE PAVED ROAD, 100 FEET SOUTH OF THE CENTER OF THE PAVED
 LB2140'ROAD, 50 FEET EAST OF THE CENTER OF THE HIGHWAY AND 14 FEET
 LB2140'NORTHWEST OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH
 LB2140'AND THE DISK IS STAMPED WOLCOTT 1955.
 LB2140'
 LB2140'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE CENTER OF THE PAVED
 LB2140'ROAD, 22 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT NORTHWEST OF A
 LB2140'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WOLCOTT NO 1
 LB2140'1955.
 LB2140'
 LB2140'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 LB2140'1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2140'WOLCOTT NO 2 1955.
 LB2140'
 LB2140'AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 1 FOOT
 LB2140'EAST OF A POWER LINE POLE, 1 FOOT NORTHWEST OF A WHITE WITNESS POST
 LB2140'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2140'THE DISK IS STAMPED WOLCOTT 1955.
 LB2140'
 LB2140'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED ROAD
 LB2140'FOR 0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2140'
 LB2140'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2140
 LB2140                          STATION RECOVERY (1964)
 LB2140
 LB2140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 LB2140'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 LB2140'THAT THE PRESENT RECOVERER MEASURED THE DISTANCES TO NOS. 1 AND 2
 LB2140'R. M.S RESPECTIVELY AS 88.53 FEET OR 26.985 METERS AND 84.73 FEET
 LB2140'OR 25.828 METERS INSTEAD OF THE 88.61 FEET AND 84.77 FEET AS IN THE
 LB2140'ORIGINAL DESCRIPTION.  IT MAY BE WORTHWHILE TO ADD THAT THE
 LB2140'AZIMUTH MARK IS ABOUT 93 YARDS E OF A PLACE ENTRANCE ROAD OR
 LB2140'DRIVEWAY AND 2 FEET E OF POWER POLE NO. 732/717.
 LB2140'
 LB2140'NOTE TO OFFICE--THIS RECOVERY WAS MADE ON THE REPORT OF A CITIZEN
 LB2140'THAT HEAVY MACHINERY PARKED ON THE MARKS MAY HAVE DISTURBED THEM.
 LB2140'THERE WAS NO EVIDENCE OF ANY DISTURBANCE UNLESS THE DISTANCES TO
 LB2140'REFERENCE MARKS WERE TO BE SO CONSIDERED.  THE UNDERSIGNED
 LB2140'CONSIDERS THAT THE CITIZEN, MR. HOLDERLY OF REMINGTON, INDIANA,
 LB2140'MAYBE DID NOT THINK THAT THE MARKS WOULD WITHSTAND CONSIDERABLE
 LB2140'PRESSURES FROM ABOVE WITHOUT DISTURBING THEM.  THERE WERE NO
 LB2140'CRACKS AROUND THE MARKS AND NO IMPRINTS IN THE GROUND SUCH AS IS
 LB2140'BELIEVED WOULD HAVE SURELY OCCURED IN EVENT OF DISPLACEMENT.
 LB2140
 LB2140                          STATION RECOVERY (2008)
 LB2140
 LB2140'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB2140'SATELLITE OBERVATION ON MAY 1 2008
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AH5611 ***********************************************************************
 AH5611  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5611  DESIGNATION -  WOLCOTT CORS ARP
 AH5611  CORS_ID     -  WLCI
 AH5611  PID         -  AH5611
 AH5611  STATE/COUNTY-  IN/WHITE
 AH5611  COUNTRY     -  US
 AH5611  USGS QUAD   -  WOLCOTT (2019)
 AH5611
 AH5611                         *CURRENT SURVEY CONTROL
 AH5611  ______________________________________________________________________
 AH5611* NAD 83(2011) POSITION- 40 48 30.24115(N) 087 03 07.12840(W)   ADJUSTED
 AH5611* NAD 83(2011) ELLIP HT-   181.528 (meters)        (04/??/25)   ADJUSTED
 AH5611* NAD 83(2011) EPOCH   -  2010.00
 AH5611  ______________________________________________________________________
 AH5611  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 AH5611  NAD 83(2011) X  -    248,646.386 (meters)                     COMP
 AH5611  NAD 83(2011) Y  - -4,828,262.689 (meters)                     COMP
 AH5611  NAD 83(2011) Z  -  4,146,460.162 (meters)                     COMP
 AH5611
 AH5611  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5611  Standards:
 AH5611         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5611            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5611  -------------------------------------------------------------------
 AH5611  NETWORK    0.07   0.16           0.03   0.02   0.08     -0.15395100
 AH5611  -------------------------------------------------------------------
 AH5611
 AH5611.The coordinates were established by GPS observations
 AH5611.and adjusted by the National Geodetic Survey in April 2025.
 AH5611
 AH5611.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5611.been affixed to the stable North American Tectonic Plate. 
 AH5611
 AH5611.The coordinates are valid at the epoch date displayed above
 AH5611.which is a decimal equivalence of Year/Month/Day.
 AH5611
 AH5611.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AH5611.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AH5611.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AH5611.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AH5611.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AH5611.published epoch of 2010.00.
 AH5611
 AH5611.Additional information on MYCS is available at:
 AH5611.https://geodesy.noaa.gov/CORS/index.shtml
 AH5611
 AH5611.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5611.GEOID18 height accuracy estimate available here.
 AH5611
 AH5611.The PID for the CORS L1 Phase Center is AH5612.
 AH5611
 AH5611.Click photographs - Photos may exist for this station.
 AH5611
 AH5611.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5611
 AH5611.The ellipsoidal height was determined by GPS observations
 AH5611.and is referenced to NAD 83.
 AH5611
 AH5611. The following values were computed from the NAD 83(2011) position.
 AH5611
 AH5611;                    North         East     Units Scale Factor Converg.
 AH5611;SPC IN W     -   617,281.840   902,645.445   MT  0.99996675   +0 01 13.8
 AH5611;SPC IN W     - 2,025,198.84  2,961,429.26   sFT  0.99996675   +0 01 13.8
 AH5611;UTM  16      - 4,517,489.334   495,615.758   MT  0.99960024   -0 02 02.3
 AH5611
 AH5611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5611!SPC IN W     -   0.99997153  x   0.99996675  =   0.99993828
 AH5611!UTM  16      -   0.99997153  x   0.99960024  =   0.99957178
 AH5611
 AH5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9561517489(NAD 83)
 AH5611
 AH5611                          SUPERSEDED SURVEY CONTROL
 AH5611
 AH5611  NAD 83(2011)-  40 48 30.24126(N)    087 03 07.12840(W) AD(2010.00) c
 AH5611  ELLIP H (06/??/19)  181.530  (m)                       GP(2010.00) c c
 AH5611  NAD 83(2011)-  40 48 30.24142(N)    087 03 07.12807(W) AD(2010.00) c
 AH5611  NAD 83(2011)-  40 48 30.24125(N)    087 03 07.12840(W) AD(2010.00) c
 AH5611  ELLIP H (08/??/11)  181.528  (m)                       GP(2010.00) c c
 AH5611  NAD 83(2007)-  40 48 30.24157(N)    087 03 07.12926(W) AD(2002.00) c
 AH5611  NAD 83(CORS)-  40 48 30.24157(N)    087 03 07.12926(W) AD(2002.00) c
 AH5611  ELLIP H (03/??/02)  181.558  (m)                       GP(2002.00) c c
 AH5611  NAD 83(CORS)-  40 48 30.24148(N)    087 03 07.12931(W) AD(1997.00) c
 AH5611  ELLIP H (12/??/98)  181.571  (m)                       GP(1997.00) c c
 AH5611
 AH5611.Superseded values are not recommended for survey control.
 AH5611
 AH5611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5611.See file dsdata.pdf to determine how the superseded data were derived.
 AH5611
 AH5611_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5611
 AH5611                          STATION DESCRIPTION
 AH5611
 AH5611'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AH5611'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AH5611'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AH5611'AND LOG FILES ACCESSIBLE AT:
 AH5611'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2141 ***********************************************************************
 LB2141  DESIGNATION -  WOLCOTT MUNICIPAL TANK
 LB2141  PID         -  LB2141
 LB2141  STATE/COUNTY-  IN/WHITE
 LB2141  COUNTRY     -  US
 LB2141  USGS QUAD   -  WOLCOTT (2019)
 LB2141
 LB2141                         *CURRENT SURVEY CONTROL
 LB2141  ______________________________________________________________________
 LB2141* NAD 83(1997) POSITION- 40 45 27.92327(N) 087 02 32.09612(W)   ADJUSTED
 LB2141  ______________________________________________________________________
 LB2141  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LB2141  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 LB2141  HORZ ORDER      -  THIRD
 LB2141
 LB2141.The horizontal coordinates were established by classical geodetic methods
 LB2141.and adjusted by the National Geodetic Survey in May 1999.
 LB2141
 LB2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2141.GEOID18 height accuracy estimate available here.
 LB2141
 LB2141.Click photographs - Photos may exist for this station.
 LB2141
 LB2141.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2141
 LB2141. The following values were computed from the NAD 83(1997) position.
 LB2141
 LB2141;                    North         East     Units Scale Factor Converg.
 LB2141;SPC IN W     -   611,658.381   903,469.153   MT  0.99996681   +0 01 36.6
 LB2141;SPC IN W     - 2,006,749.20  2,964,131.71   sFT  0.99996681   +0 01 36.6
 LB2141;UTM  16      - 4,511,867.156   496,433.824   MT  0.99960016   -0 01 39.3
 LB2141
 LB2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9643311867(NAD 83)
 LB2141
 LB2141                          SUPERSEDED SURVEY CONTROL
 LB2141
 LB2141  NAD 83(1986)-  40 45 27.92933(N)    087 02 32.10651(W) AD(       ) 3
 LB2141  NAD 27      -  40 45 27.78800(N)    087 02 32.04600(W) AD(       ) 3
 LB2141
 LB2141.Superseded values are not recommended for survey control.
 LB2141
 LB2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2141.See file dsdata.pdf to determine how the superseded data were derived.
 LB2141
 LB2141_MARKER: 53 = ELEVATED TANK
 LB2141
 LB2141  HISTORY     - Date     Condition        Report By
 LB2141  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2141
 LB2141                          STATION DESCRIPTION
 LB2141
 LB2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2141'STATION IS THE CENTER OF THE METAL CAP AT THE APEX OF THE ROOF OF THE
 LB2141'MUNICIPAL WATER TANK, LOCATED NEAR THE CENTER OF WOLCOTT, 0.1 MILE
 LB2141'WEST OF U. S. HIGHWAY 24 AND ABOUT 50 FEET SOUTH OF A RAILROAD
 LB2141'TRACK.  IT IS AN OVAL SHAPED STEEL TANK ATOP A 4 LEGGED TUBULAR
 LB2141'STEEL STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  A RED
 LB2141'LIGHT IS MOUNTED ATOP A SHORT METAL STAFF NEAR THE WEST EDGE OF
 LB2141'THE TANK.
 LB2141'
 LB2141'HEIGHT OF THE TOP OF THE TANK ABOVE GROUND IS 122 FEET.  HEIGHT WAS
 LB2141'DETERMINED BY USE OF HAND LEVEL.  RECORDED IN VOL. 31 PAGE 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2528 ***********************************************************************
 ME2528  DESIGNATION -  WOLF
 ME2528  PID         -  ME2528
 ME2528  STATE/COUNTY-  IN/PORTER
 ME2528  COUNTRY     -  US
 ME2528  USGS QUAD   -  KOUTS (2019)
 ME2528
 ME2528                         *CURRENT SURVEY CONTROL
 ME2528  ______________________________________________________________________
 ME2528* NAD 83(1997) POSITION- 41 20 24.94539(N) 087 01 35.07157(W)   ADJUSTED
 ME2528* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 ME2528  ______________________________________________________________________
 ME2528  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 ME2528  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2528  HORZ ORDER      -  THIRD
 ME2528
 ME2528.The horizontal coordinates were established by classical geodetic methods
 ME2528.and adjusted by the National Geodetic Survey in May 1999.
 ME2528
 ME2528.The orthometric height was scaled from a topographic map.
 ME2528
 ME2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2528.GEOID18 height accuracy estimate available here.
 ME2528
 ME2528.Click photographs - Photos may exist for this station.
 ME2528
 ME2528.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2528
 ME2528. The following values were computed from the NAD 83(1997) position.
 ME2528
 ME2528;                    North         East     Units Scale Factor Converg.
 ME2528;SPC IN W     -   676,347.112   904,764.485   MT  0.99996695   +0 02 15.4
 ME2528;SPC IN W     - 2,218,982.15  2,968,381.48   sFT  0.99996695   +0 02 15.4
 ME2528;UTM  16      - 4,576,530.895   497,790.443   MT  0.99960006   -0 01 02.8
 ME2528
 ME2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2528!SPC IN W     -   0.99997223  x   0.99996695  =   0.99993918
 ME2528!UTM  16      -   0.99997223  x   0.99960006  =   0.99957230
 ME2528
 ME2528:                Primary Azimuth Mark                     Grid Az
 ME2528:SPC IN W     -  U 143                                    312 05 16.2
 ME2528:UTM  16      -  U 143                                    312 08 34.4
 ME2528
 ME2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9779076530(NAD 83)
 ME2528
 ME2528|---------------------------------------------------------------------|
 ME2528| PID    Reference Object                     Distance      Geod. Az  |
 ME2528|                                                           dddmmss.s |
 ME2528| CM4021 WOLF RM 1                            24.995 METERS 01503     |
 ME2528| CM4022 WOLF RM 2                            23.960 METERS 09756     |
 ME2528| ME1320 T 143                                              1782810.1 |
 ME2528| ME1319 U 143                                              3120731.6 |
 ME2528|---------------------------------------------------------------------|
 ME2528
 ME2528                          SUPERSEDED SURVEY CONTROL
 ME2528
 ME2528  NAD 83(1986)-  41 20 24.95069(N)    087 01 35.07562(W) AD(       ) 3
 ME2528  NAD 27      -  41 20 24.81180(N)    087 01 34.97980(W) AD(       ) 3
 ME2528
 ME2528.Superseded values are not recommended for survey control.
 ME2528
 ME2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2528.See file dsdata.pdf to determine how the superseded data were derived.
 ME2528
 ME2528_MARKER: DS = TRIANGULATION STATION DISK
 ME2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2528_STAMPING: WOLF 1952
 ME2528_MARK LOGO: CGS
 ME2528_PROJECTION: FLUSH
 ME2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2528+STABILITY: SURFACE MOTION
 ME2528
 ME2528  HISTORY     - Date     Condition        Report By
 ME2528  HISTORY     - 1952     MONUMENTED       CGS
 ME2528  HISTORY     - 1956     GOOD             CGS
 ME2528
 ME2528                          STATION DESCRIPTION
 ME2528
 ME2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2528'STATION IS LOCATED ABOUT 1-1/2 MILE NORTH OF KOUTS ON PROPERTY OF AND
 ME2528'NEAR THE HOME OF MR. C.  EICKLEBERGER.  IT IS 105 FEET SOUTHWEST OF
 ME2528'THE SOUTHWEST CORNER OF THE HOUSE, 35 FEET NORTH OF THE CENTER OF
 ME2528'STATE HIGHWAY 49, 14 FEET EAST OF A FENCE AND 13 FEET NORTH OF A FENCE
 ME2528'AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2528'WOLF 1952.
 ME2528'
 ME2528'REFERENCE MARK NO. 1 IS 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2528'THE HOUSE AND IS SET AT THE SOUTH EDGE OF A CHICKEN HOUSE.  THE MARK
 ME2528'IS FLUSH AND THE DISK IS STAMPED WOLF NO 1 1952.
 ME2528'
 ME2528'REFERENCE MARK NO. 2 IS IN A FENCE CORNER, 39 FEET SOUTHWEST OF THE
 ME2528'SOUTHWEST CORNER OF THE HOUSE.  THE MARK IS FLUSH AND THE DISK IS
 ME2528'STAMPED WOLF NO 2 1952.
 ME2528'
 ME2528'BENCH MARK T 143 CAN BE USED AS AN AZIMUTH MARK.  IT IS 32 FEET NORTH
 ME2528'OF THE CENTER OF A GRAVEL ROAD, 29 FEET WEST OF THE CENTER OF STATE
 ME2528'HIGHWAY 49, 8 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE
 ME2528'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS A 10 BY 10 INCH
 ME2528'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES WITH A STANDARD U.S. COAST
 ME2528'AND GEODETIC SURVEY BENCH MARK DISK STAMPED T 143 1946.
 ME2528'
 ME2528'BENCH MARK U 143 CAN BE USED AS AN AZIMUTH MARK.  IT IS 29 FEET EAST
 ME2528'OF THE CENTER OF STATE HIGHWAY 49, 2 FEET NORTH OF A TELEPHONE POLE, 2
 ME2528'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 ME2528'MARK IS A 10 BY 10 INCH CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 ME2528'WITH A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 ME2528'U 143 1946.
 ME2528'
 ME2528'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2528'KOUTS, GO NORTH ON HIGHWAY 49 FOR 1.0 MILE TO BENCH MARK T 143 ON THE
 ME2528'LEFT, WEST, SIDE OF HIGHWAY, CONTINUE NORTH ON HIGHWAY FOR 0.5 MILE TO
 ME2528'WHERE HIGHWAY TURNS WEST AND THE STATION ON THE RIGHT, NORTH, SIDE OF
 ME2528'HIGHWAY, CONTINUE WEST ON HIGHWAY FOR 0.3 MILE TO WHERE HIGHWAY TURNS
 ME2528'NORTH, CONTINUE NORTH ON HIGHWAY FOR 0.15 MILE TO BENCH MARK U 143 ON
 ME2528'THE RIGHT, EAST, SIDE OF HIGHWAY.
 ME2528'
 ME2528'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2528
 ME2528                          STATION RECOVERY (1956)
 ME2528
 ME2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ME2528'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2528'CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN DESTROYED.  ROAD
 ME2528'CONSTRUCTION WORK ON STATE HIGHWAY 49 WILL DESTROY THE STATION AND
 ME2528'REFERENCE MARK NO. 2 AND BENCH MARK T 143 WHICH WAS USED AS AN AZIMUTH
 ME2528'MARK.  BENCH MARK U 143 WHICH WAS USED AS AN AZIMUTH MARK, ALSO, WAS
 ME2528'NOT IN THE WAY OF THE ROAD CONSTRUCTION.  THEREFORE, A NEW STATION,
 ME2528'WOLF 2 1956, WAS ESTABLISHED ON LINE BETWEEN THIS STATION AND BENCH
 ME2528'MARK U 143 1946.  FOR DETAILS, SEE THE DESCRIPTION OF WOLF 2 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1631 ***********************************************************************
 MD1631  DESIGNATION -  WOLF
 MD1631  PID         -  MD1631
 MD1631  STATE/COUNTY-  IN/NOBLE
 MD1631  COUNTRY     -  US
 MD1631  USGS QUAD   -  ORMAS (2019)
 MD1631
 MD1631                         *CURRENT SURVEY CONTROL
 MD1631  ______________________________________________________________________
 MD1631* NAD 83(1997) POSITION- 41 20 49.72428(N) 085 30 45.47602(W)   ADJUSTED
 MD1631* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 MD1631  ______________________________________________________________________
 MD1631  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 MD1631  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 MD1631  HORZ ORDER      -  SECOND
 MD1631
 MD1631.The horizontal coordinates were established by classical geodetic methods
 MD1631.and adjusted by the National Geodetic Survey in May 1999.
 MD1631
 MD1631.The orthometric height was scaled from a topographic map.
 MD1631
 MD1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1631.GEOID18 height accuracy estimate available here.
 MD1631
 MD1631.Click photographs - Photos may exist for this station.
 MD1631
 MD1631.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1631
 MD1631. The following values were computed from the NAD 83(1997) position.
 MD1631
 MD1631;                    North         East     Units Scale Factor Converg.
 MD1631;SPC IN E     -   677,121.403   112,891.054   MT  0.99996871   +0 06 06.3
 MD1631;SPC IN E     - 2,221,522.47    370,376.73   sFT  0.99996871   +0 06 06.3
 MD1631;UTM  16      - 4,578,361.786   624,433.097   MT  0.99979055   +0 58 57.8
 MD1631
 MD1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1631!SPC IN E     -   0.99996132  x   0.99996871  =   0.99993003
 MD1631!UTM  16      -   0.99996132  x   0.99979055  =   0.99975188
 MD1631
 MD1631:                Primary Azimuth Mark                     Grid Az
 MD1631:SPC IN E     -  WOLF AZ MK                               151 46 11.6
 MD1631:UTM  16      -  WOLF AZ MK                               150 53 20.1
 MD1631
 MD1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2443378361(NAD 83)
 MD1631
 MD1631|---------------------------------------------------------------------|
 MD1631| PID    Reference Object                     Distance      Geod. Az  |
 MD1631|                                                           dddmmss.s |
 MD1631| CC9648 WOLF RM 1                            29.071 METERS 06546     |
 MD1631| CC9647 WOLF AZ MK                                         1515217.9 |
 MD1631| CC9649 WOLF RM 2                            28.764 METERS 35226     |
 MD1631|---------------------------------------------------------------------|
 MD1631
 MD1631                          SUPERSEDED SURVEY CONTROL
 MD1631
 MD1631  NAD 83(1995)-  41 20 49.72640(N)    085 30 45.48436(W) AD(       ) 2
 MD1631  NAD 83(1986)-  41 20 49.72573(N)    085 30 45.48915(W) AD(       ) 2
 MD1631  NAD 27      -  41 20 49.55330(N)    085 30 45.54830(W) AD(       ) 2
 MD1631
 MD1631.Superseded values are not recommended for survey control.
 MD1631
 MD1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1631.See file dsdata.pdf to determine how the superseded data were derived.
 MD1631
 MD1631_MARKER: DS = TRIANGULATION STATION DISK
 MD1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1631_STAMPING: WOLF 1946
 MD1631_MARK LOGO: CGS
 MD1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1631+STABILITY: SURFACE MOTION
 MD1631
 MD1631  HISTORY     - Date     Condition        Report By
 MD1631  HISTORY     - 1946     MONUMENTED       CGS
 MD1631  HISTORY     - 1960     GOOD             CGS
 MD1631
 MD1631                          STATION DESCRIPTION
 MD1631
 MD1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1631'THIS STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF WOLF LAKE, ALONG THE
 MD1631'EAST SIDE OF U.S.  HIGHWAY 33.  IT IS 50 FEET EAST OF THE CENTERLINE
 MD1631'OF U.S. HIGHWAY 33, 38 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD.
 MD1631'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WOLF 1946.
 MD1631'
 MD1631'REFERENCE MARK NO. 1 IS 95.38 FEET NORTHEAST OF THE STATION.  IT IS 20
 MD1631'FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD.  THE MARK PROJECTS 4
 MD1631'INCHES AND THE DISK IS STAMPED WOLF NO 1 1946.
 MD1631'
 MD1631'REFERENCE MARK NO. 2 IS 94.37 FEET NORTH OF THE STATION.  IT IS 57
 MD1631'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD AND 60 FEET EAST OF THE
 MD1631'CENTERLINE OF U.S. HIGHWAY 33.  THE MARK PROJECTS 6 INCHES AND THE
 MD1631'DISK IS STAMPED WOLF NO 2 1946.
 MD1631'
 MD1631'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 52 FEET
 MD1631'WEST OF THE CENTERLINE OF U.S. HIGHWAY 33 AND 3 FEET SOUTH OF A
 MD1631'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WOLF
 MD1631'1946.
 MD1631'
 MD1631'TO REACH THE STATION FROM WOLF LAKE, GO NORTH ON U.S. HIGHWAY 33 FOR
 MD1631'0.8 MILE TO A T-ROAD RIGHT, AND THE STATION IN THE SOUTHEAST ANGLE AS
 MD1631'DESCRIBED.
 MD1631'
 MD1631'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON U.S. HIGHWAY 33 FOR
 MD1631'0.4 MILE AND THE AZIMUTH AS DESCRIBED.
 MD1631'
 MD1631'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1631
 MD1631                          STATION RECOVERY (1960)
 MD1631
 MD1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 MD1631'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED EXCEPT
 MD1631'AS HEREINAFTER CORRECTED OR AMENDED.
 MD1631'
 MD1631'ABOUT 1.3 MILES NORTHWESTERLY ALONG NO. 33 U.S. HIGHWAY FROM THE POST
 MD1631'OFFICE IN WOLF LAKE, 48 FEET E OF CENTER LINE OF 18-FOOT CONCRETE HWY.
 MD1631'PAVEMENT, 35 FEET S OF CENTER LINE OF GRADED ROAD, ABOUT 225 YARDS N
 MD1631'OF N END OF LONG HWY. CURVE, 2.4 FEET N OF STEEL WITNESS POST, AND
 MD1631'PROJECTING 0.4 FOOT ABOVE GROUND.
 MD1631'
 MD1631'REFERENCE MARK NO. 1 IS 95.28 FEET OR 29.041 METERS ENE OF STATION AND
 MD1631'141 FEET E OF CENTER LINE OF THE HIGHWAY.
 MD1631'
 MD1631'REFERENCE MARK NO. 2 IS 94.31 FEET OR 28.746 METERS N OF STATION AND
 MD1631'55 FEET E OF CENTER LINE OF THE HIGHWAY.
 MD1631'
 MD1631'AZIMUTH MARK, NOTE 16A, IS 2 FEET N OF NO. F 108 CREOSOTED POWER POLE,
 MD1631'AND 14 FEET E OF PROJECTED CENTER LINE OF GRAVELED ROAD FROM THE
 MD1631'NORTH.
 MD1631'
 MD1631'THE DISTANCE IN THE TO REACH THE STATION PARAGRAPH SHOULD BE 1.3 MILES
 MD1631'INSTEAD OF THE GIVEN 0.8 MILE WHICH IS ABOUT THE DISTANCE TO THE
 MD1631'AZIMUTH MARK FROM THE TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2527 ***********************************************************************
 ME2527  DESIGNATION -  WOLF 2
 ME2527  PID         -  ME2527
 ME2527  STATE/COUNTY-  IN/PORTER
 ME2527  COUNTRY     -  US
 ME2527  USGS QUAD   -  KOUTS (2019)
 ME2527
 ME2527                         *CURRENT SURVEY CONTROL
 ME2527  ______________________________________________________________________
 ME2527* NAD 83(1997) POSITION- 41 20 25.12139(N) 087 01 35.32980(W)   ADJUSTED
 ME2527* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 ME2527  ______________________________________________________________________
 ME2527  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 ME2527  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 ME2527  HORZ ORDER      -  SECOND
 ME2527
 ME2527.The horizontal coordinates were established by classical geodetic methods
 ME2527.and adjusted by the National Geodetic Survey in May 1999.
 ME2527
 ME2527.The orthometric height was scaled from a topographic map.
 ME2527
 ME2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2527.GEOID18 height accuracy estimate available here.
 ME2527
 ME2527.Click photographs - Photos may exist for this station.
 ME2527
 ME2527.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2527
 ME2527. The following values were computed from the NAD 83(1997) position.
 ME2527
 ME2527;                    North         East     Units Scale Factor Converg.
 ME2527;SPC IN W     -   676,352.537   904,758.478   MT  0.99996695   +0 02 15.2
 ME2527;SPC IN W     - 2,218,999.95  2,968,361.77   sFT  0.99996695   +0 02 15.2
 ME2527;UTM  16      - 4,576,536.324   497,784.443   MT  0.99960006   -0 01 03.0
 ME2527
 ME2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2527!SPC IN W     -   0.99997223  x   0.99996695  =   0.99993918
 ME2527!UTM  16      -   0.99997223  x   0.99960006  =   0.99957230
 ME2527
 ME2527:                Primary Azimuth Mark                     Grid Az
 ME2527:SPC IN W     -  U 143                                    312 05 13.0
 ME2527:UTM  16      -  U 143                                    312 08 31.2
 ME2527
 ME2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9778476536(NAD 83)
 ME2527
 ME2527|---------------------------------------------------------------------|
 ME2527| PID    Reference Object                     Distance      Geod. Az  |
 ME2527|                                                           dddmmss.s |
 ME2527| CM4025 WOLF 2 RM 3                          38.676 METERS 09300     |
 ME2527| ME2528 WOLF                                  8.095 METERS 13207     |
 ME2527| ME2525 KOUTS MUNICIPAL TANK                APPROX. 2.5 KM 1770357.4 |
 ME2527| ME1321 T 143 RESET                                        1790910.8 |
 ME2527| CM4026 WOLF 2 RM 4                          25.490 METERS 19139     |
 ME2527| ME1319 U 143                                              3120728.2 |
 ME2527|---------------------------------------------------------------------|
 ME2527
 ME2527                          SUPERSEDED SURVEY CONTROL
 ME2527
 ME2527  NAD 83(1986)-  41 20 25.12669(N)    087 01 35.33385(W) AD(       ) 2
 ME2527  NAD 27      -  41 20 24.98780(N)    087 01 35.23800(W) AD(       ) 2
 ME2527
 ME2527.Superseded values are not recommended for survey control.
 ME2527
 ME2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2527.See file dsdata.pdf to determine how the superseded data were derived.
 ME2527
 ME2527_MARKER: DS = TRIANGULATION STATION DISK
 ME2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2527_STAMPING: WOLF 2 1956
 ME2527_MARK LOGO: CGS
 ME2527_PROJECTION: FLUSH
 ME2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2527+STABILITY: SURFACE MOTION
 ME2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2527+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 ME2527
 ME2527  HISTORY     - Date     Condition        Report By
 ME2527  HISTORY     - 1956     MONUMENTED       CGS
 ME2527  HISTORY     - 1968     GOOD             CGS
 ME2527  HISTORY     - 1971     GOOD             NGS
 ME2527  HISTORY     - 1972     GOOD             NGS
 ME2527  HISTORY     - 20230309 GOOD             IN-127
 ME2527
 ME2527                          STATION DESCRIPTION
 ME2527
 ME2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ME2527'STATION IS LOCATED ABOUT 1 AND 1/2 MILES NORTH OF KOUTS ON PROPERTY
 ME2527'OWNED BY MR. CHRIST EICHELBERGER, 126 FEET WEST OF THE SOUTHWEST
 ME2527'CORNER OF HIS HOUSE, 77 FEET WEST OF THE CENTER OF STATE HIGHWAY 49,
 ME2527'53 FEET NORTH OF THE CENTER OF AN OILED ROAD (OLD STATE HIGHWAY 49)
 ME2527'AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 ME2527'OF THE GROUND AND THE DISK IS STAMPED WOLF 2 1956.
 ME2527'
 ME2527'REFERENCE MARK NO. 3 IS AT THE SOUTHWEST CORNER OF MR. CHRIST
 ME2527'EICHELBERGERS HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 ME2527'IS STAMPED WOLF 2 NO 3 1956.
 ME2527'
 ME2527'REFERENCE MARK NO. 4 IS 35 FEET SOUTH OF THE CENTER OF AN OILED ROAD
 ME2527'(OLD STATE HIGHWAY 49), 7 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT
 ME2527'NORTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2527'STAMPED WOLF 2 NO 4 1956.
 ME2527'
 ME2527'BENCH MARK U 143 CAN BE USED AS AN AZIMUTH MARK.  IT IS 29 FEET EAST
 ME2527'OF THE CENTER OF AN OILED ROAD (OLD STATE HIGHWAY 49)  2 FEET NORTH OF
 ME2527'A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A
 ME2527'FENCE.  THE MARK IS A 10 BY 10 CONCRETE POST WHICH PROJECTS 6 INCHES
 ME2527'WITH A STANDARD U.S.C.  AND G.S BENCH MARK DISK STAMPED U 143 1946.
 ME2527'
 ME2527'BENCH MARK T 143 RESET CAN BE USED AS AZIMUTH MARK.  IT IS 90 FEET
 ME2527'WEST OF THE CENTER OF STATE HIGHWAY 49, 50 FEET NORTH OF THE CENTER OF
 ME2527'A GRAVEL ROAD, 35 FEET NORTHEAST OF A FENCE CORNER AND A CONCRETE
 ME2527'INDIANA R.O.W. POST, AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 ME2527'IS A 10 BY 10 CONCRETE POST WHICH PROJECTS 8 INCHES WITH A STANDARD
 ME2527'U.S.C. AND G.S. BENCH MARK DISK STAMPED T 143 1946 RESET 1956.
 ME2527'
 ME2527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2527'KOUTS, GO NORTH ON STATE HIGHWAY 49 FOR 1.0 MILE TO BENCH MARK T 143
 ME2527'RESET ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 49 FOR 0.5 MILE TO
 ME2527'AN OILED ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE
 ME2527'INTERSECTION.
 ME2527'
 ME2527'TO REACH BENCH MARK U 143 FROM THE STATION, GO WEST ON AN OILED ROAD
 ME2527'FOR 0.25 MILE TO T-INTERSECTION.  TURN RIGHT AND GO NORTH ON AN OILED
 ME2527'ROAD FOR 0.15 MILE TO U 143 ON THE RIGHT AS DESCRIBED.
 ME2527'
 ME2527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2527
 ME2527                          STATION RECOVERY (1968)
 ME2527
 ME2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2527'THE STATION MARK, REFERENCE MARKS 3 AND 4, BENCH MARKS U 143 1946, AND
 ME2527'T 143 1946 RESET 1956 WERE FOUND IN GOOD CONDITION.  A METAL WITNESS
 ME2527'POST WAS SET 1 FOOT EAST OF THE STATION MARK, AND BM U 143 IS 1 FOOT
 ME2527'NORTH OF A METAL WINTESS POST AND 38 FEET SOUTHEAST OF THE
 ME2527'INTERSECTION OF THE ROAD AND A DRIVEWAY WEST.  BM T 143 1946 RESET
 ME2527'1956 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 ME2527'
 ME2527'THE STATION MARK WAS FOUND STAMPED WOLF 1952 INSTEAD OF WOLF 2 1956.
 ME2527'
 ME2527'MARK RESTAMPED WOLF 2 1956.
 ME2527'
 ME2527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES NORTH OF
 ME2527'KOUTS
 ME2527
 ME2527                          STATION RECOVERY (1971)
 ME2527
 ME2527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2527'THE STATION MARK, REFERENCE MARKS 3 AND 4, BENCH MARKS U 143 1946 AND
 ME2527'T 143 1946 RESET 1956 WERE FOUND IN GOOD CONDITION.  A METAL WITNESS
 ME2527'POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.  BENCH MARK U 143 IS 1
 ME2527'FOOT NORTH OF A METAL WITNESS POST AND 38 FEET SOUTHEAST OF THE
 ME2527'INTERSECTION OF THE ROAD AND A DRIVEWAY WEST.  BENCH MARK T 143 1946
 ME2527'RESET 1956 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 ME2527'
 ME2527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES NORTH OF
 ME2527'KOUTS
 ME2527
 ME2527                          STATION RECOVERY (1972)
 ME2527
 ME2527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME2527'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LINE OF SIGHT TO THE
 ME2527'BENCH MARKS IS OBSTRUCTED BY TALL CORN AND THE STATION WAS NOT
 ME2527'OCCUPIED.  THE DESCRIPTION IS GOOD WITH THE BELOW INFORMATION.
 ME2527'
 ME2527'THE STATION IS NOW 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 ME2527'
 ME2527'REFERENCE MARK 4 IS 6 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST.
 ME2527'
 ME2527'BENCH MARK U 143 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 57 FEET
 ME2527'NORTHEAST OF A 40 INCH OAK TREE AND 36 FEET SOUTH OF THE EXTENDED
 ME2527'CENTERLINE OF A DRIVEWAY WEST.
 ME2527'
 ME2527'BENCH MARK T 143 RESET 1956 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2527'
 ME2527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 ME2527'NORTH OF KOUTS
 ME2527
 ME2527                          STATION RECOVERY (2023)
 ME2527
 ME2527'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME2527'TO REACH FROM THE INTERSECTION OF STATE ROAD 8 AND STATE ROAD 49 IN
 ME2527'KOUTS, GO NORTH ON STATE ROAD 49 FOR 1.5 MI (2.4 KM) TO COUNTY ROAD
 ME2527'650 SOUTH.  STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE
 ME2527'INTERSECTION, 76.2 FT (23.2 M) WEST OF THE CENTERLINE OF HIGHWAY 49,
 ME2527'54.5 FT (16.6 M) NORTH OF THE CENTERLINE OF CR 650 S., 40.9 FT (12.5
 ME2527'M) NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE R.O.W. MARKER, 42.0
 ME2527'FT (12.8 M) SOUTH OF 20 INCH MAPLE TREE, 42.6 FT (13.0 M) SOUTHEAST OF
 ME2527'FLAGPOLE.  STATION IS IN FRONT YARD OF RESIDENCE AT 197 E. 650 S. AND
 ME2527'ABOUT 0.5 FT (15 CM) BELOW GRADE.  BERNTSEN MAGNET SET ON SOUTH SIDE
 ME2527'OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2292 ***********************************************************************
 ME2292  DESIGNATION -  WOODROW
 ME2292  PID         -  ME2292
 ME2292  STATE/COUNTY-  IN/FULTON
 ME2292  COUNTRY     -  US
 ME2292  USGS QUAD   -  ROCHESTER (2019)
 ME2292
 ME2292                         *CURRENT SURVEY CONTROL
 ME2292  ______________________________________________________________________
 ME2292* NAD 83(1997) POSITION- 41 00 40.41972(N) 086 11 24.23239(W)   ADJUSTED
 ME2292* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 ME2292  ______________________________________________________________________
 ME2292  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 ME2292  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 ME2292  HORZ ORDER      -  FIRST
 ME2292
 ME2292.The horizontal coordinates were established by classical geodetic methods
 ME2292.and adjusted by the National Geodetic Survey in May 1999.
 ME2292
 ME2292.The orthometric height was scaled from a topographic map.
 ME2292
 ME2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2292.GEOID18 height accuracy estimate available here.
 ME2292
 ME2292.Click photographs - Photos may exist for this station.
 ME2292
 ME2292.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2292
 ME2292. The following values were computed from the NAD 83(1997) position.
 ME2292
 ME2292;                    North         East     Units Scale Factor Converg.
 ME2292;SPC IN E     -   639,936.998    55,972.677   MT  0.99999051   -0 20 36.5
 ME2292;SPC IN E     - 2,099,526.63    183,637.02   sFT  0.99999051   -0 20 36.5
 ME2292;UTM  16      - 4,540,319.335   568,105.570   MT  0.99965709   +0 31 53.4
 ME2292
 ME2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2292!SPC IN E     -   0.99996563  x   0.99999051  =   0.99995614
 ME2292!UTM  16      -   0.99996563  x   0.99965709  =   0.99962273
 ME2292
 ME2292:                Primary Azimuth Mark                     Grid Az
 ME2292:SPC IN E     -  WOODROW AZ MK                            338 39 31.7
 ME2292:UTM  16      -  WOODROW AZ MK                            337 47 01.8
 ME2292
 ME2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6810540319(NAD 83)
 ME2292
 ME2292|---------------------------------------------------------------------|
 ME2292| PID    Reference Object                     Distance      Geod. Az  |
 ME2292|                                                           dddmmss.s |
 ME2292| CM4034 WOODROW RM 1                         27.026 METERS 07918     |
 ME2292| CM4035 WOODROW RM 2                         29.380 METERS 17852     |
 ME2292| CM4033 WOODROW AZ MK                                      3381855.2 |
 ME2292| ME2289 ROCHESTER CO CTHSE CLOCKTOWER       APPROX. 6.4 KM 3404411.9 |
 ME2292| ME2290 ROCHESTER MUNICIPAL TANK            APPROX. 6.5 KM 3411712.1 |
 ME2292|---------------------------------------------------------------------|
 ME2292
 ME2292                          SUPERSEDED SURVEY CONTROL
 ME2292
 ME2292  NAD 83(1986)-  41 00 40.42578(N)    086 11 24.24224(W) AD(       ) 1
 ME2292  NAD 27      -  41 00 40.27370(N)    086 11 24.24820(W) AD(       ) 1
 ME2292
 ME2292.Superseded values are not recommended for survey control.
 ME2292
 ME2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2292.See file dsdata.pdf to determine how the superseded data were derived.
 ME2292
 ME2292_MARKER: DS = TRIANGULATION STATION DISK
 ME2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2292_STAMPING: WOODROW 1947
 ME2292_MARK LOGO: CGS
 ME2292_PROJECTION: FLUSH
 ME2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2292+STABILITY: SURFACE MOTION
 ME2292
 ME2292  HISTORY     - Date     Condition        Report By
 ME2292  HISTORY     - 1947     MONUMENTED       CGS
 ME2292  HISTORY     - 1975     GOOD             NGS
 ME2292  HISTORY     - 1990     GOOD             USPSQD
 ME2292
 ME2292                          STATION DESCRIPTION
 ME2292
 ME2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2292'STATION IS LOCATED ABOUT 4 MILES SOUTH OF ROCHESTER AND 6 MILES
 ME2292'NORTHEAST OF FULTON ON GROUNDS OF THE WOODROW SCHOOL.  IT IS 205 FEET
 ME2292'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 31 AND GRAVEL
 ME2292'CROSSROAD, 96 FEET NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL
 ME2292'BUILDING, 77 FEET EAST OF THE CENTER OF HIGHWAY, 37 FEET SOUTHEAST OF
 ME2292'A FENCE CORNER AND 37 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS
 ME2292'FLUSH AND THE DISK IS STAMPED WOODROW 1947.
 ME2292'
 ME2292'REFERENCE MARK NO. 1 IS 88.70 FEET EAST OF THE STATION.  IT IS 1 FOOT
 ME2292'SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2292'WOODROW NO 1 1947.
 ME2292'
 ME2292'REFERENCE MARK NO. 2 IS 96.41 FEET SOUTHWEST OF THE STATION.  IT IS 50
 ME2292'FEET EAST OF THE CENTER OF HIGHWAY AND 40 FEET WEST OF THE NORTHWEST
 ME2292'CORNER OF SCHOOL BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2292'WOODROW NO 2 1947.
 ME2292'
 ME2292'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 50 FEET WEST
 ME2292'OF THE CENTER OF U.S.  HIGHWAY NO. 31, 3 FEET SOUTH OF A WHITE WITNESS
 ME2292'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 ME2292'THE DISK IS STAMPED WOODROW 1947.
 ME2292'
 ME2292'TO REACH STATION FROM THE COURTHOUSE IN ROCHESTER GO SOUTH ON U.S.
 ME2292'HIGHWAY NO. 31 FOR 3.8 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 ME2292'0.3 MILE TO STATION ON THE LEFT AS DESCRIBED.
 ME2292'
 ME2292'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2292
 ME2292                          STATION RECOVERY (1975)
 ME2292
 ME2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLR)
 ME2292'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 ME2292'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 ME2292'REFERENCE MARKS CHECKED.  DUE TO HIGHWAY AND OTHER CHANGES A NEW
 ME2292'DESCRIPTION FOLLOWS.
 ME2292'
 ME2292'THE STATION MARK IS 96 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 ME2292'OLD BRICK BUILDING, 80 FEET EAST OF THE CENTERLINE OF OLD HIGHWAY 31,
 ME2292'36 FEET NORTHEAST OF A TELEPHONE POLE, 18 FEET SOUTH OF A METAL
 ME2292'WITNESS POST AND 25 FEET EAST OF A FENCE LINE AND AT THE NORTHWEST
 ME2292'EDGE OF THE OLD SCHOOL GROUNDS.  THE MARK IS FLUSH AND THE DISK IS
 ME2292'STAMPED WOODROW 1947.
 ME2292'
 ME2292'REFERENCE MARK NO. 1 IS 104 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ME2292'BUILDING, 89 FEET EAST OF THE METAL WITNESS POST AND 1 FOOT SOUTH OF A
 ME2292'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WOODROW NO 1
 ME2292'1947.
 ME2292'
 ME2292'REFERENCE MARK NO. 2 IS 69 FEET SOUTH OF THE TELEPHONE POLE, 50 FEET
 ME2292'EAST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET WEST OF THE NORTHWEST
 ME2292'CORNER OF THE BUILDING AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 ME2292'MARK IS FLUSH AND THE DISK IS STAMPED WOODROW NO 2 1947.
 ME2292'
 ME2292'THE AZIMUTH MARK IS 148 FEET SOUTH OF A 10 INCH WALNUT TREE, 50 FEET
 ME2292'WEST OF THE CENTERLINE OF OLD HIGHWAY 31, 3 FEET SOUTHEAST OF A 4 INCH
 ME2292'ELM TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS
 ME2292'3 INCHES AND THE DISK IS STAMPED WOODROW 1947.
 ME2292'
 ME2292'TO REACH THE STATION FROM THE COURTHOUSE IN ROCHESTER, GO GO SOUTH ON
 ME2292'OLD U.S. HIGHWAY 31 FOR 1.9 MILES TO A FOUR LANE HIGHWAY (U.S.
 ME2292'HIGHWAY 31).  CONTINUE AHEAD CROSSING THE HIGHWAY IN A SOUTHERLY
 ME2292'DIRECTION FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ME2292'AHEAD ON THE HIGHWAY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 ME2292'
 ME2292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 ME2292'ROCHESTER.
 ME2292
 ME2292                          STATION RECOVERY (1990)
 ME2292
 ME2292'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME2292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1502 ***********************************************************************
 MD1502  DESIGNATION -  WOODRUFF
 MD1502  PID         -  MD1502
 MD1502  STATE/COUNTY-  IN/LAGRANGE
 MD1502  COUNTRY     -  US
 MD1502  USGS QUAD   -  WOLCOTTVILLE (2019)
 MD1502
 MD1502                         *CURRENT SURVEY CONTROL
 MD1502  ______________________________________________________________________
 MD1502* NAD 83(1997) POSITION- 41 34 12.12309(N) 085 18 33.02190(W)   ADJUSTED
 MD1502* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 MD1502  ______________________________________________________________________
 MD1502  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 MD1502  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 MD1502  HORZ ORDER      -  THIRD
 MD1502
 MD1502.The horizontal coordinates were established by classical geodetic methods
 MD1502.and adjusted by the National Geodetic Survey in May 1999.
 MD1502
 MD1502.The orthometric height was scaled from a topographic map.
 MD1502
 MD1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1502.GEOID18 height accuracy estimate available here.
 MD1502
 MD1502.Click photographs - Photos may exist for this station.
 MD1502
 MD1502.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1502
 MD1502. The following values were computed from the NAD 83(1997) position.
 MD1502
 MD1502;                    North         East     Units Scale Factor Converg.
 MD1502;SPC IN E     -   701,925.475   129,816.221   MT  0.99997760   +0 14 14.0
 MD1502;SPC IN E     - 2,302,900.50    425,905.39   sFT  0.99997760   +0 14 14.0
 MD1502;UTM  16      - 4,603,419.820   640,971.468   MT  0.99984456   +1 07 19.6
 MD1502
 MD1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1502!SPC IN E     -   0.99995849  x   0.99997760  =   0.99993609
 MD1502!UTM  16      -   0.99995849  x   0.99984456  =   0.99980305
 MD1502
 MD1502:                Primary Azimuth Mark                     Grid Az
 MD1502:SPC IN E     -  WOODRUFF AZ MK                           177 36 43.5
 MD1502:UTM  16      -  WOODRUFF AZ MK                           176 43 37.9
 MD1502
 MD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4097103419(NAD 83)
 MD1502
 MD1502|---------------------------------------------------------------------|
 MD1502| PID    Reference Object                     Distance      Geod. Az  |
 MD1502|                                                           dddmmss.s |
 MD1502| MD1497 W 4                                  34.351 METERS 01733     |
 MD1502| CC9651 WOODRUFF AZ MK                                     1775057.5 |
 MD1502| CC9652 WOODRUFF RM 1                        25.125 METERS 27350     |
 MD1502|---------------------------------------------------------------------|
 MD1502
 MD1502                          SUPERSEDED SURVEY CONTROL
 MD1502
 MD1502  NAD 83(1995)-  41 34 12.12314(N)    085 18 33.02588(W) AD(       ) 3
 MD1502  NAD 83(1994)-  41 34 12.12277(N)    085 18 33.03075(W) AD(       ) 3
 MD1502  NAD 83(1986)-  41 34 12.12360(N)    085 18 33.03361(W) AD(       ) 3
 MD1502  NAD 27      -  41 34 11.94380(N)    085 18 33.12200(W) AD(       ) 3
 MD1502
 MD1502.Superseded values are not recommended for survey control.
 MD1502
 MD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1502.See file dsdata.pdf to determine how the superseded data were derived.
 MD1502
 MD1502_MARKER: DS = TRIANGULATION STATION DISK
 MD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1502_STAMPING: WOODRUFF 1946
 MD1502_MARK LOGO: CGS
 MD1502_PROJECTION: FLUSH
 MD1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1502+STABILITY: SURFACE MOTION
 MD1502
 MD1502  HISTORY     - Date     Condition        Report By
 MD1502  HISTORY     - 1946     MONUMENTED       CGS
 MD1502  HISTORY     - 1960     GOOD             CGS
 MD1502
 MD1502                          STATION DESCRIPTION
 MD1502
 MD1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1502'THE STATION IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST FROM WOODRUFF AND 3
 MD1502'MILES NORTHWEST FROM SOUTH MILFORD.  IT IS 52 FEET WEST OF THE
 MD1502'CENTERLINE OF A GRAVEL ROAD, 32 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 MD1502'22 FEET NORTH OF AN EAST-WEST FENCE AND 8 FEET SOUTH OF AN EAST-WEST
 MD1502'FENCE LINE IN A FARM LANE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1502'DISK IS STAMPED WOODRUFF 1946.
 MD1502'
 MD1502'REFERENCE MARK NO. 1 IS 82.43 FEET WEST OF THE STATION AND 1 FOOT
 MD1502'SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 MD1502'AND THE DISK IS STAMPED WOODRUFF NO 1 1946.
 MD1502'
 MD1502'W-4 (USGS) IS 112.70 FEET NORTHEAST OF THE STATION, 30 FEET NORTHWEST
 MD1502'OF A T-ROAD INTERSECTION AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MD1502'THE MARK IS A CONCRETE 8 BY 8 POST PROJECTING ABOUT 6 INCHES AND THE
 MD1502'DISK IS A STANDARD USGS BENCH MARK STAMPED W-4 ELEVATION 979 FT. 1939
 MD1502'
 MD1502'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 100 FEET NORTH OF A
 MD1502'RIGHT ANGLE TURN IN THE ROAD, 20 FEET WEST OF THE APPROXIMATE
 MD1502'CENTERLINE OF A GRAVEL ROAD AND 45 FEET EAST OF THE NORTHEAST CORNER
 MD1502'OF A WHITE HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1502'STAMPED WOODRUFF 1946.
 MD1502'
 MD1502'TO REACH THE STATION FROM THE OVERPASS IN SOUTH MILFORD, GO NORTH ON
 MD1502'STATE HIGHWAY 3 FOR 2.5 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 MD1502'FOR 2.0 MILES TO A T-ROAD INTERSECTION AND THE USGS BENCH MARK.  TURN
 MD1502'LEFT AND GO SOUTH FOR 30 YARDS TO A FARM LANE AND THE STATION AS
 MD1502'DESCRIBED.  TO REACH THE AZIMUTH MARK CONTINUE SOUTH FOR 0.3 MILE TO A
 MD1502'WHITE HOUSE TO THE RIGHT AND THE AZIMUTH MARK IN THE NORTH EAST CORNER
 MD1502'OF THE YARD.
 MD1502'
 MD1502'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1502
 MD1502                          STATION RECOVERY (1960)
 MD1502
 MD1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1502'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT AZIMUTH MARK WAS NOT
 MD1502'RECOVERED, AND THE MARK DESCRIBED ORIGINALLY AS R.M. NO. 1 IS STAMPED
 MD1502'NO. 2 WITH W 4 (USGS) HAVING BEEN CONSIDERED AS NO. 1 BY THE
 MD1502'MARKSETTER BUT VICE VERSA BY DESCRIBER IGNORING THE STAMPING.
 MD1502'
 MD1502'ABOUT 2.5 MILES N ALONG NO. 327 INDIANA HWY. FROM THE UNDERPASS OF THE
 MD1502'RAILROAD IN SOUTH MILFORD AND TURN LEFT, THEN 2.0 MILES W ON GRAVEL
 MD1502'ROAD TO T-INTERSECTION AND THE STATION, 1.0 MILES AIR LINE ESE OF
 MD1502'WOODRUFF ALSO CALLED NORTHPORT, 93 FEET S OF PROJECTED CENTER LINE OF
 MD1502'ROAD FROM E, 54 FEET W OF CENTER LINE OF OTHER ROAD, IN A WIDE
 MD1502'PASTURE-ACCESS LANE, 33 FEET W OF ONE FENCE, 21 FEET N OF A SECOND,
 MD1502'AND 8 FEET S OF A THIRD, STANDARD DISKS STAMPED WOODRUFF 1946 ARE SET
 MD1502'IN 1A AND 7A MARKS, THE UPPER ONE FLUSH.
 MD1502'
 MD1502'REFERENCE STAMPED WOODRUFF NO 2 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1502'82.42 FEET OR 25.121 METERS W IN AZIMUTH 93 DEG. 50 MIN. FROM STATION,
 MD1502'AND 1 FOOT S OF FENCE ON N SIDE OF LANE.
 MD1502'
 MD1502'TRAVERSE STATION AND BENCH MARK W 4 (USGS) IS A STANDARD U.S.
 MD1502'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED W 4 979 1939, SET IN TOP OF
 MD1502'6- BY 6-INCH TAPERED CONCRETE POST, PROJECTING 0.5 FOOT, IS 112.45
 MD1502'FEET OR 34.275 METERS NNE IN AZIMUTH 197 DEG. 33 MIN. FROM STATION, 20
 MD1502'FEET W OF CENTER LINE OF ONE ROAD, LEVEL WITH SAME, 15 FEET N OF
 MD1502'PROJECTED CENTER LINE OF THE OTHER, 3 FEET SSE OF GATEPOST, AND 1 FOOT
 MD1502'W OF THE FENCE.
 MD1502'
 MD1502'PROBING OVER THE DESCRIBED AREA AND INQUIRY FAILED TO FIND ANY
 MD1502'EVIDENCE OF THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1649 ***********************************************************************
 MD1649  DESIGNATION -  WOOSTER
 MD1649  PID         -  MD1649
 MD1649  STATE/COUNTY-  IN/KOSCIUSKO
 MD1649  COUNTRY     -  US
 MD1649  USGS QUAD   -  WARSAW (2019)
 MD1649
 MD1649                         *CURRENT SURVEY CONTROL
 MD1649  ______________________________________________________________________
 MD1649* NAD 83(1997) POSITION- 41 11 59.04037(N) 085 45 54.66871(W)   ADJUSTED
 MD1649* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 MD1649  ______________________________________________________________________
 MD1649  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 MD1649  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 MD1649  HORZ ORDER      -  FIRST
 MD1649
 MD1649.The horizontal coordinates were established by classical geodetic methods
 MD1649.and adjusted by the National Geodetic Survey in May 1999.
 MD1649
 MD1649.The orthometric height was scaled from a topographic map.
 MD1649
 MD1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1649.GEOID18 height accuracy estimate available here.
 MD1649
 MD1649.Click photographs - Photos may exist for this station.
 MD1649
 MD1649.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1649
 MD1649. The following values were computed from the NAD 83(1997) position.
 MD1649
 MD1649;                    North         East     Units Scale Factor Converg.
 MD1649;SPC IN E     -   660,743.701    91,736.426   MT  0.99996751   -0 03 53.6
 MD1649;SPC IN E     - 2,167,789.96    300,971.92   sFT  0.99996751   -0 03 53.6
 MD1649;UTM  16      - 4,561,664.704   603,536.716   MT  0.99973193   +0 48 48.3
 MD1649
 MD1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1649!SPC IN E     -   0.99996183  x   0.99996751  =   0.99992935
 MD1649!UTM  16      -   0.99996183  x   0.99973193  =   0.99969377
 MD1649
 MD1649:                Primary Azimuth Mark                     Grid Az
 MD1649:SPC IN E     -  WOOSTER AZ MK                            308 37 20.3
 MD1649:UTM  16      -  WOOSTER AZ MK                            307 44 38.4
 MD1649
 MD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0353661664(NAD 83)
 MD1649
 MD1649|---------------------------------------------------------------------|
 MD1649| PID    Reference Object                     Distance      Geod. Az  |
 MD1649|                                                           dddmmss.s |
 MD1649| CC9654 WOOSTER RM 1                         30.498 METERS 19016     |
 MD1649| CC9653 WOOSTER AZ MK                                      3083326.7 |
 MD1649| CC9655 WOOSTER RM 2                         24.981 METERS 34827     |
 MD1649|---------------------------------------------------------------------|
 MD1649
 MD1649                          SUPERSEDED SURVEY CONTROL
 MD1649
 MD1649  NAD 83(1986)-  41 11 59.04401(N)    085 45 54.67912(W) AD(       ) 1
 MD1649  NAD 27      -  41 11 58.88230(N)    085 45 54.72480(W) AD(       ) 1
 MD1649
 MD1649.Superseded values are not recommended for survey control.
 MD1649
 MD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1649.See file dsdata.pdf to determine how the superseded data were derived.
 MD1649
 MD1649_MARKER: DS = TRIANGULATION STATION DISK
 MD1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1649_STAMPING: WOOSTER 1946
 MD1649_MARK LOGO: CGS
 MD1649_PROJECTION: RECESSED 61 CENTIMETERS
 MD1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1649+STABILITY: SURFACE MOTION
 MD1649
 MD1649  HISTORY     - Date     Condition        Report By
 MD1649  HISTORY     - 1946     MONUMENTED       CGS
 MD1649  HISTORY     - 1957     SEE DESCRIPTION  USGS
 MD1649  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD1649
 MD1649                          STATION DESCRIPTION
 MD1649
 MD1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1649'THE STATION IS LOCATED 3.2 MILES EAST OF THE MAIN STREET IN THE TOWN
 MD1649'OF PIERCETON.  IT IS 150 YARDS SOUTHWEST OF A WHITE HOUSE, 55 FEET
 MD1649'NORTHEAST OF A TELEPHONE POLE, 35 FEET EAST OF THE APPROXIMATE
 MD1649'CENTERLINE OF A GRAVEL ROAD, AND 20 FEET EAST OF THE EDGE OF THE
 MD1649'DITCH.  THE MARK IS ABOUT 24 INCHES BELOW THE SURFACE OF THE GROUND
 MD1649'AND THE DISK IS STAMPED WOOSTER 1946.
 MD1649'
 MD1649'REFERENCE MARK NO. 1 IS 100.06 FEET SOUTH-SOUTHWEST OF THE STATION AND
 MD1649'18 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 MD1649'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WOOSTER NO 1 1946.
 MD1649'
 MD1649'REFERENCE MARK NO. 2 IS 81.96 FEET NORTH-NORTHWEST OF THE STATION, 19
 MD1649'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 10 FEET
 MD1649'SOUTHWEST OF A 24-INCH TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 MD1649'THE DISK IS STAMPED WOOSTER NO 2 1946.
 MD1649'
 MD1649'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHWEST OF THE STATION,
 MD1649'59 FEET WEST OF A POWERLINE POLE, 24 FEET SOUTH OF THE CENTERLINE OF A
 MD1649'PAVED ROAD, 6 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A WHITE POST
 MD1649'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS FLUSH WITH
 MD1649'THE GROUND AND THE DISK IS STAMPED WOOSTER 1946.
 MD1649'
 MD1649'TO REACH THE STATION FROM THE STANDARD OIL STATION ON THE MAIN STREET
 MD1649'OF PIERCETON, GO WEST ON A PAVED ROAD FOR 3.2 MILES TO A T-ROAD LEFT.
 MD1649'TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE STATION IN A FIELD AT THE
 MD1649'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.05
 MD1649'MILES TO THE MAIN PAVED ROAD, TURN LEFT AND GO 0.25 MILE TO A FENCE
 MD1649'CORNER ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 MD1649'
 MD1649'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1649
 MD1649                          STATION RECOVERY (1957)
 MD1649
 MD1649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MD1649'STATION IS PROBABLY OKAY BUT NO SEARCH WAS MADE FOR THE STATION.
 MD1649'
 MD1649'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY THE WIDENING OF THE
 MD1649'ROAD.
 MD1649
 MD1649                          STATION RECOVERY (1997)
 MD1649
 MD1649'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1988 ***********************************************************************
 KA1988  DESIGNATION -  WORTH
 KA1988  PID         -  KA1988
 KA1988  STATE/COUNTY-  IN/GREENE
 KA1988  COUNTRY     -  US
 KA1988  USGS QUAD   -  BLOOMFIELD (2019)
 KA1988
 KA1988                         *CURRENT SURVEY CONTROL
 KA1988  ______________________________________________________________________
 KA1988* NAD 83(1997) POSITION- 39 06 43.82834(N) 086 58 12.80941(W)   ADJUSTED
 KA1988* NAVD 88 ORTHO HEIGHT -   188.50  (+/-2cm)      618.4   (feet) VERTCON3
 KA1988  ______________________________________________________________________
 KA1988  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KA1988  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 KA1988  HORZ ORDER      -  THIRD
 KA1988  VERT ORDER      -  THIRD ? (See Below)
 KA1988
 KA1988.The horizontal coordinates were established by classical geodetic methods
 KA1988.and adjusted by the National Geodetic Survey in May 1999.
 KA1988
 KA1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1988
 KA1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1988.GEOID18 height accuracy estimate available here.
 KA1988
 KA1988.The vertical order pertains to the NGVD 29 superseded value.
 KA1988
 KA1988.Click photographs - Photos may exist for this station.
 KA1988
 KA1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1988
 KA1988. The following values were computed from the NAD 83(1997) position.
 KA1988
 KA1988;                    North         East     Units Scale Factor Converg.
 KA1988;SPC IN W     -   428,955.199   909,782.368   MT  0.99996784   +0 04 16.9
 KA1988;SPC IN W     - 1,407,330.52  2,984,844.32   sFT  0.99996784   +0 04 16.9
 KA1988;UTM  16      - 4,329,225.254   502,574.208   MT  0.99960008   +0 01 07.6
 KA1988
 KA1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1988!SPC IN W     -   0.99997557  x   0.99996784  =   0.99994341
 KA1988!UTM  16      -   0.99997557  x   0.99960008  =   0.99957566
 KA1988
 KA1988:                Primary Azimuth Mark                     Grid Az
 KA1988:SPC IN W     -  WORTH AZ MK                              249 33 31.9
 KA1988:UTM  16      -  WORTH AZ MK                              249 36 41.2
 KA1988
 KA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0257429225(NAD 83)
 KA1988
 KA1988|---------------------------------------------------------------------|
 KA1988| PID    Reference Object                     Distance      Geod. Az  |
 KA1988|                                                           dddmmss.s |
 KA1988| CC9657 WORTH RM 1                           28.890 METERS 22813     |
 KA1988| CC9656 WORTH AZ MK                                        2493748.8 |
 KA1988| CC9658 WORTH RM 2                           36.866 METERS 34428     |
 KA1988|---------------------------------------------------------------------|
 KA1988
 KA1988                          SUPERSEDED SURVEY CONTROL
 KA1988
 KA1988  NAD 83(1986)-  39 06 43.83386(N)    086 58 12.80613(W) AD(       ) 3
 KA1988  NAD 27      -  39 06 43.67970(N)    086 58 12.78060(W) AD(       ) 3
 KA1988  NGVD 29             188.63   (m)          618.9    (f) LEVELING    3  
 KA1988
 KA1988.Superseded values are not recommended for survey control.
 KA1988
 KA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1988.See file dsdata.pdf to determine how the superseded data were derived.
 KA1988
 KA1988_MARKER: DS = TRIANGULATION STATION DISK
 KA1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1988_STAMPING: WORTH 1947
 KA1988_MARK LOGO: CGS
 KA1988_PROJECTION: FLUSH
 KA1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1988+STABILITY: SURFACE MOTION
 KA1988
 KA1988  HISTORY     - Date     Condition        Report By
 KA1988  HISTORY     - 1947     MONUMENTED       CGS
 KA1988  HISTORY     - 20080527 MARK NOT FOUND   INDNR
 KA1988
 KA1988                          STATION DESCRIPTION
 KA1988
 KA1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1988'THE STATION IS LOCATED ON THE SOUTHEAST EDGE OF WORTHINGTON ON THE
 KA1988'HIGHEST POINT OF A KNOLL IN A PASTURE OWNED BY MR.  OWEN WRIGHT. IT
 KA1988'IS 86 FEET SOUTHEAST OF A BRICK CHICKEN COOP, AND 66 FEET EAST OF A
 KA1988'FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1988'WORTH 1947.
 KA1988'
 KA1988'REFERENCE MARK NO. 1 IS 94.78 FEET SOUTH-SOUTHWEST OF THE STATION,
 KA1988'110 FEET SOUTH OF A NORTHERN FENCE CORNER, AND 1 FOOT EAST OF
 KA1988'THE FENCE. THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED WORTH
 KA1988'NO. 1 1947.
 KA1988'
 KA1988'REFERENCE MARK NO. 2 IS 120.95 FEET NORTH-NORTHWEST OF THE STATION,
 KA1988'50 FEET NORTHEAST OF THE CHICKEN COOP, AND 1 FOOT SOUTH OF A
 KA1988'FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED WORTH NO 2
 KA1988'1947.
 KA1988'
 KA1988'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF THE STATION,
 KA1988'18 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 3
 KA1988'FEET SOUTH OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE. THE MARK
 KA1988'PROJECTS 4 INCHES, AND THE DISK IS STAMPED WORTH 1947.
 KA1988'
 KA1988'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 157
 KA1988'IN WORTHINGTON, GO EAST AND SOUTH ON HIGHWAY 157 FOR 0.65 MILE TO
 KA1988'THE CITY LIMIT SIGN AND A DRIVEWAY ON THE LEFT LEADING TO MR.WRIGHTS
 KA1988'FARM, TURN LEFT HERE AND GO 75 YARDS TO A GATE, CONTINUE EASTERLY
 KA1988'AND SOUTHERLY THROUGH THE BARN YARD TO A GATE IN THE S. E.  CORNER
 KA1988'OF THE BARN YARD AND THE STATION ON THE HIGHEST PART OF THE
 KA1988'KNOLL AS DESCRIBED.
 KA1988'
 KA1988'TO REACH THE AZIMUTH MARK FROM MR. WRIGHTS DRIVEWAY, GO WEST ON A
 KA1988'GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT HERE ON A
 KA1988'BLACK TOP ROAD AND GO 0.2 MILE TO A GRAVELED ROAD LEFT JUST EAST OF
 KA1988'THE PENNSYLVANIA RAILROAD TRACKS, TURN LEFT HERE AND GO 0.35 MILE
 KA1988'TO THE AZIMUTH MARK ON THE LEFT.
 KA1988'
 KA1988'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KA1988
 KA1988                          STATION RECOVERY (2008)
 KA1988
 KA1988'RECOVERY NOTE BY IN DEPT OF NAT RES 2008 (RDN)
 KA1988'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0817 ***********************************************************************
 MD0817  DESIGNATION -  WOW
 MD0817  PID         -  MD0817
 MD0817  STATE/COUNTY-  IN/ALLEN
 MD0817  COUNTRY     -  US
 MD0817  USGS QUAD   -  HUNTERTOWN (2019)
 MD0817
 MD0817                         *CURRENT SURVEY CONTROL
 MD0817  ______________________________________________________________________
 MD0817* NAD 83(1997) POSITION- 41 07 56.58722(N) 085 13 27.46929(W)   ADJUSTED
 MD0817* NAVD 88 ORTHO HEIGHT -   270.064 (meters)      886.04  (feet) ADJUSTED
 MD0817  ______________________________________________________________________
 MD0817  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 MD0817  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 MD0817  DYNAMIC HEIGHT  -        269.961 (meters)      885.70  (feet) COMP
 MD0817  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 MD0817
 MD0817  HORZ ORDER      -  SECOND
 MD0817  VERT ORDER      -  SECOND    CLASS 0
 MD0817
 MD0817.The horizontal coordinates were established by classical geodetic methods
 MD0817.and adjusted by the National Geodetic Survey in May 1999.
 MD0817
 MD0817.The orthometric height was determined by differential leveling and
 MD0817.adjusted by the NATIONAL GEODETIC SURVEY
 MD0817.in June 1991.
 MD0817
 MD0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0817.GEOID18 height accuracy estimate available here.
 MD0817
 MD0817.Click photographs - Photos may exist for this station.
 MD0817
 MD0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0817
 MD0817.The dynamic height is computed by dividing the NAVD 88
 MD0817.geopotential number by the normal gravity value computed on the
 MD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0817.degrees latitude (g = 980.6199 gals.).
 MD0817
 MD0817.The modeled gravity was interpolated from observed gravity values.
 MD0817
 MD0817. The following values were computed from the NAD 83(1997) position.
 MD0817
 MD0817;                    North         East     Units Scale Factor Converg.
 MD0817;SPC IN E     -   653,354.106   137,143.095   MT  0.99998364   +0 17 27.6
 MD0817;SPC IN E     - 2,143,545.93    449,943.64   sFT  0.99998364   +0 17 27.6
 MD0817;UTM  16      - 4,554,972.756   649,043.392   MT  0.99987340   +1 10 05.8
 MD0817
 MD0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0817!SPC IN E     -   0.99996279  x   0.99998364  =   0.99994643
 MD0817!UTM  16      -   0.99996279  x   0.99987340  =   0.99983619
 MD0817
 MD0817:                Primary Azimuth Mark                     Grid Az
 MD0817:SPC IN E     -  WOW AZ MK                                092 41 49.4
 MD0817:UTM  16      -  WOW AZ MK                                091 49 11.2
 MD0817
 MD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4904354972(NAD 83)
 MD0817
 MD0817|---------------------------------------------------------------------|
 MD0817| PID    Reference Object                     Distance      Geod. Az  |
 MD0817|                                                           dddmmss.s |
 MD0817| MD1568 WOWO RADIO ANTENNA                  APPROX. 1.8 KM 0845222.3 |
 MD0817| MD1569 WOW AZ MK                           APPROX. 0.7 KM 0925917.0 |
 MD0817| MD0818 WOW RM 1                             38.533 METERS 09926     |
 MD0817| MD0819 WOW RM 2                             25.420 METERS 21248     |
 MD0817| CC9659 WOW RM 3                             29.420 METERS 27938     |
 MD0817|---------------------------------------------------------------------|
 MD0817
 MD0817                          SUPERSEDED SURVEY CONTROL
 MD0817
 MD0817  NAD 83(1995)-  41 07 56.58855(N)    085 13 27.47411(W) AD(       ) 2
 MD0817  NAD 83(1986)-  41 07 56.58870(N)    085 13 27.48258(W) AD(       ) 2
 MD0817  NAD 27      -  41 07 56.41680(N)    085 13 27.57920(W) AD(       ) 2
 MD0817  NGVD 29 (??/??/92)  270.219  (m)          886.54   (f) ADJ UNCH    2 0
 MD0817  NGVD 29             270.22   (m)          886.5    (f) LEVELING    3  
 MD0817
 MD0817.Superseded values are not recommended for survey control.
 MD0817
 MD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0817.See file dsdata.pdf to determine how the superseded data were derived.
 MD0817
 MD0817_MARKER: DS = TRIANGULATION STATION DISK
 MD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0817_STAMPING: WOW 1946
 MD0817_MARK LOGO: CGS
 MD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0817+STABILITY: SURFACE MOTION
 MD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0817+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 MD0817
 MD0817  HISTORY     - Date     Condition        Report By
 MD0817  HISTORY     - 1946     MONUMENTED       CGS
 MD0817  HISTORY     - 1963     GOOD             CGS
 MD0817  HISTORY     - 1963     GOOD             CGS
 MD0817  HISTORY     - 1963     GOOD             CGS
 MD0817  HISTORY     - 20060510 GOOD             CMT
 MD0817
 MD0817                          STATION DESCRIPTION
 MD0817
 MD0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0817'STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF FORT WAYNE.
 MD0817'IT IS 61 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 30
 MD0817'AND 24 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 MD0817'INCHES AND THE DISK IS STAMPED WOW 1946.
 MD0817'
 MD0817'REFERENCE MARK NO. 2 IS 83.40 FEET SOUTHWEST OF THE STATION.  IT IS 1
 MD0817'FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD0817'WOW NO 2 1946.
 MD0817'
 MD0817'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 49 FEET EAST OF
 MD0817'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 30, 5 FEET WEST OF A
 MD0817'TELEPHONE POLE, 3 FEET WEST OF A WHITE WITNESS POST AND IN THE
 MD0817'EAST-WEST FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED WOW
 MD0817'1946.
 MD0817'
 MD0817'REFERENCE MARK NO. 1 IS 126.47 FEET EAST OF THE STATION.  IT IS 47
 MD0817'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 30 AND 9 FEET
 MD0817'NORTHWEST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS
 MD0817'STAMPED WOW NO 1 1946.
 MD0817'
 MD0817'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 33
 MD0817'ABOUT 6 MILES NORTH OF FORT WAYNE GO WEST ON U.S. HIGHWAY 30 FOR 1.10
 MD0817'MILE TO STATION ON THE LEFT AS DESCRIBED.
 MD0817'
 MD0817'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 30 FOR
 MD0817'0.3 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MD0817'
 MD0817'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD0817
 MD0817                          STATION RECOVERY (1963)
 MD0817
 MD0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0817'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 MD0817'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND IN A TILTED POSITION.  IT
 MD0817'WAS STRAIGHTENED AND REINFORCED DURING THIS RECOVERY.  THE ORIGINAL
 MD0817'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION IS AS FOLLOWS- THE
 MD0817'STATION IS ABOUT 6.0 MILES NORTHWEST OF FORT WAYNE ON OLD U.S. HIGHWAY
 MD0817'30 (SOMETIMES CALLED WASHINGTON CENTER ROAD)
 MD0817'
 MD0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 BYPASS, U.S.
 MD0817'HIGHWAY 33 AND U.S.  HIGHWAY 30 CITY (NORTH OF FORT WAYNE)  DRIVE
 MD0817'ABOUT 1.2 MILES NORTH-NORTHWEST ON U.S. HIGHWAY 33 TO FORT MEYER, THEN
 MD0817'CONTINUE WEST 1.4 MILES ON OLD U.S. HIGHWAY 30 (WASHINGTON CENTER
 MD0817'ROAD) TO STATION SITE.  THE STATION IS ABOUT 0.5 MILES NORTH OF NEW
 MD0817'U.S. HIGHWAY 30 AND 0.1 MILE EAST OF THE JUNCTION OF FLAUGH ROAD AND
 MD0817'OLD U.S.  HIGHWAY 30.  IT IS 115.2 FEET SOUTH-SOUTHWEST OF POWER POLE
 MD0817'NUMER 86/004, 61.6 FEET SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY
 MD0817'30, AND 58.3 FEET NORTH OF NORTH EDGE OF A CULTIVATED FIELD.  A
 MD0817'STANDARD DISK, STAMPED WOW 1946, SET IN A 12 INCH SQUARE CONCRETE
 MD0817'MONUMENT THAT PROJECTS 9 INCHES ABOVE AN 8 FOOT ROUND CAMERA TARGET
 MD0817'THAT SURROUNDS THE MONUMENT.
 MD0817'
 MD0817'REFERENCE MARK NO. 1 IS 126.43 FEET EAST OF THE STATION AND 46.6 FEET
 MD0817'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 30.  A STANDARD DISK
 MD0817'STAMPED WOW NO 1 1946, SET IN TOP OF 1 FOOT SQUARE CONCRETE MONUMENT
 MD0817'THAT PROJECTS 8 INCHES.
 MD0817'
 MD0817'REFERENCE MARK NO. 2 IS IN A CULTIVATED FIELD.  IT IS 149.6 FEET SOUTH
 MD0817'OF THE CENTERLINE OF OLD U.S. HIGHWAY 30 AND 83.49 FEET SOUTHWEST OF
 MD0817'THE STATION.  A STANDARD DISK, STAMPED WOW NO 2 1946, SET IN A 1 FOOT
 MD0817'SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES.
 MD0817'
 MD0817'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION ALONG OLD U.S.
 MD0817'HIGHWAY 30 IN THE FRONT YARD OF MR. WAPPES.  IT IS 86.0 FEET EAST OF
 MD0817'POWER POLE NUMBER 98/231, 49.3 FEET SOUTH OF THE CENTERLINE OF OLD
 MD0817'U.S. HIGHWAY 30 AND 8.0 FEET EAST OF THE EAST EDGE OF MR. WAPPES
 MD0817'DRIVEWAY.  A STANDARD DISK STAMPED WOW 1946, SET IN 1 FOOT SQUARE
 MD0817'CONCRETE MONUMENT THAT PROJECTS 7 INCHES ABOVE THE GROUND.
 MD0817'
 MD0817'ELEVATION OF DISK 886.54 FEET.
 MD0817
 MD0817                          STATION RECOVERY (1963)
 MD0817
 MD0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0817'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0817'DESCRIBED EXCEPT THAT THE AZIMUTH MARK APPEARS TO LEAN EASTERLY AND
 MD0817'NO. 2 R.M. WAS RESET OUTSIDE OF FIELD AS NO. 3.
 MD0817'
 MD0817'ABOUT 6 MILES AIR LINE NW OF THE HEART OF FORT WAYNE, OR ABOUT 2.2
 MD0817'MILES W ALONG NO.  30 U.S. HWY.  FROM ITS BRIDGE OVER NO. 69 U.S.
 MD0817'INTERSTATE HWY. AT 4-WAY INTERCHANGE BETWEEN THE TWO, THENCE 0.5 MILE
 MD0817'N ON GRAVELED FLAUGH ROAD, THENCE ABOUT 0.1 MILE E ON OLD NO. 30 HWY.
 MD0817'TO TOP OF RIDGE AND THE STATION ON RIGHT, ABOUT 40 YARDS W OF W END OF
 MD0817'SHORT CURVE, 61.5 FEET SSW OF CNETER LINE OF 22-FOOT PAVEMENT, 2.1
 MD0817'FEET HIGHER THAN SAME, STANDARD DISKS ARE STAMPED WOW 1946 AND SET IN
 MD0817'1A AND 7A MARKS WITH THE UPPER MARK PROJECTING 0.8 FOOT ABOVE GROUND
 MD0817'IN THE CENTER OF AN 8-FOOT CIRCULAR CONCRETE-APRON PHOTO TARGET.
 MD0817'
 MD0817'REFERENCE STAMPED WOW NO. 1 1946, NOTE 11A, PROJECTS 0.8 FOOT, IS
 MD0817'126.42 FEET OR 38.533 METERS E IN AZIMUTH 279 DEG 26 MIN FROM STATION,
 MD0817'49.5 FEET S OF CENTER LINE OF HWY., AND ESTIMATED SLIGHTLY LOWER THAN
 MD0817'SAME.
 MD0817'
 MD0817'REFERENCE STAMPED WOW NO. 3 1946 1963, NOTE 11A, FLUSH, IS 96.52 FEET
 MD0817'OR 29.420 METERS W IN AZIMUTH 99 DEG 38 MIN FROM STATION, 71 FEET SSW
 MD0817'OF CENTER LINE OF HWY., 1.5 FEET HIGHER THAN SAME, AND 1.6 FEET W OF
 MD0817'STEEL WITNESS POST.
 MD0817'
 MD0817'AZIMUTH MARK STAMPED WOW 1946, NOTE 16A, PROJECTS 0.8 FOOT AND LEANS
 MD0817'AN ESTIMATED 15 DEGREES EASTERLY FROM THE VERTICAL, IS ABOUT 0.3 MILE
 MD0817'E IN AZIMUTH 272 DEG 58 MIN 26.6 SEC FROM STATION, ON CREST OF RIDGE,
 MD0817'49-1/2 FEET S OF CENTER LINE OF HWY., 1.8 FEET HIGHER THAN SAME, 13
 MD0817'FEET E OF CENTER LINE OF DRIVEWAY, AND 5.5 FEET E OF PROJD. PLANE OF E
 MD0817'WALL OF HOUSE S OF HWY.
 MD0817
 MD0817                          STATION RECOVERY (1963)
 MD0817
 MD0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0817'4.1 MI ENE FROM ARCOLA.
 MD0817'LOCATED 4.1 MILES EAST-NORTHEAST OF THE POST OFFICE IN ARCOLA.
 MD0817'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.45 MILE EAST ON
 MD0817'THE ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0 MILES
 MD0817'NORTH TO OLD U.S. HIGHWAY 30, TURN RIGHT (EAST) AND GO 3.1 MILES
 MD0817'TO THE STATION ON THE RIGHT.  THE STATION MARK IS 0.1 MILE EAST
 MD0817'OF THE JUNCTION OF FLAUGH ROAD AND OLD U.S. HIGHWAY 30, 115.2
 MD0817'FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 86/004, 61.6 FEET
 MD0817'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 30, 58.3 FEET NORTH
 MD0817'OF THE NORTH EDGE OF A CULTIVATED FIELD.  A STANDARD DISK STAMPED
 MD0817'WOW 1946, SET IN A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MD0817'9 INCHES ABOVE AN 8 FOOT ROUND CONCRETE CAMERA TARGET THAT
 MD0817'SURROUNDS THE MONUMENT.
 MD0817
 MD0817                          STATION RECOVERY (2006)
 MD0817
 MD0817'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1569 ***********************************************************************
 MD1569  DESIGNATION -  WOW AZ MK
 MD1569  PID         -  MD1569
 MD1569  STATE/COUNTY-  IN/ALLEN
 MD1569  COUNTRY     -  US
 MD1569  USGS QUAD   -  HUNTERTOWN (2019)
 MD1569
 MD1569                         *CURRENT SURVEY CONTROL
 MD1569  ______________________________________________________________________
 MD1569* NAD 83(1997) POSITION- 41 07 55.40761(N) 085 12 57.60737(W)   ADJUSTED
 MD1569* NAVD 88 ORTHO HEIGHT -   269.3   (meters)      884.    (feet) VERTCON3
 MD1569  ______________________________________________________________________
 MD1569  GEOID HEIGHT    -        -32.814 (meters)                     GEOID18
 MD1569  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 MD1569  HORZ ORDER      -  SECOND
 MD1569
 MD1569.The horizontal coordinates were established by classical geodetic methods
 MD1569.and adjusted by the National Geodetic Survey in May 1999.
 MD1569
 MD1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1569
 MD1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1569.GEOID18 height accuracy estimate available here.
 MD1569
 MD1569.Click photographs - Photos may exist for this station.
 MD1569
 MD1569.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1569
 MD1569. The following values were computed from the NAD 83(1997) position.
 MD1569
 MD1569;                    North         East     Units Scale Factor Converg.
 MD1569;SPC IN E     -   653,321.288   137,839.764   MT  0.99998428   +0 17 47.2
 MD1569;SPC IN E     - 2,143,438.26    452,229.29   sFT  0.99998428   +0 17 47.2
 MD1569;UTM  16      - 4,554,950.611   649,740.405   MT  0.99987596   +1 10 25.4
 MD1569
 MD1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1569!SPC IN E     -   0.99996290  x   0.99998428  =   0.99994718
 MD1569!UTM  16      -   0.99996290  x   0.99987596  =   0.99983886
 MD1569
 MD1569:                Primary Azimuth Mark                     Grid Az
 MD1569:SPC IN E     -  WOW                                      272 41 49.4
 MD1569:UTM  16      -  WOW                                      271 49 11.2
 MD1569
 MD1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4974054950(NAD 83)
 MD1569
 MD1569|---------------------------------------------------------------------|
 MD1569| PID    Reference Object                     Distance      Geod. Az  |
 MD1569|                                                           dddmmss.s |
 MD1569| MD0817 WOW                                 APPROX. 0.7 KM 2725936.6 |
 MD1569|---------------------------------------------------------------------|
 MD1569
 MD1569                          SUPERSEDED SURVEY CONTROL
 MD1569
 MD1569  NAD 83(1995)-  41 07 55.40891(N)    085 12 57.61212(W) AD(       ) 2
 MD1569  NAD 83(1986)-  41 07 55.40897(N)    085 12 57.62083(W) AD(       ) 2
 MD1569  NAD 27      -  41 07 55.23610(N)    085 12 57.71740(W) AD(       ) 2
 MD1569  NGVD 29 (07/19/86)  269.5    (m)          884.     (f) VERT ANG       
 MD1569
 MD1569.Superseded values are not recommended for survey control.
 MD1569
 MD1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1569.See file dsdata.pdf to determine how the superseded data were derived.
 MD1569
 MD1569_MARKER: DZ = AZIMUTH MARK DISK
 MD1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1569_STAMPING: WOW 1946
 MD1569_MARK LOGO: CGS
 MD1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1569+STABILITY: SURFACE MOTION
 MD1569
 MD1569  HISTORY     - Date     Condition        Report By
 MD1569  HISTORY     - 1946     MONUMENTED       CGS
 MD1569
 MD1569                          STATION DESCRIPTION
 MD1569
 MD1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1569'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF THE TOWN OF FORT WAYNE
 MD1569'ALONG OLD U.S.  HIGHWAY 30 BYPASS, U.S. HIGHWAY 33 AND U.S. HIGHWAY 30
 MD1569'CITY (NORTH OF FORT WAYNE) DRIVE 1.2 MILES NORTH-NORTHWEST ON U.S.
 MD1569'HIGHWAY 33 TO FORT MEYER, TURN LEFT AND GO 1.0 MILE WEST ON OLD U.S.
 MD1569'HIGHWAY 30 TO MARK ON SOUTH SIDE OF THE ROAD IN THE FRONT YARD OF MR.
 MD1569'WAPPES.
 MD1569'
 MD1569'IT IS 86.0 FEET EAST OF POWER POLE NO. 98/231, 49.3 FEET SOUTH OF THE
 MD1569'CENTERLINE OF OLD U.S. HIGHWAY 30 AND 8.0 FEET EAST OF THE EAST EDGE
 MD1569'OF MR.  WAPPES DRIVEWAY.  A STANDARD AZIMUTH MARK DISK STAMPED WOW
 MD1569'1946, SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 MD1569'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0818 ***********************************************************************
 MD0818  DESIGNATION -  WOW RM 1
 MD0818  PID         -  MD0818
 MD0818  STATE/COUNTY-  IN/ALLEN
 MD0818  COUNTRY     -  US
 MD0818  USGS QUAD   -  HUNTERTOWN (2019)
 MD0818
 MD0818                         *CURRENT SURVEY CONTROL
 MD0818  ______________________________________________________________________
 MD0818* NAD 83(1986) POSITION- 41 07 56.38   (N) 085 13 25.84   (W)   HD_HELD1
 MD0818* NAVD 88 ORTHO HEIGHT -   269.837 (meters)      885.29  (feet) ADJUSTED
 MD0818  ______________________________________________________________________
 MD0818  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 MD0818  DYNAMIC HEIGHT  -        269.734 (meters)      884.95  (feet) COMP
 MD0818  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 MD0818
 MD0818  VERT ORDER      -  SECOND    CLASS 0
 MD0818
 MD0818.The horizontal coordinates were determined by differentially corrected
 MD0818.hand held GPS observations or other comparable positioning techniques
 MD0818.and have an estimated accuracy of +/- 3 meters.
 MD0818
 MD0818.The orthometric height was determined by differential leveling and
 MD0818.adjusted by the NATIONAL GEODETIC SURVEY
 MD0818.in June 1991.
 MD0818
 MD0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0818.GEOID18 height accuracy estimate available here.
 MD0818
 MD0818.Click photographs - Photos may exist for this station.
 MD0818
 MD0818.The dynamic height is computed by dividing the NAVD 88
 MD0818.geopotential number by the normal gravity value computed on the
 MD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0818.degrees latitude (g = 980.6199 gals.).
 MD0818
 MD0818.The modeled gravity was interpolated from observed gravity values.
 MD0818
 MD0818;                    North         East    Units  Estimated Accuracy
 MD0818;SPC IN E     -   653,347.9     137,181.1     MT  (+/- 3 meters HH1 GPS) 
 MD0818
 MD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4908154967(NAD 83)
 MD0818
 MD0818                          SUPERSEDED SURVEY CONTROL
 MD0818
 MD0818  NGVD 29 (??/??/92)  269.992  (m)          885.80   (f) ADJ UNCH    2 0
 MD0818
 MD0818.Superseded values are not recommended for survey control.
 MD0818
 MD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0818.See file dsdata.pdf to determine how the superseded data were derived.
 MD0818
 MD0818_MARKER: DR = REFERENCE MARK DISK
 MD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0818_STAMPING: WOW NO 1 1946
 MD0818_MARK LOGO: CGS
 MD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0818+STABILITY: SURFACE MOTION
 MD0818
 MD0818  HISTORY     - Date     Condition        Report By
 MD0818  HISTORY     - 1946     MONUMENTED       CGS
 MD0818  HISTORY     - 1963     GOOD             CGS
 MD0818
 MD0818                          STATION DESCRIPTION
 MD0818
 MD0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0818'4.1 MI ENE FROM ARCOLA.
 MD0818'LOCATED 4.1 MILES EAST-NORTHEAST OF THE POST OFFICE IN ARCOLA.
 MD0818'TO REACH FROM THE POST OFFICE IN ARCOLA, DRIVE 0.45 MILES EAST
 MD0818'ON THE ARCOLA ROAD TO THE FELGER ROAD, TURN LEFT AND GO 2.0
 MD0818'MILES NORTH TO OLD U.S. HIGHWAY 30, TURN RIGHT AND GO EAST 3.1
 MD0818'MILES TO THE MARK ON THE RIGHT.  THE MARK IS 0.1 MILE EAST OF
 MD0818'THE JUNCTION OF FLAUGH ROAD AND OLD U.S. HIGHWAY 30, 126.43
 MD0818'FEET EAST OF THE STATION AND 46.6 FEET SOUTH OF THE CENTERLINE
 MD0818'OF OLD U.S. HIGHWAY 30.  A STANDARD DISK STAMPED WOW NO 1 1946,
 MD0818'SET IN TOP OF 1 FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 MD0818'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1799 ***********************************************************************
 KA1799  DESIGNATION -  WRIGHT
 KA1799  PID         -  KA1799
 KA1799  STATE/COUNTY-  IN/GREENE
 KA1799  COUNTRY     -  US
 KA1799  USGS QUAD   -  LINTON (2019)
 KA1799
 KA1799                         *CURRENT SURVEY CONTROL
 KA1799  ______________________________________________________________________
 KA1799* NAD 83(1997) POSITION- 39 07 13.66460(N) 087 11 42.60134(W)   ADJUSTED
 KA1799* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 KA1799  ______________________________________________________________________
 KA1799  GEOID HEIGHT    -        -32.498 (meters)                     GEOID18
 KA1799  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 KA1799  HORZ ORDER      -  FIRST
 KA1799
 KA1799.The horizontal coordinates were established by classical geodetic methods
 KA1799.and adjusted by the National Geodetic Survey in May 1999.
 KA1799
 KA1799.The orthometric height was scaled from a topographic map.
 KA1799
 KA1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1799.GEOID18 height accuracy estimate available here.
 KA1799
 KA1799.Click photographs - Photos may exist for this station.
 KA1799
 KA1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 KA1799
 KA1799. The following values were computed from the NAD 83(1997) position.
 KA1799
 KA1799;                    North         East     Units Scale Factor Converg.
 KA1799;SPC IN W     -   429,875.130   890,329.018   MT  0.99996782   -0 04 14.0
 KA1799;SPC IN W     - 1,410,348.66  2,921,021.12   sFT  0.99996782   -0 04 14.0
 KA1799;UTM  16      - 4,330,162.692   483,128.831   MT  0.99960350   -0 07 23.3
 KA1799
 KA1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1799!SPC IN W     -   0.99997280  x   0.99996782  =   0.99994062
 KA1799!UTM  16      -   0.99997280  x   0.99960350  =   0.99957631
 KA1799
 KA1799:                Primary Azimuth Mark                     Grid Az
 KA1799:SPC IN W     -  WRIGHT AZ MK                             073 29 57.4
 KA1799:UTM  16      -  WRIGHT AZ MK                             073 33 06.7
 KA1799
 KA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8312830162(NAD 83)
 KA1799
 KA1799|---------------------------------------------------------------------|
 KA1799| PID    Reference Object                     Distance      Geod. Az  |
 KA1799|                                                           dddmmss.s |
 KA1799| CM4037 WRIGHT RM 1                          41.480 METERS 02309     |
 KA1799| CM4036 WRIGHT AZ MK                                       0732543.4 |
 KA1799| CM4038 WRIGHT RM 2                          80.275 METERS 10233     |
 KA1799|---------------------------------------------------------------------|
 KA1799
 KA1799                          SUPERSEDED SURVEY CONTROL
 KA1799
 KA1799  NAD 83(1986)-  39 07 13.67095(N)    087 11 42.59690(W) AD(       ) 1
 KA1799  NAD 27      -  39 07 13.51500(N)    087 11 42.55300(W) AD(       ) 1
 KA1799  USSD        -  39 07 13.64000(N)    087 11 42.41000(W) AD(       ) 3
 KA1799
 KA1799.Superseded values are not recommended for survey control.
 KA1799
 KA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1799.See file dsdata.pdf to determine how the superseded data were derived.
 KA1799
 KA1799_MARKER: DS = TRIANGULATION STATION DISK
 KA1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1799_STAMPING: WRIGHT 1886 1947
 KA1799_MARK LOGO: CGS
 KA1799_PROJECTION: FLUSH
 KA1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1799+STABILITY: SURFACE MOTION
 KA1799
 KA1799  HISTORY     - Date     Condition        Report By
 KA1799  HISTORY     - 1886     MONUMENTED       CGS
 KA1799  HISTORY     - 1935     GOOD             CGS
 KA1799  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KA1799
 KA1799                          STATION DESCRIPTION
 KA1799
 KA1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (GAF)
 KA1799'IN WRIGHT TOWNSHIP NEAR THE CENTER OF SEC. 21, T. 8 N., R. 7 W., ON
 KA1799'LAND OWNED BY W.H. SMITH WHOSE HOUSE AND BARNS ARE ABOUT 150
 KA1799'METERS IN A NORTHWESTERLY DIRECTION FROM THE STATION. THE STATION IS
 KA1799'ON THE CREST OF THE HIGHEST GROUND IN THE NEIGHBORHOOD AND IS
 KA1799'MARKED BY A CROSS IN THE TOP OF A STONE POST 6 INCHES SQUARE AND 30
 KA1799'INCHES LONG INSCRIBED WITH THE LETTERS U.S.C. AND G.S. THE
 KA1799'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES ABOUT 6 INCHES
 KA1799'LONG AND MARKED WITH RAISED LETTERS U.S.C.S. THE THREE
 KA1799'REFERENCE MARKS ARE STONE POSTS 6 INCHES SQUARE AND 30 INCHES LONG.
 KA1799'THE REFERENCE MARKS ARE NEAR THE FENCE ALONG THE WEST SIDE OF THE
 KA1799'ROAD EAST OF THE STATION AT THE FOLLOWING DISTANCES AND MAGNETIC
 KA1799'BEARINGS FROM THE STATION- JUST SOUTH OF THE DRIVEWAY TO SMITHS
 KA1799'HOUSE, 98.7 METERS N 47 DEG 30 MIN E, 77.7 METERS N 88 DEG
 KA1799'30 MIN E, AND NEAR THE SOUTHEAST CORNER OF THE QUARTER SECTION,
 KA1799'137.6 METERS S 38 DEG 30 MIN E.
 KA1799
 KA1799                          STATION RECOVERY (1935)
 KA1799
 KA1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPH)
 KA1799'DESCRIPTION IN ORIGINAL FITS AND IS CORRECT WITH THE FOLLOWING
 KA1799'EXCEPTIONS- WAS UNABLE TO FIND REFERENCE STONE AT 77.7 METERS N.
 KA1799'88 DEG. 30 MIN. E. OR AT 137.6 METERS S. 38 DEG. 30 MIN. E. THE
 KA1799'PROPERTY IS STILL KNOWN AS THE SMITH FARM.
 KA1799'
 KA1799'ADD TO DESCRIPTION- 7 MILES NORTH OF LINTON OR 3 MILES SOUTH OF
 KA1799'JASONVILLE VIA STATE HIGHWAY 59 AND ABOUT 1/2 MILE ALONG A ROAD
 KA1799'WEST FROM STATE HIGHWAY 59 TO A ROAD CROSSING ABOUT ONE CITY BLOCK
 KA1799'WEST OF THE STORES AT MIDLAND. IN THE SOUTHEAST CORNER OF THE
 KA1799'INTERSECTION IS THE REMAINS OF A BRICK BUILDING. THE MOST NORTHERLY
 KA1799'OF THE REFERENCE STONES IS LOCATED ABOUT 1.5 FEET WEST OF THE
 KA1799'WEST ROAD FENCE AND 28.0 FEET SOUTH OF THE SOUTH LANE FENCE. THE
 KA1799'PILOT STONE IS FLUSH WITH THE GROUND IN CULTIVATED LAND. IN THE
 KA1799'WEST FENCE LINE ALONG THE ROAD STANDS TWO SASSAFRAS TREES, EACH OF
 KA1799'ABOUT 20-INCH DIAMETER, THE NORTHERNMOST OF WHICH BEARS N 89 DEG
 KA1799'E, 255.5 FEET DISTANT. A 10-INCH COTTONWOOD TREE BEARS N 34
 KA1799'DEG E, 30 FEET DISTANT. A 10-INCH COTTONWOOD TREE BEARS S 67 DEG
 KA1799'E, 22 FEET DISTANT.
 KA1799
 KA1799                          STATION RECOVERY (1947)
 KA1799
 KA1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1799'THE STONE STATION MARK WAS THE ONLY MARK RECOVERED. IT WAS SUPPLANTED
 KA1799'BY STANDARD BRONZE DISK STATION MARKS SET IN CONCRETE.
 KA1799'TWO REFERENCE MARKS AND AN AZIMUTH MARK
 KA1799'WERE ESTABLISHED. THEY ARE STANDARD BRONZE DISKS SET IN
 KA1799'CONCRETE. THE ORIGINAL DESCRIPTION WAS NOT
 KA1799'AVAILABLE FOR COMPARISON. A COMPLETE DESCRIPTION FOLLOWS-
 KA1799'
 KA1799'STATION IS ABOUT 4.8 MILES NORTHEAST OF DUGGER, 3 MILES SOUTH OF
 KA1799'JASONVILLE, ON PROPERTY OF WALTER F. STOCKRAHM, 282 FEET WEST OF
 KA1799'APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 280 FEET SOUTH OF
 KA1799'APPROXIMATE CENTERLINE OF GRAVELED ROAD.  THE UNDERGROUND MARK IS
 KA1799'ERRONEOUSLY STAMPED WRIGHT 1886 RESET 1947. THE MARK IS FLUSH WITH
 KA1799'THE GROUND, AND THE DISK IS STAMPED WRIGHT 1886 1947.
 KA1799'
 KA1799'REFERENCE MARK NO. 1 IS 136.09 FEET NORTH-NORTHEAST OF STATION, 144
 KA1799'FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 1 FOOT
 KA1799'SOUTH OF A TELEPHONE POLE. THE MARK PROJECTS 6 INCHES, AND THE DISK
 KA1799'IS STAMPED WRIGHT NO 1 1947.
 KA1799'
 KA1799'REFERENCE MARK NO. 2 IS 263.37 FEET EAST-SOUTHEAST OF STATION AND 22
 KA1799'FEET WEST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD. THE MARK
 KA1799'PROJECTS 6 INCHES, AND THE DISK IS STAMPED WRIGHT NO 2 1947.
 KA1799'
 KA1799'AZIMUTH MARK IS 0.2 MILE EAST-NORTHEAST OF STATION, 30 FEET EAST OF
 KA1799'APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 2 FEET NORTH OF A
 KA1799'WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES AND THE DISK IS
 KA1799'STAMPED WRIGHT 1947.
 KA1799'
 KA1799'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 59 AT THE EAST
 KA1799'EDGE OF JASONVILLE, GO SOUTH ON STATE HIGHWAY 59 FOR 2.9 MILES
 KA1799'TO SIDE ROAD RIGHT JUST SOUTH OF THE WRIGHT HIGH SCHOOL, TURN RIGHT
 KA1799'AND GO WEST FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH
 KA1799'FOR 0.1 MILE TO A CROSSROAD. STATION IS ABOUT 100 YARDS SOUTHWEST OF
 KA1799'THIS CROSSROAD IN FIELD.
 KA1799'
 KA1799'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST FOR ABOUT 100 YARDS
 KA1799'TO CROSSROAD, GO EAST FOR 0.15 MILE TO AZIMUTH ON RIGHT AT LEFT
 KA1799'TURN IN ROAD.
 KA1799'
 KA1799'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3260 ***********************************************************************
 JZ3260  DESIGNATION -  WRIGHT
 JZ3260  PID         -  JZ3260
 JZ3260  STATE/COUNTY-  IN/DEARBORN
 JZ3260  COUNTRY     -  US
 JZ3260  USGS QUAD   -  GUILFORD (2019)
 JZ3260
 JZ3260                         *CURRENT SURVEY CONTROL
 JZ3260  ______________________________________________________________________
 JZ3260* NAD 83(1997) POSITION- 39 07 30.38695(N) 084 56 44.91469(W)   ADJUSTED
 JZ3260* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 JZ3260  ______________________________________________________________________
 JZ3260  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 JZ3260  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 JZ3260  HORZ ORDER      -  FIRST
 JZ3260
 JZ3260.The horizontal coordinates were established by classical geodetic methods
 JZ3260.and adjusted by the National Geodetic Survey in May 1999.
 JZ3260
 JZ3260.The orthometric height was scaled from a topographic map.
 JZ3260
 JZ3260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3260.GEOID18 height accuracy estimate available here.
 JZ3260
 JZ3260.Click photographs - Photos may exist for this station.
 JZ3260
 JZ3260.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3260
 JZ3260. The following values were computed from the NAD 83(1997) position.
 JZ3260
 JZ3260;                    North         East     Units Scale Factor Converg.
 JZ3260;SPC IN E     -   430,632.286   162,333.396   MT  1.00001449   +0 27 17.6
 JZ3260;SPC IN E     - 1,412,832.76    532,588.82   sFT  1.00001449   +0 27 17.6
 JZ3260;SPC OH S     -   127,765.689   388,539.185   MT  0.99994609   -1 33 06.9
 JZ3260;SPC OH S     -   419,177.93  1,274,732.31   sFT  0.99994609   -1 33 06.9
 JZ3260;UTM  16      - 4,332,669.144   677,570.109   MT  0.99998826   +1 17 47.6
 JZ3260
 JZ3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3260!SPC IN E     -   0.99996193  x   1.00001449  =   0.99997642
 JZ3260!SPC OH S     -   0.99996193  x   0.99994609  =   0.99990802
 JZ3260!UTM  16      -   0.99996193  x   0.99998826  =   0.99995019
 JZ3260
 JZ3260:                Primary Azimuth Mark                     Grid Az
 JZ3260:SPC IN E     -  WRIGHT AZ MK                             352 21 21.9
 JZ3260:SPC OH S     -  WRIGHT AZ MK                             354 21 46.4
 JZ3260:UTM  16      -  WRIGHT AZ MK                             351 30 51.9
 JZ3260
 JZ3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7757032669(NAD 83)
 JZ3260
 JZ3260|---------------------------------------------------------------------|
 JZ3260| PID    Reference Object                     Distance      Geod. Az  |
 JZ3260|                                                           dddmmss.s |
 JZ3260| JZ3266 BEACON 2 R                          APPROX.20.1 KM 0060407.2 |
 JZ3260| JZ3253 CHEVIOT AIRPORT BEACON              APPROX.26.3 KM 0822606.7 |
 JZ3260| HZ2515 BEACON NO 70                        APPROX.34.0 KM 1395511.9 |
 JZ3260| CC9661 WRIGHT RM 1                          49.290 METERS 15451     |
 JZ3260| HZ2550 BEACON NO 60                        APPROX.40.1 KM 1735200.4 |
 JZ3260| JZ3331 MILAN MUNICIPAL TANK                APPROX.16.4 KM 2693104.7 |
 JZ3260| CC9662 WRIGHT RM 2                         107.930 METERS 29640     |
 JZ3260| JZ3261 NEW ALSACE CATH CHURCH SPIRE        APPROX.13.0 KM 3390214.1 |
 JZ3260| JZ3259 YORKVILLE CATHOLIC CH STEEPLE       APPROX. 9.2 KM 3480115.4 |
 JZ3260| CC9660 WRIGHT AZ MK                                       3524839.5 |
 JZ3260|---------------------------------------------------------------------|
 JZ3260
 JZ3260                          SUPERSEDED SURVEY CONTROL
 JZ3260
 JZ3260  NAD 83(1995)-  39 07 30.38740(N)    084 56 44.91381(W) AD(       ) 1
 JZ3260  NAD 83(1993)-  39 07 30.39214(N)    084 56 44.91921(W) AD(       ) 1
 JZ3260  NAD 83(1986)-  39 07 30.39044(N)    084 56 44.92332(W) AD(       ) 1
 JZ3260  NAD 27      -  39 07 30.19300(N)    084 56 45.09300(W) AD(       ) 1
 JZ3260
 JZ3260.Superseded values are not recommended for survey control.
 JZ3260
 JZ3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3260.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3260
 JZ3260_MARKER: DS = TRIANGULATION STATION DISK
 JZ3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3260_STAMPING: WRIGHT 1932
 JZ3260_MARK LOGO: CGS
 JZ3260_PROJECTION: RECESSED 30 CENTIMETERS
 JZ3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3260+STABILITY: SURFACE MOTION
 JZ3260
 JZ3260  HISTORY     - Date     Condition        Report By
 JZ3260  HISTORY     - 1932     MONUMENTED       CGS
 JZ3260  HISTORY     - 1947     GOOD             CGS
 JZ3260
 JZ3260                          STATION DESCRIPTION
 JZ3260
 JZ3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 JZ3260'ABOUT 6 MILES NORTH OF AURORA. THE STATION IS ABOUT 6.5 MILES NORTH
 JZ3260'OF AURORA BY STATE HIGHWAYS 46 AND 48, AND ABOUT 6.5 MILES
 JZ3260'NORTHWEST OF LAWRENCEBURG BY STATE HIGHWAY 46, AND ABOUT 1 MILE EAST
 JZ3260'OF WRIGHT CORNERS AND 0.5 MILE WEST OF THE INTERSECTION OF
 JZ3260'STATE ROUTES 46 AND 48. IT IS ON LAND OWNED BY V. O SHAUGHNESSY OF
 JZ3260'LAWRENCEBURG. IT IS 42 M.  SOUTHWEST OF A BRICK HOUSE WITH WOODEN
 JZ3260'SHINGLES OCCUPIED BY MISS O SHAUGHNESSY. IT IS 16 METERS NORTH OF THE
 JZ3260'CENTER LINE OF STATE HIGHWAY 46, 7 METERS NORTH OF THE FENCE
 JZ3260'WHICH FORMS THE NORTH BOUNDARY OF THE HIGHWAY, AND 12 METERS
 JZ3260'WEST OF THE FENCE ON THE WEST SIDE OF THE FRONT YARD OF THE BRICK
 JZ3260'HOUSE. THE STATION IS ABOUT 1 FOOT UNDER THE GROUND.
 JZ3260'
 JZ3260'TO REACH FROM WRIGHT CORNERS, GO EAST ON STATE HIGHWAY 46 FOR A
 JZ3260'DISTANCE OF 1 MILE TO THE STATION ON THE NORTH SIDE OF THE
 JZ3260'HIGHWAY, SOUTHWEST OF RED BRICK HOUSE.
 JZ3260'
 JZ3260'REFERENCE MARK NO. 1 IS ON THE SOUTH SIDE OF STATE HIGHWAY 46, 0.3
 JZ3260'METER SOUTH OF THE RIGHT-OF-WAY FENCE AND 14 METERS SOUTH OF
 JZ3260'THE SOUTHWEST CORNER OF A YELLOW BRICK POST ON THE EAST SIDE OF THE
 JZ3260'ENTRANCE OF THE DRIVEWAY INTO THE O SHAUGHNESSY RESIDENCE ON
 JZ3260'THE NORTH SIDE OF THE ROAD.
 JZ3260'
 JZ3260'REFERENCE MARK NO. 2 IS IN THE FENCE LINE OR THE SOUTH RIGHT-OF-WAY
 JZ3260'FENCE OF STATE HIGHWAY 46 AND 21 METERS NORTHWEST
 JZ3260'OF THE NORTHWEST CORNER OF THE FRONT PORCH OF A WHITE FRAME HOUSE
 JZ3260'WITH ASBESTOS SHINGLE ROOF ON THE SOUTH SIDE OF THE HIGHWAY.
 JZ3260'
 JZ3260'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF STATE HWY. 46 ABOUT 3
 JZ3260'METERS SOUTH OF THE SOUTHWEST CORNER OF A SMALL WOODEN BARN
 JZ3260'WITH WOODEN SHINGLE ROOF. THE BARN IS ON A HILL NORTHWEST OF THE
 JZ3260'STATION AND VERY PROMINENT.
 JZ3260
 JZ3260                          STATION RECOVERY (1947)
 JZ3260
 JZ3260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3260'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN GOOD
 JZ3260'CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS.
 JZ3260'
 JZ3260'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LAWRENCEBURG, INDIANA,
 JZ3260'6 MILES NORTH OF AURORA AND 1 MILE E. S. E.  OF
 JZ3260'WRIGHT CORNERS ON LAND OWNED BY V. O SHAUGHNESSY, 54 FEET
 JZ3260'NORTH-NORTHEAST OF THE CENTERLINE OF STATE HWY 48 135 FT.  S.
 JZ3260'W.  OF BRICK HOUSE OCCUPIED BY MISS O SHAUGHNESSY, 39 FEET WEST OF
 JZ3260'FENCE ON THE WEST SIDE OF YARD FENCE AROUND BRICK HOUSE, 33 FEET
 JZ3260'NORTHWEST OF THE WEST END OF ROCK WALL AND 22 FEET NORTH-NORTHEAST OF
 JZ3260'FENCE. THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JZ3260'AND THE DISK IS STAMPED WRIGHT 1932.
 JZ3260'
 JZ3260'REFERENCE MARK NO. 1 IS 161.71 FEET SOUTHEAST OF THE STATION, 56 FEET
 JZ3260'SOUTH OF FLAGPOLE AT ENTRANCE TO BRICK RESIDENCE AND 22
 JZ3260'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 48. THE MARK PROJECTS 2
 JZ3260'INCHES AND THE DISK IS STAMPED WRIGHT NO. 1 1932.  (LINE OF VIEW
 JZ3260'TO REFERENCE MARK NO. 1 OBSTRUCTED.)
 JZ3260'
 JZ3260'REFERENCE MARK NO. 2 IS 354.09 FEET WEST OF THE STATION, 65 FEET
 JZ3260'NORTHWEST OF THE NORTHWEST CORNER OF PORCH ON WHITE HOUSE AND 20
 JZ3260'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 48. THE MARK PROJECTS 2
 JZ3260'INCHES AND THE DISK IS STAMPED WRIGHT NO 2 1932.
 JZ3260'
 JZ3260'THE AZIMUTH MARK IS 0.6 MILE NORTH-NORTHWEST OF THE STATION AND 1
 JZ3260'FOOT SOUTH OF THE SOUTHWEST CORNER OF BARN ON A HIGH KNOLL
 JZ3260'NORTH-NORTHWEST OF THE STATION. THE MARK PROJECTS 2 INCHES AND THE
 JZ3260'DISK IS STAMPED WRIGHT 1932.
 JZ3260'
 JZ3260'TO REACH THE STATION FROM WRIGHT CORNERS ON STATE HIGHWAY 48, GO
 JZ3260'EAST-SOUTHEAST ON STATE HIGHWAY 48 FOR 1.0 MILE TO THE STATION
 JZ3260'ON THE LEFT AS DESCRIBED.
 JZ3260'
 JZ3260'TO REACH THE AZIMUTH MARK FROM WRIGHT CORNERS, GO NORTH ON OILED ROAD
 JZ3260'FOR 0.2 MILE TO GATE ON THE RIGHT AT THE NORTHWEST CORNER
 JZ3260'OF FIELD. TURN RIGHT THROUGH GATE AND GO EAST ALONG THE SOUTH SIDE OF
 JZ3260'FENCE FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW TRACK
 JZ3260'ROAD SOUTHEAST FOR 0.2 MILE TO A LONE BARN AND THE AZIMUTH MARK.
 JZ3260'
 JZ3260'OBSERVATIONS WERE TAKEN FROM A 90-FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2235 ***********************************************************************
 LA2235  DESIGNATION -  WRIGHT
 LA2235  PID         -  LA2235
 LA2235  STATE/COUNTY-  IN/WABASH
 LA2235  COUNTRY     -  US
 LA2235  USGS QUAD   -  RICHVALLEY (2019)
 LA2235
 LA2235                         *CURRENT SURVEY CONTROL
 LA2235  ______________________________________________________________________
 LA2235* NAD 83(1997) POSITION- 40 49 27.33172(N) 085 53 19.79074(W)   ADJUSTED
 LA2235* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 LA2235  ______________________________________________________________________
 LA2235  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 LA2235  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 LA2235  HORZ ORDER      -  FIRST
 LA2235
 LA2235.The horizontal coordinates were established by classical geodetic methods
 LA2235.and adjusted by the National Geodetic Survey in May 1999.
 LA2235
 LA2235.The orthometric height was scaled from a topographic map.
 LA2235
 LA2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2235.GEOID18 height accuracy estimate available here.
 LA2235
 LA2235.Click photographs - Photos may exist for this station.
 LA2235
 LA2235.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2235
 LA2235. The following values were computed from the NAD 83(1997) position.
 LA2235
 LA2235;                    North         East     Units Scale Factor Converg.
 LA2235;SPC IN E     -   619,066.152    81,259.241   MT  0.99997099   -0 08 42.9
 LA2235;SPC IN E     - 2,031,052.87    266,598.03   sFT  0.99997099   -0 08 42.9
 LA2235;UTM  16      - 4,519,842.441   593,699.676   MT  0.99970806   +0 43 35.3
 LA2235
 LA2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2235!SPC IN E     -   0.99996742  x   0.99997099  =   0.99993842
 LA2235!UTM  16      -   0.99996742  x   0.99970806  =   0.99967549
 LA2235
 LA2235:                Primary Azimuth Mark                     Grid Az
 LA2235:SPC IN E     -  WRIGHT AZ MK                             090 51 53.5
 LA2235:UTM  16      -  WRIGHT AZ MK                             089 59 35.3
 LA2235
 LA2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9369919842(NAD 83)
 LA2235
 LA2235|---------------------------------------------------------------------|
 LA2235| PID    Reference Object                     Distance      Geod. Az  |
 LA2235|                                                           dddmmss.s |
 LA2235| CC9663 WRIGHT AZ MK                                       0904310.6 |
 LA2235| CC9664 WRIGHT RM 1                          30.242 METERS 10006     |
 LA2235| LA2226 WABASH ASBESTOS MFG WATER TANK      APPROX. 6.7 KM 1002358.2 |
 LA2235| LA2227 WABASH MUNICIPAL STANDPIPE          APPROX. 6.5 KM 1110305.3 |
 LA2235| LA2230 WABASH CO CTHSE CLOCKTOWER          APPROX. 6.4 KM 1164800.7 |
 LA2235| LA2228 WABASH GENERAL TIRE RUBBER TK       APPROX. 5.0 KM 1221002.3 |
 LA2235| CC9665 WRIGHT RM 2                          30.267 METERS 34830     |
 LA2235|---------------------------------------------------------------------|
 LA2235
 LA2235                          SUPERSEDED SURVEY CONTROL
 LA2235
 LA2235  NAD 83(1986)-  40 49 27.33567(N)    085 53 19.80285(W) AD(       ) 1
 LA2235  NAD 27      -  40 49 27.17660(N)    085 53 19.84510(W) AD(       ) 1
 LA2235
 LA2235.Superseded values are not recommended for survey control.
 LA2235
 LA2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2235.See file dsdata.pdf to determine how the superseded data were derived.
 LA2235
 LA2235_MARKER: DS = TRIANGULATION STATION DISK
 LA2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2235_STAMPING: WRIGHT 1948
 LA2235_MARK LOGO: CGS
 LA2235_PROJECTION: FLUSH
 LA2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2235+STABILITY: SURFACE MOTION
 LA2235
 LA2235  HISTORY     - Date     Condition        Report By
 LA2235  HISTORY     - 1948     MONUMENTED       CGS
 LA2235
 LA2235                          STATION DESCRIPTION
 LA2235
 LA2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2235'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PERU AND 3-1/2 MILES
 LA2235'NORTHWEST OF WABASH.
 LA2235'
 LA2235'IT IS 38 FEET NORTH OF CENTER OF A GRAVEL ROAD, 26 FEET NORTHEAST OF A
 LA2235'FENCE CORNER, 19 FEET EAST OF A FENCE AND 19 FEET NORTH OF A WHITE
 LA2235'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LA2235'STAMPED WRIGHT 1948.
 LA2235'
 LA2235'REFERENCE MARK NO. 1 IS 99.22 FEET EAST OF STATION.  IT IS 19 FEET
 LA2235'NORTH OF CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE
 LA2235'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WRIGHT NO 1 1948.
 LA2235'
 LA2235'REFERENCE MARK NO. 2 IS 99.30 FEET NORTH OF STATION.  IT IS 136 FEET
 LA2235'NORTH OF CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK
 LA2235'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WRIGHT NO 2 1948.
 LA2235'
 LA2235'AZIMUTH MARK IS 0.45 MILE EAST OF STATION.  IT IS 18 FEET WEST OF A
 LA2235'FENCE CORNER, 18 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 2 FEET
 LA2235'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 LA2235'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WRIGHT 1948.
 LA2235'
 LA2235'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 LA2235'HIGHWAY 24 IN THE NORTHWEST EDGE OF WABASH, GO NORTH OF HIGHWAY 15 FOR
 LA2235'1.8 MILES TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST FOR 1.1 MILES TO
 LA2235'THE JUNCTION OF STATE HIGHWAY 115, CONTINUE WEST ON GRAVEL ROAD FOR
 LA2235'0.65 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE WEST FOR
 LA2235'0.45 MILE TO STATION MARK ON RIGHT AS DESCRIBED.
 LA2235'
 LA2235'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0553 ***********************************************************************
 HA0553  DESIGNATION -  WSM 169
 HA0553  PID         -  HA0553
 HA0553  STATE/COUNTY-  IN/SPENCER
 HA0553  COUNTRY     -  US
 HA0553  USGS QUAD   -  LEWISPORT (2019)
 HA0553
 HA0553                         *CURRENT SURVEY CONTROL
 HA0553  ______________________________________________________________________
 HA0553* NAD 83(1986) POSITION- 37 57 00.     (N) 086 57 43.     (W)   SCALED
 HA0553* NAVD 88 ORTHO HEIGHT -   120.556 (meters)      395.52  (feet) ADJUSTED
 HA0553  ______________________________________________________________________
 HA0553  GEOID HEIGHT    -        -31.419 (meters)                     GEOID18
 HA0553  DYNAMIC HEIGHT  -        120.475 (meters)      395.26  (feet) COMP
 HA0553  MODELED GRAVITY -    979,954.9   (mgal)                       NAVD 88
 HA0553
 HA0553  VERT ORDER      -  FIRST     CLASS II
 HA0553
 HA0553.The horizontal coordinates were scaled from a map and have
 HA0553.an estimated accuracy of +/- 6 seconds.
 HA0553
 HA0553.The orthometric height was determined by differential leveling and
 HA0553.adjusted by the NATIONAL GEODETIC SURVEY
 HA0553.in June 1991.
 HA0553
 HA0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0553.GEOID18 height accuracy estimate available here.
 HA0553
 HA0553.Click photographs - Photos may exist for this station.
 HA0553
 HA0553.The dynamic height is computed by dividing the NAVD 88
 HA0553.geopotential number by the normal gravity value computed on the
 HA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0553.degrees latitude (g = 980.6199 gals.).
 HA0553
 HA0553.The modeled gravity was interpolated from observed gravity values.
 HA0553
 HA0553;                    North         East    Units  Estimated Accuracy
 HA0553;SPC IN W     -   299,950.      910,670.      MT  (+/- 180 meters Scaled)
 HA0553
 HA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH033002(NAD 83)
 HA0553
 HA0553                          SUPERSEDED SURVEY CONTROL
 HA0553
 HA0553  NGVD 29 (??/??/92)  120.663  (m)          395.88   (f) ADJ UNCH    1 2
 HA0553
 HA0553.Superseded values are not recommended for survey control.
 HA0553
 HA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0553.See file dsdata.pdf to determine how the superseded data were derived.
 HA0553
 HA0553_MARKER: DB = BENCH MARK DISK
 HA0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0553_SP_SET: BRIDGE
 HA0553_STAMPING: WSM 169 396 1958
 HA0553_MARK LOGO: USGS
 HA0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0553
 HA0553  HISTORY     - Date     Condition        Report By
 HA0553  HISTORY     - 1958     MONUMENTED       USGS
 HA0553  HISTORY     - 1965     GOOD             CGS
 HA0553
 HA0553                          STATION DESCRIPTION
 HA0553
 HA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0553'1.8 MI NE FROM GRANDVIEW.
 HA0553'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0553'AT GRANDVIEW, IN SECTION 34, T 6 S, R 5 W, 15 FEET SOUTH OF THE
 HA0553'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST PILLAR OF THE
 HA0553'SOUTH CONCRETE BANNISTER OF A BRIDGE OVER SAND CREEK, 3 1/2 FEET
 HA0553'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2210 ***********************************************************************
 ME2210  CBN         -  This is a Cooperative Base Network Control Station.
 ME2210  DESIGNATION -  WYATT
 ME2210  PID         -  ME2210
 ME2210  STATE/COUNTY-  IN/ST JOSEPH
 ME2210  COUNTRY     -  US
 ME2210  USGS QUAD   -  WYATT (2019)
 ME2210
 ME2210                         *CURRENT SURVEY CONTROL
 ME2210  ______________________________________________________________________
 ME2210* NAD 83(2011) POSITION- 41 30 16.07573(N) 086 09 22.85017(W)   ADJUSTED
 ME2210* NAD 83(2011) ELLIP HT-   215.273 (meters)        (06/27/12)   ADJUSTED
 ME2210* NAD 83(2011) EPOCH   -  2010.00
 ME2210* NAVD 88 ORTHO HEIGHT -   249.2   (meters)      818.    (feet) GPS OBS
 ME2210  ______________________________________________________________________
 ME2210  NAVD 88 orthometric height was determined with geoid model    GEOID03
 ME2210  GEOID HEIGHT    -        -33.860 (meters)                     GEOID03
 ME2210  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 ME2210  NAD 83(2011) X  -    320,678.393 (meters)                     COMP
 ME2210  NAD 83(2011) Y  - -4,773,050.353 (meters)                     COMP
 ME2210  NAD 83(2011) Z  -  4,204,686.349 (meters)                     COMP
 ME2210  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 ME2210
 ME2210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME2210  Standards:
 ME2210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME2210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME2210  -------------------------------------------------------------------
 ME2210  NETWORK    0.41   1.08           0.19   0.14   0.55      0.05234670
 ME2210  -------------------------------------------------------------------
 ME2210  Click here for local accuracies and other accuracy information.
 ME2210
 ME2210.The horizontal coordinates were established by GPS observations
 ME2210.and adjusted by the National Geodetic Survey in June 2012.
 ME2210
 ME2210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME2210.been affixed to the stable North American tectonic plate. See 
 ME2210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME2210
 ME2210.The horizontal coordinates are valid at the epoch date displayed above
 ME2210.which is a decimal equivalence of Year/Month/Day.
 ME2210
 ME2210.The orthometric height was determined by GPS observations and a
 ME2210.high-resolution geoid model.
 ME2210
 ME2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2210.GEOID18 height accuracy estimate available here.
 ME2210
 ME2210.Click photographs - Photos may exist for this station.
 ME2210
 ME2210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2210
 ME2210.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2210
 ME2210.The ellipsoidal height was determined by GPS observations
 ME2210.and is referenced to NAD 83.
 ME2210
 ME2210. The following values were computed from the NAD 83(2011) position.
 ME2210
 ME2210;                    North         East     Units Scale Factor Converg.
 ME2210;SPC IN E     -   694,697.426    59,117.656   MT  0.99998723   -0 19 28.2
 ME2210;SPC IN E     - 2,279,186.47    193,955.18   sFT  0.99998723   -0 19 28.2
 ME2210;UTM  16      - 4,595,103.502   570,409.072   MT  0.99966101   +0 33 32.7
 ME2210
 ME2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2210!SPC IN E     -   0.99996624  x   0.99998723  =   0.99995347
 ME2210!UTM  16      -   0.99996624  x   0.99966101  =   0.99962726
 ME2210
 ME2210:                Primary Azimuth Mark                     Grid Az
 ME2210:SPC IN E     -  WYATT AZ MK                              326 09 37.0
 ME2210:UTM  16      -  WYATT AZ MK                              325 16 36.1
 ME2210
 ME2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7040995103(NAD 83)
 ME2210
 ME2210|---------------------------------------------------------------------|
 ME2210| PID    Reference Object                     Distance      Geod. Az  |
 ME2210|                                                           dddmmss.s |
 ME2210| CM4040 WYATT RM 1                           40.133 METERS 05056     |
 ME2210| ME2280 BREMEN ST PAULS LUTH CH SPIRE       APPROX. 6.6 KM 1712252.2 |
 ME2210| ME2279 BREMEN MUNICIPAL STANDPIPE          APPROX. 6.5 KM 1734159.5 |
 ME2210| CM4042 WYATT RM 3                           29.998 METERS 32543     |
 ME2210| CM4041 WYATT RM 2                           29.984 METERS 32544     |
 ME2210| CM4039 WYATT AZ MK                                        3255008.8 |
 ME2210|---------------------------------------------------------------------|
 ME2210
 ME2210                          SUPERSEDED SURVEY CONTROL
 ME2210
 ME2210  NAD 83(2007)-  41 30 16.07570(N)    086 09 22.85084(W) AD(2002.00) 0
 ME2210  ELLIP H (02/10/07)  215.291  (m)                       GP(2002.00)    
 ME2210  NAD 83(1997)-  41 30 16.07566(N)    086 09 22.85088(W) AD(       ) A
 ME2210  ELLIP H (01/19/05)  215.292  (m)                       GP(       ) 4 1
 ME2210  NAD 83(1997)-  41 30 16.07370(N)    086 09 22.85225(W) AD(       ) 2
 ME2210  NAD 83(1994)-  41 30 16.07730(N)    086 09 22.85956(W) AD(       ) 2
 ME2210  NAD 83(1986)-  41 30 16.07724(N)    086 09 22.85962(W) AD(       ) 2
 ME2210  NAD 27      -  41 30 15.90620(N)    086 09 22.84460(W) AD(       ) 2
 ME2210
 ME2210.Superseded values are not recommended for survey control.
 ME2210
 ME2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2210.See file dsdata.pdf to determine how the superseded data were derived.
 ME2210
 ME2210_MARKER: DS = TRIANGULATION STATION DISK
 ME2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2210_STAMPING: WYATT 1952
 ME2210_MARK LOGO: CGS
 ME2210_PROJECTION: FLUSH
 ME2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2210+STABILITY: SURFACE MOTION
 ME2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2210+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 ME2210
 ME2210  HISTORY     - Date     Condition        Report By
 ME2210  HISTORY     - 1952     MONUMENTED       CGS
 ME2210  HISTORY     - 1975     GOOD             NGS
 ME2210  HISTORY     - 1984     GOOD             USPSQD
 ME2210  HISTORY     - 19940819 GOOD             USPSQD
 ME2210  HISTORY     - 2003     GOOD             NGS
 ME2210  HISTORY     - 20061109 GOOD             WOOLPT
 ME2210
 ME2210                          STATION DESCRIPTION
 ME2210
 ME2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2210'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 331 (BREMEN
 ME2210'HIGHWAY) ABOUT 4 MILES NORTH OF BREMEN ON PROPERTY OWNED BY WILLIAM
 ME2210'LEMAN.
 ME2210'
 ME2210'IT IS 66 FEET EAST OF THE CENTER OF STATE HIGHWAY 331, 40 FEET
 ME2210'SOUTHWEST OF THE NORTHWEST END OF A CONCRETE CULVERT, 24 FEET WEST OF
 ME2210'THE CENTER OF A DRIVEWAY AND 9 FEET EAST OF A WHITE WITNESS POST.  THE
 ME2210'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WYATT 1952.
 ME2210'
 ME2210'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE CENTER OF THE DRIVEWAY, 15
 ME2210'FEET WEST OF A CONCRETE WALL AND 8 FEET NORTH OF THE NORTHWEST CORNER
 ME2210'OF A FRAME BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED WYATT NO 1
 ME2210'1952.
 ME2210'
 ME2210'REFERENCE MARK NO. 2 IS 46 FEET EAST OF THE CENTER OF THE HIGHWAY, 20
 ME2210'FEET WEST OF THE WEST BANK OF A DRAINAGE DITCH AND 17 FEET SOUTHEAST
 ME2210'OF A POWERLINE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 ME2210'STAMPED WYATT NO 2 1952.
 ME2210'
 ME2210'AZIMUTH MARK IS 54 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 ME2210'331 (BREMEN HIGHWAY) AND RILEY ROAD, 47 FEET WEST OF THE CENTER OF THE
 ME2210'HIGHWAY, 41 FEET SOUTH OF THE CENTER OF RILEY ROAD, 5 FEET EAST OF A
 ME2210'FENCELINE AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2210'3 INCHES AND THE DISK IS STAMPED WYATT 1952.
 ME2210'
 ME2210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2210'HIGHWAY 331 IN THE WEST EDGE OF BREMEN, GO NORTH ON STATE HIGHWAY 331
 ME2210'(BREMEN HIGHWAY) FOR 3.9 MILES TO THE STATION ON THE RIGHT AS
 ME2210'DESCRIBED, CONTINUE FOR 0.3 MILE TO RILEY ROAD AND THE AZIMUTH MARK IN
 ME2210'THE SOUTHWEST ANGLE.
 ME2210'
 ME2210'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2210
 ME2210                          STATION RECOVERY (1975)
 ME2210
 ME2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2210'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 ME2210'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK SHEARED
 ME2210'OFF BY MOWING EQUIPMENT.  THE AZIMUTH MARK WAS SCRATCHED ON TOP BY
 ME2210'MOWING EQUIPMENT BUT STILL SOLID.  REFERENCE MARK 3 WAS SET IN THE TOP
 ME2210'OF THE SAME MONUMENT THAT REFERENCE MARK 2 WAS SET IN.  THE DISTANCE
 ME2210'TO REFERENCE MARK 1 CHECKED AS DID THE DIRECTION OFF OF THE AZIMUTH
 ME2210'MARK.
 ME2210'
 ME2210'THE STATION IS 94 FEET NORTHEAST OF A POWER POLE, 66 FEET EAST OF THE
 ME2210'CENTERLINE OF STATE HIGHWAY 331, 40 FEET SOUTHWEST OF THE NORTHWEST
 ME2210'END OF A CONCRETE CULVERT AND 24 FEET WEST OF THE CENTERLINE OF A
 ME2210'DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2210'WYATT 1952.
 ME2210'
 ME2210'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 ME2210'HIGHWAY 331 AT THE NORTHWEST EDGE OF BREMEN, GO NORTH ON STATE HIGHWAY
 ME2210'331 FOR 4.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH
 ME2210'THE AZIMUTH MARK CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 ME2210'MARK LEFT AT A CROSS ROAD AND IN THE SOUTHWEST ANGLE.
 ME2210'
 ME2210'REFERENCE MARK 1 IS 36 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 15
 ME2210'FEET WEST OF A CONCRETE WALL AND 8 FEET NORTH OF THE NORTHWEST CORNER
 ME2210'OF A BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WYATT NO 1
 ME2210'1952.
 ME2210'
 ME2210'REFERENCE MARK 3 IS 46 FEET EAST OF THE CENTERLINE OF HIGHWAY 331, 42
 ME2210'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 20 FEET WEST OF THE WEST
 ME2210'BANK OF A DRAINAGE DITCH AND 17 FEET SOUTHEAST OF A POWER POLE.
 ME2210'
 ME2210'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 43
 ME2210'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 39 FEET SOUTHEAST OF
 ME2210'A POWER POLE, 13 FEET NORTH OF A FENCE AND 1-FOOT SOUTH OF A METAL
 ME2210'WITNESS POST.
 ME2210'
 ME2210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 ME2210'BREMEN.
 ME2210
 ME2210                          STATION RECOVERY (1984)
 ME2210
 ME2210'RECOVERY NOTE BY US POWER SQUADRON 1984 (AHH)
 ME2210'WYATT 1952 FOUND GOOD.  DESCRIPTION AS STATED EXCEPT NO EVEDENCE OF
 ME2210'WHITE WITNESS POST NAME ON MAIL BOX CARL DUTOL OWNER.  WYATT NO 1 1952
 ME2210'FOUND GOOD AS STATED BUT FOUND ONE INCH BELOW SURFACE.  WYATT NO 2
 ME2210'1952 FOUND GOOD BUT HAS BEEN HIT BY LAWNMOWER REPEATEDLY MAKEING IT
 ME2210'HARD TO READ.  WYATT 1952 AZ MK FOUND POOR BRONZE DISC MUTILATED
 ME2210'(UNREADABLE)
 ME2210
 ME2210                          STATION RECOVERY (1994)
 ME2210
 ME2210'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2210'RECOVERED IN GOOD CONDITION.
 ME2210
 ME2210                          STATION RECOVERY (2003)
 ME2210
 ME2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 ME2210'RECOVERED AS DESCRIBED.
 ME2210
 ME2210                          STATION RECOVERY (2006)
 ME2210
 ME2210'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JKN)
 ME2210'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0675 ***********************************************************************
 JA0675  DESIGNATION -  X 10
 JA0675  PID         -  JA0675
 JA0675  STATE/COUNTY-  IN/MARTIN
 JA0675  COUNTRY     -  US
 JA0675  USGS QUAD   -  HURON (2019)
 JA0675
 JA0675                         *CURRENT SURVEY CONTROL
 JA0675  ______________________________________________________________________
 JA0675* NAD 83(1986) POSITION- 38 41 31.     (N) 086 43 14.     (W)   SCALED
 JA0675* NAVD 88 ORTHO HEIGHT -   151.238 (meters)      496.19  (feet) ADJUSTED
 JA0675  ______________________________________________________________________
 JA0675  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 JA0675  DYNAMIC HEIGHT  -        151.141 (meters)      495.87  (feet) COMP
 JA0675  MODELED GRAVITY -    979,984.8   (mgal)                       NAVD 88
 JA0675
 JA0675  VERT ORDER      -  FIRST     CLASS II
 JA0675
 JA0675.The horizontal coordinates were scaled from a map and have
 JA0675.an estimated accuracy of +/- 6 seconds.
 JA0675
 JA0675.The orthometric height was determined by differential leveling and
 JA0675.adjusted by the NATIONAL GEODETIC SURVEY
 JA0675.in June 1991.
 JA0675
 JA0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0675.GEOID18 height accuracy estimate available here.
 JA0675
 JA0675.Click photographs - Photos may exist for this station.
 JA0675
 JA0675.The dynamic height is computed by dividing the NAVD 88
 JA0675.geopotential number by the normal gravity value computed on the
 JA0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0675.degrees latitude (g = 980.6199 gals.).
 JA0675
 JA0675.The modeled gravity was interpolated from observed gravity values.
 JA0675
 JA0675;                    North         East    Units  Estimated Accuracy
 JA0675;SPC IN W     -   382,360.      931,560.      MT  (+/- 180 meters Scaled)
 JA0675
 JA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH243826(NAD 83)
 JA0675
 JA0675                          SUPERSEDED SURVEY CONTROL
 JA0675
 JA0675  NGVD 29 (??/??/92)  151.368  (m)          496.61   (f) ADJ UNCH    1 2
 JA0675
 JA0675.Superseded values are not recommended for survey control.
 JA0675
 JA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0675.See file dsdata.pdf to determine how the superseded data were derived.
 JA0675
 JA0675_MARKER: DB = BENCH MARK DISK
 JA0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0675_STAMPING: X 10 1930 496.712
 JA0675_MARK LOGO: CGS
 JA0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0675+STABILITY: SURFACE MOTION
 JA0675
 JA0675  HISTORY     - Date     Condition        Report By
 JA0675  HISTORY     - 1930     MONUMENTED       CGS
 JA0675  HISTORY     - 1965     GOOD             CGS
 JA0675
 JA0675                          STATION DESCRIPTION
 JA0675
 JA0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0675'3.4 MI SW FROM HURON.
 JA0675'ABOUT 3.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0675'FROM THE CROSSING OF ROAD NUMBER 1036W AT HURON, IN SECTION 15,
 JA0675'T 3 N, R 3 W, 14 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE
 JA0675'WILLOW VALLEY SIDING, 1 POLE SOUTHWEST OF MILEPOST 141-20, 30
 JA0675'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 57
 JA0675'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK LEADING TO
 JA0675'A GYPSUM MINE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JA0675'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JA0675'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1734 ***********************************************************************
 LB1734  DESIGNATION -  X 100
 LB1734  PID         -  LB1734
 LB1734  STATE/COUNTY-  IN/WARREN
 LB1734  COUNTRY     -  US
 LB1734  USGS QUAD   -  PINE VILLAGE (2019)
 LB1734
 LB1734                         *CURRENT SURVEY CONTROL
 LB1734  ______________________________________________________________________
 LB1734* NAD 83(1986) POSITION- 40 24 39.     (N) 087 18 16.     (W)   SCALED
 LB1734* NAVD 88 ORTHO HEIGHT -   219.809 (meters)      721.16  (feet) ADJUSTED
 LB1734  ______________________________________________________________________
 LB1734  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 LB1734  DYNAMIC HEIGHT  -        219.698 (meters)      720.79  (feet) COMP
 LB1734  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 LB1734
 LB1734  VERT ORDER      -  SECOND    CLASS 0
 LB1734
 LB1734.The horizontal coordinates were scaled from a map and have
 LB1734.an estimated accuracy of +/- 6 seconds.
 LB1734
 LB1734.The orthometric height was determined by differential leveling and
 LB1734.adjusted by the NATIONAL GEODETIC SURVEY
 LB1734.in June 1991.
 LB1734
 LB1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1734.GEOID18 height accuracy estimate available here.
 LB1734
 LB1734.Click photographs - Photos may exist for this station.
 LB1734
 LB1734.The dynamic height is computed by dividing the NAVD 88
 LB1734.geopotential number by the normal gravity value computed on the
 LB1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1734.degrees latitude (g = 980.6199 gals.).
 LB1734
 LB1734.The modeled gravity was interpolated from observed gravity values.
 LB1734
 LB1734;                    North         East    Units  Estimated Accuracy
 LB1734;SPC IN W     -   573,160.      881,230.      MT  (+/- 180 meters Scaled)
 LB1734
 LB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK741734(NAD 83)
 LB1734
 LB1734                          SUPERSEDED SURVEY CONTROL
 LB1734
 LB1734  NGVD 29 (??/??/92)  219.866  (m)          721.34   (f) ADJ UNCH    2 0
 LB1734
 LB1734.Superseded values are not recommended for survey control.
 LB1734
 LB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1734.See file dsdata.pdf to determine how the superseded data were derived.
 LB1734
 LB1734_MARKER: DB = BENCH MARK DISK
 LB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1734_STAMPING: X 100 1946
 LB1734_MARK LOGO: CGS
 LB1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1734+STABILITY: SURFACE MOTION
 LB1734
 LB1734  HISTORY     - Date     Condition        Report By
 LB1734  HISTORY     - 1946     MONUMENTED       CGS
 LB1734
 LB1734                          STATION DESCRIPTION
 LB1734
 LB1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1734'0.8 MI SE FROM RAINSVILLE.
 LB1734'ABOUT 0.35 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE PINE
 LB1734'TOWNSHIP SCHOOL AT RAINSVILLE, THENCE ABOUT 0.45 MILE EAST ALONG
 LB1734'A GRAVEL ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LB1734'17 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A
 LB1734'CULTIVATED FIELD, 12 FEET SOUTHEAST OF THE JESSIE BELL MAIL BOX,
 LB1734'8.5 FEET WEST OF A CONCRETE GATE POST, 1 FOOT NORTH OF A FENCE
 LB1734'LINE, AND ABOUT 1 FOOT ABOVE THE ROAD.  A STANDARD DISK, STAMPED
 LB1734'X 100 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB1734'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0969 ***********************************************************************
 KA0969  DESIGNATION -  X 101
 KA0969  PID         -  KA0969
 KA0969  STATE/COUNTY-  IN/PARKE
 KA0969  COUNTRY     -  US
 KA0969  USGS QUAD   -  WALLACE (2019)
 KA0969
 KA0969                         *CURRENT SURVEY CONTROL
 KA0969  ______________________________________________________________________
 KA0969* NAD 83(1986) POSITION- 39 55 43.     (N) 087 14 18.     (W)   SCALED
 KA0969* NAVD 88 ORTHO HEIGHT -   194.471 (meters)      638.03  (feet) ADJUSTED
 KA0969  ______________________________________________________________________
 KA0969  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 KA0969  DYNAMIC HEIGHT  -        194.364 (meters)      637.68  (feet) COMP
 KA0969  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 KA0969
 KA0969  VERT ORDER      -  SECOND    CLASS 0
 KA0969
 KA0969.The horizontal coordinates were scaled from a map and have
 KA0969.an estimated accuracy of +/- 6 seconds.
 KA0969
 KA0969.The orthometric height was determined by differential leveling and
 KA0969.adjusted by the NATIONAL GEODETIC SURVEY
 KA0969.in June 1991.
 KA0969
 KA0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0969.GEOID18 height accuracy estimate available here.
 KA0969
 KA0969.Click photographs - Photos may exist for this station.
 KA0969
 KA0969.The dynamic height is computed by dividing the NAVD 88
 KA0969.geopotential number by the normal gravity value computed on the
 KA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0969.degrees latitude (g = 980.6199 gals.).
 KA0969
 KA0969.The modeled gravity was interpolated from observed gravity values.
 KA0969
 KA0969;                    North         East    Units  Estimated Accuracy
 KA0969;SPC IN W     -   519,600.      886,750.      MT  (+/- 180 meters Scaled)
 KA0969
 KA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796198(NAD 83)
 KA0969
 KA0969                          SUPERSEDED SURVEY CONTROL
 KA0969
 KA0969  NGVD 29 (??/??/92)  194.552  (m)          638.29   (f) ADJ UNCH    2 0
 KA0969
 KA0969.Superseded values are not recommended for survey control.
 KA0969
 KA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0969.See file dsdata.pdf to determine how the superseded data were derived.
 KA0969
 KA0969_MARKER: DB = BENCH MARK DISK
 KA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0969_STAMPING: X 101 1946
 KA0969_MARK LOGO: CGS
 KA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0969+STABILITY: SURFACE MOTION
 KA0969
 KA0969  HISTORY     - Date     Condition        Report By
 KA0969  HISTORY     - 1946     MONUMENTED       CGS
 KA0969
 KA0969                          STATION DESCRIPTION
 KA0969
 KA0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0969'8.0 MI S FROM STEAM CORNER.
 KA0969'ABOUT 7.95 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSS ROAD
 KA0969'AT STEAM CORNER, 1.0 MILE SOUTH OF A CROSS ROAD, 0.7 MILE NORTH
 KA0969'OF THE JUNCTION OF A ROAD LEADING WEST TO TANGIER, AT THE
 KA0969'APPROXIMATE CENTER OF THE SOUTH SLOPE OF A HILL, 28 FEET SOUTHEAST
 KA0969'OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY, 17 FEET
 KA0969'NORTHWEST OF A WIRE FENCE, 9 FEET SOUTHWEST OF A LONE TREE
 KA0969'BETWEEN THE WOODS AND THE HIGHWAY, AND 2 FEET SOUTHWEST OF A
 KA0969'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 101
 KA0969'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0969'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1007 ***********************************************************************
 KA1007  DESIGNATION -  X 102
 KA1007  PID         -  KA1007
 KA1007  STATE/COUNTY-  IN/MONTGOMERY
 KA1007  COUNTRY     -  US
 KA1007  USGS QUAD   -  ALAMO (2019)
 KA1007
 KA1007                         *CURRENT SURVEY CONTROL
 KA1007  ______________________________________________________________________
 KA1007* NAD 83(1986) POSITION- 39 56 15.2    (N) 087 03 30.0    (W)   HD_HELD2
 KA1007* NAVD 88 ORTHO HEIGHT -   235.242 (meters)      771.79  (feet) ADJUSTED
 KA1007  ______________________________________________________________________
 KA1007  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 KA1007  DYNAMIC HEIGHT  -        235.112 (meters)      771.36  (feet) COMP
 KA1007  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 KA1007
 KA1007  VERT ORDER      -  SECOND    CLASS 0
 KA1007
 KA1007.The horizontal coordinates were established by autonomous hand held GPS
 KA1007.observations and have an estimated accuracy of +/- 10 meters.
 KA1007
 KA1007.The orthometric height was determined by differential leveling and
 KA1007.adjusted by the NATIONAL GEODETIC SURVEY
 KA1007.in June 1991.
 KA1007
 KA1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1007.GEOID18 height accuracy estimate available here.
 KA1007
 KA1007.Click photographs - Photos may exist for this station.
 KA1007
 KA1007.The dynamic height is computed by dividing the NAVD 88
 KA1007.geopotential number by the normal gravity value computed on the
 KA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1007.degrees latitude (g = 980.6199 gals.).
 KA1007
 KA1007.The modeled gravity was interpolated from observed gravity values.
 KA1007
 KA1007;                    North         East    Units  Estimated Accuracy
 KA1007;SPC IN W     -   520,585.      902,137.      MT  (+/- 10 meters HH2 GPS)
 KA1007
 KA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9501620828(NAD 83)
 KA1007
 KA1007                          SUPERSEDED SURVEY CONTROL
 KA1007
 KA1007  NGVD 29 (??/??/92)  235.327  (m)          772.07   (f) ADJ UNCH    2 0
 KA1007
 KA1007.Superseded values are not recommended for survey control.
 KA1007
 KA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1007.See file dsdata.pdf to determine how the superseded data were derived.
 KA1007
 KA1007_MARKER: DB = BENCH MARK DISK
 KA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1007_STAMPING: X 102 1946
 KA1007_MARK LOGO: CGS
 KA1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1007+STABILITY: SURFACE MOTION
 KA1007
 KA1007  HISTORY     - Date     Condition        Report By
 KA1007  HISTORY     - 1946     MONUMENTED       CGS
 KA1007
 KA1007                          STATION DESCRIPTION
 KA1007
 KA1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1007'7.6 MI NW FROM BROWNS VALLEY.
 KA1007'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1007'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 5.9 MILES NORTHWEST
 KA1007'ALONG STATE HIGHWAY 234, ABOUT 0.7 MILE SOUTHEAST OF THE COVERED
 KA1007'BRIDGE OVER SUGAR CREEK, AT THE TOP OF A HILL, 126 FEET NORTHEAST
 KA1007'OF THE NORTHEAST CORNER OF A FARM HOUSE, 67.5 FEET SOUTHEAST OF
 KA1007'THE SOUTHEAST CORNER OF A BARN, 20 FEET WEST OF THE CENTER LINE
 KA1007'OF THE HIGHWAY, 2.4 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KA1007'BARN YARD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA1007'LEVEL WITH THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KA1007'STAMPED X 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1007'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1750 ***********************************************************************
 LB1750  DESIGNATION -  X 103
 LB1750  PID         -  LB1750
 LB1750  STATE/COUNTY-  IN/VERMILLION
 LB1750  COUNTRY     -  US
 LB1750  USGS QUAD   -  PERRYSVILLE (2019)
 LB1750
 LB1750                         *CURRENT SURVEY CONTROL
 LB1750  ______________________________________________________________________
 LB1750* NAD 83(1986) POSITION- 40 02 53.     (N) 087 26 03.     (W)   SCALED
 LB1750* NAVD 88 ORTHO HEIGHT -   165.165 (meters)      541.88  (feet) ADJUSTED
 LB1750  ______________________________________________________________________
 LB1750  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 LB1750  DYNAMIC HEIGHT  -        165.079 (meters)      541.60  (feet) COMP
 LB1750  MODELED GRAVITY -    980,105.3   (mgal)                       NAVD 88
 LB1750
 LB1750  VERT ORDER      -  SECOND    CLASS 0
 LB1750
 LB1750.The horizontal coordinates were scaled from a map and have
 LB1750.an estimated accuracy of +/- 6 seconds.
 LB1750
 LB1750.The orthometric height was determined by differential leveling and
 LB1750.adjusted by the NATIONAL GEODETIC SURVEY
 LB1750.in June 1991.
 LB1750
 LB1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1750.GEOID18 height accuracy estimate available here.
 LB1750
 LB1750.Click photographs - Photos may exist for this station.
 LB1750
 LB1750.The dynamic height is computed by dividing the NAVD 88
 LB1750.geopotential number by the normal gravity value computed on the
 LB1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1750.degrees latitude (g = 980.6199 gals.).
 LB1750
 LB1750.The modeled gravity was interpolated from observed gravity values.
 LB1750
 LB1750;                    North         East    Units  Estimated Accuracy
 LB1750;SPC IN W     -   532,910.      870,060.      MT  (+/- 180 meters Scaled)
 LB1750
 LB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK629331(NAD 83)
 LB1750
 LB1750                          SUPERSEDED SURVEY CONTROL
 LB1750
 LB1750  NGVD 29 (??/??/92)  165.218  (m)          542.05   (f) ADJ UNCH    2 0
 LB1750
 LB1750.Superseded values are not recommended for survey control.
 LB1750
 LB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1750.See file dsdata.pdf to determine how the superseded data were derived.
 LB1750
 LB1750_MARKER: DB = BENCH MARK DISK
 LB1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1750_SP_SET: BUILDING
 LB1750_STAMPING: X 103 1946
 LB1750_MARK LOGO: CGS
 LB1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1750
 LB1750  HISTORY     - Date     Condition        Report By
 LB1750  HISTORY     - 1946     MONUMENTED       CGS
 LB1750
 LB1750                          STATION DESCRIPTION
 LB1750
 LB1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1750'AT PERRYSVILLE.
 LB1750'AT PERRYSVILLE, AT THE HIGH SCHOOL, 0.25 MILE SOUTH ALONG STATE
 LB1750'HIGHWAY 63 FROM THE POST OFFICE, 1.2 MILE EAST ALONG A GRAVEL
 LB1750'ROAD FROM THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION,
 LB1750'SET IN THE SOUTHEAST CORNER OF THE BRICK SCHOOL BUILDING, 127
 LB1750'FEET WEST OF THE CENTER LINE OF HIGHWAY 63, 1 FOOT WEST OF THE
 LB1750'SOUTHEAST CORNER, AND ABOUT 4 FOOT ABOVE THE GROUND.  A STANDARD
 LB1750'DISK, STAMPED X 103 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1777 ***********************************************************************
 LB1777  DESIGNATION -  X 104
 LB1777  PID         -  LB1777
 LB1777  STATE/COUNTY-  IN/MONTGOMERY
 LB1777  COUNTRY     -  US
 LB1777  USGS QUAD   -  WAYNETOWN (2019)
 LB1777
 LB1777                         *CURRENT SURVEY CONTROL
 LB1777  ______________________________________________________________________
 LB1777* NAD 83(1986) POSITION- 40 04 33.     (N) 087 03 31.     (W)   SCALED
 LB1777* NAVD 88 ORTHO HEIGHT -   238.660 (meters)      783.00  (feet) ADJUSTED
 LB1777  ______________________________________________________________________
 LB1777  GEOID HEIGHT    -        -33.329 (meters)                     GEOID18
 LB1777  DYNAMIC HEIGHT  -        238.532 (meters)      782.58  (feet) COMP
 LB1777  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 LB1777
 LB1777  VERT ORDER      -  SECOND    CLASS 0
 LB1777
 LB1777.The horizontal coordinates were scaled from a map and have
 LB1777.an estimated accuracy of +/- 6 seconds.
 LB1777
 LB1777.The orthometric height was determined by differential leveling and
 LB1777.adjusted by the NATIONAL GEODETIC SURVEY
 LB1777.in June 1991.
 LB1777
 LB1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1777.GEOID18 height accuracy estimate available here.
 LB1777
 LB1777.Click photographs - Photos may exist for this station.
 LB1777
 LB1777.The dynamic height is computed by dividing the NAVD 88
 LB1777.geopotential number by the normal gravity value computed on the
 LB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1777.degrees latitude (g = 980.6199 gals.).
 LB1777
 LB1777.The modeled gravity was interpolated from observed gravity values.
 LB1777
 LB1777;                    North         East    Units  Estimated Accuracy
 LB1777;SPC IN W     -   535,940.      902,110.      MT  (+/- 180 meters Scaled)
 LB1777
 LB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950361(NAD 83)
 LB1777
 LB1777                          SUPERSEDED SURVEY CONTROL
 LB1777
 LB1777  NGVD 29 (??/??/92)  238.740  (m)          783.27   (f) ADJ UNCH    2 0
 LB1777
 LB1777.Superseded values are not recommended for survey control.
 LB1777
 LB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1777.See file dsdata.pdf to determine how the superseded data were derived.
 LB1777
 LB1777_MARKER: DB = BENCH MARK DISK
 LB1777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1777_SP_SET: CULVERT HEADWALL
 LB1777_STAMPING: X 104 1946
 LB1777_MARK LOGO: CGS
 LB1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1777+STABILITY: SURFACE MOTION
 LB1777
 LB1777  HISTORY     - Date     Condition        Report By
 LB1777  HISTORY     - 1946     MONUMENTED       CGS
 LB1777
 LB1777                          STATION DESCRIPTION
 LB1777
 LB1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1777'0.8 MI S FROM WAYNETOWN.
 LB1777'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 LB1777'WITH STATE HIGHWAY 34 AT WAYNETOWN, 104 FEET NORTH OF THE
 LB1777'JUNCTION OF A DRIVEWAY LEADING EAST TO A FARM HOUSE, SET IN
 LB1777'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 3 FOOT
 LB1777'CONCRETE CULVERT, 19 FEET WEST OF AND ABOUT 1 FOOT BELOW THE
 LB1777'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 104 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2719 ***********************************************************************
 LB2719  DESIGNATION -  X 104 RESET
 LB2719  PID         -  LB2719
 LB2719  STATE/COUNTY-  IN/MONTGOMERY
 LB2719  COUNTRY     -  US
 LB2719  USGS QUAD   -  WAYNETOWN (2019)
 LB2719
 LB2719                         *CURRENT SURVEY CONTROL
 LB2719  ______________________________________________________________________
 LB2719* NAD 83(1986) POSITION- 40 04 33.     (N) 087 03 31.     (W)   SCALED
 LB2719* NAVD 88 ORTHO HEIGHT -   238.61  (meters)      782.8   (feet) RESET
 LB2719  ______________________________________________________________________
 LB2719  GEOID HEIGHT    -        -33.329 (meters)                     GEOID18
 LB2719  VERT ORDER      -  THIRD
 LB2719
 LB2719.The horizontal coordinates were scaled from a map and have
 LB2719.an estimated accuracy of +/- 6 seconds.
 LB2719
 LB2719.The orthometric height was computed from unverified reset data.
 LB2719
 LB2719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2719.GEOID18 height accuracy estimate available here.
 LB2719
 LB2719.Click photographs - Photos may exist for this station.
 LB2719
 LB2719;                    North         East    Units  Estimated Accuracy
 LB2719;SPC IN W     -   535,940.      902,110.      MT  (+/- 180 meters Scaled)
 LB2719
 LB2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950361(NAD 83)
 LB2719
 LB2719                          SUPERSEDED SURVEY CONTROL
 LB2719
 LB2719  NGVD 29 (08/22/16)  238.69   (m)          783.1    (f) RESET       3  
 LB2719
 LB2719.Superseded values are not recommended for survey control.
 LB2719
 LB2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2719.See file dsdata.pdf to determine how the superseded data were derived.
 LB2719
 LB2719_MARKER: DV = VERTICAL CONTROL DISK
 LB2719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2719_SP_SET: HEADWALL
 LB2719_STAMPING: X 104 1987
 LB2719_MARK LOGO: NGS
 LB2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2719+STABILITY: SURFACE MOTION
 LB2719
 LB2719  HISTORY     - Date     Condition        Report By
 LB2719  HISTORY     - 1987     MONUMENTED       INHD
 LB2719  HISTORY     - 20090713 GOOD             INDOT
 LB2719
 LB2719                          STATION DESCRIPTION
 LB2719
 LB2719'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1987
 LB2719'IN WAYNETOWN.
 LB2719'3.25 MILES NORTH ALONG STATE ROUTE 25 FROM ITS JUNCTION WITH STATE
 LB2719'ROUTE 32, 51 FEET SOUTH OF A 42 INCH CORREGATED METAL PIPE
 LB2719'(BITUMINOUS COATED), 33 FEET WEST OF THE CENTERLINE OF STATE ROUTE 25,
 LB2719'AND SET FLUSH WITH THE GROUND.
 LB2719
 LB2719                          STATION RECOVERY (2009)
 LB2719
 LB2719'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB2719'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1409 ***********************************************************************
 ME1409  DESIGNATION -  X 105
 ME1409  PID         -  ME1409
 ME1409  STATE/COUNTY-  IN/NEWTON
 ME1409  COUNTRY     -  US
 ME1409  USGS QUAD   -  FAIR OAKS (2019)
 ME1409
 ME1409                         *CURRENT SURVEY CONTROL
 ME1409  ______________________________________________________________________
 ME1409* NAD 83(1986) POSITION- 41 00 49.     (N) 087 21 09.     (W)   SCALED
 ME1409* NAVD 88 ORTHO HEIGHT -   206.716 (meters)      678.20  (feet) ADJUSTED
 ME1409  ______________________________________________________________________
 ME1409  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 ME1409  DYNAMIC HEIGHT  -        206.627 (meters)      677.91  (feet) COMP
 ME1409  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 ME1409
 ME1409  VERT ORDER      -  SECOND    CLASS 0
 ME1409
 ME1409.The horizontal coordinates were scaled from a map and have
 ME1409.an estimated accuracy of +/- 6 seconds.
 ME1409
 ME1409.The orthometric height was determined by differential leveling and
 ME1409.adjusted by the NATIONAL GEODETIC SURVEY
 ME1409.in June 1991.
 ME1409
 ME1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1409.GEOID18 height accuracy estimate available here.
 ME1409
 ME1409.Click photographs - Photos may exist for this station.
 ME1409
 ME1409.The dynamic height is computed by dividing the NAVD 88
 ME1409.geopotential number by the normal gravity value computed on the
 ME1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1409.degrees latitude (g = 980.6199 gals.).
 ME1409
 ME1409.The modeled gravity was interpolated from observed gravity values.
 ME1409
 ME1409;                    North         East    Units  Estimated Accuracy
 ME1409;SPC IN W     -   640,110.      877,360.      MT  (+/- 180 meters Scaled)
 ME1409
 ME1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703403(NAD 83)
 ME1409
 ME1409                          SUPERSEDED SURVEY CONTROL
 ME1409
 ME1409  NGVD 29 (??/??/92)  206.798  (m)          678.47   (f) ADJ UNCH    2 0
 ME1409
 ME1409.Superseded values are not recommended for survey control.
 ME1409
 ME1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1409.See file dsdata.pdf to determine how the superseded data were derived.
 ME1409
 ME1409_MARKER: DB = BENCH MARK DISK
 ME1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1409_STAMPING: X 105 1946
 ME1409_MARK LOGO: CGS
 ME1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1409+STABILITY: SURFACE MOTION
 ME1409
 ME1409  HISTORY     - Date     Condition        Report By
 ME1409  HISTORY     - 1946     MONUMENTED       CGS
 ME1409  HISTORY     - 20081011 POOR             GEOCAC
 ME1409
 ME1409                          STATION DESCRIPTION
 ME1409
 ME1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1409'4.7 MI E FROM ENOS.
 ME1409'ABOUT 4.7 MILES EAST ALONG STATE HIGHWAY 14 FROM THE NEW YORK
 ME1409'CENTRAL RAILROAD STATION AT ENOS, 1.0 MILE WEST OF THE
 ME1409'INTERSECTION WITH STATE HIGHWAY 55, AT A CROSS ROAD, 62 FEET NORTH
 ME1409'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE CENTER
 ME1409'LINE OF A ROAD LEADING NORTH FROM THE INTERSECTION, 1 1/2 FEET
 ME1409'EAST OF A FENCE CORNER, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 ME1409'POST, 2 FEET ABOVE HIGHWAY LEVEL, AND SET IN THE TOP OF A CONCRETE
 ME1409'POST PROJECTING ABOUT 4 INCHES.
 ME1409
 ME1409                          STATION RECOVERY (2008)
 ME1409
 ME1409'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1409'ONLY 1/4 OF DISK LEFT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1407 ***********************************************************************
 LB1407  DESIGNATION -  X 106
 LB1407  PID         -  LB1407
 LB1407  STATE/COUNTY-  IN/NEWTON
 LB1407  COUNTRY     -  US
 LB1407  USGS QUAD   -  KENTLAND (2019)
 LB1407
 LB1407                         *CURRENT SURVEY CONTROL
 LB1407  ______________________________________________________________________
 LB1407* NAD 83(1986) POSITION- 40 51 56.55   (N) 087 24 04.38   (W)   HD_HELD1
 LB1407* NAVD 88 ORTHO HEIGHT -   200.957 (meters)      659.31  (feet) ADJUSTED
 LB1407  ______________________________________________________________________
 LB1407  GEOID HEIGHT    -        -33.268 (meters)                     GEOID18
 LB1407  DYNAMIC HEIGHT  -        200.869 (meters)      659.02  (feet) COMP
 LB1407  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LB1407
 LB1407  VERT ORDER      -  SECOND    CLASS 0
 LB1407
 LB1407.The horizontal coordinates were determined by differentially corrected
 LB1407.hand held GPS observations or other comparable positioning techniques
 LB1407.and have an estimated accuracy of +/- 3 meters.
 LB1407
 LB1407.The orthometric height was determined by differential leveling and
 LB1407.adjusted by the NATIONAL GEODETIC SURVEY
 LB1407.in June 1991.
 LB1407
 LB1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1407.GEOID18 height accuracy estimate available here.
 LB1407
 LB1407.Click photographs - Photos may exist for this station.
 LB1407
 LB1407.The dynamic height is computed by dividing the NAVD 88
 LB1407.geopotential number by the normal gravity value computed on the
 LB1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1407.degrees latitude (g = 980.6199 gals.).
 LB1407
 LB1407.The modeled gravity was interpolated from observed gravity values.
 LB1407
 LB1407;                    North         East    Units  Estimated Accuracy
 LB1407;SPC IN W     -   623,693.9     873,201.5     MT  (+/- 3 meters HH1 GPS) 
 LB1407
 LB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6618823927(NAD 83)
 LB1407
 LB1407                          SUPERSEDED SURVEY CONTROL
 LB1407
 LB1407  NGVD 29 (??/??/92)  201.030  (m)          659.55   (f) ADJ UNCH    2 0
 LB1407
 LB1407.Superseded values are not recommended for survey control.
 LB1407
 LB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1407.See file dsdata.pdf to determine how the superseded data were derived.
 LB1407
 LB1407_MARKER: DB = BENCH MARK DISK
 LB1407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1407_SP_SET: CULVERT HEADWALL
 LB1407_STAMPING: X 106 1946
 LB1407_MARK LOGO: CGS
 LB1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1407+STABILITY: SURFACE MOTION
 LB1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1407+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2016
 LB1407
 LB1407  HISTORY     - Date     Condition        Report By
 LB1407  HISTORY     - 1946     MONUMENTED       CGS
 LB1407  HISTORY     - 20080921 GOOD             GEOCAC
 LB1407  HISTORY     - 20160205 GOOD             AMESC
 LB1407
 LB1407                          STATION DESCRIPTION
 LB1407
 LB1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1407'1.9 MI W FROM BROOK.
 LB1407'ABOUT 1.9 MILE WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 LB1407'AT BROOK, AT A CROSS ROAD, 57 FEET SOUTH OF THE CENTER LINE OF
 LB1407'THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LB1407'SOUTH, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 LB1407'HEADWALL OF AN 18-INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD,
 LB1407'AND ABOUT LEVEL WITH THE INTERSECTION.
 LB1407
 LB1407                          STATION RECOVERY (2008)
 LB1407
 LB1407'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1407'RECOVERED IN GOOD CONDITION.
 LB1407
 LB1407                          STATION RECOVERY (2016)
 LB1407
 LB1407'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1407'THE HEADWALL IS ERODING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1426 ***********************************************************************
 LB1426  DESIGNATION -  X 107
 LB1426  PID         -  LB1426
 LB1426  STATE/COUNTY-  IN/JASPER
 LB1426  COUNTRY     -  US
 LB1426  USGS QUAD   -  WOLCOTT (2019)
 LB1426
 LB1426                         *CURRENT SURVEY CONTROL
 LB1426  ______________________________________________________________________
 LB1426* NAD 83(1986) POSITION- 40 52 01.     (N) 087 03 07.     (W)   SCALED
 LB1426* NAVD 88 ORTHO HEIGHT -   206.046 (meters)      676.00  (feet) ADJUSTED
 LB1426  ______________________________________________________________________
 LB1426  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 LB1426  DYNAMIC HEIGHT  -        205.954 (meters)      675.70  (feet) COMP
 LB1426  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 LB1426
 LB1426  VERT ORDER      -  SECOND    CLASS 0
 LB1426
 LB1426.The horizontal coordinates were scaled from a map and have
 LB1426.an estimated accuracy of +/- 6 seconds.
 LB1426
 LB1426.The orthometric height was determined by differential leveling and
 LB1426.adjusted by the NATIONAL GEODETIC SURVEY
 LB1426.in June 1991.
 LB1426
 LB1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1426.GEOID18 height accuracy estimate available here.
 LB1426
 LB1426.Click photographs - Photos may exist for this station.
 LB1426
 LB1426.The dynamic height is computed by dividing the NAVD 88
 LB1426.geopotential number by the normal gravity value computed on the
 LB1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1426.degrees latitude (g = 980.6199 gals.).
 LB1426
 LB1426.The modeled gravity was interpolated from observed gravity values.
 LB1426
 LB1426;                    North         East    Units  Estimated Accuracy
 LB1426;SPC IN W     -   623,780.      902,650.      MT  (+/- 180 meters Scaled)
 LB1426
 LB1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL956239(NAD 83)
 LB1426
 LB1426                          SUPERSEDED SURVEY CONTROL
 LB1426
 LB1426  NGVD 29 (??/??/92)  206.133  (m)          676.29   (f) ADJ UNCH    2 0
 LB1426
 LB1426.Superseded values are not recommended for survey control.
 LB1426
 LB1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1426.See file dsdata.pdf to determine how the superseded data were derived.
 LB1426
 LB1426_MARKER: DB = BENCH MARK DISK
 LB1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1426_STAMPING: X 107 1946
 LB1426_MARK LOGO: CGS
 LB1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1426+STABILITY: SURFACE MOTION
 LB1426
 LB1426  HISTORY     - Date     Condition        Report By
 LB1426  HISTORY     - 1946     MONUMENTED       CGS
 LB1426  HISTORY     - 20071110 POOR             GEOCAC
 LB1426  HISTORY     - 20080808 POOR             GEOCAC
 LB1426
 LB1426                          STATION DESCRIPTION
 LB1426
 LB1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1426'9 MI W FROM MONON.
 LB1426'ABOUT 9.0 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1426'BUILDING AT MONON, ABOUT 0.9 MILE WEST OF MILROY COMMUNITY CHURCH,
 LB1426'AT A CROSS ROAD, IN THE NORTHWEST QUARTER OF THE INTERSECTION,
 LB1426'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET WEST OF
 LB1426'THE CENTER LINE OF THE ROAD LEADING NORTH, 19.5 FEET WEST OF A
 LB1426'CORNER FENCE POST, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 LB1426'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES AND
 LB1426'ABOUT LEVEL WITH THE HIGHWAY.
 LB1426
 LB1426                          STATION RECOVERY (2007)
 LB1426
 LB1426'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1426'SETTING DESTROYED DISK GONE
 LB1426
 LB1426                          STATION RECOVERY (2008)
 LB1426
 LB1426'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1426'SETTING MUTILATED AND DISK GONE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1439 ***********************************************************************
 LB1439  DESIGNATION -  X 108
 LB1439  PID         -  LB1439
 LB1439  STATE/COUNTY-  IN/JASPER
 LB1439  COUNTRY     -  US
 LB1439  USGS QUAD   -  REMINGTON (2019)
 LB1439
 LB1439                         *CURRENT SURVEY CONTROL
 LB1439  ______________________________________________________________________
 LB1439* NAD 83(1986) POSITION- 40 45 41.     (N) 087 10 22.     (W)   SCALED
 LB1439* NAVD 88 ORTHO HEIGHT -   225.758 (meters)      740.67  (feet) ADJUSTED
 LB1439  ______________________________________________________________________
 LB1439  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 LB1439  DYNAMIC HEIGHT  -        225.655 (meters)      740.34  (feet) COMP
 LB1439  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 LB1439
 LB1439  VERT ORDER      -  SECOND    CLASS 0
 LB1439
 LB1439.The horizontal coordinates were scaled from a map and have
 LB1439.an estimated accuracy of +/- 6 seconds.
 LB1439
 LB1439.The orthometric height was determined by differential leveling and
 LB1439.adjusted by the NATIONAL GEODETIC SURVEY
 LB1439.in June 1991.
 LB1439
 LB1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1439.GEOID18 height accuracy estimate available here.
 LB1439
 LB1439.Click photographs - Photos may exist for this station.
 LB1439
 LB1439.The dynamic height is computed by dividing the NAVD 88
 LB1439.geopotential number by the normal gravity value computed on the
 LB1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1439.degrees latitude (g = 980.6199 gals.).
 LB1439
 LB1439.The modeled gravity was interpolated from observed gravity values.
 LB1439
 LB1439;                    North         East    Units  Estimated Accuracy
 LB1439;SPC IN W     -   612,070.      892,450.      MT  (+/- 180 meters Scaled)
 LB1439
 LB1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL854122(NAD 83)
 LB1439
 LB1439                          SUPERSEDED SURVEY CONTROL
 LB1439
 LB1439  NGVD 29 (??/??/92)  225.832  (m)          740.92   (f) ADJ UNCH    2 0
 LB1439
 LB1439.Superseded values are not recommended for survey control.
 LB1439
 LB1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1439.See file dsdata.pdf to determine how the superseded data were derived.
 LB1439
 LB1439_MARKER: DB = BENCH MARK DISK
 LB1439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1439_SP_SET: CULVERT HEADWALL
 LB1439_STAMPING: X 108 1946
 LB1439_MARK LOGO: CGS
 LB1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1439+STABILITY: SURFACE MOTION
 LB1439
 LB1439  HISTORY     - Date     Condition        Report By
 LB1439  HISTORY     - 1946     MONUMENTED       CGS
 LB1439  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1439  HISTORY     - 20080804 MARK NOT FOUND   INDOT
 LB1439  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1439  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 LB1439
 LB1439                          STATION DESCRIPTION
 LB1439
 LB1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1439'1.1 MI W FROM REMINGTON.
 LB1439'ABOUT 1.1 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1439'STATION AT REMINGTON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 LB1439'46.4 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 13 FEET WEST
 LB1439'OF THE CENTER LINE OF THE GRAVEL ROAD, SET IN THE TOP OF THE
 LB1439'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 12-INCH PIPE CULVERT
 LB1439'UNDER THE ROAD, IN LINE WITH THE NORTH RIGHT-OF-WAY FENCE LINE
 LB1439'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED X 108 1946.
 LB1439
 LB1439                          STATION RECOVERY (2007)
 LB1439
 LB1439'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1439'NO CULVERT FOUND IN AREA
 LB1439
 LB1439                          STATION RECOVERY (2008)
 LB1439
 LB1439'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2008 (DLF)
 LB1439'MARK WAS NOT FOUND.
 LB1439
 LB1439                          STATION RECOVERY (2008)
 LB1439
 LB1439'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1439'NO CULVERT FOUND
 LB1439
 LB1439                          STATION RECOVERY (2012)
 LB1439
 LB1439'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1365 ***********************************************************************
 LB1365  DESIGNATION -  X 109
 LB1365  PID         -  LB1365
 LB1365  STATE/COUNTY-  IN/JASPER
 LB1365  COUNTRY     -  US
 LB1365  USGS QUAD   -  MCCOYSBURG (2019)
 LB1365
 LB1365                         *CURRENT SURVEY CONTROL
 LB1365  ______________________________________________________________________
 LB1365* NAD 83(1986) POSITION- 40 56 55.25   (N) 087 00 09.39   (W)   HD_HELD1
 LB1365* NAVD 88 ORTHO HEIGHT -   207.858 (meters)      681.95  (feet) ADJUSTED
 LB1365  ______________________________________________________________________
 LB1365  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 LB1365  DYNAMIC HEIGHT  -        207.767 (meters)      681.65  (feet) COMP
 LB1365  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LB1365
 LB1365  VERT ORDER      -  SECOND    CLASS 0
 LB1365
 LB1365.The horizontal coordinates were determined by differentially corrected
 LB1365.hand held GPS observations or other comparable positioning techniques
 LB1365.and have an estimated accuracy of +/- 3 meters.
 LB1365
 LB1365.The orthometric height was determined by differential leveling and
 LB1365.adjusted by the NATIONAL GEODETIC SURVEY
 LB1365.in June 1991.
 LB1365
 LB1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1365.GEOID18 height accuracy estimate available here.
 LB1365
 LB1365.Click photographs - Photos may exist for this station.
 LB1365
 LB1365.The dynamic height is computed by dividing the NAVD 88
 LB1365.geopotential number by the normal gravity value computed on the
 LB1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1365.degrees latitude (g = 980.6199 gals.).
 LB1365
 LB1365.The modeled gravity was interpolated from observed gravity values.
 LB1365
 LB1365;                    North         East    Units  Estimated Accuracy
 LB1365;SPC IN W     -   632,862.3     906,796.9     MT  (+/- 3 meters HH1 GPS) 
 LB1365
 LB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9978033060(NAD 83)
 LB1365
 LB1365                          SUPERSEDED SURVEY CONTROL
 LB1365
 LB1365  NGVD 29 (??/??/92)  207.951  (m)          682.25   (f) ADJ UNCH    2 0
 LB1365
 LB1365.Superseded values are not recommended for survey control.
 LB1365
 LB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1365.See file dsdata.pdf to determine how the superseded data were derived.
 LB1365
 LB1365_MARKER: DB = BENCH MARK DISK
 LB1365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1365_SP_SET: CULVERT HEADWALL
 LB1365_STAMPING: 682.253 X 109 1946
 LB1365_MARK LOGO: CGS
 LB1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1365+STABILITY: SURFACE MOTION
 LB1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1365+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1365
 LB1365  HISTORY     - Date     Condition        Report By
 LB1365  HISTORY     - 1946     MONUMENTED       CGS
 LB1365  HISTORY     - 20120327 GOOD             IN-073
 LB1365
 LB1365                          STATION DESCRIPTION
 LB1365
 LB1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1365'2 MI NW FROM HANGING GROVE.
 LB1365'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AND
 LB1365'CROSS ROAD AT HANGING GROVE, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 LB1365'ROAD, AT THE JUNCTION WITH A DIRT ROAD LEADING EAST, 27 FEET
 LB1365'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET NORTH
 LB1365'OF THE CENTER LINE OF THE ROAD LEADING EAST, SET IN THE TOP OF
 LB1365'THE EAST END OF THE EAST WINGWALL OF A 5-FOOT PIPE CULVERT
 LB1365'SLANTING DIAGONALLY FROM NORTHEAST TO SOUTHWEST UNDER THE
 LB1365'JUNCTION, AND ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 LB1365
 LB1365                          STATION RECOVERY (2012)
 LB1365
 LB1365'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0744 ***********************************************************************
 ME0744  DESIGNATION -  X 110
 ME0744  PID         -  ME0744
 ME0744  STATE/COUNTY-  IN/JASPER
 ME0744  COUNTRY     -  US
 ME0744  USGS QUAD   -  MEDARYVILLE (2019)
 ME0744
 ME0744                         *CURRENT SURVEY CONTROL
 ME0744  ______________________________________________________________________
 ME0744* NAD 83(1986) POSITION- 41 05 59.     (N) 086 56 59.     (W)   SCALED
 ME0744* NAVD 88 ORTHO HEIGHT -   210.404 (meters)      690.30  (feet) ADJUSTED
 ME0744  ______________________________________________________________________
 ME0744  GEOID HEIGHT    -        -33.738 (meters)                     GEOID18
 ME0744  DYNAMIC HEIGHT  -        210.312 (meters)      690.00  (feet) COMP
 ME0744  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 ME0744
 ME0744  VERT ORDER      -  SECOND    CLASS 0
 ME0744
 ME0744.The horizontal coordinates were scaled from a map and have
 ME0744.an estimated accuracy of +/- 6 seconds.
 ME0744
 ME0744.The orthometric height was determined by differential leveling and
 ME0744.adjusted by the NATIONAL GEODETIC SURVEY
 ME0744.in June 1991.
 ME0744
 ME0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0744.GEOID18 height accuracy estimate available here.
 ME0744
 ME0744.Click photographs - Photos may exist for this station.
 ME0744
 ME0744.The dynamic height is computed by dividing the NAVD 88
 ME0744.geopotential number by the normal gravity value computed on the
 ME0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0744.degrees latitude (g = 980.6199 gals.).
 ME0744
 ME0744.The modeled gravity was interpolated from observed gravity values.
 ME0744
 ME0744;                    North         East    Units  Estimated Accuracy
 ME0744;SPC IN W     -   649,640.      911,220.      MT  (+/- 180 meters Scaled)
 ME0744
 ME0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL042498(NAD 83)
 ME0744
 ME0744                          SUPERSEDED SURVEY CONTROL
 ME0744
 ME0744  NGVD 29 (??/??/92)  210.500  (m)          690.62   (f) ADJ UNCH    2 0
 ME0744
 ME0744.Superseded values are not recommended for survey control.
 ME0744
 ME0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0744.See file dsdata.pdf to determine how the superseded data were derived.
 ME0744
 ME0744_MARKER: DB = BENCH MARK DISK
 ME0744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0744_SP_SET: CULVERT HEADWALL
 ME0744_STAMPING: X 110 1946
 ME0744_MARK LOGO: CGS
 ME0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0744+STABILITY: SURFACE MOTION
 ME0744
 ME0744  HISTORY     - Date     Condition        Report By
 ME0744  HISTORY     - 1946     MONUMENTED       CGS
 ME0744  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME0744
 ME0744                          STATION DESCRIPTION
 ME0744
 ME0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0744'4.4 MI NW FROM MEDARYVILLE.
 ME0744'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0744'BUILDING AT MEDARYVILLE, THENCE 3.0 MILES WEST ALONG A GRAVEL
 ME0744'ROAD, 1.0 MILE WEST OF THE JASPER-PULASKI COUNTY LINE, IN THE
 ME0744'SOUTHWEST QUARTER OF A CROSS ROAD, SET IN THE TOP OF THE NORTH
 ME0744'END OF THE SOUTHWEST L TYPE CONCRETE HEADWALL OF A 3-FOOT PIPE
 ME0744'CULVERT SLANTING DIAGONALLY FROM NORTHEAST TO SOUTHWEST UNDER
 ME0744'THE INTERSECTION, 23 FEET SOUTH OF THE CENTER LINE OF THE
 ME0744'EAST-WEST ROAD, 14 FEET WEST OF THE CENTER LINE OF THE ROAD
 ME0744'LEADING SOUTH, AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
 ME0744
 ME0744                          STATION RECOVERY (2012)
 ME0744
 ME0744'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME0744'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0896 ***********************************************************************
 LB0896  HT_MOD      -  This is a Height Modernization Survey Station.
 LB0896  DESIGNATION -  X 111
 LB0896  PID         -  LB0896
 LB0896  STATE/COUNTY-  IN/BOONE
 LB0896  COUNTRY     -  US
 LB0896  USGS QUAD   -  SHANNONDALE (2019)
 LB0896
 LB0896                         *CURRENT SURVEY CONTROL
 LB0896  ______________________________________________________________________
 LB0896* NAD 83(2011) POSITION- 40 03 15.94412(N) 086 39 06.70437(W)   ADJUSTED
 LB0896* NAD 83(2011) ELLIP HT-   238.257 (meters)        (06/14/23)   ADJUSTED
 LB0896* NAD 83(2011) EPOCH   -  2010.00
 LB0896* NAVD 88 ORTHO HEIGHT -   271.83  (meters)      891.8   (feet) GPS OBS
 LB0896  ______________________________________________________________________
 LB0896  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 LB0896  NAD 83(2011) X  -    285,531.343 (meters)                     COMP
 LB0896  NAD 83(2011) Y  - -4,880,658.036 (meters)                     COMP
 LB0896  NAD 83(2011) Z  -  4,082,766.656 (meters)                     COMP
 LB0896  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LB0896
 LB0896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0896  Standards:
 LB0896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0896  -------------------------------------------------------------------
 LB0896  NETWORK    0.66   0.88           0.26   0.28   0.45     -0.09708730
 LB0896  -------------------------------------------------------------------
 LB0896  Click here for local accuracies and other accuracy information.
 LB0896
 LB0896.The horizontal coordinates were established by GPS observations
 LB0896.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 LB0896
 LB0896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0896.been affixed to the stable North American tectonic plate. See 
 LB0896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0896
 LB0896.The horizontal coordinates are valid at the epoch date displayed above
 LB0896.which is a decimal equivalence of Year/Month/Day.
 LB0896
 LB0896.The orthometric height was determined by GPS observations and a
 LB0896.high-resolution geoid model using precise GPS observation and
 LB0896.processing techniques.
 LB0896
 LB0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0896.GEOID18 height accuracy estimate available here.
 LB0896
 LB0896.Click photographs - Photos may exist for this station.
 LB0896
 LB0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0896
 LB0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0896
 LB0896.The ellipsoidal height was determined by GPS observations
 LB0896.and is referenced to NAD 83.
 LB0896
 LB0896. The following values were computed from the NAD 83(2011) position.
 LB0896
 LB0896;                    North         East     Units Scale Factor Converg.
 LB0896;SPC IN W     -   533,650.163   936,814.536   MT  0.99998334   +0 16 39.6
 LB0896;SPC IN W     - 1,750,817.24  3,073,532.36   sFT  0.99998334   +0 16 39.6
 LB0896;UTM  16      - 4,433,856.377   529,693.351   MT  0.99961085   +0 13 26.5
 LB0896
 LB0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0896!SPC IN W     -   0.99996262  x   0.99998334  =   0.99994596
 LB0896!UTM  16      -   0.99996262  x   0.99961085  =   0.99957349
 LB0896
 LB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2969333856(NAD 83)
 LB0896
 LB0896                          SUPERSEDED SURVEY CONTROL
 LB0896
 LB0896  NAVD 88 (06/15/91)  271.781  (m)          891.67   (f) ADJUSTED    2 0
 LB0896  NGVD 29 (??/??/92)  271.883  (m)          892.00   (f) ADJ UNCH    2 0
 LB0896
 LB0896.Superseded values are not recommended for survey control.
 LB0896
 LB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0896.See file dsdata.pdf to determine how the superseded data were derived.
 LB0896
 LB0896_MARKER: DB = BENCH MARK DISK
 LB0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0896_STAMPING: X 111 1946
 LB0896_MARK LOGO: CGS
 LB0896_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0896+STABILITY: SURFACE MOTION
 LB0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0896+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2023
 LB0896
 LB0896  HISTORY     - Date     Condition        Report By
 LB0896  HISTORY     - 1946     MONUMENTED       CGS
 LB0896  HISTORY     - 1977     GOOD             LOCENG
 LB0896  HISTORY     - 20230517 GOOD             INDOT
 LB0896
 LB0896                          STATION DESCRIPTION
 LB0896
 LB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0896'1.6 MI W FROM DOVER.
 LB0896'ALONG STATE HIGHWAY 32 ABOUT 1.6 MILE WEST OF JEFFERSON TOWNSHIP
 LB0896'SCHOOL AT DOVER, 0.15 MILE WEST OF THE JUNCTION WITH A ROAD
 LB0896'LEADING SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0896'76 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE OF
 LB0896'L.E. SHANNON, 15 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 LB0896'4.0 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE
 LB0896'LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT
 LB0896'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 111 1946
 LB0896'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0896'GROUND.
 LB0896
 LB0896                          STATION RECOVERY (1977)
 LB0896
 LB0896'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0896'RECOVERED IN GOOD CONDITION.
 LB0896
 LB0896                          STATION RECOVERY (2023)
 LB0896
 LB0896'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 LB0896'MARK WAS RECOVERED IN GOOD CONDITION PER THE NATIONAL GEODETIC SURVEY
 LB0896'DATASHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0888 ***********************************************************************
 LB0888  DESIGNATION -  X 112
 LB0888  PID         -  LB0888
 LB0888  STATE/COUNTY-  IN/BOONE
 LB0888  COUNTRY     -  US
 LB0888  USGS QUAD   -  HAZELRIGG (2019)
 LB0888
 LB0888                         *CURRENT SURVEY CONTROL
 LB0888  ______________________________________________________________________
 LB0888* NAD 83(1986) POSITION- 40 03 13.9    (N) 086 32 12.4    (W)   HD_HELD2
 LB0888* NAVD 88 ORTHO HEIGHT -   281.975 (meters)      925.11  (feet) ADJUSTED
 LB0888  ______________________________________________________________________
 LB0888  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 LB0888  DYNAMIC HEIGHT  -        281.820 (meters)      924.60  (feet) COMP
 LB0888  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 LB0888
 LB0888  VERT ORDER      -  SECOND    CLASS 0
 LB0888
 LB0888.The horizontal coordinates were established by autonomous hand held GPS
 LB0888.observations and have an estimated accuracy of +/- 10 meters.
 LB0888
 LB0888.The orthometric height was determined by differential leveling and
 LB0888.adjusted by the NATIONAL GEODETIC SURVEY
 LB0888.in June 1991.
 LB0888
 LB0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0888.GEOID18 height accuracy estimate available here.
 LB0888
 LB0888.Click photographs - Photos may exist for this station.
 LB0888
 LB0888.The dynamic height is computed by dividing the NAVD 88
 LB0888.geopotential number by the normal gravity value computed on the
 LB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0888.degrees latitude (g = 980.6199 gals.).
 LB0888
 LB0888.The modeled gravity was interpolated from observed gravity values.
 LB0888
 LB0888;                    North         East    Units  Estimated Accuracy
 LB0888;SPC IN W     -   533,641.      946,634.      MT  (+/- 10 meters HH2 GPS)
 LB0888
 LB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3950933838(NAD 83)
 LB0888
 LB0888                          SUPERSEDED SURVEY CONTROL
 LB0888
 LB0888  NGVD 29 (??/??/92)  282.077  (m)          925.45   (f) ADJ UNCH    2 0
 LB0888
 LB0888.Superseded values are not recommended for survey control.
 LB0888
 LB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0888.See file dsdata.pdf to determine how the superseded data were derived.
 LB0888
 LB0888_MARKER: DB = BENCH MARK DISK
 LB0888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0888_SP_SET: CULVERT HEADWALL
 LB0888_STAMPING: X 112 1946
 LB0888_MARK LOGO: CGS
 LB0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0888+STABILITY: SURFACE MOTION
 LB0888
 LB0888  HISTORY     - Date     Condition        Report By
 LB0888  HISTORY     - 1946     MONUMENTED       CGS
 LB0888  HISTORY     - 1973     GOOD             LOCSUR
 LB0888  HISTORY     - 1977     GOOD             LOCENG
 LB0888
 LB0888                          STATION DESCRIPTION
 LB0888
 LB0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0888'3.8 MI W FROM LEBANON.
 LB0888'ALONG 3.8 MILES WEST ALONG STATE HIGHWAY 32 FROM THE COUNTY
 LB0888'COURT HOUSE AT LEBANON, 0.35 MILE WEST OF THE JUNCTION WITH A
 LB0888'GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE
 LB0888'SOUTH CONCRETE HEADWALL OF A DOUBLE CORRUGATED STEEL PIPE CULVERT,
 LB0888'ABOUT 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 LB0888'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 112 1946.
 LB0888'NOTE-- 3.8 MILE W. OF COURTHOUSE.
 LB0888
 LB0888                          STATION RECOVERY (1973)
 LB0888
 LB0888'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 LB0888'RECOVERED IN GOOD CONDITION.
 LB0888
 LB0888                          STATION RECOVERY (1977)
 LB0888
 LB0888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0580 ***********************************************************************
 LB0580  DESIGNATION -  X 113
 LB0580  PID         -  LB0580
 LB0580  STATE/COUNTY-  IN/BOONE
 LB0580  COUNTRY     -  US
 LB0580  USGS QUAD   -  MECHANICSBURG (2019)
 LB0580
 LB0580                         *CURRENT SURVEY CONTROL
 LB0580  ______________________________________________________________________
 LB0580* NAD 83(1986) POSITION- 40 07 34.7    (N) 086 26 25.5    (W)   HD_HELD2
 LB0580* NAVD 88 ORTHO HEIGHT -   277.986 (meters)      912.03  (feet) ADJUSTED
 LB0580  ______________________________________________________________________
 LB0580  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 LB0580  DYNAMIC HEIGHT  -        277.834 (meters)      911.53  (feet) COMP
 LB0580  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LB0580
 LB0580  VERT ORDER      -  SECOND    CLASS 0
 LB0580
 LB0580.The horizontal coordinates were established by autonomous hand held GPS
 LB0580.observations and have an estimated accuracy of +/- 10 meters.
 LB0580
 LB0580.The orthometric height was determined by differential leveling and
 LB0580.adjusted by the NATIONAL GEODETIC SURVEY
 LB0580.in June 1991.
 LB0580
 LB0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0580.GEOID18 height accuracy estimate available here.
 LB0580
 LB0580.Click photographs - Photos may exist for this station.
 LB0580
 LB0580.The dynamic height is computed by dividing the NAVD 88
 LB0580.geopotential number by the normal gravity value computed on the
 LB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0580.degrees latitude (g = 980.6199 gals.).
 LB0580
 LB0580.The modeled gravity was interpolated from observed gravity values.
 LB0580
 LB0580;                    North         East    Units  Estimated Accuracy
 LB0580;SPC IN W     -   541,740.      954,798.      MT  (+/- 10 meters HH2 GPS)
 LB0580
 LB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4767741926(NAD 83)
 LB0580
 LB0580                          SUPERSEDED SURVEY CONTROL
 LB0580
 LB0580  NGVD 29 (??/??/92)  278.087  (m)          912.36   (f) ADJ UNCH    2 0
 LB0580
 LB0580.Superseded values are not recommended for survey control.
 LB0580
 LB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0580.See file dsdata.pdf to determine how the superseded data were derived.
 LB0580
 LB0580_MARKER: DB = BENCH MARK DISK
 LB0580_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0580_SP_SET: BOX CULVERT HEADWALL
 LB0580_STAMPING: X 113 1946
 LB0580_MARK LOGO: CGS
 LB0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0580+STABILITY: SURFACE MOTION
 LB0580
 LB0580  HISTORY     - Date     Condition        Report By
 LB0580  HISTORY     - 1946     MONUMENTED       CGS
 LB0580  HISTORY     - 19860730 GOOD             NGS
 LB0580
 LB0580                          STATION DESCRIPTION
 LB0580
 LB0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0580'3.4 MI W FROM ELIZAVILLE.
 LB0580'ALONG STATE HIGHWAY 47 ABOUT 3.4 MILES WEST OF THE CROSS ROADS
 LB0580'AT ELIZAVILLE, ABOUT 250 FEET WEST OF THE JUNCTION WITH A
 LB0580'ROAD LEADING NORTH, SET IN THE CENTER OF THE TOP OF THE
 LB0580'SOUTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 19 FEET SOUTH
 LB0580'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER THAN
 LB0580'THE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED X 113 1946.
 LB0580
 LB0580                          STATION RECOVERY (1986)
 LB0580
 LB0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB0580'FROM THE JUNCTION OF U.S. HIGHWAY 421 AND STATE ROUTE 47 JUST EAST
 LB0580'OF ELIZAVILLE, GO WEST ON STATE ROUTE 47 FOR 5.95 MILES (9.58 KM) TO
 LB0580'MARK ON LEFT.  LOCATED 19.0 FEET (5.8 M) SOUTH OF CENTER OF HIGHWAY
 LB0580'47, 1.0 FOOT (0.3 M) WEST OF A WITNESS POST AND 1 FOOT (0.3 M) LOWER
 LB0580'THAN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0336 ***********************************************************************
 LB0336  DESIGNATION -  X 114
 LB0336  PID         -  LB0336
 LB0336  STATE/COUNTY-  IN/HOWARD
 LB0336  COUNTRY     -  US
 LB0336  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0336
 LB0336                         *CURRENT SURVEY CONTROL
 LB0336  ______________________________________________________________________
 LB0336* NAD 83(2011) POSITION- 40 29 22.43050(N) 086 16 16.38827(W)   ADJUSTED
 LB0336* NAD 83(2011) ELLIP HT-   213.169 (meters)        (11/08/18)   ADJUSTED
 LB0336* NAD 83(2011) EPOCH   -  2010.00
 LB0336* NAVD 88 ORTHO HEIGHT -   247.434 (meters)      811.79  (feet) ADJUSTED
 LB0336  ______________________________________________________________________
 LB0336  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 LB0336  NAD 83(2011) X  -    315,916.841 (meters)                     COMP
 LB0336  NAD 83(2011) Y  - -4,847,466.258 (meters)                     COMP
 LB0336  NAD 83(2011) Z  -  4,119,617.034 (meters)                     COMP
 LB0336  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 LB0336  DYNAMIC HEIGHT  -        247.306 (meters)      811.37  (feet) COMP
 LB0336  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 LB0336
 LB0336  VERT ORDER      -  SECOND    CLASS 0
 LB0336
 LB0336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0336  Standards:
 LB0336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0336  -------------------------------------------------------------------
 LB0336  NETWORK    0.35   0.78           0.16   0.12   0.40      0.07965862
 LB0336  -------------------------------------------------------------------
 LB0336  Click here for local accuracies and other accuracy information.
 LB0336
 LB0336.The horizontal coordinates were established by GPS observations
 LB0336.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 LB0336
 LB0336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0336.been affixed to the stable North American tectonic plate. See 
 LB0336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0336
 LB0336.The horizontal coordinates are valid at the epoch date displayed above
 LB0336.which is a decimal equivalence of Year/Month/Day.
 LB0336
 LB0336.The orthometric height was determined by differential leveling and
 LB0336.adjusted by the NATIONAL GEODETIC SURVEY
 LB0336.in June 1991.
 LB0336
 LB0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0336.GEOID18 height accuracy estimate available here.
 LB0336
 LB0336.Click photographs - Photos may exist for this station.
 LB0336
 LB0336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0336
 LB0336.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0336
 LB0336.The ellipsoidal height was determined by GPS observations
 LB0336.and is referenced to NAD 83.
 LB0336
 LB0336.The dynamic height is computed by dividing the NAVD 88
 LB0336.geopotential number by the normal gravity value computed on the
 LB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0336.degrees latitude (g = 980.6199 gals.).
 LB0336
 LB0336.The modeled gravity was interpolated from observed gravity values.
 LB0336
 LB0336. The following values were computed from the NAD 83(2011) position.
 LB0336
 LB0336;                    North         East     Units Scale Factor Converg.
 LB0336;SPC IN E     -   582,052.266    48,747.071   MT  0.99999899   -0 23 33.2
 LB0336;SPC IN E     - 1,909,616.48    159,931.02   sFT  0.99999899   -0 23 33.2
 LB0336;UTM  16      - 4,482,351.396   561,762.261   MT  0.99964695   +0 28 23.6
 LB0336
 LB0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0336!SPC IN E     -   0.99996656  x   0.99999899  =   0.99996555
 LB0336!UTM  16      -   0.99996656  x   0.99964695  =   0.99961352
 LB0336
 LB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6176282351(NAD 83)
 LB0336
 LB0336                          SUPERSEDED SURVEY CONTROL
 LB0336
 LB0336  NAVD 88 (11/08/18)  247.5    (m)  GEOID12B model used  GPS OBS        
 LB0336  NGVD 29 (??/??/92)  247.542  (m)          812.14   (f) ADJ UNCH    2 0
 LB0336
 LB0336.Superseded values are not recommended for survey control.
 LB0336
 LB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0336.See file dsdata.pdf to determine how the superseded data were derived.
 LB0336
 LB0336_MARKER: DB = BENCH MARK DISK
 LB0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0336_STAMPING: X 114 1946
 LB0336_MARK LOGO: CGS
 LB0336_PROJECTION: PROJECTING 15 CENTIMETERS
 LB0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0336+STABILITY: SURFACE MOTION
 LB0336
 LB0336  HISTORY     - Date     Condition        Report By
 LB0336  HISTORY     - 1946     MONUMENTED       CGS
 LB0336  HISTORY     - 20170314 GOOD             INDOT
 LB0336
 LB0336                          STATION DESCRIPTION
 LB0336
 LB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0336'0.9 MI S FROM JUDSON.
 LB0336'ABOUT 0.9 MILE SOUTH ALONG A PAVED ROAD FROM THE CROSS ROADS
 LB0336'AT JUDSON, AT THE INTERSECTION WITH STATE HIGHWAY 22, IN THE
 LB0336'NORTHEAST QUARTER OF THE INTERSECTION, 30 FEET EAST OF THE CENTER
 LB0336'LINE OF THE NORTH-SOUTH ROAD, 49 FEET NORTH OF THE CENTER LINE
 LB0336'OF HIGHWAY 22, 17 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET
 LB0336'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET SOUTHWEST
 LB0336'OF THE RIGHT-OF-WAY FENCE LINE, AND ABOUT LEVEL WITH THE INTERSECTION.
 LB0336'A STANDARD DISK, STAMPED X 114 1946 AND SET IN THE TOP OF A
 LB0336'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0336
 LB0336                          STATION RECOVERY (2017)
 LB0336
 LB0336'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (SM)
 LB0336'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF YOUNG
 LB0336'AMERICA, 6.6 MI (10.6 KM) EAST OF BURLINGTON AND 5.0 MI (8.0 KM) NORTH
 LB0336'OF RUSSIAVILLE.
 LB0336'
 LB0336'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF STATE ROUTE 22 AND
 LB0336'NORTH COUNTY ROAD 750 WEST.
 LB0336'
 LB0336'THE MONUMENT DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0999 ***********************************************************************
 LB0999  DESIGNATION -  X 115
 LB0999  PID         -  LB0999
 LB0999  STATE/COUNTY-  IN/CARROLL
 LB0999  COUNTRY     -  US
 LB0999  USGS QUAD   -  FLORA (2019)
 LB0999
 LB0999                         *CURRENT SURVEY CONTROL
 LB0999  ______________________________________________________________________
 LB0999* NAD 83(1986) POSITION- 40 36 18.     (N) 086 30 33.     (W)   SCALED
 LB0999* NAVD 88 ORTHO HEIGHT -   206.451 (meters)      677.33  (feet) ADJUSTED
 LB0999  ______________________________________________________________________
 LB0999  GEOID HEIGHT    -        -34.169 (meters)                     GEOID18
 LB0999  DYNAMIC HEIGHT  -        206.350 (meters)      677.00  (feet) COMP
 LB0999  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 LB0999
 LB0999  VERT ORDER      -  SECOND    CLASS 0
 LB0999
 LB0999.The horizontal coordinates were scaled from a map and have
 LB0999.an estimated accuracy of +/- 6 seconds.
 LB0999
 LB0999.The orthometric height was determined by differential leveling and
 LB0999.adjusted by the NATIONAL GEODETIC SURVEY
 LB0999.in June 1991.
 LB0999
 LB0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0999.GEOID18 height accuracy estimate available here.
 LB0999
 LB0999.Click photographs - Photos may exist for this station.
 LB0999
 LB0999.The dynamic height is computed by dividing the NAVD 88
 LB0999.geopotential number by the normal gravity value computed on the
 LB0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0999.degrees latitude (g = 980.6199 gals.).
 LB0999
 LB0999.The modeled gravity was interpolated from observed gravity values.
 LB0999
 LB0999;                    North         East    Units  Estimated Accuracy
 LB0999;SPC IN W     -   594,850.      948,590.      MT  (+/- 180 meters Scaled)
 LB0999
 LB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK415950(NAD 83)
 LB0999
 LB0999                          SUPERSEDED SURVEY CONTROL
 LB0999
 LB0999  NGVD 29 (??/??/92)  206.564  (m)          677.70   (f) ADJ UNCH    2 0
 LB0999
 LB0999.Superseded values are not recommended for survey control.
 LB0999
 LB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0999.See file dsdata.pdf to determine how the superseded data were derived.
 LB0999
 LB0999_MARKER: DB = BENCH MARK DISK
 LB0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0999_STAMPING: X 115 1946
 LB0999_MARK LOGO: CGS
 LB0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0999+STABILITY: SURFACE MOTION
 LB0999
 LB0999  HISTORY     - Date     Condition        Report By
 LB0999  HISTORY     - 1946     MONUMENTED       CGS
 LB0999
 LB0999                          STATION DESCRIPTION
 LB0999
 LB0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0999'1.6 MI E FROM CAMDEN.
 LB0999'ABOUT 1.65 MILE EAST ALONG STATE HIGHWAY 218 FROM THE CAMDEN
 LB0999'STATE BANK AT CAMDEN, 39 FEET SOUTH OF THE CENTER LINE OF THE
 LB0999'HIGHWAY, 12 FEET EAST OF THE DRIVEWAY TO MRS. FANNIE APPLETONS FARM
 LB0999'HOUSE, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM
 LB0999'HOUSE, 4.8 FEET EAST OF A FENCE CORNER, 1.5 FOOT NORTH OF THE
 LB0999'RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 LB0999'WITNESS POST AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.  A STANDARD
 LB0999'DISK, STAMPED X 115 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0999'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0391 ***********************************************************************
 LB0391  DESIGNATION -  X 116
 LB0391  PID         -  LB0391
 LB0391  STATE/COUNTY-  IN/HOWARD
 LB0391  COUNTRY     -  US
 LB0391  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0391
 LB0391                         *CURRENT SURVEY CONTROL
 LB0391  ______________________________________________________________________
 LB0391* NAD 83(1986) POSITION- 40 29 21.     (N) 086 18 28.     (W)   SCALED
 LB0391* NAVD 88 ORTHO HEIGHT -   241.251 (meters)      791.50  (feet) ADJUSTED
 LB0391  ______________________________________________________________________
 LB0391  GEOID HEIGHT    -        -34.339 (meters)                     GEOID18
 LB0391  DYNAMIC HEIGHT  -        241.126 (meters)      791.09  (feet) COMP
 LB0391  MODELED GRAVITY -    980,103.1   (mgal)                       NAVD 88
 LB0391
 LB0391  VERT ORDER      -  SECOND    CLASS 0
 LB0391
 LB0391.The horizontal coordinates were scaled from a map and have
 LB0391.an estimated accuracy of +/- 6 seconds.
 LB0391
 LB0391.The orthometric height was determined by differential leveling and
 LB0391.adjusted by the NATIONAL GEODETIC SURVEY
 LB0391.in June 1991.
 LB0391
 LB0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0391.GEOID18 height accuracy estimate available here.
 LB0391
 LB0391.Click photographs - Photos may exist for this station.
 LB0391
 LB0391.The dynamic height is computed by dividing the NAVD 88
 LB0391.geopotential number by the normal gravity value computed on the
 LB0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0391.degrees latitude (g = 980.6199 gals.).
 LB0391
 LB0391.The modeled gravity was interpolated from observed gravity values.
 LB0391
 LB0391;                    North         East    Units  Estimated Accuracy
 LB0391;SPC IN E     -   582,030.       45,650.      MT  (+/- 180 meters Scaled)
 LB0391
 LB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK586822(NAD 83)
 LB0391
 LB0391                          SUPERSEDED SURVEY CONTROL
 LB0391
 LB0391  NGVD 29 (??/??/92)  241.360  (m)          791.86   (f) ADJ UNCH    2 0
 LB0391
 LB0391.Superseded values are not recommended for survey control.
 LB0391
 LB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0391.See file dsdata.pdf to determine how the superseded data were derived.
 LB0391
 LB0391_MARKER: DB = BENCH MARK DISK
 LB0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0391_SP_SET: CULVERT HEADWALL
 LB0391_STAMPING: X 116 1946
 LB0391_MARK LOGO: CGS
 LB0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0391+STABILITY: SURFACE MOTION
 LB0391
 LB0391  HISTORY     - Date     Condition        Report By
 LB0391  HISTORY     - 1946     MONUMENTED       CGS
 LB0391
 LB0391                          STATION DESCRIPTION
 LB0391
 LB0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0391'4.8 MI E FROM BURLINGTON.
 LB0391'ABOUT 4.75 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 LB0391'WITH STATE HIGHWAY 29 AT BURLINGTON, ABOUT 100 YARDS EAST OF A
 LB0391'FARM HOUSE THAT IS ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE
 LB0391'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A 24-INCH
 LB0391'PIPE CULVERT, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 LB0391'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 116
 LB0391'1946.  THIS MARK MAY BE REACHED FROM THE CROSS ROADS AT JUDSON BY
 LB0391'GOING ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD THENCE ABOUT 1.9
 LB0391'MILE WEST ALONG STATE HIGHWAY 22.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0769 ***********************************************************************
 LB0769  DESIGNATION -  X 117
 LB0769  PID         -  LB0769
 LB0769  STATE/COUNTY-  IN/CLINTON
 LB0769  COUNTRY     -  US
 LB0769  USGS QUAD   -  ROSSVILLE (2019)
 LB0769
 LB0769                         *CURRENT SURVEY CONTROL
 LB0769  ______________________________________________________________________
 LB0769* NAD 83(1986) POSITION- 40 23 16.     (N) 086 35 14.     (W)   SCALED
 LB0769* NAVD 88 ORTHO HEIGHT -   239.462 (meters)      785.63  (feet) ADJUSTED
 LB0769  ______________________________________________________________________
 LB0769  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 LB0769  DYNAMIC HEIGHT  -        239.339 (meters)      785.23  (feet) COMP
 LB0769  MODELED GRAVITY -    980,107.9   (mgal)                       NAVD 88
 LB0769
 LB0769  VERT ORDER      -  SECOND    CLASS 0
 LB0769
 LB0769.The horizontal coordinates were scaled from a map and have
 LB0769.an estimated accuracy of +/- 6 seconds.
 LB0769
 LB0769.The orthometric height was determined by differential leveling and
 LB0769.adjusted by the NATIONAL GEODETIC SURVEY
 LB0769.in June 1991.
 LB0769
 LB0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0769.GEOID18 height accuracy estimate available here.
 LB0769
 LB0769.Click photographs - Photos may exist for this station.
 LB0769
 LB0769.The dynamic height is computed by dividing the NAVD 88
 LB0769.geopotential number by the normal gravity value computed on the
 LB0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0769.degrees latitude (g = 980.6199 gals.).
 LB0769
 LB0769.The modeled gravity was interpolated from observed gravity values.
 LB0769
 LB0769;                    North         East    Units  Estimated Accuracy
 LB0769;SPC IN W     -   570,690.      942,120.      MT  (+/- 180 meters Scaled)
 LB0769
 LB0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK350708(NAD 83)
 LB0769
 LB0769                          SUPERSEDED SURVEY CONTROL
 LB0769
 LB0769  NGVD 29 (??/??/92)  239.566  (m)          785.98   (f) ADJ UNCH    2 0
 LB0769
 LB0769.Superseded values are not recommended for survey control.
 LB0769
 LB0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0769.See file dsdata.pdf to determine how the superseded data were derived.
 LB0769
 LB0769_MARKER: DB = BENCH MARK DISK
 LB0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0769_STAMPING: X 117 1946
 LB0769_MARK LOGO: CGS
 LB0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0769+STABILITY: SURFACE MOTION
 LB0769
 LB0769  HISTORY     - Date     Condition        Report By
 LB0769  HISTORY     - 1946     MONUMENTED       CGS
 LB0769
 LB0769                          STATION DESCRIPTION
 LB0769
 LB0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0769'3.6 MI W FROM MORAN.
 LB0769'ABOUT 3.65 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LB0769'AT MORAN, AT THE JUNCTION WITH STATE HIGHWAY 39, 27 FEET SOUTH
 LB0769'OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 36 FEET
 LB0769'WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTHEAST OF A
 LB0769'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND ABOUT LEVEL WITH THE
 LB0769'HIGHWAY.  A STANDARD DISK, STAMPED X 117 1946 AND SET IN THE
 LB0769'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  THIS
 LB0769'MARK MAY BE REACHED BY GOING ABOUT 2.1 MILES SOUTH ALONG STATE
 LB0769'HIGHWAY 39 FROM THIS POST OFFICE AT ROSSVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0682 ***********************************************************************
 LB0682  DESIGNATION -  X 118
 LB0682  PID         -  LB0682
 LB0682  STATE/COUNTY-  IN/CLINTON
 LB0682  COUNTRY     -  US
 LB0682  USGS QUAD   -  FRANKFORT (2019)
 LB0682
 LB0682                         *CURRENT SURVEY CONTROL
 LB0682  ______________________________________________________________________
 LB0682* NAD 83(1997) POSITION- 40 20 39.44296(N) 086 34 02.94001(W)   ADJUSTED
 LB0682* NAVD 88 ORTHO HEIGHT -   248.937 (meters)      816.72  (feet) ADJUSTED
 LB0682  ______________________________________________________________________
 LB0682  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 LB0682  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 LB0682  DYNAMIC HEIGHT  -        248.809 (meters)      816.30  (feet) COMP
 LB0682  MODELED GRAVITY -    980,103.0   (mgal)                       NAVD 88
 LB0682
 LB0682  HORZ ORDER      -  SECOND
 LB0682  VERT ORDER      -  SECOND    CLASS 0
 LB0682
 LB0682.The horizontal coordinates were established by classical geodetic methods
 LB0682.and adjusted by the National Geodetic Survey in May 1999.
 LB0682
 LB0682.The orthometric height was determined by differential leveling and
 LB0682.adjusted by the NATIONAL GEODETIC SURVEY
 LB0682.in June 1991.
 LB0682
 LB0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0682.GEOID18 height accuracy estimate available here.
 LB0682
 LB0682.Click photographs - Photos may exist for this station.
 LB0682
 LB0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0682
 LB0682.The dynamic height is computed by dividing the NAVD 88
 LB0682.geopotential number by the normal gravity value computed on the
 LB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0682.degrees latitude (g = 980.6199 gals.).
 LB0682
 LB0682.The modeled gravity was interpolated from observed gravity values.
 LB0682
 LB0682. The following values were computed from the NAD 83(1997) position.
 LB0682
 LB0682;                    North         East     Units Scale Factor Converg.
 LB0682;SPC IN W     -   565,873.309   943,827.026   MT  0.99999030   +0 20 02.2
 LB0682;SPC IN W     - 1,856,536.01  3,096,539.17   sFT  0.99999030   +0 20 02.2
 LB0682;UTM  16      - 4,466,060.907   536,733.461   MT  0.99961661   +0 16 48.0
 LB0682
 LB0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0682!SPC IN W     -   0.99996628  x   0.99999030  =   0.99995658
 LB0682!UTM  16      -   0.99996628  x   0.99961661  =   0.99958290
 LB0682
 LB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3673366060(NAD 83)
 LB0682
 LB0682                          SUPERSEDED SURVEY CONTROL
 LB0682
 LB0682  NAD 83(1986)-  40 20 39.44946(N)    086 34 02.95291(W) AD(       ) 2
 LB0682  NAD 27      -  40 20 39.32520(N)    086 34 02.93870(W) AD(       ) 2
 LB0682  NGVD 29 (??/??/92)  249.038  (m)          817.05   (f) ADJ UNCH    2 0
 LB0682  NGVD 29             249.04   (m)          817.1    (f) LEVELING    3  
 LB0682
 LB0682.Superseded values are not recommended for survey control.
 LB0682
 LB0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0682.See file dsdata.pdf to determine how the superseded data were derived.
 LB0682
 LB0682_MARKER: DB = BENCH MARK DISK
 LB0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0682_STAMPING: X 118 1946
 LB0682_MARK LOGO: CGS
 LB0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0682+STABILITY: SURFACE MOTION
 LB0682
 LB0682  HISTORY     - Date     Condition        Report By
 LB0682  HISTORY     - 1946     MONUMENTED       CGS
 LB0682  HISTORY     - 1948     GOOD             CGS
 LB0682
 LB0682                          STATION DESCRIPTION
 LB0682
 LB0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0682'5.2 MI E FROM MULBERRY.
 LB0682'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 LB0682'AT MULBERRY AND ABOUT 5.15 MILES SOUTHEAST ALONG STATE HIGHWAY 39
 LB0682'FROM THE POST OFFICE AT ROSSVILLE, AT THE JUNCTION OF HIGHWAYS
 LB0682'38 AND 39, 102 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 39,
 LB0682'33 FEET NORTH OF THE CENTERLINE OF HIGHWAY 38, 3.2 FEET NORTHEAST
 LB0682'OF A FENCE CORNER, 1.5 FOOT SOUTHEAST OF A FENCE LINE AND ABOUT
 LB0682'LEVEL WITH THE CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED
 LB0682'X 118 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB0682'INCHES ABOVE GROUND.
 LB0682
 LB0682                          STATION RECOVERY (1948)
 LB0682
 LB0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB0682'THIS IS A TRAVERSE STATION.
 LB0682'
 LB0682'STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 38 AND 39
 LB0682'ABOUT 5 MILES SOUTHEAST OF ROSSVILLE.  IT IS 102 FEET WEST OF
 LB0682'CENTER OF HIGHWAY 39, 34 FEET NORTH OF CENTER OF HIGHWAY 38 AND 4
 LB0682'FEET NORTHEAST OF A POWER POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE
 LB0682'POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC
 LB0682'AND GS BM DISK STAMPED X 118 1946.
 LB0682'
 LB0682'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CAMBIA.
 LB0682'THE DISTANCE WAS 55.22 FEET, 16.830 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0785 ***********************************************************************
 LB0785  DESIGNATION -  X 119
 LB0785  PID         -  LB0785
 LB0785  STATE/COUNTY-  IN/TIPPECANOE
 LB0785  COUNTRY     -  US
 LB0785  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0785
 LB0785                         *CURRENT SURVEY CONTROL
 LB0785  ______________________________________________________________________
 LB0785* NAD 83(1986) POSITION- 40 26 40.     (N) 086 45 24.     (W)   SCALED
 LB0785* NAVD 88 ORTHO HEIGHT -   181.834 (meters)      596.57  (feet) ADJUSTED
 LB0785  ______________________________________________________________________
 LB0785  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LB0785  DYNAMIC HEIGHT  -        181.743 (meters)      596.27  (feet) COMP
 LB0785  MODELED GRAVITY -    980,123.4   (mgal)                       NAVD 88
 LB0785
 LB0785  VERT ORDER      -  SECOND    CLASS 0
 LB0785
 LB0785.The horizontal coordinates were scaled from a map and have
 LB0785.an estimated accuracy of +/- 6 seconds.
 LB0785
 LB0785.The orthometric height was determined by differential leveling and
 LB0785.adjusted by the NATIONAL GEODETIC SURVEY
 LB0785.in June 1991.
 LB0785
 LB0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0785.GEOID18 height accuracy estimate available here.
 LB0785
 LB0785.Click photographs - Photos may exist for this station.
 LB0785
 LB0785.The dynamic height is computed by dividing the NAVD 88
 LB0785.geopotential number by the normal gravity value computed on the
 LB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0785.degrees latitude (g = 980.6199 gals.).
 LB0785
 LB0785.The modeled gravity was interpolated from observed gravity values.
 LB0785
 LB0785;                    North         East    Units  Estimated Accuracy
 LB0785;SPC IN W     -   576,920.      927,710.      MT  (+/- 180 meters Scaled)
 LB0785
 LB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK206771(NAD 83)
 LB0785
 LB0785                          SUPERSEDED SURVEY CONTROL
 LB0785
 LB0785  NGVD 29 (??/??/92)  181.939  (m)          596.91   (f) ADJ UNCH    2 0
 LB0785
 LB0785.Superseded values are not recommended for survey control.
 LB0785
 LB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0785.See file dsdata.pdf to determine how the superseded data were derived.
 LB0785
 LB0785_MARKER: DB = BENCH MARK DISK
 LB0785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0785_SP_SET: BOX CULVERT HEADWALL
 LB0785_STAMPING: X 119 1946
 LB0785_MARK LOGO: CGS
 LB0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0785+STABILITY: SURFACE MOTION
 LB0785
 LB0785  HISTORY     - Date     Condition        Report By
 LB0785  HISTORY     - 1946     MONUMENTED       CGS
 LB0785  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB0785
 LB0785                          STATION DESCRIPTION
 LB0785
 LB0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0785'3.7 MI S FROM BUCK CREEK.
 LB0785'ABOUT 3.7 MILES SOUTH ALONG THE BUCK CREEK-DAYTON ROAD FROM
 LB0785'THE WABASH RAILWAY STATION AT BUCK CREEK, ABOUT 0.15 MILE
 LB0785'EAST OF A BRIDGE OVER WILDCAT CREEK, AT A CURVE, SET IN THE TOP
 LB0785'OF THE NORTH END OF THE EAST HEADWALL OF A 2-FOOT CONCRETE
 LB0785'BOX CULVERT, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 LB0785'FEET SOUTH OF THE CENTER LINE OF A FIELD ENTRANCE ROAD LEADING
 LB0785'EAST AND ABOUT 1 1/2 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK,
 LB0785'STAMPED X 119 1946.  THIS MARK IS ABOUT 1.35 MILE NORTH OF
 LB0785'THE PERRY TOWNSHIP HIGH SCHOOL AT MONITOR.
 LB0785
 LB0785                          STATION RECOVERY (1965)
 LB0785
 LB0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0785'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0365 ***********************************************************************
 KA0365  DESIGNATION -  X 12
 KA0365  PID         -  KA0365
 KA0365  STATE/COUNTY-  IN/GREENE
 KA0365  COUNTRY     -  US
 KA0365  USGS QUAD   -  ARNEY (2019)
 KA0365
 KA0365                         *CURRENT SURVEY CONTROL
 KA0365  ______________________________________________________________________
 KA0365* NAD 83(1986) POSITION- 39 09 46.     (N) 086 54 03.     (W)   SCALED
 KA0365* NAVD 88 ORTHO HEIGHT -   163.545 (meters)      536.56  (feet) ADJUSTED
 KA0365  ______________________________________________________________________
 KA0365  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KA0365  DYNAMIC HEIGHT  -        163.448 (meters)      536.25  (feet) COMP
 KA0365  MODELED GRAVITY -    980,028.2   (mgal)                       NAVD 88
 KA0365
 KA0365  VERT ORDER      -  FIRST     CLASS II
 KA0365
 KA0365.The horizontal coordinates were scaled from a map and have
 KA0365.an estimated accuracy of +/- 6 seconds.
 KA0365
 KA0365.The orthometric height was determined by differential leveling and
 KA0365.adjusted by the NATIONAL GEODETIC SURVEY
 KA0365.in June 1991.
 KA0365
 KA0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0365.GEOID18 height accuracy estimate available here.
 KA0365
 KA0365.Click photographs - Photos may exist for this station.
 KA0365
 KA0365.The dynamic height is computed by dividing the NAVD 88
 KA0365.geopotential number by the normal gravity value computed on the
 KA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0365.degrees latitude (g = 980.6199 gals.).
 KA0365
 KA0365.The modeled gravity was interpolated from observed gravity values.
 KA0365
 KA0365;                    North         East    Units  Estimated Accuracy
 KA0365;SPC IN W     -   434,580.      915,770.      MT  (+/- 180 meters Scaled)
 KA0365
 KA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085348(NAD 83)
 KA0365
 KA0365                          SUPERSEDED SURVEY CONTROL
 KA0365
 KA0365  NGVD 29 (??/??/92)  163.677  (m)          537.00   (f) ADJ UNCH    1 2
 KA0365
 KA0365.Superseded values are not recommended for survey control.
 KA0365
 KA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0365.See file dsdata.pdf to determine how the superseded data were derived.
 KA0365
 KA0365_MARKER: DB = BENCH MARK DISK
 KA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0365_STAMPING: 536.997 X 12 1930
 KA0365_MARK LOGO: CGS
 KA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0365+STABILITY: SURFACE MOTION
 KA0365
 KA0365  HISTORY     - Date     Condition        Report By
 KA0365  HISTORY     - 1930     MONUMENTED       CGS
 KA0365  HISTORY     - 1944     GOOD             CGS
 KA0365
 KA0365                          STATION DESCRIPTION
 KA0365
 KA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0365'5.5 MI NE FROM WORTHINGTON.
 KA0365'5.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KA0365'WORTHINGTON, GREENE COUNTY, 75 FEET SOUTHWEST OF A ROAD CROSSING,
 KA0365'45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT POLE 66/40, AND
 KA0365'NEAR A WIRE FENCE.  A STANDARD DISK, STAMPED 536.997 X 12 1930
 KA0365'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4-1/2
 KA0365'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0943 ***********************************************************************
 LB0943  DESIGNATION -  X 120
 LB0943  PID         -  LB0943
 LB0943  STATE/COUNTY-  IN/WHITE
 LB0943  COUNTRY     -  US
 LB0943  USGS QUAD   -  BURNETTSVILLE (2019)
 LB0943
 LB0943                         *CURRENT SURVEY CONTROL
 LB0943  ______________________________________________________________________
 LB0943* NAD 83(1986) POSITION- 40 45 07.     (N) 086 35 28.     (W)   SCALED
 LB0943* NAVD 88 ORTHO HEIGHT -   212.111 (meters)      695.90  (feet) ADJUSTED
 LB0943  ______________________________________________________________________
 LB0943  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 LB0943  DYNAMIC HEIGHT  -        212.013 (meters)      695.58  (feet) COMP
 LB0943  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 LB0943
 LB0943  VERT ORDER      -  SECOND    CLASS 0
 LB0943
 LB0943.The horizontal coordinates were scaled from a map and have
 LB0943.an estimated accuracy of +/- 6 seconds.
 LB0943
 LB0943.The orthometric height was determined by differential leveling and
 LB0943.adjusted by the NATIONAL GEODETIC SURVEY
 LB0943.in June 1991.
 LB0943
 LB0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0943.GEOID18 height accuracy estimate available here.
 LB0943
 LB0943.Click photographs - Photos may exist for this station.
 LB0943
 LB0943.The dynamic height is computed by dividing the NAVD 88
 LB0943.geopotential number by the normal gravity value computed on the
 LB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0943.degrees latitude (g = 980.6199 gals.).
 LB0943
 LB0943.The modeled gravity was interpolated from observed gravity values.
 LB0943
 LB0943;                    North         East    Units  Estimated Accuracy
 LB0943;SPC IN W     -   611,130.      941,570.      MT  (+/- 180 meters Scaled)
 LB0943
 LB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345113(NAD 83)
 LB0943
 LB0943                          SUPERSEDED SURVEY CONTROL
 LB0943
 LB0943  NGVD 29 (??/??/92)  212.221  (m)          696.26   (f) ADJ UNCH    2 0
 LB0943
 LB0943.Superseded values are not recommended for survey control.
 LB0943
 LB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0943.See file dsdata.pdf to determine how the superseded data were derived.
 LB0943
 LB0943_MARKER: DB = BENCH MARK DISK
 LB0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0943_SP_SET: BRIDGE WINGWALL
 LB0943_STAMPING: X 120 1946
 LB0943_MARK LOGO: CGS
 LB0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0943
 LB0943  HISTORY     - Date     Condition        Report By
 LB0943  HISTORY     - 1946     MONUMENTED       CGS
 LB0943
 LB0943                          STATION DESCRIPTION
 LB0943
 LB0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0943'0.7 MI S FROM BURNETTSVILLE.
 LB0943'ABOUT 0.7 MILE SOUTH ALONG THE BURNETTSVILLE-LOCKPORT ROAD FROM
 LB0943'THE PENNSYLVANIA RAILROAD STATION AT BURNETTSVILLE, SET IN THE
 LB0943'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A 20-FOOT BRIDGE OVER
 LB0943'A CREEK, 9.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FOOT
 LB0943'EAST OF THE EAST STEEL BRIDGE RAILING, AND ABOUT LEVEL WITH THE
 LB0943'ROAD.  A STANDARD DISK, STAMPED X 120 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0117 ***********************************************************************
 KA0117  DESIGNATION -  X 121
 KA0117  PID         -  KA0117
 KA0117  STATE/COUNTY-  IN/HENDRICKS
 KA0117  COUNTRY     -  US
 KA0117  USGS QUAD   -  BROWNSBURG (2019)
 KA0117
 KA0117                         *CURRENT SURVEY CONTROL
 KA0117  ______________________________________________________________________
 KA0117* NAD 83(1986) POSITION- 39 51 26.     (N) 086 25 49.     (W)   SCALED
 KA0117* NAVD 88 ORTHO HEIGHT -   276.234 (meters)      906.28  (feet) ADJUSTED
 KA0117  ______________________________________________________________________
 KA0117  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 KA0117  DYNAMIC HEIGHT  -        276.083 (meters)      905.78  (feet) COMP
 KA0117  MODELED GRAVITY -    980,070.5   (mgal)                       NAVD 88
 KA0117
 KA0117  VERT ORDER      -  SECOND    CLASS 0
 KA0117
 KA0117.The horizontal coordinates were scaled from a map and have
 KA0117.an estimated accuracy of +/- 6 seconds.
 KA0117
 KA0117.The orthometric height was determined by differential leveling and
 KA0117.adjusted by the NATIONAL GEODETIC SURVEY
 KA0117.in June 1991.
 KA0117
 KA0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0117.GEOID18 height accuracy estimate available here.
 KA0117
 KA0117.Click photographs - Photos may exist for this station.
 KA0117
 KA0117.The dynamic height is computed by dividing the NAVD 88
 KA0117.geopotential number by the normal gravity value computed on the
 KA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0117.degrees latitude (g = 980.6199 gals.).
 KA0117
 KA0117.The modeled gravity was interpolated from observed gravity values.
 KA0117
 KA0117;                    North         East    Units  Estimated Accuracy
 KA0117;SPC IN W     -   511,870.      955,880.      MT  (+/- 180 meters Scaled)
 KA0117
 KA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK487120(NAD 83)
 KA0117
 KA0117                          SUPERSEDED SURVEY CONTROL
 KA0117
 KA0117  NGVD 29 (??/??/92)  276.341  (m)          906.63   (f) ADJ UNCH    2 0
 KA0117
 KA0117.Superseded values are not recommended for survey control.
 KA0117
 KA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0117.See file dsdata.pdf to determine how the superseded data were derived.
 KA0117
 KA0117_MARKER: DB = BENCH MARK DISK
 KA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0117_STAMPING: X 121 1946
 KA0117_MARK LOGO: CGS
 KA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0117+STABILITY: SURFACE MOTION
 KA0117
 KA0117  HISTORY     - Date     Condition        Report By
 KA0117  HISTORY     - 1946     MONUMENTED       CGS
 KA0117  HISTORY     - 1978     GOOD             LOCSUR
 KA0117  HISTORY     - 20221216 MARK NOT FOUND   INDOT
 KA0117
 KA0117                          STATION DESCRIPTION
 KA0117
 KA0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0117'2 MI NW FROM BROWNSBURG.
 KA0117'ABOUT 2.0 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY,
 KA0117'FROM THE STATION AT BROWNSBURG, OPPOSITE MILE POST 16, SET IN THE
 KA0117'SOUTHWEST QUARTER OF A ROAD CROSSING, 37.5 FEET SOUTHWEST
 KA0117'OF THE CENTER OF THE CROSSING, 34 FEET SOUTHWEST OF THE SOUTHWEST
 KA0117'RAIL, AND 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 KA0117'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4.5 FEET BELOW
 KA0117'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED X 121 1946
 KA0117'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 KA0117'GROUND.
 KA0117
 KA0117                          STATION RECOVERY (1978)
 KA0117
 KA0117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 KA0117'RECOVERED IN GOOD CONDITION.
 KA0117
 KA0117                          STATION RECOVERY (2022)
 KA0117
 KA0117'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (AEW)
 KA0117'NOT FOUND, APPEARS TO BE UNDER ROCK FILL FROM A RAILROAD CONTROL SHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1390 ***********************************************************************
 LB1390  DESIGNATION -  X 122
 LB1390  PID         -  LB1390
 LB1390  STATE/COUNTY-  IN/BENTON
 LB1390  COUNTRY     -  US
 LB1390  USGS QUAD   -  FOWLER (2019)
 LB1390
 LB1390                         *CURRENT SURVEY CONTROL
 LB1390  ______________________________________________________________________
 LB1390* NAD 83(1986) POSITION- 40 36 21.     (N) 087 15 32.     (W)   SCALED
 LB1390* NAVD 88 ORTHO HEIGHT -   248.400 (meters)      814.96  (feet) ADJUSTED
 LB1390  ______________________________________________________________________
 LB1390  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 LB1390  DYNAMIC HEIGHT  -        248.278 (meters)      814.56  (feet) COMP
 LB1390  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 LB1390
 LB1390  VERT ORDER      -  SECOND    CLASS 0
 LB1390
 LB1390.The horizontal coordinates were scaled from a map and have
 LB1390.an estimated accuracy of +/- 6 seconds.
 LB1390
 LB1390.The orthometric height was determined by differential leveling and
 LB1390.adjusted by the NATIONAL GEODETIC SURVEY
 LB1390.in June 1991.
 LB1390
 LB1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1390.GEOID18 height accuracy estimate available here.
 LB1390
 LB1390.Click photographs - Photos may exist for this station.
 LB1390
 LB1390.The dynamic height is computed by dividing the NAVD 88
 LB1390.geopotential number by the normal gravity value computed on the
 LB1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1390.degrees latitude (g = 980.6199 gals.).
 LB1390
 LB1390.The modeled gravity was interpolated from observed gravity values.
 LB1390
 LB1390;                    North         East    Units  Estimated Accuracy
 LB1390;SPC IN W     -   594,800.      885,140.      MT  (+/- 180 meters Scaled)
 LB1390
 LB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK780950(NAD 83)
 LB1390
 LB1390                          SUPERSEDED SURVEY CONTROL
 LB1390
 LB1390  NGVD 29 (??/??/92)  248.458  (m)          815.15   (f) ADJ UNCH    2 0
 LB1390
 LB1390.Superseded values are not recommended for survey control.
 LB1390
 LB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1390.See file dsdata.pdf to determine how the superseded data were derived.
 LB1390
 LB1390_MARKER: DB = BENCH MARK DISK
 LB1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1390_SP_SET: CULVERT HEADWALL
 LB1390_STAMPING: X 122 1946
 LB1390_MARK LOGO: CGS
 LB1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1390+STABILITY: SURFACE MOTION
 LB1390
 LB1390  HISTORY     - Date     Condition        Report By
 LB1390  HISTORY     - 1946     MONUMENTED       CGS
 LB1390
 LB1390                          STATION DESCRIPTION
 LB1390
 LB1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1390'3.6 MI SE FROM FOWLER.
 LB1390'ABOUT 3.6 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM
 LB1390'THE COUNTY COURT HOUSE AT FOWLER, SET IN THE TOP OF THE EAST END
 LB1390'OF THE SOUTH CONCRETE HEADWALL OF AN 18-INCH CORRUGATED STEEL
 LB1390'PIPE CULVERT NUMBER 50, 21.5 FEET SOUTH OF THE CENTER LINE OF THE
 LB1390'HIGHWAY, 14.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE,
 LB1390'1.3 FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 1 FOOT
 LB1390'BELOW THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LB1390'X 122 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2715 ***********************************************************************
 LB2715  DESIGNATION -  X 122 RESET
 LB2715  PID         -  LB2715
 LB2715  STATE/COUNTY-  IN/BENTON
 LB2715  COUNTRY     -  US
 LB2715  USGS QUAD   -  FOWLER (2019)
 LB2715
 LB2715                         *CURRENT SURVEY CONTROL
 LB2715  ______________________________________________________________________
 LB2715* NAD 83(1986) POSITION- 40 36 21.     (N) 087 15 32.     (W)   SCALED
 LB2715* NAVD 88 ORTHO HEIGHT -   248.38  (meters)      814.9   (feet) RESET
 LB2715  ______________________________________________________________________
 LB2715  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 LB2715  VERT ORDER      -  THIRD
 LB2715
 LB2715.The horizontal coordinates were scaled from a map and have
 LB2715.an estimated accuracy of +/- 6 seconds.
 LB2715
 LB2715.The orthometric height was computed from unverified reset data.
 LB2715
 LB2715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2715.GEOID18 height accuracy estimate available here.
 LB2715
 LB2715.Click photographs - Photos may exist for this station.
 LB2715
 LB2715;                    North         East    Units  Estimated Accuracy
 LB2715;SPC IN W     -   594,800.      885,140.      MT  (+/- 180 meters Scaled)
 LB2715
 LB2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK780950(NAD 83)
 LB2715
 LB2715                          SUPERSEDED SURVEY CONTROL
 LB2715
 LB2715  NGVD 29 (08/22/16)  248.44   (m)          815.1    (f) RESET       3  
 LB2715
 LB2715.Superseded values are not recommended for survey control.
 LB2715
 LB2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2715.See file dsdata.pdf to determine how the superseded data were derived.
 LB2715
 LB2715_MARKER: DV = VERTICAL CONTROL DISK
 LB2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2715_STAMPING: X 122 RESET 1985
 LB2715_MARK LOGO: NGS
 LB2715_PROJECTION: FLUSH
 LB2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2715+STABILITY: SURFACE MOTION
 LB2715
 LB2715  HISTORY     - Date     Condition        Report By
 LB2715  HISTORY     - 1985     MONUMENTED       INHD
 LB2715
 LB2715                          STATION DESCRIPTION
 LB2715
 LB2715'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1985
 LB2715'IN FOWLER.
 LB2715'3.6 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB2715'COURTHOUSE IN FOWLER, SET IN A BENCH MARK POST, 32.5 FEET SOUTH OF
 LB2715'THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1332 ***********************************************************************
 LB1332  DESIGNATION -  X 123
 LB1332  PID         -  LB1332
 LB1332  STATE/COUNTY-  IN/BENTON
 LB1332  COUNTRY     -  US
 LB1332  USGS QUAD   -  WADENA (2019)
 LB1332
 LB1332                         *CURRENT SURVEY CONTROL
 LB1332  ______________________________________________________________________
 LB1332* NAD 83(1986) POSITION- 40 43 06.     (N) 087 16 00.     (W)   SCALED
 LB1332* NAVD 88 ORTHO HEIGHT -   239.391 (meters)      785.40  (feet) ADJUSTED
 LB1332  ______________________________________________________________________
 LB1332  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 LB1332  DYNAMIC HEIGHT  -        239.279 (meters)      785.03  (feet) COMP
 LB1332  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 LB1332
 LB1332  VERT ORDER      -  SECOND    CLASS 0
 LB1332
 LB1332.The horizontal coordinates were scaled from a map and have
 LB1332.an estimated accuracy of +/- 6 seconds.
 LB1332
 LB1332.The orthometric height was determined by differential leveling and
 LB1332.adjusted by the NATIONAL GEODETIC SURVEY
 LB1332.in June 1991.
 LB1332
 LB1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1332.GEOID18 height accuracy estimate available here.
 LB1332
 LB1332.Click photographs - Photos may exist for this station.
 LB1332
 LB1332.The dynamic height is computed by dividing the NAVD 88
 LB1332.geopotential number by the normal gravity value computed on the
 LB1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1332.degrees latitude (g = 980.6199 gals.).
 LB1332
 LB1332.The modeled gravity was interpolated from observed gravity values.
 LB1332
 LB1332;                    North         East    Units  Estimated Accuracy
 LB1332;SPC IN W     -   607,300.      884,510.      MT  (+/- 180 meters Scaled)
 LB1332
 LB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774075(NAD 83)
 LB1332
 LB1332                          SUPERSEDED SURVEY CONTROL
 LB1332
 LB1332  NGVD 29 (??/??/92)  239.453  (m)          785.61   (f) ADJ UNCH    2 0
 LB1332
 LB1332.Superseded values are not recommended for survey control.
 LB1332
 LB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1332.See file dsdata.pdf to determine how the superseded data were derived.
 LB1332
 LB1332_MARKER: DB = BENCH MARK DISK
 LB1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1332_STAMPING: X 123 1946
 LB1332_MARK LOGO: CGS
 LB1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1332+STABILITY: SURFACE MOTION
 LB1332
 LB1332  HISTORY     - Date     Condition        Report By
 LB1332  HISTORY     - 1946     MONUMENTED       CGS
 LB1332
 LB1332                          STATION DESCRIPTION
 LB1332
 LB1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1332'4.5 MI SE FROM GOODLAND.
 LB1332'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1332'STATION AT GOODLAND, THENCE 1.9 MILE SOUTH THENCE 0.5 MILE EAST
 LB1332'THENCE 1.3 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.25 MILE SOUTH
 LB1332'OF THE INTERSECTION WITH AN EAST-WEST SECTION LINE ROAD, AT THE
 LB1332'SOUTHWEST CORNER OF A GROVE OF TREES IN FRONT OF THE A. GREENBURG
 LB1332'FARM HOUSE, 79 FEET SOUTHWEST OF A 27-INCH MAPLE TREE IN THE
 LB1332'SOUTHWEST CORNER OF THE GROVE, ABOUT 125 YARDS SOUTHWEST OF THE
 LB1332'HOUSE, 13.5 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY
 LB1332'LEADING TO THE HOUSE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LB1332'1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE AND IN LINE
 LB1332'WITH A T FENCE RUNNING EAST, 2 FEET NORTH OF A WHITE WOODEN
 LB1332'WITNESS POST AND ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD
 LB1332'DISK, STAMPED X 123 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1332'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1209 ***********************************************************************
 LB1209  DESIGNATION -  X 124
 LB1209  PID         -  LB1209
 LB1209  STATE/COUNTY-  IN/JASPER
 LB1209  COUNTRY     -  US
 LB1209  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1209
 LB1209                         *CURRENT SURVEY CONTROL
 LB1209  ______________________________________________________________________
 LB1209* NAD 83(1986) POSITION- 40 44 59.     (N) 087 09 11.     (W)   SCALED
 LB1209* NAVD 88 ORTHO HEIGHT -   223.659 (meters)      733.79  (feet) ADJUSTED
 LB1209  ______________________________________________________________________
 LB1209  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB1209  DYNAMIC HEIGHT  -        223.556 (meters)      733.45  (feet) COMP
 LB1209  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 LB1209
 LB1209  VERT ORDER      -  SECOND    CLASS 0
 LB1209
 LB1209.The horizontal coordinates were scaled from a map and have
 LB1209.an estimated accuracy of +/- 6 seconds.
 LB1209
 LB1209.The orthometric height was determined by differential leveling and
 LB1209.adjusted by the NATIONAL GEODETIC SURVEY
 LB1209.in June 1991.
 LB1209
 LB1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1209.GEOID18 height accuracy estimate available here.
 LB1209
 LB1209.Click photographs - Photos may exist for this station.
 LB1209
 LB1209.The dynamic height is computed by dividing the NAVD 88
 LB1209.geopotential number by the normal gravity value computed on the
 LB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1209.degrees latitude (g = 980.6199 gals.).
 LB1209
 LB1209.The modeled gravity was interpolated from observed gravity values.
 LB1209
 LB1209;                    North         East    Units  Estimated Accuracy
 LB1209;SPC IN W     -   610,770.      894,110.      MT  (+/- 180 meters Scaled)
 LB1209
 LB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870109(NAD 83)
 LB1209
 LB1209                          SUPERSEDED SURVEY CONTROL
 LB1209
 LB1209  NGVD 29 (??/??/92)  223.73   (m)          734.0    (f) COMPUTED    2 0
 LB1209
 LB1209.Superseded values are not recommended for survey control.
 LB1209
 LB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1209.See file dsdata.pdf to determine how the superseded data were derived.
 LB1209
 LB1209_MARKER: DB = BENCH MARK DISK
 LB1209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1209_SP_SET: CULVERT HEADWALL
 LB1209_STAMPING: X 124 1946
 LB1209_MARK LOGO: CGS
 LB1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1209+STABILITY: SURFACE MOTION
 LB1209
 LB1209  HISTORY     - Date     Condition        Report By
 LB1209  HISTORY     - 1946     MONUMENTED       CGS
 LB1209  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1209  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1209
 LB1209                          STATION DESCRIPTION
 LB1209
 LB1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1209'1 MI S FROM REMINGTON.
 LB1209'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1209'STATION AT REMINGTON, THENCE 0.8 MILE SOUTH ALONG A PAVED ROAD,
 LB1209'ABOUT 0.15 MILE SOUTH OF A WHITE FARM HOUSE ON THE WEST SIDE OF
 LB1209'THE ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 LB1209'HEADWALL OF A 36-INCH STEEL PIPE CULVERT, 10 FEET WEST OF THE
 LB1209'CENTER LINE OF THE ROAD, 14.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 LB1209'FENCE LINE, 2 FEET SOUTH OF THE NORTH END OF THE HEADWALL, AND
 LB1209'1 1/2 FOOT ABOVE ROAD LEVEL.
 LB1209
 LB1209                          STATION RECOVERY (2007)
 LB1209
 LB1209'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1209'CULVERT REPLACED
 LB1209
 LB1209                          STATION RECOVERY (2008)
 LB1209
 LB1209'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1209'CULVERT HAS BEEN REPLACED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1210 ***********************************************************************
 LB1210  DESIGNATION -  X 124 RESET
 LB1210  PID         -  LB1210
 LB1210  STATE/COUNTY-  IN/JASPER
 LB1210  COUNTRY     -  US
 LB1210  USGS QUAD   -  MOUNT GILBOA (2019)
 LB1210
 LB1210                         *CURRENT SURVEY CONTROL
 LB1210  ______________________________________________________________________
 LB1210* NAD 83(1986) POSITION- 40 44 59.     (N) 087 09 11.     (W)   SCALED
 LB1210* NAVD 88 ORTHO HEIGHT -   222.46  (meters)      729.9   (feet) RESET
 LB1210  ______________________________________________________________________
 LB1210  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 LB1210  VERT ORDER      -  THIRD
 LB1210
 LB1210.The horizontal coordinates were scaled from a map and have
 LB1210.an estimated accuracy of +/- 6 seconds.
 LB1210
 LB1210.The orthometric height was computed from unverified reset data.
 LB1210
 LB1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1210.GEOID18 height accuracy estimate available here.
 LB1210
 LB1210.Click photographs - Photos may exist for this station.
 LB1210
 LB1210;                    North         East    Units  Estimated Accuracy
 LB1210;SPC IN W     -   610,770.      894,110.      MT  (+/- 180 meters Scaled)
 LB1210
 LB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870109(NAD 83)
 LB1210
 LB1210                          SUPERSEDED SURVEY CONTROL
 LB1210
 LB1210  NGVD 29 (??/??/??)  222.54   (m)          730.1    (f) RESET       3  
 LB1210
 LB1210.Superseded values are not recommended for survey control.
 LB1210
 LB1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1210.See file dsdata.pdf to determine how the superseded data were derived.
 LB1210
 LB1210_MARKER: DB = BENCH MARK DISK
 LB1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1210_STAMPING: X 124 RESET 1958
 LB1210_MARK LOGO: CGS
 LB1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1210+STABILITY: SURFACE MOTION
 LB1210
 LB1210  HISTORY     - Date     Condition        Report By
 LB1210  HISTORY     - 1958     MONUMENTED       OR-029
 LB1210  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1210
 LB1210                          STATION DESCRIPTION
 LB1210
 LB1210'DESCRIBED BY JACKSON COUNTY OREGON 1958
 LB1210'1 MI SW FROM REMINGTON.
 LB1210'0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1210'AT REMINGTON, THENCE 0.8 MILE SOUTH ALONG A PAVED ROAD, 0.15
 LB1210'MILE SOUTH OF A WHITE FARM HOUSE ON THE WEST SIDE OF THE ROAD,
 LB1210'SET IN THE NORTH END OF THE WEST CONCRETE HEADWALL OF A STEEL
 LB1210'PIPE CULVERT, 10 FEET WEST OF THE CENTER LINE OF THE ROAD, 14.5
 LB1210'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  NOTE-- AS ABOVE
 LB1210'EXCEPT THAT NEW MARK IS 10 FEET NORTH AND 15 FEET WEST OF
 LB1210'ORIGINAL MARK LOCATION.  RESET MARK IS SET IN 6-INCH SQUARE
 LB1210'CONCRETE POST, 4 1/2 FEET IN GROUND AND 10 INCHES ABOVE GROUND
 LB1210'AND IN THE WEST RIGHT-OF-WAY FENCE OF COUNTY ROAD.
 LB1210
 LB1210                          STATION RECOVERY (2012)
 LB1210
 LB1210'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1164 ***********************************************************************
 LB1164  DESIGNATION -  X 125
 LB1164  PID         -  LB1164
 LB1164  STATE/COUNTY-  IN/WHITE
 LB1164  COUNTRY     -  US
 LB1164  USGS QUAD   -  BROOKSTON (2019)
 LB1164
 LB1164                         *CURRENT SURVEY CONTROL
 LB1164  ______________________________________________________________________
 LB1164* NAD 83(1986) POSITION- 40 34 08.     (N) 086 51 28.     (W)   SCALED
 LB1164* NAVD 88 ORTHO HEIGHT -   208.176 (meters)      682.99  (feet) ADJUSTED
 LB1164  ______________________________________________________________________
 LB1164  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 LB1164  DYNAMIC HEIGHT  -        208.076 (meters)      682.66  (feet) COMP
 LB1164  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 LB1164
 LB1164  VERT ORDER      -  SECOND    CLASS 0
 LB1164
 LB1164.The horizontal coordinates were scaled from a map and have
 LB1164.an estimated accuracy of +/- 6 seconds.
 LB1164
 LB1164.The orthometric height was determined by differential leveling and
 LB1164.adjusted by the NATIONAL GEODETIC SURVEY
 LB1164.in June 1991.
 LB1164
 LB1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1164.GEOID18 height accuracy estimate available here.
 LB1164
 LB1164.Click photographs - Photos may exist for this station.
 LB1164
 LB1164.The dynamic height is computed by dividing the NAVD 88
 LB1164.geopotential number by the normal gravity value computed on the
 LB1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1164.degrees latitude (g = 980.6199 gals.).
 LB1164
 LB1164.The modeled gravity was interpolated from observed gravity values.
 LB1164
 LB1164;                    North         East    Units  Estimated Accuracy
 LB1164;SPC IN W     -   590,710.      919,100.      MT  (+/- 180 meters Scaled)
 LB1164
 LB1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK120909(NAD 83)
 LB1164
 LB1164                          SUPERSEDED SURVEY CONTROL
 LB1164
 LB1164  NGVD 29 (??/??/92)  208.271  (m)          683.30   (f) ADJ UNCH    2 0
 LB1164
 LB1164.Superseded values are not recommended for survey control.
 LB1164
 LB1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1164.See file dsdata.pdf to determine how the superseded data were derived.
 LB1164
 LB1164_MARKER: DB = BENCH MARK DISK
 LB1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1164_STAMPING: X 125 1946
 LB1164_MARK LOGO: CGS
 LB1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1164+STABILITY: SURFACE MOTION
 LB1164
 LB1164  HISTORY     - Date     Condition        Report By
 LB1164  HISTORY     - 1946     MONUMENTED       CGS
 LB1164  HISTORY     - 20090327 MARK NOT FOUND   INDOT
 LB1164
 LB1164                          STATION DESCRIPTION
 LB1164
 LB1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1164'2.3 MI S FROM BROOKSTON.
 LB1164'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY 2.3 MILES
 LB1164'SOUTH OF THE STATION AT BROOKSTON, 0.5 MILE SOUTH OF MILEPOST
 LB1164'NUMBER 108, SET IN THE SOUTHEAST QUARTER OF THE CROSSING OF AN
 LB1164'EAST-WEST GRAVEL ROAD, 23 FEET EAST OF THE EAST RAIL OF THE TRACK,
 LB1164'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET NORTH OF
 LB1164'THE FIRST POLE SOUTH OF THE CROSSING AND ABOUT 6 FEET EAST OF THE
 LB1164'LINE OF POLES, 2 FEET WEST OF A CORNER FENCE POST AND ABOUT 3
 LB1164'FEET BELOW THE LEVEL OF THE CROSSING.  A STANDARD DISK, STAMPED
 LB1164'X 125 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB1164'INCHES ABOVE GROUND.
 LB1164
 LB1164                          STATION RECOVERY (2009)
 LB1164
 LB1164'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB1164'MARK NOT FOUND (POSSIBLY COVERED BY GRAVEL)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1070 ***********************************************************************
 LB1070  DESIGNATION -  X 126
 LB1070  PID         -  LB1070
 LB1070  STATE/COUNTY-  IN/CASS
 LB1070  COUNTRY     -  US
 LB1070  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1070
 LB1070                         *CURRENT SURVEY CONTROL
 LB1070  ______________________________________________________________________
 LB1070* NAD 83(1986) POSITION- 40 52 02.     (N) 086 31 22.     (W)   SCALED
 LB1070* NAVD 88 ORTHO HEIGHT -   220.295 (meters)      722.75  (feet) ADJUSTED
 LB1070  ______________________________________________________________________
 LB1070  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 LB1070  DYNAMIC HEIGHT  -        220.196 (meters)      722.43  (feet) COMP
 LB1070  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 LB1070
 LB1070  VERT ORDER      -  SECOND    CLASS 0
 LB1070
 LB1070.The horizontal coordinates were scaled from a map and have
 LB1070.an estimated accuracy of +/- 6 seconds.
 LB1070
 LB1070.The orthometric height was determined by differential leveling and
 LB1070.adjusted by the NATIONAL GEODETIC SURVEY
 LB1070.in June 1991.
 LB1070
 LB1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1070.GEOID18 height accuracy estimate available here.
 LB1070
 LB1070.Click photographs - Photos may exist for this station.
 LB1070
 LB1070.The dynamic height is computed by dividing the NAVD 88
 LB1070.geopotential number by the normal gravity value computed on the
 LB1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1070.degrees latitude (g = 980.6199 gals.).
 LB1070
 LB1070.The modeled gravity was interpolated from observed gravity values.
 LB1070
 LB1070;                    North         East    Units  Estimated Accuracy
 LB1070;SPC IN E     -   624,170.       27,830.      MT  (+/- 180 meters Scaled)
 LB1070
 LB1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL402241(NAD 83)
 LB1070
 LB1070                          SUPERSEDED SURVEY CONTROL
 LB1070
 LB1070  NGVD 29 (??/??/92)  220.406  (m)          723.12   (f) ADJ UNCH    2 0
 LB1070
 LB1070.Superseded values are not recommended for survey control.
 LB1070
 LB1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1070.See file dsdata.pdf to determine how the superseded data were derived.
 LB1070
 LB1070_MARKER: DB = BENCH MARK DISK
 LB1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1070_STAMPING: X 126 1946
 LB1070_MARK LOGO: CGS
 LB1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1070+STABILITY: SURFACE MOTION
 LB1070
 LB1070  HISTORY     - Date     Condition        Report By
 LB1070  HISTORY     - 1946     MONUMENTED       CGS
 LB1070
 LB1070                          STATION DESCRIPTION
 LB1070
 LB1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1070'1.2 MI W FROM ROYAL CENTER.
 LB1070'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1070'BUILDING AT ROYAL CENTER, AT A FARM ENTRANCE ROAD LEADING NORTH
 LB1070'THROUGH A BRICK GATEWAY, 43 FEET NORTH OF THE CENTER LINE OF THE
 LB1070'HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE FARM ENTRANCE
 LB1070'ROAD, 18.5 FEET NORTH OF A LONE 4-FOOT ELM TREE ON THE NORTH
 LB1070'RIGHT-OF-WAY, 31 FEET NORTHWEST OF A 16-INCH HICKORY TREE, 1 FOOT
 LB1070'SOUTH OF A FENCE LINE, 9 FEET WEST OF A TELEPHONE POLE, ABOUT
 LB1070'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LB1070'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1127 ***********************************************************************
 LB1127  DESIGNATION -  X 127
 LB1127  PID         -  LB1127
 LB1127  STATE/COUNTY-  IN/WHITE
 LB1127  COUNTRY     -  US
 LB1127  USGS QUAD   -  BUFFALO (2019)
 LB1127
 LB1127                         *CURRENT SURVEY CONTROL
 LB1127  ______________________________________________________________________
 LB1127* NAD 83(1986) POSITION- 40 52 53.     (N) 086 44 49.     (W)   SCALED
 LB1127* NAVD 88 ORTHO HEIGHT -   204.800 (meters)      671.91  (feet) ADJUSTED
 LB1127  ______________________________________________________________________
 LB1127  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 LB1127  DYNAMIC HEIGHT  -        204.709 (meters)      671.62  (feet) COMP
 LB1127  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 LB1127
 LB1127  VERT ORDER      -  SECOND    CLASS 0
 LB1127
 LB1127.The horizontal coordinates were scaled from a map and have
 LB1127.an estimated accuracy of +/- 6 seconds.
 LB1127
 LB1127.The orthometric height was determined by differential leveling and
 LB1127.adjusted by the NATIONAL GEODETIC SURVEY
 LB1127.in June 1991.
 LB1127
 LB1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1127.GEOID18 height accuracy estimate available here.
 LB1127
 LB1127.Click photographs - Photos may exist for this station.
 LB1127
 LB1127.The dynamic height is computed by dividing the NAVD 88
 LB1127.geopotential number by the normal gravity value computed on the
 LB1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1127.degrees latitude (g = 980.6199 gals.).
 LB1127
 LB1127.The modeled gravity was interpolated from observed gravity values.
 LB1127
 LB1127;                    North         East    Units  Estimated Accuracy
 LB1127;SPC IN W     -   625,440.      928,350.      MT  (+/- 180 meters Scaled)
 LB1127
 LB1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL213256(NAD 83)
 LB1127
 LB1127                          SUPERSEDED SURVEY CONTROL
 LB1127
 LB1127  NGVD 29 (??/??/92)  204.918  (m)          672.30   (f) ADJ UNCH    2 0
 LB1127
 LB1127.Superseded values are not recommended for survey control.
 LB1127
 LB1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1127.See file dsdata.pdf to determine how the superseded data were derived.
 LB1127
 LB1127_MARKER: DB = BENCH MARK DISK
 LB1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1127_SP_SET: BUILDING
 LB1127_STAMPING: X 127 1946
 LB1127_MARK LOGO: CGS
 LB1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1127
 LB1127  HISTORY     - Date     Condition        Report By
 LB1127  HISTORY     - 1946     MONUMENTED       CGS
 LB1127  HISTORY     - 1981     GOOD             INDNR
 LB1127
 LB1127                          STATION DESCRIPTION
 LB1127
 LB1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1127'AT BUFFALO.
 LB1127'AT BUFFALO, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 LB1127'CORNER OF LIBERTY TOWNSHIP SCHOOL BUILDING, 1.5 FEET SOUTH OF
 LB1127'THE CORNER AND 0.6 FOOT ABOVE THE GROUND.
 LB1127
 LB1127                          STATION RECOVERY (1981)
 LB1127
 LB1127'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 LB1127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0140 ***********************************************************************
 LB0140  DESIGNATION -  X 128
 LB0140  PID         -  LB0140
 LB0140  STATE/COUNTY-  IN/CASS
 LB0140  COUNTRY     -  US
 LB0140  USGS QUAD   -  LUCERNE (2019)
 LB0140
 LB0140                         *CURRENT SURVEY CONTROL
 LB0140  ______________________________________________________________________
 LB0140* NAD 83(1986) POSITION- 40 51 20.     (N) 086 29 22.     (W)   SCALED
 LB0140* NAVD 88 ORTHO HEIGHT -   226.184 (meters)      742.07  (feet) ADJUSTED
 LB0140  ______________________________________________________________________
 LB0140  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 LB0140  DYNAMIC HEIGHT  -        226.081 (meters)      741.73  (feet) COMP
 LB0140  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 LB0140
 LB0140  VERT ORDER      -  SECOND    CLASS 0
 LB0140
 LB0140.The horizontal coordinates were scaled from a map and have
 LB0140.an estimated accuracy of +/- 6 seconds.
 LB0140
 LB0140.The orthometric height was determined by differential leveling and
 LB0140.adjusted by the NATIONAL GEODETIC SURVEY
 LB0140.in June 1991.
 LB0140
 LB0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0140.GEOID18 height accuracy estimate available here.
 LB0140
 LB0140.Click photographs - Photos may exist for this station.
 LB0140
 LB0140.The dynamic height is computed by dividing the NAVD 88
 LB0140.geopotential number by the normal gravity value computed on the
 LB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0140.degrees latitude (g = 980.6199 gals.).
 LB0140
 LB0140.The modeled gravity was interpolated from observed gravity values.
 LB0140
 LB0140;                    North         East    Units  Estimated Accuracy
 LB0140;SPC IN E     -   622,840.       30,630.      MT  (+/- 180 meters Scaled)
 LB0140
 LB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL430228(NAD 83)
 LB0140
 LB0140                          SUPERSEDED SURVEY CONTROL
 LB0140
 LB0140  NGVD 29 (??/??/92)  226.295  (m)          742.44   (f) ADJ UNCH    2 0
 LB0140
 LB0140.Superseded values are not recommended for survey control.
 LB0140
 LB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0140.See file dsdata.pdf to determine how the superseded data were derived.
 LB0140
 LB0140_MARKER: DB = BENCH MARK DISK
 LB0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0140_SP_SET: CULVERT HEADWALL
 LB0140_STAMPING: X 128 1946
 LB0140_MARK LOGO: CGS
 LB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0140+STABILITY: SURFACE MOTION
 LB0140
 LB0140  HISTORY     - Date     Condition        Report By
 LB0140  HISTORY     - 1946     MONUMENTED       CGS
 LB0140
 LB0140                          STATION DESCRIPTION
 LB0140
 LB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0140'1 MI SE FROM ROYAL CENTER.
 LB0140'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB0140'BUILDING AT ROYAL CENTER, 0.15 MILE NORTHWEST OF THE INTERSECTION
 LB0140'WITH A NORTH-SOUTH GRAVEL ROAD, IN THE SOUTHEAST END OF THE SOUTHWEST
 LB0140'CONCRETE HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT, 21
 LB0140'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 LB0140'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT LEVEL
 LB0140'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1154 ***********************************************************************
 LB1154  DESIGNATION -  X 129
 LB1154  PID         -  LB1154
 LB1154  STATE/COUNTY-  IN/PULASKI
 LB1154  COUNTRY     -  US
 LB1154  USGS QUAD   -  STAR CITY (2019)
 LB1154
 LB1154                         *CURRENT SURVEY CONTROL
 LB1154  ______________________________________________________________________
 LB1154* NAD 83(1986) POSITION- 40 58 10.     (N) 086 36 27.     (W)   SCALED
 LB1154* NAVD 88 ORTHO HEIGHT -   213.322 (meters)      699.87  (feet) ADJUSTED
 LB1154  ______________________________________________________________________
 LB1154  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 LB1154  DYNAMIC HEIGHT  -        213.229 (meters)      699.57  (feet) COMP
 LB1154  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 LB1154
 LB1154  VERT ORDER      -  SECOND    CLASS 0
 LB1154
 LB1154.The horizontal coordinates were scaled from a map and have
 LB1154.an estimated accuracy of +/- 6 seconds.
 LB1154
 LB1154.The orthometric height was determined by differential leveling and
 LB1154.adjusted by the NATIONAL GEODETIC SURVEY
 LB1154.in June 1991.
 LB1154
 LB1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1154.GEOID18 height accuracy estimate available here.
 LB1154
 LB1154.Click photographs - Photos may exist for this station.
 LB1154
 LB1154.The dynamic height is computed by dividing the NAVD 88
 LB1154.geopotential number by the normal gravity value computed on the
 LB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1154.degrees latitude (g = 980.6199 gals.).
 LB1154
 LB1154.The modeled gravity was interpolated from observed gravity values.
 LB1154
 LB1154;                    North         East    Units  Estimated Accuracy
 LB1154;SPC IN W     -   635,270.      940,050.      MT  (+/- 180 meters Scaled)
 LB1154
 LB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL330354(NAD 83)
 LB1154
 LB1154                          SUPERSEDED SURVEY CONTROL
 LB1154
 LB1154  NGVD 29 (??/??/92)  213.430  (m)          700.23   (f) ADJ UNCH    2 0
 LB1154
 LB1154.Superseded values are not recommended for survey control.
 LB1154
 LB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1154.See file dsdata.pdf to determine how the superseded data were derived.
 LB1154
 LB1154_MARKER: DB = BENCH MARK DISK
 LB1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1154_STAMPING: X 129 1946
 LB1154_MARK LOGO: CGS
 LB1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1154+STABILITY: SURFACE MOTION
 LB1154
 LB1154  HISTORY     - Date     Condition        Report By
 LB1154  HISTORY     - 1946     MONUMENTED       CGS
 LB1154
 LB1154                          STATION DESCRIPTION
 LB1154
 LB1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1154'2.6 MI E FROM PULASKI.
 LB1154'ABOUT 2.65 MILES EAST ALONG A PAVED ROAD FROM ST. JOSEPH CHURCH
 LB1154'AT PULASKI, ABOUT 0.35 MILE EAST OF THE OVER HEAD CROSSING OF
 LB1154'A HIGH TENSION POWER LINE, ABOUT 0.3 MILE WEST OF A GRAVEL ROAD
 LB1154'LEADING SOUTH AND A PAVED ROAD LEADING NORTH FROM THE MAIN ROAD,
 LB1154'ABOUT 375 FEET WEST OF THE WEST END OF A 10-FOOT BRIDGE, 20 FEET
 LB1154'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A POWER
 LB1154'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 LB1154'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LB1154'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  THIS MARK IS
 LB1154'ABOUT 2.9 MILE WEST ALONG THE PULASKI-STAR CITY ROAD FROM THE
 LB1154'PENNSYLVANIA RAILROAD STATION AT STAR CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0010 ***********************************************************************
 KA0010  DESIGNATION -  X 13
 KA0010  PID         -  KA0010
 KA0010  STATE/COUNTY-  IN/MORGAN
 KA0010  COUNTRY     -  US
 KA0010  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0010
 KA0010                         *CURRENT SURVEY CONTROL
 KA0010  ______________________________________________________________________
 KA0010* NAD 83(1986) POSITION- 39 33 58.52   (N) 086 15 10.90   (W)   HD_HELD1
 KA0010* NAVD 88 ORTHO HEIGHT -   209.074 (meters)      685.94  (feet) ADJUSTED
 KA0010  ______________________________________________________________________
 KA0010  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 KA0010  DYNAMIC HEIGHT  -        208.961 (meters)      685.57  (feet) COMP
 KA0010  MODELED GRAVITY -    980,082.0   (mgal)                       NAVD 88
 KA0010
 KA0010  VERT ORDER      -  FIRST     CLASS II
 KA0010
 KA0010.The horizontal coordinates were determined by differentially corrected
 KA0010.hand held GPS observations or other comparable positioning techniques
 KA0010.and have an estimated accuracy of +/- 3 meters.
 KA0010
 KA0010.The orthometric height was determined by differential leveling and
 KA0010.adjusted by the NATIONAL GEODETIC SURVEY
 KA0010.in June 1991.
 KA0010
 KA0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0010.GEOID18 height accuracy estimate available here.
 KA0010
 KA0010.Click photographs - Photos may exist for this station.
 KA0010
 KA0010.The dynamic height is computed by dividing the NAVD 88
 KA0010.geopotential number by the normal gravity value computed on the
 KA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0010.degrees latitude (g = 980.6199 gals.).
 KA0010
 KA0010.The modeled gravity was interpolated from observed gravity values.
 KA0010
 KA0010;                    North         East    Units  Estimated Accuracy
 KA0010;SPC IN W     -   479,689.7     971,347.7     MT  (+/- 3 meters HH1 GPS) 
 KA0010
 KA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6416379884(NAD 83)
 KA0010
 KA0010                          SUPERSEDED SURVEY CONTROL
 KA0010
 KA0010  NGVD 29 (??/??/92)  209.206  (m)          686.37   (f) ADJ UNCH    1 2
 KA0010
 KA0010.Superseded values are not recommended for survey control.
 KA0010
 KA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0010.See file dsdata.pdf to determine how the superseded data were derived.
 KA0010
 KA0010_MARKER: DB = BENCH MARK DISK
 KA0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0010_STAMPING: 686.370 X 13 1930
 KA0010_MARK LOGO: CGS
 KA0010_PROJECTION: PROJECTING 15 CENTIMETERS
 KA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0010+STABILITY: SURFACE MOTION
 KA0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0010+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2017
 KA0010
 KA0010  HISTORY     - Date     Condition        Report By
 KA0010  HISTORY     - 1930     MONUMENTED       CGS
 KA0010  HISTORY     - 1946     GOOD             CGS
 KA0010  HISTORY     - 1985     GOOD             INDNR
 KA0010  HISTORY     - 20110706 GOOD             INDIV
 KA0010  HISTORY     - 20170213 GOOD             INDOT
 KA0010  HISTORY     - 20230811 MARK NOT FOUND   PICI
 KA0010
 KA0010                          STATION DESCRIPTION
 KA0010
 KA0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0010'1.2 MI N FROM WAVERLY.
 KA0010'IN JOHNSON COUNTY, 1.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM
 KA0010'THE INTERSECTION OF STATE HIGHWAY 144 AT WAVERLY, MORGAN COUNTY,
 KA0010'125 YARDS NORTH OF THE MORGAN-JOHNSON COUNTY LINE, 26 FEET WEST
 KA0010'OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH THE WEST
 KA0010'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0010'POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KA0010'STAMPED 686.370 X 13 1930 AND SET IN THE TOP OF A CONCRETE POST
 KA0010'PROJECTING 7 INCHES ABOVE GROUND.
 KA0010
 KA0010                          STATION RECOVERY (1985)
 KA0010
 KA0010'RECOVERY NOTE BY IN DEPT OF NAT RES 1985
 KA0010'NEW DESC- AST THE INTERSECTION OF NEW STATE ROAD 144 AND OLD STATE
 KA0010'ROAD 37, IN THE SOUTHWEST QUARTER OF THE INTERSECTION, WITNESS POST
 KA0010'IS GONE RIGHT-OF-WAY FENCE IS GONE, ALL OTHER INFORMATION APPEARS TO
 KA0010'BE CORRECT.
 KA0010
 KA0010                          STATION RECOVERY (2011)
 KA0010
 KA0010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0010'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0010
 KA0010                          STATION RECOVERY (2017)
 KA0010
 KA0010'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (RAN)
 KA0010'RECOVERED AS DESCRIBED.
 KA0010
 KA0010                          STATION RECOVERY (2023)
 KA0010
 KA0010'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (JM)
 KA0010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ9543 ***********************************************************************
 DQ9543  DESIGNATION -  X 13 RESET
 DQ9543  PID         -  DQ9543
 DQ9543  STATE/COUNTY-  IN/JOHNSON
 DQ9543  COUNTRY     -  US
 DQ9543  USGS QUAD   -  BARGERSVILLE (2019)
 DQ9543
 DQ9543                         *CURRENT SURVEY CONTROL
 DQ9543  ______________________________________________________________________
 DQ9543* NAD 83(2011) POSITION- 39 33 56.96588(N) 086 14 52.72328(W)   ADJUSTED
 DQ9543* NAD 83(2011) ELLIP HT-   174.058 (meters)        (11/08/18)   ADJUSTED
 DQ9543* NAD 83(2011) EPOCH   -  2010.00
 DQ9543* NAVD 88 ORTHO HEIGHT -   207.07  (meters)      679.4   (feet) RESET
 DQ9543  ______________________________________________________________________
 DQ9543  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 DQ9543  NAD 83(2011) X  -    322,197.950 (meters)                     COMP
 DQ9543  NAD 83(2011) Y  - -4,913,134.930 (meters)                     COMP
 DQ9543  NAD 83(2011) Z  -  4,041,050.855 (meters)                     COMP
 DQ9543  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DQ9543  VERT ORDER      -  THIRD
 DQ9543
 DQ9543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9543  Standards:
 DQ9543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9543  -------------------------------------------------------------------
 DQ9543  NETWORK    0.25   0.61           0.11   0.09   0.31      0.05811419
 DQ9543  -------------------------------------------------------------------
 DQ9543  Click here for local accuracies and other accuracy information.
 DQ9543
 DQ9543.The horizontal coordinates were established by GPS observations
 DQ9543.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in November 2018.
 DQ9543
 DQ9543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9543.been affixed to the stable North American tectonic plate. See 
 DQ9543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9543
 DQ9543.The horizontal coordinates are valid at the epoch date displayed above
 DQ9543.which is a decimal equivalence of Year/Month/Day.
 DQ9543
 DQ9543.The orthometric height was computed from unverified reset data.
 DQ9543
 DQ9543.No vertical observational check was made to the station.
 DQ9543
 DQ9543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9543.GEOID18 height accuracy estimate available here.
 DQ9543
 DQ9543.Click photographs - Photos may exist for this station.
 DQ9543
 DQ9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9543
 DQ9543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ9543
 DQ9543.The ellipsoidal height was determined by GPS observations
 DQ9543.and is referenced to NAD 83.
 DQ9543
 DQ9543. The following values were computed from the NAD 83(2011) position.
 DQ9543
 DQ9543;                    North         East     Units Scale Factor Converg.
 DQ9543;SPC IN E     -   479,473.875    50,048.063   MT  0.99999738   -0 22 13.0
 DQ9543;SPC IN E     - 1,573,073.87    164,199.35   sFT  0.99999738   -0 22 13.0
 DQ9543;UTM  16      - 4,379,839.758   564,597.373   MT  0.99965137   +0 28 44.5
 DQ9543
 DQ9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9543!SPC IN E     -   0.99997269  x   0.99999738  =   0.99997007
 DQ9543!UTM  16      -   0.99997269  x   0.99965137  =   0.99962407
 DQ9543
 DQ9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6459779839(NAD 83)
 DQ9543
 DQ9543                          SUPERSEDED SURVEY CONTROL
 DQ9543
 DQ9543  NAVD 88 (11/08/18)  207.0    (m)  GEOID12B model used  GPS OBS        
 DQ9543
 DQ9543.Superseded values are not recommended for survey control.
 DQ9543
 DQ9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9543.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9543
 DQ9543_MARKER: F = FLANGE-ENCASED ROD
 DQ9543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9543_STAMPING: X 13 RESET 2017
 DQ9543_MARK LOGO: NONE
 DQ9543_PROJECTION: RECESSED 8 CENTIMETERS
 DQ9543_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ9543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9543+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2017
 DQ9543_ROD/PIPE-DEPTH: 8.4 meters
 DQ9543_SLEEVE-DEPTH  : 0.9 meters
 DQ9543
 DQ9543  HISTORY     - Date     Condition        Report By
 DQ9543  HISTORY     - 20170530 MONUMENTED       INDOT
 DQ9543
 DQ9543                          STATION DESCRIPTION
 DQ9543
 DQ9543'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (CHS)
 DQ9543'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-SOUTHWEST OF
 DQ9543'GREENWOOD, 7.5 MI (12.1 KM) EAST-SOUTHEAST OF MOORESVILLE, 5.3 MI (8.5
 DQ9543'KM) NORTHWEST OF BARGERSVILLE AND 1.4 MI (2.3 KM) NORTHEAST OF
 DQ9543'WAVERLY.
 DQ9543'
 DQ9543'TO REACH FROM THE INTERSECTION OF STATE ROAD 144 AND STATE ROAD 37,
 DQ9543'TRAVEL 290 FT (88.4 M) WEST-NORTHWEST ON STATE ROAD 144 TO THE
 DQ9543'MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD.
 DQ9543'
 DQ9543'THE STATION IS FLUSH WITH THE GROUND AND APPROXIMATELY 4 FT (1.2 M)
 DQ9543'LOWER THAN THE LEVEL OF THE ROAD, 44.8 FT (13.7 M) NORTH-NORTHEAST OF
 DQ9543'THE NORTH EDGE OF THE NORTH SHOULDER OF STATE ROAD 144, 134.8 FT (41.1
 DQ9543'M) EAST-SOUTHEAST OF TELEPHONE POLE NUMBER A2929934, 88 FT (26.8 M)
 DQ9543'SOUTH-SOUTHEAST OF POWER POLE NUMBER 05C4028, 107.7 FT (32.8 M)
 DQ9543'SOUTHEAST OF AN ALUMINUM BP GAS STATION SIGN POST, 54 FT (16.5 M)
 DQ9543'WEST-NORTHWEST OF A TELEPHONE POLE (NO NUMBER).
 DQ9543'
 DQ9543'NOTES- (1) ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO
 DQ9543'CAP.  (2) X 13 IS NOT SCHEDULED TO BE REMOVED.  X 13 RESET WAS
 DQ9543'ESTABLISHED TO FACILITATE CLEAR SKY GPS OBSERVATIONS.
 DQ9543'
 DQ9543'OWNERSHIP--ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0726 ***********************************************************************
 ME0726  DESIGNATION -  X 130
 ME0726  PID         -  ME0726
 ME0726  STATE/COUNTY-  IN/PULASKI
 ME0726  COUNTRY     -  US
 ME0726  USGS QUAD   -  WINAMAC (2019)
 ME0726
 ME0726                         *CURRENT SURVEY CONTROL
 ME0726  ______________________________________________________________________
 ME0726* NAD 83(1986) POSITION- 41 03 03.61   (N) 086 36 11.94   (W)   HD_HELD1
 ME0726* NAVD 88 ORTHO HEIGHT -   216.403 (meters)      709.98  (feet) ADJUSTED
 ME0726  ______________________________________________________________________
 ME0726  GEOID HEIGHT    -        -33.690 (meters)                     GEOID18
 ME0726  DYNAMIC HEIGHT  -        216.310 (meters)      709.68  (feet) COMP
 ME0726  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 ME0726
 ME0726  VERT ORDER      -  SECOND    CLASS 0
 ME0726
 ME0726.The horizontal coordinates were determined by differentially corrected
 ME0726.hand held GPS observations or other comparable positioning techniques
 ME0726.and have an estimated accuracy of +/- 3 meters.
 ME0726
 ME0726.The orthometric height was determined by differential leveling and
 ME0726.adjusted by the NATIONAL GEODETIC SURVEY
 ME0726.in June 1991.
 ME0726
 ME0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0726.GEOID18 height accuracy estimate available here.
 ME0726
 ME0726.Click photographs - Photos may exist for this station.
 ME0726
 ME0726.The dynamic height is computed by dividing the NAVD 88
 ME0726.geopotential number by the normal gravity value computed on the
 ME0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0726.degrees latitude (g = 980.6199 gals.).
 ME0726
 ME0726.The modeled gravity was interpolated from observed gravity values.
 ME0726
 ME0726;                    North         East    Units  Estimated Accuracy
 ME0726;SPC IN W     -   644,333.1     940,353.9     MT  (+/- 3 meters HH1 GPS) 
 ME0726
 ME0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3333544494(NAD 83)
 ME0726
 ME0726                          SUPERSEDED SURVEY CONTROL
 ME0726
 ME0726  NGVD 29 (??/??/92)  216.519  (m)          710.36   (f) ADJ UNCH    2 0
 ME0726
 ME0726.Superseded values are not recommended for survey control.
 ME0726
 ME0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0726.See file dsdata.pdf to determine how the superseded data were derived.
 ME0726
 ME0726_MARKER: DB = BENCH MARK DISK
 ME0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0726_SP_SET: STAIRWAY
 ME0726_STAMPING: X 130 1946
 ME0726_MARK LOGO: CGS
 ME0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0726+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 ME0726
 ME0726  HISTORY     - Date     Condition        Report By
 ME0726  HISTORY     - 1946     MONUMENTED       CGS
 ME0726  HISTORY     - 1981     GOOD             INDNR
 ME0726  HISTORY     - 1988     GOOD             USPSQD
 ME0726  HISTORY     - 20120516 GOOD             INDNR
 ME0726
 ME0726                          STATION DESCRIPTION
 ME0726
 ME0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0726'AT WINAMAC.
 ME0726'AT WINAMAC, ON THE EAST SIDE OF THE NORTH ENTRANCE TO THE
 ME0726'PULASKI COUNTY COURTHOUSE, SET IN THE TOP OF THE WEST END OF A
 ME0726'STONE RETAINING WALL OF THE NORTH SIDE OF THE EAST STAIRWAY TO
 ME0726'THE BASEMENT ENTRANCE, 16 FEET WEST OF THE TOP STEP OF THE
 ME0726'BASEMENT ENTRANCE STAIRWAY, 10 FEET SOUTH OF THE SOUTH EDGE OF A
 ME0726'CONCRETE SIDEWALK, 0.7 FOOT EAST OF THE WEST END OF THE
 ME0726'RETAINING WALL AND ABOUT 0.5 FOOT ABOVE THE GROUND.
 ME0726
 ME0726                          STATION RECOVERY (1981)
 ME0726
 ME0726'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME0726'RECOVERED IN GOOD CONDITION.
 ME0726
 ME0726                          STATION RECOVERY (1988)
 ME0726
 ME0726'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0726'RECOVERED IN GOOD CONDITION.
 ME0726
 ME0726                          STATION RECOVERY (2012)
 ME0726
 ME0726'RECOVERY NOTE BY IN DEPT OF NAT RES 2012 (BMC)
 ME0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0738 ***********************************************************************
 ME0738  DESIGNATION -  X 131 RESET
 ME0738  PID         -  ME0738
 ME0738  STATE/COUNTY-  IN/STARKE
 ME0738  COUNTRY     -  US
 ME0738  USGS QUAD   -  BASS LAKE (2019)
 ME0738
 ME0738                         *CURRENT SURVEY CONTROL
 ME0738  ______________________________________________________________________
 ME0738* NAD 83(1986) POSITION- 41 10 50.     (N) 086 36 07.     (W)   SCALED
 ME0738* NAVD 88 ORTHO HEIGHT -   218.24  (meters)      716.0   (feet) RESET
 ME0738  ______________________________________________________________________
 ME0738  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 ME0738  VERT ORDER      -  THIRD
 ME0738
 ME0738.The horizontal coordinates were scaled from a map and have
 ME0738.an estimated accuracy of +/- 6 seconds.
 ME0738
 ME0738.The orthometric height was computed from unverified reset data.
 ME0738
 ME0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0738.GEOID18 height accuracy estimate available here.
 ME0738
 ME0738.Click photographs - Photos may exist for this station.
 ME0738
 ME0738;                    North         East    Units  Estimated Accuracy
 ME0738;SPC IN W     -   658,720.      940,390.      MT  (+/- 180 meters Scaled)
 ME0738
 ME0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333588(NAD 83)
 ME0738
 ME0738                          SUPERSEDED SURVEY CONTROL
 ME0738
 ME0738  NGVD 29 (??/??/??)  218.36   (m)          716.4    (f) RESET       3  
 ME0738
 ME0738.Superseded values are not recommended for survey control.
 ME0738
 ME0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0738.See file dsdata.pdf to determine how the superseded data were derived.
 ME0738
 ME0738_MARKER: DB = BENCH MARK DISK
 ME0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0738_STAMPING: X 131 RESET 1972
 ME0738_MARK LOGO: CGS
 ME0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0738+STABILITY: SURFACE MOTION
 ME0738
 ME0738  HISTORY     - Date     Condition        Report By
 ME0738  HISTORY     - 1972     MONUMENTED       NGS
 ME0738
 ME0738                          STATION DESCRIPTION
 ME0738
 ME0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ME0738'AT BASS STATION.
 ME0738'0.2 MILE SOUTH ALONG U.S. HIGHWAY 35 FROM THE RAILROAD CROSSING
 ME0738'AT BASS STATION, 1 FOOT NORTH OF A FENCE CORNER, 40 FEET EAST OF
 ME0738'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS
 ME0738'POST, 30 FEET SOUTH OF A TWIN TRUNKED 12 INCH OAK TREE, 90 FEET
 ME0738'EAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A 2
 ME0738'STORY FRAME HOUSE, SET IN THE TOP OF A SQUARE CONCRETE POST
 ME0738'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0650 ***********************************************************************
 ME0650  DESIGNATION -  X 132
 ME0650  PID         -  ME0650
 ME0650  STATE/COUNTY-  IN/STARKE
 ME0650  COUNTRY     -  US
 ME0650  USGS QUAD   -  BASS LAKE (2019)
 ME0650
 ME0650                         *CURRENT SURVEY CONTROL
 ME0650  ______________________________________________________________________
 ME0650* NAD 83(1986) POSITION- 41 13 46.88   (N) 086 33 15.31   (W)   HD_HELD1
 ME0650* NAVD 88 ORTHO HEIGHT -   223.907 (meters)      734.60  (feet) ADJUSTED
 ME0650  ______________________________________________________________________
 ME0650  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 ME0650  DYNAMIC HEIGHT  -        223.814 (meters)      734.30  (feet) COMP
 ME0650  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 ME0650
 ME0650  VERT ORDER      -  SECOND    CLASS 0
 ME0650
 ME0650.The horizontal coordinates were determined by differentially corrected
 ME0650.hand held GPS observations or other comparable positioning techniques
 ME0650.and have an estimated accuracy of +/- 3 meters.
 ME0650
 ME0650.The orthometric height was determined by differential leveling and
 ME0650.adjusted by the NATIONAL GEODETIC SURVEY
 ME0650.in June 1991.
 ME0650
 ME0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0650.GEOID18 height accuracy estimate available here.
 ME0650
 ME0650.Click photographs - Photos may exist for this station.
 ME0650
 ME0650.The dynamic height is computed by dividing the NAVD 88
 ME0650.geopotential number by the normal gravity value computed on the
 ME0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0650.degrees latitude (g = 980.6199 gals.).
 ME0650
 ME0650.The modeled gravity was interpolated from observed gravity values.
 ME0650
 ME0650;                    North         East    Units  Estimated Accuracy
 ME0650;SPC IN W     -   664,200.7     944,358.0     MT  (+/- 3 meters HH1 GPS) 
 ME0650
 ME0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3735764350(NAD 83)
 ME0650
 ME0650                          SUPERSEDED SURVEY CONTROL
 ME0650
 ME0650  NGVD 29 (??/??/92)  224.024  (m)          734.99   (f) ADJ UNCH    2 0
 ME0650
 ME0650.Superseded values are not recommended for survey control.
 ME0650
 ME0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0650.See file dsdata.pdf to determine how the superseded data were derived.
 ME0650
 ME0650_MARKER: DB = BENCH MARK DISK
 ME0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0650_STAMPING: X 132 1946
 ME0650_MARK LOGO: CGS
 ME0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0650+STABILITY: SURFACE MOTION
 ME0650
 ME0650  HISTORY     - Date     Condition        Report By
 ME0650  HISTORY     - 1946     MONUMENTED       CGS
 ME0650  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0650  HISTORY     - 1989     GOOD             USPSQD
 ME0650
 ME0650                          STATION DESCRIPTION
 ME0650
 ME0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0650'3.6 MI E FROM BASS LAKE.
 ME0650'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0650'WITH U.S. HIGHWAY 35 AT BASS LAKE, AT THE INTERSECTION WITH A
 ME0650'NORTH-SOUTH ROAD, 245 FEET WEST OF THE CENTER LINE OF THE
 ME0650'NORTH-SOUTH ROAD, 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME0650'A WHITE BARN, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47
 ME0650'FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 40 FEET EAST OF A
 ME0650'TELEPHONE POLE, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH
 ME0650'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0650'ABOUT 6 INCHES.
 ME0650
 ME0650                          STATION RECOVERY (1988)
 ME0650
 ME0650'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0650'MARK NOT FOUND.
 ME0650
 ME0650                          STATION RECOVERY (1989)
 ME0650
 ME0650'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSH)
 ME0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0395 ***********************************************************************
 ME0395  DESIGNATION -  X 133
 ME0395  PID         -  ME0395
 ME0395  STATE/COUNTY-  IN/STARKE
 ME0395  COUNTRY     -  US
 ME0395  USGS QUAD   -  CULVER (2019)
 ME0395
 ME0395                         *CURRENT SURVEY CONTROL
 ME0395  ______________________________________________________________________
 ME0395* NAD 83(1986) POSITION- 41 13 45.     (N) 086 28 34.     (W)   SCALED
 ME0395* NAVD 88 ORTHO HEIGHT -   225.503 (meters)      739.84  (feet) ADJUSTED
 ME0395  ______________________________________________________________________
 ME0395  GEOID HEIGHT    -        -33.714 (meters)                     GEOID18
 ME0395  DYNAMIC HEIGHT  -        225.410 (meters)      739.53  (feet) COMP
 ME0395  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 ME0395
 ME0395  VERT ORDER      -  SECOND    CLASS 0
 ME0395
 ME0395.The horizontal coordinates were scaled from a map and have
 ME0395.an estimated accuracy of +/- 6 seconds.
 ME0395
 ME0395.The orthometric height was determined by differential leveling and
 ME0395.adjusted by the NATIONAL GEODETIC SURVEY
 ME0395.in June 1991.
 ME0395
 ME0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0395.GEOID18 height accuracy estimate available here.
 ME0395
 ME0395.Click photographs - Photos may exist for this station.
 ME0395
 ME0395.The dynamic height is computed by dividing the NAVD 88
 ME0395.geopotential number by the normal gravity value computed on the
 ME0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0395.degrees latitude (g = 980.6199 gals.).
 ME0395
 ME0395.The modeled gravity was interpolated from observed gravity values.
 ME0395
 ME0395;                    North         East    Units  Estimated Accuracy
 ME0395;SPC IN W     -   664,190.      950,910.      MT  (+/- 180 meters Scaled)
 ME0395
 ME0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL439643(NAD 83)
 ME0395
 ME0395                          SUPERSEDED SURVEY CONTROL
 ME0395
 ME0395  NGVD 29 (??/??/92)  225.619  (m)          740.22   (f) ADJ UNCH    2 0
 ME0395
 ME0395.Superseded values are not recommended for survey control.
 ME0395
 ME0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0395.See file dsdata.pdf to determine how the superseded data were derived.
 ME0395
 ME0395_MARKER: DB = BENCH MARK DISK
 ME0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0395_STAMPING: X 133 1946
 ME0395_MARK LOGO: CGS
 ME0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0395+STABILITY: SURFACE MOTION
 ME0395
 ME0395  HISTORY     - Date     Condition        Report By
 ME0395  HISTORY     - 1946     MONUMENTED       CGS
 ME0395  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0395
 ME0395                          STATION DESCRIPTION
 ME0395
 ME0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0395'4 MI W FROM CULVER.
 ME0395'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0395'RAILROAD STATION AT CULVER, THENCE 3.4 MILES WEST ALONG STATE
 ME0395'HIGHWAY 10, ABOUT 0.5 MILE WEST OF THE MARSHALL-STARKE COUNTY
 ME0395'LINE, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 ME0395'EAST OF THE CENTER LINE OF A NORTH-SOUTH PAVED ROAD, 24 FEET
 ME0395'SOUTH OF A FENCE CORNER, 17 FEET NORTHWEST OF A 10-INCH TREE,
 ME0395'1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH
 ME0395'ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE CENTER OF THE INTERSECTION
 ME0395'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0395
 ME0395                          STATION RECOVERY (1958)
 ME0395
 ME0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0395'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1279 ***********************************************************************
 MD1279  DESIGNATION -  X 134
 MD1279  PID         -  MD1279
 MD1279  STATE/COUNTY-  IN/KOSCIUSKO
 MD1279  COUNTRY     -  US
 MD1279  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1279
 MD1279                         *CURRENT SURVEY CONTROL
 MD1279  ______________________________________________________________________
 MD1279* NAD 83(1986) POSITION- 41 07 18.     (N) 085 45 45.     (W)   SCALED
 MD1279* NAVD 88 ORTHO HEIGHT -   279.439 (meters)      916.79  (feet) ADJUSTED
 MD1279  ______________________________________________________________________
 MD1279  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 MD1279  DYNAMIC HEIGHT  -        279.317 (meters)      916.39  (feet) COMP
 MD1279  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 MD1279
 MD1279  VERT ORDER      -  SECOND    CLASS 0
 MD1279
 MD1279.The horizontal coordinates were scaled from a map and have
 MD1279.an estimated accuracy of +/- 6 seconds.
 MD1279
 MD1279.The orthometric height was determined by differential leveling and
 MD1279.adjusted by the NATIONAL GEODETIC SURVEY
 MD1279.in June 1991.
 MD1279
 MD1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1279.GEOID18 height accuracy estimate available here.
 MD1279
 MD1279.Click photographs - Photos may exist for this station.
 MD1279
 MD1279.The dynamic height is computed by dividing the NAVD 88
 MD1279.geopotential number by the normal gravity value computed on the
 MD1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1279.degrees latitude (g = 980.6199 gals.).
 MD1279
 MD1279.The modeled gravity was interpolated from observed gravity values.
 MD1279
 MD1279;                    North         East    Units  Estimated Accuracy
 MD1279;SPC IN E     -   652,070.       91,950.      MT  (+/- 180 meters Scaled)
 MD1279
 MD1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL038530(NAD 83)
 MD1279
 MD1279                          SUPERSEDED SURVEY CONTROL
 MD1279
 MD1279  NGVD 29 (??/??/92)  279.565  (m)          917.21   (f) ADJ UNCH    2 0
 MD1279
 MD1279.Superseded values are not recommended for survey control.
 MD1279
 MD1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1279.See file dsdata.pdf to determine how the superseded data were derived.
 MD1279
 MD1279_MARKER: DB = BENCH MARK DISK
 MD1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1279_STAMPING: X 134 1946
 MD1279_MARK LOGO: CGS
 MD1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1279+STABILITY: SURFACE MOTION
 MD1279
 MD1279  HISTORY     - Date     Condition        Report By
 MD1279  HISTORY     - 1946     MONUMENTED       CGS
 MD1279  HISTORY     - 20180201 MARK NOT FOUND   INDOT
 MD1279
 MD1279                          STATION DESCRIPTION
 MD1279
 MD1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1279'2.2 MI E FROM PACKERTON.
 MD1279'1.75 MILE EAST ALONG A PAVED ROAD FROM THE CROSS ROADS AT
 MD1279'PACKERTON, THENCE 0.4 MILE NORTH ALONG A NORTH-SOUTH PAVED ROAD,
 MD1279'ABOUT 0.4 MILE SOUTH OF THE JUNCTION WITH A GRAVEL ROAD LEADING
 MD1279'EAST TO A POINT ABOUT 1.7 MILE NORTH OF SIDNEY SCHOOL, 85 FEET
 MD1279'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED FARM HOUSE,
 MD1279'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE
 MD1279'CENTER LINE OF A DRIVEWAY TO THE BARN, 9 FEET WEST OF A VERTICAL
 MD1279'RAIL CORNER FENCE POST, 1 FOOT NORTH OF THE FENCE LINE, ABOUT
 MD1279'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MD1279'PROJECTING ABOUT 6 INCHES.  NOTE-- TO REACH THIS MARK FROM THE
 MD1279'SCHOOL BUILDING AT SIDNEY, GO NORTH ALONG STATE HIGHWAY 13 FOR
 MD1279'ABOUT 1.7 MILE TO AN EAST-WEST GRAVEL CROSS ROAD, TURN WEST AND
 MD1279'FOLLOW THE GRAVEL ROAD VIA WESTBROOK AND MIDWAY STOCK FARMS
 MD1279'ABOUT 1.0 MILE TO THE NEW JUNCTION WITH A NORTH-SOUTH PAVED
 MD1279'ROAD.  TURN SOUTH ALONG THE PAVED ROAD AND CONTINUE 0.4 MILE TO
 MD1279'AN ABANDONED FARM HOUSE ON THE WEST SIDE OF THE ROAD AND THE SITE
 MD1279'OF THE BENCH MARK.
 MD1279
 MD1279                          STATION RECOVERY (2018)
 MD1279
 MD1279'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 MD1279'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1180 ***********************************************************************
 ME1180  DESIGNATION -  X 136 RESET
 ME1180  PID         -  ME1180
 ME1180  STATE/COUNTY-  IN/LAKE
 ME1180  COUNTRY     -  US
 ME1180  USGS QUAD   -  CROWN POINT (2019)
 ME1180
 ME1180                         *CURRENT SURVEY CONTROL
 ME1180  ______________________________________________________________________
 ME1180* NAD 83(1986) POSITION- 41 25 00.5    (N) 087 21 46.9    (W)   HD_HELD2
 ME1180* NAVD 88 ORTHO HEIGHT -   223.37  (meters)      732.8   (feet) RESET
 ME1180  ______________________________________________________________________
 ME1180  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 ME1180  VERT ORDER      -  THIRD
 ME1180
 ME1180.The horizontal coordinates were established by autonomous hand held GPS
 ME1180.observations and have an estimated accuracy of +/- 10 meters.
 ME1180
 ME1180.The orthometric height was computed from unverified reset data.
 ME1180
 ME1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1180.GEOID18 height accuracy estimate available here.
 ME1180
 ME1180.Click photographs - Photos may exist for this station.
 ME1180
 ME1180;                    North         East    Units  Estimated Accuracy
 ME1180;SPC IN W     -   684,884.      876,617.      MT  (+/- 10 meters HH2 GPS)
 ME1180
 ME1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6966185091(NAD 83)
 ME1180
 ME1180                          SUPERSEDED SURVEY CONTROL
 ME1180
 ME1180.No superseded survey control is available for this station.
 ME1180
 ME1180_MARKER: DB = BENCH MARK DISK
 ME1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1180_SP_SET: BUILDING
 ME1180_STAMPING: X 136 RESET 1962
 ME1180_MARK LOGO: CGS
 ME1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1180+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 ME1180
 ME1180  HISTORY     - Date     Condition        Report By
 ME1180  HISTORY     - 1962     MONUMENTED       CGS
 ME1180  HISTORY     - 1968     GOOD             CGS
 ME1180  HISTORY     - 20070324 GOOD             GEOCAC
 ME1180
 ME1180                          STATION DESCRIPTION
 ME1180
 ME1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ME1180'NEAR CROWN POINT.
 ME1180'ABOUT 0.1 MILE OR ONE BLOCK E OF SE CORNER OF THE COURTHOUSE
 ME1180'SQUARE IN CROWN POINT, IN THE NE ANGLE OF THE INTERSECTION OF
 ME1180'E. JOLIET AND S. EAST STREETS, SET IN DRILL HOLE IN THE S WALL OF
 ME1180'THE POST OFFICE BUILDING, 2.3 FEET E OF SW CORNER OF THE BUILDING
 ME1180'BUILT IN 1935, AND 4 FEET ABOVE THE GROUND.
 ME1180
 ME1180                          STATION RECOVERY (1968)
 ME1180
 ME1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1180'RECOVERED IN GOOD CONDITION.
 ME1180
 ME1180                          STATION RECOVERY (2007)
 ME1180
 ME1180'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1180'RECOVERED IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1223 ***********************************************************************
 ME1223  DESIGNATION -  X 137
 ME1223  PID         -  ME1223
 ME1223  STATE/COUNTY-  IN/LAKE
 ME1223  COUNTRY     -  US
 ME1223  USGS QUAD   -  SAINT JOHN (2019)
 ME1223
 ME1223                         *CURRENT SURVEY CONTROL
 ME1223  ______________________________________________________________________
 ME1223* NAD 83(1986) POSITION- 41 22 38.     (N) 087 27 35.     (W)   SCALED
 ME1223* NAVD 88 ORTHO HEIGHT -   227.627 (meters)      746.81  (feet) ADJUSTED
 ME1223  ______________________________________________________________________
 ME1223  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 ME1223  DYNAMIC HEIGHT  -        227.535 (meters)      746.50  (feet) COMP
 ME1223  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 ME1223
 ME1223  VERT ORDER      -  SECOND    CLASS 0
 ME1223
 ME1223.The horizontal coordinates were scaled from a map and have
 ME1223.an estimated accuracy of +/- 6 seconds.
 ME1223
 ME1223.The orthometric height was determined by differential leveling and
 ME1223.adjusted by the NATIONAL GEODETIC SURVEY
 ME1223.in June 1991.
 ME1223
 ME1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1223.GEOID18 height accuracy estimate available here.
 ME1223
 ME1223.Click photographs - Photos may exist for this station.
 ME1223
 ME1223.The dynamic height is computed by dividing the NAVD 88
 ME1223.geopotential number by the normal gravity value computed on the
 ME1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1223.degrees latitude (g = 980.6199 gals.).
 ME1223
 ME1223.The modeled gravity was interpolated from observed gravity values.
 ME1223
 ME1223;                    North         East    Units  Estimated Accuracy
 ME1223;SPC IN W     -   680,520.      868,520.      MT  (+/- 180 meters Scaled)
 ME1223
 ME1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL615807(NAD 83)
 ME1223
 ME1223                          SUPERSEDED SURVEY CONTROL
 ME1223
 ME1223  NGVD 29 (??/??/92)  227.712  (m)          747.09   (f) ADJ UNCH    2 0
 ME1223
 ME1223.Superseded values are not recommended for survey control.
 ME1223
 ME1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1223.See file dsdata.pdf to determine how the superseded data were derived.
 ME1223
 ME1223_MARKER: DB = BENCH MARK DISK
 ME1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1223_STAMPING: X 137 1946
 ME1223_MARK LOGO: CGS
 ME1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1223+STABILITY: SURFACE MOTION
 ME1223
 ME1223  HISTORY     - Date     Condition        Report By
 ME1223  HISTORY     - 1946     MONUMENTED       CGS
 ME1223  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1223  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1223
 ME1223                          STATION DESCRIPTION
 ME1223
 ME1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1223'0.2 MI E FROM COOK.
 ME1223'ABOUT 0.2 MILE EAST ALONG THE COOK-CEDAR LAKE ROAD FROM THE NEW
 ME1223'YORK CENTRAL RAILROAD STATION AT COOK, ABOUT 0.35 MILE WEST OF
 ME1223'THE ENTRANCE TO THE CEDAR LAKE FLYING SERVICE AIR FIELD, AT THE
 ME1223'SOUTHWEST CORNER OF THE FIELD, 91 FEET EAST OF A ROW OF HEDGE
 ME1223'TREES RUNNING NORTH ALONG THE WEST BOUNDRY OF THE FIELD, 66 FEET
 ME1223'NORTHEAST AND ACROSS THE ROAD FROM POLE NO. 372/575, 28 FEET
 ME1223'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A TELEPHONE
 ME1223'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 ME1223'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ME1223'PROJECTING 6 INCHES.
 ME1223
 ME1223                          STATION RECOVERY (1990)
 ME1223
 ME1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1223'MARK NOT FOUND.
 ME1223
 ME1223                          STATION RECOVERY (2021)
 ME1223
 ME1223'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1223'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1251 ***********************************************************************
 ME1251  DESIGNATION -  X 139
 ME1251  PID         -  ME1251
 ME1251  STATE/COUNTY-  IN/LAKE
 ME1251  COUNTRY     -  US
 ME1251  USGS QUAD   -  PALMER (2019)
 ME1251
 ME1251                         *CURRENT SURVEY CONTROL
 ME1251  ______________________________________________________________________
 ME1251* NAD 83(1986) POSITION- 41 29 51.     (N) 087 14 22.     (W)   SCALED
 ME1251* NAVD 88 ORTHO HEIGHT -   195.568 (meters)      641.63  (feet) ADJUSTED
 ME1251  ______________________________________________________________________
 ME1251  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 ME1251  DYNAMIC HEIGHT  -        195.492 (meters)      641.38  (feet) COMP
 ME1251  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 ME1251
 ME1251  VERT ORDER      -  SECOND    CLASS 0
 ME1251
 ME1251.The horizontal coordinates were scaled from a map and have
 ME1251.an estimated accuracy of +/- 6 seconds.
 ME1251
 ME1251.The orthometric height was determined by differential leveling and
 ME1251.adjusted by the NATIONAL GEODETIC SURVEY
 ME1251.in June 1991.
 ME1251
 ME1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1251.GEOID18 height accuracy estimate available here.
 ME1251
 ME1251.Click photographs - Photos may exist for this station.
 ME1251
 ME1251.The dynamic height is computed by dividing the NAVD 88
 ME1251.geopotential number by the normal gravity value computed on the
 ME1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1251.degrees latitude (g = 980.6199 gals.).
 ME1251
 ME1251.The modeled gravity was interpolated from observed gravity values.
 ME1251
 ME1251;                    North         East    Units  Estimated Accuracy
 ME1251;SPC IN W     -   693,820.      886,970.      MT  (+/- 180 meters Scaled)
 ME1251
 ME1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800940(NAD 83)
 ME1251
 ME1251                          SUPERSEDED SURVEY CONTROL
 ME1251
 ME1251  NGVD 29 (??/??/92)  195.659  (m)          641.92   (f) ADJ UNCH    2 0
 ME1251
 ME1251.Superseded values are not recommended for survey control.
 ME1251
 ME1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1251.See file dsdata.pdf to determine how the superseded data were derived.
 ME1251
 ME1251_MARKER: DB = BENCH MARK DISK
 ME1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1251_STAMPING: X 139 1946
 ME1251_MARK LOGO: CGS
 ME1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1251+STABILITY: SURFACE MOTION
 ME1251
 ME1251  HISTORY     - Date     Condition        Report By
 ME1251  HISTORY     - 1946     MONUMENTED       CGS
 ME1251  HISTORY     - 1975     GOOD             BRADY
 ME1251  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1251  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1251
 ME1251                          STATION DESCRIPTION
 ME1251
 ME1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1251'4.4 MI SE FROM HOBART.
 ME1251'ABOUT 1.55 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 ME1251'THE STATION AT HOBART, THENCE ABOUT 0.25 MILE SOUTH ALONG THE
 ME1251'LAKE-PORTER COUNTY LINE ROAD, THENCE ABOUT 1.0 MILE WEST ALONG
 ME1251'A GRAVEL ROAD, THENCE ABOUT 1.6 MILES SOUTH ALONG A WINDING ROAD
 ME1251'LEADING TO PALMER, AT A RIGHT ANGLE TURN IN THE ROAD WITH
 ME1251'TANGENTS EXTENDING NORTH AND EAST, ABOUT 0.25 MILE NORTHWEST OF
 ME1251'THE SUPERIOR FARMS, 139 FEET SOUTHWEST OF THE NORTHWEST CORNER
 ME1251'OF A WHITE STUCCO HOUSE, 38 FEET SOUTHWEST OF THE CENTER LINE
 ME1251'OF THE ROAD AT THE CENTER OF THE CURVE, 5.5 FEET SOUTH OF A
 ME1251'FENCE CORNER POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME1251'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ME1251'POST PROJECTING ABOUT 6 INCHES.
 ME1251
 ME1251                          STATION RECOVERY (1975)
 ME1251
 ME1251'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 ME1251'RECOVERED IN GOOD CONDITION.
 ME1251
 ME1251                          STATION RECOVERY (1990)
 ME1251
 ME1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1251'MARK NOT FOUND.
 ME1251
 ME1251                          STATION RECOVERY (2021)
 ME1251
 ME1251'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1251'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0663 ***********************************************************************
 MD0663  DESIGNATION -  X 14
 MD0663  PID         -  MD0663
 MD0663  STATE/COUNTY-  IN/WHITLEY
 MD0663  COUNTRY     -  US
 MD0663  USGS QUAD   -  COLUMBIA CITY (2019)
 MD0663
 MD0663                         *CURRENT SURVEY CONTROL
 MD0663  ______________________________________________________________________
 MD0663* NAD 83(1986) POSITION- 41 07 42.     (N) 085 24 00.     (W)   SCALED
 MD0663* NAVD 88 ORTHO HEIGHT -   259.902 (meters)      852.70  (feet) ADJUSTED
 MD0663  ______________________________________________________________________
 MD0663  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 MD0663  DYNAMIC HEIGHT  -        259.802 (meters)      852.37  (feet) COMP
 MD0663  MODELED GRAVITY -    980,232.4   (mgal)                       NAVD 88
 MD0663
 MD0663  VERT ORDER      -  FIRST     CLASS II
 MD0663
 MD0663.The horizontal coordinates were scaled from a map and have
 MD0663.an estimated accuracy of +/- 6 seconds.
 MD0663
 MD0663.The orthometric height was determined by differential leveling and
 MD0663.adjusted by the NATIONAL GEODETIC SURVEY
 MD0663.in June 1991.
 MD0663
 MD0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0663.GEOID18 height accuracy estimate available here.
 MD0663
 MD0663.Click photographs - Photos may exist for this station.
 MD0663
 MD0663.The dynamic height is computed by dividing the NAVD 88
 MD0663.geopotential number by the normal gravity value computed on the
 MD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0663.degrees latitude (g = 980.6199 gals.).
 MD0663
 MD0663.The modeled gravity was interpolated from observed gravity values.
 MD0663
 MD0663;                    North         East    Units  Estimated Accuracy
 MD0663;SPC IN E     -   652,840.      122,390.      MT  (+/- 180 meters Scaled)
 MD0663
 MD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL343542(NAD 83)
 MD0663
 MD0663                          SUPERSEDED SURVEY CONTROL
 MD0663
 MD0663  NGVD 29 (??/??/92)  260.057  (m)          853.20   (f) ADJ UNCH    1 2
 MD0663
 MD0663.Superseded values are not recommended for survey control.
 MD0663
 MD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0663.See file dsdata.pdf to determine how the superseded data were derived.
 MD0663
 MD0663_MARKER: DB = BENCH MARK DISK
 MD0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0663_STAMPING: 853.204 X 14 1930
 MD0663_MARK LOGO: CGS
 MD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0663+STABILITY: SURFACE MOTION
 MD0663
 MD0663  HISTORY     - Date     Condition        Report By
 MD0663  HISTORY     - 1930     MONUMENTED       CGS
 MD0663  HISTORY     - 1968     GOOD             CGS
 MD0663  HISTORY     - 1969     GOOD             CGS
 MD0663  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0663
 MD0663                          STATION DESCRIPTION
 MD0663
 MD0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0663'AT COESSE.
 MD0663'AT COESSE, ABOUT 0.2 MILE NORTHWEST ALONG THE PENN CENTRAL
 MD0663'RAILROAD FROM THE SAMONSON STREET OVERPASS, ABOUT 0.1 MILE
 MD0663'SOUTHEAST OF MILEPOST 334, ABOUT 10 3/4 RAILS NORTHWEST OF A
 MD0663'BLACK TOP STREET CROSSING THE TRACK, 31.5 FEET SOUTHWEST OF THE
 MD0663'SOUTHWEST RAIL OF THE EASTBOUND TRACK, 18 FEET NORTHWEST OF THE
 MD0663'4 TH TELEGRAPH POLE NORTHWEST OF THE CROSSING OF THE BLACK TOP
 MD0663'ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, 1 1/2 FEET
 MD0663'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0663'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 21,
 MD0663'T 31 N, R 10 E.
 MD0663
 MD0663                          STATION RECOVERY (1969)
 MD0663
 MD0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MD0663'RECOVERED IN GOOD CONDITION.
 MD0663
 MD0663                          STATION RECOVERY (1992)
 MD0663
 MD0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0663'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0614 ***********************************************************************
 ME0614  DESIGNATION -  X 141
 ME0614  PID         -  ME0614
 ME0614  STATE/COUNTY-  IN/LA PORTE
 ME0614  COUNTRY     -  US
 ME0614  USGS QUAD   -  LA CROSSE (2019)
 ME0614
 ME0614                         *CURRENT SURVEY CONTROL
 ME0614  ______________________________________________________________________
 ME0614* NAD 83(1986) POSITION- 41 19 02.48   (N) 086 53 45.87   (W)   HD_HELD1
 ME0614* NAVD 88 ORTHO HEIGHT -   206.482 (meters)      677.43  (feet) ADJUSTED
 ME0614  ______________________________________________________________________
 ME0614  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 ME0614  DYNAMIC HEIGHT  -        206.395 (meters)      677.15  (feet) COMP
 ME0614  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 ME0614
 ME0614  VERT ORDER      -  SECOND    CLASS 0
 ME0614
 ME0614.The horizontal coordinates were determined by differentially corrected
 ME0614.hand held GPS observations or other comparable positioning techniques
 ME0614.and have an estimated accuracy of +/- 3 meters.
 ME0614
 ME0614.The orthometric height was determined by differential leveling and
 ME0614.adjusted by the NATIONAL GEODETIC SURVEY
 ME0614.in June 1991.
 ME0614
 ME0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0614.GEOID18 height accuracy estimate available here.
 ME0614
 ME0614.Click photographs - Photos may exist for this station.
 ME0614
 ME0614.The dynamic height is computed by dividing the NAVD 88
 ME0614.geopotential number by the normal gravity value computed on the
 ME0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0614.degrees latitude (g = 980.6199 gals.).
 ME0614
 ME0614.The modeled gravity was interpolated from observed gravity values.
 ME0614
 ME0614;                    North         East    Units  Estimated Accuracy
 ME0614;SPC IN W     -   673,818.5     915,678.7     MT  (+/- 3 meters HH1 GPS) 
 ME0614
 ME0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0869873992(NAD 83)
 ME0614
 ME0614                          SUPERSEDED SURVEY CONTROL
 ME0614
 ME0614  NGVD 29 (??/??/92)  206.581  (m)          677.76   (f) ADJ UNCH    2 0
 ME0614
 ME0614.Superseded values are not recommended for survey control.
 ME0614
 ME0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0614.See file dsdata.pdf to determine how the superseded data were derived.
 ME0614
 ME0614_MARKER: DB = BENCH MARK DISK
 ME0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0614_SP_SET: BRIDGE
 ME0614_STAMPING: X 141 1946
 ME0614_MARK LOGO: CGS
 ME0614_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0614+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2022
 ME0614
 ME0614  HISTORY     - Date     Condition        Report By
 ME0614  HISTORY     - 1946     MONUMENTED       CGS
 ME0614  HISTORY     - 1988     GOOD             USPSQD
 ME0614  HISTORY     - 20071103 GOOD             GEOCAC
 ME0614  HISTORY     - 20220822 GOOD             IN-127
 ME0614
 ME0614                          STATION DESCRIPTION
 ME0614
 ME0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0614'0.2 MI W FROM LA CROSSE.
 ME0614'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 8 FROM ITS JUNCTION
 ME0614'WITH STATE HIGHWAY 43 IN LA CROSSE, IN THE NORTHWEST QUARTER OF
 ME0614'THE INTERSECTION OF THE HIGHWAY AND THE CHICAGO, INDIANAPOLIS
 ME0614'AND LOUISVILLE RAILROAD, 45 FEET WEST OF THE WEST RAIL, 18 FEET
 ME0614'NORTH AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE CENTER OF THE
 ME0614'HIGHWAY, AND SET IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF
 ME0614'A 24 FOOT CONCRETE BRIDGE OVER A DITCH.
 ME0614
 ME0614                          STATION RECOVERY (1988)
 ME0614
 ME0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0614'RECOVERED IN GOOD CONDITION.
 ME0614
 ME0614                          STATION RECOVERY (2007)
 ME0614
 ME0614'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0614'RECOVERED IN GOOD CONDITION.
 ME0614
 ME0614                          STATION RECOVERY (2022)
 ME0614
 ME0614'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WE)
 ME0614'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND STATE HIGHWAY
 ME0614'421 IN THE TOWN OF LACROSSE, GO WEST ON STATE HIGHWAY 8, 0.24 MI (0.39
 ME0614'KM) AND STATION IS ON THE RIGHT AND SET IN THE TOP OF THE NORTHWEST
 ME0614'CONCRETE WING WALL OF A 24 FT (7.3 M) CONCRETE BRIDGE O.5 FOOT BELOW
 ME0614'LEVEL OF CENTER OF HIGHWAY, 17.4 FT (5.3 M) NORTH OF CENTER OF
 ME0614'HIGHWAY, 9 FT (2.7 M) WEST OF CENTER OF A DITCH, 19.6 FT (6.0 M)
 ME0614'SOUTHEAST OF UTILITY POLE NO. 429-947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0595 ***********************************************************************
 ME0595  DESIGNATION -  X 142 RESET
 ME0595  PID         -  ME0595
 ME0595  STATE/COUNTY-  IN/STARKE
 ME0595  COUNTRY     -  US
 ME0595  USGS QUAD   -  LA CROSSE (2019)
 ME0595
 ME0595                         *CURRENT SURVEY CONTROL
 ME0595  ______________________________________________________________________
 ME0595* NAD 83(1986) POSITION- 41 15 05.     (N) 086 53 26.     (W)   SCALED
 ME0595* NAVD 88 ORTHO HEIGHT -   203.84  (meters)      668.8   (feet) RESET
 ME0595  ______________________________________________________________________
 ME0595  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME0595  VERT ORDER      -  THIRD
 ME0595
 ME0595.The horizontal coordinates were scaled from a map and have
 ME0595.an estimated accuracy of +/- 6 seconds.
 ME0595
 ME0595.The orthometric height was computed from unverified reset data.
 ME0595
 ME0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0595.GEOID18 height accuracy estimate available here.
 ME0595
 ME0595.Click photographs - Photos may exist for this station.
 ME0595
 ME0595;                    North         East    Units  Estimated Accuracy
 ME0595;SPC IN W     -   666,490.      916,160.      MT  (+/- 180 meters Scaled)
 ME0595
 ME0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091666(NAD 83)
 ME0595
 ME0595                          SUPERSEDED SURVEY CONTROL
 ME0595
 ME0595  NGVD 29 (??/??/??)  203.93   (m)          669.1    (f) RESET       3  
 ME0595
 ME0595.Superseded values are not recommended for survey control.
 ME0595
 ME0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0595.See file dsdata.pdf to determine how the superseded data were derived.
 ME0595
 ME0595_MARKER: DB = BENCH MARK DISK
 ME0595_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0595_SP_SET: CURB
 ME0595_STAMPING: X 142 RESET 1961
 ME0595_MARK LOGO: CGS
 ME0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0595
 ME0595  HISTORY     - Date     Condition        Report By
 ME0595  HISTORY     - 1961     MONUMENTED       INHD
 ME0595  HISTORY     - 1988     GOOD             USPSQD
 ME0595  HISTORY     - 20171113 MARK NOT FOUND   INDOT
 ME0595
 ME0595                          STATION DESCRIPTION
 ME0595
 ME0595'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1961
 ME0595'3.8 MI N FROM SAN PIERRE.
 ME0595'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE RAILROAD
 ME0595'STATION AT PIERRE, 0.3 MILE SOUTH OF THE KANKAKEE RIVER AND THE
 ME0595'STARKE-LA PORTE COUNTY LINE, ON A CONCRETE BRIDGE OVER KINDERMAN
 ME0595'DITCH ON U.S. HIGHWAY 421, AND SET ON THE TOP OF THE WEST
 ME0595'CURB AT APPROXIMATELY 3 FEET NORTH OF THE SOUTH END OF SAID
 ME0595'CURB, ABOUT 8 INCHES ABOVE THE PAVEMENT.  THIS BRIDGE HAS BEEN
 ME0595'WIDENED NECESSITATING THE RESETTING OF THE BENCH MARK.
 ME0595
 ME0595                          STATION RECOVERY (1988)
 ME0595
 ME0595'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0595'RECOVERED IN GOOD CONDITION.
 ME0595
 ME0595                          STATION RECOVERY (2017)
 ME0595
 ME0595'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME0595'THIS STRUCTURE HAS A NEW DECK AND HAND RAILS DESTROYING THIS BENCH
 ME0595'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2094 ***********************************************************************
 ME2094  DESIGNATION -  X 142 RESET
 ME2094  PID         -  ME2094
 ME2094  STATE/COUNTY-  IN/STARKE
 ME2094  COUNTRY     -  US
 ME2094  USGS QUAD   -  LA CROSSE (2019)
 ME2094
 ME2094                         *CURRENT SURVEY CONTROL
 ME2094  ______________________________________________________________________
 ME2094* NAD 83(1986) POSITION- 41 15 05.     (N) 086 53 26.     (W)   SCALED
 ME2094* NAVD 88 ORTHO HEIGHT -   203.88  (+/-2cm)      668.9   (feet) VERTCON3
 ME2094  ______________________________________________________________________
 ME2094  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 ME2094  VERT ORDER      -  THIRD (See Below)
 ME2094
 ME2094.The horizontal coordinates were scaled from a map and have
 ME2094.an estimated accuracy of +/- 6 seconds.
 ME2094
 ME2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2094
 ME2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2094.GEOID18 height accuracy estimate available here.
 ME2094
 ME2094.The vertical order pertains to the NGVD 29 superseded value.
 ME2094
 ME2094.Click photographs - Photos may exist for this station.
 ME2094
 ME2094;                    North         East    Units  Estimated Accuracy
 ME2094;SPC IN W     -   666,490.      916,160.      MT  (+/- 180 meters Scaled)
 ME2094
 ME2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091666(NAD 83)
 ME2094
 ME2094                          SUPERSEDED SURVEY CONTROL
 ME2094
 ME2094  NGVD 29 (08/22/16)  203.97   (m)          669.2    (f) RESET       3  
 ME2094
 ME2094.Superseded values are not recommended for survey control.
 ME2094
 ME2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2094.See file dsdata.pdf to determine how the superseded data were derived.
 ME2094
 ME2094_MARKER: DV = VERTICAL CONTROL DISK
 ME2094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME2094_SP_SET: BRIDGE
 ME2094_STAMPING: X 142 RESET 1977
 ME2094_MARK LOGO: NGS
 ME2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2094
 ME2094  HISTORY     - Date     Condition        Report By
 ME2094  HISTORY     - 1977     MONUMENTED       NONE
 ME2094
 ME2094                          STATION DESCRIPTION
 ME2094
 ME2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ME2094'3.8 MI NORTH FROM SAN PIERRE.
 ME2094'3.8 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE RAILROAD CROSSING IN
 ME2094'SAN PIERRE, 0.3 MILES SOUTH OF THE KANKAKEE RIVER AND THE STARKE-
 ME2094'LAPORTE COUNTY LINE, AT THE SOUTHWEST CORNER OF A CONCRETE BRIDGE
 ME2094'OVER KINDERMAN DITCH ON U.S. HIGHWAY 421, IN THE BRIDGE FLOOR ABOUT
 ME2094'23 FEET WEST OF THE CENTER OF THE HIGHWAY, ABOUT 14 INCHES NORTH OF
 ME2094'THE SOUTH END OF THE BRIDGE, ABOUT 4 INCHES EAST OF THE WEST SIDE OF
 ME2094'THE BRIDGE, ABOUT LEVEL WITH THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI0804 ***********************************************************************
 AI0804  DESIGNATION -  X 142 RESET
 AI0804  PID         -  AI0804
 AI0804  STATE/COUNTY-  IN/STARKE
 AI0804  COUNTRY     -  US
 AI0804  USGS QUAD   -  LA CROSSE (2019)
 AI0804
 AI0804                         *CURRENT SURVEY CONTROL
 AI0804  ______________________________________________________________________
 AI0804* NAD 83(1986) POSITION- 41 15 05.     (N) 086 53 26.     (W)   SCALED
 AI0804* NAVD 88 ORTHO HEIGHT -   202.59  (+/-2cm)      664.7   (feet) VERTCON3
 AI0804  ______________________________________________________________________
 AI0804  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 AI0804  VERT ORDER      -  THIRD (See Below)
 AI0804
 AI0804.The horizontal coordinates were scaled from a map and have
 AI0804.an estimated accuracy of +/- 6 seconds.
 AI0804
 AI0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI0804
 AI0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0804.GEOID18 height accuracy estimate available here.
 AI0804
 AI0804.The vertical order pertains to the NGVD 29 superseded value.
 AI0804
 AI0804.Click photographs - Photos may exist for this station.
 AI0804
 AI0804;                    North         East    Units  Estimated Accuracy
 AI0804;SPC IN W     -   666,490.      916,160.      MT  (+/- 180 meters Scaled)
 AI0804
 AI0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091666(NAD 83)
 AI0804
 AI0804                          SUPERSEDED SURVEY CONTROL
 AI0804
 AI0804  NGVD 29 (08/22/16)  202.68   (m)          665.0    (f) RESET       3  
 AI0804
 AI0804.Superseded values are not recommended for survey control.
 AI0804
 AI0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0804.See file dsdata.pdf to determine how the superseded data were derived.
 AI0804
 AI0804_MARKER: DV = VERTICAL CONTROL DISK
 AI0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0804_STAMPING: X 142 RESET 1998
 AI0804_MARK LOGO: NGS
 AI0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0804+STABILITY: SURFACE MOTION
 AI0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0804+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2017
 AI0804
 AI0804  HISTORY     - Date     Condition        Report By
 AI0804  HISTORY     - 1998     MONUMENTED       LOCSUR
 AI0804  HISTORY     - 20171113 GOOD             INDOT
 AI0804
 AI0804                          STATION DESCRIPTION
 AI0804
 AI0804'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (GW)
 AI0804'3.8 MILES (6.1 KM) NORTH FROM SAN PIERRE.  3.8 MILES (6.1 KM) NORTH
 AI0804'ALONG US HIGHWAY 421 FROM THE RAILROAD IN SAN PIERRE, 0.3 MILE (0.5
 AI0804'KM) SOUTH OF THE KANAKEE RIVER AND THE STARKE-LEPORTE COUNTY LINE.
 AI0804'121 FEET (36.9 M) IN A SOUTHWESTERLY DISTANCE - TO NEW POST BENCH
 AI0804'MARK.  IT IS 1.0 FOOT (0.3 M) OFF OF CURRENT INDOT R/W MSARKER, IT IS
 AI0804'IN AN AREA OF TREES ALONG AN OLD FENCE.  THIS IS OVER KINDERMAN DITCH
 AI0804'IN STARKE COUNTY, TWP IS RAILROAD, BRIDGE LOCATED 2.52 MILES (4.06 KM)
 AI0804'NORTH OF SR 10 (EAST JUNCTION) ON HIGHWAY 421.
 AI0804
 AI0804                          STATION RECOVERY (2017)
 AI0804
 AI0804'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 AI0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0377 ***********************************************************************
 ME0377  DESIGNATION -  X 144
 ME0377  PID         -  ME0377
 ME0377  STATE/COUNTY-  IN/MARSHALL
 ME0377  COUNTRY     -  US
 ME0377  USGS QUAD   -  ARGOS (2019)
 ME0377
 ME0377                         *CURRENT SURVEY CONTROL
 ME0377  ______________________________________________________________________
 ME0377* NAD 83(1986) POSITION- 41 12 15.     (N) 086 13 57.     (W)   SCALED
 ME0377* NAVD 88 ORTHO HEIGHT -   265.993 (meters)      872.68  (feet) ADJUSTED
 ME0377  ______________________________________________________________________
 ME0377  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 ME0377  DYNAMIC HEIGHT  -        265.879 (meters)      872.30  (feet) COMP
 ME0377  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 ME0377
 ME0377  VERT ORDER      -  SECOND    CLASS 0
 ME0377
 ME0377.The horizontal coordinates were scaled from a map and have
 ME0377.an estimated accuracy of +/- 6 seconds.
 ME0377
 ME0377.The orthometric height was determined by differential leveling and
 ME0377.adjusted by the NATIONAL GEODETIC SURVEY
 ME0377.in June 1991.
 ME0377
 ME0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0377.GEOID18 height accuracy estimate available here.
 ME0377
 ME0377.Click photographs - Photos may exist for this station.
 ME0377
 ME0377.The dynamic height is computed by dividing the NAVD 88
 ME0377.geopotential number by the normal gravity value computed on the
 ME0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0377.degrees latitude (g = 980.6199 gals.).
 ME0377
 ME0377.The modeled gravity was interpolated from observed gravity values.
 ME0377
 ME0377;                    North         East    Units  Estimated Accuracy
 ME0377;SPC IN E     -   661,390.       52,540.      MT  (+/- 180 meters Scaled)
 ME0377
 ME0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL643617(NAD 83)
 ME0377
 ME0377                          SUPERSEDED SURVEY CONTROL
 ME0377
 ME0377  NGVD 29 (??/??/92)  266.109  (m)          873.06   (f) ADJ UNCH    2 0
 ME0377
 ME0377.Superseded values are not recommended for survey control.
 ME0377
 ME0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0377.See file dsdata.pdf to determine how the superseded data were derived.
 ME0377
 ME0377_MARKER: DB = BENCH MARK DISK
 ME0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0377_STAMPING: X 144 1946
 ME0377_MARK LOGO: CGS
 ME0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0377+STABILITY: SURFACE MOTION
 ME0377
 ME0377  HISTORY     - Date     Condition        Report By
 ME0377  HISTORY     - 1946     MONUMENTED       CGS
 ME0377  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0377  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0377
 ME0377                          STATION DESCRIPTION
 ME0377
 ME0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0377'2.2 MI S FROM ARGOS.
 ME0377'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL
 ME0377'BUILDING AT ARGOS, ABOUT 0.3 MILE NORTH OF A CROSS ROAD AND
 ME0377'A N.I.P. CO. POWER TRANSFORMER STATION, AT C.W. BUNCHS FARM
 ME0377'HOUSE ON THE WEST SIDE OF THE HIGHWAY, 120 FEET NORTHEAST OF THE
 ME0377'NORTHEAST CORNER OF THE HOUSE, 42 FEET WEST OF THE CENTER LINE
 ME0377'OF THE HIGHWAY, 62 FEET EAST-SOUTHEAST OF AN 8-INCH APPLE TREE,
 ME0377'4 FEET SOUTH OF A TELEPHONE LINE POLE, 2 FEET NORTH OF A WHITE WOODEN
 ME0377'WITNESS POST, 0.5 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE
 ME0377'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0377
 ME0377                          STATION RECOVERY (1984)
 ME0377
 ME0377'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0377'MARK NOT FOUND.
 ME0377
 ME0377                          STATION RECOVERY (1988)
 ME0377
 ME0377'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0339 ***********************************************************************
 ME0339  DESIGNATION -  X 145
 ME0339  PID         -  ME0339
 ME0339  STATE/COUNTY-  IN/FULTON
 ME0339  COUNTRY     -  US
 ME0339  USGS QUAD   -  MENTONE (2019)
 ME0339
 ME0339                         *CURRENT SURVEY CONTROL
 ME0339  ______________________________________________________________________
 ME0339* NAD 83(1986) POSITION- 41 10 21.     (N) 086 04 22.     (W)   SCALED
 ME0339* NAVD 88 ORTHO HEIGHT -   248.763 (meters)      816.15  (feet) ADJUSTED
 ME0339  ______________________________________________________________________
 ME0339  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 ME0339  DYNAMIC HEIGHT  -        248.657 (meters)      815.80  (feet) COMP
 ME0339  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 ME0339
 ME0339  VERT ORDER      -  SECOND    CLASS 0
 ME0339
 ME0339.The horizontal coordinates were scaled from a map and have
 ME0339.an estimated accuracy of +/- 6 seconds.
 ME0339
 ME0339.The orthometric height was determined by differential leveling and
 ME0339.adjusted by the NATIONAL GEODETIC SURVEY
 ME0339.in June 1991.
 ME0339
 ME0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0339.GEOID18 height accuracy estimate available here.
 ME0339
 ME0339.Click photographs - Photos may exist for this station.
 ME0339
 ME0339.The dynamic height is computed by dividing the NAVD 88
 ME0339.geopotential number by the normal gravity value computed on the
 ME0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0339.degrees latitude (g = 980.6199 gals.).
 ME0339
 ME0339.The modeled gravity was interpolated from observed gravity values.
 ME0339
 ME0339;                    North         East    Units  Estimated Accuracy
 ME0339;SPC IN E     -   657,790.       65,920.      MT  (+/- 180 meters Scaled)
 ME0339
 ME0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL777583(NAD 83)
 ME0339
 ME0339                          SUPERSEDED SURVEY CONTROL
 ME0339
 ME0339  NGVD 29 (??/??/92)  248.889  (m)          816.56   (f) ADJ UNCH    2 0
 ME0339
 ME0339.Superseded values are not recommended for survey control.
 ME0339
 ME0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0339.See file dsdata.pdf to determine how the superseded data were derived.
 ME0339
 ME0339_MARKER: DB = BENCH MARK DISK
 ME0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0339_STAMPING: X 145 1946
 ME0339_MARK LOGO: CGS
 ME0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0339+STABILITY: SURFACE MOTION
 ME0339
 ME0339  HISTORY     - Date     Condition        Report By
 ME0339  HISTORY     - 1946     MONUMENTED       CGS
 ME0339  HISTORY     - 1984     GOOD             USPSQD
 ME0339
 ME0339                          STATION DESCRIPTION
 ME0339
 ME0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0339'2 MI W FROM MENTONE.
 ME0339'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0339'CHURCH AT MENTONE, ABOUT 0.25 MILE EAST OF THE JUNCTION WITH A
 ME0339'GRAVEL ROAD LEADING SOUTH, 83 FEET NORTHEAST OF THE NORTHEAST
 ME0339'CORNER OF A TWO-STORY BRICK HOUSE ON THE SOUTH SIDE OF THE
 ME0339'HIGHWAY, 103 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY TO THE
 ME0339'HOUSE, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 ME0339'WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET EAST OF POWER POLE
 ME0339'611/958, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT 2
 ME0339'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY
 ME0339'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0339'INCHES.
 ME0339
 ME0339                          STATION RECOVERY (1984)
 ME0339
 ME0339'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0339'MARK IS 3 FEET WEEST OF POWER POLE 623/454. ABOUT .25 MILE EAST OF
 ME0339'THE FULTON-KOSCIUSKO COUNTY LINE ROAD LEADING SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0987 ***********************************************************************
 LB0987  DESIGNATION -  X 146
 LB0987  PID         -  LB0987
 LB0987  STATE/COUNTY-  IN/CARROLL
 LB0987  COUNTRY     -  US
 LB0987  USGS QUAD   -  DELPHI (2019)
 LB0987
 LB0987                         *CURRENT SURVEY CONTROL
 LB0987  ______________________________________________________________________
 LB0987* NAD 83(1986) POSITION- 40 35 39.     (N) 086 42 37.     (W)   SCALED
 LB0987* NAVD 88 ORTHO HEIGHT -   198.875 (meters)      652.48  (feet) ADJUSTED
 LB0987  ______________________________________________________________________
 LB0987  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 LB0987  DYNAMIC HEIGHT  -        198.779 (meters)      652.16  (feet) COMP
 LB0987  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 LB0987
 LB0987  VERT ORDER      -  SECOND    CLASS 0
 LB0987
 LB0987.The horizontal coordinates were scaled from a map and have
 LB0987.an estimated accuracy of +/- 6 seconds.
 LB0987
 LB0987.The orthometric height was determined by differential leveling and
 LB0987.adjusted by the NATIONAL GEODETIC SURVEY
 LB0987.in June 1991.
 LB0987
 LB0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0987.GEOID18 height accuracy estimate available here.
 LB0987
 LB0987.Click photographs - Photos may exist for this station.
 LB0987
 LB0987.The dynamic height is computed by dividing the NAVD 88
 LB0987.geopotential number by the normal gravity value computed on the
 LB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0987.degrees latitude (g = 980.6199 gals.).
 LB0987
 LB0987.The modeled gravity was interpolated from observed gravity values.
 LB0987
 LB0987;                    North         East    Units  Estimated Accuracy
 LB0987;SPC IN W     -   593,560.      931,580.      MT  (+/- 180 meters Scaled)
 LB0987
 LB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK245937(NAD 83)
 LB0987
 LB0987                          SUPERSEDED SURVEY CONTROL
 LB0987
 LB0987  NGVD 29 (??/??/92)  198.982  (m)          652.83   (f) ADJ UNCH    2 0
 LB0987
 LB0987.Superseded values are not recommended for survey control.
 LB0987
 LB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0987.See file dsdata.pdf to determine how the superseded data were derived.
 LB0987
 LB0987_MARKER: DB = BENCH MARK DISK
 LB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0987_STAMPING: X 146 1946
 LB0987_MARK LOGO: CGS
 LB0987_PROJECTION: PROJECTING
 LB0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0987+STABILITY: SURFACE MOTION
 LB0987
 LB0987  HISTORY     - Date     Condition        Report By
 LB0987  HISTORY     - 1946     MONUMENTED       CGS
 LB0987
 LB0987                          STATION DESCRIPTION
 LB0987
 LB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0987'2.1 MI W FROM DELPHI.
 LB0987'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB0987'COURT HOUSE AT DELPHI, IN THE FORKS OF A WYE FORMED BY THE
 LB0987'JUNCTION OF THE HIGHWAY AND A TAR ROAD LEADING EAST, 39 FEET
 LB0987'NORTH EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH OF
 LB0987'THE CENTER LINE OF THE ROAD LEADING EAST, ABOUT 120 YARDS EAST
 LB0987'OF THE CENTER OF THE JUNCTION AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0987'A STANDARD DISK, STAMPED X 146 1946 AND SET IN THE TOP OF A CONCRETE
 LB0987'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3585 ***********************************************************************
 AI3585  DESIGNATION -  X 146 RESET
 AI3585  PID         -  AI3585
 AI3585  STATE/COUNTY-  IN/CARROLL
 AI3585  COUNTRY     -  US
 AI3585  USGS QUAD   -  DELPHI (2019)
 AI3585
 AI3585                         *CURRENT SURVEY CONTROL
 AI3585  ______________________________________________________________________
 AI3585* NAD 83(1986) POSITION- 40 35 39.     (N) 086 42 37.     (W)   SCALED
 AI3585* NAVD 88 ORTHO HEIGHT -   199.55  (meters)      654.7   (feet) RESET
 AI3585  ______________________________________________________________________
 AI3585  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 AI3585  VERT ORDER      -  THIRD
 AI3585
 AI3585.The horizontal coordinates were scaled from a map and have
 AI3585.an estimated accuracy of +/- 6 seconds.
 AI3585
 AI3585.The orthometric height was computed from unverified reset data.
 AI3585
 AI3585.No vertical observational check was made to the station.
 AI3585
 AI3585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3585.GEOID18 height accuracy estimate available here.
 AI3585
 AI3585.Click photographs - Photos may exist for this station.
 AI3585
 AI3585;                    North         East    Units  Estimated Accuracy
 AI3585;SPC IN W     -   593,560.      931,580.      MT  (+/- 180 meters Scaled)
 AI3585
 AI3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK245937(NAD 83)
 AI3585
 AI3585                          SUPERSEDED SURVEY CONTROL
 AI3585
 AI3585.No superseded survey control is available for this station.
 AI3585
 AI3585_MARKER: DV = VERTICAL CONTROL DISK
 AI3585_SETTING: 0 = UNSPECIFIED SETTING
 AI3585_STAMPING: X 146 RESET 1996
 AI3585_MARK LOGO: NGS
 AI3585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3585
 AI3585  HISTORY     - Date     Condition        Report By
 AI3585  HISTORY     - 1996     MONUMENTED       INDOT
 AI3585
 AI3585                          STATION DESCRIPTION
 AI3585
 AI3585'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 1996 (HT)
 AI3585'2.1 MILES (3.4 KM) WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY COURT
 AI3585'HOUSE AT DELPHI, IN THE FORKS OF A WYE FORMED BY THE JUNCTION OF THE
 AI3585'HIGHWAY AND A TAR ROAD LEADING EAST.  BM MONUMENT 636+00 80 FEET (24.4
 AI3585'M) LT OF MILE MARKER 149+42.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1175 ***********************************************************************
 LB1175  DESIGNATION -  X 147
 LB1175  PID         -  LB1175
 LB1175  STATE/COUNTY-  IN/WHITE
 LB1175  COUNTRY     -  US
 LB1175  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1175
 LB1175                         *CURRENT SURVEY CONTROL
 LB1175  ______________________________________________________________________
 LB1175* NAD 83(2011) POSITION- 40 39 59.78089(N) 086 48 47.02275(W)   ADJUSTED
 LB1175* NAD 83(2011) ELLIP HT-   172.941 (meters)        (06/27/12)   ADJUSTED
 LB1175* NAD 83(2011) EPOCH   -  2010.00
 LB1175* NAVD 88 ORTHO HEIGHT -   206.782 (meters)      678.42  (feet) ADJUSTED
 LB1175  ______________________________________________________________________
 LB1175  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 LB1175  NAD 83(2011) X  -    269,348.513 (meters)                     COMP
 LB1175  NAD 83(2011) Y  - -4,837,437.606 (meters)                     COMP
 LB1175  NAD 83(2011) Z  -  4,134,523.281 (meters)                     COMP
 LB1175  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LB1175  DYNAMIC HEIGHT  -        206.685 (meters)      678.10  (feet) COMP
 LB1175  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 LB1175
 LB1175  VERT ORDER      -  SECOND    CLASS 0
 LB1175
 LB1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1175  Standards:
 LB1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1175  -------------------------------------------------------------------
 LB1175  NETWORK    0.54   1.37           0.25   0.18   0.70     -0.09636327
 LB1175  -------------------------------------------------------------------
 LB1175  Click here for local accuracies and other accuracy information.
 LB1175
 LB1175.The horizontal coordinates were established by GPS observations
 LB1175.and adjusted by the National Geodetic Survey in June 2012.
 LB1175
 LB1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1175.been affixed to the stable North American tectonic plate. See 
 LB1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1175
 LB1175.The horizontal coordinates are valid at the epoch date displayed above
 LB1175.which is a decimal equivalence of Year/Month/Day.
 LB1175
 LB1175.The orthometric height was determined by differential leveling and
 LB1175.adjusted by the NATIONAL GEODETIC SURVEY
 LB1175.in June 1991.
 LB1175
 LB1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1175.GEOID18 height accuracy estimate available here.
 LB1175
 LB1175.Click photographs - Photos may exist for this station.
 LB1175
 LB1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1175
 LB1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1175
 LB1175.The ellipsoidal height was determined by GPS observations
 LB1175.and is referenced to NAD 83.
 LB1175
 LB1175.The dynamic height is computed by dividing the NAVD 88
 LB1175.geopotential number by the normal gravity value computed on the
 LB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1175.degrees latitude (g = 980.6199 gals.).
 LB1175
 LB1175.The modeled gravity was interpolated from observed gravity values.
 LB1175
 LB1175. The following values were computed from the NAD 83(2011) position.
 LB1175
 LB1175;                    North         East     Units Scale Factor Converg.
 LB1175;SPC IN W     -   601,570.900   922,852.784   MT  0.99997309   +0 10 34.0
 LB1175;SPC IN W     - 1,973,653.86  3,027,726.18   sFT  0.99997309   +0 10 34.0
 LB1175;UTM  16      - 4,501,765.014   515,800.739   MT  0.99960307   +0 07 18.6
 LB1175
 LB1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1175!SPC IN W     -   0.99997287  x   0.99997309  =   0.99994596
 LB1175!UTM  16      -   0.99997287  x   0.99960307  =   0.99957595
 LB1175
 LB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1580001765(NAD 83)
 LB1175
 LB1175                          SUPERSEDED SURVEY CONTROL
 LB1175
 LB1175  NAD 83(2007)-  40 39 59.78124(N)    086 48 47.02386(W) AD(2002.00) 0
 LB1175  ELLIP H (02/10/07)  172.977  (m)                       GP(2002.00)    
 LB1175  NAD 83(1997)-  40 39 59.78110(N)    086 48 47.02368(W) AD(       ) B
 LB1175  ELLIP H (03/12/99)  172.981  (m)                       GP(       ) 2 1
 LB1175  NAVD 88             206.78   (m)          678.4    (f) LEVELING    3  
 LB1175  NGVD 29 (??/??/92)  206.879  (m)          678.74   (f) ADJ UNCH    2 0
 LB1175
 LB1175.Superseded values are not recommended for survey control.
 LB1175
 LB1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1175.See file dsdata.pdf to determine how the superseded data were derived.
 LB1175
 LB1175_MARKER: DB = BENCH MARK DISK
 LB1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1175_STAMPING: X 147 1946
 LB1175_MARK LOGO: CGS
 LB1175_PROJECTION: PROJECTING 2 CENTIMETERS
 LB1175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1175+STABILITY: SURFACE MOTION
 LB1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1175+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB1175
 LB1175  HISTORY     - Date     Condition        Report By
 LB1175  HISTORY     - 1946     MONUMENTED       CGS
 LB1175  HISTORY     - 19980724 GOOD             WOOLPT
 LB1175  HISTORY     - 20030315 GOOD             INDIV
 LB1175  HISTORY     - 20080421 GOOD             FARNGP
 LB1175  HISTORY     - 20090519 GOOD             WOOLPT
 LB1175  HISTORY     - 20110706 GOOD             INDIV
 LB1175
 LB1175                          STATION DESCRIPTION
 LB1175
 LB1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1175'2.6 MI E FROM CHALMERS.
 LB1175'2.6 MILES EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1175'AT CHALMERS, AT A T JUNCTION WITH A NORTH-SOUTH ROAD, 21 FEET
 LB1175'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 35 FEET WEST
 LB1175'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11 FEET WEST OF A
 LB1175'CONCRETE CORNER FENCE POST, 12 FEET EAST OF A TELEPHONE POLE,
 LB1175'1 1/2 FEET SOUTH OF A FENCE LINE AND 1 1/2 FEET BELOW ROAD LEVEL.
 LB1175'A STANDARD DISK, STAMPED X 147 1946 AND SET IN THE TOP OF A
 LB1175'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB1175
 LB1175                          STATION RECOVERY (1998)
 LB1175
 LB1175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (TEM)
 LB1175'DESCRIBED BY WOOLPERT LLP 1998 (TEM).  9.0 MI (14.5 KM) SE OF
 LB1175'MONTICELLO 3.0 MI (4.8 KM) EAST OF CHALMERS.  TO REACH THE STATION FR
 LB1175'FROM THE INTERSECTION OF INTERSTATE 65 AND STATE ROUTE 43 (EXIT 178 ON
 LB1175'INTERSTATE 65), PROCEED 12.0 MI (19.3 KM) NORTH ALONG STATE ROUTE 43
 LB1175'TO THE INTERSECTION OF STATE ROUTE 43 AND WALNUT STREET IN THE TOWN OF
 LB1175'CHALMERS, TURN RIGHT AND PROCEED 3.0 MILES (4.8 KM) EAST ALONG WALNUT
 LB1175'STREET / CHALMERS ROAD TO THE INTERSECTION OF CHALMERS ROAD AND COUNTY
 LB1175'ROAD 300E, THE STATION IS IN THE NORTHWEST QUADRANT OF THE
 LB1175'INTERSECTION.  THE STATION IS A STANDARD BENCHMARK DISK IN A ROUND
 LB1175'CONCRETE MONUMENT, 0.84 M (2.76 FT) EAST OF A BURIED PHONE LINE
 LB1175'MARKER, 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF CHALMERS ROAD, 12.4
 LB1175'M (40.7 FT) NORTH NORTHEAST OF A POWER POLE ACROSS CHALMERS ROAD.
 LB1175
 LB1175                          STATION RECOVERY (2003)
 LB1175
 LB1175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LB1175'RECOVERED AS DESCRIBED
 LB1175
 LB1175                          STATION RECOVERY (2008)
 LB1175
 LB1175'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1175'SATELLITE OBERVATION ON APRIL 30 2008
 LB1175
 LB1175                          STATION RECOVERY (2009)
 LB1175
 LB1175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 LB1175'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LB1175'
 LB1175'NOTE-UPDATES TO THE DESCRIPTION ARE AS FOLLOWS, THE MONUMENT IS A
 LB1175'STANDARD 10-INCH BY 10-INCH (25 CM) SQUARE CONCRETE MONUMENT.  THE
 LB1175'STATION IS 10.6 FT (3.2 M) WEST OF A 1.5 FT (0.5 M) DIAMETER BY 2.8 FT
 LB1175'(0.9 M) HIGH CONCRETE POST, 40.1 FT (12.2 M) NORTH-NORTHWEST OF A 1.5
 LB1175'FT (0.5 M) DIAMETER BY 3.5 FT (1.1 M) HIGH CONCRETE POST AND 64 FT
 LB1175'(19.5 M) NORTHWEST OF A UTILITY POLE.
 LB1175
 LB1175                          STATION RECOVERY (2011)
 LB1175
 LB1175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB1175'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0768 ***********************************************************************
 ME0768  DESIGNATION -  X 148
 ME0768  PID         -  ME0768
 ME0768  STATE/COUNTY-  IN/LA PORTE
 ME0768  COUNTRY     -  US
 ME0768  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME0768
 ME0768                         *CURRENT SURVEY CONTROL
 ME0768  ______________________________________________________________________
 ME0768* NAD 83(1986) POSITION- 41 39 06.32   (N) 086 53 38.06   (W)   HD_HELD1
 ME0768* NAVD 88 ORTHO HEIGHT -   201.046 (meters)      659.60  (feet) ADJUSTED
 ME0768  ______________________________________________________________________
 ME0768  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 ME0768  DYNAMIC HEIGHT  -        200.970 (meters)      659.35  (feet) COMP
 ME0768  MODELED GRAVITY -    980,244.0   (mgal)                       NAVD 88
 ME0768
 ME0768  VERT ORDER      -  SECOND    CLASS 0
 ME0768
 ME0768.The horizontal coordinates were determined by differentially corrected
 ME0768.hand held GPS observations or other comparable positioning techniques
 ME0768.and have an estimated accuracy of +/- 3 meters.
 ME0768
 ME0768.The orthometric height was determined by differential leveling and
 ME0768.adjusted by the NATIONAL GEODETIC SURVEY
 ME0768.in June 1991.
 ME0768
 ME0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0768.GEOID18 height accuracy estimate available here.
 ME0768
 ME0768.Click photographs - Photos may exist for this station.
 ME0768
 ME0768.The dynamic height is computed by dividing the NAVD 88
 ME0768.geopotential number by the normal gravity value computed on the
 ME0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0768.degrees latitude (g = 980.6199 gals.).
 ME0768
 ME0768.The modeled gravity was interpolated from observed gravity values.
 ME0768
 ME0768;                    North         East    Units  Estimated Accuracy
 ME0768;SPC IN W     -   710,957.2     915,779.0     MT  (+/- 3 meters HH1 GPS) 
 ME0768
 ME0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0883411117(NAD 83)
 ME0768
 ME0768                          SUPERSEDED SURVEY CONTROL
 ME0768
 ME0768  NGVD 29 (??/??/92)  201.151  (m)          659.94   (f) ADJ UNCH    2 0
 ME0768
 ME0768.Superseded values are not recommended for survey control.
 ME0768
 ME0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0768.See file dsdata.pdf to determine how the superseded data were derived.
 ME0768
 ME0768_MARKER: DB = BENCH MARK DISK
 ME0768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0768_SP_SET: BOX CULVERT HEADWALL
 ME0768_STAMPING: X 148 1946
 ME0768_MARK LOGO: CGS
 ME0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0768+STABILITY: SURFACE MOTION
 ME0768
 ME0768  HISTORY     - Date     Condition        Report By
 ME0768  HISTORY     - 1946     MONUMENTED       CGS
 ME0768  HISTORY     - 20160824 MARK NOT FOUND   INDOT
 ME0768
 ME0768                          STATION DESCRIPTION
 ME0768
 ME0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0768'3.3 MI S FROM MICHIGAN CITY.
 ME0768'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE PERE
 ME0768'MARQUETTE RAILWAY STATION AT MICHIGAN CITY, LA PORTE COUNTY,
 ME0768'118 FEET NORTH OF CENTER OF A ROAD INTERSECTION, AT A 3- BY 3-FOOT
 ME0768'CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 ME0768'HEAD WALL, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 ME0768'ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED
 ME0768'X 148 1946.
 ME0768
 ME0768                          STATION RECOVERY (2016)
 ME0768
 ME0768'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0768'THE CONCRETE BOX CULVERT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1210 ***********************************************************************
 ME1210  DESIGNATION -  X 149 RESET
 ME1210  PID         -  ME1210
 ME1210  STATE/COUNTY-  IN/PORTER
 ME1210  COUNTRY     -  US
 ME1210  USGS QUAD   -  VALPARAISO (2019)
 ME1210
 ME1210                         *CURRENT SURVEY CONTROL
 ME1210  ______________________________________________________________________
 ME1210* NAD 83(1986) POSITION- 41 27 43.29   (N) 087 03 22.35   (W)   HD_HELD1
 ME1210* NAVD 88 ORTHO HEIGHT -   228.851 (meters)      750.82  (feet) ADJUSTED
 ME1210  ______________________________________________________________________
 ME1210  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 ME1210  DYNAMIC HEIGHT  -        228.759 (meters)      750.52  (feet) COMP
 ME1210  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 ME1210
 ME1210  VERT ORDER      -  FIRST     CLASS II
 ME1210
 ME1210.The horizontal coordinates were determined by differentially corrected
 ME1210.hand held GPS observations or other comparable positioning techniques
 ME1210.and have an estimated accuracy of +/- 3 meters.
 ME1210
 ME1210.The orthometric height was determined by differential leveling and
 ME1210.adjusted by the NATIONAL GEODETIC SURVEY
 ME1210.in April 1995.
 ME1210
 ME1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1210.GEOID18 height accuracy estimate available here.
 ME1210
 ME1210.Click photographs - Photos may exist for this station.
 ME1210
 ME1210.The dynamic height is computed by dividing the NAVD 88
 ME1210.geopotential number by the normal gravity value computed on the
 ME1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1210.degrees latitude (g = 980.6199 gals.).
 ME1210
 ME1210.The modeled gravity was interpolated from observed gravity values.
 ME1210
 ME1210;                    North         East    Units  Estimated Accuracy
 ME1210;SPC IN W     -   689,868.6     902,266.1     MT  (+/- 3 meters HH1 GPS) 
 ME1210
 ME1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9530590049(NAD 83)
 ME1210
 ME1210                          SUPERSEDED SURVEY CONTROL
 ME1210
 ME1210  NGVD 29 (??/??/??)  228.87   (m)          750.9    (f) RESET       3  
 ME1210  NGVD 29 (01/19/93)  228.943  (m)          751.12   (f) ADJUSTED    1 2
 ME1210
 ME1210.Superseded values are not recommended for survey control.
 ME1210
 ME1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1210.See file dsdata.pdf to determine how the superseded data were derived.
 ME1210
 ME1210_MARKER: DB = BENCH MARK DISK
 ME1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1210_STAMPING: X 149 RESET 1971
 ME1210_MARK LOGO: CGS
 ME1210_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1210+STABILITY: SURFACE MOTION
 ME1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1210+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2023
 ME1210
 ME1210  HISTORY     - Date     Condition        Report By
 ME1210  HISTORY     - 1971     MONUMENTED       NGS
 ME1210  HISTORY     - 19920906 GOOD             NGS
 ME1210  HISTORY     - 20210318 GOOD             IN-127
 ME1210  HISTORY     - 20230305 POOR             USPSQD
 ME1210
 ME1210                          STATION DESCRIPTION
 ME1210
 ME1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 ME1210'AT VALPARAISO.
 ME1210'LOCATED AT THE SOUTHEAST EDGE OF VALPARAISO, AT THE CROSSING OF
 ME1210'MORGAN PLACE AND THE PENN CENTRAL RAILROAD, NEAR THE SOUTHWEST
 ME1210'CORNER OF THE VALPARAISO CEMETERY, 19 FEET EAST OF THE SOUTHWEST
 ME1210'CORNER OF FENCE AND CEMETERY, 1 FOOT SOUTH OF THE FENCE, 39 FEET
 ME1210'NORTH OF THE NORTH RAIL OF THE RAILROAD, 1 FOOT WEST OF A METAL
 ME1210'WITNESS POST, 31 FEET EAST OF THE CENTERLINE OF MORGAN PLACE,
 ME1210'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 ME1210
 ME1210                          STATION RECOVERY (1992)
 ME1210
 ME1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1210'IN VALPARAISO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND MORGAN
 ME1210'BOULEVARD, 15.8 M (51.8 FT) NORTHEAST OF THE NEAR RAIL, 9.5 M
 ME1210'(31.2 FT) EAST OF THE BOULEVARD CENTER, 5.8 M (19.0 FT) SOUTHEAST OF
 ME1210'THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE VALPARAISO
 ME1210'CEMETERY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE BOULEVARD, 0.5 M
 ME1210'(1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF THE
 ME1210'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 ME1210'SURFACE.
 ME1210
 ME1210                          STATION RECOVERY (2021)
 ME1210
 ME1210'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEE)
 ME1210'IN VALPARAISO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND MORGAN
 ME1210'BOULEVARD, 15.8 M (51.8 FT) NORTHEAST OF THE NEAR RAIL, 9.5 M(31.2 FT)
 ME1210'EAST OF THE BOULEVARD CENTER, 5.8 M (19.0 FT) SOUTHEAST OF THE
 ME1210'SOUTHWEST CORNER OF A CHAIN LINK FENCE ENCLOSING THE VALPARAISO
 ME1210'CEMETERY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE BOULEVARD, 0.5 M(1.6
 ME1210'FT) SOUTH OF A WITNESS POST AND 0.3 M (1.0 FT) SOUTHWEST OF THE FENCE.
 ME1210
 ME1210                          STATION RECOVERY (2023)
 ME1210
 ME1210'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 ME1210'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1597 ***********************************************************************
 LB1597  DESIGNATION -  X 15
 LB1597  PID         -  LB1597
 LB1597  STATE/COUNTY-  IN/WARREN
 LB1597  COUNTRY     -  US
 LB1597  USGS QUAD   -  WEST LEBANON (2019)
 LB1597
 LB1597                         *CURRENT SURVEY CONTROL
 LB1597  ______________________________________________________________________
 LB1597* NAD 83(1986) POSITION- 40 21 35.     (N) 087 28 33.     (W)   SCALED
 LB1597* NAVD 88 ORTHO HEIGHT -   217.797 (meters)      714.56  (feet) ADJUSTED
 LB1597  ______________________________________________________________________
 LB1597  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 LB1597  DYNAMIC HEIGHT  -        217.688 (meters)      714.20  (feet) COMP
 LB1597  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 LB1597
 LB1597  VERT ORDER      -  FIRST     CLASS II
 LB1597
 LB1597.The horizontal coordinates were scaled from a map and have
 LB1597.an estimated accuracy of +/- 6 seconds.
 LB1597
 LB1597.The orthometric height was determined by differential leveling and
 LB1597.adjusted by the NATIONAL GEODETIC SURVEY
 LB1597.in June 1991.
 LB1597
 LB1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1597.GEOID18 height accuracy estimate available here.
 LB1597
 LB1597.Click photographs - Photos may exist for this station.
 LB1597
 LB1597.The dynamic height is computed by dividing the NAVD 88
 LB1597.geopotential number by the normal gravity value computed on the
 LB1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1597.degrees latitude (g = 980.6199 gals.).
 LB1597
 LB1597.The modeled gravity was interpolated from observed gravity values.
 LB1597
 LB1597;                    North         East    Units  Estimated Accuracy
 LB1597;SPC IN W     -   567,530.      866,660.      MT  (+/- 180 meters Scaled)
 LB1597
 LB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595677(NAD 83)
 LB1597
 LB1597                          SUPERSEDED SURVEY CONTROL
 LB1597
 LB1597  NGVD 29 (??/??/92)  217.837  (m)          714.69   (f) ADJ UNCH    1 2
 LB1597
 LB1597.Superseded values are not recommended for survey control.
 LB1597
 LB1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1597.See file dsdata.pdf to determine how the superseded data were derived.
 LB1597
 LB1597_MARKER: DB = BENCH MARK DISK
 LB1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1597_STAMPING: X 15 1934
 LB1597_MARK LOGO: CGS
 LB1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1597+STABILITY: SURFACE MOTION
 LB1597
 LB1597  HISTORY     - Date     Condition        Report By
 LB1597  HISTORY     - 1934     MONUMENTED       CGS
 LB1597  HISTORY     - 1946     GOOD             CGS
 LB1597
 LB1597                          STATION DESCRIPTION
 LB1597
 LB1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1597'AT STEWART.
 LB1597'AT STEWART, WARREN COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LB1597'75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, AT THE
 LB1597'CROSSING OF THE CHICAGO AND EASTERN ILLINOIS RAILWAY, 107 FEET
 LB1597'SOUTH OF THE SOUTH RAIL OF THE C. AND E.I. RY., 25 FEET SOUTH
 LB1597'OF THE CENTERLINE OF A GRAVEL ROAD, 14 FEET EAST OF THE EAST
 LB1597'RAIL OF THE N.Y.C.R.R., 22 FEET NORTH OF THE NORTHWEST CORNER
 LB1597'OF A TOOL SHED, 5 FEET SOUTHWEST OF A TELEPHONE POLE, AND
 LB1597'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1597'X 15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 LB1597'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1076 ***********************************************************************
 ME1076  DESIGNATION -  X 151
 ME1076  PID         -  ME1076
 ME1076  STATE/COUNTY-  IN/PORTER
 ME1076  COUNTRY     -  US
 ME1076  USGS QUAD   -  CHESTERTON (2019)
 ME1076
 ME1076                         *CURRENT SURVEY CONTROL
 ME1076  ______________________________________________________________________
 ME1076* NAD 83(1986) POSITION- 41 32 59.30   (N) 087 03 58.23   (W)   HD_HELD1
 ME1076* NAVD 88 ORTHO HEIGHT -   214.994 (meters)      705.36  (feet) ADJUSTED
 ME1076  ______________________________________________________________________
 ME1076  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 ME1076  DYNAMIC HEIGHT  -        214.912 (meters)      705.09  (feet) COMP
 ME1076  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 ME1076
 ME1076  VERT ORDER      -  SECOND    CLASS 0
 ME1076
 ME1076.The horizontal coordinates were determined by differentially corrected
 ME1076.hand held GPS observations or other comparable positioning techniques
 ME1076.and have an estimated accuracy of +/- 3 meters.
 ME1076
 ME1076.The orthometric height was determined by differential leveling and
 ME1076.adjusted by the NATIONAL GEODETIC SURVEY
 ME1076.in June 1991.
 ME1076
 ME1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1076.GEOID18 height accuracy estimate available here.
 ME1076
 ME1076.Click photographs - Photos may exist for this station.
 ME1076
 ME1076.The dynamic height is computed by dividing the NAVD 88
 ME1076.geopotential number by the normal gravity value computed on the
 ME1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1076.degrees latitude (g = 980.6199 gals.).
 ME1076
 ME1076.The modeled gravity was interpolated from observed gravity values.
 ME1076
 ME1076;                    North         East    Units  Estimated Accuracy
 ME1076;SPC IN W     -   699,617.3     901,431.5     MT  (+/- 3 meters HH1 GPS) 
 ME1076
 ME1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9448199795(NAD 83)
 ME1076
 ME1076                          SUPERSEDED SURVEY CONTROL
 ME1076
 ME1076  NGVD 29 (??/??/92)  215.086  (m)          705.66   (f) ADJ UNCH    2 0
 ME1076
 ME1076.Superseded values are not recommended for survey control.
 ME1076
 ME1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1076.See file dsdata.pdf to determine how the superseded data were derived.
 ME1076
 ME1076_MARKER: DB = BENCH MARK DISK
 ME1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1076_STAMPING: X 151 1946
 ME1076_MARK LOGO: CGS
 ME1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1076+STABILITY: SURFACE MOTION
 ME1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1076+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2026
 ME1076
 ME1076  HISTORY     - Date     Condition        Report By
 ME1076  HISTORY     - 1946     MONUMENTED       CGS
 ME1076  HISTORY     - 20260218 GOOD             49LLS
 ME1076
 ME1076                          STATION DESCRIPTION
 ME1076
 ME1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1076'1.4 MI W FROM WOODSVILLE JUNCTION.
 ME1076'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF
 ME1076'STATE HIGHWAY 49 AT WOODSVILLE JUNCTION, PORTER COUNTY, IN THE
 ME1076'SOUTHEAST QUARTER OF THE INTERSECTION OF A GRAVEL ROAD (KNOWN
 ME1076'LOCALLY AS CAMPBELL ROAD), 41 FEET SOUTH OF THE CENTER LINE OF THE
 ME1076'HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 47 YARDS
 ME1076'EAST OF THE NORTHEAST CORNER OF A STUCCO SERVICE STATION, 4.0
 ME1076'FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE RIGHT-OF-WAY
 ME1076'FENCE, 3.0 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ME1076'LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED X 151 1946 AND
 ME1076'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ME1076'ABOVE GROUND.
 ME1076
 ME1076                          STATION RECOVERY (2026)
 ME1076
 ME1076'RECOVERY NOTE BY 49TH LATITUDE LAND SURVEY, LLC 2026 (TS)
 ME1076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0497 ***********************************************************************
 ME0497  DESIGNATION -  X 153
 ME0497  PID         -  ME0497
 ME0497  STATE/COUNTY-  IN/LA PORTE
 ME0497  COUNTRY     -  US
 ME0497  USGS QUAD   -  HAMLET (2019)
 ME0497
 ME0497                         *CURRENT SURVEY CONTROL
 ME0497  ______________________________________________________________________
 ME0497* NAD 83(1997) POSITION- 41 28 38.67263(N) 086 36 14.82046(W)   ADJUSTED
 ME0497* NAVD 88 ORTHO HEIGHT -   209.298 (meters)      686.67  (feet) ADJUSTED
 ME0497  ______________________________________________________________________
 ME0497  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 ME0497  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 ME0497  DYNAMIC HEIGHT  -        209.215 (meters)      686.40  (feet) COMP
 ME0497  MODELED GRAVITY -    980,223.7   (mgal)                       NAVD 88
 ME0497
 ME0497  HORZ ORDER      -  SECOND
 ME0497  VERT ORDER      -  SECOND    CLASS 0
 ME0497
 ME0497.The horizontal coordinates were established by classical geodetic methods
 ME0497.and adjusted by the National Geodetic Survey in May 1999.
 ME0497
 ME0497.The orthometric height was determined by differential leveling and
 ME0497.adjusted by the NATIONAL GEODETIC SURVEY
 ME0497.in June 1991.
 ME0497
 ME0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0497.GEOID18 height accuracy estimate available here.
 ME0497
 ME0497.Click photographs - Photos may exist for this station.
 ME0497
 ME0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0497
 ME0497.The dynamic height is computed by dividing the NAVD 88
 ME0497.geopotential number by the normal gravity value computed on the
 ME0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0497.degrees latitude (g = 980.6199 gals.).
 ME0497
 ME0497.The modeled gravity was interpolated from observed gravity values.
 ME0497
 ME0497. The following values were computed from the NAD 83(1997) position.
 ME0497
 ME0497;                    North         East     Units Scale Factor Converg.
 ME0497;SPC IN W     -   691,687.640   940,025.371   MT  0.99998637   +0 19 02.6
 ME0497;SPC IN W     - 2,269,311.87  3,084,066.57   sFT  0.99998637   +0 19 02.6
 ME0497;UTM  16      - 4,591,831.831   533,053.022   MT  0.99961344   +0 15 43.9
 ME0497
 ME0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0497!SPC IN W     -   0.99997248  x   0.99998637  =   0.99995885
 ME0497!UTM  16      -   0.99997248  x   0.99961344  =   0.99958593
 ME0497
 ME0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3305391831(NAD 83)
 ME0497
 ME0497                          SUPERSEDED SURVEY CONTROL
 ME0497
 ME0497  NAD 83(1986)-  41 28 38.67608(N)    086 36 14.82550(W) AD(       ) 2
 ME0497  NAD 27      -  41 28 38.51820(N)    086 36 14.76490(W) AD(       ) 2
 ME0497  NGVD 29 (??/??/92)  209.410  (m)          687.04   (f) ADJ UNCH    2 0
 ME0497  NGVD 29             209.41   (m)          687.0    (f) LEVELING    3  
 ME0497
 ME0497.Superseded values are not recommended for survey control.
 ME0497
 ME0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0497.See file dsdata.pdf to determine how the superseded data were derived.
 ME0497
 ME0497_MARKER: DB = BENCH MARK DISK
 ME0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0497_SP_SET: BRIDGE
 ME0497_STAMPING: X 153 1946
 ME0497_MARK LOGO: CGS
 ME0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0497
 ME0497  HISTORY     - Date     Condition        Report By
 ME0497  HISTORY     - 1946     MONUMENTED       CGS
 ME0497  HISTORY     - 1960     GOOD             CGS
 ME0497  HISTORY     - 20120202 MARK NOT FOUND   INDOT
 ME0497
 ME0497                          STATION DESCRIPTION
 ME0497
 ME0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0497'1.8 MI E FROM LUCAS CORNER.
 ME0497'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 ME0497'U.S. HIGHWAY 35 AT LUCAS CORNER, LA PORTE COUNTY, AT A 100-FOOT
 ME0497'BRIDGE OVER KANKAKEE RIVER, IN THE TOP OF THE EAST END OF THE
 ME0497'SOUTH CONCRETE RAILING, 15 FEET SOUTH OF THE CENTER LINE OF THE
 ME0497'HIGHWAY, AND 3.7 FEET ABOVE THE PAVEMENT.  A BRONZE DISK,
 ME0497'STAMPED X 153 1946.
 ME0497
 ME0497                          STATION RECOVERY (1960)
 ME0497
 ME0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0497'RECOVERED IN GOOD CONDITION.
 ME0497
 ME0497                          STATION RECOVERY (2012)
 ME0497
 ME0497'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2012 (DLF)
 ME0497'THIS BRIDGE HAS BEEN REPLACED BY A NEW STRUCTURE AND BENCH MARK WAS
 ME0497'DESTOYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0807 ***********************************************************************
 ME0807  DESIGNATION -  X 154
 ME0807  PID         -  ME0807
 ME0807  STATE/COUNTY-  IN/LA PORTE
 ME0807  COUNTRY     -  US
 ME0807  USGS QUAD   -  STILLWELL (2019)
 ME0807
 ME0807                         *CURRENT SURVEY CONTROL
 ME0807  ______________________________________________________________________
 ME0807* NAD 83(1986) POSITION- 41 34 12.     (N) 086 35 56.     (W)   SCALED
 ME0807* NAVD 88 ORTHO HEIGHT -   222.666 (meters)      730.53  (feet) ADJUSTED
 ME0807  ______________________________________________________________________
 ME0807  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 ME0807  DYNAMIC HEIGHT  -        222.579 (meters)      730.24  (feet) COMP
 ME0807  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 ME0807
 ME0807  VERT ORDER      -  SECOND    CLASS 0
 ME0807
 ME0807.The horizontal coordinates were scaled from a map and have
 ME0807.an estimated accuracy of +/- 6 seconds.
 ME0807
 ME0807.The orthometric height was determined by differential leveling and
 ME0807.adjusted by the NATIONAL GEODETIC SURVEY
 ME0807.in June 1991.
 ME0807
 ME0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0807.GEOID18 height accuracy estimate available here.
 ME0807
 ME0807.Click photographs - Photos may exist for this station.
 ME0807
 ME0807.The dynamic height is computed by dividing the NAVD 88
 ME0807.geopotential number by the normal gravity value computed on the
 ME0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0807.degrees latitude (g = 980.6199 gals.).
 ME0807
 ME0807.The modeled gravity was interpolated from observed gravity values.
 ME0807
 ME0807;                    North         East    Units  Estimated Accuracy
 ME0807;SPC IN W     -   701,970.      940,400.      MT  (+/- 180 meters Scaled)
 ME0807
 ME0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM334021(NAD 83)
 ME0807
 ME0807                          SUPERSEDED SURVEY CONTROL
 ME0807
 ME0807  NGVD 29 (??/??/92)  222.772  (m)          730.88   (f) ADJ UNCH    2 0
 ME0807
 ME0807.Superseded values are not recommended for survey control.
 ME0807
 ME0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0807.See file dsdata.pdf to determine how the superseded data were derived.
 ME0807
 ME0807_MARKER: DB = BENCH MARK DISK
 ME0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0807_STAMPING: X 154 1946
 ME0807_MARK LOGO: CGS
 ME0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0807+STABILITY: SURFACE MOTION
 ME0807
 ME0807  HISTORY     - Date     Condition        Report By
 ME0807  HISTORY     - 1946     MONUMENTED       CGS
 ME0807  HISTORY     - 1974     MARK NOT FOUND   USGS
 ME0807
 ME0807                          STATION DESCRIPTION
 ME0807
 ME0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0807'7.4 MI SE FROM LA PORTE.
 ME0807'ABOUT 7.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0807'HOUSE AT LA PORTE, ABOUT 0.8 MILE NORTHEAST OF THE JUNCTION OF
 ME0807'STATE HIGHWAY 104, ABOUT 0.1 MILE EAST OF A ROAD NORTH, ABOUT 70
 ME0807'YARDS EAST OF HERMAN JOHNSONS HOUSE, 112 FEET NORTHWEST OF THE
 ME0807'NORTHWEST CORNER OF AN OLD BARN, 73 FEET NORTH OF THE NORTHWEST
 ME0807'CORNER OF A CORN CRIB, 34 FEET NORTHEAST OF A 12 INCH APPLE TREE,
 ME0807'10 FEET EAST OF THE CENTER LINE OF A DRIVE LEADING TO THE BARN,
 ME0807'2 FEET SOUTH OF THE FENCE LINE, 1.5 FOOT WEST OF A WHITE WOODEN
 ME0807'WITNESS POST, ABOUT 1.5 FOOT ABOVE THE HIGHWAY, AND SET IN THE
 ME0807'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0807
 ME0807                          STATION RECOVERY (1974)
 ME0807
 ME0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ME0807'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1379 ***********************************************************************
 ME1379  DESIGNATION -  X 156
 ME1379  PID         -  ME1379
 ME1379  STATE/COUNTY-  IN/JASPER
 ME1379  COUNTRY     -  US
 ME1379  USGS QUAD   -  DEMOTTE (2019)
 ME1379
 ME1379                         *CURRENT SURVEY CONTROL
 ME1379  ______________________________________________________________________
 ME1379* NAD 83(1986) POSITION- 41 08 50.     (N) 087 10 47.     (W)   SCALED
 ME1379* NAVD 88 ORTHO HEIGHT -   210.674 (meters)      691.19  (feet) ADJUSTED
 ME1379  ______________________________________________________________________
 ME1379  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 ME1379  DYNAMIC HEIGHT  -        210.584 (meters)      690.89  (feet) COMP
 ME1379  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 ME1379
 ME1379  VERT ORDER      -  SECOND    CLASS 0
 ME1379
 ME1379.The horizontal coordinates were scaled from a map and have
 ME1379.an estimated accuracy of +/- 6 seconds.
 ME1379
 ME1379.The orthometric height was determined by differential leveling and
 ME1379.adjusted by the NATIONAL GEODETIC SURVEY
 ME1379.in June 1991.
 ME1379
 ME1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1379.GEOID18 height accuracy estimate available here.
 ME1379
 ME1379.Click photographs - Photos may exist for this station.
 ME1379
 ME1379.The dynamic height is computed by dividing the NAVD 88
 ME1379.geopotential number by the normal gravity value computed on the
 ME1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1379.degrees latitude (g = 980.6199 gals.).
 ME1379
 ME1379.The modeled gravity was interpolated from observed gravity values.
 ME1379
 ME1379;                    North         East    Units  Estimated Accuracy
 ME1379;SPC IN W     -   654,910.      891,910.      MT  (+/- 180 meters Scaled)
 ME1379
 ME1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL849551(NAD 83)
 ME1379
 ME1379                          SUPERSEDED SURVEY CONTROL
 ME1379
 ME1379  NGVD 29 (??/??/92)  210.761  (m)          691.47   (f) ADJ UNCH    2 0
 ME1379
 ME1379.Superseded values are not recommended for survey control.
 ME1379
 ME1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1379.See file dsdata.pdf to determine how the superseded data were derived.
 ME1379
 ME1379_MARKER: DB = BENCH MARK DISK
 ME1379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1379_SP_SET: CULVERT HEADWALL
 ME1379_STAMPING: X 156 1946
 ME1379_MARK LOGO: CGS
 ME1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1379+STABILITY: SURFACE MOTION
 ME1379
 ME1379  HISTORY     - Date     Condition        Report By
 ME1379  HISTORY     - 1946     MONUMENTED       CGS
 ME1379  HISTORY     - 19870730 GOOD             NGS
 ME1379  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 ME1379  HISTORY     - 20120409 MARK NOT FOUND   IN-073
 ME1379
 ME1379                          STATION DESCRIPTION
 ME1379
 ME1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1379'2.2 MI N FROM VIRGIE.
 ME1379'ABOUT 2.2 MILES NORTH ON CO RD 700 W FROM THE CROSS ROADS AT
 ME1379'VIRGIE, 0.2 MILE NORTH OF THE INTERSECTION WITH STATE HIGHWAY
 ME1379'110, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 ME1379'4 1/2 FOOT PIPE CULVERT, 13 FEET WEST OF THE CENTER LINE OF THE
 ME1379'ROAD, AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
 ME1379
 ME1379                          STATION RECOVERY (1987)
 ME1379
 ME1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ME1379'RECOVERED IN GOOD CONDITION.  ADD-THE GRAVEL ROAD IS COUNTY ROUTE 700
 ME1379'W.
 ME1379
 ME1379                          STATION RECOVERY (2008)
 ME1379
 ME1379'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1379'HEADWALL ERODED OR BURIED
 ME1379
 ME1379                          STATION RECOVERY (2012)
 ME1379
 ME1379'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1057 ***********************************************************************
 MD1057  DESIGNATION -  X 157
 MD1057  PID         -  MD1057
 MD1057  STATE/COUNTY-  IN/KOSCIUSKO
 MD1057  COUNTRY     -  US
 MD1057  USGS QUAD   -  LEESBURG (2019)
 MD1057
 MD1057                         *CURRENT SURVEY CONTROL
 MD1057  ______________________________________________________________________
 MD1057* NAD 83(1986) POSITION- 41 21 43.14   (N) 085 50 40.89   (W)   HD_HELD1
 MD1057* NAVD 88 ORTHO HEIGHT -   259.848 (meters)      852.52  (feet) ADJUSTED
 MD1057  ______________________________________________________________________
 MD1057  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 MD1057  DYNAMIC HEIGHT  -        259.744 (meters)      852.18  (feet) COMP
 MD1057  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 MD1057
 MD1057  VERT ORDER      -  FIRST     CLASS II
 MD1057
 MD1057.The horizontal coordinates were determined by differentially corrected
 MD1057.hand held GPS observations or other comparable positioning techniques
 MD1057.and have an estimated accuracy of +/- 3 meters.
 MD1057
 MD1057.The orthometric height was determined by differential leveling and
 MD1057.adjusted by the NATIONAL GEODETIC SURVEY
 MD1057.in June 1991.
 MD1057
 MD1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1057.GEOID18 height accuracy estimate available here.
 MD1057
 MD1057.Click photographs - Photos may exist for this station.
 MD1057
 MD1057.The dynamic height is computed by dividing the NAVD 88
 MD1057.geopotential number by the normal gravity value computed on the
 MD1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1057.degrees latitude (g = 980.6199 gals.).
 MD1057
 MD1057.The modeled gravity was interpolated from observed gravity values.
 MD1057
 MD1057;                    North         East    Units  Estimated Accuracy
 MD1057;SPC IN E     -   678,773.1      85,104.6     MT  (+/- 3 meters HH1 GPS) 
 MD1057
 MD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9663079585(NAD 83)
 MD1057
 MD1057                          SUPERSEDED SURVEY CONTROL
 MD1057
 MD1057  NGVD 29 (??/??/92)  259.981  (m)          852.95   (f) ADJ UNCH    1 2
 MD1057
 MD1057.Superseded values are not recommended for survey control.
 MD1057
 MD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1057.See file dsdata.pdf to determine how the superseded data were derived.
 MD1057
 MD1057_MARKER: DB = BENCH MARK DISK
 MD1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1057_STAMPING: X 157 1946
 MD1057_MARK LOGO: CGS
 MD1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1057+STABILITY: SURFACE MOTION
 MD1057
 MD1057  HISTORY     - Date     Condition        Report By
 MD1057  HISTORY     - 1946     MONUMENTED       CGS
 MD1057  HISTORY     - 1989     GOOD             USPSQD
 MD1057  HISTORY     - 19930111 MARK NOT FOUND   NGS
 MD1057  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 MD1057
 MD1057                          STATION DESCRIPTION
 MD1057
 MD1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1057'2 MI N FROM LEESBURG.
 MD1057'2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1057'STATION AT LEESBURG, 340 FEET SOUTH OF A ROAD CROSSING, 36 FEET
 MD1057'EAST OF THE CENTER LINE OF A PAVED ROAD PARALLELING THE TRACK,
 MD1057'25 FEET WEST OF THE WEST RAIL, 15 FEET NORTHEAST OF POWER LINE
 MD1057'POLE NO. 503/656, 1.5 FOOT WEST OF MILE POST 71, ABOUT LEVEL
 MD1057'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1057'5 IN.
 MD1057
 MD1057                          STATION RECOVERY (1989)
 MD1057
 MD1057'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPC)
 MD1057'RECOVERED IN GOOD CONDITION.
 MD1057
 MD1057                          STATION RECOVERY (1993)
 MD1057
 MD1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1057'MONUMENT WAS FOUND WITH THE DISK MISSING.
 MD1057
 MD1057                          STATION RECOVERY (1997)
 MD1057
 MD1057'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1184 ***********************************************************************
 MD1184  DESIGNATION -  X 158
 MD1184  PID         -  MD1184
 MD1184  STATE/COUNTY-  IN/ELKHART
 MD1184  COUNTRY     -  US
 MD1184  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1184
 MD1184                         *CURRENT SURVEY CONTROL
 MD1184  ______________________________________________________________________
 MD1184* NAD 83(1986) POSITION- 41 27 07.     (N) 085 41 49.     (W)   SCALED
 MD1184* NAVD 88 ORTHO HEIGHT -   261.066 (meters)      856.51  (feet) ADJUSTED
 MD1184  ______________________________________________________________________
 MD1184  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 MD1184  DYNAMIC HEIGHT  -        260.959 (meters)      856.16  (feet) COMP
 MD1184  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 MD1184
 MD1184  VERT ORDER      -  SECOND    CLASS 0
 MD1184
 MD1184.The horizontal coordinates were scaled from a map and have
 MD1184.an estimated accuracy of +/- 6 seconds.
 MD1184
 MD1184.The orthometric height was determined by differential leveling and
 MD1184.adjusted by the NATIONAL GEODETIC SURVEY
 MD1184.in June 1991.
 MD1184
 MD1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1184.GEOID18 height accuracy estimate available here.
 MD1184
 MD1184.Click photographs - Photos may exist for this station.
 MD1184
 MD1184.The dynamic height is computed by dividing the NAVD 88
 MD1184.geopotential number by the normal gravity value computed on the
 MD1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1184.degrees latitude (g = 980.6199 gals.).
 MD1184
 MD1184.The modeled gravity was interpolated from observed gravity values.
 MD1184
 MD1184;                    North         East    Units  Estimated Accuracy
 MD1184;SPC IN E     -   688,750.       97,470.      MT  (+/- 180 meters Scaled)
 MD1184
 MD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL088897(NAD 83)
 MD1184
 MD1184                          SUPERSEDED SURVEY CONTROL
 MD1184
 MD1184  NGVD 29 (??/??/92)  261.194  (m)          856.93   (f) ADJ UNCH    2 0
 MD1184
 MD1184.Superseded values are not recommended for survey control.
 MD1184
 MD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1184.See file dsdata.pdf to determine how the superseded data were derived.
 MD1184
 MD1184_MARKER: DB = BENCH MARK DISK
 MD1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1184_SP_SET: ABUTMENT
 MD1184_STAMPING: X 158 1946
 MD1184_MARK LOGO: CGS
 MD1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1184
 MD1184  HISTORY     - Date     Condition        Report By
 MD1184  HISTORY     - 1946     MONUMENTED       CGS
 MD1184
 MD1184                          STATION DESCRIPTION
 MD1184
 MD1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1184'6.8 MI SW FROM LIGONIER.
 MD1184'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1184'LIGONIER, THENCE ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 6, AT THE
 MD1184'JUNCTION OF STATE HIGHWAY 13 LEADING NORTH, 365 FEET NORTH OF THE
 MD1184'CENTER LINE OF HIGHWAY 6, 23 FEET EAST OF THE CENTER LINE OF
 MD1184'HIGHWAY 13, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT
 MD1184'OF A 14 FOOT CONCRETE BRIDGE ON HIGHWAY 13, ABOUT LEVEL WITH
 MD1184'THE HIGHWAY, AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1135 ***********************************************************************
 MD1135  DESIGNATION -  X 159
 MD1135  PID         -  MD1135
 MD1135  STATE/COUNTY-  IN/KOSCIUSKO
 MD1135  COUNTRY     -  US
 MD1135  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1135
 MD1135                         *CURRENT SURVEY CONTROL
 MD1135  ______________________________________________________________________
 MD1135* NAD 83(1986) POSITION- 41 23 16.     (N) 085 42 08.     (W)   SCALED
 MD1135* NAVD 88 ORTHO HEIGHT -   266.874 (meters)      875.57  (feet) ADJUSTED
 MD1135  ______________________________________________________________________
 MD1135  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 MD1135  DYNAMIC HEIGHT  -        266.763 (meters)      875.20  (feet) COMP
 MD1135  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 MD1135
 MD1135  VERT ORDER      -  SECOND    CLASS 0
 MD1135
 MD1135.The horizontal coordinates were scaled from a map and have
 MD1135.an estimated accuracy of +/- 6 seconds.
 MD1135
 MD1135.The orthometric height was determined by differential leveling and
 MD1135.adjusted by the NATIONAL GEODETIC SURVEY
 MD1135.in June 1991.
 MD1135
 MD1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1135.GEOID18 height accuracy estimate available here.
 MD1135
 MD1135.Click photographs - Photos may exist for this station.
 MD1135
 MD1135.The dynamic height is computed by dividing the NAVD 88
 MD1135.geopotential number by the normal gravity value computed on the
 MD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1135.degrees latitude (g = 980.6199 gals.).
 MD1135
 MD1135.The modeled gravity was interpolated from observed gravity values.
 MD1135
 MD1135;                    North         East    Units  Estimated Accuracy
 MD1135;SPC IN E     -   681,620.       97,030.      MT  (+/- 180 meters Scaled)
 MD1135
 MD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085826(NAD 83)
 MD1135
 MD1135                          SUPERSEDED SURVEY CONTROL
 MD1135
 MD1135  NGVD 29 (??/??/92)  266.998  (m)          875.98   (f) ADJ UNCH    2 0
 MD1135
 MD1135.Superseded values are not recommended for survey control.
 MD1135
 MD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1135.See file dsdata.pdf to determine how the superseded data were derived.
 MD1135
 MD1135_MARKER: DB = BENCH MARK DISK
 MD1135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1135_SP_SET: CULVERT HEADWALL
 MD1135_STAMPING: X 159 1946
 MD1135_MARK LOGO: CGS
 MD1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1135+STABILITY: SURFACE MOTION
 MD1135
 MD1135  HISTORY     - Date     Condition        Report By
 MD1135  HISTORY     - 1946     MONUMENTED       CGS
 MD1135  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1135
 MD1135                          STATION DESCRIPTION
 MD1135
 MD1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1135'3.9 MI SE FROM SYRACUSE.
 MD1135'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE BALTIMORE
 MD1135'AND OHIO RAILROAD STATION AT SYRACUSE, ABOUT 4.35 MILES NORTH
 MD1135'ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT NORTH WEBSTER, AT
 MD1135'THE APPROXIMATE CENTER OF A LONG CURVE IN HIGHWAY 13 WITH
 MD1135'TANGENTS EXTENDING SOUTH AND NORTHWEST, ABOUT 140 FEET SOUTHEAST
 MD1135'OF THE ENTRANCE TO THE SOUTH SHORE GOLF COURSE, SET IN THE TOP
 MD1135'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 MD1135'16 INCH PIPE CULVERT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MD1135'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A DRILL HOLE.
 MD1135
 MD1135                          STATION RECOVERY (1997)
 MD1135
 MD1135'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1273 ***********************************************************************
 LB1273  DESIGNATION -  X 16
 LB1273  PID         -  LB1273
 LB1273  STATE/COUNTY-  IN/NEWTON
 LB1273  COUNTRY     -  US
 LB1273  USGS QUAD   -  MOROCCO (2019)
 LB1273
 LB1273                         *CURRENT SURVEY CONTROL
 LB1273  ______________________________________________________________________
 LB1273* NAD 83(1986) POSITION- 40 56 46.     (N) 087 26 38.     (W)   SCALED
 LB1273* NAVD 88 ORTHO HEIGHT -   207.266 (meters)      680.01  (feet) ADJUSTED
 LB1273  ______________________________________________________________________
 LB1273  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 LB1273  DYNAMIC HEIGHT  -        207.176 (meters)      679.71  (feet) COMP
 LB1273  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 LB1273
 LB1273  VERT ORDER      -  FIRST     CLASS II
 LB1273
 LB1273.The horizontal coordinates were scaled from a map and have
 LB1273.an estimated accuracy of +/- 6 seconds.
 LB1273
 LB1273.The orthometric height was determined by differential leveling and
 LB1273.adjusted by the NATIONAL GEODETIC SURVEY
 LB1273.in June 1991.
 LB1273
 LB1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1273.GEOID18 height accuracy estimate available here.
 LB1273
 LB1273.Click photographs - Photos may exist for this station.
 LB1273
 LB1273.The dynamic height is computed by dividing the NAVD 88
 LB1273.geopotential number by the normal gravity value computed on the
 LB1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1273.degrees latitude (g = 980.6199 gals.).
 LB1273
 LB1273.The modeled gravity was interpolated from observed gravity values.
 LB1273
 LB1273;                    North         East    Units  Estimated Accuracy
 LB1273;SPC IN W     -   632,640.      869,640.      MT  (+/- 180 meters Scaled)
 LB1273
 LB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626328(NAD 83)
 LB1273
 LB1273                          SUPERSEDED SURVEY CONTROL
 LB1273
 LB1273  NGVD 29 (??/??/92)  207.342  (m)          680.25   (f) ADJ UNCH    1 2
 LB1273
 LB1273.Superseded values are not recommended for survey control.
 LB1273
 LB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1273.See file dsdata.pdf to determine how the superseded data were derived.
 LB1273
 LB1273_MARKER: DB = BENCH MARK DISK
 LB1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1273_STAMPING: X 16 1934
 LB1273_MARK LOGO: CGS
 LB1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1273+STABILITY: SURFACE MOTION
 LB1273
 LB1273  HISTORY     - Date     Condition        Report By
 LB1273  HISTORY     - 1934     MONUMENTED       CGS
 LB1273  HISTORY     - 1944     GOOD             CGS
 LB1273  HISTORY     - 20180319 MARK NOT FOUND   INDOT
 LB1273
 LB1273                          STATION DESCRIPTION
 LB1273
 LB1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LB1273'AT MOROCCO.
 LB1273'AT MOROCCO, NEWTON COUNTY, 63 FEET NORTH OF THE NORTH SIDE OF THE
 LB1273'NEW YORK CENTRAL RAILROAD STATION, 50 YARDS NORTHWEST OF A WATER
 LB1273'TANK, AT THE NORTH EDGE OF A FLOWER GARDEN, 4 FEET SOUTH OF A SHED,
 LB1273'20 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL
 LB1273'WITH THE RAIL.  A STANDARD DISK, STAMPED X 16 1934 AND SET IN
 LB1273'THE TOP OF A CONCRETE POST.
 LB1273
 LB1273                          STATION RECOVERY (2018)
 LB1273
 LB1273'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (AR)
 LB1273'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0846 ***********************************************************************
 MD0846  DESIGNATION -  X 161
 MD0846  PID         -  MD0846
 MD0846  STATE/COUNTY-  IN/NOBLE
 MD0846  COUNTRY     -  US
 MD0846  USGS QUAD   -  CORUNNA (2019)
 MD0846
 MD0846                         *CURRENT SURVEY CONTROL
 MD0846  ______________________________________________________________________
 MD0846* NAD 83(1986) POSITION- 41 23 41.     (N) 085 14 48.     (W)   SCALED
 MD0846* NAVD 88 ORTHO HEIGHT -   302.115 (meters)      991.19  (feet) ADJUSTED
 MD0846  ______________________________________________________________________
 MD0846  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 MD0846  DYNAMIC HEIGHT  -        301.994 (meters)      990.79  (feet) COMP
 MD0846  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 MD0846
 MD0846  VERT ORDER      -  SECOND    CLASS 0
 MD0846
 MD0846.The horizontal coordinates were scaled from a map and have
 MD0846.an estimated accuracy of +/- 6 seconds.
 MD0846
 MD0846.The orthometric height was determined by differential leveling and
 MD0846.adjusted by the NATIONAL GEODETIC SURVEY
 MD0846.in June 1991.
 MD0846
 MD0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0846.GEOID18 height accuracy estimate available here.
 MD0846
 MD0846.Click photographs - Photos may exist for this station.
 MD0846
 MD0846.The dynamic height is computed by dividing the NAVD 88
 MD0846.geopotential number by the normal gravity value computed on the
 MD0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0846.degrees latitude (g = 980.6199 gals.).
 MD0846
 MD0846.The modeled gravity was interpolated from observed gravity values.
 MD0846
 MD0846;                    North         East    Units  Estimated Accuracy
 MD0846;SPC IN E     -   682,480.      135,120.      MT  (+/- 180 meters Scaled)
 MD0846
 MD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL465840(NAD 83)
 MD0846
 MD0846                          SUPERSEDED SURVEY CONTROL
 MD0846
 MD0846  NGVD 29 (??/??/92)  302.255  (m)          991.65   (f) ADJ UNCH    2 0
 MD0846
 MD0846.Superseded values are not recommended for survey control.
 MD0846
 MD0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0846.See file dsdata.pdf to determine how the superseded data were derived.
 MD0846
 MD0846_MARKER: DB = BENCH MARK DISK
 MD0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0846_SP_SET: CULVERT HEADWALL
 MD0846_STAMPING: X 161 1946
 MD0846_MARK LOGO: CGS
 MD0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0846+STABILITY: SURFACE MOTION
 MD0846
 MD0846  HISTORY     - Date     Condition        Report By
 MD0846  HISTORY     - 1946     MONUMENTED       CGS
 MD0846  HISTORY     - 1962     GOOD             CGS
 MD0846
 MD0846                          STATION DESCRIPTION
 MD0846
 MD0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0846'1.2 MI S FROM LISBON.
 MD0846'ABOUT 1.2 MILES S ALONG NO. 3 INDIANA HWY. FROM THE CROSSROADS
 MD0846'AT LISBON, AT L-JUNCTION OF THE SAID AND NO. 8 INDIANA HWY.,
 MD0846'ABOUT 52 YARDS N OF INTERSECTION OF CENTER LINES, 32 FEET ENE
 MD0846'OF CENTER LINE OF NO. 3 HWY., ABOUT 2-1/2 FEET LOWER THAN THE
 MD0846'SAME, 1.0 FEET S OF N END OF SLIGHTLY OBTUSE-ANGLED CONCRETE
 MD0846'HEADWALL OF A 4-FOOT IRON PIPE CULVERT THAT PASSES UNDER THE
 MD0846'ROAD INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0857 ***********************************************************************
 MD0857  DESIGNATION -  X 162
 MD0857  PID         -  MD0857
 MD0857  STATE/COUNTY-  IN/NOBLE
 MD0857  COUNTRY     -  US
 MD0857  USGS QUAD   -  GARRETT (2019)
 MD0857
 MD0857                         *CURRENT SURVEY CONTROL
 MD0857  ______________________________________________________________________
 MD0857* NAD 83(1997) POSITION- 41 18 42.65691(N) 085 12 30.84481(W)   ADJUSTED
 MD0857* NAVD 88 ORTHO HEIGHT -   268.136 (meters)      879.71  (feet) ADJUSTED
 MD0857  ______________________________________________________________________
 MD0857  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 MD0857  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 MD0857  DYNAMIC HEIGHT  -        268.029 (meters)      879.36  (feet) COMP
 MD0857  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 MD0857
 MD0857  HORZ ORDER      -  SECOND
 MD0857  VERT ORDER      -  SECOND    CLASS 0
 MD0857
 MD0857.The horizontal coordinates were established by classical geodetic methods
 MD0857.and adjusted by the National Geodetic Survey in May 1999.
 MD0857
 MD0857.The orthometric height was determined by differential leveling and
 MD0857.adjusted by the NATIONAL GEODETIC SURVEY
 MD0857.in June 1991.
 MD0857
 MD0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0857.GEOID18 height accuracy estimate available here.
 MD0857
 MD0857.Click photographs - Photos may exist for this station.
 MD0857
 MD0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0857
 MD0857.The dynamic height is computed by dividing the NAVD 88
 MD0857.geopotential number by the normal gravity value computed on the
 MD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0857.degrees latitude (g = 980.6199 gals.).
 MD0857
 MD0857.The modeled gravity was interpolated from observed gravity values.
 MD0857
 MD0857. The following values were computed from the NAD 83(1997) position.
 MD0857
 MD0857;                    North         East     Units Scale Factor Converg.
 MD0857;SPC IN E     -   673,291.281   138,358.758   MT  0.99998477   +0 18 08.7
 MD0857;SPC IN E     - 2,208,956.48    453,932.03   sFT  0.99998477   +0 18 08.7
 MD0857;UTM  16      - 4,574,924.055   649,953.011   MT  0.99987674   +1 10 58.2
 MD0857
 MD0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0857!SPC IN E     -   0.99996311  x   0.99998477  =   0.99994789
 MD0857!UTM  16      -   0.99996311  x   0.99987674  =   0.99983986
 MD0857
 MD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4995374924(NAD 83)
 MD0857
 MD0857                          SUPERSEDED SURVEY CONTROL
 MD0857
 MD0857  NAD 83(1995)-  41 18 42.65712(N)    085 12 30.84925(W) AD(       ) 2
 MD0857  NAD 83(1986)-  41 18 42.65801(N)    085 12 30.85740(W) AD(       ) 2
 MD0857  NAD 27      -  41 18 42.47840(N)    085 12 30.96930(W) AD(       ) 2
 MD0857  NGVD 29 (??/??/92)  268.282  (m)          880.19   (f) ADJ UNCH    2 0
 MD0857  NGVD 29             268.28   (m)          880.2    (f) LEVELING    3  
 MD0857
 MD0857.Superseded values are not recommended for survey control.
 MD0857
 MD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0857.See file dsdata.pdf to determine how the superseded data were derived.
 MD0857
 MD0857_MARKER: DB = BENCH MARK DISK
 MD0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0857_STAMPING: X 162 1946
 MD0857_MARK LOGO: CGS
 MD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0857+STABILITY: SURFACE MOTION
 MD0857
 MD0857  HISTORY     - Date     Condition        Report By
 MD0857  HISTORY     - 1946     MONUMENTED       CGS
 MD0857  HISTORY     - 1962     GOOD             CGS
 MD0857  HISTORY     - 1963     GOOD             CGS
 MD0857  HISTORY     - 1963     GOOD             CGS
 MD0857
 MD0857                          STATION DESCRIPTION
 MD0857
 MD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0857'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 3 ABOUT
 MD0857'4.0 MILES SOUTH OF AVILLA ON THE SOUTH SIDE OF SWAN.  IT IS 40 FEET
 MD0857'EAST OF THE CENTERLINE OF STATE HIGHWAY 3, 4 FEET NORTH OF TELEPHONE
 MD0857'POLE NO. T-748 AND 76 FEET NORTHEAST OF A
 MD0857'40 INCH OAK TREE.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 MD0857'STATION SWAN AND THE DISTANCE WAS FOUND TO BE
 MD0857'40.136 METERS.  THE MARK IS A 12 X 12 CONCRETE BLOCK PROJECTING
 MD0857'ABOUT 4 INCHES AND THE DISK IS A STANDARD
 MD0857'U.S.C. AND G. S. BENCH MARK STAMPED X-162 1946.
 MD0857'
 MD0857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 8 IN
 MD0857'AVILLA, GO SOUTH ON STATE HIGHWAY
 MD0857'3 FOR 0.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MD0857'
 MD0857'THIS IS A TRAVERSE STATION.
 MD0857
 MD0857                          STATION RECOVERY (1962)
 MD0857
 MD0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0857'1.7 MI N FROM LAOTTO.
 MD0857'ABOUT 1.7 MILES NORTHERLY ALONG NO. 3 INDIANA HWY. FROM ITS
 MD0857'INTERSECTION WITH NO. 205 INDIANA HWY. IN LAOTTO, ABOUT 0.25 MILE
 MD0857'SSW OF THE Y-JUNCTION WITH SWAN ROAD, ABOUT 50 YARDS N OF CREST OF
 MD0857'HWY. GRADES, 79 FEET NE OF CENTER OF A 4-FOOT LONE OAK TREE ON W SIDE
 MD0857'OF HWY., 39 FEET ENE OF CENTER LINE OF 22-FOOT HWY. PAVEMENT,
 MD0857'2.5 FEET LOWER THAN SAME, 4 FEET N OF NO. T-478 TELEPHONE POLE,
 MD0857'1.3 FEET S OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE
 MD0857'GROUND.
 MD0857
 MD0857                          STATION RECOVERY (1963)
 MD0857
 MD0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0857'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGIANLLY DESCRIBED,
 MD0857'EXCEPT THAT THE DISTANCE TO
 MD0857'TRIANGULATION STATION SWAN WAS MEASURED WITH A 300-FOOT TAPE AS
 MD0857'132.65 FEET (40.432 METERS)
 MD0857'INSTEAD OF THE 40.136 METERS OR 131.68 FEET OF THE ORIGINAL
 MD0857'DESCRIPTION.  THE AZIMUTH OF THE
 MD0857'ORIGINAL DESCRIPTION, 83 DEG 45 MIN 03.4 SEC, APPEARS TO BE CORRECT.
 MD0857'
 MD0857'ABOUT 1.6 MILES NORTHERLY ALONG NO. 3 INDIANA HWY. FROM ITS SKEWED
 MD0857'INTERSECTION WITH NO.  205
 MD0857'INDIANA HIGHWAY, AT THE R.R. CROSSING IN LAOTTO, OR ABOUT 0.25 MILE
 MD0857'SOUTHEASTERLY ALONG NO. 3 FROM ITS
 MD0857'Y/INTERSECTION-ON-CURVE WITH SWAN ROAD IN THE SW EDGE OF THE VILLAGE
 MD0857'OF SWAN, ABOUT 50 YARDS N OF THE LOCAL
 MD0857'CREST OF THE HWY. GRADES, 39 FEET NE OF CENTER LINE OF 22-FOOT HWY.
 MD0857'PAVEMENT, 2.5 FEET LOWER THAN SAME, 4
 MD0857'FEET N OF NO. T-748 TELEPHONE, AND 1.3 FEET S
 MD0857'OF STEEL WITNESS POST.
 MD0857
 MD0857                          STATION RECOVERY (1963)
 MD0857
 MD0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0696 ***********************************************************************
 MD0696  DESIGNATION -  X 163
 MD0696  PID         -  MD0696
 MD0696  STATE/COUNTY-  IN/ALLEN
 MD0696  COUNTRY     -  US
 MD0696  USGS QUAD   -  HUNTERTOWN (2019)
 MD0696
 MD0696                         *CURRENT SURVEY CONTROL
 MD0696  ______________________________________________________________________
 MD0696* NAD 83(1986) POSITION- 41 14 54.     (N) 085 08 56.     (W)   SCALED
 MD0696* NAVD 88 ORTHO HEIGHT -   255.596 (meters)      838.57  (feet) ADJUSTED
 MD0696  ______________________________________________________________________
 MD0696  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 MD0696  DYNAMIC HEIGHT  -        255.495 (meters)      838.24  (feet) COMP
 MD0696  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 MD0696
 MD0696  VERT ORDER      -  SECOND    CLASS 0
 MD0696
 MD0696.The horizontal coordinates were scaled from a map and have
 MD0696.an estimated accuracy of +/- 6 seconds.
 MD0696
 MD0696.The orthometric height was determined by differential leveling and
 MD0696.adjusted by the NATIONAL GEODETIC SURVEY
 MD0696.in June 1991.
 MD0696
 MD0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0696.GEOID18 height accuracy estimate available here.
 MD0696
 MD0696.Click photographs - Photos may exist for this station.
 MD0696
 MD0696.The dynamic height is computed by dividing the NAVD 88
 MD0696.geopotential number by the normal gravity value computed on the
 MD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0696.degrees latitude (g = 980.6199 gals.).
 MD0696
 MD0696.The modeled gravity was interpolated from observed gravity values.
 MD0696
 MD0696;                    North         East    Units  Estimated Accuracy
 MD0696;SPC IN E     -   666,270.      143,400.      MT  (+/- 180 meters Scaled)
 MD0696
 MD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL550679(NAD 83)
 MD0696
 MD0696                          SUPERSEDED SURVEY CONTROL
 MD0696
 MD0696  NGVD 29 (??/??/92)  255.746  (m)          839.06   (f) ADJ UNCH    2 0
 MD0696
 MD0696.Superseded values are not recommended for survey control.
 MD0696
 MD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0696.See file dsdata.pdf to determine how the superseded data were derived.
 MD0696
 MD0696_MARKER: DB = BENCH MARK DISK
 MD0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0696_STAMPING: X 163 1946
 MD0696_MARK LOGO: CGS
 MD0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0696+STABILITY: SURFACE MOTION
 MD0696
 MD0696  HISTORY     - Date     Condition        Report By
 MD0696  HISTORY     - 1946     MONUMENTED       CGS
 MD0696  HISTORY     - 1961     GOOD             CGS
 MD0696  HISTORY     - 20180205 MARK NOT FOUND   INDOT
 MD0696
 MD0696                          STATION DESCRIPTION
 MD0696
 MD0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0696'1.8 MI NE FROM HUNTERTOWN.
 MD0696'ABOUT 1-1/4 MILES N AND 1-1/4 MILES E OF HUNTERTOWN, AT THE
 MD0696'JUNCTION OF THE FORT WAYNE BRANCH OF THE NEW YORK CENTRAL
 MD0696'RAILROAD, SHOAFF ROAD, CHAPMAN ROAD, AND KELL ROAD, 42 FEET
 MD0696'S OF CENTER LINE OF THE E-W ROAD, 45.5 FEET WNW OF W RAIL,
 MD0696'1.5 FEET HIGHER THAN TOP OF SAME, 17 FEET ESE OF CENTER LINE
 MD0696'OF KELL ROAD, 1.6 FEET NE OF STEEL WITNESS POST, AND PROJECTING
 MD0696'0.3 FOOT ABOVE GROUND.
 MD0696
 MD0696                          STATION RECOVERY (2018)
 MD0696
 MD0696'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0696'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0913 ***********************************************************************
 MD0913  DESIGNATION -  X 164 RESET
 MD0913  PID         -  MD0913
 MD0913  STATE/COUNTY-  IN/NOBLE
 MD0913  COUNTRY     -  US
 MD0913  USGS QUAD   -  MERRIAM (2019)
 MD0913
 MD0913                         *CURRENT SURVEY CONTROL
 MD0913  ______________________________________________________________________
 MD0913* NAD 83(1986) POSITION- 41 19 59.     (N) 085 25 22.     (W)   SCALED
 MD0913* NAVD 88 ORTHO HEIGHT -   283.59  (meters)      930.4   (feet) RESET
 MD0913  ______________________________________________________________________
 MD0913  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 MD0913  VERT ORDER      -  THIRD
 MD0913
 MD0913.The horizontal coordinates were scaled from a map and have
 MD0913.an estimated accuracy of +/- 6 seconds.
 MD0913
 MD0913.The orthometric height was computed from unverified reset data.
 MD0913
 MD0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0913.GEOID18 height accuracy estimate available here.
 MD0913
 MD0913.Click photographs - Photos may exist for this station.
 MD0913
 MD0913;                    North         East    Units  Estimated Accuracy
 MD0913;SPC IN E     -   675,570.      120,420.      MT  (+/- 180 meters Scaled)
 MD0913
 MD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL319769(NAD 83)
 MD0913
 MD0913                          SUPERSEDED SURVEY CONTROL
 MD0913
 MD0913  NGVD 29 (??/??/??)  283.73   (m)          930.9    (f) RESET       3  
 MD0913
 MD0913.Superseded values are not recommended for survey control.
 MD0913
 MD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0913.See file dsdata.pdf to determine how the superseded data were derived.
 MD0913
 MD0913_MARKER: DB = BENCH MARK DISK
 MD0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0913_STAMPING: X 164 RESET 1966
 MD0913_MARK LOGO: CGS
 MD0913_PROJECTION: FLUSH
 MD0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0913+STABILITY: SURFACE MOTION
 MD0913
 MD0913  HISTORY     - Date     Condition        Report By
 MD0913  HISTORY     - 1966     MONUMENTED       CGS
 MD0913
 MD0913                          STATION DESCRIPTION
 MD0913
 MD0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD0913'4.4 MI S FROM ALBION.
 MD0913'4.35 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COURT HOUSE AT
 MD0913'ALBION, ABOUT 0.6 MILE SOUTH OF A CROSSROAD, 113 FEET NORTH OF THE
 MD0913'NORTHEAST CORNER OF MR. GUY STROUSES HOUSE, 44 FEET NORTH OF THE
 MD0913'CENTER OF A DRIVEWAY, 42 FEET WEST OF THE CENTER OF OLD STATE
 MD0913'HIGHWAY 9 AND ABOUT 80 FEET WEST OF THE CENTER OF NEW STATE
 MD0913'HIGHWAY 9, 15 FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 MD0913'FENCE, 2 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 MD0913'AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MD0913'WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0980 ***********************************************************************
 MD0980  DESIGNATION -  X 165
 MD0980  PID         -  MD0980
 MD0980  STATE/COUNTY-  IN/WHITLEY
 MD0980  COUNTRY     -  US
 MD0980  USGS QUAD   -  LORANE (2019)
 MD0980
 MD0980                         *CURRENT SURVEY CONTROL
 MD0980  ______________________________________________________________________
 MD0980* NAD 83(1986) POSITION- 41 09 22.     (N) 085 30 55.     (W)   SCALED
 MD0980* NAVD 88 ORTHO HEIGHT -   263.864 (meters)      865.69  (feet) ADJUSTED
 MD0980  ______________________________________________________________________
 MD0980  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 MD0980  DYNAMIC HEIGHT  -        263.758 (meters)      865.35  (feet) COMP
 MD0980  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 MD0980
 MD0980  VERT ORDER      -  FIRST     CLASS I
 MD0980
 MD0980.The horizontal coordinates were scaled from a map and have
 MD0980.an estimated accuracy of +/- 6 seconds.
 MD0980
 MD0980.The orthometric height was determined by differential leveling and
 MD0980.adjusted by the NATIONAL GEODETIC SURVEY
 MD0980.in April 1995.
 MD0980
 MD0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0980.GEOID18 height accuracy estimate available here.
 MD0980
 MD0980.Click photographs - Photos may exist for this station.
 MD0980
 MD0980.The dynamic height is computed by dividing the NAVD 88
 MD0980.geopotential number by the normal gravity value computed on the
 MD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0980.degrees latitude (g = 980.6199 gals.).
 MD0980
 MD0980.The modeled gravity was interpolated from observed gravity values.
 MD0980
 MD0980;                    North         East    Units  Estimated Accuracy
 MD0980;SPC IN E     -   655,910.      112,710.      MT  (+/- 180 meters Scaled)
 MD0980
 MD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL245571(NAD 83)
 MD0980
 MD0980                          SUPERSEDED SURVEY CONTROL
 MD0980
 MD0980  NAVD 88 (06/15/91)  263.883  (m)          865.76   (f) SUPERSEDED  1 1
 MD0980  NGVD 29 (01/19/93)  264.011  (m)          866.18   (f) ADJUSTED    1 1
 MD0980  NGVD 29 (??/??/92)  264.033  (m)          866.25   (f) SUPERSEDED  1 1
 MD0980
 MD0980.Superseded values are not recommended for survey control.
 MD0980
 MD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0980.See file dsdata.pdf to determine how the superseded data were derived.
 MD0980
 MD0980_MARKER: DB = BENCH MARK DISK
 MD0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0980_STAMPING: X 165 1946
 MD0980_MARK LOGO: CGS
 MD0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0980+STABILITY: SURFACE MOTION
 MD0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0980+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0980
 MD0980  HISTORY     - Date     Condition        Report By
 MD0980  HISTORY     - 1946     MONUMENTED       CGS
 MD0980  HISTORY     - 1968     GOOD             CGS
 MD0980  HISTORY     - 19921009 GOOD             NGS
 MD0980
 MD0980                          STATION DESCRIPTION
 MD0980
 MD0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0980'1.5 MI NW FROM COLUMBIA CITY.
 MD0980'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0980'THE CROSSING OF STATE HIGHWAY 9 AT COLUMBIA CITY, ABOUT 0.2
 MD0980'MILE NORTHWEST OF MILEPOST 340, ABOUT 8 1/2 RAILS NORTHWEST OF
 MD0980'THE EXTENDED CENTER LINE OF JAMES STREET, AT A RIGHT ANGLE TURN
 MD0980'IN A FENCE LINE, 89 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MD0980'EASTBOUND TRACK, 22 FEET SOUTH OF A FENCE CORNER, 1 FOOT NORTHEAST
 MD0980'OF A FENCE LINE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 MD0980'4 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MD0980'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND,
 MD0980'AND 10 FEET EAST OF THE SOUTHWEST FENCE CORNER.  SEC 9, T 31N,
 MD0980'R 9E.  NOTE-- 1968 LEVELING INDICATE MARK IS ONE DECIMETER
 MD0980'HIGHER.
 MD0980
 MD0980                          STATION RECOVERY (1992)
 MD0980
 MD0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0980'2.4 KM (1.50 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0980'JUNCTION OF STATE HIGHWAY 9 IN COLUMBIA CITY, 27.1 M (88.9 FT)
 MD0980'SOUTHWEST OF THE NEAR RAIL, 27.0 M (88.6 FT) SOUTHEAST OF A UTILITY
 MD0980'POLE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE TRACK, 0.4 M (1.3 FT)
 MD0980'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND
 MD0980'THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0195 ***********************************************************************
 ME0195  DESIGNATION -  X 166
 ME0195  PID         -  ME0195
 ME0195  STATE/COUNTY-  IN/MARSHALL
 ME0195  COUNTRY     -  US
 ME0195  USGS QUAD   -  LA PAZ (2019)
 ME0195
 ME0195                         *CURRENT SURVEY CONTROL
 ME0195  ______________________________________________________________________
 ME0195* NAD 83(1986) POSITION- 41 24 06.     (N) 086 18 51.     (W)   SCALED
 ME0195* NAVD 88 ORTHO HEIGHT -   251.245 (meters)      824.29  (feet) ADJUSTED
 ME0195  ______________________________________________________________________
 ME0195  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 ME0195  DYNAMIC HEIGHT  -        251.141 (meters)      823.95  (feet) COMP
 ME0195  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 ME0195
 ME0195  VERT ORDER      -  SECOND    CLASS 0
 ME0195
 ME0195.The horizontal coordinates were scaled from a map and have
 ME0195.an estimated accuracy of +/- 6 seconds.
 ME0195
 ME0195.The orthometric height was determined by differential leveling and
 ME0195.adjusted by the NATIONAL GEODETIC SURVEY
 ME0195.in June 1991.
 ME0195
 ME0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0195.GEOID18 height accuracy estimate available here.
 ME0195
 ME0195.Click photographs - Photos may exist for this station.
 ME0195
 ME0195.The dynamic height is computed by dividing the NAVD 88
 ME0195.geopotential number by the normal gravity value computed on the
 ME0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0195.degrees latitude (g = 980.6199 gals.).
 ME0195
 ME0195.The modeled gravity was interpolated from observed gravity values.
 ME0195
 ME0195;                    North         East    Units  Estimated Accuracy
 ME0195;SPC IN E     -   683,370.       45,860.      MT  (+/- 180 meters Scaled)
 ME0195
 ME0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL573835(NAD 83)
 ME0195
 ME0195                          SUPERSEDED SURVEY CONTROL
 ME0195
 ME0195  NGVD 29 (??/??/92)  251.360  (m)          824.67   (f) ADJ UNCH    2 0
 ME0195
 ME0195.Superseded values are not recommended for survey control.
 ME0195
 ME0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0195.See file dsdata.pdf to determine how the superseded data were derived.
 ME0195
 ME0195_MARKER: DB = BENCH MARK DISK
 ME0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0195_STAMPING: X 166 1946
 ME0195_MARK LOGO: CGS
 ME0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0195+STABILITY: SURFACE MOTION
 ME0195
 ME0195  HISTORY     - Date     Condition        Report By
 ME0195  HISTORY     - 1946     MONUMENTED       CGS
 ME0195  HISTORY     - 1984     POOR             USPSQD
 ME0195  HISTORY     - 1987     POOR             USPSQD
 ME0195  HISTORY     - 1988     POOR             USPSQD
 ME0195  HISTORY     - 20131202 POOR             INDOT
 ME0195
 ME0195                          STATION DESCRIPTION
 ME0195
 ME0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0195'3.9 MI N FROM PLYMOUTH.
 ME0195'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION
 ME0195'OF U.S. HIGHWAY 30 AT PLYMOUTH, ABOUT 3.7 MILES SOUTH OF THE
 ME0195'HIGH SCHOOL AT LAPAZ, ABOUT 0.7 MILE SOUTH OF THE DUNKARD BRETHREN
 ME0195'CHURCH AND CEMETERY, AT HIGBEE CORNER, ABOUT 0.05 MILE NORTH
 ME0195'OF A GRAVEL ROAD LEADING EAST, AT THE JUNCTION OF A TARVIA ROAD
 ME0195'LEADING WEST, 83 FEET NORTHEAST ACROSS THE ROAD FROM THE NORTHEAST
 ME0195'CORNER OF AN ASBESTOS SHINGLE SIDING FARMHOUSE, 50 FEET WEST
 ME0195'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER
 ME0195'LINE OF THE SIDE ROAD, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 ME0195'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0195
 ME0195                          STATION RECOVERY (1984)
 ME0195
 ME0195'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0195'ADDITONAL INFORMATION: MARK IS ACROSS THE ROAD FROM HOUSE AT 5249
 ME0195'NORTH MICHIGAN ROAD, 8-INCHES NORTHWEST OF A STEEL STAKE WITH GAS
 ME0195'PIPE-LINE WARNING, 4 YARDS NORTH OF A CONCRETE POST 30-INCHES HIGH
 ME0195'MARKED IPS 8 28 34, 12-INCHES ABOVE GROUND LEVEL. NOTE :THIS MARK HAS
 ME0195'BEEN DISTURBED.
 ME0195
 ME0195                          STATION RECOVERY (1987)
 ME0195
 ME0195'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0195'MARK RECOVERED IN POOR CONDITION.
 ME0195
 ME0195                          STATION RECOVERY (1988)
 ME0195
 ME0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0195'MARK RECOVERED IN POOR CONDITION.
 ME0195
 ME0195                          STATION RECOVERY (2013)
 ME0195
 ME0195'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0195'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0162 ***********************************************************************
 ME0162  DESIGNATION -  X 168
 ME0162  PID         -  ME0162
 ME0162  STATE/COUNTY-  IN/MARSHALL
 ME0162  COUNTRY     -  US
 ME0162  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0162
 ME0162                         *CURRENT SURVEY CONTROL
 ME0162  ______________________________________________________________________
 ME0162* NAD 83(1986) POSITION- 41 26 34.     (N) 086 07 02.     (W)   SCALED
 ME0162* NAVD 88 ORTHO HEIGHT -   250.491 (meters)      821.82  (feet) ADJUSTED
 ME0162  ______________________________________________________________________
 ME0162  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 ME0162  DYNAMIC HEIGHT  -        250.387 (meters)      821.48  (feet) COMP
 ME0162  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 ME0162
 ME0162  VERT ORDER      -  SECOND    CLASS 0
 ME0162
 ME0162.The horizontal coordinates were scaled from a map and have
 ME0162.an estimated accuracy of +/- 6 seconds.
 ME0162
 ME0162.The orthometric height was determined by differential leveling and
 ME0162.adjusted by the NATIONAL GEODETIC SURVEY
 ME0162.in June 1991.
 ME0162
 ME0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0162.GEOID18 height accuracy estimate available here.
 ME0162
 ME0162.Click photographs - Photos may exist for this station.
 ME0162
 ME0162.The dynamic height is computed by dividing the NAVD 88
 ME0162.geopotential number by the normal gravity value computed on the
 ME0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0162.degrees latitude (g = 980.6199 gals.).
 ME0162
 ME0162.The modeled gravity was interpolated from observed gravity values.
 ME0162
 ME0162;                    North         East    Units  Estimated Accuracy
 ME0162;SPC IN E     -   687,830.       62,350.      MT  (+/- 180 meters Scaled)
 ME0162
 ME0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737882(NAD 83)
 ME0162
 ME0162                          SUPERSEDED SURVEY CONTROL
 ME0162
 ME0162  NGVD 29 (??/??/92)  250.609  (m)          822.21   (f) ADJ UNCH    2 0
 ME0162
 ME0162.Superseded values are not recommended for survey control.
 ME0162
 ME0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0162.See file dsdata.pdf to determine how the superseded data were derived.
 ME0162
 ME0162_MARKER: DD = SURVEY DISK
 ME0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0162_STAMPING: X 168 1946
 ME0162_MARK LOGO: CGS
 ME0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0162+STABILITY: SURFACE MOTION
 ME0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0162+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 ME0162
 ME0162  HISTORY     - Date     Condition        Report By
 ME0162  HISTORY     - 1946     MONUMENTED       CGS
 ME0162  HISTORY     - 1984     MARK NOT FOUND   NGS
 ME0162  HISTORY     - 2008     GOOD             NGS
 ME0162  HISTORY     - 20220727 GOOD             INDOT
 ME0162
 ME0162                          STATION DESCRIPTION
 ME0162
 ME0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0162'1.6 MI E FROM BREMEN.
 ME0162'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 331 FROM THE BREMEN STATE
 ME0162'BANK AT BREMEN, ABOUT 1.2 MILES EAST OF THE JUNCTION WITH U.S.
 ME0162'HIGHWAY 6, AT THE SOUTH END OF A TURN WITH TANGENTS LEADING WEST
 ME0162'AND SOUTH, ABOUT 400 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 ME0162'OF ROADS LEADING EAST AND NORTH, 80 FEET SOUTH OF POWER POLE
 ME0162'273/517, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET
 ME0162'NORTH OF A CONCRETE CORNER FENCE POST, 1.5 FEET WEST OF THE
 ME0162'RIGHT-OF-WAY FENCE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 ME0162'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0162
 ME0162                          STATION RECOVERY (1984)
 ME0162
 ME0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ME0162'MARK NOT FOUND.
 ME0162
 ME0162                          STATION RECOVERY (2008)
 ME0162
 ME0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DB)
 ME0162'ON THE EAST SIDE OF BREMEN.  ABOUT 1.2 MILES EAST ALONG ST. RD. 331
 ME0162'FROM THE JUNCTION WITH ST. RD. 106, IN THE NORTHWEST QUARTER OF
 ME0162'SECTION 31, TOWNSHIP 35 NORTH, RANGE 4 EAST, 41.4 FEET NORTHEAST OF
 ME0162'THE SOUTHWEST CORNER OF THE SECTION, 417 FEET SOUTH OF THE
 ME0162'INTERSECTION OF DOGWOOD ROAD TO THE NORTH AND 2B ROAD TO THE EAST,
 ME0162'33 FEET EAST OF THE CENTERLINE OF ST. RD. 331, 49.8 FEET SOUTH OF A
 ME0162'GAS PIPELINE MARKER, 62.5 FEET SOUTH OF UTILITY POLE 785/258, IN
 ME0162'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 ME0162'
 ME0162'RECOVERED IN GOOD CONDITION.
 ME0162
 ME0162                          STATION RECOVERY (2022)
 ME0162
 ME0162'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (DF)
 ME0162'COULD NOT ATTAIN 70 PER CENT OF OBSERVATIONS USED BECAUSE OF TREE
 ME0162'FOLIAGE ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0184 ***********************************************************************
 ME0184  DESIGNATION -  X 169
 ME0184  PID         -  ME0184
 ME0184  STATE/COUNTY-  IN/MARSHALL
 ME0184  COUNTRY     -  US
 ME0184  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0184
 ME0184                         *CURRENT SURVEY CONTROL
 ME0184  ______________________________________________________________________
 ME0184* NAD 83(1986) POSITION- 41 24 17.     (N) 086 05 50.     (W)   SCALED
 ME0184* NAVD 88 ORTHO HEIGHT -   250.819 (meters)      822.90  (feet) ADJUSTED
 ME0184  ______________________________________________________________________
 ME0184  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 ME0184  DYNAMIC HEIGHT  -        250.715 (meters)      822.55  (feet) COMP
 ME0184  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 ME0184
 ME0184  VERT ORDER      -  SECOND    CLASS 0
 ME0184
 ME0184.The horizontal coordinates were scaled from a map and have
 ME0184.an estimated accuracy of +/- 6 seconds.
 ME0184
 ME0184.The orthometric height was determined by differential leveling and
 ME0184.adjusted by the NATIONAL GEODETIC SURVEY
 ME0184.in June 1991.
 ME0184
 ME0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0184.GEOID18 height accuracy estimate available here.
 ME0184
 ME0184.Click photographs - Photos may exist for this station.
 ME0184
 ME0184.The dynamic height is computed by dividing the NAVD 88
 ME0184.geopotential number by the normal gravity value computed on the
 ME0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0184.degrees latitude (g = 980.6199 gals.).
 ME0184
 ME0184.The modeled gravity was interpolated from observed gravity values.
 ME0184
 ME0184;                    North         East    Units  Estimated Accuracy
 ME0184;SPC IN E     -   683,590.       64,000.      MT  (+/- 180 meters Scaled)
 ME0184
 ME0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL754840(NAD 83)
 ME0184
 ME0184                          SUPERSEDED SURVEY CONTROL
 ME0184
 ME0184  NGVD 29 (??/??/92)  250.938  (m)          823.29   (f) ADJ UNCH    2 0
 ME0184
 ME0184.Superseded values are not recommended for survey control.
 ME0184
 ME0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0184.See file dsdata.pdf to determine how the superseded data were derived.
 ME0184
 ME0184_MARKER: DB = BENCH MARK DISK
 ME0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0184_STAMPING: X 169 1946
 ME0184_MARK LOGO: CGS
 ME0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0184+STABILITY: SURFACE MOTION
 ME0184
 ME0184  HISTORY     - Date     Condition        Report By
 ME0184  HISTORY     - 1946     MONUMENTED       CGS
 ME0184  HISTORY     - 19940829 MARK NOT FOUND   USPSQD
 ME0184
 ME0184                          STATION DESCRIPTION
 ME0184
 ME0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0184'1 MI E FROM MUNCIE CORNER.
 ME0184'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0184'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, IN THE SOUTHEAST QUARTER
 ME0184'OF THE INTERSECTION WITH A NORTH-AND-SOUTH GRAVEL ROAD, 26 FEET
 ME0184'SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 25 FEET EAST
 ME0184'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 14 FEET NORTHEAST
 ME0184'OF A FENCE CORNER, 13 FEET SOUTHWEST OF ANOTHER FENCE CORNER,
 ME0184'33 FEET NORTH OF POWER POLE 280/033, 2.0 FEET NORTHWEST OF THE
 ME0184'FENCE, ABOUT 2 FEET HIGHER THAN THE ROADS, AND IN THE TOP OF A
 ME0184'CONCRETE POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS BENCH MARK
 ME0184'MAY BE REACHED FROM THE BREMEN STATE BANK AT BREMEN BY GOING
 ME0184'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 331 AND THENCE ABOUT
 ME0184'1.0 MILE EAST ALONG A GRAVEL ROAD.
 ME0184
 ME0184                          STATION RECOVERY (1994)
 ME0184
 ME0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0917 ***********************************************************************
 ME0917  DESIGNATION -  X 17
 ME0917  PID         -  ME0917
 ME0917  STATE/COUNTY-  IN/LAKE
 ME0917  COUNTRY     -  US
 ME0917  USGS QUAD   -  HIGHLAND (2019)
 ME0917
 ME0917                         *CURRENT SURVEY CONTROL
 ME0917  ______________________________________________________________________
 ME0917* NAD 83(1986) POSITION- 41 31 49.     (N) 087 27 59.     (W)   SCALED
 ME0917* NAVD 88 ORTHO HEIGHT -   188.866 (meters)      619.64  (feet) ADJUSTED
 ME0917  ______________________________________________________________________
 ME0917  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME0917  DYNAMIC HEIGHT  -        188.794 (meters)      619.40  (feet) COMP
 ME0917  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 ME0917
 ME0917  VERT ORDER      -  FIRST     CLASS II
 ME0917
 ME0917.The horizontal coordinates were scaled from a map and have
 ME0917.an estimated accuracy of +/- 6 seconds.
 ME0917
 ME0917.The orthometric height was determined by differential leveling and
 ME0917.adjusted by the NATIONAL GEODETIC SURVEY
 ME0917.in June 1991.
 ME0917
 ME0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0917.GEOID18 height accuracy estimate available here.
 ME0917
 ME0917.Click photographs - Photos may exist for this station.
 ME0917
 ME0917.The dynamic height is computed by dividing the NAVD 88
 ME0917.geopotential number by the normal gravity value computed on the
 ME0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0917.degrees latitude (g = 980.6199 gals.).
 ME0917
 ME0917.The modeled gravity was interpolated from observed gravity values.
 ME0917
 ME0917;                    North         East    Units  Estimated Accuracy
 ME0917;SPC IN W     -   697,520.      868,030.      MT  (+/- 180 meters Scaled)
 ME0917
 ME0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610977(NAD 83)
 ME0917
 ME0917                          SUPERSEDED SURVEY CONTROL
 ME0917
 ME0917  NGVD 29 (??/??/92)  188.964  (m)          619.96   (f) ADJ UNCH    1 2
 ME0917
 ME0917.Superseded values are not recommended for survey control.
 ME0917
 ME0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0917.See file dsdata.pdf to determine how the superseded data were derived.
 ME0917
 ME0917_MARKER: DB = BENCH MARK DISK
 ME0917_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0917_SP_SET: CULVERT HEADWALL
 ME0917_STAMPING: X 17 1934
 ME0917_MARK LOGO: CGS
 ME0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0917+STABILITY: SURFACE MOTION
 ME0917
 ME0917  HISTORY     - Date     Condition        Report By
 ME0917  HISTORY     - 1934     MONUMENTED       CGS
 ME0917  HISTORY     - 1955     GOOD             CGS
 ME0917  HISTORY     - 1978     POOR             LOCSUR
 ME0917
 ME0917                          STATION DESCRIPTION
 ME0917
 ME0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 ME0917'2.1 MI S FROM HIGHLAND.
 ME0917'2.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0917'STATION AT HIGHLAND, LAKE COUNTY, 65 YARDS SOUTH OF MILEPOST
 ME0917'28, 35 YARDS WEST OF TOWER BX, AT GRAND TRUNK RAILWAY CULVERT
 ME0917'33.95, IN THE TOP OF THE SOUTH HEADWALL, 11 FEET SOUTH OF THE
 ME0917'SOUTH RAIL OF THE EAST BOUND G.T.RY. TRACK, 46 FEET WEST OF THE
 ME0917'WEST RAIL OF THE N.Y.C.R.R. TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 ME0917'RAIL.  A STANDARD DISK, STAMPED X 17 1934.  NOTE-- THE NEW YORK
 ME0917'CENTRAL STATION HAS BEEN REMOVED, THERE IS NO MILEPOST 28 AND THE
 ME0917'MARK IS 2.8 FEET LOWER THAN THE RAIL.
 ME0917
 ME0917                          STATION RECOVERY (1978)
 ME0917
 ME0917'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0917'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0143 ***********************************************************************
 ME0143  DESIGNATION -  X 170
 ME0143  PID         -  ME0143
 ME0143  STATE/COUNTY-  IN/ST JOSEPH
 ME0143  COUNTRY     -  US
 ME0143  USGS QUAD   -  WAKARUSA (2019)
 ME0143
 ME0143                         *CURRENT SURVEY CONTROL
 ME0143  ______________________________________________________________________
 ME0143* NAD 83(1986) POSITION- 41 32 08.     (N) 086 05 53.     (W)   SCALED
 ME0143* NAVD 88 ORTHO HEIGHT -   254.547 (meters)      835.13  (feet) ADJUSTED
 ME0143  ______________________________________________________________________
 ME0143  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 ME0143  DYNAMIC HEIGHT  -        254.441 (meters)      834.78  (feet) COMP
 ME0143  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 ME0143
 ME0143  VERT ORDER      -  SECOND    CLASS 0
 ME0143
 ME0143.The horizontal coordinates were scaled from a map and have
 ME0143.an estimated accuracy of +/- 6 seconds.
 ME0143
 ME0143.The orthometric height was determined by differential leveling and
 ME0143.adjusted by the NATIONAL GEODETIC SURVEY
 ME0143.in June 1991.
 ME0143
 ME0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0143.GEOID18 height accuracy estimate available here.
 ME0143
 ME0143.Click photographs - Photos may exist for this station.
 ME0143
 ME0143.The dynamic height is computed by dividing the NAVD 88
 ME0143.geopotential number by the normal gravity value computed on the
 ME0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0143.degrees latitude (g = 980.6199 gals.).
 ME0143
 ME0143.The modeled gravity was interpolated from observed gravity values.
 ME0143
 ME0143;                    North         East    Units  Estimated Accuracy
 ME0143;SPC IN E     -   698,120.       64,000.      MT  (+/- 180 meters Scaled)
 ME0143
 ME0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL752986(NAD 83)
 ME0143
 ME0143                          SUPERSEDED SURVEY CONTROL
 ME0143
 ME0143  NGVD 29 (??/??/92)  254.663  (m)          835.51   (f) ADJ UNCH    2 0
 ME0143
 ME0143.Superseded values are not recommended for survey control.
 ME0143
 ME0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0143.See file dsdata.pdf to determine how the superseded data were derived.
 ME0143
 ME0143_MARKER: DB = BENCH MARK DISK
 ME0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0143_SP_SET: FOUNDATION
 ME0143_STAMPING: X 170 1946
 ME0143_MARK LOGO: CGS
 ME0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0143
 ME0143  HISTORY     - Date     Condition        Report By
 ME0143  HISTORY     - 1946     MONUMENTED       CGS
 ME0143  HISTORY     - 1968     GOOD             CGS
 ME0143  HISTORY     - 20010427 GOOD             USPSQD
 ME0143
 ME0143                          STATION DESCRIPTION
 ME0143
 ME0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0143'4 MI W FROM WAKARUSA.
 ME0143'ABOUT 3.95 MILES WEST ALONG A PAVED ROAD FROM THE EXCHANGE
 ME0143'STATE BANK AT WAKARUSA, AT THE JUNC. OF PIERCE ROAD AND CEDAR
 ME0143'ROAD, 1.0 MILES EAST OF THE MADISON HIGH SCHOOL, SET VERTICALLY
 ME0143'IN THE NORTH FACE OF A STONE FOUNDATION OF MADISON UNION CHAPEL,
 ME0143'2.1 FEET WEST OF THE NORTHEAST CORNER, 1.8 FT. ABOVE GROUND
 ME0143'AND SET IN A DRILL HOLE.  NOTE-- MARK MAY BE REACHED FROM THE
 ME0143'POST OFFICE AT WYATT BY GOING ABOUT 0.7 MILES NORTH ALONG
 ME0143'S.R. 331, THENCE ABOUT 3.6 MILES EAST ALONG PIERCE ROAD.
 ME0143
 ME0143                          STATION RECOVERY (2001)
 ME0143
 ME0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (JBB)
 ME0143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1320 ***********************************************************************
 MD1320  DESIGNATION -  X 171
 MD1320  PID         -  MD1320
 MD1320  STATE/COUNTY-  IN/KOSCIUSKO
 MD1320  COUNTRY     -  US
 MD1320  USGS QUAD   -  ATWOOD (2019)
 MD1320
 MD1320                         *CURRENT SURVEY CONTROL
 MD1320  ______________________________________________________________________
 MD1320* NAD 83(1986) POSITION- 41 18 48.     (N) 085 59 58.     (W)   SCALED
 MD1320* NAVD 88 ORTHO HEIGHT -   245.615 (meters)      805.82  (feet) ADJUSTED
 MD1320  ______________________________________________________________________
 MD1320  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 MD1320  DYNAMIC HEIGHT  -        245.514 (meters)      805.49  (feet) COMP
 MD1320  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 MD1320
 MD1320  VERT ORDER      -  SECOND    CLASS 0
 MD1320
 MD1320.The horizontal coordinates were scaled from a map and have
 MD1320.an estimated accuracy of +/- 6 seconds.
 MD1320
 MD1320.The orthometric height was determined by differential leveling and
 MD1320.adjusted by the NATIONAL GEODETIC SURVEY
 MD1320.in June 1991.
 MD1320
 MD1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1320.GEOID18 height accuracy estimate available here.
 MD1320
 MD1320.Click photographs - Photos may exist for this station.
 MD1320
 MD1320.The dynamic height is computed by dividing the NAVD 88
 MD1320.geopotential number by the normal gravity value computed on the
 MD1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1320.degrees latitude (g = 980.6199 gals.).
 MD1320
 MD1320.The modeled gravity was interpolated from observed gravity values.
 MD1320
 MD1320;                    North         East    Units  Estimated Accuracy
 MD1320;SPC IN E     -   673,410.       72,140.      MT  (+/- 180 meters Scaled)
 MD1320
 MD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL837740(NAD 83)
 MD1320
 MD1320                          SUPERSEDED SURVEY CONTROL
 MD1320
 MD1320  NGVD 29 (??/??/92)  245.741  (m)          806.24   (f) ADJ UNCH    2 0
 MD1320
 MD1320.Superseded values are not recommended for survey control.
 MD1320
 MD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1320.See file dsdata.pdf to determine how the superseded data were derived.
 MD1320
 MD1320_MARKER: DB = BENCH MARK DISK
 MD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1320_STAMPING: X 171 1946
 MD1320_MARK LOGO: CGS
 MD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1320+STABILITY: SURFACE MOTION
 MD1320
 MD1320  HISTORY     - Date     Condition        Report By
 MD1320  HISTORY     - 1946     MONUMENTED       CGS
 MD1320  HISTORY     - 1959     POOR             CGS
 MD1320  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1320  HISTORY     - 19960530 POOR             USPSQD
 MD1320
 MD1320                          STATION DESCRIPTION
 MD1320
 MD1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1320'4.4 MI NW FROM ATWOOD.
 MD1320'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MD1320'ATWOOD, THENCE ABOUT 3.3 MILES NORTH ALONG A COUNTY ROAD LEADING
 MD1320'TO THE EAST MILLFORD SCHOOL, AT THE C.V. INGLERIGHT FARM, 23
 MD1320'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE FARM, 21
 MD1320'FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE
 MD1320'SOUTH GATE POST, 1.5 FOOT WEST OF THE FENCE LINE, ABOUT 1.5
 MD1320'FOOT BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MD1320'PROJECTING 5 INCHES.
 MD1320
 MD1320                          STATION RECOVERY (1959)
 MD1320
 MD1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MD1320'MARK RECOVERED IN POOR CONDITION.
 MD1320
 MD1320                          STATION RECOVERY (1989)
 MD1320
 MD1320'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 MD1320'MARK NOT FOUND.
 MD1320
 MD1320                          STATION RECOVERY (1996)
 MD1320
 MD1320'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1320'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1962 ***********************************************************************
 LA1962  DESIGNATION -  X 172
 LA1962  PID         -  LA1962
 LA1962  STATE/COUNTY-  IN/WABASH
 LA1962  COUNTRY     -  US
 LA1962  USGS QUAD   -  WABASH (2019)
 LA1962
 LA1962                         *CURRENT SURVEY CONTROL
 LA1962  ______________________________________________________________________
 LA1962* NAD 83(1997) POSITION- 40 48 48.36933(N) 085 50 01.52090(W)   ADJUSTED
 LA1962* NAVD 88 ORTHO HEIGHT -   237.035 (meters)      777.67  (feet) ADJUSTED
 LA1962  ______________________________________________________________________
 LA1962  GEOID HEIGHT    -        -34.217 (meters)                     GEOID18
 LA1962  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 LA1962  DYNAMIC HEIGHT  -        236.922 (meters)      777.30  (feet) COMP
 LA1962  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 LA1962
 LA1962  HORZ ORDER      -  SECOND
 LA1962  VERT ORDER      -  FIRST     CLASS II
 LA1962
 LA1962.The horizontal coordinates were established by classical geodetic methods
 LA1962.and adjusted by the National Geodetic Survey in May 1999.
 LA1962
 LA1962.The orthometric height was determined by differential leveling and
 LA1962.adjusted by the NATIONAL GEODETIC SURVEY
 LA1962.in June 1991.
 LA1962
 LA1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1962.GEOID18 height accuracy estimate available here.
 LA1962
 LA1962.Click photographs - Photos may exist for this station.
 LA1962
 LA1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA1962
 LA1962.The dynamic height is computed by dividing the NAVD 88
 LA1962.geopotential number by the normal gravity value computed on the
 LA1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1962.degrees latitude (g = 980.6199 gals.).
 LA1962
 LA1962.The modeled gravity was interpolated from observed gravity values.
 LA1962
 LA1962. The following values were computed from the NAD 83(1997) position.
 LA1962
 LA1962;                    North         East     Units Scale Factor Converg.
 LA1962;SPC IN E     -   617,853.989    85,902.827   MT  0.99996911   -0 06 33.2
 LA1962;SPC IN E     - 2,027,075.96    281,832.86   sFT  0.99996911   -0 06 33.2
 LA1962;UTM  16      - 4,518,701.348   598,359.968   MT  0.99971908   +0 45 44.3
 LA1962
 LA1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1962!SPC IN E     -   0.99996819  x   0.99996911  =   0.99993730
 LA1962!UTM  16      -   0.99996819  x   0.99971908  =   0.99968728
 LA1962
 LA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9835918701(NAD 83)
 LA1962
 LA1962                          SUPERSEDED SURVEY CONTROL
 LA1962
 LA1962  NAD 83(1986)-  40 48 48.37316(N)    085 50 01.53309(W) AD(       ) 2
 LA1962  NAD 27      -  40 48 48.21360(N)    085 50 01.58400(W) AD(       ) 2
 LA1962  NGVD 29 (??/??/92)  237.16   (m)          778.1    (f) COMPUTED    1 2
 LA1962
 LA1962.Superseded values are not recommended for survey control.
 LA1962
 LA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1962.See file dsdata.pdf to determine how the superseded data were derived.
 LA1962
 LA1962_MARKER: DB = BENCH MARK DISK
 LA1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1962_STAMPING: X 172 1946
 LA1962_MARK LOGO: CGS
 LA1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1962+STABILITY: SURFACE MOTION
 LA1962
 LA1962  HISTORY     - Date     Condition        Report By
 LA1962  HISTORY     - 1946     MONUMENTED       CGS
 LA1962  HISTORY     - 1958     GOOD             CGS
 LA1962  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1962
 LA1962                          STATION DESCRIPTION
 LA1962
 LA1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCB)
 LA1962'THIS IS A TRAVERSE STATION.
 LA1962'
 LA1962'STATION IS LOCATED ABOUT 1 MILE NORTH OF WABASH ON THE WITTENBURGER
 LA1962'AIRPORT.  IT IS 1 FOOT
 LA1962'NORTH OF THE NORTHEAST CORNER OF AN OFFICE BUILDING.  THE MARK IS AN
 LA1962'8 BY 8 INCH CONCRETE POST WHICH
 LA1962'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS BM
 LA1962'DISK STAMPED X 172 1946.
 LA1962'
 LA1962'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CUB.  THE
 LA1962'DISTANCE WAS 322.2 FEET,
 LA1962'(98.21 METERS).
 LA1962
 LA1962                          STATION RECOVERY (2006)
 LA1962
 LA1962'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TPD)
 LA1962'WHITTENBERGER AIRPORT DEMOLISHED PER WABASH COUNTY SURVEYOR'S OFFICE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1864 ***********************************************************************
 LA1864  DESIGNATION -  X 173
 LA1864  PID         -  LA1864
 LA1864  STATE/COUNTY-  IN/GRANT
 LA1864  COUNTRY     -  US
 LA1864  USGS QUAD   -  SOMERSET (2019)
 LA1864
 LA1864                         *CURRENT SURVEY CONTROL
 LA1864  ______________________________________________________________________
 LA1864* NAD 83(1986) POSITION- 40 37 30.     (N) 085 46 16.     (W)   SCALED
 LA1864* NAVD 88 ORTHO HEIGHT -   244.864 (meters)      803.36  (feet) ADJUSTED
 LA1864  ______________________________________________________________________
 LA1864  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 LA1864  DYNAMIC HEIGHT  -        244.741 (meters)      802.95  (feet) COMP
 LA1864  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 LA1864
 LA1864  VERT ORDER      -  SECOND    CLASS 0
 LA1864
 LA1864.The horizontal coordinates were scaled from a map and have
 LA1864.an estimated accuracy of +/- 6 seconds.
 LA1864
 LA1864.The orthometric height was determined by differential leveling and
 LA1864.adjusted by the NATIONAL GEODETIC SURVEY
 LA1864.in June 1991.
 LA1864
 LA1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1864.GEOID18 height accuracy estimate available here.
 LA1864
 LA1864.Click photographs - Photos may exist for this station.
 LA1864
 LA1864.The dynamic height is computed by dividing the NAVD 88
 LA1864.geopotential number by the normal gravity value computed on the
 LA1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1864.degrees latitude (g = 980.6199 gals.).
 LA1864
 LA1864.The modeled gravity was interpolated from observed gravity values.
 LA1864
 LA1864;                    North         East    Units  Estimated Accuracy
 LA1864;SPC IN E     -   596,920.       91,160.      MT  (+/- 180 meters Scaled)
 LA1864
 LA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK039978(NAD 83)
 LA1864
 LA1864                          SUPERSEDED SURVEY CONTROL
 LA1864
 LA1864  NGVD 29 (??/??/92)  244.991  (m)          803.77   (f) ADJ UNCH    2 0
 LA1864
 LA1864.Superseded values are not recommended for survey control.
 LA1864
 LA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1864.See file dsdata.pdf to determine how the superseded data were derived.
 LA1864
 LA1864_MARKER: DB = BENCH MARK DISK
 LA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1864_STAMPING: X 173 1946
 LA1864_MARK LOGO: CGS
 LA1864_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1864+STABILITY: SURFACE MOTION
 LA1864
 LA1864  HISTORY     - Date     Condition        Report By
 LA1864  HISTORY     - 1946     MONUMENTED       CGS
 LA1864  HISTORY     - 1962     GOOD             CGS
 LA1864
 LA1864                          STATION DESCRIPTION
 LA1864
 LA1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1864'1.4 MI W FROM JALAPA.
 LA1864'ABOUT 1.45 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSROADS
 LA1864'AT JALAPA, SET IN THE NORTHWEST QUARTER OF THE INTERSECTION OF A
 LA1864'BLACK TOP ROAD, ABOUT 100 FEET NORTHWEST OF AND ACROSS THE
 LA1864'NORTH-SOUTH ROAD FROM THE WEST END OF A SINGLE SPAN STEEL BRIDGE
 LA1864'OVER CART CREEK, 31 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LA1864'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 11
 LA1864'FEET SOUTH OF POWER POLE NO. GR 3 - 28, 3 FEET EAST OF A FENCE
 LA1864'CORNER POST, 0.5 FOOT SOUTHEAST OF THE FENCE LINE, AND SET IN
 LA1864'THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 LA1864
 LA1864                          STATION RECOVERY (1962)
 LA1864
 LA1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA1864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1590 ***********************************************************************
 LA1590  DESIGNATION -  X 174 RESET
 LA1590  PID         -  LA1590
 LA1590  STATE/COUNTY-  IN/GRANT
 LA1590  COUNTRY     -  US
 LA1590  USGS QUAD   -  MARION (2019)
 LA1590
 LA1590                         *CURRENT SURVEY CONTROL
 LA1590  ______________________________________________________________________
 LA1590* NAD 83(1986) POSITION- 40 31 40.     (N) 085 40 24.     (W)   SCALED
 LA1590* NAVD 88 ORTHO HEIGHT -   258.13  (meters)      846.9   (feet) RESET
 LA1590  ______________________________________________________________________
 LA1590  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 LA1590  VERT ORDER      -  THIRD
 LA1590
 LA1590.The horizontal coordinates were scaled from a map and have
 LA1590.an estimated accuracy of +/- 6 seconds.
 LA1590
 LA1590.The orthometric height was computed from unverified reset data.
 LA1590
 LA1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1590.GEOID18 height accuracy estimate available here.
 LA1590
 LA1590.Click photographs - Photos may exist for this station.
 LA1590
 LA1590;                    North         East    Units  Estimated Accuracy
 LA1590;SPC IN E     -   586,120.       99,440.      MT  (+/- 180 meters Scaled)
 LA1590
 LA1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK123871(NAD 83)
 LA1590
 LA1590                          SUPERSEDED SURVEY CONTROL
 LA1590
 LA1590  NGVD 29 (??/??/??)  258.25   (m)          847.3    (f) RESET       3  
 LA1590
 LA1590.Superseded values are not recommended for survey control.
 LA1590
 LA1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1590.See file dsdata.pdf to determine how the superseded data were derived.
 LA1590
 LA1590_MARKER: DB = BENCH MARK DISK
 LA1590_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1590_SP_SET: CATCH BASIN
 LA1590_STAMPING: X 174 RESET 1967
 LA1590_MARK LOGO: CGS
 LA1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1590
 LA1590  HISTORY     - Date     Condition        Report By
 LA1590  HISTORY     - 1967     MONUMENTED       CGS
 LA1590  HISTORY     - 1976     GOOD             NGS
 LA1590
 LA1590                          STATION DESCRIPTION
 LA1590
 LA1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LA1590'2.3 MI S FROM MARION.
 LA1590'2.3 MILES SOUTH ALONG STATE HIGHWAY 9 AND 37 FROM ITS JUNCTION
 LA1590'STATE HIGHWAY 21.  37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 LA1590'(WESTERN AVE.), 29 FEET SOUTH OF THE CENTERLINE OF 35TH STREET,
 LA1590'37 FEET NORTHWEST OF THE PORCH OF A FRAME HOUSE AT 925 35TH STREET
 LA1590'AND 21 FEET SOUTHWEST OF A POWER POLE.  THE DISK IS SET IN A DRILL
 LA1590'HOLE IN THE EAST CONCRETE WALL OF A METAL COVERED WATER CATCH BASIN.
 LA1590
 LA1590                          STATION RECOVERY (1976)
 LA1590
 LA1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LA1590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0270 ***********************************************************************
 LB0270  DESIGNATION -  X 175
 LB0270  PID         -  LB0270
 LB0270  STATE/COUNTY-  IN/MIAMI
 LB0270  COUNTRY     -  US
 LB0270  USGS QUAD   -  ONWARD (2019)
 LB0270
 LB0270                         *CURRENT SURVEY CONTROL
 LB0270  ______________________________________________________________________
 LB0270* NAD 83(1986) POSITION- 40 40 42.     (N) 086 07 40.     (W)   SCALED
 LB0270* NAVD 88 ORTHO HEIGHT -   224.897 (meters)      737.85  (feet) ADJUSTED
 LB0270  ______________________________________________________________________
 LB0270  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 LB0270  DYNAMIC HEIGHT  -        224.787 (meters)      737.49  (feet) COMP
 LB0270  MODELED GRAVITY -    980,129.8   (mgal)                       NAVD 88
 LB0270
 LB0270  VERT ORDER      -  SECOND    CLASS 0
 LB0270
 LB0270.The horizontal coordinates were scaled from a map and have
 LB0270.an estimated accuracy of +/- 6 seconds.
 LB0270
 LB0270.The orthometric height was determined by differential leveling and
 LB0270.adjusted by the NATIONAL GEODETIC SURVEY
 LB0270.in June 1991.
 LB0270
 LB0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0270.GEOID18 height accuracy estimate available here.
 LB0270
 LB0270.Click photographs - Photos may exist for this station.
 LB0270
 LB0270.The dynamic height is computed by dividing the NAVD 88
 LB0270.geopotential number by the normal gravity value computed on the
 LB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0270.degrees latitude (g = 980.6199 gals.).
 LB0270
 LB0270.The modeled gravity was interpolated from observed gravity values.
 LB0270
 LB0270;                    North         East    Units  Estimated Accuracy
 LB0270;SPC IN E     -   602,940.       61,020.      MT  (+/- 180 meters Scaled)
 LB0270
 LB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737034(NAD 83)
 LB0270
 LB0270                          SUPERSEDED SURVEY CONTROL
 LB0270
 LB0270  NGVD 29 (??/??/92)  225.02   (m)          738.3    (f) COMPUTED    2 0
 LB0270
 LB0270.Superseded values are not recommended for survey control.
 LB0270
 LB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0270.See file dsdata.pdf to determine how the superseded data were derived.
 LB0270
 LB0270_MARKER: DB = BENCH MARK DISK
 LB0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0270_SP_SET: BRIDGE WING WALL
 LB0270_STAMPING: X 175 1946
 LB0270_MARK LOGO: CGS
 LB0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0270
 LB0270  HISTORY     - Date     Condition        Report By
 LB0270  HISTORY     - 1946     MONUMENTED       CGS
 LB0270
 LB0270                          STATION DESCRIPTION
 LB0270
 LB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0270'2 MI S FROM NEAD.
 LB0270'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL AND
 LB0270'CROSSROADS AT NEAD, SET IN THE TOP OF THE SOUTHEAST WING WALL
 LB0270'OF A WOODEN DECK STEEL BRIDGE OVER BIG PIPE CREEK, 13.5 FEET
 LB0270'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0271 ***********************************************************************
 LB0271  DESIGNATION -  X 175 RESET
 LB0271  PID         -  LB0271
 LB0271  STATE/COUNTY-  IN/MIAMI
 LB0271  COUNTRY     -  US
 LB0271  USGS QUAD   -  ONWARD (2019)
 LB0271
 LB0271                         *CURRENT SURVEY CONTROL
 LB0271  ______________________________________________________________________
 LB0271* NAD 83(1986) POSITION- 40 40 43.     (N) 086 07 41.     (W)   SCALED
 LB0271* NAVD 88 ORTHO HEIGHT -   223.61  (meters)      733.6   (feet) RESET
 LB0271  ______________________________________________________________________
 LB0271  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 LB0271  VERT ORDER      -  THIRD
 LB0271
 LB0271.The horizontal coordinates were scaled from a map and have
 LB0271.an estimated accuracy of +/- 6 seconds.
 LB0271
 LB0271.The orthometric height was computed from unverified reset data.
 LB0271
 LB0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0271.GEOID18 height accuracy estimate available here.
 LB0271
 LB0271.Click photographs - Photos may exist for this station.
 LB0271
 LB0271;                    North         East    Units  Estimated Accuracy
 LB0271;SPC IN E     -   602,970.       60,990.      MT  (+/- 180 meters Scaled)
 LB0271
 LB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL736034(NAD 83)
 LB0271
 LB0271                          SUPERSEDED SURVEY CONTROL
 LB0271
 LB0271.No superseded survey control is available for this station.
 LB0271
 LB0271_MARKER: DB = BENCH MARK DISK
 LB0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0271_SP_SET: BRIDGE SEAT
 LB0271_STAMPING: X 175 RESET 1956
 LB0271_MARK LOGO: CGS
 LB0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0271
 LB0271  HISTORY     - Date     Condition        Report By
 LB0271  HISTORY     - 1956     MONUMENTED       LOCENG
 LB0271  HISTORY     - 1969     POOR             CGS
 LB0271
 LB0271                          STATION DESCRIPTION
 LB0271
 LB0271'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 LB0271'2 MI S FROM NEAD.
 LB0271'2 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL AND CROSSROADS
 LB0271'AT NEAD, APPROXIMATELY 152 FEET NORTH OF AND 18 FEET WEST OF THE
 LB0271'NORTHEAST CORNER OF SEC. 25, T 26 N, R 3 E.  SET IN THE WEST END
 LB0271'OF THE SOUTH BRIDGE SEAT OF A STEEL BEAM BRIDGE WHICH IS ABOUT
 LB0271'5 FEET BELOW THE CONCRETE SURFACE OF THE BRIDGE FLOOR.
 LB0271
 LB0271                          STATION RECOVERY (1969)
 LB0271
 LB0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LB0271'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0423 ***********************************************************************
 ME0423  DESIGNATION -  X 176
 ME0423  PID         -  ME0423
 ME0423  STATE/COUNTY-  IN/MARSHALL
 ME0423  COUNTRY     -  US
 ME0423  USGS QUAD   -  BOURBON (2019)
 ME0423
 ME0423                         *CURRENT SURVEY CONTROL
 ME0423  ______________________________________________________________________
 ME0423* NAD 83(1986) POSITION- 41 15 39.     (N) 086 06 56.     (W)   SCALED
 ME0423* NAVD 88 ORTHO HEIGHT -   253.089 (meters)      830.34  (feet) ADJUSTED
 ME0423  ______________________________________________________________________
 ME0423  GEOID HEIGHT    -        -33.700 (meters)                     GEOID18
 ME0423  DYNAMIC HEIGHT  -        252.984 (meters)      830.00  (feet) COMP
 ME0423  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 ME0423
 ME0423  VERT ORDER      -  SECOND    CLASS 0
 ME0423
 ME0423.The horizontal coordinates were scaled from a map and have
 ME0423.an estimated accuracy of +/- 6 seconds.
 ME0423
 ME0423.The orthometric height was determined by differential leveling and
 ME0423.adjusted by the NATIONAL GEODETIC SURVEY
 ME0423.in June 1991.
 ME0423
 ME0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0423.GEOID18 height accuracy estimate available here.
 ME0423
 ME0423.Click photographs - Photos may exist for this station.
 ME0423
 ME0423.The dynamic height is computed by dividing the NAVD 88
 ME0423.geopotential number by the normal gravity value computed on the
 ME0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0423.degrees latitude (g = 980.6199 gals.).
 ME0423
 ME0423.The modeled gravity was interpolated from observed gravity values.
 ME0423
 ME0423;                    North         East    Units  Estimated Accuracy
 ME0423;SPC IN E     -   667,620.       62,380.      MT  (+/- 180 meters Scaled)
 ME0423
 ME0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL740680(NAD 83)
 ME0423
 ME0423                          SUPERSEDED SURVEY CONTROL
 ME0423
 ME0423  NGVD 29 (??/??/92)  253.213  (m)          830.75   (f) ADJ UNCH    2 0
 ME0423
 ME0423.Superseded values are not recommended for survey control.
 ME0423
 ME0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0423.See file dsdata.pdf to determine how the superseded data were derived.
 ME0423
 ME0423_MARKER: DB = BENCH MARK DISK
 ME0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0423_STAMPING: X 176 1946
 ME0423_MARK LOGO: CGS
 ME0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0423+STABILITY: SURFACE MOTION
 ME0423
 ME0423  HISTORY     - Date     Condition        Report By
 ME0423  HISTORY     - 1946     MONUMENTED       CGS
 ME0423  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0423  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0423  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0423
 ME0423                          STATION DESCRIPTION
 ME0423
 ME0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0423'2.4 MI S FROM BOURBON.
 ME0423'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 331 FROM THE PENNSYLVANIA
 ME0423'RAILROAD STATION AT BOURBON, ABOUT 250 YARDS NORTH OF THE
 ME0423'INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 139 FEET SOUTHWEST OF
 ME0423'THE SOUTHWEST CORNER OF A 2-STORY WHITE FARM HOUSE ON THE EAST
 ME0423'SIDE OF THE HIGHWAY, 96 FEET SOUTH OF THE CENTER LINE OF THE
 ME0423'DRIVEWAY LEADING TO THE HOUSE, 35 FEET EAST OF THE CENTER LINE
 ME0423'OF THE HIGHWAY, 1 1/2 FOOT NORTH OF A TELEPHONE POLE, 2 FEET
 ME0423'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE HIGHWAY
 ME0423'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ME0423'6 INCHES.
 ME0423
 ME0423                          STATION RECOVERY (1985)
 ME0423
 ME0423'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0423'MARK NOT FOUND.
 ME0423
 ME0423                          STATION RECOVERY (1988)
 ME0423
 ME0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0423'MARK NOT FOUND.
 ME0423
 ME0423                          STATION RECOVERY (1988)
 ME0423
 ME0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1287 ***********************************************************************
 MD1287  DESIGNATION -  X 177
 MD1287  PID         -  MD1287
 MD1287  STATE/COUNTY-  IN/KOSCIUSKO
 MD1287  COUNTRY     -  US
 MD1287  USGS QUAD   -  SILVER LAKE (2019)
 MD1287
 MD1287                         *CURRENT SURVEY CONTROL
 MD1287  ______________________________________________________________________
 MD1287* NAD 83(1986) POSITION- 41 03 27.     (N) 085 53 30.     (W)   SCALED
 MD1287* NAVD 88 ORTHO HEIGHT -   267.254 (meters)      876.82  (feet) ADJUSTED
 MD1287  ______________________________________________________________________
 MD1287  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 MD1287  DYNAMIC HEIGHT  -        267.134 (meters)      876.42  (feet) COMP
 MD1287  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 MD1287
 MD1287  VERT ORDER      -  SECOND    CLASS 0
 MD1287
 MD1287.The horizontal coordinates were scaled from a map and have
 MD1287.an estimated accuracy of +/- 6 seconds.
 MD1287
 MD1287.The orthometric height was determined by differential leveling and
 MD1287.adjusted by the NATIONAL GEODETIC SURVEY
 MD1287.in June 1991.
 MD1287
 MD1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1287.GEOID18 height accuracy estimate available here.
 MD1287
 MD1287.Click photographs - Photos may exist for this station.
 MD1287
 MD1287.The dynamic height is computed by dividing the NAVD 88
 MD1287.geopotential number by the normal gravity value computed on the
 MD1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1287.degrees latitude (g = 980.6199 gals.).
 MD1287
 MD1287.The modeled gravity was interpolated from observed gravity values.
 MD1287
 MD1287;                    North         East    Units  Estimated Accuracy
 MD1287;SPC IN E     -   644,970.       81,090.      MT  (+/- 180 meters Scaled)
 MD1287
 MD1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL931457(NAD 83)
 MD1287
 MD1287                          SUPERSEDED SURVEY CONTROL
 MD1287
 MD1287  NGVD 29 (??/??/92)  267.380  (m)          877.23   (f) ADJ UNCH    2 0
 MD1287
 MD1287.Superseded values are not recommended for survey control.
 MD1287
 MD1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1287.See file dsdata.pdf to determine how the superseded data were derived.
 MD1287
 MD1287_MARKER: DB = BENCH MARK DISK
 MD1287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1287_SP_SET: CULVERT HEADWALL
 MD1287_STAMPING: X 177 1946
 MD1287_MARK LOGO: CGS
 MD1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1287+STABILITY: SURFACE MOTION
 MD1287
 MD1287  HISTORY     - Date     Condition        Report By
 MD1287  HISTORY     - 1946     MONUMENTED       CGS
 MD1287
 MD1287                          STATION DESCRIPTION
 MD1287
 MD1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1287'1 MI S FROM SILVER LAKE.
 MD1287'1.0 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 MD1287'SILVER LAKE, 1.0 MILE NORTH OF THE KOSCIUSKO-WABASH COUNTY LINE,
 MD1287'IN THE NORTHWEST QUARTER OF A GRAVEL CROSS ROAD, SET IN THE TOP
 MD1287'OF THE NORTH END OF THE WEST HEADWALL OF AN 18-INCH CORRUGATED
 MD1287'STEEL PIPE CULVERT UNDER THE HIGHWAY, 57 FEET NORTH OF THE CENTER
 MD1287'LINE OF THE GRAVEL ROAD, 21 FEET WEST OF THE CENTER LINE OF THE
 MD1287'HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL
 MD1287'AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0463 ***********************************************************************
 ME0463  DESIGNATION -  X 178
 ME0463  PID         -  ME0463
 ME0463  STATE/COUNTY-  IN/FULTON
 ME0463  COUNTRY     -  US
 ME0463  USGS QUAD   -  KEWANNA (2019)
 ME0463
 ME0463                         *CURRENT SURVEY CONTROL
 ME0463  ______________________________________________________________________
 ME0463* NAD 83(1986) POSITION- 41 03 16.36   (N) 086 22 32.98   (W)   HD_HELD1
 ME0463* NAVD 88 ORTHO HEIGHT -   228.606 (meters)      750.02  (feet) ADJUSTED
 ME0463  ______________________________________________________________________
 ME0463  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 ME0463  DYNAMIC HEIGHT  -        228.510 (meters)      749.70  (feet) COMP
 ME0463  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 ME0463
 ME0463  VERT ORDER      -  SECOND    CLASS 0
 ME0463
 ME0463.The horizontal coordinates were determined by differentially corrected
 ME0463.hand held GPS observations or other comparable positioning techniques
 ME0463.and have an estimated accuracy of +/- 3 meters.
 ME0463
 ME0463.The orthometric height was determined by differential leveling and
 ME0463.adjusted by the NATIONAL GEODETIC SURVEY
 ME0463.in June 1991.
 ME0463
 ME0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0463.GEOID18 height accuracy estimate available here.
 ME0463
 ME0463.Click photographs - Photos may exist for this station.
 ME0463
 ME0463.The dynamic height is computed by dividing the NAVD 88
 ME0463.geopotential number by the normal gravity value computed on the
 ME0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0463.degrees latitude (g = 980.6199 gals.).
 ME0463
 ME0463.The modeled gravity was interpolated from observed gravity values.
 ME0463
 ME0463;                    North         East    Units  Estimated Accuracy
 ME0463;SPC IN E     -   644,857.7      40,385.6     MT  (+/- 3 meters HH1 GPS) 
 ME0463
 ME0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5245044999(NAD 83)
 ME0463
 ME0463                          SUPERSEDED SURVEY CONTROL
 ME0463
 ME0463  NGVD 29 (??/??/92)  228.733  (m)          750.43   (f) ADJ UNCH    2 0
 ME0463
 ME0463.Superseded values are not recommended for survey control.
 ME0463
 ME0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0463.See file dsdata.pdf to determine how the superseded data were derived.
 ME0463
 ME0463_MARKER: DB = BENCH MARK DISK
 ME0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0463_STAMPING: X 178 1946
 ME0463_MARK LOGO: CGS
 ME0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0463+STABILITY: SURFACE MOTION
 ME0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0463+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 ME0463
 ME0463  HISTORY     - Date     Condition        Report By
 ME0463  HISTORY     - 1946     MONUMENTED       CGS
 ME0463  HISTORY     - 20160531 GOOD             INDOT
 ME0463
 ME0463                          STATION DESCRIPTION
 ME0463
 ME0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0463'9.2 MI SW FROM ROCHESTER.
 ME0463'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 ME0463'AT ROCHESTER, THENCE ABOUT 8.5 MILES WEST ALONG STATE HIGHWAY
 ME0463'14, ABOUT 2.05 MILES EAST OF THE CROSSING OF THE PENNSYLVANIA
 ME0463'RAILROAD, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 142 FEET
 ME0463'EAST-SOUTHEAST OF THE SOUTH END OF A 36 INCH CORRUGATED PIPE
 ME0463'CULVERT, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21
 ME0463'FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 6.5 FEET NORTH
 ME0463'OF R.E.A. CO-OP POWER POLE NO. B/66, 5.5 FEET SOUTH OF A CORNER
 ME0463'FENCE POST, ABOUT 0.5 FOOT BELOW THE JUNCTION, AND SET IN THE
 ME0463'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0463
 ME0463                          STATION RECOVERY (2016)
 ME0463
 ME0463'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DLF)
 ME0463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0243 ***********************************************************************
 LB0243  DESIGNATION -  X 179
 LB0243  PID         -  LB0243
 LB0243  STATE/COUNTY-  IN/MIAMI
 LB0243  COUNTRY     -  US
 LB0243  USGS QUAD   -  PERU (2019)
 LB0243
 LB0243                         *CURRENT SURVEY CONTROL
 LB0243  ______________________________________________________________________
 LB0243* NAD 83(1986) POSITION- 40 50 19.     (N) 086 02 10.     (W)   SCALED
 LB0243* NAVD 88 ORTHO HEIGHT -   232.453 (meters)      762.64  (feet) ADJUSTED
 LB0243  ______________________________________________________________________
 LB0243  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 LB0243  DYNAMIC HEIGHT  -        232.343 (meters)      762.28  (feet) COMP
 LB0243  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 LB0243
 LB0243  VERT ORDER      -  SECOND    CLASS 0
 LB0243
 LB0243.The horizontal coordinates were scaled from a map and have
 LB0243.an estimated accuracy of +/- 6 seconds.
 LB0243
 LB0243.The orthometric height was determined by differential leveling and
 LB0243.adjusted by the NATIONAL GEODETIC SURVEY
 LB0243.in June 1991.
 LB0243
 LB0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0243.GEOID18 height accuracy estimate available here.
 LB0243
 LB0243.Click photographs - Photos may exist for this station.
 LB0243
 LB0243.The dynamic height is computed by dividing the NAVD 88
 LB0243.geopotential number by the normal gravity value computed on the
 LB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0243.degrees latitude (g = 980.6199 gals.).
 LB0243
 LB0243.The modeled gravity was interpolated from observed gravity values.
 LB0243
 LB0243;                    North         East    Units  Estimated Accuracy
 LB0243;SPC IN E     -   620,700.       68,840.      MT  (+/- 180 meters Scaled)
 LB0243
 LB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL812212(NAD 83)
 LB0243
 LB0243                          SUPERSEDED SURVEY CONTROL
 LB0243
 LB0243  NGVD 29 (??/??/92)  232.575  (m)          763.04   (f) ADJ UNCH    2 0
 LB0243
 LB0243.Superseded values are not recommended for survey control.
 LB0243
 LB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0243.See file dsdata.pdf to determine how the superseded data were derived.
 LB0243
 LB0243_MARKER: DB = BENCH MARK DISK
 LB0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0243_STAMPING: X 179 1946
 LB0243_MARK LOGO: CGS
 LB0243_PROJECTION: FLUSH
 LB0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0243+STABILITY: SURFACE MOTION
 LB0243
 LB0243  HISTORY     - Date     Condition        Report By
 LB0243  HISTORY     - 1946     MONUMENTED       CGS
 LB0243  HISTORY     - 1958     GOOD             CGS
 LB0243  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0243
 LB0243                          STATION DESCRIPTION
 LB0243
 LB0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0243'1.6 MI S FROM CHILI.
 LB0243'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST
 LB0243'OFFICE AT CHILI, ABOUT 130 YARDS SOUTH OF THE DRIVE WAY TO THE
 LB0243'HOWARD PHILABAUMS TRACTOR SERVICE GARAGE, 70 FEET WEST AND ACROSS
 LB0243'THE HIGHWAY FROM THE NORTHWEST CORNER OF A TOW STORY WHITE HOUSE,
 LB0243'33 FEET NORTH OF THE CENTER LINE OF THE PROLONGED DRIVE WAY
 LB0243'LEADING TO THE FARM HOUSE, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY
 LB0243'FENCE, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LB0243'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LB0243'PROJECTING 6 INCHES.  NOTE-- THE HOWARD PHILABAUMS TRACTOR SERVICE
 LB0243'GARAGE IS NO LONGER IN BUSINESS.  THE BUILDING IS NOW PAINTED
 LB0243'WHITE AND THE NAME IS PRACTICALLY OBSCURED.  THE MARK IS FLUSH
 LB0243'WITH THE GROUND INSTEAD OF 6 INCHES ABOVE.  THERE IS NOW A
 LB0243'DRIVE TO A BRASS FOUNDRY THAT IS THE SAME DISTANCE SOUTH OF THE
 LB0243'MARK AS THE PHILABAUM BUILDING IS NORTH.
 LB0243
 LB0243                          STATION RECOVERY (1958)
 LB0243
 LB0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LB0243'RECOVERED IN GOOD CONDITION.
 LB0243
 LB0243                          STATION RECOVERY (1989)
 LB0243
 LB0243'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0198 ***********************************************************************
 LB0198  DESIGNATION -  X 180
 LB0198  PID         -  LB0198
 LB0198  STATE/COUNTY-  IN/FULTON
 LB0198  COUNTRY     -  US
 LB0198  USGS QUAD   -  MACY (2019)
 LB0198
 LB0198                         *CURRENT SURVEY CONTROL
 LB0198  ______________________________________________________________________
 LB0198* NAD 83(1986) POSITION- 40 57 10.     (N) 086 11 57.     (W)   SCALED
 LB0198* NAVD 88 ORTHO HEIGHT -   245.347 (meters)      804.94  (feet) ADJUSTED
 LB0198  ______________________________________________________________________
 LB0198  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 LB0198  DYNAMIC HEIGHT  -        245.237 (meters)      804.58  (feet) COMP
 LB0198  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 LB0198
 LB0198  VERT ORDER      -  SECOND    CLASS 0
 LB0198
 LB0198.The horizontal coordinates were scaled from a map and have
 LB0198.an estimated accuracy of +/- 6 seconds.
 LB0198
 LB0198.The orthometric height was determined by differential leveling and
 LB0198.adjusted by the NATIONAL GEODETIC SURVEY
 LB0198.in June 1991.
 LB0198
 LB0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0198.GEOID18 height accuracy estimate available here.
 LB0198
 LB0198.Click photographs - Photos may exist for this station.
 LB0198
 LB0198.The dynamic height is computed by dividing the NAVD 88
 LB0198.geopotential number by the normal gravity value computed on the
 LB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0198.degrees latitude (g = 980.6199 gals.).
 LB0198
 LB0198.The modeled gravity was interpolated from observed gravity values.
 LB0198
 LB0198;                    North         East    Units  Estimated Accuracy
 LB0198;SPC IN E     -   633,450.       55,170.      MT  (+/- 180 meters Scaled)
 LB0198
 LB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL673338(NAD 83)
 LB0198
 LB0198                          SUPERSEDED SURVEY CONTROL
 LB0198
 LB0198  NGVD 29 (??/??/92)  245.467  (m)          805.34   (f) ADJ UNCH    2 0
 LB0198
 LB0198.Superseded values are not recommended for survey control.
 LB0198
 LB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0198.See file dsdata.pdf to determine how the superseded data were derived.
 LB0198
 LB0198_MARKER: DB = BENCH MARK DISK
 LB0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0198_STAMPING: X 180 1946
 LB0198_MARK LOGO: CGS
 LB0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0198+STABILITY: SURFACE MOTION
 LB0198
 LB0198  HISTORY     - Date     Condition        Report By
 LB0198  HISTORY     - 1946     MONUMENTED       CGS
 LB0198  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB0198  HISTORY     - 1989     GOOD             USPSQD
 LB0198
 LB0198                          STATION DESCRIPTION
 LB0198
 LB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0198'4.6 MI SW FROM MACY.
 LB0198'ABOUT 4.0 MILES WEST ALONG A PAVED ROAD FROM THE M.E. CHURCH AT
 LB0198'MACY THENCE 0.65 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 1.25 MILE
 LB0198'SOUTHWEST OF THE BRIDGE ACROSS NYONA LAKE, ABOUT 150 YARDS WEST
 LB0198'OF A TURN IN THE ROAD WITH TANGENTS EXTENDING NORTH AND WEST,
 LB0198'SET AT AN OLD ABANDONED HOUSE ON THE NORTH SIDE OF THE ROAD,
 LB0198'117 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 77 FEET
 LB0198'WEST OF AN 8 INCH WALNUT TREE, 68 FEET SOUTH OF A 10 INCH PEAR TREE,
 LB0198'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET WEST OF A
 LB0198'TELEPHONE POLE, 1.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT
 LB0198'0.5 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0198'PROJECTING 6 INCHES.
 LB0198
 LB0198                          STATION RECOVERY (1960)
 LB0198
 LB0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LB0198'MARK NOT FOUND.
 LB0198
 LB0198                          STATION RECOVERY (1989)
 LB0198
 LB0198'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0180 ***********************************************************************
 LB0180  DESIGNATION -  X 181
 LB0180  PID         -  LB0180
 LB0180  STATE/COUNTY-  IN/CASS
 LB0180  COUNTRY     -  US
 LB0180  USGS QUAD   -  TWELVE MILE (2019)
 LB0180
 LB0180                         *CURRENT SURVEY CONTROL
 LB0180  ______________________________________________________________________
 LB0180* NAD 83(1986) POSITION- 40 49 51.     (N) 086 13 26.     (W)   SCALED
 LB0180* NAVD 88 ORTHO HEIGHT -   219.426 (meters)      719.90  (feet) ADJUSTED
 LB0180  ______________________________________________________________________
 LB0180  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 LB0180  DYNAMIC HEIGHT  -        219.324 (meters)      719.57  (feet) COMP
 LB0180  MODELED GRAVITY -    980,154.8   (mgal)                       NAVD 88
 LB0180
 LB0180  VERT ORDER      -  SECOND    CLASS 0
 LB0180
 LB0180.The horizontal coordinates were scaled from a map and have
 LB0180.an estimated accuracy of +/- 6 seconds.
 LB0180
 LB0180.The orthometric height was determined by differential leveling and
 LB0180.adjusted by the NATIONAL GEODETIC SURVEY
 LB0180.in June 1991.
 LB0180
 LB0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0180.GEOID18 height accuracy estimate available here.
 LB0180
 LB0180.Click photographs - Photos may exist for this station.
 LB0180
 LB0180.The dynamic height is computed by dividing the NAVD 88
 LB0180.geopotential number by the normal gravity value computed on the
 LB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0180.degrees latitude (g = 980.6199 gals.).
 LB0180
 LB0180.The modeled gravity was interpolated from observed gravity values.
 LB0180
 LB0180;                    North         East    Units  Estimated Accuracy
 LB0180;SPC IN E     -   619,920.       53,000.      MT  (+/- 180 meters Scaled)
 LB0180
 LB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL654202(NAD 83)
 LB0180
 LB0180                          SUPERSEDED SURVEY CONTROL
 LB0180
 LB0180  NGVD 29 (??/??/92)  219.545  (m)          720.29   (f) ADJ UNCH    2 0
 LB0180
 LB0180.Superseded values are not recommended for survey control.
 LB0180
 LB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0180.See file dsdata.pdf to determine how the superseded data were derived.
 LB0180
 LB0180_MARKER: DB = BENCH MARK DISK
 LB0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0180_STAMPING: X 181 1946
 LB0180_MARK LOGO: CGS
 LB0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0180+STABILITY: SURFACE MOTION
 LB0180
 LB0180  HISTORY     - Date     Condition        Report By
 LB0180  HISTORY     - 1946     MONUMENTED       CGS
 LB0180  HISTORY     - 1989     GOOD             USPSQD
 LB0180
 LB0180                          STATION DESCRIPTION
 LB0180
 LB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0180'3 MI S FROM TWELVE MILE.
 LB0180'ABOUT 2.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 LB0180'TWELVE MILE, THENCE ABOUT 0.45 MILE EAST ALONG A GRAVEL ROAD,
 LB0180'SET IN THE NORTHEAST QUARTER OF THE INTERSECTION OF THE CHESAPEAKE
 LB0180'AND OHIO RAILROAD, 45.5 FEET EAST OF THE EAST RAIL, 26 FEET EAST
 LB0180'OF THE CROSSING WARNING SIGN, 24 FEET NORTH OF THE CENTER LINE
 LB0180'OF THE ROAD, 8 FEET NORTH OF TELEPHONE POLE, ABOUT 0.5 FOOT BELOW
 LB0180'THE CROSSING AND SET IN A CONCRETE POST PROJECTING 6 INCHES.
 LB0180'NOTE-- THIS MARK MAY BE REACHED FROM THE M.E. CHURCH IN HOOVERS
 LB0180'BY GOING ABOUT 1.6 MILES NORTH THENCE ABOUT 1.3 MILE WEST ALONG
 LB0180'A GRAVEL ROAD LEADING TO FULTON.
 LB0180
 LB0180                          STATION RECOVERY (1989)
 LB0180
 LB0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0226 ***********************************************************************
 LB0226  DESIGNATION -  X 182
 LB0226  PID         -  LB0226
 LB0226  STATE/COUNTY-  IN/CASS
 LB0226  COUNTRY     -  US
 LB0226  USGS QUAD   -  TWELVE MILE (2019)
 LB0226
 LB0226                         *CURRENT SURVEY CONTROL
 LB0226  ______________________________________________________________________
 LB0226* NAD 83(1986) POSITION- 40 45 55.     (N) 086 12 09.     (W)   SCALED
 LB0226* NAVD 88 ORTHO HEIGHT -   207.057 (meters)      679.32  (feet) ADJUSTED
 LB0226  ______________________________________________________________________
 LB0226  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 LB0226  DYNAMIC HEIGHT  -        206.958 (meters)      678.99  (feet) COMP
 LB0226  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 LB0226
 LB0226  VERT ORDER      -  SECOND    CLASS 0
 LB0226
 LB0226.The horizontal coordinates were scaled from a map and have
 LB0226.an estimated accuracy of +/- 6 seconds.
 LB0226
 LB0226.The orthometric height was determined by differential leveling and
 LB0226.adjusted by the NATIONAL GEODETIC SURVEY
 LB0226.in June 1991.
 LB0226
 LB0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0226.GEOID18 height accuracy estimate available here.
 LB0226
 LB0226.Click photographs - Photos may exist for this station.
 LB0226
 LB0226.The dynamic height is computed by dividing the NAVD 88
 LB0226.geopotential number by the normal gravity value computed on the
 LB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0226.degrees latitude (g = 980.6199 gals.).
 LB0226
 LB0226.The modeled gravity was interpolated from observed gravity values.
 LB0226
 LB0226;                    North         East    Units  Estimated Accuracy
 LB0226;SPC IN E     -   612,630.       54,760.      MT  (+/- 180 meters Scaled)
 LB0226
 LB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL673130(NAD 83)
 LB0226
 LB0226                          SUPERSEDED SURVEY CONTROL
 LB0226
 LB0226  NGVD 29 (??/??/92)  207.179  (m)          679.72   (f) ADJ UNCH    2 0
 LB0226
 LB0226.Superseded values are not recommended for survey control.
 LB0226
 LB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0226.See file dsdata.pdf to determine how the superseded data were derived.
 LB0226
 LB0226_MARKER: DB = BENCH MARK DISK
 LB0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0226_SP_SET: BRIDGE ABUTMENT
 LB0226_STAMPING: X 182 1946
 LB0226_MARK LOGO: CGS
 LB0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0226+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LB0226
 LB0226  HISTORY     - Date     Condition        Report By
 LB0226  HISTORY     - 1946     MONUMENTED       CGS
 LB0226  HISTORY     - 20060630 GOOD             INDIV
 LB0226
 LB0226                          STATION DESCRIPTION
 LB0226
 LB0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0226'0.5 MI W FROM NEW WAVERLY.
 LB0226'ABOUT 0.5 MI WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 LB0226'NEW WAVERLY, ABOUT 41 RAILS WEST OF SEMAPHORE SIGNAL NO. 209.5,
 LB0226'SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE
 LB0226'NO. 472, 6 FEET NORTH OF THE NORTH RAIL, ABOUT 1 FOOT BELOW
 LB0226'THE TRACK.
 LB0226
 LB0226                          STATION RECOVERY (2006)
 LB0226
 LB0226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCS)
 LB0226'MONUMENT IS IN GOOD CONDITION, HOWEVER AND 12 IN. BY 6 IN. CONCRETE
 LB0226'SLAB HAS BEEN PLACED ON THE RAILROAD BRIDGE TO BUILD UP THE BALLAST.
 LB0226'THIS SLAB IS SLUMPED OVER THE MONUMENT MAKING IT INACCESSIBLE FROM THE
 LB0226'TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1699 ***********************************************************************
 LA1699  DESIGNATION -  X 183
 LA1699  PID         -  LA1699
 LA1699  STATE/COUNTY-  IN/WABASH
 LA1699  COUNTRY     -  US
 LA1699  USGS QUAD   -  RICHVALLEY (2019)
 LA1699
 LA1699                         *CURRENT SURVEY CONTROL
 LA1699  ______________________________________________________________________
 LA1699* NAD 83(1986) POSITION- 40 52 03.     (N) 085 55 26.     (W)   SCALED
 LA1699* NAVD 88 ORTHO HEIGHT -   236.100 (meters)      774.60  (feet) ADJUSTED
 LA1699  ______________________________________________________________________
 LA1699  GEOID HEIGHT    -        -34.148 (meters)                     GEOID18
 LA1699  DYNAMIC HEIGHT  -        235.989 (meters)      774.24  (feet) COMP
 LA1699  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 LA1699
 LA1699  VERT ORDER      -  SECOND    CLASS 0
 LA1699
 LA1699.The horizontal coordinates were scaled from a map and have
 LA1699.an estimated accuracy of +/- 6 seconds.
 LA1699
 LA1699.The orthometric height was determined by differential leveling and
 LA1699.adjusted by the NATIONAL GEODETIC SURVEY
 LA1699.in June 1991.
 LA1699
 LA1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1699.GEOID18 height accuracy estimate available here.
 LA1699
 LA1699.Click photographs - Photos may exist for this station.
 LA1699
 LA1699.The dynamic height is computed by dividing the NAVD 88
 LA1699.geopotential number by the normal gravity value computed on the
 LA1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1699.degrees latitude (g = 980.6199 gals.).
 LA1699
 LA1699.The modeled gravity was interpolated from observed gravity values.
 LA1699
 LA1699;                    North         East    Units  Estimated Accuracy
 LA1699;SPC IN E     -   623,880.       78,320.      MT  (+/- 180 meters Scaled)
 LA1699
 LA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL906246(NAD 83)
 LA1699
 LA1699                          SUPERSEDED SURVEY CONTROL
 LA1699
 LA1699  NGVD 29 (??/??/92)  236.222  (m)          775.01   (f) ADJ UNCH    2 0
 LA1699
 LA1699.Superseded values are not recommended for survey control.
 LA1699
 LA1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1699.See file dsdata.pdf to determine how the superseded data were derived.
 LA1699
 LA1699_MARKER: DB = BENCH MARK DISK
 LA1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1699_STAMPING: X 183 1946
 LA1699_MARK LOGO: CGS
 LA1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1699+STABILITY: SURFACE MOTION
 LA1699
 LA1699  HISTORY     - Date     Condition        Report By
 LA1699  HISTORY     - 1946     MONUMENTED       CGS
 LA1699
 LA1699                          STATION DESCRIPTION
 LA1699
 LA1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1699'3.3 MI S FROM ROANN.
 LA1699'ABOUT 3.3 MILES SOUTH ALONG THE RICHVALLEY ROAD FROM ITS JUNCTION
 LA1699'WITH STATE HIGHWAY 16 AT ROANN, ABOUT 0.4 MILE NORTH OF A SINGLE
 LA1699'SPAN STEEL BRIDGE, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA1699'EAST, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 23 FEET
 LA1699'EAST OF THE CENTER LINE OF THE RICHVALLEY ROAD, 27 FEET SOUTH
 LA1699'OF TELEPHONE POLE NO. 8, ABOUT LEVEL WITH THE JUNCTION, AND SET
 LA1699'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0258 ***********************************************************************
 ME0258  DESIGNATION -  X 184
 ME0258  PID         -  ME0258
 ME0258  STATE/COUNTY-  IN/MARSHALL
 ME0258  COUNTRY     -  US
 ME0258  USGS QUAD   -  PLYMOUTH (2019)
 ME0258
 ME0258                         *CURRENT SURVEY CONTROL
 ME0258  ______________________________________________________________________
 ME0258* NAD 83(1986) POSITION- 41 19 44.     (N) 086 15 24.     (W)   SCALED
 ME0258* NAVD 88 ORTHO HEIGHT -   256.087 (meters)      840.18  (feet) ADJUSTED
 ME0258  ______________________________________________________________________
 ME0258  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 ME0258  DYNAMIC HEIGHT  -        255.979 (meters)      839.82  (feet) COMP
 ME0258  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 ME0258
 ME0258  VERT ORDER      -  FIRST     CLASS I
 ME0258
 ME0258.The horizontal coordinates were scaled from a map and have
 ME0258.an estimated accuracy of +/- 6 seconds.
 ME0258
 ME0258.The orthometric height was determined by differential leveling and
 ME0258.adjusted by the NATIONAL GEODETIC SURVEY
 ME0258.in June 1991.
 ME0258
 ME0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0258.GEOID18 height accuracy estimate available here.
 ME0258
 ME0258.Click photographs - Photos may exist for this station.
 ME0258
 ME0258.The dynamic height is computed by dividing the NAVD 88
 ME0258.geopotential number by the normal gravity value computed on the
 ME0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0258.degrees latitude (g = 980.6199 gals.).
 ME0258
 ME0258.The modeled gravity was interpolated from observed gravity values.
 ME0258
 ME0258;                    North         East    Units  Estimated Accuracy
 ME0258;SPC IN E     -   675,250.       50,610.      MT  (+/- 180 meters Scaled)
 ME0258
 ME0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL622755(NAD 83)
 ME0258
 ME0258                          SUPERSEDED SURVEY CONTROL
 ME0258
 ME0258  NGVD 29 (??/??/92)  256.209  (m)          840.58   (f) ADJ UNCH    1 1
 ME0258
 ME0258.Superseded values are not recommended for survey control.
 ME0258
 ME0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0258.See file dsdata.pdf to determine how the superseded data were derived.
 ME0258
 ME0258_MARKER: DB = BENCH MARK DISK
 ME0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0258+WITH SETTING: PAVEMENT
 ME0258_SP_SET: SIGNAL CONTROL BASE
 ME0258_STAMPING: X 184 1946
 ME0258_MARK LOGO: CGS
 ME0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0258+STABILITY: SURFACE MOTION
 ME0258
 ME0258  HISTORY     - Date     Condition        Report By
 ME0258  HISTORY     - 1946     MONUMENTED       CGS
 ME0258  HISTORY     - 1968     GOOD             CGS
 ME0258  HISTORY     - 1983     GOOD             LOCSUR
 ME0258  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0258  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0258
 ME0258                          STATION DESCRIPTION
 ME0258
 ME0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0258'3.2 MI E FROM PLYMOUTH.
 ME0258'ABOUT 3.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0258'STATION AT PLYMOUTH, ABOUT 0.2 MILE EAST OF MILEPOST 381, SET
 ME0258'VERTICALLY IN THE NORTH FACE OF A 3 FOOT SQUARE CONCRETE BASE FOR
 ME0258'A SIGNAL CONTROL BOX, 7.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 ME0258'EASTBOUND TRACK, 1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND
 ME0258'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 11, T 33 N, R 2 E.
 ME0258
 ME0258                          STATION RECOVERY (1983)
 ME0258
 ME0258'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ME0258'ABOUT 2.9 MILES WEST ALONG THE PENN-CENTRAL RAILROAD FROM THE
 ME0258'BLACKTOP CROSSING AT INWOOD, SIGNAL 377.9, 3.2 MILES EAST OF THE
 ME0258'STATION AT PLMOUTH, ABOUT 0.2 MILE EAST OF MILEPOST 381 AND KING ROAD
 ME0258'CROSSING, 6 1/2 RAILS WEST AND ACROSS THE TRACKS FROM A WHISTLE POST,
 ME0258'SET VERTICALLY IN THE CENTER OF THE NORTH FACE OF THE CONCRETE
 ME0258'FOUNDATION OF A REMOVED AND ABANDONED RELAY SIGNAL TOWER, ABOUT 8
 ME0258'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK AND ABOUT TWO
 ME0258'FEET LOWER THAT THE TRACK.
 ME0258
 ME0258                          STATION RECOVERY (1990)
 ME0258
 ME0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0258'MARK NOT FOUND.
 ME0258
 ME0258                          STATION RECOVERY (1992)
 ME0258
 ME0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0258'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1447 ***********************************************************************
 LA1447  DESIGNATION -  X 185
 LA1447  PID         -  LA1447
 LA1447  STATE/COUNTY-  IN/MADISON
 LA1447  COUNTRY     -  US
 LA1447  USGS QUAD   -  ALEXANDRIA (2019)
 LA1447
 LA1447                         *CURRENT SURVEY CONTROL
 LA1447  ______________________________________________________________________
 LA1447* NAD 83(1986) POSITION- 40 16 40.     (N) 085 42 44.     (W)   SCALED
 LA1447* NAVD 88 ORTHO HEIGHT -   258.555 (meters)      848.28  (feet) ADJUSTED
 LA1447  ______________________________________________________________________
 LA1447  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 LA1447  DYNAMIC HEIGHT  -        258.419 (meters)      847.83  (feet) COMP
 LA1447  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 LA1447
 LA1447  VERT ORDER      -  SECOND    CLASS 0
 LA1447
 LA1447.The horizontal coordinates were scaled from a map and have
 LA1447.an estimated accuracy of +/- 6 seconds.
 LA1447
 LA1447.The orthometric height was determined by differential leveling and
 LA1447.adjusted by the NATIONAL GEODETIC SURVEY
 LA1447.in June 1991.
 LA1447
 LA1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1447.GEOID18 height accuracy estimate available here.
 LA1447
 LA1447.Click photographs - Photos may exist for this station.
 LA1447
 LA1447.The dynamic height is computed by dividing the NAVD 88
 LA1447.geopotential number by the normal gravity value computed on the
 LA1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1447.degrees latitude (g = 980.6199 gals.).
 LA1447
 LA1447.The modeled gravity was interpolated from observed gravity values.
 LA1447
 LA1447;                    North         East    Units  Estimated Accuracy
 LA1447;SPC IN E     -   558,360.       96,130.      MT  (+/- 180 meters Scaled)
 LA1447
 LA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK094593(NAD 83)
 LA1447
 LA1447                          SUPERSEDED SURVEY CONTROL
 LA1447
 LA1447  NGVD 29 (??/??/92)  258.695  (m)          848.74   (f) ADJ UNCH    2 0
 LA1447
 LA1447.Superseded values are not recommended for survey control.
 LA1447
 LA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1447.See file dsdata.pdf to determine how the superseded data were derived.
 LA1447
 LA1447_MARKER: DB = BENCH MARK DISK
 LA1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1447_SP_SET: ABUTMENT
 LA1447_STAMPING: X 185 1946
 LA1447_MARK LOGO: CGS
 LA1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1447
 LA1447  HISTORY     - Date     Condition        Report By
 LA1447  HISTORY     - 1946     MONUMENTED       CGS
 LA1447  HISTORY     - 20070619 MARK NOT FOUND   ACCU
 LA1447
 LA1447                          STATION DESCRIPTION
 LA1447
 LA1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1447'2.2 MI W FROM ALEXANDRIA.
 LA1447'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1447'INTERSECTION WITH STATE HIGHWAY 9 AT ALEXANDRIA, ABOUT 0.2 MILE
 LA1447'WEST OF A NORTH-SOUTH CROSS ROAD, SET IN THE TOP OF THE NORTH
 LA1447'END OF THE EAST CONCRETE ABUTMENT OF A 60 FOOT CONCRETE BRIDGE
 LA1447'OVER LILLY CREEK, 14 FEET NORTH OF THE CENTER LINE OF THE
 LA1447'HIGHWAY, 1 FOOT NORTH OF THE NORTH CONCRETE BRIDGE RAILING, AND
 LA1447'ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 LA1447
 LA1447                          STATION RECOVERY (2007)
 LA1447
 LA1447'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2007 (WC)
 LA1447'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1085 ***********************************************************************
 MD1085  DESIGNATION -  X 186
 MD1085  PID         -  MD1085
 MD1085  STATE/COUNTY-  IN/WHITLEY
 MD1085  COUNTRY     -  US
 MD1085  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1085
 MD1085                         *CURRENT SURVEY CONTROL
 MD1085  ______________________________________________________________________
 MD1085* NAD 83(1986) POSITION- 41 05 20.     (N) 085 37 41.     (W)   SCALED
 MD1085* NAVD 88 ORTHO HEIGHT -   246.231 (meters)      807.84  (feet) ADJUSTED
 MD1085  ______________________________________________________________________
 MD1085  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 MD1085  DYNAMIC HEIGHT  -        246.124 (meters)      807.49  (feet) COMP
 MD1085  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 MD1085
 MD1085  VERT ORDER      -  SECOND    CLASS 0
 MD1085
 MD1085.The horizontal coordinates were scaled from a map and have
 MD1085.an estimated accuracy of +/- 6 seconds.
 MD1085
 MD1085.The orthometric height was determined by differential leveling and
 MD1085.adjusted by the NATIONAL GEODETIC SURVEY
 MD1085.in June 1991.
 MD1085
 MD1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1085.GEOID18 height accuracy estimate available here.
 MD1085
 MD1085.Click photographs - Photos may exist for this station.
 MD1085
 MD1085.The dynamic height is computed by dividing the NAVD 88
 MD1085.geopotential number by the normal gravity value computed on the
 MD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1085.degrees latitude (g = 980.6199 gals.).
 MD1085
 MD1085.The modeled gravity was interpolated from observed gravity values.
 MD1085
 MD1085;                    North         East    Units  Estimated Accuracy
 MD1085;SPC IN E     -   648,430.      103,240.      MT  (+/- 180 meters Scaled)
 MD1085
 MD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL152495(NAD 83)
 MD1085
 MD1085                          SUPERSEDED SURVEY CONTROL
 MD1085
 MD1085  NGVD 29 (??/??/92)  246.363  (m)          808.28   (f) ADJ UNCH    2 0
 MD1085
 MD1085.Superseded values are not recommended for survey control.
 MD1085
 MD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1085.See file dsdata.pdf to determine how the superseded data were derived.
 MD1085
 MD1085_MARKER: DB = BENCH MARK DISK
 MD1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1085_STAMPING: X 186 1946
 MD1085_MARK LOGO: CGS
 MD1085_PROJECTION: FLUSH
 MD1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1085+STABILITY: SURFACE MOTION
 MD1085
 MD1085  HISTORY     - Date     Condition        Report By
 MD1085  HISTORY     - 1946     MONUMENTED       CGS
 MD1085  HISTORY     - 1961     GOOD             CGS
 MD1085
 MD1085                          STATION DESCRIPTION
 MD1085
 MD1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1085'0.2 MI N FROM SOUTH WHITLEY.
 MD1085'IN SOUTH WHITLEY, ABOUT 0.25 MILE N OF THE POST OFFICE, IN THE
 MD1085'NW ANGLE OF THE CROSSING OF NO. 5 INDIANA HIGHWAY AND THE
 MD1085'PENNSYLVANIA RAILROAD, ABOUT 65 YARDS N OF THE N.Y.C. AND ST.L.
 MD1085'(NICKEL PLATE) RAILROAD, 36.6 FEET NW OF NW RAIL OF THE MAIN
 MD1085'TRACK, 1.5 FEET LOWER THAN TOP OF SAME, 34 FEET W OF CENTER LINE
 MD1085'OF THE HIGHWAY, 16-1/2 FEET NW OF RAILROAD WARNING SIGNAL, AND
 MD1085'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1707 ***********************************************************************
 LA1707  DESIGNATION -  X 187
 LA1707  PID         -  LA1707
 LA1707  STATE/COUNTY-  IN/WABASH
 LA1707  COUNTRY     -  US
 LA1707  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1707
 LA1707                         *CURRENT SURVEY CONTROL
 LA1707  ______________________________________________________________________
 LA1707* NAD 83(1986) POSITION- 40 54 46.8    (N) 085 46 35.4    (W)   HD_HELD2
 LA1707* NAVD 88 ORTHO HEIGHT -   242.432 (meters)      795.38  (feet) ADJUSTED
 LA1707  ______________________________________________________________________
 LA1707  GEOID HEIGHT    -        -34.071 (meters)                     GEOID18
 LA1707  DYNAMIC HEIGHT  -        242.320 (meters)      795.01  (feet) COMP
 LA1707  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 LA1707
 LA1707  VERT ORDER      -  SECOND    CLASS 0
 LA1707
 LA1707.The horizontal coordinates were established by autonomous hand held GPS
 LA1707.observations and have an estimated accuracy of +/- 10 meters.
 LA1707
 LA1707.The orthometric height was determined by differential leveling and
 LA1707.adjusted by the NATIONAL GEODETIC SURVEY
 LA1707.in June 1991.
 LA1707
 LA1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1707.GEOID18 height accuracy estimate available here.
 LA1707
 LA1707.Click photographs - Photos may exist for this station.
 LA1707
 LA1707.The dynamic height is computed by dividing the NAVD 88
 LA1707.geopotential number by the normal gravity value computed on the
 LA1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1707.degrees latitude (g = 980.6199 gals.).
 LA1707
 LA1707.The modeled gravity was interpolated from observed gravity values.
 LA1707
 LA1707;                    North         East    Units  Estimated Accuracy
 LA1707;SPC IN E     -   628,903.       90,747.      MT  (+/- 10 meters HH2 GPS)
 LA1707
 LA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0303429819(NAD 83)
 LA1707
 LA1707                          SUPERSEDED SURVEY CONTROL
 LA1707
 LA1707  NGVD 29 (??/??/92)  242.56   (m)          795.8    (f) COMPUTED    2 0
 LA1707
 LA1707.Superseded values are not recommended for survey control.
 LA1707
 LA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1707.See file dsdata.pdf to determine how the superseded data were derived.
 LA1707
 LA1707_MARKER: DB = BENCH MARK DISK
 LA1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1707_STAMPING: X 187 1946
 LA1707_MARK LOGO: CGS
 LA1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1707+STABILITY: SURFACE MOTION
 LA1707
 LA1707  HISTORY     - Date     Condition        Report By
 LA1707  HISTORY     - 1946     MONUMENTED       CGS
 LA1707
 LA1707                          STATION DESCRIPTION
 LA1707
 LA1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1707'1.8 MI NE FROM URBANA.
 LA1707'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1707'THE STATION AT URBANA, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY
 LA1707'16, ABOUT 210 FEET NORTHEAST OF THE CENTER OF THE JUNCTION WITH
 LA1707'A GRAVEL ROAD LEADING SOUTH, 105 FEET SOUTHWEST OF THE SOUTHWEST
 LA1707'CORNER OF A LARGE RED BARN, 20 FEET NORTH OF THE CENTER LINE
 LA1707'OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 LA1707'LEADING TO THE BARN, 5.5 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 LA1707'NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW
 LA1707'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LA1707'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0964 ***********************************************************************
 MD0964  DESIGNATION -  X 189
 MD0964  PID         -  MD0964
 MD0964  STATE/COUNTY-  IN/WHITLEY
 MD0964  COUNTRY     -  US
 MD0964  USGS QUAD   -  LAUD (2019)
 MD0964
 MD0964                         *CURRENT SURVEY CONTROL
 MD0964  ______________________________________________________________________
 MD0964* NAD 83(1986) POSITION- 41 00 18.     (N) 085 22 30.     (W)   SCALED
 MD0964* NAVD 88 ORTHO HEIGHT -   255.224 (meters)      837.35  (feet) ADJUSTED
 MD0964  ______________________________________________________________________
 MD0964  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 MD0964  DYNAMIC HEIGHT  -        255.114 (meters)      836.99  (feet) COMP
 MD0964  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 MD0964
 MD0964  VERT ORDER      -  SECOND    CLASS 0
 MD0964
 MD0964.The horizontal coordinates were scaled from a map and have
 MD0964.an estimated accuracy of +/- 6 seconds.
 MD0964
 MD0964.The orthometric height was determined by differential leveling and
 MD0964.adjusted by the NATIONAL GEODETIC SURVEY
 MD0964.in June 1991.
 MD0964
 MD0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0964.GEOID18 height accuracy estimate available here.
 MD0964
 MD0964.Click photographs - Photos may exist for this station.
 MD0964
 MD0964.The dynamic height is computed by dividing the NAVD 88
 MD0964.geopotential number by the normal gravity value computed on the
 MD0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0964.degrees latitude (g = 980.6199 gals.).
 MD0964
 MD0964.The modeled gravity was interpolated from observed gravity values.
 MD0964
 MD0964;                    North         East    Units  Estimated Accuracy
 MD0964;SPC IN E     -   639,150.      124,540.      MT  (+/- 180 meters Scaled)
 MD0964
 MD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL366405(NAD 83)
 MD0964
 MD0964                          SUPERSEDED SURVEY CONTROL
 MD0964
 MD0964  NGVD 29 (??/??/92)  255.368  (m)          837.82   (f) ADJ UNCH    2 0
 MD0964
 MD0964.Superseded values are not recommended for survey control.
 MD0964
 MD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0964.See file dsdata.pdf to determine how the superseded data were derived.
 MD0964
 MD0964_MARKER: DB = BENCH MARK DISK
 MD0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0964_STAMPING: X 189 1946
 MD0964_MARK LOGO: CGS
 MD0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0964+STABILITY: SURFACE MOTION
 MD0964
 MD0964  HISTORY     - Date     Condition        Report By
 MD0964  HISTORY     - 1946     MONUMENTED       CGS
 MD0964  HISTORY     - 1961     GOOD             CGS
 MD0964  HISTORY     - 1966     GOOD             CGS
 MD0964
 MD0964                          STATION DESCRIPTION
 MD0964
 MD0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0964'10.5 MI E FROM LUTHER.
 MD0964'ABOUT 10.5 MILES E OF LUTHER OR 5.1 MILES E ALONG NO. 114
 MD0964'INDIANA HIGHWAY FROM ITS INTERSECTION WITH NO. 9 INDIANA HWY.,
 MD0964'ABOUT 36 YARDS E OF PROJECTED CENTER LINE OF NO. 400 E HUNTINGTON
 MD0964'COUNTY ROAD, 54 FEET W OF CENTER LINE OF NO. 600 E WHITLEY
 MD0964'CO. ROAD, 43 FEET N OF CENTER LINE OF 20-FOOT ASPHALT HWY.
 MD0964'PAVEMENT, 2.6 FEET LOWER THAN SAME, 41-1/2 FEET W OF POWER
 MD0964'POLE, 1.5 FEET W OF STEEL WITNESS POST, PROJECTING 0.3 FOOT.
 MD0964
 MD0964                          STATION RECOVERY (1966)
 MD0964
 MD0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0097 ***********************************************************************
 ME0097  DESIGNATION -  X 19
 ME0097  PID         -  ME0097
 ME0097  STATE/COUNTY-  IN/ST JOSEPH
 ME0097  COUNTRY     -  US
 ME0097  USGS QUAD   -  LYDICK (2019)
 ME0097
 ME0097                         *CURRENT SURVEY CONTROL
 ME0097  ______________________________________________________________________
 ME0097* NAD 83(1986) POSITION- 41 41 56.     (N) 086 26 00.     (W)   SCALED
 ME0097* NAVD 88 ORTHO HEIGHT -   223.141 (meters)      732.09  (feet) ADJUSTED
 ME0097  ______________________________________________________________________
 ME0097  GEOID HEIGHT    -        -33.830 (meters)                     GEOID18
 ME0097  DYNAMIC HEIGHT  -        223.056 (meters)      731.81  (feet) COMP
 ME0097  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 ME0097
 ME0097  VERT ORDER      -  SECOND    CLASS 0
 ME0097
 ME0097.The horizontal coordinates were scaled from a map and have
 ME0097.an estimated accuracy of +/- 6 seconds.
 ME0097
 ME0097.The orthometric height was determined by differential leveling and
 ME0097.adjusted by the NATIONAL GEODETIC SURVEY
 ME0097.in June 1991.
 ME0097
 ME0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0097.GEOID18 height accuracy estimate available here.
 ME0097
 ME0097.Click photographs - Photos may exist for this station.
 ME0097
 ME0097.The dynamic height is computed by dividing the NAVD 88
 ME0097.geopotential number by the normal gravity value computed on the
 ME0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0097.degrees latitude (g = 980.6199 gals.).
 ME0097
 ME0097.The modeled gravity was interpolated from observed gravity values.
 ME0097
 ME0097;                    North         East    Units  Estimated Accuracy
 ME0097;SPC IN E     -   716,460.       36,180.      MT  (+/- 180 meters Scaled)
 ME0097
 ME0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM471165(NAD 83)
 ME0097
 ME0097                          SUPERSEDED SURVEY CONTROL
 ME0097
 ME0097  NGVD 29 (??/??/92)  223.251  (m)          732.45   (f) ADJ UNCH    2 0
 ME0097
 ME0097.Superseded values are not recommended for survey control.
 ME0097
 ME0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0097.See file dsdata.pdf to determine how the superseded data were derived.
 ME0097
 ME0097_MARKER: DB = BENCH MARK DISK
 ME0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0097_STAMPING: X 19 1934
 ME0097_MARK LOGO: CGS
 ME0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0097+STABILITY: SURFACE MOTION
 ME0097
 ME0097  HISTORY     - Date     Condition        Report By
 ME0097  HISTORY     - 1934     MONUMENTED       CGS
 ME0097  HISTORY     - 1958     MARK NOT FOUND   CGS
 ME0097
 ME0097                          STATION DESCRIPTION
 ME0097
 ME0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0097'3.9 MI E FROM NEW CARLISLE.
 ME0097'3.9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0097'STATION AT NEW CARLISLE, ST. JOSEPH COUNTY, AT THE CHICAGO,
 ME0097'SOUTH SHORE AND SOUTH BEND RAILROAD FLAG STOP AT ZEIGLER, IN
 ME0097'THE SOUTHEAST ANGLE OF THE CROSSING OF THE NEW YORK CENTRAL
 ME0097'RAILROAD AND A GRAVEL ROAD, BETWEEN THE TRACK AND A CINDER ROAD
 ME0097'PARALLELING THE TRACK, 14 YARDS SOUTH OF THE SOUTH RAIL OF THE
 ME0097'EAST-BOUND TRACK, 14 YARDS EAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 ME0097'5 YARDS NORTH OF THE CENTERLINE OF THE CINDER ROAD, AND ABOUT 5
 ME0097'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED X 19 1934
 ME0097'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 ME0097'GROUND.
 ME0097
 ME0097                          STATION RECOVERY (1958)
 ME0097
 ME0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 ME0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0294 ***********************************************************************
 LB0294  DESIGNATION -  X 190
 LB0294  PID         -  LB0294
 LB0294  STATE/COUNTY-  IN/MIAMI
 LB0294  COUNTRY     -  US
 LB0294  USGS QUAD   -  GALVESTON (2019)
 LB0294
 LB0294                         *CURRENT SURVEY CONTROL
 LB0294  ______________________________________________________________________
 LB0294* NAD 83(1986) POSITION- 40 35 04.     (N) 086 09 52.     (W)   SCALED
 LB0294* NAVD 88 ORTHO HEIGHT -   247.809 (meters)      813.02  (feet) ADJUSTED
 LB0294  ______________________________________________________________________
 LB0294  GEOID HEIGHT    -        -34.357 (meters)                     GEOID18
 LB0294  DYNAMIC HEIGHT  -        247.684 (meters)      812.61  (feet) COMP
 LB0294  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 LB0294
 LB0294  VERT ORDER      -  SECOND    CLASS 0
 LB0294
 LB0294.The horizontal coordinates were scaled from a map and have
 LB0294.an estimated accuracy of +/- 6 seconds.
 LB0294
 LB0294.The orthometric height was determined by differential leveling and
 LB0294.adjusted by the NATIONAL GEODETIC SURVEY
 LB0294.in June 1991.
 LB0294
 LB0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0294.GEOID18 height accuracy estimate available here.
 LB0294
 LB0294.Click photographs - Photos may exist for this station.
 LB0294
 LB0294.The dynamic height is computed by dividing the NAVD 88
 LB0294.geopotential number by the normal gravity value computed on the
 LB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0294.degrees latitude (g = 980.6199 gals.).
 LB0294
 LB0294.The modeled gravity was interpolated from observed gravity values.
 LB0294
 LB0294;                    North         East    Units  Estimated Accuracy
 LB0294;SPC IN E     -   592,530.       57,860.      MT  (+/- 180 meters Scaled)
 LB0294
 LB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK707929(NAD 83)
 LB0294
 LB0294                          SUPERSEDED SURVEY CONTROL
 LB0294
 LB0294  NGVD 29 (??/??/92)  247.930  (m)          813.42   (f) ADJ UNCH    2 0
 LB0294
 LB0294.Superseded values are not recommended for survey control.
 LB0294
 LB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0294.See file dsdata.pdf to determine how the superseded data were derived.
 LB0294
 LB0294_MARKER: DB = BENCH MARK DISK
 LB0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0294_STAMPING: X 190 1946
 LB0294_MARK LOGO: CGS
 LB0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0294+STABILITY: SURFACE MOTION
 LB0294
 LB0294  HISTORY     - Date     Condition        Report By
 LB0294  HISTORY     - 1946     MONUMENTED       CGS
 LB0294
 LB0294                          STATION DESCRIPTION
 LB0294
 LB0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0294'1.3 MI NE FROM GALVESTON.
 LB0294'ABOUT 1.3 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 LB0294'PENNSYLVANIA RAILROAD STATION AT GALVESTON, SET IN THE NORTHEAST
 LB0294'QUARTER OF THE INTERSECTION OF A GRAVEL ROAD, 59 FEET EAST
 LB0294'OF THE CENTER LINE OF THE GRAVEL ROAD, 39 FEET NORTH OF THE
 LB0294'CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF A FENCE CORNER, 1 FOOT
 LB0294'SOUTH OF THE FENCE LINE, ABOUT 1.5 FEET BELOW THE INTERSECTION,
 LB0294'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1887 ***********************************************************************
 LA1887  DESIGNATION -  X 191
 LA1887  PID         -  LA1887
 LA1887  STATE/COUNTY-  IN/HOWARD
 LA1887  COUNTRY     -  US
 LA1887  USGS QUAD   -  AMBOY (2019)
 LA1887
 LA1887                         *CURRENT SURVEY CONTROL
 LA1887  ______________________________________________________________________
 LA1887* NAD 83(1986) POSITION- 40 31 19.     (N) 085 58 33.     (W)   SCALED
 LA1887* NAVD 88 ORTHO HEIGHT -   258.106 (meters)      846.80  (feet) ADJUSTED
 LA1887  ______________________________________________________________________
 LA1887  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 LA1887  DYNAMIC HEIGHT  -        257.974 (meters)      846.37  (feet) COMP
 LA1887  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 LA1887
 LA1887  VERT ORDER      -  SECOND    CLASS 0
 LA1887
 LA1887.The horizontal coordinates were scaled from a map and have
 LA1887.an estimated accuracy of +/- 6 seconds.
 LA1887
 LA1887.The orthometric height was determined by differential leveling and
 LA1887.adjusted by the NATIONAL GEODETIC SURVEY
 LA1887.in June 1991.
 LA1887
 LA1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1887.GEOID18 height accuracy estimate available here.
 LA1887
 LA1887.Click photographs - Photos may exist for this station.
 LA1887
 LA1887.The dynamic height is computed by dividing the NAVD 88
 LA1887.geopotential number by the normal gravity value computed on the
 LA1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1887.degrees latitude (g = 980.6199 gals.).
 LA1887
 LA1887.The modeled gravity was interpolated from observed gravity values.
 LA1887
 LA1887;                    North         East    Units  Estimated Accuracy
 LA1887;SPC IN E     -   585,520.       73,800.      MT  (+/- 180 meters Scaled)
 LA1887
 LA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK867861(NAD 83)
 LA1887
 LA1887                          SUPERSEDED SURVEY CONTROL
 LA1887
 LA1887  NGVD 29 (??/??/92)  258.229  (m)          847.21   (f) ADJ UNCH    2 0
 LA1887
 LA1887.Superseded values are not recommended for survey control.
 LA1887
 LA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1887.See file dsdata.pdf to determine how the superseded data were derived.
 LA1887
 LA1887_MARKER: DB = BENCH MARK DISK
 LA1887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1887_SP_SET: BRIDGE
 LA1887_STAMPING: X 191 1946
 LA1887_MARK LOGO: CGS
 LA1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1887
 LA1887  HISTORY     - Date     Condition        Report By
 LA1887  HISTORY     - 1946     MONUMENTED       CGS
 LA1887  HISTORY     - 19950809 MARK NOT FOUND   LOCENG
 LA1887
 LA1887                          STATION DESCRIPTION
 LA1887
 LA1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1887'1 MI S FROM PLEVANA.
 LA1887'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE DUNKARD
 LA1887'BRETHREN CHURCH AT PLEVANA, 247 FEET NORTH OF THE CENTER LINE
 LA1887'OF A GRAVEL CROSS ROAD, SET IN THE TOP OF THE SOUTH END OF
 LA1887'THE EAST CONCRETE BRIDGE RAILING OF A 4 FOOT CONCRETE ARCH
 LA1887'BRIDGE, 12.5 FEET EAST OF AND ABOUT 2 FEET ABOVE THE CENTER
 LA1887'LINE OF THE ROAD.
 LA1887
 LA1887                          STATION RECOVERY (1995)
 LA1887
 LA1887'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 LA1887'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AB3514 ***********************************************************************
 AB3514  DESIGNATION -  X 191 RESET
 AB3514  PID         -  AB3514
 AB3514  STATE/COUNTY-  IN/HOWARD
 AB3514  COUNTRY     -  US
 AB3514  USGS QUAD   -  AMBOY (2019)
 AB3514
 AB3514                         *CURRENT SURVEY CONTROL
 AB3514  ______________________________________________________________________
 AB3514* NAD 83(1986) POSITION- 40 31 19.5    (N) 085 58 34.0    (W)   HD_HELD2
 AB3514* NAVD 88 ORTHO HEIGHT -   255.75  (meters)      839.1   (feet) RESET
 AB3514  ______________________________________________________________________
 AB3514  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 AB3514  VERT ORDER      -  THIRD
 AB3514
 AB3514.The horizontal coordinates were established by autonomous hand held GPS
 AB3514.observations and have an estimated accuracy of +/- 10 meters.
 AB3514
 AB3514.The orthometric height was computed from unverified reset data.
 AB3514
 AB3514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3514.GEOID18 height accuracy estimate available here.
 AB3514
 AB3514.Click photographs - Photos may exist for this station.
 AB3514
 AB3514;                    North         East    Units  Estimated Accuracy
 AB3514;SPC IN E     -   585,534.       73,779.      MT  (+/- 10 meters HH2 GPS)
 AB3514
 AB3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8673086209(NAD 83)
 AB3514
 AB3514                          SUPERSEDED SURVEY CONTROL
 AB3514
 AB3514.No superseded survey control is available for this station.
 AB3514
 AB3514_MARKER: DV = VERTICAL CONTROL DISK
 AB3514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3514_SP_SET: CULVERT
 AB3514_STAMPING: X 191 RESET 1995
 AB3514_MARK LOGO: NGS
 AB3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3514+STABILITY: SURFACE MOTION
 AB3514
 AB3514  HISTORY     - Date     Condition        Report By
 AB3514  HISTORY     - 1995     MONUMENTED       LOCENG
 AB3514
 AB3514                          STATION DESCRIPTION
 AB3514
 AB3514'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (WM)
 AB3514'ABOUT 1 MILE (1.6 KM) SOUTH OF PLEVNA, 247 FEET (75.3 M) NORTH OF THE
 AB3514'CROSSROADS OF 300 N AND 800 E, SET IN THE CONCRETE BASE OF A WIER AT
 AB3514'THE CROSSING OF 800 E AND DEER CREEK TRIB NO 3, 24 FEET (7.3 M) WEST
 AB3514'OF CENTERLINE OF 800 E, 7 FEET (2.1 M) BELOW CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1894 ***********************************************************************
 LA1894  DESIGNATION -  X 192
 LA1894  PID         -  LA1894
 LA1894  STATE/COUNTY-  IN/GRANT
 LA1894  COUNTRY     -  US
 LA1894  USGS QUAD   -  VAN BUREN (2019)
 LA1894
 LA1894                         *CURRENT SURVEY CONTROL
 LA1894  ______________________________________________________________________
 LA1894* NAD 83(1986) POSITION- 40 34 53.     (N) 085 35 54.     (W)   SCALED
 LA1894* NAVD 88 ORTHO HEIGHT -   267.654 (meters)      878.13  (feet) ADJUSTED
 LA1894  ______________________________________________________________________
 LA1894  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 LA1894  DYNAMIC HEIGHT  -        267.519 (meters)      877.69  (feet) COMP
 LA1894  MODELED GRAVITY -    980,113.0   (mgal)                       NAVD 88
 LA1894
 LA1894  VERT ORDER      -  SECOND    CLASS 0
 LA1894
 LA1894.The horizontal coordinates were scaled from a map and have
 LA1894.an estimated accuracy of +/- 6 seconds.
 LA1894
 LA1894.The orthometric height was determined by differential leveling and
 LA1894.adjusted by the NATIONAL GEODETIC SURVEY
 LA1894.in June 1991.
 LA1894
 LA1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1894.GEOID18 height accuracy estimate available here.
 LA1894
 LA1894.Click photographs - Photos may exist for this station.
 LA1894
 LA1894.The dynamic height is computed by dividing the NAVD 88
 LA1894.geopotential number by the normal gravity value computed on the
 LA1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1894.degrees latitude (g = 980.6199 gals.).
 LA1894
 LA1894.The modeled gravity was interpolated from observed gravity values.
 LA1894
 LA1894;                    North         East    Units  Estimated Accuracy
 LA1894;SPC IN E     -   592,080.      105,790.      MT  (+/- 180 meters Scaled)
 LA1894
 LA1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK186932(NAD 83)
 LA1894
 LA1894                          SUPERSEDED SURVEY CONTROL
 LA1894
 LA1894  NGVD 29 (??/??/92)  267.781  (m)          878.54   (f) ADJ UNCH    2 0
 LA1894
 LA1894.Superseded values are not recommended for survey control.
 LA1894
 LA1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1894.See file dsdata.pdf to determine how the superseded data were derived.
 LA1894
 LA1894_MARKER: DB = BENCH MARK DISK
 LA1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1894_STAMPING: X 192 1946
 LA1894_MARK LOGO: CGS
 LA1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1894+STABILITY: SURFACE MOTION
 LA1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1894+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2010
 LA1894
 LA1894  HISTORY     - Date     Condition        Report By
 LA1894  HISTORY     - 1946     MONUMENTED       CGS
 LA1894  HISTORY     - 1965     GOOD             CGS
 LA1894  HISTORY     - 20100223 GOOD             FARNGP
 LA1894
 LA1894                          STATION DESCRIPTION
 LA1894
 LA1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1894'2.6 MI SW FROM HANFIELD.
 LA1894'ABOUT 0.55 MILES SOUTH ALONG A GRAVEL ROAD FROM THE HANFIELD
 LA1894'M.P. CHURCH AT HANFIELD, THENCE ABOUT 1.0 MILE WEST, THENCE
 LA1894'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT THE INTERSECTION
 LA1894'OF A BLACK TOP ROAD, ABOUT 2.75 MILES EAST ALONG A BLACK TOP ROAD
 LA1894'FROM THE WASHINGTON TOWNSHIP SCHOOL NO. 9 AT MARION, 28 FEET
 LA1894'NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 18 FEET WEST
 LA1894'OF THE CENTER LINE OF THE GRAVEL ROAD, 10 FEET NORTHEAST OF
 LA1894'TELEPHONE POLE NO. 900, 6 FEET NORTH OF A FENCE CORNER, 1 FOOT
 LA1894'EAST OF THE FENCE LINE, 1.5 FEET BELOW THE INTERSECTION, AND
 LA1894'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1894
 LA1894                          STATION RECOVERY (1965)
 LA1894
 LA1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1894'RECOVERED IN GOOD CONDITION.
 LA1894
 LA1894                          STATION RECOVERY (2010)
 LA1894
 LA1894'RECOVERY NOTE BY FARNSWORTH GROUP 2010 (BRD)
 LA1894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1480 ***********************************************************************
 LA1480  DESIGNATION -  X 193
 LA1480  PID         -  LA1480
 LA1480  STATE/COUNTY-  IN/MADISON
 LA1480  COUNTRY     -  US
 LA1480  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1480
 LA1480                         *CURRENT SURVEY CONTROL
 LA1480  ______________________________________________________________________
 LA1480* NAD 83(1986) POSITION- 40 11 37.     (N) 085 44 50.     (W)   SCALED
 LA1480* NAVD 88 ORTHO HEIGHT -   267.808 (meters)      878.63  (feet) ADJUSTED
 LA1480  ______________________________________________________________________
 LA1480  GEOID HEIGHT    -        -34.148 (meters)                     GEOID18
 LA1480  DYNAMIC HEIGHT  -        267.665 (meters)      878.16  (feet) COMP
 LA1480  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 LA1480
 LA1480  VERT ORDER      -  SECOND    CLASS 0
 LA1480
 LA1480.The horizontal coordinates were scaled from a map and have
 LA1480.an estimated accuracy of +/- 6 seconds.
 LA1480
 LA1480.The orthometric height was determined by differential leveling and
 LA1480.adjusted by the NATIONAL GEODETIC SURVEY
 LA1480.in June 1991.
 LA1480
 LA1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1480.GEOID18 height accuracy estimate available here.
 LA1480
 LA1480.Click photographs - Photos may exist for this station.
 LA1480
 LA1480.The dynamic height is computed by dividing the NAVD 88
 LA1480.geopotential number by the normal gravity value computed on the
 LA1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1480.degrees latitude (g = 980.6199 gals.).
 LA1480
 LA1480.The modeled gravity was interpolated from observed gravity values.
 LA1480
 LA1480;                    North         East    Units  Estimated Accuracy
 LA1480;SPC IN E     -   549,020.       93,140.      MT  (+/- 180 meters Scaled)
 LA1480
 LA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK066499(NAD 83)
 LA1480
 LA1480                          SUPERSEDED SURVEY CONTROL
 LA1480
 LA1480  NGVD 29 (??/??/92)  267.95   (m)          879.1    (f) COMPUTED    2 0
 LA1480
 LA1480.Superseded values are not recommended for survey control.
 LA1480
 LA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1480.See file dsdata.pdf to determine how the superseded data were derived.
 LA1480
 LA1480_MARKER: DB = BENCH MARK DISK
 LA1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1480_STAMPING: X 193 1946
 LA1480_MARK LOGO: CGS
 LA1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1480+STABILITY: SURFACE MOTION
 LA1480
 LA1480  HISTORY     - Date     Condition        Report By
 LA1480  HISTORY     - 1946     MONUMENTED       CGS
 LA1480  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1480
 LA1480                          STATION DESCRIPTION
 LA1480
 LA1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1480'3.4 MI W FROM LINWOOD.
 LA1480'ABOUT 3.4 MILES WEST ALONG A COUNTY ROAD FROM THE DISTRICT 11
 LA1480'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, SET IN THE NORTHEAST ANGLE
 LA1480'OF A NORTH-SOUTH GRAVEL CROSS ROAD, AND AT THE CROSSING OF THE
 LA1480'PENNSYLVANIA RAILROAD, 62 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 LA1480'OF THE PENNSYLVANIA RAILROAD, 30 FEET EAST OF THE CENTER LINE OF
 LA1480'THE NORTH-SOUTH ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE
 LA1480'EAST-WEST ROAD, 33 FEET SOUTHEAST OF POWER POLE MA 53 122, ABOUT
 LA1480'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 LA1480'PROJECTING 6 INCHES.
 LA1480
 LA1480                          STATION RECOVERY (2023)
 LA1480
 LA1480'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1352 ***********************************************************************
 LA1352  DESIGNATION -  X 194
 LA1352  PID         -  LA1352
 LA1352  STATE/COUNTY-  IN/MADISON
 LA1352  COUNTRY     -  US
 LA1352  USGS QUAD   -  FRANKTON (2019)
 LA1352
 LA1352                         *CURRENT SURVEY CONTROL
 LA1352  ______________________________________________________________________
 LA1352* NAD 83(1986) POSITION- 40 14 57.45   (N) 085 50 27.22   (W)   HD_HELD1
 LA1352* NAVD 88 ORTHO HEIGHT -   262.657 (meters)      861.73  (feet) ADJUSTED
 LA1352  ______________________________________________________________________
 LA1352  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 LA1352  DYNAMIC HEIGHT  -        262.517 (meters)      861.27  (feet) COMP
 LA1352  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 LA1352
 LA1352  VERT ORDER      -  SECOND    CLASS 0
 LA1352
 LA1352.The horizontal coordinates were determined by differentially corrected
 LA1352.hand held GPS observations or other comparable positioning techniques
 LA1352.and have an estimated accuracy of +/- 3 meters.
 LA1352
 LA1352.The orthometric height was determined by differential leveling and
 LA1352.adjusted by the NATIONAL GEODETIC SURVEY
 LA1352.in June 1991.
 LA1352
 LA1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1352.GEOID18 height accuracy estimate available here.
 LA1352
 LA1352.Click photographs - Photos may exist for this station.
 LA1352
 LA1352.The dynamic height is computed by dividing the NAVD 88
 LA1352.geopotential number by the normal gravity value computed on the
 LA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1352.degrees latitude (g = 980.6199 gals.).
 LA1352
 LA1352.The modeled gravity was interpolated from observed gravity values.
 LA1352
 LA1352;                    North         East    Units  Estimated Accuracy
 LA1352;SPC IN E     -   555,211.9      85,176.8     MT  (+/- 3 meters HH1 GPS) 
 LA1352
 LA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9858156071(NAD 83)
 LA1352
 LA1352                          SUPERSEDED SURVEY CONTROL
 LA1352
 LA1352  NGVD 29 (??/??/92)  262.789  (m)          862.17   (f) ADJ UNCH    2 0
 LA1352
 LA1352.Superseded values are not recommended for survey control.
 LA1352
 LA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1352.See file dsdata.pdf to determine how the superseded data were derived.
 LA1352
 LA1352_MARKER: DB = BENCH MARK DISK
 LA1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1352_STAMPING: X 194 1946
 LA1352_MARK LOGO: CGS
 LA1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1352+STABILITY: SURFACE MOTION
 LA1352
 LA1352  HISTORY     - Date     Condition        Report By
 LA1352  HISTORY     - 1946     MONUMENTED       CGS
 LA1352
 LA1352                          STATION DESCRIPTION
 LA1352
 LA1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1352'4.2 MI SE FROM ELWOOD.
 LA1352'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1352'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 2.55 MILES SOUTH
 LA1352'ALONG STATE HIGHWAY 37, ABOUT 0.2 MILE NORTHEAST OF THE Y JUNCTION
 LA1352'OF STATE HIGHWAY 13 LEADING NORTH TO ELWOOD, AT THE SOUTHWEST
 LA1352'CORNER OF THE ELWOOD AIRPORT, 49 FEET SOUTHEAST OF THE CENTER
 LA1352'LINE OF THE HIGHWAY, 96 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LA1352'SOUTHWEST ENTRANCE TO THE AIRPORT (NOT MAIN ENTRANCE), 1 FOOT
 LA1352'NORTHWEST OF A FENCE LINE AND SET IN THE TOP OF A CONCRETE POST
 LA1352'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0542 ***********************************************************************
 LB0542  DESIGNATION -  X 195
 LB0542  PID         -  LB0542
 LB0542  STATE/COUNTY-  IN/CLINTON
 LB0542  COUNTRY     -  US
 LB0542  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0542
 LB0542                         *CURRENT SURVEY CONTROL
 LB0542  ______________________________________________________________________
 LB0542* NAD 83(1986) POSITION- 40 15 39.01   (N) 086 23 34.62   (W)   HD_HELD1
 LB0542* NAVD 88 ORTHO HEIGHT -   282.599 (meters)      927.16  (feet) ADJUSTED
 LB0542  ______________________________________________________________________
 LB0542  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 LB0542  DYNAMIC HEIGHT  -        282.447 (meters)      926.66  (feet) COMP
 LB0542  MODELED GRAVITY -    980,080.2   (mgal)                       NAVD 88
 LB0542
 LB0542  VERT ORDER      -  SECOND    CLASS 0
 LB0542
 LB0542.The horizontal coordinates were determined by differentially corrected
 LB0542.hand held GPS observations or other comparable positioning techniques
 LB0542.and have an estimated accuracy of +/- 3 meters.
 LB0542
 LB0542.The orthometric height was determined by differential leveling and
 LB0542.adjusted by the NATIONAL GEODETIC SURVEY
 LB0542.in June 1991.
 LB0542
 LB0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0542.GEOID18 height accuracy estimate available here.
 LB0542
 LB0542.Click photographs - Photos may exist for this station.
 LB0542
 LB0542.The dynamic height is computed by dividing the NAVD 88
 LB0542.geopotential number by the normal gravity value computed on the
 LB0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0542.degrees latitude (g = 980.6199 gals.).
 LB0542
 LB0542.The modeled gravity was interpolated from observed gravity values.
 LB0542
 LB0542;                    North         East    Units  Estimated Accuracy
 LB0542;SPC IN W     -   556,707.8     958,727.8     MT  (+/- 3 meters HH1 GPS) 
 LB0542
 LB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5162056884(NAD 83)
 LB0542
 LB0542                          SUPERSEDED SURVEY CONTROL
 LB0542
 LB0542  NGVD 29 (??/??/92)  282.705  (m)          927.51   (f) ADJ UNCH    2 0
 LB0542
 LB0542.Superseded values are not recommended for survey control.
 LB0542
 LB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0542.See file dsdata.pdf to determine how the superseded data were derived.
 LB0542
 LB0542_MARKER: DB = BENCH MARK DISK
 LB0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0542_STAMPING: X 195 1946
 LB0542_MARK LOGO: CGS
 LB0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0542+STABILITY: SURFACE MOTION
 LB0542
 LB0542  HISTORY     - Date     Condition        Report By
 LB0542  HISTORY     - 1946     MONUMENTED       CGS
 LB0542
 LB0542                          STATION DESCRIPTION
 LB0542
 LB0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0542'1.8 MI S FROM BOYLESTON.
 LB0542'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE CROSSING OF
 LB0542'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT BOYLESTON, ABOUT
 LB0542'0.8 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 28 LEADING EAST,
 LB0542'49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200
 LB0542'FEET SOUTH OF A CORN CRIB, 17 FEET SOUTHEAST OF THE CENTER LINE
 LB0542'OF A DRIVE LEADING INTO A HOG YARD, 19.5 FEET NORTHWEST OF A
 LB0542'20 INCH OAK TREE IN THE FENCE LINE, 10.5 FEET SOUTHEAST OF A GATE
 LB0542'POST, 1 FOOT SOUTHWEST OF THE FENCE LINE, ABOUT 2.5 FEET ABOVE
 LB0542'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LB0542'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0824 ***********************************************************************
 MD0824  DESIGNATION -  X 196
 MD0824  PID         -  MD0824
 MD0824  STATE/COUNTY-  IN/WHITLEY
 MD0824  COUNTRY     -  US
 MD0824  USGS QUAD   -  CHURUBUSCO (2019)
 MD0824
 MD0824                         *CURRENT SURVEY CONTROL
 MD0824  ______________________________________________________________________
 MD0824* NAD 83(1986) POSITION- 41 11 10.     (N) 085 21 11.     (W)   SCALED
 MD0824* NAVD 88 ORTHO HEIGHT -   267.268 (meters)      876.86  (feet) ADJUSTED
 MD0824  ______________________________________________________________________
 MD0824  GEOID HEIGHT    -        -32.773 (meters)                     GEOID18
 MD0824  DYNAMIC HEIGHT  -        267.169 (meters)      876.54  (feet) COMP
 MD0824  MODELED GRAVITY -    980,243.2   (mgal)                       NAVD 88
 MD0824
 MD0824  VERT ORDER      -  SECOND    CLASS 0
 MD0824
 MD0824.The horizontal coordinates were scaled from a map and have
 MD0824.an estimated accuracy of +/- 6 seconds.
 MD0824
 MD0824.The orthometric height was determined by differential leveling and
 MD0824.adjusted by the NATIONAL GEODETIC SURVEY
 MD0824.in June 1991.
 MD0824
 MD0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0824.GEOID18 height accuracy estimate available here.
 MD0824
 MD0824.Click photographs - Photos may exist for this station.
 MD0824
 MD0824.The dynamic height is computed by dividing the NAVD 88
 MD0824.geopotential number by the normal gravity value computed on the
 MD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0824.degrees latitude (g = 980.6199 gals.).
 MD0824
 MD0824.The modeled gravity was interpolated from observed gravity values.
 MD0824
 MD0824;                    North         East    Units  Estimated Accuracy
 MD0824;SPC IN E     -   659,270.      126,310.      MT  (+/- 180 meters Scaled)
 MD0824
 MD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL381607(NAD 83)
 MD0824
 MD0824                          SUPERSEDED SURVEY CONTROL
 MD0824
 MD0824  NGVD 29 (??/??/92)  267.425  (m)          877.38   (f) ADJ UNCH    2 0
 MD0824
 MD0824.Superseded values are not recommended for survey control.
 MD0824
 MD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0824.See file dsdata.pdf to determine how the superseded data were derived.
 MD0824
 MD0824_MARKER: DB = BENCH MARK DISK
 MD0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0824_STAMPING: X 196 1946
 MD0824_MARK LOGO: CGS
 MD0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0824+STABILITY: SURFACE MOTION
 MD0824
 MD0824  HISTORY     - Date     Condition        Report By
 MD0824  HISTORY     - 1946     MONUMENTED       CGS
 MD0824  HISTORY     - 1962     GOOD             CGS
 MD0824
 MD0824                          STATION DESCRIPTION
 MD0824
 MD0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0824'4.7 MI SW FROM CHURUBUSCO.
 MD0824'ABOUT 3.0 MILES SW LY ALONG NO. 205 INDIANA HWY. FROM ITS
 MD0824'INTERSECTION WITH NO. 33 U.S. HWY. AT THE CORNER OF WHITLEY AND
 MD0824'MAIN STREETS IN CHURUBUSCO, THENCE 0.5 MILE S ON COUNTY ROAD,
 MD0824'THENCE 0.2 MILE E, THENCE 1.0 MILES S ALONG JOHNSON ROAD TO A
 MD0824'CROSSROADS AT CONCORD CEMETERY AND THE MARK, ABOUT 0.9 MILE W
 MD0824'OF BENCH MARK NO. F 197, ABOUT 60 YARDS E OF CENTER LINE OF
 MD0824'JOHNSON ROAD, 5 FEET ENE OF NE CORNER OF THE TOMBSTONE OF MILES
 MD0824'RICHEY, 24 FEET S OF CENTER LINE OF NO. 150 N COUNTY ROAD, 2.1
 MD0824'FEET HIGHER THAN SAME, 3.5 FEET SW OF A TELEPHONE POLE, 2.4 FEET
 MD0824'SW OF STEEL WITNESS POST, PROJECTING 0.1 FOOT ABOVE GROUND AND IT
 MD0824'IS ABOUT 60 YARDS ESE OF BENCH MARK NO. 873.5 (U.S.G.S.).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0366 ***********************************************************************
 MD0366  DESIGNATION -  X 198
 MD0366  PID         -  MD0366
 MD0366  STATE/COUNTY-  IN/DE KALB
 MD0366  COUNTRY     -  US
 MD0366  USGS QUAD   -  SAINT JOE (2019)
 MD0366
 MD0366                         *CURRENT SURVEY CONTROL
 MD0366  ______________________________________________________________________
 MD0366* NAD 83(1986) POSITION- 41 21 22.     (N) 084 53 17.     (W)   SCALED
 MD0366* NAVD 88 ORTHO HEIGHT -   250.710 (meters)      822.54  (feet) ADJUSTED
 MD0366  ______________________________________________________________________
 MD0366  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 MD0366  DYNAMIC HEIGHT  -        250.611 (meters)      822.21  (feet) COMP
 MD0366  MODELED GRAVITY -    980,221.2   (mgal)                       NAVD 88
 MD0366
 MD0366  VERT ORDER      -  SECOND    CLASS 0
 MD0366
 MD0366.The horizontal coordinates were scaled from a map and have
 MD0366.an estimated accuracy of +/- 6 seconds.
 MD0366
 MD0366.The orthometric height was determined by differential leveling and
 MD0366.adjusted by the NATIONAL GEODETIC SURVEY
 MD0366.in June 1991.
 MD0366
 MD0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0366.GEOID18 height accuracy estimate available here.
 MD0366
 MD0366.Click photographs - Photos may exist for this station.
 MD0366
 MD0366.The dynamic height is computed by dividing the NAVD 88
 MD0366.geopotential number by the normal gravity value computed on the
 MD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0366.degrees latitude (g = 980.6199 gals.).
 MD0366
 MD0366.The modeled gravity was interpolated from observed gravity values.
 MD0366
 MD0366;                    North         East    Units  Estimated Accuracy
 MD0366;SPC IN E     -   678,400.      165,150.      MT  (+/- 180 meters Scaled)
 MD0366
 MD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL766804(NAD 83)
 MD0366
 MD0366                          SUPERSEDED SURVEY CONTROL
 MD0366
 MD0366  NGVD 29 (??/??/92)  250.86   (m)          823.0    (f) COMPUTED    2 0
 MD0366
 MD0366.Superseded values are not recommended for survey control.
 MD0366
 MD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0366.See file dsdata.pdf to determine how the superseded data were derived.
 MD0366
 MD0366_MARKER: DB = BENCH MARK DISK
 MD0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0366_SP_SET: BRIDGE
 MD0366_STAMPING: X 198 1946
 MD0366_MARK LOGO: CGS
 MD0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0366
 MD0366  HISTORY     - Date     Condition        Report By
 MD0366  HISTORY     - 1946     MONUMENTED       CGS
 MD0366
 MD0366                          STATION DESCRIPTION
 MD0366
 MD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0366'3.6 MI NE FROM ST JOE.
 MD0366'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST
 MD0366'OFFICE AT ST. JOE, ABOUT 0.1 MILE SOUTH OF A RIGHT ANGLE TURN IN
 MD0366'STATE HIGHWAY WITH TANGENTS EAST AND SOUTH AND THE JUNCTION OF
 MD0366'STATE HIGHWAY 8, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MD0366'NORTHWEST WING WALL OF A 28 FOOT CONCRETE BRIDGE OVER YOHE DITCH,
 MD0366'12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE
 MD0366'CONCRETE BANISTER, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0367 ***********************************************************************
 MD0367  DESIGNATION -  X 198 RESET
 MD0367  PID         -  MD0367
 MD0367  STATE/COUNTY-  IN/DE KALB
 MD0367  COUNTRY     -  US
 MD0367  USGS QUAD   -  SAINT JOE (2019)
 MD0367
 MD0367                         *CURRENT SURVEY CONTROL
 MD0367  ______________________________________________________________________
 MD0367* NAD 83(1986) POSITION- 41 21 22.     (N) 084 53 17.     (W)   SCALED
 MD0367* NAVD 88 ORTHO HEIGHT -   250.95  (meters)      823.3   (feet) RESET
 MD0367  ______________________________________________________________________
 MD0367  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 MD0367  VERT ORDER      -  THIRD
 MD0367
 MD0367.The horizontal coordinates were scaled from a map and have
 MD0367.an estimated accuracy of +/- 6 seconds.
 MD0367
 MD0367.The orthometric height was computed from unverified reset data.
 MD0367
 MD0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0367.GEOID18 height accuracy estimate available here.
 MD0367
 MD0367.Click photographs - Photos may exist for this station.
 MD0367
 MD0367;                    North         East    Units  Estimated Accuracy
 MD0367;SPC IN E     -   678,400.      165,150.      MT  (+/- 180 meters Scaled)
 MD0367
 MD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL766804(NAD 83)
 MD0367
 MD0367                          SUPERSEDED SURVEY CONTROL
 MD0367
 MD0367.No superseded survey control is available for this station.
 MD0367
 MD0367_MARKER: DB = BENCH MARK DISK
 MD0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0367_SP_SET: BRIDGE
 MD0367_STAMPING: X 198 RESET 1960
 MD0367_MARK LOGO: CGS
 MD0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0367
 MD0367  HISTORY     - Date     Condition        Report By
 MD0367  HISTORY     - 1960     MONUMENTED       INHD
 MD0367  HISTORY     - 1968     GOOD             INHD
 MD0367
 MD0367                          STATION DESCRIPTION
 MD0367
 MD0367'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0367'3.6 MI NE FROM ST JOE.
 MD0367'ABOUT 3.6 MILES NORTHEAST ALONG S.R. 1 FROM THE MAIN CORNER AT
 MD0367'THE POST OFFICE AT ST. JOE, 18 FT. WEST OF THE CENTERLINE OF THE
 MD0367'HIGHWAY, 0.3 FT. HIGHER THAN SAME, 3.0 FT. SOUTH OF THE NORTH END
 MD0367'OF THE WEST CURB OF A 30 FT. CONCRETE BRIDGE, THE WIDENED PORTION
 MD0367'OF WHICH ARE SUPPORTED ON CRESOTED PILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0513 ***********************************************************************
 MD0513  DESIGNATION -  X 199
 MD0513  PID         -  MD0513
 MD0513  STATE/COUNTY-  IN/ALLEN
 MD0513  COUNTRY     -  US
 MD0513  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0513
 MD0513                         *CURRENT SURVEY CONTROL
 MD0513  ______________________________________________________________________
 MD0513* NAD 83(1986) POSITION- 41 12 44.     (N) 084 50 12.     (W)   SCALED
 MD0513* NAVD 88 ORTHO HEIGHT -   227.317 (meters)      745.79  (feet) ADJUSTED
 MD0513  ______________________________________________________________________
 MD0513  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 MD0513  DYNAMIC HEIGHT  -        227.226 (meters)      745.49  (feet) COMP
 MD0513  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 MD0513
 MD0513  VERT ORDER      -  SECOND    CLASS 0
 MD0513
 MD0513.The horizontal coordinates were scaled from a map and have
 MD0513.an estimated accuracy of +/- 6 seconds.
 MD0513
 MD0513.The orthometric height was determined by differential leveling and
 MD0513.adjusted by the NATIONAL GEODETIC SURVEY
 MD0513.in June 1991.
 MD0513
 MD0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0513.GEOID18 height accuracy estimate available here.
 MD0513
 MD0513.Click photographs - Photos may exist for this station.
 MD0513
 MD0513.The dynamic height is computed by dividing the NAVD 88
 MD0513.geopotential number by the normal gravity value computed on the
 MD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0513.degrees latitude (g = 980.6199 gals.).
 MD0513
 MD0513.The modeled gravity was interpolated from observed gravity values.
 MD0513
 MD0513;                    North         East    Units  Estimated Accuracy
 MD0513;SPC IN E     -   662,460.      169,610.      MT  (+/- 180 meters Scaled)
 MD0513
 MD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL813645(NAD 83)
 MD0513
 MD0513                          SUPERSEDED SURVEY CONTROL
 MD0513
 MD0513  NGVD 29 (??/??/92)  227.469  (m)          746.29   (f) ADJ UNCH    2 0
 MD0513
 MD0513.Superseded values are not recommended for survey control.
 MD0513
 MD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0513.See file dsdata.pdf to determine how the superseded data were derived.
 MD0513
 MD0513_MARKER: DB = BENCH MARK DISK
 MD0513_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0513_SP_SET: CULVERT HEADWALL
 MD0513_STAMPING: X 199 1946
 MD0513_MARK LOGO: CGS
 MD0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0513+STABILITY: SURFACE MOTION
 MD0513
 MD0513  HISTORY     - Date     Condition        Report By
 MD0513  HISTORY     - 1946     MONUMENTED       CGS
 MD0513  HISTORY     - 1962     GOOD             CGS
 MD0513
 MD0513                          STATION DESCRIPTION
 MD0513
 MD0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0513'5.4 MI E FROM HARLAN.
 MD0513'ABOUT 2.9 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0513'WITH NO. 37 INDIANA HWY. IN THE HEART OF HARLAN, THENCE 1.0
 MD0513'MILES N ALONG NO. 101 INDIANA HWY. TO A CROSSROADS (IS 1.4 MILES
 MD0513'S OF NO. 37 HWY.), THENCE 1.5 MILES E ALONG KNOUSE ROAD TO THE
 MD0513'MARK ON THE LEFT, 15-1/2 FEET N OF CENTER LINE OF ROAD, ABOUT
 MD0513'LEVEL WITH THE SAME, 1.2 FEET E OF W END OF 29-FOOT CONCRETE
 MD0513'HEADWALL OF 4-FOOT PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1069 ***********************************************************************
 MD1069  DESIGNATION -  X 20
 MD1069  PID         -  MD1069
 MD1069  STATE/COUNTY-  IN/NOBLE
 MD1069  COUNTRY     -  US
 MD1069  USGS QUAD   -  LIGONIER (2019)
 MD1069
 MD1069                         *CURRENT SURVEY CONTROL
 MD1069  ______________________________________________________________________
 MD1069* NAD 83(1986) POSITION- 41 29 09.     (N) 085 37 28.     (W)   SCALED
 MD1069* NAVD 88 ORTHO HEIGHT -   265.871 (meters)      872.28  (feet) ADJUSTED
 MD1069  ______________________________________________________________________
 MD1069  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 MD1069  DYNAMIC HEIGHT  -        265.764 (meters)      871.93  (feet) COMP
 MD1069  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 MD1069
 MD1069  VERT ORDER      -  SECOND    CLASS 0
 MD1069
 MD1069.The horizontal coordinates were scaled from a map and have
 MD1069.an estimated accuracy of +/- 6 seconds.
 MD1069
 MD1069.The orthometric height was determined by differential leveling and
 MD1069.adjusted by the NATIONAL GEODETIC SURVEY
 MD1069.in June 1991.
 MD1069
 MD1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1069.GEOID18 height accuracy estimate available here.
 MD1069
 MD1069.Click photographs - Photos may exist for this station.
 MD1069
 MD1069.The dynamic height is computed by dividing the NAVD 88
 MD1069.geopotential number by the normal gravity value computed on the
 MD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1069.degrees latitude (g = 980.6199 gals.).
 MD1069
 MD1069.The modeled gravity was interpolated from observed gravity values.
 MD1069
 MD1069;                    North         East    Units  Estimated Accuracy
 MD1069;SPC IN E     -   692,510.      103,530.      MT  (+/- 180 meters Scaled)
 MD1069
 MD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL148936(NAD 83)
 MD1069
 MD1069                          SUPERSEDED SURVEY CONTROL
 MD1069
 MD1069  NGVD 29 (??/??/92)  265.996  (m)          872.69   (f) ADJ UNCH    2 0
 MD1069
 MD1069.Superseded values are not recommended for survey control.
 MD1069
 MD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1069.See file dsdata.pdf to determine how the superseded data were derived.
 MD1069
 MD1069_MARKER: DB = BENCH MARK DISK
 MD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1069_STAMPING: X 20 1934
 MD1069_MARK LOGO: CGS
 MD1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1069+STABILITY: SURFACE MOTION
 MD1069
 MD1069  HISTORY     - Date     Condition        Report By
 MD1069  HISTORY     - 1934     MONUMENTED       CGS
 MD1069  HISTORY     - 1961     GOOD             CGS
 MD1069
 MD1069                          STATION DESCRIPTION
 MD1069
 MD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1069'2.4 MI NW FROM LIGONIER.
 MD1069'ABOUT 2.4 MILES NW ALONG NEW YORK CENTRAL RAILROAD FROM THE
 MD1069'STATION IN LIGONIER OR 1.0 MILES W ON LINCOLNWAY AND NO. 33 U.S.
 MD1069'HWY. FROM N. CAVIN STREET IN LIGONIER, THENCE 1.8 MILES N AND
 MD1069'NORTHWESTERLY (ALONG RIVER) TO ASYMMETRICAL CROSSROADS, THENCE
 MD1069'0.5 MILE N ON GRAVEL ROAD TO RAILROAD AND THE MARK, 183 FEET NW
 MD1069'OF THE BASE OF REMOVED SEMAPHORE SIGNAL, 55 FEET E OF CENTER LINE
 MD1069'OF ROAD, 39.7 FEET NNE OF NE RAIL OF DOUBLE TRACKS, ABOUT 3 FEET
 MD1069'LOWER THAN THE RAILS, 17 FEET SE OF A POWER LINE POLE, 2 FEET SSW
 MD1069'OF R.R. RIGHT-OF-WAY FENCE, AND PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0540 ***********************************************************************
 MD0540  DESIGNATION -  X 200 RESET
 MD0540  PID         -  MD0540
 MD0540  STATE/COUNTY-  IN/ALLEN
 MD0540  COUNTRY     -  US
 MD0540  USGS QUAD   -  GRABILL (2019)
 MD0540
 MD0540                         *CURRENT SURVEY CONTROL
 MD0540  ______________________________________________________________________
 MD0540* NAD 83(1986) POSITION- 41 11 00.0    (N) 084 54 07.9    (W)   HD_HELD2
 MD0540* NAVD 88 ORTHO HEIGHT -   229.74  (meters)      753.7   (feet) RESET
 MD0540  ______________________________________________________________________
 MD0540  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 MD0540  VERT ORDER      -  THIRD
 MD0540
 MD0540.The horizontal coordinates were established by autonomous hand held GPS
 MD0540.observations and have an estimated accuracy of +/- 10 meters.
 MD0540
 MD0540.The orthometric height was computed from unverified reset data.
 MD0540
 MD0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0540.GEOID18 height accuracy estimate available here.
 MD0540
 MD0540.Click photographs - Photos may exist for this station.
 MD0540
 MD0540;                    North         East    Units  Estimated Accuracy
 MD0540;SPC IN E     -   659,199.      164,139.      MT  (+/- 10 meters HH2 GPS)
 MD0540
 MD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7594461230(NAD 83)
 MD0540
 MD0540                          SUPERSEDED SURVEY CONTROL
 MD0540
 MD0540.No superseded survey control is available for this station.
 MD0540
 MD0540_MARKER: DB = BENCH MARK DISK
 MD0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0540_STAMPING: X 200 RESET 1968
 MD0540_MARK LOGO: CGS
 MD0540_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0540+STABILITY: SURFACE MOTION
 MD0540
 MD0540  HISTORY     - Date     Condition        Report By
 MD0540  HISTORY     - 1968     MONUMENTED       CGS
 MD0540
 MD0540                          STATION DESCRIPTION
 MD0540
 MD0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0540'1 MI SE FROM HARLAN.
 MD0540'ABOUT 0.9 MILE EAST ALONG ANTWERP ROAD FROM ITS INTERSECTION
 MD0540'WITH STATE HIGHWAY 37 IN HARLAN, THENCE 0.9 MILE SOUTH ALONG
 MD0540'BULL RAPIDS ROAD TO THE INTERSECTION OF NOTESTINE ROAD.  IT IS
 MD0540'50 FEET WEST OF THE CENTERLINE OF BULL RAPIDS ROAD, 26 FEET NORTH
 MD0540'OF THE CENTERLINE OF NOTESTINE ROAD, 3 FEET EAST OF POWER POLE
 MD0540'A 257-18, 1 FOOT WEST OF A METAL WITNESS POST AND IN THE NORTHEAST
 MD0540'ANGLE OF THE INTERSECTION FORMED BY THE 2 ABOVE ROADS.  THE MONUMENT
 MD0540'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0750 ***********************************************************************
 LA0750  DESIGNATION -  X 202
 LA0750  PID         -  LA0750
 LA0750  STATE/COUNTY-  IN/GRANT
 LA0750  COUNTRY     -  US
 LA0750  USGS QUAD   -  VAN BUREN (2019)
 LA0750
 LA0750                         *CURRENT SURVEY CONTROL
 LA0750  ______________________________________________________________________
 LA0750* NAD 83(1997) POSITION- 40 37 01.91980(N) 085 31 23.71394(W)   ADJUSTED
 LA0750* NAVD 88 ORTHO HEIGHT -   259.687 (meters)      851.99  (feet) ADJUSTED
 LA0750  ______________________________________________________________________
 LA0750  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 LA0750  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 LA0750  DYNAMIC HEIGHT  -        259.556 (meters)      851.56  (feet) COMP
 LA0750  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 LA0750
 LA0750  HORZ ORDER      -  SECOND
 LA0750  VERT ORDER      -  SECOND    CLASS 0
 LA0750
 LA0750.The horizontal coordinates were established by classical geodetic methods
 LA0750.and adjusted by the National Geodetic Survey in May 1999.
 LA0750
 LA0750.The orthometric height was determined by differential leveling and
 LA0750.adjusted by the NATIONAL GEODETIC SURVEY
 LA0750.in June 1991.
 LA0750
 LA0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0750.GEOID18 height accuracy estimate available here.
 LA0750
 LA0750.Click photographs - Photos may exist for this station.
 LA0750
 LA0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0750
 LA0750.The dynamic height is computed by dividing the NAVD 88
 LA0750.geopotential number by the normal gravity value computed on the
 LA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0750.degrees latitude (g = 980.6199 gals.).
 LA0750
 LA0750.The modeled gravity was interpolated from observed gravity values.
 LA0750
 LA0750. The following values were computed from the NAD 83(1997) position.
 LA0750
 LA0750;                    North         East     Units Scale Factor Converg.
 LA0750;SPC IN E     -   596,059.473   112,135.198   MT  0.99996848   +0 05 36.1
 LA0750;SPC IN E     - 1,955,571.79    367,896.90   sFT  0.99996848   +0 05 36.1
 LA0750;UTM  16      - 4,497,312.134   624,914.509   MT  0.99979206   +0 57 41.4
 LA0750
 LA0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0750!SPC IN E     -   0.99996464  x   0.99996848  =   0.99993312
 LA0750!UTM  16      -   0.99996464  x   0.99979206  =   0.99975671
 LA0750
 LA0750:                Primary Azimuth Mark                     Grid Az
 LA0750:SPC IN E     -  VAN BUREN AZ MK                          087 34 28.8
 LA0750:UTM  16      -  VAN BUREN AZ MK                          086 42 23.5
 LA0750
 LA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2491497312(NAD 83)
 LA0750
 LA0750|---------------------------------------------------------------------|
 LA0750| PID    Reference Object                     Distance      Geod. Az  |
 LA0750|                                                           dddmmss.s |
 LA0750| CD1369 VAN BUREN RM 1                       31.949 METERS 03143     |
 LA0750| CD1368 VAN BUREN AZ MK                                    0874004.9 |
 LA0750| CD1370 VAN BUREN RM 2                       56.449 METERS 28550     |
 LA0750| LA2190 VAN BUREN                            18.385 METERS 28551     |
 LA0750|---------------------------------------------------------------------|
 LA0750
 LA0750                          SUPERSEDED SURVEY CONTROL
 LA0750
 LA0750  NAD 83(1995)-  40 37 01.92203(N)    085 31 23.72616(W) AD(       ) 2
 LA0750  NAD 83(1986)-  40 37 01.92269(N)    085 31 23.72808(W) AD(       ) 2
 LA0750  NAD 27      -  40 37 01.76680(N)    085 31 23.82380(W) AD(       ) 2
 LA0750  NGVD 29 (??/??/92)  259.817  (m)          852.42   (f) ADJ UNCH    2 0
 LA0750  NGVD 29             259.82   (m)          852.4    (f) LEVELING    3  
 LA0750
 LA0750.Superseded values are not recommended for survey control.
 LA0750
 LA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0750.See file dsdata.pdf to determine how the superseded data were derived.
 LA0750
 LA0750_MARKER: DB = BENCH MARK DISK
 LA0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0750_STAMPING: X 202 1946
 LA0750_MARK LOGO: CGS
 LA0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0750+STABILITY: SURFACE MOTION
 LA0750
 LA0750  HISTORY     - Date     Condition        Report By
 LA0750  HISTORY     - 1946     MONUMENTED       CGS
 LA0750  HISTORY     - 1955     GOOD             CGS
 LA0750
 LA0750                          STATION DESCRIPTION
 LA0750
 LA0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0750'1 MI W FROM VAN BUREN.  ABOUT 0.95 MILE WEST ALONG A PAVED ROAD FROM
 LA0750'THE POST OFFICE AT VAN BUREN, AT THE INTERSECTION OF THE PAVED ROAD
 LA0750'WITH THE NICKLE PLATE RAILROAD AND A NORTH-SOUTH GRAVEL CROSSROAD, 56
 LA0750'FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 94 FEET SOUTH OF THE
 LA0750'SOUTH RAIL OF THE SOUTH TRACK, 160 FEET EAST OF THE CENTER LINE OF THE
 LA0750'GRAVEL ROAD, 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT ABOVE THE PAVED
 LA0750'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0750'NOTE- IT WAS REPORTED IN AUGUST 1955 THAT THIS BENCH MARK WAS
 LA0750'ESTABLISHED AS A TRIANGULATION STATION AND IS ADJACENT TO
 LA0750'TRIANGULATION STATION VAN BUREN 1948.
 LA0750
 LA0750                          STATION RECOVERY (1955)
 LA0750
 LA0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0750'THE STATION IS LOCATED ABOUT 1 MILE WEST OF VAN BUREN.  IT IS 57 FEET
 LA0750'SOUTH OF THE CENTER OF A COUNTY ROAD AND 35 FEET SOUTH OF A POWERLINE
 LA0750'POLE.
 LA0750'
 LA0750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 221 AND MAIN
 LA0750'STREET IN VAN BUREN, GO WEST ON MAIN STREET AND THE COUNTY ROAD FOR
 LA0750'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE COUNTY
 LA0750'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LA0750'
 LA0750'THE STATION MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 LA0750'10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES, AND THE DISK IS
 LA0750'STAMPED X 202 1946.
 LA0750'
 LA0750'REFERENCE MARK 1 IS 32 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 9
 LA0750'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 1 FOOT NORTH
 LA0750'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 LA0750'STAMPED VAN BUREN NO 1 1948.
 LA0750'
 LA0750'REFERENCE MARK 2 IS 36 FEET SOUTHWEST OF THE CENTER OF A RAILROAD
 LA0750'CROSSING, 14 FEET NORTH OF A POWERLINE POLE AND 2 FEET SOUTH OF A
 LA0750'RAILROAD CROSSING SIGN.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 LA0750'STAMPED VAN BUREN NO 2 1948.
 LA0750'
 LA0750'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 2
 LA0750'FEET WEST OF A FENCE CORNER AND 2 FEET WEST OF A 4 INCH X 4 INCH WHITE
 LA0750'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED VAN
 LA0750'BUREN 1948.
 LA0750'
 LA0750'TRIANGULATION STATION VAN BUREN 1948 IS 103 FEET EAST OF THE CENTER OF
 LA0750'A GRAVELED ROAD AND 38 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD.
 LA0750'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED VAN BUREN 1948.
 LA0750'
 LA0750'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1734 ***********************************************************************
 LA1734  DESIGNATION -  X 203
 LA1734  PID         -  LA1734
 LA1734  STATE/COUNTY-  IN/HUNTINGTON
 LA1734  COUNTRY     -  US
 LA1734  USGS QUAD   -  MOUNT ETNA (2019)
 LA1734
 LA1734                         *CURRENT SURVEY CONTROL
 LA1734  ______________________________________________________________________
 LA1734* NAD 83(1986) POSITION- 40 41 48.     (N) 085 37 11.     (W)   SCALED
 LA1734* NAVD 88 ORTHO HEIGHT -   263.629 (meters)      864.92  (feet) ADJUSTED
 LA1734  ______________________________________________________________________
 LA1734  GEOID HEIGHT    -        -34.264 (meters)                     GEOID18
 LA1734  DYNAMIC HEIGHT  -        263.500 (meters)      864.50  (feet) COMP
 LA1734  MODELED GRAVITY -    980,126.8   (mgal)                       NAVD 88
 LA1734
 LA1734  VERT ORDER      -  SECOND    CLASS 0
 LA1734
 LA1734.The horizontal coordinates were scaled from a map and have
 LA1734.an estimated accuracy of +/- 6 seconds.
 LA1734
 LA1734.The orthometric height was determined by differential leveling and
 LA1734.adjusted by the NATIONAL GEODETIC SURVEY
 LA1734.in June 1991.
 LA1734
 LA1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1734.GEOID18 height accuracy estimate available here.
 LA1734
 LA1734.Click photographs - Photos may exist for this station.
 LA1734
 LA1734.The dynamic height is computed by dividing the NAVD 88
 LA1734.geopotential number by the normal gravity value computed on the
 LA1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1734.degrees latitude (g = 980.6199 gals.).
 LA1734
 LA1734.The modeled gravity was interpolated from observed gravity values.
 LA1734
 LA1734;                    North         East    Units  Estimated Accuracy
 LA1734;SPC IN E     -   604,880.      103,970.      MT  (+/- 180 meters Scaled)
 LA1734
 LA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL166060(NAD 83)
 LA1734
 LA1734                          SUPERSEDED SURVEY CONTROL
 LA1734
 LA1734  NGVD 29 (??/??/92)  263.756  (m)          865.34   (f) ADJ UNCH    2 0
 LA1734
 LA1734.Superseded values are not recommended for survey control.
 LA1734
 LA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1734.See file dsdata.pdf to determine how the superseded data were derived.
 LA1734
 LA1734_MARKER: DB = BENCH MARK DISK
 LA1734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1734_SP_SET: BUILDING
 LA1734_STAMPING: X 203 1946
 LA1734_MARK LOGO: CGS
 LA1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1734
 LA1734  HISTORY     - Date     Condition        Report By
 LA1734  HISTORY     - 1946     MONUMENTED       CGS
 LA1734
 LA1734                          STATION DESCRIPTION
 LA1734
 LA1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1734'AT BANQUO.
 LA1734'AT BANQUO, SET VERTICALLY IN THE WEST WALL OF THE WAYNE TOWNSHIP
 LA1734'PUBLIC SCHOOL BUILDING, 0.7 FOOT SOUTH OF THE NORTHWEST CORNER
 LA1734'OF THE BUILDING AND 3.9 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1382 ***********************************************************************
 LA1382  DESIGNATION -  X 204
 LA1382  PID         -  LA1382
 LA1382  STATE/COUNTY-  IN/HOWARD
 LA1382  COUNTRY     -  US
 LA1382  USGS QUAD   -  GREENTOWN (2019)
 LA1382
 LA1382                         *CURRENT SURVEY CONTROL
 LA1382  ______________________________________________________________________
 LA1382* NAD 83(1986) POSITION- 40 28 38.     (N) 085 57 24.     (W)   SCALED
 LA1382* NAVD 88 ORTHO HEIGHT -   260.815 (meters)      855.69  (feet) ADJUSTED
 LA1382  ______________________________________________________________________
 LA1382  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LA1382  DYNAMIC HEIGHT  -        260.680 (meters)      855.25  (feet) COMP
 LA1382  MODELED GRAVITY -    980,101.7   (mgal)                       NAVD 88
 LA1382
 LA1382  VERT ORDER      -  SECOND    CLASS 0
 LA1382
 LA1382.The horizontal coordinates were scaled from a map and have
 LA1382.an estimated accuracy of +/- 6 seconds.
 LA1382
 LA1382.The orthometric height was determined by differential leveling and
 LA1382.adjusted by the NATIONAL GEODETIC SURVEY
 LA1382.in June 1991.
 LA1382
 LA1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1382.GEOID18 height accuracy estimate available here.
 LA1382
 LA1382.Click photographs - Photos may exist for this station.
 LA1382
 LA1382.The dynamic height is computed by dividing the NAVD 88
 LA1382.geopotential number by the normal gravity value computed on the
 LA1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1382.degrees latitude (g = 980.6199 gals.).
 LA1382
 LA1382.The modeled gravity was interpolated from observed gravity values.
 LA1382
 LA1382;                    North         East    Units  Estimated Accuracy
 LA1382;SPC IN E     -   580,550.       75,410.      MT  (+/- 180 meters Scaled)
 LA1382
 LA1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK884812(NAD 83)
 LA1382
 LA1382                          SUPERSEDED SURVEY CONTROL
 LA1382
 LA1382  NGVD 29 (??/??/92)  260.938  (m)          856.09   (f) ADJ UNCH    2 0
 LA1382
 LA1382.Superseded values are not recommended for survey control.
 LA1382
 LA1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1382.See file dsdata.pdf to determine how the superseded data were derived.
 LA1382
 LA1382_MARKER: DB = BENCH MARK DISK
 LA1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1382_STAMPING: X 204 1946
 LA1382_MARK LOGO: CGS
 LA1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1382+STABILITY: SURFACE MOTION
 LA1382
 LA1382  HISTORY     - Date     Condition        Report By
 LA1382  HISTORY     - 1946     MONUMENTED       CGS
 LA1382
 LA1382                          STATION DESCRIPTION
 LA1382
 LA1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1382'AT GREENTOWN.
 LA1382'AT GREENTOWN, AT THE INTERSECTION OF STATE HIGHWAY 213 WITH
 LA1382'U.S. HIGHWAY 35 AND STATE HIGHWAY 22, 250 FEET SOUTH OF THE
 LA1382'CENTER LINE OF HIGHWAY 35, 38 FEET EAST OF THE CENTER LINE OF
 LA1382'HIGHWAY 213, 21.5 FEET SOUTH OF A HIGHWAY R.O.W. MARKER, 6.5
 LA1382'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE,
 LA1382'ABOUT 2 FEET BELOW THE CENTER OF HIGHWAY 213, AND SET IN THE
 LA1382'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0346 ***********************************************************************
 LB0346  DESIGNATION -  X 205
 LB0346  PID         -  LB0346
 LB0346  STATE/COUNTY-  IN/HOWARD
 LB0346  COUNTRY     -  US
 LB0346  USGS QUAD   -  KOKOMO WEST (2019)
 LB0346
 LB0346                         *CURRENT SURVEY CONTROL
 LB0346  ______________________________________________________________________
 LB0346* NAD 83(1986) POSITION- 40 25 07.     (N) 086 07 36.     (W)   SCALED
 LB0346* NAVD 88 ORTHO HEIGHT -   258.985 (meters)      849.69  (feet) ADJUSTED
 LB0346  ______________________________________________________________________
 LB0346  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 LB0346  DYNAMIC HEIGHT  -        258.849 (meters)      849.24  (feet) COMP
 LB0346  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 LB0346
 LB0346  VERT ORDER      -  SECOND    CLASS 0
 LB0346
 LB0346.The horizontal coordinates were scaled from a map and have
 LB0346.an estimated accuracy of +/- 6 seconds.
 LB0346
 LB0346.The orthometric height was determined by differential leveling and
 LB0346.adjusted by the NATIONAL GEODETIC SURVEY
 LB0346.in June 1991.
 LB0346
 LB0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0346.GEOID18 height accuracy estimate available here.
 LB0346
 LB0346.Click photographs - Photos may exist for this station.
 LB0346
 LB0346.The dynamic height is computed by dividing the NAVD 88
 LB0346.geopotential number by the normal gravity value computed on the
 LB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0346.degrees latitude (g = 980.6199 gals.).
 LB0346
 LB0346.The modeled gravity was interpolated from observed gravity values.
 LB0346
 LB0346;                    North         East    Units  Estimated Accuracy
 LB0346;SPC IN E     -   574,100.       60,960.      MT  (+/- 180 meters Scaled)
 LB0346
 LB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740745(NAD 83)
 LB0346
 LB0346                          SUPERSEDED SURVEY CONTROL
 LB0346
 LB0346  NGVD 29 (??/??/92)  259.103  (m)          850.07   (f) ADJ UNCH    2 0
 LB0346
 LB0346.Superseded values are not recommended for survey control.
 LB0346
 LB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0346.See file dsdata.pdf to determine how the superseded data were derived.
 LB0346
 LB0346_MARKER: DB = BENCH MARK DISK
 LB0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0346_STAMPING: X 205 1946
 LB0346_MARK LOGO: CGS
 LB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0346+STABILITY: SURFACE MOTION
 LB0346
 LB0346  HISTORY     - Date     Condition        Report By
 LB0346  HISTORY     - 1946     MONUMENTED       CGS
 LB0346  HISTORY     - 20051222 MARK NOT FOUND   INDIV
 LB0346
 LB0346                          STATION DESCRIPTION
 LB0346
 LB0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0346'4.8 MI S FROM KOKOMO.
 LB0346'ABOUT 4.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0346'AT KOKOMO, AT THE INTERSECTION OF STATE HIGHWAY 26, 102 FEET EAST
 LB0346'OF THE CENTER LINE OF HIGHWAY 31, 41 FEET SOUTH OF THE CENTER
 LB0346'LINE OF HIGHWAY 26, 3.7 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 LB0346'OF THE FENCE LINE, ABOUT 4 FEET BELOW THE INTERSECTION, AND SET
 LB0346'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB0346
 LB0346                          STATION RECOVERY (2005)
 LB0346
 LB0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DAB)
 LB0346'MARK WAS APPARENTLY DESTROYED DURING CONSTRUCTION OF TRAFFIC SIGNALS,
 LB0346'AS THE DESCRIBED LOCATION IS WITHIN A FEW FEET OF A TRAFFIC MANHOLE
 LB0346'AND SEVERAL FEET OF FILL HAVE BEEN PLACED THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1467 ***********************************************************************
 LA1467  DESIGNATION -  X 206
 LA1467  PID         -  LA1467
 LA1467  STATE/COUNTY-  IN/TIPTON
 LA1467  COUNTRY     -  US
 LA1467  USGS QUAD   -  WINDFALL (2019)
 LA1467
 LA1467                         *CURRENT SURVEY CONTROL
 LA1467  ______________________________________________________________________
 LA1467* NAD 83(1986) POSITION- 40 17 00.     (N) 085 59 41.     (W)   SCALED
 LA1467* NAVD 88 ORTHO HEIGHT -   263.750 (meters)      865.32  (feet) ADJUSTED
 LA1467  ______________________________________________________________________
 LA1467  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 LA1467  DYNAMIC HEIGHT  -        263.609 (meters)      864.86  (feet) COMP
 LA1467  MODELED GRAVITY -    980,084.1   (mgal)                       NAVD 88
 LA1467
 LA1467  VERT ORDER      -  SECOND    CLASS 0
 LA1467
 LA1467.The horizontal coordinates were scaled from a map and have
 LA1467.an estimated accuracy of +/- 6 seconds.
 LA1467
 LA1467.The orthometric height was determined by differential leveling and
 LA1467.adjusted by the NATIONAL GEODETIC SURVEY
 LA1467.in June 1991.
 LA1467
 LA1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1467.GEOID18 height accuracy estimate available here.
 LA1467
 LA1467.Click photographs - Photos may exist for this station.
 LA1467
 LA1467.The dynamic height is computed by dividing the NAVD 88
 LA1467.geopotential number by the normal gravity value computed on the
 LA1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1467.degrees latitude (g = 980.6199 gals.).
 LA1467
 LA1467.The modeled gravity was interpolated from observed gravity values.
 LA1467
 LA1467;                    North         East    Units  Estimated Accuracy
 LA1467;SPC IN E     -   559,030.       72,100.      MT  (+/- 180 meters Scaled)
 LA1467
 LA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK854596(NAD 83)
 LA1467
 LA1467                          SUPERSEDED SURVEY CONTROL
 LA1467
 LA1467  NGVD 29 (??/??/92)  263.874  (m)          865.73   (f) ADJ UNCH    2 0
 LA1467
 LA1467.Superseded values are not recommended for survey control.
 LA1467
 LA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1467.See file dsdata.pdf to determine how the superseded data were derived.
 LA1467
 LA1467_MARKER: DB = BENCH MARK DISK
 LA1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1467_STAMPING: X 206 1946
 LA1467_MARK LOGO: CGS
 LA1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1467+STABILITY: SURFACE MOTION
 LA1467
 LA1467  HISTORY     - Date     Condition        Report By
 LA1467  HISTORY     - 1946     MONUMENTED       CGS
 LA1467
 LA1467                          STATION DESCRIPTION
 LA1467
 LA1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1467'2.6 MI W FROM HOBBS.
 LA1467'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1467'AT HOBBS, ABOUT 2.5 MILES EAST OF THE COURT HOUSE AT TIPTON, AT
 LA1467'A NORTH-SOUTH GRAVEL ROAD, 40 FEET EAST OF THE CENTER LINE OF
 LA1467'THE GRAVEL ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1467'6 FEET EAST OF A HIGHWAY R.O.W. MARKER, 4.5 FEET EAST OF A
 LA1467'TELEPHONE POLE, 1.5 FEET SOUTH OF THE FENCE LINE, ABOUT 1.5 FEET
 LA1467'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1467'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0455 ***********************************************************************
 LB0455  DESIGNATION -  X 207
 LB0455  PID         -  LB0455
 LB0455  STATE/COUNTY-  IN/CLINTON
 LB0455  COUNTRY     -  US
 LB0455  USGS QUAD   -  HILLISBURG (2019)
 LB0455
 LB0455                         *CURRENT SURVEY CONTROL
 LB0455  ______________________________________________________________________
 LB0455* NAD 83(1986) POSITION- 40 22 25.     (N) 086 17 35.     (W)   SCALED
 LB0455* NAVD 88 ORTHO HEIGHT -   268.840 (meters)      882.02  (feet) ADJUSTED
 LB0455  ______________________________________________________________________
 LB0455  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 LB0455  DYNAMIC HEIGHT  -        268.697 (meters)      881.55  (feet) COMP
 LB0455  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 LB0455
 LB0455  VERT ORDER      -  SECOND    CLASS 0
 LB0455
 LB0455.The horizontal coordinates were scaled from a map and have
 LB0455.an estimated accuracy of +/- 6 seconds.
 LB0455
 LB0455.The orthometric height was determined by differential leveling and
 LB0455.adjusted by the NATIONAL GEODETIC SURVEY
 LB0455.in June 1991.
 LB0455
 LB0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0455.GEOID18 height accuracy estimate available here.
 LB0455
 LB0455.Click photographs - Photos may exist for this station.
 LB0455
 LB0455.The dynamic height is computed by dividing the NAVD 88
 LB0455.geopotential number by the normal gravity value computed on the
 LB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0455.degrees latitude (g = 980.6199 gals.).
 LB0455
 LB0455.The modeled gravity was interpolated from observed gravity values.
 LB0455
 LB0455;                    North         East    Units  Estimated Accuracy
 LB0455;SPC IN W     -   569,300.      967,110.      MT  (+/- 180 meters Scaled)
 LB0455
 LB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK600694(NAD 83)
 LB0455
 LB0455                          SUPERSEDED SURVEY CONTROL
 LB0455
 LB0455  NGVD 29 (??/??/92)  268.951  (m)          882.38   (f) ADJ UNCH    2 0
 LB0455
 LB0455.Superseded values are not recommended for survey control.
 LB0455
 LB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0455.See file dsdata.pdf to determine how the superseded data were derived.
 LB0455
 LB0455_MARKER: DB = BENCH MARK DISK
 LB0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0455_SP_SET: BRIDGE HEADWALL
 LB0455_STAMPING: X 207 1946
 LB0455_MARK LOGO: CGS
 LB0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0455
 LB0455  HISTORY     - Date     Condition        Report By
 LB0455  HISTORY     - 1946     MONUMENTED       CGS
 LB0455
 LB0455                          STATION DESCRIPTION
 LB0455
 LB0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0455'2 MI E FROM FOREST.
 LB0455'ABOUT 2.05 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0455'AT FOREST, ABOUT 125 YARDS EAST OF THE JUNCTION OF A GRAVEL
 LB0455'ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE
 LB0455'SOUTH CONCRETE HEAD WALL OF AN 18 FOOT CONCRETE BRIDGE, 15 FEET
 LB0455'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST
 LB0455'END OF THE HEAD WALL AND ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1568 ***********************************************************************
 LA1568  DESIGNATION -  X 208
 LA1568  PID         -  LA1568
 LA1568  STATE/COUNTY-  IN/TIPTON
 LA1568  COUNTRY     -  US
 LA1568  USGS QUAD   -  WINDFALL (2019)
 LA1568
 LA1568                         *CURRENT SURVEY CONTROL
 LA1568  ______________________________________________________________________
 LA1568* NAD 83(1986) POSITION- 40 21 48.     (N) 085 52 51.     (W)   SCALED
 LA1568* NAVD 88 ORTHO HEIGHT -   263.561 (meters)      864.70  (feet) ADJUSTED
 LA1568  ______________________________________________________________________
 LA1568  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 LA1568  DYNAMIC HEIGHT  -        263.422 (meters)      864.24  (feet) COMP
 LA1568  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 LA1568
 LA1568  VERT ORDER      -  SECOND    CLASS 0
 LA1568
 LA1568.The horizontal coordinates were scaled from a map and have
 LA1568.an estimated accuracy of +/- 6 seconds.
 LA1568
 LA1568.The orthometric height was determined by differential leveling and
 LA1568.adjusted by the NATIONAL GEODETIC SURVEY
 LA1568.in June 1991.
 LA1568
 LA1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1568.GEOID18 height accuracy estimate available here.
 LA1568
 LA1568.Click photographs - Photos may exist for this station.
 LA1568
 LA1568.The dynamic height is computed by dividing the NAVD 88
 LA1568.geopotential number by the normal gravity value computed on the
 LA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1568.degrees latitude (g = 980.6199 gals.).
 LA1568
 LA1568.The modeled gravity was interpolated from observed gravity values.
 LA1568
 LA1568;                    North         East    Units  Estimated Accuracy
 LA1568;SPC IN E     -   567,880.       81,810.      MT  (+/- 180 meters Scaled)
 LA1568
 LA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK950686(NAD 83)
 LA1568
 LA1568                          SUPERSEDED SURVEY CONTROL
 LA1568
 LA1568  NGVD 29 (??/??/92)  263.688  (m)          865.12   (f) ADJ UNCH    2 0
 LA1568
 LA1568.Superseded values are not recommended for survey control.
 LA1568
 LA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1568.See file dsdata.pdf to determine how the superseded data were derived.
 LA1568
 LA1568_MARKER: DB = BENCH MARK DISK
 LA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1568_STAMPING: X 208 1946
 LA1568_MARK LOGO: CGS
 LA1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1568+STABILITY: SURFACE MOTION
 LA1568
 LA1568  HISTORY     - Date     Condition        Report By
 LA1568  HISTORY     - 1946     MONUMENTED       CGS
 LA1568
 LA1568                          STATION DESCRIPTION
 LA1568
 LA1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1568'2 MI W FROM LEISURE.
 LA1568'ABOUT 2.0 MILES WEST ALONG A COUNTY ROAD FROM THE HARMONY CHRISTIAN
 LA1568'CHURCH AT LEISURE, AT A NORTH-SOUTH CROSS ROAD, 71 FEET SOUTH
 LA1568'AND ACROSS THE EAST-WEST ROAD FROM THE SOUTH END OF THE WEST
 LA1568'CONCRETE BRIDGE RAILING OF A 6 FOOT CONCRETE BRIDGE ON THE
 LA1568'NORTH-SOUTH ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LA1568'ROAD, 34 FEET SOUTH OF A 10 INCH CONCRETE FENCE CORNER POST, 15
 LA1568'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 LA1568'EAST OF THE FENCE LINE, A ABOUT LEVEL WITH THE INTERSECTION,
 LA1568'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0590 ***********************************************************************
 MD0590  DESIGNATION -  X 21
 MD0590  PID         -  MD0590
 MD0590  STATE/COUNTY-  IN/STEUBEN
 MD0590  COUNTRY     -  US
 MD0590  USGS QUAD   -  ANGOLA EAST (2019)
 MD0590
 MD0590                         *CURRENT SURVEY CONTROL
 MD0590  ______________________________________________________________________
 MD0590* NAD 83(1986) POSITION- 41 44 34.     (N) 084 54 28.     (W)   SCALED
 MD0590* NAVD 88 ORTHO HEIGHT -   328.061 (meters)     1076.31  (feet) ADJUSTED
 MD0590  ______________________________________________________________________
 MD0590  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 MD0590  DYNAMIC HEIGHT  -        327.936 (meters)     1075.90  (feet) COMP
 MD0590  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 MD0590
 MD0590  VERT ORDER      -  SECOND    CLASS 0
 MD0590
 MD0590.The horizontal coordinates were scaled from a map and have
 MD0590.an estimated accuracy of +/- 6 seconds.
 MD0590
 MD0590.The orthometric height was determined by differential leveling and
 MD0590.adjusted by the NATIONAL GEODETIC SURVEY
 MD0590.in June 1991.
 MD0590
 MD0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0590.GEOID18 height accuracy estimate available here.
 MD0590
 MD0590.Click photographs - Photos may exist for this station.
 MD0590
 MD0590.The dynamic height is computed by dividing the NAVD 88
 MD0590.geopotential number by the normal gravity value computed on the
 MD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0590.degrees latitude (g = 980.6199 gals.).
 MD0590
 MD0590.The modeled gravity was interpolated from observed gravity values.
 MD0590
 MD0590;                    North         East    Units  Estimated Accuracy
 MD0590;SPC IN E     -   721,330.      163,130.      MT  (+/- 180 meters Scaled)
 MD0590
 MD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM739233(NAD 83)
 MD0590
 MD0590                          SUPERSEDED SURVEY CONTROL
 MD0590
 MD0590  NGVD 29 (??/??/92)  328.184  (m)         1076.72   (f) ADJ UNCH    2 0
 MD0590
 MD0590.Superseded values are not recommended for survey control.
 MD0590
 MD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0590.See file dsdata.pdf to determine how the superseded data were derived.
 MD0590
 MD0590_MARKER: DB = BENCH MARK DISK
 MD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0590_STAMPING: X 21 1934
 MD0590_MARK LOGO: CGS
 MD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0590+STABILITY: SURFACE MOTION
 MD0590
 MD0590  HISTORY     - Date     Condition        Report By
 MD0590  HISTORY     - 1934     MONUMENTED       CGS
 MD0590  HISTORY     - 1960     GOOD             CGS
 MD0590  HISTORY     - 1960     GOOD             CGS
 MD0590  HISTORY     - 1976     GOOD             LOCSUR
 MD0590  HISTORY     - 20180517 MARK NOT FOUND   MIDT
 MD0590
 MD0590                          STATION DESCRIPTION
 MD0590
 MD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0590'2 MI NE FROM FREMONT.
 MD0590'2.0 MILES NE LY ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0590'STATION AT FREMONT, OR 0.2 MILE E ALONG NO. 120 U.S. HIGHWAY
 MD0590'(MAIN E.W. STREET IN TOWN), FROM THE MAIN BUSINESS CORNER IN
 MD0590'FREMONT THENCE NE ON PAVED HIGHWAY TOWARD CLEAR LAKE FOR 1.4
 MD0590'MILES THENCE E ACROSS FIELD ON DIM ROAD 0.25 MILE TO RAILROAD
 MD0590'CROSSING AND THE MARK, ABOUT 250 YARDS NE OF APPARENT SUMMIT OF
 MD0590'RAILROAD GRADE, ABOUT 30 YARDS N OF E-W FENCE, AT NE END OF
 MD0590'RAILROAD CUT, 15.5 FEET NW OF NW RAIL, 1.2 FEET LOWER THAN TOP
 MD0590'OF SAME, 11 FEET SW OF CENTER LINE OF THE FIELD ROAD, PROJECTING
 MD0590'0.7 FOOT ABOVE GROUND.
 MD0590
 MD0590                          STATION RECOVERY (1960)
 MD0590
 MD0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MD0590'RECOVERED IN GOOD CONDITION.
 MD0590
 MD0590                          STATION RECOVERY (1976)
 MD0590
 MD0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MD0590'RECOVERED IN GOOD CONDITION.
 MD0590
 MD0590                          STATION RECOVERY (2018)
 MD0590
 MD0590'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 MD0590'THE FIELD ROAD NO LONGER EXISTS.  THE RAILWAY IS STILL INTACT, BUT THE
 MD0590'MARK COULDN'T BE PINPOINTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0505 ***********************************************************************
 LB0505  DESIGNATION -  X 210
 LB0505  PID         -  LB0505
 LB0505  STATE/COUNTY-  IN/CLINTON
 LB0505  COUNTRY     -  US
 LB0505  USGS QUAD   -  HILLISBURG (2019)
 LB0505
 LB0505                         *CURRENT SURVEY CONTROL
 LB0505  ______________________________________________________________________
 LB0505* NAD 83(1986) POSITION- 40 21 11.     (N) 086 16 16.     (W)   SCALED
 LB0505* NAVD 88 ORTHO HEIGHT -   269.632 (meters)      884.62  (feet) ADJUSTED
 LB0505  ______________________________________________________________________
 LB0505  GEOID HEIGHT    -        -34.324 (meters)                     GEOID18
 LB0505  DYNAMIC HEIGHT  -        269.487 (meters)      884.14  (feet) COMP
 LB0505  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 LB0505
 LB0505  VERT ORDER      -  SECOND    CLASS 0
 LB0505
 LB0505.The horizontal coordinates were scaled from a map and have
 LB0505.an estimated accuracy of +/- 6 seconds.
 LB0505
 LB0505.The orthometric height was determined by differential leveling and
 LB0505.adjusted by the NATIONAL GEODETIC SURVEY
 LB0505.in June 1991.
 LB0505
 LB0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0505.GEOID18 height accuracy estimate available here.
 LB0505
 LB0505.Click photographs - Photos may exist for this station.
 LB0505
 LB0505.The dynamic height is computed by dividing the NAVD 88
 LB0505.geopotential number by the normal gravity value computed on the
 LB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0505.degrees latitude (g = 980.6199 gals.).
 LB0505
 LB0505.The modeled gravity was interpolated from observed gravity values.
 LB0505
 LB0505;                    North         East    Units  Estimated Accuracy
 LB0505;SPC IN W     -   567,040.      969,000.      MT  (+/- 180 meters Scaled)
 LB0505
 LB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK618671(NAD 83)
 LB0505
 LB0505                          SUPERSEDED SURVEY CONTROL
 LB0505
 LB0505  NGVD 29 (??/??/92)  269.742  (m)          884.98   (f) ADJ UNCH    2 0
 LB0505
 LB0505.Superseded values are not recommended for survey control.
 LB0505
 LB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0505.See file dsdata.pdf to determine how the superseded data were derived.
 LB0505
 LB0505_MARKER: DB = BENCH MARK DISK
 LB0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0505_SP_SET: BRIDGE WINGWALL
 LB0505_STAMPING: X 210 1946
 LB0505_MARK LOGO: CGS
 LB0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0505
 LB0505  HISTORY     - Date     Condition        Report By
 LB0505  HISTORY     - 1946     MONUMENTED       CGS
 LB0505
 LB0505                          STATION DESCRIPTION
 LB0505
 LB0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0505'4.6 MI SE FROM FOREST.
 LB0505'ABOUT 3.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB0505'AT FOREST, THENCE ABOUT 1.4 MILES SOUTH ALONG A GRAVEL ROAD,
 LB0505'ABOUT 0.5 MILE SOUTH OF THE WEST POINT CHRISTIAN CHURCH, 0.15
 LB0505'MILE SOUTH OF A GRAVEL ROAD LEADING WEST, SET IN THE TOP OF THE
 LB0505'EAST END OF THE NORTHWEST WING WALL OF A 30 FOOT CONCRETE ARCH
 LB0505'BRIDGE OVER A CREEK, 10 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE
 LB0505'CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0371 ***********************************************************************
 LB0371  DESIGNATION -  X 211 RESET
 LB0371  PID         -  LB0371
 LB0371  STATE/COUNTY-  IN/TIPTON
 LB0371  COUNTRY     -  US
 LB0371  USGS QUAD   -  SHERIDAN (2019)
 LB0371
 LB0371                         *CURRENT SURVEY CONTROL
 LB0371  ______________________________________________________________________
 LB0371* NAD 83(1986) POSITION- 40 13 55.     (N) 086 07 40.     (W)   SCALED
 LB0371* NAVD 88 ORTHO HEIGHT -   269.66  (meters)      884.7   (feet) RESET
 LB0371  ______________________________________________________________________
 LB0371  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 LB0371  VERT ORDER      -  THIRD
 LB0371
 LB0371.The horizontal coordinates were scaled from a map and have
 LB0371.an estimated accuracy of +/- 6 seconds.
 LB0371
 LB0371.The orthometric height was computed from unverified reset data.
 LB0371
 LB0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0371.GEOID18 height accuracy estimate available here.
 LB0371
 LB0371.Click photographs - Photos may exist for this station.
 LB0371
 LB0371;                    North         East    Units  Estimated Accuracy
 LB0371;SPC IN E     -   553,370.       60,760.      MT  (+/- 180 meters Scaled)
 LB0371
 LB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742538(NAD 83)
 LB0371
 LB0371                          SUPERSEDED SURVEY CONTROL
 LB0371
 LB0371.No superseded survey control is available for this station.
 LB0371
 LB0371_MARKER: DB = BENCH MARK DISK
 LB0371_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LB0371_SP_SET: CULVERT CURB
 LB0371_STAMPING: X 211 RESET 1960
 LB0371_MARK LOGO: CGS
 LB0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0371
 LB0371  HISTORY     - Date     Condition        Report By
 LB0371  HISTORY     - 1960     MONUMENTED       INHD
 LB0371
 LB0371                          STATION DESCRIPTION
 LB0371
 LB0371'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 LB0371'1 MI N FROM EAST UNION.
 LB0371'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0371'CHRISTIAN CHURCH, AT A CROSS ROAD, 28 FEET EAST OF THE CENTERLINE
 LB0371'OF THE NORTHBOUND LANES OF THE HIGHWAY, 72 FEET NORTH OF THE
 LB0371'CENTERLINE OF THE EAST-WEST ROAD, AND SET IN THE TOP OF THE CURB
 LB0371'OF A 3 BY 3 FOOT CONCRETE CULVERT UNDER U.S. 31, ABOUT 2.5 FEET
 LB0371'BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1829 ***********************************************************************
 LA1829  DESIGNATION -  X 212 RESET
 LA1829  PID         -  LA1829
 LA1829  STATE/COUNTY-  IN/HUNTINGTON
 LA1829  COUNTRY     -  US
 LA1829  USGS QUAD   -  MOUNT ETNA (2019)
 LA1829
 LA1829                         *CURRENT SURVEY CONTROL
 LA1829  ______________________________________________________________________
 LA1829* NAD 83(1986) POSITION- 40 44 29.     (N) 085 34 53.     (W)   SCALED
 LA1829* NAVD 88 ORTHO HEIGHT -   246.57  (meters)      809.0   (feet) RESET
 LA1829  ______________________________________________________________________
 LA1829  GEOID HEIGHT    -        -34.207 (meters)                     GEOID18
 LA1829  VERT ORDER      -  THIRD
 LA1829
 LA1829.The horizontal coordinates were scaled from a map and have
 LA1829.an estimated accuracy of +/- 6 seconds.
 LA1829
 LA1829.The orthometric height was computed from unverified reset data.
 LA1829
 LA1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1829.GEOID18 height accuracy estimate available here.
 LA1829
 LA1829.Click photographs - Photos may exist for this station.
 LA1829
 LA1829;                    North         East    Units  Estimated Accuracy
 LA1829;SPC IN E     -   609,840.      107,200.      MT  (+/- 180 meters Scaled)
 LA1829
 LA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL197110(NAD 83)
 LA1829
 LA1829                          SUPERSEDED SURVEY CONTROL
 LA1829
 LA1829  NGVD 29 (??/??/??)  246.70   (m)          809.4    (f) RESET       3  
 LA1829
 LA1829.Superseded values are not recommended for survey control.
 LA1829
 LA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1829.See file dsdata.pdf to determine how the superseded data were derived.
 LA1829
 LA1829_MARKER: DB = BENCH MARK DISK
 LA1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1829_STAMPING: X 212 RESET 1965
 LA1829_MARK LOGO: CGS
 LA1829_PROJECTION: PROJECTING 8 CENTIMETERS
 LA1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1829+STABILITY: SURFACE MOTION
 LA1829
 LA1829  HISTORY     - Date     Condition        Report By
 LA1829  HISTORY     - 1965     MONUMENTED       CGS
 LA1829
 LA1829                          STATION DESCRIPTION
 LA1829
 LA1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LA1829'1 MI W FROM MT ETNA.
 LA1829'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 124 FROM ITS INTERSECTION
 LA1829'WITH STATE HIGHWAY 9 AND 37 AT MT. ETNA, ABOUT 50 YARDS EAST OF A
 LA1829'SIDE ROAD LEADING NORTH, ABOUT 50 YARDS WEST OF A DITCH, ABOUT
 LA1829'120 FEET NORTH OF THE CENTER OF STATE HIGHWAY 124, 1.5 FEET EAST
 LA1829'OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A ROUND CONCRETE
 LA1829'POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0765 ***********************************************************************
 LA0765  DESIGNATION -  X 213
 LA0765  PID         -  LA0765
 LA0765  STATE/COUNTY-  IN/WELLS
 LA0765  COUNTRY     -  US
 LA0765  USGS QUAD   -  MARKLE (2019)
 LA0765
 LA0765                         *CURRENT SURVEY CONTROL
 LA0765  ______________________________________________________________________
 LA0765* NAD 83(1986) POSITION- 40 49 48.     (N) 085 19 04.     (W)   SCALED
 LA0765* NAVD 88 ORTHO HEIGHT -   246.273 (meters)      807.98  (feet) ADJUSTED
 LA0765  ______________________________________________________________________
 LA0765  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 LA0765  DYNAMIC HEIGHT  -        246.157 (meters)      807.60  (feet) COMP
 LA0765  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 LA0765
 LA0765  VERT ORDER      -  SECOND    CLASS 0
 LA0765
 LA0765.The horizontal coordinates were scaled from a map and have
 LA0765.an estimated accuracy of +/- 6 seconds.
 LA0765
 LA0765.The orthometric height was determined by differential leveling and
 LA0765.adjusted by the NATIONAL GEODETIC SURVEY
 LA0765.in June 1991.
 LA0765
 LA0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0765.GEOID18 height accuracy estimate available here.
 LA0765
 LA0765.Click photographs - Photos may exist for this station.
 LA0765
 LA0765.The dynamic height is computed by dividing the NAVD 88
 LA0765.geopotential number by the normal gravity value computed on the
 LA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0765.degrees latitude (g = 980.6199 gals.).
 LA0765
 LA0765.The modeled gravity was interpolated from observed gravity values.
 LA0765
 LA0765;                    North         East    Units  Estimated Accuracy
 LA0765;SPC IN E     -   619,740.      129,430.      MT  (+/- 180 meters Scaled)
 LA0765
 LA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL418212(NAD 83)
 LA0765
 LA0765                          SUPERSEDED SURVEY CONTROL
 LA0765
 LA0765  NGVD 29 (??/??/92)  246.411  (m)          808.43   (f) ADJ UNCH    2 0
 LA0765
 LA0765.Superseded values are not recommended for survey control.
 LA0765
 LA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0765.See file dsdata.pdf to determine how the superseded data were derived.
 LA0765
 LA0765_MARKER: DB = BENCH MARK DISK
 LA0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0765_SP_SET: CULVERT HEADWALL
 LA0765_STAMPING: X 213 1947
 LA0765_MARK LOGO: CGS
 LA0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0765+STABILITY: SURFACE MOTION
 LA0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0765+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2023
 LA0765
 LA0765  HISTORY     - Date     Condition        Report By
 LA0765  HISTORY     - 1947     MONUMENTED       CGS
 LA0765  HISTORY     - 1983     POOR             NGS
 LA0765  HISTORY     - 20170201 GOOD             INDIV
 LA0765  HISTORY     - 20230116 GOOD             LFA
 LA0765
 LA0765                          STATION DESCRIPTION
 LA0765
 LA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0765'1.2 MI E FROM MARKLE.
 LA0765'ABOUT 1.15 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0765'AT MARKLE, AT A GRAVEL CROSS ROAD, IN THE TOP OF THE SOUTH END OF
 LA0765'THE EAST CONCRETE HEAD WALL OF A 20-INCH PIPE CULVERT UNDER THE
 LA0765'GRAVEL ROAD, 32 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND
 LA0765'TRACK, 28 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 43
 LA0765'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 224 PARALLELING
 LA0765'THE TRACK, ABOUT 5 FEET BELOW THE TRACK AND SET IN A DRILL HOLE.
 LA0765
 LA0765                          STATION RECOVERY (1983)
 LA0765
 LA0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0765'BATTERED UP AND UNREADABLE BUT THE CENTER STILL IN GOOD SHAPE.
 LA0765'LOCATED ABOUT 1.15 MILES (1.863 KM) EAST ALONG STATE HIGHWAY 224 FROM
 LA0765'ITS JUNCTION WITH STATE HIGHWAY 3 IN MARKLE, AT A GRAVEL CROSS ROAD,
 LA0765'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 LA0765'20-INCH PIPE CULVERT UNDER GRAVEL ROAD. IT IS 28.0 FEET (8.534 M)
 LA0765'EAST FROM THE CENTER OF THE GRAVEL ROAD AND 43.0 FEET (13.106 M)
 LA0765'NORTH FROM THE CENTER OF HIGHWAY 224.
 LA0765
 LA0765                          STATION RECOVERY (2017)
 LA0765
 LA0765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEF)
 LA0765'RECOVERED AS DESCRIBED
 LA0765
 LA0765                          STATION RECOVERY (2023)
 LA0765
 LA0765'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1180 ***********************************************************************
 LA1180  DESIGNATION -  X 214 RESET
 LA1180  PID         -  LA1180
 LA1180  STATE/COUNTY-  IN/BLACKFORD
 LA1180  COUNTRY     -  US
 LA1180  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1180
 LA1180                         *CURRENT SURVEY CONTROL
 LA1180  ______________________________________________________________________
 LA1180* NAD 83(1986) POSITION- 40 29 39.     (N) 085 22 12.     (W)   SCALED
 LA1180* NAVD 88 ORTHO HEIGHT -   270.80  (meters)      888.4   (feet) RESET
 LA1180  ______________________________________________________________________
 LA1180  GEOID HEIGHT    -        -34.108 (meters)                     GEOID18
 LA1180  VERT ORDER      -  THIRD
 LA1180
 LA1180.The horizontal coordinates were scaled from a map and have
 LA1180.an estimated accuracy of +/- 6 seconds.
 LA1180
 LA1180.The orthometric height was computed from unverified reset data.
 LA1180
 LA1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1180.GEOID18 height accuracy estimate available here.
 LA1180
 LA1180.Click photographs - Photos may exist for this station.
 LA1180
 LA1180;                    North         East    Units  Estimated Accuracy
 LA1180;SPC IN E     -   582,430.      125,150.      MT  (+/- 180 meters Scaled)
 LA1180
 LA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381838(NAD 83)
 LA1180
 LA1180                          SUPERSEDED SURVEY CONTROL
 LA1180
 LA1180  NGVD 29 (??/??/??)  270.94   (m)          888.9    (f) RESET       3  
 LA1180
 LA1180.Superseded values are not recommended for survey control.
 LA1180
 LA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1180.See file dsdata.pdf to determine how the superseded data were derived.
 LA1180
 LA1180_MARKER: DB = BENCH MARK DISK
 LA1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1180_STAMPING: X 214 RESET 1963
 LA1180_MARK LOGO: CGS
 LA1180_PROJECTION: PROJECTING 13 CENTIMETERS
 LA1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1180+STABILITY: SURFACE MOTION
 LA1180
 LA1180  HISTORY     - Date     Condition        Report By
 LA1180  HISTORY     - 1963     MONUMENTED       INHD
 LA1180
 LA1180                          STATION DESCRIPTION
 LA1180
 LA1180'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1963
 LA1180'3.6 MI N FROM HARTFORD CITY.
 LA1180'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA1180'AT HARTFORD CITY, AT THE INTERSECTION OF A GRAVEL CROSS ROAD,
 LA1180'ABOUT 1.0 MILE SOUTH OF THE FAIRVIEW U.B. CHURCH, 96 FEET EAST
 LA1180'OF THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTERLINE
 LA1180'OF THE CROSS ROAD, 42 FEET EAST OF THE CENTER OF A 150 IN X 95 IN
 LA1180'CORRUGATED METAL PIPE ARCH UNDER THE CROSS ROAD, ABOUT 2.5 FEET
 LA1180'EAST AND 2 FEET NORTH OF A CORNER FENCE POST, ABOUT 1.5 FEET
 LA1180'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1180'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1238 ***********************************************************************
 LA1238  DESIGNATION -  X 216
 LA1238  PID         -  LA1238
 LA1238  STATE/COUNTY-  IN/GRANT
 LA1238  COUNTRY     -  US
 LA1238  USGS QUAD   -  HARTFORD CITY WEST (2019)
 LA1238
 LA1238                         *CURRENT SURVEY CONTROL
 LA1238  ______________________________________________________________________
 LA1238* NAD 83(1986) POSITION- 40 23 28.     (N) 085 29 45.     (W)   SCALED
 LA1238* NAVD 88 ORTHO HEIGHT -   258.700 (meters)      848.75  (feet) ADJUSTED
 LA1238  ______________________________________________________________________
 LA1238  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 LA1238  DYNAMIC HEIGHT  -        258.567 (meters)      848.32  (feet) COMP
 LA1238  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 LA1238
 LA1238  VERT ORDER      -  SECOND    CLASS 0
 LA1238
 LA1238.The horizontal coordinates were scaled from a map and have
 LA1238.an estimated accuracy of +/- 6 seconds.
 LA1238
 LA1238.The orthometric height was determined by differential leveling and
 LA1238.adjusted by the NATIONAL GEODETIC SURVEY
 LA1238.in June 1991.
 LA1238
 LA1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1238.GEOID18 height accuracy estimate available here.
 LA1238
 LA1238.Click photographs - Photos may exist for this station.
 LA1238
 LA1238.The dynamic height is computed by dividing the NAVD 88
 LA1238.geopotential number by the normal gravity value computed on the
 LA1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1238.degrees latitude (g = 980.6199 gals.).
 LA1238
 LA1238.The modeled gravity was interpolated from observed gravity values.
 LA1238
 LA1238;                    North         East    Units  Estimated Accuracy
 LA1238;SPC IN E     -   570,960.      114,500.      MT  (+/- 180 meters Scaled)
 LA1238
 LA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK276722(NAD 83)
 LA1238
 LA1238                          SUPERSEDED SURVEY CONTROL
 LA1238
 LA1238  NGVD 29 (??/??/92)  258.837  (m)          849.20   (f) ADJ UNCH    2 0
 LA1238
 LA1238.Superseded values are not recommended for survey control.
 LA1238
 LA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1238.See file dsdata.pdf to determine how the superseded data were derived.
 LA1238
 LA1238_MARKER: DB = BENCH MARK DISK
 LA1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1238_SP_SET: BRIDGE
 LA1238_STAMPING: X 216 1947
 LA1238_MARK LOGO: CGS
 LA1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1238
 LA1238  HISTORY     - Date     Condition        Report By
 LA1238  HISTORY     - 1947     MONUMENTED       CGS
 LA1238
 LA1238                          STATION DESCRIPTION
 LA1238
 LA1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1238'0.2 MI NE FROM MATTHEWS.
 LA1238'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 221 FROM THE POST
 LA1238'OFFICE AT MATTHEWS, ABOUT 0.2 MILE SOUTHWEST OF A WOODEN DECK
 LA1238'STEEL BRIDGE OVER MISSISSINEWA RIVER, SET IN THE TOP OF THE
 LA1238'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 15-FOOT CONCRETE
 LA1238'BRIDGE, 23.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 LA1238'AND 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1504 ***********************************************************************
 LA1504  DESIGNATION -  X 218
 LA1504  PID         -  LA1504
 LA1504  STATE/COUNTY-  IN/MADISON
 LA1504  COUNTRY     -  US
 LA1504  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1504
 LA1504                         *CURRENT SURVEY CONTROL
 LA1504  ______________________________________________________________________
 LA1504* NAD 83(1986) POSITION- 40 11 35.     (N) 085 40 12.     (W)   SCALED
 LA1504* NAVD 88 ORTHO HEIGHT -   264.667 (meters)      868.33  (feet) ADJUSTED
 LA1504  ______________________________________________________________________
 LA1504  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 LA1504  DYNAMIC HEIGHT  -        264.526 (meters)      867.87  (feet) COMP
 LA1504  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 LA1504
 LA1504  VERT ORDER      -  SECOND    CLASS 0
 LA1504
 LA1504.The horizontal coordinates were scaled from a map and have
 LA1504.an estimated accuracy of +/- 6 seconds.
 LA1504
 LA1504.The orthometric height was determined by differential leveling and
 LA1504.adjusted by the NATIONAL GEODETIC SURVEY
 LA1504.in June 1991.
 LA1504
 LA1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1504.GEOID18 height accuracy estimate available here.
 LA1504
 LA1504.Click photographs - Photos may exist for this station.
 LA1504
 LA1504.The dynamic height is computed by dividing the NAVD 88
 LA1504.geopotential number by the normal gravity value computed on the
 LA1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1504.degrees latitude (g = 980.6199 gals.).
 LA1504
 LA1504.The modeled gravity was interpolated from observed gravity values.
 LA1504
 LA1504;                    North         East    Units  Estimated Accuracy
 LA1504;SPC IN E     -   548,950.       99,720.      MT  (+/- 180 meters Scaled)
 LA1504
 LA1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK132500(NAD 83)
 LA1504
 LA1504                          SUPERSEDED SURVEY CONTROL
 LA1504
 LA1504  NGVD 29 (??/??/92)  264.809  (m)          868.79   (f) ADJ UNCH    2 0
 LA1504
 LA1504.Superseded values are not recommended for survey control.
 LA1504
 LA1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1504.See file dsdata.pdf to determine how the superseded data were derived.
 LA1504
 LA1504_MARKER: DB = BENCH MARK DISK
 LA1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1504_STAMPING: X 218 1947
 LA1504_MARK LOGO: CGS
 LA1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1504+STABILITY: SURFACE MOTION
 LA1504
 LA1504  HISTORY     - Date     Condition        Report By
 LA1504  HISTORY     - 1947     MONUMENTED       CGS
 LA1504  HISTORY     - 20230823 MARK NOT FOUND   INDOT
 LA1504
 LA1504                          STATION DESCRIPTION
 LA1504
 LA1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1504'0.6 MI E FROM LINWOOD.
 LA1504'ABOUT 0.55 MILE EAST ALONG A COUNTY ROAD FROM THE GRAIN ELEVATOR
 LA1504'AT LINWOOD, SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LA1504'STATE HIGHWAY 9, 75.5 FEET WEST OF THE CENTER LINE OF THE
 LA1504'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD,
 LA1504'4.0 FEET EAST OF POWER POLE NO. IGS/MA 54145, 15.5 FEET SOUTHWEST
 LA1504'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 15-INCH
 LA1504'PIPE CULVERT UNDER THE COUNTY ROAD, 1 FOOT NORTH OF A WHITE
 LA1504'WOODEN WITNESS POST, 1.5 FEET BELOW THE ROAD AND SET IN THE
 LA1504'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1504
 LA1504                          STATION RECOVERY (2023)
 LA1504
 LA1504'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1504'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1168 ***********************************************************************
 LA1168  DESIGNATION -  X 219 RESET
 LA1168  PID         -  LA1168
 LA1168  STATE/COUNTY-  IN/DELAWARE
 LA1168  COUNTRY     -  US
 LA1168  USGS QUAD   -  MUNCIE EAST (2019)
 LA1168
 LA1168                         *CURRENT SURVEY CONTROL
 LA1168  ______________________________________________________________________
 LA1168* NAD 83(1986) POSITION- 40 11 52.     (N) 085 21 27.     (W)   SCALED
 LA1168* NAVD 88 ORTHO HEIGHT -   293.95  (meters)      964.4   (feet) RESET
 LA1168  ______________________________________________________________________
 LA1168  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 LA1168  VERT ORDER      -  THIRD
 LA1168
 LA1168.The horizontal coordinates were scaled from a map and have
 LA1168.an estimated accuracy of +/- 6 seconds.
 LA1168
 LA1168.The orthometric height was computed from unverified reset data.
 LA1168
 LA1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1168.GEOID18 height accuracy estimate available here.
 LA1168
 LA1168.Click photographs - Photos may exist for this station.
 LA1168
 LA1168;                    North         East    Units  Estimated Accuracy
 LA1168;SPC IN E     -   549,520.      126,320.      MT  (+/- 180 meters Scaled)
 LA1168
 LA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK398510(NAD 83)
 LA1168
 LA1168                          SUPERSEDED SURVEY CONTROL
 LA1168
 LA1168  NGVD 29 (??/??/??)  294.08   (m)          964.8    (f) RESET       3  
 LA1168
 LA1168.Superseded values are not recommended for survey control.
 LA1168
 LA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1168.See file dsdata.pdf to determine how the superseded data were derived.
 LA1168
 LA1168_MARKER: DB = BENCH MARK DISK
 LA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1168_STAMPING: X 219 RESET 1957
 LA1168_MARK LOGO: CGS
 LA1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1168+STABILITY: SURFACE MOTION
 LA1168
 LA1168  HISTORY     - Date     Condition        Report By
 LA1168  HISTORY     - 1957     MONUMENTED       NYCRR
 LA1168
 LA1168                          STATION DESCRIPTION
 LA1168
 LA1168'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1957
 LA1168'AT MUNCIE.
 LA1168'0.69 MILE NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA1168'RAILROAD FROM THE CENTERLINE OF VANCE CROSSING IN THE SOUTHEAST
 LA1168'PART OF MUNCIE, AT EAST MUNCIE YARDS.  MILEPOST 172.065, STATION
 LA1168'STAKE 9085+84, SET AT RIGHT ANGLES TO, AND 113.3 FEET SOUTH OF THE
 LA1168'CENTERLINE OF THE MAIN TRACK, 2.5 FEET NORTH OF THE SOUTH
 LA1168'RIGHT-OF-WAY FENCE.  DISK IS SET IN 0.5 FOOT CONCRETE POST 0.75
 LA1168'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0718 ***********************************************************************
 MD0718  DESIGNATION -  X 22
 MD0718  PID         -  MD0718
 MD0718  STATE/COUNTY-  IN/ALLEN
 MD0718  COUNTRY     -  US
 MD0718  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0718
 MD0718                         *CURRENT SURVEY CONTROL
 MD0718  ______________________________________________________________________
 MD0718* NAD 83(1986) POSITION- 41 05 05.     (N) 085 08 36.     (W)   SCALED
 MD0718* NAVD 88 ORTHO HEIGHT -   231.027 (meters)      757.96  (feet) ADJUSTED
 MD0718  ______________________________________________________________________
 MD0718  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 MD0718  DYNAMIC HEIGHT  -        230.936 (meters)      757.66  (feet) COMP
 MD0718  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 MD0718
 MD0718  VERT ORDER      -  SECOND    CLASS 0
 MD0718
 MD0718.The horizontal coordinates were scaled from a map and have
 MD0718.an estimated accuracy of +/- 6 seconds.
 MD0718
 MD0718.The orthometric height was determined by differential leveling and
 MD0718.adjusted by the NATIONAL GEODETIC SURVEY
 MD0718.in June 1991.
 MD0718
 MD0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0718.GEOID18 height accuracy estimate available here.
 MD0718
 MD0718.Click photographs - Photos may exist for this station.
 MD0718
 MD0718.The dynamic height is computed by dividing the NAVD 88
 MD0718.geopotential number by the normal gravity value computed on the
 MD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0718.degrees latitude (g = 980.6199 gals.).
 MD0718
 MD0718.The modeled gravity was interpolated from observed gravity values.
 MD0718
 MD0718;                    North         East    Units  Estimated Accuracy
 MD0718;SPC IN E     -   648,100.      143,970.      MT  (+/- 180 meters Scaled)
 MD0718
 MD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL559498(NAD 83)
 MD0718
 MD0718                          SUPERSEDED SURVEY CONTROL
 MD0718
 MD0718  NGVD 29 (??/??/92)  231.189  (m)          758.49   (f) ADJ UNCH    2 0
 MD0718
 MD0718.Superseded values are not recommended for survey control.
 MD0718
 MD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0718.See file dsdata.pdf to determine how the superseded data were derived.
 MD0718
 MD0718_MARKER: DB = BENCH MARK DISK
 MD0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0718_STAMPING: X 22 1934
 MD0718_MARK LOGO: CGS
 MD0718_PROJECTION: FLUSH
 MD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0718+STABILITY: SURFACE MOTION
 MD0718
 MD0718  HISTORY     - Date     Condition        Report By
 MD0718  HISTORY     - 1934     MONUMENTED       CGS
 MD0718  HISTORY     - 1961     GOOD             CGS
 MD0718  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0718
 MD0718                          STATION DESCRIPTION
 MD0718
 MD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0718'0.4 MI NNW FROM FORT WAYNE.
 MD0718'AN ESTIMATED 3/8 MILE NNW OF THE COURTHOUSE IN FORT WAYNE, 82
 MD0718'FEET NNW OF NNW END OF THE WESTERLY BANNISTER WALL OF THE
 MD0718'HARRISON STREET BRIDGE OVER THE ST. MARYS RIVER, 62 FEET S OF
 MD0718'CENTER LINE OF 24-FOOT PAVEMENT OF FIRST STREET, 39 FEET WSW
 MD0718'OF PROJECTED PLANE OF THE EASTERLY (INSIDE) SAID WALL, 15-1/2
 MD0718'FEET W OF PROJECTED CENTER LINE OF THE 30-FOOT PAVEMENT OF
 MD0718'HARRISON STREET FROM THE NORTH, 14.0 FEET NW OF NW RAIL OF
 MD0718'NEW YORK CENTRAL R.R. MAIN LINE (HERE AND NOW THE ONLY) TRACK,
 MD0718'0.4 FOOT HIGHER THAN TOP OF SAME, ABOUT 1-1/2 FEET NW OF STEEL
 MD0718'WITNESS POST, AND FLUSH WITH THE GROUND.
 MD0718
 MD0718                          STATION RECOVERY (1992)
 MD0718
 MD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0718'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1197 ***********************************************************************
 LA1197  DESIGNATION -  X 220
 LA1197  PID         -  LA1197
 LA1197  STATE/COUNTY-  IN/DELAWARE
 LA1197  COUNTRY     -  US
 LA1197  USGS QUAD   -  REDKEY (2019)
 LA1197
 LA1197                         *CURRENT SURVEY CONTROL
 LA1197  ______________________________________________________________________
 LA1197* NAD 83(1986) POSITION- 40 19 06.     (N) 085 14 19.     (W)   SCALED
 LA1197* NAVD 88 ORTHO HEIGHT -   289.290 (meters)      949.11  (feet) ADJUSTED
 LA1197  ______________________________________________________________________
 LA1197  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 LA1197  DYNAMIC HEIGHT  -        289.139 (meters)      948.62  (feet) COMP
 LA1197  MODELED GRAVITY -    980,097.7   (mgal)                       NAVD 88
 LA1197
 LA1197  VERT ORDER      -  SECOND    CLASS 0
 LA1197
 LA1197.The horizontal coordinates were scaled from a map and have
 LA1197.an estimated accuracy of +/- 6 seconds.
 LA1197
 LA1197.The orthometric height was determined by differential leveling and
 LA1197.adjusted by the NATIONAL GEODETIC SURVEY
 LA1197.in June 1991.
 LA1197
 LA1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1197.GEOID18 height accuracy estimate available here.
 LA1197
 LA1197.Click photographs - Photos may exist for this station.
 LA1197
 LA1197.The dynamic height is computed by dividing the NAVD 88
 LA1197.geopotential number by the normal gravity value computed on the
 LA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1197.degrees latitude (g = 980.6199 gals.).
 LA1197
 LA1197.The modeled gravity was interpolated from observed gravity values.
 LA1197
 LA1197;                    North         East    Units  Estimated Accuracy
 LA1197;SPC IN E     -   562,950.      136,380.      MT  (+/- 180 meters Scaled)
 LA1197
 LA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK496645(NAD 83)
 LA1197
 LA1197                          SUPERSEDED SURVEY CONTROL
 LA1197
 LA1197  NGVD 29 (??/??/92)  289.426  (m)          949.56   (f) ADJ UNCH    2 0
 LA1197
 LA1197.Superseded values are not recommended for survey control.
 LA1197
 LA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1197.See file dsdata.pdf to determine how the superseded data were derived.
 LA1197
 LA1197_MARKER: DB = BENCH MARK DISK
 LA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1197_STAMPING: X 220 1947
 LA1197_MARK LOGO: CGS
 LA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1197+STABILITY: SURFACE MOTION
 LA1197
 LA1197  HISTORY     - Date     Condition        Report By
 LA1197  HISTORY     - 1947     MONUMENTED       CGS
 LA1197
 LA1197                          STATION DESCRIPTION
 LA1197
 LA1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1197'1.4 MI N FROM ALBANY.
 LA1197'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 LA1197'AT ALBANY, THENCE ABOUT 1.3 MILE NORTH ALONG WATER STREET-EXTENDED,
 LA1197'AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST TO EATON, 44
 LA1197'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET
 LA1197'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 16.5 FEET SOUTHEAST
 LA1197'OF A FENCE CORNER POST, 36.5 FEET NORTHWEST OF A FENCE CORNER
 LA1197'POST, 1 FOOT NORTHEAST OF THE FENCE LINE, 1.5 FOOT SOUTHEAST OF A
 LA1197'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LA1197'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0586 ***********************************************************************
 LA0586  DESIGNATION -  X 221
 LA0586  PID         -  LA0586
 LA0586  STATE/COUNTY-  IN/ALLEN
 LA0586  COUNTRY     -  US
 LA0586  USGS QUAD   -  HOAGLAND (2019)
 LA0586
 LA0586                         *CURRENT SURVEY CONTROL
 LA0586  ______________________________________________________________________
 LA0586* NAD 83(1986) POSITION- 40 56 52.3    (N) 084 59 54.1    (W)   HD_HELD2
 LA0586* NAVD 88 ORTHO HEIGHT -   254.991 (meters)      836.58  (feet) ADJUSTED
 LA0586  ______________________________________________________________________
 LA0586  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 LA0586  DYNAMIC HEIGHT  -        254.883 (meters)      836.23  (feet) COMP
 LA0586  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 LA0586
 LA0586  VERT ORDER      -  SECOND    CLASS 0
 LA0586
 LA0586.The horizontal coordinates were established by autonomous hand held GPS
 LA0586.observations and have an estimated accuracy of +/- 10 meters.
 LA0586
 LA0586.The orthometric height was determined by differential leveling and
 LA0586.adjusted by the NATIONAL GEODETIC SURVEY
 LA0586.in June 1991.
 LA0586
 LA0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0586.GEOID18 height accuracy estimate available here.
 LA0586
 LA0586.Click photographs - Photos may exist for this station.
 LA0586
 LA0586.The dynamic height is computed by dividing the NAVD 88
 LA0586.geopotential number by the normal gravity value computed on the
 LA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0586.degrees latitude (g = 980.6199 gals.).
 LA0586
 LA0586.The modeled gravity was interpolated from observed gravity values.
 LA0586
 LA0586;                    North         East    Units  Estimated Accuracy
 LA0586;SPC IN E     -   632,983.      156,271.      MT  (+/- 10 meters HH2 GPS)
 LA0586
 LA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6847834898(NAD 83)
 LA0586
 LA0586                          SUPERSEDED SURVEY CONTROL
 LA0586
 LA0586  NGVD 29 (??/??/92)  255.144  (m)          837.08   (f) ADJ UNCH    2 0
 LA0586
 LA0586.Superseded values are not recommended for survey control.
 LA0586
 LA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0586.See file dsdata.pdf to determine how the superseded data were derived.
 LA0586
 LA0586_MARKER: DB = BENCH MARK DISK
 LA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0586_STAMPING: X 221 1947
 LA0586_MARK LOGO: CGS
 LA0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0586+STABILITY: SURFACE MOTION
 LA0586
 LA0586  HISTORY     - Date     Condition        Report By
 LA0586  HISTORY     - 1947     MONUMENTED       CGS
 LA0586  HISTORY     - 1968     GOOD             CGS
 LA0586
 LA0586                          STATION DESCRIPTION
 LA0586
 LA0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0586'0.4 MI W FROM HOAGLAND.
 LA0586'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING
 LA0586'OF THE PENN. R.R. AT HOAGLAND, AT A BLACKTOP ROAD CROSSING AND
 LA0586'THE ANTIOCH LUTHERAN CHURCH, 107 FT. WEST OF THE C/L OF THE
 LA0586'NORTH-SOUTH ROAD, 29.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 LA0586'THE BRICK CHURCH BLDG. 33 FT. SOUTH OF THE C/L OF THE
 LA0586'EAST-WEST ROAD, 8 FT. SOUTH OF A PWP. 59/637, 2 FT. SOUTH OF A
 LA0586'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LA0586'TOP OF A CONC. POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0732 ***********************************************************************
 LA0732  DESIGNATION -  X 222
 LA0732  PID         -  LA0732
 LA0732  STATE/COUNTY-  IN/ADAMS
 LA0732  COUNTRY     -  US
 LA0732  USGS QUAD   -  DIXON (2019)
 LA0732
 LA0732                         *CURRENT SURVEY CONTROL
 LA0732  ______________________________________________________________________
 LA0732* NAD 83(1986) POSITION- 40 53 28.25   (N) 084 51 42.25   (W)   HD_HELD1
 LA0732* NAVD 88 ORTHO HEIGHT -   252.278 (meters)      827.68  (feet) ADJUSTED
 LA0732  ______________________________________________________________________
 LA0732  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 LA0732  DYNAMIC HEIGHT  -        252.170 (meters)      827.33  (feet) COMP
 LA0732  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 LA0732
 LA0732  VERT ORDER      -  SECOND    CLASS 0
 LA0732
 LA0732.The horizontal coordinates were determined by differentially corrected
 LA0732.hand held GPS observations or other comparable positioning techniques
 LA0732.and have an estimated accuracy of +/- 3 meters.
 LA0732
 LA0732.The orthometric height was determined by differential leveling and
 LA0732.adjusted by the NATIONAL GEODETIC SURVEY
 LA0732.in June 1991.
 LA0732
 LA0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0732.GEOID18 height accuracy estimate available here.
 LA0732
 LA0732.Click photographs - Photos may exist for this station.
 LA0732
 LA0732.The dynamic height is computed by dividing the NAVD 88
 LA0732.geopotential number by the normal gravity value computed on the
 LA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0732.degrees latitude (g = 980.6199 gals.).
 LA0732
 LA0732.The modeled gravity was interpolated from observed gravity values.
 LA0732
 LA0732;                    North         East    Units  Estimated Accuracy
 LA0732;SPC IN E     -   626,785.8     167,832.3     MT  (+/- 3 meters HH1 GPS) 
 LA0732
 LA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8013228878(NAD 83)
 LA0732
 LA0732                          SUPERSEDED SURVEY CONTROL
 LA0732
 LA0732  NGVD 29 (??/??/92)  252.432  (m)          828.19   (f) ADJ UNCH    2 0
 LA0732
 LA0732.Superseded values are not recommended for survey control.
 LA0732
 LA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0732.See file dsdata.pdf to determine how the superseded data were derived.
 LA0732
 LA0732_MARKER: DB = BENCH MARK DISK
 LA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0732_STAMPING: X 222 1947
 LA0732_MARK LOGO: CGS
 LA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0732+STABILITY: SURFACE MOTION
 LA0732
 LA0732  HISTORY     - Date     Condition        Report By
 LA0732  HISTORY     - 1947     MONUMENTED       CGS
 LA0732
 LA0732                          STATION DESCRIPTION
 LA0732
 LA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0732'6 MI S FROM MONROEVILLE.
 LA0732'ABOUT 6.0 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0732'AT MONROEVILLE, AT A CROSS ROAD, 39 FEET WEST OF THE CENTER LINE
 LA0732'OF THE HIGHWAY, 93 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 LA0732'ROAD, 71 FEET SOUTH OF THE FENCE CORNER, 1 FOOT EAST OF A WHITE
 LA0732'WOODEN WITNESS POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0732'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0732'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0752 ***********************************************************************
 LA0752  DESIGNATION -  X 223
 LA0752  PID         -  LA0752
 LA0752  STATE/COUNTY-  IN/ADAMS
 LA0752  COUNTRY     -  US
 LA0752  USGS QUAD   -  PREBLE (2019)
 LA0752
 LA0752                         *CURRENT SURVEY CONTROL
 LA0752  ______________________________________________________________________
 LA0752* NAD 83(1986) POSITION- 40 49 58.     (N) 085 02 03.     (W)   SCALED
 LA0752* NAVD 88 ORTHO HEIGHT -   251.280 (meters)      824.41  (feet) ADJUSTED
 LA0752  ______________________________________________________________________
 LA0752  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 LA0752  DYNAMIC HEIGHT  -        251.167 (meters)      824.04  (feet) COMP
 LA0752  MODELED GRAVITY -    980,168.4   (mgal)                       NAVD 88
 LA0752
 LA0752  VERT ORDER      -  SECOND    CLASS 0
 LA0752
 LA0752.The horizontal coordinates were scaled from a map and have
 LA0752.an estimated accuracy of +/- 6 seconds.
 LA0752
 LA0752.The orthometric height was determined by differential leveling and
 LA0752.adjusted by the NATIONAL GEODETIC SURVEY
 LA0752.in June 1991.
 LA0752
 LA0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0752.GEOID18 height accuracy estimate available here.
 LA0752
 LA0752.Click photographs - Photos may exist for this station.
 LA0752
 LA0752.The dynamic height is computed by dividing the NAVD 88
 LA0752.geopotential number by the normal gravity value computed on the
 LA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0752.degrees latitude (g = 980.6199 gals.).
 LA0752
 LA0752.The modeled gravity was interpolated from observed gravity values.
 LA0752
 LA0752;                    North         East    Units  Estimated Accuracy
 LA0752;SPC IN E     -   620,180.      153,350.      MT  (+/- 180 meters Scaled)
 LA0752
 LA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL657220(NAD 83)
 LA0752
 LA0752                          SUPERSEDED SURVEY CONTROL
 LA0752
 LA0752  NGVD 29 (??/??/92)  251.426  (m)          824.89   (f) ADJ UNCH    2 0
 LA0752
 LA0752.Superseded values are not recommended for survey control.
 LA0752
 LA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0752.See file dsdata.pdf to determine how the superseded data were derived.
 LA0752
 LA0752_MARKER: DB = BENCH MARK DISK
 LA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0752_STAMPING: X 223 1947
 LA0752_MARK LOGO: CGS
 LA0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0752+STABILITY: SURFACE MOTION
 LA0752
 LA0752  HISTORY     - Date     Condition        Report By
 LA0752  HISTORY     - 1947     MONUMENTED       CGS
 LA0752
 LA0752                          STATION DESCRIPTION
 LA0752
 LA0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0752'1 MI W FROM PREBLE.
 LA0752'ABOUT 1.0 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0752'AT PREBLE, ABOUT 0.2 MILE EAST OF MILE POST M 102, AT A GRAVEL
 LA0752'ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LA0752'TRACK, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 33.5 FEET
 LA0752'NORTHWEST OF A TELEPHONE POLE, 3.8 FEET SOUTHEAST OF A FENCE
 LA0752'CORNER, 1.5 FEET SOUTH OF THE FENCE LINE, 2 FEET EAST OF A
 LA0752'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TRACK AND
 LA0752'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0738 ***********************************************************************
 LA0738  CBN         -  This is a Cooperative Base Network Control Station.
 LA0738  DESIGNATION -  X 224
 LA0738  PID         -  LA0738
 LA0738  STATE/COUNTY-  IN/ADAMS
 LA0738  COUNTRY     -  US
 LA0738  USGS QUAD   -  BERNE (2019)
 LA0738
 LA0738                         *CURRENT SURVEY CONTROL
 LA0738  ______________________________________________________________________
 LA0738* NAD 83(2011) POSITION- 40 44 44.98242(N) 084 53 41.94863(W)   ADJUSTED
 LA0738* NAD 83(2011) ELLIP HT-   214.957 (meters)        (09/21/23)   ADJUSTED
 LA0738* NAD 83(2011) EPOCH   -  2010.00
 LA0738* NAVD 88 ORTHO HEIGHT -   248.491 (meters)      815.26  (feet) ADJUSTED
 LA0738  ______________________________________________________________________
 LA0738  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 LA0738  NAD 83(2011) X  -    430,601.294 (meters)                     COMP
 LA0738  NAD 83(2011) Y  - -4,820,028.720 (meters)                     COMP
 LA0738  NAD 83(2011) Z  -  4,141,219.977 (meters)                     COMP
 LA0738  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 LA0738  DYNAMIC HEIGHT  -        248.378 (meters)      814.89  (feet) COMP
 LA0738  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 LA0738
 LA0738  VERT ORDER      -  SECOND    CLASS 0
 LA0738
 LA0738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0738  Standards:
 LA0738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0738  -------------------------------------------------------------------
 LA0738  NETWORK    0.59   1.06           0.26   0.22   0.54      0.07563719
 LA0738  -------------------------------------------------------------------
 LA0738  Click here for local accuracies and other accuracy information.
 LA0738
 LA0738.The horizontal coordinates were established by GPS observations
 LA0738.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 LA0738
 LA0738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0738.been affixed to the stable North American tectonic plate. See 
 LA0738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0738
 LA0738.The horizontal coordinates are valid at the epoch date displayed above
 LA0738.which is a decimal equivalence of Year/Month/Day.
 LA0738
 LA0738.The orthometric height was determined by differential leveling and
 LA0738.adjusted by the NATIONAL GEODETIC SURVEY
 LA0738.in June 1991.
 LA0738
 LA0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0738.GEOID18 height accuracy estimate available here.
 LA0738
 LA0738.Click photographs - Photos may exist for this station.
 LA0738
 LA0738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0738
 LA0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0738
 LA0738.The ellipsoidal height was determined by GPS observations
 LA0738.and is referenced to NAD 83.
 LA0738
 LA0738.The dynamic height is computed by dividing the NAVD 88
 LA0738.geopotential number by the normal gravity value computed on the
 LA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0738.degrees latitude (g = 980.6199 gals.).
 LA0738
 LA0738.The modeled gravity was interpolated from observed gravity values.
 LA0738
 LA0738. The following values were computed from the NAD 83(2011) position.
 LA0738
 LA0738;                    North         East     Units Scale Factor Converg.
 LA0738;SPC IN E     -   610,619.488   165,172.412   MT  1.00001893   +0 30 13.3
 LA0738;SPC IN E     - 2,003,340.77    541,903.16   sFT  1.00001893   +0 30 13.3
 LA0738;UTM  16      - 4,512,673.604   677,719.251   MT  0.99998877   +1 22 27.5
 LA0738
 LA0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0738!SPC IN E     -   0.99996628  x   1.00001893  =   0.99998521
 LA0738!UTM  16      -   0.99996628  x   0.99998877  =   0.99995505
 LA0738
 LA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7771912673(NAD 83)
 LA0738
 LA0738                          SUPERSEDED SURVEY CONTROL
 LA0738
 LA0738  NAD 83(2011)-  40 44 44.98156(N)    084 53 41.94969(W) AD(2010.00) 0
 LA0738  ELLIP H (06/27/12)  214.964  (m)                       GP(2010.00)    
 LA0738  NAD 83(2007)-  40 44 44.98167(N)    084 53 41.95055(W) AD(2002.00) 0
 LA0738  ELLIP H (02/10/07)  214.982  (m)                       GP(2002.00)    
 LA0738  ELLIP H (09/23/04)  214.970  (m)                       GP(       ) 4 1
 LA0738  NAD 83(1997)-  40 44 44.98164(N)    084 53 41.94978(W) AD(       ) B
 LA0738  ELLIP H (04/10/98)  215.015  (m)                       GP(       ) 4 1
 LA0738  NAVD 88             248.49   (m)          815.3    (f) LEVELING    3  
 LA0738  NGVD 29 (??/??/92)  248.644  (m)          815.76   (f) ADJ UNCH    2 0
 LA0738
 LA0738.Superseded values are not recommended for survey control.
 LA0738
 LA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0738.See file dsdata.pdf to determine how the superseded data were derived.
 LA0738
 LA0738_MARKER: DB = BENCH MARK DISK
 LA0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0738_STAMPING: X 224 1947
 LA0738_MARK LOGO: CGS
 LA0738_PROJECTION: FLUSH
 LA0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0738+STABILITY: SURFACE MOTION
 LA0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0738+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2018
 LA0738
 LA0738  HISTORY     - Date     Condition        Report By
 LA0738  HISTORY     - 1947     MONUMENTED       CGS
 LA0738  HISTORY     - 1983     GOOD             NGS
 LA0738  HISTORY     - 19970811 GOOD             SEC
 LA0738  HISTORY     - 19980726 GOOD             WOOLPT
 LA0738  HISTORY     - 2003     GOOD             INDOT
 LA0738  HISTORY     - 20030515 GOOD             INDOT
 LA0738  HISTORY     - 20050421 GOOD             INDOT
 LA0738  HISTORY     - 20180202 GOOD             INDOT
 LA0738
 LA0738                          STATION DESCRIPTION
 LA0738
 LA0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0738'2.4 MI E FROM MONROE.
 LA0738'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 124 FROM THE CROSSING
 LA0738'OF THE PENNSYLVANIA RAILROAD AT MONROE, ABOUT 0.2 MILE EAST OF
 LA0738'A CROSSROAD, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82
 LA0738'FEET WEST OF THE CENTER LINE OF THE DRIVE TO THE HENRY M. COOK
 LA0738'FARM, 68.5 FEET WEST OF A CHICKEN YARD FENCE, 2.3 FEET WEST OF A
 LA0738'HIGHWAY R/W MARKER, 1 FOOT SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF
 LA0738'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0738'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LA0738
 LA0738                          STATION RECOVERY (1983)
 LA0738
 LA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0738'RECOVERED IN GOOD CONDITION.
 LA0738
 LA0738                          STATION RECOVERY (1997)
 LA0738
 LA0738'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LA0738'STATION IS 6 MILES (9.7 KM) SOUTHEAST OF DECATUR AND 2.4 MILES (3.9
 LA0738'KM) EAST OF MONROE.  TO REACH THE STATION FROM THE INTERSECTION OF
 LA0738'U.S. HIGHWAY 27 AND STATE HIGHWAY 124, GO 3.1 MILES (5.0 KM) EAST
 LA0738'ALONG STATE HIGHWAY 124 TO STATION ON LEFT, IN THE RIGHT-OF-WAY OF
 LA0738'STATE HIGHWAY 124.  OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION,
 LA0738'100 N. SENATE AVENUE, ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS
 LA0738'IN 46204, HENRY ALDRIDGE, PHONE 317-232-6764.  THE STATION IS SET IN A
 LA0738'ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 36.09 METERS (118.41
 LA0738'FT) NORTHEAST OF A PK NAIL IN POWER POLE AD290-67, 32.37 METERS
 LA0738'(106.20 FT) NORTHWEST OF A PK NAIL IN POWER POLE AD290-68, 21.02
 LA0738'METERS (68.96 FT) WEST OF PK NAIL SET IN A SERVICE POLE, 18.3 METERS
 LA0738'(60.0 FT) SOUTHWEST OF A PK NAIL IN A SERVICE POLE WITH LIGHT AND 12.9
 LA0738'METERS (42.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 124.
 LA0738
 LA0738                          STATION RECOVERY (1998)
 LA0738
 LA0738'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (CWH)
 LA0738'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (CWH).
 LA0738
 LA0738                          STATION RECOVERY (2003)
 LA0738
 LA0738'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 LA0738'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL INFORMATION.
 LA0738'
 LA0738'THE STATION IS SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 80 FT
 LA0738'WEST OF THE  DRIVEWAY TO THE RESIDENCE OF MR MIKE COOK WHO REQUESTS
 LA0738'THAT VISITORS TO THE STATION  PARK IN HIS DRIVEWAY, NOT ON THE GRASS.
 LA0738'MR COOK REQUESTS ADVANCE NOTICE OF PLANS TO  OCCUPY THE STATION BY
 LA0738'TELEPHONE AT 260-692-6401.
 LA0738'
 LA0738'THE STATION IS IN THE WEST CORNER OF A TRIANGULAR SHAPED ROCK AND
 LA0738'FLOWER GARDEN  UNDER A LARGE ROCK, 66.3 FT WEST OF A NEW UTILITY POLE
 LA0738'NUMBER AD275-7 AND 26.6 FT WEST OF  A TELEPHONE PEDESTAL AT THE END OF
 LA0738'A FENCE.
 LA0738
 LA0738                          STATION RECOVERY (2003)
 LA0738
 LA0738'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 LA0738'THE STATION IS LOCATED ABOUT 6.8 MI NORTHEAST OF BERNE, 3 MI NORTHWEST
 LA0738'OF SALEM, 2.25 MI  EAST OF MONROE, IN WASHINGTON TOWNSHIP, ABOUT 1100
 LA0738'FT EAST OF THE SOUTHWEST CORNER  OF SECTION 36, T 27 N, R 14 E, ON
 LA0738'STATE ROAD RIGHT-OF-WAY.  OWNERSHIP-INDIANA DEPARTMENT  OF
 LA0738'TRANSPORTATION, 100 N. SENATE AVE, ROOM N642 IGCN, INDIANAPOLIS IN
 LA0738'46204, HENRY  ALDRIDGE, PHONE 317-232-6764.
 LA0738'
 LA0738'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 LA0738'STATE ROAD 124, GO  EAST FOR 3.1 MI ON STATE ROAD 124 TO THE STATION
 LA0738'ON THE LEFT.
 LA0738'
 LA0738'THE STATION IS SET IN THE TOP OF A 0.8 FT SQUARE CONCRETE POST FLUSH
 LA0738'WITH GROUND.   LOCATED 80 FT WEST OF A DRIVEWAY LEADING TO THE
 LA0738'RESIDENCE OF MIKE COOK, 118.41 FT  NORTHEAST FROM A PK NAIL IN POWER
 LA0738'POLE NUMBER AD290-67, 106.20 FT NORTHWEST FROM A PK  NAIL IN POWER
 LA0738'POLE AD290-68, 66.3 FT WEST FROM NEW POWER POLE AD275-7, 60.0 FT
 LA0738'SOUTHWEST  FROM A PK NAIL IN A LIGHT POLE, 26.6 FT WEST FROM A
 LA0738'TELEPHONE PEDESTAL AT THE END OF A  FENCE, 38.9 FT NORTH FROM THE
 LA0738'CENTERLINE CROWN OF STATE ROAD 124, IN THE WEST CORNER OF  A
 LA0738'TRIANGULAR SHAPED ROCK AND FLOWER GARDEN, AND UNDER A LARGE ROCK.
 LA0738'
 LA0738'NOTE--PROPERTY OWNER MIKE COOK REQUESTS ADVANCE NOTICE OF SURVEYING AT
 LA0738'THE STATION.   HE MAY BE REACHED AT TELEPHONE 260-692-6401.  MR. COOK
 LA0738'REQUESTS THAT VEHICLES PARK IN HIS  DRIVEWAY.  DO NOT PARK ON THE
 LA0738'GRASS.
 LA0738
 LA0738                          STATION RECOVERY (2005)
 LA0738
 LA0738'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2005 (CHA)
 LA0738'ADDENDUM TO 2003 NOTES CONCERNING THE ADJACENT PROPERTY OWNER--DUE TO
 LA0738'VEHICLE PARKING LIMITATIONS, THE ADJACENT PROPERTY OWNER, MIKE COOK,
 LA0738'REQUESTS THAT IF AT ALL POSSIBLE PLEASE MAKE USE OF THE FBN HARN
 LA0738'CONTROL POINT 'Y 224' PID LA0737 LOCATED APPROXIMATELY 1.2 MILES WEST
 LA0738'OF 'X 224' AT THE INTERSECTION OF CO.RD.100E AND S.R.124.  'Y 224' WAS
 LA0738'OBSERVED IN THE HARN OF 2003 FOR THIS PURPOSE AND HAS NO OBSRUCTIONS.
 LA0738
 LA0738                          STATION RECOVERY (2018)
 LA0738
 LA0738'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA0738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0638 ***********************************************************************
 LA0638  DESIGNATION -  X 225
 LA0638  PID         -  LA0638
 LA0638  STATE/COUNTY-  IN/ADAMS
 LA0638  COUNTRY     -  US
 LA0638  USGS QUAD   -  BERNE (2019)
 LA0638
 LA0638                         *CURRENT SURVEY CONTROL
 LA0638  ______________________________________________________________________
 LA0638* NAD 83(1986) POSITION- 40 38 30.     (N) 084 57 18.     (W)   SCALED
 LA0638* NAVD 88 ORTHO HEIGHT -   257.785 (meters)      845.75  (feet) ADJUSTED
 LA0638  ______________________________________________________________________
 LA0638  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 LA0638  DYNAMIC HEIGHT  -        257.664 (meters)      845.35  (feet) COMP
 LA0638  MODELED GRAVITY -    980,145.7   (mgal)                       NAVD 88
 LA0638
 LA0638  VERT ORDER      -  SECOND    CLASS 0
 LA0638
 LA0638.The horizontal coordinates were scaled from a map and have
 LA0638.an estimated accuracy of +/- 6 seconds.
 LA0638
 LA0638.The orthometric height was determined by differential leveling and
 LA0638.adjusted by the NATIONAL GEODETIC SURVEY
 LA0638.in June 1991.
 LA0638
 LA0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0638.GEOID18 height accuracy estimate available here.
 LA0638
 LA0638.Click photographs - Photos may exist for this station.
 LA0638
 LA0638.The dynamic height is computed by dividing the NAVD 88
 LA0638.geopotential number by the normal gravity value computed on the
 LA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0638.degrees latitude (g = 980.6199 gals.).
 LA0638
 LA0638.The modeled gravity was interpolated from observed gravity values.
 LA0638
 LA0638;                    North         East    Units  Estimated Accuracy
 LA0638;SPC IN E     -   599,010.      160,200.      MT  (+/- 180 meters Scaled)
 LA0638
 LA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729009(NAD 83)
 LA0638
 LA0638                          SUPERSEDED SURVEY CONTROL
 LA0638
 LA0638  NGVD 29 (??/??/92)  257.936  (m)          846.25   (f) ADJ UNCH    2 0
 LA0638
 LA0638.Superseded values are not recommended for survey control.
 LA0638
 LA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0638.See file dsdata.pdf to determine how the superseded data were derived.
 LA0638
 LA0638_MARKER: DB = BENCH MARK DISK
 LA0638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0638_SP_SET: CULVERT HEADWALL
 LA0638_STAMPING: X 225 1947
 LA0638_MARK LOGO: CGS
 LA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0638+STABILITY: SURFACE MOTION
 LA0638
 LA0638  HISTORY     - Date     Condition        Report By
 LA0638  HISTORY     - 1947     MONUMENTED       CGS
 LA0638
 LA0638                          STATION DESCRIPTION
 LA0638
 LA0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0638'1.1 MI S FROM BERNE.
 LA0638'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0638'WITH STATE HIGHWAY 118 AT BERNE, ABOUT 0.1 MILE SOUTH OF A CROSS
 LA0638'ROAD, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 LA0638'5-FOOT CONCRETE CULVERT, 18 FEET WEST OF AND ABOUT LEVEL WITH THE
 LA0638'CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0570 ***********************************************************************
 LA0570  DESIGNATION -  X 226
 LA0570  PID         -  LA0570
 LA0570  STATE/COUNTY-  IN/ADAMS
 LA0570  COUNTRY     -  US
 LA0570  USGS QUAD   -  BERNE (2019)
 LA0570
 LA0570                         *CURRENT SURVEY CONTROL
 LA0570  ______________________________________________________________________
 LA0570* NAD 83(1986) POSITION- 40 39 30.     (N) 084 53 51.     (W)   SCALED
 LA0570* NAVD 88 ORTHO HEIGHT -   253.279 (meters)      830.97  (feet) ADJUSTED
 LA0570  ______________________________________________________________________
 LA0570  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 LA0570  DYNAMIC HEIGHT  -        253.160 (meters)      830.58  (feet) COMP
 LA0570  MODELED GRAVITY -    980,149.7   (mgal)                       NAVD 88
 LA0570
 LA0570  VERT ORDER      -  SECOND    CLASS 0
 LA0570
 LA0570.The horizontal coordinates were scaled from a map and have
 LA0570.an estimated accuracy of +/- 6 seconds.
 LA0570
 LA0570.The orthometric height was determined by differential leveling and
 LA0570.adjusted by the NATIONAL GEODETIC SURVEY
 LA0570.in June 1991.
 LA0570
 LA0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0570.GEOID18 height accuracy estimate available here.
 LA0570
 LA0570.Click photographs - Photos may exist for this station.
 LA0570
 LA0570.The dynamic height is computed by dividing the NAVD 88
 LA0570.geopotential number by the normal gravity value computed on the
 LA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0570.degrees latitude (g = 980.6199 gals.).
 LA0570
 LA0570.The modeled gravity was interpolated from observed gravity values.
 LA0570
 LA0570;                    North         East    Units  Estimated Accuracy
 LA0570;SPC IN E     -   600,900.      165,050.      MT  (+/- 180 meters Scaled)
 LA0570
 LA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL777029(NAD 83)
 LA0570
 LA0570                          SUPERSEDED SURVEY CONTROL
 LA0570
 LA0570  NGVD 29 (??/??/92)  253.431  (m)          831.46   (f) ADJ UNCH    2 0
 LA0570
 LA0570.Superseded values are not recommended for survey control.
 LA0570
 LA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0570.See file dsdata.pdf to determine how the superseded data were derived.
 LA0570
 LA0570_MARKER: DB = BENCH MARK DISK
 LA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0570_STAMPING: X 226 1947
 LA0570_MARK LOGO: CGS
 LA0570_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0570+STABILITY: SURFACE MOTION
 LA0570
 LA0570  HISTORY     - Date     Condition        Report By
 LA0570  HISTORY     - 1947     MONUMENTED       CGS
 LA0570  HISTORY     - 1983     GOOD             NGS
 LA0570
 LA0570                          STATION DESCRIPTION
 LA0570
 LA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0570'2.8 MI E FROM BERNE.
 LA0570'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST
 LA0570'OFFICE AT BERNE, AT A JOGGED CROSS ROAD, 38 FEET SOUTH OF THE
 LA0570'CENTER LINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF
 LA0570'THE ROAD SOUTH, 17 FEET EAST OF A FENCE CORNER POST, 1.3 FEET
 LA0570'NORTH OF THE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0570'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0570'POST PROJECTING 4 INCHES.
 LA0570
 LA0570                          STATION RECOVERY (1983)
 LA0570
 LA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0570'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0530 ***********************************************************************
 LA0530  DESIGNATION -  X 227
 LA0530  PID         -  LA0530
 LA0530  STATE/COUNTY-  IN/JAY
 LA0530  COUNTRY     -  US
 LA0530  USGS QUAD   -  GENEVA (2019)
 LA0530
 LA0530                         *CURRENT SURVEY CONTROL
 LA0530  ______________________________________________________________________
 LA0530* NAD 83(1986) POSITION- 40 32 39.     (N) 084 59 51.     (W)   SCALED
 LA0530* NAVD 88 ORTHO HEIGHT -   258.580 (meters)      848.36  (feet) ADJUSTED
 LA0530  ______________________________________________________________________
 LA0530  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 LA0530  DYNAMIC HEIGHT  -        258.454 (meters)      847.94  (feet) COMP
 LA0530  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LA0530
 LA0530  VERT ORDER      -  SECOND    CLASS 0
 LA0530
 LA0530.The horizontal coordinates were scaled from a map and have
 LA0530.an estimated accuracy of +/- 6 seconds.
 LA0530
 LA0530.The orthometric height was determined by differential leveling and
 LA0530.adjusted by the NATIONAL GEODETIC SURVEY
 LA0530.in June 1991.
 LA0530
 LA0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0530.GEOID18 height accuracy estimate available here.
 LA0530
 LA0530.Click photographs - Photos may exist for this station.
 LA0530
 LA0530.The dynamic height is computed by dividing the NAVD 88
 LA0530.geopotential number by the normal gravity value computed on the
 LA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0530.degrees latitude (g = 980.6199 gals.).
 LA0530
 LA0530.The modeled gravity was interpolated from observed gravity values.
 LA0530
 LA0530;                    North         East    Units  Estimated Accuracy
 LA0530;SPC IN E     -   588,160.      156,690.      MT  (+/- 180 meters Scaled)
 LA0530
 LA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK695900(NAD 83)
 LA0530
 LA0530                          SUPERSEDED SURVEY CONTROL
 LA0530
 LA0530  NGVD 29 (??/??/92)  258.729  (m)          848.85   (f) ADJ UNCH    2 0
 LA0530
 LA0530.Superseded values are not recommended for survey control.
 LA0530
 LA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0530.See file dsdata.pdf to determine how the superseded data were derived.
 LA0530
 LA0530_MARKER: DB = BENCH MARK DISK
 LA0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0530_SP_SET: ABUTMENT
 LA0530_STAMPING: X 227 1947
 LA0530_MARK LOGO: CGS
 LA0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0530
 LA0530  HISTORY     - Date     Condition        Report By
 LA0530  HISTORY     - 1947     MONUMENTED       CGS
 LA0530
 LA0530                          STATION DESCRIPTION
 LA0530
 LA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0530'2.4 MI NW FROM BRYANT.
 LA0530'ABOUT 0.55 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0530'CHURCH AT BRYANT, THENCE ABOUT 1.8 MILES WEST ALONG STATE
 LA0530'HIGHWAY 18, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LA0530'CONCRETE ABUTMENT OF AN 80-FOOT STEEL BRIDGE OVER BEAR CREEK,
 LA0530'16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 LA0530'NORTHEAST OF THE STEEL BEAM AND 0.4 FOOT ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1178 ***********************************************************************
 JZ1178  DESIGNATION -  X 228
 JZ1178  PID         -  JZ1178
 JZ1178  STATE/COUNTY-  IN/WAYNE
 JZ1178  COUNTRY     -  US
 JZ1178  USGS QUAD   -  WHITEWATER (2019)
 JZ1178
 JZ1178                         *CURRENT SURVEY CONTROL
 JZ1178  ______________________________________________________________________
 JZ1178* NAD 83(1986) POSITION- 39 52 41.     (N) 084 49 17.     (W)   SCALED
 JZ1178* NAVD 88 ORTHO HEIGHT -   327.254 (meters)     1073.67  (feet) ADJUSTED
 JZ1178  ______________________________________________________________________
 JZ1178  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 JZ1178  DYNAMIC HEIGHT  -        327.063 (meters)     1073.04  (feet) COMP
 JZ1178  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 JZ1178
 JZ1178  VERT ORDER      -  SECOND    CLASS 0
 JZ1178
 JZ1178.The horizontal coordinates were scaled from a map and have
 JZ1178.an estimated accuracy of +/- 6 seconds.
 JZ1178
 JZ1178.The orthometric height was determined by differential leveling and
 JZ1178.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1178.in June 1991.
 JZ1178
 JZ1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1178.GEOID18 height accuracy estimate available here.
 JZ1178
 JZ1178.Click photographs - Photos may exist for this station.
 JZ1178
 JZ1178.The dynamic height is computed by dividing the NAVD 88
 JZ1178.geopotential number by the normal gravity value computed on the
 JZ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1178.degrees latitude (g = 980.6199 gals.).
 JZ1178
 JZ1178.The modeled gravity was interpolated from observed gravity values.
 JZ1178
 JZ1178;                    North         East    Units  Estimated Accuracy
 JZ1178;SPC IN E     -   514,320.      172,310.      MT  (+/- 180 meters Scaled)
 JZ1178
 JZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK863164(NAD 83)
 JZ1178
 JZ1178                          SUPERSEDED SURVEY CONTROL
 JZ1178
 JZ1178  NGVD 29 (??/??/92)  327.397  (m)         1074.14   (f) ADJ UNCH    2 0
 JZ1178
 JZ1178.Superseded values are not recommended for survey control.
 JZ1178
 JZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1178.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1178
 JZ1178_MARKER: DB = BENCH MARK DISK
 JZ1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1178_STAMPING: X 228 1947
 JZ1178_MARK LOGO: CGS
 JZ1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1178+STABILITY: SURFACE MOTION
 JZ1178
 JZ1178  HISTORY     - Date     Condition        Report By
 JZ1178  HISTORY     - 1947     MONUMENTED       CGS
 JZ1178
 JZ1178                          STATION DESCRIPTION
 JZ1178
 JZ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1178'1.3 MI SE FROM MIDDLEBORO.
 JZ1178'0.1 MILE SOUTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE OVER
 JZ1178'MIDDLE FORK AT MIDDLEBORO, THENCE ABOUT 1.2 MILES SOUTHEAST
 JZ1178'ALONG A GRAVEL ROAD, ABOUT 190 YARDS NORTHWEST OF THE TOP OF A
 JZ1178'GRADE, 30 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE WAY
 JZ1178'LEADING NORTHEAST TO A FARM, 18 FEET NORTHEAST OF THE CENTER
 JZ1178'LINE OF THE ROAD, 15 FEET NORTHWEST OF A POWER POLE, 20 FEET
 JZ1178'SOUTHEAST OF A 24-INCH ASH TREE, 2.5 FEET NORTHWEST OF A WHITE
 JZ1178'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1178'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0431 ***********************************************************************
 LA0431  DESIGNATION -  X 229
 LA0431  PID         -  LA0431
 LA0431  STATE/COUNTY-  IN/RANDOLPH
 LA0431  COUNTRY     -  US
 LA0431  USGS QUAD   -  LYNN (2019)
 LA0431
 LA0431                         *CURRENT SURVEY CONTROL
 LA0431  ______________________________________________________________________
 LA0431* NAD 83(1986) POSITION- 40 02 54.     (N) 084 56 02.     (W)   SCALED
 LA0431* NAVD 88 ORTHO HEIGHT -   356.619 (meters)     1170.01  (feet) ADJUSTED
 LA0431  ______________________________________________________________________
 LA0431  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LA0431  DYNAMIC HEIGHT  -        356.423 (meters)     1169.36  (feet) COMP
 LA0431  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 LA0431
 LA0431  VERT ORDER      -  SECOND    CLASS 0
 LA0431
 LA0431.The horizontal coordinates were scaled from a map and have
 LA0431.an estimated accuracy of +/- 6 seconds.
 LA0431
 LA0431.The orthometric height was determined by differential leveling and
 LA0431.adjusted by the NATIONAL GEODETIC SURVEY
 LA0431.in June 1991.
 LA0431
 LA0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0431.GEOID18 height accuracy estimate available here.
 LA0431
 LA0431.Click photographs - Photos may exist for this station.
 LA0431
 LA0431.The dynamic height is computed by dividing the NAVD 88
 LA0431.geopotential number by the normal gravity value computed on the
 LA0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0431.degrees latitude (g = 980.6199 gals.).
 LA0431
 LA0431.The modeled gravity was interpolated from observed gravity values.
 LA0431
 LA0431;                    North         East    Units  Estimated Accuracy
 LA0431;SPC IN E     -   533,140.      162,530.      MT  (+/- 180 meters Scaled)
 LA0431
 LA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK762351(NAD 83)
 LA0431
 LA0431                          SUPERSEDED SURVEY CONTROL
 LA0431
 LA0431  NGVD 29 (??/??/92)  356.758  (m)         1170.46   (f) ADJ UNCH    2 0
 LA0431
 LA0431.Superseded values are not recommended for survey control.
 LA0431
 LA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0431.See file dsdata.pdf to determine how the superseded data were derived.
 LA0431
 LA0431_MARKER: DB = BENCH MARK DISK
 LA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0431_STAMPING: X 229 1947
 LA0431_MARK LOGO: CGS
 LA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0431+STABILITY: SURFACE MOTION
 LA0431
 LA0431  HISTORY     - Date     Condition        Report By
 LA0431  HISTORY     - 1947     MONUMENTED       CGS
 LA0431
 LA0431                          STATION DESCRIPTION
 LA0431
 LA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0431'0.4 MI E FROM LYNN.
 LA0431'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION
 LA0431'WITH U.S. HIGHWAY 27 AT LYNN, AT THE CROSSING OF THE CLEVELAND,
 LA0431'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 45 FEET SOUTH OF THE
 LA0431'CENTER LINE OF THE HIGHWAY, 45.6 FEET SOUTHEAST OF THE SOUTHEAST
 LA0431'RAIL, 69 FEET SOUTHWEST OF A CONCRETE CORNER POST, 72.4 FEET
 LA0431'SOUTHWEST OF A LAND LINE POST, 17.5 FEET SOUTHEAST OF POLE 68/32,
 LA0431'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT
 LA0431'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0431'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0697 ***********************************************************************
 ME0697  DESIGNATION -  X 23
 ME0697  PID         -  ME0697
 ME0697  STATE/COUNTY-  IN/STARKE
 ME0697  COUNTRY     -  US
 ME0697  USGS QUAD   -  HAMLET (2019)
 ME0697
 ME0697                         *CURRENT SURVEY CONTROL
 ME0697  ______________________________________________________________________
 ME0697* NAD 83(1986) POSITION- 41 23 00.     (N) 086 34 43.     (W)   SCALED
 ME0697* NAVD 88 ORTHO HEIGHT -   212.789 (meters)      698.13  (feet) ADJUSTED
 ME0697  ______________________________________________________________________
 ME0697  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0697  DYNAMIC HEIGHT  -        212.703 (meters)      697.84  (feet) COMP
 ME0697  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 ME0697
 ME0697  VERT ORDER      -  FIRST     CLASS II
 ME0697
 ME0697.The horizontal coordinates were scaled from a map and have
 ME0697.an estimated accuracy of +/- 6 seconds.
 ME0697
 ME0697.The orthometric height was determined by differential leveling and
 ME0697.adjusted by the NATIONAL GEODETIC SURVEY
 ME0697.in June 1991.
 ME0697
 ME0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0697.GEOID18 height accuracy estimate available here.
 ME0697
 ME0697.Click photographs - Photos may exist for this station.
 ME0697
 ME0697.The dynamic height is computed by dividing the NAVD 88
 ME0697.geopotential number by the normal gravity value computed on the
 ME0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0697.degrees latitude (g = 980.6199 gals.).
 ME0697
 ME0697.The modeled gravity was interpolated from observed gravity values.
 ME0697
 ME0697;                    North         East    Units  Estimated Accuracy
 ME0697;SPC IN W     -   681,250.      942,220.      MT  (+/- 180 meters Scaled)
 ME0697
 ME0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL352813(NAD 83)
 ME0697
 ME0697                          SUPERSEDED SURVEY CONTROL
 ME0697
 ME0697  NGVD 29 (??/??/92)  212.890  (m)          698.46   (f) ADJ UNCH    1 2
 ME0697
 ME0697.Superseded values are not recommended for survey control.
 ME0697
 ME0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0697.See file dsdata.pdf to determine how the superseded data were derived.
 ME0697
 ME0697_MARKER: DB = BENCH MARK DISK
 ME0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0697_STAMPING: X 23 1934
 ME0697_MARK LOGO: CGS
 ME0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0697+STABILITY: SURFACE MOTION
 ME0697
 ME0697  HISTORY     - Date     Condition        Report By
 ME0697  HISTORY     - 1934     MONUMENTED       CGS
 ME0697  HISTORY     - 1946     GOOD             CGS
 ME0697  HISTORY     - 1958     MARK NOT FOUND   USGS
 ME0697
 ME0697                          STATION DESCRIPTION
 ME0697
 ME0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0697'AT HAMLET.
 ME0697'AT HAMLET, STARKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 ME0697'55 YARDS NORTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 ME0697'IN THE NORTHWEST ANGLE OF THE CROSSING OF U.S. HIGHWAY 30, 27
 ME0697'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET WEST OF THE
 ME0697'WEST RAIL, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 ME0697'A STANDARD DISK, STAMPED X 23 1934 AND SET IN THE TOP OF A
 ME0697'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- LEVELING
 ME0697'INDICATES SETTLEMENT OF ABOVE 3 1/2 CM.
 ME0697
 ME0697                          STATION RECOVERY (1958)
 ME0697
 ME0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1145 ***********************************************************************
 JZ1145  DESIGNATION -  X 230
 JZ1145  PID         -  JZ1145
 JZ1145  STATE/COUNTY-  IN/WAYNE
 JZ1145  COUNTRY     -  US
 JZ1145  USGS QUAD   -  RICHMOND (2019)
 JZ1145
 JZ1145                         *CURRENT SURVEY CONTROL
 JZ1145  ______________________________________________________________________
 JZ1145* NAD 83(1986) POSITION- 39 52 02.     (N) 084 58 37.     (W)   SCALED
 JZ1145* NAVD 88 ORTHO HEIGHT -   309.564 (meters)     1015.63  (feet) ADJUSTED
 JZ1145  ______________________________________________________________________
 JZ1145  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 JZ1145  DYNAMIC HEIGHT  -        309.386 (meters)     1015.04  (feet) COMP
 JZ1145  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 JZ1145
 JZ1145  VERT ORDER      -  SECOND    CLASS 0
 JZ1145
 JZ1145.The horizontal coordinates were scaled from a map and have
 JZ1145.an estimated accuracy of +/- 6 seconds.
 JZ1145
 JZ1145.The orthometric height was determined by differential leveling and
 JZ1145.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1145.in June 1991.
 JZ1145
 JZ1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1145.GEOID18 height accuracy estimate available here.
 JZ1145
 JZ1145.Click photographs - Photos may exist for this station.
 JZ1145
 JZ1145.The dynamic height is computed by dividing the NAVD 88
 JZ1145.geopotential number by the normal gravity value computed on the
 JZ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1145.degrees latitude (g = 980.6199 gals.).
 JZ1145
 JZ1145.The modeled gravity was interpolated from observed gravity values.
 JZ1145
 JZ1145;                    North         East    Units  Estimated Accuracy
 JZ1145;SPC IN E     -   513,000.      159,010.      MT  (+/- 180 meters Scaled)
 JZ1145
 JZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK730149(NAD 83)
 JZ1145
 JZ1145                          SUPERSEDED SURVEY CONTROL
 JZ1145
 JZ1145  NGVD 29 (??/??/92)  309.706  (m)         1016.09   (f) ADJ UNCH    2 0
 JZ1145
 JZ1145.Superseded values are not recommended for survey control.
 JZ1145
 JZ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1145.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1145
 JZ1145_MARKER: DB = BENCH MARK DISK
 JZ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1145_STAMPING: X 230 1947
 JZ1145_MARK LOGO: CGS
 JZ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1145+STABILITY: SURFACE MOTION
 JZ1145
 JZ1145  HISTORY     - Date     Condition        Report By
 JZ1145  HISTORY     - 1947     MONUMENTED       CGS
 JZ1145  HISTORY     - 1969     GOOD             CGS
 JZ1145
 JZ1145                          STATION DESCRIPTION
 JZ1145
 JZ1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1145'5.2 MI NW FROM RICHMOND.
 JZ1145'5.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1145'STATION AT RICHMOND, AT A GRAVEL ROAD CROSSING, ABOUT 0.2 MILE
 JZ1145'SOUTHEAST OF THE BRIDGE NO. 79-91 OVER NOLANDS FORK, 26 FEET
 JZ1145'SOUTHWEST OF THE SOUTHWEST RAIL, 29 FEET SOUTHEAST OF THE CENTER
 JZ1145'LINE OF THE CROSSING, 3 FEET EAST OF A FENCE CORNER POST, 13 FEET
 JZ1145'SOUTHEAST OF THE CROSSING WARNING SIGN, 2 FEET EAST OF A WHITE
 JZ1145'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 JZ1145'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1145
 JZ1145                          STATION RECOVERY (1969)
 JZ1145
 JZ1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JZ1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0303 ***********************************************************************
 LA0303  DESIGNATION -  X 231
 LA0303  PID         -  LA0303
 LA0303  STATE/COUNTY-  IN/JAY
 LA0303  COUNTRY     -  US
 LA0303  USGS QUAD   -  DEERFIELD (2019)
 LA0303
 LA0303                         *CURRENT SURVEY CONTROL
 LA0303  ______________________________________________________________________
 LA0303* NAD 83(1986) POSITION- 40 18 34.     (N) 084 54 23.     (W)   SCALED
 LA0303* NAVD 88 ORTHO HEIGHT -   316.483 (meters)     1038.33  (feet) ADJUSTED
 LA0303  ______________________________________________________________________
 LA0303  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 LA0303  DYNAMIC HEIGHT  -        316.322 (meters)     1037.80  (feet) COMP
 LA0303  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 LA0303
 LA0303  VERT ORDER      -  SECOND    CLASS 0
 LA0303
 LA0303.The horizontal coordinates were scaled from a map and have
 LA0303.an estimated accuracy of +/- 6 seconds.
 LA0303
 LA0303.The orthometric height was determined by differential leveling and
 LA0303.adjusted by the NATIONAL GEODETIC SURVEY
 LA0303.in June 1991.
 LA0303
 LA0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0303.GEOID18 height accuracy estimate available here.
 LA0303
 LA0303.Click photographs - Photos may exist for this station.
 LA0303
 LA0303.The dynamic height is computed by dividing the NAVD 88
 LA0303.geopotential number by the normal gravity value computed on the
 LA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0303.degrees latitude (g = 980.6199 gals.).
 LA0303
 LA0303.The modeled gravity was interpolated from observed gravity values.
 LA0303
 LA0303;                    North         East    Units  Estimated Accuracy
 LA0303;SPC IN E     -   562,150.      164,630.      MT  (+/- 180 meters Scaled)
 LA0303
 LA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK779642(NAD 83)
 LA0303
 LA0303                          SUPERSEDED SURVEY CONTROL
 LA0303
 LA0303  NGVD 29 (??/??/92)  316.633  (m)         1038.82   (f) ADJ UNCH    2 0
 LA0303
 LA0303.Superseded values are not recommended for survey control.
 LA0303
 LA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0303.See file dsdata.pdf to determine how the superseded data were derived.
 LA0303
 LA0303_MARKER: DB = BENCH MARK DISK
 LA0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0303_STAMPING: X 231 1947
 LA0303_MARK LOGO: CGS
 LA0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0303+STABILITY: SURFACE MOTION
 LA0303
 LA0303  HISTORY     - Date     Condition        Report By
 LA0303  HISTORY     - 1947     MONUMENTED       CGS
 LA0303
 LA0303                          STATION DESCRIPTION
 LA0303
 LA0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0303'0.6 MI W FROM NEW PITTSBURG.
 LA0303'ABOUT 0.6 MILE WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0303'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, ON THE NORTH
 LA0303'SIDE OF THE ROAD AT A YELLOW FARM HOUSE, 130 FEET SOUTHWEST
 LA0303'OF THE SOUTHWEST CORNER OF THE HOUSE, 58 FEET SOUTHEAST OF THE
 LA0303'SOUTHEAST CORNER OF A RED BARN, 43 FEET WEST OF A POWER POLE, 19
 LA0303'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 LA0303'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0303'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0303'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0352 ***********************************************************************
 LA0352  DESIGNATION -  X 232
 LA0352  PID         -  LA0352
 LA0352  STATE/COUNTY-  IN/JAY
 LA0352  COUNTRY     -  US
 LA0352  USGS QUAD   -  DEERFIELD (2019)
 LA0352
 LA0352                         *CURRENT SURVEY CONTROL
 LA0352  ______________________________________________________________________
 LA0352* NAD 83(1986) POSITION- 40 20 22.     (N) 084 54 03.     (W)   SCALED
 LA0352* NAVD 88 ORTHO HEIGHT -   313.226 (meters)     1027.64  (feet) ADJUSTED
 LA0352  ______________________________________________________________________
 LA0352  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 LA0352  DYNAMIC HEIGHT  -        313.068 (meters)     1027.12  (feet) COMP
 LA0352  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 LA0352
 LA0352  VERT ORDER      -  SECOND    CLASS 0
 LA0352
 LA0352.The horizontal coordinates were scaled from a map and have
 LA0352.an estimated accuracy of +/- 6 seconds.
 LA0352
 LA0352.The orthometric height was determined by differential leveling and
 LA0352.adjusted by the NATIONAL GEODETIC SURVEY
 LA0352.in June 1991.
 LA0352
 LA0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0352.GEOID18 height accuracy estimate available here.
 LA0352
 LA0352.Click photographs - Photos may exist for this station.
 LA0352
 LA0352.The dynamic height is computed by dividing the NAVD 88
 LA0352.geopotential number by the normal gravity value computed on the
 LA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0352.degrees latitude (g = 980.6199 gals.).
 LA0352
 LA0352.The modeled gravity was interpolated from observed gravity values.
 LA0352
 LA0352;                    North         East    Units  Estimated Accuracy
 LA0352;SPC IN E     -   565,490.      165,070.      MT  (+/- 180 meters Scaled)
 LA0352
 LA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK783675(NAD 83)
 LA0352
 LA0352                          SUPERSEDED SURVEY CONTROL
 LA0352
 LA0352  NGVD 29 (??/??/92)  313.375  (m)         1028.13   (f) ADJ UNCH    2 0
 LA0352
 LA0352.Superseded values are not recommended for survey control.
 LA0352
 LA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0352.See file dsdata.pdf to determine how the superseded data were derived.
 LA0352
 LA0352_MARKER: DB = BENCH MARK DISK
 LA0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0352_SP_SET: ABUTMENT
 LA0352_STAMPING: X 232 1947
 LA0352_MARK LOGO: CGS
 LA0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0352
 LA0352  HISTORY     - Date     Condition        Report By
 LA0352  HISTORY     - 1947     MONUMENTED       CGS
 LA0352
 LA0352                          STATION DESCRIPTION
 LA0352
 LA0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0352'2.4 MI N FROM NEW PITTSBURG.
 LA0352'ABOUT 0.25 MILE WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0352'THE GERMAN REFORM CHURCH AT NEW PITTSBURG, THENCE ABOUT 2.1 MILES
 LA0352'NORTH ALONG A GRAVEL ROAD, ABOUT 100 YARDS NORTH OF A GRAVEL CROSS
 LA0352'ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 LA0352'OF A 10-FOOT CONCRETE BRIDGE OVER A DITCH, 15 FEET WEST OF THE
 LA0352'CENTER LINE OF THE ROAD, 1.5 FEET EAST OF THE WEST END OF THE
 LA0352'ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2378 ***********************************************************************
 JZ2378  DESIGNATION -  X 234
 JZ2378  PID         -  JZ2378
 JZ2378  STATE/COUNTY-  IN/MADISON
 JZ2378  COUNTRY     -  US
 JZ2378  USGS QUAD   -  PENDLETON (2019)
 JZ2378
 JZ2378                         *CURRENT SURVEY CONTROL
 JZ2378  ______________________________________________________________________
 JZ2378* NAD 83(1986) POSITION- 39 59 42.     (N) 085 44 18.     (W)   SCALED
 JZ2378* NAVD 88 ORTHO HEIGHT -   266.748 (meters)      875.16  (feet) ADJUSTED
 JZ2378  ______________________________________________________________________
 JZ2378  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JZ2378  DYNAMIC HEIGHT  -        266.601 (meters)      874.67  (feet) COMP
 JZ2378  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 JZ2378
 JZ2378  VERT ORDER      -  FIRST     CLASS II
 JZ2378
 JZ2378.The horizontal coordinates were scaled from a map and have
 JZ2378.an estimated accuracy of +/- 6 seconds.
 JZ2378
 JZ2378.The orthometric height was determined by differential leveling and
 JZ2378.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2378.in June 1991.
 JZ2378
 JZ2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2378.GEOID18 height accuracy estimate available here.
 JZ2378
 JZ2378.Click photographs - Photos may exist for this station.
 JZ2378
 JZ2378.The dynamic height is computed by dividing the NAVD 88
 JZ2378.geopotential number by the normal gravity value computed on the
 JZ2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2378.degrees latitude (g = 980.6199 gals.).
 JZ2378
 JZ2378.The modeled gravity was interpolated from observed gravity values.
 JZ2378
 JZ2378;                    North         East    Units  Estimated Accuracy
 JZ2378;SPC IN E     -   526,970.       93,880.      MT  (+/- 180 meters Scaled)
 JZ2378
 JZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK077279(NAD 83)
 JZ2378
 JZ2378                          SUPERSEDED SURVEY CONTROL
 JZ2378
 JZ2378  NGVD 29 (??/??/92)  266.881  (m)          875.59   (f) ADJ UNCH    1 2
 JZ2378
 JZ2378.Superseded values are not recommended for survey control.
 JZ2378
 JZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2378.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2378
 JZ2378_MARKER: DB = BENCH MARK DISK
 JZ2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2378_STAMPING: X 234 1947
 JZ2378_MARK LOGO: CGS
 JZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2378+STABILITY: SURFACE MOTION
 JZ2378
 JZ2378  HISTORY     - Date     Condition        Report By
 JZ2378  HISTORY     - 1947     MONUMENTED       CGS
 JZ2378  HISTORY     - 20020909 MARK NOT FOUND   USPSQD
 JZ2378
 JZ2378                          STATION DESCRIPTION
 JZ2378
 JZ2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2378'0.5 MI SW FROM PENDLETON.
 JZ2378'ABOUT 0.5 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ2378'THE STATION AT PENDLETON, 58 FEET SOUTHEAST AND ACROSS THE TRACK
 JZ2378'FROM MILE POST 256, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 JZ2378'OF THE TRACK, 8 FEET NORTHEAST OF POLE NO. 255/53, 29.5 FEET
 JZ2378'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF STATE HIGHWAYS
 JZ2378'67 AND 9, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2378'6 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ2378'PROJECTING 6 INCHES.
 JZ2378
 JZ2378                          STATION RECOVERY (2002)
 JZ2378
 JZ2378'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2378'THE UPPER PORTION OF CONCRETE POST MISSING. THE MARK MAY BE DESTROYED.
 JZ2378'NO WITNESS POST FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0278 ***********************************************************************
 KA0278  DESIGNATION -  X 235
 KA0278  PID         -  KA0278
 KA0278  STATE/COUNTY-  IN/MARION
 KA0278  COUNTRY     -  US
 KA0278  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0278
 KA0278                         *CURRENT SURVEY CONTROL
 KA0278  ______________________________________________________________________
 KA0278* NAD 83(1986) POSITION- 39 46 39.     (N) 086 08 25.     (W)   SCALED
 KA0278* NAVD 88 ORTHO HEIGHT -   219.971 (meters)      721.69  (feet) ADJUSTED
 KA0278  ______________________________________________________________________
 KA0278  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 KA0278  DYNAMIC HEIGHT  -        219.849 (meters)      721.29  (feet) COMP
 KA0278  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 KA0278
 KA0278  VERT ORDER      -  FIRST     CLASS II
 KA0278
 KA0278.The horizontal coordinates were scaled from a map and have
 KA0278.an estimated accuracy of +/- 6 seconds.
 KA0278
 KA0278.The orthometric height was determined by differential leveling and
 KA0278.adjusted by the NATIONAL GEODETIC SURVEY
 KA0278.in June 1991.
 KA0278
 KA0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0278.GEOID18 height accuracy estimate available here.
 KA0278
 KA0278.Click photographs - Photos may exist for this station.
 KA0278
 KA0278.The dynamic height is computed by dividing the NAVD 88
 KA0278.geopotential number by the normal gravity value computed on the
 KA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0278.degrees latitude (g = 980.6199 gals.).
 KA0278
 KA0278.The modeled gravity was interpolated from observed gravity values.
 KA0278
 KA0278;                    North         East    Units  Estimated Accuracy
 KA0278;SPC IN E     -   502,920.       59,430.      MT  (+/- 180 meters Scaled)
 KA0278
 KA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736034(NAD 83)
 KA0278
 KA0278                          SUPERSEDED SURVEY CONTROL
 KA0278
 KA0278  NGVD 29 (??/??/92)  220.110  (m)          722.14   (f) ADJ UNCH    1 2
 KA0278
 KA0278.Superseded values are not recommended for survey control.
 KA0278
 KA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0278.See file dsdata.pdf to determine how the superseded data were derived.
 KA0278
 KA0278_MARKER: DB = BENCH MARK DISK
 KA0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0278_STAMPING: X 235 1947
 KA0278_MARK LOGO: CGS
 KA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0278+STABILITY: SURFACE MOTION
 KA0278
 KA0278  HISTORY     - Date     Condition        Report By
 KA0278  HISTORY     - 1947     MONUMENTED       CGS
 KA0278  HISTORY     - 20211103 MARK NOT FOUND   IN-097
 KA0278
 KA0278                          STATION DESCRIPTION
 KA0278
 KA0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0278'AT INDIANAPOLIS.
 KA0278'AT INDIANAPOLIS, ABOUT 1.8 MILES NORTH ALONG THE NEW YORK CENTRAL
 KA0278'RAILROAD FROM THE UNION STATION, AT THE GRADE CROSSING OF EAST
 KA0278'ST. CLAIR STREET, 37.5 FEET WEST OF THE WEST RAIL OF THE MAIN
 KA0278'TRACK, 42 FEET SOUTH OF THE CENTER LINE OF EAST ST. CLAIR STREET,
 KA0278'5 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 20 FEET SOUTH OF A
 KA0278'SWITCH STAND AT A SIDING SWITCH, 1.5 FEET SOUTH OF A WHITE
 KA0278'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 KA0278'OF A CONCRETE POST PROJECTING 5 INCHES.
 KA0278
 KA0278                          STATION RECOVERY (2021)
 KA0278
 KA0278'RECOVERY NOTE BY MARION COUNTY INDIANA 2021 (JF)
 KA0278'PULLED DISTANCES TO TIES THAT WERE LEFT AND DID NOT FIND MARK.
 KA0278'MISSING REPORT BY JOSHUA FARRIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2462 ***********************************************************************
 JZ2462  DESIGNATION -  X 237
 JZ2462  PID         -  JZ2462
 JZ2462  STATE/COUNTY-  IN/MARION
 JZ2462  COUNTRY     -  US
 JZ2462  USGS QUAD   -  CUMBERLAND (2019)
 JZ2462
 JZ2462                         *CURRENT SURVEY CONTROL
 JZ2462  ______________________________________________________________________
 JZ2462* NAD 83(2011) POSITION- 39 50 29.03136(N) 085 57 12.95781(W)   NO CHECK
 JZ2462* NAD 83(2011) ELLIP HT-   223.422 (meters)        (06/27/12)   NO CHECK
 JZ2462* NAD 83(2011) EPOCH   -  2010.00
 JZ2462* NAVD 88 ORTHO HEIGHT -   257.329 (meters)      844.25  (feet) ADJUSTED
 JZ2462  ______________________________________________________________________
 JZ2462  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 JZ2462  NAD 83(2011) X  -    346,060.136 (meters)                     COMP
 JZ2462  NAD 83(2011) Y  - -4,891,955.042 (meters)                     COMP
 JZ2462  NAD 83(2011) Z  -  4,064,622.928 (meters)                     COMP
 JZ2462  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 JZ2462  DYNAMIC HEIGHT  -        257.183 (meters)      843.77  (feet) COMP
 JZ2462  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 JZ2462
 JZ2462  VERT ORDER      -  SECOND    CLASS 0
 JZ2462
 JZ2462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2462  Standards:
 JZ2462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2462  -------------------------------------------------------------------
 JZ2462  NETWORK    0.57   1.61           0.27   0.18   0.82     -0.01147960
 JZ2462  -------------------------------------------------------------------
 JZ2462  Click here for local accuracies and other accuracy information.
 JZ2462
 JZ2462.The horizontal coordinates were established by GPS observations
 JZ2462.and adjusted by the National Geodetic Survey in June 2012.
 JZ2462
 JZ2462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2462.been affixed to the stable North American tectonic plate. See 
 JZ2462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2462
 JZ2462.The horizontal coordinates are valid at the epoch date displayed above
 JZ2462.which is a decimal equivalence of Year/Month/Day.
 JZ2462
 JZ2462.No horizontal observational check was made to the station.
 JZ2462
 JZ2462.The orthometric height was determined by differential leveling and
 JZ2462.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2462.in June 1991.
 JZ2462
 JZ2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2462.GEOID18 height accuracy estimate available here.
 JZ2462
 JZ2462.Click photographs - Photos may exist for this station.
 JZ2462
 JZ2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2462
 JZ2462.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2462
 JZ2462.The ellipsoidal height was determined by GPS observations
 JZ2462.and is referenced to NAD 83.
 JZ2462
 JZ2462.The dynamic height is computed by dividing the NAVD 88
 JZ2462.geopotential number by the normal gravity value computed on the
 JZ2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2462.degrees latitude (g = 980.6199 gals.).
 JZ2462
 JZ2462.The modeled gravity was interpolated from observed gravity values.
 JZ2462
 JZ2462. The following values were computed from the NAD 83(2011) position.
 JZ2462
 JZ2462;                    North         East     Units Scale Factor Converg.
 JZ2462;SPC IN E     -   509,947.502    75,441.914   MT  0.99997409   -0 11 01.8
 JZ2462;SPC IN E     - 1,673,052.76    247,512.35   sFT  0.99997409   -0 11 01.8
 JZ2462;UTM  16      - 4,410,677.938   589,527.651   MT  0.99969867   +0 40 13.6
 JZ2462
 JZ2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2462!SPC IN E     -   0.99996495  x   0.99997409  =   0.99993904
 JZ2462!UTM  16      -   0.99996495  x   0.99969867  =   0.99966363
 JZ2462
 JZ2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8952710677(NAD 83)
 JZ2462
 JZ2462                          SUPERSEDED SURVEY CONTROL
 JZ2462
 JZ2462  NAD 83(2007)-  39 50 29.03147(N)    085 57 12.95868(W) AD(2002.00) 1
 JZ2462  ELLIP H (10/27/10)  223.436  (m)                       GP(2002.00) 1 1
 JZ2462  NAVD 88             257.33   (m)          844.3    (f) LEVELING    3  
 JZ2462  NGVD 29 (??/??/92)  257.456  (m)          844.67   (f) ADJ UNCH    2 0
 JZ2462
 JZ2462.Superseded values are not recommended for survey control.
 JZ2462
 JZ2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2462.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2462
 JZ2462_MARKER: DB = BENCH MARK DISK
 JZ2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2462_STAMPING: X 237 1947
 JZ2462_MARK LOGO: CGS
 JZ2462_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ2462_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2462+STABILITY: SURFACE MOTION
 JZ2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2462+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 JZ2462
 JZ2462  HISTORY     - Date     Condition        Report By
 JZ2462  HISTORY     - 1947     MONUMENTED       CGS
 JZ2462  HISTORY     - 1973     GOOD             NGS
 JZ2462  HISTORY     - 1976     GOOD             LOCSUR
 JZ2462  HISTORY     - 19880730 GOOD             LOCENG
 JZ2462  HISTORY     - 20090526 GOOD             WOOLPT
 JZ2462
 JZ2462                          STATION DESCRIPTION
 JZ2462
 JZ2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2462'2.4 MI S FROM OAKLANDON.
 JZ2462'ABOUT 2.35 MILES SOUTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM
 JZ2462'THE SCHOOL BUILDING AT OAKLANDON, IN THE SOUTHWEST QUARTER OF THE
 JZ2462'JUNCTION WITH A ROAD LEADING WEST, AT THE NORTHEAST CORNER OF A
 JZ2462'CULTIVATED FIELD, 22.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ2462'SIDE ROAD, 32 FEET WEST OF THE CENTER LINE OF THE COUNTY-LINE
 JZ2462'ROAD, 11.5 FEET EAST OF POWER POLE NUMBER 32-381F, 17 FEET
 JZ2462'NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE
 JZ2462'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ2462'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2462
 JZ2462                          STATION RECOVERY (1973)
 JZ2462
 JZ2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2462'RECOVERED IN GOOD CONDITION.
 JZ2462
 JZ2462                          STATION RECOVERY (1976)
 JZ2462
 JZ2462'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2462'RECOVERED IN GOOD CONDITION.
 JZ2462
 JZ2462                          STATION RECOVERY (1988)
 JZ2462
 JZ2462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2462'RECOVERED IN GOOD CONDITION.  ADD-SCHOOL BUILDING AT OAKLANDON IS NO
 JZ2462'LONGER A SCHOOL, MARK IS 12 FEET (3.7 M) EAST OF A TELEPHONE POLE.
 JZ2462
 JZ2462                          STATION RECOVERY (2009)
 JZ2462
 JZ2462'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (BJM)
 JZ2462'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-NORTHWEST OF
 JZ2462'GREENFIELD, 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF FISHERS AND 4.5 MI
 JZ2462'(7.2 KM) NORTH OF CUMBERLAND.  IN THE SOUTHWEST QUADRANT OF THE
 JZ2462'JUNCTION OF 46TH STREET WITH COUNTY LINE ROAD.
 JZ2462'
 JZ2462'TO REACH FROM THE CENTER OF INTERCHANGE OF US HIGHWAY 421 BRIDGE OVER
 JZ2462'US HIGHWAY 36 (PENDLETON PIKE), IN THE CITY OF LAWRENCE, GO NORTHEAST
 JZ2462'ON HIGHWAY 36 TO THE JUNCTION OF HIGHWAY 36 WITH 46TH STREET, VEER
 JZ2462'RIGHT AND GO EAST 3.4 MI (5.5 KM) ON 46TH STREET TO COUNTY LINE ROAD
 JZ2462'AND THE STATION.  THE STATION IS A STANDARD COAST AND GEODETIC SURVEY
 JZ2462'BENCH MARK DISK STAMPED --X 237 1947-- SET INTO THE TOP OF 9.5-INCH
 JZ2462'(24 CM) BY 9.5-INCH (24 CM) SQUARE CONCRETE POST, PROJECTING 4 INCHES
 JZ2462'(10 CM) ABOVE GROUND AND ABOUT 0.5 FT (0.2 M) BLOW THE LEVEL OF COUNTY
 JZ2462'LINE ROAD.
 JZ2462'
 JZ2462'THE STATION IS 31.5 FT (9.6 M) WEST OF THE CENTERLINE OF COUNTY LINE
 JZ2462'ROAD, 26.1 FT (8.0 M) SOUTH OF THE CENTERLINE OF 46TH STREET, 30.8 FT
 JZ2462'(9.4 M) NORTH OF THE END OF A CHAIN-LINK-FENCE AND 0.7 FT (0.2 M) EAST
 JZ2462'OF A STEEL WITNESS POST.
 JZ2462'
 JZ2462'NOTE-THE NORTHEAST CORNER OF MONUMENT HAS BEEN DAMAGED, THE INTEGRITY
 JZ2462'OF THE MONUMENTS STABILITY IS STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2566 ***********************************************************************
 JZ2566  DESIGNATION -  X 238
 JZ2566  PID         -  JZ2566
 JZ2566  STATE/COUNTY-  IN/SHELBY
 JZ2566  COUNTRY     -  US
 JZ2566  USGS QUAD   -  ACTON (2019)
 JZ2566
 JZ2566                         *CURRENT SURVEY CONTROL
 JZ2566  ______________________________________________________________________
 JZ2566* NAD 83(2011) POSITION- 39 39 40.03305(N) 085 55 11.06570(W)   NO CHECK
 JZ2566* NAD 83(2011) ELLIP HT-   205.596 (meters)        (08/13/13)   NO CHECK
 JZ2566* NAD 83(2011) EPOCH   -  2010.00
 JZ2566* NAVD 88 ORTHO HEIGHT -   239.331 (meters)      785.21  (feet) ADJUSTED
 JZ2566  ______________________________________________________________________
 JZ2566  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 JZ2566  NAD 83(2011) X  -    349,860.759 (meters)                     COMP
 JZ2566  NAD 83(2011) Y  - -4,904,503.450 (meters)                     COMP
 JZ2566  NAD 83(2011) Z  -  4,049,222.034 (meters)                     COMP
 JZ2566  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 JZ2566  DYNAMIC HEIGHT  -        239.194 (meters)      784.76  (feet) COMP
 JZ2566  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 JZ2566
 JZ2566  VERT ORDER      -  SECOND    CLASS 0
 JZ2566
 JZ2566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ2566  Standards:
 JZ2566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ2566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ2566  -------------------------------------------------------------------
 JZ2566  NETWORK    0.58   3.16           0.23   0.24   1.61      0.06679843
 JZ2566  -------------------------------------------------------------------
 JZ2566  Click here for local accuracies and other accuracy information.
 JZ2566
 JZ2566.The horizontal coordinates were established by GPS observations
 JZ2566.and adjusted by the WOOLPERT CONSULTANTS in August 2013.
 JZ2566
 JZ2566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ2566.been affixed to the stable North American tectonic plate. See 
 JZ2566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ2566
 JZ2566.The horizontal coordinates are valid at the epoch date displayed above
 JZ2566.which is a decimal equivalence of Year/Month/Day.
 JZ2566
 JZ2566.No horizontal observational check was made to the station.
 JZ2566
 JZ2566.The orthometric height was determined by differential leveling and
 JZ2566.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2566.in June 1991.
 JZ2566
 JZ2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2566.GEOID18 height accuracy estimate available here.
 JZ2566
 JZ2566.Click photographs - Photos may exist for this station.
 JZ2566
 JZ2566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2566
 JZ2566.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2566
 JZ2566.The ellipsoidal height was determined by GPS observations
 JZ2566.and is referenced to NAD 83.
 JZ2566
 JZ2566.The dynamic height is computed by dividing the NAVD 88
 JZ2566.geopotential number by the normal gravity value computed on the
 JZ2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2566.degrees latitude (g = 980.6199 gals.).
 JZ2566
 JZ2566.The modeled gravity was interpolated from observed gravity values.
 JZ2566
 JZ2566. The following values were computed from the NAD 83(2011) position.
 JZ2566
 JZ2566;                    North         East     Units Scale Factor Converg.
 JZ2566;SPC IN E     -   489,923.221    78,283.312   MT  0.99997247   -0 09 41.5
 JZ2566;SPC IN E     - 1,607,356.43    256,834.50   sFT  0.99997247   -0 09 41.5
 JZ2566;UTM  16      - 4,390,703.573   592,665.866   MT  0.99970572   +0 41 22.3
 JZ2566
 JZ2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2566!SPC IN E     -   0.99996775  x   0.99997247  =   0.99994022
 JZ2566!UTM  16      -   0.99996775  x   0.99970572  =   0.99967348
 JZ2566
 JZ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9266590703(NAD 83)
 JZ2566
 JZ2566                          SUPERSEDED SURVEY CONTROL
 JZ2566
 JZ2566  NGVD 29 (??/??/92)  239.446  (m)          785.58   (f) ADJ UNCH    2 0
 JZ2566
 JZ2566.Superseded values are not recommended for survey control.
 JZ2566
 JZ2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2566.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2566
 JZ2566_MARKER: DB = BENCH MARK DISK
 JZ2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2566_STAMPING: X 238 1947
 JZ2566_MARK LOGO: CGS
 JZ2566_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2566+STABILITY: SURFACE MOTION
 JZ2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2566+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 JZ2566
 JZ2566  HISTORY     - Date     Condition        Report By
 JZ2566  HISTORY     - UNK      MONUMENTED       CGS
 JZ2566  HISTORY     - 1947     GOOD             CGS
 JZ2566  HISTORY     - 1973     GOOD             NGS
 JZ2566  HISTORY     - 1986     GOOD             NGS
 JZ2566  HISTORY     - 20100625 GOOD             EMHT
 JZ2566
 JZ2566                          STATION DESCRIPTION
 JZ2566
 JZ2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2566'1.2 MI SE FROM PLEASANT VIEW.
 JZ2566'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE BAPTIST
 JZ2566'CHURCH AT PLEASANT VIEW, THENCE 0.95 MILE EAST ALONG A PAVED
 JZ2566'ROAD, AT A TURN WITH TANGENTS EXTENDING WEST AND NORTHEAST, 73
 JZ2566'FEET WEST OF THE CENTER LINE OF THE NORTHEAST TANGENT, 19.5 FEET
 JZ2566'NORTH OF THE CENTER LINE OF THE WEST TANGENT, 95 FEET EAST OF THE
 JZ2566'CENTER OF A JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 63 FEET
 JZ2566'NORTH AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A SMALL
 JZ2566'BARN, 43 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE
 JZ2566'LINE, 1 1/2 FEET EAST OF A WHITE WOODEN POST, ABOUT LEVEL WITH
 JZ2566'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2566'6 INCHES.
 JZ2566
 JZ2566                          STATION RECOVERY (1973)
 JZ2566
 JZ2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2566'RECOVERED IN GOOD CONDITION.
 JZ2566
 JZ2566                          STATION RECOVERY (1986)
 JZ2566
 JZ2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2566'RECOVERED IN GOOD CONDITION.
 JZ2566
 JZ2566                          STATION RECOVERY (2010)
 JZ2566
 JZ2566'RECOVERY NOTE BY EVAN MECHWART HAMBLETON AND TILTON 2010 (DB)
 JZ2566'THE STATION IS LOCATED IN ACTON, IN, ABOUT 1.90 KM (1.18 MI)
 JZ2566'EAST-SOUTHEAST OF PLEASANT VIEW, IN, 7.25 KM (4.51 MI) SOUTH-SOUTHWEST
 JZ2566'OF NEW PALESTINE, IN AND 16.10 KM (10.01 MI) SOUTHEAST OF BEECH GROVE,
 JZ2566'IN.
 JZ2566'
 JZ2566'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 9 AND I-74,
 JZ2566'GO NORTHWEST ON I-74 FOR 18.70 KM (11.62 MI) TO THE PLEASANT VIEW
 JZ2566'EXIT.  TAKE THE EXIT RAMP AND PROCEED TO THE INTERSECTION WITH WALNUT
 JZ2566'STREET.  TURN RIGHT AND PROCEED NORTHEAST ON WALNUT STREET FOR 120 M
 JZ2566'(393.7 FT) TO THE JUNCTION WITH MAIN STREET.  TURN RIGHT AND CONTINUE
 JZ2566'SOUTHEAST ON MAIN STREET FOR 0.45 KM (0.28 MI) TO THE INTERSECTION
 JZ2566'WITH COUNTY ROAD WEST 950 NORTH.  TURN LEFT AND PROCEED EAST ON COUNTY
 JZ2566'ROAD WEST 950 NORTH FOR 1.53 KM (0.95 MI) TO THE STATION ON THE LEFT.
 JZ2566'
 JZ2566'THE STATION IS SET IN THE TOP OF A CONCRETE POST.  LOCATED 5.32 M
 JZ2566'(17.5 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD WEST 950 NORTH, 29.2
 JZ2566'M (95.8 FT) EAST OF THE EXTENDED CENTERLINE OF NORTH PUMPKINVINE ROAD,
 JZ2566'19.2 M (63.0 FT) NORTH OF THE NORTHWEST CORNER OF A NEARBY OLD WOODEN
 JZ2566'BARN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2559 ***********************************************************************
 JZ2559  DESIGNATION -  X 239
 JZ2559  PID         -  JZ2559
 JZ2559  STATE/COUNTY-  IN/SHELBY
 JZ2559  COUNTRY     -  US
 JZ2559  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2559
 JZ2559                         *CURRENT SURVEY CONTROL
 JZ2559  ______________________________________________________________________
 JZ2559* NAD 83(1986) POSITION- 39 35 54.     (N) 085 41 09.     (W)   SCALED
 JZ2559* NAVD 88 ORTHO HEIGHT -   262.626 (meters)      861.63  (feet) ADJUSTED
 JZ2559  ______________________________________________________________________
 JZ2559  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 JZ2559  DYNAMIC HEIGHT  -        262.472 (meters)      861.13  (feet) COMP
 JZ2559  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 JZ2559
 JZ2559  VERT ORDER      -  SECOND    CLASS 0
 JZ2559
 JZ2559.The horizontal coordinates were scaled from a map and have
 JZ2559.an estimated accuracy of +/- 6 seconds.
 JZ2559
 JZ2559.The orthometric height was determined by differential leveling and
 JZ2559.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2559.in June 1991.
 JZ2559
 JZ2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2559.GEOID18 height accuracy estimate available here.
 JZ2559
 JZ2559.Click photographs - Photos may exist for this station.
 JZ2559
 JZ2559.The dynamic height is computed by dividing the NAVD 88
 JZ2559.geopotential number by the normal gravity value computed on the
 JZ2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2559.degrees latitude (g = 980.6199 gals.).
 JZ2559
 JZ2559.The modeled gravity was interpolated from observed gravity values.
 JZ2559
 JZ2559;                    North         East    Units  Estimated Accuracy
 JZ2559;SPC IN E     -   482,920.       98,350.      MT  (+/- 180 meters Scaled)
 JZ2559
 JZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ128840(NAD 83)
 JZ2559
 JZ2559                          SUPERSEDED SURVEY CONTROL
 JZ2559
 JZ2559  NGVD 29 (??/??/92)  262.748  (m)          862.03   (f) ADJ UNCH    2 0
 JZ2559
 JZ2559.Superseded values are not recommended for survey control.
 JZ2559
 JZ2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2559.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2559
 JZ2559_MARKER: DB = BENCH MARK DISK
 JZ2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2559_STAMPING: X 239 1947
 JZ2559_MARK LOGO: CGS
 JZ2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2559+STABILITY: SURFACE MOTION
 JZ2559
 JZ2559  HISTORY     - Date     Condition        Report By
 JZ2559  HISTORY     - 1947     MONUMENTED       CGS
 JZ2559
 JZ2559                          STATION DESCRIPTION
 JZ2559
 JZ2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2559'3.8 MI N FROM RAYS CROSSING.
 JZ2559'ABOUT 3.85 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2559'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, AT THE
 JZ2559'BERT CARMONY FARM, 18.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JZ2559'32 FEET NORTH OF THE SOUTHWEST CORNER OF THE BARNYARD, 25.5
 JZ2559'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY INTO THE BARNYARD,
 JZ2559'6 FEET NORTH OF TELEPHONE POLE NUMBER 260, 1.5 FEET WEST OF A
 JZ2559'FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2559'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2559'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1348 ***********************************************************************
 ME1348  DESIGNATION -  X 24
 ME1348  PID         -  ME1348
 ME1348  STATE/COUNTY-  IN/LAKE
 ME1348  COUNTRY     -  US
 ME1348  USGS QUAD   -  SHELBY (2019)
 ME1348
 ME1348                         *CURRENT SURVEY CONTROL
 ME1348  ______________________________________________________________________
 ME1348* NAD 83(1986) POSITION- 41 11 42.89   (N) 087 19 57.55   (W)   HD_HELD1
 ME1348* NAVD 88 ORTHO HEIGHT -   195.969 (meters)      642.94  (feet) ADJUSTED
 ME1348  ______________________________________________________________________
 ME1348  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 ME1348  DYNAMIC HEIGHT  -        195.886 (meters)      642.67  (feet) COMP
 ME1348  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 ME1348
 ME1348  VERT ORDER      -  SECOND    CLASS 0
 ME1348
 ME1348.The horizontal coordinates were determined by differentially corrected
 ME1348.hand held GPS observations or other comparable positioning techniques
 ME1348.and have an estimated accuracy of +/- 3 meters.
 ME1348
 ME1348.The orthometric height was determined by differential leveling and
 ME1348.adjusted by the NATIONAL GEODETIC SURVEY
 ME1348.in June 1991.
 ME1348
 ME1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1348.GEOID18 height accuracy estimate available here.
 ME1348
 ME1348.Click photographs - Photos may exist for this station.
 ME1348
 ME1348.The dynamic height is computed by dividing the NAVD 88
 ME1348.geopotential number by the normal gravity value computed on the
 ME1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1348.degrees latitude (g = 980.6199 gals.).
 ME1348
 ME1348.The modeled gravity was interpolated from observed gravity values.
 ME1348
 ME1348;                    North         East    Units  Estimated Accuracy
 ME1348;SPC IN W     -   660,270.8     879,086.2     MT  (+/- 3 meters HH1 GPS) 
 ME1348
 ME1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7210660485(NAD 83)
 ME1348
 ME1348                          SUPERSEDED SURVEY CONTROL
 ME1348
 ME1348  NGVD 29 (??/??/92)  196.057  (m)          643.23   (f) ADJ UNCH    2 0
 ME1348
 ME1348.Superseded values are not recommended for survey control.
 ME1348
 ME1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1348.See file dsdata.pdf to determine how the superseded data were derived.
 ME1348
 ME1348_MARKER: DB = BENCH MARK DISK
 ME1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1348_SP_SET: FOUNDATION
 ME1348_STAMPING: X 24 1934
 ME1348_MARK LOGO: CGS
 ME1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1348+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 ME1348
 ME1348  HISTORY     - Date     Condition        Report By
 ME1348  HISTORY     - 1934     MONUMENTED       CGS
 ME1348  HISTORY     - 1946     GOOD             CGS
 ME1348  HISTORY     - 1981     GOOD             INDNR
 ME1348  HISTORY     - 20200819 GOOD             IN-089
 ME1348
 ME1348                          STATION DESCRIPTION
 ME1348
 ME1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1348'0.8 MI E FROM SHELBY.
 ME1348'0.8 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1348'STATION AT SHELBY, LAKE COUNTY, ABOUT 100 YARDS SOUTHWEST OF A
 ME1348'TWO-STORY FARMHOUSE AND A LARGE RED BARN, 60 YARDS EAST OF A
 ME1348'DIRT-ROAD CROSSING, AT SEMAPHORE K 73.1, AND IN THE TOP OF THE
 ME1348'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.  7.6 FEET NORTH
 ME1348'OF THE NORTH RAIL.
 ME1348
 ME1348                          STATION RECOVERY (1981)
 ME1348
 ME1348'RECOVERY NOTE BY IN DEPT OF NAT RES 1981
 ME1348'RECOVERED IN GOOD CONDITION.
 ME1348
 ME1348                          STATION RECOVERY (2020)
 ME1348
 ME1348'RECOVERY NOTE BY LAKE COUNTY INDIANA 2020 (JJJ)
 ME1348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2485 ***********************************************************************
 JZ2485  DESIGNATION -  X 240
 JZ2485  PID         -  JZ2485
 JZ2485  STATE/COUNTY-  IN/HANCOCK
 JZ2485  COUNTRY     -  US
 JZ2485  USGS QUAD   -  GREENFIELD (2019)
 JZ2485
 JZ2485                         *CURRENT SURVEY CONTROL
 JZ2485  ______________________________________________________________________
 JZ2485* NAD 83(1986) POSITION- 39 52 15.78   (N) 085 50 33.54   (W)   HD_HELD1
 JZ2485* NAVD 88 ORTHO HEIGHT -   266.565 (meters)      874.56  (feet) ADJUSTED
 JZ2485  ______________________________________________________________________
 JZ2485  GEOID HEIGHT    -        -34.001 (meters)                     GEOID18
 JZ2485  DYNAMIC HEIGHT  -        266.414 (meters)      874.06  (feet) COMP
 JZ2485  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 JZ2485
 JZ2485  VERT ORDER      -  SECOND    CLASS 0
 JZ2485
 JZ2485.The horizontal coordinates were determined by differentially corrected
 JZ2485.hand held GPS observations or other comparable positioning techniques
 JZ2485.and have an estimated accuracy of +/- 3 meters.
 JZ2485
 JZ2485.The orthometric height was determined by differential leveling and
 JZ2485.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2485.in June 1991.
 JZ2485
 JZ2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2485.GEOID18 height accuracy estimate available here.
 JZ2485
 JZ2485.Click photographs - Photos may exist for this station.
 JZ2485
 JZ2485.The dynamic height is computed by dividing the NAVD 88
 JZ2485.geopotential number by the normal gravity value computed on the
 JZ2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2485.degrees latitude (g = 980.6199 gals.).
 JZ2485
 JZ2485.The modeled gravity was interpolated from observed gravity values.
 JZ2485
 JZ2485;                    North         East    Units  Estimated Accuracy
 JZ2485;SPC IN E     -   513,215.2      84,944.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2485
 JZ2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9897714086(NAD 83)
 JZ2485
 JZ2485                          SUPERSEDED SURVEY CONTROL
 JZ2485
 JZ2485  NGVD 29 (??/??/92)  266.689  (m)          874.96   (f) ADJ UNCH    2 0
 JZ2485
 JZ2485.Superseded values are not recommended for survey control.
 JZ2485
 JZ2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2485.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2485
 JZ2485_MARKER: DB = BENCH MARK DISK
 JZ2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2485_STAMPING: X 240 1947
 JZ2485_MARK LOGO: CGS
 JZ2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2485+STABILITY: SURFACE MOTION
 JZ2485
 JZ2485  HISTORY     - Date     Condition        Report By
 JZ2485  HISTORY     - 1947     MONUMENTED       CGS
 JZ2485  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2485
 JZ2485                          STATION DESCRIPTION
 JZ2485
 JZ2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2485'2 MI N FROM MOHAWK.
 JZ2485'ABOUT 2.0 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JZ2485'MOHAWK, IN THE NORTHEAST QUARTER OF THE JUNCTION WITH AN
 JZ2485'EAST-WEST ROAD AND AT A 100-YARD OFFSET IN THE NORTH-SOUTH
 JZ2485'SECTION LINE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE
 JZ2485'EAST-WEST ROAD, 54 FEET EAST OF THE CENTER LINE OF THE TANGENT
 JZ2485'LEADING NORTH, 12 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF
 JZ2485'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2485'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2485'PROJECTING ABOUT 5 INCHES.
 JZ2485
 JZ2485                          STATION RECOVERY (2009)
 JZ2485
 JZ2485'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2485'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2457 ***********************************************************************
 JZ2457  DESIGNATION -  X 241
 JZ2457  PID         -  JZ2457
 JZ2457  STATE/COUNTY-  IN/HANCOCK
 JZ2457  COUNTRY     -  US
 JZ2457  USGS QUAD   -  PENDLETON (2019)
 JZ2457
 JZ2457                         *CURRENT SURVEY CONTROL
 JZ2457  ______________________________________________________________________
 JZ2457* NAD 83(1986) POSITION- 39 54 08.     (N) 085 37 40.     (W)   SCALED
 JZ2457* NAVD 88 ORTHO HEIGHT -   294.498 (meters)      966.20  (feet) ADJUSTED
 JZ2457  ______________________________________________________________________
 JZ2457  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JZ2457  DYNAMIC HEIGHT  -        294.333 (meters)      965.66  (feet) COMP
 JZ2457  MODELED GRAVITY -    980,055.7   (mgal)                       NAVD 88
 JZ2457
 JZ2457  VERT ORDER      -  SECOND    CLASS 0
 JZ2457
 JZ2457.The horizontal coordinates were scaled from a map and have
 JZ2457.an estimated accuracy of +/- 6 seconds.
 JZ2457
 JZ2457.The orthometric height was determined by differential leveling and
 JZ2457.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2457.in June 1991.
 JZ2457
 JZ2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2457.GEOID18 height accuracy estimate available here.
 JZ2457
 JZ2457.Click photographs - Photos may exist for this station.
 JZ2457
 JZ2457.The dynamic height is computed by dividing the NAVD 88
 JZ2457.geopotential number by the normal gravity value computed on the
 JZ2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2457.degrees latitude (g = 980.6199 gals.).
 JZ2457
 JZ2457.The modeled gravity was interpolated from observed gravity values.
 JZ2457
 JZ2457;                    North         East    Units  Estimated Accuracy
 JZ2457;SPC IN E     -   516,660.      103,330.      MT  (+/- 180 meters Scaled)
 JZ2457
 JZ2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK173178(NAD 83)
 JZ2457
 JZ2457                          SUPERSEDED SURVEY CONTROL
 JZ2457
 JZ2457  NGVD 29 (??/??/92)  294.624  (m)          966.61   (f) ADJ UNCH    2 0
 JZ2457
 JZ2457.Superseded values are not recommended for survey control.
 JZ2457
 JZ2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2457.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2457
 JZ2457_MARKER: DB = BENCH MARK DISK
 JZ2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2457_STAMPING: X 241 1947
 JZ2457_MARK LOGO: CGS
 JZ2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2457+STABILITY: SURFACE MOTION
 JZ2457
 JZ2457  HISTORY     - Date     Condition        Report By
 JZ2457  HISTORY     - 1947     MONUMENTED       CGS
 JZ2457  HISTORY     - 1966     MARK NOT FOUND   USGS
 JZ2457  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2457
 JZ2457                          STATION DESCRIPTION
 JZ2457
 JZ2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2457'3.3 MI NW FROM SHIRLEY.
 JZ2457'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2457'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, THENCE 2.4
 JZ2457'MILES WEST ALONG STATE HIGHWAY 234, IN THE SOUTHWEST QUARTER
 JZ2457'OF THE INTERSECTION WITH STATE HIGHWAY 109, 61 FEET SOUTH OF THE
 JZ2457'CENTER LINE OF HIGHWAY 234, 54 FEET SOUTHWEST OF THE CENTER LINE
 JZ2457'OF HIGHWAY 109, 41 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET
 JZ2457'NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 JZ2457'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAYS.  A BRONZE DISK
 JZ2457'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2457
 JZ2457                          STATION RECOVERY (1966)
 JZ2457
 JZ2457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JZ2457'MARK NOT FOUND.
 JZ2457
 JZ2457                          STATION RECOVERY (2009)
 JZ2457
 JZ2457'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2457'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0189 ***********************************************************************
 KA0189  DESIGNATION -  X 242
 KA0189  PID         -  KA0189
 KA0189  STATE/COUNTY-  IN/MARION
 KA0189  COUNTRY     -  US
 KA0189  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0189
 KA0189                         *CURRENT SURVEY CONTROL
 KA0189  ______________________________________________________________________
 KA0189* NAD 83(1986) POSITION- 39 46 09.     (N) 086 06 06.     (W)   SCALED
 KA0189* NAVD 88 ORTHO HEIGHT -   238.497 (meters)      782.47  (feet) POSTED
 KA0189  ______________________________________________________________________
 KA0189  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 KA0189  DYNAMIC HEIGHT  -        238.36  (meters)      782.0   (feet) COMP
 KA0189  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 KA0189
 KA0189  VERT ORDER      -  * POSTED, SEE BELOW
 KA0189
 KA0189.The horizontal coordinates were scaled from a map and have
 KA0189.an estimated accuracy of +/- 6 seconds.
 KA0189
 KA0189.The orthometric height was determined by differential leveling
 KA0189.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0189
 KA0189.* This is a POSTED BENCH MARK height.
 KA0189
 KA0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0189.GEOID18 height accuracy estimate available here.
 KA0189
 KA0189.Click photographs - Photos may exist for this station.
 KA0189
 KA0189.The dynamic height is computed by dividing the NAVD 88
 KA0189.geopotential number by the normal gravity value computed on the
 KA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0189.degrees latitude (g = 980.6199 gals.).
 KA0189
 KA0189.The modeled gravity was interpolated from observed gravity values.
 KA0189
 KA0189;                    North         East    Units  Estimated Accuracy
 KA0189;SPC IN E     -   501,980.       62,730.      MT  (+/- 180 meters Scaled)
 KA0189
 KA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK769025(NAD 83)
 KA0189
 KA0189                          SUPERSEDED SURVEY CONTROL
 KA0189
 KA0189  NGVD 29 (??/??/92)  238.628  (m)          782.90   (f) ADJ UNCH    2 0
 KA0189
 KA0189.Superseded values are not recommended for survey control.
 KA0189
 KA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0189.See file dsdata.pdf to determine how the superseded data were derived.
 KA0189
 KA0189_MARKER: DB = BENCH MARK DISK
 KA0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0189_SP_SET: BUILDING
 KA0189_STAMPING: X 242 1947
 KA0189_MARK LOGO: CGS
 KA0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0189
 KA0189  HISTORY     - Date     Condition        Report By
 KA0189  HISTORY     - 1947     MONUMENTED       CGS
 KA0189  HISTORY     - 1961     GOOD             CGS
 KA0189  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0189
 KA0189                          STATION DESCRIPTION
 KA0189
 KA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0189'AT INDIANAPOLIS.
 KA0189'AT INDIANAPOLIS, ABOUT 2.75 MILES EAST ALONG U.S. HIGHWAY 40
 KA0189'FROM THE MARION COUNTY COURTHOUSE, AT 3813 EAST WASHINGTON
 KA0189'STREET, SER VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 KA0189'CORNER OF THE INDIANAPOLIS RAILWAYS SUBSTATION NO. 4 BUILDING,
 KA0189'32.7 FEET NORTH OF THE NORTH CURB OF THE STREET, 0.6 FOOT EAST OF
 KA0189'THE CORNER AND 2 FEET ABOVE THE GROUND.
 KA0189
 KA0189                          STATION RECOVERY (1961)
 KA0189
 KA0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0189'RECOVERED IN GOOD CONDITION.
 KA0189
 KA0189                          STATION RECOVERY (1976)
 KA0189
 KA0189'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2522 ***********************************************************************
 JZ2522  DESIGNATION -  X 243
 JZ2522  PID         -  JZ2522
 JZ2522  STATE/COUNTY-  IN/HANCOCK
 JZ2522  COUNTRY     -  US
 JZ2522  USGS QUAD   -  CLEVELAND (2019)
 JZ2522
 JZ2522                         *CURRENT SURVEY CONTROL
 JZ2522  ______________________________________________________________________
 JZ2522* NAD 83(1986) POSITION- 39 47 17.3    (N) 085 42 28.3    (W)   HD_HELD2
 JZ2522* NAVD 88 ORTHO HEIGHT -   277.433 (meters)      910.21  (feet) ADJUSTED
 JZ2522  ______________________________________________________________________
 JZ2522  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ2522  DYNAMIC HEIGHT  -        277.274 (meters)      909.69  (feet) COMP
 JZ2522  MODELED GRAVITY -    980,045.5   (mgal)                       NAVD 88
 JZ2522
 JZ2522  VERT ORDER      -  SECOND    CLASS 0
 JZ2522
 JZ2522.The horizontal coordinates were established by autonomous hand held GPS
 JZ2522.observations and have an estimated accuracy of +/- 10 meters.
 JZ2522
 JZ2522.The orthometric height was determined by differential leveling and
 JZ2522.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2522.in June 1991.
 JZ2522
 JZ2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2522.GEOID18 height accuracy estimate available here.
 JZ2522
 JZ2522.Click photographs - Photos may exist for this station.
 JZ2522
 JZ2522.The dynamic height is computed by dividing the NAVD 88
 JZ2522.geopotential number by the normal gravity value computed on the
 JZ2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2522.degrees latitude (g = 980.6199 gals.).
 JZ2522
 JZ2522.The modeled gravity was interpolated from observed gravity values.
 JZ2522
 JZ2522;                    North         East    Units  Estimated Accuracy
 JZ2522;SPC IN E     -   503,996.       96,472.      MT  (+/- 10 meters HH2 GPS)
 JZ2522
 JZ2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1063805041(NAD 83)
 JZ2522
 JZ2522                          SUPERSEDED SURVEY CONTROL
 JZ2522
 JZ2522  NGVD 29 (??/??/92)  277.554  (m)          910.61   (f) ADJ UNCH    2 0
 JZ2522
 JZ2522.Superseded values are not recommended for survey control.
 JZ2522
 JZ2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2522.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2522
 JZ2522_MARKER: DB = BENCH MARK DISK
 JZ2522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2522_SP_SET: BOX CULVERT HEADWALL
 JZ2522_STAMPING: X 243 1947
 JZ2522_MARK LOGO: CGS
 JZ2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2522+STABILITY: SURFACE MOTION
 JZ2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2522+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2522
 JZ2522  HISTORY     - Date     Condition        Report By
 JZ2522  HISTORY     - 1947     MONUMENTED       CGS
 JZ2522  HISTORY     - 20090203 GOOD             IN-059
 JZ2522
 JZ2522                          STATION DESCRIPTION
 JZ2522
 JZ2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2522'3.2 MI E FROM GREENFIELD.
 JZ2522'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COURT HOUSE
 JZ2522'AT GREENFIELD, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A
 JZ2522'NORTH-SOUTH GRAVEL ROAD, 101 FEET SOUTHEAST AND ACROSS THE
 JZ2522'NORTH-SOUTH ROAD FROM THE SOUTHEAST CORNER OF A NAZARENE CHURCH
 JZ2522'BUILDING, 43.5 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 JZ2522'TRAFFIC LANE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF
 JZ2522'THE CROSSROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 JZ2522'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE CROSSROAD,
 JZ2522'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS ABOUT 3.3
 JZ2522'MILE WEST ALONG HIGHWAY 40 FROM THE METHODIST CHURCH AT CLEVELAND.
 JZ2522
 JZ2522                          STATION RECOVERY (2009)
 JZ2522
 JZ2522'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2610 ***********************************************************************
 JZ2610  DESIGNATION -  X 244
 JZ2610  PID         -  JZ2610
 JZ2610  STATE/COUNTY-  IN/RUSH
 JZ2610  COUNTRY     -  US
 JZ2610  USGS QUAD   -  MANILLA (2019)
 JZ2610
 JZ2610                         *CURRENT SURVEY CONTROL
 JZ2610  ______________________________________________________________________
 JZ2610* NAD 83(1986) POSITION- 39 34 58.     (N) 085 34 45.     (W)   SCALED
 JZ2610* NAVD 88 ORTHO HEIGHT -   275.473 (meters)      903.78  (feet) ADJUSTED
 JZ2610  ______________________________________________________________________
 JZ2610  GEOID HEIGHT    -        -34.030 (meters)                     GEOID18
 JZ2610  DYNAMIC HEIGHT  -        275.308 (meters)      903.24  (feet) COMP
 JZ2610  MODELED GRAVITY -    980,022.8   (mgal)                       NAVD 88
 JZ2610
 JZ2610  VERT ORDER      -  SECOND    CLASS 0
 JZ2610
 JZ2610.The horizontal coordinates were scaled from a map and have
 JZ2610.an estimated accuracy of +/- 6 seconds.
 JZ2610
 JZ2610.The orthometric height was determined by differential leveling and
 JZ2610.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2610.in June 1991.
 JZ2610
 JZ2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2610.GEOID18 height accuracy estimate available here.
 JZ2610
 JZ2610.Click photographs - Photos may exist for this station.
 JZ2610
 JZ2610.The dynamic height is computed by dividing the NAVD 88
 JZ2610.geopotential number by the normal gravity value computed on the
 JZ2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2610.degrees latitude (g = 980.6199 gals.).
 JZ2610
 JZ2610.The modeled gravity was interpolated from observed gravity values.
 JZ2610
 JZ2610;                    North         East    Units  Estimated Accuracy
 JZ2610;SPC IN E     -   481,200.      107,520.      MT  (+/- 180 meters Scaled)
 JZ2610
 JZ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220824(NAD 83)
 JZ2610
 JZ2610                          SUPERSEDED SURVEY CONTROL
 JZ2610
 JZ2610  NGVD 29 (??/??/92)  275.595  (m)          904.18   (f) ADJ UNCH    2 0
 JZ2610
 JZ2610.Superseded values are not recommended for survey control.
 JZ2610
 JZ2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2610.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2610
 JZ2610_MARKER: DB = BENCH MARK DISK
 JZ2610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2610_SP_SET: BRIDGE
 JZ2610_STAMPING: X 244 1947
 JZ2610_MARK LOGO: CGS
 JZ2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2610
 JZ2610  HISTORY     - Date     Condition        Report By
 JZ2610  HISTORY     - 1947     MONUMENTED       CGS
 JZ2610  HISTORY     - 20220922 MARK NOT FOUND   INDOT
 JZ2610
 JZ2610                          STATION DESCRIPTION
 JZ2610
 JZ2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2610'0.4 MI N FROM HOMER.
 JZ2610'ABOUT 0.4 MILE NORTH ALONG THE ARLINGTON-HOMER ROAD FROM THE
 JZ2610'POST OFFICE AT HOMER, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 JZ2610'OF A 32-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 10 FEET EAST
 JZ2610'OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE BRIDGE
 JZ2610'FLOOR.
 JZ2610
 JZ2610                          STATION RECOVERY (2022)
 JZ2610
 JZ2610'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2610'MARK WAS NOT FOUND.  IT APPEARS THAT THE ORIGINAL BRIDGE AND WINGWALL
 JZ2610'THAT THE MARK WAS SET IN HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0177 ***********************************************************************
 KA0177  DESIGNATION -  X 245
 KA0177  PID         -  KA0177
 KA0177  STATE/COUNTY-  IN/MARION
 KA0177  COUNTRY     -  US
 KA0177  USGS QUAD   -  BEECH GROVE (2019)
 KA0177
 KA0177                         *CURRENT SURVEY CONTROL
 KA0177  ______________________________________________________________________
 KA0177* NAD 83(1986) POSITION- 39 43 59.     (N) 086 05 10.     (W)   SCALED
 KA0177* NAVD 88 ORTHO HEIGHT -   243.705 (meters)      799.56  (feet) ADJUSTED
 KA0177  ______________________________________________________________________
 KA0177  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 KA0177  DYNAMIC HEIGHT  -        243.568 (meters)      799.11  (feet) COMP
 KA0177  MODELED GRAVITY -    980,057.0   (mgal)                       NAVD 88
 KA0177
 KA0177  VERT ORDER      -  FIRST     CLASS II
 KA0177
 KA0177.The horizontal coordinates were scaled from a map and have
 KA0177.an estimated accuracy of +/- 6 seconds.
 KA0177
 KA0177.The orthometric height was determined by differential leveling and
 KA0177.adjusted by the NATIONAL GEODETIC SURVEY
 KA0177.in June 1991.
 KA0177
 KA0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0177.GEOID18 height accuracy estimate available here.
 KA0177
 KA0177.Click photographs - Photos may exist for this station.
 KA0177
 KA0177.The dynamic height is computed by dividing the NAVD 88
 KA0177.geopotential number by the normal gravity value computed on the
 KA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0177.degrees latitude (g = 980.6199 gals.).
 KA0177
 KA0177.The modeled gravity was interpolated from observed gravity values.
 KA0177
 KA0177;                    North         East    Units  Estimated Accuracy
 KA0177;SPC IN E     -   497,960.       64,040.      MT  (+/- 180 meters Scaled)
 KA0177
 KA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ783985(NAD 83)
 KA0177
 KA0177                          SUPERSEDED SURVEY CONTROL
 KA0177
 KA0177  NGVD 29 (??/??/92)  243.824  (m)          799.95   (f) ADJ UNCH    1 2
 KA0177
 KA0177.Superseded values are not recommended for survey control.
 KA0177
 KA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0177.See file dsdata.pdf to determine how the superseded data were derived.
 KA0177
 KA0177_MARKER: DB = BENCH MARK DISK
 KA0177_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0177_SP_SET: BRIDGE WINGWALL
 KA0177_STAMPING: X 245 1947
 KA0177_MARK LOGO: CGS
 KA0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0177
 KA0177  HISTORY     - Date     Condition        Report By
 KA0177  HISTORY     - 1947     MONUMENTED       CGS
 KA0177  HISTORY     - 1976     GOOD             LOCSUR
 KA0177  HISTORY     - 1986     GOOD             NGS
 KA0177
 KA0177                          STATION DESCRIPTION
 KA0177
 KA0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0177'4.6 MI SE FROM INDIANAPOLIS.
 KA0177'ABOUT 4.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KA0177'FROM THE UNION STATION AT INDIANAPOLIS, AT 35-FOOT CONCRETE
 KA0177'BRIDGE NO. 462 OVER LICK CREEK, SET IN THE TOP OF THE NORTHEAST
 KA0177'WING WALL, 8 RAILS SOUTHEAST OF MILE POST 105, 4 RAILS NORTHWEST
 KA0177'OF A LIGHT SIGNAL, 8.0 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 KA0177'2.5 FEET BELOW THE TRACK.
 KA0177
 KA0177                          STATION RECOVERY (1976)
 KA0177
 KA0177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0177'RECOVERED IN GOOD CONDITION.
 KA0177
 KA0177                          STATION RECOVERY (1986)
 KA0177
 KA0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0177'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 KA0177'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 465 FROM ITS JUNCTION WITH
 KA0177'INTERSTATE HIGHWAY 74 IN SOUTHEAST INDIANAPOLIS, THENCE 3.4 KM (2.1
 KA0177'MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1117 ***********************************************************************
 LA1117  DESIGNATION -  X 246
 LA1117  PID         -  LA1117
 LA1117  STATE/COUNTY-  IN/HENRY
 LA1117  COUNTRY     -  US
 LA1117  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1117
 LA1117                         *CURRENT SURVEY CONTROL
 LA1117  ______________________________________________________________________
 LA1117* NAD 83(1986) POSITION- 40 03 43.4    (N) 085 15 24.6    (W)   HD_HELD2
 LA1117* NAVD 88 ORTHO HEIGHT -   333.588 (meters)     1094.45  (feet) ADJUSTED
 LA1117  ______________________________________________________________________
 LA1117  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 LA1117  DYNAMIC HEIGHT  -        333.406 (meters)     1093.85  (feet) COMP
 LA1117  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LA1117
 LA1117  VERT ORDER      -  SECOND    CLASS 0
 LA1117
 LA1117.The horizontal coordinates were established by autonomous hand held GPS
 LA1117.observations and have an estimated accuracy of +/- 10 meters.
 LA1117
 LA1117.The orthometric height was determined by differential leveling and
 LA1117.adjusted by the NATIONAL GEODETIC SURVEY
 LA1117.in June 1991.
 LA1117
 LA1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1117.GEOID18 height accuracy estimate available here.
 LA1117
 LA1117.Click photographs - Photos may exist for this station.
 LA1117
 LA1117.The dynamic height is computed by dividing the NAVD 88
 LA1117.geopotential number by the normal gravity value computed on the
 LA1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1117.degrees latitude (g = 980.6199 gals.).
 LA1117
 LA1117.The modeled gravity was interpolated from observed gravity values.
 LA1117
 LA1117;                    North         East    Units  Estimated Accuracy
 LA1117;SPC IN E     -   534,488.      134,964.      MT  (+/- 10 meters HH2 GPS)
 LA1117
 LA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4866536100(NAD 83)
 LA1117
 LA1117                          SUPERSEDED SURVEY CONTROL
 LA1117
 LA1117  NGVD 29 (??/??/92)  333.722  (m)         1094.89   (f) ADJ UNCH    2 0
 LA1117
 LA1117.Superseded values are not recommended for survey control.
 LA1117
 LA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1117.See file dsdata.pdf to determine how the superseded data were derived.
 LA1117
 LA1117_MARKER: DB = BENCH MARK DISK
 LA1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1117_SP_SET: BRIDGE HEADWALL
 LA1117_STAMPING: X 246 1947
 LA1117_MARK LOGO: CGS
 LA1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1117+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 LA1117
 LA1117  HISTORY     - Date     Condition        Report By
 LA1117  HISTORY     - 1947     MONUMENTED       CGS
 LA1117  HISTORY     - 20000830 GOOD             GOVE
 LA1117  HISTORY     - 20140926 GOOD             GEOCAC
 LA1117
 LA1117                          STATION DESCRIPTION
 LA1117
 LA1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1117'1 MI W FROM BLOUNTSVILLE.
 LA1117'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 LA1117'AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE ABOUT 0.15
 LA1117'MILE SOUTH ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A GRAVEL
 LA1117'ROAD LEADING WEST, 94 FEET WEST OF THE CENTER LINE OF THE
 LA1117'NORTH-SOUTH ROAD, 11.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LA1117'WEST, IN THE TOP OF THE SOUTH HEAD WALL OF A 4-FOOT CONCRETE
 LA1117'BRIDGE, 9 FEET WEST OF THE EAST END OF THE HEAD WALL, 0.7 FOOT
 LA1117'WEST OF A CONCRETE RAIL POST, 0.4 FOOT SOUTH OF THE IRONPIPE
 LA1117'RAILING AND 1.5 FEET ABOVE THE ROAD.
 LA1117
 LA1117                          STATION RECOVERY (2000)
 LA1117
 LA1117'RECOVERY NOTE BY GOVE ASSOCIATES, INCORPORATED 2000 (JJ)
 LA1117'ALL GRAVEL ROADS IN DESCRIPTION ARE NOW PAVED.
 LA1117
 LA1117                          STATION RECOVERY (2014)
 LA1117
 LA1117'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 LA1117'NORTH-SOUTH ROAD IS CR 675 E, ROAD HEADING WEST IS CR 900 N
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1265 ***********************************************************************
 LA1265  DESIGNATION -  X 247
 LA1265  PID         -  LA1265
 LA1265  STATE/COUNTY-  IN/DELAWARE
 LA1265  COUNTRY     -  US
 LA1265  USGS QUAD   -  MUNCIE WEST (2019)
 LA1265
 LA1265                         *CURRENT SURVEY CONTROL
 LA1265  ______________________________________________________________________
 LA1265* NAD 83(1986) POSITION- 40 09 56.     (N) 085 29 58.     (W)   SCALED
 LA1265* NAVD 88 ORTHO HEIGHT -   282.209 (meters)      925.88  (feet) ADJUSTED
 LA1265  ______________________________________________________________________
 LA1265  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 LA1265  DYNAMIC HEIGHT  -        282.059 (meters)      925.39  (feet) COMP
 LA1265  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1265
 LA1265  VERT ORDER      -  SECOND    CLASS 0
 LA1265
 LA1265.The horizontal coordinates were scaled from a map and have
 LA1265.an estimated accuracy of +/- 6 seconds.
 LA1265
 LA1265.The orthometric height was determined by differential leveling and
 LA1265.adjusted by the NATIONAL GEODETIC SURVEY
 LA1265.in June 1991.
 LA1265
 LA1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1265.GEOID18 height accuracy estimate available here.
 LA1265
 LA1265.Click photographs - Photos may exist for this station.
 LA1265
 LA1265.The dynamic height is computed by dividing the NAVD 88
 LA1265.geopotential number by the normal gravity value computed on the
 LA1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1265.degrees latitude (g = 980.6199 gals.).
 LA1265
 LA1265.The modeled gravity was interpolated from observed gravity values.
 LA1265
 LA1265;                    North         East    Units  Estimated Accuracy
 LA1265;SPC IN E     -   545,910.      114,250.      MT  (+/- 180 meters Scaled)
 LA1265
 LA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277472(NAD 83)
 LA1265
 LA1265                          SUPERSEDED SURVEY CONTROL
 LA1265
 LA1265  NGVD 29 (??/??/92)  282.346  (m)          926.33   (f) ADJ UNCH    2 0
 LA1265
 LA1265.Superseded values are not recommended for survey control.
 LA1265
 LA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1265.See file dsdata.pdf to determine how the superseded data were derived.
 LA1265
 LA1265_MARKER: DB = BENCH MARK DISK
 LA1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1265_STAMPING: X 247 1947
 LA1265_MARK LOGO: CGS
 LA1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1265+STABILITY: SURFACE MOTION
 LA1265
 LA1265  HISTORY     - Date     Condition        Report By
 LA1265  HISTORY     - 1947     MONUMENTED       CGS
 LA1265
 LA1265                          STATION DESCRIPTION
 LA1265
 LA1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1265'AT YORKTOWN.
 LA1265'AT YORKTOWN, ABOUT 0.7 MILE SOUTH ALONG SOUTH BROADWAY STREET
 LA1265'FROM THE POST OFFICE, THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL
 LA1265'ROAD LEADING TO THE YORKTOWN AIRPORT, AT THE YORKTOWN AIRPORT,
 LA1265'10.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 LA1265'BUILDING, IN LINE WITH THE EAST WALL OF THE BUILDING, 53 FEET
 LA1265'WEST OF A POWER POLE, 1.5 FEET NORTH OF THE SOUTH BOUNDARY
 LA1265'OF THE FIELD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1265'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1546 ***********************************************************************
 LA1546  DESIGNATION -  X 248
 LA1546  PID         -  LA1546
 LA1546  STATE/COUNTY-  IN/HENRY
 LA1546  COUNTRY     -  US
 LA1546  USGS QUAD   -  MIDDLETOWN (2019)
 LA1546
 LA1546                         *CURRENT SURVEY CONTROL
 LA1546  ______________________________________________________________________
 LA1546* NAD 83(1986) POSITION- 40 03 19.     (N) 085 31 38.     (W)   SCALED
 LA1546* NAVD 88 ORTHO HEIGHT -   285.362 (meters)      936.23  (feet) ADJUSTED
 LA1546  ______________________________________________________________________
 LA1546  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 LA1546  DYNAMIC HEIGHT  -        285.207 (meters)      935.72  (feet) COMP
 LA1546  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 LA1546
 LA1546  VERT ORDER      -  SECOND    CLASS 0
 LA1546
 LA1546.The horizontal coordinates were scaled from a map and have
 LA1546.an estimated accuracy of +/- 6 seconds.
 LA1546
 LA1546.The orthometric height was determined by differential leveling and
 LA1546.adjusted by the NATIONAL GEODETIC SURVEY
 LA1546.in June 1991.
 LA1546
 LA1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1546.GEOID18 height accuracy estimate available here.
 LA1546
 LA1546.Click photographs - Photos may exist for this station.
 LA1546
 LA1546.The dynamic height is computed by dividing the NAVD 88
 LA1546.geopotential number by the normal gravity value computed on the
 LA1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1546.degrees latitude (g = 980.6199 gals.).
 LA1546
 LA1546.The modeled gravity was interpolated from observed gravity values.
 LA1546
 LA1546;                    North         East    Units  Estimated Accuracy
 LA1546;SPC IN E     -   533,670.      111,900.      MT  (+/- 180 meters Scaled)
 LA1546
 LA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256349(NAD 83)
 LA1546
 LA1546                          SUPERSEDED SURVEY CONTROL
 LA1546
 LA1546  NGVD 29 (??/??/92)  285.496  (m)          936.66   (f) ADJ UNCH    2 0
 LA1546
 LA1546.Superseded values are not recommended for survey control.
 LA1546
 LA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1546.See file dsdata.pdf to determine how the superseded data were derived.
 LA1546
 LA1546_MARKER: DB = BENCH MARK DISK
 LA1546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1546_SP_SET: BRIDGE
 LA1546_STAMPING: X 248 1947
 LA1546_MARK LOGO: CGS
 LA1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1546
 LA1546  HISTORY     - Date     Condition        Report By
 LA1546  HISTORY     - 1947     MONUMENTED       CGS
 LA1546
 LA1546                          STATION DESCRIPTION
 LA1546
 LA1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1546'0.4 MI E FROM MIDDLETOWN.
 LA1546'ABOUT 0.35 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1546'AT MIDDLETOWN, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LA1546'NORTHWEST CONCRETE WINGWALL OF A 75-FOOT STEEL BRIDGE OVER FALL
 LA1546'CREEK, 14 FEET NORTH OF THE CENTER LINE OF THE BRIDGE FLOOR AND
 LA1546'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1149 ***********************************************************************
 LA1149  DESIGNATION -  X 249
 LA1149  PID         -  LA1149
 LA1149  STATE/COUNTY-  IN/DELAWARE
 LA1149  COUNTRY     -  US
 LA1149  USGS QUAD   -  MUNCIE EAST (2019)
 LA1149
 LA1149                         *CURRENT SURVEY CONTROL
 LA1149  ______________________________________________________________________
 LA1149* NAD 83(1986) POSITION- 40 11 14.     (N) 085 15 17.     (W)   SCALED
 LA1149* NAVD 88 ORTHO HEIGHT -   308.688 (meters)     1012.75  (feet) ADJUSTED
 LA1149  ______________________________________________________________________
 LA1149  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 LA1149  DYNAMIC HEIGHT  -        308.523 (meters)     1012.21  (feet) COMP
 LA1149  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LA1149
 LA1149  VERT ORDER      -  SECOND    CLASS 0
 LA1149
 LA1149.The horizontal coordinates were scaled from a map and have
 LA1149.an estimated accuracy of +/- 6 seconds.
 LA1149
 LA1149.The orthometric height was determined by differential leveling and
 LA1149.adjusted by the NATIONAL GEODETIC SURVEY
 LA1149.in June 1991.
 LA1149
 LA1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1149.GEOID18 height accuracy estimate available here.
 LA1149
 LA1149.Click photographs - Photos may exist for this station.
 LA1149
 LA1149.The dynamic height is computed by dividing the NAVD 88
 LA1149.geopotential number by the normal gravity value computed on the
 LA1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1149.degrees latitude (g = 980.6199 gals.).
 LA1149
 LA1149.The modeled gravity was interpolated from observed gravity values.
 LA1149
 LA1149;                    North         East    Units  Estimated Accuracy
 LA1149;SPC IN E     -   548,390.      135,080.      MT  (+/- 180 meters Scaled)
 LA1149
 LA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK485499(NAD 83)
 LA1149
 LA1149                          SUPERSEDED SURVEY CONTROL
 LA1149
 LA1149  NGVD 29 (??/??/92)  308.825  (m)         1013.20   (f) ADJ UNCH    2 0
 LA1149
 LA1149.Superseded values are not recommended for survey control.
 LA1149
 LA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1149.See file dsdata.pdf to determine how the superseded data were derived.
 LA1149
 LA1149_MARKER: DB = BENCH MARK DISK
 LA1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1149_STAMPING: X 249 1947
 LA1149_MARK LOGO: CGS
 LA1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1149+STABILITY: SURFACE MOTION
 LA1149
 LA1149  HISTORY     - Date     Condition        Report By
 LA1149  HISTORY     - 1947     MONUMENTED       CGS
 LA1149
 LA1149                          STATION DESCRIPTION
 LA1149
 LA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1149'1.4 MI SE FROM SELMA.
 LA1149'ABOUT 0.95 MILES EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1149'SELMA, THENCE ABOUT 0.4 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 LA1149'EAST EDGE OF THE HUFFMAN AIRPORT, 3 FEET NORTH OF A POINT IN LINE
 LA1149'WITH THE SOUTH WALL OF THE HANGAR BUILDING, 133 FEET EAST OF THE
 LA1149'SOUTHEAST CORNER OF THE HANGAR, 15.5 FEET WEST OF THE CENTER
 LA1149'LINE OF THE GRAVEL ROAD, 7.5 FEET NORTH OF POWER POLE NO. DE
 LA1149'69/44, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA1149'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1149'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0052 ***********************************************************************
 LB0052  DESIGNATION -  X 25
 LB0052  PID         -  LB0052
 LB0052  STATE/COUNTY-  IN/CASS
 LB0052  COUNTRY     -  US
 LB0052  USGS QUAD   -  LOGANSPORT (2019)
 LB0052
 LB0052                         *CURRENT SURVEY CONTROL
 LB0052  ______________________________________________________________________
 LB0052* NAD 83(1986) POSITION- 40 47 38.27   (N) 086 21 17.50   (W)   HD_HELD1
 LB0052* NAVD 88 ORTHO HEIGHT -   216.679 (meters)      710.89  (feet) ADJUSTED
 LB0052  ______________________________________________________________________
 LB0052  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 LB0052  DYNAMIC HEIGHT  -        216.577 (meters)      710.55  (feet) COMP
 LB0052  MODELED GRAVITY -    980,148.8   (mgal)                       NAVD 88
 LB0052
 LB0052  VERT ORDER      -  SECOND    CLASS 0
 LB0052
 LB0052.The horizontal coordinates were determined by differentially corrected
 LB0052.hand held GPS observations or other comparable positioning techniques
 LB0052.and have an estimated accuracy of +/- 3 meters.
 LB0052
 LB0052.The orthometric height was determined by differential leveling and
 LB0052.adjusted by the NATIONAL GEODETIC SURVEY
 LB0052.in June 1991.
 LB0052
 LB0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0052.GEOID18 height accuracy estimate available here.
 LB0052
 LB0052.Click photographs - Photos may exist for this station.
 LB0052
 LB0052.The dynamic height is computed by dividing the NAVD 88
 LB0052.geopotential number by the normal gravity value computed on the
 LB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0052.degrees latitude (g = 980.6199 gals.).
 LB0052
 LB0052.The modeled gravity was interpolated from observed gravity values.
 LB0052
 LB0052;                    North         East    Units  Estimated Accuracy
 LB0052;SPC IN E     -   615,906.1      41,920.4     MT  (+/- 3 meters HH1 GPS) 
 LB0052
 LB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5442516085(NAD 83)
 LB0052
 LB0052                          SUPERSEDED SURVEY CONTROL
 LB0052
 LB0052  NGVD 29 (??/??/92)  216.790  (m)          711.25   (f) ADJ UNCH    2 0
 LB0052
 LB0052.Superseded values are not recommended for survey control.
 LB0052
 LB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0052.See file dsdata.pdf to determine how the superseded data were derived.
 LB0052
 LB0052_MARKER: DB = BENCH MARK DISK
 LB0052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0052_SP_SET: CULVERT HEADWALL
 LB0052_STAMPING: X 25 1934
 LB0052_MARK LOGO: CGS
 LB0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0052+STABILITY: SURFACE MOTION
 LB0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0052+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2023
 LB0052
 LB0052  HISTORY     - Date     Condition        Report By
 LB0052  HISTORY     - 1934     MONUMENTED       CGS
 LB0052  HISTORY     - 1946     GOOD             CGS
 LB0052  HISTORY     - 20230414 GOOD             MCA
 LB0052
 LB0052                          STATION DESCRIPTION
 LB0052
 LB0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0052'4.2 MI N FROM LOGANSPORT.
 LB0052'4.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB0052'AT LOGANSPORT, 4 RAILS NORTH OF AN EAST-WEST GRAVEL ROAD CROSSING,
 LB0052'IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF CULVERT NUMBER
 LB0052'188.56, 5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.2
 LB0052'FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 0.5
 LB0052'FOOT BELOW THE LEVEL OF THE TRACK.
 LB0052
 LB0052                          STATION RECOVERY (2023)
 LB0052
 LB0052'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2023 (CCM)
 LB0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1165 ***********************************************************************
 LA1165  DESIGNATION -  X 250
 LA1165  PID         -  LA1165
 LA1165  STATE/COUNTY-  IN/HENRY
 LA1165  COUNTRY     -  US
 LA1165  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1165
 LA1165                         *CURRENT SURVEY CONTROL
 LA1165  ______________________________________________________________________
 LA1165* NAD 83(1986) POSITION- 40 01 10.     (N) 085 23 05.     (W)   SCALED
 LA1165* NAVD 88 ORTHO HEIGHT -   319.170 (meters)     1047.14  (feet) ADJUSTED
 LA1165  ______________________________________________________________________
 LA1165  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 LA1165  DYNAMIC HEIGHT  -        318.996 (meters)     1046.57  (feet) COMP
 LA1165  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 LA1165
 LA1165  VERT ORDER      -  SECOND    CLASS 0
 LA1165
 LA1165.The horizontal coordinates were scaled from a map and have
 LA1165.an estimated accuracy of +/- 6 seconds.
 LA1165
 LA1165.The orthometric height was determined by differential leveling and
 LA1165.adjusted by the NATIONAL GEODETIC SURVEY
 LA1165.in June 1991.
 LA1165
 LA1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1165.GEOID18 height accuracy estimate available here.
 LA1165
 LA1165.Click photographs - Photos may exist for this station.
 LA1165
 LA1165.The dynamic height is computed by dividing the NAVD 88
 LA1165.geopotential number by the normal gravity value computed on the
 LA1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1165.degrees latitude (g = 980.6199 gals.).
 LA1165
 LA1165.The modeled gravity was interpolated from observed gravity values.
 LA1165
 LA1165;                    North         East    Units  Estimated Accuracy
 LA1165;SPC IN E     -   529,720.      124,070.      MT  (+/- 180 meters Scaled)
 LA1165
 LA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK378311(NAD 83)
 LA1165
 LA1165                          SUPERSEDED SURVEY CONTROL
 LA1165
 LA1165  NGVD 29 (??/??/92)  319.302  (m)         1047.58   (f) ADJ UNCH    2 0
 LA1165
 LA1165.Superseded values are not recommended for survey control.
 LA1165
 LA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1165.See file dsdata.pdf to determine how the superseded data were derived.
 LA1165
 LA1165_MARKER: DB = BENCH MARK DISK
 LA1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1165_SP_SET: BRIDGE
 LA1165_STAMPING: X 250 1947
 LA1165_MARK LOGO: CGS
 LA1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1165
 LA1165  HISTORY     - Date     Condition        Report By
 LA1165  HISTORY     - 1947     MONUMENTED       CGS
 LA1165
 LA1165                          STATION DESCRIPTION
 LA1165
 LA1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1165'1 MI N FROM MOUNT SUMMIT.
 LA1165'ABOUT 1.05 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 LA1165'OF U.S. HIGHWAY 36 AT MOUNT SUMMIT, ABOUT 0.45 MILE SOUTH OF THE
 LA1165'CROSSROADS AT PUNKINTOWN, AT THE BOTTOM OF A GRADE, IN THE TOP OF
 LA1165'THE SOUTH END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE BRIDGE,
 LA1165'13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 LA1165'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1648 ***********************************************************************
 JZ1648  DESIGNATION -  X 251 RESET
 JZ1648  PID         -  JZ1648
 JZ1648  STATE/COUNTY-  IN/HENRY
 JZ1648  COUNTRY     -  US
 JZ1648  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1648
 JZ1648                         *CURRENT SURVEY CONTROL
 JZ1648  ______________________________________________________________________
 JZ1648* NAD 83(1986) POSITION- 39 53 16.     (N) 085 23 07.     (W)   SCALED
 JZ1648* NAVD 88 ORTHO HEIGHT -   330.68  (meters)     1084.9   (feet) RESET
 JZ1648  ______________________________________________________________________
 JZ1648  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 JZ1648  VERT ORDER      -  THIRD
 JZ1648
 JZ1648.The horizontal coordinates were scaled from a map and have
 JZ1648.an estimated accuracy of +/- 6 seconds.
 JZ1648
 JZ1648.The orthometric height was computed from unverified reset data.
 JZ1648
 JZ1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1648.GEOID18 height accuracy estimate available here.
 JZ1648
 JZ1648.Click photographs - Photos may exist for this station.
 JZ1648
 JZ1648;                    North         East    Units  Estimated Accuracy
 JZ1648;SPC IN E     -   515,100.      124,070.      MT  (+/- 180 meters Scaled)
 JZ1648
 JZ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380165(NAD 83)
 JZ1648
 JZ1648                          SUPERSEDED SURVEY CONTROL
 JZ1648
 JZ1648.No superseded survey control is available for this station.
 JZ1648
 JZ1648_MARKER: DB = BENCH MARK DISK
 JZ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1648_STAMPING: X 251 RESET 1970
 JZ1648_MARK LOGO: CGS
 JZ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1648+STABILITY: SURFACE MOTION
 JZ1648
 JZ1648  HISTORY     - Date     Condition        Report By
 JZ1648  HISTORY     - 1970     MONUMENTED       NGS
 JZ1648
 JZ1648                          STATION DESCRIPTION
 JZ1648
 JZ1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JZ1648'3 MI S FROM NEW CASTLE.
 JZ1648'3.05 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 JZ1648'STATE HIGHWAY 38 AT NEW CASTLE, 2 FEET WEST OF A FENCE, 55 FEET
 JZ1648'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 JZ1648'61 FEET SOUTH OF A POWER POLE, 52 FEET NORTH OF THE CENTERLINE OF
 JZ1648'COUNTY ROAD 300 S, 1 FOOT WEST OF A METAL WITNESS POST, SET IN
 JZ1648'THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1513 ***********************************************************************
 JZ1513  DESIGNATION -  X 252
 JZ1513  PID         -  JZ1513
 JZ1513  STATE/COUNTY-  IN/HENRY
 JZ1513  COUNTRY     -  US
 JZ1513  USGS QUAD   -  LEWISVILLE (2019)
 JZ1513
 JZ1513                         *CURRENT SURVEY CONTROL
 JZ1513  ______________________________________________________________________
 JZ1513* NAD 83(1986) POSITION- 39 48 21.     (N) 085 22 19.     (W)   SCALED
 JZ1513* NAVD 88 ORTHO HEIGHT -   327.744 (meters)     1075.27  (feet) ADJUSTED
 JZ1513  ______________________________________________________________________
 JZ1513  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ1513  DYNAMIC HEIGHT  -        327.555 (meters)     1074.65  (feet) COMP
 JZ1513  MODELED GRAVITY -    980,042.2   (mgal)                       NAVD 88
 JZ1513
 JZ1513  VERT ORDER      -  SECOND    CLASS 0
 JZ1513
 JZ1513.The horizontal coordinates were scaled from a map and have
 JZ1513.an estimated accuracy of +/- 6 seconds.
 JZ1513
 JZ1513.The orthometric height was determined by differential leveling and
 JZ1513.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1513.in June 1991.
 JZ1513
 JZ1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1513.GEOID18 height accuracy estimate available here.
 JZ1513
 JZ1513.Click photographs - Photos may exist for this station.
 JZ1513
 JZ1513.The dynamic height is computed by dividing the NAVD 88
 JZ1513.geopotential number by the normal gravity value computed on the
 JZ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1513.degrees latitude (g = 980.6199 gals.).
 JZ1513
 JZ1513.The modeled gravity was interpolated from observed gravity values.
 JZ1513
 JZ1513;                    North         East    Units  Estimated Accuracy
 JZ1513;SPC IN E     -   506,000.      125,240.      MT  (+/- 180 meters Scaled)
 JZ1513
 JZ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK393074(NAD 83)
 JZ1513
 JZ1513                          SUPERSEDED SURVEY CONTROL
 JZ1513
 JZ1513  NGVD 29 (??/??/92)  327.871  (m)         1075.69   (f) ADJ UNCH    2 0
 JZ1513
 JZ1513.Superseded values are not recommended for survey control.
 JZ1513
 JZ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1513.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1513
 JZ1513_MARKER: DB = BENCH MARK DISK
 JZ1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1513_STAMPING: X 252 1947
 JZ1513_MARK LOGO: CGS
 JZ1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1513+STABILITY: SURFACE MOTION
 JZ1513
 JZ1513  HISTORY     - Date     Condition        Report By
 JZ1513  HISTORY     - 1947     MONUMENTED       CGS
 JZ1513
 JZ1513                          STATION DESCRIPTION
 JZ1513
 JZ1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1513'1 MI W FROM LEWISVILLE.
 JZ1513'ABOUT 1.05 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JZ1513'WITH STATE HIGHWAY 103 AT LEWISVILLE, IN THE SOUTHEAST QUARTER
 JZ1513'OF A NORTH-SOUTH CROSSROAD, 83 FEET SOUTH OF THE CENTER LINE OF
 JZ1513'THE EAST-BOUND TRAFFIC LANE, 22 FEET EAST OF THE CENTER LINE
 JZ1513'OF THE CROSSROAD, 8.5 FEET NORTHEAST OF A LARGE CONCRETE CORNER
 JZ1513'FENCE POST, 1 FOOT NORTHWEST OF A WIRE FENCE LINE, 2 FEET
 JZ1513'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1513'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 JZ1513'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1564 ***********************************************************************
 JZ1564  DESIGNATION -  X 253
 JZ1564  PID         -  JZ1564
 JZ1564  STATE/COUNTY-  IN/RUSH
 JZ1564  COUNTRY     -  US
 JZ1564  USGS QUAD   -  FALMOUTH (2019)
 JZ1564
 JZ1564                         *CURRENT SURVEY CONTROL
 JZ1564  ______________________________________________________________________
 JZ1564* NAD 83(1986) POSITION- 39 42 54.5    (N) 085 18 04.5    (W)   HD_HELD2
 JZ1564* NAVD 88 ORTHO HEIGHT -   315.083 (meters)     1033.73  (feet) ADJUSTED
 JZ1564  ______________________________________________________________________
 JZ1564  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JZ1564  DYNAMIC HEIGHT  -        314.898 (meters)     1033.13  (feet) COMP
 JZ1564  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 JZ1564
 JZ1564  VERT ORDER      -  SECOND    CLASS 0
 JZ1564
 JZ1564.The horizontal coordinates were established by autonomous hand held GPS
 JZ1564.observations and have an estimated accuracy of +/- 10 meters.
 JZ1564
 JZ1564.The orthometric height was determined by differential leveling and
 JZ1564.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1564.in June 1991.
 JZ1564
 JZ1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1564.GEOID18 height accuracy estimate available here.
 JZ1564
 JZ1564.Click photographs - Photos may exist for this station.
 JZ1564
 JZ1564.The dynamic height is computed by dividing the NAVD 88
 JZ1564.geopotential number by the normal gravity value computed on the
 JZ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1564.degrees latitude (g = 980.6199 gals.).
 JZ1564
 JZ1564.The modeled gravity was interpolated from observed gravity values.
 JZ1564
 JZ1564;                    North         East    Units  Estimated Accuracy
 JZ1564;SPC IN E     -   495,954.      131,333.      MT  (+/- 10 meters HH2 GPS)
 JZ1564
 JZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4560997520(NAD 83)
 JZ1564
 JZ1564                          SUPERSEDED SURVEY CONTROL
 JZ1564
 JZ1564  NGVD 29 (??/??/92)  315.214  (m)         1034.16   (f) ADJ UNCH    2 0
 JZ1564
 JZ1564.Superseded values are not recommended for survey control.
 JZ1564
 JZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1564.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1564
 JZ1564_MARKER: DB = BENCH MARK DISK
 JZ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1564_STAMPING: X 253 1947
 JZ1564_MARK LOGO: CGS
 JZ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1564+STABILITY: SURFACE MOTION
 JZ1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1564+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1564
 JZ1564  HISTORY     - Date     Condition        Report By
 JZ1564  HISTORY     - 1947     MONUMENTED       CGS
 JZ1564  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1564  HISTORY     - 20230301 MARK NOT FOUND   INDOT
 JZ1564
 JZ1564                          STATION DESCRIPTION
 JZ1564
 JZ1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1564'1 MI N FROM FALMOUTH.
 JZ1564'ABOUT 1.0 MILE NORTH ALONG THE COUNTY LINE ROAD FROM THE
 JZ1564'CROSSROADS AT FALMOUTH, IN THE SOUTHWEST QUARTER OF A CROSSROAD,
 JZ1564'46 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 19
 JZ1564'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19.5 FEET
 JZ1564'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A WIRE FENCE LINE, 2
 JZ1564'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1564'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 JZ1564'INCHES.
 JZ1564
 JZ1564                          STATION RECOVERY (2005)
 JZ1564
 JZ1564'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1564'RECOVERED IN GOOD CONDITION.
 JZ1564
 JZ1564                          STATION RECOVERY (2023)
 JZ1564
 JZ1564'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AS)
 JZ1564'BROKE AND THE MONUMENT IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1591 ***********************************************************************
 JZ1591  DESIGNATION -  X 254
 JZ1591  PID         -  JZ1591
 JZ1591  STATE/COUNTY-  IN/FAYETTE
 JZ1591  COUNTRY     -  US
 JZ1591  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1591
 JZ1591                         *CURRENT SURVEY CONTROL
 JZ1591  ______________________________________________________________________
 JZ1591* NAD 83(1986) POSITION- 39 42 52.     (N) 085 03 11.     (W)   SCALED
 JZ1591* NAVD 88 ORTHO HEIGHT -   302.521 (meters)      992.52  (feet) ADJUSTED
 JZ1591  ______________________________________________________________________
 JZ1591  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ1591  DYNAMIC HEIGHT  -        302.342 (meters)      991.93  (feet) COMP
 JZ1591  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 JZ1591
 JZ1591  VERT ORDER      -  SECOND    CLASS 0
 JZ1591
 JZ1591.The horizontal coordinates were scaled from a map and have
 JZ1591.an estimated accuracy of +/- 6 seconds.
 JZ1591
 JZ1591.The orthometric height was determined by differential leveling and
 JZ1591.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1591.in June 1991.
 JZ1591
 JZ1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1591.GEOID18 height accuracy estimate available here.
 JZ1591
 JZ1591.Click photographs - Photos may exist for this station.
 JZ1591
 JZ1591.The dynamic height is computed by dividing the NAVD 88
 JZ1591.geopotential number by the normal gravity value computed on the
 JZ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1591.degrees latitude (g = 980.6199 gals.).
 JZ1591
 JZ1591.The modeled gravity was interpolated from observed gravity values.
 JZ1591
 JZ1591;                    North         East    Units  Estimated Accuracy
 JZ1591;SPC IN E     -   495,990.      152,620.      MT  (+/- 180 meters Scaled)
 JZ1591
 JZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668978(NAD 83)
 JZ1591
 JZ1591                          SUPERSEDED SURVEY CONTROL
 JZ1591
 JZ1591  NGVD 29 (??/??/92)  302.661  (m)          992.98   (f) ADJ UNCH    2 0
 JZ1591
 JZ1591.Superseded values are not recommended for survey control.
 JZ1591
 JZ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1591.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1591
 JZ1591_MARKER: DB = BENCH MARK DISK
 JZ1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1591_STAMPING: X 254 1947
 JZ1591_MARK LOGO: CGS
 JZ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1591+STABILITY: SURFACE MOTION
 JZ1591
 JZ1591  HISTORY     - Date     Condition        Report By
 JZ1591  HISTORY     - 1947     MONUMENTED       CGS
 JZ1591
 JZ1591                          STATION DESCRIPTION
 JZ1591
 JZ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1591'4.2 MI N FROM LYONSVILLE.
 JZ1591'ABOUT 4.25 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1591'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, AT THE
 JZ1591'FAYETTE-WAYNE COUNTY LINE CROSSROAD, 24 FEET EAST OF THE CENTER
 JZ1591'LINE OF THE NORTH-SOUTH ROAD, 38 FEET SOUTH OF THE EAST-WEST
 JZ1591'ROAD, 11 FEET SOUTHWEST OF THE CENTER OF A GATE AT A FIELD
 JZ1591'ENTRANCE, 3.5 FEET NORTHEAST OF A FENCE CORNER, 1.4 FEET
 JZ1591'NORTHWEST OF A WIRE FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 JZ1591'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JZ1591'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1591'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1198 ***********************************************************************
 JZ1198  DESIGNATION -  X 255
 JZ1198  PID         -  JZ1198
 JZ1198  STATE/COUNTY-  IN/WAYNE
 JZ1198  COUNTRY     -  US
 JZ1198  USGS QUAD   -  RICHMOND (2019)
 JZ1198
 JZ1198                         *CURRENT SURVEY CONTROL
 JZ1198  ______________________________________________________________________
 JZ1198* NAD 83(1986) POSITION- 39 49 11.     (N) 084 58 10.     (W)   SCALED
 JZ1198* NAVD 88 ORTHO HEIGHT -   326.562 (meters)     1071.40  (feet) ADJUSTED
 JZ1198  ______________________________________________________________________
 JZ1198  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 JZ1198  DYNAMIC HEIGHT  -        326.374 (meters)     1070.78  (feet) COMP
 JZ1198  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 JZ1198
 JZ1198  VERT ORDER      -  SECOND    CLASS 0
 JZ1198
 JZ1198.The horizontal coordinates were scaled from a map and have
 JZ1198.an estimated accuracy of +/- 6 seconds.
 JZ1198
 JZ1198.The orthometric height was determined by differential leveling and
 JZ1198.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1198.in June 1991.
 JZ1198
 JZ1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1198.GEOID18 height accuracy estimate available here.
 JZ1198
 JZ1198.Click photographs - Photos may exist for this station.
 JZ1198
 JZ1198.The dynamic height is computed by dividing the NAVD 88
 JZ1198.geopotential number by the normal gravity value computed on the
 JZ1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1198.degrees latitude (g = 980.6199 gals.).
 JZ1198
 JZ1198.The modeled gravity was interpolated from observed gravity values.
 JZ1198
 JZ1198;                    North         East    Units  Estimated Accuracy
 JZ1198;SPC IN E     -   507,730.      159,690.      MT  (+/- 180 meters Scaled)
 JZ1198
 JZ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK737097(NAD 83)
 JZ1198
 JZ1198                          SUPERSEDED SURVEY CONTROL
 JZ1198
 JZ1198  NGVD 29 (??/??/92)  326.708  (m)         1071.87   (f) ADJ UNCH    2 0
 JZ1198
 JZ1198.Superseded values are not recommended for survey control.
 JZ1198
 JZ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1198.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1198
 JZ1198_MARKER: DB = BENCH MARK DISK
 JZ1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1198_STAMPING: X 255 1947
 JZ1198_MARK LOGO: CGS
 JZ1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1198+STABILITY: SURFACE MOTION
 JZ1198
 JZ1198  HISTORY     - Date     Condition        Report By
 JZ1198  HISTORY     - 1947     MONUMENTED       CGS
 JZ1198
 JZ1198                          STATION DESCRIPTION
 JZ1198
 JZ1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1198'1.4 MI E FROM CENTERVILLE.
 JZ1198'1.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE MAIN STREET
 JZ1198'INTERSECTION AT CENTERVILLE, AT THE ENTRANCE TO RICHMOND
 JZ1198'COMMERCIAL AIRPORT, 47 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 JZ1198'40, 45 FEET EAST OF THE CENTER LINE OF A DRIVEWAY TO THE OFFICE
 JZ1198'BUILDING, 89 FEET NORTH OF THE NORTHEAST CORNER OF THE OFFICE
 JZ1198'BUILDING, 8.5 FEET EAST OF POWER POLE NUMBER 547-977, 2 FEET
 JZ1198'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1198'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ1198'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2423 ***********************************************************************
 JZ2423  DESIGNATION -  X 256
 JZ2423  PID         -  JZ2423
 JZ2423  STATE/COUNTY-  IN/RUSH
 JZ2423  COUNTRY     -  US
 JZ2423  USGS QUAD   -  MANILLA (2019)
 JZ2423
 JZ2423                         *CURRENT SURVEY CONTROL
 JZ2423  ______________________________________________________________________
 JZ2423* NAD 83(1986) POSITION- 39 32 32.     (N) 085 34 44.     (W)   SCALED
 JZ2423* NAVD 88 ORTHO HEIGHT -   274.949 (meters)      902.06  (feet) ADJUSTED
 JZ2423  ______________________________________________________________________
 JZ2423  GEOID HEIGHT    -        -34.049 (meters)                     GEOID18
 JZ2423  DYNAMIC HEIGHT  -        274.784 (meters)      901.52  (feet) COMP
 JZ2423  MODELED GRAVITY -    980,018.6   (mgal)                       NAVD 88
 JZ2423
 JZ2423  VERT ORDER      -  SECOND    CLASS 0
 JZ2423
 JZ2423.The horizontal coordinates were scaled from a map and have
 JZ2423.an estimated accuracy of +/- 6 seconds.
 JZ2423
 JZ2423.The orthometric height was determined by differential leveling and
 JZ2423.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2423.in June 1991.
 JZ2423
 JZ2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2423.GEOID18 height accuracy estimate available here.
 JZ2423
 JZ2423.Click photographs - Photos may exist for this station.
 JZ2423
 JZ2423.The dynamic height is computed by dividing the NAVD 88
 JZ2423.geopotential number by the normal gravity value computed on the
 JZ2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2423.degrees latitude (g = 980.6199 gals.).
 JZ2423
 JZ2423.The modeled gravity was interpolated from observed gravity values.
 JZ2423
 JZ2423;                    North         East    Units  Estimated Accuracy
 JZ2423;SPC IN E     -   476,700.      107,550.      MT  (+/- 180 meters Scaled)
 JZ2423
 JZ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221779(NAD 83)
 JZ2423
 JZ2423                          SUPERSEDED SURVEY CONTROL
 JZ2423
 JZ2423  NGVD 29 (??/??/92)  275.071  (m)          902.46   (f) ADJ UNCH    2 0
 JZ2423
 JZ2423.Superseded values are not recommended for survey control.
 JZ2423
 JZ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2423.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2423
 JZ2423_MARKER: DB = BENCH MARK DISK
 JZ2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2423_STAMPING: X 256 1947
 JZ2423_MARK LOGO: CGS
 JZ2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2423+STABILITY: SURFACE MOTION
 JZ2423
 JZ2423  HISTORY     - Date     Condition        Report By
 JZ2423  HISTORY     - 1947     MONUMENTED       CGS
 JZ2423
 JZ2423                          STATION DESCRIPTION
 JZ2423
 JZ2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2423'2.5 MI S FROM HOMER.
 JZ2423'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 JZ2423'OF THE ARLINGTON ROAD AT HOMER, THENCE ABOUT 2.4 MILES SOUTH
 JZ2423'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF
 JZ2423'A GRAVEL ROAD LEADING WEST, SET ALONG THE WEST RIGHT-OF-WAY
 JZ2423'FENCE AT A LARGE WHITE BARN, 88.5 FEET EAST OF THE SOUTHEAST
 JZ2423'CORNER OF THE BARN, 96.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 JZ2423'OF THE BARN, ABOUT 55 FEET NORTHEAST OF A WELL, 21 FEET SOUTH OF
 JZ2423'THE CENTER LINE OF THE DRIVE TO THE BARN YARD, 15 FEET WEST
 JZ2423'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 JZ2423'WITNESS POST, 1/2-FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ2423'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2306 ***********************************************************************
 JZ2306  DESIGNATION -  X 257
 JZ2306  PID         -  JZ2306
 JZ2306  STATE/COUNTY-  IN/DECATUR
 JZ2306  COUNTRY     -  US
 JZ2306  USGS QUAD   -  ADAMS (2019)
 JZ2306
 JZ2306                         *CURRENT SURVEY CONTROL
 JZ2306  ______________________________________________________________________
 JZ2306* NAD 83(1986) POSITION- 39 23 12.74   (N) 085 30 29.17   (W)   HD_HELD1
 JZ2306* NAVD 88 ORTHO HEIGHT -   284.948 (meters)      934.87  (feet) ADJUSTED
 JZ2306  ______________________________________________________________________
 JZ2306  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 JZ2306  DYNAMIC HEIGHT  -        284.771 (meters)      934.29  (feet) COMP
 JZ2306  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JZ2306
 JZ2306  VERT ORDER      -  SECOND    CLASS 0
 JZ2306
 JZ2306.The horizontal coordinates were determined by differentially corrected
 JZ2306.hand held GPS observations or other comparable positioning techniques
 JZ2306.and have an estimated accuracy of +/- 3 meters.
 JZ2306
 JZ2306.The orthometric height was determined by differential leveling and
 JZ2306.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2306.in June 1991.
 JZ2306
 JZ2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2306.GEOID18 height accuracy estimate available here.
 JZ2306
 JZ2306.Click photographs - Photos may exist for this station.
 JZ2306
 JZ2306.The dynamic height is computed by dividing the NAVD 88
 JZ2306.geopotential number by the normal gravity value computed on the
 JZ2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2306.degrees latitude (g = 980.6199 gals.).
 JZ2306
 JZ2306.The modeled gravity was interpolated from observed gravity values.
 JZ2306
 JZ2306;                    North         East    Units  Estimated Accuracy
 JZ2306;SPC IN E     -   459,457.1     113,660.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2306
 JZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2848260771(NAD 83)
 JZ2306
 JZ2306                          SUPERSEDED SURVEY CONTROL
 JZ2306
 JZ2306  NGVD 29 (??/??/92)  285.076  (m)          935.29   (f) ADJ UNCH    2 0
 JZ2306
 JZ2306.Superseded values are not recommended for survey control.
 JZ2306
 JZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2306.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2306
 JZ2306_MARKER: DB = BENCH MARK DISK
 JZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2306_STAMPING: X 257 1947
 JZ2306_MARK LOGO: CGS
 JZ2306_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2306+STABILITY: SURFACE MOTION
 JZ2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2306+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 JZ2306
 JZ2306  HISTORY     - Date     Condition        Report By
 JZ2306  HISTORY     - 1947     MONUMENTED       CGS
 JZ2306  HISTORY     - 20131118 GOOD             GEOCAC
 JZ2306  HISTORY     - 20221103 GOOD             INDOT
 JZ2306
 JZ2306                          STATION DESCRIPTION
 JZ2306
 JZ2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2306'4 MI SW FROM SANDUSKY.
 JZ2306'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SCHOOL
 JZ2306'AT SANDUSKY, THENCE ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD
 JZ2306'AND 0.6 MILE SOUTH ALONG A BLACK TOP ROAD, 106 FEET SOUTHEAST
 JZ2306'OF THE SOUTHEAST CORNER OF A 1-STORY FARM HOUSE, 152 FEET SOUTH
 JZ2306'OF THE CENTER LINE OF THE DRIVE WAY TO THE HOUSE, 14 FEET
 JZ2306'WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF A POWER
 JZ2306'POLE AND IN LINE WITH THE ROW OF POLES, 15 FEET SOUTHEAST OF A
 JZ2306'FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 2 FEET NORTH
 JZ2306'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JZ2306'POST PROJECTING 4 INCHES.
 JZ2306
 JZ2306                          STATION RECOVERY (2013)
 JZ2306
 JZ2306'RECOVERY NOTE BY GEOCACHING 2013 (JRR)
 JZ2306'FOUND IN GOOD CONDITION ON N COUNTY ROAD 150 W IN FRONT OF AN
 JZ2306'ABANDONED HOUSE.
 JZ2306
 JZ2306                          STATION RECOVERY (2022)
 JZ2306
 JZ2306'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2306'WOOD WITNESS POST AND FENCE ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1748 ***********************************************************************
 JZ1748  DESIGNATION -  X 258
 JZ1748  PID         -  JZ1748
 JZ1748  STATE/COUNTY-  IN/RUSH
 JZ1748  COUNTRY     -  US
 JZ1748  USGS QUAD   -  RUSHVILLE (2019)
 JZ1748
 JZ1748                         *CURRENT SURVEY CONTROL
 JZ1748  ______________________________________________________________________
 JZ1748* NAD 83(1986) POSITION- 39 31 27.49   (N) 085 26 35.88   (W)   HD_HELD1
 JZ1748* NAVD 88 ORTHO HEIGHT -   302.185 (meters)      991.42  (feet) ADJUSTED
 JZ1748  ______________________________________________________________________
 JZ1748  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 JZ1748  DYNAMIC HEIGHT  -        302.001 (meters)      990.81  (feet) COMP
 JZ1748  MODELED GRAVITY -    980,011.1   (mgal)                       NAVD 88
 JZ1748
 JZ1748  VERT ORDER      -  SECOND    CLASS 0
 JZ1748
 JZ1748.The horizontal coordinates were determined by differentially corrected
 JZ1748.hand held GPS observations or other comparable positioning techniques
 JZ1748.and have an estimated accuracy of +/- 3 meters.
 JZ1748
 JZ1748.The orthometric height was determined by differential leveling and
 JZ1748.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1748.in June 1991.
 JZ1748
 JZ1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1748.GEOID18 height accuracy estimate available here.
 JZ1748
 JZ1748.Click photographs - Photos may exist for this station.
 JZ1748
 JZ1748.The dynamic height is computed by dividing the NAVD 88
 JZ1748.geopotential number by the normal gravity value computed on the
 JZ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1748.degrees latitude (g = 980.6199 gals.).
 JZ1748
 JZ1748.The modeled gravity was interpolated from observed gravity values.
 JZ1748
 JZ1748;                    North         East    Units  Estimated Accuracy
 JZ1748;SPC IN E     -   474,726.5     119,205.2     MT  (+/- 3 meters HH1 GPS) 
 JZ1748
 JZ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3380076118(NAD 83)
 JZ1748
 JZ1748                          SUPERSEDED SURVEY CONTROL
 JZ1748
 JZ1748  NGVD 29 (??/??/92)  302.313  (m)          991.84   (f) ADJ UNCH    2 0
 JZ1748
 JZ1748.Superseded values are not recommended for survey control.
 JZ1748
 JZ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1748.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1748
 JZ1748_MARKER: DB = BENCH MARK DISK
 JZ1748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1748_SP_SET: CULVERT HEADWALL
 JZ1748_STAMPING: X 258 1947
 JZ1748_MARK LOGO: CGS
 JZ1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1748+STABILITY: SURFACE MOTION
 JZ1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1748+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 JZ1748
 JZ1748  HISTORY     - Date     Condition        Report By
 JZ1748  HISTORY     - 1947     MONUMENTED       CGS
 JZ1748  HISTORY     - 20051119 GOOD             INDIV
 JZ1748
 JZ1748                          STATION DESCRIPTION
 JZ1748
 JZ1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1748'3.6 MI N FROM MILROY.
 JZ1748'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1748'NATIONAL BANK AT MILROY, THENCE ABOUT 2.25 MILES NORTH ALONG
 JZ1748'STATE HIGHWAY 3, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD,
 JZ1748'AT THE INTERSECTION OF A NORTH-SOUTH BLACK TOP ROAD, SET IN THE
 JZ1748'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 14-INCH
 JZ1748'CONCRETE PIPE CULVERT UNDER THE BLACK TOP ROAD, 24 FEET SOUTH
 JZ1748'OF THE CENTER LINE OF THE EAST-WEST ROAD, 12 FEET WEST OF THE
 JZ1748'CENTER LINE OF THE BLACK TOP ROAD, ABOUT 50 FEET NORTHEAST OF
 JZ1748'THE NORTHEAST CORNER OF AN ABANDONED BRICK SCHOOL BUILDING AND
 JZ1748'ABOUT LEVEL WITH THE INTERSECTION.
 JZ1748
 JZ1748                          STATION RECOVERY (2005)
 JZ1748
 JZ1748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKN)
 JZ1748'ABANDONED BRICK SCHOOL BUILDING IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1767 ***********************************************************************
 JZ1767  DESIGNATION -  X 259
 JZ1767  PID         -  JZ1767
 JZ1767  STATE/COUNTY-  IN/RUSH
 JZ1767  COUNTRY     -  US
 JZ1767  USGS QUAD   -  NEW SALEM (2019)
 JZ1767
 JZ1767                         *CURRENT SURVEY CONTROL
 JZ1767  ______________________________________________________________________
 JZ1767* NAD 83(1986) POSITION- 39 31 57.     (N) 085 17 53.     (W)   SCALED
 JZ1767* NAVD 88 ORTHO HEIGHT -   323.944 (meters)     1062.81  (feet) ADJUSTED
 JZ1767  ______________________________________________________________________
 JZ1767  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 JZ1767  DYNAMIC HEIGHT  -        323.746 (meters)     1062.16  (feet) COMP
 JZ1767  MODELED GRAVITY -    980,006.0   (mgal)                       NAVD 88
 JZ1767
 JZ1767  VERT ORDER      -  SECOND    CLASS 0
 JZ1767
 JZ1767.The horizontal coordinates were scaled from a map and have
 JZ1767.an estimated accuracy of +/- 6 seconds.
 JZ1767
 JZ1767.The orthometric height was determined by differential leveling and
 JZ1767.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1767.in June 1991.
 JZ1767
 JZ1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1767.GEOID18 height accuracy estimate available here.
 JZ1767
 JZ1767.Click photographs - Photos may exist for this station.
 JZ1767
 JZ1767.The dynamic height is computed by dividing the NAVD 88
 JZ1767.geopotential number by the normal gravity value computed on the
 JZ1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1767.degrees latitude (g = 980.6199 gals.).
 JZ1767
 JZ1767.The modeled gravity was interpolated from observed gravity values.
 JZ1767
 JZ1767;                    North         East    Units  Estimated Accuracy
 JZ1767;SPC IN E     -   475,680.      131,690.      MT  (+/- 180 meters Scaled)
 JZ1767
 JZ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ462772(NAD 83)
 JZ1767
 JZ1767                          SUPERSEDED SURVEY CONTROL
 JZ1767
 JZ1767  NGVD 29 (??/??/92)  324.076  (m)         1063.24   (f) ADJ UNCH    2 0
 JZ1767
 JZ1767.Superseded values are not recommended for survey control.
 JZ1767
 JZ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1767.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1767
 JZ1767_MARKER: DB = BENCH MARK DISK
 JZ1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1767_STAMPING: X 259 1947
 JZ1767_MARK LOGO: CGS
 JZ1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1767+STABILITY: SURFACE MOTION
 JZ1767
 JZ1767  HISTORY     - Date     Condition        Report By
 JZ1767  HISTORY     - 1947     MONUMENTED       CGS
 JZ1767
 JZ1767                          STATION DESCRIPTION
 JZ1767
 JZ1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1767'3.6 MI S FROM ORANGE.
 JZ1767'ABOUT 3.6 MILES SOUTH ALONG THE FAYETTE-RUSH COUNTY LINE ROAD FROM
 JZ1767'THE CHRISTIAN CHURCH AT ORANGE, ABOUT 55 YARDS SOUTHWEST AND
 JZ1767'ACROSS THE ROAD FROM LEE TAYLORS FARM HOUSE, 44 FEET WEST-SOUTHWEST
 JZ1767'AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A FRAME CAR
 JZ1767'GARAGE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.5 FEET
 JZ1767'SOUTHEAST OF AN 18-INCH ASH TREE, 3 FEET SOUTH OF A T FENCE
 JZ1767'CORNER POST, 1.5 FEET EAST OF THE FENCE LINE, 3 FEET NORTH OF A
 JZ1767'WHITE WOODEN WITNESS POST ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 JZ1767'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 JZ1767'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 JZ1767'244 AT ANDERSONVILLE BY GOING ABOUT 0.8 MILE NORTHWEST ALONG
 JZ1767'U.S. HIGHWAY 52, THENCE ABOUT 2.15 MILES NORTH ALONG THE
 JZ1767'RUSH-FRANKLIN COUNTY LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2282 ***********************************************************************
 JZ2282  DESIGNATION -  X 260
 JZ2282  PID         -  JZ2282
 JZ2282  STATE/COUNTY-  IN/DECATUR
 JZ2282  COUNTRY     -  US
 JZ2282  USGS QUAD   -  FOREST HILL (2019)
 JZ2282
 JZ2282                         *CURRENT SURVEY CONTROL
 JZ2282  ______________________________________________________________________
 JZ2282* NAD 83(1986) POSITION- 39 21 47.     (N) 085 33 02.     (W)   SCALED
 JZ2282* NAVD 88 ORTHO HEIGHT -   272.890 (meters)      895.31  (feet) ADJUSTED
 JZ2282  ______________________________________________________________________
 JZ2282  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ2282  DYNAMIC HEIGHT  -        272.721 (meters)      894.75  (feet) COMP
 JZ2282  MODELED GRAVITY -    980,000.5   (mgal)                       NAVD 88
 JZ2282
 JZ2282  VERT ORDER      -  SECOND    CLASS 0
 JZ2282
 JZ2282.The horizontal coordinates were scaled from a map and have
 JZ2282.an estimated accuracy of +/- 6 seconds.
 JZ2282
 JZ2282.The orthometric height was determined by differential leveling and
 JZ2282.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2282.in June 1991.
 JZ2282
 JZ2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2282.GEOID18 height accuracy estimate available here.
 JZ2282
 JZ2282.Click photographs - Photos may exist for this station.
 JZ2282
 JZ2282.The dynamic height is computed by dividing the NAVD 88
 JZ2282.geopotential number by the normal gravity value computed on the
 JZ2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2282.degrees latitude (g = 980.6199 gals.).
 JZ2282
 JZ2282.The modeled gravity was interpolated from observed gravity values.
 JZ2282
 JZ2282;                    North         East    Units  Estimated Accuracy
 JZ2282;SPC IN E     -   456,810.      110,010.      MT  (+/- 180 meters Scaled)
 JZ2282
 JZ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ248580(NAD 83)
 JZ2282
 JZ2282                          SUPERSEDED SURVEY CONTROL
 JZ2282
 JZ2282  NGVD 29 (??/??/92)  273.010  (m)          895.70   (f) ADJ UNCH    2 0
 JZ2282
 JZ2282.Superseded values are not recommended for survey control.
 JZ2282
 JZ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2282.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2282
 JZ2282_MARKER: DB = BENCH MARK DISK
 JZ2282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2282_SP_SET: BRIDGE
 JZ2282_STAMPING: X 260 1947
 JZ2282_MARK LOGO: CGS
 JZ2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2282
 JZ2282  HISTORY     - Date     Condition        Report By
 JZ2282  HISTORY     - 1947     MONUMENTED       CGS
 JZ2282
 JZ2282                          STATION DESCRIPTION
 JZ2282
 JZ2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2282'1.6 MI SE FROM ADAMS.
 JZ2282'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ2282'THE STATION AT ADAMS, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL
 JZ2282'ROAD, ABOUT 250 FEET NORTH OF THE JUNCTION OF AN EAST-WEST BLACK
 JZ2282'TOP ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST RAILING
 JZ2282'OF A 20-FOOT CONCRETE BRIDGE OVER CLIFTY CREEK, 10 FEET EAST
 JZ2282'OF THE CENTER LINE OF THE ROAD, 7.5 FEET SOUTH OF THE NORTH END
 JZ2282'OF THE RAILING AND ABOUT 3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1990 ***********************************************************************
 JZ1990  DESIGNATION -  X 261
 JZ1990  PID         -  JZ1990
 JZ1990  STATE/COUNTY-  IN/FRANKLIN
 JZ1990  COUNTRY     -  US
 JZ1990  USGS QUAD   -  BATESVILLE (2019)
 JZ1990
 JZ1990                         *CURRENT SURVEY CONTROL
 JZ1990  ______________________________________________________________________
 JZ1990* NAD 83(1986) POSITION- 39 18 36.     (N) 085 12 54.     (W)   SCALED
 JZ1990* NAVD 88 ORTHO HEIGHT -   295.582 (meters)      969.76  (feet) ADJUSTED
 JZ1990  ______________________________________________________________________
 JZ1990  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ1990  DYNAMIC HEIGHT  -        295.398 (meters)      969.15  (feet) COMP
 JZ1990  MODELED GRAVITY -    979,996.3   (mgal)                       NAVD 88
 JZ1990
 JZ1990  VERT ORDER      -  SECOND    CLASS 0
 JZ1990
 JZ1990.The horizontal coordinates were scaled from a map and have
 JZ1990.an estimated accuracy of +/- 6 seconds.
 JZ1990
 JZ1990.The orthometric height was determined by differential leveling and
 JZ1990.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1990.in June 1991.
 JZ1990
 JZ1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1990.GEOID18 height accuracy estimate available here.
 JZ1990
 JZ1990.Click photographs - Photos may exist for this station.
 JZ1990
 JZ1990.The dynamic height is computed by dividing the NAVD 88
 JZ1990.geopotential number by the normal gravity value computed on the
 JZ1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1990.degrees latitude (g = 980.6199 gals.).
 JZ1990
 JZ1990.The modeled gravity was interpolated from observed gravity values.
 JZ1990
 JZ1990;                    North         East    Units  Estimated Accuracy
 JZ1990;SPC IN E     -   451,010.      138,950.      MT  (+/- 180 meters Scaled)
 JZ1990
 JZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ538526(NAD 83)
 JZ1990
 JZ1990                          SUPERSEDED SURVEY CONTROL
 JZ1990
 JZ1990  NGVD 29 (??/??/92)  295.728  (m)          970.23   (f) ADJ UNCH    2 0
 JZ1990
 JZ1990.Superseded values are not recommended for survey control.
 JZ1990
 JZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1990.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1990
 JZ1990_MARKER: DB = BENCH MARK DISK
 JZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1990_STAMPING: X 261 1947
 JZ1990_MARK LOGO: CGS
 JZ1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1990+STABILITY: SURFACE MOTION
 JZ1990
 JZ1990  HISTORY     - Date     Condition        Report By
 JZ1990  HISTORY     - 1947     MONUMENTED       CGS
 JZ1990
 JZ1990                          STATION DESCRIPTION
 JZ1990
 JZ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1990'1 MI N FROM BATESVILLE.
 JZ1990'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 229 FROM THE POST OFFICE
 JZ1990'AT BATESVILLE, ABOUT 0.35 MILE NORTH OF THE INTERSECTION OF
 JZ1990'STATE HIGHWAY 46, ABOUT 0.1 MILE NORTH OF THE RIPLEY-FRANKLIN
 JZ1990'COUNTY LINE, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST
 JZ1990'AND A CURVE IN THE HIGHWAY WITH TANGENTS NORTHEAST AND SOUTH, 27
 JZ1990'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24.5 FEET
 JZ1990'NORTHEAST OF THE NORTHEAST GATE POST AT A PASTURE ENTRANCE, 95
 JZ1990'FEET SOUTHWEST OF POWER POLE NO. 250-819, 4 FEET NORTHEAST OF
 JZ1990'A CABLE LINE BRACE POLE, 15 FEET NORTHWEST OF THE CENTER LINE
 JZ1990'OF THE ROAD SOUTHWEST, 1.5 FEET SOUTHEAST OF THE FENCE LINE,
 JZ1990'3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1990'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1990'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1801 ***********************************************************************
 JZ1801  DESIGNATION -  X 262
 JZ1801  PID         -  JZ1801
 JZ1801  STATE/COUNTY-  IN/FRANKLIN
 JZ1801  COUNTRY     -  US
 JZ1801  USGS QUAD   -  EVERTON (2019)
 JZ1801
 JZ1801                         *CURRENT SURVEY CONTROL
 JZ1801  ______________________________________________________________________
 JZ1801* NAD 83(1986) POSITION- 39 31 10.     (N) 085 07 13.     (W)   SCALED
 JZ1801* NAVD 88 ORTHO HEIGHT -   303.811 (meters)      996.75  (feet) ADJUSTED
 JZ1801  ______________________________________________________________________
 JZ1801  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 JZ1801  DYNAMIC HEIGHT  -        303.624 (meters)      996.14  (feet) COMP
 JZ1801  MODELED GRAVITY -    980,005.4   (mgal)                       NAVD 88
 JZ1801
 JZ1801  VERT ORDER      -  SECOND    CLASS 0
 JZ1801
 JZ1801.The horizontal coordinates were scaled from a map and have
 JZ1801.an estimated accuracy of +/- 6 seconds.
 JZ1801
 JZ1801.The orthometric height was determined by differential leveling and
 JZ1801.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1801.in June 1991.
 JZ1801
 JZ1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1801.GEOID18 height accuracy estimate available here.
 JZ1801
 JZ1801.Click photographs - Photos may exist for this station.
 JZ1801
 JZ1801.The dynamic height is computed by dividing the NAVD 88
 JZ1801.geopotential number by the normal gravity value computed on the
 JZ1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1801.degrees latitude (g = 980.6199 gals.).
 JZ1801
 JZ1801.The modeled gravity was interpolated from observed gravity values.
 JZ1801
 JZ1801;                    North         East    Units  Estimated Accuracy
 JZ1801;SPC IN E     -   474,310.      146,980.      MT  (+/- 180 meters Scaled)
 JZ1801
 JZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ615761(NAD 83)
 JZ1801
 JZ1801                          SUPERSEDED SURVEY CONTROL
 JZ1801
 JZ1801  NGVD 29 (??/??/92)  303.957  (m)          997.23   (f) ADJ UNCH    2 0
 JZ1801
 JZ1801.Superseded values are not recommended for survey control.
 JZ1801
 JZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1801.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1801
 JZ1801_MARKER: DB = BENCH MARK DISK
 JZ1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1801_STAMPING: X 262 1947
 JZ1801_MARK LOGO: CGS
 JZ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1801+STABILITY: SURFACE MOTION
 JZ1801
 JZ1801  HISTORY     - Date     Condition        Report By
 JZ1801  HISTORY     - 1947     MONUMENTED       CGS
 JZ1801
 JZ1801                          STATION DESCRIPTION
 JZ1801
 JZ1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1801'5 MI E FROM LAUREL.
 JZ1801'ABOUT 4.95 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JZ1801'MAIN CROSSROADS AT LAUREL, IN THE NORTHWEST QUARTER OF THE
 JZ1801'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 82 FEET SOUTHWEST AND
 JZ1801'ACROSS THE NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A
 JZ1801'1-STORY FARM HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 JZ1801'NORTH-SOUTH ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 JZ1801'EAST-WEST ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER POST, 2.5 FEET
 JZ1801'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 JZ1801'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1801'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2055 ***********************************************************************
 JZ2055  DESIGNATION -  X 263
 JZ2055  PID         -  JZ2055
 JZ2055  STATE/COUNTY-  IN/DEARBORN
 JZ2055  COUNTRY     -  US
 JZ2055  USGS QUAD   -  SPADES (2019)
 JZ2055
 JZ2055                         *CURRENT SURVEY CONTROL
 JZ2055  ______________________________________________________________________
 JZ2055* NAD 83(1986) POSITION- 39 16 40.13   (N) 085 02 20.47   (W)   HD_HELD1
 JZ2055* NAVD 88 ORTHO HEIGHT -   293.125 (meters)      961.69  (feet) ADJUSTED
 JZ2055  ______________________________________________________________________
 JZ2055  GEOID HEIGHT    -        -34.015 (meters)                     GEOID18
 JZ2055  DYNAMIC HEIGHT  -        292.941 (meters)      961.09  (feet) COMP
 JZ2055  MODELED GRAVITY -    979,992.3   (mgal)                       NAVD 88
 JZ2055
 JZ2055  VERT ORDER      -  FIRST     CLASS II
 JZ2055
 JZ2055.The horizontal coordinates were determined by differentially corrected
 JZ2055.hand held GPS observations or other comparable positioning techniques
 JZ2055.and have an estimated accuracy of +/- 3 meters.
 JZ2055
 JZ2055.The orthometric height was determined by differential leveling and
 JZ2055.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2055.in June 1991.
 JZ2055
 JZ2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2055.GEOID18 height accuracy estimate available here.
 JZ2055
 JZ2055.Click photographs - Photos may exist for this station.
 JZ2055
 JZ2055.The dynamic height is computed by dividing the NAVD 88
 JZ2055.geopotential number by the normal gravity value computed on the
 JZ2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2055.degrees latitude (g = 980.6199 gals.).
 JZ2055
 JZ2055.The modeled gravity was interpolated from observed gravity values.
 JZ2055
 JZ2055;                    North         East    Units  Estimated Accuracy
 JZ2055;SPC IN E     -   447,525.4     154,156.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2055
 JZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6914549439(NAD 83)
 JZ2055
 JZ2055                          SUPERSEDED SURVEY CONTROL
 JZ2055
 JZ2055  NGVD 29 (??/??/92)  293.308  (m)          962.29   (f) ADJ UNCH    1 2
 JZ2055
 JZ2055.Superseded values are not recommended for survey control.
 JZ2055
 JZ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2055.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2055
 JZ2055_MARKER: DB = BENCH MARK DISK
 JZ2055_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ2055_SP_SET: CULVERT WINGWALL
 JZ2055_STAMPING: X 263 1947
 JZ2055_MARK LOGO: CGS
 JZ2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2055+STABILITY: SURFACE MOTION
 JZ2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2055+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2023
 JZ2055
 JZ2055  HISTORY     - Date     Condition        Report By
 JZ2055  HISTORY     - 1947     MONUMENTED       CGS
 JZ2055  HISTORY     - 1986     GOOD             NGS
 JZ2055  HISTORY     - 20230418 GOOD             INDOT
 JZ2055
 JZ2055                          STATION DESCRIPTION
 JZ2055
 JZ2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2055'AT LAWRENCEVILLE.
 JZ2055'AT LAWRENCEVILLE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 JZ2055'OF STATE HIGHWAY 46 AND A NORTH-SOUTH BLACK TOP ROAD, 108 FEET
 JZ2055'EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 27 FEET SOUTH OF
 JZ2055'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 JZ2055'WING WALL OF AN 18-FOOT CONCRETE CULVERT OVER THE EAST FORK
 JZ2055'OF TANNERS CREEK, AND ABOUT 2.5 FEET BELOW THE HIGHWAY.
 JZ2055
 JZ2055                          STATION RECOVERY (1986)
 JZ2055
 JZ2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2055'RECOVERED IN GOOD CONDITION.
 JZ2055
 JZ2055                          STATION RECOVERY (2023)
 JZ2055
 JZ2055'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ2055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2026 ***********************************************************************
 JZ2026  DESIGNATION -  X 264
 JZ2026  PID         -  JZ2026
 JZ2026  STATE/COUNTY-  IN/FRANKLIN
 JZ2026  COUNTRY     -  US
 JZ2026  USGS QUAD   -  SPADES (2019)
 JZ2026
 JZ2026                         *CURRENT SURVEY CONTROL
 JZ2026  ______________________________________________________________________
 JZ2026* NAD 83(1986) POSITION- 39 19 30.     (N) 085 04 33.     (W)   SCALED
 JZ2026* NAVD 88 ORTHO HEIGHT -   299.796 (meters)      983.58  (feet) ADJUSTED
 JZ2026  ______________________________________________________________________
 JZ2026  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 JZ2026  DYNAMIC HEIGHT  -        299.609 (meters)      982.97  (feet) COMP
 JZ2026  MODELED GRAVITY -    979,993.6   (mgal)                       NAVD 88
 JZ2026
 JZ2026  VERT ORDER      -  SECOND    CLASS 0
 JZ2026
 JZ2026.The horizontal coordinates were scaled from a map and have
 JZ2026.an estimated accuracy of +/- 6 seconds.
 JZ2026
 JZ2026.The orthometric height was determined by differential leveling and
 JZ2026.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2026.in June 1991.
 JZ2026
 JZ2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2026.GEOID18 height accuracy estimate available here.
 JZ2026
 JZ2026.Click photographs - Photos may exist for this station.
 JZ2026
 JZ2026.The dynamic height is computed by dividing the NAVD 88
 JZ2026.geopotential number by the normal gravity value computed on the
 JZ2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2026.degrees latitude (g = 980.6199 gals.).
 JZ2026
 JZ2026.The modeled gravity was interpolated from observed gravity values.
 JZ2026
 JZ2026;                    North         East    Units  Estimated Accuracy
 JZ2026;SPC IN E     -   452,740.      150,950.      MT  (+/- 180 meters Scaled)
 JZ2026
 JZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ658546(NAD 83)
 JZ2026
 JZ2026                          SUPERSEDED SURVEY CONTROL
 JZ2026
 JZ2026  NGVD 29 (??/??/92)  299.969  (m)          984.15   (f) ADJ UNCH    2 0
 JZ2026
 JZ2026.Superseded values are not recommended for survey control.
 JZ2026
 JZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2026.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2026
 JZ2026_MARKER: DB = BENCH MARK DISK
 JZ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2026_STAMPING: X 264 1947
 JZ2026_MARK LOGO: CGS
 JZ2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2026+STABILITY: SURFACE MOTION
 JZ2026
 JZ2026  HISTORY     - Date     Condition        Report By
 JZ2026  HISTORY     - 1947     MONUMENTED       CGS
 JZ2026
 JZ2026                          STATION DESCRIPTION
 JZ2026
 JZ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2026'2.6 MI W FROM ST PETER.
 JZ2026'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JZ2026'CATHOLIC CHURCH AT ST. PETER, IN THE SOUTHWEST QUARTER OF A
 JZ2026'CROSS ROAD, 19.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 JZ2026'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JZ2026'4.5 FEET WEST OF A TELEPHONE POLE AND FENCE CORNER, 1 FOOT NORTH
 JZ2026'OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2026'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2026'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1259 ***********************************************************************
 JZ1259  DESIGNATION -  X 265
 JZ1259  PID         -  JZ1259
 JZ1259  STATE/COUNTY-  IN/FRANKLIN
 JZ1259  COUNTRY     -  US
 JZ1259  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1259
 JZ1259                         *CURRENT SURVEY CONTROL
 JZ1259  ______________________________________________________________________
 JZ1259* NAD 83(1986) POSITION- 39 31 02.     (N) 084 58 17.     (W)   SCALED
 JZ1259* NAVD 88 ORTHO HEIGHT -   283.475 (meters)      930.03  (feet) ADJUSTED
 JZ1259  ______________________________________________________________________
 JZ1259  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 JZ1259  DYNAMIC HEIGHT  -        283.307 (meters)      929.48  (feet) COMP
 JZ1259  MODELED GRAVITY -    980,028.7   (mgal)                       NAVD 88
 JZ1259
 JZ1259  VERT ORDER      -  SECOND    CLASS 0
 JZ1259
 JZ1259.The horizontal coordinates were scaled from a map and have
 JZ1259.an estimated accuracy of +/- 6 seconds.
 JZ1259
 JZ1259.The orthometric height was determined by differential leveling and
 JZ1259.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1259.in June 1991.
 JZ1259
 JZ1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1259.GEOID18 height accuracy estimate available here.
 JZ1259
 JZ1259.Click photographs - Photos may exist for this station.
 JZ1259
 JZ1259.The dynamic height is computed by dividing the NAVD 88
 JZ1259.geopotential number by the normal gravity value computed on the
 JZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1259.degrees latitude (g = 980.6199 gals.).
 JZ1259
 JZ1259.The modeled gravity was interpolated from observed gravity values.
 JZ1259
 JZ1259;                    North         East    Units  Estimated Accuracy
 JZ1259;SPC IN E     -   474,150.      159,790.      MT  (+/- 180 meters Scaled)
 JZ1259
 JZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ743761(NAD 83)
 JZ1259
 JZ1259                          SUPERSEDED SURVEY CONTROL
 JZ1259
 JZ1259  NGVD 29 (??/??/92)  283.640  (m)          930.58   (f) ADJ UNCH    2 0
 JZ1259
 JZ1259.Superseded values are not recommended for survey control.
 JZ1259
 JZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1259.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1259
 JZ1259_MARKER: DB = BENCH MARK DISK
 JZ1259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1259_SP_SET: CULVERT HEADWALL
 JZ1259_STAMPING: X 265 1947
 JZ1259_MARK LOGO: CGS
 JZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1259+STABILITY: SURFACE MOTION
 JZ1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1259+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 JZ1259
 JZ1259  HISTORY     - Date     Condition        Report By
 JZ1259  HISTORY     - 1947     MONUMENTED       CGS
 JZ1259  HISTORY     - 20050325 GOOD             DJR
 JZ1259
 JZ1259                          STATION DESCRIPTION
 JZ1259
 JZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1259'1.3 MI E FROM FAIRFIELD.
 JZ1259'1.3 MILES EAST ALONG A WINDING GRAVEL ROAD FROM THE VILLAGE
 JZ1259'PARK AT FAIRFIELD, ABOUT 0.95 MILE EAST OF THE INTERSECTION OF
 JZ1259'STATE HIGHWAY 101, ABOUT 30 YARDS NORTHEAST OF A 2-STORY WHITE
 JZ1259'FARM HOUSE, SET IN THE TOP OF THE EAST END OF THE 12-FOOT CONCRETE
 JZ1259'HEAD WALL OF A 20-INCH CORRUGATED STEEL PIPE CULVERT, 12 FEET
 JZ1259'SOUTH OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE ROAD.
 JZ1259
 JZ1259                          STATION RECOVERY (2005)
 JZ1259
 JZ1259'RECOVERY NOTE BY D J RENSING 2005 (MDW)
 JZ1259'LOCATED ON THE SOUTH SIDE OF BATH ROAD, 1.2 MILES WEST OF INDIANA
 JZ1259'STATE ROUTE 101, JUST EAST OF A 2 STORY FRAME HOUSE NUMBER 9046, SET
 JZ1259'IN THE TOP EAST END OF A CONCRETE HEADWALL, 12 FEET SOUTH OF THE
 JZ1259'CENTER OF BATH ROAD, AND 1.5 FEET ABOVE ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2281 ***********************************************************************
 JZ2281  DESIGNATION -  X 266
 JZ2281  PID         -  JZ2281
 JZ2281  STATE/COUNTY-  IN/DECATUR
 JZ2281  COUNTRY     -  US
 JZ2281  USGS QUAD   -  HARTSVILLE (2019)
 JZ2281
 JZ2281                         *CURRENT SURVEY CONTROL
 JZ2281  ______________________________________________________________________
 JZ2281* NAD 83(1986) POSITION- 39 17 50.     (N) 085 38 26.     (W)   SCALED
 JZ2281* NAVD 88 ORTHO HEIGHT -   250.261 (meters)      821.06  (feet) ADJUSTED
 JZ2281  ______________________________________________________________________
 JZ2281  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 JZ2281  DYNAMIC HEIGHT  -        250.106 (meters)      820.56  (feet) COMP
 JZ2281  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JZ2281
 JZ2281  VERT ORDER      -  SECOND    CLASS 0
 JZ2281
 JZ2281.The horizontal coordinates were scaled from a map and have
 JZ2281.an estimated accuracy of +/- 6 seconds.
 JZ2281
 JZ2281.The orthometric height was determined by differential leveling and
 JZ2281.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2281.in June 1991.
 JZ2281
 JZ2281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2281.GEOID18 height accuracy estimate available here.
 JZ2281
 JZ2281.Click photographs - Photos may exist for this station.
 JZ2281
 JZ2281.The dynamic height is computed by dividing the NAVD 88
 JZ2281.geopotential number by the normal gravity value computed on the
 JZ2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2281.degrees latitude (g = 980.6199 gals.).
 JZ2281
 JZ2281.The modeled gravity was interpolated from observed gravity values.
 JZ2281
 JZ2281;                    North         East    Units  Estimated Accuracy
 JZ2281;SPC IN E     -   449,490.      102,250.      MT  (+/- 180 meters Scaled)
 JZ2281
 JZ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ172506(NAD 83)
 JZ2281
 JZ2281                          SUPERSEDED SURVEY CONTROL
 JZ2281
 JZ2281  NGVD 29 (??/??/92)  250.380  (m)          821.46   (f) ADJ UNCH    2 0
 JZ2281
 JZ2281.Superseded values are not recommended for survey control.
 JZ2281
 JZ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2281.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2281
 JZ2281_MARKER: DB = BENCH MARK DISK
 JZ2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2281_STAMPING: X 266 1947
 JZ2281_MARK LOGO: CGS
 JZ2281_PROJECTION: PROJECTING 7 CENTIMETERS
 JZ2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2281+STABILITY: SURFACE MOTION
 JZ2281
 JZ2281  HISTORY     - Date     Condition        Report By
 JZ2281  HISTORY     - 1947     MONUMENTED       CGS
 JZ2281  HISTORY     - 20221102 POOR             INDOT
 JZ2281
 JZ2281                          STATION DESCRIPTION
 JZ2281
 JZ2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2281'1.4 MI S FROM BURNEY.
 JZ2281'ABOUT 1.35 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2281'AT BURNEY, 79 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 JZ2281'HOUSE WITH A SHINGLE SIDEING, 18.5 FEET EAST OF THE CENTER LINE
 JZ2281'OF THE ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY
 JZ2281'TO THE HOUSE, 5.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A
 JZ2281'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN POST, 1 FOOT ABOVE
 JZ2281'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2281'PROJECTING ABOUT 5 INCHES.
 JZ2281
 JZ2281                          STATION RECOVERY (2022)
 JZ2281
 JZ2281'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2281'MARK WAS FOUND AS DESCRIBED ON THE NATIONAL GEODETIC SURVEY DATA
 JZ2281'SHEET, IN A GRAVEL DRIVEWAY.  THE SURFACE OF THE BRASS TABLET HAS BEEN
 JZ2281'WORN AWAY AND THE STAMPING IS OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2237 ***********************************************************************
 JZ2237  DESIGNATION -  X 267
 JZ2237  PID         -  JZ2237
 JZ2237  STATE/COUNTY-  IN/DECATUR
 JZ2237  COUNTRY     -  US
 JZ2237  USGS QUAD   -  HARTSVILLE (2019)
 JZ2237
 JZ2237                         *CURRENT SURVEY CONTROL
 JZ2237  ______________________________________________________________________
 JZ2237* NAD 83(1986) POSITION- 39 16 23.     (N) 085 40 16.     (W)   SCALED
 JZ2237* NAVD 88 ORTHO HEIGHT -   237.648 (meters)      779.68  (feet) ADJUSTED
 JZ2237  ______________________________________________________________________
 JZ2237  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JZ2237  DYNAMIC HEIGHT  -        237.500 (meters)      779.20  (feet) COMP
 JZ2237  MODELED GRAVITY -    980,001.5   (mgal)                       NAVD 88
 JZ2237
 JZ2237  VERT ORDER      -  SECOND    CLASS 0
 JZ2237
 JZ2237.The horizontal coordinates were scaled from a map and have
 JZ2237.an estimated accuracy of +/- 6 seconds.
 JZ2237
 JZ2237.The orthometric height was determined by differential leveling and
 JZ2237.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2237.in June 1991.
 JZ2237
 JZ2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2237.GEOID18 height accuracy estimate available here.
 JZ2237
 JZ2237.Click photographs - Photos may exist for this station.
 JZ2237
 JZ2237.The dynamic height is computed by dividing the NAVD 88
 JZ2237.geopotential number by the normal gravity value computed on the
 JZ2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2237.degrees latitude (g = 980.6199 gals.).
 JZ2237
 JZ2237.The modeled gravity was interpolated from observed gravity values.
 JZ2237
 JZ2237;                    North         East    Units  Estimated Accuracy
 JZ2237;SPC IN E     -   446,810.       99,620.      MT  (+/- 180 meters Scaled)
 JZ2237
 JZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ146479(NAD 83)
 JZ2237
 JZ2237                          SUPERSEDED SURVEY CONTROL
 JZ2237
 JZ2237  NGVD 29 (??/??/92)  237.767  (m)          780.07   (f) ADJ UNCH    2 0
 JZ2237
 JZ2237.Superseded values are not recommended for survey control.
 JZ2237
 JZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2237.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2237
 JZ2237_MARKER: DB = BENCH MARK DISK
 JZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2237_STAMPING: X 267 1947
 JZ2237_MARK LOGO: CGS
 JZ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2237+STABILITY: SURFACE MOTION
 JZ2237
 JZ2237  HISTORY     - Date     Condition        Report By
 JZ2237  HISTORY     - 1947     MONUMENTED       CGS
 JZ2237  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2237
 JZ2237                          STATION DESCRIPTION
 JZ2237
 JZ2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2237'1.6 MI NE FROM HARTSVILLE.
 JZ2237'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2237'VILLAGE PARK AT HARTSVILLE, AT A FARM OWNED BY MRS. LOURENA
 JZ2237'WILLIAMS, 27 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ2237'25 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY INTO THE
 JZ2237'FARM YARD, 14.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 JZ2237'SOUTHEAST OF A FENCE LINE, 1.5 FEET NORTHEAST OF A WHITE WOODEN
 JZ2237'WITNESS POST, 2 FEET BELOW HIGHWAY LEVEL AND SET IN THE TOP OF
 JZ2237'A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 JZ2237
 JZ2237                          STATION RECOVERY (2022)
 JZ2237
 JZ2237'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2172 ***********************************************************************
 JZ2172  DESIGNATION -  X 268
 JZ2172  PID         -  JZ2172
 JZ2172  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2172  COUNTRY     -  US
 JZ2172  USGS QUAD   -  GRAMMER (2019)
 JZ2172
 JZ2172                         *CURRENT SURVEY CONTROL
 JZ2172  ______________________________________________________________________
 JZ2172* NAD 83(1986) POSITION- 39 13 04.     (N) 085 44 53.     (W)   SCALED
 JZ2172* NAVD 88 ORTHO HEIGHT -   222.184 (meters)      728.95  (feet) ADJUSTED
 JZ2172  ______________________________________________________________________
 JZ2172  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JZ2172  DYNAMIC HEIGHT  -        222.046 (meters)      728.50  (feet) COMP
 JZ2172  MODELED GRAVITY -    980,003.2   (mgal)                       NAVD 88
 JZ2172
 JZ2172  VERT ORDER      -  SECOND    CLASS 0
 JZ2172
 JZ2172.The horizontal coordinates were scaled from a map and have
 JZ2172.an estimated accuracy of +/- 6 seconds.
 JZ2172
 JZ2172.The orthometric height was determined by differential leveling and
 JZ2172.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2172.in June 1991.
 JZ2172
 JZ2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2172.GEOID18 height accuracy estimate available here.
 JZ2172
 JZ2172.Click photographs - Photos may exist for this station.
 JZ2172
 JZ2172.The dynamic height is computed by dividing the NAVD 88
 JZ2172.geopotential number by the normal gravity value computed on the
 JZ2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2172.degrees latitude (g = 980.6199 gals.).
 JZ2172
 JZ2172.The modeled gravity was interpolated from observed gravity values.
 JZ2172
 JZ2172;                    North         East    Units  Estimated Accuracy
 JZ2172;SPC IN E     -   440,680.       92,970.      MT  (+/- 180 meters Scaled)
 JZ2172
 JZ2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ080416(NAD 83)
 JZ2172
 JZ2172                          SUPERSEDED SURVEY CONTROL
 JZ2172
 JZ2172  NGVD 29 (??/??/92)  222.302  (m)          729.34   (f) ADJ UNCH    2 0
 JZ2172
 JZ2172.Superseded values are not recommended for survey control.
 JZ2172
 JZ2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2172.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2172
 JZ2172_MARKER: DB = BENCH MARK DISK
 JZ2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2172_STAMPING: X 268 1947
 JZ2172_MARK LOGO: CGS
 JZ2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2172+STABILITY: SURFACE MOTION
 JZ2172
 JZ2172  HISTORY     - Date     Condition        Report By
 JZ2172  HISTORY     - 1947     MONUMENTED       CGS
 JZ2172
 JZ2172                          STATION DESCRIPTION
 JZ2172
 JZ2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2172'1 MI S FROM NEWBERN.
 JZ2172'ABOUT 1.0 MILE SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 JZ2172'NEWBERN, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION OF AN
 JZ2172'EAST-WEST GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF THE JUNCTION
 JZ2172'OF A COUNTY ROAD LEADING EAST, 29 FEET NORTH OF THE CENTER LINE
 JZ2172'OF THE CROSS ROAD, 24.5 FEET WEST OF THE CENTER LINE OF THE
 JZ2172'NORTH-SOUTH ROAD, 18.5 FEET SOUTHWEST OF A 3-INCH PIPE FENCE
 JZ2172'CORNER POST, 1 FOOT SOUTHEAST OF THE FENCE LINE, 2 FEET EAST
 JZ2172'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 JZ2172'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2130 ***********************************************************************
 JZ2130  DESIGNATION -  X 269
 JZ2130  PID         -  JZ2130
 JZ2130  STATE/COUNTY-  IN/DECATUR
 JZ2130  COUNTRY     -  US
 JZ2130  USGS QUAD   -  FOREST HILL (2019)
 JZ2130
 JZ2130                         *CURRENT SURVEY CONTROL
 JZ2130  ______________________________________________________________________
 JZ2130* NAD 83(1986) POSITION- 39 20 46.9    (N) 085 30 46.0    (W)   HD_HELD2
 JZ2130* NAVD 88 ORTHO HEIGHT -   279.767 (meters)      917.87  (feet) ADJUSTED
 JZ2130  ______________________________________________________________________
 JZ2130  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ2130  DYNAMIC HEIGHT  -        279.593 (meters)      917.30  (feet) COMP
 JZ2130  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 JZ2130
 JZ2130  VERT ORDER      -  FIRST     CLASS II
 JZ2130
 JZ2130.The horizontal coordinates were established by autonomous hand held GPS
 JZ2130.observations and have an estimated accuracy of +/- 10 meters.
 JZ2130
 JZ2130.The orthometric height was determined by differential leveling and
 JZ2130.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2130.in June 1991.
 JZ2130
 JZ2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2130.GEOID18 height accuracy estimate available here.
 JZ2130
 JZ2130.Click photographs - Photos may exist for this station.
 JZ2130
 JZ2130.The dynamic height is computed by dividing the NAVD 88
 JZ2130.geopotential number by the normal gravity value computed on the
 JZ2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2130.degrees latitude (g = 980.6199 gals.).
 JZ2130
 JZ2130.The modeled gravity was interpolated from observed gravity values.
 JZ2130
 JZ2130;                    North         East    Units  Estimated Accuracy
 JZ2130;SPC IN E     -   454,959.      113,265.      MT  (+/- 10 meters HH2 GPS)
 JZ2130
 JZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2815356268(NAD 83)
 JZ2130
 JZ2130                          SUPERSEDED SURVEY CONTROL
 JZ2130
 JZ2130  NGVD 29 (??/??/92)  279.888  (m)          918.27   (f) ADJ UNCH    1 2
 JZ2130
 JZ2130.Superseded values are not recommended for survey control.
 JZ2130
 JZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2130.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2130
 JZ2130_MARKER: DB = BENCH MARK DISK
 JZ2130_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2130_SP_SET: BRIDGE WINGWALL
 JZ2130_STAMPING: X 269 1947
 JZ2130_MARK LOGO: CGS
 JZ2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2130
 JZ2130  HISTORY     - Date     Condition        Report By
 JZ2130  HISTORY     - 1947     MONUMENTED       CGS
 JZ2130  HISTORY     - 1986     GOOD             NGS
 JZ2130  HISTORY     - 20001108 GOOD             INDNR
 JZ2130
 JZ2130                          STATION DESCRIPTION
 JZ2130
 JZ2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2130'1.4 MI NW FROM GREENSBURG.
 JZ2130'ABOUT 1.35 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2130'FROM THE STATION AT GREENSBURG, SET IN THE TOP OF THE WEST
 JZ2130'CONCRETE WING WALL OF RAILROAD BRIDGE OVER SAND CREEK, 38 FEET
 JZ2130'NORTHWEST OF LIGHT SIGNAL NO. 642, 9.5 FEET SOUTHWEST OF THE
 JZ2130'SOUTHWEST RAIL AND ABOUT 2.5 FEET BELOW THE TRACK.
 JZ2130
 JZ2130                          STATION RECOVERY (1986)
 JZ2130
 JZ2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2130'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 JZ2130'SOUTHERLY ALONG STATE HIGHWAY 3 BUSINESS ROUTE FROM ITS JUNCTION WITH
 JZ2130'INTERSTATE HIGHWAY 74 IN GREENSBURG, THENCE 1.7 KM (1.05 MI) WEST
 JZ2130'ALONG STATE HIGHWAY 46, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG THE
 JZ2130'CONRAIL RAILROAD.
 JZ2130
 JZ2130                          STATION RECOVERY (2000)
 JZ2130
 JZ2130'RECOVERY NOTE BY IN DEPT OF NAT RES 2000
 JZ2130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1669 ***********************************************************************
 HZ1669  DESIGNATION -  X 270
 HZ1669  PID         -  HZ1669
 HZ1669  STATE/COUNTY-  IN/JENNINGS
 HZ1669  COUNTRY     -  US
 HZ1669  USGS QUAD   -  HAYDEN (2019)
 HZ1669
 HZ1669                         *CURRENT SURVEY CONTROL
 HZ1669  ______________________________________________________________________
 HZ1669* NAD 83(1986) POSITION- 38 58 46.     (N) 085 43 18.     (W)   SCALED
 HZ1669* NAVD 88 ORTHO HEIGHT -   191.947 (meters)      629.75  (feet) ADJUSTED
 HZ1669  ______________________________________________________________________
 HZ1669  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 HZ1669  DYNAMIC HEIGHT  -        191.826 (meters)      629.35  (feet) COMP
 HZ1669  MODELED GRAVITY -    979,993.3   (mgal)                       NAVD 88
 HZ1669
 HZ1669  VERT ORDER      -  SECOND    CLASS 0
 HZ1669
 HZ1669.The horizontal coordinates were scaled from a map and have
 HZ1669.an estimated accuracy of +/- 6 seconds.
 HZ1669
 HZ1669.The orthometric height was determined by differential leveling and
 HZ1669.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1669.in June 1991.
 HZ1669
 HZ1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1669.GEOID18 height accuracy estimate available here.
 HZ1669
 HZ1669.Click photographs - Photos may exist for this station.
 HZ1669
 HZ1669.The dynamic height is computed by dividing the NAVD 88
 HZ1669.geopotential number by the normal gravity value computed on the
 HZ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1669.degrees latitude (g = 980.6199 gals.).
 HZ1669
 HZ1669.The modeled gravity was interpolated from observed gravity values.
 HZ1669
 HZ1669;                    North         East    Units  Estimated Accuracy
 HZ1669;SPC IN E     -   414,220.       95,230.      MT  (+/- 180 meters Scaled)
 HZ1669
 HZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ107152(NAD 83)
 HZ1669
 HZ1669                          SUPERSEDED SURVEY CONTROL
 HZ1669
 HZ1669  NGVD 29 (??/??/92)  192.069  (m)          630.15   (f) ADJ UNCH    2 0
 HZ1669
 HZ1669.Superseded values are not recommended for survey control.
 HZ1669
 HZ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1669.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1669
 HZ1669_MARKER: DB = BENCH MARK DISK
 HZ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1669_STAMPING: X 270 1947
 HZ1669_MARK LOGO: CGS
 HZ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1669+STABILITY: SURFACE MOTION
 HZ1669
 HZ1669  HISTORY     - Date     Condition        Report By
 HZ1669  HISTORY     - 1947     MONUMENTED       CGS
 HZ1669  HISTORY     - 20100111 MARK NOT FOUND   INDIV
 HZ1669
 HZ1669                          STATION DESCRIPTION
 HZ1669
 HZ1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HZ1669'0.7 MI E FROM HAYDEN.
 HZ1669'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HZ1669'FROM THE STATION AT HAYDEN, SET IN THE NORTHWEST ANGLE OF A
 HZ1669'GRAVEL ROAD CROSSING, 40 FEET NORTH OF THE NORTH RAIL, 39 FEET
 HZ1669'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 11 FEET WEST OF A
 HZ1669'FENCE CORNER, 1.5 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF
 HZ1669'A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK
 HZ1669'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HZ1669
 HZ1669                          STATION RECOVERY (2010)
 HZ1669
 HZ1669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (USI)
 HZ1669'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2211 ***********************************************************************
 JZ2211  DESIGNATION -  X 271
 JZ2211  PID         -  JZ2211
 JZ2211  STATE/COUNTY-  IN/DECATUR
 JZ2211  COUNTRY     -  US
 JZ2211  USGS QUAD   -  GRAMMER (2019)
 JZ2211
 JZ2211                         *CURRENT SURVEY CONTROL
 JZ2211  ______________________________________________________________________
 JZ2211* NAD 83(1986) POSITION- 39 08 46.33   (N) 085 37 52.44   (W)   HD_HELD1
 JZ2211* NAVD 88 ORTHO HEIGHT -   232.837 (meters)      763.90  (feet) ADJUSTED
 JZ2211  ______________________________________________________________________
 JZ2211  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 JZ2211  DYNAMIC HEIGHT  -        232.689 (meters)      763.41  (feet) COMP
 JZ2211  MODELED GRAVITY -    979,988.9   (mgal)                       NAVD 88
 JZ2211
 JZ2211  VERT ORDER      -  SECOND    CLASS 0
 JZ2211
 JZ2211.The horizontal coordinates were determined by differentially corrected
 JZ2211.hand held GPS observations or other comparable positioning techniques
 JZ2211.and have an estimated accuracy of +/- 3 meters.
 JZ2211
 JZ2211.The orthometric height was determined by differential leveling and
 JZ2211.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2211.in June 1991.
 JZ2211
 JZ2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2211.GEOID18 height accuracy estimate available here.
 JZ2211
 JZ2211.Click photographs - Photos may exist for this station.
 JZ2211
 JZ2211.The dynamic height is computed by dividing the NAVD 88
 JZ2211.geopotential number by the normal gravity value computed on the
 JZ2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2211.degrees latitude (g = 980.6199 gals.).
 JZ2211
 JZ2211.The modeled gravity was interpolated from observed gravity values.
 JZ2211
 JZ2211;                    North         East    Units  Estimated Accuracy
 JZ2211;SPC IN E     -   432,727.3     103,063.0     MT  (+/- 3 meters HH1 GPS) 
 JZ2211
 JZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1828133893(NAD 83)
 JZ2211
 JZ2211                          SUPERSEDED SURVEY CONTROL
 JZ2211
 JZ2211  NGVD 29 (??/??/92)  232.957  (m)          764.29   (f) ADJ UNCH    2 0
 JZ2211
 JZ2211.Superseded values are not recommended for survey control.
 JZ2211
 JZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2211.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2211
 JZ2211_MARKER: DB = BENCH MARK DISK
 JZ2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2211_STAMPING: X 271 1947
 JZ2211_MARK LOGO: CGS
 JZ2211_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2211+STABILITY: SURFACE MOTION
 JZ2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2211+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2022
 JZ2211
 JZ2211  HISTORY     - Date     Condition        Report By
 JZ2211  HISTORY     - 1947     MONUMENTED       CGS
 JZ2211  HISTORY     - 20221104 GOOD             INDOT
 JZ2211
 JZ2211                          STATION DESCRIPTION
 JZ2211
 JZ2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2211'0.4 MI S FROM SARDINIA.
 JZ2211'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 JZ2211'CHURCH AT SARDINIA, SET IN THE SOUTHWEST ANGLE OF THE
 JZ2211'INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 61 FEET WEST OF THE
 JZ2211'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE
 JZ2211'OF THE GRAVEL ROAD, 16.5 FEET SOUTHEAST OF A FENCE CORNER, 14
 JZ2211'FEET NORTHWEST OF A GATE POST, 1 FOOT NORTHEAST OF THE FENCE
 JZ2211'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ2211'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2211'PROJECTING 6 INCHES.
 JZ2211
 JZ2211                          STATION RECOVERY (2022)
 JZ2211
 JZ2211'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2211'IN ADDITION, MARK IS AT THE ANGLED RIGHT-OF-WAY FENCE IN THE SOUTHWEST
 JZ2211'QUADRANT OF THE INTERSECTION OF STATE ROAD 3 AND COUNTY ROAD 1300
 JZ2211'SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1814 ***********************************************************************
 JZ1814  DESIGNATION -  X 272
 JZ1814  PID         -  JZ1814
 JZ1814  STATE/COUNTY-  IN/DEARBORN
 JZ1814  COUNTRY     -  US
 JZ1814  USGS QUAD   -  SUNMAN (2019)
 JZ1814
 JZ1814                         *CURRENT SURVEY CONTROL
 JZ1814  ______________________________________________________________________
 JZ1814* NAD 83(1986) POSITION- 39 13 39.     (N) 085 04 00.     (W)   SCALED
 JZ1814* NAVD 88 ORTHO HEIGHT -   306.547 (meters)     1005.73  (feet) ADJUSTED
 JZ1814  ______________________________________________________________________
 JZ1814  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 JZ1814  DYNAMIC HEIGHT  -        306.354 (meters)     1005.10  (feet) COMP
 JZ1814  MODELED GRAVITY -    979,989.1   (mgal)                       NAVD 88
 JZ1814
 JZ1814  VERT ORDER      -  FIRST     CLASS II
 JZ1814
 JZ1814.The horizontal coordinates were scaled from a map and have
 JZ1814.an estimated accuracy of +/- 6 seconds.
 JZ1814
 JZ1814.The orthometric height was determined by differential leveling and
 JZ1814.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1814.in June 1991.
 JZ1814
 JZ1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1814.GEOID18 height accuracy estimate available here.
 JZ1814
 JZ1814.Click photographs - Photos may exist for this station.
 JZ1814
 JZ1814.The dynamic height is computed by dividing the NAVD 88
 JZ1814.geopotential number by the normal gravity value computed on the
 JZ1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1814.degrees latitude (g = 980.6199 gals.).
 JZ1814
 JZ1814.The modeled gravity was interpolated from observed gravity values.
 JZ1814
 JZ1814;                    North         East    Units  Estimated Accuracy
 JZ1814;SPC IN E     -   441,920.      151,810.      MT  (+/- 180 meters Scaled)
 JZ1814
 JZ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668438(NAD 83)
 JZ1814
 JZ1814                          SUPERSEDED SURVEY CONTROL
 JZ1814
 JZ1814  NGVD 29 (??/??/92)  306.712  (m)         1006.27   (f) ADJ UNCH    1 2
 JZ1814
 JZ1814.Superseded values are not recommended for survey control.
 JZ1814
 JZ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1814.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1814
 JZ1814_MARKER: DB = BENCH MARK DISK
 JZ1814_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ1814+WITH SETTING: PAVEMENT
 JZ1814_SP_SET: SIGNAL BASE
 JZ1814_STAMPING: X 272 1947
 JZ1814_MARK LOGO: CGS
 JZ1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1814+STABILITY: SURFACE MOTION
 JZ1814
 JZ1814  HISTORY     - Date     Condition        Report By
 JZ1814  HISTORY     - 1947     MONUMENTED       CGS
 JZ1814  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1814
 JZ1814                          STATION DESCRIPTION
 JZ1814
 JZ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1814'1.5 MI NW FROM WEISBURG.
 JZ1814'ABOUT 1.5 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1814'FROM THE STATION AT WEISBURG, ABOUT 1.7 MILES SOUTHEAST OF THE
 JZ1814'STATION AT SUNMAN, RIPLEY COUNTY, SET IN THE TOP OF THE NORTH
 JZ1814'CORNER OF THE CONCRETE BASE OF LIGHT SIGNAL NO. 382, 7.5 FEET
 JZ1814'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
 JZ1814
 JZ1814                          STATION RECOVERY (1986)
 JZ1814
 JZ1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1814'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0919 ***********************************************************************
 JZ0919  DESIGNATION -  X 273
 JZ0919  PID         -  JZ0919
 JZ0919  STATE/COUNTY-  IN/DEARBORN
 JZ0919  COUNTRY     -  US
 JZ0919  USGS QUAD   -  HOOVEN (2016)
 JZ0919
 JZ0919                         *CURRENT SURVEY CONTROL
 JZ0919  ______________________________________________________________________
 JZ0919* NAD 83(1986) POSITION- 39 14 33.     (N) 084 49 30.     (W)   SCALED
 JZ0919* NAVD 88 ORTHO HEIGHT -   155.000 (meters)      508.53  (feet) ADJUSTED
 JZ0919  ______________________________________________________________________
 JZ0919  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 JZ0919  DYNAMIC HEIGHT  -        154.908 (meters)      508.23  (feet) COMP
 JZ0919  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ0919
 JZ0919  VERT ORDER      -  SECOND    CLASS 0
 JZ0919
 JZ0919.The horizontal coordinates were scaled from a map and have
 JZ0919.an estimated accuracy of +/- 6 seconds.
 JZ0919
 JZ0919.The orthometric height was determined by differential leveling and
 JZ0919.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0919.in June 1991.
 JZ0919
 JZ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0919.GEOID18 height accuracy estimate available here.
 JZ0919
 JZ0919.Click photographs - Photos may exist for this station.
 JZ0919
 JZ0919.The dynamic height is computed by dividing the NAVD 88
 JZ0919.geopotential number by the normal gravity value computed on the
 JZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0919.degrees latitude (g = 980.6199 gals.).
 JZ0919
 JZ0919.The modeled gravity was interpolated from observed gravity values.
 JZ0919
 JZ0919;                    North         East    Units  Estimated Accuracy
 JZ0919;SPC IN E     -   443,760.      172,660.      MT  (+/- 180 meters Scaled)
 JZ0919
 JZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877459(NAD 83)
 JZ0919
 JZ0919                          SUPERSEDED SURVEY CONTROL
 JZ0919
 JZ0919  NGVD 29 (??/??/92)  155.194  (m)          509.17   (f) ADJ UNCH    2 0
 JZ0919
 JZ0919.Superseded values are not recommended for survey control.
 JZ0919
 JZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0919.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0919
 JZ0919_MARKER: DB = BENCH MARK DISK
 JZ0919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0919_SP_SET: BOX CULVERT
 JZ0919_STAMPING: X 273 1947
 JZ0919_MARK LOGO: CGS
 JZ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0919+STABILITY: SURFACE MOTION
 JZ0919
 JZ0919  HISTORY     - Date     Condition        Report By
 JZ0919  HISTORY     - 1947     MONUMENTED       CGS
 JZ0919
 JZ0919                          STATION DESCRIPTION
 JZ0919
 JZ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0919'1.4 MI SW FROM HARRISON.
 JZ0919'0.7 MILE SOUTH ALONG THE INDIANA-OHIO STATE LINE ROAD FROM THE
 JZ0919'HARRISON GOSPEL CHAPEL AT HARRISON, THENCE ABOUT 0.7 MILE
 JZ0919'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BRIGHT, ABOUT 0.7 MILE
 JZ0919'SOUTH OF THE BRIDGE OVER WHITEWATER RIVER, SET IN THE CENTER OF
 JZ0919'THE NORTHWEST HEAD WALL OF A 4 BY 4-FOOT CONCRETE BOX CULVERT
 JZ0919'OVER A DRAINAGE DITCH, 21 FEET NORTHWEST OF AND ABOUT 1.5 FEET
 JZ0919'ABOVE THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0872 ***********************************************************************
 JZ0872  DESIGNATION -  X 274
 JZ0872  PID         -  JZ0872
 JZ0872  STATE/COUNTY-  IN/FRANKLIN
 JZ0872  COUNTRY     -  US
 JZ0872  USGS QUAD   -  REILY (2016)
 JZ0872
 JZ0872                         *CURRENT SURVEY CONTROL
 JZ0872  ______________________________________________________________________
 JZ0872* NAD 83(1986) POSITION- 39 28 02.     (N) 084 49 57.     (W)   SCALED
 JZ0872* NAVD 88 ORTHO HEIGHT -   313.190 (meters)     1027.52  (feet) ADJUSTED
 JZ0872  ______________________________________________________________________
 JZ0872  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 JZ0872  DYNAMIC HEIGHT  -        313.009 (meters)     1026.93  (feet) COMP
 JZ0872  MODELED GRAVITY -    980,040.7   (mgal)                       NAVD 88
 JZ0872
 JZ0872  VERT ORDER      -  SECOND    CLASS 0
 JZ0872
 JZ0872.The horizontal coordinates were scaled from a map and have
 JZ0872.an estimated accuracy of +/- 6 seconds.
 JZ0872
 JZ0872.The orthometric height was determined by differential leveling and
 JZ0872.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0872.in June 1991.
 JZ0872
 JZ0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0872.GEOID18 height accuracy estimate available here.
 JZ0872
 JZ0872.Click photographs - Photos may exist for this station.
 JZ0872
 JZ0872.The dynamic height is computed by dividing the NAVD 88
 JZ0872.geopotential number by the normal gravity value computed on the
 JZ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0872.degrees latitude (g = 980.6199 gals.).
 JZ0872
 JZ0872.The modeled gravity was interpolated from observed gravity values.
 JZ0872
 JZ0872;                    North         East    Units  Estimated Accuracy
 JZ0872;SPC IN E     -   468,700.      171,780.      MT  (+/- 180 meters Scaled)
 JZ0872
 JZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ864708(NAD 83)
 JZ0872
 JZ0872                          SUPERSEDED SURVEY CONTROL
 JZ0872
 JZ0872  NGVD 29 (??/??/92)  313.360  (m)         1028.08   (f) ADJ UNCH    2 0
 JZ0872
 JZ0872.Superseded values are not recommended for survey control.
 JZ0872
 JZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0872.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0872
 JZ0872_MARKER: DB = BENCH MARK DISK
 JZ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0872_STAMPING: X 274 1947
 JZ0872_MARK LOGO: CGS
 JZ0872_PROJECTION: PROJECTING 15 CENTIMETERS
 JZ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0872+STABILITY: SURFACE MOTION
 JZ0872
 JZ0872  HISTORY     - Date     Condition        Report By
 JZ0872  HISTORY     - 1947     MONUMENTED       CGS
 JZ0872
 JZ0872                          STATION DESCRIPTION
 JZ0872
 JZ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0872'1.2 MI SE FROM RAYMOND.
 JZ0872'0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE CHESAPEAKE AND
 JZ0872'OHIO RAILWAY STATION AT RAYMOND, THENCE ABOUT 0.35 MILE SOUTH
 JZ0872'AND 0.65 MILE EAST ALONG GRAVEL ROADS, AT A RIGHT-ANGLE TURN
 JZ0872'IN THE ROAD WITH TANGENTS SOUTH AND WEST, 15 FEET NORTH OF THE
 JZ0872'PROLONGED CENTER LINE OF THE WEST TANGENT, 26 FEET WEST OF THE
 JZ0872'PROLONGED CENTER LINE OF THE SOUTH TANGENT, 12.5 FEET WEST OF
 JZ0872'A FENCE CORNER, 6.5 FEET WEST OF POWER POLE NO. 575-067, 3.5
 JZ0872'FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET WEST OF A WHITE WOODEN
 JZ0872'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ0872'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1616 ***********************************************************************
 JZ1616  DESIGNATION -  X 276
 JZ1616  PID         -  JZ1616
 JZ1616  STATE/COUNTY-  IN/FAYETTE
 JZ1616  COUNTRY     -  US
 JZ1616  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1616
 JZ1616                         *CURRENT SURVEY CONTROL
 JZ1616  ______________________________________________________________________
 JZ1616* NAD 83(1986) POSITION- 39 41 36.     (N) 085 08 10.     (W)   SCALED
 JZ1616* NAVD 88 ORTHO HEIGHT -   265.293 (meters)      870.38  (feet) ADJUSTED
 JZ1616  ______________________________________________________________________
 JZ1616  GEOID HEIGHT    -        -34.010 (meters)                     GEOID18
 JZ1616  DYNAMIC HEIGHT  -        265.137 (meters)      869.87  (feet) COMP
 JZ1616  MODELED GRAVITY -    980,030.6   (mgal)                       NAVD 88
 JZ1616
 JZ1616  VERT ORDER      -  SECOND    CLASS 0
 JZ1616
 JZ1616.This mark is at Mettel Field Airport (CEV)
 JZ1616
 JZ1616.The horizontal coordinates were scaled from a map and have
 JZ1616.an estimated accuracy of +/- 6 seconds.
 JZ1616
 JZ1616.The orthometric height was determined by differential leveling and
 JZ1616.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1616.in June 1991.
 JZ1616
 JZ1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1616.GEOID18 height accuracy estimate available here.
 JZ1616
 JZ1616.Click photographs - Photos may exist for this station.
 JZ1616
 JZ1616.The dynamic height is computed by dividing the NAVD 88
 JZ1616.geopotential number by the normal gravity value computed on the
 JZ1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1616.degrees latitude (g = 980.6199 gals.).
 JZ1616
 JZ1616.The modeled gravity was interpolated from observed gravity values.
 JZ1616
 JZ1616;                    North         East    Units  Estimated Accuracy
 JZ1616;SPC IN E     -   493,600.      145,510.      MT  (+/- 180 meters Scaled)
 JZ1616
 JZ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ598953(NAD 83)
 JZ1616
 JZ1616                          SUPERSEDED SURVEY CONTROL
 JZ1616
 JZ1616  NGVD 29 (??/??/92)  265.432  (m)          870.84   (f) ADJ UNCH    2 0
 JZ1616
 JZ1616.Superseded values are not recommended for survey control.
 JZ1616
 JZ1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1616.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1616
 JZ1616_MARKER: DB = BENCH MARK DISK
 JZ1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1616_STAMPING: X 276 1947
 JZ1616_MARK LOGO: CGS
 JZ1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1616+STABILITY: SURFACE MOTION
 JZ1616
 JZ1616  HISTORY     - Date     Condition        Report By
 JZ1616  HISTORY     - 1947     MONUMENTED       CGS
 JZ1616  HISTORY     - 1978     GOOD             LOCENG
 JZ1616
 JZ1616                          STATION DESCRIPTION
 JZ1616
 JZ1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1616'2.8 MI NE FROM HARRISBURGH.
 JZ1616'ABOUT 2.25 MILES EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1616'HARRISBURGH, THENCE ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 1,
 JZ1616'THENCE ABOUT 0.1 MILE EAST ALONG THE AIRPORT ROAD, AT THE METTEL
 JZ1616'AIRPORT, AT THE ENTRANCE AND AT THE SOUTHWEST CORNER OF THE
 JZ1616'FIELD, AT THE SOUTHWEST END OF THE SOUTHWEST-NORTHEAST GRASS
 JZ1616'RUN-WAY, 72 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST
 JZ1616'WING WALL OF A BRIDGE ACROSS A CANAL, 60 FEET SOUTH OF A WIRE
 JZ1616'FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 JZ1616'THE TOP OF A CONCRETE POST PROJECTING 4 IN.  NOTE-- MARK MAY
 JZ1616'BE REACHED FROM THE POST OFFICE AT CONNERSVILLE BY GOING ABOUT
 JZ1616'4.0 MILES NORTH ALONG STATE HIGHWAY 1 THENCE ABOUT 0.1 MILE EAST
 JZ1616'ALONG THE AIRPORT ROAD.
 JZ1616
 JZ1616                          STATION RECOVERY (1978)
 JZ1616
 JZ1616'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 JZ1616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1337 ***********************************************************************
 JZ1337  DESIGNATION -  X 277
 JZ1337  PID         -  JZ1337
 JZ1337  STATE/COUNTY-  IN/UNION
 JZ1337  COUNTRY     -  US
 JZ1337  USGS QUAD   -  LIBERTY (2019)
 JZ1337
 JZ1337                         *CURRENT SURVEY CONTROL
 JZ1337  ______________________________________________________________________
 JZ1337* NAD 83(1986) POSITION- 39 38 00.     (N) 084 52 50.     (W)   SCALED
 JZ1337* NAVD 88 ORTHO HEIGHT -   319.848 (meters)     1049.37  (feet) ADJUSTED
 JZ1337  ______________________________________________________________________
 JZ1337  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 JZ1337  DYNAMIC HEIGHT  -        319.661 (meters)     1048.75  (feet) COMP
 JZ1337  MODELED GRAVITY -    980,035.7   (mgal)                       NAVD 88
 JZ1337
 JZ1337  VERT ORDER      -  SECOND    CLASS 0
 JZ1337
 JZ1337.The horizontal coordinates were scaled from a map and have
 JZ1337.an estimated accuracy of +/- 6 seconds.
 JZ1337
 JZ1337.The orthometric height was determined by differential leveling and
 JZ1337.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1337.in June 1991.
 JZ1337
 JZ1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1337.GEOID18 height accuracy estimate available here.
 JZ1337
 JZ1337.Click photographs - Photos may exist for this station.
 JZ1337
 JZ1337.The dynamic height is computed by dividing the NAVD 88
 JZ1337.geopotential number by the normal gravity value computed on the
 JZ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1337.degrees latitude (g = 980.6199 gals.).
 JZ1337
 JZ1337.The modeled gravity was interpolated from observed gravity values.
 JZ1337
 JZ1337;                    North         East    Units  Estimated Accuracy
 JZ1337;SPC IN E     -   487,100.      167,490.      MT  (+/- 180 meters Scaled)
 JZ1337
 JZ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ818892(NAD 83)
 JZ1337
 JZ1337                          SUPERSEDED SURVEY CONTROL
 JZ1337
 JZ1337  NGVD 29 (??/??/92)  320.001  (m)         1049.87   (f) ADJ UNCH    2 0
 JZ1337
 JZ1337.Superseded values are not recommended for survey control.
 JZ1337
 JZ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1337.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1337
 JZ1337_MARKER: DB = BENCH MARK DISK
 JZ1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1337_STAMPING: X 277 1947
 JZ1337_MARK LOGO: CGS
 JZ1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1337+STABILITY: SURFACE MOTION
 JZ1337
 JZ1337  HISTORY     - Date     Condition        Report By
 JZ1337  HISTORY     - 1947     MONUMENTED       CGS
 JZ1337
 JZ1337                          STATION DESCRIPTION
 JZ1337
 JZ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1337'2.8 MI E FROM LIBERTY.
 JZ1337'2.75 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1337'LIBERTY, AT THE JUNCTION OF A ROAD NORTH, 46 FEET NORTH OF THE
 JZ1337'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF THE
 JZ1337'ROAD LEADING NORTH, 1 FOOT EAST OF A FENCE LINE, 26 FEET NORTH OF
 JZ1337'A FENCE CORNER POST, 24 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 JZ1337'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND
 JZ1337'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0226 ***********************************************************************
 JA0226  DESIGNATION -  X 278
 JA0226  PID         -  JA0226
 JA0226  STATE/COUNTY-  IN/WASHINGTON
 JA0226  COUNTRY     -  US
 JA0226  USGS QUAD   -  SALEM (2019)
 JA0226
 JA0226                         *CURRENT SURVEY CONTROL
 JA0226  ______________________________________________________________________
 JA0226* NAD 83(1986) POSITION- 38 31 50.     (N) 086 00 57.     (W)   SCALED
 JA0226* NAVD 88 ORTHO HEIGHT -   237.946 (meters)      780.66  (feet) ADJUSTED
 JA0226  ______________________________________________________________________
 JA0226  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 JA0226  DYNAMIC HEIGHT  -        237.785 (meters)      780.13  (feet) COMP
 JA0226  MODELED GRAVITY -    979,946.6   (mgal)                       NAVD 88
 JA0226
 JA0226  VERT ORDER      -  FIRST     CLASS II
 JA0226
 JA0226.The horizontal coordinates were scaled from a map and have
 JA0226.an estimated accuracy of +/- 6 seconds.
 JA0226
 JA0226.The orthometric height was determined by differential leveling and
 JA0226.adjusted by the NATIONAL GEODETIC SURVEY
 JA0226.in June 1991.
 JA0226
 JA0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0226.GEOID18 height accuracy estimate available here.
 JA0226
 JA0226.Click photographs - Photos may exist for this station.
 JA0226
 JA0226.The dynamic height is computed by dividing the NAVD 88
 JA0226.geopotential number by the normal gravity value computed on the
 JA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0226.degrees latitude (g = 980.6199 gals.).
 JA0226
 JA0226.The modeled gravity was interpolated from observed gravity values.
 JA0226
 JA0226;                    North         East    Units  Estimated Accuracy
 JA0226;SPC IN E     -   364,440.       69,560.      MT  (+/- 180 meters Scaled)
 JA0226
 JA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH857651(NAD 83)
 JA0226
 JA0226                          SUPERSEDED SURVEY CONTROL
 JA0226
 JA0226  NGVD 29 (??/??/92)  238.067  (m)          781.06   (f) ADJ UNCH    1 2
 JA0226
 JA0226.Superseded values are not recommended for survey control.
 JA0226
 JA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0226.See file dsdata.pdf to determine how the superseded data were derived.
 JA0226
 JA0226_MARKER: DB = BENCH MARK DISK
 JA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0226_STAMPING: X 278 1949
 JA0226_MARK LOGO: CGS
 JA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0226+STABILITY: SURFACE MOTION
 JA0226
 JA0226  HISTORY     - Date     Condition        Report By
 JA0226  HISTORY     - 1949     MONUMENTED       CGS
 JA0226
 JA0226                          STATION DESCRIPTION
 JA0226
 JA0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0226'2 MI NW FROM NEW PEKIN.
 JA0226'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0226'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, AT A PRIVATE
 JA0226'ROAD CROSSING, 212 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 JA0226'SEMAPHORE 292.2, 84 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 JA0226'76 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 JA0226'17 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 1.5 FEET EAST
 JA0226'OF THE R/W FENCE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JA0226'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 JA0226'A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0160 ***********************************************************************
 JA0160  DESIGNATION -  X 279
 JA0160  PID         -  JA0160
 JA0160  STATE/COUNTY-  IN/ORANGE
 JA0160  COUNTRY     -  US
 JA0160  USGS QUAD   -  MITCHELL (2019)
 JA0160
 JA0160                         *CURRENT SURVEY CONTROL
 JA0160  ______________________________________________________________________
 JA0160* NAD 83(1986) POSITION- 38 41 00.     (N) 086 27 05.     (W)   SCALED
 JA0160* NAVD 88 ORTHO HEIGHT -   198.170 (meters)      650.16  (feet) ADJUSTED
 JA0160  ______________________________________________________________________
 JA0160  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 JA0160  DYNAMIC HEIGHT  -        198.039 (meters)      649.73  (feet) COMP
 JA0160  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA0160
 JA0160  VERT ORDER      -  FIRST     CLASS II
 JA0160
 JA0160.The horizontal coordinates were scaled from a map and have
 JA0160.an estimated accuracy of +/- 6 seconds.
 JA0160
 JA0160.The orthometric height was determined by differential leveling and
 JA0160.adjusted by the NATIONAL GEODETIC SURVEY
 JA0160.in June 1991.
 JA0160
 JA0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0160.GEOID18 height accuracy estimate available here.
 JA0160
 JA0160.Click photographs - Photos may exist for this station.
 JA0160
 JA0160.The dynamic height is computed by dividing the NAVD 88
 JA0160.geopotential number by the normal gravity value computed on the
 JA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0160.degrees latitude (g = 980.6199 gals.).
 JA0160
 JA0160.The modeled gravity was interpolated from observed gravity values.
 JA0160
 JA0160;                    North         East    Units  Estimated Accuracy
 JA0160;SPC IN W     -   381,530.      954,990.      MT  (+/- 180 meters Scaled)
 JA0160
 JA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477817(NAD 83)
 JA0160
 JA0160                          SUPERSEDED SURVEY CONTROL
 JA0160
 JA0160  NGVD 29 (??/??/92)  198.285  (m)          650.54   (f) ADJ UNCH    1 2
 JA0160
 JA0160.Superseded values are not recommended for survey control.
 JA0160
 JA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0160.See file dsdata.pdf to determine how the superseded data were derived.
 JA0160
 JA0160_MARKER: DB = BENCH MARK DISK
 JA0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0160_STAMPING: X 279 1949
 JA0160_MARK LOGO: CGS
 JA0160_PROJECTION: FLUSH
 JA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0160+STABILITY: SURFACE MOTION
 JA0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0160+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JA0160
 JA0160  HISTORY     - Date     Condition        Report By
 JA0160  HISTORY     - 1949     MONUMENTED       CGS
 JA0160  HISTORY     - 1965     GOOD             CGS
 JA0160  HISTORY     - 1967     GOOD             CGS
 JA0160  HISTORY     - 1983     GOOD             USACE
 JA0160  HISTORY     - 20110706 GOOD             INDIV
 JA0160
 JA0160                          STATION DESCRIPTION
 JA0160
 JA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0160'1.5 MI N FROM ORLEANS.
 JA0160'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0160'LOUISVILLE RAILWAY FROM THE STATION AT ORLEANS, OR ABOUT 3.65
 JA0160'MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 JA0160'RAILWAY FROM THE STATION AT MITCHELL, IN SECTION 19, T 3 N,
 JA0160'R 1 E, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, ABOUT
 JA0160'0.25 MILE SOUTH OF THE LAWRENCE COUNTY LINE, 25 FEET EAST OF THE
 JA0160'EAST RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 JA0160'1.4 FEET SOUTHWEST OF A CONCRETE FENCE CORNER POST, 1.4 FEET
 JA0160'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 JA0160'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0160'GROUND.
 JA0160
 JA0160                          STATION RECOVERY (1967)
 JA0160
 JA0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0160'RECOVERED IN GOOD CONDITION.
 JA0160
 JA0160                          STATION RECOVERY (1983)
 JA0160
 JA0160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 JA0160'RECOVERED IN GOOD CONDITION.
 JA0160
 JA0160                          STATION RECOVERY (2011)
 JA0160
 JA0160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 JA0160'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1107 ***********************************************************************
 LB1107  DESIGNATION -  X 28
 LB1107  PID         -  LB1107
 LB1107  STATE/COUNTY-  IN/WHITE
 LB1107  COUNTRY     -  US
 LB1107  USGS QUAD   -  MONON (2019)
 LB1107
 LB1107                         *CURRENT SURVEY CONTROL
 LB1107  ______________________________________________________________________
 LB1107* NAD 83(1986) POSITION- 40 45 20.     (N) 086 58 03.     (W)   SCALED
 LB1107* NAVD 88 ORTHO HEIGHT -   211.392 (meters)      693.54  (feet) ADJUSTED
 LB1107  ______________________________________________________________________
 LB1107  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 LB1107  DYNAMIC HEIGHT  -        211.295 (meters)      693.22  (feet) COMP
 LB1107  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 LB1107
 LB1107  VERT ORDER      -  SECOND    CLASS 0
 LB1107
 LB1107.The horizontal coordinates were scaled from a map and have
 LB1107.an estimated accuracy of +/- 6 seconds.
 LB1107
 LB1107.The orthometric height was determined by differential leveling and
 LB1107.adjusted by the NATIONAL GEODETIC SURVEY
 LB1107.in June 1991.
 LB1107
 LB1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1107.GEOID18 height accuracy estimate available here.
 LB1107
 LB1107.Click photographs - Photos may exist for this station.
 LB1107
 LB1107.The dynamic height is computed by dividing the NAVD 88
 LB1107.geopotential number by the normal gravity value computed on the
 LB1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1107.degrees latitude (g = 980.6199 gals.).
 LB1107
 LB1107.The modeled gravity was interpolated from observed gravity values.
 LB1107
 LB1107;                    North         East    Units  Estimated Accuracy
 LB1107;SPC IN W     -   611,420.      909,780.      MT  (+/- 180 meters Scaled)
 LB1107
 LB1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL027116(NAD 83)
 LB1107
 LB1107                          SUPERSEDED SURVEY CONTROL
 LB1107
 LB1107  NGVD 29 (??/??/92)  211.481  (m)          693.83   (f) ADJ UNCH    2 0
 LB1107
 LB1107.Superseded values are not recommended for survey control.
 LB1107
 LB1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1107.See file dsdata.pdf to determine how the superseded data were derived.
 LB1107
 LB1107_MARKER: DB = BENCH MARK DISK
 LB1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1107_STAMPING: X 28 1934
 LB1107_MARK LOGO: CGS
 LB1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1107+STABILITY: SURFACE MOTION
 LB1107
 LB1107  HISTORY     - Date     Condition        Report By
 LB1107  HISTORY     - 1934     MONUMENTED       CGS
 LB1107  HISTORY     - 1946     GOOD             CGS
 LB1107
 LB1107                          STATION DESCRIPTION
 LB1107
 LB1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1107'4 MI E FROM WOLCOTT.
 LB1107'4.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1107'AT WOLCOTT, WHITE COUNTY, 1.0 MILE EAST OF THE STATION AT
 LB1107'SEAFIELD, 9 RAILS WEST OF MILEPOST 32, AT A GRAVEL-ROAD
 LB1107'CROSSING, 120 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 34
 LB1107'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 13 FEET NORTH OF AN
 LB1107'EAST-AND-WEST FENCE LINE, 9 FEET WEST OF A POLE, IN LINE WITH
 LB1107'THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LB1107'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 28
 LB1107'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 LB1107'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0134 ***********************************************************************
 JA0134  DESIGNATION -  X 281
 JA0134  PID         -  JA0134
 JA0134  STATE/COUNTY-  IN/LAWRENCE
 JA0134  COUNTRY     -  US
 JA0134  USGS QUAD   -  BEDFORD EAST (2019)
 JA0134
 JA0134                         *CURRENT SURVEY CONTROL
 JA0134  ______________________________________________________________________
 JA0134* NAD 83(1986) POSITION- 38 50 03.     (N) 086 26 54.     (W)   SCALED
 JA0134* NAVD 88 ORTHO HEIGHT -   215.209 (meters)      706.06  (feet) ADJUSTED
 JA0134  ______________________________________________________________________
 JA0134  GEOID HEIGHT    -        -33.091 (meters)                     GEOID18
 JA0134  DYNAMIC HEIGHT  -        215.075 (meters)      705.63  (feet) COMP
 JA0134  MODELED GRAVITY -    980,000.2   (mgal)                       NAVD 88
 JA0134
 JA0134  VERT ORDER      -  FIRST     CLASS II
 JA0134
 JA0134.This mark is at Virgil I Grisson Mun Airport (BFR)
 JA0134
 JA0134.The horizontal coordinates were scaled from a map and have
 JA0134.an estimated accuracy of +/- 6 seconds.
 JA0134
 JA0134.The orthometric height was determined by differential leveling and
 JA0134.adjusted by the NATIONAL GEODETIC SURVEY
 JA0134.in June 1991.
 JA0134
 JA0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0134.GEOID18 height accuracy estimate available here.
 JA0134
 JA0134.Click photographs - Photos may exist for this station.
 JA0134
 JA0134.The dynamic height is computed by dividing the NAVD 88
 JA0134.geopotential number by the normal gravity value computed on the
 JA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0134.degrees latitude (g = 980.6199 gals.).
 JA0134
 JA0134.The modeled gravity was interpolated from observed gravity values.
 JA0134
 JA0134;                    North         East    Units  Estimated Accuracy
 JA0134;SPC IN W     -   398,280.      955,130.      MT  (+/- 180 meters Scaled)
 JA0134
 JA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH478985(NAD 83)
 JA0134
 JA0134                          SUPERSEDED SURVEY CONTROL
 JA0134
 JA0134  NGVD 29 (??/??/92)  215.325  (m)          706.45   (f) ADJ UNCH    1 2
 JA0134
 JA0134.Superseded values are not recommended for survey control.
 JA0134
 JA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0134.See file dsdata.pdf to determine how the superseded data were derived.
 JA0134
 JA0134_MARKER: DB = BENCH MARK DISK
 JA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0134_STAMPING: X 281 1949
 JA0134_MARK LOGO: CGS
 JA0134_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0134+STABILITY: SURFACE MOTION
 JA0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0134+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 JA0134
 JA0134  HISTORY     - Date     Condition        Report By
 JA0134  HISTORY     - 1949     MONUMENTED       CGS
 JA0134  HISTORY     - 1967     GOOD             CGS
 JA0134  HISTORY     - 20140716 GOOD             WOOLPT
 JA0134
 JA0134                          STATION DESCRIPTION
 JA0134
 JA0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0134'4.4 MI SE FROM BEDFORD.
 JA0134'ABOUT 1.0 MILE EAST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JA0134'BEDFORD, THENCE ABOUT 2.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD
 JA0134'TO THE BEDFORD MUNICIPAL AIRPORT OFFICE, THENCE ABOUT 0.9 MILE
 JA0134'SOUTHWEST ALONG THE NORTHEAST-SOUTHWEST RUNWAY, AT THE SOUTHWEST
 JA0134'CORNER OF THE AIRPORT, 130 FEET NORTHEAST OF THE NORTHWEST CORNER
 JA0134'OF A CUT STONE ROCK HOUSE OWNED BY W.W. CROFFORD, 30 FEET EAST
 JA0134'OF THE CENTER LINE OF A ROAD NORTH-SOUTH ALONG THE WEST SIDE OF
 JA0134'THE AIRPORT, 13 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A
 JA0134'EAST-WEST FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JA0134'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JA0134'CONCRETE POST PROJECTING 4 INCHES.
 JA0134
 JA0134                          STATION RECOVERY (1967)
 JA0134
 JA0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0134'RECOVERED IN GOOD CONDITION.
 JA0134
 JA0134                          STATION RECOVERY (2014)
 JA0134
 JA0134'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (CJS)
 JA0134'TO REACH FROM THE COURTHOUSE IN BEDFORD, GO EAST ON US HIGHWAY 50 FOR
 JA0134'1.1 MI (1.8 KM) TO A TRAFFIC SIGNAL AT A 'Y' INTERSECTION.  TURN RIGHT
 JA0134'AND GO SOUTHEAST ON TUNNELTON ROAD FOR 2.3 MI (3.7 KM) TO THE ENTRANCE
 JA0134'TO THE VIRGIL I. GRISSOM MUNICIPAL AIRPORT.  CONTINUE SOUTH ON
 JA0134'TUNNELTON ROAD FOR 0.3 MI (0.5 KM) TO A T-ROAD WEST.  TURN RIGHT AND
 JA0134'GO WEST ON COUNTY ROAD 188 SOUTH FOR 0.25 MI (0.4 KM) TO A CURVE LEFT.
 JA0134'PROCEED AROUND CURVE, NOW ON SUNNY ACRES DRIVE AND GO SOUTH THEN WEST
 JA0134'FOR 0.6 MI (1.0 KM) TO A T-ROAD NORTH.  TURN RIGHT AND GO NORTH ON
 JA0134'COUNTY ROAD 150 EAST FOR 0.14 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 JA0134'THE STATION IS 30 FT (9.1 M) EAST OF THE CENTERLINE OF COUNTY ROAD 150
 JA0134'EAST, 21.5 FT (6.6 M) SOUTH OF THE SOUTH END OF A CHAIN LINK FENCE AND
 JA0134'1.2 FT (0.4 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1225 ***********************************************************************
 JA1225  DESIGNATION -  X 282
 JA1225  PID         -  JA1225
 JA1225  STATE/COUNTY-  IN/POSEY
 JA1225  COUNTRY     -  US
 JA1225  USGS QUAD   -  SOLITUDE (2019)
 JA1225
 JA1225                         *CURRENT SURVEY CONTROL
 JA1225  ______________________________________________________________________
 JA1225* NAD 83(1986) POSITION- 38 05 23.     (N) 087 56 30.     (W)   SCALED
 JA1225* NAVD 88 ORTHO HEIGHT -   141.550 (meters)      464.40  (feet) ADJUSTED
 JA1225  ______________________________________________________________________
 JA1225  GEOID HEIGHT    -        -30.757 (meters)                     GEOID18
 JA1225  DYNAMIC HEIGHT  -        141.454 (meters)      464.09  (feet) COMP
 JA1225  MODELED GRAVITY -    979,952.4   (mgal)                       NAVD 88
 JA1225
 JA1225  VERT ORDER      -  FIRST     CLASS II
 JA1225
 JA1225.The horizontal coordinates were scaled from a map and have
 JA1225.an estimated accuracy of +/- 6 seconds.
 JA1225
 JA1225.The orthometric height was determined by differential leveling and
 JA1225.adjusted by the NATIONAL GEODETIC SURVEY
 JA1225.in June 1991.
 JA1225
 JA1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1225.GEOID18 height accuracy estimate available here.
 JA1225
 JA1225.Click photographs - Photos may exist for this station.
 JA1225
 JA1225.The dynamic height is computed by dividing the NAVD 88
 JA1225.geopotential number by the normal gravity value computed on the
 JA1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1225.degrees latitude (g = 980.6199 gals.).
 JA1225
 JA1225.The modeled gravity was interpolated from observed gravity values.
 JA1225
 JA1225;                    North         East    Units  Estimated Accuracy
 JA1225;SPC IN W     -   315,800.      824,700.      MT  (+/- 180 meters Scaled)
 JA1225
 JA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH174161(NAD 83)
 JA1225
 JA1225                          SUPERSEDED SURVEY CONTROL
 JA1225
 JA1225  NGVD 29 (??/??/92)  141.668  (m)          464.79   (f) ADJ UNCH    1 2
 JA1225
 JA1225.Superseded values are not recommended for survey control.
 JA1225
 JA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1225.See file dsdata.pdf to determine how the superseded data were derived.
 JA1225
 JA1225_MARKER: DB = BENCH MARK DISK
 JA1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1225_STAMPING: X 282 1954
 JA1225_MARK LOGO: CGS
 JA1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1225+STABILITY: SURFACE MOTION
 JA1225
 JA1225  HISTORY     - Date     Condition        Report By
 JA1225  HISTORY     - 1954     MONUMENTED       CGS
 JA1225
 JA1225                          STATION DESCRIPTION
 JA1225
 JA1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1225'4.2 MI SW FROM NEW HARMONY.
 JA1225'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1225'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1225'THENCE ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1225'THENCE ABOUT 1.55 MILES WEST AND SOUTH ALONG A GRAVEL ROAD TO
 JA1225'ABANDONED WINKLERS FERRY LANDING ON WABASH RIVER, THENCE ABOUT
 JA1225'0.7 MILE EAST ALONG A GRAVEL ROAD, AT A NORTH-SOUTH CROSSROAD, 29
 JA1225'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 46 FEET WEST OF
 JA1225'CENTER LINE OF NORTH-SOUTH ROAD, 24 1/2 FEET SOUTHWEST OF A
 JA1225'TRIANGULAR BLAZED 20-INCH HACKBERRY TREE, 17 FEET
 JA1225'EAST-NORTHEAST OF A TRIANGULAR BLAZED 30-INCH HACKBERRY TREE,
 JA1225'4 1/2 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 15, 1 1/2 FEET
 JA1225'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 JA1225'OF EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1225'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE ABOVE
 JA1225'REFERENCED POINT IN NEW HARMONY BY GOING ABOUT 0.6 MILE SOUTH
 JA1225'ALONG STATE HIGHWAY 69, THENCE ABOUT 2.3 MILES SOUTHWEST AND
 JA1225'SOUTH ALONG A GRAVEL ROAD TO AN EAST-WEST CROSS ROAD AND MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1178 ***********************************************************************
 JA1178  DESIGNATION -  X 283
 JA1178  PID         -  JA1178
 JA1178  STATE/COUNTY-  IN/GIBSON
 JA1178  COUNTRY     -  US
 JA1178  USGS QUAD   -  KEENSBURG (2018)
 JA1178
 JA1178                         *CURRENT SURVEY CONTROL
 JA1178  ______________________________________________________________________
 JA1178* NAD 83(1986) POSITION- 38 19 32.     (N) 087 49 29.     (W)   SCALED
 JA1178* NAVD 88 ORTHO HEIGHT -   118.491 (meters)      388.75  (feet) ADJUSTED
 JA1178  ______________________________________________________________________
 JA1178  GEOID HEIGHT    -        -31.156 (meters)                     GEOID18
 JA1178  DYNAMIC HEIGHT  -        118.414 (meters)      388.50  (feet) COMP
 JA1178  MODELED GRAVITY -    979,979.6   (mgal)                       NAVD 88
 JA1178
 JA1178  VERT ORDER      -  FIRST     CLASS II
 JA1178
 JA1178.The horizontal coordinates were scaled from a map and have
 JA1178.an estimated accuracy of +/- 6 seconds.
 JA1178
 JA1178.The orthometric height was determined by differential leveling and
 JA1178.adjusted by the NATIONAL GEODETIC SURVEY
 JA1178.in June 1991.
 JA1178
 JA1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1178.GEOID18 height accuracy estimate available here.
 JA1178
 JA1178.Click photographs - Photos may exist for this station.
 JA1178
 JA1178.The dynamic height is computed by dividing the NAVD 88
 JA1178.geopotential number by the normal gravity value computed on the
 JA1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1178.degrees latitude (g = 980.6199 gals.).
 JA1178
 JA1178.The modeled gravity was interpolated from observed gravity values.
 JA1178
 JA1178;                    North         East    Units  Estimated Accuracy
 JA1178;SPC IN W     -   341,890.      835,170.      MT  (+/- 180 meters Scaled)
 JA1178
 JA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH279422(NAD 83)
 JA1178
 JA1178                          SUPERSEDED SURVEY CONTROL
 JA1178
 JA1178  NGVD 29 (??/??/92)  118.625  (m)          389.19   (f) ADJ UNCH    1 2
 JA1178
 JA1178.Superseded values are not recommended for survey control.
 JA1178
 JA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1178.See file dsdata.pdf to determine how the superseded data were derived.
 JA1178
 JA1178_MARKER: DB = BENCH MARK DISK
 JA1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1178_STAMPING: X 283 1954
 JA1178_MARK LOGO: CGS
 JA1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1178+STABILITY: SURFACE MOTION
 JA1178
 JA1178  HISTORY     - Date     Condition        Report By
 JA1178  HISTORY     - 1954     MONUMENTED       CGS
 JA1178
 JA1178                          STATION DESCRIPTION
 JA1178
 JA1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1178'2.6 MI N FROM CROWLEYVILLE.
 JA1178'ABOUT 2.65 MILES NORTH ALONG A GRAVEL ROAD PARALLELING THE LEFT
 JA1178'BANK OF WABASH RIVER FROM THE 90-FOOT STEEL BRIDGE OVER SUMNER
 JA1178'DITCH AT CROWLEYVILLE, ABOUT 0.45 MILE NORTH OF JUNCTION OF A ROAD
 JA1178'EAST, ABOUT 0.25 MILE SOUTH OF A ROAD EAST, 19 FEET EAST OF
 JA1178'CENTER LINE OF ROAD, 72 FEET NORTHWEST OF NORTHWEST CORNER
 JA1178'OF OSCAR KRIEG RESIDENCE, 70 FEET SOUTHWEST OF SOUTHWEST CORNER
 JA1178'OF A BARN, 14 1/2 FEET NORTH-NORTHWEST OF CENTER OF A FARM
 JA1178'GATE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 JA1178'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET
 JA1178'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1157 ***********************************************************************
 JA1157  DESIGNATION -  X 284
 JA1157  PID         -  JA1157
 JA1157  STATE/COUNTY-  IN/KNOX
 JA1157  COUNTRY     -  US
 JA1157  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1157
 JA1157                         *CURRENT SURVEY CONTROL
 JA1157  ______________________________________________________________________
 JA1157* NAD 83(1986) POSITION- 38 27 24.     (N) 087 44 48.     (W)   SCALED
 JA1157* NAVD 88 ORTHO HEIGHT -   121.208 (meters)      397.66  (feet) ADJUSTED
 JA1157  ______________________________________________________________________
 JA1157  GEOID HEIGHT    -        -31.305 (meters)                     GEOID18
 JA1157  DYNAMIC HEIGHT  -        121.132 (meters)      397.41  (feet) COMP
 JA1157  MODELED GRAVITY -    979,998.0   (mgal)                       NAVD 88
 JA1157
 JA1157  VERT ORDER      -  FIRST     CLASS II
 JA1157
 JA1157.The horizontal coordinates were scaled from a map and have
 JA1157.an estimated accuracy of +/- 6 seconds.
 JA1157
 JA1157.The orthometric height was determined by differential leveling and
 JA1157.adjusted by the NATIONAL GEODETIC SURVEY
 JA1157.in June 1991.
 JA1157
 JA1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1157.GEOID18 height accuracy estimate available here.
 JA1157
 JA1157.Click photographs - Photos may exist for this station.
 JA1157
 JA1157.The dynamic height is computed by dividing the NAVD 88
 JA1157.geopotential number by the normal gravity value computed on the
 JA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1157.degrees latitude (g = 980.6199 gals.).
 JA1157
 JA1157.The modeled gravity was interpolated from observed gravity values.
 JA1157
 JA1157;                    North         East    Units  Estimated Accuracy
 JA1157;SPC IN W     -   356,390.      842,100.      MT  (+/- 180 meters Scaled)
 JA1157
 JA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH348567(NAD 83)
 JA1157
 JA1157                          SUPERSEDED SURVEY CONTROL
 JA1157
 JA1157  NGVD 29 (??/??/92)  121.344  (m)          398.11   (f) ADJ UNCH    1 2
 JA1157
 JA1157.Superseded values are not recommended for survey control.
 JA1157
 JA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1157.See file dsdata.pdf to determine how the superseded data were derived.
 JA1157
 JA1157_MARKER: DB = BENCH MARK DISK
 JA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1157_STAMPING: X 284 1954
 JA1157_MARK LOGO: CGS
 JA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1157+STABILITY: SURFACE MOTION
 JA1157
 JA1157  HISTORY     - Date     Condition        Report By
 JA1157  HISTORY     - 1954     MONUMENTED       CGS
 JA1157
 JA1157                          STATION DESCRIPTION
 JA1157
 JA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1157'3.7 MI NE FROM MT CARMEL.
 JA1157'ABOUT 3.7 MILES NORTHEAST ALONG A ROAD PARALLELING THE LEFT BANK
 JA1157'OF THE WABASH RIVER FROM THE FERRY LANDING OPPOSITE MT. CARMEL,
 JA1157'ILLINOIS, 29 FEET NORTH OF CENTER LINE OF ROAD, 68 FEET NORTHWEST
 JA1157'AND ACROSS ROAD FROM A TRIANGULAR BLAZED 10-INCH HICKORY TREE,
 JA1157'42 FEET NORTH AND ACROSS ROAD FROM A 12-INCH FORKED BLACK WALNUT
 JA1157'TREE WHICH IS IN A FENCE LINE, 35 FEET NORTHEAST OF NORTH END
 JA1157'OF A 60-INCH METAL PIPE CULVERT, 25 FEET EAST OF CENTER OF A
 JA1157'DRAINAGE DITCH, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1157'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1157'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1191 ***********************************************************************
 ME1191  DESIGNATION -  X 285
 ME1191  PID         -  ME1191
 ME1191  STATE/COUNTY-  IN/LAKE
 ME1191  COUNTRY     -  US
 ME1191  USGS QUAD   -  SCHNEIDER (2019)
 ME1191
 ME1191                         *CURRENT SURVEY CONTROL
 ME1191  ______________________________________________________________________
 ME1191* NAD 83(1986) POSITION- 41 11 17.     (N) 087 27 27.     (W)   SCALED
 ME1191* NAVD 88 ORTHO HEIGHT -   192.680 (meters)      632.15  (feet) ADJUSTED
 ME1191  ______________________________________________________________________
 ME1191  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 ME1191  DYNAMIC HEIGHT  -        192.599 (meters)      631.89  (feet) COMP
 ME1191  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 ME1191
 ME1191  VERT ORDER      -  SECOND    CLASS 0
 ME1191
 ME1191.The horizontal coordinates were scaled from a map and have
 ME1191.an estimated accuracy of +/- 6 seconds.
 ME1191
 ME1191.The orthometric height was determined by differential leveling and
 ME1191.adjusted by the NATIONAL GEODETIC SURVEY
 ME1191.in June 1991.
 ME1191
 ME1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1191.GEOID18 height accuracy estimate available here.
 ME1191
 ME1191.Click photographs - Photos may exist for this station.
 ME1191
 ME1191.The dynamic height is computed by dividing the NAVD 88
 ME1191.geopotential number by the normal gravity value computed on the
 ME1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1191.degrees latitude (g = 980.6199 gals.).
 ME1191
 ME1191.The modeled gravity was interpolated from observed gravity values.
 ME1191
 ME1191;                    North         East    Units  Estimated Accuracy
 ME1191;SPC IN W     -   659,510.      868,610.      MT  (+/- 180 meters Scaled)
 ME1191
 ME1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616597(NAD 83)
 ME1191
 ME1191                          SUPERSEDED SURVEY CONTROL
 ME1191
 ME1191  NGVD 29 (??/??/92)  192.768  (m)          632.44   (f) ADJ UNCH    2 0
 ME1191
 ME1191.Superseded values are not recommended for survey control.
 ME1191
 ME1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1191.See file dsdata.pdf to determine how the superseded data were derived.
 ME1191
 ME1191_MARKER: DB = BENCH MARK DISK
 ME1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1191_STAMPING: X 285 1954
 ME1191_MARK LOGO: CGS
 ME1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1191+STABILITY: SURFACE MOTION
 ME1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1191+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2002
 ME1191
 ME1191  HISTORY     - Date     Condition        Report By
 ME1191  HISTORY     - 1954     MONUMENTED       CGS
 ME1191  HISTORY     - 20020218 GOOD             DUCKS
 ME1191
 ME1191                          STATION DESCRIPTION
 ME1191
 ME1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1191'0.6 MI W FROM SCHNEIDER.
 ME1191'ABOUT 0.55 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1191'STATION AT SCHNEIDER, AT A PRIVATE FARM ROAD CROSSING, 46 FEET
 ME1191'SOUTH OF SOUTH RAIL OF MAIN TRACK, 60 FEET SOUTHWEST OF CENTER
 ME1191'OF CROSSING OF MAIN TRACK AND FARM ROAD, 30 FEET WEST OF CENTER
 ME1191'OF GAP IN FENCE LINE FOR PRIVATE ROAD, 1 FOOT NORTH OF A FENCE
 ME1191'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 ME1191'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1191'PROJECTING 3 INCHES.
 ME1191
 ME1191                          STATION RECOVERY (2002)
 ME1191
 ME1191'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 ME1191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1286 ***********************************************************************
 JA1286  DESIGNATION -  X 292
 JA1286  PID         -  JA1286
 JA1286  STATE/COUNTY-  IN/SULLIVAN
 JA1286  COUNTRY     -  US
 JA1286  USGS QUAD   -  HEATHSVILLE (2018)
 JA1286
 JA1286                         *CURRENT SURVEY CONTROL
 JA1286  ______________________________________________________________________
 JA1286* NAD 83(1986) POSITION- 38 59 15.54   (N) 087 32 33.73   (W)   HD_HELD1
 JA1286* NAVD 88 ORTHO HEIGHT -   130.477 (meters)      428.07  (feet) ADJUSTED
 JA1286  ______________________________________________________________________
 JA1286  GEOID HEIGHT    -        -32.015 (meters)                     GEOID18
 JA1286  DYNAMIC HEIGHT  -        130.400 (meters)      427.82  (feet) COMP
 JA1286  MODELED GRAVITY -    980,034.6   (mgal)                       NAVD 88
 JA1286
 JA1286  VERT ORDER      -  FIRST     CLASS II
 JA1286
 JA1286.The horizontal coordinates were determined by differentially corrected
 JA1286.hand held GPS observations or other comparable positioning techniques
 JA1286.and have an estimated accuracy of +/- 3 meters.
 JA1286
 JA1286.The orthometric height was determined by differential leveling and
 JA1286.adjusted by the NATIONAL GEODETIC SURVEY
 JA1286.in June 1991.
 JA1286
 JA1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1286.GEOID18 height accuracy estimate available here.
 JA1286
 JA1286.Click photographs - Photos may exist for this station.
 JA1286
 JA1286.The dynamic height is computed by dividing the NAVD 88
 JA1286.geopotential number by the normal gravity value computed on the
 JA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1286.degrees latitude (g = 980.6199 gals.).
 JA1286
 JA1286.The modeled gravity was interpolated from observed gravity values.
 JA1286
 JA1286;                    North         East    Units  Estimated Accuracy
 JA1286;SPC IN W     -   415,225.7     860,200.8     MT  (+/- 3 meters HH1 GPS) 
 JA1286
 JA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5299815546(NAD 83)
 JA1286
 JA1286                          SUPERSEDED SURVEY CONTROL
 JA1286
 JA1286  NGVD 29 (??/??/92)  130.610  (m)          428.51   (f) ADJ UNCH    1 2
 JA1286
 JA1286.Superseded values are not recommended for survey control.
 JA1286
 JA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1286.See file dsdata.pdf to determine how the superseded data were derived.
 JA1286
 JA1286_MARKER: DB = BENCH MARK DISK
 JA1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1286_STAMPING: X 292 1956
 JA1286_MARK LOGO: CGS
 JA1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1286+STABILITY: SURFACE MOTION
 JA1286
 JA1286  HISTORY     - Date     Condition        Report By
 JA1286  HISTORY     - 1956     MONUMENTED       CGS
 JA1286
 JA1286                          STATION DESCRIPTION
 JA1286
 JA1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1286'3.6 MI SE FROM RIVERTON.
 JA1286'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1286'EAST END OF RR BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE ABOUT
 JA1286'0.6 MILE SOUTHEAST ALONG A SPUR TRACK TO MEROM GRAVEL PITS AND
 JA1286'END OF SPUR TRACK, THENCE ABOUT 1.3 MILES SOUTH ALONG A GRAVEL
 JA1286'ROAD, THENCE ABOUT 0.45 MILE EAST, ABOUT 0.5 MILE SOUTH AND ABOUT
 JA1286'0.5 MILE EAST ALONG GRAVEL ROADS, NEAR LINE BETWEEN SECTIONS 5
 JA1286'AND 8, T.6 N., R.10 W., ON THE OUTSIDE OF A CURVE IN ROAD WITH
 JA1286'TANGENTS EXTENDING SOUTH AND WEST, 43 FEET NORTHEAST OF CENTER
 JA1286'LINE OF ROAD, 57 FEET EAST-NORTHEAST AND ACROSS ROAD FROM A
 JA1286'LONE 36-INCH HACKBERRY TREE, 11 FEET EAST OF CENTER LINE OF A
 JA1286'FARM DRIVE LEADING NORTH, 22 FEET EAST-SOUTHEAST AND ACROSS FARM
 JA1286'DRIVE FROM A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE EXTENDING
 JA1286'NORTH, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1286'1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JA1286'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1282 ***********************************************************************
 KA1282  DESIGNATION -  X 293
 KA1282  PID         -  KA1282
 KA1282  STATE/COUNTY-  IN/VIGO
 KA1282  COUNTRY     -  US
 KA1282  USGS QUAD   -  HUTTON (2019)
 KA1282
 KA1282                         *CURRENT SURVEY CONTROL
 KA1282  ______________________________________________________________________
 KA1282* NAD 83(1986) POSITION- 39 18 48.8    (N) 087 35 27.0    (W)   HD_HELD2
 KA1282* NAVD 88 ORTHO HEIGHT -   136.627 (meters)      448.25  (feet) ADJUSTED
 KA1282  ______________________________________________________________________
 KA1282  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KA1282  DYNAMIC HEIGHT  -        136.548 (meters)      447.99  (feet) COMP
 KA1282  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 KA1282
 KA1282  VERT ORDER      -  FIRST     CLASS II
 KA1282
 KA1282.The horizontal coordinates were established by autonomous hand held GPS
 KA1282.observations and have an estimated accuracy of +/- 10 meters.
 KA1282
 KA1282.The orthometric height was determined by differential leveling and
 KA1282.adjusted by the NATIONAL GEODETIC SURVEY
 KA1282.in June 1991.
 KA1282
 KA1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1282.GEOID18 height accuracy estimate available here.
 KA1282
 KA1282.Click photographs - Photos may exist for this station.
 KA1282
 KA1282.The dynamic height is computed by dividing the NAVD 88
 KA1282.geopotential number by the normal gravity value computed on the
 KA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1282.degrees latitude (g = 980.6199 gals.).
 KA1282
 KA1282.The modeled gravity was interpolated from observed gravity values.
 KA1282
 KA1282;                    North         East    Units  Estimated Accuracy
 KA1282;SPC IN W     -   451,428.      856,233.      MT  (+/- 10 meters HH2 GPS)
 KA1282
 KA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4906551739(NAD 83)
 KA1282
 KA1282                          SUPERSEDED SURVEY CONTROL
 KA1282
 KA1282  NGVD 29 (??/??/92)  136.738  (m)          448.61   (f) ADJ UNCH    1 2
 KA1282
 KA1282.Superseded values are not recommended for survey control.
 KA1282
 KA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1282.See file dsdata.pdf to determine how the superseded data were derived.
 KA1282
 KA1282_MARKER: DB = BENCH MARK DISK
 KA1282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1282_STAMPING: X 293 1956
 KA1282_MARK LOGO: CGS
 KA1282_PROJECTION: FLUSH
 KA1282_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1282
 KA1282  HISTORY     - Date     Condition        Report By
 KA1282  HISTORY     - 1956     MONUMENTED       CGS
 KA1282  HISTORY     - 1969     GOOD             CGS
 KA1282
 KA1282                          STATION DESCRIPTION
 KA1282
 KA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1282'3.3 MI NE FROM DARWIN.
 KA1282'IN VIGO COUNTY, INDIANA, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD
 KA1282'FROM THE FERRY LANDING ON EAST BANK OF WABASH RIVER OPPOSITE
 KA1282'DARWIN, CLARK COUNTY, ILLINOIS, THENCE ABOUT 2.25 MILES NORTH ALONG
 KA1282'A GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, IN
 KA1282'SECTION 13, R. 11 W., T. 10 N., 11 FEET SOUTH OF CENTER LINE OF
 KA1282'EAST-WEST ROAD, 124 FEET EAST OF CENTER LINE OF ROAD SOUTH, 1 1/2
 KA1282'FEET EAST OF EAST END OF CONCRETE HEAD WALL OF A 2-FOOT CULVERT
 KA1282'UNDER ROAD EAST AND IN LINE WITH CENTER OF HEAD WALL, 1 1/2 FEET
 KA1282'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND IS
 KA1282'A DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH
 KA1282'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH.
 KA1282'THE ROD IS DRIVEN TO A DEPTH OF 60-FEET.
 KA1282
 KA1282                          STATION RECOVERY (1969)
 KA1282
 KA1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1284 ***********************************************************************
 LB1284  DESIGNATION -  X 30
 LB1284  PID         -  LB1284
 LB1284  STATE/COUNTY-  IN/BENTON
 LB1284  COUNTRY     -  US
 LB1284  USGS QUAD   -  TEMPLETON (2019)
 LB1284
 LB1284                         *CURRENT SURVEY CONTROL
 LB1284  ______________________________________________________________________
 LB1284* NAD 83(1986) POSITION- 40 30 42.     (N) 087 12 22.     (W)   SCALED
 LB1284* NAVD 88 ORTHO HEIGHT -   214.024 (meters)      702.18  (feet) ADJUSTED
 LB1284  ______________________________________________________________________
 LB1284  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 LB1284  DYNAMIC HEIGHT  -        213.918 (meters)      701.83  (feet) COMP
 LB1284  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 LB1284
 LB1284  VERT ORDER      -  SECOND    CLASS 0
 LB1284
 LB1284.The horizontal coordinates were scaled from a map and have
 LB1284.an estimated accuracy of +/- 6 seconds.
 LB1284
 LB1284.The orthometric height was determined by differential leveling and
 LB1284.adjusted by the NATIONAL GEODETIC SURVEY
 LB1284.in June 1991.
 LB1284
 LB1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1284.GEOID18 height accuracy estimate available here.
 LB1284
 LB1284.Click photographs - Photos may exist for this station.
 LB1284
 LB1284.The dynamic height is computed by dividing the NAVD 88
 LB1284.geopotential number by the normal gravity value computed on the
 LB1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1284.degrees latitude (g = 980.6199 gals.).
 LB1284
 LB1284.The modeled gravity was interpolated from observed gravity values.
 LB1284
 LB1284;                    North         East    Units  Estimated Accuracy
 LB1284;SPC IN W     -   584,340.      889,600.      MT  (+/- 180 meters Scaled)
 LB1284
 LB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK825845(NAD 83)
 LB1284
 LB1284                          SUPERSEDED SURVEY CONTROL
 LB1284
 LB1284  NGVD 29 (??/??/92)  214.092  (m)          702.40   (f) ADJ UNCH    2 0
 LB1284
 LB1284.Superseded values are not recommended for survey control.
 LB1284
 LB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1284.See file dsdata.pdf to determine how the superseded data were derived.
 LB1284
 LB1284_MARKER: DB = BENCH MARK DISK
 LB1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1284_STAMPING: X 30 1934
 LB1284_MARK LOGO: CGS
 LB1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1284+STABILITY: SURFACE MOTION
 LB1284
 LB1284  HISTORY     - Date     Condition        Report By
 LB1284  HISTORY     - 1934     MONUMENTED       CGS
 LB1284
 LB1284                          STATION DESCRIPTION
 LB1284
 LB1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1284'AT TEMPLETON.
 LB1284'AT TEMPLETON, BENTON COUNTY, 44 YARDS EAST OF THE EAST END OF
 LB1284'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD BRICK STATION,
 LB1284'112 YARDS WEST OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 LB1284'CHICAGO AND ST. LOUIS RAILWAY, 43.7 FEET EAST OF THE EAST PEDESTAL
 LB1284'OF A WATER TANK, 19.1 FEET NORTH OF THE NORTH RAIL OF THE
 LB1284'N.Y.C. AND ST. L.R.R., AND 16.3 FEET SOUTH OF THE SOUTH RAIL
 LB1284'OF THE EAST-BOUND TRACK OF THE C.C.C. AND ST. L. RY.  A
 LB1284'STANDARD DISK, STAMPED X 30 1934 AND SET IN THE TOP OF A
 LB1284'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0680 ***********************************************************************
 JA0680  DESIGNATION -  X 309
 JA0680  PID         -  JA0680
 JA0680  STATE/COUNTY-  IN/MARTIN
 JA0680  COUNTRY     -  US
 JA0680  USGS QUAD   -  HURON (2019)
 JA0680
 JA0680                         *CURRENT SURVEY CONTROL
 JA0680  ______________________________________________________________________
 JA0680* NAD 83(1986) POSITION- 38 40 58.     (N) 086 44 15.     (W)   SCALED
 JA0680* NAVD 88 ORTHO HEIGHT -   146.108 (meters)      479.36  (feet) ADJUSTED
 JA0680  ______________________________________________________________________
 JA0680  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 JA0680  DYNAMIC HEIGHT  -        146.015 (meters)      479.05  (feet) COMP
 JA0680  MODELED GRAVITY -    979,985.7   (mgal)                       NAVD 88
 JA0680
 JA0680  VERT ORDER      -  FIRST     CLASS II
 JA0680
 JA0680.The horizontal coordinates were scaled from a map and have
 JA0680.an estimated accuracy of +/- 6 seconds.
 JA0680
 JA0680.The orthometric height was determined by differential leveling and
 JA0680.adjusted by the NATIONAL GEODETIC SURVEY
 JA0680.in June 1991.
 JA0680
 JA0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0680.GEOID18 height accuracy estimate available here.
 JA0680
 JA0680.Click photographs - Photos may exist for this station.
 JA0680
 JA0680.The dynamic height is computed by dividing the NAVD 88
 JA0680.geopotential number by the normal gravity value computed on the
 JA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0680.degrees latitude (g = 980.6199 gals.).
 JA0680
 JA0680.The modeled gravity was interpolated from observed gravity values.
 JA0680
 JA0680;                    North         East    Units  Estimated Accuracy
 JA0680;SPC IN W     -   381,340.      930,090.      MT  (+/- 180 meters Scaled)
 JA0680
 JA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH228816(NAD 83)
 JA0680
 JA0680                          SUPERSEDED SURVEY CONTROL
 JA0680
 JA0680  NGVD 29 (??/??/92)  146.241  (m)          479.79   (f) ADJ UNCH    1 2
 JA0680
 JA0680.Superseded values are not recommended for survey control.
 JA0680
 JA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0680.See file dsdata.pdf to determine how the superseded data were derived.
 JA0680
 JA0680_MARKER: DB = BENCH MARK DISK
 JA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0680_STAMPING: X 309 1965
 JA0680_MARK LOGO: CGS
 JA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0680+STABILITY: SURFACE MOTION
 JA0680
 JA0680  HISTORY     - Date     Condition        Report By
 JA0680  HISTORY     - 1965     MONUMENTED       CGS
 JA0680
 JA0680                          STATION DESCRIPTION
 JA0680
 JA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0680'4.2 MI E FROM SHOALS.
 JA0680'ABOUT 4.25 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA0680'STATION AT SHOALS, OR ABOUT 4.8 MILES SOUTHWEST ALONG THE
 JA0680'BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF ROAD NUMBER
 JA0680'1036W AT HURON, IN SECTION 22, T 3 N, R 3 W, 4 POLES NORTHEAST
 JA0680'OF MILEPOST 142-40, 41 FEET EAST OF THE CENTER OF A CROSSING
 JA0680'OF THE RAILROAD AND A ROAD, 28 FEET SOUTH OF THE SOUTHEAST RAIL,
 JA0680'23 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 JA0680'NORTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTHEAST OF A METAL
 JA0680'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 JA0680'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0401 ***********************************************************************
 JA0401  DESIGNATION -  X 310
 JA0401  PID         -  JA0401
 JA0401  STATE/COUNTY-  IN/CRAWFORD
 JA0401  COUNTRY     -  US
 JA0401  USGS QUAD   -  ENGLISH (2019)
 JA0401
 JA0401                         *CURRENT SURVEY CONTROL
 JA0401  ______________________________________________________________________
 JA0401* NAD 83(1986) POSITION- 38 16 32.     (N) 086 28 34.     (W)   SCALED
 JA0401* NAVD 88 ORTHO HEIGHT -   181.093 (meters)      594.14  (feet) ADJUSTED
 JA0401  ______________________________________________________________________
 JA0401  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 JA0401  DYNAMIC HEIGHT  -        180.966 (meters)      593.72  (feet) COMP
 JA0401  MODELED GRAVITY -    979,925.8   (mgal)                       NAVD 88
 JA0401
 JA0401  VERT ORDER      -  FIRST     CLASS II
 JA0401
 JA0401.The horizontal coordinates were scaled from a map and have
 JA0401.an estimated accuracy of +/- 6 seconds.
 JA0401
 JA0401.The orthometric height was determined by differential leveling and
 JA0401.adjusted by the NATIONAL GEODETIC SURVEY
 JA0401.in June 1991.
 JA0401
 JA0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0401.GEOID18 height accuracy estimate available here.
 JA0401
 JA0401.Click photographs - Photos may exist for this station.
 JA0401
 JA0401.The dynamic height is computed by dividing the NAVD 88
 JA0401.geopotential number by the normal gravity value computed on the
 JA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0401.degrees latitude (g = 980.6199 gals.).
 JA0401
 JA0401.The modeled gravity was interpolated from observed gravity values.
 JA0401
 JA0401;                    North         East    Units  Estimated Accuracy
 JA0401;SPC IN W     -   336,250.      953,130.      MT  (+/- 180 meters Scaled)
 JA0401
 JA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458365(NAD 83)
 JA0401
 JA0401                          SUPERSEDED SURVEY CONTROL
 JA0401
 JA0401  NGVD 29 (??/??/92)  181.200  (m)          594.49   (f) ADJ UNCH    1 2
 JA0401
 JA0401.Superseded values are not recommended for survey control.
 JA0401
 JA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0401.See file dsdata.pdf to determine how the superseded data were derived.
 JA0401
 JA0401_MARKER: DB = BENCH MARK DISK
 JA0401_SETTING: 66 = SET IN ROCK OUTCROP
 JA0401_STAMPING: X 310 1965
 JA0401_MARK LOGO: CGS
 JA0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0401+STABILITY: POSITION/ELEVATION WELL
 JA0401
 JA0401  HISTORY     - Date     Condition        Report By
 JA0401  HISTORY     - 1965     MONUMENTED       CGS
 JA0401
 JA0401                          STATION DESCRIPTION
 JA0401
 JA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0401'1.4 MI S FROM GRANTSBURG.
 JA0401'1.35 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0401'GRANTSBURG, IN SECTION 12, T 3 S, R 1 W, 22 FEET SOUTH OF THE
 JA0401'CENTER LINE OF THE HIGHWAY, SET IN A ROCK OUTCROP, 157 FEET
 JA0401'WEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTHEAST, ABOUT
 JA0401'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0827 ***********************************************************************
 JA0827  DESIGNATION -  X 311
 JA0827  PID         -  JA0827
 JA0827  STATE/COUNTY-  IN/DAVIESS
 JA0827  COUNTRY     -  US
 JA0827  USGS QUAD   -  MONTGOMERY (2019)
 JA0827
 JA0827                         *CURRENT SURVEY CONTROL
 JA0827  ______________________________________________________________________
 JA0827* NAD 83(1986) POSITION- 38 39 38.     (N) 087 06 06.     (W)   SCALED
 JA0827* NAVD 88 ORTHO HEIGHT -   159.084 (meters)      521.93  (feet) ADJUSTED
 JA0827  ______________________________________________________________________
 JA0827  GEOID HEIGHT    -        -32.417 (meters)                     GEOID18
 JA0827  DYNAMIC HEIGHT  -        158.983 (meters)      521.60  (feet) COMP
 JA0827  MODELED GRAVITY -    979,989.9   (mgal)                       NAVD 88
 JA0827
 JA0827  VERT ORDER      -  FIRST     CLASS II
 JA0827
 JA0827.The horizontal coordinates were scaled from a map and have
 JA0827.an estimated accuracy of +/- 6 seconds.
 JA0827
 JA0827.The orthometric height was determined by differential leveling and
 JA0827.adjusted by the NATIONAL GEODETIC SURVEY
 JA0827.in June 1991.
 JA0827
 JA0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0827.GEOID18 height accuracy estimate available here.
 JA0827
 JA0827.Click photographs - Photos may exist for this station.
 JA0827
 JA0827.The dynamic height is computed by dividing the NAVD 88
 JA0827.geopotential number by the normal gravity value computed on the
 JA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0827.degrees latitude (g = 980.6199 gals.).
 JA0827
 JA0827.The modeled gravity was interpolated from observed gravity values.
 JA0827
 JA0827;                    North         East    Units  Estimated Accuracy
 JA0827;SPC IN W     -   378,820.      898,400.      MT  (+/- 180 meters Scaled)
 JA0827
 JA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH911791(NAD 83)
 JA0827
 JA0827                          SUPERSEDED SURVEY CONTROL
 JA0827
 JA0827  NGVD 29 (??/??/92)  159.211  (m)          522.34   (f) ADJ UNCH    1 2
 JA0827
 JA0827.Superseded values are not recommended for survey control.
 JA0827
 JA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0827.See file dsdata.pdf to determine how the superseded data were derived.
 JA0827
 JA0827_MARKER: DB = BENCH MARK DISK
 JA0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0827_STAMPING: X 311 1965
 JA0827_MARK LOGO: CGS
 JA0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0827+STABILITY: SURFACE MOTION
 JA0827
 JA0827  HISTORY     - Date     Condition        Report By
 JA0827  HISTORY     - 1965     MONUMENTED       CGS
 JA0827
 JA0827                          STATION DESCRIPTION
 JA0827
 JA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0827'4.1 MI E FROM WASHINGTON.
 JA0827'ABOUT 4.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0827'THE STATION AT WASHINGTON, OR ABOUT 3.1 MILES WEST ALONG THE
 JA0827'BALTIMORE AND OHIO RAILROAD FROM THE STATION AT MONTGOMERY, IN
 JA0827'SECTION 29, T 3 N, R 6 W, AT A CROSSING OF THE RAILROAD AND A
 JA0827'FARM ROAD, 4 POLES WEST OF MILEPOST 165-20, 31 FEET SOUTH OF THE
 JA0827'SOUTH RAIL, 33 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 JA0827'2.2 FEET WEST OF A POWER POLE, 1.4 FEET NORTH OF A WOODEN WITNESS
 JA0827'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA0827'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0277 ***********************************************************************
 JA0277  DESIGNATION -  X 312
 JA0277  PID         -  JA0277
 JA0277  STATE/COUNTY-  IN/CRAWFORD
 JA0277  COUNTRY     -  US
 JA0277  USGS QUAD   -  ENGLISH (2019)
 JA0277
 JA0277                         *CURRENT SURVEY CONTROL
 JA0277  ______________________________________________________________________
 JA0277* NAD 83(1986) POSITION- 38 21 06.     (N) 086 23 46.     (W)   SCALED
 JA0277* NAVD 88 ORTHO HEIGHT -   200.603 (meters)      658.15  (feet) ADJUSTED
 JA0277  ______________________________________________________________________
 JA0277  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 JA0277  DYNAMIC HEIGHT  -        200.460 (meters)      657.68  (feet) COMP
 JA0277  MODELED GRAVITY -    979,912.4   (mgal)                       NAVD 88
 JA0277
 JA0277  VERT ORDER      -  FIRST     CLASS II
 JA0277
 JA0277.The horizontal coordinates were scaled from a map and have
 JA0277.an estimated accuracy of +/- 6 seconds.
 JA0277
 JA0277.The orthometric height was determined by differential leveling and
 JA0277.adjusted by the NATIONAL GEODETIC SURVEY
 JA0277.in June 1991.
 JA0277
 JA0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0277.GEOID18 height accuracy estimate available here.
 JA0277
 JA0277.Click photographs - Photos may exist for this station.
 JA0277
 JA0277.The dynamic height is computed by dividing the NAVD 88
 JA0277.geopotential number by the normal gravity value computed on the
 JA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0277.degrees latitude (g = 980.6199 gals.).
 JA0277
 JA0277.The modeled gravity was interpolated from observed gravity values.
 JA0277
 JA0277;                    North         East    Units  Estimated Accuracy
 JA0277;SPC IN W     -   344,750.      960,070.      MT  (+/- 180 meters Scaled)
 JA0277
 JA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH527450(NAD 83)
 JA0277
 JA0277                          SUPERSEDED SURVEY CONTROL
 JA0277
 JA0277  NGVD 29 (??/??/92)  200.713  (m)          658.51   (f) ADJ UNCH    1 2
 JA0277
 JA0277.Superseded values are not recommended for survey control.
 JA0277
 JA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0277.See file dsdata.pdf to determine how the superseded data were derived.
 JA0277
 JA0277_MARKER: DB = BENCH MARK DISK
 JA0277_SETTING: 66 = SET IN ROCK OUTCROP
 JA0277_STAMPING: X 312 1965
 JA0277_MARK LOGO: CGS
 JA0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0277+STABILITY: POSITION/ELEVATION WELL
 JA0277
 JA0277  HISTORY     - Date     Condition        Report By
 JA0277  HISTORY     - 1965     MONUMENTED       CGS
 JA0277  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0277
 JA0277                          STATION DESCRIPTION
 JA0277
 JA0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0277'3.2 MI W FROM MARENGO.
 JA0277'3.25 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0277'MARENGO, OR ABOUT 4.05 MILES EAST ALONG THE SOUTHERN RAILROAD
 JA0277'FROM THE STATION AT ENGLISH, IN SECTION 10, T 2 S, R 1 E, 0.4
 JA0277'MILE WEST OF MILEPOST 233, 0.5 MILE WEST OF THE CROSSING OF THE
 JA0277'RAILROAD AND A PRIVATE ROAD, 67 1/2 FEET NORTHWEST OF THE NORTHWEST
 JA0277'RAIL, SET IN THE TOP OF A ROCK OUTCROP, 53 FEET WEST OF A
 JA0277'TELEGRAPH POLE NUMBERED 72B, ABOUT 5 FEET ABOVE THE LEVEL OF
 JA0277'THE RAILS.
 JA0277
 JA0277                          STATION RECOVERY (2023)
 JA0277
 JA0277'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0237 ***********************************************************************
 JA0237  DESIGNATION -  X 313
 JA0237  PID         -  JA0237
 JA0237  STATE/COUNTY-  IN/HARRISON
 JA0237  COUNTRY     -  US
 JA0237  USGS QUAD   -  CRANDALL (2019)
 JA0237
 JA0237                         *CURRENT SURVEY CONTROL
 JA0237  ______________________________________________________________________
 JA0237* NAD 83(1986) POSITION- 38 17 10.     (N) 086 03 17.     (W)   SCALED
 JA0237* NAVD 88 ORTHO HEIGHT -   204.976 (meters)      672.49  (feet) ADJUSTED
 JA0237  ______________________________________________________________________
 JA0237  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 JA0237  DYNAMIC HEIGHT  -        204.835 (meters)      672.03  (feet) COMP
 JA0237  MODELED GRAVITY -    979,934.0   (mgal)                       NAVD 88
 JA0237
 JA0237  VERT ORDER      -  FIRST     CLASS II
 JA0237
 JA0237.The horizontal coordinates were scaled from a map and have
 JA0237.an estimated accuracy of +/- 6 seconds.
 JA0237
 JA0237.The orthometric height was determined by differential leveling and
 JA0237.adjusted by the NATIONAL GEODETIC SURVEY
 JA0237.in June 1991.
 JA0237
 JA0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0237.GEOID18 height accuracy estimate available here.
 JA0237
 JA0237.Click photographs - Photos may exist for this station.
 JA0237
 JA0237.The dynamic height is computed by dividing the NAVD 88
 JA0237.geopotential number by the normal gravity value computed on the
 JA0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0237.degrees latitude (g = 980.6199 gals.).
 JA0237
 JA0237.The modeled gravity was interpolated from observed gravity values.
 JA0237
 JA0237;                    North         East    Units  Estimated Accuracy
 JA0237;SPC IN E     -   337,320.       66,050.      MT  (+/- 180 meters Scaled)
 JA0237
 JA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH826379(NAD 83)
 JA0237
 JA0237                          SUPERSEDED SURVEY CONTROL
 JA0237
 JA0237  NGVD 29 (??/??/92)  205.104  (m)          672.91   (f) ADJ UNCH    1 2
 JA0237
 JA0237.Superseded values are not recommended for survey control.
 JA0237
 JA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0237.See file dsdata.pdf to determine how the superseded data were derived.
 JA0237
 JA0237_MARKER: DB = BENCH MARK DISK
 JA0237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0237_STAMPING: X 313 1965
 JA0237_MARK LOGO: CGS
 JA0237_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0237
 JA0237  HISTORY     - Date     Condition        Report By
 JA0237  HISTORY     - 1965     MONUMENTED       CGS
 JA0237
 JA0237                          STATION DESCRIPTION
 JA0237
 JA0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0237'0.6 MI E FROM CRANDALL.
 JA0237'0.65 MILE EAST ALONG THE SOUTHERN RAILROAD FROM A CROSSING OF
 JA0237'THE RAILROAD AND STATE HIGHWAY 335 AT CRANDALL, IN SECTION 3,
 JA0237'T 3 S, R 4 E, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JA0237'33 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 22 1/2 FEET
 JA0237'NORTH OF THE NORTH RAIL, 5 FEET SOUTH OF A TELEGRAPH POLE, 0.8
 JA0237'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 JA0237'OF THE RAILS, SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0237'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH CAST
 JA0237'IRON PIPE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0888 ***********************************************************************
 JA0888  DESIGNATION -  X 314
 JA0888  PID         -  JA0888
 JA0888  STATE/COUNTY-  IN/DAVIESS
 JA0888  COUNTRY     -  US
 JA0888  USGS QUAD   -  WASHINGTON (2019)
 JA0888
 JA0888                         *CURRENT SURVEY CONTROL
 JA0888  ______________________________________________________________________
 JA0888* NAD 83(1986) POSITION- 38 39 48.     (N) 087 12 59.     (W)   SCALED
 JA0888* NAVD 88 ORTHO HEIGHT -   136.145 (meters)      446.67  (feet) ADJUSTED
 JA0888  ______________________________________________________________________
 JA0888  GEOID HEIGHT    -        -32.251 (meters)                     GEOID18
 JA0888  DYNAMIC HEIGHT  -        136.058 (meters)      446.38  (feet) COMP
 JA0888  MODELED GRAVITY -    979,992.0   (mgal)                       NAVD 88
 JA0888
 JA0888  VERT ORDER      -  FIRST     CLASS II
 JA0888
 JA0888.The horizontal coordinates were scaled from a map and have
 JA0888.an estimated accuracy of +/- 6 seconds.
 JA0888
 JA0888.The orthometric height was determined by differential leveling and
 JA0888.adjusted by the NATIONAL GEODETIC SURVEY
 JA0888.in June 1991.
 JA0888
 JA0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0888.GEOID18 height accuracy estimate available here.
 JA0888
 JA0888.Click photographs - Photos may exist for this station.
 JA0888
 JA0888.The dynamic height is computed by dividing the NAVD 88
 JA0888.geopotential number by the normal gravity value computed on the
 JA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0888.degrees latitude (g = 980.6199 gals.).
 JA0888
 JA0888.The modeled gravity was interpolated from observed gravity values.
 JA0888
 JA0888;                    North         East    Units  Estimated Accuracy
 JA0888;SPC IN W     -   379,130.      888,420.      MT  (+/- 180 meters Scaled)
 JA0888
 JA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH811794(NAD 83)
 JA0888
 JA0888                          SUPERSEDED SURVEY CONTROL
 JA0888
 JA0888  NGVD 29 (??/??/92)  136.276  (m)          447.10   (f) ADJ UNCH    1 2
 JA0888
 JA0888.Superseded values are not recommended for survey control.
 JA0888
 JA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0888.See file dsdata.pdf to determine how the superseded data were derived.
 JA0888
 JA0888_MARKER: DB = BENCH MARK DISK
 JA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0888_STAMPING: X 314 1965
 JA0888_MARK LOGO: CGS
 JA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0888+STABILITY: SURFACE MOTION
 JA0888
 JA0888  HISTORY     - Date     Condition        Report By
 JA0888  HISTORY     - 1965     MONUMENTED       CGS
 JA0888  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0888
 JA0888                          STATION DESCRIPTION
 JA0888
 JA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0888'3 MI NW FROM WASHINGTON.
 JA0888'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0888'THE STATION AT WASHINGTON, THENCE 0.4 MILE NORTHEAST ALONG THE
 JA0888'NEW YORK CENTRAL RAILROAD, IN SECTION 32, T 3 N, R 7 W, 41 FEET
 JA0888'SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 JA0888'ROAD, 26 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET
 JA0888'SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 32 FEET WEST OF
 JA0888'A POWER POLE, 14 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 JA0888'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JA0888'THE ROAD AND THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0888'PROJECTING 7 INCHES.
 JA0888
 JA0888                          STATION RECOVERY (1985)
 JA0888
 JA0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0888'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1071 ***********************************************************************
 JA1071  DESIGNATION -  X 315
 JA1071  PID         -  JA1071
 JA1071  STATE/COUNTY-  IN/GIBSON
 JA1071  COUNTRY     -  US
 JA1071  USGS QUAD   -  OAKLAND CITY (2019)
 JA1071
 JA1071                         *CURRENT SURVEY CONTROL
 JA1071  ______________________________________________________________________
 JA1071* NAD 83(1986) POSITION- 38 22 06.     (N) 087 19 31.     (W)   SCALED
 JA1071* NAVD 88 ORTHO HEIGHT -   128.730 (meters)      422.34  (feet) ADJUSTED
 JA1071  ______________________________________________________________________
 JA1071  GEOID HEIGHT    -        -31.828 (meters)                     GEOID18
 JA1071  DYNAMIC HEIGHT  -        128.645 (meters)      422.06  (feet) COMP
 JA1071  MODELED GRAVITY -    979,970.1   (mgal)                       NAVD 88
 JA1071
 JA1071  VERT ORDER      -  FIRST     CLASS II
 JA1071
 JA1071.The horizontal coordinates were scaled from a map and have
 JA1071.an estimated accuracy of +/- 6 seconds.
 JA1071
 JA1071.The orthometric height was determined by differential leveling and
 JA1071.adjusted by the NATIONAL GEODETIC SURVEY
 JA1071.in June 1991.
 JA1071
 JA1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1071.GEOID18 height accuracy estimate available here.
 JA1071
 JA1071.Click photographs - Photos may exist for this station.
 JA1071
 JA1071.The dynamic height is computed by dividing the NAVD 88
 JA1071.geopotential number by the normal gravity value computed on the
 JA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1071.degrees latitude (g = 980.6199 gals.).
 JA1071
 JA1071.The modeled gravity was interpolated from observed gravity values.
 JA1071
 JA1071;                    North         East    Units  Estimated Accuracy
 JA1071;SPC IN W     -   346,410.      878,860.      MT  (+/- 180 meters Scaled)
 JA1071
 JA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH715467(NAD 83)
 JA1071
 JA1071                          SUPERSEDED SURVEY CONTROL
 JA1071
 JA1071  NGVD 29 (??/??/92)  128.854  (m)          422.75   (f) ADJ UNCH    1 2
 JA1071
 JA1071.Superseded values are not recommended for survey control.
 JA1071
 JA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1071.See file dsdata.pdf to determine how the superseded data were derived.
 JA1071
 JA1071_MARKER: DB = BENCH MARK DISK
 JA1071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1071_STAMPING: X 315 1965
 JA1071_MARK LOGO: CGS
 JA1071_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1071
 JA1071  HISTORY     - Date     Condition        Report By
 JA1071  HISTORY     - 1965     MONUMENTED       CGS
 JA1071  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1071
 JA1071                          STATION DESCRIPTION
 JA1071
 JA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1071'2.4 MI NE FROM OAKLAND.
 JA1071'ABOUT 2.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1071'FROM THE STATION AT OAKLAND CITY, 3 RAILS SOUTH OF A SMALL
 JA1071'RAILROAD TRESTLE 57 FEET NORTH-NORTHEAST OF THE CENTER OF A
 JA1071'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 53 FEET NORTH OF
 JA1071'THE CENTER LINE OF A GRAVELED ROAD, 76 FEET EAST ACROSS THE
 JA1071'TRACK FROM A HIGH VOLTAGE POWER LINE POLE, 51.7 FEET SOUTH
 JA1071'ACROSS THE TRACK FROM MILEPOST 104, 29.6 FEET NORTH-NORTHWEST OF
 JA1071'A TELEPHONE POLE, 11 1/2 FEET EAST OF THE EAST RAIL, 1 FOOT
 JA1071'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 JA1071'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JA1071'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 JA1071'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA1071
 JA1071                          STATION RECOVERY (1985)
 JA1071
 JA1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1051 ***********************************************************************
 HA1051  DESIGNATION -  X 316
 HA1051  PID         -  HA1051
 HA1051  STATE/COUNTY-  IN/VANDERBURGH
 HA1051  COUNTRY     -  US
 HA1051  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1051
 HA1051                         *CURRENT SURVEY CONTROL
 HA1051  ______________________________________________________________________
 HA1051* NAD 83(1986) POSITION- 37 58 13.02   (N) 087 34 35.34   (W)   HD_HELD1
 HA1051* NAVD 88 ORTHO HEIGHT -   117.604 (meters)      385.84  (feet) ADJUSTED
 HA1051  ______________________________________________________________________
 HA1051  GEOID HEIGHT    -        -31.005 (meters)                     GEOID18
 HA1051  DYNAMIC HEIGHT  -        117.523 (meters)      385.57  (feet) COMP
 HA1051  MODELED GRAVITY -    979,938.3   (mgal)                       NAVD 88
 HA1051
 HA1051  VERT ORDER      -  FIRST     CLASS II
 HA1051
 HA1051.The horizontal coordinates were determined by differentially corrected
 HA1051.hand held GPS observations or other comparable positioning techniques
 HA1051.and have an estimated accuracy of +/- 3 meters.
 HA1051
 HA1051.The orthometric height was determined by differential leveling and
 HA1051.adjusted by the NATIONAL GEODETIC SURVEY
 HA1051.in June 1991.
 HA1051
 HA1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1051.GEOID18 height accuracy estimate available here.
 HA1051
 HA1051.Click photographs - Photos may exist for this station.
 HA1051
 HA1051.The dynamic height is computed by dividing the NAVD 88
 HA1051.geopotential number by the normal gravity value computed on the
 HA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1051.degrees latitude (g = 980.6199 gals.).
 HA1051
 HA1051.The modeled gravity was interpolated from observed gravity values.
 HA1051
 HA1051;                    North         East    Units  Estimated Accuracy
 HA1051;SPC IN W     -   302,310.4     856,669.3     MT  (+/- 3 meters HH1 GPS) 
 HA1051
 HA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4936502674(NAD 83)
 HA1051
 HA1051                          SUPERSEDED SURVEY CONTROL
 HA1051
 HA1051  NGVD 29 (??/??/92)  117.696  (m)          386.14   (f) ADJ UNCH    1 2
 HA1051
 HA1051.Superseded values are not recommended for survey control.
 HA1051
 HA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1051.See file dsdata.pdf to determine how the superseded data were derived.
 HA1051
 HA1051_MARKER: DB = BENCH MARK DISK
 HA1051_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HA1051_SP_SET: PLATFORM
 HA1051_STAMPING: X 316 1965
 HA1051_MARK LOGO: CGS
 HA1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1051+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 HA1051
 HA1051  HISTORY     - Date     Condition        Report By
 HA1051  HISTORY     - 1965     MONUMENTED       CGS
 HA1051  HISTORY     - 1965     GOOD             CGS
 HA1051  HISTORY     - 20080930 GOOD             GEOCAC
 HA1051
 HA1051                          STATION DESCRIPTION
 HA1051
 HA1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1051'0.2 MI SW FROM EVANSVILLE.
 HA1051'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1051'OFFICE AT EVANSVILLE, SET IN THE TOP OF THE NORTH CORNER OF A
 HA1051'CONCRETE PLATFORM SUPPORTING THREE LARGE VALVES, 76 FEET NORTHWEST
 HA1051'OF THE EXTENDED CENTER LINE OF SYCAMORE STREET, 34 FEET SOUTHWEST
 HA1051'OF THE CENTER LINE OF THE CONCRETE MEDIAN IN RIVERSIDE DRIVE,
 HA1051'6 FEET NORTHWEST OF THE MOST NORTHWESTERLY OF THE THREE VALVES,
 HA1051'3 FEET SOUTHWEST OF A PIPE FENCE POST, AND ABOUT 3 1/2 FEET ABOVE
 HA1051'THE LEVEL OF RIVERSIDE DRIVE.
 HA1051
 HA1051                          STATION RECOVERY (1965)
 HA1051
 HA1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1051'RECOVERED IN GOOD CONDITION.
 HA1051
 HA1051                          STATION RECOVERY (2008)
 HA1051
 HA1051'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 HA1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1114 ***********************************************************************
 JA1114  DESIGNATION -  X 317
 JA1114  PID         -  JA1114
 JA1114  STATE/COUNTY-  IN/SPENCER
 JA1114  COUNTRY     -  US
 JA1114  USGS QUAD   -  CHRISNEY (2019)
 JA1114
 JA1114                         *CURRENT SURVEY CONTROL
 JA1114  ______________________________________________________________________
 JA1114* NAD 83(1986) POSITION- 38 03 25.     (N) 087 01 36.     (W)   SCALED
 JA1114* NAVD 88 ORTHO HEIGHT -   125.695 (meters)      412.38  (feet) ADJUSTED
 JA1114  ______________________________________________________________________
 JA1114  GEOID HEIGHT    -        -31.531 (meters)                     GEOID18
 JA1114  DYNAMIC HEIGHT  -        125.612 (meters)      412.11  (feet) COMP
 JA1114  MODELED GRAVITY -    979,965.5   (mgal)                       NAVD 88
 JA1114
 JA1114  VERT ORDER      -  FIRST     CLASS II
 JA1114
 JA1114.The horizontal coordinates were scaled from a map and have
 JA1114.an estimated accuracy of +/- 6 seconds.
 JA1114
 JA1114.The orthometric height was determined by differential leveling and
 JA1114.adjusted by the NATIONAL GEODETIC SURVEY
 JA1114.in June 1991.
 JA1114
 JA1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1114.GEOID18 height accuracy estimate available here.
 JA1114
 JA1114.Click photographs - Photos may exist for this station.
 JA1114
 JA1114.The dynamic height is computed by dividing the NAVD 88
 JA1114.geopotential number by the normal gravity value computed on the
 JA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1114.degrees latitude (g = 980.6199 gals.).
 JA1114
 JA1114.The modeled gravity was interpolated from observed gravity values.
 JA1114
 JA1114;                    North         East    Units  Estimated Accuracy
 JA1114;SPC IN W     -   311,820.      904,970.      MT  (+/- 180 meters Scaled)
 JA1114
 JA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH976121(NAD 83)
 JA1114
 JA1114                          SUPERSEDED SURVEY CONTROL
 JA1114
 JA1114  NGVD 29 (??/??/92)  125.799  (m)          412.73   (f) ADJ UNCH    1 2
 JA1114
 JA1114.Superseded values are not recommended for survey control.
 JA1114
 JA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1114.See file dsdata.pdf to determine how the superseded data were derived.
 JA1114
 JA1114_MARKER: DB = BENCH MARK DISK
 JA1114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1114_STAMPING: X 317 1965
 JA1114_MARK LOGO: CGS
 JA1114_MAGNETIC: I = MARKER IS A STEEL ROD
 JA1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1114
 JA1114  HISTORY     - Date     Condition        Report By
 JA1114  HISTORY     - 1965     MONUMENTED       CGS
 JA1114  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1114
 JA1114                          STATION DESCRIPTION
 JA1114
 JA1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1114'3.1 MI N FROM CHRISNEY.
 JA1114'ABOUT 3.1 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1114'OFFICE AT CHRISNEY, IN SECTION 25, T 5 S, R 6 W, 170 FEET SOUTH
 JA1114'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 24 FEET WEST
 JA1114'OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF THE EAST RAIL,
 JA1114'202 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM POWER POLE, 9
 JA1114'FEET NORTH-NORTHWEST OF A LONE 24-INCH SASSAFRAS TREE, 2.0 FEET
 JA1114'SOUTHWEST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF
 JA1114'THE ROAD, 2 1/2 FEET BELOW THE LEVEL OF THE RAILS, SET ON THE TOP
 JA1114'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17
 JA1114'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 8
 JA1114'INCHES.
 JA1114
 JA1114                          STATION RECOVERY (2022)
 JA1114
 JA1114'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1064 ***********************************************************************
 HA1064  DESIGNATION -  X 318
 HA1064  PID         -  HA1064
 HA1064  STATE/COUNTY-  IN/POSEY
 HA1064  COUNTRY     -  US
 HA1064  USGS QUAD   -  UNIONTOWN (2019)
 HA1064
 HA1064                         *CURRENT SURVEY CONTROL
 HA1064  ______________________________________________________________________
 HA1064* NAD 83(1986) POSITION- 37 47 28.     (N) 087 56 19.     (W)   SCALED
 HA1064* NAVD 88 ORTHO HEIGHT -   109.478 (meters)      359.18  (feet) ADJUSTED
 HA1064  ______________________________________________________________________
 HA1064  GEOID HEIGHT    -        -30.279 (meters)                     GEOID18
 HA1064  DYNAMIC HEIGHT  -        109.403 (meters)      358.93  (feet) COMP
 HA1064  MODELED GRAVITY -    979,937.2   (mgal)                       NAVD 88
 HA1064
 HA1064  VERT ORDER      -  FIRST     CLASS II
 HA1064
 HA1064.The horizontal coordinates were scaled from a map and have
 HA1064.an estimated accuracy of +/- 6 seconds.
 HA1064
 HA1064.The orthometric height was determined by differential leveling and
 HA1064.adjusted by the NATIONAL GEODETIC SURVEY
 HA1064.in June 1991.
 HA1064
 HA1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1064.GEOID18 height accuracy estimate available here.
 HA1064
 HA1064.Click photographs - Photos may exist for this station.
 HA1064
 HA1064.The dynamic height is computed by dividing the NAVD 88
 HA1064.geopotential number by the normal gravity value computed on the
 HA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1064.degrees latitude (g = 980.6199 gals.).
 HA1064
 HA1064.The modeled gravity was interpolated from observed gravity values.
 HA1064
 HA1064;                    North         East    Units  Estimated Accuracy
 HA1064;SPC IN W     -   282,650.      824,670.      MT  (+/- 180 meters Scaled)
 HA1064
 HA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG173830(NAD 83)
 HA1064
 HA1064                          SUPERSEDED SURVEY CONTROL
 HA1064
 HA1064  NGVD 29 (??/??/92)  109.583  (m)          359.52   (f) ADJ UNCH    1 2
 HA1064
 HA1064.Superseded values are not recommended for survey control.
 HA1064
 HA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1064.See file dsdata.pdf to determine how the superseded data were derived.
 HA1064
 HA1064_MARKER: DB = BENCH MARK DISK
 HA1064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA1064_STAMPING: X 318 1965
 HA1064_MARK LOGO: CGS
 HA1064_MAGNETIC: I = MARKER IS A STEEL ROD
 HA1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1064
 HA1064  HISTORY     - Date     Condition        Report By
 HA1064  HISTORY     - 1965     MONUMENTED       CGS
 HA1064  HISTORY     - 1988     GOOD             USPSQD
 HA1064
 HA1064                          STATION DESCRIPTION
 HA1064
 HA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1064'2.9 MI S FROM HOVEY LAKE.
 HA1064'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA1064'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION 36,
 HA1064'T 8 S, R 14 W, 172 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A
 HA1064'PRIVATE ROAD LEADING SOUTHEAST TO THE OHIO RIVER, 41 FEET EAST
 HA1064'OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF THE
 HA1064'CENTER LINE OF THE PRIVATE ROAD, 2 FEET WEST OF AN OLD FENCE
 HA1064'LINE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 HA1064'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 HA1064'COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 HA1064'IN A 5-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 HA1064
 HA1064                          STATION RECOVERY (1988)
 HA1064
 HA1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0809 ***********************************************************************
 HZ0809  DESIGNATION -  X 319
 HZ0809  PID         -  HZ0809
 HZ0809  STATE/COUNTY-  IN/SWITZERLAND
 HZ0809  COUNTRY     -  US
 HZ0809  USGS QUAD   -  FLORENCE (2019)
 HZ0809
 HZ0809                         *CURRENT SURVEY CONTROL
 HZ0809  ______________________________________________________________________
 HZ0809* NAD 83(1986) POSITION- 38 46 55.     (N) 084 55 52.     (W)   SCALED
 HZ0809* NAVD 88 ORTHO HEIGHT -   145.246 (meters)      476.53  (feet) ADJUSTED
 HZ0809  ______________________________________________________________________
 HZ0809  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 HZ0809  DYNAMIC HEIGHT  -        145.155 (meters)      476.23  (feet) COMP
 HZ0809  MODELED GRAVITY -    979,995.4   (mgal)                       NAVD 88
 HZ0809
 HZ0809  VERT ORDER      -  FIRST     CLASS II
 HZ0809
 HZ0809.The horizontal coordinates were scaled from a map and have
 HZ0809.an estimated accuracy of +/- 6 seconds.
 HZ0809
 HZ0809.The orthometric height was determined by differential leveling and
 HZ0809.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0809.in June 1991.
 HZ0809
 HZ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0809.GEOID18 height accuracy estimate available here.
 HZ0809
 HZ0809.Click photographs - Photos may exist for this station.
 HZ0809
 HZ0809.The dynamic height is computed by dividing the NAVD 88
 HZ0809.geopotential number by the normal gravity value computed on the
 HZ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0809.degrees latitude (g = 980.6199 gals.).
 HZ0809
 HZ0809.The modeled gravity was interpolated from observed gravity values.
 HZ0809
 HZ0809;                    North         East    Units  Estimated Accuracy
 HZ0809;SPC IN E     -   392,550.      163,910.      MT  (+/- 180 meters Scaled)
 HZ0809
 HZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH797946(NAD 83)
 HZ0809
 HZ0809                          SUPERSEDED SURVEY CONTROL
 HZ0809
 HZ0809  NGVD 29 (??/??/92)  145.438  (m)          477.16   (f) ADJ UNCH    1 2
 HZ0809
 HZ0809.Superseded values are not recommended for survey control.
 HZ0809
 HZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0809.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0809
 HZ0809_MARKER: DB = BENCH MARK DISK
 HZ0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0809_STAMPING: X 319 1965
 HZ0809_MARK LOGO: CGS
 HZ0809_MAGNETIC: P = MARKER IS A STEEL PIPE
 HZ0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0809
 HZ0809  HISTORY     - Date     Condition        Report By
 HZ0809  HISTORY     - 1965     MONUMENTED       CGS
 HZ0809
 HZ0809                          STATION DESCRIPTION
 HZ0809
 HZ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0809'0.4 MI W FROM FLORENCE.
 HZ0809'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0809'OFFICE AT FLORENCE, IN SECTION 6, T 1 N, R 1 W, ABOUT 0.1 MILE
 HZ0809'EAST OF THE JUNCTION OF THE HIGHWAY AND LOG LICK CREEK ROAD,
 HZ0809'250 FEET WEST OF THE SOUTHWEST CORNER OF A CEMETERY, 50 FEET
 HZ0809'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 HZ0809'TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 HZ0809'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED,
 HZ0809'5-INCH CAST IRON PIPE WHICH PROJECTS 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1055 ***********************************************************************
 HZ1055  DESIGNATION -  X 320
 HZ1055  PID         -  HZ1055
 HZ1055  STATE/COUNTY-  IN/JEFFERSON
 HZ1055  COUNTRY     -  US
 HZ1055  USGS QUAD   -  MADISON WEST (2019)
 HZ1055
 HZ1055                         *CURRENT SURVEY CONTROL
 HZ1055  ______________________________________________________________________
 HZ1055* NAD 83(1986) POSITION- 38 44 21.     (N) 085 23 47.     (W)   SCALED
 HZ1055* NAVD 88 ORTHO HEIGHT -   150.149 (meters)      492.61  (feet) ADJUSTED
 HZ1055  ______________________________________________________________________
 HZ1055  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 HZ1055  DYNAMIC HEIGHT  -        150.049 (meters)      492.29  (feet) COMP
 HZ1055  MODELED GRAVITY -    979,962.4   (mgal)                       NAVD 88
 HZ1055
 HZ1055  VERT ORDER      -  FIRST     CLASS II
 HZ1055
 HZ1055.The horizontal coordinates were scaled from a map and have
 HZ1055.an estimated accuracy of +/- 6 seconds.
 HZ1055
 HZ1055.The orthometric height was determined by differential leveling and
 HZ1055.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1055.in June 1991.
 HZ1055
 HZ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1055.GEOID18 height accuracy estimate available here.
 HZ1055
 HZ1055.Click photographs - Photos may exist for this station.
 HZ1055
 HZ1055.The dynamic height is computed by dividing the NAVD 88
 HZ1055.geopotential number by the normal gravity value computed on the
 HZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1055.degrees latitude (g = 980.6199 gals.).
 HZ1055
 HZ1055.The modeled gravity was interpolated from observed gravity values.
 HZ1055
 HZ1055;                    North         East    Units  Estimated Accuracy
 HZ1055;SPC IN E     -   387,580.      123,500.      MT  (+/- 180 meters Scaled)
 HZ1055
 HZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH393890(NAD 83)
 HZ1055
 HZ1055                          SUPERSEDED SURVEY CONTROL
 HZ1055
 HZ1055  NGVD 29 (??/??/92)  150.313  (m)          493.15   (f) ADJ UNCH    1 2
 HZ1055
 HZ1055.Superseded values are not recommended for survey control.
 HZ1055
 HZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1055.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1055
 HZ1055_MARKER: DB = BENCH MARK DISK
 HZ1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1055_SP_SET: OVERPASS
 HZ1055_STAMPING: X 320 1965
 HZ1055_MARK LOGO: CGS
 HZ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1055
 HZ1055  HISTORY     - Date     Condition        Report By
 HZ1055  HISTORY     - 1965     MONUMENTED       CGS
 HZ1055
 HZ1055                          STATION DESCRIPTION
 HZ1055
 HZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1055'1.1 MI W FROM MADISON.
 HZ1055'1.1 MILES WEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ1055'MADISON, IN SECTION 34, T 4 N, R 10 E, 44 FEET SOUTH OF THE
 HZ1055'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 HZ1055'SOUTHWEST CONCRETE WINGWLL OF A CONCRETE OVERPASS OVER THE
 HZ1055'PENNSYLVANIA RAILROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1726 ***********************************************************************
 HZ1726  DESIGNATION -  X 321
 HZ1726  PID         -  HZ1726
 HZ1726  STATE/COUNTY-  IN/CLARK
 HZ1726  COUNTRY     -  US
 HZ1726  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1726
 HZ1726                         *CURRENT SURVEY CONTROL
 HZ1726  ______________________________________________________________________
 HZ1726* NAD 83(1986) POSITION- 38 31 51.     (N) 085 32 30.     (W)   SCALED
 HZ1726* NAVD 88 ORTHO HEIGHT -   215.536 (meters)      707.14  (feet) ADJUSTED
 HZ1726  ______________________________________________________________________
 HZ1726  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 HZ1726  DYNAMIC HEIGHT  -        215.391 (meters)      706.66  (feet) COMP
 HZ1726  MODELED GRAVITY -    979,953.7   (mgal)                       NAVD 88
 HZ1726
 HZ1726  VERT ORDER      -  FIRST     CLASS II
 HZ1726
 HZ1726.The horizontal coordinates were scaled from a map and have
 HZ1726.an estimated accuracy of +/- 6 seconds.
 HZ1726
 HZ1726.The orthometric height was determined by differential leveling and
 HZ1726.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1726.in June 1991.
 HZ1726
 HZ1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1726.GEOID18 height accuracy estimate available here.
 HZ1726
 HZ1726.Click photographs - Photos may exist for this station.
 HZ1726
 HZ1726.The dynamic height is computed by dividing the NAVD 88
 HZ1726.geopotential number by the normal gravity value computed on the
 HZ1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1726.degrees latitude (g = 980.6199 gals.).
 HZ1726
 HZ1726.The modeled gravity was interpolated from observed gravity values.
 HZ1726
 HZ1726;                    North         East    Units  Estimated Accuracy
 HZ1726;SPC IN E     -   364,420.      110,900.      MT  (+/- 180 meters Scaled)
 HZ1726
 HZ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH271657(NAD 83)
 HZ1726
 HZ1726                          SUPERSEDED SURVEY CONTROL
 HZ1726
 HZ1726  NGVD 29 (??/??/92)  215.694  (m)          707.66   (f) ADJ UNCH    1 2
 HZ1726
 HZ1726.Superseded values are not recommended for survey control.
 HZ1726
 HZ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1726.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1726
 HZ1726_MARKER: DB = BENCH MARK DISK
 HZ1726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1726_SP_SET: CULVERT HEADWALL
 HZ1726_STAMPING: X 321 1965
 HZ1726_MARK LOGO: CGS
 HZ1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1726+STABILITY: SURFACE MOTION
 HZ1726
 HZ1726  HISTORY     - Date     Condition        Report By
 HZ1726  HISTORY     - 1965     MONUMENTED       CGS
 HZ1726
 HZ1726                          STATION DESCRIPTION
 HZ1726
 HZ1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1726'2.3 MI S FROM NEW WASHINGTON.
 HZ1726'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HZ1726'HOUSE AT NEW WASHINGTON, IN SECTION 17, T 1 N, R 9 E, 28 FEET
 HZ1726'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 HZ1726'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 81 FEET
 HZ1726'EAST OF THE EAST CORNER OF A HOUSE, ABOUT 3 FEET BELOW THE
 HZ1726'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1365 ***********************************************************************
 HZ1365  DESIGNATION -  X 322
 HZ1365  PID         -  HZ1365
 HZ1365  STATE/COUNTY-  IN/CLARK
 HZ1365  COUNTRY     -  US
 HZ1365  USGS QUAD   -  NEW ALBANY (2019)
 HZ1365
 HZ1365                         *CURRENT SURVEY CONTROL
 HZ1365  ______________________________________________________________________
 HZ1365* NAD 83(1986) POSITION- 38 17 32.     (N) 085 45 10.     (W)   SCALED
 HZ1365* NAVD 88 ORTHO HEIGHT -   140.163 (meters)      459.85  (feet) ADJUSTED
 HZ1365  ______________________________________________________________________
 HZ1365  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 HZ1365  DYNAMIC HEIGHT  -        140.069 (meters)      459.54  (feet) COMP
 HZ1365  MODELED GRAVITY -    979,955.0   (mgal)                       NAVD 88
 HZ1365
 HZ1365  VERT ORDER      -  FIRST     CLASS II
 HZ1365
 HZ1365.The horizontal coordinates were scaled from a map and have
 HZ1365.an estimated accuracy of +/- 6 seconds.
 HZ1365
 HZ1365.The orthometric height was determined by differential leveling and
 HZ1365.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1365.in June 1991.
 HZ1365
 HZ1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1365.GEOID18 height accuracy estimate available here.
 HZ1365
 HZ1365.Click photographs - Photos may exist for this station.
 HZ1365
 HZ1365.The dynamic height is computed by dividing the NAVD 88
 HZ1365.geopotential number by the normal gravity value computed on the
 HZ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1365.degrees latitude (g = 980.6199 gals.).
 HZ1365
 HZ1365.The modeled gravity was interpolated from observed gravity values.
 HZ1365
 HZ1365;                    North         East    Units  Estimated Accuracy
 HZ1365;SPC IN E     -   337,930.       92,470.      MT  (+/- 180 meters Scaled)
 HZ1365
 HZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090389(NAD 83)
 HZ1365
 HZ1365                          SUPERSEDED SURVEY CONTROL
 HZ1365
 HZ1365  NGVD 29 (??/??/92)  140.316  (m)          460.35   (f) ADJ UNCH    1 2
 HZ1365
 HZ1365.Superseded values are not recommended for survey control.
 HZ1365
 HZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1365.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1365
 HZ1365_MARKER: DB = BENCH MARK DISK
 HZ1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1365_SP_SET: ABUTMENT
 HZ1365_STAMPING: X 322 1965
 HZ1365_MARK LOGO: CGS
 HZ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1365
 HZ1365  HISTORY     - Date     Condition        Report By
 HZ1365  HISTORY     - 1965     MONUMENTED       CGS
 HZ1365
 HZ1365                          STATION DESCRIPTION
 HZ1365
 HZ1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1365'1.4 MI N FROM CLARKSVILLE.
 HZ1365'ABOUT 1.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1365'NORTHEAST END OF THE RAILROAD BRIDGE OVER THE OHIO RIVER AT
 HZ1365'CLARKSVILLE, AT THE MORE EASTERLY OVERPASS OVER EASTERN BOULEVARD,
 HZ1365'9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP
 HZ1365'OF THE SOUTH END OF THE WEST RETAINING WALL OF THE MORE EASTERLY
 HZ1365'OVERPASS, 9 FEET SOUTH OF THE NORTH FACE OF THE CONCRETE ABUTMENT
 HZ1365'OF THE OVERPASS, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1601 ***********************************************************************
 HZ1601  DESIGNATION -  X 323
 HZ1601  PID         -  HZ1601
 HZ1601  STATE/COUNTY-  IN/HARRISON
 HZ1601  COUNTRY     -  US
 HZ1601  USGS QUAD   -  KOSMOSDALE (2019)
 HZ1601
 HZ1601                         *CURRENT SURVEY CONTROL
 HZ1601  ______________________________________________________________________
 HZ1601* NAD 83(1986) POSITION- 38 00 17.82   (N) 085 59 53.99   (W)   HD_HELD1
 HZ1601* NAVD 88 ORTHO HEIGHT -   136.696 (meters)      448.48  (feet) ADJUSTED
 HZ1601  ______________________________________________________________________
 HZ1601  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 HZ1601  DYNAMIC HEIGHT  -        136.599 (meters)      448.16  (feet) COMP
 HZ1601  MODELED GRAVITY -    979,918.6   (mgal)                       NAVD 88
 HZ1601
 HZ1601  VERT ORDER      -  FIRST     CLASS II
 HZ1601
 HZ1601.The horizontal coordinates were determined by differentially corrected
 HZ1601.hand held GPS observations or other comparable positioning techniques
 HZ1601.and have an estimated accuracy of +/- 3 meters.
 HZ1601
 HZ1601.The orthometric height was determined by differential leveling and
 HZ1601.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1601.in June 1991.
 HZ1601
 HZ1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1601.GEOID18 height accuracy estimate available here.
 HZ1601
 HZ1601.Click photographs - Photos may exist for this station.
 HZ1601
 HZ1601.The dynamic height is computed by dividing the NAVD 88
 HZ1601.geopotential number by the normal gravity value computed on the
 HZ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1601.degrees latitude (g = 980.6199 gals.).
 HZ1601
 HZ1601.The modeled gravity was interpolated from observed gravity values.
 HZ1601
 HZ1601;                    North         East    Units  Estimated Accuracy
 HZ1601;SPC IN E     -   306,095.4      70,872.0     MT  (+/- 3 meters HH1 GPS) 
 HZ1601
 HZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8793906837(NAD 83)
 HZ1601
 HZ1601                          SUPERSEDED SURVEY CONTROL
 HZ1601
 HZ1601  NGVD 29 (??/??/92)  136.819  (m)          448.88   (f) ADJ UNCH    1 2
 HZ1601
 HZ1601.Superseded values are not recommended for survey control.
 HZ1601
 HZ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1601.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1601
 HZ1601_MARKER: DB = BENCH MARK DISK
 HZ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1601_STAMPING: X 323 1965
 HZ1601_MARK LOGO: CGS
 HZ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1601+STABILITY: SURFACE MOTION
 HZ1601
 HZ1601  HISTORY     - Date     Condition        Report By
 HZ1601  HISTORY     - 1965     MONUMENTED       CGS
 HZ1601  HISTORY     - 20180623 MARK NOT FOUND   GEOCAC
 HZ1601
 HZ1601                          STATION DESCRIPTION
 HZ1601
 HZ1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1601'0.8 MI W FROM EVANS LANDING.
 HZ1601'ABOUT 0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 HZ1601'CHURCH AT EVANS LANDING, THENCE 0.7 MILE WEST ALONG STATE HIGHWAY
 HZ1601'111, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTH
 HZ1601'OF A 16-INCH HICKORY TREE, 1 1/2 FEET EAST OF A TELEPHONE POLE,
 HZ1601'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HZ1601'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HZ1601'PROJECTING 10 INCHES.
 HZ1601
 HZ1601                          STATION RECOVERY (2018)
 HZ1601
 HZ1601'RECOVERY NOTE BY GEOCACHING 2018 (PK)
 HZ1601'MARKER SETTING AND WITNESS POST LOCATED AS DESCRIBED.  DISC IS MISSING
 HZ1601'FROM SETTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0486 ***********************************************************************
 JA0486  DESIGNATION -  X 324
 JA0486  PID         -  JA0486
 JA0486  STATE/COUNTY-  IN/HARRISON
 JA0486  COUNTRY     -  US
 JA0486  USGS QUAD   -  LEAVENWORTH (2019)
 JA0486
 JA0486                         *CURRENT SURVEY CONTROL
 JA0486  ______________________________________________________________________
 JA0486* NAD 83(1986) POSITION- 38 08 54.     (N) 086 15 03.     (W)   SCALED
 JA0486* NAVD 88 ORTHO HEIGHT -   242.019 (meters)      794.02  (feet) ADJUSTED
 JA0486  ______________________________________________________________________
 JA0486  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 JA0486  DYNAMIC HEIGHT  -        241.848 (meters)      793.46  (feet) COMP
 JA0486  MODELED GRAVITY -    979,917.4   (mgal)                       NAVD 88
 JA0486
 JA0486  VERT ORDER      -  FIRST     CLASS II
 JA0486
 JA0486.The horizontal coordinates were scaled from a map and have
 JA0486.an estimated accuracy of +/- 6 seconds.
 JA0486
 JA0486.The orthometric height was determined by differential leveling and
 JA0486.adjusted by the NATIONAL GEODETIC SURVEY
 JA0486.in June 1991.
 JA0486
 JA0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0486.GEOID18 height accuracy estimate available here.
 JA0486
 JA0486.Click photographs - Photos may exist for this station.
 JA0486
 JA0486.The dynamic height is computed by dividing the NAVD 88
 JA0486.geopotential number by the normal gravity value computed on the
 JA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0486.degrees latitude (g = 980.6199 gals.).
 JA0486
 JA0486.The modeled gravity was interpolated from observed gravity values.
 JA0486
 JA0486;                    North         East    Units  Estimated Accuracy
 JA0486;SPC IN E     -   322,120.       48,800.      MT  (+/- 180 meters Scaled)
 JA0486
 JA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH656225(NAD 83)
 JA0486
 JA0486                          SUPERSEDED SURVEY CONTROL
 JA0486
 JA0486  NGVD 29 (??/??/92)  242.126  (m)          794.38   (f) ADJ UNCH    1 2
 JA0486
 JA0486.Superseded values are not recommended for survey control.
 JA0486
 JA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0486.See file dsdata.pdf to determine how the superseded data were derived.
 JA0486
 JA0486_MARKER: DB = BENCH MARK DISK
 JA0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0486_STAMPING: X 324 1965
 JA0486_MARK LOGO: CGS
 JA0486_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0486
 JA0486  HISTORY     - Date     Condition        Report By
 JA0486  HISTORY     - 1965     MONUMENTED       CGS
 JA0486
 JA0486                          STATION DESCRIPTION
 JA0486
 JA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0486'5.4 MI N FROM NEW AMSTERDAM.
 JA0486'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0486'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0486'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 JA0486'ALONG A GRAVELED ROAD, THENCE 1.7 MILES NORTH ALONG A TRAIL ROAD,
 JA0486'IN SECTION 24, T 4 S, R 2 E, ABOUT 0.85 MILE SOUTHEAST OF THE
 JA0486'COLD FRIDAY CEMETERY, 19 1/2 FEET NORTHEAST OF THE CENTER OF A
 JA0486'JUNCTION OF THE TRAIL ROAD AND A NORTHWEST-SOUTHEAST TRAIL ROAD,
 JA0486'15 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST
 JA0486'TRAIL ROAD, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JA0486'LEVEL WITH THE NORTHWEST-SOUTHEAST ROAD, A DISK WELDED ON THE
 JA0486'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1087 ***********************************************************************
 HA1087  DESIGNATION -  X 325
 HA1087  PID         -  HA1087
 HA1087  STATE/COUNTY-  IN/POSEY
 HA1087  COUNTRY     -  US
 HA1087  USGS QUAD   -  CABORN (2019)
 HA1087
 HA1087                         *CURRENT SURVEY CONTROL
 HA1087  ______________________________________________________________________
 HA1087* NAD 83(1986) POSITION- 37 56 30.     (N) 087 52 13.     (W)   SCALED
 HA1087* NAVD 88 ORTHO HEIGHT -   113.780 (meters)      373.29  (feet) ADJUSTED
 HA1087  ______________________________________________________________________
 HA1087  GEOID HEIGHT    -        -30.611 (meters)                     GEOID18
 HA1087  DYNAMIC HEIGHT  -        113.702 (meters)      373.04  (feet) COMP
 HA1087  MODELED GRAVITY -    979,946.9   (mgal)                       NAVD 88
 HA1087
 HA1087  VERT ORDER      -  FIRST     CLASS II
 HA1087
 HA1087.The horizontal coordinates were scaled from a map and have
 HA1087.an estimated accuracy of +/- 6 seconds.
 HA1087
 HA1087.The orthometric height was determined by differential leveling and
 HA1087.adjusted by the NATIONAL GEODETIC SURVEY
 HA1087.in June 1991.
 HA1087
 HA1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1087.GEOID18 height accuracy estimate available here.
 HA1087
 HA1087.Click photographs - Photos may exist for this station.
 HA1087
 HA1087.The dynamic height is computed by dividing the NAVD 88
 HA1087.geopotential number by the normal gravity value computed on the
 HA1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1087.degrees latitude (g = 980.6199 gals.).
 HA1087
 HA1087.The modeled gravity was interpolated from observed gravity values.
 HA1087
 HA1087;                    North         East    Units  Estimated Accuracy
 HA1087;SPC IN W     -   299,310.      830,830.      MT  (+/- 180 meters Scaled)
 HA1087
 HA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG235996(NAD 83)
 HA1087
 HA1087                          SUPERSEDED SURVEY CONTROL
 HA1087
 HA1087  NGVD 29 (??/??/92)  113.880  (m)          373.62   (f) ADJ UNCH    1 2
 HA1087
 HA1087.Superseded values are not recommended for survey control.
 HA1087
 HA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1087.See file dsdata.pdf to determine how the superseded data were derived.
 HA1087
 HA1087_MARKER: DB = BENCH MARK DISK
 HA1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1087_STAMPING: X 325 1965
 HA1087_MARK LOGO: CGS
 HA1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1087+STABILITY: SURFACE MOTION
 HA1087
 HA1087  HISTORY     - Date     Condition        Report By
 HA1087  HISTORY     - 1965     MONUMENTED       CGS
 HA1087  HISTORY     - 1972     GOOD             NGS
 HA1087  HISTORY     - 19900316 GOOD             LOCSUR
 HA1087
 HA1087                          STATION DESCRIPTION
 HA1087
 HA1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1087'1.5 MI E FROM MT VERNON.
 HA1087'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1087'COURTHOUSE AT MT. VERNON, IN SECTION 4, T 7 S, R 13 W, 117 YARDS
 HA1087'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER MC FADDEN
 HA1087'CREEK, 132 FEET WEST OF THE NORTHWEST CORNER OF A STEEL MESH
 HA1087'FENCE, 110 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 62 FEET
 HA1087'NORTH OF POWER POLE NUMBER Y 32245, 15 1/2 FEET NORTH OF A
 HA1087'15-INCH OAK TREE, 8 FEET SOUTH OF A 13-INCH HICKORY TREE, 1 FOOT
 HA1087'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 HA1087'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HA1087'INCHES.  NOTE-- ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 62
 HA1087'FROM THE POSEY COUNTY COURTHOUSE TO A ROAD FORK, THENCE EASTERLY
 HA1087'ON THE LEFT FORK (OLD HIGHWAY 62) FOR 0.4 MILE TO THE MARK ON THE
 HA1087'LEFT.
 HA1087
 HA1087                          STATION RECOVERY (1972)
 HA1087
 HA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HA1087'RECOVERED IN GOOD CONDITION.
 HA1087
 HA1087                          STATION RECOVERY (1990)
 HA1087
 HA1087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (WCW)
 HA1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0732 ***********************************************************************
 HA0732  DESIGNATION -  X 326
 HA0732  PID         -  HA0732
 HA0732  STATE/COUNTY-  IN/SPENCER
 HA0732  COUNTRY     -  US
 HA0732  USGS QUAD   -  RICHLAND CITY (2019)
 HA0732
 HA0732                         *CURRENT SURVEY CONTROL
 HA0732  ______________________________________________________________________
 HA0732* NAD 83(1986) POSITION- 37 54 09.     (N) 087 12 19.     (W)   SCALED
 HA0732* NAVD 88 ORTHO HEIGHT -   118.733 (meters)      389.54  (feet) ADJUSTED
 HA0732  ______________________________________________________________________
 HA0732  GEOID HEIGHT    -        -31.076 (meters)                     GEOID18
 HA0732  DYNAMIC HEIGHT  -        118.652 (meters)      389.28  (feet) COMP
 HA0732  MODELED GRAVITY -    979,949.6   (mgal)                       NAVD 88
 HA0732
 HA0732  VERT ORDER      -  FIRST     CLASS II
 HA0732
 HA0732.The horizontal coordinates were scaled from a map and have
 HA0732.an estimated accuracy of +/- 6 seconds.
 HA0732
 HA0732.The orthometric height was determined by differential leveling and
 HA0732.adjusted by the NATIONAL GEODETIC SURVEY
 HA0732.in June 1991.
 HA0732
 HA0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0732.GEOID18 height accuracy estimate available here.
 HA0732
 HA0732.Click photographs - Photos may exist for this station.
 HA0732
 HA0732.The dynamic height is computed by dividing the NAVD 88
 HA0732.geopotential number by the normal gravity value computed on the
 HA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0732.degrees latitude (g = 980.6199 gals.).
 HA0732
 HA0732.The modeled gravity was interpolated from observed gravity values.
 HA0732
 HA0732;                    North         East    Units  Estimated Accuracy
 HA0732;SPC IN W     -   294,680.      889,280.      MT  (+/- 180 meters Scaled)
 HA0732
 HA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG819950(NAD 83)
 HA0732
 HA0732                          SUPERSEDED SURVEY CONTROL
 HA0732
 HA0732  NGVD 29 (??/??/92)  118.827  (m)          389.85   (f) ADJ UNCH    1 2
 HA0732
 HA0732.Superseded values are not recommended for survey control.
 HA0732
 HA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0732.See file dsdata.pdf to determine how the superseded data were derived.
 HA0732
 HA0732_MARKER: DB = BENCH MARK DISK
 HA0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0732_SP_SET: CULVERT HEADWALL
 HA0732_STAMPING: X 326 1965
 HA0732_MARK LOGO: CGS
 HA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0732+STABILITY: SURFACE MOTION
 HA0732
 HA0732  HISTORY     - Date     Condition        Report By
 HA0732  HISTORY     - 1965     MONUMENTED       CGS
 HA0732  HISTORY     - 1988     GOOD             USPSQD
 HA0732  HISTORY     - 20100804 GOOD             GEOCAC
 HA0732
 HA0732                          STATION DESCRIPTION
 HA0732
 HA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0732'1.1 MI E FROM HATFIELD.
 HA0732'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0732'AT HATFIELD, IN SECTION 16, T 7 S, R 7 W, 45 FEET NORTHEAST OF AN
 HA0732'INTERSECTION OF THE HIGHWAY AND A ROAD, 36 FEET NORTH OF THE
 HA0732'CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER LINE OF AN
 HA0732'ASPHALT ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 HA0732'HEADWALL OF A CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 HA0732
 HA0732                          STATION RECOVERY (1988)
 HA0732
 HA0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0732'RECOVERED IN GOOD CONDITION.
 HA0732
 HA0732                          STATION RECOVERY (2010)
 HA0732
 HA0732'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0732'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0522 ***********************************************************************
 JA0522  DESIGNATION -  X 327
 JA0522  PID         -  JA0522
 JA0522  STATE/COUNTY-  IN/CRAWFORD
 JA0522  COUNTRY     -  US
 JA0522  USGS QUAD   -  TASWELL (2019)
 JA0522
 JA0522                         *CURRENT SURVEY CONTROL
 JA0522  ______________________________________________________________________
 JA0522* NAD 83(1986) POSITION- 38 19 45.     (N) 086 32 23.     (W)   SCALED
 JA0522* NAVD 88 ORTHO HEIGHT -   248.499 (meters)      815.28  (feet) ADJUSTED
 JA0522  ______________________________________________________________________
 JA0522  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 JA0522  DYNAMIC HEIGHT  -        248.324 (meters)      814.71  (feet) COMP
 JA0522  MODELED GRAVITY -    979,920.6   (mgal)                       NAVD 88
 JA0522
 JA0522  VERT ORDER      -  FIRST     CLASS II
 JA0522
 JA0522.The horizontal coordinates were scaled from a map and have
 JA0522.an estimated accuracy of +/- 6 seconds.
 JA0522
 JA0522.The orthometric height was determined by differential leveling and
 JA0522.adjusted by the NATIONAL GEODETIC SURVEY
 JA0522.in June 1991.
 JA0522
 JA0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0522.GEOID18 height accuracy estimate available here.
 JA0522
 JA0522.Click photographs - Photos may exist for this station.
 JA0522
 JA0522.The dynamic height is computed by dividing the NAVD 88
 JA0522.geopotential number by the normal gravity value computed on the
 JA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0522.degrees latitude (g = 980.6199 gals.).
 JA0522
 JA0522.The modeled gravity was interpolated from observed gravity values.
 JA0522
 JA0522;                    North         East    Units  Estimated Accuracy
 JA0522;SPC IN W     -   342,170.      947,530.      MT  (+/- 180 meters Scaled)
 JA0522
 JA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH402424(NAD 83)
 JA0522
 JA0522                          SUPERSEDED SURVEY CONTROL
 JA0522
 JA0522  NGVD 29 (??/??/92)  248.603  (m)          815.63   (f) ADJ UNCH    1 2
 JA0522
 JA0522.Superseded values are not recommended for survey control.
 JA0522
 JA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0522.See file dsdata.pdf to determine how the superseded data were derived.
 JA0522
 JA0522_MARKER: DB = BENCH MARK DISK
 JA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0522_STAMPING: X 327 1965
 JA0522_MARK LOGO: CGS
 JA0522_PROJECTION: PROJECTING 18 CENTIMETERS
 JA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0522+STABILITY: SURFACE MOTION
 JA0522
 JA0522  HISTORY     - Date     Condition        Report By
 JA0522  HISTORY     - 1965     MONUMENTED       CGS
 JA0522
 JA0522                          STATION DESCRIPTION
 JA0522
 JA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0522'1.4 MI E FROM TASWELL.
 JA0522'ABOUT 1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 JA0522'OFFICE AT TASWELL, IN SECTION 20, T 2 S, R 1 W, AT A CROSSING
 JA0522'OF THE RAILROAD AND A PRIVATE ROAD, 37 FEET SOUTHWEST OF THE
 JA0522'SOUTHWEST RAIL, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 JA0522'13 1/2 POLES NORTHWEST OF MILE POST 224, 73 FEET WEST-SOUTHWEST
 JA0522'OF TELEPHONE POLE NUMBER 52-C, ABOUT LEVEL WITH THE RAILS, SET
 JA0522'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0977 ***********************************************************************
 JA0977  DESIGNATION -  X 328
 JA0977  PID         -  JA0977
 JA0977  STATE/COUNTY-  IN/DUBOIS
 JA0977  COUNTRY     -  US
 JA0977  USGS QUAD   -  VELPEN (2019)
 JA0977
 JA0977                         *CURRENT SURVEY CONTROL
 JA0977  ______________________________________________________________________
 JA0977* NAD 83(1986) POSITION- 38 19 30.31   (N) 087 01 01.04   (W)   HD_HELD1
 JA0977* NAVD 88 ORTHO HEIGHT -   142.125 (meters)      466.29  (feet) ADJUSTED
 JA0977  ______________________________________________________________________
 JA0977  GEOID HEIGHT    -        -32.198 (meters)                     GEOID18
 JA0977  DYNAMIC HEIGHT  -        142.030 (meters)      465.98  (feet) COMP
 JA0977  MODELED GRAVITY -    979,958.4   (mgal)                       NAVD 88
 JA0977
 JA0977  VERT ORDER      -  FIRST     CLASS II
 JA0977
 JA0977.The horizontal coordinates were determined by differentially corrected
 JA0977.hand held GPS observations or other comparable positioning techniques
 JA0977.and have an estimated accuracy of +/- 3 meters.
 JA0977
 JA0977.The orthometric height was determined by differential leveling and
 JA0977.adjusted by the NATIONAL GEODETIC SURVEY
 JA0977.in June 1991.
 JA0977
 JA0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0977.GEOID18 height accuracy estimate available here.
 JA0977
 JA0977.Click photographs - Photos may exist for this station.
 JA0977
 JA0977.The dynamic height is computed by dividing the NAVD 88
 JA0977.geopotential number by the normal gravity value computed on the
 JA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0977.degrees latitude (g = 980.6199 gals.).
 JA0977
 JA0977.The modeled gravity was interpolated from observed gravity values.
 JA0977
 JA0977;                    North         East    Units  Estimated Accuracy
 JA0977;SPC IN W     -   341,579.3     905,804.1     MT  (+/- 3 meters HH1 GPS) 
 JA0977
 JA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9851741885(NAD 83)
 JA0977
 JA0977                          SUPERSEDED SURVEY CONTROL
 JA0977
 JA0977  NGVD 29 (??/??/92)  142.235  (m)          466.65   (f) ADJ UNCH    1 2
 JA0977
 JA0977.Superseded values are not recommended for survey control.
 JA0977
 JA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0977.See file dsdata.pdf to determine how the superseded data were derived.
 JA0977
 JA0977_MARKER: DB = BENCH MARK DISK
 JA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0977_STAMPING: X 328 1965
 JA0977_MARK LOGO: CGS
 JA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0977+STABILITY: SURFACE MOTION
 JA0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0977+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2015
 JA0977
 JA0977  HISTORY     - Date     Condition        Report By
 JA0977  HISTORY     - 1965     MONUMENTED       CGS
 JA0977  HISTORY     - 20150117 GOOD             GEOCAC
 JA0977
 JA0977                          STATION DESCRIPTION
 JA0977
 JA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0977'4 MI W FROM HUNTINGTON.
 JA0977'ABOUT 4.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0977'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0977'19, T 2 S, R 6 W, ABOUT 0.45 MILE SOUTHEAST OF WHITSITTS GENERAL
 JA0977'STORE IN THE SMALL COMMUNITY OF DUFF, 48 FEET EAST-NORTHEAST OF
 JA0977'THE CENTER OF THE CROSSING OF ROAD 600W AND THE RAILROAD, 5 RAILS
 JA0977'NORTHWEST OF MILEPOST 195, 26 FEET SOUTHWEST OF THE CENTER LINE OF
 JA0977'A GRAVELED ROAD, 21 FEET NORTHEAST OF THE NORTHEAST RAIL, 10 FEET
 JA0977'WEST OF TELEPHONE POLE NUMBER 36B, 1 1/2 FEET ABOVE THE LEVEL
 JA0977'OF THE RAILS, 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE
 JA0977'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JA0977
 JA0977                          STATION RECOVERY (2015)
 JA0977
 JA0977'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA0977'MARK FOUND IN GOOD CONDITION. MARK IS NOW FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0526 ***********************************************************************
 HA0526  DESIGNATION -  X 329
 HA0526  PID         -  HA0526
 HA0526  STATE/COUNTY-  IN/PERRY
 HA0526  COUNTRY     -  US
 HA0526  USGS QUAD   -  CANNELTON (2019)
 HA0526
 HA0526                         *CURRENT SURVEY CONTROL
 HA0526  ______________________________________________________________________
 HA0526* NAD 83(1986) POSITION- 37 54 45.     (N) 086 44 29.     (W)   SCALED
 HA0526* NAVD 88 ORTHO HEIGHT -   129.833 (meters)      425.96  (feet) ADJUSTED
 HA0526  ______________________________________________________________________
 HA0526  GEOID HEIGHT    -        -31.893 (meters)                     GEOID18
 HA0526  DYNAMIC HEIGHT  -        129.741 (meters)      425.66  (feet) COMP
 HA0526  MODELED GRAVITY -    979,920.8   (mgal)                       NAVD 88
 HA0526
 HA0526  VERT ORDER      -  FIRST     CLASS II
 HA0526
 HA0526.The horizontal coordinates were scaled from a map and have
 HA0526.an estimated accuracy of +/- 6 seconds.
 HA0526
 HA0526.The orthometric height was determined by differential leveling and
 HA0526.adjusted by the NATIONAL GEODETIC SURVEY
 HA0526.in June 1991.
 HA0526
 HA0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0526.GEOID18 height accuracy estimate available here.
 HA0526
 HA0526.Click photographs - Photos may exist for this station.
 HA0526
 HA0526.The dynamic height is computed by dividing the NAVD 88
 HA0526.geopotential number by the normal gravity value computed on the
 HA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0526.degrees latitude (g = 980.6199 gals.).
 HA0526
 HA0526.The modeled gravity was interpolated from observed gravity values.
 HA0526
 HA0526;                    North         East    Units  Estimated Accuracy
 HA0526;SPC IN W     -   295,840.      930,070.      MT  (+/- 180 meters Scaled)
 HA0526
 HA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG227961(NAD 83)
 HA0526
 HA0526                          SUPERSEDED SURVEY CONTROL
 HA0526
 HA0526  NGVD 29 (??/??/92)  129.939  (m)          426.31   (f) ADJ UNCH    1 2
 HA0526
 HA0526.Superseded values are not recommended for survey control.
 HA0526
 HA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0526.See file dsdata.pdf to determine how the superseded data were derived.
 HA0526
 HA0526_MARKER: DB = BENCH MARK DISK
 HA0526_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA0526+WITH SETTING: PAVEMENT
 HA0526_SP_SET: LIGHT POLE FOUNDATION
 HA0526_STAMPING: X 329 1965
 HA0526_MARK LOGO: CGS
 HA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0526+STABILITY: SURFACE MOTION
 HA0526
 HA0526  HISTORY     - Date     Condition        Report By
 HA0526  HISTORY     - 1965     MONUMENTED       CGS
 HA0526  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0526
 HA0526                          STATION DESCRIPTION
 HA0526
 HA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0526'NEAR CANNELTON.
 HA0526'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0526'COUNTY COURTHOUSE AT CANNELTON, 42 FEET WEST OF THE CENTER OF THE
 HA0526'INTERSECTION OF THE HIGHWAY AND WASHINGTON STREET, 36 FEET SOUTHWEST
 HA0526'OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET NORTHWEST OF THE CENTER
 HA0526'LINE OF WASHINGTON STREET, SET IN THE TOP OF A 2 FOOT BY 2 FOOT
 HA0526'CONCRETE FOUNDATION OF A LIGHT POLE, 2 1/2 FEET SOUTHWEST OF A
 HA0526'LIGHT POLE, FLUSH WITH A SIDE WALK.
 HA0526
 HA0526                          STATION RECOVERY (2023)
 HA0526
 HA0526'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0526'LIGHT POLE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0909 ***********************************************************************
 KA0909  DESIGNATION -  X 33
 KA0909  PID         -  KA0909
 KA0909  STATE/COUNTY-  IN/VIGO
 KA0909  COUNTRY     -  US
 KA0909  USGS QUAD   -  ROSEDALE (2019)
 KA0909
 KA0909                         *CURRENT SURVEY CONTROL
 KA0909  ______________________________________________________________________
 KA0909* NAD 83(1986) POSITION- 39 31 11.     (N) 087 22 11.     (W)   SCALED
 KA0909* NAVD 88 ORTHO HEIGHT -   150.967 (meters)      495.30  (feet) ADJUSTED
 KA0909  ______________________________________________________________________
 KA0909  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 KA0909  DYNAMIC HEIGHT  -        150.881 (meters)      495.02  (feet) COMP
 KA0909  MODELED GRAVITY -    980,053.6   (mgal)                       NAVD 88
 KA0909
 KA0909  VERT ORDER      -  SECOND    CLASS 0
 KA0909
 KA0909.The horizontal coordinates were scaled from a map and have
 KA0909.an estimated accuracy of +/- 6 seconds.
 KA0909
 KA0909.The orthometric height was determined by differential leveling and
 KA0909.adjusted by the NATIONAL GEODETIC SURVEY
 KA0909.in June 1991.
 KA0909
 KA0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0909.GEOID18 height accuracy estimate available here.
 KA0909
 KA0909.Click photographs - Photos may exist for this station.
 KA0909
 KA0909.The dynamic height is computed by dividing the NAVD 88
 KA0909.geopotential number by the normal gravity value computed on the
 KA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0909.degrees latitude (g = 980.6199 gals.).
 KA0909
 KA0909.The modeled gravity was interpolated from observed gravity values.
 KA0909
 KA0909;                    North         East    Units  Estimated Accuracy
 KA0909;SPC IN W     -   474,230.      875,370.      MT  (+/- 180 meters Scaled)
 KA0909
 KA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ682745(NAD 83)
 KA0909
 KA0909                          SUPERSEDED SURVEY CONTROL
 KA0909
 KA0909  NGVD 29 (??/??/92)  151.074  (m)          495.65   (f) ADJ UNCH    2 0
 KA0909
 KA0909.Superseded values are not recommended for survey control.
 KA0909
 KA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0909.See file dsdata.pdf to determine how the superseded data were derived.
 KA0909
 KA0909_MARKER: DB = BENCH MARK DISK
 KA0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0909_STAMPING: X 33 1934
 KA0909_MARK LOGO: CGS
 KA0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0909+STABILITY: SURFACE MOTION
 KA0909
 KA0909  HISTORY     - Date     Condition        Report By
 KA0909  HISTORY     - 1934     MONUMENTED       CGS
 KA0909  HISTORY     - 1935     GOOD             CGS
 KA0909
 KA0909                          STATION DESCRIPTION
 KA0909
 KA0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0909'4.6 MI N FROM TERRE HAUTE.
 KA0909'4.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0909'AT TERRE HAUTE, VIGO COUNTY, 0.6 MILE SOUTH OF THE CROSSING OF
 KA0909'FOREST AVENUE AT NORTH TERRE HAUTE, 14 YARDS NORTH OF THE
 KA0909'STATION AT THE DEWEY JUNCTION OF THE CHICAGO AND EASTERN ILLINOIS
 KA0909'RAILROAD, IN THE SOUTH ANGLE OF THE JUNCTION, 3-1/2 YARDS EAST
 KA0909'OF THE EAST RAIL OF THE C. AND E.I.R.R. TRACK, AND 3 YARDS WEST
 KA0909'OF THE WEST RAIL OF THE P.R.R. TRACK.  A STANDARD DISK, STAMPED
 KA0909'X 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0909'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1146 ***********************************************************************
 JA1146  DESIGNATION -  X 330
 JA1146  PID         -  JA1146
 JA1146  STATE/COUNTY-  IN/GIBSON
 JA1146  COUNTRY     -  US
 JA1146  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1146
 JA1146                         *CURRENT SURVEY CONTROL
 JA1146  ______________________________________________________________________
 JA1146* NAD 83(1986) POSITION- 38 22 47.     (N) 087 41 13.     (W)   SCALED
 JA1146* NAVD 88 ORTHO HEIGHT -   120.770 (meters)      396.23  (feet) ADJUSTED
 JA1146  ______________________________________________________________________
 JA1146  GEOID HEIGHT    -        -31.353 (meters)                     GEOID18
 JA1146  DYNAMIC HEIGHT  -        120.692 (meters)      395.97  (feet) COMP
 JA1146  MODELED GRAVITY -    979,980.5   (mgal)                       NAVD 88
 JA1146
 JA1146  VERT ORDER      -  FIRST     CLASS II
 JA1146
 JA1146.The horizontal coordinates were scaled from a map and have
 JA1146.an estimated accuracy of +/- 6 seconds.
 JA1146
 JA1146.The orthometric height was determined by differential leveling and
 JA1146.adjusted by the NATIONAL GEODETIC SURVEY
 JA1146.in June 1991.
 JA1146
 JA1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1146.GEOID18 height accuracy estimate available here.
 JA1146
 JA1146.Click photographs - Photos may exist for this station.
 JA1146
 JA1146.The dynamic height is computed by dividing the NAVD 88
 JA1146.geopotential number by the normal gravity value computed on the
 JA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1146.degrees latitude (g = 980.6199 gals.).
 JA1146
 JA1146.The modeled gravity was interpolated from observed gravity values.
 JA1146
 JA1146;                    North         East    Units  Estimated Accuracy
 JA1146;SPC IN W     -   347,810.      847,260.      MT  (+/- 180 meters Scaled)
 JA1146
 JA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH400481(NAD 83)
 JA1146
 JA1146                          SUPERSEDED SURVEY CONTROL
 JA1146
 JA1146  NGVD 29 (??/??/92)  120.907  (m)          396.68   (f) ADJ UNCH    1 2
 JA1146
 JA1146.Superseded values are not recommended for survey control.
 JA1146
 JA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1146.See file dsdata.pdf to determine how the superseded data were derived.
 JA1146
 JA1146_MARKER: DB = BENCH MARK DISK
 JA1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1146_STAMPING: X 330 1965
 JA1146_MARK LOGO: CGS
 JA1146_PROJECTION: PROJECTING 18 CENTIMETERS
 JA1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1146+STABILITY: SURFACE MOTION
 JA1146
 JA1146  HISTORY     - Date     Condition        Report By
 JA1146  HISTORY     - 1965     MONUMENTED       CGS
 JA1146
 JA1146                          STATION DESCRIPTION
 JA1146
 JA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1146'3.8 MI E FROM MT CARMEL.
 JA1146'ABOUT 0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE STATE HIGHWAY
 JA1146'64 HIGHWAY BRIDGE OVER THE WABASH RIVER AT MT. CARMEL, ILLINOIS,
 JA1146'THENCE 3.6 MILES EAST ALONG THE SOUTHERN RAILWAY, IN SECTION 6,
 JA1146'T 1 S, R 12 W, 3 1/2 TELEPHONE POLES EAST OF MILEPOST 155, 72 FEET
 JA1146'SOUTHEAST AND ACROSS THE TRACK FROM A TELEPHONE POLE, 135 FEET
 JA1146'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 39 FEET SOUTH OF THE
 JA1146'SOUTH RAIL, 22 FEET WEST OF A LARGE OAK TREE, 6 1/2 FEET EAST OF
 JA1146'A FORKED OAK TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 JA1146'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA1146'OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2150 ***********************************************************************
 JA2150  DESIGNATION -  X 331 RESET
 JA2150  PID         -  JA2150
 JA2150  STATE/COUNTY-  IN/GIBSON
 JA2150  COUNTRY     -  US
 JA2150  USGS QUAD   -  FRANCISCO (2019)
 JA2150
 JA2150                         *CURRENT SURVEY CONTROL
 JA2150  ______________________________________________________________________
 JA2150* NAD 83(1986) POSITION- 38 20 03.36   (N) 087 27 03.24   (W)   HD_HELD1
 JA2150* NAVD 88 ORTHO HEIGHT -   132.15  (+/-2cm)      433.6   (feet) VERTCON3
 JA2150  ______________________________________________________________________
 JA2150  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 JA2150  VERT ORDER      -  THIRD (See Below)
 JA2150
 JA2150.The horizontal coordinates were determined by differentially corrected
 JA2150.hand held GPS observations or other comparable positioning techniques
 JA2150.and have an estimated accuracy of +/- 3 meters.
 JA2150
 JA2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2150
 JA2150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2150.GEOID18 height accuracy estimate available here.
 JA2150
 JA2150.The vertical order pertains to the NGVD 29 superseded value.
 JA2150
 JA2150.Click photographs - Photos may exist for this station.
 JA2150
 JA2150;                    North         East    Units  Estimated Accuracy
 JA2150;SPC IN W     -   342,660.2     867,863.8     MT  (+/- 3 meters HH1 GPS) 
 JA2150
 JA2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6059242999(NAD 83)
 JA2150
 JA2150                          SUPERSEDED SURVEY CONTROL
 JA2150
 JA2150  NGVD 29 (08/22/16)  132.29   (m)          434.0    (f) RESET       3  
 JA2150
 JA2150.Superseded values are not recommended for survey control.
 JA2150
 JA2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2150.See file dsdata.pdf to determine how the superseded data were derived.
 JA2150
 JA2150_MARKER: DV = VERTICAL CONTROL DISK
 JA2150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA2150_SP_SET: BRIDGE HEADWALL
 JA2150_STAMPING: X 331 RESET 1992
 JA2150_MARK LOGO: NGS
 JA2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2150+STABILITY: SURFACE MOTION
 JA2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2150+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2015
 JA2150
 JA2150  HISTORY     - Date     Condition        Report By
 JA2150  HISTORY     - 1992     MONUMENTED       INHD
 JA2150  HISTORY     - 20010808 GOOD             INDNR
 JA2150  HISTORY     - 20150404 GOOD             GEOCAC
 JA2150
 JA2150                          STATION DESCRIPTION
 JA2150
 JA2150'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1992
 JA2150'0.2 MILES (0.3 KM) WEST ALONG STATE ROAD 64 FROM THE POST OFFICE IN
 JA2150'FRANCISCO, SET IN THE TOP OF THE HEADWALL AT THE SOUTH EAST CORNER,
 JA2150'54.5 FEET (16.6 M) SOUTH OF HIGHWAY CENTERLINE AND 99.25 FEET
 JA2150'(30.25 M) WEST OF CENTER OF CROSSING OF HIGHWAY AND NORFOLK-SOUTHERN
 JA2150'RAILROAD, THE NEW DISK IS SOUTH OF IDOT MILE MARKER 18+35, PSI
 JA2150'UTILITY POLE SOUTH FROM DISK, 56.75 FEET (17.30 M) TO NORTH FACE OF
 JA2150'POLE, GTE UTILITY POLE NORTHEAST FROM DISK, 47 FEET (14.3 M) TO
 JA2150'SOUTHWEST FACE OF POLE, NORFOLK-SOUTHERN SIGNAL POLE WEST FROM DISK,
 JA2150'46.75 FEET (14.25 M) TO EAST FACE OF POLE.
 JA2150
 JA2150                          STATION RECOVERY (2001)
 JA2150
 JA2150'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 JA2150'RECOVERED IN GOOD CONDITION.
 JA2150
 JA2150                          STATION RECOVERY (2015)
 JA2150
 JA2150'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA2150'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0261 ***********************************************************************
 MD0261  DESIGNATION -  X 332
 MD0261  PID         -  MD0261
 MD0261  STATE/COUNTY-  IN/ALLEN
 MD0261  COUNTRY     -  US
 MD0261  USGS QUAD   -  MAPLES (2019)
 MD0261
 MD0261                         *CURRENT SURVEY CONTROL
 MD0261  ______________________________________________________________________
 MD0261* NAD 83(1986) POSITION- 41 04 18.09   (N) 084 57 41.94   (W)   HD_HELD1
 MD0261* NAVD 88 ORTHO HEIGHT -   233.310 (meters)      765.45  (feet) ADJUSTED
 MD0261  ______________________________________________________________________
 MD0261  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 MD0261  DYNAMIC HEIGHT  -        233.215 (meters)      765.14  (feet) COMP
 MD0261  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 MD0261
 MD0261  VERT ORDER      -  FIRST     CLASS I
 MD0261
 MD0261.The horizontal coordinates were determined by differentially corrected
 MD0261.hand held GPS observations or other comparable positioning techniques
 MD0261.and have an estimated accuracy of +/- 3 meters.
 MD0261
 MD0261.The orthometric height was determined by differential leveling and
 MD0261.adjusted by the NATIONAL GEODETIC SURVEY
 MD0261.in April 1995.
 MD0261
 MD0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0261.GEOID18 height accuracy estimate available here.
 MD0261
 MD0261.Click photographs - Photos may exist for this station.
 MD0261
 MD0261.The dynamic height is computed by dividing the NAVD 88
 MD0261.geopotential number by the normal gravity value computed on the
 MD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0261.degrees latitude (g = 980.6199 gals.).
 MD0261
 MD0261.The modeled gravity was interpolated from observed gravity values.
 MD0261
 MD0261;                    North         East    Units  Estimated Accuracy
 MD0261;SPC IN E     -   646,759.1     159,250.6     MT  (+/- 3 meters HH1 GPS) 
 MD0261
 MD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7124748717(NAD 83)
 MD0261
 MD0261                          SUPERSEDED SURVEY CONTROL
 MD0261
 MD0261  NAVD 88 (06/15/91)  233.313  (m)          765.46   (f) SUPERSEDED  1 1
 MD0261  NGVD 29 (01/19/93)  233.467  (m)          765.97   (f) ADJUSTED    1 1
 MD0261  NGVD 29 (??/??/92)  233.467  (m)          765.97   (f) SUPERSEDED  1 1
 MD0261
 MD0261.Superseded values are not recommended for survey control.
 MD0261
 MD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0261.See file dsdata.pdf to determine how the superseded data were derived.
 MD0261
 MD0261_MARKER: DB = BENCH MARK DISK
 MD0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0261_STAMPING: X 332 1968
 MD0261_MARK LOGO: CGS
 MD0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0261+STABILITY: SURFACE MOTION
 MD0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0261+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 MD0261
 MD0261  HISTORY     - Date     Condition        Report By
 MD0261  HISTORY     - 1968     MONUMENTED       CGS
 MD0261  HISTORY     - 19921015 GOOD             NGS
 MD0261  HISTORY     - 20030510 GOOD             GEOCAC
 MD0261
 MD0261                          STATION DESCRIPTION
 MD0261
 MD0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0261'2.9 MI E FROM NEW HAVEN.
 MD0261'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION
 MD0261'OF U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, NEAR THE INTERSECTION
 MD0261'OF RYAN ROAD, BETWEEN THE HIGHWAY AND THE NORFOLK AND WESTERN
 MD0261'RAILWAY, 175 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 MD0261'OF THE ROAD AND THE HIGHWAY, 166 FEET EAST OF THE CENTER LINE OF
 MD0261'RYAN ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33
 MD0261'FEET SOUTH OF THE SOUTH RAIL OF THE N AND W RY, 3 FEET WEST OF
 MD0261'POWER LINE POLE 1209-24, 2 FEET EAST OF A METAL WITNESS POST, 2
 MD0261'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 MD0261'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0261'IN SECTION 9, R 14 E, T 30 N.
 MD0261
 MD0261                          STATION RECOVERY (1992)
 MD0261
 MD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0261'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0261'U.S. HIGHWAY 24 IN NEW HAVEN, 50.3 M (165.0 FT) EAST OF THE CENTER
 MD0261'OF RYAN ROAD, 15.9 M (52.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.9 M
 MD0261'(32.5 FT) SOUTH OF THE NEAR RAIL OF THE NORFOLK SOUTHERN RAILROAD,
 MD0261'0.6 M (2.0 FT) WEST OF UTILITY POLE NUMBER 1209 24, 0.6 M (2.0 FT)
 MD0261'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS
 MD0261'POST, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND
 MD0261'SURFACE.
 MD0261
 MD0261                          STATION RECOVERY (2003)
 MD0261
 MD0261'RECOVERY NOTE BY GEOCACHING 2003 (JMA)
 MD0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0644 ***********************************************************************
 MD0644  DESIGNATION -  X 333
 MD0644  PID         -  MD0644
 MD0644  STATE/COUNTY-  IN/ALLEN
 MD0644  COUNTRY     -  US
 MD0644  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0644
 MD0644                         *CURRENT SURVEY CONTROL
 MD0644  ______________________________________________________________________
 MD0644* NAD 83(1986) POSITION- 41 04 29.     (N) 085 10 44.     (W)   SCALED
 MD0644* NAVD 88 ORTHO HEIGHT -   237.759 (meters)      780.05  (feet) ADJUSTED
 MD0644  ______________________________________________________________________
 MD0644  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 MD0644  DYNAMIC HEIGHT  -        237.666 (meters)      779.74  (feet) COMP
 MD0644  MODELED GRAVITY -    980,225.9   (mgal)                       NAVD 88
 MD0644
 MD0644  VERT ORDER      -  FIRST     CLASS I
 MD0644
 MD0644.The horizontal coordinates were scaled from a map and have
 MD0644.an estimated accuracy of +/- 6 seconds.
 MD0644
 MD0644.The orthometric height was determined by differential leveling and
 MD0644.adjusted by the NATIONAL GEODETIC SURVEY
 MD0644.in June 1991.
 MD0644
 MD0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0644.GEOID18 height accuracy estimate available here.
 MD0644
 MD0644.Click photographs - Photos may exist for this station.
 MD0644
 MD0644.The dynamic height is computed by dividing the NAVD 88
 MD0644.geopotential number by the normal gravity value computed on the
 MD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0644.degrees latitude (g = 980.6199 gals.).
 MD0644
 MD0644.The modeled gravity was interpolated from observed gravity values.
 MD0644
 MD0644;                    North         East    Units  Estimated Accuracy
 MD0644;SPC IN E     -   646,970.      140,990.      MT  (+/- 180 meters Scaled)
 MD0644
 MD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL529486(NAD 83)
 MD0644
 MD0644                          SUPERSEDED SURVEY CONTROL
 MD0644
 MD0644  NGVD 29 (01/19/93)  237.920  (m)          780.58   (f) ADJUSTED    1 1
 MD0644  NGVD 29 (??/??/92)  237.920  (m)          780.58   (f) SUPERSEDED  1 1
 MD0644
 MD0644.Superseded values are not recommended for survey control.
 MD0644
 MD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0644.See file dsdata.pdf to determine how the superseded data were derived.
 MD0644
 MD0644_MARKER: DB = BENCH MARK DISK
 MD0644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0644_SP_SET: ABUTMENT
 MD0644_STAMPING: X 333 1968
 MD0644_MARK LOGO: CGS
 MD0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0644+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 MD0644
 MD0644  HISTORY     - Date     Condition        Report By
 MD0644  HISTORY     - 1968     MONUMENTED       CGS
 MD0644  HISTORY     - 19921010 GOOD             NGS
 MD0644
 MD0644                          STATION DESCRIPTION
 MD0644
 MD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0644'AT FORT WAYNE.
 MD0644'AT FORT WAYNE, ABOUT 2.2 MILES NORTHWEST ALONG THE PENN CENTRAL
 MD0644'RAILROAD FROM THE STATION, IN SECTION 4, R 12 E, T 30 N, ABOUT
 MD0644'0.15 MILE SOUTHEAST OF MILEPOST 322, NEAR THE SOUTHWEST CORNER
 MD0644'OF THE LINDENWOOD CEMETERY, SET ON THE TOP OF THE NORTHEAST
 MD0644'END OF THE SOUTHEAST ABUTMENT OF THE OVERPASS OVER LINDENWOOD
 MD0644'AVENUE, 8.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MD0644'WESTBOUND TRACK AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 MD0644'NOTE-- THIS MARK MAY BE USED FOR AN AZIMUTH MARK FOR
 MD0644'TRIANGULATION STATION FORT.
 MD0644
 MD0644                          STATION RECOVERY (1992)
 MD0644
 MD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0644'IN FORT WAYNE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND
 MD0644'LINDENWOOD AVENUE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 MD0644'NORTHEAST END OF THE SOUTHEAST STONE ABUTMENT OF THE RAILROAD
 MD0644'OVERPASS OF THE AVENUE, 10.6 M (34.8 FT) SOUTHEAST OF THE AVENUE
 MD0644'CENTERLINE, 3.6 M (11.8 FT) NORTHEAST OF THE NEAR RAIL, 1.1 M (3.6
 MD0644'FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AND 0.3 M (1.0
 MD0644'FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0268 ***********************************************************************
 ME0268  DESIGNATION -  X 334
 ME0268  PID         -  ME0268
 ME0268  STATE/COUNTY-  IN/MARSHALL
 ME0268  COUNTRY     -  US
 ME0268  USGS QUAD   -  PLYMOUTH (2019)
 ME0268
 ME0268                         *CURRENT SURVEY CONTROL
 ME0268  ______________________________________________________________________
 ME0268* NAD 83(1986) POSITION- 41 19 30.     (N) 086 17 56.     (W)   SCALED
 ME0268* NAVD 88 ORTHO HEIGHT -   244.891 (meters)      803.45  (feet) ADJUSTED
 ME0268  ______________________________________________________________________
 ME0268  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0268  DYNAMIC HEIGHT  -        244.788 (meters)      803.11  (feet) COMP
 ME0268  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 ME0268
 ME0268  VERT ORDER      -  FIRST     CLASS I
 ME0268
 ME0268.The horizontal coordinates were scaled from a map and have
 ME0268.an estimated accuracy of +/- 6 seconds.
 ME0268
 ME0268.The orthometric height was determined by differential leveling and
 ME0268.adjusted by the NATIONAL GEODETIC SURVEY
 ME0268.in June 1991.
 ME0268
 ME0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0268.GEOID18 height accuracy estimate available here.
 ME0268
 ME0268.Click photographs - Photos may exist for this station.
 ME0268
 ME0268.The dynamic height is computed by dividing the NAVD 88
 ME0268.geopotential number by the normal gravity value computed on the
 ME0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0268.degrees latitude (g = 980.6199 gals.).
 ME0268
 ME0268.The modeled gravity was interpolated from observed gravity values.
 ME0268
 ME0268;                    North         East    Units  Estimated Accuracy
 ME0268;SPC IN E     -   674,840.       47,070.      MT  (+/- 180 meters Scaled)
 ME0268
 ME0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL586750(NAD 83)
 ME0268
 ME0268                          SUPERSEDED SURVEY CONTROL
 ME0268
 ME0268  NGVD 29 (??/??/92)  245.014  (m)          803.85   (f) ADJ UNCH    1 1
 ME0268
 ME0268.Superseded values are not recommended for survey control.
 ME0268
 ME0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0268.See file dsdata.pdf to determine how the superseded data were derived.
 ME0268
 ME0268_MARKER: DB = BENCH MARK DISK
 ME0268_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0268+WITH SETTING: PAVEMENT
 ME0268_SP_SET: FOOTING
 ME0268_STAMPING: X 334 1968
 ME0268_MARK LOGO: CGS
 ME0268_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0268+STABILITY: SURFACE MOTION
 ME0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0268+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0268
 ME0268  HISTORY     - Date     Condition        Report By
 ME0268  HISTORY     - 1968     MONUMENTED       CGS
 ME0268  HISTORY     - 1984     GOOD             USPSQD
 ME0268  HISTORY     - 1987     GOOD             USPSQD
 ME0268  HISTORY     - 19920831 GOOD             NGS
 ME0268
 ME0268                          STATION DESCRIPTION
 ME0268
 ME0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0268'1 MI S FROM PLYMOUTH.
 ME0268'ABOUT 1.0 MILE SOUTH ALONG THE BUSINESS ROUTE OF U.S. HIGHWAY 31
 ME0268'FROM THE PENN CENTRAL RAILROAD OVERPASS, 125 FEET EAST OF THE
 ME0268'CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE WEST EDGE OF
 ME0268'THE THREE CORNER BASE (4 FEET ON EACH SIDE) WHICH SUPPORTS A
 ME0268'LARGE TELEPHONE COMPANY MICRO-WAVE TOWER AND 1/2 FOOT ABOVE THE
 ME0268'LEVEL OF THE GROUND.  IN SECTION 14, R 2 E, T 33 N.
 ME0268
 ME0268                          STATION RECOVERY (1984)
 ME0268
 ME0268'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0268'NOTE: THIS MICRO-WAVE TOWER IS EXPECTED TO BE ABANDONED BY THE
 ME0268'TELEPHONE COMPANY WITHIN THE NEXT YEAR.
 ME0268
 ME0268                          STATION RECOVERY (1987)
 ME0268
 ME0268'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0268'RECOVERED IN GOOD CONDITION.
 ME0268
 ME0268                          STATION RECOVERY (1992)
 ME0268
 ME0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0268'1.7 KM (1.05 MI) SOUTHERLY ALONG STATE HIGHWAY 17 (MICHIGAN STREET)
 ME0268'FROM THE JUNCTION OF THE CONRAIL RAILROAD IN PLYMOUTH, IN TOP OF AND
 ME0268'0.1 M (0.3 FT) EAST OF THE WEST EDGE OF THE CONCRETE FOOTING FOR A
 ME0268'RAZED MICROWAVE TOWER, 38.1 M (125.0 FT) EAST OF THE HIGHWAY
 ME0268'CENTERLINE, 1.2 M (3.9 FT) NORTH OF THE NORTH FACE OF A BLOCK
 ME0268'BUILDING, 1.0 M (3.3 FT) SOUTH OF A CHAIN-LINK FENCE, AND 1.0 M
 ME0268'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) ABOVE THE
 ME0268'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1025 ***********************************************************************
 ME1025  DESIGNATION -  X 335
 ME1025  PID         -  ME1025
 ME1025  STATE/COUNTY-  IN/LAKE
 ME1025  COUNTRY     -  US
 ME1025  USGS QUAD   -  WHITING (2019)
 ME1025
 ME1025                         *CURRENT SURVEY CONTROL
 ME1025  ______________________________________________________________________
 ME1025* NAD 83(1986) POSITION- 41 39 56.7    (N) 087 28 02.4    (W)   HD_HELD2
 ME1025* NAVD 88 ORTHO HEIGHT -   180.522 (meters)      592.26  (feet) ADJUSTED
 ME1025  ______________________________________________________________________
 ME1025  GEOID HEIGHT    -        -33.541 (meters)                     GEOID18
 ME1025  DYNAMIC HEIGHT  -        180.457 (meters)      592.05  (feet) COMP
 ME1025  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 ME1025
 ME1025  VERT ORDER      -  FIRST     CLASS I
 ME1025
 ME1025.The horizontal coordinates were established by autonomous hand held GPS
 ME1025.observations and have an estimated accuracy of +/- 10 meters.
 ME1025
 ME1025.The orthometric height was determined by differential leveling and
 ME1025.adjusted by the NATIONAL GEODETIC SURVEY
 ME1025.in April 1995.
 ME1025
 ME1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1025.GEOID18 height accuracy estimate available here.
 ME1025
 ME1025.Click photographs - Photos may exist for this station.
 ME1025
 ME1025.The dynamic height is computed by dividing the NAVD 88
 ME1025.geopotential number by the normal gravity value computed on the
 ME1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1025.degrees latitude (g = 980.6199 gals.).
 ME1025
 ME1025.The modeled gravity was interpolated from observed gravity values.
 ME1025
 ME1025;                    North         East    Units  Estimated Accuracy
 ME1025;SPC IN W     -   712,565.      868,020.      MT  (+/- 10 meters HH2 GPS)
 ME1025
 ME1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6109412771(NAD 83)
 ME1025
 ME1025                          SUPERSEDED SURVEY CONTROL
 ME1025
 ME1025  NAVD 88 (06/15/91)  180.525  (m)          592.27   (f) SUPERSEDED  1 1
 ME1025  NGVD 29 (01/19/93)  180.635  (m)          592.63   (f) ADJUSTED    1 1
 ME1025  NGVD 29 (??/??/92)  180.635  (m)          592.63   (f) SUPERSEDED  1 1
 ME1025
 ME1025.Superseded values are not recommended for survey control.
 ME1025
 ME1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1025.See file dsdata.pdf to determine how the superseded data were derived.
 ME1025
 ME1025_MARKER: DB = BENCH MARK DISK
 ME1025_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1025_SP_SET: PIER
 ME1025_STAMPING: X 335 1968
 ME1025_MARK LOGO: CGS
 ME1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1025+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME1025
 ME1025  HISTORY     - Date     Condition        Report By
 ME1025  HISTORY     - 1968     MONUMENTED       CGS
 ME1025  HISTORY     - 19920806 GOOD             NGS
 ME1025  HISTORY     - 20210226 GOOD             IN-089
 ME1025
 ME1025                          STATION DESCRIPTION
 ME1025
 ME1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1025'1.4 MI SE FROM WHITING.
 ME1025'ABOUT 1.45 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1025'THE CROSSING OF 119 TH STREET AT WHITING, ABOUT 1.4 MILES
 ME1025'NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF
 ME1025'MICHIGAN AVENUE AT INDIANA HARBOR, IN SECTION 16, R 9 W, T 37 N,
 ME1025'SET VERTICALLY IN THE NORTHWEST END OF THE FIRST CONCRETE PIER
 ME1025'NORTHEAST OF THE TRACKS FOR THE WEST YOUNGSTOWN STREET OVERPASS,
 ME1025'51 FEET NORTHEAST OF AND ACROSS ONE SIDE TRACK FROM THE NORTHEAST
 ME1025'RAIL OF THE NORTHEAST MAIN TRACK, 8.2 FEET NORTHEAST OF THE
 ME1025'NORTHEAST RAIL OF THE SIDE TRACK, 3.2 FEET ABOVE THE LEVEL OF
 ME1025'THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 ME1025
 ME1025                          STATION RECOVERY (1992)
 ME1025
 ME1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1025'4.3 KM (2.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 912 FROM THE
 ME1025'JUNCTION OF U.S. HIGHWAY 12 IN GARY, THENCE 0.7 KM (0.45 MI)
 ME1025'NORTHEASTERLY ALONG RILEY ROAD, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 ME1025'ALONG DICKY ROAD, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG THE LTV
 ME1025'STEEL COMPANY ROAD AND ACROSS A PARKING LOT TO AN ABANDONED RAILROAD,
 ME1025'SET VERTICALLY IN THE NORTHWEST END OF CONCRETE PIER NUMBER 3 OF AN
 ME1025'ABANDONED RAILROAD OVERPASS, 6.4 M (21.0 FT) NORTHWEST OF THE CENTER
 ME1025'OF THE OVERPASS, 5.7 M (18.7 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 ME1025'A PAVED ROAD, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.
 ME1025
 ME1025                          STATION RECOVERY (2021)
 ME1025
 ME1025'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1002 ***********************************************************************
 ME1002  DESIGNATION -  X 336
 ME1002  PID         -  ME1002
 ME1002  STATE/COUNTY-  IN/LAKE
 ME1002  COUNTRY     -  US
 ME1002  USGS QUAD   -  GARY (2019)
 ME1002
 ME1002                         *CURRENT SURVEY CONTROL
 ME1002  ______________________________________________________________________
 ME1002* NAD 83(1986) POSITION- 41 35 29.     (N) 087 21 20.     (W)   SCALED
 ME1002* NAVD 88 ORTHO HEIGHT -   183.942 (meters)      603.48  (feet) ADJUSTED
 ME1002  ______________________________________________________________________
 ME1002  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 ME1002  DYNAMIC HEIGHT  -        183.874 (meters)      603.26  (feet) COMP
 ME1002  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 ME1002
 ME1002  VERT ORDER      -  FIRST     CLASS I
 ME1002
 ME1002.The horizontal coordinates were scaled from a map and have
 ME1002.an estimated accuracy of +/- 6 seconds.
 ME1002
 ME1002.The orthometric height was determined by differential leveling and
 ME1002.adjusted by the NATIONAL GEODETIC SURVEY
 ME1002.in June 1991.
 ME1002
 ME1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1002.GEOID18 height accuracy estimate available here.
 ME1002
 ME1002.Click photographs - Photos may exist for this station.
 ME1002
 ME1002.The dynamic height is computed by dividing the NAVD 88
 ME1002.geopotential number by the normal gravity value computed on the
 ME1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1002.degrees latitude (g = 980.6199 gals.).
 ME1002
 ME1002.The modeled gravity was interpolated from observed gravity values.
 ME1002
 ME1002;                    North         East    Units  Estimated Accuracy
 ME1002;SPC IN W     -   704,270.      877,300.      MT  (+/- 180 meters Scaled)
 ME1002
 ME1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM703044(NAD 83)
 ME1002
 ME1002                          SUPERSEDED SURVEY CONTROL
 ME1002
 ME1002  NGVD 29 (??/??/92)  184.045  (m)          603.82   (f) ADJ UNCH    1 1
 ME1002
 ME1002.Superseded values are not recommended for survey control.
 ME1002
 ME1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1002.See file dsdata.pdf to determine how the superseded data were derived.
 ME1002
 ME1002_MARKER: DB = BENCH MARK DISK
 ME1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1002_SP_SET: BUILDING
 ME1002_STAMPING: X 336 1968
 ME1002_MARK LOGO: CGS
 ME1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1002
 ME1002  HISTORY     - Date     Condition        Report By
 ME1002  HISTORY     - 1968     MONUMENTED       CGS
 ME1002  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME1002
 ME1002                          STATION DESCRIPTION
 ME1002
 ME1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1002'1.3 MI SE FROM GARY.
 ME1002'AT GARY, ABOUT 1.3 MILES SOUTHEAST ALONG THE PENN CENTRAL
 ME1002'RAILROAD FROM THE STATION, 210 FEET NORTHEAST OF THE CENTER OF
 ME1002'THE CROSSING OF GRANT STREET AND THE WESTBOUND TRACK, IN SECTION
 ME1002'9, R 8 W, T 36 N, SET VERTICALLY IN THE WEST FACE OF THE
 ME1002'NORTHWEST CORNER OF A 6 FOOT OFFSET IN THE WEST WALL OF THE
 ME1002'ANDERSONS COMPANY BLDG, 135 FEET EAST OF THE EAST CURB OF GRANT
 ME1002'STREET, 1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE OFFSET, ABOUT
 ME1002'LEVEL WITH THE TRACK AND 2.5 FEET ABOVE THE LEVEL OF THE GROUND.
 ME1002
 ME1002                          STATION RECOVERY (1992)
 ME1002
 ME1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1002'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0678 ***********************************************************************
 KA0678  DESIGNATION -  X 34
 KA0678  PID         -  KA0678
 KA0678  STATE/COUNTY-  IN/MONTGOMERY
 KA0678  COUNTRY     -  US
 KA0678  USGS QUAD   -  LADOGA (2019)
 KA0678
 KA0678                         *CURRENT SURVEY CONTROL
 KA0678  ______________________________________________________________________
 KA0678* NAD 83(1986) POSITION- 39 59 55.     (N) 086 47 55.     (W)   SCALED
 KA0678* NAVD 88 ORTHO HEIGHT -   255.694 (meters)      838.89  (feet) ADJUSTED
 KA0678  ______________________________________________________________________
 KA0678  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 KA0678  DYNAMIC HEIGHT  -        255.555 (meters)      838.43  (feet) COMP
 KA0678  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 KA0678
 KA0678  VERT ORDER      -  SECOND    CLASS 0
 KA0678
 KA0678.The horizontal coordinates were scaled from a map and have
 KA0678.an estimated accuracy of +/- 6 seconds.
 KA0678
 KA0678.The orthometric height was determined by differential leveling and
 KA0678.adjusted by the NATIONAL GEODETIC SURVEY
 KA0678.in June 1991.
 KA0678
 KA0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0678.GEOID18 height accuracy estimate available here.
 KA0678
 KA0678.Click photographs - Photos may exist for this station.
 KA0678
 KA0678.The dynamic height is computed by dividing the NAVD 88
 KA0678.geopotential number by the normal gravity value computed on the
 KA0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0678.degrees latitude (g = 980.6199 gals.).
 KA0678
 KA0678.The modeled gravity was interpolated from observed gravity values.
 KA0678
 KA0678;                    North         East    Units  Estimated Accuracy
 KA0678;SPC IN W     -   527,400.      924,310.      MT  (+/- 180 meters Scaled)
 KA0678
 KA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171276(NAD 83)
 KA0678
 KA0678                          SUPERSEDED SURVEY CONTROL
 KA0678
 KA0678  NGVD 29 (??/??/92)  255.793  (m)          839.21   (f) ADJ UNCH    2 0
 KA0678
 KA0678.Superseded values are not recommended for survey control.
 KA0678
 KA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0678.See file dsdata.pdf to determine how the superseded data were derived.
 KA0678
 KA0678_MARKER: DB = BENCH MARK DISK
 KA0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0678_STAMPING: X 34 1934
 KA0678_MARK LOGO: CGS
 KA0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0678+STABILITY: SURFACE MOTION
 KA0678
 KA0678  HISTORY     - Date     Condition        Report By
 KA0678  HISTORY     - 1934     MONUMENTED       CGS
 KA0678  HISTORY     - 1946     GOOD             CGS
 KA0678
 KA0678                          STATION DESCRIPTION
 KA0678
 KA0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0678'AT LINNSBURG.
 KA0678'AT LINNSBURG, ON THE PEORIA AND EASTERN RAILWAY, 4-1/2 RAILS EAST
 KA0678'OF THE CROSSING THE MACE-LADOGA HIGHWAY, 52 FEET NORTHEAST OF THE
 KA0678'NORTHEAST CORNER OF A WHITE TWO-STORY HOUSE, 110 FEET EAST OF THE
 KA0678'CENTERLINE OF THE ROAD, 21.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KA0678'OF THE MAIN TRACK, 3.5 FEET NORTH OF POLE 37/38, 2 FEET SOUTHEAST
 KA0678'OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 KA0678'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2149 ***********************************************************************
 ME2149  DESIGNATION -  X 349
 ME2149  PID         -  ME2149
 ME2149  STATE/COUNTY-  IN/LA PORTE
 ME2149  COUNTRY     -  US
 ME2149  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2149
 ME2149                         *CURRENT SURVEY CONTROL
 ME2149  ______________________________________________________________________
 ME2149* NAD 83(1986) POSITION- 41 42 23.25   (N) 086 55 26.56   (W)   HD_HELD1
 ME2149* NAVD 88 ORTHO HEIGHT -   185.006 (meters)      606.97  (feet) ADJUSTED
 ME2149  ______________________________________________________________________
 ME2149  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 ME2149  DYNAMIC HEIGHT  -        184.939 (meters)      606.75  (feet) COMP
 ME2149  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 ME2149
 ME2149  VERT ORDER      -  FIRST     CLASS II
 ME2149
 ME2149.The horizontal coordinates were determined by differentially corrected
 ME2149.hand held GPS observations or other comparable positioning techniques
 ME2149.and have an estimated accuracy of +/- 3 meters.
 ME2149
 ME2149.The orthometric height was determined by differential leveling and
 ME2149.adjusted by the NATIONAL GEODETIC SURVEY
 ME2149.in June 1991.
 ME2149
 ME2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2149.GEOID18 height accuracy estimate available here.
 ME2149
 ME2149.Click photographs - Photos may exist for this station.
 ME2149
 ME2149.The dynamic height is computed by dividing the NAVD 88
 ME2149.geopotential number by the normal gravity value computed on the
 ME2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2149.degrees latitude (g = 980.6199 gals.).
 ME2149
 ME2149.The modeled gravity was interpolated from observed gravity values.
 ME2149
 ME2149;                    North         East    Units  Estimated Accuracy
 ME2149;SPC IN W     -   717,027.6     913,257.2     MT  (+/- 3 meters HH1 GPS) 
 ME2149
 ME2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0631917188(NAD 83)
 ME2149
 ME2149                          SUPERSEDED SURVEY CONTROL
 ME2149
 ME2149  NGVD 29 (01/19/93)  185.114  (m)          607.33   (f) ADJUSTED    1 2
 ME2149
 ME2149.Superseded values are not recommended for survey control.
 ME2149
 ME2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2149.See file dsdata.pdf to determine how the superseded data were derived.
 ME2149
 ME2149_MARKER: F = FLANGE-ENCASED ROD
 ME2149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2149_STAMPING: X 349 1985
 ME2149_MARK LOGO: NGS
 ME2149_PROJECTION: FLUSH
 ME2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2149+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2022
 ME2149_ROD/PIPE-DEPTH: 15.8 meters
 ME2149
 ME2149  HISTORY     - Date     Condition        Report By
 ME2149  HISTORY     - 1985     MONUMENTED       NGS
 ME2149  HISTORY     - 20220222 GOOD             IN-127
 ME2149
 ME2149                          STATION DESCRIPTION
 ME2149
 ME2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2149'2.3 KM (1.4 MI) SW FROM MICHIGAN CITY.
 ME2149'2.3 KM (1.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 12 FROM THE
 ME2149'COURTHOUSE IN MICHIGAN CITY, 17.0 M (55.8 FT) NORTH OF THE NEAR RAIL
 ME2149'OF THE SOUTH SHORE RAILROAD, 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE
 ME2149'OF THE HIGHWAY, AND 1.3 M (4.3 FT) WEST OF UTILITY POLE NUMBER 953
 ME2149'658.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME2149'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 ME2149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2149
 ME2149                          STATION RECOVERY (2022)
 ME2149
 ME2149'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME2149'TO REACH FROM THE COURTHOUSE IN MICHIGAN CITY IN LAPORTE COUNTY, GO
 ME2149'1.45 MI (2.33 KM) SOUTHWESTERLY ALONG US HIGHWAY 12 AND   THE STATION
 ME2149'IS ON THE LEFT 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ME2149'6.5 FT (2.0 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF HIGHWAY, 55.8 FT
 ME2149'(17.0 M) NORTH OF THE NEAR RAIL OF THE SOUTH SHORE RAILROAD, 3.1 FT
 ME2149'(0.9 M) WEST OF WOOD LIGHT POLE NUMBER 960-457.  NOTE: ACCESS TO DATUM
 ME2149'POINT IS THROUGH A 5 INCH (13 CM) LOGO CAP AT GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1668 ***********************************************************************
 KA1668  DESIGNATION -  X 350
 KA1668  PID         -  KA1668
 KA1668  STATE/COUNTY-  IN/PUTNAM
 KA1668  COUNTRY     -  US
 KA1668  USGS QUAD   -  EMINENCE (2019)
 KA1668
 KA1668                         *CURRENT SURVEY CONTROL
 KA1668  ______________________________________________________________________
 KA1668* NAD 83(1986) POSITION- 39 37 04.82   (N) 086 42 06.22   (W)   HD_HELD1
 KA1668* NAVD 88 ORTHO HEIGHT -   255.369 (meters)      837.82  (feet) ADJUSTED
 KA1668  ______________________________________________________________________
 KA1668  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KA1668  DYNAMIC HEIGHT  -        255.225 (meters)      837.35  (feet) COMP
 KA1668  MODELED GRAVITY -    980,055.1   (mgal)                       NAVD 88
 KA1668
 KA1668  VERT ORDER      -  FIRST     CLASS II
 KA1668
 KA1668.The horizontal coordinates were determined by differentially corrected
 KA1668.hand held GPS observations or other comparable positioning techniques
 KA1668.and have an estimated accuracy of +/- 3 meters.
 KA1668
 KA1668.The orthometric height was determined by differential leveling and
 KA1668.adjusted by the NATIONAL GEODETIC SURVEY
 KA1668.in June 1991.
 KA1668
 KA1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1668.GEOID18 height accuracy estimate available here.
 KA1668
 KA1668.Click photographs - Photos may exist for this station.
 KA1668
 KA1668.The dynamic height is computed by dividing the NAVD 88
 KA1668.geopotential number by the normal gravity value computed on the
 KA1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1668.degrees latitude (g = 980.6199 gals.).
 KA1668
 KA1668.The modeled gravity was interpolated from observed gravity values.
 KA1668
 KA1668;                    North         East    Units  Estimated Accuracy
 KA1668;SPC IN W     -   485,175.4     932,766.6     MT  (+/- 3 meters HH1 GPS) 
 KA1668
 KA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2560185403(NAD 83)
 KA1668
 KA1668                          SUPERSEDED SURVEY CONTROL
 KA1668
 KA1668.No superseded survey control is available for this station.
 KA1668
 KA1668_MARKER: I = METAL ROD
 KA1668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1668_STAMPING: X 350 1985
 KA1668_MARK LOGO: NGS
 KA1668_PROJECTION: FLUSH
 KA1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1668+STABILITY: POSITION/ELEVATION WELL
 KA1668_ROD/PIPE-DEPTH: 9.1 meters
 KA1668_SLEEVE-DEPTH  : 3.1 meters
 KA1668
 KA1668  HISTORY     - Date     Condition        Report By
 KA1668  HISTORY     - 1985     MONUMENTED       NGS
 KA1668
 KA1668                          STATION DESCRIPTION
 KA1668
 KA1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1668'19.5 KM (12.1 MI) WEST FROM BELLEVILLE.
 KA1668'19.5 KM (12.1 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1668'WITH STATE HIGHWAY 39 IN BELLEVILLE, 27.7 M (90.9 FT) SOUTHEAST OF THE
 KA1668'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 10.5 M (34.4
 KA1668'FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 6.9 M (22.6 FT) WEST OF THE
 KA1668'CENTER OF COUNTY ROAD 825 EAST, AND 1.7 M (5.6 FT) NORTH OF A UTILITY
 KA1668'POLE WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KA1668'5-INCH LOGO CAP.
 KA1668'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1668'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1580 ***********************************************************************
 JA1580  DESIGNATION -  X 351
 JA1580  PID         -  JA1580
 JA1580  STATE/COUNTY-  IN/PIKE
 JA1580  COUNTRY     -  US
 JA1580  USGS QUAD   -  PETERSBURG (2019)
 JA1580
 JA1580                         *CURRENT SURVEY CONTROL
 JA1580  ______________________________________________________________________
 JA1580* NAD 83(1986) POSITION- 38 28 48.     (N) 087 17 31.     (W)   SCALED
 JA1580* NAVD 88 ORTHO HEIGHT -   136.830 (meters)      448.92  (feet) ADJUSTED
 JA1580  ______________________________________________________________________
 JA1580  GEOID HEIGHT    -        -31.981 (meters)                     GEOID18
 JA1580  DYNAMIC HEIGHT  -        136.741 (meters)      448.62  (feet) COMP
 JA1580  MODELED GRAVITY -    979,977.3   (mgal)                       NAVD 88
 JA1580
 JA1580  VERT ORDER      -  FIRST     CLASS II
 JA1580
 JA1580.The horizontal coordinates were scaled from a map and have
 JA1580.an estimated accuracy of +/- 6 seconds.
 JA1580
 JA1580.The orthometric height was determined by differential leveling and
 JA1580.adjusted by the NATIONAL GEODETIC SURVEY
 JA1580.in June 1991.
 JA1580
 JA1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1580.GEOID18 height accuracy estimate available here.
 JA1580
 JA1580.Click photographs - Photos may exist for this station.
 JA1580
 JA1580.The dynamic height is computed by dividing the NAVD 88
 JA1580.geopotential number by the normal gravity value computed on the
 JA1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1580.degrees latitude (g = 980.6199 gals.).
 JA1580
 JA1580.The modeled gravity was interpolated from observed gravity values.
 JA1580
 JA1580;                    North         East    Units  Estimated Accuracy
 JA1580;SPC IN W     -   358,790.      881,800.      MT  (+/- 180 meters Scaled)
 JA1580
 JA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH745591(NAD 83)
 JA1580
 JA1580                          SUPERSEDED SURVEY CONTROL
 JA1580
 JA1580.No superseded survey control is available for this station.
 JA1580
 JA1580_MARKER: F = FLANGE-ENCASED ROD
 JA1580_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 JA1580_STAMPING: X 351 1986
 JA1580_MARK LOGO: NGS
 JA1580_PROJECTION: RECESSED
 JA1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1580+STABILITY: SURFACE MOTION
 JA1580_ROD/PIPE-DEPTH: 4.6 meters
 JA1580
 JA1580  HISTORY     - Date     Condition        Report By
 JA1580  HISTORY     - 1986     MONUMENTED       NGS
 JA1580  HISTORY     - 20130702 MARK NOT FOUND   INDOT
 JA1580
 JA1580                          STATION DESCRIPTION
 JA1580
 JA1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1580'16.3 KM (10.1 MI) NE FROM OAKLAND CITY.
 JA1580'16.3 KM (10.1 MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1580'JUNCTION WITH STATE HIGHWAY 357 IN OAKLAND CITY, 1.8 KM (1.1 MI)
 JA1580'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 61, 19.4 M (63.6 FT)
 JA1580'NORTH OF THE CENTER OF A PAVED DRIVEWAY, 18.3 M (60.0 FT) SOUTH OF THE
 JA1580'CENTER OF A PAVED ROAD, 15.4 M (50.5 FT) WEST OF THE HIGHWAY
 JA1580'CENTERLINE, 5.1 M (16.7 FT) EAST OF THE NORTHEAST CORNER OF A PUMPING
 JA1580'STATION, AND 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE WITH A STREET LAMP
 JA1580'AND 3 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JA1580'LOGO CAP.
 JA1580'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JA1580
 JA1580                          STATION RECOVERY (2013)
 JA1580
 JA1580'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BJR)
 JA1580'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1695 ***********************************************************************
 KA1695  DESIGNATION -  X 352
 KA1695  PID         -  KA1695
 KA1695  STATE/COUNTY-  IN/VIGO
 KA1695  COUNTRY     -  US
 KA1695  USGS QUAD   -  SEELYVILLE (2019)
 KA1695
 KA1695                         *CURRENT SURVEY CONTROL
 KA1695  ______________________________________________________________________
 KA1695* NAD 83(1986) POSITION- 39 25 49.     (N) 087 20 00.     (W)   SCALED
 KA1695* NAVD 88 ORTHO HEIGHT -   168.923 (meters)      554.21  (feet) ADJUSTED
 KA1695  ______________________________________________________________________
 KA1695  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 KA1695  DYNAMIC HEIGHT  -        168.826 (meters)      553.89  (feet) COMP
 KA1695  MODELED GRAVITY -    980,052.1   (mgal)                       NAVD 88
 KA1695
 KA1695  VERT ORDER      -  FIRST     CLASS II
 KA1695
 KA1695.The horizontal coordinates were scaled from a map and have
 KA1695.an estimated accuracy of +/- 6 seconds.
 KA1695
 KA1695.The orthometric height was determined by differential leveling and
 KA1695.adjusted by the NATIONAL GEODETIC SURVEY
 KA1695.in June 1991.
 KA1695
 KA1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1695.GEOID18 height accuracy estimate available here.
 KA1695
 KA1695.Click photographs - Photos may exist for this station.
 KA1695
 KA1695.The dynamic height is computed by dividing the NAVD 88
 KA1695.geopotential number by the normal gravity value computed on the
 KA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1695.degrees latitude (g = 980.6199 gals.).
 KA1695
 KA1695.The modeled gravity was interpolated from observed gravity values.
 KA1695
 KA1695;                    North         East    Units  Estimated Accuracy
 KA1695;SPC IN W     -   464,290.      878,480.      MT  (+/- 180 meters Scaled)
 KA1695
 KA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ713645(NAD 83)
 KA1695
 KA1695                          SUPERSEDED SURVEY CONTROL
 KA1695
 KA1695.No superseded survey control is available for this station.
 KA1695
 KA1695_MARKER: DV = VERTICAL CONTROL DISK
 KA1695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA1695_SP_SET: PIER
 KA1695_STAMPING: X 352 1985
 KA1695_MARK LOGO: NGS
 KA1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1695
 KA1695  HISTORY     - Date     Condition        Report By
 KA1695  HISTORY     - 1985     MONUMENTED       NGS
 KA1695
 KA1695                          STATION DESCRIPTION
 KA1695
 KA1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1695'6.0 KM (3.7 MI) SE FROM TERRE HAUTE.
 KA1695'4.0 KM (2.5 MI) EASTERLY ALONG HULMAN STREET FROM ITS JUNCTION WITH
 KA1695'25TH STREET IN SOUTHEAST TERRE HAUTE, THENCE 2.0 KM (1.25 MI)
 KA1695'SOUTHERLY ALONG STATE HIGHWAY 46 OR 5.5 KM (3.4 MI) NORTHERLY ALONG
 KA1695'STATE HIGHWAY 46 FROM ITS JUNCTION WITH STATE HIGHWAY 159 IN RILEY,
 KA1695'SET VERTICALLY IN THE WEST FACE OF THE FIRST PIER WEST OF THE EAST
 KA1695'ABUTMENT OF THE WEST BOUND INTERSTATE HIGHWAY 70 OVERPASS OF THE
 KA1695'HIGHWAY, AND 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 KA1695'LANES OF THE STATE HIGHWAY.
 KA1695'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1719 ***********************************************************************
 KA1719  DESIGNATION -  X 353
 KA1719  PID         -  KA1719
 KA1719  STATE/COUNTY-  IN/GREENE
 KA1719  COUNTRY     -  US
 KA1719  USGS QUAD   -  SWITZ CITY (2019)
 KA1719
 KA1719                         *CURRENT SURVEY CONTROL
 KA1719  ______________________________________________________________________
 KA1719* NAD 83(1986) POSITION- 39 05 01.     (N) 087 00 26.     (W)   SCALED
 KA1719* NAVD 88 ORTHO HEIGHT -   154.344 (meters)      506.38  (feet) ADJUSTED
 KA1719  ______________________________________________________________________
 KA1719  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KA1719  DYNAMIC HEIGHT  -        154.251 (meters)      506.07  (feet) COMP
 KA1719  MODELED GRAVITY -    980,023.6   (mgal)                       NAVD 88
 KA1719
 KA1719  VERT ORDER      -  FIRST     CLASS II
 KA1719
 KA1719.The horizontal coordinates were scaled from a map and have
 KA1719.an estimated accuracy of +/- 6 seconds.
 KA1719
 KA1719.The orthometric height was determined by differential leveling and
 KA1719.adjusted by the NATIONAL GEODETIC SURVEY
 KA1719.in June 1991.
 KA1719
 KA1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1719.GEOID18 height accuracy estimate available here.
 KA1719
 KA1719.Click photographs - Photos may exist for this station.
 KA1719
 KA1719.The dynamic height is computed by dividing the NAVD 88
 KA1719.geopotential number by the normal gravity value computed on the
 KA1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1719.degrees latitude (g = 980.6199 gals.).
 KA1719
 KA1719.The modeled gravity was interpolated from observed gravity values.
 KA1719
 KA1719;                    North         East    Units  Estimated Accuracy
 KA1719;SPC IN W     -   425,780.      906,590.      MT  (+/- 180 meters Scaled)
 KA1719
 KA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ993260(NAD 83)
 KA1719
 KA1719                          SUPERSEDED SURVEY CONTROL
 KA1719
 KA1719.No superseded survey control is available for this station.
 KA1719
 KA1719_MARKER: I = METAL ROD
 KA1719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1719_STAMPING: X 353 1985
 KA1719_MARK LOGO: NGS
 KA1719_PROJECTION: FLUSH
 KA1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1719_ROD/PIPE-DEPTH: 22.6 meters
 KA1719
 KA1719  HISTORY     - Date     Condition        Report By
 KA1719  HISTORY     - 1985     MONUMENTED       NGS
 KA1719
 KA1719                          STATION DESCRIPTION
 KA1719
 KA1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1719'4.7 KM (2.9 MI) SW FROM WORTHINGTON.
 KA1719'4.7 KM (2.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS JUNCTION
 KA1719'WITH STATE HIGHWAY 157 IN WORTHINGTON, 0.6 KM (0.35 MI) NORTHEAST OF
 KA1719'ITS INTERSECTION WITH STATE HIGHWAY 67, 57.6 M (189.0 FT) SOUTH OF THE
 KA1719'SOUTH CORNER OF A RAILROAD BRIDGE, 53.4 M (175.2 FT) SOUTHEAST OF THE
 KA1719'CENTERLINE OF THE HIGHWAY, 26.8 M (87.9 FT) SOUTHEAST OF THE NEAR RAIL
 KA1719'OF THE PENNSYLVANIA RAILROAD, AND 1.0 M (3.3 FT) NORTH OF A UTILITY
 KA1719'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1719'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KA1719'THE MARK IS 1.0 M BELOW THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1622 ***********************************************************************
 JA1622  DESIGNATION -  X 354
 JA1622  PID         -  JA1622
 JA1622  STATE/COUNTY-  IN/DAVIESS
 JA1622  COUNTRY     -  US
 JA1622  USGS QUAD   -  PLAINVILLE (2019)
 JA1622
 JA1622                         *CURRENT SURVEY CONTROL
 JA1622  ______________________________________________________________________
 JA1622* NAD 83(1986) POSITION- 38 48 18.     (N) 087 08 53.     (W)   SCALED
 JA1622* NAVD 88 ORTHO HEIGHT -   144.953 (meters)      475.57  (feet) ADJUSTED
 JA1622  ______________________________________________________________________
 JA1622  GEOID HEIGHT    -        -32.460 (meters)                     GEOID18
 JA1622  DYNAMIC HEIGHT  -        144.863 (meters)      475.27  (feet) COMP
 JA1622  MODELED GRAVITY -    980,004.3   (mgal)                       NAVD 88
 JA1622
 JA1622  VERT ORDER      -  FIRST     CLASS II
 JA1622
 JA1622.The horizontal coordinates were scaled from a map and have
 JA1622.an estimated accuracy of +/- 6 seconds.
 JA1622
 JA1622.The orthometric height was determined by differential leveling and
 JA1622.adjusted by the NATIONAL GEODETIC SURVEY
 JA1622.in June 1991.
 JA1622
 JA1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1622.GEOID18 height accuracy estimate available here.
 JA1622
 JA1622.Click photographs - Photos may exist for this station.
 JA1622
 JA1622.The dynamic height is computed by dividing the NAVD 88
 JA1622.geopotential number by the normal gravity value computed on the
 JA1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1622.degrees latitude (g = 980.6199 gals.).
 JA1622
 JA1622.The modeled gravity was interpolated from observed gravity values.
 JA1622
 JA1622;                    North         East    Units  Estimated Accuracy
 JA1622;SPC IN W     -   394,850.      894,380.      MT  (+/- 180 meters Scaled)
 JA1622
 JA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH871951(NAD 83)
 JA1622
 JA1622                          SUPERSEDED SURVEY CONTROL
 JA1622
 JA1622.No superseded survey control is available for this station.
 JA1622
 JA1622_MARKER: I = METAL ROD
 JA1622_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1622_STAMPING: X 354 1986
 JA1622_MARK LOGO: NGS
 JA1622_PROJECTION: RECESSED 2 CENTIMETERS
 JA1622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1622+STABILITY: POSITION/ELEVATION WELL
 JA1622_ROD/PIPE-DEPTH: 13.7 meters
 JA1622_SLEEVE-DEPTH  : 3.0 meters
 JA1622
 JA1622  HISTORY     - Date     Condition        Report By
 JA1622  HISTORY     - 1986     MONUMENTED       NGS
 JA1622
 JA1622                          STATION DESCRIPTION
 JA1622
 JA1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1622'IN PLAINVILLE.
 JA1622'IN PLAINVILLE, AT THE INTERSECTION OF 5TH AND WILLIAMS STREETS, 58.7 M
 JA1622'(192.6 FT) NORTH OF THE EXTENDED CENTER OF WILLIAMS STREET, 19.1 M
 JA1622'(62.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE STEELE TOWNSHIP
 JA1622'SCHOOL, AND 8.6 M (28.2 FT) EAST OF THE CENTER OF 5TH STREET.
 JA1622'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1622'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2854 ***********************************************************************
 JZ2854  DESIGNATION -  X 355
 JZ2854  PID         -  JZ2854
 JZ2854  STATE/COUNTY-  IN/SHELBY
 JZ2854  COUNTRY     -  US
 JZ2854  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2854
 JZ2854                         *CURRENT SURVEY CONTROL
 JZ2854  ______________________________________________________________________
 JZ2854* NAD 83(1986) POSITION- 39 36 30.     (N) 085 51 21.     (W)   SCALED
 JZ2854* NAVD 88 ORTHO HEIGHT -   241.536 (meters)      792.44  (feet) ADJUSTED
 JZ2854  ______________________________________________________________________
 JZ2854  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 JZ2854  DYNAMIC HEIGHT  -        241.398 (meters)      791.99  (feet) COMP
 JZ2854  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 JZ2854
 JZ2854  VERT ORDER      -  FIRST     CLASS II
 JZ2854
 JZ2854.The horizontal coordinates were scaled from a map and have
 JZ2854.an estimated accuracy of +/- 6 seconds.
 JZ2854
 JZ2854.The orthometric height was determined by differential leveling and
 JZ2854.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2854.in June 1991.
 JZ2854
 JZ2854.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2854.GEOID18 height accuracy estimate available here.
 JZ2854
 JZ2854.Click photographs - Photos may exist for this station.
 JZ2854
 JZ2854.The dynamic height is computed by dividing the NAVD 88
 JZ2854.geopotential number by the normal gravity value computed on the
 JZ2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2854.degrees latitude (g = 980.6199 gals.).
 JZ2854
 JZ2854.The modeled gravity was interpolated from observed gravity values.
 JZ2854
 JZ2854;                    North         East    Units  Estimated Accuracy
 JZ2854;SPC IN E     -   484,050.       83,760.      MT  (+/- 180 meters Scaled)
 JZ2854
 JZ2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ982849(NAD 83)
 JZ2854
 JZ2854                          SUPERSEDED SURVEY CONTROL
 JZ2854
 JZ2854.No superseded survey control is available for this station.
 JZ2854
 JZ2854_MARKER: DV = VERTICAL CONTROL DISK
 JZ2854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2854_SP_SET: PIER
 JZ2854_STAMPING: X 355 1986
 JZ2854_MARK LOGO: NGS
 JZ2854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2854
 JZ2854  HISTORY     - Date     Condition        Report By
 JZ2854  HISTORY     - 1986     MONUMENTED       NGS
 JZ2854
 JZ2854                          STATION DESCRIPTION
 JZ2854
 JZ2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2854'13.8 KM (8.6 MI) NW FROM SHELBYVILLE.
 JZ2854'13.8 KM (8.55 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2854'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, SET VERTICALLY IN THE
 JZ2854'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 3 COLUMNS OF THE CENTER
 JZ2854'PIER OF COUNTY ROAD 400 WEST OVERPASS OF THE HIGHWAY, 13.4 M (44.0 FT)
 JZ2854'NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 JZ2854'HIGHWAY, AND 12.3 M (40.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JZ2854'NORTHWEST BOUND LANES OF THE HIGHWAY.
 JZ2854'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1607 ***********************************************************************
 JA1607  DESIGNATION -  X 356
 JA1607  PID         -  JA1607
 JA1607  STATE/COUNTY-  IN/VANDERBURGH
 JA1607  COUNTRY     -  US
 JA1607  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA1607
 JA1607                         *CURRENT SURVEY CONTROL
 JA1607  ______________________________________________________________________
 JA1607* NAD 83(1986) POSITION- 38 00 15.     (N) 087 32 18.     (W)   SCALED
 JA1607* NAVD 88 ORTHO HEIGHT -   116.224 (meters)      381.31  (feet) ADJUSTED
 JA1607  ______________________________________________________________________
 JA1607  GEOID HEIGHT    -        -31.095 (meters)                     GEOID18
 JA1607  DYNAMIC HEIGHT  -        116.144 (meters)      381.05  (feet) COMP
 JA1607  MODELED GRAVITY -    979,941.0   (mgal)                       NAVD 88
 JA1607
 JA1607  VERT ORDER      -  FIRST     CLASS II
 JA1607
 JA1607.The horizontal coordinates were scaled from a map and have
 JA1607.an estimated accuracy of +/- 6 seconds.
 JA1607
 JA1607.The orthometric height was determined by differential leveling and
 JA1607.adjusted by the NATIONAL GEODETIC SURVEY
 JA1607.in June 1991.
 JA1607
 JA1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1607.GEOID18 height accuracy estimate available here.
 JA1607
 JA1607.Click photographs - Photos may exist for this station.
 JA1607
 JA1607.The dynamic height is computed by dividing the NAVD 88
 JA1607.geopotential number by the normal gravity value computed on the
 JA1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1607.degrees latitude (g = 980.6199 gals.).
 JA1607
 JA1607.The modeled gravity was interpolated from observed gravity values.
 JA1607
 JA1607;                    North         East    Units  Estimated Accuracy
 JA1607;SPC IN W     -   306,050.      860,040.      MT  (+/- 180 meters Scaled)
 JA1607
 JA1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH527064(NAD 83)
 JA1607
 JA1607                          SUPERSEDED SURVEY CONTROL
 JA1607
 JA1607.No superseded survey control is available for this station.
 JA1607
 JA1607_MARKER: DV = VERTICAL CONTROL DISK
 JA1607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1607_SP_SET: BRIDGE ABUTMENT
 JA1607_STAMPING: X 356 1986
 JA1607_MARK LOGO: NGS
 JA1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1607
 JA1607  HISTORY     - Date     Condition        Report By
 JA1607  HISTORY     - 1986     MONUMENTED       NGS
 JA1607  HISTORY     - 19950711 GOOD             USPSQD
 JA1607  HISTORY     - 19981107 GOOD             USPSQD
 JA1607
 JA1607                          STATION DESCRIPTION
 JA1607
 JA1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1607'3.2 KM (2.0 MI) NORTH FROM EVANSVILLE.
 JA1607'3.2 KM (2.0 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM ITS SOUTH
 JA1607'JUNCTION WITH STATE HIGHWAY 66 IN EVANSVILLE, IN TOP OF AND 0.2 M (0.7
 JA1607'FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 JA1607'BRIDGE SPANNING PIGEON CREEK, AND 5.8 M (19.0 FT) WEST OF THE NORTH
 JA1607'BOUND HIGHWAY CENTERLINE.
 JA1607'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 JA1607
 JA1607                          STATION RECOVERY (1995)
 JA1607
 JA1607'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA1607'RECOVERED IN GOOD CONDITION.
 JA1607
 JA1607                          STATION RECOVERY (1998)
 JA1607
 JA1607'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA1607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2831 ***********************************************************************
 JZ2831  DESIGNATION -  X 357
 JZ2831  PID         -  JZ2831
 JZ2831  STATE/COUNTY-  IN/DECATUR
 JZ2831  COUNTRY     -  US
 JZ2831  USGS QUAD   -  FOREST HILL (2019)
 JZ2831
 JZ2831                         *CURRENT SURVEY CONTROL
 JZ2831  ______________________________________________________________________
 JZ2831* NAD 83(1986) POSITION- 39 22 26.     (N) 085 31 59.     (W)   SCALED
 JZ2831* NAVD 88 ORTHO HEIGHT -   279.397 (meters)      916.66  (feet) ADJUSTED
 JZ2831  ______________________________________________________________________
 JZ2831  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2831  DYNAMIC HEIGHT  -        279.224 (meters)      916.09  (feet) COMP
 JZ2831  MODELED GRAVITY -    980,000.4   (mgal)                       NAVD 88
 JZ2831
 JZ2831  VERT ORDER      -  FIRST     CLASS II
 JZ2831
 JZ2831.The horizontal coordinates were scaled from a map and have
 JZ2831.an estimated accuracy of +/- 6 seconds.
 JZ2831
 JZ2831.The orthometric height was determined by differential leveling and
 JZ2831.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2831.in June 1991.
 JZ2831
 JZ2831.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2831.GEOID18 height accuracy estimate available here.
 JZ2831
 JZ2831.Click photographs - Photos may exist for this station.
 JZ2831
 JZ2831.The dynamic height is computed by dividing the NAVD 88
 JZ2831.geopotential number by the normal gravity value computed on the
 JZ2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2831.degrees latitude (g = 980.6199 gals.).
 JZ2831
 JZ2831.The modeled gravity was interpolated from observed gravity values.
 JZ2831
 JZ2831;                    North         East    Units  Estimated Accuracy
 JZ2831;SPC IN E     -   458,010.      111,510.      MT  (+/- 180 meters Scaled)
 JZ2831
 JZ2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ263592(NAD 83)
 JZ2831
 JZ2831                          SUPERSEDED SURVEY CONTROL
 JZ2831
 JZ2831.No superseded survey control is available for this station.
 JZ2831
 JZ2831_MARKER: I = METAL ROD
 JZ2831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2831_STAMPING: X 357 1986
 JZ2831_MARK LOGO: NGS
 JZ2831_PROJECTION: FLUSH
 JZ2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2831_ROD/PIPE-DEPTH: 4.7 meters
 JZ2831
 JZ2831  HISTORY     - Date     Condition        Report By
 JZ2831  HISTORY     - 1986     MONUMENTED       NGS
 JZ2831
 JZ2831                          STATION DESCRIPTION
 JZ2831
 JZ2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2831'5.1 KM (3.15 MI) NW FROM GREENSBURG.
 JZ2831'5.1 KM (3.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2831'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, 17.4 M (57.1 FT)
 JZ2831'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 JZ2831'HIGHWAY, AND 3.1 M (10.2 FT) WEST-NORTHWEST OF THE SOUTHWEST LEG OF AN
 JZ2831'INFORMATION SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JZ2831'LOGO CAP.
 JZ2831'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2805 ***********************************************************************
 JZ2805  DESIGNATION -  X 358
 JZ2805  PID         -  JZ2805
 JZ2805  STATE/COUNTY-  IN/DEARBORN
 JZ2805  COUNTRY     -  US
 JZ2805  USGS QUAD   -  CEDAR GROVE (2019)
 JZ2805
 JZ2805                         *CURRENT SURVEY CONTROL
 JZ2805  ______________________________________________________________________
 JZ2805* NAD 83(1986) POSITION- 39 17 19.     (N) 084 59 23.     (W)   SCALED
 JZ2805* NAVD 88 ORTHO HEIGHT -   304.459 (meters)      998.88  (feet) ADJUSTED
 JZ2805  ______________________________________________________________________
 JZ2805  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JZ2805  DYNAMIC HEIGHT  -        304.269 (meters)      998.26  (feet) COMP
 JZ2805  MODELED GRAVITY -    979,996.8   (mgal)                       NAVD 88
 JZ2805
 JZ2805  VERT ORDER      -  FIRST     CLASS II
 JZ2805
 JZ2805.The horizontal coordinates were scaled from a map and have
 JZ2805.an estimated accuracy of +/- 6 seconds.
 JZ2805
 JZ2805.The orthometric height was determined by differential leveling and
 JZ2805.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2805.in June 1991.
 JZ2805
 JZ2805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2805.GEOID18 height accuracy estimate available here.
 JZ2805
 JZ2805.Click photographs - Photos may exist for this station.
 JZ2805
 JZ2805.The dynamic height is computed by dividing the NAVD 88
 JZ2805.geopotential number by the normal gravity value computed on the
 JZ2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2805.degrees latitude (g = 980.6199 gals.).
 JZ2805
 JZ2805.The modeled gravity was interpolated from observed gravity values.
 JZ2805
 JZ2805;                    North         East    Units  Estimated Accuracy
 JZ2805;SPC IN E     -   448,760.      158,400.      MT  (+/- 180 meters Scaled)
 JZ2805
 JZ2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ733507(NAD 83)
 JZ2805
 JZ2805                          SUPERSEDED SURVEY CONTROL
 JZ2805
 JZ2805.No superseded survey control is available for this station.
 JZ2805
 JZ2805_MARKER: I = METAL ROD
 JZ2805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2805_STAMPING: X 358 1986
 JZ2805_MARK LOGO: NGS
 JZ2805_PROJECTION: FLUSH
 JZ2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2805_ROD/PIPE-DEPTH: 4.6 meters
 JZ2805
 JZ2805  HISTORY     - Date     Condition        Report By
 JZ2805  HISTORY     - 1986     MONUMENTED       NGS
 JZ2805
 JZ2805                          STATION DESCRIPTION
 JZ2805
 JZ2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2805'20.6 KM (12.8 MI) EAST FROM BATESVILLE.
 JZ2805'20.6 KM (12.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2805'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, 58.9 M (193.2 FT) EAST
 JZ2805'OF THE EAST END OF A GUARD RAIL, AND 16.7 M (54.8 FT) NORTH OF THE
 JZ2805'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 JZ2805'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2805'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JZ2805'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1675 ***********************************************************************
 LA1675  DESIGNATION -  X 36
 LA1675  PID         -  LA1675
 LA1675  STATE/COUNTY-  IN/GRANT
 LA1675  COUNTRY     -  US
 LA1675  USGS QUAD   -  VAN BUREN (2019)
 LA1675
 LA1675                         *CURRENT SURVEY CONTROL
 LA1675  ______________________________________________________________________
 LA1675* NAD 83(1986) POSITION- 40 30 21.     (N) 085 37 14.     (W)   SCALED
 LA1675* NAVD 88 ORTHO HEIGHT -   253.515 (meters)      831.74  (feet) ADJUSTED
 LA1675  ______________________________________________________________________
 LA1675  GEOID HEIGHT    -        -34.276 (meters)                     GEOID18
 LA1675  DYNAMIC HEIGHT  -        253.385 (meters)      831.31  (feet) COMP
 LA1675  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 LA1675
 LA1675  VERT ORDER      -  SECOND    CLASS 0
 LA1675
 LA1675.The horizontal coordinates were scaled from a map and have
 LA1675.an estimated accuracy of +/- 6 seconds.
 LA1675
 LA1675.The orthometric height was determined by differential leveling and
 LA1675.adjusted by the NATIONAL GEODETIC SURVEY
 LA1675.in June 1991.
 LA1675
 LA1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1675.GEOID18 height accuracy estimate available here.
 LA1675
 LA1675.Click photographs - Photos may exist for this station.
 LA1675
 LA1675.The dynamic height is computed by dividing the NAVD 88
 LA1675.geopotential number by the normal gravity value computed on the
 LA1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1675.degrees latitude (g = 980.6199 gals.).
 LA1675
 LA1675.The modeled gravity was interpolated from observed gravity values.
 LA1675
 LA1675;                    North         East    Units  Estimated Accuracy
 LA1675;SPC IN E     -   583,680.      103,910.      MT  (+/- 180 meters Scaled)
 LA1675
 LA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK168848(NAD 83)
 LA1675
 LA1675                          SUPERSEDED SURVEY CONTROL
 LA1675
 LA1675  NGVD 29 (??/??/92)  253.64   (m)          832.2    (f) COMPUTED    2 0
 LA1675
 LA1675.Superseded values are not recommended for survey control.
 LA1675
 LA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1675.See file dsdata.pdf to determine how the superseded data were derived.
 LA1675
 LA1675_MARKER: DB = BENCH MARK DISK
 LA1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1675_SP_SET: BRIDGE
 LA1675_STAMPING: X 36 1934
 LA1675_MARK LOGO: CGS
 LA1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1675
 LA1675  HISTORY     - Date     Condition        Report By
 LA1675  HISTORY     - 1934     MONUMENTED       CGS
 LA1675
 LA1675                          STATION DESCRIPTION
 LA1675
 LA1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1675'1.3 MI W FROM GAS CITY.
 LA1675'STATION BY RAIL ALONG THE MARION TO HARTFORD CITY BRANCH OF
 LA1675'THE PENNSYLVANIA RAILROAD, IN SOUTHEAST CORNER OF CONCRETE BACKWALL
 LA1675'OF RAILROAD BRIDGE 153/41 OVER DIRT ROAD LEADING TO MAIN ENTRANCE
 LA1675'OF LARGE BRICK INSTITUTION, 8.1 FEET SOUTH OF SOUTH RAIL, 3 FEET
 LA1675'BELOW TOP OF RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1676 ***********************************************************************
 LA1676  DESIGNATION -  X 36 RESET
 LA1676  PID         -  LA1676
 LA1676  STATE/COUNTY-  IN/GRANT
 LA1676  COUNTRY     -  US
 LA1676  USGS QUAD   -  VAN BUREN (2019)
 LA1676
 LA1676                         *CURRENT SURVEY CONTROL
 LA1676  ______________________________________________________________________
 LA1676* NAD 83(1986) POSITION- 40 30 21.     (N) 085 37 14.     (W)   SCALED
 LA1676* NAVD 88 ORTHO HEIGHT -   253.68  (meters)      832.3   (feet) RESET
 LA1676  ______________________________________________________________________
 LA1676  GEOID HEIGHT    -        -34.276 (meters)                     GEOID18
 LA1676  VERT ORDER      -  THIRD
 LA1676
 LA1676.The horizontal coordinates were scaled from a map and have
 LA1676.an estimated accuracy of +/- 6 seconds.
 LA1676
 LA1676.The orthometric height was computed from unverified reset data.
 LA1676
 LA1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1676.GEOID18 height accuracy estimate available here.
 LA1676
 LA1676.Click photographs - Photos may exist for this station.
 LA1676
 LA1676;                    North         East    Units  Estimated Accuracy
 LA1676;SPC IN E     -   583,680.      103,910.      MT  (+/- 180 meters Scaled)
 LA1676
 LA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK168848(NAD 83)
 LA1676
 LA1676                          SUPERSEDED SURVEY CONTROL
 LA1676
 LA1676  NGVD 29 (??/??/??)  253.80   (m)          832.7    (f) RESET       3  
 LA1676
 LA1676.Superseded values are not recommended for survey control.
 LA1676
 LA1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1676.See file dsdata.pdf to determine how the superseded data were derived.
 LA1676
 LA1676_MARKER: DB = BENCH MARK DISK
 LA1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1676_SP_SET: BRIDGE
 LA1676_STAMPING: X 36 RESET 1957
 LA1676_MARK LOGO: CGS
 LA1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1676
 LA1676  HISTORY     - Date     Condition        Report By
 LA1676  HISTORY     - 1957     MONUMENTED       PRR
 LA1676  HISTORY     - 1958     GOOD             CGS
 LA1676  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1676  HISTORY     - 1977     GOOD             DOD
 LA1676
 LA1676                          STATION DESCRIPTION
 LA1676
 LA1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LA1676'1.3 MI W FROM GAS CITY.
 LA1676'1.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LA1676'AT GAS CITY, AT BRIDGE 153.41 OVER A DIRT ROAD LEADING TO THE
 LA1676'MAIN ENTRANCE OF A LARGE BRICK INSTITUTION, IN THE SOUTHEAST
 LA1676'CORNER OF THE CONCRETE BACK WALL, 8.1 FEET SOUTH OF THE SOUTH
 LA1676'RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 LA1676'NOTE-- RESET IN SAME LOCATION AS THE ORIGINAL MARK.  OLD STONE
 LA1676'BRIDGE SEAT REPLACED BY CONCRETE.  TRACK AND BRIDGE SEAT
 LA1676'RAISED.
 LA1676
 LA1676                          STATION RECOVERY (1960)
 LA1676
 LA1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA1676'MARK NOT FOUND.
 LA1676
 LA1676                          STATION RECOVERY (1977)
 LA1676
 LA1676'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LA1676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1745 ***********************************************************************
 KA1745  DESIGNATION -  X 360
 KA1745  PID         -  KA1745
 KA1745  STATE/COUNTY-  IN/VERMILLION
 KA1745  COUNTRY     -  US
 KA1745  USGS QUAD   -  DANA (2019)
 KA1745
 KA1745                         *CURRENT SURVEY CONTROL
 KA1745  ______________________________________________________________________
 KA1745* NAD 83(1986) POSITION- 39 46 46.     (N) 087 24 24.     (W)   SCALED
 KA1745* NAVD 88 ORTHO HEIGHT -   175.568 (meters)      576.01  (feet) ADJUSTED
 KA1745  ______________________________________________________________________
 KA1745  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 KA1745  DYNAMIC HEIGHT  -        175.471 (meters)      575.69  (feet) COMP
 KA1745  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA1745
 KA1745  VERT ORDER      -  FIRST     CLASS II
 KA1745
 KA1745.The horizontal coordinates were scaled from a map and have
 KA1745.an estimated accuracy of +/- 6 seconds.
 KA1745
 KA1745.The orthometric height was determined by differential leveling and
 KA1745.adjusted by the NATIONAL GEODETIC SURVEY
 KA1745.in June 1991.
 KA1745
 KA1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1745.GEOID18 height accuracy estimate available here.
 KA1745
 KA1745.Click photographs - Photos may exist for this station.
 KA1745
 KA1745.The dynamic height is computed by dividing the NAVD 88
 KA1745.geopotential number by the normal gravity value computed on the
 KA1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1745.degrees latitude (g = 980.6199 gals.).
 KA1745
 KA1745.The modeled gravity was interpolated from observed gravity values.
 KA1745
 KA1745;                    North         East    Units  Estimated Accuracy
 KA1745;SPC IN W     -   503,080.      872,300.      MT  (+/- 180 meters Scaled)
 KA1745
 KA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK651033(NAD 83)
 KA1745
 KA1745                          SUPERSEDED SURVEY CONTROL
 KA1745
 KA1745.No superseded survey control is available for this station.
 KA1745
 KA1745_MARKER: I = METAL ROD
 KA1745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1745_STAMPING: X 360 1986
 KA1745_MARK LOGO: NGS
 KA1745_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1745_ROD/PIPE-DEPTH: 4.4 meters
 KA1745
 KA1745  HISTORY     - Date     Condition        Report By
 KA1745  HISTORY     - 1986     MONUMENTED       NGS
 KA1745
 KA1745                          STATION DESCRIPTION
 KA1745
 KA1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1745'14.5 KM (9.0 MI) NORTH FROM CLINTON.
 KA1745'14.5 KM (9.0 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 KA1745'WITH STATE HIGHWAY 163 IN CLINTON, 54.2 M (177.8 FT) EAST OF THE
 KA1745'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 39.9 M (130.9 FT)
 KA1745'NORTH OF THE CENTER OF A GRAVELED ROAD, 34.3 M (112.5 FT)
 KA1745'NORTH-NORTHEAST OF UTILITY POLE NUMBER 891 2198, 8.9 M (29.2 FT) NORTH
 KA1745'OF A FENCE CORNER, AND 6.2 M (20.3 FT) SOUTH OF A GALVANIZED FENCE
 KA1745'BRACE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1745'CAP.
 KA1745'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 KA1745'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2106 ***********************************************************************
 LB2106  DESIGNATION -  X 361
 LB2106  PID         -  LB2106
 LB2106  STATE/COUNTY-  IN/VERMILLION
 LB2106  COUNTRY     -  US
 LB2106  USGS QUAD   -  PERRYSVILLE (2019)
 LB2106
 LB2106                         *CURRENT SURVEY CONTROL
 LB2106  ______________________________________________________________________
 LB2106* NAD 83(1986) POSITION- 40 05 48.     (N) 087 27 06.     (W)   SCALED
 LB2106* NAVD 88 ORTHO HEIGHT -   191.668 (meters)      628.83  (feet) ADJUSTED
 LB2106  ______________________________________________________________________
 LB2106  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 LB2106  DYNAMIC HEIGHT  -        191.570 (meters)      628.51  (feet) COMP
 LB2106  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 LB2106
 LB2106  VERT ORDER      -  FIRST     CLASS II
 LB2106
 LB2106.The horizontal coordinates were scaled from a map and have
 LB2106.an estimated accuracy of +/- 6 seconds.
 LB2106
 LB2106.The orthometric height was determined by differential leveling and
 LB2106.adjusted by the NATIONAL GEODETIC SURVEY
 LB2106.in June 1991.
 LB2106
 LB2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2106.GEOID18 height accuracy estimate available here.
 LB2106
 LB2106.Click photographs - Photos may exist for this station.
 LB2106
 LB2106.The dynamic height is computed by dividing the NAVD 88
 LB2106.geopotential number by the normal gravity value computed on the
 LB2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2106.degrees latitude (g = 980.6199 gals.).
 LB2106
 LB2106.The modeled gravity was interpolated from observed gravity values.
 LB2106
 LB2106;                    North         East    Units  Estimated Accuracy
 LB2106;SPC IN W     -   538,320.      868,590.      MT  (+/- 180 meters Scaled)
 LB2106
 LB2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK615385(NAD 83)
 LB2106
 LB2106                          SUPERSEDED SURVEY CONTROL
 LB2106
 LB2106.No superseded survey control is available for this station.
 LB2106
 LB2106_MARKER: I = METAL ROD
 LB2106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2106_STAMPING: X 361 1986
 LB2106_MARK LOGO: NGS
 LB2106_PROJECTION: FLUSH
 LB2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2106_ROD/PIPE-DEPTH: 7.0 meters
 LB2106
 LB2106  HISTORY     - Date     Condition        Report By
 LB2106  HISTORY     - 1986     MONUMENTED       NGS
 LB2106
 LB2106                          STATION DESCRIPTION
 LB2106
 LB2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2106'16.2 KM (10.05 MI) NORTH FROM CAYUGA.
 LB2106'16.2 KM (10.05 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2106'WITH STATE HIGHWAY 234 IN CAYUGA, 30.5 M (100.1 FT) EAST OF THE
 LB2106'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 27.5 M (90.2 FT)
 LB2106'WEST-SOUTHWEST OF A UTILITY POLE, 21.5 M (70.5 FT) NORTHEAST OF THE
 LB2106'EAST END OF A 3-FT METAL CULVERT, 19.6 M (64.3 FT) SOUTH OF THE CENTER
 LB2106'OF A PAVED ROAD, AND 2.9 M (9.5 FT) SOUTH OF A FENCE CORNER.
 LB2106'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2106'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 LB2106'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3388 ***********************************************************************
 ME3388  DESIGNATION -  X 367
 ME3388  PID         -  ME3388
 ME3388  STATE/COUNTY-  IN/STARKE
 ME3388  COUNTRY     -  US
 ME3388  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME3388
 ME3388                         *CURRENT SURVEY CONTROL
 ME3388  ______________________________________________________________________
 ME3388* NAD 83(1986) POSITION- 41 23 46.     (N) 086 40 26.     (W)   SCALED
 ME3388* NAVD 88 ORTHO HEIGHT -   206.138 (meters)      676.30  (feet) ADJUSTED
 ME3388  ______________________________________________________________________
 ME3388  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 ME3388  DYNAMIC HEIGHT  -        206.055 (meters)      676.03  (feet) COMP
 ME3388  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 ME3388
 ME3388  VERT ORDER      -  FIRST     CLASS II
 ME3388
 ME3388.The horizontal coordinates were scaled from a map and have
 ME3388.an estimated accuracy of +/- 6 seconds.
 ME3388
 ME3388.The orthometric height was determined by differential leveling and
 ME3388.adjusted by the NATIONAL GEODETIC SURVEY
 ME3388.in April 1995.
 ME3388
 ME3388.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3388.GEOID18 height accuracy estimate available here.
 ME3388
 ME3388.Click photographs - Photos may exist for this station.
 ME3388
 ME3388.The dynamic height is computed by dividing the NAVD 88
 ME3388.geopotential number by the normal gravity value computed on the
 ME3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3388.degrees latitude (g = 980.6199 gals.).
 ME3388
 ME3388.The modeled gravity was interpolated from observed gravity values.
 ME3388
 ME3388;                    North         East    Units  Estimated Accuracy
 ME3388;SPC IN W     -   682,630.      934,240.      MT  (+/- 180 meters Scaled)
 ME3388
 ME3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL272827(NAD 83)
 ME3388
 ME3388                          SUPERSEDED SURVEY CONTROL
 ME3388
 ME3388  NGVD 29 (01/19/93)  206.241  (m)          676.64   (f) ADJUSTED    1 2
 ME3388
 ME3388.Superseded values are not recommended for survey control.
 ME3388
 ME3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3388.See file dsdata.pdf to determine how the superseded data were derived.
 ME3388
 ME3388_MARKER: I = METAL ROD
 ME3388_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3388_STAMPING: X 367 1992
 ME3388_MARK LOGO: NGS
 ME3388_PROJECTION: FLUSH
 ME3388_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3388+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3388_ROD/PIPE-DEPTH: 18.3 meters
 ME3388_SLEEVE-DEPTH  : 0.9 meters
 ME3388
 ME3388  HISTORY     - Date     Condition        Report By
 ME3388  HISTORY     - 1992     MONUMENTED       NGS
 ME3388
 ME3388                          STATION DESCRIPTION
 ME3388
 ME3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3388'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME3388'HAMLET, THENCE 7.9 KM (4.90 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME3388'19.2 M (63.0 FT) NORTH OF THE NEAR RAIL, 17.0 M (55.8 FT) WEST OF THE
 ME3388'EXTENDED CENTER OF COUNTY ROAD 125 EAST, 15.1 M (49.5 FT) SOUTH OF
 ME3388'THE CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 30, 0.7 M
 ME3388'(2.3 FT) EAST OF A WITNESS POST, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 ME3388'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ME3388'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 ME3388'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1092 ***********************************************************************
 LA1092  DESIGNATION -  X 37
 LA1092  PID         -  LA1092
 LA1092  STATE/COUNTY-  IN/JAY
 LA1092  COUNTRY     -  US
 LA1092  USGS QUAD   -  BLAINE (2019)
 LA1092
 LA1092                         *CURRENT SURVEY CONTROL
 LA1092  ______________________________________________________________________
 LA1092* NAD 83(1986) POSITION- 40 26 19.     (N) 085 01 10.     (W)   SCALED
 LA1092* NAVD 88 ORTHO HEIGHT -   275.703 (meters)      904.54  (feet) ADJUSTED
 LA1092  ______________________________________________________________________
 LA1092  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 LA1092  DYNAMIC HEIGHT  -        275.565 (meters)      904.08  (feet) COMP
 LA1092  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LA1092
 LA1092  VERT ORDER      -  SECOND    CLASS 0
 LA1092
 LA1092.The horizontal coordinates were scaled from a map and have
 LA1092.an estimated accuracy of +/- 6 seconds.
 LA1092
 LA1092.The orthometric height was determined by differential leveling and
 LA1092.adjusted by the NATIONAL GEODETIC SURVEY
 LA1092.in June 1991.
 LA1092
 LA1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1092.GEOID18 height accuracy estimate available here.
 LA1092
 LA1092.Click photographs - Photos may exist for this station.
 LA1092
 LA1092.The dynamic height is computed by dividing the NAVD 88
 LA1092.geopotential number by the normal gravity value computed on the
 LA1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1092.degrees latitude (g = 980.6199 gals.).
 LA1092
 LA1092.The modeled gravity was interpolated from observed gravity values.
 LA1092
 LA1092;                    North         East    Units  Estimated Accuracy
 LA1092;SPC IN E     -   576,420.      154,910.      MT  (+/- 180 meters Scaled)
 LA1092
 LA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK679783(NAD 83)
 LA1092
 LA1092                          SUPERSEDED SURVEY CONTROL
 LA1092
 LA1092  NGVD 29 (??/??/92)  275.852  (m)          905.02   (f) ADJ UNCH    2 0
 LA1092
 LA1092.Superseded values are not recommended for survey control.
 LA1092
 LA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1092.See file dsdata.pdf to determine how the superseded data were derived.
 LA1092
 LA1092_MARKER: DB = BENCH MARK DISK
 LA1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1092_STAMPING: X 37 1934
 LA1092_MARK LOGO: CGS
 LA1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1092+STABILITY: SURFACE MOTION
 LA1092
 LA1092  HISTORY     - Date     Condition        Report By
 LA1092  HISTORY     - 1934     MONUMENTED       CGS
 LA1092  HISTORY     - 1947     GOOD             CGS
 LA1092
 LA1092                          STATION DESCRIPTION
 LA1092
 LA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1092'2.8 MI W FROM PORTLAND.
 LA1092'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 26 FROM THE POST
 LA1092'OFFICE AT PORTLAND, ABOUT 100 YARDS WEST OF THE JUNCTION OF
 LA1092'STATE HIGHWAY 67, IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH
 LA1092'GRAVEL CROSS ROAD, AT THE NORTHWEST CORNER OF THE YARD AT A
 LA1092'SMALL WHITE HOUSE, 25 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 26,
 LA1092'24 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 85.5 FEET
 LA1092'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 14 FEET SOUTHEAST
 LA1092'OF A CORNER FENCE POST, ABOUT 1 1/2 FEET BELOW HIGHWAY LEVEL
 LA1092'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7529 ***********************************************************************
 DR7529  DESIGNATION -  X 375
 DR7529  PID         -  DR7529
 DR7529  STATE/COUNTY-  IN/LAGRANGE
 DR7529  COUNTRY     -  US
 DR7529  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7529
 DR7529                         *CURRENT SURVEY CONTROL
 DR7529  ______________________________________________________________________
 DR7529* NAD 83(1986) POSITION- 41 38 26.35   (N) 085 32 27.87   (W)   HD_HELD1
 DR7529* NAVD 88 ORTHO HEIGHT -   277.687 (meters)      911.04  (feet) ADJUSTED
 DR7529  ______________________________________________________________________
 DR7529  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 DR7529  DYNAMIC HEIGHT  -        277.580 (meters)      910.69  (feet) COMP
 DR7529  MODELED GRAVITY -    980,230.0   (mgal)                       NAVD 88
 DR7529
 DR7529  VERT ORDER      -  SECOND    CLASS I
 DR7529
 DR7529.The horizontal coordinates were determined by differentially corrected
 DR7529.hand held GPS observations or other comparable positioning techniques
 DR7529.and have an estimated accuracy of +/- 3 meters.
 DR7529
 DR7529.The orthometric height was determined by differential leveling and
 DR7529.adjusted by the NATIONAL GEODETIC SURVEY
 DR7529.in March 2022.
 DR7529
 DR7529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7529.GEOID18 height accuracy estimate available here.
 DR7529
 DR7529.Click photographs - Photos may exist for this station.
 DR7529
 DR7529.The dynamic height is computed by dividing the NAVD 88
 DR7529.geopotential number by the normal gravity value computed on the
 DR7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7529.degrees latitude (g = 980.6199 gals.).
 DR7529
 DR7529.The modeled gravity was interpolated from observed gravity values.
 DR7529
 DR7529;                    North         East    Units  Estimated Accuracy
 DR7529;SPC IN E     -   709,714.4     110,463.4     MT  (+/- 3 meters HH1 GPS) 
 DR7529
 DR7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2150310907(NAD 83)
 DR7529
 DR7529                          SUPERSEDED SURVEY CONTROL
 DR7529
 DR7529.No superseded survey control is available for this station.
 DR7529
 DR7529_MARKER: F = FLANGE-ENCASED ROD
 DR7529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7529_STAMPING: X 375 2018
 DR7529_MARK LOGO: NONE
 DR7529_PROJECTION: RECESSED 8 CENTIMETERS
 DR7529_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7529+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DR7529_ROD/PIPE-DEPTH: 13.4 meters
 DR7529_SLEEVE-DEPTH  : 0.9 meters
 DR7529
 DR7529  HISTORY     - Date     Condition        Report By
 DR7529  HISTORY     - 20180619 MONUMENTED       INDOT
 DR7529
 DR7529                          STATION DESCRIPTION
 DR7529
 DR7529'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7529'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF TOPEKA, 6.4 MI
 DR7529'(10.3 KM) WEST OF LAGRANGE AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DR7529'SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7529'
 DR7529'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7529'TRAVEL EAST AND SOUTHEAST 2.31 MI (3.72 KM) ALONG U.S. HIGHWAY 20 TO
 DR7529'THE MONUMENT ON THE LEFT(NORTH) SIDE OF THE ROAD, LOCATED IN THE
 DR7529'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7529'ROAD 600 WEST.
 DR7529'
 DR7529'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 83 FT (25.3 M)
 DR7529'NORTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 52 FT (15.8
 DR7529'M) EAST OF THE COUNTY ROAD 600 WEST CENTERLINE.  IT IS LOCATED 25.74
 DR7529'FT (7.8 M) NORTHEAST OF THE SOUTHEAST CORNER OF A STOP SIGN POST,
 DR7529'93.18 FT (28.4 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A STOP
 DR7529'SIGN POST, 105.12 FT (32.0 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER
 DR7529'OF THE NORTHERN MOST CONCRETE R.W. MARKER AND 89.88 FT (27.4 M)
 DR7529'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHERN MOST CANOPY
 DR7529'POST.
 DR7529'
 DR7529'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7529'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7553 ***********************************************************************
 DR7553  DESIGNATION -  X 376
 DR7553  PID         -  DR7553
 DR7553  STATE/COUNTY-  IN/STEUBEN
 DR7553  COUNTRY     -  US
 DR7553  USGS QUAD   -  ORLAND (2019)
 DR7553
 DR7553                         *CURRENT SURVEY CONTROL
 DR7553  ______________________________________________________________________
 DR7553* NAD 83(1986) POSITION- 41 38 04.28   (N) 085 08 41.00   (W)   HD_HELD1
 DR7553* NAVD 88 ORTHO HEIGHT -   314.317 (meters)     1031.22  (feet) ADJUSTED
 DR7553  ______________________________________________________________________
 DR7553  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 DR7553  DYNAMIC HEIGHT  -        314.197 (meters)     1030.83  (feet) COMP
 DR7553  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 DR7553
 DR7553  VERT ORDER      -  SECOND    CLASS I
 DR7553
 DR7553.The horizontal coordinates were determined by differentially corrected
 DR7553.hand held GPS observations or other comparable positioning techniques
 DR7553.and have an estimated accuracy of +/- 3 meters.
 DR7553
 DR7553.The orthometric height was determined by differential leveling and
 DR7553.adjusted by the NATIONAL GEODETIC SURVEY
 DR7553.in March 2022.
 DR7553
 DR7553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7553.GEOID18 height accuracy estimate available here.
 DR7553
 DR7553.Click photographs - Photos may exist for this station.
 DR7553
 DR7553.The dynamic height is computed by dividing the NAVD 88
 DR7553.geopotential number by the normal gravity value computed on the
 DR7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7553.degrees latitude (g = 980.6199 gals.).
 DR7553
 DR7553.The modeled gravity was interpolated from observed gravity values.
 DR7553
 DR7553;                    North         East    Units  Estimated Accuracy
 DR7553;SPC IN E     -   709,157.5     143,488.7     MT  (+/- 3 meters HH1 GPS) 
 DR7553
 DR7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5452810861(NAD 83)
 DR7553
 DR7553                          SUPERSEDED SURVEY CONTROL
 DR7553
 DR7553.No superseded survey control is available for this station.
 DR7553
 DR7553_MARKER: F = FLANGE-ENCASED ROD
 DR7553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7553_STAMPING: X 376 2018
 DR7553_MARK LOGO: NONE
 DR7553_PROJECTION: RECESSED 8 CENTIMETERS
 DR7553_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7553+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DR7553_ROD/PIPE-DEPTH: 11.7 meters
 DR7553_SLEEVE-DEPTH  : 0.9 meters
 DR7553
 DR7553  HISTORY     - Date     Condition        Report By
 DR7553  HISTORY     - 20180711 MONUMENTED       INDOT
 DR7553
 DR7553                          STATION DESCRIPTION
 DR7553
 DR7553'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7553'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF ANGOLA, 6.8 MI
 DR7553'(10.9 KM) SOUTH-SOUTHEAST OF ORLAND AND 4.6 MI (7.4 KM) NORTHEAST OF
 DR7553'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7553'
 DR7553'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7553'TRAVEL EAST, SOUTHEAST AND EAST 1.87 MI (3.01 KM) ALONG U.S. HIGHWAY
 DR7553'20 TO THE MONUMENT ON THE LEFT (NORTH) SIDE OF THE ROAD.
 DR7553'
 DR7553'THE STATION IS FLUSH WITH THE GROUND, 33.0 FT (10.1 M) NORTH OF THE
 DR7553'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20 AND APPROXIMATELY 1080 FT
 DR7553'(329.2 M) WEST OF THE COUNTY ROAD SOUTH 800 WEST CENTERLINE.  IT IS
 DR7553'LOCATED 234.10 FT (71.4 M) EAST OF A MAG NAIL SET IN POWER POLE (NO
 DR7553'NUMBER), 19.00 FT (5.8 M) SOUTH OF THE APPROXIMATE CULTIVATED FIELD
 DR7553'LINE AND 24.75 FT (7.5 M) SOUTHWEST OF A MAG NAIL SET IN POWER POLE
 DR7553'1075-164.
 DR7553'
 DR7553'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7553'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7578 ***********************************************************************
 DR7578  DESIGNATION -  X 377
 DR7578  PID         -  DR7578
 DR7578  STATE/COUNTY-  IN/NOBLE
 DR7578  COUNTRY     -  US
 DR7578  USGS QUAD   -  KENDALLVILLE (2019)
 DR7578
 DR7578                         *CURRENT SURVEY CONTROL
 DR7578  ______________________________________________________________________
 DR7578* NAD 83(1986) POSITION- 41 29 46.82   (N) 085 16 13.01   (W)   HD_HELD1
 DR7578* NAVD 88 ORTHO HEIGHT -   296.238 (meters)      971.91  (feet) ADJUSTED
 DR7578  ______________________________________________________________________
 DR7578  GEOID HEIGHT    -        -33.139 (meters)                     GEOID18
 DR7578  DYNAMIC HEIGHT  -        296.121 (meters)      971.52  (feet) COMP
 DR7578  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 DR7578
 DR7578  VERT ORDER      -  SECOND    CLASS I
 DR7578
 DR7578.The horizontal coordinates were determined by differentially corrected
 DR7578.hand held GPS observations or other comparable positioning techniques
 DR7578.and have an estimated accuracy of +/- 3 meters.
 DR7578
 DR7578.The orthometric height was determined by differential leveling and
 DR7578.adjusted by the NATIONAL GEODETIC SURVEY
 DR7578.in March 2022.
 DR7578
 DR7578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7578.GEOID18 height accuracy estimate available here.
 DR7578
 DR7578.Click photographs - Photos may exist for this station.
 DR7578
 DR7578.The dynamic height is computed by dividing the NAVD 88
 DR7578.geopotential number by the normal gravity value computed on the
 DR7578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7578.degrees latitude (g = 980.6199 gals.).
 DR7578
 DR7578.The modeled gravity was interpolated from observed gravity values.
 DR7578
 DR7578;                    North         East    Units  Estimated Accuracy
 DR7578;SPC IN E     -   693,755.0     133,097.5     MT  (+/- 3 meters HH1 GPS) 
 DR7578
 DR7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4437895301(NAD 83)
 DR7578
 DR7578                          SUPERSEDED SURVEY CONTROL
 DR7578
 DR7578.No superseded survey control is available for this station.
 DR7578
 DR7578_MARKER: F = FLANGE-ENCASED ROD
 DR7578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7578_STAMPING: X 377 2018
 DR7578_MARK LOGO: NONE
 DR7578_PROJECTION: RECESSED 8 CENTIMETERS
 DR7578_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7578+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2018
 DR7578_ROD/PIPE-DEPTH: 4.0 meters
 DR7578_SLEEVE-DEPTH  : 0.9 meters
 DR7578
 DR7578  HISTORY     - Date     Condition        Report By
 DR7578  HISTORY     - 20180727 MONUMENTED       INDOT
 DR7578
 DR7578                          STATION DESCRIPTION
 DR7578
 DR7578'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7578'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF STROH,
 DR7578'5.4 MI (8.7 KM) EAST-SOUTHEAST OF WOLCOTTVILLE AND 3.8 MI (6.1 KM)
 DR7578'NORTH OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7578'
 DR7578'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7578'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 3.04 MI (4.89 KM)
 DR7578'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7578'ROAD, LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF STATE
 DR7578'ROAD 3 AND COUNTY ROAD EAST 1000 NORTH.
 DR7578'
 DR7578'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 70 FT (21.3 M)
 DR7578'EAST-NORTHEAST OF THE STATE ROAD 3 CENTERLINE AND 40.3 FT (12.3 M)
 DR7578'NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 1000 NORTH.
 DR7578'IT IS LOCATED 115.04 FT (35.1 M) EAST OF THE SOUTHEAST CORNER OF A
 DR7578'CONCRETE R.W. MARKER IN THE NORTHWEST QUADRANT OF THE INTERSECTION,
 DR7578'49.75 FT (15.2 M) SOUTHWEST OF A MAG NAIL SET IN A WOODEN FENCE POST
 DR7578'AND 56.65 FT (17.3 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 DR7578'CONCRETE R.W. MARKER.
 DR7578'
 DR7578'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7578'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1044 ***********************************************************************
 LA1044  DESIGNATION -  X 39
 LA1044  PID         -  LA1044
 LA1044  STATE/COUNTY-  IN/JAY
 LA1044  COUNTRY     -  US
 LA1044  USGS QUAD   -  REDKEY (2019)
 LA1044
 LA1044                         *CURRENT SURVEY CONTROL
 LA1044  ______________________________________________________________________
 LA1044* NAD 83(1986) POSITION- 40 18 42.     (N) 085 08 55.     (W)   SCALED
 LA1044* NAVD 88 ORTHO HEIGHT -   298.539 (meters)      979.46  (feet) ADJUSTED
 LA1044  ______________________________________________________________________
 LA1044  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 LA1044  DYNAMIC HEIGHT  -        298.383 (meters)      978.94  (feet) COMP
 LA1044  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 LA1044
 LA1044  VERT ORDER      -  SECOND    CLASS 0
 LA1044
 LA1044.The horizontal coordinates were scaled from a map and have
 LA1044.an estimated accuracy of +/- 6 seconds.
 LA1044
 LA1044.The orthometric height was determined by differential leveling and
 LA1044.adjusted by the NATIONAL GEODETIC SURVEY
 LA1044.in June 1991.
 LA1044
 LA1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1044.GEOID18 height accuracy estimate available here.
 LA1044
 LA1044.Click photographs - Photos may exist for this station.
 LA1044
 LA1044.The dynamic height is computed by dividing the NAVD 88
 LA1044.geopotential number by the normal gravity value computed on the
 LA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1044.degrees latitude (g = 980.6199 gals.).
 LA1044
 LA1044.The modeled gravity was interpolated from observed gravity values.
 LA1044
 LA1044;                    North         East    Units  Estimated Accuracy
 LA1044;SPC IN E     -   562,250.      144,040.      MT  (+/- 180 meters Scaled)
 LA1044
 LA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK573639(NAD 83)
 LA1044
 LA1044                          SUPERSEDED SURVEY CONTROL
 LA1044
 LA1044  NGVD 29 (??/??/92)  298.680  (m)          979.92   (f) ADJ UNCH    2 0
 LA1044
 LA1044.Superseded values are not recommended for survey control.
 LA1044
 LA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1044.See file dsdata.pdf to determine how the superseded data were derived.
 LA1044
 LA1044_MARKER: DB = BENCH MARK DISK
 LA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1044_STAMPING: X 39 1934
 LA1044_MARK LOGO: CGS
 LA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1044+STABILITY: SURFACE MOTION
 LA1044
 LA1044  HISTORY     - Date     Condition        Report By
 LA1044  HISTORY     - 1934     MONUMENTED       CGS
 LA1044  HISTORY     - 1947     GOOD             CGS
 LA1044  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1044
 LA1044                          STATION DESCRIPTION
 LA1044
 LA1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1044'2.6 MI S FROM RED KEY.
 LA1044'2.65 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1044'RED KEY, 1.3 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 28,
 LA1044'ABOUT 0.3 MILE NORTH OF THE JAY-RANDOLPH COUNTY LINE, 77 YARDS
 LA1044'SOUTH OF A 30-INCH PIPE CULVERT, 25 YARDS NORTH OF A FENCE CORNER
 LA1044'IN THE EAST RIGHT-OF-WAY FENCE, 28 FEET EAST OF THE CENTER LINE
 LA1044'OF THE HIGHWAY, 2 FEET WEST OF THE FENCE LINE, ABOUT 1 FOOT ABOVE
 LA1044'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA1044'INCHES.  NOTE-- PROBABLY DESTROYED.  FENCE REMOVED AND AREA UNDER
 LA1044'CULTIVATION.
 LA1044
 LA1044                          STATION RECOVERY (1959)
 LA1044
 LA1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA1044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0998 ***********************************************************************
 LA0998  DESIGNATION -  X 40
 LA0998  PID         -  LA0998
 LA0998  STATE/COUNTY-  IN/RANDOLPH
 LA0998  COUNTRY     -  US
 LA0998  USGS QUAD   -  FARMLAND (2019)
 LA0998
 LA0998                         *CURRENT SURVEY CONTROL
 LA0998  ______________________________________________________________________
 LA0998* NAD 83(1986) POSITION- 40 11 20.     (N) 085 09 58.     (W)   SCALED
 LA0998* NAVD 88 ORTHO HEIGHT -   315.021 (meters)     1033.53  (feet) ADJUSTED
 LA0998  ______________________________________________________________________
 LA0998  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 LA0998  DYNAMIC HEIGHT  -        314.853 (meters)     1032.98  (feet) COMP
 LA0998  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 LA0998
 LA0998  VERT ORDER      -  SECOND    CLASS 0
 LA0998
 LA0998.The horizontal coordinates were scaled from a map and have
 LA0998.an estimated accuracy of +/- 6 seconds.
 LA0998
 LA0998.The orthometric height was determined by differential leveling and
 LA0998.adjusted by the NATIONAL GEODETIC SURVEY
 LA0998.in June 1991.
 LA0998
 LA0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0998.GEOID18 height accuracy estimate available here.
 LA0998
 LA0998.Click photographs - Photos may exist for this station.
 LA0998
 LA0998.The dynamic height is computed by dividing the NAVD 88
 LA0998.geopotential number by the normal gravity value computed on the
 LA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0998.degrees latitude (g = 980.6199 gals.).
 LA0998
 LA0998.The modeled gravity was interpolated from observed gravity values.
 LA0998
 LA0998;                    North         East    Units  Estimated Accuracy
 LA0998;SPC IN E     -   548,610.      142,630.      MT  (+/- 180 meters Scaled)
 LA0998
 LA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK561503(NAD 83)
 LA0998
 LA0998                          SUPERSEDED SURVEY CONTROL
 LA0998
 LA0998  NGVD 29 (??/??/92)  315.158  (m)         1033.98   (f) ADJ UNCH    2 0
 LA0998
 LA0998.Superseded values are not recommended for survey control.
 LA0998
 LA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0998.See file dsdata.pdf to determine how the superseded data were derived.
 LA0998
 LA0998_MARKER: DB = BENCH MARK DISK
 LA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0998_STAMPING: X 40 1934
 LA0998_MARK LOGO: CGS
 LA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0998+STABILITY: SURFACE MOTION
 LA0998
 LA0998  HISTORY     - Date     Condition        Report By
 LA0998  HISTORY     - 1934     MONUMENTED       CGS
 LA0998  HISTORY     - 1947     GOOD             CGS
 LA0998  HISTORY     - 1958     MARK NOT FOUND   CGS
 LA0998
 LA0998                          STATION DESCRIPTION
 LA0998
 LA0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0998'2 MI W FROM FARMLAND.
 LA0998'2.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0998'LOUIS RAILWAY FROM THE STAION AT FARMLAND, RANDOLPH COUNTY,
 LA0998'OPPOSITE POLE 217/52, AT A DIRT-ROAD CROSSING, 17.5 FEET EAST OF
 LA0998'THE CENTERLINE OF THE ROAD, 11.8 FEET SOUTH OF THE SOUTH RAIL,
 LA0998'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA0998'X 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA0998
 LA0998                          STATION RECOVERY (1958)
 LA0998
 LA0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LA0998'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2389 ***********************************************************************
 JZ2389  DESIGNATION -  X 43
 JZ2389  PID         -  JZ2389
 JZ2389  STATE/COUNTY-  IN/HENRY
 JZ2389  COUNTRY     -  US
 JZ2389  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2389
 JZ2389                         *CURRENT SURVEY CONTROL
 JZ2389  ______________________________________________________________________
 JZ2389* NAD 83(1986) POSITION- 39 47 42.     (N) 085 31 37.     (W)   SCALED
 JZ2389* NAVD 88 ORTHO HEIGHT -   284.826 (meters)      934.47  (feet) ADJUSTED
 JZ2389  ______________________________________________________________________
 JZ2389  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ2389  DYNAMIC HEIGHT  -        284.663 (meters)      933.93  (feet) COMP
 JZ2389  MODELED GRAVITY -    980,047.4   (mgal)                       NAVD 88
 JZ2389
 JZ2389  VERT ORDER      -  SECOND    CLASS 0
 JZ2389
 JZ2389.The horizontal coordinates were scaled from a map and have
 JZ2389.an estimated accuracy of +/- 6 seconds.
 JZ2389
 JZ2389.The orthometric height was determined by differential leveling and
 JZ2389.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2389.in June 1991.
 JZ2389
 JZ2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2389.GEOID18 height accuracy estimate available here.
 JZ2389
 JZ2389.Click photographs - Photos may exist for this station.
 JZ2389
 JZ2389.The dynamic height is computed by dividing the NAVD 88
 JZ2389.geopotential number by the normal gravity value computed on the
 JZ2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2389.degrees latitude (g = 980.6199 gals.).
 JZ2389
 JZ2389.The modeled gravity was interpolated from observed gravity values.
 JZ2389
 JZ2389;                    North         East    Units  Estimated Accuracy
 JZ2389;SPC IN E     -   504,770.      111,970.      MT  (+/- 180 meters Scaled)
 JZ2389
 JZ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK261060(NAD 83)
 JZ2389
 JZ2389                          SUPERSEDED SURVEY CONTROL
 JZ2389
 JZ2389  NGVD 29 (??/??/92)  284.953  (m)          934.88   (f) ADJ UNCH    2 0
 JZ2389
 JZ2389.Superseded values are not recommended for survey control.
 JZ2389
 JZ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2389.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2389
 JZ2389_MARKER: DB = BENCH MARK DISK
 JZ2389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2389_SP_SET: BUILDING
 JZ2389_STAMPING: X 43 1934
 JZ2389_MARK LOGO: CGS
 JZ2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2389
 JZ2389  HISTORY     - Date     Condition        Report By
 JZ2389  HISTORY     - 1934     MONUMENTED       CGS
 JZ2389  HISTORY     - 1947     GOOD             CGS
 JZ2389
 JZ2389                          STATION DESCRIPTION
 JZ2389
 JZ2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2389'AT KNIGHTSTOWN.
 JZ2389'AT KNIGHTSTOWN, HENRY COUNTY, AT THE INTERSECTION OF MAIN STREET
 JZ2389'AND JEFFERSON STREET, 48 FEET EAST OF THE EAST CURB OF JEFFERSON
 JZ2389'STREET, 13.7 FEET NORTH OF THE NORTH CURB OF MAIN STREET, AT
 JZ2389'THE SOUTHEAST CORNER OF THE CITIZENS NATIONAL BANK BUILDING, IN
 JZ2389'THE SOUTH WALL, AND 1.9 FEET ABOVE THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1146 ***********************************************************************
 JZ1146  DESIGNATION -  X 44
 JZ1146  PID         -  JZ1146
 JZ1146  STATE/COUNTY-  IN/WAYNE
 JZ1146  COUNTRY     -  US
 JZ1146  USGS QUAD   -  RICHMOND (2019)
 JZ1146
 JZ1146                         *CURRENT SURVEY CONTROL
 JZ1146  ______________________________________________________________________
 JZ1146* NAD 83(1986) POSITION- 39 52 25.     (N) 084 59 34.     (W)   SCALED
 JZ1146* NAVD 88 ORTHO HEIGHT -   311.718 (meters)     1022.69  (feet) ADJUSTED
 JZ1146  ______________________________________________________________________
 JZ1146  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JZ1146  DYNAMIC HEIGHT  -        311.540 (meters)     1022.11  (feet) COMP
 JZ1146  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 JZ1146
 JZ1146  VERT ORDER      -  SECOND    CLASS 0
 JZ1146
 JZ1146.The horizontal coordinates were scaled from a map and have
 JZ1146.an estimated accuracy of +/- 6 seconds.
 JZ1146
 JZ1146.The orthometric height was determined by differential leveling and
 JZ1146.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1146.in June 1991.
 JZ1146
 JZ1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1146.GEOID18 height accuracy estimate available here.
 JZ1146
 JZ1146.Click photographs - Photos may exist for this station.
 JZ1146
 JZ1146.The dynamic height is computed by dividing the NAVD 88
 JZ1146.geopotential number by the normal gravity value computed on the
 JZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1146.degrees latitude (g = 980.6199 gals.).
 JZ1146
 JZ1146.The modeled gravity was interpolated from observed gravity values.
 JZ1146
 JZ1146;                    North         East    Units  Estimated Accuracy
 JZ1146;SPC IN E     -   513,700.      157,650.      MT  (+/- 180 meters Scaled)
 JZ1146
 JZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK716156(NAD 83)
 JZ1146
 JZ1146                          SUPERSEDED SURVEY CONTROL
 JZ1146
 JZ1146  NGVD 29 (??/??/92)  311.861  (m)         1023.16   (f) ADJ UNCH    2 0
 JZ1146
 JZ1146.Superseded values are not recommended for survey control.
 JZ1146
 JZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1146.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1146
 JZ1146_MARKER: DB = BENCH MARK DISK
 JZ1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1146_SP_SET: BRIDGE
 JZ1146_STAMPING: X 44 1934
 JZ1146_MARK LOGO: CGS
 JZ1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1146
 JZ1146  HISTORY     - Date     Condition        Report By
 JZ1146  HISTORY     - 1934     MONUMENTED       CGS
 JZ1146  HISTORY     - 1947     GOOD             CGS
 JZ1146
 JZ1146                          STATION DESCRIPTION
 JZ1146
 JZ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1146'6.1 MI W FROM RICHMOND.
 JZ1146'6.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1146'STATION AT RICHMOND, 24 RAILS EAST OF THE CROSSING OF WILLIAMSBURG
 JZ1146'ROAD, AT THE SOUTHEAST CORNER OF BRIDGE 80/67 OVER A CREEK, IN
 JZ1146'THE TOP OF THE CONCRETE WING WALL, 14.4 FEET SOUTH OF THE SOUTH
 JZ1146'RAIL, AND 4.2 FEET LOWER THAN THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1223 ***********************************************************************
 JZ1223  DESIGNATION -  X 45
 JZ1223  PID         -  JZ1223
 JZ1223  STATE/COUNTY-  IN/WAYNE
 JZ1223  COUNTRY     -  US
 JZ1223  USGS QUAD   -  RICHMOND (2019)
 JZ1223
 JZ1223                         *CURRENT SURVEY CONTROL
 JZ1223  ______________________________________________________________________
 JZ1223* NAD 83(1986) POSITION- 39 47 05.     (N) 084 54 33.     (W)   SCALED
 JZ1223* NAVD 88 ORTHO HEIGHT -   268.692 (meters)      881.53  (feet) ADJUSTED
 JZ1223  ______________________________________________________________________
 JZ1223  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 JZ1223  DYNAMIC HEIGHT  -        268.536 (meters)      881.02  (feet) COMP
 JZ1223  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 JZ1223
 JZ1223  VERT ORDER      -  SECOND    CLASS 0
 JZ1223
 JZ1223.The horizontal coordinates were scaled from a map and have
 JZ1223.an estimated accuracy of +/- 6 seconds.
 JZ1223
 JZ1223.The orthometric height was determined by differential leveling and
 JZ1223.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1223.in June 1991.
 JZ1223
 JZ1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1223.GEOID18 height accuracy estimate available here.
 JZ1223
 JZ1223.Click photographs - Photos may exist for this station.
 JZ1223
 JZ1223.The dynamic height is computed by dividing the NAVD 88
 JZ1223.geopotential number by the normal gravity value computed on the
 JZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1223.degrees latitude (g = 980.6199 gals.).
 JZ1223
 JZ1223.The modeled gravity was interpolated from observed gravity values.
 JZ1223
 JZ1223;                    North         East    Units  Estimated Accuracy
 JZ1223;SPC IN E     -   503,890.      164,890.      MT  (+/- 180 meters Scaled)
 JZ1223
 JZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK790059(NAD 83)
 JZ1223
 JZ1223                          SUPERSEDED SURVEY CONTROL
 JZ1223
 JZ1223  NGVD 29 (??/??/92)  268.836  (m)          882.01   (f) ADJ UNCH    2 0
 JZ1223
 JZ1223.Superseded values are not recommended for survey control.
 JZ1223
 JZ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1223.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1223
 JZ1223_MARKER: DB = BENCH MARK DISK
 JZ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1223_STAMPING: X 45 1934
 JZ1223_MARK LOGO: CGS
 JZ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1223+STABILITY: SURFACE MOTION
 JZ1223
 JZ1223  HISTORY     - Date     Condition        Report By
 JZ1223  HISTORY     - 1934     MONUMENTED       CGS
 JZ1223  HISTORY     - 1947     GOOD             CGS
 JZ1223  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1223
 JZ1223                          STATION DESCRIPTION
 JZ1223
 JZ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1223'3.8 MI S FROM RICHMOND.
 JZ1223'3.8 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1223'RICHMOND, 125 YARDS SOUTH OF THE SOUTH END OF A 35-FOOT CONCRETE
 JZ1223'BRIDGE, 100 YARDS NORTH OF THE NORTH END OF A CUT, ONE-THIRD OF
 JZ1223'THE WAY UP A LONG STEEP GRADE, 30 FEET WEST OF THE WEST EDGE
 JZ1223'OF THE HIGHWAY, 8 FEET NORTHWEST OF A CONCRETE TELEPHONE POLE,
 JZ1223'2 FEET EAST OF A WIRE FENCE, 1 FOOT WEST OF A WHITE WOODEN
 JZ1223'WITNESS POST, 3.5 FEET BELOW HIGHWAY LEVEL, AND SET IN THE TOP
 JZ1223'OF A CONCRETE POST PROJECTING ABOUT 12 INCHES.
 JZ1223
 JZ1223                          STATION RECOVERY (1958)
 JZ1223
 JZ1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1680 ***********************************************************************
 JZ1680  DESIGNATION -  X 46
 JZ1680  PID         -  JZ1680
 JZ1680  STATE/COUNTY-  IN/RUSH
 JZ1680  COUNTRY     -  US
 JZ1680  USGS QUAD   -  NEW SALEM (2019)
 JZ1680
 JZ1680                         *CURRENT SURVEY CONTROL
 JZ1680  ______________________________________________________________________
 JZ1680* NAD 83(1986) POSITION- 39 37 27.38   (N) 085 20 17.58   (W)   HD_HELD1
 JZ1680* NAVD 88 ORTHO HEIGHT -   319.230 (meters)     1047.34  (feet) ADJUSTED
 JZ1680  ______________________________________________________________________
 JZ1680  GEOID HEIGHT    -        -34.021 (meters)                     GEOID18
 JZ1680  DYNAMIC HEIGHT  -        319.038 (meters)     1046.71  (feet) COMP
 JZ1680  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 JZ1680
 JZ1680  VERT ORDER      -  SECOND    CLASS 0
 JZ1680
 JZ1680.The horizontal coordinates were determined by differentially corrected
 JZ1680.hand held GPS observations or other comparable positioning techniques
 JZ1680.and have an estimated accuracy of +/- 3 meters.
 JZ1680
 JZ1680.The orthometric height was determined by differential leveling and
 JZ1680.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1680.in June 1991.
 JZ1680
 JZ1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1680.GEOID18 height accuracy estimate available here.
 JZ1680
 JZ1680.Click photographs - Photos may exist for this station.
 JZ1680
 JZ1680.The dynamic height is computed by dividing the NAVD 88
 JZ1680.geopotential number by the normal gravity value computed on the
 JZ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1680.degrees latitude (g = 980.6199 gals.).
 JZ1680
 JZ1680.The modeled gravity was interpolated from observed gravity values.
 JZ1680
 JZ1680;                    North         East    Units  Estimated Accuracy
 JZ1680;SPC IN E     -   485,853.1     128,199.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1680
 JZ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4262787375(NAD 83)
 JZ1680
 JZ1680                          SUPERSEDED SURVEY CONTROL
 JZ1680
 JZ1680  NGVD 29 (??/??/92)  319.360  (m)         1047.77   (f) ADJ UNCH    2 0
 JZ1680
 JZ1680.Superseded values are not recommended for survey control.
 JZ1680
 JZ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1680.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1680
 JZ1680_MARKER: DB = BENCH MARK DISK
 JZ1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1680_STAMPING: X 46 1934
 JZ1680_MARK LOGO: CGS
 JZ1680_PROJECTION: PROJECTING 10 CENTIMETERS
 JZ1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1680+STABILITY: SURFACE MOTION
 JZ1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1680+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2022
 JZ1680
 JZ1680  HISTORY     - Date     Condition        Report By
 JZ1680  HISTORY     - 1934     MONUMENTED       CGS
 JZ1680  HISTORY     - 1947     GOOD             CGS
 JZ1680  HISTORY     - 20221201 GOOD             INDOT
 JZ1680
 JZ1680                          STATION DESCRIPTION
 JZ1680
 JZ1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1680'2 MI W FROM GLENWOOD.
 JZ1680'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1680'THE STATION AT GLENWOOD, 63.5 FEET NORTH AND ACROSS THE TRACKS FROM
 JZ1680'MILEPOST C 79-S 240, IN THE NORTHWEST QUARTER OF A NORTH-SOUTH ROAD
 JZ1680'CROSSING, 36.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JZ1680'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A
 JZ1680'FENCE CORNER, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 JZ1680'FOOT BELOW TRACK LEVEL, AND SET IN THE TOP OF A CONCRETE POST
 JZ1680'PROJECTING ABOUT 4 INCHES.
 JZ1680
 JZ1680                          STATION RECOVERY (2022)
 JZ1680
 JZ1680'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1680'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0596 ***********************************************************************
 JZ0596  DESIGNATION -  X 47
 JZ0596  PID         -  JZ0596
 JZ0596  STATE/COUNTY-  IN/DEARBORN
 JZ0596  COUNTRY     -  US
 JZ0596  USGS QUAD   -  GUILFORD (2019)
 JZ0596
 JZ0596                         *CURRENT SURVEY CONTROL
 JZ0596  ______________________________________________________________________
 JZ0596* NAD 83(1986) POSITION- 39 14 26.     (N) 084 56 51.     (W)   SCALED
 JZ0596* NAVD 88 ORTHO HEIGHT -   284.652 (meters)      933.90  (feet) ADJUSTED
 JZ0596  ______________________________________________________________________
 JZ0596  GEOID HEIGHT    -        -33.978 (meters)                     GEOID18
 JZ0596  DYNAMIC HEIGHT  -        284.475 (meters)      933.32  (feet) COMP
 JZ0596  MODELED GRAVITY -    979,998.1   (mgal)                       NAVD 88
 JZ0596
 JZ0596  VERT ORDER      -  SECOND    CLASS 0
 JZ0596
 JZ0596.The horizontal coordinates were scaled from a map and have
 JZ0596.an estimated accuracy of +/- 6 seconds.
 JZ0596
 JZ0596.The orthometric height was determined by differential leveling and
 JZ0596.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0596.in June 1991.
 JZ0596
 JZ0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0596.GEOID18 height accuracy estimate available here.
 JZ0596
 JZ0596.Click photographs - Photos may exist for this station.
 JZ0596
 JZ0596.The dynamic height is computed by dividing the NAVD 88
 JZ0596.geopotential number by the normal gravity value computed on the
 JZ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0596.degrees latitude (g = 980.6199 gals.).
 JZ0596
 JZ0596.The modeled gravity was interpolated from observed gravity values.
 JZ0596
 JZ0596;                    North         East    Units  Estimated Accuracy
 JZ0596;SPC IN E     -   443,450.      162,090.      MT  (+/- 180 meters Scaled)
 JZ0596
 JZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ771454(NAD 83)
 JZ0596
 JZ0596                          SUPERSEDED SURVEY CONTROL
 JZ0596
 JZ0596  NGVD 29 (??/??/92)  284.844  (m)          934.53   (f) ADJ UNCH    2 0
 JZ0596
 JZ0596.Superseded values are not recommended for survey control.
 JZ0596
 JZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0596.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0596
 JZ0596_MARKER: DB = BENCH MARK DISK
 JZ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0596_STAMPING: X 47 1934
 JZ0596_MARK LOGO: CGS
 JZ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0596+STABILITY: SURFACE MOTION
 JZ0596
 JZ0596  HISTORY     - Date     Condition        Report By
 JZ0596  HISTORY     - 1934     MONUMENTED       CGS
 JZ0596  HISTORY     - 1936     GOOD             CGS
 JZ0596
 JZ0596                          STATION DESCRIPTION
 JZ0596
 JZ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0596'AT DOVER.
 JZ0596'AT DOVER, DEARBORN COUNTY, ON STATE HIGHWAY 1, 42 YARDS SOUTH
 JZ0596'OF A ROAD INTERSECTION, 30.3 FEET WEST OF THE CENTERLINE OF THE
 JZ0596'HIGHWAY, 2.4 FEET EAST OF A WIRE FENCE, AND LEVEL WITH THE
 JZ0596'HIGHWAY.  A STANDARD DISK, STAMPED X 47 1934 AND SET IN THE TOP
 JZ0596'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2186 ***********************************************************************
 JZ2186  DESIGNATION -  X 48
 JZ2186  PID         -  JZ2186
 JZ2186  STATE/COUNTY-  IN/DECATUR
 JZ2186  COUNTRY     -  US
 JZ2186  USGS QUAD   -  FOREST HILL (2019)
 JZ2186
 JZ2186                         *CURRENT SURVEY CONTROL
 JZ2186  ______________________________________________________________________
 JZ2186* NAD 83(1986) POSITION- 39 17 11.     (N) 085 33 35.     (W)   SCALED
 JZ2186* NAVD 88 ORTHO HEIGHT -   271.696 (meters)      891.39  (feet) ADJUSTED
 JZ2186  ______________________________________________________________________
 JZ2186  GEOID HEIGHT    -        -34.138 (meters)                     GEOID18
 JZ2186  DYNAMIC HEIGHT  -        271.526 (meters)      890.83  (feet) COMP
 JZ2186  MODELED GRAVITY -    979,994.6   (mgal)                       NAVD 88
 JZ2186
 JZ2186  VERT ORDER      -  SECOND    CLASS 0
 JZ2186
 JZ2186.The horizontal coordinates were scaled from a map and have
 JZ2186.an estimated accuracy of +/- 6 seconds.
 JZ2186
 JZ2186.The orthometric height was determined by differential leveling and
 JZ2186.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2186.in June 1991.
 JZ2186
 JZ2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2186.GEOID18 height accuracy estimate available here.
 JZ2186
 JZ2186.Click photographs - Photos may exist for this station.
 JZ2186
 JZ2186.The dynamic height is computed by dividing the NAVD 88
 JZ2186.geopotential number by the normal gravity value computed on the
 JZ2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2186.degrees latitude (g = 980.6199 gals.).
 JZ2186
 JZ2186.The modeled gravity was interpolated from observed gravity values.
 JZ2186
 JZ2186;                    North         East    Units  Estimated Accuracy
 JZ2186;SPC IN E     -   448,300.      109,230.      MT  (+/- 180 meters Scaled)
 JZ2186
 JZ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ242495(NAD 83)
 JZ2186
 JZ2186                          SUPERSEDED SURVEY CONTROL
 JZ2186
 JZ2186  NGVD 29 (??/??/92)  271.815  (m)          891.78   (f) ADJ UNCH    2 0
 JZ2186
 JZ2186.Superseded values are not recommended for survey control.
 JZ2186
 JZ2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2186.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2186
 JZ2186_MARKER: DB = BENCH MARK DISK
 JZ2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2186_STAMPING: X 48 1934
 JZ2186_MARK LOGO: CGS
 JZ2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2186+STABILITY: SURFACE MOTION
 JZ2186
 JZ2186  HISTORY     - Date     Condition        Report By
 JZ2186  HISTORY     - 1934     MONUMENTED       CGS
 JZ2186  HISTORY     - 1947     MARK NOT FOUND   CGS
 JZ2186
 JZ2186                          STATION DESCRIPTION
 JZ2186
 JZ2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2186'3.6 MI N FROM LETTS.
 JZ2186'3.6 MILES NORTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2186'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, DECATUR COUNTY,
 JZ2186'1.9 MILES NORTHEAST OF THE STATION SIGN AT HORACE, 19-1/4
 JZ2186'RAILS NORTHEAST OF MILEPOST ST. J. 229, 2 RAILS NORTHEAST OF THE
 JZ2186'CROSSING OF STATE HIGHWAY 3, 15.5 FEET NORTHWEST OF THE NORTHWEST
 JZ2186'RAIL, 12 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST
 JZ2186'OF THE FENCE LINE, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE
 JZ2186'RAIL.  A STANDARD DISK, STAMPED X 48 1934 AND SET IN THE TOP OF
 JZ2186'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1377 ***********************************************************************
 HZ1377  DESIGNATION -  X 49
 HZ1377  PID         -  HZ1377
 HZ1377  STATE/COUNTY-  IN/CLARK
 HZ1377  COUNTRY     -  US
 HZ1377  USGS QUAD   -  JEFFERSONVILLE (2019)
 HZ1377
 HZ1377                         *CURRENT SURVEY CONTROL
 HZ1377  ______________________________________________________________________
 HZ1377* NAD 83(1986) POSITION- 38 20 07.     (N) 085 44 56.     (W)   SCALED
 HZ1377* NAVD 88 ORTHO HEIGHT -   139.675 (meters)      458.25  (feet) ADJUSTED
 HZ1377  ______________________________________________________________________
 HZ1377  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 HZ1377  DYNAMIC HEIGHT  -        139.582 (meters)      457.95  (feet) COMP
 HZ1377  MODELED GRAVITY -    979,956.5   (mgal)                       NAVD 88
 HZ1377
 HZ1377  VERT ORDER      -  SECOND    CLASS 0
 HZ1377
 HZ1377.The horizontal coordinates were scaled from a map and have
 HZ1377.an estimated accuracy of +/- 6 seconds.
 HZ1377
 HZ1377.The orthometric height was determined by differential leveling and
 HZ1377.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1377.in June 1991.
 HZ1377
 HZ1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1377.GEOID18 height accuracy estimate available here.
 HZ1377
 HZ1377.Click photographs - Photos may exist for this station.
 HZ1377
 HZ1377.The dynamic height is computed by dividing the NAVD 88
 HZ1377.geopotential number by the normal gravity value computed on the
 HZ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1377.degrees latitude (g = 980.6199 gals.).
 HZ1377
 HZ1377.The modeled gravity was interpolated from observed gravity values.
 HZ1377
 HZ1377;                    North         East    Units  Estimated Accuracy
 HZ1377;SPC IN E     -   342,710.       92,810.      MT  (+/- 180 meters Scaled)
 HZ1377
 HZ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH093437(NAD 83)
 HZ1377
 HZ1377                          SUPERSEDED SURVEY CONTROL
 HZ1377
 HZ1377  NGVD 29 (??/??/92)  139.825  (m)          458.74   (f) ADJ UNCH    2 0
 HZ1377
 HZ1377.Superseded values are not recommended for survey control.
 HZ1377
 HZ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1377.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1377
 HZ1377_MARKER: DB = BENCH MARK DISK
 HZ1377_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HZ1377_SP_SET: BRIDGE HEADWALL
 HZ1377_STAMPING: X 49 1934
 HZ1377_MARK LOGO: CGS
 HZ1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1377
 HZ1377  HISTORY     - Date     Condition        Report By
 HZ1377  HISTORY     - 1934     MONUMENTED       CGS
 HZ1377  HISTORY     - 1949     GOOD             CGS
 HZ1377  HISTORY     - 19910328 MARK NOT FOUND   LOCENG
 HZ1377
 HZ1377                          STATION DESCRIPTION
 HZ1377
 HZ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HZ1377'3.6 MI N FROM JEFFERSONVILLE.
 HZ1377'ABUT 3.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HZ1377'STATION AT JEFFERSONVILLE, ABOUT 0.25 MILE NORTHWEST OF MILE POST
 HZ1377'104, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 HZ1377'OF BRIDGE 344 UNDER U.S. HIGHWAY 31E, 30 FEET NORTHEAST OF THE
 HZ1377'CENTER LINE OF U.S. HIGHWAY 31E, 23 FEET SOUTHWEST OF THE SOUTHWEST
 HZ1377'RAIL AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 HZ1377
 HZ1377                          STATION RECOVERY (1991)
 HZ1377
 HZ1377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 HZ1377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1025 ***********************************************************************
 MD1025  DESIGNATION -  X 5
 MD1025  PID         -  MD1025
 MD1025  STATE/COUNTY-  IN/WABASH
 MD1025  COUNTRY     -  US
 MD1025  USGS QUAD   -  NORTH MANCHESTER NORTH (2019)
 MD1025
 MD1025                         *CURRENT SURVEY CONTROL
 MD1025  ______________________________________________________________________
 MD1025* NAD 83(1986) POSITION- 41 02 34.     (N) 085 50 39.     (W)   SCALED
 MD1025* NAVD 88 ORTHO HEIGHT -   262.267 (meters)      860.45  (feet) ADJUSTED
 MD1025  ______________________________________________________________________
 MD1025  GEOID HEIGHT    -        -33.799 (meters)                     GEOID18
 MD1025  DYNAMIC HEIGHT  -        262.149 (meters)      860.07  (feet) COMP
 MD1025  MODELED GRAVITY -    980,169.1   (mgal)                       NAVD 88
 MD1025
 MD1025  VERT ORDER      -  FIRST     CLASS II
 MD1025
 MD1025.The horizontal coordinates were scaled from a map and have
 MD1025.an estimated accuracy of +/- 6 seconds.
 MD1025
 MD1025.The orthometric height was determined by differential leveling and
 MD1025.adjusted by the NATIONAL GEODETIC SURVEY
 MD1025.in June 1991.
 MD1025
 MD1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1025.GEOID18 height accuracy estimate available here.
 MD1025
 MD1025.Click photographs - Photos may exist for this station.
 MD1025
 MD1025.The dynamic height is computed by dividing the NAVD 88
 MD1025.geopotential number by the normal gravity value computed on the
 MD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1025.degrees latitude (g = 980.6199 gals.).
 MD1025
 MD1025.The modeled gravity was interpolated from observed gravity values.
 MD1025
 MD1025;                    North         East    Units  Estimated Accuracy
 MD1025;SPC IN E     -   643,320.       85,080.      MT  (+/- 180 meters Scaled)
 MD1025
 MD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL971441(NAD 83)
 MD1025
 MD1025                          SUPERSEDED SURVEY CONTROL
 MD1025
 MD1025  NGVD 29 (??/??/92)  262.393  (m)          860.87   (f) ADJ UNCH    1 2
 MD1025
 MD1025.Superseded values are not recommended for survey control.
 MD1025
 MD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1025.See file dsdata.pdf to determine how the superseded data were derived.
 MD1025
 MD1025_MARKER: DB = BENCH MARK DISK
 MD1025_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MD1025_STAMPING: ELEV 860.868 FT X 5
 MD1025_MARK LOGO: CGS
 MD1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1025
 MD1025  HISTORY     - Date     Condition        Report By
 MD1025  HISTORY     - 1916     MONUMENTED       CGS
 MD1025  HISTORY     - 1946     GOOD             CGS
 MD1025
 MD1025                          STATION DESCRIPTION
 MD1025
 MD1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1025'4.8 MI NW FROM NORTH MANCHESTER.
 MD1025'RECOVERED.  NEW DESCRIPTION AS FOLLOWS-- ABOUT 4.8 MILES NORTHWEST
 MD1025'ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT NORTH
 MD1025'MANCHESTER, ABOUT 6 RAILS SOUTHEAST OF THE CENTER OF THE CROSSING
 MD1025'OF THE WABASH-KOSCIUSKO COUNTY LINE ROAD, ABOUT 110 YARDS
 MD1025'NORTH OF A WHITE TWO-STORY FARM HOUSE, OPPOSITE A POINT ABOUT
 MD1025'MIDWAY BETWEEN POLES NUMBER 94/15 AND 94/16, 48 FEET SOUTHWEST OF
 MD1025'THE SOUTHWEST RAIL OF THE TRACK, 21 FEET SOUTHWEST OF THE CENTER
 MD1025'LINE OF A GRAVEL DRIVEWAY PARALLELING THE TRACK, 4 FEET NORTHEAST
 MD1025'OF THE SOUTHWEST RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF TELEPHONE
 MD1025'POLES AND ABOUT 3 FEET BELOW TRACK LEVEL.  A BRONZE DISK IN TOP
 MD1025'OF A STONE POST PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1552 ***********************************************************************
 KA1552  DESIGNATION -  X 50
 KA1552  PID         -  KA1552
 KA1552  STATE/COUNTY-  IN/VERMILLION
 KA1552  COUNTRY     -  US
 KA1552  USGS QUAD   -  NEWPORT (2019)
 KA1552
 KA1552                         *CURRENT SURVEY CONTROL
 KA1552  ______________________________________________________________________
 KA1552* NAD 83(1986) POSITION- 39 55 35.     (N) 087 26 39.     (W)   SCALED
 KA1552* NAVD 88 ORTHO HEIGHT -   161.390 (meters)      529.49  (feet) ADJUSTED
 KA1552  ______________________________________________________________________
 KA1552  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 KA1552  DYNAMIC HEIGHT  -        161.305 (meters)      529.21  (feet) COMP
 KA1552  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 KA1552
 KA1552  VERT ORDER      -  SECOND    CLASS 0
 KA1552
 KA1552.The horizontal coordinates were scaled from a map and have
 KA1552.an estimated accuracy of +/- 6 seconds.
 KA1552
 KA1552.The orthometric height was determined by differential leveling and
 KA1552.adjusted by the NATIONAL GEODETIC SURVEY
 KA1552.in June 1991.
 KA1552
 KA1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1552.GEOID18 height accuracy estimate available here.
 KA1552
 KA1552.Click photographs - Photos may exist for this station.
 KA1552
 KA1552.The dynamic height is computed by dividing the NAVD 88
 KA1552.geopotential number by the normal gravity value computed on the
 KA1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1552.degrees latitude (g = 980.6199 gals.).
 KA1552
 KA1552.The modeled gravity was interpolated from observed gravity values.
 KA1552
 KA1552;                    North         East    Units  Estimated Accuracy
 KA1552;SPC IN W     -   519,410.      869,160.      MT  (+/- 180 meters Scaled)
 KA1552
 KA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK620196(NAD 83)
 KA1552
 KA1552                          SUPERSEDED SURVEY CONTROL
 KA1552
 KA1552  NGVD 29 (??/??/92)  161.456  (m)          529.71   (f) ADJ UNCH    2 0
 KA1552
 KA1552.Superseded values are not recommended for survey control.
 KA1552
 KA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1552.See file dsdata.pdf to determine how the superseded data were derived.
 KA1552
 KA1552_MARKER: DB = BENCH MARK DISK
 KA1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1552_STAMPING: X 50 1934
 KA1552_MARK LOGO: CGS
 KA1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1552+STABILITY: SURFACE MOTION
 KA1552
 KA1552  HISTORY     - Date     Condition        Report By
 KA1552  HISTORY     - 1934     MONUMENTED       CGS
 KA1552  HISTORY     - 1938     GOOD             CGS
 KA1552  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1552
 KA1552                          STATION DESCRIPTION
 KA1552
 KA1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1552'1.8 MI S FROM CAYUGA.
 KA1552'1.8 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1552'FROM THE STATION AT CAYUGA, VERMILLION COUNTY, 4 RAILS NORTH OF
 KA1552'MILEPOST 143, ABOUT 300 YARDS NORTHWEST OF A LARGE BRICK ORPHANS
 KA1552'HOME, AT THE SOUTHEAST CORNER OF THE CROSSING OF STATE HIGHWAY
 KA1552'63, 10 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 7 YARDS
 KA1552'EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK.  A STANDARD DISK,
 KA1552'STAMPED X 50 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA1552'PROJECTING 6 INCHES ABOVE GROUND.
 KA1552
 KA1552                          STATION RECOVERY (1986)
 KA1552
 KA1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0424 ***********************************************************************
 KA0424  DESIGNATION -  X 51
 KA0424  PID         -  KA0424
 KA0424  STATE/COUNTY-  IN/OWEN
 KA0424  COUNTRY     -  US
 KA0424  USGS QUAD   -  QUINCY (2019)
 KA0424
 KA0424                         *CURRENT SURVEY CONTROL
 KA0424  ______________________________________________________________________
 KA0424* NAD 83(1986) POSITION- 39 24 47.     (N) 086 40 26.     (W)   SCALED
 KA0424* NAVD 88 ORTHO HEIGHT -   228.951 (meters)      751.15  (feet) ADJUSTED
 KA0424  ______________________________________________________________________
 KA0424  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 KA0424  DYNAMIC HEIGHT  -        228.820 (meters)      750.72  (feet) COMP
 KA0424  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA0424
 KA0424  VERT ORDER      -  SECOND    CLASS 0
 KA0424
 KA0424.The horizontal coordinates were scaled from a map and have
 KA0424.an estimated accuracy of +/- 6 seconds.
 KA0424
 KA0424.The orthometric height was determined by differential leveling and
 KA0424.adjusted by the NATIONAL GEODETIC SURVEY
 KA0424.in June 1991.
 KA0424
 KA0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0424.GEOID18 height accuracy estimate available here.
 KA0424
 KA0424.Click photographs - Photos may exist for this station.
 KA0424
 KA0424.The dynamic height is computed by dividing the NAVD 88
 KA0424.geopotential number by the normal gravity value computed on the
 KA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0424.degrees latitude (g = 980.6199 gals.).
 KA0424
 KA0424.The modeled gravity was interpolated from observed gravity values.
 KA0424
 KA0424;                    North         East    Units  Estimated Accuracy
 KA0424;SPC IN W     -   462,430.      935,260.      MT  (+/- 180 meters Scaled)
 KA0424
 KA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ280626(NAD 83)
 KA0424
 KA0424                          SUPERSEDED SURVEY CONTROL
 KA0424
 KA0424  NGVD 29 (??/??/92)  229.062  (m)          751.51   (f) ADJ UNCH    2 0
 KA0424
 KA0424.Superseded values are not recommended for survey control.
 KA0424
 KA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0424.See file dsdata.pdf to determine how the superseded data were derived.
 KA0424
 KA0424_MARKER: DB = BENCH MARK DISK
 KA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0424_STAMPING: X 51 1934
 KA0424_MARK LOGO: CGS
 KA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0424+STABILITY: SURFACE MOTION
 KA0424
 KA0424  HISTORY     - Date     Condition        Report By
 KA0424  HISTORY     - 1934     MONUMENTED       CGS
 KA0424  HISTORY     - 1946     GOOD             CGS
 KA0424
 KA0424                          STATION DESCRIPTION
 KA0424
 KA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0424'3.5 MI SE FROM QUINCY.
 KA0424'3.5 MILES SOUTHEAST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0424'RAILWAY FROM THE STATION AT QUINCY, OWEN COUNTY, 22 RAILS NORTH
 KA0424'OF MILEPOST 199, 6-1/2 RAILS NORTH OF CULVERT 198+8, IN THE
 KA0424'SOUTHEAST ANGLE OF A GRAVEL-ROAD CROSSING, 24 FEET SOUTH OF THE
 KA0424'CENTERLINE OF THE GRAVEL ROAD, 24 FEET EAST OF THE EAST RAIL,
 KA0424'AND 20 INCHES WEST OF THE FENCE LINE.  A STANDARD DISK, STAMPED
 KA0424'X 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 KA0424'INCHES ABOVE GROUND.  NOTE-- THE CHICAGO, INDIANAPOLIS AND
 KA0424'LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0136 ***********************************************************************
 JA0136  DESIGNATION -  X 52
 JA0136  PID         -  JA0136
 JA0136  STATE/COUNTY-  IN/LAWRENCE
 JA0136  COUNTRY     -  US
 JA0136  USGS QUAD   -  BEDFORD EAST (2019)
 JA0136
 JA0136                         *CURRENT SURVEY CONTROL
 JA0136  ______________________________________________________________________
 JA0136* NAD 83(1986) POSITION- 38 51 56.     (N) 086 29 03.     (W)   SCALED
 JA0136* NAVD 88 ORTHO HEIGHT -   210.803 (meters)      691.61  (feet) ADJUSTED
 JA0136  ______________________________________________________________________
 JA0136  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 JA0136  DYNAMIC HEIGHT  -        210.672 (meters)      691.18  (feet) COMP
 JA0136  MODELED GRAVITY -    980,001.1   (mgal)                       NAVD 88
 JA0136
 JA0136  VERT ORDER      -  FIRST     CLASS II
 JA0136
 JA0136.The horizontal coordinates were scaled from a map and have
 JA0136.an estimated accuracy of +/- 6 seconds.
 JA0136
 JA0136.The orthometric height was determined by differential leveling and
 JA0136.adjusted by the NATIONAL GEODETIC SURVEY
 JA0136.in June 1991.
 JA0136
 JA0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0136.GEOID18 height accuracy estimate available here.
 JA0136
 JA0136.Click photographs - Photos may exist for this station.
 JA0136
 JA0136.The dynamic height is computed by dividing the NAVD 88
 JA0136.geopotential number by the normal gravity value computed on the
 JA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0136.degrees latitude (g = 980.6199 gals.).
 JA0136
 JA0136.The modeled gravity was interpolated from observed gravity values.
 JA0136
 JA0136;                    North         East    Units  Estimated Accuracy
 JA0136;SPC IN W     -   401,740.      952,000.      MT  (+/- 180 meters Scaled)
 JA0136
 JA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ447019(NAD 83)
 JA0136
 JA0136                          SUPERSEDED SURVEY CONTROL
 JA0136
 JA0136  NGVD 29 (??/??/92)  210.917  (m)          691.98   (f) ADJ UNCH    1 2
 JA0136
 JA0136.Superseded values are not recommended for survey control.
 JA0136
 JA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0136.See file dsdata.pdf to determine how the superseded data were derived.
 JA0136
 JA0136_MARKER: DB = BENCH MARK DISK
 JA0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0136_SP_SET: BUILDING
 JA0136_STAMPING: X 52 1934
 JA0136_MARK LOGO: CGS
 JA0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0136
 JA0136  HISTORY     - Date     Condition        Report By
 JA0136  HISTORY     - 1934     MONUMENTED       CGS
 JA0136  HISTORY     - 1949     GOOD             CGS
 JA0136  HISTORY     - 1967     GOOD             CGS
 JA0136
 JA0136                          STATION DESCRIPTION
 JA0136
 JA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0136'AT BEDFORD.
 JA0136'AT BEDFORD, SET VERTICALLY IN THE WEST FACE OF THE WEST WALL OF
 JA0136'THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY STATION, 0.6
 JA0136'FOOT SOUTH OF THE SOUTH EDGE OF THE NORTHWEST ENTRANCE TO THE
 JA0136'WAITING ROOM AND 0.5 FOOT ABOVE THE LEVEL OF THE PLATFORM.
 JA0136
 JA0136                          STATION RECOVERY (1967)
 JA0136
 JA0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1178 ***********************************************************************
 KA1178  DESIGNATION -  X 53
 KA1178  PID         -  KA1178
 KA1178  STATE/COUNTY-  IN/GREENE
 KA1178  COUNTRY     -  US
 KA1178  USGS QUAD   -  SWITZ CITY (2019)
 KA1178
 KA1178                         *CURRENT SURVEY CONTROL
 KA1178  ______________________________________________________________________
 KA1178* NAD 83(1986) POSITION- 39 01 54.     (N) 087 03 12.     (W)   SCALED
 KA1178* NAVD 88 ORTHO HEIGHT -   159.374 (meters)      522.88  (feet) ADJUSTED
 KA1178  ______________________________________________________________________
 KA1178  GEOID HEIGHT    -        -32.663 (meters)                     GEOID18
 KA1178  DYNAMIC HEIGHT  -        159.278 (meters)      522.56  (feet) COMP
 KA1178  MODELED GRAVITY -    980,019.8   (mgal)                       NAVD 88
 KA1178
 KA1178  VERT ORDER      -  SECOND    CLASS 0
 KA1178
 KA1178.The horizontal coordinates were scaled from a map and have
 KA1178.an estimated accuracy of +/- 6 seconds.
 KA1178
 KA1178.The orthometric height was determined by differential leveling and
 KA1178.adjusted by the NATIONAL GEODETIC SURVEY
 KA1178.in June 1991.
 KA1178
 KA1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1178.GEOID18 height accuracy estimate available here.
 KA1178
 KA1178.Click photographs - Photos may exist for this station.
 KA1178
 KA1178.The dynamic height is computed by dividing the NAVD 88
 KA1178.geopotential number by the normal gravity value computed on the
 KA1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1178.degrees latitude (g = 980.6199 gals.).
 KA1178
 KA1178.The modeled gravity was interpolated from observed gravity values.
 KA1178
 KA1178;                    North         East    Units  Estimated Accuracy
 KA1178;SPC IN W     -   420,010.      902,600.      MT  (+/- 180 meters Scaled)
 KA1178
 KA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ953202(NAD 83)
 KA1178
 KA1178                          SUPERSEDED SURVEY CONTROL
 KA1178
 KA1178  NGVD 29 (??/??/92)  159.501  (m)          523.30   (f) ADJ UNCH    2 0
 KA1178
 KA1178.Superseded values are not recommended for survey control.
 KA1178
 KA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1178.See file dsdata.pdf to determine how the superseded data were derived.
 KA1178
 KA1178_MARKER: DB = BENCH MARK DISK
 KA1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1178_STAMPING: X 53 1934
 KA1178_MARK LOGO: CGS
 KA1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1178+STABILITY: SURFACE MOTION
 KA1178
 KA1178  HISTORY     - Date     Condition        Report By
 KA1178  HISTORY     - 1934     MONUMENTED       CGS
 KA1178  HISTORY     - 1944     GOOD             CGS
 KA1178  HISTORY     - 1982     GOOD             LOCSUR
 KA1178
 KA1178                          STATION DESCRIPTION
 KA1178
 KA1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA1178'AT SWITZ CITY.
 KA1178'AT SWITZ CITY, GREENE COUNTY, 14-1/2 RAILS EAST OF THE ILLINOIS
 KA1178'CENTRAL RAILROAD STATION AT THE CROSSING OF THE PENNSYLVANIA
 KA1178'RAILROAD, 48 YARDS WEST OF MILEPOST 89+3, 50 YARDS SOUTHWEST OF
 KA1178'A CHURCH, IN THE NORTHWEST ANGLE OF A GRAVEL-ROAD CROSSING, 14
 KA1178'YARDS NORTH OF THE CENTERLINE OF THE NORTH MAIN TRACK, 30 FEET
 KA1178'WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT ONE-HALF FOOT HIGHER
 KA1178'THAN THE ROAD.  A STANDARD DISK, STAMPED X 53 1934 AND SET IN
 KA1178'THE TOP OF A CONCRETE POST.
 KA1178
 KA1178                          STATION RECOVERY (1982)
 KA1178
 KA1178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KA1178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0530 ***********************************************************************
 JA0530  DESIGNATION -  X 56
 JA0530  PID         -  JA0530
 JA0530  STATE/COUNTY-  IN/CRAWFORD
 JA0530  COUNTRY     -  US
 JA0530  USGS QUAD   -  TASWELL (2019)
 JA0530
 JA0530                         *CURRENT SURVEY CONTROL
 JA0530  ______________________________________________________________________
 JA0530* NAD 83(1986) POSITION- 38 19 43.     (N) 086 34 47.     (W)   SCALED
 JA0530* NAVD 88 ORTHO HEIGHT -   227.988 (meters)      747.99  (feet) ADJUSTED
 JA0530  ______________________________________________________________________
 JA0530  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 JA0530  DYNAMIC HEIGHT  -        227.829 (meters)      747.47  (feet) COMP
 JA0530  MODELED GRAVITY -    979,929.4   (mgal)                       NAVD 88
 JA0530
 JA0530  VERT ORDER      -  FIRST     CLASS II
 JA0530
 JA0530.The horizontal coordinates were scaled from a map and have
 JA0530.an estimated accuracy of +/- 6 seconds.
 JA0530
 JA0530.The orthometric height was determined by differential leveling and
 JA0530.adjusted by the NATIONAL GEODETIC SURVEY
 JA0530.in June 1991.
 JA0530
 JA0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0530.GEOID18 height accuracy estimate available here.
 JA0530
 JA0530.Click photographs - Photos may exist for this station.
 JA0530
 JA0530.The dynamic height is computed by dividing the NAVD 88
 JA0530.geopotential number by the normal gravity value computed on the
 JA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0530.degrees latitude (g = 980.6199 gals.).
 JA0530
 JA0530.The modeled gravity was interpolated from observed gravity values.
 JA0530
 JA0530;                    North         East    Units  Estimated Accuracy
 JA0530;SPC IN W     -   342,090.      944,030.      MT  (+/- 180 meters Scaled)
 JA0530
 JA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH367423(NAD 83)
 JA0530
 JA0530                          SUPERSEDED SURVEY CONTROL
 JA0530
 JA0530  NGVD 29 (??/??/92)  228.095  (m)          748.34   (f) ADJ UNCH    1 2
 JA0530
 JA0530.Superseded values are not recommended for survey control.
 JA0530
 JA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0530.See file dsdata.pdf to determine how the superseded data were derived.
 JA0530
 JA0530_MARKER: DB = BENCH MARK DISK
 JA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0530_STAMPING: X 56 1934
 JA0530_MARK LOGO: CGS
 JA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0530+STABILITY: SURFACE MOTION
 JA0530
 JA0530  HISTORY     - Date     Condition        Report By
 JA0530  HISTORY     - 1934     MONUMENTED       CGS
 JA0530  HISTORY     - 1965     GOOD             CGS
 JA0530
 JA0530                          STATION DESCRIPTION
 JA0530
 JA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0530'1.6 MI SW FROM TASWELL.
 JA0530'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0530'OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD,
 JA0530'THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.1
 JA0530'MILE WEST ALONG A PRIVATE ROAD TO A BARN, THENCE ABOUT 0.1
 JA0530'MILE NORTH ACROSS A FIELD TO AN OLD RAILROAD GRADE WHICH IS ON
 JA0530'THE PROPERTY OF MR. J.L. LYTLE, IN SECTION 24, T 2 S, R 2 W,
 JA0530'ABOUT 0.2 MILE NORTHWEST OF THE CROSSING OF THE SOUTHERN RAILROAD
 JA0530'AND A PRIVATE DRIVEWAY, ABOUT 0.15 MILE NORTHWEST OF A HOUSE, 22
 JA0530'FEET NORTHWEST OF THE CENTER OF THE OLD RAILROAD GRADE, 5 FEET
 JA0530'SOUTHEAST OF A FENCE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 JA0530'ABOUT 1 FOOT BELOW THE LEVEL OF THE GRADE, SET IN THE TOP OF A
 JA0530'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0571 ***********************************************************************
 HA0571  DESIGNATION -  X 58
 HA0571  PID         -  HA0571
 HA0571  STATE/COUNTY-  IN/SPENCER
 HA0571  COUNTRY     -  US
 HA0571  USGS QUAD   -  ROCKPORT (2019)
 HA0571
 HA0571                         *CURRENT SURVEY CONTROL
 HA0571  ______________________________________________________________________
 HA0571* NAD 83(1986) POSITION- 37 55 23.5    (N) 087 02 52.4    (W)   HD_HELD2
 HA0571* NAVD 88 ORTHO HEIGHT -   119.220 (meters)      391.14  (feet) ADJUSTED
 HA0571  ______________________________________________________________________
 HA0571  GEOID HEIGHT    -        -31.225 (meters)                     GEOID18
 HA0571  DYNAMIC HEIGHT  -        119.140 (meters)      390.88  (feet) COMP
 HA0571  MODELED GRAVITY -    979,957.6   (mgal)                       NAVD 88
 HA0571
 HA0571  VERT ORDER      -  FIRST     CLASS II
 HA0571
 HA0571.The horizontal coordinates were established by autonomous hand held GPS
 HA0571.observations and have an estimated accuracy of +/- 10 meters.
 HA0571
 HA0571.The orthometric height was determined by differential leveling and
 HA0571.adjusted by the NATIONAL GEODETIC SURVEY
 HA0571.in June 1991.
 HA0571
 HA0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0571.GEOID18 height accuracy estimate available here.
 HA0571
 HA0571.Click photographs - Photos may exist for this station.
 HA0571
 HA0571.The dynamic height is computed by dividing the NAVD 88
 HA0571.geopotential number by the normal gravity value computed on the
 HA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0571.degrees latitude (g = 980.6199 gals.).
 HA0571
 HA0571.The modeled gravity was interpolated from observed gravity values.
 HA0571
 HA0571;                    North         East    Units  Estimated Accuracy
 HA0571;SPC IN W     -   296,970.      903,116.      MT  (+/- 10 meters HH2 GPS)
 HA0571
 HA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9579197294(NAD 83)
 HA0571
 HA0571                          SUPERSEDED SURVEY CONTROL
 HA0571
 HA0571  NGVD 29 (??/??/92)  119.322  (m)          391.48   (f) ADJ UNCH    1 2
 HA0571
 HA0571.Superseded values are not recommended for survey control.
 HA0571
 HA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0571.See file dsdata.pdf to determine how the superseded data were derived.
 HA0571
 HA0571_MARKER: DB = BENCH MARK DISK
 HA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0571_STAMPING: X 58 1934
 HA0571_MARK LOGO: CGS
 HA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0571+STABILITY: SURFACE MOTION
 HA0571
 HA0571  HISTORY     - Date     Condition        Report By
 HA0571  HISTORY     - 1934     MONUMENTED       CGS
 HA0571  HISTORY     - 1965     GOOD             CGS
 HA0571  HISTORY     - 20110213 GOOD             GEOCAC
 HA0571
 HA0571                          STATION DESCRIPTION
 HA0571
 HA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0571'2.8 MI N FROM ROCKPORT.
 HA0571'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0571'AT ROCKPORT, THENCE 2.45 MILES NORTH ALONG THE SOUTHERN RAILROAD,
 HA0571'IN SECTION 11, T 7 S, R 6 W, 85 FEET SOUTHEAST OF THE CENTER OF THE
 HA0571'CORSSING OF A GRAVELED ROAD, 43 FEET EAST OF THE EAST RAIL, 70 FEET
 HA0571'SOUTH OF THE CENTER LINE OF THE ROAD, 93 FEET EAST-SOUTHEAST AND
 HA0571'ACROSS THE TRACK FROM A POWER POLE BEARING A TRANSFORMER, 92 FEET
 HA0571'EAST-SOUTHEAST AND ACROSS THE TRACK FROM A 10-INCH OAK TREE, 3 FEET
 HA0571'WEST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, 4 FEET
 HA0571'ABOVE THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 HA0571'PROJECTING 4 INCHES.
 HA0571
 HA0571                          STATION RECOVERY (2011)
 HA0571
 HA0571'RECOVERY NOTE BY GEOCACHING 2011 (DSA)
 HA0571'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1379 ***********************************************************************
 HZ1379  DESIGNATION -  X 59
 HZ1379  PID         -  HZ1379
 HZ1379  STATE/COUNTY-  IN/CLARK
 HZ1379  COUNTRY     -  US
 HZ1379  USGS QUAD   -  SPEED (2019)
 HZ1379
 HZ1379                         *CURRENT SURVEY CONTROL
 HZ1379  ______________________________________________________________________
 HZ1379* NAD 83(1986) POSITION- 38 23 42.     (N) 085 45 01.     (W)   SCALED
 HZ1379* NAVD 88 ORTHO HEIGHT -   144.821 (meters)      475.13  (feet) ADJUSTED
 HZ1379  ______________________________________________________________________
 HZ1379  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 HZ1379  DYNAMIC HEIGHT  -        144.725 (meters)      474.82  (feet) COMP
 HZ1379  MODELED GRAVITY -    979,960.7   (mgal)                       NAVD 88
 HZ1379
 HZ1379  VERT ORDER      -  SECOND    CLASS 0
 HZ1379
 HZ1379.The horizontal coordinates were scaled from a map and have
 HZ1379.an estimated accuracy of +/- 6 seconds.
 HZ1379
 HZ1379.The orthometric height was determined by differential leveling and
 HZ1379.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1379.in June 1991.
 HZ1379
 HZ1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1379.GEOID18 height accuracy estimate available here.
 HZ1379
 HZ1379.Click photographs - Photos may exist for this station.
 HZ1379
 HZ1379.The dynamic height is computed by dividing the NAVD 88
 HZ1379.geopotential number by the normal gravity value computed on the
 HZ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1379.degrees latitude (g = 980.6199 gals.).
 HZ1379
 HZ1379.The modeled gravity was interpolated from observed gravity values.
 HZ1379
 HZ1379;                    North         East    Units  Estimated Accuracy
 HZ1379;SPC IN E     -   349,340.       92,700.      MT  (+/- 180 meters Scaled)
 HZ1379
 HZ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH091503(NAD 83)
 HZ1379
 HZ1379                          SUPERSEDED SURVEY CONTROL
 HZ1379
 HZ1379  NGVD 29 (??/??/92)  144.964  (m)          475.60   (f) ADJ UNCH    2 0
 HZ1379
 HZ1379.Superseded values are not recommended for survey control.
 HZ1379
 HZ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1379.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1379
 HZ1379_MARKER: DB = BENCH MARK DISK
 HZ1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1379_STAMPING: X 59 1934
 HZ1379_MARK LOGO: CGS
 HZ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1379+STABILITY: SURFACE MOTION
 HZ1379
 HZ1379  HISTORY     - Date     Condition        Report By
 HZ1379  HISTORY     - 1934     MONUMENTED       CGS
 HZ1379  HISTORY     - 1951     MARK NOT FOUND   USGS
 HZ1379
 HZ1379                          STATION DESCRIPTION
 HZ1379
 HZ1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1379'AT SELLERSBURG.
 HZ1379'AT SELLERSBURG, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD, 64 YARDS
 HZ1379'SOUTH OF THE SOUTH FACE OF THE STATION, AT A STREET CROSSING,
 HZ1379'57.3 FEET SOUTH OF THE CENTERLINE OF THE STREET, 17.8 FEET WEST OF
 HZ1379'THE WEST RAIL OF THE TRACK, 15.7 FEET EAST OF THE EAST RAIL OF AN
 HZ1379'INTERURBAN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 HZ1379'X 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HZ1379
 HZ1379                          STATION RECOVERY (1951)
 HZ1379
 HZ1379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 HZ1379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0052 ***********************************************************************
 KA0052  DESIGNATION -  X 61
 KA0052  PID         -  KA0052
 KA0052  STATE/COUNTY-  IN/MORGAN
 KA0052  COUNTRY     -  US
 KA0052  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0052
 KA0052                         *CURRENT SURVEY CONTROL
 KA0052  ______________________________________________________________________
 KA0052* NAD 83(1986) POSITION- 39 34 59.     (N) 086 19 14.     (W)   SCALED
 KA0052* NAVD 88 ORTHO HEIGHT -   240.296 (meters)      788.37  (feet) ADJUSTED
 KA0052  ______________________________________________________________________
 KA0052  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 KA0052  DYNAMIC HEIGHT  -        240.167 (meters)      787.95  (feet) COMP
 KA0052  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 KA0052
 KA0052  VERT ORDER      -  SECOND    CLASS 0
 KA0052
 KA0052.The horizontal coordinates were scaled from a map and have
 KA0052.an estimated accuracy of +/- 6 seconds.
 KA0052
 KA0052.The orthometric height was determined by differential leveling and
 KA0052.adjusted by the NATIONAL GEODETIC SURVEY
 KA0052.in June 1991.
 KA0052
 KA0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0052.GEOID18 height accuracy estimate available here.
 KA0052
 KA0052.Click photographs - Photos may exist for this station.
 KA0052
 KA0052.The dynamic height is computed by dividing the NAVD 88
 KA0052.geopotential number by the normal gravity value computed on the
 KA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0052.degrees latitude (g = 980.6199 gals.).
 KA0052
 KA0052.The modeled gravity was interpolated from observed gravity values.
 KA0052
 KA0052;                    North         East    Units  Estimated Accuracy
 KA0052;SPC IN W     -   481,500.      965,530.      MT  (+/- 180 meters Scaled)
 KA0052
 KA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ583817(NAD 83)
 KA0052
 KA0052                          SUPERSEDED SURVEY CONTROL
 KA0052
 KA0052  NGVD 29 (??/??/92)  240.424  (m)          788.79   (f) ADJ UNCH    2 0
 KA0052
 KA0052.Superseded values are not recommended for survey control.
 KA0052
 KA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0052.See file dsdata.pdf to determine how the superseded data were derived.
 KA0052
 KA0052_MARKER: DB = BENCH MARK DISK
 KA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0052_STAMPING: X 61 1946
 KA0052_MARK LOGO: CGS
 KA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0052+STABILITY: SURFACE MOTION
 KA0052
 KA0052  HISTORY     - Date     Condition        Report By
 KA0052  HISTORY     - 1946     MONUMENTED       CGS
 KA0052  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0052
 KA0052                          STATION DESCRIPTION
 KA0052
 KA0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0052'0.2 MI NW FROM FIVE POINTS.
 KA0052'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 144 FROM THE CROSS
 KA0052'ROADS AT FIVE POINTS, 100 FEET WEST OF THE WEST CORNER OF A CONCRETE
 KA0052'BLOCK HOUSE OWNED BY AARON STALEY, 34 FEET NORTHEAST OF THE CENTER
 KA0052'LINE OF THE HIGHWAY, 29 FEET WEST OF A 36-INCH MAPLE TREE, 37 FEET
 KA0052'NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 12 FEET
 KA0052'EAST OF POWER LINE POLE NUMBER 70-7-11, 2 FEET NORTHWEST OF A
 KA0052'WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.
 KA0052'A STANDARD DISK, STAMPED X 61 1946 AND SET IN THE TOP OF A CONCRETE
 KA0052'POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0052
 KA0052                          STATION RECOVERY (2017)
 KA0052
 KA0052'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0052'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0056 ***********************************************************************
 KA0056  DESIGNATION -  X 62
 KA0056  PID         -  KA0056
 KA0056  STATE/COUNTY-  IN/HENDRICKS
 KA0056  COUNTRY     -  US
 KA0056  USGS QUAD   -  PLAINFIELD (2019)
 KA0056
 KA0056                         *CURRENT SURVEY CONTROL
 KA0056  ______________________________________________________________________
 KA0056* NAD 83(1986) POSITION- 39 40 34.     (N) 086 29 28.     (W)   SCALED
 KA0056* NAVD 88 ORTHO HEIGHT -   267.897 (meters)      878.93  (feet) ADJUSTED
 KA0056  ______________________________________________________________________
 KA0056  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KA0056  DYNAMIC HEIGHT  -        267.751 (meters)      878.45  (feet) COMP
 KA0056  MODELED GRAVITY -    980,074.6   (mgal)                       NAVD 88
 KA0056
 KA0056  VERT ORDER      -  FIRST     CLASS II
 KA0056
 KA0056.The horizontal coordinates were scaled from a map and have
 KA0056.an estimated accuracy of +/- 6 seconds.
 KA0056
 KA0056.The orthometric height was determined by differential leveling and
 KA0056.adjusted by the NATIONAL GEODETIC SURVEY
 KA0056.in June 1991.
 KA0056
 KA0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0056.GEOID18 height accuracy estimate available here.
 KA0056
 KA0056.Click photographs - Photos may exist for this station.
 KA0056
 KA0056.The dynamic height is computed by dividing the NAVD 88
 KA0056.geopotential number by the normal gravity value computed on the
 KA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0056.degrees latitude (g = 980.6199 gals.).
 KA0056
 KA0056.The modeled gravity was interpolated from observed gravity values.
 KA0056
 KA0056;                    North         East    Units  Estimated Accuracy
 KA0056;SPC IN W     -   491,730.      950,810.      MT  (+/- 180 meters Scaled)
 KA0056
 KA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ436919(NAD 83)
 KA0056
 KA0056                          SUPERSEDED SURVEY CONTROL
 KA0056
 KA0056  NGVD 29 (??/??/92)  268.004  (m)          879.28   (f) ADJ UNCH    1 2
 KA0056
 KA0056.Superseded values are not recommended for survey control.
 KA0056
 KA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0056.See file dsdata.pdf to determine how the superseded data were derived.
 KA0056
 KA0056_MARKER: DB = BENCH MARK DISK
 KA0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0056_SP_SET: CULVERT
 KA0056_STAMPING: X 62 1946
 KA0056_MARK LOGO: CGS
 KA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0056+STABILITY: SURFACE MOTION
 KA0056
 KA0056  HISTORY     - Date     Condition        Report By
 KA0056  HISTORY     - 1946     MONUMENTED       CGS
 KA0056  HISTORY     - 1985     GOOD             NGS
 KA0056
 KA0056                          STATION DESCRIPTION
 KA0056
 KA0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0056'AT BELLEVILLE.
 KA0056'AT BELLEVILLE, 0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE
 KA0056'INTERSECTION OF STATE HIGHWAY 39, ABOUT 275 FEET NORTHWEST OF THE
 KA0056'NORTHWEST CORNER OF THE DISTRICT SCHOOL AT BELLEVILLE, SET IN
 KA0056'THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 5 FOOT CONCRETE
 KA0056'CULVERT, 24 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA0056'OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 62 1946.
 KA0056
 KA0056                          STATION RECOVERY (1985)
 KA0056
 KA0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0056'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--26.6 M
 KA0056'(87.3 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 150 EAST.
 KA0056'NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING IS NO LONGER
 KA0056'LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AI3582 ***********************************************************************
 AI3582  DESIGNATION -  X 62 RESET
 AI3582  PID         -  AI3582
 AI3582  STATE/COUNTY-  IN/HENDRICKS
 AI3582  COUNTRY     -  US
 AI3582  USGS QUAD   -  PLAINFIELD (2019)
 AI3582
 AI3582                         *CURRENT SURVEY CONTROL
 AI3582  ______________________________________________________________________
 AI3582* NAD 83(2011) POSITION- 39 40 34.70508(N) 086 29 28.61828(W)   ADJUSTED
 AI3582* NAD 83(2011) ELLIP HT-   234.560 (meters)        (02/22/23)   ADJUSTED
 AI3582* NAD 83(2011) EPOCH   -  2010.00
 AI3582* NAVD 88 ORTHO HEIGHT -   267.52  (meters)      877.7   (feet) RESET
 AI3582  ______________________________________________________________________
 AI3582  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 AI3582  NAD 83(2011) X  -    300,855.777 (meters)                     COMP
 AI3582  NAD 83(2011) Y  - -4,906,697.228 (meters)                     COMP
 AI3582  NAD 83(2011) Z  -  4,050,538.479 (meters)                     COMP
 AI3582  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 AI3582  VERT ORDER      -  THIRD
 AI3582
 AI3582  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3582  Standards:
 AI3582         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3582            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3582  -------------------------------------------------------------------
 AI3582  NETWORK    0.71   1.27           0.30   0.28   0.65      0.08957878
 AI3582  -------------------------------------------------------------------
 AI3582  Click here for local accuracies and other accuracy information.
 AI3582
 AI3582.The horizontal coordinates were established by GPS observations
 AI3582.and adjusted by the INDIANA DEPT OF TRANSP in February 2023.
 AI3582
 AI3582.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3582.been affixed to the stable North American tectonic plate. See 
 AI3582.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3582
 AI3582.The horizontal coordinates are valid at the epoch date displayed above
 AI3582.which is a decimal equivalence of Year/Month/Day.
 AI3582
 AI3582.The orthometric height was computed from unverified reset data.
 AI3582
 AI3582.No vertical observational check was made to the station.
 AI3582
 AI3582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3582.GEOID18 height accuracy estimate available here.
 AI3582
 AI3582.Click photographs - Photos may exist for this station.
 AI3582
 AI3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3582
 AI3582.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3582
 AI3582.The ellipsoidal height was determined by GPS observations
 AI3582.and is referenced to NAD 83.
 AI3582
 AI3582. The following values were computed from the NAD 83(2011) position.
 AI3582
 AI3582;                    North         East     Units Scale Factor Converg.
 AI3582;SPC IN W     -   491,746.257   950,793.862   MT  0.99999842   +0 22 40.8
 AI3582;SPC IN W     - 1,613,337.51  3,119,396.20   sFT  0.99999842   +0 22 40.8
 AI3582;UTM  16      - 4,391,955.123   543,628.393   MT  0.99962343   +0 19 29.3
 AI3582
 AI3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3582!SPC IN W     -   0.99996320  x   0.99999842  =   0.99996162
 AI3582!UTM  16      -   0.99996320  x   0.99962343  =   0.99958665
 AI3582
 AI3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4362891955(NAD 83)
 AI3582
 AI3582                          SUPERSEDED SURVEY CONTROL
 AI3582
 AI3582.No superseded survey control is available for this station.
 AI3582
 AI3582_MARKER: DV = VERTICAL CONTROL DISK
 AI3582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3582_SP_SET: CULVERT HEADWALL
 AI3582_STAMPING: X 62 RESET 1997
 AI3582_MARK LOGO: NGS
 AI3582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3582+STABILITY: SURFACE MOTION
 AI3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3582+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 AI3582
 AI3582  HISTORY     - Date     Condition        Report By
 AI3582  HISTORY     - 1998     MONUMENTED       LOCENG
 AI3582  HISTORY     - 20070711 GOOD             PICI
 AI3582  HISTORY     - 20230206 GOOD             INDOT
 AI3582
 AI3582                          STATION DESCRIPTION
 AI3582
 AI3582'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (SH)
 AI3582'AT BELLEVILLE, 0.15 MILE (0.24 KM) WEST ALONG US HIGHWAY 40 FROM THE
 AI3582'INTERSECTION OF STATE HIGHWAY 39, 110 FEET (33.5 M) NORTHEASTERLY OF
 AI3582'THE CENTERLINE OF LIBERTY PARKWAY, 44 FEET (13.4 M) WEST OF A CONCRETE
 AI3582'RIGHT-OF-WAY MARKER AT THE NORTHEAST CORNER OF STONE CREEK COMMERCIAL
 AI3582'PARK, 55 FEET (16.8 M) SOUTH OF THE CENTERLINE OF US HIGHWAY 40, SET
 AI3582'IN THE SOUTHWEST END OF THE HEADWALL OF A CONCRETE BOX CULVERT.  55.0
 AI3582'FEET (16.8 M) NORTHWEST OF CENTERLINE OF US HIGHWAY 40, 43.5 FEET
 AI3582'(13.3 M) EAST OF CONCRETE RIGHT-OF-WAY MARKER, 46.7 FEET (14.2 M) WEST
 AI3582'OF EAST TERMINUS OF LIBERTY PARKWAY CONCRETE ROLL CURB AND GUTTER,
 AI3582'72.1 FEET (22.0 M) SOUTHWEST OF TOP NUT OF FIRE HYDRANT, 111.0 FEET
 AI3582'(33.8 M) WEST OF EXPANSION JOINT AT NORTH TIP OF CONCRETE CURB ISLAND
 AI3582'AT LIBERTY PARKWAY.
 AI3582
 AI3582                          STATION RECOVERY (2007)
 AI3582
 AI3582'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2007 (TF)
 AI3582'RECOVERED IN GOOD CONDITION.
 AI3582
 AI3582                          STATION RECOVERY (2023)
 AI3582
 AI3582'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (AEW)
 AI3582'THE MARK IS NORTH OF THE COUNTRY MARK GAS STATION AND IS 9.8 FT (3.0
 AI3582'M) NORTHEAST FROM AN EXISTING UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0166 ***********************************************************************
 KA0166  DESIGNATION -  X 63
 KA0166  PID         -  KA0166
 KA0166  STATE/COUNTY-  IN/MORGAN
 KA0166  COUNTRY     -  US
 KA0166  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0166
 KA0166                         *CURRENT SURVEY CONTROL
 KA0166  ______________________________________________________________________
 KA0166* NAD 83(1986) POSITION- 39 34 43.8    (N) 086 28 56.6    (W)   HD_HELD2
 KA0166* NAVD 88 ORTHO HEIGHT -   246.085 (meters)      807.36  (feet) ADJUSTED
 KA0166  ______________________________________________________________________
 KA0166  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KA0166  DYNAMIC HEIGHT  -        245.949 (meters)      806.92  (feet) COMP
 KA0166  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 KA0166
 KA0166  VERT ORDER      -  SECOND    CLASS 0
 KA0166
 KA0166.The horizontal coordinates were established by autonomous hand held GPS
 KA0166.observations and have an estimated accuracy of +/- 10 meters.
 KA0166
 KA0166.The orthometric height was determined by differential leveling and
 KA0166.adjusted by the NATIONAL GEODETIC SURVEY
 KA0166.in June 1991.
 KA0166
 KA0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0166.GEOID18 height accuracy estimate available here.
 KA0166
 KA0166.Click photographs - Photos may exist for this station.
 KA0166
 KA0166.The dynamic height is computed by dividing the NAVD 88
 KA0166.geopotential number by the normal gravity value computed on the
 KA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0166.degrees latitude (g = 980.6199 gals.).
 KA0166
 KA0166.The modeled gravity was interpolated from observed gravity values.
 KA0166
 KA0166;                    North         East    Units  Estimated Accuracy
 KA0166;SPC IN W     -   480,929.      951,629.      MT  (+/- 10 meters HH2 GPS)
 KA0166
 KA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4445381141(NAD 83)
 KA0166
 KA0166                          SUPERSEDED SURVEY CONTROL
 KA0166
 KA0166  NGVD 29 (??/??/92)  246.201  (m)          807.74   (f) ADJ UNCH    2 0
 KA0166
 KA0166.Superseded values are not recommended for survey control.
 KA0166
 KA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0166.See file dsdata.pdf to determine how the superseded data were derived.
 KA0166
 KA0166_MARKER: DB = BENCH MARK DISK
 KA0166_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0166_SP_SET: SIDEWALK
 KA0166_STAMPING: X 63 1946
 KA0166_MARK LOGO: CGS
 KA0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0166+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 KA0166
 KA0166  HISTORY     - Date     Condition        Report By
 KA0166  HISTORY     - 1946     MONUMENTED       CGS
 KA0166  HISTORY     - 20070711 GOOD             PICI
 KA0166  HISTORY     - 20110525 GOOD             GEOCAC
 KA0166
 KA0166                          STATION DESCRIPTION
 KA0166
 KA0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0166'AT MONROVIA.
 KA0166'AT MONROVIA, IN THE NORTH FACE OF THE FIRST NATIONAL BANK
 KA0166'BUILDING, NOW OCCUPIED BY THE POST OFFICE, 2.9 FEET WEST OF
 KA0166'THE NORTHEAST CORNER AND 4.7 FEET ABOVE THE SIDEWALK.  A
 KA0166'STANDARD DISK, STAMPED X 63 1946 AND SET VERTICALLY.
 KA0166
 KA0166                          STATION RECOVERY (2007)
 KA0166
 KA0166'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2007 (TF)
 KA0166'RECOVERED IN GOOD CONDITION.
 KA0166
 KA0166                          STATION RECOVERY (2011)
 KA0166
 KA0166'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 KA0166'AT THE SOUTHWEST CORNER OF W MAIN ST AND S WATER ST, SET IN THE NORTH
 KA0166'FACE OF A ONE-STORY BRICK BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0555 ***********************************************************************
 KA0555  DESIGNATION -  X 65
 KA0555  PID         -  KA0555
 KA0555  STATE/COUNTY-  IN/MORGAN
 KA0555  COUNTRY     -  US
 KA0555  USGS QUAD   -  QUINCY (2019)
 KA0555
 KA0555                         *CURRENT SURVEY CONTROL
 KA0555  ______________________________________________________________________
 KA0555* NAD 83(1986) POSITION- 39 29 05.40   (N) 086 37 56.15   (W)   HD_HELD1
 KA0555* NAVD 88 ORTHO HEIGHT -   243.478 (meters)      798.81  (feet) ADJUSTED
 KA0555  ______________________________________________________________________
 KA0555  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KA0555  DYNAMIC HEIGHT  -        243.340 (meters)      798.36  (feet) COMP
 KA0555  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 KA0555
 KA0555  VERT ORDER      -  SECOND    CLASS 0
 KA0555
 KA0555.The horizontal coordinates were determined by differentially corrected
 KA0555.hand held GPS observations or other comparable positioning techniques
 KA0555.and have an estimated accuracy of +/- 3 meters.
 KA0555
 KA0555.The orthometric height was determined by differential leveling and
 KA0555.adjusted by the NATIONAL GEODETIC SURVEY
 KA0555.in June 1991.
 KA0555
 KA0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0555.GEOID18 height accuracy estimate available here.
 KA0555
 KA0555.Click photographs - Photos may exist for this station.
 KA0555
 KA0555.The dynamic height is computed by dividing the NAVD 88
 KA0555.geopotential number by the normal gravity value computed on the
 KA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0555.degrees latitude (g = 980.6199 gals.).
 KA0555
 KA0555.The modeled gravity was interpolated from observed gravity values.
 KA0555
 KA0555;                    North         East    Units  Estimated Accuracy
 KA0555;SPC IN W     -   470,417.9     938,805.2     MT  (+/- 3 meters HH1 GPS) 
 KA0555
 KA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3162470645(NAD 83)
 KA0555
 KA0555                          SUPERSEDED SURVEY CONTROL
 KA0555
 KA0555  NGVD 29 (??/??/92)  243.596  (m)          799.20   (f) ADJ UNCH    2 0
 KA0555
 KA0555.Superseded values are not recommended for survey control.
 KA0555
 KA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0555.See file dsdata.pdf to determine how the superseded data were derived.
 KA0555
 KA0555_MARKER: DB = BENCH MARK DISK
 KA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0555_STAMPING: X 65 1946
 KA0555_MARK LOGO: CGS
 KA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0555+STABILITY: SURFACE MOTION
 KA0555
 KA0555  HISTORY     - Date     Condition        Report By
 KA0555  HISTORY     - 1946     MONUMENTED       CGS
 KA0555
 KA0555                          STATION DESCRIPTION
 KA0555
 KA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0555'1 MI N FROM LEWISVILLE.
 KA0555'1.0 MILE NORTH ALONG A MACADAM ROAD FROM THE CROSS ROADS AT
 KA0555'LEWISVILLE, IN THE NORTHEAST QUARTER OF A ROAD INTERSECTION, 30
 KA0555'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET EAST
 KA0555'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET NORTH OF A
 KA0555'10-INCH ELM TREE IN A FENCE CORNER, 1 1/2 FOOT WEST OF A NORTH-SOUTH
 KA0555'FENCE LINE, 1 1/2 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND
 KA0555'ABOUT 1 FOOT BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED X 65
 KA0555'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KA0555'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1089 ***********************************************************************
 KA1089  DESIGNATION -  X 66
 KA1089  PID         -  KA1089
 KA1089  STATE/COUNTY-  IN/VIGO
 KA1089  COUNTRY     -  US
 KA1089  USGS QUAD   -  SEELYVILLE (2019)
 KA1089
 KA1089                         *CURRENT SURVEY CONTROL
 KA1089  ______________________________________________________________________
 KA1089* NAD 83(1986) POSITION- 39 29 03.     (N) 087 15 08.     (W)   SCALED
 KA1089* NAVD 88 ORTHO HEIGHT -   181.625 (meters)      595.88  (feet) ADJUSTED
 KA1089  ______________________________________________________________________
 KA1089  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 KA1089  DYNAMIC HEIGHT  -        181.521 (meters)      595.54  (feet) COMP
 KA1089  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA1089
 KA1089  VERT ORDER      -  SECOND    CLASS 0
 KA1089
 KA1089.The horizontal coordinates were scaled from a map and have
 KA1089.an estimated accuracy of +/- 6 seconds.
 KA1089
 KA1089.The orthometric height was determined by differential leveling and
 KA1089.adjusted by the NATIONAL GEODETIC SURVEY
 KA1089.in June 1991.
 KA1089
 KA1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1089.GEOID18 height accuracy estimate available here.
 KA1089
 KA1089.Click photographs - Photos may exist for this station.
 KA1089
 KA1089.The dynamic height is computed by dividing the NAVD 88
 KA1089.geopotential number by the normal gravity value computed on the
 KA1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1089.degrees latitude (g = 980.6199 gals.).
 KA1089
 KA1089.The modeled gravity was interpolated from observed gravity values.
 KA1089
 KA1089;                    North         East    Units  Estimated Accuracy
 KA1089;SPC IN W     -   470,260.      885,470.      MT  (+/- 180 meters Scaled)
 KA1089
 KA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ783705(NAD 83)
 KA1089
 KA1089                          SUPERSEDED SURVEY CONTROL
 KA1089
 KA1089  NGVD 29 (??/??/92)  181.724  (m)          596.21   (f) ADJ UNCH    2 0
 KA1089
 KA1089.Superseded values are not recommended for survey control.
 KA1089
 KA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1089.See file dsdata.pdf to determine how the superseded data were derived.
 KA1089
 KA1089_MARKER: DB = BENCH MARK DISK
 KA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1089_STAMPING: X 66 1946
 KA1089_MARK LOGO: CGS
 KA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1089+STABILITY: SURFACE MOTION
 KA1089
 KA1089  HISTORY     - Date     Condition        Report By
 KA1089  HISTORY     - 1946     MONUMENTED       CGS
 KA1089  HISTORY     - 19900428 GOOD             USPSQD
 KA1089
 KA1089                          STATION DESCRIPTION
 KA1089
 KA1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1089'1.6 MI SE FROM SEELYVILLE.
 KA1089'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA1089'AT SEELYVILLE, THENCE ABOUT 0.8 MILE SOUTH, THENCE ABOUT 0.3 MILE
 KA1089'EAST ALONG A GRAVEL ROAD LEADING TO STAUNTON, AT A PRIVATE ROAD
 KA1089'LEADING SOUTH TO A COAL MINE, 80 FEET SOUTH OF AND ACROSS THE
 KA1089'ROAD FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 27 FEET WEST OF
 KA1089'THE ROAD LEADING SOUTH, 26 FEET SOUTH OF AND ABOUT LEVEL WITH
 KA1089'THE CENTER LINE OF THE MAIN ROAD, 23.5 FEET SOUTHEAST OF A POWER
 KA1089'POLE WITH TRANSFORMER, 7 FEET SOUTH OF A WIRE FENCE, 6 FEET WEST
 KA1089'OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 KA1089'STANDARD DISK, STAMPED X 66 1946 AND SET IN THE TOP OF A CONCRETE
 KA1089'POST PROJECTING 3 INCHES ABOVE GROUND.
 KA1089
 KA1089                          STATION RECOVERY (1990)
 KA1089
 KA1089'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0933 ***********************************************************************
 KA0933  DESIGNATION -  X 67
 KA0933  PID         -  KA0933
 KA0933  STATE/COUNTY-  IN/CLAY
 KA0933  COUNTRY     -  US
 KA0933  USGS QUAD   -  BRAZIL EAST (2019)
 KA0933
 KA0933                         *CURRENT SURVEY CONTROL
 KA0933  ______________________________________________________________________
 KA0933* NAD 83(1986) POSITION- 39 36 12.     (N) 087 03 01.     (W)   SCALED
 KA0933* NAVD 88 ORTHO HEIGHT -   226.341 (meters)      742.59  (feet) ADJUSTED
 KA0933  ______________________________________________________________________
 KA0933  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KA0933  DYNAMIC HEIGHT  -        226.212 (meters)      742.16  (feet) COMP
 KA0933  MODELED GRAVITY -    980,049.5   (mgal)                       NAVD 88
 KA0933
 KA0933  VERT ORDER      -  FIRST     CLASS II
 KA0933
 KA0933.The horizontal coordinates were scaled from a map and have
 KA0933.an estimated accuracy of +/- 6 seconds.
 KA0933
 KA0933.The orthometric height was determined by differential leveling and
 KA0933.adjusted by the NATIONAL GEODETIC SURVEY
 KA0933.in June 1991.
 KA0933
 KA0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0933.GEOID18 height accuracy estimate available here.
 KA0933
 KA0933.Click photographs - Photos may exist for this station.
 KA0933
 KA0933.The dynamic height is computed by dividing the NAVD 88
 KA0933.geopotential number by the normal gravity value computed on the
 KA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0933.degrees latitude (g = 980.6199 gals.).
 KA0933
 KA0933.The modeled gravity was interpolated from observed gravity values.
 KA0933
 KA0933;                    North         East    Units  Estimated Accuracy
 KA0933;SPC IN W     -   483,480.      902,840.      MT  (+/- 180 meters Scaled)
 KA0933
 KA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ956837(NAD 83)
 KA0933
 KA0933                          SUPERSEDED SURVEY CONTROL
 KA0933
 KA0933  NGVD 29 (??/??/92)  226.449  (m)          742.94   (f) ADJ UNCH    1 2
 KA0933
 KA0933.Superseded values are not recommended for survey control.
 KA0933
 KA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0933.See file dsdata.pdf to determine how the superseded data were derived.
 KA0933
 KA0933_MARKER: DB = BENCH MARK DISK
 KA0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0933_SP_SET: BRIDGE
 KA0933_STAMPING: X 67 1946
 KA0933_MARK LOGO: CGS
 KA0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0933
 KA0933  HISTORY     - Date     Condition        Report By
 KA0933  HISTORY     - 1946     MONUMENTED       CGS
 KA0933  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0933
 KA0933                          STATION DESCRIPTION
 KA0933
 KA0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0933'3.2 MI E FROM CARBON.
 KA0933'ABOUT 3.25 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0933'THE STATION AT CARBON, NEAR MILEAGE POLE NO. 49-31, SET IN THE
 KA0933'TOP OF THE EAST END OF THE NORTH HEAD WALL OF CONCRETE BRIDGE NO.
 KA0933'150 OVER A GRAVEL ROAD, 8.4 FEET NORTH OF AND ABOUT LEVEL WITH
 KA0933'THE CENTER LINE OF THE NORTH MAIN TRACK.  NOTE-- THIS MARK MAY
 KA0933'BE REACHED FROM THE STATION AT LENA BY GOING ABOUT 0.9 MILE
 KA0933'WEST ALONG THE NEW YORK CENTRAL RAILROAD.  A STANDARD DISK,
 KA0933'STAMPED X 67 1946.
 KA0933
 KA0933                          STATION RECOVERY (1985)
 KA0933
 KA0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0933'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1152 ***********************************************************************
 KA1152  DESIGNATION -  X 68
 KA1152  PID         -  KA1152
 KA1152  STATE/COUNTY-  IN/CLAY
 KA1152  COUNTRY     -  US
 KA1152  USGS QUAD   -  CENTER POINT (2019)
 KA1152
 KA1152                         *CURRENT SURVEY CONTROL
 KA1152  ______________________________________________________________________
 KA1152* NAD 83(1986) POSITION- 39 29 19.     (N) 087 04 16.     (W)   SCALED
 KA1152* NAVD 88 ORTHO HEIGHT -   201.304 (meters)      660.44  (feet) ADJUSTED
 KA1152  ______________________________________________________________________
 KA1152  GEOID HEIGHT    -        -32.965 (meters)                     GEOID18
 KA1152  DYNAMIC HEIGHT  -        201.189 (meters)      660.07  (feet) COMP
 KA1152  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 KA1152
 KA1152  VERT ORDER      -  SECOND    CLASS 0
 KA1152
 KA1152.The horizontal coordinates were scaled from a map and have
 KA1152.an estimated accuracy of +/- 6 seconds.
 KA1152
 KA1152.The orthometric height was determined by differential leveling and
 KA1152.adjusted by the NATIONAL GEODETIC SURVEY
 KA1152.in June 1991.
 KA1152
 KA1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1152.GEOID18 height accuracy estimate available here.
 KA1152
 KA1152.Click photographs - Photos may exist for this station.
 KA1152
 KA1152.The dynamic height is computed by dividing the NAVD 88
 KA1152.geopotential number by the normal gravity value computed on the
 KA1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1152.degrees latitude (g = 980.6199 gals.).
 KA1152
 KA1152.The modeled gravity was interpolated from observed gravity values.
 KA1152
 KA1152;                    North         East    Units  Estimated Accuracy
 KA1152;SPC IN W     -   470,740.      901,050.      MT  (+/- 180 meters Scaled)
 KA1152
 KA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ938710(NAD 83)
 KA1152
 KA1152                          SUPERSEDED SURVEY CONTROL
 KA1152
 KA1152  NGVD 29 (??/??/92)  201.414  (m)          660.81   (f) ADJ UNCH    2 0
 KA1152
 KA1152.Superseded values are not recommended for survey control.
 KA1152
 KA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1152.See file dsdata.pdf to determine how the superseded data were derived.
 KA1152
 KA1152_MARKER: DB = BENCH MARK DISK
 KA1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1152_STAMPING: X 68 1946
 KA1152_MARK LOGO: CGS
 KA1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1152+STABILITY: SURFACE MOTION
 KA1152
 KA1152  HISTORY     - Date     Condition        Report By
 KA1152  HISTORY     - 1946     MONUMENTED       CGS
 KA1152
 KA1152                          STATION DESCRIPTION
 KA1152
 KA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1152'1 MI N FROM ASHERVILLE.
 KA1152'ABOUT 1.0 MILE NORTH ALONG A ROAD LEADING TO HARMONY FROM THE
 KA1152'CROSS ROAD AT ASHERVILLE, 1.0 MILE SOUTH OF BARNETTS SCHOOL,
 KA1152'AT A CROSS ROAD, 33 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 KA1152'LINE OF THE NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE CENTER LINE
 KA1152'OF THE EAST-WEST ROAD, 3 FEET NORTH OF THE NORTHEAST CORNER
 KA1152'OF A STEEL FENCE AROUND AN ELECTRIC SUB-STATION, 2 FEET SOUTHEAST
 KA1152'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 68
 KA1152'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KA1152'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0517 ***********************************************************************
 KA0517  DESIGNATION -  X 69
 KA0517  PID         -  KA0517
 KA0517  STATE/COUNTY-  IN/OWEN
 KA0517  COUNTRY     -  US
 KA0517  USGS QUAD   -  PATRICKSBURG (2019)
 KA0517
 KA0517                         *CURRENT SURVEY CONTROL
 KA0517  ______________________________________________________________________
 KA0517* NAD 83(1986) POSITION- 39 21 28.     (N) 086 55 24.     (W)   SCALED
 KA0517* NAVD 88 ORTHO HEIGHT -   189.653 (meters)      622.22  (feet) ADJUSTED
 KA0517  ______________________________________________________________________
 KA0517  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KA0517  DYNAMIC HEIGHT  -        189.542 (meters)      621.86  (feet) COMP
 KA0517  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 KA0517
 KA0517  VERT ORDER      -  SECOND    CLASS 0
 KA0517
 KA0517.The horizontal coordinates were scaled from a map and have
 KA0517.an estimated accuracy of +/- 6 seconds.
 KA0517
 KA0517.The orthometric height was determined by differential leveling and
 KA0517.adjusted by the NATIONAL GEODETIC SURVEY
 KA0517.in June 1991.
 KA0517
 KA0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0517.GEOID18 height accuracy estimate available here.
 KA0517
 KA0517.Click photographs - Photos may exist for this station.
 KA0517
 KA0517.The dynamic height is computed by dividing the NAVD 88
 KA0517.geopotential number by the normal gravity value computed on the
 KA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0517.degrees latitude (g = 980.6199 gals.).
 KA0517
 KA0517.The modeled gravity was interpolated from observed gravity values.
 KA0517
 KA0517;                    North         East    Units  Estimated Accuracy
 KA0517;SPC IN W     -   456,230.      913,790.      MT  (+/- 180 meters Scaled)
 KA0517
 KA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ066564(NAD 83)
 KA0517
 KA0517                          SUPERSEDED SURVEY CONTROL
 KA0517
 KA0517  NGVD 29 (??/??/92)  189.770  (m)          622.60   (f) ADJ UNCH    2 0
 KA0517
 KA0517.Superseded values are not recommended for survey control.
 KA0517
 KA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0517.See file dsdata.pdf to determine how the superseded data were derived.
 KA0517
 KA0517_MARKER: DB = BENCH MARK DISK
 KA0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0517_SP_SET: BRIDGE
 KA0517_STAMPING: X 69 1946
 KA0517_MARK LOGO: CGS
 KA0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0517
 KA0517  HISTORY     - Date     Condition        Report By
 KA0517  HISTORY     - 1946     MONUMENTED       CGS
 KA0517
 KA0517                          STATION DESCRIPTION
 KA0517
 KA0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0517'3.7 MI SW FROM JORDAN.
 KA0517'3.7 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE COMMUNITY
 KA0517'PRESBYTERIAN CHURCH AT JORDAN, 1.15 MILES SOUTHEAST OF A CEMETERY,
 KA0517'0.4 MILE SOUTH OF A T JUNCTION WITH AN EAST-WEST ROAD, SET IN
 KA0517'THE TOP OF THE NORTH END OF THE EAST HEAD WALL AND BANISTER OF
 KA0517'A 25 FOOT CONCRETE BRIDGE OVER A BRANCH OF THE WEST FORK FISH
 KA0517'CREEK, 7.5 FEET EAST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE
 KA0517'OF THE ROAD.  A STANDARD DISK, STAMPED X 69 1946.  NOTE-- THIS
 KA0517'MARK MAY BE REACHED FROM THE POST OFFICE AT BOWLING GREEN, CLAY
 KA0517'COUNTY, BY GOING 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 46,
 KA0517'THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1173 ***********************************************************************
 KA1173  DESIGNATION -  X 70
 KA1173  PID         -  KA1173
 KA1173  STATE/COUNTY-  IN/CLAY
 KA1173  COUNTRY     -  US
 KA1173  USGS QUAD   -  CLAY CITY (2019)
 KA1173
 KA1173                         *CURRENT SURVEY CONTROL
 KA1173  ______________________________________________________________________
 KA1173* NAD 83(1986) POSITION- 39 17 04.     (N) 087 04 22.     (W)   SCALED
 KA1173* NAVD 88 ORTHO HEIGHT -   182.780 (meters)      599.67  (feet) ADJUSTED
 KA1173  ______________________________________________________________________
 KA1173  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KA1173  DYNAMIC HEIGHT  -        182.674 (meters)      599.32  (feet) COMP
 KA1173  MODELED GRAVITY -    980,041.5   (mgal)                       NAVD 88
 KA1173
 KA1173  VERT ORDER      -  SECOND    CLASS 0
 KA1173
 KA1173.The horizontal coordinates were scaled from a map and have
 KA1173.an estimated accuracy of +/- 6 seconds.
 KA1173
 KA1173.The orthometric height was determined by differential leveling and
 KA1173.adjusted by the NATIONAL GEODETIC SURVEY
 KA1173.in June 1991.
 KA1173
 KA1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1173.GEOID18 height accuracy estimate available here.
 KA1173
 KA1173.Click photographs - Photos may exist for this station.
 KA1173
 KA1173.The dynamic height is computed by dividing the NAVD 88
 KA1173.geopotential number by the normal gravity value computed on the
 KA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1173.degrees latitude (g = 980.6199 gals.).
 KA1173
 KA1173.The modeled gravity was interpolated from observed gravity values.
 KA1173
 KA1173;                    North         East    Units  Estimated Accuracy
 KA1173;SPC IN W     -   448,070.      900,910.      MT  (+/- 180 meters Scaled)
 KA1173
 KA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ937483(NAD 83)
 KA1173
 KA1173                          SUPERSEDED SURVEY CONTROL
 KA1173
 KA1173  NGVD 29 (??/??/92)  182.895  (m)          600.05   (f) ADJ UNCH    2 0
 KA1173
 KA1173.Superseded values are not recommended for survey control.
 KA1173
 KA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1173.See file dsdata.pdf to determine how the superseded data were derived.
 KA1173
 KA1173_MARKER: DB = BENCH MARK DISK
 KA1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1173_STAMPING: X 70 1946
 KA1173_MARK LOGO: CGS
 KA1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1173+STABILITY: SURFACE MOTION
 KA1173
 KA1173  HISTORY     - Date     Condition        Report By
 KA1173  HISTORY     - 1946     MONUMENTED       CGS
 KA1173  HISTORY     - 20061018 MARK NOT FOUND   INDOT
 KA1173  HISTORY     - 20080401 POOR             INDIV
 KA1173
 KA1173                          STATION DESCRIPTION
 KA1173
 KA1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1173'2.7 MI E FROM CLAY CITY.
 KA1173'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA1173'AT CLAY CITY, 0.3 MILE WEST OF AN ELECTRIC SUB-STATION, AT A
 KA1173'CROSS ROAD, ABOUT 75 YARDS NORTH OF THE NORTHWEST CORNER OF A
 KA1173'CEMETERY, 44 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 40
 KA1173'FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE CENTER LINE OF THE
 KA1173'HIGHWAY, 11 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET EAST
 KA1173'OF A POWER LINE POLE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1173'POST.  A STANDARD DISK, STAMPED X 70 1946 AND SET IN THE TOP OF
 KA1173'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1173
 KA1173                          STATION RECOVERY (2006)
 KA1173
 KA1173'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA1173'MARK NOT FOUND.
 KA1173
 KA1173                          STATION RECOVERY (2008)
 KA1173
 KA1173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (EDD)
 KA1173'FD.5/8 BRASS ROD IN CONC.,DISK IS MISSING.  UTILITY POLES HAVE BEEN
 KA1173'MOVED.  WHITE POST IS MISSING.  40'+/-S. OF CL S.R. 246.  44'+/- E. OF
 KA1173'CL COUNTY RD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0822 ***********************************************************************
 KA0822  DESIGNATION -  X 71 RESET
 KA0822  PID         -  KA0822
 KA0822  STATE/COUNTY-  IN/PARKE
 KA0822  COUNTRY     -  US
 KA0822  USGS QUAD   -  BELLMORE (2019)
 KA0822
 KA0822                         *CURRENT SURVEY CONTROL
 KA0822  ______________________________________________________________________
 KA0822* NAD 83(1986) POSITION- 39 45 28.     (N) 087 03 21.     (W)   SCALED
 KA0822* NAVD 88 ORTHO HEIGHT -   211.56  (meters)      694.1   (feet) RESET
 KA0822  ______________________________________________________________________
 KA0822  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 KA0822  VERT ORDER      -  THIRD
 KA0822
 KA0822.The horizontal coordinates were scaled from a map and have
 KA0822.an estimated accuracy of +/- 6 seconds.
 KA0822
 KA0822.The orthometric height was computed from unverified reset data.
 KA0822
 KA0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0822.GEOID18 height accuracy estimate available here.
 KA0822
 KA0822.Click photographs - Photos may exist for this station.
 KA0822
 KA0822;                    North         East    Units  Estimated Accuracy
 KA0822;SPC IN W     -   500,620.      902,360.      MT  (+/- 180 meters Scaled)
 KA0822
 KA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK952008(NAD 83)
 KA0822
 KA0822                          SUPERSEDED SURVEY CONTROL
 KA0822
 KA0822  NGVD 29 (??/??/??)  211.65   (m)          694.4    (f) RESET       3  
 KA0822
 KA0822.Superseded values are not recommended for survey control.
 KA0822
 KA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0822.See file dsdata.pdf to determine how the superseded data were derived.
 KA0822
 KA0822_MARKER: DB = BENCH MARK DISK
 KA0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0822_SP_SET: BRIDGE
 KA0822_STAMPING: X 71 RESET 1960
 KA0822_MARK LOGO: CGS
 KA0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0822
 KA0822  HISTORY     - Date     Condition        Report By
 KA0822  HISTORY     - 1960     MONUMENTED       INFCC
 KA0822  HISTORY     - 1988     GOOD             USPSQD
 KA0822
 KA0822                          STATION DESCRIPTION
 KA0822
 KA0822'DESCRIBED BY IN FLOOD CONTR COMM 1960
 KA0822'0.8 MI E FROM HOLLANDSBURG.
 KA0822'THIS BENCH MARK IS LOCATED 0.8 MILE EAST OF HOLLANDSBURG, ALONG
 KA0822'U.S. HIGHWAY (NEW) 36 FROM THE UNION BAPTIST CHURCH IN
 KA0822'HOLLANDSBURG TO THE NEW U.S. 36 BRIDGE OVER RACCOON CREEK, SET
 KA0822'IN THE TOP OF THE SOUTH SIDEWALK OF THE BRIDGE, AT ABOUT THE
 KA0822'CENTER OF THE BRIDGE, 222 FEET WEST OF THE EAST END OF THE
 KA0822'BRIDGE, 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.85
 KA0822'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KA0822
 KA0822                          STATION RECOVERY (1988)
 KA0822
 KA0822'RECOVERY NOTE BY US POWER SQUADRON 1988 (SLG)
 KA0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0796 ***********************************************************************
 KA0796  DESIGNATION -  X 72
 KA0796  PID         -  KA0796
 KA0796  STATE/COUNTY-  IN/HENDRICKS
 KA0796  COUNTRY     -  US
 KA0796  USGS QUAD   -  NORTH SALEM (2019)
 KA0796
 KA0796                         *CURRENT SURVEY CONTROL
 KA0796  ______________________________________________________________________
 KA0796* NAD 83(1986) POSITION- 39 50 02.     (N) 086 38 58.     (W)   SCALED
 KA0796* NAVD 88 ORTHO HEIGHT -   269.088 (meters)      882.83  (feet) ADJUSTED
 KA0796  ______________________________________________________________________
 KA0796  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 KA0796  DYNAMIC HEIGHT  -        268.942 (meters)      882.35  (feet) COMP
 KA0796  MODELED GRAVITY -    980,074.9   (mgal)                       NAVD 88
 KA0796
 KA0796  VERT ORDER      -  SECOND    CLASS 0
 KA0796
 KA0796.The horizontal coordinates were scaled from a map and have
 KA0796.an estimated accuracy of +/- 6 seconds.
 KA0796
 KA0796.The orthometric height was determined by differential leveling and
 KA0796.adjusted by the NATIONAL GEODETIC SURVEY
 KA0796.in June 1991.
 KA0796
 KA0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0796.GEOID18 height accuracy estimate available here.
 KA0796
 KA0796.Click photographs - Photos may exist for this station.
 KA0796
 KA0796.The dynamic height is computed by dividing the NAVD 88
 KA0796.geopotential number by the normal gravity value computed on the
 KA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0796.degrees latitude (g = 980.6199 gals.).
 KA0796
 KA0796.The modeled gravity was interpolated from observed gravity values.
 KA0796
 KA0796;                    North         East    Units  Estimated Accuracy
 KA0796;SPC IN W     -   509,170.      937,140.      MT  (+/- 180 meters Scaled)
 KA0796
 KA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK299093(NAD 83)
 KA0796
 KA0796                          SUPERSEDED SURVEY CONTROL
 KA0796
 KA0796  NGVD 29 (??/??/92)  269.202  (m)          883.21   (f) ADJ UNCH    2 0
 KA0796
 KA0796.Superseded values are not recommended for survey control.
 KA0796
 KA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0796.See file dsdata.pdf to determine how the superseded data were derived.
 KA0796
 KA0796_MARKER: DB = BENCH MARK DISK
 KA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0796_STAMPING: X 72 1946
 KA0796_MARK LOGO: CGS
 KA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0796+STABILITY: SURFACE MOTION
 KA0796
 KA0796  HISTORY     - Date     Condition        Report By
 KA0796  HISTORY     - 1946     MONUMENTED       CGS
 KA0796
 KA0796                          STATION DESCRIPTION
 KA0796
 KA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0796'2 MI S FROM NORTH SALEM.
 KA0796'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WATER TOWER
 KA0796'AT NORTH SALEM, 0.1 MILE WEST OF A SHARP TURN IN THE HIGHWAY FROM
 KA0796'NORTH TO WEST AND THE JUNCTION OF A GRAVEL ROAD LEADING EAST, AT
 KA0796'A T FENCE CORNER ON THE NORTH SIDE OF THE HIGHWAY, 50 FEET SOUTH
 KA0796'OF AN IRON PIPE IN THE NORTH-SOUTH FENCE LINE AT A NATURAL GAS PIPE
 KA0796'LINE CROSSING, 18.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KA0796'10 FEET EAST OF THE CENTER OF A GATE, 3 FEET NORTHEAST OF THE EAST
 KA0796'GATE POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0796'STAMPED X 72 1946 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0770 ***********************************************************************
 KA0770  DESIGNATION -  X 73
 KA0770  PID         -  KA0770
 KA0770  STATE/COUNTY-  IN/PUTNAM
 KA0770  COUNTRY     -  US
 KA0770  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0770
 KA0770                         *CURRENT SURVEY CONTROL
 KA0770  ______________________________________________________________________
 KA0770* NAD 83(1986) POSITION- 39 51 59.61   (N) 086 59 00.91   (W)   HD_HELD1
 KA0770* NAVD 88 ORTHO HEIGHT -   253.142 (meters)      830.52  (feet) ADJUSTED
 KA0770  ______________________________________________________________________
 KA0770  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 KA0770  DYNAMIC HEIGHT  -        253.001 (meters)      830.05  (feet) COMP
 KA0770  MODELED GRAVITY -    980,063.6   (mgal)                       NAVD 88
 KA0770
 KA0770  VERT ORDER      -  SECOND    CLASS 0
 KA0770
 KA0770.The horizontal coordinates were determined by differentially corrected
 KA0770.hand held GPS observations or other comparable positioning techniques
 KA0770.and have an estimated accuracy of +/- 3 meters.
 KA0770
 KA0770.The orthometric height was determined by differential leveling and
 KA0770.adjusted by the NATIONAL GEODETIC SURVEY
 KA0770.in June 1991.
 KA0770
 KA0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0770.GEOID18 height accuracy estimate available here.
 KA0770
 KA0770.Click photographs - Photos may exist for this station.
 KA0770
 KA0770.The dynamic height is computed by dividing the NAVD 88
 KA0770.geopotential number by the normal gravity value computed on the
 KA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0770.degrees latitude (g = 980.6199 gals.).
 KA0770
 KA0770.The modeled gravity was interpolated from observed gravity values.
 KA0770
 KA0770;                    North         East    Units  Estimated Accuracy
 KA0770;SPC IN W     -   512,706.4     908,534.1     MT  (+/- 3 meters HH1 GPS) 
 KA0770
 KA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0140312946(NAD 83)
 KA0770
 KA0770                          SUPERSEDED SURVEY CONTROL
 KA0770
 KA0770  NGVD 29 (??/??/92)  253.237  (m)          830.83   (f) ADJ UNCH    2 0
 KA0770
 KA0770.Superseded values are not recommended for survey control.
 KA0770
 KA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0770.See file dsdata.pdf to determine how the superseded data were derived.
 KA0770
 KA0770_MARKER: DB = BENCH MARK DISK
 KA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0770_STAMPING: X 73 1946
 KA0770_MARK LOGO: CGS
 KA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0770+STABILITY: SURFACE MOTION
 KA0770
 KA0770  HISTORY     - Date     Condition        Report By
 KA0770  HISTORY     - 1946     MONUMENTED       CGS
 KA0770
 KA0770                          STATION DESCRIPTION
 KA0770
 KA0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0770'0.8 MI N FROM RUSSELLVILLE.
 KA0770'ABOUT 0.8 MILE NORTH ALONG THE RUSSELLVILLE-BROWNS VALLEY ROAD FROM
 KA0770'THE BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE, AT A SHARP
 KA0770'SOUTH AND WEST TURN AND THE JUNCTION WITH A GRAVEL ROAD LEADING
 KA0770'EAST, 85 FEET NORTHWEST AND ACROSS THE GRAVEL ROAD FROM THE
 KA0770'NORTHWEST CORNER OF A FARM HOUSE, 44 FEET NORTHWEST AND ACROSS
 KA0770'THE GRAVEL ROAD FROM POWER LINE POLE NUMBER 202-623, 47 FEET NORTH
 KA0770'OF THE CENTER LINE OF THE PAVED ROAD AT THE APPROXIMATE CENTER OF
 KA0770'THE CURVE, 19 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 10 FEET
 KA0770'NORTH OF THE EXTENDED CENTER LINE OF THE GRAVEL ROAD, 2 FEET WEST
 KA0770'OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST WIRE
 KA0770'FENCE LINE AND ABOUT LEVEL WITH THE CENTER OF THE JUNCTION.  A
 KA0770'STANDARD DISK, STAMPED X 73 1946 AND SET IN THE TOP OF A CONCRETE
 KA0770'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0735 ***********************************************************************
 KA0735  DESIGNATION -  X 74
 KA0735  PID         -  KA0735
 KA0735  STATE/COUNTY-  IN/PUTNAM
 KA0735  COUNTRY     -  US
 KA0735  USGS QUAD   -  ROACHDALE (2019)
 KA0735
 KA0735                         *CURRENT SURVEY CONTROL
 KA0735  ______________________________________________________________________
 KA0735* NAD 83(1986) POSITION- 39 51 09.15   (N) 086 48 10.72   (W)   HD_HELD1
 KA0735* NAVD 88 ORTHO HEIGHT -   257.874 (meters)      846.04  (feet) ADJUSTED
 KA0735  ______________________________________________________________________
 KA0735  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 KA0735  DYNAMIC HEIGHT  -        257.732 (meters)      845.58  (feet) COMP
 KA0735  MODELED GRAVITY -    980,069.9   (mgal)                       NAVD 88
 KA0735
 KA0735  VERT ORDER      -  SECOND    CLASS 0
 KA0735
 KA0735.The horizontal coordinates were determined by differentially corrected
 KA0735.hand held GPS observations or other comparable positioning techniques
 KA0735.and have an estimated accuracy of +/- 3 meters.
 KA0735
 KA0735.The orthometric height was determined by differential leveling and
 KA0735.adjusted by the NATIONAL GEODETIC SURVEY
 KA0735.in June 1991.
 KA0735
 KA0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0735.GEOID18 height accuracy estimate available here.
 KA0735
 KA0735.Click photographs - Photos may exist for this station.
 KA0735
 KA0735.The dynamic height is computed by dividing the NAVD 88
 KA0735.geopotential number by the normal gravity value computed on the
 KA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0735.degrees latitude (g = 980.6199 gals.).
 KA0735
 KA0735.The modeled gravity was interpolated from observed gravity values.
 KA0735
 KA0735;                    North         East    Units  Estimated Accuracy
 KA0735;SPC IN W     -   511,183.0     923,991.3     MT  (+/- 3 meters HH1 GPS) 
 KA0735
 KA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1685311409(NAD 83)
 KA0735
 KA0735                          SUPERSEDED SURVEY CONTROL
 KA0735
 KA0735  NGVD 29 (??/??/92)  257.980  (m)          846.39   (f) ADJ UNCH    2 0
 KA0735
 KA0735.Superseded values are not recommended for survey control.
 KA0735
 KA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0735.See file dsdata.pdf to determine how the superseded data were derived.
 KA0735
 KA0735_MARKER: DB = BENCH MARK DISK
 KA0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0735_SP_SET: TANK FOUNDATION
 KA0735_STAMPING: X 74 1946
 KA0735_MARK LOGO: CGS
 KA0735_PROJECTION: FLUSH
 KA0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0735+SATELLITE: SATELLITE OBSERVATIONS - February 1, 2017
 KA0735
 KA0735  HISTORY     - Date     Condition        Report By
 KA0735  HISTORY     - 1946     MONUMENTED       CGS
 KA0735  HISTORY     - 20051230 GOOD             GEOCAC
 KA0735  HISTORY     - 20110706 GOOD             INDIV
 KA0735  HISTORY     - 2017021  GOOD             INDOT
 KA0735
 KA0735                          STATION DESCRIPTION
 KA0735
 KA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0735'AT ROACHDALE.
 KA0735'AT ROACHDALE, SET IN THE EAST CORNER OF THE SOUTHEAST CONCRETE
 KA0735'FOUNDATION OF THE TOWN WATER TOWER, 1 FOOT WEST OF THE EAST
 KA0735'CORNER OF THE FOUNDATION AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 KA0735'A STANDARD DISK, STAMPED X 74 1946.
 KA0735
 KA0735                          STATION RECOVERY (2005)
 KA0735
 KA0735'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA0735'RECOVERED IN GOOD CONDITION.
 KA0735
 KA0735                          STATION RECOVERY (2011)
 KA0735
 KA0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (USI)
 KA0735'RECOVERED FOR INDIANA ORTHO AND LIDAR PROGRAM
 KA0735
 KA0735                          STATION RECOVERY (2017)
 KA0735
 KA0735'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0579 ***********************************************************************
 KA0579  DESIGNATION -  X 75
 KA0579  PID         -  KA0579
 KA0579  STATE/COUNTY-  IN/HENDRICKS
 KA0579  COUNTRY     -  US
 KA0579  USGS QUAD   -  DANVILLE (2019)
 KA0579
 KA0579                         *CURRENT SURVEY CONTROL
 KA0579  ______________________________________________________________________
 KA0579* NAD 83(1986) POSITION- 39 52 26.     (N) 086 34 09.     (W)   SCALED
 KA0579* NAVD 88 ORTHO HEIGHT -   290.317 (meters)      952.48  (feet) ADJUSTED
 KA0579  ______________________________________________________________________
 KA0579  GEOID HEIGHT    -        -33.239 (meters)                     GEOID18
 KA0579  DYNAMIC HEIGHT  -        290.158 (meters)      951.96  (feet) COMP
 KA0579  MODELED GRAVITY -    980,070.6   (mgal)                       NAVD 88
 KA0579
 KA0579  VERT ORDER      -  SECOND    CLASS 0
 KA0579
 KA0579.The horizontal coordinates were scaled from a map and have
 KA0579.an estimated accuracy of +/- 6 seconds.
 KA0579
 KA0579.The orthometric height was determined by differential leveling and
 KA0579.adjusted by the NATIONAL GEODETIC SURVEY
 KA0579.in June 1991.
 KA0579
 KA0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0579.GEOID18 height accuracy estimate available here.
 KA0579
 KA0579.Click photographs - Photos may exist for this station.
 KA0579
 KA0579.The dynamic height is computed by dividing the NAVD 88
 KA0579.geopotential number by the normal gravity value computed on the
 KA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0579.degrees latitude (g = 980.6199 gals.).
 KA0579
 KA0579.The modeled gravity was interpolated from observed gravity values.
 KA0579
 KA0579;                    North         East    Units  Estimated Accuracy
 KA0579;SPC IN W     -   513,640.      943,990.      MT  (+/- 180 meters Scaled)
 KA0579
 KA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK368138(NAD 83)
 KA0579
 KA0579                          SUPERSEDED SURVEY CONTROL
 KA0579
 KA0579  NGVD 29 (??/??/92)  290.421  (m)          952.82   (f) ADJ UNCH    2 0
 KA0579
 KA0579.Superseded values are not recommended for survey control.
 KA0579
 KA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0579.See file dsdata.pdf to determine how the superseded data were derived.
 KA0579
 KA0579_MARKER: DB = BENCH MARK DISK
 KA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0579_STAMPING: X 75 1946
 KA0579_MARK LOGO: CGS
 KA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0579+STABILITY: SURFACE MOTION
 KA0579
 KA0579  HISTORY     - Date     Condition        Report By
 KA0579  HISTORY     - 1946     MONUMENTED       CGS
 KA0579
 KA0579                          STATION DESCRIPTION
 KA0579
 KA0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0579'2.3 MI SW FROM LIZTON.
 KA0579'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0579'AT LIZTON, THENCE 1.7 MILE WEST ALONG THE NORTH SALEM-LIZTON
 KA0579'ROAD, 180 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BARN
 KA0579'ON THE SOUTH SIDE OF THE ROAD, 16 FEET SOUTH OF THE CENTER LINE
 KA0579'OF THE ROAD, 14 FEET WEST OF A 24-INCH HICKORY TREE, 2.5 FEET
 KA0579'SOUTHWEST OF A T FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN
 KA0579'WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 KA0579'STAMPED X 75 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0579'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0307 ***********************************************************************
 KA0307  DESIGNATION -  X 76
 KA0307  PID         -  KA0307
 KA0307  STATE/COUNTY-  IN/MORGAN
 KA0307  COUNTRY     -  US
 KA0307  USGS QUAD   -  MARTINSVILLE (2019)
 KA0307
 KA0307                         *CURRENT SURVEY CONTROL
 KA0307  ______________________________________________________________________
 KA0307* NAD 83(1986) POSITION- 39 26 00.     (N) 086 26 54.     (W)   SCALED
 KA0307* NAVD 88 ORTHO HEIGHT -   181.192 (meters)      594.46  (feet) ADJUSTED
 KA0307  ______________________________________________________________________
 KA0307  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KA0307  DYNAMIC HEIGHT  -        181.089 (meters)      594.12  (feet) COMP
 KA0307  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 KA0307
 KA0307  VERT ORDER      -  SECOND    CLASS 0
 KA0307
 KA0307.The horizontal coordinates were scaled from a map and have
 KA0307.an estimated accuracy of +/- 6 seconds.
 KA0307
 KA0307.The orthometric height was determined by differential leveling and
 KA0307.adjusted by the NATIONAL GEODETIC SURVEY
 KA0307.in June 1991.
 KA0307
 KA0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0307.GEOID18 height accuracy estimate available here.
 KA0307
 KA0307.Click photographs - Photos may exist for this station.
 KA0307
 KA0307.The dynamic height is computed by dividing the NAVD 88
 KA0307.geopotential number by the normal gravity value computed on the
 KA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0307.degrees latitude (g = 980.6199 gals.).
 KA0307
 KA0307.The modeled gravity was interpolated from observed gravity values.
 KA0307
 KA0307;                    North         East    Units  Estimated Accuracy
 KA0307;SPC IN W     -   464,800.      954,670.      MT  (+/- 180 meters Scaled)
 KA0307
 KA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ474650(NAD 83)
 KA0307
 KA0307                          SUPERSEDED SURVEY CONTROL
 KA0307
 KA0307  NGVD 29 (??/??/92)  181.32   (m)          594.9    (f) COMPUTED    2 0
 KA0307
 KA0307.Superseded values are not recommended for survey control.
 KA0307
 KA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0307.See file dsdata.pdf to determine how the superseded data were derived.
 KA0307
 KA0307_MARKER: DB = BENCH MARK DISK
 KA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0307_STAMPING: X 76 1946
 KA0307_MARK LOGO: CGS
 KA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0307+STABILITY: SURFACE MOTION
 KA0307
 KA0307  HISTORY     - Date     Condition        Report By
 KA0307  HISTORY     - 1946     MONUMENTED       CGS
 KA0307
 KA0307                          STATION DESCRIPTION
 KA0307
 KA0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0307'1.2 MI NW FROM MARTINSVILLE.
 KA0307'ABOUT 1.2 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COUNTY
 KA0307'COURT HOUSE AT MARTINSVILLE, 0.3 MILE SOUTHEAST OF THE CENTER
 KA0307'OF THE BRIDGE OVER THE WHITE RIVER, AT A FENCE CORNER ON THE
 KA0307'NORTHEAST SIDE OF THE HIGHWAY, 24 FEET NORTHEAST OF THE CENTER
 KA0307'LINE OF THE HIGHWAY, 8.5 FEET NORTH OF A POWER LINE POLE, 1 1/2
 KA0307'FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 KA0307'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0308 ***********************************************************************
 KA0308  DESIGNATION -  X 76 RESET
 KA0308  PID         -  KA0308
 KA0308  STATE/COUNTY-  IN/MORGAN
 KA0308  COUNTRY     -  US
 KA0308  USGS QUAD   -  MARTINSVILLE (2019)
 KA0308
 KA0308                         *CURRENT SURVEY CONTROL
 KA0308  ______________________________________________________________________
 KA0308* NAD 83(1986) POSITION- 39 26 00.     (N) 086 26 53.     (W)   SCALED
 KA0308* NAVD 88 ORTHO HEIGHT -   185.57  (meters)      608.8   (feet) RESET
 KA0308  ______________________________________________________________________
 KA0308  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KA0308  VERT ORDER      -  THIRD
 KA0308
 KA0308.The horizontal coordinates were scaled from a map and have
 KA0308.an estimated accuracy of +/- 6 seconds.
 KA0308
 KA0308.The orthometric height was computed from unverified reset data.
 KA0308
 KA0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0308.GEOID18 height accuracy estimate available here.
 KA0308
 KA0308.Click photographs - Photos may exist for this station.
 KA0308
 KA0308;                    North         East    Units  Estimated Accuracy
 KA0308;SPC IN W     -   464,800.      954,690.      MT  (+/- 180 meters Scaled)
 KA0308
 KA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ475650(NAD 83)
 KA0308
 KA0308                          SUPERSEDED SURVEY CONTROL
 KA0308
 KA0308.No superseded survey control is available for this station.
 KA0308
 KA0308_MARKER: DB = BENCH MARK DISK
 KA0308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA0308_SP_SET: SIDEWALK
 KA0308_STAMPING: X 76 RESET 1952
 KA0308_MARK LOGO: CGS
 KA0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0308
 KA0308  HISTORY     - Date     Condition        Report By
 KA0308  HISTORY     - 1952     MONUMENTED       INHD
 KA0308  HISTORY     - 1954     GOOD             CGS
 KA0308  HISTORY     - 1966     GOOD             LOCENG
 KA0308
 KA0308                          STATION DESCRIPTION
 KA0308
 KA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA0308'1.5 MI NW FROM MARTINSVILLE.
 KA0308'1.5 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 KA0308'COURTHOUSE AT MARTINSVILLE, MORGAN COUNTY, 0.3 MILE EAST OF STATE
 KA0308'HIGHWAY 67, AT A 1070-FOOT 10-SPAN CONTINUOUS STEEL-GIRDER BRIDGE
 KA0308'OVER WHITE RIVER, IN THE NORTH SIDEWALK, 18 FEET NORTH OF THE
 KA0308'CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF THE EAST END OF THE
 KA0308'BRIDGE, AND ABOUT 5 INCHES ABOVE GROUND LEVEL.  A STANDARD DISK,
 KA0308'STAMPED X 76 RESET 1952.
 KA0308
 KA0308                          STATION RECOVERY (1966)
 KA0308
 KA0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 KA0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0234 ***********************************************************************
 KA0234  DESIGNATION -  X 77
 KA0234  PID         -  KA0234
 KA0234  STATE/COUNTY-  IN/BOONE
 KA0234  COUNTRY     -  US
 KA0234  USGS QUAD   -  FAYETTE (2019)
 KA0234
 KA0234                         *CURRENT SURVEY CONTROL
 KA0234  ______________________________________________________________________
 KA0234* NAD 83(1986) POSITION- 39 58 49.34   (N) 086 23 54.40   (W)   HD_HELD1
 KA0234* NAVD 88 ORTHO HEIGHT -   290.240 (meters)      952.23  (feet) ADJUSTED
 KA0234  ______________________________________________________________________
 KA0234  GEOID HEIGHT    -        -33.670 (meters)                     GEOID18
 KA0234  DYNAMIC HEIGHT  -        290.081 (meters)      951.71  (feet) COMP
 KA0234  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 KA0234
 KA0234  VERT ORDER      -  SECOND    CLASS 0
 KA0234
 KA0234.The horizontal coordinates were determined by differentially corrected
 KA0234.hand held GPS observations or other comparable positioning techniques
 KA0234.and have an estimated accuracy of +/- 3 meters.
 KA0234
 KA0234.The orthometric height was determined by differential leveling and
 KA0234.adjusted by the NATIONAL GEODETIC SURVEY
 KA0234.in June 1991.
 KA0234
 KA0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0234.GEOID18 height accuracy estimate available here.
 KA0234
 KA0234.Click photographs - Photos may exist for this station.
 KA0234
 KA0234.The dynamic height is computed by dividing the NAVD 88
 KA0234.geopotential number by the normal gravity value computed on the
 KA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0234.degrees latitude (g = 980.6199 gals.).
 KA0234
 KA0234.The modeled gravity was interpolated from observed gravity values.
 KA0234
 KA0234;                    North         East    Units  Estimated Accuracy
 KA0234;SPC IN W     -   525,563.0     958,500.3     MT  (+/- 3 meters HH1 GPS) 
 KA0234
 KA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5136325751(NAD 83)
 KA0234
 KA0234                          SUPERSEDED SURVEY CONTROL
 KA0234
 KA0234  NGVD 29 (??/??/92)  290.346  (m)          952.58   (f) ADJ UNCH    2 0
 KA0234
 KA0234.Superseded values are not recommended for survey control.
 KA0234
 KA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0234.See file dsdata.pdf to determine how the superseded data were derived.
 KA0234
 KA0234_MARKER: DB = BENCH MARK DISK
 KA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0234_STAMPING: X 77 1946
 KA0234_MARK LOGO: CGS
 KA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0234+STABILITY: SURFACE MOTION
 KA0234
 KA0234  HISTORY     - Date     Condition        Report By
 KA0234  HISTORY     - 1946     MONUMENTED       CGS
 KA0234  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KA0234
 KA0234                          STATION DESCRIPTION
 KA0234
 KA0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0234'3.4 MI N FROM WHITE LICK.
 KA0234'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 267 FROM THE CROSS
 KA0234'ROADS AT WHITE LICK, AT THE JUNCTION WITH U.S. HIGHWAY 52,
 KA0234'38 FEET EAST OF THE CENTER LINE OF HIGHWAY 267, 82 FEET SOUTHWEST
 KA0234'OF THE SOUTHWEST EDGE OF THE PAVEMENT ON HIGHWAY 52, 3.5 FEET
 KA0234'SOUTHWEST OF A FENCE CORNER, 15.5 FEET NORTHWEST OF THE WEST
 KA0234'CORNER OF A BARN, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 KA0234'POST AND ABOUT 2 FEET ABOVE THE LEVEL OF THE JUNCTION.  A
 KA0234'STANDARD DISK, STAMPED X 77 1946 AND SET IN THE TOP OF A
 KA0234'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0234
 KA0234                          STATION RECOVERY (1989)
 KA0234
 KA0234'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJH)
 KA0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0208 ***********************************************************************
 KA0208  DESIGNATION -  X 79
 KA0208  PID         -  KA0208
 KA0208  STATE/COUNTY-  IN/BOONE
 KA0208  COUNTRY     -  US
 KA0208  USGS QUAD   -  ZIONSVILLE (2019)
 KA0208
 KA0208                         *CURRENT SURVEY CONTROL
 KA0208  ______________________________________________________________________
 KA0208* NAD 83(1986) POSITION- 39 56 59.     (N) 086 17 35.     (W)   SCALED
 KA0208* NAVD 88 ORTHO HEIGHT -   267.267 (meters)      876.86  (feet) ADJUSTED
 KA0208  ______________________________________________________________________
 KA0208  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 KA0208  DYNAMIC HEIGHT  -        267.118 (meters)      876.37  (feet) COMP
 KA0208  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 KA0208
 KA0208  VERT ORDER      -  SECOND    CLASS 0
 KA0208
 KA0208.The horizontal coordinates were scaled from a map and have
 KA0208.an estimated accuracy of +/- 6 seconds.
 KA0208
 KA0208.The orthometric height was determined by differential leveling and
 KA0208.adjusted by the NATIONAL GEODETIC SURVEY
 KA0208.in June 1991.
 KA0208
 KA0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0208.GEOID18 height accuracy estimate available here.
 KA0208
 KA0208.Click photographs - Photos may exist for this station.
 KA0208
 KA0208.The dynamic height is computed by dividing the NAVD 88
 KA0208.geopotential number by the normal gravity value computed on the
 KA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0208.degrees latitude (g = 980.6199 gals.).
 KA0208
 KA0208.The modeled gravity was interpolated from observed gravity values.
 KA0208
 KA0208;                    North         East    Units  Estimated Accuracy
 KA0208;SPC IN W     -   522,230.      967,530.      MT  (+/- 180 meters Scaled)
 KA0208
 KA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK603224(NAD 83)
 KA0208
 KA0208                          SUPERSEDED SURVEY CONTROL
 KA0208
 KA0208  NGVD 29 (??/??/92)  267.380  (m)          877.23   (f) ADJ UNCH    2 0
 KA0208
 KA0208.Superseded values are not recommended for survey control.
 KA0208
 KA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0208.See file dsdata.pdf to determine how the superseded data were derived.
 KA0208
 KA0208_MARKER: DB = BENCH MARK DISK
 KA0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0208_SP_SET: BRIDGE
 KA0208_STAMPING: X 79 1946
 KA0208_MARK LOGO: CGS
 KA0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0208
 KA0208  HISTORY     - Date     Condition        Report By
 KA0208  HISTORY     - 1946     MONUMENTED       CGS
 KA0208
 KA0208                          STATION DESCRIPTION
 KA0208
 KA0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0208'1.6 MI W FROM ZIONSVILLE.
 KA0208'ALONG STATE HIGHWAY 334 ABOUT 1.65 MILE WEST OF THE FARMERS
 KA0208'STATE BANK BUILDING AT ZIONSVILLE, SET IN THE TOP OF THE NORTHEAST
 KA0208'WINGWALL OF A 30-FOOT CONCRETE BRIDGE, 16 FEET NORTH OF THE
 KA0208'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 KA0208'A STANDARD DISK, STAMPED X 79 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1357 ***********************************************************************
 MD1357  DESIGNATION -  X 8
 MD1357  PID         -  MD1357
 MD1357  STATE/COUNTY-  IN/ELKHART
 MD1357  COUNTRY     -  US
 MD1357  USGS QUAD   -  ELKHART (2019)
 MD1357
 MD1357                         *CURRENT SURVEY CONTROL
 MD1357  ______________________________________________________________________
 MD1357* NAD 83(1986) POSITION- 41 40 50.6    (N) 085 58 17.0    (W)   HD_HELD2
 MD1357* NAVD 88 ORTHO HEIGHT -   230.681 (meters)      756.83  (feet) ADJUSTED
 MD1357  ______________________________________________________________________
 MD1357  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 MD1357  DYNAMIC HEIGHT  -        230.591 (meters)      756.53  (feet) COMP
 MD1357  MODELED GRAVITY -    980,229.2   (mgal)                       NAVD 88
 MD1357
 MD1357  VERT ORDER      -  FIRST     CLASS II
 MD1357
 MD1357.The horizontal coordinates were established by autonomous hand held GPS
 MD1357.observations and have an estimated accuracy of +/- 10 meters.
 MD1357
 MD1357.The orthometric height was determined by differential leveling and
 MD1357.adjusted by the NATIONAL GEODETIC SURVEY
 MD1357.in June 1991.
 MD1357
 MD1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1357.GEOID18 height accuracy estimate available here.
 MD1357
 MD1357.Click photographs - Photos may exist for this station.
 MD1357
 MD1357.The dynamic height is computed by dividing the NAVD 88
 MD1357.geopotential number by the normal gravity value computed on the
 MD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1357.degrees latitude (g = 980.6199 gals.).
 MD1357
 MD1357.The modeled gravity was interpolated from observed gravity values.
 MD1357
 MD1357;                    North         East    Units  Estimated Accuracy
 MD1357;SPC IN E     -   714,202.       74,629.      MT  (+/- 10 meters HH2 GPS)
 MD1357
 MD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8561214839(NAD 83)
 MD1357
 MD1357                          SUPERSEDED SURVEY CONTROL
 MD1357
 MD1357  NGVD 29 (??/??/92)  230.808  (m)          757.24   (f) ADJ UNCH    1 2
 MD1357
 MD1357.Superseded values are not recommended for survey control.
 MD1357
 MD1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1357.See file dsdata.pdf to determine how the superseded data were derived.
 MD1357
 MD1357_MARKER: DB = BENCH MARK DISK
 MD1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1357_SP_SET: FOUNDATION WALL
 MD1357_STAMPING: X 8 ELEV. 757.243 FT.
 MD1357_MARK LOGO: CGS
 MD1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1357+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2019
 MD1357
 MD1357  HISTORY     - Date     Condition        Report By
 MD1357  HISTORY     - 1916     MONUMENTED       CGS
 MD1357  HISTORY     - 1946     GOOD             CGS
 MD1357  HISTORY     - 1980     GOOD             LOCSUR
 MD1357  HISTORY     - 19930111 GOOD             NGS
 MD1357  HISTORY     - 20040625 GOOD             INDIV
 MD1357  HISTORY     - 20070925 GOOD             LFA
 MD1357  HISTORY     - 20190520 GOOD             USPSQD
 MD1357
 MD1357                          STATION DESCRIPTION
 MD1357
 MD1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1357'AT ELKHART.
 MD1357'AT ELKHART AT THE NEW YORK CENTRAL RAILROAD STATION, SET VERTICALLY
 MD1357'IN THE STONE FACE OF THE EAST WALL OF THE BUILDING, 1.6 FOOT NORTH
 MD1357'OF THE SOUTHEAST CORNER, AND 3.4 FEET ABOVE THE GROUND.
 MD1357
 MD1357                          STATION RECOVERY (1980)
 MD1357
 MD1357'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MD1357'RECOVERED IN GOOD CONDITION.
 MD1357
 MD1357                          STATION RECOVERY (1993)
 MD1357
 MD1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1357'IN ELKHART, AT 131 TYLER AVENUE, SET VERTICALLY IN THE NORTHEAST
 MD1357'FOUNDATION WALL OF THE RAILROAD STATION, 9.9 M (32.5 FT) SOUTHEAST OF
 MD1357'THE NORTHEAST CORNER OF THE BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL
 MD1357'OF A PARKING LOT, 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST CORNER OF
 MD1357'THE BUILDING.
 MD1357
 MD1357                          STATION RECOVERY (2004)
 MD1357
 MD1357'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RAP)
 MD1357'RECOVERED AS DESCRIBED
 MD1357
 MD1357                          STATION RECOVERY (2007)
 MD1357
 MD1357'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2007 (SST)
 MD1357'RECOVERED IN GOOD CONDITION.
 MD1357
 MD1357                          STATION RECOVERY (2019)
 MD1357
 MD1357'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 MD1357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0619 ***********************************************************************
 LB0619  DESIGNATION -  X 80
 LB0619  PID         -  LB0619
 LB0619  STATE/COUNTY-  IN/BOONE
 LB0619  COUNTRY     -  US
 LB0619  USGS QUAD   -  LEBANON (2019)
 LB0619
 LB0619                         *CURRENT SURVEY CONTROL
 LB0619  ______________________________________________________________________
 LB0619* NAD 83(1986) POSITION- 40 02 52.26   (N) 086 28 07.44   (W)   HD_HELD1
 LB0619* NAVD 88 ORTHO HEIGHT -   288.985 (meters)      948.11  (feet) ADJUSTED
 LB0619  ______________________________________________________________________
 LB0619  GEOID HEIGHT    -        -33.737 (meters)                     GEOID18
 LB0619  DYNAMIC HEIGHT  -        288.825 (meters)      947.59  (feet) COMP
 LB0619  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 LB0619
 LB0619  VERT ORDER      -  SECOND    CLASS 0
 LB0619
 LB0619.The horizontal coordinates were determined by differentially corrected
 LB0619.hand held GPS observations or other comparable positioning techniques
 LB0619.and have an estimated accuracy of +/- 3 meters.
 LB0619
 LB0619.The orthometric height was determined by differential leveling and
 LB0619.adjusted by the NATIONAL GEODETIC SURVEY
 LB0619.in June 1991.
 LB0619
 LB0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0619.GEOID18 height accuracy estimate available here.
 LB0619
 LB0619.Click photographs - Photos may exist for this station.
 LB0619
 LB0619.The dynamic height is computed by dividing the NAVD 88
 LB0619.geopotential number by the normal gravity value computed on the
 LB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0619.degrees latitude (g = 980.6199 gals.).
 LB0619
 LB0619.The modeled gravity was interpolated from observed gravity values.
 LB0619
 LB0619;                    North         East    Units  Estimated Accuracy
 LB0619;SPC IN W     -   533,011.5     952,444.8     MT  (+/- 3 meters HH1 GPS) 
 LB0619
 LB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4531733203(NAD 83)
 LB0619
 LB0619                          SUPERSEDED SURVEY CONTROL
 LB0619
 LB0619  NGVD 29 (??/??/92)  289.086  (m)          948.44   (f) ADJ UNCH    2 0
 LB0619
 LB0619.Superseded values are not recommended for survey control.
 LB0619
 LB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0619.See file dsdata.pdf to determine how the superseded data were derived.
 LB0619
 LB0619_MARKER: DB = BENCH MARK DISK
 LB0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0619_SP_SET: PILLAR FOUNDATION
 LB0619_STAMPING: X 80 1946
 LB0619_MARK LOGO: CGS
 LB0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0619
 LB0619  HISTORY     - Date     Condition        Report By
 LB0619  HISTORY     - 1946     MONUMENTED       CGS
 LB0619  HISTORY     - 1978     GOOD             LOCSUR
 LB0619  HISTORY     - 20110713 GOOD             GEOCAC
 LB0619
 LB0619                          STATION DESCRIPTION
 LB0619
 LB0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0619'AT LEBANON.
 LB0619'AT LEBANON, AT THE BOONE COUNTY COURT HOUSE, SET IN THE TOP OF
 LB0619'THE BASE OF THE WESTERN MOST PILLAR AT THE SOUTH ENTRANCE TO THE
 LB0619'COURT HOUSE BUILDING, 31.5 FEET WEST OF THE CENTER OF THE SOUTH
 LB0619'ENTRANCE, SET HORIZONTALLY IN THE STONE PILLAR FOUNDATION
 LB0619'ABOUT 2.7 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 LB0619'X 80 1946.
 LB0619
 LB0619                          STATION RECOVERY (1978)
 LB0619
 LB0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0619'RECOVERED IN GOOD CONDITION.
 LB0619
 LB0619                          STATION RECOVERY (2011)
 LB0619
 LB0619'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 LB0619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1224 ***********************************************************************
 KA1224  DESIGNATION -  X 81
 KA1224  PID         -  KA1224
 KA1224  STATE/COUNTY-  IN/VIGO
 KA1224  COUNTRY     -  US
 KA1224  USGS QUAD   -  STAUNTON (2019)
 KA1224
 KA1224                         *CURRENT SURVEY CONTROL
 KA1224  ______________________________________________________________________
 KA1224* NAD 83(1986) POSITION- 39 22 57.     (N) 087 14 23.     (W)   SCALED
 KA1224* NAVD 88 ORTHO HEIGHT -   183.711 (meters)      602.73  (feet) ADJUSTED
 KA1224  ______________________________________________________________________
 KA1224  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 KA1224  DYNAMIC HEIGHT  -        183.605 (meters)      602.38  (feet) COMP
 KA1224  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 KA1224
 KA1224  VERT ORDER      -  FIRST     CLASS II
 KA1224
 KA1224.The horizontal coordinates were scaled from a map and have
 KA1224.an estimated accuracy of +/- 6 seconds.
 KA1224
 KA1224.The orthometric height was determined by differential leveling and
 KA1224.adjusted by the NATIONAL GEODETIC SURVEY
 KA1224.in June 1991.
 KA1224
 KA1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1224.GEOID18 height accuracy estimate available here.
 KA1224
 KA1224.Click photographs - Photos may exist for this station.
 KA1224
 KA1224.The dynamic height is computed by dividing the NAVD 88
 KA1224.geopotential number by the normal gravity value computed on the
 KA1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1224.degrees latitude (g = 980.6199 gals.).
 KA1224
 KA1224.The modeled gravity was interpolated from observed gravity values.
 KA1224
 KA1224;                    North         East    Units  Estimated Accuracy
 KA1224;SPC IN W     -   458,970.      886,530.      MT  (+/- 180 meters Scaled)
 KA1224
 KA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ793592(NAD 83)
 KA1224
 KA1224                          SUPERSEDED SURVEY CONTROL
 KA1224
 KA1224  NGVD 29 (??/??/92)  183.817  (m)          603.07   (f) ADJ UNCH    1 2
 KA1224
 KA1224.Superseded values are not recommended for survey control.
 KA1224
 KA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1224.See file dsdata.pdf to determine how the superseded data were derived.
 KA1224
 KA1224_MARKER: DB = BENCH MARK DISK
 KA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1224_STAMPING: X 81 1946
 KA1224_MARK LOGO: CGS
 KA1224_PROJECTION: PROJECTING 10 CENTIMETERS
 KA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1224+STABILITY: SURFACE MOTION
 KA1224
 KA1224  HISTORY     - Date     Condition        Report By
 KA1224  HISTORY     - 1946     MONUMENTED       CGS
 KA1224  HISTORY     - 1985     GOOD             NGS
 KA1224
 KA1224                          STATION DESCRIPTION
 KA1224
 KA1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1224'1.9 MI W FROM CORY.
 KA1224'ABOUT 1.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1224'STATION AT CORY, AT THE VIGO-CLAY COUNTY LINE, AND A ROAD
 KA1224'CROSSING, 46 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA1224'OF THE TRACK, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 10
 KA1224'FEET WEST OF A FENCE CORNER, 4 FEET NORTH OF THE RIGHT-OF-WAY
 KA1224'FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA1224'DISK, STAMPED X 81 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1224'PROJECTING 5 INCHES ABOVE GROUND.
 KA1224
 KA1224                          STATION RECOVERY (1985)
 KA1224
 KA1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.7 KM (3.55
 KA1224'MI) EASTERLY ALONG STATE HIGHWAY 46 FROM ITS JUNCTION WITH STATE
 KA1224'HIGHWAY 159 IN RILEY, THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG A PAVED
 KA1224'ROAD, 14.1 M (46.3 FT) SOUTH OF THE CENTER OF AN OLD RAILROAD BED,
 KA1224'8.9 M (29.2 FT) WEST OF THE ROAD CENTER, 3.1 M (10.2 FT) WEST OF A
 KA1224'FENCE CORNER, AND 1.3 M (4.3 FT) NORTH OF A FENCE.
 KA1224'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KA1224'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1238 ***********************************************************************
 KA1238  DESIGNATION -  X 82
 KA1238  PID         -  KA1238
 KA1238  STATE/COUNTY-  IN/VIGO
 KA1238  COUNTRY     -  US
 KA1238  USGS QUAD   -  TERRE HAUTE (2019)
 KA1238
 KA1238                         *CURRENT SURVEY CONTROL
 KA1238  ______________________________________________________________________
 KA1238* NAD 83(1986) POSITION- 39 26 54.5    (N) 087 23 31.1    (W)   HD_HELD2
 KA1238* NAVD 88 ORTHO HEIGHT -   154.393 (meters)      506.54  (feet) ADJUSTED
 KA1238  ______________________________________________________________________
 KA1238  GEOID HEIGHT    -        -32.710 (meters)                     GEOID18
 KA1238  DYNAMIC HEIGHT  -        154.305 (meters)      506.25  (feet) COMP
 KA1238  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 KA1238
 KA1238  VERT ORDER      -  FIRST     CLASS II
 KA1238
 KA1238.The horizontal coordinates were established by autonomous hand held GPS
 KA1238.observations and have an estimated accuracy of +/- 10 meters.
 KA1238
 KA1238.The orthometric height was determined by differential leveling and
 KA1238.adjusted by the NATIONAL GEODETIC SURVEY
 KA1238.in June 1991.
 KA1238
 KA1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1238.GEOID18 height accuracy estimate available here.
 KA1238
 KA1238.Click photographs - Photos may exist for this station.
 KA1238
 KA1238.The dynamic height is computed by dividing the NAVD 88
 KA1238.geopotential number by the normal gravity value computed on the
 KA1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1238.degrees latitude (g = 980.6199 gals.).
 KA1238
 KA1238.The modeled gravity was interpolated from observed gravity values.
 KA1238
 KA1238;                    North         East    Units  Estimated Accuracy
 KA1238;SPC IN W     -   466,329.      873,434.      MT  (+/- 10 meters HH2 GPS)
 KA1238
 KA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6627366619(NAD 83)
 KA1238
 KA1238                          SUPERSEDED SURVEY CONTROL
 KA1238
 KA1238  NGVD 29 (??/??/92)  154.544  (m)          507.03   (f) ADJ UNCH    1 2
 KA1238
 KA1238.Superseded values are not recommended for survey control.
 KA1238
 KA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1238.See file dsdata.pdf to determine how the superseded data were derived.
 KA1238
 KA1238_MARKER: DB = BENCH MARK DISK
 KA1238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA1238_SP_SET: BUILDING
 KA1238_STAMPING: X 82 1946
 KA1238_MARK LOGO: CGS
 KA1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1238+STABILITY: SURFACE MOTION
 KA1238
 KA1238  HISTORY     - Date     Condition        Report By
 KA1238  HISTORY     - 1946     MONUMENTED       CGS
 KA1238  HISTORY     - 1985     GOOD             NGS
 KA1238  HISTORY     - 20230905 GOOD             USPSQD
 KA1238
 KA1238                          STATION DESCRIPTION
 KA1238
 KA1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1238'AT TERRE HAUTE.
 KA1238'AT TERRE HAUTE, ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY,
 KA1238'AT THE INTERSECTION OF HULMAN AVENUE, SET IN THE WEST WALL OF THE
 KA1238'SOUTHWEST CORNER OF THE BRICK BUILDING HOUSING THE WABASH
 KA1238'PRODUCTS COMPANY, 56.6 FEET EAST OF THE CENTER LINE OF THE MAIN
 KA1238'TRACK, 31 FEET NORTH OF THE CENTER LINE OF HULMAN AVENUE, AND
 KA1238'4.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED X 82 1946
 KA1238'AND SET VERTICALLY.
 KA1238
 KA1238                          STATION RECOVERY (1985)
 KA1238
 KA1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1238'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1238'HAUTE, AT THE INTERSECTION OF HULMAN AND 15TH STREETS, SET VERTICALLY
 KA1238'IN THE WEST FACE OF THE BRICK WALL OF THE WABASH PRODUCTS COMPANY
 KA1238'BUILDING, 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF HULMAN STREET,
 KA1238'3.8 M (12.5 FT) EAST OF THE CENTER OF 15TH STREET, AND 0.3 M (1.0 FT)
 KA1238'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 KA1238'THE MARK IS 1.4 M ABOVE THE GROUND.
 KA1238
 KA1238                          STATION RECOVERY (2023)
 KA1238
 KA1238'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0480 ***********************************************************************
 KA0480  DESIGNATION -  X 83
 KA0480  PID         -  KA0480
 KA0480  STATE/COUNTY-  IN/OWEN
 KA0480  COUNTRY     -  US
 KA0480  USGS QUAD   -  SPENCER (2019)
 KA0480
 KA0480                         *CURRENT SURVEY CONTROL
 KA0480  ______________________________________________________________________
 KA0480* NAD 83(1986) POSITION- 39 22 14.     (N) 086 47 27.     (W)   SCALED
 KA0480* NAVD 88 ORTHO HEIGHT -   218.935 (meters)      718.29  (feet) ADJUSTED
 KA0480  ______________________________________________________________________
 KA0480  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 KA0480  DYNAMIC HEIGHT  -        218.806 (meters)      717.87  (feet) COMP
 KA0480  MODELED GRAVITY -    980,034.9   (mgal)                       NAVD 88
 KA0480
 KA0480  VERT ORDER      -  SECOND    CLASS II
 KA0480
 KA0480.The horizontal coordinates were scaled from a map and have
 KA0480.an estimated accuracy of +/- 6 seconds.
 KA0480
 KA0480.The orthometric height was determined by differential leveling and
 KA0480.adjusted by the NATIONAL GEODETIC SURVEY
 KA0480.in June 1991.
 KA0480
 KA0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0480.GEOID18 height accuracy estimate available here.
 KA0480
 KA0480.Click photographs - Photos may exist for this station.
 KA0480
 KA0480.The dynamic height is computed by dividing the NAVD 88
 KA0480.geopotential number by the normal gravity value computed on the
 KA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0480.degrees latitude (g = 980.6199 gals.).
 KA0480
 KA0480.The modeled gravity was interpolated from observed gravity values.
 KA0480
 KA0480;                    North         East    Units  Estimated Accuracy
 KA0480;SPC IN W     -   457,670.      925,210.      MT  (+/- 180 meters Scaled)
 KA0480
 KA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ180579(NAD 83)
 KA0480
 KA0480                          SUPERSEDED SURVEY CONTROL
 KA0480
 KA0480  NGVD 29 (??/??/92)  219.058  (m)          718.69   (f) ADJ UNCH    2 0
 KA0480
 KA0480.Superseded values are not recommended for survey control.
 KA0480
 KA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0480.See file dsdata.pdf to determine how the superseded data were derived.
 KA0480
 KA0480_MARKER: DB = BENCH MARK DISK
 KA0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0480_STAMPING: X 83 1946
 KA0480_MARK LOGO: CGS
 KA0480_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0480+STABILITY: SURFACE MOTION
 KA0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0480+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 KA0480
 KA0480  HISTORY     - Date     Condition        Report By
 KA0480  HISTORY     - 1946     MONUMENTED       CGS
 KA0480  HISTORY     - 20140214 GOOD             INDOT
 KA0480
 KA0480                          STATION DESCRIPTION
 KA0480
 KA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0480'0.8 MI SE FROM CUBA.
 KA0480'0.75 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SPENCER
 KA0480'FROM THE CUBA BAPTIST CHURCH AT CUBA, 141 FEET SOUTHWEST AND
 KA0480'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A TWO STORY FARM
 KA0480'HOUSE, 19 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 KA0480'OF THE ROAD, 15 FEET NORTH OF THE CENTER OF A GATE, 8.5 FEET
 KA0480'NORTH OF A T FENCE JUNCTION, 0.8 FOOT EAST OF A WIRE FENCE, AND
 KA0480'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KA0480'DISK, STAMPED X 83 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0480'PROJECTING 4 INCHES ABOVE GROUND.
 KA0480
 KA0480                          STATION RECOVERY (2014)
 KA0480
 KA0480'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (GK)
 KA0480'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0465 ***********************************************************************
 KA0465  DESIGNATION -  X 84
 KA0465  PID         -  KA0465
 KA0465  STATE/COUNTY-  IN/OWEN
 KA0465  COUNTRY     -  US
 KA0465  USGS QUAD   -  PATRICKSBURG (2019)
 KA0465
 KA0465                         *CURRENT SURVEY CONTROL
 KA0465  ______________________________________________________________________
 KA0465* NAD 83(1986) POSITION- 39 16 07.68   (N) 086 56 18.36   (W)   HD_HELD1
 KA0465* NAVD 88 ORTHO HEIGHT -   205.215 (meters)      673.28  (feet) ADJUSTED
 KA0465  ______________________________________________________________________
 KA0465  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KA0465  DYNAMIC HEIGHT  -        205.094 (meters)      672.88  (feet) COMP
 KA0465  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 KA0465
 KA0465  VERT ORDER      -  SECOND    CLASS 0
 KA0465
 KA0465.The horizontal coordinates were determined by differentially corrected
 KA0465.hand held GPS observations or other comparable positioning techniques
 KA0465.and have an estimated accuracy of +/- 3 meters.
 KA0465
 KA0465.The orthometric height was determined by differential leveling and
 KA0465.adjusted by the NATIONAL GEODETIC SURVEY
 KA0465.in June 1991.
 KA0465
 KA0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0465.GEOID18 height accuracy estimate available here.
 KA0465
 KA0465.Click photographs - Photos may exist for this station.
 KA0465
 KA0465.The dynamic height is computed by dividing the NAVD 88
 KA0465.geopotential number by the normal gravity value computed on the
 KA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0465.degrees latitude (g = 980.6199 gals.).
 KA0465
 KA0465.The modeled gravity was interpolated from observed gravity values.
 KA0465
 KA0465;                    North         East    Units  Estimated Accuracy
 KA0465;SPC IN W     -   446,347.0     912,504.1     MT  (+/- 3 meters HH1 GPS) 
 KA0465
 KA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0531046608(NAD 83)
 KA0465
 KA0465                          SUPERSEDED SURVEY CONTROL
 KA0465
 KA0465  NGVD 29 (??/??/92)  205.336  (m)          673.67   (f) ADJ UNCH    2 0
 KA0465
 KA0465.Superseded values are not recommended for survey control.
 KA0465
 KA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0465.See file dsdata.pdf to determine how the superseded data were derived.
 KA0465
 KA0465_MARKER: DB = BENCH MARK DISK
 KA0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0465_STAMPING: X 84 1946
 KA0465_MARK LOGO: CGS
 KA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0465+STABILITY: SURFACE MOTION
 KA0465
 KA0465  HISTORY     - Date     Condition        Report By
 KA0465  HISTORY     - 1946     MONUMENTED       CGS
 KA0465
 KA0465                          STATION DESCRIPTION
 KA0465
 KA0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0465'4 MI N FROM ARNEY.
 KA0465'4.05 MILES NORTH ALONG A GRAVEL ROAD LEADING TO PARTICKSBURG
 KA0465'FROM THE CROSS ROAD AT ARNEY, AT A CROSS ROAD (ABANDONED ROAD
 KA0465'LEADING EAST), SET IN THE NORTHEAST CORNER OF A CULTIVATED
 KA0465'FIELD, 31 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 KA0465'THE MAIN ROAD, 25 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KA0465'CENTER LINE OF THE ROAD LEADING WEST, 2 FEET EAST OF A WHITE
 KA0465'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 84 1946 AND SET
 KA0465'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE
 KA0465'REACHED FROM THE POST OFFICE AT PATRICKSBURG BY GOING 0.2 MILE EAST
 KA0465'ALONG STATE HIGHWAY 246, THENCE ABOUT 3.3 MILES SOUTH ALONG A
 KA0465'GRAVEL ROAD LEADING TO ARNEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0837 ***********************************************************************
 LB0837  DESIGNATION -  X 86
 LB0837  PID         -  LB0837
 LB0837  STATE/COUNTY-  IN/TIPPECANOE
 LB0837  COUNTRY     -  US
 LB0837  USGS QUAD   -  MULBERRY (2019)
 LB0837
 LB0837                         *CURRENT SURVEY CONTROL
 LB0837  ______________________________________________________________________
 LB0837* NAD 83(1986) POSITION- 40 20 56.     (N) 086 43 56.     (W)   SCALED
 LB0837* NAVD 88 ORTHO HEIGHT -   222.583 (meters)      730.26  (feet) ADJUSTED
 LB0837  ______________________________________________________________________
 LB0837  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 LB0837  DYNAMIC HEIGHT  -        222.470 (meters)      729.89  (feet) COMP
 LB0837  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 LB0837
 LB0837  VERT ORDER      -  SECOND    CLASS 0
 LB0837
 LB0837.The horizontal coordinates were scaled from a map and have
 LB0837.an estimated accuracy of +/- 6 seconds.
 LB0837
 LB0837.The orthometric height was determined by differential leveling and
 LB0837.adjusted by the NATIONAL GEODETIC SURVEY
 LB0837.in June 1991.
 LB0837
 LB0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0837.GEOID18 height accuracy estimate available here.
 LB0837
 LB0837.Click photographs - Photos may exist for this station.
 LB0837
 LB0837.The dynamic height is computed by dividing the NAVD 88
 LB0837.geopotential number by the normal gravity value computed on the
 LB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0837.degrees latitude (g = 980.6199 gals.).
 LB0837
 LB0837.The modeled gravity was interpolated from observed gravity values.
 LB0837
 LB0837;                    North         East    Units  Estimated Accuracy
 LB0837;SPC IN W     -   566,320.      929,830.      MT  (+/- 180 meters Scaled)
 LB0837
 LB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK227665(NAD 83)
 LB0837
 LB0837                          SUPERSEDED SURVEY CONTROL
 LB0837
 LB0837  NGVD 29 (??/??/92)  222.688  (m)          730.60   (f) ADJ UNCH    2 0
 LB0837
 LB0837.Superseded values are not recommended for survey control.
 LB0837
 LB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0837.See file dsdata.pdf to determine how the superseded data were derived.
 LB0837
 LB0837_MARKER: DB = BENCH MARK DISK
 LB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0837_STAMPING: X 86 1946
 LB0837_MARK LOGO: CGS
 LB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0837+STABILITY: SURFACE MOTION
 LB0837
 LB0837  HISTORY     - Date     Condition        Report By
 LB0837  HISTORY     - 1946     MONUMENTED       CGS
 LB0837  HISTORY     - 1956     GOOD             CGS
 LB0837  HISTORY     - 1977     GOOD             LOCENG
 LB0837  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0837
 LB0837                          STATION DESCRIPTION
 LB0837
 LB0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0837'4.3 MI N FROM MONROE.
 LB0837'ABOUT 4.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 LB0837'WITH U.S. HIGHWAY 52 AT MONROE, ABOUT 0.3 MILE NORTH OF AN
 LB0837'EAST-WEST CROSS ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LB0837'58 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE,
 LB0837'23 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 11 FEET
 LB0837'NORTHEAST OF A 24-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN
 LB0837'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.  A
 LB0837'STANDARD DISK, STAMPED X 86 1946 AND SET IN THE TOP OF A CONCRETE
 LB0837'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- 2.0 MILES SOUTHEAST
 LB0837'ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD FROM THE
 LB0837'STATION AT DAYTON, TIPPECANOE COUNTY, THENCE 1.1 MILE SOUTH
 LB0837'ALONG A GRAVEL ROAD.
 LB0837
 LB0837                          STATION RECOVERY (1956)
 LB0837
 LB0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 LB0837'RECOVERED IN GOOD CONDITION.
 LB0837
 LB0837                          STATION RECOVERY (1977)
 LB0837
 LB0837'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0837'RECOVERED IN GOOD CONDITION.
 LB0837
 LB0837                          STATION RECOVERY (2002)
 LB0837
 LB0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0837'MARK NOT FOUND, POSSIBLY PLOWED UNDER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0812 ***********************************************************************
 LB0812  DESIGNATION -  X 87
 LB0812  PID         -  LB0812
 LB0812  STATE/COUNTY-  IN/MONTGOMERY
 LB0812  COUNTRY     -  US
 LB0812  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0812
 LB0812                         *CURRENT SURVEY CONTROL
 LB0812  ______________________________________________________________________
 LB0812* NAD 83(1986) POSITION- 40 07 23.17   (N) 086 55 05.94   (W)   HD_HELD1
 LB0812* NAVD 88 ORTHO HEIGHT -   241.474 (meters)      792.24  (feet) ADJUSTED
 LB0812  ______________________________________________________________________
 LB0812  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 LB0812  DYNAMIC HEIGHT  -        241.345 (meters)      791.81  (feet) COMP
 LB0812  MODELED GRAVITY -    980,088.5   (mgal)                       NAVD 88
 LB0812
 LB0812  VERT ORDER      -  SECOND    CLASS 0
 LB0812
 LB0812.The horizontal coordinates were determined by differentially corrected
 LB0812.hand held GPS observations or other comparable positioning techniques
 LB0812.and have an estimated accuracy of +/- 3 meters.
 LB0812
 LB0812.The orthometric height was determined by differential leveling and
 LB0812.adjusted by the NATIONAL GEODETIC SURVEY
 LB0812.in June 1991.
 LB0812
 LB0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0812.GEOID18 height accuracy estimate available here.
 LB0812
 LB0812.Click photographs - Photos may exist for this station.
 LB0812
 LB0812.The dynamic height is computed by dividing the NAVD 88
 LB0812.geopotential number by the normal gravity value computed on the
 LB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0812.degrees latitude (g = 980.6199 gals.).
 LB0812
 LB0812.The modeled gravity was interpolated from observed gravity values.
 LB0812
 LB0812;                    North         East    Units  Estimated Accuracy
 LB0812;SPC IN W     -   541,199.1     914,065.6     MT  (+/- 3 meters HH1 GPS) 
 LB0812
 LB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0695941423(NAD 83)
 LB0812
 LB0812                          SUPERSEDED SURVEY CONTROL
 LB0812
 LB0812  NGVD 29 (??/??/92)  241.559  (m)          792.51   (f) ADJ UNCH    2 0
 LB0812
 LB0812.Superseded values are not recommended for survey control.
 LB0812
 LB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0812.See file dsdata.pdf to determine how the superseded data were derived.
 LB0812
 LB0812_MARKER: DB = BENCH MARK DISK
 LB0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0812_STAMPING: X 87 1946
 LB0812_MARK LOGO: CGS
 LB0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0812+STABILITY: SURFACE MOTION
 LB0812
 LB0812  HISTORY     - Date     Condition        Report By
 LB0812  HISTORY     - 1946     MONUMENTED       CGS
 LB0812
 LB0812                          STATION DESCRIPTION
 LB0812
 LB0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0812'1.4 MI SW FROM CHERRY GROVE.
 LB0812'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0812'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 0.7 MILE WEST ALONG A
 LB0812'GRAVEL ROAD LEADING TO ELMDALE, ABOUT 0.25 MILE EAST OF A
 LB0812'NORTH-SOUTH GRAVEL ROAD, 125 FEET NORTHWEST OF THE CENTER LINE
 LB0812'OF THE JUNCTION OF A DRIVE WAY LEADING TO A TWO STORY WHITE HOUSE,
 LB0812'31 FEET WEST OF A 24 INCH HICKORY TREE, 18 FEET NORTH OF AND
 LB0812'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHEAST
 LB0812'OF A CORNER FENCE POST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LB0812'POST.  A STANDARD DISK, STAMPED X 87 1946 AND SET IN THE TOP OF
 LB0812'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1674 ***********************************************************************
 LB1674  DESIGNATION -  X 88 RESET
 LB1674  PID         -  LB1674
 LB1674  STATE/COUNTY-  IN/TIPPECANOE
 LB1674  COUNTRY     -  US
 LB1674  USGS QUAD   -  WESTPOINT (2019)
 LB1674
 LB1674                         *CURRENT SURVEY CONTROL
 LB1674  ______________________________________________________________________
 LB1674* NAD 83(1986) POSITION- 40 15 32.     (N) 087 01 52.     (W)   SCALED
 LB1674* NAVD 88 ORTHO HEIGHT -   229.67  (meters)      753.5   (feet) RESET
 LB1674  ______________________________________________________________________
 LB1674  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 LB1674  VERT ORDER      -  THIRD
 LB1674
 LB1674.The horizontal coordinates were scaled from a map and have
 LB1674.an estimated accuracy of +/- 6 seconds.
 LB1674
 LB1674.The orthometric height was computed from unverified reset data.
 LB1674
 LB1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1674.GEOID18 height accuracy estimate available here.
 LB1674
 LB1674.Click photographs - Photos may exist for this station.
 LB1674
 LB1674;                    North         East    Units  Estimated Accuracy
 LB1674;SPC IN W     -   556,260.      904,440.      MT  (+/- 180 meters Scaled)
 LB1674
 LB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK973564(NAD 83)
 LB1674
 LB1674                          SUPERSEDED SURVEY CONTROL
 LB1674
 LB1674  NGVD 29 (??/??/??)  229.75   (m)          753.8    (f) RESET       3  
 LB1674
 LB1674.Superseded values are not recommended for survey control.
 LB1674
 LB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1674.See file dsdata.pdf to determine how the superseded data were derived.
 LB1674
 LB1674_MARKER: DB = BENCH MARK DISK
 LB1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1674_STAMPING: X 88 RESET 1968
 LB1674_MARK LOGO: CGS
 LB1674_PROJECTION: PROJECTING 8 CENTIMETERS
 LB1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1674+STABILITY: SURFACE MOTION
 LB1674
 LB1674  HISTORY     - Date     Condition        Report By
 LB1674  HISTORY     - 1968     MONUMENTED       CGS
 LB1674
 LB1674                          STATION DESCRIPTION
 LB1674
 LB1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB1674'4 MI E FROM ODELL.
 LB1674'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 28 AT ODELL,
 LB1674'GO EASTERLY ON HIGHWAY 28 FOR 3.9 MILES TO THE JACKSON HEIGHTS
 LB1674'METHODIST CHURCH ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR
 LB1674'0.1 MILE TO THE MARK ON THE RIGHT.  IT IS 48 FEET WEST OF THE
 LB1674'MAIN ENTRANCE TO THE OLD SCHOOL BUILDING, 27 FEET SOUTH OF THE
 LB1674'CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST OF A 24 INCH OAK TREE
 LB1674'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE DISK IS SET IN THE
 LB1674'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0818 ***********************************************************************
 LB0818  DESIGNATION -  X 89 RESET
 LB0818  PID         -  LB0818
 LB0818  STATE/COUNTY-  IN/TIPPECANOE
 LB0818  COUNTRY     -  US
 LB0818  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0818
 LB0818                         *CURRENT SURVEY CONTROL
 LB0818  ______________________________________________________________________
 LB0818* NAD 83(1986) POSITION- 40 23 23.     (N) 086 54 15.     (W)   SCALED
 LB0818* NAVD 88 ORTHO HEIGHT -   196.34  (meters)      644.2   (feet) RESET
 LB0818  ______________________________________________________________________
 LB0818  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 LB0818  VERT ORDER      -  THIRD
 LB0818
 LB0818.The horizontal coordinates were scaled from a map and have
 LB0818.an estimated accuracy of +/- 6 seconds.
 LB0818
 LB0818.The orthometric height was computed from unverified reset data.
 LB0818
 LB0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0818.GEOID18 height accuracy estimate available here.
 LB0818
 LB0818.Click photographs - Photos may exist for this station.
 LB0818
 LB0818;                    North         East    Units  Estimated Accuracy
 LB0818;SPC IN W     -   570,810.      915,210.      MT  (+/- 180 meters Scaled)
 LB0818
 LB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081710(NAD 83)
 LB0818
 LB0818                          SUPERSEDED SURVEY CONTROL
 LB0818
 LB0818  NGVD 29 (??/??/??)  196.42   (m)          644.4    (f) RESET       3  
 LB0818
 LB0818.Superseded values are not recommended for survey control.
 LB0818
 LB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0818.See file dsdata.pdf to determine how the superseded data were derived.
 LB0818
 LB0818_MARKER: DB = BENCH MARK DISK
 LB0818_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0818_SP_SET: CULVERT HEADWALL
 LB0818_STAMPING: X 89 RESET 1960
 LB0818_MARK LOGO: CGS
 LB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0818+STABILITY: SURFACE MOTION
 LB0818
 LB0818  HISTORY     - Date     Condition        Report By
 LB0818  HISTORY     - 1960     MONUMENTED       INHD
 LB0818
 LB0818                          STATION DESCRIPTION
 LB0818
 LB0818'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1960
 LB0818'2.2 MI S FROM LA FAYETTE.
 LB0818'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE
 LB0818'AT LA FAYETTE, AT THE INTERSECTION OF STATE HIGHWAY 25.  SET
 LB0818'IN THE NORTH END OF THE EAST HEAD WALL OF A B.C.C.M. PIPE CULVERT
 LB0818'UNDER STATE HIGHWAY 43, 34.7 FEET EAST OF THE CENTERLINE OF
 LB0818'HIGHWAY 43, 0.9 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL
 LB0818'AND ABOUT LEVEL WITH THE EDGE OF HIGHWAY 43.  A STANDARD DISK
 LB0818'STAMPED X 89 RESET 1960.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1661 ***********************************************************************
 HZ1661  DESIGNATION -  X 9
 HZ1661  PID         -  HZ1661
 HZ1661  STATE/COUNTY-  IN/JACKSON
 HZ1661  COUNTRY     -  US
 HZ1661  USGS QUAD   -  SEYMOUR (2019)
 HZ1661
 HZ1661                         *CURRENT SURVEY CONTROL
 HZ1661  ______________________________________________________________________
 HZ1661* NAD 83(1986) POSITION- 38 58 03.     (N) 085 53 04.     (W)   SCALED
 HZ1661* NAVD 88 ORTHO HEIGHT -   186.160 (meters)      610.76  (feet) ADJUSTED
 HZ1661  ______________________________________________________________________
 HZ1661  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 HZ1661  DYNAMIC HEIGHT  -        186.043 (meters)      610.38  (feet) COMP
 HZ1661  MODELED GRAVITY -    979,996.0   (mgal)                       NAVD 88
 HZ1661
 HZ1661  VERT ORDER      -  FIRST     CLASS II
 HZ1661
 HZ1661.The horizontal coordinates were scaled from a map and have
 HZ1661.an estimated accuracy of +/- 6 seconds.
 HZ1661
 HZ1661.The orthometric height was determined by differential leveling and
 HZ1661.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1661.in June 1991.
 HZ1661
 HZ1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1661.GEOID18 height accuracy estimate available here.
 HZ1661
 HZ1661.Click photographs - Photos may exist for this station.
 HZ1661
 HZ1661.The dynamic height is computed by dividing the NAVD 88
 HZ1661.geopotential number by the normal gravity value computed on the
 HZ1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1661.degrees latitude (g = 980.6199 gals.).
 HZ1661
 HZ1661.The modeled gravity was interpolated from observed gravity values.
 HZ1661
 HZ1661;                    North         East    Units  Estimated Accuracy
 HZ1661;SPC IN E     -   412,910.       81,130.      MT  (+/- 180 meters Scaled)
 HZ1661
 HZ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ966137(NAD 83)
 HZ1661
 HZ1661                          SUPERSEDED SURVEY CONTROL
 HZ1661
 HZ1661  NGVD 29 (??/??/92)  186.280  (m)          611.15   (f) ADJ UNCH    1 2
 HZ1661
 HZ1661.Superseded values are not recommended for survey control.
 HZ1661
 HZ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1661.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1661
 HZ1661_MARKER: DB = BENCH MARK DISK
 HZ1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1661_STAMPING: 611.154 X 9 1930
 HZ1661_MARK LOGO: CGS
 HZ1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1661+STABILITY: SURFACE MOTION
 HZ1661
 HZ1661  HISTORY     - Date     Condition        Report By
 HZ1661  HISTORY     - 1930     MONUMENTED       CGS
 HZ1661  HISTORY     - 1934     GOOD             CGS
 HZ1661  HISTORY     - 20221013 MARK NOT FOUND   INDOT
 HZ1661
 HZ1661                          STATION DESCRIPTION
 HZ1661
 HZ1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1661'AT SEYMOUR.
 HZ1661'AT SEYMOUR, JACKSON COUNTY, ON THE ABANDONED INTERSTATE PUBLIC
 HZ1661'SERVICE CO. RAILWAY, AT THE CROSSING OF THE CHICAGO, MILWAUKEE,
 HZ1661'ST. PAUL AND PACIFIC RAILROAD, AT A STOP SIGN, 54.7 FEET EAST
 HZ1661'OF THE BANDONED RAILWAY, 11 FEET NORTH OF THE NORTH RAIL OF THE
 HZ1661'C.M. ST. P. AND P.R.R., AND AT THE INTERSECTION OF NORTH BUSH
 HZ1661'AND EAST EIGHTH STREETS.  A STANDARD DISK, STAMPED 611.154 X 9
 HZ1661'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HZ1661'ABOVE GROUND.
 HZ1661
 HZ1661                          STATION RECOVERY (2022)
 HZ1661
 HZ1661'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 HZ1661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1559 ***********************************************************************
 KA1559  DESIGNATION -  X 91
 KA1559  PID         -  KA1559
 KA1559  STATE/COUNTY-  IN/VERMILLION
 KA1559  COUNTRY     -  US
 KA1559  USGS QUAD   -  NEWPORT (2019)
 KA1559
 KA1559                         *CURRENT SURVEY CONTROL
 KA1559  ______________________________________________________________________
 KA1559* NAD 83(1986) POSITION- 39 59 31.     (N) 087 27 38.     (W)   SCALED
 KA1559* NAVD 88 ORTHO HEIGHT -   167.089 (meters)      548.19  (feet) ADJUSTED
 KA1559  ______________________________________________________________________
 KA1559  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 KA1559  DYNAMIC HEIGHT  -        167.002 (meters)      547.91  (feet) COMP
 KA1559  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 KA1559
 KA1559  VERT ORDER      -  SECOND    CLASS 0
 KA1559
 KA1559.The horizontal coordinates were scaled from a map and have
 KA1559.an estimated accuracy of +/- 6 seconds.
 KA1559
 KA1559.The orthometric height was determined by differential leveling and
 KA1559.adjusted by the NATIONAL GEODETIC SURVEY
 KA1559.in June 1991.
 KA1559
 KA1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1559.GEOID18 height accuracy estimate available here.
 KA1559
 KA1559.Click photographs - Photos may exist for this station.
 KA1559
 KA1559.The dynamic height is computed by dividing the NAVD 88
 KA1559.geopotential number by the normal gravity value computed on the
 KA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1559.degrees latitude (g = 980.6199 gals.).
 KA1559
 KA1559.The modeled gravity was interpolated from observed gravity values.
 KA1559
 KA1559;                    North         East    Units  Estimated Accuracy
 KA1559;SPC IN W     -   526,690.      867,790.      MT  (+/- 180 meters Scaled)
 KA1559
 KA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK606269(NAD 83)
 KA1559
 KA1559                          SUPERSEDED SURVEY CONTROL
 KA1559
 KA1559  NGVD 29 (??/??/92)  167.143  (m)          548.37   (f) ADJ UNCH    2 0
 KA1559
 KA1559.Superseded values are not recommended for survey control.
 KA1559
 KA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1559.See file dsdata.pdf to determine how the superseded data were derived.
 KA1559
 KA1559_MARKER: DB = BENCH MARK DISK
 KA1559_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA1559+WITH SETTING: PAVEMENT
 KA1559_SP_SET: SIGNAL TOWER BASE
 KA1559_STAMPING: X 91 1938
 KA1559_MARK LOGO: CGS
 KA1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1559+STABILITY: SURFACE MOTION
 KA1559
 KA1559  HISTORY     - Date     Condition        Report By
 KA1559  HISTORY     - 1938     MONUMENTED       CGS
 KA1559  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1559
 KA1559                          STATION DESCRIPTION
 KA1559
 KA1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1559'3 MI NW FROM CAYUGA.
 KA1559'ABOUT 3 MILES NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS
 KA1559'RAILROAD FROM THE STATION AT CUYUGA, VERMILLION COUNTY, 3.8
 KA1559'MILES SOUTHEAST OF PERRYSVILLE, 5-1/3 POLES SOUTH OF MILEPOST
 KA1559'138, ACROSS THE TRACK FROM SEMAPHORE 138.2, ON THE NORTHWEST
 KA1559'CORNER OF THE CONCRETE BASE OF THE SIGNAL CONTROL, 50 FEET
 KA1559'SOUTHEAST OF POLE 138/5, AND 10 FEET WEST OF THE WEST RAIL.  A
 KA1559'STANDARD DISK, STAMPED X 91 1938.
 KA1559
 KA1559                          STATION RECOVERY (1986)
 KA1559
 KA1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2123 ***********************************************************************
 JZ2123  DESIGNATION -  X 92 RESET
 JZ2123  PID         -  JZ2123
 JZ2123  STATE/COUNTY-  IN/JENNINGS
 JZ2123  COUNTRY     -  US
 JZ2123  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2123
 JZ2123                         *CURRENT SURVEY CONTROL
 JZ2123  ______________________________________________________________________
 JZ2123* NAD 83(1986) POSITION- 39 02 02.     (N) 085 30 45.     (W)   SCALED
 JZ2123* NAVD 88 ORTHO HEIGHT -   247.35  (+/-2cm)      811.5   (feet) VERTCON3
 JZ2123  ______________________________________________________________________
 JZ2123  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 JZ2123  VERT ORDER      -  THIRD (See Below)
 JZ2123
 JZ2123.The horizontal coordinates were scaled from a map and have
 JZ2123.an estimated accuracy of +/- 6 seconds.
 JZ2123
 JZ2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2123
 JZ2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2123.GEOID18 height accuracy estimate available here.
 JZ2123
 JZ2123.The vertical order pertains to the NGVD 29 superseded value.
 JZ2123
 JZ2123.Click photographs - Photos may exist for this station.
 JZ2123
 JZ2123;                    North         East    Units  Estimated Accuracy
 JZ2123;SPC IN E     -   420,270.      113,350.      MT  (+/- 180 meters Scaled)
 JZ2123
 JZ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ287215(NAD 83)
 JZ2123
 JZ2123                          SUPERSEDED SURVEY CONTROL
 JZ2123
 JZ2123  NGVD 29 (??/??/??)  247.47   (m)          811.9    (f) RESET       3  
 JZ2123
 JZ2123.Superseded values are not recommended for survey control.
 JZ2123
 JZ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2123.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2123
 JZ2123_MARKER: DB = BENCH MARK DISK
 JZ2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2123_STAMPING: X 92 RESET 1957
 JZ2123_MARK LOGO: CGS
 JZ2123_PROJECTION: FLUSH
 JZ2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2123+STABILITY: SURFACE MOTION
 JZ2123
 JZ2123  HISTORY     - Date     Condition        Report By
 JZ2123  HISTORY     - 1957     MONUMENTED       CGS
 JZ2123  HISTORY     - 1957     GOOD             CGS
 JZ2123
 JZ2123                          STATION DESCRIPTION
 JZ2123
 JZ2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JZ2123'6.4 MI E FROM NORTH VERNON.
 JZ2123'6.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2123'STATION AT NORTH VERNON, AT THE FIFTH POLE SOUTHWEST OF THE
 JZ2123'STATION AT BUTLERVILLE, 3 RAILS SOUTHWEST OF A CROSSING, 46 FEET
 JZ2123'WEST OF THE NORTHWEST CORNER OF A WHITE HOUSE, 45.2 FEET SOUTHWEST
 JZ2123'OF SIGNAL NO. 655, 28.3 FEET SOUTHEAST OF SOUTHEAST RAIL, 6.4
 JZ2123'FEET EAST OF THE CENTER OF TELEPHONE POLE NO. 65-35, ABOUT 1
 JZ2123'FOOT ABOVE LEVEL OF TRACK, SET IN THE TOP OF A CAST IN PLACE
 JZ2123'CONCRETE POST, FLUSH WITH GROUND.  THESE POLES ARE NUMBERED EVERY
 JZ2123'TENTH POLE FROM MILE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1709 ***********************************************************************
 LB1709  DESIGNATION -  X 94
 LB1709  PID         -  LB1709
 LB1709  STATE/COUNTY-  IN/BENTON
 LB1709  COUNTRY     -  US
 LB1709  USGS QUAD   -  OTTERBEIN (2019)
 LB1709
 LB1709                         *CURRENT SURVEY CONTROL
 LB1709  ______________________________________________________________________
 LB1709* NAD 83(1986) POSITION- 40 29 19.     (N) 087 05 44.     (W)   SCALED
 LB1709* NAVD 88 ORTHO HEIGHT -   216.219 (meters)      709.38  (feet) ADJUSTED
 LB1709  ______________________________________________________________________
 LB1709  GEOID HEIGHT    -        -33.558 (meters)                     GEOID18
 LB1709  DYNAMIC HEIGHT  -        216.113 (meters)      709.03  (feet) COMP
 LB1709  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 LB1709
 LB1709  VERT ORDER      -  SECOND    CLASS 0
 LB1709
 LB1709.The horizontal coordinates were scaled from a map and have
 LB1709.an estimated accuracy of +/- 6 seconds.
 LB1709
 LB1709.The orthometric height was determined by differential leveling and
 LB1709.adjusted by the NATIONAL GEODETIC SURVEY
 LB1709.in June 1991.
 LB1709
 LB1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1709.GEOID18 height accuracy estimate available here.
 LB1709
 LB1709.Click photographs - Photos may exist for this station.
 LB1709
 LB1709.The dynamic height is computed by dividing the NAVD 88
 LB1709.geopotential number by the normal gravity value computed on the
 LB1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1709.degrees latitude (g = 980.6199 gals.).
 LB1709
 LB1709.The modeled gravity was interpolated from observed gravity values.
 LB1709
 LB1709;                    North         East    Units  Estimated Accuracy
 LB1709;SPC IN W     -   581,770.      898,960.      MT  (+/- 180 meters Scaled)
 LB1709
 LB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK919819(NAD 83)
 LB1709
 LB1709                          SUPERSEDED SURVEY CONTROL
 LB1709
 LB1709  NGVD 29 (??/??/92)  216.294  (m)          709.62   (f) ADJ UNCH    2 0
 LB1709
 LB1709.Superseded values are not recommended for survey control.
 LB1709
 LB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1709.See file dsdata.pdf to determine how the superseded data were derived.
 LB1709
 LB1709_MARKER: DB = BENCH MARK DISK
 LB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1709_STAMPING: X 94 1946
 LB1709_MARK LOGO: CGS
 LB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1709+STABILITY: SURFACE MOTION
 LB1709
 LB1709  HISTORY     - Date     Condition        Report By
 LB1709  HISTORY     - 1946     MONUMENTED       CGS
 LB1709  HISTORY     - 1961     POOR             USGS
 LB1709
 LB1709                          STATION DESCRIPTION
 LB1709
 LB1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1709'AT OTTERBEIN.
 LB1709'AT OTTERBEIN, ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LB1709'105 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH BLACK TOP STREET,
 LB1709'62 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACKS FROM THE NORTHWEST
 LB1709'CORNER OF THE STATION, 27.5 FEET NORTH OF THE NORTH RAIL OF THE
 LB1709'WEST BOUND TRACK, 12 FEET SOUTH OF THE CENTER OF AN UNGRADED
 LB1709'ROAD, 2.5 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE
 LB1709'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACKS.  A STANDARD
 LB1709'DISK, STAMPED X 94 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1709'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- LEANING OVER AT 45 DEG
 LB1709'ANGLE.
 LB1709
 LB1709                          STATION RECOVERY (1961)
 LB1709
 LB1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LB1709'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1659 ***********************************************************************
 LB1659  DESIGNATION -  X 95
 LB1659  PID         -  LB1659
 LB1659  STATE/COUNTY-  IN/WARREN
 LB1659  COUNTRY     -  US
 LB1659  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1659
 LB1659                         *CURRENT SURVEY CONTROL
 LB1659  ______________________________________________________________________
 LB1659* NAD 83(1986) POSITION- 40 17 17.0    (N) 087 17 37.3    (W)   HD_HELD2
 LB1659* NAVD 88 ORTHO HEIGHT -   192.064 (meters)      630.13  (feet) ADJUSTED
 LB1659  ______________________________________________________________________
 LB1659  GEOID HEIGHT    -        -33.224 (meters)                     GEOID18
 LB1659  DYNAMIC HEIGHT  -        191.967 (meters)      629.81  (feet) COMP
 LB1659  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 LB1659
 LB1659  VERT ORDER      -  SECOND    CLASS 0
 LB1659
 LB1659.The horizontal coordinates were established by autonomous hand held GPS
 LB1659.observations and have an estimated accuracy of +/- 10 meters.
 LB1659
 LB1659.The orthometric height was determined by differential leveling and
 LB1659.adjusted by the NATIONAL GEODETIC SURVEY
 LB1659.in June 1991.
 LB1659
 LB1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1659.GEOID18 height accuracy estimate available here.
 LB1659
 LB1659.Click photographs - Photos may exist for this station.
 LB1659
 LB1659.The dynamic height is computed by dividing the NAVD 88
 LB1659.geopotential number by the normal gravity value computed on the
 LB1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1659.degrees latitude (g = 980.6199 gals.).
 LB1659
 LB1659.The modeled gravity was interpolated from observed gravity values.
 LB1659
 LB1659;                    North         East    Units  Estimated Accuracy
 LB1659;SPC IN W     -   559,523.      882,113.      MT  (+/- 10 meters HH2 GPS)
 LB1659
 LB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7503559770(NAD 83)
 LB1659
 LB1659                          SUPERSEDED SURVEY CONTROL
 LB1659
 LB1659  NGVD 29 (??/??/92)  192.127  (m)          630.34   (f) ADJ UNCH    2 0
 LB1659
 LB1659.Superseded values are not recommended for survey control.
 LB1659
 LB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1659.See file dsdata.pdf to determine how the superseded data were derived.
 LB1659
 LB1659_MARKER: DB = BENCH MARK DISK
 LB1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1659_SP_SET: BUILDING
 LB1659_STAMPING: X 95 1946
 LB1659_MARK LOGO: CGS
 LB1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1659+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 LB1659
 LB1659  HISTORY     - Date     Condition        Report By
 LB1659  HISTORY     - 1946     MONUMENTED       CGS
 LB1659  HISTORY     - 20200724 GOOD             WSRR
 LB1659
 LB1659                          STATION DESCRIPTION
 LB1659
 LB1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1659'AT WILLIAMSPORT.
 LB1659'AT WILLIAMSPORT, AT THE NORTHEAST CORNER OF THE WARREN COUNTY
 LB1659'COURT HOUSE, 0.8 FOOT SOUTH OF THE NORTHEAST CORNER, AND 2.2 FEET
 LB1659'ABOVE THE GROUND.  A STANDARD DISK, STAMPED X 95 1946 AND SET
 LB1659'VERTICALLY.
 LB1659
 LB1659                          STATION RECOVERY (2020)
 LB1659
 LB1659'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2020 (MFM)
 LB1659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1705 ***********************************************************************
 LB1705  DESIGNATION -  X 96
 LB1705  PID         -  LB1705
 LB1705  STATE/COUNTY-  IN/FOUNTAIN
 LB1705  COUNTRY     -  US
 LB1705  USGS QUAD   -  MELLOTT (2019)
 LB1705
 LB1705                         *CURRENT SURVEY CONTROL
 LB1705  ______________________________________________________________________
 LB1705* NAD 83(1986) POSITION- 40 13 45.     (N) 087 10 51.     (W)   SCALED
 LB1705* NAVD 88 ORTHO HEIGHT -   205.661 (meters)      674.74  (feet) ADJUSTED
 LB1705  ______________________________________________________________________
 LB1705  GEOID HEIGHT    -        -33.281 (meters)                     GEOID18
 LB1705  DYNAMIC HEIGHT  -        205.556 (meters)      674.40  (feet) COMP
 LB1705  MODELED GRAVITY -    980,112.1   (mgal)                       NAVD 88
 LB1705
 LB1705  VERT ORDER      -  SECOND    CLASS 0
 LB1705
 LB1705.The horizontal coordinates were scaled from a map and have
 LB1705.an estimated accuracy of +/- 6 seconds.
 LB1705
 LB1705.The orthometric height was determined by differential leveling and
 LB1705.adjusted by the NATIONAL GEODETIC SURVEY
 LB1705.in June 1991.
 LB1705
 LB1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1705.GEOID18 height accuracy estimate available here.
 LB1705
 LB1705.Click photographs - Photos may exist for this station.
 LB1705
 LB1705.The dynamic height is computed by dividing the NAVD 88
 LB1705.geopotential number by the normal gravity value computed on the
 LB1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1705.degrees latitude (g = 980.6199 gals.).
 LB1705
 LB1705.The modeled gravity was interpolated from observed gravity values.
 LB1705
 LB1705;                    North         East    Units  Estimated Accuracy
 LB1705;SPC IN W     -   552,970.      891,700.      MT  (+/- 180 meters Scaled)
 LB1705
 LB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK846532(NAD 83)
 LB1705
 LB1705                          SUPERSEDED SURVEY CONTROL
 LB1705
 LB1705  NGVD 29 (??/??/92)  205.738  (m)          674.99   (f) ADJ UNCH    2 0
 LB1705
 LB1705.Superseded values are not recommended for survey control.
 LB1705
 LB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1705.See file dsdata.pdf to determine how the superseded data were derived.
 LB1705
 LB1705_MARKER: DB = BENCH MARK DISK
 LB1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1705_STAMPING: X 96 1946
 LB1705_MARK LOGO: CGS
 LB1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1705+STABILITY: SURFACE MOTION
 LB1705
 LB1705  HISTORY     - Date     Condition        Report By
 LB1705  HISTORY     - 1946     MONUMENTED       CGS
 LB1705  HISTORY     - 20041014 MARK NOT FOUND   INDOT
 LB1705
 LB1705                          STATION DESCRIPTION
 LB1705
 LB1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1705'2.6 MI NW FROM NEWTON.
 LB1705'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 LB1705'OFFICE AT NEWTOWN, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LB1705'WEST, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 14 FOOT
 LB1705'NARROW CONCRETE BRIDGE, 25 FEET EAST OF THE CENTER LINE OF THE
 LB1705'HIGHWAY, 15 FEET SOUTH OF A TWIN TRUNK TREE IN THE FENCE LINE,
 LB1705'13 FEET NORTH OF THE CENTER OF A GATE, 2 FEET NORTH OF A WHITE
 LB1705'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 LB1705'HIGHWAY.  A STANDARD DISK, STAMPED X 96 1946 AND SET IN THE TOP
 LB1705'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1705
 LB1705                          STATION RECOVERY (2004)
 LB1705
 LB1705'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2004
 LB1705'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1535 ***********************************************************************
 LB1535  DESIGNATION -  X 97
 LB1535  PID         -  LB1535
 LB1535  STATE/COUNTY-  IN/FOUNTAIN
 LB1535  COUNTRY     -  US
 LB1535  USGS QUAD   -  ATTICA (2019)
 LB1535
 LB1535                         *CURRENT SURVEY CONTROL
 LB1535  ______________________________________________________________________
 LB1535* NAD 83(1986) POSITION- 40 15 04.     (N) 087 14 36.     (W)   SCALED
 LB1535* NAVD 88 ORTHO HEIGHT -   195.628 (meters)      641.82  (feet) ADJUSTED
 LB1535  ______________________________________________________________________
 LB1535  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 LB1535  DYNAMIC HEIGHT  -        195.529 (meters)      641.50  (feet) COMP
 LB1535  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 LB1535
 LB1535  VERT ORDER      -  SECOND    CLASS 0
 LB1535
 LB1535.The horizontal coordinates were scaled from a map and have
 LB1535.an estimated accuracy of +/- 6 seconds.
 LB1535
 LB1535.The orthometric height was determined by differential leveling and
 LB1535.adjusted by the NATIONAL GEODETIC SURVEY
 LB1535.in June 1991.
 LB1535
 LB1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1535.GEOID18 height accuracy estimate available here.
 LB1535
 LB1535.Click photographs - Photos may exist for this station.
 LB1535
 LB1535.The dynamic height is computed by dividing the NAVD 88
 LB1535.geopotential number by the normal gravity value computed on the
 LB1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1535.degrees latitude (g = 980.6199 gals.).
 LB1535
 LB1535.The modeled gravity was interpolated from observed gravity values.
 LB1535
 LB1535;                    North         East    Units  Estimated Accuracy
 LB1535;SPC IN W     -   555,410.      886,390.      MT  (+/- 180 meters Scaled)
 LB1535
 LB1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793556(NAD 83)
 LB1535
 LB1535                          SUPERSEDED SURVEY CONTROL
 LB1535
 LB1535  NGVD 29 (??/??/92)  195.701  (m)          642.06   (f) ADJ UNCH    2 0
 LB1535
 LB1535.Superseded values are not recommended for survey control.
 LB1535
 LB1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1535.See file dsdata.pdf to determine how the superseded data were derived.
 LB1535
 LB1535_MARKER: DB = BENCH MARK DISK
 LB1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1535_STAMPING: X 97 1946
 LB1535_MARK LOGO: CGS
 LB1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1535+STABILITY: SURFACE MOTION
 LB1535
 LB1535  HISTORY     - Date     Condition        Report By
 LB1535  HISTORY     - 1946     MONUMENTED       CGS
 LB1535  HISTORY     - 1958     MARK NOT FOUND   CGS
 LB1535
 LB1535                          STATION DESCRIPTION
 LB1535
 LB1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1535'3.2 MI S FROM ATTICA.
 LB1535'ABOUT 3.15 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1535'AT ATTICA, ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE
 LB1535'JUNCTION OF HIGHWAY 41 AND STATE HIGHWAY 55 AT ROB ROY, 0.1
 LB1535'MILE SOUTH OF THE ENTRANCE TO THE ATTICA FLYING SERVICE AIR
 LB1535'FIELD, AT THE SOUTHWEST CORNER OF THE FIELD, 51.5 FEET EAST OF
 LB1535'THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE FENCE
 LB1535'CORNER AROUND THE FIELD, 20 FEET NORTHEAST OF THE NORTH END OF
 LB1535'THE EAST CONCRETE HEAD WALL OF A DOUBLE TILE PIPE CULVERT, 2
 LB1535'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 LB1535'THE HIGHWAY.  A STANDARD DISK, STAMPED X 97 1946 AND SET IN THE
 LB1535'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1535
 LB1535                          STATION RECOVERY (1958)
 LB1535
 LB1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LB1535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1577 ***********************************************************************
 LB1577  DESIGNATION -  X 99
 LB1577  PID         -  LB1577
 LB1577  STATE/COUNTY-  IN/WARREN
 LB1577  COUNTRY     -  US
 LB1577  USGS QUAD   -  COVINGTON (2019)
 LB1577
 LB1577                         *CURRENT SURVEY CONTROL
 LB1577  ______________________________________________________________________
 LB1577* NAD 83(1986) POSITION- 40 10 41.     (N) 087 26 14.     (W)   SCALED
 LB1577* NAVD 88 ORTHO HEIGHT -   155.588 (meters)      510.46  (feet) ADJUSTED
 LB1577  ______________________________________________________________________
 LB1577  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 LB1577  DYNAMIC HEIGHT  -        155.509 (meters)      510.20  (feet) COMP
 LB1577  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 LB1577
 LB1577  VERT ORDER      -  SECOND    CLASS 0
 LB1577
 LB1577.The horizontal coordinates were scaled from a map and have
 LB1577.an estimated accuracy of +/- 6 seconds.
 LB1577
 LB1577.The orthometric height was determined by differential leveling and
 LB1577.adjusted by the NATIONAL GEODETIC SURVEY
 LB1577.in June 1991.
 LB1577
 LB1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1577.GEOID18 height accuracy estimate available here.
 LB1577
 LB1577.Click photographs - Photos may exist for this station.
 LB1577
 LB1577.The dynamic height is computed by dividing the NAVD 88
 LB1577.geopotential number by the normal gravity value computed on the
 LB1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1577.degrees latitude (g = 980.6199 gals.).
 LB1577
 LB1577.The modeled gravity was interpolated from observed gravity values.
 LB1577
 LB1577;                    North         East    Units  Estimated Accuracy
 LB1577;SPC IN W     -   547,350.      869,860.      MT  (+/- 180 meters Scaled)
 LB1577
 LB1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK627476(NAD 83)
 LB1577
 LB1577                          SUPERSEDED SURVEY CONTROL
 LB1577
 LB1577  NGVD 29 (??/??/92)  155.645  (m)          510.65   (f) ADJ UNCH    2 0
 LB1577
 LB1577.Superseded values are not recommended for survey control.
 LB1577
 LB1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1577.See file dsdata.pdf to determine how the superseded data were derived.
 LB1577
 LB1577_MARKER: DB = BENCH MARK DISK
 LB1577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1577_SP_SET: CULVERT HEADWALL
 LB1577_STAMPING: X 99 1946
 LB1577_MARK LOGO: CGS
 LB1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1577+STABILITY: SURFACE MOTION
 LB1577
 LB1577  HISTORY     - Date     Condition        Report By
 LB1577  HISTORY     - 1946     MONUMENTED       CGS
 LB1577
 LB1577                          STATION DESCRIPTION
 LB1577
 LB1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1577'5.3 MI NW FROM COVINGTON.
 LB1577'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 34 FROM THE COURT
 LB1577'HOUSE AT COVINGTON, THENCE ABOUT 2.55 MILES NORTH ALONG STATE
 LB1577'HIGHWAY 63, SET IN THE NORTHEAST END OF THE NORTHWEST HEAD WALL
 LB1577'OF A 4 FOOT CORRUGATED PIPE CULVERT, ABOUT IN LINE WITH THE CENTER
 LB1577'LINE OF AN UNGRADED FARM ROAD LEADING EAST, 25 FEET NORTHWEST
 LB1577'OF THE CENTER LINE OF THE HIGHWAY, 1.2 FOOT SOUTHWEST OF
 LB1577'THE NORTHEAST END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW
 LB1577'THE HIGHWAY.  A STANDARD DISK, STAMPED X 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0695 ***********************************************************************
 JA0695  DESIGNATION -  Y
 JA0695  PID         -  JA0695
 JA0695  STATE/COUNTY-  IN/MARTIN
 JA0695  COUNTRY     -  US
 JA0695  USGS QUAD   -  SHOALS (2019)
 JA0695
 JA0695                         *CURRENT SURVEY CONTROL
 JA0695  ______________________________________________________________________
 JA0695* NAD 83(1986) POSITION- 38 40 12.1    (N) 086 47 50.7    (W)   HD_HELD2
 JA0695* NAVD 88 ORTHO HEIGHT -   158.571 (meters)      520.25  (feet) ADJUSTED
 JA0695  ______________________________________________________________________
 JA0695  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 JA0695  DYNAMIC HEIGHT  -        158.468 (meters)      519.91  (feet) COMP
 JA0695  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0695
 JA0695  VERT ORDER      -  FIRST     CLASS II
 JA0695
 JA0695.The horizontal coordinates were established by autonomous hand held GPS
 JA0695.observations and have an estimated accuracy of +/- 10 meters.
 JA0695
 JA0695.The orthometric height was determined by differential leveling and
 JA0695.adjusted by the NATIONAL GEODETIC SURVEY
 JA0695.in June 1991.
 JA0695
 JA0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0695.GEOID18 height accuracy estimate available here.
 JA0695
 JA0695.Click photographs - Photos may exist for this station.
 JA0695
 JA0695.The dynamic height is computed by dividing the NAVD 88
 JA0695.geopotential number by the normal gravity value computed on the
 JA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0695.degrees latitude (g = 980.6199 gals.).
 JA0695
 JA0695.The modeled gravity was interpolated from observed gravity values.
 JA0695
 JA0695;                    North         East    Units  Estimated Accuracy
 JA0695;SPC IN W     -   379,905.      924,882.      MT  (+/- 10 meters HH2 GPS)
 JA0695
 JA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1762380179(NAD 83)
 JA0695
 JA0695                          SUPERSEDED SURVEY CONTROL
 JA0695
 JA0695  NGVD 29 (??/??/92)  158.695  (m)          520.65   (f) ADJ UNCH    1 2
 JA0695
 JA0695.Superseded values are not recommended for survey control.
 JA0695
 JA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0695.See file dsdata.pdf to determine how the superseded data were derived.
 JA0695
 JA0695_MARKER: X = CHISELED CROSS
 JA0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0695_SP_SET: BUILDING WINDOW
 JA0695_STAMPING: Y B+M
 JA0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0695
 JA0695  HISTORY     - Date     Condition        Report By
 JA0695  HISTORY     - 1879     MONUMENTED       CGS
 JA0695  HISTORY     - 1965     GOOD             CGS
 JA0695  HISTORY     - 20130214 GOOD             GEOCAC
 JA0695
 JA0695                          STATION DESCRIPTION
 JA0695
 JA0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0695'0.6 MI W FROM SHOALS.
 JA0695'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0695'THE STATION AT SHOALS, THENCE 0.15 MILE NORTH ALONG MAPLE STREET
 JA0695'TO THE MARTIN COUNTY COURTHOUSE, 10.1 FEET NORTH OF THE SOUTHWEST
 JA0695'CORNER OF THE COURTHOUSE, A CHISELED CROSS BETWEEN THE LETTERS B
 JA0695'AND M IN THE FACE OF A STONE CAP OF A BASEMENT WINDOW.
 JA0695
 JA0695                          STATION RECOVERY (2013)
 JA0695
 JA0695'RECOVERY NOTE BY GEOCACHING 2013 (DSA)
 JA0695'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2142 ***********************************************************************
 JZ2142  DESIGNATION -  Y 1
 JZ2142  PID         -  JZ2142
 JZ2142  STATE/COUNTY-  IN/SHELBY
 JZ2142  COUNTRY     -  US
 JZ2142  USGS QUAD   -  WALDRON (2019)
 JZ2142
 JZ2142                         *CURRENT SURVEY CONTROL
 JZ2142  ______________________________________________________________________
 JZ2142* NAD 83(1986) POSITION- 39 27 11.     (N) 085 40 04.     (W)   SCALED
 JZ2142* NAVD 88 ORTHO HEIGHT -   250.985 (meters)      823.44  (feet) ADJUSTED
 JZ2142  ______________________________________________________________________
 JZ2142  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 JZ2142  DYNAMIC HEIGHT  -        250.834 (meters)      822.94  (feet) COMP
 JZ2142  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 JZ2142
 JZ2142  VERT ORDER      -  FIRST     CLASS II
 JZ2142
 JZ2142.The horizontal coordinates were scaled from a map and have
 JZ2142.an estimated accuracy of +/- 6 seconds.
 JZ2142
 JZ2142.The orthometric height was determined by differential leveling and
 JZ2142.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2142.in June 1991.
 JZ2142
 JZ2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2142.GEOID18 height accuracy estimate available here.
 JZ2142
 JZ2142.Click photographs - Photos may exist for this station.
 JZ2142
 JZ2142.The dynamic height is computed by dividing the NAVD 88
 JZ2142.geopotential number by the normal gravity value computed on the
 JZ2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2142.degrees latitude (g = 980.6199 gals.).
 JZ2142
 JZ2142.The modeled gravity was interpolated from observed gravity values.
 JZ2142
 JZ2142;                    North         East    Units  Estimated Accuracy
 JZ2142;SPC IN E     -   466,790.       99,900.      MT  (+/- 180 meters Scaled)
 JZ2142
 JZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ146679(NAD 83)
 JZ2142
 JZ2142                          SUPERSEDED SURVEY CONTROL
 JZ2142
 JZ2142  NGVD 29 (??/??/92)  251.100  (m)          823.82   (f) ADJ UNCH    1 2
 JZ2142
 JZ2142.Superseded values are not recommended for survey control.
 JZ2142
 JZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2142.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2142
 JZ2142_MARKER: DB = BENCH MARK DISK
 JZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2142_STAMPING: Y 1
 JZ2142_MARK LOGO: CGS
 JZ2142_PROJECTION: PROJECTING 16 CENTIMETERS
 JZ2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2142+STABILITY: SURFACE MOTION
 JZ2142
 JZ2142  HISTORY     - Date     Condition        Report By
 JZ2142  HISTORY     - 1917     MONUMENTED       CGS
 JZ2142  HISTORY     - 1947     GOOD             CGS
 JZ2142  HISTORY     - 1986     GOOD             NGS
 JZ2142  HISTORY     - 20100527 MARK NOT FOUND   INDNR
 JZ2142
 JZ2142                          STATION DESCRIPTION
 JZ2142
 JZ2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2142'AT WALDRON.
 JZ2142'AT WALDRON, ALONG THE NEW YORK CENTRAL RAILROAD, IN A SMALL
 JZ2142'GRASS PLOT NORTHWEST OF THE STATION, 61 FEET NORTHWEST OF THE
 JZ2142'NORTH CORNER OF THE STATION, 21.5 FEET SOUTHWEST OF THE SOUTHWEST
 JZ2142'RAIL, 15 FEET NORTHEAST OF A 24-INCH MAPLE TREE, 27 FEET EAST OF
 JZ2142'A BLACK TOP ROAD CROSSING THE TRACKS, 21 FEET WEST OF POLE 79/15,
 JZ2142'ABOUT 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ2142'POST PROJECTING 8 IN.
 JZ2142
 JZ2142                          STATION RECOVERY (1986)
 JZ2142
 JZ2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2142'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WALDRON,
 JZ2142'AT THE INTERSECTION OF EAST MULBERRY STREET AND THE CONRAIL RAILROAD,
 JZ2142'38.5 M (126.3 FT) SOUTH OF THE CENTER OF WASHINGTON STREET, 9.6 M
 JZ2142'(31.5 FT) EAST OF THE CENTER OF MULBERRY STREET, AND 8.3 M (27.2 FT)
 JZ2142'SOUTHWEST OF THE NEAR RAIL.
 JZ2142'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JZ2142'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JZ2142
 JZ2142                          STATION RECOVERY (2010)
 JZ2142
 JZ2142'RECOVERY NOTE BY IN DEPT OF NAT RES 2010 (RWW)
 JZ2142'BRIEF SEARCH, DID NOT DIG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0682 ***********************************************************************
 JA0682  DESIGNATION -  Y 10
 JA0682  PID         -  JA0682
 JA0682  STATE/COUNTY-  IN/MARTIN
 JA0682  COUNTRY     -  US
 JA0682  USGS QUAD   -  HURON (2019)
 JA0682
 JA0682                         *CURRENT SURVEY CONTROL
 JA0682  ______________________________________________________________________
 JA0682* NAD 83(1986) POSITION- 38 40 11.     (N) 086 44 29.     (W)   SCALED
 JA0682* NAVD 88 ORTHO HEIGHT -   146.919 (meters)      482.02  (feet) ADJUSTED
 JA0682  ______________________________________________________________________
 JA0682  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 JA0682  DYNAMIC HEIGHT  -        146.824 (meters)      481.71  (feet) COMP
 JA0682  MODELED GRAVITY -    979,982.5   (mgal)                       NAVD 88
 JA0682
 JA0682  VERT ORDER      -  FIRST     CLASS II
 JA0682
 JA0682.The horizontal coordinates were scaled from a map and have
 JA0682.an estimated accuracy of +/- 6 seconds.
 JA0682
 JA0682.The orthometric height was determined by differential leveling and
 JA0682.adjusted by the NATIONAL GEODETIC SURVEY
 JA0682.in June 1991.
 JA0682
 JA0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0682.GEOID18 height accuracy estimate available here.
 JA0682
 JA0682.Click photographs - Photos may exist for this station.
 JA0682
 JA0682.The dynamic height is computed by dividing the NAVD 88
 JA0682.geopotential number by the normal gravity value computed on the
 JA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0682.degrees latitude (g = 980.6199 gals.).
 JA0682
 JA0682.The modeled gravity was interpolated from observed gravity values.
 JA0682
 JA0682;                    North         East    Units  Estimated Accuracy
 JA0682;SPC IN W     -   379,890.      929,760.      MT  (+/- 180 meters Scaled)
 JA0682
 JA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH224801(NAD 83)
 JA0682
 JA0682                          SUPERSEDED SURVEY CONTROL
 JA0682
 JA0682  NGVD 29 (??/??/92)  147.052  (m)          482.45   (f) ADJ UNCH    1 2
 JA0682
 JA0682.Superseded values are not recommended for survey control.
 JA0682
 JA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0682.See file dsdata.pdf to determine how the superseded data were derived.
 JA0682
 JA0682_MARKER: DB = BENCH MARK DISK
 JA0682_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0682+WITH SETTING: PAVEMENT
 JA0682_SP_SET: SEMAPHORE BASE
 JA0682_STAMPING: Y 10 1930 482.453
 JA0682_MARK LOGO: CGS
 JA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0682+STABILITY: SURFACE MOTION
 JA0682
 JA0682  HISTORY     - Date     Condition        Report By
 JA0682  HISTORY     - 1930     MONUMENTED       CGS
 JA0682  HISTORY     - 1965     GOOD             CGS
 JA0682
 JA0682                          STATION DESCRIPTION
 JA0682
 JA0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0682'3.2 MI E FROM SHOALS.
 JA0682'ABOUT 3.25 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0682'THE STATION AT SHOALS, IN SECTION 28, T 3 N, R 3 W, 6 POLES
 JA0682'SOUTH OF MILEPOST 143-30, 7 FEET EAST OF THE EAST RAIL, SET IN
 JA0682'THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 JA0682'RAILROAD BRIDGE OVER BEAVER CREEK, 4 POLES NORTH OF A SET OF
 JA0682'SEMAPHORE SIGNALS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1735 ***********************************************************************
 LB1735  DESIGNATION -  Y 100
 LB1735  PID         -  LB1735
 LB1735  STATE/COUNTY-  IN/WARREN
 LB1735  COUNTRY     -  US
 LB1735  USGS QUAD   -  PINE VILLAGE (2019)
 LB1735
 LB1735                         *CURRENT SURVEY CONTROL
 LB1735  ______________________________________________________________________
 LB1735* NAD 83(1986) POSITION- 40 24 56.     (N) 087 18 54.     (W)   SCALED
 LB1735* NAVD 88 ORTHO HEIGHT -   203.410 (meters)      667.35  (feet) ADJUSTED
 LB1735  ______________________________________________________________________
 LB1735  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 LB1735  DYNAMIC HEIGHT  -        203.308 (meters)      667.02  (feet) COMP
 LB1735  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 LB1735
 LB1735  VERT ORDER      -  SECOND    CLASS 0
 LB1735
 LB1735.The horizontal coordinates were scaled from a map and have
 LB1735.an estimated accuracy of +/- 6 seconds.
 LB1735
 LB1735.The orthometric height was determined by differential leveling and
 LB1735.adjusted by the NATIONAL GEODETIC SURVEY
 LB1735.in June 1991.
 LB1735
 LB1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1735.GEOID18 height accuracy estimate available here.
 LB1735
 LB1735.Click photographs - Photos may exist for this station.
 LB1735
 LB1735.The dynamic height is computed by dividing the NAVD 88
 LB1735.geopotential number by the normal gravity value computed on the
 LB1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1735.degrees latitude (g = 980.6199 gals.).
 LB1735
 LB1735.The modeled gravity was interpolated from observed gravity values.
 LB1735
 LB1735;                    North         East    Units  Estimated Accuracy
 LB1735;SPC IN W     -   573,690.      880,340.      MT  (+/- 180 meters Scaled)
 LB1735
 LB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK732739(NAD 83)
 LB1735
 LB1735                          SUPERSEDED SURVEY CONTROL
 LB1735
 LB1735  NGVD 29 (??/??/92)  203.467  (m)          667.54   (f) ADJ UNCH    2 0
 LB1735
 LB1735.Superseded values are not recommended for survey control.
 LB1735
 LB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1735.See file dsdata.pdf to determine how the superseded data were derived.
 LB1735
 LB1735_MARKER: DB = BENCH MARK DISK
 LB1735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1735_SP_SET: BUILDING FOUNDATION
 LB1735_STAMPING: Y 100 1946
 LB1735_MARK LOGO: CGS
 LB1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1735
 LB1735  HISTORY     - Date     Condition        Report By
 LB1735  HISTORY     - 1946     MONUMENTED       CGS
 LB1735  HISTORY     - 19870922 MARK NOT FOUND   LOCENG
 LB1735
 LB1735                          STATION DESCRIPTION
 LB1735
 LB1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1735'AT RAINSVILLE.
 LB1735'AT RAINSVILLE, IN THE WEST FACE OF THE CONCRETE FOUNDATION OF
 LB1735'THE PINE TOWNSHIP SCHOOL, 8.5 FEET NORTH OF THE WEST ENTRANCE,
 LB1735'1.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED Y 100 1946
 LB1735'AND SET VERTICALLY.
 LB1735
 LB1735                          STATION RECOVERY (1987)
 LB1735
 LB1735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 LB1735'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0891 ***********************************************************************
 KA0891  DESIGNATION -  Y 101
 KA0891  PID         -  KA0891
 KA0891  STATE/COUNTY-  IN/MONTGOMERY
 KA0891  COUNTRY     -  US
 KA0891  USGS QUAD   -  BELLMORE (2019)
 KA0891
 KA0891                         *CURRENT SURVEY CONTROL
 KA0891  ______________________________________________________________________
 KA0891* NAD 83(1986) POSITION- 39 52 29.     (N) 087 04 34.     (W)   SCALED
 KA0891* NAVD 88 ORTHO HEIGHT -   207.414 (meters)      680.49  (feet) ADJUSTED
 KA0891  ______________________________________________________________________
 KA0891  GEOID HEIGHT    -        -33.283 (meters)                     GEOID18
 KA0891  DYNAMIC HEIGHT  -        207.298 (meters)      680.11  (feet) COMP
 KA0891  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA0891
 KA0891  VERT ORDER      -  SECOND    CLASS 0
 KA0891
 KA0891.The horizontal coordinates were scaled from a map and have
 KA0891.an estimated accuracy of +/- 6 seconds.
 KA0891
 KA0891.The orthometric height was determined by differential leveling and
 KA0891.adjusted by the NATIONAL GEODETIC SURVEY
 KA0891.in June 1991.
 KA0891
 KA0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0891.GEOID18 height accuracy estimate available here.
 KA0891
 KA0891.Click photographs - Photos may exist for this station.
 KA0891
 KA0891.The dynamic height is computed by dividing the NAVD 88
 KA0891.geopotential number by the normal gravity value computed on the
 KA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0891.degrees latitude (g = 980.6199 gals.).
 KA0891
 KA0891.The modeled gravity was interpolated from observed gravity values.
 KA0891
 KA0891;                    North         East    Units  Estimated Accuracy
 KA0891;SPC IN W     -   513,610.      900,620.      MT  (+/- 180 meters Scaled)
 KA0891
 KA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK934138(NAD 83)
 KA0891
 KA0891                          SUPERSEDED SURVEY CONTROL
 KA0891
 KA0891  NGVD 29 (??/??/92)  207.506  (m)          680.79   (f) ADJ UNCH    2 0
 KA0891
 KA0891.Superseded values are not recommended for survey control.
 KA0891
 KA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0891.See file dsdata.pdf to determine how the superseded data were derived.
 KA0891
 KA0891_MARKER: DB = BENCH MARK DISK
 KA0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0891_SP_SET: BRIDGE
 KA0891_STAMPING: Y 101 1946
 KA0891_MARK LOGO: CGS
 KA0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0891
 KA0891  HISTORY     - Date     Condition        Report By
 KA0891  HISTORY     - 1946     MONUMENTED       CGS
 KA0891
 KA0891                          STATION DESCRIPTION
 KA0891
 KA0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0891'1.9 MI SW FROM WAVELAND.
 KA0891'1.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0891'STATION AT WAVELAND, MONTGOMERY COUNTY, AT WOODEN TRESTLE 35/37,
 KA0891'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 KA0891'ABUTMENT, 7.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 KA0891'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 101
 KA0891'1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1005 ***********************************************************************
 KA1005  DESIGNATION -  Y 102
 KA1005  PID         -  KA1005
 KA1005  STATE/COUNTY-  IN/MONTGOMERY
 KA1005  COUNTRY     -  US
 KA1005  USGS QUAD   -  ALAMO (2019)
 KA1005
 KA1005                         *CURRENT SURVEY CONTROL
 KA1005  ______________________________________________________________________
 KA1005* NAD 83(1986) POSITION- 39 57 36.     (N) 087 03 59.     (W)   SCALED
 KA1005* NAVD 88 ORTHO HEIGHT -   241.045 (meters)      790.83  (feet) ADJUSTED
 KA1005  ______________________________________________________________________
 KA1005  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 KA1005  DYNAMIC HEIGHT  -        240.913 (meters)      790.40  (feet) COMP
 KA1005  MODELED GRAVITY -    980,073.8   (mgal)                       NAVD 88
 KA1005
 KA1005  VERT ORDER      -  SECOND    CLASS 0
 KA1005
 KA1005.The horizontal coordinates were scaled from a map and have
 KA1005.an estimated accuracy of +/- 6 seconds.
 KA1005
 KA1005.The orthometric height was determined by differential leveling and
 KA1005.adjusted by the NATIONAL GEODETIC SURVEY
 KA1005.in June 1991.
 KA1005
 KA1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1005.GEOID18 height accuracy estimate available here.
 KA1005
 KA1005.Click photographs - Photos may exist for this station.
 KA1005
 KA1005.The dynamic height is computed by dividing the NAVD 88
 KA1005.geopotential number by the normal gravity value computed on the
 KA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1005.degrees latitude (g = 980.6199 gals.).
 KA1005
 KA1005.The modeled gravity was interpolated from observed gravity values.
 KA1005
 KA1005;                    North         East    Units  Estimated Accuracy
 KA1005;SPC IN W     -   523,080.      901,450.      MT  (+/- 180 meters Scaled)
 KA1005
 KA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK943233(NAD 83)
 KA1005
 KA1005                          SUPERSEDED SURVEY CONTROL
 KA1005
 KA1005  NGVD 29 (??/??/92)  241.127  (m)          791.10   (f) ADJ UNCH    2 0
 KA1005
 KA1005.Superseded values are not recommended for survey control.
 KA1005
 KA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1005.See file dsdata.pdf to determine how the superseded data were derived.
 KA1005
 KA1005_MARKER: DB = BENCH MARK DISK
 KA1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1005_STAMPING: Y 102 1946
 KA1005_MARK LOGO: CGS
 KA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1005+STABILITY: SURFACE MOTION
 KA1005
 KA1005  HISTORY     - Date     Condition        Report By
 KA1005  HISTORY     - 1946     MONUMENTED       CGS
 KA1005
 KA1005                          STATION DESCRIPTION
 KA1005
 KA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1005'9.8 MI NW FROM BROWNS VALLEY.
 KA1005'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE GRAIN
 KA1005'ELEVATOR AT BROWNS VALLEY, THENCE ABOUT 8.1 MILES NORTHWEST ALONG
 KA1005'STATE HIGHWAY 234, AT THE JUNCTION OF A ROAD LEADING NORTH TO
 KA1005'ALAMO, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 KA1005'EAST OF THE CENTER LINE OF THE ROAD NORTH, 27 FEET SOUTHEAST OF
 KA1005'A BLACK WALNUT TREE SERVING AS A FENCE CORNER POST, 1 FOOT
 KA1005'SOUTHWEST OF A WIRE FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 KA1005'WITNESS POST, AND ABOUT 4 FEET ABOVE THE CENTER LINE OF THE
 KA1005'HIGHWAY.  A STANDARD DISK, STAMPED Y 102 1946 AND SET IN THE TOP
 KA1005'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1751 ***********************************************************************
 LB1751  DESIGNATION -  Y 103
 LB1751  PID         -  LB1751
 LB1751  STATE/COUNTY-  IN/VERMILLION
 LB1751  COUNTRY     -  US
 LB1751  USGS QUAD   -  PERRYSVILLE (2019)
 LB1751
 LB1751                         *CURRENT SURVEY CONTROL
 LB1751  ______________________________________________________________________
 LB1751* NAD 83(1986) POSITION- 40 02 55.     (N) 087 25 42.     (W)   SCALED
 LB1751* NAVD 88 ORTHO HEIGHT -   155.550 (meters)      510.33  (feet) ADJUSTED
 LB1751  ______________________________________________________________________
 LB1751  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 LB1751  DYNAMIC HEIGHT  -        155.470 (meters)      510.07  (feet) COMP
 LB1751  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 LB1751
 LB1751  VERT ORDER      -  SECOND    CLASS 0
 LB1751
 LB1751.The horizontal coordinates were scaled from a map and have
 LB1751.an estimated accuracy of +/- 6 seconds.
 LB1751
 LB1751.The orthometric height was determined by differential leveling and
 LB1751.adjusted by the NATIONAL GEODETIC SURVEY
 LB1751.in June 1991.
 LB1751
 LB1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1751.GEOID18 height accuracy estimate available here.
 LB1751
 LB1751.Click photographs - Photos may exist for this station.
 LB1751
 LB1751.The dynamic height is computed by dividing the NAVD 88
 LB1751.geopotential number by the normal gravity value computed on the
 LB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1751.degrees latitude (g = 980.6199 gals.).
 LB1751
 LB1751.The modeled gravity was interpolated from observed gravity values.
 LB1751
 LB1751;                    North         East    Units  Estimated Accuracy
 LB1751;SPC IN W     -   532,970.      870,560.      MT  (+/- 180 meters Scaled)
 LB1751
 LB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK634332(NAD 83)
 LB1751
 LB1751                          SUPERSEDED SURVEY CONTROL
 LB1751
 LB1751  NGVD 29 (??/??/92)  155.605  (m)          510.51   (f) ADJ UNCH    2 0
 LB1751
 LB1751.Superseded values are not recommended for survey control.
 LB1751
 LB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1751.See file dsdata.pdf to determine how the superseded data were derived.
 LB1751
 LB1751_MARKER: DB = BENCH MARK DISK
 LB1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1751_SP_SET: BRIDGE ABUTMENT
 LB1751_STAMPING: Y 103 1946
 LB1751_MARK LOGO: CGS
 LB1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1751
 LB1751  HISTORY     - Date     Condition        Report By
 LB1751  HISTORY     - 1946     MONUMENTED       CGS
 LB1751
 LB1751                          STATION DESCRIPTION
 LB1751
 LB1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1751'0.4 MI E FROM PERRYSVILLE.
 LB1751'ABOUT 0.4 MILE EAST ALONG A GRAVEL ROAD LEADING ACROSS THE WABASH
 LB1751'RIVER FROM THE HIGH SCHOOL AT PERRYSVILLE, SET IN THE TOP OF THE
 LB1751'SOUTH END OF THE EAST STONE MASONRY ABUTMENT OF THE STEEL BRIDGE
 LB1751'ACROSS THE WABASH RIVER, 13 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 LB1751'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Y 103 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1752 ***********************************************************************
 LB1752  DESIGNATION -  Y 103 RESET
 LB1752  PID         -  LB1752
 LB1752  STATE/COUNTY-  IN/FOUNTAIN
 LB1752  COUNTRY     -  US
 LB1752  USGS QUAD   -  PERRYSVILLE (2019)
 LB1752
 LB1752                         *CURRENT SURVEY CONTROL
 LB1752  ______________________________________________________________________
 LB1752* NAD 83(1986) POSITION- 40 02 55.     (N) 087 25 42.     (W)   SCALED
 LB1752* NAVD 88 ORTHO HEIGHT -   155.51  (meters)      510.2   (feet) RESET
 LB1752  ______________________________________________________________________
 LB1752  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 LB1752  VERT ORDER      -  THIRD
 LB1752
 LB1752.The horizontal coordinates were scaled from a map and have
 LB1752.an estimated accuracy of +/- 6 seconds.
 LB1752
 LB1752.The orthometric height was computed from unverified reset data.
 LB1752
 LB1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1752.GEOID18 height accuracy estimate available here.
 LB1752
 LB1752.Click photographs - Photos may exist for this station.
 LB1752
 LB1752;                    North         East    Units  Estimated Accuracy
 LB1752;SPC IN W     -   532,970.      870,560.      MT  (+/- 180 meters Scaled)
 LB1752
 LB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK634332(NAD 83)
 LB1752
 LB1752                          SUPERSEDED SURVEY CONTROL
 LB1752
 LB1752  NGVD 29 (??/??/??)  155.56   (m)          510.4    (f) RESET       3  
 LB1752
 LB1752.Superseded values are not recommended for survey control.
 LB1752
 LB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1752.See file dsdata.pdf to determine how the superseded data were derived.
 LB1752
 LB1752_MARKER: DB = BENCH MARK DISK
 LB1752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1752_SP_SET: BRIDGE ABUTMENT
 LB1752_STAMPING: Y 103 RESET 1964
 LB1752_MARK LOGO: CGS
 LB1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1752
 LB1752  HISTORY     - Date     Condition        Report By
 LB1752  HISTORY     - 1964     MONUMENTED       INHD
 LB1752
 LB1752                          STATION DESCRIPTION
 LB1752
 LB1752'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1964
 LB1752'0.4 MI E FROM PERRYSVILLE.
 LB1752'ABOUT 0.4 MILES EAST ALONG A GRAVEL ROAD LEADING ACROSS THE
 LB1752'WABASH RIVER FROM THE HIGH SCHOOL AT PERRYSVILLE, SET IN THE
 LB1752'TOP OF THE SOUTH END OF THE EAST STONE MASONRY ABUTMENT OF
 LB1752'THE STEEL BRIDGE ACROSS THE WABASH RIVER, 13 FEET SOUTH OF AND
 LB1752'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, THIS BENCH MARK
 LB1752'IS EXACTLY SAME LOCATION AS ORIGINAL 1946 BENCH MARK EXCEPT
 LB1752'IT IS SET IN CONCRETE AND IS 0.140 FEET LOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0641 ***********************************************************************
 KA0641  DESIGNATION -  Y 104
 KA0641  PID         -  KA0641
 KA0641  STATE/COUNTY-  IN/MONTGOMERY
 KA0641  COUNTRY     -  US
 KA0641  USGS QUAD   -  NEW MARKET (2019)
 KA0641
 KA0641                         *CURRENT SURVEY CONTROL
 KA0641  ______________________________________________________________________
 KA0641* NAD 83(1986) POSITION- 39 58 52.     (N) 086 53 35.     (W)   SCALED
 KA0641* NAVD 88 ORTHO HEIGHT -   245.695 (meters)      806.08  (feet) ADJUSTED
 KA0641  ______________________________________________________________________
 KA0641  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 KA0641  DYNAMIC HEIGHT  -        245.561 (meters)      805.64  (feet) COMP
 KA0641  MODELED GRAVITY -    980,076.5   (mgal)                       NAVD 88
 KA0641
 KA0641  VERT ORDER      -  SECOND    CLASS 0
 KA0641
 KA0641.The horizontal coordinates were scaled from a map and have
 KA0641.an estimated accuracy of +/- 6 seconds.
 KA0641
 KA0641.The orthometric height was determined by differential leveling and
 KA0641.adjusted by the NATIONAL GEODETIC SURVEY
 KA0641.in June 1991.
 KA0641
 KA0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0641.GEOID18 height accuracy estimate available here.
 KA0641
 KA0641.Click photographs - Photos may exist for this station.
 KA0641
 KA0641.The dynamic height is computed by dividing the NAVD 88
 KA0641.geopotential number by the normal gravity value computed on the
 KA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0641.degrees latitude (g = 980.6199 gals.).
 KA0641
 KA0641.The modeled gravity was interpolated from observed gravity values.
 KA0641
 KA0641;                    North         East    Units  Estimated Accuracy
 KA0641;SPC IN W     -   525,440.      916,250.      MT  (+/- 180 meters Scaled)
 KA0641
 KA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK091256(NAD 83)
 KA0641
 KA0641                          SUPERSEDED SURVEY CONTROL
 KA0641
 KA0641  NGVD 29 (??/??/92)  245.791  (m)          806.40   (f) ADJ UNCH    2 0
 KA0641
 KA0641.Superseded values are not recommended for survey control.
 KA0641
 KA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0641.See file dsdata.pdf to determine how the superseded data were derived.
 KA0641
 KA0641_MARKER: DB = BENCH MARK DISK
 KA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0641_STAMPING: Y 104 1946
 KA0641_MARK LOGO: CGS
 KA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0641+STABILITY: SURFACE MOTION
 KA0641
 KA0641  HISTORY     - Date     Condition        Report By
 KA0641  HISTORY     - 1946     MONUMENTED       CGS
 KA0641
 KA0641                          STATION DESCRIPTION
 KA0641
 KA0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0641'4.4 MI S FROM CRAWFORDSVILLE.
 KA0641'4.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0641'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, 2.6 MILES NORTHEAST OF THE
 KA0641'STATION AT NEW MARKET, 0.2 MILE NORTH OF MILEPOST 48, AT A
 KA0641'GRAVEL-ROAD CROSSING, 47 FEET EAST OF THE EAST RAIL, 25 FEET NORTH
 KA0641'OF THE CENTERLINE OF THE GRAVEL ROAD, 4 FEET NORTHWEST OF A FENCE
 KA0641'CORNER, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A
 KA0641'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 KA0641'A STANDARD DISK, STAMPED Y 104 1946 AND SET IN THE TOP OF A
 KA0641'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1315 ***********************************************************************
 LB1315  DESIGNATION -  Y 105
 LB1315  PID         -  LB1315
 LB1315  STATE/COUNTY-  IN/NEWTON
 LB1315  COUNTRY     -  US
 LB1315  USGS QUAD   -  MOUNT AYR (2019)
 LB1315
 LB1315                         *CURRENT SURVEY CONTROL
 LB1315  ______________________________________________________________________
 LB1315* NAD 83(1986) POSITION- 40 59 02.     (N) 087 17 26.     (W)   SCALED
 LB1315* NAVD 88 ORTHO HEIGHT -   204.660 (meters)      671.46  (feet) ADJUSTED
 LB1315  ______________________________________________________________________
 LB1315  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 LB1315  DYNAMIC HEIGHT  -        204.571 (meters)      671.16  (feet) COMP
 LB1315  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 LB1315
 LB1315  VERT ORDER      -  SECOND    CLASS 0
 LB1315
 LB1315.The horizontal coordinates were scaled from a map and have
 LB1315.an estimated accuracy of +/- 6 seconds.
 LB1315
 LB1315.The orthometric height was determined by differential leveling and
 LB1315.adjusted by the NATIONAL GEODETIC SURVEY
 LB1315.in June 1991.
 LB1315
 LB1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1315.GEOID18 height accuracy estimate available here.
 LB1315
 LB1315.Click photographs - Photos may exist for this station.
 LB1315
 LB1315.The dynamic height is computed by dividing the NAVD 88
 LB1315.geopotential number by the normal gravity value computed on the
 LB1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1315.degrees latitude (g = 980.6199 gals.).
 LB1315
 LB1315.The modeled gravity was interpolated from observed gravity values.
 LB1315
 LB1315;                    North         East    Units  Estimated Accuracy
 LB1315;SPC IN W     -   636,790.      882,560.      MT  (+/- 180 meters Scaled)
 LB1315
 LB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL755370(NAD 83)
 LB1315
 LB1315                          SUPERSEDED SURVEY CONTROL
 LB1315
 LB1315  NGVD 29 (??/??/92)  204.740  (m)          671.72   (f) ADJ UNCH    2 0
 LB1315
 LB1315.Superseded values are not recommended for survey control.
 LB1315
 LB1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1315.See file dsdata.pdf to determine how the superseded data were derived.
 LB1315
 LB1315_MARKER: DB = BENCH MARK DISK
 LB1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1315_STAMPING: Y 105 1946
 LB1315_MARK LOGO: CGS
 LB1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1315+STABILITY: SURFACE MOTION
 LB1315
 LB1315  HISTORY     - Date     Condition        Report By
 LB1315  HISTORY     - 1946     MONUMENTED       CGS
 LB1315  HISTORY     - 20061219 MARK NOT FOUND   BFSINC
 LB1315
 LB1315                          STATION DESCRIPTION
 LB1315
 LB1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1315'2.5 MI N FROM MT AYR.
 LB1315'ABOUT 2.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL BUILDING
 LB1315'AT MT. AYR, AT A CROSS ROAD WITH A DIM ROAD LEADING NORTH FROM
 LB1315'THE INTERSECTION, IN THE SOUTHWEST QUARTER OF THE INTERSECTION,
 LB1315'0.1 MILE WEST OF A STEEL BRIDGE UNDER THE EAST-WEST ROAD, 0.1
 LB1315'MILE SOUTH OF A CONCRETE BRIDGE UNDER THE DIM ROAD LEADING
 LB1315'NORTH, 20 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LB1315'54 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING
 LB1315'SOUTH, 37 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A WIRE
 LB1315'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, SET
 LB1315'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND LEVEL WITH
 LB1315'THE CENTER OF THE INTERSECTION.
 LB1315
 LB1315                          STATION RECOVERY (2006)
 LB1315
 LB1315'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1406 ***********************************************************************
 LB1406  DESIGNATION -  Y 106
 LB1406  PID         -  LB1406
 LB1406  STATE/COUNTY-  IN/NEWTON
 LB1406  COUNTRY     -  US
 LB1406  USGS QUAD   -  KENTLAND (2019)
 LB1406
 LB1406                         *CURRENT SURVEY CONTROL
 LB1406  ______________________________________________________________________
 LB1406* NAD 83(1986) POSITION- 40 51 57.28   (N) 087 25 14.55   (W)   HD_HELD1
 LB1406* NAVD 88 ORTHO HEIGHT -   200.156 (meters)      656.68  (feet) ADJUSTED
 LB1406  ______________________________________________________________________
 LB1406  GEOID HEIGHT    -        -33.255 (meters)                     GEOID18
 LB1406  DYNAMIC HEIGHT  -        200.067 (meters)      656.39  (feet) COMP
 LB1406  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 LB1406
 LB1406  VERT ORDER      -  SECOND    CLASS 0
 LB1406
 LB1406.The horizontal coordinates were determined by differentially corrected
 LB1406.hand held GPS observations or other comparable positioning techniques
 LB1406.and have an estimated accuracy of +/- 3 meters.
 LB1406
 LB1406.The orthometric height was determined by differential leveling and
 LB1406.adjusted by the NATIONAL GEODETIC SURVEY
 LB1406.in June 1991.
 LB1406
 LB1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1406.GEOID18 height accuracy estimate available here.
 LB1406
 LB1406.Click photographs - Photos may exist for this station.
 LB1406
 LB1406.The dynamic height is computed by dividing the NAVD 88
 LB1406.geopotential number by the normal gravity value computed on the
 LB1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1406.degrees latitude (g = 980.6199 gals.).
 LB1406
 LB1406.The modeled gravity was interpolated from observed gravity values.
 LB1406
 LB1406;                    North         East    Units  Estimated Accuracy
 LB1406;SPC IN W     -   623,722.6     871,558.4     MT  (+/- 3 meters HH1 GPS) 
 LB1406
 LB1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6454623957(NAD 83)
 LB1406
 LB1406                          SUPERSEDED SURVEY CONTROL
 LB1406
 LB1406  NGVD 29 (??/??/92)  200.228  (m)          656.91   (f) ADJ UNCH    2 0
 LB1406
 LB1406.Superseded values are not recommended for survey control.
 LB1406
 LB1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1406.See file dsdata.pdf to determine how the superseded data were derived.
 LB1406
 LB1406_MARKER: DB = BENCH MARK DISK
 LB1406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1406_SP_SET: CULVERT HEADWALL
 LB1406_STAMPING: Y 106 1946
 LB1406_MARK LOGO: CGS
 LB1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1406+STABILITY: SURFACE MOTION
 LB1406
 LB1406  HISTORY     - Date     Condition        Report By
 LB1406  HISTORY     - 1946     MONUMENTED       CGS
 LB1406  HISTORY     - 20080921 GOOD             GEOCAC
 LB1406  HISTORY     - 20160205 GOOD             AMESC
 LB1406
 LB1406                          STATION DESCRIPTION
 LB1406
 LB1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1406'1.3 MI E FROM ADE.
 LB1406'ABOUT 1.3 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1406'BUILDING AT ADE, AT A CROSS ROAD, 0.7 MILE EAST OF THE INTERSECTION
 LB1406'WITH U.S. HIGHWAY NO. 41, 57 FEET SOUTH OF THE CENTER LINE OF
 LB1406'HIGHWAY 16, 15 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LB1406'SOUTH, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 LB1406'3-FOOT CONCRETE CULVERT NUMBER 15 UNDER THE NORTH-SOUTH ROAD,
 LB1406'AND ABOUT LEVEL WITH THE INTERSECTION.  THIS MARK IS ABOUT 2.9
 LB1406'MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT BROOK.
 LB1406
 LB1406                          STATION RECOVERY (2008)
 LB1406
 LB1406'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1406'RECOVERED IN GOOD CONDITION.
 LB1406
 LB1406                          STATION RECOVERY (2016)
 LB1406
 LB1406'RECOVERY NOTE BY AMERICAN SURVEYING AND ENGINEERING PC 2016 (PFS)
 LB1406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1423 ***********************************************************************
 LB1423  DESIGNATION -  Y 107
 LB1423  PID         -  LB1423
 LB1423  STATE/COUNTY-  IN/JASPER
 LB1423  COUNTRY     -  US
 LB1423  USGS QUAD   -  WOLCOTT (2019)
 LB1423
 LB1423                         *CURRENT SURVEY CONTROL
 LB1423  ______________________________________________________________________
 LB1423* NAD 83(1986) POSITION- 40 52 00.     (N) 087 06 02.     (W)   SCALED
 LB1423* NAVD 88 ORTHO HEIGHT -   202.833 (meters)      665.46  (feet) ADJUSTED
 LB1423  ______________________________________________________________________
 LB1423  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 LB1423  DYNAMIC HEIGHT  -        202.743 (meters)      665.17  (feet) COMP
 LB1423  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 LB1423
 LB1423  VERT ORDER      -  SECOND    CLASS 0
 LB1423
 LB1423.The horizontal coordinates were scaled from a map and have
 LB1423.an estimated accuracy of +/- 6 seconds.
 LB1423
 LB1423.The orthometric height was determined by differential leveling and
 LB1423.adjusted by the NATIONAL GEODETIC SURVEY
 LB1423.in June 1991.
 LB1423
 LB1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1423.GEOID18 height accuracy estimate available here.
 LB1423
 LB1423.Click photographs - Photos may exist for this station.
 LB1423
 LB1423.The dynamic height is computed by dividing the NAVD 88
 LB1423.geopotential number by the normal gravity value computed on the
 LB1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1423.degrees latitude (g = 980.6199 gals.).
 LB1423
 LB1423.The modeled gravity was interpolated from observed gravity values.
 LB1423
 LB1423;                    North         East    Units  Estimated Accuracy
 LB1423;SPC IN W     -   623,750.      898,550.      MT  (+/- 180 meters Scaled)
 LB1423
 LB1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL915239(NAD 83)
 LB1423
 LB1423                          SUPERSEDED SURVEY CONTROL
 LB1423
 LB1423  NGVD 29 (??/??/92)  202.919  (m)          665.74   (f) ADJ UNCH    2 0
 LB1423
 LB1423.Superseded values are not recommended for survey control.
 LB1423
 LB1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1423.See file dsdata.pdf to determine how the superseded data were derived.
 LB1423
 LB1423_MARKER: DB = BENCH MARK DISK
 LB1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1423_STAMPING: Y 107 1946
 LB1423_MARK LOGO: CGS
 LB1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1423+STABILITY: SURFACE MOTION
 LB1423
 LB1423  HISTORY     - Date     Condition        Report By
 LB1423  HISTORY     - 1946     MONUMENTED       CGS
 LB1423  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1423  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1423  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1423
 LB1423                          STATION DESCRIPTION
 LB1423
 LB1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1423'10.2 MI E FROM FORESMAN.
 LB1423'ABOUT 10.25 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT
 LB1423'FORESMAN, 330 FEET WEST OF THE CENTER OF AN INTERSECTION WITH A
 LB1423'NORTH-SOUTH CROSS ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE
 LB1423'HIGHWAY, 106 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 LB1423'46 FEET SOUTHWEST OF A WELL, 39 FEET WEST OF THE MIDDLE ONE OF A
 LB1423'GROUP OF THREE LARGE MAPLE TREES, 1 FOOT SOUTH OF THE NORTH
 LB1423'RIGHT-OF WAY FENCE LINE AT A T FENCE CORNER, SET IN THE TOP OF A
 LB1423'CONCRETE POST PROJECTING ABOUT 4 INCHES AND ABOUT LEVEL WITH THE
 LB1423'HIGHWAY.
 LB1423
 LB1423                          STATION RECOVERY (2007)
 LB1423
 LB1423'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1423'MARK NOT FOUND.
 LB1423
 LB1423                          STATION RECOVERY (2008)
 LB1423
 LB1423'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1423'MARK NOT FOUND.
 LB1423
 LB1423                          STATION RECOVERY (2012)
 LB1423
 LB1423'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1373 ***********************************************************************
 LB1373  DESIGNATION -  Y 108
 LB1373  PID         -  LB1373
 LB1373  STATE/COUNTY-  IN/WHITE
 LB1373  COUNTRY     -  US
 LB1373  USGS QUAD   -  WOLCOTT (2019)
 LB1373
 LB1373                         *CURRENT SURVEY CONTROL
 LB1373  ______________________________________________________________________
 LB1373* NAD 83(1986) POSITION- 40 46 28.     (N) 087 00 18.     (W)   SCALED
 LB1373* NAVD 88 ORTHO HEIGHT -   210.895 (meters)      691.91  (feet) ADJUSTED
 LB1373  ______________________________________________________________________
 LB1373  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 LB1373  DYNAMIC HEIGHT  -        210.798 (meters)      691.59  (feet) COMP
 LB1373  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 LB1373
 LB1373  VERT ORDER      -  SECOND    CLASS 0
 LB1373
 LB1373.The horizontal coordinates were scaled from a map and have
 LB1373.an estimated accuracy of +/- 6 seconds.
 LB1373
 LB1373.The orthometric height was determined by differential leveling and
 LB1373.adjusted by the NATIONAL GEODETIC SURVEY
 LB1373.in June 1991.
 LB1373
 LB1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1373.GEOID18 height accuracy estimate available here.
 LB1373
 LB1373.Click photographs - Photos may exist for this station.
 LB1373
 LB1373.The dynamic height is computed by dividing the NAVD 88
 LB1373.geopotential number by the normal gravity value computed on the
 LB1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1373.degrees latitude (g = 980.6199 gals.).
 LB1373
 LB1373.The modeled gravity was interpolated from observed gravity values.
 LB1373
 LB1373;                    North         East    Units  Estimated Accuracy
 LB1373;SPC IN W     -   613,510.      906,610.      MT  (+/- 180 meters Scaled)
 LB1373
 LB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995137(NAD 83)
 LB1373
 LB1373                          SUPERSEDED SURVEY CONTROL
 LB1373
 LB1373  NGVD 29 (??/??/92)  210.982  (m)          692.20   (f) ADJ UNCH    2 0
 LB1373
 LB1373.Superseded values are not recommended for survey control.
 LB1373
 LB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1373.See file dsdata.pdf to determine how the superseded data were derived.
 LB1373
 LB1373_MARKER: DB = BENCH MARK DISK
 LB1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1373_SP_SET: BRIDGE ABUTMENT
 LB1373_STAMPING: Y 108 1946
 LB1373_MARK LOGO: CGS
 LB1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1373
 LB1373  HISTORY     - Date     Condition        Report By
 LB1373  HISTORY     - 1946     MONUMENTED       CGS
 LB1373
 LB1373                          STATION DESCRIPTION
 LB1373
 LB1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1373'3.2 MI NE FROM WOLCOTT.
 LB1373'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1373'STATION AT WOLCOTT, THENCE 1.2 MILE NORTH ALONG A DIRT AND
 LB1373'GRAVEL ROAD, 0.4 MILE SOUTH OF A CROSS ROAD, IN THE TOP OF THE
 LB1373'EAST END OF THE NORTH CONCRETE ABUTMENT OF A 35-FOOT STEEL
 LB1373'BRIDGE OVER A DRAINAGE DITCH, 8.5 FEET EAST OF THE CENTER LINE
 LB1373'OF THE ROAD, 0.4 FOOT EAST OF THE STEEL TRUSS, 0.5 FOOT BELOW
 LB1373'THE LEVEL OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1364 ***********************************************************************
 LB1364  DESIGNATION -  Y 109
 LB1364  PID         -  LB1364
 LB1364  STATE/COUNTY-  IN/JASPER
 LB1364  COUNTRY     -  US
 LB1364  USGS QUAD   -  MCCOYSBURG (2019)
 LB1364
 LB1364                         *CURRENT SURVEY CONTROL
 LB1364  ______________________________________________________________________
 LB1364* NAD 83(1986) POSITION- 40 58 00.79   (N) 087 00 10.20   (W)   HD_HELD1
 LB1364* NAVD 88 ORTHO HEIGHT -   207.783 (meters)      681.70  (feet) ADJUSTED
 LB1364  ______________________________________________________________________
 LB1364  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 LB1364  DYNAMIC HEIGHT  -        207.692 (meters)      681.40  (feet) COMP
 LB1364  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 LB1364
 LB1364  VERT ORDER      -  SECOND    CLASS 0
 LB1364
 LB1364.The horizontal coordinates were determined by differentially corrected
 LB1364.hand held GPS observations or other comparable positioning techniques
 LB1364.and have an estimated accuracy of +/- 3 meters.
 LB1364
 LB1364.The orthometric height was determined by differential leveling and
 LB1364.adjusted by the NATIONAL GEODETIC SURVEY
 LB1364.in June 1991.
 LB1364
 LB1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1364.GEOID18 height accuracy estimate available here.
 LB1364
 LB1364.Click photographs - Photos may exist for this station.
 LB1364
 LB1364.The dynamic height is computed by dividing the NAVD 88
 LB1364.geopotential number by the normal gravity value computed on the
 LB1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1364.degrees latitude (g = 980.6199 gals.).
 LB1364
 LB1364.The modeled gravity was interpolated from observed gravity values.
 LB1364
 LB1364;                    North         East    Units  Estimated Accuracy
 LB1364;SPC IN W     -   634,884.0     906,776.0     MT  (+/- 3 meters HH1 GPS) 
 LB1364
 LB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9976135081(NAD 83)
 LB1364
 LB1364                          SUPERSEDED SURVEY CONTROL
 LB1364
 LB1364  NGVD 29 (??/??/92)  207.876  (m)          682.01   (f) ADJ UNCH    2 0
 LB1364
 LB1364.Superseded values are not recommended for survey control.
 LB1364
 LB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1364.See file dsdata.pdf to determine how the superseded data were derived.
 LB1364
 LB1364_MARKER: DB = BENCH MARK DISK
 LB1364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1364_SP_SET: CULVERT HEADWALL
 LB1364_STAMPING: Y 109 1946
 LB1364_MARK LOGO: CGS
 LB1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1364+STABILITY: SURFACE MOTION
 LB1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1364+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 LB1364
 LB1364  HISTORY     - Date     Condition        Report By
 LB1364  HISTORY     - 1946     MONUMENTED       CGS
 LB1364  HISTORY     - 20120327 GOOD             IN-073
 LB1364
 LB1364                          STATION DESCRIPTION
 LB1364
 LB1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1364'3.2 MI NW FROM HANGING GROVE.
 LB1364'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 144 FROM THE SCHOOL AND
 LB1364'CROSS ROADS AT HANGING GROVE, THENCE 2.2 MILES NORTH ALONG A
 LB1364'GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF A T JUNCTION WITH A ROAD
 LB1364'LEADING EAST, 0.1 MILE SOUTH OF THE ENTRANCE TO THE DEAN JORDAN
 LB1364'FARM, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 LB1364'OF A 3 1/2-FOOT CONCRETE PIPE CULVERT, 13 FEET WEST OF THE
 LB1364'CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF A T FENCE CORNER
 LB1364'IN THE WEST RIGHT-OF-WAY FENCE LINE, ABOUT 1 FOOT ABOVE THE
 LB1364'LEVEL OF THE ROAD.
 LB1364
 LB1364                          STATION RECOVERY (2012)
 LB1364
 LB1364'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0949 ***********************************************************************
 JA0949  DESIGNATION -  Y 11
 JA0949  PID         -  JA0949
 JA0949  STATE/COUNTY-  IN/DAVIESS
 JA0949  COUNTRY     -  US
 JA0949  USGS QUAD   -  SANDY HOOK (2019)
 JA0949
 JA0949                         *CURRENT SURVEY CONTROL
 JA0949  ______________________________________________________________________
 JA0949* NAD 83(1986) POSITION- 38 34 31.53   (N) 087 13 59.19   (W)   HD_HELD1
 JA0949* NAVD 88 ORTHO HEIGHT -   136.630 (meters)      448.26  (feet) ADJUSTED
 JA0949  ______________________________________________________________________
 JA0949  GEOID HEIGHT    -        -32.161 (meters)                     GEOID18
 JA0949  DYNAMIC HEIGHT  -        136.542 (meters)      447.97  (feet) COMP
 JA0949  MODELED GRAVITY -    979,982.4   (mgal)                       NAVD 88
 JA0949
 JA0949  VERT ORDER      -  FIRST     CLASS II
 JA0949
 JA0949.The horizontal coordinates were determined by differentially corrected
 JA0949.hand held GPS observations or other comparable positioning techniques
 JA0949.and have an estimated accuracy of +/- 3 meters.
 JA0949
 JA0949.The orthometric height was determined by differential leveling and
 JA0949.adjusted by the NATIONAL GEODETIC SURVEY
 JA0949.in June 1991.
 JA0949
 JA0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0949.GEOID18 height accuracy estimate available here.
 JA0949
 JA0949.Click photographs - Photos may exist for this station.
 JA0949
 JA0949.The dynamic height is computed by dividing the NAVD 88
 JA0949.geopotential number by the normal gravity value computed on the
 JA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0949.degrees latitude (g = 980.6199 gals.).
 JA0949
 JA0949.The modeled gravity was interpolated from observed gravity values.
 JA0949
 JA0949;                    North         East    Units  Estimated Accuracy
 JA0949;SPC IN W     -   369,375.8     886,948.8     MT  (+/- 3 meters HH1 GPS) 
 JA0949
 JA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7969469688(NAD 83)
 JA0949
 JA0949                          SUPERSEDED SURVEY CONTROL
 JA0949
 JA0949  NGVD 29 (??/??/92)  136.823  (m)          448.89   (f) ADJ UNCH    1 2
 JA0949
 JA0949.Superseded values are not recommended for survey control.
 JA0949
 JA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0949.See file dsdata.pdf to determine how the superseded data were derived.
 JA0949
 JA0949_MARKER: DB = BENCH MARK DISK
 JA0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0949_STAMPING: Y 11 1930
 JA0949_MARK LOGO: CGS
 JA0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0949+STABILITY: SURFACE MOTION
 JA0949
 JA0949  HISTORY     - Date     Condition        Report By
 JA0949  HISTORY     - 1930     MONUMENTED       CGS
 JA0949  HISTORY     - 1965     GOOD             CGS
 JA0949  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0949
 JA0949                          STATION DESCRIPTION
 JA0949
 JA0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0949'9 MI NE FROM PETERSBURG.
 JA0949'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0949'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0949'STREET, THENCE 8.65 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0949'RAILROAD, OR ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO
 JA0949'RAILROAD FROM THE STATION AT WASHINGTON, THENCE 7.5 MILES
 JA0949'SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD, 53 FEET NORTH
 JA0949'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 34
 JA0949'FEET NORTHEAST OF THE NORTHEAST RAIL, 7 FEET WEST OF THE CENTER
 JA0949'LINE OF A SANDY ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 JA0949'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JA0949'OF A CONCRETE POST PROJECTING 14 INCHES.
 JA0949
 JA0949                          STATION RECOVERY (1985)
 JA0949
 JA0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0949'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0745 ***********************************************************************
 ME0745  DESIGNATION -  Y 110
 ME0745  PID         -  ME0745
 ME0745  STATE/COUNTY-  IN/JASPER
 ME0745  COUNTRY     -  US
 ME0745  USGS QUAD   -  MEDARYVILLE (2019)
 ME0745
 ME0745                         *CURRENT SURVEY CONTROL
 ME0745  ______________________________________________________________________
 ME0745* NAD 83(1986) POSITION- 41 05 59.     (N) 086 58 07.     (W)   SCALED
 ME0745* NAVD 88 ORTHO HEIGHT -   209.327 (meters)      686.77  (feet) ADJUSTED
 ME0745  ______________________________________________________________________
 ME0745  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 ME0745  DYNAMIC HEIGHT  -        209.236 (meters)      686.47  (feet) COMP
 ME0745  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 ME0745
 ME0745  VERT ORDER      -  SECOND    CLASS 0
 ME0745
 ME0745.The horizontal coordinates were scaled from a map and have
 ME0745.an estimated accuracy of +/- 6 seconds.
 ME0745
 ME0745.The orthometric height was determined by differential leveling and
 ME0745.adjusted by the NATIONAL GEODETIC SURVEY
 ME0745.in June 1991.
 ME0745
 ME0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0745.GEOID18 height accuracy estimate available here.
 ME0745
 ME0745.Click photographs - Photos may exist for this station.
 ME0745
 ME0745.The dynamic height is computed by dividing the NAVD 88
 ME0745.geopotential number by the normal gravity value computed on the
 ME0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0745.degrees latitude (g = 980.6199 gals.).
 ME0745
 ME0745.The modeled gravity was interpolated from observed gravity values.
 ME0745
 ME0745;                    North         East    Units  Estimated Accuracy
 ME0745;SPC IN W     -   649,640.      909,640.      MT  (+/- 180 meters Scaled)
 ME0745
 ME0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026498(NAD 83)
 ME0745
 ME0745                          SUPERSEDED SURVEY CONTROL
 ME0745
 ME0745  NGVD 29 (??/??/92)  209.423  (m)          687.08   (f) ADJ UNCH    2 0
 ME0745
 ME0745.Superseded values are not recommended for survey control.
 ME0745
 ME0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0745.See file dsdata.pdf to determine how the superseded data were derived.
 ME0745
 ME0745_MARKER: DB = BENCH MARK DISK
 ME0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME0745_SP_SET: CULVERT WINGWALL
 ME0745_STAMPING: Y 110 1946
 ME0745_MARK LOGO: CGS
 ME0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0745+STABILITY: SURFACE MOTION
 ME0745
 ME0745  HISTORY     - Date     Condition        Report By
 ME0745  HISTORY     - 1946     MONUMENTED       CGS
 ME0745
 ME0745                          STATION DESCRIPTION
 ME0745
 ME0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0745'5.4 MI NW FROM MEDARYVILLE.
 ME0745'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0745'BUILDING AT MEDARYVILLE, THENCE 4.0 MILES WEST ALONG A GRAVEL
 ME0745'ROAD, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, 21 FEET SOUTH
 ME0745'OF THE CENTER LINE OF THE EAST-WEST ROAD, 15 FEET EAST OF THE
 ME0745'CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF THE
 ME0745'NORTH END OF THE SOUTH WINGWALL OF A CONCRETE CULVERT UNDER THE
 ME0745'CROSS ROADS, AND ABOUT LEVEL WITH THE ROAD.
 ME0745'NOTE-- JASPER-PULASKI COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0895 ***********************************************************************
 LB0895  DESIGNATION -  Y 111
 LB0895  PID         -  LB0895
 LB0895  STATE/COUNTY-  IN/BOONE
 LB0895  COUNTRY     -  US
 LB0895  USGS QUAD   -  SHANNONDALE (2019)
 LB0895
 LB0895                         *CURRENT SURVEY CONTROL
 LB0895  ______________________________________________________________________
 LB0895* NAD 83(1986) POSITION- 40 03 15.     (N) 086 37 53.     (W)   SCALED
 LB0895* NAVD 88 ORTHO HEIGHT -   272.665 (meters)      894.57  (feet) ADJUSTED
 LB0895  ______________________________________________________________________
 LB0895  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 LB0895  DYNAMIC HEIGHT  -        272.516 (meters)      894.08  (feet) COMP
 LB0895  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 LB0895
 LB0895  VERT ORDER      -  SECOND    CLASS 0
 LB0895
 LB0895.The horizontal coordinates were scaled from a map and have
 LB0895.an estimated accuracy of +/- 6 seconds.
 LB0895
 LB0895.The orthometric height was determined by differential leveling and
 LB0895.adjusted by the NATIONAL GEODETIC SURVEY
 LB0895.in June 1991.
 LB0895
 LB0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0895.GEOID18 height accuracy estimate available here.
 LB0895
 LB0895.Click photographs - Photos may exist for this station.
 LB0895
 LB0895.The dynamic height is computed by dividing the NAVD 88
 LB0895.geopotential number by the normal gravity value computed on the
 LB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0895.degrees latitude (g = 980.6199 gals.).
 LB0895
 LB0895.The modeled gravity was interpolated from observed gravity values.
 LB0895
 LB0895;                    North         East    Units  Estimated Accuracy
 LB0895;SPC IN W     -   533,630.      938,560.      MT  (+/- 180 meters Scaled)
 LB0895
 LB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK314338(NAD 83)
 LB0895
 LB0895                          SUPERSEDED SURVEY CONTROL
 LB0895
 LB0895  NGVD 29 (??/??/92)  272.767  (m)          894.90   (f) ADJ UNCH    2 0
 LB0895
 LB0895.Superseded values are not recommended for survey control.
 LB0895
 LB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0895.See file dsdata.pdf to determine how the superseded data were derived.
 LB0895
 LB0895_MARKER: DB = BENCH MARK DISK
 LB0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0895_STAMPING: Y 111 1946
 LB0895_MARK LOGO: CGS
 LB0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0895+STABILITY: SURFACE MOTION
 LB0895
 LB0895  HISTORY     - Date     Condition        Report By
 LB0895  HISTORY     - 1946     MONUMENTED       CGS
 LB0895  HISTORY     - 1977     GOOD             LOCENG
 LB0895  HISTORY     - 19860730 GOOD             NGS
 LB0895
 LB0895                          STATION DESCRIPTION
 LB0895
 LB0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0895'0.6 MI W FROM DOVER.
 LB0895'ALONG STATE HIGHWAY 32 ABOUT 0.55 MILE WEST OF JEFFERSON
 LB0895'TOWNSHIP SCHOOL AT DOVER, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LB0895'HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE
 LB0895'J.H. MITCHELL FARM, 10 FEET NORTHWEST OF THE WEST GATE POST, 1.5
 LB0895'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 LB0895'THE HIGHWAY.  A STANDARD DISK, STAMPED Y 111 1946 AND SET IN THE
 LB0895'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0895
 LB0895                          STATION RECOVERY (1977)
 LB0895
 LB0895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0895'RECOVERED IN GOOD CONDITION.
 LB0895
 LB0895                          STATION RECOVERY (1986)
 LB0895
 LB0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB0895'FROM THE JEFFERSON TOWNSHIP SCHOOL IN DOVER, GO WEST ON STATE ROUTE
 LB0895'32 FOR 0.5 MILE (0.8 KM) TO A DRIVEWAY ON LEFT WITH A CATTLEGUARD
 LB0895'GATE AND THE MARK ON LEFT, 36.0 FEET (11.0 M) SOUTH OF THE CENTER OF
 LB0895'STATE ROUTE 32, 21.0 FEET (6.4 M) WEST OF THE CENTER OF DRIVEWAY, 9.0
 LB0895'FEET (2.7 M) WEST OF A UTILITY POLE AND 5.0 FEET (1.5 M) NORTH OF A
 LB0895'WITNESS POST AND FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0887 ***********************************************************************
 LB0887  DESIGNATION -  Y 112
 LB0887  PID         -  LB0887
 LB0887  STATE/COUNTY-  IN/BOONE
 LB0887  COUNTRY     -  US
 LB0887  USGS QUAD   -  HAZELRIGG (2019)
 LB0887
 LB0887                         *CURRENT SURVEY CONTROL
 LB0887  ______________________________________________________________________
 LB0887* NAD 83(1986) POSITION- 40 02 51.13   (N) 086 31 14.84   (W)   HD_HELD1
 LB0887* NAVD 88 ORTHO HEIGHT -   283.194 (meters)      929.11  (feet) ADJUSTED
 LB0887  ______________________________________________________________________
 LB0887  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 LB0887  DYNAMIC HEIGHT  -        283.038 (meters)      928.60  (feet) COMP
 LB0887  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 LB0887
 LB0887  VERT ORDER      -  SECOND    CLASS 0
 LB0887
 LB0887.The horizontal coordinates were determined by differentially corrected
 LB0887.hand held GPS observations or other comparable positioning techniques
 LB0887.and have an estimated accuracy of +/- 3 meters.
 LB0887
 LB0887.The orthometric height was determined by differential leveling and
 LB0887.adjusted by the NATIONAL GEODETIC SURVEY
 LB0887.in June 1991.
 LB0887
 LB0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0887.GEOID18 height accuracy estimate available here.
 LB0887
 LB0887.Click photographs - Photos may exist for this station.
 LB0887
 LB0887.The dynamic height is computed by dividing the NAVD 88
 LB0887.geopotential number by the normal gravity value computed on the
 LB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0887.degrees latitude (g = 980.6199 gals.).
 LB0887
 LB0887.The modeled gravity was interpolated from observed gravity values.
 LB0887
 LB0887;                    North         East    Units  Estimated Accuracy
 LB0887;SPC IN W     -   532,947.3     948,003.0     MT  (+/- 3 meters HH1 GPS) 
 LB0887
 LB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4087733143(NAD 83)
 LB0887
 LB0887                          SUPERSEDED SURVEY CONTROL
 LB0887
 LB0887  NGVD 29 (??/??/92)  283.296  (m)          929.45   (f) ADJ UNCH    2 0
 LB0887
 LB0887.Superseded values are not recommended for survey control.
 LB0887
 LB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0887.See file dsdata.pdf to determine how the superseded data were derived.
 LB0887
 LB0887_MARKER: DB = BENCH MARK DISK
 LB0887_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0887_SP_SET: BOX CULVERT HEADWALL
 LB0887_STAMPING: Y 112 1946
 LB0887_MARK LOGO: CGS
 LB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0887+STABILITY: SURFACE MOTION
 LB0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0887+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2022
 LB0887
 LB0887  HISTORY     - Date     Condition        Report By
 LB0887  HISTORY     - 1946     MONUMENTED       CGS
 LB0887  HISTORY     - 1973     GOOD             LOCSUR
 LB0887  HISTORY     - 1977     GOOD             LOCENG
 LB0887  HISTORY     - 20211222 GOOD             INDOT
 LB0887  HISTORY     - 20220610 GOOD             INDOT
 LB0887
 LB0887                          STATION DESCRIPTION
 LB0887
 LB0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0887'2.8 MI W FROM LEBANON.
 LB0887'ALONG STATE HIGHWAY 32 ABOUT 2.8 MILES WEST OF THE COUNTY COURT
 LB0887'HOUSE AT LEBANON, 0.1 MILE NORTHWEST OF THE JUNCTION OF A PAVED
 LB0887'ROAD LEADING WEST, SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 LB0887'HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 21 FEET NORTHEAST
 LB0887'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 LB0887'HIGHWAY.  A STANDARD DISK, STAMPED Y 112 1946.
 LB0887
 LB0887                          STATION RECOVERY (1973)
 LB0887
 LB0887'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 LB0887'RECOVERED IN GOOD CONDITION.
 LB0887
 LB0887                          STATION RECOVERY (1977)
 LB0887
 LB0887'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0887'RECOVERED IN GOOD CONDITION.
 LB0887
 LB0887                          STATION RECOVERY (2021)
 LB0887
 LB0887'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JH)
 LB0887'RECOVERED IN GOOD CONDITION.
 LB0887
 LB0887                          STATION RECOVERY (2022)
 LB0887
 LB0887'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 LB0887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0581 ***********************************************************************
 LB0581  DESIGNATION -  Y 113
 LB0581  PID         -  LB0581
 LB0581  STATE/COUNTY-  IN/BOONE
 LB0581  COUNTRY     -  US
 LB0581  USGS QUAD   -  MECHANICSBURG (2019)
 LB0581
 LB0581                         *CURRENT SURVEY CONTROL
 LB0581  ______________________________________________________________________
 LB0581* NAD 83(1986) POSITION- 40 07 34.     (N) 086 25 18.     (W)   SCALED
 LB0581* NAVD 88 ORTHO HEIGHT -   282.331 (meters)      926.28  (feet) ADJUSTED
 LB0581  ______________________________________________________________________
 LB0581  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 LB0581  DYNAMIC HEIGHT  -        282.176 (meters)      925.77  (feet) COMP
 LB0581  MODELED GRAVITY -    980,069.6   (mgal)                       NAVD 88
 LB0581
 LB0581  VERT ORDER      -  SECOND    CLASS 0
 LB0581
 LB0581.The horizontal coordinates were scaled from a map and have
 LB0581.an estimated accuracy of +/- 6 seconds.
 LB0581
 LB0581.The orthometric height was determined by differential leveling and
 LB0581.adjusted by the NATIONAL GEODETIC SURVEY
 LB0581.in June 1991.
 LB0581
 LB0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0581.GEOID18 height accuracy estimate available here.
 LB0581
 LB0581.Click photographs - Photos may exist for this station.
 LB0581
 LB0581.The dynamic height is computed by dividing the NAVD 88
 LB0581.geopotential number by the normal gravity value computed on the
 LB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0581.degrees latitude (g = 980.6199 gals.).
 LB0581
 LB0581.The modeled gravity was interpolated from observed gravity values.
 LB0581
 LB0581;                    North         East    Units  Estimated Accuracy
 LB0581;SPC IN W     -   541,730.      956,400.      MT  (+/- 180 meters Scaled)
 LB0581
 LB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK492419(NAD 83)
 LB0581
 LB0581                          SUPERSEDED SURVEY CONTROL
 LB0581
 LB0581  NGVD 29 (??/??/92)  282.431  (m)          926.61   (f) ADJ UNCH    2 0
 LB0581
 LB0581.Superseded values are not recommended for survey control.
 LB0581
 LB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0581.See file dsdata.pdf to determine how the superseded data were derived.
 LB0581
 LB0581_MARKER: DB = BENCH MARK DISK
 LB0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0581_STAMPING: Y 113 1946
 LB0581_MARK LOGO: CGS
 LB0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0581+STABILITY: SURFACE MOTION
 LB0581
 LB0581  HISTORY     - Date     Condition        Report By
 LB0581  HISTORY     - 1946     MONUMENTED       CGS
 LB0581
 LB0581                          STATION DESCRIPTION
 LB0581
 LB0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0581'2.4 MI W FROM ELIZAVILLE.
 LB0581'ALONG STATE HIGHWAY 47 ABOUT 2.4 MILES WEST OF THE CROSS ROADS
 LB0581'AT ELIZAVILLE, AT THE JUNCTION WITH A GRAVEL ROAD LEADING SOUTH,
 LB0581'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST
 LB0581'OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET WEST OF A WHITE
 LB0581'WOODEN WITNESS POST, 3.5 FEET EAST OF A FENCE CORNER AND
 LB0581'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 113
 LB0581'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB0581'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0031 ***********************************************************************
 LB0031  DESIGNATION -  Y 114
 LB0031  PID         -  LB0031
 LB0031  STATE/COUNTY-  IN/HOWARD
 LB0031  COUNTRY     -  US
 LB0031  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0031
 LB0031                         *CURRENT SURVEY CONTROL
 LB0031  ______________________________________________________________________
 LB0031* NAD 83(1986) POSITION- 40 30 11.     (N) 086 16 16.     (W)   SCALED
 LB0031* NAVD 88 ORTHO HEIGHT -   246.159 (meters)      807.61  (feet) ADJUSTED
 LB0031  ______________________________________________________________________
 LB0031  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 LB0031  DYNAMIC HEIGHT  -        246.032 (meters)      807.19  (feet) COMP
 LB0031  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 LB0031
 LB0031  VERT ORDER      -  SECOND    CLASS 0
 LB0031
 LB0031.The horizontal coordinates were scaled from a map and have
 LB0031.an estimated accuracy of +/- 6 seconds.
 LB0031
 LB0031.The orthometric height was determined by differential leveling and
 LB0031.adjusted by the NATIONAL GEODETIC SURVEY
 LB0031.in June 1991.
 LB0031
 LB0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0031.GEOID18 height accuracy estimate available here.
 LB0031
 LB0031.Click photographs - Photos may exist for this station.
 LB0031
 LB0031.The dynamic height is computed by dividing the NAVD 88
 LB0031.geopotential number by the normal gravity value computed on the
 LB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0031.degrees latitude (g = 980.6199 gals.).
 LB0031
 LB0031.The modeled gravity was interpolated from observed gravity values.
 LB0031
 LB0031;                    North         East    Units  Estimated Accuracy
 LB0031;SPC IN E     -   583,550.       48,770.      MT  (+/- 180 meters Scaled)
 LB0031
 LB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617838(NAD 83)
 LB0031
 LB0031                          SUPERSEDED SURVEY CONTROL
 LB0031
 LB0031  NGVD 29 (??/??/92)  246.268  (m)          807.96   (f) ADJ UNCH    2 0
 LB0031
 LB0031.Superseded values are not recommended for survey control.
 LB0031
 LB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0031.See file dsdata.pdf to determine how the superseded data were derived.
 LB0031
 LB0031_MARKER: DB = BENCH MARK DISK
 LB0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0031_SP_SET: BOX CULVERT HEADWALL
 LB0031_STAMPING: Y 114 1946
 LB0031_MARK LOGO: CGS
 LB0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0031+STABILITY: SURFACE MOTION
 LB0031
 LB0031  HISTORY     - Date     Condition        Report By
 LB0031  HISTORY     - 1946     MONUMENTED       CGS
 LB0031
 LB0031                          STATION DESCRIPTION
 LB0031
 LB0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0031'AT JUDSON.
 LB0031'AT JUDSON, ABOUT 250 FEET SOUTH OF THE CROSS ROADS AND CHURCH,
 LB0031'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 LB0031'7-FOOT CONCRETE BOX CULVERT, 11.5 FEET WEST OF THE CENTER LINE
 LB0031'OF THE ROAD AND ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD
 LB0031'DISK, STAMPED Y 114 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0012 ***********************************************************************
 LB0012  DESIGNATION -  Y 117
 LB0012  PID         -  LB0012
 LB0012  STATE/COUNTY-  IN/CARROLL
 LB0012  COUNTRY     -  US
 LB0012  USGS QUAD   -  CLYMERS (2019)
 LB0012
 LB0012                         *CURRENT SURVEY CONTROL
 LB0012  ______________________________________________________________________
 LB0012* NAD 83(1986) POSITION- 40 38 11.57   (N) 086 23 27.50   (W)   HD_HELD1
 LB0012* NAVD 88 ORTHO HEIGHT -   218.227 (meters)      715.97  (feet) ADJUSTED
 LB0012  ______________________________________________________________________
 LB0012  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 LB0012  DYNAMIC HEIGHT  -        218.120 (meters)      715.62  (feet) COMP
 LB0012  MODELED GRAVITY -    980,129.1   (mgal)                       NAVD 88
 LB0012
 LB0012  VERT ORDER      -  SECOND    CLASS 0
 LB0012
 LB0012.The horizontal coordinates were determined by differentially corrected
 LB0012.hand held GPS observations or other comparable positioning techniques
 LB0012.and have an estimated accuracy of +/- 3 meters.
 LB0012
 LB0012.The orthometric height was determined by differential leveling and
 LB0012.adjusted by the NATIONAL GEODETIC SURVEY
 LB0012.in June 1991.
 LB0012
 LB0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0012.GEOID18 height accuracy estimate available here.
 LB0012
 LB0012.Click photographs - Photos may exist for this station.
 LB0012
 LB0012.The dynamic height is computed by dividing the NAVD 88
 LB0012.geopotential number by the normal gravity value computed on the
 LB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0012.degrees latitude (g = 980.6199 gals.).
 LB0012
 LB0012.The modeled gravity was interpolated from observed gravity values.
 LB0012
 LB0012;                    North         East    Units  Estimated Accuracy
 LB0012;SPC IN W     -   598,428.4     958,569.0     MT  (+/- 3 meters HH1 GPS) 
 LB0012
 LB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5150098589(NAD 83)
 LB0012
 LB0012                          SUPERSEDED SURVEY CONTROL
 LB0012
 LB0012  NGVD 29 (??/??/92)  218.341  (m)          716.34   (f) ADJ UNCH    2 0
 LB0012
 LB0012.Superseded values are not recommended for survey control.
 LB0012
 LB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0012.See file dsdata.pdf to determine how the superseded data were derived.
 LB0012
 LB0012_MARKER: DB = BENCH MARK DISK
 LB0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0012_STAMPING: Y 117 1946
 LB0012_MARK LOGO: CGS
 LB0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0012+STABILITY: SURFACE MOTION
 LB0012
 LB0012  HISTORY     - Date     Condition        Report By
 LB0012  HISTORY     - 1946     MONUMENTED       CGS
 LB0012
 LB0012                          STATION DESCRIPTION
 LB0012
 LB0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0012'1.8 MI N FROM DEER CREEK.
 LB0012'ABOUT 1.75 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0012'WITH STATE HIGHWAY 218 AT DEER CREEK, 0.2 MILE NORTH OF THE
 LB0012'JUNCTION WITH A ROAD LEADING WEST, 48 FEET EAST OF THE CENTER
 LB0012'LINE OF THE HIGHWAY, 83 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LB0012'OF CLARA WILLIAMS FARM HOUSE, 3 FEET WEST OF A CONCRETE CORNER
 LB0012'FENCE POST, ABOUT 2 FEET LOWER THAN HIGHWAY LEVEL.  A STANDARD
 LB0012'DISK, STAMPED Y 117 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0012'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0683 ***********************************************************************
 LB0683  DESIGNATION -  Y 118
 LB0683  PID         -  LB0683
 LB0683  STATE/COUNTY-  IN/CLINTON
 LB0683  COUNTRY     -  US
 LB0683  USGS QUAD   -  FRANKFORT (2019)
 LB0683
 LB0683                         *CURRENT SURVEY CONTROL
 LB0683  ______________________________________________________________________
 LB0683* NAD 83(1986) POSITION- 40 21 30.     (N) 086 34 19.     (W)   SCALED
 LB0683* NAVD 88 ORTHO HEIGHT -   250.531 (meters)      821.95  (feet) ADJUSTED
 LB0683  ______________________________________________________________________
 LB0683  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 LB0683  DYNAMIC HEIGHT  -        250.402 (meters)      821.53  (feet) COMP
 LB0683  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 LB0683
 LB0683  VERT ORDER      -  SECOND    CLASS 0
 LB0683
 LB0683.The horizontal coordinates were scaled from a map and have
 LB0683.an estimated accuracy of +/- 6 seconds.
 LB0683
 LB0683.The orthometric height was determined by differential leveling and
 LB0683.adjusted by the NATIONAL GEODETIC SURVEY
 LB0683.in June 1991.
 LB0683
 LB0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0683.GEOID18 height accuracy estimate available here.
 LB0683
 LB0683.Click photographs - Photos may exist for this station.
 LB0683
 LB0683.The dynamic height is computed by dividing the NAVD 88
 LB0683.geopotential number by the normal gravity value computed on the
 LB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0683.degrees latitude (g = 980.6199 gals.).
 LB0683
 LB0683.The modeled gravity was interpolated from observed gravity values.
 LB0683
 LB0683;                    North         East    Units  Estimated Accuracy
 LB0683;SPC IN W     -   567,430.      943,440.      MT  (+/- 180 meters Scaled)
 LB0683
 LB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK363676(NAD 83)
 LB0683
 LB0683                          SUPERSEDED SURVEY CONTROL
 LB0683
 LB0683  NGVD 29 (??/??/92)  250.632  (m)          822.28   (f) ADJ UNCH    2 0
 LB0683
 LB0683.Superseded values are not recommended for survey control.
 LB0683
 LB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0683.See file dsdata.pdf to determine how the superseded data were derived.
 LB0683
 LB0683_MARKER: DB = BENCH MARK DISK
 LB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0683_STAMPING: Y 118 1946
 LB0683_MARK LOGO: CGS
 LB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0683+STABILITY: SURFACE MOTION
 LB0683
 LB0683  HISTORY     - Date     Condition        Report By
 LB0683  HISTORY     - 1946     MONUMENTED       CGS
 LB0683
 LB0683                          STATION DESCRIPTION
 LB0683
 LB0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0683'4.1 MI SE FROM ROSSVILLE.
 LB0683'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0683'OFFICE AT ROSSVILLE, ABOUT 0.5 MILE SOUTHEAST OF PLEASANT HILL
 LB0683'CHURCH, AT THE JUNCTION WITH A SIDE ROAD LEADING EAST, 29 FEET
 LB0683'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF
 LB0683'THE CENTER LINE OF THE ROAD LEADING EAST, 5.4 FEET SOUTH OF A
 LB0683'CONCRETE CORNER FENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE LINE,
 LB0683'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 118 1946
 LB0683'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0683'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0784 ***********************************************************************
 LB0784  DESIGNATION -  Y 119
 LB0784  PID         -  LB0784
 LB0784  STATE/COUNTY-  IN/TIPPECANOE
 LB0784  COUNTRY     -  US
 LB0784  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0784
 LB0784                         *CURRENT SURVEY CONTROL
 LB0784  ______________________________________________________________________
 LB0784* NAD 83(1986) POSITION- 40 25 30.     (N) 086 45 25.     (W)   SCALED
 LB0784* NAVD 88 ORTHO HEIGHT -   202.243 (meters)      663.53  (feet) ADJUSTED
 LB0784  ______________________________________________________________________
 LB0784  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 LB0784  DYNAMIC HEIGHT  -        202.141 (meters)      663.19  (feet) COMP
 LB0784  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 LB0784
 LB0784  VERT ORDER      -  SECOND    CLASS 0
 LB0784
 LB0784.The horizontal coordinates were scaled from a map and have
 LB0784.an estimated accuracy of +/- 6 seconds.
 LB0784
 LB0784.The orthometric height was determined by differential leveling and
 LB0784.adjusted by the NATIONAL GEODETIC SURVEY
 LB0784.in June 1991.
 LB0784
 LB0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0784.GEOID18 height accuracy estimate available here.
 LB0784
 LB0784.Click photographs - Photos may exist for this station.
 LB0784
 LB0784.The dynamic height is computed by dividing the NAVD 88
 LB0784.geopotential number by the normal gravity value computed on the
 LB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0784.degrees latitude (g = 980.6199 gals.).
 LB0784
 LB0784.The modeled gravity was interpolated from observed gravity values.
 LB0784
 LB0784;                    North         East    Units  Estimated Accuracy
 LB0784;SPC IN W     -   574,760.      927,700.      MT  (+/- 180 meters Scaled)
 LB0784
 LB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK206749(NAD 83)
 LB0784
 LB0784                          SUPERSEDED SURVEY CONTROL
 LB0784
 LB0784  NGVD 29 (??/??/92)  202.348  (m)          663.87   (f) ADJ UNCH    2 0
 LB0784
 LB0784.Superseded values are not recommended for survey control.
 LB0784
 LB0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0784.See file dsdata.pdf to determine how the superseded data were derived.
 LB0784
 LB0784_MARKER: DB = BENCH MARK DISK
 LB0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0784_SP_SET: BUILDING
 LB0784_STAMPING: Y 119 1946
 LB0784_MARK LOGO: CGS
 LB0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0784
 LB0784  HISTORY     - Date     Condition        Report By
 LB0784  HISTORY     - 1946     MONUMENTED       CGS
 LB0784
 LB0784                          STATION DESCRIPTION
 LB0784
 LB0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0784'AT MONITOR.
 LB0784'AT MONITOR, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 LB0784'CORNER OF PERRY TOWNSHIP HIGHSCHOOL, 1.4 FOOT SOUTH OF THE
 LB0784'CORNER AND 2.8 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LB0784'Y 119 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0368 ***********************************************************************
 KA0368  DESIGNATION -  Y 12
 KA0368  PID         -  KA0368
 KA0368  STATE/COUNTY-  IN/OWEN
 KA0368  COUNTRY     -  US
 KA0368  USGS QUAD   -  FREEDOM (2019)
 KA0368
 KA0368                         *CURRENT SURVEY CONTROL
 KA0368  ______________________________________________________________________
 KA0368* NAD 83(1986) POSITION- 39 11 11.     (N) 086 52 06.     (W)   SCALED
 KA0368* NAVD 88 ORTHO HEIGHT -   166.304 (meters)      545.62  (feet) ADJUSTED
 KA0368  ______________________________________________________________________
 KA0368  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KA0368  DYNAMIC HEIGHT  -        166.204 (meters)      545.29  (feet) COMP
 KA0368  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 KA0368
 KA0368  VERT ORDER      -  FIRST     CLASS II
 KA0368
 KA0368.The horizontal coordinates were scaled from a map and have
 KA0368.an estimated accuracy of +/- 6 seconds.
 KA0368
 KA0368.The orthometric height was determined by differential leveling and
 KA0368.adjusted by the NATIONAL GEODETIC SURVEY
 KA0368.in June 1991.
 KA0368
 KA0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0368.GEOID18 height accuracy estimate available here.
 KA0368
 KA0368.Click photographs - Photos may exist for this station.
 KA0368
 KA0368.The dynamic height is computed by dividing the NAVD 88
 KA0368.geopotential number by the normal gravity value computed on the
 KA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0368.degrees latitude (g = 980.6199 gals.).
 KA0368
 KA0368.The modeled gravity was interpolated from observed gravity values.
 KA0368
 KA0368;                    North         East    Units  Estimated Accuracy
 KA0368;SPC IN W     -   437,210.      918,580.      MT  (+/- 180 meters Scaled)
 KA0368
 KA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113374(NAD 83)
 KA0368
 KA0368                          SUPERSEDED SURVEY CONTROL
 KA0368
 KA0368  NGVD 29 (??/??/92)  166.434  (m)          546.04   (f) ADJ UNCH    1 2
 KA0368
 KA0368.Superseded values are not recommended for survey control.
 KA0368
 KA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0368.See file dsdata.pdf to determine how the superseded data were derived.
 KA0368
 KA0368_MARKER: DB = BENCH MARK DISK
 KA0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0368_STAMPING: 546.042 Y 12 1930
 KA0368_MARK LOGO: CGS
 KA0368_PROJECTION: PROJECTING
 KA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0368+STABILITY: SURFACE MOTION
 KA0368
 KA0368  HISTORY     - Date     Condition        Report By
 KA0368  HISTORY     - 1930     MONUMENTED       CGS
 KA0368  HISTORY     - 1946     GOOD             CGS
 KA0368
 KA0368                          STATION DESCRIPTION
 KA0368
 KA0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0368'1.5 MI S FROM FREEDOM.
 KA0368'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KA0368'AT FREEDOM, OWEN COUNTY, 70 FEET SOUTHWEST ACROSS THE TRACK
 KA0368'FROM THE TENTH POLE SOUTH OF MILEPOST 64, AT A DIRT-ROAD CROSSING,
 KA0368'49 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25.5 FEET WEST OF
 KA0368'THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A WHITE WOODEN
 KA0368'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 KA0368'STAMPED 546.042 Y 12 1930 AND SET IN THE TOP OF A CONCRETE POST
 KA0368'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0944 ***********************************************************************
 LB0944  DESIGNATION -  Y 120
 LB0944  PID         -  LB0944
 LB0944  STATE/COUNTY-  IN/WHITE
 LB0944  COUNTRY     -  US
 LB0944  USGS QUAD   -  BURROWS (2019)
 LB0944
 LB0944                         *CURRENT SURVEY CONTROL
 LB0944  ______________________________________________________________________
 LB0944* NAD 83(1986) POSITION- 40 44 09.     (N) 086 35 27.     (W)   SCALED
 LB0944* NAVD 88 ORTHO HEIGHT -   217.767 (meters)      714.46  (feet) ADJUSTED
 LB0944  ______________________________________________________________________
 LB0944  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 LB0944  DYNAMIC HEIGHT  -        217.666 (meters)      714.13  (feet) COMP
 LB0944  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 LB0944
 LB0944  VERT ORDER      -  SECOND    CLASS 0
 LB0944
 LB0944.The horizontal coordinates were scaled from a map and have
 LB0944.an estimated accuracy of +/- 6 seconds.
 LB0944
 LB0944.The orthometric height was determined by differential leveling and
 LB0944.adjusted by the NATIONAL GEODETIC SURVEY
 LB0944.in June 1991.
 LB0944
 LB0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0944.GEOID18 height accuracy estimate available here.
 LB0944
 LB0944.Click photographs - Photos may exist for this station.
 LB0944
 LB0944.The dynamic height is computed by dividing the NAVD 88
 LB0944.geopotential number by the normal gravity value computed on the
 LB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0944.degrees latitude (g = 980.6199 gals.).
 LB0944
 LB0944.The modeled gravity was interpolated from observed gravity values.
 LB0944
 LB0944;                    North         East    Units  Estimated Accuracy
 LB0944;SPC IN W     -   609,340.      941,600.      MT  (+/- 180 meters Scaled)
 LB0944
 LB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345095(NAD 83)
 LB0944
 LB0944                          SUPERSEDED SURVEY CONTROL
 LB0944
 LB0944  NGVD 29 (??/??/92)  217.876  (m)          714.81   (f) ADJ UNCH    2 0
 LB0944
 LB0944.Superseded values are not recommended for survey control.
 LB0944
 LB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0944.See file dsdata.pdf to determine how the superseded data were derived.
 LB0944
 LB0944_MARKER: DB = BENCH MARK DISK
 LB0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0944_STAMPING: Y 120 1946
 LB0944_MARK LOGO: CGS
 LB0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0944+STABILITY: SURFACE MOTION
 LB0944
 LB0944  HISTORY     - Date     Condition        Report By
 LB0944  HISTORY     - 1946     MONUMENTED       CGS
 LB0944
 LB0944                          STATION DESCRIPTION
 LB0944
 LB0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0944'1.8 MI S FROM BURNETTSVILLE.
 LB0944'ABOUT 1.8 MILE SOUTH ALONG THE BURNETTSVILLE-LOCKPORT ROAD FROM
 LB0944'THE PENNSYLVANIA RAILROAD STATION AT BURNETTSVILLE, AT THE
 LB0944'INTERSECTION WITH THE EAST-WEST WHITE-CARROLL COUNTY LINE ROAD,
 LB0944'IN THE NORTHEAST QUARTER OF THE INTERSECTION, 24 FEET EAST OF THE
 LB0944'CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER
 LB0944'LINE OF THE COUNTY LINE ROAD, 10 FEET SOUTHEAST OF A FENCE CORNER,
 LB0944'1.5 FOOT SOUTHWEST OF A FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 LB0944'ROAD LEVEL.  A STANDARD DISK, STAMPED Y 120 1946 AND SET IN THE
 LB0944'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0116 ***********************************************************************
 KA0116  DESIGNATION -  Y 121
 KA0116  PID         -  KA0116
 KA0116  STATE/COUNTY-  IN/HENDRICKS
 KA0116  COUNTRY     -  US
 KA0116  USGS QUAD   -  BROWNSBURG (2019)
 KA0116
 KA0116                         *CURRENT SURVEY CONTROL
 KA0116  ______________________________________________________________________
 KA0116* NAD 83(1986) POSITION- 39 51 40.     (N) 086 26 38.     (W)   SCALED
 KA0116* NAVD 88 ORTHO HEIGHT -   279.036 (meters)      915.47  (feet) ADJUSTED
 KA0116  ______________________________________________________________________
 KA0116  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 KA0116  DYNAMIC HEIGHT  -        278.883 (meters)      914.97  (feet) COMP
 KA0116  MODELED GRAVITY -    980,070.3   (mgal)                       NAVD 88
 KA0116
 KA0116  VERT ORDER      -  SECOND    CLASS 0
 KA0116
 KA0116.The horizontal coordinates were scaled from a map and have
 KA0116.an estimated accuracy of +/- 6 seconds.
 KA0116
 KA0116.The orthometric height was determined by differential leveling and
 KA0116.adjusted by the NATIONAL GEODETIC SURVEY
 KA0116.in June 1991.
 KA0116
 KA0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0116.GEOID18 height accuracy estimate available here.
 KA0116
 KA0116.Click photographs - Photos may exist for this station.
 KA0116
 KA0116.The dynamic height is computed by dividing the NAVD 88
 KA0116.geopotential number by the normal gravity value computed on the
 KA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0116.degrees latitude (g = 980.6199 gals.).
 KA0116
 KA0116.The modeled gravity was interpolated from observed gravity values.
 KA0116
 KA0116;                    North         East    Units  Estimated Accuracy
 KA0116;SPC IN W     -   512,290.      954,710.      MT  (+/- 180 meters Scaled)
 KA0116
 KA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK475124(NAD 83)
 KA0116
 KA0116                          SUPERSEDED SURVEY CONTROL
 KA0116
 KA0116  NGVD 29 (??/??/92)  279.142  (m)          915.82   (f) ADJ UNCH    2 0
 KA0116
 KA0116.Superseded values are not recommended for survey control.
 KA0116
 KA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0116.See file dsdata.pdf to determine how the superseded data were derived.
 KA0116
 KA0116_MARKER: DB = BENCH MARK DISK
 KA0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0116_STAMPING: Y 121 1946
 KA0116_MARK LOGO: CGS
 KA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0116+STABILITY: SURFACE MOTION
 KA0116
 KA0116  HISTORY     - Date     Condition        Report By
 KA0116  HISTORY     - 1946     MONUMENTED       CGS
 KA0116
 KA0116                          STATION DESCRIPTION
 KA0116
 KA0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0116'2.8 MI NW FROM BROWNSBURG.
 KA0116'ABOUT 2.8 MILES NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY
 KA0116'FROM THE STATION AT BROWNSBURG, ABOUT 1.2 MILES SOUTHEAST
 KA0116'OF THE MAIN ROAD CROSSING AT PITTSBORO, AT A NORTH-SOUTH GRAVEL
 KA0116'ROAD CROSSING, 84 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KA0116'CROSSING, 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 25 FEET EAST
 KA0116'OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET SOUTHWEST OF POLE
 KA0116'NO. 16/31, ABOUT 3 FEET ABOVE THE ROAD LEVEL AND SET IN THE
 KA0116'NORTHWEST CORNER OF A CULTIVATED FIELD.  A STANDARD DISK,
 KA0116'STAMPED Y 121 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0116'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1391 ***********************************************************************
 LB1391  DESIGNATION -  Y 122
 LB1391  PID         -  LB1391
 LB1391  STATE/COUNTY-  IN/BENTON
 LB1391  COUNTRY     -  US
 LB1391  USGS QUAD   -  TEMPLETON (2019)
 LB1391
 LB1391                         *CURRENT SURVEY CONTROL
 LB1391  ______________________________________________________________________
 LB1391* NAD 83(1986) POSITION- 40 36 21.     (N) 087 14 15.     (W)   SCALED
 LB1391* NAVD 88 ORTHO HEIGHT -   242.956 (meters)      797.10  (feet) ADJUSTED
 LB1391  ______________________________________________________________________
 LB1391  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 LB1391  DYNAMIC HEIGHT  -        242.838 (meters)      796.71  (feet) COMP
 LB1391  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 LB1391
 LB1391  VERT ORDER      -  SECOND    CLASS 0
 LB1391
 LB1391.The horizontal coordinates were scaled from a map and have
 LB1391.an estimated accuracy of +/- 6 seconds.
 LB1391
 LB1391.The orthometric height was determined by differential leveling and
 LB1391.adjusted by the NATIONAL GEODETIC SURVEY
 LB1391.in June 1991.
 LB1391
 LB1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1391.GEOID18 height accuracy estimate available here.
 LB1391
 LB1391.Click photographs - Photos may exist for this station.
 LB1391
 LB1391.The dynamic height is computed by dividing the NAVD 88
 LB1391.geopotential number by the normal gravity value computed on the
 LB1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1391.degrees latitude (g = 980.6199 gals.).
 LB1391
 LB1391.The modeled gravity was interpolated from observed gravity values.
 LB1391
 LB1391;                    North         East    Units  Estimated Accuracy
 LB1391;SPC IN W     -   594,800.      886,950.      MT  (+/- 180 meters Scaled)
 LB1391
 LB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK799950(NAD 83)
 LB1391
 LB1391                          SUPERSEDED SURVEY CONTROL
 LB1391
 LB1391  NGVD 29 (??/??/92)  243.017  (m)          797.30   (f) ADJ UNCH    2 0
 LB1391
 LB1391.Superseded values are not recommended for survey control.
 LB1391
 LB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1391.See file dsdata.pdf to determine how the superseded data were derived.
 LB1391
 LB1391_MARKER: DB = BENCH MARK DISK
 LB1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1391_STAMPING: Y 122 1946
 LB1391_MARK LOGO: CGS
 LB1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1391+STABILITY: SURFACE MOTION
 LB1391
 LB1391  HISTORY     - Date     Condition        Report By
 LB1391  HISTORY     - 1946     MONUMENTED       CGS
 LB1391
 LB1391                          STATION DESCRIPTION
 LB1391
 LB1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1391'4.8 MI SE FROM FOWLER.
 LB1391'ALONG STATE HIGHWAY 18 ABOUT 4.8 MILES SOUTHEAST AND EAST FROM
 LB1391'THE COUNTY COURT HOUSE AT FOWLER, AT A T FENCE CORNER ON THE
 LB1391'SOUTH SIDE OF THE HIGHWAY, AT THE NORTH END OF A NORTH-SOUTH
 LB1391'ROW OF HEDGE TREES DIVIDING TWO CULTIVATED FIELDS, ABOUT 0.1
 LB1391'MILE EAST OF THE CREST OF A GRADE, ABOUT 2 FEET NORTH OF THE
 LB1391'SOUTH RIGHT-OF-WAY FENCE LINE, 34 FEET SOUTH OF THE CENTER LINE
 LB1391'OF THE HIGHWAY, 3 FEET ABOVE HIGHWAY LEVEL, 1 1/2 FOOT EAST OF
 LB1391'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 122
 LB1391'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB1391'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1331 ***********************************************************************
 LB1331  DESIGNATION -  Y 123
 LB1331  PID         -  LB1331
 LB1331  STATE/COUNTY-  IN/BENTON
 LB1331  COUNTRY     -  US
 LB1331  USGS QUAD   -  WADENA (2019)
 LB1331
 LB1331                         *CURRENT SURVEY CONTROL
 LB1331  ______________________________________________________________________
 LB1331* NAD 83(1986) POSITION- 40 42 29.     (N) 087 16 01.     (W)   SCALED
 LB1331* NAVD 88 ORTHO HEIGHT -   241.678 (meters)      792.91  (feet) ADJUSTED
 LB1331  ______________________________________________________________________
 LB1331  GEOID HEIGHT    -        -33.406 (meters)                     GEOID18
 LB1331  DYNAMIC HEIGHT  -        241.564 (meters)      792.53  (feet) COMP
 LB1331  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 LB1331
 LB1331  VERT ORDER      -  SECOND    CLASS 0
 LB1331
 LB1331.The horizontal coordinates were scaled from a map and have
 LB1331.an estimated accuracy of +/- 6 seconds.
 LB1331
 LB1331.The orthometric height was determined by differential leveling and
 LB1331.adjusted by the NATIONAL GEODETIC SURVEY
 LB1331.in June 1991.
 LB1331
 LB1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1331.GEOID18 height accuracy estimate available here.
 LB1331
 LB1331.Click photographs - Photos may exist for this station.
 LB1331
 LB1331.The dynamic height is computed by dividing the NAVD 88
 LB1331.geopotential number by the normal gravity value computed on the
 LB1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1331.degrees latitude (g = 980.6199 gals.).
 LB1331
 LB1331.The modeled gravity was interpolated from observed gravity values.
 LB1331
 LB1331;                    North         East    Units  Estimated Accuracy
 LB1331;SPC IN W     -   606,160.      884,480.      MT  (+/- 180 meters Scaled)
 LB1331
 LB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774063(NAD 83)
 LB1331
 LB1331                          SUPERSEDED SURVEY CONTROL
 LB1331
 LB1331  NGVD 29 (??/??/92)  241.739  (m)          793.11   (f) ADJ UNCH    2 0
 LB1331
 LB1331.Superseded values are not recommended for survey control.
 LB1331
 LB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1331.See file dsdata.pdf to determine how the superseded data were derived.
 LB1331
 LB1331_MARKER: DB = BENCH MARK DISK
 LB1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1331_SP_SET: BRIDGE
 LB1331_STAMPING: Y 123 1946
 LB1331_MARK LOGO: CGS
 LB1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1331
 LB1331  HISTORY     - Date     Condition        Report By
 LB1331  HISTORY     - 1946     MONUMENTED       CGS
 LB1331
 LB1331                          STATION DESCRIPTION
 LB1331
 LB1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1331'5.3 MI SE FROM GOODLAND.
 LB1331'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1331'STATION AT GOODLAND, THENCE 1.9 MILE SOUTH, 0.5 MILE EAST AND
 LB1331'2.1 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 1.0 MILE NORTH OF
 LB1331'UNION TOWNSHIP SCHOOL, AT THE JUNCTION OF A ROAD LEADING EAST,
 LB1331'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 16-FOOT CONCRETE
 LB1331'BRIDGE SLANTING DIAGONALLY FROM NORTHEAST TO SOUTHWEST UNDER
 LB1331'THE ROAD, 15 FEET NORTHEAST OF REA POWER POLE NUMBER F 15, 11
 LB1331'FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE
 LB1331'WEST CONCRETE BRIDGE RAILING AND ABOUT 1 FOOT BELOW THE LEVEL
 LB1331'OF THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED Y 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1436 ***********************************************************************
 LB1436  DESIGNATION -  Y 124
 LB1436  PID         -  LB1436
 LB1436  STATE/COUNTY-  IN/JASPER
 LB1436  COUNTRY     -  US
 LB1436  USGS QUAD   -  REMINGTON (2019)
 LB1436
 LB1436                         *CURRENT SURVEY CONTROL
 LB1436  ______________________________________________________________________
 LB1436* NAD 83(1986) POSITION- 40 45 37.     (N) 087 08 13.     (W)   SCALED
 LB1436* NAVD 88 ORTHO HEIGHT -   223.363 (meters)      732.82  (feet) ADJUSTED
 LB1436  ______________________________________________________________________
 LB1436  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 LB1436  DYNAMIC HEIGHT  -        223.261 (meters)      732.48  (feet) COMP
 LB1436  MODELED GRAVITY -    980,160.4   (mgal)                       NAVD 88
 LB1436
 LB1436  VERT ORDER      -  SECOND    CLASS 0
 LB1436
 LB1436.The horizontal coordinates were scaled from a map and have
 LB1436.an estimated accuracy of +/- 6 seconds.
 LB1436
 LB1436.The orthometric height was determined by differential leveling and
 LB1436.adjusted by the NATIONAL GEODETIC SURVEY
 LB1436.in June 1991.
 LB1436
 LB1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1436.GEOID18 height accuracy estimate available here.
 LB1436
 LB1436.Click photographs - Photos may exist for this station.
 LB1436
 LB1436.The dynamic height is computed by dividing the NAVD 88
 LB1436.geopotential number by the normal gravity value computed on the
 LB1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1436.degrees latitude (g = 980.6199 gals.).
 LB1436
 LB1436.The modeled gravity was interpolated from observed gravity values.
 LB1436
 LB1436;                    North         East    Units  Estimated Accuracy
 LB1436;SPC IN W     -   611,940.      895,470.      MT  (+/- 180 meters Scaled)
 LB1436
 LB1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL884121(NAD 83)
 LB1436
 LB1436                          SUPERSEDED SURVEY CONTROL
 LB1436
 LB1436  NGVD 29 (??/??/92)  223.440  (m)          733.07   (f) ADJ UNCH    2 0
 LB1436
 LB1436.Superseded values are not recommended for survey control.
 LB1436
 LB1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1436.See file dsdata.pdf to determine how the superseded data were derived.
 LB1436
 LB1436_MARKER: DB = BENCH MARK DISK
 LB1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1436_STAMPING: Y 124 1946
 LB1436_MARK LOGO: CGS
 LB1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1436+STABILITY: SURFACE MOTION
 LB1436
 LB1436  HISTORY     - Date     Condition        Report By
 LB1436  HISTORY     - 1946     MONUMENTED       CGS
 LB1436  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1436  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1436  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1436
 LB1436                          STATION DESCRIPTION
 LB1436
 LB1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1436'0.7 MI E FROM REMINGTON.
 LB1436'ALONG THE PENNSYLVANIA RAILROAD ABOUT 0.7 MILE EAST OF THE STATION
 LB1436'AT REMINGTON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, IN THE
 LB1436'SOUTHWEST QUARTER OF THE CROSSING, 45.5 FEET SOUTH OF THE SOUTH
 LB1436'RAIL OF THE TRACK, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 26
 LB1436'FEET SOUTHEAST OF A TELEGRAPH POLE, 1 FOOT NORTH OF THE SOUTH
 LB1436'RAILROAD RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 LB1436'WITNESS POST AND 2 FEET BELOW THE LEVEL OF THE CROSSING.  A
 LB1436'STANDARD DISK, STAMPED Y 124 1946 AND SET IN THE TOP OF A CONCRETE
 LB1436'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1436
 LB1436                          STATION RECOVERY (2007)
 LB1436
 LB1436'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1436'MARK NOT FOUND.
 LB1436
 LB1436                          STATION RECOVERY (2008)
 LB1436
 LB1436'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1436'MARK NOT FOUND.
 LB1436
 LB1436                          STATION RECOVERY (2012)
 LB1436
 LB1436'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1163 ***********************************************************************
 LB1163  DESIGNATION -  Y 125
 LB1163  PID         -  LB1163
 LB1163  STATE/COUNTY-  IN/TIPPECANOE
 LB1163  COUNTRY     -  US
 LB1163  USGS QUAD   -  BROOKSTON (2019)
 LB1163
 LB1163                         *CURRENT SURVEY CONTROL
 LB1163  ______________________________________________________________________
 LB1163* NAD 83(1986) POSITION- 40 33 15.     (N) 086 51 04.     (W)   SCALED
 LB1163* NAVD 88 ORTHO HEIGHT -   202.796 (meters)      665.34  (feet) ADJUSTED
 LB1163  ______________________________________________________________________
 LB1163  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 LB1163  DYNAMIC HEIGHT  -        202.698 (meters)      665.02  (feet) COMP
 LB1163  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 LB1163
 LB1163  VERT ORDER      -  SECOND    CLASS 0
 LB1163
 LB1163.The horizontal coordinates were scaled from a map and have
 LB1163.an estimated accuracy of +/- 6 seconds.
 LB1163
 LB1163.The orthometric height was determined by differential leveling and
 LB1163.adjusted by the NATIONAL GEODETIC SURVEY
 LB1163.in June 1991.
 LB1163
 LB1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1163.GEOID18 height accuracy estimate available here.
 LB1163
 LB1163.Click photographs - Photos may exist for this station.
 LB1163
 LB1163.The dynamic height is computed by dividing the NAVD 88
 LB1163.geopotential number by the normal gravity value computed on the
 LB1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1163.degrees latitude (g = 980.6199 gals.).
 LB1163
 LB1163.The modeled gravity was interpolated from observed gravity values.
 LB1163
 LB1163;                    North         East    Units  Estimated Accuracy
 LB1163;SPC IN W     -   589,080.      919,670.      MT  (+/- 180 meters Scaled)
 LB1163
 LB1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK126892(NAD 83)
 LB1163
 LB1163                          SUPERSEDED SURVEY CONTROL
 LB1163
 LB1163  NGVD 29 (??/??/92)  202.892  (m)          665.65   (f) ADJ UNCH    2 0
 LB1163
 LB1163.Superseded values are not recommended for survey control.
 LB1163
 LB1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1163.See file dsdata.pdf to determine how the superseded data were derived.
 LB1163
 LB1163_MARKER: DB = BENCH MARK DISK
 LB1163_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB1163+WITH SETTING: PAVEMENT
 LB1163_SP_SET: SEMAPHORE BASE
 LB1163_STAMPING: Y 125 1946
 LB1163_MARK LOGO: CGS
 LB1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1163+STABILITY: SURFACE MOTION
 LB1163
 LB1163  HISTORY     - Date     Condition        Report By
 LB1163  HISTORY     - 1946     MONUMENTED       CGS
 LB1163
 LB1163                          STATION DESCRIPTION
 LB1163
 LB1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1163'3.3 MI N FROM BATTLE GROUND.
 LB1163'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY 3.3 MILES
 LB1163'NORTH OF THE STATION AT BATTLE GROUND AND 3.4 MILES SOUTH OF THE
 LB1163'STATION AT BROOKSTON, 0.55 MILE NORTH OF THE GRAIN ELEVATOR AT
 LB1163'ASH GROVE, 0.4 MILE NORTH OF MILEPOST 110, SET IN THE NORTHWEST
 LB1163'CORNER OF THE CONCRETE FOUNDATION OF SEMAPHORE SIGNAL NUMBER 109.6,
 LB1163'8 FEET EAST OF THE EAST RAIL OF THE TRACK, 17 FEET NORTH OF THE
 LB1163'NORTHWEST CORNER OF A SMALL TOOL SHED AND ABOUT 1 FOOT BELOW TRACK
 LB1163'LEVEL.  A STANDARD DISK, STAMPED Y 125 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1071 ***********************************************************************
 LB1071  DESIGNATION -  Y 126
 LB1071  PID         -  LB1071
 LB1071  STATE/COUNTY-  IN/CASS
 LB1071  COUNTRY     -  US
 LB1071  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1071
 LB1071                         *CURRENT SURVEY CONTROL
 LB1071  ______________________________________________________________________
 LB1071* NAD 83(1986) POSITION- 40 52 00.     (N) 086 30 16.     (W)   SCALED
 LB1071* NAVD 88 ORTHO HEIGHT -   222.510 (meters)      730.02  (feet) ADJUSTED
 LB1071  ______________________________________________________________________
 LB1071  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 LB1071  DYNAMIC HEIGHT  -        222.409 (meters)      729.69  (feet) COMP
 LB1071  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 LB1071
 LB1071  VERT ORDER      -  SECOND    CLASS 0
 LB1071
 LB1071.The horizontal coordinates were scaled from a map and have
 LB1071.an estimated accuracy of +/- 6 seconds.
 LB1071
 LB1071.The orthometric height was determined by differential leveling and
 LB1071.adjusted by the NATIONAL GEODETIC SURVEY
 LB1071.in June 1991.
 LB1071
 LB1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1071.GEOID18 height accuracy estimate available here.
 LB1071
 LB1071.Click photographs - Photos may exist for this station.
 LB1071
 LB1071.The dynamic height is computed by dividing the NAVD 88
 LB1071.geopotential number by the normal gravity value computed on the
 LB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1071.degrees latitude (g = 980.6199 gals.).
 LB1071
 LB1071.The modeled gravity was interpolated from observed gravity values.
 LB1071
 LB1071;                    North         East    Units  Estimated Accuracy
 LB1071;SPC IN E     -   624,090.       29,370.      MT  (+/- 180 meters Scaled)
 LB1071
 LB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL417240(NAD 83)
 LB1071
 LB1071                          SUPERSEDED SURVEY CONTROL
 LB1071
 LB1071  NGVD 29 (??/??/92)  222.621  (m)          730.38   (f) ADJ UNCH    2 0
 LB1071
 LB1071.Superseded values are not recommended for survey control.
 LB1071
 LB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1071.See file dsdata.pdf to determine how the superseded data were derived.
 LB1071
 LB1071_MARKER: DB = BENCH MARK DISK
 LB1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1071_STAMPING: Y 126 1946
 LB1071_MARK LOGO: CGS
 LB1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1071+STABILITY: SURFACE MOTION
 LB1071
 LB1071  HISTORY     - Date     Condition        Report By
 LB1071  HISTORY     - 1946     MONUMENTED       CGS
 LB1071
 LB1071                          STATION DESCRIPTION
 LB1071
 LB1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1071'AT ROYAL CENTER.
 LB1071'AT ROYAL CENTER, ALONG STATE HIGHWAY 16 ABOUT 0.2 MILE WEST
 LB1071'OF THE SCHOOL BUILDING, AT THE CROSSING OF THE PENNSYLVANIA
 LB1071'RAILROAD, ABOUT 100 YARDS NORTHWEST AND ACROSS THE TRACKS FROM
 LB1071'A CANNING FACTORY, 0.1 MILE EAST OF THE WEST CITY LIMITS, 44
 LB1071'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF
 LB1071'THE SOUTHWEST RAIL OF THE SOUTH BOUND TRACK, 29 FEET SOUTHWEST
 LB1071'OF A CROSSING WARNING SIGNAL, 4 FEET NORTH OF A TELEPHONE POLE,
 LB1071'ABOUT 4 FEET LOWER THAN THE LEVEL OF THE CROSSING AND SET IN THE
 LB1071'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1128 ***********************************************************************
 LB1128  DESIGNATION -  Y 127
 LB1128  PID         -  LB1128
 LB1128  STATE/COUNTY-  IN/WHITE
 LB1128  COUNTRY     -  US
 LB1128  USGS QUAD   -  BUFFALO (2019)
 LB1128
 LB1128                         *CURRENT SURVEY CONTROL
 LB1128  ______________________________________________________________________
 LB1128* NAD 83(1986) POSITION- 40 53 44.     (N) 086 44 47.     (W)   SCALED
 LB1128* NAVD 88 ORTHO HEIGHT -   205.526 (meters)      674.30  (feet) ADJUSTED
 LB1128  ______________________________________________________________________
 LB1128  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 LB1128  DYNAMIC HEIGHT  -        205.435 (meters)      674.00  (feet) COMP
 LB1128  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 LB1128
 LB1128  VERT ORDER      -  SECOND    CLASS 0
 LB1128
 LB1128.The horizontal coordinates were scaled from a map and have
 LB1128.an estimated accuracy of +/- 6 seconds.
 LB1128
 LB1128.The orthometric height was determined by differential leveling and
 LB1128.adjusted by the NATIONAL GEODETIC SURVEY
 LB1128.in June 1991.
 LB1128
 LB1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1128.GEOID18 height accuracy estimate available here.
 LB1128
 LB1128.Click photographs - Photos may exist for this station.
 LB1128
 LB1128.The dynamic height is computed by dividing the NAVD 88
 LB1128.geopotential number by the normal gravity value computed on the
 LB1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1128.degrees latitude (g = 980.6199 gals.).
 LB1128
 LB1128.The modeled gravity was interpolated from observed gravity values.
 LB1128
 LB1128;                    North         East    Units  Estimated Accuracy
 LB1128;SPC IN W     -   627,010.      928,390.      MT  (+/- 180 meters Scaled)
 LB1128
 LB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL213271(NAD 83)
 LB1128
 LB1128                          SUPERSEDED SURVEY CONTROL
 LB1128
 LB1128  NGVD 29 (??/??/92)  205.644  (m)          674.68   (f) ADJ UNCH    2 0
 LB1128
 LB1128.Superseded values are not recommended for survey control.
 LB1128
 LB1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1128.See file dsdata.pdf to determine how the superseded data were derived.
 LB1128
 LB1128_MARKER: DB = BENCH MARK DISK
 LB1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1128_STAMPING: Y 127 1946
 LB1128_MARK LOGO: CGS
 LB1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1128+STABILITY: SURFACE MOTION
 LB1128
 LB1128  HISTORY     - Date     Condition        Report By
 LB1128  HISTORY     - 1946     MONUMENTED       CGS
 LB1128
 LB1128                          STATION DESCRIPTION
 LB1128
 LB1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1128'1 MI NE FROM BUFFALO.
 LB1128'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 39 FROM THE SCHOOL
 LB1128'BUILDING AT BUFFALO, THENCE EAST AND NORTH ALONG A GRAVEL ROAD
 LB1128'FOR ABOUT 0.7 MILE, 0.2 MILE SOUTH OF A CROSS ROAD, AT THE
 LB1128'DRIVEWAY LEADING EAST TO CHAS. MEASELS FARM HOUSE, 36 FEET EAST
 LB1128'OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE
 LB1128'OF THE GRAVEL DRIVEWAY, 17 FEET NORTHEAST OF A 10-INCH WALNUT
 LB1128'TREE, 10.5 FEET SOUTHEAST OF AN 8-INCH WALNUT TREE, 12 FEET
 LB1128'EAST OF A T FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 LB1128'PROJECTING ABOUT 6 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1040 ***********************************************************************
 LB1040  DESIGNATION -  Y 128
 LB1040  PID         -  LB1040
 LB1040  STATE/COUNTY-  IN/CASS
 LB1040  COUNTRY     -  US
 LB1040  USGS QUAD   -  BURNETTSVILLE (2019)
 LB1040
 LB1040                         *CURRENT SURVEY CONTROL
 LB1040  ______________________________________________________________________
 LB1040* NAD 83(1986) POSITION- 40 51 57.     (N) 086 30 04.     (W)   SCALED
 LB1040* NAVD 88 ORTHO HEIGHT -   224.352 (meters)      736.06  (feet) ADJUSTED
 LB1040  ______________________________________________________________________
 LB1040  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 LB1040  DYNAMIC HEIGHT  -        224.250 (meters)      735.73  (feet) COMP
 LB1040  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 LB1040
 LB1040  VERT ORDER      -  SECOND    CLASS 0
 LB1040
 LB1040.The horizontal coordinates were scaled from a map and have
 LB1040.an estimated accuracy of +/- 6 seconds.
 LB1040
 LB1040.The orthometric height was determined by differential leveling and
 LB1040.adjusted by the NATIONAL GEODETIC SURVEY
 LB1040.in June 1991.
 LB1040
 LB1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1040.GEOID18 height accuracy estimate available here.
 LB1040
 LB1040.Click photographs - Photos may exist for this station.
 LB1040
 LB1040.The dynamic height is computed by dividing the NAVD 88
 LB1040.geopotential number by the normal gravity value computed on the
 LB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1040.degrees latitude (g = 980.6199 gals.).
 LB1040
 LB1040.The modeled gravity was interpolated from observed gravity values.
 LB1040
 LB1040;                    North         East    Units  Estimated Accuracy
 LB1040;SPC IN E     -   623,990.       29,650.      MT  (+/- 180 meters Scaled)
 LB1040
 LB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL420239(NAD 83)
 LB1040
 LB1040                          SUPERSEDED SURVEY CONTROL
 LB1040
 LB1040  NGVD 29 (??/??/92)  224.463  (m)          736.43   (f) ADJ UNCH    2 0
 LB1040
 LB1040.Superseded values are not recommended for survey control.
 LB1040
 LB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1040.See file dsdata.pdf to determine how the superseded data were derived.
 LB1040
 LB1040_MARKER: DB = BENCH MARK DISK
 LB1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1040_SP_SET: BUILDING FOUNDATION
 LB1040_STAMPING: Y 128 1946
 LB1040_MARK LOGO: CGS
 LB1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1040
 LB1040  HISTORY     - Date     Condition        Report By
 LB1040  HISTORY     - 1946     MONUMENTED       CGS
 LB1040
 LB1040                          STATION DESCRIPTION
 LB1040
 LB1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1040'AT ROYAL CENTER.
 LB1040'AT ROYAL CENTER, AT THE FRONT ENTRANCE OF THE ROYAL CENTER
 LB1040'PUBLIC SCHOOL, ON THE SOUTH SIDE OF THE ENTRANCE, 1.5 FEET SOUTH
 LB1040'OF THE SOUTH EDGE OF THE STEPS, 1 FOOT ABOVE THE GROUND, SET
 LB1040'VERTICALLY IN THE WEST FACE OF THE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1155 ***********************************************************************
 LB1155  DESIGNATION -  Y 129
 LB1155  PID         -  LB1155
 LB1155  STATE/COUNTY-  IN/PULASKI
 LB1155  COUNTRY     -  US
 LB1155  USGS QUAD   -  STAR CITY (2019)
 LB1155
 LB1155                         *CURRENT SURVEY CONTROL
 LB1155  ______________________________________________________________________
 LB1155* NAD 83(1986) POSITION- 40 58 10.     (N) 086 35 43.     (W)   SCALED
 LB1155* NAVD 88 ORTHO HEIGHT -   213.851 (meters)      701.61  (feet) ADJUSTED
 LB1155  ______________________________________________________________________
 LB1155  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 LB1155  DYNAMIC HEIGHT  -        213.758 (meters)      701.30  (feet) COMP
 LB1155  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 LB1155
 LB1155  VERT ORDER      -  SECOND    CLASS 0
 LB1155
 LB1155.The horizontal coordinates were scaled from a map and have
 LB1155.an estimated accuracy of +/- 6 seconds.
 LB1155
 LB1155.The orthometric height was determined by differential leveling and
 LB1155.adjusted by the NATIONAL GEODETIC SURVEY
 LB1155.in June 1991.
 LB1155
 LB1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1155.GEOID18 height accuracy estimate available here.
 LB1155
 LB1155.Click photographs - Photos may exist for this station.
 LB1155
 LB1155.The dynamic height is computed by dividing the NAVD 88
 LB1155.geopotential number by the normal gravity value computed on the
 LB1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1155.degrees latitude (g = 980.6199 gals.).
 LB1155
 LB1155.The modeled gravity was interpolated from observed gravity values.
 LB1155
 LB1155;                    North         East    Units  Estimated Accuracy
 LB1155;SPC IN W     -   635,280.      941,080.      MT  (+/- 180 meters Scaled)
 LB1155
 LB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL340354(NAD 83)
 LB1155
 LB1155                          SUPERSEDED SURVEY CONTROL
 LB1155
 LB1155  NGVD 29 (??/??/92)  213.961  (m)          701.97   (f) ADJ UNCH    2 0
 LB1155
 LB1155.Superseded values are not recommended for survey control.
 LB1155
 LB1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1155.See file dsdata.pdf to determine how the superseded data were derived.
 LB1155
 LB1155_MARKER: DB = BENCH MARK DISK
 LB1155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1155_SP_SET: CULVERT HEADWALL
 LB1155_STAMPING: Y 129 1946
 LB1155_MARK LOGO: CGS
 LB1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1155+STABILITY: SURFACE MOTION
 LB1155
 LB1155  HISTORY     - Date     Condition        Report By
 LB1155  HISTORY     - 1946     MONUMENTED       CGS
 LB1155
 LB1155                          STATION DESCRIPTION
 LB1155
 LB1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1155'2.3 MI W FROM STAR CITY.
 LB1155'ABOUT 2.3 MILES WEST ALONG A PAVED ROAD FROM THE PENNSYLVANIA
 LB1155'RAILROAD STATION AT STAR CITY, IN THE EAST END OF THE NORTH
 LB1155'CONCRETE HEADWALL OF A 6-FOOT CORRUGATED STEEL PIPE CULVERT, 13
 LB1155'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.9 FOOT WEST OF THE
 LB1155'EAST END OF THE HEADWALL, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0015 ***********************************************************************
 KA0015  DESIGNATION -  Y 13
 KA0015  PID         -  KA0015
 KA0015  STATE/COUNTY-  IN/JOHNSON
 KA0015  COUNTRY     -  US
 KA0015  USGS QUAD   -  BARGERSVILLE (2019)
 KA0015
 KA0015                         *CURRENT SURVEY CONTROL
 KA0015  ______________________________________________________________________
 KA0015* NAD 83(1986) POSITION- 39 36 17.     (N) 086 13 07.     (W)   SCALED
 KA0015* NAVD 88 ORTHO HEIGHT -   201.720 (meters)      661.81  (feet) ADJUSTED
 KA0015  ______________________________________________________________________
 KA0015  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 KA0015  DYNAMIC HEIGHT  -        201.610 (meters)      661.45  (feet) COMP
 KA0015  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 KA0015
 KA0015  VERT ORDER      -  FIRST     CLASS II
 KA0015
 KA0015.The horizontal coordinates were scaled from a map and have
 KA0015.an estimated accuracy of +/- 6 seconds.
 KA0015
 KA0015.The orthometric height was determined by differential leveling and
 KA0015.adjusted by the NATIONAL GEODETIC SURVEY
 KA0015.in June 1991.
 KA0015
 KA0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0015.GEOID18 height accuracy estimate available here.
 KA0015
 KA0015.Click photographs - Photos may exist for this station.
 KA0015
 KA0015.The dynamic height is computed by dividing the NAVD 88
 KA0015.geopotential number by the normal gravity value computed on the
 KA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0015.degrees latitude (g = 980.6199 gals.).
 KA0015
 KA0015.The modeled gravity was interpolated from observed gravity values.
 KA0015
 KA0015;                    North         East    Units  Estimated Accuracy
 KA0015;SPC IN E     -   483,780.       52,600.      MT  (+/- 180 meters Scaled)
 KA0015
 KA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ670841(NAD 83)
 KA0015
 KA0015                          SUPERSEDED SURVEY CONTROL
 KA0015
 KA0015  NGVD 29 (??/??/92)  201.853  (m)          662.25   (f) ADJ UNCH    1 2
 KA0015
 KA0015.Superseded values are not recommended for survey control.
 KA0015
 KA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0015.See file dsdata.pdf to determine how the superseded data were derived.
 KA0015
 KA0015_MARKER: DB = BENCH MARK DISK
 KA0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0015_STAMPING: Y 13 1930 661.986
 KA0015_MARK LOGO: CGS
 KA0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0015+STABILITY: SURFACE MOTION
 KA0015
 KA0015  HISTORY     - Date     Condition        Report By
 KA0015  HISTORY     - 1930     MONUMENTED       CGS
 KA0015  HISTORY     - 1934     GOOD             CGS
 KA0015  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0015
 KA0015                          STATION DESCRIPTION
 KA0015
 KA0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0015'4.2 MI NE FROM WAVERLY.
 KA0015'WAVERLY, JOHNSON COUNTY, INDIANA, ABOUT 4.2 MILES NORTHEAST OF ON
 KA0015'STATE ROAD 37, ABOUT 11 MILES SOUTHWEST OF INDIANAPOLIS, AT
 KA0015'BOBTOWN CROSSROAD, NORTH OF A GASOLINE FILLING STATION, 70 FEET
 KA0015'NORTH OF INTERSECTION OF CENTER-LINE OF CROSSROADS.  ABOUT 15
 KA0015'FEET EAST OF EAST EDGE OF CONCRETE PAVEMENT, ABOUT 8 FEET NORTH
 KA0015'OF A POWER LINE POLE.  A STANDARD U.S.C. AND G.S. DISK SET IN TOP
 KA0015'OF A CONCRETE POST AND 5 INCHES ABOVE GROUND.
 KA0015
 KA0015                          STATION RECOVERY (2017)
 KA0015
 KA0015'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0015'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0727 ***********************************************************************
 ME0727  DESIGNATION -  Y 130
 ME0727  PID         -  ME0727
 ME0727  STATE/COUNTY-  IN/PULASKI
 ME0727  COUNTRY     -  US
 ME0727  USGS QUAD   -  WINAMAC (2019)
 ME0727
 ME0727                         *CURRENT SURVEY CONTROL
 ME0727  ______________________________________________________________________
 ME0727* NAD 83(1986) POSITION- 41 03 45.     (N) 086 36 11.     (W)   SCALED
 ME0727* NAVD 88 ORTHO HEIGHT -   211.742 (meters)      694.69  (feet) ADJUSTED
 ME0727  ______________________________________________________________________
 ME0727  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 ME0727  DYNAMIC HEIGHT  -        211.652 (meters)      694.39  (feet) COMP
 ME0727  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 ME0727
 ME0727  VERT ORDER      -  SECOND    CLASS 0
 ME0727
 ME0727.The horizontal coordinates were scaled from a map and have
 ME0727.an estimated accuracy of +/- 6 seconds.
 ME0727
 ME0727.The orthometric height was determined by differential leveling and
 ME0727.adjusted by the NATIONAL GEODETIC SURVEY
 ME0727.in June 1991.
 ME0727
 ME0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0727.GEOID18 height accuracy estimate available here.
 ME0727
 ME0727.Click photographs - Photos may exist for this station.
 ME0727
 ME0727.The dynamic height is computed by dividing the NAVD 88
 ME0727.geopotential number by the normal gravity value computed on the
 ME0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0727.degrees latitude (g = 980.6199 gals.).
 ME0727
 ME0727.The modeled gravity was interpolated from observed gravity values.
 ME0727
 ME0727;                    North         East    Units  Estimated Accuracy
 ME0727;SPC IN W     -   645,610.      940,370.      MT  (+/- 180 meters Scaled)
 ME0727
 ME0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333457(NAD 83)
 ME0727
 ME0727                          SUPERSEDED SURVEY CONTROL
 ME0727
 ME0727  NGVD 29 (??/??/92)  211.859  (m)          695.07   (f) ADJ UNCH    2 0
 ME0727
 ME0727.Superseded values are not recommended for survey control.
 ME0727
 ME0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0727.See file dsdata.pdf to determine how the superseded data were derived.
 ME0727
 ME0727_MARKER: DB = BENCH MARK DISK
 ME0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0727_STAMPING: Y 130 1946
 ME0727_MARK LOGO: CGS
 ME0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0727+STABILITY: SURFACE MOTION
 ME0727
 ME0727  HISTORY     - Date     Condition        Report By
 ME0727  HISTORY     - 1946     MONUMENTED       CGS
 ME0727  HISTORY     - 1969     GOOD             CGS
 ME0727  HISTORY     - 1977     GOOD             LOCSUR
 ME0727
 ME0727                          STATION DESCRIPTION
 ME0727
 ME0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0727'AT WINAMAC.
 ME0727'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE
 ME0727'AT WINAMAC, AT THE NORTH CITY LIMITS AND THE JUNCTION WITH A
 ME0727'GRAVEL ROAD LEADING EAST, 49 FEET EAST OF THE CENTER LINE OF THE
 ME0727'HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 16
 ME0727'FEET NORTH OF A CONCRETE CORNER FENCE POST, 12 FEET SOUTH OF THE
 ME0727'MOST SOUTHERN OF TWO APPLE TREES, 2 FEET SOUTH OF A WHITE WOODEN
 ME0727'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY LEVEL AND SET
 ME0727'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0727'NOTE-- THE GRAVEL ROAD IS NOW PAVED, THE APPLE TREES ARE GONE,
 ME0727'16 FEET NORTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A METAL
 ME0727'WITNESS POST.
 ME0727
 ME0727                          STATION RECOVERY (1969)
 ME0727
 ME0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0727'RECOVERED IN GOOD CONDITION.
 ME0727
 ME0727                          STATION RECOVERY (1977)
 ME0727
 ME0727'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 ME0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0739 ***********************************************************************
 ME0739  DESIGNATION -  Y 131
 ME0739  PID         -  ME0739
 ME0739  STATE/COUNTY-  IN/STARKE
 ME0739  COUNTRY     -  US
 ME0739  USGS QUAD   -  BASS LAKE (2019)
 ME0739
 ME0739                         *CURRENT SURVEY CONTROL
 ME0739  ______________________________________________________________________
 ME0739* NAD 83(1986) POSITION- 41 11 40.     (N) 086 36 08.     (W)   SCALED
 ME0739* NAVD 88 ORTHO HEIGHT -   218.312 (meters)      716.25  (feet) ADJUSTED
 ME0739  ______________________________________________________________________
 ME0739  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 ME0739  DYNAMIC HEIGHT  -        218.221 (meters)      715.95  (feet) COMP
 ME0739  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 ME0739
 ME0739  VERT ORDER      -  SECOND    CLASS 0
 ME0739
 ME0739.The horizontal coordinates were scaled from a map and have
 ME0739.an estimated accuracy of +/- 6 seconds.
 ME0739
 ME0739.The orthometric height was determined by differential leveling and
 ME0739.adjusted by the NATIONAL GEODETIC SURVEY
 ME0739.in June 1991.
 ME0739
 ME0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0739.GEOID18 height accuracy estimate available here.
 ME0739
 ME0739.Click photographs - Photos may exist for this station.
 ME0739
 ME0739.The dynamic height is computed by dividing the NAVD 88
 ME0739.geopotential number by the normal gravity value computed on the
 ME0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0739.degrees latitude (g = 980.6199 gals.).
 ME0739
 ME0739.The modeled gravity was interpolated from observed gravity values.
 ME0739
 ME0739;                    North         East    Units  Estimated Accuracy
 ME0739;SPC IN W     -   660,260.      940,360.      MT  (+/- 180 meters Scaled)
 ME0739
 ME0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333604(NAD 83)
 ME0739
 ME0739                          SUPERSEDED SURVEY CONTROL
 ME0739
 ME0739  NGVD 29 (??/??/92)  218.426  (m)          716.62   (f) ADJ UNCH    2 0
 ME0739
 ME0739.Superseded values are not recommended for survey control.
 ME0739
 ME0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0739.See file dsdata.pdf to determine how the superseded data were derived.
 ME0739
 ME0739_MARKER: DB = BENCH MARK DISK
 ME0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0739_STAMPING: Y 131 1946
 ME0739_MARK LOGO: CGS
 ME0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0739+STABILITY: SURFACE MOTION
 ME0739
 ME0739  HISTORY     - Date     Condition        Report By
 ME0739  HISTORY     - 1946     MONUMENTED       CGS
 ME0739  HISTORY     - 1972     GOOD             NGS
 ME0739
 ME0739                          STATION DESCRIPTION
 ME0739
 ME0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0739'0.8 MI N FROM BASS STATION.
 ME0739'ALONG U.S. HIGHWAY 35 ABOUT 0.75 MILE NORTH OF THE CROSSING OF
 ME0739'THE ERIE RAILROAD AT BASS STATION AND ABOUT 0.85 MILE SOUTH OF
 ME0739'THE JUNCTION WITH STATE HIGHWAY 10 AT BASS LAKE, 50 FEET NORTH
 ME0739'OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING WEST, 43 FEET
 ME0739'WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHWEST OF A
 ME0739'LONE 14-INCH MAPLE TREE ON THE HIGHWAY RIGHT-OF-WAY, 20 FEET
 ME0739'SOUTHEAST OF A 6-INCH OAK TREE, 26 FEET EAST OF THE WEST HIGHWAY
 ME0739'RIGHT-OF-WAY LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 ME0739'ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A
 ME0739'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0739
 ME0739                          STATION RECOVERY (1972)
 ME0739
 ME0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME0739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0651 ***********************************************************************
 ME0651  DESIGNATION -  Y 132
 ME0651  PID         -  ME0651
 ME0651  STATE/COUNTY-  IN/STARKE
 ME0651  COUNTRY     -  US
 ME0651  USGS QUAD   -  BASS LAKE (2019)
 ME0651
 ME0651                         *CURRENT SURVEY CONTROL
 ME0651  ______________________________________________________________________
 ME0651* NAD 83(1986) POSITION- 41 13 46.     (N) 086 32 02.     (W)   SCALED
 ME0651* NAVD 88 ORTHO HEIGHT -   222.222 (meters)      729.07  (feet) ADJUSTED
 ME0651  ______________________________________________________________________
 ME0651  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME0651  DYNAMIC HEIGHT  -        222.130 (meters)      728.77  (feet) COMP
 ME0651  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 ME0651
 ME0651  VERT ORDER      -  SECOND    CLASS 0
 ME0651
 ME0651.The horizontal coordinates were scaled from a map and have
 ME0651.an estimated accuracy of +/- 6 seconds.
 ME0651
 ME0651.The orthometric height was determined by differential leveling and
 ME0651.adjusted by the NATIONAL GEODETIC SURVEY
 ME0651.in June 1991.
 ME0651
 ME0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0651.GEOID18 height accuracy estimate available here.
 ME0651
 ME0651.Click photographs - Photos may exist for this station.
 ME0651
 ME0651.The dynamic height is computed by dividing the NAVD 88
 ME0651.geopotential number by the normal gravity value computed on the
 ME0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0651.degrees latitude (g = 980.6199 gals.).
 ME0651
 ME0651.The modeled gravity was interpolated from observed gravity values.
 ME0651
 ME0651;                    North         East    Units  Estimated Accuracy
 ME0651;SPC IN W     -   664,180.      946,070.      MT  (+/- 180 meters Scaled)
 ME0651
 ME0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL390643(NAD 83)
 ME0651
 ME0651                          SUPERSEDED SURVEY CONTROL
 ME0651
 ME0651  NGVD 29 (??/??/92)  222.340  (m)          729.46   (f) ADJ UNCH    2 0
 ME0651
 ME0651.Superseded values are not recommended for survey control.
 ME0651
 ME0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0651.See file dsdata.pdf to determine how the superseded data were derived.
 ME0651
 ME0651_MARKER: DB = BENCH MARK DISK
 ME0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0651_STAMPING: Y 132 1946
 ME0651_MARK LOGO: CGS
 ME0651_PROJECTION: PROJECTING 15 CENTIMETERS
 ME0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0651+STABILITY: SURFACE MOTION
 ME0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0651+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 ME0651
 ME0651  HISTORY     - Date     Condition        Report By
 ME0651  HISTORY     - 1946     MONUMENTED       CGS
 ME0651  HISTORY     - 1989     GOOD             USPSQD
 ME0651  HISTORY     - 20110624 GOOD             GEOCAC
 ME0651  HISTORY     - 20180711 GOOD             INDOT
 ME0651
 ME0651                          STATION DESCRIPTION
 ME0651
 ME0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0651'4.6 MI E FROM BASS LAKE.
 ME0651'ABOUT 4.65 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0651'WITH U.S. HIGHWAY 35 AT BASS LAKE, AT THE JUNCTION WITH A GRAVEL
 ME0651'ROAD LEADING SOUTH, 89 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 ME0651'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY 36 FEET
 ME0651'NORTHWEST OF A 20-INCH APPLE TREE, 35 FEET SOUTHWEST OF A
 ME0651'HIGHWAY IDENTIFICATION MARKER, 1 FOOT SOUTH OF THE SOUTH HIGHWAY
 ME0651'RIGHT-OF-WAY FENCE LINE, ABOUT 1 FOOT ABOVE HIGHWAY LEVEL AND
 ME0651'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0651
 ME0651                          STATION RECOVERY (1989)
 ME0651
 ME0651'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 ME0651'RECOVERED IN GOOD CONDITION.
 ME0651
 ME0651                          STATION RECOVERY (2011)
 ME0651
 ME0651'RECOVERY NOTE BY GEOCACHING 2011 (BPS)
 ME0651'RECOVERED IN GOOD CONDITION.
 ME0651
 ME0651                          STATION RECOVERY (2018)
 ME0651
 ME0651'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DLF)
 ME0651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0396 ***********************************************************************
 ME0396  DESIGNATION -  Y 133
 ME0396  PID         -  ME0396
 ME0396  STATE/COUNTY-  IN/MARSHALL
 ME0396  COUNTRY     -  US
 ME0396  USGS QUAD   -  CULVER (2019)
 ME0396
 ME0396                         *CURRENT SURVEY CONTROL
 ME0396  ______________________________________________________________________
 ME0396* NAD 83(1986) POSITION- 41 13 33.     (N) 086 27 37.     (W)   SCALED
 ME0396* NAVD 88 ORTHO HEIGHT -   222.622 (meters)      730.39  (feet) ADJUSTED
 ME0396  ______________________________________________________________________
 ME0396  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 ME0396  DYNAMIC HEIGHT  -        222.530 (meters)      730.08  (feet) COMP
 ME0396  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 ME0396
 ME0396  VERT ORDER      -  SECOND    CLASS 0
 ME0396
 ME0396.The horizontal coordinates were scaled from a map and have
 ME0396.an estimated accuracy of +/- 6 seconds.
 ME0396
 ME0396.The orthometric height was determined by differential leveling and
 ME0396.adjusted by the NATIONAL GEODETIC SURVEY
 ME0396.in June 1991.
 ME0396
 ME0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0396.GEOID18 height accuracy estimate available here.
 ME0396
 ME0396.Click photographs - Photos may exist for this station.
 ME0396
 ME0396.The dynamic height is computed by dividing the NAVD 88
 ME0396.geopotential number by the normal gravity value computed on the
 ME0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0396.degrees latitude (g = 980.6199 gals.).
 ME0396
 ME0396.The modeled gravity was interpolated from observed gravity values.
 ME0396
 ME0396;                    North         East    Units  Estimated Accuracy
 ME0396;SPC IN E     -   663,940.       33,460.      MT  (+/- 180 meters Scaled)
 ME0396
 ME0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL452639(NAD 83)
 ME0396
 ME0396                          SUPERSEDED SURVEY CONTROL
 ME0396
 ME0396  NGVD 29 (??/??/92)  222.738  (m)          730.77   (f) ADJ UNCH    2 0
 ME0396
 ME0396.Superseded values are not recommended for survey control.
 ME0396
 ME0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0396.See file dsdata.pdf to determine how the superseded data were derived.
 ME0396
 ME0396_MARKER: DB = BENCH MARK DISK
 ME0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0396_STAMPING: Y 133 1946
 ME0396_MARK LOGO: CGS
 ME0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0396+STABILITY: SURFACE MOTION
 ME0396
 ME0396  HISTORY     - Date     Condition        Report By
 ME0396  HISTORY     - 1946     MONUMENTED       CGS
 ME0396  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0396  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0396
 ME0396                          STATION DESCRIPTION
 ME0396
 ME0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0396'3 MI W FROM CULVER.
 ME0396'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0396'RAILROAD STATION AT CULVER, THENCE 2.4 MILES WEST ALONG STATE
 ME0396'HIGHWAY 10, ABOUT 0.5 MILE EAST OF THE MARSHALL-STARKE COUNTY
 ME0396'LINE, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30
 ME0396'FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE,
 ME0396'96 FEET SOUTHEAST AND ACROSS THE DRIVEWAY FROM THE SOUTHEAST
 ME0396'CORNER OF A WHITE HOUSE, 11 FEET EAST OF A TELEPHONE POLE,
 ME0396'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 ME0396'POST PROJECTING ABOUT 4 INCHES.
 ME0396
 ME0396                          STATION RECOVERY (1984)
 ME0396
 ME0396'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0396'MARK NOT FOUND.
 ME0396
 ME0396                          STATION RECOVERY (1988)
 ME0396
 ME0396'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHH)
 ME0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1280 ***********************************************************************
 MD1280  DESIGNATION -  Y 134
 MD1280  PID         -  MD1280
 MD1280  STATE/COUNTY-  IN/KOSCIUSKO
 MD1280  COUNTRY     -  US
 MD1280  USGS QUAD   -  WARSAW (2019)
 MD1280
 MD1280                         *CURRENT SURVEY CONTROL
 MD1280  ______________________________________________________________________
 MD1280* NAD 83(1986) POSITION- 41 07 38.31   (N) 085 45 02.64   (W)   HD_HELD1
 MD1280* NAVD 88 ORTHO HEIGHT -   276.026 (meters)      905.60  (feet) ADJUSTED
 MD1280  ______________________________________________________________________
 MD1280  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 MD1280  DYNAMIC HEIGHT  -        275.906 (meters)      905.20  (feet) COMP
 MD1280  MODELED GRAVITY -    980,182.4   (mgal)                       NAVD 88
 MD1280
 MD1280  VERT ORDER      -  SECOND    CLASS 0
 MD1280
 MD1280.The horizontal coordinates were determined by differentially corrected
 MD1280.hand held GPS observations or other comparable positioning techniques
 MD1280.and have an estimated accuracy of +/- 3 meters.
 MD1280
 MD1280.The orthometric height was determined by differential leveling and
 MD1280.adjusted by the NATIONAL GEODETIC SURVEY
 MD1280.in June 1991.
 MD1280
 MD1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1280.GEOID18 height accuracy estimate available here.
 MD1280
 MD1280.Click photographs - Photos may exist for this station.
 MD1280
 MD1280.The dynamic height is computed by dividing the NAVD 88
 MD1280.geopotential number by the normal gravity value computed on the
 MD1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1280.degrees latitude (g = 980.6199 gals.).
 MD1280
 MD1280.The modeled gravity was interpolated from observed gravity values.
 MD1280
 MD1280;                    North         East    Units  Estimated Accuracy
 MD1280;SPC IN E     -   652,699.4      92,940.9     MT  (+/- 3 meters HH1 GPS) 
 MD1280
 MD1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0486353641(NAD 83)
 MD1280
 MD1280                          SUPERSEDED SURVEY CONTROL
 MD1280
 MD1280  NGVD 29 (??/??/92)  276.152  (m)          906.01   (f) ADJ UNCH    2 0
 MD1280
 MD1280.Superseded values are not recommended for survey control.
 MD1280
 MD1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1280.See file dsdata.pdf to determine how the superseded data were derived.
 MD1280
 MD1280_MARKER: DB = BENCH MARK DISK
 MD1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1280_STAMPING: Y 134 1946
 MD1280_MARK LOGO: CGS
 MD1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1280+STABILITY: SURFACE MOTION
 MD1280
 MD1280  HISTORY     - Date     Condition        Report By
 MD1280  HISTORY     - 1946     MONUMENTED       CGS
 MD1280
 MD1280                          STATION DESCRIPTION
 MD1280
 MD1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1280'2.1 MI NW FROM SIDNEY.
 MD1280'1.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE SCHOOL BUILDING
 MD1280'AT SIDNEY, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.25
 MD1280'MILE WEST OF WESTBROOK ANGUS FARM, ABOUT 0.25 MILE EAST OF MIDWAY
 MD1280'STOCK FARM, NEAR THE CREST OF A SMALL HILL, AT A T FENCE CORNER
 MD1280'ON THE SOUTH SIDE OF THE ROAD, 50 FEET SOUTHWEST OF A 14-INCH
 MD1280'WALNUT TREE, 29 FEET EAST OF A 10-INCH WALNUT TREE, 19 FEET
 MD1280'SOUTH OF THE CENTER LINE OF THE ROAD, 10.5 FEET EAST OF THE
 MD1280'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET ABOVE ROAD
 MD1280'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MD1280'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1312 ***********************************************************************
 MD1312  DESIGNATION -  Y 135 RESET
 MD1312  PID         -  MD1312
 MD1312  STATE/COUNTY-  IN/WHITLEY
 MD1312  COUNTRY     -  US
 MD1312  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1312
 MD1312                         *CURRENT SURVEY CONTROL
 MD1312  ______________________________________________________________________
 MD1312* NAD 83(1986) POSITION- 41 00 12.     (N) 085 33 15.     (W)   SCALED
 MD1312* NAVD 88 ORTHO HEIGHT -   261.67  (meters)      858.5   (feet) RESET
 MD1312  ______________________________________________________________________
 MD1312  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 MD1312  VERT ORDER      -  THIRD
 MD1312
 MD1312.The horizontal coordinates were scaled from a map and have
 MD1312.an estimated accuracy of +/- 6 seconds.
 MD1312
 MD1312.The orthometric height was computed from unverified reset data.
 MD1312
 MD1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1312.GEOID18 height accuracy estimate available here.
 MD1312
 MD1312.Click photographs - Photos may exist for this station.
 MD1312
 MD1312;                    North         East    Units  Estimated Accuracy
 MD1312;SPC IN E     -   638,930.      109,460.      MT  (+/- 180 meters Scaled)
 MD1312
 MD1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL215401(NAD 83)
 MD1312
 MD1312                          SUPERSEDED SURVEY CONTROL
 MD1312
 MD1312.No superseded survey control is available for this station.
 MD1312
 MD1312_MARKER: DB = BENCH MARK DISK
 MD1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1312_STAMPING: Y 135 1946 RESET 1966
 MD1312_MARK LOGO: CGS
 MD1312_PROJECTION: PROJECTING 20 CENTIMETERS
 MD1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1312+STABILITY: SURFACE MOTION
 MD1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1312+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2024
 MD1312
 MD1312  HISTORY     - Date     Condition        Report By
 MD1312  HISTORY     - 1966     MONUMENTED       CGS
 MD1312  HISTORY     - 1990     GOOD             USPSQD
 MD1312  HISTORY     - 20240909 GOOD             MCA
 MD1312
 MD1312                          STATION DESCRIPTION
 MD1312
 MD1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1312'1 MI E FROM LUTHER.
 MD1312'THE MARK IS 4.35 MILES WEST OF THE INTERSECTION OF THE STATE
 MD1312'ROUTES 9 AND 114.  1.0 MILE EAST ALONG STATE ROUTE 114 FROM THE
 MD1312'INTERSECTION OF STATE ROUTE 5 IN LUTHER, AND ABOUT 0.15 MILE
 MD1312'EAST OF THE JUNCTION OF T - ROAD LEADING NORTH.  IT IS 98 FEET
 MD1312'SOUTH OF THE SOUTH ONE OF TWO 30-INCH MAPLE TREES, 50 FEET NORTH
 MD1312'OF THE APPROXIMATE CENTER OF STATE ROUTE 114, 28 FEET WEST OF
 MD1312'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 2 FEET EAST OF A
 MD1312'FENCE, AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 MD1312'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 MD1312'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED Y 135
 MD1312'1946 RESET 1966.
 MD1312
 MD1312                          STATION RECOVERY (1990)
 MD1312
 MD1312'RECOVERY NOTE BY US POWER SQUADRON 1990 (KL)
 MD1312'RECOVERED IN GOOD CONDITION.
 MD1312
 MD1312                          STATION RECOVERY (2024)
 MD1312
 MD1312'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2024 (CCM)
 MD1312'SPC INDIANA EAST COORDINATES WERE ESTABLISHED VIA VRS AND ARE AS
 MD1312'FOLLOWS.  N: 209626.20 E: 359065.54 Z: 858.18.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1181 ***********************************************************************
 ME1181  DESIGNATION -  Y 136
 ME1181  PID         -  ME1181
 ME1181  STATE/COUNTY-  IN/LAKE
 ME1181  COUNTRY     -  US
 ME1181  USGS QUAD   -  CROWN POINT (2019)
 ME1181
 ME1181                         *CURRENT SURVEY CONTROL
 ME1181  ______________________________________________________________________
 ME1181* NAD 83(1986) POSITION- 41 25 03.84   (N) 087 21 53.24   (W)   HD_HELD1
 ME1181* NAVD 88 ORTHO HEIGHT -   223.900 (meters)      734.58  (feet) ADJUSTED
 ME1181  ______________________________________________________________________
 ME1181  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 ME1181  DYNAMIC HEIGHT  -        223.810 (meters)      734.28  (feet) COMP
 ME1181  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 ME1181
 ME1181  VERT ORDER      -  SECOND    CLASS 0
 ME1181
 ME1181.The horizontal coordinates were determined by differentially corrected
 ME1181.hand held GPS observations or other comparable positioning techniques
 ME1181.and have an estimated accuracy of +/- 3 meters.
 ME1181
 ME1181.The orthometric height was determined by differential leveling and
 ME1181.adjusted by the NATIONAL GEODETIC SURVEY
 ME1181.in June 1991.
 ME1181
 ME1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1181.GEOID18 height accuracy estimate available here.
 ME1181
 ME1181.Click photographs - Photos may exist for this station.
 ME1181
 ME1181.The dynamic height is computed by dividing the NAVD 88
 ME1181.geopotential number by the normal gravity value computed on the
 ME1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1181.degrees latitude (g = 980.6199 gals.).
 ME1181
 ME1181.The modeled gravity was interpolated from observed gravity values.
 ME1181
 ME1181;                    North         East    Units  Estimated Accuracy
 ME1181;SPC IN W     -   684,987.5     876,470.6     MT  (+/- 3 meters HH1 GPS) 
 ME1181
 ME1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6951585195(NAD 83)
 ME1181
 ME1181                          SUPERSEDED SURVEY CONTROL
 ME1181
 ME1181  NGVD 29 (??/??/92)  223.988  (m)          734.87   (f) ADJ UNCH    2 0
 ME1181
 ME1181.Superseded values are not recommended for survey control.
 ME1181
 ME1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1181.See file dsdata.pdf to determine how the superseded data were derived.
 ME1181
 ME1181_MARKER: DB = BENCH MARK DISK
 ME1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1181_SP_SET: BUILDING
 ME1181_STAMPING: Y 136 1946
 ME1181_MARK LOGO: CGS
 ME1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1181+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 ME1181
 ME1181  HISTORY     - Date     Condition        Report By
 ME1181  HISTORY     - 1946     MONUMENTED       CGS
 ME1181  HISTORY     - 1968     GOOD             CGS
 ME1181  HISTORY     - 20070324 GOOD             GEOCAC
 ME1181
 ME1181                          STATION DESCRIPTION
 ME1181
 ME1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1181'AT CROWN POINT.
 ME1181'AT CROWN POINT, AT THE LAKE COUNTY COURT HOUSE, SET VERTICALLY
 ME1181'IN THE SECOND COURSE OF LIMESTONE MASONRY ABOVE THE GROUND, SET
 ME1181'IN THE EAST FACE AT THE NORTHEAST CORNER OF THE BUILDING, 1.5
 ME1181'FEET SOUTH OF THE NORTHEAST CORNER, AND 2.8 FEET ABOVE THE
 ME1181'GROUND.
 ME1181
 ME1181                          STATION RECOVERY (1968)
 ME1181
 ME1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1181'RECOVERED IN GOOD CONDITION.
 ME1181
 ME1181                          STATION RECOVERY (2007)
 ME1181
 ME1181'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1181'RECOVERED IN GOOD CONDITION AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1225 ***********************************************************************
 ME1225  DESIGNATION -  Y 137
 ME1225  PID         -  ME1225
 ME1225  STATE/COUNTY-  IN/LAKE
 ME1225  COUNTRY     -  US
 ME1225  USGS QUAD   -  SAINT JOHN (2019)
 ME1225
 ME1225                         *CURRENT SURVEY CONTROL
 ME1225  ______________________________________________________________________
 ME1225* NAD 83(1986) POSITION- 41 22 39.     (N) 087 27 00.     (W)   SCALED
 ME1225* NAVD 88 ORTHO HEIGHT -   227.914 (meters)      747.75  (feet) ADJUSTED
 ME1225  ______________________________________________________________________
 ME1225  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 ME1225  DYNAMIC HEIGHT  -        227.821 (meters)      747.44  (feet) COMP
 ME1225  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 ME1225
 ME1225  VERT ORDER      -  SECOND    CLASS 0
 ME1225
 ME1225.The horizontal coordinates were scaled from a map and have
 ME1225.an estimated accuracy of +/- 6 seconds.
 ME1225
 ME1225.The orthometric height was determined by differential leveling and
 ME1225.adjusted by the NATIONAL GEODETIC SURVEY
 ME1225.in June 1991.
 ME1225
 ME1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1225.GEOID18 height accuracy estimate available here.
 ME1225
 ME1225.Click photographs - Photos may exist for this station.
 ME1225
 ME1225.The dynamic height is computed by dividing the NAVD 88
 ME1225.geopotential number by the normal gravity value computed on the
 ME1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1225.degrees latitude (g = 980.6199 gals.).
 ME1225
 ME1225.The modeled gravity was interpolated from observed gravity values.
 ME1225
 ME1225;                    North         East    Units  Estimated Accuracy
 ME1225;SPC IN W     -   680,550.      869,330.      MT  (+/- 180 meters Scaled)
 ME1225
 ME1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623807(NAD 83)
 ME1225
 ME1225                          SUPERSEDED SURVEY CONTROL
 ME1225
 ME1225  NGVD 29 (??/??/92)  228.00   (m)          748.0    (f) COMPUTED    2 0
 ME1225
 ME1225.Superseded values are not recommended for survey control.
 ME1225
 ME1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1225.See file dsdata.pdf to determine how the superseded data were derived.
 ME1225
 ME1225_MARKER: DB = BENCH MARK DISK
 ME1225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1225_SP_SET: BUILDING
 ME1225_STAMPING: Y 137 1946
 ME1225_MARK LOGO: CGS
 ME1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1225
 ME1225  HISTORY     - Date     Condition        Report By
 ME1225  HISTORY     - 1946     MONUMENTED       CGS
 ME1225  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1225
 ME1225                          STATION DESCRIPTION
 ME1225
 ME1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1225'0.7 MI E FROM COOK.
 ME1225'ABOUT 0.7 MILE EAST ALONG THE COOK-CEDAR LAKE ROAD FROM THE NEW
 ME1225'YORK CENTRAL RAILROAD STATION AT COOK, ABOUT 0.15 MILE EAST OF
 ME1225'THE ENTRANCE TO THE CEDAR LAKE FLYING SERVICE AIR FIELD, AT THE
 ME1225'LINCOLN SCHOOL, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 ME1225'CORNER OF THE BUILDING, 1 FOOT EAST OF THE NORTHWEST CORNER
 ME1225'AND ABOUT 1.5 FOOT ABOVE THE GROUND.  A DISK SET VERTICALLY
 ME1225'IN A DRILL HOLE.
 ME1225
 ME1225                          STATION RECOVERY (2021)
 ME1225
 ME1225'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1225'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3400 ***********************************************************************
 ME3400  DESIGNATION -  Y 137 RESET
 ME3400  PID         -  ME3400
 ME3400  STATE/COUNTY-  IN/LAKE
 ME3400  COUNTRY     -  US
 ME3400  USGS QUAD   -  SAINT JOHN (2019)
 ME3400
 ME3400                         *CURRENT SURVEY CONTROL
 ME3400  ______________________________________________________________________
 ME3400* NAD 83(1986) POSITION- 41 22 39.     (N) 087 27 01.     (W)   SCALED
 ME3400* NAVD 88 ORTHO HEIGHT -   227.19  (+/-2cm)      745.4   (feet) VERTCON3
 ME3400  ______________________________________________________________________
 ME3400  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 ME3400  VERT ORDER      -  THIRD (See Below)
 ME3400
 ME3400.The horizontal coordinates were scaled from a map and have
 ME3400.an estimated accuracy of +/- 6 seconds.
 ME3400
 ME3400.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3400
 ME3400.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3400.GEOID18 height accuracy estimate available here.
 ME3400
 ME3400.The vertical order pertains to the NGVD 29 superseded value.
 ME3400
 ME3400.Click photographs - Photos may exist for this station.
 ME3400
 ME3400;                    North         East    Units  Estimated Accuracy
 ME3400;SPC IN W     -   680,550.      869,310.      MT  (+/- 180 meters Scaled)
 ME3400
 ME3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623807(NAD 83)
 ME3400
 ME3400                          SUPERSEDED SURVEY CONTROL
 ME3400
 ME3400  NGVD 29 (08/22/16)  227.28   (m)          745.7    (f) RESET       3  
 ME3400
 ME3400.Superseded values are not recommended for survey control.
 ME3400
 ME3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3400.See file dsdata.pdf to determine how the superseded data were derived.
 ME3400
 ME3400_MARKER: DV = VERTICAL CONTROL DISK
 ME3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3400_STAMPING: Y 137 RESET 1990
 ME3400_MARK LOGO: NGS
 ME3400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ME3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3400+STABILITY: SURFACE MOTION
 ME3400
 ME3400  HISTORY     - Date     Condition        Report By
 ME3400  HISTORY     - 1990     MONUMENTED       INDNR
 ME3400
 ME3400                          STATION DESCRIPTION
 ME3400
 ME3400'DESCRIBED BY IN DEPT OF NAT RES 1990
 ME3400'ABOUT 1.0 MILE (1.6 KM) EAST ALONG 133RD AVENUE FROM ITS INTERSECTION
 ME3400'WITH US HIGHWAY 41 IN COOK, TO JANE BALL SCHOOL, AND THE MARK ON THE
 ME3400'SOUTH SIDE OF THE ROAD, AND ON THE EAST SIDE OF PARRISH STREET, 60.6
 ME3400'FEET (18.5 M) EAST OF THE CENTERLINE OF PARRISH STREET, 138.5 FEET
 ME3400'(42.2 M) SOUTH OF THE CENTERLINE OF 133RD AVENUE, 119.2 FEET
 ME3400'(36.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 100.6 FEET
 ME3400'(30.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHICKEN CITY USA
 ME3400'BUILDING, 114.0 FEET (34.7 M) NORTHEAST OF CEDAR LAKE PUBLIC LIBRARY,
 ME3400'SET IN TOP OF A CONCRETE POST RECESSED 1 INCH BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1267 ***********************************************************************
 ME1267  DESIGNATION -  Y 138
 ME1267  PID         -  ME1267
 ME1267  STATE/COUNTY-  IN/LAKE
 ME1267  COUNTRY     -  US
 ME1267  USGS QUAD   -  LOWELL (2019)
 ME1267
 ME1267                         *CURRENT SURVEY CONTROL
 ME1267  ______________________________________________________________________
 ME1267* NAD 83(1986) POSITION- 41 17 23.79   (N) 087 23 20.25   (W)   HD_HELD1
 ME1267* NAVD 88 ORTHO HEIGHT -   209.414 (meters)      687.05  (feet) ADJUSTED
 ME1267  ______________________________________________________________________
 ME1267  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 ME1267  DYNAMIC HEIGHT  -        209.327 (meters)      686.77  (feet) COMP
 ME1267  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 ME1267
 ME1267  VERT ORDER      -  SECOND    CLASS 0
 ME1267
 ME1267.The horizontal coordinates were determined by differentially corrected
 ME1267.hand held GPS observations or other comparable positioning techniques
 ME1267.and have an estimated accuracy of +/- 3 meters.
 ME1267
 ME1267.The orthometric height was determined by differential leveling and
 ME1267.adjusted by the NATIONAL GEODETIC SURVEY
 ME1267.in June 1991.
 ME1267
 ME1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1267.GEOID18 height accuracy estimate available here.
 ME1267
 ME1267.Click photographs - Photos may exist for this station.
 ME1267
 ME1267.The dynamic height is computed by dividing the NAVD 88
 ME1267.geopotential number by the normal gravity value computed on the
 ME1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1267.degrees latitude (g = 980.6199 gals.).
 ME1267
 ME1267.The modeled gravity was interpolated from observed gravity values.
 ME1267
 ME1267;                    North         East    Units  Estimated Accuracy
 ME1267;SPC IN W     -   670,802.1     874,400.0     MT  (+/- 3 meters HH1 GPS) 
 ME1267
 ME1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6743171017(NAD 83)
 ME1267
 ME1267                          SUPERSEDED SURVEY CONTROL
 ME1267
 ME1267  NGVD 29 (??/??/92)  209.501  (m)          687.34   (f) ADJ UNCH    2 0
 ME1267
 ME1267.Superseded values are not recommended for survey control.
 ME1267
 ME1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1267.See file dsdata.pdf to determine how the superseded data were derived.
 ME1267
 ME1267_MARKER: DB = BENCH MARK DISK
 ME1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1267_SP_SET: CULVERT HEADWALL
 ME1267_STAMPING: Y 138 1946
 ME1267_MARK LOGO: CGS
 ME1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1267+STABILITY: SURFACE MOTION
 ME1267
 ME1267  HISTORY     - Date     Condition        Report By
 ME1267  HISTORY     - 1946     MONUMENTED       CGS
 ME1267  HISTORY     - 1972     GOOD             NGS
 ME1267  HISTORY     - 1980     GOOD             LOCSUR
 ME1267  HISTORY     - 20210429 MARK NOT FOUND   IN-089
 ME1267
 ME1267                          STATION DESCRIPTION
 ME1267
 ME1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1267'1.8 MI W FROM ORCHARD GROVE.
 ME1267'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 ME1267'OF STATE HIGHWAY 55 AT ORCHARD GROVE, ABOUT 1.55 MILES EAST
 ME1267'ALONG STATE HIGHWAY 2 FROM THE METHODIST CHURCH AT LOWELL, ABOUT
 ME1267'0.1 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH PAVED ROAD,
 ME1267'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 ME1267'OF AN 18 INCH CONCRETE PIPE CULVERT, 19 FEET NORTH OF THE CENTER
 ME1267'LINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEAD
 ME1267'WALL, 1 FOOT BELOW THE HIGHWAY, AND SET IN A DRILL HOLE.
 ME1267'NOTE-- USED AS RM FOR TRIANGULATION STATION LOWELL 1952.
 ME1267
 ME1267                          STATION RECOVERY (1972)
 ME1267
 ME1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME1267'RECOVERED IN GOOD CONDITION.
 ME1267
 ME1267                          STATION RECOVERY (1980)
 ME1267
 ME1267'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 ME1267'RECOVERED IN GOOD CONDITION.
 ME1267
 ME1267                          STATION RECOVERY (2021)
 ME1267
 ME1267'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1267'NO MARK FOUND AT PUBLISHED MARK COORDINATES FROM LOWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1252 ***********************************************************************
 ME1252  DESIGNATION -  Y 139
 ME1252  PID         -  ME1252
 ME1252  STATE/COUNTY-  IN/LAKE
 ME1252  COUNTRY     -  US
 ME1252  USGS QUAD   -  PALMER (2019)
 ME1252
 ME1252                         *CURRENT SURVEY CONTROL
 ME1252  ______________________________________________________________________
 ME1252* NAD 83(1986) POSITION- 41 29 26.48   (N) 087 14 22.12   (W)   HD_HELD1
 ME1252* NAVD 88 ORTHO HEIGHT -   199.806 (meters)      655.53  (feet) ADJUSTED
 ME1252  ______________________________________________________________________
 ME1252  GEOID HEIGHT    -        -33.679 (meters)                     GEOID18
 ME1252  DYNAMIC HEIGHT  -        199.728 (meters)      655.27  (feet) COMP
 ME1252  MODELED GRAVITY -    980,228.9   (mgal)                       NAVD 88
 ME1252
 ME1252  VERT ORDER      -  SECOND    CLASS 0
 ME1252
 ME1252.The horizontal coordinates were determined by differentially corrected
 ME1252.hand held GPS observations or other comparable positioning techniques
 ME1252.and have an estimated accuracy of +/- 3 meters.
 ME1252
 ME1252.The orthometric height was determined by differential leveling and
 ME1252.adjusted by the NATIONAL GEODETIC SURVEY
 ME1252.in June 1991.
 ME1252
 ME1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1252.GEOID18 height accuracy estimate available here.
 ME1252
 ME1252.Click photographs - Photos may exist for this station.
 ME1252
 ME1252.The dynamic height is computed by dividing the NAVD 88
 ME1252.geopotential number by the normal gravity value computed on the
 ME1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1252.degrees latitude (g = 980.6199 gals.).
 ME1252
 ME1252.The modeled gravity was interpolated from observed gravity values.
 ME1252
 ME1252;                    North         East    Units  Estimated Accuracy
 ME1252;SPC IN W     -   693,063.4     886,961.1     MT  (+/- 3 meters HH1 GPS) 
 ME1252
 ME1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8000993258(NAD 83)
 ME1252
 ME1252                          SUPERSEDED SURVEY CONTROL
 ME1252
 ME1252  NGVD 29 (??/??/92)  199.897  (m)          655.83   (f) ADJ UNCH    2 0
 ME1252
 ME1252.Superseded values are not recommended for survey control.
 ME1252
 ME1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1252.See file dsdata.pdf to determine how the superseded data were derived.
 ME1252
 ME1252_MARKER: DB = BENCH MARK DISK
 ME1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1252_STAMPING: Y 139 1946
 ME1252_MARK LOGO: CGS
 ME1252_PROJECTION: FLUSH
 ME1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1252+STABILITY: SURFACE MOTION
 ME1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1252+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2021
 ME1252
 ME1252  HISTORY     - Date     Condition        Report By
 ME1252  HISTORY     - 1946     MONUMENTED       CGS
 ME1252  HISTORY     - 1975     GOOD             BRADY
 ME1252  HISTORY     - 20210125 GOOD             IN-089
 ME1252
 ME1252                          STATION DESCRIPTION
 ME1252
 ME1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1252'7 MI N FROM PALMER.
 ME1252'ABOUT 7.0 MILES NORTH ALONG A PAVED ROAD FROM THE PALMER SCHOOL
 ME1252'AT PALMER, ABOUT 0.4 MILE NORTH OF THE CROSSING OF THE GRAND
 ME1252'TRUNK WESTERN RAILROAD, AT THE JUNCTION OF A NORTHEAST-SOUTHWEST
 ME1252'ROAD, 118 FEET NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST
 ME1252'CORNER OF A CONCRETE BLOCK HOUSE, 55 FEET WEST OF THE CENTER
 ME1252'LINE OF THE ROAD SOUTH, 21 FEET SOUTHEAST OF THE
 ME1252'NORTHEAST-SOUTHWEST ROAD, 71 FEET EAST OF POWER POLE NO. 306/464,
 ME1252'7.5 FEET WEST OF A FENCE CORNER POST, 2 FEET WEST OF A WHITE
 ME1252'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ME1252'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  THIS MARK MAY BE
 ME1252'REACHED FROM THE PENNSYLVANIA RAILROAD STATION AT HOBART BY
 ME1252'GOING ABOUT 1.55 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD,
 ME1252'THENCE ABOUT 0.25 MILE SOUTH ALONG THE PORTER-LAKE COUNTY LINE
 ME1252'ROAD, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 ME1252'ABOUT 2.55 MILES SOUTH ALONG A WINDING ROAD.
 ME1252
 ME1252                          STATION RECOVERY (1975)
 ME1252
 ME1252'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 ME1252'RECOVERED IN GOOD CONDITION.
 ME1252
 ME1252                          STATION RECOVERY (2021)
 ME1252
 ME1252'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0657 ***********************************************************************
 MD0657  DESIGNATION -  Y 14
 MD0657  PID         -  MD0657
 MD0657  STATE/COUNTY-  IN/ALLEN
 MD0657  COUNTRY     -  US
 MD0657  USGS QUAD   -  ARCOLA (2019)
 MD0657
 MD0657                         *CURRENT SURVEY CONTROL
 MD0657  ______________________________________________________________________
 MD0657* NAD 83(1986) POSITION- 41 06 37.     (N) 085 19 32.     (W)   SCALED
 MD0657* NAVD 88 ORTHO HEIGHT -   257.806 (meters)      845.82  (feet) ADJUSTED
 MD0657  ______________________________________________________________________
 MD0657  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 MD0657  DYNAMIC HEIGHT  -        257.706 (meters)      845.49  (feet) COMP
 MD0657  MODELED GRAVITY -    980,229.2   (mgal)                       NAVD 88
 MD0657
 MD0657  VERT ORDER      -  FIRST     CLASS I
 MD0657
 MD0657.The horizontal coordinates were scaled from a map and have
 MD0657.an estimated accuracy of +/- 6 seconds.
 MD0657
 MD0657.The orthometric height was determined by differential leveling and
 MD0657.adjusted by the NATIONAL GEODETIC SURVEY
 MD0657.in June 1991.
 MD0657
 MD0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0657.GEOID18 height accuracy estimate available here.
 MD0657
 MD0657.Click photographs - Photos may exist for this station.
 MD0657
 MD0657.The dynamic height is computed by dividing the NAVD 88
 MD0657.geopotential number by the normal gravity value computed on the
 MD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0657.degrees latitude (g = 980.6199 gals.).
 MD0657
 MD0657.The modeled gravity was interpolated from observed gravity values.
 MD0657
 MD0657;                    North         East    Units  Estimated Accuracy
 MD0657;SPC IN E     -   650,860.      128,650.      MT  (+/- 180 meters Scaled)
 MD0657
 MD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL405523(NAD 83)
 MD0657
 MD0657                          SUPERSEDED SURVEY CONTROL
 MD0657
 MD0657  NGVD 29 (01/19/93)  257.964  (m)          846.34   (f) ADJUSTED    1 1
 MD0657  NGVD 29 (??/??/92)  257.964  (m)          846.34   (f) SUPERSEDED  1 1
 MD0657
 MD0657.Superseded values are not recommended for survey control.
 MD0657
 MD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0657.See file dsdata.pdf to determine how the superseded data were derived.
 MD0657
 MD0657_MARKER: DB = BENCH MARK DISK
 MD0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0657_STAMPING: Y 14 1930 846.337
 MD0657_MARK LOGO: CGS
 MD0657_PROJECTION: FLUSH
 MD0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0657+STABILITY: SURFACE MOTION
 MD0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0657+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1992
 MD0657
 MD0657  HISTORY     - Date     Condition        Report By
 MD0657  HISTORY     - 1930     MONUMENTED       CGS
 MD0657  HISTORY     - 1968     GOOD             CGS
 MD0657  HISTORY     - 19921009 GOOD             NGS
 MD0657
 MD0657                          STATION DESCRIPTION
 MD0657
 MD0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0657'1.5 MI NW FROM ARCOLA.
 MD0657'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD0657'THE CROSSING OF ARCOLA ROAD AT ARCOLA, ABOUT 19 RAILS SOUTHEAST
 MD0657'OF MILEPOT 330, NEAR THE EAST CORNER OF A LARGE POND, 69 FEET
 MD0657'WEST OF THE CENTER OF THE CROSSING OF A FARM ROAD AND THE
 MD0657'EASTBOUND TRACK, 28.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MD0657'THE EASTBOUND TRACK, 27 1/2 FEET NORTHWEST OF A TELEGRAPH POLE,
 MD0657'10 FEET NORTH OF A T FENCE CORNER, IN LINE WITH A ROW OF POLES,
 MD0657'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MD0657'CONCRETE POST FLUSH WITH THE GROUND.  SEC 30, T 31 N, R 11 E.
 MD0657
 MD0657                          STATION RECOVERY (1992)
 MD0657
 MD0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0657'2.4 KM (1.50 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD0657'JUNCTION OF ARCOLA ROAD IN ARCOLA, 0.2 KM (0.10 MI) EAST OF MILEPOST
 MD0657'330, 18.8 M (61.7 FT) WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD,
 MD0657'8.4 M (27.6 FT) SOUTHWEST OF THE NEAR RAIL, 7.4 M (24.3 FT)
 MD0657'WEST-NORTHWEST OF A UTILITY POLE, 3.1 M (10.2 FT) NORTHWEST OF A
 MD0657'FENCE CORNER, 1.9 M (6.2 FT) NORTHEAST OF A FENCE, 0.4 M (1.3 FT)
 MD0657'BELOW THE LEVEL OF TRACKS, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 MD0657'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 MD0657'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0615 ***********************************************************************
 ME0615  DESIGNATION -  Y 141
 ME0615  PID         -  ME0615
 ME0615  STATE/COUNTY-  IN/LA PORTE
 ME0615  COUNTRY     -  US
 ME0615  USGS QUAD   -  ENGLISH LAKE (2019)
 ME0615
 ME0615                         *CURRENT SURVEY CONTROL
 ME0615  ______________________________________________________________________
 ME0615* NAD 83(1986) POSITION- 41 19 02.     (N) 086 52 20.     (W)   SCALED
 ME0615* NAVD 88 ORTHO HEIGHT -   204.554 (meters)      671.11  (feet) ADJUSTED
 ME0615  ______________________________________________________________________
 ME0615  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 ME0615  DYNAMIC HEIGHT  -        204.468 (meters)      670.83  (feet) COMP
 ME0615  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 ME0615
 ME0615  VERT ORDER      -  SECOND    CLASS 0
 ME0615
 ME0615.The horizontal coordinates were scaled from a map and have
 ME0615.an estimated accuracy of +/- 6 seconds.
 ME0615
 ME0615.The orthometric height was determined by differential leveling and
 ME0615.adjusted by the NATIONAL GEODETIC SURVEY
 ME0615.in June 1991.
 ME0615
 ME0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0615.GEOID18 height accuracy estimate available here.
 ME0615
 ME0615.Click photographs - Photos may exist for this station.
 ME0615
 ME0615.The dynamic height is computed by dividing the NAVD 88
 ME0615.geopotential number by the normal gravity value computed on the
 ME0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0615.degrees latitude (g = 980.6199 gals.).
 ME0615
 ME0615.The modeled gravity was interpolated from observed gravity values.
 ME0615
 ME0615;                    North         East    Units  Estimated Accuracy
 ME0615;SPC IN W     -   673,810.      917,680.      MT  (+/- 180 meters Scaled)
 ME0615
 ME0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106739(NAD 83)
 ME0615
 ME0615                          SUPERSEDED SURVEY CONTROL
 ME0615
 ME0615  NGVD 29 (??/??/92)  204.652  (m)          671.43   (f) ADJ UNCH    2 0
 ME0615
 ME0615.Superseded values are not recommended for survey control.
 ME0615
 ME0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0615.See file dsdata.pdf to determine how the superseded data were derived.
 ME0615
 ME0615_MARKER: DB = BENCH MARK DISK
 ME0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0615_STAMPING: Y 141 1946
 ME0615_MARK LOGO: CGS
 ME0615_PROJECTION: PROJECTING
 ME0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0615+STABILITY: SURFACE MOTION
 ME0615
 ME0615  HISTORY     - Date     Condition        Report By
 ME0615  HISTORY     - 1946     MONUMENTED       CGS
 ME0615  HISTORY     - 1988     GOOD             USPSQD
 ME0615
 ME0615                          STATION DESCRIPTION
 ME0615
 ME0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0615'1 MI E FROM LA CROSSE.
 ME0615'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 ME0615'OF STATE HIGHWAY 43 AT LA CROSSE, ABOUT 0.25 MILE WEST OF A CROSS
 ME0615'ROAD, AT A GATE LEADING TO A CULTIVATED FIELD ON THE NORTH SIDE OF THE
 ME0615'HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15
 ME0615'FEET EAST OF THE CENTER OF THE GATE, 19.5 FEET EAST OF THE
 ME0615'FENCE CORNER POST AT A T FENCE LEADING NORTH, 7.5 FEET WEST OF A
 ME0615'TELEPHONE POLE, 12 FEET NORTHEAST OF THE EAST END OF A 12 INCH
 ME0615'PIPE CULVERT UNDER THE DRIVE TO THE FIELD, 2 FEET NORTH OF A
 ME0615'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, SET
 ME0615'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0615
 ME0615                          STATION RECOVERY (1988)
 ME0615
 ME0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0593 ***********************************************************************
 ME0593  DESIGNATION -  Y 142
 ME0593  PID         -  ME0593
 ME0593  STATE/COUNTY-  IN/LA PORTE
 ME0593  COUNTRY     -  US
 ME0593  USGS QUAD   -  LA CROSSE (2019)
 ME0593
 ME0593                         *CURRENT SURVEY CONTROL
 ME0593  ______________________________________________________________________
 ME0593* NAD 83(1986) POSITION- 41 15 59.69   (N) 086 53 27.73   (W)   HD_HELD1
 ME0593* NAVD 88 ORTHO HEIGHT -   202.983 (meters)      665.95  (feet) ADJUSTED
 ME0593  ______________________________________________________________________
 ME0593  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 ME0593  DYNAMIC HEIGHT  -        202.897 (meters)      665.67  (feet) COMP
 ME0593  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 ME0593
 ME0593  VERT ORDER      -  SECOND    CLASS 0
 ME0593
 ME0593.The horizontal coordinates were determined by differentially corrected
 ME0593.hand held GPS observations or other comparable positioning techniques
 ME0593.and have an estimated accuracy of +/- 3 meters.
 ME0593
 ME0593.The orthometric height was determined by differential leveling and
 ME0593.adjusted by the NATIONAL GEODETIC SURVEY
 ME0593.in June 1991.
 ME0593
 ME0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0593.GEOID18 height accuracy estimate available here.
 ME0593
 ME0593.Click photographs - Photos may exist for this station.
 ME0593
 ME0593.The dynamic height is computed by dividing the NAVD 88
 ME0593.geopotential number by the normal gravity value computed on the
 ME0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0593.degrees latitude (g = 980.6199 gals.).
 ME0593
 ME0593.The modeled gravity was interpolated from observed gravity values.
 ME0593
 ME0593;                    North         East    Units  Estimated Accuracy
 ME0593;SPC IN W     -   668,180.5     916,113.1     MT  (+/- 3 meters HH1 GPS) 
 ME0593
 ME0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0912768356(NAD 83)
 ME0593
 ME0593                          SUPERSEDED SURVEY CONTROL
 ME0593
 ME0593  NGVD 29 (??/??/92)  203.067  (m)          666.23   (f) ADJ UNCH    2 0
 ME0593
 ME0593.Superseded values are not recommended for survey control.
 ME0593
 ME0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0593.See file dsdata.pdf to determine how the superseded data were derived.
 ME0593
 ME0593_MARKER: DB = BENCH MARK DISK
 ME0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0593_STAMPING: Y 142 1946
 ME0593_MARK LOGO: CGS
 ME0593_PROJECTION: FLUSH
 ME0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0593+STABILITY: SURFACE MOTION
 ME0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0593+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2022
 ME0593
 ME0593  HISTORY     - Date     Condition        Report By
 ME0593  HISTORY     - 1946     MONUMENTED       CGS
 ME0593  HISTORY     - 20220623 GOOD             IN-127
 ME0593
 ME0593                          STATION DESCRIPTION
 ME0593
 ME0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0593'3.5 MI S FROM LA CROSSE.
 ME0593'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 ME0593'WITH STATE HIGHWAY 8 IN LA CROSSE, 4.8 MILES NORTH ALONG STATE
 ME0593'HIGHWAY 43 FROM THE RAILROAD STATION AT SAN PIERRE, 70 YARDS
 ME0593'NORTH OF THE CROSSING OF THE ERIE RAILROAD, SET IN THE NORTHWEST
 ME0593'QUARTER OF THE INTERSECTION WITH A DIM SIDE ROAD WEST, 68 FEET
 ME0593'NORTHEAST AND ACROSS THE SIDE ROAD FROM THE NORTHEAST CORNER
 ME0593'OF A TWO STORY WHITE HOUSE, 36 FEET NORTH OF THE CENTER OF THE
 ME0593'SIDE ROAD, 32 FEET WEST OF AND ABOUT 1 FOOT BELOW THE CENTER
 ME0593'OF THE HIGHWAY, 2.5 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET
 ME0593'SOUTH OF A WHITE WOODEN WITNESS POST.  A BRONZE DISK SET IN
 ME0593'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6-INCHES.
 ME0593
 ME0593                          STATION RECOVERY (2022)
 ME0593
 ME0593'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WE)
 ME0593'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND US HIGHWAY 421
 ME0593'IN THE TOWN OF LA CROSSE, GO SOUTH ON US 421 FOR ABOUT 3.5 MI (5.6 KM)
 ME0593'TO A POINT 395 FT (120.4 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 ME0593'2350 SOUTH AND STATION IS ON THE RIGHT, 32 FT (9.8 M) WEST OF AND 1.5
 ME0593'FT (0.5 M) BELOW CENTER OF HIGHWAY, 68.5 FT (20.9 M) NORTHEAST OF THE
 ME0593'NORTHEAST CORNER OF A WHITE 2 STORY HOUSE NO. 23444, 9 FT (2.7 M)
 ME0593'NORTHEAST OF ELECTRIC.  METER ON WOODEN POST.  STATION IS A BRONZE
 ME0593'USCGS BENCH MARK IN CONCRETE BASE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1312 ***********************************************************************
 ME1312  DESIGNATION -  Y 143 RESET
 ME1312  PID         -  ME1312
 ME1312  STATE/COUNTY-  IN/PORTER
 ME1312  COUNTRY     -  US
 ME1312  USGS QUAD   -  VALPARAISO (2019)
 ME1312
 ME1312                         *CURRENT SURVEY CONTROL
 ME1312  ______________________________________________________________________
 ME1312* NAD 83(1986) POSITION- 41 24 22.18   (N) 087 01 38.26   (W)   HD_HELD1
 ME1312* NAVD 88 ORTHO HEIGHT -   222.07  (meters)      728.6   (feet) RESET
 ME1312  ______________________________________________________________________
 ME1312  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME1312  VERT ORDER      -  THIRD
 ME1312
 ME1312.The horizontal coordinates were determined by differentially corrected
 ME1312.hand held GPS observations or other comparable positioning techniques
 ME1312.and have an estimated accuracy of +/- 3 meters.
 ME1312
 ME1312.The orthometric height was computed from unverified reset data.
 ME1312
 ME1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1312.GEOID18 height accuracy estimate available here.
 ME1312
 ME1312.Click photographs - Photos may exist for this station.
 ME1312
 ME1312;                    North         East    Units  Estimated Accuracy
 ME1312;SPC IN W     -   683,665.6     904,685.6     MT  (+/- 3 meters HH1 GPS) 
 ME1312
 ME1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9771883846(NAD 83)
 ME1312
 ME1312                          SUPERSEDED SURVEY CONTROL
 ME1312
 ME1312.No superseded survey control is available for this station.
 ME1312
 ME1312_MARKER: DB = BENCH MARK DISK
 ME1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1312_STAMPING: Y 143 1946 RESET 1956
 ME1312_MARK LOGO: CGS
 ME1312_PROJECTION: FLUSH
 ME1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1312+STABILITY: SURFACE MOTION
 ME1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1312+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2021
 ME1312
 ME1312  HISTORY     - Date     Condition        Report By
 ME1312  HISTORY     - 1956     MONUMENTED       CGS
 ME1312  HISTORY     - 1956     GOOD             CGS
 ME1312  HISTORY     - 1978     GOOD             LOCSUR
 ME1312  HISTORY     - 20210517 GOOD             IN-127
 ME1312
 ME1312                          STATION DESCRIPTION
 ME1312
 ME1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1312'2 MI N FROM MALDEN.
 ME1312'2.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE
 ME1312'AND OHIO RAILROAD STATION AT MALDEN, AT THE JOE D. FRANK FARM,
 ME1312'59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF
 ME1312'THE CENTER OF DRIVEWAY TO HOUSE, 3 FEET NORTH OF POWER POLE NO.
 ME1312'430-884, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 ME1312
 ME1312                          STATION RECOVERY (1978)
 ME1312
 ME1312'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1312'RECOVERED IN GOOD CONDITION.
 ME1312
 ME1312                          STATION RECOVERY (2021)
 ME1312
 ME1312'RECOVERY NOTE BY PORTER COUNTY INDIANA 2021 (WEA)
 ME1312'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE.  ABOUT 2.05 MI (3.30 KM)
 ME1312'NORTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE AND OHIO RAILROAD
 ME1312'STATION AT MALDEN TO 198 SOUTH STATE HIGHWAY 49 AND   THE STATION IS
 ME1312'ON THE LEFT, 59 FT (18.0 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 17
 ME1312'FT (5.2 M) NORTH OF THE CENTER OF DRIVEWAY TO HOUSE, 3 FT (0.9 M)
 ME1312'NORTH OF POWER POLE NO. 430 884, ABOUT 2 FT (0.6 M) ABOVE LEVEL OF
 ME1312'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0393 ***********************************************************************
 ME0393  DESIGNATION -  Y 144
 ME0393  PID         -  ME0393
 ME0393  STATE/COUNTY-  IN/FULTON
 ME0393  COUNTRY     -  US
 ME0393  USGS QUAD   -  ROCHESTER (2019)
 ME0393
 ME0393                         *CURRENT SURVEY CONTROL
 ME0393  ______________________________________________________________________
 ME0393* NAD 83(1986) POSITION- 41 00 35.     (N) 086 13 53.     (W)   SCALED
 ME0393* NAVD 88 ORTHO HEIGHT -   241.794 (meters)      793.29  (feet) ADJUSTED
 ME0393  ______________________________________________________________________
 ME0393  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 ME0393  DYNAMIC HEIGHT  -        241.687 (meters)      792.93  (feet) COMP
 ME0393  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 ME0393
 ME0393  VERT ORDER      -  SECOND    CLASS 0
 ME0393
 ME0393.The horizontal coordinates were scaled from a map and have
 ME0393.an estimated accuracy of +/- 6 seconds.
 ME0393
 ME0393.The orthometric height was determined by differential leveling and
 ME0393.adjusted by the NATIONAL GEODETIC SURVEY
 ME0393.in June 1991.
 ME0393
 ME0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0393.GEOID18 height accuracy estimate available here.
 ME0393
 ME0393.Click photographs - Photos may exist for this station.
 ME0393
 ME0393.The dynamic height is computed by dividing the NAVD 88
 ME0393.geopotential number by the normal gravity value computed on the
 ME0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0393.degrees latitude (g = 980.6199 gals.).
 ME0393
 ME0393.The modeled gravity was interpolated from observed gravity values.
 ME0393
 ME0393;                    North         East    Units  Estimated Accuracy
 ME0393;SPC IN E     -   639,790.       52,500.      MT  (+/- 180 meters Scaled)
 ME0393
 ME0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL646401(NAD 83)
 ME0393
 ME0393                          SUPERSEDED SURVEY CONTROL
 ME0393
 ME0393  NGVD 29 (??/??/92)  241.914  (m)          793.68   (f) ADJ UNCH    2 0
 ME0393
 ME0393.Superseded values are not recommended for survey control.
 ME0393
 ME0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0393.See file dsdata.pdf to determine how the superseded data were derived.
 ME0393
 ME0393_MARKER: DB = BENCH MARK DISK
 ME0393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0393_SP_SET: CULVERT HEADWALL
 ME0393_STAMPING: Y 144 1946
 ME0393_MARK LOGO: CGS
 ME0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0393+STABILITY: SURFACE MOTION
 ME0393
 ME0393  HISTORY     - Date     Condition        Report By
 ME0393  HISTORY     - 1946     MONUMENTED       CGS
 ME0393  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0393  HISTORY     - 19920329 MARK NOT FOUND   INDNR
 ME0393
 ME0393                          STATION DESCRIPTION
 ME0393
 ME0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0393'4 MI S FROM ROCHESTER.
 ME0393'ABOUT 3.95 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE COUNTY
 ME0393'COURT HOUSE AT ROCHESTER, ABOUT 0.1 MILE SOUTH OF AN EAST-WEST
 ME0393'CROSS ROAD, ABOUT 70 YARDS NORTH OF THE DRIVEWAY TO THE A.E.
 ME0393'BABCOCK FARM HOUSE, SET IN THE TOP OF THE NORTH END OF THE
 ME0393'EAST CONCRETE HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT, 19
 ME0393'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 ME0393'THE NORTH END OF THE HEAD WALL, ABOUT LEVEL WITH THE HIGHWAY.
 ME0393'NOTE-- THIS MARK IS ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 25
 ME0393'FROM THE POST OFFICE AT FULTON.
 ME0393
 ME0393                          STATION RECOVERY (1990)
 ME0393
 ME0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0393'MARK NOT FOUND.
 ME0393
 ME0393                          STATION RECOVERY (1992)
 ME0393
 ME0393'RECOVERY NOTE BY IN DEPT OF NAT RES 1992
 ME0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0341 ***********************************************************************
 ME0341  DESIGNATION -  Y 145 RESET
 ME0341  PID         -  ME0341
 ME0341  STATE/COUNTY-  IN/MARSHALL
 ME0341  COUNTRY     -  US
 ME0341  USGS QUAD   -  MENTONE (2019)
 ME0341
 ME0341                         *CURRENT SURVEY CONTROL
 ME0341  ______________________________________________________________________
 ME0341* NAD 83(1986) POSITION- 41 10 21.     (N) 086 05 39.     (W)   SCALED
 ME0341* NAVD 88 ORTHO HEIGHT -   238.57  (meters)      782.7   (feet) RESET
 ME0341  ______________________________________________________________________
 ME0341  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 ME0341  VERT ORDER      -  THIRD
 ME0341
 ME0341.The horizontal coordinates were scaled from a map and have
 ME0341.an estimated accuracy of +/- 6 seconds.
 ME0341
 ME0341.The orthometric height was computed from unverified reset data.
 ME0341
 ME0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0341.GEOID18 height accuracy estimate available here.
 ME0341
 ME0341.Click photographs - Photos may exist for this station.
 ME0341
 ME0341;                    North         East    Units  Estimated Accuracy
 ME0341;SPC IN E     -   657,800.       64,130.      MT  (+/- 180 meters Scaled)
 ME0341
 ME0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL759583(NAD 83)
 ME0341
 ME0341                          SUPERSEDED SURVEY CONTROL
 ME0341
 ME0341.No superseded survey control is available for this station.
 ME0341
 ME0341_MARKER: DB = BENCH MARK DISK
 ME0341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0341_SP_SET: CURB
 ME0341_STAMPING: Y 145 RESET 1965
 ME0341_MARK LOGO: CGS
 ME0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0341
 ME0341  HISTORY     - Date     Condition        Report By
 ME0341  HISTORY     - 1965     MONUMENTED       INHD
 ME0341  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0341
 ME0341                          STATION DESCRIPTION
 ME0341
 ME0341'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 ME0341'3.2 MI W FROM MENTONE.
 ME0341'ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0341'CHURCH BUILDING AT MENTONE, ABOUT 125 YARDS WEST OF THE JUNCTION
 ME0341'WITH A GRAVEL ROAD LEADING SOUTH, IN THE TOP OF THE CURB AT
 ME0341'NORTHEAST CORNER OF BRIDGE OVER YELLOW CREEK.
 ME0341
 ME0341                          STATION RECOVERY (1987)
 ME0341
 ME0341'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0986 ***********************************************************************
 LB0986  DESIGNATION -  Y 146
 LB0986  PID         -  LB0986
 LB0986  STATE/COUNTY-  IN/CARROLL
 LB0986  COUNTRY     -  US
 LB0986  USGS QUAD   -  DELPHI (2019)
 LB0986
 LB0986                         *CURRENT SURVEY CONTROL
 LB0986  ______________________________________________________________________
 LB0986* NAD 83(1986) POSITION- 40 35 39.     (N) 086 43 52.     (W)   SCALED
 LB0986* NAVD 88 ORTHO HEIGHT -   183.635 (meters)      602.48  (feet) ADJUSTED
 LB0986  ______________________________________________________________________
 LB0986  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 LB0986  DYNAMIC HEIGHT  -        183.546 (meters)      602.18  (feet) COMP
 LB0986  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 LB0986
 LB0986  VERT ORDER      -  SECOND    CLASS 0
 LB0986
 LB0986.The horizontal coordinates were scaled from a map and have
 LB0986.an estimated accuracy of +/- 6 seconds.
 LB0986
 LB0986.The orthometric height was determined by differential leveling and
 LB0986.adjusted by the NATIONAL GEODETIC SURVEY
 LB0986.in June 1991.
 LB0986
 LB0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0986.GEOID18 height accuracy estimate available here.
 LB0986
 LB0986.Click photographs - Photos may exist for this station.
 LB0986
 LB0986.The dynamic height is computed by dividing the NAVD 88
 LB0986.geopotential number by the normal gravity value computed on the
 LB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0986.degrees latitude (g = 980.6199 gals.).
 LB0986
 LB0986.The modeled gravity was interpolated from observed gravity values.
 LB0986
 LB0986;                    North         East    Units  Estimated Accuracy
 LB0986;SPC IN W     -   593,550.      929,810.      MT  (+/- 180 meters Scaled)
 LB0986
 LB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK227937(NAD 83)
 LB0986
 LB0986                          SUPERSEDED SURVEY CONTROL
 LB0986
 LB0986  NGVD 29 (??/??/92)  183.745  (m)          602.84   (f) ADJ UNCH    2 0
 LB0986
 LB0986.Superseded values are not recommended for survey control.
 LB0986
 LB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0986.See file dsdata.pdf to determine how the superseded data were derived.
 LB0986
 LB0986_MARKER: DB = BENCH MARK DISK
 LB0986_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0986_SP_SET: BOX CULVERT WINGWALL
 LB0986_STAMPING: Y 146 1946
 LB0986_MARK LOGO: CGS
 LB0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0986+STABILITY: SURFACE MOTION
 LB0986
 LB0986  HISTORY     - Date     Condition        Report By
 LB0986  HISTORY     - 1946     MONUMENTED       CGS
 LB0986
 LB0986                          STATION DESCRIPTION
 LB0986
 LB0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0986'3.2 MI W FROM DELPHI.
 LB0986'ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB0986'COURT HOUSE AT DELPHI, AT THE JUNCTION WITH STATE HIGHWAY 39,
 LB0986'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 12-FOOT CONCRETE
 LB0986'BOX CULVERT UNDER HIGHWAY 18, 25.5 FEET SOUTH OF THE CENTER LINE
 LB0986'OF THE HIGHWAY AND ABOUT 2.5 FEET BELOW HIGHWAY LEVEL.  A STANDARD
 LB0986'DISK, STAMPED Y 146 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1176 ***********************************************************************
 LB1176  DESIGNATION -  Y 147
 LB1176  PID         -  LB1176
 LB1176  STATE/COUNTY-  IN/WHITE
 LB1176  COUNTRY     -  US
 LB1176  USGS QUAD   -  MONTICELLO SOUTH (2019)
 LB1176
 LB1176                         *CURRENT SURVEY CONTROL
 LB1176  ______________________________________________________________________
 LB1176* NAD 83(1986) POSITION- 40 41 08.     (N) 086 48 47.     (W)   SCALED
 LB1176* NAVD 88 ORTHO HEIGHT -   207.756 (meters)      681.61  (feet) ADJUSTED
 LB1176  ______________________________________________________________________
 LB1176  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 LB1176  DYNAMIC HEIGHT  -        207.659 (meters)      681.29  (feet) COMP
 LB1176  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 LB1176
 LB1176  VERT ORDER      -  SECOND    CLASS 0
 LB1176
 LB1176.The horizontal coordinates were scaled from a map and have
 LB1176.an estimated accuracy of +/- 6 seconds.
 LB1176
 LB1176.The orthometric height was determined by differential leveling and
 LB1176.adjusted by the NATIONAL GEODETIC SURVEY
 LB1176.in June 1991.
 LB1176
 LB1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1176.GEOID18 height accuracy estimate available here.
 LB1176
 LB1176.Click photographs - Photos may exist for this station.
 LB1176
 LB1176.The dynamic height is computed by dividing the NAVD 88
 LB1176.geopotential number by the normal gravity value computed on the
 LB1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1176.degrees latitude (g = 980.6199 gals.).
 LB1176
 LB1176.The modeled gravity was interpolated from observed gravity values.
 LB1176
 LB1176;                    North         East    Units  Estimated Accuracy
 LB1176;SPC IN W     -   603,680.      922,850.      MT  (+/- 180 meters Scaled)
 LB1176
 LB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL157038(NAD 83)
 LB1176
 LB1176                          SUPERSEDED SURVEY CONTROL
 LB1176
 LB1176  NGVD 29 (??/??/92)  207.853  (m)          681.93   (f) ADJ UNCH    2 0
 LB1176
 LB1176.Superseded values are not recommended for survey control.
 LB1176
 LB1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1176.See file dsdata.pdf to determine how the superseded data were derived.
 LB1176
 LB1176_MARKER: DB = BENCH MARK DISK
 LB1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1176_STAMPING: Y 147 1946
 LB1176_MARK LOGO: CGS
 LB1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1176+STABILITY: SURFACE MOTION
 LB1176
 LB1176  HISTORY     - Date     Condition        Report By
 LB1176  HISTORY     - 1946     MONUMENTED       CGS
 LB1176
 LB1176                          STATION DESCRIPTION
 LB1176
 LB1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1176'3.9 MI E FROM CHALMERS.
 LB1176'2.6 MILES EAST ALONG A PAVED ROAD FROM BIG CREEK TOWNSHIP SCHOOL
 LB1176'AT CHALMERS, THENCE 1.3 MILE NORTH ALONG A GRAVEL ROAD, AT THE
 LB1176'JUNCTION WITH A ROAD LEADING WEST TO MONTICELLO AIRPORT, 23 FEET
 LB1176'WET OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH
 LB1176'OF THE CENTER LINE OF THE ROAD LEADING WEST, 12 FEET SOUTH OF A
 LB1176'CONCRETE CORNER FENCE POST, 33 FEET NORTH OF TELEPHONE POLE NUMBER
 LB1176'6, 1 FOOT EAST OF A FENCE LINE AND LEVEL WITH THE ROAD.  A STANDARD
 LB1176'DISK, STAMPED Y 147 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1176'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0766 ***********************************************************************
 ME0766  DESIGNATION -  Y 148
 ME0766  PID         -  ME0766
 ME0766  STATE/COUNTY-  IN/LA PORTE
 ME0766  COUNTRY     -  US
 ME0766  USGS QUAD   -  WESTVILLE (2019)
 ME0766
 ME0766                         *CURRENT SURVEY CONTROL
 ME0766  ______________________________________________________________________
 ME0766* NAD 83(1986) POSITION- 41 37 20.41   (N) 086 53 39.48   (W)   HD_HELD1
 ME0766* NAVD 88 ORTHO HEIGHT -   224.005 (meters)      734.92  (feet) ADJUSTED
 ME0766  ______________________________________________________________________
 ME0766  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 ME0766  DYNAMIC HEIGHT  -        223.920 (meters)      734.64  (feet) COMP
 ME0766  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 ME0766
 ME0766  VERT ORDER      -  SECOND    CLASS 0
 ME0766
 ME0766.The horizontal coordinates were determined by differentially corrected
 ME0766.hand held GPS observations or other comparable positioning techniques
 ME0766.and have an estimated accuracy of +/- 3 meters.
 ME0766
 ME0766.The orthometric height was determined by differential leveling and
 ME0766.adjusted by the NATIONAL GEODETIC SURVEY
 ME0766.in June 1991.
 ME0766
 ME0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0766.GEOID18 height accuracy estimate available here.
 ME0766
 ME0766.Click photographs - Photos may exist for this station.
 ME0766
 ME0766.The dynamic height is computed by dividing the NAVD 88
 ME0766.geopotential number by the normal gravity value computed on the
 ME0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0766.degrees latitude (g = 980.6199 gals.).
 ME0766
 ME0766.The modeled gravity was interpolated from observed gravity values.
 ME0766
 ME0766;                    North         East    Units  Estimated Accuracy
 ME0766;SPC IN W     -   707,689.8     915,753.3     MT  (+/- 3 meters HH1 GPS) 
 ME0766
 ME0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0880507851(NAD 83)
 ME0766
 ME0766                          SUPERSEDED SURVEY CONTROL
 ME0766
 ME0766  NGVD 29 (??/??/92)  224.104  (m)          735.25   (f) ADJ UNCH    2 0
 ME0766
 ME0766.Superseded values are not recommended for survey control.
 ME0766
 ME0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0766.See file dsdata.pdf to determine how the superseded data were derived.
 ME0766
 ME0766_MARKER: DB = BENCH MARK DISK
 ME0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0766_STAMPING: Y 148 1946
 ME0766_MARK LOGO: CGS
 ME0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0766+STABILITY: SURFACE MOTION
 ME0766
 ME0766  HISTORY     - Date     Condition        Report By
 ME0766  HISTORY     - 1946     MONUMENTED       CGS
 ME0766  HISTORY     - 20160824 MARK NOT FOUND   INDOT
 ME0766
 ME0766                          STATION DESCRIPTION
 ME0766
 ME0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0766'5.2 MI S FROM MICHIGAN CITY.
 ME0766'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE PERE
 ME0766'MARQUETTE RAILWAY STATION AT MICHIGAN CITY, LA PORTE COUNTY,
 ME0766'ABOUT 5.7 MILES NORTH OF THE WABASH RAILROAD STATION AT WESTVILLE,
 ME0766'IN THE SOUTHWEST QUARTER OF THE ROAD INTERSECTION AT BEATYS
 ME0766'CORNER, ABOUT 39 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0766'STANDARD OIL CO. SERVICE STATION, 48 FEET WEST OF THE CENTER LINE
 ME0766'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 ME0766'ROAD, 3.0 FEET SOUTH OF POWER POLE 211/947, 2.5 FEET NORTH OF
 ME0766'TELEPHONE POLE 132, 2.0 FEET EAST OF A FENCE, AND ABOUT 2 FEET
 ME0766'HIGHER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED Y 148 1946 AND
 ME0766'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ME0766'ABOVE GROUND.
 ME0766
 ME0766                          STATION RECOVERY (2016)
 ME0766
 ME0766'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (SES)
 ME0766'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1208 ***********************************************************************
 ME1208  DESIGNATION -  Y 149
 ME1208  PID         -  ME1208
 ME1208  STATE/COUNTY-  IN/PORTER
 ME1208  COUNTRY     -  US
 ME1208  USGS QUAD   -  VALPARAISO (2019)
 ME1208
 ME1208                         *CURRENT SURVEY CONTROL
 ME1208  ______________________________________________________________________
 ME1208* NAD 83(1986) POSITION- 41 27 29.     (N) 087 02 59.     (W)   SCALED
 ME1208* NAVD 88 ORTHO HEIGHT -   229.671 (meters)      753.51  (feet) ADJUSTED
 ME1208  ______________________________________________________________________
 ME1208  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 ME1208  DYNAMIC HEIGHT  -        229.579 (meters)      753.21  (feet) COMP
 ME1208  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 ME1208
 ME1208  VERT ORDER      -  FIRST     CLASS I
 ME1208
 ME1208.The horizontal coordinates were scaled from a map and have
 ME1208.an estimated accuracy of +/- 6 seconds.
 ME1208
 ME1208.The orthometric height was determined by differential leveling and
 ME1208.adjusted by the NATIONAL GEODETIC SURVEY
 ME1208.in June 1991.
 ME1208
 ME1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1208.GEOID18 height accuracy estimate available here.
 ME1208
 ME1208.Click photographs - Photos may exist for this station.
 ME1208
 ME1208.The dynamic height is computed by dividing the NAVD 88
 ME1208.geopotential number by the normal gravity value computed on the
 ME1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1208.degrees latitude (g = 980.6199 gals.).
 ME1208
 ME1208.The modeled gravity was interpolated from observed gravity values.
 ME1208
 ME1208;                    North         East    Units  Estimated Accuracy
 ME1208;SPC IN W     -   689,430.      902,810.      MT  (+/- 180 meters Scaled)
 ME1208
 ME1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL958896(NAD 83)
 ME1208
 ME1208                          SUPERSEDED SURVEY CONTROL
 ME1208
 ME1208  NGVD 29 (01/19/93)  229.764  (m)          753.82   (f) ADJUSTED    1 1
 ME1208  NGVD 29 (??/??/92)  229.764  (m)          753.82   (f) SUPERSEDED  1 1
 ME1208
 ME1208.Superseded values are not recommended for survey control.
 ME1208
 ME1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1208.See file dsdata.pdf to determine how the superseded data were derived.
 ME1208
 ME1208_MARKER: DB = BENCH MARK DISK
 ME1208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1208_SP_SET: ABUTMENT
 ME1208_STAMPING: Y 149 1946
 ME1208_MARK LOGO: CGS
 ME1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1208+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1208
 ME1208  HISTORY     - Date     Condition        Report By
 ME1208  HISTORY     - 1946     MONUMENTED       CGS
 ME1208  HISTORY     - 1968     GOOD             CGS
 ME1208  HISTORY     - 19920906 GOOD             NGS
 ME1208
 ME1208                          STATION DESCRIPTION
 ME1208
 ME1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1208'1 MI E FROM VALPARAISO.
 ME1208'ABOUT 1.05 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1208'STATION AT VALPARAISO, SET ON THE TOP OF THE NORTH CONCRETE WING
 ME1208'WALL OF THE OVERPASS OVER U.S. HIGHWAY 30, 14 FEET SOUTHEAST OF
 ME1208'MILEPOST 423, 8.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ME1208'NORTHEAST TRACK AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 ME1208'IN SECTION 25, T35N, R6W.
 ME1208
 ME1208                          STATION RECOVERY (1992)
 ME1208
 ME1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1208'IN VALPARAISO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND U.S.
 ME1208'HIGHWAY 30, IN TOP OF AND 1.1 M (3.6 FT) WEST OF THE EAST END OF THE
 ME1208'NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE HIGHWAY, 12.4
 ME1208'M (40.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT)
 ME1208'NORTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 ME1208'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1599 ***********************************************************************
 LB1599  DESIGNATION -  Y 15
 LB1599  PID         -  LB1599
 LB1599  STATE/COUNTY-  IN/WARREN
 LB1599  COUNTRY     -  US
 LB1599  USGS QUAD   -  TAB (2019)
 LB1599
 LB1599                         *CURRENT SURVEY CONTROL
 LB1599  ______________________________________________________________________
 LB1599* NAD 83(1986) POSITION- 40 22 59.     (N) 087 28 33.     (W)   SCALED
 LB1599* NAVD 88 ORTHO HEIGHT -   214.861 (meters)      704.92  (feet) ADJUSTED
 LB1599  ______________________________________________________________________
 LB1599  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 LB1599  DYNAMIC HEIGHT  -        214.754 (meters)      704.57  (feet) COMP
 LB1599  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 LB1599
 LB1599  VERT ORDER      -  FIRST     CLASS II
 LB1599
 LB1599.The horizontal coordinates were scaled from a map and have
 LB1599.an estimated accuracy of +/- 6 seconds.
 LB1599
 LB1599.The orthometric height was determined by differential leveling and
 LB1599.adjusted by the NATIONAL GEODETIC SURVEY
 LB1599.in June 1991.
 LB1599
 LB1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1599.GEOID18 height accuracy estimate available here.
 LB1599
 LB1599.Click photographs - Photos may exist for this station.
 LB1599
 LB1599.The dynamic height is computed by dividing the NAVD 88
 LB1599.geopotential number by the normal gravity value computed on the
 LB1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1599.degrees latitude (g = 980.6199 gals.).
 LB1599
 LB1599.The modeled gravity was interpolated from observed gravity values.
 LB1599
 LB1599;                    North         East    Units  Estimated Accuracy
 LB1599;SPC IN W     -   570,120.      866,670.      MT  (+/- 180 meters Scaled)
 LB1599
 LB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596703(NAD 83)
 LB1599
 LB1599                          SUPERSEDED SURVEY CONTROL
 LB1599
 LB1599  NGVD 29 (??/??/92)  214.903  (m)          705.06   (f) ADJ UNCH    1 2
 LB1599
 LB1599.Superseded values are not recommended for survey control.
 LB1599
 LB1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1599.See file dsdata.pdf to determine how the superseded data were derived.
 LB1599
 LB1599_MARKER: DB = BENCH MARK DISK
 LB1599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1599_SP_SET: BRIDGE ABUTMENT
 LB1599_STAMPING: Y 15 1934
 LB1599_MARK LOGO: CGS
 LB1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1599
 LB1599  HISTORY     - Date     Condition        Report By
 LB1599  HISTORY     - 1934     MONUMENTED       CGS
 LB1599
 LB1599                          STATION DESCRIPTION
 LB1599
 LB1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1599'1.6 MI N FROM STEWART.
 LB1599'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FORM THE
 LB1599'STATION AT STEWART, WARREN COUNTY, ABOUT 1/4 MILE NORTH OF
 LB1599'MILEPOST 108, AT BRIDGE 107.73, IN THE TOP OF THE EAST END
 LB1599'OF THE SOUTH ABUTMENT, 44 FEET WEST OF THE EXTREME EAST END, 9 FEET
 LB1599'EAST OF THE EAST RAIL, AND 2.5 FEET LOWER THAN THE RAIL.  A
 LB1599'STANDARD DISK, STAMPED Y 15 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0504 ***********************************************************************
 ME0504  DESIGNATION -  Y 150
 ME0504  PID         -  ME0504
 ME0504  STATE/COUNTY-  IN/LA PORTE
 ME0504  COUNTRY     -  US
 ME0504  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0504
 ME0504                         *CURRENT SURVEY CONTROL
 ME0504  ______________________________________________________________________
 ME0504* NAD 83(1986) POSITION- 41 25 06.     (N) 086 41 16.     (W)   SCALED
 ME0504* NAVD 88 ORTHO HEIGHT -   206.055 (meters)      676.03  (feet) ADJUSTED
 ME0504  ______________________________________________________________________
 ME0504  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 ME0504  DYNAMIC HEIGHT  -        205.972 (meters)      675.76  (feet) COMP
 ME0504  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 ME0504
 ME0504  VERT ORDER      -  SECOND    CLASS 0
 ME0504
 ME0504.The horizontal coordinates were scaled from a map and have
 ME0504.an estimated accuracy of +/- 6 seconds.
 ME0504
 ME0504.The orthometric height was determined by differential leveling and
 ME0504.adjusted by the NATIONAL GEODETIC SURVEY
 ME0504.in June 1991.
 ME0504
 ME0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0504.GEOID18 height accuracy estimate available here.
 ME0504
 ME0504.Click photographs - Photos may exist for this station.
 ME0504
 ME0504.The dynamic height is computed by dividing the NAVD 88
 ME0504.geopotential number by the normal gravity value computed on the
 ME0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0504.degrees latitude (g = 980.6199 gals.).
 ME0504
 ME0504.The modeled gravity was interpolated from observed gravity values.
 ME0504
 ME0504;                    North         East    Units  Estimated Accuracy
 ME0504;SPC IN W     -   685,090.      933,070.      MT  (+/- 180 meters Scaled)
 ME0504
 ME0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL260852(NAD 83)
 ME0504
 ME0504                          SUPERSEDED SURVEY CONTROL
 ME0504
 ME0504  NGVD 29 (??/??/92)  206.180  (m)          676.44   (f) ADJ UNCH    2 0
 ME0504
 ME0504.Superseded values are not recommended for survey control.
 ME0504
 ME0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0504.See file dsdata.pdf to determine how the superseded data were derived.
 ME0504
 ME0504_MARKER: DB = BENCH MARK DISK
 ME0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0504_STAMPING: Y 150 1946
 ME0504_MARK LOGO: CGS
 ME0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0504+STABILITY: SURFACE MOTION
 ME0504
 ME0504  HISTORY     - Date     Condition        Report By
 ME0504  HISTORY     - 1946     MONUMENTED       CGS
 ME0504  HISTORY     - 1955     GOOD             USGS
 ME0504  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0504
 ME0504                          STATION DESCRIPTION
 ME0504
 ME0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0504'1.3 MI N FROM HANNA.
 ME0504'ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE PENNSYLVANIA
 ME0504'RAILROAD STATION AT HANNA, LA PORTE COUNTY, THENCE ABOUT 1.3
 ME0504'MILE NORTH ALONG A COUNTY ROAD, AT THE JUNCTION OF A ROAD LEADING
 ME0504'WEST, 20 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 ME0504'ROAD, 25.5 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 ME0504'WEST, 3.0 FEET NORTH OF AN R.E.A. POWER POLE, 3.0 FEET SOUTH OF
 ME0504'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 ME0504'ROAD.  A BRONZE DISK, STAMPED Y 150 1946 AND SET IN THE TOP OF A
 ME0504'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ME0504
 ME0504                          STATION RECOVERY (1955)
 ME0504
 ME0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ME0504'RECOVERED IN GOOD CONDITION.
 ME0504
 ME0504                          STATION RECOVERY (1992)
 ME0504
 ME0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0504'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0789 ***********************************************************************
 ME0789  DESIGNATION -  Y 152
 ME0789  PID         -  ME0789
 ME0789  STATE/COUNTY-  IN/LA PORTE
 ME0789  COUNTRY     -  US
 ME0789  USGS QUAD   -  LAPORTE WEST (2019)
 ME0789
 ME0789                         *CURRENT SURVEY CONTROL
 ME0789  ______________________________________________________________________
 ME0789* NAD 83(1986) POSITION- 41 31 07.     (N) 086 45 32.     (W)   SCALED
 ME0789* NAVD 88 ORTHO HEIGHT -   232.762 (meters)      763.65  (feet) ADJUSTED
 ME0789  ______________________________________________________________________
 ME0789  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 ME0789  DYNAMIC HEIGHT  -        232.669 (meters)      763.35  (feet) COMP
 ME0789  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 ME0789
 ME0789  VERT ORDER      -  SECOND    CLASS 0
 ME0789
 ME0789.The horizontal coordinates were scaled from a map and have
 ME0789.an estimated accuracy of +/- 6 seconds.
 ME0789
 ME0789.The orthometric height was determined by differential leveling and
 ME0789.adjusted by the NATIONAL GEODETIC SURVEY
 ME0789.in June 1991.
 ME0789
 ME0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0789.GEOID18 height accuracy estimate available here.
 ME0789
 ME0789.Click photographs - Photos may exist for this station.
 ME0789
 ME0789.The dynamic height is computed by dividing the NAVD 88
 ME0789.geopotential number by the normal gravity value computed on the
 ME0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0789.degrees latitude (g = 980.6199 gals.).
 ME0789
 ME0789.The modeled gravity was interpolated from observed gravity values.
 ME0789
 ME0789;                    North         East    Units  Estimated Accuracy
 ME0789;SPC IN W     -   696,200.      927,080.      MT  (+/- 180 meters Scaled)
 ME0789
 ME0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201963(NAD 83)
 ME0789
 ME0789                          SUPERSEDED SURVEY CONTROL
 ME0789
 ME0789  NGVD 29 (??/??/92)  232.862  (m)          763.98   (f) ADJ UNCH    2 0
 ME0789
 ME0789.Superseded values are not recommended for survey control.
 ME0789
 ME0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0789.See file dsdata.pdf to determine how the superseded data were derived.
 ME0789
 ME0789_MARKER: DB = BENCH MARK DISK
 ME0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0789_SP_SET: BUILDING
 ME0789_STAMPING: Y 152 1946
 ME0789_MARK LOGO: CGS
 ME0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0789
 ME0789  HISTORY     - Date     Condition        Report By
 ME0789  HISTORY     - 1946     MONUMENTED       CGS
 ME0789  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0789
 ME0789                          STATION DESCRIPTION
 ME0789
 ME0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0789'1.4 MI N FROM WELLSBORO.
 ME0789'ABOUT 1.4 MILES NORTH ALONG A TARVIA COUNTY ROAD FROM THE
 ME0789'HUNDING DAIRY CO. PLANT AT WELLSBORO, LA PORTE COUNTY, AT THE
 ME0789'INTERSECTION OF U.S. HIGHWAY 6, AT THE TRIANGLE AIR SERVICE
 ME0789'AIRPORT, IN THE SOUTH CEMENT BLOCK WALL OF THE OFFICE BUILDING,
 ME0789'5.3 FEET EAST OF THE SOUTHWEST CORNER, AND 2.7 FEET ABOVE GROUND.
 ME0789'A BRONZE DISK, STAMPED Y 152 1946 AND SET VERTICALLY.
 ME0789
 ME0789                          STATION RECOVERY (2014)
 ME0789
 ME0789'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0789'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0498 ***********************************************************************
 ME0498  DESIGNATION -  Y 153
 ME0498  PID         -  ME0498
 ME0498  STATE/COUNTY-  IN/LA PORTE
 ME0498  COUNTRY     -  US
 ME0498  USGS QUAD   -  HAMLET (2019)
 ME0498
 ME0498                         *CURRENT SURVEY CONTROL
 ME0498  ______________________________________________________________________
 ME0498* NAD 83(1986) POSITION- 41 28 34.     (N) 086 34 55.     (W)   SCALED
 ME0498* NAVD 88 ORTHO HEIGHT -   208.890 (meters)      685.33  (feet) ADJUSTED
 ME0498  ______________________________________________________________________
 ME0498  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 ME0498  DYNAMIC HEIGHT  -        208.807 (meters)      685.06  (feet) COMP
 ME0498  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 ME0498
 ME0498  VERT ORDER      -  SECOND    CLASS 0
 ME0498
 ME0498.The horizontal coordinates were scaled from a map and have
 ME0498.an estimated accuracy of +/- 6 seconds.
 ME0498
 ME0498.The orthometric height was determined by differential leveling and
 ME0498.adjusted by the NATIONAL GEODETIC SURVEY
 ME0498.in June 1991.
 ME0498
 ME0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0498.GEOID18 height accuracy estimate available here.
 ME0498
 ME0498.Click photographs - Photos may exist for this station.
 ME0498
 ME0498.The dynamic height is computed by dividing the NAVD 88
 ME0498.geopotential number by the normal gravity value computed on the
 ME0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0498.degrees latitude (g = 980.6199 gals.).
 ME0498
 ME0498.The modeled gravity was interpolated from observed gravity values.
 ME0498
 ME0498;                    North         East    Units  Estimated Accuracy
 ME0498;SPC IN W     -   691,550.      941,880.      MT  (+/- 180 meters Scaled)
 ME0498
 ME0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL349916(NAD 83)
 ME0498
 ME0498                          SUPERSEDED SURVEY CONTROL
 ME0498
 ME0498  NGVD 29 (??/??/92)  209.002  (m)          685.70   (f) ADJ UNCH    2 0
 ME0498
 ME0498.Superseded values are not recommended for survey control.
 ME0498
 ME0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0498.See file dsdata.pdf to determine how the superseded data were derived.
 ME0498
 ME0498_MARKER: DB = BENCH MARK DISK
 ME0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0498_SP_SET: BOX CULVERT HEADWALL
 ME0498_STAMPING: Y 153 1946
 ME0498_MARK LOGO: CGS
 ME0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0498+STABILITY: SURFACE MOTION
 ME0498
 ME0498  HISTORY     - Date     Condition        Report By
 ME0498  HISTORY     - 1946     MONUMENTED       CGS
 ME0498  HISTORY     - 1987     GOOD             USPSQD
 ME0498
 ME0498                          STATION DESCRIPTION
 ME0498
 ME0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0498'2.9 MI E FROM LUCAS CORNER.
 ME0498'IN LA PORTE COUNTY, ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 6
 ME0498'FROM THE JUNCTION OF U.S. HIGHWAY 35 AT LUCAS CORNER, LA PORTE
 ME0498'COUNTY, ABOUT 5.1 MILES WEST OF THE POST OFFICE AT WALKERTON, ST.
 ME0498'JOSEPH COUNTY, AT A 6- BY 4-FOOT CONCRETE BOX CULVERT, IN THE
 ME0498'CENTER OF THE TOP OF THE NORTH HEAD WALL, 25.5 FEET NORTH OF THE
 ME0498'CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER LINE OF A
 ME0498'GRAVEL CROSS ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE PAVEMENT.
 ME0498'A BRONZE DISK, STAMPED Y 153 1946.
 ME0498
 ME0498                          STATION RECOVERY (1987)
 ME0498
 ME0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0809 ***********************************************************************
 ME0809  DESIGNATION -  Y 154
 ME0809  PID         -  ME0809
 ME0809  STATE/COUNTY-  IN/LA PORTE
 ME0809  COUNTRY     -  US
 ME0809  USGS QUAD   -  LAPORTE EAST (2019)
 ME0809
 ME0809                         *CURRENT SURVEY CONTROL
 ME0809  ______________________________________________________________________
 ME0809* NAD 83(1986) POSITION- 41 34 37.     (N) 086 37 31.     (W)   SCALED
 ME0809* NAVD 88 ORTHO HEIGHT -   230.878 (meters)      757.47  (feet) ADJUSTED
 ME0809  ______________________________________________________________________
 ME0809  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 ME0809  DYNAMIC HEIGHT  -        230.787 (meters)      757.17  (feet) COMP
 ME0809  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 ME0809
 ME0809  VERT ORDER      -  SECOND    CLASS 0
 ME0809
 ME0809.The horizontal coordinates were scaled from a map and have
 ME0809.an estimated accuracy of +/- 6 seconds.
 ME0809
 ME0809.The orthometric height was determined by differential leveling and
 ME0809.adjusted by the NATIONAL GEODETIC SURVEY
 ME0809.in June 1991.
 ME0809
 ME0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0809.GEOID18 height accuracy estimate available here.
 ME0809
 ME0809.Click photographs - Photos may exist for this station.
 ME0809
 ME0809.The dynamic height is computed by dividing the NAVD 88
 ME0809.geopotential number by the normal gravity value computed on the
 ME0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0809.degrees latitude (g = 980.6199 gals.).
 ME0809
 ME0809.The modeled gravity was interpolated from observed gravity values.
 ME0809
 ME0809;                    North         East    Units  Estimated Accuracy
 ME0809;SPC IN W     -   702,730.      938,200.      MT  (+/- 180 meters Scaled)
 ME0809
 ME0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM312028(NAD 83)
 ME0809
 ME0809                          SUPERSEDED SURVEY CONTROL
 ME0809
 ME0809  NGVD 29 (??/??/92)  230.982  (m)          757.81   (f) ADJ UNCH    2 0
 ME0809
 ME0809.Superseded values are not recommended for survey control.
 ME0809
 ME0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0809.See file dsdata.pdf to determine how the superseded data were derived.
 ME0809
 ME0809_MARKER: DB = BENCH MARK DISK
 ME0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0809_STAMPING: Y 154 1946
 ME0809_MARK LOGO: CGS
 ME0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0809+STABILITY: SURFACE MOTION
 ME0809
 ME0809  HISTORY     - Date     Condition        Report By
 ME0809  HISTORY     - 1946     MONUMENTED       CGS
 ME0809
 ME0809                          STATION DESCRIPTION
 ME0809
 ME0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0809'5.7 MI SE FROM LA PORTE.
 ME0809'ABOUT 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0809'HOUSE AT LA PORTE, ABOUT 0.3 MILE SOUTHEAST OF THE SALEM CHAPEL
 ME0809'AND CEMETERY, ABOUT 0.4 MILE NORTHWEST OF A CROSS ROAD, AT THE
 ME0809'JUNCTION OF A GRAVEL ROAD LEADING EAST, 46 FEET NORTHEAST OF THE
 ME0809'CENTER LINE OF THE HIGHWAY AT A CURVE IN THE HIGHWAY WITH
 ME0809'TANGENTS EXTENDING SOUTH AND NORTHWEST, 34 FEET SOUTHEAST OF A
 ME0809'TELEPHONE POLE, 17.5 FEET WEST OF A WILD CHERRY TREE, 15 FEET
 ME0809'NORTH OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET SOUTH OF A
 ME0809'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE CENTER OF THE
 ME0809'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 ME0809'INCHES.  NOTE-- STAMPING MUTILATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0205 ***********************************************************************
 ME0205  DESIGNATION -  Y 155
 ME0205  PID         -  ME0205
 ME0205  STATE/COUNTY-  IN/MARSHALL
 ME0205  COUNTRY     -  US
 ME0205  USGS QUAD   -  WALKERTON (2019)
 ME0205
 ME0205                         *CURRENT SURVEY CONTROL
 ME0205  ______________________________________________________________________
 ME0205* NAD 83(1986) POSITION- 41 27 12.     (N) 086 27 59.     (W)   SCALED
 ME0205* NAVD 88 ORTHO HEIGHT -   216.538 (meters)      710.43  (feet) ADJUSTED
 ME0205  ______________________________________________________________________
 ME0205  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 ME0205  DYNAMIC HEIGHT  -        216.451 (meters)      710.14  (feet) COMP
 ME0205  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 ME0205
 ME0205  VERT ORDER      -  SECOND    CLASS 0
 ME0205
 ME0205.The horizontal coordinates were scaled from a map and have
 ME0205.an estimated accuracy of +/- 6 seconds.
 ME0205
 ME0205.The orthometric height was determined by differential leveling and
 ME0205.adjusted by the NATIONAL GEODETIC SURVEY
 ME0205.in June 1991.
 ME0205
 ME0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0205.GEOID18 height accuracy estimate available here.
 ME0205
 ME0205.Click photographs - Photos may exist for this station.
 ME0205
 ME0205.The dynamic height is computed by dividing the NAVD 88
 ME0205.geopotential number by the normal gravity value computed on the
 ME0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0205.degrees latitude (g = 980.6199 gals.).
 ME0205
 ME0205.The modeled gravity was interpolated from observed gravity values.
 ME0205
 ME0205;                    North         East    Units  Estimated Accuracy
 ME0205;SPC IN E     -   689,210.       33,180.      MT  (+/- 180 meters Scaled)
 ME0205
 ME0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL445892(NAD 83)
 ME0205
 ME0205                          SUPERSEDED SURVEY CONTROL
 ME0205
 ME0205  NGVD 29 (??/??/92)  216.647  (m)          710.78   (f) ADJ UNCH    2 0
 ME0205
 ME0205.Superseded values are not recommended for survey control.
 ME0205
 ME0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0205.See file dsdata.pdf to determine how the superseded data were derived.
 ME0205
 ME0205_MARKER: DB = BENCH MARK DISK
 ME0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0205_SP_SET: CULVERT HEADWALL
 ME0205_STAMPING: Y 155 1946
 ME0205_MARK LOGO: CGS
 ME0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0205+STABILITY: SURFACE MOTION
 ME0205
 ME0205  HISTORY     - Date     Condition        Report By
 ME0205  HISTORY     - 1946     MONUMENTED       CGS
 ME0205  HISTORY     - 1985     POOR             USPSQD
 ME0205  HISTORY     - 1987     GOOD             USPSQD
 ME0205  HISTORY     - 20070410 MARK NOT FOUND   INDIV
 ME0205
 ME0205                          STATION DESCRIPTION
 ME0205
 ME0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0205'1.2 MI SE FROM WALKERTON.
 ME0205'IN MARSHALL COUNTY, ABOUT 1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY
 ME0205'6 FROM THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, ABOUT 0.4
 ME0205'MILE NORTHWEST OF THE CROSSING OF THE NEW YORK, CHICAGO, AND
 ME0205'ST. LOUIS RAILROAD, AT THE INTERSECTION OF SPRUCE ROAD (ST.
 ME0205'JOSEPH-MARSHALL COUNTY LINE), AT AN 18-INCH PIPE CULVERT UNDER THE
 ME0205'HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 ME0205'HEAD WALL, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 ME0205'25 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 ME0205'LOWER THAN THE HIGHWAY.
 ME0205
 ME0205                          STATION RECOVERY (1985)
 ME0205
 ME0205'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0205'HEADWALL ERODED DOWN TO REINFORCING BARS BUT MARK IS STILL SOUND.
 ME0205
 ME0205                          STATION RECOVERY (1987)
 ME0205
 ME0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0205'RECOVERED IN GOOD CONDITION.
 ME0205
 ME0205                          STATION RECOVERY (2007)
 ME0205
 ME0205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 ME0205'HEADWALL SHOWS EXTREME SPALLING, MARK BELIEVED TO BE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1380 ***********************************************************************
 ME1380  DESIGNATION -  Y 156
 ME1380  PID         -  ME1380
 ME1380  STATE/COUNTY-  IN/JASPER
 ME1380  COUNTRY     -  US
 ME1380  USGS QUAD   -  DEMOTTE (2019)
 ME1380
 ME1380                         *CURRENT SURVEY CONTROL
 ME1380  ______________________________________________________________________
 ME1380* NAD 83(1986) POSITION- 41 07 47.41   (N) 087 10 47.40   (W)   HD_HELD1
 ME1380* NAVD 88 ORTHO HEIGHT -   210.082 (meters)      689.24  (feet) ADJUSTED
 ME1380  ______________________________________________________________________
 ME1380  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 ME1380  DYNAMIC HEIGHT  -        209.992 (meters)      688.95  (feet) COMP
 ME1380  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 ME1380
 ME1380  VERT ORDER      -  SECOND    CLASS 0
 ME1380
 ME1380.The horizontal coordinates were determined by differentially corrected
 ME1380.hand held GPS observations or other comparable positioning techniques
 ME1380.and have an estimated accuracy of +/- 3 meters.
 ME1380
 ME1380.The orthometric height was determined by differential leveling and
 ME1380.adjusted by the NATIONAL GEODETIC SURVEY
 ME1380.in June 1991.
 ME1380
 ME1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1380.GEOID18 height accuracy estimate available here.
 ME1380
 ME1380.Click photographs - Photos may exist for this station.
 ME1380
 ME1380.The dynamic height is computed by dividing the NAVD 88
 ME1380.geopotential number by the normal gravity value computed on the
 ME1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1380.degrees latitude (g = 980.6199 gals.).
 ME1380
 ME1380.The modeled gravity was interpolated from observed gravity values.
 ME1380
 ME1380;                    North         East    Units  Estimated Accuracy
 ME1380;SPC IN W     -   652,981.2     891,897.2     MT  (+/- 3 meters HH1 GPS) 
 ME1380
 ME1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8490553185(NAD 83)
 ME1380
 ME1380                          SUPERSEDED SURVEY CONTROL
 ME1380
 ME1380  NGVD 29 (??/??/92)  210.169  (m)          689.53   (f) ADJ UNCH    2 0
 ME1380
 ME1380.Superseded values are not recommended for survey control.
 ME1380
 ME1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1380.See file dsdata.pdf to determine how the superseded data were derived.
 ME1380
 ME1380_MARKER: DB = BENCH MARK DISK
 ME1380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1380_SP_SET: CULVERT HEADWALL
 ME1380_STAMPING: Y 156 1946
 ME1380_MARK LOGO: CGS
 ME1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1380+STABILITY: SURFACE MOTION
 ME1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1380+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 ME1380
 ME1380  HISTORY     - Date     Condition        Report By
 ME1380  HISTORY     - 1946     MONUMENTED       CGS
 ME1380  HISTORY     - 1968     GOOD             CGS
 ME1380  HISTORY     - 20080921 GOOD             GEOCAC
 ME1380  HISTORY     - 20120327 GOOD             IN-073
 ME1380  HISTORY     - 20140807 GOOD             INDOT
 ME1380
 ME1380                          STATION DESCRIPTION
 ME1380
 ME1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1380'1 MI N FROM VIRGIE.
 ME1380'ABOUT 1.0 MILE NORTH OF THE CROSS ROADS AT VIRGIE, 1 MILE SOUTH
 ME1380'OF THE INTERSECTION WITH STATE HIGHWAY 110, AT THE JUNCTION
 ME1380'WITH A T ROAD LEADING EAST, 14 FEET WEST OF THE CENTER LINE OF
 ME1380'THE NORTH-SOUTH ROAD, 26 FEET NORTH OF THE EXTENDED CENTER LINE
 ME1380'OF THE ROAD LEADING EAST, IN THE TOP OF THE SOUTH END OF THE
 ME1380'WEST CONCRETE HEADWALL OF A 2 1/2-FOOT PIPE CULVERT, AND ABOUT
 ME1380'LEVEL WITH THE ROAD.  THE NORTH-SOUTH ROAD AT THE MARK IS CO
 ME1380'ROAD 700 W AND THE ROAD EAST IS CO RD 800 N.
 ME1380
 ME1380                          STATION RECOVERY (1968)
 ME1380
 ME1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1380'RECOVERED IN GOOD CONDITION.
 ME1380
 ME1380                          STATION RECOVERY (2008)
 ME1380
 ME1380'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1380'RECOVERED IN GOOD CONDITION.
 ME1380
 ME1380                          STATION RECOVERY (2012)
 ME1380
 ME1380'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1380'RECOVERED IN GOOD CONDITION.
 ME1380
 ME1380                          STATION RECOVERY (2014)
 ME1380
 ME1380'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME1380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1056 ***********************************************************************
 MD1056  DESIGNATION -  Y 157
 MD1056  PID         -  MD1056
 MD1056  STATE/COUNTY-  IN/KOSCIUSKO
 MD1056  COUNTRY     -  US
 MD1056  USGS QUAD   -  LEESBURG (2019)
 MD1056
 MD1056                         *CURRENT SURVEY CONTROL
 MD1056  ______________________________________________________________________
 MD1056* NAD 83(1986) POSITION- 41 20 51.     (N) 085 50 40.     (W)   SCALED
 MD1056* NAVD 88 ORTHO HEIGHT -   259.117 (meters)      850.12  (feet) ADJUSTED
 MD1056  ______________________________________________________________________
 MD1056  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 MD1056  DYNAMIC HEIGHT  -        259.013 (meters)      849.78  (feet) COMP
 MD1056  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 MD1056
 MD1056  VERT ORDER      -  FIRST     CLASS II
 MD1056
 MD1056.The horizontal coordinates were scaled from a map and have
 MD1056.an estimated accuracy of +/- 6 seconds.
 MD1056
 MD1056.The orthometric height was determined by differential leveling and
 MD1056.adjusted by the NATIONAL GEODETIC SURVEY
 MD1056.in June 1991.
 MD1056
 MD1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1056.GEOID18 height accuracy estimate available here.
 MD1056
 MD1056.Click photographs - Photos may exist for this station.
 MD1056
 MD1056.The dynamic height is computed by dividing the NAVD 88
 MD1056.geopotential number by the normal gravity value computed on the
 MD1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1056.degrees latitude (g = 980.6199 gals.).
 MD1056
 MD1056.The modeled gravity was interpolated from observed gravity values.
 MD1056
 MD1056;                    North         East    Units  Estimated Accuracy
 MD1056;SPC IN E     -   677,170.       85,120.      MT  (+/- 180 meters Scaled)
 MD1056
 MD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL966779(NAD 83)
 MD1056
 MD1056                          SUPERSEDED SURVEY CONTROL
 MD1056
 MD1056  NGVD 29 (??/??/92)  259.250  (m)          850.56   (f) ADJ UNCH    1 2
 MD1056
 MD1056.Superseded values are not recommended for survey control.
 MD1056
 MD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1056.See file dsdata.pdf to determine how the superseded data were derived.
 MD1056
 MD1056_MARKER: DB = BENCH MARK DISK
 MD1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1056_STAMPING: Y 157 1946
 MD1056_MARK LOGO: CGS
 MD1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1056+STABILITY: SURFACE MOTION
 MD1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1056+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 MD1056
 MD1056  HISTORY     - Date     Condition        Report By
 MD1056  HISTORY     - 1946     MONUMENTED       CGS
 MD1056  HISTORY     - 1989     GOOD             USPSQD
 MD1056  HISTORY     - 19930111 GOOD             NGS
 MD1056  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 MD1056
 MD1056                          STATION DESCRIPTION
 MD1056
 MD1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1056'1 MI N FROM LEESBURG.
 MD1056'1.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1056'STATION AT LEESBURG, ABOUT 330 FEET SOUTH OF THE CENTER LINE OF
 MD1056'A GRAVEL ROAD LEADING WEST, 34 FEET EAST OF THE CENTER LINE OF
 MD1056'A PAVED ROAD PARALLELING THE TRACK, 25.3 FEET WEST OF THE WEST
 MD1056'RAIL, 1.5 FOOT WEST OF MILE POST 72, 32.5 FEET SOUTHEAST OF
 MD1056'POWER POLE NO. 602-274, ABOUT 1 FOOT BELOW THE TRACK, AND SET IN
 MD1056'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1056
 MD1056                          STATION RECOVERY (1989)
 MD1056
 MD1056'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPC)
 MD1056'RECOVERED IN GOOD CONDITION.
 MD1056
 MD1056                          STATION RECOVERY (1993)
 MD1056
 MD1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1056'0.5 KM (0.30 MI) EASTERLY ALONG VAN BUREN STREET FROM THE POST OFFICE
 MD1056'IN LEESBURG, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG THE CONRAIL
 MD1056'RAILROAD, 25.3 M (83.0 FT) NORTH-NORTHWEST OF UTILITLY POLE NUMBER 617
 MD1056'645, 11.0 M (36.1 FT) EAST OF THE CENTERLINE OF OLD 15 ROAD, 7.7 M
 MD1056'(25.3 FT) WEST OF THE NEAR RAIL, 4.2 M (13.8 FT) WEST-NORTHWEST OF
 MD1056'RAILROAD MILE POST 72, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE RAIL, 0.3
 MD1056'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 MD1056'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN HIT, AND A
 MD1056'PORTION OF THE TOP OF THE DISK HAS BEEN SHEARED OFF, DISK AND POST ARE
 MD1056'STILL SOLID.
 MD1056
 MD1056                          STATION RECOVERY (1997)
 MD1056
 MD1056'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1185 ***********************************************************************
 MD1185  DESIGNATION -  Y 158
 MD1185  PID         -  MD1185
 MD1185  STATE/COUNTY-  IN/ELKHART
 MD1185  COUNTRY     -  US
 MD1185  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1185
 MD1185                         *CURRENT SURVEY CONTROL
 MD1185  ______________________________________________________________________
 MD1185* NAD 83(1986) POSITION- 41 27 05.     (N) 085 40 49.     (W)   SCALED
 MD1185* NAVD 88 ORTHO HEIGHT -   262.223 (meters)      860.31  (feet) ADJUSTED
 MD1185  ______________________________________________________________________
 MD1185  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 MD1185  DYNAMIC HEIGHT  -        262.115 (meters)      859.96  (feet) COMP
 MD1185  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 MD1185
 MD1185  VERT ORDER      -  SECOND    CLASS 0
 MD1185
 MD1185.The horizontal coordinates were scaled from a map and have
 MD1185.an estimated accuracy of +/- 6 seconds.
 MD1185
 MD1185.The orthometric height was determined by differential leveling and
 MD1185.adjusted by the NATIONAL GEODETIC SURVEY
 MD1185.in June 1991.
 MD1185
 MD1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1185.GEOID18 height accuracy estimate available here.
 MD1185
 MD1185.Click photographs - Photos may exist for this station.
 MD1185
 MD1185.The dynamic height is computed by dividing the NAVD 88
 MD1185.geopotential number by the normal gravity value computed on the
 MD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1185.degrees latitude (g = 980.6199 gals.).
 MD1185
 MD1185.The modeled gravity was interpolated from observed gravity values.
 MD1185
 MD1185;                    North         East    Units  Estimated Accuracy
 MD1185;SPC IN E     -   688,690.       98,860.      MT  (+/- 180 meters Scaled)
 MD1185
 MD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL102897(NAD 83)
 MD1185
 MD1185                          SUPERSEDED SURVEY CONTROL
 MD1185
 MD1185  NGVD 29 (??/??/92)  262.351  (m)          860.73   (f) ADJ UNCH    2 0
 MD1185
 MD1185.Superseded values are not recommended for survey control.
 MD1185
 MD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1185.See file dsdata.pdf to determine how the superseded data were derived.
 MD1185
 MD1185_MARKER: DB = BENCH MARK DISK
 MD1185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1185_SP_SET: BOX CULVERT HEADWALL
 MD1185_STAMPING: Y 158 1946
 MD1185_MARK LOGO: CGS
 MD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1185+STABILITY: SURFACE MOTION
 MD1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1185+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2015
 MD1185
 MD1185  HISTORY     - Date     Condition        Report By
 MD1185  HISTORY     - 1946     MONUMENTED       CGS
 MD1185  HISTORY     - 20150301 GOOD             INDIV
 MD1185
 MD1185                          STATION DESCRIPTION
 MD1185
 MD1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1185'5.9 MI SW FROM LIGONIER.
 MD1185'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1185'LIGONIER, THENCE ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 6, ABOUT
 MD1185'0.4 MILE WEST OF A CROSSROADS, 0.3 MILE EAST OF A SMALL CONCRETE
 MD1185'BRIDGE WITH CONCRETE BANISTERS, SET IN THE TOP OF THE WEST END
 MD1185'OF THE NORTH HEAD WALL OF A 3 FOOT CONCRETE BOX CULVERT, 21
 MD1185'FEET NORTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE
 MD1185'HIGHWAY.
 MD1185
 MD1185                          STATION RECOVERY (2015)
 MD1185
 MD1185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 MD1185'T-E INC. RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1002 ***********************************************************************
 MD1002  DESIGNATION -  Y 160
 MD1002  PID         -  MD1002
 MD1002  STATE/COUNTY-  IN/KOSCIUSKO
 MD1002  COUNTRY     -  US
 MD1002  USGS QUAD   -  PIERCETON (2019)
 MD1002
 MD1002                         *CURRENT SURVEY CONTROL
 MD1002  ______________________________________________________________________
 MD1002* NAD 83(1986) POSITION- 41 12 11.     (N) 085 42 55.     (W)   SCALED
 MD1002* NAVD 88 ORTHO HEIGHT -   279.034 (meters)      915.46  (feet) ADJUSTED
 MD1002  ______________________________________________________________________
 MD1002  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 MD1002  DYNAMIC HEIGHT  -        278.916 (meters)      915.08  (feet) COMP
 MD1002  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 MD1002
 MD1002  VERT ORDER      -  FIRST     CLASS I
 MD1002
 MD1002.The horizontal coordinates were scaled from a map and have
 MD1002.an estimated accuracy of +/- 6 seconds.
 MD1002
 MD1002.The orthometric height was determined by differential leveling and
 MD1002.adjusted by the NATIONAL GEODETIC SURVEY
 MD1002.in June 1991.
 MD1002
 MD1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1002.GEOID18 height accuracy estimate available here.
 MD1002
 MD1002.Click photographs - Photos may exist for this station.
 MD1002
 MD1002.The dynamic height is computed by dividing the NAVD 88
 MD1002.geopotential number by the normal gravity value computed on the
 MD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1002.degrees latitude (g = 980.6199 gals.).
 MD1002
 MD1002.The modeled gravity was interpolated from observed gravity values.
 MD1002
 MD1002;                    North         East    Units  Estimated Accuracy
 MD1002;SPC IN E     -   661,110.       95,920.      MT  (+/- 180 meters Scaled)
 MD1002
 MD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL077620(NAD 83)
 MD1002
 MD1002                          SUPERSEDED SURVEY CONTROL
 MD1002
 MD1002  NGVD 29 (01/19/93)  279.173  (m)          915.92   (f) ADJUSTED    1 1
 MD1002  NGVD 29 (??/??/92)  279.173  (m)          915.92   (f) SUPERSEDED  1 1
 MD1002
 MD1002.Superseded values are not recommended for survey control.
 MD1002
 MD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1002.See file dsdata.pdf to determine how the superseded data were derived.
 MD1002
 MD1002_MARKER: DB = BENCH MARK DISK
 MD1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1002_STAMPING: Y 160 1946
 MD1002_MARK LOGO: CGS
 MD1002_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1002+STABILITY: SURFACE MOTION
 MD1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1002+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1002
 MD1002  HISTORY     - Date     Condition        Report By
 MD1002  HISTORY     - 1946     MONUMENTED       CGS
 MD1002  HISTORY     - 1968     GOOD             CGS
 MD1002  HISTORY     - 1990     GOOD             USPSQD
 MD1002  HISTORY     - 19921008 GOOD             NGS
 MD1002
 MD1002                          STATION DESCRIPTION
 MD1002
 MD1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1002'0.5 MI NW FROM PIERCETON.
 MD1002'ABOUT 0.5 MILE NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1002'THE CROSSING OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.2 MILE
 MD1002'NORTHWEST OF MILEPOST 351, 49.4 FEET EAST OF THE NORTH CORNER
 MD1002'OF A WAREHOUSE OF THE ARNOLT CORPORATION PLANT, 30.3 FEET SOUTHWEST
 MD1002'OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 28.4 FEET NORTHEAST
 MD1002'OF THE NORTHEAST FACE OF THE BUILDING, 2 1/2 FEET SOUTHEAST OF
 MD1002'A UTILITY POLE, IN LINE WITH A ROW OF POLES, 0.7 FOOT SOUTHWEST
 MD1002'OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 MD1002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD1002'THE LEVEL OF THE GROUND.  SEC 28, T 32 N, R 7 E.
 MD1002
 MD1002                          STATION RECOVERY (1990)
 MD1002
 MD1002'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1002'RECOVERED IN GOOD CONDITION.
 MD1002
 MD1002                          STATION RECOVERY (1992)
 MD1002
 MD1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1002'0.9 KM (0.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1002'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, 15.1 M (49.5 FT) EAST OF
 MD1002'THE NORTH CORNER OF THE ARNOLT CORPORATION PLANT, 9.3 M (30.5 FT)
 MD1002'SOUTHWEST OF THE NEAR RAIL, 8.7 M (28.5 FT) NORTHEAST OF THE
 MD1002'NORTHEAST FACE OF THE BUILDING, 0.7 M (2.3 FT) SOUTHEAST OF A UTILITY
 MD1002'POLE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 MD1002'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0860 ***********************************************************************
 MD0860  DESIGNATION -  Y 162
 MD0860  PID         -  MD0860
 MD0860  STATE/COUNTY-  IN/DE KALB
 MD0860  COUNTRY     -  US
 MD0860  USGS QUAD   -  GARRETT (2019)
 MD0860
 MD0860                         *CURRENT SURVEY CONTROL
 MD0860  ______________________________________________________________________
 MD0860* NAD 83(1997) POSITION- 41 16 17.95020(N) 085 11 24.63249(W)   ADJUSTED
 MD0860* NAVD 88 ORTHO HEIGHT -   264.276 (meters)      867.05  (feet) ADJUSTED
 MD0860  ______________________________________________________________________
 MD0860  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 MD0860  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 MD0860  DYNAMIC HEIGHT  -        264.172 (meters)      866.70  (feet) COMP
 MD0860  MODELED GRAVITY -    980,223.9   (mgal)                       NAVD 88
 MD0860
 MD0860  HORZ ORDER      -  SECOND
 MD0860  VERT ORDER      -  SECOND    CLASS 0
 MD0860
 MD0860.The horizontal coordinates were established by classical geodetic methods
 MD0860.and adjusted by the National Geodetic Survey in May 1999.
 MD0860
 MD0860.The orthometric height was determined by differential leveling and
 MD0860.adjusted by the NATIONAL GEODETIC SURVEY
 MD0860.in June 1991.
 MD0860
 MD0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0860.GEOID18 height accuracy estimate available here.
 MD0860
 MD0860.Click photographs - Photos may exist for this station.
 MD0860
 MD0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0860
 MD0860.The dynamic height is computed by dividing the NAVD 88
 MD0860.geopotential number by the normal gravity value computed on the
 MD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0860.degrees latitude (g = 980.6199 gals.).
 MD0860
 MD0860.The modeled gravity was interpolated from observed gravity values.
 MD0860
 MD0860. The following values were computed from the NAD 83(1997) position.
 MD0860
 MD0860;                    North         East     Units Scale Factor Converg.
 MD0860;SPC IN E     -   668,835.518   139,923.337   MT  0.99998627   +0 18 51.5
 MD0860;SPC IN E     - 2,194,337.86    459,065.15   sFT  0.99998627   +0 18 51.5
 MD0860;UTM  16      - 4,570,493.317   651,585.671   MT  0.99988280   +1 11 38.5
 MD0860
 MD0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0860!SPC IN E     -   0.99996371  x   0.99998627  =   0.99994998
 MD0860!UTM  16      -   0.99996371  x   0.99988280  =   0.99984652
 MD0860
 MD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5158570493(NAD 83)
 MD0860
 MD0860                          SUPERSEDED SURVEY CONTROL
 MD0860
 MD0860  NAD 83(1995)-  41 16 17.95033(N)    085 11 24.63695(W) AD(       ) 2
 MD0860  NAD 83(1986)-  41 16 17.95093(N)    085 11 24.64470(W) AD(       ) 2
 MD0860  NAD 27      -  41 16 17.77510(N)    085 11 24.74920(W) AD(       ) 2
 MD0860  NGVD 29 (??/??/92)  264.425  (m)          867.53   (f) ADJ UNCH    2 0
 MD0860  NGVD 29             264.42   (m)          867.5    (f) LEVELING    3  
 MD0860
 MD0860.Superseded values are not recommended for survey control.
 MD0860
 MD0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0860.See file dsdata.pdf to determine how the superseded data were derived.
 MD0860
 MD0860_MARKER: DB = BENCH MARK DISK
 MD0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0860_STAMPING: Y 162 1946
 MD0860_MARK LOGO: CGS
 MD0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0860+STABILITY: SURFACE MOTION
 MD0860
 MD0860  HISTORY     - Date     Condition        Report By
 MD0860  HISTORY     - 1946     MONUMENTED       CGS
 MD0860  HISTORY     - 1962     GOOD             CGS
 MD0860  HISTORY     - 1963     GOOD             CGS
 MD0860  HISTORY     - 1977     GOOD             NGS
 MD0860
 MD0860                          STATION DESCRIPTION
 MD0860
 MD0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0860'(THIS IS A TRAVERSE STATION)
 MD0860'
 MD0860'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF FORT WAYNE AND 3 MILES
 MD0860'NORTH OF THE VILLAGE OF
 MD0860'HUNTERSTOWN, ALONG THE WEST RIGHT OF WAY LINE OF THE PENNSYLVANIA
 MD0860'RAILROAD TRACK AND ABOUT 0.1 MILE EAST OF
 MD0860'STATE HIGHWAY 3.  IT IS 96.85 FEET NORTH OF TRIANGULATION
 MD0860'STATION APPLE, 44 FEET WEST OF THE WEST RAIL OF THE
 MD0860'PENNSYLVANIA RAILROAD TRACK,
 MD0860'37 FEET NORTH OF A STEEL FENCE CORNER AND 3 FEET EAST OF A
 MD0860'NORTH-SOUTH FENCE LINE.  THE MARK IS
 MD0860'A 12 BY 12 CONCRETE BLOCK AND THE DISK IS A STANDARD U.S.C. AND G.S.
 MD0860'BENCH MARK STAMPED Y-162 1946.
 MD0860'
 MD0860'TO REACH THE STATION FROM FORT WAYNE, GO NORTH ON STATE HIGHWAY 3 FOR
 MD0860'13 MILES TO THE COUNTY LINE.
 MD0860'CONTINUE NORTH ACROSS THE TRACKS 0.6 MILE TO THE CROSS ROAD AND
 MD0860'OBLIQUE CROSSING OF THE
 MD0860'NOBLE-DEKALB COUNTY LINE.  TURN RIGHT AND GO EAST 0.1 MILE TO THE
 MD0860'PENNSYLVANIA RAILROAD TRACK AND THE STATION
 MD0860'ON THE LEFT.
 MD0860
 MD0860                          STATION RECOVERY (1962)
 MD0860
 MD0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MD0860'1.3 MI SSE FROM LAOTTO.
 MD0860'ABOUT 1.3 MILES S ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION
 MD0860'WITH NO. 205 INDIANA HWY. IN LAOTTO, THENCE 0.1 MILE E ALONG NO.
 MD0860'70 COUNTY ROAD TO ITS CROSSING WITH THE BRANCH OF PENNSYLVANIA
 MD0860'RAILROAD AND THE MARK, 56 FEET N OF CENTER LINE OF THE GRAVEL ROAD,
 MD0860'36.5 FEET N OF A FENCE CORNER POST, 44.0 FEET W OF W RAIL, 2.4
 MD0860'FEET LOWER THAN TOP OF SAME, ABOUT 1.4 FEET LOWER THAN NEAREST
 MD0860'CENTER LINE OF ROAD, 2.5 FEET E OF FENCE, 2.0 FEET E OF STEEL
 MD0860'WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0860
 MD0860                          STATION RECOVERY (1963)
 MD0860
 MD0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0860'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 MD0860'TRAVERSE DISTANCE OF 96.85 FEET
 MD0860'OR 29.520 METERS WAS CHECKED SO WITH A 300-FOOT TAPE AND THE AZIMUTH
 MD0860'AS LISTED CHECKED BY INSPECTION.
 MD0860'THE TRAVERSE CONNECTION IS TO TRIANGULATION STATION APPLE.
 MD0860'
 MD0860'ABOUT 1.3 MILES S ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD0860'R.R. AND NO.  205 INDIANA HWY.
 MD0860'IN LAOTTO TO CROSS ROAD AND TURN LEFT, THENCE 0.1 MILE E ALONG
 MD0860'GRAVELED NO. 70 DEKALB COUNTY ROAD TO
 MD0860'R.R. CROSSING AND THE STATION ON THE LEFT, 56 FEET N OF C/L
 MD0860'OF ROAD, 44.0 FEET WSW OF W RAIL OF BRANCH OF
 MD0860'PENNSYLVANIA RAILROAD, 2.4 FEET LOWER THAN
 MD0860'TOP OF SAME, 1.4 FEET LOWER THAN C/L OF ROAD, 36.5 FEET N OF
 MD0860'FENCE CORNER, 2.5 FEET ENE OF FENCE,
 MD0860'2.0 FEET E OF STEEL WITNESS POST, A STANDARD BENCH MARK DISK IS SET
 MD0860'IN TOP OF A CONCRETE POST THAT
 MD0860'PROJECTS 0.1 FOOT ABOVE GROUND, AND THE DISK IS STAMPED Y 162 1946.
 MD0860
 MD0860                          STATION RECOVERY (1977)
 MD0860
 MD0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MD0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0862 ***********************************************************************
 MD0862  DESIGNATION -  Y 163
 MD0862  PID         -  MD0862
 MD0862  STATE/COUNTY-  IN/ALLEN
 MD0862  COUNTRY     -  US
 MD0862  USGS QUAD   -  GARRETT (2019)
 MD0862
 MD0862                         *CURRENT SURVEY CONTROL
 MD0862  ______________________________________________________________________
 MD0862* NAD 83(1986) POSITION- 41 15 41.2    (N) 085 08 37.3    (W)   HD_HELD2
 MD0862* NAVD 88 ORTHO HEIGHT -   258.231 (meters)      847.21  (feet) ADJUSTED
 MD0862  ______________________________________________________________________
 MD0862  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 MD0862  DYNAMIC HEIGHT  -        258.128 (meters)      846.87  (feet) COMP
 MD0862  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 MD0862
 MD0862  VERT ORDER      -  SECOND    CLASS 0
 MD0862
 MD0862.The horizontal coordinates were established by autonomous hand held GPS
 MD0862.observations and have an estimated accuracy of +/- 10 meters.
 MD0862
 MD0862.The orthometric height was determined by differential leveling and
 MD0862.adjusted by the NATIONAL GEODETIC SURVEY
 MD0862.in June 1991.
 MD0862
 MD0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0862.GEOID18 height accuracy estimate available here.
 MD0862
 MD0862.Click photographs - Photos may exist for this station.
 MD0862
 MD0862.The dynamic height is computed by dividing the NAVD 88
 MD0862.geopotential number by the normal gravity value computed on the
 MD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0862.degrees latitude (g = 980.6199 gals.).
 MD0862
 MD0862.The modeled gravity was interpolated from observed gravity values.
 MD0862
 MD0862;                    North         East    Units  Estimated Accuracy
 MD0862;SPC IN E     -   667,724.      143,825.      MT  (+/- 10 meters HH2 GPS)
 MD0862
 MD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5550369442(NAD 83)
 MD0862
 MD0862                          SUPERSEDED SURVEY CONTROL
 MD0862
 MD0862  NGVD 29 (??/??/92)  258.380  (m)          847.70   (f) ADJ UNCH    2 0
 MD0862
 MD0862.Superseded values are not recommended for survey control.
 MD0862
 MD0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0862.See file dsdata.pdf to determine how the superseded data were derived.
 MD0862
 MD0862_MARKER: DB = BENCH MARK DISK
 MD0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0862_STAMPING: Y 163 1946
 MD0862_MARK LOGO: CGS
 MD0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0862+STABILITY: SURFACE MOTION
 MD0862
 MD0862  HISTORY     - Date     Condition        Report By
 MD0862  HISTORY     - 1946     MONUMENTED       CGS
 MD0862  HISTORY     - 1962     GOOD             CGS
 MD0862
 MD0862                          STATION DESCRIPTION
 MD0862
 MD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0862'4.9 MI SE FROM LAOTTO.
 MD0862'ABOUT 3.2 MILES SOUTHERLY ALONG NO. 3 INDIANA HWY. FROM ITS
 MD0862'INTERSECTION WITH NO. 205 INDIANA HWY. IN LAOTTO, THENCE 1.0
 MD0862'MILES EASTERLY ON SIMON ROAD TO T-JUNCTION WITH WEST ROAD,
 MD0862'THENCE 0.4 MILE E AND NORTHERLY ON WEST ROAD, THENCE 0.3 MILE E
 MD0862'ALONG FITCH ROAD TO RAILROAD CROSSING AND THE MARK, OR 0.9 MILE
 MD0862'S ALONG NO. 27 U.S. HWY. FROM ITS CROSSING WITH A BRANCH LINE OF
 MD0862'NEW YORK CENTRAL RAILROAD, THENCE 0.55 MILE WESTERLY ALONG
 MD0862'SAID FITCH ROAD TO THE MARK, 46 FEET WNW OF WNW RAIL, 0.9 FOOT
 MD0862'LOWER THAN SAME, 32 FEET N OF CENTER LINE OF FITCH ROAD, 13-1/2
 MD0862'FEET N OF A FENCE CORNER, ONE FOOT E OF THE R/W FENCE AND
 MD0862'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0911 ***********************************************************************
 MD0911  DESIGNATION -  Y 164 RESET
 MD0911  PID         -  MD0911
 MD0911  STATE/COUNTY-  IN/NOBLE
 MD0911  COUNTRY     -  US
 MD0911  USGS QUAD   -  MERRIAM (2019)
 MD0911
 MD0911                         *CURRENT SURVEY CONTROL
 MD0911  ______________________________________________________________________
 MD0911* NAD 83(1986) POSITION- 41 19 22.     (N) 085 25 20.     (W)   SCALED
 MD0911* NAVD 88 ORTHO HEIGHT -   284.79  (meters)      934.3   (feet) RESET
 MD0911  ______________________________________________________________________
 MD0911  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 MD0911  VERT ORDER      -  THIRD
 MD0911
 MD0911.The horizontal coordinates were scaled from a map and have
 MD0911.an estimated accuracy of +/- 6 seconds.
 MD0911
 MD0911.The orthometric height was computed from unverified reset data.
 MD0911
 MD0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0911.GEOID18 height accuracy estimate available here.
 MD0911
 MD0911.Click photographs - Photos may exist for this station.
 MD0911
 MD0911;                    North         East    Units  Estimated Accuracy
 MD0911;SPC IN E     -   674,430.      120,470.      MT  (+/- 180 meters Scaled)
 MD0911
 MD0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL320757(NAD 83)
 MD0911
 MD0911                          SUPERSEDED SURVEY CONTROL
 MD0911
 MD0911  NGVD 29 (??/??/??)  284.93   (m)          934.8    (f) RESET       3  
 MD0911
 MD0911.Superseded values are not recommended for survey control.
 MD0911
 MD0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0911.See file dsdata.pdf to determine how the superseded data were derived.
 MD0911
 MD0911_MARKER: DB = BENCH MARK DISK
 MD0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0911_STAMPING: Y 164 RESET 1967
 MD0911_MARK LOGO: CGS
 MD0911_PROJECTION: PROJECTING 10 CENTIMETERS
 MD0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0911+STABILITY: SURFACE MOTION
 MD0911
 MD0911  HISTORY     - Date     Condition        Report By
 MD0911  HISTORY     - 1967     MONUMENTED       CGS
 MD0911
 MD0911                          STATION DESCRIPTION
 MD0911
 MD0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MD0911'3 MI NE FROM MERRIAM.
 MD0911'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 MD0911'U.S. HIGHWAY 33 AT MERRIAM, 0.55 MILE EAST OF THE BURR OAK BAPTIST
 MD0911'CHURCH, 5.0 MILES SOUTH OF THE COURTHOUSE IN ALBION AND ON ROAD
 MD0911'RIGHT-OF-WAY.  IT IS 100 FEET EAST OF THE CENTERLINE OF STATE
 MD0911'HIGHWAY 9, 19 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 200 S,
 MD0911'1 FOOT SOUTH OF A WIRE FENCE AND 1 FOOT WEST OF A METAL WITNESS
 MD0911'POST.  THE ROUND CONCRETE MONUMENT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1147 ***********************************************************************
 MD1147  DESIGNATION -  Y 165
 MD1147  PID         -  MD1147
 MD1147  STATE/COUNTY-  IN/WHITLEY
 MD1147  COUNTRY     -  US
 MD1147  USGS QUAD   -  LORANE (2019)
 MD1147
 MD1147                         *CURRENT SURVEY CONTROL
 MD1147  ______________________________________________________________________
 MD1147* NAD 83(1986) POSITION- 41 10 40.     (N) 085 32 04.     (W)   SCALED
 MD1147* NAVD 88 ORTHO HEIGHT -   273.157 (meters)      896.18  (feet) ADJUSTED
 MD1147  ______________________________________________________________________
 MD1147  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 MD1147  DYNAMIC HEIGHT  -        273.048 (meters)      895.83  (feet) COMP
 MD1147  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 MD1147
 MD1147  VERT ORDER      -  SECOND    CLASS 0
 MD1147
 MD1147.The horizontal coordinates were scaled from a map and have
 MD1147.an estimated accuracy of +/- 6 seconds.
 MD1147
 MD1147.The orthometric height was determined by differential leveling and
 MD1147.adjusted by the NATIONAL GEODETIC SURVEY
 MD1147.in June 1991.
 MD1147
 MD1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1147.GEOID18 height accuracy estimate available here.
 MD1147
 MD1147.Click photographs - Photos may exist for this station.
 MD1147
 MD1147.The dynamic height is computed by dividing the NAVD 88
 MD1147.geopotential number by the normal gravity value computed on the
 MD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1147.degrees latitude (g = 980.6199 gals.).
 MD1147
 MD1147.The modeled gravity was interpolated from observed gravity values.
 MD1147
 MD1147;                    North         East    Units  Estimated Accuracy
 MD1147;SPC IN E     -   658,310.      111,090.      MT  (+/- 180 meters Scaled)
 MD1147
 MD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL229595(NAD 83)
 MD1147
 MD1147                          SUPERSEDED SURVEY CONTROL
 MD1147
 MD1147  NGVD 29 (??/??/92)  273.308  (m)          896.68   (f) ADJ UNCH    2 0
 MD1147
 MD1147.Superseded values are not recommended for survey control.
 MD1147
 MD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1147.See file dsdata.pdf to determine how the superseded data were derived.
 MD1147
 MD1147_MARKER: DB = BENCH MARK DISK
 MD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1147_STAMPING: Y 165 1946
 MD1147_MARK LOGO: CGS
 MD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1147+STABILITY: SURFACE MOTION
 MD1147
 MD1147  HISTORY     - Date     Condition        Report By
 MD1147  HISTORY     - 1946     MONUMENTED       CGS
 MD1147  HISTORY     - 1961     GOOD             CGS
 MD1147
 MD1147                          STATION DESCRIPTION
 MD1147
 MD1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1147'3.4 MI NW FROM COLUMBIA CITY.
 MD1147'ABOUT 2.5 MILES WESTERLY ALONG NO. 30 U.S. HIGHWAY FROM THE
 MD1147'COURTHOUSE IN COLUMBIA CITY, THENCE 0.9 MILE N ON WOLF ROAD TO
 MD1147'SHARP TURN AND THE MARK, 0.4 MILE W OF Y-JUNCTION OF WOLF ROAD
 MD1147'AND LINCOLNWAY (OLD NO. 30 OR LINCOLN HIGHWAY), 105 FEET E OF
 MD1147'PROJECTED CENTER LINE OF ROAD TANGENT FROM SOUTH, 18 FEET N OF
 MD1147'CENTER LINE OF E TANGENT, 0.5 FOOT LOWER THAN SAME, 10 FEET E
 MD1147'OF R.R.-RAIL CORNER FENCE POST, 7 FEET E OF NO. C1 20 POWER
 MD1147'POLE, 1.4 FEET W OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT
 MD1147'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0196 ***********************************************************************
 ME0196  DESIGNATION -  Y 166
 ME0196  PID         -  ME0196
 ME0196  STATE/COUNTY-  IN/MARSHALL
 ME0196  COUNTRY     -  US
 ME0196  USGS QUAD   -  LA PAZ (2019)
 ME0196
 ME0196                         *CURRENT SURVEY CONTROL
 ME0196  ______________________________________________________________________
 ME0196* NAD 83(1986) POSITION- 41 24 51.     (N) 086 18 49.     (W)   SCALED
 ME0196* NAVD 88 ORTHO HEIGHT -   254.778 (meters)      835.88  (feet) ADJUSTED
 ME0196  ______________________________________________________________________
 ME0196  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 ME0196  DYNAMIC HEIGHT  -        254.673 (meters)      835.54  (feet) COMP
 ME0196  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 ME0196
 ME0196  VERT ORDER      -  SECOND    CLASS 0
 ME0196
 ME0196.The horizontal coordinates were scaled from a map and have
 ME0196.an estimated accuracy of +/- 6 seconds.
 ME0196
 ME0196.The orthometric height was determined by differential leveling and
 ME0196.adjusted by the NATIONAL GEODETIC SURVEY
 ME0196.in June 1991.
 ME0196
 ME0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0196.GEOID18 height accuracy estimate available here.
 ME0196
 ME0196.Click photographs - Photos may exist for this station.
 ME0196
 ME0196.The dynamic height is computed by dividing the NAVD 88
 ME0196.geopotential number by the normal gravity value computed on the
 ME0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0196.degrees latitude (g = 980.6199 gals.).
 ME0196
 ME0196.The modeled gravity was interpolated from observed gravity values.
 ME0196
 ME0196;                    North         East    Units  Estimated Accuracy
 ME0196;SPC IN E     -   684,760.       45,910.      MT  (+/- 180 meters Scaled)
 ME0196
 ME0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL573849(NAD 83)
 ME0196
 ME0196                          SUPERSEDED SURVEY CONTROL
 ME0196
 ME0196  NGVD 29 (??/??/92)  254.891  (m)          836.25   (f) ADJ UNCH    2 0
 ME0196
 ME0196.Superseded values are not recommended for survey control.
 ME0196
 ME0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0196.See file dsdata.pdf to determine how the superseded data were derived.
 ME0196
 ME0196_MARKER: DB = BENCH MARK DISK
 ME0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0196_STAMPING: Y 166 1946
 ME0196_MARK LOGO: CGS
 ME0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0196+STABILITY: SURFACE MOTION
 ME0196
 ME0196  HISTORY     - Date     Condition        Report By
 ME0196  HISTORY     - 1946     MONUMENTED       CGS
 ME0196  HISTORY     - 1984     GOOD             USPSQD
 ME0196  HISTORY     - 1987     GOOD             USPSQD
 ME0196  HISTORY     - 1988     GOOD             USPSQD
 ME0196  HISTORY     - 20131202 POOR             INDOT
 ME0196
 ME0196                          STATION DESCRIPTION
 ME0196
 ME0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0196'2.8 MI S FROM LAPAZ.
 ME0196'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE HIGH
 ME0196'SCHOOL AT LAPAZ, ABOUT 0.2 MILE NORTH OF THE DUNKARD BRETHREN
 ME0196'CHURCH AND CEMETERY, AT THE JUNCTION OF A TARVIA ROAD LEADING
 ME0196'EAST, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 ME0196'SOUTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET NORTH OF TELEPHONE
 ME0196'POLE 235, 15.5 FEET SOUTH OF A STEEL-RAIL CORNER FENCE POST, 1.6
 ME0196'FEET WEST OF THE FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 ME0196'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0196
 ME0196                          STATION RECOVERY (1984)
 ME0196
 ME0196'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0196'ADDITONAL INFORMATION: ON NORTH MICHIGAN ROAD. 47 FEET SOUTH OF THE
 ME0196'CENTERLINE OF WEST 4TH A ROAD, 9 FEET WEST-NORTHWEST OF A POWER POLE,
 ME0196'36 FEET SOUTHWEST OF A 4 FOOT HIGH IRON RAIL POST SET IN A 3 X 3 FOOT
 ME0196'CONCRETE BLOCK.
 ME0196
 ME0196                          STATION RECOVERY (1987)
 ME0196
 ME0196'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0196'RECOVERED IN GOOD CONDITION.
 ME0196
 ME0196                          STATION RECOVERY (1988)
 ME0196
 ME0196'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPH)
 ME0196'RECOVERED IN GOOD CONDITION.
 ME0196
 ME0196                          STATION RECOVERY (2013)
 ME0196
 ME0196'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME0196'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0016 ***********************************************************************
 ME0016  DESIGNATION -  Y 167
 ME0016  PID         -  ME0016
 ME0016  STATE/COUNTY-  IN/ST JOSEPH
 ME0016  COUNTRY     -  US
 ME0016  USGS QUAD   -  OSCEOLA (2019)
 ME0016
 ME0016                         *CURRENT SURVEY CONTROL
 ME0016  ______________________________________________________________________
 ME0016* NAD 83(1986) POSITION- 41 39 40.     (N) 086 06 50.     (W)   SCALED
 ME0016* NAVD 88 ORTHO HEIGHT -   222.328 (meters)      729.42  (feet) ADJUSTED
 ME0016  ______________________________________________________________________
 ME0016  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 ME0016  DYNAMIC HEIGHT  -        222.241 (meters)      729.14  (feet) COMP
 ME0016  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 ME0016
 ME0016  VERT ORDER      -  SECOND    CLASS 0
 ME0016
 ME0016.The horizontal coordinates were scaled from a map and have
 ME0016.an estimated accuracy of +/- 6 seconds.
 ME0016
 ME0016.The orthometric height was determined by differential leveling and
 ME0016.adjusted by the NATIONAL GEODETIC SURVEY
 ME0016.in June 1991.
 ME0016
 ME0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0016.GEOID18 height accuracy estimate available here.
 ME0016
 ME0016.Click photographs - Photos may exist for this station.
 ME0016
 ME0016.The dynamic height is computed by dividing the NAVD 88
 ME0016.geopotential number by the normal gravity value computed on the
 ME0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0016.degrees latitude (g = 980.6199 gals.).
 ME0016
 ME0016.The modeled gravity was interpolated from observed gravity values.
 ME0016
 ME0016;                    North         East    Units  Estimated Accuracy
 ME0016;SPC IN E     -   712,080.       62,750.      MT  (+/- 180 meters Scaled)
 ME0016
 ME0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM737125(NAD 83)
 ME0016
 ME0016                          SUPERSEDED SURVEY CONTROL
 ME0016
 ME0016  NGVD 29 (??/??/92)  222.449  (m)          729.82   (f) ADJ UNCH    2 0
 ME0016
 ME0016.Superseded values are not recommended for survey control.
 ME0016
 ME0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0016.See file dsdata.pdf to determine how the superseded data were derived.
 ME0016
 ME0016_MARKER: DB = BENCH MARK DISK
 ME0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0016_STAMPING: Y 167 1946
 ME0016_MARK LOGO: CGS
 ME0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0016+STABILITY: SURFACE MOTION
 ME0016
 ME0016  HISTORY     - Date     Condition        Report By
 ME0016  HISTORY     - 1946     MONUMENTED       CGS
 ME0016  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0016  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0016
 ME0016                          STATION DESCRIPTION
 ME0016
 ME0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0016'2.6 MI E FROM MISHAWAKA.
 ME0016'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL
 ME0016'AT MISHAWAKA, THENCE ABOUT 0.15 MILE SOUTH ALONG ELDER STREET,
 ME0016'IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE NEW YORK CENTRAL
 ME0016'RAILROAD, 33 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK,
 ME0016'23 FEET EAST OF THE CENTER LINE OF THE STREET, 2.0 FEET NORTH OF
 ME0016'A FENCE CORNER, ABOUT 2-1/2 FEET LOWER THAN THE TRACK, AND IN THE
 ME0016'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THIS BENCH
 ME0016'MARK IS ABOUT 3.5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME0016'THE STATION AT MISHAWAKA.
 ME0016
 ME0016                          STATION RECOVERY (1984)
 ME0016
 ME0016'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0016'MARK NOT FOUND.
 ME0016
 ME0016                          STATION RECOVERY (2001)
 ME0016
 ME0016'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0161 ***********************************************************************
 ME0161  DESIGNATION -  Y 168
 ME0161  PID         -  ME0161
 ME0161  STATE/COUNTY-  IN/MARSHALL
 ME0161  COUNTRY     -  US
 ME0161  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0161
 ME0161                         *CURRENT SURVEY CONTROL
 ME0161  ______________________________________________________________________
 ME0161* NAD 83(1986) POSITION- 41 25 35.     (N) 086 07 01.     (W)   SCALED
 ME0161* NAVD 88 ORTHO HEIGHT -   256.103 (meters)      840.23  (feet) ADJUSTED
 ME0161  ______________________________________________________________________
 ME0161  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 ME0161  DYNAMIC HEIGHT  -        255.997 (meters)      839.88  (feet) COMP
 ME0161  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 ME0161
 ME0161  VERT ORDER      -  SECOND    CLASS 0
 ME0161
 ME0161.The horizontal coordinates were scaled from a map and have
 ME0161.an estimated accuracy of +/- 6 seconds.
 ME0161
 ME0161.The orthometric height was determined by differential leveling and
 ME0161.adjusted by the NATIONAL GEODETIC SURVEY
 ME0161.in June 1991.
 ME0161
 ME0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0161.GEOID18 height accuracy estimate available here.
 ME0161
 ME0161.Click photographs - Photos may exist for this station.
 ME0161
 ME0161.The dynamic height is computed by dividing the NAVD 88
 ME0161.geopotential number by the normal gravity value computed on the
 ME0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0161.degrees latitude (g = 980.6199 gals.).
 ME0161
 ME0161.The modeled gravity was interpolated from observed gravity values.
 ME0161
 ME0161;                    North         East    Units  Estimated Accuracy
 ME0161;SPC IN E     -   686,010.       62,360.      MT  (+/- 180 meters Scaled)
 ME0161
 ME0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737864(NAD 83)
 ME0161
 ME0161                          SUPERSEDED SURVEY CONTROL
 ME0161
 ME0161  NGVD 29 (??/??/92)  256.221  (m)          840.62   (f) ADJ UNCH    2 0
 ME0161
 ME0161.Superseded values are not recommended for survey control.
 ME0161
 ME0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0161.See file dsdata.pdf to determine how the superseded data were derived.
 ME0161
 ME0161_MARKER: DB = BENCH MARK DISK
 ME0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0161_STAMPING: Y 168 1946
 ME0161_MARK LOGO: CGS
 ME0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0161+STABILITY: SURFACE MOTION
 ME0161
 ME0161  HISTORY     - Date     Condition        Report By
 ME0161  HISTORY     - 1946     MONUMENTED       CGS
 ME0161  HISTORY     - 19940829 GOOD             USPSQD
 ME0161
 ME0161                          STATION DESCRIPTION
 ME0161
 ME0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0161'2.7 MI SE FROM BREMEN.
 ME0161'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0161'STATE BANK AT BREMEN, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A
 ME0161'GRAVEL ROAD LEADING EAST, 53 FEET EAST OF THE CENTER LINE OF
 ME0161'THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24.5
 ME0161'FEET NORTHEAST OF A STEEL-RAIL CORNER FENCE POST, 11.5 FEET
 ME0161'SOUTHWEST OF ANOTHER STEEL-RAIL CORNER FENCE POST, 1.0 FOOT
 ME0161'NORTHWEST OF THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 ME0161'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 ME0161
 ME0161                          STATION RECOVERY (1994)
 ME0161
 ME0161'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0185 ***********************************************************************
 ME0185  DESIGNATION -  Y 169
 ME0185  PID         -  ME0185
 ME0185  STATE/COUNTY-  IN/MARSHALL
 ME0185  COUNTRY     -  US
 ME0185  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0185
 ME0185                         *CURRENT SURVEY CONTROL
 ME0185  ______________________________________________________________________
 ME0185* NAD 83(1986) POSITION- 41 24 16.     (N) 086 04 58.     (W)   SCALED
 ME0185* NAVD 88 ORTHO HEIGHT -   253.915 (meters)      833.05  (feet) ADJUSTED
 ME0185  ______________________________________________________________________
 ME0185  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 ME0185  DYNAMIC HEIGHT  -        253.810 (meters)      832.71  (feet) COMP
 ME0185  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 ME0185
 ME0185  VERT ORDER      -  SECOND    CLASS 0
 ME0185
 ME0185.The horizontal coordinates were scaled from a map and have
 ME0185.an estimated accuracy of +/- 6 seconds.
 ME0185
 ME0185.The orthometric height was determined by differential leveling and
 ME0185.adjusted by the NATIONAL GEODETIC SURVEY
 ME0185.in June 1991.
 ME0185
 ME0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0185.GEOID18 height accuracy estimate available here.
 ME0185
 ME0185.Click photographs - Photos may exist for this station.
 ME0185
 ME0185.The dynamic height is computed by dividing the NAVD 88
 ME0185.geopotential number by the normal gravity value computed on the
 ME0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0185.degrees latitude (g = 980.6199 gals.).
 ME0185
 ME0185.The modeled gravity was interpolated from observed gravity values.
 ME0185
 ME0185;                    North         East    Units  Estimated Accuracy
 ME0185;SPC IN E     -   683,560.       65,210.      MT  (+/- 180 meters Scaled)
 ME0185
 ME0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL766840(NAD 83)
 ME0185
 ME0185                          SUPERSEDED SURVEY CONTROL
 ME0185
 ME0185  NGVD 29 (??/??/92)  254.035  (m)          833.45   (f) ADJ UNCH    2 0
 ME0185
 ME0185.Superseded values are not recommended for survey control.
 ME0185
 ME0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0185.See file dsdata.pdf to determine how the superseded data were derived.
 ME0185
 ME0185_MARKER: DB = BENCH MARK DISK
 ME0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0185_STAMPING: Y 169 1946
 ME0185_MARK LOGO: CGS
 ME0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0185+STABILITY: SURFACE MOTION
 ME0185
 ME0185  HISTORY     - Date     Condition        Report By
 ME0185  HISTORY     - 1946     MONUMENTED       CGS
 ME0185  HISTORY     - 19940829 GOOD             USPSQD
 ME0185
 ME0185                          STATION DESCRIPTION
 ME0185
 ME0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0185'1.7 MI E FROM MUNCIE CORNER.
 ME0185'ABOUT 1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE OLD GERMAN
 ME0185'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, IN THE SOUTHWEST ANGLE
 ME0185'OF THE T-JUNCTION WITH A NORTH-AND-SOUTH GRAVEL ROAD, 27 FEET
 ME0185'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 36 FEET WEST
 ME0185'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 6.0 FEET
 ME0185'SOUTHEAST OF A STEEL-RAIL CORNER FENCE POST, 1.0 FOOT NORTHWEST
 ME0185'OF THE FENCE, ABOUT 2 FEET HIGHER THAN THE ROADS, AND IN THE TOP
 ME0185'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0185
 ME0185                          STATION RECOVERY (1994)
 ME0185
 ME0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0144 ***********************************************************************
 ME0144  DESIGNATION -  Y 170
 ME0144  PID         -  ME0144
 ME0144  STATE/COUNTY-  IN/ST JOSEPH
 ME0144  COUNTRY     -  US
 ME0144  USGS QUAD   -  WAKARUSA (2019)
 ME0144
 ME0144                         *CURRENT SURVEY CONTROL
 ME0144  ______________________________________________________________________
 ME0144* NAD 83(1986) POSITION- 41 32 08.     (N) 086 04 45.     (W)   SCALED
 ME0144* NAVD 88 ORTHO HEIGHT -   251.270 (meters)      824.38  (feet) ADJUSTED
 ME0144  ______________________________________________________________________
 ME0144  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 ME0144  DYNAMIC HEIGHT  -        251.166 (meters)      824.03  (feet) COMP
 ME0144  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 ME0144
 ME0144  VERT ORDER      -  SECOND    CLASS 0
 ME0144
 ME0144.The horizontal coordinates were scaled from a map and have
 ME0144.an estimated accuracy of +/- 6 seconds.
 ME0144
 ME0144.The orthometric height was determined by differential leveling and
 ME0144.adjusted by the NATIONAL GEODETIC SURVEY
 ME0144.in June 1991.
 ME0144
 ME0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0144.GEOID18 height accuracy estimate available here.
 ME0144
 ME0144.Click photographs - Photos may exist for this station.
 ME0144
 ME0144.The dynamic height is computed by dividing the NAVD 88
 ME0144.geopotential number by the normal gravity value computed on the
 ME0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0144.degrees latitude (g = 980.6199 gals.).
 ME0144
 ME0144.The modeled gravity was interpolated from observed gravity values.
 ME0144
 ME0144;                    North         East    Units  Estimated Accuracy
 ME0144;SPC IN E     -   698,120.       65,580.      MT  (+/- 180 meters Scaled)
 ME0144
 ME0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL768986(NAD 83)
 ME0144
 ME0144                          SUPERSEDED SURVEY CONTROL
 ME0144
 ME0144  NGVD 29 (??/??/92)  251.387  (m)          824.76   (f) ADJ UNCH    2 0
 ME0144
 ME0144.Superseded values are not recommended for survey control.
 ME0144
 ME0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0144.See file dsdata.pdf to determine how the superseded data were derived.
 ME0144
 ME0144_MARKER: DB = BENCH MARK DISK
 ME0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0144_SP_SET: CULVERT HEADWALL
 ME0144_STAMPING: Y 170 1946
 ME0144_MARK LOGO: CGS
 ME0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0144+STABILITY: SURFACE MOTION
 ME0144
 ME0144  HISTORY     - Date     Condition        Report By
 ME0144  HISTORY     - 1946     MONUMENTED       CGS
 ME0144  HISTORY     - 1958     MARK NOT FOUND   USGS
 ME0144
 ME0144                          STATION DESCRIPTION
 ME0144
 ME0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0144'3 MI W FROM WAKARUSA.
 ME0144'ABOUT 3.0 MILES WEST ALONG A PAVED ROAD FROM THE EXCHANGE STATE
 ME0144'BANK AT WAKARUSA, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 ME0144'OF PIERCE ROAD AND BEECH ROAD, SET IN THE TOP OF THE EAST END
 ME0144'OF AN L CONCRETE HEAD WALL OF A 36 INCH PIPE CULVERT, 60 FEET
 ME0144'SOUTH OF THE CENTER LINE OF PIERCE ROAD, 22 FEET WEST OF THE
 ME0144'CENTER LINE OF BEECH ROAD, ABOUT 1 FOOT ABOVE THE INTERSECTION,
 ME0144'AND SET IN A DRILL HOLE.
 ME0144
 ME0144                          STATION RECOVERY (1958)
 ME0144
 ME0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 ME0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1319 ***********************************************************************
 MD1319  DESIGNATION -  Y 171
 MD1319  PID         -  MD1319
 MD1319  STATE/COUNTY-  IN/KOSCIUSKO
 MD1319  COUNTRY     -  US
 MD1319  USGS QUAD   -  ATWOOD (2019)
 MD1319
 MD1319                         *CURRENT SURVEY CONTROL
 MD1319  ______________________________________________________________________
 MD1319* NAD 83(1986) POSITION- 41 18 02.     (N) 085 59 57.     (W)   SCALED
 MD1319* NAVD 88 ORTHO HEIGHT -   244.002 (meters)      800.53  (feet) ADJUSTED
 MD1319  ______________________________________________________________________
 MD1319  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 MD1319  DYNAMIC HEIGHT  -        243.902 (meters)      800.20  (feet) COMP
 MD1319  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 MD1319
 MD1319  VERT ORDER      -  SECOND    CLASS 0
 MD1319
 MD1319.The horizontal coordinates were scaled from a map and have
 MD1319.an estimated accuracy of +/- 6 seconds.
 MD1319
 MD1319.The orthometric height was determined by differential leveling and
 MD1319.adjusted by the NATIONAL GEODETIC SURVEY
 MD1319.in June 1991.
 MD1319
 MD1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1319.GEOID18 height accuracy estimate available here.
 MD1319
 MD1319.Click photographs - Photos may exist for this station.
 MD1319
 MD1319.The dynamic height is computed by dividing the NAVD 88
 MD1319.geopotential number by the normal gravity value computed on the
 MD1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1319.degrees latitude (g = 980.6199 gals.).
 MD1319
 MD1319.The modeled gravity was interpolated from observed gravity values.
 MD1319
 MD1319;                    North         East    Units  Estimated Accuracy
 MD1319;SPC IN E     -   671,990.       72,150.      MT  (+/- 180 meters Scaled)
 MD1319
 MD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL837726(NAD 83)
 MD1319
 MD1319                          SUPERSEDED SURVEY CONTROL
 MD1319
 MD1319  NGVD 29 (??/??/92)  244.128  (m)          800.94   (f) ADJ UNCH    2 0
 MD1319
 MD1319.Superseded values are not recommended for survey control.
 MD1319
 MD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1319.See file dsdata.pdf to determine how the superseded data were derived.
 MD1319
 MD1319_MARKER: DB = BENCH MARK DISK
 MD1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1319_STAMPING: Y 171 1946
 MD1319_MARK LOGO: CGS
 MD1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1319+STABILITY: SURFACE MOTION
 MD1319
 MD1319  HISTORY     - Date     Condition        Report By
 MD1319  HISTORY     - 1946     MONUMENTED       CGS
 MD1319  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1319  HISTORY     - 19960530 MARK NOT FOUND   USPSQD
 MD1319
 MD1319                          STATION DESCRIPTION
 MD1319
 MD1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1319'3.5 MI NW FROM ATWOOD.
 MD1319'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MD1319'ATWOOD, THENCE ABOUT 2.4 MILES NORTH ALONG A COUNTY ROAD LEADING
 MD1319'TO EAST MILLWOOD SCHOOL, AT A FARM OWNED BY F.F. FRIBLEY, 99
 MD1319'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 21 FEET EAST
 MD1319'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER
 MD1319'LINE OF A DRIVE TO A BARN, 4.5 FEET NORTH OF A FENCE CORNER, 1
 MD1319'FOOT WEST OF THE FENCE, ABOUT 2 FEET BELOW THE ROAD, AND SET
 MD1319'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MD1319
 MD1319                          STATION RECOVERY (1989)
 MD1319
 MD1319'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 MD1319'MARK NOT FOUND.
 MD1319
 MD1319                          STATION RECOVERY (1996)
 MD1319
 MD1319'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1631 ***********************************************************************
 LA1631  DESIGNATION -  Y 172
 LA1631  PID         -  LA1631
 LA1631  STATE/COUNTY-  IN/WABASH
 LA1631  COUNTRY     -  US
 LA1631  USGS QUAD   -  WABASH (2019)
 LA1631
 LA1631                         *CURRENT SURVEY CONTROL
 LA1631  ______________________________________________________________________
 LA1631* NAD 83(1986) POSITION- 40 46 03.     (N) 085 49 04.     (W)   SCALED
 LA1631* NAVD 88 ORTHO HEIGHT -   238.891 (meters)      783.76  (feet) ADJUSTED
 LA1631  ______________________________________________________________________
 LA1631  GEOID HEIGHT    -        -34.265 (meters)                     GEOID18
 LA1631  DYNAMIC HEIGHT  -        238.776 (meters)      783.38  (feet) COMP
 LA1631  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 LA1631
 LA1631  VERT ORDER      -  FIRST     CLASS II
 LA1631
 LA1631.The horizontal coordinates were scaled from a map and have
 LA1631.an estimated accuracy of +/- 6 seconds.
 LA1631
 LA1631.The orthometric height was determined by differential leveling and
 LA1631.adjusted by the NATIONAL GEODETIC SURVEY
 LA1631.in June 1991.
 LA1631
 LA1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1631.GEOID18 height accuracy estimate available here.
 LA1631
 LA1631.Click photographs - Photos may exist for this station.
 LA1631
 LA1631.The dynamic height is computed by dividing the NAVD 88
 LA1631.geopotential number by the normal gravity value computed on the
 LA1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1631.degrees latitude (g = 980.6199 gals.).
 LA1631
 LA1631.The modeled gravity was interpolated from observed gravity values.
 LA1631
 LA1631;                    North         East    Units  Estimated Accuracy
 LA1631;SPC IN E     -   612,750.       87,240.      MT  (+/- 180 meters Scaled)
 LA1631
 LA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL997136(NAD 83)
 LA1631
 LA1631                          SUPERSEDED SURVEY CONTROL
 LA1631
 LA1631  NGVD 29 (??/??/92)  239.017  (m)          784.17   (f) ADJ UNCH    1 2
 LA1631
 LA1631.Superseded values are not recommended for survey control.
 LA1631
 LA1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1631.See file dsdata.pdf to determine how the superseded data were derived.
 LA1631
 LA1631_MARKER: DB = BENCH MARK DISK
 LA1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1631_STAMPING: Y 172 1946
 LA1631_MARK LOGO: CGS
 LA1631_PROJECTION: PROJECTING 15 CENTIMETERS
 LA1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1631+STABILITY: SURFACE MOTION
 LA1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1631+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2023
 LA1631
 LA1631  HISTORY     - Date     Condition        Report By
 LA1631  HISTORY     - 1946     MONUMENTED       CGS
 LA1631  HISTORY     - 20080402 GOOD             ACCU
 LA1631  HISTORY     - 20230116 GOOD             LFA
 LA1631
 LA1631                          STATION DESCRIPTION
 LA1631
 LA1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1631'2 MI S FROM WABASH.
 LA1631'ABOUT 2.05 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1631'THE STATION AT WABASH, SET IN THE SOUTHWEST QUARTER OF A GRAVEL
 LA1631'ROAD CROSSING, ABOUT 1 1/2 POLES NORTH OF POLE NO. 115/25, 38
 LA1631'FEET WEST OF THE WEST RAIL OF THE TRACK, 22 FEET SOUTH OF THE
 LA1631'CENTER LINE OF THE GRAVEL ROAD, 5 FEET SOUTH OF A TELEPHONE POLE,
 LA1631'2 FEET EAST OF THE FENCE LINE, ABOUT 1 FOOT BELOW THE TRACK,
 LA1631'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA1631
 LA1631                          STATION RECOVERY (2008)
 LA1631
 LA1631'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2008 (WJC)
 LA1631'RECOVERED IN GOOD CONDITION.
 LA1631
 LA1631                          STATION RECOVERY (2023)
 LA1631
 LA1631'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2023 (RWG)
 LA1631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1326 ***********************************************************************
 LA1326  DESIGNATION -  Y 174
 LA1326  PID         -  LA1326
 LA1326  STATE/COUNTY-  IN/GRANT
 LA1326  COUNTRY     -  US
 LA1326  USGS QUAD   -  FAIRMOUNT (2019)
 LA1326
 LA1326                         *CURRENT SURVEY CONTROL
 LA1326  ______________________________________________________________________
 LA1326* NAD 83(1986) POSITION- 40 29 49.     (N) 085 40 12.     (W)   SCALED
 LA1326* NAVD 88 ORTHO HEIGHT -   258.513 (meters)      848.14  (feet) ADJUSTED
 LA1326  ______________________________________________________________________
 LA1326  GEOID HEIGHT    -        -34.299 (meters)                     GEOID18
 LA1326  DYNAMIC HEIGHT  -        258.381 (meters)      847.71  (feet) COMP
 LA1326  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1326
 LA1326  VERT ORDER      -  FIRST     CLASS II
 LA1326
 LA1326.This mark is at Marion Airport (MZZ)
 LA1326
 LA1326.The horizontal coordinates were scaled from a map and have
 LA1326.an estimated accuracy of +/- 6 seconds.
 LA1326
 LA1326.The orthometric height was determined by differential leveling and
 LA1326.adjusted by the NATIONAL GEODETIC SURVEY
 LA1326.in June 1991.
 LA1326
 LA1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1326.GEOID18 height accuracy estimate available here.
 LA1326
 LA1326.Click photographs - Photos may exist for this station.
 LA1326
 LA1326.The dynamic height is computed by dividing the NAVD 88
 LA1326.geopotential number by the normal gravity value computed on the
 LA1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1326.degrees latitude (g = 980.6199 gals.).
 LA1326
 LA1326.The modeled gravity was interpolated from observed gravity values.
 LA1326
 LA1326;                    North         East    Units  Estimated Accuracy
 LA1326;SPC IN E     -   582,700.       99,720.      MT  (+/- 180 meters Scaled)
 LA1326
 LA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK127837(NAD 83)
 LA1326
 LA1326                          SUPERSEDED SURVEY CONTROL
 LA1326
 LA1326  NGVD 29 (??/??/92)  258.638  (m)          848.55   (f) ADJ UNCH    1 2
 LA1326
 LA1326.Superseded values are not recommended for survey control.
 LA1326
 LA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1326.See file dsdata.pdf to determine how the superseded data were derived.
 LA1326
 LA1326_MARKER: DB = BENCH MARK DISK
 LA1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1326_STAMPING: Y 174 1946
 LA1326_MARK LOGO: CGS
 LA1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1326+STABILITY: SURFACE MOTION
 LA1326
 LA1326  HISTORY     - Date     Condition        Report By
 LA1326  HISTORY     - 1946     MONUMENTED       CGS
 LA1326  HISTORY     - 1972     GOOD             NGS
 LA1326  HISTORY     - 1976     GOOD             NGS
 LA1326  HISTORY     - 20120620 MARK NOT FOUND   WOOLPT
 LA1326
 LA1326                          STATION DESCRIPTION
 LA1326
 LA1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LA1326'2.5 MI S FROM MARION.
 LA1326'FROM THE INTERSECTION OF SR 9 AND SR 37 ON THE SOUTH SIDE OF
 LA1326'MARION PROCEED 1.0 MI. SOUTH TO THE MARION MUNICIPAL AIRPORT.  THE
 LA1326'MARK IS LOCATED SOUTH OF THE OLD ABANDONED TERMINAL BUILDING AND
 LA1326'JUST NORTH OF THE SOUTHERLY OF TWO TIN HANGARS.  59.9 FEET WEST
 LA1326'OF THE CENTERLINE OF THE HIGHWAY, 101.5 FEET SOUTH OF THE SOUTHEAST
 LA1326'CORNER OF THE OLD TERMINAL BUILDING, 19.7 FEET SOUTHEAST OF THE
 LA1326'NORTHEAST CORNER OF THE SOUTH TIN HANGAR, 2.0 FEET NORTH OF A
 LA1326'FENCE CORNER AND 1.0 FEET EAST OF THE FENCE.  THE MARK PROJECTS
 LA1326'ABOUT 6 INCHES.
 LA1326
 LA1326                          STATION RECOVERY (1976)
 LA1326
 LA1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LA1326'RECOVERED IN GOOD CONDITION.
 LA1326
 LA1326                          STATION RECOVERY (2012)
 LA1326
 LA1326'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 LA1326'BUILDING REFERENCE TIES NO LONGER REMAIN.  THE DEMOLITION OF THE
 LA1326'BUILDINGS LIKELY CONTRIBUTED TO LOSING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0274 ***********************************************************************
 LB0274  FBN         -  This is a Federal Base Network Control Station.
 LB0274  DESIGNATION -  Y 175 RESET
 LB0274  PID         -  LB0274
 LB0274  STATE/COUNTY-  IN/MIAMI
 LB0274  COUNTRY     -  US
 LB0274  USGS QUAD   -  ONWARD (2019)
 LB0274
 LB0274                         *CURRENT SURVEY CONTROL
 LB0274  ______________________________________________________________________
 LB0274* NAD 83(2011) POSITION- 40 40 03.75317(N) 086 07 43.33134(W)   ADJUSTED
 LB0274* NAD 83(2011) ELLIP HT-   207.049 (meters)        (06/27/12)   ADJUSTED
 LB0274* NAD 83(2011) EPOCH   -  2010.00
 LB0274* NAVD 88 ORTHO HEIGHT -   241.34  (meters)      791.8   (feet) RESET
 LB0274  ______________________________________________________________________
 LB0274  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 LB0274  NAD 83(2011) X  -    327,104.151 (meters)                     COMP
 LB0274  NAD 83(2011) Y  - -4,833,821.577 (meters)                     COMP
 LB0274  NAD 83(2011) Z  -  4,134,638.452 (meters)                     COMP
 LB0274  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 LB0274  VERT ORDER      -  THIRD
 LB0274
 LB0274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB0274  Standards:
 LB0274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB0274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB0274  -------------------------------------------------------------------
 LB0274  NETWORK    0.50   0.98           0.23   0.17   0.50     -0.03025091
 LB0274  -------------------------------------------------------------------
 LB0274  Click here for local accuracies and other accuracy information.
 LB0274
 LB0274.The horizontal coordinates were established by GPS observations
 LB0274.and adjusted by the National Geodetic Survey in June 2012.
 LB0274
 LB0274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB0274.been affixed to the stable North American tectonic plate. See 
 LB0274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB0274
 LB0274.The horizontal coordinates are valid at the epoch date displayed above
 LB0274.which is a decimal equivalence of Year/Month/Day.
 LB0274
 LB0274.The orthometric height was computed from unverified reset data.
 LB0274
 LB0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0274.GEOID18 height accuracy estimate available here.
 LB0274
 LB0274.Click photographs - Photos may exist for this station.
 LB0274
 LB0274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0274
 LB0274.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB0274
 LB0274.The ellipsoidal height was determined by GPS observations
 LB0274.and is referenced to NAD 83.
 LB0274
 LB0274. The following values were computed from the NAD 83(2011) position.
 LB0274
 LB0274;                    North         East     Units Scale Factor Converg.
 LB0274;SPC IN E     -   601,760.954    60,933.139   MT  0.99998545   -0 18 04.0
 LB0274;SPC IN E     - 1,974,277.40    199,911.47   sFT  0.99998545   -0 18 04.0
 LB0274;UTM  16      - 4,502,235.621   573,644.607   MT  0.99966676   +0 34 04.2
 LB0274
 LB0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0274!SPC IN E     -   0.99996752  x   0.99998545  =   0.99995297
 LB0274!UTM  16      -   0.99996752  x   0.99966676  =   0.99963429
 LB0274
 LB0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7364402235(NAD 83)
 LB0274
 LB0274                          SUPERSEDED SURVEY CONTROL
 LB0274
 LB0274  NAD 83(2007)-  40 40 03.75326(N)    086 07 43.33225(W) AD(2002.00) 0
 LB0274  ELLIP H (02/10/07)  207.067  (m)                       GP(2002.00)    
 LB0274  NAD 83(1997)-  40 40 03.75312(N)    086 07 43.33179(W) AD(       ) B
 LB0274  ELLIP H (04/10/98)  207.110  (m)                       GP(       ) 4 1
 LB0274  NAVD 88             241.34   (m)          791.8    (f) LEVELING    3  
 LB0274  NAVD 88 (04/10/98)  241.4    (m)  GEOID96  model used  GPS OBS        
 LB0274
 LB0274.Superseded values are not recommended for survey control.
 LB0274
 LB0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0274.See file dsdata.pdf to determine how the superseded data were derived.
 LB0274
 LB0274_MARKER: DB = BENCH MARK DISK
 LB0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0274_STAMPING: Y 175 RESET 1968
 LB0274_MARK LOGO: CGS
 LB0274_PROJECTION: FLUSH
 LB0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0274+STABILITY: SURFACE MOTION
 LB0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0274+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 LB0274
 LB0274  HISTORY     - Date     Condition        Report By
 LB0274  HISTORY     - 1968     MONUMENTED       CGS
 LB0274  HISTORY     - 19970808 GOOD             SEC
 LB0274  HISTORY     - 20030616 GOOD             INDOT
 LB0274  HISTORY     - 20060720 GOOD             BFSINC
 LB0274  HISTORY     - 20110706 GOOD             INDIV
 LB0274
 LB0274                          STATION DESCRIPTION
 LB0274
 LB0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB0274'2.8 MI S FROM NEAD.
 LB0274'2.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE SCHOOL AND CROSSROAD
 LB0274'AT NEAD AT THE ENTRANCE TO THE GRISSOM AIR FORCE BASE, 124
 LB0274'FEET WEST OF THE CENTERLINE OF HIGHWAY 31, 102 FEET NORTH OF THE
 LB0274'NORTH ENTRANCE TO THE BASE, 1 FOOT SOUTH OF A METAL WITNESS POST
 LB0274'AND AT INDIANA STATE HIGHWAY COMMISSION STATION 381 + 10.  THE
 LB0274'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LB0274'WITH THE GROUND.
 LB0274
 LB0274                          STATION RECOVERY (1997)
 LB0274
 LB0274'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB0274'THE STATION IS LOCATED 10.8 MILES (17.4 KM) NORTH OF THE NORTH CITY
 LB0274'LIMIT SIGN OF KOKOMO.  TO REACH THE STATION FROM THE SOUTH, GO NORTH
 LB0274'ON U.S. HIGHWAY 31 FOR 0.5 MILES (0.8 KM) FROM I-218 (EAST OF HIGHWAY
 LB0274'31).  FROM THE NORTH, GO SOUTH ON HIGHWAY 31 0.7 MILES (1.1 KM) FROM
 LB0274'I-218 (WEST OF U.S. 31) TO THE ENTRANCE OF GRISSOM AIR MUSEUM, NORTH
 LB0274'OF ENTRANCE.  LOCATED AT AZIMUTH 152 DEGREES AND 20.85 METERS (68.41
 LB0274'FT) TO A TRAFFIC SIGNAL GUY POLE, AZIMUTH 212 DEGREES AND 20.67 METERS
 LB0274'(67.81 FT) TO THE NORTHEAST CORNER OF A CONCRETE LIGHT BASE, AZIMUTH
 LB0274'292 DEGREES AND 6.48 METERS (21.26 FT) TO A TREE, AZIMUTH 73 DEGREES
 LB0274'AND 4.64 METERS (15.22 FT) TO AN ELECTRIC RISOR POLE.
 LB0274
 LB0274                          STATION RECOVERY (2003)
 LB0274
 LB0274'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (KRB)
 LB0274'THE STATION IS LOCATED ABOUT 2.8 MI SOUTH OF NEAD, AT THE NORTHWEST
 LB0274'CORNER OF THE  ENTRANCE TO THE GRISSOM AIR BASE MUSEUM.
 LB0274'
 LB0274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 LB0274'ROAD 18, ABOUT 7 MI  NORTH OF KOKOMO, GO NORTH FOR 5.65 MI ON HIGHWAY
 LB0274'31 TO THE STATION ON LEFT.
 LB0274'
 LB0274'LOCATED 124 FT WEST OF THE CENTERLINE OF HIGHWAY 31, 21.0 FT
 LB0274'EAST-SOUTHEAST OF A TREE  AND 1.8 FT SOUTH OF A METAL WITNESS POST.
 LB0274
 LB0274                          STATION RECOVERY (2006)
 LB0274
 LB0274'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB0274'RECOVERED IN GOOD CONDITION.
 LB0274
 LB0274                          STATION RECOVERY (2011)
 LB0274
 LB0274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 LB0274'RECOVERED FOR 2011 INDIANA ORTHO AND LIDAR PROGRAM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0422 ***********************************************************************
 ME0422  DESIGNATION -  Y 176
 ME0422  PID         -  ME0422
 ME0422  STATE/COUNTY-  IN/MARSHALL
 ME0422  COUNTRY     -  US
 ME0422  USGS QUAD   -  BOURBON (2019)
 ME0422
 ME0422                         *CURRENT SURVEY CONTROL
 ME0422  ______________________________________________________________________
 ME0422* NAD 83(1986) POSITION- 41 16 36.     (N) 086 06 57.     (W)   SCALED
 ME0422* NAVD 88 ORTHO HEIGHT -   249.364 (meters)      818.12  (feet) ADJUSTED
 ME0422  ______________________________________________________________________
 ME0422  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME0422  DYNAMIC HEIGHT  -        249.260 (meters)      817.78  (feet) COMP
 ME0422  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 ME0422
 ME0422  VERT ORDER      -  SECOND    CLASS 0
 ME0422
 ME0422.The horizontal coordinates were scaled from a map and have
 ME0422.an estimated accuracy of +/- 6 seconds.
 ME0422
 ME0422.The orthometric height was determined by differential leveling and
 ME0422.adjusted by the NATIONAL GEODETIC SURVEY
 ME0422.in June 1991.
 ME0422
 ME0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0422.GEOID18 height accuracy estimate available here.
 ME0422
 ME0422.Click photographs - Photos may exist for this station.
 ME0422
 ME0422.The dynamic height is computed by dividing the NAVD 88
 ME0422.geopotential number by the normal gravity value computed on the
 ME0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0422.degrees latitude (g = 980.6199 gals.).
 ME0422
 ME0422.The modeled gravity was interpolated from observed gravity values.
 ME0422
 ME0422;                    North         East    Units  Estimated Accuracy
 ME0422;SPC IN E     -   669,380.       62,370.      MT  (+/- 180 meters Scaled)
 ME0422
 ME0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL740698(NAD 83)
 ME0422
 ME0422                          SUPERSEDED SURVEY CONTROL
 ME0422
 ME0422  NGVD 29 (??/??/92)  249.488  (m)          818.53   (f) ADJ UNCH    2 0
 ME0422
 ME0422.Superseded values are not recommended for survey control.
 ME0422
 ME0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0422.See file dsdata.pdf to determine how the superseded data were derived.
 ME0422
 ME0422_MARKER: DB = BENCH MARK DISK
 ME0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0422_STAMPING: Y 176 1946
 ME0422_MARK LOGO: CGS
 ME0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0422+STABILITY: SURFACE MOTION
 ME0422
 ME0422  HISTORY     - Date     Condition        Report By
 ME0422  HISTORY     - 1946     MONUMENTED       CGS
 ME0422  HISTORY     - 1988     POOR             USPSQD
 ME0422  HISTORY     - 19881113 MARK NOT FOUND   USPSQD
 ME0422  HISTORY     - 19940719 POOR             USPSQD
 ME0422
 ME0422                          STATION DESCRIPTION
 ME0422
 ME0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0422'1.2 MI S FROM BOURBON.
 ME0422'ABOUT 1.2 MILE SOUTH ALONG STATE HIGHWAY 331 FROM THE PENNSYLVANIA
 ME0422'RAILROAD STATION AT BOURBON, ABOUT 50 YARDS EAST AND ACROSS THE
 ME0422'HIGHWAY FROM A LARGE RED BARN, 200 FEET NORTHEAST AND ACROSS
 ME0422'THE HIGHWAY FROM THE NORTHEAST CORNER OF A WHITE FARM HOUSE, 227
 ME0422'FEET NORTH OF A 10-INCH CONCRETE CORNER FENCE POST, 133.5 FEET
 ME0422'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 61 FEET EAST AND ACROSS
 ME0422'THE HIGHWAY FROM A 24-INCH TREE, 32 FEET EAST OF THE CENTER LINE
 ME0422'OF THE HIGHWAY, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 0.5
 ME0422'FOOT LOWER THAN HIGHWAY LEVEL AND SET IN THE TOP OF A
 ME0422'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME0422
 ME0422                          STATION RECOVERY (1988)
 ME0422
 ME0422'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0422'MARK RECOVERED IN POOR CONDITION.
 ME0422
 ME0422                          STATION RECOVERY (1988)
 ME0422
 ME0422'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 ME0422'MARK NOT FOUND.
 ME0422
 ME0422                          STATION RECOVERY (1994)
 ME0422
 ME0422'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0422'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1288 ***********************************************************************
 MD1288  DESIGNATION -  Y 177
 MD1288  PID         -  MD1288
 MD1288  STATE/COUNTY-  IN/WABASH
 MD1288  COUNTRY     -  US
 MD1288  USGS QUAD   -  SILVER LAKE (2019)
 MD1288
 MD1288                         *CURRENT SURVEY CONTROL
 MD1288  ______________________________________________________________________
 MD1288* NAD 83(1986) POSITION- 41 02 33.     (N) 085 53 28.     (W)   SCALED
 MD1288* NAVD 88 ORTHO HEIGHT -   265.490 (meters)      871.03  (feet) ADJUSTED
 MD1288  ______________________________________________________________________
 MD1288  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 MD1288  DYNAMIC HEIGHT  -        265.371 (meters)      870.64  (feet) COMP
 MD1288  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 MD1288
 MD1288  VERT ORDER      -  SECOND    CLASS 0
 MD1288
 MD1288.The horizontal coordinates were scaled from a map and have
 MD1288.an estimated accuracy of +/- 6 seconds.
 MD1288
 MD1288.The orthometric height was determined by differential leveling and
 MD1288.adjusted by the NATIONAL GEODETIC SURVEY
 MD1288.in June 1991.
 MD1288
 MD1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1288.GEOID18 height accuracy estimate available here.
 MD1288
 MD1288.Click photographs - Photos may exist for this station.
 MD1288
 MD1288.The dynamic height is computed by dividing the NAVD 88
 MD1288.geopotential number by the normal gravity value computed on the
 MD1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1288.degrees latitude (g = 980.6199 gals.).
 MD1288
 MD1288.The modeled gravity was interpolated from observed gravity values.
 MD1288
 MD1288;                    North         East    Units  Estimated Accuracy
 MD1288;SPC IN E     -   643,300.       81,130.      MT  (+/- 180 meters Scaled)
 MD1288
 MD1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932440(NAD 83)
 MD1288
 MD1288                          SUPERSEDED SURVEY CONTROL
 MD1288
 MD1288  NGVD 29 (??/??/92)  265.616  (m)          871.44   (f) ADJ UNCH    2 0
 MD1288
 MD1288.Superseded values are not recommended for survey control.
 MD1288
 MD1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1288.See file dsdata.pdf to determine how the superseded data were derived.
 MD1288
 MD1288_MARKER: DB = BENCH MARK DISK
 MD1288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1288_SP_SET: CULVERT HEADWALL
 MD1288_STAMPING: Y 177 1946
 MD1288_MARK LOGO: CGS
 MD1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1288+STABILITY: SURFACE MOTION
 MD1288
 MD1288  HISTORY     - Date     Condition        Report By
 MD1288  HISTORY     - 1946     MONUMENTED       CGS
 MD1288  HISTORY     - 1974     GOOD             INDNR
 MD1288
 MD1288                          STATION DESCRIPTION
 MD1288
 MD1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1288'2 MI S FROM SILVER LAKE.
 MD1288'2.0 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 MD1288'SILVER LAKE, AT THE KOSCIUSKO-WABASH COUNTY LINE, IN THE
 MD1288'SOUTHEAST QUARTER OF THE COUNTY-LINE ROAD INTERSECTION, SET IN
 MD1288'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN
 MD1288'18-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 84 FEET SOUTH
 MD1288'OF THE CENTER LINE OF THE COUNTY-LINE ROAD, 21 FEET EAST OF THE
 MD1288'CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE COUNTY LINE SIGN
 MD1288'POST, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT
 MD1288'1 FOOT BELOW HIGHWAY LEVEL.
 MD1288
 MD1288                          STATION RECOVERY (1974)
 MD1288
 MD1288'RECOVERY NOTE BY IN DEPT OF NAT RES 1974
 MD1288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0197 ***********************************************************************
 LB0197  DESIGNATION -  Y 180
 LB0197  PID         -  LB0197
 LB0197  STATE/COUNTY-  IN/FULTON
 LB0197  COUNTRY     -  US
 LB0197  USGS QUAD   -  MACY (2019)
 LB0197
 LB0197                         *CURRENT SURVEY CONTROL
 LB0197  ______________________________________________________________________
 LB0197* NAD 83(1986) POSITION- 40 56 44.     (N) 086 12 29.     (W)   SCALED
 LB0197* NAVD 88 ORTHO HEIGHT -   245.636 (meters)      805.89  (feet) ADJUSTED
 LB0197  ______________________________________________________________________
 LB0197  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 LB0197  DYNAMIC HEIGHT  -        245.526 (meters)      805.53  (feet) COMP
 LB0197  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 LB0197
 LB0197  VERT ORDER      -  SECOND    CLASS 0
 LB0197
 LB0197.The horizontal coordinates were scaled from a map and have
 LB0197.an estimated accuracy of +/- 6 seconds.
 LB0197
 LB0197.The orthometric height was determined by differential leveling and
 LB0197.adjusted by the NATIONAL GEODETIC SURVEY
 LB0197.in June 1991.
 LB0197
 LB0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0197.GEOID18 height accuracy estimate available here.
 LB0197
 LB0197.Click photographs - Photos may exist for this station.
 LB0197
 LB0197.The dynamic height is computed by dividing the NAVD 88
 LB0197.geopotential number by the normal gravity value computed on the
 LB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0197.degrees latitude (g = 980.6199 gals.).
 LB0197
 LB0197.The modeled gravity was interpolated from observed gravity values.
 LB0197
 LB0197;                    North         East    Units  Estimated Accuracy
 LB0197;SPC IN E     -   632,650.       54,410.      MT  (+/- 180 meters Scaled)
 LB0197
 LB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL666330(NAD 83)
 LB0197
 LB0197                          SUPERSEDED SURVEY CONTROL
 LB0197
 LB0197  NGVD 29 (??/??/92)  245.756  (m)          806.28   (f) ADJ UNCH    2 0
 LB0197
 LB0197.Superseded values are not recommended for survey control.
 LB0197
 LB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0197.See file dsdata.pdf to determine how the superseded data were derived.
 LB0197
 LB0197_MARKER: DB = BENCH MARK DISK
 LB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0197_STAMPING: Y 180 1946
 LB0197_MARK LOGO: CGS
 LB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0197+STABILITY: SURFACE MOTION
 LB0197
 LB0197  HISTORY     - Date     Condition        Report By
 LB0197  HISTORY     - 1946     MONUMENTED       CGS
 LB0197  HISTORY     - 1989     GOOD             USPSQD
 LB0197
 LB0197                          STATION DESCRIPTION
 LB0197
 LB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0197'5.6 MI SW FROM MACY.
 LB0197'ABOUT 4.0 MILES WEST ALONG A ROAD LEADING PAST THE NYONA LAKE,
 LB0197'THENCE ABOUT 0.65 MILE SOUTH, THENCE ABOUT 0.45 MILE WEST, THENCE
 LB0197'ABOUT 0.5 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.25 MILE NORTH OF
 LB0197'A TWO STORY STUCCO HOUSE WHICH IS AT A RIGHT ANGLE TURN IN THE
 LB0197'ROAD WITH TANGENTS EXTENDING WEST AND NORTH, SET AT THE JUNCTION
 LB0197'OF A GRAVEL ROAD LEADING EAST, 76 FEET SOUTHEAST AND ACROSS THE
 LB0197'NORTH-SOUTH ROAD FROM A 12 INCH CONCRETE FENCE CORNER POST, 58 FEET
 LB0197'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET SOUTH
 LB0197'OF THE CENTER LINE OF THE ROAD EAST, 1.5 FEET SOUTH OF A VERTICAL
 LB0197'RAILROAD FENCE CORNER POST, ABOUT LEVEL WITH THE JUNCTION, AND
 LB0197'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE--
 LB0197'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT FULTON, FULTON
 LB0197'COUNTY BY GOING ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 25,
 LB0197'THENCE 3.3 MILE EAST ALONG A GRAVEL ROAD LEADING TO NYONA LAKE.
 LB0197
 LB0197                          STATION RECOVERY (1989)
 LB0197
 LB0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0181 ***********************************************************************
 LB0181  DESIGNATION -  Y 181
 LB0181  PID         -  LB0181
 LB0181  STATE/COUNTY-  IN/CASS
 LB0181  COUNTRY     -  US
 LB0181  USGS QUAD   -  TWELVE MILE (2019)
 LB0181
 LB0181                         *CURRENT SURVEY CONTROL
 LB0181  ______________________________________________________________________
 LB0181* NAD 83(1986) POSITION- 40 49 49.     (N) 086 12 19.     (W)   SCALED
 LB0181* NAVD 88 ORTHO HEIGHT -   235.513 (meters)      772.68  (feet) ADJUSTED
 LB0181  ______________________________________________________________________
 LB0181  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 LB0181  DYNAMIC HEIGHT  -        235.403 (meters)      772.32  (feet) COMP
 LB0181  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 LB0181
 LB0181  VERT ORDER      -  SECOND    CLASS 0
 LB0181
 LB0181.The horizontal coordinates were scaled from a map and have
 LB0181.an estimated accuracy of +/- 6 seconds.
 LB0181
 LB0181.The orthometric height was determined by differential leveling and
 LB0181.adjusted by the NATIONAL GEODETIC SURVEY
 LB0181.in June 1991.
 LB0181
 LB0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0181.GEOID18 height accuracy estimate available here.
 LB0181
 LB0181.Click photographs - Photos may exist for this station.
 LB0181
 LB0181.The dynamic height is computed by dividing the NAVD 88
 LB0181.geopotential number by the normal gravity value computed on the
 LB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0181.degrees latitude (g = 980.6199 gals.).
 LB0181
 LB0181.The modeled gravity was interpolated from observed gravity values.
 LB0181
 LB0181;                    North         East    Units  Estimated Accuracy
 LB0181;SPC IN E     -   619,850.       54,570.      MT  (+/- 180 meters Scaled)
 LB0181
 LB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL670202(NAD 83)
 LB0181
 LB0181                          SUPERSEDED SURVEY CONTROL
 LB0181
 LB0181  NGVD 29 (??/??/92)  235.632  (m)          773.07   (f) ADJ UNCH    2 0
 LB0181
 LB0181.Superseded values are not recommended for survey control.
 LB0181
 LB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0181.See file dsdata.pdf to determine how the superseded data were derived.
 LB0181
 LB0181_MARKER: DB = BENCH MARK DISK
 LB0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0181_SP_SET: BARN FOUNDATION
 LB0181_STAMPING: Y 181 1946
 LB0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0181
 LB0181  HISTORY     - Date     Condition        Report By
 LB0181  HISTORY     - 1946     MONUMENTED       CGS
 LB0181  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0181
 LB0181                          STATION DESCRIPTION
 LB0181
 LB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0181'1.9 MI NW FROM HOOVERS.
 LB0181'ABOUT 1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE M.E. CHURCH AT
 LB0181'HOOVERS, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD, AT THE
 LB0181'JUNCTION OF A GRAVEL ROAD LEADING NORTH, SET VERTICALLY IN THE
 LB0181'NORTH FACE OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 LB0181'LARGE RED BARN ON THE SOUTH SIDE OF THE ROAD, 2.2 FEET WEST OF
 LB0181'THE NORTHEAST CORNER AND 2.3 FEET ABOVE THE GROUND.
 LB0181
 LB0181                          STATION RECOVERY (1989)
 LB0181
 LB0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0325 ***********************************************************************
 ME0325  DESIGNATION -  Y 182
 ME0325  PID         -  ME0325
 ME0325  STATE/COUNTY-  IN/FULTON
 ME0325  COUNTRY     -  US
 ME0325  USGS QUAD   -  KEWANNA (2019)
 ME0325
 ME0325                         *CURRENT SURVEY CONTROL
 ME0325  ______________________________________________________________________
 ME0325* NAD 83(1986) POSITION- 41 05 42.     (N) 086 24 52.     (W)   SCALED
 ME0325* NAVD 88 ORTHO HEIGHT -   233.151 (meters)      764.93  (feet) ADJUSTED
 ME0325  ______________________________________________________________________
 ME0325  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 ME0325  DYNAMIC HEIGHT  -        233.055 (meters)      764.61  (feet) COMP
 ME0325  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 ME0325
 ME0325  VERT ORDER      -  SECOND    CLASS 0
 ME0325
 ME0325.The horizontal coordinates were scaled from a map and have
 ME0325.an estimated accuracy of +/- 6 seconds.
 ME0325
 ME0325.The orthometric height was determined by differential leveling and
 ME0325.adjusted by the NATIONAL GEODETIC SURVEY
 ME0325.in June 1991.
 ME0325
 ME0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0325.GEOID18 height accuracy estimate available here.
 ME0325
 ME0325.Click photographs - Photos may exist for this station.
 ME0325
 ME0325.The dynamic height is computed by dividing the NAVD 88
 ME0325.geopotential number by the normal gravity value computed on the
 ME0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0325.degrees latitude (g = 980.6199 gals.).
 ME0325
 ME0325.The modeled gravity was interpolated from observed gravity values.
 ME0325
 ME0325;                    North         East    Units  Estimated Accuracy
 ME0325;SPC IN E     -   649,380.       37,180.      MT  (+/- 180 meters Scaled)
 ME0325
 ME0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491494(NAD 83)
 ME0325
 ME0325                          SUPERSEDED SURVEY CONTROL
 ME0325
 ME0325  NGVD 29 (??/??/92)  233.278  (m)          765.35   (f) ADJ UNCH    2 0
 ME0325
 ME0325.Superseded values are not recommended for survey control.
 ME0325
 ME0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0325.See file dsdata.pdf to determine how the superseded data were derived.
 ME0325
 ME0325_MARKER: DB = BENCH MARK DISK
 ME0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0325_STAMPING: Y 182 1946
 ME0325_MARK LOGO: CGS
 ME0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0325+STABILITY: SURFACE MOTION
 ME0325
 ME0325  HISTORY     - Date     Condition        Report By
 ME0325  HISTORY     - 1946     MONUMENTED       CGS
 ME0325  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0325
 ME0325                          STATION DESCRIPTION
 ME0325
 ME0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0325'5.3 MI N FROM KEWANNA.
 ME0325'ABOUT 5.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0325'STATION AT KEWANNA, ABOUT 1.8 MILES NORTH OF THE ROAD CROSSING AT
 ME0325'BRUCE LAKE STATION, ABOUT 0.2 MILE NORTH OF MILE POST 140, SET
 ME0325'IN THE NORTHEAST QUARTER OF A DIRT ROAD CROSSING 27.5 FEET EAST
 ME0325'OF THE EAST RAIL, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME0325'20 FEET WEST OF A FENCE CORNER POST, 11 FEET NORTHEAST OF A
 ME0325'CROSSING WARNING SIGN, ABOUT 1 FOOT ABOVE THE CROSSING, AND SET
 ME0325'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0325
 ME0325                          STATION RECOVERY (1992)
 ME0325
 ME0325'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1700 ***********************************************************************
 LA1700  DESIGNATION -  Y 183
 LA1700  PID         -  LA1700
 LA1700  STATE/COUNTY-  IN/WABASH
 LA1700  COUNTRY     -  US
 LA1700  USGS QUAD   -  ROANN (2019)
 LA1700
 LA1700                         *CURRENT SURVEY CONTROL
 LA1700  ______________________________________________________________________
 LA1700* NAD 83(1986) POSITION- 40 52 57.     (N) 085 55 27.     (W)   SCALED
 LA1700* NAVD 88 ORTHO HEIGHT -   230.417 (meters)      755.96  (feet) ADJUSTED
 LA1700  ______________________________________________________________________
 LA1700  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 LA1700  DYNAMIC HEIGHT  -        230.309 (meters)      755.61  (feet) COMP
 LA1700  MODELED GRAVITY -    980,151.1   (mgal)                       NAVD 88
 LA1700
 LA1700  VERT ORDER      -  SECOND    CLASS 0
 LA1700
 LA1700.The horizontal coordinates were scaled from a map and have
 LA1700.an estimated accuracy of +/- 6 seconds.
 LA1700
 LA1700.The orthometric height was determined by differential leveling and
 LA1700.adjusted by the NATIONAL GEODETIC SURVEY
 LA1700.in June 1991.
 LA1700
 LA1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1700.GEOID18 height accuracy estimate available here.
 LA1700
 LA1700.Click photographs - Photos may exist for this station.
 LA1700
 LA1700.The dynamic height is computed by dividing the NAVD 88
 LA1700.geopotential number by the normal gravity value computed on the
 LA1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1700.degrees latitude (g = 980.6199 gals.).
 LA1700
 LA1700.The modeled gravity was interpolated from observed gravity values.
 LA1700
 LA1700;                    North         East    Units  Estimated Accuracy
 LA1700;SPC IN E     -   625,540.       78,300.      MT  (+/- 180 meters Scaled)
 LA1700
 LA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL906262(NAD 83)
 LA1700
 LA1700                          SUPERSEDED SURVEY CONTROL
 LA1700
 LA1700  NGVD 29 (??/??/92)  230.540  (m)          756.36   (f) ADJ UNCH    2 0
 LA1700
 LA1700.Superseded values are not recommended for survey control.
 LA1700
 LA1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1700.See file dsdata.pdf to determine how the superseded data were derived.
 LA1700
 LA1700_MARKER: DB = BENCH MARK DISK
 LA1700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1700_SP_SET: BRIDGE
 LA1700_STAMPING: Y 183 1946
 LA1700_MARK LOGO: CGS
 LA1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1700
 LA1700  HISTORY     - Date     Condition        Report By
 LA1700  HISTORY     - 1946     MONUMENTED       CGS
 LA1700
 LA1700                          STATION DESCRIPTION
 LA1700
 LA1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1700'2.2 MI S FROM ROANN.
 LA1700'ABOUT 2.2 MILES SOUTH ALONG THE RICHVALLEY ROAD FROM ITS JUNCTION
 LA1700'WITH STATE HIGHWAY 16 AT ROANN, ABOUT 210 FEET NORTH OF THE
 LA1700'INTERSECTION OF AN EAST-WEST GRAVEL ROAD, SET IN THE TOP OF THE
 LA1700'SOUTH END OF THE EAST CONCRETE BRIDGE RAILING OF A 19 FOOT
 LA1700'CONCRETE BRIDGE OVER A CREEK, 14 FEET EAST OF THE CENTER LINE
 LA1700'OF THE ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE RAILING, AND
 LA1700'2 FEET ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0264 ***********************************************************************
 ME0264  DESIGNATION -  Y 184
 ME0264  PID         -  ME0264
 ME0264  STATE/COUNTY-  IN/MARSHALL
 ME0264  COUNTRY     -  US
 ME0264  USGS QUAD   -  PLYMOUTH (2019)
 ME0264
 ME0264                         *CURRENT SURVEY CONTROL
 ME0264  ______________________________________________________________________
 ME0264* NAD 83(1986) POSITION- 41 20 01.     (N) 086 16 48.     (W)   SCALED
 ME0264* NAVD 88 ORTHO HEIGHT -   250.847 (meters)      822.99  (feet) ADJUSTED
 ME0264  ______________________________________________________________________
 ME0264  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 ME0264  DYNAMIC HEIGHT  -        250.742 (meters)      822.64  (feet) COMP
 ME0264  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 ME0264
 ME0264  VERT ORDER      -  FIRST     CLASS I
 ME0264
 ME0264.The horizontal coordinates were scaled from a map and have
 ME0264.an estimated accuracy of +/- 6 seconds.
 ME0264
 ME0264.The orthometric height was determined by differential leveling and
 ME0264.adjusted by the NATIONAL GEODETIC SURVEY
 ME0264.in June 1991.
 ME0264
 ME0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0264.GEOID18 height accuracy estimate available here.
 ME0264
 ME0264.Click photographs - Photos may exist for this station.
 ME0264
 ME0264.The dynamic height is computed by dividing the NAVD 88
 ME0264.geopotential number by the normal gravity value computed on the
 ME0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0264.degrees latitude (g = 980.6199 gals.).
 ME0264
 ME0264.The modeled gravity was interpolated from observed gravity values.
 ME0264
 ME0264;                    North         East    Units  Estimated Accuracy
 ME0264;SPC IN E     -   675,790.       48,660.      MT  (+/- 180 meters Scaled)
 ME0264
 ME0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL602760(NAD 83)
 ME0264
 ME0264                          SUPERSEDED SURVEY CONTROL
 ME0264
 ME0264  NGVD 29 (??/??/92)  250.969  (m)          823.39   (f) ADJ UNCH    1 1
 ME0264
 ME0264.Superseded values are not recommended for survey control.
 ME0264
 ME0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0264.See file dsdata.pdf to determine how the superseded data were derived.
 ME0264
 ME0264_MARKER: DB = BENCH MARK DISK
 ME0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0264_SP_SET: CULVERT HEADWALL
 ME0264_STAMPING: Y 184 1946
 ME0264_MARK LOGO: CGS
 ME0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0264+STABILITY: SURFACE MOTION
 ME0264
 ME0264  HISTORY     - Date     Condition        Report By
 ME0264  HISTORY     - 1946     MONUMENTED       CGS
 ME0264  HISTORY     - 1968     GOOD             CGS
 ME0264  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0264  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0264
 ME0264                          STATION DESCRIPTION
 ME0264
 ME0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0264'1.8 MI E FROM PLYMOUTH.
 ME0264'ABOUT 1.8 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0264'STATION AT PLYMOUTH, ABOUT 12 RAILS WEST OF MILEPOST 382, AT THE
 ME0264'JUNCTION OF BUSINESS HIGHWAY (US) 30 AND WEST 10 TH ROAD, SET ON
 ME0264'THE TOP OF THE NORTHEAST END OF AN L SHAPED CONCRETE HEAD WALL
 ME0264'FOR AN 18-INCH PIPE CULVERT UNDER THE ROAD, 50.4 FEET NORTH OF
 ME0264'THE NORTH RAIL OF THE WESTBOUND TRACK, 25 FEET SOUTH OF THE
 ME0264'CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF THE CENTER LINE OF
 ME0264'THE ROAD, ABOUT LEVEL WITH THE TRACK, 1/2 FOOT UNDERGROUND AND
 ME0264'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 3, T 33 N, R 2 E.
 ME0264
 ME0264                          STATION RECOVERY (1990)
 ME0264
 ME0264'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0264'MARK NOT FOUND.
 ME0264
 ME0264                          STATION RECOVERY (1992)
 ME0264
 ME0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1448 ***********************************************************************
 LA1448  DESIGNATION -  Y 185
 LA1448  PID         -  LA1448
 LA1448  STATE/COUNTY-  IN/MADISON
 LA1448  COUNTRY     -  US
 LA1448  USGS QUAD   -  ALEXANDRIA (2019)
 LA1448
 LA1448                         *CURRENT SURVEY CONTROL
 LA1448  ______________________________________________________________________
 LA1448* NAD 83(1986) POSITION- 40 16 39.     (N) 085 43 40.     (W)   SCALED
 LA1448* NAVD 88 ORTHO HEIGHT -   265.847 (meters)      872.20  (feet) ADJUSTED
 LA1448  ______________________________________________________________________
 LA1448  GEOID HEIGHT    -        -34.159 (meters)                     GEOID18
 LA1448  DYNAMIC HEIGHT  -        265.708 (meters)      871.74  (feet) COMP
 LA1448  MODELED GRAVITY -    980,093.3   (mgal)                       NAVD 88
 LA1448
 LA1448  VERT ORDER      -  SECOND    CLASS 0
 LA1448
 LA1448.The horizontal coordinates were scaled from a map and have
 LA1448.an estimated accuracy of +/- 6 seconds.
 LA1448
 LA1448.The orthometric height was determined by differential leveling and
 LA1448.adjusted by the NATIONAL GEODETIC SURVEY
 LA1448.in June 1991.
 LA1448
 LA1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1448.GEOID18 height accuracy estimate available here.
 LA1448
 LA1448.Click photographs - Photos may exist for this station.
 LA1448
 LA1448.The dynamic height is computed by dividing the NAVD 88
 LA1448.geopotential number by the normal gravity value computed on the
 LA1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1448.degrees latitude (g = 980.6199 gals.).
 LA1448
 LA1448.The modeled gravity was interpolated from observed gravity values.
 LA1448
 LA1448;                    North         East    Units  Estimated Accuracy
 LA1448;SPC IN E     -   558,330.       94,800.      MT  (+/- 180 meters Scaled)
 LA1448
 LA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK081593(NAD 83)
 LA1448
 LA1448                          SUPERSEDED SURVEY CONTROL
 LA1448
 LA1448  NGVD 29 (??/??/92)  265.986  (m)          872.66   (f) ADJ UNCH    2 0
 LA1448
 LA1448.Superseded values are not recommended for survey control.
 LA1448
 LA1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1448.See file dsdata.pdf to determine how the superseded data were derived.
 LA1448
 LA1448_MARKER: DB = BENCH MARK DISK
 LA1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1448_STAMPING: Y 185 1946
 LA1448_MARK LOGO: CGS
 LA1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1448+STABILITY: SURFACE MOTION
 LA1448
 LA1448  HISTORY     - Date     Condition        Report By
 LA1448  HISTORY     - 1946     MONUMENTED       CGS
 LA1448
 LA1448                          STATION DESCRIPTION
 LA1448
 LA1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1448'3 MI W FROM ALEXANDRIA.
 LA1448'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS
 LA1448'INTERSECTION WITH STATE HIGHWAY 9 IN THE NORTHEAST PART OF
 LA1448'ALEXANDRIA, ABOUT 125 YARDS EAST OF WALKERS MARATHON SERVICE
 LA1448'STATION AND GENERAL STORE, 29 FEET NORTH OF THE CENTER LINE OF
 LA1448'THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LA1448'GRAVEL ROAD, 6 FEET EAST SOUTHEAST OF A FENCE CORNER POST, 4
 LA1448'FEET EAST OF TELEPHONE POLE NO. 123, 3 FEET SOUTHWEST OF A
 LA1448'HIGHWAY R.O.W. MARKER, ABOUT 1 FOOT BELOW THE INTERSECTION, AND
 LA1448'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1087 ***********************************************************************
 MD1087  DESIGNATION -  Y 186
 MD1087  PID         -  MD1087
 MD1087  STATE/COUNTY-  IN/WHITLEY
 MD1087  COUNTRY     -  US
 MD1087  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1087
 MD1087                         *CURRENT SURVEY CONTROL
 MD1087  ______________________________________________________________________
 MD1087* NAD 83(1986) POSITION- 41 03 38.     (N) 085 37 31.     (W)   SCALED
 MD1087* NAVD 88 ORTHO HEIGHT -   258.863 (meters)      849.29  (feet) ADJUSTED
 MD1087  ______________________________________________________________________
 MD1087  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 MD1087  DYNAMIC HEIGHT  -        258.748 (meters)      848.91  (feet) COMP
 MD1087  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 MD1087
 MD1087  VERT ORDER      -  SECOND    CLASS 0
 MD1087
 MD1087.The horizontal coordinates were scaled from a map and have
 MD1087.an estimated accuracy of +/- 6 seconds.
 MD1087
 MD1087.The orthometric height was determined by differential leveling and
 MD1087.adjusted by the NATIONAL GEODETIC SURVEY
 MD1087.in June 1991.
 MD1087
 MD1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1087.GEOID18 height accuracy estimate available here.
 MD1087
 MD1087.Click photographs - Photos may exist for this station.
 MD1087
 MD1087.The dynamic height is computed by dividing the NAVD 88
 MD1087.geopotential number by the normal gravity value computed on the
 MD1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1087.degrees latitude (g = 980.6199 gals.).
 MD1087
 MD1087.The modeled gravity was interpolated from observed gravity values.
 MD1087
 MD1087;                    North         East    Units  Estimated Accuracy
 MD1087;SPC IN E     -   645,280.      103,480.      MT  (+/- 180 meters Scaled)
 MD1087
 MD1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL155463(NAD 83)
 MD1087
 MD1087                          SUPERSEDED SURVEY CONTROL
 MD1087
 MD1087  NGVD 29 (??/??/92)  258.994  (m)          849.72   (f) ADJ UNCH    2 0
 MD1087
 MD1087.Superseded values are not recommended for survey control.
 MD1087
 MD1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1087.See file dsdata.pdf to determine how the superseded data were derived.
 MD1087
 MD1087_MARKER: DB = BENCH MARK DISK
 MD1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1087_STAMPING: Y 186 1946
 MD1087_MARK LOGO: CGS
 MD1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1087+STABILITY: SURFACE MOTION
 MD1087
 MD1087  HISTORY     - Date     Condition        Report By
 MD1087  HISTORY     - 1946     MONUMENTED       CGS
 MD1087  HISTORY     - 1961     GOOD             CGS
 MD1087
 MD1087                          STATION DESCRIPTION
 MD1087
 MD1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1087'1.9 MI S FROM SOUTH WHITLEY.
 MD1087'ABOUT 0.9 MILE SE ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1087'OFFICE IN SOUTH WHITLEY (0.6 MILE SE OF EEL RIVER BRIDGE), THENCE
 MD1087'0.2 MILE WSW AND 1.0 MILE S ON NO. 105 INDIANA HWY. TO A
 MD1087'CROSSROADS AND THE MARK ON RIGHT, 53 FEET S OF CENTER LINE OF
 MD1087'NO. 700 S COUNTY ROAD, 22 FEET W OF CENTER LINE OF 20-FOOT ASPHALT
 MD1087'HIGHWAY PAVEMENT, 2.2 FEET LOWER THAN SAME, 1 FOOT W OF W
 MD1087'RIGHT-OF-WAY FENCE, 1.1 FEET W OF STEEL WITNESS POST, AND
 MD1087'PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1647 ***********************************************************************
 LA1647  DESIGNATION -  Y 187
 LA1647  PID         -  LA1647
 LA1647  STATE/COUNTY-  IN/WABASH
 LA1647  COUNTRY     -  US
 LA1647  USGS QUAD   -  NORTH MANCHESTER SOUTH (2019)
 LA1647
 LA1647                         *CURRENT SURVEY CONTROL
 LA1647  ______________________________________________________________________
 LA1647* NAD 83(1986) POSITION- 40 54 45.     (N) 085 47 26.     (W)   SCALED
 LA1647* NAVD 88 ORTHO HEIGHT -   241.120 (meters)      791.07  (feet) ADJUSTED
 LA1647  ______________________________________________________________________
 LA1647  GEOID HEIGHT    -        -34.076 (meters)                     GEOID18
 LA1647  DYNAMIC HEIGHT  -        241.008 (meters)      790.71  (feet) COMP
 LA1647  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 LA1647
 LA1647  VERT ORDER      -  FIRST     CLASS II
 LA1647
 LA1647.The horizontal coordinates were scaled from a map and have
 LA1647.an estimated accuracy of +/- 6 seconds.
 LA1647
 LA1647.The orthometric height was determined by differential leveling and
 LA1647.adjusted by the NATIONAL GEODETIC SURVEY
 LA1647.in June 1991.
 LA1647
 LA1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1647.GEOID18 height accuracy estimate available here.
 LA1647
 LA1647.Click photographs - Photos may exist for this station.
 LA1647
 LA1647.The dynamic height is computed by dividing the NAVD 88
 LA1647.geopotential number by the normal gravity value computed on the
 LA1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1647.degrees latitude (g = 980.6199 gals.).
 LA1647
 LA1647.The modeled gravity was interpolated from observed gravity values.
 LA1647
 LA1647;                    North         East    Units  Estimated Accuracy
 LA1647;SPC IN E     -   628,850.       89,560.      MT  (+/- 180 meters Scaled)
 LA1647
 LA1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018297(NAD 83)
 LA1647
 LA1647                          SUPERSEDED SURVEY CONTROL
 LA1647
 LA1647  NGVD 29 (??/??/92)  241.243  (m)          791.48   (f) ADJ UNCH    1 2
 LA1647
 LA1647.Superseded values are not recommended for survey control.
 LA1647
 LA1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1647.See file dsdata.pdf to determine how the superseded data were derived.
 LA1647
 LA1647_MARKER: DB = BENCH MARK DISK
 LA1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1647_STAMPING: Y 187 1946
 LA1647_MARK LOGO: CGS
 LA1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1647+STABILITY: SURFACE MOTION
 LA1647
 LA1647  HISTORY     - Date     Condition        Report By
 LA1647  HISTORY     - 1946     MONUMENTED       CGS
 LA1647
 LA1647                          STATION DESCRIPTION
 LA1647
 LA1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1647'1.1 MI N FROM URBANA.
 LA1647'ABOUT 1.1 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1647'THE STATION AT URBANA, AT THE CROSSING OF STATE HIGHWAY 16,
 LA1647'IN THE NORTHWEST QUARTER OF THE CROSSING, 44 FEET WEST OF THE
 LA1647'WEST RAIL OF THE TRACK, 35 FEET NORTH OF THE CENTER LINE OF THE
 LA1647'HIGHWAY, 13.5 FEET NORTH OF A FENCE CORNER, 5.5 FEET SOUTHEAST
 LA1647'OF A TELEPHONE GUY POLE, 2 FEET EAST OF THE WEST RAILROAD
 LA1647'RIGHT-OF-WAY FENCE LINE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 LA1647'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1647'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0873 ***********************************************************************
 LA0873  DESIGNATION -  Y 188
 LA0873  PID         -  LA0873
 LA0873  STATE/COUNTY-  IN/WELLS
 LA0873  COUNTRY     -  US
 LA0873  USGS QUAD   -  MARKLE (2019)
 LA0873
 LA0873                         *CURRENT SURVEY CONTROL
 LA0873  ______________________________________________________________________
 LA0873* NAD 83(1986) POSITION- 40 51 32.     (N) 085 16 48.     (W)   SCALED
 LA0873* NAVD 88 ORTHO HEIGHT -   244.565 (meters)      802.38  (feet) ADJUSTED
 LA0873  ______________________________________________________________________
 LA0873  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 LA0873  DYNAMIC HEIGHT  -        244.451 (meters)      802.00  (feet) COMP
 LA0873  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 LA0873
 LA0873  VERT ORDER      -  SECOND    CLASS 0
 LA0873
 LA0873.The horizontal coordinates were scaled from a map and have
 LA0873.an estimated accuracy of +/- 6 seconds.
 LA0873
 LA0873.The orthometric height was determined by differential leveling and
 LA0873.adjusted by the NATIONAL GEODETIC SURVEY
 LA0873.in June 1991.
 LA0873
 LA0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0873.GEOID18 height accuracy estimate available here.
 LA0873
 LA0873.Click photographs - Photos may exist for this station.
 LA0873
 LA0873.The dynamic height is computed by dividing the NAVD 88
 LA0873.geopotential number by the normal gravity value computed on the
 LA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0873.degrees latitude (g = 980.6199 gals.).
 LA0873
 LA0873.The modeled gravity was interpolated from observed gravity values.
 LA0873
 LA0873;                    North         East    Units  Estimated Accuracy
 LA0873;SPC IN E     -   622,960.      132,600.      MT  (+/- 180 meters Scaled)
 LA0873
 LA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL449245(NAD 83)
 LA0873
 LA0873                          SUPERSEDED SURVEY CONTROL
 LA0873
 LA0873  NGVD 29 (??/??/92)  244.705  (m)          802.84   (f) ADJ UNCH    2 0
 LA0873
 LA0873.Superseded values are not recommended for survey control.
 LA0873
 LA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0873.See file dsdata.pdf to determine how the superseded data were derived.
 LA0873
 LA0873_MARKER: DB = BENCH MARK DISK
 LA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0873_STAMPING: Y 188 1946
 LA0873_MARK LOGO: CGS
 LA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0873+STABILITY: SURFACE MOTION
 LA0873
 LA0873  HISTORY     - Date     Condition        Report By
 LA0873  HISTORY     - 1946     MONUMENTED       CGS
 LA0873  HISTORY     - 1971     GOOD             NGS
 LA0873
 LA0873                          STATION DESCRIPTION
 LA0873
 LA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LA0873'4 MI S FROM ZANESVILLE.
 LA0873'4.0 MILES SOUTH ALONG STATE HIGHWAY 303 FROM THE POST OFFICE AT
 LA0873'ZANESVILLE, 115 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 LA0873'38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 78 FEET NORTH OF A
 LA0873'TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 LA0873'THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0965 ***********************************************************************
 MD0965  DESIGNATION -  Y 189
 MD0965  PID         -  MD0965
 MD0965  STATE/COUNTY-  IN/WHITLEY
 MD0965  COUNTRY     -  US
 MD0965  USGS QUAD   -  ARCOLA (2019)
 MD0965
 MD0965                         *CURRENT SURVEY CONTROL
 MD0965  ______________________________________________________________________
 MD0965* NAD 83(1986) POSITION- 41 00 19.     (N) 085 21 20.     (W)   SCALED
 MD0965* NAVD 88 ORTHO HEIGHT -   247.079 (meters)      810.63  (feet) ADJUSTED
 MD0965  ______________________________________________________________________
 MD0965  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 MD0965  DYNAMIC HEIGHT  -        246.973 (meters)      810.28  (feet) COMP
 MD0965  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 MD0965
 MD0965  VERT ORDER      -  SECOND    CLASS 0
 MD0965
 MD0965.The horizontal coordinates were scaled from a map and have
 MD0965.an estimated accuracy of +/- 6 seconds.
 MD0965
 MD0965.The orthometric height was determined by differential leveling and
 MD0965.adjusted by the NATIONAL GEODETIC SURVEY
 MD0965.in June 1991.
 MD0965
 MD0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0965.GEOID18 height accuracy estimate available here.
 MD0965
 MD0965.Click photographs - Photos may exist for this station.
 MD0965
 MD0965.The dynamic height is computed by dividing the NAVD 88
 MD0965.geopotential number by the normal gravity value computed on the
 MD0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0965.degrees latitude (g = 980.6199 gals.).
 MD0965
 MD0965.The modeled gravity was interpolated from observed gravity values.
 MD0965
 MD0965;                    North         East    Units  Estimated Accuracy
 MD0965;SPC IN E     -   639,190.      126,170.      MT  (+/- 180 meters Scaled)
 MD0965
 MD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL382406(NAD 83)
 MD0965
 MD0965                          SUPERSEDED SURVEY CONTROL
 MD0965
 MD0965  NGVD 29 (??/??/92)  247.225  (m)          811.10   (f) ADJ UNCH    2 0
 MD0965
 MD0965.Superseded values are not recommended for survey control.
 MD0965
 MD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0965.See file dsdata.pdf to determine how the superseded data were derived.
 MD0965
 MD0965_MARKER: DB = BENCH MARK DISK
 MD0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0965_STAMPING: Y 189 1946
 MD0965_MARK LOGO: CGS
 MD0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0965+STABILITY: SURFACE MOTION
 MD0965
 MD0965  HISTORY     - Date     Condition        Report By
 MD0965  HISTORY     - 1946     MONUMENTED       CGS
 MD0965  HISTORY     - 1968     GOOD             CGS
 MD0965
 MD0965                          STATION DESCRIPTION
 MD0965
 MD0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0965'11 MI E FROM LUTHER.
 MD0965'11.05 MILES EAST ALONG SR 114 FROM THE INTERSECTION WITH THE
 MD0965'STATE HIGHWAY 5 AT LUTHER, 0.45 MILE WEST OF THE JUNCTION
 MD0965'WITH U.S. HIGHWAY 24 IN THE NORTHEAST QUARTER OF THE INTERSECTION
 MD0965'WITH A NORTH-SOUTH SECTION LINE ROAD, 54 FEET EAST OF THE
 MD0965'CENTERLINE OF THE NORTH-SOUTH ROAD, 41 FEET NORTH OF THE
 MD0965'CENTERLINE OF THE HIGHWAY, 122 FEET WEST OF POWER POLE 15 FEET
 MD0965'NORTH OF THE CENTER OF A 1 FOOT CIRCULAR CATCH BASIN, 1 FOOT
 MD0965'SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY, FENCE LINE ABOUT 1
 MD0965'FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST
 MD0965'PROJECTING ABOUT 6 INCHES, WITNESS POST-- 1 FOOT EAST OF BENCH
 MD0965'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0098 ***********************************************************************
 ME0098  DESIGNATION -  Y 19
 ME0098  PID         -  ME0098
 ME0098  STATE/COUNTY-  IN/ST JOSEPH
 ME0098  COUNTRY     -  US
 ME0098  USGS QUAD   -  LYDICK (2019)
 ME0098
 ME0098                         *CURRENT SURVEY CONTROL
 ME0098  ______________________________________________________________________
 ME0098* NAD 83(1986) POSITION- 41 41 34.     (N) 086 23 10.     (W)   SCALED
 ME0098* NAVD 88 ORTHO HEIGHT -   222.089 (meters)      728.64  (feet) ADJUSTED
 ME0098  ______________________________________________________________________
 ME0098  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME0098  DYNAMIC HEIGHT  -        222.004 (meters)      728.36  (feet) COMP
 ME0098  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 ME0098
 ME0098  VERT ORDER      -  SECOND    CLASS 0
 ME0098
 ME0098.The horizontal coordinates were scaled from a map and have
 ME0098.an estimated accuracy of +/- 6 seconds.
 ME0098
 ME0098.The orthometric height was determined by differential leveling and
 ME0098.adjusted by the NATIONAL GEODETIC SURVEY
 ME0098.in June 1991.
 ME0098
 ME0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0098.GEOID18 height accuracy estimate available here.
 ME0098
 ME0098.Click photographs - Photos may exist for this station.
 ME0098
 ME0098.The dynamic height is computed by dividing the NAVD 88
 ME0098.geopotential number by the normal gravity value computed on the
 ME0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0098.degrees latitude (g = 980.6199 gals.).
 ME0098
 ME0098.The modeled gravity was interpolated from observed gravity values.
 ME0098
 ME0098;                    North         East    Units  Estimated Accuracy
 ME0098;SPC IN E     -   715,750.       40,110.      MT  (+/- 180 meters Scaled)
 ME0098
 ME0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM510158(NAD 83)
 ME0098
 ME0098                          SUPERSEDED SURVEY CONTROL
 ME0098
 ME0098  NGVD 29 (??/??/92)  222.198  (m)          728.99   (f) ADJ UNCH    2 0
 ME0098
 ME0098.Superseded values are not recommended for survey control.
 ME0098
 ME0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0098.See file dsdata.pdf to determine how the superseded data were derived.
 ME0098
 ME0098_MARKER: DB = BENCH MARK DISK
 ME0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0098_STAMPING: Y 19 1934
 ME0098_MARK LOGO: CGS
 ME0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0098+STABILITY: SURFACE MOTION
 ME0098
 ME0098  HISTORY     - Date     Condition        Report By
 ME0098  HISTORY     - 1934     MONUMENTED       CGS
 ME0098  HISTORY     - 1971     GOOD             NGS
 ME0098
 ME0098                          STATION DESCRIPTION
 ME0098
 ME0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0098'7 MI W FROM SOUTH BEND.
 ME0098'7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0098'STATION AT SOUTH BEND, ST. JOSEPH COUNTY, 175 YARDS WEST OF THE
 ME0098'STATION AT LYDICK, 5 RAILS EAST OF MILEPOST C 79, IN THE SOUTHEAST
 ME0098'ANGLE OF A DIRT-ROAD CROSSING, 13 YARDS EAST OF THE CENTERLINE
 ME0098'OF THE DIRT ROAD, 12 YARDS SOUTH OF THE SOUTH RAIL OF THE
 ME0098'EAST-BOUND TRACK, 4 YARDS WEST OF A POLE, 1 YARD NORTH OF A
 ME0098'FENCE, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 ME0098'STAMPED Y 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0098'PROJECTING 10 INCHES ABOVE GROUND.
 ME0098
 ME0098                          STATION RECOVERY (1971)
 ME0098
 ME0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME0098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0295 ***********************************************************************
 LB0295  DESIGNATION -  Y 190
 LB0295  PID         -  LB0295
 LB0295  STATE/COUNTY-  IN/MIAMI
 LB0295  COUNTRY     -  US
 LB0295  USGS QUAD   -  GALVESTON (2019)
 LB0295
 LB0295                         *CURRENT SURVEY CONTROL
 LB0295  ______________________________________________________________________
 LB0295* NAD 83(1986) POSITION- 40 35 04.     (N) 086 08 46.     (W)   SCALED
 LB0295* NAVD 88 ORTHO HEIGHT -   248.824 (meters)      816.35  (feet) ADJUSTED
 LB0295  ______________________________________________________________________
 LB0295  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 LB0295  DYNAMIC HEIGHT  -        248.699 (meters)      815.94  (feet) COMP
 LB0295  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 LB0295
 LB0295  VERT ORDER      -  SECOND    CLASS 0
 LB0295
 LB0295.The horizontal coordinates were scaled from a map and have
 LB0295.an estimated accuracy of +/- 6 seconds.
 LB0295
 LB0295.The orthometric height was determined by differential leveling and
 LB0295.adjusted by the NATIONAL GEODETIC SURVEY
 LB0295.in June 1991.
 LB0295
 LB0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0295.GEOID18 height accuracy estimate available here.
 LB0295
 LB0295.Click photographs - Photos may exist for this station.
 LB0295
 LB0295.The dynamic height is computed by dividing the NAVD 88
 LB0295.geopotential number by the normal gravity value computed on the
 LB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0295.degrees latitude (g = 980.6199 gals.).
 LB0295
 LB0295.The modeled gravity was interpolated from observed gravity values.
 LB0295
 LB0295;                    North         East    Units  Estimated Accuracy
 LB0295;SPC IN E     -   592,520.       59,410.      MT  (+/- 180 meters Scaled)
 LB0295
 LB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK722929(NAD 83)
 LB0295
 LB0295                          SUPERSEDED SURVEY CONTROL
 LB0295
 LB0295  NGVD 29 (??/??/92)  248.946  (m)          816.75   (f) ADJ UNCH    2 0
 LB0295
 LB0295.Superseded values are not recommended for survey control.
 LB0295
 LB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0295.See file dsdata.pdf to determine how the superseded data were derived.
 LB0295
 LB0295_MARKER: DB = BENCH MARK DISK
 LB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0295_STAMPING: Y 190 1946
 LB0295_MARK LOGO: CGS
 LB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0295+STABILITY: SURFACE MOTION
 LB0295
 LB0295  HISTORY     - Date     Condition        Report By
 LB0295  HISTORY     - 1946     MONUMENTED       CGS
 LB0295
 LB0295                          STATION DESCRIPTION
 LB0295
 LB0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0295'2.3 MI NE FROM GALVESTON.
 LB0295'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 LB0295'PENNSYLVANIA RAILROAD STATION AT GALVESTON, ABOUT 1.8 MILES
 LB0295'WEST OF THE M.E. CHURCH AT BENNETTS SWITCH, ABOUT 1.0 MILE
 LB0295'WEST OF THE INTERSECTION OF U.S. HIGHWAY 31, AT A GRAVEL CROSS
 LB0295'ROAD, ABOUT 50 YARDS WEST AND ACROSS THE NORTH-SOUTH ROAD FROM
 LB0295'A TWO STORY FARM HOUSE, 40 FEET SOUTH OF THE CENTER LINE OF
 LB0295'THE HIGHWAY, 56 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0295'11 FEET WEST OF A FENCE CORNER, 0.8 FOOT NORTH OF THE FENCE
 LB0295'LINE, ABOUT 2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF
 LB0295'A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1888 ***********************************************************************
 LA1888  DESIGNATION -  Y 191
 LA1888  PID         -  LA1888
 LA1888  STATE/COUNTY-  IN/HOWARD
 LA1888  COUNTRY     -  US
 LA1888  USGS QUAD   -  AMBOY (2019)
 LA1888
 LA1888                         *CURRENT SURVEY CONTROL
 LA1888  ______________________________________________________________________
 LA1888* NAD 83(1986) POSITION- 40 32 11.0    (N) 085 58 33.0    (W)   HD_HELD2
 LA1888* NAVD 88 ORTHO HEIGHT -   259.436 (meters)      851.17  (feet) ADJUSTED
 LA1888  ______________________________________________________________________
 LA1888  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 LA1888  DYNAMIC HEIGHT  -        259.304 (meters)      850.73  (feet) COMP
 LA1888  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 LA1888
 LA1888  VERT ORDER      -  SECOND    CLASS 0
 LA1888
 LA1888.The horizontal coordinates were established by autonomous hand held GPS
 LA1888.observations and have an estimated accuracy of +/- 10 meters.
 LA1888
 LA1888.The orthometric height was determined by differential leveling and
 LA1888.adjusted by the NATIONAL GEODETIC SURVEY
 LA1888.in June 1991.
 LA1888
 LA1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1888.GEOID18 height accuracy estimate available here.
 LA1888
 LA1888.Click photographs - Photos may exist for this station.
 LA1888
 LA1888.The dynamic height is computed by dividing the NAVD 88
 LA1888.geopotential number by the normal gravity value computed on the
 LA1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1888.degrees latitude (g = 980.6199 gals.).
 LA1888
 LA1888.The modeled gravity was interpolated from observed gravity values.
 LA1888
 LA1888;                    North         East    Units  Estimated Accuracy
 LA1888;SPC IN E     -   587,122.       73,808.      MT  (+/- 10 meters HH2 GPS)
 LA1888
 LA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8673587797(NAD 83)
 LA1888
 LA1888                          SUPERSEDED SURVEY CONTROL
 LA1888
 LA1888  NGVD 29 (??/??/92)  259.560  (m)          851.57   (f) ADJ UNCH    2 0
 LA1888
 LA1888.Superseded values are not recommended for survey control.
 LA1888
 LA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1888.See file dsdata.pdf to determine how the superseded data were derived.
 LA1888
 LA1888_MARKER: DB = BENCH MARK DISK
 LA1888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1888_SP_SET: FOUNDATION
 LA1888_STAMPING: Y 191 1946
 LA1888_MARK LOGO: CGS
 LA1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1888
 LA1888  HISTORY     - Date     Condition        Report By
 LA1888  HISTORY     - 1946     MONUMENTED       CGS
 LA1888
 LA1888                          STATION DESCRIPTION
 LA1888
 LA1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1888'AT PLEVANA.
 LA1888'AT PLEVANA, SET VERTICALLY IN THE SOUTH FACE OF THE CEMENT
 LA1888'BLOCK FOUNDATION OF THE DUNKARD BRETHREN CHURCH, 2.7 FEET WEST
 LA1888'OF THE SOUTHEAST CORNER, AND 1.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1893 ***********************************************************************
 LA1893  DESIGNATION -  Y 192
 LA1893  PID         -  LA1893
 LA1893  STATE/COUNTY-  IN/GRANT
 LA1893  COUNTRY     -  US
 LA1893  USGS QUAD   -  VAN BUREN (2019)
 LA1893
 LA1893                         *CURRENT SURVEY CONTROL
 LA1893  ______________________________________________________________________
 LA1893* NAD 83(1986) POSITION- 40 34 52.     (N) 085 37 03.     (W)   SCALED
 LA1893* NAVD 88 ORTHO HEIGHT -   265.600 (meters)      871.39  (feet) ADJUSTED
 LA1893  ______________________________________________________________________
 LA1893  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 LA1893  DYNAMIC HEIGHT  -        265.465 (meters)      870.95  (feet) COMP
 LA1893  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 LA1893
 LA1893  VERT ORDER      -  SECOND    CLASS 0
 LA1893
 LA1893.The horizontal coordinates were scaled from a map and have
 LA1893.an estimated accuracy of +/- 6 seconds.
 LA1893
 LA1893.The orthometric height was determined by differential leveling and
 LA1893.adjusted by the NATIONAL GEODETIC SURVEY
 LA1893.in June 1991.
 LA1893
 LA1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1893.GEOID18 height accuracy estimate available here.
 LA1893
 LA1893.Click photographs - Photos may exist for this station.
 LA1893
 LA1893.The dynamic height is computed by dividing the NAVD 88
 LA1893.geopotential number by the normal gravity value computed on the
 LA1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1893.degrees latitude (g = 980.6199 gals.).
 LA1893
 LA1893.The modeled gravity was interpolated from observed gravity values.
 LA1893
 LA1893;                    North         East    Units  Estimated Accuracy
 LA1893;SPC IN E     -   592,040.      104,160.      MT  (+/- 180 meters Scaled)
 LA1893
 LA1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK170931(NAD 83)
 LA1893
 LA1893                          SUPERSEDED SURVEY CONTROL
 LA1893
 LA1893  NGVD 29 (??/??/92)  265.727  (m)          871.81   (f) ADJ UNCH    2 0
 LA1893
 LA1893.Superseded values are not recommended for survey control.
 LA1893
 LA1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1893.See file dsdata.pdf to determine how the superseded data were derived.
 LA1893
 LA1893_MARKER: DB = BENCH MARK DISK
 LA1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1893_SP_SET: WATER TABLE
 LA1893_STAMPING: Y 192 1946
 LA1893_MARK LOGO: CGS
 LA1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1893
 LA1893  HISTORY     - Date     Condition        Report By
 LA1893  HISTORY     - 1946     MONUMENTED       CGS
 LA1893  HISTORY     - 1965     GOOD             CGS
 LA1893
 LA1893                          STATION DESCRIPTION
 LA1893
 LA1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1893'1.8 MI E FROM MARION.
 LA1893'ABOUT 1.75 MILES EAST ALONG A BLACK TOP ROAD FROM THE WASHINGTON
 LA1893'TOWNSHIP SCHOOL NO. 9 AT MARION, AT A NORTH-SOUTH GRAVEL ROAD AND
 LA1893'AT THE WASHINGTON TOWNSHIP SCHOOL NO. 8, SET VERTICALLY IN THE
 LA1893'NORTH FACE OF THE STONE WATER TABLE, 2.5 FEET WEST OF THE
 LA1893'NORTHEAST CORNER OF THE SCHOOL BUILDING, AND 3 FEET ABOVE THE
 LA1893'GROUND.
 LA1893
 LA1893                          STATION RECOVERY (1965)
 LA1893
 LA1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1481 ***********************************************************************
 LA1481  DESIGNATION -  Y 193
 LA1481  PID         -  LA1481
 LA1481  STATE/COUNTY-  IN/MADISON
 LA1481  COUNTRY     -  US
 LA1481  USGS QUAD   -  FRANKTON (2019)
 LA1481
 LA1481                         *CURRENT SURVEY CONTROL
 LA1481  ______________________________________________________________________
 LA1481* NAD 83(1986) POSITION- 40 11 36.     (N) 085 45 57.     (W)   SCALED
 LA1481* NAVD 88 ORTHO HEIGHT -   263.347 (meters)      864.00  (feet) ADJUSTED
 LA1481  ______________________________________________________________________
 LA1481  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 LA1481  DYNAMIC HEIGHT  -        263.206 (meters)      863.54  (feet) COMP
 LA1481  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 LA1481
 LA1481  VERT ORDER      -  SECOND    CLASS 0
 LA1481
 LA1481.The horizontal coordinates were scaled from a map and have
 LA1481.an estimated accuracy of +/- 6 seconds.
 LA1481
 LA1481.The orthometric height was determined by differential leveling and
 LA1481.adjusted by the NATIONAL GEODETIC SURVEY
 LA1481.in June 1991.
 LA1481
 LA1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1481.GEOID18 height accuracy estimate available here.
 LA1481
 LA1481.Click photographs - Photos may exist for this station.
 LA1481
 LA1481.The dynamic height is computed by dividing the NAVD 88
 LA1481.geopotential number by the normal gravity value computed on the
 LA1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1481.degrees latitude (g = 980.6199 gals.).
 LA1481
 LA1481.The modeled gravity was interpolated from observed gravity values.
 LA1481
 LA1481;                    North         East    Units  Estimated Accuracy
 LA1481;SPC IN E     -   548,990.       91,560.      MT  (+/- 180 meters Scaled)
 LA1481
 LA1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK050499(NAD 83)
 LA1481
 LA1481                          SUPERSEDED SURVEY CONTROL
 LA1481
 LA1481  NGVD 29 (??/??/92)  263.48   (m)          864.4    (f) COMPUTED    2 0
 LA1481
 LA1481.Superseded values are not recommended for survey control.
 LA1481
 LA1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1481.See file dsdata.pdf to determine how the superseded data were derived.
 LA1481
 LA1481_MARKER: DB = BENCH MARK DISK
 LA1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1481_STAMPING: Y 193 1946
 LA1481_MARK LOGO: CGS
 LA1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1481+STABILITY: SURFACE MOTION
 LA1481
 LA1481  HISTORY     - Date     Condition        Report By
 LA1481  HISTORY     - 1946     MONUMENTED       CGS
 LA1481  HISTORY     - 1962     MARK NOT FOUND   USGS
 LA1481
 LA1481                          STATION DESCRIPTION
 LA1481
 LA1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1481'4.4 MI W FROM LINWOOD.
 LA1481'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM DISTRICT 11
 LA1481'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, AT A NORTH-SOUTH PAVED
 LA1481'ROAD CROSSING, 22 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LA1481'ROAD, 24 FEET EAST OF THE PAVED ROAD, 7.5 FEET SOUTH OF A
 LA1481'TELEPHONE POLE, NEAR THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 LA1481'ABOUT 1 FOOT BELOW THE ROADS, AND SET IN THE TOP OF A CONCRETE
 LA1481'POST PROJECTING 6 INCHES.
 LA1481
 LA1481                          STATION RECOVERY (1962)
 LA1481
 LA1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LA1481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1353 ***********************************************************************
 LA1353  DESIGNATION -  Y 194
 LA1353  PID         -  LA1353
 LA1353  STATE/COUNTY-  IN/MADISON
 LA1353  COUNTRY     -  US
 LA1353  USGS QUAD   -  ELWOOD (2019)
 LA1353
 LA1353                         *CURRENT SURVEY CONTROL
 LA1353  ______________________________________________________________________
 LA1353* NAD 83(1986) POSITION- 40 15 00.16   (N) 085 50 21.92   (W)   HD_HELD1
 LA1353* NAVD 88 ORTHO HEIGHT -   262.239 (meters)      860.36  (feet) ADJUSTED
 LA1353  ______________________________________________________________________
 LA1353  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 LA1353  DYNAMIC HEIGHT  -        262.100 (meters)      859.91  (feet) COMP
 LA1353  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 LA1353
 LA1353  VERT ORDER      -  SECOND    CLASS 0
 LA1353
 LA1353.The horizontal coordinates were determined by differentially corrected
 LA1353.hand held GPS observations or other comparable positioning techniques
 LA1353.and have an estimated accuracy of +/- 3 meters.
 LA1353
 LA1353.The orthometric height was determined by differential leveling and
 LA1353.adjusted by the NATIONAL GEODETIC SURVEY
 LA1353.in June 1991.
 LA1353
 LA1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1353.GEOID18 height accuracy estimate available here.
 LA1353
 LA1353.Click photographs - Photos may exist for this station.
 LA1353
 LA1353.The dynamic height is computed by dividing the NAVD 88
 LA1353.geopotential number by the normal gravity value computed on the
 LA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1353.degrees latitude (g = 980.6199 gals.).
 LA1353
 LA1353.The modeled gravity was interpolated from observed gravity values.
 LA1353
 LA1353;                    North         East    Units  Estimated Accuracy
 LA1353;SPC IN E     -   555,295.2      85,302.2     MT  (+/- 3 meters HH1 GPS) 
 LA1353
 LA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9870556156(NAD 83)
 LA1353
 LA1353                          SUPERSEDED SURVEY CONTROL
 LA1353
 LA1353  NGVD 29 (??/??/92)  262.371  (m)          860.80   (f) ADJ UNCH    2 0
 LA1353
 LA1353.Superseded values are not recommended for survey control.
 LA1353
 LA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1353.See file dsdata.pdf to determine how the superseded data were derived.
 LA1353
 LA1353_MARKER: DB = BENCH MARK DISK
 LA1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1353_SP_SET: FOUNDATION
 LA1353_STAMPING: Y 194 1946
 LA1353_MARK LOGO: CGS
 LA1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1353
 LA1353  HISTORY     - Date     Condition        Report By
 LA1353  HISTORY     - 1946     MONUMENTED       CGS
 LA1353
 LA1353                          STATION DESCRIPTION
 LA1353
 LA1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1353'4.2 MI SE FROM ELWOOD.
 LA1353'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1353'WITH STATE HIGHWAY 13 AT ELWOOD, THENCE ABOUT 2.55 MILES SOUTH
 LA1353'ALONG STATE HIGHWAY 37, AT THE ELWOOD AIRPORT, SET VERTICALLY IN
 LA1353'THE NORTHWEST FACE OF THE CONCRETE FOUNDATION OF THE HANGER, 0.7
 LA1353'FOOT NORTHEAST OF THE SOUTHWEST CORNER, AND 1 FOOT ABOVE THE
 LA1353'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0543 ***********************************************************************
 LB0543  DESIGNATION -  Y 195
 LB0543  PID         -  LB0543
 LB0543  STATE/COUNTY-  IN/CLINTON
 LB0543  COUNTRY     -  US
 LB0543  USGS QUAD   -  MECHANICSBURG (2019)
 LB0543
 LB0543                         *CURRENT SURVEY CONTROL
 LB0543  ______________________________________________________________________
 LB0543* NAD 83(1986) POSITION- 40 14 59.12   (N) 086 23 15.82   (W)   HD_HELD1
 LB0543* NAVD 88 ORTHO HEIGHT -   279.467 (meters)      916.88  (feet) ADJUSTED
 LB0543  ______________________________________________________________________
 LB0543  GEOID HEIGHT    -        -34.096 (meters)                     GEOID18
 LB0543  DYNAMIC HEIGHT  -        279.316 (meters)      916.39  (feet) COMP
 LB0543  MODELED GRAVITY -    980,078.7   (mgal)                       NAVD 88
 LB0543
 LB0543  VERT ORDER      -  SECOND    CLASS 0
 LB0543
 LB0543.The horizontal coordinates were determined by differentially corrected
 LB0543.hand held GPS observations or other comparable positioning techniques
 LB0543.and have an estimated accuracy of +/- 3 meters.
 LB0543
 LB0543.The orthometric height was determined by differential leveling and
 LB0543.adjusted by the NATIONAL GEODETIC SURVEY
 LB0543.in June 1991.
 LB0543
 LB0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0543.GEOID18 height accuracy estimate available here.
 LB0543
 LB0543.Click photographs - Photos may exist for this station.
 LB0543
 LB0543.The dynamic height is computed by dividing the NAVD 88
 LB0543.geopotential number by the normal gravity value computed on the
 LB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0543.degrees latitude (g = 980.6199 gals.).
 LB0543
 LB0543.The modeled gravity was interpolated from observed gravity values.
 LB0543
 LB0543;                    North         East    Units  Estimated Accuracy
 LB0543;SPC IN W     -   555,481.0     959,181.7     MT  (+/- 3 meters HH1 GPS) 
 LB0543
 LB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5207255658(NAD 83)
 LB0543
 LB0543                          SUPERSEDED SURVEY CONTROL
 LB0543
 LB0543  NGVD 29 (??/??/92)  279.573  (m)          917.23   (f) ADJ UNCH    2 0
 LB0543
 LB0543.Superseded values are not recommended for survey control.
 LB0543
 LB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0543.See file dsdata.pdf to determine how the superseded data were derived.
 LB0543
 LB0543_MARKER: DB = BENCH MARK DISK
 LB0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0543_SP_SET: BRIDGE WINGWALL
 LB0543_STAMPING: Y 195 1946
 LB0543_MARK LOGO: CGS
 LB0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0543
 LB0543  HISTORY     - Date     Condition        Report By
 LB0543  HISTORY     - 1946     MONUMENTED       CGS
 LB0543
 LB0543                          STATION DESCRIPTION
 LB0543
 LB0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0543'4.2 MI N FROM KIRKLIN.
 LB0543'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0543'LIBRARY AT KIRKLIN, ABOUT 2.6 MILES SOUTH OF THE CROSSING OF THE
 LB0543'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT BOYLESTON, ABOUT 150
 LB0543'FEET SOUTHEAST OF A GRAVEL CROSS ROAD, SET IN THE TOP OF THE EAST
 LB0543'END OF THE WEST WING WALL OF A 15 FOOT CONCRETE BRIDGE OVER A
 LB0543'DITCH, 23 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER
 LB0543'LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0830 ***********************************************************************
 MD0830  DESIGNATION -  Y 196 RESET
 MD0830  PID         -  MD0830
 MD0830  STATE/COUNTY-  IN/ALLEN
 MD0830  COUNTRY     -  US
 MD0830  USGS QUAD   -  HUNTERTOWN (2019)
 MD0830
 MD0830                         *CURRENT SURVEY CONTROL
 MD0830  ______________________________________________________________________
 MD0830* NAD 83(1986) POSITION- 41 11 29.     (N) 085 10 02.     (W)   SCALED
 MD0830* NAVD 88 ORTHO HEIGHT -   263.73  (meters)      865.3   (feet) RESET
 MD0830  ______________________________________________________________________
 MD0830  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 MD0830  VERT ORDER      -  THIRD
 MD0830
 MD0830.The horizontal coordinates were scaled from a map and have
 MD0830.an estimated accuracy of +/- 6 seconds.
 MD0830
 MD0830.The orthometric height was computed from unverified reset data.
 MD0830
 MD0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0830.GEOID18 height accuracy estimate available here.
 MD0830
 MD0830.Click photographs - Photos may exist for this station.
 MD0830
 MD0830;                    North         East    Units  Estimated Accuracy
 MD0830;SPC IN E     -   659,930.      141,900.      MT  (+/- 180 meters Scaled)
 MD0830
 MD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL536616(NAD 83)
 MD0830
 MD0830                          SUPERSEDED SURVEY CONTROL
 MD0830
 MD0830  NGVD 29 (??/??/??)  263.88   (m)          865.7    (f) RESET       3  
 MD0830
 MD0830.Superseded values are not recommended for survey control.
 MD0830
 MD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0830.See file dsdata.pdf to determine how the superseded data were derived.
 MD0830
 MD0830_MARKER: DB = BENCH MARK DISK
 MD0830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0830_SP_SET: CULVERT HEADWALL
 MD0830_STAMPING: Y 196 1946 RESET 1962
 MD0830_MARK LOGO: CGS
 MD0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0830+STABILITY: SURFACE MOTION
 MD0830
 MD0830  HISTORY     - Date     Condition        Report By
 MD0830  HISTORY     - 1962     MONUMENTED       CGS
 MD0830  HISTORY     - 1968     GOOD             INHD
 MD0830  HISTORY     - 1969     GOOD             INHD
 MD0830
 MD0830                          STATION DESCRIPTION
 MD0830
 MD0830'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0830'2.6 MI S FROM HUNTERTOWN.
 MD0830'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST
 MD0830'OFFICE AT HUNTERTOWN, AT A CROSS ROAD AT THE ALLEN COUNTY
 MD0830'CHILDRENS HOME, 33 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 MD0830'ROAD LEADING EAST, 16 FEET EAST OF THE CENTER LINE OF THE
 MD0830'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 MD0830'HEADWALL OF A 12 INCH PIPE CULVERT, ABOUT LEVEL WITH THE HIGHWAY,
 MD0830'AND SET IN A DRILL HOLE.  NOTE-- THE CROSSROAD IS CARROLL ROAD
 MD0830'AND STATE ROAD 3.  STEEL WITNESS POST INSTALLED.
 MD0830
 MD0830                          STATION RECOVERY (1969)
 MD0830
 MD0830'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0365 ***********************************************************************
 MD0365  DESIGNATION -  Y 198
 MD0365  PID         -  MD0365
 MD0365  STATE/COUNTY-  IN/DE KALB
 MD0365  COUNTRY     -  US
 MD0365  USGS QUAD   -  SAINT JOE (2019)
 MD0365
 MD0365                         *CURRENT SURVEY CONTROL
 MD0365  ______________________________________________________________________
 MD0365* NAD 83(1986) POSITION- 41 20 29.     (N) 084 53 14.     (W)   SCALED
 MD0365* NAVD 88 ORTHO HEIGHT -   253.961 (meters)      833.20  (feet) ADJUSTED
 MD0365  ______________________________________________________________________
 MD0365  GEOID HEIGHT    -        -33.358 (meters)                     GEOID18
 MD0365  DYNAMIC HEIGHT  -        253.861 (meters)      832.88  (feet) COMP
 MD0365  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 MD0365
 MD0365  VERT ORDER      -  SECOND    CLASS 0
 MD0365
 MD0365.The horizontal coordinates were scaled from a map and have
 MD0365.an estimated accuracy of +/- 6 seconds.
 MD0365
 MD0365.The orthometric height was determined by differential leveling and
 MD0365.adjusted by the NATIONAL GEODETIC SURVEY
 MD0365.in June 1991.
 MD0365
 MD0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0365.GEOID18 height accuracy estimate available here.
 MD0365
 MD0365.Click photographs - Photos may exist for this station.
 MD0365
 MD0365.The dynamic height is computed by dividing the NAVD 88
 MD0365.geopotential number by the normal gravity value computed on the
 MD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0365.degrees latitude (g = 980.6199 gals.).
 MD0365
 MD0365.The modeled gravity was interpolated from observed gravity values.
 MD0365
 MD0365;                    North         East    Units  Estimated Accuracy
 MD0365;SPC IN E     -   676,760.      165,240.      MT  (+/- 180 meters Scaled)
 MD0365
 MD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL767788(NAD 83)
 MD0365
 MD0365                          SUPERSEDED SURVEY CONTROL
 MD0365
 MD0365  NGVD 29 (??/??/92)  254.108  (m)          833.69   (f) ADJ UNCH    2 0
 MD0365
 MD0365.Superseded values are not recommended for survey control.
 MD0365
 MD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0365.See file dsdata.pdf to determine how the superseded data were derived.
 MD0365
 MD0365_MARKER: DB = BENCH MARK DISK
 MD0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0365_STAMPING: Y 198 1946
 MD0365_MARK LOGO: CGS
 MD0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0365+STABILITY: SURFACE MOTION
 MD0365
 MD0365  HISTORY     - Date     Condition        Report By
 MD0365  HISTORY     - 1946     MONUMENTED       CGS
 MD0365  HISTORY     - 1968     GOOD             INHD
 MD0365
 MD0365                          STATION DESCRIPTION
 MD0365
 MD0365'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0365'2.6 MI NE FROM ST JOE.
 MD0365'ABOUT 2.6 MILES NORTHEAST ALONG S.R. 1 FROM THE MAIN CORNER AT THE
 MD0365'POST OFFICE AT ST. JOE, AT A GRAVEL CROSSROAD, 68 FT. EAST OF
 MD0365'THE CENTERLINE OF THE HIGHWAY, 68 FT. SOUTHEAST AND ACROSS THE
 MD0365'ROAD FROM PWP. 17 FT. SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 MD0365'1.9 FT. LOWER THAN SAME, 1 FT. NORTH OF A FENCE LINE, AND 1.7
 MD0365'FT. WEST OF A STEEL WITNESS POST, AND PROJECTING 0.3 FT. ABOVE
 MD0365'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0515 ***********************************************************************
 MD0515  DESIGNATION -  Y 199 RESET
 MD0515  PID         -  MD0515
 MD0515  STATE/COUNTY-  IN/ALLEN
 MD0515  COUNTRY     -  US
 MD0515  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0515
 MD0515                         *CURRENT SURVEY CONTROL
 MD0515  ______________________________________________________________________
 MD0515* NAD 83(1986) POSITION- 41 12 45.     (N) 084 49 53.     (W)   SCALED
 MD0515* NAVD 88 ORTHO HEIGHT -   228.28  (meters)      748.9   (feet) RESET
 MD0515  ______________________________________________________________________
 MD0515  GEOID HEIGHT    -        -33.378 (meters)                     GEOID18
 MD0515  VERT ORDER      -  THIRD
 MD0515
 MD0515.The horizontal coordinates were scaled from a map and have
 MD0515.an estimated accuracy of +/- 6 seconds.
 MD0515
 MD0515.The orthometric height was computed from unverified reset data.
 MD0515
 MD0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0515.GEOID18 height accuracy estimate available here.
 MD0515
 MD0515.Click photographs - Photos may exist for this station.
 MD0515
 MD0515;                    North         East    Units  Estimated Accuracy
 MD0515;SPC IN E     -   662,490.      170,050.      MT  (+/- 180 meters Scaled)
 MD0515
 MD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL818646(NAD 83)
 MD0515
 MD0515                          SUPERSEDED SURVEY CONTROL
 MD0515
 MD0515.No superseded survey control is available for this station.
 MD0515
 MD0515_MARKER: DB = BENCH MARK DISK
 MD0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0515_SP_SET: BRIDGE
 MD0515_STAMPING: Y 199 RESET 1971
 MD0515_MARK LOGO: CGS
 MD0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0515
 MD0515  HISTORY     - Date     Condition        Report By
 MD0515  HISTORY     - 1971     MONUMENTED       IN-003
 MD0515
 MD0515                          STATION DESCRIPTION
 MD0515
 MD0515'DESCRIBED BY ALLEN COUNTY INDIANA 1971
 MD0515'5.7 MI E FROM HARLAN.
 MD0515'ABOUT 2.9 MILES EAST ALONG ANTWERP ROAD FROM ITS OBLIQUE
 MD0515'INTERSECTION WITH STATE HIGHWAY 37 AT HARLAN, THENCE 1 MILE
 MD0515'NORTH, THENCE 1.8 MILES EAST TO THE SKEWED T-JUNCTION OF SCIPIO
 MD0515'AND KNOUSE ROADS, ABOUT 162.5 FEET NORTH-NORTHWEST OF THE
 MD0515'INTERSECTION, 16 FEET WEST-SOUTHWEST OF THE CENTER LINE OF SCIPIO
 MD0515'ROAD, 1 FOOT ABOVE THE CENTER LINE OF THE ROAD AND SET IN THE
 MD0515'TOP OF THE NORTHWEST WINGWALL OF A 68 FOOT - 3 -SPAN CONCRETE
 MD0515'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1070 ***********************************************************************
 MD1070  DESIGNATION -  Y 20
 MD1070  PID         -  MD1070
 MD1070  STATE/COUNTY-  IN/NOBLE
 MD1070  COUNTRY     -  US
 MD1070  USGS QUAD   -  LIGONIER (2019)
 MD1070
 MD1070                         *CURRENT SURVEY CONTROL
 MD1070  ______________________________________________________________________
 MD1070* NAD 83(1986) POSITION- 41 28 04.     (N) 085 35 11.     (W)   SCALED
 MD1070* NAVD 88 ORTHO HEIGHT -   272.475 (meters)      893.95  (feet) ADJUSTED
 MD1070  ______________________________________________________________________
 MD1070  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 MD1070  DYNAMIC HEIGHT  -        272.363 (meters)      893.58  (feet) COMP
 MD1070  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 MD1070
 MD1070  VERT ORDER      -  SECOND    CLASS 0
 MD1070
 MD1070.The horizontal coordinates were scaled from a map and have
 MD1070.an estimated accuracy of +/- 6 seconds.
 MD1070
 MD1070.The orthometric height was determined by differential leveling and
 MD1070.adjusted by the NATIONAL GEODETIC SURVEY
 MD1070.in June 1991.
 MD1070
 MD1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1070.GEOID18 height accuracy estimate available here.
 MD1070
 MD1070.Click photographs - Photos may exist for this station.
 MD1070
 MD1070.The dynamic height is computed by dividing the NAVD 88
 MD1070.geopotential number by the normal gravity value computed on the
 MD1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1070.degrees latitude (g = 980.6199 gals.).
 MD1070
 MD1070.The modeled gravity was interpolated from observed gravity values.
 MD1070
 MD1070;                    North         East    Units  Estimated Accuracy
 MD1070;SPC IN E     -   690,510.      106,710.      MT  (+/- 180 meters Scaled)
 MD1070
 MD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL180916(NAD 83)
 MD1070
 MD1070                          SUPERSEDED SURVEY CONTROL
 MD1070
 MD1070  NGVD 29 (??/??/92)  272.60   (m)          894.4    (f) COMPUTED    2 0
 MD1070
 MD1070.Superseded values are not recommended for survey control.
 MD1070
 MD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1070.See file dsdata.pdf to determine how the superseded data were derived.
 MD1070
 MD1070_MARKER: DB = BENCH MARK DISK
 MD1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1070_STAMPING: Y 20 1934
 MD1070_MARK LOGO: CGS
 MD1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1070+STABILITY: SURFACE MOTION
 MD1070
 MD1070  HISTORY     - Date     Condition        Report By
 MD1070  HISTORY     - 1934     MONUMENTED       CGS
 MD1070  HISTORY     - 1946     GOOD             CGS
 MD1070
 MD1070                          STATION DESCRIPTION
 MD1070
 MD1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1070'AT LIGONIER.
 MD1070'ON THE MAIN LINE OF THE NEW YORK CENTRAL RAILROAD.  31 YARDS
 MD1070'NORTH OF THE NORTHWEST CORNER OF THE STATION.  104 YARDS EAST OF
 MD1070'THE EAST SIDE OF THE RAILROAD BRIDGE OVER A CITY STREET.  2.5
 MD1070'YARDS WEST OF THE CORNER OF THE RIGHT OF WAY FENCE.  7.5 YARDS
 MD1070'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT.  5 YARDS EAST OF A
 MD1070'TELEGRAPH POLE.  ON A LEVEL WITH THE TOP OF THE RAIL.  SET ON
 MD1070'TOP OF A CONCRETE POST.
 MD1070
 MD1070                          STATION RECOVERY (1946)
 MD1070
 MD1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0482 ***********************************************************************
 MD0482  DESIGNATION -  Y 200
 MD0482  PID         -  MD0482
 MD0482  STATE/COUNTY-  IN/ALLEN
 MD0482  COUNTRY     -  US
 MD0482  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0482
 MD0482                         *CURRENT SURVEY CONTROL
 MD0482  ______________________________________________________________________
 MD0482* NAD 83(1986) POSITION- 41 13 08.1    (N) 084 51 54.5    (W)   HD_HELD2
 MD0482* NAVD 88 ORTHO HEIGHT -   232.479 (meters)      762.72  (feet) ADJUSTED
 MD0482  ______________________________________________________________________
 MD0482  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 MD0482  DYNAMIC HEIGHT  -        232.387 (meters)      762.42  (feet) COMP
 MD0482  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 MD0482
 MD0482  VERT ORDER      -  SECOND    CLASS 0
 MD0482
 MD0482.The horizontal coordinates were established by autonomous hand held GPS
 MD0482.observations and have an estimated accuracy of +/- 10 meters.
 MD0482
 MD0482.The orthometric height was determined by differential leveling and
 MD0482.adjusted by the NATIONAL GEODETIC SURVEY
 MD0482.in June 1991.
 MD0482
 MD0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0482.GEOID18 height accuracy estimate available here.
 MD0482
 MD0482.Click photographs - Photos may exist for this station.
 MD0482
 MD0482.The dynamic height is computed by dividing the NAVD 88
 MD0482.geopotential number by the normal gravity value computed on the
 MD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0482.degrees latitude (g = 980.6199 gals.).
 MD0482
 MD0482.The modeled gravity was interpolated from observed gravity values.
 MD0482
 MD0482;                    North         East    Units  Estimated Accuracy
 MD0482;SPC IN E     -   663,179.      167,211.      MT  (+/- 10 meters HH2 GPS)
 MD0482
 MD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7895565256(NAD 83)
 MD0482
 MD0482                          SUPERSEDED SURVEY CONTROL
 MD0482
 MD0482  NGVD 29 (??/??/92)  232.632  (m)          763.23   (f) ADJ UNCH    2 0
 MD0482
 MD0482.Superseded values are not recommended for survey control.
 MD0482
 MD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0482.See file dsdata.pdf to determine how the superseded data were derived.
 MD0482
 MD0482_MARKER: DB = BENCH MARK DISK
 MD0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0482_STAMPING: Y 200 1946
 MD0482_MARK LOGO: CGS
 MD0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0482+STABILITY: SURFACE MOTION
 MD0482
 MD0482  HISTORY     - Date     Condition        Report By
 MD0482  HISTORY     - 1946     MONUMENTED       CGS
 MD0482  HISTORY     - 1962     GOOD             CGS
 MD0482  HISTORY     - 1969     GOOD             INHD
 MD0482
 MD0482                          STATION DESCRIPTION
 MD0482
 MD0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0482'4.3 MI NE FROM HARLAN.
 MD0482'ABOUT 2.8 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0482'WITH NO. 1 INDIANA HWY. IN HARLAN, THENCE 1.5 MILES N ALONG
 MD0482'NO. 101 INDIANA HWY. TO THE MARK ON THE RIGHT, 37 FEET N OF CENTER
 MD0482'LINE OF GRAVELED WORDEN ROAD, 40 FEET E OF CENTER LINE OF
 MD0482'THE HWY, PAVEMENT 0.2 FOOT LOWER THAN SAME, ONE FOOT W OF FENCE,
 MD0482'1.7 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE
 MD0482'GROUND.  IT IS ALSO 0.9 MILE S ALONG NO. 101 HWY. FROM ITS
 MD0482'INTERSECTION WITH NO. 37 INDIANA HWY. AT THE GEORGETOWN
 MD0482'CROSSROADS.
 MD0482
 MD0482                          STATION RECOVERY (1969)
 MD0482
 MD0482'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0777 ***********************************************************************
 MD0777  DESIGNATION -  Y 201
 MD0777  PID         -  MD0777
 MD0777  STATE/COUNTY-  IN/ALLEN
 MD0777  COUNTRY     -  US
 MD0777  USGS QUAD   -  CEDARVILLE (2019)
 MD0777
 MD0777                         *CURRENT SURVEY CONTROL
 MD0777  ______________________________________________________________________
 MD0777* NAD 83(1986) POSITION- 41 09 53.     (N) 085 01 31.     (W)   SCALED
 MD0777* NAVD 88 ORTHO HEIGHT -   246.455 (meters)      808.58  (feet) ADJUSTED
 MD0777  ______________________________________________________________________
 MD0777  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 MD0777  DYNAMIC HEIGHT  -        246.356 (meters)      808.25  (feet) COMP
 MD0777  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 MD0777
 MD0777  VERT ORDER      -  SECOND    CLASS 0
 MD0777
 MD0777.The horizontal coordinates were scaled from a map and have
 MD0777.an estimated accuracy of +/- 6 seconds.
 MD0777
 MD0777.The orthometric height was determined by differential leveling and
 MD0777.adjusted by the NATIONAL GEODETIC SURVEY
 MD0777.in June 1991.
 MD0777
 MD0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0777.GEOID18 height accuracy estimate available here.
 MD0777
 MD0777.Click photographs - Photos may exist for this station.
 MD0777
 MD0777.The dynamic height is computed by dividing the NAVD 88
 MD0777.geopotential number by the normal gravity value computed on the
 MD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0777.degrees latitude (g = 980.6199 gals.).
 MD0777
 MD0777.The modeled gravity was interpolated from observed gravity values.
 MD0777
 MD0777;                    North         East    Units  Estimated Accuracy
 MD0777;SPC IN E     -   657,050.      153,830.      MT  (+/- 180 meters Scaled)
 MD0777
 MD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL656589(NAD 83)
 MD0777
 MD0777                          SUPERSEDED SURVEY CONTROL
 MD0777
 MD0777  NGVD 29 (??/??/92)  246.610  (m)          809.09   (f) ADJ UNCH    2 0
 MD0777
 MD0777.Superseded values are not recommended for survey control.
 MD0777
 MD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0777.See file dsdata.pdf to determine how the superseded data were derived.
 MD0777
 MD0777_MARKER: DB = BENCH MARK DISK
 MD0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0777_STAMPING: Y 201 1946
 MD0777_MARK LOGO: CGS
 MD0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0777+STABILITY: SURFACE MOTION
 MD0777
 MD0777  HISTORY     - Date     Condition        Report By
 MD0777  HISTORY     - 1946     MONUMENTED       CGS
 MD0777  HISTORY     - 1961     GOOD             CGS
 MD0777  HISTORY     - 20100303 MARK NOT FOUND   FOXCON
 MD0777
 MD0777                          STATION DESCRIPTION
 MD0777
 MD0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0777'3.1 MI S FROM CEDARVILLE.
 MD0777'ABOUT 0.1 MILE E ALONG NO. 1 INDIANA HIGHWAY FROM THE BRIDGE OVER
 MD0777'CEDAR CREEK AT CEDARVILLE, THENCE 0.7 MILE S ON HALTER ROAD
 MD0777'WHICH CROSSES OVER ST. JOE RIVER, THENCE 0.7 MILE SW ALONG ST.
 MD0777'JOE ROAD (OR STREET ON SOME PRESENT SIGNS), THENCE 1.6 MILES SE
 MD0777'AND S ALONG WHEELOCK ROAD TO FLUTTER ROAD AND THE MARK, 98 FEET
 MD0777'S OF CENTER LINE OF ONE ROAD, 18 FEET E OF CENTER LINE OF OTHER,
 MD0777'0.3 FOOT LOWER THAN OTHER, ONE FOOT W OF FENCE, 1.6 FEET N OF
 MD0777'STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 MD0777
 MD0777                          STATION RECOVERY (2010)
 MD0777
 MD0777'RECOVERY NOTE BY FOX CONTRACTORS 2010 (DB)
 MD0777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1769 ***********************************************************************
 LA1769  DESIGNATION -  Y 202
 LA1769  PID         -  LA1769
 LA1769  STATE/COUNTY-  IN/GRANT
 LA1769  COUNTRY     -  US
 LA1769  USGS QUAD   -  VAN BUREN (2019)
 LA1769
 LA1769                         *CURRENT SURVEY CONTROL
 LA1769  ______________________________________________________________________
 LA1769* NAD 83(1986) POSITION- 40 35 44.     (N) 085 30 17.     (W)   SCALED
 LA1769* NAVD 88 ORTHO HEIGHT -   258.411 (meters)      847.80  (feet) ADJUSTED
 LA1769  ______________________________________________________________________
 LA1769  GEOID HEIGHT    -        -34.246 (meters)                     GEOID18
 LA1769  DYNAMIC HEIGHT  -        258.280 (meters)      847.37  (feet) COMP
 LA1769  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 LA1769
 LA1769  VERT ORDER      -  SECOND    CLASS 0
 LA1769
 LA1769.The horizontal coordinates were scaled from a map and have
 LA1769.an estimated accuracy of +/- 6 seconds.
 LA1769
 LA1769.The orthometric height was determined by differential leveling and
 LA1769.adjusted by the NATIONAL GEODETIC SURVEY
 LA1769.in June 1991.
 LA1769
 LA1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1769.GEOID18 height accuracy estimate available here.
 LA1769
 LA1769.Click photographs - Photos may exist for this station.
 LA1769
 LA1769.The dynamic height is computed by dividing the NAVD 88
 LA1769.geopotential number by the normal gravity value computed on the
 LA1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1769.degrees latitude (g = 980.6199 gals.).
 LA1769
 LA1769.The modeled gravity was interpolated from observed gravity values.
 LA1769
 LA1769;                    North         East    Units  Estimated Accuracy
 LA1769;SPC IN E     -   593,660.      113,710.      MT  (+/- 180 meters Scaled)
 LA1769
 LA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK265949(NAD 83)
 LA1769
 LA1769                          SUPERSEDED SURVEY CONTROL
 LA1769
 LA1769  NGVD 29 (??/??/92)  258.541  (m)          848.23   (f) ADJ UNCH    2 0
 LA1769
 LA1769.Superseded values are not recommended for survey control.
 LA1769
 LA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1769.See file dsdata.pdf to determine how the superseded data were derived.
 LA1769
 LA1769_MARKER: DB = BENCH MARK DISK
 LA1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1769_STAMPING: Y 202 1946
 LA1769_MARK LOGO: CGS
 LA1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1769+STABILITY: SURFACE MOTION
 LA1769
 LA1769  HISTORY     - Date     Condition        Report By
 LA1769  HISTORY     - 1946     MONUMENTED       CGS
 LA1769  HISTORY     - 1965     GOOD             CGS
 LA1769
 LA1769                          STATION DESCRIPTION
 LA1769
 LA1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1769'1.3 MI S FROM VAN BUREN.
 LA1769'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE VAN BUREN
 LA1769'TOWNSHIP SCHOOL AT VAN BUREN, AT A GRAVEL CROSS ROAD, 82 FEET
 LA1769'WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET WEST OF A FENCE
 LA1769'CORNER, 49 FEET WEST OF A DOUBLE TELEPHONE POLE, 18 FEET NORTH
 LA1769'OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A FENCE
 LA1769'LINE, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A
 LA1769'CONCRETE POST PROJECTING 3 INCHES.
 LA1769
 LA1769                          STATION RECOVERY (1965)
 LA1769
 LA1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1733 ***********************************************************************
 LA1733  DESIGNATION -  Y 203
 LA1733  PID         -  LA1733
 LA1733  STATE/COUNTY-  IN/HUNTINGTON
 LA1733  COUNTRY     -  US
 LA1733  USGS QUAD   -  MOUNT ETNA (2019)
 LA1733
 LA1733                         *CURRENT SURVEY CONTROL
 LA1733  ______________________________________________________________________
 LA1733* NAD 83(1986) POSITION- 40 41 06.     (N) 085 37 12.     (W)   SCALED
 LA1733* NAVD 88 ORTHO HEIGHT -   262.511 (meters)      861.25  (feet) ADJUSTED
 LA1733  ______________________________________________________________________
 LA1733  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 LA1733  DYNAMIC HEIGHT  -        262.381 (meters)      860.83  (feet) COMP
 LA1733  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 LA1733
 LA1733  VERT ORDER      -  SECOND    CLASS 0
 LA1733
 LA1733.The horizontal coordinates were scaled from a map and have
 LA1733.an estimated accuracy of +/- 6 seconds.
 LA1733
 LA1733.The orthometric height was determined by differential leveling and
 LA1733.adjusted by the NATIONAL GEODETIC SURVEY
 LA1733.in June 1991.
 LA1733
 LA1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1733.GEOID18 height accuracy estimate available here.
 LA1733
 LA1733.Click photographs - Photos may exist for this station.
 LA1733
 LA1733.The dynamic height is computed by dividing the NAVD 88
 LA1733.geopotential number by the normal gravity value computed on the
 LA1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1733.degrees latitude (g = 980.6199 gals.).
 LA1733
 LA1733.The modeled gravity was interpolated from observed gravity values.
 LA1733
 LA1733;                    North         East    Units  Estimated Accuracy
 LA1733;SPC IN E     -   603,580.      103,950.      MT  (+/- 180 meters Scaled)
 LA1733
 LA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL166047(NAD 83)
 LA1733
 LA1733                          SUPERSEDED SURVEY CONTROL
 LA1733
 LA1733  NGVD 29 (??/??/92)  262.638  (m)          861.67   (f) ADJ UNCH    2 0
 LA1733
 LA1733.Superseded values are not recommended for survey control.
 LA1733
 LA1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1733.See file dsdata.pdf to determine how the superseded data were derived.
 LA1733
 LA1733_MARKER: DB = BENCH MARK DISK
 LA1733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1733_SP_SET: CULVERT HEADWALL
 LA1733_STAMPING: Y 203 1946
 LA1733_MARK LOGO: CGS
 LA1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1733+STABILITY: SURFACE MOTION
 LA1733
 LA1733  HISTORY     - Date     Condition        Report By
 LA1733  HISTORY     - 1946     MONUMENTED       CGS
 LA1733
 LA1733                          STATION DESCRIPTION
 LA1733
 LA1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1733'0.8 MI S FROM BANQUO.
 LA1733'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL AT
 LA1733'BANQUO, 0.2 MILE NORTH OF A CROSS ROAD, SET IN THE TOP OF THE
 LA1733'NORTH END OF THE WEST HEAD WALL OF A 6 FOOT CONCRETE CULVERT,
 LA1733'14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH
 LA1733'OF THE NORTH END OF THE HEAD WALL, AND ABOUT 2.0 FEET ABOVE THE
 LA1733'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1393 ***********************************************************************
 LA1393  DESIGNATION -  Y 204
 LA1393  PID         -  LA1393
 LA1393  STATE/COUNTY-  IN/TIPTON
 LA1393  COUNTRY     -  US
 LA1393  USGS QUAD   -  WINDFALL (2019)
 LA1393
 LA1393                         *CURRENT SURVEY CONTROL
 LA1393  ______________________________________________________________________
 LA1393* NAD 83(1986) POSITION- 40 18 07.     (N) 085 57 26.     (W)   SCALED
 LA1393* NAVD 88 ORTHO HEIGHT -   264.960 (meters)      869.29  (feet) ADJUSTED
 LA1393  ______________________________________________________________________
 LA1393  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 LA1393  DYNAMIC HEIGHT  -        264.819 (meters)      868.83  (feet) COMP
 LA1393  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 LA1393
 LA1393  VERT ORDER      -  SECOND    CLASS 0
 LA1393
 LA1393.The horizontal coordinates were scaled from a map and have
 LA1393.an estimated accuracy of +/- 6 seconds.
 LA1393
 LA1393.The orthometric height was determined by differential leveling and
 LA1393.adjusted by the NATIONAL GEODETIC SURVEY
 LA1393.in June 1991.
 LA1393
 LA1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1393.GEOID18 height accuracy estimate available here.
 LA1393
 LA1393.Click photographs - Photos may exist for this station.
 LA1393
 LA1393.The dynamic height is computed by dividing the NAVD 88
 LA1393.geopotential number by the normal gravity value computed on the
 LA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1393.degrees latitude (g = 980.6199 gals.).
 LA1393
 LA1393.The modeled gravity was interpolated from observed gravity values.
 LA1393
 LA1393;                    North         East    Units  Estimated Accuracy
 LA1393;SPC IN E     -   561,080.       75,300.      MT  (+/- 180 meters Scaled)
 LA1393
 LA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886617(NAD 83)
 LA1393
 LA1393                          SUPERSEDED SURVEY CONTROL
 LA1393
 LA1393  NGVD 29 (??/??/92)  265.085  (m)          869.70   (f) ADJ UNCH    2 0
 LA1393
 LA1393.Superseded values are not recommended for survey control.
 LA1393
 LA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1393.See file dsdata.pdf to determine how the superseded data were derived.
 LA1393
 LA1393_MARKER: DB = BENCH MARK DISK
 LA1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1393_STAMPING: Y 204 1946
 LA1393_MARK LOGO: CGS
 LA1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1393+STABILITY: SURFACE MOTION
 LA1393
 LA1393  HISTORY     - Date     Condition        Report By
 LA1393  HISTORY     - 1946     MONUMENTED       CGS
 LA1393
 LA1393                          STATION DESCRIPTION
 LA1393
 LA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1393'4.3 MI S FROM WINDFALL.
 LA1393'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 213 FROM THE MAIN
 LA1393'CROSS ROAD AT WINDFALL, ABOUT 0.3 MILE SOUTH OF A GRAVEL CROSS
 LA1393'ROAD, AT THE APPROXIMATE TOP OF A GRADE, 249 FEET NORTH OF A
 LA1393'HIGHWAY RIGHT-OF-WAY MARKER, 159 FEET NORTH WEST AND ACROSS
 LA1393'THE HIGHWAY FROM THE NORTHERN MOST OF 3 WALNUT TREES ON THE
 LA1393'HIGHWAY RIGHT-OF-WAY, 40 FEET WEST OF THE CENTER LINE OF THE
 LA1393'HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1.5
 LA1393'FEET BELOW THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST
 LA1393'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 LA1393'CROSSROADS AT HOBBS BY GOING ABOUT 0.55 MILE WEST ALONG STATE
 LA1393'HIGHWAY 28, THENCE ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY
 LA1393'213.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0347 ***********************************************************************
 LB0347  DESIGNATION -  Y 205
 LB0347  PID         -  LB0347
 LB0347  STATE/COUNTY-  IN/HOWARD
 LB0347  COUNTRY     -  US
 LB0347  USGS QUAD   -  KOKOMO WEST (2019)
 LB0347
 LB0347                         *CURRENT SURVEY CONTROL
 LB0347  ______________________________________________________________________
 LB0347* NAD 83(1986) POSITION- 40 24 17.     (N) 086 07 37.     (W)   SCALED
 LB0347* NAVD 88 ORTHO HEIGHT -   264.763 (meters)      868.64  (feet) ADJUSTED
 LB0347  ______________________________________________________________________
 LB0347  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 LB0347  DYNAMIC HEIGHT  -        264.622 (meters)      868.18  (feet) COMP
 LB0347  MODELED GRAVITY -    980,090.0   (mgal)                       NAVD 88
 LB0347
 LB0347  VERT ORDER      -  SECOND    CLASS 0
 LB0347
 LB0347.The horizontal coordinates were scaled from a map and have
 LB0347.an estimated accuracy of +/- 6 seconds.
 LB0347
 LB0347.The orthometric height was determined by differential leveling and
 LB0347.adjusted by the NATIONAL GEODETIC SURVEY
 LB0347.in June 1991.
 LB0347
 LB0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0347.GEOID18 height accuracy estimate available here.
 LB0347
 LB0347.Click photographs - Photos may exist for this station.
 LB0347
 LB0347.The dynamic height is computed by dividing the NAVD 88
 LB0347.geopotential number by the normal gravity value computed on the
 LB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0347.degrees latitude (g = 980.6199 gals.).
 LB0347
 LB0347.The modeled gravity was interpolated from observed gravity values.
 LB0347
 LB0347;                    North         East    Units  Estimated Accuracy
 LB0347;SPC IN E     -   572,560.       60,930.      MT  (+/- 180 meters Scaled)
 LB0347
 LB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740730(NAD 83)
 LB0347
 LB0347                          SUPERSEDED SURVEY CONTROL
 LB0347
 LB0347  NGVD 29 (??/??/92)  264.88   (m)          869.0    (f) COMPUTED    2 0
 LB0347
 LB0347.Superseded values are not recommended for survey control.
 LB0347
 LB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0347.See file dsdata.pdf to determine how the superseded data were derived.
 LB0347
 LB0347_MARKER: DB = BENCH MARK DISK
 LB0347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0347_SP_SET: PIPE CULVERT HEADWALL
 LB0347_STAMPING: Y 205 1946
 LB0347_MARK LOGO: CGS
 LB0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0347+STABILITY: SURFACE MOTION
 LB0347
 LB0347  HISTORY     - Date     Condition        Report By
 LB0347  HISTORY     - 1946     MONUMENTED       CGS
 LB0347
 LB0347                          STATION DESCRIPTION
 LB0347
 LB0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0347'5.8 MI S FROM KOKOMO.
 LB0347'ABOUT 5.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0347'AT KOKOMO, ABOUT 1 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 LB0347'26, AT A CROSS ROAD AND THE HOWARD-TIPTON COUNTY LINE, ACROSS
 LB0347'THE HIGHWAY FROM MAX ROSES FARM, 145 FEET NORTH OF THE CENTER
 LB0347'LINE OF THE CROSS ROAD, 21.5 FEET EAST OF THE CENTER LINE OF THE
 LB0347'HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LB0347'HEAD WALL OF A 20 INCH PIPE CULVERT, AND ABOUT 0.5 FOOT BELOW
 LB0347'THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0348 ***********************************************************************
 LB0348  DESIGNATION -  Y 205 RESET
 LB0348  PID         -  LB0348
 LB0348  STATE/COUNTY-  IN/TIPTON
 LB0348  COUNTRY     -  US
 LB0348  USGS QUAD   -  KOKOMO WEST (2019)
 LB0348
 LB0348                         *CURRENT SURVEY CONTROL
 LB0348  ______________________________________________________________________
 LB0348* NAD 83(1986) POSITION- 40 24 15.     (N) 086 07 37.     (W)   SCALED
 LB0348* NAVD 88 ORTHO HEIGHT -   264.93  (meters)      869.2   (feet) RESET
 LB0348  ______________________________________________________________________
 LB0348  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 LB0348  VERT ORDER      -  THIRD
 LB0348
 LB0348.The horizontal coordinates were scaled from a map and have
 LB0348.an estimated accuracy of +/- 6 seconds.
 LB0348
 LB0348.The orthometric height was computed from unverified reset data.
 LB0348
 LB0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0348.GEOID18 height accuracy estimate available here.
 LB0348
 LB0348.Click photographs - Photos may exist for this station.
 LB0348
 LB0348;                    North         East    Units  Estimated Accuracy
 LB0348;SPC IN E     -   572,500.       60,930.      MT  (+/- 180 meters Scaled)
 LB0348
 LB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740729(NAD 83)
 LB0348
 LB0348                          SUPERSEDED SURVEY CONTROL
 LB0348
 LB0348.No superseded survey control is available for this station.
 LB0348
 LB0348_MARKER: DB = BENCH MARK DISK
 LB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0348_STAMPING: Y 205 RESET 1951
 LB0348_MARK LOGO: CGS
 LB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0348+STABILITY: SURFACE MOTION
 LB0348
 LB0348  HISTORY     - Date     Condition        Report By
 LB0348  HISTORY     - 1951     MONUMENTED       INHD
 LB0348  HISTORY     - 1954     GOOD             CGS
 LB0348
 LB0348                          STATION DESCRIPTION
 LB0348
 LB0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB0348'5.8 MI S FROM KOKOMO.
 LB0348'IN TIPTON COUNTY, 5.8 MILES SOUTH ALONG WASHINGTON STREET, A COUNTY
 LB0348'ROAD AND U.S. HIGHWAY 31 FROM THE CITY BUILDING AT KOKOMO,
 LB0348'HOWARD COUNTY, 1.0 MILE SOUTH OF THE INTERSECTION OF STATE
 LB0348'HIGHWAY 26, AT A ROAD INTERSECTION AT THE HOWARD-TIPTON COUNTY
 LB0348'LINE, ACROSS THE INTERSECTION FROM THE MAX ROSE FARM, 80 FEET
 LB0348'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 47 FEET SOUTH OF THE
 LB0348'CENTERLINE OF THE CROSS ROAD.  A STANDARD DISK, STAMPED Y 205 RESET
 LB0348'1951 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LB0348'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0456 ***********************************************************************
 LB0456  DESIGNATION -  Y 207
 LB0456  PID         -  LB0456
 LB0456  STATE/COUNTY-  IN/CLINTON
 LB0456  COUNTRY     -  US
 LB0456  USGS QUAD   -  HILLISBURG (2019)
 LB0456
 LB0456                         *CURRENT SURVEY CONTROL
 LB0456  ______________________________________________________________________
 LB0456* NAD 83(1986) POSITION- 40 22 25.     (N) 086 16 16.     (W)   SCALED
 LB0456* NAVD 88 ORTHO HEIGHT -   270.119 (meters)      886.22  (feet) ADJUSTED
 LB0456  ______________________________________________________________________
 LB0456  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 LB0456  DYNAMIC HEIGHT  -        269.975 (meters)      885.74  (feet) COMP
 LB0456  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 LB0456
 LB0456  VERT ORDER      -  SECOND    CLASS 0
 LB0456
 LB0456.The horizontal coordinates were scaled from a map and have
 LB0456.an estimated accuracy of +/- 6 seconds.
 LB0456
 LB0456.The orthometric height was determined by differential leveling and
 LB0456.adjusted by the NATIONAL GEODETIC SURVEY
 LB0456.in June 1991.
 LB0456
 LB0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0456.GEOID18 height accuracy estimate available here.
 LB0456
 LB0456.Click photographs - Photos may exist for this station.
 LB0456
 LB0456.The dynamic height is computed by dividing the NAVD 88
 LB0456.geopotential number by the normal gravity value computed on the
 LB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0456.degrees latitude (g = 980.6199 gals.).
 LB0456
 LB0456.The modeled gravity was interpolated from observed gravity values.
 LB0456
 LB0456;                    North         East    Units  Estimated Accuracy
 LB0456;SPC IN W     -   569,320.      968,980.      MT  (+/- 180 meters Scaled)
 LB0456
 LB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK618694(NAD 83)
 LB0456
 LB0456                          SUPERSEDED SURVEY CONTROL
 LB0456
 LB0456  NGVD 29 (??/??/92)  270.230  (m)          886.58   (f) ADJ UNCH    2 0
 LB0456
 LB0456.Superseded values are not recommended for survey control.
 LB0456
 LB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0456.See file dsdata.pdf to determine how the superseded data were derived.
 LB0456
 LB0456_MARKER: DB = BENCH MARK DISK
 LB0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0456_STAMPING: Y 207 1946
 LB0456_MARK LOGO: CGS
 LB0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0456+STABILITY: SURFACE MOTION
 LB0456
 LB0456  HISTORY     - Date     Condition        Report By
 LB0456  HISTORY     - 1946     MONUMENTED       CGS
 LB0456
 LB0456                          STATION DESCRIPTION
 LB0456
 LB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0456'3.2 MI E FROM FOREST.
 LB0456'ABOUT 3.2 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE
 LB0456'AT FOREST, SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 LB0456'A NORTH-SOUTH ROAD, 28 FEET WEST OF THE CENTER LINE OF THE
 LB0456'NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE
 LB0456'EAST-WEST ROAD, 4 FEET WEST OF A TELEPHONE POLE, 3.5 FEET EAST
 LB0456'OF A TELEPHONE BRACE POLE, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 LB0456'FENCE, ABOUT 0.5 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP
 LB0456'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1569 ***********************************************************************
 LA1569  DESIGNATION -  Y 208
 LA1569  PID         -  LA1569
 LA1569  STATE/COUNTY-  IN/MADISON
 LA1569  COUNTRY     -  US
 LA1569  USGS QUAD   -  ELWOOD (2019)
 LA1569
 LA1569                         *CURRENT SURVEY CONTROL
 LA1569  ______________________________________________________________________
 LA1569* NAD 83(1986) POSITION- 40 21 51.     (N) 085 51 43.     (W)   SCALED
 LA1569* NAVD 88 ORTHO HEIGHT -   265.077 (meters)      869.67  (feet) ADJUSTED
 LA1569  ______________________________________________________________________
 LA1569  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 LA1569  DYNAMIC HEIGHT  -        264.938 (meters)      869.22  (feet) COMP
 LA1569  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 LA1569
 LA1569  VERT ORDER      -  SECOND    CLASS 0
 LA1569
 LA1569.The horizontal coordinates were scaled from a map and have
 LA1569.an estimated accuracy of +/- 6 seconds.
 LA1569
 LA1569.The orthometric height was determined by differential leveling and
 LA1569.adjusted by the NATIONAL GEODETIC SURVEY
 LA1569.in June 1991.
 LA1569
 LA1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1569.GEOID18 height accuracy estimate available here.
 LA1569
 LA1569.Click photographs - Photos may exist for this station.
 LA1569
 LA1569.The dynamic height is computed by dividing the NAVD 88
 LA1569.geopotential number by the normal gravity value computed on the
 LA1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1569.degrees latitude (g = 980.6199 gals.).
 LA1569
 LA1569.The modeled gravity was interpolated from observed gravity values.
 LA1569
 LA1569;                    North         East    Units  Estimated Accuracy
 LA1569;SPC IN E     -   567,970.       83,410.      MT  (+/- 180 meters Scaled)
 LA1569
 LA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK966687(NAD 83)
 LA1569
 LA1569                          SUPERSEDED SURVEY CONTROL
 LA1569
 LA1569  NGVD 29 (??/??/92)  265.205  (m)          870.09   (f) ADJ UNCH    2 0
 LA1569
 LA1569.Superseded values are not recommended for survey control.
 LA1569
 LA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1569.See file dsdata.pdf to determine how the superseded data were derived.
 LA1569
 LA1569_MARKER: DB = BENCH MARK DISK
 LA1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1569_STAMPING: Y 208 1946
 LA1569_MARK LOGO: CGS
 LA1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1569+STABILITY: SURFACE MOTION
 LA1569
 LA1569  HISTORY     - Date     Condition        Report By
 LA1569  HISTORY     - 1946     MONUMENTED       CGS
 LA1569
 LA1569                          STATION DESCRIPTION
 LA1569
 LA1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1569'1 MI W FROM LEISURE.
 LA1569'ABOUT 0.95 MILES WEST ALONG A COUNTY ROAD FROM THE HARMONY CHRISTIAN
 LA1569'CHURCH AT LEISURE, SET IN THE NORTHEAST QUARTER OF THE INTERSECTION
 LA1569'OF THE TIPTON-MADISON COUNTY LINE ROAD, 128 FEET NORTHEAST AND
 LA1569'ACROSS THE INTERSECTION FROM THE NORTHEAST CORNER OF A WHITE FARM
 LA1569'HOUSE, 37 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LA1569'15 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 13.5
 LA1569'FEET NORTH OF A 10 INCH ROUND FENCE CORNER POST, 3.5 FEET SOUTH
 LA1569'OF A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE, ABOUT 0.5
 LA1569'FOOT BELOW THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 LA1569'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0556 ***********************************************************************
 LB0556  DESIGNATION -  Y 209
 LB0556  PID         -  LB0556
 LB0556  STATE/COUNTY-  IN/HAMILTON
 LB0556  COUNTRY     -  US
 LB0556  USGS QUAD   -  ARCADIA (2019)
 LB0556
 LB0556                         *CURRENT SURVEY CONTROL
 LB0556  ______________________________________________________________________
 LB0556* NAD 83(1986) POSITION- 40 07 54.68   (N) 086 06 28.21   (W)   HD_HELD1
 LB0556* NAVD 88 ORTHO HEIGHT -   267.235 (meters)      876.75  (feet) ADJUSTED
 LB0556  ______________________________________________________________________
 LB0556  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 LB0556  DYNAMIC HEIGHT  -        267.088 (meters)      876.27  (feet) COMP
 LB0556  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 LB0556
 LB0556  VERT ORDER      -  SECOND    CLASS 0
 LB0556
 LB0556.The horizontal coordinates were determined by differentially corrected
 LB0556.hand held GPS observations or other comparable positioning techniques
 LB0556.and have an estimated accuracy of +/- 3 meters.
 LB0556
 LB0556.The orthometric height was determined by differential leveling and
 LB0556.adjusted by the NATIONAL GEODETIC SURVEY
 LB0556.in June 1991.
 LB0556
 LB0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0556.GEOID18 height accuracy estimate available here.
 LB0556
 LB0556.Click photographs - Photos may exist for this station.
 LB0556
 LB0556.The dynamic height is computed by dividing the NAVD 88
 LB0556.geopotential number by the normal gravity value computed on the
 LB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0556.degrees latitude (g = 980.6199 gals.).
 LB0556
 LB0556.The modeled gravity was interpolated from observed gravity values.
 LB0556
 LB0556;                    North         East    Units  Estimated Accuracy
 LB0556;SPC IN E     -   542,251.2      62,400.6     MT  (+/- 3 meters HH1 GPS) 
 LB0556
 LB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7600842773(NAD 83)
 LB0556
 LB0556                          SUPERSEDED SURVEY CONTROL
 LB0556
 LB0556  NGVD 29 (??/??/92)  267.351  (m)          877.13   (f) ADJ UNCH    2 0
 LB0556
 LB0556.Superseded values are not recommended for survey control.
 LB0556
 LB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0556.See file dsdata.pdf to determine how the superseded data were derived.
 LB0556
 LB0556_MARKER: DB = BENCH MARK DISK
 LB0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0556_SP_SET: BRIDGE BANISTER
 LB0556_STAMPING: Y 209 1946
 LB0556_MARK LOGO: CGS
 LB0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0556
 LB0556  HISTORY     - Date     Condition        Report By
 LB0556  HISTORY     - 1946     MONUMENTED       CGS
 LB0556  HISTORY     - 20221013 MARK NOT FOUND   IN-057
 LB0556
 LB0556                          STATION DESCRIPTION
 LB0556
 LB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0556'1.6 MI E FROM BAKERS CORNER.
 LB0556'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 47 FROM THE METHODIST
 LB0556'CHURCH AT BAKERS CORNER, THENCE ABOUT 1.05 MILE EAST ALONG A
 LB0556'BLACK TOP ROAD, ABOUT 1.05 MILES EAST OF THE INTERSECTION OF
 LB0556'U.S. HIGHWAY 31, 204 FEET EAST OF THE PROLONGED CENTER LINE OF A
 LB0556'GRAVEL ROAD LEADING NORTH, 278 FEET EAST OF THE CENTER LINE OF
 LB0556'A GRAVEL ROAD LEADING SOUTH, SET IN THE TOP OF THE WEST END OF
 LB0556'THE SOUTH CONCRETE BANISTER OF A 28 FOOT CONCRETE BRIDGE OVER
 LB0556'HINKLE CREEK, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2
 LB0556'FEET EAST OF THE WEST END OF THE BANISTER, AND 2.5 FEET ABOVE
 LB0556'THE BRIDGE FLOOR.
 LB0556
 LB0556                          STATION RECOVERY (2022)
 LB0556
 LB0556'RECOVERY NOTE BY HAMILTON COUNTY INDIANA 2022 (RRK)
 LB0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0506 ***********************************************************************
 LB0506  DESIGNATION -  Y 210
 LB0506  PID         -  LB0506
 LB0506  STATE/COUNTY-  IN/CLINTON
 LB0506  COUNTRY     -  US
 LB0506  USGS QUAD   -  HILLISBURG (2019)
 LB0506
 LB0506                         *CURRENT SURVEY CONTROL
 LB0506  ______________________________________________________________________
 LB0506* NAD 83(1986) POSITION- 40 21 59.     (N) 086 16 16.     (W)   SCALED
 LB0506* NAVD 88 ORTHO HEIGHT -   269.949 (meters)      885.66  (feet) ADJUSTED
 LB0506  ______________________________________________________________________
 LB0506  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 LB0506  DYNAMIC HEIGHT  -        269.805 (meters)      885.19  (feet) COMP
 LB0506  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 LB0506
 LB0506  VERT ORDER      -  SECOND    CLASS 0
 LB0506
 LB0506.The horizontal coordinates were scaled from a map and have
 LB0506.an estimated accuracy of +/- 6 seconds.
 LB0506
 LB0506.The orthometric height was determined by differential leveling and
 LB0506.adjusted by the NATIONAL GEODETIC SURVEY
 LB0506.in June 1991.
 LB0506
 LB0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0506.GEOID18 height accuracy estimate available here.
 LB0506
 LB0506.Click photographs - Photos may exist for this station.
 LB0506
 LB0506.The dynamic height is computed by dividing the NAVD 88
 LB0506.geopotential number by the normal gravity value computed on the
 LB0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0506.degrees latitude (g = 980.6199 gals.).
 LB0506
 LB0506.The modeled gravity was interpolated from observed gravity values.
 LB0506
 LB0506;                    North         East    Units  Estimated Accuracy
 LB0506;SPC IN W     -   568,520.      968,990.      MT  (+/- 180 meters Scaled)
 LB0506
 LB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK618686(NAD 83)
 LB0506
 LB0506                          SUPERSEDED SURVEY CONTROL
 LB0506
 LB0506  NGVD 29 (??/??/92)  270.060  (m)          886.02   (f) ADJ UNCH    2 0
 LB0506
 LB0506.Superseded values are not recommended for survey control.
 LB0506
 LB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0506.See file dsdata.pdf to determine how the superseded data were derived.
 LB0506
 LB0506_MARKER: DB = BENCH MARK DISK
 LB0506_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0506_SP_SET: BOX CULVERT HEADWALL
 LB0506_STAMPING: Y 210 1946
 LB0506_MARK LOGO: CGS
 LB0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0506+STABILITY: SURFACE MOTION
 LB0506
 LB0506  HISTORY     - Date     Condition        Report By
 LB0506  HISTORY     - 1946     MONUMENTED       CGS
 LB0506
 LB0506                          STATION DESCRIPTION
 LB0506
 LB0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0506'3.7 MI SE FROM FOREST.
 LB0506'ABOUT 3.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LB0506'AT FOREST, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT
 LB0506'0.4 MILE NORTH OF THE WEST POINT CHRISTIAN CHURCH, AT THE
 LB0506'JUNCTION OF A GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE
 LB0506'NORTH END OF THE WEST CONCRETE HEAD WALL OF A 6 FOOT CONCRETE
 LB0506'BOX CULVERT, 18 FEET NORTH OF THE CENTER LINE OF THE PROLONGED
 LB0506'ROAD EAST, 15 FEET WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER
 LB0506'LINE OF THE NORTH-SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0372 ***********************************************************************
 LB0372  DESIGNATION -  Y 211
 LB0372  PID         -  LB0372
 LB0372  STATE/COUNTY-  IN/HAMILTON
 LB0372  COUNTRY     -  US
 LB0372  USGS QUAD   -  SHERIDAN (2019)
 LB0372
 LB0372                         *CURRENT SURVEY CONTROL
 LB0372  ______________________________________________________________________
 LB0372* NAD 83(1986) POSITION- 40 13 01.     (N) 086 07 43.     (W)   SCALED
 LB0372* NAVD 88 ORTHO HEIGHT -   280.331 (meters)      919.72  (feet) ADJUSTED
 LB0372  ______________________________________________________________________
 LB0372  GEOID HEIGHT    -        -34.308 (meters)                     GEOID18
 LB0372  DYNAMIC HEIGHT  -        280.177 (meters)      919.21  (feet) COMP
 LB0372  MODELED GRAVITY -    980,070.3   (mgal)                       NAVD 88
 LB0372
 LB0372  VERT ORDER      -  SECOND    CLASS 0
 LB0372
 LB0372.The horizontal coordinates were scaled from a map and have
 LB0372.an estimated accuracy of +/- 6 seconds.
 LB0372
 LB0372.The orthometric height was determined by differential leveling and
 LB0372.adjusted by the NATIONAL GEODETIC SURVEY
 LB0372.in June 1991.
 LB0372
 LB0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0372.GEOID18 height accuracy estimate available here.
 LB0372
 LB0372.Click photographs - Photos may exist for this station.
 LB0372
 LB0372.The dynamic height is computed by dividing the NAVD 88
 LB0372.geopotential number by the normal gravity value computed on the
 LB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0372.degrees latitude (g = 980.6199 gals.).
 LB0372
 LB0372.The modeled gravity was interpolated from observed gravity values.
 LB0372
 LB0372;                    North         East    Units  Estimated Accuracy
 LB0372;SPC IN E     -   551,710.       60,680.      MT  (+/- 180 meters Scaled)
 LB0372
 LB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741522(NAD 83)
 LB0372
 LB0372                          SUPERSEDED SURVEY CONTROL
 LB0372
 LB0372  NGVD 29 (??/??/92)  280.444  (m)          920.09   (f) ADJ UNCH    2 0
 LB0372
 LB0372.Superseded values are not recommended for survey control.
 LB0372
 LB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0372.See file dsdata.pdf to determine how the superseded data were derived.
 LB0372
 LB0372_MARKER: DB = BENCH MARK DISK
 LB0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0372_SP_SET: BUILDING
 LB0372_STAMPING: Y 211 1946
 LB0372_MARK LOGO: CGS
 LB0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0372
 LB0372  HISTORY     - Date     Condition        Report By
 LB0372  HISTORY     - 1946     MONUMENTED       CGS
 LB0372  HISTORY     - 1961     GOOD             CGS
 LB0372  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LB0372
 LB0372                          STATION DESCRIPTION
 LB0372
 LB0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0372'AT EAST UNION.
 LB0372'AT EAST UNION, AT THE TIPTON-HAMILTON COUNTY LINE ROAD, SET IN
 LB0372'THE SOUTH FACE OF THE EAST ENTRANCE WALL OF THE EAST UNION
 LB0372'CHRISTIAN CHURCH 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0372'116 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5.7
 LB0372'FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE TO THE CHURCH,
 LB0372'3.9 FEET ABOVE THE GROUND AND SET VERTICALLY IN A DRILL HOLE.
 LB0372'NOTE-- THE CHURCH IS IN HAMILTON COUNTY BUT THE TOWN IS LISTED
 LB0372'ON THE TIPTON COUNTY MAP ONLY.
 LB0372
 LB0372                          STATION RECOVERY (1961)
 LB0372
 LB0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LB0372'RECOVERED IN GOOD CONDITION.
 LB0372
 LB0372                          STATION RECOVERY (1982)
 LB0372
 LB0372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LB0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1831 ***********************************************************************
 LA1831  DESIGNATION -  Y 212 RESET
 LA1831  PID         -  LA1831
 LA1831  STATE/COUNTY-  IN/HUNTINGTON
 LA1831  COUNTRY     -  US
 LA1831  USGS QUAD   -  MOUNT ETNA (2019)
 LA1831
 LA1831                         *CURRENT SURVEY CONTROL
 LA1831  ______________________________________________________________________
 LA1831* NAD 83(1986) POSITION- 40 44 28.     (N) 085 33 49.     (W)   SCALED
 LA1831* NAVD 88 ORTHO HEIGHT -   247.88  (meters)      813.3   (feet) RESET
 LA1831  ______________________________________________________________________
 LA1831  GEOID HEIGHT    -        -34.196 (meters)                     GEOID18
 LA1831  VERT ORDER      -  THIRD
 LA1831
 LA1831.The horizontal coordinates were scaled from a map and have
 LA1831.an estimated accuracy of +/- 6 seconds.
 LA1831
 LA1831.The orthometric height was computed from unverified reset data.
 LA1831
 LA1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1831.GEOID18 height accuracy estimate available here.
 LA1831
 LA1831.Click photographs - Photos may exist for this station.
 LA1831
 LA1831;                    North         East    Units  Estimated Accuracy
 LA1831;SPC IN E     -   609,810.      108,700.      MT  (+/- 180 meters Scaled)
 LA1831
 LA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL212110(NAD 83)
 LA1831
 LA1831                          SUPERSEDED SURVEY CONTROL
 LA1831
 LA1831  NGVD 29 (??/??/??)  248.01   (m)          813.7    (f) RESET       3  
 LA1831
 LA1831.Superseded values are not recommended for survey control.
 LA1831
 LA1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1831.See file dsdata.pdf to determine how the superseded data were derived.
 LA1831
 LA1831_MARKER: DB = BENCH MARK DISK
 LA1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1831_STAMPING: Y 212  RESET 1965
 LA1831_MARK LOGO: CGS
 LA1831_PROJECTION: PROJECTING 10 CENTIMETERS
 LA1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1831+STABILITY: SURFACE MOTION
 LA1831
 LA1831  HISTORY     - Date     Condition        Report By
 LA1831  HISTORY     - 1965     MONUMENTED       CGS
 LA1831
 LA1831                          STATION DESCRIPTION
 LA1831
 LA1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LA1831'AT MT ETNA.
 LA1831'AT MT. ETNA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE
 LA1831'HIGHWAY 124 AND 9 AND 37, 64 FEET SOUTH OF THE CENTER LINE OF
 LA1831'STATE HIGHWAY 124, 42 FEET NORTHEAST OF THE NORTHEAST OF AN
 LA1831'ABANDONED BRICK SCHOOL, 2 FEET WEST OF A METAL WITNESS POST,
 LA1831'1 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE
 LA1831'POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0900 ***********************************************************************
 LA0900  DESIGNATION -  Y 213
 LA0900  PID         -  LA0900
 LA0900  STATE/COUNTY-  IN/HUNTINGTON
 LA0900  COUNTRY     -  US
 LA0900  USGS QUAD   -  MARKLE (2019)
 LA0900
 LA0900                         *CURRENT SURVEY CONTROL
 LA0900  ______________________________________________________________________
 LA0900* NAD 83(1986) POSITION- 40 49 49.     (N) 085 20 04.     (W)   SCALED
 LA0900* NAVD 88 ORTHO HEIGHT -   248.489 (meters)      815.25  (feet) ADJUSTED
 LA0900  ______________________________________________________________________
 LA0900  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 LA0900  DYNAMIC HEIGHT  -        248.372 (meters)      814.87  (feet) COMP
 LA0900  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 LA0900
 LA0900  VERT ORDER      -  SECOND    CLASS 0
 LA0900
 LA0900.The horizontal coordinates were scaled from a map and have
 LA0900.an estimated accuracy of +/- 6 seconds.
 LA0900
 LA0900.The orthometric height was determined by differential leveling and
 LA0900.adjusted by the NATIONAL GEODETIC SURVEY
 LA0900.in June 1991.
 LA0900
 LA0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0900.GEOID18 height accuracy estimate available here.
 LA0900
 LA0900.Click photographs - Photos may exist for this station.
 LA0900
 LA0900.The dynamic height is computed by dividing the NAVD 88
 LA0900.geopotential number by the normal gravity value computed on the
 LA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0900.degrees latitude (g = 980.6199 gals.).
 LA0900
 LA0900.The modeled gravity was interpolated from observed gravity values.
 LA0900
 LA0900;                    North         East    Units  Estimated Accuracy
 LA0900;SPC IN E     -   619,760.      128,020.      MT  (+/- 180 meters Scaled)
 LA0900
 LA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL404212(NAD 83)
 LA0900
 LA0900                          SUPERSEDED SURVEY CONTROL
 LA0900
 LA0900  NGVD 29 (??/??/92)  248.628  (m)          815.71   (f) ADJ UNCH    2 0
 LA0900
 LA0900.Superseded values are not recommended for survey control.
 LA0900
 LA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0900.See file dsdata.pdf to determine how the superseded data were derived.
 LA0900
 LA0900_MARKER: DB = BENCH MARK DISK
 LA0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0900_STAMPING: Y 213 1947
 LA0900_MARK LOGO: CGS
 LA0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0900+STABILITY: SURFACE MOTION
 LA0900
 LA0900  HISTORY     - Date     Condition        Report By
 LA0900  HISTORY     - 1947     MONUMENTED       CGS
 LA0900
 LA0900                          STATION DESCRIPTION
 LA0900
 LA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0900'AT MARKLE.
 LA0900'AT MARKLE, ABOUT 0.2 MILE EAST ALONG THE ERIE RAILROAD FROM THE
 LA0900'STATION AT MARKLE, AT THE CROSSING OF STATE HIGHWAY 3, 23 FEET
 LA0900'NORTH OF THE NORTH RAIL, 34 FEET EAST OF THE CENTER LINE OF THE
 LA0900'HIGHWAY, 11 FEET SOUTHWEST OF A TELEPHONE POLE, 9.2 FEET SOUTH
 LA0900'OF THE CENTER LINE OF A BLACK TOP ROAD PARALLELING THE TRACK,
 LA0900'7.5 FEET NORTH OF THE NORTHWEST CORNER OF A RAILROAD SIGNAL
 LA0900'CONTROL BOX, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0900'0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA0900'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1181 ***********************************************************************
 LA1181  DESIGNATION -  Y 214
 LA1181  PID         -  LA1181
 LA1181  STATE/COUNTY-  IN/BLACKFORD
 LA1181  COUNTRY     -  US
 LA1181  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1181
 LA1181                         *CURRENT SURVEY CONTROL
 LA1181  ______________________________________________________________________
 LA1181* NAD 83(1986) POSITION- 40 28 46.     (N) 085 22 11.     (W)   SCALED
 LA1181* NAVD 88 ORTHO HEIGHT -   277.278 (meters)      909.70  (feet) ADJUSTED
 LA1181  ______________________________________________________________________
 LA1181  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 LA1181  DYNAMIC HEIGHT  -        277.138 (meters)      909.24  (feet) COMP
 LA1181  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 LA1181
 LA1181  VERT ORDER      -  SECOND    CLASS 0
 LA1181
 LA1181.The horizontal coordinates were scaled from a map and have
 LA1181.an estimated accuracy of +/- 6 seconds.
 LA1181
 LA1181.The orthometric height was determined by differential leveling and
 LA1181.adjusted by the NATIONAL GEODETIC SURVEY
 LA1181.in June 1991.
 LA1181
 LA1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1181.GEOID18 height accuracy estimate available here.
 LA1181
 LA1181.Click photographs - Photos may exist for this station.
 LA1181
 LA1181.The dynamic height is computed by dividing the NAVD 88
 LA1181.geopotential number by the normal gravity value computed on the
 LA1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1181.degrees latitude (g = 980.6199 gals.).
 LA1181
 LA1181.The modeled gravity was interpolated from observed gravity values.
 LA1181
 LA1181;                    North         East    Units  Estimated Accuracy
 LA1181;SPC IN E     -   580,800.      125,180.      MT  (+/- 180 meters Scaled)
 LA1181
 LA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381822(NAD 83)
 LA1181
 LA1181                          SUPERSEDED SURVEY CONTROL
 LA1181
 LA1181  NGVD 29 (??/??/92)  277.412  (m)          910.14   (f) ADJ UNCH    2 0
 LA1181
 LA1181.Superseded values are not recommended for survey control.
 LA1181
 LA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1181.See file dsdata.pdf to determine how the superseded data were derived.
 LA1181
 LA1181_MARKER: DB = BENCH MARK DISK
 LA1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1181_STAMPING: Y 214 1947
 LA1181_MARK LOGO: CGS
 LA1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1181+STABILITY: SURFACE MOTION
 LA1181
 LA1181  HISTORY     - Date     Condition        Report By
 LA1181  HISTORY     - 1947     MONUMENTED       CGS
 LA1181
 LA1181                          STATION DESCRIPTION
 LA1181
 LA1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1181'1.6 MI N FROM HARTFORD CITY.
 LA1181'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA1181'AT HARTFORD CITY, AT A GRAVEL CROSS ROAD, 50 FEET EAST OF THE
 LA1181'CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE OF THE
 LA1181'CROSS ROAD, 23 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 7.5 FEET
 LA1181'NORTH OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE LINE, 1.5 FEET
 LA1181'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE
 LA1181'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0968 ***********************************************************************
 LA0968  DESIGNATION -  Y 215
 LA0968  PID         -  LA0968
 LA0968  STATE/COUNTY-  IN/HUNTINGTON
 LA0968  COUNTRY     -  US
 LA0968  USGS QUAD   -  WARREN (2019)
 LA0968
 LA0968                         *CURRENT SURVEY CONTROL
 LA0968  ______________________________________________________________________
 LA0968* NAD 83(1986) POSITION- 40 40 05.     (N) 085 26 06.     (W)   SCALED
 LA0968* NAVD 88 ORTHO HEIGHT -   256.878 (meters)      842.77  (feet) ADJUSTED
 LA0968  ______________________________________________________________________
 LA0968  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 LA0968  DYNAMIC HEIGHT  -        256.750 (meters)      842.35  (feet) COMP
 LA0968  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 LA0968
 LA0968  VERT ORDER      -  SECOND    CLASS 0
 LA0968
 LA0968.The horizontal coordinates were scaled from a map and have
 LA0968.an estimated accuracy of +/- 6 seconds.
 LA0968
 LA0968.The orthometric height was determined by differential leveling and
 LA0968.adjusted by the NATIONAL GEODETIC SURVEY
 LA0968.in June 1991.
 LA0968
 LA0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0968.GEOID18 height accuracy estimate available here.
 LA0968
 LA0968.Click photographs - Photos may exist for this station.
 LA0968
 LA0968.The dynamic height is computed by dividing the NAVD 88
 LA0968.geopotential number by the normal gravity value computed on the
 LA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0968.degrees latitude (g = 980.6199 gals.).
 LA0968
 LA0968.The modeled gravity was interpolated from observed gravity values.
 LA0968
 LA0968;                    North         East    Units  Estimated Accuracy
 LA0968;SPC IN E     -   601,720.      119,590.      MT  (+/- 180 meters Scaled)
 LA0968
 LA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL322030(NAD 83)
 LA0968
 LA0968                          SUPERSEDED SURVEY CONTROL
 LA0968
 LA0968  NGVD 29 (??/??/92)  257.008  (m)          843.20   (f) ADJ UNCH    2 0
 LA0968
 LA0968.Superseded values are not recommended for survey control.
 LA0968
 LA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0968.See file dsdata.pdf to determine how the superseded data were derived.
 LA0968
 LA0968_MARKER: DB = BENCH MARK DISK
 LA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0968_STAMPING: Y 215 1947
 LA0968_MARK LOGO: CGS
 LA0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0968+STABILITY: SURFACE MOTION
 LA0968
 LA0968  HISTORY     - Date     Condition        Report By
 LA0968  HISTORY     - 1947     MONUMENTED       CGS
 LA0968  HISTORY     - 1965     GOOD             INHD
 LA0968
 LA0968                          STATION DESCRIPTION
 LA0968
 LA0968'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LA0968'1.2 MI SW FROM WARREN.
 LA0968'1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 218 FROM ITS JUNCTION
 LA0968'WITH STATE HIGHWAY 5, AT WARREN, 0.1 MILE SOUTH ON A BLACK TOP ROAD
 LA0968'TO A JUNCTION WITH A GRAVEL ROAD EAST, 32 FEET WEST OF THE BLACK
 LA0968'TOP ROAD, 41 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE GRAVEL
 LA0968'ROAD, 3 FEET EAST OF A TELEPHONE POLE, 17 FEET WEST OF A CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1503 ***********************************************************************
 LA1503  DESIGNATION -  Y 216
 LA1503  PID         -  LA1503
 LA1503  STATE/COUNTY-  IN/GRANT
 LA1503  COUNTRY     -  US
 LA1503  USGS QUAD   -  GAS CITY (2019)
 LA1503
 LA1503                         *CURRENT SURVEY CONTROL
 LA1503  ______________________________________________________________________
 LA1503* NAD 83(1986) POSITION- 40 23 06.     (N) 085 30 06.     (W)   SCALED
 LA1503* NAVD 88 ORTHO HEIGHT -   268.040 (meters)      879.39  (feet) ADJUSTED
 LA1503  ______________________________________________________________________
 LA1503  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 LA1503  DYNAMIC HEIGHT  -        267.902 (meters)      878.94  (feet) COMP
 LA1503  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 LA1503
 LA1503  VERT ORDER      -  SECOND    CLASS 0
 LA1503
 LA1503.The horizontal coordinates were scaled from a map and have
 LA1503.an estimated accuracy of +/- 6 seconds.
 LA1503
 LA1503.The orthometric height was determined by differential leveling and
 LA1503.adjusted by the NATIONAL GEODETIC SURVEY
 LA1503.in June 1991.
 LA1503
 LA1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1503.GEOID18 height accuracy estimate available here.
 LA1503
 LA1503.Click photographs - Photos may exist for this station.
 LA1503
 LA1503.The dynamic height is computed by dividing the NAVD 88
 LA1503.geopotential number by the normal gravity value computed on the
 LA1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1503.degrees latitude (g = 980.6199 gals.).
 LA1503
 LA1503.The modeled gravity was interpolated from observed gravity values.
 LA1503
 LA1503;                    North         East    Units  Estimated Accuracy
 LA1503;SPC IN E     -   570,280.      114,010.      MT  (+/- 180 meters Scaled)
 LA1503
 LA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK271715(NAD 83)
 LA1503
 LA1503                          SUPERSEDED SURVEY CONTROL
 LA1503
 LA1503  NGVD 29 (??/??/92)  268.176  (m)          879.84   (f) ADJ UNCH    2 0
 LA1503
 LA1503.Superseded values are not recommended for survey control.
 LA1503
 LA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1503.See file dsdata.pdf to determine how the superseded data were derived.
 LA1503
 LA1503_MARKER: DB = BENCH MARK DISK
 LA1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1503_STAMPING: Y 216 1947
 LA1503_MARK LOGO: CGS
 LA1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1503+STABILITY: SURFACE MOTION
 LA1503
 LA1503  HISTORY     - Date     Condition        Report By
 LA1503  HISTORY     - 1947     MONUMENTED       CGS
 LA1503
 LA1503                          STATION DESCRIPTION
 LA1503
 LA1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1503'AT MATTHEWS.
 LA1503'AT MATTHEWS, ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 221
 LA1503'FROM THE POST OFFICE, AT THE JUNCTION OF U.S. HIGHWAY 35, 39.5
 LA1503'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 221, 60.5 FEET
 LA1503'NORTHEAST OF THE CENTER LINE OF HIGHWAY 35, 2 FEET SOUTH OF
 LA1503'A 4-INCH IRON PIPE FENCE CORNER POST, 13 FEET SOUTH OF POWER
 LA1503'POLE NO. 109 B 218/F60, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 LA1503'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 LA1503'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1552 ***********************************************************************
 LA1552  DESIGNATION -  Y 217
 LA1552  PID         -  LA1552
 LA1552  STATE/COUNTY-  IN/MADISON
 LA1552  COUNTRY     -  US
 LA1552  USGS QUAD   -  GASTON (2019)
 LA1552
 LA1552                         *CURRENT SURVEY CONTROL
 LA1552  ______________________________________________________________________
 LA1552* NAD 83(1986) POSITION- 40 16 34.     (N) 085 34 34.     (W)   SCALED
 LA1552* NAVD 88 ORTHO HEIGHT -   272.458 (meters)      893.89  (feet) ADJUSTED
 LA1552  ______________________________________________________________________
 LA1552  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 LA1552  DYNAMIC HEIGHT  -        272.316 (meters)      893.42  (feet) COMP
 LA1552  MODELED GRAVITY -    980,097.2   (mgal)                       NAVD 88
 LA1552
 LA1552  VERT ORDER      -  SECOND    CLASS 0
 LA1552
 LA1552.The horizontal coordinates were scaled from a map and have
 LA1552.an estimated accuracy of +/- 6 seconds.
 LA1552
 LA1552.The orthometric height was determined by differential leveling and
 LA1552.adjusted by the NATIONAL GEODETIC SURVEY
 LA1552.in June 1991.
 LA1552
 LA1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1552.GEOID18 height accuracy estimate available here.
 LA1552
 LA1552.Click photographs - Photos may exist for this station.
 LA1552
 LA1552.The dynamic height is computed by dividing the NAVD 88
 LA1552.geopotential number by the normal gravity value computed on the
 LA1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1552.degrees latitude (g = 980.6199 gals.).
 LA1552
 LA1552.The modeled gravity was interpolated from observed gravity values.
 LA1552
 LA1552;                    North         East    Units  Estimated Accuracy
 LA1552;SPC IN E     -   558,180.      107,700.      MT  (+/- 180 meters Scaled)
 LA1552
 LA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK210593(NAD 83)
 LA1552
 LA1552                          SUPERSEDED SURVEY CONTROL
 LA1552
 LA1552  NGVD 29 (??/??/92)  272.599  (m)          894.35   (f) ADJ UNCH    2 0
 LA1552
 LA1552.Superseded values are not recommended for survey control.
 LA1552
 LA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1552.See file dsdata.pdf to determine how the superseded data were derived.
 LA1552
 LA1552_MARKER: DB = BENCH MARK DISK
 LA1552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1552_SP_SET: BRIDGE
 LA1552_STAMPING: Y 217 1947
 LA1552_MARK LOGO: CGS
 LA1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1552
 LA1552  HISTORY     - Date     Condition        Report By
 LA1552  HISTORY     - 1947     MONUMENTED       CGS
 LA1552  HISTORY     - 1958     MARK NOT FOUND   CGS
 LA1552
 LA1552                          STATION DESCRIPTION
 LA1552
 LA1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1552'4.9 MI E FROM ALEXANDRIA.
 LA1552'ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1552'WITH STATE HIGHWAY 9 AT ALEXANDRIA, AT THE DELAWARE-MADISON
 LA1552'COUNTY LINE CROSS ROAD 18.5 FEET WEST OF THE CENTER LINE OF THE
 LA1552'COUNTY LINE ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE
 LA1552'HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST WING WALL OF A
 LA1552'12-FOOT CONCRETE HIGHWAY BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 LA1552'NOTE-- THE BRIDGE HAS BEEN WIDENED AND ALL EVIDENCE INDICATES THAT
 LA1552'THE MARK HAS BEEN DESTROYED.
 LA1552
 LA1552                          STATION RECOVERY (1958)
 LA1552
 LA1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LA1552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1505 ***********************************************************************
 LA1505  DESIGNATION -  Y 218
 LA1505  PID         -  LA1505
 LA1505  STATE/COUNTY-  IN/MADISON
 LA1505  COUNTRY     -  US
 LA1505  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1505
 LA1505                         *CURRENT SURVEY CONTROL
 LA1505  ______________________________________________________________________
 LA1505* NAD 83(1986) POSITION- 40 11 37.     (N) 085 39 13.     (W)   SCALED
 LA1505* NAVD 88 ORTHO HEIGHT -   263.858 (meters)      865.67  (feet) ADJUSTED
 LA1505  ______________________________________________________________________
 LA1505  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 LA1505  DYNAMIC HEIGHT  -        263.718 (meters)      865.21  (feet) COMP
 LA1505  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 LA1505
 LA1505  VERT ORDER      -  SECOND    CLASS 0
 LA1505
 LA1505.The horizontal coordinates were scaled from a map and have
 LA1505.an estimated accuracy of +/- 6 seconds.
 LA1505
 LA1505.The orthometric height was determined by differential leveling and
 LA1505.adjusted by the NATIONAL GEODETIC SURVEY
 LA1505.in June 1991.
 LA1505
 LA1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1505.GEOID18 height accuracy estimate available here.
 LA1505
 LA1505.Click photographs - Photos may exist for this station.
 LA1505
 LA1505.The dynamic height is computed by dividing the NAVD 88
 LA1505.geopotential number by the normal gravity value computed on the
 LA1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1505.degrees latitude (g = 980.6199 gals.).
 LA1505
 LA1505.The modeled gravity was interpolated from observed gravity values.
 LA1505
 LA1505;                    North         East    Units  Estimated Accuracy
 LA1505;SPC IN E     -   549,020.      101,110.      MT  (+/- 180 meters Scaled)
 LA1505
 LA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK146501(NAD 83)
 LA1505
 LA1505                          SUPERSEDED SURVEY CONTROL
 LA1505
 LA1505  NGVD 29 (??/??/92)  264.000  (m)          866.14   (f) ADJ UNCH    2 0
 LA1505
 LA1505.Superseded values are not recommended for survey control.
 LA1505
 LA1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1505.See file dsdata.pdf to determine how the superseded data were derived.
 LA1505
 LA1505_MARKER: DB = BENCH MARK DISK
 LA1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1505_SP_SET: BRIDGE
 LA1505_STAMPING: Y 218 1947
 LA1505_MARK LOGO: CGS
 LA1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1505
 LA1505  HISTORY     - Date     Condition        Report By
 LA1505  HISTORY     - 1947     MONUMENTED       CGS
 LA1505
 LA1505                          STATION DESCRIPTION
 LA1505
 LA1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1505'1.4 MI E FROM LINWOOD.
 LA1505'ABOUT 1.45 MILES EAST ALONG A COUNTY ROAD TO MOONVILLE FROM THE
 LA1505'GRAIN ELEVATOR AT LINWOOD, ABOUT 0.1 MILE WEST OF THE JUNCTION
 LA1505'OF A ROAD SOUTH, SET IN THE TOP OF THE SOUTHEAST WING WALL
 LA1505'OF A 40-FOOT CONCRETE DECK STEEL BRIDGE OVER LITTLE KILBUCK
 LA1505'CREEK, 11.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 LA1505'NORTHWEST OF THE SOUTHEAST END OF THE WING WALL AND ABOUT 1
 LA1505'FOOT BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1212 ***********************************************************************
 LA1212  DESIGNATION -  Y 219
 LA1212  PID         -  LA1212
 LA1212  STATE/COUNTY-  IN/DELAWARE
 LA1212  COUNTRY     -  US
 LA1212  USGS QUAD   -  WHEELING (2019)
 LA1212
 LA1212                         *CURRENT SURVEY CONTROL
 LA1212  ______________________________________________________________________
 LA1212* NAD 83(1986) POSITION- 40 18 22.     (N) 085 26 09.     (W)   SCALED
 LA1212* NAVD 88 ORTHO HEIGHT -   273.622 (meters)      897.71  (feet) ADJUSTED
 LA1212  ______________________________________________________________________
 LA1212  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 LA1212  DYNAMIC HEIGHT  -        273.480 (meters)      897.24  (feet) COMP
 LA1212  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 LA1212
 LA1212  VERT ORDER      -  SECOND    CLASS 0
 LA1212
 LA1212.The horizontal coordinates were scaled from a map and have
 LA1212.an estimated accuracy of +/- 6 seconds.
 LA1212
 LA1212.The orthometric height was determined by differential leveling and
 LA1212.adjusted by the NATIONAL GEODETIC SURVEY
 LA1212.in June 1991.
 LA1212
 LA1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1212.GEOID18 height accuracy estimate available here.
 LA1212
 LA1212.Click photographs - Photos may exist for this station.
 LA1212
 LA1212.The dynamic height is computed by dividing the NAVD 88
 LA1212.geopotential number by the normal gravity value computed on the
 LA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1212.degrees latitude (g = 980.6199 gals.).
 LA1212
 LA1212.The modeled gravity was interpolated from observed gravity values.
 LA1212
 LA1212;                    North         East    Units  Estimated Accuracy
 LA1212;SPC IN E     -   561,530.      119,620.      MT  (+/- 180 meters Scaled)
 LA1212
 LA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK329629(NAD 83)
 LA1212
 LA1212                          SUPERSEDED SURVEY CONTROL
 LA1212
 LA1212  NGVD 29 (??/??/92)  273.758  (m)          898.15   (f) ADJ UNCH    2 0
 LA1212
 LA1212.Superseded values are not recommended for survey control.
 LA1212
 LA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1212.See file dsdata.pdf to determine how the superseded data were derived.
 LA1212
 LA1212_MARKER: DB = BENCH MARK DISK
 LA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1212_STAMPING: Y 219 1947
 LA1212_MARK LOGO: CGS
 LA1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1212+STABILITY: SURFACE MOTION
 LA1212
 LA1212  HISTORY     - Date     Condition        Report By
 LA1212  HISTORY     - 1947     MONUMENTED       CGS
 LA1212
 LA1212                          STATION DESCRIPTION
 LA1212
 LA1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1212'6.5 MI NW FROM ROYERTON.
 LA1212'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1212'AT ROYERTON, THENCE ABOUT 3.5 MILES WEST ALONG A COUNTY ROAD, AT
 LA1212'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 13.5 FEET WEST OF
 LA1212'THE CENTER LINE OF THE ROAD NORTH, 42 FEET NORTH OF THE CENTER
 LA1212'LINE OF THE EAST-WEST ROAD, 25 FEET NORTH OF A FENCE CORNER POST,
 LA1212'1 FOOT EAST OF THE FENCE LINE, 1.5 FEET SOUTH OF A WHITE WOODEN
 LA1212'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 LA1212'A CONCRETE POST PROJECTING 6 IN.  NOTE-- MARK MAY BE REACHED
 LA1212'FROM THE COURT HOUSE AT MUNCIE BY GOING ABOUT 8.45 MILES NORTHWEST
 LA1212'ALONG U.S. HIGHWAY 35, THENCE ABOUT 0.9 MILE EAST ALONG A COUNTY
 LA1212'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0721 ***********************************************************************
 MD0721  DESIGNATION -  Y 22
 MD0721  PID         -  MD0721
 MD0721  STATE/COUNTY-  IN/ALLEN
 MD0721  COUNTRY     -  US
 MD0721  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0721
 MD0721                         *CURRENT SURVEY CONTROL
 MD0721  ______________________________________________________________________
 MD0721* NAD 83(1986) POSITION- 41 05 01.     (N) 085 09 12.     (W)   SCALED
 MD0721* NAVD 88 ORTHO HEIGHT -   229.921 (meters)      754.33  (feet) ADJUSTED
 MD0721  ______________________________________________________________________
 MD0721  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 MD0721  DYNAMIC HEIGHT  -        229.831 (meters)      754.04  (feet) COMP
 MD0721  MODELED GRAVITY -    980,226.3   (mgal)                       NAVD 88
 MD0721
 MD0721  VERT ORDER      -  SECOND    CLASS 0
 MD0721
 MD0721.The horizontal coordinates were scaled from a map and have
 MD0721.an estimated accuracy of +/- 6 seconds.
 MD0721
 MD0721.The orthometric height was determined by differential leveling and
 MD0721.adjusted by the NATIONAL GEODETIC SURVEY
 MD0721.in June 1991.
 MD0721
 MD0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0721.GEOID18 height accuracy estimate available here.
 MD0721
 MD0721.Click photographs - Photos may exist for this station.
 MD0721
 MD0721.The dynamic height is computed by dividing the NAVD 88
 MD0721.geopotential number by the normal gravity value computed on the
 MD0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0721.degrees latitude (g = 980.6199 gals.).
 MD0721
 MD0721.The modeled gravity was interpolated from observed gravity values.
 MD0721
 MD0721;                    North         East    Units  Estimated Accuracy
 MD0721;SPC IN E     -   647,970.      143,130.      MT  (+/- 180 meters Scaled)
 MD0721
 MD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL551496(NAD 83)
 MD0721
 MD0721                          SUPERSEDED SURVEY CONTROL
 MD0721
 MD0721  NGVD 29 (??/??/92)  230.082  (m)          754.86   (f) ADJ UNCH    2 0
 MD0721
 MD0721.Superseded values are not recommended for survey control.
 MD0721
 MD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0721.See file dsdata.pdf to determine how the superseded data were derived.
 MD0721
 MD0721_MARKER: DB = BENCH MARK DISK
 MD0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0721_SP_SET: ABUTMENT
 MD0721_STAMPING: Y 22 1934
 MD0721_MARK LOGO: CGS
 MD0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0721
 MD0721  HISTORY     - Date     Condition        Report By
 MD0721  HISTORY     - 1934     MONUMENTED       CGS
 MD0721  HISTORY     - 1961     GOOD             CGS
 MD0721  HISTORY     - 1975     GOOD             NGS
 MD0721  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0721
 MD0721                          STATION DESCRIPTION
 MD0721
 MD0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0721'0.8 MI WNW FROM FORT WAYNE.
 MD0721'ABOUT 3/4 MILE AIR LINE WNW OF THE COURTHOUSE IN FORT WAYNE, AT THE
 MD0721'NEW YORK CENTRAL RAILROAD BRIDGE OVER SHERMAN STREET, IN THE
 MD0721'TOP OF THE BEAM-SUPPORT LEVEL OF THE E ABUTMENT OF THE BRIDGE,
 MD0721'27 FEET E OF CENTER LINE OF THE STREET, ABOUT 8 FEET HIGHER THAN
 MD0721'THE SIDEWALK, 12.5 FEET S OF S RAIL, 6.2 FEET LOWER THAN TOP OF
 MD0721'SAME, CEMENTED IN A DRILL HOLE IN THE S END OF THE TOP OF THE
 MD0721'ABUTMENT.
 MD0721
 MD0721                          STATION RECOVERY (1975)
 MD0721
 MD0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MD0721'RECOVERED IN GOOD CONDITION.
 MD0721
 MD0721                          STATION RECOVERY (1992)
 MD0721
 MD0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0721'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1450 ***********************************************************************
 MD1450  DESIGNATION -  Y 22 RESET
 MD1450  PID         -  MD1450
 MD1450  STATE/COUNTY-  IN/ALLEN
 MD1450  COUNTRY     -  US
 MD1450  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD1450
 MD1450                         *CURRENT SURVEY CONTROL
 MD1450  ______________________________________________________________________
 MD1450* NAD 83(1986) POSITION- 41 04 54.     (N) 085 09 13.     (W)   SCALED
 MD1450* NAVD 88 ORTHO HEIGHT -   229.847 (meters)      754.09  (feet) ADJUSTED
 MD1450  ______________________________________________________________________
 MD1450  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 MD1450  DYNAMIC HEIGHT  -        229.757 (meters)      753.79  (feet) COMP
 MD1450  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 MD1450
 MD1450  VERT ORDER      -  FIRST     CLASS II
 MD1450
 MD1450.The horizontal coordinates were scaled from a map and have
 MD1450.an estimated accuracy of +/- 6 seconds.
 MD1450
 MD1450.The orthometric height was determined by differential leveling and
 MD1450.adjusted by the NATIONAL GEODETIC SURVEY
 MD1450.in April 1995.
 MD1450
 MD1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1450.GEOID18 height accuracy estimate available here.
 MD1450
 MD1450.Click photographs - Photos may exist for this station.
 MD1450
 MD1450.The dynamic height is computed by dividing the NAVD 88
 MD1450.geopotential number by the normal gravity value computed on the
 MD1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1450.degrees latitude (g = 980.6199 gals.).
 MD1450
 MD1450.The modeled gravity was interpolated from observed gravity values.
 MD1450
 MD1450;                    North         East    Units  Estimated Accuracy
 MD1450;SPC IN E     -   647,750.      143,110.      MT  (+/- 180 meters Scaled)
 MD1450
 MD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL550494(NAD 83)
 MD1450
 MD1450                          SUPERSEDED SURVEY CONTROL
 MD1450
 MD1450  NGVD 29 (01/19/93)  230.013  (m)          754.63   (f) ADJUSTED    1 2
 MD1450
 MD1450.Superseded values are not recommended for survey control.
 MD1450
 MD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1450.See file dsdata.pdf to determine how the superseded data were derived.
 MD1450
 MD1450_MARKER: DV = VERTICAL CONTROL DISK
 MD1450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1450_SP_SET: RETAINING WALL
 MD1450_STAMPING: Y 22 1934 RESET 1975
 MD1450_MARK LOGO: NGS
 MD1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1450+STABILITY: SURFACE MOTION
 MD1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1450+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 MD1450
 MD1450  HISTORY     - Date     Condition        Report By
 MD1450  HISTORY     - 1975     MONUMENTED       NGS
 MD1450  HISTORY     - 19921010 GOOD             NGS
 MD1450  HISTORY     - 20060510 GOOD             CMT
 MD1450  HISTORY     - 20101019 GOOD             PB
 MD1450
 MD1450                          STATION DESCRIPTION
 MD1450
 MD1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MD1450'0.75 MI NW FROM FORT WAYNE.
 MD1450'0.75 MILE NORTHWEST OF THE CENTER OF FORT WAYNE, AT THE INTERSECTION
 MD1450'OF SHERMAN BOULEVARD AND BURGESS STREET, ABOUT 400 FEET NORTHWEST
 MD1450'OF THE NORTHWEST END OF THE BRIDGE ACROSS THE ST MARYS RIVER, IN
 MD1450'THE TOP OF A 2 FOOT HIGH RETAINING WALL AT THE WEST EDGE OF LOVES
 MD1450'AUTO MART, 138 FEET WEST OF THE CENTERLINE OF SHERMAN BOULEVARD,
 MD1450'36 FEET SOUTH OF THE CENTERLINE OF BURGESS STREET, 15 FEET SOUTH OF
 MD1450'THE NORTH END OF THE WALL, ABOUT 2 FEET HIGHER THAN THE PAVEMENT,
 MD1450'NEAR THE NORTH END OF THE RETAINING WALL.
 MD1450
 MD1450                          STATION RECOVERY (1992)
 MD1450
 MD1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1450'IN FORT WAYNE, AT THE INTERSECTION OF SHERMAN BOULEVARD AND BURGESS
 MD1450'STREET, IN A SMALL CONCRETE RETAINING WALL AT THE WEST EDGE OF LOVES
 MD1450'AUTO MART, 42.1 M (138.1 FT) WEST OF THE BOULEVARD CENTERLINE, 11.2 M
 MD1450'(36.7 FT) SOUTH OF THE STREET CENTER, 4.6 M (15.1 FT) SOUTH OF THE
 MD1450'NORTH END OF THE RETAINING WALL, 3.0 M (9.8 FT) EAST-NORTHEAST OF THE
 MD1450'NORTHEAST CORNER OF A HOUSE AT 923 BURGESS STREET, AND 0.6 M (2.0 FT)
 MD1450'ABOVE THE LEVEL OF THE STREET.
 MD1450
 MD1450                          STATION RECOVERY (2006)
 MD1450
 MD1450'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD1450'RECOVERED IN GOOD CONDITION.
 MD1450
 MD1450                          STATION RECOVERY (2010)
 MD1450
 MD1450'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 MD1450'PICTURES ARE AVAILABLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1198 ***********************************************************************
 LA1198  DESIGNATION -  Y 220
 LA1198  PID         -  LA1198
 LA1198  STATE/COUNTY-  IN/DELAWARE
 LA1198  COUNTRY     -  US
 LA1198  USGS QUAD   -  EATON (2019)
 LA1198
 LA1198                         *CURRENT SURVEY CONTROL
 LA1198  ______________________________________________________________________
 LA1198* NAD 83(1986) POSITION- 40 19 17.     (N) 085 15 26.     (W)   SCALED
 LA1198* NAVD 88 ORTHO HEIGHT -   296.042 (meters)      971.26  (feet) ADJUSTED
 LA1198  ______________________________________________________________________
 LA1198  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 LA1198  DYNAMIC HEIGHT  -        295.889 (meters)      970.76  (feet) COMP
 LA1198  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 LA1198
 LA1198  VERT ORDER      -  SECOND    CLASS 0
 LA1198
 LA1198.The horizontal coordinates were scaled from a map and have
 LA1198.an estimated accuracy of +/- 6 seconds.
 LA1198
 LA1198.The orthometric height was determined by differential leveling and
 LA1198.adjusted by the NATIONAL GEODETIC SURVEY
 LA1198.in June 1991.
 LA1198
 LA1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1198.GEOID18 height accuracy estimate available here.
 LA1198
 LA1198.Click photographs - Photos may exist for this station.
 LA1198
 LA1198.The dynamic height is computed by dividing the NAVD 88
 LA1198.geopotential number by the normal gravity value computed on the
 LA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1198.degrees latitude (g = 980.6199 gals.).
 LA1198
 LA1198.The modeled gravity was interpolated from observed gravity values.
 LA1198
 LA1198;                    North         East    Units  Estimated Accuracy
 LA1198;SPC IN E     -   563,280.      134,800.      MT  (+/- 180 meters Scaled)
 LA1198
 LA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK480648(NAD 83)
 LA1198
 LA1198                          SUPERSEDED SURVEY CONTROL
 LA1198
 LA1198  NGVD 29 (??/??/92)  296.177  (m)          971.71   (f) ADJ UNCH    2 0
 LA1198
 LA1198.Superseded values are not recommended for survey control.
 LA1198
 LA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1198.See file dsdata.pdf to determine how the superseded data were derived.
 LA1198
 LA1198_MARKER: DB = BENCH MARK DISK
 LA1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1198_STAMPING: Y 220 1947
 LA1198_MARK LOGO: CGS
 LA1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1198+STABILITY: SURFACE MOTION
 LA1198
 LA1198  HISTORY     - Date     Condition        Report By
 LA1198  HISTORY     - 1947     MONUMENTED       CGS
 LA1198
 LA1198                          STATION DESCRIPTION
 LA1198
 LA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1198'2.4 MI NW FROM ALBANY.
 LA1198'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 LA1198'AT ALBANY, THENCE ABOUT 1.3 MILE NORTH ALONG WATER STREET-EXTENDED,
 LA1198'THENCE ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD LEADING TO
 LA1198'EATON, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 37 FEET
 LA1198'NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 15 FEET
 LA1198'EAST OF THE CENTER LINE OF THE SIDE ROAD, 15 FEET NORTH OF A FENCE
 LA1198'CORNER, 1.5 FEET WEST OF THE FENCE LINE, 3.5 FEET SOUTH OF TELEPHONE
 LA1198'POLE NO. 60, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 LA1198'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1198'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0860 ***********************************************************************
 LA0860  DESIGNATION -  Y 221
 LA0860  PID         -  LA0860
 LA0860  STATE/COUNTY-  IN/ALLEN
 LA0860  COUNTRY     -  US
 LA0860  USGS QUAD   -  POE (2019)
 LA0860
 LA0860                         *CURRENT SURVEY CONTROL
 LA0860  ______________________________________________________________________
 LA0860* NAD 83(1986) POSITION- 40 56 50.6    (N) 085 01 01.0    (W)   HD_HELD2
 LA0860* NAVD 88 ORTHO HEIGHT -   246.173 (meters)      807.65  (feet) ADJUSTED
 LA0860  ______________________________________________________________________
 LA0860  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 LA0860  DYNAMIC HEIGHT  -        246.069 (meters)      807.31  (feet) COMP
 LA0860  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 LA0860
 LA0860  VERT ORDER      -  SECOND    CLASS 0
 LA0860
 LA0860.The horizontal coordinates were established by autonomous hand held GPS
 LA0860.observations and have an estimated accuracy of +/- 10 meters.
 LA0860
 LA0860.The orthometric height was determined by differential leveling and
 LA0860.adjusted by the NATIONAL GEODETIC SURVEY
 LA0860.in June 1991.
 LA0860
 LA0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0860.GEOID18 height accuracy estimate available here.
 LA0860
 LA0860.Click photographs - Photos may exist for this station.
 LA0860
 LA0860.The dynamic height is computed by dividing the NAVD 88
 LA0860.geopotential number by the normal gravity value computed on the
 LA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0860.degrees latitude (g = 980.6199 gals.).
 LA0860
 LA0860.The modeled gravity was interpolated from observed gravity values.
 LA0860
 LA0860;                    North         East    Units  Estimated Accuracy
 LA0860;SPC IN E     -   632,919.      154,706.      MT  (+/- 10 meters HH2 GPS)
 LA0860
 LA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6691534810(NAD 83)
 LA0860
 LA0860                          SUPERSEDED SURVEY CONTROL
 LA0860
 LA0860  NGVD 29 (??/??/92)  246.326  (m)          808.15   (f) ADJ UNCH    2 0
 LA0860
 LA0860.Superseded values are not recommended for survey control.
 LA0860
 LA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0860.See file dsdata.pdf to determine how the superseded data were derived.
 LA0860
 LA0860_MARKER: DB = BENCH MARK DISK
 LA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0860_STAMPING: Y 221 1947
 LA0860_MARK LOGO: CGS
 LA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0860+STABILITY: SURFACE MOTION
 LA0860
 LA0860  HISTORY     - Date     Condition        Report By
 LA0860  HISTORY     - 1947     MONUMENTED       CGS
 LA0860  HISTORY     - 1968     GOOD             CGS
 LA0860
 LA0860                          STATION DESCRIPTION
 LA0860
 LA0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0860'1.4 MI W FROM HOAGLAND.
 LA0860'ABOUT 1.35 MILES WEST ALONG A BLACKTOP ROAD FROM THE CROSSING OF
 LA0860'THE PENN. R. AT HOAGLAND, ABOUT 1.0 MILES WEST OF THE LUTHERAN
 LA0860'(ANTIOCH) CHURCH, AT A GRAVEL CROSSROAD, 26 FT. SOUTH OF THE C/L
 LA0860'OF THE BLACKTOP ROAD, 47 FT. EAST OF THE C/L OF THE ROAD SOUTH,
 LA0860'32 FT. EAST OF A PWP. 18402, 1.2 FT. NORTH OF A WIRE FENCE, 1 FT.
 LA0860'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LA0860'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0733 ***********************************************************************
 LA0733  DESIGNATION -  Y 222
 LA0733  PID         -  LA0733
 LA0733  STATE/COUNTY-  IN/ADAMS
 LA0733  COUNTRY     -  US
 LA0733  USGS QUAD   -  DIXON (2019)
 LA0733
 LA0733                         *CURRENT SURVEY CONTROL
 LA0733  ______________________________________________________________________
 LA0733* NAD 83(1986) POSITION- 40 52 38.89   (N) 084 51 41.06   (W)   HD_HELD1
 LA0733* NAVD 88 ORTHO HEIGHT -   253.360 (meters)      831.23  (feet) ADJUSTED
 LA0733  ______________________________________________________________________
 LA0733  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 LA0733  DYNAMIC HEIGHT  -        253.251 (meters)      830.87  (feet) COMP
 LA0733  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 LA0733
 LA0733  VERT ORDER      -  SECOND    CLASS 0
 LA0733
 LA0733.The horizontal coordinates were determined by differentially corrected
 LA0733.hand held GPS observations or other comparable positioning techniques
 LA0733.and have an estimated accuracy of +/- 3 meters.
 LA0733
 LA0733.The orthometric height was determined by differential leveling and
 LA0733.adjusted by the NATIONAL GEODETIC SURVEY
 LA0733.in June 1991.
 LA0733
 LA0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0733.GEOID18 height accuracy estimate available here.
 LA0733
 LA0733.Click photographs - Photos may exist for this station.
 LA0733
 LA0733.The dynamic height is computed by dividing the NAVD 88
 LA0733.geopotential number by the normal gravity value computed on the
 LA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0733.degrees latitude (g = 980.6199 gals.).
 LA0733
 LA0733.The modeled gravity was interpolated from observed gravity values.
 LA0733
 LA0733;                    North         East    Units  Estimated Accuracy
 LA0733;SPC IN E     -   625,263.5     167,874.2     MT  (+/- 3 meters HH1 GPS) 
 LA0733
 LA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8019727356(NAD 83)
 LA0733
 LA0733                          SUPERSEDED SURVEY CONTROL
 LA0733
 LA0733  NGVD 29 (??/??/92)  253.514  (m)          831.74   (f) ADJ UNCH    2 0
 LA0733
 LA0733.Superseded values are not recommended for survey control.
 LA0733
 LA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0733.See file dsdata.pdf to determine how the superseded data were derived.
 LA0733
 LA0733_MARKER: DB = BENCH MARK DISK
 LA0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0733_STAMPING: Y 222 1947
 LA0733_MARK LOGO: CGS
 LA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0733+STABILITY: SURFACE MOTION
 LA0733
 LA0733  HISTORY     - Date     Condition        Report By
 LA0733  HISTORY     - 1947     MONUMENTED       CGS
 LA0733
 LA0733                          STATION DESCRIPTION
 LA0733
 LA0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0733'7 MI S FROM MONROEVILLE.
 LA0733'ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LA0733'AT MONROEVILLE, AT A CROSS ROAD, 178 FEET NORTH OF THE CENTER LINE
 LA0733'OF THE CROSS ROAD, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0733'44.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 101 FEET
 LA0733'SOUTH OF THE CENTER LINE OF THE DRIVE TO THE BARN YARD, 1.3 FEET
 LA0733'WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0733'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0733'POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED BY GOING
 LA0733'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0733'WITH THE ERIE RAILROAD AT DECATUR, ADAMS COUNTY, THENCE ABOUT 4.95
 LA0733'MILES EAST ALONG A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0627 ***********************************************************************
 LA0627  DESIGNATION -  Y 223
 LA0627  PID         -  LA0627
 LA0627  STATE/COUNTY-  IN/ADAMS
 LA0627  COUNTRY     -  US
 LA0627  USGS QUAD   -  BERNE (2019)
 LA0627
 LA0627                         *CURRENT SURVEY CONTROL
 LA0627  ______________________________________________________________________
 LA0627* NAD 83(1986) POSITION- 40 44 41.     (N) 084 57 13.     (W)   SCALED
 LA0627* NAVD 88 ORTHO HEIGHT -   250.184 (meters)      820.81  (feet) ADJUSTED
 LA0627  ______________________________________________________________________
 LA0627  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 LA0627  DYNAMIC HEIGHT  -        250.069 (meters)      820.43  (feet) COMP
 LA0627  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 LA0627
 LA0627  VERT ORDER      -  SECOND    CLASS 0
 LA0627
 LA0627.The horizontal coordinates were scaled from a map and have
 LA0627.an estimated accuracy of +/- 6 seconds.
 LA0627
 LA0627.The orthometric height was determined by differential leveling and
 LA0627.adjusted by the NATIONAL GEODETIC SURVEY
 LA0627.in June 1991.
 LA0627
 LA0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0627.GEOID18 height accuracy estimate available here.
 LA0627
 LA0627.Click photographs - Photos may exist for this station.
 LA0627
 LA0627.The dynamic height is computed by dividing the NAVD 88
 LA0627.geopotential number by the normal gravity value computed on the
 LA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0627.degrees latitude (g = 980.6199 gals.).
 LA0627
 LA0627.The modeled gravity was interpolated from observed gravity values.
 LA0627
 LA0627;                    North         East    Units  Estimated Accuracy
 LA0627;SPC IN E     -   610,460.      160,220.      MT  (+/- 180 meters Scaled)
 LA0627
 LA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL727124(NAD 83)
 LA0627
 LA0627                          SUPERSEDED SURVEY CONTROL
 LA0627
 LA0627  NGVD 29 (??/??/92)  250.334  (m)          821.30   (f) ADJ UNCH    2 0
 LA0627
 LA0627.Superseded values are not recommended for survey control.
 LA0627
 LA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0627.See file dsdata.pdf to determine how the superseded data were derived.
 LA0627
 LA0627_MARKER: DB = BENCH MARK DISK
 LA0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0627_SP_SET: ABUTMENT
 LA0627_STAMPING: Y 223 1947
 LA0627_MARK LOGO: CGS
 LA0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0627
 LA0627  HISTORY     - Date     Condition        Report By
 LA0627  HISTORY     - 1947     MONUMENTED       CGS
 LA0627
 LA0627                          STATION DESCRIPTION
 LA0627
 LA0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0627'AT COPPESS CORNER.
 LA0627'AT COPPESS CORNER, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND
 LA0627'STATE HIGHWAY 124, 115 FEET SOUTHEAST OF THE CENTER LINE OF
 LA0627'HIGHWAY 27, 23 FEET SOUTH OF THE CENTER LIE OF HIGHWAY 124, SET
 LA0627'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 20 FOOT
 LA0627'CONCRETE BRIDGE UNDER HIGHWAY 124, AND ABOUT LEGAL WITH THE
 LA0627'INTERSECTION.  NOTE-- MARK IS ABOUT 0.8 MILE WEST ALONG STATE
 LA0627'HIGHWAY 124 FROM ITS INTERSECTION WITH THE PENNSYLVANIA RAILROAD
 LA0627'AT MONROE, ADAMS COUNTY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0737 ***********************************************************************
 LA0737  FBN         -  This is a Federal Base Network Control Station.
 LA0737  DESIGNATION -  Y 224
 LA0737  PID         -  LA0737
 LA0737  STATE/COUNTY-  IN/ADAMS
 LA0737  COUNTRY     -  US
 LA0737  USGS QUAD   -  BERNE (2019)
 LA0737
 LA0737                         *CURRENT SURVEY CONTROL
 LA0737  ______________________________________________________________________
 LA0737* NAD 83(2011) POSITION- 40 44 42.72732(N) 084 55 02.93787(W)   ADJUSTED
 LA0737* NAD 83(2011) ELLIP HT-   217.177 (meters)        (06/27/12)   ADJUSTED
 LA0737* NAD 83(2011) EPOCH   -  2010.00
 LA0737* NAVD 88 ORTHO HEIGHT -   250.710 (meters)      822.54  (feet) ADJUSTED
 LA0737  ______________________________________________________________________
 LA0737  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 LA0737  NAD 83(2011) X  -    428,712.862 (meters)                     COMP
 LA0737  NAD 83(2011) Y  - -4,820,244.325 (meters)                     COMP
 LA0737  NAD 83(2011) Z  -  4,141,168.722 (meters)                     COMP
 LA0737  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LA0737  DYNAMIC HEIGHT  -        250.596 (meters)      822.16  (feet) COMP
 LA0737  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 LA0737
 LA0737  VERT ORDER      -  SECOND    CLASS 0
 LA0737
 LA0737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LA0737  Standards:
 LA0737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LA0737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LA0737  -------------------------------------------------------------------
 LA0737  NETWORK    0.57   1.16           0.26   0.20   0.59      0.07206875
 LA0737  -------------------------------------------------------------------
 LA0737  Click here for local accuracies and other accuracy information.
 LA0737
 LA0737.The horizontal coordinates were established by GPS observations
 LA0737.and adjusted by the National Geodetic Survey in June 2012.
 LA0737
 LA0737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LA0737.been affixed to the stable North American tectonic plate. See 
 LA0737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LA0737
 LA0737.The horizontal coordinates are valid at the epoch date displayed above
 LA0737.which is a decimal equivalence of Year/Month/Day.
 LA0737
 LA0737.The orthometric height was determined by differential leveling and
 LA0737.adjusted by the NATIONAL GEODETIC SURVEY
 LA0737.in June 1991.
 LA0737
 LA0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0737.GEOID18 height accuracy estimate available here.
 LA0737
 LA0737.Click photographs - Photos may exist for this station.
 LA0737
 LA0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0737
 LA0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0737
 LA0737.The ellipsoidal height was determined by GPS observations
 LA0737.and is referenced to NAD 83.
 LA0737
 LA0737.The dynamic height is computed by dividing the NAVD 88
 LA0737.geopotential number by the normal gravity value computed on the
 LA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0737.degrees latitude (g = 980.6199 gals.).
 LA0737
 LA0737.The modeled gravity was interpolated from observed gravity values.
 LA0737
 LA0737. The following values were computed from the NAD 83(2011) position.
 LA0737
 LA0737;                    North         East     Units Scale Factor Converg.
 LA0737;SPC IN E     -   610,533.466   163,273.001   MT  1.00001592   +0 29 20.4
 LA0737;SPC IN E     - 2,003,058.55    535,671.50   sFT  1.00001592   +0 29 20.4
 LA0737;UTM  16      - 4,512,558.736   675,821.429   MT  0.99998051   +1 21 34.6
 LA0737
 LA0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0737!SPC IN E     -   0.99996593  x   1.00001592  =   0.99998185
 LA0737!UTM  16      -   0.99996593  x   0.99998051  =   0.99994644
 LA0737
 LA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7582112558(NAD 83)
 LA0737
 LA0737                          SUPERSEDED SURVEY CONTROL
 LA0737
 LA0737  NAD 83(2007)-  40 44 42.72744(N)    084 55 02.93873(W) AD(2002.00) 0
 LA0737  ELLIP H (02/10/07)  217.194  (m)                       GP(2002.00)    
 LA0737  NAD 83(1997)-  40 44 42.72740(N)    084 55 02.93814(W) AD(       ) A
 LA0737  ELLIP H (01/19/05)  217.193  (m)                       GP(       ) 4 1
 LA0737  NAVD 88             250.71   (m)          822.5    (f) LEVELING    3  
 LA0737  NGVD 29 (??/??/92)  250.862  (m)          823.04   (f) ADJ UNCH    2 0
 LA0737
 LA0737.Superseded values are not recommended for survey control.
 LA0737
 LA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0737.See file dsdata.pdf to determine how the superseded data were derived.
 LA0737
 LA0737_MARKER: DB = BENCH MARK DISK
 LA0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0737_STAMPING: Y 224 1947
 LA0737_MARK LOGO: CGS
 LA0737_PROJECTION: FLUSH
 LA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0737+STABILITY: SURFACE MOTION
 LA0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0737+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2018
 LA0737
 LA0737  HISTORY     - Date     Condition        Report By
 LA0737  HISTORY     - 1947     MONUMENTED       CGS
 LA0737  HISTORY     - 1983     GOOD             NGS
 LA0737  HISTORY     - 20030623 GOOD             INDOT
 LA0737  HISTORY     - 20180202 GOOD             INDOT
 LA0737
 LA0737                          STATION DESCRIPTION
 LA0737
 LA0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0737'1.2 MI E FROM MONROE.
 LA0737'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 LA0737'WITH THE PENNSYLVANIA RAILROAD AT MONROE, AT A JOGGED CROSS ROAD,
 LA0737'60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 165 FEET EAST
 LA0737'OF THE PROLONGED CENTER LINE OF THE BLACK TOP ROAD NORTH, 32 FEET
 LA0737'EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH, 20.5 FEET
 LA0737'NORTHEAST OF A HIGHWAY R/W AND FENCE CORNER, 37 FEET SOUTHWEST
 LA0737'OF A HIGHWAY R/W MARKER, 3 FEET NORTHWEST OF THE FENCE LINE, 2
 LA0737'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 LA0737'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0737'3 INCHES.
 LA0737
 LA0737                          STATION RECOVERY (1983)
 LA0737
 LA0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0737'RECOVERED IN GOOD CONDITION.
 LA0737
 LA0737                          STATION RECOVERY (2003)
 LA0737
 LA0737'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2003 (CHA)
 LA0737'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE DISK IS MARRED AND
 LA0737'ORIGINAL  STAMPING WAS NO LONGER LEGIBLE.  THE DISK WAS RESTAMPED ---Y
 LA0737'224--- BY NGS IN  JUNE 2003.  THE YEAR 1947 IS BARELY DISCERNIBLE.
 LA0737'
 LA0737'THE STATION IS LOCATED ABOUT 6.4 MI NORTH-NORTHEAST OF BERNE, 3.75 MI
 LA0737'NORTHWEST OF  SALEM, 1 MI EAST OF MONROE, IN MONROE TOWNSHIP, 70.2 FT
 LA0737'(21.4 M) SOUTHEAST FROM THE  NORTHWEST CORNER OF SECTION 2, T 26 N, R
 LA0737'14 E OF THE 2ND PRINCIPAL MERIDIAN, ON HIGHWAY  RIGHT-OF-WAY.
 LA0737'OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVE,
 LA0737'ROOM N642 IGCN, INDIANAPOLIS IN 46204, HENRY ALDRIDGE, PHONE
 LA0737'317-232-6764.
 LA0737'
 LA0737'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 27 AND STATE
 LA0737'HIGHWAY 124, GO  EAST FOR 1.9 MI ON HIGHWAY 124 TO A JOGGED CROSSROAD,
 LA0737'COUNTY ROAD 100E, AND THE STATION,  IN THE SOUTHEAST QUADRANT OF THE
 LA0737'INTERSECTION.
 LA0737'
 LA0737'THE STATION IS SET IN THE TOP OF A 0.8 FT SQUARE CONCRETE POST
 LA0737'PROJECTING 4 CM ABOVE  GROUND.  LOCATED 61 FT (18.6 M) SOUTH FROM THE
 LA0737'CENTERLINE OF HIGHWAY 124, 33.8 FT (10.3 M)  EAST FROM THE CENTERLINE
 LA0737'OF COUNTY ROAD 100E, 20.14 FT (6.14 M) NORTHEAST FROM THE  NORTHEAST
 LA0737'CORNER OF A RIGHT-OF-WAY MONUMENT, 22.0 FT (6.71 M) SOUTHEAST FROM THE
 LA0737'EAST  LEG OF A STOP SIGN, 12.47 FT (3.80 M) WEST-SOUTHWEST FROM A
 LA0737'SPLIT RAIL FENCE POST AT THE SOUTHWEST CORNER OF A FLOWER BED AND 0.6
 LA0737'FT (0.18 M) NORTHWEST OF AN ADAMS COUNTY  SURVEYORS OFFICE SURVEY SIGN
 LA0737'AND 1.25-INCH STEEL ROD.
 LA0737
 LA0737                          STATION RECOVERY (2018)
 LA0737
 LA0737'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 LA0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0639 ***********************************************************************
 LA0639  DESIGNATION -  Y 225
 LA0639  PID         -  LA0639
 LA0639  STATE/COUNTY-  IN/ADAMS
 LA0639  COUNTRY     -  US
 LA0639  USGS QUAD   -  BERNE (2019)
 LA0639
 LA0639                         *CURRENT SURVEY CONTROL
 LA0639  ______________________________________________________________________
 LA0639* NAD 83(1986) POSITION- 40 38 05.     (N) 084 57 17.     (W)   SCALED
 LA0639* NAVD 88 ORTHO HEIGHT -   260.701 (meters)      855.32  (feet) ADJUSTED
 LA0639  ______________________________________________________________________
 LA0639  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 LA0639  DYNAMIC HEIGHT  -        260.578 (meters)      854.91  (feet) COMP
 LA0639  MODELED GRAVITY -    980,144.8   (mgal)                       NAVD 88
 LA0639
 LA0639  VERT ORDER      -  SECOND    CLASS 0
 LA0639
 LA0639.The horizontal coordinates were scaled from a map and have
 LA0639.an estimated accuracy of +/- 6 seconds.
 LA0639
 LA0639.The orthometric height was determined by differential leveling and
 LA0639.adjusted by the NATIONAL GEODETIC SURVEY
 LA0639.in June 1991.
 LA0639
 LA0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0639.GEOID18 height accuracy estimate available here.
 LA0639
 LA0639.Click photographs - Photos may exist for this station.
 LA0639
 LA0639.The dynamic height is computed by dividing the NAVD 88
 LA0639.geopotential number by the normal gravity value computed on the
 LA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0639.degrees latitude (g = 980.6199 gals.).
 LA0639
 LA0639.The modeled gravity was interpolated from observed gravity values.
 LA0639
 LA0639;                    North         East    Units  Estimated Accuracy
 LA0639;SPC IN E     -   598,240.      160,230.      MT  (+/- 180 meters Scaled)
 LA0639
 LA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729002(NAD 83)
 LA0639
 LA0639                          SUPERSEDED SURVEY CONTROL
 LA0639
 LA0639  NGVD 29 (??/??/92)  260.851  (m)          855.81   (f) ADJ UNCH    2 0
 LA0639
 LA0639.Superseded values are not recommended for survey control.
 LA0639
 LA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0639.See file dsdata.pdf to determine how the superseded data were derived.
 LA0639
 LA0639_MARKER: DB = BENCH MARK DISK
 LA0639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0639_SP_SET: CULVERT HEADWALL
 LA0639_STAMPING: Y 225 1947
 LA0639_MARK LOGO: CGS
 LA0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0639+STABILITY: SURFACE MOTION
 LA0639
 LA0639  HISTORY     - Date     Condition        Report By
 LA0639  HISTORY     - 1947     MONUMENTED       CGS
 LA0639
 LA0639                          STATION DESCRIPTION
 LA0639
 LA0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0639'1.6 MI S FROM BERNE.
 LA0639'ABOUT 1.55 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE INTERSECTION
 LA0639'OF STATE HIGHWAY 118 AT BERNE, ABOUT 0.9 MILE NORTH OF A CROSS
 LA0639'ROAD, 0.55 MILE SOUTH OF A CROSS ROAD, 62 FEET SOUTH OF A FENCE
 LA0639'CORNER IN THE EAST RIGHT-OF-WAY FENCE, IN THE TOP OF THE SOUTH
 LA0639'END OF THE EAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 18 FEET
 LA0639'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0571 ***********************************************************************
 LA0571  DESIGNATION -  Y 226
 LA0571  PID         -  LA0571
 LA0571  STATE/COUNTY-  IN/ADAMS
 LA0571  COUNTRY     -  US
 LA0571  USGS QUAD   -  BERNE (2019)
 LA0571
 LA0571                         *CURRENT SURVEY CONTROL
 LA0571  ______________________________________________________________________
 LA0571* NAD 83(1986) POSITION- 40 39 32.     (N) 084 52 47.     (W)   SCALED
 LA0571* NAVD 88 ORTHO HEIGHT -   251.491 (meters)      825.10  (feet) ADJUSTED
 LA0571  ______________________________________________________________________
 LA0571  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 LA0571  DYNAMIC HEIGHT  -        251.373 (meters)      824.71  (feet) COMP
 LA0571  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 LA0571
 LA0571  VERT ORDER      -  SECOND    CLASS 0
 LA0571
 LA0571.The horizontal coordinates were scaled from a map and have
 LA0571.an estimated accuracy of +/- 6 seconds.
 LA0571
 LA0571.The orthometric height was determined by differential leveling and
 LA0571.adjusted by the NATIONAL GEODETIC SURVEY
 LA0571.in June 1991.
 LA0571
 LA0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0571.GEOID18 height accuracy estimate available here.
 LA0571
 LA0571.Click photographs - Photos may exist for this station.
 LA0571
 LA0571.The dynamic height is computed by dividing the NAVD 88
 LA0571.geopotential number by the normal gravity value computed on the
 LA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0571.degrees latitude (g = 980.6199 gals.).
 LA0571
 LA0571.The modeled gravity was interpolated from observed gravity values.
 LA0571
 LA0571;                    North         East    Units  Estimated Accuracy
 LA0571;SPC IN E     -   600,980.      166,550.      MT  (+/- 180 meters Scaled)
 LA0571
 LA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792030(NAD 83)
 LA0571
 LA0571                          SUPERSEDED SURVEY CONTROL
 LA0571
 LA0571  NGVD 29 (??/??/92)  251.644  (m)          825.60   (f) ADJ UNCH    2 0
 LA0571
 LA0571.Superseded values are not recommended for survey control.
 LA0571
 LA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0571.See file dsdata.pdf to determine how the superseded data were derived.
 LA0571
 LA0571_MARKER: DB = BENCH MARK DISK
 LA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0571_STAMPING: Y 226 1947
 LA0571_MARK LOGO: CGS
 LA0571_PROJECTION: PROJECTING 13 CENTIMETERS
 LA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0571+STABILITY: SURFACE MOTION
 LA0571
 LA0571  HISTORY     - Date     Condition        Report By
 LA0571  HISTORY     - 1947     MONUMENTED       CGS
 LA0571
 LA0571                          STATION DESCRIPTION
 LA0571
 LA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0571'3.6 MI E FROM BERNE.
 LA0571'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST
 LA0571'OFFICE AT BERNE, AT A JOGGED CROSS ROAD WITH A HIGHWAY BRIDGE
 LA0571'BETWEEN THE SOUTH AND THE NORTH TANGENT OF THE CROSS ROAD, 42
 LA0571'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY 237 FEET WEST OF
 LA0571'THE CENTER LINE OF THE NORTH TANGENT OF THE CROSS ROAD, ABOUT
 LA0571'70 FEET WEST OF A T FENCE CORNER IN THE NORTH RIGHT-OF-WAY
 LA0571'FENCE, 216 FEET WEST OF A FENCE CORNER, 3.5 FEET WEST OF POWER
 LA0571'POLE NO. 50/135, 1.2 FEET SOUTH OF THE FENCE LINE, 2 FEET EAST
 LA0571'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LA0571'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1983 ***********************************************************************
 LA1983  DESIGNATION -  Y 226 RESET
 LA1983  PID         -  LA1983
 LA1983  STATE/COUNTY-  IN/ADAMS
 LA1983  COUNTRY     -  US
 LA1983  USGS QUAD   -  BERNE (2019)
 LA1983
 LA1983                         *CURRENT SURVEY CONTROL
 LA1983  ______________________________________________________________________
 LA1983* NAD 83(1986) POSITION- 40 39 32.     (N) 084 52 47.     (W)   SCALED
 LA1983* NAVD 88 ORTHO HEIGHT -   251.43  (meters)      824.9   (feet) RESET
 LA1983  ______________________________________________________________________
 LA1983  GEOID HEIGHT    -        -33.561 (meters)                     GEOID18
 LA1983  VERT ORDER      -  THIRD
 LA1983
 LA1983.The horizontal coordinates were scaled from a map and have
 LA1983.an estimated accuracy of +/- 6 seconds.
 LA1983
 LA1983.The orthometric height was computed from unverified reset data.
 LA1983
 LA1983.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1983.GEOID18 height accuracy estimate available here.
 LA1983
 LA1983.Click photographs - Photos may exist for this station.
 LA1983
 LA1983;                    North         East    Units  Estimated Accuracy
 LA1983;SPC IN E     -   600,980.      166,550.      MT  (+/- 180 meters Scaled)
 LA1983
 LA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792030(NAD 83)
 LA1983
 LA1983                          SUPERSEDED SURVEY CONTROL
 LA1983
 LA1983  NGVD 29 (08/22/16)  251.58   (m)          825.4    (f) RESET       3  
 LA1983
 LA1983.Superseded values are not recommended for survey control.
 LA1983
 LA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1983.See file dsdata.pdf to determine how the superseded data were derived.
 LA1983
 LA1983_MARKER: DV = VERTICAL CONTROL DISK
 LA1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1983_STAMPING: Y 226 1947 RESET 1983
 LA1983_MARK LOGO: NGS
 LA1983_PROJECTION: FLUSH
 LA1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1983+STABILITY: SURFACE MOTION
 LA1983
 LA1983  HISTORY     - Date     Condition        Report By
 LA1983  HISTORY     - 1983     MONUMENTED       NGS
 LA1983
 LA1983                          STATION DESCRIPTION
 LA1983
 LA1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LA1983'3.65 MI EAST FROM BERNE.
 LA1983'3.65 MILES EAST ALONG STATE HIGHWAY 218 FROM THE POST OFFICE IN
 LA1983'BERNE, JUST BEFORE CROSSING A BRIDGE, 14.6 METERS (48.0 FEET) NORTH
 LA1983'OF THE APPROXIMATE CENTER OF HIGHWAY 218, 1.8 METERS (5.8 FEET) WEST
 LA1983'OF A UTILITY POLE, AND 0.6 METER (2.0 FEET) SOUTH OF A ELECTRIC FENCE
 LA1983'LINE.
 LA1983'THE MARK IS 2.0 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0529 ***********************************************************************
 LA0529  DESIGNATION -  Y 227
 LA0529  PID         -  LA0529
 LA0529  STATE/COUNTY-  IN/JAY
 LA0529  COUNTRY     -  US
 LA0529  USGS QUAD   -  GENEVA (2019)
 LA0529
 LA0529                         *CURRENT SURVEY CONTROL
 LA0529  ______________________________________________________________________
 LA0529* NAD 83(1986) POSITION- 40 32 26.     (N) 084 58 58.     (W)   SCALED
 LA0529* NAVD 88 ORTHO HEIGHT -   263.717 (meters)      865.21  (feet) ADJUSTED
 LA0529  ______________________________________________________________________
 LA0529  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 LA0529  DYNAMIC HEIGHT  -        263.589 (meters)      864.79  (feet) COMP
 LA0529  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 LA0529
 LA0529  VERT ORDER      -  SECOND    CLASS 0
 LA0529
 LA0529.The horizontal coordinates were scaled from a map and have
 LA0529.an estimated accuracy of +/- 6 seconds.
 LA0529
 LA0529.The orthometric height was determined by differential leveling and
 LA0529.adjusted by the NATIONAL GEODETIC SURVEY
 LA0529.in June 1991.
 LA0529
 LA0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0529.GEOID18 height accuracy estimate available here.
 LA0529
 LA0529.Click photographs - Photos may exist for this station.
 LA0529
 LA0529.The dynamic height is computed by dividing the NAVD 88
 LA0529.geopotential number by the normal gravity value computed on the
 LA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0529.degrees latitude (g = 980.6199 gals.).
 LA0529
 LA0529.The modeled gravity was interpolated from observed gravity values.
 LA0529
 LA0529;                    North         East    Units  Estimated Accuracy
 LA0529;SPC IN E     -   587,760.      157,940.      MT  (+/- 180 meters Scaled)
 LA0529
 LA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK708897(NAD 83)
 LA0529
 LA0529                          SUPERSEDED SURVEY CONTROL
 LA0529
 LA0529  NGVD 29 (??/??/92)  263.865  (m)          865.70   (f) ADJ UNCH    2 0
 LA0529
 LA0529.Superseded values are not recommended for survey control.
 LA0529
 LA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0529.See file dsdata.pdf to determine how the superseded data were derived.
 LA0529
 LA0529_MARKER: DB = BENCH MARK DISK
 LA0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0529_SP_SET: CULVERT HEADWALL
 LA0529_STAMPING: Y 227 1947
 LA0529_MARK LOGO: CGS
 LA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0529+STABILITY: SURFACE MOTION
 LA0529
 LA0529  HISTORY     - Date     Condition        Report By
 LA0529  HISTORY     - 1947     MONUMENTED       CGS
 LA0529
 LA0529                          STATION DESCRIPTION
 LA0529
 LA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0529'1.5 MI NW FROM BRYANT.
 LA0529'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE METHODIST
 LA0529'CHURCH AT BRYANT, THENCE ABOUT 0.95 MILE WEST ALONG STATE
 LA0529'HIGHWAY 18, ABOUT 0.85 MILE EAST OF THE STEEL BRIDGE OVER BEAR
 LA0529'CREEK, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A
 LA0529'3-FOOT CONCRETE CULVERT, 20 FEET SOUTH OF AND ABOUT LEVEL WITH
 LA0529'THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1179 ***********************************************************************
 JZ1179  DESIGNATION -  Y 228
 JZ1179  PID         -  JZ1179
 JZ1179  STATE/COUNTY-  IN/WAYNE
 JZ1179  COUNTRY     -  US
 JZ1179  USGS QUAD   -  NEW PARIS (2016)
 JZ1179
 JZ1179                         *CURRENT SURVEY CONTROL
 JZ1179  ______________________________________________________________________
 JZ1179* NAD 83(1986) POSITION- 39 51 54.     (N) 084 49 10.     (W)   SCALED
 JZ1179* NAVD 88 ORTHO HEIGHT -   332.522 (meters)     1090.95  (feet) ADJUSTED
 JZ1179  ______________________________________________________________________
 JZ1179  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 JZ1179  DYNAMIC HEIGHT  -        332.327 (meters)     1090.31  (feet) COMP
 JZ1179  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 JZ1179
 JZ1179  VERT ORDER      -  SECOND    CLASS 0
 JZ1179
 JZ1179.The horizontal coordinates were scaled from a map and have
 JZ1179.an estimated accuracy of +/- 6 seconds.
 JZ1179
 JZ1179.The orthometric height was determined by differential leveling and
 JZ1179.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1179.in June 1991.
 JZ1179
 JZ1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1179.GEOID18 height accuracy estimate available here.
 JZ1179
 JZ1179.Click photographs - Photos may exist for this station.
 JZ1179
 JZ1179.The dynamic height is computed by dividing the NAVD 88
 JZ1179.geopotential number by the normal gravity value computed on the
 JZ1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1179.degrees latitude (g = 980.6199 gals.).
 JZ1179
 JZ1179.The modeled gravity was interpolated from observed gravity values.
 JZ1179
 JZ1179;                    North         East    Units  Estimated Accuracy
 JZ1179;SPC IN E     -   512,870.      172,490.      MT  (+/- 180 meters Scaled)
 JZ1179
 JZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK865150(NAD 83)
 JZ1179
 JZ1179                          SUPERSEDED SURVEY CONTROL
 JZ1179
 JZ1179  NGVD 29 (??/??/92)  332.665  (m)         1091.42   (f) ADJ UNCH    2 0
 JZ1179
 JZ1179.Superseded values are not recommended for survey control.
 JZ1179
 JZ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1179.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1179
 JZ1179_MARKER: DB = BENCH MARK DISK
 JZ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1179_STAMPING: Y 228 1947
 JZ1179_MARK LOGO: CGS
 JZ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1179+STABILITY: SURFACE MOTION
 JZ1179
 JZ1179  HISTORY     - Date     Condition        Report By
 JZ1179  HISTORY     - 1947     MONUMENTED       CGS
 JZ1179
 JZ1179                          STATION DESCRIPTION
 JZ1179
 JZ1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1179'2.2 MI SE FROM MIDDLEBORO.
 JZ1179'0.1 MILE SOUTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE OVER
 JZ1179'MIDDLE FORK AT MIDDLEBORO, THENCE ABOUT 2.15 MILES SOUTHEAST
 JZ1179'ALONG A GRAVEL ROAD, 1.05 MILE NORTH OF THE JUNCTION OF STATE
 JZ1179'HIGHWAY 121, AT A CROSS ROAD, 20 FEET WEST OF THE CENTER LINE
 JZ1179'OF THE ROAD, 60 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD,
 JZ1179'39 FEET SOUTH OF A FENCE CORNER, 15.5 FEET SOUTH OF A POWER
 JZ1179'POLE, 1 FOOT EAST OF THE FENCE LINE, 2.5 FEET SOUTH OF A WHITE
 JZ1179'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 JZ1179'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0433 ***********************************************************************
 LA0433  DESIGNATION -  Y 229
 LA0433  PID         -  LA0433
 LA0433  STATE/COUNTY-  IN/RANDOLPH
 LA0433  COUNTRY     -  US
 LA0433  USGS QUAD   -  LYNN (2019)
 LA0433
 LA0433                         *CURRENT SURVEY CONTROL
 LA0433  ______________________________________________________________________
 LA0433* NAD 83(1986) POSITION- 40 02 57.2    (N) 084 56 26.9    (W)   HD_HELD2
 LA0433* NAVD 88 ORTHO HEIGHT -   360.727 (meters)     1183.49  (feet) ADJUSTED
 LA0433  ______________________________________________________________________
 LA0433  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LA0433  DYNAMIC HEIGHT  -        360.529 (meters)     1182.84  (feet) COMP
 LA0433  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 LA0433
 LA0433  VERT ORDER      -  SECOND    CLASS 0
 LA0433
 LA0433.The horizontal coordinates were established by autonomous hand held GPS
 LA0433.observations and have an estimated accuracy of +/- 10 meters.
 LA0433
 LA0433.The orthometric height was determined by differential leveling and
 LA0433.adjusted by the NATIONAL GEODETIC SURVEY
 LA0433.in June 1991.
 LA0433
 LA0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0433.GEOID18 height accuracy estimate available here.
 LA0433
 LA0433.Click photographs - Photos may exist for this station.
 LA0433
 LA0433.The dynamic height is computed by dividing the NAVD 88
 LA0433.geopotential number by the normal gravity value computed on the
 LA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0433.degrees latitude (g = 980.6199 gals.).
 LA0433
 LA0433.The modeled gravity was interpolated from observed gravity values.
 LA0433
 LA0433;                    North         East    Units  Estimated Accuracy
 LA0433;SPC IN E     -   533,235.      161,938.      MT  (+/- 10 meters HH2 GPS)
 LA0433
 LA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7565235251(NAD 83)
 LA0433
 LA0433                          SUPERSEDED SURVEY CONTROL
 LA0433
 LA0433  NGVD 29 (??/??/92)  360.866  (m)         1183.94   (f) ADJ UNCH    2 0
 LA0433
 LA0433.Superseded values are not recommended for survey control.
 LA0433
 LA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0433.See file dsdata.pdf to determine how the superseded data were derived.
 LA0433
 LA0433_MARKER: DB = BENCH MARK DISK
 LA0433_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0433+WITH SETTING: PAVEMENT
 LA0433_SP_SET: WATER TANK BASE
 LA0433_STAMPING: Y 229 1947
 LA0433_MARK LOGO: CGS
 LA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0433+STABILITY: SURFACE MOTION
 LA0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0433+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 LA0433
 LA0433  HISTORY     - Date     Condition        Report By
 LA0433  HISTORY     - 1947     MONUMENTED       CGS
 LA0433  HISTORY     - 20060125 GOOD             GEOCAC
 LA0433
 LA0433                          STATION DESCRIPTION
 LA0433
 LA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0433'AT LYNN.
 LA0433'AT LYNN, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST LEG
 LA0433'OF THE WATER TOWER, ABOUT 1.0 FOOT ABOVE THE GROUND.
 LA0433
 LA0433                          STATION RECOVERY (2006)
 LA0433
 LA0433'RECOVERY NOTE BY GEOCACHING 2006 (WJR)
 LA0433'THE BENCHMARK IS COVERED WITH A HEAVY COAT OF BLUE PAINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0696 ***********************************************************************
 ME0696  DESIGNATION -  Y 23
 ME0696  PID         -  ME0696
 ME0696  STATE/COUNTY-  IN/STARKE
 ME0696  COUNTRY     -  US
 ME0696  USGS QUAD   -  HAMLET (2019)
 ME0696
 ME0696                         *CURRENT SURVEY CONTROL
 ME0696  ______________________________________________________________________
 ME0696* NAD 83(1986) POSITION- 41 22 53.     (N) 086 34 45.     (W)   SCALED
 ME0696* NAVD 88 ORTHO HEIGHT -   213.219 (meters)      699.54  (feet) ADJUSTED
 ME0696  ______________________________________________________________________
 ME0696  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0696  DYNAMIC HEIGHT  -        213.133 (meters)      699.25  (feet) COMP
 ME0696  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 ME0696
 ME0696  VERT ORDER      -  FIRST     CLASS I
 ME0696
 ME0696.The horizontal coordinates were scaled from a map and have
 ME0696.an estimated accuracy of +/- 6 seconds.
 ME0696
 ME0696.The orthometric height was determined by differential leveling and
 ME0696.adjusted by the NATIONAL GEODETIC SURVEY
 ME0696.in June 1991.
 ME0696
 ME0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0696.GEOID18 height accuracy estimate available here.
 ME0696
 ME0696.Click photographs - Photos may exist for this station.
 ME0696
 ME0696.The dynamic height is computed by dividing the NAVD 88
 ME0696.geopotential number by the normal gravity value computed on the
 ME0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0696.degrees latitude (g = 980.6199 gals.).
 ME0696
 ME0696.The modeled gravity was interpolated from observed gravity values.
 ME0696
 ME0696;                    North         East    Units  Estimated Accuracy
 ME0696;SPC IN W     -   681,040.      942,170.      MT  (+/- 180 meters Scaled)
 ME0696
 ME0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL351811(NAD 83)
 ME0696
 ME0696                          SUPERSEDED SURVEY CONTROL
 ME0696
 ME0696  NGVD 29 (??/??/92)  213.320  (m)          699.87   (f) ADJ UNCH    1 1
 ME0696
 ME0696.Superseded values are not recommended for survey control.
 ME0696
 ME0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0696.See file dsdata.pdf to determine how the superseded data were derived.
 ME0696
 ME0696_MARKER: DB = BENCH MARK DISK
 ME0696_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0696+WITH SETTING: PAVEMENT
 ME0696_SP_SET: SEMAPHORE BASE
 ME0696_STAMPING: Y 23 1934
 ME0696_MARK LOGO: CGS
 ME0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0696+STABILITY: SURFACE MOTION
 ME0696
 ME0696  HISTORY     - Date     Condition        Report By
 ME0696  HISTORY     - 1934     MONUMENTED       CGS
 ME0696  HISTORY     - 1968     GOOD             CGS
 ME0696  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0696
 ME0696                          STATION DESCRIPTION
 ME0696
 ME0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0696'AT HAMLET.
 ME0696'AT HAMLET, ABOUT 0.15 MILE EAST ALONG THE PENN CENTRAL RAILROAD
 ME0696'FROM THE CROSSING OF STARKE STREET, 15 RAILS SOUTH ALONG THE
 ME0696'NORTH-SOUTH TRACK OF THE PENN CENTRAL RAILROAD FROM THE
 ME0696'INTERSECTION OF THE EAST-WEST TRACKS OF THE PENN CENTRAL
 ME0696'RAILROAD, SET ON THE TOP OF THE SOUTHWEST CORNER OF A 4-FOOT
 ME0696'SQUARE CONCRETE BASE FOR A LARGE SEMAPHORE, 19.2 FEET EAST OF
 ME0696'THE EAST RAIL OF THE MAIN TRACK AND LEVEL WITH THE TRACK.
 ME0696'SEC 19, T 34N, R 1 W.
 ME0696
 ME0696                          STATION RECOVERY (1992)
 ME0696
 ME0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0696'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1151 ***********************************************************************
 JZ1151  DESIGNATION -  Y 230
 JZ1151  PID         -  JZ1151
 JZ1151  STATE/COUNTY-  IN/WAYNE
 JZ1151  COUNTRY     -  US
 JZ1151  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1151
 JZ1151                         *CURRENT SURVEY CONTROL
 JZ1151  ______________________________________________________________________
 JZ1151* NAD 83(1986) POSITION- 39 55 04.0    (N) 084 59 46.6    (W)   HD_HELD2
 JZ1151* NAVD 88 ORTHO HEIGHT -   340.970 (meters)     1118.67  (feet) ADJUSTED
 JZ1151  ______________________________________________________________________
 JZ1151  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 JZ1151  DYNAMIC HEIGHT  -        340.777 (meters)     1118.03  (feet) COMP
 JZ1151  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 JZ1151
 JZ1151  VERT ORDER      -  SECOND    CLASS 0
 JZ1151
 JZ1151.The horizontal coordinates were established by autonomous hand held GPS
 JZ1151.observations and have an estimated accuracy of +/- 10 meters.
 JZ1151
 JZ1151.The orthometric height was determined by differential leveling and
 JZ1151.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1151.in June 1991.
 JZ1151
 JZ1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1151.GEOID18 height accuracy estimate available here.
 JZ1151
 JZ1151.Click photographs - Photos may exist for this station.
 JZ1151
 JZ1151.The dynamic height is computed by dividing the NAVD 88
 JZ1151.geopotential number by the normal gravity value computed on the
 JZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1151.degrees latitude (g = 980.6199 gals.).
 JZ1151
 JZ1151.The modeled gravity was interpolated from observed gravity values.
 JZ1151
 JZ1151;                    North         East    Units  Estimated Accuracy
 JZ1151;SPC IN E     -   518,604.      157,314.      MT  (+/- 10 meters HH2 GPS)
 JZ1151
 JZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7124820553(NAD 83)
 JZ1151
 JZ1151                          SUPERSEDED SURVEY CONTROL
 JZ1151
 JZ1151  NGVD 29 (??/??/92)  341.110  (m)         1119.13   (f) ADJ UNCH    2 0
 JZ1151
 JZ1151.Superseded values are not recommended for survey control.
 JZ1151
 JZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1151.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1151
 JZ1151_MARKER: DB = BENCH MARK DISK
 JZ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1151_STAMPING: Y 230 1947
 JZ1151_MARK LOGO: CGS
 JZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1151+STABILITY: SURFACE MOTION
 JZ1151
 JZ1151  HISTORY     - Date     Condition        Report By
 JZ1151  HISTORY     - 1947     MONUMENTED       CGS
 JZ1151  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1151
 JZ1151                          STATION DESCRIPTION
 JZ1151
 JZ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1151'2.2 MI S FROM WILLIAMSBURG.
 JZ1151'2.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1151'WILLIAMSBURG, AT A CROSS ROAD, 64 FEET SOUTH OF THE CENTER LINE
 JZ1151'OF THE CROSS ROAD, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ1151'44 FEET SOUTH OF A FENCE CORNER POST, 45 FEET NORTH OF POWER POLE
 JZ1151'NO. 547-663, 1.2 FEET EAST OF THE FENCE LINE, 2 FEET SOUTH OF
 JZ1151'A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD AND
 JZ1151'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1151
 JZ1151                          STATION RECOVERY (2003)
 JZ1151
 JZ1151'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1151'NORTH/SOUTH ROAD IS CENTERVILLE ROAD, CROSS ROAD IS PALMER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0305 ***********************************************************************
 LA0305  DESIGNATION -  Y 231
 LA0305  PID         -  LA0305
 LA0305  STATE/COUNTY-  IN/RANDOLPH
 LA0305  COUNTRY     -  US
 LA0305  USGS QUAD   -  DEERFIELD (2019)
 LA0305
 LA0305                         *CURRENT SURVEY CONTROL
 LA0305  ______________________________________________________________________
 LA0305* NAD 83(1986) POSITION- 40 18 33.     (N) 084 52 55.     (W)   SCALED
 LA0305* NAVD 88 ORTHO HEIGHT -   323.743 (meters)     1062.15  (feet) ADJUSTED
 LA0305  ______________________________________________________________________
 LA0305  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 LA0305  DYNAMIC HEIGHT  -        323.578 (meters)     1061.61  (feet) COMP
 LA0305  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 LA0305
 LA0305  VERT ORDER      -  SECOND    CLASS 0
 LA0305
 LA0305.The horizontal coordinates were scaled from a map and have
 LA0305.an estimated accuracy of +/- 6 seconds.
 LA0305
 LA0305.The orthometric height was determined by differential leveling and
 LA0305.adjusted by the NATIONAL GEODETIC SURVEY
 LA0305.in June 1991.
 LA0305
 LA0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0305.GEOID18 height accuracy estimate available here.
 LA0305
 LA0305.Click photographs - Photos may exist for this station.
 LA0305
 LA0305.The dynamic height is computed by dividing the NAVD 88
 LA0305.geopotential number by the normal gravity value computed on the
 LA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0305.degrees latitude (g = 980.6199 gals.).
 LA0305
 LA0305.The modeled gravity was interpolated from observed gravity values.
 LA0305
 LA0305;                    North         East    Units  Estimated Accuracy
 LA0305;SPC IN E     -   562,140.      166,710.      MT  (+/- 180 meters Scaled)
 LA0305
 LA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK799642(NAD 83)
 LA0305
 LA0305                          SUPERSEDED SURVEY CONTROL
 LA0305
 LA0305  NGVD 29 (??/??/92)  323.893  (m)         1062.64   (f) ADJ UNCH    2 0
 LA0305
 LA0305.Superseded values are not recommended for survey control.
 LA0305
 LA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0305.See file dsdata.pdf to determine how the superseded data were derived.
 LA0305
 LA0305_MARKER: DB = BENCH MARK DISK
 LA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0305_STAMPING: Y 231 1947
 LA0305_MARK LOGO: CGS
 LA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0305+STABILITY: SURFACE MOTION
 LA0305
 LA0305  HISTORY     - Date     Condition        Report By
 LA0305  HISTORY     - 1947     MONUMENTED       CGS
 LA0305
 LA0305                          STATION DESCRIPTION
 LA0305
 LA0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0305'0.8 MI E FROM NEW PITTSBURG.
 LA0305'ABOUT 0.75 MILE EAST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD
 LA0305'FROM THE GERMAN REFORM CHURCH AT NEW PITTSBURG, AT THE JUNCTION
 LA0305'OF A GRAVEL ROAD NORTH AND 137 FEET WEST OF THE JUNCTION OF A
 LA0305'GRAVEL ROAD SOUTH, ALONG THE SOUTH RIGHT-OF-WAY FENCE, 280
 LA0305'FEET NORTHWEST OF AND ACROSS THE ROAD SOUTH FROM A LARGE RED
 LA0305'BARN, 21 FEET SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD
 LA0305'AND IN LINE WITH THE ROAD NORTH, 1 FOOT NORTH OF THE FENCE
 LA0305'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0305'WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0305'4 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0351 ***********************************************************************
 LA0351  DESIGNATION -  Y 232
 LA0351  PID         -  LA0351
 LA0351  STATE/COUNTY-  IN/JAY
 LA0351  COUNTRY     -  US
 LA0351  USGS QUAD   -  DEERFIELD (2019)
 LA0351
 LA0351                         *CURRENT SURVEY CONTROL
 LA0351  ______________________________________________________________________
 LA0351* NAD 83(1986) POSITION- 40 21 10.     (N) 084 54 03.     (W)   SCALED
 LA0351* NAVD 88 ORTHO HEIGHT -   302.687 (meters)      993.07  (feet) ADJUSTED
 LA0351  ______________________________________________________________________
 LA0351  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 LA0351  DYNAMIC HEIGHT  -        302.535 (meters)      992.57  (feet) COMP
 LA0351  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 LA0351
 LA0351  VERT ORDER      -  SECOND    CLASS 0
 LA0351
 LA0351.The horizontal coordinates were scaled from a map and have
 LA0351.an estimated accuracy of +/- 6 seconds.
 LA0351
 LA0351.The orthometric height was determined by differential leveling and
 LA0351.adjusted by the NATIONAL GEODETIC SURVEY
 LA0351.in June 1991.
 LA0351
 LA0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0351.GEOID18 height accuracy estimate available here.
 LA0351
 LA0351.Click photographs - Photos may exist for this station.
 LA0351
 LA0351.The dynamic height is computed by dividing the NAVD 88
 LA0351.geopotential number by the normal gravity value computed on the
 LA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0351.degrees latitude (g = 980.6199 gals.).
 LA0351
 LA0351.The modeled gravity was interpolated from observed gravity values.
 LA0351
 LA0351;                    North         East    Units  Estimated Accuracy
 LA0351;SPC IN E     -   566,970.      165,060.      MT  (+/- 180 meters Scaled)
 LA0351
 LA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK782690(NAD 83)
 LA0351
 LA0351                          SUPERSEDED SURVEY CONTROL
 LA0351
 LA0351  NGVD 29 (??/??/92)  302.839  (m)          993.56   (f) ADJ UNCH    2 0
 LA0351
 LA0351.Superseded values are not recommended for survey control.
 LA0351
 LA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0351.See file dsdata.pdf to determine how the superseded data were derived.
 LA0351
 LA0351_MARKER: DB = BENCH MARK DISK
 LA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0351_STAMPING: Y 232 1947
 LA0351_MARK LOGO: CGS
 LA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0351+STABILITY: SURFACE MOTION
 LA0351
 LA0351  HISTORY     - Date     Condition        Report By
 LA0351  HISTORY     - 1947     MONUMENTED       CGS
 LA0351
 LA0351                          STATION DESCRIPTION
 LA0351
 LA0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0351'3.3 MI N FROM NEW PITTSBURG.
 LA0351'ABOUT 0.25 MILES WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0351'THE GERMAN REFORM CHURCH AT NEW PITTSBURH, THENCE ABOUT 3.05
 LA0351'MILES NORTH ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF THE
 LA0351'INTERSECTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, AT THE JUNCTION
 LA0351'OF A GRAVEL ROAD LEADING EAST, 295 FEET WEST AND ACROSS THE
 LA0351'NORTH-SOUTH ROAD FROM THE SOUTHWEST CORNER OF A TWO STORY FARM
 LA0351'HOUSE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH
 LA0351'OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 5 FEET SOUTH OF A
 LA0351'POWER POLE AND IN LINE WITH THE ROW OF POLES, 1 FOOT EAST OF THE
 LA0351'FENCE LINE, 2 FEET NORTH OF A WHTIE WOODEN WITNESS POST, ABOUT
 LA0351'0.5 FOOT BELOW THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 LA0351'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0946 ***********************************************************************
 ME0946  DESIGNATION -  Y 233
 ME0946  PID         -  ME0946
 ME0946  STATE/COUNTY-  IN/LAKE
 ME0946  COUNTRY     -  US
 ME0946  USGS QUAD   -  GARY (2019)
 ME0946
 ME0946                         *CURRENT SURVEY CONTROL
 ME0946  ______________________________________________________________________
 ME0946* NAD 83(1986) POSITION- 41 32 55.     (N) 087 20 35.     (W)   SCALED
 ME0946* NAVD 88 ORTHO HEIGHT -   193.435 (meters)      634.63  (feet) ADJUSTED
 ME0946  ______________________________________________________________________
 ME0946  GEOID HEIGHT    -        -33.614 (meters)                     GEOID18
 ME0946  DYNAMIC HEIGHT  -        193.361 (meters)      634.39  (feet) COMP
 ME0946  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 ME0946
 ME0946  VERT ORDER      -  SECOND    CLASS 0
 ME0946
 ME0946.The horizontal coordinates were scaled from a map and have
 ME0946.an estimated accuracy of +/- 6 seconds.
 ME0946
 ME0946.The orthometric height was determined by differential leveling and
 ME0946.adjusted by the NATIONAL GEODETIC SURVEY
 ME0946.in June 1991.
 ME0946
 ME0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0946.GEOID18 height accuracy estimate available here.
 ME0946
 ME0946.Click photographs - Photos may exist for this station.
 ME0946
 ME0946.The dynamic height is computed by dividing the NAVD 88
 ME0946.geopotential number by the normal gravity value computed on the
 ME0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0946.degrees latitude (g = 980.6199 gals.).
 ME0946
 ME0946.The modeled gravity was interpolated from observed gravity values.
 ME0946
 ME0946;                    North         East    Units  Estimated Accuracy
 ME0946;SPC IN W     -   699,520.      878,330.      MT  (+/- 180 meters Scaled)
 ME0946
 ME0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL713997(NAD 83)
 ME0946
 ME0946                          SUPERSEDED SURVEY CONTROL
 ME0946
 ME0946  NGVD 29 (??/??/92)  193.534  (m)          634.95   (f) ADJ UNCH    2 0
 ME0946
 ME0946.Superseded values are not recommended for survey control.
 ME0946
 ME0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0946.See file dsdata.pdf to determine how the superseded data were derived.
 ME0946
 ME0946_MARKER: DB = BENCH MARK DISK
 ME0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0946_SP_SET: BUILDING FOUNDATION
 ME0946_STAMPING: Y 233 1947
 ME0946_MARK LOGO: CGS
 ME0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0946+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 ME0946
 ME0946  HISTORY     - Date     Condition        Report By
 ME0946  HISTORY     - 1947     MONUMENTED       CGS
 ME0946  HISTORY     - 20210226 SEE DESCRIPTION  IN-089
 ME0946
 ME0946                          STATION DESCRIPTION
 ME0946
 ME0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0946'AT GARY.
 ME0946'AT GARY, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS
 ME0946'INTERSECTION OF STATE HIGHWAY 53 AT GARY, SET VERTICALLY IN THE
 ME0946'WEST FACE OF THE CONCRETE FOUNDATION OF THE NORTHWEST CORNER OF
 ME0946'THE ST. MARKS CHURCH AT THE SOUTHEAST CORNER OF 38TH AVENUE
 ME0946'(U.S. HIGHWAY 6) AND JACKSON STREET, 3.7 FEET SOUTH OF THE
 ME0946'NORTHWEST CORNER OF THE BUILDING AND 0.4 FOOT ABOVE THE GROUND.
 ME0946
 ME0946                          STATION RECOVERY (2021)
 ME0946
 ME0946'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME0946'A CONCRETE RAMP HAS BEEN INSTALLED OVER THE MARK, SEE PICTURES REPORT
 ME0946'BY JOEL J JANOWSKI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2377 ***********************************************************************
 JZ2377  DESIGNATION -  Y 234
 JZ2377  PID         -  JZ2377
 JZ2377  STATE/COUNTY-  IN/MADISON
 JZ2377  COUNTRY     -  US
 JZ2377  USGS QUAD   -  INGALLS (2019)
 JZ2377
 JZ2377                         *CURRENT SURVEY CONTROL
 JZ2377  ______________________________________________________________________
 JZ2377* NAD 83(1986) POSITION- 39 59 04.     (N) 085 45 00.     (W)   SCALED
 JZ2377* NAVD 88 ORTHO HEIGHT -   267.965 (meters)      879.15  (feet) ADJUSTED
 JZ2377  ______________________________________________________________________
 JZ2377  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ2377  DYNAMIC HEIGHT  -        267.817 (meters)      878.66  (feet) COMP
 JZ2377  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 JZ2377
 JZ2377  VERT ORDER      -  FIRST     CLASS II
 JZ2377
 JZ2377.The horizontal coordinates were scaled from a map and have
 JZ2377.an estimated accuracy of +/- 6 seconds.
 JZ2377
 JZ2377.The orthometric height was determined by differential leveling and
 JZ2377.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2377.in June 1991.
 JZ2377
 JZ2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2377.GEOID18 height accuracy estimate available here.
 JZ2377
 JZ2377.Click photographs - Photos may exist for this station.
 JZ2377
 JZ2377.The dynamic height is computed by dividing the NAVD 88
 JZ2377.geopotential number by the normal gravity value computed on the
 JZ2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2377.degrees latitude (g = 980.6199 gals.).
 JZ2377
 JZ2377.The modeled gravity was interpolated from observed gravity values.
 JZ2377
 JZ2377;                    North         East    Units  Estimated Accuracy
 JZ2377;SPC IN E     -   525,790.       92,880.      MT  (+/- 180 meters Scaled)
 JZ2377
 JZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK067267(NAD 83)
 JZ2377
 JZ2377                          SUPERSEDED SURVEY CONTROL
 JZ2377
 JZ2377  NGVD 29 (??/??/92)  268.096  (m)          879.58   (f) ADJ UNCH    1 2
 JZ2377
 JZ2377.Superseded values are not recommended for survey control.
 JZ2377
 JZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2377.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2377
 JZ2377_MARKER: DB = BENCH MARK DISK
 JZ2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2377_STAMPING: Y 234 1947
 JZ2377_MARK LOGO: CGS
 JZ2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2377+STABILITY: SURFACE MOTION
 JZ2377
 JZ2377  HISTORY     - Date     Condition        Report By
 JZ2377  HISTORY     - 1947     MONUMENTED       CGS
 JZ2377  HISTORY     - 20020909 MARK NOT FOUND   USPSQD
 JZ2377
 JZ2377                          STATION DESCRIPTION
 JZ2377
 JZ2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2377'1.5 MI SW FROM PENDLETON.
 JZ2377'ABOUT 1.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2377'FROM THE STATION AT PENDLETON, ABOUT 0.1 MILE NORTHEAST ALONG
 JZ2377'STATE HIGHWAY 67 FROM ITS JUNCTION WITH STATE HIGHWAY 9 LEADING
 JZ2377'SOUTH, 64 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILE POST
 JZ2377'257, 23.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF STATE HIGHWAY
 JZ2377'67, 7.5 FEET NORTHEAST OF POLE NO. 256/53, 35 FEET SOUTHEAST OF
 JZ2377'THE SOUTHEAST RAIL OF THE TRACK, 2 FEET SOUTHWEST OF A WHITE
 JZ2377'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET IN
 JZ2377'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2377
 JZ2377                          STATION RECOVERY (2002)
 JZ2377
 JZ2377'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 JZ2377'NO WITNESS POST FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0276 ***********************************************************************
 KA0276  DESIGNATION -  Y 235
 KA0276  PID         -  KA0276
 KA0276  STATE/COUNTY-  IN/MARION
 KA0276  COUNTRY     -  US
 KA0276  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0276
 KA0276                         *CURRENT SURVEY CONTROL
 KA0276  ______________________________________________________________________
 KA0276* NAD 83(1986) POSITION- 39 46 06.     (N) 086 08 41.     (W)   SCALED
 KA0276* NAVD 88 ORTHO HEIGHT -   222.293 (meters)      729.31  (feet) ADJUSTED
 KA0276  ______________________________________________________________________
 KA0276  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 KA0276  DYNAMIC HEIGHT  -        222.170 (meters)      728.90  (feet) COMP
 KA0276  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 KA0276
 KA0276  VERT ORDER      -  FIRST     CLASS II
 KA0276
 KA0276.The horizontal coordinates were scaled from a map and have
 KA0276.an estimated accuracy of +/- 6 seconds.
 KA0276
 KA0276.The orthometric height was determined by differential leveling and
 KA0276.adjusted by the NATIONAL GEODETIC SURVEY
 KA0276.in June 1991.
 KA0276
 KA0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0276.GEOID18 height accuracy estimate available here.
 KA0276
 KA0276.Click photographs - Photos may exist for this station.
 KA0276
 KA0276.The dynamic height is computed by dividing the NAVD 88
 KA0276.geopotential number by the normal gravity value computed on the
 KA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0276.degrees latitude (g = 980.6199 gals.).
 KA0276
 KA0276.The modeled gravity was interpolated from observed gravity values.
 KA0276
 KA0276;                    North         East    Units  Estimated Accuracy
 KA0276;SPC IN E     -   501,910.       59,040.      MT  (+/- 180 meters Scaled)
 KA0276
 KA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK732023(NAD 83)
 KA0276
 KA0276                          SUPERSEDED SURVEY CONTROL
 KA0276
 KA0276  NGVD 29 (??/??/92)  222.43   (m)          729.8    (f) COMPUTED    1 2
 KA0276
 KA0276.Superseded values are not recommended for survey control.
 KA0276
 KA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0276.See file dsdata.pdf to determine how the superseded data were derived.
 KA0276
 KA0276_MARKER: DB = BENCH MARK DISK
 KA0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0276_SP_SET: OVERPASS
 KA0276_STAMPING: Y 235 1947
 KA0276_MARK LOGO: CGS
 KA0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0276
 KA0276  HISTORY     - Date     Condition        Report By
 KA0276  HISTORY     - 1947     MONUMENTED       CGS
 KA0276  HISTORY     - 19960501 MARK NOT FOUND   USPSQD
 KA0276
 KA0276                          STATION DESCRIPTION
 KA0276
 KA0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0276'AT INDIANAPOLIS.
 KA0276'AT INDIANAPOLIS, ABOUT 1.1 MILES NORTH ALONG THE NEW YORK CENTRAL
 KA0276'RAILROAD FROM THE UNION STATION, AT THE OVER PASS OF THE RAILROAD
 KA0276'OVER EAST MARKET STREET, SET IN THE TOP OF THE NORTHEAST END
 KA0276'OF THE SOUTHEAST RETAINING WALL, 19.5 FEET SOUTHEAST OF THE
 KA0276'SOUTHEAST RAIL OF THE MAIN TRACK AND ABOUT 1.5 FEET ABOVE THE
 KA0276'TRACK.
 KA0276
 KA0276                          STATION RECOVERY (1996)
 KA0276
 KA0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0277 ***********************************************************************
 KA0277  DESIGNATION -  Y 235 RESET
 KA0277  PID         -  KA0277
 KA0277  STATE/COUNTY-  IN/MARION
 KA0277  COUNTRY     -  US
 KA0277  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0277
 KA0277                         *CURRENT SURVEY CONTROL
 KA0277  ______________________________________________________________________
 KA0277* NAD 83(1986) POSITION- 39 46 04.     (N) 086 08 39.     (W)   SCALED
 KA0277* NAVD 88 ORTHO HEIGHT -   222.286 (meters)      729.28  (feet) ADJUSTED
 KA0277  ______________________________________________________________________
 KA0277  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 KA0277  DYNAMIC HEIGHT  -        222.163 (meters)      728.88  (feet) COMP
 KA0277  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 KA0277
 KA0277  VERT ORDER      -  FIRST     CLASS II
 KA0277
 KA0277.The horizontal coordinates were scaled from a map and have
 KA0277.an estimated accuracy of +/- 6 seconds.
 KA0277
 KA0277.The orthometric height was determined by differential leveling and
 KA0277.adjusted by the NATIONAL GEODETIC SURVEY
 KA0277.in June 1991.
 KA0277
 KA0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0277.GEOID18 height accuracy estimate available here.
 KA0277
 KA0277.Click photographs - Photos may exist for this station.
 KA0277
 KA0277.The dynamic height is computed by dividing the NAVD 88
 KA0277.geopotential number by the normal gravity value computed on the
 KA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0277.degrees latitude (g = 980.6199 gals.).
 KA0277
 KA0277.The modeled gravity was interpolated from observed gravity values.
 KA0277
 KA0277;                    North         East    Units  Estimated Accuracy
 KA0277;SPC IN E     -   501,840.       59,090.      MT  (+/- 180 meters Scaled)
 KA0277
 KA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK733023(NAD 83)
 KA0277
 KA0277                          SUPERSEDED SURVEY CONTROL
 KA0277
 KA0277  NGVD 29 (??/??/??)  222.43   (m)          729.8    (f) RESET       3  
 KA0277
 KA0277.Superseded values are not recommended for survey control.
 KA0277
 KA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0277.See file dsdata.pdf to determine how the superseded data were derived.
 KA0277
 KA0277_MARKER: DB = BENCH MARK DISK
 KA0277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0277_SP_SET: RETAINING WALL
 KA0277_STAMPING: Y 235 RESET 1951
 KA0277_MARK LOGO: CGS
 KA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0277+STABILITY: SURFACE MOTION
 KA0277
 KA0277  HISTORY     - Date     Condition        Report By
 KA0277  HISTORY     - 1951     MONUMENTED       NYCRR
 KA0277  HISTORY     - 1985     GOOD             NGS
 KA0277  HISTORY     - 19960514 GOOD             USPSQD
 KA0277
 KA0277                          STATION DESCRIPTION
 KA0277
 KA0277'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1951
 KA0277'AT INDIANAPOLIS.
 KA0277'AT INDIANAPOLIS, MARION COUNTY, 1.1 MILES NORTH ALONG THE NEW
 KA0277'YORK CENTRAL RAILROAD FROM UNION STATION, AT A BRIDGE OVER
 KA0277'EAST MARKET STREET, IN THE TOP OF THE NORTHWEST RETAINING WALL,
 KA0277'6.6 FEET NORTH OF THE SOUTH END OF THE WALL, AND 1.5 FEET HIGHER
 KA0277'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 235 RESET 1951.
 KA0277
 KA0277                          STATION RECOVERY (1985)
 KA0277
 KA0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0277'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE NEW
 KA0277'YORK CENTRAL RAILROAD IS NOW THE CONRAIL RAILROAD.
 KA0277
 KA0277                          STATION RECOVERY (1996)
 KA0277
 KA0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 KA0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2463 ***********************************************************************
 JZ2463  DESIGNATION -  Y 237
 JZ2463  PID         -  JZ2463
 JZ2463  STATE/COUNTY-  IN/MARION
 JZ2463  COUNTRY     -  US
 JZ2463  USGS QUAD   -  CUMBERLAND (2019)
 JZ2463
 JZ2463                         *CURRENT SURVEY CONTROL
 JZ2463  ______________________________________________________________________
 JZ2463* NAD 83(1986) POSITION- 39 49 36.7    (N) 085 57 11.4    (W)   HD_HELD2
 JZ2463* NAVD 88 ORTHO HEIGHT -   262.588 (meters)      861.51  (feet) ADJUSTED
 JZ2463  ______________________________________________________________________
 JZ2463  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 JZ2463  DYNAMIC HEIGHT  -        262.439 (meters)      861.02  (feet) COMP
 JZ2463  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 JZ2463
 JZ2463  VERT ORDER      -  SECOND    CLASS 0
 JZ2463
 JZ2463.The horizontal coordinates were established by autonomous hand held GPS
 JZ2463.observations and have an estimated accuracy of +/- 10 meters.
 JZ2463
 JZ2463.The orthometric height was determined by differential leveling and
 JZ2463.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2463.in June 1991.
 JZ2463
 JZ2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2463.GEOID18 height accuracy estimate available here.
 JZ2463
 JZ2463.Click photographs - Photos may exist for this station.
 JZ2463
 JZ2463.The dynamic height is computed by dividing the NAVD 88
 JZ2463.geopotential number by the normal gravity value computed on the
 JZ2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2463.degrees latitude (g = 980.6199 gals.).
 JZ2463
 JZ2463.The modeled gravity was interpolated from observed gravity values.
 JZ2463
 JZ2463;                    North         East    Units  Estimated Accuracy
 JZ2463;SPC IN E     -   508,333.       75,474.      MT  (+/- 10 meters HH2 GPS)
 JZ2463
 JZ2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8958309064(NAD 83)
 JZ2463
 JZ2463                          SUPERSEDED SURVEY CONTROL
 JZ2463
 JZ2463  NGVD 29 (??/??/92)  262.711  (m)          861.91   (f) ADJ UNCH    2 0
 JZ2463
 JZ2463.Superseded values are not recommended for survey control.
 JZ2463
 JZ2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2463.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2463
 JZ2463_MARKER: DB = BENCH MARK DISK
 JZ2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2463_STAMPING: Y 237 1947
 JZ2463_MARK LOGO: CGS
 JZ2463_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2463+STABILITY: SURFACE MOTION
 JZ2463
 JZ2463  HISTORY     - Date     Condition        Report By
 JZ2463  HISTORY     - 1947     MONUMENTED       CGS
 JZ2463  HISTORY     - 1973     GOOD             NGS
 JZ2463  HISTORY     - 1976     GOOD             LOCSUR
 JZ2463  HISTORY     - 19880730 GOOD             LOCENG
 JZ2463  HISTORY     - 20120914 GOOD             PICI
 JZ2463
 JZ2463                          STATION DESCRIPTION
 JZ2463
 JZ2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2463'3.4 MI S FROM OAKLANDON.
 JZ2463'ABOUT 3.4 MILES SOUTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM
 JZ2463'THE SCHOOL BUILDING AT OAKLANDON, IN THE NORTHWEST QUARTER OF THE
 JZ2463'INTERSECTION WITH AN EAST-WEST PAVED ROAD, 37 FEET NORTH OF THE
 JZ2463'CENTER LINE OF THE PAVED ROAD, 16 FEET WEST OF THE CENTER LINE
 JZ2463'OF THE COUNTY-LINE ROAD, 17 FEET NORTH OF A FENCE CORNER, 4.5
 JZ2463'FEET NORTH OF TELEPHONE POLE NUMBER A-1-7/35, 1 FOOT EAST OF
 JZ2463'A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ2463'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ2463'POST PROJECTING ABOUT 5 INCHES.  NOTE-- THIS MARK IS ABOUT 3.9
 JZ2463'MILES NORTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM THE POST
 JZ2463'OFFICE AT CUMBERLAND.
 JZ2463
 JZ2463                          STATION RECOVERY (1973)
 JZ2463
 JZ2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2463'RECOVERED IN GOOD CONDITION.
 JZ2463
 JZ2463                          STATION RECOVERY (1976)
 JZ2463
 JZ2463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2463'RECOVERED IN GOOD CONDITION.
 JZ2463
 JZ2463                          STATION RECOVERY (1988)
 JZ2463
 JZ2463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2463'RECOVERED IN GOOD CONDITION.  ADD-METAL POLE WITH WITNESS POST PUSHED
 JZ2463'OVER.
 JZ2463
 JZ2463                          STATION RECOVERY (2012)
 JZ2463
 JZ2463'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2012 (JF)
 JZ2463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2567 ***********************************************************************
 JZ2567  DESIGNATION -  Y 238
 JZ2567  PID         -  JZ2567
 JZ2567  STATE/COUNTY-  IN/SHELBY
 JZ2567  COUNTRY     -  US
 JZ2567  USGS QUAD   -  ACTON (2019)
 JZ2567
 JZ2567                         *CURRENT SURVEY CONTROL
 JZ2567  ______________________________________________________________________
 JZ2567* NAD 83(1986) POSITION- 39 40 05.     (N) 085 54 43.     (W)   SCALED
 JZ2567* NAVD 88 ORTHO HEIGHT -   238.311 (meters)      781.86  (feet) ADJUSTED
 JZ2567  ______________________________________________________________________
 JZ2567  GEOID HEIGHT    -        -33.756 (meters)                     GEOID18
 JZ2567  DYNAMIC HEIGHT  -        238.175 (meters)      781.41  (feet) COMP
 JZ2567  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 JZ2567
 JZ2567  VERT ORDER      -  SECOND    CLASS 0
 JZ2567
 JZ2567.The horizontal coordinates were scaled from a map and have
 JZ2567.an estimated accuracy of +/- 6 seconds.
 JZ2567
 JZ2567.The orthometric height was determined by differential leveling and
 JZ2567.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2567.in June 1991.
 JZ2567
 JZ2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2567.GEOID18 height accuracy estimate available here.
 JZ2567
 JZ2567.Click photographs - Photos may exist for this station.
 JZ2567
 JZ2567.The dynamic height is computed by dividing the NAVD 88
 JZ2567.geopotential number by the normal gravity value computed on the
 JZ2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2567.degrees latitude (g = 980.6199 gals.).
 JZ2567
 JZ2567.The modeled gravity was interpolated from observed gravity values.
 JZ2567
 JZ2567;                    North         East    Units  Estimated Accuracy
 JZ2567;SPC IN E     -   490,690.       78,950.      MT  (+/- 180 meters Scaled)
 JZ2567
 JZ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ933914(NAD 83)
 JZ2567
 JZ2567                          SUPERSEDED SURVEY CONTROL
 JZ2567
 JZ2567  NGVD 29 (??/??/92)  238.427  (m)          782.24   (f) ADJ UNCH    2 0
 JZ2567
 JZ2567.Superseded values are not recommended for survey control.
 JZ2567
 JZ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2567.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2567
 JZ2567_MARKER: DB = BENCH MARK DISK
 JZ2567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2567_SP_SET: BRIDGE
 JZ2567_STAMPING: Y 238 1947
 JZ2567_MARK LOGO: CGS
 JZ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2567
 JZ2567  HISTORY     - Date     Condition        Report By
 JZ2567  HISTORY     - 1947     MONUMENTED       CGS
 JZ2567  HISTORY     - 1973     GOOD             NGS
 JZ2567
 JZ2567                          STATION DESCRIPTION
 JZ2567
 JZ2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2567'2 MI E FROM PLEASANT VIEW.
 JZ2567'THIS MARK IS REACHED FROM THE BAPTIST CHURCH AT PLEASANT VIEW
 JZ2567'BY GOING SOUTHEAST FOR 0.2 MILE ALONG STATE HIGHWAY 29, THENCE
 JZ2567'0.95 MILE EAST, 0.45 MILE NORTHEAST AND 0.4 MILE EAST ALONG A
 JZ2567'PAVED COUNTY ROAD.  THE MARK IS IN THE TOP OF THE NORTHEAST END
 JZ2567'OF THE NORTHEAST CONCRETE WINGWALL OF A 160-FOOT STEEL BRIDGE
 JZ2567'OVER SUGAR CREEK, ABOUT 0.1 MILE WEST OF THE JUNCTION WITH A
 JZ2567'GRAVEL ROAD LEADING SOUTH, 18 FEET NORTHEAST OF THE EAST END
 JZ2567'OF THE STEEL TRUSS, 14.5 FEET NORTH OF THE CENTER LINE OF THE
 JZ2567'ROAD AND ABOUT LEVEL WITH THE ROAD.
 JZ2567
 JZ2567                          STATION RECOVERY (1973)
 JZ2567
 JZ2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2558 ***********************************************************************
 JZ2558  DESIGNATION -  Y 239
 JZ2558  PID         -  JZ2558
 JZ2558  STATE/COUNTY-  IN/SHELBY
 JZ2558  COUNTRY     -  US
 JZ2558  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2558
 JZ2558                         *CURRENT SURVEY CONTROL
 JZ2558  ______________________________________________________________________
 JZ2558* NAD 83(1986) POSITION- 39 36 40.82   (N) 085 41 12.23   (W)   HD_HELD1
 JZ2558* NAVD 88 ORTHO HEIGHT -   265.689 (meters)      871.68  (feet) ADJUSTED
 JZ2558  ______________________________________________________________________
 JZ2558  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 JZ2558  DYNAMIC HEIGHT  -        265.533 (meters)      871.17  (feet) COMP
 JZ2558  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 JZ2558
 JZ2558  VERT ORDER      -  SECOND    CLASS 0
 JZ2558
 JZ2558.The horizontal coordinates were determined by differentially corrected
 JZ2558.hand held GPS observations or other comparable positioning techniques
 JZ2558.and have an estimated accuracy of +/- 3 meters.
 JZ2558
 JZ2558.The orthometric height was determined by differential leveling and
 JZ2558.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2558.in June 1991.
 JZ2558
 JZ2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2558.GEOID18 height accuracy estimate available here.
 JZ2558
 JZ2558.Click photographs - Photos may exist for this station.
 JZ2558
 JZ2558.The dynamic height is computed by dividing the NAVD 88
 JZ2558.geopotential number by the normal gravity value computed on the
 JZ2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2558.degrees latitude (g = 980.6199 gals.).
 JZ2558
 JZ2558.The modeled gravity was interpolated from observed gravity values.
 JZ2558
 JZ2558;                    North         East    Units  Estimated Accuracy
 JZ2558;SPC IN E     -   484,365.9      98,277.1     MT  (+/- 3 meters HH1 GPS) 
 JZ2558
 JZ2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1273585444(NAD 83)
 JZ2558
 JZ2558                          SUPERSEDED SURVEY CONTROL
 JZ2558
 JZ2558  NGVD 29 (??/??/92)  265.810  (m)          872.08   (f) ADJ UNCH    2 0
 JZ2558
 JZ2558.Superseded values are not recommended for survey control.
 JZ2558
 JZ2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2558.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2558
 JZ2558_MARKER: DB = BENCH MARK DISK
 JZ2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2558_STAMPING: Y 239 1947
 JZ2558_MARK LOGO: CGS
 JZ2558_PROJECTION: FLUSH
 JZ2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2558+STABILITY: SURFACE MOTION
 JZ2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2558+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2022
 JZ2558
 JZ2558  HISTORY     - Date     Condition        Report By
 JZ2558  HISTORY     - 1947     MONUMENTED       CGS
 JZ2558  HISTORY     - 20220922 POOR             INDOT
 JZ2558
 JZ2558                          STATION DESCRIPTION
 JZ2558
 JZ2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2558'4.8 MI N FROM RAYS CROSSING.
 JZ2558'ABOUT 4.8 MILES NORTH ALONG THE MORRISTOWN-RAYS CROSSING ROAD
 JZ2558'FROM THE JUNCTION WITH STATE HIGHWAY 44 AT RAYS CROSSING, IN
 JZ2558'THE NORTHWEST ANGLE OF THE INTERSECTION WITH AN EAST-WEST ROAD,
 JZ2558'26 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 21.5
 JZ2558'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET
 JZ2558'NORTH OF A CORNER FENCE POST, 11 FEET NORTHWEST OF REA POLE
 JZ2558'NUMBER 170B, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 JZ2558'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD LEVEL AND SET
 JZ2558'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2558'NOTE-- THIS MARK MAY BE REACHED FROM THE SCHOOL AT MORRISTOWN
 JZ2558'BY GOING ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52, THENCE
 JZ2558'SOUTH ALONG A GRAVEL ROAD LEADING TO RAYS CROSSING FOR ABOUT
 JZ2558'4.1 MILES TO A CROSSROADS AND THE SITE OF THE MARK.
 JZ2558
 JZ2558                          STATION RECOVERY (2022)
 JZ2558
 JZ2558'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2558'MARK WAS FOUND FLUSH WITH THE SURFACE AND APPEARS TO BE STABLE BUT THE
 JZ2558'BRONZE DISK HAS BEEN DAMAGED AND MOST OF IT IS MISSING.  THE MARK IS 3
 JZ2558'FT (0.9 M) DUE SOUTH OF A POWER POLE AND IS MOST LIKELY NOT SUITABLE
 JZ2558'FOR SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2486 ***********************************************************************
 JZ2486  DESIGNATION -  Y 240
 JZ2486  PID         -  JZ2486
 JZ2486  STATE/COUNTY-  IN/HANCOCK
 JZ2486  COUNTRY     -  US
 JZ2486  USGS QUAD   -  GREENFIELD (2019)
 JZ2486
 JZ2486                         *CURRENT SURVEY CONTROL
 JZ2486  ______________________________________________________________________
 JZ2486* NAD 83(1986) POSITION- 39 51 23.     (N) 085 50 26.     (W)   SCALED
 JZ2486* NAVD 88 ORTHO HEIGHT -   265.632 (meters)      871.49  (feet) ADJUSTED
 JZ2486  ______________________________________________________________________
 JZ2486  GEOID HEIGHT    -        -33.999 (meters)                     GEOID18
 JZ2486  DYNAMIC HEIGHT  -        265.481 (meters)      871.00  (feet) COMP
 JZ2486  MODELED GRAVITY -    980,052.0   (mgal)                       NAVD 88
 JZ2486
 JZ2486  VERT ORDER      -  SECOND    CLASS 0
 JZ2486
 JZ2486.The horizontal coordinates were scaled from a map and have
 JZ2486.an estimated accuracy of +/- 6 seconds.
 JZ2486
 JZ2486.The orthometric height was determined by differential leveling and
 JZ2486.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2486.in June 1991.
 JZ2486
 JZ2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2486.GEOID18 height accuracy estimate available here.
 JZ2486
 JZ2486.Click photographs - Photos may exist for this station.
 JZ2486
 JZ2486.The dynamic height is computed by dividing the NAVD 88
 JZ2486.geopotential number by the normal gravity value computed on the
 JZ2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2486.degrees latitude (g = 980.6199 gals.).
 JZ2486
 JZ2486.The modeled gravity was interpolated from observed gravity values.
 JZ2486
 JZ2486;                    North         East    Units  Estimated Accuracy
 JZ2486;SPC IN E     -   511,590.       85,120.      MT  (+/- 180 meters Scaled)
 JZ2486
 JZ2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK991124(NAD 83)
 JZ2486
 JZ2486                          SUPERSEDED SURVEY CONTROL
 JZ2486
 JZ2486  NGVD 29 (??/??/92)  265.755  (m)          871.90   (f) ADJ UNCH    2 0
 JZ2486
 JZ2486.Superseded values are not recommended for survey control.
 JZ2486
 JZ2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2486.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2486
 JZ2486_MARKER: DB = BENCH MARK DISK
 JZ2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2486_STAMPING: Y 240 1947
 JZ2486_MARK LOGO: CGS
 JZ2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2486+STABILITY: SURFACE MOTION
 JZ2486
 JZ2486  HISTORY     - Date     Condition        Report By
 JZ2486  HISTORY     - 1947     MONUMENTED       CGS
 JZ2486  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2486
 JZ2486                          STATION DESCRIPTION
 JZ2486
 JZ2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2486'0.9 MI N FROM MOHAWK.
 JZ2486'ABOUT 0.9 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JZ2486'MOHAWK, IN THE NORTHEAST QUARTER OF THE INTERSECTION WITH AN
 JZ2486'EAST-WEST GRAVEL ROAD, 24.5 FEET EAST OF THE CENTER LINE OF THE
 JZ2486'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE
 JZ2486'EAST-WEST ROAD, 11 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 JZ2486'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW ROAD
 JZ2486'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 JZ2486'INCHES.
 JZ2486
 JZ2486                          STATION RECOVERY (2009)
 JZ2486
 JZ2486'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2486'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2458 ***********************************************************************
 JZ2458  DESIGNATION -  Y 241
 JZ2458  PID         -  JZ2458
 JZ2458  STATE/COUNTY-  IN/HANCOCK
 JZ2458  COUNTRY     -  US
 JZ2458  USGS QUAD   -  SHIRLEY (2019)
 JZ2458
 JZ2458                         *CURRENT SURVEY CONTROL
 JZ2458  ______________________________________________________________________
 JZ2458* NAD 83(1986) POSITION- 39 54 07.     (N) 085 36 33.     (W)   SCALED
 JZ2458* NAVD 88 ORTHO HEIGHT -   303.683 (meters)      996.33  (feet) ADJUSTED
 JZ2458  ______________________________________________________________________
 JZ2458  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JZ2458  DYNAMIC HEIGHT  -        303.512 (meters)      995.77  (feet) COMP
 JZ2458  MODELED GRAVITY -    980,056.1   (mgal)                       NAVD 88
 JZ2458
 JZ2458  VERT ORDER      -  SECOND    CLASS 0
 JZ2458
 JZ2458.The horizontal coordinates were scaled from a map and have
 JZ2458.an estimated accuracy of +/- 6 seconds.
 JZ2458
 JZ2458.The orthometric height was determined by differential leveling and
 JZ2458.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2458.in June 1991.
 JZ2458
 JZ2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2458.GEOID18 height accuracy estimate available here.
 JZ2458
 JZ2458.Click photographs - Photos may exist for this station.
 JZ2458
 JZ2458.The dynamic height is computed by dividing the NAVD 88
 JZ2458.geopotential number by the normal gravity value computed on the
 JZ2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2458.degrees latitude (g = 980.6199 gals.).
 JZ2458
 JZ2458.The modeled gravity was interpolated from observed gravity values.
 JZ2458
 JZ2458;                    North         East    Units  Estimated Accuracy
 JZ2458;SPC IN E     -   516,630.      104,920.      MT  (+/- 180 meters Scaled)
 JZ2458
 JZ2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK188177(NAD 83)
 JZ2458
 JZ2458                          SUPERSEDED SURVEY CONTROL
 JZ2458
 JZ2458  NGVD 29 (??/??/92)  303.808  (m)          996.74   (f) ADJ UNCH    2 0
 JZ2458
 JZ2458.Superseded values are not recommended for survey control.
 JZ2458
 JZ2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2458.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2458
 JZ2458_MARKER: DB = BENCH MARK DISK
 JZ2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2458_STAMPING: Y 241 1947
 JZ2458_MARK LOGO: CGS
 JZ2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2458+STABILITY: SURFACE MOTION
 JZ2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2458+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2458
 JZ2458  HISTORY     - Date     Condition        Report By
 JZ2458  HISTORY     - 1947     MONUMENTED       CGS
 JZ2458  HISTORY     - 20090203 GOOD             IN-059
 JZ2458
 JZ2458                          STATION DESCRIPTION
 JZ2458
 JZ2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2458'2.2 MI NW FROM SHIRLEY.
 JZ2458'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2458'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, THENCE 1.35
 JZ2458'MILE WEST ALONG STATE HIGHWAY 234, ABOUT 0.35 MILE EAST OF THE
 JZ2458'INTERSECTION OF A NORTH-SOUTH PAVED ROAD, 52 FEET SOUTHEAST OF
 JZ2458'THE SOUTHEAST CORNER OF BYRON COLLIERS RED BRICK FARM HOUSE,
 JZ2458'39.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 JZ2458'EAST OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, 68 FEET
 JZ2458'WEST OF POWER POLE NUMBER 3-H-6B/24, 1 FOOT SOUTH OF THE FENCE
 JZ2458'LINE, 8.5 FEET EAST OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 JZ2458'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ2458'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2458
 JZ2458                          STATION RECOVERY (2009)
 JZ2458
 JZ2458'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0190 ***********************************************************************
 KA0190  DESIGNATION -  Y 242
 KA0190  PID         -  KA0190
 KA0190  STATE/COUNTY-  IN/MARION
 KA0190  COUNTRY     -  US
 KA0190  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0190
 KA0190                         *CURRENT SURVEY CONTROL
 KA0190  ______________________________________________________________________
 KA0190* NAD 83(1986) POSITION- 39 46 11.     (N) 086 05 05.     (W)   SCALED
 KA0190* NAVD 88 ORTHO HEIGHT -   238.394 (meters)      782.13  (feet) POSTED
 KA0190  ______________________________________________________________________
 KA0190  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 KA0190  DYNAMIC HEIGHT  -        238.26  (meters)      781.7   (feet) COMP
 KA0190  MODELED GRAVITY -    980,058.6   (mgal)                       NAVD 88
 KA0190
 KA0190  VERT ORDER      -  * POSTED, SEE BELOW
 KA0190
 KA0190.The horizontal coordinates were scaled from a map and have
 KA0190.an estimated accuracy of +/- 6 seconds.
 KA0190
 KA0190.The orthometric height was determined by differential leveling
 KA0190.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0190
 KA0190.* This is a POSTED BENCH MARK height.
 KA0190
 KA0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0190.GEOID18 height accuracy estimate available here.
 KA0190
 KA0190.Click photographs - Photos may exist for this station.
 KA0190
 KA0190.The dynamic height is computed by dividing the NAVD 88
 KA0190.geopotential number by the normal gravity value computed on the
 KA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0190.degrees latitude (g = 980.6199 gals.).
 KA0190
 KA0190.The modeled gravity was interpolated from observed gravity values.
 KA0190
 KA0190;                    North         East    Units  Estimated Accuracy
 KA0190;SPC IN E     -   502,030.       64,180.      MT  (+/- 180 meters Scaled)
 KA0190
 KA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK783025(NAD 83)
 KA0190
 KA0190                          SUPERSEDED SURVEY CONTROL
 KA0190
 KA0190  NGVD 29 (??/??/92)  238.522  (m)          782.55   (f) ADJ UNCH    2 0
 KA0190
 KA0190.Superseded values are not recommended for survey control.
 KA0190
 KA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0190.See file dsdata.pdf to determine how the superseded data were derived.
 KA0190
 KA0190_MARKER: DB = BENCH MARK DISK
 KA0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0190_SP_SET: BRIDGE
 KA0190_STAMPING: Y 242 1947
 KA0190_MARK LOGO: CGS
 KA0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0190
 KA0190  HISTORY     - Date     Condition        Report By
 KA0190  HISTORY     - 1947     MONUMENTED       CGS
 KA0190  HISTORY     - 1961     POOR             CGS
 KA0190  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA0190
 KA0190                          STATION DESCRIPTION
 KA0190
 KA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0190'AT INDIANAPOLIS.
 KA0190'AT INDIANAPOLIS, ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 40
 KA0190'FROM THE MARION COUNTY COURTHOUSE, IN THE 5000 BLOCK ON EAST
 KA0190'WASHINGTON STREET, IN THE TOP OF THE WEST END OF THE SOUTH
 KA0190'CONCRETE RAILING OF A 90-FOOT CONCRETE ARCH BRIDGE OVER PLEASANT
 KA0190'RUN CREEK, 5.9 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 53
 KA0190'FEET EAST OF THE EAST CURB OF PLEASANT RUN PARKWAY, AND ABOUT
 KA0190'3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KA0190
 KA0190                          STATION RECOVERY (1961)
 KA0190
 KA0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0190'MARK RECOVERED IN POOR CONDITION.
 KA0190
 KA0190                          STATION RECOVERY (1995)
 KA0190
 KA0190'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2524 ***********************************************************************
 JZ2524  DESIGNATION -  Y 243
 JZ2524  PID         -  JZ2524
 JZ2524  STATE/COUNTY-  IN/HANCOCK
 JZ2524  COUNTRY     -  US
 JZ2524  USGS QUAD   -  CLEVELAND (2019)
 JZ2524
 JZ2524                         *CURRENT SURVEY CONTROL
 JZ2524  ______________________________________________________________________
 JZ2524* NAD 83(1986) POSITION- 39 47 21.     (N) 085 39 54.     (W)   SCALED
 JZ2524* NAVD 88 ORTHO HEIGHT -   283.714 (meters)      930.82  (feet) ADJUSTED
 JZ2524  ______________________________________________________________________
 JZ2524  GEOID HEIGHT    -        -34.002 (meters)                     GEOID18
 JZ2524  DYNAMIC HEIGHT  -        283.551 (meters)      930.28  (feet) COMP
 JZ2524  MODELED GRAVITY -    980,045.8   (mgal)                       NAVD 88
 JZ2524
 JZ2524  VERT ORDER      -  SECOND    CLASS 0
 JZ2524
 JZ2524.The horizontal coordinates were scaled from a map and have
 JZ2524.an estimated accuracy of +/- 6 seconds.
 JZ2524
 JZ2524.The orthometric height was determined by differential leveling and
 JZ2524.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2524.in June 1991.
 JZ2524
 JZ2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2524.GEOID18 height accuracy estimate available here.
 JZ2524
 JZ2524.Click photographs - Photos may exist for this station.
 JZ2524
 JZ2524.The dynamic height is computed by dividing the NAVD 88
 JZ2524.geopotential number by the normal gravity value computed on the
 JZ2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2524.degrees latitude (g = 980.6199 gals.).
 JZ2524
 JZ2524.The modeled gravity was interpolated from observed gravity values.
 JZ2524
 JZ2524;                    North         East    Units  Estimated Accuracy
 JZ2524;SPC IN E     -   504,110.      100,140.      MT  (+/- 180 meters Scaled)
 JZ2524
 JZ2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK143052(NAD 83)
 JZ2524
 JZ2524                          SUPERSEDED SURVEY CONTROL
 JZ2524
 JZ2524  NGVD 29 (??/??/92)  283.837  (m)          931.22   (f) ADJ UNCH    2 0
 JZ2524
 JZ2524.Superseded values are not recommended for survey control.
 JZ2524
 JZ2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2524.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2524
 JZ2524_MARKER: DB = BENCH MARK DISK
 JZ2524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2524_SP_SET: BOX CULVERT HEADWALL
 JZ2524_STAMPING: Y 243 1947
 JZ2524_MARK LOGO: CGS
 JZ2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2524+STABILITY: SURFACE MOTION
 JZ2524
 JZ2524  HISTORY     - Date     Condition        Report By
 JZ2524  HISTORY     - 1947     MONUMENTED       CGS
 JZ2524  HISTORY     - 20090203 MARK NOT FOUND   IN-059
 JZ2524
 JZ2524                          STATION DESCRIPTION
 JZ2524
 JZ2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2524'1 MI W FROM CLEVELAND.
 JZ2524'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2524'CHURCH AT CLEVELAND, SET IN THE TOP OF THE EAST END OF THE SOUTH
 JZ2524'HEAD WALL OF AN 8 BY 5 FOOT CONCRETE CULVERT, 23.5 FEET SOUTH OF
 JZ2524'THE CENTER LINE OF THE EAST BOUND TRAFFIC LAND OF THE HIGHWAY AND
 JZ2524'ABOUT 0.5 FOOT BELOW THE HIGHWAY.
 JZ2524
 JZ2524                          STATION RECOVERY (2009)
 JZ2524
 JZ2524'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2524'MARK DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2409 ***********************************************************************
 JZ2409  DESIGNATION -  Y 244
 JZ2409  PID         -  JZ2409
 JZ2409  STATE/COUNTY-  IN/RUSH
 JZ2409  COUNTRY     -  US
 JZ2409  USGS QUAD   -  MANILLA (2019)
 JZ2409
 JZ2409                         *CURRENT SURVEY CONTROL
 JZ2409  ______________________________________________________________________
 JZ2409* NAD 83(1986) POSITION- 39 34 39.     (N) 085 34 44.     (W)   SCALED
 JZ2409* NAVD 88 ORTHO HEIGHT -   276.768 (meters)      908.03  (feet) ADJUSTED
 JZ2409  ______________________________________________________________________
 JZ2409  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JZ2409  DYNAMIC HEIGHT  -        276.603 (meters)      907.49  (feet) COMP
 JZ2409  MODELED GRAVITY -    980,022.3   (mgal)                       NAVD 88
 JZ2409
 JZ2409  VERT ORDER      -  SECOND    CLASS 0
 JZ2409
 JZ2409.The horizontal coordinates were scaled from a map and have
 JZ2409.an estimated accuracy of +/- 6 seconds.
 JZ2409
 JZ2409.The orthometric height was determined by differential leveling and
 JZ2409.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2409.in June 1991.
 JZ2409
 JZ2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2409.GEOID18 height accuracy estimate available here.
 JZ2409
 JZ2409.Click photographs - Photos may exist for this station.
 JZ2409
 JZ2409.The dynamic height is computed by dividing the NAVD 88
 JZ2409.geopotential number by the normal gravity value computed on the
 JZ2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2409.degrees latitude (g = 980.6199 gals.).
 JZ2409
 JZ2409.The modeled gravity was interpolated from observed gravity values.
 JZ2409
 JZ2409;                    North         East    Units  Estimated Accuracy
 JZ2409;SPC IN E     -   480,610.      107,540.      MT  (+/- 180 meters Scaled)
 JZ2409
 JZ2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220818(NAD 83)
 JZ2409
 JZ2409                          SUPERSEDED SURVEY CONTROL
 JZ2409
 JZ2409  NGVD 29 (??/??/92)  276.891  (m)          908.43   (f) ADJ UNCH    2 0
 JZ2409
 JZ2409.Superseded values are not recommended for survey control.
 JZ2409
 JZ2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2409.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2409
 JZ2409_MARKER: DB = BENCH MARK DISK
 JZ2409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2409_SP_SET: ABUTMENT
 JZ2409_STAMPING: Y 244 1947
 JZ2409_MARK LOGO: CGS
 JZ2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2409
 JZ2409  HISTORY     - Date     Condition        Report By
 JZ2409  HISTORY     - 1947     MONUMENTED       CGS
 JZ2409
 JZ2409                          STATION DESCRIPTION
 JZ2409
 JZ2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2409'AT HOMER.
 JZ2409'AT HOMER, ABOUT 7 RAILS WEST OF THE CROSSING OF THE PENNSYLVANIA
 JZ2409'RAILROAD AND THE MAIN NORTH-SOUTH STREET, IN THE TOP OF THE
 JZ2409'SOUTH END OF THE EAST STONE ABUTMENT OF RAILROAD BRIDGE NUMBER 35/07,
 JZ2409'4.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK AND ABOUT 2 FEET
 JZ2409'LOWER THAN TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0178 ***********************************************************************
 KA0178  DESIGNATION -  Y 245
 KA0178  PID         -  KA0178
 KA0178  STATE/COUNTY-  IN/MARION
 KA0178  COUNTRY     -  US
 KA0178  USGS QUAD   -  BEECH GROVE (2019)
 KA0178
 KA0178                         *CURRENT SURVEY CONTROL
 KA0178  ______________________________________________________________________
 KA0178* NAD 83(1986) POSITION- 39 44 33.73   (N) 086 06 06.14   (W)   HD_HELD1
 KA0178* NAVD 88 ORTHO HEIGHT -   240.435 (meters)      788.83  (feet) ADJUSTED
 KA0178  ______________________________________________________________________
 KA0178  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 KA0178  DYNAMIC HEIGHT  -        240.300 (meters)      788.38  (feet) COMP
 KA0178  MODELED GRAVITY -    980,059.8   (mgal)                       NAVD 88
 KA0178
 KA0178  VERT ORDER      -  FIRST     CLASS II
 KA0178
 KA0178.The horizontal coordinates were determined by differentially corrected
 KA0178.hand held GPS observations or other comparable positioning techniques
 KA0178.and have an estimated accuracy of +/- 3 meters.
 KA0178
 KA0178.The orthometric height was determined by differential leveling and
 KA0178.adjusted by the NATIONAL GEODETIC SURVEY
 KA0178.in June 1991.
 KA0178
 KA0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0178.GEOID18 height accuracy estimate available here.
 KA0178
 KA0178.Click photographs - Photos may exist for this station.
 KA0178
 KA0178.The dynamic height is computed by dividing the NAVD 88
 KA0178.geopotential number by the normal gravity value computed on the
 KA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0178.degrees latitude (g = 980.6199 gals.).
 KA0178
 KA0178.The modeled gravity was interpolated from observed gravity values.
 KA0178
 KA0178;                    North         East    Units  Estimated Accuracy
 KA0178;SPC IN E     -   499,040.8      62,712.5     MT  (+/- 3 meters HH1 GPS) 
 KA0178
 KA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7696599586(NAD 83)
 KA0178
 KA0178                          SUPERSEDED SURVEY CONTROL
 KA0178
 KA0178  NGVD 29 (??/??/92)  240.570  (m)          789.27   (f) ADJ UNCH    1 2
 KA0178
 KA0178.Superseded values are not recommended for survey control.
 KA0178
 KA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0178.See file dsdata.pdf to determine how the superseded data were derived.
 KA0178
 KA0178_MARKER: DB = BENCH MARK DISK
 KA0178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA0178_SP_SET: PIER
 KA0178_STAMPING: Y 245 1947
 KA0178_MARK LOGO: CGS
 KA0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA0178+STABILITY: POSITION/ELEVATION WELL
 KA0178
 KA0178  HISTORY     - Date     Condition        Report By
 KA0178  HISTORY     - 1947     MONUMENTED       CGS
 KA0178  HISTORY     - 1976     GOOD             LOCSUR
 KA0178  HISTORY     - 1986     GOOD             NGS
 KA0178
 KA0178                          STATION DESCRIPTION
 KA0178
 KA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0178'AT INDIANAPOLIS.
 KA0178'AT INDIANAPOLIS, ABOUT 3.6 MILES SOUTHEAST ALONG THE NEW YORK
 KA0178'CENTRAL RAILROAD FROM THE UNION STATION AT INDIANAPOLIS, AT
 KA0178'THE OVER HEAD CROSSING OF SHERMAN DRIVE OVER THE RAILROAD, SET
 KA0178'VERTICALLY IN THE NORTHWEST FACE OF THE 4TH CONCRETE PIER FROM
 KA0178'THE NORTH END OF THE OVER PASS, 87.0 FEET SOUTHEAST OF MILE
 KA0178'POST 106, 8.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 KA0178'TRACK AND 2.9 FEET ABOVE THE GROUND.
 KA0178
 KA0178                          STATION RECOVERY (1976)
 KA0178
 KA0178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0178'RECOVERED IN GOOD CONDITION.
 KA0178
 KA0178                          STATION RECOVERY (1986)
 KA0178
 KA0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0178'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN
 KA0178'INDIANAPOLIS, AT THE INTERSECTION OF SHERMAN DRIVE AND THE CONRAIL
 KA0178'RAILROAD.  ADD--9.1 M (29.9 FT) NORTH OF THE CENTER OF THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1118 ***********************************************************************
 LA1118  DESIGNATION -  Y 246
 LA1118  PID         -  LA1118
 LA1118  STATE/COUNTY-  IN/HENRY
 LA1118  COUNTRY     -  US
 LA1118  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1118
 LA1118                         *CURRENT SURVEY CONTROL
 LA1118  ______________________________________________________________________
 LA1118* NAD 83(1986) POSITION- 40 03 43.     (N) 085 16 32.     (W)   SCALED
 LA1118* NAVD 88 ORTHO HEIGHT -   333.613 (meters)     1094.53  (feet) ADJUSTED
 LA1118  ______________________________________________________________________
 LA1118  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 LA1118  DYNAMIC HEIGHT  -        333.431 (meters)     1093.93  (feet) COMP
 LA1118  MODELED GRAVITY -    980,071.0   (mgal)                       NAVD 88
 LA1118
 LA1118  VERT ORDER      -  SECOND    CLASS 0
 LA1118
 LA1118.The horizontal coordinates were scaled from a map and have
 LA1118.an estimated accuracy of +/- 6 seconds.
 LA1118
 LA1118.The orthometric height was determined by differential leveling and
 LA1118.adjusted by the NATIONAL GEODETIC SURVEY
 LA1118.in June 1991.
 LA1118
 LA1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1118.GEOID18 height accuracy estimate available here.
 LA1118
 LA1118.Click photographs - Photos may exist for this station.
 LA1118
 LA1118.The dynamic height is computed by dividing the NAVD 88
 LA1118.geopotential number by the normal gravity value computed on the
 LA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1118.degrees latitude (g = 980.6199 gals.).
 LA1118
 LA1118.The modeled gravity was interpolated from observed gravity values.
 LA1118
 LA1118;                    North         East    Units  Estimated Accuracy
 LA1118;SPC IN E     -   534,470.      133,370.      MT  (+/- 180 meters Scaled)
 LA1118
 LA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK470360(NAD 83)
 LA1118
 LA1118                          SUPERSEDED SURVEY CONTROL
 LA1118
 LA1118  NGVD 29 (??/??/92)  333.748  (m)         1094.97   (f) ADJ UNCH    2 0
 LA1118
 LA1118.Superseded values are not recommended for survey control.
 LA1118
 LA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1118.See file dsdata.pdf to determine how the superseded data were derived.
 LA1118
 LA1118_MARKER: DB = BENCH MARK DISK
 LA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1118_STAMPING: Y 246 1947
 LA1118_MARK LOGO: CGS
 LA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1118+STABILITY: SURFACE MOTION
 LA1118
 LA1118  HISTORY     - Date     Condition        Report By
 LA1118  HISTORY     - 1947     MONUMENTED       CGS
 LA1118
 LA1118                          STATION DESCRIPTION
 LA1118
 LA1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1118'2 MI W FROM BLOUNTSVILLE.
 LA1118'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 LA1118'AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE ABOUT 0.15
 LA1118'MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.0 MILE WEST ALONG
 LA1118'A GRAVEL ROAD, ABOUT 0.8 MILE EAST OF A SOUTHEAST-NORTHWEST
 LA1118'BLACK TOP CROSS ROAD, AT A GRAVEL CROSS ROAD, 44 FEET NORTH OF
 LA1118'THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER LINE
 LA1118'OF THE CROSS ROAD, 28 FEET NORTH OF A FENCE CORNER, 1 FOOT
 LA1118'EAST OF THE FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET
 LA1118'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1266 ***********************************************************************
 LA1266  DESIGNATION -  Y 247
 LA1266  PID         -  LA1266
 LA1266  STATE/COUNTY-  IN/DELAWARE
 LA1266  COUNTRY     -  US
 LA1266  USGS QUAD   -  MUNCIE WEST (2019)
 LA1266
 LA1266                         *CURRENT SURVEY CONTROL
 LA1266  ______________________________________________________________________
 LA1266* NAD 83(1986) POSITION- 40 09 56.     (N) 085 29 58.     (W)   SCALED
 LA1266* NAVD 88 ORTHO HEIGHT -   283.029 (meters)      928.57  (feet) ADJUSTED
 LA1266  ______________________________________________________________________
 LA1266  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 LA1266  DYNAMIC HEIGHT  -        282.878 (meters)      928.08  (feet) COMP
 LA1266  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1266
 LA1266  VERT ORDER      -  SECOND    CLASS 0
 LA1266
 LA1266.The horizontal coordinates were scaled from a map and have
 LA1266.an estimated accuracy of +/- 6 seconds.
 LA1266
 LA1266.The orthometric height was determined by differential leveling and
 LA1266.adjusted by the NATIONAL GEODETIC SURVEY
 LA1266.in June 1991.
 LA1266
 LA1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1266.GEOID18 height accuracy estimate available here.
 LA1266
 LA1266.Click photographs - Photos may exist for this station.
 LA1266
 LA1266.The dynamic height is computed by dividing the NAVD 88
 LA1266.geopotential number by the normal gravity value computed on the
 LA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1266.degrees latitude (g = 980.6199 gals.).
 LA1266
 LA1266.The modeled gravity was interpolated from observed gravity values.
 LA1266
 LA1266;                    North         East    Units  Estimated Accuracy
 LA1266;SPC IN E     -   545,910.      114,250.      MT  (+/- 180 meters Scaled)
 LA1266
 LA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277472(NAD 83)
 LA1266
 LA1266                          SUPERSEDED SURVEY CONTROL
 LA1266
 LA1266  NGVD 29 (??/??/92)  283.166  (m)          929.02   (f) ADJ UNCH    2 0
 LA1266
 LA1266.Superseded values are not recommended for survey control.
 LA1266
 LA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1266.See file dsdata.pdf to determine how the superseded data were derived.
 LA1266
 LA1266_MARKER: DB = BENCH MARK DISK
 LA1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1266_STAMPING: Y 247 1947
 LA1266_MARK LOGO: CGS
 LA1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1266+STABILITY: SURFACE MOTION
 LA1266
 LA1266  HISTORY     - Date     Condition        Report By
 LA1266  HISTORY     - 1947     MONUMENTED       CGS
 LA1266
 LA1266                          STATION DESCRIPTION
 LA1266
 LA1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1266'AT YORKTOWN.
 LA1266'AT YORKTOWN, ABOUT 0.7 MILE SOUTH ALONG SOUTH BROADWAY FROM
 LA1266'THE POST OFFICE, THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL
 LA1266'ROAD TO THE YORKTOWN AIRPORT, AT THE SOUTHEAST CORNER OF THE
 LA1266'FIELD, 20 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD,
 LA1266'32 FEET NORTH AND ACROSS THE ROAD FROM THE SOUTH BOUNDARY OF
 LA1266'THE FIELD, 20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARBECUE
 LA1266'PIT, ABOUT LEVEL WITH THE ENTRANCE DRIVE AND SET IN THE TOP OF A
 LA1266'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1547 ***********************************************************************
 LA1547  DESIGNATION -  Y 248
 LA1547  PID         -  LA1547
 LA1547  STATE/COUNTY-  IN/HENRY
 LA1547  COUNTRY     -  US
 LA1547  USGS QUAD   -  MIDDLETOWN (2019)
 LA1547
 LA1547                         *CURRENT SURVEY CONTROL
 LA1547  ______________________________________________________________________
 LA1547* NAD 83(1986) POSITION- 40 03 18.     (N) 085 30 40.     (W)   SCALED
 LA1547* NAVD 88 ORTHO HEIGHT -   303.786 (meters)      996.67  (feet) ADJUSTED
 LA1547  ______________________________________________________________________
 LA1547  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 LA1547  DYNAMIC HEIGHT  -        303.621 (meters)      996.13  (feet) COMP
 LA1547  MODELED GRAVITY -    980,075.5   (mgal)                       NAVD 88
 LA1547
 LA1547  VERT ORDER      -  SECOND    CLASS 0
 LA1547
 LA1547.The horizontal coordinates were scaled from a map and have
 LA1547.an estimated accuracy of +/- 6 seconds.
 LA1547
 LA1547.The orthometric height was determined by differential leveling and
 LA1547.adjusted by the NATIONAL GEODETIC SURVEY
 LA1547.in June 1991.
 LA1547
 LA1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1547.GEOID18 height accuracy estimate available here.
 LA1547
 LA1547.Click photographs - Photos may exist for this station.
 LA1547
 LA1547.The dynamic height is computed by dividing the NAVD 88
 LA1547.geopotential number by the normal gravity value computed on the
 LA1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1547.degrees latitude (g = 980.6199 gals.).
 LA1547
 LA1547.The modeled gravity was interpolated from observed gravity values.
 LA1547
 LA1547;                    North         East    Units  Estimated Accuracy
 LA1547;SPC IN E     -   533,640.      113,270.      MT  (+/- 180 meters Scaled)
 LA1547
 LA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269349(NAD 83)
 LA1547
 LA1547                          SUPERSEDED SURVEY CONTROL
 LA1547
 LA1547  NGVD 29 (??/??/92)  303.919  (m)          997.11   (f) ADJ UNCH    2 0
 LA1547
 LA1547.Superseded values are not recommended for survey control.
 LA1547
 LA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1547.See file dsdata.pdf to determine how the superseded data were derived.
 LA1547
 LA1547_MARKER: DB = BENCH MARK DISK
 LA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1547_STAMPING: Y 248 1947
 LA1547_MARK LOGO: CGS
 LA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1547+STABILITY: SURFACE MOTION
 LA1547
 LA1547  HISTORY     - Date     Condition        Report By
 LA1547  HISTORY     - 1947     MONUMENTED       CGS
 LA1547  HISTORY     - 20060516 POOR             BFSINC
 LA1547
 LA1547                          STATION DESCRIPTION
 LA1547
 LA1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1547'1.2 MI E FROM MIDDLETOWN.
 LA1547'ABOUT 1.25 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LA1547'AT MIDDLETOWN, ABOUT 0.65 MILE WEST OF A BLACK TOP CROSS ROAD
 LA1547'AND CEMETERY, AT THE T JUNCTION OF A ROAD SOUTH TO A FARM, 15
 LA1547'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 43 FEET WEST OF THE
 LA1547'CENTER LINE OF THE FARM ROAD, 23.5 FEET WEST OF A ROUND CONCRETE
 LA1547'FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, ABOUT LEVEL
 LA1547'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1547'4 INCHES.
 LA1547
 LA1547                          STATION RECOVERY (2006)
 LA1547
 LA1547'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LA1547'REMNANTS FOUND, MARKER DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1150 ***********************************************************************
 LA1150  DESIGNATION -  Y 249
 LA1150  PID         -  LA1150
 LA1150  STATE/COUNTY-  IN/DELAWARE
 LA1150  COUNTRY     -  US
 LA1150  USGS QUAD   -  MUNCIE EAST (2019)
 LA1150
 LA1150                         *CURRENT SURVEY CONTROL
 LA1150  ______________________________________________________________________
 LA1150* NAD 83(1986) POSITION- 40 11 24.02   (N) 085 15 16.20   (W)   HD_HELD1
 LA1150* NAVD 88 ORTHO HEIGHT -   308.318 (meters)     1011.54  (feet) ADJUSTED
 LA1150  ______________________________________________________________________
 LA1150  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 LA1150  DYNAMIC HEIGHT  -        308.153 (meters)     1011.00  (feet) COMP
 LA1150  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA1150
 LA1150  VERT ORDER      -  SECOND    CLASS 0
 LA1150
 LA1150.The horizontal coordinates were determined by differentially corrected
 LA1150.hand held GPS observations or other comparable positioning techniques
 LA1150.and have an estimated accuracy of +/- 3 meters.
 LA1150
 LA1150.The orthometric height was determined by differential leveling and
 LA1150.adjusted by the NATIONAL GEODETIC SURVEY
 LA1150.in June 1991.
 LA1150
 LA1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1150.GEOID18 height accuracy estimate available here.
 LA1150
 LA1150.Click photographs - Photos may exist for this station.
 LA1150
 LA1150.The dynamic height is computed by dividing the NAVD 88
 LA1150.geopotential number by the normal gravity value computed on the
 LA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1150.degrees latitude (g = 980.6199 gals.).
 LA1150
 LA1150.The modeled gravity was interpolated from observed gravity values.
 LA1150
 LA1150;                    North         East    Units  Estimated Accuracy
 LA1150;SPC IN E     -   548,695.9     135,097.6     MT  (+/- 3 meters HH1 GPS) 
 LA1150
 LA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4858550307(NAD 83)
 LA1150
 LA1150                          SUPERSEDED SURVEY CONTROL
 LA1150
 LA1150  NGVD 29 (??/??/92)  308.455  (m)         1011.99   (f) ADJ UNCH    2 0
 LA1150
 LA1150.Superseded values are not recommended for survey control.
 LA1150
 LA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1150.See file dsdata.pdf to determine how the superseded data were derived.
 LA1150
 LA1150_MARKER: DB = BENCH MARK DISK
 LA1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1150_STAMPING: Y 249 1947
 LA1150_MARK LOGO: CGS
 LA1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1150+STABILITY: SURFACE MOTION
 LA1150
 LA1150  HISTORY     - Date     Condition        Report By
 LA1150  HISTORY     - 1947     MONUMENTED       CGS
 LA1150  HISTORY     - 1959     GOOD             CGS
 LA1150
 LA1150                          STATION DESCRIPTION
 LA1150
 LA1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1150'1.2 MI SE FROM SELMA.
 LA1150'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1150'SELMA, THENCE ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 LA1150'CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 LA1150'RAILWAY, AND AT THE NORTHEAST CORNER OF HUFFMAN FIELD, 23.5
 LA1150'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 5 FEET WEST OF A
 LA1150'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 8 FEET NORTHWEST
 LA1150'OF POWER POLE NO. DE 69-39, 22 FEET WEST OF THE CENTER LINE OF
 LA1150'THE GRAVEL ROAD, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA1150'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA1150'PROJECTING 3 INCHES.  NOTE-- HUFFMAN AIRFIELD NOW ABANDONED AND
 LA1150'AREA IS A CULTIVATED CORN FIELD.  THE HANGAR AND OFFICE BUILDING
 LA1150'REMAIN.
 LA1150
 LA1150                          STATION RECOVERY (1959)
 LA1150
 LA1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LA1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1166 ***********************************************************************
 LA1166  DESIGNATION -  Y 250
 LA1166  PID         -  LA1166
 LA1166  STATE/COUNTY-  IN/HENRY
 LA1166  COUNTRY     -  US
 LA1166  USGS QUAD   -  SULPHUR SPRINGS (2019)
 LA1166
 LA1166                         *CURRENT SURVEY CONTROL
 LA1166  ______________________________________________________________________
 LA1166* NAD 83(1986) POSITION- 40 00 16.     (N) 085 23 10.     (W)   SCALED
 LA1166* NAVD 88 ORTHO HEIGHT -   334.197 (meters)     1096.44  (feet) ADJUSTED
 LA1166  ______________________________________________________________________
 LA1166  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 LA1166  DYNAMIC HEIGHT  -        334.014 (meters)     1095.84  (feet) COMP
 LA1166  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 LA1166
 LA1166  VERT ORDER      -  SECOND    CLASS 0
 LA1166
 LA1166.The horizontal coordinates were scaled from a map and have
 LA1166.an estimated accuracy of +/- 6 seconds.
 LA1166
 LA1166.The orthometric height was determined by differential leveling and
 LA1166.adjusted by the NATIONAL GEODETIC SURVEY
 LA1166.in June 1991.
 LA1166
 LA1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1166.GEOID18 height accuracy estimate available here.
 LA1166
 LA1166.Click photographs - Photos may exist for this station.
 LA1166
 LA1166.The dynamic height is computed by dividing the NAVD 88
 LA1166.geopotential number by the normal gravity value computed on the
 LA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1166.degrees latitude (g = 980.6199 gals.).
 LA1166
 LA1166.The modeled gravity was interpolated from observed gravity values.
 LA1166
 LA1166;                    North         East    Units  Estimated Accuracy
 LA1166;SPC IN E     -   528,050.      123,960.      MT  (+/- 180 meters Scaled)
 LA1166
 LA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK377294(NAD 83)
 LA1166
 LA1166                          SUPERSEDED SURVEY CONTROL
 LA1166
 LA1166  NGVD 29 (??/??/92)  334.327  (m)         1096.87   (f) ADJ UNCH    2 0
 LA1166
 LA1166.Superseded values are not recommended for survey control.
 LA1166
 LA1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1166.See file dsdata.pdf to determine how the superseded data were derived.
 LA1166
 LA1166_MARKER: DB = BENCH MARK DISK
 LA1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1166_STAMPING: Y 250 1947
 LA1166_MARK LOGO: CGS
 LA1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1166+STABILITY: SURFACE MOTION
 LA1166
 LA1166  HISTORY     - Date     Condition        Report By
 LA1166  HISTORY     - 1947     MONUMENTED       CGS
 LA1166
 LA1166                          STATION DESCRIPTION
 LA1166
 LA1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1166'AT MOUNT SUMMIT.
 LA1166'AT MOUNT SUMMIT, ABOUT 110 YARDS WEST ALONG U.S. HIGHWAY 36 FROM
 LA1166'THE INTERSECTION OF STATE HIGHWAY 3, 30 FEET NORTH OF THE CENTER
 LA1166'LINE OF HIGHWAY 36, IN THE SOUTHWEST CORNER OF THE YARD OF THE
 LA1166'MOUNT SUMMIT CHRISTIAN CHURCH, 57 FEET SOUTHWEST OF THE SOUTHWEST
 LA1166'CORNER OF THE CHURCH BUILDING, 24 FEET EAST OF THE CENTER LINE OF
 LA1166'A NORTH-SOUTH STREET, 0.5 FOOT NORTH OF THE NORTH EDGE OF A SIDE
 LA1166'WALK ALONG HIGHWAY 36, AND SET IN THE TOP OF A CONCRETE POST
 LA1166'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1620 ***********************************************************************
 JZ1620  DESIGNATION -  Y 251
 JZ1620  PID         -  JZ1620
 JZ1620  STATE/COUNTY-  IN/RUSH
 JZ1620  COUNTRY     -  US
 JZ1620  USGS QUAD   -  RUSHVILLE (2019)
 JZ1620
 JZ1620                         *CURRENT SURVEY CONTROL
 JZ1620  ______________________________________________________________________
 JZ1620* NAD 83(1986) POSITION- 39 36 50.7    (N) 085 26 40.7    (W)   HD_HELD2
 JZ1620* NAVD 88 ORTHO HEIGHT -   297.403 (meters)      975.73  (feet) ADJUSTED
 JZ1620  ______________________________________________________________________
 JZ1620  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JZ1620  DYNAMIC HEIGHT  -        297.225 (meters)      975.15  (feet) COMP
 JZ1620  MODELED GRAVITY -    980,021.5   (mgal)                       NAVD 88
 JZ1620
 JZ1620  VERT ORDER      -  SECOND    CLASS 0
 JZ1620
 JZ1620.The horizontal coordinates were established by autonomous hand held GPS
 JZ1620.observations and have an estimated accuracy of +/- 10 meters.
 JZ1620
 JZ1620.The orthometric height was determined by differential leveling and
 JZ1620.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1620.in June 1991.
 JZ1620
 JZ1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1620.GEOID18 height accuracy estimate available here.
 JZ1620
 JZ1620.Click photographs - Photos may exist for this station.
 JZ1620
 JZ1620.The dynamic height is computed by dividing the NAVD 88
 JZ1620.geopotential number by the normal gravity value computed on the
 JZ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1620.degrees latitude (g = 980.6199 gals.).
 JZ1620
 JZ1620.The modeled gravity was interpolated from observed gravity values.
 JZ1620
 JZ1620;                    North         East    Units  Estimated Accuracy
 JZ1620;SPC IN E     -   484,694.      119,065.      MT  (+/- 10 meters HH2 GPS)
 JZ1620
 JZ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3351286081(NAD 83)
 JZ1620
 JZ1620                          SUPERSEDED SURVEY CONTROL
 JZ1620
 JZ1620  NGVD 29 (??/??/92)  297.530  (m)          976.15   (f) ADJ UNCH    2 0
 JZ1620
 JZ1620.Superseded values are not recommended for survey control.
 JZ1620
 JZ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1620.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1620
 JZ1620_MARKER: DB = BENCH MARK DISK
 JZ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1620_STAMPING: Y 251 1947
 JZ1620_MARK LOGO: CGS
 JZ1620_PROJECTION: FLUSH
 JZ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1620+STABILITY: SURFACE MOTION
 JZ1620
 JZ1620  HISTORY     - Date     Condition        Report By
 JZ1620  HISTORY     - 1947     MONUMENTED       CGS
 JZ1620  HISTORY     - 1960     GOOD             CGS
 JZ1620
 JZ1620                          STATION DESCRIPTION
 JZ1620
 JZ1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1620'AT RUSHVILLE.
 JZ1620'AT RUSHVILLE, ABOUT 0.55 MILE NORTH OF THE COURTHOUSE ALONG
 JZ1620'STATE HIGHWAY 3, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 JZ1620'BETWEEN 7TH AND 8TH STREETS ON NORTH MAIN, AT THE SOUTHWEST
 JZ1620'CORNER OF A GRASS PLOT IN THE YARD AT A SINCLAIR SERVICE STATION,
 JZ1620'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST
 JZ1620'OF THE NORTHWEST RAIL OF THE TRACK, 55 FEET SOUTHWEST OF THE
 JZ1620'SOUTHWEST CORNER OF THE SERVICE STATION, 5.5 FEET EAST OF THE
 JZ1620'EAST EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY
 JZ1620'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 JZ1620'GROUND.
 JZ1620
 JZ1620                          STATION RECOVERY (1960)
 JZ1620
 JZ1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JZ1620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1511 ***********************************************************************
 JZ1511  DESIGNATION -  Y 252
 JZ1511  PID         -  JZ1511
 JZ1511  STATE/COUNTY-  IN/HENRY
 JZ1511  COUNTRY     -  US
 JZ1511  USGS QUAD   -  DUNREITH (2019)
 JZ1511
 JZ1511                         *CURRENT SURVEY CONTROL
 JZ1511  ______________________________________________________________________
 JZ1511* NAD 83(1986) POSITION- 39 48 15.     (N) 085 24 34.     (W)   SCALED
 JZ1511* NAVD 88 ORTHO HEIGHT -   321.141 (meters)     1053.61  (feet) ADJUSTED
 JZ1511  ______________________________________________________________________
 JZ1511  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 JZ1511  DYNAMIC HEIGHT  -        320.957 (meters)     1053.01  (feet) COMP
 JZ1511  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 JZ1511
 JZ1511  VERT ORDER      -  SECOND    CLASS 0
 JZ1511
 JZ1511.The horizontal coordinates were scaled from a map and have
 JZ1511.an estimated accuracy of +/- 6 seconds.
 JZ1511
 JZ1511.The orthometric height was determined by differential leveling and
 JZ1511.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1511.in June 1991.
 JZ1511
 JZ1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1511.GEOID18 height accuracy estimate available here.
 JZ1511
 JZ1511.Click photographs - Photos may exist for this station.
 JZ1511
 JZ1511.The dynamic height is computed by dividing the NAVD 88
 JZ1511.geopotential number by the normal gravity value computed on the
 JZ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1511.degrees latitude (g = 980.6199 gals.).
 JZ1511
 JZ1511.The modeled gravity was interpolated from observed gravity values.
 JZ1511
 JZ1511;                    North         East    Units  Estimated Accuracy
 JZ1511;SPC IN E     -   505,810.      122,030.      MT  (+/- 180 meters Scaled)
 JZ1511
 JZ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK361072(NAD 83)
 JZ1511
 JZ1511                          SUPERSEDED SURVEY CONTROL
 JZ1511
 JZ1511  NGVD 29 (??/??/92)  321.269  (m)         1054.03   (f) ADJ UNCH    2 0
 JZ1511
 JZ1511.Superseded values are not recommended for survey control.
 JZ1511
 JZ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1511.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1511
 JZ1511_MARKER: DB = BENCH MARK DISK
 JZ1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1511_STAMPING: Y 252 1947
 JZ1511_MARK LOGO: CGS
 JZ1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1511+STABILITY: SURFACE MOTION
 JZ1511
 JZ1511  HISTORY     - Date     Condition        Report By
 JZ1511  HISTORY     - 1947     MONUMENTED       CGS
 JZ1511
 JZ1511                          STATION DESCRIPTION
 JZ1511
 JZ1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1511'1.4 MI E FROM DUNREITH.
 JZ1511'ABOUT 1.45 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ1511'AT DUNREITH, IN THE SOUTHEAST QUARTER OF A CROSSROAD, 63 FEET
 JZ1511'SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRAFFIC LANE, 30 FEET
 JZ1511'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.2 FEET NORTH
 JZ1511'OF A WIRE FENCE, 11.5 FEET EAST OF POWER POLE NUMBER 540-334, 8.5
 JZ1511'FEET SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL OF A 16-INCH
 JZ1511'PIPE CULVERT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1511'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1511'PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1563 ***********************************************************************
 JZ1563  DESIGNATION -  Y 253
 JZ1563  PID         -  JZ1563
 JZ1563  STATE/COUNTY-  IN/FAYETTE
 JZ1563  COUNTRY     -  US
 JZ1563  USGS QUAD   -  FALMOUTH (2019)
 JZ1563
 JZ1563                         *CURRENT SURVEY CONTROL
 JZ1563  ______________________________________________________________________
 JZ1563* NAD 83(1986) POSITION- 39 42 08.6    (N) 085 18 03.1    (W)   HD_HELD2
 JZ1563* NAVD 88 ORTHO HEIGHT -   318.745 (meters)     1045.75  (feet) ADJUSTED
 JZ1563  ______________________________________________________________________
 JZ1563  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 JZ1563  DYNAMIC HEIGHT  -        318.557 (meters)     1045.13  (feet) COMP
 JZ1563  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 JZ1563
 JZ1563  VERT ORDER      -  SECOND    CLASS 0
 JZ1563
 JZ1563.The horizontal coordinates were established by autonomous hand held GPS
 JZ1563.observations and have an estimated accuracy of +/- 10 meters.
 JZ1563
 JZ1563.The orthometric height was determined by differential leveling and
 JZ1563.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1563.in June 1991.
 JZ1563
 JZ1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1563.GEOID18 height accuracy estimate available here.
 JZ1563
 JZ1563.Click photographs - Photos may exist for this station.
 JZ1563
 JZ1563.The dynamic height is computed by dividing the NAVD 88
 JZ1563.geopotential number by the normal gravity value computed on the
 JZ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1563.degrees latitude (g = 980.6199 gals.).
 JZ1563
 JZ1563.The modeled gravity was interpolated from observed gravity values.
 JZ1563
 JZ1563;                    North         East    Units  Estimated Accuracy
 JZ1563;SPC IN E     -   494,538.      131,372.      MT  (+/- 10 meters HH2 GPS)
 JZ1563
 JZ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4566996106(NAD 83)
 JZ1563
 JZ1563                          SUPERSEDED SURVEY CONTROL
 JZ1563
 JZ1563  NGVD 29 (??/??/92)  318.876  (m)         1046.18   (f) ADJ UNCH    2 0
 JZ1563
 JZ1563.Superseded values are not recommended for survey control.
 JZ1563
 JZ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1563.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1563
 JZ1563_MARKER: DB = BENCH MARK DISK
 JZ1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1563_STAMPING: Y 253 1947
 JZ1563_MARK LOGO: CGS
 JZ1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1563+STABILITY: SURFACE MOTION
 JZ1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1563+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JZ1563
 JZ1563  HISTORY     - Date     Condition        Report By
 JZ1563  HISTORY     - 1947     MONUMENTED       CGS
 JZ1563  HISTORY     - 20050901 GOOD             GEOCAC
 JZ1563
 JZ1563                          STATION DESCRIPTION
 JZ1563
 JZ1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1563'AT FALMOUTH.
 JZ1563'AT FALMOUTH, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD AND
 JZ1563'THE COUNTY LINE ROAD, ABOUT 0.1 MILE NORTH OF THE CROSSROADS, 36
 JZ1563'FEET EAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET SOUTHEAST
 JZ1563'OF THE SOUTHEAST RAIL OF THE TRACK, 4 FEET SOUTHWEST OF THE
 JZ1563'WEST CORNER OF A FREIGHT SHED, 59.5 FEET NORTH OF THE NORTHWEST
 JZ1563'CORNER OF A CONCRETE BLOCK GRAIN COMPANY OFFICE, 2.5 FEET
 JZ1563'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1563'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 JZ1563'INCHES.
 JZ1563
 JZ1563                          STATION RECOVERY (2005)
 JZ1563
 JZ1563'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1563'THE RAILROAD TRACKS HAVE BEEN REMOVED.  THE FREIGHT SHED IS NO LONGER
 JZ1563'HERE.  THE GRAIN COMPANY OFFICE BUILDING IS STILL HERE, BUT IS NO
 JZ1563'LONGER AN OFFICE. THE BENCHMARK IS PARTIALLY HIDDEN IN A CLUMP OF
 JZ1563'TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1590 ***********************************************************************
 JZ1590  DESIGNATION -  Y 254
 JZ1590  PID         -  JZ1590
 JZ1590  STATE/COUNTY-  IN/WAYNE
 JZ1590  COUNTRY     -  US
 JZ1590  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1590
 JZ1590                         *CURRENT SURVEY CONTROL
 JZ1590  ______________________________________________________________________
 JZ1590* NAD 83(1986) POSITION- 39 43 40.     (N) 085 03 11.     (W)   SCALED
 JZ1590* NAVD 88 ORTHO HEIGHT -   288.827 (meters)      947.59  (feet) ADJUSTED
 JZ1590  ______________________________________________________________________
 JZ1590  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 JZ1590  DYNAMIC HEIGHT  -        288.656 (meters)      947.03  (feet) COMP
 JZ1590  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 JZ1590
 JZ1590  VERT ORDER      -  SECOND    CLASS 0
 JZ1590
 JZ1590.The horizontal coordinates were scaled from a map and have
 JZ1590.an estimated accuracy of +/- 6 seconds.
 JZ1590
 JZ1590.The orthometric height was determined by differential leveling and
 JZ1590.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1590.in June 1991.
 JZ1590
 JZ1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1590.GEOID18 height accuracy estimate available here.
 JZ1590
 JZ1590.Click photographs - Photos may exist for this station.
 JZ1590
 JZ1590.The dynamic height is computed by dividing the NAVD 88
 JZ1590.geopotential number by the normal gravity value computed on the
 JZ1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1590.degrees latitude (g = 980.6199 gals.).
 JZ1590
 JZ1590.The modeled gravity was interpolated from observed gravity values.
 JZ1590
 JZ1590;                    North         East    Units  Estimated Accuracy
 JZ1590;SPC IN E     -   497,470.      152,610.      MT  (+/- 180 meters Scaled)
 JZ1590
 JZ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668993(NAD 83)
 JZ1590
 JZ1590                          SUPERSEDED SURVEY CONTROL
 JZ1590
 JZ1590  NGVD 29 (??/??/92)  288.967  (m)          948.05   (f) ADJ UNCH    2 0
 JZ1590
 JZ1590.Superseded values are not recommended for survey control.
 JZ1590
 JZ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1590.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1590
 JZ1590_MARKER: DB = BENCH MARK DISK
 JZ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1590_STAMPING: Y 254 1947
 JZ1590_MARK LOGO: CGS
 JZ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1590+STABILITY: SURFACE MOTION
 JZ1590
 JZ1590  HISTORY     - Date     Condition        Report By
 JZ1590  HISTORY     - 1947     MONUMENTED       CGS
 JZ1590
 JZ1590                          STATION DESCRIPTION
 JZ1590
 JZ1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1590'5.2 MI N FROM LYONSVILLE.
 JZ1590'ABOUT 5.15 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1590'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, ABOUT 0.9
 JZ1590'MILE NORTH OF THE WAYNE-FAYETTE COUNTY LINE, AT THE TOP OF A LOW
 JZ1590'HILL ABOUT MIDWAY BETWEEN 2 BRIDGES, 65.5 FEET NORTH-NORTHWEST
 JZ1590'OF THE NORTHWEST CORNER OF A 1-STORY GRAY FARM HOUSE, 16 FEET
 JZ1590'EAST OF THE CENTER LINE OF THE ROAD, 26.5 FEET NORTH OF A FENCE
 JZ1590'CORNER, 1 FOOT WEST OF A WIRE FENCE, 2.5 FEET NORTH OF A WHITE
 JZ1590'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JZ1590'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1197 ***********************************************************************
 JZ1197  DESIGNATION -  Y 255
 JZ1197  PID         -  JZ1197
 JZ1197  STATE/COUNTY-  IN/WAYNE
 JZ1197  COUNTRY     -  US
 JZ1197  USGS QUAD   -  RICHMOND (2019)
 JZ1197
 JZ1197                         *CURRENT SURVEY CONTROL
 JZ1197  ______________________________________________________________________
 JZ1197* NAD 83(1986) POSITION- 39 49 10.     (N) 084 58 03.     (W)   SCALED
 JZ1197* NAVD 88 ORTHO HEIGHT -   326.869 (meters)     1072.40  (feet) ADJUSTED
 JZ1197  ______________________________________________________________________
 JZ1197  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JZ1197  DYNAMIC HEIGHT  -        326.681 (meters)     1071.79  (feet) COMP
 JZ1197  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 JZ1197
 JZ1197  VERT ORDER      -  SECOND    CLASS 0
 JZ1197
 JZ1197.The horizontal coordinates were scaled from a map and have
 JZ1197.an estimated accuracy of +/- 6 seconds.
 JZ1197
 JZ1197.The orthometric height was determined by differential leveling and
 JZ1197.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1197.in June 1991.
 JZ1197
 JZ1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1197.GEOID18 height accuracy estimate available here.
 JZ1197
 JZ1197.Click photographs - Photos may exist for this station.
 JZ1197
 JZ1197.The dynamic height is computed by dividing the NAVD 88
 JZ1197.geopotential number by the normal gravity value computed on the
 JZ1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1197.degrees latitude (g = 980.6199 gals.).
 JZ1197
 JZ1197.The modeled gravity was interpolated from observed gravity values.
 JZ1197
 JZ1197;                    North         East    Units  Estimated Accuracy
 JZ1197;SPC IN E     -   507,710.      159,860.      MT  (+/- 180 meters Scaled)
 JZ1197
 JZ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK739096(NAD 83)
 JZ1197
 JZ1197                          SUPERSEDED SURVEY CONTROL
 JZ1197
 JZ1197  NGVD 29 (??/??/92)  327.014  (m)         1072.88   (f) ADJ UNCH    2 0
 JZ1197
 JZ1197.Superseded values are not recommended for survey control.
 JZ1197
 JZ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1197.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1197
 JZ1197_MARKER: DB = BENCH MARK DISK
 JZ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1197_STAMPING: Y 255 1947
 JZ1197_MARK LOGO: CGS
 JZ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1197+STABILITY: SURFACE MOTION
 JZ1197
 JZ1197  HISTORY     - Date     Condition        Report By
 JZ1197  HISTORY     - 1947     MONUMENTED       CGS
 JZ1197  HISTORY     - 20010925 POOR             INDIV
 JZ1197  HISTORY     - 20030618 POOR             GEOCAC
 JZ1197
 JZ1197                          STATION DESCRIPTION
 JZ1197
 JZ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1197'1.5 MI E FROM CENTERVILLE.
 JZ1197'1.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE MAIN STREET
 JZ1197'INTERSECTION AT CENTERVILLE, AT THE NORTHEAST CORNER OF
 JZ1197'RICHMOND COMMERCIAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE
 JZ1197'JUNCTION OF THE HIGHWAY AND A GRAVEL ROAD SOUTH, 162 FEET
 JZ1197'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE
 JZ1197'CENTER LINE OF THE ROAD SOUTH, 6.5 FEET EAST OF A SMALL LIGHT
 JZ1197'STAND, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND SET IN
 JZ1197'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 JZ1197
 JZ1197                          STATION RECOVERY (2001)
 JZ1197
 JZ1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DCW)
 JZ1197'MARK NOT FOUND POSSIBLY DUE TO ROAD CONSTRUCTION.
 JZ1197
 JZ1197                          STATION RECOVERY (2003)
 JZ1197
 JZ1197'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1197'RICHMOND AIRPORT IS NO LONGER HERE.  THE DESCRIBED LOCATION IS IN A
 JZ1197'CULTIVATED FIELD.  THE MONUMENT WITH DISK ATTACHED HAS BEEN UPROOTED
 JZ1197'AND IS LYING ON ITS SIDE BEHIND A BILLBOARD IN THE SOUTHWEST QUARTER
 JZ1197'OF THE INTERSECTION OF AIRPORT ROAD AND US40.  (IT S AT 39 49.194 84
 JZ1197'58.064 WITH 22 FT ACCURACY.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2422 ***********************************************************************
 JZ2422  DESIGNATION -  Y 256
 JZ2422  PID         -  JZ2422
 JZ2422  STATE/COUNTY-  IN/RUSH
 JZ2422  COUNTRY     -  US
 JZ2422  USGS QUAD   -  MANILLA (2019)
 JZ2422
 JZ2422                         *CURRENT SURVEY CONTROL
 JZ2422  ______________________________________________________________________
 JZ2422* NAD 83(1986) POSITION- 39 33 34.99   (N) 085 34 45.25   (W)   HD_HELD1
 JZ2422* NAVD 88 ORTHO HEIGHT -   276.975 (meters)      908.71  (feet) ADJUSTED
 JZ2422  ______________________________________________________________________
 JZ2422  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 JZ2422  DYNAMIC HEIGHT  -        276.809 (meters)      908.16  (feet) COMP
 JZ2422  MODELED GRAVITY -    980,020.4   (mgal)                       NAVD 88
 JZ2422
 JZ2422  VERT ORDER      -  SECOND    CLASS 0
 JZ2422
 JZ2422.The horizontal coordinates were determined by differentially corrected
 JZ2422.hand held GPS observations or other comparable positioning techniques
 JZ2422.and have an estimated accuracy of +/- 3 meters.
 JZ2422
 JZ2422.The orthometric height was determined by differential leveling and
 JZ2422.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2422.in June 1991.
 JZ2422
 JZ2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2422.GEOID18 height accuracy estimate available here.
 JZ2422
 JZ2422.Click photographs - Photos may exist for this station.
 JZ2422
 JZ2422.The dynamic height is computed by dividing the NAVD 88
 JZ2422.geopotential number by the normal gravity value computed on the
 JZ2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2422.degrees latitude (g = 980.6199 gals.).
 JZ2422
 JZ2422.The modeled gravity was interpolated from observed gravity values.
 JZ2422
 JZ2422;                    North         East    Units  Estimated Accuracy
 JZ2422;SPC IN E     -   478,638.4     107,513.5     MT  (+/- 3 meters HH1 GPS) 
 JZ2422
 JZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2205379856(NAD 83)
 JZ2422
 JZ2422                          SUPERSEDED SURVEY CONTROL
 JZ2422
 JZ2422  NGVD 29 (??/??/92)  277.097  (m)          909.11   (f) ADJ UNCH    2 0
 JZ2422
 JZ2422.Superseded values are not recommended for survey control.
 JZ2422
 JZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2422.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2422
 JZ2422_MARKER: DB = BENCH MARK DISK
 JZ2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2422_STAMPING: Y 256 1947
 JZ2422_MARK LOGO: CGS
 JZ2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2422+STABILITY: SURFACE MOTION
 JZ2422
 JZ2422  HISTORY     - Date     Condition        Report By
 JZ2422  HISTORY     - 1947     MONUMENTED       CGS
 JZ2422  HISTORY     - 20050525 GOOD             BFSINC
 JZ2422
 JZ2422                          STATION DESCRIPTION
 JZ2422
 JZ2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2422'1.3 MI S FROM HOMER.
 JZ2422'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 JZ2422'OF THE ARLINGTON ROAD AT HOMER, THENCE ABOUT 1.2 MILES SOUTH ALONG
 JZ2422'A GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF A 100-FOOT COVERED
 JZ2422'BRIDGE OVER CONNS CREEK, ON THE EAST SIDE OF THE ROAD AT A FARM
 JZ2422'ROAD, 107 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JZ2422'122 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 JZ2422'OF A FARM HOUSE, 35 FEET EAST AND ACROSS THE ROAD FROM POWER
 JZ2422'POLE NO. 23 WITH A TRANSFORMER, 18 FEET EAST OF THE CENTER LINE
 JZ2422'OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE DRIVE
 JZ2422'WAY TO THE FARM HOUSE, 7.5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 JZ2422'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ2422
 JZ2422                          STATION RECOVERY (2005)
 JZ2422
 JZ2422'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 JZ2422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1749 ***********************************************************************
 JZ1749  DESIGNATION -  Y 258
 JZ1749  PID         -  JZ1749
 JZ1749  STATE/COUNTY-  IN/RUSH
 JZ1749  COUNTRY     -  US
 JZ1749  USGS QUAD   -  RUSHVILLE (2019)
 JZ1749
 JZ1749                         *CURRENT SURVEY CONTROL
 JZ1749  ______________________________________________________________________
 JZ1749* NAD 83(1986) POSITION- 39 31 29.     (N) 085 25 35.     (W)   SCALED
 JZ1749* NAVD 88 ORTHO HEIGHT -   296.276 (meters)      972.03  (feet) ADJUSTED
 JZ1749  ______________________________________________________________________
 JZ1749  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 JZ1749  DYNAMIC HEIGHT  -        296.096 (meters)      971.44  (feet) COMP
 JZ1749  MODELED GRAVITY -    980,010.5   (mgal)                       NAVD 88
 JZ1749
 JZ1749  VERT ORDER      -  SECOND    CLASS 0
 JZ1749
 JZ1749.The horizontal coordinates were scaled from a map and have
 JZ1749.an estimated accuracy of +/- 6 seconds.
 JZ1749
 JZ1749.The orthometric height was determined by differential leveling and
 JZ1749.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1749.in June 1991.
 JZ1749
 JZ1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1749.GEOID18 height accuracy estimate available here.
 JZ1749
 JZ1749.Click photographs - Photos may exist for this station.
 JZ1749
 JZ1749.The dynamic height is computed by dividing the NAVD 88
 JZ1749.geopotential number by the normal gravity value computed on the
 JZ1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1749.degrees latitude (g = 980.6199 gals.).
 JZ1749
 JZ1749.The modeled gravity was interpolated from observed gravity values.
 JZ1749
 JZ1749;                    North         East    Units  Estimated Accuracy
 JZ1749;SPC IN E     -   474,780.      120,660.      MT  (+/- 180 meters Scaled)
 JZ1749
 JZ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352761(NAD 83)
 JZ1749
 JZ1749                          SUPERSEDED SURVEY CONTROL
 JZ1749
 JZ1749  NGVD 29 (??/??/92)  296.405  (m)          972.46   (f) ADJ UNCH    2 0
 JZ1749
 JZ1749.Superseded values are not recommended for survey control.
 JZ1749
 JZ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1749.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1749
 JZ1749_MARKER: DB = BENCH MARK DISK
 JZ1749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1749_SP_SET: BRIDGE
 JZ1749_STAMPING: Y 258 1947
 JZ1749_MARK LOGO: CGS
 JZ1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1749
 JZ1749  HISTORY     - Date     Condition        Report By
 JZ1749  HISTORY     - 1947     MONUMENTED       CGS
 JZ1749  HISTORY     - 20051119 MARK NOT FOUND   INDIV
 JZ1749
 JZ1749                          STATION DESCRIPTION
 JZ1749
 JZ1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1749'4.5 MI NE FROM MILROY.
 JZ1749'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1749'NATIONAL BANK AT MILROY, THENCE ABOUT 2.25 MILES NORTH ALONG
 JZ1749'STATE HIGHWAY 3, THENCE ABOUT 1.85 MILES EAST ALONG A GRAVEL
 JZ1749'ROAD, ABOUT 0.1 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH
 JZ1749'GRAVEL ROAD, SET IN THE TOP OF THE NORTHWEST CONCRETE WING WALL
 JZ1749'OF A SINGLE SPAN STEEL TRUSS BRIDGE OVER LITTLE FLAT ROCK RIVER,
 JZ1749'15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH
 JZ1749'OF THE NORTH IRON GUARD RAIL AND ABOUT LEVEL WITH THE BRIDGE
 JZ1749'FLOOR.
 JZ1749
 JZ1749                          STATION RECOVERY (2005)
 JZ1749
 JZ1749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLK)
 JZ1749'STEEL TRUSS BRIDGE WAS REPLACED APPROX TWENTY YEARS AGO, MARK NOT
 JZ1749'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1768 ***********************************************************************
 JZ1768  DESIGNATION -  Y 259
 JZ1768  PID         -  JZ1768
 JZ1768  STATE/COUNTY-  IN/FRANKLIN
 JZ1768  COUNTRY     -  US
 JZ1768  USGS QUAD   -  NEW SALEM (2019)
 JZ1768
 JZ1768                         *CURRENT SURVEY CONTROL
 JZ1768  ______________________________________________________________________
 JZ1768* NAD 83(1986) POSITION- 39 31 15.     (N) 085 17 55.     (W)   SCALED
 JZ1768* NAVD 88 ORTHO HEIGHT -   322.527 (meters)     1058.16  (feet) ADJUSTED
 JZ1768  ______________________________________________________________________
 JZ1768  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 JZ1768  DYNAMIC HEIGHT  -        322.329 (meters)     1057.51  (feet) COMP
 JZ1768  MODELED GRAVITY -    980,004.9   (mgal)                       NAVD 88
 JZ1768
 JZ1768  VERT ORDER      -  SECOND    CLASS 0
 JZ1768
 JZ1768.The horizontal coordinates were scaled from a map and have
 JZ1768.an estimated accuracy of +/- 6 seconds.
 JZ1768
 JZ1768.The orthometric height was determined by differential leveling and
 JZ1768.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1768.in June 1991.
 JZ1768
 JZ1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1768.GEOID18 height accuracy estimate available here.
 JZ1768
 JZ1768.Click photographs - Photos may exist for this station.
 JZ1768
 JZ1768.The dynamic height is computed by dividing the NAVD 88
 JZ1768.geopotential number by the normal gravity value computed on the
 JZ1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1768.degrees latitude (g = 980.6199 gals.).
 JZ1768
 JZ1768.The modeled gravity was interpolated from observed gravity values.
 JZ1768
 JZ1768;                    North         East    Units  Estimated Accuracy
 JZ1768;SPC IN E     -   474,380.      131,650.      MT  (+/- 180 meters Scaled)
 JZ1768
 JZ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ462759(NAD 83)
 JZ1768
 JZ1768                          SUPERSEDED SURVEY CONTROL
 JZ1768
 JZ1768  NGVD 29 (??/??/92)  322.659  (m)         1058.59   (f) ADJ UNCH    2 0
 JZ1768
 JZ1768.Superseded values are not recommended for survey control.
 JZ1768
 JZ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1768.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1768
 JZ1768_MARKER: DB = BENCH MARK DISK
 JZ1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1768_STAMPING: Y 259 1947
 JZ1768_MARK LOGO: CGS
 JZ1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1768+STABILITY: SURFACE MOTION
 JZ1768
 JZ1768  HISTORY     - Date     Condition        Report By
 JZ1768  HISTORY     - 1947     MONUMENTED       CGS
 JZ1768
 JZ1768                          STATION DESCRIPTION
 JZ1768
 JZ1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1768'2.1 MI NW FROM ANDERSONVILLE.
 JZ1768'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 JZ1768'OF STATE HIGHWAY 244 AT ANDERSONVILLE, THENCE ABOUT 1.3 MILES
 JZ1768'NORTH ALONG THE FRANKLIN-RUSH COUNTY LINE ROAD, ABOUT 0.35 MILE
 JZ1768'SOUTH OF THE FRANKLIN-FAYETTE (EAST-WEST) COUNTY LINE, ABOUT
 JZ1768'0.55 MILE NORTH OF A CROSS ROAD AND CEMETERY, 52 FEET NORTHWEST
 JZ1768'OF THE NORTHWEST CORNER OF OMER D. BARBERS FARM HOUSE, 16 FEET
 JZ1768'EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 17.5 FEET
 JZ1768'SOUTH OF POWER POLE NO. 175 WITH A TRANSFORMER, 3 FEET NORTHWEST
 JZ1768'OF A FENCE CORNER POST, 2 FEET WEST OF A FENCE LINE, 2.5 FEET
 JZ1768'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD
 JZ1768'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1559 ***********************************************************************
 LA1559  DESIGNATION -  Y 26
 LA1559  PID         -  LA1559
 LA1559  STATE/COUNTY-  IN/HOWARD
 LA1559  COUNTRY     -  US
 LA1559  USGS QUAD   -  GREENTOWN (2019)
 LA1559
 LA1559                         *CURRENT SURVEY CONTROL
 LA1559  ______________________________________________________________________
 LA1559* NAD 83(1986) POSITION- 40 29 12.     (N) 085 56 15.     (W)   SCALED
 LA1559* NAVD 88 ORTHO HEIGHT -   259.680 (meters)      851.97  (feet) ADJUSTED
 LA1559  ______________________________________________________________________
 LA1559  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 LA1559  DYNAMIC HEIGHT  -        259.546 (meters)      851.53  (feet) COMP
 LA1559  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 LA1559
 LA1559  VERT ORDER      -  SECOND    CLASS 0
 LA1559
 LA1559.The horizontal coordinates were scaled from a map and have
 LA1559.an estimated accuracy of +/- 6 seconds.
 LA1559
 LA1559.The orthometric height was determined by differential leveling and
 LA1559.adjusted by the NATIONAL GEODETIC SURVEY
 LA1559.in June 1991.
 LA1559
 LA1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1559.GEOID18 height accuracy estimate available here.
 LA1559
 LA1559.Click photographs - Photos may exist for this station.
 LA1559
 LA1559.The dynamic height is computed by dividing the NAVD 88
 LA1559.geopotential number by the normal gravity value computed on the
 LA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1559.degrees latitude (g = 980.6199 gals.).
 LA1559
 LA1559.The modeled gravity was interpolated from observed gravity values.
 LA1559
 LA1559;                    North         East    Units  Estimated Accuracy
 LA1559;SPC IN E     -   581,590.       77,040.      MT  (+/- 180 meters Scaled)
 LA1559
 LA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK900823(NAD 83)
 LA1559
 LA1559                          SUPERSEDED SURVEY CONTROL
 LA1559
 LA1559  NGVD 29 (??/??/92)  259.802  (m)          852.37   (f) ADJ UNCH    2 0
 LA1559
 LA1559.Superseded values are not recommended for survey control.
 LA1559
 LA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1559.See file dsdata.pdf to determine how the superseded data were derived.
 LA1559
 LA1559_MARKER: DB = BENCH MARK DISK
 LA1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1559_STAMPING: Y 26 1934
 LA1559_MARK LOGO: CGS
 LA1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1559+STABILITY: SURFACE MOTION
 LA1559
 LA1559  HISTORY     - Date     Condition        Report By
 LA1559  HISTORY     - 1934     MONUMENTED       CGS
 LA1559  HISTORY     - 1946     GOOD             CGS
 LA1559
 LA1559                          STATION DESCRIPTION
 LA1559
 LA1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1559'1.6 MI E FROM GREENTOWN.
 LA1559'1.6 MILES EAST ALONG THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD
 LA1559'FROM THE STATION AT GREENTOWN, AT A GRAVEL ROAD CROSSING, 78
 LA1559'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 72 FEET WEST
 LA1559'OF POLE NO. 170/10, 22 FEET NORTH OF THE NORTH RAIL OF THE
 LA1559'TRACK, 6 FEET SOUTH OF THE FENCE LINE, ABOUT 1.5 FEET BELOW THE
 LA1559'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1781 ***********************************************************************
 JZ1781  DESIGNATION -  Y 260
 JZ1781  PID         -  JZ1781
 JZ1781  STATE/COUNTY-  IN/FAYETTE
 JZ1781  COUNTRY     -  US
 JZ1781  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1781
 JZ1781                         *CURRENT SURVEY CONTROL
 JZ1781  ______________________________________________________________________
 JZ1781* NAD 83(1986) POSITION- 39 37 32.     (N) 085 08 43.     (W)   SCALED
 JZ1781* NAVD 88 ORTHO HEIGHT -   244.482 (meters)      802.10  (feet) ADJUSTED
 JZ1781  ______________________________________________________________________
 JZ1781  GEOID HEIGHT    -        -34.045 (meters)                     GEOID18
 JZ1781  DYNAMIC HEIGHT  -        244.336 (meters)      801.63  (feet) COMP
 JZ1781  MODELED GRAVITY -    980,023.5   (mgal)                       NAVD 88
 JZ1781
 JZ1781  VERT ORDER      -  SECOND    CLASS 0
 JZ1781
 JZ1781.The horizontal coordinates were scaled from a map and have
 JZ1781.an estimated accuracy of +/- 6 seconds.
 JZ1781
 JZ1781.The orthometric height was determined by differential leveling and
 JZ1781.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1781.in June 1991.
 JZ1781
 JZ1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1781.GEOID18 height accuracy estimate available here.
 JZ1781
 JZ1781.Click photographs - Photos may exist for this station.
 JZ1781
 JZ1781.The dynamic height is computed by dividing the NAVD 88
 JZ1781.geopotential number by the normal gravity value computed on the
 JZ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1781.degrees latitude (g = 980.6199 gals.).
 JZ1781
 JZ1781.The modeled gravity was interpolated from observed gravity values.
 JZ1781
 JZ1781;                    North         East    Units  Estimated Accuracy
 JZ1781;SPC IN E     -   486,070.      144,760.      MT  (+/- 180 meters Scaled)
 JZ1781
 JZ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ591878(NAD 83)
 JZ1781
 JZ1781                          SUPERSEDED SURVEY CONTROL
 JZ1781
 JZ1781  NGVD 29 (??/??/92)  244.626  (m)          802.58   (f) ADJ UNCH    2 0
 JZ1781
 JZ1781.Superseded values are not recommended for survey control.
 JZ1781
 JZ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1781.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1781
 JZ1781_MARKER: DB = BENCH MARK DISK
 JZ1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1781_SP_SET: BRIDGE
 JZ1781_STAMPING: Y 260 1947
 JZ1781_MARK LOGO: CGS
 JZ1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1781
 JZ1781  HISTORY     - Date     Condition        Report By
 JZ1781  HISTORY     - 1947     MONUMENTED       CGS
 JZ1781
 JZ1781                          STATION DESCRIPTION
 JZ1781
 JZ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1781'1 MI S FROM CONNERSVILLE.
 JZ1781'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE COURT
 JZ1781'HOUSE AT CONNERSVILLE, ABOUT 100 YARDS NORTH OF THE DRIVE WAY
 JZ1781'WEST TO A FARM HOUSE, SET IN THE TOP OF THE NORTHWEST WING WALL
 JZ1781'OF A 20-FOOT CONCRETE BRIDGE OVER A SANDY DITCH, 14.5 FEET
 JZ1781'WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW
 JZ1781'THE HIGHWAY LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1989 ***********************************************************************
 JZ1989  DESIGNATION -  Y 261
 JZ1989  PID         -  JZ1989
 JZ1989  STATE/COUNTY-  IN/RIPLEY
 JZ1989  COUNTRY     -  US
 JZ1989  USGS QUAD   -  BATESVILLE (2019)
 JZ1989
 JZ1989                         *CURRENT SURVEY CONTROL
 JZ1989  ______________________________________________________________________
 JZ1989* NAD 83(1986) POSITION- 39 17 53.4    (N) 085 13 26.5    (W)   HD_HELD2
 JZ1989* NAVD 88 ORTHO HEIGHT -   298.524 (meters)      979.41  (feet) ADJUSTED
 JZ1989  ______________________________________________________________________
 JZ1989  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ1989  DYNAMIC HEIGHT  -        298.337 (meters)      978.79  (feet) COMP
 JZ1989  MODELED GRAVITY -    979,993.9   (mgal)                       NAVD 88
 JZ1989
 JZ1989  VERT ORDER      -  FIRST     CLASS II
 JZ1989
 JZ1989.The horizontal coordinates were established by autonomous hand held GPS
 JZ1989.observations and have an estimated accuracy of +/- 10 meters.
 JZ1989
 JZ1989.The orthometric height was determined by differential leveling and
 JZ1989.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1989.in June 1991.
 JZ1989
 JZ1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1989.GEOID18 height accuracy estimate available here.
 JZ1989
 JZ1989.Click photographs - Photos may exist for this station.
 JZ1989
 JZ1989.The dynamic height is computed by dividing the NAVD 88
 JZ1989.geopotential number by the normal gravity value computed on the
 JZ1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1989.degrees latitude (g = 980.6199 gals.).
 JZ1989
 JZ1989.The modeled gravity was interpolated from observed gravity values.
 JZ1989
 JZ1989;                    North         East    Units  Estimated Accuracy
 JZ1989;SPC IN E     -   449,691.      138,182.      MT  (+/- 10 meters HH2 GPS)
 JZ1989
 JZ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5314151368(NAD 83)
 JZ1989
 JZ1989                          SUPERSEDED SURVEY CONTROL
 JZ1989
 JZ1989  NGVD 29 (??/??/92)  298.668  (m)          979.88   (f) ADJ UNCH    1 2
 JZ1989
 JZ1989.Superseded values are not recommended for survey control.
 JZ1989
 JZ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1989.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1989
 JZ1989_MARKER: DB = BENCH MARK DISK
 JZ1989_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ1989_SP_SET: FOUNDATION WALL
 JZ1989_STAMPING: Y 261 1947
 JZ1989_MARK LOGO: CGS
 JZ1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ1989+STABILITY: POSITION/ELEVATION WELL
 JZ1989
 JZ1989  HISTORY     - Date     Condition        Report By
 JZ1989  HISTORY     - 1947     MONUMENTED       CGS
 JZ1989  HISTORY     - 1986     GOOD             NGS
 JZ1989
 JZ1989                          STATION DESCRIPTION
 JZ1989
 JZ1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1989'AT BATESVILLE.
 JZ1989'AT BATESVILLE, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST
 JZ1989'CORNER OF THE POST OFFICE, 6.2 FEET WEST OF THE NORTHEAST CORNER
 JZ1989'AND 1 FOOT ABOVE THE GROUND.
 JZ1989
 JZ1989                          STATION RECOVERY (1986)
 JZ1989
 JZ1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1989'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ1989'BATESVILLE, AT THE INTERSECTION OF WALNUT AND GEORGE STREETS, SET
 JZ1989'VERTICALLY IN THE NORTHEAST FACE OF THE BRICK FOUNDATION WALL OF THE
 JZ1989'POST OFFICE, 14.7 M (48.2 FT) SOUTHWEST OF THE CENTER OF GEORGE
 JZ1989'STREET, 13.5 M (44.3 FT) NORTHWEST OF THE CENTER OF WALNUT STREET, AND
 JZ1989'1.9 M (6.2 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 JZ1989'THE MARK IS 0.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1800 ***********************************************************************
 JZ1800  DESIGNATION -  Y 262
 JZ1800  PID         -  JZ1800
 JZ1800  STATE/COUNTY-  IN/FRANKLIN
 JZ1800  COUNTRY     -  US
 JZ1800  USGS QUAD   -  EVERTON (2019)
 JZ1800
 JZ1800                         *CURRENT SURVEY CONTROL
 JZ1800  ______________________________________________________________________
 JZ1800* NAD 83(1986) POSITION- 39 31 10.     (N) 085 05 57.     (W)   SCALED
 JZ1800* NAVD 88 ORTHO HEIGHT -   305.600 (meters)     1002.62  (feet) ADJUSTED
 JZ1800  ______________________________________________________________________
 JZ1800  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 JZ1800  DYNAMIC HEIGHT  -        305.412 (meters)     1002.01  (feet) COMP
 JZ1800  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JZ1800
 JZ1800  VERT ORDER      -  SECOND    CLASS 0
 JZ1800
 JZ1800.The horizontal coordinates were scaled from a map and have
 JZ1800.an estimated accuracy of +/- 6 seconds.
 JZ1800
 JZ1800.The orthometric height was determined by differential leveling and
 JZ1800.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1800.in June 1991.
 JZ1800
 JZ1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1800.GEOID18 height accuracy estimate available here.
 JZ1800
 JZ1800.Click photographs - Photos may exist for this station.
 JZ1800
 JZ1800.The dynamic height is computed by dividing the NAVD 88
 JZ1800.geopotential number by the normal gravity value computed on the
 JZ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1800.degrees latitude (g = 980.6199 gals.).
 JZ1800
 JZ1800.The modeled gravity was interpolated from observed gravity values.
 JZ1800
 JZ1800;                    North         East    Units  Estimated Accuracy
 JZ1800;SPC IN E     -   474,320.      148,800.      MT  (+/- 180 meters Scaled)
 JZ1800
 JZ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ633761(NAD 83)
 JZ1800
 JZ1800                          SUPERSEDED SURVEY CONTROL
 JZ1800
 JZ1800  NGVD 29 (??/??/92)  305.746  (m)         1003.10   (f) ADJ UNCH    2 0
 JZ1800
 JZ1800.Superseded values are not recommended for survey control.
 JZ1800
 JZ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1800.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1800
 JZ1800_MARKER: DB = BENCH MARK DISK
 JZ1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1800_STAMPING: Y 262 1947
 JZ1800_MARK LOGO: CGS
 JZ1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1800+STABILITY: SURFACE MOTION
 JZ1800
 JZ1800  HISTORY     - Date     Condition        Report By
 JZ1800  HISTORY     - 1947     MONUMENTED       CGS
 JZ1800
 JZ1800                          STATION DESCRIPTION
 JZ1800
 JZ1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1800'6.1 MI E FROM LAUREL.
 JZ1800'ABOUT 6.1 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JZ1800'MAIN CROSSROADS AT LAUREL, ABOUT 0.1 MILE WEST OF THE JUNCTION
 JZ1800'OF A GRAVEL ROAD SOUTH, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JZ1800'NORTH, 54 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ1800'14.5 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 17 FEET
 JZ1800'NORTH OF A GATE POST, 11 FEET NORTH OF A TELEPHONE POLE, 1.5
 JZ1800'FEET EAST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN
 JZ1800'WITNESS POST, ABOUT 1 FOOT ABOVE THE JUNCTION AND SET IN THE TOP
 JZ1800'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2027 ***********************************************************************
 JZ2027  DESIGNATION -  Y 264
 JZ2027  PID         -  JZ2027
 JZ2027  STATE/COUNTY-  IN/FRANKLIN
 JZ2027  COUNTRY     -  US
 JZ2027  USGS QUAD   -  SPADES (2019)
 JZ2027
 JZ2027                         *CURRENT SURVEY CONTROL
 JZ2027  ______________________________________________________________________
 JZ2027* NAD 83(1986) POSITION- 39 20 23.     (N) 085 04 33.     (W)   SCALED
 JZ2027* NAVD 88 ORTHO HEIGHT -   297.135 (meters)      974.85  (feet) ADJUSTED
 JZ2027  ______________________________________________________________________
 JZ2027  GEOID HEIGHT    -        -34.038 (meters)                     GEOID18
 JZ2027  DYNAMIC HEIGHT  -        296.949 (meters)      974.24  (feet) COMP
 JZ2027  MODELED GRAVITY -    979,994.7   (mgal)                       NAVD 88
 JZ2027
 JZ2027  VERT ORDER      -  SECOND    CLASS 0
 JZ2027
 JZ2027.The horizontal coordinates were scaled from a map and have
 JZ2027.an estimated accuracy of +/- 6 seconds.
 JZ2027
 JZ2027.The orthometric height was determined by differential leveling and
 JZ2027.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2027.in June 1991.
 JZ2027
 JZ2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2027.GEOID18 height accuracy estimate available here.
 JZ2027
 JZ2027.Click photographs - Photos may exist for this station.
 JZ2027
 JZ2027.The dynamic height is computed by dividing the NAVD 88
 JZ2027.geopotential number by the normal gravity value computed on the
 JZ2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2027.degrees latitude (g = 980.6199 gals.).
 JZ2027
 JZ2027.The modeled gravity was interpolated from observed gravity values.
 JZ2027
 JZ2027;                    North         East    Units  Estimated Accuracy
 JZ2027;SPC IN E     -   454,380.      150,940.      MT  (+/- 180 meters Scaled)
 JZ2027
 JZ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ658562(NAD 83)
 JZ2027
 JZ2027                          SUPERSEDED SURVEY CONTROL
 JZ2027
 JZ2027  NGVD 29 (??/??/92)  297.305  (m)          975.41   (f) ADJ UNCH    2 0
 JZ2027
 JZ2027.Superseded values are not recommended for survey control.
 JZ2027
 JZ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2027.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2027
 JZ2027_MARKER: DB = BENCH MARK DISK
 JZ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2027_STAMPING: Y 264 1947
 JZ2027_MARK LOGO: CGS
 JZ2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2027+STABILITY: SURFACE MOTION
 JZ2027
 JZ2027  HISTORY     - Date     Condition        Report By
 JZ2027  HISTORY     - 1947     MONUMENTED       CGS
 JZ2027
 JZ2027                          STATION DESCRIPTION
 JZ2027
 JZ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2027'3.6 MI NW FROM ST PETER.
 JZ2027'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JZ2027'CATHOLIC CHURCH AT ST. PETER, THENCE ABOUT 1.05 MILE NORTH
 JZ2027'ALONG A GRAVEL ROAD, AT A RIGHT ANGLE TURN IN THE ROAD WITH
 JZ2027'TANGENTS SOUTH AND EAST AND ABANDONED ROADS LEADING NORTH AND
 JZ2027'WEST, 53 FEET NORTHWEST OF THE CENTER LINE OF THE PRESENT
 JZ2027'ROAD AT ABOUT THE CENTER OF THE CURVE, 17.5 FEET NORTH OF THE
 JZ2027'ROAD WEST, 37 FEET EAST OF THE CENTER LINE OF THE ABANDONED
 JZ2027'ROAD NORTH, 19 FEET SOUTHEAST OF A 30-INCH OAK TREE, 5 FEET SOUTH
 JZ2027'OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ2027'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2027'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1260 ***********************************************************************
 JZ1260  DESIGNATION -  Y 265
 JZ1260  PID         -  JZ1260
 JZ1260  STATE/COUNTY-  IN/FRANKLIN
 JZ1260  COUNTRY     -  US
 JZ1260  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1260
 JZ1260                         *CURRENT SURVEY CONTROL
 JZ1260  ______________________________________________________________________
 JZ1260* NAD 83(1986) POSITION- 39 31 03.     (N) 084 57 10.     (W)   SCALED
 JZ1260* NAVD 88 ORTHO HEIGHT -   257.638 (meters)      845.27  (feet) ADJUSTED
 JZ1260  ______________________________________________________________________
 JZ1260  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 JZ1260  DYNAMIC HEIGHT  -        257.485 (meters)      844.77  (feet) COMP
 JZ1260  MODELED GRAVITY -    980,028.8   (mgal)                       NAVD 88
 JZ1260
 JZ1260  VERT ORDER      -  SECOND    CLASS 0
 JZ1260
 JZ1260.The horizontal coordinates were scaled from a map and have
 JZ1260.an estimated accuracy of +/- 6 seconds.
 JZ1260
 JZ1260.The orthometric height was determined by differential leveling and
 JZ1260.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1260.in June 1991.
 JZ1260
 JZ1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1260.GEOID18 height accuracy estimate available here.
 JZ1260
 JZ1260.Click photographs - Photos may exist for this station.
 JZ1260
 JZ1260.The dynamic height is computed by dividing the NAVD 88
 JZ1260.geopotential number by the normal gravity value computed on the
 JZ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1260.degrees latitude (g = 980.6199 gals.).
 JZ1260
 JZ1260.The modeled gravity was interpolated from observed gravity values.
 JZ1260
 JZ1260;                    North         East    Units  Estimated Accuracy
 JZ1260;SPC IN E     -   474,190.      161,390.      MT  (+/- 180 meters Scaled)
 JZ1260
 JZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ759762(NAD 83)
 JZ1260
 JZ1260                          SUPERSEDED SURVEY CONTROL
 JZ1260
 JZ1260  NGVD 29 (??/??/92)  257.803  (m)          845.81   (f) ADJ UNCH    2 0
 JZ1260
 JZ1260.Superseded values are not recommended for survey control.
 JZ1260
 JZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1260.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1260
 JZ1260_MARKER: DB = BENCH MARK DISK
 JZ1260_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1260_SP_SET: BOX CULVERT WINGWALL
 JZ1260_STAMPING: Y 265 1947
 JZ1260_MARK LOGO: CGS
 JZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1260+STABILITY: SURFACE MOTION
 JZ1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1260+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2018
 JZ1260
 JZ1260  HISTORY     - Date     Condition        Report By
 JZ1260  HISTORY     - 1947     MONUMENTED       CGS
 JZ1260  HISTORY     - 20050325 GOOD             DJR
 JZ1260  HISTORY     - 20180719 GOOD             MCA
 JZ1260
 JZ1260                          STATION DESCRIPTION
 JZ1260
 JZ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1260'2.4 MI E FROM FAIRFIELD.
 JZ1260'2.35 MILES EAST ALONG A GRAVEL ROAD FROM THE VILLAGE PARK
 JZ1260'AT FAIRFIELD, ABOUT 0.35 MILE EAST OF THE JUNCTION OF A SIDE
 JZ1260'ROAD NORTH, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A SIDE ROAD
 JZ1260'SOUTH, ABOUT 110 YARDS WEST OF THE BRIDGE OVER TEMPLETON CREEK,
 JZ1260'SET IN THE TOP OF THE NORTHEAST WING WALL OF AN 8-FOOT CONCRETE
 JZ1260'BOX CULVERT, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.5
 JZ1260'FEET NORTHWEST OF POLE NO. 557/575, 1 FOOT NORTHEAST OF THE
 JZ1260'EAST END OF THE NORTH HEAD WALL AND ABOUT 0.5 FOOT BELOW THE
 JZ1260'ROAD.
 JZ1260
 JZ1260                          STATION RECOVERY (2005)
 JZ1260
 JZ1260'RECOVERY NOTE BY D J RENSING 2005
 JZ1260'LOCATED ON THE NORTH SIDE OF BATH ROAD, 0.25 MILES WEST OF INDIANA
 JZ1260'STATE ROUTE 101, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 JZ1260'CONCRETE BOX CULVERT AT THE SOUTH END OF THE WINGWALL, 12 FEET NORTH
 JZ1260'OF THE CENTER OF BATH ROAD AND SLIGHTLY LOWER THAN ROAD GRADE.
 JZ1260
 JZ1260                          STATION RECOVERY (2018)
 JZ1260
 JZ1260'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1260'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2240 ***********************************************************************
 JZ2240  DESIGNATION -  Y 266
 JZ2240  PID         -  JZ2240
 JZ2240  STATE/COUNTY-  IN/DECATUR
 JZ2240  COUNTRY     -  US
 JZ2240  USGS QUAD   -  HARTSVILLE (2019)
 JZ2240
 JZ2240                         *CURRENT SURVEY CONTROL
 JZ2240  ______________________________________________________________________
 JZ2240* NAD 83(1986) POSITION- 39 17 09.     (N) 085 38 26.     (W)   SCALED
 JZ2240* NAVD 88 ORTHO HEIGHT -   248.403 (meters)      814.97  (feet) ADJUSTED
 JZ2240  ______________________________________________________________________
 JZ2240  GEOID HEIGHT    -        -34.104 (meters)                     GEOID18
 JZ2240  DYNAMIC HEIGHT  -        248.248 (meters)      814.46  (feet) COMP
 JZ2240  MODELED GRAVITY -    980,000.4   (mgal)                       NAVD 88
 JZ2240
 JZ2240  VERT ORDER      -  SECOND    CLASS 0
 JZ2240
 JZ2240.The horizontal coordinates were scaled from a map and have
 JZ2240.an estimated accuracy of +/- 6 seconds.
 JZ2240
 JZ2240.The orthometric height was determined by differential leveling and
 JZ2240.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2240.in June 1991.
 JZ2240
 JZ2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2240.GEOID18 height accuracy estimate available here.
 JZ2240
 JZ2240.Click photographs - Photos may exist for this station.
 JZ2240
 JZ2240.The dynamic height is computed by dividing the NAVD 88
 JZ2240.geopotential number by the normal gravity value computed on the
 JZ2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2240.degrees latitude (g = 980.6199 gals.).
 JZ2240
 JZ2240.The modeled gravity was interpolated from observed gravity values.
 JZ2240
 JZ2240;                    North         East    Units  Estimated Accuracy
 JZ2240;SPC IN E     -   448,230.      102,250.      MT  (+/- 180 meters Scaled)
 JZ2240
 JZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ172493(NAD 83)
 JZ2240
 JZ2240                          SUPERSEDED SURVEY CONTROL
 JZ2240
 JZ2240  NGVD 29 (??/??/92)  248.521  (m)          815.36   (f) ADJ UNCH    2 0
 JZ2240
 JZ2240.Superseded values are not recommended for survey control.
 JZ2240
 JZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2240.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2240
 JZ2240_MARKER: DB = BENCH MARK DISK
 JZ2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2240_STAMPING: Y 266 1947
 JZ2240_MARK LOGO: CGS
 JZ2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2240+STABILITY: SURFACE MOTION
 JZ2240
 JZ2240  HISTORY     - Date     Condition        Report By
 JZ2240  HISTORY     - 1947     MONUMENTED       CGS
 JZ2240  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2240
 JZ2240                          STATION DESCRIPTION
 JZ2240
 JZ2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2240'2.2 MI S FROM BURNEY.
 JZ2240'ABOUT 2.15 MILES SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 JZ2240'AT BURNEY, IN THE NORTHEAST ANGLE OF THE INTERSECTION WITH
 JZ2240'STATE HIGHWAY 46, 70 FEET NORTH OF THE CENTER LINE OF THE
 JZ2240'HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE BURNEY ROAD,
 JZ2240'17 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A
 JZ2240'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2240'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ2240'PROJECTING ABOUT 5 INCHES.
 JZ2240
 JZ2240                          STATION RECOVERY (2022)
 JZ2240
 JZ2240'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2236 ***********************************************************************
 JZ2236  DESIGNATION -  Y 267
 JZ2236  PID         -  JZ2236
 JZ2236  STATE/COUNTY-  IN/DECATUR
 JZ2236  COUNTRY     -  US
 JZ2236  USGS QUAD   -  HARTSVILLE (2019)
 JZ2236
 JZ2236                         *CURRENT SURVEY CONTROL
 JZ2236  ______________________________________________________________________
 JZ2236* NAD 83(1986) POSITION- 39 16 10.     (N) 085 41 11.     (W)   SCALED
 JZ2236* NAVD 88 ORTHO HEIGHT -   236.921 (meters)      777.30  (feet) ADJUSTED
 JZ2236  ______________________________________________________________________
 JZ2236  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 JZ2236  DYNAMIC HEIGHT  -        236.774 (meters)      776.82  (feet) COMP
 JZ2236  MODELED GRAVITY -    980,002.3   (mgal)                       NAVD 88
 JZ2236
 JZ2236  VERT ORDER      -  SECOND    CLASS 0
 JZ2236
 JZ2236.The horizontal coordinates were scaled from a map and have
 JZ2236.an estimated accuracy of +/- 6 seconds.
 JZ2236
 JZ2236.The orthometric height was determined by differential leveling and
 JZ2236.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2236.in June 1991.
 JZ2236
 JZ2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2236.GEOID18 height accuracy estimate available here.
 JZ2236
 JZ2236.Click photographs - Photos may exist for this station.
 JZ2236
 JZ2236.The dynamic height is computed by dividing the NAVD 88
 JZ2236.geopotential number by the normal gravity value computed on the
 JZ2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2236.degrees latitude (g = 980.6199 gals.).
 JZ2236
 JZ2236.The modeled gravity was interpolated from observed gravity values.
 JZ2236
 JZ2236;                    North         East    Units  Estimated Accuracy
 JZ2236;SPC IN E     -   446,410.       98,300.      MT  (+/- 180 meters Scaled)
 JZ2236
 JZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ133475(NAD 83)
 JZ2236
 JZ2236                          SUPERSEDED SURVEY CONTROL
 JZ2236
 JZ2236  NGVD 29 (??/??/92)  237.040  (m)          777.69   (f) ADJ UNCH    2 0
 JZ2236
 JZ2236.Superseded values are not recommended for survey control.
 JZ2236
 JZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2236.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2236
 JZ2236_MARKER: DB = BENCH MARK DISK
 JZ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2236_STAMPING: Y 267 1947
 JZ2236_MARK LOGO: CGS
 JZ2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2236+STABILITY: SURFACE MOTION
 JZ2236
 JZ2236  HISTORY     - Date     Condition        Report By
 JZ2236  HISTORY     - 1947     MONUMENTED       CGS
 JZ2236  HISTORY     - 20221104 MARK NOT FOUND   INDOT
 JZ2236
 JZ2236                          STATION DESCRIPTION
 JZ2236
 JZ2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2236'0.6 MI NE FROM HARTSVILLE.
 JZ2236'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 46 FROM THE
 JZ2236'VILLAGE PARK AT HARTSVILLE, AT THE DECATUR, BARTHOLOMEW COUNTY
 JZ2236'LINE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 JZ2236'EAST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 20 FEET
 JZ2236'SOUTHWEST OF THE COUNTY LINE BOUNDARY SIGN, 6.5 FEET EAST OF A
 JZ2236'GATE POST 1.5 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A
 JZ2236'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND
 JZ2236'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2236
 JZ2236                          STATION RECOVERY (2022)
 JZ2236
 JZ2236'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2343 ***********************************************************************
 JZ2343  DESIGNATION -  Y 268
 JZ2343  PID         -  JZ2343
 JZ2343  STATE/COUNTY-  IN/SHELBY
 JZ2343  COUNTRY     -  US
 JZ2343  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2343
 JZ2343                         *CURRENT SURVEY CONTROL
 JZ2343  ______________________________________________________________________
 JZ2343* NAD 83(1986) POSITION- 39 34 47.     (N) 085 51 09.     (W)   SCALED
 JZ2343* NAVD 88 ORTHO HEIGHT -   234.359 (meters)      768.89  (feet) ADJUSTED
 JZ2343  ______________________________________________________________________
 JZ2343  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 JZ2343  DYNAMIC HEIGHT  -        234.224 (meters)      768.45  (feet) COMP
 JZ2343  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 JZ2343
 JZ2343  VERT ORDER      -  FIRST     CLASS II
 JZ2343
 JZ2343.The horizontal coordinates were scaled from a map and have
 JZ2343.an estimated accuracy of +/- 6 seconds.
 JZ2343
 JZ2343.The orthometric height was determined by differential leveling and
 JZ2343.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2343.in June 1991.
 JZ2343
 JZ2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2343.GEOID18 height accuracy estimate available here.
 JZ2343
 JZ2343.Click photographs - Photos may exist for this station.
 JZ2343
 JZ2343.The dynamic height is computed by dividing the NAVD 88
 JZ2343.geopotential number by the normal gravity value computed on the
 JZ2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2343.degrees latitude (g = 980.6199 gals.).
 JZ2343
 JZ2343.The modeled gravity was interpolated from observed gravity values.
 JZ2343
 JZ2343;                    North         East    Units  Estimated Accuracy
 JZ2343;SPC IN E     -   480,870.       84,040.      MT  (+/- 180 meters Scaled)
 JZ2343
 JZ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ985817(NAD 83)
 JZ2343
 JZ2343                          SUPERSEDED SURVEY CONTROL
 JZ2343
 JZ2343  NGVD 29 (??/??/92)  234.476  (m)          769.28   (f) ADJ UNCH    1 2
 JZ2343
 JZ2343.Superseded values are not recommended for survey control.
 JZ2343
 JZ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2343.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2343
 JZ2343_MARKER: DB = BENCH MARK DISK
 JZ2343_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ2343_SP_SET: BRIDGE WINGWALL
 JZ2343_STAMPING: Y 268 1947
 JZ2343_MARK LOGO: CGS
 JZ2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2343
 JZ2343  HISTORY     - Date     Condition        Report By
 JZ2343  HISTORY     - 1947     MONUMENTED       CGS
 JZ2343  HISTORY     - 1986     GOOD             NGS
 JZ2343
 JZ2343                          STATION DESCRIPTION
 JZ2343
 JZ2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2343'0.8 MI SE FROM FAIRLAND.
 JZ2343'ABOUT 0.8 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2343'FROM THE STATION AT FAIRLAND, AT RAILROAD BRIDGE NO. 427 OVER
 JZ2343'A BRANCH OF BRANDYWINE CREEK, SET IN THE TOP OF THE SOUTH
 JZ2343'CONCRETE WING WALL, ABOUT 7 RAILS SOUTHEAST OF LIGHT SIGNAL NO.
 JZ2343'881, 6.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 1.5
 JZ2343'FEET BELOW THE TRACK.
 JZ2343
 JZ2343                          STATION RECOVERY (1986)
 JZ2343
 JZ2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2343'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.8 KM (6.1 MI)
 JZ2343'NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS JUNCTION WITH STATE
 JZ2343'HIGHWAY 44 IN SHELBYVILLE, THENCE 3.2 KM (2.0 MI) WESTERLY ALONG
 JZ2343'COUNTY ROAD 400 NORTH, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG THE
 JZ2343'CONRAIL RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2418 ***********************************************************************
 JZ2418  DESIGNATION -  Y 269
 JZ2418  PID         -  JZ2418
 JZ2418  STATE/COUNTY-  IN/SHELBY
 JZ2418  COUNTRY     -  US
 JZ2418  USGS QUAD   -  RAYS CROSSING (2019)
 JZ2418
 JZ2418                         *CURRENT SURVEY CONTROL
 JZ2418  ______________________________________________________________________
 JZ2418* NAD 83(1986) POSITION- 39 31 40.     (N) 085 43 57.     (W)   SCALED
 JZ2418* NAVD 88 ORTHO HEIGHT -   243.145 (meters)      797.72  (feet) ADJUSTED
 JZ2418  ______________________________________________________________________
 JZ2418  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 JZ2418  DYNAMIC HEIGHT  -        243.001 (meters)      797.25  (feet) COMP
 JZ2418  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 JZ2418
 JZ2418  VERT ORDER      -  SECOND    CLASS 0
 JZ2418
 JZ2418.The horizontal coordinates were scaled from a map and have
 JZ2418.an estimated accuracy of +/- 6 seconds.
 JZ2418
 JZ2418.The orthometric height was determined by differential leveling and
 JZ2418.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2418.in June 1991.
 JZ2418
 JZ2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2418.GEOID18 height accuracy estimate available here.
 JZ2418
 JZ2418.Click photographs - Photos may exist for this station.
 JZ2418
 JZ2418.The dynamic height is computed by dividing the NAVD 88
 JZ2418.geopotential number by the normal gravity value computed on the
 JZ2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2418.degrees latitude (g = 980.6199 gals.).
 JZ2418
 JZ2418.The modeled gravity was interpolated from observed gravity values.
 JZ2418
 JZ2418;                    North         East    Units  Estimated Accuracy
 JZ2418;SPC IN E     -   475,090.       94,340.      MT  (+/- 180 meters Scaled)
 JZ2418
 JZ2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ089761(NAD 83)
 JZ2418
 JZ2418                          SUPERSEDED SURVEY CONTROL
 JZ2418
 JZ2418  NGVD 29 (??/??/92)  243.273  (m)          798.14   (f) ADJ UNCH    2 0
 JZ2418
 JZ2418.Superseded values are not recommended for survey control.
 JZ2418
 JZ2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2418.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2418
 JZ2418_MARKER: DB = BENCH MARK DISK
 JZ2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2418_STAMPING: Y 269 1947
 JZ2418_MARK LOGO: CGS
 JZ2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2418+STABILITY: SURFACE MOTION
 JZ2418
 JZ2418  HISTORY     - Date     Condition        Report By
 JZ2418  HISTORY     - 1947     MONUMENTED       CGS
 JZ2418  HISTORY     - 20130417 MARK NOT FOUND   INDNR
 JZ2418
 JZ2418                          STATION DESCRIPTION
 JZ2418
 JZ2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2418'2.2 MI E FROM SHELBYVILLE.
 JZ2418'ABOUT 2.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ2418'INTERSECTION OF THE NEW YORK CENTRAL RAILROAD AT SHELBYVILLE,
 JZ2418'AT MILE POST C 26, 15.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 JZ2418'48 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 44 PARALLELING
 JZ2418'THE TRACKS, 7.5 FEET SOUTHEAST OF MILE POST C 26, 2 FEET
 JZ2418'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 JZ2418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2418
 JZ2418                          STATION RECOVERY (2013)
 JZ2418
 JZ2418'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2418'FOUND BROKEN CONCRETE IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0216 ***********************************************************************
 LB0216  DESIGNATION -  Y 27
 LB0216  PID         -  LB0216
 LB0216  STATE/COUNTY-  IN/MIAMI
 LB0216  COUNTRY     -  US
 LB0216  USGS QUAD   -  PERU (2019)
 LB0216
 LB0216                         *CURRENT SURVEY CONTROL
 LB0216  ______________________________________________________________________
 LB0216* NAD 83(1986) POSITION- 40 45 28.     (N) 086 04 15.     (W)   SCALED
 LB0216* NAVD 88 ORTHO HEIGHT -   198.895 (meters)      652.54  (feet) ADJUSTED
 LB0216  ______________________________________________________________________
 LB0216  GEOID HEIGHT    -        -34.227 (meters)                     GEOID18
 LB0216  DYNAMIC HEIGHT  -        198.799 (meters)      652.23  (feet) COMP
 LB0216  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 LB0216
 LB0216  VERT ORDER      -  SECOND    CLASS 0
 LB0216
 LB0216.The horizontal coordinates were scaled from a map and have
 LB0216.an estimated accuracy of +/- 6 seconds.
 LB0216
 LB0216.The orthometric height was determined by differential leveling and
 LB0216.adjusted by the NATIONAL GEODETIC SURVEY
 LB0216.in June 1991.
 LB0216
 LB0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0216.GEOID18 height accuracy estimate available here.
 LB0216
 LB0216.Click photographs - Photos may exist for this station.
 LB0216
 LB0216.The dynamic height is computed by dividing the NAVD 88
 LB0216.geopotential number by the normal gravity value computed on the
 LB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0216.degrees latitude (g = 980.6199 gals.).
 LB0216
 LB0216.The modeled gravity was interpolated from observed gravity values.
 LB0216
 LB0216;                    North         East    Units  Estimated Accuracy
 LB0216;SPC IN E     -   611,740.       65,870.      MT  (+/- 180 meters Scaled)
 LB0216
 LB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL784122(NAD 83)
 LB0216
 LB0216                          SUPERSEDED SURVEY CONTROL
 LB0216
 LB0216  NGVD 29 (??/??/92)  199.018  (m)          652.94   (f) ADJ UNCH    2 0
 LB0216
 LB0216.Superseded values are not recommended for survey control.
 LB0216
 LB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0216.See file dsdata.pdf to determine how the superseded data were derived.
 LB0216
 LB0216_MARKER: DD = SURVEY DISK
 LB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0216_STAMPING: Y 27 1934
 LB0216_MARK LOGO: CGS
 LB0216_PROJECTION: RECESSED 76 CENTIMETERS
 LB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0216+STABILITY: SURFACE MOTION
 LB0216
 LB0216  HISTORY     - Date     Condition        Report By
 LB0216  HISTORY     - 1934     MONUMENTED       CGS
 LB0216  HISTORY     - 1946     GOOD             CGS
 LB0216  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0216  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0216
 LB0216                          STATION DESCRIPTION
 LB0216
 LB0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0216'AT PERU.
 LB0216'AT PERU, AT THE WABASH RAILWAY STATION, 93.5 FEET WEST OF THE
 LB0216'NORTHWEST CORNER OF THE STATION, 181 FEET EAST OF THE EAST END
 LB0216'OF THE RAILROAD OVERPASS BRIDGE OVER NORTH BROADWAY STREET, 25
 LB0216'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 11.5 FEET
 LB0216'NORTH OF THE NORTH RAIL OF A SPUR TRACK, 12 FEET SOUTH-SOUTHWEST
 LB0216'OF A LIGHT POLE, ABOUT 3 FEET BELOW THE BRICK SIDE WALK, AND
 LB0216'ABOUT 2.5 FEET BELOW THE SURFACE OF THE GROUND.  NOTE-- IN
 LB0216'FILLING TO BUILD AN EXTENSION TO THE STATION THE MARK WAS TO BE
 LB0216'COVERED BUT A MANHOLE WAS BUILT AROUND THE MARK SO THAT A ROD
 LB0216'CAN STILL BE HEAD ON THE MARK.
 LB0216
 LB0216                          STATION RECOVERY (1989)
 LB0216
 LB0216'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0216'MARK NOT FOUND.
 LB0216
 LB0216                          STATION RECOVERY (2005)
 LB0216
 LB0216'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0216'SPUR TRACK HAS BEEN REMOVED.  NO EVIDENCE OF SAID MANHOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2214 ***********************************************************************
 JZ2214  DESIGNATION -  Y 270
 JZ2214  PID         -  JZ2214
 JZ2214  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2214  COUNTRY     -  US
 JZ2214  USGS QUAD   -  COLUMBUS (2019)
 JZ2214
 JZ2214                         *CURRENT SURVEY CONTROL
 JZ2214  ______________________________________________________________________
 JZ2214* NAD 83(1986) POSITION- 39 12 47.92   (N) 085 54 45.20   (W)   HD_HELD1
 JZ2214* NAVD 88 ORTHO HEIGHT -   193.361 (meters)      634.39  (feet) ADJUSTED
 JZ2214  ______________________________________________________________________
 JZ2214  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 JZ2214  DYNAMIC HEIGHT  -        193.242 (meters)      633.99  (feet) COMP
 JZ2214  MODELED GRAVITY -    980,010.5   (mgal)                       NAVD 88
 JZ2214
 JZ2214  VERT ORDER      -  SECOND    CLASS 0
 JZ2214
 JZ2214.The horizontal coordinates were determined by differentially corrected
 JZ2214.hand held GPS observations or other comparable positioning techniques
 JZ2214.and have an estimated accuracy of +/- 3 meters.
 JZ2214
 JZ2214.The orthometric height was determined by differential leveling and
 JZ2214.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2214.in June 1991.
 JZ2214
 JZ2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2214.GEOID18 height accuracy estimate available here.
 JZ2214
 JZ2214.Click photographs - Photos may exist for this station.
 JZ2214
 JZ2214.The dynamic height is computed by dividing the NAVD 88
 JZ2214.geopotential number by the normal gravity value computed on the
 JZ2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2214.degrees latitude (g = 980.6199 gals.).
 JZ2214
 JZ2214.The modeled gravity was interpolated from observed gravity values.
 JZ2214
 JZ2214;                    North         East    Units  Estimated Accuracy
 JZ2214;SPC IN E     -   440,205.6      78,764.3     MT  (+/- 3 meters HH1 GPS) 
 JZ2214
 JZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9388141011(NAD 83)
 JZ2214
 JZ2214                          SUPERSEDED SURVEY CONTROL
 JZ2214
 JZ2214  NGVD 29 (??/??/92)  193.483  (m)          634.79   (f) ADJ UNCH    2 0
 JZ2214
 JZ2214.Superseded values are not recommended for survey control.
 JZ2214
 JZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2214.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2214
 JZ2214_MARKER: DB = BENCH MARK DISK
 JZ2214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2214_SP_SET: BUILDING
 JZ2214_STAMPING: Y 270 1947
 JZ2214_MARK LOGO: CGS
 JZ2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2214
 JZ2214  HISTORY     - Date     Condition        Report By
 JZ2214  HISTORY     - 1947     MONUMENTED       CGS
 JZ2214  HISTORY     - 20070109 GOOD             BEACON
 JZ2214
 JZ2214                          STATION DESCRIPTION
 JZ2214
 JZ2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2214'AT COLUMBUS.
 JZ2214'AT COLUMBUS, ABOUT 1.0 MILE NORTHEAST ALONG THE PENNSYLVANIA
 JZ2214'RAILROAD FROM THE STATION, AT THE CROSSING OF UNION STREET, SET
 JZ2214'VERTICALLY IN THE NORTH FACE OF THE BRICK WALL OF THE MACHINE
 JZ2214'SHOP OF STALEY MANUFACTURING CORP., 25 FEET EAST OF THE CENTER
 JZ2214'LINE OF UNION STREET, 42.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 JZ2214'MAIN TRACK, 1.4 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 JZ2214'AND 2.3 FEET ABOVE THE GROUND.
 JZ2214
 JZ2214                          STATION RECOVERY (2007)
 JZ2214
 JZ2214'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2212 ***********************************************************************
 JZ2212  DESIGNATION -  Y 271
 JZ2212  PID         -  JZ2212
 JZ2212  STATE/COUNTY-  IN/DECATUR
 JZ2212  COUNTRY     -  US
 JZ2212  USGS QUAD   -  WESTPORT (2019)
 JZ2212
 JZ2212                         *CURRENT SURVEY CONTROL
 JZ2212  ______________________________________________________________________
 JZ2212* NAD 83(1986) POSITION- 39 08 48.     (N) 085 36 44.     (W)   SCALED
 JZ2212* NAVD 88 ORTHO HEIGHT -   234.020 (meters)      767.78  (feet) ADJUSTED
 JZ2212  ______________________________________________________________________
 JZ2212  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 JZ2212  DYNAMIC HEIGHT  -        233.872 (meters)      767.30  (feet) COMP
 JZ2212  MODELED GRAVITY -    979,987.2   (mgal)                       NAVD 88
 JZ2212
 JZ2212  VERT ORDER      -  SECOND    CLASS 0
 JZ2212
 JZ2212.The horizontal coordinates were scaled from a map and have
 JZ2212.an estimated accuracy of +/- 6 seconds.
 JZ2212
 JZ2212.The orthometric height was determined by differential leveling and
 JZ2212.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2212.in June 1991.
 JZ2212
 JZ2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2212.GEOID18 height accuracy estimate available here.
 JZ2212
 JZ2212.Click photographs - Photos may exist for this station.
 JZ2212
 JZ2212.The dynamic height is computed by dividing the NAVD 88
 JZ2212.geopotential number by the normal gravity value computed on the
 JZ2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2212.degrees latitude (g = 980.6199 gals.).
 JZ2212
 JZ2212.The modeled gravity was interpolated from observed gravity values.
 JZ2212
 JZ2212;                    North         East    Units  Estimated Accuracy
 JZ2212;SPC IN E     -   432,780.      104,710.      MT  (+/- 180 meters Scaled)
 JZ2212
 JZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ199339(NAD 83)
 JZ2212
 JZ2212                          SUPERSEDED SURVEY CONTROL
 JZ2212
 JZ2212  NGVD 29 (??/??/92)  234.141  (m)          768.18   (f) ADJ UNCH    2 0
 JZ2212
 JZ2212.Superseded values are not recommended for survey control.
 JZ2212
 JZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2212.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2212
 JZ2212_MARKER: DB = BENCH MARK DISK
 JZ2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2212_STAMPING: Y 271 1947
 JZ2212_MARK LOGO: CGS
 JZ2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2212+STABILITY: SURFACE MOTION
 JZ2212
 JZ2212  HISTORY     - Date     Condition        Report By
 JZ2212  HISTORY     - 1947     MONUMENTED       CGS
 JZ2212
 JZ2212                          STATION DESCRIPTION
 JZ2212
 JZ2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2212'1.4 MI SE FROM SARDINIA.
 JZ2212'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 JZ2212'CHURCH AT SARDINIA, THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL
 JZ2212'ROAD, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 JZ2212'NORTH-SOUTH GRAVEL ROAD, 18.5 FEET EAST OF THE CENTER LINE OF
 JZ2212'THE NORTH-SOUTH ROAD, 2.2 FEET SOUTHWEST OF A FENCE CORNER AND
 JZ2212'GATE POST, 29 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JZ2212'ROAD, 1 FOOT WEST OF THE FENCE LINE, 51 FEET NORTH OF A TELEPHONE
 JZ2212'POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET NORTH OF A WHITE
 JZ2212'WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 JZ2212'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1810 ***********************************************************************
 JZ1810  DESIGNATION -  Y 272
 JZ1810  PID         -  JZ1810
 JZ1810  STATE/COUNTY-  IN/DEARBORN
 JZ1810  COUNTRY     -  US
 JZ1810  USGS QUAD   -  SUNMAN (2019)
 JZ1810
 JZ1810                         *CURRENT SURVEY CONTROL
 JZ1810  ______________________________________________________________________
 JZ1810* NAD 83(1986) POSITION- 39 12 28.     (N) 085 02 16.     (W)   SCALED
 JZ1810* NAVD 88 ORTHO HEIGHT -   268.448 (meters)      880.73  (feet) ADJUSTED
 JZ1810  ______________________________________________________________________
 JZ1810  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 JZ1810  DYNAMIC HEIGHT  -        268.279 (meters)      880.18  (feet) COMP
 JZ1810  MODELED GRAVITY -    979,989.8   (mgal)                       NAVD 88
 JZ1810
 JZ1810  VERT ORDER      -  FIRST     CLASS II
 JZ1810
 JZ1810.The horizontal coordinates were scaled from a map and have
 JZ1810.an estimated accuracy of +/- 6 seconds.
 JZ1810
 JZ1810.The orthometric height was determined by differential leveling and
 JZ1810.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1810.in June 1991.
 JZ1810
 JZ1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1810.GEOID18 height accuracy estimate available here.
 JZ1810
 JZ1810.Click photographs - Photos may exist for this station.
 JZ1810
 JZ1810.The dynamic height is computed by dividing the NAVD 88
 JZ1810.geopotential number by the normal gravity value computed on the
 JZ1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1810.degrees latitude (g = 980.6199 gals.).
 JZ1810
 JZ1810.The modeled gravity was interpolated from observed gravity values.
 JZ1810
 JZ1810;                    North         East    Units  Estimated Accuracy
 JZ1810;SPC IN E     -   439,750.      154,320.      MT  (+/- 180 meters Scaled)
 JZ1810
 JZ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ694416(NAD 83)
 JZ1810
 JZ1810                          SUPERSEDED SURVEY CONTROL
 JZ1810
 JZ1810  NGVD 29 (??/??/92)  268.624  (m)          881.31   (f) ADJ UNCH    1 2
 JZ1810
 JZ1810.Superseded values are not recommended for survey control.
 JZ1810
 JZ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1810.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1810
 JZ1810_MARKER: DB = BENCH MARK DISK
 JZ1810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1810_SP_SET: BOX CULVERT HEADWALL
 JZ1810_STAMPING: Y 272 1947
 JZ1810_MARK LOGO: CGS
 JZ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1810+STABILITY: SURFACE MOTION
 JZ1810
 JZ1810  HISTORY     - Date     Condition        Report By
 JZ1810  HISTORY     - 1947     MONUMENTED       CGS
 JZ1810  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1810
 JZ1810                          STATION DESCRIPTION
 JZ1810
 JZ1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1810'0.9 MI SE FROM WEISBURG.
 JZ1810'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JZ1810'THE STATION AT WEISBURG, ABOUT 6 RAIS SOUTHEAST OF MILE POST
 JZ1810'NO. 36, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JZ1810'HEAD WALL OF CONCRETE BOX CULVERT NO. 252, 7.5 FEET SOUTHWEST
 JZ1810'OF THE SOUTHWEST RAIL OF THE SOUTHWEST BOUND TRACK, 2.8 FEET
 JZ1810'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT 2.5
 JZ1810'FEET BELOW THE TRACK.  NOTE-- MARK MAY BE COVERED WITH CINDERS
 JZ1810'AND ROCKS IN THE NEAR FUTURE.
 JZ1810
 JZ1810                          STATION RECOVERY (1986)
 JZ1810
 JZ1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1810'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0920 ***********************************************************************
 JZ0920  DESIGNATION -  Y 273
 JZ0920  PID         -  JZ0920
 JZ0920  STATE/COUNTY-  IN/DEARBORN
 JZ0920  COUNTRY     -  US
 JZ0920  USGS QUAD   -  HARRISON (2016)
 JZ0920
 JZ0920                         *CURRENT SURVEY CONTROL
 JZ0920  ______________________________________________________________________
 JZ0920* NAD 83(1986) POSITION- 39 15 04.     (N) 084 49 13.     (W)   SCALED
 JZ0920* NAVD 88 ORTHO HEIGHT -   158.739 (meters)      520.80  (feet) ADJUSTED
 JZ0920  ______________________________________________________________________
 JZ0920  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 JZ0920  DYNAMIC HEIGHT  -        158.646 (meters)      520.49  (feet) COMP
 JZ0920  MODELED GRAVITY -    980,034.5   (mgal)                       NAVD 88
 JZ0920
 JZ0920  VERT ORDER      -  SECOND    CLASS 0
 JZ0920
 JZ0920.The horizontal coordinates were scaled from a map and have
 JZ0920.an estimated accuracy of +/- 6 seconds.
 JZ0920
 JZ0920.The orthometric height was determined by differential leveling and
 JZ0920.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0920.in June 1991.
 JZ0920
 JZ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0920.GEOID18 height accuracy estimate available here.
 JZ0920
 JZ0920.Click photographs - Photos may exist for this station.
 JZ0920
 JZ0920.The dynamic height is computed by dividing the NAVD 88
 JZ0920.geopotential number by the normal gravity value computed on the
 JZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0920.degrees latitude (g = 980.6199 gals.).
 JZ0920
 JZ0920.The modeled gravity was interpolated from observed gravity values.
 JZ0920
 JZ0920;                    North         East    Units  Estimated Accuracy
 JZ0920;SPC IN E     -   444,720.      173,060.      MT  (+/- 180 meters Scaled)
 JZ0920
 JZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ880469(NAD 83)
 JZ0920
 JZ0920                          SUPERSEDED SURVEY CONTROL
 JZ0920
 JZ0920  NGVD 29 (??/??/92)  158.933  (m)          521.43   (f) ADJ UNCH    2 0
 JZ0920
 JZ0920.Superseded values are not recommended for survey control.
 JZ0920
 JZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0920.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0920
 JZ0920_MARKER: DB = BENCH MARK DISK
 JZ0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0920_SP_SET: BRIDGE
 JZ0920_STAMPING: Y 273 1947
 JZ0920_MARK LOGO: CGS
 JZ0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0920
 JZ0920  HISTORY     - Date     Condition        Report By
 JZ0920  HISTORY     - 1947     MONUMENTED       CGS
 JZ0920
 JZ0920                          STATION DESCRIPTION
 JZ0920
 JZ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0920'0.7 MI S FROM HARRISON.
 JZ0920'0.7 MILE SOUTH ALONG THE STATE LINE ROAD FROM THE HARRISON GOSPEL
 JZ0920'CHAPEL AT HARRISON, ABOUT 0.4 MILE SOUTH OF A SCHOOL ON THE
 JZ0920'WEST SIDE OF THE ROAD, SET IN THE TOP OF THE NORTH CONCRETE WING
 JZ0920'WALL OF A LARGE CONCRETE DECK STEEL BRIDGE OVER WHITEWATER RIVER,
 JZ0920'15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 JZ0920'WITH THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0873 ***********************************************************************
 JZ0873  DESIGNATION -  Y 274
 JZ0873  PID         -  JZ0873
 JZ0873  STATE/COUNTY-  IN/FRANKLIN
 JZ0873  COUNTRY     -  US
 JZ0873  USGS QUAD   -  REILY (2016)
 JZ0873
 JZ0873                         *CURRENT SURVEY CONTROL
 JZ0873  ______________________________________________________________________
 JZ0873* NAD 83(1986) POSITION- 39 27 28.     (N) 084 49 27.     (W)   SCALED
 JZ0873* NAVD 88 ORTHO HEIGHT -   311.230 (meters)     1021.09  (feet) ADJUSTED
 JZ0873  ______________________________________________________________________
 JZ0873  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 JZ0873  DYNAMIC HEIGHT  -        311.051 (meters)     1020.51  (feet) COMP
 JZ0873  MODELED GRAVITY -    980,041.2   (mgal)                       NAVD 88
 JZ0873
 JZ0873  VERT ORDER      -  SECOND    CLASS 0
 JZ0873
 JZ0873.The horizontal coordinates were scaled from a map and have
 JZ0873.an estimated accuracy of +/- 6 seconds.
 JZ0873
 JZ0873.The orthometric height was determined by differential leveling and
 JZ0873.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0873.in June 1991.
 JZ0873
 JZ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0873.GEOID18 height accuracy estimate available here.
 JZ0873
 JZ0873.Click photographs - Photos may exist for this station.
 JZ0873
 JZ0873.The dynamic height is computed by dividing the NAVD 88
 JZ0873.geopotential number by the normal gravity value computed on the
 JZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0873.degrees latitude (g = 980.6199 gals.).
 JZ0873
 JZ0873.The modeled gravity was interpolated from observed gravity values.
 JZ0873
 JZ0873;                    North         East    Units  Estimated Accuracy
 JZ0873;SPC IN E     -   467,660.      172,510.      MT  (+/- 180 meters Scaled)
 JZ0873
 JZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ871698(NAD 83)
 JZ0873
 JZ0873                          SUPERSEDED SURVEY CONTROL
 JZ0873
 JZ0873  NGVD 29 (??/??/92)  311.402  (m)         1021.66   (f) ADJ UNCH    2 0
 JZ0873
 JZ0873.Superseded values are not recommended for survey control.
 JZ0873
 JZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0873.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0873
 JZ0873_MARKER: DB = BENCH MARK DISK
 JZ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0873_STAMPING: Y 274 1947
 JZ0873_MARK LOGO: CGS
 JZ0873_PROJECTION: PROJECTING 13 CENTIMETERS
 JZ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0873+STABILITY: SURFACE MOTION
 JZ0873
 JZ0873  HISTORY     - Date     Condition        Report By
 JZ0873  HISTORY     - 1947     MONUMENTED       CGS
 JZ0873
 JZ0873                          STATION DESCRIPTION
 JZ0873
 JZ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0873'2.2 MI NW FROM PEORIA.
 JZ0873'1.7 MILES NORTH ALONG THE OHIO-INDIANA STATE LINE ROAD FROM THE
 JZ0873'CHESAPEAKE AND OHIO RAILWAY STATION AT PEORIA, THENCE ABOUT 0.45
 JZ0873'MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.35 MILE EAST OF THE
 JZ0873'JUNCTION OF A ROAD LEADING NORTH, AT A T FENCE CORNER, 19 FEET
 JZ0873'NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET EAST OF THE
 JZ0873'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET EAST OF
 JZ0873'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET
 JZ0873'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK
 JZ0873'MAY BE REACHED FROM THE CHESAPEAKE AND OHIO RAILWAY STATION AT
 JZ0873'RAYMOND BY GOING 0.2 MILE EAST ALONG A BLACK TOP ROAD, THENCE
 JZ0873'ABOUT 0.35 MILE SOUTH AND 1.35 MILE EAST AND SOUTH AND 0.35
 JZ0873'MILE EAST ALONG GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0087 ***********************************************************************
 HB0087  DESIGNATION -  Y 275
 HB0087  PID         -  HB0087
 HB0087  STATE/COUNTY-  IN/POSEY
 HB0087  COUNTRY     -  US
 HB0087  USGS QUAD   -  EMMA (2018)
 HB0087
 HB0087                         *CURRENT SURVEY CONTROL
 HB0087  ______________________________________________________________________
 HB0087* NAD 83(1986) POSITION- 37 59 45.     (N) 088 00 56.     (W)   SCALED
 HB0087* NAVD 88 ORTHO HEIGHT -   110.655 (meters)      363.04  (feet) ADJUSTED
 HB0087  ______________________________________________________________________
 HB0087  GEOID HEIGHT    -        -30.548 (meters)                     GEOID18
 HB0087  DYNAMIC HEIGHT  -        110.581 (meters)      362.80  (feet) COMP
 HB0087  MODELED GRAVITY -    979,953.8   (mgal)                       NAVD 88
 HB0087
 HB0087  VERT ORDER      -  FIRST     CLASS II
 HB0087
 HB0087.The horizontal coordinates were scaled from a map and have
 HB0087.an estimated accuracy of +/- 6 seconds.
 HB0087
 HB0087.The orthometric height was determined by differential leveling and
 HB0087.adjusted by the NATIONAL GEODETIC SURVEY
 HB0087.in June 1991.
 HB0087
 HB0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0087.GEOID18 height accuracy estimate available here.
 HB0087
 HB0087.Click photographs - Photos may exist for this station.
 HB0087
 HB0087.The dynamic height is computed by dividing the NAVD 88
 HB0087.geopotential number by the normal gravity value computed on the
 HB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0087.degrees latitude (g = 980.6199 gals.).
 HB0087
 HB0087.The modeled gravity was interpolated from observed gravity values.
 HB0087
 HB0087;                    North         East    Units  Estimated Accuracy
 HB0087;SPC IN W     -   305,440.      818,120.      MT  (+/- 180 meters Scaled)
 HB0087
 HB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH108058(NAD 83)
 HB0087
 HB0087                          SUPERSEDED SURVEY CONTROL
 HB0087
 HB0087  NGVD 29 (11/26/84)  110.770  (m)          363.42   (f) ADJUSTED    1 2
 HB0087
 HB0087.Superseded values are not recommended for survey control.
 HB0087
 HB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0087.See file dsdata.pdf to determine how the superseded data were derived.
 HB0087
 HB0087_MARKER: DB = BENCH MARK DISK
 HB0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0087_STAMPING: Y 275 1954
 HB0087_MARK LOGO: CGS
 HB0087_PROJECTION: PROJECTING 10 CENTIMETERS
 HB0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0087+STABILITY: SURFACE MOTION
 HB0087
 HB0087  HISTORY     - Date     Condition        Report By
 HB0087  HISTORY     - 1954     MONUMENTED       CGS
 HB0087
 HB0087                          STATION DESCRIPTION
 HB0087
 HB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0087'5.8 MI NW FROM UPTON.
 HB0087'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE SCHOOL
 HB0087'AT UPTON, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.4 MILE WEST AND
 HB0087'ABOUT 1.05 MILES NORTH ALONG GRAVEL ROADS, THENCE ABOUT 1.45 MILES
 HB0087'WEST ALONG A DIRT ROAD, ABOUT 0.15 MILE EAST OF LEFT BANK OF WABASH
 HB0087'RIVER, ON A HIGH STRIP OF GROUND AND ON THE SOUTH SIDE OF A
 HB0087'TIMBERED WASH, 17 FEET NORTH OF CENTER LINE OF ROAD, 185 FEET EAST
 HB0087'OF CENTER OF JUNCTION OF A ROAD NORTH, 14 FEET SOUTH OF A WELL WITH
 HB0087'PUMP, 51 FEET WEST OF SOUTHWEST CORNER OF AN OLD ABANDONED TWO-ROOM
 HB0087'FRAME HOUSE, 2 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET EAST
 HB0087'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 HB0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1618 ***********************************************************************
 JZ1618  DESIGNATION -  Y 276 RESET
 JZ1618  PID         -  JZ1618
 JZ1618  STATE/COUNTY-  IN/FAYETTE
 JZ1618  COUNTRY     -  US
 JZ1618  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1618
 JZ1618                         *CURRENT SURVEY CONTROL
 JZ1618  ______________________________________________________________________
 JZ1618* NAD 83(1986) POSITION- 39 41 10.     (N) 085 09 00.     (W)   SCALED
 JZ1618* NAVD 88 ORTHO HEIGHT -   266.03  (meters)      872.8   (feet) RESET
 JZ1618  ______________________________________________________________________
 JZ1618  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 JZ1618  VERT ORDER      -  THIRD
 JZ1618
 JZ1618.The horizontal coordinates were scaled from a map and have
 JZ1618.an estimated accuracy of +/- 6 seconds.
 JZ1618
 JZ1618.The orthometric height was computed from unverified reset data.
 JZ1618
 JZ1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1618.GEOID18 height accuracy estimate available here.
 JZ1618
 JZ1618.Click photographs - Photos may exist for this station.
 JZ1618
 JZ1618;                    North         East    Units  Estimated Accuracy
 JZ1618;SPC IN E     -   492,800.      144,320.      MT  (+/- 180 meters Scaled)
 JZ1618
 JZ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ586945(NAD 83)
 JZ1618
 JZ1618                          SUPERSEDED SURVEY CONTROL
 JZ1618
 JZ1618.No superseded survey control is available for this station.
 JZ1618
 JZ1618_MARKER: DV = VERTICAL CONTROL DISK
 JZ1618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1618_SP_SET: BRIDGE
 JZ1618_STAMPING: Y 276 RESET 1972
 JZ1618_MARK LOGO: NGS
 JZ1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1618
 JZ1618  HISTORY     - Date     Condition        Report By
 JZ1618  HISTORY     - 1972     MONUMENTED       INHD
 JZ1618
 JZ1618                          STATION DESCRIPTION
 JZ1618
 JZ1618'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1972
 JZ1618'1.6 MI E FROM HARRISBURGH.
 JZ1618'ABOUT 1.65 MILES EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1618'HARRISBURG, ABOUT 0.6 MILE WEST OF THE INTERSECTION OF STATE
 JZ1618'HIGHWAY 1, SET IN THE SOUTHEAST WINGWALL OF A NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1342 ***********************************************************************
 JZ1342  DESIGNATION -  Y 277
 JZ1342  PID         -  JZ1342
 JZ1342  STATE/COUNTY-  IN/UNION
 JZ1342  COUNTRY     -  US
 JZ1342  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1342
 JZ1342                         *CURRENT SURVEY CONTROL
 JZ1342  ______________________________________________________________________
 JZ1342* NAD 83(1986) POSITION- 39 37 50.     (N) 084 51 08.     (W)   SCALED
 JZ1342* NAVD 88 ORTHO HEIGHT -   323.416 (meters)     1061.07  (feet) ADJUSTED
 JZ1342  ______________________________________________________________________
 JZ1342  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 JZ1342  DYNAMIC HEIGHT  -        323.228 (meters)     1060.46  (feet) COMP
 JZ1342  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 JZ1342
 JZ1342  VERT ORDER      -  SECOND    CLASS 0
 JZ1342
 JZ1342.The horizontal coordinates were scaled from a map and have
 JZ1342.an estimated accuracy of +/- 6 seconds.
 JZ1342
 JZ1342.The orthometric height was determined by differential leveling and
 JZ1342.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1342.in June 1991.
 JZ1342
 JZ1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1342.GEOID18 height accuracy estimate available here.
 JZ1342
 JZ1342.Click photographs - Photos may exist for this station.
 JZ1342
 JZ1342.The dynamic height is computed by dividing the NAVD 88
 JZ1342.geopotential number by the normal gravity value computed on the
 JZ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1342.degrees latitude (g = 980.6199 gals.).
 JZ1342
 JZ1342.The modeled gravity was interpolated from observed gravity values.
 JZ1342
 JZ1342;                    North         East    Units  Estimated Accuracy
 JZ1342;SPC IN E     -   486,820.      169,920.      MT  (+/- 180 meters Scaled)
 JZ1342
 JZ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ843889(NAD 83)
 JZ1342
 JZ1342                          SUPERSEDED SURVEY CONTROL
 JZ1342
 JZ1342  NGVD 29 (??/??/92)  323.570  (m)         1061.58   (f) ADJ UNCH    2 0
 JZ1342
 JZ1342.Superseded values are not recommended for survey control.
 JZ1342
 JZ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1342.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1342
 JZ1342_MARKER: DB = BENCH MARK DISK
 JZ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1342_STAMPING: Y 277 1947
 JZ1342_MARK LOGO: CGS
 JZ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1342+STABILITY: SURFACE MOTION
 JZ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1342+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2012
 JZ1342
 JZ1342  HISTORY     - Date     Condition        Report By
 JZ1342  HISTORY     - 1947     MONUMENTED       CGS
 JZ1342  HISTORY     - 20040324 GOOD             USI
 JZ1342  HISTORY     - 20120203 GOOD             WOOLPT
 JZ1342
 JZ1342                          STATION DESCRIPTION
 JZ1342
 JZ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1342'4.3 MI E FROM LIBERTY.
 JZ1342'4.3 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1342'LIBERTY, ABOUT 0.5 MILE EAST OF THE INTERSECTION OF THE CHESAPEAKE
 JZ1342'AND OHIO RAILWAY, AT A CROSS ROAD, 74 FEET SOUTH OF THE CENTER
 JZ1342'LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE
 JZ1342'CROSS ROAD, 53 FEET SOUTH OF A FENCE CORNER, 1.2 FEET EAST OF THE
 JZ1342'FENCE LINE, 28 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 JZ1342'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND
 JZ1342'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1342
 JZ1342                          STATION RECOVERY (2004)
 JZ1342
 JZ1342'RECOVERY NOTE BY USI CONSULTANTS INC 2004 (KW)
 JZ1342'RECOVERED IN GOOD CONDITION.
 JZ1342
 JZ1342                          STATION RECOVERY (2012)
 JZ1342
 JZ1342'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 JZ1342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0225 ***********************************************************************
 JA0225  DESIGNATION -  Y 278
 JA0225  PID         -  JA0225
 JA0225  STATE/COUNTY-  IN/WASHINGTON
 JA0225  COUNTRY     -  US
 JA0225  USGS QUAD   -  SALEM (2019)
 JA0225
 JA0225                         *CURRENT SURVEY CONTROL
 JA0225  ______________________________________________________________________
 JA0225* NAD 83(1986) POSITION- 38 32 40.     (N) 086 00 34.     (W)   SCALED
 JA0225* NAVD 88 ORTHO HEIGHT -   247.978 (meters)      813.57  (feet) ADJUSTED
 JA0225  ______________________________________________________________________
 JA0225  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 JA0225  DYNAMIC HEIGHT  -        247.810 (meters)      813.02  (feet) COMP
 JA0225  MODELED GRAVITY -    979,946.7   (mgal)                       NAVD 88
 JA0225
 JA0225  VERT ORDER      -  FIRST     CLASS II
 JA0225
 JA0225.The horizontal coordinates were scaled from a map and have
 JA0225.an estimated accuracy of +/- 6 seconds.
 JA0225
 JA0225.The orthometric height was determined by differential leveling and
 JA0225.adjusted by the NATIONAL GEODETIC SURVEY
 JA0225.in June 1991.
 JA0225
 JA0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0225.GEOID18 height accuracy estimate available here.
 JA0225
 JA0225.Click photographs - Photos may exist for this station.
 JA0225
 JA0225.The dynamic height is computed by dividing the NAVD 88
 JA0225.geopotential number by the normal gravity value computed on the
 JA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0225.degrees latitude (g = 980.6199 gals.).
 JA0225
 JA0225.The modeled gravity was interpolated from observed gravity values.
 JA0225
 JA0225;                    North         East    Units  Estimated Accuracy
 JA0225;SPC IN E     -   365,980.       70,120.      MT  (+/- 180 meters Scaled)
 JA0225
 JA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH863666(NAD 83)
 JA0225
 JA0225                          SUPERSEDED SURVEY CONTROL
 JA0225
 JA0225  NGVD 29 (??/??/92)  248.097  (m)          813.96   (f) ADJ UNCH    1 2
 JA0225
 JA0225.Superseded values are not recommended for survey control.
 JA0225
 JA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0225.See file dsdata.pdf to determine how the superseded data were derived.
 JA0225
 JA0225_MARKER: DB = BENCH MARK DISK
 JA0225_SETTING: 66 = SET IN ROCK OUTCROP
 JA0225_STAMPING: Y 278 1949
 JA0225_MARK LOGO: CGS
 JA0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0225+STABILITY: POSITION/ELEVATION WELL
 JA0225
 JA0225  HISTORY     - Date     Condition        Report By
 JA0225  HISTORY     - 1949     MONUMENTED       CGS
 JA0225  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0225
 JA0225                          STATION DESCRIPTION
 JA0225
 JA0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0225'3.1 MI NW FROM NEW PEKIN.
 JA0225'ABOUT 3.1 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0225'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, AT A ROAD
 JA0225'CROSSING, 79 FEET EAST OF THE EAST RAIL, 50.5 FEET SOUTHWEST OF A
 JA0225'24-INCH BLACK WALNUT TREE, 24 FEET EAST-SOUTHEAST OF A FENCE
 JA0225'LINE, 3.5 FEET NORTH OF THE WEST CORNER OF A CONCRETE WATER TANK,
 JA0225'2 FEET WEST-NORTHWEST OF THE NORTHWEST FACE OF THE WATER TANK AND
 JA0225'ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 JA0225
 JA0225                          STATION RECOVERY (2023)
 JA0225
 JA0225'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0155 ***********************************************************************
 JA0155  DESIGNATION -  Y 279
 JA0155  PID         -  JA0155
 JA0155  STATE/COUNTY-  IN/LAWRENCE
 JA0155  COUNTRY     -  US
 JA0155  USGS QUAD   -  MITCHELL (2019)
 JA0155
 JA0155                         *CURRENT SURVEY CONTROL
 JA0155  ______________________________________________________________________
 JA0155* NAD 83(1986) POSITION- 38 42 06.     (N) 086 27 09.     (W)   SCALED
 JA0155* NAVD 88 ORTHO HEIGHT -   205.745 (meters)      675.02  (feet) ADJUSTED
 JA0155  ______________________________________________________________________
 JA0155  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 JA0155  DYNAMIC HEIGHT  -        205.610 (meters)      674.57  (feet) COMP
 JA0155  MODELED GRAVITY -    979,968.5   (mgal)                       NAVD 88
 JA0155
 JA0155  VERT ORDER      -  FIRST     CLASS II
 JA0155
 JA0155.The horizontal coordinates were scaled from a map and have
 JA0155.an estimated accuracy of +/- 6 seconds.
 JA0155
 JA0155.The orthometric height was determined by differential leveling and
 JA0155.adjusted by the NATIONAL GEODETIC SURVEY
 JA0155.in June 1991.
 JA0155
 JA0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0155.GEOID18 height accuracy estimate available here.
 JA0155
 JA0155.Click photographs - Photos may exist for this station.
 JA0155
 JA0155.The dynamic height is computed by dividing the NAVD 88
 JA0155.geopotential number by the normal gravity value computed on the
 JA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0155.degrees latitude (g = 980.6199 gals.).
 JA0155
 JA0155.The modeled gravity was interpolated from observed gravity values.
 JA0155
 JA0155;                    North         East    Units  Estimated Accuracy
 JA0155;SPC IN W     -   383,570.      954,870.      MT  (+/- 180 meters Scaled)
 JA0155
 JA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476838(NAD 83)
 JA0155
 JA0155                          SUPERSEDED SURVEY CONTROL
 JA0155
 JA0155  NGVD 29 (??/??/92)  205.859  (m)          675.39   (f) ADJ UNCH    1 2
 JA0155
 JA0155.Superseded values are not recommended for survey control.
 JA0155
 JA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0155.See file dsdata.pdf to determine how the superseded data were derived.
 JA0155
 JA0155_MARKER: DB = BENCH MARK DISK
 JA0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0155_STAMPING: Y 279 1949
 JA0155_MARK LOGO: CGS
 JA0155_PROJECTION: FLUSH
 JA0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0155+STABILITY: SURFACE MOTION
 JA0155
 JA0155  HISTORY     - Date     Condition        Report By
 JA0155  HISTORY     - 1949     MONUMENTED       CGS
 JA0155  HISTORY     - 1965     GOOD             CGS
 JA0155
 JA0155                          STATION DESCRIPTION
 JA0155
 JA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0155'2.4 MI S FROM MITCHELL.
 JA0155'ABOUT 2.35 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0155'LOUISVILLE RAILWAY FROM THE STATION AT MITCHELL, OR 2.8 MILES
 JA0155'NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY
 JA0155'FROM THE STATION AT ORLEANS, IN SECTION 18, T 3 N, R 1 E, ABOUT
 JA0155'1.05 MILES NORTH OF THE ORANGE COUNTY LINE, AT A CROSSING OF THE
 JA0155'RAILROAD AND A PRIVATE ROAD, 24 FEET SOUTHWEST OF THE SOUTHWEST
 JA0155'RAIL, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.0 FEET
 JA0155'NORTHEAST OF A 4-INCH PIPE FENCE CORNER POST, 1.2 FEET NORTH
 JA0155'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JA0155'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JA0155'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1429 ***********************************************************************
 LB1429  DESIGNATION -  Y 28
 LB1429  PID         -  LB1429
 LB1429  STATE/COUNTY-  IN/WHITE
 LB1429  COUNTRY     -  US
 LB1429  USGS QUAD   -  WOLCOTT (2019)
 LB1429
 LB1429                         *CURRENT SURVEY CONTROL
 LB1429  ______________________________________________________________________
 LB1429* NAD 83(1986) POSITION- 40 45 25.     (N) 087 00 17.     (W)   SCALED
 LB1429* NAVD 88 ORTHO HEIGHT -   212.600 (meters)      697.51  (feet) ADJUSTED
 LB1429  ______________________________________________________________________
 LB1429  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB1429  DYNAMIC HEIGHT  -        212.502 (meters)      697.18  (feet) COMP
 LB1429  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 LB1429
 LB1429  VERT ORDER      -  SECOND    CLASS 0
 LB1429
 LB1429.The horizontal coordinates were scaled from a map and have
 LB1429.an estimated accuracy of +/- 6 seconds.
 LB1429
 LB1429.The orthometric height was determined by differential leveling and
 LB1429.adjusted by the NATIONAL GEODETIC SURVEY
 LB1429.in June 1991.
 LB1429
 LB1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1429.GEOID18 height accuracy estimate available here.
 LB1429
 LB1429.Click photographs - Photos may exist for this station.
 LB1429
 LB1429.The dynamic height is computed by dividing the NAVD 88
 LB1429.geopotential number by the normal gravity value computed on the
 LB1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1429.degrees latitude (g = 980.6199 gals.).
 LB1429
 LB1429.The modeled gravity was interpolated from observed gravity values.
 LB1429
 LB1429;                    North         East    Units  Estimated Accuracy
 LB1429;SPC IN W     -   611,570.      906,640.      MT  (+/- 180 meters Scaled)
 LB1429
 LB1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996117(NAD 83)
 LB1429
 LB1429                          SUPERSEDED SURVEY CONTROL
 LB1429
 LB1429  NGVD 29 (??/??/92)  212.687  (m)          697.79   (f) ADJ UNCH    2 0
 LB1429
 LB1429.Superseded values are not recommended for survey control.
 LB1429
 LB1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1429.See file dsdata.pdf to determine how the superseded data were derived.
 LB1429
 LB1429_MARKER: DB = BENCH MARK DISK
 LB1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1429_STAMPING: Y 28 1934
 LB1429_MARK LOGO: CGS
 LB1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1429+STABILITY: SURFACE MOTION
 LB1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1429+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2012
 LB1429
 LB1429  HISTORY     - Date     Condition        Report By
 LB1429  HISTORY     - 1934     MONUMENTED       CGS
 LB1429  HISTORY     - 1946     GOOD             CGS
 LB1429  HISTORY     - 20120608 GOOD             INDIV
 LB1429
 LB1429                          STATION DESCRIPTION
 LB1429
 LB1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1429'2 MI E FROM WOLCOTT.
 LB1429'2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LB1429'AT WOLCOTT, WHITE COUNTY, 19 FEET NORTH OF MILEPOST 34, NEAR A
 LB1429'GRAVEL-ROAD CROSSING, 177 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 LB1429'ROAD, 27 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 20.5 FEET
 LB1429'SOUTH OF AN EAST-AND WEST FENCE LINE, 1.5 FEET WEST OF A WHITE
 LB1429'WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.
 LB1429'A STANDARD DISK, STAMPED Y 28 1934 AND SET IN THE TOP OF A CONCRETE
 LB1429'POST PROJECTING 3 INCHES ABOVE GROUND.
 LB1429
 LB1429                          STATION RECOVERY (2012)
 LB1429
 LB1429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MET)
 LB1429'RECOVERED AS DESCRIBED EXCEPT THE ROAD IS NOW PAVED, WITNESS POST IS
 LB1429'NO LONGER PRESENT, AND EAST WEST FENCE LINE IS NO LONGER PRESENT.
 LB1429'MARK IS SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0139 ***********************************************************************
 JA0139  DESIGNATION -  Y 281
 JA0139  PID         -  JA0139
 JA0139  STATE/COUNTY-  IN/LAWRENCE
 JA0139  COUNTRY     -  US
 JA0139  USGS QUAD   -  BEDFORD EAST (2019)
 JA0139
 JA0139                         *CURRENT SURVEY CONTROL
 JA0139  ______________________________________________________________________
 JA0139* NAD 83(1986) POSITION- 38 52 28.     (N) 086 29 32.     (W)   SCALED
 JA0139* NAVD 88 ORTHO HEIGHT -   215.132 (meters)      705.81  (feet) ADJUSTED
 JA0139  ______________________________________________________________________
 JA0139  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 JA0139  DYNAMIC HEIGHT  -        214.998 (meters)      705.37  (feet) COMP
 JA0139  MODELED GRAVITY -    980,000.7   (mgal)                       NAVD 88
 JA0139
 JA0139  VERT ORDER      -  FIRST     CLASS II
 JA0139
 JA0139.The horizontal coordinates were scaled from a map and have
 JA0139.an estimated accuracy of +/- 6 seconds.
 JA0139
 JA0139.The orthometric height was determined by differential leveling and
 JA0139.adjusted by the NATIONAL GEODETIC SURVEY
 JA0139.in June 1991.
 JA0139
 JA0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0139.GEOID18 height accuracy estimate available here.
 JA0139
 JA0139.Click photographs - Photos may exist for this station.
 JA0139
 JA0139.The dynamic height is computed by dividing the NAVD 88
 JA0139.geopotential number by the normal gravity value computed on the
 JA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0139.degrees latitude (g = 980.6199 gals.).
 JA0139
 JA0139.The modeled gravity was interpolated from observed gravity values.
 JA0139
 JA0139;                    North         East    Units  Estimated Accuracy
 JA0139;SPC IN W     -   402,720.      951,300.      MT  (+/- 180 meters Scaled)
 JA0139
 JA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ440029(NAD 83)
 JA0139
 JA0139                          SUPERSEDED SURVEY CONTROL
 JA0139
 JA0139  NGVD 29 (??/??/92)  215.247  (m)          706.19   (f) ADJ UNCH    1 2
 JA0139
 JA0139.Superseded values are not recommended for survey control.
 JA0139
 JA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0139.See file dsdata.pdf to determine how the superseded data were derived.
 JA0139
 JA0139_MARKER: DB = BENCH MARK DISK
 JA0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0139_SP_SET: BUILDING
 JA0139_STAMPING: Y 281 1949
 JA0139_MARK LOGO: CGS
 JA0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0139+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2025
 JA0139
 JA0139  HISTORY     - Date     Condition        Report By
 JA0139  HISTORY     - 1949     MONUMENTED       CGS
 JA0139  HISTORY     - 1967     GOOD             CGS
 JA0139  HISTORY     - 20101022 GOOD             PICI
 JA0139  HISTORY     - 20110909 GOOD             JCLS
 JA0139  HISTORY     - 20250318 GOOD             INDIV
 JA0139
 JA0139                          STATION DESCRIPTION
 JA0139
 JA0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0139'AT BEDFORD.
 JA0139'AT BEDFORD, ABOUT 0.95 MILE NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0139'JUNCTION OF HIGHWAYS 37 AND 50, SET VERTICALLY IN THE FACE OF THE
 JA0139'SOUTH WALL OF THE HILDERBRAND MOTOR COMPANY BUILDING, 31 FEET
 JA0139'NORTH OF THE CENTER LINE OF 5TH STREET, 18.6 FEET EAST OF THE
 JA0139'SOUTHWEST CORNER OF THE BUILDING AND ABOUT 1 FOOT ABOVE THE
 JA0139'LEVEL OF THE SIDE WALK.
 JA0139
 JA0139                          STATION RECOVERY (1967)
 JA0139
 JA0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0139'RECOVERED IN GOOD CONDITION.
 JA0139
 JA0139                          STATION RECOVERY (2010)
 JA0139
 JA0139'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2010 (TF)
 JA0139'RECOVERED IN GOOD CONDITION.
 JA0139
 JA0139                          STATION RECOVERY (2011)
 JA0139
 JA0139'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 JA0139'RECOVERED IN GOOD CONDITION.
 JA0139
 JA0139                          STATION RECOVERY (2025)
 JA0139
 JA0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (KAW)
 JA0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1221 ***********************************************************************
 JA1221  DESIGNATION -  Y 282
 JA1221  PID         -  JA1221
 JA1221  STATE/COUNTY-  IN/POSEY
 JA1221  COUNTRY     -  US
 JA1221  USGS QUAD   -  SOLITUDE (2019)
 JA1221
 JA1221                         *CURRENT SURVEY CONTROL
 JA1221  ______________________________________________________________________
 JA1221* NAD 83(1986) POSITION- 38 06 07.     (N) 087 56 53.     (W)   SCALED
 JA1221* NAVD 88 ORTHO HEIGHT -   149.256 (meters)      489.68  (feet) ADJUSTED
 JA1221  ______________________________________________________________________
 JA1221  GEOID HEIGHT    -        -30.768 (meters)                     GEOID18
 JA1221  DYNAMIC HEIGHT  -        149.156 (meters)      489.36  (feet) COMP
 JA1221  MODELED GRAVITY -    979,953.3   (mgal)                       NAVD 88
 JA1221
 JA1221  VERT ORDER      -  FIRST     CLASS II
 JA1221
 JA1221.The horizontal coordinates were scaled from a map and have
 JA1221.an estimated accuracy of +/- 6 seconds.
 JA1221
 JA1221.The orthometric height was determined by differential leveling and
 JA1221.adjusted by the NATIONAL GEODETIC SURVEY
 JA1221.in June 1991.
 JA1221
 JA1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1221.GEOID18 height accuracy estimate available here.
 JA1221
 JA1221.Click photographs - Photos may exist for this station.
 JA1221
 JA1221.The dynamic height is computed by dividing the NAVD 88
 JA1221.geopotential number by the normal gravity value computed on the
 JA1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1221.degrees latitude (g = 980.6199 gals.).
 JA1221
 JA1221.The modeled gravity was interpolated from observed gravity values.
 JA1221
 JA1221;                    North         East    Units  Estimated Accuracy
 JA1221;SPC IN W     -   317,160.      824,160.      MT  (+/- 180 meters Scaled)
 JA1221
 JA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH168175(NAD 83)
 JA1221
 JA1221                          SUPERSEDED SURVEY CONTROL
 JA1221
 JA1221  NGVD 29 (??/??/92)  149.375  (m)          490.07   (f) ADJ UNCH    1 2
 JA1221
 JA1221.Superseded values are not recommended for survey control.
 JA1221
 JA1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1221.See file dsdata.pdf to determine how the superseded data were derived.
 JA1221
 JA1221_MARKER: DB = BENCH MARK DISK
 JA1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1221_STAMPING: Y 282 1954
 JA1221_MARK LOGO: CGS
 JA1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1221+STABILITY: SURFACE MOTION
 JA1221
 JA1221  HISTORY     - Date     Condition        Report By
 JA1221  HISTORY     - 1954     MONUMENTED       CGS
 JA1221
 JA1221                          STATION DESCRIPTION
 JA1221
 JA1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1221'2.6 MI SW FROM NEW HARMONY.
 JA1221'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF
 JA1221'U.S. HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY,
 JA1221'THENCE ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD,
 JA1221'THENCE ABOUT 0.6 MILE WEST ALONG A GRAVEL ROAD, NEAR THE TOP OF A
 JA1221'STEEP GRADE DECENDING WEST, 29 FEET NORTH OF CENTER LINE OF ROAD,
 JA1221'25 FEET EAST OF NORTHEAST CORNER OF CONCRETE FLOOR OF FRONT PORCH
 JA1221'OF A HOUSE, 31 FEET WEST-NORTHWEST OF A POWER POLE, 9 FEET
 JA1221'NORTHWEST OF CENTER OF A FARM GATE, 1 FOOT SOUTHWEST OF A BOARD
 JA1221'FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JA1221'1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JA1221'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1179 ***********************************************************************
 JA1179  DESIGNATION -  Y 283
 JA1179  PID         -  JA1179
 JA1179  STATE/COUNTY-  IN/GIBSON
 JA1179  COUNTRY     -  US
 JA1179  USGS QUAD   -  KEENSBURG (2018)
 JA1179
 JA1179                         *CURRENT SURVEY CONTROL
 JA1179  ______________________________________________________________________
 JA1179* NAD 83(1986) POSITION- 38 18 41.53   (N) 087 49 37.82   (W)   HD_HELD1
 JA1179* NAVD 88 ORTHO HEIGHT -   118.615 (meters)      389.16  (feet) ADJUSTED
 JA1179  ______________________________________________________________________
 JA1179  GEOID HEIGHT    -        -31.144 (meters)                     GEOID18
 JA1179  DYNAMIC HEIGHT  -        118.538 (meters)      388.90  (feet) COMP
 JA1179  MODELED GRAVITY -    979,977.4   (mgal)                       NAVD 88
 JA1179
 JA1179  VERT ORDER      -  FIRST     CLASS II
 JA1179
 JA1179.The horizontal coordinates were determined by differentially corrected
 JA1179.hand held GPS observations or other comparable positioning techniques
 JA1179.and have an estimated accuracy of +/- 3 meters.
 JA1179
 JA1179.The orthometric height was determined by differential leveling and
 JA1179.adjusted by the NATIONAL GEODETIC SURVEY
 JA1179.in June 1991.
 JA1179
 JA1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1179.GEOID18 height accuracy estimate available here.
 JA1179
 JA1179.Click photographs - Photos may exist for this station.
 JA1179
 JA1179.The dynamic height is computed by dividing the NAVD 88
 JA1179.geopotential number by the normal gravity value computed on the
 JA1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1179.degrees latitude (g = 980.6199 gals.).
 JA1179
 JA1179.The modeled gravity was interpolated from observed gravity values.
 JA1179
 JA1179;                    North         East    Units  Estimated Accuracy
 JA1179;SPC IN W     -   340,335.0     834,945.9     MT  (+/- 3 meters HH1 GPS) 
 JA1179
 JA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2768440705(NAD 83)
 JA1179
 JA1179                          SUPERSEDED SURVEY CONTROL
 JA1179
 JA1179  NGVD 29 (??/??/92)  118.748  (m)          389.59   (f) ADJ UNCH    1 2
 JA1179
 JA1179.Superseded values are not recommended for survey control.
 JA1179
 JA1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1179.See file dsdata.pdf to determine how the superseded data were derived.
 JA1179
 JA1179_MARKER: DB = BENCH MARK DISK
 JA1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1179_STAMPING: Y 283 1954
 JA1179_MARK LOGO: CGS
 JA1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1179+STABILITY: SURFACE MOTION
 JA1179
 JA1179  HISTORY     - Date     Condition        Report By
 JA1179  HISTORY     - 1954     MONUMENTED       CGS
 JA1179
 JA1179                          STATION DESCRIPTION
 JA1179
 JA1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1179'1.7 MI N FROM CROWLEYVILLE.
 JA1179'ABOUT 1.7 MILES NORTH ALONG A GRAVEL ROAD PARALLELING LEFT BANK
 JA1179'OF THE WABASH RIVER FROM THE 90-FOOT STEEL BRIDGE OVER SUMNER
 JA1179'DITCH AT CROWLEYVILLE, ABOUT 0.5 MILE SOUTH OF JUNCTION OF A ROAD
 JA1179'EAST, AT AN ABANDONED HOUSE SITE, 24 FEET EAST OF CENTER LINE OF
 JA1179'ROAD, 31 FEET NORTH OF CENTER LINE OF A FARM DRIVE EAST TO A
 JA1179'FIELD, 32 FEET SOUTH-SOUTHEAST OF A 26-INCH PECAN TREE, 33 FEET
 JA1179'SOUTH-SOUTHWEST OF A 14-INCH BLACK WALNUT TREE, 13 FEET
 JA1179'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 36-INCH ASH TREE, 3 1/4
 JA1179'FEET SOUTH OF A 1 1/2-INCH GALVANIZED PIPE WITH COMMON PLUMBING
 JA1179'CAP STAMPED U.S. ENGR AND PROJECTING 9 INCHES, 2 FEET NORTH OF
 JA1179'A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET ABOVE LEVEL OF ROAD
 JA1179'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1150 ***********************************************************************
 JA1150  DESIGNATION -  Y 284
 JA1150  PID         -  JA1150
 JA1150  STATE/COUNTY-  IN/KNOX
 JA1150  COUNTRY     -  US
 JA1150  USGS QUAD   -  EAST MOUNT CARMEL (2019)
 JA1150
 JA1150                         *CURRENT SURVEY CONTROL
 JA1150  ______________________________________________________________________
 JA1150* NAD 83(1986) POSITION- 38 29 40.67   (N) 087 40 01.98   (W)   HD_HELD1
 JA1150* NAVD 88 ORTHO HEIGHT -   122.194 (meters)      400.90  (feet) ADJUSTED
 JA1150  ______________________________________________________________________
 JA1150  GEOID HEIGHT    -        -31.418 (meters)                     GEOID18
 JA1150  DYNAMIC HEIGHT  -        122.117 (meters)      400.65  (feet) COMP
 JA1150  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 JA1150
 JA1150  VERT ORDER      -  FIRST     CLASS II
 JA1150
 JA1150.The horizontal coordinates were determined by differentially corrected
 JA1150.hand held GPS observations or other comparable positioning techniques
 JA1150.and have an estimated accuracy of +/- 3 meters.
 JA1150
 JA1150.The orthometric height was determined by differential leveling and
 JA1150.adjusted by the NATIONAL GEODETIC SURVEY
 JA1150.in June 1991.
 JA1150
 JA1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1150.GEOID18 height accuracy estimate available here.
 JA1150
 JA1150.Click photographs - Photos may exist for this station.
 JA1150
 JA1150.The dynamic height is computed by dividing the NAVD 88
 JA1150.geopotential number by the normal gravity value computed on the
 JA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1150.degrees latitude (g = 980.6199 gals.).
 JA1150
 JA1150.The modeled gravity was interpolated from observed gravity values.
 JA1150
 JA1150;                    North         East    Units  Estimated Accuracy
 JA1150;SPC IN W     -   360,558.3     849,064.0     MT  (+/- 3 meters HH1 GPS) 
 JA1150
 JA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4181560908(NAD 83)
 JA1150
 JA1150                          SUPERSEDED SURVEY CONTROL
 JA1150
 JA1150  NGVD 29 (??/??/92)  122.328  (m)          401.34   (f) ADJ UNCH    1 2
 JA1150
 JA1150.Superseded values are not recommended for survey control.
 JA1150
 JA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1150.See file dsdata.pdf to determine how the superseded data were derived.
 JA1150
 JA1150_MARKER: DB = BENCH MARK DISK
 JA1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1150_STAMPING: Y 284 1954
 JA1150_MARK LOGO: CGS
 JA1150_PROJECTION: PROJECTING 8 CENTIMETERS
 JA1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1150+STABILITY: SURFACE MOTION
 JA1150
 JA1150  HISTORY     - Date     Condition        Report By
 JA1150  HISTORY     - 1954     MONUMENTED       CGS
 JA1150
 JA1150                          STATION DESCRIPTION
 JA1150
 JA1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1150'10 MI NE FROM MT CARMEL.
 JA1150'ABOUT 10.0 MILES NORTHEAST ALONG A GRAVEL ROAD PARALLELING THE
 JA1150'LEFT BANK OF WABASH RIVER FROM FERRY LANDING OPPOSITE MT. CARMEL,
 JA1150'ILLINOIS, AT A NORTH-SOUTH CROSSROAD, ABOUT 0.6 MILE EAST OF A
 JA1150'POINT ON RIVER KNOWN AS LITTLE ROCK, ABOUT 0.25 MILE EAST OF A
 JA1150'POINT WHERE ROAD CROSSES THE LEVEE, 20 FEET SOUTH OF CENTER LINE
 JA1150'OF EAST-WEST ROAD, 30 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 JA1150'ROAD, 34 FEET SOUTHWEST OF CENTER OF INTERSECTION, 10 1/2 FEET
 JA1150'SOUTHWEST OF SOUTH END OF A 14-INCH METAL PIPE CULVERT UNDER
 JA1150'ROAD WEST, 4 FEET WEST OF POWER POLE NO. 61 E 60, 2 FEET WEST OF
 JA1150'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 JA1150'WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1194 ***********************************************************************
 ME1194  DESIGNATION -  Y 285
 ME1194  PID         -  ME1194
 ME1194  STATE/COUNTY-  IN/LAKE
 ME1194  COUNTRY     -  US
 ME1194  USGS QUAD   -  SCHNEIDER (2019)
 ME1194
 ME1194                         *CURRENT SURVEY CONTROL
 ME1194  ______________________________________________________________________
 ME1194* NAD 83(1986) POSITION- 41 11 18.     (N) 087 28 20.     (W)   SCALED
 ME1194* NAVD 88 ORTHO HEIGHT -   192.367 (meters)      631.12  (feet) ADJUSTED
 ME1194  ______________________________________________________________________
 ME1194  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 ME1194  DYNAMIC HEIGHT  -        192.286 (meters)      630.86  (feet) COMP
 ME1194  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 ME1194
 ME1194  VERT ORDER      -  SECOND    CLASS 0
 ME1194
 ME1194.The horizontal coordinates were scaled from a map and have
 ME1194.an estimated accuracy of +/- 6 seconds.
 ME1194
 ME1194.The orthometric height was determined by differential leveling and
 ME1194.adjusted by the NATIONAL GEODETIC SURVEY
 ME1194.in June 1991.
 ME1194
 ME1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1194.GEOID18 height accuracy estimate available here.
 ME1194
 ME1194.Click photographs - Photos may exist for this station.
 ME1194
 ME1194.The dynamic height is computed by dividing the NAVD 88
 ME1194.geopotential number by the normal gravity value computed on the
 ME1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1194.degrees latitude (g = 980.6199 gals.).
 ME1194
 ME1194.The modeled gravity was interpolated from observed gravity values.
 ME1194
 ME1194;                    North         East    Units  Estimated Accuracy
 ME1194;SPC IN W     -   659,550.      867,380.      MT  (+/- 180 meters Scaled)
 ME1194
 ME1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL603597(NAD 83)
 ME1194
 ME1194                          SUPERSEDED SURVEY CONTROL
 ME1194
 ME1194  NGVD 29 (??/??/92)  192.455  (m)          631.41   (f) ADJ UNCH    2 0
 ME1194
 ME1194.Superseded values are not recommended for survey control.
 ME1194
 ME1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1194.See file dsdata.pdf to determine how the superseded data were derived.
 ME1194
 ME1194_MARKER: DB = BENCH MARK DISK
 ME1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1194_STAMPING: Y 285 1954
 ME1194_MARK LOGO: CGS
 ME1194_PROJECTION: PROJECTING 8 CENTIMETERS
 ME1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1194+STABILITY: SURFACE MOTION
 ME1194
 ME1194  HISTORY     - Date     Condition        Report By
 ME1194  HISTORY     - 1954     MONUMENTED       CGS
 ME1194  HISTORY     - 20210414 MARK NOT FOUND   IN-089
 ME1194
 ME1194                          STATION DESCRIPTION
 ME1194
 ME1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1194'1.4 MI W FROM SCHNEIDER.
 ME1194'ABOUT 1.35 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1194'THE STATION AT SCHNEIDER, ABOUT 0.15 MILE WEST OF SEMAPHORE
 ME1194'SIGNAL NO. K 80.2, 96 FEET EAST-SOUTHEAST OF YARD LIMIT SIGN,
 ME1194'47 FEET SOUTH OF SOUTH RAIL, 7 FEET EAST OF A FENCE CORNER, 1
 ME1194'FOOT NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF THE EXTENDED
 ME1194'CENTER LINE OF A FIELD ROAD LEADING SOUTH, 2 FEET EAST OF A WHITE
 ME1194'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ME1194'PROJECTING 3 INCHES.
 ME1194
 ME1194                          STATION RECOVERY (2021)
 ME1194
 ME1194'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1194'JUNE 12, 2012 LAKE COUNTY SURVEYORS OFFICE RECOVERED MARK.  GPS
 ME1194'COORDINATES ESTABLISHED AT THAT TIME.  MARK NOT FOUND ON THIS DATE IN
 ME1194'2021.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1285 ***********************************************************************
 JA1285  DESIGNATION -  Y 292
 JA1285  PID         -  JA1285
 JA1285  STATE/COUNTY-  IN/SULLIVAN
 JA1285  COUNTRY     -  US
 JA1285  USGS QUAD   -  HEATHSVILLE (2018)
 JA1285
 JA1285                         *CURRENT SURVEY CONTROL
 JA1285  ______________________________________________________________________
 JA1285* NAD 83(1986) POSITION- 38 59 42.     (N) 087 33 04.     (W)   SCALED
 JA1285* NAVD 88 ORTHO HEIGHT -   130.182 (meters)      427.11  (feet) ADJUSTED
 JA1285  ______________________________________________________________________
 JA1285  GEOID HEIGHT    -        -32.010 (meters)                     GEOID18
 JA1285  DYNAMIC HEIGHT  -        130.105 (meters)      426.85  (feet) COMP
 JA1285  MODELED GRAVITY -    980,035.4   (mgal)                       NAVD 88
 JA1285
 JA1285  VERT ORDER      -  FIRST     CLASS II
 JA1285
 JA1285.The horizontal coordinates were scaled from a map and have
 JA1285.an estimated accuracy of +/- 6 seconds.
 JA1285
 JA1285.The orthometric height was determined by differential leveling and
 JA1285.adjusted by the NATIONAL GEODETIC SURVEY
 JA1285.in June 1991.
 JA1285
 JA1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1285.GEOID18 height accuracy estimate available here.
 JA1285
 JA1285.Click photographs - Photos may exist for this station.
 JA1285
 JA1285.The dynamic height is computed by dividing the NAVD 88
 JA1285.geopotential number by the normal gravity value computed on the
 JA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1285.degrees latitude (g = 980.6199 gals.).
 JA1285
 JA1285.The modeled gravity was interpolated from observed gravity values.
 JA1285
 JA1285;                    North         East    Units  Estimated Accuracy
 JA1285;SPC IN W     -   416,050.      859,480.      MT  (+/- 180 meters Scaled)
 JA1285
 JA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ522163(NAD 83)
 JA1285
 JA1285                          SUPERSEDED SURVEY CONTROL
 JA1285
 JA1285  NGVD 29 (??/??/92)  130.315  (m)          427.54   (f) ADJ UNCH    1 2
 JA1285
 JA1285.Superseded values are not recommended for survey control.
 JA1285
 JA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1285.See file dsdata.pdf to determine how the superseded data were derived.
 JA1285
 JA1285_MARKER: DB = BENCH MARK DISK
 JA1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1285_STAMPING: Y 292 1956
 JA1285_MARK LOGO: CGS
 JA1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1285+STABILITY: SURFACE MOTION
 JA1285
 JA1285  HISTORY     - Date     Condition        Report By
 JA1285  HISTORY     - 1956     MONUMENTED       CGS
 JA1285
 JA1285                          STATION DESCRIPTION
 JA1285
 JA1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1285'2.6 MI SE FROM RIVERTON.
 JA1285'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM EAST
 JA1285'END OF RR BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE ABOUT
 JA1285'0.6 MILE SOUTHEAST ALONG A SPUR TRACK TO MEROM GRAVEL PITS AND
 JA1285'END OF SPUR TRACK, THENCE ABOUT 1.3 MILES SOUTH ALONG A GRAVEL
 JA1285'ROAD, THENCE ABOUT 0.45 MILE EAST ALONG A GRAVEL ROAD, IN
 JA1285'SECTION 5, T.6 N., R.10 W., AT THE JUNCTION OF EAST-WEST ROAD
 JA1285'AND A GRAVEL ROAD LEADING SOUTH, 18 FEET NORTH OF CENTER LINE OF
 JA1285'EAST-WEST GRAVEL ROAD, 60 FEET EAST-NORTHEAST OF CENTER OF
 JA1285'JUNCTION OF ROAD SOUTH, 328 FEET WEST OF JUNCTION OF A GRAVEL
 JA1285'ROAD LEADING NORTH, 75 FEET EAST OF A POWER POLE, 29 FEET EAST OF
 JA1285'NORTH END OF A 72-INCH PIPE CULVERT UNDER EAST-WEST ROAD, 1 FOOT
 JA1285'SOUTH OF A FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 JA1285'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP
 JA1285'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1273 ***********************************************************************
 KA1273  DESIGNATION -  Y 293
 KA1273  PID         -  KA1273
 KA1273  STATE/COUNTY-  IN/VIGO
 KA1273  COUNTRY     -  US
 KA1273  USGS QUAD   -  HUTTON (2019)
 KA1273
 KA1273                         *CURRENT SURVEY CONTROL
 KA1273  ______________________________________________________________________
 KA1273* NAD 83(1986) POSITION- 39 20 58.     (N) 087 31 34.     (W)   SCALED
 KA1273* NAVD 88 ORTHO HEIGHT -   138.826 (meters)      455.47  (feet) ADJUSTED
 KA1273  ______________________________________________________________________
 KA1273  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KA1273  DYNAMIC HEIGHT  -        138.746 (meters)      455.20  (feet) COMP
 KA1273  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 KA1273
 KA1273  VERT ORDER      -  FIRST     CLASS II
 KA1273
 KA1273.The horizontal coordinates were scaled from a map and have
 KA1273.an estimated accuracy of +/- 6 seconds.
 KA1273
 KA1273.The orthometric height was determined by differential leveling and
 KA1273.adjusted by the NATIONAL GEODETIC SURVEY
 KA1273.in June 1991.
 KA1273
 KA1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1273.GEOID18 height accuracy estimate available here.
 KA1273
 KA1273.Click photographs - Photos may exist for this station.
 KA1273
 KA1273.The dynamic height is computed by dividing the NAVD 88
 KA1273.geopotential number by the normal gravity value computed on the
 KA1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1273.degrees latitude (g = 980.6199 gals.).
 KA1273
 KA1273.The modeled gravity was interpolated from observed gravity values.
 KA1273
 KA1273;                    North         East    Units  Estimated Accuracy
 KA1273;SPC IN W     -   455,380.      861,830.      MT  (+/- 180 meters Scaled)
 KA1273
 KA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ546556(NAD 83)
 KA1273
 KA1273                          SUPERSEDED SURVEY CONTROL
 KA1273
 KA1273  NGVD 29 (??/??/92)  138.933  (m)          455.82   (f) ADJ UNCH    1 2
 KA1273
 KA1273.Superseded values are not recommended for survey control.
 KA1273
 KA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1273.See file dsdata.pdf to determine how the superseded data were derived.
 KA1273
 KA1273_MARKER: DB = BENCH MARK DISK
 KA1273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1273_STAMPING: Y 293 1956
 KA1273_MARK LOGO: CGS
 KA1273_PROJECTION: FLUSH
 KA1273_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1273
 KA1273  HISTORY     - Date     Condition        Report By
 KA1273  HISTORY     - 1956     MONUMENTED       CGS
 KA1273  HISTORY     - 1969     GOOD             CGS
 KA1273
 KA1273                          STATION DESCRIPTION
 KA1273
 KA1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1273'4 MI SW FROM PRAIRIETON.
 KA1273'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 KA1273'JUNCTION OF STATE HIGHWAY 63 AT PRAIRIETON, THENCE ABOUT 1.25 MILES
 KA1273'SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG
 KA1273'RIVER ROAD, IN SECTION 33, T. 11 N., R. 10 W., 18 FEET
 KA1273'EAST-SOUTHEAST OF CENTER LINE OF ROAD, 137 FEET SOUTH-SOUTHEAST AND
 KA1273'ACROSS ROAD FROM A TRIANGULAR BLAZED 24-INCH ELM TREE, 124 FEET
 KA1273'NORTHEAST AND ACROSS ROAD FROM NORTHEAST CORNER OF JOHN WRIGHT
 KA1273'RESIDENCE WHICH IS LOCATED ON TOP OF LEVEE, 16 FEET NORTH OF POWER
 KA1273'POLE NO. FW-T/9 FROM WHICH THE POWER LINE CROSSES THE ROAD IN BOTH
 KA1273'DIRECTIONS, 7 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST
 KA1273'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1273'LEVEL WITH ROAD AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 KA1273'ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH TILE WHICH
 KA1273'PROJECTS 2 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 50-FEET.
 KA1273
 KA1273                          STATION RECOVERY (1969)
 KA1273
 KA1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KA1273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1283 ***********************************************************************
 LB1283  DESIGNATION -  Y 30
 LB1283  PID         -  LB1283
 LB1283  STATE/COUNTY-  IN/BENTON
 LB1283  COUNTRY     -  US
 LB1283  USGS QUAD   -  TEMPLETON (2019)
 LB1283
 LB1283                         *CURRENT SURVEY CONTROL
 LB1283  ______________________________________________________________________
 LB1283* NAD 83(1986) POSITION- 40 30 04.     (N) 087 09 21.     (W)   SCALED
 LB1283* NAVD 88 ORTHO HEIGHT -   215.524 (meters)      707.10  (feet) ADJUSTED
 LB1283  ______________________________________________________________________
 LB1283  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 LB1283  DYNAMIC HEIGHT  -        215.418 (meters)      706.75  (feet) COMP
 LB1283  MODELED GRAVITY -    980,125.9   (mgal)                       NAVD 88
 LB1283
 LB1283  VERT ORDER      -  SECOND    CLASS 0
 LB1283
 LB1283.The horizontal coordinates were scaled from a map and have
 LB1283.an estimated accuracy of +/- 6 seconds.
 LB1283
 LB1283.The orthometric height was determined by differential leveling and
 LB1283.adjusted by the NATIONAL GEODETIC SURVEY
 LB1283.in June 1991.
 LB1283
 LB1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1283.GEOID18 height accuracy estimate available here.
 LB1283
 LB1283.Click photographs - Photos may exist for this station.
 LB1283
 LB1283.The dynamic height is computed by dividing the NAVD 88
 LB1283.geopotential number by the normal gravity value computed on the
 LB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1283.degrees latitude (g = 980.6199 gals.).
 LB1283
 LB1283.The modeled gravity was interpolated from observed gravity values.
 LB1283
 LB1283;                    North         East    Units  Estimated Accuracy
 LB1283;SPC IN W     -   583,160.      893,860.      MT  (+/- 180 meters Scaled)
 LB1283
 LB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK867833(NAD 83)
 LB1283
 LB1283                          SUPERSEDED SURVEY CONTROL
 LB1283
 LB1283  NGVD 29 (??/??/92)  215.593  (m)          707.32   (f) ADJ UNCH    2 0
 LB1283
 LB1283.Superseded values are not recommended for survey control.
 LB1283
 LB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1283.See file dsdata.pdf to determine how the superseded data were derived.
 LB1283
 LB1283_MARKER: DB = BENCH MARK DISK
 LB1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1283_STAMPING: Y 30 1934
 LB1283_MARK LOGO: CGS
 LB1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1283+STABILITY: SURFACE MOTION
 LB1283
 LB1283  HISTORY     - Date     Condition        Report By
 LB1283  HISTORY     - 1934     MONUMENTED       CGS
 LB1283  HISTORY     - 1946     GOOD             CGS
 LB1283
 LB1283                          STATION DESCRIPTION
 LB1283
 LB1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1283'3.2 MI W FROM OTTERBEIN.
 LB1283'3.2 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LB1283'RAILROAD FROM THE STATION AT OTTERBEIN, BENTON COUNTY, 31 RAILS
 LB1283'WEST OF A GRAIN ELEVATOR, 32.7 FEET WEST OF THE FOUNDATION
 LB1283'OF A SIGNAL TOWER (REPORTED DESTROYED IN JUNE 1946), 29.1 FEET
 LB1283'SOUTH OF THE SOUTH EDGE OF U.S. HIGHWAY 52, 14.5 FEET NORTH OF
 LB1283'THE NORTH RAIL OF THE WEST-BOUND TRACK, 2 FEET EAST OF A WHITE
 LB1283'WOODEN WITNESS POST, AND 8 INCHES LOWER THAN THE TRACK.  A
 LB1283'STANDARD DISK, STAMPED Y 30 1934 AND SET IN THE TOP OF A CONCRETE
 LB1283'POST PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0086 ***********************************************************************
 JA0086  DESIGNATION -  Y 309
 JA0086  PID         -  JA0086
 JA0086  STATE/COUNTY-  IN/ORANGE
 JA0086  COUNTRY     -  US
 JA0086  USGS QUAD   -  PAOLI (2019)
 JA0086
 JA0086                         *CURRENT SURVEY CONTROL
 JA0086  ______________________________________________________________________
 JA0086* NAD 83(1986) POSITION- 38 35 21.     (N) 086 27 10.     (W)   SCALED
 JA0086* NAVD 88 ORTHO HEIGHT -   202.849 (meters)      665.51  (feet) ADJUSTED
 JA0086  ______________________________________________________________________
 JA0086  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 JA0086  DYNAMIC HEIGHT  -        202.711 (meters)      665.06  (feet) COMP
 JA0086  MODELED GRAVITY -    979,943.7   (mgal)                       NAVD 88
 JA0086
 JA0086  VERT ORDER      -  FIRST     CLASS II
 JA0086
 JA0086.The horizontal coordinates were scaled from a map and have
 JA0086.an estimated accuracy of +/- 6 seconds.
 JA0086
 JA0086.The orthometric height was determined by differential leveling and
 JA0086.adjusted by the NATIONAL GEODETIC SURVEY
 JA0086.in June 1991.
 JA0086
 JA0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0086.GEOID18 height accuracy estimate available here.
 JA0086
 JA0086.Click photographs - Photos may exist for this station.
 JA0086
 JA0086.The dynamic height is computed by dividing the NAVD 88
 JA0086.geopotential number by the normal gravity value computed on the
 JA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0086.degrees latitude (g = 980.6199 gals.).
 JA0086
 JA0086.The modeled gravity was interpolated from observed gravity values.
 JA0086
 JA0086;                    North         East    Units  Estimated Accuracy
 JA0086;SPC IN W     -   371,080.      954,940.      MT  (+/- 180 meters Scaled)
 JA0086
 JA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476713(NAD 83)
 JA0086
 JA0086                          SUPERSEDED SURVEY CONTROL
 JA0086
 JA0086  NGVD 29 (??/??/92)  202.953  (m)          665.86   (f) ADJ UNCH    1 2
 JA0086
 JA0086.Superseded values are not recommended for survey control.
 JA0086
 JA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0086.See file dsdata.pdf to determine how the superseded data were derived.
 JA0086
 JA0086_MARKER: DB = BENCH MARK DISK
 JA0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0086_SP_SET: OVERPASS
 JA0086_STAMPING: Y 309 1965
 JA0086_MARK LOGO: CGS
 JA0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0086
 JA0086  HISTORY     - Date     Condition        Report By
 JA0086  HISTORY     - 1965     MONUMENTED       CGS
 JA0086
 JA0086                          STATION DESCRIPTION
 JA0086
 JA0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0086'2.2 MI N FROM PAOLI.
 JA0086'ABOUT 2.25 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0086'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, IN SECTION 19,
 JA0086'T 2 N, R 1 E, 9 FEET SOUTHWEST OF THE TRACK, SET IN THE TOP AND
 JA0086'WEST END OF THE SOUTH ROCK ABUTMENT OF AN OVERPASS, ABOUT 3 FEET
 JA0086'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0412 ***********************************************************************
 LB0412  DESIGNATION -  Y 31
 LB0412  PID         -  LB0412
 LB0412  STATE/COUNTY-  IN/CLINTON
 LB0412  COUNTRY     -  US
 LB0412  USGS QUAD   -  KIRKLIN (2019)
 LB0412
 LB0412                         *CURRENT SURVEY CONTROL
 LB0412  ______________________________________________________________________
 LB0412* NAD 83(1986) POSITION- 40 11 37.     (N) 086 21 15.     (W)   SCALED
 LB0412* NAVD 88 ORTHO HEIGHT -   280.062 (meters)      918.84  (feet) ADJUSTED
 LB0412  ______________________________________________________________________
 LB0412  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 LB0412  DYNAMIC HEIGHT  -        279.908 (meters)      918.33  (feet) COMP
 LB0412  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 LB0412
 LB0412  VERT ORDER      -  SECOND    CLASS 0
 LB0412
 LB0412.The horizontal coordinates were scaled from a map and have
 LB0412.an estimated accuracy of +/- 6 seconds.
 LB0412
 LB0412.The orthometric height was determined by differential leveling and
 LB0412.adjusted by the NATIONAL GEODETIC SURVEY
 LB0412.in June 1991.
 LB0412
 LB0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0412.GEOID18 height accuracy estimate available here.
 LB0412
 LB0412.Click photographs - Photos may exist for this station.
 LB0412
 LB0412.The dynamic height is computed by dividing the NAVD 88
 LB0412.geopotential number by the normal gravity value computed on the
 LB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0412.degrees latitude (g = 980.6199 gals.).
 LB0412
 LB0412.The modeled gravity was interpolated from observed gravity values.
 LB0412
 LB0412;                    North         East    Units  Estimated Accuracy
 LB0412;SPC IN W     -   549,270.      962,090.      MT  (+/- 180 meters Scaled)
 LB0412
 LB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK549494(NAD 83)
 LB0412
 LB0412                          SUPERSEDED SURVEY CONTROL
 LB0412
 LB0412  NGVD 29 (??/??/92)  280.166  (m)          919.18   (f) ADJ UNCH    2 0
 LB0412
 LB0412.Superseded values are not recommended for survey control.
 LB0412
 LB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0412.See file dsdata.pdf to determine how the superseded data were derived.
 LB0412
 LB0412_MARKER: DB = BENCH MARK DISK
 LB0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0412_STAMPING: Y 31 1934
 LB0412_MARK LOGO: CGS
 LB0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0412+STABILITY: SURFACE MOTION
 LB0412
 LB0412  HISTORY     - Date     Condition        Report By
 LB0412  HISTORY     - 1934     MONUMENTED       CGS
 LB0412  HISTORY     - 1946     GOOD             CGS
 LB0412
 LB0412                          STATION DESCRIPTION
 LB0412
 LB0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0412'AT KIRKLIN.
 LB0412'AT KIRKLIN, CLINTON COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 LB0412'LOUISVILLE RAILWAY, 8-1/2 RAILS SOUTHEAST OF THE STATION, 8-1/2
 LB0412'RAILS NORTHWEST OF MILEPOST 147, 165 FEET WEST OF A MAIL CRANE,
 LB0412'AT THE CROSSING OF A BRICK-PAVED STREET, 109 FEET SOUTHEAST OF
 LB0412'THE CENTERLINE OF THE STREET, 28 FEET SOUTHWEST OF THE SOUTHWEST
 LB0412'RAIL, 1.3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 LB0412'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB0412'Y 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LB0412'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0405 ***********************************************************************
 JA0405  DESIGNATION -  Y 310
 JA0405  PID         -  JA0405
 JA0405  STATE/COUNTY-  IN/CRAWFORD
 JA0405  COUNTRY     -  US
 JA0405  USGS QUAD   -  ENGLISH (2019)
 JA0405
 JA0405                         *CURRENT SURVEY CONTROL
 JA0405  ______________________________________________________________________
 JA0405* NAD 83(1986) POSITION- 38 16 24.     (N) 086 28 53.     (W)   SCALED
 JA0405* NAVD 88 ORTHO HEIGHT -   178.758 (meters)      586.48  (feet) ADJUSTED
 JA0405  ______________________________________________________________________
 JA0405  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 JA0405  DYNAMIC HEIGHT  -        178.632 (meters)      586.06  (feet) COMP
 JA0405  MODELED GRAVITY -    979,925.5   (mgal)                       NAVD 88
 JA0405
 JA0405  VERT ORDER      -  FIRST     CLASS II
 JA0405
 JA0405.The horizontal coordinates were scaled from a map and have
 JA0405.an estimated accuracy of +/- 6 seconds.
 JA0405
 JA0405.The orthometric height was determined by differential leveling and
 JA0405.adjusted by the NATIONAL GEODETIC SURVEY
 JA0405.in June 1991.
 JA0405
 JA0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0405.GEOID18 height accuracy estimate available here.
 JA0405
 JA0405.Click photographs - Photos may exist for this station.
 JA0405
 JA0405.The dynamic height is computed by dividing the NAVD 88
 JA0405.geopotential number by the normal gravity value computed on the
 JA0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0405.degrees latitude (g = 980.6199 gals.).
 JA0405
 JA0405.The modeled gravity was interpolated from observed gravity values.
 JA0405
 JA0405;                    North         East    Units  Estimated Accuracy
 JA0405;SPC IN W     -   336,000.      952,670.      MT  (+/- 180 meters Scaled)
 JA0405
 JA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH453362(NAD 83)
 JA0405
 JA0405                          SUPERSEDED SURVEY CONTROL
 JA0405
 JA0405  NGVD 29 (??/??/92)  178.863  (m)          586.82   (f) ADJ UNCH    1 2
 JA0405
 JA0405.Superseded values are not recommended for survey control.
 JA0405
 JA0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0405.See file dsdata.pdf to determine how the superseded data were derived.
 JA0405
 JA0405_MARKER: DB = BENCH MARK DISK
 JA0405_SETTING: 66 = SET IN ROCK OUTCROP
 JA0405_STAMPING: Y 310 1965
 JA0405_MARK LOGO: CGS
 JA0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0405+STABILITY: POSITION/ELEVATION WELL
 JA0405
 JA0405  HISTORY     - Date     Condition        Report By
 JA0405  HISTORY     - 1965     MONUMENTED       CGS
 JA0405
 JA0405                          STATION DESCRIPTION
 JA0405
 JA0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0405'1.9 MI S FROM GRANTSBURG.
 JA0405'1.9 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0405'GRANTSBURG, IN SECTION 11, T 2 S, R 1 W, 20 FEET EAST OF THE
 JA0405'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP,
 JA0405'196 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, 3
 JA0405'FEET WEST OF A METAL WITNESS POST, AND ABOUT 1 1/2 FEET ABOVE THE
 JA0405'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0828 ***********************************************************************
 JA0828  DESIGNATION -  Y 311
 JA0828  PID         -  JA0828
 JA0828  STATE/COUNTY-  IN/DAVIESS
 JA0828  COUNTRY     -  US
 JA0828  USGS QUAD   -  MONTGOMERY (2019)
 JA0828
 JA0828                         *CURRENT SURVEY CONTROL
 JA0828  ______________________________________________________________________
 JA0828* NAD 83(1986) POSITION- 38 39 35.     (N) 087 07 13.     (W)   SCALED
 JA0828* NAVD 88 ORTHO HEIGHT -   150.404 (meters)      493.45  (feet) ADJUSTED
 JA0828  ______________________________________________________________________
 JA0828  GEOID HEIGHT    -        -32.390 (meters)                     GEOID18
 JA0828  DYNAMIC HEIGHT  -        150.308 (meters)      493.14  (feet) COMP
 JA0828  MODELED GRAVITY -    979,990.1   (mgal)                       NAVD 88
 JA0828
 JA0828  VERT ORDER      -  FIRST     CLASS II
 JA0828
 JA0828.The horizontal coordinates were scaled from a map and have
 JA0828.an estimated accuracy of +/- 6 seconds.
 JA0828
 JA0828.The orthometric height was determined by differential leveling and
 JA0828.adjusted by the NATIONAL GEODETIC SURVEY
 JA0828.in June 1991.
 JA0828
 JA0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0828.GEOID18 height accuracy estimate available here.
 JA0828
 JA0828.Click photographs - Photos may exist for this station.
 JA0828
 JA0828.The dynamic height is computed by dividing the NAVD 88
 JA0828.geopotential number by the normal gravity value computed on the
 JA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0828.degrees latitude (g = 980.6199 gals.).
 JA0828
 JA0828.The modeled gravity was interpolated from observed gravity values.
 JA0828
 JA0828;                    North         East    Units  Estimated Accuracy
 JA0828;SPC IN W     -   378,720.      896,780.      MT  (+/- 180 meters Scaled)
 JA0828
 JA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH895790(NAD 83)
 JA0828
 JA0828                          SUPERSEDED SURVEY CONTROL
 JA0828
 JA0828  NGVD 29 (??/??/92)  150.533  (m)          493.87   (f) ADJ UNCH    1 2
 JA0828
 JA0828.Superseded values are not recommended for survey control.
 JA0828
 JA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0828.See file dsdata.pdf to determine how the superseded data were derived.
 JA0828
 JA0828_MARKER: DB = BENCH MARK DISK
 JA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0828_STAMPING: Y 311 1965
 JA0828_MARK LOGO: CGS
 JA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0828+STABILITY: SURFACE MOTION
 JA0828
 JA0828  HISTORY     - Date     Condition        Report By
 JA0828  HISTORY     - 1965     MONUMENTED       CGS
 JA0828
 JA0828                          STATION DESCRIPTION
 JA0828
 JA0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0828'3.1 MI E FROM WASHINGTON.
 JA0828'ABOUT 3.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0828'THE STATION AT WASHINGTON, IN SECTION 30, T 3 N, R 6 W, AT A
 JA0828'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 3 POLES WEST OF
 JA0828'MILEPOST 166-20, 27 FEET SOUTH OF THE SOUTH RAIL, 22 1/2 FEET
 JA0828'EAST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET WEST OF A POWER
 JA0828'POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JA0828'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JA0828'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DQ1016 ***********************************************************************
 DQ1016  DESIGNATION -  Y 312 RESET
 DQ1016  PID         -  DQ1016
 DQ1016  STATE/COUNTY-  IN/CRAWFORD
 DQ1016  COUNTRY     -  US
 DQ1016  USGS QUAD   -  ENGLISH (2019)
 DQ1016
 DQ1016                         *CURRENT SURVEY CONTROL
 DQ1016  ______________________________________________________________________
 DQ1016* NAD 83(2011) POSITION- 38 20 39.01924(N) 086 24 43.16781(W)   ADJUSTED
 DQ1016* NAD 83(2011) ELLIP HT-   143.511 (meters)        (05/29/16)   ADJUSTED
 DQ1016* NAD 83(2011) EPOCH   -  2010.00
 DQ1016* NAVD 88 ORTHO HEIGHT -   176.83  (meters)      580.1   (feet) RESET
 DQ1016  ______________________________________________________________________
 DQ1016  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 DQ1016  NAD 83(2011) X  -    313,467.185 (meters)                     COMP
 DQ1016  NAD 83(2011) Y  - -4,999,113.214 (meters)                     COMP
 DQ1016  NAD 83(2011) Z  -  3,935,566.554 (meters)                     COMP
 DQ1016  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DQ1016  VERT ORDER      -  THIRD
 DQ1016
 DQ1016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1016  Standards:
 DQ1016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1016  -------------------------------------------------------------------
 DQ1016  NETWORK    0.37   0.80           0.16   0.14   0.41      0.03091550
 DQ1016  -------------------------------------------------------------------
 DQ1016  Click here for local accuracies and other accuracy information.
 DQ1016
 DQ1016.The horizontal coordinates were established by GPS observations
 DQ1016.and adjusted by the INDIANA DEPT OF TRANSP in May 2016.
 DQ1016
 DQ1016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1016.been affixed to the stable North American tectonic plate. See 
 DQ1016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1016
 DQ1016.The horizontal coordinates are valid at the epoch date displayed above
 DQ1016.which is a decimal equivalence of Year/Month/Day.
 DQ1016
 DQ1016.The orthometric height was computed from unverified reset data.
 DQ1016
 DQ1016.No vertical observational check was made to the station.
 DQ1016
 DQ1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1016.GEOID18 height accuracy estimate available here.
 DQ1016
 DQ1016.Click photographs - Photos may exist for this station.
 DQ1016
 DQ1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1016
 DQ1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1016
 DQ1016.The ellipsoidal height was determined by GPS observations
 DQ1016.and is referenced to NAD 83.
 DQ1016
 DQ1016. The following values were computed from the NAD 83(2011) position.
 DQ1016
 DQ1016;                    North         East     Units Scale Factor Converg.
 DQ1016;SPC IN W     -   343,909.064   958,687.354   MT  1.00000907   +0 24 59.4
 DQ1016;SPC IN W     - 1,128,308.32  3,145,293.43   sFT  1.00000907   +0 24 59.4
 DQ1016;UTM  16      - 4,244,166.319   551,383.615   MT  0.99963252   +0 21 53.3
 DQ1016
 DQ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1016!SPC IN W     -   0.99997748  x   1.00000907  =   0.99998655
 DQ1016!UTM  16      -   0.99997748  x   0.99963252  =   0.99961001
 DQ1016
 DQ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5138344166(NAD 83)
 DQ1016
 DQ1016                          SUPERSEDED SURVEY CONTROL
 DQ1016
 DQ1016.No superseded survey control is available for this station.
 DQ1016
 DQ1016_MARKER: F = FLANGE-ENCASED ROD
 DQ1016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ1016_STAMPING: Y 312 RESET 2014
 DQ1016_MARK LOGO: NONE
 DQ1016_PROJECTION: RECESSED 8 CENTIMETERS
 DQ1016_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1016+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2016
 DQ1016_ROD/PIPE-DEPTH: 4.0 meters
 DQ1016_SLEEVE-DEPTH  : 0.9 meters
 DQ1016
 DQ1016  HISTORY     - Date     Condition        Report By
 DQ1016  HISTORY     - 20140923 MONUMENTED       BFSINC
 DQ1016  HISTORY     - 20150219 GOOD             INDOT
 DQ1016  HISTORY     - 20160205 GOOD             INDOT
 DQ1016
 DQ1016                          STATION DESCRIPTION
 DQ1016
 DQ1016'DESCRIBED BY BUTLER FAIRMAN & SEUFERT, INC 2014 (CHS)
 DQ1016'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) SOUTHEAST OF FRENCH
 DQ1016'LICK, 20 KM (12.40 MI) NORTH OF INTERSTATE HIGHWAY 64, 5 KM (3.10 MI)
 DQ1016'EAST OF ENGLISH, AT MULZER ROCK QUARRY, BETWEEN EAST TEMPLE ROAD AND
 DQ1016'THE RAILROAD.
 DQ1016'
 DQ1016'TO REACH FROM OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 64 AND 37,
 DQ1016'ABOUT 1.5 KM (0.95 MI) WEST OF ENGLISH, GO EAST ON HIGHWAY 64 PASSING
 DQ1016'THROUGH THE NORTH SIDE OF ENGLISH FOR 4.38 KM (2.70 MI) TO NORTH
 DQ1016'MULZER QUARRY ROAD, NEAR THE BOTTOM OF A GRADE IN THE HIGHWAY AND
 DQ1016'ABOUT 0.08 KM (0.05 MI) EAST OF A BRIDGE. TURN RIGHT (SOUTHEAST) ON
 DQ1016'NORTH MULZER QUARRY ROAD FOR 2.25 KM (1.40 MI) TO EAST TEMPLE ROAD.
 DQ1016'TURN RIGHT (WEST) ONTO EAST TEMPLE ROAD FOR 26 M (85 FT) TO THE
 DQ1016'STATION ON THE LEFT (SOUTHEAST).  STATION IS LOCATED 6.9 M (22 FT)
 DQ1016'SOUTHEAST OF THE CENTER OF A CURVED PORTION OF EAST TEMPLE ROAD IN A
 DQ1016'TRIANGULAR PIECE OF LAND LYING BETWEEN TWO PORTIONS OF EAST TEMPLE
 DQ1016'ROAD AND A RAILROAD.
 DQ1016'
 DQ1016'ABOUT EVEN WITH THE LEVEL OF EAST TEMPLE ROAD, 17.68 M (58.0 FT)
 DQ1016'SOUTHWEST OF A STOP SIGN POST, 16.15 M (53.0 FT) WEST OF A POWER POLE,
 DQ1016'AND 9.14 M (30.0 FT) NORTHEAST OF AN UNDERGROUND UTILITY MARKER.
 DQ1016'NOTES--(1) ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DQ1016'CAP. (2) Y 312 IS NOT SCHEDULED TO BE REMOVED. Y 312 RESET WAS
 DQ1016'ESTABLISHED TO FACILITATE GPS OBSERVATIONS FREE FROM RAILROAD
 DQ1016'INTERFERENCE.
 DQ1016
 DQ1016                          STATION RECOVERY (2015)
 DQ1016
 DQ1016'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2015 (DM)
 DQ1016'RECOVERED AS DESCRIBED.
 DQ1016
 DQ1016                          STATION RECOVERY (2016)
 DQ1016
 DQ1016'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (GK)
 DQ1016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0241 ***********************************************************************
 JA0241  DESIGNATION -  Y 313
 JA0241  PID         -  JA0241
 JA0241  STATE/COUNTY-  IN/HARRISON
 JA0241  COUNTRY     -  US
 JA0241  USGS QUAD   -  CRANDALL (2019)
 JA0241
 JA0241                         *CURRENT SURVEY CONTROL
 JA0241  ______________________________________________________________________
 JA0241* NAD 83(1986) POSITION- 38 18 07.     (N) 086 05 47.     (W)   SCALED
 JA0241* NAVD 88 ORTHO HEIGHT -   218.099 (meters)      715.55  (feet) ADJUSTED
 JA0241  ______________________________________________________________________
 JA0241  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 JA0241  DYNAMIC HEIGHT  -        217.948 (meters)      715.05  (feet) COMP
 JA0241  MODELED GRAVITY -    979,932.9   (mgal)                       NAVD 88
 JA0241
 JA0241  VERT ORDER      -  FIRST     CLASS II
 JA0241
 JA0241.The horizontal coordinates were scaled from a map and have
 JA0241.an estimated accuracy of +/- 6 seconds.
 JA0241
 JA0241.The orthometric height was determined by differential leveling and
 JA0241.adjusted by the NATIONAL GEODETIC SURVEY
 JA0241.in June 1991.
 JA0241
 JA0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0241.GEOID18 height accuracy estimate available here.
 JA0241
 JA0241.Click photographs - Photos may exist for this station.
 JA0241
 JA0241.The dynamic height is computed by dividing the NAVD 88
 JA0241.geopotential number by the normal gravity value computed on the
 JA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0241.degrees latitude (g = 980.6199 gals.).
 JA0241
 JA0241.The modeled gravity was interpolated from observed gravity values.
 JA0241
 JA0241;                    North         East    Units  Estimated Accuracy
 JA0241;SPC IN E     -   339,100.       62,410.      MT  (+/- 180 meters Scaled)
 JA0241
 JA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH790397(NAD 83)
 JA0241
 JA0241                          SUPERSEDED SURVEY CONTROL
 JA0241
 JA0241  NGVD 29 (??/??/92)  218.224  (m)          715.96   (f) ADJ UNCH    1 2
 JA0241
 JA0241.Superseded values are not recommended for survey control.
 JA0241
 JA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0241.See file dsdata.pdf to determine how the superseded data were derived.
 JA0241
 JA0241_MARKER: DB = BENCH MARK DISK
 JA0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0241_SP_SET: OVERPASS
 JA0241_STAMPING: Y 313 1965
 JA0241_MARK LOGO: CGS
 JA0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0241+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 JA0241
 JA0241  HISTORY     - Date     Condition        Report By
 JA0241  HISTORY     - 1965     MONUMENTED       CGS
 JA0241  HISTORY     - 20230829 GOOD             INDOT
 JA0241
 JA0241                          STATION DESCRIPTION
 JA0241
 JA0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0241'0.2 MI SE FROM CORYDON JUNCTION.
 JA0241'0.2 MILE SOUTHEAST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 JA0241'AT CORYDON JUNCTION, OR ABOUT 1.95 MILES NORTHWEST ALONG THE
 JA0241'SOUTHERN RAILROAD FROM THE CROSSING OF THE RAILROAD AND STATE
 JA0241'HIGHWAY 335 AT CRANDALL, IN SECTION 32, T 2 S, R 4 E, 5 1/2 FEET
 JA0241'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE
 JA0241'EAST ABUTMENT OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 135,
 JA0241'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS.
 JA0241
 JA0241                          STATION RECOVERY (2023)
 JA0241
 JA0241'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0241'THERE IS A CAT WALK NOW OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0972 ***********************************************************************
 JA0972  DESIGNATION -  Y 314
 JA0972  PID         -  JA0972
 JA0972  STATE/COUNTY-  IN/DAVIESS
 JA0972  COUNTRY     -  US
 JA0972  USGS QUAD   -  WASHINGTON (2019)
 JA0972
 JA0972                         *CURRENT SURVEY CONTROL
 JA0972  ______________________________________________________________________
 JA0972* NAD 83(1986) POSITION- 38 38 11.     (N) 087 13 58.     (W)   SCALED
 JA0972* NAVD 88 ORTHO HEIGHT -   134.248 (meters)      440.45  (feet) ADJUSTED
 JA0972  ______________________________________________________________________
 JA0972  GEOID HEIGHT    -        -32.206 (meters)                     GEOID18
 JA0972  DYNAMIC HEIGHT  -        134.162 (meters)      440.16  (feet) COMP
 JA0972  MODELED GRAVITY -    979,989.5   (mgal)                       NAVD 88
 JA0972
 JA0972  VERT ORDER      -  FIRST     CLASS II
 JA0972
 JA0972.The horizontal coordinates were scaled from a map and have
 JA0972.an estimated accuracy of +/- 6 seconds.
 JA0972
 JA0972.The orthometric height was determined by differential leveling and
 JA0972.adjusted by the NATIONAL GEODETIC SURVEY
 JA0972.in June 1991.
 JA0972
 JA0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0972.GEOID18 height accuracy estimate available here.
 JA0972
 JA0972.Click photographs - Photos may exist for this station.
 JA0972
 JA0972.The dynamic height is computed by dividing the NAVD 88
 JA0972.geopotential number by the normal gravity value computed on the
 JA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0972.degrees latitude (g = 980.6199 gals.).
 JA0972
 JA0972.The modeled gravity was interpolated from observed gravity values.
 JA0972
 JA0972;                    North         East    Units  Estimated Accuracy
 JA0972;SPC IN W     -   376,140.      886,990.      MT  (+/- 180 meters Scaled)
 JA0972
 JA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH797764(NAD 83)
 JA0972
 JA0972                          SUPERSEDED SURVEY CONTROL
 JA0972
 JA0972  NGVD 29 (??/??/92)  134.447  (m)          441.10   (f) ADJ UNCH    1 2
 JA0972
 JA0972.Superseded values are not recommended for survey control.
 JA0972
 JA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0972.See file dsdata.pdf to determine how the superseded data were derived.
 JA0972
 JA0972_MARKER: DB = BENCH MARK DISK
 JA0972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0972_SP_SET: CULVERT HEADWALL
 JA0972_STAMPING: Y 314 1965
 JA0972_MARK LOGO: CGS
 JA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0972+STABILITY: SURFACE MOTION
 JA0972
 JA0972  HISTORY     - Date     Condition        Report By
 JA0972  HISTORY     - 1965     MONUMENTED       CGS
 JA0972  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0972
 JA0972                          STATION DESCRIPTION
 JA0972
 JA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0972'4.2 MI SW FROM WASHINGTON.
 JA0972'ABOUT 2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0972'THE STATION AT WASHINGTON, THENCE 1.7 MILES SOUTH ALONG THE
 JA0972'NEW YORK CENTRAL RAILROAD, IN SECTION 6, T 2 N, R 7 W, 9 POLES
 JA0972'NORTHEAST OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 20
 JA0972'FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE
 JA0972'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A LARGE
 JA0972'CULVERT, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 JA0972
 JA0972                          STATION RECOVERY (1985)
 JA0972
 JA0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0972'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1069 ***********************************************************************
 JA1069  DESIGNATION -  Y 315
 JA1069  PID         -  JA1069
 JA1069  STATE/COUNTY-  IN/GIBSON
 JA1069  COUNTRY     -  US
 JA1069  USGS QUAD   -  OAKLAND CITY (2019)
 JA1069
 JA1069                         *CURRENT SURVEY CONTROL
 JA1069  ______________________________________________________________________
 JA1069* NAD 83(1986) POSITION- 38 21 20.     (N) 087 20 01.     (W)   SCALED
 JA1069* NAVD 88 ORTHO HEIGHT -   135.719 (meters)      445.27  (feet) ADJUSTED
 JA1069  ______________________________________________________________________
 JA1069  GEOID HEIGHT    -        -31.803 (meters)                     GEOID18
 JA1069  DYNAMIC HEIGHT  -        135.630 (meters)      444.98  (feet) COMP
 JA1069  MODELED GRAVITY -    979,968.7   (mgal)                       NAVD 88
 JA1069
 JA1069  VERT ORDER      -  FIRST     CLASS II
 JA1069
 JA1069.The horizontal coordinates were scaled from a map and have
 JA1069.an estimated accuracy of +/- 6 seconds.
 JA1069
 JA1069.The orthometric height was determined by differential leveling and
 JA1069.adjusted by the NATIONAL GEODETIC SURVEY
 JA1069.in June 1991.
 JA1069
 JA1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1069.GEOID18 height accuracy estimate available here.
 JA1069
 JA1069.Click photographs - Photos may exist for this station.
 JA1069
 JA1069.The dynamic height is computed by dividing the NAVD 88
 JA1069.geopotential number by the normal gravity value computed on the
 JA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1069.degrees latitude (g = 980.6199 gals.).
 JA1069
 JA1069.The modeled gravity was interpolated from observed gravity values.
 JA1069
 JA1069;                    North         East    Units  Estimated Accuracy
 JA1069;SPC IN W     -   344,990.      878,130.      MT  (+/- 180 meters Scaled)
 JA1069
 JA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH708453(NAD 83)
 JA1069
 JA1069                          SUPERSEDED SURVEY CONTROL
 JA1069
 JA1069  NGVD 29 (??/??/92)  135.841  (m)          445.67   (f) ADJ UNCH    1 2
 JA1069
 JA1069.Superseded values are not recommended for survey control.
 JA1069
 JA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1069.See file dsdata.pdf to determine how the superseded data were derived.
 JA1069
 JA1069_MARKER: DB = BENCH MARK DISK
 JA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1069_STAMPING: Y 315 1965
 JA1069_MARK LOGO: CGS
 JA1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1069+STABILITY: SURFACE MOTION
 JA1069
 JA1069  HISTORY     - Date     Condition        Report By
 JA1069  HISTORY     - 1965     MONUMENTED       CGS
 JA1069  HISTORY     - 1985     GOOD             NGS
 JA1069
 JA1069                          STATION DESCRIPTION
 JA1069
 JA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1069'1.4 MI NE FROM OAKLAND CITY.
 JA1069'ABOUT 1.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1069'FROM THE STATION AT OAKLAND CITY, 104 FEET WEST-SOUTHWEST OF THE
 JA1069'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 71
 JA1069'FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 44 FEET
 JA1069'NORTHWEST OF THE NORTHWEST RAIL, 38 FEET NORTHWEST OF MILEPOST
 JA1069'105, 12 FEET NORTHEAST OF POWER POLE 876-2017 2 FEET SOUTHEAST
 JA1069'OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 JA1069'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JA1069'CONCRETE POST PROJECTING 6 INCHES.
 JA1069
 JA1069                          STATION RECOVERY (1985)
 JA1069
 JA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1069'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM (0.35
 JA1069'MI) NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1069'HIGHWAY 357 IN OAKLAND CITY, THENCE 0.5 KM (0.3 MI) EAST ALONG A
 JA1069'GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1048 ***********************************************************************
 HA1048  DESIGNATION -  Y 316
 HA1048  PID         -  HA1048
 HA1048  STATE/COUNTY-  IN/VANDERBURGH
 HA1048  COUNTRY     -  US
 HA1048  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1048
 HA1048                         *CURRENT SURVEY CONTROL
 HA1048  ______________________________________________________________________
 HA1048* NAD 83(1986) POSITION- 37 57 11.4    (N) 087 32 53.4    (W)   HD_HELD2
 HA1048* NAVD 88 ORTHO HEIGHT -   115.587 (meters)      379.22  (feet) ADJUSTED
 HA1048  ______________________________________________________________________
 HA1048  GEOID HEIGHT    -        -30.996 (meters)                     GEOID18
 HA1048  DYNAMIC HEIGHT  -        115.507 (meters)      378.96  (feet) COMP
 HA1048  MODELED GRAVITY -    979,940.5   (mgal)                       NAVD 88
 HA1048
 HA1048  VERT ORDER      -  FIRST     CLASS II
 HA1048
 HA1048.The horizontal coordinates were established by autonomous hand held GPS
 HA1048.observations and have an estimated accuracy of +/- 10 meters.
 HA1048
 HA1048.The orthometric height was determined by differential leveling and
 HA1048.adjusted by the NATIONAL GEODETIC SURVEY
 HA1048.in June 1991.
 HA1048
 HA1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1048.GEOID18 height accuracy estimate available here.
 HA1048
 HA1048.Click photographs - Photos may exist for this station.
 HA1048
 HA1048.The dynamic height is computed by dividing the NAVD 88
 HA1048.geopotential number by the normal gravity value computed on the
 HA1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1048.degrees latitude (g = 980.6199 gals.).
 HA1048
 HA1048.The modeled gravity was interpolated from observed gravity values.
 HA1048
 HA1048;                    North         East    Units  Estimated Accuracy
 HA1048;SPC IN W     -   300,398.      859,148.      MT  (+/- 10 meters HH2 GPS)
 HA1048
 HA1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5184100760(NAD 83)
 HA1048
 HA1048                          SUPERSEDED SURVEY CONTROL
 HA1048
 HA1048  NGVD 29 (??/??/92)  115.679  (m)          379.52   (f) ADJ UNCH    1 2
 HA1048
 HA1048.Superseded values are not recommended for survey control.
 HA1048
 HA1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1048.See file dsdata.pdf to determine how the superseded data were derived.
 HA1048
 HA1048_MARKER: DB = BENCH MARK DISK
 HA1048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HA1048+WITH SETTING: PAVEMENT
 HA1048_SP_SET: SIGN BASE
 HA1048_STAMPING: Y 316 1965
 HA1048_MARK LOGO: CGS
 HA1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1048+STABILITY: SURFACE MOTION
 HA1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA1048+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2010
 HA1048
 HA1048  HISTORY     - Date     Condition        Report By
 HA1048  HISTORY     - 1965     MONUMENTED       CGS
 HA1048  HISTORY     - 1965     GOOD             CGS
 HA1048  HISTORY     - 1985     GOOD             NGS
 HA1048  HISTORY     - 1988     GOOD             USPSQD
 HA1048  HISTORY     - 20100614 GOOD             GEOCAC
 HA1048  HISTORY     - 20151217 GOOD             GEOCAC
 HA1048
 HA1048                          STATION DESCRIPTION
 HA1048
 HA1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1048'2.4 MI SE FROM EVANSVILLE.
 HA1048'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1048'OFFICE AT EVANSVILLE, THENCE 2.2 MILES SOUTHEAST ALONG RIVERSIDE
 HA1048'DRIVE, 160 FEET SOUTH OF THE INTERSECTION OF RIVERSIDE DRIVE AND
 HA1048'U.S. HIGHWAY 41, SET IN THE TOP OF THE SOUTHEAST SIDE OF A ROUND
 HA1048'CONCRETE FOUNDATION SUPPORTING A SHELL OIL COMPANY SIGN, 86 FEET
 HA1048'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHELL SERVICE STATION, 40
 HA1048'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 41, 14 INCHES ABOVE
 HA1048'THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HA1048'HIGHWAY.
 HA1048
 HA1048                          STATION RECOVERY (1965)
 HA1048
 HA1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HA1048'RECOVERED IN GOOD CONDITION.
 HA1048
 HA1048                          STATION RECOVERY (1985)
 HA1048
 HA1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1048'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HA1048'EVANSVILLE, IN THE SOUTHEAST EDGE OF A CONCRETE SIGN BASE AT THE
 HA1048'SOUTHEAST CORNER OF JIM ABSHIRES USED CAR LOT AT 959 RIVERSIDE DRIVE,
 HA1048'48.8 M (160.1 FT) SOUTH OF THE DRIVE CENTERLINE, 26.3 M (86.3 FT)
 HA1048'SOUTHEAST OF THE SOUTHEAST CORNER OF OF THE USED CAR LOT OFFICE
 HA1048'BUILDING, 12.3 M (40.4 FT) WEST OF THE CENTERLINE OF KENTUCKY AVENUE,
 HA1048'AND 10.5 M (34.4 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO THE
 HA1048'CAMPERS CORRAL.
 HA1048'THE MARK IS 0.3 M ABOVE THE AVENUE.
 HA1048
 HA1048                          STATION RECOVERY (1988)
 HA1048
 HA1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1048'RECOVERED IN GOOD CONDITION.
 HA1048
 HA1048                          STATION RECOVERY (2010)
 HA1048
 HA1048'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 HA1048'RECOVERED IN GOOD CONDITION.
 HA1048
 HA1048                          STATION RECOVERY (2015)
 HA1048
 HA1048'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1048'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1113 ***********************************************************************
 JA1113  DESIGNATION -  Y 317
 JA1113  PID         -  JA1113
 JA1113  STATE/COUNTY-  IN/SPENCER
 JA1113  COUNTRY     -  US
 JA1113  USGS QUAD   -  CHRISNEY (2019)
 JA1113
 JA1113                         *CURRENT SURVEY CONTROL
 JA1113  ______________________________________________________________________
 JA1113* NAD 83(1986) POSITION- 38 04 05.     (N) 087 01 09.     (W)   SCALED
 JA1113* NAVD 88 ORTHO HEIGHT -   135.329 (meters)      443.99  (feet) ADJUSTED
 JA1113  ______________________________________________________________________
 JA1113  GEOID HEIGHT    -        -31.572 (meters)                     GEOID18
 JA1113  DYNAMIC HEIGHT  -        135.239 (meters)      443.70  (feet) COMP
 JA1113  MODELED GRAVITY -    979,965.2   (mgal)                       NAVD 88
 JA1113
 JA1113  VERT ORDER      -  FIRST     CLASS II
 JA1113
 JA1113.The horizontal coordinates were scaled from a map and have
 JA1113.an estimated accuracy of +/- 6 seconds.
 JA1113
 JA1113.The orthometric height was determined by differential leveling and
 JA1113.adjusted by the NATIONAL GEODETIC SURVEY
 JA1113.in June 1991.
 JA1113
 JA1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1113.GEOID18 height accuracy estimate available here.
 JA1113
 JA1113.Click photographs - Photos may exist for this station.
 JA1113
 JA1113.The dynamic height is computed by dividing the NAVD 88
 JA1113.geopotential number by the normal gravity value computed on the
 JA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1113.degrees latitude (g = 980.6199 gals.).
 JA1113
 JA1113.The modeled gravity was interpolated from observed gravity values.
 JA1113
 JA1113;                    North         East    Units  Estimated Accuracy
 JA1113;SPC IN W     -   313,050.      905,630.      MT  (+/- 180 meters Scaled)
 JA1113
 JA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH983133(NAD 83)
 JA1113
 JA1113                          SUPERSEDED SURVEY CONTROL
 JA1113
 JA1113  NGVD 29 (??/??/92)  135.432  (m)          444.33   (f) ADJ UNCH    1 2
 JA1113
 JA1113.Superseded values are not recommended for survey control.
 JA1113
 JA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1113.See file dsdata.pdf to determine how the superseded data were derived.
 JA1113
 JA1113_MARKER: DB = BENCH MARK DISK
 JA1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1113_STAMPING: Y 317 1965
 JA1113_MARK LOGO: CGS
 JA1113_PROJECTION: FLUSH
 JA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1113+STABILITY: SURFACE MOTION
 JA1113
 JA1113  HISTORY     - Date     Condition        Report By
 JA1113  HISTORY     - 1965     MONUMENTED       CGS
 JA1113  HISTORY     - 20221214 MARK NOT FOUND   INDOT
 JA1113
 JA1113                          STATION DESCRIPTION
 JA1113
 JA1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1113'3.9 MI N FROM CHRISNEY.
 JA1113'ABOUT 3.9 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1113'OFFICE AT CHRISNEY, OR 4.35 MILES SOUTH OF THE POST OFFICE AT
 JA1113'LINCOLN CITY, IN SECTION 24, T 5 S, R 6 W, 109 FEET
 JA1113'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF AN ASPHALT
 JA1113'ROAD, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, 86 FEET
 JA1113'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 32 FEET
 JA1113'SOUTHEAST OF THE NORTHEAST CORNER OF THE R.R. BLACKWELL HOUSE, 41
 JA1113'FEET NORTHWEST OF THE MIDDLE ONE OF 3 ELM TREES, ABOUT 4 FEET
 JA1113'BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JA1113'FLUSH WITH THE GROUND.
 JA1113
 JA1113                          STATION RECOVERY (2022)
 JA1113
 JA1113'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (GK)
 JA1113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1063 ***********************************************************************
 HA1063  DESIGNATION -  Y 318
 HA1063  PID         -  HA1063
 HA1063  STATE/COUNTY-  IN/POSEY
 HA1063  COUNTRY     -  US
 HA1063  USGS QUAD   -  UNIONTOWN (2019)
 HA1063
 HA1063                         *CURRENT SURVEY CONTROL
 HA1063  ______________________________________________________________________
 HA1063* NAD 83(1986) POSITION- 37 48 14.     (N) 087 56 43.     (W)   SCALED
 HA1063* NAVD 88 ORTHO HEIGHT -   104.619 (meters)      343.24  (feet) ADJUSTED
 HA1063  ______________________________________________________________________
 HA1063  GEOID HEIGHT    -        -30.295 (meters)                     GEOID18
 HA1063  DYNAMIC HEIGHT  -        104.547 (meters)      343.00  (feet) COMP
 HA1063  MODELED GRAVITY -    979,938.5   (mgal)                       NAVD 88
 HA1063
 HA1063  VERT ORDER      -  FIRST     CLASS II
 HA1063
 HA1063.The horizontal coordinates were scaled from a map and have
 HA1063.an estimated accuracy of +/- 6 seconds.
 HA1063
 HA1063.The orthometric height was determined by differential leveling and
 HA1063.adjusted by the NATIONAL GEODETIC SURVEY
 HA1063.in June 1991.
 HA1063
 HA1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1063.GEOID18 height accuracy estimate available here.
 HA1063
 HA1063.Click photographs - Photos may exist for this station.
 HA1063
 HA1063.The dynamic height is computed by dividing the NAVD 88
 HA1063.geopotential number by the normal gravity value computed on the
 HA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1063.degrees latitude (g = 980.6199 gals.).
 HA1063
 HA1063.The modeled gravity was interpolated from observed gravity values.
 HA1063
 HA1063;                    North         East    Units  Estimated Accuracy
 HA1063;SPC IN W     -   284,080.      824,090.      MT  (+/- 180 meters Scaled)
 HA1063
 HA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG167844(NAD 83)
 HA1063
 HA1063                          SUPERSEDED SURVEY CONTROL
 HA1063
 HA1063  NGVD 29 (??/??/92)  104.723  (m)          343.58   (f) ADJ UNCH    1 2
 HA1063
 HA1063.Superseded values are not recommended for survey control.
 HA1063
 HA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1063.See file dsdata.pdf to determine how the superseded data were derived.
 HA1063
 HA1063_MARKER: DB = BENCH MARK DISK
 HA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1063_STAMPING: Y 318 1965
 HA1063_MARK LOGO: CGS
 HA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1063+STABILITY: SURFACE MOTION
 HA1063
 HA1063  HISTORY     - Date     Condition        Report By
 HA1063  HISTORY     - 1965     MONUMENTED       CGS
 HA1063  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA1063  HISTORY     - 1976     MARK NOT FOUND   USGS
 HA1063  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA1063
 HA1063                          STATION DESCRIPTION
 HA1063
 HA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1063'1.8 MI S FROM HOVEY LAKE.
 HA1063'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HA1063'GAME COMMISSION OFFICE BUILDING AT HOVEY LAKE, IN SECTION 24,
 HA1063'T 8 S, R 14 W, 123 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HA1063'HIGHWAY, 162 FEET EAST OF A LARGE TREE ON THE SOUTHWEST SIDE OF
 HA1063'THE HIGHWAY, IN LINE WITH THE EXTENDED CENTER LINE OF A DIRT
 HA1063'ROAD LEADING EAST TO A BAYOU DRAIN, 45 FEET NORTHWEST OF AND
 HA1063'ACROSS A DIRT ROAD FROM A 12-INCH TREE BEARING A TRIANGULAR
 HA1063'BLAZE ON THE NORTH SIDE OF THE TREE, 22 FEET NORTH OF THE CENTER
 HA1063'LINE OF A DIRT ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 HA1063'ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 15 FEET BELOW THE LEVEL
 HA1063'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA1063'4 INCHES.
 HA1063
 HA1063                          STATION RECOVERY (1976)
 HA1063
 HA1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA1063'MARK NOT FOUND.
 HA1063
 HA1063                          STATION RECOVERY (1976)
 HA1063
 HA1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HA1063'MARK NOT FOUND.
 HA1063
 HA1063                          STATION RECOVERY (1988)
 HA1063
 HA1063'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0810 ***********************************************************************
 HZ0810  DESIGNATION -  Y 319
 HZ0810  PID         -  HZ0810
 HZ0810  STATE/COUNTY-  IN/SWITZERLAND
 HZ0810  COUNTRY     -  US
 HZ0810  USGS QUAD   -  FLORENCE (2019)
 HZ0810
 HZ0810                         *CURRENT SURVEY CONTROL
 HZ0810  ______________________________________________________________________
 HZ0810* NAD 83(1986) POSITION- 38 46 55.     (N) 084 57 00.     (W)   SCALED
 HZ0810* NAVD 88 ORTHO HEIGHT -   146.598 (meters)      480.96  (feet) ADJUSTED
 HZ0810  ______________________________________________________________________
 HZ0810  GEOID HEIGHT    -        -33.933 (meters)                     GEOID18
 HZ0810  DYNAMIC HEIGHT  -        146.506 (meters)      480.66  (feet) COMP
 HZ0810  MODELED GRAVITY -    979,992.9   (mgal)                       NAVD 88
 HZ0810
 HZ0810  VERT ORDER      -  FIRST     CLASS II
 HZ0810
 HZ0810.The horizontal coordinates were scaled from a map and have
 HZ0810.an estimated accuracy of +/- 6 seconds.
 HZ0810
 HZ0810.The orthometric height was determined by differential leveling and
 HZ0810.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0810.in June 1991.
 HZ0810
 HZ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0810.GEOID18 height accuracy estimate available here.
 HZ0810
 HZ0810.Click photographs - Photos may exist for this station.
 HZ0810
 HZ0810.The dynamic height is computed by dividing the NAVD 88
 HZ0810.geopotential number by the normal gravity value computed on the
 HZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0810.degrees latitude (g = 980.6199 gals.).
 HZ0810
 HZ0810.The modeled gravity was interpolated from observed gravity values.
 HZ0810
 HZ0810;                    North         East    Units  Estimated Accuracy
 HZ0810;SPC IN E     -   392,530.      162,270.      MT  (+/- 180 meters Scaled)
 HZ0810
 HZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH780945(NAD 83)
 HZ0810
 HZ0810                          SUPERSEDED SURVEY CONTROL
 HZ0810
 HZ0810  NGVD 29 (??/??/92)  146.788  (m)          481.59   (f) ADJ UNCH    1 2
 HZ0810
 HZ0810.Superseded values are not recommended for survey control.
 HZ0810
 HZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0810.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0810
 HZ0810_MARKER: DB = BENCH MARK DISK
 HZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0810_STAMPING: Y 319 1965
 HZ0810_MARK LOGO: CGS
 HZ0810_PROJECTION: FLUSH
 HZ0810_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0810+STABILITY: SURFACE MOTION
 HZ0810
 HZ0810  HISTORY     - Date     Condition        Report By
 HZ0810  HISTORY     - 1965     MONUMENTED       CGS
 HZ0810  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HZ0810  HISTORY     - 19940315 GOOD             LOCENG
 HZ0810
 HZ0810                          STATION DESCRIPTION
 HZ0810
 HZ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0810'1.4 MI W FROM FLORENCE.
 HZ0810'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 HZ0810'AT FLORENCE, IN SECTION 1, T 1 N, R 2 W, AT AN INTERSECTION OF
 HZ0810'THE HIGHWAY AND A NORTH-SOUTH ROAD, 51 1/2 FEET NORTH OF THE
 HZ0810'CENTER LINE OF THE HIGHWAY, 83 FEET EAST OF THE SOUTHEAST
 HZ0810'CORNER OF A SMALL VACANT HOUSE, 79 FEET SOUTH OF A 24-INCH WALNUT
 HZ0810'TREE, 12 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 HZ0810'21 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 0.7 FOOT
 HZ0810'WEST OF THE BASE FOR A GUY WIRE WHICH BRACES THE POWER POLE, 1.0
 HZ0810'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HZ0810'HIGHWAY, AND SET IN TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 HZ0810'GROUND.
 HZ0810
 HZ0810                          STATION RECOVERY (1989)
 HZ0810
 HZ0810'RECOVERY NOTE BY US POWER SQUADRON 1989 (SLF)
 HZ0810'MARK NOT FOUND.
 HZ0810
 HZ0810                          STATION RECOVERY (1994)
 HZ0810
 HZ0810'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RW)
 HZ0810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0764 ***********************************************************************
 LB0764  DESIGNATION -  Y 32
 LB0764  PID         -  LB0764
 LB0764  STATE/COUNTY-  IN/MONTGOMERY
 LB0764  COUNTRY     -  US
 LB0764  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0764
 LB0764                         *CURRENT SURVEY CONTROL
 LB0764  ______________________________________________________________________
 LB0764* NAD 83(1986) POSITION- 40 02 05.     (N) 086 53 06.     (W)   SCALED
 LB0764* NAVD 88 ORTHO HEIGHT -   240.268 (meters)      788.28  (feet) ADJUSTED
 LB0764  ______________________________________________________________________
 LB0764  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 LB0764  DYNAMIC HEIGHT  -        240.138 (meters)      787.85  (feet) COMP
 LB0764  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 LB0764
 LB0764  VERT ORDER      -  SECOND    CLASS 0
 LB0764
 LB0764.The horizontal coordinates were scaled from a map and have
 LB0764.an estimated accuracy of +/- 6 seconds.
 LB0764
 LB0764.The orthometric height was determined by differential leveling and
 LB0764.adjusted by the NATIONAL GEODETIC SURVEY
 LB0764.in June 1991.
 LB0764
 LB0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0764.GEOID18 height accuracy estimate available here.
 LB0764
 LB0764.Click photographs - Photos may exist for this station.
 LB0764
 LB0764.The dynamic height is computed by dividing the NAVD 88
 LB0764.geopotential number by the normal gravity value computed on the
 LB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0764.degrees latitude (g = 980.6199 gals.).
 LB0764
 LB0764.The modeled gravity was interpolated from observed gravity values.
 LB0764
 LB0764;                    North         East    Units  Estimated Accuracy
 LB0764;SPC IN W     -   531,390.      916,930.      MT  (+/- 180 meters Scaled)
 LB0764
 LB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK098316(NAD 83)
 LB0764
 LB0764                          SUPERSEDED SURVEY CONTROL
 LB0764
 LB0764  NGVD 29 (??/??/92)  240.366  (m)          788.60   (f) ADJ UNCH    2 0
 LB0764
 LB0764.Superseded values are not recommended for survey control.
 LB0764
 LB0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0764.See file dsdata.pdf to determine how the superseded data were derived.
 LB0764
 LB0764_MARKER: DB = BENCH MARK DISK
 LB0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0764_STAMPING: Y 32 1934
 LB0764_MARK LOGO: CGS
 LB0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0764+STABILITY: SURFACE MOTION
 LB0764
 LB0764  HISTORY     - Date     Condition        Report By
 LB0764  HISTORY     - 1934     MONUMENTED       CGS
 LB0764  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB0764
 LB0764                          STATION DESCRIPTION
 LB0764
 LB0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0764'AT CRAWFORDSVILLE.
 LB0764'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, ON THE PENNSYLVANIA
 LB0764'RAILROAD, 50 YARDS SOUTH OF MILEPOST 52, 41 YARDS NORTH OF THE
 LB0764'CENTER OF THE CROSSING OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0764'RAILWAY, IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE CLEVELAND,
 LB0764'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 5 YARDS SOUTH OF THE
 LB0764'SOUTH RAIL OF THE C.C.C. AND ST.L.RY. TRACK, AND 4 YARDS EAST
 LB0764'OF THE EAST RAIL OF THE P.R.R. TRACK.  A STANDARD DISK, STAMPED
 LB0764'Y 32 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LB0764'INCHES ABOVE GROUND.
 LB0764
 LB0764                          STATION RECOVERY (1957)
 LB0764
 LB0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LB0764'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0991 ***********************************************************************
 HZ0991  DESIGNATION -  Y 320
 HZ0991  PID         -  HZ0991
 HZ0991  STATE/COUNTY-  IN/JEFFERSON
 HZ0991  COUNTRY     -  US
 HZ0991  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0991
 HZ0991                         *CURRENT SURVEY CONTROL
 HZ0991  ______________________________________________________________________
 HZ0991* NAD 83(1986) POSITION- 38 45 11.     (N) 085 23 50.     (W)   SCALED
 HZ0991* NAVD 88 ORTHO HEIGHT -   238.558 (meters)      782.67  (feet) ADJUSTED
 HZ0991  ______________________________________________________________________
 HZ0991  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ0991  DYNAMIC HEIGHT  -        238.399 (meters)      782.15  (feet) COMP
 HZ0991  MODELED GRAVITY -    979,958.5   (mgal)                       NAVD 88
 HZ0991
 HZ0991  VERT ORDER      -  FIRST     CLASS II
 HZ0991
 HZ0991.The horizontal coordinates were scaled from a map and have
 HZ0991.an estimated accuracy of +/- 6 seconds.
 HZ0991
 HZ0991.The orthometric height was determined by differential leveling and
 HZ0991.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0991.in June 1991.
 HZ0991
 HZ0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0991.GEOID18 height accuracy estimate available here.
 HZ0991
 HZ0991.Click photographs - Photos may exist for this station.
 HZ0991
 HZ0991.The dynamic height is computed by dividing the NAVD 88
 HZ0991.geopotential number by the normal gravity value computed on the
 HZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0991.degrees latitude (g = 980.6199 gals.).
 HZ0991
 HZ0991.The modeled gravity was interpolated from observed gravity values.
 HZ0991
 HZ0991;                    North         East    Units  Estimated Accuracy
 HZ0991;SPC IN E     -   389,120.      123,420.      MT  (+/- 180 meters Scaled)
 HZ0991
 HZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH392905(NAD 83)
 HZ0991
 HZ0991                          SUPERSEDED SURVEY CONTROL
 HZ0991
 HZ0991  NGVD 29 (??/??/92)  238.722  (m)          783.21   (f) ADJ UNCH    1 2
 HZ0991
 HZ0991.Superseded values are not recommended for survey control.
 HZ0991
 HZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0991.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0991
 HZ0991_MARKER: DB = BENCH MARK DISK
 HZ0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ0991_SP_SET: RETAINING WALL
 HZ0991_STAMPING: Y 320 1965
 HZ0991_MARK LOGO: CGS
 HZ0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ0991
 HZ0991  HISTORY     - Date     Condition        Report By
 HZ0991  HISTORY     - 1965     MONUMENTED       CGS
 HZ0991
 HZ0991                          STATION DESCRIPTION
 HZ0991
 HZ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0991'2.1 MI NW FROM MADISON.
 HZ0991'1.1 MILES WEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 HZ0991'MADISON, THENCE 1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD,
 HZ0991'OR ABOUT 0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 HZ0991'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 7 AT NORTH MADISON,
 HZ0991'3 1/2 RAILS SOUTH OF THE SOUTH EDGE OF A ROAD OVERPASS, 3.5
 HZ0991'FEET WEST OF THE WEST RAIL, SET IN THE TOP OF A CONCRETE RETAINING
 HZ0991'WALL, ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1727 ***********************************************************************
 HZ1727  DESIGNATION -  Y 321
 HZ1727  PID         -  HZ1727
 HZ1727  STATE/COUNTY-  IN/CLARK
 HZ1727  COUNTRY     -  US
 HZ1727  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1727
 HZ1727                         *CURRENT SURVEY CONTROL
 HZ1727  ______________________________________________________________________
 HZ1727* NAD 83(1986) POSITION- 38 30 59.     (N) 085 32 27.     (W)   SCALED
 HZ1727* NAVD 88 ORTHO HEIGHT -   214.617 (meters)      704.12  (feet) ADJUSTED
 HZ1727  ______________________________________________________________________
 HZ1727  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 HZ1727  DYNAMIC HEIGHT  -        214.473 (meters)      703.65  (feet) COMP
 HZ1727  MODELED GRAVITY -    979,952.9   (mgal)                       NAVD 88
 HZ1727
 HZ1727  VERT ORDER      -  FIRST     CLASS II
 HZ1727
 HZ1727.The horizontal coordinates were scaled from a map and have
 HZ1727.an estimated accuracy of +/- 6 seconds.
 HZ1727
 HZ1727.The orthometric height was determined by differential leveling and
 HZ1727.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1727.in June 1991.
 HZ1727
 HZ1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1727.GEOID18 height accuracy estimate available here.
 HZ1727
 HZ1727.Click photographs - Photos may exist for this station.
 HZ1727
 HZ1727.The dynamic height is computed by dividing the NAVD 88
 HZ1727.geopotential number by the normal gravity value computed on the
 HZ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1727.degrees latitude (g = 980.6199 gals.).
 HZ1727
 HZ1727.The modeled gravity was interpolated from observed gravity values.
 HZ1727
 HZ1727;                    North         East    Units  Estimated Accuracy
 HZ1727;SPC IN E     -   362,820.      110,970.      MT  (+/- 180 meters Scaled)
 HZ1727
 HZ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH272641(NAD 83)
 HZ1727
 HZ1727                          SUPERSEDED SURVEY CONTROL
 HZ1727
 HZ1727  NGVD 29 (??/??/92)  214.774  (m)          704.64   (f) ADJ UNCH    1 2
 HZ1727
 HZ1727.Superseded values are not recommended for survey control.
 HZ1727
 HZ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1727.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1727
 HZ1727_MARKER: DB = BENCH MARK DISK
 HZ1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1727_SP_SET: UNDERPASS
 HZ1727_STAMPING: Y 321 1965
 HZ1727_MARK LOGO: CGS
 HZ1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1727
 HZ1727  HISTORY     - Date     Condition        Report By
 HZ1727  HISTORY     - 1965     MONUMENTED       CGS
 HZ1727
 HZ1727                          STATION DESCRIPTION
 HZ1727
 HZ1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1727'3.3 MI S FROM NEW WASHINGTON.
 HZ1727'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1727'SCHOOLHOUSE AT NEW WASHINGTON, IN SECTION 20, T 1 N, R 9 E,
 HZ1727'ABOUT 0.2 MILE SOUTH OF AN INTERSECTION OF THE HIGHWAY AND A
 HZ1727'ROAD, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 HZ1727'THE TOP OF THE CENTER OF THE EAST HEADWALL OF A SMALL
 HZ1727'LIVESTOCK UNDERPASS UNDER THE HIGHWAY, ABOUT 1 FOOT BELOW THE
 HZ1727'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1638 ***********************************************************************
 HZ1638  DESIGNATION -  Y 322
 HZ1638  PID         -  HZ1638
 HZ1638  STATE/COUNTY-  IN/CLARK
 HZ1638  COUNTRY     -  US
 HZ1638  USGS QUAD   -  NEW ALBANY (2019)
 HZ1638
 HZ1638                         *CURRENT SURVEY CONTROL
 HZ1638  ______________________________________________________________________
 HZ1638* NAD 83(1986) POSITION- 38 17 55.     (N) 085 46 32.     (W)   SCALED
 HZ1638* NAVD 88 ORTHO HEIGHT -   146.304 (meters)      480.00  (feet) ADJUSTED
 HZ1638  ______________________________________________________________________
 HZ1638  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 HZ1638  DYNAMIC HEIGHT  -        146.206 (meters)      479.68  (feet) COMP
 HZ1638  MODELED GRAVITY -    979,954.5   (mgal)                       NAVD 88
 HZ1638
 HZ1638  VERT ORDER      -  FIRST     CLASS II
 HZ1638
 HZ1638.The horizontal coordinates were scaled from a map and have
 HZ1638.an estimated accuracy of +/- 6 seconds.
 HZ1638
 HZ1638.The orthometric height was determined by differential leveling and
 HZ1638.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1638.in June 1991.
 HZ1638
 HZ1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1638.GEOID18 height accuracy estimate available here.
 HZ1638
 HZ1638.Click photographs - Photos may exist for this station.
 HZ1638
 HZ1638.The dynamic height is computed by dividing the NAVD 88
 HZ1638.geopotential number by the normal gravity value computed on the
 HZ1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1638.degrees latitude (g = 980.6199 gals.).
 HZ1638
 HZ1638.The modeled gravity was interpolated from observed gravity values.
 HZ1638
 HZ1638;                    North         East    Units  Estimated Accuracy
 HZ1638;SPC IN E     -   338,640.       90,480.      MT  (+/- 180 meters Scaled)
 HZ1638
 HZ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH070396(NAD 83)
 HZ1638
 HZ1638                          SUPERSEDED SURVEY CONTROL
 HZ1638
 HZ1638  NGVD 29 (??/??/92)  146.452  (m)          480.48   (f) ADJ UNCH    1 2
 HZ1638
 HZ1638.Superseded values are not recommended for survey control.
 HZ1638
 HZ1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1638.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1638
 HZ1638_MARKER: DB = BENCH MARK DISK
 HZ1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1638_SP_SET: ABUTMENT
 HZ1638_STAMPING: Y 322 1965
 HZ1638_MARK LOGO: CGS
 HZ1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1638
 HZ1638  HISTORY     - Date     Condition        Report By
 HZ1638  HISTORY     - 1965     MONUMENTED       CGS
 HZ1638
 HZ1638                          STATION DESCRIPTION
 HZ1638
 HZ1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1638'2.3 MI NE FROM NEW ALBANY.
 HZ1638'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY
 HZ1638'460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD
 HZ1638'STATION AT NEW ALBANY, THENCE 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY
 HZ1638'460 AND STATE HIGHWAY 62, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE
 HZ1638'OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP
 HZ1638'OF THE SOUTHEAST END OF THE SOUTHWEST GUARDRAIL CURBING AND OVER
 HZ1638'THE SOUTHEAST ABUTMENT OF THE OVERPASS OVER THE BALTIMORE AND
 HZ1638'OHIO RAILROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1929 ***********************************************************************
 HZ1929  DESIGNATION -  Y 322 RESET
 HZ1929  PID         -  HZ1929
 HZ1929  STATE/COUNTY-  IN/CLARK
 HZ1929  COUNTRY     -  US
 HZ1929  USGS QUAD   -  NEW ALBANY (2019)
 HZ1929
 HZ1929                         *CURRENT SURVEY CONTROL
 HZ1929  ______________________________________________________________________
 HZ1929* NAD 83(1986) POSITION- 38 17 55.     (N) 085 46 32.     (W)   SCALED
 HZ1929* NAVD 88 ORTHO HEIGHT -   146.32  (+/-2cm)      480.1   (feet) VERTCON3
 HZ1929  ______________________________________________________________________
 HZ1929  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 HZ1929  VERT ORDER      -  THIRD (See Below)
 HZ1929
 HZ1929.The horizontal coordinates were scaled from a map and have
 HZ1929.an estimated accuracy of +/- 6 seconds.
 HZ1929
 HZ1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ1929
 HZ1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1929.GEOID18 height accuracy estimate available here.
 HZ1929
 HZ1929.The vertical order pertains to the NGVD 29 superseded value.
 HZ1929
 HZ1929.Click photographs - Photos may exist for this station.
 HZ1929
 HZ1929;                    North         East    Units  Estimated Accuracy
 HZ1929;SPC IN E     -   338,640.       90,480.      MT  (+/- 180 meters Scaled)
 HZ1929
 HZ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH070396(NAD 83)
 HZ1929
 HZ1929                          SUPERSEDED SURVEY CONTROL
 HZ1929
 HZ1929  NGVD 29 (??/??/??)  146.46   (m)          480.5    (f) RESET       3  
 HZ1929
 HZ1929.Superseded values are not recommended for survey control.
 HZ1929
 HZ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1929.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1929
 HZ1929_MARKER: DV = VERTICAL CONTROL DISK
 HZ1929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1929_SP_SET: ABUTMENT
 HZ1929_STAMPING: Y 322 RESET 1979
 HZ1929_MARK LOGO: NGS
 HZ1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1929+STABILITY: SURFACE MOTION
 HZ1929
 HZ1929  HISTORY     - Date     Condition        Report By
 HZ1929  HISTORY     - 1979     MONUMENTED       INHD
 HZ1929
 HZ1929                          STATION DESCRIPTION
 HZ1929
 HZ1929'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1979
 HZ1929'0.15 MI NW FROM NEW ALBANY.
 HZ1929'0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY 460 AND
 HZ1929'STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD STATION IN
 HZ1929'NEW ALBANY, THENCE 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 460 AND
 HZ1929'STATE HIGHWAY 62, 16.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HZ1929'EASTBOUND TRAFFIC LANE OF THE HIGHWAY, IN THE TOP OF THE SOUHEAST
 HZ1929'END OF THE SOUTHWEST GUARDRAIL CURBING AND OVER THE SOUTHEAST
 HZ1929'ABUTMENT OF THE OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD.
 HZ1929'THE MARK IS 1.0 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ2629 ***********************************************************************
 HZ2629  DESIGNATION -  Y 322 RESET
 HZ2629  PID         -  HZ2629
 HZ2629  STATE/COUNTY-  IN/CLARK
 HZ2629  COUNTRY     -  US
 HZ2629  USGS QUAD   -  NEW ALBANY (2019)
 HZ2629
 HZ2629                         *CURRENT SURVEY CONTROL
 HZ2629  ______________________________________________________________________
 HZ2629* NAD 83(1986) POSITION- 38 17 55.     (N) 085 46 32.     (W)   SCALED
 HZ2629* NAVD 88 ORTHO HEIGHT -   146.92  (+/-2cm)      482.0   (feet) VERTCON3
 HZ2629  ______________________________________________________________________
 HZ2629  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 HZ2629  VERT ORDER      -  THIRD (See Below)
 HZ2629
 HZ2629.The horizontal coordinates were scaled from a map and have
 HZ2629.an estimated accuracy of +/- 6 seconds.
 HZ2629
 HZ2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ2629
 HZ2629.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ2629.GEOID18 height accuracy estimate available here.
 HZ2629
 HZ2629.The vertical order pertains to the NGVD 29 superseded value.
 HZ2629
 HZ2629.Click photographs - Photos may exist for this station.
 HZ2629
 HZ2629;                    North         East    Units  Estimated Accuracy
 HZ2629;SPC IN E     -   338,640.       90,480.      MT  (+/- 180 meters Scaled)
 HZ2629
 HZ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH070396(NAD 83)
 HZ2629
 HZ2629                          SUPERSEDED SURVEY CONTROL
 HZ2629
 HZ2629  NGVD 29 (08/22/16)  147.07   (m)          482.5    (f) RESET       3  
 HZ2629
 HZ2629.Superseded values are not recommended for survey control.
 HZ2629
 HZ2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2629.See file dsdata.pdf to determine how the superseded data were derived.
 HZ2629
 HZ2629_MARKER: DV = VERTICAL CONTROL DISK
 HZ2629_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HZ2629+WITH SETTING: PAVEMENT
 HZ2629_SP_SET: RAILING
 HZ2629_STAMPING: Y 322 RESET 1986
 HZ2629_MARK LOGO: NGS
 HZ2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ2629+STABILITY: SURFACE MOTION
 HZ2629
 HZ2629  HISTORY     - Date     Condition        Report By
 HZ2629  HISTORY     - 1986     MONUMENTED       INHD
 HZ2629
 HZ2629                          STATION DESCRIPTION
 HZ2629
 HZ2629'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1986
 HZ2629'IN SEYMOUR.
 HZ2629'0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY 460
 HZ2629'AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD STATION
 HZ2629'IN NEW ALBANY, THENCE 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 460
 HZ2629'AND STATE HIGHWAY 62 TO THE MARK IN THE SOUTHEAST CORNER OF THE
 HZ2629'CONCRETE RAILING BARRIER RAIL OVER THE BALTIMORE AND OHIO RAILROAD,
 HZ2629'31.5 FEET FROM THE STATION 71+100 ON STATE ROUTE 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0439 ***********************************************************************
 JA0439  DESIGNATION -  Y 323
 JA0439  PID         -  JA0439
 JA0439  STATE/COUNTY-  IN/HARRISON
 JA0439  COUNTRY     -  US
 JA0439  USGS QUAD   -  LACONIA (2019)
 JA0439
 JA0439                         *CURRENT SURVEY CONTROL
 JA0439  ______________________________________________________________________
 JA0439* NAD 83(1986) POSITION- 38 00 12.     (N) 086 00 39.     (W)   SCALED
 JA0439* NAVD 88 ORTHO HEIGHT -   135.266 (meters)      443.79  (feet) ADJUSTED
 JA0439  ______________________________________________________________________
 JA0439  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JA0439  DYNAMIC HEIGHT  -        135.169 (meters)      443.47  (feet) COMP
 JA0439  MODELED GRAVITY -    979,917.5   (mgal)                       NAVD 88
 JA0439
 JA0439  VERT ORDER      -  FIRST     CLASS II
 JA0439
 JA0439.The horizontal coordinates were scaled from a map and have
 JA0439.an estimated accuracy of +/- 6 seconds.
 JA0439
 JA0439.The orthometric height was determined by differential leveling and
 JA0439.adjusted by the NATIONAL GEODETIC SURVEY
 JA0439.in June 1991.
 JA0439
 JA0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0439.GEOID18 height accuracy estimate available here.
 JA0439
 JA0439.Click photographs - Photos may exist for this station.
 JA0439
 JA0439.The dynamic height is computed by dividing the NAVD 88
 JA0439.geopotential number by the normal gravity value computed on the
 JA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0439.degrees latitude (g = 980.6199 gals.).
 JA0439
 JA0439.The modeled gravity was interpolated from observed gravity values.
 JA0439
 JA0439;                    North         East    Units  Estimated Accuracy
 JA0439;SPC IN E     -   305,920.       69,770.      MT  (+/- 180 meters Scaled)
 JA0439
 JA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH868066(NAD 83)
 JA0439
 JA0439                          SUPERSEDED SURVEY CONTROL
 JA0439
 JA0439  NGVD 29 (??/??/92)  135.388  (m)          444.19   (f) ADJ UNCH    1 2
 JA0439
 JA0439.Superseded values are not recommended for survey control.
 JA0439
 JA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0439.See file dsdata.pdf to determine how the superseded data were derived.
 JA0439
 JA0439_MARKER: DB = BENCH MARK DISK
 JA0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0439_STAMPING: Y 323 1965
 JA0439_MARK LOGO: CGS
 JA0439_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0439
 JA0439  HISTORY     - Date     Condition        Report By
 JA0439  HISTORY     - 1965     MONUMENTED       CGS
 JA0439
 JA0439                          STATION DESCRIPTION
 JA0439
 JA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0439'1.6 MI W FROM EVANS LANDING.
 JA0439'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0439'CHURCH AT EVANS LANDING, THENCE 1.4 MILES WEST ALONG STATE HIGHWAY
 JA0439'111, IN SECTION 12, T 6 S, R 4 E, ABOUT 0.5 MILE NORTHWEST OF
 JA0439'DAM AND LOCKS NUMBER 43, AT THE SMALL COMMUNITY OF NEW BOSTON, 52
 JA0439'FEET SOUTHWEST OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND
 JA0439'A ROAD, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 JA0439'SOUTH OF THE SOUTHEAST CORNER OF A STORE BUILDING NOW OCCUPIED
 JA0439'BY THE B AND M FOOD STOP, 1 FOOT NORTH OF A POWER POLE 1 FOOT
 JA0439'EAST OF A CONCRETE RIGHT OF WAY MARKER POST, 0.8 FEET WEST OF
 JA0439'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JA0439'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 JA0439'DRIVEN TO A DEPTH OF 45 FEET AND IS ENCASED IN A 5-INCH CAST
 JA0439'IRON PIPE WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0487 ***********************************************************************
 JA0487  DESIGNATION -  Y 324
 JA0487  PID         -  JA0487
 JA0487  STATE/COUNTY-  IN/HARRISON
 JA0487  COUNTRY     -  US
 JA0487  USGS QUAD   -  LEAVENWORTH (2019)
 JA0487
 JA0487                         *CURRENT SURVEY CONTROL
 JA0487  ______________________________________________________________________
 JA0487* NAD 83(1986) POSITION- 38 09 22.     (N) 086 15 42.     (W)   SCALED
 JA0487* NAVD 88 ORTHO HEIGHT -   174.293 (meters)      571.83  (feet) ADJUSTED
 JA0487  ______________________________________________________________________
 JA0487  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 JA0487  DYNAMIC HEIGHT  -        174.169 (meters)      571.42  (feet) COMP
 JA0487  MODELED GRAVITY -    979,916.5   (mgal)                       NAVD 88
 JA0487
 JA0487  VERT ORDER      -  FIRST     CLASS II
 JA0487
 JA0487.The horizontal coordinates were scaled from a map and have
 JA0487.an estimated accuracy of +/- 6 seconds.
 JA0487
 JA0487.The orthometric height was determined by differential leveling and
 JA0487.adjusted by the NATIONAL GEODETIC SURVEY
 JA0487.in June 1991.
 JA0487
 JA0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0487.GEOID18 height accuracy estimate available here.
 JA0487
 JA0487.Click photographs - Photos may exist for this station.
 JA0487
 JA0487.The dynamic height is computed by dividing the NAVD 88
 JA0487.geopotential number by the normal gravity value computed on the
 JA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0487.degrees latitude (g = 980.6199 gals.).
 JA0487
 JA0487.The modeled gravity was interpolated from observed gravity values.
 JA0487
 JA0487;                    North         East    Units  Estimated Accuracy
 JA0487;SPC IN E     -   322,990.       47,850.      MT  (+/- 180 meters Scaled)
 JA0487
 JA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH646233(NAD 83)
 JA0487
 JA0487                          SUPERSEDED SURVEY CONTROL
 JA0487
 JA0487  NGVD 29 (??/??/92)  174.400  (m)          572.18   (f) ADJ UNCH    1 2
 JA0487
 JA0487.Superseded values are not recommended for survey control.
 JA0487
 JA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0487.See file dsdata.pdf to determine how the superseded data were derived.
 JA0487
 JA0487_MARKER: DB = BENCH MARK DISK
 JA0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0487_STAMPING: Y 324 1965
 JA0487_MARK LOGO: CGS
 JA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0487+STABILITY: SURFACE MOTION
 JA0487
 JA0487  HISTORY     - Date     Condition        Report By
 JA0487  HISTORY     - 1965     MONUMENTED       CGS
 JA0487
 JA0487                          STATION DESCRIPTION
 JA0487
 JA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0487'6.2 MI N FROM NEW AMSTERDAM.
 JA0487'2.85 MILES NORTHEAST ALONG A WINDING PAVED AND GRAVELED ROAD FROM
 JA0487'THE EVANGELICAL UNITED BRETHREN CHURCH AT NEW AMSTERDAM, THENCE
 JA0487'0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 JA0487'ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTH ALONG A TRAIL
 JA0487'ROAD, OR ABOUT 1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST
 JA0487'OFFICE AT LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD
 JA0487'WHICH PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG
 JA0487'U.S. HIGHWAY 460, THENCE 2.95 MILES EAST ALONG A PAVED AND
 JA0487'GRAVELED ROAD, THENCE 1.7 MILES SOUTH ALONG A WINDING GRAVELED
 JA0487'ROAD, THENCE 2.65 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN
 JA0487'SECTION 24, T 4 S, R 2 E, 75 FEET NORTHEAST AND ACROSS THE ROAD
 JA0487'FROM THE SOUTHEAST CORNER OF THE COLD FRIDAY CEMETERY, AT A
 JA0487'75-DEGREE TURN IN THE ROAD, AT THE NORTH EDGE OF A SMALL
 JA0487'CLEARING, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38 FEET
 JA0487'NORTHEAST OF A 30-INCH POPLAR TREE, 1.1 FEET NORTH OF A METAL
 JA0487'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 JA0487'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1084 ***********************************************************************
 HA1084  DESIGNATION -  Y 325
 HA1084  PID         -  HA1084
 HA1084  STATE/COUNTY-  IN/POSEY
 HA1084  COUNTRY     -  US
 HA1084  USGS QUAD   -  MOUNT VERNON (2019)
 HA1084
 HA1084                         *CURRENT SURVEY CONTROL
 HA1084  ______________________________________________________________________
 HA1084* NAD 83(1986) POSITION- 37 56 07.     (N) 087 52 53.     (W)   SCALED
 HA1084* NAVD 88 ORTHO HEIGHT -   115.060 (meters)      377.49  (feet) ADJUSTED
 HA1084  ______________________________________________________________________
 HA1084  GEOID HEIGHT    -        -30.588 (meters)                     GEOID18
 HA1084  DYNAMIC HEIGHT  -        114.982 (meters)      377.24  (feet) COMP
 HA1084  MODELED GRAVITY -    979,947.1   (mgal)                       NAVD 88
 HA1084
 HA1084  VERT ORDER      -  FIRST     CLASS II
 HA1084
 HA1084.The horizontal coordinates were scaled from a map and have
 HA1084.an estimated accuracy of +/- 6 seconds.
 HA1084
 HA1084.The orthometric height was determined by differential leveling and
 HA1084.adjusted by the NATIONAL GEODETIC SURVEY
 HA1084.in June 1991.
 HA1084
 HA1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1084.GEOID18 height accuracy estimate available here.
 HA1084
 HA1084.Click photographs - Photos may exist for this station.
 HA1084
 HA1084.The dynamic height is computed by dividing the NAVD 88
 HA1084.geopotential number by the normal gravity value computed on the
 HA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1084.degrees latitude (g = 980.6199 gals.).
 HA1084
 HA1084.The modeled gravity was interpolated from observed gravity values.
 HA1084
 HA1084;                    North         East    Units  Estimated Accuracy
 HA1084;SPC IN W     -   298,610.      829,850.      MT  (+/- 180 meters Scaled)
 HA1084
 HA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG225990(NAD 83)
 HA1084
 HA1084                          SUPERSEDED SURVEY CONTROL
 HA1084
 HA1084  NGVD 29 (??/??/92)  115.160  (m)          377.82   (f) ADJ UNCH    1 2
 HA1084
 HA1084.Superseded values are not recommended for survey control.
 HA1084
 HA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1084.See file dsdata.pdf to determine how the superseded data were derived.
 HA1084
 HA1084_MARKER: DB = BENCH MARK DISK
 HA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1084_STAMPING: Y 325 1965
 HA1084_MARK LOGO: CGS
 HA1084_PROJECTION: FLUSH
 HA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1084+STABILITY: SURFACE MOTION
 HA1084
 HA1084  HISTORY     - Date     Condition        Report By
 HA1084  HISTORY     - 1965     MONUMENTED       CGS
 HA1084
 HA1084                          STATION DESCRIPTION
 HA1084
 HA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1084'0.8 MI E FROM MT VERNON.
 HA1084'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POSEY COUNTY
 HA1084'COURTHOUSE AT MT. VERNON, IN SECTION 9, T 7 S, R 13 W, 36 FEET
 HA1084'SOUTHWEST OF THE CENTER OF THE JUNCTION WITH EDSON STREET,
 HA1084'35 1/2 FEET NORTH OF THE NORTHEAST CORNER OF THE BENNETTS GIFT
 HA1084'SHOP, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 HA1084'WEST OF THE CENTER LINE OF EDSON STREET, 24 FEET EAST OF THE
 HA1084'MOST SOUTHERLY POLE SUPPORTING A NEON SIGN, 1 FOOT SOUTH OF A
 HA1084'HEDGE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE STREET, SET IN THE
 HA1084'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0733 ***********************************************************************
 HA0733  DESIGNATION -  Y 326
 HA0733  PID         -  HA0733
 HA0733  STATE/COUNTY-  IN/SPENCER
 HA0733  COUNTRY     -  US
 HA0733  USGS QUAD   -  RICHLAND CITY (2019)
 HA0733
 HA0733                         *CURRENT SURVEY CONTROL
 HA0733  ______________________________________________________________________
 HA0733* NAD 83(1986) POSITION- 37 54 08.     (N) 087 11 13.     (W)   SCALED
 HA0733* NAVD 88 ORTHO HEIGHT -   120.837 (meters)      396.45  (feet) ADJUSTED
 HA0733  ______________________________________________________________________
 HA0733  GEOID HEIGHT    -        -31.082 (meters)                     GEOID18
 HA0733  DYNAMIC HEIGHT  -        120.755 (meters)      396.18  (feet) COMP
 HA0733  MODELED GRAVITY -    979,950.8   (mgal)                       NAVD 88
 HA0733
 HA0733  VERT ORDER      -  FIRST     CLASS II
 HA0733
 HA0733.The horizontal coordinates were scaled from a map and have
 HA0733.an estimated accuracy of +/- 6 seconds.
 HA0733
 HA0733.The orthometric height was determined by differential leveling and
 HA0733.adjusted by the NATIONAL GEODETIC SURVEY
 HA0733.in June 1991.
 HA0733
 HA0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0733.GEOID18 height accuracy estimate available here.
 HA0733
 HA0733.Click photographs - Photos may exist for this station.
 HA0733
 HA0733.The dynamic height is computed by dividing the NAVD 88
 HA0733.geopotential number by the normal gravity value computed on the
 HA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0733.degrees latitude (g = 980.6199 gals.).
 HA0733
 HA0733.The modeled gravity was interpolated from observed gravity values.
 HA0733
 HA0733;                    North         East    Units  Estimated Accuracy
 HA0733;SPC IN W     -   294,650.      890,890.      MT  (+/- 180 meters Scaled)
 HA0733
 HA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG835949(NAD 83)
 HA0733
 HA0733                          SUPERSEDED SURVEY CONTROL
 HA0733
 HA0733  NGVD 29 (??/??/92)  120.931  (m)          396.75   (f) ADJ UNCH    1 2
 HA0733
 HA0733.Superseded values are not recommended for survey control.
 HA0733
 HA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0733.See file dsdata.pdf to determine how the superseded data were derived.
 HA0733
 HA0733_MARKER: DB = BENCH MARK DISK
 HA0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0733_STAMPING: Y 326 1965
 HA0733_MARK LOGO: CGS
 HA0733_PROJECTION: FLUSH
 HA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0733+STABILITY: SURFACE MOTION
 HA0733
 HA0733  HISTORY     - Date     Condition        Report By
 HA0733  HISTORY     - 1965     MONUMENTED       CGS
 HA0733  HISTORY     - 1988     GOOD             USPSQD
 HA0733
 HA0733                          STATION DESCRIPTION
 HA0733
 HA0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0733'2.1 MI E FROM HATFIELD.
 HA0733'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0733'AT HATFIELD, IN SECTION 15, T 7 S, R 7 W, 199 FEET SOUTH OF THE
 HA0733'SOUTHWEST CORNER OF THE LUCE ELEMETARY SCHOOL BUILDING, 70 FEET
 HA0733'NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET
 HA0733'NORTH-NORTHWEST OF A TELEPHONE POLE, 46 FEET SOUTH OF THE CENTER
 HA0733'LINE OF AN ASPHALT ROAD, 14 1/2 FEET SOUTH OF A 10-INCH MAPLE
 HA0733'TREE, 14 FEET NORTH OF A 10-INCH MAPLE TREE, ABOUT LEVEL WITH THE
 HA0733'HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HA0733
 HA0733                          STATION RECOVERY (1988)
 HA0733
 HA0733'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0524 ***********************************************************************
 JA0524  DESIGNATION -  Y 327
 JA0524  PID         -  JA0524
 JA0524  STATE/COUNTY-  IN/CRAWFORD
 JA0524  COUNTRY     -  US
 JA0524  USGS QUAD   -  TASWELL (2019)
 JA0524
 JA0524                         *CURRENT SURVEY CONTROL
 JA0524  ______________________________________________________________________
 JA0524* NAD 83(1986) POSITION- 38 20 02.     (N) 086 33 38.     (W)   SCALED
 JA0524* NAVD 88 ORTHO HEIGHT -   237.342 (meters)      778.68  (feet) ADJUSTED
 JA0524  ______________________________________________________________________
 JA0524  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 JA0524  DYNAMIC HEIGHT  -        237.176 (meters)      778.13  (feet) COMP
 JA0524  MODELED GRAVITY -    979,925.8   (mgal)                       NAVD 88
 JA0524
 JA0524  VERT ORDER      -  FIRST     CLASS II
 JA0524
 JA0524.The horizontal coordinates were scaled from a map and have
 JA0524.an estimated accuracy of +/- 6 seconds.
 JA0524
 JA0524.The orthometric height was determined by differential leveling and
 JA0524.adjusted by the NATIONAL GEODETIC SURVEY
 JA0524.in June 1991.
 JA0524
 JA0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0524.GEOID18 height accuracy estimate available here.
 JA0524
 JA0524.Click photographs - Photos may exist for this station.
 JA0524
 JA0524.The dynamic height is computed by dividing the NAVD 88
 JA0524.geopotential number by the normal gravity value computed on the
 JA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0524.degrees latitude (g = 980.6199 gals.).
 JA0524
 JA0524.The modeled gravity was interpolated from observed gravity values.
 JA0524
 JA0524;                    North         East    Units  Estimated Accuracy
 JA0524;SPC IN W     -   342,680.      945,710.      MT  (+/- 180 meters Scaled)
 JA0524
 JA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH384429(NAD 83)
 JA0524
 JA0524                          SUPERSEDED SURVEY CONTROL
 JA0524
 JA0524  NGVD 29 (??/??/92)  237.448  (m)          779.03   (f) ADJ UNCH    1 2
 JA0524
 JA0524.Superseded values are not recommended for survey control.
 JA0524
 JA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0524.See file dsdata.pdf to determine how the superseded data were derived.
 JA0524
 JA0524_MARKER: DB = BENCH MARK DISK
 JA0524_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JA0524+WITH SETTING: PAVEMENT
 JA0524_SP_SET: SEMAPHORE BASE
 JA0524_STAMPING: Y 327 1965
 JA0524_MARK LOGO: CGS
 JA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0524+STABILITY: SURFACE MOTION
 JA0524
 JA0524  HISTORY     - Date     Condition        Report By
 JA0524  HISTORY     - 1965     MONUMENTED       CGS
 JA0524  HISTORY     - 20230126 MARK NOT FOUND   INDOT
 JA0524
 JA0524                          STATION DESCRIPTION
 JA0524
 JA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0524'AT TASWELL.
 JA0524'AT TASWELL, 67 FEET SOUTHWEST AND ACROSS STATE HIGHWAY 64 FROM
 JA0524'THE WEST CORNER OF THE POST OFFICE, 34 FEET SOUTHWEST OF THE
 JA0524'CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE NORTHEAST
 JA0524'RAIL OF THE MAIN TRACK OF THE SOUTHERN RAILWAY, 8 FEET NORTHEAST
 JA0524'OF THE NORTHEAST RAIL OF A SIDE TRACK, SET IN THE TOP OF THE
 JA0524'SOUTHEAST SIDE OF AN ABANDONED CONCRETE SEMAPHORE BASE WHICH
 JA0524'PROJECTS 6 INCHES, ABOUT LEVEL WITH THE TRACK, 3 FEET NORTHWEST
 JA0524'OF A TELEPHONE POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JA0524'HIGHWAY.
 JA0524
 JA0524                          STATION RECOVERY (2023)
 JA0524
 JA0524'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (GK)
 JA0524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0980 ***********************************************************************
 JA0980  DESIGNATION -  Y 328
 JA0980  PID         -  JA0980
 JA0980  STATE/COUNTY-  IN/DUBOIS
 JA0980  COUNTRY     -  US
 JA0980  USGS QUAD   -  VELPEN (2019)
 JA0980
 JA0980                         *CURRENT SURVEY CONTROL
 JA0980  ______________________________________________________________________
 JA0980* NAD 83(1986) POSITION- 38 19 52.     (N) 087 02 25.     (W)   SCALED
 JA0980* NAVD 88 ORTHO HEIGHT -   142.549 (meters)      467.68  (feet) ADJUSTED
 JA0980  ______________________________________________________________________
 JA0980  GEOID HEIGHT    -        -32.163 (meters)                     GEOID18
 JA0980  DYNAMIC HEIGHT  -        142.454 (meters)      467.37  (feet) COMP
 JA0980  MODELED GRAVITY -    979,960.0   (mgal)                       NAVD 88
 JA0980
 JA0980  VERT ORDER      -  FIRST     CLASS II
 JA0980
 JA0980.The horizontal coordinates were scaled from a map and have
 JA0980.an estimated accuracy of +/- 6 seconds.
 JA0980
 JA0980.The orthometric height was determined by differential leveling and
 JA0980.adjusted by the NATIONAL GEODETIC SURVEY
 JA0980.in June 1991.
 JA0980
 JA0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0980.GEOID18 height accuracy estimate available here.
 JA0980
 JA0980.Click photographs - Photos may exist for this station.
 JA0980
 JA0980.The dynamic height is computed by dividing the NAVD 88
 JA0980.geopotential number by the normal gravity value computed on the
 JA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0980.degrees latitude (g = 980.6199 gals.).
 JA0980
 JA0980.The modeled gravity was interpolated from observed gravity values.
 JA0980
 JA0980;                    North         East    Units  Estimated Accuracy
 JA0980;SPC IN W     -   342,250.      903,760.      MT  (+/- 180 meters Scaled)
 JA0980
 JA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH964425(NAD 83)
 JA0980
 JA0980                          SUPERSEDED SURVEY CONTROL
 JA0980
 JA0980  NGVD 29 (??/??/92)  142.660  (m)          468.04   (f) ADJ UNCH    1 2
 JA0980
 JA0980.Superseded values are not recommended for survey control.
 JA0980
 JA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0980.See file dsdata.pdf to determine how the superseded data were derived.
 JA0980
 JA0980_MARKER: DB = BENCH MARK DISK
 JA0980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0980_STAMPING: Y 328 1965
 JA0980_MARK LOGO: CGS
 JA0980_MAGNETIC: P = MARKER IS A STEEL PIPE
 JA0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0980
 JA0980  HISTORY     - Date     Condition        Report By
 JA0980  HISTORY     - 1965     MONUMENTED       CGS
 JA0980
 JA0980                          STATION DESCRIPTION
 JA0980
 JA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0980'5.6 MI W FROM HUNTINGBURG.
 JA0980'ABOUT 5.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0980'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN
 JA0980'SECTION 14, T 2 S, R 6 W, 14 1/2 FEET NORTHEAST OF THE NORTHEAST
 JA0980'RAIL, 14 POLES SOUTHEAST OF MILEPOST 193, 24 FEET SOUTH OF
 JA0980'TELEPHONE POLE NUMBER 60-C F 54, 18 FEET SOUTHWEST OF A FENCE,
 JA0980'4 1/2 FEET NORTHEAST OF THE NORTHEAST SIDE OF A BATTERY BOX, 1.2
 JA0980'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 JA0980'THE LEVEL OF THE RAILS, SET ON THE TOP OF A 3-INCH IRON PIPE
 JA0980'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0521 ***********************************************************************
 HA0521  DESIGNATION -  Y 329
 HA0521  PID         -  HA0521
 HA0521  STATE/COUNTY-  IN/PERRY
 HA0521  COUNTRY     -  US
 HA0521  USGS QUAD   -  CANNELTON (2019)
 HA0521
 HA0521                         *CURRENT SURVEY CONTROL
 HA0521  ______________________________________________________________________
 HA0521* NAD 83(1986) POSITION- 37 53 51.     (N) 086 42 56.     (W)   SCALED
 HA0521* NAVD 88 ORTHO HEIGHT -   125.346 (meters)      411.24  (feet) ADJUSTED
 HA0521  ______________________________________________________________________
 HA0521  GEOID HEIGHT    -        -31.905 (meters)                     GEOID18
 HA0521  DYNAMIC HEIGHT  -        125.257 (meters)      410.95  (feet) COMP
 HA0521  MODELED GRAVITY -    979,920.0   (mgal)                       NAVD 88
 HA0521
 HA0521  VERT ORDER      -  FIRST     CLASS II
 HA0521
 HA0521.The horizontal coordinates were scaled from a map and have
 HA0521.an estimated accuracy of +/- 6 seconds.
 HA0521
 HA0521.The orthometric height was determined by differential leveling and
 HA0521.adjusted by the NATIONAL GEODETIC SURVEY
 HA0521.in June 1991.
 HA0521
 HA0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0521.GEOID18 height accuracy estimate available here.
 HA0521
 HA0521.Click photographs - Photos may exist for this station.
 HA0521
 HA0521.The dynamic height is computed by dividing the NAVD 88
 HA0521.geopotential number by the normal gravity value computed on the
 HA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0521.degrees latitude (g = 980.6199 gals.).
 HA0521
 HA0521.The modeled gravity was interpolated from observed gravity values.
 HA0521
 HA0521;                    North         East    Units  Estimated Accuracy
 HA0521;SPC IN W     -   294,180.      932,350.      MT  (+/- 180 meters Scaled)
 HA0521
 HA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG250944(NAD 83)
 HA0521
 HA0521                          SUPERSEDED SURVEY CONTROL
 HA0521
 HA0521  NGVD 29 (??/??/92)  125.452  (m)          411.59   (f) ADJ UNCH    1 2
 HA0521
 HA0521.Superseded values are not recommended for survey control.
 HA0521
 HA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0521.See file dsdata.pdf to determine how the superseded data were derived.
 HA0521
 HA0521_MARKER: DB = BENCH MARK DISK
 HA0521_SETTING: 66 = SET IN ROCK OUTCROP
 HA0521_STAMPING: Y 329 1965
 HA0521_MARK LOGO: CGS
 HA0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0521+STABILITY: POSITION/ELEVATION WELL
 HA0521
 HA0521  HISTORY     - Date     Condition        Report By
 HA0521  HISTORY     - 1965     MONUMENTED       CGS
 HA0521
 HA0521                          STATION DESCRIPTION
 HA0521
 HA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0521'1.8 MI SE FROM CANNELTON.
 HA0521'ABOUT 1.85 FEET SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0521'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 14, T 7 S, R 3 W, 0.15
 HA0521'MILE EAST OF THE U.S. CORPS OF ENGINEERS OFFICE BUILDING, 172 FEET
 HA0521'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A SAND
 HA0521'STONE LEDGE, 3 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE, ABOUT 3
 HA0521'FEET ABOVE THE LEVEL OF A PARKING AREA, ABOUT 15 FEET ABOVE THE
 HA0521'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1136 ***********************************************************************
 JA1136  DESIGNATION -  Y 330
 JA1136  PID         -  JA1136
 JA1136  STATE/COUNTY-  IN/GIBSON
 JA1136  COUNTRY     -  US
 JA1136  USGS QUAD   -  PRINCETON (2019)
 JA1136
 JA1136                         *CURRENT SURVEY CONTROL
 JA1136  ______________________________________________________________________
 JA1136* NAD 83(1986) POSITION- 38 21 45.     (N) 087 35 52.     (W)   SCALED
 JA1136* NAVD 88 ORTHO HEIGHT -   135.996 (meters)      446.18  (feet) ADJUSTED
 JA1136  ______________________________________________________________________
 JA1136  GEOID HEIGHT    -        -31.458 (meters)                     GEOID18
 JA1136  DYNAMIC HEIGHT  -        135.907 (meters)      445.89  (feet) COMP
 JA1136  MODELED GRAVITY -    979,967.6   (mgal)                       NAVD 88
 JA1136
 JA1136  VERT ORDER      -  FIRST     CLASS II
 JA1136
 JA1136.The horizontal coordinates were scaled from a map and have
 JA1136.an estimated accuracy of +/- 6 seconds.
 JA1136
 JA1136.The orthometric height was determined by differential leveling and
 JA1136.adjusted by the NATIONAL GEODETIC SURVEY
 JA1136.in June 1991.
 JA1136
 JA1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1136.GEOID18 height accuracy estimate available here.
 JA1136
 JA1136.Click photographs - Photos may exist for this station.
 JA1136
 JA1136.The dynamic height is computed by dividing the NAVD 88
 JA1136.geopotential number by the normal gravity value computed on the
 JA1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1136.degrees latitude (g = 980.6199 gals.).
 JA1136
 JA1136.The modeled gravity was interpolated from observed gravity values.
 JA1136
 JA1136;                    North         East    Units  Estimated Accuracy
 JA1136;SPC IN W     -   345,860.      855,040.      MT  (+/- 180 meters Scaled)
 JA1136
 JA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH477462(NAD 83)
 JA1136
 JA1136                          SUPERSEDED SURVEY CONTROL
 JA1136
 JA1136  NGVD 29 (??/??/92)  136.133  (m)          446.63   (f) ADJ UNCH    1 2
 JA1136
 JA1136.Superseded values are not recommended for survey control.
 JA1136
 JA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1136.See file dsdata.pdf to determine how the superseded data were derived.
 JA1136
 JA1136_MARKER: DB = BENCH MARK DISK
 JA1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1136_SP_SET: PILLAR FOUNDATION
 JA1136_STAMPING: Y 330 1965
 JA1136_MARK LOGO: CGS
 JA1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1136
 JA1136  HISTORY     - Date     Condition        Report By
 JA1136  HISTORY     - 1965     MONUMENTED       CGS
 JA1136
 JA1136                          STATION DESCRIPTION
 JA1136
 JA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1136'1.8 MI W FROM PRINCETON.
 JA1136'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE GIBSON
 JA1136'COUNTY COURTHOUSE AT PRINCETON, THENCE 1.4 MILES NORTHWEST ALONG
 JA1136'THE SOUTHERN RAILWAY, SET IN THE TOP OF SOUTHWEST CONCRETE
 JA1136'FOUNDATION SUPPORTING THE 3 MOST SOUTHWESTERLY CONCRETE PILLARS
 JA1136'OF THE MORE SOUTHEASTERLY OF TWO HIGHWAY OVERPASSES, 23 1/2 FEET
 JA1136'SOUTHWEST OF THE SOUTHWEST RAIL, 6.3 FEET SOUTHEAST OF THE CENTER
 JA1136'PILLAR, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1031 ***********************************************************************
 JA1031  DESIGNATION -  Y 331
 JA1031  PID         -  JA1031
 JA1031  STATE/COUNTY-  IN/GIBSON
 JA1031  COUNTRY     -  US
 JA1031  USGS QUAD   -  FRANCISCO (2019)
 JA1031
 JA1031                         *CURRENT SURVEY CONTROL
 JA1031  ______________________________________________________________________
 JA1031* NAD 83(1986) POSITION- 38 20 05.     (N) 087 26 44.     (W)   SCALED
 JA1031* NAVD 88 ORTHO HEIGHT -   134.939 (meters)      442.71  (feet) ADJUSTED
 JA1031  ______________________________________________________________________
 JA1031  GEOID HEIGHT    -        -31.636 (meters)                     GEOID18
 JA1031  DYNAMIC HEIGHT  -        134.850 (meters)      442.42  (feet) COMP
 JA1031  MODELED GRAVITY -    979,962.7   (mgal)                       NAVD 88
 JA1031
 JA1031  VERT ORDER      -  FIRST     CLASS II
 JA1031
 JA1031.The horizontal coordinates were scaled from a map and have
 JA1031.an estimated accuracy of +/- 6 seconds.
 JA1031
 JA1031.The orthometric height was determined by differential leveling and
 JA1031.adjusted by the NATIONAL GEODETIC SURVEY
 JA1031.in June 1991.
 JA1031
 JA1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1031.GEOID18 height accuracy estimate available here.
 JA1031
 JA1031.Click photographs - Photos may exist for this station.
 JA1031
 JA1031.The dynamic height is computed by dividing the NAVD 88
 JA1031.geopotential number by the normal gravity value computed on the
 JA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1031.degrees latitude (g = 980.6199 gals.).
 JA1031
 JA1031.The modeled gravity was interpolated from observed gravity values.
 JA1031
 JA1031;                    North         East    Units  Estimated Accuracy
 JA1031;SPC IN W     -   342,710.      868,330.      MT  (+/- 180 meters Scaled)
 JA1031
 JA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH610430(NAD 83)
 JA1031
 JA1031                          SUPERSEDED SURVEY CONTROL
 JA1031
 JA1031  NGVD 29 (??/??/92)  135.077  (m)          443.17   (f) ADJ UNCH    1 2
 JA1031
 JA1031.Superseded values are not recommended for survey control.
 JA1031
 JA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1031.See file dsdata.pdf to determine how the superseded data were derived.
 JA1031
 JA1031_MARKER: DB = BENCH MARK DISK
 JA1031_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA1031_SP_SET: BUILDING FOUNDATION
 JA1031_STAMPING: Y 331 1965
 JA1031_MARK LOGO: CGS
 JA1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1031+STABILITY: SURFACE MOTION
 JA1031
 JA1031  HISTORY     - Date     Condition        Report By
 JA1031  HISTORY     - 1965     MONUMENTED       CGS
 JA1031  HISTORY     - 1991     GOOD             USPSQD
 JA1031  HISTORY     - 20010808 GOOD             INDNR
 JA1031  HISTORY     - 20150404 GOOD             GEOCAC
 JA1031
 JA1031                          STATION DESCRIPTION
 JA1031
 JA1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1031'0.2 MI NE FROM FRANCISCO.
 JA1031'ABOUT 0.15 MILE NORTHEAST ALONG NORTH 3RD STREET FROM THE POST
 JA1031'OFFICE AT FRANCISCO, IN SECTION 18, T 2 S, R 9 W, AT THE ARTHUR
 JA1031'H. JAMES GRAIN ELEVATOR, 61 YARDS NORTHWEST OF THE CENTER LINE
 JA1031'OF NORTH 3RD STREET, 160 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 JA1031'THE MAIN TRACK OF THE SOUTHERN RAILWAY, SET VERTICALLY IN THE
 JA1031'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE BUILDING FOR
 JA1031'UNLOADING VEHICLES, 10.8 FEET SOUTHWEST OF THE CONCRETE FOUNDATION
 JA1031'SUPPORTING A DRYER, 7 INCHES NORTHEAST OF THE SOUTH WEST END OF THE
 JA1031'WALL OF THE BUILDING, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 JA1031
 JA1031                          STATION RECOVERY (1991)
 JA1031
 JA1031'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1031'RECOVERED IN GOOD CONDITION.
 JA1031
 JA1031                          STATION RECOVERY (2001)
 JA1031
 JA1031'RECOVERY NOTE BY IN DEPT OF NAT RES 2001 (RWW)
 JA1031'RECOVERED IN GOOD CONDITION.
 JA1031
 JA1031                          STATION RECOVERY (2015)
 JA1031
 JA1031'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 JA1031'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0622 ***********************************************************************
 MD0622  DESIGNATION -  Y 332
 MD0622  PID         -  MD0622
 MD0622  STATE/COUNTY-  IN/ALLEN
 MD0622  COUNTRY     -  US
 MD0622  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0622
 MD0622                         *CURRENT SURVEY CONTROL
 MD0622  ______________________________________________________________________
 MD0622* NAD 83(1986) POSITION- 41 04 12.     (N) 085 01 37.     (W)   SCALED
 MD0622* NAVD 88 ORTHO HEIGHT -   230.563 (meters)      756.44  (feet) ADJUSTED
 MD0622  ______________________________________________________________________
 MD0622  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 MD0622  DYNAMIC HEIGHT  -        230.470 (meters)      756.13  (feet) COMP
 MD0622  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 MD0622
 MD0622  VERT ORDER      -  FIRST     CLASS I
 MD0622
 MD0622.The horizontal coordinates were scaled from a map and have
 MD0622.an estimated accuracy of +/- 6 seconds.
 MD0622
 MD0622.The orthometric height was determined by differential leveling and
 MD0622.adjusted by the NATIONAL GEODETIC SURVEY
 MD0622.in June 1991.
 MD0622
 MD0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0622.GEOID18 height accuracy estimate available here.
 MD0622
 MD0622.Click photographs - Photos may exist for this station.
 MD0622
 MD0622.The dynamic height is computed by dividing the NAVD 88
 MD0622.geopotential number by the normal gravity value computed on the
 MD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0622.degrees latitude (g = 980.6199 gals.).
 MD0622
 MD0622.The modeled gravity was interpolated from observed gravity values.
 MD0622
 MD0622;                    North         East    Units  Estimated Accuracy
 MD0622;SPC IN E     -   646,530.      153,770.      MT  (+/- 180 meters Scaled)
 MD0622
 MD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL657484(NAD 83)
 MD0622
 MD0622                          SUPERSEDED SURVEY CONTROL
 MD0622
 MD0622  NGVD 29 (01/19/93)  230.723  (m)          756.96   (f) ADJUSTED    1 1
 MD0622  NGVD 29 (??/??/92)  230.723  (m)          756.96   (f) SUPERSEDED  1 1
 MD0622
 MD0622.Superseded values are not recommended for survey control.
 MD0622
 MD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0622.See file dsdata.pdf to determine how the superseded data were derived.
 MD0622
 MD0622_MARKER: DB = BENCH MARK DISK
 MD0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0622_SP_SET: BRIDGE RAIL
 MD0622_STAMPING: Y 332 1968
 MD0622_MARK LOGO: CGS
 MD0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0622+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0622
 MD0622  HISTORY     - Date     Condition        Report By
 MD0622  HISTORY     - 1968     MONUMENTED       CGS
 MD0622  HISTORY     - 19921015 GOOD             NGS
 MD0622
 MD0622                          STATION DESCRIPTION
 MD0622
 MD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0622'AT NEW HAVEN.
 MD0622'AT NEW HAVEN, 0.5 MILE WEST ALONG STATE HIGHWAY 14 AND U.S.
 MD0622'HIGHWAY 24 FROM THE JUNCTION OF U.S. HIGHWAY 24 LEADING NORTH AT
 MD0622'NEW HAVEN, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 MD0622'BANNISTER OF A 65-FOOT ARCHED BRIDGE OVER TRIER DITCH, 29.7 FEET
 MD0622'SOUTH OF THE CENTER LINE OF THE HIGHWAYS, 1.7 FEET WEST OF THE
 MD0622'EAST END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE
 MD0622'HIGHWAY.  (IN SECTION 11, R 13 E, T 30 N).
 MD0622
 MD0622                          STATION RECOVERY (1992)
 MD0622
 MD0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0622'0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF
 MD0622'STATE HIGHWAY 14 IN NEW HAVEN, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 MD0622'THE EAST END OF THE SOUTH CONCRETE RAIL OF A HIGHWAY BRIDGE SPANNING
 MD0622'TRIER DITCH, 26.9 M (88.3 FT) WEST OF THE CENTER OF STURM AVENUE, 9.1
 MD0622'M (29.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MD0622'HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0635 ***********************************************************************
 MD0635  DESIGNATION -  Y 333
 MD0635  PID         -  MD0635
 MD0635  STATE/COUNTY-  IN/ALLEN
 MD0635  COUNTRY     -  US
 MD0635  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0635
 MD0635                         *CURRENT SURVEY CONTROL
 MD0635  ______________________________________________________________________
 MD0635* NAD 83(1986) POSITION- 41 04 54.2    (N) 085 08 00.5    (W)   HD_HELD2
 MD0635* NAVD 88 ORTHO HEIGHT -   233.265 (meters)      765.30  (feet) ADJUSTED
 MD0635  ______________________________________________________________________
 MD0635  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 MD0635  DYNAMIC HEIGHT  -        233.173 (meters)      765.00  (feet) COMP
 MD0635  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 MD0635
 MD0635  VERT ORDER      -  FIRST     CLASS I
 MD0635
 MD0635.The horizontal coordinates were established by autonomous hand held GPS
 MD0635.observations and have an estimated accuracy of +/- 10 meters.
 MD0635
 MD0635.The orthometric height was determined by differential leveling and
 MD0635.adjusted by the NATIONAL GEODETIC SURVEY
 MD0635.in June 1991.
 MD0635
 MD0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0635.GEOID18 height accuracy estimate available here.
 MD0635
 MD0635.Click photographs - Photos may exist for this station.
 MD0635
 MD0635.The dynamic height is computed by dividing the NAVD 88
 MD0635.geopotential number by the normal gravity value computed on the
 MD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0635.degrees latitude (g = 980.6199 gals.).
 MD0635
 MD0635.The modeled gravity was interpolated from observed gravity values.
 MD0635
 MD0635;                    North         East    Units  Estimated Accuracy
 MD0635;SPC IN E     -   647,771.      144,804.      MT  (+/- 10 meters HH2 GPS)
 MD0635
 MD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5678749507(NAD 83)
 MD0635
 MD0635                          SUPERSEDED SURVEY CONTROL
 MD0635
 MD0635  NGVD 29 (01/19/93)  233.424  (m)          765.83   (f) ADJUSTED    1 1
 MD0635  NGVD 29 (??/??/92)  233.424  (m)          765.83   (f) SUPERSEDED  1 1
 MD0635
 MD0635.Superseded values are not recommended for survey control.
 MD0635
 MD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0635.See file dsdata.pdf to determine how the superseded data were derived.
 MD0635
 MD0635_MARKER: DB = BENCH MARK DISK
 MD0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0635_SP_SET: ABUTMENT
 MD0635_STAMPING: Y 333 1968
 MD0635_MARK LOGO: CGS
 MD0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0635+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 MD0635
 MD0635  HISTORY     - Date     Condition        Report By
 MD0635  HISTORY     - 1968     MONUMENTED       CGS
 MD0635  HISTORY     - 19921011 GOOD             NGS
 MD0635  HISTORY     - 20060729 GOOD             USPSQD
 MD0635
 MD0635                          STATION DESCRIPTION
 MD0635
 MD0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0635'AT FORT WAYNE.
 MD0635'AT FORT WAYNE, ABOUT 0.3 MILE NORTHEAST ALONG EAST MAIN STREET
 MD0635'FROM THE COURTHOUSE, AT THE JUNCTION OF EAST MAIN STREET AND CLAY
 MD0635'STREET, NEAR THE SOUTHWEST CORNER OF THE JUNCTION OF CLAY AND
 MD0635'COLUMBIA STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTH END
 MD0635'OF THE WEST ABUTMENT OF THE NORFOLK AND WESTERN RAILWAY OVERPASS
 MD0635'OVER CLAY STREET, 20 FEET NORTHWEST OF THE ROUNDED CURB OF CLAY
 MD0635'STREET, 3.9 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 2.8 FEET
 MD0635'ABOVE THE LEVEL OF THE SIDEWALK AND 3 1/2 FEET ABOVE THE LEVEL
 MD0635'OF THE STREETS.
 MD0635
 MD0635                          STATION RECOVERY (1992)
 MD0635
 MD0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0635'IN FORT WAYNE, AT THE INTERSECTION OF EAST MAIN AND CLAY STREETS, SET
 MD0635'VERTICALLY IN THE FACE OF THE WEST CONCRETE ABUTMENT OF THE NORTHERN
 MD0635'SOUTHERN RAILROAD OVERPASS OF CLAY STREET, 32.9 M (107.9 FT) NORTH OF
 MD0635'THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 24.8 M (81.4
 MD0635'FT) SOUTH OF THE CENTERLINE OF COLUMBIA STREET, 11.9 M (39.0 FT) WEST
 MD0635'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF CLAY STREET, 1.2 M (3.9
 MD0635'FT) SOUTH OF THE NORTH END OF THE ABUTMENT, AND 0.9 M (3.0 FT) ABOVE
 MD0635'THE LEVEL OF CLAY STREET.
 MD0635
 MD0635                          STATION RECOVERY (2006)
 MD0635
 MD0635'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 MD0635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0520 ***********************************************************************
 ME0520  DESIGNATION -  Y 334
 ME0520  PID         -  ME0520
 ME0520  STATE/COUNTY-  IN/STARKE
 ME0520  COUNTRY     -  US
 ME0520  USGS QUAD   -  HAMLET (2019)
 ME0520
 ME0520                         *CURRENT SURVEY CONTROL
 ME0520  ______________________________________________________________________
 ME0520* NAD 83(1986) POSITION- 41 22 54.     (N) 086 34 44.     (W)   SCALED
 ME0520* NAVD 88 ORTHO HEIGHT -   212.202 (meters)      696.20  (feet) ADJUSTED
 ME0520  ______________________________________________________________________
 ME0520  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 ME0520  DYNAMIC HEIGHT  -        212.116 (meters)      695.92  (feet) COMP
 ME0520  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 ME0520
 ME0520  VERT ORDER      -  FIRST     CLASS I
 ME0520
 ME0520.The horizontal coordinates were scaled from a map and have
 ME0520.an estimated accuracy of +/- 6 seconds.
 ME0520
 ME0520.The orthometric height was determined by differential leveling and
 ME0520.adjusted by the NATIONAL GEODETIC SURVEY
 ME0520.in April 1995.
 ME0520
 ME0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0520.GEOID18 height accuracy estimate available here.
 ME0520
 ME0520.Click photographs - Photos may exist for this station.
 ME0520
 ME0520.The dynamic height is computed by dividing the NAVD 88
 ME0520.geopotential number by the normal gravity value computed on the
 ME0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0520.degrees latitude (g = 980.6199 gals.).
 ME0520
 ME0520.The modeled gravity was interpolated from observed gravity values.
 ME0520
 ME0520;                    North         East    Units  Estimated Accuracy
 ME0520;SPC IN W     -   681,070.      942,190.      MT  (+/- 180 meters Scaled)
 ME0520
 ME0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL352812(NAD 83)
 ME0520
 ME0520                          SUPERSEDED SURVEY CONTROL
 ME0520
 ME0520  NAVD 88 (06/15/91)  212.198  (m)          696.19   (f) SUPERSEDED  1 1
 ME0520  NGVD 29 (01/19/93)  212.299  (m)          696.52   (f) ADJUSTED    1 1
 ME0520  NGVD 29 (??/??/92)  212.299  (m)          696.52   (f) SUPERSEDED  1 1
 ME0520
 ME0520.Superseded values are not recommended for survey control.
 ME0520
 ME0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0520.See file dsdata.pdf to determine how the superseded data were derived.
 ME0520
 ME0520_MARKER: DB = BENCH MARK DISK
 ME0520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0520_SP_SET: HEADWALL
 ME0520_STAMPING: Y 334 1968
 ME0520_MARK LOGO: CGS
 ME0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0520+STABILITY: SURFACE MOTION
 ME0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0520+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0520
 ME0520  HISTORY     - Date     Condition        Report By
 ME0520  HISTORY     - 1968     MONUMENTED       CGS
 ME0520  HISTORY     - 19920907 GOOD             NGS
 ME0520
 ME0520                          STATION DESCRIPTION
 ME0520
 ME0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0520'AT HAMLET.
 ME0520'AT HAMLET, ABOUT 0.15 MILE EAST ALONG THE PENN CENTRAL RAILROAD
 ME0520'FROM THE CROSSING OF STARKE STREET, IN SECTION 19, R 1 W, T 34 N,
 ME0520'ABOUT 10 RAILS EAST OF MILEPOST 398, AT THE NORTH-SOUTH CROSSING
 ME0520'OF THE PENN CENTRAL RAILROAD, ABOUT 35 YARDS NORTH OF AND ACROSS
 ME0520'THE EAST-WEST TRACK FROM THE NORTHEAST CORNER OF THE HAMLET SWITCH
 ME0520'TOWER, SET ON THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 ME0520'6 FOOT CONCRETE BOX CULVERT UNDER OLD U.S. HIGHWAY 30, 87 FEET
 ME0520'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 55.8 FEET EAST OF
 ME0520'THE EAST RAIL OF THE NORTH-SOUTH TRACK, 39 FEET SOUTH OF THE
 ME0520'CENTER LINE OF THE OLD HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE
 ME0520'HIGHWAY.
 ME0520
 ME0520                          STATION RECOVERY (1992)
 ME0520
 ME0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0520'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0520'HAMLET, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG THE CONRAIL RAILROAD,
 ME0520'IN TOP OF AND 3.7 M (12.1 FT) EAST OF THE WEST END OF THE SOUTH
 ME0520'CONCRETE HEADWALL OF A CULVERT UNDER OLD HIGHWAY 30, 31.3 M
 ME0520'(102.7 FT) NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 11.6 M
 ME0520'(38.1 FT) SOUTH OF THE HIGHWAY CENTER, AND 0.8 M (2.6 FT) BELOW THE
 ME0520'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1019 ***********************************************************************
 ME1019  DESIGNATION -  Y 335
 ME1019  PID         -  ME1019
 ME1019  STATE/COUNTY-  IN/LAKE
 ME1019  COUNTRY     -  US
 ME1019  USGS QUAD   -  WHITING (2019)
 ME1019
 ME1019                         *CURRENT SURVEY CONTROL
 ME1019  ______________________________________________________________________
 ME1019* NAD 83(1986) POSITION- 41 38 29.     (N) 087 25 58.     (W)   SCALED
 ME1019* NAVD 88 ORTHO HEIGHT -   179.399 (meters)      588.58  (feet) ADJUSTED
 ME1019  ______________________________________________________________________
 ME1019  GEOID HEIGHT    -        -33.559 (meters)                     GEOID18
 ME1019  DYNAMIC HEIGHT  -        179.335 (meters)      588.37  (feet) COMP
 ME1019  MODELED GRAVITY -    980,258.5   (mgal)                       NAVD 88
 ME1019
 ME1019  VERT ORDER      -  FIRST     CLASS I
 ME1019
 ME1019.The horizontal coordinates were scaled from a map and have
 ME1019.an estimated accuracy of +/- 6 seconds.
 ME1019
 ME1019.The orthometric height was determined by differential leveling and
 ME1019.adjusted by the NATIONAL GEODETIC SURVEY
 ME1019.in June 1991.
 ME1019
 ME1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1019.GEOID18 height accuracy estimate available here.
 ME1019
 ME1019.Click photographs - Photos may exist for this station.
 ME1019
 ME1019.The dynamic height is computed by dividing the NAVD 88
 ME1019.geopotential number by the normal gravity value computed on the
 ME1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1019.degrees latitude (g = 980.6199 gals.).
 ME1019
 ME1019.The modeled gravity was interpolated from observed gravity values.
 ME1019
 ME1019;                    North         East    Units  Estimated Accuracy
 ME1019;SPC IN W     -   709,850.      870,890.      MT  (+/- 180 meters Scaled)
 ME1019
 ME1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM639100(NAD 83)
 ME1019
 ME1019                          SUPERSEDED SURVEY CONTROL
 ME1019
 ME1019  NGVD 29 (??/??/92)  179.508  (m)          588.94   (f) ADJ UNCH    1 1
 ME1019
 ME1019.Superseded values are not recommended for survey control.
 ME1019
 ME1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1019.See file dsdata.pdf to determine how the superseded data were derived.
 ME1019
 ME1019_MARKER: DB = BENCH MARK DISK
 ME1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1019_STAMPING: Y 335 1968
 ME1019_MARK LOGO: CGS
 ME1019_PROJECTION: FLUSH
 ME1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1019
 ME1019  HISTORY     - Date     Condition        Report By
 ME1019  HISTORY     - 1968     MONUMENTED       CGS
 ME1019  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1019
 ME1019                          STATION DESCRIPTION
 ME1019
 ME1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1019'1 MI SE FROM INDIANA HARBOR.
 ME1019'ABOUT 1.05 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 ME1019'FROM THE CROSSING OF MICHIGAN AVENUE IN INDIANA HARBOR, IN
 ME1019'SECTION 22, R 9 W, T 37 N, 0.1 MILE SOUTHEAST OF MILEPOST 447,
 ME1019'AT THE CROSSING OF CLINE AVENUE, 77 FEET EAST OF THE CENTER OF THE
 ME1019'CROSSING OF THE NORTHEAST MAIN TRACK AND THE CENTER LINE OF
 ME1019'CLINE AVENUE, 52.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ME1019'NORTHEAST MAIN TRACK, 2 1/2 FEET NORTHWEST OF A TELEPHONE POLE,
 ME1019'IN LINE WITH A ROW OF POLES, 2 FEET SOUTHEAST OF A METAL WITNESS
 ME1019'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 ME1019'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 ME1019'PROTECTED BY A 6 INCH STEEL PIPE WHICH IS FLUSH WITH THE GROUND.
 ME1019'THE ROD WAS DRIVEN TO A DEPTH OF 79 FEET TO REFUSAL.
 ME1019
 ME1019                          STATION RECOVERY (1992)
 ME1019
 ME1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1019'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 ME1019'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1027 ***********************************************************************
 ME1027  DESIGNATION -  Y 336
 ME1027  PID         -  ME1027
 ME1027  STATE/COUNTY-  IN/LAKE
 ME1027  COUNTRY     -  US
 ME1027  USGS QUAD   -  WHITING (2019)
 ME1027
 ME1027                         *CURRENT SURVEY CONTROL
 ME1027  ______________________________________________________________________
 ME1027* NAD 83(1986) POSITION- 41 40 17.     (N) 087 28 30.     (W)   SCALED
 ME1027* NAVD 88 ORTHO HEIGHT -   179.904 (meters)      590.24  (feet) ADJUSTED
 ME1027  ______________________________________________________________________
 ME1027  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 ME1027  DYNAMIC HEIGHT  -        179.840 (meters)      590.03  (feet) COMP
 ME1027  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 ME1027
 ME1027  VERT ORDER      -  FIRST     CLASS I
 ME1027
 ME1027.The horizontal coordinates were scaled from a map and have
 ME1027.an estimated accuracy of +/- 6 seconds.
 ME1027
 ME1027.The orthometric height was determined by differential leveling and
 ME1027.adjusted by the NATIONAL GEODETIC SURVEY
 ME1027.in June 1991.
 ME1027
 ME1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1027.GEOID18 height accuracy estimate available here.
 ME1027
 ME1027.Click photographs - Photos may exist for this station.
 ME1027
 ME1027.The dynamic height is computed by dividing the NAVD 88
 ME1027.geopotential number by the normal gravity value computed on the
 ME1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1027.degrees latitude (g = 980.6199 gals.).
 ME1027
 ME1027.The modeled gravity was interpolated from observed gravity values.
 ME1027
 ME1027;                    North         East    Units  Estimated Accuracy
 ME1027;SPC IN W     -   713,200.      867,390.      MT  (+/- 180 meters Scaled)
 ME1027
 ME1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM604134(NAD 83)
 ME1027
 ME1027                          SUPERSEDED SURVEY CONTROL
 ME1027
 ME1027  NGVD 29 (??/??/92)  180.014  (m)          590.60   (f) ADJ UNCH    1 1
 ME1027
 ME1027.Superseded values are not recommended for survey control.
 ME1027
 ME1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1027.See file dsdata.pdf to determine how the superseded data were derived.
 ME1027
 ME1027_MARKER: DB = BENCH MARK DISK
 ME1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1027_SP_SET: FOUNDATION
 ME1027_STAMPING: Y 336 1968
 ME1027_MARK LOGO: CGS
 ME1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1027
 ME1027  HISTORY     - Date     Condition        Report By
 ME1027  HISTORY     - 1968     MONUMENTED       CGS
 ME1027  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1027
 ME1027                          STATION DESCRIPTION
 ME1027
 ME1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1027'0.9 MI SE FROM WHITING.
 ME1027'ABOUT 0.9 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1027'THE CROSSING OF 119 TH STREET AT WHITING, IN SECTION 8, R 9 W,
 ME1027'T 37 N, AT THE UNION CARBIDE CHEMICAL COMPANY PLANT, SET
 ME1027'VERTICALLY IN THE SOUTHWEST FACE AND AT THE WEST CORNER OF THE
 ME1027'CONCRETE FOUNDATION OF THE OFFICE BUILDING, 119.3 FEET NORTHEAST
 ME1027'OF AND ACROSS ONE SIDE TRACK AND THE BLACK TOP ROAD FROM THE
 ME1027'NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 1.6 FEET SOUTHEAST OF
 ME1027'THE WEST CORNER OF THE BUILDING, 40 FEET EAST OF THE CENTER OF
 ME1027'GATE NO. 2, 1.5 FEET ABOVE THE LEVEL OF THE GROUND AND LEVEL
 ME1027'WITH THE TRACK.
 ME1027
 ME1027                          STATION RECOVERY (1992)
 ME1027
 ME1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1027'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0681 ***********************************************************************
 KA0681  DESIGNATION -  Y 34
 KA0681  PID         -  KA0681
 KA0681  STATE/COUNTY-  IN/MONTGOMERY
 KA0681  COUNTRY     -  US
 KA0681  USGS QUAD   -  LADOGA (2019)
 KA0681
 KA0681                         *CURRENT SURVEY CONTROL
 KA0681  ______________________________________________________________________
 KA0681* NAD 83(1986) POSITION- 39 58 51.     (N) 086 45 25.     (W)   SCALED
 KA0681* NAVD 88 ORTHO HEIGHT -   262.764 (meters)      862.08  (feet) ADJUSTED
 KA0681  ______________________________________________________________________
 KA0681  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 KA0681  DYNAMIC HEIGHT  -        262.622 (meters)      861.62  (feet) COMP
 KA0681  MODELED GRAVITY -    980,077.5   (mgal)                       NAVD 88
 KA0681
 KA0681  VERT ORDER      -  SECOND    CLASS 0
 KA0681
 KA0681.The horizontal coordinates were scaled from a map and have
 KA0681.an estimated accuracy of +/- 6 seconds.
 KA0681
 KA0681.The orthometric height was determined by differential leveling and
 KA0681.adjusted by the NATIONAL GEODETIC SURVEY
 KA0681.in June 1991.
 KA0681
 KA0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0681.GEOID18 height accuracy estimate available here.
 KA0681
 KA0681.Click photographs - Photos may exist for this station.
 KA0681
 KA0681.The dynamic height is computed by dividing the NAVD 88
 KA0681.geopotential number by the normal gravity value computed on the
 KA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0681.degrees latitude (g = 980.6199 gals.).
 KA0681
 KA0681.The modeled gravity was interpolated from observed gravity values.
 KA0681
 KA0681;                    North         East    Units  Estimated Accuracy
 KA0681;SPC IN W     -   525,440.      927,880.      MT  (+/- 180 meters Scaled)
 KA0681
 KA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK207256(NAD 83)
 KA0681
 KA0681                          SUPERSEDED SURVEY CONTROL
 KA0681
 KA0681  NGVD 29 (??/??/92)  262.864  (m)          862.41   (f) ADJ UNCH    2 0
 KA0681
 KA0681.Superseded values are not recommended for survey control.
 KA0681
 KA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0681.See file dsdata.pdf to determine how the superseded data were derived.
 KA0681
 KA0681_MARKER: DB = BENCH MARK DISK
 KA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0681_STAMPING: Y 34 1934
 KA0681_MARK LOGO: CGS
 KA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0681+STABILITY: SURFACE MOTION
 KA0681
 KA0681  HISTORY     - Date     Condition        Report By
 KA0681  HISTORY     - 1934     MONUMENTED       CGS
 KA0681  HISTORY     - 1946     GOOD             CGS
 KA0681
 KA0681                          STATION DESCRIPTION
 KA0681
 KA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0681'2.4 MI NW FROM NEW ROSS.
 KA0681'RECOVERED AS FOLLOWS-- 2.4 MILES NORTHWEST ALONG THE PEORIA AND
 KA0681'EASTERN RAILWAY FROM THE STATION AT NEW ROSS, 3.5 FEET NORTHWEST
 KA0681'OF POLE 35/16, AT THE CROSSING OF A NORTH-AND-SOUTH ASPHALT
 KA0681'ROAD, 44 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 24 FEET
 KA0681'EAST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHWEST OF THE
 KA0681'SOUTHWEST RAIL OF THE TRACK, 5 FEET NORTHEAST OF AN ANGLE IRON
 KA0681'FENCE POST, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 KA0681'ABOUT 3 FEET LOWER THAN THE CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2150 ***********************************************************************
 ME2150  DESIGNATION -  Y 349
 ME2150  PID         -  ME2150
 ME2150  STATE/COUNTY-  IN/LA PORTE
 ME2150  COUNTRY     -  US
 ME2150  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2150
 ME2150                         *CURRENT SURVEY CONTROL
 ME2150  ______________________________________________________________________
 ME2150* NAD 83(1986) POSITION- 41 42 50.     (N) 086 54 51.     (W)   SCALED
 ME2150* NAVD 88 ORTHO HEIGHT -   181.840 (meters)      596.59  (feet) ADJUSTED
 ME2150  ______________________________________________________________________
 ME2150  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 ME2150  DYNAMIC HEIGHT  -        181.774 (meters)      596.37  (feet) COMP
 ME2150  MODELED GRAVITY -    980,256.9   (mgal)                       NAVD 88
 ME2150
 ME2150  VERT ORDER      -  FIRST     CLASS II
 ME2150
 ME2150.The horizontal coordinates were scaled from a map and have
 ME2150.an estimated accuracy of +/- 6 seconds.
 ME2150
 ME2150.The orthometric height was determined by differential leveling and
 ME2150.adjusted by the NATIONAL GEODETIC SURVEY
 ME2150.in June 1991.
 ME2150
 ME2150.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2150.GEOID18 height accuracy estimate available here.
 ME2150
 ME2150.Click photographs - Photos may exist for this station.
 ME2150
 ME2150.The dynamic height is computed by dividing the NAVD 88
 ME2150.geopotential number by the normal gravity value computed on the
 ME2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2150.degrees latitude (g = 980.6199 gals.).
 ME2150
 ME2150.The modeled gravity was interpolated from observed gravity values.
 ME2150
 ME2150;                    North         East    Units  Estimated Accuracy
 ME2150;SPC IN W     -   717,850.      914,080.      MT  (+/- 180 meters Scaled)
 ME2150
 ME2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM071180(NAD 83)
 ME2150
 ME2150                          SUPERSEDED SURVEY CONTROL
 ME2150
 ME2150  NGVD 29 (01/19/93)  181.948  (m)          596.94   (f) ADJUSTED    1 2
 ME2150
 ME2150.Superseded values are not recommended for survey control.
 ME2150
 ME2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2150.See file dsdata.pdf to determine how the superseded data were derived.
 ME2150
 ME2150_MARKER: I = METAL ROD
 ME2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2150_STAMPING: Y 349 1985
 ME2150_MARK LOGO: NGS
 ME2150_PROJECTION: RECESSED 3 CENTIMETERS
 ME2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2150_ROD/PIPE-DEPTH: 17.4 meters
 ME2150
 ME2150  HISTORY     - Date     Condition        Report By
 ME2150  HISTORY     - 1985     MONUMENTED       NGS
 ME2150
 ME2150                          STATION DESCRIPTION
 ME2150
 ME2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2150'IN MICHIGAN CITY.
 ME2150'IN MICHIGAN CITY, AT THE INTERSECTION OF U.S. HIGHWAY 12 (WEST 4TH
 ME2150'STREET) AND FRANCISCO STREET, 13.0 M (42.7 FT) SOUTHEAST OF THE SOUTH
 ME2150'CORNER OF A HOUSE AT 733 WEST 4TH STREET, 11.1 M (36.4 FT) EAST OF THE
 ME2150'CENTER OF THE STREET, 8.6 M (28.2 FT) NORTHWEST OF THE CENTERLINE OF
 ME2150'THE HIGHWAY, AND 1.3 M (4.3 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER
 ME2150'234 920.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2150'CAP.
 ME2150'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0768 ***********************************************************************
 LA0768  DESIGNATION -  Y 35
 LA0768  PID         -  LA0768
 LA0768  STATE/COUNTY-  IN/HUNTINGTON
 LA0768  COUNTRY     -  US
 LA0768  USGS QUAD   -  MAJENICA (2019)
 LA0768
 LA0768                         *CURRENT SURVEY CONTROL
 LA0768  ______________________________________________________________________
 LA0768* NAD 83(1986) POSITION- 40 52 28.     (N) 085 28 39.     (W)   SCALED
 LA0768* NAVD 88 ORTHO HEIGHT -   226.312 (meters)      742.49  (feet) ADJUSTED
 LA0768  ______________________________________________________________________
 LA0768  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 LA0768  DYNAMIC HEIGHT  -        226.206 (meters)      742.14  (feet) COMP
 LA0768  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 LA0768
 LA0768  VERT ORDER      -  SECOND    CLASS 0
 LA0768
 LA0768.The horizontal coordinates were scaled from a map and have
 LA0768.an estimated accuracy of +/- 6 seconds.
 LA0768
 LA0768.The orthometric height was determined by differential leveling and
 LA0768.adjusted by the NATIONAL GEODETIC SURVEY
 LA0768.in June 1991.
 LA0768
 LA0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0768.GEOID18 height accuracy estimate available here.
 LA0768
 LA0768.Click photographs - Photos may exist for this station.
 LA0768
 LA0768.The dynamic height is computed by dividing the NAVD 88
 LA0768.geopotential number by the normal gravity value computed on the
 LA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0768.degrees latitude (g = 980.6199 gals.).
 LA0768
 LA0768.The modeled gravity was interpolated from observed gravity values.
 LA0768
 LA0768;                    North         East    Units  Estimated Accuracy
 LA0768;SPC IN E     -   624,630.      115,950.      MT  (+/- 180 meters Scaled)
 LA0768
 LA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL282259(NAD 83)
 LA0768
 LA0768                          SUPERSEDED SURVEY CONTROL
 LA0768
 LA0768  NGVD 29 (??/??/92)  226.451  (m)          742.95   (f) ADJ UNCH    2 0
 LA0768
 LA0768.Superseded values are not recommended for survey control.
 LA0768
 LA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0768.See file dsdata.pdf to determine how the superseded data were derived.
 LA0768
 LA0768_MARKER: DB = BENCH MARK DISK
 LA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0768_STAMPING: Y 35 1934
 LA0768_MARK LOGO: CGS
 LA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0768+STABILITY: SURFACE MOTION
 LA0768
 LA0768  HISTORY     - Date     Condition        Report By
 LA0768  HISTORY     - 1934     MONUMENTED       CGS
 LA0768
 LA0768                          STATION DESCRIPTION
 LA0768
 LA0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0768'AT HUNTINGTON.
 LA0768'AT HUNTINGTON, HUNTINGTON COUNTY, ON THE ERIE RAILROAD, 0.7
 LA0768'MILE SOUTHEAST OF THE STATION, AT THE CROSSING OF TAYLOR STREET,
 LA0768'60 FEET SOUTHEAST OF THE CENTERLINE OF TAYLOR STREET, 12 FEET
 LA0768'WEST OF THE WEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LA0768'TRACK.  A STANDARD DISK, STAMPED Y 35 1934 AND SET IN THE TOP
 LA0768'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1674 ***********************************************************************
 KA1674  DESIGNATION -  Y 350
 KA1674  PID         -  KA1674
 KA1674  STATE/COUNTY-  IN/PUTNAM
 KA1674  COUNTRY     -  US
 KA1674  USGS QUAD   -  CLOVERDALE (2019)
 KA1674
 KA1674                         *CURRENT SURVEY CONTROL
 KA1674  ______________________________________________________________________
 KA1674* NAD 83(1986) POSITION- 39 34 46.49   (N) 086 50 05.84   (W)   HD_HELD1
 KA1674* NAVD 88 ORTHO HEIGHT -   235.472 (meters)      772.54  (feet) ADJUSTED
 KA1674  ______________________________________________________________________
 KA1674  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KA1674  DYNAMIC HEIGHT  -        235.338 (meters)      772.10  (feet) COMP
 KA1674  MODELED GRAVITY -    980,052.7   (mgal)                       NAVD 88
 KA1674
 KA1674  VERT ORDER      -  FIRST     CLASS II
 KA1674
 KA1674.The horizontal coordinates were determined by differentially corrected
 KA1674.hand held GPS observations or other comparable positioning techniques
 KA1674.and have an estimated accuracy of +/- 3 meters.
 KA1674
 KA1674.The orthometric height was determined by differential leveling and
 KA1674.adjusted by the NATIONAL GEODETIC SURVEY
 KA1674.in June 1991.
 KA1674
 KA1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1674.GEOID18 height accuracy estimate available here.
 KA1674
 KA1674.Click photographs - Photos may exist for this station.
 KA1674
 KA1674.The dynamic height is computed by dividing the NAVD 88
 KA1674.geopotential number by the normal gravity value computed on the
 KA1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1674.degrees latitude (g = 980.6199 gals.).
 KA1674
 KA1674.The modeled gravity was interpolated from observed gravity values.
 KA1674
 KA1674;                    North         East    Units  Estimated Accuracy
 KA1674;SPC IN W     -   480,869.2     921,338.7     MT  (+/- 3 meters HH1 GPS) 
 KA1674
 KA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1417481109(NAD 83)
 KA1674
 KA1674                          SUPERSEDED SURVEY CONTROL
 KA1674
 KA1674.No superseded survey control is available for this station.
 KA1674
 KA1674_MARKER: DV = VERTICAL CONTROL DISK
 KA1674_SETTING: 66 = SET IN ROCK OUTCROP
 KA1674_STAMPING: Y 350 1985
 KA1674_MARK LOGO: NGS
 KA1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1674+STABILITY: POSITION/ELEVATION WELL
 KA1674
 KA1674  HISTORY     - Date     Condition        Report By
 KA1674  HISTORY     - 1985     MONUMENTED       NGS
 KA1674
 KA1674                          STATION DESCRIPTION
 KA1674
 KA1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1674'26.1 KM (16.2 MI) NE FROM BRAZIL.
 KA1674'26.1 KM (16.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1674'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, NEAR THE CENTER OF THE
 KA1674'WESTERN 1/2 OF A 3 BY 7 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 KA1674'37.7 M (123.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD, AND 8.5 M
 KA1674'(27.9 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 KA1674'THE MARK IS 8.3 METERS  S FROM  A WITNESS POST AND FENCE
 KA1674'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1579 ***********************************************************************
 JA1579  DESIGNATION -  Y 351
 JA1579  PID         -  JA1579
 JA1579  STATE/COUNTY-  IN/PIKE
 JA1579  COUNTRY     -  US
 JA1579  USGS QUAD   -  PETERSBURG (2019)
 JA1579
 JA1579                         *CURRENT SURVEY CONTROL
 JA1579  ______________________________________________________________________
 JA1579* NAD 83(1986) POSITION- 38 29 41.     (N) 087 16 06.     (W)   SCALED
 JA1579* NAVD 88 ORTHO HEIGHT -   153.044 (meters)      502.11  (feet) ADJUSTED
 JA1579  ______________________________________________________________________
 JA1579  GEOID HEIGHT    -        -32.031 (meters)                     GEOID18
 JA1579  DYNAMIC HEIGHT  -        152.945 (meters)      501.79  (feet) COMP
 JA1579  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA1579
 JA1579  VERT ORDER      -  FIRST     CLASS II
 JA1579
 JA1579.The horizontal coordinates were scaled from a map and have
 JA1579.an estimated accuracy of +/- 6 seconds.
 JA1579
 JA1579.The orthometric height was determined by differential leveling and
 JA1579.adjusted by the NATIONAL GEODETIC SURVEY
 JA1579.in June 1991.
 JA1579
 JA1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1579.GEOID18 height accuracy estimate available here.
 JA1579
 JA1579.Click photographs - Photos may exist for this station.
 JA1579
 JA1579.The dynamic height is computed by dividing the NAVD 88
 JA1579.geopotential number by the normal gravity value computed on the
 JA1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1579.degrees latitude (g = 980.6199 gals.).
 JA1579
 JA1579.The modeled gravity was interpolated from observed gravity values.
 JA1579
 JA1579;                    North         East    Units  Estimated Accuracy
 JA1579;SPC IN W     -   360,420.      883,860.      MT  (+/- 180 meters Scaled)
 JA1579
 JA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH766607(NAD 83)
 JA1579
 JA1579                          SUPERSEDED SURVEY CONTROL
 JA1579
 JA1579.No superseded survey control is available for this station.
 JA1579
 JA1579_MARKER: I = METAL ROD
 JA1579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1579+WITH SETTING: INFORMATION.
 JA1579_STAMPING: Y 351 1986
 JA1579_MARK LOGO: NGS
 JA1579_PROJECTION: RECESSED 2 CENTIMETERS
 JA1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1579+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 JA1579_ROD/PIPE-DEPTH: 2.7 meters
 JA1579
 JA1579  HISTORY     - Date     Condition        Report By
 JA1579  HISTORY     - 1986     MONUMENTED       NGS
 JA1579  HISTORY     - 20050707 GOOD             HANPRO
 JA1579
 JA1579                          STATION DESCRIPTION
 JA1579
 JA1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1579'IN PETERSBURG.
 JA1579'IN PETERSBURG, AT THE INTERSECTION OF EASTWOOD DRIVE AND HILL ROAD,
 JA1579'27.5 M (90.2 FT) NORTH OF THE EXTENDED ROAD CENTER, 22.9 M (75.1 FT)
 JA1579'SOUTH OF THE CENTER OF A DRIVEWAY, 17.7 M (58.1 FT) EAST-SOUTHEAST OF
 JA1579'THE SOUTHEAST CORNER OF A HOUSE, 6.9 M (22.6 FT) WEST OF THE DRIVE
 JA1579'CENTER, AND 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 JA1579'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1579'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 JA1579
 JA1579                          STATION RECOVERY (2005)
 JA1579
 JA1579'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 JA1579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1693 ***********************************************************************
 KA1693  DESIGNATION -  Y 352
 KA1693  PID         -  KA1693
 KA1693  STATE/COUNTY-  IN/VIGO
 KA1693  COUNTRY     -  US
 KA1693  USGS QUAD   -  SEELYVILLE (2019)
 KA1693
 KA1693                         *CURRENT SURVEY CONTROL
 KA1693  ______________________________________________________________________
 KA1693* NAD 83(1986) POSITION- 39 26 54.     (N) 087 21 04.     (W)   SCALED
 KA1693* NAVD 88 ORTHO HEIGHT -   169.937 (meters)      557.54  (feet) ADJUSTED
 KA1693  ______________________________________________________________________
 KA1693  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KA1693  DYNAMIC HEIGHT  -        169.841 (meters)      557.22  (feet) COMP
 KA1693  MODELED GRAVITY -    980,053.7   (mgal)                       NAVD 88
 KA1693
 KA1693  VERT ORDER      -  FIRST     CLASS II
 KA1693
 KA1693.The horizontal coordinates were scaled from a map and have
 KA1693.an estimated accuracy of +/- 6 seconds.
 KA1693
 KA1693.The orthometric height was determined by differential leveling and
 KA1693.adjusted by the NATIONAL GEODETIC SURVEY
 KA1693.in June 1991.
 KA1693
 KA1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1693.GEOID18 height accuracy estimate available here.
 KA1693
 KA1693.Click photographs - Photos may exist for this station.
 KA1693
 KA1693.The dynamic height is computed by dividing the NAVD 88
 KA1693.geopotential number by the normal gravity value computed on the
 KA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1693.degrees latitude (g = 980.6199 gals.).
 KA1693
 KA1693.The modeled gravity was interpolated from observed gravity values.
 KA1693
 KA1693;                    North         East    Units  Estimated Accuracy
 KA1693;SPC IN W     -   466,300.      876,950.      MT  (+/- 180 meters Scaled)
 KA1693
 KA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ697665(NAD 83)
 KA1693
 KA1693                          SUPERSEDED SURVEY CONTROL
 KA1693
 KA1693.No superseded survey control is available for this station.
 KA1693
 KA1693_MARKER: I = METAL ROD
 KA1693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1693_STAMPING: Y 352 1985
 KA1693_MARK LOGO: NGS
 KA1693_PROJECTION: FLUSH
 KA1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1693+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 KA1693_ROD/PIPE-DEPTH: 9.8 meters
 KA1693
 KA1693  HISTORY     - Date     Condition        Report By
 KA1693  HISTORY     - 1985     MONUMENTED       NGS
 KA1693  HISTORY     - 20110111 GOOD             FARNGP
 KA1693
 KA1693                          STATION DESCRIPTION
 KA1693
 KA1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1693'2.4 KM (1.5 MI) EAST FROM TERRE HAUTE.
 KA1693'2.4 KM (1.5 MI) EASTERLY ALONG HULMAN STREET FROM ITS JUNCTION WITH
 KA1693'25TH STREET IN SOUTHEAST TERRE HAUTE, 19.7 M (64.6 FT) WEST OF THE
 KA1693'CENTER OF PAUL-DRESSER AVENUE, 5.2 M (17.1 FT) NORTH OF THE CENTER OF
 KA1693'THE STREET, AND 0.7 M (2.3 FT) EAST OF UTILITY POLE NUMBER 4536 WITH
 KA1693'THREE GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KA1693'LOGO CAP.
 KA1693'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KA1693'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KA1693
 KA1693                          STATION RECOVERY (2011)
 KA1693
 KA1693'RECOVERY NOTE BY FARNSWORTH GROUP 2011 (KDV)
 KA1693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1722 ***********************************************************************
 KA1722  DESIGNATION -  Y 353
 KA1722  PID         -  KA1722
 KA1722  STATE/COUNTY-  IN/GREENE
 KA1722  COUNTRY     -  US
 KA1722  USGS QUAD   -  SWITZ CITY (2019)
 KA1722
 KA1722                         *CURRENT SURVEY CONTROL
 KA1722  ______________________________________________________________________
 KA1722* NAD 83(1986) POSITION- 39 00 32.63   (N) 087 00 59.94   (W)   HD_HELD1
 KA1722* NAVD 88 ORTHO HEIGHT -   149.097 (meters)      489.16  (feet) ADJUSTED
 KA1722  ______________________________________________________________________
 KA1722  GEOID HEIGHT    -        -32.708 (meters)                     GEOID18
 KA1722  DYNAMIC HEIGHT  -        149.006 (meters)      488.86  (feet) COMP
 KA1722  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 KA1722
 KA1722  VERT ORDER      -  FIRST     CLASS II
 KA1722
 KA1722.The horizontal coordinates were determined by differentially corrected
 KA1722.hand held GPS observations or other comparable positioning techniques
 KA1722.and have an estimated accuracy of +/- 3 meters.
 KA1722
 KA1722.The orthometric height was determined by differential leveling and
 KA1722.adjusted by the NATIONAL GEODETIC SURVEY
 KA1722.in June 1991.
 KA1722
 KA1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1722.GEOID18 height accuracy estimate available here.
 KA1722
 KA1722.Click photographs - Photos may exist for this station.
 KA1722
 KA1722.The dynamic height is computed by dividing the NAVD 88
 KA1722.geopotential number by the normal gravity value computed on the
 KA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1722.degrees latitude (g = 980.6199 gals.).
 KA1722
 KA1722.The modeled gravity was interpolated from observed gravity values.
 KA1722
 KA1722;                    North         East    Units  Estimated Accuracy
 KA1722;SPC IN W     -   417,504.6     905,775.6     MT  (+/- 3 meters HH1 GPS) 
 KA1722
 KA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9855817782(NAD 83)
 KA1722
 KA1722                          SUPERSEDED SURVEY CONTROL
 KA1722
 KA1722.No superseded survey control is available for this station.
 KA1722
 KA1722_MARKER: I = METAL ROD
 KA1722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1722_STAMPING: Y 353 1985
 KA1722_MARK LOGO: NGS
 KA1722_PROJECTION: FLUSH
 KA1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1722_ROD/PIPE-DEPTH: 18.3 meters
 KA1722
 KA1722  HISTORY     - Date     Condition        Report By
 KA1722  HISTORY     - 1985     MONUMENTED       NGS
 KA1722
 KA1722                          STATION DESCRIPTION
 KA1722
 KA1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1722'13.3 KM (8.25 MI) SW FROM WORTHINGTON.
 KA1722'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 KA1722'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 7.9 KM (4.9 MI)
 KA1722'SOUTHERLY ALONG STATE HIGHWAY 57, 30.5 M (100.1 FT) WEST OF THE
 KA1722'CENTERLINE OF THE HIGHWAY, AND 5.3 M (17.4 FT) NORTH OF THE CENTER OF
 KA1722'A GRAVELED ROAD LEADING WEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1722'THROUGH A 5-INCH LOGO CAP.
 KA1722'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KA1722'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1720 ***********************************************************************
 KA1720  DESIGNATION -  Y 354
 KA1720  PID         -  KA1720
 KA1720  STATE/COUNTY-  IN/GREENE
 KA1720  COUNTRY     -  US
 KA1720  USGS QUAD   -  SWITZ CITY (2019)
 KA1720
 KA1720                         *CURRENT SURVEY CONTROL
 KA1720  ______________________________________________________________________
 KA1720* NAD 83(1986) POSITION- 39 03 32.     (N) 087 00 42.     (W)   SCALED
 KA1720* NAVD 88 ORTHO HEIGHT -   155.882 (meters)      511.42  (feet) ADJUSTED
 KA1720  ______________________________________________________________________
 KA1720  GEOID HEIGHT    -        -32.717 (meters)                     GEOID18
 KA1720  DYNAMIC HEIGHT  -        155.787 (meters)      511.11  (feet) COMP
 KA1720  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 KA1720
 KA1720  VERT ORDER      -  FIRST     CLASS II
 KA1720
 KA1720.The horizontal coordinates were scaled from a map and have
 KA1720.an estimated accuracy of +/- 6 seconds.
 KA1720
 KA1720.The orthometric height was determined by differential leveling and
 KA1720.adjusted by the NATIONAL GEODETIC SURVEY
 KA1720.in June 1991.
 KA1720
 KA1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1720.GEOID18 height accuracy estimate available here.
 KA1720
 KA1720.Click photographs - Photos may exist for this station.
 KA1720
 KA1720.The dynamic height is computed by dividing the NAVD 88
 KA1720.geopotential number by the normal gravity value computed on the
 KA1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1720.degrees latitude (g = 980.6199 gals.).
 KA1720
 KA1720.The modeled gravity was interpolated from observed gravity values.
 KA1720
 KA1720;                    North         East    Units  Estimated Accuracy
 KA1720;SPC IN W     -   423,040.      906,200.      MT  (+/- 180 meters Scaled)
 KA1720
 KA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ989233(NAD 83)
 KA1720
 KA1720                          SUPERSEDED SURVEY CONTROL
 KA1720
 KA1720.No superseded survey control is available for this station.
 KA1720
 KA1720_MARKER: I = METAL ROD
 KA1720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1720_STAMPING: Y 354 1985
 KA1720_MARK LOGO: NGS
 KA1720_PROJECTION: FLUSH
 KA1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1720_ROD/PIPE-DEPTH: 9.5 meters
 KA1720
 KA1720  HISTORY     - Date     Condition        Report By
 KA1720  HISTORY     - 1985     MONUMENTED       NGS
 KA1720
 KA1720                          STATION DESCRIPTION
 KA1720
 KA1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1720'7.7 KM (4.8 MI) SW FROM WORTHINGTON.
 KA1720'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 KA1720'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 2.3 KM (1.45
 KA1720'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 86.2 M (282.8 FT) SOUTH OF THE
 KA1720'CENTER OF A PAVED ROAD LEADING EAST, 14.8 M (48.6 FT) EAST OF THE
 KA1720'CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE.
 KA1720'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1720'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KA1720'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2853 ***********************************************************************
 JZ2853  DESIGNATION -  Y 355
 JZ2853  PID         -  JZ2853
 JZ2853  STATE/COUNTY-  IN/SHELBY
 JZ2853  COUNTRY     -  US
 JZ2853  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2853
 JZ2853                         *CURRENT SURVEY CONTROL
 JZ2853  ______________________________________________________________________
 JZ2853* NAD 83(1986) POSITION- 39 35 04.     (N) 085 49 23.     (W)   SCALED
 JZ2853* NAVD 88 ORTHO HEIGHT -   241.618 (meters)      792.71  (feet) ADJUSTED
 JZ2853  ______________________________________________________________________
 JZ2853  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 JZ2853  DYNAMIC HEIGHT  -        241.478 (meters)      792.25  (feet) COMP
 JZ2853  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 JZ2853
 JZ2853  VERT ORDER      -  FIRST     CLASS II
 JZ2853
 JZ2853.The horizontal coordinates were scaled from a map and have
 JZ2853.an estimated accuracy of +/- 6 seconds.
 JZ2853
 JZ2853.The orthometric height was determined by differential leveling and
 JZ2853.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2853.in June 1991.
 JZ2853
 JZ2853.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2853.GEOID18 height accuracy estimate available here.
 JZ2853
 JZ2853.Click photographs - Photos may exist for this station.
 JZ2853
 JZ2853.The dynamic height is computed by dividing the NAVD 88
 JZ2853.geopotential number by the normal gravity value computed on the
 JZ2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2853.degrees latitude (g = 980.6199 gals.).
 JZ2853
 JZ2853.The modeled gravity was interpolated from observed gravity values.
 JZ2853
 JZ2853;                    North         East    Units  Estimated Accuracy
 JZ2853;SPC IN E     -   481,390.       86,570.      MT  (+/- 180 meters Scaled)
 JZ2853
 JZ2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ010822(NAD 83)
 JZ2853
 JZ2853                          SUPERSEDED SURVEY CONTROL
 JZ2853
 JZ2853.No superseded survey control is available for this station.
 JZ2853
 JZ2853_MARKER: DV = VERTICAL CONTROL DISK
 JZ2853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2853_SP_SET: BRIDGE ABUTMENT
 JZ2853_STAMPING: Y 355 1986
 JZ2853_MARK LOGO: NGS
 JZ2853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2853
 JZ2853  HISTORY     - Date     Condition        Report By
 JZ2853  HISTORY     - 1986     MONUMENTED       NGS
 JZ2853
 JZ2853                          STATION DESCRIPTION
 JZ2853
 JZ2853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2853'9.9 KM (6.15 MI) NW FROM SHELBYVILLE.
 JZ2853'9.9 KM (6.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2853'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, IN TOP OF AND 0.1 M
 JZ2853'(0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE WEST CONCRETE ABUTMENT
 JZ2853'OF THE FAIRLAND ROAD OVERPASS OF THE HIGHWAY, AND 23.0 M (75.5 FT)
 JZ2853'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 JZ2853'HIGHWAY.
 JZ2853'THE MARK IS 1.1 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1290 ***********************************************************************
 HA1290  DESIGNATION -  Y 356
 HA1290  PID         -  HA1290
 HA1290  STATE/COUNTY-  IN/VANDERBURGH
 HA1290  COUNTRY     -  US
 HA1290  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1290
 HA1290                         *CURRENT SURVEY CONTROL
 HA1290  ______________________________________________________________________
 HA1290* NAD 83(1986) POSITION- 37 59 05.17   (N) 087 32 55.62   (W)   HD_HELD1
 HA1290* NAVD 88 ORTHO HEIGHT -   119.143 (meters)      390.89  (feet) ADJUSTED
 HA1290  ______________________________________________________________________
 HA1290  GEOID HEIGHT    -        -31.053 (meters)                     GEOID18
 HA1290  DYNAMIC HEIGHT  -        119.061 (meters)      390.62  (feet) COMP
 HA1290  MODELED GRAVITY -    979,940.4   (mgal)                       NAVD 88
 HA1290
 HA1290  VERT ORDER      -  FIRST     CLASS II
 HA1290
 HA1290.The horizontal coordinates were determined by differentially corrected
 HA1290.hand held GPS observations or other comparable positioning techniques
 HA1290.and have an estimated accuracy of +/- 3 meters.
 HA1290
 HA1290.The orthometric height was determined by differential leveling and
 HA1290.adjusted by the NATIONAL GEODETIC SURVEY
 HA1290.in June 1991.
 HA1290
 HA1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1290.GEOID18 height accuracy estimate available here.
 HA1290
 HA1290.Click photographs - Photos may exist for this station.
 HA1290
 HA1290.The dynamic height is computed by dividing the NAVD 88
 HA1290.geopotential number by the normal gravity value computed on the
 HA1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1290.degrees latitude (g = 980.6199 gals.).
 HA1290
 HA1290.The modeled gravity was interpolated from observed gravity values.
 HA1290
 HA1290;                    North         East    Units  Estimated Accuracy
 HA1290;SPC IN W     -   303,905.8     859,111.2     MT  (+/- 3 meters HH1 GPS) 
 HA1290
 HA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5180804267(NAD 83)
 HA1290
 HA1290                          SUPERSEDED SURVEY CONTROL
 HA1290
 HA1290.No superseded survey control is available for this station.
 HA1290
 HA1290_MARKER: F = FLANGE-ENCASED ROD
 HA1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1290_STAMPING: Y 356 1986
 HA1290_MARK LOGO: NGS
 HA1290_PROJECTION: RECESSED 1 CENTIMETERS
 HA1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1290+STABILITY: POSITION/ELEVATION WELL
 HA1290_ROD/PIPE-DEPTH: 15.2 meters
 HA1290
 HA1290  HISTORY     - Date     Condition        Report By
 HA1290  HISTORY     - 1986     MONUMENTED       NGS
 HA1290  HISTORY     - 19950110 GOOD             USPSQD
 HA1290  HISTORY     - 19981107 GOOD             USPSQD
 HA1290
 HA1290                          STATION DESCRIPTION
 HA1290
 HA1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1290'IN EVANSVILLE.
 HA1290'IN EVANSVILLE, AT THE INTERSECTION OF COLUMBIA STREET AND THE CONRAIL
 HA1290'RAILROAD, 9.8 M (32.2 FT) SOUTHEAST OF THE NEAR RAIL, 9.7 M (31.8 FT)
 HA1290'NORTH OF THE STREET CENTERLINE, 5.0 M (16.4 FT) WEST-NORTHWEST OF A
 HA1290'FIRE HYDRANT, 4.2 M (13.8 FT) WEST OF A FENCE CORNER, AND 1.1 M (3.6
 HA1290'FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 HA1290'THROUGH A 5-INCH LOGO CAP.
 HA1290'THE MARK IS ABOVE LEVEL WITH THE STREET.
 HA1290
 HA1290                          STATION RECOVERY (1995)
 HA1290
 HA1290'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1290'RECOVERED IN GOOD CONDITION.
 HA1290
 HA1290                          STATION RECOVERY (1998)
 HA1290
 HA1290'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2830 ***********************************************************************
 JZ2830  DESIGNATION -  Y 357
 JZ2830  PID         -  JZ2830
 JZ2830  STATE/COUNTY-  IN/DECATUR
 JZ2830  COUNTRY     -  US
 JZ2830  USGS QUAD   -  FOREST HILL (2019)
 JZ2830
 JZ2830                         *CURRENT SURVEY CONTROL
 JZ2830  ______________________________________________________________________
 JZ2830* NAD 83(1986) POSITION- 39 21 45.     (N) 085 30 58.     (W)   SCALED
 JZ2830* NAVD 88 ORTHO HEIGHT -   283.678 (meters)      930.70  (feet) ADJUSTED
 JZ2830  ______________________________________________________________________
 JZ2830  GEOID HEIGHT    -        -34.135 (meters)                     GEOID18
 JZ2830  DYNAMIC HEIGHT  -        283.501 (meters)      930.12  (feet) COMP
 JZ2830  MODELED GRAVITY -    979,998.5   (mgal)                       NAVD 88
 JZ2830
 JZ2830  VERT ORDER      -  FIRST     CLASS II
 JZ2830
 JZ2830.The horizontal coordinates were scaled from a map and have
 JZ2830.an estimated accuracy of +/- 6 seconds.
 JZ2830
 JZ2830.The orthometric height was determined by differential leveling and
 JZ2830.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2830.in June 1991.
 JZ2830
 JZ2830.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2830.GEOID18 height accuracy estimate available here.
 JZ2830
 JZ2830.Click photographs - Photos may exist for this station.
 JZ2830
 JZ2830.The dynamic height is computed by dividing the NAVD 88
 JZ2830.geopotential number by the normal gravity value computed on the
 JZ2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2830.degrees latitude (g = 980.6199 gals.).
 JZ2830
 JZ2830.The modeled gravity was interpolated from observed gravity values.
 JZ2830
 JZ2830;                    North         East    Units  Estimated Accuracy
 JZ2830;SPC IN E     -   456,750.      112,980.      MT  (+/- 180 meters Scaled)
 JZ2830
 JZ2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ278580(NAD 83)
 JZ2830
 JZ2830                          SUPERSEDED SURVEY CONTROL
 JZ2830
 JZ2830.No superseded survey control is available for this station.
 JZ2830
 JZ2830_MARKER: DV = VERTICAL CONTROL DISK
 JZ2830_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2830_SP_SET: PIER
 JZ2830_STAMPING: Y 357 1986
 JZ2830_MARK LOGO: NGS
 JZ2830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2830+STABILITY: POSITION/ELEVATION WELL
 JZ2830
 JZ2830  HISTORY     - Date     Condition        Report By
 JZ2830  HISTORY     - 1986     MONUMENTED       NGS
 JZ2830
 JZ2830                          STATION DESCRIPTION
 JZ2830
 JZ2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2830'3.1 KM (1.9 MI) NW FROM GREENSBURG.
 JZ2830'3.1 KM (1.95 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2830'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, SET VERTICALLY IN THE
 JZ2830'EAST FACE OF THE MOST EASTERLY 1 OF 4 COLUMNS OF THE FIRST PIER NORTH
 JZ2830'OF THE SOUTH ABUTMENT OF THE NORTHWEST BOUND STATE HIGHWAY 421
 JZ2830'OVERPASS OF THE SOUTHEAST BOUND LANES OF INTERSTATE HIGHWAY 74, AND
 JZ2830'7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 JZ2830'LANES OF THE INTERSTATE HIGHWAY.
 JZ2830'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2804 ***********************************************************************
 JZ2804  DESIGNATION -  Y 358
 JZ2804  PID         -  JZ2804
 JZ2804  STATE/COUNTY-  IN/DEARBORN
 JZ2804  COUNTRY     -  US
 JZ2804  USGS QUAD   -  CEDAR GROVE (2019)
 JZ2804
 JZ2804                         *CURRENT SURVEY CONTROL
 JZ2804  ______________________________________________________________________
 JZ2804* NAD 83(1986) POSITION- 39 17 05.     (N) 084 58 21.     (W)   SCALED
 JZ2804* NAVD 88 ORTHO HEIGHT -   306.077 (meters)     1004.19  (feet) ADJUSTED
 JZ2804  ______________________________________________________________________
 JZ2804  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 JZ2804  DYNAMIC HEIGHT  -        305.887 (meters)     1003.56  (feet) COMP
 JZ2804  MODELED GRAVITY -    979,999.1   (mgal)                       NAVD 88
 JZ2804
 JZ2804  VERT ORDER      -  FIRST     CLASS II
 JZ2804
 JZ2804.The horizontal coordinates were scaled from a map and have
 JZ2804.an estimated accuracy of +/- 6 seconds.
 JZ2804
 JZ2804.The orthometric height was determined by differential leveling and
 JZ2804.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2804.in June 1991.
 JZ2804
 JZ2804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2804.GEOID18 height accuracy estimate available here.
 JZ2804
 JZ2804.Click photographs - Photos may exist for this station.
 JZ2804
 JZ2804.The dynamic height is computed by dividing the NAVD 88
 JZ2804.geopotential number by the normal gravity value computed on the
 JZ2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2804.degrees latitude (g = 980.6199 gals.).
 JZ2804
 JZ2804.The modeled gravity was interpolated from observed gravity values.
 JZ2804
 JZ2804;                    North         East    Units  Estimated Accuracy
 JZ2804;SPC IN E     -   448,330.      159,890.      MT  (+/- 180 meters Scaled)
 JZ2804
 JZ2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ748503(NAD 83)
 JZ2804
 JZ2804                          SUPERSEDED SURVEY CONTROL
 JZ2804
 JZ2804.No superseded survey control is available for this station.
 JZ2804
 JZ2804_MARKER: DV = VERTICAL CONTROL DISK
 JZ2804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2804_SP_SET: PIER
 JZ2804_STAMPING: Y 358 1986
 JZ2804_MARK LOGO: NGS
 JZ2804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2804+STABILITY: POSITION/ELEVATION WELL
 JZ2804
 JZ2804  HISTORY     - Date     Condition        Report By
 JZ2804  HISTORY     - 1986     MONUMENTED       NGS
 JZ2804
 JZ2804                          STATION DESCRIPTION
 JZ2804
 JZ2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2804'22.1 KM (13.75 MI) EAST FROM BATESVILLE.
 JZ2804'22.1 KM (13.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2804'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, SET VERTICALLY IN THE
 JZ2804'SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 5 COLUMNS OF THE CENTER
 JZ2804'PIER OF STATE HIGHWAY 46 OVERPASS OF THE HIGHWAY, 13.2 M (43.3 FT)
 JZ2804'SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 JZ2804'AND 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE EAST BOUND
 JZ2804'LANES OF THE HIGHWAY.
 JZ2804'THE MARK IS 1.0 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1406 ***********************************************************************
 LA1406  DESIGNATION -  Y 36 RESET
 LA1406  PID         -  LA1406
 LA1406  STATE/COUNTY-  IN/GRANT
 LA1406  COUNTRY     -  US
 LA1406  USGS QUAD   -  GAS CITY (2019)
 LA1406
 LA1406                         *CURRENT SURVEY CONTROL
 LA1406  ______________________________________________________________________
 LA1406* NAD 83(1986) POSITION- 40 29 15.     (N) 085 37 12.     (W)   SCALED
 LA1406* NAVD 88 ORTHO HEIGHT -   259.15  (meters)      850.2   (feet) RESET
 LA1406  ______________________________________________________________________
 LA1406  GEOID HEIGHT    -        -34.262 (meters)                     GEOID18
 LA1406  VERT ORDER      -  THIRD
 LA1406
 LA1406.The horizontal coordinates were scaled from a map and have
 LA1406.an estimated accuracy of +/- 6 seconds.
 LA1406
 LA1406.The orthometric height was computed from unverified reset data.
 LA1406
 LA1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1406.GEOID18 height accuracy estimate available here.
 LA1406
 LA1406.Click photographs - Photos may exist for this station.
 LA1406
 LA1406;                    North         East    Units  Estimated Accuracy
 LA1406;SPC IN E     -   581,650.      103,960.      MT  (+/- 180 meters Scaled)
 LA1406
 LA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK169827(NAD 83)
 LA1406
 LA1406                          SUPERSEDED SURVEY CONTROL
 LA1406
 LA1406  NGVD 29 (??/??/??)  259.28   (m)          850.7    (f) RESET       3  
 LA1406
 LA1406.Superseded values are not recommended for survey control.
 LA1406
 LA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1406.See file dsdata.pdf to determine how the superseded data were derived.
 LA1406
 LA1406_MARKER: DB = BENCH MARK DISK
 LA1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1406_SP_SET: UNDERPASS WALL
 LA1406_STAMPING: Y 36 RESET 1970
 LA1406_MARK LOGO: CGS
 LA1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1406+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 LA1406
 LA1406  HISTORY     - Date     Condition        Report By
 LA1406  HISTORY     - 1970     MONUMENTED       LOCSUR
 LA1406  HISTORY     - 20041026 GOOD             INDIV
 LA1406
 LA1406                          STATION DESCRIPTION
 LA1406
 LA1406'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 LA1406'AT GAS CITY.
 LA1406'AT GAS CITY, SET IN THE TOP OF THE EAST WALL OF THE OLD PEDESTRIAN
 LA1406'UNDERPASS, 228 FEET NORTH OF THE CENTER LINE OF MAIN STREET
 LA1406'(STATE ROAD 22), 14 FEET WEST OF THE CENTER LINE OF THE EASTWARD
 LA1406'TRACK.
 LA1406
 LA1406                          STATION RECOVERY (2004)
 LA1406
 LA1406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JJ)
 LA1406'AT GAS CITY. SET IN TOP OF A 34.50' LONG CONCTRETE WALL LOCATED APPROX
 LA1406'228' NORTH OF MAIN ST (ST RD 22),JUST EAST OF WARD ST, AND WEST OF THE
 LA1406'RR TRACKS. MARKER IS LOCATED ON THE NORTH END OF THE CONCRETE WALL.
 LA1406'THE MARKER IS LOCATED 11.45' WEST OF THE WEST RAIL OF RR TRACKS,
 LA1406'69.50' FROM THE SOUTH EAST CORNER OF RESIDENTS NO.110 WARD ST.
 LA1406'80.50'NORTH EAST FROM LIGHTPOLE NO. G-MJ-17 LOCATED AT THE SOUTH WEST
 LA1406'CORNER OF THE FIRST ALLEY OFF WARD ST RUNNING WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2107 ***********************************************************************
 LB2107  DESIGNATION -  Y 361
 LB2107  PID         -  LB2107
 LB2107  STATE/COUNTY-  IN/VERMILLION
 LB2107  COUNTRY     -  US
 LB2107  USGS QUAD   -  PERRYSVILLE (2019)
 LB2107
 LB2107                         *CURRENT SURVEY CONTROL
 LB2107  ______________________________________________________________________
 LB2107* NAD 83(1986) POSITION- 40 07 15.     (N) 087 27 09.     (W)   SCALED
 LB2107* NAVD 88 ORTHO HEIGHT -   176.477 (meters)      578.99  (feet) ADJUSTED
 LB2107  ______________________________________________________________________
 LB2107  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 LB2107  DYNAMIC HEIGHT  -        176.386 (meters)      578.69  (feet) COMP
 LB2107  MODELED GRAVITY -    980,111.8   (mgal)                       NAVD 88
 LB2107
 LB2107  VERT ORDER      -  FIRST     CLASS II
 LB2107
 LB2107.The horizontal coordinates were scaled from a map and have
 LB2107.an estimated accuracy of +/- 6 seconds.
 LB2107
 LB2107.The orthometric height was determined by differential leveling and
 LB2107.adjusted by the NATIONAL GEODETIC SURVEY
 LB2107.in June 1991.
 LB2107
 LB2107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2107.GEOID18 height accuracy estimate available here.
 LB2107
 LB2107.Click photographs - Photos may exist for this station.
 LB2107
 LB2107.The dynamic height is computed by dividing the NAVD 88
 LB2107.geopotential number by the normal gravity value computed on the
 LB2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2107.degrees latitude (g = 980.6199 gals.).
 LB2107
 LB2107.The modeled gravity was interpolated from observed gravity values.
 LB2107
 LB2107;                    North         East    Units  Estimated Accuracy
 LB2107;SPC IN W     -   541,000.      868,530.      MT  (+/- 180 meters Scaled)
 LB2107
 LB2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614412(NAD 83)
 LB2107
 LB2107                          SUPERSEDED SURVEY CONTROL
 LB2107
 LB2107.No superseded survey control is available for this station.
 LB2107
 LB2107_MARKER: DV = VERTICAL CONTROL DISK
 LB2107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB2107_SP_SET: BRIDGE ABUTMENT
 LB2107_STAMPING: Y 361 1986
 LB2107_MARK LOGO: NGS
 LB2107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LB2107+STABILITY: POSITION/ELEVATION WELL
 LB2107
 LB2107  HISTORY     - Date     Condition        Report By
 LB2107  HISTORY     - 1986     MONUMENTED       NGS
 LB2107
 LB2107                          STATION DESCRIPTION
 LB2107
 LB2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2107'18.9 KM (11.75 MI) NORTH FROM CAYUGA.
 LB2107'18.9 KM (11.75 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 LB2107'WITH STATE HIGHWAY 234 IN CAYUGA, OR 16.7 KM (10.35 MI) EASTERLY ALONG
 LB2107'U.S. HIGHWAY 136 FROM ITS JUNCTION WITH U.S. HIGHWAY 150 IN DANVILLE,
 LB2107'ILLINOIS, THENCE 2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 63, IN TOP
 LB2107'OF AND 0.5 M (1.6 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 LB2107'ABUTMENT OF THE NORTH BOUND HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 74,
 LB2107'16.4 M (53.8 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 LB2107'THE HIGHWAY, AND 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF THE NORTH
 LB2107'BOUND LANES OF THE HIGHWAY.
 LB2107'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3389 ***********************************************************************
 ME3389  DESIGNATION -  Y 367
 ME3389  PID         -  ME3389
 ME3389  STATE/COUNTY-  IN/STARKE
 ME3389  COUNTRY     -  US
 ME3389  USGS QUAD   -  HAMLET (2019)
 ME3389
 ME3389                         *CURRENT SURVEY CONTROL
 ME3389  ______________________________________________________________________
 ME3389* NAD 83(1986) POSITION- 41 23 16.     (N) 086 37 14.     (W)   SCALED
 ME3389* NAVD 88 ORTHO HEIGHT -   208.745 (meters)      684.86  (feet) ADJUSTED
 ME3389  ______________________________________________________________________
 ME3389  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME3389  DYNAMIC HEIGHT  -        208.660 (meters)      684.58  (feet) COMP
 ME3389  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 ME3389
 ME3389  VERT ORDER      -  FIRST     CLASS II
 ME3389
 ME3389.The horizontal coordinates were scaled from a map and have
 ME3389.an estimated accuracy of +/- 6 seconds.
 ME3389
 ME3389.The orthometric height was determined by differential leveling and
 ME3389.adjusted by the NATIONAL GEODETIC SURVEY
 ME3389.in April 1995.
 ME3389
 ME3389.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3389.GEOID18 height accuracy estimate available here.
 ME3389
 ME3389.Click photographs - Photos may exist for this station.
 ME3389
 ME3389.The dynamic height is computed by dividing the NAVD 88
 ME3389.geopotential number by the normal gravity value computed on the
 ME3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3389.degrees latitude (g = 980.6199 gals.).
 ME3389
 ME3389.The modeled gravity was interpolated from observed gravity values.
 ME3389
 ME3389;                    North         East    Units  Estimated Accuracy
 ME3389;SPC IN W     -   681,730.      938,710.      MT  (+/- 180 meters Scaled)
 ME3389
 ME3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317818(NAD 83)
 ME3389
 ME3389                          SUPERSEDED SURVEY CONTROL
 ME3389
 ME3389  NGVD 29 (01/19/93)  208.844  (m)          685.18   (f) ADJUSTED    1 2
 ME3389
 ME3389.Superseded values are not recommended for survey control.
 ME3389
 ME3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3389.See file dsdata.pdf to determine how the superseded data were derived.
 ME3389
 ME3389_MARKER: DV = VERTICAL CONTROL DISK
 ME3389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME3389_SP_SET: PIER
 ME3389_STAMPING: Y 367 1992
 ME3389_MARK LOGO: NGS
 ME3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3389+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3389
 ME3389  HISTORY     - Date     Condition        Report By
 ME3389  HISTORY     - 1992     MONUMENTED       NGS
 ME3389  HISTORY     - 20170320 MARK NOT FOUND   INDOT
 ME3389
 ME3389                          STATION DESCRIPTION
 ME3389
 ME3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3389'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME3389'HAMLET, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME3389'SET VERTICALLY IN THE WEST FACE OF THE CENTER 1 OF 5 CONCRETE PIERS
 ME3389'OF THE U.S. HIGHWAY 35 OVERPASS OF THE TRACK, 11.6 M (38.1 FT) NORTH
 ME3389'OF THE NEAR RAIL, 4.8 M (15.7 FT) WEST OF THE HIGHWAY CENTER, 1.5 M
 ME3389'(4.9 FT) ABOVE THE GROUND SURFACE, AND 1.2 M (3.9 FT) ABOVE THE LEVEL
 ME3389'OF THE TRACK.
 ME3389
 ME3389                          STATION RECOVERY (2017)
 ME3389
 ME3389'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (DLF)
 ME3389'BENCH HAS BEEN DESTROYED. A NEW BRIDGE STRUCTURE WITH NEW PIERS WAS
 ME3389'BUILT IN 2013.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7530 ***********************************************************************
 DR7530  DESIGNATION -  Y 375
 DR7530  PID         -  DR7530
 DR7530  STATE/COUNTY-  IN/LAGRANGE
 DR7530  COUNTRY     -  US
 DR7530  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7530
 DR7530                         *CURRENT SURVEY CONTROL
 DR7530  ______________________________________________________________________
 DR7530* NAD 83(1986) POSITION- 41 38 25.76   (N) 085 31 20.86   (W)   HD_HELD1
 DR7530* NAVD 88 ORTHO HEIGHT -   277.339 (meters)      909.90  (feet) ADJUSTED
 DR7530  ______________________________________________________________________
 DR7530  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 DR7530  DYNAMIC HEIGHT  -        277.232 (meters)      909.55  (feet) COMP
 DR7530  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 DR7530
 DR7530  VERT ORDER      -  SECOND    CLASS I
 DR7530
 DR7530.The horizontal coordinates were determined by differentially corrected
 DR7530.hand held GPS observations or other comparable positioning techniques
 DR7530.and have an estimated accuracy of +/- 3 meters.
 DR7530
 DR7530.The orthometric height was determined by differential leveling and
 DR7530.adjusted by the NATIONAL GEODETIC SURVEY
 DR7530.in March 2022.
 DR7530
 DR7530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7530.GEOID18 height accuracy estimate available here.
 DR7530
 DR7530.Click photographs - Photos may exist for this station.
 DR7530
 DR7530.The dynamic height is computed by dividing the NAVD 88
 DR7530.geopotential number by the normal gravity value computed on the
 DR7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7530.degrees latitude (g = 980.6199 gals.).
 DR7530
 DR7530.The modeled gravity was interpolated from observed gravity values.
 DR7530
 DR7530;                    North         East    Units  Estimated Accuracy
 DR7530;SPC IN E     -   709,698.6     112,014.2     MT  (+/- 3 meters HH1 GPS) 
 DR7530
 DR7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2305410915(NAD 83)
 DR7530
 DR7530                          SUPERSEDED SURVEY CONTROL
 DR7530
 DR7530.No superseded survey control is available for this station.
 DR7530
 DR7530_MARKER: F = FLANGE-ENCASED ROD
 DR7530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7530_STAMPING: Y 375 2018
 DR7530_MARK LOGO: NONE
 DR7530_PROJECTION: RECESSED 8 CENTIMETERS
 DR7530_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7530+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2018
 DR7530_ROD/PIPE-DEPTH: 10.7 meters
 DR7530_SLEEVE-DEPTH  : 0.9 meters
 DR7530
 DR7530  HISTORY     - Date     Condition        Report By
 DR7530  HISTORY     - 20180619 MONUMENTED       INDOT
 DR7530
 DR7530                          STATION DESCRIPTION
 DR7530
 DR7530'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7530'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF TOPEKA, 5.5 MI
 DR7530'(8.8 KM) WEST OF LAGRANGE AND 3.7 MI (6.0 KM) SOUTHEAST OF
 DR7530'SHIPSHEWANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7530'
 DR7530'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 5,
 DR7530'TRAVEL EAST AND SOUTHEAST 3.27 MI (5.26 KM) ALONG U.S. HIGHWAY 20 TO
 DR7530'THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD, LOCATED WEST OF
 DR7530'COUNTY ROAD SOUTH 500 WEST.
 DR7530'
 DR7530'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 30 FT (9.1 M)
 DR7530'SOUTH OF THE U.S. HIGHWAY CENTERLINE AND APPROXIMATELY 220 FT (67.1 M)
 DR7530'WEST OF COUNTY ROAD SOUTH 500 WEST.  IT IS LOCATED 20.69 FT (6.3 M)
 DR7530'NORTH-NORTHWEST OF THE NORTH FACE OF A FENCE CORNER POST, 82.45 FT
 DR7530'(25.1 M) SOUTH OF THE SOUTH FACE OF A FENCE POST, 103.24 FT (31.5 M)
 DR7530'SOUTHWEST OF A MAG NAIL SET IN THE SOUTHWEST FACE OF POWER POLE
 DR7530'677-283 AND 93.08 FT (28.4 M) WEST-NORTHWEST OF A MAG NAIL SET IN THE
 DR7530'NORTH FACE OF POWER POLE 1-065-238.
 DR7530'
 DR7530'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7530'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7554 ***********************************************************************
 DR7554  DESIGNATION -  Y 376
 DR7554  PID         -  DR7554
 DR7554  STATE/COUNTY-  IN/STEUBEN
 DR7554  COUNTRY     -  US
 DR7554  USGS QUAD   -  ORLAND (2019)
 DR7554
 DR7554                         *CURRENT SURVEY CONTROL
 DR7554  ______________________________________________________________________
 DR7554* NAD 83(1986) POSITION- 41 38 03.80   (N) 085 07 47.03   (W)   HD_HELD1
 DR7554* NAVD 88 ORTHO HEIGHT -   312.379 (meters)     1024.86  (feet) ADJUSTED
 DR7554  ______________________________________________________________________
 DR7554  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 DR7554  DYNAMIC HEIGHT  -        312.260 (meters)     1024.47  (feet) COMP
 DR7554  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 DR7554
 DR7554  VERT ORDER      -  SECOND    CLASS I
 DR7554
 DR7554.The horizontal coordinates were determined by differentially corrected
 DR7554.hand held GPS observations or other comparable positioning techniques
 DR7554.and have an estimated accuracy of +/- 3 meters.
 DR7554
 DR7554.The orthometric height was determined by differential leveling and
 DR7554.adjusted by the NATIONAL GEODETIC SURVEY
 DR7554.in March 2022.
 DR7554
 DR7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7554.GEOID18 height accuracy estimate available here.
 DR7554
 DR7554.Click photographs - Photos may exist for this station.
 DR7554
 DR7554.The dynamic height is computed by dividing the NAVD 88
 DR7554.geopotential number by the normal gravity value computed on the
 DR7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7554.degrees latitude (g = 980.6199 gals.).
 DR7554
 DR7554.The modeled gravity was interpolated from observed gravity values.
 DR7554
 DR7554;                    North         East    Units  Estimated Accuracy
 DR7554;SPC IN E     -   709,150.4     144,737.9     MT  (+/- 3 meters HH1 GPS) 
 DR7554
 DR7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5577810873(NAD 83)
 DR7554
 DR7554                          SUPERSEDED SURVEY CONTROL
 DR7554
 DR7554.No superseded survey control is available for this station.
 DR7554
 DR7554_MARKER: F = FLANGE-ENCASED ROD
 DR7554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7554_STAMPING: Y 376 2018
 DR7554_MARK LOGO: NONE
 DR7554_PROJECTION: RECESSED 8 CENTIMETERS
 DR7554_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7554+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DR7554_ROD/PIPE-DEPTH: 12.2 meters
 DR7554_SLEEVE-DEPTH  : 0.9 meters
 DR7554
 DR7554  HISTORY     - Date     Condition        Report By
 DR7554  HISTORY     - 20180711 MONUMENTED       INDOT
 DR7554
 DR7554                          STATION DESCRIPTION
 DR7554
 DR7554'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7554'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF ORLAND,
 DR7554'6.7 MI (10.8 KM) WEST OF ANGOLA AND 5.1 MI (8.2 KM) NORTHEAST OF
 DR7554'STROH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7554'
 DR7554'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 327,
 DR7554'TRAVEL EAST, SOUTHEAST AND EAST 2.65 MI (4.26 KM) ALONG U.S. HIGHWAY
 DR7554'20 TO THE MONUMENT ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 DR7554'
 DR7554'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 400 FT (121.9 M)
 DR7554'EAST OF THE COUNTY ROAD SOUTH 750 WEST CENTERLINE AND 30.9 FT (9.4 M)
 DR7554'SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20.  IT IS LOCATED
 DR7554'88.08 FT (26.8 M) SOUTH-SOUTHEAST OF A MAG NAIL SET IN THE SOUTHEAST
 DR7554'FACE OF POWER POLE 487-425 AND 16.5 FT (5.0 M) EAST OF THE APPROXIMATE
 DR7554'CENTERLINE OF A FIELD DRIVE.
 DR7554'
 DR7554'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7554'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7579 ***********************************************************************
 DR7579  DESIGNATION -  Y 377
 DR7579  PID         -  DR7579
 DR7579  STATE/COUNTY-  IN/NOBLE
 DR7579  COUNTRY     -  US
 DR7579  USGS QUAD   -  KENDALLVILLE (2019)
 DR7579
 DR7579                         *CURRENT SURVEY CONTROL
 DR7579  ______________________________________________________________________
 DR7579* NAD 83(1986) POSITION- 41 28 53.69   (N) 085 16 11.99   (W)   HD_HELD1
 DR7579* NAVD 88 ORTHO HEIGHT -   300.367 (meters)      985.45  (feet) ADJUSTED
 DR7579  ______________________________________________________________________
 DR7579  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 DR7579  DYNAMIC HEIGHT  -        300.248 (meters)      985.06  (feet) COMP
 DR7579  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 DR7579
 DR7579  VERT ORDER      -  SECOND    CLASS I
 DR7579
 DR7579.The horizontal coordinates were determined by differentially corrected
 DR7579.hand held GPS observations or other comparable positioning techniques
 DR7579.and have an estimated accuracy of +/- 3 meters.
 DR7579
 DR7579.The orthometric height was determined by differential leveling and
 DR7579.adjusted by the NATIONAL GEODETIC SURVEY
 DR7579.in March 2022.
 DR7579
 DR7579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7579.GEOID18 height accuracy estimate available here.
 DR7579
 DR7579.Click photographs - Photos may exist for this station.
 DR7579
 DR7579.The dynamic height is computed by dividing the NAVD 88
 DR7579.geopotential number by the normal gravity value computed on the
 DR7579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7579.degrees latitude (g = 980.6199 gals.).
 DR7579
 DR7579.The modeled gravity was interpolated from observed gravity values.
 DR7579
 DR7579;                    North         East    Units  Estimated Accuracy
 DR7579;SPC IN E     -   692,116.0     133,128.7     MT  (+/- 3 meters HH1 GPS) 
 DR7579
 DR7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4443493663(NAD 83)
 DR7579
 DR7579                          SUPERSEDED SURVEY CONTROL
 DR7579
 DR7579.No superseded survey control is available for this station.
 DR7579
 DR7579_MARKER: F = FLANGE-ENCASED ROD
 DR7579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7579_STAMPING: Y 377 2018
 DR7579_MARK LOGO: NONE
 DR7579_PROJECTION: RECESSED 8 CENTIMETERS
 DR7579_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7579+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2018
 DR7579_ROD/PIPE-DEPTH: 10.8 meters
 DR7579_SLEEVE-DEPTH  : 0.9 meters
 DR7579
 DR7579  HISTORY     - Date     Condition        Report By
 DR7579  HISTORY     - 20180727 MONUMENTED       INDOT
 DR7579
 DR7579                          STATION DESCRIPTION
 DR7579
 DR7579'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7579'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF CORUNNA,
 DR7579'5.9 MI (9.5 KM) EAST-SOUTHEAST OF WOLCOTTVILLE AND 2.8 MI (4.5 KM)
 DR7579'NORTH OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7579'
 DR7579'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7579'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 2.02 MI (3.25 KM)
 DR7579'ALONG STATE ROAD 3 TO THE MONUMENT ON THE RIGHT (EAST) SIDE OF THE
 DR7579'ROAD, LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE
 DR7579'ROAD 3 AND COUNTY ROAD EAST 900 NORTH.
 DR7579'
 DR7579'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 60 FT (18.3 M)
 DR7579'EAST OF THE STATE ROAD 3 CENTERLINE, AND 26.5 FT (8.1 M) SOUTH OF THE
 DR7579'APPROXIMATE CENTERLINE OF COUNTY ROAD EAST 900 NORTH (AKA SCHOOLHOUSE
 DR7579'ROAD).  IT IS LOCATED 33.57 FT (10.2 M) NORTHEAST OF THE NORTHEAST
 DR7579'CORNER OF A CONCRETE R.W. MARKER, 74.63 FT (22.7 M) SOUTH-SOUTHEAST OF
 DR7579'THE SOUTHEAST CORNER OF A CONCRETE R.W. MARKER AND 49.41 FT (15.1 M)
 DR7579'SOUTH-SOUTHWEST OF A MAG NAIL SET IN POWER POLE 16945.
 DR7579'
 DR7579'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7579'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1310 ***********************************************************************
 LA1310  DESIGNATION -  Y 4
 LA1310  PID         -  LA1310
 LA1310  STATE/COUNTY-  IN/MADISON
 LA1310  COUNTRY     -  US
 LA1310  USGS QUAD   -  ALEXANDRIA (2019)
 LA1310
 LA1310                         *CURRENT SURVEY CONTROL
 LA1310  ______________________________________________________________________
 LA1310* NAD 83(1986) POSITION- 40 20 19.     (N) 085 38 40.     (W)   SCALED
 LA1310* NAVD 88 ORTHO HEIGHT -   268.912 (meters)      882.26  (feet) ADJUSTED
 LA1310  ______________________________________________________________________
 LA1310  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 LA1310  DYNAMIC HEIGHT  -        268.773 (meters)      881.80  (feet) COMP
 LA1310  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 LA1310
 LA1310  VERT ORDER      -  FIRST     CLASS II
 LA1310
 LA1310.The horizontal coordinates were scaled from a map and have
 LA1310.an estimated accuracy of +/- 6 seconds.
 LA1310
 LA1310.The orthometric height was determined by differential leveling and
 LA1310.adjusted by the NATIONAL GEODETIC SURVEY
 LA1310.in June 1991.
 LA1310
 LA1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1310.GEOID18 height accuracy estimate available here.
 LA1310
 LA1310.Click photographs - Photos may exist for this station.
 LA1310
 LA1310.The dynamic height is computed by dividing the NAVD 88
 LA1310.geopotential number by the normal gravity value computed on the
 LA1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1310.degrees latitude (g = 980.6199 gals.).
 LA1310
 LA1310.The modeled gravity was interpolated from observed gravity values.
 LA1310
 LA1310;                    North         East    Units  Estimated Accuracy
 LA1310;SPC IN E     -   565,120.      101,890.      MT  (+/- 180 meters Scaled)
 LA1310
 LA1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151662(NAD 83)
 LA1310
 LA1310                          SUPERSEDED SURVEY CONTROL
 LA1310
 LA1310  NGVD 29 (??/??/92)  269.053  (m)          882.72   (f) ADJ UNCH    1 2
 LA1310
 LA1310.Superseded values are not recommended for survey control.
 LA1310
 LA1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1310.See file dsdata.pdf to determine how the superseded data were derived.
 LA1310
 LA1310_MARKER: DB = BENCH MARK DISK
 LA1310_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA1310_SP_SET: DOORSILL
 LA1310_STAMPING: Y 4
 LA1310_MARK LOGO: CGS
 LA1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1310+STABILITY: SURFACE MOTION
 LA1310
 LA1310  HISTORY     - Date     Condition        Report By
 LA1310  HISTORY     - 1916     MONUMENTED       CGS
 LA1310  HISTORY     - 1946     GOOD             CGS
 LA1310  HISTORY     - 20180914 MARK NOT FOUND   INDOT
 LA1310
 LA1310                          STATION DESCRIPTION
 LA1310
 LA1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1310'AT SUMMITVILLE.
 LA1310'AT SUMMITVILLE, MADISON COUNTY, AT THE BUILDING FORMERLY OCCUPIED
 LA1310'BY THE SUMMITVILLE BANK, AND ON THE NORTH END OF THE DOORSILL.
 LA1310'AN OUTLINED SQUARE.  NOTE-- THE BUILDING IS NOW THE THREE PIGS
 LA1310'CAFE.
 LA1310
 LA1310                          STATION RECOVERY (2018)
 LA1310
 LA1310'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 LA1310'NOTE - A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0999 ***********************************************************************
 LA0999  DESIGNATION -  Y 40
 LA0999  PID         -  LA0999
 LA0999  STATE/COUNTY-  IN/RANDOLPH
 LA0999  COUNTRY     -  US
 LA0999  USGS QUAD   -  FARMLAND (2019)
 LA0999
 LA0999                         *CURRENT SURVEY CONTROL
 LA0999  ______________________________________________________________________
 LA0999* NAD 83(1986) POSITION- 40 11 21.     (N) 085 12 15.     (W)   SCALED
 LA0999* NAVD 88 ORTHO HEIGHT -   312.293 (meters)     1024.58  (feet) ADJUSTED
 LA0999  ______________________________________________________________________
 LA0999  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 LA0999  DYNAMIC HEIGHT  -        312.127 (meters)     1024.04  (feet) COMP
 LA0999  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA0999
 LA0999  VERT ORDER      -  SECOND    CLASS 0
 LA0999
 LA0999.The horizontal coordinates were scaled from a map and have
 LA0999.an estimated accuracy of +/- 6 seconds.
 LA0999
 LA0999.The orthometric height was determined by differential leveling and
 LA0999.adjusted by the NATIONAL GEODETIC SURVEY
 LA0999.in June 1991.
 LA0999
 LA0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0999.GEOID18 height accuracy estimate available here.
 LA0999
 LA0999.Click photographs - Photos may exist for this station.
 LA0999
 LA0999.The dynamic height is computed by dividing the NAVD 88
 LA0999.geopotential number by the normal gravity value computed on the
 LA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0999.degrees latitude (g = 980.6199 gals.).
 LA0999
 LA0999.The modeled gravity was interpolated from observed gravity values.
 LA0999
 LA0999;                    North         East    Units  Estimated Accuracy
 LA0999;SPC IN E     -   548,620.      139,380.      MT  (+/- 180 meters Scaled)
 LA0999
 LA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK528502(NAD 83)
 LA0999
 LA0999                          SUPERSEDED SURVEY CONTROL
 LA0999
 LA0999  NGVD 29 (??/??/92)  312.430  (m)         1025.03   (f) ADJ UNCH    2 0
 LA0999
 LA0999.Superseded values are not recommended for survey control.
 LA0999
 LA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0999.See file dsdata.pdf to determine how the superseded data were derived.
 LA0999
 LA0999_MARKER: DB = BENCH MARK DISK
 LA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0999_STAMPING: Y 40 1934
 LA0999_MARK LOGO: CGS
 LA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0999+STABILITY: SURFACE MOTION
 LA0999
 LA0999  HISTORY     - Date     Condition        Report By
 LA0999  HISTORY     - 1934     MONUMENTED       CGS
 LA0999  HISTORY     - 1947     GOOD             CGS
 LA0999  HISTORY     - 1960     GOOD             CGS
 LA0999
 LA0999                          STATION DESCRIPTION
 LA0999
 LA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0999'AT PARKER CITY.
 LA0999'AT PARKER CITY, 20.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LA0999'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LA0999'AT A HIGHWAY CROSSING, 19 YARDS WEST OF THE CENTERLINE OF THE
 LA0999'HIGHWAY, 16.5 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE
 LA0999'TRACK.  A STANDARD DISK, STAMPED Y 40 1934 AND SET IN THE TOP OF A
 LA0999'CONCRETE POST.
 LA0999
 LA0999                          STATION RECOVERY (1960)
 LA0999
 LA0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LA0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1422 ***********************************************************************
 LA1422  DESIGNATION -  Y 41
 LA1422  PID         -  LA1422
 LA1422  STATE/COUNTY-  IN/MADISON
 LA1422  COUNTRY     -  US
 LA1422  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1422
 LA1422                         *CURRENT SURVEY CONTROL
 LA1422  ______________________________________________________________________
 LA1422* NAD 83(1986) POSITION- 40 05 50.     (N) 085 39 53.     (W)   SCALED
 LA1422* NAVD 88 ORTHO HEIGHT -   272.764 (meters)      894.89  (feet) ADJUSTED
 LA1422  ______________________________________________________________________
 LA1422  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 LA1422  DYNAMIC HEIGHT  -        272.617 (meters)      894.41  (feet) COMP
 LA1422  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 LA1422
 LA1422  VERT ORDER      -  SECOND    CLASS 0
 LA1422
 LA1422.The horizontal coordinates were scaled from a map and have
 LA1422.an estimated accuracy of +/- 6 seconds.
 LA1422
 LA1422.The orthometric height was determined by differential leveling and
 LA1422.adjusted by the NATIONAL GEODETIC SURVEY
 LA1422.in June 1991.
 LA1422
 LA1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1422.GEOID18 height accuracy estimate available here.
 LA1422
 LA1422.Click photographs - Photos may exist for this station.
 LA1422
 LA1422.The dynamic height is computed by dividing the NAVD 88
 LA1422.geopotential number by the normal gravity value computed on the
 LA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1422.degrees latitude (g = 980.6199 gals.).
 LA1422
 LA1422.The modeled gravity was interpolated from observed gravity values.
 LA1422
 LA1422;                    North         East    Units  Estimated Accuracy
 LA1422;SPC IN E     -   538,310.      100,170.      MT  (+/- 180 meters Scaled)
 LA1422
 LA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138394(NAD 83)
 LA1422
 LA1422                          SUPERSEDED SURVEY CONTROL
 LA1422
 LA1422  NGVD 29 (??/??/92)  272.902  (m)          895.35   (f) ADJ UNCH    2 0
 LA1422
 LA1422.Superseded values are not recommended for survey control.
 LA1422
 LA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1422.See file dsdata.pdf to determine how the superseded data were derived.
 LA1422
 LA1422_MARKER: DB = BENCH MARK DISK
 LA1422_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1422+WITH SETTING: PAVEMENT
 LA1422_SP_SET: SWITCH BASE
 LA1422_STAMPING: Y 41 1934
 LA1422_MARK LOGO: CGS
 LA1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1422+STABILITY: SURFACE MOTION
 LA1422
 LA1422  HISTORY     - Date     Condition        Report By
 LA1422  HISTORY     - 1934     MONUMENTED       CGS
 LA1422
 LA1422                          STATION DESCRIPTION
 LA1422
 LA1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1422'AT ANDERSON.
 LA1422'AT ANDERSON, MADISON COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 LA1422'AND ST. LOUIS RAILWAY, 50 YARDS SOUTHEAST OF THE CROSSING OF
 LA1422'THE PENNSYLVANIA RAILROAD AT DELCO TOWER, OPPOSITE THE PHILADELPHIA
 LA1422'QUARTZ CO. PROPERTY, 26.2 FEET EAST OF A POLE, IN THE TOP OF THE
 LA1422'NORTHEAST CORNER OF A CONCRETE SWITCH BASE, 5.8 FEET SOUTH OF
 LA1422'THE SOUTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A
 LA1422'STANDARD DISK, STAMPED Y 41 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2391 ***********************************************************************
 JZ2391  DESIGNATION -  Y 43
 JZ2391  PID         -  JZ2391
 JZ2391  STATE/COUNTY-  IN/HENRY
 JZ2391  COUNTRY     -  US
 JZ2391  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2391
 JZ2391                         *CURRENT SURVEY CONTROL
 JZ2391  ______________________________________________________________________
 JZ2391* NAD 83(1986) POSITION- 39 47 52.     (N) 085 31 46.     (W)   SCALED
 JZ2391* NAVD 88 ORTHO HEIGHT -   283.261 (meters)      929.33  (feet) ADJUSTED
 JZ2391  ______________________________________________________________________
 JZ2391  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 JZ2391  DYNAMIC HEIGHT  -        283.099 (meters)      928.80  (feet) COMP
 JZ2391  MODELED GRAVITY -    980,047.6   (mgal)                       NAVD 88
 JZ2391
 JZ2391  VERT ORDER      -  SECOND    CLASS 0
 JZ2391
 JZ2391.The horizontal coordinates were scaled from a map and have
 JZ2391.an estimated accuracy of +/- 6 seconds.
 JZ2391
 JZ2391.The orthometric height was determined by differential leveling and
 JZ2391.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2391.in June 1991.
 JZ2391
 JZ2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2391.GEOID18 height accuracy estimate available here.
 JZ2391
 JZ2391.Click photographs - Photos may exist for this station.
 JZ2391
 JZ2391.The dynamic height is computed by dividing the NAVD 88
 JZ2391.geopotential number by the normal gravity value computed on the
 JZ2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2391.degrees latitude (g = 980.6199 gals.).
 JZ2391
 JZ2391.The modeled gravity was interpolated from observed gravity values.
 JZ2391
 JZ2391;                    North         East    Units  Estimated Accuracy
 JZ2391;SPC IN E     -   505,070.      111,750.      MT  (+/- 180 meters Scaled)
 JZ2391
 JZ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK258063(NAD 83)
 JZ2391
 JZ2391                          SUPERSEDED SURVEY CONTROL
 JZ2391
 JZ2391  NGVD 29 (??/??/92)  283.388  (m)          929.75   (f) ADJ UNCH    2 0
 JZ2391
 JZ2391.Superseded values are not recommended for survey control.
 JZ2391
 JZ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2391.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2391
 JZ2391_MARKER: DB = BENCH MARK DISK
 JZ2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2391_STAMPING: Y 43 1934
 JZ2391_MARK LOGO: CGS
 JZ2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2391+STABILITY: SURFACE MOTION
 JZ2391
 JZ2391  HISTORY     - Date     Condition        Report By
 JZ2391  HISTORY     - 1934     MONUMENTED       CGS
 JZ2391  HISTORY     - 1947     GOOD             CGS
 JZ2391
 JZ2391                          STATION DESCRIPTION
 JZ2391
 JZ2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2391'AT KNIGHTSTOWN.
 JZ2391'AT KNIGHTSTOWN, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JZ2391'ST. LOUIS RAILWAY 136 FEET NORTH OF THE NORTHWEST CORNER OF
 JZ2391'THE STATION, 12.5 FEET EAST OF THE EAST RAIL, 93 FEET SOUTH OF A
 JZ2391'ROAD CROSSING, 30 FEET WEST OF THE CENTER LINE OF A STREET
 JZ2391'PARALLELING THE TRACK, 2 FEET WEST OF A TELEGRAPH POLE, 2 FEET
 JZ2391'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 JZ2391'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JZ2391'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1475 ***********************************************************************
 JZ1475  DESIGNATION -  Y 44
 JZ1475  PID         -  JZ1475
 JZ1475  STATE/COUNTY-  IN/WAYNE
 JZ1475  COUNTRY     -  US
 JZ1475  USGS QUAD   -  GREENS FORK (2019)
 JZ1475
 JZ1475                         *CURRENT SURVEY CONTROL
 JZ1475  ______________________________________________________________________
 JZ1475* NAD 83(1986) POSITION- 39 53 21.33   (N) 085 01 59.73   (W)   HD_HELD1
 JZ1475* NAVD 88 ORTHO HEIGHT -   317.685 (meters)     1042.27  (feet) ADJUSTED
 JZ1475  ______________________________________________________________________
 JZ1475  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 JZ1475  DYNAMIC HEIGHT  -        317.505 (meters)     1041.68  (feet) COMP
 JZ1475  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 JZ1475
 JZ1475  VERT ORDER      -  SECOND    CLASS 0
 JZ1475
 JZ1475.The horizontal coordinates were determined by differentially corrected
 JZ1475.hand held GPS observations or other comparable positioning techniques
 JZ1475.and have an estimated accuracy of +/- 3 meters.
 JZ1475
 JZ1475.The orthometric height was determined by differential leveling and
 JZ1475.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1475.in June 1991.
 JZ1475
 JZ1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1475.GEOID18 height accuracy estimate available here.
 JZ1475
 JZ1475.Click photographs - Photos may exist for this station.
 JZ1475
 JZ1475.The dynamic height is computed by dividing the NAVD 88
 JZ1475.geopotential number by the normal gravity value computed on the
 JZ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1475.degrees latitude (g = 980.6199 gals.).
 JZ1475
 JZ1475.The modeled gravity was interpolated from observed gravity values.
 JZ1475
 JZ1475;                    North         East    Units  Estimated Accuracy
 JZ1475;SPC IN E     -   515,414.0     154,174.8     MT  (+/- 3 meters HH1 GPS) 
 JZ1475
 JZ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK6815717317(NAD 83)
 JZ1475
 JZ1475                          SUPERSEDED SURVEY CONTROL
 JZ1475
 JZ1475  NGVD 29 (??/??/92)  317.829  (m)         1042.74   (f) ADJ UNCH    2 0
 JZ1475
 JZ1475.Superseded values are not recommended for survey control.
 JZ1475
 JZ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1475.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1475
 JZ1475_MARKER: DB = BENCH MARK DISK
 JZ1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1475_STAMPING: Y 44 1934
 JZ1475_MARK LOGO: CGS
 JZ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1475+STABILITY: SURFACE MOTION
 JZ1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1475+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 JZ1475
 JZ1475  HISTORY     - Date     Condition        Report By
 JZ1475  HISTORY     - 1934     MONUMENTED       CGS
 JZ1475  HISTORY     - 20180820 GOOD             MCA
 JZ1475
 JZ1475                          STATION DESCRIPTION
 JZ1475
 JZ1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1475'0.5 MI E FROM GREENS FORK.
 JZ1475'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 JZ1475'GREENS FORK, WAYNE COUNTY, 12 RAILS WEST OF MILEPOST C 83, IN
 JZ1475'THE NORTHEAST ANGLE OF A DIRT-ROAD CROSSING, 3-1/2 RAILS EAST
 JZ1475'OF THE CROSSING, 25.1 FEET NORTH OF THE NORTH RAIL, 2.4 FEET
 JZ1475'SOUTH OF A WIRE FENCE, AND ABOUT 10 INCHES HIGHER THAN THE TOP
 JZ1475'OF THE RAIL.  A STANDARD DISK, STAMPED Y 44 1934 AND SET IN THE
 JZ1475'TOP OF A CONCRETE POST.
 JZ1475
 JZ1475                          STATION RECOVERY (2018)
 JZ1475
 JZ1475'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 JZ1475'THE MARK IS 139.3 FT (42.5 M) EAST OF THE SOUTHEAST BOLT OF THE
 JZ1475'NORTHWEST RAILROAD SIGNAL, 104.4 FT (31.8 M) EAST OF THE SOUTHEAST
 JZ1475'BOLT OF THE SOUTHEAST RAILROAD SIGNAL, 120 FT (36.6 M) EAST OF THE
 JZ1475'CENTERLINE OF CARLOS ROAD, 73.0 FT (22.3 M) EAST OF THE SOUTHEAST
 JZ1475'CORNER OF THE RAILROAD SIGNAL BUILDING AND 25.0 FT (7.6 M) NORTH OF
 JZ1475'THE NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1225 ***********************************************************************
 JZ1225  DESIGNATION -  Y 45
 JZ1225  PID         -  JZ1225
 JZ1225  STATE/COUNTY-  IN/WAYNE
 JZ1225  COUNTRY     -  US
 JZ1225  USGS QUAD   -  RICHMOND (2019)
 JZ1225
 JZ1225                         *CURRENT SURVEY CONTROL
 JZ1225  ______________________________________________________________________
 JZ1225* NAD 83(1986) POSITION- 39 48 23.7    (N) 084 54 13.0    (W)   HD_HELD2
 JZ1225* NAVD 88 ORTHO HEIGHT -   290.751 (meters)      953.91  (feet) ADJUSTED
 JZ1225  ______________________________________________________________________
 JZ1225  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JZ1225  DYNAMIC HEIGHT  -        290.582 (meters)      953.35  (feet) COMP
 JZ1225  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 JZ1225
 JZ1225  VERT ORDER      -  SECOND    CLASS 0
 JZ1225
 JZ1225.The horizontal coordinates were established by autonomous hand held GPS
 JZ1225.observations and have an estimated accuracy of +/- 10 meters.
 JZ1225
 JZ1225.The orthometric height was determined by differential leveling and
 JZ1225.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1225.in June 1991.
 JZ1225
 JZ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1225.GEOID18 height accuracy estimate available here.
 JZ1225
 JZ1225.Click photographs - Photos may exist for this station.
 JZ1225
 JZ1225.The dynamic height is computed by dividing the NAVD 88
 JZ1225.geopotential number by the normal gravity value computed on the
 JZ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1225.degrees latitude (g = 980.6199 gals.).
 JZ1225
 JZ1225.The modeled gravity was interpolated from observed gravity values.
 JZ1225
 JZ1225;                    North         East    Units  Estimated Accuracy
 JZ1225;SPC IN E     -   506,321.      165,342.      MT  (+/- 10 meters HH2 GPS)
 JZ1225
 JZ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7945808392(NAD 83)
 JZ1225
 JZ1225                          SUPERSEDED SURVEY CONTROL
 JZ1225
 JZ1225  NGVD 29 (??/??/92)  290.902  (m)          954.40   (f) ADJ UNCH    2 0
 JZ1225
 JZ1225.Superseded values are not recommended for survey control.
 JZ1225
 JZ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1225.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1225
 JZ1225_MARKER: DB = BENCH MARK DISK
 JZ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1225_STAMPING: Y 45 1934
 JZ1225_MARK LOGO: CGS
 JZ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1225+STABILITY: SURFACE MOTION
 JZ1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1225+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 JZ1225
 JZ1225  HISTORY     - Date     Condition        Report By
 JZ1225  HISTORY     - 1934     MONUMENTED       CGS
 JZ1225  HISTORY     - 1947     GOOD             CGS
 JZ1225  HISTORY     - 20030606 GOOD             GEOCAC
 JZ1225  HISTORY     - 20190821 GOOD             PICI
 JZ1225
 JZ1225                          STATION DESCRIPTION
 JZ1225
 JZ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1225'2.2 MI S FROM RICHMOND.
 JZ1225'2.2 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 JZ1225'RICHMOND, WAYNE COUNTY, 35 YARDS SOUTH OF SOUTH Q STREET (THE
 JZ1225'CITY LIMITS), AT THE SOUTHERN TIP OF A TRIANGULAR LAWN PLOT AT
 JZ1225'THE ENTRANCE TO A CEMETERY, 13.2 FEET SOUTH OF A 30-INCH WILLOW
 JZ1225'TREE, 8.3 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 5.2 FEET
 JZ1225'NORTHEAST OF A CONCRETE POST AT A FENCE CORNER, AND ABOUT 1 FOOT
 JZ1225'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 45 1934
 JZ1225'AND SET IN THE TOP OF A CONCRETE POST.
 JZ1225
 JZ1225                          STATION RECOVERY (2003)
 JZ1225
 JZ1225'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1225'39 48.395 84 54.217 (25 FT ACCURACY) CONSUMER-GRADE GPS.
 JZ1225'US27 IS NOW LIBERTY AVENUE HERE (US 27 IS FURTHER EAST.)  SOUTH Q
 JZ1225'STREET IS NO LONGER THE CITY LIMIT.  THE POST OFFICE IN RICHMOND HAS
 JZ1225'ALSO MOVED SINCE 1947.  THE WILLOW TREE IS GONE.  THIS IS ST ANDREW
 JZ1225'CEMETERY.
 JZ1225'
 JZ1225
 JZ1225                          STATION RECOVERY (2019)
 JZ1225
 JZ1225'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2019 (ER)
 JZ1225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1681 ***********************************************************************
 JZ1681  DESIGNATION -  Y 46
 JZ1681  PID         -  JZ1681
 JZ1681  STATE/COUNTY-  IN/RUSH
 JZ1681  COUNTRY     -  US
 JZ1681  USGS QUAD   -  RUSHVILLE (2019)
 JZ1681
 JZ1681                         *CURRENT SURVEY CONTROL
 JZ1681  ______________________________________________________________________
 JZ1681* NAD 83(1986) POSITION- 39 37 07.     (N) 085 22 41.     (W)   SCALED
 JZ1681* NAVD 88 ORTHO HEIGHT -   316.154 (meters)     1037.25  (feet) ADJUSTED
 JZ1681  ______________________________________________________________________
 JZ1681  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 JZ1681  DYNAMIC HEIGHT  -        315.965 (meters)     1036.63  (feet) COMP
 JZ1681  MODELED GRAVITY -    980,018.6   (mgal)                       NAVD 88
 JZ1681
 JZ1681  VERT ORDER      -  SECOND    CLASS 0
 JZ1681
 JZ1681.The horizontal coordinates were scaled from a map and have
 JZ1681.an estimated accuracy of +/- 6 seconds.
 JZ1681
 JZ1681.The orthometric height was determined by differential leveling and
 JZ1681.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1681.in June 1991.
 JZ1681
 JZ1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1681.GEOID18 height accuracy estimate available here.
 JZ1681
 JZ1681.Click photographs - Photos may exist for this station.
 JZ1681
 JZ1681.The dynamic height is computed by dividing the NAVD 88
 JZ1681.geopotential number by the normal gravity value computed on the
 JZ1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1681.degrees latitude (g = 980.6199 gals.).
 JZ1681
 JZ1681.The modeled gravity was interpolated from observed gravity values.
 JZ1681
 JZ1681;                    North         East    Units  Estimated Accuracy
 JZ1681;SPC IN E     -   485,210.      124,780.      MT  (+/- 180 meters Scaled)
 JZ1681
 JZ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ392866(NAD 83)
 JZ1681
 JZ1681                          SUPERSEDED SURVEY CONTROL
 JZ1681
 JZ1681  NGVD 29 (??/??/92)  316.283  (m)         1037.67   (f) ADJ UNCH    2 0
 JZ1681
 JZ1681.Superseded values are not recommended for survey control.
 JZ1681
 JZ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1681.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1681
 JZ1681_MARKER: DB = BENCH MARK DISK
 JZ1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1681_STAMPING: Y 46 1934
 JZ1681_MARK LOGO: CGS
 JZ1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1681+STABILITY: SURFACE MOTION
 JZ1681
 JZ1681  HISTORY     - Date     Condition        Report By
 JZ1681  HISTORY     - 1934     MONUMENTED       CGS
 JZ1681  HISTORY     - 20221201 MARK NOT FOUND   INDOT
 JZ1681
 JZ1681                          STATION DESCRIPTION
 JZ1681
 JZ1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1681'4.2 MI W FROM GLENWOOD.
 JZ1681'4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1681'STATION AT GLENWOOD, RUSH COUNTY, IN THE SOUTHWEST ANGLE OF A
 JZ1681'DIRT-ROAD CROSSING, 23.3 FEET WEST OF THE CENTERLINE OF THE
 JZ1681'ROAD, 22.8 FEET SOUTH OF THE SOUTH RAIL, BETWEEN POLES 81/07
 JZ1681'AND 81/08, 3.2 FEET WEST OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER
 JZ1681'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Y 46 1934 AND
 JZ1681'SET IN THE TOP OF A CONCRTE POST.
 JZ1681
 JZ1681                          STATION RECOVERY (2022)
 JZ1681
 JZ1681'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ1681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0597 ***********************************************************************
 JZ0597  DESIGNATION -  Y 47
 JZ0597  PID         -  JZ0597
 JZ0597  STATE/COUNTY-  IN/DEARBORN
 JZ0597  COUNTRY     -  US
 JZ0597  USGS QUAD   -  GUILFORD (2019)
 JZ0597
 JZ0597                         *CURRENT SURVEY CONTROL
 JZ0597  ______________________________________________________________________
 JZ0597* NAD 83(1986) POSITION- 39 14 29.     (N) 084 56 51.     (W)   SCALED
 JZ0597* NAVD 88 ORTHO HEIGHT -   288.258 (meters)      945.73  (feet) ADJUSTED
 JZ0597  ______________________________________________________________________
 JZ0597  GEOID HEIGHT    -        -33.976 (meters)                     GEOID18
 JZ0597  DYNAMIC HEIGHT  -        288.079 (meters)      945.14  (feet) COMP
 JZ0597  MODELED GRAVITY -    979,998.2   (mgal)                       NAVD 88
 JZ0597
 JZ0597  VERT ORDER      -  SECOND    CLASS 0
 JZ0597
 JZ0597.The horizontal coordinates were scaled from a map and have
 JZ0597.an estimated accuracy of +/- 6 seconds.
 JZ0597
 JZ0597.The orthometric height was determined by differential leveling and
 JZ0597.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0597.in June 1991.
 JZ0597
 JZ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0597.GEOID18 height accuracy estimate available here.
 JZ0597
 JZ0597.Click photographs - Photos may exist for this station.
 JZ0597
 JZ0597.The dynamic height is computed by dividing the NAVD 88
 JZ0597.geopotential number by the normal gravity value computed on the
 JZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0597.degrees latitude (g = 980.6199 gals.).
 JZ0597
 JZ0597.The modeled gravity was interpolated from observed gravity values.
 JZ0597
 JZ0597;                    North         East    Units  Estimated Accuracy
 JZ0597;SPC IN E     -   443,540.      162,090.      MT  (+/- 180 meters Scaled)
 JZ0597
 JZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ771455(NAD 83)
 JZ0597
 JZ0597                          SUPERSEDED SURVEY CONTROL
 JZ0597
 JZ0597  NGVD 29 (??/??/92)  288.45   (m)          946.4    (f) COMPUTED    2 0
 JZ0597
 JZ0597.Superseded values are not recommended for survey control.
 JZ0597
 JZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0597.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0597
 JZ0597_MARKER: DB = BENCH MARK DISK
 JZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0597_STAMPING: Y 47 1934
 JZ0597_MARK LOGO: CGS
 JZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0597+STABILITY: SURFACE MOTION
 JZ0597
 JZ0597  HISTORY     - Date     Condition        Report By
 JZ0597  HISTORY     - 1934     MONUMENTED       CGS
 JZ0597  HISTORY     - 1936     GOOD             CGS
 JZ0597  HISTORY     - 1966     MARK NOT FOUND   CGS
 JZ0597
 JZ0597                          STATION DESCRIPTION
 JZ0597
 JZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0597'AT DOVER.
 JZ0597'AT DOVER, DEARBORN COUNTY, ON STATE HIGHWAY 1, 178 YARDS NORTH
 JZ0597'OF THE ROAD INTERSECTION, 20.4 FEET EAST OF THE CENTERLINE OF THE
 JZ0597'HIGHWAY, 2.1 FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE
 JZ0597'HIGHWAY.  A STANDARD DISK, STAMPED Y 47 1934 AND SET IN THE TOP
 JZ0597'OF A CONCRETE POST.
 JZ0597
 JZ0597                          STATION RECOVERY (1966)
 JZ0597
 JZ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JZ0597'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2188 ***********************************************************************
 JZ2188  DESIGNATION -  Y 48
 JZ2188  PID         -  JZ2188
 JZ2188  STATE/COUNTY-  IN/DECATUR
 JZ2188  COUNTRY     -  US
 JZ2188  USGS QUAD   -  FOREST HILL (2019)
 JZ2188
 JZ2188                         *CURRENT SURVEY CONTROL
 JZ2188  ______________________________________________________________________
 JZ2188* NAD 83(1986) POSITION- 39 15 46.     (N) 085 33 56.     (W)   SCALED
 JZ2188* NAVD 88 ORTHO HEIGHT -   266.382 (meters)      873.95  (feet) ADJUSTED
 JZ2188  ______________________________________________________________________
 JZ2188  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2188  DYNAMIC HEIGHT  -        266.215 (meters)      873.41  (feet) COMP
 JZ2188  MODELED GRAVITY -    979,993.1   (mgal)                       NAVD 88
 JZ2188
 JZ2188  VERT ORDER      -  SECOND    CLASS 0
 JZ2188
 JZ2188.The horizontal coordinates were scaled from a map and have
 JZ2188.an estimated accuracy of +/- 6 seconds.
 JZ2188
 JZ2188.The orthometric height was determined by differential leveling and
 JZ2188.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2188.in June 1991.
 JZ2188
 JZ2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2188.GEOID18 height accuracy estimate available here.
 JZ2188
 JZ2188.Click photographs - Photos may exist for this station.
 JZ2188
 JZ2188.The dynamic height is computed by dividing the NAVD 88
 JZ2188.geopotential number by the normal gravity value computed on the
 JZ2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2188.degrees latitude (g = 980.6199 gals.).
 JZ2188
 JZ2188.The modeled gravity was interpolated from observed gravity values.
 JZ2188
 JZ2188;                    North         East    Units  Estimated Accuracy
 JZ2188;SPC IN E     -   445,670.      108,730.      MT  (+/- 180 meters Scaled)
 JZ2188
 JZ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ237469(NAD 83)
 JZ2188
 JZ2188                          SUPERSEDED SURVEY CONTROL
 JZ2188
 JZ2188  NGVD 29 (??/??/92)  266.499  (m)          874.34   (f) ADJ UNCH    2 0
 JZ2188
 JZ2188.Superseded values are not recommended for survey control.
 JZ2188
 JZ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2188.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2188
 JZ2188_MARKER: DB = BENCH MARK DISK
 JZ2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2188_STAMPING: Y 48 1934
 JZ2188_MARK LOGO: CGS
 JZ2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2188+STABILITY: SURFACE MOTION
 JZ2188
 JZ2188  HISTORY     - Date     Condition        Report By
 JZ2188  HISTORY     - 1934     MONUMENTED       CGS
 JZ2188  HISTORY     - 1947     GOOD             CGS
 JZ2188  HISTORY     - 20221215 MARK NOT FOUND   INDOT
 JZ2188
 JZ2188                          STATION DESCRIPTION
 JZ2188
 JZ2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2188'1.9 MI N FROM LETTS.
 JZ2188'ABOUT 1.9 MILE NORTH ALONG THE CLEVELAND, CINCINATI, CHICAGO
 JZ2188'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, AT HORACE, 109
 JZ2188'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD CROSSING,
 JZ2188'50 FEET WEST-SOUTHWEST AND ACROSS THE TRACKS FROM THE SIGN
 JZ2188'HORACE, 26.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.5
 JZ2188'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ2188'TRACK LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2188'ABOUT 5 INCHES.
 JZ2188
 JZ2188                          STATION RECOVERY (2022)
 JZ2188
 JZ2188'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0425 ***********************************************************************
 KA0425  DESIGNATION -  Y 51
 KA0425  PID         -  KA0425
 KA0425  STATE/COUNTY-  IN/OWEN
 KA0425  COUNTRY     -  US
 KA0425  USGS QUAD   -  QUINCY (2019)
 KA0425
 KA0425                         *CURRENT SURVEY CONTROL
 KA0425  ______________________________________________________________________
 KA0425* NAD 83(1986) POSITION- 39 23 55.     (N) 086 39 54.     (W)   SCALED
 KA0425* NAVD 88 ORTHO HEIGHT -   213.320 (meters)      699.87  (feet) ADJUSTED
 KA0425  ______________________________________________________________________
 KA0425  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 KA0425  DYNAMIC HEIGHT  -        213.198 (meters)      699.47  (feet) COMP
 KA0425  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 KA0425
 KA0425  VERT ORDER      -  SECOND    CLASS 0
 KA0425
 KA0425.The horizontal coordinates were scaled from a map and have
 KA0425.an estimated accuracy of +/- 6 seconds.
 KA0425
 KA0425.The orthometric height was determined by differential leveling and
 KA0425.adjusted by the NATIONAL GEODETIC SURVEY
 KA0425.in June 1991.
 KA0425
 KA0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0425.GEOID18 height accuracy estimate available here.
 KA0425
 KA0425.Click photographs - Photos may exist for this station.
 KA0425
 KA0425.The dynamic height is computed by dividing the NAVD 88
 KA0425.geopotential number by the normal gravity value computed on the
 KA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0425.degrees latitude (g = 980.6199 gals.).
 KA0425
 KA0425.The modeled gravity was interpolated from observed gravity values.
 KA0425
 KA0425;                    North         East    Units  Estimated Accuracy
 KA0425;SPC IN W     -   460,830.      936,030.      MT  (+/- 180 meters Scaled)
 KA0425
 KA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ288610(NAD 83)
 KA0425
 KA0425                          SUPERSEDED SURVEY CONTROL
 KA0425
 KA0425  NGVD 29 (??/??/92)  213.44   (m)          700.3    (f) COMPUTED    2 0
 KA0425
 KA0425.Superseded values are not recommended for survey control.
 KA0425
 KA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0425.See file dsdata.pdf to determine how the superseded data were derived.
 KA0425
 KA0425_MARKER: DB = BENCH MARK DISK
 KA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0425_STAMPING: Y 51 1934
 KA0425_MARK LOGO: CGS
 KA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0425+STABILITY: SURFACE MOTION
 KA0425
 KA0425  HISTORY     - Date     Condition        Report By
 KA0425  HISTORY     - 1934     MONUMENTED       CGS
 KA0425  HISTORY     - 1935     GOOD             CGS
 KA0425
 KA0425                          STATION DESCRIPTION
 KA0425
 KA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA0425'3.9 MI N FROM GOSPORT.
 KA0425'3.9 MILES NORTH OF THE STATION BY RAIL, ON THE CHICAGO TO
 KA0425'LOUISVILLE DIVISION OF THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0425'RAILWAY, IN THE SOUTHWEST ANGLE FORMED BY THE CROSSING OF THE
 KA0425'RAILWAY AND A SMALL GRAVEL ROAD, 7 1/2 RAILS NORTH OF MP NO. 200,
 KA0425'13 YARDS SOUTH OF RAILWAY CULVERT 199.9, 8 YARDS SOUTH OF THE
 KA0425'CENTER LINE OF THE GRAVEL ROAD, 6 YARDS WEST OF THE WEST RAIL, A
 KA0425'CONCRETE POST, 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0426 ***********************************************************************
 KA0426  DESIGNATION -  Y 51 RESET
 KA0426  PID         -  KA0426
 KA0426  STATE/COUNTY-  IN/OWEN
 KA0426  COUNTRY     -  US
 KA0426  USGS QUAD   -  QUINCY (2019)
 KA0426
 KA0426                         *CURRENT SURVEY CONTROL
 KA0426  ______________________________________________________________________
 KA0426* NAD 83(1986) POSITION- 39 23 55.71   (N) 086 39 54.86   (W)   HD_HELD1
 KA0426* NAVD 88 ORTHO HEIGHT -   213.181 (meters)      699.41  (feet) ADJUSTED
 KA0426  ______________________________________________________________________
 KA0426  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 KA0426  DYNAMIC HEIGHT  -        213.058 (meters)      699.01  (feet) COMP
 KA0426  MODELED GRAVITY -    980,047.1   (mgal)                       NAVD 88
 KA0426
 KA0426  VERT ORDER      -  SECOND    CLASS 0
 KA0426
 KA0426.The horizontal coordinates were determined by differentially corrected
 KA0426.hand held GPS observations or other comparable positioning techniques
 KA0426.and have an estimated accuracy of +/- 3 meters.
 KA0426
 KA0426.The orthometric height was determined by differential leveling and
 KA0426.adjusted by the NATIONAL GEODETIC SURVEY
 KA0426.in June 1991.
 KA0426
 KA0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0426.GEOID18 height accuracy estimate available here.
 KA0426
 KA0426.Click photographs - Photos may exist for this station.
 KA0426
 KA0426.The dynamic height is computed by dividing the NAVD 88
 KA0426.geopotential number by the normal gravity value computed on the
 KA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0426.degrees latitude (g = 980.6199 gals.).
 KA0426
 KA0426.The modeled gravity was interpolated from observed gravity values.
 KA0426
 KA0426;                    North         East    Units  Estimated Accuracy
 KA0426;SPC IN W     -   460,853.6     936,012.7     MT  (+/- 3 meters HH1 GPS) 
 KA0426
 KA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2882461087(NAD 83)
 KA0426
 KA0426                          SUPERSEDED SURVEY CONTROL
 KA0426
 KA0426  NGVD 29 (??/??/92)  213.295  (m)          699.79   (f) ADJ UNCH    2 0
 KA0426
 KA0426.Superseded values are not recommended for survey control.
 KA0426
 KA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0426.See file dsdata.pdf to determine how the superseded data were derived.
 KA0426
 KA0426_MARKER: DB = BENCH MARK DISK
 KA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0426_STAMPING: Y 51 1934 RESET 1946
 KA0426_MARK LOGO: CGS
 KA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0426+STABILITY: SURFACE MOTION
 KA0426
 KA0426  HISTORY     - Date     Condition        Report By
 KA0426  HISTORY     - 1946     MONUMENTED       CGS
 KA0426
 KA0426                          STATION DESCRIPTION
 KA0426
 KA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0426'3.9 MI NW FROM GOSPORT.
 KA0426'3.9 MILES NORTHWEST ALONG THE MONON RAILROAD (FORMERLY THE
 KA0426'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY) FROM THE STATION
 KA0426'AT GOSPORT, AT A FARM ROAD CROSSING, 31 FEET SOUTH OF THE
 KA0426'CENTERLINE OF THE CROSSING, 14 FEET SOUTH OF THE CROSSING WARNING
 KA0426'SIGN, 13 FEET EAST OF A FENCE CORNER, 40 FEET EAST OF TELEPHONE
 KA0426'POLE NO. T W P 2237, AND 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 KA0426'A STANDARD DISK, STAMPED Y 51 1934 RESET 1946 AND SET IN THE
 KA0426'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0426'NOTE-- THIS MARK MAY BE REACHED FROM THE STATION AT QUINCY BY
 KA0426'GOING 4.65 MILES SOUTHEAST ALONG THE MONON RAILROAD.  NOTE-- BENCH
 KA0426'MARK Y 51 WAS FOUND TO BE VERY LOOSE IN THE GROUND AND WAS RESET
 KA0426'BY A PARTY FROM THIS BUREAU DURING THE RELEVELING OF 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0455 ***********************************************************************
 KA0455  DESIGNATION -  Y 52
 KA0455  PID         -  KA0455
 KA0455  STATE/COUNTY-  IN/MONROE
 KA0455  COUNTRY     -  US
 KA0455  USGS QUAD   -  BLOOMINGTON (2019)
 KA0455
 KA0455                         *CURRENT SURVEY CONTROL
 KA0455  ______________________________________________________________________
 KA0455* NAD 83(1986) POSITION- 39 09 52.     (N) 086 31 53.     (W)   SCALED
 KA0455* NAVD 88 ORTHO HEIGHT -   226.075 (meters)      741.71  (feet) ADJUSTED
 KA0455  ______________________________________________________________________
 KA0455  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 KA0455  DYNAMIC HEIGHT  -        225.936 (meters)      741.26  (feet) COMP
 KA0455  MODELED GRAVITY -    980,010.3   (mgal)                       NAVD 88
 KA0455
 KA0455  VERT ORDER      -  SECOND    CLASS 0
 KA0455
 KA0455.The horizontal coordinates were scaled from a map and have
 KA0455.an estimated accuracy of +/- 6 seconds.
 KA0455
 KA0455.The orthometric height was determined by differential leveling and
 KA0455.adjusted by the NATIONAL GEODETIC SURVEY
 KA0455.in June 1991.
 KA0455
 KA0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0455.GEOID18 height accuracy estimate available here.
 KA0455
 KA0455.Click photographs - Photos may exist for this station.
 KA0455
 KA0455.The dynamic height is computed by dividing the NAVD 88
 KA0455.geopotential number by the normal gravity value computed on the
 KA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0455.degrees latitude (g = 980.6199 gals.).
 KA0455
 KA0455.The modeled gravity was interpolated from observed gravity values.
 KA0455
 KA0455;                    North         East    Units  Estimated Accuracy
 KA0455;SPC IN W     -   434,900.      947,700.      MT  (+/- 180 meters Scaled)
 KA0455
 KA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ404351(NAD 83)
 KA0455
 KA0455                          SUPERSEDED SURVEY CONTROL
 KA0455
 KA0455  NGVD 29 (??/??/92)  226.189  (m)          742.09   (f) ADJ UNCH    2 0
 KA0455
 KA0455.Superseded values are not recommended for survey control.
 KA0455
 KA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0455.See file dsdata.pdf to determine how the superseded data were derived.
 KA0455
 KA0455_MARKER: DB = BENCH MARK DISK
 KA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0455_STAMPING: 742.088 Y 52 1934
 KA0455_MARK LOGO: CGS
 KA0455_PROJECTION: PROJECTING 10 CENTIMETERS
 KA0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0455+STABILITY: SURFACE MOTION
 KA0455
 KA0455  HISTORY     - Date     Condition        Report By
 KA0455  HISTORY     - 1934     MONUMENTED       CGS
 KA0455  HISTORY     - 1944     GOOD             CGS
 KA0455  HISTORY     - 1977     GOOD             LOCENG
 KA0455
 KA0455                          STATION DESCRIPTION
 KA0455
 KA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KA0455'AT BLOOMINGTON.
 KA0455'AT BLOOMINGTON, AT THE INTERSECTION OF SOUTH LINCOLN STREET
 KA0455'AND EAST THIRD STREET, 19 YARDS WEST OF THE WEST CURB OF
 KA0455'SOUTH LINCOLN STREET, 12 YARDS SOUTH OF THE SOUTH CURB OF
 KA0455'EAST THIRD STREET, IN THE THIRD STREET PARK, AND 27 YARDS
 KA0455'NORTHEAST OF THE MEMORIAL FIRE ALARM CURFEW.  A STANDARD DISK,
 KA0455'STAMPED 742.088 Y 52 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0455'PROJECTING 4 INCHES ABOVE GROUND.
 KA0455
 KA0455                          STATION RECOVERY (1977)
 KA0455
 KA0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KA0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0094 ***********************************************************************
 JA0094  DESIGNATION -  Y 54
 JA0094  PID         -  JA0094
 JA0094  STATE/COUNTY-  IN/ORANGE
 JA0094  COUNTRY     -  US
 JA0094  USGS QUAD   -  PAOLI (2019)
 JA0094
 JA0094                         *CURRENT SURVEY CONTROL
 JA0094  ______________________________________________________________________
 JA0094* NAD 83(1986) POSITION- 38 33 34.     (N) 086 28 07.     (W)   SCALED
 JA0094* NAVD 88 ORTHO HEIGHT -   204.640 (meters)      671.39  (feet) ADJUSTED
 JA0094  ______________________________________________________________________
 JA0094  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 JA0094  DYNAMIC HEIGHT  -        204.499 (meters)      670.93  (feet) COMP
 JA0094  MODELED GRAVITY -    979,939.3   (mgal)                       NAVD 88
 JA0094
 JA0094  VERT ORDER      -  SECOND    CLASS 0
 JA0094
 JA0094.The horizontal coordinates were scaled from a map and have
 JA0094.an estimated accuracy of +/- 6 seconds.
 JA0094
 JA0094.The orthometric height was determined by differential leveling and
 JA0094.adjusted by the NATIONAL GEODETIC SURVEY
 JA0094.in June 1991.
 JA0094
 JA0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0094.GEOID18 height accuracy estimate available here.
 JA0094
 JA0094.Click photographs - Photos may exist for this station.
 JA0094
 JA0094.The dynamic height is computed by dividing the NAVD 88
 JA0094.geopotential number by the normal gravity value computed on the
 JA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0094.degrees latitude (g = 980.6199 gals.).
 JA0094
 JA0094.The modeled gravity was interpolated from observed gravity values.
 JA0094
 JA0094;                    North         East    Units  Estimated Accuracy
 JA0094;SPC IN W     -   367,770.      953,580.      MT  (+/- 180 meters Scaled)
 JA0094
 JA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462680(NAD 83)
 JA0094
 JA0094                          SUPERSEDED SURVEY CONTROL
 JA0094
 JA0094  NGVD 29 (??/??/92)  204.74   (m)          671.7    (f) COMPUTED    2 0
 JA0094
 JA0094.Superseded values are not recommended for survey control.
 JA0094
 JA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0094.See file dsdata.pdf to determine how the superseded data were derived.
 JA0094
 JA0094_MARKER: DB = BENCH MARK DISK
 JA0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0094_STAMPING: Y 54 1934
 JA0094_MARK LOGO: CGS
 JA0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0094+STABILITY: SURFACE MOTION
 JA0094
 JA0094  HISTORY     - Date     Condition        Report By
 JA0094  HISTORY     - 1934     MONUMENTED       CGS
 JA0094  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0094
 JA0094                          STATION DESCRIPTION
 JA0094
 JA0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0094'AT PAOLI.
 JA0094'AT PAOLI, ORANGE COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 JA0094'LOUISVILLE RAILWAY, 65.5 FEET EAST OF THE EAST SIDE OF THE
 JA0094'STATION, AT THE CROSSING OF STATE HIGHWAY 37, 56.5 FEET WEST OF
 JA0094'THE CENTERLINE OF STATE HIGHWAY 37, 41.7 FEET SOUTH OF THE
 JA0094'SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 6 FEET LOWER THAN THE
 JA0094'TRACK.  A STANDARD DISK, STAMPED Y 54 1934 AND SET IN THE TOP
 JA0094'OF A CONCRETE POST.  NOTE-- THE MARK IS BELIEVED TO HAVE BEEN
 JA0094'DESTROYED WHEN A PAVED PARKING AREA WAS CONSTRUCTED AT THE
 JA0094'DESCRIBED LOCATION OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1337 ***********************************************************************
 HZ1337  DESIGNATION -  Y 55
 HZ1337  PID         -  HZ1337
 HZ1337  STATE/COUNTY-  IN/FLOYD
 HZ1337  COUNTRY     -  US
 HZ1337  USGS QUAD   -  NEW ALBANY (2019)
 HZ1337
 HZ1337                         *CURRENT SURVEY CONTROL
 HZ1337  ______________________________________________________________________
 HZ1337* NAD 83(1986) POSITION- 38 16 37.     (N) 085 49 54.     (W)   SCALED
 HZ1337* NAVD 88 ORTHO HEIGHT -   134.769 (meters)      442.15  (feet) ADJUSTED
 HZ1337  ______________________________________________________________________
 HZ1337  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 HZ1337  DYNAMIC HEIGHT  -        134.677 (meters)      441.85  (feet) COMP
 HZ1337  MODELED GRAVITY -    979,947.1   (mgal)                       NAVD 88
 HZ1337
 HZ1337  VERT ORDER      -  SECOND    CLASS 0
 HZ1337
 HZ1337.The horizontal coordinates were scaled from a map and have
 HZ1337.an estimated accuracy of +/- 6 seconds.
 HZ1337
 HZ1337.The orthometric height was determined by differential leveling and
 HZ1337.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1337.in June 1991.
 HZ1337
 HZ1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1337.GEOID18 height accuracy estimate available here.
 HZ1337
 HZ1337.Click photographs - Photos may exist for this station.
 HZ1337
 HZ1337.The dynamic height is computed by dividing the NAVD 88
 HZ1337.geopotential number by the normal gravity value computed on the
 HZ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1337.degrees latitude (g = 980.6199 gals.).
 HZ1337
 HZ1337.The modeled gravity was interpolated from observed gravity values.
 HZ1337
 HZ1337;                    North         East    Units  Estimated Accuracy
 HZ1337;SPC IN E     -   336,250.       85,560.      MT  (+/- 180 meters Scaled)
 HZ1337
 HZ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH021371(NAD 83)
 HZ1337
 HZ1337                          SUPERSEDED SURVEY CONTROL
 HZ1337
 HZ1337  NGVD 29 (??/??/92)  134.916  (m)          442.64   (f) ADJ UNCH    2 0
 HZ1337
 HZ1337.Superseded values are not recommended for survey control.
 HZ1337
 HZ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1337.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1337
 HZ1337_MARKER: DB = BENCH MARK DISK
 HZ1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1337_SP_SET: ABUTMENT
 HZ1337_STAMPING: Y 55 1934
 HZ1337_MARK LOGO: CGS
 HZ1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1337
 HZ1337  HISTORY     - Date     Condition        Report By
 HZ1337  HISTORY     - 1934     MONUMENTED       CGS
 HZ1337  HISTORY     - 1935     GOOD             CGS
 HZ1337  HISTORY     - 1967     GOOD             CGS
 HZ1337
 HZ1337                          STATION DESCRIPTION
 HZ1337
 HZ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1337'0.8 MI W FROM NEW ALBANY.
 HZ1337'0.8 MILE WEST ALONG THE SOURR            FROM THE STATION AT
 HZ1337'NEW ALBANY, FLOYD COUNTY, AT BRIDGE 267.0 OVER FALLING RIVER, IN
 HZ1337'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 5 FEET SOUTH OF
 HZ1337'THE SOUTH RAIL, AND 9 INCHES LOWER THAN THE TRACK.  A STANDARD
 HZ1337'DISK, STAMPED Y 55 1934.
 HZ1337
 HZ1337                          STATION RECOVERY (1967)
 HZ1337
 HZ1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HZ1337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0541 ***********************************************************************
 JA0541  DESIGNATION -  Y 56
 JA0541  PID         -  JA0541
 JA0541  STATE/COUNTY-  IN/CRAWFORD
 JA0541  COUNTRY     -  US
 JA0541  USGS QUAD   -  TASWELL (2019)
 JA0541
 JA0541                         *CURRENT SURVEY CONTROL
 JA0541  ______________________________________________________________________
 JA0541* NAD 83(1986) POSITION- 38 19 17.     (N) 086 36 51.     (W)   SCALED
 JA0541* NAVD 88 ORTHO HEIGHT -   220.542 (meters)      723.56  (feet) POSTED
 JA0541  ______________________________________________________________________
 JA0541  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JA0541  DYNAMIC HEIGHT  -        220.39  (meters)      723.1   (feet) COMP
 JA0541  MODELED GRAVITY -    979,931.2   (mgal)                       NAVD 88
 JA0541
 JA0541  VERT ORDER      -  * POSTED, SEE BELOW
 JA0541
 JA0541.The horizontal coordinates were scaled from a map and have
 JA0541.an estimated accuracy of +/- 6 seconds.
 JA0541
 JA0541.The orthometric height was determined by differential leveling
 JA0541.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0541
 JA0541.* This is a POSTED BENCH MARK height.
 JA0541
 JA0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0541.GEOID18 height accuracy estimate available here.
 JA0541
 JA0541.Click photographs - Photos may exist for this station.
 JA0541
 JA0541.The dynamic height is computed by dividing the NAVD 88
 JA0541.geopotential number by the normal gravity value computed on the
 JA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0541.degrees latitude (g = 980.6199 gals.).
 JA0541
 JA0541.The modeled gravity was interpolated from observed gravity values.
 JA0541
 JA0541;                    North         East    Units  Estimated Accuracy
 JA0541;SPC IN W     -   341,270.      941,030.      MT  (+/- 180 meters Scaled)
 JA0541
 JA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH337415(NAD 83)
 JA0541
 JA0541                          SUPERSEDED SURVEY CONTROL
 JA0541
 JA0541  NGVD 29 (??/??/92)  220.64   (m)          723.9    (f) COMPUTED    2 0
 JA0541
 JA0541.Superseded values are not recommended for survey control.
 JA0541
 JA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0541.See file dsdata.pdf to determine how the superseded data were derived.
 JA0541
 JA0541_MARKER: DB = BENCH MARK DISK
 JA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0541_STAMPING: Y 56 1934
 JA0541_MARK LOGO: CGS
 JA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0541+STABILITY: SURFACE MOTION
 JA0541
 JA0541  HISTORY     - Date     Condition        Report By
 JA0541  HISTORY     - 1934     MONUMENTED       CGS
 JA0541  HISTORY     - 1965     MARK NOT FOUND   CGS
 JA0541
 JA0541                          STATION DESCRIPTION
 JA0541
 JA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JA0541'AT ECKERTY.
 JA0541'AT ECKERTY, CRAWFORD COUNTY, ON THE SOUTHERN RAILWAY, 100 YARDS
 JA0541'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 75 YARDS
 JA0541'NORTHWEST OF A ROAD CROSSING, 28 YARDS SOUTH OF THE CENTERLINE
 JA0541'OF STATE HIGHWAY 64, 48 FEET EAST OF A POLE, 15 FEET NORTH OF THE
 JA0541'NORTH RAIL, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JA0541'STAMPED Y 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JA0541
 JA0541                          STATION RECOVERY (1965)
 JA0541
 JA0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1381 ***********************************************************************
 HZ1381  DESIGNATION -  Y 59
 HZ1381  PID         -  HZ1381
 HZ1381  STATE/COUNTY-  IN/CLARK
 HZ1381  COUNTRY     -  US
 HZ1381  USGS QUAD   -  SPEED (2019)
 HZ1381
 HZ1381                         *CURRENT SURVEY CONTROL
 HZ1381  ______________________________________________________________________
 HZ1381* NAD 83(2011) POSITION- 38 24 57.71855(N) 085 45 08.31040(W)   ADJUSTED
 HZ1381* NAD 83(2011) ELLIP HT-   109.029 (meters)        (06/06/23)   ADJUSTED
 HZ1381* NAD 83(2011) EPOCH   -  2010.00
 HZ1381* NAVD 88 ORTHO HEIGHT -   142.532 (meters)      467.62  (feet) ADJUSTED
 HZ1381  ______________________________________________________________________
 HZ1381  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 HZ1381  NAD 83(2011) X  -    370,634.253 (meters)                     COMP
 HZ1381  NAD 83(2011) Y  - -4,990,206.734 (meters)                     COMP
 HZ1381  NAD 83(2011) Z  -  3,941,798.375 (meters)                     COMP
 HZ1381  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 HZ1381  DYNAMIC HEIGHT  -        142.437 (meters)      467.31  (feet) COMP
 HZ1381  MODELED GRAVITY -    979,962.4   (mgal)                       NAVD 88
 HZ1381
 HZ1381  VERT ORDER      -  SECOND    CLASS 0
 HZ1381
 HZ1381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1381  Standards:
 HZ1381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1381  -------------------------------------------------------------------
 HZ1381  NETWORK    0.78   1.86           0.31   0.33   0.95      0.11680300
 HZ1381  -------------------------------------------------------------------
 HZ1381  Click here for local accuracies and other accuracy information.
 HZ1381
 HZ1381.The horizontal coordinates were established by GPS observations
 HZ1381.and adjusted by the INDIANA DEPT OF TRANSP in June 2023.
 HZ1381
 HZ1381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1381.been affixed to the stable North American tectonic plate. See 
 HZ1381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1381
 HZ1381.The horizontal coordinates are valid at the epoch date displayed above
 HZ1381.which is a decimal equivalence of Year/Month/Day.
 HZ1381
 HZ1381.The orthometric height was determined by differential leveling and
 HZ1381.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1381.in June 1991.
 HZ1381
 HZ1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1381.GEOID18 height accuracy estimate available here.
 HZ1381
 HZ1381.Click photographs - Photos may exist for this station.
 HZ1381
 HZ1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1381
 HZ1381.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1381
 HZ1381.The ellipsoidal height was determined by GPS observations
 HZ1381.and is referenced to NAD 83.
 HZ1381
 HZ1381.The dynamic height is computed by dividing the NAVD 88
 HZ1381.geopotential number by the normal gravity value computed on the
 HZ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1381.degrees latitude (g = 980.6199 gals.).
 HZ1381
 HZ1381.The modeled gravity was interpolated from observed gravity values.
 HZ1381
 HZ1381. The following values were computed from the NAD 83(2011) position.
 HZ1381
 HZ1381;                    North         East     Units Scale Factor Converg.
 HZ1381;SPC IN E     -   351,675.790    92,520.815   MT  0.99996736   -0 03 11.6
 HZ1381;SPC IN E     - 1,153,789.65    303,545.37   sFT  0.99996736   -0 03 11.6
 HZ1381;UTM  16      - 4,252,713.374   608,924.219   MT  0.99974611   +0 46 31.3
 HZ1381
 HZ1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1381!SPC IN E     -   0.99998289  x   0.99996736  =   0.99995025
 HZ1381!UTM  16      -   0.99998289  x   0.99974611  =   0.99972901
 HZ1381
 HZ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0892452713(NAD 83)
 HZ1381
 HZ1381                          SUPERSEDED SURVEY CONTROL
 HZ1381
 HZ1381  NGVD 29 (??/??/92)  142.675  (m)          468.09   (f) ADJ UNCH    2 0
 HZ1381
 HZ1381.Superseded values are not recommended for survey control.
 HZ1381
 HZ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1381.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1381
 HZ1381_MARKER: DB = BENCH MARK DISK
 HZ1381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1381_SP_SET: ABUTMENT
 HZ1381_STAMPING: Y 59 1934
 HZ1381_MARK LOGO: CGS
 HZ1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1381+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 HZ1381
 HZ1381  HISTORY     - Date     Condition        Report By
 HZ1381  HISTORY     - 1934     MONUMENTED       CGS
 HZ1381  HISTORY     - 20230518 GOOD             INDOT
 HZ1381
 HZ1381                          STATION DESCRIPTION
 HZ1381
 HZ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HZ1381'AT SPEED.
 HZ1381'AT SPEED, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD, 200 FEET
 HZ1381'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIXMENT CEMENT PLANT, AT
 HZ1381'BRIDGE NO. 98/08 OVER A CREEK, IN THE TOP OF THE EAST END OF THE
 HZ1381'NORTH ABUTMENT, 5.7 FEET EAST OF THE EAST RAIL, 11 INCHES WEST OF
 HZ1381'THE EAST EDGE OF THE ABUTMENT, 9 INCHES SOUTH OF THE NORTH EDGE,
 HZ1381'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 59 1934.
 HZ1381
 HZ1381                          STATION RECOVERY (2023)
 HZ1381
 HZ1381'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TAD)
 HZ1381'MARK WAS RECOVERED IN GOOD CONDITION USING THE DIRECTIONS ON THE
 HZ1381'NATIONAL GEODETIC SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0053 ***********************************************************************
 KA0053  DESIGNATION -  Y 61
 KA0053  PID         -  KA0053
 KA0053  STATE/COUNTY-  IN/MORGAN
 KA0053  COUNTRY     -  US
 KA0053  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0053
 KA0053                         *CURRENT SURVEY CONTROL
 KA0053  ______________________________________________________________________
 KA0053* NAD 83(1986) POSITION- 39 34 38.     (N) 086 18 20.     (W)   SCALED
 KA0053* NAVD 88 ORTHO HEIGHT -   233.142 (meters)      764.90  (feet) ADJUSTED
 KA0053  ______________________________________________________________________
 KA0053  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 KA0053  DYNAMIC HEIGHT  -        233.017 (meters)      764.49  (feet) COMP
 KA0053  MODELED GRAVITY -    980,084.4   (mgal)                       NAVD 88
 KA0053
 KA0053  VERT ORDER      -  SECOND    CLASS 0
 KA0053
 KA0053.The horizontal coordinates were scaled from a map and have
 KA0053.an estimated accuracy of +/- 6 seconds.
 KA0053
 KA0053.The orthometric height was determined by differential leveling and
 KA0053.adjusted by the NATIONAL GEODETIC SURVEY
 KA0053.in June 1991.
 KA0053
 KA0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0053.GEOID18 height accuracy estimate available here.
 KA0053
 KA0053.Click photographs - Photos may exist for this station.
 KA0053
 KA0053.The dynamic height is computed by dividing the NAVD 88
 KA0053.geopotential number by the normal gravity value computed on the
 KA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0053.degrees latitude (g = 980.6199 gals.).
 KA0053
 KA0053.The modeled gravity was interpolated from observed gravity values.
 KA0053
 KA0053;                    North         East    Units  Estimated Accuracy
 KA0053;SPC IN W     -   480,870.      966,820.      MT  (+/- 180 meters Scaled)
 KA0053
 KA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ596810(NAD 83)
 KA0053
 KA0053                          SUPERSEDED SURVEY CONTROL
 KA0053
 KA0053  NGVD 29 (??/??/92)  233.271  (m)          765.32   (f) ADJ UNCH    2 0
 KA0053
 KA0053.Superseded values are not recommended for survey control.
 KA0053
 KA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0053.See file dsdata.pdf to determine how the superseded data were derived.
 KA0053
 KA0053_MARKER: DB = BENCH MARK DISK
 KA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0053_STAMPING: Y 61 1946
 KA0053_MARK LOGO: CGS
 KA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0053+STABILITY: SURFACE MOTION
 KA0053
 KA0053  HISTORY     - Date     Condition        Report By
 KA0053  HISTORY     - 1946     MONUMENTED       CGS
 KA0053  HISTORY     - 20170306 MARK NOT FOUND   INDOT
 KA0053
 KA0053                          STATION DESCRIPTION
 KA0053
 KA0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0053'0.6 MI SE FROM FIVE POINTS.
 KA0053'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 144 FROM THE CROSS
 KA0053'ROADS AT FIVE POINTS, 70 FEET SOUTHEAST OF THE EAST CORNER OF THE
 KA0053'W. ZOLLER FARM HOUSE, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KA0053'HIGHWAY, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY
 KA0053'LEADING TO A DOUBLE GARAGE, 1.5 FEET NORTH OF A WHITE WOODEN
 KA0053'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KA0053'STAMPED Y 61 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0053'5 INCHES ABOVE GROUND.
 KA0053
 KA0053                          STATION RECOVERY (2017)
 KA0053
 KA0053'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0053'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0057 ***********************************************************************
 KA0057  DESIGNATION -  Y 62
 KA0057  PID         -  KA0057
 KA0057  STATE/COUNTY-  IN/HENDRICKS
 KA0057  COUNTRY     -  US
 KA0057  USGS QUAD   -  PLAINFIELD (2019)
 KA0057
 KA0057                         *CURRENT SURVEY CONTROL
 KA0057  ______________________________________________________________________
 KA0057* NAD 83(1986) POSITION- 39 40 56.6    (N) 086 28 07.1    (W)   HD_HELD2
 KA0057* NAVD 88 ORTHO HEIGHT -   243.706 (meters)      799.56  (feet) ADJUSTED
 KA0057  ______________________________________________________________________
 KA0057  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 KA0057  DYNAMIC HEIGHT  -        243.574 (meters)      799.13  (feet) COMP
 KA0057  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 KA0057
 KA0057  VERT ORDER      -  SECOND    CLASS 0
 KA0057
 KA0057.The horizontal coordinates were established by autonomous hand held GPS
 KA0057.observations and have an estimated accuracy of +/- 10 meters.
 KA0057
 KA0057.The orthometric height was determined by differential leveling and
 KA0057.adjusted by the NATIONAL GEODETIC SURVEY
 KA0057.in June 1991.
 KA0057
 KA0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0057.GEOID18 height accuracy estimate available here.
 KA0057
 KA0057.Click photographs - Photos may exist for this station.
 KA0057
 KA0057.The dynamic height is computed by dividing the NAVD 88
 KA0057.geopotential number by the normal gravity value computed on the
 KA0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0057.degrees latitude (g = 980.6199 gals.).
 KA0057
 KA0057.The modeled gravity was interpolated from observed gravity values.
 KA0057
 KA0057;                    North         East    Units  Estimated Accuracy
 KA0057;SPC IN W     -   492,435.      952,732.      MT  (+/- 10 meters HH2 GPS)
 KA0057
 KA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4556692641(NAD 83)
 KA0057
 KA0057                          SUPERSEDED SURVEY CONTROL
 KA0057
 KA0057  NGVD 29 (??/??/92)  243.807  (m)          799.89   (f) ADJ UNCH    2 0
 KA0057
 KA0057.Superseded values are not recommended for survey control.
 KA0057
 KA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0057.See file dsdata.pdf to determine how the superseded data were derived.
 KA0057
 KA0057_MARKER: DB = BENCH MARK DISK
 KA0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0057_SP_SET: CULVERT HEADWALL
 KA0057_STAMPING: Y 62 1946
 KA0057_MARK LOGO: CGS
 KA0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0057+STABILITY: SURFACE MOTION
 KA0057
 KA0057  HISTORY     - Date     Condition        Report By
 KA0057  HISTORY     - 1946     MONUMENTED       CGS
 KA0057
 KA0057                          STATION DESCRIPTION
 KA0057
 KA0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0057'1.1 MI E FROM BELLEVILLE.
 KA0057'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 KA0057'OF STATE HIGHWAY 39 AT BELLEVILLE, 0.5 MILE WEST OF RALSTONS
 KA0057'DELUXE CABINS ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE TOP
 KA0057'OF THE EAST END OF THE SOUTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT,
 KA0057'54 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A
 KA0057'RADIO REPAIR SHOP AND A FARM HOUSE, 25 FEET SOUTH OF AND ABOUT
 KA0057'LEVEL WITH THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE
 KA0057'HIGHWAY.  A STANDARD DISK, STAMPED Y 62 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0165 ***********************************************************************
 KA0165  DESIGNATION -  Y 63
 KA0165  PID         -  KA0165
 KA0165  STATE/COUNTY-  IN/MORGAN
 KA0165  COUNTRY     -  US
 KA0165  USGS QUAD   -  MOORESVILLE WEST (2019)
 KA0165
 KA0165                         *CURRENT SURVEY CONTROL
 KA0165  ______________________________________________________________________
 KA0165* NAD 83(1986) POSITION- 39 35 06.     (N) 086 28 02.     (W)   SCALED
 KA0165* NAVD 88 ORTHO HEIGHT -   243.047 (meters)      797.40  (feet) ADJUSTED
 KA0165  ______________________________________________________________________
 KA0165  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KA0165  DYNAMIC HEIGHT  -        242.912 (meters)      796.95  (feet) COMP
 KA0165  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 KA0165
 KA0165  VERT ORDER      -  SECOND    CLASS 0
 KA0165
 KA0165.The horizontal coordinates were scaled from a map and have
 KA0165.an estimated accuracy of +/- 6 seconds.
 KA0165
 KA0165.The orthometric height was determined by differential leveling and
 KA0165.adjusted by the NATIONAL GEODETIC SURVEY
 KA0165.in June 1991.
 KA0165
 KA0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0165.GEOID18 height accuracy estimate available here.
 KA0165
 KA0165.Click photographs - Photos may exist for this station.
 KA0165
 KA0165.The dynamic height is computed by dividing the NAVD 88
 KA0165.geopotential number by the normal gravity value computed on the
 KA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0165.degrees latitude (g = 980.6199 gals.).
 KA0165
 KA0165.The modeled gravity was interpolated from observed gravity values.
 KA0165
 KA0165;                    North         East    Units  Estimated Accuracy
 KA0165;SPC IN W     -   481,620.      952,930.      MT  (+/- 180 meters Scaled)
 KA0165
 KA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ457818(NAD 83)
 KA0165
 KA0165                          SUPERSEDED SURVEY CONTROL
 KA0165
 KA0165  NGVD 29 (??/??/92)  243.164  (m)          797.78   (f) ADJ UNCH    2 0
 KA0165
 KA0165.Superseded values are not recommended for survey control.
 KA0165
 KA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0165.See file dsdata.pdf to determine how the superseded data were derived.
 KA0165
 KA0165_MARKER: DB = BENCH MARK DISK
 KA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0165_STAMPING: Y 63 1946
 KA0165_MARK LOGO: CGS
 KA0165_PROJECTION: PROJECTING 18 CENTIMETERS
 KA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0165+STABILITY: SURFACE MOTION
 KA0165
 KA0165  HISTORY     - Date     Condition        Report By
 KA0165  HISTORY     - 1946     MONUMENTED       CGS
 KA0165  HISTORY     - 20070711 MARK NOT FOUND   PICI
 KA0165
 KA0165                          STATION DESCRIPTION
 KA0165
 KA0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0165'1 MI NE FROM MONROVIA.
 KA0165'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 42 FROM THE POST
 KA0165'OFFICE AT MONROVIA, AT THE SOUTHWEST CORNER OF THE WEST UNION
 KA0165'FRIENDS CEMETERY, AT THE JUNCTION OF A ROAD LEADING NORTHWEST,
 KA0165'64 FEET WEST OF THE CEMETERY ENTRANCE, 43 FEET NORTH OF AND
 KA0165'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, 15 FEET
 KA0165'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST, 3 FEET
 KA0165'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CEMETERY, AND 1.5 FEET
 KA0165'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KA0165'Y 63 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 KA0165'INCHES ABOVE GROUND.
 KA0165
 KA0165                          STATION RECOVERY (2007)
 KA0165
 KA0165'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2007 (TF)
 KA0165'MARK APPEARS TO BE DESTROYED DUE TO INTERSECTION WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1090 ***********************************************************************
 KA1090  DESIGNATION -  Y 66
 KA1090  PID         -  KA1090
 KA1090  STATE/COUNTY-  IN/VIGO
 KA1090  COUNTRY     -  US
 KA1090  USGS QUAD   -  STAUNTON (2019)
 KA1090
 KA1090                         *CURRENT SURVEY CONTROL
 KA1090  ______________________________________________________________________
 KA1090* NAD 83(1986) POSITION- 39 29 06.     (N) 087 14 08.     (W)   SCALED
 KA1090* NAVD 88 ORTHO HEIGHT -   184.467 (meters)      605.21  (feet) ADJUSTED
 KA1090  ______________________________________________________________________
 KA1090  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 KA1090  DYNAMIC HEIGHT  -        184.361 (meters)      604.86  (feet) COMP
 KA1090  MODELED GRAVITY -    980,050.4   (mgal)                       NAVD 88
 KA1090
 KA1090  VERT ORDER      -  SECOND    CLASS 0
 KA1090
 KA1090.The horizontal coordinates were scaled from a map and have
 KA1090.an estimated accuracy of +/- 6 seconds.
 KA1090
 KA1090.The orthometric height was determined by differential leveling and
 KA1090.adjusted by the NATIONAL GEODETIC SURVEY
 KA1090.in June 1991.
 KA1090
 KA1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1090.GEOID18 height accuracy estimate available here.
 KA1090
 KA1090.Click photographs - Photos may exist for this station.
 KA1090
 KA1090.The dynamic height is computed by dividing the NAVD 88
 KA1090.geopotential number by the normal gravity value computed on the
 KA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1090.degrees latitude (g = 980.6199 gals.).
 KA1090
 KA1090.The modeled gravity was interpolated from observed gravity values.
 KA1090
 KA1090;                    North         East    Units  Estimated Accuracy
 KA1090;SPC IN W     -   470,350.      886,900.      MT  (+/- 180 meters Scaled)
 KA1090
 KA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ797706(NAD 83)
 KA1090
 KA1090                          SUPERSEDED SURVEY CONTROL
 KA1090
 KA1090  NGVD 29 (??/??/92)  184.565  (m)          605.53   (f) ADJ UNCH    2 0
 KA1090
 KA1090.Superseded values are not recommended for survey control.
 KA1090
 KA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1090.See file dsdata.pdf to determine how the superseded data were derived.
 KA1090
 KA1090_MARKER: DB = BENCH MARK DISK
 KA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1090_STAMPING: Y 66 1946
 KA1090_MARK LOGO: CGS
 KA1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1090+STABILITY: SURFACE MOTION
 KA1090
 KA1090  HISTORY     - Date     Condition        Report By
 KA1090  HISTORY     - 1946     MONUMENTED       CGS
 KA1090  HISTORY     - 1960     GOOD             CGS
 KA1090  HISTORY     - 19900428 GOOD             USPSQD
 KA1090
 KA1090                          STATION DESCRIPTION
 KA1090
 KA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KA1090'2.6 MI SE FROM SEELYVILLE.
 KA1090'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KA1090'SEELYVILLE, THENCE ABOUT 0.8 MILE SOUTH, THENCE ABOUT 1.2 MILES
 KA1090'EAST ALONG A GRAVEL ROAD LEADING TO STAUNTON, 0.1 MILE WEST OF A
 KA1090'CROSS ROAD, SET AT THE TOP OF A GRADE, IN THE SOUTH EAST CORNER
 KA1090'OF A CULTIVATED FIELD, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KA1090'OF A BRICK FARM HOUSE, 21 FEET NORTH OF THE CENTER LINE OF THE
 KA1090'DRIVE-WAY TO THE FARM HOUSE, 4.5 FEET NORTHEAST OF A POWER LINE
 KA1090'POLE, 4 FEET NORTHWEST OF A WOVEN WIRE FENCE CORNER, AND 2 FEET
 KA1090'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 KA1090'CONCRETE POST.  THIS MARK MAY BE REACHED FROM THE POST OFFICE AT
 KA1090'STAUNTON BY GOING ABOUT 2.65 MILES WEST ALONG A GRAVEL ROAD TO
 KA1090'SEELYVILLE.
 KA1090
 KA1090                          STATION RECOVERY (1990)
 KA1090
 KA1090'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0939 ***********************************************************************
 KA0939  DESIGNATION -  Y 67
 KA0939  PID         -  KA0939
 KA0939  STATE/COUNTY-  IN/CLAY
 KA0939  COUNTRY     -  US
 KA0939  USGS QUAD   -  BRAZIL EAST (2019)
 KA0939
 KA0939                         *CURRENT SURVEY CONTROL
 KA0939  ______________________________________________________________________
 KA0939* NAD 83(1986) POSITION- 39 32 08.     (N) 087 04 31.     (W)   SCALED
 KA0939* NAVD 88 ORTHO HEIGHT -   201.629 (meters)      661.51  (feet) ADJUSTED
 KA0939  ______________________________________________________________________
 KA0939  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KA0939  DYNAMIC HEIGHT  -        201.513 (meters)      661.13  (feet) COMP
 KA0939  MODELED GRAVITY -    980,046.5   (mgal)                       NAVD 88
 KA0939
 KA0939  VERT ORDER      -  FIRST     CLASS II
 KA0939
 KA0939.The horizontal coordinates were scaled from a map and have
 KA0939.an estimated accuracy of +/- 6 seconds.
 KA0939
 KA0939.The orthometric height was determined by differential leveling and
 KA0939.adjusted by the NATIONAL GEODETIC SURVEY
 KA0939.in June 1991.
 KA0939
 KA0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0939.GEOID18 height accuracy estimate available here.
 KA0939
 KA0939.Click photographs - Photos may exist for this station.
 KA0939
 KA0939.The dynamic height is computed by dividing the NAVD 88
 KA0939.geopotential number by the normal gravity value computed on the
 KA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0939.degrees latitude (g = 980.6199 gals.).
 KA0939
 KA0939.The modeled gravity was interpolated from observed gravity values.
 KA0939
 KA0939;                    North         East    Units  Estimated Accuracy
 KA0939;SPC IN W     -   475,950.      900,690.      MT  (+/- 180 meters Scaled)
 KA0939
 KA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ935762(NAD 83)
 KA0939
 KA0939                          SUPERSEDED SURVEY CONTROL
 KA0939
 KA0939  NGVD 29 (??/??/92)  201.734  (m)          661.86   (f) ADJ UNCH    1 2
 KA0939
 KA0939.Superseded values are not recommended for survey control.
 KA0939
 KA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0939.See file dsdata.pdf to determine how the superseded data were derived.
 KA0939
 KA0939_MARKER: DB = BENCH MARK DISK
 KA0939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0939_SP_SET: HEADWALL
 KA0939_STAMPING: Y 67 1946
 KA0939_MARK LOGO: CGS
 KA0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0939+STABILITY: SURFACE MOTION
 KA0939
 KA0939  HISTORY     - Date     Condition        Report By
 KA0939  HISTORY     - 1946     MONUMENTED       CGS
 KA0939  HISTORY     - 1985     GOOD             NGS
 KA0939
 KA0939                          STATION DESCRIPTION
 KA0939
 KA0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0939'0.3 MI NW FROM HARMONY.
 KA0939'ABOUT 0.15 MILE NORTH ALONG A PAVED STREET, THENCE ABOUT 0.15
 KA0939'MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT HARMONY,
 KA0939'80 YARDS WEST OF J. GIRTONS GROCERY AND SERVICE STATION, SET IN
 KA0939'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 5 FOOT CONCRETE
 KA0939'CULVERT, 41 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE CENTER
 KA0939'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 67 1946.
 KA0939
 KA0939                          STATION RECOVERY (1985)
 KA0939
 KA0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0939'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 KA0939'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE
 KA0939'HIGHWAY 59 IN BRAZIL, IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 KA0939'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 68.4 M (224.4 FT) SOUTHWEST
 KA0939'OF THE CENTER OF NORTH PLUM STREET, 12.6 M (41.3 FT) NORTHWEST OF THE
 KA0939'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 KA0939'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 KA0939'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1151 ***********************************************************************
 KA1151  DESIGNATION -  Y 68
 KA1151  PID         -  KA1151
 KA1151  STATE/COUNTY-  IN/CLAY
 KA1151  COUNTRY     -  US
 KA1151  USGS QUAD   -  CENTER POINT (2019)
 KA1151
 KA1151                         *CURRENT SURVEY CONTROL
 KA1151  ______________________________________________________________________
 KA1151* NAD 83(1986) POSITION- 39 28 27.     (N) 087 04 16.     (W)   SCALED
 KA1151* NAVD 88 ORTHO HEIGHT -   200.868 (meters)      659.01  (feet) ADJUSTED
 KA1151  ______________________________________________________________________
 KA1151  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 KA1151  DYNAMIC HEIGHT  -        200.753 (meters)      658.64  (feet) COMP
 KA1151  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 KA1151
 KA1151  VERT ORDER      -  SECOND    CLASS 0
 KA1151
 KA1151.The horizontal coordinates were scaled from a map and have
 KA1151.an estimated accuracy of +/- 6 seconds.
 KA1151
 KA1151.The orthometric height was determined by differential leveling and
 KA1151.adjusted by the NATIONAL GEODETIC SURVEY
 KA1151.in June 1991.
 KA1151
 KA1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1151.GEOID18 height accuracy estimate available here.
 KA1151
 KA1151.Click photographs - Photos may exist for this station.
 KA1151
 KA1151.The dynamic height is computed by dividing the NAVD 88
 KA1151.geopotential number by the normal gravity value computed on the
 KA1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1151.degrees latitude (g = 980.6199 gals.).
 KA1151
 KA1151.The modeled gravity was interpolated from observed gravity values.
 KA1151
 KA1151;                    North         East    Units  Estimated Accuracy
 KA1151;SPC IN W     -   469,140.      901,050.      MT  (+/- 180 meters Scaled)
 KA1151
 KA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ938693(NAD 83)
 KA1151
 KA1151                          SUPERSEDED SURVEY CONTROL
 KA1151
 KA1151  NGVD 29 (??/??/92)  200.978  (m)          659.38   (f) ADJ UNCH    2 0
 KA1151
 KA1151.Superseded values are not recommended for survey control.
 KA1151
 KA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1151.See file dsdata.pdf to determine how the superseded data were derived.
 KA1151
 KA1151_MARKER: DB = BENCH MARK DISK
 KA1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1151_STAMPING: Y 68 1946
 KA1151_MARK LOGO: CGS
 KA1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1151+STABILITY: SURFACE MOTION
 KA1151
 KA1151  HISTORY     - Date     Condition        Report By
 KA1151  HISTORY     - 1946     MONUMENTED       CGS
 KA1151  HISTORY     - 1971     GOOD             NGS
 KA1151  HISTORY     - 19870730 GOOD             NGS
 KA1151
 KA1151                          STATION DESCRIPTION
 KA1151
 KA1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KA1151'AT ASHERVILLE.
 KA1151'AT ASHERVILLE, AT THE CROSS ROADS, 2.0 MILES SOUTH OF BARNETTS
 KA1151'SCHOOL, 2.0 MILES NORTH OF STATE HIGHWAY 42, 34 FEET WEST OF
 KA1151'AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA1151'24 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 8 FEET
 KA1151'WEST OF THE CENTER OF A WELL, 2 FEET EAST OF A WHITE WOODEN
 KA1151'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA1151'4 INCHES ABOVE GROUND.  27 FEET SOUTH OF THE CENTERLINE OF ROAD,
 KA1151'18 FEET NORTHWEST OF A METAL WELL PUMP COVER AND 12 FEET SOUTHEAST
 KA1151'OF A TELEPHONE POLE.
 KA1151
 KA1151                          STATION RECOVERY (1987)
 KA1151
 KA1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KA1151'FROM THE JUNCTION OF STATE ROUTE 59 AND 42 ABOUT 4 1/2 MILES SOUTH OF
 KA1151'BRAZIL, GO EAST ON STATE ROUTE 42 FOR 3.05 MILES (4.91 KM) TO A
 KA1151'CROSSROAD, CENTER POINT RIGHT AND ASHERVILLE LEFT, TURN LEFT AND GO
 KA1151'NORTH FOR 2.0 MILES (3.2 KM) TO A CROSSROAD AND THE STATION IN THE
 KA1151'SOUTHWEST QUADRANT OF THIS INTERSECTION.  THIS IS JUST EAST OF THE
 KA1151'JACKSON TOWNSHIP SCHOOL AND COMMUNITY CENTER.  34.0 FEET (10.4 M)
 KA1151'WEST OF THE CENTER OF COUNTY ROAD 10 S., 24.0 FEET (7.3 M) SOUTH FROM
 KA1151'THE CENTER OF COUNTY ROAD 12 E., 18.0 FEET (5.5 M) NORTHWEST OF A
 KA1151'METAL WELL PUMP COVER AND 12.0 FEET (3.7 M) SOUTHEAST OF A UTILITY
 KA1151'POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1174 ***********************************************************************
 KA1174  DESIGNATION -  Y 70
 KA1174  PID         -  KA1174
 KA1174  STATE/COUNTY-  IN/OWEN
 KA1174  COUNTRY     -  US
 KA1174  USGS QUAD   -  CLAY CITY (2019)
 KA1174
 KA1174                         *CURRENT SURVEY CONTROL
 KA1174  ______________________________________________________________________
 KA1174* NAD 83(1986) POSITION- 39 17 04.     (N) 087 03 14.     (W)   SCALED
 KA1174* NAVD 88 ORTHO HEIGHT -   187.669 (meters)      615.71  (feet) ADJUSTED
 KA1174  ______________________________________________________________________
 KA1174  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 KA1174  DYNAMIC HEIGHT  -        187.560 (meters)      615.35  (feet) COMP
 KA1174  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 KA1174
 KA1174  VERT ORDER      -  SECOND    CLASS 0
 KA1174
 KA1174.The horizontal coordinates were scaled from a map and have
 KA1174.an estimated accuracy of +/- 6 seconds.
 KA1174
 KA1174.The orthometric height was determined by differential leveling and
 KA1174.adjusted by the NATIONAL GEODETIC SURVEY
 KA1174.in June 1991.
 KA1174
 KA1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1174.GEOID18 height accuracy estimate available here.
 KA1174
 KA1174.Click photographs - Photos may exist for this station.
 KA1174
 KA1174.The dynamic height is computed by dividing the NAVD 88
 KA1174.geopotential number by the normal gravity value computed on the
 KA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1174.degrees latitude (g = 980.6199 gals.).
 KA1174
 KA1174.The modeled gravity was interpolated from observed gravity values.
 KA1174
 KA1174;                    North         East    Units  Estimated Accuracy
 KA1174;SPC IN W     -   448,070.      902,540.      MT  (+/- 180 meters Scaled)
 KA1174
 KA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ953483(NAD 83)
 KA1174
 KA1174                          SUPERSEDED SURVEY CONTROL
 KA1174
 KA1174  NGVD 29 (??/??/92)  187.784  (m)          616.09   (f) ADJ UNCH    2 0
 KA1174
 KA1174.Superseded values are not recommended for survey control.
 KA1174
 KA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1174.See file dsdata.pdf to determine how the superseded data were derived.
 KA1174
 KA1174_MARKER: DB = BENCH MARK DISK
 KA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1174_STAMPING: Y 70 1946
 KA1174_MARK LOGO: CGS
 KA1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1174+STABILITY: SURFACE MOTION
 KA1174
 KA1174  HISTORY     - Date     Condition        Report By
 KA1174  HISTORY     - 1946     MONUMENTED       CGS
 KA1174  HISTORY     - 20061018 GOOD             INDOT
 KA1174
 KA1174                          STATION DESCRIPTION
 KA1174
 KA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1174'3.7 MI E FROM CLAY CITY.
 KA1174'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE
 KA1174'AT CLAY CITY, AT A CROSS ROAD AT THE CLAY-OWEN COUNTY LINE, 127
 KA1174'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 29 FEET NORTH OF
 KA1174'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 37.5 FEET
 KA1174'EAST OF THE EAST END OF NORTH HEAD WALL OF A 3 FOOT CORRUGATED
 KA1174'PIPE CULVERT, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 KA1174'A STANDARD DISK, STAMPED Y 70 1946 AND SET IN THE TOP OF A
 KA1174'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1174
 KA1174                          STATION RECOVERY (2006)
 KA1174
 KA1174'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0823 ***********************************************************************
 KA0823  DESIGNATION -  Y 71
 KA0823  PID         -  KA0823
 KA0823  STATE/COUNTY-  IN/PARKE
 KA0823  COUNTRY     -  US
 KA0823  USGS QUAD   -  BELLMORE (2019)
 KA0823
 KA0823                         *CURRENT SURVEY CONTROL
 KA0823  ______________________________________________________________________
 KA0823* NAD 83(1986) POSITION- 39 45 24.17   (N) 087 02 21.38   (W)   HD_HELD1
 KA0823* NAVD 88 ORTHO HEIGHT -   228.117 (meters)      748.41  (feet) ADJUSTED
 KA0823  ______________________________________________________________________
 KA0823  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 KA0823  DYNAMIC HEIGHT  -        227.987 (meters)      747.99  (feet) COMP
 KA0823  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 KA0823
 KA0823  VERT ORDER      -  SECOND    CLASS 0
 KA0823
 KA0823.The horizontal coordinates were determined by differentially corrected
 KA0823.hand held GPS observations or other comparable positioning techniques
 KA0823.and have an estimated accuracy of +/- 3 meters.
 KA0823
 KA0823.The orthometric height was determined by differential leveling and
 KA0823.adjusted by the NATIONAL GEODETIC SURVEY
 KA0823.in June 1991.
 KA0823
 KA0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0823.GEOID18 height accuracy estimate available here.
 KA0823
 KA0823.Click photographs - Photos may exist for this station.
 KA0823
 KA0823.The dynamic height is computed by dividing the NAVD 88
 KA0823.geopotential number by the normal gravity value computed on the
 KA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0823.degrees latitude (g = 980.6199 gals.).
 KA0823
 KA0823.The modeled gravity was interpolated from observed gravity values.
 KA0823
 KA0823;                    North         East    Units  Estimated Accuracy
 KA0823;SPC IN W     -   500,506.8     903,775.7     MT  (+/- 3 meters HH1 GPS) 
 KA0823
 KA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9663500756(NAD 83)
 KA0823
 KA0823                          SUPERSEDED SURVEY CONTROL
 KA0823
 KA0823  NGVD 29 (??/??/92)  228.216  (m)          748.74   (f) ADJ UNCH    2 0
 KA0823
 KA0823.Superseded values are not recommended for survey control.
 KA0823
 KA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0823.See file dsdata.pdf to determine how the superseded data were derived.
 KA0823
 KA0823_MARKER: DB = BENCH MARK DISK
 KA0823_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0823_SP_SET: CULVERT HEADWALL
 KA0823_STAMPING: Y 71 1946
 KA0823_MARK LOGO: CGS
 KA0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0823+STABILITY: SURFACE MOTION
 KA0823
 KA0823  HISTORY     - Date     Condition        Report By
 KA0823  HISTORY     - 1946     MONUMENTED       CGS
 KA0823
 KA0823                          STATION DESCRIPTION
 KA0823
 KA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0823'3.6 MI E FROM BELLMORE.
 KA0823'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY
 KA0823'HALL AT BELLMORE, 0.25 MILE EAST OF CRAZY RUN ROADSIDE PARK,
 KA0823'ABOUT 75 FEET EAST OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD
 KA0823'LEADING NORTH FROM THE HIGHWAY, 63 FEET EAST OF THE CENTER LINE
 KA0823'OF A PRIVATE DRIVEWAY LEADING TO A WHITE HOUSE AND A BARN ON
 KA0823'THE SOUTH SIDE OF THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF
 KA0823'THE HIGHWAY, IN THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 KA0823'A 20-INCH CORRUGATED PIPE CULVERT NUMBER 16, 2 FEET EAST OF THE
 KA0823'WEST END OF THE HEADWALL, AND ABOUT 6 FEET BELOW HIGHWAY LEVEL.
 KA0823'A STANDARD DISK, STAMPED Y 71 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0795 ***********************************************************************
 KA0795  DESIGNATION -  Y 72
 KA0795  PID         -  KA0795
 KA0795  STATE/COUNTY-  IN/HENDRICKS
 KA0795  COUNTRY     -  US
 KA0795  USGS QUAD   -  NORTH SALEM (2019)
 KA0795
 KA0795                         *CURRENT SURVEY CONTROL
 KA0795  ______________________________________________________________________
 KA0795* NAD 83(1986) POSITION- 39 49 30.     (N) 086 39 23.     (W)   SCALED
 KA0795* NAVD 88 ORTHO HEIGHT -   275.243 (meters)      903.03  (feet) ADJUSTED
 KA0795  ______________________________________________________________________
 KA0795  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 KA0795  DYNAMIC HEIGHT  -        275.094 (meters)      902.54  (feet) COMP
 KA0795  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 KA0795
 KA0795  VERT ORDER      -  SECOND    CLASS 0
 KA0795
 KA0795.The horizontal coordinates were scaled from a map and have
 KA0795.an estimated accuracy of +/- 6 seconds.
 KA0795
 KA0795.The orthometric height was determined by differential leveling and
 KA0795.adjusted by the NATIONAL GEODETIC SURVEY
 KA0795.in June 1991.
 KA0795
 KA0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0795.GEOID18 height accuracy estimate available here.
 KA0795
 KA0795.Click photographs - Photos may exist for this station.
 KA0795
 KA0795.The dynamic height is computed by dividing the NAVD 88
 KA0795.geopotential number by the normal gravity value computed on the
 KA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0795.degrees latitude (g = 980.6199 gals.).
 KA0795
 KA0795.The modeled gravity was interpolated from observed gravity values.
 KA0795
 KA0795;                    North         East    Units  Estimated Accuracy
 KA0795;SPC IN W     -   508,180.      936,550.      MT  (+/- 180 meters Scaled)
 KA0795
 KA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK294083(NAD 83)
 KA0795
 KA0795                          SUPERSEDED SURVEY CONTROL
 KA0795
 KA0795  NGVD 29 (??/??/92)  275.358  (m)          903.40   (f) ADJ UNCH    2 0
 KA0795
 KA0795.Superseded values are not recommended for survey control.
 KA0795
 KA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0795.See file dsdata.pdf to determine how the superseded data were derived.
 KA0795
 KA0795_MARKER: DB = BENCH MARK DISK
 KA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0795_STAMPING: Y 72 1946
 KA0795_MARK LOGO: CGS
 KA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0795+STABILITY: SURFACE MOTION
 KA0795
 KA0795  HISTORY     - Date     Condition        Report By
 KA0795  HISTORY     - 1946     MONUMENTED       CGS
 KA0795
 KA0795                          STATION DESCRIPTION
 KA0795
 KA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0795'3 MI S FROM NORTH SALEM.
 KA0795'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WATER TOWER
 KA0795'AT NORTH SALEM, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 KA0795'UNPAINTED ABANDONED HOUSE ON THE EAST SIDE OF THE HIGHWAY, 72 FEET
 KA0795'SOUTHEAST OF A TWIN-TRUNKED CEDAR TREE, 59 FEET SOUTHWEST OF A
 KA0795'30-INCH MAPLE TREE, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KA0795'1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 3 FEET WEST OF A WHITE
 KA0795'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0795'DISK, STAMPED Y 72 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0795'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0771 ***********************************************************************
 KA0771  DESIGNATION -  Y 73
 KA0771  PID         -  KA0771
 KA0771  STATE/COUNTY-  IN/PUTNAM
 KA0771  COUNTRY     -  US
 KA0771  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0771
 KA0771                         *CURRENT SURVEY CONTROL
 KA0771  ______________________________________________________________________
 KA0771* NAD 83(1986) POSITION- 39 51 15.     (N) 086 59 01.     (W)   SCALED
 KA0771* NAVD 88 ORTHO HEIGHT -   253.102 (meters)      830.39  (feet) ADJUSTED
 KA0771  ______________________________________________________________________
 KA0771  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 KA0771  DYNAMIC HEIGHT  -        252.961 (meters)      829.92  (feet) COMP
 KA0771  MODELED GRAVITY -    980,062.0   (mgal)                       NAVD 88
 KA0771
 KA0771  VERT ORDER      -  SECOND    CLASS 0
 KA0771
 KA0771.The horizontal coordinates were scaled from a map and have
 KA0771.an estimated accuracy of +/- 6 seconds.
 KA0771
 KA0771.The orthometric height was determined by differential leveling and
 KA0771.adjusted by the NATIONAL GEODETIC SURVEY
 KA0771.in June 1991.
 KA0771
 KA0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0771.GEOID18 height accuracy estimate available here.
 KA0771
 KA0771.Click photographs - Photos may exist for this station.
 KA0771
 KA0771.The dynamic height is computed by dividing the NAVD 88
 KA0771.geopotential number by the normal gravity value computed on the
 KA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0771.degrees latitude (g = 980.6199 gals.).
 KA0771
 KA0771.The modeled gravity was interpolated from observed gravity values.
 KA0771
 KA0771;                    North         East    Units  Estimated Accuracy
 KA0771;SPC IN W     -   511,330.      908,530.      MT  (+/- 180 meters Scaled)
 KA0771
 KA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK014115(NAD 83)
 KA0771
 KA0771                          SUPERSEDED SURVEY CONTROL
 KA0771
 KA0771  NGVD 29 (??/??/92)  253.197  (m)          830.70   (f) ADJ UNCH    2 0
 KA0771
 KA0771.Superseded values are not recommended for survey control.
 KA0771
 KA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0771.See file dsdata.pdf to determine how the superseded data were derived.
 KA0771
 KA0771_MARKER: DB = BENCH MARK DISK
 KA0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0771_STAMPING: Y 73 1946
 KA0771_MARK LOGO: CGS
 KA0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0771+STABILITY: SURFACE MOTION
 KA0771
 KA0771  HISTORY     - Date     Condition        Report By
 KA0771  HISTORY     - 1946     MONUMENTED       CGS
 KA0771
 KA0771                          STATION DESCRIPTION
 KA0771
 KA0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0771'AT RUSSELLVILLE.
 KA0771'AT RUSSELLVILLE, 8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KA0771'BALTIMORE AND OHIO RAILROAD STATION, 22 FEET NORTH OF THE NORTH RAIL
 KA0771'OF THE MAIN TRACK, 30 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK
 KA0771'ALONG THE NORTH SIDE OF THE STATION, 2.5 FEET SOUTH OF A TELEGRAPH
 KA0771'LINE POLE, 1 FOOT EAST OF A 6-INCH CONCRETE CURBING AROUND THE
 KA0771'STATION.  A STANDARD DISK, STAMPED Y 73 1946 AND SET IN THE TOP OF
 KA0771'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0734 ***********************************************************************
 KA0734  DESIGNATION -  Y 74
 KA0734  PID         -  KA0734
 KA0734  STATE/COUNTY-  IN/PUTNAM
 KA0734  COUNTRY     -  US
 KA0734  USGS QUAD   -  ROACHDALE (2019)
 KA0734
 KA0734                         *CURRENT SURVEY CONTROL
 KA0734  ______________________________________________________________________
 KA0734* NAD 83(1986) POSITION- 39 51 52.     (N) 086 48 06.     (W)   SCALED
 KA0734* NAVD 88 ORTHO HEIGHT -   250.967 (meters)      823.38  (feet) ADJUSTED
 KA0734  ______________________________________________________________________
 KA0734  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 KA0734  DYNAMIC HEIGHT  -        250.829 (meters)      822.93  (feet) COMP
 KA0734  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 KA0734
 KA0734  VERT ORDER      -  SECOND    CLASS 0
 KA0734
 KA0734.The horizontal coordinates were scaled from a map and have
 KA0734.an estimated accuracy of +/- 6 seconds.
 KA0734
 KA0734.The orthometric height was determined by differential leveling and
 KA0734.adjusted by the NATIONAL GEODETIC SURVEY
 KA0734.in June 1991.
 KA0734
 KA0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0734.GEOID18 height accuracy estimate available here.
 KA0734
 KA0734.Click photographs - Photos may exist for this station.
 KA0734
 KA0734.The dynamic height is computed by dividing the NAVD 88
 KA0734.geopotential number by the normal gravity value computed on the
 KA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0734.degrees latitude (g = 980.6199 gals.).
 KA0734
 KA0734.The modeled gravity was interpolated from observed gravity values.
 KA0734
 KA0734;                    North         East    Units  Estimated Accuracy
 KA0734;SPC IN W     -   512,510.      924,100.      MT  (+/- 180 meters Scaled)
 KA0734
 KA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK169127(NAD 83)
 KA0734
 KA0734                          SUPERSEDED SURVEY CONTROL
 KA0734
 KA0734  NGVD 29 (??/??/92)  251.072  (m)          823.73   (f) ADJ UNCH    2 0
 KA0734
 KA0734.Superseded values are not recommended for survey control.
 KA0734
 KA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0734.See file dsdata.pdf to determine how the superseded data were derived.
 KA0734
 KA0734_MARKER: DB = BENCH MARK DISK
 KA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0734_STAMPING: Y 74 1946
 KA0734_MARK LOGO: CGS
 KA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0734+STABILITY: SURFACE MOTION
 KA0734
 KA0734  HISTORY     - Date     Condition        Report By
 KA0734  HISTORY     - 1946     MONUMENTED       CGS
 KA0734
 KA0734                          STATION DESCRIPTION
 KA0734
 KA0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0734'0.8 MI N FROM ROACHDALE.
 KA0734'ALONG THE ROACHDALE-LADOGA ROAD ABOUT 0.85 MILE NORTH OF THE
 KA0734'WATER TOWER AT ROACHDALE, AT THE JUNCTION WITH A GRAVEL ROAD
 KA0734'LEADING WEST ACROSS THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0734'RAILWAY TRACK, 125 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 KA0734'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 73 FEET
 KA0734'EAST OF THE EAST RAIL OF THE TRACK, 9.5 FEET NORTHWEST OF POWER
 KA0734'LINE POLE NUMBER 202-59, 2 FEET FROM A WHITE WOODEN WITNESS POST
 KA0734'AND ABOUT 3 FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED
 KA0734'Y 74 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA0734'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0578 ***********************************************************************
 KA0578  DESIGNATION -  Y 75
 KA0578  PID         -  KA0578
 KA0578  STATE/COUNTY-  IN/HENDRICKS
 KA0578  COUNTRY     -  US
 KA0578  USGS QUAD   -  LIZTON (2019)
 KA0578
 KA0578                         *CURRENT SURVEY CONTROL
 KA0578  ______________________________________________________________________
 KA0578* NAD 83(1986) POSITION- 39 52 44.     (N) 086 33 16.     (W)   SCALED
 KA0578* NAVD 88 ORTHO HEIGHT -   290.042 (meters)      951.58  (feet) ADJUSTED
 KA0578  ______________________________________________________________________
 KA0578  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 KA0578  DYNAMIC HEIGHT  -        289.883 (meters)      951.06  (feet) COMP
 KA0578  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 KA0578
 KA0578  VERT ORDER      -  SECOND    CLASS 0
 KA0578
 KA0578.The horizontal coordinates were scaled from a map and have
 KA0578.an estimated accuracy of +/- 6 seconds.
 KA0578
 KA0578.The orthometric height was determined by differential leveling and
 KA0578.adjusted by the NATIONAL GEODETIC SURVEY
 KA0578.in June 1991.
 KA0578
 KA0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0578.GEOID18 height accuracy estimate available here.
 KA0578
 KA0578.Click photographs - Photos may exist for this station.
 KA0578
 KA0578.The dynamic height is computed by dividing the NAVD 88
 KA0578.geopotential number by the normal gravity value computed on the
 KA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0578.degrees latitude (g = 980.6199 gals.).
 KA0578
 KA0578.The modeled gravity was interpolated from observed gravity values.
 KA0578
 KA0578;                    North         East    Units  Estimated Accuracy
 KA0578;SPC IN W     -   514,210.      945,240.      MT  (+/- 180 meters Scaled)
 KA0578
 KA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK380144(NAD 83)
 KA0578
 KA0578                          SUPERSEDED SURVEY CONTROL
 KA0578
 KA0578  NGVD 29 (??/??/92)  290.145  (m)          951.92   (f) ADJ UNCH    2 0
 KA0578
 KA0578.Superseded values are not recommended for survey control.
 KA0578
 KA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0578.See file dsdata.pdf to determine how the superseded data were derived.
 KA0578
 KA0578_MARKER: DB = BENCH MARK DISK
 KA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0578_STAMPING: Y 75 1946
 KA0578_MARK LOGO: CGS
 KA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0578+STABILITY: SURFACE MOTION
 KA0578
 KA0578  HISTORY     - Date     Condition        Report By
 KA0578  HISTORY     - 1946     MONUMENTED       CGS
 KA0578
 KA0578                          STATION DESCRIPTION
 KA0578
 KA0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0578'1.2 MI SW FROM LIZTON.
 KA0578'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0578'AT LIZTON, THENCE 0.6 MILE WEST ALONG THE NORTH SALEM-LIZTON
 KA0578'ROAD, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN IMMITATION
 KA0578'STONE HOUSE ON THE SOUTH SIDE OF THE ROAD, 16 FEET SOUTH OF THE
 KA0578'CENTER LINE OF THE ROAD, 13 FEET WEST OF THE CENTER LINE OF A
 KA0578'DRIVEWAY TO THE HOUSE, 4.5 FEET SOUTHWEST OF A CONCRETE CORNER
 KA0578'FENCE POST, 2.5 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 1 1/2
 KA0578'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND ABOUT 1 FOOT
 KA0578'HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED Y 75 1946 AND
 KA0578'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0578'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0095 ***********************************************************************
 KA0095  DESIGNATION -  Y 76 RESET
 KA0095  PID         -  KA0095
 KA0095  STATE/COUNTY-  IN/HENDRICKS
 KA0095  COUNTRY     -  US
 KA0095  USGS QUAD   -  BROWNSBURG (2019)
 KA0095
 KA0095                         *CURRENT SURVEY CONTROL
 KA0095  ______________________________________________________________________
 KA0095* NAD 83(1986) POSITION- 39 45 30.     (N) 086 22 50.     (W)   SCALED
 KA0095* NAVD 88 ORTHO HEIGHT -   256.811 (meters)      842.55  (feet) ADJUSTED
 KA0095  ______________________________________________________________________
 KA0095  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 KA0095  DYNAMIC HEIGHT  -        256.672 (meters)      842.10  (feet) COMP
 KA0095  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 KA0095
 KA0095  VERT ORDER      -  FIRST     CLASS II
 KA0095
 KA0095.The horizontal coordinates were scaled from a map and have
 KA0095.an estimated accuracy of +/- 6 seconds.
 KA0095
 KA0095.The orthometric height was determined by differential leveling and
 KA0095.adjusted by the NATIONAL GEODETIC SURVEY
 KA0095.in June 1991.
 KA0095
 KA0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0095.GEOID18 height accuracy estimate available here.
 KA0095
 KA0095.Click photographs - Photos may exist for this station.
 KA0095
 KA0095.The dynamic height is computed by dividing the NAVD 88
 KA0095.geopotential number by the normal gravity value computed on the
 KA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0095.degrees latitude (g = 980.6199 gals.).
 KA0095
 KA0095.The modeled gravity was interpolated from observed gravity values.
 KA0095
 KA0095;                    North         East    Units  Estimated Accuracy
 KA0095;SPC IN W     -   500,920.      960,220.      MT  (+/- 180 meters Scaled)
 KA0095
 KA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK530011(NAD 83)
 KA0095
 KA0095                          SUPERSEDED SURVEY CONTROL
 KA0095
 KA0095.No superseded survey control is available for this station.
 KA0095
 KA0095_MARKER: DB = BENCH MARK DISK
 KA0095_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0095+WITH SETTING: PAVEMENT
 KA0095_SP_SET: TOWER FOUNDATION
 KA0095_STAMPING: Y 76 RESET 1959 1946
 KA0095_MARK LOGO: CGS
 KA0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0095+STABILITY: SURFACE MOTION
 KA0095
 KA0095  HISTORY     - Date     Condition        Report By
 KA0095  HISTORY     - 1959     MONUMENTED       CGS
 KA0095  HISTORY     - 1985     GOOD             NGS
 KA0095
 KA0095                          STATION DESCRIPTION
 KA0095
 KA0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA0095'1 MI E FROM AVON.
 KA0095'ABOUT 1 MILE EAST ALONG THE PENN-CENTRAL RAILROAD FROM THE
 KA0095'CROSSING OF AVON-PLAINFIELD ROAD AT AVON, SET IN THE TOP OF THE
 KA0095'CONCRETE BASE OF A LIGHT TOWER IN THE PENN-CENTRAL RAILROAD
 KA0095'YARDS, 283 FEET EAST OF THE EAST EDGE AND 87 FEET NORTH OF THE
 KA0095'SOUTH END OF THE OVERPASS CARRYING COUNTY ROAD 800 E OVER
 KA0095'PENN-CENTRAL RAILROAD YARDS.
 KA0095
 KA0095                          STATION RECOVERY (1985)
 KA0095
 KA0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0095'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.8 KM
 KA0095'(7.95 MI) EASTERLY ALONG U.S. HIGHWAY 36 FROM ITS EAST JUNCTION WITH
 KA0095'STATE HIGHWAY 39 IN DANVILLE, THENCE 0.8 KM (0.5 MI) SOUTH ALONG DAN
 KA0095'JONES ROAD,  IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A
 KA0095'RAILROAD LIGHT TOWER, 86.3 M (283.1 FT) EAST OF THE CENTER OF THE
 KA0095'ROAD, 5.2 M (17.1 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD,
 KA0095'AND 0.3 M (1.0 FT) NORTHEAST OF THE NORTHEAST LEG OF THE TOWER.
 KA0095'NOTE--THE DISK IS STAMPED AS ABOVE.
 KA0095'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0413 ***********************************************************************
 LB0413  DESIGNATION -  Y 77
 LB0413  PID         -  LB0413
 LB0413  STATE/COUNTY-  IN/CLINTON
 LB0413  COUNTRY     -  US
 LB0413  USGS QUAD   -  MECHANICSBURG (2019)
 LB0413
 LB0413                         *CURRENT SURVEY CONTROL
 LB0413  ______________________________________________________________________
 LB0413* NAD 83(1986) POSITION- 40 12 00.     (N) 086 22 38.     (W)   SCALED
 LB0413* NAVD 88 ORTHO HEIGHT -   272.466 (meters)      893.92  (feet) ADJUSTED
 LB0413  ______________________________________________________________________
 LB0413  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 LB0413  DYNAMIC HEIGHT  -        272.317 (meters)      893.43  (feet) COMP
 LB0413  MODELED GRAVITY -    980,073.2   (mgal)                       NAVD 88
 LB0413
 LB0413  VERT ORDER      -  SECOND    CLASS 0
 LB0413
 LB0413.The horizontal coordinates were scaled from a map and have
 LB0413.an estimated accuracy of +/- 6 seconds.
 LB0413
 LB0413.The orthometric height was determined by differential leveling and
 LB0413.adjusted by the NATIONAL GEODETIC SURVEY
 LB0413.in June 1991.
 LB0413
 LB0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0413.GEOID18 height accuracy estimate available here.
 LB0413
 LB0413.Click photographs - Photos may exist for this station.
 LB0413
 LB0413.The dynamic height is computed by dividing the NAVD 88
 LB0413.geopotential number by the normal gravity value computed on the
 LB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0413.degrees latitude (g = 980.6199 gals.).
 LB0413
 LB0413.The modeled gravity was interpolated from observed gravity values.
 LB0413
 LB0413;                    North         East    Units  Estimated Accuracy
 LB0413;SPC IN W     -   549,960.      960,120.      MT  (+/- 180 meters Scaled)
 LB0413
 LB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK530501(NAD 83)
 LB0413
 LB0413                          SUPERSEDED SURVEY CONTROL
 LB0413
 LB0413  NGVD 29 (??/??/92)  272.571  (m)          894.26   (f) ADJ UNCH    2 0
 LB0413
 LB0413.Superseded values are not recommended for survey control.
 LB0413
 LB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0413.See file dsdata.pdf to determine how the superseded data were derived.
 LB0413
 LB0413_MARKER: DB = BENCH MARK DISK
 LB0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0413_SP_SET: ABUTMENT
 LB0413_STAMPING: Y 77 1946
 LB0413_MARK LOGO: CGS
 LB0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0413
 LB0413  HISTORY     - Date     Condition        Report By
 LB0413  HISTORY     - 1946     MONUMENTED       CGS
 LB0413
 LB0413                          STATION DESCRIPTION
 LB0413
 LB0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0413'1.4 MI NW FROM KIRKLIN.
 LB0413'1.4 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB0413'RAILWAY FROM THE STATION AT KIRKLIN, CLINTON COUNTY, 5 RAILS
 LB0413'NORTHWEST OF MILEAGE 145.6, AT THE STEEL RAILROAD BRIDGE OVER
 LB0413'SUGAR CREEK, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 LB0413'MASONRY ABUTMENT, 9.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LB0413'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LB0413'STAMPED Y 77 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0075 ***********************************************************************
 KA0075  DESIGNATION -  Y 78
 KA0075  PID         -  KA0075
 KA0075  STATE/COUNTY-  IN/MARION
 KA0075  COUNTRY     -  US
 KA0075  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0075
 KA0075                         *CURRENT SURVEY CONTROL
 KA0075  ______________________________________________________________________
 KA0075* NAD 83(1986) POSITION- 39 50 34.     (N) 086 11 23.     (W)   SCALED
 KA0075* NAVD 88 ORTHO HEIGHT -   227.242 (meters)      745.54  (feet) ADJUSTED
 KA0075  ______________________________________________________________________
 KA0075  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 KA0075  DYNAMIC HEIGHT  -        227.117 (meters)      745.13  (feet) COMP
 KA0075  MODELED GRAVITY -    980,070.9   (mgal)                       NAVD 88
 KA0075
 KA0075  VERT ORDER      -  SECOND    CLASS 0
 KA0075
 KA0075.The horizontal coordinates were scaled from a map and have
 KA0075.an estimated accuracy of +/- 6 seconds.
 KA0075
 KA0075.The orthometric height was determined by differential leveling and
 KA0075.adjusted by the NATIONAL GEODETIC SURVEY
 KA0075.in June 1991.
 KA0075
 KA0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0075.GEOID18 height accuracy estimate available here.
 KA0075
 KA0075.Click photographs - Photos may exist for this station.
 KA0075
 KA0075.The dynamic height is computed by dividing the NAVD 88
 KA0075.geopotential number by the normal gravity value computed on the
 KA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0075.degrees latitude (g = 980.6199 gals.).
 KA0075
 KA0075.The modeled gravity was interpolated from observed gravity values.
 KA0075
 KA0075;                    North         East    Units  Estimated Accuracy
 KA0075;SPC IN E     -   510,190.       55,230.      MT  (+/- 180 meters Scaled)
 KA0075
 KA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK693106(NAD 83)
 KA0075
 KA0075                          SUPERSEDED SURVEY CONTROL
 KA0075
 KA0075  NGVD 29 (??/??/92)  227.372  (m)          745.97   (f) ADJ UNCH    2 0
 KA0075
 KA0075.Superseded values are not recommended for survey control.
 KA0075
 KA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0075.See file dsdata.pdf to determine how the superseded data were derived.
 KA0075
 KA0075_MARKER: DB = BENCH MARK DISK
 KA0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0075_SP_SET: BOX CULVERT HEADWALL
 KA0075_STAMPING: Y 78 1946
 KA0075_MARK LOGO: CGS
 KA0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0075+STABILITY: SURFACE MOTION
 KA0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0075+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 KA0075
 KA0075  HISTORY     - Date     Condition        Report By
 KA0075  HISTORY     - 1946     MONUMENTED       CGS
 KA0075  HISTORY     - 1950     GOOD             CGS
 KA0075  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0075  HISTORY     - 20080408 GOOD             INDIV
 KA0075
 KA0075                          STATION DESCRIPTION
 KA0075
 KA0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0075'3 MI SE FROM AUGUSTA.
 KA0075'ALONG STATE HIGHWAY 29 ABOUT 3.05 MILES SOUTHEAST OF THE INTERSECTION
 KA0075'WITH 71ST STREET AT AUGUSTA, ABOUT 125 FEET NORTHWEST OF THE
 KA0075'JUNCTION WITH A PRIVATE DRIVEWAY LEADING WEST, SET IN THE TOP OF
 KA0075'THE CENTER OF THE SOUTHWEST HEADWALL OF AN 8-FOOT CONCRETE BOX
 KA0075'CULVERT, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KA0075'AND ABOUT 0.5 FOOT LOWER THAN HIGHWAY LEVEL.  A STANDARD DISK,
 KA0075'STAMPED Y 78 1946.
 KA0075
 KA0075                          STATION RECOVERY (1950)
 KA0075
 KA0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0075'RECOVERED IN GOOD CONDITION.
 KA0075
 KA0075                          STATION RECOVERY (1976)
 KA0075
 KA0075'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0075'MARK NOT FOUND.
 KA0075
 KA0075                          STATION RECOVERY (2008)
 KA0075
 KA0075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JAD)
 KA0075'MONUMENT IS DESCRIBED AS BEING LOCATED IN THE CENTER OF THE SOUTHWEEST
 KA0075'WALL, BUT ITS LOCATION WAS FOUND TO BE IN THE CENTER OF THE MAIN
 KA0075'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0209 ***********************************************************************
 KA0209  DESIGNATION -  Y 79
 KA0209  PID         -  KA0209
 KA0209  STATE/COUNTY-  IN/BOONE
 KA0209  COUNTRY     -  US
 KA0209  USGS QUAD   -  ZIONSVILLE (2019)
 KA0209
 KA0209                         *CURRENT SURVEY CONTROL
 KA0209  ______________________________________________________________________
 KA0209* NAD 83(1986) POSITION- 39 56 59.     (N) 086 18 40.     (W)   SCALED
 KA0209* NAVD 88 ORTHO HEIGHT -   281.850 (meters)      924.70  (feet) ADJUSTED
 KA0209  ______________________________________________________________________
 KA0209  GEOID HEIGHT    -        -33.702 (meters)                     GEOID18
 KA0209  DYNAMIC HEIGHT  -        281.694 (meters)      924.19  (feet) COMP
 KA0209  MODELED GRAVITY -    980,064.9   (mgal)                       NAVD 88
 KA0209
 KA0209  VERT ORDER      -  SECOND    CLASS 0
 KA0209
 KA0209.The horizontal coordinates were scaled from a map and have
 KA0209.an estimated accuracy of +/- 6 seconds.
 KA0209
 KA0209.The orthometric height was determined by differential leveling and
 KA0209.adjusted by the NATIONAL GEODETIC SURVEY
 KA0209.in June 1991.
 KA0209
 KA0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0209.GEOID18 height accuracy estimate available here.
 KA0209
 KA0209.Click photographs - Photos may exist for this station.
 KA0209
 KA0209.The dynamic height is computed by dividing the NAVD 88
 KA0209.geopotential number by the normal gravity value computed on the
 KA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0209.degrees latitude (g = 980.6199 gals.).
 KA0209
 KA0209.The modeled gravity was interpolated from observed gravity values.
 KA0209
 KA0209;                    North         East    Units  Estimated Accuracy
 KA0209;SPC IN W     -   522,220.      965,990.      MT  (+/- 180 meters Scaled)
 KA0209
 KA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK588224(NAD 83)
 KA0209
 KA0209                          SUPERSEDED SURVEY CONTROL
 KA0209
 KA0209  NGVD 29 (??/??/92)  281.961  (m)          925.07   (f) ADJ UNCH    2 0
 KA0209
 KA0209.Superseded values are not recommended for survey control.
 KA0209
 KA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0209.See file dsdata.pdf to determine how the superseded data were derived.
 KA0209
 KA0209_MARKER: DB = BENCH MARK DISK
 KA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0209_STAMPING: Y 79 1946
 KA0209_MARK LOGO: CGS
 KA0209_PROJECTION: PROJECTING 13 CENTIMETERS
 KA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0209+STABILITY: SURFACE MOTION
 KA0209
 KA0209  HISTORY     - Date     Condition        Report By
 KA0209  HISTORY     - 1946     MONUMENTED       CGS
 KA0209
 KA0209                          STATION DESCRIPTION
 KA0209
 KA0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0209'2.6 MI W FROM ZIONSVILLE.
 KA0209'ALONG STATE HIGHWAY 334 ABOUT 2.6 MILES WEST OF THE FARMERS
 KA0209'STATE BANK BUILDING AT ZIONSVILLE, 0.3 MILE EAST OF A NORTH-SOUTH
 KA0209'GRAVEL CROSS ROAD, AT THE GEORGE REVEAL FARM, 40 FEET NORTH
 KA0209'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF THE
 KA0209'SOUTHEAST CORNER OF THE FARM HOUSE, 6.5 FEET SOUTHEAST OF A
 KA0209'FENCE CORNER, 4.5 FEET WEST OF POWER POLE NUMBER BC 134, 1.8
 KA0209'FOOT WEST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 KA0209'THE HIGHWAY.  A STANDARD DISK, STAMPED Y 79 1946 AND SET IN THE
 KA0209'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1358 ***********************************************************************
 MD1358  DESIGNATION -  Y 8
 MD1358  PID         -  MD1358
 MD1358  STATE/COUNTY-  IN/ELKHART
 MD1358  COUNTRY     -  US
 MD1358  USGS QUAD   -  ELKHART (2019)
 MD1358
 MD1358                         *CURRENT SURVEY CONTROL
 MD1358  ______________________________________________________________________
 MD1358* NAD 83(1986) POSITION- 41 41 04.     (N) 085 58 26.     (W)   SCALED
 MD1358* NAVD 88 ORTHO HEIGHT -   228.118 (meters)      748.42  (feet) ADJUSTED
 MD1358  ______________________________________________________________________
 MD1358  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 MD1358  DYNAMIC HEIGHT  -        228.030 (meters)      748.13  (feet) COMP
 MD1358  MODELED GRAVITY -    980,229.8   (mgal)                       NAVD 88
 MD1358
 MD1358  VERT ORDER      -  FIRST     CLASS II
 MD1358
 MD1358.The horizontal coordinates were scaled from a map and have
 MD1358.an estimated accuracy of +/- 6 seconds.
 MD1358
 MD1358.The orthometric height was determined by differential leveling and
 MD1358.adjusted by the NATIONAL GEODETIC SURVEY
 MD1358.in June 1991.
 MD1358
 MD1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1358.GEOID18 height accuracy estimate available here.
 MD1358
 MD1358.Click photographs - Photos may exist for this station.
 MD1358
 MD1358.The dynamic height is computed by dividing the NAVD 88
 MD1358.geopotential number by the normal gravity value computed on the
 MD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1358.degrees latitude (g = 980.6199 gals.).
 MD1358
 MD1358.The modeled gravity was interpolated from observed gravity values.
 MD1358
 MD1358;                    North         East    Units  Estimated Accuracy
 MD1358;SPC IN E     -   714,620.       74,420.      MT  (+/- 180 meters Scaled)
 MD1358
 MD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM853152(NAD 83)
 MD1358
 MD1358                          SUPERSEDED SURVEY CONTROL
 MD1358
 MD1358  NGVD 29 (??/??/92)  228.246  (m)          748.84   (f) ADJ UNCH    1 2
 MD1358
 MD1358.Superseded values are not recommended for survey control.
 MD1358
 MD1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1358.See file dsdata.pdf to determine how the superseded data were derived.
 MD1358
 MD1358_MARKER: DB = BENCH MARK DISK
 MD1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1358_SP_SET: BUILDING
 MD1358_STAMPING: ELEV 748.837 FT Y 8 Y 9
 MD1358_MARK LOGO: CGS
 MD1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1358
 MD1358  HISTORY     - Date     Condition        Report By
 MD1358  HISTORY     - 1916     MONUMENTED       CGS
 MD1358  HISTORY     - 1944     GOOD             CGS
 MD1358  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1358
 MD1358                          STATION DESCRIPTION
 MD1358
 MD1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MD1358'AT ELKHART.
 MD1358'AT ELKHART, ELKHART COUNTY, AND AT THE ENTRANCE TO THE HIGH
 MD1358'SCHOOL.  A STANDARD DISK, STAMPED ELEV 748.837 FT Y 8 Y 9.
 MD1358
 MD1358                          STATION RECOVERY (1993)
 MD1358
 MD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1358'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0620 ***********************************************************************
 LB0620  DESIGNATION -  Y 80
 LB0620  PID         -  LB0620
 LB0620  STATE/COUNTY-  IN/BOONE
 LB0620  COUNTRY     -  US
 LB0620  USGS QUAD   -  LEBANON (2019)
 LB0620
 LB0620                         *CURRENT SURVEY CONTROL
 LB0620  ______________________________________________________________________
 LB0620* NAD 83(1986) POSITION- 40 02 51.72   (N) 086 28 13.94   (W)   HD_HELD1
 LB0620* NAVD 88 ORTHO HEIGHT -   286.523 (meters)      940.03  (feet) ADJUSTED
 LB0620  ______________________________________________________________________
 LB0620  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 LB0620  DYNAMIC HEIGHT  -        286.365 (meters)      939.52  (feet) COMP
 LB0620  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 LB0620
 LB0620  VERT ORDER      -  SECOND    CLASS 0
 LB0620
 LB0620.The horizontal coordinates were determined by differentially corrected
 LB0620.hand held GPS observations or other comparable positioning techniques
 LB0620.and have an estimated accuracy of +/- 3 meters.
 LB0620
 LB0620.The orthometric height was determined by differential leveling and
 LB0620.adjusted by the NATIONAL GEODETIC SURVEY
 LB0620.in June 1991.
 LB0620
 LB0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0620.GEOID18 height accuracy estimate available here.
 LB0620
 LB0620.Click photographs - Photos may exist for this station.
 LB0620
 LB0620.The dynamic height is computed by dividing the NAVD 88
 LB0620.geopotential number by the normal gravity value computed on the
 LB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0620.degrees latitude (g = 980.6199 gals.).
 LB0620
 LB0620.The modeled gravity was interpolated from observed gravity values.
 LB0620
 LB0620;                    North         East    Units  Estimated Accuracy
 LB0620;SPC IN W     -   532,993.8     952,290.9     MT  (+/- 3 meters HH1 GPS) 
 LB0620
 LB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4516333185(NAD 83)
 LB0620
 LB0620                          SUPERSEDED SURVEY CONTROL
 LB0620
 LB0620  NGVD 29 (??/??/92)  286.624  (m)          940.37   (f) ADJ UNCH    2 0
 LB0620
 LB0620.Superseded values are not recommended for survey control.
 LB0620
 LB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0620.See file dsdata.pdf to determine how the superseded data were derived.
 LB0620
 LB0620_MARKER: DB = BENCH MARK DISK
 LB0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0620_SP_SET: BUILDING
 LB0620_STAMPING: Y 80 1946
 LB0620_MARK LOGO: CGS
 LB0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0620
 LB0620  HISTORY     - Date     Condition        Report By
 LB0620  HISTORY     - 1946     MONUMENTED       CGS
 LB0620  HISTORY     - 1978     GOOD             LOCSUR
 LB0620  HISTORY     - 20110713 GOOD             GEOCAC
 LB0620
 LB0620                          STATION DESCRIPTION
 LB0620
 LB0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0620'AT LEBANON.
 LB0620'AT LEBANON, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST
 LB0620'CORNER OF THE STONE WALL OF THE POST OFFICE BUILDING, 2 FEET
 LB0620'WEST OF THE CORNER AND 3.6 FEET ABOVE THE GROUND.  A STANDARD
 LB0620'DISK, STAMPED Y 80 1946.
 LB0620
 LB0620                          STATION RECOVERY (1978)
 LB0620
 LB0620'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0620'RECOVERED IN GOOD CONDITION.
 LB0620
 LB0620                          STATION RECOVERY (2011)
 LB0620
 LB0620'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 LB0620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1222 ***********************************************************************
 KA1222  DESIGNATION -  Y 81
 KA1222  PID         -  KA1222
 KA1222  STATE/COUNTY-  IN/CLAY
 KA1222  COUNTRY     -  US
 KA1222  USGS QUAD   -  STAUNTON (2019)
 KA1222
 KA1222                         *CURRENT SURVEY CONTROL
 KA1222  ______________________________________________________________________
 KA1222* NAD 83(1986) POSITION- 39 22 55.     (N) 087 13 15.     (W)   SCALED
 KA1222* NAVD 88 ORTHO HEIGHT -   182.429 (meters)      598.52  (feet) ADJUSTED
 KA1222  ______________________________________________________________________
 KA1222  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KA1222  DYNAMIC HEIGHT  -        182.324 (meters)      598.17  (feet) COMP
 KA1222  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA1222
 KA1222  VERT ORDER      -  FIRST     CLASS II
 KA1222
 KA1222.The horizontal coordinates were scaled from a map and have
 KA1222.an estimated accuracy of +/- 6 seconds.
 KA1222
 KA1222.The orthometric height was determined by differential leveling and
 KA1222.adjusted by the NATIONAL GEODETIC SURVEY
 KA1222.in June 1991.
 KA1222
 KA1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1222.GEOID18 height accuracy estimate available here.
 KA1222
 KA1222.Click photographs - Photos may exist for this station.
 KA1222
 KA1222.The dynamic height is computed by dividing the NAVD 88
 KA1222.geopotential number by the normal gravity value computed on the
 KA1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1222.degrees latitude (g = 980.6199 gals.).
 KA1222
 KA1222.The modeled gravity was interpolated from observed gravity values.
 KA1222
 KA1222;                    North         East    Units  Estimated Accuracy
 KA1222;SPC IN W     -   458,910.      888,150.      MT  (+/- 180 meters Scaled)
 KA1222
 KA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ809591(NAD 83)
 KA1222
 KA1222                          SUPERSEDED SURVEY CONTROL
 KA1222
 KA1222  NGVD 29 (??/??/92)  182.536  (m)          598.87   (f) ADJ UNCH    1 2
 KA1222
 KA1222.Superseded values are not recommended for survey control.
 KA1222
 KA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1222.See file dsdata.pdf to determine how the superseded data were derived.
 KA1222
 KA1222_MARKER: DB = BENCH MARK DISK
 KA1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1222_STAMPING: Y 81 1946
 KA1222_MARK LOGO: CGS
 KA1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1222+STABILITY: SURFACE MOTION
 KA1222
 KA1222  HISTORY     - Date     Condition        Report By
 KA1222  HISTORY     - 1946     MONUMENTED       CGS
 KA1222  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1222
 KA1222                          STATION DESCRIPTION
 KA1222
 KA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1222'0.9 MI W FROM CORY.
 KA1222'ABOUT 0.9 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1222'STATION AT CORY, 81 FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM
 KA1222'POLE NO. 14/27, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 KA1222'39 FEET WEST OF A T FENCE JUNCTION, 21 FEET WEST OF A 20 INCH
 KA1222'OAK TREE IN THE FENCE LINE, 2.5 FEET NORTH OF THE RIGHT-OF-WAY
 KA1222'FENCE, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KA1222'2 FEET LOWER THAN THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KA1222'STAMPED Y 81 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1222'PROJECTING 6 INCHES ABOVE GROUND.
 KA1222
 KA1222                          STATION RECOVERY (1985)
 KA1222
 KA1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0481 ***********************************************************************
 KA0481  DESIGNATION -  Y 83
 KA0481  PID         -  KA0481
 KA0481  STATE/COUNTY-  IN/OWEN
 KA0481  COUNTRY     -  US
 KA0481  USGS QUAD   -  CATARACT (2019)
 KA0481
 KA0481                         *CURRENT SURVEY CONTROL
 KA0481  ______________________________________________________________________
 KA0481* NAD 83(1986) POSITION- 39 22 42.46   (N) 086 47 47.49   (W)   HD_HELD1
 KA0481* NAVD 88 ORTHO HEIGHT -   259.031 (meters)      849.84  (feet) ADJUSTED
 KA0481  ______________________________________________________________________
 KA0481  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KA0481  DYNAMIC HEIGHT  -        258.879 (meters)      849.34  (feet) COMP
 KA0481  MODELED GRAVITY -    980,032.3   (mgal)                       NAVD 88
 KA0481
 KA0481  VERT ORDER      -  SECOND    CLASS II
 KA0481
 KA0481.The horizontal coordinates were determined by differentially corrected
 KA0481.hand held GPS observations or other comparable positioning techniques
 KA0481.and have an estimated accuracy of +/- 3 meters.
 KA0481
 KA0481.The orthometric height was determined by differential leveling and
 KA0481.adjusted by the NATIONAL GEODETIC SURVEY
 KA0481.in June 1991.
 KA0481
 KA0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0481.GEOID18 height accuracy estimate available here.
 KA0481
 KA0481.Click photographs - Photos may exist for this station.
 KA0481
 KA0481.The dynamic height is computed by dividing the NAVD 88
 KA0481.geopotential number by the normal gravity value computed on the
 KA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0481.degrees latitude (g = 980.6199 gals.).
 KA0481
 KA0481.The modeled gravity was interpolated from observed gravity values.
 KA0481
 KA0481;                    North         East    Units  Estimated Accuracy
 KA0481;SPC IN W     -   458,550.5     924,711.5     MT  (+/- 3 meters HH1 GPS) 
 KA0481
 KA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1752558795(NAD 83)
 KA0481
 KA0481                          SUPERSEDED SURVEY CONTROL
 KA0481
 KA0481  NGVD 29 (??/??/92)  259.153  (m)          850.24   (f) ADJ UNCH    2 0
 KA0481
 KA0481.Superseded values are not recommended for survey control.
 KA0481
 KA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0481.See file dsdata.pdf to determine how the superseded data were derived.
 KA0481
 KA0481_MARKER: DB = BENCH MARK DISK
 KA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0481_STAMPING: Y 83 1946
 KA0481_MARK LOGO: CGS
 KA0481_PROJECTION: PROJECTING 8 CENTIMETERS
 KA0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0481+STABILITY: SURFACE MOTION
 KA0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0481+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 KA0481
 KA0481  HISTORY     - Date     Condition        Report By
 KA0481  HISTORY     - 1946     MONUMENTED       CGS
 KA0481  HISTORY     - 20160726 GOOD             INDOT
 KA0481
 KA0481                          STATION DESCRIPTION
 KA0481
 KA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0481'AT CUBA.
 KA0481'AT CUBA, AT THE CUBA BAPTIST CHURCH, 42 FEET SOUTH OF THE CENTER
 KA0481'LINE OF THE ROAD TO CATARACT, 4.9 FEET NORTH OF THE NORTHEAST
 KA0481'CORNER OF THE CUBA BAPTIST CHURCH, AND 2 FEET EAST OF A WHITE
 KA0481'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 83 1946 AND
 KA0481'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KA0481'GROUND.
 KA0481
 KA0481                          STATION RECOVERY (2016)
 KA0481
 KA0481'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (GK)
 KA0481'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0464 ***********************************************************************
 KA0464  DESIGNATION -  Y 84
 KA0464  PID         -  KA0464
 KA0464  STATE/COUNTY-  IN/OWEN
 KA0464  COUNTRY     -  US
 KA0464  USGS QUAD   -  PATRICKSBURG (2019)
 KA0464
 KA0464                         *CURRENT SURVEY CONTROL
 KA0464  ______________________________________________________________________
 KA0464* NAD 83(1986) POSITION- 39 15 24.     (N) 086 56 34.     (W)   SCALED
 KA0464* NAVD 88 ORTHO HEIGHT -   198.505 (meters)      651.26  (feet) ADJUSTED
 KA0464  ______________________________________________________________________
 KA0464  GEOID HEIGHT    -        -32.812 (meters)                     GEOID18
 KA0464  DYNAMIC HEIGHT  -        198.389 (meters)      650.88  (feet) COMP
 KA0464  MODELED GRAVITY -    980,034.2   (mgal)                       NAVD 88
 KA0464
 KA0464  VERT ORDER      -  SECOND    CLASS 0
 KA0464
 KA0464.The horizontal coordinates were scaled from a map and have
 KA0464.an estimated accuracy of +/- 6 seconds.
 KA0464
 KA0464.The orthometric height was determined by differential leveling and
 KA0464.adjusted by the NATIONAL GEODETIC SURVEY
 KA0464.in June 1991.
 KA0464
 KA0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0464.GEOID18 height accuracy estimate available here.
 KA0464
 KA0464.Click photographs - Photos may exist for this station.
 KA0464
 KA0464.The dynamic height is computed by dividing the NAVD 88
 KA0464.geopotential number by the normal gravity value computed on the
 KA0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0464.degrees latitude (g = 980.6199 gals.).
 KA0464
 KA0464.The modeled gravity was interpolated from observed gravity values.
 KA0464
 KA0464;                    North         East    Units  Estimated Accuracy
 KA0464;SPC IN W     -   445,000.      912,130.      MT  (+/- 180 meters Scaled)
 KA0464
 KA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ049452(NAD 83)
 KA0464
 KA0464                          SUPERSEDED SURVEY CONTROL
 KA0464
 KA0464  NGVD 29 (??/??/92)  198.628  (m)          651.67   (f) ADJ UNCH    2 0
 KA0464
 KA0464.Superseded values are not recommended for survey control.
 KA0464
 KA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0464.See file dsdata.pdf to determine how the superseded data were derived.
 KA0464
 KA0464_MARKER: DB = BENCH MARK DISK
 KA0464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0464_SP_SET: CULVERT HEADWALL
 KA0464_STAMPING: Y 84 1946
 KA0464_MARK LOGO: CGS
 KA0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0464+STABILITY: SURFACE MOTION
 KA0464
 KA0464  HISTORY     - Date     Condition        Report By
 KA0464  HISTORY     - 1946     MONUMENTED       CGS
 KA0464
 KA0464                          STATION DESCRIPTION
 KA0464
 KA0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0464'3 MI N FROM ARNEY.
 KA0464'3.0 MILES NORTH ALONG A GRAVEL ROAD LEADING TO PATRICKSBURG
 KA0464'FROM THE CROSS ROAD AT ARNEY, SET IN THE TOP OF THE NORTH END
 KA0464'OF THE EAST CONCRETE HEAD WALL OF A 34 INCH CORRUGATED PIPE
 KA0464'CULVERT, 55 FEET SOUTH-SOUTHWEST OF A CONCRETE GATE POST, 11
 KA0464'FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE
 KA0464'ROAD, 5 FEET WEST OF A FENCE AROUND A CULTIVATED FIELD.  A
 KA0464'STANDARD DISK, STAMPED Y 84 1946 AND SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1039 ***********************************************************************
 KA1039  DESIGNATION -  Y 85
 KA1039  PID         -  KA1039
 KA1039  STATE/COUNTY-  IN/PARKE
 KA1039  COUNTRY     -  US
 KA1039  USGS QUAD   -  CLINTON (2019)
 KA1039
 KA1039                         *CURRENT SURVEY CONTROL
 KA1039  ______________________________________________________________________
 KA1039* NAD 83(1986) POSITION- 39 39 33.     (N) 087 23 05.     (W)   SCALED
 KA1039* NAVD 88 ORTHO HEIGHT -   147.421 (meters)      483.66  (feet) ADJUSTED
 KA1039  ______________________________________________________________________
 KA1039  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 KA1039  DYNAMIC HEIGHT  -        147.339 (meters)      483.39  (feet) COMP
 KA1039  MODELED GRAVITY -    980,063.8   (mgal)                       NAVD 88
 KA1039
 KA1039  VERT ORDER      -  SECOND    CLASS 0
 KA1039
 KA1039.The horizontal coordinates were scaled from a map and have
 KA1039.an estimated accuracy of +/- 6 seconds.
 KA1039
 KA1039.The orthometric height was determined by differential leveling and
 KA1039.adjusted by the NATIONAL GEODETIC SURVEY
 KA1039.in June 1991.
 KA1039
 KA1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1039.GEOID18 height accuracy estimate available here.
 KA1039
 KA1039.Click photographs - Photos may exist for this station.
 KA1039
 KA1039.The dynamic height is computed by dividing the NAVD 88
 KA1039.geopotential number by the normal gravity value computed on the
 KA1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1039.degrees latitude (g = 980.6199 gals.).
 KA1039
 KA1039.The modeled gravity was interpolated from observed gravity values.
 KA1039
 KA1039;                    North         East    Units  Estimated Accuracy
 KA1039;SPC IN W     -   489,720.      874,140.      MT  (+/- 180 meters Scaled)
 KA1039
 KA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ669899(NAD 83)
 KA1039
 KA1039                          SUPERSEDED SURVEY CONTROL
 KA1039
 KA1039  NGVD 29 (??/??/92)  147.53   (m)          484.0    (f) COMPUTED    2 0
 KA1039
 KA1039.Superseded values are not recommended for survey control.
 KA1039
 KA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1039.See file dsdata.pdf to determine how the superseded data were derived.
 KA1039
 KA1039_MARKER: DB = BENCH MARK DISK
 KA1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1039_SP_SET: BRIDGE
 KA1039_STAMPING: Y 85 1946
 KA1039_MARK LOGO: CGS
 KA1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1039
 KA1039  HISTORY     - Date     Condition        Report By
 KA1039  HISTORY     - 1946     MONUMENTED       CGS
 KA1039
 KA1039                          STATION DESCRIPTION
 KA1039
 KA1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1039'0.6 MI E FROM CLINTON.
 KA1039'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE EAST END OF
 KA1039'THE WABASH RIVER BRIDGE AT CLINTON, SET IN THE TOP OF THE EAST
 KA1039'END OF THE CONCRETE BANISTER OF A 425 FOOT CONCRETE BRIDGE OVER
 KA1039'A LOW SWAMPY AREA, 19.9 FEET WEST OF THE EAST END OF THE
 KA1039'BANISTER, 13.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KA1039'ABOUT 3 FEET ABOVE THE ROAD LEVEL.  A STANDARD DISK, STAMPED Y
 KA1039'85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1040 ***********************************************************************
 KA1040  DESIGNATION -  Y 85 RESET
 KA1040  PID         -  KA1040
 KA1040  STATE/COUNTY-  IN/PARKE
 KA1040  COUNTRY     -  US
 KA1040  USGS QUAD   -  CLINTON (2019)
 KA1040
 KA1040                         *CURRENT SURVEY CONTROL
 KA1040  ______________________________________________________________________
 KA1040* NAD 83(1986) POSITION- 39 39 33.     (N) 087 23 05.     (W)   SCALED
 KA1040* NAVD 88 ORTHO HEIGHT -   143.22  (meters)      469.9   (feet) RESET
 KA1040  ______________________________________________________________________
 KA1040  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 KA1040  VERT ORDER      -  THIRD
 KA1040
 KA1040.The horizontal coordinates were scaled from a map and have
 KA1040.an estimated accuracy of +/- 6 seconds.
 KA1040
 KA1040.The orthometric height was computed from unverified reset data.
 KA1040
 KA1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1040.GEOID18 height accuracy estimate available here.
 KA1040
 KA1040.Click photographs - Photos may exist for this station.
 KA1040
 KA1040;                    North         East    Units  Estimated Accuracy
 KA1040;SPC IN W     -   489,720.      874,140.      MT  (+/- 180 meters Scaled)
 KA1040
 KA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ669899(NAD 83)
 KA1040
 KA1040                          SUPERSEDED SURVEY CONTROL
 KA1040
 KA1040  NGVD 29 (??/??/??)  143.33   (m)          470.2    (f) RESET       3  
 KA1040
 KA1040.Superseded values are not recommended for survey control.
 KA1040
 KA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1040.See file dsdata.pdf to determine how the superseded data were derived.
 KA1040
 KA1040_MARKER: DB = BENCH MARK DISK
 KA1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1040_SP_SET: BRIDGE
 KA1040_STAMPING: Y 85 RESET 1964
 KA1040_MARK LOGO: CGS
 KA1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1040
 KA1040  HISTORY     - Date     Condition        Report By
 KA1040  HISTORY     - 1964     MONUMENTED       INHD
 KA1040
 KA1040                          STATION DESCRIPTION
 KA1040
 KA1040'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1964
 KA1040'0.6 MI E FROM CLINTON.
 KA1040'ABOUT 0.6 MILES EAST OF THE WABASH RIVER BRIDGE AT CLINTON, IN
 KA1040'THE WEST END OF THE HEADWALL OF STRUCTURE NO. 1, STATION 29+75,
 KA1040'FORTY FIVE FEET RIGHT OF CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0838 ***********************************************************************
 LB0838  DESIGNATION -  Y 86
 LB0838  PID         -  LB0838
 LB0838  STATE/COUNTY-  IN/TIPPECANOE
 LB0838  COUNTRY     -  US
 LB0838  USGS QUAD   -  MULBERRY (2019)
 LB0838
 LB0838                         *CURRENT SURVEY CONTROL
 LB0838  ______________________________________________________________________
 LB0838* NAD 83(1986) POSITION- 40 20 08.     (N) 086 43 57.     (W)   SCALED
 LB0838* NAVD 88 ORTHO HEIGHT -   221.938 (meters)      728.14  (feet) ADJUSTED
 LB0838  ______________________________________________________________________
 LB0838  GEOID HEIGHT    -        -33.784 (meters)                     GEOID18
 LB0838  DYNAMIC HEIGHT  -        221.824 (meters)      727.77  (feet) COMP
 LB0838  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 LB0838
 LB0838  VERT ORDER      -  SECOND    CLASS 0
 LB0838
 LB0838.The horizontal coordinates were scaled from a map and have
 LB0838.an estimated accuracy of +/- 6 seconds.
 LB0838
 LB0838.The orthometric height was determined by differential leveling and
 LB0838.adjusted by the NATIONAL GEODETIC SURVEY
 LB0838.in June 1991.
 LB0838
 LB0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0838.GEOID18 height accuracy estimate available here.
 LB0838
 LB0838.Click photographs - Photos may exist for this station.
 LB0838
 LB0838.The dynamic height is computed by dividing the NAVD 88
 LB0838.geopotential number by the normal gravity value computed on the
 LB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0838.degrees latitude (g = 980.6199 gals.).
 LB0838
 LB0838.The modeled gravity was interpolated from observed gravity values.
 LB0838
 LB0838;                    North         East    Units  Estimated Accuracy
 LB0838;SPC IN W     -   564,840.      929,810.      MT  (+/- 180 meters Scaled)
 LB0838
 LB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK227650(NAD 83)
 LB0838
 LB0838                          SUPERSEDED SURVEY CONTROL
 LB0838
 LB0838  NGVD 29 (??/??/92)  222.041  (m)          728.48   (f) ADJ UNCH    2 0
 LB0838
 LB0838.Superseded values are not recommended for survey control.
 LB0838
 LB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0838.See file dsdata.pdf to determine how the superseded data were derived.
 LB0838
 LB0838_MARKER: DB = BENCH MARK DISK
 LB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0838_STAMPING: Y 86 1946
 LB0838_MARK LOGO: CGS
 LB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0838+STABILITY: SURFACE MOTION
 LB0838
 LB0838  HISTORY     - Date     Condition        Report By
 LB0838  HISTORY     - 1946     MONUMENTED       CGS
 LB0838  HISTORY     - 20020517 MARK NOT FOUND   INDIV
 LB0838
 LB0838                          STATION DESCRIPTION
 LB0838
 LB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0838'3.3 MI N FROM MONROE.
 LB0838'ABOUT 3.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 LB0838'WITH U.S. HIGHWAY 52 AT MONROE, ABOUT 0.7 MILE SOUTH OF THE
 LB0838'INTERSECTION WITH AN EAST-WEST GRAVEL ROAD, AT A T FENCE CORNER
 LB0838'ON THE EAST SIDE OF THE ROAD, 24 FEET EAST OF THE CENTER LINE
 LB0838'OF THE ROAD, 10 FEET SOUTH OF THE CENTER LINE OF A FIELD GATE,
 LB0838'3 FEET SOUTHWEST OF THE CORNER FENCE POST, 2 FEET NORTH OF A
 LB0838'WHITE WOODEN WITNESS POST AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
 LB0838'A STANDARD DISK, Y 86 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0838'PROJECTING 4 INCHES ABOVE GROUND.
 LB0838
 LB0838                          STATION RECOVERY (2002)
 LB0838
 LB0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0838'MARK NOT FOUND, POSSIBLY PLOWED UNDER AND POSSIBLE REGRADING OF DITCH
 LB0838'AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0813 ***********************************************************************
 LB0813  DESIGNATION -  Y 87
 LB0813  PID         -  LB0813
 LB0813  STATE/COUNTY-  IN/MONTGOMERY
 LB0813  COUNTRY     -  US
 LB0813  USGS QUAD   -  LINDEN (2019)
 LB0813
 LB0813                         *CURRENT SURVEY CONTROL
 LB0813  ______________________________________________________________________
 LB0813* NAD 83(1986) POSITION- 40 07 43.     (N) 086 55 49.     (W)   SCALED
 LB0813* NAVD 88 ORTHO HEIGHT -   249.394 (meters)      818.22  (feet) ADJUSTED
 LB0813  ______________________________________________________________________
 LB0813  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 LB0813  DYNAMIC HEIGHT  -        249.262 (meters)      817.79  (feet) COMP
 LB0813  MODELED GRAVITY -    980,089.7   (mgal)                       NAVD 88
 LB0813
 LB0813  VERT ORDER      -  SECOND    CLASS 0
 LB0813
 LB0813.The horizontal coordinates were scaled from a map and have
 LB0813.an estimated accuracy of +/- 6 seconds.
 LB0813
 LB0813.The orthometric height was determined by differential leveling and
 LB0813.adjusted by the NATIONAL GEODETIC SURVEY
 LB0813.in June 1991.
 LB0813
 LB0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0813.GEOID18 height accuracy estimate available here.
 LB0813
 LB0813.Click photographs - Photos may exist for this station.
 LB0813
 LB0813.The dynamic height is computed by dividing the NAVD 88
 LB0813.geopotential number by the normal gravity value computed on the
 LB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0813.degrees latitude (g = 980.6199 gals.).
 LB0813
 LB0813.The modeled gravity was interpolated from observed gravity values.
 LB0813
 LB0813;                    North         East    Units  Estimated Accuracy
 LB0813;SPC IN W     -   541,810.      913,050.      MT  (+/- 180 meters Scaled)
 LB0813
 LB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK059420(NAD 83)
 LB0813
 LB0813                          SUPERSEDED SURVEY CONTROL
 LB0813
 LB0813  NGVD 29 (??/??/92)  249.479  (m)          818.50   (f) ADJ UNCH    2 0
 LB0813
 LB0813.Superseded values are not recommended for survey control.
 LB0813
 LB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0813.See file dsdata.pdf to determine how the superseded data were derived.
 LB0813
 LB0813_MARKER: DB = BENCH MARK DISK
 LB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0813_STAMPING: Y 87 1946
 LB0813_MARK LOGO: CGS
 LB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0813+STABILITY: SURFACE MOTION
 LB0813
 LB0813  HISTORY     - Date     Condition        Report By
 LB0813  HISTORY     - 1946     MONUMENTED       CGS
 LB0813
 LB0813                          STATION DESCRIPTION
 LB0813
 LB0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0813'2.4 MI SW FROM CHERRY GROVE.
 LB0813'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0813'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 1.7 MILES WEST AND NORTH
 LB0813'ALONG A GRAVEL ROAD LEADING TO ELMDALE, 97 FEET SOUTHEAST OF A 20
 LB0813'INCH ELM TREE, 17 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 LB0813'LINE OF THE ROAD, 15 FEET NORTH OF A GATE LEADING TO A CULTIVATED
 LB0813'FIELD, IN THE FENCE LINE, AND ABOUT 2 FEET SOUTH OF A WHITE
 LB0813'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 87 1946 AND SET
 LB0813'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1675 ***********************************************************************
 LB1675  DESIGNATION -  Y 88
 LB1675  PID         -  LB1675
 LB1675  STATE/COUNTY-  IN/TIPPECANOE
 LB1675  COUNTRY     -  US
 LB1675  USGS QUAD   -  WESTPOINT (2019)
 LB1675
 LB1675                         *CURRENT SURVEY CONTROL
 LB1675  ______________________________________________________________________
 LB1675* NAD 83(1986) POSITION- 40 16 21.     (N) 087 02 10.     (W)   SCALED
 LB1675* NAVD 88 ORTHO HEIGHT -   226.592 (meters)      743.41  (feet) ADJUSTED
 LB1675  ______________________________________________________________________
 LB1675  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 LB1675  DYNAMIC HEIGHT  -        226.479 (meters)      743.04  (feet) COMP
 LB1675  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 LB1675
 LB1675  VERT ORDER      -  SECOND    CLASS 0
 LB1675
 LB1675.The horizontal coordinates were scaled from a map and have
 LB1675.an estimated accuracy of +/- 6 seconds.
 LB1675
 LB1675.The orthometric height was determined by differential leveling and
 LB1675.adjusted by the NATIONAL GEODETIC SURVEY
 LB1675.in June 1991.
 LB1675
 LB1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1675.GEOID18 height accuracy estimate available here.
 LB1675
 LB1675.Click photographs - Photos may exist for this station.
 LB1675
 LB1675.The dynamic height is computed by dividing the NAVD 88
 LB1675.geopotential number by the normal gravity value computed on the
 LB1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1675.degrees latitude (g = 980.6199 gals.).
 LB1675
 LB1675.The modeled gravity was interpolated from observed gravity values.
 LB1675
 LB1675;                    North         East    Units  Estimated Accuracy
 LB1675;SPC IN W     -   557,780.      904,020.      MT  (+/- 180 meters Scaled)
 LB1675
 LB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK969580(NAD 83)
 LB1675
 LB1675                          SUPERSEDED SURVEY CONTROL
 LB1675
 LB1675  NGVD 29 (??/??/92)  226.675  (m)          743.68   (f) ADJ UNCH    2 0
 LB1675
 LB1675.Superseded values are not recommended for survey control.
 LB1675
 LB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1675.See file dsdata.pdf to determine how the superseded data were derived.
 LB1675
 LB1675_MARKER: DB = BENCH MARK DISK
 LB1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1675_STAMPING: Y 88 1946
 LB1675_MARK LOGO: CGS
 LB1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1675+STABILITY: SURFACE MOTION
 LB1675
 LB1675  HISTORY     - Date     Condition        Report By
 LB1675  HISTORY     - 1946     MONUMENTED       CGS
 LB1675
 LB1675                          STATION DESCRIPTION
 LB1675
 LB1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1675'2.8 MI E FROM ODELL.
 LB1675'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB1675'WITH STATE HIGHWAY 25 AT ODELL, ABOUT 1.15 MILES NORTHWEST OF
 LB1675'THE JACKSON TOWNSHIP HIGH SCHOOL, ABOUT 260 FEET SOUTH OF THE
 LB1675'JUNCTION OF A GRAVEL ROAD LEADING EAST, AT THE JUNCTION OF A
 LB1675'GRAVEL ROAD LEADING WEST, 35 FEET WEST OF AND ABOUT LEVEL WITH
 LB1675'THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTHWEST AND ACROSS THE
 LB1675'ROAD FROM POWER POLE NO. 141-247, 19.5 FEET SOUTH OF THE CENTER
 LB1675'LINE OF THE GRAVEL ROAD, 2 FEET SOUTHWEST OF A CONCRETE FENCE
 LB1675'CORNER POST, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 LB1675'A STANDARD DISK, STAMPED Y 88 1946 AND SET IN THE TOP OF A
 LB1675'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0735 ***********************************************************************
 LB0735  DESIGNATION -  Y 89
 LB0735  PID         -  LB0735
 LB0735  STATE/COUNTY-  IN/TIPPECANOE
 LB0735  COUNTRY     -  US
 LB0735  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0735
 LB0735                         *CURRENT SURVEY CONTROL
 LB0735  ______________________________________________________________________
 LB0735* NAD 83(1986) POSITION- 40 24 04.08   (N) 086 53 35.07   (W)   HD_HELD1
 LB0735* NAVD 88 ORTHO HEIGHT -   197.337 (meters)      647.43  (feet) ADJUSTED
 LB0735  ______________________________________________________________________
 LB0735  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 LB0735  DYNAMIC HEIGHT  -        197.240 (meters)      647.11  (feet) COMP
 LB0735  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 LB0735
 LB0735  VERT ORDER      -  SECOND    CLASS 0
 LB0735
 LB0735.The horizontal coordinates were determined by differentially corrected
 LB0735.hand held GPS observations or other comparable positioning techniques
 LB0735.and have an estimated accuracy of +/- 3 meters.
 LB0735
 LB0735.The orthometric height was determined by differential leveling and
 LB0735.adjusted by the NATIONAL GEODETIC SURVEY
 LB0735.in June 1991.
 LB0735
 LB0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0735.GEOID18 height accuracy estimate available here.
 LB0735
 LB0735.Click photographs - Photos may exist for this station.
 LB0735
 LB0735.The dynamic height is computed by dividing the NAVD 88
 LB0735.geopotential number by the normal gravity value computed on the
 LB0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0735.degrees latitude (g = 980.6199 gals.).
 LB0735
 LB0735.The modeled gravity was interpolated from observed gravity values.
 LB0735
 LB0735;                    North         East    Units  Estimated Accuracy
 LB0735;SPC IN W     -   572,074.8     916,150.9     MT  (+/- 3 meters HH1 GPS) 
 LB0735
 LB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0907372286(NAD 83)
 LB0735
 LB0735                          SUPERSEDED SURVEY CONTROL
 LB0735
 LB0735  NGVD 29 (??/??/92)  197.435  (m)          647.75   (f) ADJ UNCH    2 0
 LB0735
 LB0735.Superseded values are not recommended for survey control.
 LB0735
 LB0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0735.See file dsdata.pdf to determine how the superseded data were derived.
 LB0735
 LB0735_MARKER: DB = BENCH MARK DISK
 LB0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0735_STAMPING: Y 86 1946
 LB0735_MARK LOGO: CGS
 LB0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0735+STABILITY: SURFACE MOTION
 LB0735
 LB0735  HISTORY     - Date     Condition        Report By
 LB0735  HISTORY     - 1946     MONUMENTED       CGS
 LB0735  HISTORY     - 1965     GOOD             CGS
 LB0735
 LB0735                          STATION DESCRIPTION
 LB0735
 LB0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0735'AT LAFAYETTE.
 LB0735'AT LA FAYETTE, ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 43
 LB0735'FROM THE COURT HOUSE, AT THE SOUTHERN CITY LIMITS, ON A FENCE
 LB0735'LINE, 27.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 LB0735'NORTHWEST OF A TWIN WALNUT TREE, 17 FEET NORTHEAST OF THE CITY
 LB0735'LIMIT SIGN, 10.5 FEET SOUTH OF THE CENTER LINE OF A DRIVE WAY,
 LB0735'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 LB0735'ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED Y 89 1946 AND SET IN
 LB0735'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0735
 LB0735                          STATION RECOVERY (1965)
 LB0735
 LB0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1616 ***********************************************************************
 LB1616  DESIGNATION -  Y 91
 LB1616  PID         -  LB1616
 LB1616  STATE/COUNTY-  IN/VERMILLION
 LB1616  COUNTRY     -  US
 LB1616  USGS QUAD   -  PERRYSVILLE (2019)
 LB1616
 LB1616                         *CURRENT SURVEY CONTROL
 LB1616  ______________________________________________________________________
 LB1616* NAD 83(1986) POSITION- 40 01 46.     (N) 087 27 37.     (W)   SCALED
 LB1616* NAVD 88 ORTHO HEIGHT -   169.337 (meters)      555.57  (feet) ADJUSTED
 LB1616  ______________________________________________________________________
 LB1616  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 LB1616  DYNAMIC HEIGHT  -        169.249 (meters)      555.28  (feet) COMP
 LB1616  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 LB1616
 LB1616  VERT ORDER      -  FIRST     CLASS II
 LB1616
 LB1616.The horizontal coordinates were scaled from a map and have
 LB1616.an estimated accuracy of +/- 6 seconds.
 LB1616
 LB1616.The orthometric height was determined by differential leveling and
 LB1616.adjusted by the NATIONAL GEODETIC SURVEY
 LB1616.in June 1991.
 LB1616
 LB1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1616.GEOID18 height accuracy estimate available here.
 LB1616
 LB1616.Click photographs - Photos may exist for this station.
 LB1616
 LB1616.The dynamic height is computed by dividing the NAVD 88
 LB1616.geopotential number by the normal gravity value computed on the
 LB1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1616.degrees latitude (g = 980.6199 gals.).
 LB1616
 LB1616.The modeled gravity was interpolated from observed gravity values.
 LB1616
 LB1616;                    North         East    Units  Estimated Accuracy
 LB1616;SPC IN W     -   530,860.      867,830.      MT  (+/- 180 meters Scaled)
 LB1616
 LB1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK607311(NAD 83)
 LB1616
 LB1616                          SUPERSEDED SURVEY CONTROL
 LB1616
 LB1616  NGVD 29 (??/??/92)  169.392  (m)          555.75   (f) ADJ UNCH    1 2
 LB1616
 LB1616.Superseded values are not recommended for survey control.
 LB1616
 LB1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1616.See file dsdata.pdf to determine how the superseded data were derived.
 LB1616
 LB1616_MARKER: DB = BENCH MARK DISK
 LB1616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB1616_SP_SET: ABUTMENT
 LB1616_STAMPING: Y 91 1938
 LB1616_MARK LOGO: CGS
 LB1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1616
 LB1616  HISTORY     - Date     Condition        Report By
 LB1616  HISTORY     - 1938     MONUMENTED       CGS
 LB1616  HISTORY     - 1946     GOOD             CGS
 LB1616  HISTORY     - 1986     GOOD             NGS
 LB1616
 LB1616                          STATION DESCRIPTION
 LB1616
 LB1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1616'1.3 MI SE FROM PERRYSVILLE.
 LB1616'1.3 MILES SOUTHEAST ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 LB1616'FROM THE STATION AT PERRYSVILLE, VERMILLION COUNTY, 5.5 MILES
 LB1616'NORTHWEST OF CAYUGA, AT BRIDGE 135.6, ON THE WEST END OF THE NORTH
 LB1616'HEADWALL, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 8 FEET LOWER
 LB1616'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 91 1938.
 LB1616
 LB1616                          STATION RECOVERY (1986)
 LB1616
 LB1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1616'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.2 KM (5.7 MI)
 LB1616'NORTHERLY ALONG STATE HIGHWAY 63 FROM ITS JUNCTION WITH STATE HIGHWAY
 LB1616'234 IN CAYUGA, THENCE 0.7 KM (0.45 MI) WEST ALONG COUNTY ROAD 1000 N,
 LB1616'THENCE 0.5 KM (0.3 MI) SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 LB1616'RAILROAD.  NOTE--THIS MARK IS SLIGHTLY MARRED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2124 ***********************************************************************
 JZ2124  DESIGNATION -  Y 92
 JZ2124  PID         -  JZ2124
 JZ2124  STATE/COUNTY-  IN/JENNINGS
 JZ2124  COUNTRY     -  US
 JZ2124  USGS QUAD   -  BUTLERVILLE (2019)
 JZ2124
 JZ2124                         *CURRENT SURVEY CONTROL
 JZ2124  ______________________________________________________________________
 JZ2124* NAD 83(1986) POSITION- 39 02 03.2    (N) 085 30 45.9    (W)   HD_HELD2
 JZ2124* NAVD 88 ORTHO HEIGHT -   248.133 (meters)      814.08  (feet) POSTED
 JZ2124  ______________________________________________________________________
 JZ2124  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 JZ2124  DYNAMIC HEIGHT  -        247.97  (meters)      813.5   (feet) COMP
 JZ2124  MODELED GRAVITY -    979,976.5   (mgal)                       NAVD 88
 JZ2124
 JZ2124  VERT ORDER      -  * POSTED, SEE BELOW
 JZ2124
 JZ2124.The horizontal coordinates were established by autonomous hand held GPS
 JZ2124.observations and have an estimated accuracy of +/- 10 meters.
 JZ2124
 JZ2124.The orthometric height was determined by differential leveling
 JZ2124.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ2124
 JZ2124.* This is a POSTED BENCH MARK height.
 JZ2124
 JZ2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2124.GEOID18 height accuracy estimate available here.
 JZ2124
 JZ2124.Click photographs - Photos may exist for this station.
 JZ2124
 JZ2124.The dynamic height is computed by dividing the NAVD 88
 JZ2124.geopotential number by the normal gravity value computed on the
 JZ2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2124.degrees latitude (g = 980.6199 gals.).
 JZ2124
 JZ2124.The modeled gravity was interpolated from observed gravity values.
 JZ2124
 JZ2124;                    North         East    Units  Estimated Accuracy
 JZ2124;SPC IN E     -   420,307.      113,326.      MT  (+/- 10 meters HH2 GPS)
 JZ2124
 JZ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2872421626(NAD 83)
 JZ2124
 JZ2124                          SUPERSEDED SURVEY CONTROL
 JZ2124
 JZ2124  NGVD 29 (??/??/92)  248.256  (m)          814.49   (f) ADJ UNCH    1 2
 JZ2124
 JZ2124.Superseded values are not recommended for survey control.
 JZ2124
 JZ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2124.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2124
 JZ2124_MARKER: DB = BENCH MARK DISK
 JZ2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2124_SP_SET: BUILDING
 JZ2124_STAMPING: Y 92 1938
 JZ2124_MARK LOGO: CGS
 JZ2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2124
 JZ2124  HISTORY     - Date     Condition        Report By
 JZ2124  HISTORY     - 1938     MONUMENTED       CGS
 JZ2124
 JZ2124                          STATION DESCRIPTION
 JZ2124
 JZ2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ2124'6.5 MI E FROM NORTH VERNON.
 JZ2124'6.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ2124'STATION AT NORTH VERNON, JENNINGS COUNTY, AT BUTLERVILLE, 3
 JZ2124'RAILS EAST OF THE STATION, 10 FEET EAST OF A POWER POLE, 42 FEET
 JZ2124'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 23 FEET EAST OF THE
 JZ2124'MAIN STREET, AT THE MASONIC BUILDING, IN THE SOUTH END OF THE
 JZ2124'WEST FACE OF THE BUILDING, AND 4 FEET ABOVE THE SIDEWALK.  A
 JZ2124'STANDARD DISK, STAMPED Y 92 1938 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1901 ***********************************************************************
 JZ1901  DESIGNATION -  Y 93
 JZ1901  PID         -  JZ1901
 JZ1901  STATE/COUNTY-  IN/RIPLEY
 JZ1901  COUNTRY     -  US
 JZ1901  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1901
 JZ1901                         *CURRENT SURVEY CONTROL
 JZ1901  ______________________________________________________________________
 JZ1901* NAD 83(1986) POSITION- 39 07 44.     (N) 085 09 18.     (W)   SCALED
 JZ1901* NAVD 88 ORTHO HEIGHT -   304.251 (meters)      998.20  (feet) POSTED
 JZ1901  ______________________________________________________________________
 JZ1901  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JZ1901  DYNAMIC HEIGHT  -        304.06  (meters)      997.6   (feet) COMP
 JZ1901  MODELED GRAVITY -    979,977.8   (mgal)                       NAVD 88
 JZ1901
 JZ1901  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1901
 JZ1901.The horizontal coordinates were scaled from a map and have
 JZ1901.an estimated accuracy of +/- 6 seconds.
 JZ1901
 JZ1901.The orthometric height was determined by differential leveling
 JZ1901.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1901
 JZ1901.* This is a POSTED BENCH MARK height.
 JZ1901
 JZ1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1901.GEOID18 height accuracy estimate available here.
 JZ1901
 JZ1901.Click photographs - Photos may exist for this station.
 JZ1901
 JZ1901.The dynamic height is computed by dividing the NAVD 88
 JZ1901.geopotential number by the normal gravity value computed on the
 JZ1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1901.degrees latitude (g = 980.6199 gals.).
 JZ1901
 JZ1901.The modeled gravity was interpolated from observed gravity values.
 JZ1901
 JZ1901;                    North         East    Units  Estimated Accuracy
 JZ1901;SPC IN E     -   430,930.      144,240.      MT  (+/- 180 meters Scaled)
 JZ1901
 JZ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ594327(NAD 83)
 JZ1901
 JZ1901                          SUPERSEDED SURVEY CONTROL
 JZ1901
 JZ1901  NGVD 29 (??/??/92)  304.408  (m)          998.71   (f) ADJ UNCH    1 2
 JZ1901
 JZ1901.Superseded values are not recommended for survey control.
 JZ1901
 JZ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1901.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1901
 JZ1901_MARKER: DB = BENCH MARK DISK
 JZ1901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1901_SP_SET: CULVERT HEADWALL
 JZ1901_STAMPING: Y 93 1938
 JZ1901_MARK LOGO: CGS
 JZ1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1901+STABILITY: SURFACE MOTION
 JZ1901
 JZ1901  HISTORY     - Date     Condition        Report By
 JZ1901  HISTORY     - 1938     MONUMENTED       CGS
 JZ1901
 JZ1901                          STATION DESCRIPTION
 JZ1901
 JZ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1901'1.3 MI W FROM MILAN.
 JZ1901'1.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1901'STATION AT MILAN, RIPLEY COUNTY, 1.3 MILES EAST OF PIERCEVILLE,
 JZ1901'6 POLES WEST OF MILEPOST C 44, AT POLE 43/48, OPPOSITE SIGNAL
 JZ1901'TOWER 43.47, AT A STONE CULVERT, IN THE TOP OF THE SOUTH
 JZ1901'HEADWALL, 1 FOOT WEST OF THE EAST END, 9 FEET SOUTH OF THE
 JZ1901'SOUTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 JZ1901'DISK, STAMPED Y 93 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1710 ***********************************************************************
 LB1710  CBN         -  This is a Cooperative Base Network Control Station.
 LB1710  DESIGNATION -  Y 94
 LB1710  PID         -  LB1710
 LB1710  STATE/COUNTY-  IN/WARREN
 LB1710  COUNTRY     -  US
 LB1710  USGS QUAD   -  OTTERBEIN (2019)
 LB1710
 LB1710                         *CURRENT SURVEY CONTROL
 LB1710  ______________________________________________________________________
 LB1710* NAD 83(2011) POSITION- 40 28 28.80798(N) 087 05 34.33664(W)   ADJUSTED
 LB1710* NAD 83(2011) ELLIP HT-   181.675 (meters)        (06/27/12)   ADJUSTED
 LB1710* NAD 83(2011) EPOCH   -  2010.00
 LB1710* NAVD 88 ORTHO HEIGHT -   215.220 (meters)      706.10  (feet) ADJUSTED
 LB1710  ______________________________________________________________________
 LB1710  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LB1710  NAD 83(2011) X  -    246,424.712 (meters)                     COMP
 LB1710  NAD 83(2011) Y  - -4,852,546.617 (meters)                     COMP
 LB1710  NAD 83(2011) Z  -  4,118,338.491 (meters)                     COMP
 LB1710  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 LB1710  DYNAMIC HEIGHT  -        215.114 (meters)      705.75  (feet) COMP
 LB1710  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 LB1710
 LB1710  VERT ORDER      -  SECOND    CLASS 0
 LB1710
 LB1710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1710  Standards:
 LB1710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1710  -------------------------------------------------------------------
 LB1710  NETWORK    0.77   1.41           0.36   0.25   0.72      0.04328269
 LB1710  -------------------------------------------------------------------
 LB1710  Click here for local accuracies and other accuracy information.
 LB1710
 LB1710.The horizontal coordinates were established by GPS observations
 LB1710.and adjusted by the National Geodetic Survey in June 2012.
 LB1710
 LB1710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1710.been affixed to the stable North American tectonic plate. See 
 LB1710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1710
 LB1710.The horizontal coordinates are valid at the epoch date displayed above
 LB1710.which is a decimal equivalence of Year/Month/Day.
 LB1710
 LB1710.The orthometric height was determined by differential leveling and
 LB1710.adjusted by the NATIONAL GEODETIC SURVEY
 LB1710.in June 1991.
 LB1710
 LB1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1710.GEOID18 height accuracy estimate available here.
 LB1710
 LB1710.Click photographs - Photos may exist for this station.
 LB1710
 LB1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1710
 LB1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1710
 LB1710.The ellipsoidal height was determined by GPS observations
 LB1710.and is referenced to NAD 83.
 LB1710
 LB1710.The dynamic height is computed by dividing the NAVD 88
 LB1710.geopotential number by the normal gravity value computed on the
 LB1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1710.degrees latitude (g = 980.6199 gals.).
 LB1710
 LB1710.The modeled gravity was interpolated from observed gravity values.
 LB1710
 LB1710. The following values were computed from the NAD 83(2011) position.
 LB1710
 LB1710;                    North         East     Units Scale Factor Converg.
 LB1710;SPC IN W     -   580,222.776   899,191.212   MT  0.99996667   -0 00 22.3
 LB1710;SPC IN W     - 1,903,614.22  2,950,096.50   sFT  0.99996667   -0 00 22.3
 LB1710;UTM  16      - 4,480,447.129   492,127.698   MT  0.99960076   -0 03 37.0
 LB1710
 LB1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1710!SPC IN W     -   0.99997150  x   0.99996667  =   0.99993817
 LB1710!UTM  16      -   0.99997150  x   0.99960076  =   0.99957227
 LB1710
 LB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9212780447(NAD 83)
 LB1710
 LB1710                          SUPERSEDED SURVEY CONTROL
 LB1710
 LB1710  NAD 83(2007)-  40 28 28.80810(N)    087 05 34.33760(W) AD(2002.00) 0
 LB1710  ELLIP H (02/10/07)  181.693  (m)                       GP(2002.00)    
 LB1710  NAD 83(1997)-  40 28 28.80805(N)    087 05 34.33755(W) AD(       ) A
 LB1710  ELLIP H (01/19/05)  181.700  (m)                       GP(       ) 4 1
 LB1710  NAVD 88             215.22   (m)          706.1    (f) LEVELING    3  
 LB1710  NGVD 29 (??/??/92)  215.295  (m)          706.35   (f) ADJ UNCH    2 0
 LB1710
 LB1710.Superseded values are not recommended for survey control.
 LB1710
 LB1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1710.See file dsdata.pdf to determine how the superseded data were derived.
 LB1710
 LB1710_MARKER: DB = BENCH MARK DISK
 LB1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1710_STAMPING: Y 94 1946
 LB1710_MARK LOGO: CGS
 LB1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1710+STABILITY: SURFACE MOTION
 LB1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1710+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 LB1710
 LB1710  HISTORY     - Date     Condition        Report By
 LB1710  HISTORY     - 1946     MONUMENTED       CGS
 LB1710  HISTORY     - 20030624 GOOD             IN-099
 LB1710  HISTORY     - 20071024 GOOD             INDIV
 LB1710  HISTORY     - 20080421 GOOD             FARNGP
 LB1710  HISTORY     - 20160524 GOOD             COMPDA
 LB1710
 LB1710                          STATION DESCRIPTION
 LB1710
 LB1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1710'1 MI S FROM OTTERBEIN.
 LB1710'ABOUT 0.95 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE NEW YORK,
 LB1710'CHICAGO AND ST. LOUIS RAILROAD STATION AT OTTERBEIN, AT A ROAD
 LB1710'LEADING WEST AT THE BENTON-WARREN COUNTY LINE, 29 FEET SOUTH OF
 LB1710'THE CENTER LINE OF THE GRAVEL ROAD LEADING WEST, 25 FEET WEST
 LB1710'OF THE CENTER LINE OF THE BLACK TOP ROAD, 26 FEET SOUTHEAST OF
 LB1710'A 12 INCH ASH TREE, 2.5 FEET SOUTH OF A FENCE CORNER POST, IN
 LB1710'THE FENCE LINE, AND ABOUT 1 FOOT BELOW THE ROAD, AND 2 FEET NORTH
 LB1710'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 94
 LB1710'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1710'ABOVE GROUND.
 LB1710
 LB1710                          STATION RECOVERY (2003)
 LB1710
 LB1710'RECOVERY NOTE BY TIPPECANOE COUNTY INDIANA 2003 (ZEB)
 LB1710'THE STATION IS LOCATED ABOUT 15 MI SOUTHEAST OF FOWLER, 3.5 MI WEST
 LB1710'FROM MONTMORENCI  AND 1 MI SOUTH FROM OTTERBEIN.  OWNERSHIP--DAVE
 LB1710'GEPHARI.
 LB1710'
 LB1710'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 26 AND WARREN
 LB1710'COUNTY ROAD  1200E AT THE TIPPECANOE/WARREN COUNTY LINE, GO NORTH FOR
 LB1710'ABOUT 1.9 MI ON CR 1200E TO  BENTON COUNTY ROAD 900S AND THE STATION.
 LB1710'
 LB1710'THE STATION IS IN A 9-INCH SQUARE CONCRETE POST FLUSH WITH GROUND.
 LB1710'LOCATED 28 FT  SOUTH OF THE CENTERLINE OF BENTON COUNTY ROAD 900S, 26
 LB1710'FT WEST OF THE CENTERLINE OF  WARREN COUNTY ROAD 1200E, 93.5 FT
 LB1710'SOUTHEAST OF A MAGNAIL IN POWER POLE (MAGNAIL IN  SOUTHWEST SIDE OF
 LB1710'POLE, 1.5 FT ABOVE GROUND), 47.5 FT SOUTHWEST OF AN 18-INCH SQUARE
 LB1710'CONCRETE POST PROJECTING 4 FT ABOVE GROUND, 20.9 FT NORTH OF A POWER
 LB1710'POLE, 12.3 FT  NORTH OF A TELEPHONE BOX AND 2 FT EAST OF A WITNESS
 LB1710'POST.
 LB1710
 LB1710                          STATION RECOVERY (2007)
 LB1710
 LB1710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CK)
 LB1710'RECOVERED IN GOOD CONDITION.
 LB1710
 LB1710                          STATION RECOVERY (2008)
 LB1710
 LB1710'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1710'SATELLITE OBERVATION ON MAY 1 2008
 LB1710
 LB1710                          STATION RECOVERY (2016)
 LB1710
 LB1710'RECOVERY NOTE BY COMPASSDATA INC 2016 (NK)
 LB1710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1664 ***********************************************************************
 LB1664  DESIGNATION -  Y 95
 LB1664  PID         -  LB1664
 LB1664  STATE/COUNTY-  IN/WARREN
 LB1664  COUNTRY     -  US
 LB1664  USGS QUAD   -  WILLIAMSPORT (2019)
 LB1664
 LB1664                         *CURRENT SURVEY CONTROL
 LB1664  ______________________________________________________________________
 LB1664* NAD 83(1986) POSITION- 40 16 48.     (N) 087 18 17.     (W)   SCALED
 LB1664* NAVD 88 ORTHO HEIGHT -   186.525 (meters)      611.96  (feet) ADJUSTED
 LB1664  ______________________________________________________________________
 LB1664  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 LB1664  DYNAMIC HEIGHT  -        186.431 (meters)      611.65  (feet) COMP
 LB1664  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 LB1664
 LB1664  VERT ORDER      -  SECOND    CLASS 0
 LB1664
 LB1664.The horizontal coordinates were scaled from a map and have
 LB1664.an estimated accuracy of +/- 6 seconds.
 LB1664
 LB1664.The orthometric height was determined by differential leveling and
 LB1664.adjusted by the NATIONAL GEODETIC SURVEY
 LB1664.in June 1991.
 LB1664
 LB1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1664.GEOID18 height accuracy estimate available here.
 LB1664
 LB1664.Click photographs - Photos may exist for this station.
 LB1664
 LB1664.The dynamic height is computed by dividing the NAVD 88
 LB1664.geopotential number by the normal gravity value computed on the
 LB1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1664.degrees latitude (g = 980.6199 gals.).
 LB1664
 LB1664.The modeled gravity was interpolated from observed gravity values.
 LB1664
 LB1664;                    North         East    Units  Estimated Accuracy
 LB1664;SPC IN W     -   558,630.      881,170.      MT  (+/- 180 meters Scaled)
 LB1664
 LB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK740588(NAD 83)
 LB1664
 LB1664                          SUPERSEDED SURVEY CONTROL
 LB1664
 LB1664  NGVD 29 (??/??/92)  186.587  (m)          612.16   (f) ADJ UNCH    2 0
 LB1664
 LB1664.Superseded values are not recommended for survey control.
 LB1664
 LB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1664.See file dsdata.pdf to determine how the superseded data were derived.
 LB1664
 LB1664_MARKER: DB = BENCH MARK DISK
 LB1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1664_SP_SET: BRIDGE
 LB1664_STAMPING: Y 95 1946
 LB1664_MARK LOGO: CGS
 LB1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1664+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 LB1664
 LB1664  HISTORY     - Date     Condition        Report By
 LB1664  HISTORY     - 1946     MONUMENTED       CGS
 LB1664  HISTORY     - 20100325 GOOD             SEC
 LB1664
 LB1664                          STATION DESCRIPTION
 LB1664
 LB1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1664'0.8 MI SW FROM WILLIAMSPORT.
 LB1664'ABOUT 0.75 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT
 LB1664'HOUSE AT WILLIAMSPORT, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LB1664'NORTHWEST WING WALL OF A 32 FOOT ARCH BRIDGE, 20 FEET NORTH OF
 LB1664'THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT NORTH OF THE CONCRETE
 LB1664'HEAD WALL.  A STANDARD DISK, STAMPED Y 95 1946.
 LB1664
 LB1664                          STATION RECOVERY (2010)
 LB1664
 LB1664'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 2010 (JLK)
 LB1664'RECOVERD AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1706 ***********************************************************************
 LB1706  DESIGNATION -  Y 96
 LB1706  PID         -  LB1706
 LB1706  STATE/COUNTY-  IN/FOUNTAIN
 LB1706  COUNTRY     -  US
 LB1706  USGS QUAD   -  MELLOTT (2019)
 LB1706
 LB1706                         *CURRENT SURVEY CONTROL
 LB1706  ______________________________________________________________________
 LB1706* NAD 83(1986) POSITION- 40 14 11.     (N) 087 11 25.     (W)   SCALED
 LB1706* NAVD 88 ORTHO HEIGHT -   205.287 (meters)      673.51  (feet) ADJUSTED
 LB1706  ______________________________________________________________________
 LB1706  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 LB1706  DYNAMIC HEIGHT  -        205.183 (meters)      673.17  (feet) COMP
 LB1706  MODELED GRAVITY -    980,112.9   (mgal)                       NAVD 88
 LB1706
 LB1706  VERT ORDER      -  SECOND    CLASS 0
 LB1706
 LB1706.The horizontal coordinates were scaled from a map and have
 LB1706.an estimated accuracy of +/- 6 seconds.
 LB1706
 LB1706.The orthometric height was determined by differential leveling and
 LB1706.adjusted by the NATIONAL GEODETIC SURVEY
 LB1706.in June 1991.
 LB1706
 LB1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1706.GEOID18 height accuracy estimate available here.
 LB1706
 LB1706.Click photographs - Photos may exist for this station.
 LB1706
 LB1706.The dynamic height is computed by dividing the NAVD 88
 LB1706.geopotential number by the normal gravity value computed on the
 LB1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1706.degrees latitude (g = 980.6199 gals.).
 LB1706
 LB1706.The modeled gravity was interpolated from observed gravity values.
 LB1706
 LB1706;                    North         East    Units  Estimated Accuracy
 LB1706;SPC IN W     -   553,770.      890,900.      MT  (+/- 180 meters Scaled)
 LB1706
 LB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK838540(NAD 83)
 LB1706
 LB1706                          SUPERSEDED SURVEY CONTROL
 LB1706
 LB1706  NGVD 29 (??/??/92)  205.364  (m)          673.77   (f) ADJ UNCH    2 0
 LB1706
 LB1706.Superseded values are not recommended for survey control.
 LB1706
 LB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1706.See file dsdata.pdf to determine how the superseded data were derived.
 LB1706
 LB1706_MARKER: DB = BENCH MARK DISK
 LB1706_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB1706+WITH SETTING: PAVEMENT
 LB1706_SP_SET: GATE POST
 LB1706_STAMPING: Y 96 1946
 LB1706_MARK LOGO: CGS
 LB1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1706+STABILITY: SURFACE MOTION
 LB1706
 LB1706  HISTORY     - Date     Condition        Report By
 LB1706  HISTORY     - 1946     MONUMENTED       CGS
 LB1706
 LB1706                          STATION DESCRIPTION
 LB1706
 LB1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1706'2.8 MI SE FROM ROB ROY.
 LB1706'ABOUT 2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM ITS
 LB1706'JUNCTION WITH U.S. HIGHWAY 41 AT ROB ROY, ABOUT 3.45 MILES NORTHWEST
 LB1706'ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT NEWTOWN, 0.2
 LB1706'MILE EAST OF A ROAD LEADING SOUTH, SET IN THE SOUTH FACE OF A
 LB1706'CONCRETE GATE POST, 58 FEET NORTH OF AND ACROSS THE ROAD FROM
 LB1706'POWER POLE NO. 142-279, 36 FEET NORTH OF THE CENTER LINE OF THE
 LB1706'HIGHWAY, 2.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LB1706'Y 96 1946 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1534 ***********************************************************************
 LB1534  DESIGNATION -  Y 97
 LB1534  PID         -  LB1534
 LB1534  STATE/COUNTY-  IN/FOUNTAIN
 LB1534  COUNTRY     -  US
 LB1534  USGS QUAD   -  ATTICA (2019)
 LB1534
 LB1534                         *CURRENT SURVEY CONTROL
 LB1534  ______________________________________________________________________
 LB1534* NAD 83(1986) POSITION- 40 15 08.     (N) 087 14 35.     (W)   SCALED
 LB1534* NAVD 88 ORTHO HEIGHT -   197.332 (meters)      647.41  (feet) ADJUSTED
 LB1534  ______________________________________________________________________
 LB1534  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 LB1534  DYNAMIC HEIGHT  -        197.231 (meters)      647.08  (feet) COMP
 LB1534  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LB1534
 LB1534  VERT ORDER      -  SECOND    CLASS 0
 LB1534
 LB1534.The horizontal coordinates were scaled from a map and have
 LB1534.an estimated accuracy of +/- 6 seconds.
 LB1534
 LB1534.The orthometric height was determined by differential leveling and
 LB1534.adjusted by the NATIONAL GEODETIC SURVEY
 LB1534.in June 1991.
 LB1534
 LB1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1534.GEOID18 height accuracy estimate available here.
 LB1534
 LB1534.Click photographs - Photos may exist for this station.
 LB1534
 LB1534.The dynamic height is computed by dividing the NAVD 88
 LB1534.geopotential number by the normal gravity value computed on the
 LB1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1534.degrees latitude (g = 980.6199 gals.).
 LB1534
 LB1534.The modeled gravity was interpolated from observed gravity values.
 LB1534
 LB1534;                    North         East    Units  Estimated Accuracy
 LB1534;SPC IN W     -   555,540.      886,410.      MT  (+/- 180 meters Scaled)
 LB1534
 LB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793557(NAD 83)
 LB1534
 LB1534                          SUPERSEDED SURVEY CONTROL
 LB1534
 LB1534  NGVD 29 (??/??/92)  197.405  (m)          647.65   (f) ADJ UNCH    2 0
 LB1534
 LB1534.Superseded values are not recommended for survey control.
 LB1534
 LB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1534.See file dsdata.pdf to determine how the superseded data were derived.
 LB1534
 LB1534_MARKER: DB = BENCH MARK DISK
 LB1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1534_STAMPING: Y 97 1946
 LB1534_MARK LOGO: CGS
 LB1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1534+STABILITY: SURFACE MOTION
 LB1534
 LB1534  HISTORY     - Date     Condition        Report By
 LB1534  HISTORY     - 1946     MONUMENTED       CGS
 LB1534  HISTORY     - 1958     GOOD             CGS
 LB1534
 LB1534                          STATION DESCRIPTION
 LB1534
 LB1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LB1534'3 MI N FROM ATTICA.
 LB1534'3.05 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE AT
 LB1534'ATTICA, AT THE MAIN ENTRANCE TO THE ATTICA FLYING SERVICE AIR
 LB1534'FIELD, 60 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LB1534'ADMINISTRATION BUILDING (NOW A DRIVE-IN RESTAURANT), 56 FEET
 LB1534'NORTHWEST OF THE SOUTHWEST CORNER OF THE RESTAURANT, 60.5 FEET
 LB1534'SOUTH OF POWER POLE 142-138, AND ABOUT 2 INCHES ABOVE THE
 LB1534'GROUND IN THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1578 ***********************************************************************
 LB1578  DESIGNATION -  Y 99
 LB1578  PID         -  LB1578
 LB1578  STATE/COUNTY-  IN/WARREN
 LB1578  COUNTRY     -  US
 LB1578  USGS QUAD   -  COVINGTON (2019)
 LB1578
 LB1578                         *CURRENT SURVEY CONTROL
 LB1578  ______________________________________________________________________
 LB1578* NAD 83(1986) POSITION- 40 09 49.     (N) 087 26 30.     (W)   SCALED
 LB1578* NAVD 88 ORTHO HEIGHT -   159.069 (meters)      521.88  (feet) ADJUSTED
 LB1578  ______________________________________________________________________
 LB1578  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 LB1578  DYNAMIC HEIGHT  -        158.988 (meters)      521.61  (feet) COMP
 LB1578  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 LB1578
 LB1578  VERT ORDER      -  SECOND    CLASS 0
 LB1578
 LB1578.The horizontal coordinates were scaled from a map and have
 LB1578.an estimated accuracy of +/- 6 seconds.
 LB1578
 LB1578.The orthometric height was determined by differential leveling and
 LB1578.adjusted by the NATIONAL GEODETIC SURVEY
 LB1578.in June 1991.
 LB1578
 LB1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1578.GEOID18 height accuracy estimate available here.
 LB1578
 LB1578.Click photographs - Photos may exist for this station.
 LB1578
 LB1578.The dynamic height is computed by dividing the NAVD 88
 LB1578.geopotential number by the normal gravity value computed on the
 LB1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1578.degrees latitude (g = 980.6199 gals.).
 LB1578
 LB1578.The modeled gravity was interpolated from observed gravity values.
 LB1578
 LB1578;                    North         East    Units  Estimated Accuracy
 LB1578;SPC IN W     -   545,750.      869,480.      MT  (+/- 180 meters Scaled)
 LB1578
 LB1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK623460(NAD 83)
 LB1578
 LB1578                          SUPERSEDED SURVEY CONTROL
 LB1578
 LB1578  NGVD 29 (??/??/92)  159.127  (m)          522.07   (f) ADJ UNCH    2 0
 LB1578
 LB1578.Superseded values are not recommended for survey control.
 LB1578
 LB1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1578.See file dsdata.pdf to determine how the superseded data were derived.
 LB1578
 LB1578_MARKER: DB = BENCH MARK DISK
 LB1578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB1578_SP_SET: CULVERT HEADWALL
 LB1578_STAMPING: Y 99 1946
 LB1578_MARK LOGO: CGS
 LB1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1578+STABILITY: SURFACE MOTION
 LB1578
 LB1578  HISTORY     - Date     Condition        Report By
 LB1578  HISTORY     - 1946     MONUMENTED       CGS
 LB1578
 LB1578                          STATION DESCRIPTION
 LB1578
 LB1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1578'4.3 MI NW FROM COVINGTON.
 LB1578'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 34 FROM THE COURT
 LB1578'HOUSE AT COVINGTON, THENCE ABOUT 1.55 MILES NORTH ALONG STATE
 LB1578'HIGHWAY 63, 0.15 MILE SOUTH OF A CROSS ROAD, IN THE APPROXIMATE
 LB1578'CENTER OF THE SOUTH SLOPE OF A HILL, SET IN THE NORTH END OF
 LB1578'THE EAST CONCRETE HEAD WALL OF A 4 FOOT CORRUGATED PIPE CULVERT,
 LB1578'38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FOOT SOUTH
 LB1578'OF THE NORTH END OF THE HEAD WALL, AND ABOUT 3 FEET BELOW THE
 LB1578'HIGHWAY.  A STANDARD DISK, STAMPED Y 99 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1547 ***********************************************************************
 HA1547  DESIGNATION -  YANKEE
 HA1547  PID         -  HA1547
 HA1547  STATE/COUNTY-  IN/WARRICK
 HA1547  COUNTRY     -  US
 HA1547  USGS QUAD   -  YANKEETOWN (2019)
 HA1547
 HA1547                         *CURRENT SURVEY CONTROL
 HA1547  ______________________________________________________________________
 HA1547* NAD 83(1997) POSITION- 37 56 11.58859(N) 087 17 36.63291(W)   ADJUSTED
 HA1547* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 HA1547  ______________________________________________________________________
 HA1547  GEOID HEIGHT    -        -31.113 (meters)                     GEOID18
 HA1547  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 HA1547  HORZ ORDER      -  SECOND
 HA1547
 HA1547.The horizontal coordinates were established by classical geodetic methods
 HA1547.and adjusted by the National Geodetic Survey in May 1999.
 HA1547
 HA1547.The orthometric height was scaled from a topographic map.
 HA1547
 HA1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1547.GEOID18 height accuracy estimate available here.
 HA1547
 HA1547.Click photographs - Photos may exist for this station.
 HA1547
 HA1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1547
 HA1547. The following values were computed from the NAD 83(1997) position.
 HA1547
 HA1547;                    North         East     Units Scale Factor Converg.
 HA1547;SPC IN W     -   298,472.671   881,524.454   MT  0.99997087   -0 07 45.2
 HA1547;SPC IN W     -   979,239.09  2,892,134.81   sFT  0.99997087   -0 07 45.2
 HA1547;SPC KY1Z     - 1,179,051.135 1,364,332.084   MT  0.99990549   -0 56 51.6
 HA1547;SPC KY1Z     - 3,868,270.27  4,476,146.18   sFT  0.99990549   -0 56 51.6
 HA1547;SPC KY S     -   679,031.061   364,319.030   MT  1.00000059   -0 56 09.9
 HA1547;SPC KY S     - 2,227,787.74  1,195,270.02   sFT  1.00000059   -0 56 09.9
 HA1547;UTM  16      - 4,198,816.027   474,208.468   MT  0.99960819   -0 10 49.6
 HA1547
 HA1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1547!SPC IN W     -   0.99997885  x   0.99997087  =   0.99994972
 HA1547!SPC KY1Z     -   0.99997885  x   0.99990549  =   0.99988434
 HA1547!SPC KY S     -   0.99997885  x   1.00000059  =   0.99997944
 HA1547!UTM  16      -   0.99997885  x   0.99960819  =   0.99958705
 HA1547
 HA1547:                Primary Azimuth Mark                     Grid Az
 HA1547:SPC IN W     -  YANKEE AZ MK                             022 52 09.3
 HA1547:SPC KY1Z     -  YANKEE AZ MK                             023 41 15.7
 HA1547:SPC KY S     -  YANKEE AZ MK                             023 40 34.0
 HA1547:UTM  16      -  YANKEE AZ MK                             022 55 13.7
 HA1547
 HA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7420898816(NAD 83)
 HA1547
 HA1547|---------------------------------------------------------------------|
 HA1547| PID    Reference Object                     Distance      Geod. Az  |
 HA1547|                                                           dddmmss.s |
 HA1547| CG9468 YANKEE AZ MK                                       0224424.1 |
 HA1547| HA1548 YANKEE 2                             56.968 METERS 09517     |
 HA1547| CG9469 YANKEE RM 1                          26.990 METERS 19119     |
 HA1547| CG9470 YANKEE RM 2                          26.549 METERS 29832     |
 HA1547|---------------------------------------------------------------------|
 HA1547
 HA1547                          SUPERSEDED SURVEY CONTROL
 HA1547
 HA1547  NAD 83(1993)-  37 56 11.59140(N)    087 17 36.63345(W) AD(       ) 2
 HA1547  NAD 83(1986)-  37 56 11.59781(N)    087 17 36.63536(W) AD(       ) 2
 HA1547  NAD 27      -  37 56 11.43500(N)    087 17 36.62000(W) AD(       ) 2
 HA1547
 HA1547.Superseded values are not recommended for survey control.
 HA1547
 HA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1547.See file dsdata.pdf to determine how the superseded data were derived.
 HA1547
 HA1547_MARKER: DS = TRIANGULATION STATION DISK
 HA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1547_STAMPING: YANKEE 1945
 HA1547_MARK LOGO: CGS
 HA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1547+STABILITY: SURFACE MOTION
 HA1547
 HA1547  HISTORY     - Date     Condition        Report By
 HA1547  HISTORY     - 1945     MONUMENTED       CGS
 HA1547  HISTORY     - 1950     SEE DESCRIPTION  CGS
 HA1547
 HA1547                          STATION DESCRIPTION
 HA1547
 HA1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1547'THIS STATION IS LOCATED ABOUT 7.5 MILES S OF BOONVILLE, 1.5 MILES N
 HA1547'OF YANKEETOWN, AND ON LAND OWNED BY VERNER BARNETT IT IS LOCATED ON
 HA1547'THE SUMMIT OF AN E-W RIDGE IN PASTURE LAND, 41 FEET E OF THE
 HA1547'APPROXIMATE CENTER LINE OF STATE HIGHWAY 61, 13 FEET E OF A N-S
 HA1547'FENCE LINE, AND 12.2 FEET E OF A WITNESS POST.
 HA1547'
 HA1547'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---YANKEE
 HA1547'1945---AND PROJECTS 10 INCHES.  UNDERGROUND MARK IS A BRONZE STATION
 HA1547'DISK IN CONCRETE.
 HA1547'
 HA1547'REFERENCE MARK 1 IS 88.55 FEET S OF THE STATION, 29 FEET E OF THE
 HA1547'APPROXIMATE CENTER LINE OF STATE HIGHWAY 61, AND 1 FOOT E OF A
 HA1547'N-S FENCE LINE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 HA1547'---YANKEE NO 1 1945---AND PROJECTS 3 INCHES.
 HA1547'
 HA1547'REFERENCE MARK 2 IS 87.10 FEET WNW OF THE STATION, 39 FEET W OF THE
 HA1547'APPROXIMATE CENTER LINE OF STATE HIGHWAY 61, AND ON THE E EDGE OF A
 HA1547'CULTIVATED FIELD.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 HA1547'---YANKEE NO 2 1945---AND PROJECTS 3 INCHES.
 HA1547'
 HA1547'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE N OF THE STATION AND ON
 HA1547'LAND OWNED BY H.H. HENRY.  IT IS ABOUT 100 FEET S OF THE S SIDE OF
 HA1547'THE HENRY FARMHOUSE, 2 FEET SW OF THE SW CORNER OF A FARM BUILDING,
 HA1547'2.8 FEET S OF A WITNESS POST, AND 1.4 FEET W OF A N-S FENCE LINE.
 HA1547'IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED---YANKEE 1945---AND
 HA1547'PROJECTS 5 INCHES.
 HA1547'
 HA1547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 66 IN
 HA1547'YANKEETOWN, GO N ON HIGHWAY 61 FOR 1.3 MILES TO THE STATION ON THE
 HA1547'RIGHT AS DESCRIBED.
 HA1547'
 HA1547'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAY 61 FOR
 HA1547'0.6 MILE TO A FARMHOUSE ON THE RIGHT (H.H. HENRY FARMHOUSE) AND
 HA1547'THE MARK AS DESCRIBED.
 HA1547'
 HA1547'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1547
 HA1547                          STATION RECOVERY (1950)
 HA1547
 HA1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1547'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 HA1547'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2
 HA1547'AND THE AZIMUTH MARK CHECKED.  AT THE OWNERS REQUEST, THIS STATION
 HA1547'WAS DESTROYED AFTER A NEW STATION YANKEE 2 WAS ESTABLISHED.
 HA1547'
 HA1547'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1548 ***********************************************************************
 HA1548  DESIGNATION -  YANKEE 2
 HA1548  PID         -  HA1548
 HA1548  STATE/COUNTY-  IN/WARRICK
 HA1548  COUNTRY     -  US
 HA1548  USGS QUAD   -  YANKEETOWN (2019)
 HA1548
 HA1548                         *CURRENT SURVEY CONTROL
 HA1548  ______________________________________________________________________
 HA1548* NAD 83(1997) POSITION- 37 56 11.41820(N) 087 17 34.30989(W)   ADJUSTED
 HA1548* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 HA1548  ______________________________________________________________________
 HA1548  GEOID HEIGHT    -        -31.113 (meters)                     GEOID18
 HA1548  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 HA1548  HORZ ORDER      -  SECOND
 HA1548
 HA1548.The horizontal coordinates were established by classical geodetic methods
 HA1548.and adjusted by the National Geodetic Survey in May 1999.
 HA1548
 HA1548.The orthometric height was scaled from a topographic map.
 HA1548
 HA1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1548.GEOID18 height accuracy estimate available here.
 HA1548
 HA1548.Click photographs - Photos may exist for this station.
 HA1548
 HA1548.The Laplace correction was computed from DEFLEC18 derived deflections.
 HA1548
 HA1548. The following values were computed from the NAD 83(1997) position.
 HA1548
 HA1548;                    North         East     Units Scale Factor Converg.
 HA1548;SPC IN W     -   298,467.290   881,581.166   MT  0.99997084   -0 07 43.7
 HA1548;SPC IN W     -   979,221.43  2,892,320.88   sFT  0.99997084   -0 07 43.7
 HA1548;UTM  16      - 4,198,810.597   474,265.154   MT  0.99960816   -0 10 48.2
 HA1548
 HA1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1548!SPC IN W     -   0.99997885  x   0.99997084  =   0.99994969
 HA1548!UTM  16      -   0.99997885  x   0.99960816  =   0.99958702
 HA1548
 HA1548:                Primary Azimuth Mark                     Grid Az
 HA1548:SPC IN W     -  YANKEE AZ MK                             018 29 17.2
 HA1548:UTM  16      -  YANKEE AZ MK                             018 32 21.7
 HA1548
 HA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7426598810(NAD 83)
 HA1548
 HA1548|---------------------------------------------------------------------|
 HA1548| PID    Reference Object                     Distance      Geod. Az  |
 HA1548|                                                           dddmmss.s |
 HA1548| CG9468 YANKEE AZ MK                                       0182133.5 |
 HA1548| CG9471 YANKEE 2 RM 3                        23.509 METERS 06759     |
 HA1548| CG9472 YANKEE 2 RM 4                        24.438 METERS 15330     |
 HA1548| HA1547 YANKEE                               56.968 METERS 27517     |
 HA1548|---------------------------------------------------------------------|
 HA1548
 HA1548                          SUPERSEDED SURVEY CONTROL
 HA1548
 HA1548  NAD 83(1993)-  37 56 11.42101(N)    087 17 34.31044(W) AD(       ) 2
 HA1548  NAD 83(1986)-  37 56 11.42743(N)    087 17 34.31235(W) AD(       ) 2
 HA1548  NAD 27      -  37 56 11.26500(N)    087 17 34.29700(W) AD(       ) 2
 HA1548
 HA1548.Superseded values are not recommended for survey control.
 HA1548
 HA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1548.See file dsdata.pdf to determine how the superseded data were derived.
 HA1548
 HA1548_MARKER: DS = TRIANGULATION STATION DISK
 HA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1548_STAMPING: YANKEE 2 1950
 HA1548_MARK LOGO: CGS
 HA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1548+STABILITY: SURFACE MOTION
 HA1548
 HA1548  HISTORY     - Date     Condition        Report By
 HA1548  HISTORY     - 1950     MONUMENTED       CGS
 HA1548  HISTORY     - 1965     GOOD             AIRSUR
 HA1548  HISTORY     - 1989     GOOD             USPSQD
 HA1548
 HA1548                          STATION DESCRIPTION
 HA1548
 HA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 HA1548'STATION IS LOCATED 1.3 MILES N OF YANKEETOWN, ON THE E SIDE OF STATE
 HA1548'HIGHWAY 61, AND ON PROPERTY OWNED BY V. BARNETT.  IT IS ABOUT 300
 HA1548'FEET SE OF THE BARN, 227 FEET E OF THE HIGHWAY, 5 FEET NE OF A WHITE
 HA1548'WITNESS POST.
 HA1548'
 HA1548'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND PROJECTS
 HA1548'ABOUT 6 INCHES. THE DISK IS STAMPED---YANKEE 2 1950---.  (NOTE- THIS
 HA1548'STATION IS 186.90 FEET E OF THE OLD STATION AND IS ABOUT 10 FEET
 HA1548'LOWER IN ELEVATION.  IT WILL TAKE ABOUT A 90-FOOT STEEL TOWER TO
 HA1548'SEE ALL STATIONS.)  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 HA1548'CONCRETE.
 HA1548'
 HA1548'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTS
 HA1548'ABOUT 4 INCHES, AND THE DISK IS STAMPED---YANKEE NO 3 1950---.  IT IS
 HA1548'ON THE N SLOPE OF THE HILL.
 HA1548'
 HA1548'REFERENCE MARK 4 IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTS
 HA1548'ABOUT 4 INCHES, AND IS STAMPED---YANKEE NO 4 1950---.  IT IS ON THE S
 HA1548'SLOPE OF THE HILL.
 HA1548'
 HA1548'AZIMUTH MARK TO STATION YANKEE 1945 WAS USED AS THE AZIMUTH MARK TO
 HA1548'THIS STATION AND IS ON PROPERTY OWNED BY H.H. HENRY.  IT IS ABOUT 100
 HA1548'FEET S OF THE HOUSE, AT THE SW CORNER OF A LARGE CHICKEN HOUSE.  THE
 HA1548'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED---YANKEE
 HA1548'1945---.
 HA1548'
 HA1548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 66 IN
 HA1548'YANKEETOWN, GO N ON HIGHWAY 61 FOR 1.3 MILES TO THE STATION ON THE
 HA1548'RIGHT AS DESCRIBED.  CONTINUE N ON THE HIGHWAY FOR 0.5 MILE TO MR.
 HA1548'HENRYS HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 HA1548'
 HA1548'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HA1548
 HA1548                          STATION RECOVERY (1965)
 HA1548
 HA1548'RECOVERY NOTE BY AIR SURVEY CORPORATION 1965
 HA1548'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HA1548
 HA1548                          STATION RECOVERY (1989)
 HA1548
 HA1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2403 ***********************************************************************
 LB2403  DESIGNATION -  YARDE
 LB2403  PID         -  LB2403
 LB2403  STATE/COUNTY-  IN/CASS
 LB2403  COUNTRY     -  US
 LB2403  USGS QUAD   -  ANOKA (2019)
 LB2403
 LB2403                         *CURRENT SURVEY CONTROL
 LB2403  ______________________________________________________________________
 LB2403* NAD 83(1997) POSITION- 40 44 14.92177(N) 086 20 29.26813(W)   ADJUSTED
 LB2403* NAVD 88 ORTHO HEIGHT -   184.48  (+/-2cm)      605.2   (feet) VERTCON3
 LB2403  ______________________________________________________________________
 LB2403  GEOID HEIGHT    -        -34.207 (meters)                     GEOID18
 LB2403  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 LB2403  HORZ ORDER      -  SECOND
 LB2403  VERT ORDER      -  THIRD ? (See Below)
 LB2403
 LB2403.The horizontal coordinates were established by classical geodetic methods
 LB2403.and adjusted by the National Geodetic Survey in May 1999.
 LB2403
 LB2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2403
 LB2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2403.GEOID18 height accuracy estimate available here.
 LB2403
 LB2403.The vertical order pertains to the NGVD 29 superseded value.
 LB2403
 LB2403.Click photographs - Photos may exist for this station.
 LB2403
 LB2403.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2403
 LB2403. The following values were computed from the NAD 83(1997) position.
 LB2403
 LB2403;                    North         East     Units Scale Factor Converg.
 LB2403;SPC IN E     -   609,624.812    43,002.892   MT  1.00000664   -0 26 25.4
 LB2403;SPC IN E     - 2,000,077.40    141,085.32   sFT  1.00000664   -0 26 25.4
 LB2403;SPC IN W     -   609,670.522   962,662.537   MT  1.00001498   +0 29 03.0
 LB2403;SPC IN W     - 2,000,227.37  3,158,335.34   sFT  1.00001498   +0 29 03.0
 LB2403;UTM  16      - 4,509,823.861   555,603.286   MT  0.99963805   +0 25 47.2
 LB2403
 LB2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2403!SPC IN E     -   0.99997643  x   1.00000664  =   0.99998307
 LB2403!SPC IN W     -   0.99997643  x   1.00001498  =   0.99999141
 LB2403!UTM  16      -   0.99997643  x   0.99963805  =   0.99961449
 LB2403
 LB2403:                Primary Azimuth Mark                     Grid Az
 LB2403:SPC IN E     -  FRATE                                    112 58 27.4
 LB2403:SPC IN W     -  FRATE                                    112 02 59.0
 LB2403:UTM  16      -  FRATE                                    112 06 14.8
 LB2403
 LB2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5560309823(NAD 83)
 LB2403
 LB2403|---------------------------------------------------------------------|
 LB2403| PID    Reference Object                     Distance      Geod. Az  |
 LB2403|                                                           dddmmss.s |
 LB2403| LB2400 FRATE                               APPROX. 0.5 KM 1123202.0 |
 LB2403|---------------------------------------------------------------------|
 LB2403
 LB2403                          SUPERSEDED SURVEY CONTROL
 LB2403
 LB2403  NAD 83(1986)-  40 44 14.93608(N)    086 20 29.29518(W) AD(       ) 2
 LB2403  NAD 27      -  40 44 14.77100(N)    086 20 29.29050(W) AD(       ) 2
 LB2403  USSD        -  40 44 14.79700(N)    086 20 29.12900(W) AD(       ) 3
 LB2403  NGVD 29             184.60   (m)          605.6    (f) LEVELING    3  
 LB2403
 LB2403.Superseded values are not recommended for survey control.
 LB2403
 LB2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2403.See file dsdata.pdf to determine how the superseded data were derived.
 LB2403
 LB2403_MARKER: DS = TRIANGULATION STATION DISK
 LB2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2403_STAMPING: YARDE 1920
 LB2403_MARK LOGO: CGS
 LB2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2403+STABILITY: SURFACE MOTION
 LB2403
 LB2403  HISTORY     - Date     Condition        Report By
 LB2403  HISTORY     - 1920     MONUMENTED       CGS
 LB2403
 LB2403                          STATION DESCRIPTION
 LB2403
 LB2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2403'ABOUT 550 YARDS E OF THE EIGHTEENTH STREET CROSSING, ON THE W SIDE
 LB2403'OF THE TRACK, IN THE LOGANSPORT S YARDS, 330 YARDS W OF THE TOOL
 LB2403'HOUSE, 2.415 METERS (7.92 FEET) W OF THE W AND NEAREST RAIL OF THE
 LB2403'MAIN OUTGOING TRACK.  THE STATION AND UNDERGROUND MARKS ARE
 LB2403'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.  THERE IS NO
 LB2403'REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2857 ***********************************************************************
 JZ2857  DESIGNATION -  YEAGER
 JZ2857  PID         -  JZ2857
 JZ2857  STATE/COUNTY-  IN/SHELBY
 JZ2857  COUNTRY     -  US
 JZ2857  USGS QUAD   -  ACTON (2019)
 JZ2857
 JZ2857                         *CURRENT SURVEY CONTROL
 JZ2857  ______________________________________________________________________
 JZ2857* NAD 83(1997) POSITION- 39 37 56.79949(N) 085 54 20.11008(W)   ADJUSTED
 JZ2857* NAVD 88 ORTHO HEIGHT -   245.294 (meters)      804.77  (feet) ADJUSTED
 JZ2857  ______________________________________________________________________
 JZ2857  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 JZ2857  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 JZ2857  DYNAMIC HEIGHT  -        245.155 (meters)      804.31  (feet) COMP
 JZ2857  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 JZ2857
 JZ2857  HORZ ORDER      -  FIRST
 JZ2857  VERT ORDER      -  FIRST     CLASS II
 JZ2857
 JZ2857.The horizontal coordinates were established by classical geodetic methods
 JZ2857.and adjusted by the National Geodetic Survey in May 1999.
 JZ2857
 JZ2857.The orthometric height was determined by differential leveling and
 JZ2857.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2857.in June 1991.
 JZ2857
 JZ2857.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2857.GEOID18 height accuracy estimate available here.
 JZ2857
 JZ2857.Click photographs - Photos may exist for this station.
 JZ2857
 JZ2857.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ2857
 JZ2857.The dynamic height is computed by dividing the NAVD 88
 JZ2857.geopotential number by the normal gravity value computed on the
 JZ2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2857.degrees latitude (g = 980.6199 gals.).
 JZ2857
 JZ2857.The modeled gravity was interpolated from observed gravity values.
 JZ2857
 JZ2857. The following values were computed from the NAD 83(1997) position.
 JZ2857
 JZ2857;                    North         East     Units Scale Factor Converg.
 JZ2857;SPC IN E     -   486,736.160    79,489.450   MT  0.99997184   -0 09 08.6
 JZ2857;SPC IN E     - 1,596,900.22    260,791.64   sFT  0.99997184   -0 09 08.6
 JZ2857;UTM  16      - 4,387,535.613   593,918.863   MT  0.99970860   +0 41 53.3
 JZ2857
 JZ2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2857!SPC IN E     -   0.99996681  x   0.99997184  =   0.99993865
 JZ2857!UTM  16      -   0.99996681  x   0.99970860  =   0.99967542
 JZ2857
 JZ2857:                Primary Azimuth Mark                     Grid Az
 JZ2857:SPC IN E     -  YEAGER AZ MK                             352 13 50.7
 JZ2857:UTM  16      -  YEAGER AZ MK                             351 22 48.8
 JZ2857
 JZ2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9391887535(NAD 83)
 JZ2857
 JZ2857|---------------------------------------------------------------------|
 JZ2857| PID    Reference Object                     Distance      Geod. Az  |
 JZ2857|                                                           dddmmss.s |
 JZ2857| JZ3391 NEW PALESTINE ZION EVAN CH          APPROX. 9.9 KM 0081553.9 |
 JZ2857| CC9670 YEAGER RM 1                          28.764 METERS 01055     |
 JZ2857| JZ3388 SHELBYVILLE IND PUB SERV STK        APPROX.16.1 KM 1344636.5 |
 JZ2857| CC9671 YEAGER RM 2                          32.781 METERS 27615     |
 JZ2857| JZ3389 JULIETTA MARION CO HOSPITAL TK      APPROX.12.6 KM 3403848.7 |
 JZ2857| CC9669 YEAGER AZ MK                                       3520442.1 |
 JZ2857|---------------------------------------------------------------------|
 JZ2857
 JZ2857                          SUPERSEDED SURVEY CONTROL
 JZ2857
 JZ2857  NAD 83(1986)-  39 37 56.80028(N)    085 54 20.13042(W) AD(       ) 1
 JZ2857  NAD 27      -  39 37 56.63600(N)    085 54 20.19700(W) AD(       ) 1
 JZ2857
 JZ2857.Superseded values are not recommended for survey control.
 JZ2857
 JZ2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2857.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2857
 JZ2857_MARKER: DS = TRIANGULATION STATION DISK
 JZ2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2857_STAMPING: YEAGER 1939
 JZ2857_MARK LOGO: CGS
 JZ2857_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ2857_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2857+STABILITY: SURFACE MOTION
 JZ2857
 JZ2857  HISTORY     - Date     Condition        Report By
 JZ2857  HISTORY     - 1939     MONUMENTED       CGS
 JZ2857  HISTORY     - 1986     GOOD             NGS
 JZ2857  HISTORY     - 19951231 GOOD             IN-059
 JZ2857
 JZ2857                          STATION DESCRIPTION
 JZ2857
 JZ2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ2857'THE STATION IS ABOUT 2.8 MILES BY ROAD NE OF LONDON, 7.7 MILES SE OF
 JZ2857'NEW BETHEL ON PROPERTY OWNED AND OCCUPIED BY MR.  O.B. YEAGER, IN
 JZ2857'THE NE CORNER OF FRONT YARD AT HIS RESIDENCE, 35 FEET W OF CENTER
 JZ2857'LINE OF GRAVEL ROAD, 19 FEET NW OF A 22-INCH WALNUT TREE, 30 FEET
 JZ2857'N OF CENTER LINE OF DRIVEWAY AND 11.5 FEET S OF WIRE FENCE. THE MARK
 JZ2857'IS SET FLUSH WITH THE GROUND AND STAMPED YEAGER 1939.
 JZ2857'
 JZ2857'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ2857'DISKS SET IN CONCRETE.
 JZ2857'
 JZ2857'REFERENCE MARK NO. 1 IS N BY E OF THE STATION, 1 FOOT W OF WIRE
 JZ2857'FENCE, 14 FEET W OF CENTER LINE OF ROAD, 8 FEET S OF AN 8 INCH
 JZ2857'ELM TREE, 3.5 FEET S OF A STANDARD REFERENCE POST. MARK PROJECTS 5
 JZ2857'INCHES AND IS STAMPED YEAGER NO. 1, 1939.
 JZ2857'
 JZ2857'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF POST IN PASTURE
 JZ2857'FENCE, 67 FEET N BY E OF THE NE CORNER OF THE HOUSE. MARK
 JZ2857'PROJECTS 4 INCHES AND IS STAMPED YEAGER NO. 2, 1939.
 JZ2857'
 JZ2857'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE N OF THE STATION,17 FEET
 JZ2857'SW OF THE SW EDGE OF THE CONCRETE PAVEMENT ON INDIANA STATE
 JZ2857'HIGHWAY 29, ABOUT 110 FEET SE OF A MAIL BOX WM.R. PARRISH 2 FEET S OF
 JZ2857'FENCE, 3 FEET FROM THE IRON END POST AND 3 FEET NW OF A STANDARD
 JZ2857'REFERENCE POST. THE MARK PROJECTS 6 INCHES AND IS A STANDARD
 JZ2857'REFERENCE DISK STAMPED YEAGER AZI. 1939.
 JZ2857'
 JZ2857'TO REACH FROM THE STATION GO N ON GRAVEL ROAD 0.6 MILE TO STATE
 JZ2857'HIGHWAY 29, TURN LEFT AND GO 0.1 MILE TO AZIMUTH ON LEFT.
 JZ2857'
 JZ2857'TO REACH THE STATION FROM THE INTERSECTION OF CROSSROADS IN NEW
 JZ2857'BETHEL GO SE ON STATE HIGHWAY 29 FOR 7.1 MILES TO T-ROAD S,
 JZ2857'TURN RIGHT AND GO 0.6 MILE TO MARK ON RIGHT.
 JZ2857'
 JZ2857'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JZ2857
 JZ2857                          STATION RECOVERY (1986)
 JZ2857
 JZ2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2857'17.0 KM (10.55 MI) SE FROM INDIANAPOLIS.
 JZ2857'16.2 KM (10.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2857'JUNCTION WITH INTERSTATE HIGHWAY 465 IN SOUTHEAST INDIANAPOLIS, THENCE
 JZ2857'0.8 KM (0.5 MI) SOUTH ALONG COUNTY ROAD 650 WEST, IN THE EAST EDGE OF
 JZ2857'A LAWN, 10.7 M (35.1 FT) WEST OF THE CENTER OF THE ROAD, 9.2 M (30.2
 JZ2857'FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST, AND 5.8 M (19.0
 JZ2857'FT) NORTHWEST OF A 2 FT WALNUT TREE.
 JZ2857'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JZ2857
 JZ2857                          STATION RECOVERY (1995)
 JZ2857
 JZ2857'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1995 (DS)
 JZ2857'RECOVERED STATION ONLY.  REFERENCE MARKS AND AZIMUTH MARK APPEAR
 JZ2857'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3600 ***********************************************************************
 JZ3600  DESIGNATION -  YEAGER ECCENTRIC
 JZ3600  PID         -  JZ3600
 JZ3600  STATE/COUNTY-  IN/SHELBY
 JZ3600  COUNTRY     -  US
 JZ3600  USGS QUAD   -  ACTON (2019)
 JZ3600
 JZ3600                         *CURRENT SURVEY CONTROL
 JZ3600  ______________________________________________________________________
 JZ3600* NAD 83(2011) POSITION- 39 38 00.35000(N) 085 54 19.83207(W)   ADJUSTED
 JZ3600* NAD 83(2011) ELLIP HT-   211.152 (meters)        (06/27/12)   ADJUSTED
 JZ3600* NAD 83(2011) EPOCH   -  2010.00
 JZ3600* NAVD 88 ORTHO HEIGHT -   244.8   (meters)      803.    (feet) VERTCON3
 JZ3600  ______________________________________________________________________
 JZ3600  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 JZ3600  NAD 83(2011) X  -    351,219.338 (meters)                     COMP
 JZ3600  NAD 83(2011) Y  - -4,906,377.329 (meters)                     COMP
 JZ3600  NAD 83(2011) Z  -  4,046,858.306 (meters)                     COMP
 JZ3600  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 JZ3600
 JZ3600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JZ3600  Standards:
 JZ3600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JZ3600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JZ3600  -------------------------------------------------------------------
 JZ3600  NETWORK    2.72   7.29           0.94   1.24   3.72      0.10569549
 JZ3600  -------------------------------------------------------------------
 JZ3600  Click here for local accuracies and other accuracy information.
 JZ3600
 JZ3600.The horizontal coordinates were established by GPS observations
 JZ3600.and adjusted by the National Geodetic Survey in June 2012.
 JZ3600
 JZ3600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JZ3600.been affixed to the stable North American tectonic plate. See 
 JZ3600.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JZ3600
 JZ3600.The horizontal coordinates are valid at the epoch date displayed above
 JZ3600.which is a decimal equivalence of Year/Month/Day.
 JZ3600
 JZ3600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3600
 JZ3600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3600.GEOID18 height accuracy estimate available here.
 JZ3600
 JZ3600.Click photographs - Photos may exist for this station.
 JZ3600
 JZ3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3600
 JZ3600.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3600
 JZ3600.The ellipsoidal height was determined by GPS observations
 JZ3600.and is referenced to NAD 83.
 JZ3600
 JZ3600. The following values were computed from the NAD 83(2011) position.
 JZ3600
 JZ3600;                    North         East     Units Scale Factor Converg.
 JZ3600;SPC IN E     -   486,845.640    79,496.371   MT  0.99997184   -0 09 08.5
 JZ3600;SPC IN E     - 1,597,259.40    260,814.34   sFT  0.99997184   -0 09 08.5
 JZ3600;UTM  16      - 4,387,645.155   593,924.156   MT  0.99970861   +0 41 53.5
 JZ3600
 JZ3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3600!SPC IN E     -   0.99996687  x   0.99997184  =   0.99993872
 JZ3600!UTM  16      -   0.99996687  x   0.99970861  =   0.99967549
 JZ3600
 JZ3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9392487645(NAD 83)
 JZ3600
 JZ3600                          SUPERSEDED SURVEY CONTROL
 JZ3600
 JZ3600  NAD 83(2007)-  39 38 00.35006(N)    085 54 19.83301(W) AD(2002.00) 0
 JZ3600  ELLIP H (02/10/07)  211.174  (m)                       GP(2002.00)    
 JZ3600  NAD 83(1997)-  39 38 00.35042(N)    085 54 19.83261(W) AD(       ) 1
 JZ3600  ELLIP H (05/25/99)  211.182  (m)                       GP(       ) 4 1
 JZ3600  NAD 83(1986)-  39 38 00.34602(N)    085 54 19.84695(W) AD(       ) 1
 JZ3600  NGVD 29 (10/01/93)  245.0    (m)  GEOID93  model used  GPS OBS        
 JZ3600
 JZ3600.Superseded values are not recommended for survey control.
 JZ3600
 JZ3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3600.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3600
 JZ3600_MARKER: DD = SURVEY DISK
 JZ3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3600_STAMPING: IMAGIS YEAGER ECC.
 JZ3600_MARK LOGO: IMAGIS
 JZ3600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3600+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JZ3600
 JZ3600  HISTORY     - Date     Condition        Report By
 JZ3600  HISTORY     - 1986     MONUMENTED       GSIGPS
 JZ3600
 JZ3600                          STATION DESCRIPTION
 JZ3600
 JZ3600'DESCRIBED BY GEOPHYSICAL SERVICE INCORPORATED 1986
 JZ3600'THE STATION IS LOCATED ABOUT 4.48 KM (2.80 MI) NORTHEAST OF THE TOWN
 JZ3600'OF LONDON.
 JZ3600'12.3 KM (7.65 MI) SOUTHEAST OF NEW BETHEL.
 JZ3600'108.3 METERS (355.3 FT) NORTHWEST OF NGS TRIANGULATION STATION YEAGER,
 JZ3600'IN A COUNTY ROAD RIGHT-OF-WAY.
 JZ3600'TO REACH THE STATION FROM THE INTERSECTION OF CROSSROADS IN NEW
 JZ3600'BETHEL, GO SOUTHEAST FOR 11.36 KM (7.05 MI) ON STATE HIGHWAY NO. 29
 JZ3600'TO A T INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 1.008 KM (0.60 MI)
 JZ3600'ON PAVED ROAD TO MARK ON RIGHT IN SHOULDER OF ROAD.
 JZ3600'THE STATION IS A STANDARD IMAGIS DISK STAMPED YEAGER ECC SET INTO THE
 JZ3600'TOP OF A ROUND CONCRETE MONUMENT 6.4 CM IN DIAMETER FLUSH WITH THE
 JZ3600'GROUND.  LOCATED 108.3 METERS (355.3 FT) NORTHWEST OF NGS
 JZ3600'TRIANGULATION STATION YEAGER.  0.46 METERS (1.51 FT) WEST OF WEST
 JZ3600'EDGE OF COUNTY ROAD PAVEMENT. 20.42 METERS (66.99 FT) SOUTH OF FENCE
 JZ3600'CORNER DUE WEST OF GATE TO A BARN LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2270 ***********************************************************************
 ME2270  DESIGNATION -  YELL
 ME2270  PID         -  ME2270
 ME2270  STATE/COUNTY-  IN/MARSHALL
 ME2270  COUNTRY     -  US
 ME2270  USGS QUAD   -  NAPPANEE WEST (2019)
 ME2270
 ME2270                         *CURRENT SURVEY CONTROL
 ME2270  ______________________________________________________________________
 ME2270* NAD 83(1997) POSITION- 41 27 12.89896(N) 086 05 52.96838(W)   ADJUSTED
 ME2270* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 ME2270  ______________________________________________________________________
 ME2270  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 ME2270  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 ME2270  HORZ ORDER      -  THIRD
 ME2270
 ME2270.The horizontal coordinates were established by classical geodetic methods
 ME2270.and adjusted by the National Geodetic Survey in May 1999.
 ME2270
 ME2270.The orthometric height was scaled from a topographic map.
 ME2270
 ME2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2270.GEOID18 height accuracy estimate available here.
 ME2270
 ME2270.Click photographs - Photos may exist for this station.
 ME2270
 ME2270.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2270
 ME2270. The following values were computed from the NAD 83(1997) position.
 ME2270
 ME2270;                    North         East     Units Scale Factor Converg.
 ME2270;SPC IN E     -   689,020.502    63,956.866   MT  0.99998265   -0 17 08.1
 ME2270;SPC IN E     - 2,260,561.43    209,831.82   sFT  0.99998265   -0 17 08.1
 ME2270;UTM  16      - 4,589,503.632   575,333.634   MT  0.99966984   +0 35 49.7
 ME2270
 ME2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2270!SPC IN E     -   0.99996548  x   0.99998265  =   0.99994813
 ME2270!UTM  16      -   0.99996548  x   0.99966984  =   0.99963534
 ME2270
 ME2270:                Primary Azimuth Mark                     Grid Az
 ME2270:SPC IN E     -  BREMEN                                   258 55 30.2
 ME2270:UTM  16      -  BREMEN                                   258 02 32.4
 ME2270
 ME2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7533389503(NAD 83)
 ME2270
 ME2270|---------------------------------------------------------------------|
 ME2270| PID    Reference Object                     Distance      Geod. Az  |
 ME2270|                                                           dddmmss.s |
 ME2270| CM4044 YELL RM 1                            26.271 METERS 10215     |
 ME2270| ME2280 BREMEN ST PAULS LUTH CH SPIRE       APPROX. 4.0 KM 2570453.4 |
 ME2270| ME2279 BREMEN MUNICIPAL STANDPIPE          APPROX. 4.2 KM 2583604.1 |
 ME2270| ME2278 BREMEN                              APPROX. 4.5 KM 2583822.1 |
 ME2270| CM4043 YELL AZ MK                                         2721509.8 |
 ME2270| CM4045 YELL RM 2                            27.178 METERS 28242     |
 ME2270| CM4046 YELL RM 3                            27.141 METERS 28247     |
 ME2270|---------------------------------------------------------------------|
 ME2270
 ME2270                          SUPERSEDED SURVEY CONTROL
 ME2270
 ME2270  NAD 83(1986)-  41 27 12.90258(N)    086 05 52.97622(W) AD(       ) 3
 ME2270  NAD 27      -  41 27 12.72940(N)    086 05 52.97300(W) AD(       ) 3
 ME2270
 ME2270.Superseded values are not recommended for survey control.
 ME2270
 ME2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2270.See file dsdata.pdf to determine how the superseded data were derived.
 ME2270
 ME2270_MARKER: DS = TRIANGULATION STATION DISK
 ME2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2270_STAMPING: YELL 1952
 ME2270_MARK LOGO: CGS
 ME2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2270+STABILITY: SURFACE MOTION
 ME2270
 ME2270  HISTORY     - Date     Condition        Report By
 ME2270  HISTORY     - 1952     MONUMENTED       CGS
 ME2270  HISTORY     - 1975     GOOD             NGS
 ME2270  HISTORY     - 19940830 MARK NOT FOUND   USPSQD
 ME2270
 ME2270                          STATION DESCRIPTION
 ME2270
 ME2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2270'STATION IS LOCATED 4 MILES EAST OF BREMEN IN A SMALL TRIANGLE FORMED
 ME2270'BY U.S. HIGHWAY 6 AND A GRAVEL ROAD.  IT IS 290 FEET EAST OF THE
 ME2270'INTERSECTION OF THESE ROADS, 60 FEET WEST OF THE CENTER OF A GRAVEL
 ME2270'ROAD, 47 FEET NORTH OF THE CENTER OF HIGHWAY 6, 40 FEET SOUTH OF THE
 ME2270'CENTER OF A GRAVEL ROAD AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE
 ME2270'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED YELL 1952.
 ME2270'
 ME2270'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2270'ROAD, 50 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 27 FEET EAST OF
 ME2270'THE CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 ME2270'DISK IS STAMPED YELL NO 1 1952.
 ME2270'
 ME2270'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTER OF THE HIGHWAY, 20
 ME2270'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 13 FEET SOUTHWEST OF A
 ME2270'POWER LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2270'YELL NO 2 1952.
 ME2270'
 ME2270'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF HIGHWAY 6, 15 FEET WEST
 ME2270'OF THE CENTER OF A DRIVEWAY, 5 FEET WEST OF A FENCE CORNER AND 2 FEET
 ME2270'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2270'IS STAMPED YELL 1952.
 ME2270'
 ME2270'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 ME2270'HIGHWAY 331 IN BREMEN, GO EAST ON HIGHWAY 6 FOR 3.1 MILES TO THE
 ME2270'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO WHERE
 ME2270'HIGHWAY 6 TURNS TO THE SOUTHEAST AND A GRAVEL ROAD GOES STRAIGHT AHEAD
 ME2270'AND THE STATION AS DESCRIBED.
 ME2270'
 ME2270'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 ME2270
 ME2270                          STATION RECOVERY (1975)
 ME2270
 ME2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2270'THE STATION MARK AND REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 ME2270'THE AZIMUTH MARK WAS FOUND DESTROYED BY CONSTRUCTION EQUIPMENT AS WAS
 ME2270'REFERENCE MARK 2.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO RM 1 WAS
 ME2270'VERIFIED.
 ME2270'
 ME2270'THE STATION IS 60 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 42 FEET
 ME2270'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 41 FEET NORTH OF THE
 ME2270'CENTERLINE OF U.S. HIGHWAY 6, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 ME2270'LOCATED IN A SMALL TRIANGLE FORMED BY THE ABOVE ROADS.  THE MONUMENT
 ME2270'PROJECTS 2 INCHES AND THE DISK IS STAMPED YELL 1952.
 ME2270'
 ME2270'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 49
 ME2270'FEET NORTH OF THE CENTERLINE OF HIGHWAY 6, 27 FEET EAST OF THE
 ME2270'CENTERLINE OF THE DIRT ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2270'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED YELL NO 1 1952.
 ME2270'
 ME2270'REFERENCE MARK 3 IS 37 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6, 21
 ME2270'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 14 FEET SOUTHWEST OF A
 ME2270'POWERLINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 ME2270'PROJECTS 2 INCHES AND THE DISK IS STAMPED YELL 1952 NO 3 1975.
 ME2270'
 ME2270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2270'HIGHWAY 331 IN BREMEN, GO EAST ON HIGHWAY 6 FOR 3.4 MILES TO WHERE
 ME2270'HIGHWAY 6 BEARS TO THE SOUTHEAST AND A PAVED ROAD STRAIGHT AHEAD.  THE
 ME2270'STATION IS LOCATED IN THIS ANGLE OF THE ROADS.
 ME2270'
 ME2270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 ME2270'BREMEN.
 ME2270
 ME2270                          STATION RECOVERY (1994)
 ME2270
 ME2270'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1725 ***********************************************************************
 MD1725  DESIGNATION -  YELLOW
 MD1725  PID         -  MD1725
 MD1725  STATE/COUNTY-  IN/ELKHART
 MD1725  COUNTRY     -  US
 MD1725  USGS QUAD   -  ELKHART (2019)
 MD1725
 MD1725                         *CURRENT SURVEY CONTROL
 MD1725  ______________________________________________________________________
 MD1725* NAD 83(1997) POSITION- 41 37 49.77486(N) 085 57 54.78668(W)   ADJUSTED
 MD1725* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 MD1725  ______________________________________________________________________
 MD1725  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 MD1725  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 MD1725  HORZ ORDER      -  SECOND
 MD1725
 MD1725.The horizontal coordinates were established by classical geodetic methods
 MD1725.and adjusted by the National Geodetic Survey in May 1999.
 MD1725
 MD1725.The orthometric height was scaled from a topographic map.
 MD1725
 MD1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1725.GEOID18 height accuracy estimate available here.
 MD1725
 MD1725.Click photographs - Photos may exist for this station.
 MD1725
 MD1725.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1725
 MD1725. The following values were computed from the NAD 83(1997) position.
 MD1725
 MD1725;                    North         East     Units Scale Factor Converg.
 MD1725;SPC IN E     -   708,621.479    75,122.985   MT  0.99997428   -0 11 54.0
 MD1725;SPC IN E     - 2,324,868.97    246,465.99   sFT  0.99997428   -0 11 54.0
 MD1725;UTM  16      - 4,609,268.709   586,192.692   MT  0.99969142   +0 41 14.9
 MD1725
 MD1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1725!SPC IN E     -   0.99996562  x   0.99997428  =   0.99993990
 MD1725!UTM  16      -   0.99996562  x   0.99969142  =   0.99965705
 MD1725
 MD1725:                Primary Azimuth Mark                     Grid Az
 MD1725:SPC IN E     -  YELLOW AZ MK                             173 51 32.2
 MD1725:UTM  16      -  YELLOW AZ MK                             172 58 23.3
 MD1725
 MD1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8619209268(NAD 83)
 MD1725
 MD1725|---------------------------------------------------------------------|
 MD1725| PID    Reference Object                     Distance      Geod. Az  |
 MD1725|                                                           dddmmss.s |
 MD1725| CC9673 YELLOW RM 1                          27.310 METERS 07823     |
 MD1725| CC9674 YELLOW RM 2                          28.788 METERS 15212     |
 MD1725| CC9672 YELLOW AZ MK                                       1733938.2 |
 MD1725| MD1728 ELKHART RADIO STA WTRC MAST         APPROX. 2.8 KM 3265550.2 |
 MD1725|---------------------------------------------------------------------|
 MD1725
 MD1725                          SUPERSEDED SURVEY CONTROL
 MD1725
 MD1725  NAD 83(1994)-  41 37 49.77622(N)    085 57 54.79037(W) AD(       ) 2
 MD1725  NAD 83(1986)-  41 37 49.77687(N)    085 57 54.79304(W) AD(       ) 2
 MD1725  NAD 27      -  41 37 49.60060(N)    085 57 54.79200(W) AD(       ) 2
 MD1725
 MD1725.Superseded values are not recommended for survey control.
 MD1725
 MD1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1725.See file dsdata.pdf to determine how the superseded data were derived.
 MD1725
 MD1725_MARKER: DS = TRIANGULATION STATION DISK
 MD1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1725_STAMPING: YELLOW 1947
 MD1725_MARK LOGO: CGS
 MD1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1725+STABILITY: SURFACE MOTION
 MD1725
 MD1725  HISTORY     - Date     Condition        Report By
 MD1725  HISTORY     - 1947     MONUMENTED       CGS
 MD1725  HISTORY     - 1952     GOOD             CGS
 MD1725  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1725  HISTORY     - 19910109 MARK NOT FOUND   LOCSUR
 MD1725
 MD1725                          STATION DESCRIPTION
 MD1725
 MD1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1725'STATION IS LOCATED ABOUT 3 MILES SOUTH OF ELKHART ON THE WEST SIDE OF
 MD1725'THE EXTENSION OF PRAIRIE AVE.  IT IS 66 FEET WEST OF THE T-ROAD
 MD1725'INTERSECTION, 25 FEET WEST OF 24 INCH ELM TREE, 3.5 FEET EAST OF A
 MD1725'WHITE WITNESS POST AND ONE FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 MD1725'ABOUT 2 INCHES AND THE DISK IS STAMPED YELLOW 1947.
 MD1725'
 MD1725'REFERENCE MARK NO. 1 IS 89.60 FEET EAST OF THE STATION IN THE EAST END
 MD1725'OF THE CONCRETE ROAD CULVERT IN THE NORTHEAST ANGLE OF THE T-ROAD.
 MD1725'THE DISK IS SET IN A DRILL HOLE ON THE TOP OF THE CULVERT AND STAMPED
 MD1725'YELLOW NO 1 1947.
 MD1725'
 MD1725'REFERENCE MARK NO. 2 IS 94.45 FEET SOUTHEAST OF THE STATION IN THE
 MD1725'WEST RIGHT-OF-WAY FENCELINE.  IT IS 26 FEET WEST OF THE CENTER OF THE
 MD1725'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED YELLOW
 MD1725'NO 2 1947.
 MD1725'
 MD1725'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE EAST SIDE OF THE
 MD1725'ROAD.  IT IS 84 FEET WEST OF THE CENTER OF A RED BARN, 22 FEET EAST OF
 MD1725'THE CENTER OF THE ROAD AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1725'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED YELLOW 1947.
 MD1725'
 MD1725'TO REACH THE STATION FROM THE POST OFFICE IN ELKHART GO SOUTHEAST AND
 MD1725'EAST ON MAIN STREET FOR 0.85 MILE TO PRAIRIE AVENUE, TURN RIGHT ON
 MD1725'PRAIRIE AVENUE AND GO SOUTH FOR 3.2 MILES TO A T-ROAD LEFT AND A LINE
 MD1725'FENCE ON THE RIGHT AND STATION IN THE FENCELINE.
 MD1725'
 MD1725'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.2 MILE TO A
 MD1725'RED BARN ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 MD1725'
 MD1725'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1725
 MD1725                          STATION RECOVERY (1952)
 MD1725
 MD1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1725'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MD1725'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 MD1725'THE DISTANCE TO THE AZIMUTH MARK CHECKED.  THE DIRECTION TO THE
 MD1725'AZIMUTH MARK DID NOT CHECK.  STATION IS ON THE PROPERTY OF RICHARD
 MD1725'SCHAFFER.  THE OLD DESCRIPTION IS ADEQUATE.
 MD1725'
 MD1725'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1725
 MD1725                          STATION RECOVERY (1980)
 MD1725
 MD1725'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1725'YELLOW 1947 SEARCHED FOR BUT SURFACE MONUMENT NOT FOUND.  YELLOW NO. 1
 MD1725'1947 FOUND AS DESCRIBED.  YELLOW NO. 2 1947 FOUND AS DESCRIBED.
 MD1725'AZIMUTH MARK FOUND 25.5 FEET SSW OF 36 INCH MAPLE (RED BARN GONE)
 MD1725'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF ELKHART,
 MD1725'INDIANA.
 MD1725
 MD1725                          STATION RECOVERY (1991)
 MD1725
 MD1725'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (WEP)
 MD1725'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB2638 ***********************************************************************
 LB2638  DESIGNATION -  YEOMAN
 LB2638  PID         -  LB2638
 LB2638  STATE/COUNTY-  IN/CARROLL
 LB2638  COUNTRY     -  US
 LB2638  USGS QUAD   -  YEOMAN (2019)
 LB2638
 LB2638                         *CURRENT SURVEY CONTROL
 LB2638  ______________________________________________________________________
 LB2638* NAD 83(1997) POSITION- 40 40 29.71772(N) 086 44 04.04751(W)   ADJUSTED
 LB2638* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 LB2638  ______________________________________________________________________
 LB2638  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 LB2638  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 LB2638  HORZ ORDER      -  SECOND
 LB2638
 LB2638.The horizontal coordinates were established by classical geodetic methods
 LB2638.and adjusted by the National Geodetic Survey in May 1999.
 LB2638
 LB2638.The orthometric height was scaled from a topographic map.
 LB2638
 LB2638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB2638.GEOID18 height accuracy estimate available here.
 LB2638
 LB2638.Click photographs - Photos may exist for this station.
 LB2638
 LB2638.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB2638
 LB2638. The following values were computed from the NAD 83(1997) position.
 LB2638
 LB2638;                    North         East     Units Scale Factor Converg.
 LB2638;SPC IN W     -   602,517.721   929,495.506   MT  0.99997737   +0 13 38.6
 LB2638;SPC IN W     - 1,976,760.22  3,049,519.84   sFT  0.99997737   +0 13 38.6
 LB2638;UTM  16      - 4,502,705.190   522,441.894   MT  0.99960620   +0 10 23.1
 LB2638
 LB2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2638!SPC IN W     -   0.99997349  x   0.99997737  =   0.99995086
 LB2638!UTM  16      -   0.99997349  x   0.99960620  =   0.99957970
 LB2638
 LB2638:                Primary Azimuth Mark                     Grid Az
 LB2638:SPC IN W     -  YEOMAN AZ MK                             192 28 10.6
 LB2638:UTM  16      -  YEOMAN AZ MK                             192 31 26.1
 LB2638
 LB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2244102705(NAD 83)
 LB2638
 LB2638|---------------------------------------------------------------------|
 LB2638| PID    Reference Object                     Distance      Geod. Az  |
 LB2638|                                                           dddmmss.s |
 LB2638| CC9675 YEOMAN AZ MK                                       1924149.2 |
 LB2638| CC9676 YEOMAN RM 1                          26.045 METERS 26219     |
 LB2638| CC9677 YEOMAN RM 2                          36.765 METERS 34856     |
 LB2638|---------------------------------------------------------------------|
 LB2638
 LB2638                          SUPERSEDED SURVEY CONTROL
 LB2638
 LB2638  NAD 83(1986)-  40 40 29.72331(N)    086 44 04.05830(W) AD(       ) 2
 LB2638  NAD 27      -  40 40 29.58580(N)    086 44 04.02330(W) AD(       ) 2
 LB2638
 LB2638.Superseded values are not recommended for survey control.
 LB2638
 LB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2638.See file dsdata.pdf to determine how the superseded data were derived.
 LB2638
 LB2638_MARKER: DS = TRIANGULATION STATION DISK
 LB2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2638_STAMPING: YEOMAN 1948
 LB2638_MARK LOGO: CGS
 LB2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2638+STABILITY: SURFACE MOTION
 LB2638
 LB2638  HISTORY     - Date     Condition        Report By
 LB2638  HISTORY     - 1948     MONUMENTED       CGS
 LB2638
 LB2638                          STATION DESCRIPTION
 LB2638
 LB2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2638'THE STATION IS LOCATED 6 MILES NORTHWEST OF DELPHI AND 4 MILES SOUTH
 LB2638'OF MONTICELLO ON PROPERTY OWNED BY MR M. M. BAUM.  IT IS 355 FEET
 LB2638'EAST OF THE INTERSECTION OF STATE HIGHWAY 39 AND A GRAVEL T-ROAD
 LB2638'EAST, 29 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 24 FEET EAST
 LB2638'OF A FENCE LINE, 11 FEET NORTH OF A FENCE LINE AND 10 FEET NORTH OF
 LB2638'A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2638'IS STAMPED YEOMAN 1948.
 LB2638'
 LB2638'REFERENCE MARK NO. 1 IS 85.45 FEET WEST OF THE STATION.  IT IS 18
 LB2638'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2638'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2638'YEOMAN NO 1 1948.
 LB2638'
 LB2638'REFERENCE MARK NO. 2 IS 120.62 FEET NORTHWEST OF THE STATION.  IT IS
 LB2638'33 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.
 LB2638'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED YEOMAN NO 2 1948.
 LB2638'
 LB2638'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 45 FEET
 LB2638'SOUTH OF THE CENTER OF A GRAVEL ROAD, 43 FEET WEST OF THE CENTER OF
 LB2638'HIGHWAY 39, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 LB2638'NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2638'DISK IS STAMPED YEOMAN 1948.
 LB2638'
 LB2638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 AND 18,
 LB2638'3 MILES WEST OF DELPHI, GO NORTH ON HIGHWAY 39 FOR 5.4 MILES TO THE
 LB2638'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.2 MILE TO A
 LB2638'GRAVEL T-ROAD EAST, TURN EAST AND GO 0.1 MILE TO THE STATION ON
 LB2638'THE LEFT AS DESCRIBED.
 LB2638'
 LB2638'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1826 ***********************************************************************
 MD1826  DESIGNATION -  YOHE
 MD1826  PID         -  MD1826
 MD1826  STATE/COUNTY-  IN/DE KALB
 MD1826  COUNTRY     -  US
 MD1826  USGS QUAD   -  SAINT JOE (2019)
 MD1826
 MD1826                         *CURRENT SURVEY CONTROL
 MD1826  ______________________________________________________________________
 MD1826* NAD 83(1997) POSITION- 41 21 29.64446(N) 084 54 06.93520(W)   ADJUSTED
 MD1826* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 MD1826  ______________________________________________________________________
 MD1826  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 MD1826  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 MD1826  HORZ ORDER      -  THIRD
 MD1826
 MD1826.The horizontal coordinates were established by classical geodetic methods
 MD1826.and adjusted by the National Geodetic Survey in May 1999.
 MD1826
 MD1826.The orthometric height was scaled from a topographic map.
 MD1826
 MD1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1826.GEOID18 height accuracy estimate available here.
 MD1826
 MD1826.Click photographs - Photos may exist for this station.
 MD1826
 MD1826.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1826
 MD1826. The following values were computed from the NAD 83(1997) position.
 MD1826
 MD1826;                    North         East     Units Scale Factor Converg.
 MD1826;SPC IN E     -   678,623.646   163,990.045   MT  1.00001704   +0 30 19.2
 MD1826;SPC IN E     - 2,226,451.08    538,024.01   sFT  1.00001704   +0 30 19.2
 MD1826;SPC OH N     -   190,610.735   399,046.657   MT  0.99995197   -1 34 40.6
 MD1826;SPC OH N     -   625,362.05  1,309,205.57   sFT  0.99995197   -1 34 40.6
 MD1826;UTM  16      - 4,580,649.421   675,497.425   MT  0.99997905   +1 23 12.1
 MD1826
 MD1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1826!SPC IN E     -   0.99996494  x   1.00001704  =   0.99998198
 MD1826!SPC OH N     -   0.99996494  x   0.99995197  =   0.99991691
 MD1826!UTM  16      -   0.99996494  x   0.99997905  =   0.99994399
 MD1826
 MD1826:                Primary Azimuth Mark                     Grid Az
 MD1826:SPC IN E     -  YOHE AZ MK                               094 52 26.0
 MD1826:SPC OH N     -  YOHE AZ MK                               096 57 25.8
 MD1826:UTM  16      -  YOHE AZ MK                               093 59 33.1
 MD1826
 MD1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7549780649(NAD 83)
 MD1826
 MD1826|---------------------------------------------------------------------|
 MD1826| PID    Reference Object                     Distance      Geod. Az  |
 MD1826|                                                           dddmmss.s |
 MD1826| CE7569 YOHE RM 1                            27.545 METERS 06929     |
 MD1826| CE7568 YOHE AZ MK                                         0952245.2 |
 MD1826| CE7570 YOHE RM 2                            22.199 METERS 15758     |
 MD1826|---------------------------------------------------------------------|
 MD1826
 MD1826                          SUPERSEDED SURVEY CONTROL
 MD1826
 MD1826  NAD 83(1995)-  41 21 29.64443(N)    084 54 06.93603(W) AD(       ) 3
 MD1826  NAD 83(1986)-  41 21 29.64543(N)    084 54 06.95042(W) AD(       ) 3
 MD1826  NAD 27      -  41 21 29.46550(N)    084 54 07.08260(W) AD(       ) 3
 MD1826
 MD1826.Superseded values are not recommended for survey control.
 MD1826
 MD1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1826.See file dsdata.pdf to determine how the superseded data were derived.
 MD1826
 MD1826_MARKER: DS = TRIANGULATION STATION DISK
 MD1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1826_STAMPING: YOHE 1947
 MD1826_MARK LOGO: CGS
 MD1826_PROJECTION: RECESSED 25 CENTIMETERS
 MD1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1826+STABILITY: SURFACE MOTION
 MD1826
 MD1826  HISTORY     - Date     Condition        Report By
 MD1826  HISTORY     - 1947     MONUMENTED       CGS
 MD1826  HISTORY     - 1960     GOOD             CGS
 MD1826
 MD1826                          STATION DESCRIPTION
 MD1826
 MD1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1826'STATION IS LOCATED ABOUT 8 MILES EAST OF AUBURN AND ABOUT 3 MILES
 MD1826'NORTH OF ST. JOE ON THE SOUTH SIDE OF STATE HIGHWAY 8, ON LAND OWNED
 MD1826'BY LAVON BRUNSON.  IT IS 58 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MD1826'55 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 36 FEET EAST OF
 MD1826'A NORTH-SOUTH FENCE LINE AND 31 FEET NORTH OF A 2 FOOT TREE.  THE MARK
 MD1826'IS 10-INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED YOHE 1947.
 MD1826'
 MD1826'REFERENCE MARK NO. 1 IS 90.37 FEET NORTHEAST OF THE STATION.  IT IS 27
 MD1826'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 16 FEET NORTH OF A 30 INCH
 MD1826'APPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED YOHE NO 1 1947.
 MD1826'
 MD1826'REFERENCE MARK NO. 2 IS 72.83 FEET SOUTHEAST OF THE STATION AND 2.5
 MD1826'FEET SOUTHWEST OF THE SOUTH WEST CORNER OF THE HOUSE.  THE MARK IS
 MD1826'FLUSH AND THE DISK IS STAMPED YOHE NO 2 1947.
 MD1826'
 MD1826'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1826'STATE HIGHWAY 8.  IT IS 87 FEET WEST OF A 36 INCH TREE, 22 FEET SOUTH
 MD1826'OF THE CENTER OF THE HIGHWAY, AND 2 FEET WEST OF A WHITE WITNESS POST.
 MD1826'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED YOHE 1947.
 MD1826'
 MD1826'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN AUBURN
 MD1826'GO EAST ON STATE HIGHWAY 8 FOR 8.2 MILES TO THE STATION ON THE RIGHT
 MD1826'AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MD1826'AS DESCRBED.
 MD1826'
 MD1826'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1826
 MD1826                          STATION RECOVERY (1960)
 MD1826
 MD1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1826'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1826'DESCRIBED.  PERTINENT CORRECTIONS AND ADDENDA FOLLOW.
 MD1826'
 MD1826'STATION IS 3.3 MILES W ALONG NO. 8 INDIANA HIGHWAY FROM THE MAIN
 MD1826'CORNER IN NEWVILLE, 0.2 MILE E OF A RAILROAD CROSSING, ON CREST OF
 MD1826'RIDGE, BUT THE FENCE LINE AND TREE OF THE ORIGINAL DESCRIPTION ARE
 MD1826'GONE.
 MD1826'
 MD1826'THE APPLE TREE TO WHICH R.M. NO. 1 IS REFERENCED IS GONE.  THE MARK IS
 MD1826'86-1/2 FEET N OF NE CORNER OF THE HOUSE AND 6-1/2 FEET E OF PROJECTED
 MD1826'PLANE OF E WALL OF SAME.
 MD1826'
 MD1826'REFERENCE MARK NO. 2 IS NOW ABOUT 0.2 FOOT UNDERGROUND DUE TO
 MD1826'ACCUMULATION OVER IT.
 MD1826'
 MD1826'THE TREE TO WHICH AZIMUTH MARK WAS REFERENCED IS GONE (THE ELM BLIGHT)
 MD1826'THE MARK IS 242 FEET WNW OF W END OF CONCRETE CURBWALL ON S SIDE OF
 MD1826'WIDENED SMALL BRIDGE, 1.6 FEET LOWER THAN CENTER LINE OF THE HIGHWAY,
 MD1826'AND 2.2 FEET WNW OF STEEL WITNESS POST, NOTE 16A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2091 ***********************************************************************
 LA2091  DESIGNATION -  YORKTOWN MUN TANK
 LA2091  PID         -  LA2091
 LA2091  STATE/COUNTY-  IN/DELAWARE
 LA2091  COUNTRY     -  US
 LA2091  USGS QUAD   -  MUNCIE WEST (2019)
 LA2091
 LA2091                         *CURRENT SURVEY CONTROL
 LA2091  ______________________________________________________________________
 LA2091* NAD 83(1997) POSITION- 40 10 20.34070(N) 085 29 09.00367(W)   ADJUSTED
 LA2091  ______________________________________________________________________
 LA2091  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 LA2091  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 LA2091  HORZ ORDER      -  THIRD
 LA2091
 LA2091.The horizontal coordinates were established by classical geodetic methods
 LA2091.and adjusted by the National Geodetic Survey in May 1999.
 LA2091
 LA2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2091.GEOID18 height accuracy estimate available here.
 LA2091
 LA2091.Click photographs - Photos may exist for this station.
 LA2091
 LA2091.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2091
 LA2091. The following values were computed from the NAD 83(1997) position.
 LA2091
 LA2091;                    North         East     Units Scale Factor Converg.
 LA2091;SPC IN E     -   546,666.103   115,402.574   MT  0.99996959   +0 06 60.0
 LA2091;SPC IN E     - 1,793,520.37    378,616.61   sFT  0.99996959   +0 06 60.0
 LA2091;UTM  16      - 4,447,982.085   628,925.802   MT  0.99980462   +0 58 36.9
 LA2091
 LA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2892547982(NAD 83)
 LA2091
 LA2091                          SUPERSEDED SURVEY CONTROL
 LA2091
 LA2091  NAD 83(1995)-  40 10 20.34180(N)    085 29 09.01385(W) AD(       ) 3
 LA2091  NAD 83(1986)-  40 10 20.34268(N)    085 29 09.01719(W) AD(       ) 3
 LA2091  NAD 27      -  40 10 20.19276(N)    085 29 09.12256(W) AD(       ) 3
 LA2091
 LA2091.Superseded values are not recommended for survey control.
 LA2091
 LA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2091.See file dsdata.pdf to determine how the superseded data were derived.
 LA2091
 LA2091_MARKER: 53 = ELEVATED TANK
 LA2091
 LA2091  HISTORY     - Date     Condition        Report By
 LA2091  HISTORY     - 1970     FIRST OBSERVED   NGS
 LA2091  HISTORY     - 20051102 GOOD             GEOCAC
 LA2091
 LA2091                          STATION DESCRIPTION
 LA2091
 LA2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LA2091'YORKTOWN MUNICIPAL WATER TANK (NEW) IS LOCATED IN THE
 LA2091'SOUTHEAST PART OF YORKTOWN IN THE YORKTOWN LIONS CLUB PARK.
 LA2091'
 LA2091'IT IS A 5-LEGGED WHITE STEEL OVAL WATER TANK AND HAS AN
 LA2091'OVER-ALL HEIGHT OF 153 FEET.
 LA2091'
 LA2091'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
 LA2091
 LA2091                          STATION RECOVERY (2005)
 LA2091
 LA2091'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 LA2091'YORKTOWN  PAINTED IN GREEN ON THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ3259 ***********************************************************************
 JZ3259  DESIGNATION -  YORKVILLE CATHOLIC CH STEEPLE
 JZ3259  PID         -  JZ3259
 JZ3259  STATE/COUNTY-  IN/DEARBORN
 JZ3259  COUNTRY     -  US
 JZ3259  USGS QUAD   -  GUILFORD (2019)
 JZ3259
 JZ3259                         *CURRENT SURVEY CONTROL
 JZ3259  ______________________________________________________________________
 JZ3259* NAD 83(1997) POSITION- 39 12 20.85485(N) 084 58 04.12932(W)   ADJUSTED
 JZ3259  ______________________________________________________________________
 JZ3259  GEOID HEIGHT    -        -34.037 (meters)                     GEOID18
 JZ3259  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 JZ3259  HORZ ORDER      -  THIRD
 JZ3259
 JZ3259.The horizontal coordinates were established by classical geodetic methods
 JZ3259.and adjusted by the National Geodetic Survey in May 1999.
 JZ3259
 JZ3259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ3259.GEOID18 height accuracy estimate available here.
 JZ3259
 JZ3259.Click photographs - Photos may exist for this station.
 JZ3259
 JZ3259.The Laplace correction was computed from DEFLEC18 derived deflections.
 JZ3259
 JZ3259. The following values were computed from the NAD 83(1997) position.
 JZ3259
 JZ3259;                    North         East     Units Scale Factor Converg.
 JZ3259;SPC IN E     -   439,574.846   160,361.652   MT  1.00001151   +0 26 30.3
 JZ3259;SPC IN E     - 1,442,171.81    526,119.85   sFT  1.00001151   +0 26 30.3
 JZ3259;SPC KY1Z     - 1,319,107.197 1,567,572.279   MT  1.00017467   +0 28 48.8
 JZ3259;SPC KY1Z     - 4,327,770.86  5,142,943.39   sFT  1.00017467   +0 28 48.8
 JZ3259;SPC KY N     -   189,590.214   437,996.739   MT  1.00004510   -0 26 47.5
 JZ3259;SPC KY N     -   622,013.89  1,436,994.30   sFT  1.00004510   -0 26 47.5
 JZ3259;UTM  16      - 4,341,581.487   675,467.165   MT  0.99997911   +1 17 05.6
 JZ3259
 JZ3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7546741581(NAD 83)
 JZ3259
 JZ3259                          SUPERSEDED SURVEY CONTROL
 JZ3259
 JZ3259  NAD 83(1995)-  39 12 20.85490(N)    084 58 04.12841(W) AD(       ) 3
 JZ3259  NAD 83(1993)-  39 12 20.85914(N)    084 58 04.13514(W) AD(       ) 3
 JZ3259  NAD 83(1986)-  39 12 20.85790(N)    084 58 04.13878(W) AD(       ) 3
 JZ3259  NAD 27      -  39 12 20.66000(N)    084 58 04.30000(W) AD(       ) 3
 JZ3259
 JZ3259.Superseded values are not recommended for survey control.
 JZ3259
 JZ3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3259.See file dsdata.pdf to determine how the superseded data were derived.
 JZ3259
 JZ3259_MARKER: 90 = CHURCH SPIRE
 JZ3259
 JZ3259  HISTORY     - Date     Condition        Report By
 JZ3259  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3259  HISTORY     - 1940     GOOD             SCS
 JZ3259
 JZ3259                          STATION DESCRIPTION
 JZ3259
 JZ3259'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 JZ3259'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1789 ***********************************************************************
 JA1789  DESIGNATION -  YOUNGS
 JA1789  PID         -  JA1789
 JA1789  STATE/COUNTY-  IN/ORANGE
 JA1789  COUNTRY     -  US
 JA1789  USGS QUAD   -  VALEENE (2019)
 JA1789
 JA1789                         *CURRENT SURVEY CONTROL
 JA1789  ______________________________________________________________________
 JA1789* NAD 83(1997) POSITION- 38 29 26.90589(N) 086 28 34.50529(W)   ADJUSTED
 JA1789* NAVD 88 ORTHO HEIGHT -   277.86  (+/-2cm)      911.6   (feet) VERTCON3
 JA1789  ______________________________________________________________________
 JA1789  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 JA1789  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 JA1789  HORZ ORDER      -  FIRST
 JA1789  VERT ORDER      -  THIRD ? (See Below)
 JA1789
 JA1789.The horizontal coordinates were established by classical geodetic methods
 JA1789.and adjusted by the National Geodetic Survey in May 1999.
 JA1789
 JA1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1789
 JA1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1789.GEOID18 height accuracy estimate available here.
 JA1789
 JA1789.The vertical order pertains to the NGVD 29 superseded value.
 JA1789
 JA1789.Click photographs - Photos may exist for this station.
 JA1789
 JA1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1789
 JA1789. The following values were computed from the NAD 83(1997) position.
 JA1789
 JA1789;                    North         East     Units Scale Factor Converg.
 JA1789;SPC IN W     -   360,146.999   952,962.621   MT  1.00000120   +0 22 40.3
 JA1789;SPC IN W     - 1,181,582.28  3,126,511.53   sFT  1.00000120   +0 22 40.3
 JA1789;UTM  16      - 4,260,403.314   545,675.707   MT  0.99962569   +0 19 33.5
 JA1789
 JA1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1789!SPC IN W     -   0.99996163  x   1.00000120  =   0.99996283
 JA1789!UTM  16      -   0.99996163  x   0.99962569  =   0.99958734
 JA1789
 JA1789:                Primary Azimuth Mark                     Grid Az
 JA1789:SPC IN W     -  YOUNGS AZ MK                             029 47 13.2
 JA1789:UTM  16      -  YOUNGS AZ MK                             029 50 20.0
 JA1789
 JA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4567560403(NAD 83)
 JA1789
 JA1789|---------------------------------------------------------------------|
 JA1789| PID    Reference Object                     Distance      Geod. Az  |
 JA1789|                                                           dddmmss.s |
 JA1789| CG9476 YOUNGS AZ MK                                       0300953.5 |
 JA1789| CG9477 YOUNGS RM 1                          40.721 METERS 09652     |
 JA1789| CG9478 YOUNGS RM 2                          20.318 METERS 21532     |
 JA1789|---------------------------------------------------------------------|
 JA1789
 JA1789                          SUPERSEDED SURVEY CONTROL
 JA1789
 JA1789  NAD 83(1993)-  38 29 26.91118(N)    086 28 34.50860(W) AD(       ) 1
 JA1789  NAD 83(1986)-  38 29 26.91151(N)    086 28 34.50897(W) AD(       ) 1
 JA1789  NAD 27      -  38 29 26.71100(N)    086 28 34.55700(W) AD(       ) 1
 JA1789  NGVD 29             277.96   (m)          911.9    (f) LEVELING    3  
 JA1789
 JA1789.Superseded values are not recommended for survey control.
 JA1789
 JA1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1789.See file dsdata.pdf to determine how the superseded data were derived.
 JA1789
 JA1789_MARKER: DS = TRIANGULATION STATION DISK
 JA1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1789_STAMPING: YOUNGS 1946
 JA1789_MARK LOGO: CGS
 JA1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1789+STABILITY: SURFACE MOTION
 JA1789
 JA1789  HISTORY     - Date     Condition        Report By
 JA1789  HISTORY     - 1946     MONUMENTED       CGS
 JA1789
 JA1789                          STATION DESCRIPTION
 JA1789
 JA1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1789'THIS STATION IS ON TOP OF A HIGH BRUSH-COVERED RIDGE WHICH WAS ONCE
 JA1789'A CLEARED FIELD, ABOUT 4-1/2 MILES SOUTH OF PAOLI AND 2 MILES WEST
 JA1789'OF PAOLI LOOKOUT TOWER.  THE MARK IS ON THE HIGHEST AND SOUTHERNMOST
 JA1789'POINT OF THE RIDGE AND IS ABOUT 100 YARDS WEST OF A LINE OF
 JA1789'TREES WHICH RUN NORTH AND SOUTH.  THE MARK PROJECTS 8 INCHES AND
 JA1789'THE DISK IS STAMPED YOUNGS 1946.
 JA1789'
 JA1789'REFERENCE MARK NO. 1 IS 133.60 FEET EAST OF THE STATION AND 50 FEET
 JA1789'WEST OF A GAP IN THE LINE OF TREES.  THE MARK PROJECTS 2 INCHES AND
 JA1789'THE DISK IS STAMPED YOUNGS 1946 1.
 JA1789'
 JA1789'REFERENCE MARK NO. 2 IS 66.66 FEET SOUTHWEST OF THE STATION.  THE
 JA1789'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED YOUNGS 1946 2.
 JA1789'
 JA1789'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION BESIDE THE RIDGE ROAD
 JA1789'WHICH LEADS TO THE STATION.  THE MARK IS IN A SMALL GRASSY CLEARING,
 JA1789'40 FEET SOUTH OF THE ROAD AND 50 FEET SOUTH OF A WOODS EDGE.  THE
 JA1789'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED YOUNGS 1946.
 JA1789'
 JA1789'TO REACH FROM THE SOUTH END OF THE SQUARE IN PAOLI, GO SOUTH ON
 JA1789'STATE HIGHWAY 37 FOR 3.1 MILES TO A CROSSROADS AT TWO WHITE HOUSES,
 JA1789'TURN RIGHT AND GO 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 JA1789'SOUTH FOR 1.6 MILES TO WHERE ROAD BECOMES A DIM TRAIL AT A LARGE OAK
 JA1789'TREE, CONTINUE ON TRAIL FOR 0.1 MILE TO TOP OF SMALL HILL AND
 JA1789'TURN RIGHT UP A ROAD WHICH LEADS 0.3 MILE TO THE NORTH END OF A
 JA1789'RIDGE, AT TOP OF RIDGE TURN LEFT AND FOLLOW MAIN ROAD FOR 0.45 MILE
 JA1789'TO THE SOUTH AND HIGHEST POINT OF THE RIDGE AND STATION AS
 JA1789'DESCRIBED.
 JA1789'
 JA1789'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0688 ***********************************************************************
 JA0688  DESIGNATION -  Z 10
 JA0688  PID         -  JA0688
 JA0688  STATE/COUNTY-  IN/MARTIN
 JA0688  COUNTRY     -  US
 JA0688  USGS QUAD   -  SHOALS (2019)
 JA0688
 JA0688                         *CURRENT SURVEY CONTROL
 JA0688  ______________________________________________________________________
 JA0688* NAD 83(1986) POSITION- 38 40 00.     (N) 086 47 35.     (W)   SCALED
 JA0688* NAVD 88 ORTHO HEIGHT -   146.599 (meters)      480.97  (feet) ADJUSTED
 JA0688  ______________________________________________________________________
 JA0688  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 JA0688  DYNAMIC HEIGHT  -        146.503 (meters)      480.65  (feet) COMP
 JA0688  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0688
 JA0688  VERT ORDER      -  FIRST     CLASS II
 JA0688
 JA0688.The horizontal coordinates were scaled from a map and have
 JA0688.an estimated accuracy of +/- 6 seconds.
 JA0688
 JA0688.The orthometric height was determined by differential leveling and
 JA0688.adjusted by the NATIONAL GEODETIC SURVEY
 JA0688.in June 1991.
 JA0688
 JA0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0688.GEOID18 height accuracy estimate available here.
 JA0688
 JA0688.Click photographs - Photos may exist for this station.
 JA0688
 JA0688.The dynamic height is computed by dividing the NAVD 88
 JA0688.geopotential number by the normal gravity value computed on the
 JA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0688.degrees latitude (g = 980.6199 gals.).
 JA0688
 JA0688.The modeled gravity was interpolated from observed gravity values.
 JA0688
 JA0688;                    North         East    Units  Estimated Accuracy
 JA0688;SPC IN W     -   379,530.      925,260.      MT  (+/- 180 meters Scaled)
 JA0688
 JA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH180798(NAD 83)
 JA0688
 JA0688                          SUPERSEDED SURVEY CONTROL
 JA0688
 JA0688  NGVD 29 (??/??/92)  146.730  (m)          481.40   (f) ADJ UNCH    1 2
 JA0688
 JA0688.Superseded values are not recommended for survey control.
 JA0688
 JA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0688.See file dsdata.pdf to determine how the superseded data were derived.
 JA0688
 JA0688_MARKER: DB = BENCH MARK DISK
 JA0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0688_SP_SET: PIER
 JA0688_STAMPING: 481.397 Z 1930
 JA0688_MARK LOGO: CGS
 JA0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0688
 JA0688  HISTORY     - Date     Condition        Report By
 JA0688  HISTORY     - 1930     MONUMENTED       CGS
 JA0688
 JA0688                          STATION DESCRIPTION
 JA0688
 JA0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JA0688'AT SHOALS.
 JA0688'AT SHOALS, MARTIN COUNTY, ON THE BALTIMORE AND OHIO RR, AT BRIDGE
 JA0688'147/21 OVER WHITE RIVER, ON THE N END OF THE MIDDLE ONE OF FIVE
 JA0688'PIERS, 8 FEET N OF THE N RAIL, AND ABOUT 3 FT LOWER THAN THE
 JA0688'RAIL.  A STANDARD DISK STAMPED 481.397 Z 10 1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1736 ***********************************************************************
 LB1736  DESIGNATION -  Z 100
 LB1736  PID         -  LB1736
 LB1736  STATE/COUNTY-  IN/WARREN
 LB1736  COUNTRY     -  US
 LB1736  USGS QUAD   -  PINE VILLAGE (2019)
 LB1736
 LB1736                         *CURRENT SURVEY CONTROL
 LB1736  ______________________________________________________________________
 LB1736* NAD 83(1986) POSITION- 40 25 06.     (N) 087 20 03.     (W)   SCALED
 LB1736* NAVD 88 ORTHO HEIGHT -   210.183 (meters)      689.58  (feet) ADJUSTED
 LB1736  ______________________________________________________________________
 LB1736  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 LB1736  DYNAMIC HEIGHT  -        210.078 (meters)      689.23  (feet) COMP
 LB1736  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 LB1736
 LB1736  VERT ORDER      -  SECOND    CLASS 0
 LB1736
 LB1736.The horizontal coordinates were scaled from a map and have
 LB1736.an estimated accuracy of +/- 6 seconds.
 LB1736
 LB1736.The orthometric height was determined by differential leveling and
 LB1736.adjusted by the NATIONAL GEODETIC SURVEY
 LB1736.in June 1991.
 LB1736
 LB1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1736.GEOID18 height accuracy estimate available here.
 LB1736
 LB1736.Click photographs - Photos may exist for this station.
 LB1736
 LB1736.The dynamic height is computed by dividing the NAVD 88
 LB1736.geopotential number by the normal gravity value computed on the
 LB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1736.degrees latitude (g = 980.6199 gals.).
 LB1736
 LB1736.The modeled gravity was interpolated from observed gravity values.
 LB1736
 LB1736;                    North         East    Units  Estimated Accuracy
 LB1736;SPC IN W     -   574,000.      878,710.      MT  (+/- 180 meters Scaled)
 LB1736
 LB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK716742(NAD 83)
 LB1736
 LB1736                          SUPERSEDED SURVEY CONTROL
 LB1736
 LB1736  NGVD 29 (??/??/92)  210.238  (m)          689.76   (f) ADJ UNCH    2 0
 LB1736
 LB1736.Superseded values are not recommended for survey control.
 LB1736
 LB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1736.See file dsdata.pdf to determine how the superseded data were derived.
 LB1736
 LB1736_MARKER: DB = BENCH MARK DISK
 LB1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1736_STAMPING: Z 100 1946
 LB1736_MARK LOGO: CGS
 LB1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1736+STABILITY: SURFACE MOTION
 LB1736
 LB1736  HISTORY     - Date     Condition        Report By
 LB1736  HISTORY     - 1946     MONUMENTED       CGS
 LB1736
 LB1736                          STATION DESCRIPTION
 LB1736
 LB1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1736'1.1 MI W FROM RAINSVILLE.
 LB1736'ABOUT 1.1 MILE WEST ALONG A BLACK TOP ROAD FROM THE PINE TOWNSHIP
 LB1736'SCHOOL AT RAINSVILLE, AT A GRAVEL ROAD LEADING NORTH, 60 FEET
 LB1736'EAST OF THE CENTER LINE OF THE ROAD NORTH, 27 FEET NORTH OF THE
 LB1736'CENTER LINE OF THE ROAD, 37 FEET EAST OF A FENCE CORNER, AND
 LB1736'ABOUT LEVEL WITH THE ROAD, A STANDARD DISK, STAMPED Z 100 1946
 LB1736'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LB1736'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0890 ***********************************************************************
 KA0890  DESIGNATION -  Z 101
 KA0890  PID         -  KA0890
 KA0890  STATE/COUNTY-  IN/MONTGOMERY
 KA0890  COUNTRY     -  US
 KA0890  USGS QUAD   -  BELLMORE (2019)
 KA0890
 KA0890                         *CURRENT SURVEY CONTROL
 KA0890  ______________________________________________________________________
 KA0890* NAD 83(1986) POSITION- 39 52 21.     (N) 087 03 52.     (W)   SCALED
 KA0890* NAVD 88 ORTHO HEIGHT -   212.056 (meters)      695.72  (feet) ADJUSTED
 KA0890  ______________________________________________________________________
 KA0890  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 KA0890  DYNAMIC HEIGHT  -        211.937 (meters)      695.33  (feet) COMP
 KA0890  MODELED GRAVITY -    980,062.1   (mgal)                       NAVD 88
 KA0890
 KA0890  VERT ORDER      -  SECOND    CLASS 0
 KA0890
 KA0890.The horizontal coordinates were scaled from a map and have
 KA0890.an estimated accuracy of +/- 6 seconds.
 KA0890
 KA0890.The orthometric height was determined by differential leveling and
 KA0890.adjusted by the NATIONAL GEODETIC SURVEY
 KA0890.in June 1991.
 KA0890
 KA0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0890.GEOID18 height accuracy estimate available here.
 KA0890
 KA0890.Click photographs - Photos may exist for this station.
 KA0890
 KA0890.The dynamic height is computed by dividing the NAVD 88
 KA0890.geopotential number by the normal gravity value computed on the
 KA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0890.degrees latitude (g = 980.6199 gals.).
 KA0890
 KA0890.The modeled gravity was interpolated from observed gravity values.
 KA0890
 KA0890;                    North         East    Units  Estimated Accuracy
 KA0890;SPC IN W     -   513,360.      901,620.      MT  (+/- 180 meters Scaled)
 KA0890
 KA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK944136(NAD 83)
 KA0890
 KA0890                          SUPERSEDED SURVEY CONTROL
 KA0890
 KA0890  NGVD 29 (??/??/92)  212.147  (m)          696.02   (f) ADJ UNCH    2 0
 KA0890
 KA0890.Superseded values are not recommended for survey control.
 KA0890
 KA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0890.See file dsdata.pdf to determine how the superseded data were derived.
 KA0890
 KA0890_MARKER: DB = BENCH MARK DISK
 KA0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0890_SP_SET: BRIDGE
 KA0890_STAMPING: Z 101 1946
 KA0890_MARK LOGO: CGS
 KA0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0890
 KA0890  HISTORY     - Date     Condition        Report By
 KA0890  HISTORY     - 1946     MONUMENTED       CGS
 KA0890
 KA0890                          STATION DESCRIPTION
 KA0890
 KA0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0890'1.3 MI SW FROM WAVELAND.
 KA0890'1.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA0890'STATION AT WAVELAND, MONTGOMERY COUNTY, 7.4 FEET SOUTHEAST OF
 KA0890'MILEPOST 36, 18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 KA0890'13 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3.8 FEET NORTHWEST OF
 KA0890'A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 KA0890'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 101 1946
 KA0890'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 KA0890'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1004 ***********************************************************************
 KA1004  DESIGNATION -  Z 102
 KA1004  PID         -  KA1004
 KA1004  STATE/COUNTY-  IN/MONTGOMERY
 KA1004  COUNTRY     -  US
 KA1004  USGS QUAD   -  ALAMO (2019)
 KA1004
 KA1004                         *CURRENT SURVEY CONTROL
 KA1004  ______________________________________________________________________
 KA1004* NAD 83(1986) POSITION- 39 57 36.     (N) 087 05 25.     (W)   SCALED
 KA1004* NAVD 88 ORTHO HEIGHT -   227.171 (meters)      745.31  (feet) ADJUSTED
 KA1004  ______________________________________________________________________
 KA1004  GEOID HEIGHT    -        -33.293 (meters)                     GEOID18
 KA1004  DYNAMIC HEIGHT  -        227.047 (meters)      744.90  (feet) COMP
 KA1004  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 KA1004
 KA1004  VERT ORDER      -  SECOND    CLASS 0
 KA1004
 KA1004.The horizontal coordinates were scaled from a map and have
 KA1004.an estimated accuracy of +/- 6 seconds.
 KA1004
 KA1004.The orthometric height was determined by differential leveling and
 KA1004.adjusted by the NATIONAL GEODETIC SURVEY
 KA1004.in June 1991.
 KA1004
 KA1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1004.GEOID18 height accuracy estimate available here.
 KA1004
 KA1004.Click photographs - Photos may exist for this station.
 KA1004
 KA1004.The dynamic height is computed by dividing the NAVD 88
 KA1004.geopotential number by the normal gravity value computed on the
 KA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1004.degrees latitude (g = 980.6199 gals.).
 KA1004
 KA1004.The modeled gravity was interpolated from observed gravity values.
 KA1004
 KA1004;                    North         East    Units  Estimated Accuracy
 KA1004;SPC IN W     -   523,080.      899,410.      MT  (+/- 180 meters Scaled)
 KA1004
 KA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK922233(NAD 83)
 KA1004
 KA1004                          SUPERSEDED SURVEY CONTROL
 KA1004
 KA1004  NGVD 29 (??/??/92)  227.252  (m)          745.58   (f) ADJ UNCH    2 0
 KA1004
 KA1004.Superseded values are not recommended for survey control.
 KA1004
 KA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1004.See file dsdata.pdf to determine how the superseded data were derived.
 KA1004
 KA1004_MARKER: DB = BENCH MARK DISK
 KA1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1004_STAMPING: Z 102 1946
 KA1004_MARK LOGO: CGS
 KA1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1004+STABILITY: SURFACE MOTION
 KA1004
 KA1004  HISTORY     - Date     Condition        Report By
 KA1004  HISTORY     - 1946     MONUMENTED       CGS
 KA1004
 KA1004                          STATION DESCRIPTION
 KA1004
 KA1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1004'10.7 MI E FROM KINGMAN.
 KA1004'ABOUT 10.7 MILES EAST ALONG STATE HIGHWAY 234 FROM THE POST
 KA1004'OFFICE AT KINGMAN, AT A RIGHT ANGLE TURN IN THE HIGHWAY WITH
 KA1004'TANGENTS EXTENDING NORTH AND EAST, AT THE MONTGOMERY-FOUNTAIN
 KA1004'COUNTY LINE, 17.5 FEET EAST OF THE CENTER LINE OF THE NORTH
 KA1004'TANGENT OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF THE
 KA1004'EAST TANGENT OF THE HIGHWAY, 35 FEET SOUTHEAST OF THE CENTER OF
 KA1004'A GATE TO A FARM, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 KA1004'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- THIS
 KA1004'MARK MAY BE REACHED FROM THE GRAIN ELEVATOR AT BROWNS VALLEY BY
 KA1004'GOING 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 234, THENCE ABOUT
 KA1004'9.3 MILES NORTHWEST ALONG STATE HIGHWAY 234.  A STANDARD DISK,
 KA1004'STAMPED Z 102 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA1004'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1753 ***********************************************************************
 LB1753  DESIGNATION -  Z 103
 LB1753  PID         -  LB1753
 LB1753  STATE/COUNTY-  IN/FOUNTAIN
 LB1753  COUNTRY     -  US
 LB1753  USGS QUAD   -  PERRYSVILLE (2019)
 LB1753
 LB1753                         *CURRENT SURVEY CONTROL
 LB1753  ______________________________________________________________________
 LB1753* NAD 83(1986) POSITION- 40 02 57.     (N) 087 24 39.     (W)   SCALED
 LB1753* NAVD 88 ORTHO HEIGHT -   196.464 (meters)      644.57  (feet) ADJUSTED
 LB1753  ______________________________________________________________________
 LB1753  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 LB1753  DYNAMIC HEIGHT  -        196.362 (meters)      644.23  (feet) COMP
 LB1753  MODELED GRAVITY -    980,103.3   (mgal)                       NAVD 88
 LB1753
 LB1753  VERT ORDER      -  SECOND    CLASS 0
 LB1753
 LB1753.The horizontal coordinates were scaled from a map and have
 LB1753.an estimated accuracy of +/- 6 seconds.
 LB1753
 LB1753.The orthometric height was determined by differential leveling and
 LB1753.adjusted by the NATIONAL GEODETIC SURVEY
 LB1753.in June 1991.
 LB1753
 LB1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1753.GEOID18 height accuracy estimate available here.
 LB1753
 LB1753.Click photographs - Photos may exist for this station.
 LB1753
 LB1753.The dynamic height is computed by dividing the NAVD 88
 LB1753.geopotential number by the normal gravity value computed on the
 LB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1753.degrees latitude (g = 980.6199 gals.).
 LB1753
 LB1753.The modeled gravity was interpolated from observed gravity values.
 LB1753
 LB1753;                    North         East    Units  Estimated Accuracy
 LB1753;SPC IN W     -   533,030.      872,050.      MT  (+/- 180 meters Scaled)
 LB1753
 LB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK649332(NAD 83)
 LB1753
 LB1753                          SUPERSEDED SURVEY CONTROL
 LB1753
 LB1753  NGVD 29 (??/??/92)  196.519  (m)          644.75   (f) ADJ UNCH    2 0
 LB1753
 LB1753.Superseded values are not recommended for survey control.
 LB1753
 LB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1753.See file dsdata.pdf to determine how the superseded data were derived.
 LB1753
 LB1753_MARKER: DB = BENCH MARK DISK
 LB1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1753_STAMPING: Z 103 1946
 LB1753_MARK LOGO: CGS
 LB1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1753+STABILITY: SURFACE MOTION
 LB1753
 LB1753  HISTORY     - Date     Condition        Report By
 LB1753  HISTORY     - 1946     MONUMENTED       CGS
 LB1753
 LB1753                          STATION DESCRIPTION
 LB1753
 LB1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1753'1.4 MI E FROM PERRYSVILLE.
 LB1753'ABOUT 1.4 MILE EAST ALONG A GRAVEL ROAD LEADING ACROSS THE WABASH
 LB1753'RIVER FROM THE HIGH SCHOOL AT PERRYSVILLE, 1.0 MILE EAST OF THE
 LB1753'EAST END OF THE BRIDGE ACROSS THE WABASH RIVER, 0.45 MILE EAST
 LB1753'OF A CROSS ROAD, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LB1753'A FARM HOUSE, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB1753'DOUBLE GARAGE, 33 FEET EAST OF A FENCE CORNER, 18 FEET NORTH OF
 LB1753'AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH
 LB1753'OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 LB1753'A STANDARD DISK, STAMPED Z 103 1946.  THIS MARK MAY BE REACHED
 LB1753'FROM SILVERWOOD BY GOING ABOUT 6.55 MILES NORTH ALONG A GRAVEL
 LB1753'ROAD FROM ITS JUNCTION WITH STATE HIGHWAY 234 AT THE NORTHEAST
 LB1753'CITY LIMITS, THENCE ABOUT 0.6 MILE WEST ALONG A GRAVEL ROAD
 LB1753'LEADING TO PERRYSVILLE.  SET IN THE TOP OF A CONCRETE POST
 LB1753'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0638 ***********************************************************************
 KA0638  DESIGNATION -  Z 104
 KA0638  PID         -  KA0638
 KA0638  STATE/COUNTY-  IN/MONTGOMERY
 KA0638  COUNTRY     -  US
 KA0638  USGS QUAD   -  NEW MARKET (2019)
 KA0638
 KA0638                         *CURRENT SURVEY CONTROL
 KA0638  ______________________________________________________________________
 KA0638* NAD 83(1986) POSITION- 39 58 51.     (N) 086 54 46.     (W)   SCALED
 KA0638* NAVD 88 ORTHO HEIGHT -   243.323 (meters)      798.30  (feet) ADJUSTED
 KA0638  ______________________________________________________________________
 KA0638  GEOID HEIGHT    -        -33.364 (meters)                     GEOID18
 KA0638  DYNAMIC HEIGHT  -        243.190 (meters)      797.87  (feet) COMP
 KA0638  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 KA0638
 KA0638  VERT ORDER      -  SECOND    CLASS 0
 KA0638
 KA0638.This mark is at Crawfordville Airport (CFJ)
 KA0638
 KA0638.The horizontal coordinates were scaled from a map and have
 KA0638.an estimated accuracy of +/- 6 seconds.
 KA0638
 KA0638.The orthometric height was determined by differential leveling and
 KA0638.adjusted by the NATIONAL GEODETIC SURVEY
 KA0638.in June 1991.
 KA0638
 KA0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0638.GEOID18 height accuracy estimate available here.
 KA0638
 KA0638.Click photographs - Photos may exist for this station.
 KA0638
 KA0638.The dynamic height is computed by dividing the NAVD 88
 KA0638.geopotential number by the normal gravity value computed on the
 KA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0638.degrees latitude (g = 980.6199 gals.).
 KA0638
 KA0638.The modeled gravity was interpolated from observed gravity values.
 KA0638
 KA0638;                    North         East    Units  Estimated Accuracy
 KA0638;SPC IN W     -   525,400.      914,570.      MT  (+/- 180 meters Scaled)
 KA0638
 KA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK074256(NAD 83)
 KA0638
 KA0638                          SUPERSEDED SURVEY CONTROL
 KA0638
 KA0638  NGVD 29 (??/??/92)  243.419  (m)          798.62   (f) ADJ UNCH    2 0
 KA0638
 KA0638.Superseded values are not recommended for survey control.
 KA0638
 KA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0638.See file dsdata.pdf to determine how the superseded data were derived.
 KA0638
 KA0638_MARKER: DB = BENCH MARK DISK
 KA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0638_STAMPING: Z 104 1946
 KA0638_MARK LOGO: CGS
 KA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0638+STABILITY: SURFACE MOTION
 KA0638
 KA0638  HISTORY     - Date     Condition        Report By
 KA0638  HISTORY     - 1946     MONUMENTED       CGS
 KA0638
 KA0638                          STATION DESCRIPTION
 KA0638
 KA0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0638'4.6 MI SW FROM CRAWFORDSVILLE.
 KA0638'4.1 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE COURTHOUSE AT
 KA0638'CRAWFORDSVILLE, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, AT THE
 KA0638'NORTHEAST CORNER OF CRAWFORDSVILLE MUNICIPAL AIRPORT, 36 FEET
 KA0638'SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 19 FEET SOUTH OF A
 KA0638'FENCE CORNER 2 FEET WEST OF A WIRE GATE, 2 FEET EAST OF A WHITE
 KA0638'WOODEN WITNESS POST, AND LEVEL WITH THE GRAVEL ROAD.  A STANDARD
 KA0638'DISK, STAMPED Z 104 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0638'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1314 ***********************************************************************
 LB1314  DESIGNATION -  Z 105
 LB1314  PID         -  LB1314
 LB1314  STATE/COUNTY-  IN/NEWTON
 LB1314  COUNTRY     -  US
 LB1314  USGS QUAD   -  MOUNT AYR (2019)
 LB1314
 LB1314                         *CURRENT SURVEY CONTROL
 LB1314  ______________________________________________________________________
 LB1314* NAD 83(1986) POSITION- 40 58 10.     (N) 087 17 33.     (W)   SCALED
 LB1314* NAVD 88 ORTHO HEIGHT -   209.111 (meters)      686.06  (feet) ADJUSTED
 LB1314  ______________________________________________________________________
 LB1314  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 LB1314  DYNAMIC HEIGHT  -        209.021 (meters)      685.76  (feet) COMP
 LB1314  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 LB1314
 LB1314  VERT ORDER      -  SECOND    CLASS 0
 LB1314
 LB1314.The horizontal coordinates were scaled from a map and have
 LB1314.an estimated accuracy of +/- 6 seconds.
 LB1314
 LB1314.The orthometric height was determined by differential leveling and
 LB1314.adjusted by the NATIONAL GEODETIC SURVEY
 LB1314.in June 1991.
 LB1314
 LB1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1314.GEOID18 height accuracy estimate available here.
 LB1314
 LB1314.Click photographs - Photos may exist for this station.
 LB1314
 LB1314.The dynamic height is computed by dividing the NAVD 88
 LB1314.geopotential number by the normal gravity value computed on the
 LB1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1314.degrees latitude (g = 980.6199 gals.).
 LB1314
 LB1314.The modeled gravity was interpolated from observed gravity values.
 LB1314
 LB1314;                    North         East    Units  Estimated Accuracy
 LB1314;SPC IN W     -   635,190.      882,390.      MT  (+/- 180 meters Scaled)
 LB1314
 LB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL753354(NAD 83)
 LB1314
 LB1314                          SUPERSEDED SURVEY CONTROL
 LB1314
 LB1314  NGVD 29 (??/??/92)  209.191  (m)          686.32   (f) ADJ UNCH    2 0
 LB1314
 LB1314.Superseded values are not recommended for survey control.
 LB1314
 LB1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1314.See file dsdata.pdf to determine how the superseded data were derived.
 LB1314
 LB1314_MARKER: DB = BENCH MARK DISK
 LB1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1314_STAMPING: Z 105 1946
 LB1314_MARK LOGO: CGS
 LB1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1314+STABILITY: SURFACE MOTION
 LB1314
 LB1314  HISTORY     - Date     Condition        Report By
 LB1314  HISTORY     - 1946     MONUMENTED       CGS
 LB1314  HISTORY     - 20061219 MARK NOT FOUND   BFSINC
 LB1314
 LB1314                          STATION DESCRIPTION
 LB1314
 LB1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1314'1.4 MI N FROM MT AYR.
 LB1314'ABOUT 1.4 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL BUILDING
 LB1314'AT MT. AYR, ABOUT 1.2 MILE NORTH OF THE JUNCTION WITH STATE
 LB1314'HIGHWAY 55, 0.2 MILE NORTH OF A T JUNCTION WITH AN EAST-WEST
 LB1314'ROAD, AT THE THIRD RIGHT-ANGLE TURN NORTH OF MT. AYR, (THE
 LB1314'TURN HAVING TANGENTS EXTENDING EAST AND SOUTH), 14 FEET NORTH
 LB1314'OF THE CENTER LINE OF THE EAST TANGENT, 59 FEET EAST OF THE
 LB1314'EXTENDED CENTER LINE OF THE SOUTH TANGENT, 3 FEET SOUTHEAST OF
 LB1314'REA POWER LINE POLE NUMBER 3N-8, SET IN THE TOP OF A CONCRETE
 LB1314'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
 LB1314
 LB1314                          STATION RECOVERY (2006)
 LB1314
 LB1314'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2006 (JRC)
 LB1314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1405 ***********************************************************************
 LB1405  DESIGNATION -  Z 106 RESET
 LB1405  PID         -  LB1405
 LB1405  STATE/COUNTY-  IN/NEWTON
 LB1405  COUNTRY     -  US
 LB1405  USGS QUAD   -  KENTLAND (2019)
 LB1405
 LB1405                         *CURRENT SURVEY CONTROL
 LB1405  ______________________________________________________________________
 LB1405* NAD 83(1986) POSITION- 40 51 57.     (N) 087 26 01.     (W)   SCALED
 LB1405* NAVD 88 ORTHO HEIGHT -   200.20  (meters)      656.8   (feet) RESET
 LB1405  ______________________________________________________________________
 LB1405  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 LB1405  VERT ORDER      -  THIRD
 LB1405
 LB1405.The horizontal coordinates were scaled from a map and have
 LB1405.an estimated accuracy of +/- 6 seconds.
 LB1405
 LB1405.The orthometric height was computed from unverified reset data.
 LB1405
 LB1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1405.GEOID18 height accuracy estimate available here.
 LB1405
 LB1405.Click photographs - Photos may exist for this station.
 LB1405
 LB1405;                    North         East    Units  Estimated Accuracy
 LB1405;SPC IN W     -   623,720.      870,470.      MT  (+/- 180 meters Scaled)
 LB1405
 LB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL634239(NAD 83)
 LB1405
 LB1405                          SUPERSEDED SURVEY CONTROL
 LB1405
 LB1405  NGVD 29 (??/??/??)  200.27   (m)          657.1    (f) RESET       3  
 LB1405
 LB1405.Superseded values are not recommended for survey control.
 LB1405
 LB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1405.See file dsdata.pdf to determine how the superseded data were derived.
 LB1405
 LB1405_MARKER: DB = BENCH MARK DISK
 LB1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1405_STAMPING: Z 106 1946 RESET 1953
 LB1405_MARK LOGO: CGS
 LB1405_PROJECTION: PROJECTING 10 CENTIMETERS
 LB1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1405+STABILITY: SURFACE MOTION
 LB1405
 LB1405  HISTORY     - Date     Condition        Report By
 LB1405  HISTORY     - 1953     MONUMENTED       CGS
 LB1405  HISTORY     - 20080921 MARK NOT FOUND   GEOCAC
 LB1405
 LB1405                          STATION DESCRIPTION
 LB1405
 LB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LB1405'5 MI S FROM MOROCCO.
 LB1405'THE BENCH MARK IS LOCATED ABOUT 7 MILES NORTH OF KENTLAND AND ABOUT
 LB1405'5 MILES SOUTH OF MOROCCO.  IT IS AT THE INTERSECTION OF U.S.
 LB1405'HIGHWAY 41 AND STATE HIGHWAY 16.  IT IS 175 FEET SOUTHWEST OF
 LB1405'THE INTERSECTION OF HIGHWAY 41 AND HIGHWAY 16, 120 FEET SOUTH
 LB1405'OF THE CENTER OF HIGHWAY 16, 65 FEET EAST OF THE CENTER OF HIGHWAY
 LB1405'41 AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 LB1405'ABOUT 4 INCHES AND THE DISK IS STAMPED Z 106 1946 RESET 1953.
 LB1405
 LB1405                          STATION RECOVERY (2008)
 LB1405
 LB1405'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1422 ***********************************************************************
 LB1422  DESIGNATION -  Z 107
 LB1422  PID         -  LB1422
 LB1422  STATE/COUNTY-  IN/JASPER
 LB1422  COUNTRY     -  US
 LB1422  USGS QUAD   -  WOLCOTT (2019)
 LB1422
 LB1422                         *CURRENT SURVEY CONTROL
 LB1422  ______________________________________________________________________
 LB1422* NAD 83(1986) POSITION- 40 51 59.     (N) 087 07 09.     (W)   SCALED
 LB1422* NAVD 88 ORTHO HEIGHT -   204.441 (meters)      670.74  (feet) ADJUSTED
 LB1422  ______________________________________________________________________
 LB1422  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 LB1422  DYNAMIC HEIGHT  -        204.351 (meters)      670.44  (feet) COMP
 LB1422  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LB1422
 LB1422  VERT ORDER      -  SECOND    CLASS 0
 LB1422
 LB1422.The horizontal coordinates were scaled from a map and have
 LB1422.an estimated accuracy of +/- 6 seconds.
 LB1422
 LB1422.The orthometric height was determined by differential leveling and
 LB1422.adjusted by the NATIONAL GEODETIC SURVEY
 LB1422.in June 1991.
 LB1422
 LB1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1422.GEOID18 height accuracy estimate available here.
 LB1422
 LB1422.Click photographs - Photos may exist for this station.
 LB1422
 LB1422.The dynamic height is computed by dividing the NAVD 88
 LB1422.geopotential number by the normal gravity value computed on the
 LB1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1422.degrees latitude (g = 980.6199 gals.).
 LB1422
 LB1422.The modeled gravity was interpolated from observed gravity values.
 LB1422
 LB1422;                    North         East    Units  Estimated Accuracy
 LB1422;SPC IN W     -   623,720.      896,980.      MT  (+/- 180 meters Scaled)
 LB1422
 LB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL899239(NAD 83)
 LB1422
 LB1422                          SUPERSEDED SURVEY CONTROL
 LB1422
 LB1422  NGVD 29 (??/??/92)  204.526  (m)          671.02   (f) ADJ UNCH    2 0
 LB1422
 LB1422.Superseded values are not recommended for survey control.
 LB1422
 LB1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1422.See file dsdata.pdf to determine how the superseded data were derived.
 LB1422
 LB1422_MARKER: DB = BENCH MARK DISK
 LB1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1422_STAMPING: Z 107 1946
 LB1422_MARK LOGO: CGS
 LB1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1422+STABILITY: SURFACE MOTION
 LB1422
 LB1422  HISTORY     - Date     Condition        Report By
 LB1422  HISTORY     - 1946     MONUMENTED       CGS
 LB1422  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 LB1422  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 LB1422  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1422
 LB1422                          STATION DESCRIPTION
 LB1422
 LB1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1422'9.2 MI E FROM FORESMAN.
 LB1422'ABOUT 9.25 MILES EAST ALONG STATE HIGHWAY 16 FROM BROWNS STORE AT
 LB1422'FORESMAN, IN THE SOUTHWEST QUARTER OF A CROSS ROAD, 39 FEET
 LB1422'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET WEST OF THE CENTER
 LB1422'LINE OF THE ROAD LEADING SOUTH, 19.5 FEET WEST OF A FENCE CORNER,
 LB1422'1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN THE TOP
 LB1422'OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT 2 FEET HIGHER
 LB1422'THAN HIGHWAY LEVEL.
 LB1422
 LB1422                          STATION RECOVERY (2007)
 LB1422
 LB1422'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 LB1422'MARK NOT FOUND.
 LB1422
 LB1422                          STATION RECOVERY (2008)
 LB1422
 LB1422'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 LB1422'MARK NOT FOUND.
 LB1422
 LB1422                          STATION RECOVERY (2012)
 LB1422
 LB1422'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1372 ***********************************************************************
 LB1372  DESIGNATION -  Z 108
 LB1372  PID         -  LB1372
 LB1372  STATE/COUNTY-  IN/WHITE
 LB1372  COUNTRY     -  US
 LB1372  USGS QUAD   -  WOLCOTT (2019)
 LB1372
 LB1372                         *CURRENT SURVEY CONTROL
 LB1372  ______________________________________________________________________
 LB1372* NAD 83(1986) POSITION- 40 46 47.     (N) 087 00 18.     (W)   SCALED
 LB1372* NAVD 88 ORTHO HEIGHT -   213.031 (meters)      698.92  (feet) ADJUSTED
 LB1372  ______________________________________________________________________
 LB1372  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 LB1372  DYNAMIC HEIGHT  -        212.934 (meters)      698.60  (feet) COMP
 LB1372  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 LB1372
 LB1372  VERT ORDER      -  SECOND    CLASS 0
 LB1372
 LB1372.The horizontal coordinates were scaled from a map and have
 LB1372.an estimated accuracy of +/- 6 seconds.
 LB1372
 LB1372.The orthometric height was determined by differential leveling and
 LB1372.adjusted by the NATIONAL GEODETIC SURVEY
 LB1372.in June 1991.
 LB1372
 LB1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1372.GEOID18 height accuracy estimate available here.
 LB1372
 LB1372.Click photographs - Photos may exist for this station.
 LB1372
 LB1372.The dynamic height is computed by dividing the NAVD 88
 LB1372.geopotential number by the normal gravity value computed on the
 LB1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1372.degrees latitude (g = 980.6199 gals.).
 LB1372
 LB1372.The modeled gravity was interpolated from observed gravity values.
 LB1372
 LB1372;                    North         East    Units  Estimated Accuracy
 LB1372;SPC IN W     -   614,100.      906,610.      MT  (+/- 180 meters Scaled)
 LB1372
 LB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995143(NAD 83)
 LB1372
 LB1372                          SUPERSEDED SURVEY CONTROL
 LB1372
 LB1372  NGVD 29 (??/??/92)  213.118  (m)          699.20   (f) ADJ UNCH    2 0
 LB1372
 LB1372.Superseded values are not recommended for survey control.
 LB1372
 LB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1372.See file dsdata.pdf to determine how the superseded data were derived.
 LB1372
 LB1372_MARKER: DB = BENCH MARK DISK
 LB1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1372_STAMPING: Z 108 1946
 LB1372_MARK LOGO: CGS
 LB1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1372+STABILITY: SURFACE MOTION
 LB1372
 LB1372  HISTORY     - Date     Condition        Report By
 LB1372  HISTORY     - 1946     MONUMENTED       CGS
 LB1372
 LB1372                          STATION DESCRIPTION
 LB1372
 LB1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1372'3.6 MI NE FROM WOLCOTT.
 LB1372'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1372'STATION AT WOLCOTT, THENCE 1.6 MILE NORTH ALONG A DIRT AND
 LB1372'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF A CROSS ROAD, 37 FEET
 LB1372'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 15 FEET EAST
 LB1372'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 68 FEET NORTHEAST
 LB1372'AND ACROSS THE INTERSECTION FROM A REA POWER POLE NUMBER 15 B3A,
 LB1372'17.6 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE
 LB1372'LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LB1372'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1363 ***********************************************************************
 LB1363  DESIGNATION -  Z 109
 LB1363  PID         -  LB1363
 LB1363  STATE/COUNTY-  IN/JASPER
 LB1363  COUNTRY     -  US
 LB1363  USGS QUAD   -  MCCOYSBURG (2019)
 LB1363
 LB1363                         *CURRENT SURVEY CONTROL
 LB1363  ______________________________________________________________________
 LB1363* NAD 83(1986) POSITION- 40 58 50.     (N) 087 00 10.     (W)   SCALED
 LB1363* NAVD 88 ORTHO HEIGHT -   206.023 (meters)      675.93  (feet) ADJUSTED
 LB1363  ______________________________________________________________________
 LB1363  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 LB1363  DYNAMIC HEIGHT  -        205.933 (meters)      675.63  (feet) COMP
 LB1363  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 LB1363
 LB1363  VERT ORDER      -  SECOND    CLASS 0
 LB1363
 LB1363.The horizontal coordinates were scaled from a map and have
 LB1363.an estimated accuracy of +/- 6 seconds.
 LB1363
 LB1363.The orthometric height was determined by differential leveling and
 LB1363.adjusted by the NATIONAL GEODETIC SURVEY
 LB1363.in June 1991.
 LB1363
 LB1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1363.GEOID18 height accuracy estimate available here.
 LB1363
 LB1363.Click photographs - Photos may exist for this station.
 LB1363
 LB1363.The dynamic height is computed by dividing the NAVD 88
 LB1363.geopotential number by the normal gravity value computed on the
 LB1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1363.degrees latitude (g = 980.6199 gals.).
 LB1363
 LB1363.The modeled gravity was interpolated from observed gravity values.
 LB1363
 LB1363;                    North         East    Units  Estimated Accuracy
 LB1363;SPC IN W     -   636,400.      906,780.      MT  (+/- 180 meters Scaled)
 LB1363
 LB1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL997365(NAD 83)
 LB1363
 LB1363                          SUPERSEDED SURVEY CONTROL
 LB1363
 LB1363  NGVD 29 (??/??/92)  206.117  (m)          676.24   (f) ADJ UNCH    2 0
 LB1363
 LB1363.Superseded values are not recommended for survey control.
 LB1363
 LB1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1363.See file dsdata.pdf to determine how the superseded data were derived.
 LB1363
 LB1363_MARKER: DB = BENCH MARK DISK
 LB1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1363_STAMPING: Z 109 1946
 LB1363_MARK LOGO: CGS
 LB1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1363+STABILITY: SURFACE MOTION
 LB1363
 LB1363  HISTORY     - Date     Condition        Report By
 LB1363  HISTORY     - 1946     MONUMENTED       CGS
 LB1363  HISTORY     - 20120327 MARK NOT FOUND   IN-073
 LB1363
 LB1363                          STATION DESCRIPTION
 LB1363
 LB1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1363'4.2 MI NW FROM HANGING GROVE.
 LB1363'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 114 FROM THE SCHOOL AND
 LB1363'CROSS ROADS AT HANGING GROVE, THENCE 3.2 MILES NORTH ALONG A
 LB1363'GRAVEL ROAD, 236 FEET SOUTH OF THE SOUTH END OF A 75-FOOT
 LB1363'STEEL BRIDGE, 44 FEET NORTH OF A T FENCE CORNER IN THE EAST
 LB1363'RIGHT-OF-WAY FENCE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LB1363'21.7 FEET NORTH OF THE NORTH GATE POST AT A FIELD ENTRANCE, 1
 LB1363'FOOT WEST OF A WIRE FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND
 LB1363'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 LB1363
 LB1363                          STATION RECOVERY (2012)
 LB1363
 LB1363'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 LB1363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0938 ***********************************************************************
 JA0938  DESIGNATION -  Z 11
 JA0938  PID         -  JA0938
 JA0938  STATE/COUNTY-  IN/PIKE
 JA0938  COUNTRY     -  US
 JA0938  USGS QUAD   -  SANDY HOOK (2019)
 JA0938
 JA0938                         *CURRENT SURVEY CONTROL
 JA0938  ______________________________________________________________________
 JA0938* NAD 83(1986) POSITION- 38 32 19.     (N) 087 13 24.     (W)   SCALED
 JA0938* NAVD 88 ORTHO HEIGHT -   135.536 (meters)      444.67  (feet) POSTED
 JA0938  ______________________________________________________________________
 JA0938  GEOID HEIGHT    -        -32.145 (meters)                     GEOID18
 JA0938  DYNAMIC HEIGHT  -        135.45  (meters)      444.4   (feet) COMP
 JA0938  MODELED GRAVITY -    979,978.1   (mgal)                       NAVD 88
 JA0938
 JA0938  VERT ORDER      -  * POSTED, SEE BELOW
 JA0938
 JA0938.The horizontal coordinates were scaled from a map and have
 JA0938.an estimated accuracy of +/- 6 seconds.
 JA0938
 JA0938.The orthometric height was determined by differential leveling
 JA0938.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JA0938
 JA0938.* This is a POSTED BENCH MARK height.
 JA0938
 JA0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0938.GEOID18 height accuracy estimate available here.
 JA0938
 JA0938.Click photographs - Photos may exist for this station.
 JA0938
 JA0938.The dynamic height is computed by dividing the NAVD 88
 JA0938.geopotential number by the normal gravity value computed on the
 JA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0938.degrees latitude (g = 980.6199 gals.).
 JA0938
 JA0938.The modeled gravity was interpolated from observed gravity values.
 JA0938
 JA0938;                    North         East    Units  Estimated Accuracy
 JA0938;SPC IN W     -   365,290.      887,790.      MT  (+/- 180 meters Scaled)
 JA0938
 JA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH805656(NAD 83)
 JA0938
 JA0938                          SUPERSEDED SURVEY CONTROL
 JA0938
 JA0938  NGVD 29 (??/??/92)  135.674  (m)          445.12   (f) ADJ UNCH    1 2
 JA0938
 JA0938.Superseded values are not recommended for survey control.
 JA0938
 JA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0938.See file dsdata.pdf to determine how the superseded data were derived.
 JA0938
 JA0938_MARKER: DB = BENCH MARK DISK
 JA0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0938_STAMPING: Z 11 1930
 JA0938_MARK LOGO: CGS
 JA0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0938+STABILITY: SURFACE MOTION
 JA0938
 JA0938  HISTORY     - Date     Condition        Report By
 JA0938  HISTORY     - 1930     MONUMENTED       CGS
 JA0938  HISTORY     - 1965     GOOD             CGS
 JA0938  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0938
 JA0938                          STATION DESCRIPTION
 JA0938
 JA0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0938'5.6 MI NE FROM PETERSBURG.
 JA0938'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0938'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0938'STREET, THENCE 5.25 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0938'RAILROAD TO A RAILROAD BRIDGE, THENCE 223 FEET SOUTHWEST TO A
 JA0938'STEEL AND CONCRETE HIGHWAY BRIDGE OVER THE EAST FORK OF WHITE
 JA0938'RIVER, SET IN THE TOP OF A CONCRETE POST IN THE GUARDRAIL OF
 JA0938'THE BRIDGE, 22 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 JA0938'GUARDRAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JA0938'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JA0938
 JA0938                          STATION RECOVERY (1985)
 JA0938
 JA0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0938'THERE IS A NEW BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0746 ***********************************************************************
 ME0746  DESIGNATION -  Z 110
 ME0746  PID         -  ME0746
 ME0746  STATE/COUNTY-  IN/JASPER
 ME0746  COUNTRY     -  US
 ME0746  USGS QUAD   -  MEDARYVILLE (2019)
 ME0746
 ME0746                         *CURRENT SURVEY CONTROL
 ME0746  ______________________________________________________________________
 ME0746* NAD 83(1986) POSITION- 41 06 00.83   (N) 086 59 18.65   (W)   HD_HELD1
 ME0746* NAVD 88 ORTHO HEIGHT -   209.196 (meters)      686.34  (feet) ADJUSTED
 ME0746  ______________________________________________________________________
 ME0746  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 ME0746  DYNAMIC HEIGHT  -        209.105 (meters)      686.04  (feet) COMP
 ME0746  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 ME0746
 ME0746  VERT ORDER      -  SECOND    CLASS 0
 ME0746
 ME0746.The horizontal coordinates were determined by differentially corrected
 ME0746.hand held GPS observations or other comparable positioning techniques
 ME0746.and have an estimated accuracy of +/- 3 meters.
 ME0746
 ME0746.The orthometric height was determined by differential leveling and
 ME0746.adjusted by the NATIONAL GEODETIC SURVEY
 ME0746.in June 1991.
 ME0746
 ME0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0746.GEOID18 height accuracy estimate available here.
 ME0746
 ME0746.Click photographs - Photos may exist for this station.
 ME0746
 ME0746.The dynamic height is computed by dividing the NAVD 88
 ME0746.geopotential number by the normal gravity value computed on the
 ME0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0746.degrees latitude (g = 980.6199 gals.).
 ME0746
 ME0746.The modeled gravity was interpolated from observed gravity values.
 ME0746
 ME0746;                    North         East    Units  Estimated Accuracy
 ME0746;SPC IN W     -   649,693.2     907,965.3     MT  (+/- 3 meters HH1 GPS) 
 ME0746
 ME0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0096449883(NAD 83)
 ME0746
 ME0746                          SUPERSEDED SURVEY CONTROL
 ME0746
 ME0746  NGVD 29 (??/??/92)  209.292  (m)          686.65   (f) ADJ UNCH    2 0
 ME0746
 ME0746.Superseded values are not recommended for survey control.
 ME0746
 ME0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0746.See file dsdata.pdf to determine how the superseded data were derived.
 ME0746
 ME0746_MARKER: DB = BENCH MARK DISK
 ME0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0746_STAMPING: Z 110 1946
 ME0746_MARK LOGO: CGS
 ME0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0746+STABILITY: SURFACE MOTION
 ME0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0746+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 ME0746
 ME0746  HISTORY     - Date     Condition        Report By
 ME0746  HISTORY     - 1946     MONUMENTED       CGS
 ME0746  HISTORY     - 20120327 GOOD             IN-073
 ME0746
 ME0746                          STATION DESCRIPTION
 ME0746
 ME0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0746'6.4 MI NW FROM MEDARYVILLE.
 ME0746'ABOUT 1.4 MILE NORTH ALONG STATE HIGHWAY 43 FROM THE SCHOOL
 ME0746'BUILDING AT MEDARYVILLE, THENCE 5.0 MILES WEST ALONG A GRAVEL
 ME0746'ROAD, AT THE JUNCTION WITH A ROAD LEADING NORTH, 23 FEET WEST
 ME0746'OF THE CENTER LINE OF THE ROAD LEADING NORTH, 57 FEET NORTH OF
 ME0746'THE CENTER LINE OF THE EAST-WEST ROAD, 28 FEET NORTH OF A FENCE
 ME0746'CORNER, 90 FEET NORTHWEST AND ACROSS THE EAST-WEST ROAD FROM
 ME0746'POWER POLE NUMBER BO 193, ABOUT LEVEL WITH THE ROAD, SET IN THE
 ME0746'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0746'NOTE-- JASPER-PULASKI COUNTY LINE.
 ME0746
 ME0746                          STATION RECOVERY (2012)
 ME0746
 ME0746'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME0746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0894 ***********************************************************************
 LB0894  DESIGNATION -  Z 111
 LB0894  PID         -  LB0894
 LB0894  STATE/COUNTY-  IN/BOONE
 LB0894  COUNTRY     -  US
 LB0894  USGS QUAD   -  HAZELRIGG (2019)
 LB0894
 LB0894                         *CURRENT SURVEY CONTROL
 LB0894  ______________________________________________________________________
 LB0894* NAD 83(1986) POSITION- 40 03 17.     (N) 086 37 19.     (W)   SCALED
 LB0894* NAVD 88 ORTHO HEIGHT -   275.307 (meters)      903.24  (feet) ADJUSTED
 LB0894  ______________________________________________________________________
 LB0894  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 LB0894  DYNAMIC HEIGHT  -        275.157 (meters)      902.74  (feet) COMP
 LB0894  MODELED GRAVITY -    980,073.9   (mgal)                       NAVD 88
 LB0894
 LB0894  VERT ORDER      -  SECOND    CLASS 0
 LB0894
 LB0894.The horizontal coordinates were scaled from a map and have
 LB0894.an estimated accuracy of +/- 6 seconds.
 LB0894
 LB0894.The orthometric height was determined by differential leveling and
 LB0894.adjusted by the NATIONAL GEODETIC SURVEY
 LB0894.in June 1991.
 LB0894
 LB0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0894.GEOID18 height accuracy estimate available here.
 LB0894
 LB0894.Click photographs - Photos may exist for this station.
 LB0894
 LB0894.The dynamic height is computed by dividing the NAVD 88
 LB0894.geopotential number by the normal gravity value computed on the
 LB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0894.degrees latitude (g = 980.6199 gals.).
 LB0894
 LB0894.The modeled gravity was interpolated from observed gravity values.
 LB0894
 LB0894;                    North         East    Units  Estimated Accuracy
 LB0894;SPC IN W     -   533,700.      939,370.      MT  (+/- 180 meters Scaled)
 LB0894
 LB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK322338(NAD 83)
 LB0894
 LB0894                          SUPERSEDED SURVEY CONTROL
 LB0894
 LB0894  NGVD 29 (??/??/92)  275.410  (m)          903.57   (f) ADJ UNCH    2 0
 LB0894
 LB0894.Superseded values are not recommended for survey control.
 LB0894
 LB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0894.See file dsdata.pdf to determine how the superseded data were derived.
 LB0894
 LB0894_MARKER: DB = BENCH MARK DISK
 LB0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0894_SP_SET: BUILDING
 LB0894_STAMPING: Z 111 1946
 LB0894_MARK LOGO: CGS
 LB0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0894
 LB0894  HISTORY     - Date     Condition        Report By
 LB0894  HISTORY     - 1946     MONUMENTED       CGS
 LB0894  HISTORY     - 1977     GOOD             LOCENG
 LB0894  HISTORY     - 20131223 MARK NOT FOUND   GEOCAC
 LB0894
 LB0894                          STATION DESCRIPTION
 LB0894
 LB0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0894'AT DOVER.
 LB0894'AT DOVER, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 LB0894'CORNER OF THE JEFFERSON TOWNSHIP SCHOOL, 2.7 FEET EAST OF THE
 LB0894'SOUTHWEST CORNER OF THE BUILDING AND ABOUT 3.4 FEET ABOVE THE
 LB0894'GROUND.  A STANDARD DISK, STAMPED Z 111 1946.
 LB0894
 LB0894                          STATION RECOVERY (1977)
 LB0894
 LB0894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0894'RECOVERED IN GOOD CONDITION.
 LB0894
 LB0894                          STATION RECOVERY (2013)
 LB0894
 LB0894'RECOVERY NOTE BY GEOCACHING 2013 (RCF)
 LB0894'THE JEFFERSON TOWNSHIP SCHOOL HAS BEEN RAZED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0622 ***********************************************************************
 LB0622  DESIGNATION -  Z 112
 LB0622  PID         -  LB0622
 LB0622  STATE/COUNTY-  IN/BOONE
 LB0622  COUNTRY     -  US
 LB0622  USGS QUAD   -  LEBANON (2019)
 LB0622
 LB0622                         *CURRENT SURVEY CONTROL
 LB0622  ______________________________________________________________________
 LB0622* NAD 83(1986) POSITION- 40 02 47.     (N) 086 29 55.     (W)   SCALED
 LB0622* NAVD 88 ORTHO HEIGHT -   282.401 (meters)      926.51  (feet) ADJUSTED
 LB0622  ______________________________________________________________________
 LB0622  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 LB0622  DYNAMIC HEIGHT  -        282.245 (meters)      926.00  (feet) COMP
 LB0622  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 LB0622
 LB0622  VERT ORDER      -  SECOND    CLASS 0
 LB0622
 LB0622.The horizontal coordinates were scaled from a map and have
 LB0622.an estimated accuracy of +/- 6 seconds.
 LB0622
 LB0622.The orthometric height was determined by differential leveling and
 LB0622.adjusted by the NATIONAL GEODETIC SURVEY
 LB0622.in June 1991.
 LB0622
 LB0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0622.GEOID18 height accuracy estimate available here.
 LB0622
 LB0622.Click photographs - Photos may exist for this station.
 LB0622
 LB0622.The dynamic height is computed by dividing the NAVD 88
 LB0622.geopotential number by the normal gravity value computed on the
 LB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0622.degrees latitude (g = 980.6199 gals.).
 LB0622
 LB0622.The modeled gravity was interpolated from observed gravity values.
 LB0622
 LB0622;                    North         East    Units  Estimated Accuracy
 LB0622;SPC IN W     -   532,830.      949,900.      MT  (+/- 180 meters Scaled)
 LB0622
 LB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK427330(NAD 83)
 LB0622
 LB0622                          SUPERSEDED SURVEY CONTROL
 LB0622
 LB0622  NGVD 29 (??/??/92)  282.502  (m)          926.84   (f) ADJ UNCH    2 0
 LB0622
 LB0622.Superseded values are not recommended for survey control.
 LB0622
 LB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0622.See file dsdata.pdf to determine how the superseded data were derived.
 LB0622
 LB0622_MARKER: DB = BENCH MARK DISK
 LB0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0622_SP_SET: BRIDGE WINGWALL
 LB0622_STAMPING: Z 112 1946
 LB0622_MARK LOGO: CGS
 LB0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0622
 LB0622  HISTORY     - Date     Condition        Report By
 LB0622  HISTORY     - 1946     MONUMENTED       CGS
 LB0622  HISTORY     - 1973     GOOD             NGS
 LB0622  HISTORY     - 1977     GOOD             LOCENG
 LB0622
 LB0622                          STATION DESCRIPTION
 LB0622
 LB0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0622'1.6 MI W FROM LEBANON.
 LB0622'ALONG STATE HIGHWAY 32 ABOUT 1.6 MILES WEST OF THE COUNTY COURT
 LB0622'HOUSE AT LEBANON, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 LB0622'24-FOOT CONCRETE BRIDGE, 14 FEET SOUTHEAST OF THE CENTER LINE
 LB0622'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 LB0622'DISK, STAMPED Z 112 1946.
 LB0622
 LB0622                          STATION RECOVERY (1973)
 LB0622
 LB0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LB0622'RECOVERED IN GOOD CONDITION.
 LB0622
 LB0622                          STATION RECOVERY (1977)
 LB0622
 LB0622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0623 ***********************************************************************
 LB0623  DESIGNATION -  Z 112 RESET
 LB0623  PID         -  LB0623
 LB0623  STATE/COUNTY-  IN/BOONE
 LB0623  COUNTRY     -  US
 LB0623  USGS QUAD   -  LEBANON (2019)
 LB0623
 LB0623                         *CURRENT SURVEY CONTROL
 LB0623  ______________________________________________________________________
 LB0623* NAD 83(1986) POSITION- 40 02 48.     (N) 086 29 56.     (W)   SCALED
 LB0623* NAVD 88 ORTHO HEIGHT -   282.47  (meters)      926.7   (feet) RESET
 LB0623  ______________________________________________________________________
 LB0623  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 LB0623  VERT ORDER      -  THIRD
 LB0623
 LB0623.The horizontal coordinates were scaled from a map and have
 LB0623.an estimated accuracy of +/- 6 seconds.
 LB0623
 LB0623.The orthometric height was computed from unverified reset data.
 LB0623
 LB0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0623.GEOID18 height accuracy estimate available here.
 LB0623
 LB0623.Click photographs - Photos may exist for this station.
 LB0623
 LB0623;                    North         East    Units  Estimated Accuracy
 LB0623;SPC IN W     -   532,860.      949,870.      MT  (+/- 180 meters Scaled)
 LB0623
 LB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK427330(NAD 83)
 LB0623
 LB0623                          SUPERSEDED SURVEY CONTROL
 LB0623
 LB0623.No superseded survey control is available for this station.
 LB0623
 LB0623_MARKER: DB = BENCH MARK DISK
 LB0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0623_SP_SET: BRIDGE WINGWALL
 LB0623_STAMPING: Z 112 RESET 1960
 LB0623_MARK LOGO: CGS
 LB0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0623
 LB0623  HISTORY     - Date     Condition        Report By
 LB0623  HISTORY     - 1960     MONUMENTED       INHD
 LB0623  HISTORY     - 1961     GOOD             CGS
 LB0623  HISTORY     - 1978     GOOD             LOCSUR
 LB0623
 LB0623                          STATION DESCRIPTION
 LB0623
 LB0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LB0623'1.6 MI W FROM LEBANON.
 LB0623'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 32 FROM THE COUNTY COURT
 LB0623'HOUSE AT LEBANON, 22.5 FEET NORTH OF THE CENTER LINE OF THE
 LB0623'EXISTING HIGHWAY AND BRIDGE, AND SET IN THE TOP OF THE NORTHWEST
 LB0623'WINGWALL OF THE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0623
 LB0623                          STATION RECOVERY (1978)
 LB0623
 LB0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LB0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0582 ***********************************************************************
 LB0582  DESIGNATION -  Z 113
 LB0582  PID         -  LB0582
 LB0582  STATE/COUNTY-  IN/BOONE
 LB0582  COUNTRY     -  US
 LB0582  USGS QUAD   -  MECHANICSBURG (2019)
 LB0582
 LB0582                         *CURRENT SURVEY CONTROL
 LB0582  ______________________________________________________________________
 LB0582* NAD 83(1986) POSITION- 40 07 36.     (N) 086 24 08.     (W)   SCALED
 LB0582* NAVD 88 ORTHO HEIGHT -   284.908 (meters)      934.74  (feet) ADJUSTED
 LB0582  ______________________________________________________________________
 LB0582  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 LB0582  DYNAMIC HEIGHT  -        284.751 (meters)      934.22  (feet) COMP
 LB0582  MODELED GRAVITY -    980,068.6   (mgal)                       NAVD 88
 LB0582
 LB0582  VERT ORDER      -  SECOND    CLASS 0
 LB0582
 LB0582.The horizontal coordinates were scaled from a map and have
 LB0582.an estimated accuracy of +/- 6 seconds.
 LB0582
 LB0582.The orthometric height was determined by differential leveling and
 LB0582.adjusted by the NATIONAL GEODETIC SURVEY
 LB0582.in June 1991.
 LB0582
 LB0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0582.GEOID18 height accuracy estimate available here.
 LB0582
 LB0582.Click photographs - Photos may exist for this station.
 LB0582
 LB0582.The dynamic height is computed by dividing the NAVD 88
 LB0582.geopotential number by the normal gravity value computed on the
 LB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0582.degrees latitude (g = 980.6199 gals.).
 LB0582
 LB0582.The modeled gravity was interpolated from observed gravity values.
 LB0582
 LB0582;                    North         East    Units  Estimated Accuracy
 LB0582;SPC IN W     -   541,800.      958,050.      MT  (+/- 180 meters Scaled)
 LB0582
 LB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK509419(NAD 83)
 LB0582
 LB0582                          SUPERSEDED SURVEY CONTROL
 LB0582
 LB0582  NGVD 29 (??/??/92)  285.008  (m)          935.06   (f) ADJ UNCH    2 0
 LB0582
 LB0582.Superseded values are not recommended for survey control.
 LB0582
 LB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0582.See file dsdata.pdf to determine how the superseded data were derived.
 LB0582
 LB0582_MARKER: DB = BENCH MARK DISK
 LB0582_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB0582_SP_SET: BOX CULVERT HEADWALL
 LB0582_STAMPING: Z 113 1946
 LB0582_MARK LOGO: CGS
 LB0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0582+STABILITY: SURFACE MOTION
 LB0582
 LB0582  HISTORY     - Date     Condition        Report By
 LB0582  HISTORY     - 1946     MONUMENTED       CGS
 LB0582
 LB0582                          STATION DESCRIPTION
 LB0582
 LB0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0582'1.4 MI W FROM ELIZAVILLE.
 LB0582'ALONG STATE HIGHWAY 47 ABOUT 1.4 MILES WEST OF THE CROSS ROADS
 LB0582'AT ELIZAVILLE, ABOUT 200 FEET EAST OF THE JUNCTION WITH A ROAD
 LB0582'LEADING SOUTH, SET IN THE TOP OF THE EAST END OF THE NORTH
 LB0582'HEADWALL OF A 9-FOOT CONCRETE-BOX CULVERT, 18 FEET NORTH OF
 LB0582'THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE HIGHWAY
 LB0582'LEVEL.  A STANDARD DISK, STAMPED Z 113 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0032 ***********************************************************************
 LB0032  DESIGNATION -  Z 114
 LB0032  PID         -  LB0032
 LB0032  STATE/COUNTY-  IN/HOWARD
 LB0032  COUNTRY     -  US
 LB0032  USGS QUAD   -  YOUNG AMERICA (2019)
 LB0032
 LB0032                         *CURRENT SURVEY CONTROL
 LB0032  ______________________________________________________________________
 LB0032* NAD 83(1986) POSITION- 40 31 05.     (N) 086 16 15.     (W)   SCALED
 LB0032* NAVD 88 ORTHO HEIGHT -   245.858 (meters)      806.62  (feet) ADJUSTED
 LB0032  ______________________________________________________________________
 LB0032  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 LB0032  DYNAMIC HEIGHT  -        245.732 (meters)      806.21  (feet) COMP
 LB0032  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 LB0032
 LB0032  VERT ORDER      -  SECOND    CLASS 0
 LB0032
 LB0032.The horizontal coordinates were scaled from a map and have
 LB0032.an estimated accuracy of +/- 6 seconds.
 LB0032
 LB0032.The orthometric height was determined by differential leveling and
 LB0032.adjusted by the NATIONAL GEODETIC SURVEY
 LB0032.in June 1991.
 LB0032
 LB0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0032.GEOID18 height accuracy estimate available here.
 LB0032
 LB0032.Click photographs - Photos may exist for this station.
 LB0032
 LB0032.The dynamic height is computed by dividing the NAVD 88
 LB0032.geopotential number by the normal gravity value computed on the
 LB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0032.degrees latitude (g = 980.6199 gals.).
 LB0032
 LB0032.The modeled gravity was interpolated from observed gravity values.
 LB0032
 LB0032;                    North         East    Units  Estimated Accuracy
 LB0032;SPC IN E     -   585,220.       48,800.      MT  (+/- 180 meters Scaled)
 LB0032
 LB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617855(NAD 83)
 LB0032
 LB0032                          SUPERSEDED SURVEY CONTROL
 LB0032
 LB0032  NGVD 29 (??/??/92)  245.968  (m)          806.98   (f) ADJ UNCH    2 0
 LB0032
 LB0032.Superseded values are not recommended for survey control.
 LB0032
 LB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0032.See file dsdata.pdf to determine how the superseded data were derived.
 LB0032
 LB0032_MARKER: DB = BENCH MARK DISK
 LB0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0032_STAMPING: Z 114 1946
 LB0032_MARK LOGO: CGS
 LB0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0032+STABILITY: SURFACE MOTION
 LB0032
 LB0032  HISTORY     - Date     Condition        Report By
 LB0032  HISTORY     - 1946     MONUMENTED       CGS
 LB0032
 LB0032                          STATION DESCRIPTION
 LB0032
 LB0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0032'1 MI N FROM JUDSON.
 LB0032'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 LB0032'AT JUDSON, IN THE SOUTHEAST QUARTER OF THE INTERSECTION WITH
 LB0032'AN EAST-WEST GRAVEL ROAD, 25 FEET EAST OF THE CENTER LINE OF THE
 LB0032'NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 LB0032'EAST-WEST ROAD, ABOUT 38 YARDS NORTH OF THE CENTER LINE OF A
 LB0032'DRIVEWAY LEADING TO A.J. BOWERS FARM HOUSE, 5 FEET SOUTH OF A
 LB0032'FENCE CORNER, 2.0 FEET NORTH OF A WHITE WOODEN WITNESS POST AND
 LB0032'ABOUT 1 FOOT BELOW THE CENTER OF THE INTERSECTION.  A STANDARD
 LB0032'DISK, STAMPED Z 114 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB0032'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0315 ***********************************************************************
 LB0315  DESIGNATION -  Z 115
 LB0315  PID         -  LB0315
 LB0315  STATE/COUNTY-  IN/CLINTON
 LB0315  COUNTRY     -  US
 LB0315  USGS QUAD   -  MICHIGANTOWN (2019)
 LB0315
 LB0315                         *CURRENT SURVEY CONTROL
 LB0315  ______________________________________________________________________
 LB0315* NAD 83(1986) POSITION- 40 20 40.     (N) 086 23 34.     (W)   SCALED
 LB0315* NAVD 88 ORTHO HEIGHT -   262.469 (meters)      861.12  (feet) ADJUSTED
 LB0315  ______________________________________________________________________
 LB0315  GEOID HEIGHT    -        -34.181 (meters)                     GEOID18
 LB0315  DYNAMIC HEIGHT  -        262.330 (meters)      860.66  (feet) COMP
 LB0315  MODELED GRAVITY -    980,089.6   (mgal)                       NAVD 88
 LB0315
 LB0315  VERT ORDER      -  SECOND    CLASS 0
 LB0315
 LB0315.The horizontal coordinates were scaled from a map and have
 LB0315.an estimated accuracy of +/- 6 seconds.
 LB0315
 LB0315.The orthometric height was determined by differential leveling and
 LB0315.adjusted by the NATIONAL GEODETIC SURVEY
 LB0315.in June 1991.
 LB0315
 LB0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0315.GEOID18 height accuracy estimate available here.
 LB0315
 LB0315.Click photographs - Photos may exist for this station.
 LB0315
 LB0315.The dynamic height is computed by dividing the NAVD 88
 LB0315.geopotential number by the normal gravity value computed on the
 LB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0315.degrees latitude (g = 980.6199 gals.).
 LB0315
 LB0315.The modeled gravity was interpolated from observed gravity values.
 LB0315
 LB0315;                    North         East    Units  Estimated Accuracy
 LB0315;SPC IN W     -   565,990.      958,670.      MT  (+/- 180 meters Scaled)
 LB0315
 LB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515661(NAD 83)
 LB0315
 LB0315                          SUPERSEDED SURVEY CONTROL
 LB0315
 LB0315  NGVD 29 (??/??/92)  262.576  (m)          861.47   (f) ADJ UNCH    2 0
 LB0315
 LB0315.Superseded values are not recommended for survey control.
 LB0315
 LB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0315.See file dsdata.pdf to determine how the superseded data were derived.
 LB0315
 LB0315_MARKER: DB = BENCH MARK DISK
 LB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0315_STAMPING: Z 115 1946
 LB0315_MARK LOGO: CGS
 LB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0315+STABILITY: SURFACE MOTION
 LB0315
 LB0315  HISTORY     - Date     Condition        Report By
 LB0315  HISTORY     - 1946     MONUMENTED       CGS
 LB0315
 LB0315                          STATION DESCRIPTION
 LB0315
 LB0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0315'1 MI N FROM MICHIGANTOWN.
 LB0315'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE NEW
 LB0315'YORK, CHICAGO AND ST. LOUIS RAILROAD STATION AT MICHIGANTOWN,
 LB0315'IN THE SOUTHWEST QUARTER OF A GRAVEL CROSS ROAD, 49 FEET WEST
 LB0315'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER
 LB0315'LINE OF THE CROSS ROAD, 5 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 LB0315'EAST OF THE RIGHT-OF-WAY FENCE LINE, 1.8 FOOT NORTH OF A WHITE
 LB0315'WOODEN WITNESS POST AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 LB0315'A STANDARD DISK, STAMPED Z 115 1946 AND SET IN THE TOP OF A
 LB0315'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0389 ***********************************************************************
 LB0389  DESIGNATION -  Z 116
 LB0389  PID         -  LB0389
 LB0389  STATE/COUNTY-  IN/HOWARD
 LB0389  COUNTRY     -  US
 LB0389  USGS QUAD   -  RUSSIAVILLE (2019)
 LB0389
 LB0389                         *CURRENT SURVEY CONTROL
 LB0389  ______________________________________________________________________
 LB0389* NAD 83(1986) POSITION- 40 29 20.     (N) 086 20 38.     (W)   SCALED
 LB0389* NAVD 88 ORTHO HEIGHT -   234.038 (meters)      767.84  (feet) ADJUSTED
 LB0389  ______________________________________________________________________
 LB0389  GEOID HEIGHT    -        -34.316 (meters)                     GEOID18
 LB0389  DYNAMIC HEIGHT  -        233.917 (meters)      767.44  (feet) COMP
 LB0389  MODELED GRAVITY -    980,104.1   (mgal)                       NAVD 88
 LB0389
 LB0389  VERT ORDER      -  SECOND    CLASS 0
 LB0389
 LB0389.The horizontal coordinates were scaled from a map and have
 LB0389.an estimated accuracy of +/- 6 seconds.
 LB0389
 LB0389.The orthometric height was determined by differential leveling and
 LB0389.adjusted by the NATIONAL GEODETIC SURVEY
 LB0389.in June 1991.
 LB0389
 LB0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0389.GEOID18 height accuracy estimate available here.
 LB0389
 LB0389.Click photographs - Photos may exist for this station.
 LB0389
 LB0389.The dynamic height is computed by dividing the NAVD 88
 LB0389.geopotential number by the normal gravity value computed on the
 LB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0389.degrees latitude (g = 980.6199 gals.).
 LB0389
 LB0389.The modeled gravity was interpolated from observed gravity values.
 LB0389
 LB0389;                    North         East    Units  Estimated Accuracy
 LB0389;SPC IN E     -   582,020.       42,590.      MT  (+/- 180 meters Scaled)
 LB0389
 LB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK556822(NAD 83)
 LB0389
 LB0389                          SUPERSEDED SURVEY CONTROL
 LB0389
 LB0389  NGVD 29 (??/??/92)  234.148  (m)          768.20   (f) ADJ UNCH    2 0
 LB0389
 LB0389.Superseded values are not recommended for survey control.
 LB0389
 LB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0389.See file dsdata.pdf to determine how the superseded data were derived.
 LB0389
 LB0389_MARKER: DB = BENCH MARK DISK
 LB0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0389_SP_SET: CULVERT HEADWALL
 LB0389_STAMPING: Z 116 1946
 LB0389_MARK LOGO: CGS
 LB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0389+STABILITY: SURFACE MOTION
 LB0389
 LB0389  HISTORY     - Date     Condition        Report By
 LB0389  HISTORY     - 1946     MONUMENTED       CGS
 LB0389
 LB0389                          STATION DESCRIPTION
 LB0389
 LB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0389'2.9 MI E FROM BURLINGTON.
 LB0389'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 LB0389'WITH STATE HIGHWAY 29 AT BURLINGTON, ABOUT 0.15 MILE EAST OF A
 LB0389'NORTH-SOUTH CROSS ROAD, ACROSS THE HIGHWAY FROM THE NORTHEAST
 LB0389'CORNER OF THE ROCKNEY FARM HOUSE YARD, SET IN THE CENTER OF THE
 LB0389'TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE CULVERT, 29 FEET
 LB0389'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET LOWER
 LB0389'THAN HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Z 116 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0013 ***********************************************************************
 LB0013  DESIGNATION -  Z 117
 LB0013  PID         -  LB0013
 LB0013  STATE/COUNTY-  IN/CARROLL
 LB0013  COUNTRY     -  US
 LB0013  USGS QUAD   -  CLYMERS (2019)
 LB0013
 LB0013                         *CURRENT SURVEY CONTROL
 LB0013  ______________________________________________________________________
 LB0013* NAD 83(1986) POSITION- 40 39 29.     (N) 086 23 30.     (W)   SCALED
 LB0013* NAVD 88 ORTHO HEIGHT -   215.070 (meters)      705.61  (feet) ADJUSTED
 LB0013  ______________________________________________________________________
 LB0013  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 LB0013  DYNAMIC HEIGHT  -        214.965 (meters)      705.26  (feet) COMP
 LB0013  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 LB0013
 LB0013  VERT ORDER      -  SECOND    CLASS 0
 LB0013
 LB0013.The horizontal coordinates were scaled from a map and have
 LB0013.an estimated accuracy of +/- 6 seconds.
 LB0013
 LB0013.The orthometric height was determined by differential leveling and
 LB0013.adjusted by the NATIONAL GEODETIC SURVEY
 LB0013.in June 1991.
 LB0013
 LB0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0013.GEOID18 height accuracy estimate available here.
 LB0013
 LB0013.Click photographs - Photos may exist for this station.
 LB0013
 LB0013.The dynamic height is computed by dividing the NAVD 88
 LB0013.geopotential number by the normal gravity value computed on the
 LB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0013.degrees latitude (g = 980.6199 gals.).
 LB0013
 LB0013.The modeled gravity was interpolated from observed gravity values.
 LB0013
 LB0013;                    North         East    Units  Estimated Accuracy
 LB0013;SPC IN W     -   600,820.      958,490.      MT  (+/- 180 meters Scaled)
 LB0013
 LB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514009(NAD 83)
 LB0013
 LB0013                          SUPERSEDED SURVEY CONTROL
 LB0013
 LB0013  NGVD 29 (??/??/92)  215.186  (m)          705.99   (f) ADJ UNCH    2 0
 LB0013
 LB0013.Superseded values are not recommended for survey control.
 LB0013
 LB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0013.See file dsdata.pdf to determine how the superseded data were derived.
 LB0013
 LB0013_MARKER: DB = BENCH MARK DISK
 LB0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0013_SP_SET: BRIDGE WINGWALL
 LB0013_STAMPING: Z 117 1946
 LB0013_MARK LOGO: CGS
 LB0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0013
 LB0013  HISTORY     - Date     Condition        Report By
 LB0013  HISTORY     - 1946     MONUMENTED       CGS
 LB0013  HISTORY     - 20100630 MARK NOT FOUND   INDOT
 LB0013
 LB0013                          STATION DESCRIPTION
 LB0013
 LB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0013'3.2 MI N FROM DEER CREEK.
 LB0013'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0013'WITH STATE HIGHWAY 218 AT DEER CREEK, ABOUT 0.35 MILE SOUTH OF
 LB0013'THE JUNCTION WITH STATE HIGHWAY 218 LEADING EAST TO WALTON,
 LB0013'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 100-FOOT CONCRETE
 LB0013'BRIDGE OVER ROCK CREEK, 14 FEET WEST OF THE CENTER LINE OF THE
 LB0013'HIGHWAY AND ABOUT 0.5 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD
 LB0013'DISK, STAMPED Z 117 1946.
 LB0013
 LB0013                          STATION RECOVERY (2010)
 LB0013
 LB0013'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 LB0013'BRIDGE HAS BEEN REPLACED BY A NEW STRUCTURE AND A NEW INDOT BENCH MARK
 LB0013'TABLET HAS BEEN PUT INTO STRUCTURE STAMPED  L 754
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0014 ***********************************************************************
 LB0014  DESIGNATION -  Z 117 RESET
 LB0014  PID         -  LB0014
 LB0014  STATE/COUNTY-  IN/CARROLL
 LB0014  COUNTRY     -  US
 LB0014  USGS QUAD   -  CLYMERS (2019)
 LB0014
 LB0014                         *CURRENT SURVEY CONTROL
 LB0014  ______________________________________________________________________
 LB0014* NAD 83(1986) POSITION- 40 39 29.     (N) 086 23 30.     (W)   SCALED
 LB0014* NAVD 88 ORTHO HEIGHT -   215.16  (meters)      705.9   (feet) RESET
 LB0014  ______________________________________________________________________
 LB0014  GEOID HEIGHT    -        -34.242 (meters)                     GEOID18
 LB0014  VERT ORDER      -  THIRD
 LB0014
 LB0014.The horizontal coordinates were scaled from a map and have
 LB0014.an estimated accuracy of +/- 6 seconds.
 LB0014
 LB0014.The orthometric height was computed from unverified reset data.
 LB0014
 LB0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0014.GEOID18 height accuracy estimate available here.
 LB0014
 LB0014.Click photographs - Photos may exist for this station.
 LB0014
 LB0014;                    North         East    Units  Estimated Accuracy
 LB0014;SPC IN W     -   600,820.      958,490.      MT  (+/- 180 meters Scaled)
 LB0014
 LB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514009(NAD 83)
 LB0014
 LB0014                          SUPERSEDED SURVEY CONTROL
 LB0014
 LB0014.No superseded survey control is available for this station.
 LB0014
 LB0014_MARKER: DB = BENCH MARK DISK
 LB0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0014_SP_SET: BRIDGE CURB
 LB0014_STAMPING: Z 117 RESET 1965
 LB0014_MARK LOGO: CGS
 LB0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0014
 LB0014  HISTORY     - Date     Condition        Report By
 LB0014  HISTORY     - 1965     MONUMENTED       INHD
 LB0014  HISTORY     - 20100630 MARK NOT FOUND   INDOT
 LB0014
 LB0014                          STATION DESCRIPTION
 LB0014
 LB0014'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 LB0014'3.2 MI N FROM DEER CREEK.
 LB0014'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LB0014'WITH STATE HIGHWAY 218 AT DEER CREEK, ABOUT 0.35 MILES SOUTH
 LB0014'OF THE JUNCTION WITH STATE HIGHWAY 218 LEADING EAST TO WALTON,
 LB0014'SET IN THE TOP OF THE SOUTHWEST CURB (SOUTH WEST CORNER OF
 LB0014'BRIDGE).  NOTE-- USE WITH CAUTION.
 LB0014
 LB0014                          STATION RECOVERY (2010)
 LB0014
 LB0014'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2010 (DLG)
 LB0014'BRIDGE HAS BEEN REPLACED BY A NEW STRUCTURE AND A NEW INDOT BENCH MARK
 LB0014'TABLET HAS BEEN PUT INTO STRUCTURE STAMPED  L 754
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0684 ***********************************************************************
 LB0684  DESIGNATION -  Z 118
 LB0684  PID         -  LB0684
 LB0684  STATE/COUNTY-  IN/CLINTON
 LB0684  COUNTRY     -  US
 LB0684  USGS QUAD   -  FRANKFORT (2019)
 LB0684
 LB0684                         *CURRENT SURVEY CONTROL
 LB0684  ______________________________________________________________________
 LB0684* NAD 83(1986) POSITION- 40 22 24.     (N) 086 34 43.     (W)   SCALED
 LB0684* NAVD 88 ORTHO HEIGHT -   243.280 (meters)      798.16  (feet) ADJUSTED
 LB0684  ______________________________________________________________________
 LB0684  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 LB0684  DYNAMIC HEIGHT  -        243.155 (meters)      797.75  (feet) COMP
 LB0684  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 LB0684
 LB0684  VERT ORDER      -  SECOND    CLASS 0
 LB0684
 LB0684.The horizontal coordinates were scaled from a map and have
 LB0684.an estimated accuracy of +/- 6 seconds.
 LB0684
 LB0684.The orthometric height was determined by differential leveling and
 LB0684.adjusted by the NATIONAL GEODETIC SURVEY
 LB0684.in June 1991.
 LB0684
 LB0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0684.GEOID18 height accuracy estimate available here.
 LB0684
 LB0684.Click photographs - Photos may exist for this station.
 LB0684
 LB0684.The dynamic height is computed by dividing the NAVD 88
 LB0684.geopotential number by the normal gravity value computed on the
 LB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0684.degrees latitude (g = 980.6199 gals.).
 LB0684
 LB0684.The modeled gravity was interpolated from observed gravity values.
 LB0684
 LB0684;                    North         East    Units  Estimated Accuracy
 LB0684;SPC IN W     -   569,090.      942,860.      MT  (+/- 180 meters Scaled)
 LB0684
 LB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK357692(NAD 83)
 LB0684
 LB0684                          SUPERSEDED SURVEY CONTROL
 LB0684
 LB0684  NGVD 29 (??/??/92)  243.383  (m)          798.50   (f) ADJ UNCH    2 0
 LB0684
 LB0684.Superseded values are not recommended for survey control.
 LB0684
 LB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0684.See file dsdata.pdf to determine how the superseded data were derived.
 LB0684
 LB0684_MARKER: DB = BENCH MARK DISK
 LB0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0684_STAMPING: Z 118 1946
 LB0684_MARK LOGO: CGS
 LB0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0684+STABILITY: SURFACE MOTION
 LB0684
 LB0684  HISTORY     - Date     Condition        Report By
 LB0684  HISTORY     - 1946     MONUMENTED       CGS
 LB0684
 LB0684                          STATION DESCRIPTION
 LB0684
 LB0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0684'3.1 MI SE FROM ROSSVILLE.
 LB0684'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE POST
 LB0684'OFFICE AT ROSSVILLE, ABOUT 0.5 MILE NORTHWEST OF PLEASANT HILL
 LB0684'CHURCH, AT THE JUNCTION WITH A SIDE ROAD LEADING EAST, 29.5 FEET
 LB0684'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.5 FEET NORTH
 LB0684'OF THE CENTER LINE OF THE SIDE ROAD, 5.8 FEET NORTHWEST OF A
 LB0684'FENCE CORNER, 1.3 FEET SOUTHWEST OF A FENCE LINE, 12 FEET SOUTHEAST
 LB0684'OF TELEPHONE POLE NUMBER 6, AND ABOUT LEVEL WITH THE HIGHWAY.
 LB0684'A STANDARD DISK, STAMPED Z 118 1946 AND SET IN THE TOP OF A
 LB0684'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0783 ***********************************************************************
 LB0783  DESIGNATION -  Z 119
 LB0783  PID         -  LB0783
 LB0783  STATE/COUNTY-  IN/TIPPECANOE
 LB0783  COUNTRY     -  US
 LB0783  USGS QUAD   -  LAFAYETTE EAST (2019)
 LB0783
 LB0783                         *CURRENT SURVEY CONTROL
 LB0783  ______________________________________________________________________
 LB0783* NAD 83(1986) POSITION- 40 24 39.     (N) 086 45 24.     (W)   SCALED
 LB0783* NAVD 88 ORTHO HEIGHT -   202.638 (meters)      664.82  (feet) ADJUSTED
 LB0783  ______________________________________________________________________
 LB0783  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 LB0783  DYNAMIC HEIGHT  -        202.536 (meters)      664.49  (feet) COMP
 LB0783  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 LB0783
 LB0783  VERT ORDER      -  SECOND    CLASS 0
 LB0783
 LB0783.The horizontal coordinates were scaled from a map and have
 LB0783.an estimated accuracy of +/- 6 seconds.
 LB0783
 LB0783.The orthometric height was determined by differential leveling and
 LB0783.adjusted by the NATIONAL GEODETIC SURVEY
 LB0783.in June 1991.
 LB0783
 LB0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0783.GEOID18 height accuracy estimate available here.
 LB0783
 LB0783.Click photographs - Photos may exist for this station.
 LB0783
 LB0783.The dynamic height is computed by dividing the NAVD 88
 LB0783.geopotential number by the normal gravity value computed on the
 LB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0783.degrees latitude (g = 980.6199 gals.).
 LB0783
 LB0783.The modeled gravity was interpolated from observed gravity values.
 LB0783
 LB0783;                    North         East    Units  Estimated Accuracy
 LB0783;SPC IN W     -   573,190.      927,730.      MT  (+/- 180 meters Scaled)
 LB0783
 LB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK206733(NAD 83)
 LB0783
 LB0783                          SUPERSEDED SURVEY CONTROL
 LB0783
 LB0783  NGVD 29 (??/??/92)  202.744  (m)          665.17   (f) ADJ UNCH    2 0
 LB0783
 LB0783.Superseded values are not recommended for survey control.
 LB0783
 LB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0783.See file dsdata.pdf to determine how the superseded data were derived.
 LB0783
 LB0783_MARKER: DB = BENCH MARK DISK
 LB0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0783_STAMPING: Z 119 1946
 LB0783_MARK LOGO: CGS
 LB0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0783+STABILITY: SURFACE MOTION
 LB0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0783+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LB0783
 LB0783  HISTORY     - Date     Condition        Report By
 LB0783  HISTORY     - 1946     MONUMENTED       CGS
 LB0783  HISTORY     - 1965     GOOD             CGS
 LB0783  HISTORY     - 20030520 GOOD             INDIV
 LB0783
 LB0783                          STATION DESCRIPTION
 LB0783
 LB0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0783'1 MI S FROM MONITOR.
 LB0783'ABOUT 0.95 MILE SOUTH ALONG THE BUCK CREEK-DAYTON ROAD FROM
 LB0783'THE PERRY TOWNSHIP HIGHSCHOOL AT MONITOR, ABOUT 0.6 MILE
 LB0783'SOUTH OF THE INTERSECTION WITH STATE HIGHWAY 26, 19 FEET WEST
 LB0783'OF THE CENTER LINE OF THE ROAD, 73 FEET NORTHEAST OF THE NORTHEAST
 LB0783'CORNER OF THE IVA WEIDNER FARM HOUSE, 42 FEET NORTH OF THE
 LB0783'CENTER LINE OF A DRIVEWAY TO THE HOUSE, 7 FEET NORTH OF  A
 LB0783'GARDEN FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE AND ABOUT
 LB0783'2 FEET LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED Z 119
 LB0783'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB0783'ABOVE GROUND.  THIS MARK IS ABOUT 0.9 MILE EAST ALONG STATE
 LB0783'HIGHWAY 38 FROM THE POST OFFICE AT DAYTON THENCE 2.7 MILE NORTH
 LB0783'ALONG THE BUCK CREEK-DAYTON ROAD.
 LB0783
 LB0783                          STATION RECOVERY (1965)
 LB0783
 LB0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0783'RECOVERED IN GOOD CONDITION.
 LB0783
 LB0783                          STATION RECOVERY (2003)
 LB0783
 LB0783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 LB0783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0370 ***********************************************************************
 KA0370  DESIGNATION -  Z 12
 KA0370  PID         -  KA0370
 KA0370  STATE/COUNTY-  IN/OWEN
 KA0370  COUNTRY     -  US
 KA0370  USGS QUAD   -  FREEDOM (2019)
 KA0370
 KA0370                         *CURRENT SURVEY CONTROL
 KA0370  ______________________________________________________________________
 KA0370* NAD 83(1986) POSITION- 39 12 25.76   (N) 086 52 06.52   (W)   HD_HELD1
 KA0370* NAVD 88 ORTHO HEIGHT -   163.682 (meters)      537.01  (feet) ADJUSTED
 KA0370  ______________________________________________________________________
 KA0370  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 KA0370  DYNAMIC HEIGHT  -        163.584 (meters)      536.69  (feet) COMP
 KA0370  MODELED GRAVITY -    980,029.2   (mgal)                       NAVD 88
 KA0370
 KA0370  VERT ORDER      -  FIRST     CLASS II
 KA0370
 KA0370.The horizontal coordinates were determined by differentially corrected
 KA0370.hand held GPS observations or other comparable positioning techniques
 KA0370.and have an estimated accuracy of +/- 3 meters.
 KA0370
 KA0370.The orthometric height was determined by differential leveling and
 KA0370.adjusted by the NATIONAL GEODETIC SURVEY
 KA0370.in June 1991.
 KA0370
 KA0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0370.GEOID18 height accuracy estimate available here.
 KA0370
 KA0370.Click photographs - Photos may exist for this station.
 KA0370
 KA0370.The dynamic height is computed by dividing the NAVD 88
 KA0370.geopotential number by the normal gravity value computed on the
 KA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0370.degrees latitude (g = 980.6199 gals.).
 KA0370
 KA0370.The modeled gravity was interpolated from observed gravity values.
 KA0370
 KA0370;                    North         East    Units  Estimated Accuracy
 KA0370;SPC IN W     -   439,515.4     918,557.2     MT  (+/- 3 meters HH1 GPS) 
 KA0370
 KA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1135539773(NAD 83)
 KA0370
 KA0370                          SUPERSEDED SURVEY CONTROL
 KA0370
 KA0370  NGVD 29 (??/??/92)  163.812  (m)          537.44   (f) ADJ UNCH    1 2
 KA0370
 KA0370.Superseded values are not recommended for survey control.
 KA0370
 KA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0370.See file dsdata.pdf to determine how the superseded data were derived.
 KA0370
 KA0370_MARKER: DB = BENCH MARK DISK
 KA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0370_STAMPING: 537.440 Z 12 1930
 KA0370_MARK LOGO: CGS
 KA0370_PROJECTION: PROJECTING
 KA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0370+STABILITY: SURFACE MOTION
 KA0370
 KA0370  HISTORY     - Date     Condition        Report By
 KA0370  HISTORY     - 1930     MONUMENTED       CGS
 KA0370  HISTORY     - 1946     GOOD             CGS
 KA0370
 KA0370                          STATION DESCRIPTION
 KA0370
 KA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0370'AT FREEDOM.
 KA0370'AT FREEDOM, OWEN COUNTY, ON THE PENNSYLVANIA RAILROAD, 136 FEET
 KA0370'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 125 FEET EAST
 KA0370'OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 54.5 FEET
 KA0370'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 25.5 FEET EAST OF THE
 KA0370'CENTERLINE OF THE MAIN TRACK, 5 FEET SOUTH OF A POLE, 2 FEET
 KA0370'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 KA0370'A STANDARD DISK, STAMPED 537.440 Z 12 1930 AND SET IN THE TOP
 KA0370'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0945 ***********************************************************************
 LB0945  DESIGNATION -  Z 120
 LB0945  PID         -  LB0945
 LB0945  STATE/COUNTY-  IN/CARROLL
 LB0945  COUNTRY     -  US
 LB0945  USGS QUAD   -  BURROWS (2019)
 LB0945
 LB0945                         *CURRENT SURVEY CONTROL
 LB0945  ______________________________________________________________________
 LB0945* NAD 83(1986) POSITION- 40 43 18.     (N) 086 35 28.     (W)   SCALED
 LB0945* NAVD 88 ORTHO HEIGHT -   203.277 (meters)      666.92  (feet) ADJUSTED
 LB0945  ______________________________________________________________________
 LB0945  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 LB0945  DYNAMIC HEIGHT  -        203.182 (meters)      666.61  (feet) COMP
 LB0945  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 LB0945
 LB0945  VERT ORDER      -  SECOND    CLASS 0
 LB0945
 LB0945.The horizontal coordinates were scaled from a map and have
 LB0945.an estimated accuracy of +/- 6 seconds.
 LB0945
 LB0945.The orthometric height was determined by differential leveling and
 LB0945.adjusted by the NATIONAL GEODETIC SURVEY
 LB0945.in June 1991.
 LB0945
 LB0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0945.GEOID18 height accuracy estimate available here.
 LB0945
 LB0945.Click photographs - Photos may exist for this station.
 LB0945
 LB0945.The dynamic height is computed by dividing the NAVD 88
 LB0945.geopotential number by the normal gravity value computed on the
 LB0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0945.degrees latitude (g = 980.6199 gals.).
 LB0945
 LB0945.The modeled gravity was interpolated from observed gravity values.
 LB0945
 LB0945;                    North         East    Units  Estimated Accuracy
 LB0945;SPC IN W     -   607,770.      941,590.      MT  (+/- 180 meters Scaled)
 LB0945
 LB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345079(NAD 83)
 LB0945
 LB0945                          SUPERSEDED SURVEY CONTROL
 LB0945
 LB0945  NGVD 29 (??/??/92)  203.386  (m)          667.28   (f) ADJ UNCH    2 0
 LB0945
 LB0945.Superseded values are not recommended for survey control.
 LB0945
 LB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0945.See file dsdata.pdf to determine how the superseded data were derived.
 LB0945
 LB0945_MARKER: DB = BENCH MARK DISK
 LB0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0945_STAMPING: Z 120 1946
 LB0945_MARK LOGO: CGS
 LB0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0945+STABILITY: SURFACE MOTION
 LB0945
 LB0945  HISTORY     - Date     Condition        Report By
 LB0945  HISTORY     - 1946     MONUMENTED       CGS
 LB0945
 LB0945                          STATION DESCRIPTION
 LB0945
 LB0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0945'2.3 MI N FROM LOCKPORT.
 LB0945'ALONG THE BURNETTSVILLE-LOCKPORT ROAD ABOUT 2.3 MILES NORTH
 LB0945'OF THE CROSS ROADS AT LOCKPORT AND ABOUT 2.75 MILES SOUTH OF THE
 LB0945'PENNSYLVANIA RAILROAD STATION AT BURNETTSVILLE, AT A T JUNCTION
 LB0945'WITH AN EAST-WEST ROAD AND THE ROAD LEADING NORTH TO BURNETTSVILLE,
 LB0945'IN THE NORTHWEST QUARTER OF THE JUNCTION, 25 FEET WEST OF THE
 LB0945'CENTER LINE OF THE ROAD LEADING NORTH, 20 FEET NORTH OF THE
 LB0945'EAST-WEST ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 LB0945'SOUTHEAST OF A FENCE LINE AND ABOUT 2 FEET BELOW ROAD LEVEL.
 LB0945'A STANDARD DISK, STAMPED Z 120 1946 AND SET IN THE TOP OF A
 LB0945'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0113 ***********************************************************************
 KA0113  DESIGNATION -  Z 121
 KA0113  PID         -  KA0113
 KA0113  STATE/COUNTY-  IN/HENDRICKS
 KA0113  COUNTRY     -  US
 KA0113  USGS QUAD   -  BROWNSBURG (2019)
 KA0113
 KA0113                         *CURRENT SURVEY CONTROL
 KA0113  ______________________________________________________________________
 KA0113* NAD 83(1986) POSITION- 39 52 17.     (N) 086 28 54.     (W)   SCALED
 KA0113* NAVD 88 ORTHO HEIGHT -   288.159 (meters)      945.40  (feet) ADJUSTED
 KA0113  ______________________________________________________________________
 KA0113  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 KA0113  DYNAMIC HEIGHT  -        288.001 (meters)      944.88  (feet) COMP
 KA0113  MODELED GRAVITY -    980,070.0   (mgal)                       NAVD 88
 KA0113
 KA0113  VERT ORDER      -  SECOND    CLASS 0
 KA0113
 KA0113.The horizontal coordinates were scaled from a map and have
 KA0113.an estimated accuracy of +/- 6 seconds.
 KA0113
 KA0113.The orthometric height was determined by differential leveling and
 KA0113.adjusted by the NATIONAL GEODETIC SURVEY
 KA0113.in June 1991.
 KA0113
 KA0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0113.GEOID18 height accuracy estimate available here.
 KA0113
 KA0113.Click photographs - Photos may exist for this station.
 KA0113
 KA0113.The dynamic height is computed by dividing the NAVD 88
 KA0113.geopotential number by the normal gravity value computed on the
 KA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0113.degrees latitude (g = 980.6199 gals.).
 KA0113
 KA0113.The modeled gravity was interpolated from observed gravity values.
 KA0113
 KA0113;                    North         East    Units  Estimated Accuracy
 KA0113;SPC IN W     -   513,410.      951,470.      MT  (+/- 180 meters Scaled)
 KA0113
 KA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK443136(NAD 83)
 KA0113
 KA0113                          SUPERSEDED SURVEY CONTROL
 KA0113
 KA0113  NGVD 29 (??/??/92)  288.262  (m)          945.74   (f) ADJ UNCH    2 0
 KA0113
 KA0113.Superseded values are not recommended for survey control.
 KA0113
 KA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0113.See file dsdata.pdf to determine how the superseded data were derived.
 KA0113
 KA0113_MARKER: DB = BENCH MARK DISK
 KA0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0113_STAMPING: Z 121 1946
 KA0113_MARK LOGO: CGS
 KA0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0113+STABILITY: SURFACE MOTION
 KA0113
 KA0113  HISTORY     - Date     Condition        Report By
 KA0113  HISTORY     - 1946     MONUMENTED       CGS
 KA0113
 KA0113                          STATION DESCRIPTION
 KA0113
 KA0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0113'3.5 MI SE FROM LIZTON.
 KA0113'ABOUT 3.5 MILES SOUTHEAST ALONG THE PEORIA AND EASTERN RAILWAY
 KA0113'FROM THE STATION AT LIZTON, ABOUT 0.9 MILE NORTHWEST OF THE
 KA0113'MAIN ROAD CROSSING AT PITTSBORO, AT A NORTH-SOUTH GRAVEL ROAD
 KA0113'CROSSING, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 26
 KA0113'FEET NORTHEAST OF THE NORTHEAST RAIL, 8 FEET SOUTHWEST OF THE
 KA0113'NORTHEAST RIGHT-OF-WAY FENCE, 3 POLES SOUTHEAST OF MILE POST
 KA0113'NO. 19, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 KA0113'ABOUT LEVEL WITH THE CENTER OF THE CROSSING.  A STANDARD DISK,
 KA0113'STAMPED Z 121 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KA0113'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1392 ***********************************************************************
 LB1392  DESIGNATION -  Z 122
 LB1392  PID         -  LB1392
 LB1392  STATE/COUNTY-  IN/BENTON
 LB1392  COUNTRY     -  US
 LB1392  USGS QUAD   -  TEMPLETON (2019)
 LB1392
 LB1392                         *CURRENT SURVEY CONTROL
 LB1392  ______________________________________________________________________
 LB1392* NAD 83(1986) POSITION- 40 36 22.     (N) 087 13 07.     (W)   SCALED
 LB1392* NAVD 88 ORTHO HEIGHT -   231.386 (meters)      759.14  (feet) ADJUSTED
 LB1392  ______________________________________________________________________
 LB1392  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 LB1392  DYNAMIC HEIGHT  -        231.273 (meters)      758.77  (feet) COMP
 LB1392  MODELED GRAVITY -    980,130.8   (mgal)                       NAVD 88
 LB1392
 LB1392  VERT ORDER      -  SECOND    CLASS 0
 LB1392
 LB1392.The horizontal coordinates were scaled from a map and have
 LB1392.an estimated accuracy of +/- 6 seconds.
 LB1392
 LB1392.The orthometric height was determined by differential leveling and
 LB1392.adjusted by the NATIONAL GEODETIC SURVEY
 LB1392.in June 1991.
 LB1392
 LB1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1392.GEOID18 height accuracy estimate available here.
 LB1392
 LB1392.Click photographs - Photos may exist for this station.
 LB1392
 LB1392.The dynamic height is computed by dividing the NAVD 88
 LB1392.geopotential number by the normal gravity value computed on the
 LB1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1392.degrees latitude (g = 980.6199 gals.).
 LB1392
 LB1392.The modeled gravity was interpolated from observed gravity values.
 LB1392
 LB1392;                    North         East    Units  Estimated Accuracy
 LB1392;SPC IN W     -   594,830.      888,550.      MT  (+/- 180 meters Scaled)
 LB1392
 LB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK815950(NAD 83)
 LB1392
 LB1392                          SUPERSEDED SURVEY CONTROL
 LB1392
 LB1392  NGVD 29 (??/??/92)  231.451  (m)          759.35   (f) ADJ UNCH    2 0
 LB1392
 LB1392.Superseded values are not recommended for survey control.
 LB1392
 LB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1392.See file dsdata.pdf to determine how the superseded data were derived.
 LB1392
 LB1392_MARKER: DB = BENCH MARK DISK
 LB1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1392_SP_SET: BRIDGE
 LB1392_STAMPING: Z 122 1946
 LB1392_MARK LOGO: CGS
 LB1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1392
 LB1392  HISTORY     - Date     Condition        Report By
 LB1392  HISTORY     - 1946     MONUMENTED       CGS
 LB1392  HISTORY     - 20100219 GOOD             GEOCAC
 LB1392
 LB1392                          STATION DESCRIPTION
 LB1392
 LB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1392'5.8 MI SE FROM FOWLER.
 LB1392'ABOUT 5.75 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 18
 LB1392'FROM THE COUNTY COURT HOUSE AT FOWLER, SET IN THE TOP OF THE
 LB1392'NORTHEAST WINGWALL OF AN 18-FOOT CONCRETE BRIDGE NUMBER 63-A
 LB1392'OVER A SMALL STREAM, 15.5 FEET NORTH OF THE CENTER LINE OF THE
 LB1392'HIGHWAY, 18.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE,
 LB1392'1 FOOT NORTH OF THE NORTH CONCRETE BRIDGE RAILING, 1 FOOT BELOW
 LB1392'THE LEVEL OF THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED Z 122
 LB1392'1946.
 LB1392
 LB1392                          STATION RECOVERY (2010)
 LB1392
 LB1392'RECOVERY NOTE BY GEOCACHING 2010 (BPS)
 LB1392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1330 ***********************************************************************
 LB1330  DESIGNATION -  Z 123
 LB1330  PID         -  LB1330
 LB1330  STATE/COUNTY-  IN/BENTON
 LB1330  COUNTRY     -  US
 LB1330  USGS QUAD   -  WADENA (2019)
 LB1330
 LB1330                         *CURRENT SURVEY CONTROL
 LB1330  ______________________________________________________________________
 LB1330* NAD 83(1986) POSITION- 40 41 35.     (N) 087 16 01.     (W)   SCALED
 LB1330* NAVD 88 ORTHO HEIGHT -   248.962 (meters)      816.80  (feet) ADJUSTED
 LB1330  ______________________________________________________________________
 LB1330  GEOID HEIGHT    -        -33.412 (meters)                     GEOID18
 LB1330  DYNAMIC HEIGHT  -        248.845 (meters)      816.42  (feet) COMP
 LB1330  MODELED GRAVITY -    980,147.5   (mgal)                       NAVD 88
 LB1330
 LB1330  VERT ORDER      -  SECOND    CLASS 0
 LB1330
 LB1330.The horizontal coordinates were scaled from a map and have
 LB1330.an estimated accuracy of +/- 6 seconds.
 LB1330
 LB1330.The orthometric height was determined by differential leveling and
 LB1330.adjusted by the NATIONAL GEODETIC SURVEY
 LB1330.in June 1991.
 LB1330
 LB1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1330.GEOID18 height accuracy estimate available here.
 LB1330
 LB1330.Click photographs - Photos may exist for this station.
 LB1330
 LB1330.The dynamic height is computed by dividing the NAVD 88
 LB1330.geopotential number by the normal gravity value computed on the
 LB1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1330.degrees latitude (g = 980.6199 gals.).
 LB1330
 LB1330.The modeled gravity was interpolated from observed gravity values.
 LB1330
 LB1330;                    North         East    Units  Estimated Accuracy
 LB1330;SPC IN W     -   604,490.      884,480.      MT  (+/- 180 meters Scaled)
 LB1330
 LB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774047(NAD 83)
 LB1330
 LB1330                          SUPERSEDED SURVEY CONTROL
 LB1330
 LB1330  NGVD 29 (??/??/92)  249.022  (m)          817.00   (f) ADJ UNCH    2 0
 LB1330
 LB1330.Superseded values are not recommended for survey control.
 LB1330
 LB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1330.See file dsdata.pdf to determine how the superseded data were derived.
 LB1330
 LB1330_MARKER: DB = BENCH MARK DISK
 LB1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1330_SP_SET: BUILDING
 LB1330_STAMPING: Z 123 1946
 LB1330_MARK LOGO: CGS
 LB1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1330
 LB1330  HISTORY     - Date     Condition        Report By
 LB1330  HISTORY     - 1946     MONUMENTED       CGS
 LB1330
 LB1330                          STATION DESCRIPTION
 LB1330
 LB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1330'6.3 MI SE FROM GOODLAND.
 LB1330'AT UNION TOWNSHIP SCHOOL AT WADENA CROSS ROADS, REACHED FROM THE
 LB1330'PENNSYLVANIA RAILROAD STATION AT GOODLAND BY GOING 0.8 MILE EAST
 LB1330'ALONG THE RAILROAD, THENCE 1.9 MILE SOUTH, 0.5 MILE EAST AND
 LB1330'3.1 MILES SOUTH ALONG A GRAVEL ROAD.  BENCH MARK IS SET
 LB1330'VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF THE
 LB1330'SCHOOL BUILDING, 31 FEET NORTH OF THE CENTER OF THE NORTHEAST
 LB1330'ENTRANCE, 1.8 FOOT SOUTH OF THE CORNER AND 4.5 FEET ABOVE THE
 LB1330'SIDEWALK.  A STANDARD DISK, STAMPED Z 123 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1430 ***********************************************************************
 LB1430  DESIGNATION -  Z 124
 LB1430  PID         -  LB1430
 LB1430  STATE/COUNTY-  IN/WHITE
 LB1430  COUNTRY     -  US
 LB1430  USGS QUAD   -  WOLCOTT (2019)
 LB1430
 LB1430                         *CURRENT SURVEY CONTROL
 LB1430  ______________________________________________________________________
 LB1430* NAD 83(1986) POSITION- 40 45 27.     (N) 087 01 27.     (W)   SCALED
 LB1430* NAVD 88 ORTHO HEIGHT -   216.354 (meters)      709.82  (feet) ADJUSTED
 LB1430  ______________________________________________________________________
 LB1430  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 LB1430  DYNAMIC HEIGHT  -        216.254 (meters)      709.49  (feet) COMP
 LB1430  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 LB1430
 LB1430  VERT ORDER      -  SECOND    CLASS 0
 LB1430
 LB1430.The horizontal coordinates were scaled from a map and have
 LB1430.an estimated accuracy of +/- 6 seconds.
 LB1430
 LB1430.The orthometric height was determined by differential leveling and
 LB1430.adjusted by the NATIONAL GEODETIC SURVEY
 LB1430.in June 1991.
 LB1430
 LB1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1430.GEOID18 height accuracy estimate available here.
 LB1430
 LB1430.Click photographs - Photos may exist for this station.
 LB1430
 LB1430.The dynamic height is computed by dividing the NAVD 88
 LB1430.geopotential number by the normal gravity value computed on the
 LB1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1430.degrees latitude (g = 980.6199 gals.).
 LB1430
 LB1430.The modeled gravity was interpolated from observed gravity values.
 LB1430
 LB1430;                    North         East    Units  Estimated Accuracy
 LB1430;SPC IN W     -   611,630.      905,000.      MT  (+/- 180 meters Scaled)
 LB1430
 LB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL979118(NAD 83)
 LB1430
 LB1430                          SUPERSEDED SURVEY CONTROL
 LB1430
 LB1430  NGVD 29 (??/??/92)  216.438  (m)          710.10   (f) ADJ UNCH    2 0
 LB1430
 LB1430.Superseded values are not recommended for survey control.
 LB1430
 LB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1430.See file dsdata.pdf to determine how the superseded data were derived.
 LB1430
 LB1430_MARKER: DB = BENCH MARK DISK
 LB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1430_STAMPING: Z 124 1946
 LB1430_MARK LOGO: CGS
 LB1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1430+STABILITY: SURFACE MOTION
 LB1430
 LB1430  HISTORY     - Date     Condition        Report By
 LB1430  HISTORY     - 1946     MONUMENTED       CGS
 LB1430
 LB1430                          STATION DESCRIPTION
 LB1430
 LB1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1430'1 MI E FROM WOLCOTT.
 LB1430'ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1430'STATION AT WOLCOTT, IN THE NORTHEAST QUARTER OF A NORTH-SOUTH
 LB1430'GRAVEL ROAD CROSSING, 122 FEET NORTHWEST OF MILEPOST 35, 42 FEET
 LB1430'NORTH OF THE NORTH RAIL OF THE TRACK, 21 FEET EAST OF THE CENTER
 LB1430'LINE OF THE ROAD, 70 FEET SOUTH OF AN REA POWER POLE, 4.5 FEET SOUTH
 LB1430'OF A CORNER FENCE POST AND IN LINE WITH THE NORTH-SOUTH FENCE ROW,
 LB1430'2 FEET WEST OF A WHITE WOODEN WITNESS POST AND 3 FEET BELOW
 LB1430'CROSSING LEVEL.  A STANDARD DISK, STAMPED Z 124 1946 AND SET IN
 LB1430'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1162 ***********************************************************************
 LB1162  DESIGNATION -  Z 125
 LB1162  PID         -  LB1162
 LB1162  STATE/COUNTY-  IN/TIPPECANOE
 LB1162  COUNTRY     -  US
 LB1162  USGS QUAD   -  BROOKSTON (2019)
 LB1162
 LB1162                         *CURRENT SURVEY CONTROL
 LB1162  ______________________________________________________________________
 LB1162* NAD 83(2011) POSITION- 40 32 33.60880(N) 086 50 45.47902(W)   ADJUSTED
 LB1162* NAD 83(2011) ELLIP HT-   169.795 (meters)        (06/27/12)   ADJUSTED
 LB1162* NAD 83(2011) EPOCH   -  2010.00
 LB1162* NAVD 88 ORTHO HEIGHT -   203.629 (meters)      668.07  (feet) ADJUSTED
 LB1162  ______________________________________________________________________
 LB1162  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 LB1162  NAD 83(2011) X  -    267,063.081 (meters)                     COMP
 LB1162  NAD 83(2011) Y  - -4,846,533.041 (meters)                     COMP
 LB1162  NAD 83(2011) Z  -  4,124,072.050 (meters)                     COMP
 LB1162  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LB1162  DYNAMIC HEIGHT  -        203.530 (meters)      667.75  (feet) COMP
 LB1162  MODELED GRAVITY -    980,139.1   (mgal)                       NAVD 88
 LB1162
 LB1162  VERT ORDER      -  SECOND    CLASS 0
 LB1162
 LB1162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LB1162  Standards:
 LB1162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LB1162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LB1162  -------------------------------------------------------------------
 LB1162  NETWORK    0.56   1.08           0.26   0.19   0.55     -0.01138311
 LB1162  -------------------------------------------------------------------
 LB1162  Click here for local accuracies and other accuracy information.
 LB1162
 LB1162.The horizontal coordinates were established by GPS observations
 LB1162.and adjusted by the National Geodetic Survey in June 2012.
 LB1162
 LB1162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LB1162.been affixed to the stable North American tectonic plate. See 
 LB1162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LB1162
 LB1162.The horizontal coordinates are valid at the epoch date displayed above
 LB1162.which is a decimal equivalence of Year/Month/Day.
 LB1162
 LB1162.The orthometric height was determined by differential leveling and
 LB1162.adjusted by the NATIONAL GEODETIC SURVEY
 LB1162.in June 1991.
 LB1162
 LB1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1162.GEOID18 height accuracy estimate available here.
 LB1162
 LB1162.Click photographs - Photos may exist for this station.
 LB1162
 LB1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1162
 LB1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 LB1162
 LB1162.The ellipsoidal height was determined by GPS observations
 LB1162.and is referenced to NAD 83.
 LB1162
 LB1162.The dynamic height is computed by dividing the NAVD 88
 LB1162.geopotential number by the normal gravity value computed on the
 LB1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1162.degrees latitude (g = 980.6199 gals.).
 LB1162
 LB1162.The modeled gravity was interpolated from observed gravity values.
 LB1162
 LB1162. The following values were computed from the NAD 83(2011) position.
 LB1162
 LB1162;                    North         East     Units Scale Factor Converg.
 LB1162;SPC IN W     -   587,800.600   920,107.649   MT  0.99997164   +0 09 15.5
 LB1162;SPC IN W     - 1,928,475.80  3,018,719.85   sFT  0.99997164   +0 09 15.5
 LB1162;UTM  16      - 4,488,002.411   513,043.591   MT  0.99960209   +0 06 00.4
 LB1162
 LB1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1162!SPC IN W     -   0.99997337  x   0.99997164  =   0.99994501
 LB1162!UTM  16      -   0.99997337  x   0.99960209  =   0.99957547
 LB1162
 LB1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1304388002(NAD 83)
 LB1162
 LB1162                          SUPERSEDED SURVEY CONTROL
 LB1162
 LB1162  NAD 83(2007)-  40 32 33.60899(N)    086 50 45.48006(W) AD(2002.00) 0
 LB1162  ELLIP H (02/10/07)  169.821  (m)                       GP(2002.00)    
 LB1162  NAD 83(1997)-  40 32 33.60886(N)    086 50 45.47989(W) AD(       ) B
 LB1162  ELLIP H (03/12/99)  169.826  (m)                       GP(       ) 2 1
 LB1162  NAVD 88             203.63   (m)          668.1    (f) LEVELING    3  
 LB1162  NGVD 29 (??/??/92)  203.724  (m)          668.38   (f) ADJ UNCH    2 0
 LB1162
 LB1162.Superseded values are not recommended for survey control.
 LB1162
 LB1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1162.See file dsdata.pdf to determine how the superseded data were derived.
 LB1162
 LB1162_MARKER: DB = BENCH MARK DISK
 LB1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1162_STAMPING: Z 125 1946
 LB1162_MARK LOGO: CGS
 LB1162_PROJECTION: PROJECTING 15 CENTIMETERS
 LB1162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1162+STABILITY: SURFACE MOTION
 LB1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1162+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 LB1162
 LB1162  HISTORY     - Date     Condition        Report By
 LB1162  HISTORY     - 1946     MONUMENTED       CGS
 LB1162  HISTORY     - 19980724 GOOD             WOOLPT
 LB1162  HISTORY     - 19980825 GOOD             INDIV
 LB1162  HISTORY     - 20080421 GOOD             FARNGP
 LB1162  HISTORY     - 20110505 GOOD             JCLS
 LB1162  HISTORY     - 20190805 GOOD             GEOPRO
 LB1162
 LB1162                          STATION DESCRIPTION
 LB1162
 LB1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1162'2.4 MI N FROM BATTLE GROUND.
 LB1162'ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY I.45
 LB1162'MILES NORTH OF THE STATION AT BATTLE GROUND, 0.45 MILE SOUTH OF
 LB1162'THE GRAIN ELEVATOR AT ASH GROVE, AT THE CROSSING OF A GRAVEL
 LB1162'ROAD LEADING WEST TO A TWO-STORY WHITE FARM HOUSE, 100 YARDS EAST
 LB1162'OF THE HOUSE, IN THE NORTHWEST QUARTER OF THE CROSSING, 127 FEET
 LB1162'SOUTHWEST OF SEMAPHORE SIGNAL NUMBER 110.4, 38.5 FEET WEST OF THE
 LB1162'WEST RAIL OF THE TRACK, 17 FEET NORTH OF THE CENTER LINE OF THE
 LB1162'ROAD LEADING TO THE HOUSE, 10 FEET WEST OF A CORNER FENCE POST,
 LB1162'4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH OF THE EAST-WEST
 LB1162'FENCE LINE, 3 FEET BELOW THE LEVEL OF THE CROSSING.  A STANDARD
 LB1162'DISK, STAMPED Z 125 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1162'PROJECTING 6 INCHES ABOVE GROUND.
 LB1162
 LB1162                          STATION RECOVERY (1998)
 LB1162
 LB1162'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (CWH)
 LB1162'DESCRIBED BY WOOLPERT LLP 1998 (CWH).   THE STATION IS LOCATED ABOUT
 LB1162'14.48 KM (9.00 MI) NORTH-NORTHEAST OF LAFAYETTE, ON PROPERTY OWNED BY
 LB1162'STEVEN AND LISA RIDER 8624 HARRISON ROAD, BATTLEGROUND, INDIANA 47920,
 LB1162'PHONE NUMBER (765) 567-7039.  TO REACH THE STATION FROM THE JUNCTION
 LB1162'OF INTERSTATE 65 AND STATE ROUTE 43 (EXIT 178 ON INTERSTATE 65) , GO
 LB1162'NORTH 5.3 KM (3.30 MI) ON STATE ROUTE 43 TO COUNTY ROAD 900 NORTH
 LB1162'(ALSO KNOWN AS CROSSROADS) , TURN RIGHT AND PROCEED 1.85 KM (1.15 MI)
 LB1162'EAST ALONG COUNTY ROAD 900 NORTH OVER A CROSSING OF THE CSX RAILROAD,
 LB1162'TO HARRISON ROAD IN ASH GROVE, TURN RIGHT AND PROCEED 0.72 KM (0.45
 LB1162'MI) SOUTHEAST AND PARALLEL TO THE CSX RAILROAD ALONG HARRISON ROAD TO
 LB1162'A GRAVEL DRIVE ON THE RIGHT.  TURN RIGHT AND PROCEED ALONG THE GRAVEL
 LB1162'DRIVE, CROSSING THE RAILROAD, TO THE STATION ON THE RIGHT.  THE
 LB1162'STATION IS A STANDARD BENCHMARK DISK SET IN THE TOP OF A CONCRETE
 LB1162'MONUMENT, STAMPED--Z 125 1946--.  THE STATION IS SET IN THE TOP OF A
 LB1162'0.25 M (0.82 FT) SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.
 LB1162'THE STATION IS 37.1 M (121.7 FT) SOUTH OF THE WEST SIGNAL OF THE CSX
 LB1162'RAILROAD, 20.0 M (65.6 FT) WEST OF A 0.15 M (0.49 FT) SQUARE CONCRETE
 LB1162'MARKER POST--NUMBER IN-008302--FOR FIBER OPTIC LINE, 2.9 M (9.5 FT)
 LB1162'WEST OF THE END FENCE POST AND 1.2 M (3.9 FT) SOUTH-SOUTHEAST OF
 LB1162'UTILITY POLE BG2-15-7.
 LB1162
 LB1162                          STATION RECOVERY (1998)
 LB1162
 LB1162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998
 LB1162'RECOVERED AS DESCRIBED
 LB1162
 LB1162                          STATION RECOVERY (2008)
 LB1162
 LB1162'RECOVERY NOTE BY FARNSWORTH GROUP 2008 (KDV)
 LB1162'SATELLITE OBERVATION ON MAY 1 2008
 LB1162
 LB1162                          STATION RECOVERY (2011)
 LB1162
 LB1162'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 LB1162'RECOVERED IN GOOD CONDITION.
 LB1162
 LB1162                          STATION RECOVERY (2019)
 LB1162
 LB1162'RECOVERY NOTE BY GEOPRO CONSULTANTS LLC 2019 (CTS)
 LB1162'THE STATION IS LOCATED 8.8 FT (2.7 M) NORTH FROM A DRIVEWAY EDGE OF
 LB1162'PAVEMENT, 11.6 FT (3.5 M) SOUTHWEST FROM A FENCE CORNER, 26.5 FT (8.1
 LB1162'M) EAST FROM A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0141 ***********************************************************************
 LB0141  DESIGNATION -  Z 126
 LB0141  PID         -  LB0141
 LB0141  STATE/COUNTY-  IN/CASS
 LB0141  COUNTRY     -  US
 LB0141  USGS QUAD   -  LUCERNE (2019)
 LB0141
 LB0141                         *CURRENT SURVEY CONTROL
 LB0141  ______________________________________________________________________
 LB0141* NAD 83(1986) POSITION- 40 52 00.     (N) 086 29 05.     (W)   SCALED
 LB0141* NAVD 88 ORTHO HEIGHT -   226.403 (meters)      742.79  (feet) ADJUSTED
 LB0141  ______________________________________________________________________
 LB0141  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 LB0141  DYNAMIC HEIGHT  -        226.300 (meters)      742.45  (feet) COMP
 LB0141  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 LB0141
 LB0141  VERT ORDER      -  SECOND    CLASS 0
 LB0141
 LB0141.The horizontal coordinates were scaled from a map and have
 LB0141.an estimated accuracy of +/- 6 seconds.
 LB0141
 LB0141.The orthometric height was determined by differential leveling and
 LB0141.adjusted by the NATIONAL GEODETIC SURVEY
 LB0141.in June 1991.
 LB0141
 LB0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0141.GEOID18 height accuracy estimate available here.
 LB0141
 LB0141.Click photographs - Photos may exist for this station.
 LB0141
 LB0141.The dynamic height is computed by dividing the NAVD 88
 LB0141.geopotential number by the normal gravity value computed on the
 LB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0141.degrees latitude (g = 980.6199 gals.).
 LB0141
 LB0141.The modeled gravity was interpolated from observed gravity values.
 LB0141
 LB0141;                    North         East    Units  Estimated Accuracy
 LB0141;SPC IN E     -   624,070.       31,040.      MT  (+/- 180 meters Scaled)
 LB0141
 LB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL434240(NAD 83)
 LB0141
 LB0141                          SUPERSEDED SURVEY CONTROL
 LB0141
 LB0141  NGVD 29 (??/??/92)  226.513  (m)          743.15   (f) ADJ UNCH    2 0
 LB0141
 LB0141.Superseded values are not recommended for survey control.
 LB0141
 LB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0141.See file dsdata.pdf to determine how the superseded data were derived.
 LB0141
 LB0141_MARKER: DB = BENCH MARK DISK
 LB0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0141_STAMPING: Z 126 1946
 LB0141_MARK LOGO: CGS
 LB0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0141+STABILITY: SURFACE MOTION
 LB0141
 LB0141  HISTORY     - Date     Condition        Report By
 LB0141  HISTORY     - 1946     MONUMENTED       CGS
 LB0141
 LB0141                          STATION DESCRIPTION
 LB0141
 LB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0141'0.8 MI E FROM ROYAL CENTER.
 LB0141'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB0141'BUILDING AT ROYAL CENTER, 0.1 MILE EAST OF A NORTH-SOUTH PAVED
 LB0141'ROAD INTERSECTION, ABOUT 35 YARDS SOUTHWEST OF THE SOUTHWEST
 LB0141'CORNER OF A WHITE FARM HOUSE, AT THE SOUTHWEST CORNER OF THE
 LB0141'YARD, 63 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 55
 LB0141'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER
 LB0141'128-192, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17
 LB0141'FEET SOUTH OF A 12-INCH TREE, 6 FEET NORTHEAST OF THE SOUTHWEST
 LB0141'CORNER OF THE YARD FENCE, ABOUT LEVEL WITH THE HIGHWAY AND
 LB0141'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1129 ***********************************************************************
 LB1129  DESIGNATION -  Z 127
 LB1129  PID         -  LB1129
 LB1129  STATE/COUNTY-  IN/WHITE
 LB1129  COUNTRY     -  US
 LB1129  USGS QUAD   -  BUFFALO (2019)
 LB1129
 LB1129                         *CURRENT SURVEY CONTROL
 LB1129  ______________________________________________________________________
 LB1129* NAD 83(1986) POSITION- 40 53 54.     (N) 086 43 48.     (W)   SCALED
 LB1129* NAVD 88 ORTHO HEIGHT -   205.048 (meters)      672.73  (feet) ADJUSTED
 LB1129  ______________________________________________________________________
 LB1129  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 LB1129  DYNAMIC HEIGHT  -        204.956 (meters)      672.43  (feet) COMP
 LB1129  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 LB1129
 LB1129  VERT ORDER      -  SECOND    CLASS 0
 LB1129
 LB1129.The horizontal coordinates were scaled from a map and have
 LB1129.an estimated accuracy of +/- 6 seconds.
 LB1129
 LB1129.The orthometric height was determined by differential leveling and
 LB1129.adjusted by the NATIONAL GEODETIC SURVEY
 LB1129.in June 1991.
 LB1129
 LB1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1129.GEOID18 height accuracy estimate available here.
 LB1129
 LB1129.Click photographs - Photos may exist for this station.
 LB1129
 LB1129.The dynamic height is computed by dividing the NAVD 88
 LB1129.geopotential number by the normal gravity value computed on the
 LB1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1129.degrees latitude (g = 980.6199 gals.).
 LB1129
 LB1129.The modeled gravity was interpolated from observed gravity values.
 LB1129
 LB1129;                    North         East    Units  Estimated Accuracy
 LB1129;SPC IN W     -   627,330.      929,770.      MT  (+/- 180 meters Scaled)
 LB1129
 LB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL227275(NAD 83)
 LB1129
 LB1129                          SUPERSEDED SURVEY CONTROL
 LB1129
 LB1129  NGVD 29 (??/??/92)  205.166  (m)          673.12   (f) ADJ UNCH    2 0
 LB1129
 LB1129.Superseded values are not recommended for survey control.
 LB1129
 LB1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1129.See file dsdata.pdf to determine how the superseded data were derived.
 LB1129
 LB1129_MARKER: DB = BENCH MARK DISK
 LB1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1129_STAMPING: Z 127 1946
 LB1129_MARK LOGO: CGS
 LB1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1129+STABILITY: SURFACE MOTION
 LB1129
 LB1129  HISTORY     - Date     Condition        Report By
 LB1129  HISTORY     - 1946     MONUMENTED       CGS
 LB1129
 LB1129                          STATION DESCRIPTION
 LB1129
 LB1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1129'2 MI NE FROM BUFFALO.
 LB1129'ABOUT 2.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 LB1129'BUILDING AT BUFFALO, 0.3 MILE EAST OF THE JUNCTION WITH A ROAD
 LB1129'LEADING NORTH, ABOUT 35 YARDS NORTHWEST OF THE CALVIN HUNT FARM
 LB1129'HOUSE, NEAR THE NORTHEAST CORNER OF A BARN YARD, 30 FEET WEST AND
 LB1129'ACROSS A DRIVEWAY FROM A 24-INCH MAPLE TREE, 24 FEET SOUTH OF THE
 LB1129'CENTER LINE OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 LB1129'DRIVEWAY, 35 FEET NORTHEAST OF A POWER LINE POLE ON A SECONDARY
 LB1129'POWER LINE LEADING TO THE FARM HOUSE, ABOUT LEVEL WITH THE ROAD
 LB1129'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LB1129'THIS MARK IS REACHED BY GOING NORTH FOR 0.3 MILE ALONG STATE
 LB1129'HIGHWAY 39 FROM THE SCHOOL BUILDING AT BUFFALO, THENCE EAST AND
 LB1129'NORTH ALONG A GRAVEL ROAD FOR ABOUT 0.9 MILE TO A CROSS ROAD,
 LB1129'THENCE EAST ALONG A GRAVEL ROAD FOR 0.8 MILE TO THE CALVIN HUNT
 LB1129'FARM AND THE SITE OF THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1041 ***********************************************************************
 LB1041  DESIGNATION -  Z 128
 LB1041  PID         -  LB1041
 LB1041  STATE/COUNTY-  IN/CASS
 LB1041  COUNTRY     -  US
 LB1041  USGS QUAD   -  STAR CITY (2019)
 LB1041
 LB1041                         *CURRENT SURVEY CONTROL
 LB1041  ______________________________________________________________________
 LB1041* NAD 83(1986) POSITION- 40 52 48.     (N) 086 30 39.     (W)   SCALED
 LB1041* NAVD 88 ORTHO HEIGHT -   219.327 (meters)      719.58  (feet) ADJUSTED
 LB1041  ______________________________________________________________________
 LB1041  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 LB1041  DYNAMIC HEIGHT  -        219.228 (meters)      719.25  (feet) COMP
 LB1041  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 LB1041
 LB1041  VERT ORDER      -  SECOND    CLASS 0
 LB1041
 LB1041.The horizontal coordinates were scaled from a map and have
 LB1041.an estimated accuracy of +/- 6 seconds.
 LB1041
 LB1041.The orthometric height was determined by differential leveling and
 LB1041.adjusted by the NATIONAL GEODETIC SURVEY
 LB1041.in June 1991.
 LB1041
 LB1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1041.GEOID18 height accuracy estimate available here.
 LB1041
 LB1041.Click photographs - Photos may exist for this station.
 LB1041
 LB1041.The dynamic height is computed by dividing the NAVD 88
 LB1041.geopotential number by the normal gravity value computed on the
 LB1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1041.degrees latitude (g = 980.6199 gals.).
 LB1041
 LB1041.The modeled gravity was interpolated from observed gravity values.
 LB1041
 LB1041;                    North         East    Units  Estimated Accuracy
 LB1041;SPC IN E     -   625,580.       28,850.      MT  (+/- 180 meters Scaled)
 LB1041
 LB1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL412255(NAD 83)
 LB1041
 LB1041                          SUPERSEDED SURVEY CONTROL
 LB1041
 LB1041  NGVD 29 (??/??/92)  219.439  (m)          719.94   (f) ADJ UNCH    2 0
 LB1041
 LB1041.Superseded values are not recommended for survey control.
 LB1041
 LB1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1041.See file dsdata.pdf to determine how the superseded data were derived.
 LB1041
 LB1041_MARKER: DB = BENCH MARK DISK
 LB1041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LB1041_SP_SET: BOX CULVERT WINGWALL
 LB1041_STAMPING: Z 128 1946
 LB1041_MARK LOGO: CGS
 LB1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1041+STABILITY: SURFACE MOTION
 LB1041
 LB1041  HISTORY     - Date     Condition        Report By
 LB1041  HISTORY     - 1946     MONUMENTED       CGS
 LB1041
 LB1041                          STATION DESCRIPTION
 LB1041
 LB1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1041'1.2 MI NW FROM ROYAL CENTER.
 LB1041'ABOUT 1.15 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE SCHOOL
 LB1041'BUILDING AT ROYAL CENTER, 0.3 MILE NORTHWEST OF PENNSYLVANIA
 LB1041'RAILROAD SIGNAL NUMBER 209.5, 0.1 MILE SOUTHEAST OF THE
 LB1041'INTERSECTION WITH AN EAST-WEST ROAD, SET IN THE TOP OF THE
 LB1041'SOUTHEAST WINGWALL OF A 16-FOOT CONCRETE BOX CULVERT, 22 FEET
 LB1041'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 LB1041'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0728 ***********************************************************************
 ME0728  DESIGNATION -  Z 130
 ME0728  PID         -  ME0728
 ME0728  STATE/COUNTY-  IN/PULASKI
 ME0728  COUNTRY     -  US
 ME0728  USGS QUAD   -  WINAMAC (2019)
 ME0728
 ME0728                         *CURRENT SURVEY CONTROL
 ME0728  ______________________________________________________________________
 ME0728* NAD 83(1986) POSITION- 41 04 22.     (N) 086 36 11.     (W)   SCALED
 ME0728* NAVD 88 ORTHO HEIGHT -   214.246 (meters)      702.91  (feet) ADJUSTED
 ME0728  ______________________________________________________________________
 ME0728  GEOID HEIGHT    -        -33.686 (meters)                     GEOID18
 ME0728  DYNAMIC HEIGHT  -        214.155 (meters)      702.61  (feet) COMP
 ME0728  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 ME0728
 ME0728  VERT ORDER      -  SECOND    CLASS 0
 ME0728
 ME0728.The horizontal coordinates were scaled from a map and have
 ME0728.an estimated accuracy of +/- 6 seconds.
 ME0728
 ME0728.The orthometric height was determined by differential leveling and
 ME0728.adjusted by the NATIONAL GEODETIC SURVEY
 ME0728.in June 1991.
 ME0728
 ME0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0728.GEOID18 height accuracy estimate available here.
 ME0728
 ME0728.Click photographs - Photos may exist for this station.
 ME0728
 ME0728.The dynamic height is computed by dividing the NAVD 88
 ME0728.geopotential number by the normal gravity value computed on the
 ME0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0728.degrees latitude (g = 980.6199 gals.).
 ME0728
 ME0728.The modeled gravity was interpolated from observed gravity values.
 ME0728
 ME0728;                    North         East    Units  Estimated Accuracy
 ME0728;SPC IN W     -   646,750.      940,360.      MT  (+/- 180 meters Scaled)
 ME0728
 ME0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333469(NAD 83)
 ME0728
 ME0728                          SUPERSEDED SURVEY CONTROL
 ME0728
 ME0728  NGVD 29 (??/??/92)  214.36   (m)          703.3    (f) COMPUTED    2 0
 ME0728
 ME0728.Superseded values are not recommended for survey control.
 ME0728
 ME0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0728.See file dsdata.pdf to determine how the superseded data were derived.
 ME0728
 ME0728_MARKER: DB = BENCH MARK DISK
 ME0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0728_STAMPING: Z 130 1946
 ME0728_MARK LOGO: CGS
 ME0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0728+STABILITY: SURFACE MOTION
 ME0728
 ME0728  HISTORY     - Date     Condition        Report By
 ME0728  HISTORY     - 1946     MONUMENTED       CGS
 ME0728  HISTORY     - 1969     MARK NOT FOUND   CGS
 ME0728
 ME0728                          STATION DESCRIPTION
 ME0728
 ME0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0728'1.6 MI N FROM WINAMAC.
 ME0728'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE
 ME0728'AT WINAMAC, 205 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 ME0728'LEADING EAST TO A FARM HOUSE, 48.5 FEET EAST OF THE CENTER LINE
 ME0728'OF THE HIGHWAY, 11 FEET NORTHEAST OF THE MIDDLE ONE OF 5 SMALL
 ME0728'APPLE TREES ALONG THE EAST RIGHT-OF-WAY, 2 FEET NORTH OF A WHITE
 ME0728'WOODEN WITNESS POST, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 ME0728'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 ME0728'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 ME0728
 ME0728                          STATION RECOVERY (1969)
 ME0728
 ME0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 ME0728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0740 ***********************************************************************
 ME0740  DESIGNATION -  Z 131
 ME0740  PID         -  ME0740
 ME0740  STATE/COUNTY-  IN/STARKE
 ME0740  COUNTRY     -  US
 ME0740  USGS QUAD   -  BASS LAKE (2019)
 ME0740
 ME0740                         *CURRENT SURVEY CONTROL
 ME0740  ______________________________________________________________________
 ME0740* NAD 83(1986) POSITION- 41 12 23.     (N) 086 36 07.     (W)   SCALED
 ME0740* NAVD 88 ORTHO HEIGHT -   217.950 (meters)      715.06  (feet) ADJUSTED
 ME0740  ______________________________________________________________________
 ME0740  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 ME0740  DYNAMIC HEIGHT  -        217.859 (meters)      714.76  (feet) COMP
 ME0740  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 ME0740
 ME0740  VERT ORDER      -  SECOND    CLASS 0
 ME0740
 ME0740.The horizontal coordinates were scaled from a map and have
 ME0740.an estimated accuracy of +/- 6 seconds.
 ME0740
 ME0740.The orthometric height was determined by differential leveling and
 ME0740.adjusted by the NATIONAL GEODETIC SURVEY
 ME0740.in June 1991.
 ME0740
 ME0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0740.GEOID18 height accuracy estimate available here.
 ME0740
 ME0740.Click photographs - Photos may exist for this station.
 ME0740
 ME0740.The dynamic height is computed by dividing the NAVD 88
 ME0740.geopotential number by the normal gravity value computed on the
 ME0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0740.degrees latitude (g = 980.6199 gals.).
 ME0740
 ME0740.The modeled gravity was interpolated from observed gravity values.
 ME0740
 ME0740;                    North         East    Units  Estimated Accuracy
 ME0740;SPC IN W     -   661,590.      940,370.      MT  (+/- 180 meters Scaled)
 ME0740
 ME0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333617(NAD 83)
 ME0740
 ME0740                          SUPERSEDED SURVEY CONTROL
 ME0740
 ME0740  NGVD 29 (??/??/92)  218.063  (m)          715.43   (f) ADJ UNCH    2 0
 ME0740
 ME0740.Superseded values are not recommended for survey control.
 ME0740
 ME0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0740.See file dsdata.pdf to determine how the superseded data were derived.
 ME0740
 ME0740_MARKER: DB = BENCH MARK DISK
 ME0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0740_STAMPING: Z 131 1946
 ME0740_MARK LOGO: CGS
 ME0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0740+STABILITY: SURFACE MOTION
 ME0740
 ME0740  HISTORY     - Date     Condition        Report By
 ME0740  HISTORY     - 1946     MONUMENTED       CGS
 ME0740
 ME0740                          STATION DESCRIPTION
 ME0740
 ME0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0740'AT BASS LAKE.
 ME0740'AT BASS LAKE, 150 FEET SOUTHWEST OF THE CENTER OF A CIRCULAR PLOT
 ME0740'OF GROUND AT THE JUNCTION U.S. HIGHWAY 35 AND STATE HIGHWAY 10,
 ME0740'36 FEET WEST OF THE CENTER LINE OF HIGHWAY 35, 31 FEET SOUTHEAST
 ME0740'OF THE NORTHEAST CORNER OF A ROW OF LOG TOURIST CABINS, 27 FEET
 ME0740'NORTHWEST OF A 10-INCH MAPLE TREE, 10 FEET SOUTH OF AN IRON
 ME0740'VEEDOL OIL COMPANY SIGN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 ME0740'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 ME0740'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0653 ***********************************************************************
 ME0653  DESIGNATION -  Z 132
 ME0653  PID         -  ME0653
 ME0653  STATE/COUNTY-  IN/STARKE
 ME0653  COUNTRY     -  US
 ME0653  USGS QUAD   -  BASS LAKE (2019)
 ME0653
 ME0653                         *CURRENT SURVEY CONTROL
 ME0653  ______________________________________________________________________
 ME0653* NAD 83(1986) POSITION- 41 13 47.     (N) 086 31 01.     (W)   SCALED
 ME0653* NAVD 88 ORTHO HEIGHT -   220.691 (meters)      724.05  (feet) ADJUSTED
 ME0653  ______________________________________________________________________
 ME0653  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 ME0653  DYNAMIC HEIGHT  -        220.600 (meters)      723.75  (feet) COMP
 ME0653  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 ME0653
 ME0653  VERT ORDER      -  SECOND    CLASS 0
 ME0653
 ME0653.The horizontal coordinates were scaled from a map and have
 ME0653.an estimated accuracy of +/- 6 seconds.
 ME0653
 ME0653.The orthometric height was determined by differential leveling and
 ME0653.adjusted by the NATIONAL GEODETIC SURVEY
 ME0653.in June 1991.
 ME0653
 ME0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0653.GEOID18 height accuracy estimate available here.
 ME0653
 ME0653.Click photographs - Photos may exist for this station.
 ME0653
 ME0653.The dynamic height is computed by dividing the NAVD 88
 ME0653.geopotential number by the normal gravity value computed on the
 ME0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0653.degrees latitude (g = 980.6199 gals.).
 ME0653
 ME0653.The modeled gravity was interpolated from observed gravity values.
 ME0653
 ME0653;                    North         East    Units  Estimated Accuracy
 ME0653;SPC IN W     -   664,220.      947,490.      MT  (+/- 180 meters Scaled)
 ME0653
 ME0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL404643(NAD 83)
 ME0653
 ME0653                          SUPERSEDED SURVEY CONTROL
 ME0653
 ME0653  NGVD 29 (??/??/92)  220.810  (m)          724.44   (f) ADJ UNCH    2 0
 ME0653
 ME0653.Superseded values are not recommended for survey control.
 ME0653
 ME0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0653.See file dsdata.pdf to determine how the superseded data were derived.
 ME0653
 ME0653_MARKER: DB = BENCH MARK DISK
 ME0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0653_SP_SET: BRIDGE
 ME0653_STAMPING: Z 132 1946
 ME0653_MARK LOGO: CGS
 ME0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0653
 ME0653  HISTORY     - Date     Condition        Report By
 ME0653  HISTORY     - 1946     MONUMENTED       CGS
 ME0653  HISTORY     - 1989     GOOD             USPSQD
 ME0653  HISTORY     - 20180711 MARK NOT FOUND   INDOT
 ME0653
 ME0653                          STATION DESCRIPTION
 ME0653
 ME0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0653'5.6 MI E FROM BASS LAKE.
 ME0653'ABOUT 5.55 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 ME0653'WITH U.S. HIGHWAY 35 AT BASS LAKE, ABOUT 0.4 MILE EAST OF THE
 ME0653'INTERSECTION WITH A NORTH-SOUTH GRAVEL ROAD, SET IN THE TOP OF THE
 ME0653'NORTHEAST WINGWALL OF A 20-FOOT CONCRETE BRIDGE OVER OSBORN DITCH,
 ME0653'15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST
 ME0653'OF THE EAST END OF THE NORTH CONCRETE GUARD RAILING AND ABOUT
 ME0653'LEVEL WITH THE BRIDGE FLOOR.
 ME0653
 ME0653                          STATION RECOVERY (1989)
 ME0653
 ME0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (CLM)
 ME0653'RECOVERED IN GOOD CONDITION.
 ME0653
 ME0653                          STATION RECOVERY (2018)
 ME0653
 ME0653'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DLF)
 ME0653'A NEW BRIDGE HAS BEEN BUILT AND BENCH MARK REPLACED WITH INDIANA
 ME0653'DEPARTMENT OF TRANSPORTATION DISK L-1084.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0397 ***********************************************************************
 ME0397  DESIGNATION -  Z 133
 ME0397  PID         -  ME0397
 ME0397  STATE/COUNTY-  IN/MARSHALL
 ME0397  COUNTRY     -  US
 ME0397  USGS QUAD   -  CULVER (2019)
 ME0397
 ME0397                         *CURRENT SURVEY CONTROL
 ME0397  ______________________________________________________________________
 ME0397* NAD 83(1986) POSITION- 41 13 33.     (N) 086 26 53.     (W)   SCALED
 ME0397* NAVD 88 ORTHO HEIGHT -   224.174 (meters)      735.48  (feet) ADJUSTED
 ME0397  ______________________________________________________________________
 ME0397  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME0397  DYNAMIC HEIGHT  -        224.081 (meters)      735.17  (feet) COMP
 ME0397  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 ME0397
 ME0397  VERT ORDER      -  SECOND    CLASS 0
 ME0397
 ME0397.The horizontal coordinates were scaled from a map and have
 ME0397.an estimated accuracy of +/- 6 seconds.
 ME0397
 ME0397.The orthometric height was determined by differential leveling and
 ME0397.adjusted by the NATIONAL GEODETIC SURVEY
 ME0397.in June 1991.
 ME0397
 ME0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0397.GEOID18 height accuracy estimate available here.
 ME0397
 ME0397.Click photographs - Photos may exist for this station.
 ME0397
 ME0397.The dynamic height is computed by dividing the NAVD 88
 ME0397.geopotential number by the normal gravity value computed on the
 ME0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0397.degrees latitude (g = 980.6199 gals.).
 ME0397
 ME0397.The modeled gravity was interpolated from observed gravity values.
 ME0397
 ME0397;                    North         East    Units  Estimated Accuracy
 ME0397;SPC IN E     -   663,930.       34,490.      MT  (+/- 180 meters Scaled)
 ME0397
 ME0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL462639(NAD 83)
 ME0397
 ME0397                          SUPERSEDED SURVEY CONTROL
 ME0397
 ME0397  NGVD 29 (??/??/92)  224.289  (m)          735.85   (f) ADJ UNCH    2 0
 ME0397
 ME0397.Superseded values are not recommended for survey control.
 ME0397
 ME0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0397.See file dsdata.pdf to determine how the superseded data were derived.
 ME0397
 ME0397_MARKER: DB = BENCH MARK DISK
 ME0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0397_SP_SET: BRIDGE
 ME0397_STAMPING: Z 133 1946
 ME0397_MARK LOGO: CGS
 ME0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0397
 ME0397  HISTORY     - Date     Condition        Report By
 ME0397  HISTORY     - 1946     MONUMENTED       CGS
 ME0397  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0397  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0397
 ME0397                          STATION DESCRIPTION
 ME0397
 ME0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0397'2.4 MI W FROM CULVER.
 ME0397'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0397'RAILROAD STATION AT CULVER, THENCE 1.75 MILE WEST ALONG STATE
 ME0397'HIGHWAY 10, SET IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL
 ME0397'OF A 30-FOOT STEEL BRIDGE, 11 FEET NORTH OF THE CENTER LINE OF THE
 ME0397'HIGHWAY, 1.2 FOOT NORTHEAST OF THE EAST END OF THE NORTH STEEL
 ME0397'GUARD RAILING, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 ME0397
 ME0397                          STATION RECOVERY (1984)
 ME0397
 ME0397'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0397'MARK NOT FOUND.
 ME0397
 ME0397                          STATION RECOVERY (1988)
 ME0397
 ME0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (WPC)
 ME0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0398 ***********************************************************************
 ME0398  DESIGNATION -  Z 133 RESET
 ME0398  PID         -  ME0398
 ME0398  STATE/COUNTY-  IN/MARSHALL
 ME0398  COUNTRY     -  US
 ME0398  USGS QUAD   -  CULVER (2019)
 ME0398
 ME0398                         *CURRENT SURVEY CONTROL
 ME0398  ______________________________________________________________________
 ME0398* NAD 83(1986) POSITION- 41 13 33.     (N) 086 26 53.     (W)   SCALED
 ME0398* NAVD 88 ORTHO HEIGHT -   224.37  (meters)      736.1   (feet) RESET
 ME0398  ______________________________________________________________________
 ME0398  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 ME0398  VERT ORDER      -  THIRD
 ME0398
 ME0398.The horizontal coordinates were scaled from a map and have
 ME0398.an estimated accuracy of +/- 6 seconds.
 ME0398
 ME0398.The orthometric height was computed from unverified reset data.
 ME0398
 ME0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0398.GEOID18 height accuracy estimate available here.
 ME0398
 ME0398.Click photographs - Photos may exist for this station.
 ME0398
 ME0398;                    North         East    Units  Estimated Accuracy
 ME0398;SPC IN E     -   663,930.       34,490.      MT  (+/- 180 meters Scaled)
 ME0398
 ME0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL462639(NAD 83)
 ME0398
 ME0398                          SUPERSEDED SURVEY CONTROL
 ME0398
 ME0398.No superseded survey control is available for this station.
 ME0398
 ME0398_MARKER: DB = BENCH MARK DISK
 ME0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0398_SP_SET: BRIDGE
 ME0398_STAMPING: Z 133 RESET 1965
 ME0398_MARK LOGO: CGS
 ME0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0398
 ME0398  HISTORY     - Date     Condition        Report By
 ME0398  HISTORY     - 1965     MONUMENTED       INHD
 ME0398
 ME0398                          STATION DESCRIPTION
 ME0398
 ME0398'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1965
 ME0398'2.4 MI NW FROM CULVER.
 ME0398'ABOUT 0.6 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE PENNSYLVANIA
 ME0398'RAILROAD STATION AT CULVER, THENCE 1.75 MILES WEST ALONG STATE
 ME0398'HIGHWAY 10, SET IN THE TOP OF THE NORTHEAST CORNER CURB OF THE
 ME0398'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1004 ***********************************************************************
 MD1004  DESIGNATION -  Z 134
 MD1004  PID         -  MD1004
 MD1004  STATE/COUNTY-  IN/KOSCIUSKO
 MD1004  COUNTRY     -  US
 MD1004  USGS QUAD   -  PIERCETON (2019)
 MD1004
 MD1004                         *CURRENT SURVEY CONTROL
 MD1004  ______________________________________________________________________
 MD1004* NAD 83(1986) POSITION- 41 12 37.     (N) 085 44 31.     (W)   SCALED
 MD1004* NAVD 88 ORTHO HEIGHT -   269.921 (meters)      885.57  (feet) ADJUSTED
 MD1004  ______________________________________________________________________
 MD1004  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 MD1004  DYNAMIC HEIGHT  -        269.807 (meters)      885.19  (feet) COMP
 MD1004  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 MD1004
 MD1004  VERT ORDER      -  FIRST     CLASS I
 MD1004
 MD1004.The horizontal coordinates were scaled from a map and have
 MD1004.an estimated accuracy of +/- 6 seconds.
 MD1004
 MD1004.The orthometric height was determined by differential leveling and
 MD1004.adjusted by the NATIONAL GEODETIC SURVEY
 MD1004.in April 1995.
 MD1004
 MD1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1004.GEOID18 height accuracy estimate available here.
 MD1004
 MD1004.Click photographs - Photos may exist for this station.
 MD1004
 MD1004.The dynamic height is computed by dividing the NAVD 88
 MD1004.geopotential number by the normal gravity value computed on the
 MD1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1004.degrees latitude (g = 980.6199 gals.).
 MD1004
 MD1004.The modeled gravity was interpolated from observed gravity values.
 MD1004
 MD1004;                    North         East    Units  Estimated Accuracy
 MD1004;SPC IN E     -   661,910.       93,690.      MT  (+/- 180 meters Scaled)
 MD1004
 MD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL054628(NAD 83)
 MD1004
 MD1004                          SUPERSEDED SURVEY CONTROL
 MD1004
 MD1004  NAVD 88 (06/15/91)  269.927  (m)          885.59   (f) SUPERSEDED  1 1
 MD1004  NGVD 29 (01/19/93)  270.064  (m)          886.04   (f) ADJUSTED    1 1
 MD1004  NGVD 29 (??/??/92)  270.064  (m)          886.04   (f) SUPERSEDED  1 1
 MD1004
 MD1004.Superseded values are not recommended for survey control.
 MD1004
 MD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1004.See file dsdata.pdf to determine how the superseded data were derived.
 MD1004
 MD1004_MARKER: DB = BENCH MARK DISK
 MD1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1004_STAMPING: Z 134 1946
 MD1004_MARK LOGO: CGS
 MD1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1004+STABILITY: SURFACE MOTION
 MD1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1004+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1004
 MD1004  HISTORY     - Date     Condition        Report By
 MD1004  HISTORY     - 1946     MONUMENTED       CGS
 MD1004  HISTORY     - 1968     GOOD             CGS
 MD1004  HISTORY     - 1990     GOOD             USPSQD
 MD1004  HISTORY     - 19921008 GOOD             NGS
 MD1004  HISTORY     - 19971120 GOOD             USPSQD
 MD1004
 MD1004                          STATION DESCRIPTION
 MD1004
 MD1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1004'2 MI NW FROM PIERCETON.
 MD1004'ABOUT 2.0 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1004'THE CROSSING OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.3 MILE
 MD1004'SOUTHEAST OF MILEPOST 353, 60 FEET SOUTH OF THE CENTER OF THE
 MD1004'CROSSING OF A COUNTY ROAD AND THE EASTBOUND TRACK, 49 1/2 FEET
 MD1004'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27.4 FEET SOUTHWEST OF
 MD1004'THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 12 1/2 FEET NORTHEAST
 MD1004'OF THE CENTER LINE OF A PRIVATE ROAD, 5 FEET SOUTHEAST OF A
 MD1004'TELEGRAPH POLE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 1 1/2
 MD1004'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD1004'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 20,
 MD1004'T 32N, R 7E.
 MD1004
 MD1004                          STATION RECOVERY (1990)
 MD1004
 MD1004'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1004'RECOVERED IN GOOD CONDITION.
 MD1004
 MD1004                          STATION RECOVERY (1992)
 MD1004
 MD1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1004'3.3 KM (2.05 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1004'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, 15.4 M (50.5 FT) SOUTHEAST
 MD1004'OF THE CENTER OF VAN NESS ROAD, 8.3 M (27.2 FT) SOUTHWEST OF THE NEAR
 MD1004'RAIL, 4.0 M (13.1 FT) NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY,
 MD1004'1.4 M (4.6 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH 2 GUY CABLES,
 MD1004'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST
 MD1004'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 MD1004'THE GROUND SURFACE.
 MD1004
 MD1004                          STATION RECOVERY (1997)
 MD1004
 MD1004'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1314 ***********************************************************************
 MD1314  DESIGNATION -  Z 135 RESET
 MD1314  PID         -  MD1314
 MD1314  STATE/COUNTY-  IN/HUNTINGTON
 MD1314  COUNTRY     -  US
 MD1314  USGS QUAD   -  SOUTH WHITLEY EAST (2019)
 MD1314
 MD1314                         *CURRENT SURVEY CONTROL
 MD1314  ______________________________________________________________________
 MD1314* NAD 83(1986) POSITION- 41 00 12.     (N) 085 32 07.     (W)   SCALED
 MD1314* NAVD 88 ORTHO HEIGHT -   262.40  (meters)      860.9   (feet) RESET
 MD1314  ______________________________________________________________________
 MD1314  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 MD1314  VERT ORDER      -  THIRD
 MD1314
 MD1314.The horizontal coordinates were scaled from a map and have
 MD1314.an estimated accuracy of +/- 6 seconds.
 MD1314
 MD1314.The orthometric height was computed from unverified reset data.
 MD1314
 MD1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1314.GEOID18 height accuracy estimate available here.
 MD1314
 MD1314.Click photographs - Photos may exist for this station.
 MD1314
 MD1314;                    North         East    Units  Estimated Accuracy
 MD1314;SPC IN E     -   638,940.      111,050.      MT  (+/- 180 meters Scaled)
 MD1314
 MD1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL231401(NAD 83)
 MD1314
 MD1314                          SUPERSEDED SURVEY CONTROL
 MD1314
 MD1314.No superseded survey control is available for this station.
 MD1314
 MD1314_MARKER: DB = BENCH MARK DISK
 MD1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1314_STAMPING: Z 135 1946 RESET 1966
 MD1314_MARK LOGO: CGS
 MD1314_PROJECTION: PROJECTING 15 CENTIMETERS
 MD1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1314+STABILITY: SURFACE MOTION
 MD1314
 MD1314  HISTORY     - Date     Condition        Report By
 MD1314  HISTORY     - 1966     MONUMENTED       CGS
 MD1314
 MD1314                          STATION DESCRIPTION
 MD1314
 MD1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MD1314'2 MI E FROM LUTHER.
 MD1314'THE MARK IS 3.35 MILES WEST OF THE INTERSECTION OF STATE ROUTES
 MD1314'9 AND 114, 2.0 MILES EAST ALONG STATE ROUTE 114 FROM THE
 MD1314'INTERSECTION OF STATE ROUTE 5 AT LUTHER, AND 0.15 MILE EAST OF
 MD1314'THE JUNCTION OF A T-ROAD LEADING NORTH.  IT IS 100 FEET EAST OF
 MD1314'THE APPOXIMATE CENTER OF A GRAVELED DRIVEWAY, 60 FEET NORTH OF
 MD1314'A 14-INCH ELM TREE, 50 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MD1314'STATE ROUTE 114, 3 FEET WEST OF A FENCE, AND 2.0 FEET WEST OF A
 MD1314'METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF
 MD1314'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 MD1314'AND THE DISK IS STAMPED Z 135 1946 RESET 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1182 ***********************************************************************
 ME1182  DESIGNATION -  Z 136
 ME1182  PID         -  ME1182
 ME1182  STATE/COUNTY-  IN/LAKE
 ME1182  COUNTRY     -  US
 ME1182  USGS QUAD   -  CROWN POINT (2019)
 ME1182
 ME1182                         *CURRENT SURVEY CONTROL
 ME1182  ______________________________________________________________________
 ME1182* NAD 83(1986) POSITION- 41 25 37.     (N) 087 21 51.     (W)   SCALED
 ME1182* NAVD 88 ORTHO HEIGHT -   214.738 (meters)      704.52  (feet) ADJUSTED
 ME1182  ______________________________________________________________________
 ME1182  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 ME1182  DYNAMIC HEIGHT  -        214.651 (meters)      704.23  (feet) COMP
 ME1182  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 ME1182
 ME1182  VERT ORDER      -  SECOND    CLASS 0
 ME1182
 ME1182.The horizontal coordinates were scaled from a map and have
 ME1182.an estimated accuracy of +/- 6 seconds.
 ME1182
 ME1182.The orthometric height was determined by differential leveling and
 ME1182.adjusted by the NATIONAL GEODETIC SURVEY
 ME1182.in June 1991.
 ME1182
 ME1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1182.GEOID18 height accuracy estimate available here.
 ME1182
 ME1182.Click photographs - Photos may exist for this station.
 ME1182
 ME1182.The dynamic height is computed by dividing the NAVD 88
 ME1182.geopotential number by the normal gravity value computed on the
 ME1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1182.degrees latitude (g = 980.6199 gals.).
 ME1182
 ME1182.The modeled gravity was interpolated from observed gravity values.
 ME1182
 ME1182;                    North         East    Units  Estimated Accuracy
 ME1182;SPC IN W     -   686,010.      876,530.      MT  (+/- 180 meters Scaled)
 ME1182
 ME1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL695862(NAD 83)
 ME1182
 ME1182                          SUPERSEDED SURVEY CONTROL
 ME1182
 ME1182  NGVD 29 (??/??/92)  214.827  (m)          704.81   (f) ADJ UNCH    2 0
 ME1182
 ME1182.Superseded values are not recommended for survey control.
 ME1182
 ME1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1182.See file dsdata.pdf to determine how the superseded data were derived.
 ME1182
 ME1182_MARKER: DB = BENCH MARK DISK
 ME1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1182_SP_SET: BUILDING
 ME1182_STAMPING: Z 136 1946
 ME1182_MARK LOGO: CGS
 ME1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1182+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 ME1182
 ME1182  HISTORY     - Date     Condition        Report By
 ME1182  HISTORY     - 1946     MONUMENTED       CGS
 ME1182  HISTORY     - 1968     GOOD             CGS
 ME1182  HISTORY     - 20040324 GOOD             USI
 ME1182  HISTORY     - 20070804 MARK NOT FOUND   GEOCAC
 ME1182
 ME1182                          STATION DESCRIPTION
 ME1182
 ME1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1182'AT CROWN POINT.
 ME1182'AT CROWN POINT, ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 55
 ME1182'FROM THE COURT HOUSE, AT THE MERZ MACHINE AND TOOL WORKS, 920
 ME1182'NORTH MAIN STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 ME1182'NORTHWEST CORNER OF THE BUILDING, 10 INCHES EAST OF THE NORTHWEST
 ME1182'CORNER, 6 INCHES ABOVE THE GROUND AND SET IN A DRILL HOLE.
 ME1182'NOTE-- THE BUILDING IS THE FIRST BUILDING NORTH OF THE
 ME1182'PENNSYLVANIA RAILROAD.
 ME1182
 ME1182                          STATION RECOVERY (1968)
 ME1182
 ME1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1182'RECOVERED IN GOOD CONDITION.
 ME1182
 ME1182                          STATION RECOVERY (2004)
 ME1182
 ME1182'RECOVERY NOTE BY USI CONSULTANTS INC 2004
 ME1182'RECOVERED IN GOOD CONDITION.
 ME1182
 ME1182                          STATION RECOVERY (2007)
 ME1182
 ME1182'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME1182'BUILDING HAS BEEN RAZED AND REPLACED WITH A MINI MALL. MARK PROBABLY
 ME1182'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1227 ***********************************************************************
 ME1227  DESIGNATION -  Z 137
 ME1227  PID         -  ME1227
 ME1227  STATE/COUNTY-  IN/LAKE
 ME1227  COUNTRY     -  US
 ME1227  USGS QUAD   -  SAINT JOHN (2019)
 ME1227
 ME1227                         *CURRENT SURVEY CONTROL
 ME1227  ______________________________________________________________________
 ME1227* NAD 83(1986) POSITION- 41 23 03.     (N) 087 26 08.     (W)   SCALED
 ME1227* NAVD 88 ORTHO HEIGHT -   222.444 (meters)      729.80  (feet) ADJUSTED
 ME1227  ______________________________________________________________________
 ME1227  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 ME1227  DYNAMIC HEIGHT  -        222.354 (meters)      729.51  (feet) COMP
 ME1227  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 ME1227
 ME1227  VERT ORDER      -  SECOND    CLASS 0
 ME1227
 ME1227.The horizontal coordinates were scaled from a map and have
 ME1227.an estimated accuracy of +/- 6 seconds.
 ME1227
 ME1227.The orthometric height was determined by differential leveling and
 ME1227.adjusted by the NATIONAL GEODETIC SURVEY
 ME1227.in June 1991.
 ME1227
 ME1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1227.GEOID18 height accuracy estimate available here.
 ME1227
 ME1227.Click photographs - Photos may exist for this station.
 ME1227
 ME1227.The dynamic height is computed by dividing the NAVD 88
 ME1227.geopotential number by the normal gravity value computed on the
 ME1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1227.degrees latitude (g = 980.6199 gals.).
 ME1227
 ME1227.The modeled gravity was interpolated from observed gravity values.
 ME1227
 ME1227;                    North         East    Units  Estimated Accuracy
 ME1227;SPC IN W     -   681,280.      870,540.      MT  (+/- 180 meters Scaled)
 ME1227
 ME1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL635814(NAD 83)
 ME1227
 ME1227                          SUPERSEDED SURVEY CONTROL
 ME1227
 ME1227  NGVD 29 (??/??/92)  222.529  (m)          730.08   (f) ADJ UNCH    2 0
 ME1227
 ME1227.Superseded values are not recommended for survey control.
 ME1227
 ME1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1227.See file dsdata.pdf to determine how the superseded data were derived.
 ME1227
 ME1227_MARKER: DB = BENCH MARK DISK
 ME1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1227_STAMPING: Z 137 1946
 ME1227_MARK LOGO: CGS
 ME1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1227+STABILITY: SURFACE MOTION
 ME1227
 ME1227  HISTORY     - Date     Condition        Report By
 ME1227  HISTORY     - 1946     MONUMENTED       CGS
 ME1227  HISTORY     - 1979     GOOD             LOCSUR
 ME1227  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1227  HISTORY     - 20210226 MARK NOT FOUND   INDOT
 ME1227
 ME1227                          STATION DESCRIPTION
 ME1227
 ME1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1227'1.6 MI E FROM COOK.
 ME1227'ABOUT 1.65 MILES EAST ALONG THE COOK-CEDAR LAKE ROAD FROM THE
 ME1227'NEW YORK CENTRAL RAILROAD STATION AT COOK, ABOUT 1.1 MILES NORTH
 ME1227'AND NORTHWEST FROM THE COLEMAN HOTEL AT CEDAR LAKE, AT THE R.H.
 ME1227'JONES HOUSE, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ME1227'HOUSE, 19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.5 FEET
 ME1227'SOUTHWEST OF POWER POLE NO. 365/927, 36 FEET NORTHWEST AND ACROSS
 ME1227'THE ROAD FROM A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE
 ME1227'WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 ME1227'OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1227
 ME1227                          STATION RECOVERY (1979)
 ME1227
 ME1227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1227'RECOVERED IN GOOD CONDITION.
 ME1227
 ME1227                          STATION RECOVERY (1990)
 ME1227
 ME1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1227'MARK NOT FOUND.
 ME1227
 ME1227                          STATION RECOVERY (2021)
 ME1227
 ME1227'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1227'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1253 ***********************************************************************
 ME1253  DESIGNATION -  Z 139
 ME1253  PID         -  ME1253
 ME1253  STATE/COUNTY-  IN/LAKE
 ME1253  COUNTRY     -  US
 ME1253  USGS QUAD   -  PALMER (2019)
 ME1253
 ME1253                         *CURRENT SURVEY CONTROL
 ME1253  ______________________________________________________________________
 ME1253* NAD 83(1986) POSITION- 41 28 34.     (N) 087 14 20.     (W)   SCALED
 ME1253* NAVD 88 ORTHO HEIGHT -   205.750 (meters)      675.03  (feet) ADJUSTED
 ME1253  ______________________________________________________________________
 ME1253  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 ME1253  DYNAMIC HEIGHT  -        205.669 (meters)      674.77  (feet) COMP
 ME1253  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 ME1253
 ME1253  VERT ORDER      -  SECOND    CLASS 0
 ME1253
 ME1253.The horizontal coordinates were scaled from a map and have
 ME1253.an estimated accuracy of +/- 6 seconds.
 ME1253
 ME1253.The orthometric height was determined by differential leveling and
 ME1253.adjusted by the NATIONAL GEODETIC SURVEY
 ME1253.in June 1991.
 ME1253
 ME1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1253.GEOID18 height accuracy estimate available here.
 ME1253
 ME1253.Click photographs - Photos may exist for this station.
 ME1253
 ME1253.The dynamic height is computed by dividing the NAVD 88
 ME1253.geopotential number by the normal gravity value computed on the
 ME1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1253.degrees latitude (g = 980.6199 gals.).
 ME1253
 ME1253.The modeled gravity was interpolated from observed gravity values.
 ME1253
 ME1253;                    North         East    Units  Estimated Accuracy
 ME1253;SPC IN W     -   691,440.      887,010.      MT  (+/- 180 meters Scaled)
 ME1253
 ME1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800916(NAD 83)
 ME1253
 ME1253                          SUPERSEDED SURVEY CONTROL
 ME1253
 ME1253  NGVD 29 (??/??/92)  205.840  (m)          675.33   (f) ADJ UNCH    2 0
 ME1253
 ME1253.Superseded values are not recommended for survey control.
 ME1253
 ME1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1253.See file dsdata.pdf to determine how the superseded data were derived.
 ME1253
 ME1253_MARKER: DB = BENCH MARK DISK
 ME1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1253_STAMPING: Z 139 1946
 ME1253_MARK LOGO: CGS
 ME1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1253+STABILITY: SURFACE MOTION
 ME1253
 ME1253  HISTORY     - Date     Condition        Report By
 ME1253  HISTORY     - 1946     MONUMENTED       CGS
 ME1253  HISTORY     - 1975     GOOD             BRADY
 ME1253  HISTORY     - 20011012 GOOD             INDIV
 ME1253  HISTORY     - 20130215 MARK NOT FOUND   INDOT
 ME1253  HISTORY     - 20210312 MARK NOT FOUND   INDOT
 ME1253
 ME1253                          STATION DESCRIPTION
 ME1253
 ME1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1253'6 MI N FROM PALMER.
 ME1253'ABOUT 6.0 MILE NORTH ALONG A PAVED ROAD FROM THE PALMER SCHOOL
 ME1253'AT PALMER, ABOUT 0.35 MILE NORTH OF THE INTERSECTION OF U.S.
 ME1253'HIGHWAY 30, AT THE INTERSECTION OF STATE HIGHWAY 330, SET IN
 ME1253'THE SOUTHEAST QUARTER OF THE INTERSECTION, 31 FEET SOUTH OF THE
 ME1253'CENTER LINE OF ST. HWY. 330, 24 FEET EAST OF THE CENTER LINE
 ME1253'OF THE ROAD, 7 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET SOUTH
 ME1253'OF POWER POLE NO. 310/070, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 ME1253'POST, ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY, AND SET
 ME1253'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1253
 ME1253                          STATION RECOVERY (1975)
 ME1253
 ME1253'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 ME1253'RECOVERED IN GOOD CONDITION.
 ME1253
 ME1253                          STATION RECOVERY (2001)
 ME1253
 ME1253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SK)
 ME1253'RECOVERED IN GOOD CONDITION.
 ME1253
 ME1253                          STATION RECOVERY (2013)
 ME1253
 ME1253'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (DLF)
 ME1253'MARK NOT FOUND.
 ME1253
 ME1253                          STATION RECOVERY (2021)
 ME1253
 ME1253'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (MP)
 ME1253'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0655 ***********************************************************************
 MD0655  DESIGNATION -  Z 14
 MD0655  PID         -  MD0655
 MD0655  STATE/COUNTY-  IN/ALLEN
 MD0655  COUNTRY     -  US
 MD0655  USGS QUAD   -  ARCOLA (2019)
 MD0655
 MD0655                         *CURRENT SURVEY CONTROL
 MD0655  ______________________________________________________________________
 MD0655* NAD 83(1986) POSITION- 41 06 09.     (N) 085 17 38.     (W)   SCALED
 MD0655* NAVD 88 ORTHO HEIGHT -   257.034 (meters)      843.29  (feet) ADJUSTED
 MD0655  ______________________________________________________________________
 MD0655  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 MD0655  DYNAMIC HEIGHT  -        256.934 (meters)      842.96  (feet) COMP
 MD0655  MODELED GRAVITY -    980,227.3   (mgal)                       NAVD 88
 MD0655
 MD0655  VERT ORDER      -  FIRST     CLASS I
 MD0655
 MD0655.The horizontal coordinates were scaled from a map and have
 MD0655.an estimated accuracy of +/- 6 seconds.
 MD0655
 MD0655.The orthometric height was determined by differential leveling and
 MD0655.adjusted by the NATIONAL GEODETIC SURVEY
 MD0655.in June 1991.
 MD0655
 MD0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0655.GEOID18 height accuracy estimate available here.
 MD0655
 MD0655.Click photographs - Photos may exist for this station.
 MD0655
 MD0655.The dynamic height is computed by dividing the NAVD 88
 MD0655.geopotential number by the normal gravity value computed on the
 MD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0655.degrees latitude (g = 980.6199 gals.).
 MD0655
 MD0655.The modeled gravity was interpolated from observed gravity values.
 MD0655
 MD0655;                    North         East    Units  Estimated Accuracy
 MD0655;SPC IN E     -   650,010.      131,310.      MT  (+/- 180 meters Scaled)
 MD0655
 MD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL432515(NAD 83)
 MD0655
 MD0655                          SUPERSEDED SURVEY CONTROL
 MD0655
 MD0655  NGVD 29 (01/19/93)  257.192  (m)          843.80   (f) ADJUSTED    1 1
 MD0655  NGVD 29 (??/??/92)  257.192  (m)          843.80   (f) SUPERSEDED  1 1
 MD0655
 MD0655.Superseded values are not recommended for survey control.
 MD0655
 MD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0655.See file dsdata.pdf to determine how the superseded data were derived.
 MD0655
 MD0655_MARKER: DB = BENCH MARK DISK
 MD0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0655_STAMPING: Z 14 1930 843.804
 MD0655_MARK LOGO: CGS
 MD0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0655+STABILITY: SURFACE MOTION
 MD0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0655+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2013
 MD0655
 MD0655  HISTORY     - Date     Condition        Report By
 MD0655  HISTORY     - 1930     MONUMENTED       CGS
 MD0655  HISTORY     - 1968     GOOD             CGS
 MD0655  HISTORY     - 19921009 GOOD             NGS
 MD0655  HISTORY     - 20060728 GOOD             INDIV
 MD0655  HISTORY     - 20131210 GOOD             LFA
 MD0655
 MD0655                          STATION DESCRIPTION
 MD0655
 MD0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0655'AT ARCOLA.
 MD0655'AT ARCOLA, ABOUT 0.2 MILE SOUTHEAST ALONG THE PENN CENTRAL
 MD0655'RAILROAD FROM THE CROSSING OF ARCOLA ROAD, ABOUT 0.1 MILE
 MD0655'NORTHWEST OF MILEPOST 328, 141 FEET SOUTHEAST OF THE CENTER OF
 MD0655'THE CROSSING OF EME ROAD AND THE EASTBOUND LANE, 115 FEET EAST
 MD0655'OF THE CENTER LINE OF EME ROAD, 49.5 FEET SOUTHWEST OF THE
 MD0655'SOUTHWEST RAIL OF THE EAST-BOUND TRACK, 10.6 FEET NORTHEAST OF
 MD0655'THE NORTHEAST RAIL OF A SIDE TRACK, 5 FEET NORTHWEST OF A
 MD0655'TELEGRAPH POLE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 MD0655'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 MD0655'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MD0655'SEC 33, T 31 N, R 11 E.
 MD0655
 MD0655                          STATION RECOVERY (1992)
 MD0655
 MD0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0655'IN ARCOLA, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND EME
 MD0655'STREET, 34.2 M (112.2 FT) SOUTHEAST OF THE CENTER OF THE STREET, 15.1
 MD0655'M (49.5 FT) SOUTHWEST OF THE NEAR RAIL, 3.3 M (10.8 FT) NORTHEAST OF
 MD0655'THE NEAR RAIL OF A SPUR TRACK, 1.3 M (4.3 FT) NORTHWEST OF A UTILITY
 MD0655'POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT)
 MD0655'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 MD0655'ABOVE THE GROUND SURFACE.
 MD0655
 MD0655                          STATION RECOVERY (2006)
 MD0655
 MD0655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0655'STATION IS 10.8FT PERPEDICULAR DISTANCE NORTH OF NORTH RAIL OF SPUR,
 MD0655'49.8FT PERPENDICULAR DISTANCE SOUTH OF SOUTH RAIL OF MAIN LINE TRACK,
 MD0655'113.7FT PERPENDICULAR DISTANCE EAST OF CENTERLINE OF PAVEMENT OF EME
 MD0655'ROAD, AND 62.4FT PERPENDICULAR DISTANCE NORTH OF NORTH WALL OF
 MD0655'BUILDING.  MARK PROJECTS 4 INCHES.
 MD0655
 MD0655                          STATION RECOVERY (2013)
 MD0655
 MD0655'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2013 (SST)
 MD0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1247 ***********************************************************************
 ME1247  DESIGNATION -  Z 140
 ME1247  PID         -  ME1247
 ME1247  STATE/COUNTY-  IN/PORTER
 ME1247  COUNTRY     -  US
 ME1247  USGS QUAD   -  VALPARAISO (2019)
 ME1247
 ME1247                         *CURRENT SURVEY CONTROL
 ME1247  ______________________________________________________________________
 ME1247* NAD 83(1986) POSITION- 41 26 04.28   (N) 087 06 36.00   (W)   HD_HELD1
 ME1247* NAVD 88 ORTHO HEIGHT -   228.543 (meters)      749.81  (feet) ADJUSTED
 ME1247  ______________________________________________________________________
 ME1247  GEOID HEIGHT    -        -33.755 (meters)                     GEOID18
 ME1247  DYNAMIC HEIGHT  -        228.451 (meters)      749.51  (feet) COMP
 ME1247  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 ME1247
 ME1247  VERT ORDER      -  SECOND    CLASS 0
 ME1247
 ME1247.The horizontal coordinates were determined by differentially corrected
 ME1247.hand held GPS observations or other comparable positioning techniques
 ME1247.and have an estimated accuracy of +/- 3 meters.
 ME1247
 ME1247.The orthometric height was determined by differential leveling and
 ME1247.adjusted by the NATIONAL GEODETIC SURVEY
 ME1247.in June 1991.
 ME1247
 ME1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1247.GEOID18 height accuracy estimate available here.
 ME1247
 ME1247.Click photographs - Photos may exist for this station.
 ME1247
 ME1247.The dynamic height is computed by dividing the NAVD 88
 ME1247.geopotential number by the normal gravity value computed on the
 ME1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1247.degrees latitude (g = 980.6199 gals.).
 ME1247
 ME1247.The modeled gravity was interpolated from observed gravity values.
 ME1247
 ME1247;                    North         East    Units  Estimated Accuracy
 ME1247;SPC IN W     -   686,814.1     897,771.3     MT  (+/- 3 meters HH1 GPS) 
 ME1247
 ME1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9080987000(NAD 83)
 ME1247
 ME1247                          SUPERSEDED SURVEY CONTROL
 ME1247
 ME1247  NGVD 29 (??/??/92)  228.635  (m)          750.11   (f) ADJ UNCH    2 0
 ME1247
 ME1247.Superseded values are not recommended for survey control.
 ME1247
 ME1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1247.See file dsdata.pdf to determine how the superseded data were derived.
 ME1247
 ME1247_MARKER: DB = BENCH MARK DISK
 ME1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1247_STAMPING: Z 140 1946
 ME1247_MARK LOGO: CGS
 ME1247_PROJECTION: FLUSH
 ME1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1247+STABILITY: SURFACE MOTION
 ME1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1247+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2023
 ME1247
 ME1247  HISTORY     - Date     Condition        Report By
 ME1247  HISTORY     - 1946     MONUMENTED       CGS
 ME1247  HISTORY     - 1972     GOOD             BRADY
 ME1247  HISTORY     - 1978     GOOD             LOCSUR
 ME1247  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1247  HISTORY     - 20230728 GOOD             IN-127
 ME1247
 ME1247                          STATION DESCRIPTION
 ME1247
 ME1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1247'3.6 MI SW FROM VALPARAISO.
 ME1247'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE COURT
 ME1247'HOUSE AT VALPARAISO, AT THE INTERSECTION OF AN EAST-WEST GRAVEL
 ME1247'ROAD, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION, 42 FEET
 ME1247'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTHEAST
 ME1247'OF A TELEPHONE POLE, 38 FEET SOUTH OF THE CENTER LINE OF THE
 ME1247'GRAVEL ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 ME1247'1 FOOT NORTH OF A FENCE LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND
 ME1247'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 ME1247
 ME1247                          STATION RECOVERY (1972)
 ME1247
 ME1247'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1247'RECOVERED IN GOOD CONDITION.
 ME1247
 ME1247                          STATION RECOVERY (1978)
 ME1247
 ME1247'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1247'RECOVERED IN GOOD CONDITION.
 ME1247
 ME1247                          STATION RECOVERY (1990)
 ME1247
 ME1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME1247'MARK NOT FOUND.
 ME1247
 ME1247                          STATION RECOVERY (2023)
 ME1247
 ME1247'RECOVERY NOTE BY PORTER COUNTY INDIANA 2023 (WEE)
 ME1247'TO REACH FROM THE COURT HOUSE AT VALPARAISO, GO ABOUT 3.6 MI (5.8 KM)
 ME1247'SOUTHWEST ALONG STATE HIGHWAY 2 TO THE INTERSECTION OF DIVISION ROAD
 ME1247'AND THE MONUMENT IS IN THE SOUTHEAST QUADRANT.  43.1 FT (13.1 M)
 ME1247'SOUTHEASTERLY OF THE CENTERLINE OF HIGHWAY, 30.3 FT (9.2 M) SOUTH OF
 ME1247'THE CENTERLINE OF DIVISION ROAD.  13.1 FT (4.0 M) NORTHEAST OF CENTER
 ME1247'OF NORTHEAST BOLT OF TRAFFIC SIGNAL POLE, 24.1 FT (7.3 M) NORTHEAST OF
 ME1247'TELEPHONE PEDESTAL.
 ME1247'
 ME1247'MONUMENT IS ABOUT 1 FT (0.3 M) HIGHER THAN THE HIGHWAY AND SET IN THE
 ME1247'TOP OF CONCRETE POST FLUSH WITH THE GROUND, BERNTSEN MAGNET SET ON
 ME1247'WEST FACE OF CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0592 ***********************************************************************
 ME0592  DESIGNATION -  Z 142
 ME0592  PID         -  ME0592
 ME0592  STATE/COUNTY-  IN/LA PORTE
 ME0592  COUNTRY     -  US
 ME0592  USGS QUAD   -  LA CROSSE (2019)
 ME0592
 ME0592                         *CURRENT SURVEY CONTROL
 ME0592  ______________________________________________________________________
 ME0592* NAD 83(1986) POSITION- 41 16 47.89   (N) 086 53 27.16   (W)   HD_HELD1
 ME0592* NAVD 88 ORTHO HEIGHT -   203.092 (meters)      666.31  (feet) ADJUSTED
 ME0592  ______________________________________________________________________
 ME0592  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 ME0592  DYNAMIC HEIGHT  -        203.006 (meters)      666.03  (feet) COMP
 ME0592  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 ME0592
 ME0592  VERT ORDER      -  SECOND    CLASS 0
 ME0592
 ME0592.The horizontal coordinates were determined by differentially corrected
 ME0592.hand held GPS observations or other comparable positioning techniques
 ME0592.and have an estimated accuracy of +/- 3 meters.
 ME0592
 ME0592.The orthometric height was determined by differential leveling and
 ME0592.adjusted by the NATIONAL GEODETIC SURVEY
 ME0592.in June 1991.
 ME0592
 ME0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0592.GEOID18 height accuracy estimate available here.
 ME0592
 ME0592.Click photographs - Photos may exist for this station.
 ME0592
 ME0592.The dynamic height is computed by dividing the NAVD 88
 ME0592.geopotential number by the normal gravity value computed on the
 ME0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0592.degrees latitude (g = 980.6199 gals.).
 ME0592
 ME0592.The modeled gravity was interpolated from observed gravity values.
 ME0592
 ME0592;                    North         East    Units  Estimated Accuracy
 ME0592;SPC IN W     -   669,667.5     916,123.0     MT  (+/- 3 meters HH1 GPS) 
 ME0592
 ME0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0913869842(NAD 83)
 ME0592
 ME0592                          SUPERSEDED SURVEY CONTROL
 ME0592
 ME0592  NGVD 29 (??/??/92)  203.175  (m)          666.58   (f) ADJ UNCH    2 0
 ME0592
 ME0592.Superseded values are not recommended for survey control.
 ME0592
 ME0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0592.See file dsdata.pdf to determine how the superseded data were derived.
 ME0592
 ME0592_MARKER: DB = BENCH MARK DISK
 ME0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0592_STAMPING: Z 142 1946
 ME0592_MARK LOGO: CGS
 ME0592_PROJECTION: PROJECTING 8 CENTIMETERS
 ME0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0592+STABILITY: SURFACE MOTION
 ME0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0592+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2022
 ME0592
 ME0592  HISTORY     - Date     Condition        Report By
 ME0592  HISTORY     - 1946     MONUMENTED       CGS
 ME0592  HISTORY     - 1988     GOOD             USPSQD
 ME0592  HISTORY     - 20071103 GOOD             GEOCAC
 ME0592  HISTORY     - 20220729 GOOD             IN-127
 ME0592
 ME0592                          STATION DESCRIPTION
 ME0592
 ME0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0592'2.6 MI S FROM LA CROSSE.
 ME0592'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 43 FROM ITS JUNCTION
 ME0592'WITH STATE HIGHWAY 8 IN LA CROSSE, 0.4 MILE NORTH OF A SIDE
 ME0592'ROAD EAST, 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME0592'TWO STORY WHITE HOUSE THAT IS ON THE EAST SIDE OF THE HIGHWAY,
 ME0592'54 FEET NORTHEAST OF AN 18-INCH MAPLE TREE THAT IS THE MOST
 ME0592'NORTHWESTERLY OF SEVERAL MAPLE TREES IN THE YARD, 44 FEET EAST
 ME0592'OF AND ABOUT 1 FOOT BELOW THE CENTER OF THE HIGHWAY, 38 FEET
 ME0592'SOUTH OF A CORNER FENCE POST, 4.5 FEET NORTH OF POWER POLE NUMBER
 ME0592'421/665, AND ABOUT 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 ME0592'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0592'ABOUT 6-INCHES.
 ME0592
 ME0592                          STATION RECOVERY (1988)
 ME0592
 ME0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 ME0592'RECOVERED IN GOOD CONDITION.
 ME0592
 ME0592                          STATION RECOVERY (2007)
 ME0592
 ME0592'RECOVERY NOTE BY GEOCACHING 2007 (BPS)
 ME0592'RECOVERED IN GOOD CONDITION.
 ME0592
 ME0592                          STATION RECOVERY (2022)
 ME0592
 ME0592'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME0592'DESCRIBED BY PORTER COUNTY SURVEYORS OFFICE (WEE) FROM THE
 ME0592'INTERSECTION OF STATE HIGHWAY 421 AND STATE HIGHWAY 8 IN THE TOWN OF
 ME0592'LACROSSE, GO SOUTH ON STATE HIGHWAY 421, 2.6 MI (4.2 KM) AND STATION
 ME0592'IS ON THE LEFT, 44 FT (13.4 M) EAST OF AND ABOUT 1 FT (0.3 M) BELOW
 ME0592'CENTER OF HIGHWAY, 61 FT (18.6 M) NORTHWEST OF A 2 STORY HOUSE AT
 ME0592'22651 S HIGHWAY 421, 24.5 FT (7.5 M) WESTERLY OF A 12 INCH (30 CM)
 ME0592'MAPLE TREE, 1.2 FT (0.4 M) NORTH OF A UTILITY POLE NO. 430-191.
 ME0592'STATION IS A BRONZE DISK SET IN CONCRETE PROJECTION ABOUT 3 INCHES (8
 ME0592'CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1309 ***********************************************************************
 ME1309  DESIGNATION -  Z 143
 ME1309  PID         -  ME1309
 ME1309  STATE/COUNTY-  IN/PORTER
 ME1309  COUNTRY     -  US
 ME1309  USGS QUAD   -  VALPARAISO (2019)
 ME1309
 ME1309                         *CURRENT SURVEY CONTROL
 ME1309  ______________________________________________________________________
 ME1309* NAD 83(1986) POSITION- 41 25 13.     (N) 087 01 36.     (W)   SCALED
 ME1309* NAVD 88 ORTHO HEIGHT -   223.356 (meters)      732.79  (feet) ADJUSTED
 ME1309  ______________________________________________________________________
 ME1309  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 ME1309  DYNAMIC HEIGHT  -        223.265 (meters)      732.50  (feet) COMP
 ME1309  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 ME1309
 ME1309  VERT ORDER      -  SECOND    CLASS 0
 ME1309
 ME1309.The horizontal coordinates were scaled from a map and have
 ME1309.an estimated accuracy of +/- 6 seconds.
 ME1309
 ME1309.The orthometric height was determined by differential leveling and
 ME1309.adjusted by the NATIONAL GEODETIC SURVEY
 ME1309.in June 1991.
 ME1309
 ME1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1309.GEOID18 height accuracy estimate available here.
 ME1309
 ME1309.Click photographs - Photos may exist for this station.
 ME1309
 ME1309.The dynamic height is computed by dividing the NAVD 88
 ME1309.geopotential number by the normal gravity value computed on the
 ME1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1309.degrees latitude (g = 980.6199 gals.).
 ME1309
 ME1309.The modeled gravity was interpolated from observed gravity values.
 ME1309
 ME1309;                    North         East    Units  Estimated Accuracy
 ME1309;SPC IN W     -   685,230.      904,740.      MT  (+/- 180 meters Scaled)
 ME1309
 ME1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977854(NAD 83)
 ME1309
 ME1309                          SUPERSEDED SURVEY CONTROL
 ME1309
 ME1309  NGVD 29 (??/??/92)  223.45   (m)          733.1    (f) COMPUTED    2 0
 ME1309
 ME1309.Superseded values are not recommended for survey control.
 ME1309
 ME1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1309.See file dsdata.pdf to determine how the superseded data were derived.
 ME1309
 ME1309_MARKER: DB = BENCH MARK DISK
 ME1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1309_STAMPING: Z 143 1946
 ME1309_MARK LOGO: CGS
 ME1309_PROJECTION: PROJECTING 15 CENTIMETERS
 ME1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1309+STABILITY: SURFACE MOTION
 ME1309
 ME1309  HISTORY     - Date     Condition        Report By
 ME1309  HISTORY     - 1946     MONUMENTED       CGS
 ME1309  HISTORY     - 1975     GOOD             SCS
 ME1309
 ME1309                          STATION DESCRIPTION
 ME1309
 ME1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1309'3 MI N FROM MALDEN.
 ME1309'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE
 ME1309'AND OHIO RAILWAY STATION AT MALDEN, 0.2 MILE NORTH OF THE
 ME1309'JUNCTION OF A SIDE ROAD WEST, AT CLARENCE MILLERS FARM HOME, 80
 ME1309'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29 FEET EAST
 ME1309'AND ABOUT 1 FOOT ABOVE THE CENTER OF THE HIGHWAY, 17 FEET
 ME1309'NORTHWEST OF A 10-INCH PEAR TREE, 7 FEET SOUTH OF A TELEPHONE
 ME1309'POLE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A BRONZE
 ME1309'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6-INCHES.
 ME1309
 ME1309                          STATION RECOVERY (1975)
 ME1309
 ME1309'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1975
 ME1309'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1310 ***********************************************************************
 ME1310  DESIGNATION -  Z 143 RESET
 ME1310  PID         -  ME1310
 ME1310  STATE/COUNTY-  IN/PORTER
 ME1310  COUNTRY     -  US
 ME1310  USGS QUAD   -  VALPARAISO (2019)
 ME1310
 ME1310                         *CURRENT SURVEY CONTROL
 ME1310  ______________________________________________________________________
 ME1310* NAD 83(1986) POSITION- 41 25 13.     (N) 087 01 36.     (W)   SCALED
 ME1310* NAVD 88 ORTHO HEIGHT -   223.39  (meters)      732.9   (feet) RESET
 ME1310  ______________________________________________________________________
 ME1310  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 ME1310  VERT ORDER      -  THIRD
 ME1310
 ME1310.The horizontal coordinates were scaled from a map and have
 ME1310.an estimated accuracy of +/- 6 seconds.
 ME1310
 ME1310.The orthometric height was computed from unverified reset data.
 ME1310
 ME1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1310.GEOID18 height accuracy estimate available here.
 ME1310
 ME1310.Click photographs - Photos may exist for this station.
 ME1310
 ME1310;                    North         East    Units  Estimated Accuracy
 ME1310;SPC IN W     -   685,230.      904,740.      MT  (+/- 180 meters Scaled)
 ME1310
 ME1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977854(NAD 83)
 ME1310
 ME1310                          SUPERSEDED SURVEY CONTROL
 ME1310
 ME1310.No superseded survey control is available for this station.
 ME1310
 ME1310_MARKER: DB = BENCH MARK DISK
 ME1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1310_STAMPING: Z 143 1946 RESET 1956
 ME1310_MARK LOGO: CGS
 ME1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1310+STABILITY: SURFACE MOTION
 ME1310
 ME1310  HISTORY     - Date     Condition        Report By
 ME1310  HISTORY     - 1956     MONUMENTED       CGS
 ME1310  HISTORY     - 1956     GOOD             CGS
 ME1310
 ME1310                          STATION DESCRIPTION
 ME1310
 ME1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME1310'3 MI N FROM MALDEN.
 ME1310'3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE
 ME1310'AND OHIO RAILROAD STATION AT MALDEN, AT THE CLARENCE MILLER
 ME1310'HOME, 44 FEET EAST OF THE CENTER LINE OF HIGHWAY, 32 FEET
 ME1310'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 3 FEET NORTH
 ME1310'NORTHEAST OF TELEPHONE POLE, 2 FEET SOUTH OF WHITE WITNESS POST,
 ME1310'4 FEET ABOVE THE LEVEL OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0392 ***********************************************************************
 ME0392  DESIGNATION -  Z 144
 ME0392  PID         -  ME0392
 ME0392  STATE/COUNTY-  IN/FULTON
 ME0392  COUNTRY     -  US
 ME0392  USGS QUAD   -  ROCHESTER (2019)
 ME0392
 ME0392                         *CURRENT SURVEY CONTROL
 ME0392  ______________________________________________________________________
 ME0392* NAD 83(1986) POSITION- 41 01 09.     (N) 086 13 41.     (W)   SCALED
 ME0392* NAVD 88 ORTHO HEIGHT -   239.729 (meters)      786.51  (feet) ADJUSTED
 ME0392  ______________________________________________________________________
 ME0392  GEOID HEIGHT    -        -33.723 (meters)                     GEOID18
 ME0392  DYNAMIC HEIGHT  -        239.624 (meters)      786.17  (feet) COMP
 ME0392  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 ME0392
 ME0392  VERT ORDER      -  SECOND    CLASS 0
 ME0392
 ME0392.The horizontal coordinates were scaled from a map and have
 ME0392.an estimated accuracy of +/- 6 seconds.
 ME0392
 ME0392.The orthometric height was determined by differential leveling and
 ME0392.adjusted by the NATIONAL GEODETIC SURVEY
 ME0392.in June 1991.
 ME0392
 ME0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0392.GEOID18 height accuracy estimate available here.
 ME0392
 ME0392.Click photographs - Photos may exist for this station.
 ME0392
 ME0392.The dynamic height is computed by dividing the NAVD 88
 ME0392.geopotential number by the normal gravity value computed on the
 ME0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0392.degrees latitude (g = 980.6199 gals.).
 ME0392
 ME0392.The modeled gravity was interpolated from observed gravity values.
 ME0392
 ME0392;                    North         East    Units  Estimated Accuracy
 ME0392;SPC IN E     -   640,840.       52,780.      MT  (+/- 180 meters Scaled)
 ME0392
 ME0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL649411(NAD 83)
 ME0392
 ME0392                          SUPERSEDED SURVEY CONTROL
 ME0392
 ME0392  NGVD 29 (??/??/92)  239.850  (m)          786.91   (f) ADJ UNCH    2 0
 ME0392
 ME0392.Superseded values are not recommended for survey control.
 ME0392
 ME0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0392.See file dsdata.pdf to determine how the superseded data were derived.
 ME0392
 ME0392_MARKER: DB = BENCH MARK DISK
 ME0392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0392_SP_SET: CULVERT HEADWALL
 ME0392_STAMPING: Z 144 1946
 ME0392_MARK LOGO: CGS
 ME0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0392+STABILITY: SURFACE MOTION
 ME0392
 ME0392  HISTORY     - Date     Condition        Report By
 ME0392  HISTORY     - 1946     MONUMENTED       CGS
 ME0392  HISTORY     - 1990     GOOD             USPSQD
 ME0392
 ME0392                          STATION DESCRIPTION
 ME0392
 ME0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0392'3.2 MI S FROM ROCHESTER.
 ME0392'ABOUT 3.25 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE COUNTY
 ME0392'COURT HOUSE AT ROCHESTER, ABOUT 200 FEET SOUTH OF THE JUNCTION
 ME0392'WITH A GRAVEL ROAD LEADING WEST, IN THE TOP OF THE NORTH END OF
 ME0392'THE WEST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 24 FEET
 ME0392'WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 ME0392'NORTH END OF THE HEADWALL, ABOUT 2 1/2 FEET BELOW HIGHWAY LEVEL.
 ME0392
 ME0392                          STATION RECOVERY (1990)
 ME0392
 ME0392'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 ME0392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0342 ***********************************************************************
 ME0342  DESIGNATION -  Z 145
 ME0342  PID         -  ME0342
 ME0342  STATE/COUNTY-  IN/FULTON
 ME0342  COUNTRY     -  US
 ME0342  USGS QUAD   -  MENTONE (2019)
 ME0342
 ME0342                         *CURRENT SURVEY CONTROL
 ME0342  ______________________________________________________________________
 ME0342* NAD 83(1986) POSITION- 41 10 20.     (N) 086 06 37.     (W)   SCALED
 ME0342* NAVD 88 ORTHO HEIGHT -   236.447 (meters)      775.74  (feet) ADJUSTED
 ME0342  ______________________________________________________________________
 ME0342  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 ME0342  DYNAMIC HEIGHT  -        236.346 (meters)      775.41  (feet) COMP
 ME0342  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 ME0342
 ME0342  VERT ORDER      -  SECOND    CLASS 0
 ME0342
 ME0342.The horizontal coordinates were scaled from a map and have
 ME0342.an estimated accuracy of +/- 6 seconds.
 ME0342
 ME0342.The orthometric height was determined by differential leveling and
 ME0342.adjusted by the NATIONAL GEODETIC SURVEY
 ME0342.in June 1991.
 ME0342
 ME0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0342.GEOID18 height accuracy estimate available here.
 ME0342
 ME0342.Click photographs - Photos may exist for this station.
 ME0342
 ME0342.The dynamic height is computed by dividing the NAVD 88
 ME0342.geopotential number by the normal gravity value computed on the
 ME0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0342.degrees latitude (g = 980.6199 gals.).
 ME0342
 ME0342.The modeled gravity was interpolated from observed gravity values.
 ME0342
 ME0342;                    North         East    Units  Estimated Accuracy
 ME0342;SPC IN E     -   657,780.       62,780.      MT  (+/- 180 meters Scaled)
 ME0342
 ME0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL746582(NAD 83)
 ME0342
 ME0342                          SUPERSEDED SURVEY CONTROL
 ME0342
 ME0342  NGVD 29 (??/??/92)  236.572  (m)          776.15   (f) ADJ UNCH    2 0
 ME0342
 ME0342.Superseded values are not recommended for survey control.
 ME0342
 ME0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0342.See file dsdata.pdf to determine how the superseded data were derived.
 ME0342
 ME0342_MARKER: DB = BENCH MARK DISK
 ME0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0342_STAMPING: Z 145 1946
 ME0342_MARK LOGO: CGS
 ME0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0342+STABILITY: SURFACE MOTION
 ME0342
 ME0342  HISTORY     - Date     Condition        Report By
 ME0342  HISTORY     - 1946     MONUMENTED       CGS
 ME0342  HISTORY     - 1987     POOR             USPSQD
 ME0342  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0342  HISTORY     - 20110316 MARK NOT FOUND   INDOT
 ME0342
 ME0342                          STATION DESCRIPTION
 ME0342
 ME0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0342'4 MI W FROM MENTONE.
 ME0342'ABOUT 3.95 MILES WEST ALONG STATE HIGHWAY 25 FROM THE METHODIST
 ME0342'CHURCH AT MENTONE, ABOUT 0.3 MILE EAST OF THE JUNCTION WITH STATE
 ME0342'HIGHWAY 331, AT A TWO-STORY WHITE FARM HOUSE ON THE SOUTH SIDE
 ME0342'OF THE HIGHWAY, 228 FEET EAST OF A T FENCE CORNER IN THE SOUTH
 ME0342'RIGHT-OF-WAY FENCE LINE, 90 FEET WEST OF THE NORTHWEST CORNER
 ME0342'OF THE HOUSE, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5
 ME0342'FEET NORTHWEST OF A VERTICAL IRON RAIL AT A FENCE CORNER, 3.5
 ME0342'FEET SOUTH OF POWER POLE 278/636, 1 1/2 FOOT NORTH OF THE SOUTH
 ME0342'RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 ME0342'1/2 FOOT ABOVE HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 ME0342'POST PROJECTING ABOUT 6 INCHES.
 ME0342
 ME0342                          STATION RECOVERY (1987)
 ME0342
 ME0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 ME0342'MARK RECOVERED IN POOR CONDITION.
 ME0342
 ME0342                          STATION RECOVERY (1992)
 ME0342
 ME0342'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 ME0342'MARK NOT FOUND.
 ME0342
 ME0342                          STATION RECOVERY (2011)
 ME0342
 ME0342'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (DLG)
 ME0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0985 ***********************************************************************
 LB0985  DESIGNATION -  Z 146
 LB0985  PID         -  LB0985
 LB0985  STATE/COUNTY-  IN/CARROLL
 LB0985  COUNTRY     -  US
 LB0985  USGS QUAD   -  BROOKSTON (2019)
 LB0985
 LB0985                         *CURRENT SURVEY CONTROL
 LB0985  ______________________________________________________________________
 LB0985* NAD 83(1986) POSITION- 40 35 37.05   (N) 086 45 14.94   (W)   HD_HELD1
 LB0985* NAVD 88 ORTHO HEIGHT -   194.911 (meters)      639.47  (feet) ADJUSTED
 LB0985  ______________________________________________________________________
 LB0985  GEOID HEIGHT    -        -33.936 (meters)                     GEOID18
 LB0985  DYNAMIC HEIGHT  -        194.817 (meters)      639.16  (feet) COMP
 LB0985  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 LB0985
 LB0985  VERT ORDER      -  SECOND    CLASS 0
 LB0985
 LB0985.The horizontal coordinates were determined by differentially corrected
 LB0985.hand held GPS observations or other comparable positioning techniques
 LB0985.and have an estimated accuracy of +/- 3 meters.
 LB0985
 LB0985.The orthometric height was determined by differential leveling and
 LB0985.adjusted by the NATIONAL GEODETIC SURVEY
 LB0985.in June 1991.
 LB0985
 LB0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0985.GEOID18 height accuracy estimate available here.
 LB0985
 LB0985.Click photographs - Photos may exist for this station.
 LB0985
 LB0985.The dynamic height is computed by dividing the NAVD 88
 LB0985.geopotential number by the normal gravity value computed on the
 LB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0985.degrees latitude (g = 980.6199 gals.).
 LB0985
 LB0985.The modeled gravity was interpolated from observed gravity values.
 LB0985
 LB0985;                    North         East    Units  Estimated Accuracy
 LB0985;SPC IN W     -   593,483.8     927,864.4     MT  (+/- 3 meters HH1 GPS) 
 LB0985
 LB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2080293676(NAD 83)
 LB0985
 LB0985                          SUPERSEDED SURVEY CONTROL
 LB0985
 LB0985  NGVD 29 (??/??/92)  195.017  (m)          639.82   (f) ADJ UNCH    2 0
 LB0985
 LB0985.Superseded values are not recommended for survey control.
 LB0985
 LB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0985.See file dsdata.pdf to determine how the superseded data were derived.
 LB0985
 LB0985_MARKER: DB = BENCH MARK DISK
 LB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0985_STAMPING: Z 146 1946
 LB0985_MARK LOGO: CGS
 LB0985_PROJECTION: PROJECTING 10 CENTIMETERS
 LB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0985+STABILITY: SURFACE MOTION
 LB0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0985+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 LB0985
 LB0985  HISTORY     - Date     Condition        Report By
 LB0985  HISTORY     - 1946     MONUMENTED       CGS
 LB0985  HISTORY     - 20090330 GOOD             INDOT
 LB0985  HISTORY     - 20120516 GOOD             INDNR
 LB0985
 LB0985                          STATION DESCRIPTION
 LB0985
 LB0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0985'4.4 MI W FROM DELPHI.
 LB0985'ABOUT 4.35 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COUNTY
 LB0985'COURT HOUSE AT DELPHI, AT THE ENTRANCE TO THE BARKER FARM, 21
 LB0985'FEET NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF THE
 LB0985'CENTER LINE OF THE FARM ENTRANCE ROAD, 29 FEET EAST OF A POWER
 LB0985'LINE POLE, 23.5 FEET WEST AND ACROSS THE DIRVEWAY FROM THE SOUTHWEST
 LB0985'CORNER OF A FARM SHED, 3.5 FEET WEST OF A FENCE CORNER, AND ABOUT
 LB0985'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPD Z 146 1946 AND
 LB0985'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LB0985
 LB0985                          STATION RECOVERY (2009)
 LB0985
 LB0985'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2009 (FL)
 LB0985'RECOVERED AS DESCRIBED (FOUND WITH SLIGHT DAMAGE)
 LB0985
 LB0985                          STATION RECOVERY (2012)
 LB0985
 LB0985'RECOVERY NOTE BY IN DEPT OF NAT RES 2012 (BMC)
 LB0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0019 ***********************************************************************
 LB0019  DESIGNATION -  Z 147
 LB0019  PID         -  LB0019
 LB0019  STATE/COUNTY-  IN/CASS
 LB0019  COUNTRY     -  US
 LB0019  USGS QUAD   -  CLYMERS (2019)
 LB0019
 LB0019                         *CURRENT SURVEY CONTROL
 LB0019  ______________________________________________________________________
 LB0019* NAD 83(1986) POSITION- 40 42 25.     (N) 086 24 20.     (W)   SCALED
 LB0019* NAVD 88 ORTHO HEIGHT -   224.257 (meters)      735.75  (feet) ADJUSTED
 LB0019  ______________________________________________________________________
 LB0019  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LB0019  DYNAMIC HEIGHT  -        224.149 (meters)      735.40  (feet) COMP
 LB0019  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 LB0019
 LB0019  VERT ORDER      -  SECOND    CLASS 0
 LB0019
 LB0019.The horizontal coordinates were scaled from a map and have
 LB0019.an estimated accuracy of +/- 6 seconds.
 LB0019
 LB0019.The orthometric height was determined by differential leveling and
 LB0019.adjusted by the NATIONAL GEODETIC SURVEY
 LB0019.in June 1991.
 LB0019
 LB0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0019.GEOID18 height accuracy estimate available here.
 LB0019
 LB0019.Click photographs - Photos may exist for this station.
 LB0019
 LB0019.The dynamic height is computed by dividing the NAVD 88
 LB0019.geopotential number by the normal gravity value computed on the
 LB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0019.degrees latitude (g = 980.6199 gals.).
 LB0019
 LB0019.The modeled gravity was interpolated from observed gravity values.
 LB0019
 LB0019;                    North         East    Units  Estimated Accuracy
 LB0019;SPC IN E     -   606,280.       37,560.      MT  (+/- 180 meters Scaled)
 LB0019
 LB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502063(NAD 83)
 LB0019
 LB0019                          SUPERSEDED SURVEY CONTROL
 LB0019
 LB0019  NGVD 29 (??/??/92)  224.371  (m)          736.12   (f) ADJ UNCH    2 0
 LB0019
 LB0019.Superseded values are not recommended for survey control.
 LB0019
 LB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0019.See file dsdata.pdf to determine how the superseded data were derived.
 LB0019
 LB0019_MARKER: DB = BENCH MARK DISK
 LB0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0019_STAMPING: Z 147 1946
 LB0019_MARK LOGO: CGS
 LB0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0019+STABILITY: SURFACE MOTION
 LB0019
 LB0019  HISTORY     - Date     Condition        Report By
 LB0019  HISTORY     - 1946     MONUMENTED       CGS
 LB0019
 LB0019                          STATION DESCRIPTION
 LB0019
 LB0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0019'4.1 MI SW FROM LOGANSPORT.
 LB0019'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE NORTH
 LB0019'END OF THE THIRD STREET BRIDGE OVER THE WABASH RIVER AT
 LB0019'LOGANSPORT, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, IN THE
 LB0019'NORTHWEST QUARTER OF A CROSS ROADS, 21 FEET NORTH OF THE CENTER
 LB0019'LINE OF THE EAST-WEST ROAD, 17 FEET WEST OF THE CENTER LINE OF THE
 LB0019'NORTH-SOUTH ROAD, 4 FEET NORTH OF A FENCE CORNER, 11 FEET
 LB0019'SOUTH OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE LINE AND
 LB0019'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Z 147 1946
 LB0019'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LB0019'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0765 ***********************************************************************
 ME0765  DESIGNATION -  Z 148
 ME0765  PID         -  ME0765
 ME0765  STATE/COUNTY-  IN/LA PORTE
 ME0765  COUNTRY     -  US
 ME0765  USGS QUAD   -  WESTVILLE (2019)
 ME0765
 ME0765                         *CURRENT SURVEY CONTROL
 ME0765  ______________________________________________________________________
 ME0765* NAD 83(1986) POSITION- 41 36 31.66   (N) 086 53 40.77   (W)   HD_HELD1
 ME0765* NAVD 88 ORTHO HEIGHT -   216.755 (meters)      711.14  (feet) ADJUSTED
 ME0765  ______________________________________________________________________
 ME0765  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 ME0765  DYNAMIC HEIGHT  -        216.673 (meters)      710.87  (feet) COMP
 ME0765  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 ME0765
 ME0765  VERT ORDER      -  SECOND    CLASS 0
 ME0765
 ME0765.The horizontal coordinates were determined by differentially corrected
 ME0765.hand held GPS observations or other comparable positioning techniques
 ME0765.and have an estimated accuracy of +/- 3 meters.
 ME0765
 ME0765.The orthometric height was determined by differential leveling and
 ME0765.adjusted by the NATIONAL GEODETIC SURVEY
 ME0765.in June 1991.
 ME0765
 ME0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0765.GEOID18 height accuracy estimate available here.
 ME0765
 ME0765.Click photographs - Photos may exist for this station.
 ME0765
 ME0765.The dynamic height is computed by dividing the NAVD 88
 ME0765.geopotential number by the normal gravity value computed on the
 ME0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0765.degrees latitude (g = 980.6199 gals.).
 ME0765
 ME0765.The modeled gravity was interpolated from observed gravity values.
 ME0765
 ME0765;                    North         East    Units  Estimated Accuracy
 ME0765;SPC IN W     -   706,185.7     915,726.7     MT  (+/- 3 meters HH1 GPS) 
 ME0765
 ME0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0877706347(NAD 83)
 ME0765
 ME0765                          SUPERSEDED SURVEY CONTROL
 ME0765
 ME0765  NGVD 29 (??/??/92)  216.854  (m)          711.46   (f) ADJ UNCH    2 0
 ME0765
 ME0765.Superseded values are not recommended for survey control.
 ME0765
 ME0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0765.See file dsdata.pdf to determine how the superseded data were derived.
 ME0765
 ME0765_MARKER: DB = BENCH MARK DISK
 ME0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0765_SP_SET: BRIDGE
 ME0765_STAMPING: Z 148 1946
 ME0765_MARK LOGO: CGS
 ME0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0765+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2022
 ME0765
 ME0765  HISTORY     - Date     Condition        Report By
 ME0765  HISTORY     - 1946     MONUMENTED       CGS
 ME0765  HISTORY     - 20220308 GOOD             IN-127
 ME0765
 ME0765                          STATION DESCRIPTION
 ME0765
 ME0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0765'4.7 MI N FROM WESTVILLE.
 ME0765'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0765'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, ABOUT 0.55 MILE
 ME0765'NORTH OF THE OVERHEAD CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 ME0765'AT AN 18-FOOT CONCRETE BRIDGE OVER A CREEK, IN THE TOP OF THE
 ME0765'SOUTHEAST WING WALL, 23 FEET EAST OF THE CENTER LINE OF THE
 ME0765'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A BRONZE DISK, STAMPED
 ME0765'Z 148 1946.
 ME0765
 ME0765                          STATION RECOVERY (2022)
 ME0765
 ME0765'RECOVERY NOTE BY PORTER COUNTY INDIANA 2022 (WEE)
 ME0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1203 ***********************************************************************
 ME1203  DESIGNATION -  Z 149
 ME1203  PID         -  ME1203
 ME1203  STATE/COUNTY-  IN/PORTER
 ME1203  COUNTRY     -  US
 ME1203  USGS QUAD   -  VALPARAISO (2019)
 ME1203
 ME1203                         *CURRENT SURVEY CONTROL
 ME1203  ______________________________________________________________________
 ME1203* NAD 83(1986) POSITION- 41 27 06.     (N) 087 01 57.     (W)   SCALED
 ME1203* NAVD 88 ORTHO HEIGHT -   229.804 (meters)      753.95  (feet) ADJUSTED
 ME1203  ______________________________________________________________________
 ME1203  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 ME1203  DYNAMIC HEIGHT  -        229.711 (meters)      753.64  (feet) COMP
 ME1203  MODELED GRAVITY -    980,217.0   (mgal)                       NAVD 88
 ME1203
 ME1203  VERT ORDER      -  FIRST     CLASS I
 ME1203
 ME1203.The horizontal coordinates were scaled from a map and have
 ME1203.an estimated accuracy of +/- 6 seconds.
 ME1203
 ME1203.The orthometric height was determined by differential leveling and
 ME1203.adjusted by the NATIONAL GEODETIC SURVEY
 ME1203.in June 1991.
 ME1203
 ME1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1203.GEOID18 height accuracy estimate available here.
 ME1203
 ME1203.Click photographs - Photos may exist for this station.
 ME1203
 ME1203.The dynamic height is computed by dividing the NAVD 88
 ME1203.geopotential number by the normal gravity value computed on the
 ME1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1203.degrees latitude (g = 980.6199 gals.).
 ME1203
 ME1203.The modeled gravity was interpolated from observed gravity values.
 ME1203
 ME1203;                    North         East    Units  Estimated Accuracy
 ME1203;SPC IN W     -   688,720.      904,250.      MT  (+/- 180 meters Scaled)
 ME1203
 ME1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL972888(NAD 83)
 ME1203
 ME1203                          SUPERSEDED SURVEY CONTROL
 ME1203
 ME1203  NGVD 29 (??/??/92)  229.895  (m)          754.25   (f) ADJ UNCH    1 1
 ME1203
 ME1203.Superseded values are not recommended for survey control.
 ME1203
 ME1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1203.See file dsdata.pdf to determine how the superseded data were derived.
 ME1203
 ME1203_MARKER: DB = BENCH MARK DISK
 ME1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1203_STAMPING: Z 149 1946
 ME1203_MARK LOGO: CGS
 ME1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1203+STABILITY: SURFACE MOTION
 ME1203
 ME1203  HISTORY     - Date     Condition        Report By
 ME1203  HISTORY     - 1946     MONUMENTED       CGS
 ME1203  HISTORY     - 1968     GOOD             CGS
 ME1203  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1203
 ME1203                          STATION DESCRIPTION
 ME1203
 ME1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1203'2 MI E FROM VALPARAISO.
 ME1203'ABOUT 2.05 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1203'STATION AT VALPARAISO, ABOUT 0.3 MILE WEST OF THE CROSSING OF
 ME1203'STATE HIGHWAY 49, NEAR MILEPOST 422, 43 FEET SOUTHWEST OF THE
 ME1203'CENTER LINE OF A BLACK TOP ROAD, 28.5 FEET NORTHEAST OF THE
 ME1203'NORTHEAST RAIL, 26.0 FEET NORTH OF THE NORTH CORNER OF THE
 ME1203'CONCRETE BASE FOR SIGNAL TOWER NO. 422.1, 20.0 FEET NORTHEAST
 ME1203'OF MILEPOST 422, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 ME1203'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 ME1203'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 30,
 ME1203'T35N, R5W.
 ME1203
 ME1203                          STATION RECOVERY (1978)
 ME1203
 ME1203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1602 ***********************************************************************
 LB1602  DESIGNATION -  Z 15
 LB1602  PID         -  LB1602
 LB1602  STATE/COUNTY-  IN/WARREN
 LB1602  COUNTRY     -  US
 LB1602  USGS QUAD   -  TAB (2019)
 LB1602
 LB1602                         *CURRENT SURVEY CONTROL
 LB1602  ______________________________________________________________________
 LB1602* NAD 83(1986) POSITION- 40 24 55.     (N) 087 28 32.     (W)   SCALED
 LB1602* NAVD 88 ORTHO HEIGHT -   220.007 (meters)      721.81  (feet) ADJUSTED
 LB1602  ______________________________________________________________________
 LB1602  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 LB1602  DYNAMIC HEIGHT  -        219.898 (meters)      721.45  (feet) COMP
 LB1602  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 LB1602
 LB1602  VERT ORDER      -  FIRST     CLASS II
 LB1602
 LB1602.The horizontal coordinates were scaled from a map and have
 LB1602.an estimated accuracy of +/- 6 seconds.
 LB1602
 LB1602.The orthometric height was determined by differential leveling and
 LB1602.adjusted by the NATIONAL GEODETIC SURVEY
 LB1602.in June 1991.
 LB1602
 LB1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1602.GEOID18 height accuracy estimate available here.
 LB1602
 LB1602.Click photographs - Photos may exist for this station.
 LB1602
 LB1602.The dynamic height is computed by dividing the NAVD 88
 LB1602.geopotential number by the normal gravity value computed on the
 LB1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1602.degrees latitude (g = 980.6199 gals.).
 LB1602
 LB1602.The modeled gravity was interpolated from observed gravity values.
 LB1602
 LB1602;                    North         East    Units  Estimated Accuracy
 LB1602;SPC IN W     -   573,700.      866,710.      MT  (+/- 180 meters Scaled)
 LB1602
 LB1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596739(NAD 83)
 LB1602
 LB1602                          SUPERSEDED SURVEY CONTROL
 LB1602
 LB1602  NGVD 29 (??/??/92)  220.048  (m)          721.94   (f) ADJ UNCH    1 2
 LB1602
 LB1602.Superseded values are not recommended for survey control.
 LB1602
 LB1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1602.See file dsdata.pdf to determine how the superseded data were derived.
 LB1602
 LB1602_MARKER: DB = BENCH MARK DISK
 LB1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1602_STAMPING: Z 15 1934
 LB1602_MARK LOGO: CGS
 LB1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1602+STABILITY: SURFACE MOTION
 LB1602
 LB1602  HISTORY     - Date     Condition        Report By
 LB1602  HISTORY     - 1934     MONUMENTED       CGS
 LB1602
 LB1602                          STATION DESCRIPTION
 LB1602
 LB1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1602'AT TAB.
 LB1602'AT TAB, WARREN COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 19 FEET
 LB1602'NORTH OF THE STATION, 75 FEET EAST OF A WATER TANK, 36 FEET EAST
 LB1602'OF THE EAST RAIL OF THE MAIN TRACK, 2.2 FEET EAST OF THE EAST SIDE
 LB1602'OF THE PLATFORM, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A
 LB1602'STANDARD DISK, STAMPED Z 15 1934 AND SET IN THE TOP OF A CONCRETE
 LB1602'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0505 ***********************************************************************
 ME0505  DESIGNATION -  Z 150
 ME0505  PID         -  ME0505
 ME0505  STATE/COUNTY-  IN/LA PORTE
 ME0505  COUNTRY     -  US
 ME0505  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0505
 ME0505                         *CURRENT SURVEY CONTROL
 ME0505  ______________________________________________________________________
 ME0505* NAD 83(1986) POSITION- 41 25 58.     (N) 086 41 16.     (W)   SCALED
 ME0505* NAVD 88 ORTHO HEIGHT -   208.176 (meters)      682.99  (feet) ADJUSTED
 ME0505  ______________________________________________________________________
 ME0505  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 ME0505  DYNAMIC HEIGHT  -        208.093 (meters)      682.72  (feet) COMP
 ME0505  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 ME0505
 ME0505  VERT ORDER      -  SECOND    CLASS 0
 ME0505
 ME0505.The horizontal coordinates were scaled from a map and have
 ME0505.an estimated accuracy of +/- 6 seconds.
 ME0505
 ME0505.The orthometric height was determined by differential leveling and
 ME0505.adjusted by the NATIONAL GEODETIC SURVEY
 ME0505.in June 1991.
 ME0505
 ME0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0505.GEOID18 height accuracy estimate available here.
 ME0505
 ME0505.Click photographs - Photos may exist for this station.
 ME0505
 ME0505.The dynamic height is computed by dividing the NAVD 88
 ME0505.geopotential number by the normal gravity value computed on the
 ME0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0505.degrees latitude (g = 980.6199 gals.).
 ME0505
 ME0505.The modeled gravity was interpolated from observed gravity values.
 ME0505
 ME0505;                    North         East    Units  Estimated Accuracy
 ME0505;SPC IN W     -   686,700.      933,060.      MT  (+/- 180 meters Scaled)
 ME0505
 ME0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL260868(NAD 83)
 ME0505
 ME0505                          SUPERSEDED SURVEY CONTROL
 ME0505
 ME0505  NGVD 29 (??/??/92)  208.298  (m)          683.39   (f) ADJ UNCH    2 0
 ME0505
 ME0505.Superseded values are not recommended for survey control.
 ME0505
 ME0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0505.See file dsdata.pdf to determine how the superseded data were derived.
 ME0505
 ME0505_MARKER: DB = BENCH MARK DISK
 ME0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0505_SP_SET: BRIDGE SEAT
 ME0505_STAMPING: Z 150 1946
 ME0505_MARK LOGO: CGS
 ME0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0505
 ME0505  HISTORY     - Date     Condition        Report By
 ME0505  HISTORY     - 1946     MONUMENTED       CGS
 ME0505  HISTORY     - 1960     GOOD             CGS
 ME0505
 ME0505                          STATION DESCRIPTION
 ME0505
 ME0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0505'2.3 MI N FROM HANNA.
 ME0505'ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE PENNSYLVANIA
 ME0505'RAILROAD STATION AT HANNA, LA PORTE COUNTY, THENCE ABOUT 2.3
 ME0505'MILES NORTH ALONG A COUNTY ROAD, AT A T-ROAD JUNCTION, AT THE
 ME0505'STEEL BRIDGE OVER PORTER DITCH, IN THE TOP OF THE SOUTHEAST
 ME0505'BRIDGE SEAT, 7 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 ME0505'ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A BRONZE DISK,
 ME0505'STAMPED Z 150 1946.
 ME0505
 ME0505                          STATION RECOVERY (1960)
 ME0505
 ME0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 ME0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0788 ***********************************************************************
 ME0788  DESIGNATION -  Z 152
 ME0788  PID         -  ME0788
 ME0788  STATE/COUNTY-  IN/LA PORTE
 ME0788  COUNTRY     -  US
 ME0788  USGS QUAD   -  LAPORTE WEST (2019)
 ME0788
 ME0788                         *CURRENT SURVEY CONTROL
 ME0788  ______________________________________________________________________
 ME0788* NAD 83(1986) POSITION- 41 31 07.     (N) 086 45 33.     (W)   SCALED
 ME0788* NAVD 88 ORTHO HEIGHT -   232.762 (meters)      763.65  (feet) ADJUSTED
 ME0788  ______________________________________________________________________
 ME0788  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 ME0788  DYNAMIC HEIGHT  -        232.670 (meters)      763.35  (feet) COMP
 ME0788  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 ME0788
 ME0788  VERT ORDER      -  SECOND    CLASS 0
 ME0788
 ME0788.The horizontal coordinates were scaled from a map and have
 ME0788.an estimated accuracy of +/- 6 seconds.
 ME0788
 ME0788.The orthometric height was determined by differential leveling and
 ME0788.adjusted by the NATIONAL GEODETIC SURVEY
 ME0788.in June 1991.
 ME0788
 ME0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0788.GEOID18 height accuracy estimate available here.
 ME0788
 ME0788.Click photographs - Photos may exist for this station.
 ME0788
 ME0788.The dynamic height is computed by dividing the NAVD 88
 ME0788.geopotential number by the normal gravity value computed on the
 ME0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0788.degrees latitude (g = 980.6199 gals.).
 ME0788
 ME0788.The modeled gravity was interpolated from observed gravity values.
 ME0788
 ME0788;                    North         East    Units  Estimated Accuracy
 ME0788;SPC IN W     -   696,200.      927,060.      MT  (+/- 180 meters Scaled)
 ME0788
 ME0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL200963(NAD 83)
 ME0788
 ME0788                          SUPERSEDED SURVEY CONTROL
 ME0788
 ME0788  NGVD 29 (??/??/92)  232.863  (m)          763.98   (f) ADJ UNCH    2 0
 ME0788
 ME0788.Superseded values are not recommended for survey control.
 ME0788
 ME0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0788.See file dsdata.pdf to determine how the superseded data were derived.
 ME0788
 ME0788_MARKER: DB = BENCH MARK DISK
 ME0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0788_SP_SET: HANGAR WALL
 ME0788_STAMPING: Z 152 1946
 ME0788_MARK LOGO: CGS
 ME0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0788
 ME0788  HISTORY     - Date     Condition        Report By
 ME0788  HISTORY     - 1946     MONUMENTED       CGS
 ME0788  HISTORY     - 20140701 MARK NOT FOUND   INDOT
 ME0788
 ME0788                          STATION DESCRIPTION
 ME0788
 ME0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0788'1.4 MI N FROM WELLSBORO.
 ME0788'ABOUT 1.4 MILES NORTH ALONG A TARVIA COUNTY ROAD FROM THE
 ME0788'HUNDING DAIRY CO. PLANT AT WELLSBORO, LA PORTE COUNTY, AT THE
 ME0788'INTERSECTION OF U.S. HIGHWAY 6, AT THE TRIANGLE AIR SERVICE
 ME0788'AIRPORT, IN THE WEST CEMENT BLOCK WALL OF THE HANGAR, 0.8 FOOT
 ME0788'SOUTH OF THE NORTHWEST CORNER, AND 3.0 FEET ABOVE GROUND.  A
 ME0788'BRONZE DISK, STAMPED Z 152 1946 AND SET VERTICALLY.
 ME0788
 ME0788                          STATION RECOVERY (2014)
 ME0788
 ME0788'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME0788'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0810 ***********************************************************************
 ME0810  DESIGNATION -  Z 154
 ME0810  PID         -  ME0810
 ME0810  STATE/COUNTY-  IN/LA PORTE
 ME0810  COUNTRY     -  US
 ME0810  USGS QUAD   -  LAPORTE EAST (2019)
 ME0810
 ME0810                         *CURRENT SURVEY CONTROL
 ME0810  ______________________________________________________________________
 ME0810* NAD 83(1986) POSITION- 41 35 02.     (N) 086 38 40.     (W)   SCALED
 ME0810* NAVD 88 ORTHO HEIGHT -   235.989 (meters)      774.24  (feet) ADJUSTED
 ME0810  ______________________________________________________________________
 ME0810  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 ME0810  DYNAMIC HEIGHT  -        235.896 (meters)      773.94  (feet) COMP
 ME0810  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 ME0810
 ME0810  VERT ORDER      -  SECOND    CLASS 0
 ME0810
 ME0810.The horizontal coordinates were scaled from a map and have
 ME0810.an estimated accuracy of +/- 6 seconds.
 ME0810
 ME0810.The orthometric height was determined by differential leveling and
 ME0810.adjusted by the NATIONAL GEODETIC SURVEY
 ME0810.in June 1991.
 ME0810
 ME0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0810.GEOID18 height accuracy estimate available here.
 ME0810
 ME0810.Click photographs - Photos may exist for this station.
 ME0810
 ME0810.The dynamic height is computed by dividing the NAVD 88
 ME0810.geopotential number by the normal gravity value computed on the
 ME0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0810.degrees latitude (g = 980.6199 gals.).
 ME0810
 ME0810.The modeled gravity was interpolated from observed gravity values.
 ME0810
 ME0810;                    North         East    Units  Estimated Accuracy
 ME0810;SPC IN W     -   703,500.      936,600.      MT  (+/- 180 meters Scaled)
 ME0810
 ME0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM296036(NAD 83)
 ME0810
 ME0810                          SUPERSEDED SURVEY CONTROL
 ME0810
 ME0810  NGVD 29 (??/??/92)  236.092  (m)          774.58   (f) ADJ UNCH    2 0
 ME0810
 ME0810.Superseded values are not recommended for survey control.
 ME0810
 ME0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0810.See file dsdata.pdf to determine how the superseded data were derived.
 ME0810
 ME0810_MARKER: DB = BENCH MARK DISK
 ME0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0810_STAMPING: Z 154 1946
 ME0810_MARK LOGO: CGS
 ME0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0810+STABILITY: SURFACE MOTION
 ME0810
 ME0810  HISTORY     - Date     Condition        Report By
 ME0810  HISTORY     - 1946     MONUMENTED       CGS
 ME0810
 ME0810                          STATION DESCRIPTION
 ME0810
 ME0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0810'4.6 MI SE FROM LA PORTE.
 ME0810'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE COURT
 ME0810'HOUSE AT LA PORTE, ABOUT 1.0 MILE SOUTHEAST OF THE CROSSING OF
 ME0810'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, ABOUT 0.8 MILE
 ME0810'NORTHWEST OF THE SALEM CHAPEL AND CEMETERY, AT THE JUNCTION OF
 ME0810'A GRAVEL ROAD LEADING WEST, 49 FEET SOUTHWEST OF THE CENTER LINE
 ME0810'OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER LINE OF THE SIDE
 ME0810'ROAD, 35 FEET SOUTHEAST OF POWER POLE NO. 556/425, 20 FEET EAST
 ME0810'OF A HEDGE ROW AROUND A CULTIVATED FIELD, 1.5 FOOT NORTHEAST OF
 ME0810'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY, AND
 ME0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0206 ***********************************************************************
 ME0206  DESIGNATION -  Z 155
 ME0206  PID         -  ME0206
 ME0206  STATE/COUNTY-  IN/MARSHALL
 ME0206  COUNTRY     -  US
 ME0206  USGS QUAD   -  WALKERTON (2019)
 ME0206
 ME0206                         *CURRENT SURVEY CONTROL
 ME0206  ______________________________________________________________________
 ME0206* NAD 83(1986) POSITION- 41 27 04.     (N) 086 27 08.     (W)   SCALED
 ME0206* NAVD 88 ORTHO HEIGHT -   218.826 (meters)      717.93  (feet) ADJUSTED
 ME0206  ______________________________________________________________________
 ME0206  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 ME0206  DYNAMIC HEIGHT  -        218.739 (meters)      717.65  (feet) COMP
 ME0206  MODELED GRAVITY -    980,218.3   (mgal)                       NAVD 88
 ME0206
 ME0206  VERT ORDER      -  SECOND    CLASS 0
 ME0206
 ME0206.The horizontal coordinates were scaled from a map and have
 ME0206.an estimated accuracy of +/- 6 seconds.
 ME0206
 ME0206.The orthometric height was determined by differential leveling and
 ME0206.adjusted by the NATIONAL GEODETIC SURVEY
 ME0206.in June 1991.
 ME0206
 ME0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0206.GEOID18 height accuracy estimate available here.
 ME0206
 ME0206.Click photographs - Photos may exist for this station.
 ME0206
 ME0206.The dynamic height is computed by dividing the NAVD 88
 ME0206.geopotential number by the normal gravity value computed on the
 ME0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0206.degrees latitude (g = 980.6199 gals.).
 ME0206
 ME0206.The modeled gravity was interpolated from observed gravity values.
 ME0206
 ME0206;                    North         East    Units  Estimated Accuracy
 ME0206;SPC IN E     -   688,950.       34,360.      MT  (+/- 180 meters Scaled)
 ME0206
 ME0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL457889(NAD 83)
 ME0206
 ME0206                          SUPERSEDED SURVEY CONTROL
 ME0206
 ME0206  NGVD 29 (??/??/92)  218.936  (m)          718.29   (f) ADJ UNCH    2 0
 ME0206
 ME0206.Superseded values are not recommended for survey control.
 ME0206
 ME0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0206.See file dsdata.pdf to determine how the superseded data were derived.
 ME0206
 ME0206_MARKER: DB = BENCH MARK DISK
 ME0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0206_SP_SET: CULVERT HEADWALL
 ME0206_STAMPING: Z 155 1946
 ME0206_MARK LOGO: CGS
 ME0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0206+STABILITY: SURFACE MOTION
 ME0206
 ME0206  HISTORY     - Date     Condition        Report By
 ME0206  HISTORY     - 1946     MONUMENTED       CGS
 ME0206  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 ME0206
 ME0206                          STATION DESCRIPTION
 ME0206
 ME0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0206'2 MI SE FROM WALKERTON.
 ME0206'IN MARSHALL COUNTY, ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 ME0206'6 FROM THE POST OFFICE AT WALKERTON, ST. JOSEPH COUNTY, ABOUT
 ME0206'0.4 MILE EAST OF THE CROSSING OF THE NEW YORK, CHICAGO AND ST.
 ME0206'LOUIS RAILROAD, AT A 15-INCH PIPE CULVERT, IN THE CENTER OF THE
 ME0206'TOP OF THE NORTH CONCRETE HEAD WALL, 23 FEET NORTH OF THE CENTER
 ME0206'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 ME0206
 ME0206                          STATION RECOVERY (1985)
 ME0206
 ME0206'RECOVERY NOTE BY US POWER SQUADRON 1985
 ME0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1381 ***********************************************************************
 ME1381  DESIGNATION -  Z 156
 ME1381  PID         -  ME1381
 ME1381  STATE/COUNTY-  IN/JASPER
 ME1381  COUNTRY     -  US
 ME1381  USGS QUAD   -  PARR (2019)
 ME1381
 ME1381                         *CURRENT SURVEY CONTROL
 ME1381  ______________________________________________________________________
 ME1381* NAD 83(1986) POSITION- 41 06 54.61   (N) 087 10 47.66   (W)   HD_HELD1
 ME1381* NAVD 88 ORTHO HEIGHT -   210.476 (meters)      690.54  (feet) ADJUSTED
 ME1381  ______________________________________________________________________
 ME1381  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 ME1381  DYNAMIC HEIGHT  -        210.385 (meters)      690.24  (feet) COMP
 ME1381  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 ME1381
 ME1381  VERT ORDER      -  SECOND    CLASS 0
 ME1381
 ME1381.The horizontal coordinates were determined by differentially corrected
 ME1381.hand held GPS observations or other comparable positioning techniques
 ME1381.and have an estimated accuracy of +/- 3 meters.
 ME1381
 ME1381.The orthometric height was determined by differential leveling and
 ME1381.adjusted by the NATIONAL GEODETIC SURVEY
 ME1381.in June 1991.
 ME1381
 ME1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1381.GEOID18 height accuracy estimate available here.
 ME1381
 ME1381.Click photographs - Photos may exist for this station.
 ME1381
 ME1381.The dynamic height is computed by dividing the NAVD 88
 ME1381.geopotential number by the normal gravity value computed on the
 ME1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1381.degrees latitude (g = 980.6199 gals.).
 ME1381
 ME1381.The modeled gravity was interpolated from observed gravity values.
 ME1381
 ME1381;                    North         East    Units  Estimated Accuracy
 ME1381;SPC IN W     -   651,352.4     891,889.3     MT  (+/- 3 meters HH1 GPS) 
 ME1381
 ME1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8489651557(NAD 83)
 ME1381
 ME1381                          SUPERSEDED SURVEY CONTROL
 ME1381
 ME1381  NGVD 29 (??/??/92)  210.563  (m)          690.82   (f) ADJ UNCH    2 0
 ME1381
 ME1381.Superseded values are not recommended for survey control.
 ME1381
 ME1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1381.See file dsdata.pdf to determine how the superseded data were derived.
 ME1381
 ME1381_MARKER: DB = BENCH MARK DISK
 ME1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1381_STAMPING: Z 156 1946
 ME1381_MARK LOGO: CGS
 ME1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1381+STABILITY: SURFACE MOTION
 ME1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1381+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2014
 ME1381
 ME1381  HISTORY     - Date     Condition        Report By
 ME1381  HISTORY     - 1946     MONUMENTED       CGS
 ME1381  HISTORY     - 1968     GOOD             CGS
 ME1381  HISTORY     - 20080921 GOOD             GEOCAC
 ME1381  HISTORY     - 20120327 GOOD             IN-073
 ME1381  HISTORY     - 20140807 GOOD             INDOT
 ME1381
 ME1381                          STATION DESCRIPTION
 ME1381
 ME1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1381'AT VIRGIE.
 ME1381'AT VIRGIE, IN THE SOUTHEAST QUARTER OF THE CROSS ROADS, 146
 ME1381'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE, 24
 ME1381'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 30 FEET
 ME1381'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 38 FEET
 ME1381'NORTH-NORTHWEST OF A LONE 28-INCH OAK TREE, 6.8 FEET EAST OF A
 ME1381'POWER LINE POLE, ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION,
 ME1381'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  THE
 ME1381'CROSSROADS AT THE MARK ARE CO RDS 700 W AND 700 S, 1 FOOT
 ME1381'SOUTHEAST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.  THE
 ME1381'SCHOOL SEEMS TO HAVE BEEN TURNED OVER TO THE VIRGIE CHRISTIAN CHURCH.
 ME1381
 ME1381                          STATION RECOVERY (1968)
 ME1381
 ME1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1381'RECOVERED IN GOOD CONDITION.
 ME1381
 ME1381                          STATION RECOVERY (2008)
 ME1381
 ME1381'RECOVERY NOTE BY GEOCACHING 2008 (BPS)
 ME1381'RECOVERED IN GOOD CONDITION.
 ME1381
 ME1381                          STATION RECOVERY (2012)
 ME1381
 ME1381'RECOVERY NOTE BY JASPER COUNTY INDIANA 2012 (AGL)
 ME1381'RECOVERED IN GOOD CONDITION.
 ME1381
 ME1381                          STATION RECOVERY (2014)
 ME1381
 ME1381'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2014 (DLF)
 ME1381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1055 ***********************************************************************
 MD1055  DESIGNATION -  Z 157
 MD1055  PID         -  MD1055
 MD1055  STATE/COUNTY-  IN/KOSCIUSKO
 MD1055  COUNTRY     -  US
 MD1055  USGS QUAD   -  LEESBURG (2019)
 MD1055
 MD1055                         *CURRENT SURVEY CONTROL
 MD1055  ______________________________________________________________________
 MD1055* NAD 83(1986) POSITION- 41 19 57.     (N) 085 50 40.     (W)   SCALED
 MD1055* NAVD 88 ORTHO HEIGHT -   259.771 (meters)      852.27  (feet) ADJUSTED
 MD1055  ______________________________________________________________________
 MD1055  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 MD1055  DYNAMIC HEIGHT  -        259.665 (meters)      851.92  (feet) COMP
 MD1055  MODELED GRAVITY -    980,208.8   (mgal)                       NAVD 88
 MD1055
 MD1055  VERT ORDER      -  FIRST     CLASS II
 MD1055
 MD1055.The horizontal coordinates were scaled from a map and have
 MD1055.an estimated accuracy of +/- 6 seconds.
 MD1055
 MD1055.The orthometric height was determined by differential leveling and
 MD1055.adjusted by the NATIONAL GEODETIC SURVEY
 MD1055.in June 1991.
 MD1055
 MD1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1055.GEOID18 height accuracy estimate available here.
 MD1055
 MD1055.Click photographs - Photos may exist for this station.
 MD1055
 MD1055.The dynamic height is computed by dividing the NAVD 88
 MD1055.geopotential number by the normal gravity value computed on the
 MD1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1055.degrees latitude (g = 980.6199 gals.).
 MD1055
 MD1055.The modeled gravity was interpolated from observed gravity values.
 MD1055
 MD1055;                    North         East    Units  Estimated Accuracy
 MD1055;SPC IN E     -   675,500.       85,120.      MT  (+/- 180 meters Scaled)
 MD1055
 MD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL966763(NAD 83)
 MD1055
 MD1055                          SUPERSEDED SURVEY CONTROL
 MD1055
 MD1055  NGVD 29 (??/??/92)  259.903  (m)          852.70   (f) ADJ UNCH    1 2
 MD1055
 MD1055.Superseded values are not recommended for survey control.
 MD1055
 MD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1055.See file dsdata.pdf to determine how the superseded data were derived.
 MD1055
 MD1055_MARKER: DB = BENCH MARK DISK
 MD1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1055_SP_SET: RETAINING WALL
 MD1055_STAMPING: Z 157 1946
 MD1055_MARK LOGO: CGS
 MD1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1055+STABILITY: SURFACE MOTION
 MD1055
 MD1055  HISTORY     - Date     Condition        Report By
 MD1055  HISTORY     - 1946     MONUMENTED       CGS
 MD1055  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1055  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1055  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 MD1055
 MD1055                          STATION DESCRIPTION
 MD1055
 MD1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1055'AT LEESBURG.
 MD1055'AT LEESBURG, ALONG THE NEW YORK CENTRAL RAILROAD, 122 FEET NORTH
 MD1055'OF THE NORTHEAST CORNER OF THE STATION, 116 FEET SOUTH OF MILE
 MD1055'POST NO. 73, 257 FEET NORTH OF THE CENTER OF A STREET CROSSING,
 MD1055'10.8 FEET WEST OF THE WEST RAIL OF THE TRACK, AND SET IN THE TOP
 MD1055'OF THE NORTHWEST CORNER OF THE CONCRETE RETAINING WALL AROUND
 MD1055'THE PASSENGER LOADING PLATFORM, ABOUT LEVEL WITH THE TRACK, AND
 MD1055'SET IN A DRILL HOLE.
 MD1055
 MD1055                          STATION RECOVERY (1989)
 MD1055
 MD1055'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPC)
 MD1055'MARK NOT FOUND.
 MD1055
 MD1055                          STATION RECOVERY (1993)
 MD1055
 MD1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MD1055
 MD1055                          STATION RECOVERY (1997)
 MD1055
 MD1055'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1186 ***********************************************************************
 MD1186  DESIGNATION -  Z 158
 MD1186  PID         -  MD1186
 MD1186  STATE/COUNTY-  IN/ELKHART
 MD1186  COUNTRY     -  US
 MD1186  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1186
 MD1186                         *CURRENT SURVEY CONTROL
 MD1186  ______________________________________________________________________
 MD1186* NAD 83(1986) POSITION- 41 27 04.     (N) 085 39 44.     (W)   SCALED
 MD1186* NAVD 88 ORTHO HEIGHT -   270.024 (meters)      885.90  (feet) ADJUSTED
 MD1186  ______________________________________________________________________
 MD1186  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD1186  DYNAMIC HEIGHT  -        269.913 (meters)      885.54  (feet) COMP
 MD1186  MODELED GRAVITY -    980,207.2   (mgal)                       NAVD 88
 MD1186
 MD1186  VERT ORDER      -  SECOND    CLASS 0
 MD1186
 MD1186.The horizontal coordinates were scaled from a map and have
 MD1186.an estimated accuracy of +/- 6 seconds.
 MD1186
 MD1186.The orthometric height was determined by differential leveling and
 MD1186.adjusted by the NATIONAL GEODETIC SURVEY
 MD1186.in June 1991.
 MD1186
 MD1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1186.GEOID18 height accuracy estimate available here.
 MD1186
 MD1186.Click photographs - Photos may exist for this station.
 MD1186
 MD1186.The dynamic height is computed by dividing the NAVD 88
 MD1186.geopotential number by the normal gravity value computed on the
 MD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1186.degrees latitude (g = 980.6199 gals.).
 MD1186
 MD1186.The modeled gravity was interpolated from observed gravity values.
 MD1186
 MD1186;                    North         East    Units  Estimated Accuracy
 MD1186;SPC IN E     -   688,660.      100,370.      MT  (+/- 180 meters Scaled)
 MD1186
 MD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL117897(NAD 83)
 MD1186
 MD1186                          SUPERSEDED SURVEY CONTROL
 MD1186
 MD1186  NGVD 29 (??/??/92)  270.152  (m)          886.32   (f) ADJ UNCH    2 0
 MD1186
 MD1186.Superseded values are not recommended for survey control.
 MD1186
 MD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1186.See file dsdata.pdf to determine how the superseded data were derived.
 MD1186
 MD1186_MARKER: DB = BENCH MARK DISK
 MD1186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1186_SP_SET: CULVERT HEADWALL
 MD1186_STAMPING: Z 158 1946
 MD1186_MARK LOGO: CGS
 MD1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1186+STABILITY: SURFACE MOTION
 MD1186
 MD1186  HISTORY     - Date     Condition        Report By
 MD1186  HISTORY     - 1946     MONUMENTED       CGS
 MD1186
 MD1186                          STATION DESCRIPTION
 MD1186
 MD1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1186'5 MI SW FROM LIGONIER.
 MD1186'1.0 MILE SOUTH ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE AT
 MD1186'LIGONIER, THENCE ABOUT 3.95 MILE WEST ALONG U.S. HIGHWAY 6, 0.45
 MD1186'MILE WEST OF THE NOBLE-ELKHART COUNTY LINE, 0.3 MILE EAST OF THE
 MD1186'JUNCTION OF A ROAD LEADING NORTH, SET IN THE TOP OF THE EAST
 MD1186'END OF THE SOUTH CONCRETE HEAD WALL OF A 20 INCH PIPE CULVERT, 20
 MD1186'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 MD1186'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1454 ***********************************************************************
 MD1454  DESIGNATION -  Z 158 RESET
 MD1454  PID         -  MD1454
 MD1454  STATE/COUNTY-  IN/ELKHART
 MD1454  COUNTRY     -  US
 MD1454  USGS QUAD   -  LAKE WAWASEE (2019)
 MD1454
 MD1454                         *CURRENT SURVEY CONTROL
 MD1454  ______________________________________________________________________
 MD1454* NAD 83(1986) POSITION- 41 27 05.4    (N) 085 39 48.0    (W)   HD_HELD2
 MD1454* NAVD 88 ORTHO HEIGHT -   270.13  (meters)      886.3   (feet) RESET
 MD1454  ______________________________________________________________________
 MD1454  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 MD1454  VERT ORDER      -  THIRD
 MD1454
 MD1454.The horizontal coordinates were established by autonomous hand held GPS
 MD1454.observations and have an estimated accuracy of +/- 10 meters.
 MD1454
 MD1454.The orthometric height was computed from unverified reset data.
 MD1454
 MD1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1454.GEOID18 height accuracy estimate available here.
 MD1454
 MD1454.Click photographs - Photos may exist for this station.
 MD1454
 MD1454;                    North         East    Units  Estimated Accuracy
 MD1454;SPC IN E     -   688,699.      100,279.      MT  (+/- 10 meters HH2 GPS)
 MD1454
 MD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1164689742(NAD 83)
 MD1454
 MD1454                          SUPERSEDED SURVEY CONTROL
 MD1454
 MD1454  NGVD 29 (08/22/16)  270.26   (m)          886.7    (f) RESET       3  
 MD1454
 MD1454.Superseded values are not recommended for survey control.
 MD1454
 MD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1454.See file dsdata.pdf to determine how the superseded data were derived.
 MD1454
 MD1454_MARKER: DV = VERTICAL CONTROL DISK
 MD1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1454_STAMPING: Z 158 RESET 1982
 MD1454_MARK LOGO: NGS
 MD1454_PROJECTION: FLUSH
 MD1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1454+STABILITY: SURFACE MOTION
 MD1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1454+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2009
 MD1454
 MD1454  HISTORY     - Date     Condition        Report By
 MD1454  HISTORY     - 1982     MONUMENTED       NGS
 MD1454  HISTORY     - 20091212 GOOD             JCLS
 MD1454
 MD1454                          STATION DESCRIPTION
 MD1454
 MD1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MD1454'5.0 MI SW FROM LIGONIER.
 MD1454'FROM THE POST OFFICE IN LIGONIER, GO SOUTH ALONG U.S. HIGHWAY 33 FOR
 MD1454'1.6 KM (1.0 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 6, TURN RIGHT AND
 MD1454'GO WEST ALONG U.S. HIGHWAY 6 FOR 6.4 KM (4.0 MI) TO A FIELD ENTRANCE
 MD1454'ROAD LEFT AND THE MARK, 0.5 MILE WEST OF THE ELKHART-NOBLE COUNTY
 MD1454'LINE, 8.4 METERS (27.6 FEET) SOUTH OF THE APPROXIMATE CENTER OF U.S.
 MD1454'HIGHWAY 6, 3.0 METERS (10.0 FEET) WEST OF THE APPROXIMATE CENTER OF
 MD1454'THE FIELD ENTRANCE ROAD, AND 0.3 METER (1.0 FOOT) NORTH OF A FENCE
 MD1454'LINE CORNER.
 MD1454'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 MD1454
 MD1454                          STATION RECOVERY (2009)
 MD1454
 MD1454'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 MD1454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1047 ***********************************************************************
 MD1047  DESIGNATION -  Z 159
 MD1047  PID         -  MD1047
 MD1047  STATE/COUNTY-  IN/KOSCIUSKO
 MD1047  COUNTRY     -  US
 MD1047  USGS QUAD   -  LEESBURG (2019)
 MD1047
 MD1047                         *CURRENT SURVEY CONTROL
 MD1047  ______________________________________________________________________
 MD1047* NAD 83(1986) POSITION- 41 15 44.     (N) 085 51 03.     (W)   SCALED
 MD1047* NAVD 88 ORTHO HEIGHT -   246.316 (meters)      808.12  (feet) ADJUSTED
 MD1047  ______________________________________________________________________
 MD1047  GEOID HEIGHT    -        -33.588 (meters)                     GEOID18
 MD1047  DYNAMIC HEIGHT  -        246.211 (meters)      807.78  (feet) COMP
 MD1047  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 MD1047
 MD1047  VERT ORDER      -  FIRST     CLASS II
 MD1047
 MD1047.The horizontal coordinates were scaled from a map and have
 MD1047.an estimated accuracy of +/- 6 seconds.
 MD1047
 MD1047.The orthometric height was determined by differential leveling and
 MD1047.adjusted by the NATIONAL GEODETIC SURVEY
 MD1047.in June 1991.
 MD1047
 MD1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1047.GEOID18 height accuracy estimate available here.
 MD1047
 MD1047.Click photographs - Photos may exist for this station.
 MD1047
 MD1047.The dynamic height is computed by dividing the NAVD 88
 MD1047.geopotential number by the normal gravity value computed on the
 MD1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1047.degrees latitude (g = 980.6199 gals.).
 MD1047
 MD1047.The modeled gravity was interpolated from observed gravity values.
 MD1047
 MD1047;                    North         East    Units  Estimated Accuracy
 MD1047;SPC IN E     -   667,700.       84,570.      MT  (+/- 180 meters Scaled)
 MD1047
 MD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962685(NAD 83)
 MD1047
 MD1047                          SUPERSEDED SURVEY CONTROL
 MD1047
 MD1047  NGVD 29 (??/??/92)  246.447  (m)          808.55   (f) ADJ UNCH    1 2
 MD1047
 MD1047.Superseded values are not recommended for survey control.
 MD1047
 MD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1047.See file dsdata.pdf to determine how the superseded data were derived.
 MD1047
 MD1047_MARKER: DB = BENCH MARK DISK
 MD1047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD1047_SP_SET: BRIDGE ABUTMENT
 MD1047_STAMPING: Z 159 1946
 MD1047_MARK LOGO: CGS
 MD1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1047
 MD1047  HISTORY     - Date     Condition        Report By
 MD1047  HISTORY     - 1946     MONUMENTED       CGS
 MD1047  HISTORY     - 1983     GOOD             USACE
 MD1047  HISTORY     - 1989     GOOD             USPSQD
 MD1047  HISTORY     - 19930111 GOOD             NGS
 MD1047  HISTORY     - 20150301 POOR             INDIV
 MD1047
 MD1047                          STATION DESCRIPTION
 MD1047
 MD1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1047'1.9 MI N FROM WARSAW.
 MD1047'1.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1047'STATION AT WARSAW, 294 FEET NORTH OF MILE POST 78, 198 FEET SOUTH
 MD1047'OF A GRAVEL ROAD CROSSING, SET IN THE TOP OF THE WEST END OF
 MD1047'THE NORTH BRIDGE SEAT OF RAILROAD BRIDGE NO. 149, 4 FEET WEST OF
 MD1047'AND ABOUT 6 FEET LOWER THAN THE TRACK, 2.3 FEET WEST OF THE STEEL
 MD1047'BEAM, AND SET IN A DRILL HOLE.
 MD1047
 MD1047                          STATION RECOVERY (1983)
 MD1047
 MD1047'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1983
 MD1047'RECOVERED IN GOOD CONDITION.
 MD1047
 MD1047                          STATION RECOVERY (1989)
 MD1047
 MD1047'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPM)
 MD1047'RECOVERED IN GOOD CONDITION.
 MD1047
 MD1047                          STATION RECOVERY (1993)
 MD1047
 MD1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1047'IN WARSAW, AT THE INTERSECTION OF ANCHORAGE ROAD AND THE CONRAIL
 MD1047'RAILROAD, IN TOP OF AND 1.9 M (6.2 FT) EAST OF THE WEST END OF THE
 MD1047'NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 54.6 M (179.1 FT) SOUTH
 MD1047'OF THE CENTER OF THE ROAD, 1.3 M (4.3 FT) WEST OF THE NEAR RAIL, 1.3 M
 MD1047'(4.3 FT) BELOW THE LEVEL OF THE RAILROAD, AND 0.5 M (1.6 FT) NORTH OF
 MD1047'THE SOUTH EDGE OF THE ABUTMENT.
 MD1047
 MD1047                          STATION RECOVERY (2015)
 MD1047
 MD1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 MD1047'T-E INC. RAILROAD PLACED A NEW BRIDGE OVER OLD BRIDGE. MARK IS NOT
 MD1047'ACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1003 ***********************************************************************
 MD1003  DESIGNATION -  Z 160
 MD1003  PID         -  MD1003
 MD1003  STATE/COUNTY-  IN/KOSCIUSKO
 MD1003  COUNTRY     -  US
 MD1003  USGS QUAD   -  PIERCETON (2019)
 MD1003
 MD1003                         *CURRENT SURVEY CONTROL
 MD1003  ______________________________________________________________________
 MD1003* NAD 83(1986) POSITION- 41 12 28.     (N) 085 43 59.     (W)   SCALED
 MD1003* NAVD 88 ORTHO HEIGHT -   272.565 (meters)      894.24  (feet) ADJUSTED
 MD1003  ______________________________________________________________________
 MD1003  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 MD1003  DYNAMIC HEIGHT  -        272.449 (meters)      893.86  (feet) COMP
 MD1003  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 MD1003
 MD1003  VERT ORDER      -  FIRST     CLASS I
 MD1003
 MD1003.The horizontal coordinates were scaled from a map and have
 MD1003.an estimated accuracy of +/- 6 seconds.
 MD1003
 MD1003.The orthometric height was determined by differential leveling and
 MD1003.adjusted by the NATIONAL GEODETIC SURVEY
 MD1003.in June 1991.
 MD1003
 MD1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1003.GEOID18 height accuracy estimate available here.
 MD1003
 MD1003.Click photographs - Photos may exist for this station.
 MD1003
 MD1003.The dynamic height is computed by dividing the NAVD 88
 MD1003.geopotential number by the normal gravity value computed on the
 MD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1003.degrees latitude (g = 980.6199 gals.).
 MD1003
 MD1003.The modeled gravity was interpolated from observed gravity values.
 MD1003
 MD1003;                    North         East    Units  Estimated Accuracy
 MD1003;SPC IN E     -   661,640.       94,430.      MT  (+/- 180 meters Scaled)
 MD1003
 MD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL062625(NAD 83)
 MD1003
 MD1003                          SUPERSEDED SURVEY CONTROL
 MD1003
 MD1003  NGVD 29 (01/19/93)  272.703  (m)          894.69   (f) ADJUSTED    1 1
 MD1003  NGVD 29 (??/??/92)  272.703  (m)          894.69   (f) SUPERSEDED  1 1
 MD1003
 MD1003.Superseded values are not recommended for survey control.
 MD1003
 MD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1003.See file dsdata.pdf to determine how the superseded data were derived.
 MD1003
 MD1003_MARKER: DB = BENCH MARK DISK
 MD1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1003_STAMPING: Z 160 1946
 MD1003_MARK LOGO: CGS
 MD1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1003+STABILITY: SURFACE MOTION
 MD1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1003+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1003
 MD1003  HISTORY     - Date     Condition        Report By
 MD1003  HISTORY     - 1946     MONUMENTED       CGS
 MD1003  HISTORY     - 1968     GOOD             CGS
 MD1003  HISTORY     - 1990     GOOD             USPSQD
 MD1003  HISTORY     - 19921008 GOOD             NGS
 MD1003
 MD1003                          STATION DESCRIPTION
 MD1003
 MD1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD1003'1.5 MI NW FROM PIERCETON.
 MD1003'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MD1003'THE CROSSING OF STATE HIGHWAY 13 AT PIERCETON, ABOUT 0.2 MILE
 MD1003'NORTHWEST OF MILEPOST 352, AT THE NORTHWEST END OF A LONG LOW
 MD1003'CUT WHICH IS ABOUT 0.15 MILE LONG, 30.2 FEET SOUTHWEST OF THE
 MD1003'SOUTHWEST RAIL OF THE EASTBOUND TRACK, 4 1/2 FEET NORTHEAST OF
 MD1003'THE RIGHT-OF-WAY FENCE LINE, 4 FEET NORTHWEST OF THE 9 TH TELEPHONE
 MD1003'POLE NORTHWEST OF THE MILEPOST, IN LINE WITH A ROW OF POLES, 1.1
 MD1003'FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 MD1003'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MD1003'ABOVE THE LEVEL OF THE GROUND.  SEC 20, T 32N, R 7E.
 MD1003
 MD1003                          STATION RECOVERY (1990)
 MD1003
 MD1003'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNC)
 MD1003'RECOVERED IN GOOD CONDITION.
 MD1003
 MD1003                          STATION RECOVERY (1992)
 MD1003
 MD1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD1003'2.5 KM (1.55 MI) WESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 MD1003'JUNCTION OF STATE HIGHWAY 13 IN PIERCETON, 9.0 M (29.5 FT) SOUTHWEST
 MD1003'OF THE NEAR RAIL, 1.7 M (5.6 FT) NORTHEAST OF A FENCE, 1.0 M (3.3 FT)
 MD1003'NORTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 MD1003'TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0848 ***********************************************************************
 MD0848  DESIGNATION -  Z 161
 MD0848  PID         -  MD0848
 MD0848  STATE/COUNTY-  IN/NOBLE
 MD0848  COUNTRY     -  US
 MD0848  USGS QUAD   -  CORUNNA (2019)
 MD0848
 MD0848                         *CURRENT SURVEY CONTROL
 MD0848  ______________________________________________________________________
 MD0848* NAD 83(1997) POSITION- 41 22 30.93849(N) 085 14 23.28343(W)   ADJUSTED
 MD0848* NAVD 88 ORTHO HEIGHT -   305.492 (meters)     1002.27  (feet) ADJUSTED
 MD0848  ______________________________________________________________________
 MD0848  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 MD0848  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 MD0848  DYNAMIC HEIGHT  -        305.370 (meters)     1001.87  (feet) COMP
 MD0848  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 MD0848
 MD0848  HORZ ORDER      -  SECOND
 MD0848  VERT ORDER      -  SECOND    CLASS I
 MD0848
 MD0848.The horizontal coordinates were established by classical geodetic methods
 MD0848.and adjusted by the National Geodetic Survey in May 1999.
 MD0848
 MD0848.The orthometric height was determined by differential leveling and
 MD0848.adjusted by the NATIONAL GEODETIC SURVEY
 MD0848.in March 2022.
 MD0848
 MD0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0848.GEOID18 height accuracy estimate available here.
 MD0848
 MD0848.Click photographs - Photos may exist for this station.
 MD0848
 MD0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0848
 MD0848.The dynamic height is computed by dividing the NAVD 88
 MD0848.geopotential number by the normal gravity value computed on the
 MD0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0848.degrees latitude (g = 980.6199 gals.).
 MD0848
 MD0848.The modeled gravity was interpolated from observed gravity values.
 MD0848
 MD0848. The following values were computed from the NAD 83(1997) position.
 MD0848
 MD0848;                    North         East     Units Scale Factor Converg.
 MD0848;SPC IN E     -   680,320.260   135,708.811   MT  0.99998235   +0 16 55.8
 MD0848;SPC IN E     - 2,232,017.39    445,237.99   sFT  0.99998235   +0 16 55.8
 MD0848;UTM  16      - 4,581,910.677   647,195.613   MT  0.99986665   +1 09 49.2
 MD0848
 MD0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0848!SPC IN E     -   0.99995727  x   0.99998235  =   0.99993962
 MD0848!UTM  16      -   0.99995727  x   0.99986665  =   0.99982392
 MD0848
 MD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4719581910(NAD 83)
 MD0848
 MD0848                          SUPERSEDED SURVEY CONTROL
 MD0848
 MD0848  NAD 83(1995)-  41 22 30.93877(N)    085 14 23.29128(W) AD(       ) 2
 MD0848  NAD 83(1986)-  41 22 30.93943(N)    085 14 23.29459(W) AD(       ) 2
 MD0848  NAD 27      -  41 22 30.76490(N)    085 14 23.38700(W) AD(       ) 2
 MD0848  NAVD 88 (06/15/91)  305.388  (m)         1001.93   (f) SUPERSEDED  2 0
 MD0848  NGVD 29 (??/??/92)  305.529  (m)         1002.39   (f) ADJ UNCH    2 0
 MD0848  NGVD 29             305.53   (m)         1002.4    (f) LEVELING    3  
 MD0848
 MD0848.Superseded values are not recommended for survey control.
 MD0848
 MD0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0848.See file dsdata.pdf to determine how the superseded data were derived.
 MD0848
 MD0848_MARKER: DB = BENCH MARK DISK
 MD0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0848_STAMPING: Z 161 1946
 MD0848_MARK LOGO: CGS
 MD0848_PROJECTION: PROJECTING 23 CENTIMETERS
 MD0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0848+STABILITY: SURFACE MOTION
 MD0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0848+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2018
 MD0848
 MD0848  HISTORY     - Date     Condition        Report By
 MD0848  HISTORY     - 1946     MONUMENTED       CGS
 MD0848  HISTORY     - 1963     GOOD             CGS
 MD0848  HISTORY     - 1970     GOOD             NGS
 MD0848  HISTORY     - 20061117 GOOD             INDIV
 MD0848  HISTORY     - 20110713 GOOD             JCLS
 MD0848  HISTORY     - 20180510 GOOD             INDOT
 MD0848
 MD0848                          STATION DESCRIPTION
 MD0848
 MD0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0848'THIS IS A TRAVERSE STATION.
 MD0848'
 MD0848'STATION IS LOCATED 0.6 MILE NORTH OF AVILLA ON THE EAST SIDE OF STATE
 MD0848'HIGHWAYS 3 AND 8.
 MD0848'IT IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2.5 FT. NORTHWEST
 MD0848'OF A 3 BY 3 FOOT BRICK POST.  THE MARK IS
 MD0848'A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN AN 8 BY 8
 MD0848'INCH CONCRETE POST FLUSH WITH THE GROUND AND THE DISK
 MD0848'IS STAMPED Z 161 1946.  A TRAVERSE
 MD0848'CONNECTION WAS MADE FROM TRIANGULATION STATION AVILLE AND THE
 MD0848'DISTANCE WAS FOUND TO BE 40.614
 MD0848'METERS.
 MD0848
 MD0848                          STATION RECOVERY (1963)
 MD0848
 MD0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0848'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE
 MD0848'UNDERSIGNED MEASURED WITH A
 MD0848'300-FOOT TAPE THE DISTANCE TO TRIANGULATION STATION AVILLE AS 133.29
 MD0848'FEET (40.627 METERS) INSTEAD OF THE
 MD0848'RECORDED 133.25 FEET OR 40.614 METERS IN THE ORIGINAL DESCRIPTION.
 MD0848'THE AZIMUTH OF 193 DEG. 52 MIN. 43.1 SEC. TO THE
 MD0848'TRIANGULATION STATION IS ALSO RECORDED.
 MD0848'
 MD0848'ABOUT 0.7 MILE N ALONG NOS. 3 AND 8 INDIANA HWYS. FROM THEIR JUNCTION
 MD0848'AT THE MAIN CORNER IN AVILLA, AT THE
 MD0848'NW CORNER OF A CEMETERY, 33 FEET E OF CENTER LINE OF 22-FOOT ASPHALT
 MD0848'HWY. PAVEMENT, 0.3 FOOT LOWER THAN
 MD0848'SAME, 3 FEET NE OF NE CORNER OF BRICK-PILLAR FENCE POST
 MD0848'AT THE PRESENT NW CORNER OF THE CEMETERY, ABOUT 50
 MD0848'YARDS N OF THE MAIN ENTRANCE, 1.5 FEET
 MD0848'S OF STEEL WITNESS POST, A STANDARD BENCH MARK DISK IS STAMPED Z 161
 MD0848'1946 AND SET IN TOP OF CONCRETE POST
 MD0848'THAT PROJECTS ABOUT 0.3 FOOT ABOVE GROUND.
 MD0848
 MD0848                          STATION RECOVERY (1970)
 MD0848
 MD0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD0848'0.7 MI N FROM AVILLA.
 MD0848'0.7 MILE N ALONG NOS. 3 AND 8 INDIANA HWYS. FROM THEIR JUNCTION
 MD0848'AT THE MAIN CORNER IN AVILLA, AT THE NW CORNER (SOME WORK THERE
 MD0848'INDICATES ENLARGEMENT THAT WILL MOVE THE CORNER NORTHWARD)
 MD0848'OF A CEMETERY, 33 FEET E OF CENTER LINE OF HWY., 0.3 FOOT LOWER
 MD0848'THAN SAME, ABOUT 50 YARDS N OF THE MAIN ENTRANCE TO THE CEMETERY,
 MD0848'7 FEET W OF A TRANSFORMER POWER POLE, 3 FEET NE OF NE CORNER
 MD0848'OF LARGE BRICK FENCE POST, AND PROJECTING 0.4 FOOT ABOVE
 MD0848'GROUND.  NOTE-- THE MARK IS 85 FEET SOUTH OF THE CENTERLINE OF
 MD0848'NORTH DRIVE TO CEMETERY, 1 FOOT SOUTH OF A METAL WITNESS POST, 3
 MD0848'FEET NORTHEAST OF A BRICK FENCE POST, 32 FEET EAST OF THE
 MD0848'CENTERLINE OF STATE HIGHWAY 3, 7 FEET WEST OF A POWER POLE.  SET
 MD0848'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MD0848
 MD0848                          STATION RECOVERY (2006)
 MD0848
 MD0848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 MD0848'THERE IS ALSO A RED CARSONITE WITNESS POST EAST OF THE MARK.
 MD0848
 MD0848                          STATION RECOVERY (2011)
 MD0848
 MD0848'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 MD0848'RECOVERED IN GOOD CONDITION.
 MD0848
 MD0848                          STATION RECOVERY (2018)
 MD0848
 MD0848'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0848'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0859 ***********************************************************************
 MD0859  DESIGNATION -  Z 162
 MD0859  PID         -  MD0859
 MD0859  STATE/COUNTY-  IN/NOBLE
 MD0859  COUNTRY     -  US
 MD0859  USGS QUAD   -  GARRETT (2019)
 MD0859
 MD0859                         *CURRENT SURVEY CONTROL
 MD0859  ______________________________________________________________________
 MD0859* NAD 83(1986) POSITION- 41 17 13.     (N) 085 11 49.     (W)   SCALED
 MD0859* NAVD 88 ORTHO HEIGHT -   265.715 (meters)      871.77  (feet) ADJUSTED
 MD0859  ______________________________________________________________________
 MD0859  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 MD0859  DYNAMIC HEIGHT  -        265.610 (meters)      871.42  (feet) COMP
 MD0859  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 MD0859
 MD0859  VERT ORDER      -  SECOND    CLASS 0
 MD0859
 MD0859.The horizontal coordinates were scaled from a map and have
 MD0859.an estimated accuracy of +/- 6 seconds.
 MD0859
 MD0859.The orthometric height was determined by differential leveling and
 MD0859.adjusted by the NATIONAL GEODETIC SURVEY
 MD0859.in June 1991.
 MD0859
 MD0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0859.GEOID18 height accuracy estimate available here.
 MD0859
 MD0859.Click photographs - Photos may exist for this station.
 MD0859
 MD0859.The dynamic height is computed by dividing the NAVD 88
 MD0859.geopotential number by the normal gravity value computed on the
 MD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0859.degrees latitude (g = 980.6199 gals.).
 MD0859
 MD0859.The modeled gravity was interpolated from observed gravity values.
 MD0859
 MD0859;                    North         East    Units  Estimated Accuracy
 MD0859;SPC IN E     -   670,530.      139,350.      MT  (+/- 180 meters Scaled)
 MD0859
 MD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL509721(NAD 83)
 MD0859
 MD0859                          SUPERSEDED SURVEY CONTROL
 MD0859
 MD0859  NGVD 29 (??/??/92)  265.864  (m)          872.26   (f) ADJ UNCH    2 0
 MD0859
 MD0859.Superseded values are not recommended for survey control.
 MD0859
 MD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0859.See file dsdata.pdf to determine how the superseded data were derived.
 MD0859
 MD0859_MARKER: DB = BENCH MARK DISK
 MD0859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0859_SP_SET: CULVERT HEADWALL
 MD0859_STAMPING: Z 162 1946
 MD0859_MARK LOGO: CGS
 MD0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0859+STABILITY: SURFACE MOTION
 MD0859
 MD0859  HISTORY     - Date     Condition        Report By
 MD0859  HISTORY     - 1946     MONUMENTED       CGS
 MD0859  HISTORY     - 1962     GOOD             CGS
 MD0859
 MD0859                          STATION DESCRIPTION
 MD0859
 MD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0859'IN LAOTTO.
 MD0859'ABOUT 0.3 MILE S ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION
 MD0859'WITH NO. 205 INDIANA HWY. IN LAOTTO, 64.8 FEET NE OF NE CORNER
 MD0859'OF WESLEYAN METHODIST CHURCH, 22 FEET N OF CENTER LINE OF A
 MD0859'STREET LEADING W, 21.5 FEET W OF CENTER LINE OF HWY. PAVEMENT,
 MD0859'0.2 FOOT LOWER THAN SAME, IN A DRILL HOLE AT THE VERTEX OF A
 MD0859'RIGHT-ANGLED 4- BY 4-FOOT CONCRETE HEADWALL OF TWO (ONE 15-INCH
 MD0859'AND ONE 12-INCH) IRON PIPE CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0909 ***********************************************************************
 MD0909  DESIGNATION -  Z 164
 MD0909  PID         -  MD0909
 MD0909  STATE/COUNTY-  IN/NOBLE
 MD0909  COUNTRY     -  US
 MD0909  USGS QUAD   -  MERRIAM (2019)
 MD0909
 MD0909                         *CURRENT SURVEY CONTROL
 MD0909  ______________________________________________________________________
 MD0909* NAD 83(1986) POSITION- 41 19 16.     (N) 085 25 57.     (W)   SCALED
 MD0909* NAVD 88 ORTHO HEIGHT -   277.464 (meters)      910.31  (feet) ADJUSTED
 MD0909  ______________________________________________________________________
 MD0909  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 MD0909  DYNAMIC HEIGHT  -        277.353 (meters)      909.95  (feet) COMP
 MD0909  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 MD0909
 MD0909  VERT ORDER      -  SECOND    CLASS 0
 MD0909
 MD0909.The horizontal coordinates were scaled from a map and have
 MD0909.an estimated accuracy of +/- 6 seconds.
 MD0909
 MD0909.The orthometric height was determined by differential leveling and
 MD0909.adjusted by the NATIONAL GEODETIC SURVEY
 MD0909.in June 1991.
 MD0909
 MD0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0909.GEOID18 height accuracy estimate available here.
 MD0909
 MD0909.Click photographs - Photos may exist for this station.
 MD0909
 MD0909.The dynamic height is computed by dividing the NAVD 88
 MD0909.geopotential number by the normal gravity value computed on the
 MD0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0909.degrees latitude (g = 980.6199 gals.).
 MD0909
 MD0909.The modeled gravity was interpolated from observed gravity values.
 MD0909
 MD0909;                    North         East    Units  Estimated Accuracy
 MD0909;SPC IN E     -   674,250.      119,610.      MT  (+/- 180 meters Scaled)
 MD0909
 MD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL311755(NAD 83)
 MD0909
 MD0909                          SUPERSEDED SURVEY CONTROL
 MD0909
 MD0909  NGVD 29 (??/??/92)  277.610  (m)          910.79   (f) ADJ UNCH    2 0
 MD0909
 MD0909.Superseded values are not recommended for survey control.
 MD0909
 MD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0909.See file dsdata.pdf to determine how the superseded data were derived.
 MD0909
 MD0909_MARKER: DB = BENCH MARK DISK
 MD0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0909_SP_SET: ABUTMENT
 MD0909_STAMPING: Z 164 1946
 MD0909_MARK LOGO: CGS
 MD0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0909
 MD0909  HISTORY     - Date     Condition        Report By
 MD0909  HISTORY     - 1946     MONUMENTED       CGS
 MD0909  HISTORY     - 1962     GOOD             CGS
 MD0909
 MD0909                          STATION DESCRIPTION
 MD0909
 MD0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0909'2.4 MI N FROM MERRIAM.
 MD0909'ABOUT 2.4 MILES N ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION
 MD0909'WITH NO. 33 U.S. HWY. AT MERRIAM, ABOUT 0.15 MILE S OF BURR OAK
 MD0909'BAPTIST CHURCH, SET IN DRILL HOLE IN TOP OF W END OF S ABUTMENT OF
 MD0909'A 17-FOOT CONCRETE BRIDGE, 13.5 FEET W OF CENTER LINE OF HWY.,
 MD0909'0.8 FOOT LOWER THAN SAME, AND 0.8 FOOT W OF THE CONCRETE BANISTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1148 ***********************************************************************
 MD1148  DESIGNATION -  Z 165
 MD1148  PID         -  MD1148
 MD1148  STATE/COUNTY-  IN/WHITLEY
 MD1148  COUNTRY     -  US
 MD1148  USGS QUAD   -  LORANE (2019)
 MD1148
 MD1148                         *CURRENT SURVEY CONTROL
 MD1148  ______________________________________________________________________
 MD1148* NAD 83(1986) POSITION- 41 10 54.     (N) 085 32 05.     (W)   SCALED
 MD1148* NAVD 88 ORTHO HEIGHT -   273.477 (meters)      897.23  (feet) ADJUSTED
 MD1148  ______________________________________________________________________
 MD1148  GEOID HEIGHT    -        -33.057 (meters)                     GEOID18
 MD1148  DYNAMIC HEIGHT  -        273.368 (meters)      896.87  (feet) COMP
 MD1148  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 MD1148
 MD1148  VERT ORDER      -  SECOND    CLASS 0
 MD1148
 MD1148.The horizontal coordinates were scaled from a map and have
 MD1148.an estimated accuracy of +/- 6 seconds.
 MD1148
 MD1148.The orthometric height was determined by differential leveling and
 MD1148.adjusted by the NATIONAL GEODETIC SURVEY
 MD1148.in June 1991.
 MD1148
 MD1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1148.GEOID18 height accuracy estimate available here.
 MD1148
 MD1148.Click photographs - Photos may exist for this station.
 MD1148
 MD1148.The dynamic height is computed by dividing the NAVD 88
 MD1148.geopotential number by the normal gravity value computed on the
 MD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1148.degrees latitude (g = 980.6199 gals.).
 MD1148
 MD1148.The modeled gravity was interpolated from observed gravity values.
 MD1148
 MD1148;                    North         East    Units  Estimated Accuracy
 MD1148;SPC IN E     -   658,740.      111,070.      MT  (+/- 180 meters Scaled)
 MD1148
 MD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL228599(NAD 83)
 MD1148
 MD1148                          SUPERSEDED SURVEY CONTROL
 MD1148
 MD1148  NGVD 29 (??/??/92)  273.627  (m)          897.72   (f) ADJ UNCH    2 0
 MD1148
 MD1148.Superseded values are not recommended for survey control.
 MD1148
 MD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1148.See file dsdata.pdf to determine how the superseded data were derived.
 MD1148
 MD1148_MARKER: DB = BENCH MARK DISK
 MD1148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1148_SP_SET: CULVERT HEADWALL
 MD1148_STAMPING: Z 165 1946
 MD1148_MARK LOGO: CGS
 MD1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1148+STABILITY: SURFACE MOTION
 MD1148
 MD1148  HISTORY     - Date     Condition        Report By
 MD1148  HISTORY     - 1946     MONUMENTED       CGS
 MD1148  HISTORY     - 1961     GOOD             CGS
 MD1148
 MD1148                          STATION DESCRIPTION
 MD1148
 MD1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1148'3.2 MI NW FROM COLUMBIA CITY.
 MD1148'ABOUT 0.7 MILE WESTERLY ALONG NO. 30 U.S. HIGHWAY FROM THE
 MD1148'COURTHOUSE IN COLUMBIA CITY, THENCE 2.45 MILES NW ALONG LINCOLN
 MD1148'WAY (OLD NO. 30 OR LINCOLN HIGHWAY) TO THE MARK ON THE RIGHT, 0.4
 MD1148'MILE NW OF Y-JUNCTION OF WOLF ROAD AND LINCOLN WAY, 40 FEET NE
 MD1148'OF CENTER LINE OF 18-FOOT ASPHALT HIGHWAY PAVEMENT, 5.4 FEET
 MD1148'LOWER THAN SAME, 10 FEET SW OF NO. 770 TELEPHONE POLE, IN A
 MD1148'DRILL HOLE 1.3 FEET NW OF SE END OF HEADWALL OF A 14-INCH METAL
 MD1148'STEEL CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0015 ***********************************************************************
 ME0015  DESIGNATION -  Z 167
 ME0015  PID         -  ME0015
 ME0015  STATE/COUNTY-  IN/ST JOSEPH
 ME0015  COUNTRY     -  US
 ME0015  USGS QUAD   -  OSCEOLA (2019)
 ME0015
 ME0015                         *CURRENT SURVEY CONTROL
 ME0015  ______________________________________________________________________
 ME0015* NAD 83(1986) POSITION- 41 39 17.     (N) 086 06 50.     (W)   SCALED
 ME0015* NAVD 88 ORTHO HEIGHT -   222.909 (meters)      731.33  (feet) ADJUSTED
 ME0015  ______________________________________________________________________
 ME0015  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 ME0015  DYNAMIC HEIGHT  -        222.821 (meters)      731.04  (feet) COMP
 ME0015  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 ME0015
 ME0015  VERT ORDER      -  SECOND    CLASS 0
 ME0015
 ME0015.The horizontal coordinates were scaled from a map and have
 ME0015.an estimated accuracy of +/- 6 seconds.
 ME0015
 ME0015.The orthometric height was determined by differential leveling and
 ME0015.adjusted by the NATIONAL GEODETIC SURVEY
 ME0015.in June 1991.
 ME0015
 ME0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0015.GEOID18 height accuracy estimate available here.
 ME0015
 ME0015.Click photographs - Photos may exist for this station.
 ME0015
 ME0015.The dynamic height is computed by dividing the NAVD 88
 ME0015.geopotential number by the normal gravity value computed on the
 ME0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0015.degrees latitude (g = 980.6199 gals.).
 ME0015
 ME0015.The modeled gravity was interpolated from observed gravity values.
 ME0015
 ME0015;                    North         East    Units  Estimated Accuracy
 ME0015;SPC IN E     -   711,370.       62,750.      MT  (+/- 180 meters Scaled)
 ME0015
 ME0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM737118(NAD 83)
 ME0015
 ME0015                          SUPERSEDED SURVEY CONTROL
 ME0015
 ME0015  NGVD 29 (??/??/92)  223.030  (m)          731.72   (f) ADJ UNCH    2 0
 ME0015
 ME0015.Superseded values are not recommended for survey control.
 ME0015
 ME0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0015.See file dsdata.pdf to determine how the superseded data were derived.
 ME0015
 ME0015_MARKER: DB = BENCH MARK DISK
 ME0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0015_SP_SET: BRIDGE
 ME0015_STAMPING: Z 167 1946
 ME0015_MARK LOGO: CGS
 ME0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0015+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2025
 ME0015
 ME0015  HISTORY     - Date     Condition        Report By
 ME0015  HISTORY     - 1946     MONUMENTED       CGS
 ME0015  HISTORY     - 1987     GOOD             USPSQD
 ME0015  HISTORY     - 20010930 GOOD             USPSQD
 ME0015  HISTORY     - 20060222 GOOD             INDIV
 ME0015  HISTORY     - 20080508 GOOD             LFA
 ME0015  HISTORY     - 20250429 GOOD             INDIV
 ME0015
 ME0015                          STATION DESCRIPTION
 ME0015
 ME0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0015'3 MI E FROM MISHAWAKA.
 ME0015'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 33 FROM THE HIGH SCHOOL
 ME0015'AT MISHAWAKA, THENCE ABOUT 0.55 MILE SOUTH ALONG ELDER STREET
 ME0015'AND BLACKBERRY ROAD, ABOUT 0.4 MILE SOUTH ALONG BLACKBERRY ROAD
 ME0015'FROM THE CROSSING OF THE NEW YORK CENTRAL RAILROAD, AT A 20-FOOT
 ME0015'CONCRETE BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHWEST END
 ME0015'OF THE NORTHEAST WING WALL, 16 FEET EAST OF THE CENTER LINE
 ME0015'OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 ME0015
 ME0015                          STATION RECOVERY (1987)
 ME0015
 ME0015'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSH)
 ME0015'RECOVERED IN GOOD CONDITION.
 ME0015
 ME0015                          STATION RECOVERY (2001)
 ME0015
 ME0015'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGS)
 ME0015'RECOVERED IN GOOD CONDITION.
 ME0015
 ME0015                          STATION RECOVERY (2006)
 ME0015
 ME0015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 ME0015'IF FOLIAGE IS OUT, GPS OBSERVATIONS MAY BE DIFFICULT.
 ME0015
 ME0015                          STATION RECOVERY (2008)
 ME0015
 ME0015'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2008 (SST)
 ME0015'RECOVERED IN GOOD CONDITION.
 ME0015
 ME0015                          STATION RECOVERY (2025)
 ME0015
 ME0015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (KS)
 ME0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0160 ***********************************************************************
 ME0160  DESIGNATION -  Z 168
 ME0160  PID         -  ME0160
 ME0160  STATE/COUNTY-  IN/MARSHALL
 ME0160  COUNTRY     -  US
 ME0160  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0160
 ME0160                         *CURRENT SURVEY CONTROL
 ME0160  ______________________________________________________________________
 ME0160* NAD 83(1986) POSITION- 41 24 35.     (N) 086 07 01.     (W)   SCALED
 ME0160* NAVD 88 ORTHO HEIGHT -   250.539 (meters)      821.98  (feet) ADJUSTED
 ME0160  ______________________________________________________________________
 ME0160  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 ME0160  DYNAMIC HEIGHT  -        250.435 (meters)      821.64  (feet) COMP
 ME0160  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 ME0160
 ME0160  VERT ORDER      -  SECOND    CLASS 0
 ME0160
 ME0160.The horizontal coordinates were scaled from a map and have
 ME0160.an estimated accuracy of +/- 6 seconds.
 ME0160
 ME0160.The orthometric height was determined by differential leveling and
 ME0160.adjusted by the NATIONAL GEODETIC SURVEY
 ME0160.in June 1991.
 ME0160
 ME0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0160.GEOID18 height accuracy estimate available here.
 ME0160
 ME0160.Click photographs - Photos may exist for this station.
 ME0160
 ME0160.The dynamic height is computed by dividing the NAVD 88
 ME0160.geopotential number by the normal gravity value computed on the
 ME0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0160.degrees latitude (g = 980.6199 gals.).
 ME0160
 ME0160.The modeled gravity was interpolated from observed gravity values.
 ME0160
 ME0160;                    North         East    Units  Estimated Accuracy
 ME0160;SPC IN E     -   684,160.       62,350.      MT  (+/- 180 meters Scaled)
 ME0160
 ME0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738846(NAD 83)
 ME0160
 ME0160                          SUPERSEDED SURVEY CONTROL
 ME0160
 ME0160  NGVD 29 (??/??/92)  250.658  (m)          822.37   (f) ADJ UNCH    2 0
 ME0160
 ME0160.Superseded values are not recommended for survey control.
 ME0160
 ME0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0160.See file dsdata.pdf to determine how the superseded data were derived.
 ME0160
 ME0160_MARKER: DB = BENCH MARK DISK
 ME0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0160_STAMPING: Z 168 1946
 ME0160_MARK LOGO: CGS
 ME0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0160+STABILITY: SURFACE MOTION
 ME0160
 ME0160  HISTORY     - Date     Condition        Report By
 ME0160  HISTORY     - 1946     MONUMENTED       CGS
 ME0160  HISTORY     - 19940829 MARK NOT FOUND   USPSQD
 ME0160
 ME0160                          STATION DESCRIPTION
 ME0160
 ME0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0160'3.8 MI SE FROM BREMEN.
 ME0160'ABOUT 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 331 FROM THE BREMEN
 ME0160'STATE BANK AT BREMEN, ABOUT 0.35 MILE NORTH OF THE OLD GERMAN
 ME0160'TOWNSHIP SCHOOL BUILDING AT MUNCIE CORNER, ABOUT 1/4 MILE NORTH OF
 ME0160'NORTH UNION UNITED BRETHREN CHURCH, IN THE SOUTHEAST ANGLE OF
 ME0160'THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, 54 FEET EAST OF
 ME0160'THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE
 ME0160'OF THE ROAD, 8.5 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT
 ME0160'NORTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT 2 FEET HIGHER THAN THE
 ME0160'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 ME0160'INCHES.
 ME0160
 ME0160                          STATION RECOVERY (1994)
 ME0160
 ME0160'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0186 ***********************************************************************
 ME0186  DESIGNATION -  Z 169
 ME0186  PID         -  ME0186
 ME0186  STATE/COUNTY-  IN/MARSHALL
 ME0186  COUNTRY     -  US
 ME0186  USGS QUAD   -  NAPPANEE WEST (2019)
 ME0186
 ME0186                         *CURRENT SURVEY CONTROL
 ME0186  ______________________________________________________________________
 ME0186* NAD 83(1986) POSITION- 41 24 42.     (N) 086 04 16.     (W)   SCALED
 ME0186* NAVD 88 ORTHO HEIGHT -   254.697 (meters)      835.62  (feet) ADJUSTED
 ME0186  ______________________________________________________________________
 ME0186  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 ME0186  DYNAMIC HEIGHT  -        254.592 (meters)      835.27  (feet) COMP
 ME0186  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 ME0186
 ME0186  VERT ORDER      -  SECOND    CLASS 0
 ME0186
 ME0186.The horizontal coordinates were scaled from a map and have
 ME0186.an estimated accuracy of +/- 6 seconds.
 ME0186
 ME0186.The orthometric height was determined by differential leveling and
 ME0186.adjusted by the NATIONAL GEODETIC SURVEY
 ME0186.in June 1991.
 ME0186
 ME0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0186.GEOID18 height accuracy estimate available here.
 ME0186
 ME0186.Click photographs - Photos may exist for this station.
 ME0186
 ME0186.The dynamic height is computed by dividing the NAVD 88
 ME0186.geopotential number by the normal gravity value computed on the
 ME0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0186.degrees latitude (g = 980.6199 gals.).
 ME0186
 ME0186.The modeled gravity was interpolated from observed gravity values.
 ME0186
 ME0186;                    North         East    Units  Estimated Accuracy
 ME0186;SPC IN E     -   684,350.       66,190.      MT  (+/- 180 meters Scaled)
 ME0186
 ME0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL776848(NAD 83)
 ME0186
 ME0186                          SUPERSEDED SURVEY CONTROL
 ME0186
 ME0186  NGVD 29 (??/??/92)  254.817  (m)          836.01   (f) ADJ UNCH    2 0
 ME0186
 ME0186.Superseded values are not recommended for survey control.
 ME0186
 ME0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0186.See file dsdata.pdf to determine how the superseded data were derived.
 ME0186
 ME0186_MARKER: DB = BENCH MARK DISK
 ME0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0186_STAMPING: Z 169 1946
 ME0186_MARK LOGO: CGS
 ME0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0186+STABILITY: SURFACE MOTION
 ME0186
 ME0186  HISTORY     - Date     Condition        Report By
 ME0186  HISTORY     - 1946     MONUMENTED       CGS
 ME0186  HISTORY     - 19940830 MARK NOT FOUND   USPSQD
 ME0186
 ME0186                          STATION DESCRIPTION
 ME0186
 ME0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0186'2.8 MI E FROM MUNCIE CORNER.
 ME0186'ABOUT 1.7 MILES EAST, 0.5 MILE NORTH, AND 0.6 MILE EAST ALONG
 ME0186'GRAVEL ROADS FROM THE OLD GERMAN TOWNSHIP SCHOOL BUILDING AT
 ME0186'MUNCIE CORNER, AT A FARM OWNED BY JOHN A. BORKHOLDER AND KNOWN
 ME0186'AS THE OLD HECKMAN PLACE, 88 FEET NORTHEAST OF THE NORTHEAST
 ME0186'CORNER OF A WELL AND PUMP HOUSE, 85 FEET NORTH OF THE NORTHWEST
 ME0186'CORNER OF A BARN, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ME0186'13 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 5.5 FEET EAST OF
 ME0186'THE EAST GATEPOST, 1.5 FEET NORTH OF THE FENCE, ABOUT 1 FOOT
 ME0186'HIGHER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 ME0186'ABOUT 6 INCHES.
 ME0186
 ME0186                          STATION RECOVERY (1994)
 ME0186
 ME0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0919 ***********************************************************************
 ME0919  DESIGNATION -  Z 17
 ME0919  PID         -  ME0919
 ME0919  STATE/COUNTY-  IN/LAKE
 ME0919  COUNTRY     -  US
 ME0919  USGS QUAD   -  HIGHLAND (2019)
 ME0919
 ME0919                         *CURRENT SURVEY CONTROL
 ME0919  ______________________________________________________________________
 ME0919* NAD 83(1986) POSITION- 41 33 29.     (N) 087 27 58.     (W)   SCALED
 ME0919* NAVD 88 ORTHO HEIGHT -   185.764 (meters)      609.46  (feet) ADJUSTED
 ME0919  ______________________________________________________________________
 ME0919  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 ME0919  DYNAMIC HEIGHT  -        185.694 (meters)      609.23  (feet) COMP
 ME0919  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 ME0919
 ME0919  VERT ORDER      -  FIRST     CLASS II
 ME0919
 ME0919.The horizontal coordinates were scaled from a map and have
 ME0919.an estimated accuracy of +/- 6 seconds.
 ME0919
 ME0919.The orthometric height was determined by differential leveling and
 ME0919.adjusted by the NATIONAL GEODETIC SURVEY
 ME0919.in June 1991.
 ME0919
 ME0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0919.GEOID18 height accuracy estimate available here.
 ME0919
 ME0919.Click photographs - Photos may exist for this station.
 ME0919
 ME0919.The dynamic height is computed by dividing the NAVD 88
 ME0919.geopotential number by the normal gravity value computed on the
 ME0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0919.degrees latitude (g = 980.6199 gals.).
 ME0919
 ME0919.The modeled gravity was interpolated from observed gravity values.
 ME0919
 ME0919;                    North         East    Units  Estimated Accuracy
 ME0919;SPC IN W     -   700,600.      868,070.      MT  (+/- 180 meters Scaled)
 ME0919
 ME0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM611008(NAD 83)
 ME0919
 ME0919                          SUPERSEDED SURVEY CONTROL
 ME0919
 ME0919  NGVD 29 (??/??/92)  185.865  (m)          609.79   (f) ADJ UNCH    1 2
 ME0919
 ME0919.Superseded values are not recommended for survey control.
 ME0919
 ME0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0919.See file dsdata.pdf to determine how the superseded data were derived.
 ME0919
 ME0919_MARKER: DB = BENCH MARK DISK
 ME0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0919_STAMPING: Z 17 1934
 ME0919_MARK LOGO: CGS
 ME0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0919+STABILITY: SURFACE MOTION
 ME0919
 ME0919  HISTORY     - Date     Condition        Report By
 ME0919  HISTORY     - 1934     MONUMENTED       CGS
 ME0919  HISTORY     - 1955     GOOD             CGS
 ME0919  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0919
 ME0919                          STATION DESCRIPTION
 ME0919
 ME0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 ME0919'AT HIGHLAND.
 ME0919'AT HIGHLAND, LAKE COUNTY, ABOUT 200 YARDS NORTH OF THE NEW YORK
 ME0919'CENTRAL RAILROAD STATION, 75 YARDS SOUTH OF SIGNAL TOWER HI, 60
 ME0919'YARDS SOUTH OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY
 ME0919'TRACK, 25 FEET SOUTHWEST OF THE WEST RAIL OF THE ERIE RAILROAD
 ME0919'TRACK, 17.1 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND
 ME0919'N.Y.C.R.R. TRACK, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 ME0919'STAMPED Z 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ME0919'NOTE-- THE NEW YORK CENTRAL STATION HAS BEEN REMOVED, THE SIGNAL
 ME0919'TOWER IS ND NOT HI, AND THE MARK IS 20 YARDS SOUTH OF THE
 ME0919'C AND O CROSSING.
 ME0919
 ME0919                          STATION RECOVERY (1990)
 ME0919
 ME0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 ME0919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0145 ***********************************************************************
 ME0145  HT_MOD      -  This is a Height Modernization Survey Station.
 ME0145  DESIGNATION -  Z 170
 ME0145  PID         -  ME0145
 ME0145  STATE/COUNTY-  IN/ELKHART
 ME0145  COUNTRY     -  US
 ME0145  USGS QUAD   -  WAKARUSA (2019)
 ME0145
 ME0145                         *CURRENT SURVEY CONTROL
 ME0145  ______________________________________________________________________
 ME0145* NAD 83(2011) POSITION- 41 32 09.69002(N) 086 03 34.98458(W)   ADJUSTED
 ME0145* NAD 83(2011) ELLIP HT-   217.712 (meters)        (10/27/23)   ADJUSTED
 ME0145* NAD 83(2011) EPOCH   -  2010.00
 ME0145* NAVD 88 ORTHO HEIGHT -   251.54  (meters)      825.3   (feet) GPS OBS
 ME0145  ______________________________________________________________________
 ME0145  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 ME0145  NAD 83(2011) X  -    328,568.140 (meters)                     COMP
 ME0145  NAD 83(2011) Y  - -4,770,186.482 (meters)                     COMP
 ME0145  NAD 83(2011) Z  -  4,207,312.418 (meters)                     COMP
 ME0145  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 ME0145
 ME0145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ME0145  Standards:
 ME0145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ME0145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ME0145  -------------------------------------------------------------------
 ME0145  NETWORK    0.44   2.43           0.19   0.17   1.24     -0.02544130
 ME0145  -------------------------------------------------------------------
 ME0145  Click here for local accuracies and other accuracy information.
 ME0145
 ME0145.The horizontal coordinates were established by GPS observations
 ME0145.and adjusted by the BUTLER FAIRMAN & SEUFERT, INC in October 2023.
 ME0145
 ME0145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ME0145.been affixed to the stable North American tectonic plate. See 
 ME0145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ME0145
 ME0145.The horizontal coordinates are valid at the epoch date displayed above
 ME0145.which is a decimal equivalence of Year/Month/Day.
 ME0145
 ME0145.The orthometric height was determined by GPS observations and a
 ME0145.high-resolution geoid model using precise GPS observation and
 ME0145.processing techniques.
 ME0145
 ME0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0145.GEOID18 height accuracy estimate available here.
 ME0145
 ME0145.Click photographs - Photos may exist for this station.
 ME0145
 ME0145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0145
 ME0145.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0145
 ME0145.The ellipsoidal height was determined by GPS observations
 ME0145.and is referenced to NAD 83.
 ME0145
 ME0145. The following values were computed from the NAD 83(2011) position.
 ME0145
 ME0145;                    North         East     Units Scale Factor Converg.
 ME0145;SPC IN E     -   698,161.262    67,200.980   MT  0.99997990   -0 15 38.3
 ME0145;SPC IN E     - 2,290,550.74    220,475.22   sFT  0.99997990   -0 15 38.3
 ME0145;UTM  16      - 4,598,690.488   578,435.471   MT  0.99967571   +0 37 24.7
 ME0145
 ME0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0145!SPC IN E     -   0.99996585  x   0.99997990  =   0.99994575
 ME0145!UTM  16      -   0.99996585  x   0.99967571  =   0.99964157
 ME0145
 ME0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7843598690(NAD 83)
 ME0145
 ME0145                          SUPERSEDED SURVEY CONTROL
 ME0145
 ME0145  NAVD 88 (06/15/91)  251.408  (m)          824.83   (f) ADJUSTED    2 0
 ME0145  NGVD 29 (??/??/92)  251.525  (m)          825.21   (f) ADJ UNCH    2 0
 ME0145
 ME0145.Superseded values are not recommended for survey control.
 ME0145
 ME0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0145.See file dsdata.pdf to determine how the superseded data were derived.
 ME0145
 ME0145_MARKER: DB = BENCH MARK DISK
 ME0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0145_STAMPING: Z 170 1946
 ME0145_MARK LOGO: CGS
 ME0145_PROJECTION: FLUSH
 ME0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0145+STABILITY: SURFACE MOTION
 ME0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0145+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 ME0145
 ME0145  HISTORY     - Date     Condition        Report By
 ME0145  HISTORY     - 1946     MONUMENTED       CGS
 ME0145  HISTORY     - 1968     GOOD             CGS
 ME0145  HISTORY     - 1982     GOOD             INDNR
 ME0145  HISTORY     - 19950914 GOOD             USPSQD
 ME0145  HISTORY     - 20210331 GOOD             INDOT
 ME0145
 ME0145                          STATION DESCRIPTION
 ME0145
 ME0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0145'2 MI W FROM WAKARUSA.
 ME0145'ABOUT 2.0 MILES WEST ALONG A PAVED COUNTY ROAD FROM THE EXCHANGE
 ME0145'STATE BANK AT WAKARUSA, AT THE ST. JOESEPH-ELKHART COUNTY LINE
 ME0145'CROSS ROAD (ASH ROAD) SET IN THE NORTHEAST QUARTER OF THE
 ME0145'INTERSECTION, 41 FT. NORTH OF THE C/L OF PIERCE ROAD 17 FT.
 ME0145'EAST OF THE C/L OF ASH ROAD, 17 FT. NORTH OF PWP 506/953, 2 FT.
 ME0145'WEST OF FENCE LINE ABOUT LEVEL WITH ROAD, 1 FT. SOUTH OF A STEEL
 ME0145'WITNESS POST AND SET IN TOP OF A CONCRETE POST PROJ. 5 INCHES.
 ME0145
 ME0145                          STATION RECOVERY (1982)
 ME0145
 ME0145'RECOVERY NOTE BY IN DEPT OF NAT RES 1982
 ME0145'RECOVERED IN GOOD CONDITION.
 ME0145
 ME0145                          STATION RECOVERY (1995)
 ME0145
 ME0145'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME0145'RECOVERED IN GOOD CONDITION.
 ME0145
 ME0145                          STATION RECOVERY (2021)
 ME0145
 ME0145'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2021 (JL)
 ME0145'THE STATION IS LOCATED ABOUT 7.2 MI (11.5 KM) WEST OF FORAKER, 7.1 MI
 ME0145'(11.4 KM) NORTH-NORTHWEST OF NAPPANEE AND 5.7 MI (9.3 KM) EAST OF
 ME0145'WYATT.
 ME0145'
 ME0145'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 40 (EAST WATERFORD
 ME0145'STREET) AND STATE ROAD 19 (AKA NAPPANEE STREET) IN WAKARUSA, TRAVEL
 ME0145'WEST ON COUNTY ROAD 40 FOR 3 MI (4.8 KM) TO WEST COUNTY LINE ROAD (AKA
 ME0145'ASH ROAD), WITH THE MONUMENT LOCATED IN NORTHEAST QUADRANT OF THE
 ME0145'INTERSECTION.
 ME0145'
 ME0145'THE MONUMENT IS LOCATED ON THE WEST SIDE OF A GAS PIPELINE SIGN, 1.1
 ME0145'FT (0.3 M) SOUTH-SOUTHWEST OF A SURVEY MARKER POST, 10 FT (3.0 M)
 ME0145'SOUTH-SOUTHWEST OF NIPSCO POWER POLE NO. 506-953, 44.2 FT (13.5 M)
 ME0145'NORTHWEST OF A SECTION CORNER MONUMENT (THE SOUTHEAST CORNER OF
 ME0145'SECTION 28, TOWNSHIP 36 NORTH, RANGE 4 EAST), 41 FT (12.5 M) NORTH OF
 ME0145'THE COUNTY ROAD 40 CENTERLINE, AND 17 FT (5.2 M) EAST OF THE WEST
 ME0145'COUNTY LINE ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1318 ***********************************************************************
 MD1318  DESIGNATION -  Z 171
 MD1318  PID         -  MD1318
 MD1318  STATE/COUNTY-  IN/KOSCIUSKO
 MD1318  COUNTRY     -  US
 MD1318  USGS QUAD   -  ATWOOD (2019)
 MD1318
 MD1318                         *CURRENT SURVEY CONTROL
 MD1318  ______________________________________________________________________
 MD1318* NAD 83(1986) POSITION- 41 17 21.     (N) 085 59 58.     (W)   SCALED
 MD1318* NAVD 88 ORTHO HEIGHT -   242.840 (meters)      796.72  (feet) ADJUSTED
 MD1318  ______________________________________________________________________
 MD1318  GEOID HEIGHT    -        -33.655 (meters)                     GEOID18
 MD1318  DYNAMIC HEIGHT  -        242.739 (meters)      796.39  (feet) COMP
 MD1318  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 MD1318
 MD1318  VERT ORDER      -  SECOND    CLASS 0
 MD1318
 MD1318.The horizontal coordinates were scaled from a map and have
 MD1318.an estimated accuracy of +/- 6 seconds.
 MD1318
 MD1318.The orthometric height was determined by differential leveling and
 MD1318.adjusted by the NATIONAL GEODETIC SURVEY
 MD1318.in June 1991.
 MD1318
 MD1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1318.GEOID18 height accuracy estimate available here.
 MD1318
 MD1318.Click photographs - Photos may exist for this station.
 MD1318
 MD1318.The dynamic height is computed by dividing the NAVD 88
 MD1318.geopotential number by the normal gravity value computed on the
 MD1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1318.degrees latitude (g = 980.6199 gals.).
 MD1318
 MD1318.The modeled gravity was interpolated from observed gravity values.
 MD1318
 MD1318;                    North         East    Units  Estimated Accuracy
 MD1318;SPC IN E     -   670,720.       72,130.      MT  (+/- 180 meters Scaled)
 MD1318
 MD1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL837713(NAD 83)
 MD1318
 MD1318                          SUPERSEDED SURVEY CONTROL
 MD1318
 MD1318  NGVD 29 (??/??/92)  242.965  (m)          797.13   (f) ADJ UNCH    2 0
 MD1318
 MD1318.Superseded values are not recommended for survey control.
 MD1318
 MD1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1318.See file dsdata.pdf to determine how the superseded data were derived.
 MD1318
 MD1318_MARKER: DB = BENCH MARK DISK
 MD1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1318_STAMPING: Z 171 1946
 MD1318_MARK LOGO: CGS
 MD1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1318+STABILITY: SURFACE MOTION
 MD1318
 MD1318  HISTORY     - Date     Condition        Report By
 MD1318  HISTORY     - 1946     MONUMENTED       CGS
 MD1318  HISTORY     - 1989     GOOD             USPSQD
 MD1318  HISTORY     - 19960530 GOOD             USPSQD
 MD1318
 MD1318                          STATION DESCRIPTION
 MD1318
 MD1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1318'2.7 MI NW FROM ATWOOD.
 MD1318'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MD1318'ATWOOD, THENCE ABOUT 1.6 MILES NORTH ALONG A COUNTY ROAD LEADING
 MD1318'TO EAST MILLWOOD SCHOOL, AT A CROSS ROAD, SET IN THE SOUTHWEST
 MD1318'QUARTER OF THE INTERSECTION, 27 FEET WEST OF THE CENTER LINE
 MD1318'OF THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF
 MD1318'THE EAST-WEST ROAD, 40 FEET NORTH OF THE NORTHEAST CORNER OF A
 MD1318'CATTLE BARN, 6 FEET WEST OF A FENCE CORNER, 1.5 FOOT NORTH OF
 MD1318'A BOARD FENCE, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP
 MD1318'OF A CONCRETE POST PROJECTING 5 INCHES.
 MD1318
 MD1318                          STATION RECOVERY (1989)
 MD1318
 MD1318'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 MD1318'RECOVERED IN GOOD CONDITION.
 MD1318
 MD1318                          STATION RECOVERY (1996)
 MD1318
 MD1318'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1630 ***********************************************************************
 LA1630  DESIGNATION -  Z 172
 LA1630  PID         -  LA1630
 LA1630  STATE/COUNTY-  IN/WABASH
 LA1630  COUNTRY     -  US
 LA1630  USGS QUAD   -  WABASH (2019)
 LA1630
 LA1630                         *CURRENT SURVEY CONTROL
 LA1630  ______________________________________________________________________
 LA1630* NAD 83(1986) POSITION- 40 45 10.     (N) 085 48 22.     (W)   SCALED
 LA1630* NAVD 88 ORTHO HEIGHT -   244.288 (meters)      801.47  (feet) ADJUSTED
 LA1630  ______________________________________________________________________
 LA1630  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 LA1630  DYNAMIC HEIGHT  -        244.170 (meters)      801.08  (feet) COMP
 LA1630  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 LA1630
 LA1630  VERT ORDER      -  FIRST     CLASS II
 LA1630
 LA1630.The horizontal coordinates were scaled from a map and have
 LA1630.an estimated accuracy of +/- 6 seconds.
 LA1630
 LA1630.The orthometric height was determined by differential leveling and
 LA1630.adjusted by the NATIONAL GEODETIC SURVEY
 LA1630.in June 1991.
 LA1630
 LA1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1630.GEOID18 height accuracy estimate available here.
 LA1630
 LA1630.Click photographs - Photos may exist for this station.
 LA1630
 LA1630.The dynamic height is computed by dividing the NAVD 88
 LA1630.geopotential number by the normal gravity value computed on the
 LA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1630.degrees latitude (g = 980.6199 gals.).
 LA1630
 LA1630.The modeled gravity was interpolated from observed gravity values.
 LA1630
 LA1630;                    North         East    Units  Estimated Accuracy
 LA1630;SPC IN E     -   611,110.       88,220.      MT  (+/- 180 meters Scaled)
 LA1630
 LA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL007119(NAD 83)
 LA1630
 LA1630                          SUPERSEDED SURVEY CONTROL
 LA1630
 LA1630  NGVD 29 (??/??/92)  244.415  (m)          801.88   (f) ADJ UNCH    1 2
 LA1630
 LA1630.Superseded values are not recommended for survey control.
 LA1630
 LA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1630.See file dsdata.pdf to determine how the superseded data were derived.
 LA1630
 LA1630_MARKER: DB = BENCH MARK DISK
 LA1630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1630_SP_SET: CULVERT HEADWALL
 LA1630_STAMPING: Z 172 1946
 LA1630_MARK LOGO: CGS
 LA1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1630+STABILITY: SURFACE MOTION
 LA1630
 LA1630  HISTORY     - Date     Condition        Report By
 LA1630  HISTORY     - 1946     MONUMENTED       CGS
 LA1630
 LA1630                          STATION DESCRIPTION
 LA1630
 LA1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1630'3.2 MI SE FROM WABASH.
 LA1630'ABOUT 3.2 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LA1630'FROM THE STATION AT WABASH, ABOUT 1.2 MILES NORTH OF THE CROSSING
 LA1630'OF STATE HIGHWAY 124, SET IN THE SOUTHWEST ANGLE OF A BLACK TOP
 LA1630'ROAD CROSSING, 29 FEET NORTH OF POLE 116/30, IN THE TOP OF THE
 LA1630'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT
 LA1630'UNDER THE BLACK TOP ROAD, 13 FEET WEST OF THE WEST RAIL OF THE
 LA1630'TRACK, 12 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LA1630'ABOUT LEVEL WITH THE CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1327 ***********************************************************************
 LA1327  DESIGNATION -  Z 174
 LA1327  PID         -  LA1327
 LA1327  STATE/COUNTY-  IN/GRANT
 LA1327  COUNTRY     -  US
 LA1327  USGS QUAD   -  FAIRMOUNT (2019)
 LA1327
 LA1327                         *CURRENT SURVEY CONTROL
 LA1327  ______________________________________________________________________
 LA1327* NAD 83(1986) POSITION- 40 29 52.     (N) 085 40 15.     (W)   SCALED
 LA1327* NAVD 88 ORTHO HEIGHT -   258.403 (meters)      847.78  (feet) ADJUSTED
 LA1327  ______________________________________________________________________
 LA1327  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 LA1327  DYNAMIC HEIGHT  -        258.271 (meters)      847.34  (feet) COMP
 LA1327  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 LA1327
 LA1327  VERT ORDER      -  FIRST     CLASS II
 LA1327
 LA1327.This mark is at Marion Airport (MZZ)
 LA1327
 LA1327.The horizontal coordinates were scaled from a map and have
 LA1327.an estimated accuracy of +/- 6 seconds.
 LA1327
 LA1327.The orthometric height was determined by differential leveling and
 LA1327.adjusted by the NATIONAL GEODETIC SURVEY
 LA1327.in June 1991.
 LA1327
 LA1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1327.GEOID18 height accuracy estimate available here.
 LA1327
 LA1327.Click photographs - Photos may exist for this station.
 LA1327
 LA1327.The dynamic height is computed by dividing the NAVD 88
 LA1327.geopotential number by the normal gravity value computed on the
 LA1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1327.degrees latitude (g = 980.6199 gals.).
 LA1327
 LA1327.The modeled gravity was interpolated from observed gravity values.
 LA1327
 LA1327;                    North         East    Units  Estimated Accuracy
 LA1327;SPC IN E     -   582,790.       99,650.      MT  (+/- 180 meters Scaled)
 LA1327
 LA1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK126838(NAD 83)
 LA1327
 LA1327                          SUPERSEDED SURVEY CONTROL
 LA1327
 LA1327  NGVD 29 (??/??/92)  258.529  (m)          848.19   (f) ADJ UNCH    1 2
 LA1327
 LA1327.Superseded values are not recommended for survey control.
 LA1327
 LA1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1327.See file dsdata.pdf to determine how the superseded data were derived.
 LA1327
 LA1327_MARKER: DB = BENCH MARK DISK
 LA1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1327_SP_SET: FOUNDATION
 LA1327_STAMPING: Z 174 1946
 LA1327_MARK LOGO: CGS
 LA1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1327
 LA1327  HISTORY     - Date     Condition        Report By
 LA1327  HISTORY     - 1946     MONUMENTED       CGS
 LA1327  HISTORY     - 1968     GOOD             CGS
 LA1327  HISTORY     - 1972     GOOD             NGS
 LA1327  HISTORY     - 1976     GOOD             NGS
 LA1327  HISTORY     - 20120620 MARK NOT FOUND   WOOLPT
 LA1327
 LA1327                          STATION DESCRIPTION
 LA1327
 LA1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA1327'4.4 MI S FROM MARION.
 LA1327'THE MARK IS 1.0 MILE SOUTH ALONG STATE ROUTE 9 FROM ITS INTERSECTION
 LA1327'WITH STATE ROUTE 37 ON THE SOUTHWEST SIDE OF MARION, INDIANA.
 LA1327'SET VERTICALLY IN THE SOUTH FACE OF CONCRETE FOUNDATION OF SOUTH
 LA1327'WALL OF THE NORTHERLY OF TWO T-HANGERS WEST OF THE CIVIL AIR
 LA1327'PATROL BUILDING (OLD AIRPORT TERMINAL BUILDING), 45 FEET EAST OF
 LA1327'THE SOUTHWEST CORNER, 44 FEET WEST OF THE SOUTHEAST CORNER OF
 LA1327'THE HANGER AND 0.7 FEET ABOVE THE GROUND.
 LA1327
 LA1327                          STATION RECOVERY (1972)
 LA1327
 LA1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LA1327'RECOVERED IN GOOD CONDITION.
 LA1327
 LA1327                          STATION RECOVERY (1976)
 LA1327
 LA1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LA1327'RECOVERED IN GOOD CONDITION.
 LA1327
 LA1327                          STATION RECOVERY (2012)
 LA1327
 LA1327'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (CJS)
 LA1327'BUILDING REFERENCE TIES NO LONGER REMAIN.  THE DEMOLITION OF THE
 LA1327'BUILDINGS LIKELY CONTRIBUTED TO LOSING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0275 ***********************************************************************
 LB0275  DESIGNATION -  Z 175
 LB0275  PID         -  LB0275
 LB0275  STATE/COUNTY-  IN/MIAMI
 LB0275  COUNTRY     -  US
 LB0275  USGS QUAD   -  ONWARD (2019)
 LB0275
 LB0275                         *CURRENT SURVEY CONTROL
 LB0275  ______________________________________________________________________
 LB0275* NAD 83(1986) POSITION- 40 39 37.     (N) 086 08 30.     (W)   SCALED
 LB0275* NAVD 88 ORTHO HEIGHT -   243.323 (meters)      798.30  (feet) ADJUSTED
 LB0275  ______________________________________________________________________
 LB0275  GEOID HEIGHT    -        -34.308 (meters)                     GEOID18
 LB0275  DYNAMIC HEIGHT  -        243.203 (meters)      797.91  (feet) COMP
 LB0275  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 LB0275
 LB0275  VERT ORDER      -  SECOND    CLASS 0
 LB0275
 LB0275.The horizontal coordinates were scaled from a map and have
 LB0275.an estimated accuracy of +/- 6 seconds.
 LB0275
 LB0275.The orthometric height was determined by differential leveling and
 LB0275.adjusted by the NATIONAL GEODETIC SURVEY
 LB0275.in June 1991.
 LB0275
 LB0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0275.GEOID18 height accuracy estimate available here.
 LB0275
 LB0275.Click photographs - Photos may exist for this station.
 LB0275
 LB0275.The dynamic height is computed by dividing the NAVD 88
 LB0275.geopotential number by the normal gravity value computed on the
 LB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0275.degrees latitude (g = 980.6199 gals.).
 LB0275
 LB0275.The modeled gravity was interpolated from observed gravity values.
 LB0275
 LB0275;                    North         East    Units  Estimated Accuracy
 LB0275;SPC IN E     -   600,940.       59,830.      MT  (+/- 180 meters Scaled)
 LB0275
 LB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL725013(NAD 83)
 LB0275
 LB0275                          SUPERSEDED SURVEY CONTROL
 LB0275
 LB0275  NGVD 29 (??/??/92)  243.445  (m)          798.70   (f) ADJ UNCH    2 0
 LB0275
 LB0275.Superseded values are not recommended for survey control.
 LB0275
 LB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0275.See file dsdata.pdf to determine how the superseded data were derived.
 LB0275
 LB0275_MARKER: DB = BENCH MARK DISK
 LB0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0275_SP_SET: BUILDING FOUNDATION
 LB0275_STAMPING: Z 175 1946
 LB0275_MARK LOGO: CGS
 LB0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0275
 LB0275  HISTORY     - Date     Condition        Report By
 LB0275  HISTORY     - 1946     MONUMENTED       CGS
 LB0275  HISTORY     - 1989     GOOD             USPSQD
 LB0275
 LB0275                          STATION DESCRIPTION
 LB0275
 LB0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0275'AT BUNKER HILL.
 LB0275'AT THE BUNKER HILL AIR STATION, SET VERTICALLY IN THE SOUTHEAST
 LB0275'FACE OF THE CONCRETE FOUNDATION OF THE OPERATIONS BUILDING, 0.9
 LB0275'FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING, AND ABOUT 1.7
 LB0275'FOOT ABOVE THE GROUND.
 LB0275
 LB0275                          STATION RECOVERY (1989)
 LB0275
 LB0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 LB0275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0453 ***********************************************************************
 ME0453  DESIGNATION -  Z 176
 ME0453  PID         -  ME0453
 ME0453  STATE/COUNTY-  IN/FULTON
 ME0453  COUNTRY     -  US
 ME0453  USGS QUAD   -  ROCHESTER (2019)
 ME0453
 ME0453                         *CURRENT SURVEY CONTROL
 ME0453  ______________________________________________________________________
 ME0453* NAD 83(1986) POSITION- 41 03 49.28   (N) 086 12 08.88   (W)   HD_HELD1
 ME0453* NAVD 88 ORTHO HEIGHT -   237.410 (meters)      778.90  (feet) ADJUSTED
 ME0453  ______________________________________________________________________
 ME0453  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 ME0453  DYNAMIC HEIGHT  -        237.306 (meters)      778.56  (feet) COMP
 ME0453  MODELED GRAVITY -    980,182.5   (mgal)                       NAVD 88
 ME0453
 ME0453  VERT ORDER      -  SECOND    CLASS 0
 ME0453
 ME0453.The horizontal coordinates were determined by differentially corrected
 ME0453.hand held GPS observations or other comparable positioning techniques
 ME0453.and have an estimated accuracy of +/- 3 meters.
 ME0453
 ME0453.The orthometric height was determined by differential leveling and
 ME0453.adjusted by the NATIONAL GEODETIC SURVEY
 ME0453.in June 1991.
 ME0453
 ME0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0453.GEOID18 height accuracy estimate available here.
 ME0453
 ME0453.Click photographs - Photos may exist for this station.
 ME0453
 ME0453.The dynamic height is computed by dividing the NAVD 88
 ME0453.geopotential number by the normal gravity value computed on the
 ME0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0453.degrees latitude (g = 980.6199 gals.).
 ME0453
 ME0453.The modeled gravity was interpolated from observed gravity values.
 ME0453
 ME0453;                    North         East    Units  Estimated Accuracy
 ME0453;SPC IN E     -   645,769.2      54,965.2     MT  (+/- 3 meters HH1 GPS) 
 ME0453
 ME0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6700946133(NAD 83)
 ME0453
 ME0453                          SUPERSEDED SURVEY CONTROL
 ME0453
 ME0453  NGVD 29 (??/??/92)  237.531  (m)          779.30   (f) ADJ UNCH    2 0
 ME0453
 ME0453.Superseded values are not recommended for survey control.
 ME0453
 ME0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0453.See file dsdata.pdf to determine how the superseded data were derived.
 ME0453
 ME0453_MARKER: DB = BENCH MARK DISK
 ME0453_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0453+WITH SETTING: PAVEMENT
 ME0453_SP_SET: GATE BASE
 ME0453_STAMPING: Z 176 1946
 ME0453_MARK LOGO: CGS
 ME0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0453+STABILITY: SURFACE MOTION
 ME0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0453+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 ME0453
 ME0453  HISTORY     - Date     Condition        Report By
 ME0453  HISTORY     - 1946     MONUMENTED       CGS
 ME0453  HISTORY     - 1971     GOOD             BRADY
 ME0453  HISTORY     - 1990     GOOD             USPSQD
 ME0453  HISTORY     - 20150811 GOOD             LFA
 ME0453
 ME0453                          STATION DESCRIPTION
 ME0453
 ME0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0453'0.7 MI E FROM ROCHESTER.
 ME0453'AT ROCHESTER, ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 14 FROM THE
 ME0453'COUNTY COURT HOUSE, AT THE U.S. DEPARTMENT OF INTERIOR FISH
 ME0453'HATCHERY, SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE
 ME0453'BASE OF A 2 1/2 FT X 2 1/2 FT BRICK GATE POST AT THE MAIN
 ME0453'ENTRANCE, ABOUT 53 YARDS NORTHEAST OF THE CENTER LINE OF THE
 ME0453'HIGHWAY, 10 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE
 ME0453'ROAD, 50 FEET SOUTHWEST OF A FLAG POLE, IN THE CENTER OF THE
 ME0453'NORTHEAST FACE AND 0.5 FOOT ABOVE THE GROUND.
 ME0453
 ME0453                          STATION RECOVERY (1971)
 ME0453
 ME0453'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971
 ME0453'RECOVERED IN GOOD CONDITION.
 ME0453
 ME0453                          STATION RECOVERY (1990)
 ME0453
 ME0453'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0453'RECOVERED IN GOOD CONDITION.
 ME0453
 ME0453                          STATION RECOVERY (2015)
 ME0453
 ME0453'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (AWB)
 ME0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1289 ***********************************************************************
 MD1289  DESIGNATION -  Z 177
 MD1289  PID         -  MD1289
 MD1289  STATE/COUNTY-  IN/WABASH
 MD1289  COUNTRY     -  US
 MD1289  USGS QUAD   -  SILVER LAKE (2019)
 MD1289
 MD1289                         *CURRENT SURVEY CONTROL
 MD1289  ______________________________________________________________________
 MD1289* NAD 83(1986) POSITION- 41 01 39.     (N) 085 53 26.     (W)   SCALED
 MD1289* NAVD 88 ORTHO HEIGHT -   260.152 (meters)      853.52  (feet) ADJUSTED
 MD1289  ______________________________________________________________________
 MD1289  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 MD1289  DYNAMIC HEIGHT  -        260.034 (meters)      853.13  (feet) COMP
 MD1289  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 MD1289
 MD1289  VERT ORDER      -  SECOND    CLASS 0
 MD1289
 MD1289.The horizontal coordinates were scaled from a map and have
 MD1289.an estimated accuracy of +/- 6 seconds.
 MD1289
 MD1289.The orthometric height was determined by differential leveling and
 MD1289.adjusted by the NATIONAL GEODETIC SURVEY
 MD1289.in June 1991.
 MD1289
 MD1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1289.GEOID18 height accuracy estimate available here.
 MD1289
 MD1289.Click photographs - Photos may exist for this station.
 MD1289
 MD1289.The dynamic height is computed by dividing the NAVD 88
 MD1289.geopotential number by the normal gravity value computed on the
 MD1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1289.degrees latitude (g = 980.6199 gals.).
 MD1289
 MD1289.The modeled gravity was interpolated from observed gravity values.
 MD1289
 MD1289;                    North         East    Units  Estimated Accuracy
 MD1289;SPC IN E     -   641,640.       81,170.      MT  (+/- 180 meters Scaled)
 MD1289
 MD1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932424(NAD 83)
 MD1289
 MD1289                          SUPERSEDED SURVEY CONTROL
 MD1289
 MD1289  NGVD 29 (??/??/92)  260.277  (m)          853.93   (f) ADJ UNCH    2 0
 MD1289
 MD1289.Superseded values are not recommended for survey control.
 MD1289
 MD1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1289.See file dsdata.pdf to determine how the superseded data were derived.
 MD1289
 MD1289_MARKER: DB = BENCH MARK DISK
 MD1289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1289_SP_SET: CULVERT HEADWALL
 MD1289_STAMPING: Z 177 1946
 MD1289_MARK LOGO: CGS
 MD1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1289+STABILITY: SURFACE MOTION
 MD1289
 MD1289  HISTORY     - Date     Condition        Report By
 MD1289  HISTORY     - 1946     MONUMENTED       CGS
 MD1289
 MD1289                          STATION DESCRIPTION
 MD1289
 MD1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD1289'3.1 MI S FROM SILVER LAKE.
 MD1289'3.1 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 MD1289'SILVER LAKE, 1.1 MILE SOUTH OF THE WABASH-KOSCIUSKO COUNTY LINE,
 MD1289'ABOUT 0.1 MILE SOUTH OF MT. PLEASANT CHURCH-CEMETERY AND AN
 MD1289'EAST-WEST ROAD INTERSECTION, SET IN THE TOP OF THE NORTH END OF
 MD1289'THE EAST CONCRETE HEADWALL OF A 14-INCH CORRUGATED STEEL PIPE
 MD1289'CULVERT NUMBER 20, 24 FEET EAST OF THE CENTER LINE OF THE
 MD1289'HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT
 MD1289'2 1/2 FEET BELOW HIGHWAY LEVEL.  NOTE-- IT IS ASSUMED THAT THE
 MD1289'STAMPING IS ACTUALLY Z 177 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0460 ***********************************************************************
 ME0460  DESIGNATION -  Z 178
 ME0460  PID         -  ME0460
 ME0460  STATE/COUNTY-  IN/FULTON
 ME0460  COUNTRY     -  US
 ME0460  USGS QUAD   -  PERSHING (2019)
 ME0460
 ME0460                         *CURRENT SURVEY CONTROL
 ME0460  ______________________________________________________________________
 ME0460* NAD 83(1986) POSITION- 41 03 16.95   (N) 086 20 17.48   (W)   HD_HELD1
 ME0460* NAVD 88 ORTHO HEIGHT -   228.975 (meters)      751.23  (feet) ADJUSTED
 ME0460  ______________________________________________________________________
 ME0460  GEOID HEIGHT    -        -33.602 (meters)                     GEOID18
 ME0460  DYNAMIC HEIGHT  -        228.879 (meters)      750.91  (feet) COMP
 ME0460  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 ME0460
 ME0460  VERT ORDER      -  SECOND    CLASS 0
 ME0460
 ME0460.The horizontal coordinates were determined by differentially corrected
 ME0460.hand held GPS observations or other comparable positioning techniques
 ME0460.and have an estimated accuracy of +/- 3 meters.
 ME0460
 ME0460.The orthometric height was determined by differential leveling and
 ME0460.adjusted by the NATIONAL GEODETIC SURVEY
 ME0460.in June 1991.
 ME0460
 ME0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0460.GEOID18 height accuracy estimate available here.
 ME0460
 ME0460.Click photographs - Photos may exist for this station.
 ME0460
 ME0460.The dynamic height is computed by dividing the NAVD 88
 ME0460.geopotential number by the normal gravity value computed on the
 ME0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0460.degrees latitude (g = 980.6199 gals.).
 ME0460
 ME0460.The modeled gravity was interpolated from observed gravity values.
 ME0460
 ME0460;                    North         East    Units  Estimated Accuracy
 ME0460;SPC IN E     -   644,850.9      43,549.8     MT  (+/- 3 meters HH1 GPS) 
 ME0460
 ME0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5561345041(NAD 83)
 ME0460
 ME0460                          SUPERSEDED SURVEY CONTROL
 ME0460
 ME0460  NGVD 29 (??/??/92)  229.102  (m)          751.65   (f) ADJ UNCH    2 0
 ME0460
 ME0460.Superseded values are not recommended for survey control.
 ME0460
 ME0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0460.See file dsdata.pdf to determine how the superseded data were derived.
 ME0460
 ME0460_MARKER: DB = BENCH MARK DISK
 ME0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0460_STAMPING: Z 178 1946
 ME0460_MARK LOGO: CGS
 ME0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0460+STABILITY: SURFACE MOTION
 ME0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0460+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 ME0460
 ME0460  HISTORY     - Date     Condition        Report By
 ME0460  HISTORY     - 1946     MONUMENTED       CGS
 ME0460  HISTORY     - 20160531 GOOD             INDOT
 ME0460
 ME0460                          STATION DESCRIPTION
 ME0460
 ME0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0460'7.2 MI SW FROM ROCHESTER.
 ME0460'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT
 ME0460'HOUSE AT ROCHESTER, THENCE ABOUT 6.45 MILES WEST ALONG STATE
 ME0460'HIGHWAY 14, ABOUT 0.7 MILE WEST OF THE BRIDGE OVER MUD CREEK, AT
 ME0460'THE JUNCTION OF A GRAVEL ROAD NORTH, 41 FEET WEST AND ACROSS THE
 ME0460'GRAVEL ROAD FROM POWER POLE NO. B/32, 37 FEET NORTH OF THE CENTER
 ME0460'LINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF THE ROAD
 ME0460'NORTH, 6 FEET NORTH OF A 16 INCH CONCRETE FENCE CORNER POST, 3 FEET
 ME0460'SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY
 ME0460'FENCE OF THE ROAD NORTH, ABOUT LEVEL WITH THE JUNCTION, AND
 ME0460'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0460
 ME0460                          STATION RECOVERY (2016)
 ME0460
 ME0460'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2016 (DLF)
 ME0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0241 ***********************************************************************
 LB0241  DESIGNATION -  Z 179
 LB0241  PID         -  LB0241
 LB0241  STATE/COUNTY-  IN/MIAMI
 LB0241  COUNTRY     -  US
 LB0241  USGS QUAD   -  PERU (2019)
 LB0241
 LB0241                         *CURRENT SURVEY CONTROL
 LB0241  ______________________________________________________________________
 LB0241* NAD 83(1986) POSITION- 40 48 33.     (N) 086 02 20.     (W)   SCALED
 LB0241* NAVD 88 ORTHO HEIGHT -   239.694 (meters)      786.40  (feet) ADJUSTED
 LB0241  ______________________________________________________________________
 LB0241  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 LB0241  DYNAMIC HEIGHT  -        239.580 (meters)      786.02  (feet) COMP
 LB0241  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 LB0241
 LB0241  VERT ORDER      -  SECOND    CLASS 0
 LB0241
 LB0241.The horizontal coordinates were scaled from a map and have
 LB0241.an estimated accuracy of +/- 6 seconds.
 LB0241
 LB0241.The orthometric height was determined by differential leveling and
 LB0241.adjusted by the NATIONAL GEODETIC SURVEY
 LB0241.in June 1991.
 LB0241
 LB0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0241.GEOID18 height accuracy estimate available here.
 LB0241
 LB0241.Click photographs - Photos may exist for this station.
 LB0241
 LB0241.The dynamic height is computed by dividing the NAVD 88
 LB0241.geopotential number by the normal gravity value computed on the
 LB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0241.degrees latitude (g = 980.6199 gals.).
 LB0241
 LB0241.The modeled gravity was interpolated from observed gravity values.
 LB0241
 LB0241;                    North         East    Units  Estimated Accuracy
 LB0241;SPC IN E     -   617,430.       68,590.      MT  (+/- 180 meters Scaled)
 LB0241
 LB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL810180(NAD 83)
 LB0241
 LB0241                          SUPERSEDED SURVEY CONTROL
 LB0241
 LB0241  NGVD 29 (??/??/92)  239.815  (m)          786.79   (f) ADJ UNCH    2 0
 LB0241
 LB0241.Superseded values are not recommended for survey control.
 LB0241
 LB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0241.See file dsdata.pdf to determine how the superseded data were derived.
 LB0241
 LB0241_MARKER: DB = BENCH MARK DISK
 LB0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0241_SP_SET: PIPE CULVERT HEADWALL
 LB0241_STAMPING: Z 179 1946
 LB0241_MARK LOGO: CGS
 LB0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0241+STABILITY: SURFACE MOTION
 LB0241
 LB0241  HISTORY     - Date     Condition        Report By
 LB0241  HISTORY     - 1946     MONUMENTED       CGS
 LB0241  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0241
 LB0241                          STATION DESCRIPTION
 LB0241
 LB0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0241'3.7 MI S FROM CHILI.
 LB0241'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 LB0241'AT CHILI, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF AN EAST-WEST
 LB0241'GRAVEL ROAD, AT THE DRIVE WAY LEADING TO A FARM HOUSE ON THE
 LB0241'WEST SIDE OF THE HIGHWAY, 174 FEET EAST AND ACROSS THE ROAD FROM
 LB0241'THE SOUTHEAST CORNER OF THE HOUSE, SET IN THE TOP OF THE NORTH END
 LB0241'OF THE EAST CONCRETE HEAD WALL OF A 14 INCH CORRUGATED PIPE
 LB0241'CULVERT, 68 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVE
 LB0241'WAY, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LB0241'LEVEL WITH THE HIGHWAY.
 LB0241
 LB0241                          STATION RECOVERY (1989)
 LB0241
 LB0241'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0196 ***********************************************************************
 LB0196  DESIGNATION -  Z 180
 LB0196  PID         -  LB0196
 LB0196  STATE/COUNTY-  IN/FULTON
 LB0196  COUNTRY     -  US
 LB0196  USGS QUAD   -  MACY (2019)
 LB0196
 LB0196                         *CURRENT SURVEY CONTROL
 LB0196  ______________________________________________________________________
 LB0196* NAD 83(1986) POSITION- 40 56 32.     (N) 086 13 20.     (W)   SCALED
 LB0196* NAVD 88 ORTHO HEIGHT -   245.067 (meters)      804.02  (feet) ADJUSTED
 LB0196  ______________________________________________________________________
 LB0196  GEOID HEIGHT    -        -33.835 (meters)                     GEOID18
 LB0196  DYNAMIC HEIGHT  -        244.957 (meters)      803.66  (feet) COMP
 LB0196  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 LB0196
 LB0196  VERT ORDER      -  SECOND    CLASS 0
 LB0196
 LB0196.The horizontal coordinates were scaled from a map and have
 LB0196.an estimated accuracy of +/- 6 seconds.
 LB0196
 LB0196.The orthometric height was determined by differential leveling and
 LB0196.adjusted by the NATIONAL GEODETIC SURVEY
 LB0196.in June 1991.
 LB0196
 LB0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0196.GEOID18 height accuracy estimate available here.
 LB0196
 LB0196.Click photographs - Photos may exist for this station.
 LB0196
 LB0196.The dynamic height is computed by dividing the NAVD 88
 LB0196.geopotential number by the normal gravity value computed on the
 LB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0196.degrees latitude (g = 980.6199 gals.).
 LB0196
 LB0196.The modeled gravity was interpolated from observed gravity values.
 LB0196
 LB0196;                    North         East    Units  Estimated Accuracy
 LB0196;SPC IN E     -   632,290.       53,220.      MT  (+/- 180 meters Scaled)
 LB0196
 LB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL654326(NAD 83)
 LB0196
 LB0196                          SUPERSEDED SURVEY CONTROL
 LB0196
 LB0196  NGVD 29 (??/??/92)  245.186  (m)          804.41   (f) ADJ UNCH    2 0
 LB0196
 LB0196.Superseded values are not recommended for survey control.
 LB0196
 LB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0196.See file dsdata.pdf to determine how the superseded data were derived.
 LB0196
 LB0196_MARKER: DB = BENCH MARK DISK
 LB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0196_STAMPING: Z 180 1946
 LB0196_MARK LOGO: CGS
 LB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0196+STABILITY: SURFACE MOTION
 LB0196
 LB0196  HISTORY     - Date     Condition        Report By
 LB0196  HISTORY     - 1946     MONUMENTED       CGS
 LB0196  HISTORY     - 1989     POOR             USPSQD
 LB0196  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0196
 LB0196                          STATION DESCRIPTION
 LB0196
 LB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0196'2.4 MI E FROM FULTON.
 LB0196'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LB0196'AT FULTON, THENCE ABOUT 2.3 MILES EAST ALONG A GRAVEL ROAD LEADING
 LB0196'TO NYONA LAKE, ABOUT 0.2 MILE WEST OF THE WALTER F. BRAIDS FARM HOUSE,
 LB0196'SET AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 64 FEET
 LB0196'NORTHEAST AND ACROSS THE ROAD FROM A 32 INCH POPLAR TREE, 49 FEET
 LB0196'EAST OF THE CENTER LINE OF THE ROAD NORTH, 21 FEET NORTH OF THE
 LB0196'CENTER LINE OF THE ROAD, 3.5 FEET NORTHEAST OF A VERTICAL RAILROAD
 LB0196'RAIL FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, ABOUT 0.5
 LB0196'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LB0196'PROJECTING 6 INCHES.
 LB0196
 LB0196                          STATION RECOVERY (1989)
 LB0196
 LB0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0196'MARK RECOVERED IN POOR CONDITION.
 LB0196
 LB0196                          STATION RECOVERY (1992)
 LB0196
 LB0196'RECOVERY NOTE BY IN DEPT OF NAT RES 1992 (BW)
 LB0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0182 ***********************************************************************
 LB0182  DESIGNATION -  Z 181
 LB0182  PID         -  LB0182
 LB0182  STATE/COUNTY-  IN/CASS
 LB0182  COUNTRY     -  US
 LB0182  USGS QUAD   -  TWELVE MILE (2019)
 LB0182
 LB0182                         *CURRENT SURVEY CONTROL
 LB0182  ______________________________________________________________________
 LB0182* NAD 83(1986) POSITION- 40 49 09.     (N) 086 12 01.     (W)   SCALED
 LB0182* NAVD 88 ORTHO HEIGHT -   227.861 (meters)      747.57  (feet) ADJUSTED
 LB0182  ______________________________________________________________________
 LB0182  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 LB0182  DYNAMIC HEIGHT  -        227.755 (meters)      747.23  (feet) COMP
 LB0182  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 LB0182
 LB0182  VERT ORDER      -  SECOND    CLASS 0
 LB0182
 LB0182.The horizontal coordinates were scaled from a map and have
 LB0182.an estimated accuracy of +/- 6 seconds.
 LB0182
 LB0182.The orthometric height was determined by differential leveling and
 LB0182.adjusted by the NATIONAL GEODETIC SURVEY
 LB0182.in June 1991.
 LB0182
 LB0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0182.GEOID18 height accuracy estimate available here.
 LB0182
 LB0182.Click photographs - Photos may exist for this station.
 LB0182
 LB0182.The dynamic height is computed by dividing the NAVD 88
 LB0182.geopotential number by the normal gravity value computed on the
 LB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0182.degrees latitude (g = 980.6199 gals.).
 LB0182
 LB0182.The modeled gravity was interpolated from observed gravity values.
 LB0182
 LB0182;                    North         East    Units  Estimated Accuracy
 LB0182;SPC IN E     -   618,610.       54,980.      MT  (+/- 180 meters Scaled)
 LB0182
 LB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL674189(NAD 83)
 LB0182
 LB0182                          SUPERSEDED SURVEY CONTROL
 LB0182
 LB0182  NGVD 29 (??/??/92)  227.980  (m)          747.96   (f) ADJ UNCH    2 0
 LB0182
 LB0182.Superseded values are not recommended for survey control.
 LB0182
 LB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0182.See file dsdata.pdf to determine how the superseded data were derived.
 LB0182
 LB0182_MARKER: DB = BENCH MARK DISK
 LB0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0182_STAMPING: Z 181 1946
 LB0182_MARK LOGO: CGS
 LB0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0182+STABILITY: SURFACE MOTION
 LB0182
 LB0182  HISTORY     - Date     Condition        Report By
 LB0182  HISTORY     - 1946     MONUMENTED       CGS
 LB0182  HISTORY     - 1969     GOOD             BRADY
 LB0182  HISTORY     - 1989     GOOD             USPSQD
 LB0182
 LB0182                          STATION DESCRIPTION
 LB0182
 LB0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0182'0.8 MI N FROM HOOVERS.
 LB0182'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE M.E. CHURCH AT
 LB0182'HOOVERS, ABOUT 200 YARDS NORTH OF THE JUNCTION OF A GRAVEL ROAD
 LB0182'LEADING EAST, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO
 LB0182'STORY FARM HOUSE, 49 FEET NORTH OF THE CENTER OF A CONCRETE WALK
 LB0182'IN THE FRONT YARD, 33 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LB0182'16 FEET WEST OF A 20 INCH CONCRETE FENCE CORNER POST, 4 FEET
 LB0182'NORTHWEST OF THE NORTHEAST YARD CORNER FENCE POST, 2 FEET NORTH
 LB0182'OF THE NORTH YARD FENCE, ABOUT LEVEL WITH THE ROAD, AND SET
 LB0182'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LB0182
 LB0182                          STATION RECOVERY (1969)
 LB0182
 LB0182'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1969
 LB0182'RECOVERED IN GOOD CONDITION.
 LB0182
 LB0182                          STATION RECOVERY (1989)
 LB0182
 LB0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0145 ***********************************************************************
 LB0145  DESIGNATION -  Z 182
 LB0145  PID         -  LB0145
 LB0145  STATE/COUNTY-  IN/CASS
 LB0145  COUNTRY     -  US
 LB0145  USGS QUAD   -  LUCERNE (2019)
 LB0145
 LB0145                         *CURRENT SURVEY CONTROL
 LB0145  ______________________________________________________________________
 LB0145* NAD 83(1986) POSITION- 40 52 00.     (N) 086 23 02.     (W)   SCALED
 LB0145* NAVD 88 ORTHO HEIGHT -   243.475 (meters)      798.80  (feet) ADJUSTED
 LB0145  ______________________________________________________________________
 LB0145  GEOID HEIGHT    -        -33.864 (meters)                     GEOID18
 LB0145  DYNAMIC HEIGHT  -        243.365 (meters)      798.44  (feet) COMP
 LB0145  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 LB0145
 LB0145  VERT ORDER      -  SECOND    CLASS 0
 LB0145
 LB0145.The horizontal coordinates were scaled from a map and have
 LB0145.an estimated accuracy of +/- 6 seconds.
 LB0145
 LB0145.The orthometric height was determined by differential leveling and
 LB0145.adjusted by the NATIONAL GEODETIC SURVEY
 LB0145.in June 1991.
 LB0145
 LB0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0145.GEOID18 height accuracy estimate available here.
 LB0145
 LB0145.Click photographs - Photos may exist for this station.
 LB0145
 LB0145.The dynamic height is computed by dividing the NAVD 88
 LB0145.geopotential number by the normal gravity value computed on the
 LB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0145.degrees latitude (g = 980.6199 gals.).
 LB0145
 LB0145.The modeled gravity was interpolated from observed gravity values.
 LB0145
 LB0145;                    North         East    Units  Estimated Accuracy
 LB0145;SPC IN E     -   624,000.       39,540.      MT  (+/- 180 meters Scaled)
 LB0145
 LB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL519241(NAD 83)
 LB0145
 LB0145                          SUPERSEDED SURVEY CONTROL
 LB0145
 LB0145  NGVD 29 (??/??/92)  243.587  (m)          799.17   (f) ADJ UNCH    2 0
 LB0145
 LB0145.Superseded values are not recommended for survey control.
 LB0145
 LB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0145.See file dsdata.pdf to determine how the superseded data were derived.
 LB0145
 LB0145_MARKER: DB = BENCH MARK DISK
 LB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0145_STAMPING: Z 182 1946
 LB0145_MARK LOGO: CGS
 LB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0145+STABILITY: SURFACE MOTION
 LB0145
 LB0145  HISTORY     - Date     Condition        Report By
 LB0145  HISTORY     - 1946     MONUMENTED       CGS
 LB0145
 LB0145                          STATION DESCRIPTION
 LB0145
 LB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0145'1 MI E FROM LUCERNE.
 LB0145'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 116 FROM THE PENNSYLVANIA
 LB0145'RAILROAD STATION AT LUCERNE, ABOUT 0.5 MILE WEST OF THE
 LB0145'INTERSECTION OF STATE HIGHWAY 17 AT LEASES CORNER, ABOUT 0.1
 LB0145'MILE EAST OF A TIN SILO ON THE NORTH SIDE OF THE HIGHWAY, SET
 LB0145'AT A FARM HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 126 FEET
 LB0145'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 35 FEET
 LB0145'NORTH AND ACROSS THE HIGHWAY FROM A T FENCE CORNER POST
 LB0145'IN THE SOUTH RIGHT-OF-WAY FENCE, 35 FEET WEST OF POWER POLE
 LB0145'NO. 125/951, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0145'2 FEET NORTHEAST OF A CORNER FENCE POST, AND SET IN THE TOP
 LB0145'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1701 ***********************************************************************
 LA1701  DESIGNATION -  Z 183
 LA1701  PID         -  LA1701
 LA1701  STATE/COUNTY-  IN/WABASH
 LA1701  COUNTRY     -  US
 LA1701  USGS QUAD   -  ROANN (2019)
 LA1701
 LA1701                         *CURRENT SURVEY CONTROL
 LA1701  ______________________________________________________________________
 LA1701* NAD 83(1986) POSITION- 40 53 47.     (N) 085 55 28.     (W)   SCALED
 LA1701* NAVD 88 ORTHO HEIGHT -   235.286 (meters)      771.93  (feet) ADJUSTED
 LA1701  ______________________________________________________________________
 LA1701  GEOID HEIGHT    -        -34.112 (meters)                     GEOID18
 LA1701  DYNAMIC HEIGHT  -        235.176 (meters)      771.57  (feet) COMP
 LA1701  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 LA1701
 LA1701  VERT ORDER      -  SECOND    CLASS 0
 LA1701
 LA1701.The horizontal coordinates were scaled from a map and have
 LA1701.an estimated accuracy of +/- 6 seconds.
 LA1701
 LA1701.The orthometric height was determined by differential leveling and
 LA1701.adjusted by the NATIONAL GEODETIC SURVEY
 LA1701.in June 1991.
 LA1701
 LA1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1701.GEOID18 height accuracy estimate available here.
 LA1701
 LA1701.Click photographs - Photos may exist for this station.
 LA1701
 LA1701.The dynamic height is computed by dividing the NAVD 88
 LA1701.geopotential number by the normal gravity value computed on the
 LA1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1701.degrees latitude (g = 980.6199 gals.).
 LA1701
 LA1701.The modeled gravity was interpolated from observed gravity values.
 LA1701
 LA1701;                    North         East    Units  Estimated Accuracy
 LA1701;SPC IN E     -   627,080.       78,280.      MT  (+/- 180 meters Scaled)
 LA1701
 LA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL905278(NAD 83)
 LA1701
 LA1701                          SUPERSEDED SURVEY CONTROL
 LA1701
 LA1701  NGVD 29 (??/??/92)  235.408  (m)          772.33   (f) ADJ UNCH    2 0
 LA1701
 LA1701.Superseded values are not recommended for survey control.
 LA1701
 LA1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1701.See file dsdata.pdf to determine how the superseded data were derived.
 LA1701
 LA1701_MARKER: DB = BENCH MARK DISK
 LA1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1701_STAMPING: Z 183 1946
 LA1701_MARK LOGO: CGS
 LA1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1701+STABILITY: SURFACE MOTION
 LA1701
 LA1701  HISTORY     - Date     Condition        Report By
 LA1701  HISTORY     - 1946     MONUMENTED       CGS
 LA1701
 LA1701                          STATION DESCRIPTION
 LA1701
 LA1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1701'1.2 MI S FROM ROANN.
 LA1701'ABOUT 1.2 MILES SOUTH ALONG THE RICHVALLEY ROAD FROM THE JUNCTION
 LA1701'OF STATE HIGHWAY 16 AT ROANN, AT THE JUNCTION OF A GRAVEL ROAD
 LA1701'LEADING WEST AND A DRIVE WAY LEADING EAST TO A FARM HOUSE, 69
 LA1701'FEET EAST OF THE STOP SIGN, 42 FEET WEST OF THE CENTER LINE OF THE
 LA1701'ROAD, 20 FEET WEST OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, 16
 LA1701'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD WEST, 5 FEET
 LA1701'WEST OF TELEPHONE POLE NO. 1, 1 FOOT NORTH OF THE FENCE LINE,
 LA1701'ABOUT 0.5 FOOT BELOW THE JUNCTION, AND SET IN A CONCRETE POST
 LA1701'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0265 ***********************************************************************
 ME0265  DESIGNATION -  Z 184
 ME0265  PID         -  ME0265
 ME0265  STATE/COUNTY-  IN/MARSHALL
 ME0265  COUNTRY     -  US
 ME0265  USGS QUAD   -  PLYMOUTH (2019)
 ME0265
 ME0265                         *CURRENT SURVEY CONTROL
 ME0265  ______________________________________________________________________
 ME0265* NAD 83(1986) POSITION- 41 20 14.     (N) 086 18 06.     (W)   SCALED
 ME0265* NAVD 88 ORTHO HEIGHT -   242.632 (meters)      796.04  (feet) ADJUSTED
 ME0265  ______________________________________________________________________
 ME0265  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 ME0265  DYNAMIC HEIGHT  -        242.530 (meters)      795.70  (feet) COMP
 ME0265  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 ME0265
 ME0265  VERT ORDER      -  FIRST     CLASS I
 ME0265
 ME0265.The horizontal coordinates were scaled from a map and have
 ME0265.an estimated accuracy of +/- 6 seconds.
 ME0265
 ME0265.The orthometric height was determined by differential leveling and
 ME0265.adjusted by the NATIONAL GEODETIC SURVEY
 ME0265.in June 1991.
 ME0265
 ME0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0265.GEOID18 height accuracy estimate available here.
 ME0265
 ME0265.Click photographs - Photos may exist for this station.
 ME0265
 ME0265.The dynamic height is computed by dividing the NAVD 88
 ME0265.geopotential number by the normal gravity value computed on the
 ME0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0265.degrees latitude (g = 980.6199 gals.).
 ME0265
 ME0265.The modeled gravity was interpolated from observed gravity values.
 ME0265
 ME0265;                    North         East    Units  Estimated Accuracy
 ME0265;SPC IN E     -   676,200.       46,850.      MT  (+/- 180 meters Scaled)
 ME0265
 ME0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL584764(NAD 83)
 ME0265
 ME0265                          SUPERSEDED SURVEY CONTROL
 ME0265
 ME0265  NGVD 29 (??/??/92)  242.755  (m)          796.44   (f) ADJ UNCH    1 1
 ME0265
 ME0265.Superseded values are not recommended for survey control.
 ME0265
 ME0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0265.See file dsdata.pdf to determine how the superseded data were derived.
 ME0265
 ME0265_MARKER: DB = BENCH MARK DISK
 ME0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0265_SP_SET: BUILDING
 ME0265_STAMPING: Z 184 1946
 ME0265_MARK LOGO: CGS
 ME0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0265
 ME0265  HISTORY     - Date     Condition        Report By
 ME0265  HISTORY     - 1946     MONUMENTED       CGS
 ME0265  HISTORY     - 1968     GOOD             CGS
 ME0265  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0265  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0265
 ME0265                          STATION DESCRIPTION
 ME0265
 ME0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0265'AT PLYMOUTH.
 ME0265'AT PLYMOUTH, ABOUT 0.6 MILE SOUTHEAST ALONG THE PENN CENTRAL
 ME0265'RAILROAD FROM THE STATION, NEAR THE NORTHEAST CORNER OF THE
 ME0265'CROSSING OF SOUTH LIBERTY STREET AND THE RAILROAD, SET VERTICALLY
 ME0265'IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF A LARGE ONE-STORY
 ME0265'BRICK BUILDING WHICH IS PAINTED WHITE, 61 FEET NORTH OF THE
 ME0265'NORTH RAIL OF THE WESTBOUND TRACK, 24.5 FEET EAST OF THE EAST
 ME0265'CURB LINE OF THE STREET, 2.2 FEET ABOVE THE LEVEL OF THE GROUND
 ME0265'AND 5 FEET BELOW THE LEVEL OF THE TRACK.  SEC 13, T 33 N, R 2 E.
 ME0265'NOTE-- THE WEST 1/3 PORTION OF THE DISK IS NOW UNDER A CONCRETE
 ME0265'BLOCK POST WHICH HAS BEEN BUILT AROUND THE CORNER OF THE
 ME0265'BUILDING.
 ME0265
 ME0265                          STATION RECOVERY (1990)
 ME0265
 ME0265'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPM)
 ME0265'MARK NOT FOUND.
 ME0265
 ME0265                          STATION RECOVERY (1992)
 ME0265
 ME0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0265'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1449 ***********************************************************************
 LA1449  DESIGNATION -  Z 185
 LA1449  PID         -  LA1449
 LA1449  STATE/COUNTY-  IN/MADISON
 LA1449  COUNTRY     -  US
 LA1449  USGS QUAD   -  ALEXANDRIA (2019)
 LA1449
 LA1449                         *CURRENT SURVEY CONTROL
 LA1449  ______________________________________________________________________
 LA1449* NAD 83(1986) POSITION- 40 16 39.     (N) 085 44 48.     (W)   SCALED
 LA1449* NAVD 88 ORTHO HEIGHT -   266.079 (meters)      872.96  (feet) ADJUSTED
 LA1449  ______________________________________________________________________
 LA1449  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 LA1449  DYNAMIC HEIGHT  -        265.938 (meters)      872.50  (feet) COMP
 LA1449  MODELED GRAVITY -    980,092.3   (mgal)                       NAVD 88
 LA1449
 LA1449  VERT ORDER      -  SECOND    CLASS 0
 LA1449
 LA1449.The horizontal coordinates were scaled from a map and have
 LA1449.an estimated accuracy of +/- 6 seconds.
 LA1449
 LA1449.The orthometric height was determined by differential leveling and
 LA1449.adjusted by the NATIONAL GEODETIC SURVEY
 LA1449.in June 1991.
 LA1449
 LA1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1449.GEOID18 height accuracy estimate available here.
 LA1449
 LA1449.Click photographs - Photos may exist for this station.
 LA1449
 LA1449.The dynamic height is computed by dividing the NAVD 88
 LA1449.geopotential number by the normal gravity value computed on the
 LA1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1449.degrees latitude (g = 980.6199 gals.).
 LA1449
 LA1449.The modeled gravity was interpolated from observed gravity values.
 LA1449
 LA1449;                    North         East    Units  Estimated Accuracy
 LA1449;SPC IN E     -   558,330.       93,200.      MT  (+/- 180 meters Scaled)
 LA1449
 LA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK065593(NAD 83)
 LA1449
 LA1449                          SUPERSEDED SURVEY CONTROL
 LA1449
 LA1449  NGVD 29 (??/??/92)  266.216  (m)          873.41   (f) ADJ UNCH    2 0
 LA1449
 LA1449.Superseded values are not recommended for survey control.
 LA1449
 LA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1449.See file dsdata.pdf to determine how the superseded data were derived.
 LA1449
 LA1449_MARKER: DB = BENCH MARK DISK
 LA1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1449_STAMPING: Z 185 1946
 LA1449_MARK LOGO: CGS
 LA1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1449+STABILITY: SURFACE MOTION
 LA1449
 LA1449  HISTORY     - Date     Condition        Report By
 LA1449  HISTORY     - 1946     MONUMENTED       CGS
 LA1449
 LA1449                          STATION DESCRIPTION
 LA1449
 LA1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1449'5 MI E FROM ELWOOD.
 LA1449'ABOUT 4.95 MILES EAST ALONG STATE HIGHWAY 28 FROM THE
 LA1449'INTERSECTION OF STATE HIGHWAY 13 AT ELWOOD, ABOUT 0.5 MILE EAST
 LA1449'OF JOE STURBOIS GENERAL STORE, AT A NORTH-SOUTH GRAVEL ROAD, 134
 LA1449'FEET NORTHEAST AND ACROSS THE INTERSECTION FROM THE NORTHEAST
 LA1449'CORNER OF A WHITE FARM HOUSE, 28 FEET NORTH OF THE CENTER LINE
 LA1449'OF THE HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 LA1449'ROAD, 19 FEET EAST OF THE EAST END OF A 14 INCH CLAY PIPE
 LA1449'CULVERT UNDER THE SIDE ROAD, 3.5 FEET EAST OF TELEPHONE POLE
 LA1449'NO. 163, ABOUT 1 FOOT BELOW THE INTERSECTION, AND SET IN THE TOP
 LA1449'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT
 LA1449'4.1 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION WITH
 LA1449'STATE HIGHWAY 9 AT THE NORTHEAST PART OF ALEXANDRIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1088 ***********************************************************************
 MD1088  DESIGNATION -  Z 186
 MD1088  PID         -  MD1088
 MD1088  STATE/COUNTY-  IN/WHITLEY
 MD1088  COUNTRY     -  US
 MD1088  USGS QUAD   -  SOUTH WHITLEY WEST (2019)
 MD1088
 MD1088                         *CURRENT SURVEY CONTROL
 MD1088  ______________________________________________________________________
 MD1088* NAD 83(1986) POSITION- 41 02 46.     (N) 085 37 31.     (W)   SCALED
 MD1088* NAVD 88 ORTHO HEIGHT -   262.929 (meters)      862.63  (feet) ADJUSTED
 MD1088  ______________________________________________________________________
 MD1088  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 MD1088  DYNAMIC HEIGHT  -        262.812 (meters)      862.24  (feet) COMP
 MD1088  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 MD1088
 MD1088  VERT ORDER      -  SECOND    CLASS 0
 MD1088
 MD1088.The horizontal coordinates were scaled from a map and have
 MD1088.an estimated accuracy of +/- 6 seconds.
 MD1088
 MD1088.The orthometric height was determined by differential leveling and
 MD1088.adjusted by the NATIONAL GEODETIC SURVEY
 MD1088.in June 1991.
 MD1088
 MD1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1088.GEOID18 height accuracy estimate available here.
 MD1088
 MD1088.Click photographs - Photos may exist for this station.
 MD1088
 MD1088.The dynamic height is computed by dividing the NAVD 88
 MD1088.geopotential number by the normal gravity value computed on the
 MD1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1088.degrees latitude (g = 980.6199 gals.).
 MD1088
 MD1088.The modeled gravity was interpolated from observed gravity values.
 MD1088
 MD1088;                    North         East    Units  Estimated Accuracy
 MD1088;SPC IN E     -   643,680.      103,480.      MT  (+/- 180 meters Scaled)
 MD1088
 MD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL155447(NAD 83)
 MD1088
 MD1088                          SUPERSEDED SURVEY CONTROL
 MD1088
 MD1088  NGVD 29 (??/??/92)  263.059  (m)          863.05   (f) ADJ UNCH    2 0
 MD1088
 MD1088.Superseded values are not recommended for survey control.
 MD1088
 MD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1088.See file dsdata.pdf to determine how the superseded data were derived.
 MD1088
 MD1088_MARKER: DB = BENCH MARK DISK
 MD1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1088_STAMPING: Z 186 1946
 MD1088_MARK LOGO: CGS
 MD1088_PROJECTION: RECESSED 9 CENTIMETERS
 MD1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1088+STABILITY: SURFACE MOTION
 MD1088
 MD1088  HISTORY     - Date     Condition        Report By
 MD1088  HISTORY     - 1946     MONUMENTED       CGS
 MD1088  HISTORY     - 1961     GOOD             CGS
 MD1088
 MD1088                          STATION DESCRIPTION
 MD1088
 MD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1088'2.9 MI S FROM SOUTH WHITLEY.
 MD1088'ABOUT 0.9 MILE SE ALONG NO. 5 INDIANA HIGHWAY FROM THE POST
 MD1088'OFFICE IN SOUTH WHITLEY, THENCE 0.2 MILE WSW AND 2.0 MILES S ALONG
 MD1088'NO. 105 INDIANA HWY. TO CROSSROADS AT ABANDONED SCHOOL BUILDING
 MD1088'NOW USED AS CONTRACTOR STORAGE, 66 FEET N OF CENTER LINE OF 16-FOOT
 MD1088'ASPHALT PAVEMENT OF NO. 800 S COUNTY ROAD (IT IS GRAVEL E OF
 MD1088'HIGHWAY), 49 FEET W OF CENTER LINE OF 20-FOOT ASPHALT HIGHWAY
 MD1088'PAVEMENT, 3.7 FEET HIGHER THAN THE INTERSECTION, 9.5 FEET S OF
 MD1088'SE CORNER OF THE OLD BRICK BUILDING, IN THE PROJECTED PLANE OF
 MD1088'THE MOST EASTERLY WALL OF SAME, 4.5 FEET LOWER THAN THE MAIN
 MD1088'FLOOR OF THE BUILDING, AND 0.3 FOOT UNDER THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0988 ***********************************************************************
 MD0988  DESIGNATION -  Z 187
 MD0988  PID         -  MD0988
 MD0988  STATE/COUNTY-  IN/WHITLEY
 MD0988  COUNTRY     -  US
 MD0988  USGS QUAD   -  PIERCETON (2019)
 MD0988
 MD0988                         *CURRENT SURVEY CONTROL
 MD0988  ______________________________________________________________________
 MD0988* NAD 83(1986) POSITION- 41 10 45.     (N) 085 37 34.     (W)   SCALED
 MD0988* NAVD 88 ORTHO HEIGHT -   289.114 (meters)      948.53  (feet) ADJUSTED
 MD0988  ______________________________________________________________________
 MD0988  GEOID HEIGHT    -        -33.273 (meters)                     GEOID18
 MD0988  DYNAMIC HEIGHT  -        288.995 (meters)      948.14  (feet) COMP
 MD0988  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 MD0988
 MD0988  VERT ORDER      -  FIRST     CLASS I
 MD0988
 MD0988.The horizontal coordinates were scaled from a map and have
 MD0988.an estimated accuracy of +/- 6 seconds.
 MD0988
 MD0988.The orthometric height was determined by differential leveling and
 MD0988.adjusted by the NATIONAL GEODETIC SURVEY
 MD0988.in June 1991.
 MD0988
 MD0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0988.GEOID18 height accuracy estimate available here.
 MD0988
 MD0988.Click photographs - Photos may exist for this station.
 MD0988
 MD0988.The dynamic height is computed by dividing the NAVD 88
 MD0988.geopotential number by the normal gravity value computed on the
 MD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0988.degrees latitude (g = 980.6199 gals.).
 MD0988
 MD0988.The modeled gravity was interpolated from observed gravity values.
 MD0988
 MD0988;                    North         East    Units  Estimated Accuracy
 MD0988;SPC IN E     -   658,460.      103,400.      MT  (+/- 180 meters Scaled)
 MD0988
 MD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL152595(NAD 83)
 MD0988
 MD0988                          SUPERSEDED SURVEY CONTROL
 MD0988
 MD0988  NGVD 29 (??/??/92)  289.257  (m)          949.00   (f) ADJ UNCH    1 1
 MD0988
 MD0988.Superseded values are not recommended for survey control.
 MD0988
 MD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0988.See file dsdata.pdf to determine how the superseded data were derived.
 MD0988
 MD0988_MARKER: DB = BENCH MARK DISK
 MD0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0988_STAMPING: Z 187 1946
 MD0988_MARK LOGO: CGS
 MD0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0988+STABILITY: SURFACE MOTION
 MD0988
 MD0988  HISTORY     - Date     Condition        Report By
 MD0988  HISTORY     - 1946     MONUMENTED       CGS
 MD0988  HISTORY     - 1968     GOOD             CGS
 MD0988  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD0988
 MD0988                          STATION DESCRIPTION
 MD0988
 MD0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0988'AT LARWILL.
 MD0988'AT LARWILL, ABOUT 5 RAILS NORTHWEST ALONG THE PENN CENTRAL
 MD0988'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 5, 128 FEET SOUTHEAST
 MD0988'OF THE CENTER OF A STREET CROSSING AND THE EASTBOUND TRACK,
 MD0988'3 1/2 FEET EAST OF A TELEGRAPH POLE, 1.1 FEET SOUTHEAST OF
 MD0988'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 MD0988'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 MD0988'LEVEL OF THE GROUND.
 MD0988
 MD0988                          STATION RECOVERY (1992)
 MD0988
 MD0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0988'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0874 ***********************************************************************
 LA0874  DESIGNATION -  Z 188
 LA0874  PID         -  LA0874
 LA0874  STATE/COUNTY-  IN/WELLS
 LA0874  COUNTRY     -  US
 LA0874  USGS QUAD   -  MARKLE (2019)
 LA0874
 LA0874                         *CURRENT SURVEY CONTROL
 LA0874  ______________________________________________________________________
 LA0874* NAD 83(1986) POSITION- 40 50 41.     (N) 085 16 48.     (W)   SCALED
 LA0874* NAVD 88 ORTHO HEIGHT -   245.845 (meters)      806.58  (feet) ADJUSTED
 LA0874  ______________________________________________________________________
 LA0874  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 LA0874  DYNAMIC HEIGHT  -        245.730 (meters)      806.20  (feet) COMP
 LA0874  MODELED GRAVITY -    980,150.8   (mgal)                       NAVD 88
 LA0874
 LA0874  VERT ORDER      -  SECOND    CLASS 0
 LA0874
 LA0874.The horizontal coordinates were scaled from a map and have
 LA0874.an estimated accuracy of +/- 6 seconds.
 LA0874
 LA0874.The orthometric height was determined by differential leveling and
 LA0874.adjusted by the NATIONAL GEODETIC SURVEY
 LA0874.in June 1991.
 LA0874
 LA0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0874.GEOID18 height accuracy estimate available here.
 LA0874
 LA0874.Click photographs - Photos may exist for this station.
 LA0874
 LA0874.The dynamic height is computed by dividing the NAVD 88
 LA0874.geopotential number by the normal gravity value computed on the
 LA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0874.degrees latitude (g = 980.6199 gals.).
 LA0874
 LA0874.The modeled gravity was interpolated from observed gravity values.
 LA0874
 LA0874;                    North         East    Units  Estimated Accuracy
 LA0874;SPC IN E     -   621,390.      132,610.      MT  (+/- 180 meters Scaled)
 LA0874
 LA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL449229(NAD 83)
 LA0874
 LA0874                          SUPERSEDED SURVEY CONTROL
 LA0874
 LA0874  NGVD 29 (??/??/92)  245.984  (m)          807.03   (f) ADJ UNCH    2 0
 LA0874
 LA0874.Superseded values are not recommended for survey control.
 LA0874
 LA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0874.See file dsdata.pdf to determine how the superseded data were derived.
 LA0874
 LA0874_MARKER: DB = BENCH MARK DISK
 LA0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0874_STAMPING: Z 188 1946
 LA0874_MARK LOGO: CGS
 LA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0874+STABILITY: SURFACE MOTION
 LA0874
 LA0874  HISTORY     - Date     Condition        Report By
 LA0874  HISTORY     - 1946     MONUMENTED       CGS
 LA0874  HISTORY     - 1969     MARK NOT FOUND   CGS
 LA0874
 LA0874                          STATION DESCRIPTION
 LA0874
 LA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA0874'5 MI S FROM ZANESVILLE.
 LA0874'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 303 FROM THE POST
 LA0874'OFFICE AT ZANESVILLE, IN THE SOUTHWEST QUARTER OF AN EAST-WEST
 LA0874'GRAVEL ROAD INTERSECTION, 98 FEET SOUTH OF THE CENTER LINE OF THE
 LA0874'GRAVEL ROAD, 79 FEET SOUTH OF POWER POLE NUMBER D4 36, 40
 LA0874'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST
 LA0874'OF A HIGHWAY IDENTIFICATION SIGN, ABOUT LEVEL WITH THE CENTER
 LA0874'LINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA0874'PROJECTING ABOUT 6 INCHES.
 LA0874
 LA0874                          STATION RECOVERY (1969)
 LA0874
 LA0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LA0874'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0966 ***********************************************************************
 MD0966  DESIGNATION -  Z 189
 MD0966  PID         -  MD0966
 MD0966  STATE/COUNTY-  IN/WHITLEY
 MD0966  COUNTRY     -  US
 MD0966  USGS QUAD   -  ARCOLA (2019)
 MD0966
 MD0966                         *CURRENT SURVEY CONTROL
 MD0966  ______________________________________________________________________
 MD0966* NAD 83(1986) POSITION- 41 00 31.     (N) 085 20 19.     (W)   SCALED
 MD0966* NAVD 88 ORTHO HEIGHT -   231.982 (meters)      761.09  (feet) ADJUSTED
 MD0966  ______________________________________________________________________
 MD0966  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 MD0966  DYNAMIC HEIGHT  -        231.883 (meters)      760.77  (feet) COMP
 MD0966  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 MD0966
 MD0966  VERT ORDER      -  SECOND    CLASS 0
 MD0966
 MD0966.The horizontal coordinates were scaled from a map and have
 MD0966.an estimated accuracy of +/- 6 seconds.
 MD0966
 MD0966.The orthometric height was determined by differential leveling and
 MD0966.adjusted by the NATIONAL GEODETIC SURVEY
 MD0966.in June 1991.
 MD0966
 MD0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0966.GEOID18 height accuracy estimate available here.
 MD0966
 MD0966.Click photographs - Photos may exist for this station.
 MD0966
 MD0966.The dynamic height is computed by dividing the NAVD 88
 MD0966.geopotential number by the normal gravity value computed on the
 MD0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0966.degrees latitude (g = 980.6199 gals.).
 MD0966
 MD0966.The modeled gravity was interpolated from observed gravity values.
 MD0966
 MD0966;                    North         East    Units  Estimated Accuracy
 MD0966;SPC IN E     -   639,570.      127,600.      MT  (+/- 180 meters Scaled)
 MD0966
 MD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397410(NAD 83)
 MD0966
 MD0966                          SUPERSEDED SURVEY CONTROL
 MD0966
 MD0966  NGVD 29 (??/??/92)  232.130  (m)          761.58   (f) ADJ UNCH    2 0
 MD0966
 MD0966.Superseded values are not recommended for survey control.
 MD0966
 MD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0966.See file dsdata.pdf to determine how the superseded data were derived.
 MD0966
 MD0966_MARKER: DB = BENCH MARK DISK
 MD0966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0966_SP_SET: BOX CULVERT HEADWALL
 MD0966_STAMPING: Z 189 1946
 MD0966_MARK LOGO: CGS
 MD0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0966+STABILITY: SURFACE MOTION
 MD0966
 MD0966  HISTORY     - Date     Condition        Report By
 MD0966  HISTORY     - 1946     MONUMENTED       CGS
 MD0966  HISTORY     - 1961     GOOD             CGS
 MD0966  HISTORY     - 1966     GOOD             CGS
 MD0966
 MD0966                          STATION DESCRIPTION
 MD0966
 MD0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0966'2 MI NW FROM ABOITE.
 MD0966'ABOUT 3/4 MILE N ALONG ABOITE ROAD FROM THE CROSSING OF WABASH
 MD0966'RAILROAD AT ABOITE, THENCE ABOUT 1/4 MILE WESTERLY ALONG UPPER
 MD0966'HUNTINGTON ROAD, THENCE 1.0 MILES WSW ON NO. 24 U.S. HIGHWAY
 MD0966'TO THE MARK ON THE LEFT, ABOUT 0.2 MILE WSW OF HWY. INTERSECTION
 MD0966'WITH ALLEN-WHITLEY COUNTY LINE ROAD, ABOUT 0.5 MILE ENE OF
 MD0966'Y-JUNCTION OF NO. 24 AND NO. 114 INDIANA HWY. (WHITLEY-HUNTINGTON
 MD0966'COUNTY LINE ROAD), 32-1/2 FEET N OF NO. 54-347 POWER POLE,
 MD0966'26 FEET SSE OF CENTER LINE OF THE SOUTHEASTERLY PAIR OF LANES
 MD0966'OF THE DUAL HWY., 1.5 FEET LOWER THAN SAME, 1.8 FEET WSW
 MD0966'OF ENE END OF THE CURB RETAINING WALL OF 6-FOOT CONCRETE BOX
 MD0966'CULVERT.
 MD0966
 MD0966                          STATION RECOVERY (1966)
 MD0966
 MD0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MD0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0296 ***********************************************************************
 LB0296  DESIGNATION -  Z 190
 LB0296  PID         -  LB0296
 LB0296  STATE/COUNTY-  IN/MIAMI
 LB0296  COUNTRY     -  US
 LB0296  USGS QUAD   -  MIAMI (2019)
 LB0296
 LB0296                         *CURRENT SURVEY CONTROL
 LB0296  ______________________________________________________________________
 LB0296* NAD 83(1986) POSITION- 40 35 05.4    (N) 086 06 45.8    (W)   HD_HELD2
 LB0296* NAVD 88 ORTHO HEIGHT -   251.178 (meters)      824.07  (feet) ADJUSTED
 LB0296  ______________________________________________________________________
 LB0296  GEOID HEIGHT    -        -34.368 (meters)                     GEOID18
 LB0296  DYNAMIC HEIGHT  -        251.052 (meters)      823.66  (feet) COMP
 LB0296  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 LB0296
 LB0296  VERT ORDER      -  SECOND    CLASS 0
 LB0296
 LB0296.The horizontal coordinates were established by autonomous hand held GPS
 LB0296.observations and have an estimated accuracy of +/- 10 meters.
 LB0296
 LB0296.The orthometric height was determined by differential leveling and
 LB0296.adjusted by the NATIONAL GEODETIC SURVEY
 LB0296.in June 1991.
 LB0296
 LB0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0296.GEOID18 height accuracy estimate available here.
 LB0296
 LB0296.Click photographs - Photos may exist for this station.
 LB0296
 LB0296.The dynamic height is computed by dividing the NAVD 88
 LB0296.geopotential number by the normal gravity value computed on the
 LB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0296.degrees latitude (g = 980.6199 gals.).
 LB0296
 LB0296.The modeled gravity was interpolated from observed gravity values.
 LB0296
 LB0296;                    North         East    Units  Estimated Accuracy
 LB0296;SPC IN E     -   592,551.       62,238.      MT  (+/- 10 meters HH2 GPS)
 LB0296
 LB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7508893049(NAD 83)
 LB0296
 LB0296                          SUPERSEDED SURVEY CONTROL
 LB0296
 LB0296  NGVD 29 (??/??/92)  251.300  (m)          824.47   (f) ADJ UNCH    2 0
 LB0296
 LB0296.Superseded values are not recommended for survey control.
 LB0296
 LB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0296.See file dsdata.pdf to determine how the superseded data were derived.
 LB0296
 LB0296_MARKER: DB = BENCH MARK DISK
 LB0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0296_STAMPING: Z 190 1946
 LB0296_MARK LOGO: CGS
 LB0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0296
 LB0296  HISTORY     - Date     Condition        Report By
 LB0296  HISTORY     - 1946     MONUMENTED       CGS
 LB0296
 LB0296                          STATION DESCRIPTION
 LB0296
 LB0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0296'AT BENNETTS SWITCH.
 LB0296'AT BENNETTS SWITCH, SET VERTICALLY IN THE NORTH FACE OF THE
 LB0296'BRICK WALL OF THE M.E. CHURCH, 4.7 FEET EAST OF THE CENTER LINE
 LB0296'OF THE MAIN ENTRANCE, AND ABOUT 2.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1889 ***********************************************************************
 LA1889  DESIGNATION -  Z 191
 LA1889  PID         -  LA1889
 LA1889  STATE/COUNTY-  IN/HOWARD
 LA1889  COUNTRY     -  US
 LA1889  USGS QUAD   -  AMBOY (2019)
 LA1889
 LA1889                         *CURRENT SURVEY CONTROL
 LA1889  ______________________________________________________________________
 LA1889* NAD 83(1986) POSITION- 40 33 01.     (N) 085 58 33.     (W)   SCALED
 LA1889* NAVD 88 ORTHO HEIGHT -   254.274 (meters)      834.23  (feet) ADJUSTED
 LA1889  ______________________________________________________________________
 LA1889  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 LA1889  DYNAMIC HEIGHT  -        254.145 (meters)      833.81  (feet) COMP
 LA1889  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 LA1889
 LA1889  VERT ORDER      -  SECOND    CLASS 0
 LA1889
 LA1889.The horizontal coordinates were scaled from a map and have
 LA1889.an estimated accuracy of +/- 6 seconds.
 LA1889
 LA1889.The orthometric height was determined by differential leveling and
 LA1889.adjusted by the NATIONAL GEODETIC SURVEY
 LA1889.in June 1991.
 LA1889
 LA1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1889.GEOID18 height accuracy estimate available here.
 LA1889
 LA1889.Click photographs - Photos may exist for this station.
 LA1889
 LA1889.The dynamic height is computed by dividing the NAVD 88
 LA1889.geopotential number by the normal gravity value computed on the
 LA1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1889.degrees latitude (g = 980.6199 gals.).
 LA1889
 LA1889.The modeled gravity was interpolated from observed gravity values.
 LA1889
 LA1889;                    North         East    Units  Estimated Accuracy
 LA1889;SPC IN E     -   588,660.       73,810.      MT  (+/- 180 meters Scaled)
 LA1889
 LA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK867893(NAD 83)
 LA1889
 LA1889                          SUPERSEDED SURVEY CONTROL
 LA1889
 LA1889  NGVD 29 (??/??/92)  254.398  (m)          834.64   (f) ADJ UNCH    2 0
 LA1889
 LA1889.Superseded values are not recommended for survey control.
 LA1889
 LA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1889.See file dsdata.pdf to determine how the superseded data were derived.
 LA1889
 LA1889_MARKER: DB = BENCH MARK DISK
 LA1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1889_STAMPING: Z 191 1946
 LA1889_MARK LOGO: CGS
 LA1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1889+STABILITY: SURFACE MOTION
 LA1889
 LA1889  HISTORY     - Date     Condition        Report By
 LA1889  HISTORY     - 1946     MONUMENTED       CGS
 LA1889
 LA1889                          STATION DESCRIPTION
 LA1889
 LA1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1889'1 MI N FROM PLEVANA.
 LA1889'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE DUNKARD BRETHREN
 LA1889'CHURCH AT PLEVANA, AT A GRAVEL CROSS ROAD, ABOUT 125 YARDS
 LA1889'SOUTH OF A TWO STORY BRICK HOUSE ON THE EAST SIDE OF THE ROAD,
 LA1889'50 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 24 FEET
 LA1889'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 42 FEET NORTH
 LA1889'OF POWER POLE NO. 27/202, 23 FEET SOUTH OF A GATE POST, 0.8
 LA1889'FOOT WEST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 LA1889'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1892 ***********************************************************************
 LA1892  DESIGNATION -  Z 192
 LA1892  PID         -  LA1892
 LA1892  STATE/COUNTY-  IN/GRANT
 LA1892  COUNTRY     -  US
 LA1892  USGS QUAD   -  MARION (2019)
 LA1892
 LA1892                         *CURRENT SURVEY CONTROL
 LA1892  ______________________________________________________________________
 LA1892* NAD 83(1986) POSITION- 40 34 54.     (N) 085 38 06.     (W)   SCALED
 LA1892* NAVD 88 ORTHO HEIGHT -   253.366 (meters)      831.25  (feet) ADJUSTED
 LA1892  ______________________________________________________________________
 LA1892  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 LA1892  DYNAMIC HEIGHT  -        253.238 (meters)      830.83  (feet) COMP
 LA1892  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 LA1892
 LA1892  VERT ORDER      -  SECOND    CLASS 0
 LA1892
 LA1892.The horizontal coordinates were scaled from a map and have
 LA1892.an estimated accuracy of +/- 6 seconds.
 LA1892
 LA1892.The orthometric height was determined by differential leveling and
 LA1892.adjusted by the NATIONAL GEODETIC SURVEY
 LA1892.in June 1991.
 LA1892
 LA1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1892.GEOID18 height accuracy estimate available here.
 LA1892
 LA1892.Click photographs - Photos may exist for this station.
 LA1892
 LA1892.The dynamic height is computed by dividing the NAVD 88
 LA1892.geopotential number by the normal gravity value computed on the
 LA1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1892.degrees latitude (g = 980.6199 gals.).
 LA1892
 LA1892.The modeled gravity was interpolated from observed gravity values.
 LA1892
 LA1892;                    North         East    Units  Estimated Accuracy
 LA1892;SPC IN E     -   592,100.      102,680.      MT  (+/- 180 meters Scaled)
 LA1892
 LA1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK155932(NAD 83)
 LA1892
 LA1892                          SUPERSEDED SURVEY CONTROL
 LA1892
 LA1892  NGVD 29 (??/??/92)  253.494  (m)          831.67   (f) ADJ UNCH    2 0
 LA1892
 LA1892.Superseded values are not recommended for survey control.
 LA1892
 LA1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1892.See file dsdata.pdf to determine how the superseded data were derived.
 LA1892
 LA1892_MARKER: DB = BENCH MARK DISK
 LA1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1892_SP_SET: BRIDGE
 LA1892_STAMPING: Z 192 1946
 LA1892_MARK LOGO: CGS
 LA1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1892
 LA1892  HISTORY     - Date     Condition        Report By
 LA1892  HISTORY     - 1946     MONUMENTED       CGS
 LA1892  HISTORY     - 1965     GOOD             CGS
 LA1892
 LA1892                          STATION DESCRIPTION
 LA1892
 LA1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1892'0.8 MI E FROM MARION.
 LA1892'ABOUT 0.75 MILE EAST ALONG A BLACK TOP ROAD FROM THE WASHINGTON
 LA1892'TOWNSHIP SCHOOL NO. 9 AT MARION, ABOUT 1.0 MILE WEST OF
 LA1892'WASHINGTON TOWNSHIP SCHOOL NO. 8, ABOUT 115 YARDS WEST OF THE
 LA1892'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, SET
 LA1892'IN THE TOP OF THE SOUTH END OF THE SOUTHWEST CONCRETE WING
 LA1892'WALL OF A 20 FOOT CONCRETE BRIDGE OVER A CREEK, 16 FEET SOUTH
 LA1892'OF AND ABOUT 2.5 FEET BELOW THE CENTER LINE OF THE ROAD.
 LA1892
 LA1892                          STATION RECOVERY (1965)
 LA1892
 LA1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1482 ***********************************************************************
 LA1482  DESIGNATION -  Z 193
 LA1482  PID         -  LA1482
 LA1482  STATE/COUNTY-  IN/MADISON
 LA1482  COUNTRY     -  US
 LA1482  USGS QUAD   -  FRANKTON (2019)
 LA1482
 LA1482                         *CURRENT SURVEY CONTROL
 LA1482  ______________________________________________________________________
 LA1482* NAD 83(1986) POSITION- 40 10 43.43   (N) 085 45 59.35   (W)   HD_HELD1
 LA1482* NAVD 88 ORTHO HEIGHT -   265.092 (meters)      869.72  (feet) ADJUSTED
 LA1482  ______________________________________________________________________
 LA1482  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LA1482  DYNAMIC HEIGHT  -        264.949 (meters)      869.25  (feet) COMP
 LA1482  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 LA1482
 LA1482  VERT ORDER      -  SECOND    CLASS 0
 LA1482
 LA1482.The horizontal coordinates were determined by differentially corrected
 LA1482.hand held GPS observations or other comparable positioning techniques
 LA1482.and have an estimated accuracy of +/- 3 meters.
 LA1482
 LA1482.The orthometric height was determined by differential leveling and
 LA1482.adjusted by the NATIONAL GEODETIC SURVEY
 LA1482.in June 1991.
 LA1482
 LA1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1482.GEOID18 height accuracy estimate available here.
 LA1482
 LA1482.Click photographs - Photos may exist for this station.
 LA1482
 LA1482.The dynamic height is computed by dividing the NAVD 88
 LA1482.geopotential number by the normal gravity value computed on the
 LA1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1482.degrees latitude (g = 980.6199 gals.).
 LA1482
 LA1482.The modeled gravity was interpolated from observed gravity values.
 LA1482
 LA1482;                    North         East    Units  Estimated Accuracy
 LA1482;SPC IN E     -   547,367.3      91,498.6     MT  (+/- 3 meters HH1 GPS) 
 LA1482
 LA1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0501848324(NAD 83)
 LA1482
 LA1482                          SUPERSEDED SURVEY CONTROL
 LA1482
 LA1482  NGVD 29 (??/??/92)  265.23   (m)          870.2    (f) COMPUTED    2 0
 LA1482
 LA1482.Superseded values are not recommended for survey control.
 LA1482
 LA1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1482.See file dsdata.pdf to determine how the superseded data were derived.
 LA1482
 LA1482_MARKER: DB = BENCH MARK DISK
 LA1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1482_STAMPING: Z 193 1946
 LA1482_MARK LOGO: CGS
 LA1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1482+STABILITY: SURFACE MOTION
 LA1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1482+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 LA1482
 LA1482  HISTORY     - Date     Condition        Report By
 LA1482  HISTORY     - 1946     MONUMENTED       CGS
 LA1482  HISTORY     - 20230822 GOOD             INDOT
 LA1482
 LA1482                          STATION DESCRIPTION
 LA1482
 LA1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1482'5.4 MI W FROM LINWOOD.
 LA1482'ABOUT 4.4 MILES WEST ALONG A COUNTY ROAD FROM THE DISTRICT 11
 LA1482'LA FAYETTE TOWNSHIP SCHOOL AT LINWOOD, THENCE ABOUT 1.05 MILES
 LA1482'SOUTH ALONG A PAVED COUNTY ROAD, SET IN THE SOUTHWEST QUARTER
 LA1482'OF A GRAVEL ROAD CROSSING, 25 FEET WEST OF THE CENTER LINE OF THE
 LA1482'PAVED ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LA1482'6 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 LA1482'ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE
 LA1482'POST PROJECTING 6 INCHES.
 LA1482
 LA1482                          STATION RECOVERY (2023)
 LA1482
 LA1482'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 LA1482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0544 ***********************************************************************
 LB0544  DESIGNATION -  Z 195
 LB0544  PID         -  LB0544
 LB0544  STATE/COUNTY-  IN/CLINTON
 LB0544  COUNTRY     -  US
 LB0544  USGS QUAD   -  MECHANICSBURG (2019)
 LB0544
 LB0544                         *CURRENT SURVEY CONTROL
 LB0544  ______________________________________________________________________
 LB0544* NAD 83(1986) POSITION- 40 14 09.     (N) 086 22 50.     (W)   SCALED
 LB0544* NAVD 88 ORTHO HEIGHT -   278.723 (meters)      914.44  (feet) ADJUSTED
 LB0544  ______________________________________________________________________
 LB0544  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 LB0544  DYNAMIC HEIGHT  -        278.572 (meters)      913.95  (feet) COMP
 LB0544  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 LB0544
 LB0544  VERT ORDER      -  SECOND    CLASS 0
 LB0544
 LB0544.The horizontal coordinates were scaled from a map and have
 LB0544.an estimated accuracy of +/- 6 seconds.
 LB0544
 LB0544.The orthometric height was determined by differential leveling and
 LB0544.adjusted by the NATIONAL GEODETIC SURVEY
 LB0544.in June 1991.
 LB0544
 LB0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0544.GEOID18 height accuracy estimate available here.
 LB0544
 LB0544.Click photographs - Photos may exist for this station.
 LB0544
 LB0544.The dynamic height is computed by dividing the NAVD 88
 LB0544.geopotential number by the normal gravity value computed on the
 LB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0544.degrees latitude (g = 980.6199 gals.).
 LB0544
 LB0544.The modeled gravity was interpolated from observed gravity values.
 LB0544
 LB0544;                    North         East    Units  Estimated Accuracy
 LB0544;SPC IN W     -   553,940.      959,800.      MT  (+/- 180 meters Scaled)
 LB0544
 LB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK526541(NAD 83)
 LB0544
 LB0544                          SUPERSEDED SURVEY CONTROL
 LB0544
 LB0544  NGVD 29 (??/??/92)  278.828  (m)          914.79   (f) ADJ UNCH    2 0
 LB0544
 LB0544.Superseded values are not recommended for survey control.
 LB0544
 LB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0544.See file dsdata.pdf to determine how the superseded data were derived.
 LB0544
 LB0544_MARKER: DB = BENCH MARK DISK
 LB0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0544_STAMPING: Z 195 1946
 LB0544_MARK LOGO: CGS
 LB0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0544+STABILITY: SURFACE MOTION
 LB0544
 LB0544  HISTORY     - Date     Condition        Report By
 LB0544  HISTORY     - 1946     MONUMENTED       CGS
 LB0544
 LB0544                          STATION DESCRIPTION
 LB0544
 LB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0544'3.1 MI NW FROM KIRKLIN.
 LB0544'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0544'LIBRARY AT KIRKLIN, SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 LB0544'OF A GRAVEL CROSS ROAD, 49 FEET NORTHEAST OF THE CENTER LINE OF THE
 LB0544'HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 56
 LB0544'FEET SOUTH AND ACROSS THE SIDE ROAD FROM A SMALL RED BARN, 15
 LB0544'FEET SOUTH OF A FENCE CORNER AND GATE POST, 1 FOOT SOUTHWEST OF
 LB0544'THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LB0544'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0831 ***********************************************************************
 MD0831  DESIGNATION -  Z 196
 MD0831  PID         -  MD0831
 MD0831  STATE/COUNTY-  IN/ALLEN
 MD0831  COUNTRY     -  US
 MD0831  USGS QUAD   -  HUNTERTOWN (2019)
 MD0831
 MD0831                         *CURRENT SURVEY CONTROL
 MD0831  ______________________________________________________________________
 MD0831* NAD 83(1986) POSITION- 41 11 29.     (N) 085 11 23.     (W)   SCALED
 MD0831* NAVD 88 ORTHO HEIGHT -   259.555 (meters)      851.56  (feet) ADJUSTED
 MD0831  ______________________________________________________________________
 MD0831  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 MD0831  DYNAMIC HEIGHT  -        259.455 (meters)      851.23  (feet) COMP
 MD0831  MODELED GRAVITY -    980,232.4   (mgal)                       NAVD 88
 MD0831
 MD0831  VERT ORDER      -  SECOND    CLASS 0
 MD0831
 MD0831.The horizontal coordinates were scaled from a map and have
 MD0831.an estimated accuracy of +/- 6 seconds.
 MD0831
 MD0831.The orthometric height was determined by differential leveling and
 MD0831.adjusted by the NATIONAL GEODETIC SURVEY
 MD0831.in June 1991.
 MD0831
 MD0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0831.GEOID18 height accuracy estimate available here.
 MD0831
 MD0831.Click photographs - Photos may exist for this station.
 MD0831
 MD0831.The dynamic height is computed by dividing the NAVD 88
 MD0831.geopotential number by the normal gravity value computed on the
 MD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0831.degrees latitude (g = 980.6199 gals.).
 MD0831
 MD0831.The modeled gravity was interpolated from observed gravity values.
 MD0831
 MD0831;                    North         East    Units  Estimated Accuracy
 MD0831;SPC IN E     -   659,920.      140,010.      MT  (+/- 180 meters Scaled)
 MD0831
 MD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL518615(NAD 83)
 MD0831
 MD0831                          SUPERSEDED SURVEY CONTROL
 MD0831
 MD0831  NGVD 29 (??/??/92)  259.707  (m)          852.06   (f) ADJ UNCH    2 0
 MD0831
 MD0831.Superseded values are not recommended for survey control.
 MD0831
 MD0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0831.See file dsdata.pdf to determine how the superseded data were derived.
 MD0831
 MD0831_MARKER: DB = BENCH MARK DISK
 MD0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0831_STAMPING: Z 196 1946
 MD0831_MARK LOGO: CGS
 MD0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0831+STABILITY: SURFACE MOTION
 MD0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0831+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2007
 MD0831
 MD0831  HISTORY     - Date     Condition        Report By
 MD0831  HISTORY     - 1946     MONUMENTED       CGS
 MD0831  HISTORY     - 1968     GOOD             INHD
 MD0831  HISTORY     - 1969     GOOD             INHD
 MD0831  HISTORY     - 20060510 GOOD             CMT
 MD0831  HISTORY     - 20070131 GOOD             INDIV
 MD0831
 MD0831                          STATION DESCRIPTION
 MD0831
 MD0831'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0831'3.8 MI SW FROM HUNTERTOWN.
 MD0831'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 MD0831'AT HUNTERTOWN, THENCE ABOUT 1.25 MILES WEST ALONG A PAVED ROAD,
 MD0831'ABOUT 1.25 MILES WEST OF THE ALLEN COUNTY CHILDRENS HOME, ABOUT
 MD0831'1.0 MILE EAST OF THE ANDERSON MENNONITE CHURCH, AT A CROSS ROAD
 MD0831'WITH A RADIO AIR BEAM STATION IN THE SOUTHWEST ANGLE OF THE
 MD0831'CROSSING, 38 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 MD0831'33 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 10.5 FEET
 MD0831'EAST OF A SCREEN COVERED DRAIN, 1 FOOT SOUTHWEST OF A WIRE
 MD0831'FENCE, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE TOP
 MD0831'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- CROSSROAD,
 MD0831'BETHEL ROAD AND CARROLL ROAD.
 MD0831
 MD0831                          STATION RECOVERY (1969)
 MD0831
 MD0831'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1969
 MD0831'RECOVERED IN GOOD CONDITION.
 MD0831
 MD0831                          STATION RECOVERY (2006)
 MD0831
 MD0831'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2006 (KWS)
 MD0831'RECOVERED IN GOOD CONDITION.
 MD0831
 MD0831                          STATION RECOVERY (2007)
 MD0831
 MD0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 MD0831'MARK IS NOW AT THE EDGE OF THE PAVEMENT OF THE RIGHT TURN LANE IN THE
 MD0831'NORTHEAST QUADRANT OF THE INTERSECTION.  IT IS 50.36FT N41D 37 MINUTES
 MD0831'3 SECONDS EAST (GPS GRID) FROM A REBAR WITH ALUMINUM CAP IN THE
 MD0831'INTERSECTION MARKING THE SOUTHWEST CORNER OF SECTION 30, T32N R12E,
 MD0831'AND 16.8FT SOUTHWEST OF THE CENTER OF THE SOUTHWEST ANCHOR BOLT OF A
 MD0831'STRAIN POLE.  DISK IS 0.1FT BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0956 ***********************************************************************
 MD0956  DESIGNATION -  Z 197
 MD0956  PID         -  MD0956
 MD0956  STATE/COUNTY-  IN/ALLEN
 MD0956  COUNTRY     -  US
 MD0956  USGS QUAD   -  CEDARVILLE (2019)
 MD0956
 MD0956                         *CURRENT SURVEY CONTROL
 MD0956  ______________________________________________________________________
 MD0956* NAD 83(1986) POSITION- 41 13 08.     (N) 085 04 36.     (W)   SCALED
 MD0956* NAVD 88 ORTHO HEIGHT -   244.453 (meters)      802.01  (feet) ADJUSTED
 MD0956  ______________________________________________________________________
 MD0956  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 MD0956  DYNAMIC HEIGHT  -        244.354 (meters)      801.68  (feet) COMP
 MD0956  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 MD0956
 MD0956  VERT ORDER      -  SECOND    CLASS 0
 MD0956
 MD0956.The horizontal coordinates were scaled from a map and have
 MD0956.an estimated accuracy of +/- 6 seconds.
 MD0956
 MD0956.The orthometric height was determined by differential leveling and
 MD0956.adjusted by the NATIONAL GEODETIC SURVEY
 MD0956.in June 1991.
 MD0956
 MD0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0956.GEOID18 height accuracy estimate available here.
 MD0956
 MD0956.Click photographs - Photos may exist for this station.
 MD0956
 MD0956.The dynamic height is computed by dividing the NAVD 88
 MD0956.geopotential number by the normal gravity value computed on the
 MD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0956.degrees latitude (g = 980.6199 gals.).
 MD0956
 MD0956.The modeled gravity was interpolated from observed gravity values.
 MD0956
 MD0956;                    North         East    Units  Estimated Accuracy
 MD0956;SPC IN E     -   663,030.      149,470.      MT  (+/- 180 meters Scaled)
 MD0956
 MD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL612648(NAD 83)
 MD0956
 MD0956                          SUPERSEDED SURVEY CONTROL
 MD0956
 MD0956  NGVD 29 (??/??/92)  244.601  (m)          802.50   (f) ADJ UNCH    2 0
 MD0956
 MD0956.Superseded values are not recommended for survey control.
 MD0956
 MD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0956.See file dsdata.pdf to determine how the superseded data were derived.
 MD0956
 MD0956_MARKER: DB = BENCH MARK DISK
 MD0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0956_SP_SET: BRIDGE
 MD0956_STAMPING: Z 197 1946
 MD0956_MARK LOGO: CGS
 MD0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0956
 MD0956  HISTORY     - Date     Condition        Report By
 MD0956  HISTORY     - 1946     MONUMENTED       CGS
 MD0956  HISTORY     - 1962     GOOD             CGS
 MD0956
 MD0956                          STATION DESCRIPTION
 MD0956
 MD0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0956'3.5 MI W FROM LEO.
 MD0956'ABOUT 3.7 MILES W ALONG PAVED HOSLER ROAD FROM ITS
 MD0956'INTERSECTION WITH NO. 1 HWY. IN LEO, THENCE 0.35 MILE S ALONG
 MD0956'NO. 427 INDIANA HWY. TO 139-FOOT STEEL BRIDGE OVER CEDAR CREEK
 MD0956'AND THE MARK ON THE RIGHT, 16 FEET W OF CENTER LINE OF HWY., 0.1
 MD0956'FOOT HIGHER THAN SAME, SET IN DRILL HOLE IN TOP OF RETAINING
 MD0956'WINGWALL ADDITION ON TOP OF W END OF N ABUTMENT OF THE BRIDGE,
 MD0956'AND 6.8 FEET SE OF NW END OF THE WINGWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0364 ***********************************************************************
 MD0364  DESIGNATION -  Z 198
 MD0364  PID         -  MD0364
 MD0364  STATE/COUNTY-  IN/DE KALB
 MD0364  COUNTRY     -  US
 MD0364  USGS QUAD   -  SAINT JOE (2019)
 MD0364
 MD0364                         *CURRENT SURVEY CONTROL
 MD0364  ______________________________________________________________________
 MD0364* NAD 83(1986) POSITION- 41 19 37.     (N) 084 53 11.     (W)   SCALED
 MD0364* NAVD 88 ORTHO HEIGHT -   247.548 (meters)      812.16  (feet) ADJUSTED
 MD0364  ______________________________________________________________________
 MD0364  GEOID HEIGHT    -        -33.354 (meters)                     GEOID18
 MD0364  DYNAMIC HEIGHT  -        247.450 (meters)      811.84  (feet) COMP
 MD0364  MODELED GRAVITY -    980,220.1   (mgal)                       NAVD 88
 MD0364
 MD0364  VERT ORDER      -  SECOND    CLASS 0
 MD0364
 MD0364.The horizontal coordinates were scaled from a map and have
 MD0364.an estimated accuracy of +/- 6 seconds.
 MD0364
 MD0364.The orthometric height was determined by differential leveling and
 MD0364.adjusted by the NATIONAL GEODETIC SURVEY
 MD0364.in June 1991.
 MD0364
 MD0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0364.GEOID18 height accuracy estimate available here.
 MD0364
 MD0364.Click photographs - Photos may exist for this station.
 MD0364
 MD0364.The dynamic height is computed by dividing the NAVD 88
 MD0364.geopotential number by the normal gravity value computed on the
 MD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0364.degrees latitude (g = 980.6199 gals.).
 MD0364
 MD0364.The modeled gravity was interpolated from observed gravity values.
 MD0364
 MD0364;                    North         East    Units  Estimated Accuracy
 MD0364;SPC IN E     -   675,160.      165,320.      MT  (+/- 180 meters Scaled)
 MD0364
 MD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL768772(NAD 83)
 MD0364
 MD0364                          SUPERSEDED SURVEY CONTROL
 MD0364
 MD0364  NGVD 29 (??/??/92)  247.695  (m)          812.65   (f) ADJ UNCH    2 0
 MD0364
 MD0364.Superseded values are not recommended for survey control.
 MD0364
 MD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0364.See file dsdata.pdf to determine how the superseded data were derived.
 MD0364
 MD0364_MARKER: DB = BENCH MARK DISK
 MD0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0364_SP_SET: BOX CULVERT
 MD0364_STAMPING: Z 198 1946
 MD0364_MARK LOGO: CGS
 MD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0364+STABILITY: SURFACE MOTION
 MD0364
 MD0364  HISTORY     - Date     Condition        Report By
 MD0364  HISTORY     - 1946     MONUMENTED       CGS
 MD0364  HISTORY     - 1968     GOOD             INHD
 MD0364
 MD0364                          STATION DESCRIPTION
 MD0364
 MD0364'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0364'1.6 MI NE FROM ST JOE.
 MD0364'ABOUT 1.6 MILES NORTHEAST ALONG S.R. 1 FROM THE MAIN CORNER AT THE
 MD0364'POST OFFICE AT ST. JOE, AT A PAVED CROSSROAD, 176 FT. EAST OF
 MD0364'THE CENTERLINE OF THE HIGHWAY, 9.5 FT. SOUTH OF THE CENTERLINE
 MD0364'OF AN 18 FT. ASPHALT PAVEMENT, 0.7 FT. HIGHER THAN SAME, 1.0
 MD0364'FT. WEST OF THE SOUTH CURB OR HEADWALL OF A 12 FT. CONCRETE
 MD0364'BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0516 ***********************************************************************
 MD0516  DESIGNATION -  Z 199
 MD0516  PID         -  MD0516
 MD0516  STATE/COUNTY-  IN/ALLEN
 MD0516  COUNTRY     -  US
 MD0516  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0516
 MD0516                         *CURRENT SURVEY CONTROL
 MD0516  ______________________________________________________________________
 MD0516* NAD 83(1986) POSITION- 41 13 11.     (N) 084 49 37.     (W)   SCALED
 MD0516* NAVD 88 ORTHO HEIGHT -   227.113 (meters)      745.12  (feet) ADJUSTED
 MD0516  ______________________________________________________________________
 MD0516  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 MD0516  DYNAMIC HEIGHT  -        227.022 (meters)      744.82  (feet) COMP
 MD0516  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 MD0516
 MD0516  VERT ORDER      -  SECOND    CLASS 0
 MD0516
 MD0516.The horizontal coordinates were scaled from a map and have
 MD0516.an estimated accuracy of +/- 6 seconds.
 MD0516
 MD0516.The orthometric height was determined by differential leveling and
 MD0516.adjusted by the NATIONAL GEODETIC SURVEY
 MD0516.in June 1991.
 MD0516
 MD0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0516.GEOID18 height accuracy estimate available here.
 MD0516
 MD0516.Click photographs - Photos may exist for this station.
 MD0516
 MD0516.The dynamic height is computed by dividing the NAVD 88
 MD0516.geopotential number by the normal gravity value computed on the
 MD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0516.degrees latitude (g = 980.6199 gals.).
 MD0516
 MD0516.The modeled gravity was interpolated from observed gravity values.
 MD0516
 MD0516;                    North         East    Units  Estimated Accuracy
 MD0516;SPC IN E     -   663,300.      170,410.      MT  (+/- 180 meters Scaled)
 MD0516
 MD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL821654(NAD 83)
 MD0516
 MD0516                          SUPERSEDED SURVEY CONTROL
 MD0516
 MD0516  NGVD 29 (??/??/92)  227.264  (m)          745.62   (f) ADJ UNCH    2 0
 MD0516
 MD0516.Superseded values are not recommended for survey control.
 MD0516
 MD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0516.See file dsdata.pdf to determine how the superseded data were derived.
 MD0516
 MD0516_MARKER: DB = BENCH MARK DISK
 MD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0516_STAMPING: Z 199 1946
 MD0516_MARK LOGO: CGS
 MD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0516+STABILITY: SURFACE MOTION
 MD0516
 MD0516  HISTORY     - Date     Condition        Report By
 MD0516  HISTORY     - 1946     MONUMENTED       CGS
 MD0516  HISTORY     - 1962     GOOD             CGS
 MD0516
 MD0516                          STATION DESCRIPTION
 MD0516
 MD0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0516'6.7 MI E FROM HARLAN.
 MD0516'ABOUT 2.9 MILES E ALONG ANTWERP ROAD FROM ITS OBLIQUE INTERSECTION
 MD0516'WITH NO. 37 INDIANA HWY. IN THE HEART OF HARLAN, THENCE 1.0 MILES
 MD0516'N, THENCE 1.8 MILES E, THENCE 0.5 MILE NORTHERLY ALONG SCIPIO
 MD0516'ROAD, THENCE ABOUT 0.5 MILE E ALONG WORDEN OR WORDON ROAD TO THE
 MD0516'MARK ON THE LEFT, 56 FEET N OF CENTER LINE OF ROAD, 19 FEET W
 MD0516'OF CENTER LINE ROAD EXTENDING N, 0.9 FOOT LOWER THAN SAME, 9
 MD0516'FEET N OF STEEL FENCE-CORNER POST, AND PROJECTING 0.2 FOOT ABOVE
 MD0516'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1075 ***********************************************************************
 MD1075  DESIGNATION -  Z 20
 MD1075  PID         -  MD1075
 MD1075  STATE/COUNTY-  IN/NOBLE
 MD1075  COUNTRY     -  US
 MD1075  USGS QUAD   -  LIGONIER (2019)
 MD1075
 MD1075                         *CURRENT SURVEY CONTROL
 MD1075  ______________________________________________________________________
 MD1075* NAD 83(1986) POSITION- 41 27 48.     (N) 085 32 53.     (W)   SCALED
 MD1075* NAVD 88 ORTHO HEIGHT -   270.086 (meters)      886.11  (feet) ADJUSTED
 MD1075  ______________________________________________________________________
 MD1075  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 MD1075  DYNAMIC HEIGHT  -        269.974 (meters)      885.74  (feet) COMP
 MD1075  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 MD1075
 MD1075  VERT ORDER      -  SECOND    CLASS 0
 MD1075
 MD1075.The horizontal coordinates were scaled from a map and have
 MD1075.an estimated accuracy of +/- 6 seconds.
 MD1075
 MD1075.The orthometric height was determined by differential leveling and
 MD1075.adjusted by the NATIONAL GEODETIC SURVEY
 MD1075.in June 1991.
 MD1075
 MD1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1075.GEOID18 height accuracy estimate available here.
 MD1075
 MD1075.Click photographs - Photos may exist for this station.
 MD1075
 MD1075.The dynamic height is computed by dividing the NAVD 88
 MD1075.geopotential number by the normal gravity value computed on the
 MD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1075.degrees latitude (g = 980.6199 gals.).
 MD1075
 MD1075.The modeled gravity was interpolated from observed gravity values.
 MD1075
 MD1075;                    North         East    Units  Estimated Accuracy
 MD1075;SPC IN E     -   690,020.      109,910.      MT  (+/- 180 meters Scaled)
 MD1075
 MD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL212912(NAD 83)
 MD1075
 MD1075                          SUPERSEDED SURVEY CONTROL
 MD1075
 MD1075  NGVD 29 (??/??/92)  270.215  (m)          886.53   (f) ADJ UNCH    2 0
 MD1075
 MD1075.Superseded values are not recommended for survey control.
 MD1075
 MD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1075.See file dsdata.pdf to determine how the superseded data were derived.
 MD1075
 MD1075_MARKER: DB = BENCH MARK DISK
 MD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1075_STAMPING: Z 20 1934
 MD1075_MARK LOGO: CGS
 MD1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1075+STABILITY: SURFACE MOTION
 MD1075
 MD1075  HISTORY     - Date     Condition        Report By
 MD1075  HISTORY     - 1934     MONUMENTED       CGS
 MD1075  HISTORY     - 1961     GOOD             CGS
 MD1075  HISTORY     - 20180207 MARK NOT FOUND   INDOT
 MD1075
 MD1075                          STATION DESCRIPTION
 MD1075
 MD1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD1075'2.1 MI E FROM LIGONIER.
 MD1075'ABOUT 2.1 MILES E ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1075'STATION IN LIGONIER, 0.55 MILE E ALONG ROAD AND RAILROAD FROM
 MD1075'CROSSING AND ROAD T-INTERSECTION, AT A PRIVATE ROAD CROSSING,
 MD1075'35 FEET N OF N RAIL OF DOUBLE TRACKS, 2.1 FEET LOWER THAN TOP OF
 MD1075'SAME, 30 FEET E OF CENTER LINE OF THE PRIVATE ROAD, WHICH IS ON
 MD1075'CREST OF RIDGE, 20 FEET S OF CENTER LINE OF PUBLIC ROAD, ABOUT
 MD1075'2 FEET N OF N EDGE OF DEEP DITCH, AND PROJECTING 0.5 FOOT ABOVE
 MD1075'GROUND.
 MD1075
 MD1075                          STATION RECOVERY (2018)
 MD1075
 MD1075'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD1075'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0483 ***********************************************************************
 MD0483  DESIGNATION -  Z 200
 MD0483  PID         -  MD0483
 MD0483  STATE/COUNTY-  IN/ALLEN
 MD0483  COUNTRY     -  US
 MD0483  USGS QUAD   -  WOODBURN NORTH (2019)
 MD0483
 MD0483                         *CURRENT SURVEY CONTROL
 MD0483  ______________________________________________________________________
 MD0483* NAD 83(1986) POSITION- 41 14 00.5    (N) 084 51 56.9    (W)   HD_HELD2
 MD0483* NAVD 88 ORTHO HEIGHT -   237.848 (meters)      780.34  (feet) ADJUSTED
 MD0483  ______________________________________________________________________
 MD0483  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 MD0483  DYNAMIC HEIGHT  -        237.753 (meters)      780.03  (feet) COMP
 MD0483  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 MD0483
 MD0483  VERT ORDER      -  SECOND    CLASS 0
 MD0483
 MD0483.The horizontal coordinates were established by autonomous hand held GPS
 MD0483.observations and have an estimated accuracy of +/- 10 meters.
 MD0483
 MD0483.The orthometric height was determined by differential leveling and
 MD0483.adjusted by the NATIONAL GEODETIC SURVEY
 MD0483.in June 1991.
 MD0483
 MD0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0483.GEOID18 height accuracy estimate available here.
 MD0483
 MD0483.Click photographs - Photos may exist for this station.
 MD0483
 MD0483.The dynamic height is computed by dividing the NAVD 88
 MD0483.geopotential number by the normal gravity value computed on the
 MD0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0483.degrees latitude (g = 980.6199 gals.).
 MD0483
 MD0483.The modeled gravity was interpolated from observed gravity values.
 MD0483
 MD0483;                    North         East    Units  Estimated Accuracy
 MD0483;SPC IN E     -   664,795.      167,140.      MT  (+/- 10 meters HH2 GPS)
 MD0483
 MD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7885966871(NAD 83)
 MD0483
 MD0483                          SUPERSEDED SURVEY CONTROL
 MD0483
 MD0483  NGVD 29 (??/??/92)  237.999  (m)          780.84   (f) ADJ UNCH    2 0
 MD0483
 MD0483.Superseded values are not recommended for survey control.
 MD0483
 MD0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0483.See file dsdata.pdf to determine how the superseded data were derived.
 MD0483
 MD0483_MARKER: DB = BENCH MARK DISK
 MD0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0483_SP_SET: DRAIN INLET BOX
 MD0483_STAMPING: Z 200 1946
 MD0483_MARK LOGO: CGS
 MD0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0483+STABILITY: SURFACE MOTION
 MD0483
 MD0483  HISTORY     - Date     Condition        Report By
 MD0483  HISTORY     - 1946     MONUMENTED       CGS
 MD0483  HISTORY     - 1962     GOOD             CGS
 MD0483
 MD0483                          STATION DESCRIPTION
 MD0483
 MD0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MD0483'4 MI NE FROM HARLAN.
 MD0483'ABOUT 3.9 MILES NE ALONG NO. 37 INDIANA HWY. FROM ITS OBLIQUE
 MD0483'INTERSECTION WITH ANTWERP ROAD IN HEART OF HARLAN, THENCE N
 MD0483'FOR 0.1 MILE ALONG NO. 101 INDIANA HWY. TO THE MARK ON THE LEFT,
 MD0483'31 FEET W OF CENTER LINE OF HWY., 2.7 FEET LOWER THAN SAME,
 MD0483'27-1/2 FEET N OF PROJECTED LINE OF PROPERTY-LINE FENCE FROM THE
 MD0483'W, IN THE TOP CENTER OF THE E CONCRETE WALL OF A 30-INCH SQUARE
 MD0483'GRILLED-TOP DRAIN INLET BOX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0776 ***********************************************************************
 MD0776  DESIGNATION -  Z 201
 MD0776  PID         -  MD0776
 MD0776  STATE/COUNTY-  IN/ALLEN
 MD0776  COUNTRY     -  US
 MD0776  USGS QUAD   -  CEDARVILLE (2019)
 MD0776
 MD0776                         *CURRENT SURVEY CONTROL
 MD0776  ______________________________________________________________________
 MD0776* NAD 83(1986) POSITION- 41 09 00.     (N) 085 01 29.     (W)   SCALED
 MD0776* NAVD 88 ORTHO HEIGHT -   244.899 (meters)      803.47  (feet) ADJUSTED
 MD0776  ______________________________________________________________________
 MD0776  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 MD0776  DYNAMIC HEIGHT  -        244.801 (meters)      803.15  (feet) COMP
 MD0776  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 MD0776
 MD0776  VERT ORDER      -  SECOND    CLASS 0
 MD0776
 MD0776.The horizontal coordinates were scaled from a map and have
 MD0776.an estimated accuracy of +/- 6 seconds.
 MD0776
 MD0776.The orthometric height was determined by differential leveling and
 MD0776.adjusted by the NATIONAL GEODETIC SURVEY
 MD0776.in June 1991.
 MD0776
 MD0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0776.GEOID18 height accuracy estimate available here.
 MD0776
 MD0776.Click photographs - Photos may exist for this station.
 MD0776
 MD0776.The dynamic height is computed by dividing the NAVD 88
 MD0776.geopotential number by the normal gravity value computed on the
 MD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0776.degrees latitude (g = 980.6199 gals.).
 MD0776
 MD0776.The modeled gravity was interpolated from observed gravity values.
 MD0776
 MD0776;                    North         East    Units  Estimated Accuracy
 MD0776;SPC IN E     -   655,420.      153,890.      MT  (+/- 180 meters Scaled)
 MD0776
 MD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL657572(NAD 83)
 MD0776
 MD0776                          SUPERSEDED SURVEY CONTROL
 MD0776
 MD0776  NGVD 29 (??/??/92)  245.055  (m)          803.98   (f) ADJ UNCH    2 0
 MD0776
 MD0776.Superseded values are not recommended for survey control.
 MD0776
 MD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0776.See file dsdata.pdf to determine how the superseded data were derived.
 MD0776
 MD0776_MARKER: DB = BENCH MARK DISK
 MD0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0776_STAMPING: Z 201 1946
 MD0776_MARK LOGO: CGS
 MD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0776+STABILITY: SURFACE MOTION
 MD0776
 MD0776  HISTORY     - Date     Condition        Report By
 MD0776  HISTORY     - 1946     MONUMENTED       CGS
 MD0776  HISTORY     - 1961     GOOD             CGS
 MD0776
 MD0776                          STATION DESCRIPTION
 MD0776
 MD0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0776'4.1 MI S FROM CEDARVILLE.
 MD0776'ABOUT 1.0 MILES N OF BENCH MARK NO. A 202, OR FROM THE BIG STEEL
 MD0776'BRIDGE OVER CEDAR CREEK AT CEDARVILLE, GO E OF NO. 1 INDIANA
 MD0776'HIGHWAY FOR 0.1 MILE, THENCE 0.7 MILE S ON HALTER ROAD CROSSING
 MD0776'ST. JOE RIVER, THENCE 0.7 MILE SW ON ST. JOE ROAD (OR STREET ON
 MD0776'SOME PRESENT SIGNPOSTS), THENCE 2.6 MILES SE AND S ALONG WHEELOCK
 MD0776'ROAD TO T-INTERSECTION WITH ROTHMAN ROAD AND THE MARK, 59 FEET
 MD0776'W OF CENTER LINE OF ONE ROAD, 14 FEET S OF CENTER LINE OF THE
 MD0776'OTHER, ABOUT LEVEL WITH SAME, 14 FEET W OF NW ONE OF THREE
 MD0776'R.R.-RAIL FENCE POSTS, 8-1/2 FEET S OF PROJECTED LINE OF FENCE
 MD0776'FROM THE EAST, 1 FOOT N OF FENCE, 1.3 FEET E OF A STEEL WITNESS
 MD0776'POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1770 ***********************************************************************
 LA1770  DESIGNATION -  Z 202
 LA1770  PID         -  LA1770
 LA1770  STATE/COUNTY-  IN/GRANT
 LA1770  COUNTRY     -  US
 LA1770  USGS QUAD   -  VAN BUREN (2019)
 LA1770
 LA1770                         *CURRENT SURVEY CONTROL
 LA1770  ______________________________________________________________________
 LA1770* NAD 83(1986) POSITION- 40 34 52.     (N) 085 30 16.     (W)   SCALED
 LA1770* NAVD 88 ORTHO HEIGHT -   261.764 (meters)      858.80  (feet) ADJUSTED
 LA1770  ______________________________________________________________________
 LA1770  GEOID HEIGHT    -        -34.243 (meters)                     GEOID18
 LA1770  DYNAMIC HEIGHT  -        261.631 (meters)      858.37  (feet) COMP
 LA1770  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 LA1770
 LA1770  VERT ORDER      -  SECOND    CLASS 0
 LA1770
 LA1770.The horizontal coordinates were scaled from a map and have
 LA1770.an estimated accuracy of +/- 6 seconds.
 LA1770
 LA1770.The orthometric height was determined by differential leveling and
 LA1770.adjusted by the NATIONAL GEODETIC SURVEY
 LA1770.in June 1991.
 LA1770
 LA1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1770.GEOID18 height accuracy estimate available here.
 LA1770
 LA1770.Click photographs - Photos may exist for this station.
 LA1770
 LA1770.The dynamic height is computed by dividing the NAVD 88
 LA1770.geopotential number by the normal gravity value computed on the
 LA1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1770.degrees latitude (g = 980.6199 gals.).
 LA1770
 LA1770.The modeled gravity was interpolated from observed gravity values.
 LA1770
 LA1770;                    North         East    Units  Estimated Accuracy
 LA1770;SPC IN E     -   592,060.      113,730.      MT  (+/- 180 meters Scaled)
 LA1770
 LA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK265933(NAD 83)
 LA1770
 LA1770                          SUPERSEDED SURVEY CONTROL
 LA1770
 LA1770  NGVD 29 (??/??/92)  261.894  (m)          859.23   (f) ADJ UNCH    2 0
 LA1770
 LA1770.Superseded values are not recommended for survey control.
 LA1770
 LA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1770.See file dsdata.pdf to determine how the superseded data were derived.
 LA1770
 LA1770_MARKER: DB = BENCH MARK DISK
 LA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1770_STAMPING: Z 202 1946
 LA1770_MARK LOGO: CGS
 LA1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1770+STABILITY: SURFACE MOTION
 LA1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1770+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 LA1770
 LA1770  HISTORY     - Date     Condition        Report By
 LA1770  HISTORY     - 1946     MONUMENTED       CGS
 LA1770  HISTORY     - 1965     GOOD             CGS
 LA1770  HISTORY     - 20041113 GOOD             SURVFI
 LA1770
 LA1770                          STATION DESCRIPTION
 LA1770
 LA1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1770'2.3 MI S FROM VAN BUREN.
 LA1770'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 221 FROM THE VAN
 LA1770'BUREN TOWNSHIP SCHOOL AT VAN BUREN, AT A CROSS ROAD, 55 FEET
 LA1770'WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF A FENCE
 LA1770'CORNER, 19 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 1
 LA1770'FOOT NORTH OF A WIRE FENCE ABOUT LEVEL WITH THE ROAD LEADING
 LA1770'WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA1770
 LA1770                          STATION RECOVERY (1965)
 LA1770
 LA1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA1770'RECOVERED IN GOOD CONDITION.
 LA1770
 LA1770                          STATION RECOVERY (2004)
 LA1770
 LA1770'RECOVERY NOTE BY SURVEY FIRST LLC 2004 (RGC)
 LA1770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1732 ***********************************************************************
 LA1732  DESIGNATION -  Z 203
 LA1732  PID         -  LA1732
 LA1732  STATE/COUNTY-  IN/HUNTINGTON
 LA1732  COUNTRY     -  US
 LA1732  USGS QUAD   -  MOUNT ETNA (2019)
 LA1732
 LA1732                         *CURRENT SURVEY CONTROL
 LA1732  ______________________________________________________________________
 LA1732* NAD 83(1986) POSITION- 40 40 03.     (N) 085 37 12.     (W)   SCALED
 LA1732* NAVD 88 ORTHO HEIGHT -   267.705 (meters)      878.30  (feet) ADJUSTED
 LA1732  ______________________________________________________________________
 LA1732  GEOID HEIGHT    -        -34.283 (meters)                     GEOID18
 LA1732  DYNAMIC HEIGHT  -        267.573 (meters)      877.86  (feet) COMP
 LA1732  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 LA1732
 LA1732  VERT ORDER      -  SECOND    CLASS 0
 LA1732
 LA1732.The horizontal coordinates were scaled from a map and have
 LA1732.an estimated accuracy of +/- 6 seconds.
 LA1732
 LA1732.The orthometric height was determined by differential leveling and
 LA1732.adjusted by the NATIONAL GEODETIC SURVEY
 LA1732.in June 1991.
 LA1732
 LA1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1732.GEOID18 height accuracy estimate available here.
 LA1732
 LA1732.Click photographs - Photos may exist for this station.
 LA1732
 LA1732.The dynamic height is computed by dividing the NAVD 88
 LA1732.geopotential number by the normal gravity value computed on the
 LA1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1732.degrees latitude (g = 980.6199 gals.).
 LA1732
 LA1732.The modeled gravity was interpolated from observed gravity values.
 LA1732
 LA1732;                    North         East    Units  Estimated Accuracy
 LA1732;SPC IN E     -   601,640.      103,950.      MT  (+/- 180 meters Scaled)
 LA1732
 LA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL166027(NAD 83)
 LA1732
 LA1732                          SUPERSEDED SURVEY CONTROL
 LA1732
 LA1732  NGVD 29 (??/??/92)  267.832  (m)          878.71   (f) ADJ UNCH    2 0
 LA1732
 LA1732.Superseded values are not recommended for survey control.
 LA1732
 LA1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1732.See file dsdata.pdf to determine how the superseded data were derived.
 LA1732
 LA1732_MARKER: DB = BENCH MARK DISK
 LA1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1732_STAMPING: Z 203 1946
 LA1732_MARK LOGO: CGS
 LA1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1732+STABILITY: SURFACE MOTION
 LA1732
 LA1732  HISTORY     - Date     Condition        Report By
 LA1732  HISTORY     - 1946     MONUMENTED       CGS
 LA1732
 LA1732                          STATION DESCRIPTION
 LA1732
 LA1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1732'2 MI S FROM BANQUO.
 LA1732'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SCHOOL
 LA1732'AT BANQUO, ABOUT 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 LA1732'37 AND 9, AT A CROSS ROAD, 102 FEET WEST OF THE CENTER LINE OF THE
 LA1732'HIGHWAY, 77 FEET EAST OF THE NORTHEAST CORNER OF A BRICK FARM
 LA1732'SHOP, 79 FEET WEST OF A FENCE CORNER, 16 FEET SOUTH OF THE
 LA1732'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF THE FENCE LINE,
 LA1732'ABOUT LEVEL WITH THE ROAD WEST, AND SET IN THE TOP OF A CONCRETE
 LA1732'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1392 ***********************************************************************
 LA1392  DESIGNATION -  Z 204
 LA1392  PID         -  LA1392
 LA1392  STATE/COUNTY-  IN/TIPTON
 LA1392  COUNTRY     -  US
 LA1392  USGS QUAD   -  WINDFALL (2019)
 LA1392
 LA1392                         *CURRENT SURVEY CONTROL
 LA1392  ______________________________________________________________________
 LA1392* NAD 83(1986) POSITION- 40 19 10.     (N) 085 57 23.     (W)   SCALED
 LA1392* NAVD 88 ORTHO HEIGHT -   263.596 (meters)      864.81  (feet) ADJUSTED
 LA1392  ______________________________________________________________________
 LA1392  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 LA1392  DYNAMIC HEIGHT  -        263.456 (meters)      864.36  (feet) COMP
 LA1392  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 LA1392
 LA1392  VERT ORDER      -  SECOND    CLASS 0
 LA1392
 LA1392.The horizontal coordinates were scaled from a map and have
 LA1392.an estimated accuracy of +/- 6 seconds.
 LA1392
 LA1392.The orthometric height was determined by differential leveling and
 LA1392.adjusted by the NATIONAL GEODETIC SURVEY
 LA1392.in June 1991.
 LA1392
 LA1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1392.GEOID18 height accuracy estimate available here.
 LA1392
 LA1392.Click photographs - Photos may exist for this station.
 LA1392
 LA1392.The dynamic height is computed by dividing the NAVD 88
 LA1392.geopotential number by the normal gravity value computed on the
 LA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1392.degrees latitude (g = 980.6199 gals.).
 LA1392
 LA1392.The modeled gravity was interpolated from observed gravity values.
 LA1392
 LA1392;                    North         East    Units  Estimated Accuracy
 LA1392;SPC IN E     -   563,030.       75,380.      MT  (+/- 180 meters Scaled)
 LA1392
 LA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886637(NAD 83)
 LA1392
 LA1392                          SUPERSEDED SURVEY CONTROL
 LA1392
 LA1392  NGVD 29 (??/??/92)  263.721  (m)          865.22   (f) ADJ UNCH    2 0
 LA1392
 LA1392.Superseded values are not recommended for survey control.
 LA1392
 LA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1392.See file dsdata.pdf to determine how the superseded data were derived.
 LA1392
 LA1392_MARKER: DB = BENCH MARK DISK
 LA1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA1392_SP_SET: CULVERT HEADWALL
 LA1392_STAMPING: Z 204 1946
 LA1392_MARK LOGO: CGS
 LA1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1392+STABILITY: SURFACE MOTION
 LA1392
 LA1392  HISTORY     - Date     Condition        Report By
 LA1392  HISTORY     - 1946     MONUMENTED       CGS
 LA1392
 LA1392                          STATION DESCRIPTION
 LA1392
 LA1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1392'3 MI S FROM WINDFALL.
 LA1392'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 213 FROM THE MAIN CROSS
 LA1392'ROAD AT WINDFALL, AT A CROSS ROAD, 53 FEET NORTH OF THE CENTER
 LA1392'LINE OF THE GRAVEL CROSS ROAD, 27 FEET EAST OF THE CENTER LINE
 LA1392'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LA1392'CONCRETE HEAD WALL OF A 16 INCH PIPE CULVERT, AND ABOUT 0.5 FOOT
 LA1392'BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0349 ***********************************************************************
 LB0349  DESIGNATION -  Z 205
 LB0349  PID         -  LB0349
 LB0349  STATE/COUNTY-  IN/TIPTON
 LB0349  COUNTRY     -  US
 LB0349  USGS QUAD   -  KOKOMO WEST (2019)
 LB0349
 LB0349                         *CURRENT SURVEY CONTROL
 LB0349  ______________________________________________________________________
 LB0349* NAD 83(1986) POSITION- 40 23 23.     (N) 086 07 38.     (W)   SCALED
 LB0349* NAVD 88 ORTHO HEIGHT -   268.170 (meters)      879.82  (feet) ADJUSTED
 LB0349  ______________________________________________________________________
 LB0349  GEOID HEIGHT    -        -34.412 (meters)                     GEOID18
 LB0349  DYNAMIC HEIGHT  -        268.027 (meters)      879.35  (feet) COMP
 LB0349  MODELED GRAVITY -    980,087.9   (mgal)                       NAVD 88
 LB0349
 LB0349  VERT ORDER      -  SECOND    CLASS 0
 LB0349
 LB0349.The horizontal coordinates were scaled from a map and have
 LB0349.an estimated accuracy of +/- 6 seconds.
 LB0349
 LB0349.The orthometric height was determined by differential leveling and
 LB0349.adjusted by the NATIONAL GEODETIC SURVEY
 LB0349.in June 1991.
 LB0349
 LB0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0349.GEOID18 height accuracy estimate available here.
 LB0349
 LB0349.Click photographs - Photos may exist for this station.
 LB0349
 LB0349.The dynamic height is computed by dividing the NAVD 88
 LB0349.geopotential number by the normal gravity value computed on the
 LB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0349.degrees latitude (g = 980.6199 gals.).
 LB0349
 LB0349.The modeled gravity was interpolated from observed gravity values.
 LB0349
 LB0349;                    North         East    Units  Estimated Accuracy
 LB0349;SPC IN E     -   570,890.       60,900.      MT  (+/- 180 meters Scaled)
 LB0349
 LB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK740713(NAD 83)
 LB0349
 LB0349                          SUPERSEDED SURVEY CONTROL
 LB0349
 LB0349  NGVD 29 (??/??/92)  268.29   (m)          880.2    (f) COMPUTED    2 0
 LB0349
 LB0349.Superseded values are not recommended for survey control.
 LB0349
 LB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0349.See file dsdata.pdf to determine how the superseded data were derived.
 LB0349
 LB0349_MARKER: DB = BENCH MARK DISK
 LB0349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0349_SP_SET: CULVERT HEADWALL
 LB0349_STAMPING: Z 205 1946
 LB0349_MARK LOGO: CGS
 LB0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0349+STABILITY: SURFACE MOTION
 LB0349
 LB0349  HISTORY     - Date     Condition        Report By
 LB0349  HISTORY     - 1946     MONUMENTED       CGS
 LB0349
 LB0349                          STATION DESCRIPTION
 LB0349
 LB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0349'6.8 MI S FROM KOKOMO.
 LB0349'ABOUT 6.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CITY BUILDING
 LB0349'AT KOKOMO, ABOUT 1.0 MILE SOUTH OF THE TIPTON-HOWARD COUNTY LINE,
 LB0349'AT A CROSS ROAD, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LB0349'19 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, SET
 LB0349'IN THE TOP OF THE NORTHEAST CORNER OF THE RIGHT-ANGLE SHAPED
 LB0349'HEAD WALL OF A 5 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT
 LB0349'0.5 FOOT BELOW THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0508 ***********************************************************************
 LB0508  DESIGNATION -  Z 206
 LB0508  PID         -  LB0508
 LB0508  STATE/COUNTY-  IN/TIPTON
 LB0508  COUNTRY     -  US
 LB0508  USGS QUAD   -  TIPTON (2019)
 LB0508
 LB0508                         *CURRENT SURVEY CONTROL
 LB0508  ______________________________________________________________________
 LB0508* NAD 83(1986) POSITION- 40 16 58.     (N) 086 01 52.     (W)   SCALED
 LB0508* NAVD 88 ORTHO HEIGHT -   263.196 (meters)      863.50  (feet) ADJUSTED
 LB0508  ______________________________________________________________________
 LB0508  GEOID HEIGHT    -        -34.362 (meters)                     GEOID18
 LB0508  DYNAMIC HEIGHT  -        263.055 (meters)      863.04  (feet) COMP
 LB0508  MODELED GRAVITY -    980,081.5   (mgal)                       NAVD 88
 LB0508
 LB0508  VERT ORDER      -  SECOND    CLASS 0
 LB0508
 LB0508.The horizontal coordinates were scaled from a map and have
 LB0508.an estimated accuracy of +/- 6 seconds.
 LB0508
 LB0508.The orthometric height was determined by differential leveling and
 LB0508.adjusted by the NATIONAL GEODETIC SURVEY
 LB0508.in June 1991.
 LB0508
 LB0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0508.GEOID18 height accuracy estimate available here.
 LB0508
 LB0508.Click photographs - Photos may exist for this station.
 LB0508
 LB0508.The dynamic height is computed by dividing the NAVD 88
 LB0508.geopotential number by the normal gravity value computed on the
 LB0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0508.degrees latitude (g = 980.6199 gals.).
 LB0508
 LB0508.The modeled gravity was interpolated from observed gravity values.
 LB0508
 LB0508;                    North         East    Units  Estimated Accuracy
 LB0508;SPC IN E     -   558,980.       69,010.      MT  (+/- 180 meters Scaled)
 LB0508
 LB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK823595(NAD 83)
 LB0508
 LB0508                          SUPERSEDED SURVEY CONTROL
 LB0508
 LB0508  NGVD 29 (??/??/92)  263.318  (m)          863.90   (f) ADJ UNCH    2 0
 LB0508
 LB0508.Superseded values are not recommended for survey control.
 LB0508
 LB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0508.See file dsdata.pdf to determine how the superseded data were derived.
 LB0508
 LB0508_MARKER: DB = BENCH MARK DISK
 LB0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0508_STAMPING: Z 206 1946
 LB0508_MARK LOGO: CGS
 LB0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0508+STABILITY: SURFACE MOTION
 LB0508
 LB0508  HISTORY     - Date     Condition        Report By
 LB0508  HISTORY     - 1946     MONUMENTED       CGS
 LB0508
 LB0508                          STATION DESCRIPTION
 LB0508
 LB0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0508'0.5 MI E FROM TIPTON.
 LB0508'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 LB0508'AT TIPTON, AT THE EAST CITY LIMITS OF TIPTON, AND AT THE JUNCTION
 LB0508'OF STATE HIGHWAY 19 LEADING NORTH, SET IN FRONT OF A TYDOL
 LB0508'SERVICE STATION, 77 FEET EAST OF THE CENTER LINE OF HIGHWAY 19,
 LB0508'46 FEET NORTH AND ACROSS HIGHWAY 28 FROM THE CITY LIMIT SIGN, 28
 LB0508'FEET NORTH OF THE CENTER LINE OF HIGHWAY 28, 2.5 FEET SOUTH
 LB0508'OF AN 8 INCH STEEL PIPE SUPPORTING THE SERVICE STATION SIGN,
 LB0508'ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE TOP OF A
 LB0508'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0457 ***********************************************************************
 LB0457  DESIGNATION -  Z 207
 LB0457  PID         -  LB0457
 LB0457  STATE/COUNTY-  IN/CLINTON
 LB0457  COUNTRY     -  US
 LB0457  USGS QUAD   -  HILLISBURG (2019)
 LB0457
 LB0457                         *CURRENT SURVEY CONTROL
 LB0457  ______________________________________________________________________
 LB0457* NAD 83(1986) POSITION- 40 22 25.     (N) 086 15 08.     (W)   SCALED
 LB0457* NAVD 88 ORTHO HEIGHT -   271.025 (meters)      889.19  (feet) ADJUSTED
 LB0457  ______________________________________________________________________
 LB0457  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 LB0457  DYNAMIC HEIGHT  -        270.880 (meters)      888.71  (feet) COMP
 LB0457  MODELED GRAVITY -    980,085.6   (mgal)                       NAVD 88
 LB0457
 LB0457  VERT ORDER      -  SECOND    CLASS 0
 LB0457
 LB0457.The horizontal coordinates were scaled from a map and have
 LB0457.an estimated accuracy of +/- 6 seconds.
 LB0457
 LB0457.The orthometric height was determined by differential leveling and
 LB0457.adjusted by the NATIONAL GEODETIC SURVEY
 LB0457.in June 1991.
 LB0457
 LB0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0457.GEOID18 height accuracy estimate available here.
 LB0457
 LB0457.Click photographs - Photos may exist for this station.
 LB0457
 LB0457.The dynamic height is computed by dividing the NAVD 88
 LB0457.geopotential number by the normal gravity value computed on the
 LB0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0457.degrees latitude (g = 980.6199 gals.).
 LB0457
 LB0457.The modeled gravity was interpolated from observed gravity values.
 LB0457
 LB0457;                    North         East    Units  Estimated Accuracy
 LB0457;SPC IN W     -   569,330.      970,580.      MT  (+/- 180 meters Scaled)
 LB0457
 LB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK634694(NAD 83)
 LB0457
 LB0457                          SUPERSEDED SURVEY CONTROL
 LB0457
 LB0457  NGVD 29 (??/??/92)  271.136  (m)          889.55   (f) ADJ UNCH    2 0
 LB0457
 LB0457.Superseded values are not recommended for survey control.
 LB0457
 LB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0457.See file dsdata.pdf to determine how the superseded data were derived.
 LB0457
 LB0457_MARKER: DB = BENCH MARK DISK
 LB0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0457_STAMPING: Z 207 1946
 LB0457_MARK LOGO: CGS
 LB0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0457+STABILITY: SURFACE MOTION
 LB0457
 LB0457  HISTORY     - Date     Condition        Report By
 LB0457  HISTORY     - 1946     MONUMENTED       CGS
 LB0457
 LB0457                          STATION DESCRIPTION
 LB0457
 LB0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0457'4.2 MI E FROM FOREST.
 LB0457'ABOUT 4.2 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LB0457'FOREST, ABOUT 100 YARDS EAST AND ACROSS THE ROAD FROM A WHITE FARM
 LB0457'HOUSE ON THE SOUTH SIDE OF THE ROAD, SET AT A WOODEN GATE AND
 LB0457'A T FENCE CORNER IN THE NORTH RIGHT-OF-WAY FENCE, 77 FEET
 LB0457'NORTHWEST AND ACROSS THE ROAD FROM A LONE 14 INCH WALNUT TREE,
 LB0457'19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET WEST OF
 LB0457'THE T FENCE CORNER POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LB0457'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1570 ***********************************************************************
 LA1570  DESIGNATION -  Z 208
 LA1570  PID         -  LA1570
 LA1570  STATE/COUNTY-  IN/MADISON
 LA1570  COUNTRY     -  US
 LA1570  USGS QUAD   -  ELWOOD (2019)
 LA1570
 LA1570                         *CURRENT SURVEY CONTROL
 LA1570  ______________________________________________________________________
 LA1570* NAD 83(1986) POSITION- 40 21 50.     (N) 085 50 38.     (W)   SCALED
 LA1570* NAVD 88 ORTHO HEIGHT -   266.571 (meters)      874.58  (feet) ADJUSTED
 LA1570  ______________________________________________________________________
 LA1570  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 LA1570  DYNAMIC HEIGHT  -        266.432 (meters)      874.12  (feet) COMP
 LA1570  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 LA1570
 LA1570  VERT ORDER      -  SECOND    CLASS 0
 LA1570
 LA1570.The horizontal coordinates were scaled from a map and have
 LA1570.an estimated accuracy of +/- 6 seconds.
 LA1570
 LA1570.The orthometric height was determined by differential leveling and
 LA1570.adjusted by the NATIONAL GEODETIC SURVEY
 LA1570.in June 1991.
 LA1570
 LA1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1570.GEOID18 height accuracy estimate available here.
 LA1570
 LA1570.Click photographs - Photos may exist for this station.
 LA1570
 LA1570.The dynamic height is computed by dividing the NAVD 88
 LA1570.geopotential number by the normal gravity value computed on the
 LA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1570.degrees latitude (g = 980.6199 gals.).
 LA1570
 LA1570.The modeled gravity was interpolated from observed gravity values.
 LA1570
 LA1570;                    North         East    Units  Estimated Accuracy
 LA1570;SPC IN E     -   567,940.       84,950.      MT  (+/- 180 meters Scaled)
 LA1570
 LA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK981687(NAD 83)
 LA1570
 LA1570                          SUPERSEDED SURVEY CONTROL
 LA1570
 LA1570  NGVD 29 (??/??/92)  266.700  (m)          875.00   (f) ADJ UNCH    2 0
 LA1570
 LA1570.Superseded values are not recommended for survey control.
 LA1570
 LA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1570.See file dsdata.pdf to determine how the superseded data were derived.
 LA1570
 LA1570_MARKER: DB = BENCH MARK DISK
 LA1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1570_SP_SET: BUILDING
 LA1570_STAMPING: Z 208 1946
 LA1570_MARK LOGO: CGS
 LA1570_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1570
 LA1570  HISTORY     - Date     Condition        Report By
 LA1570  HISTORY     - 1946     MONUMENTED       CGS
 LA1570  HISTORY     - 19761116 GOOD             NGS
 LA1570
 LA1570                          STATION DESCRIPTION
 LA1570
 LA1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1570'AT LEISURE.
 LA1570'AT LEISURE SET VERTICALLY IN THE NORTH FACE OF THE BRICK WALL OF
 LA1570'THE NORTHWEST CORNER OF THE HARMONY CHRISTIAN CHURCH, 1 FOOT EAST
 LA1570'OF THE NORTHWEST CORNER, AND ABOUT 3.0 FEET ABOVE THE GROUND.
 LA1570
 LA1570                          STATION RECOVERY (1976)
 LA1570
 LA1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LA1570'RECOVERED IN GOOD CONDITION.  NOTE--CONSTRUCTION WILL COVER BM AFTER
 LA1570'RESET WAS TIED TO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1979 ***********************************************************************
 LA1979  DESIGNATION -  Z 208 RESET
 LA1979  PID         -  LA1979
 LA1979  STATE/COUNTY-  IN/MADISON
 LA1979  COUNTRY     -  US
 LA1979  USGS QUAD   -  ELWOOD (2019)
 LA1979
 LA1979                         *CURRENT SURVEY CONTROL
 LA1979  ______________________________________________________________________
 LA1979* NAD 83(1986) POSITION- 40 21 50.     (N) 085 50 38.     (W)   SCALED
 LA1979* NAVD 88 ORTHO HEIGHT -   266.00  (+/-2cm)      872.7   (feet) VERTCON3
 LA1979  ______________________________________________________________________
 LA1979  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 LA1979  VERT ORDER      -  THIRD (See Below)
 LA1979
 LA1979.The horizontal coordinates were scaled from a map and have
 LA1979.an estimated accuracy of +/- 6 seconds.
 LA1979
 LA1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1979
 LA1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1979.GEOID18 height accuracy estimate available here.
 LA1979
 LA1979.The vertical order pertains to the NGVD 29 superseded value.
 LA1979
 LA1979.Click photographs - Photos may exist for this station.
 LA1979
 LA1979;                    North         East    Units  Estimated Accuracy
 LA1979;SPC IN E     -   567,940.       84,950.      MT  (+/- 180 meters Scaled)
 LA1979
 LA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK981687(NAD 83)
 LA1979
 LA1979                          SUPERSEDED SURVEY CONTROL
 LA1979
 LA1979  NGVD 29 (08/22/16)  266.12   (m)          873.1    (f) RESET       3  
 LA1979
 LA1979.Superseded values are not recommended for survey control.
 LA1979
 LA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1979.See file dsdata.pdf to determine how the superseded data were derived.
 LA1979
 LA1979_MARKER: DV = VERTICAL CONTROL DISK
 LA1979_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1979_SP_SET: CONCRETE SLAB
 LA1979_STAMPING: Z 208 RESET 1976
 LA1979_MARK LOGO: NGS
 LA1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1979
 LA1979  HISTORY     - Date     Condition        Report By
 LA1979  HISTORY     - 1976     MONUMENTED       NGS
 LA1979  HISTORY     - 19910816 GOOD             USPSQD
 LA1979
 LA1979                          STATION DESCRIPTION
 LA1979
 LA1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LA1979'IN LEISURE.
 LA1979'IN LEISURE, IN A CONCRETE SLAB AT THE WEST SIDE OF THE HARMONY
 LA1979'CHRISTIAN CHURCH AND NEAR THE EXTREME EDGE OF THE SLAB, 4.5 FEET
 LA1979'WEST OF THE WEST WALL AND ABOUT EVEN WITH THE GROUND.
 LA1979
 LA1979                          STATION RECOVERY (1991)
 LA1979
 LA1979'RECOVERY NOTE BY US POWER SQUADRON 1991 (JRP)
 LA1979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0591 ***********************************************************************
 MD0591  HT_MOD      -  This is a Height Modernization Survey Station.
 MD0591  DESIGNATION -  Z 21
 MD0591  PID         -  MD0591
 MD0591  STATE/COUNTY-  IN/STEUBEN
 MD0591  COUNTRY     -  US
 MD0591  USGS QUAD   -  ANGOLA EAST (2019)
 MD0591
 MD0591                         *CURRENT SURVEY CONTROL
 MD0591  ______________________________________________________________________
 MD0591* NAD 83(2011) POSITION- 41 42 03.76629(N) 084 57 23.32372(W)   ADJUSTED
 MD0591* NAD 83(2011) ELLIP HT-   286.652 (meters)        (09/21/23)   ADJUSTED
 MD0591* NAD 83(2011) EPOCH   -  2010.00
 MD0591* NAVD 88 ORTHO HEIGHT -   320.05  (meters)     1050.0   (feet) GPS OBS
 MD0591  ______________________________________________________________________
 MD0591  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 MD0591  NAD 83(2011) X  -    419,286.566 (meters)                     COMP
 MD0591  NAD 83(2011) Y  - -4,750,900.942 (meters)                     COMP
 MD0591  NAD 83(2011) Z  -  4,221,060.617 (meters)                     COMP
 MD0591  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 MD0591
 MD0591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MD0591  Standards:
 MD0591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MD0591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MD0591  -------------------------------------------------------------------
 MD0591  NETWORK    0.57   1.06           0.25   0.21   0.54      0.00857694
 MD0591  -------------------------------------------------------------------
 MD0591  Click here for local accuracies and other accuracy information.
 MD0591
 MD0591.The horizontal coordinates were established by GPS observations
 MD0591.and adjusted by the INDIANA DEPT OF TRANSP in September 2023.
 MD0591
 MD0591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MD0591.been affixed to the stable North American tectonic plate. See 
 MD0591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MD0591
 MD0591.The horizontal coordinates are valid at the epoch date displayed above
 MD0591.which is a decimal equivalence of Year/Month/Day.
 MD0591
 MD0591.The orthometric height was determined by GPS observations and a
 MD0591.high-resolution geoid model using precise GPS observation and
 MD0591.processing techniques.
 MD0591
 MD0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0591.GEOID18 height accuracy estimate available here.
 MD0591
 MD0591.Click photographs - Photos may exist for this station.
 MD0591
 MD0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0591
 MD0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD0591
 MD0591.The ellipsoidal height was determined by GPS observations
 MD0591.and is referenced to NAD 83.
 MD0591
 MD0591. The following values were computed from the NAD 83(2011) position.
 MD0591
 MD0591;                    North         East     Units Scale Factor Converg.
 MD0591;SPC IN E     -   716,657.996   159,112.412   MT  1.00000965   +0 28 20.9
 MD0591;SPC IN E     - 2,351,235.44    522,021.31   sFT  1.00000965   +0 28 20.9
 MD0591;UTM  16      - 4,618,602.217   670,033.606   MT  0.99995579   +1 21 35.2
 MD0591
 MD0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0591!SPC IN E     -   0.99995504  x   1.00000965  =   0.99996469
 MD0591!UTM  16      -   0.99995504  x   0.99995579  =   0.99991083
 MD0591
 MD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7003318602(NAD 83)
 MD0591
 MD0591                          SUPERSEDED SURVEY CONTROL
 MD0591
 MD0591  NAD 83(2011)-  41 42 03.76536(N)    084 57 23.32255(W) AD(2010.00) 0
 MD0591  ELLIP H (06/27/12)  286.885  (m)                       GP(2010.00)    
 MD0591  NAD 83(2007)-  41 42 03.76534(N)    084 57 23.32319(W) AD(2002.00) 0
 MD0591  ELLIP H (02/10/07)  286.882  (m)                       GP(2002.00)    
 MD0591  NAD 83(1997)-  41 42 03.76524(N)    084 57 23.32263(W) AD(       ) 1
 MD0591  ELLIP H (05/25/99)  286.946  (m)                       GP(       ) 4 1
 MD0591  NAD 83(1995)-  41 42 03.76524(N)    084 57 23.32263(W) AD(       ) 1
 MD0591  NAD 83(1994)-  41 42 03.76530(N)    084 57 23.32265(W) AD(       ) 1
 MD0591  NAD 83(1986)-  41 42 03.76724(N)    084 57 23.33719(W) AD(       ) 1
 MD0591  NAVD 88             319.99   (m)         1049.8    (f) LEVELING    3  
 MD0591  NAVD 88 (06/15/91)  319.985  (m)         1049.82   (f) ADJUSTED    2 0
 MD0591  NGVD 29 (??/??/92)  320.114  (m)         1050.24   (f) ADJ UNCH    2 0
 MD0591
 MD0591.Superseded values are not recommended for survey control.
 MD0591
 MD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0591.See file dsdata.pdf to determine how the superseded data were derived.
 MD0591
 MD0591_MARKER: DB = BENCH MARK DISK
 MD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0591_STAMPING: Z 21 1934
 MD0591_MARK LOGO: CGS
 MD0591_PROJECTION: PROJECTING 25 CENTIMETERS
 MD0591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0591+STABILITY: SURFACE MOTION
 MD0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0591+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 MD0591
 MD0591  HISTORY     - Date     Condition        Report By
 MD0591  HISTORY     - 1934     MONUMENTED       CGS
 MD0591  HISTORY     - 1960     GOOD             CGS
 MD0591  HISTORY     - 1960     GOOD             CGS
 MD0591  HISTORY     - 19870730 GOOD             NGS
 MD0591  HISTORY     - 19921203 GOOD             OHPLS
 MD0591  HISTORY     - 19930115 GOOD
 MD0591  HISTORY     - 20091208 GOOD             FOXCON
 MD0591  HISTORY     - 20150811 GOOD             LFA
 MD0591  HISTORY     - 20180322 GOOD             INDOT
 MD0591  HISTORY     - 20180529 GOOD             MIDT
 MD0591
 MD0591                          STATION DESCRIPTION
 MD0591
 MD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MD0591'2.5 MI SW FROM FREMONT.
 MD0591'2.0 MILES SW LY ALONG NEW YORK CENTRAL RAILROAD FROM THE STATION
 MD0591'AT FREMONT (RAILROAD STATION IS ABOUT 0.5 MILE S OF MAIN
 MD0591'BUSINESS CORNER--- THERE IS PROSPECT OF REMOVAL-- NO TRAINS RUN
 MD0591'S OF PLEASANT LAKE IN TWO YEARS) OR 2.0 MILES SW LY ALONG NO.
 MD0591'827 INDIANA HWY. FROM THE CROSSING NEAR THE RAILROAD STATION
 MD0591'THENCE 0.2 MILE W ON GRAVEL ROAD TO MARK ON LEFT, 47 FEET S OF
 MD0591'CENTER LINE OF ROAD, 45.4 FEET SE OF SE RAIL, 1.6 FEET LOWER
 MD0591'THAN TOP OF SAME, 2 FEET NW OF A FENCE, AND PROJECTING 0.6 FOOT
 MD0591'ABOVE GROUND.
 MD0591
 MD0591                          STATION RECOVERY (1960)
 MD0591
 MD0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MD0591'RECOVERED IN GOOD CONDITION.
 MD0591
 MD0591                          STATION RECOVERY (1987)
 MD0591
 MD0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MD0591'FROM THE JUNCTION OF STATE ROUTE 127 AND STATE ROUTE 827, 0.7 MILE
 MD0591'(1.1 KM) NORTH OF THE TRAFFIC CIRCLE IN THE CENTER OF ANGOLA, GO
 MD0591'NORTHERLY ON STATE ROUTE 827 FOR 4.9 MILES (7.9 KM) TO A SIDE ROAD
 MD0591'LEFT, COUNTY ROAD 400 N., TURN LEFT AND GO WEST ON COUNTY ROAD 400 N
 MD0591'FOR 0.2 MILES (0.3 KM) TO THE MARK ON LEFT JUST BEFORE CROSSING
 MD0591'RAILROAD TRACK.  LOCATED 50.0 FEET (15.2 M) NORTH-NORTHEAST FROM A
 MD0591'FENCE CORNER, 47.0 FEET (14.3 M) SOUTH FROM THE CENTER OF COUNTY ROAD
 MD0591'400 N., 45.4 FEET (13.8 M) SOUTHEAST FROM THE EAST RAIL AND 1.0 FOOT
 MD0591'(0.3 M) SOUTH FROM A WITNESS POST.
 MD0591
 MD0591                          STATION RECOVERY (1992)
 MD0591
 MD0591'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYORS OF OHIO 1992
 MD0591'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF ANGOLA, 4 KM
 MD0591'(2.50 MI) SOUTHWEST OF FREMONT, AND NEAR THE JUNCTION OF COUNTY ROAD
 MD0591'400 AND A RAILROAD. TO REACH FROM THE JUNCTION OF STATE ROUTES 120
 MD0591'AND 827 IN FREMONT, GO SOUTH 2.4 KM (1.50 MI) ON ROUTE 827 TO THE
 MD0591'INTERSTATE 80 OVERPASS, CONTINUE SOUTH ON ROUTE 827 FOR 1.5 KM
 MD0591'(0.95 MI) , THEN TURN RIGHT AND GO EAST ON COUNTY ROAD 400 FOR 0.3 KM
 MD0591'(0.20 MI) TO A RAILROAD CROSSING AND THE MARK ON THE LEFT. IT IS 15.7
 MD0591'M (51.5 FT) SOUTHEAST OF THE CENTER OF THE CROSSING, 13.7 M
 MD0591'(44.9 FT) SOUTH OF THE ROAD CENTERLINE, 13.8 M (45.3 FT)
 MD0591'EAST-SOUTHEAST OF THE EAST RAIL, 15.4 M (50.5 FT) NORTH-NORTHEAST OF A
 MD0591'FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND
 MD0591'SET IN A 0.15 M (0.49 FT) SQUARE CONCRETE POST PROJECTING 0.25 M
 MD0591'(0.82 FT) .
 MD0591
 MD0591                          STATION RECOVERY (1993)
 MD0591
 MD0591'RECOVERED 1993
 MD0591'RECOVERED IN GOOD CONDITION.
 MD0591
 MD0591                          STATION RECOVERY (2009)
 MD0591
 MD0591'RECOVERY NOTE BY FOX CONTRACTORS 2009 (DB)
 MD0591'RECOVERED IN GOOD CONDITION
 MD0591
 MD0591                          STATION RECOVERY (2015)
 MD0591
 MD0591'RECOVERY NOTE BY LAWSON-FISHER ASSOCIATES PC 2015 (SST)
 MD0591'AN 8 INCH WALNUT TREE LOCATED APPROXIMATELY 10 FT (3.0 M) EAST OF THE
 MD0591'MARK IS OBSTRUCTING THE GPS VIEW.
 MD0591
 MD0591                          STATION RECOVERY (2018)
 MD0591
 MD0591'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (ADR)
 MD0591'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST OF ORLAND, 6.8 MI
 MD0591'(10.9 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 5.1 MI (8.2 KM)
 MD0591'NORTH-NORTHEAST OF ANGOLA.
 MD0591'
 MD0591'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 827 AND
 MD0591'INTERSTATE 90, TRAVEL SOUTHWEST 0.91 MI (1.46 KM) ALONG STATE ROAD 827
 MD0591'TO COUNTY ROAD EAST 400 SOUTH.  TURN RIGHT (WEST) AND TRAVEL 0.20 MI
 MD0591'(0.32 KM) WEST TO THE MONUMENT ON THE LEFT (SOUTH) SIDE OF THE ROAD,
 MD0591'LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF COUNTY ROAD
 MD0591'EAST 400 WEST AND THE INDIANA NORTH EASTERN RAIL ROAD.
 MD0591'
 MD0591'THE STATION IS APPROXIMATELY 2 FT (0.6 M) LOWER THAN THE LEVEL OF THE
 MD0591'ROAD AND IS LOCATED 47 FT (14.3 M) SOUTH OF THE ROAD CENTERLINE, 90 FT
 MD0591'(27.4 M) SOUTHWEST OF NIPSCO POWER POLE 495-160, 63 FT (19.2 M) SOUTH
 MD0591'OF RAILROAD CROSSING POST ON THE NORTH SIDE OF THE ROAD AND 11 FT (3.4
 MD0591'M) WEST OF 12 INCH DIAMETER WALNUT TREE.
 MD0591
 MD0591                          STATION RECOVERY (2018)
 MD0591
 MD0591'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2018 (BW)
 MD0591'THE MARK IS NOT SUITABLE FOR GPS BECAUSE OF A TREE NEARBY.  THE MARK
 MD0591'IS ALSO FOUND IN A FIELD OF TALL GRASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0128 ***********************************************************************
 LB0128  DESIGNATION -  Z 210
 LB0128  PID         -  LB0128
 LB0128  STATE/COUNTY-  IN/HOWARD
 LB0128  COUNTRY     -  US
 LB0128  USGS QUAD   -  MIAMI (2019)
 LB0128
 LB0128                         *CURRENT SURVEY CONTROL
 LB0128  ______________________________________________________________________
 LB0128* NAD 83(1986) POSITION- 40 30 48.     (N) 086 04 10.     (W)   SCALED
 LB0128* NAVD 88 ORTHO HEIGHT -   252.009 (meters)      826.80  (feet) ADJUSTED
 LB0128  ______________________________________________________________________
 LB0128  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 LB0128  DYNAMIC HEIGHT  -        251.879 (meters)      826.37  (feet) COMP
 LB0128  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 LB0128
 LB0128  VERT ORDER      -  SECOND    CLASS 0
 LB0128
 LB0128.The horizontal coordinates were scaled from a map and have
 LB0128.an estimated accuracy of +/- 6 seconds.
 LB0128
 LB0128.The orthometric height was determined by differential leveling and
 LB0128.adjusted by the NATIONAL GEODETIC SURVEY
 LB0128.in June 1991.
 LB0128
 LB0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0128.GEOID18 height accuracy estimate available here.
 LB0128
 LB0128.Click photographs - Photos may exist for this station.
 LB0128
 LB0128.The dynamic height is computed by dividing the NAVD 88
 LB0128.geopotential number by the normal gravity value computed on the
 LB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0128.degrees latitude (g = 980.6199 gals.).
 LB0128
 LB0128.The modeled gravity was interpolated from observed gravity values.
 LB0128
 LB0128;                    North         East    Units  Estimated Accuracy
 LB0128;SPC IN E     -   584,590.       65,870.      MT  (+/- 180 meters Scaled)
 LB0128
 LB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK788851(NAD 83)
 LB0128
 LB0128                          SUPERSEDED SURVEY CONTROL
 LB0128
 LB0128  NGVD 29 (??/??/92)  252.132  (m)          827.20   (f) ADJ UNCH    2 0
 LB0128
 LB0128.Superseded values are not recommended for survey control.
 LB0128
 LB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0128.See file dsdata.pdf to determine how the superseded data were derived.
 LB0128
 LB0128_MARKER: DB = BENCH MARK DISK
 LB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0128_STAMPING: Z 210 1946
 LB0128_MARK LOGO: CGS
 LB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0128+STABILITY: SURFACE MOTION
 LB0128
 LB0128  HISTORY     - Date     Condition        Report By
 LB0128  HISTORY     - 1946     MONUMENTED       CGS
 LB0128
 LB0128                          STATION DESCRIPTION
 LB0128
 LB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0128'4.6 MI NE FROM KOKOMO.
 LB0128'3.4 MILES EAST ALONG A PAVED ROAD (SYCAMORE STREET-PROLONGED),
 LB0128'FROM THE COURT HOUSE AT KOKOMO, THENCE ABOUT 1.15 MILES
 LB0128'NORTH ALONG A BLACK TOP ROAD, AT AN EAST-WEST GRAVEL ROAD
 LB0128'CROSSING, 24 FEET EAST OF THE CENTER LINE OF THE BLACK TOP
 LB0128'ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 LB0128'61 FEET SOUTH OF POWER POLE 6-201/162, 7 FEET NORTH OF A
 LB0128'FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE ABOUT LEVEL WITH
 LB0128'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0128'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1832 ***********************************************************************
 LA1832  DESIGNATION -  Z 212
 LA1832  PID         -  LA1832
 LA1832  STATE/COUNTY-  IN/HUNTINGTON
 LA1832  COUNTRY     -  US
 LA1832  USGS QUAD   -  MOUNT ETNA (2019)
 LA1832
 LA1832                         *CURRENT SURVEY CONTROL
 LA1832  ______________________________________________________________________
 LA1832* NAD 83(1986) POSITION- 40 44 15.     (N) 085 32 32.     (W)   SCALED
 LA1832* NAVD 88 ORTHO HEIGHT -   229.170 (meters)      751.87  (feet) ADJUSTED
 LA1832  ______________________________________________________________________
 LA1832  GEOID HEIGHT    -        -34.185 (meters)                     GEOID18
 LA1832  DYNAMIC HEIGHT  -        229.058 (meters)      751.50  (feet) COMP
 LA1832  MODELED GRAVITY -    980,130.6   (mgal)                       NAVD 88
 LA1832
 LA1832  VERT ORDER      -  SECOND    CLASS 0
 LA1832
 LA1832.The horizontal coordinates were scaled from a map and have
 LA1832.an estimated accuracy of +/- 6 seconds.
 LA1832
 LA1832.The orthometric height was determined by differential leveling and
 LA1832.adjusted by the NATIONAL GEODETIC SURVEY
 LA1832.in June 1991.
 LA1832
 LA1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1832.GEOID18 height accuracy estimate available here.
 LA1832
 LA1832.Click photographs - Photos may exist for this station.
 LA1832
 LA1832.The dynamic height is computed by dividing the NAVD 88
 LA1832.geopotential number by the normal gravity value computed on the
 LA1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1832.degrees latitude (g = 980.6199 gals.).
 LA1832
 LA1832.The modeled gravity was interpolated from observed gravity values.
 LA1832
 LA1832;                    North         East    Units  Estimated Accuracy
 LA1832;SPC IN E     -   609,420.      110,510.      MT  (+/- 180 meters Scaled)
 LA1832
 LA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL230106(NAD 83)
 LA1832
 LA1832                          SUPERSEDED SURVEY CONTROL
 LA1832
 LA1832  NGVD 29 (??/??/92)  229.304  (m)          752.31   (f) ADJ UNCH    2 0
 LA1832
 LA1832.Superseded values are not recommended for survey control.
 LA1832
 LA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1832.See file dsdata.pdf to determine how the superseded data were derived.
 LA1832
 LA1832_MARKER: DB = BENCH MARK DISK
 LA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1832_STAMPING: Z 212 1947
 LA1832_MARK LOGO: CGS
 LA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1832+STABILITY: SURFACE MOTION
 LA1832
 LA1832  HISTORY     - Date     Condition        Report By
 LA1832  HISTORY     - 1947     MONUMENTED       CGS
 LA1832
 LA1832                          STATION DESCRIPTION
 LA1832
 LA1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1832'1.2 MI E FROM MT ETNA.
 LA1832'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 LA1832'OF STATE HIGHWAY 9 AND 37 AT MT. ETNA, ABOUT 0.05 MILE EAST OF THE
 LA1832'STEEL BRIDGE OVER RICHLAND CREEK, IN THE WEST ANGLE OF A WOODS
 LA1832'ROAD LEADING NORTHWEST, 37 FEET NORTH OF THE CENTER LINE OF THE
 LA1832'HIGHWAY, 14 FEET SOUTHWEST OF THE WOODS ROAD, 4 FEET WEST OF A
 LA1832'TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 LA1832'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA1832'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1182 ***********************************************************************
 LA1182  DESIGNATION -  Z 214
 LA1182  PID         -  LA1182
 LA1182  STATE/COUNTY-  IN/BLACKFORD
 LA1182  COUNTRY     -  US
 LA1182  USGS QUAD   -  HARTFORD CITY EAST (2019)
 LA1182
 LA1182                         *CURRENT SURVEY CONTROL
 LA1182  ______________________________________________________________________
 LA1182* NAD 83(1986) POSITION- 40 27 54.     (N) 085 22 14.     (W)   SCALED
 LA1182* NAVD 88 ORTHO HEIGHT -   280.082 (meters)      918.90  (feet) ADJUSTED
 LA1182  ______________________________________________________________________
 LA1182  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 LA1182  DYNAMIC HEIGHT  -        279.940 (meters)      918.44  (feet) COMP
 LA1182  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 LA1182
 LA1182  VERT ORDER      -  SECOND    CLASS 0
 LA1182
 LA1182.The horizontal coordinates were scaled from a map and have
 LA1182.an estimated accuracy of +/- 6 seconds.
 LA1182
 LA1182.The orthometric height was determined by differential leveling and
 LA1182.adjusted by the NATIONAL GEODETIC SURVEY
 LA1182.in June 1991.
 LA1182
 LA1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1182.GEOID18 height accuracy estimate available here.
 LA1182
 LA1182.Click photographs - Photos may exist for this station.
 LA1182
 LA1182.The dynamic height is computed by dividing the NAVD 88
 LA1182.geopotential number by the normal gravity value computed on the
 LA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1182.degrees latitude (g = 980.6199 gals.).
 LA1182
 LA1182.The modeled gravity was interpolated from observed gravity values.
 LA1182
 LA1182;                    North         East    Units  Estimated Accuracy
 LA1182;SPC IN E     -   579,190.      125,110.      MT  (+/- 180 meters Scaled)
 LA1182
 LA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381806(NAD 83)
 LA1182
 LA1182                          SUPERSEDED SURVEY CONTROL
 LA1182
 LA1182  NGVD 29 (??/??/92)  280.215  (m)          919.34   (f) ADJ UNCH    2 0
 LA1182
 LA1182.Superseded values are not recommended for survey control.
 LA1182
 LA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1182.See file dsdata.pdf to determine how the superseded data were derived.
 LA1182
 LA1182_MARKER: DB = BENCH MARK DISK
 LA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1182_STAMPING: Z 214 1947
 LA1182_MARK LOGO: CGS
 LA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1182+STABILITY: SURFACE MOTION
 LA1182
 LA1182  HISTORY     - Date     Condition        Report By
 LA1182  HISTORY     - 1947     MONUMENTED       CGS
 LA1182
 LA1182                          STATION DESCRIPTION
 LA1182
 LA1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1182'0.6 MI N FROM HARTFORD CITY.
 LA1182'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE CITY SCHOOL
 LA1182'AT HARTFORD CITY, AT THE NORTH CITY LIMITS, 25 FEET NORTH OF THE
 LA1182'CENTER LINE OF AN EAST-WEST BLACK TOP STREET, 29 FEET WEST OF THE
 LA1182'CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF THE CITY LIMIT
 LA1182'SIGN, 5 FEET NORTH OF TELEPHONE POLE 819, 1 FOOT EAST OF THE
 LA1182'FENCE LINE, 7.5 FEET NORTH OF A FENCE CORNER POST, 1.5 FEET SOUTH
 LA1182'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY
 LA1182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0967 ***********************************************************************
 LA0967  DESIGNATION -  Z 215
 LA0967  PID         -  LA0967
 LA0967  STATE/COUNTY-  IN/HUNTINGTON
 LA0967  COUNTRY     -  US
 LA0967  USGS QUAD   -  WARREN (2019)
 LA0967
 LA0967                         *CURRENT SURVEY CONTROL
 LA0967  ______________________________________________________________________
 LA0967* NAD 83(1986) POSITION- 40 40 51.     (N) 085 25 40.     (W)   SCALED
 LA0967* NAVD 88 ORTHO HEIGHT -   248.377 (meters)      814.88  (feet) ADJUSTED
 LA0967  ______________________________________________________________________
 LA0967  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 LA0967  DYNAMIC HEIGHT  -        248.254 (meters)      814.48  (feet) COMP
 LA0967  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 LA0967
 LA0967  VERT ORDER      -  SECOND    CLASS 0
 LA0967
 LA0967.The horizontal coordinates were scaled from a map and have
 LA0967.an estimated accuracy of +/- 6 seconds.
 LA0967
 LA0967.The orthometric height was determined by differential leveling and
 LA0967.adjusted by the NATIONAL GEODETIC SURVEY
 LA0967.in June 1991.
 LA0967
 LA0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0967.GEOID18 height accuracy estimate available here.
 LA0967
 LA0967.Click photographs - Photos may exist for this station.
 LA0967
 LA0967.The dynamic height is computed by dividing the NAVD 88
 LA0967.geopotential number by the normal gravity value computed on the
 LA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0967.degrees latitude (g = 980.6199 gals.).
 LA0967
 LA0967.The modeled gravity was interpolated from observed gravity values.
 LA0967
 LA0967;                    North         East    Units  Estimated Accuracy
 LA0967;SPC IN E     -   603,140.      120,200.      MT  (+/- 180 meters Scaled)
 LA0967
 LA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL328045(NAD 83)
 LA0967
 LA0967                          SUPERSEDED SURVEY CONTROL
 LA0967
 LA0967  NGVD 29 (??/??/92)  248.510  (m)          815.32   (f) ADJ UNCH    2 0
 LA0967
 LA0967.Superseded values are not recommended for survey control.
 LA0967
 LA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0967.See file dsdata.pdf to determine how the superseded data were derived.
 LA0967
 LA0967_MARKER: DB = BENCH MARK DISK
 LA0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0967_SP_SET: BRIDGE
 LA0967_STAMPING: Z 215 1947
 LA0967_MARK LOGO: CGS
 LA0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0967
 LA0967  HISTORY     - Date     Condition        Report By
 LA0967  HISTORY     - 1947     MONUMENTED       CGS
 LA0967  HISTORY     - 1962     GOOD             CGS
 LA0967
 LA0967                          STATION DESCRIPTION
 LA0967
 LA0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0967'AT WARREN.
 LA0967'AT WARREN, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 218 FROM ITS
 LA0967'JUNCTION WITH STATE HIGHWAY 5, SET IN THE TOP OF THE NORTHEAST END
 LA0967'OF THE SOUTHWEST STONE WING WALL OF A STEEL BRIDGE OVER SALAMONIE
 LA0967'RIVER, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 LA0967'WEST OF THE WEST STEEL RAILING OF THE SIDEWALK ON THE WEST SIDE
 LA0967'OF THE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 LA0967
 LA0967                          STATION RECOVERY (1962)
 LA0967
 LA0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LA0967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1495 ***********************************************************************
 LA1495  DESIGNATION -  Z 216
 LA1495  PID         -  LA1495
 LA1495  STATE/COUNTY-  IN/GRANT
 LA1495  COUNTRY     -  US
 LA1495  USGS QUAD   -  FAIRMOUNT (2019)
 LA1495
 LA1495                         *CURRENT SURVEY CONTROL
 LA1495  ______________________________________________________________________
 LA1495* NAD 83(1986) POSITION- 40 23 38.     (N) 085 38 05.     (W)   SCALED
 LA1495* NAVD 88 ORTHO HEIGHT -   268.108 (meters)      879.62  (feet) ADJUSTED
 LA1495  ______________________________________________________________________
 LA1495  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 LA1495  DYNAMIC HEIGHT  -        267.970 (meters)      879.16  (feet) COMP
 LA1495  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 LA1495
 LA1495  VERT ORDER      -  SECOND    CLASS 0
 LA1495
 LA1495.The horizontal coordinates were scaled from a map and have
 LA1495.an estimated accuracy of +/- 6 seconds.
 LA1495
 LA1495.The orthometric height was determined by differential leveling and
 LA1495.adjusted by the NATIONAL GEODETIC SURVEY
 LA1495.in June 1991.
 LA1495
 LA1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1495.GEOID18 height accuracy estimate available here.
 LA1495
 LA1495.Click photographs - Photos may exist for this station.
 LA1495
 LA1495.The dynamic height is computed by dividing the NAVD 88
 LA1495.geopotential number by the normal gravity value computed on the
 LA1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1495.degrees latitude (g = 980.6199 gals.).
 LA1495
 LA1495.The modeled gravity was interpolated from observed gravity values.
 LA1495
 LA1495;                    North         East    Units  Estimated Accuracy
 LA1495;SPC IN E     -   571,250.      102,710.      MT  (+/- 180 meters Scaled)
 LA1495
 LA1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK158723(NAD 83)
 LA1495
 LA1495                          SUPERSEDED SURVEY CONTROL
 LA1495
 LA1495  NGVD 29 (??/??/92)  268.247  (m)          880.07   (f) ADJ UNCH    2 0
 LA1495
 LA1495.Superseded values are not recommended for survey control.
 LA1495
 LA1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1495.See file dsdata.pdf to determine how the superseded data were derived.
 LA1495
 LA1495_MARKER: DB = BENCH MARK DISK
 LA1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1495_STAMPING: Z 216 1947
 LA1495_MARK LOGO: CGS
 LA1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1495+STABILITY: SURFACE MOTION
 LA1495
 LA1495  HISTORY     - Date     Condition        Report By
 LA1495  HISTORY     - 1947     MONUMENTED       CGS
 LA1495  HISTORY     - 20180914 MARK NOT FOUND   INDOT
 LA1495
 LA1495                          STATION DESCRIPTION
 LA1495
 LA1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1495'2.2 MI SE FROM FAIRMOUNT.
 LA1495'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LA1495'FROM THE STATION AT FAIRMOUNT, THENCE ABOUT 0.55 MILE EAST
 LA1495'ALONG A GRAVEL COUNTY ROAD, AT THE JUNCTION OF A ROAD LEADING
 LA1495'NORTH, 19.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET
 LA1495'EAST OF THE CENTER LINE OF THE ROAD NORTH, 4 FEET WEST OF
 LA1495'A TELEPHONE POLE, 2 FEET EAST OF A GATE POST, 1 FOOT SOUTH OF
 LA1495'A FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 LA1495'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA1495'POST PROJECTING 6 INCHES.
 LA1495
 LA1495                          STATION RECOVERY (2018)
 LA1495
 LA1495'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (DJB)
 LA1495'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1554 ***********************************************************************
 LA1554  DESIGNATION -  Z 217 RESET
 LA1554  PID         -  LA1554
 LA1554  STATE/COUNTY-  IN/DELAWARE
 LA1554  COUNTRY     -  US
 LA1554  USGS QUAD   -  GASTON (2019)
 LA1554
 LA1554                         *CURRENT SURVEY CONTROL
 LA1554  ______________________________________________________________________
 LA1554* NAD 83(1986) POSITION- 40 16 36.1    (N) 085 33 12.9    (W)   HD_HELD2
 LA1554* NAVD 88 ORTHO HEIGHT -   273.46  (meters)      897.2   (feet) RESET
 LA1554  ______________________________________________________________________
 LA1554  GEOID HEIGHT    -        -34.029 (meters)                     GEOID18
 LA1554  VERT ORDER      -  THIRD
 LA1554
 LA1554.The horizontal coordinates were established by autonomous hand held GPS
 LA1554.observations and have an estimated accuracy of +/- 10 meters.
 LA1554
 LA1554.The orthometric height was computed from unverified reset data.
 LA1554
 LA1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1554.GEOID18 height accuracy estimate available here.
 LA1554
 LA1554.Click photographs - Photos may exist for this station.
 LA1554
 LA1554;                    North         East    Units  Estimated Accuracy
 LA1554;SPC IN E     -   558,246.      109,617.      MT  (+/- 10 meters HH2 GPS)
 LA1554
 LA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2296859471(NAD 83)
 LA1554
 LA1554                          SUPERSEDED SURVEY CONTROL
 LA1554
 LA1554  NGVD 29 (??/??/??)  273.60   (m)          897.6    (f) RESET       3  
 LA1554
 LA1554.Superseded values are not recommended for survey control.
 LA1554
 LA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1554.See file dsdata.pdf to determine how the superseded data were derived.
 LA1554
 LA1554_MARKER: DB = BENCH MARK DISK
 LA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1554_STAMPING: Z 217 RESET 1963
 LA1554_MARK LOGO: CGS
 LA1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1554+STABILITY: SURFACE MOTION
 LA1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1554+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2014
 LA1554
 LA1554  HISTORY     - Date     Condition        Report By
 LA1554  HISTORY     - 1963     MONUMENTED       INHD
 LA1554  HISTORY     - 1964     GOOD             CGS
 LA1554  HISTORY     - 20140704 GOOD             GEOCAC
 LA1554
 LA1554                          STATION DESCRIPTION
 LA1554
 LA1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LA1554'6.1 MI E FROM ALEXANDRIA.
 LA1554'ABOUT 6.1 MILES EAST ALONG STATE HIGHWAY 28, AT THE JUNCTION OF A
 LA1554'GRAVEL ROAD LEADING NORTH, 34 FEET WEST OF THE CENTERLINE OF THE
 LA1554'SIDE ROAD, 48.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT
 LA1554'STATION 62+18 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1554'6 INCHES.
 LA1554
 LA1554                          STATION RECOVERY (2014)
 LA1554
 LA1554'RECOVERY NOTE BY GEOCACHING 2014 (REW)
 LA1554'AS DESCRIBED WITH THE FOLLOWING ADDITIONAL INFO. APPROX. 2 FEET
 LA1554'EAST-NORTHEAST OF A POWER POLE, AND APPROX. 4 INCHES NORTH OF A
 LA1554'WITNESS POST. THE MARK HAS SOME DAMAGE PARTIALLY OBSCURING THE NAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1506 ***********************************************************************
 LA1506  DESIGNATION -  Z 218
 LA1506  PID         -  LA1506
 LA1506  STATE/COUNTY-  IN/MADISON
 LA1506  COUNTRY     -  US
 LA1506  USGS QUAD   -  ANDERSON NORTH (2019)
 LA1506
 LA1506                         *CURRENT SURVEY CONTROL
 LA1506  ______________________________________________________________________
 LA1506* NAD 83(1986) POSITION- 40 11 38.     (N) 085 37 55.     (W)   SCALED
 LA1506* NAVD 88 ORTHO HEIGHT -   271.397 (meters)      890.41  (feet) ADJUSTED
 LA1506  ______________________________________________________________________
 LA1506  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 LA1506  DYNAMIC HEIGHT  -        271.254 (meters)      889.94  (feet) COMP
 LA1506  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 LA1506
 LA1506  VERT ORDER      -  SECOND    CLASS 0
 LA1506
 LA1506.The horizontal coordinates were scaled from a map and have
 LA1506.an estimated accuracy of +/- 6 seconds.
 LA1506
 LA1506.The orthometric height was determined by differential leveling and
 LA1506.adjusted by the NATIONAL GEODETIC SURVEY
 LA1506.in June 1991.
 LA1506
 LA1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1506.GEOID18 height accuracy estimate available here.
 LA1506
 LA1506.Click photographs - Photos may exist for this station.
 LA1506
 LA1506.The dynamic height is computed by dividing the NAVD 88
 LA1506.geopotential number by the normal gravity value computed on the
 LA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1506.degrees latitude (g = 980.6199 gals.).
 LA1506
 LA1506.The modeled gravity was interpolated from observed gravity values.
 LA1506
 LA1506;                    North         East    Units  Estimated Accuracy
 LA1506;SPC IN E     -   549,050.      102,960.      MT  (+/- 180 meters Scaled)
 LA1506
 LA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK164501(NAD 83)
 LA1506
 LA1506                          SUPERSEDED SURVEY CONTROL
 LA1506
 LA1506  NGVD 29 (??/??/92)  271.538  (m)          890.87   (f) ADJ UNCH    2 0
 LA1506
 LA1506.Superseded values are not recommended for survey control.
 LA1506
 LA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1506.See file dsdata.pdf to determine how the superseded data were derived.
 LA1506
 LA1506_MARKER: DB = BENCH MARK DISK
 LA1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1506_STAMPING: Z 218 1947
 LA1506_MARK LOGO: CGS
 LA1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1506+STABILITY: SURFACE MOTION
 LA1506
 LA1506  HISTORY     - Date     Condition        Report By
 LA1506  HISTORY     - 1947     MONUMENTED       CGS
 LA1506
 LA1506                          STATION DESCRIPTION
 LA1506
 LA1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1506'2.6 MI E FROM LINWOOD.
 LA1506'ABOUT 2.55 MILES EAST ALONG A COUNTY ROAD LEADING TO MOONVILLE
 LA1506'FROM THE GRAIN ELEVATOR AT LINWOOD, ABOUT 1.65 MILES WEST OF THE
 LA1506'CROSSROADS AT MOONVILLE, AT A CROSS ROAD, 32 FEET NORTH OF THE
 LA1506'CENTER LINE OF THE EAST-WEST ROAD, 15 FEET EAST OF THE CENTER
 LA1506'LINE OF THE NORTH-SOUTH ROAD, 64.5 FEET EAST AND ACROSS THE
 LA1506'NORTH-SOUTH ROAD FROM THE NORTHEAST GAS PUMP OF A PHILLIPS
 LA1506'SERVICE STATION, 12.5 FEET NORTH OF A FENCE CORNER, 1.0 FOOT
 LA1506'WEST OF A FENCE LINE, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA1506'POST, 1 FOOT BELOW THE INTERSECTION AND SET IN THE TOP OF A
 LA1506'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1211 ***********************************************************************
 LA1211  DESIGNATION -  Z 219
 LA1211  PID         -  LA1211
 LA1211  STATE/COUNTY-  IN/DELAWARE
 LA1211  COUNTRY     -  US
 LA1211  USGS QUAD   -  WHEELING (2019)
 LA1211
 LA1211                         *CURRENT SURVEY CONTROL
 LA1211  ______________________________________________________________________
 LA1211* NAD 83(1986) POSITION- 40 18 21.     (N) 085 25 27.     (W)   SCALED
 LA1211* NAVD 88 ORTHO HEIGHT -   275.339 (meters)      903.34  (feet) ADJUSTED
 LA1211  ______________________________________________________________________
 LA1211  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 LA1211  DYNAMIC HEIGHT  -        275.196 (meters)      902.87  (feet) COMP
 LA1211  MODELED GRAVITY -    980,099.0   (mgal)                       NAVD 88
 LA1211
 LA1211  VERT ORDER      -  SECOND    CLASS 0
 LA1211
 LA1211.The horizontal coordinates were scaled from a map and have
 LA1211.an estimated accuracy of +/- 6 seconds.
 LA1211
 LA1211.The orthometric height was determined by differential leveling and
 LA1211.adjusted by the NATIONAL GEODETIC SURVEY
 LA1211.in June 1991.
 LA1211
 LA1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1211.GEOID18 height accuracy estimate available here.
 LA1211
 LA1211.Click photographs - Photos may exist for this station.
 LA1211
 LA1211.The dynamic height is computed by dividing the NAVD 88
 LA1211.geopotential number by the normal gravity value computed on the
 LA1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1211.degrees latitude (g = 980.6199 gals.).
 LA1211
 LA1211.The modeled gravity was interpolated from observed gravity values.
 LA1211
 LA1211;                    North         East    Units  Estimated Accuracy
 LA1211;SPC IN E     -   561,500.      120,620.      MT  (+/- 180 meters Scaled)
 LA1211
 LA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK339628(NAD 83)
 LA1211
 LA1211                          SUPERSEDED SURVEY CONTROL
 LA1211
 LA1211  NGVD 29 (??/??/92)  275.476  (m)          903.79   (f) ADJ UNCH    2 0
 LA1211
 LA1211.Superseded values are not recommended for survey control.
 LA1211
 LA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1211.See file dsdata.pdf to determine how the superseded data were derived.
 LA1211
 LA1211_MARKER: DB = BENCH MARK DISK
 LA1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1211_STAMPING: Z 219 1947
 LA1211_MARK LOGO: CGS
 LA1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1211+STABILITY: SURFACE MOTION
 LA1211
 LA1211  HISTORY     - Date     Condition        Report By
 LA1211  HISTORY     - 1947     MONUMENTED       CGS
 LA1211
 LA1211                          STATION DESCRIPTION
 LA1211
 LA1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1211'5.9 MI NW FROM ROYERTON.
 LA1211'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 LA1211'AT ROYERTON, THENCE ABOUT 2.9 MILES WEST ALONG A COUNTY ROAD,
 LA1211'AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 37 FEET SOUTH
 LA1211'OF THE CENTER LINE OF THE EAST-WEST ROAD, 15 FEET WEST OF THE
 LA1211'CENTER LINE OF THE SIDE ROAD, 18 FEET SOUTH OF A FENCE CORNER,
 LA1211'1 FOOT EAST OF THE FENCE LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 LA1211'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF
 LA1211'A CONCRETE POST PROJECTING 5 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1199 ***********************************************************************
 LA1199  DESIGNATION -  Z 220
 LA1199  PID         -  LA1199
 LA1199  STATE/COUNTY-  IN/DELAWARE
 LA1199  COUNTRY     -  US
 LA1199  USGS QUAD   -  EATON (2019)
 LA1199
 LA1199                         *CURRENT SURVEY CONTROL
 LA1199  ______________________________________________________________________
 LA1199* NAD 83(1986) POSITION- 40 19 22.     (N) 085 16 00.     (W)   SCALED
 LA1199* NAVD 88 ORTHO HEIGHT -   291.387 (meters)      955.99  (feet) ADJUSTED
 LA1199  ______________________________________________________________________
 LA1199  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 LA1199  DYNAMIC HEIGHT  -        291.236 (meters)      955.50  (feet) COMP
 LA1199  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 LA1199
 LA1199  VERT ORDER      -  SECOND    CLASS 0
 LA1199
 LA1199.The horizontal coordinates were scaled from a map and have
 LA1199.an estimated accuracy of +/- 6 seconds.
 LA1199
 LA1199.The orthometric height was determined by differential leveling and
 LA1199.adjusted by the NATIONAL GEODETIC SURVEY
 LA1199.in June 1991.
 LA1199
 LA1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1199.GEOID18 height accuracy estimate available here.
 LA1199
 LA1199.Click photographs - Photos may exist for this station.
 LA1199
 LA1199.The dynamic height is computed by dividing the NAVD 88
 LA1199.geopotential number by the normal gravity value computed on the
 LA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1199.degrees latitude (g = 980.6199 gals.).
 LA1199
 LA1199.The modeled gravity was interpolated from observed gravity values.
 LA1199
 LA1199;                    North         East    Units  Estimated Accuracy
 LA1199;SPC IN E     -   563,430.      134,000.      MT  (+/- 180 meters Scaled)
 LA1199
 LA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK472650(NAD 83)
 LA1199
 LA1199                          SUPERSEDED SURVEY CONTROL
 LA1199
 LA1199  NGVD 29 (??/??/92)  291.523  (m)          956.44   (f) ADJ UNCH    2 0
 LA1199
 LA1199.Superseded values are not recommended for survey control.
 LA1199
 LA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1199.See file dsdata.pdf to determine how the superseded data were derived.
 LA1199
 LA1199_MARKER: DB = BENCH MARK DISK
 LA1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1199_STAMPING: Z 220 1947
 LA1199_MARK LOGO: CGS
 LA1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1199+STABILITY: SURFACE MOTION
 LA1199
 LA1199  HISTORY     - Date     Condition        Report By
 LA1199  HISTORY     - 1947     MONUMENTED       CGS
 LA1199
 LA1199                          STATION DESCRIPTION
 LA1199
 LA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1199'5 MI E FROM EATON.
 LA1199'ABOUT 5.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 LA1199'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT EATON, AT THE
 LA1199'JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 30 FEET SOUTH OF THE
 LA1199'CENTER LINE OF THE BLACK TOP ROAD, 24 FEET EAST OF THE CENTER LINE
 LA1199'OF THE SIDE ROAD, 8 FEET SOUTHWEST OF A CONCRETE FENCE CORNER POST,
 LA1199'12 FEET NORTHEAST OF A FENCE CORNER POST, 1 FOOT NORTHWEST OF THE
 LA1199'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1199'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA1199'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM ALBANY
 LA1199'BY GOING ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE
 LA1199'POST OFFICE, THENCE ABOUT 1.3 MILE NORTH ALONG WATER
 LA1199'STREET-EXTENDED, THENCE ABOUT 1.5 MILE WEST ALONG A BLACK TOP ROAD
 LA1199'LEADING TO EATON AND SITE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0858 ***********************************************************************
 LA0858  DESIGNATION -  Z 221
 LA0858  PID         -  LA0858
 LA0858  STATE/COUNTY-  IN/ALLEN
 LA0858  COUNTRY     -  US
 LA0858  USGS QUAD   -  POE (2019)
 LA0858
 LA0858                         *CURRENT SURVEY CONTROL
 LA0858  ______________________________________________________________________
 LA0858* NAD 83(1986) POSITION- 40 56 50.     (N) 085 02 12.     (W)   SCALED
 LA0858* NAVD 88 ORTHO HEIGHT -   245.981 (meters)      807.02  (feet) ADJUSTED
 LA0858  ______________________________________________________________________
 LA0858  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 LA0858  DYNAMIC HEIGHT  -        245.876 (meters)      806.68  (feet) COMP
 LA0858  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 LA0858
 LA0858  VERT ORDER      -  SECOND    CLASS 0
 LA0858
 LA0858.The horizontal coordinates were scaled from a map and have
 LA0858.an estimated accuracy of +/- 6 seconds.
 LA0858
 LA0858.The orthometric height was determined by differential leveling and
 LA0858.adjusted by the NATIONAL GEODETIC SURVEY
 LA0858.in June 1991.
 LA0858
 LA0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0858.GEOID18 height accuracy estimate available here.
 LA0858
 LA0858.Click photographs - Photos may exist for this station.
 LA0858
 LA0858.The dynamic height is computed by dividing the NAVD 88
 LA0858.geopotential number by the normal gravity value computed on the
 LA0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0858.degrees latitude (g = 980.6199 gals.).
 LA0858
 LA0858.The modeled gravity was interpolated from observed gravity values.
 LA0858
 LA0858;                    North         East    Units  Estimated Accuracy
 LA0858;SPC IN E     -   632,890.      153,050.      MT  (+/- 180 meters Scaled)
 LA0858
 LA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL652347(NAD 83)
 LA0858
 LA0858                          SUPERSEDED SURVEY CONTROL
 LA0858
 LA0858  NGVD 29 (??/??/92)  246.134  (m)          807.52   (f) ADJ UNCH    2 0
 LA0858
 LA0858.Superseded values are not recommended for survey control.
 LA0858
 LA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0858.See file dsdata.pdf to determine how the superseded data were derived.
 LA0858
 LA0858_MARKER: DB = BENCH MARK DISK
 LA0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0858_STAMPING: Z 221 RESET 1961
 LA0858_MARK LOGO: CGS
 LA0858_PROJECTION: PROJECTING 10 CENTIMETERS
 LA0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0858+STABILITY: SURFACE MOTION
 LA0858
 LA0858  HISTORY     - Date     Condition        Report By
 LA0858  HISTORY     - 1961     MONUMENTED       CGS
 LA0858  HISTORY     - 1968     GOOD             CGS
 LA0858
 LA0858                          STATION DESCRIPTION
 LA0858
 LA0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0858'3 MI E FROM POE.
 LA0858'ABOUT 2.95 MILES EAST ALONG A BLACK TOP ROAD FROM THE M.E. CHURCH
 LA0858'AT POE.  ABOUT 2.4 MILES WEST OF THE CROSSING OF THE PENN. R.R.
 LA0858'AT HOAGLAND, ABOUT 1.0 MILE EAST OF THE INTERSECTION OF U.S.
 LA0858'HIGHWAY 27 AND 33, 38 FT. NORTH OF THE C/L OF THE BLACK TOP ROAD,
 LA0858'70 FT. WEST OF THE C/L OF THE CROSSROAD, 22.5 FT. EAST OF A PIPE
 LA0858'LINE MARKER POST IN THE FENCE LINE, 1.5 FT. SOUTH OF THE FENCE
 LA0858'LINE, 2 FT. WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0858'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0858'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0859 ***********************************************************************
 LA0859  DESIGNATION -  Z 221 RESET
 LA0859  PID         -  LA0859
 LA0859  STATE/COUNTY-  IN/ALLEN
 LA0859  COUNTRY     -  US
 LA0859  USGS QUAD   -  POE (2019)
 LA0859
 LA0859                         *CURRENT SURVEY CONTROL
 LA0859  ______________________________________________________________________
 LA0859* NAD 83(1986) POSITION- 40 56 49.9    (N) 085 02 13.1    (W)   HD_HELD2
 LA0859* NAVD 88 ORTHO HEIGHT -   245.44  (meters)      805.2   (feet) RESET
 LA0859  ______________________________________________________________________
 LA0859  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 LA0859  VERT ORDER      -  THIRD
 LA0859
 LA0859.The horizontal coordinates were established by autonomous hand held GPS
 LA0859.observations and have an estimated accuracy of +/- 10 meters.
 LA0859
 LA0859.The orthometric height was computed from unverified reset data.
 LA0859
 LA0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0859.GEOID18 height accuracy estimate available here.
 LA0859
 LA0859.Click photographs - Photos may exist for this station.
 LA0859
 LA0859;                    North         East    Units  Estimated Accuracy
 LA0859;SPC IN E     -   632,885.      153,020.      MT  (+/- 10 meters HH2 GPS)
 LA0859
 LA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6522934750(NAD 83)
 LA0859
 LA0859                          SUPERSEDED SURVEY CONTROL
 LA0859
 LA0859  NGVD 29 (??/??/??)  245.59   (m)          805.7    (f) RESET       3  
 LA0859
 LA0859.Superseded values are not recommended for survey control.
 LA0859
 LA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0859.See file dsdata.pdf to determine how the superseded data were derived.
 LA0859
 LA0859_MARKER: DB = BENCH MARK DISK
 LA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0859_STAMPING: Z 221 RESET 1961
 LA0859_MARK LOGO: CGS
 LA0859_PROJECTION: FLUSH
 LA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0859+STABILITY: SURFACE MOTION
 LA0859
 LA0859  HISTORY     - Date     Condition        Report By
 LA0859  HISTORY     - 1961     MONUMENTED       CGS
 LA0859
 LA0859                          STATION DESCRIPTION
 LA0859
 LA0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LA0859'2.3 MI W FROM HOAGLAND.
 LA0859'ABOUT 2.3 MILES W ALONG HOAGLAND ROAD FROM THE RAILROAD CROSSING
 LA0859'IN HOAGLAND, OR 1.0 MILES E ALONG SAME FROM ITS INTERSECTION
 LA0859'WITH NO. 27 U.S. HIGHWAY, 177 FEET W OF CENTER LINE OF EMANUEL
 LA0859'ROAD, 21-1/2 FEET W OF A GAS PIPELINE VENT PIPE, 24 FEET N OF
 LA0859'CENTER LINE OF 18-FOOT ASPHALT PAVEMENT, ABOUT LEVEL WITH SAME,
 LA0859'2.1 FEET W OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0554 ***********************************************************************
 MD0554  DESIGNATION -  Z 222
 MD0554  PID         -  MD0554
 MD0554  STATE/COUNTY-  IN/ALLEN
 MD0554  COUNTRY     -  US
 MD0554  USGS QUAD   -  MAPLES (2019)
 MD0554
 MD0554                         *CURRENT SURVEY CONTROL
 MD0554  ______________________________________________________________________
 MD0554* NAD 83(1986) POSITION- 41 00 46.9    (N) 084 58 08.6    (W)   HD_HELD2
 MD0554* NAVD 88 ORTHO HEIGHT -   242.703 (meters)      796.27  (feet) ADJUSTED
 MD0554  ______________________________________________________________________
 MD0554  GEOID HEIGHT    -        -33.197 (meters)                     GEOID18
 MD0554  DYNAMIC HEIGHT  -        242.603 (meters)      795.94  (feet) COMP
 MD0554  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 MD0554
 MD0554  VERT ORDER      -  SECOND    CLASS 0
 MD0554
 MD0554.The horizontal coordinates were established by autonomous hand held GPS
 MD0554.observations and have an estimated accuracy of +/- 10 meters.
 MD0554
 MD0554.The orthometric height was determined by differential leveling and
 MD0554.adjusted by the NATIONAL GEODETIC SURVEY
 MD0554.in June 1991.
 MD0554
 MD0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0554.GEOID18 height accuracy estimate available here.
 MD0554
 MD0554.Click photographs - Photos may exist for this station.
 MD0554
 MD0554.The dynamic height is computed by dividing the NAVD 88
 MD0554.geopotential number by the normal gravity value computed on the
 MD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0554.degrees latitude (g = 980.6199 gals.).
 MD0554
 MD0554.The modeled gravity was interpolated from observed gravity values.
 MD0554
 MD0554;                    North         East    Units  Estimated Accuracy
 MD0554;SPC IN E     -   640,239.      158,680.      MT  (+/- 10 meters HH2 GPS)
 MD0554
 MD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7077642189(NAD 83)
 MD0554
 MD0554                          SUPERSEDED SURVEY CONTROL
 MD0554
 MD0554  NGVD 29 (??/??/92)  242.858  (m)          796.78   (f) ADJ UNCH    2 0
 MD0554
 MD0554.Superseded values are not recommended for survey control.
 MD0554
 MD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0554.See file dsdata.pdf to determine how the superseded data were derived.
 MD0554
 MD0554_MARKER: DB = BENCH MARK DISK
 MD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0554_STAMPING: Z 222 1947
 MD0554_MARK LOGO: CGS
 MD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0554+STABILITY: SURFACE MOTION
 MD0554
 MD0554  HISTORY     - Date     Condition        Report By
 MD0554  HISTORY     - 1947     MONUMENTED       CGS
 MD0554  HISTORY     - 1968     GOOD             INHD
 MD0554
 MD0554                          STATION DESCRIPTION
 MD0554
 MD0554'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD0554'AT MAPLES.
 MD0554'AT MAPLES ALONG THE PENN. R.R. AT THE MAIN ROAD CROSSING, 104 FT.
 MD0554'EAST OF THE CENTERLINE OF THE ROAD, 123 FT. NORTHEAST OF THE
 MD0554'NORTHEAST RAIL OF THE MAIN TRACK 137 FT. NORTHEAST OF THE CENTER
 MD0554'OF THE CROSSING, 95 FT. SOUTHEAST OF A FENCE CORNER AND A PWP.
 MD0554'20913, 1 FT. SOUTHWEST OF THE FENCE LINE, 2 FT. WEST OF A STEEL
 MD0554'WITNESS POST, ABOUT 5 FT. BELOW THE TRACK AND SET IN THE TOP OF
 MD0554'A CONC. POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0626 ***********************************************************************
 LA0626  DESIGNATION -  Z 223
 LA0626  PID         -  LA0626
 LA0626  STATE/COUNTY-  IN/ADAMS
 LA0626  COUNTRY     -  US
 LA0626  USGS QUAD   -  DECATUR (2019)
 LA0626
 LA0626                         *CURRENT SURVEY CONTROL
 LA0626  ______________________________________________________________________
 LA0626* NAD 83(1986) POSITION- 40 45 09.     (N) 084 56 49.     (W)   SCALED
 LA0626* NAVD 88 ORTHO HEIGHT -   251.180 (meters)      824.08  (feet) ADJUSTED
 LA0626  ______________________________________________________________________
 LA0626  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 LA0626  DYNAMIC HEIGHT  -        251.066 (meters)      823.71  (feet) COMP
 LA0626  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 LA0626
 LA0626  VERT ORDER      -  SECOND    CLASS 0
 LA0626
 LA0626.The horizontal coordinates were scaled from a map and have
 LA0626.an estimated accuracy of +/- 6 seconds.
 LA0626
 LA0626.The orthometric height was determined by differential leveling and
 LA0626.adjusted by the NATIONAL GEODETIC SURVEY
 LA0626.in June 1991.
 LA0626
 LA0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0626.GEOID18 height accuracy estimate available here.
 LA0626
 LA0626.Click photographs - Photos may exist for this station.
 LA0626
 LA0626.The dynamic height is computed by dividing the NAVD 88
 LA0626.geopotential number by the normal gravity value computed on the
 LA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0626.degrees latitude (g = 980.6199 gals.).
 LA0626
 LA0626.The modeled gravity was interpolated from observed gravity values.
 LA0626
 LA0626;                    North         East    Units  Estimated Accuracy
 LA0626;SPC IN E     -   611,320.      160,780.      MT  (+/- 180 meters Scaled)
 LA0626
 LA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL733133(NAD 83)
 LA0626
 LA0626                          SUPERSEDED SURVEY CONTROL
 LA0626
 LA0626  NGVD 29 (??/??/92)  251.331  (m)          824.58   (f) ADJ UNCH    2 0
 LA0626
 LA0626.Superseded values are not recommended for survey control.
 LA0626
 LA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0626.See file dsdata.pdf to determine how the superseded data were derived.
 LA0626
 LA0626_MARKER: DB = BENCH MARK DISK
 LA0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0626_STAMPING: Z 223 1947
 LA0626_MARK LOGO: CGS
 LA0626_PROJECTION: PROJECTING 8 CENTIMETERS
 LA0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0626+STABILITY: SURFACE MOTION
 LA0626
 LA0626  HISTORY     - Date     Condition        Report By
 LA0626  HISTORY     - 1947     MONUMENTED       CGS
 LA0626
 LA0626                          STATION DESCRIPTION
 LA0626
 LA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0626'0.6 MI N FROM COPPESS CORNER.
 LA0626'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0626'WITH STATE HIGHWAY 124 AT COPPESS CORNER, ABOUT 0.65 MILE SOUTHWEST
 LA0626'OF THE JUNCTION OF A PAVED ROAD LEADING SOUTH TO MONROE AND A
 LA0626'CURVE IN THE HIGHWAY WITH TANGENTS SOUTHWEST AND NORTH, AT A
 LA0626'NORTH-SOUTH FENCE LINE, 38 FEET NORTHWEST OF THE CENTER LINE
 LA0626'OF THE HIGHWAY, 9 FEET NORTH OF THE FENCE CORNER POST, 1 FOOT
 LA0626'EAST OF THE NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE
 LA0626'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA0626'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0736 ***********************************************************************
 LA0736  DESIGNATION -  Z 224
 LA0736  PID         -  LA0736
 LA0736  STATE/COUNTY-  IN/ADAMS
 LA0736  COUNTRY     -  US
 LA0736  USGS QUAD   -  BERNE (2019)
 LA0736
 LA0736                         *CURRENT SURVEY CONTROL
 LA0736  ______________________________________________________________________
 LA0736* NAD 83(1986) POSITION- 40 44 42.     (N) 084 56 02.     (W)   SCALED
 LA0736* NAVD 88 ORTHO HEIGHT -   249.492 (meters)      818.54  (feet) ADJUSTED
 LA0736  ______________________________________________________________________
 LA0736  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 LA0736  DYNAMIC HEIGHT  -        249.378 (meters)      818.17  (feet) COMP
 LA0736  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 LA0736
 LA0736  VERT ORDER      -  SECOND    CLASS 0
 LA0736
 LA0736.The horizontal coordinates were scaled from a map and have
 LA0736.an estimated accuracy of +/- 6 seconds.
 LA0736
 LA0736.The orthometric height was determined by differential leveling and
 LA0736.adjusted by the NATIONAL GEODETIC SURVEY
 LA0736.in June 1991.
 LA0736
 LA0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0736.GEOID18 height accuracy estimate available here.
 LA0736
 LA0736.Click photographs - Photos may exist for this station.
 LA0736
 LA0736.The dynamic height is computed by dividing the NAVD 88
 LA0736.geopotential number by the normal gravity value computed on the
 LA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0736.degrees latitude (g = 980.6199 gals.).
 LA0736
 LA0736.The modeled gravity was interpolated from observed gravity values.
 LA0736
 LA0736;                    North         East    Units  Estimated Accuracy
 LA0736;SPC IN E     -   610,500.      161,890.      MT  (+/- 180 meters Scaled)
 LA0736
 LA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL744125(NAD 83)
 LA0736
 LA0736                          SUPERSEDED SURVEY CONTROL
 LA0736
 LA0736  NGVD 29 (??/??/92)  249.644  (m)          819.04   (f) ADJ UNCH    2 0
 LA0736
 LA0736.Superseded values are not recommended for survey control.
 LA0736
 LA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0736.See file dsdata.pdf to determine how the superseded data were derived.
 LA0736
 LA0736_MARKER: DB = BENCH MARK DISK
 LA0736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0736_SP_SET: CULVERT HEADWALL
 LA0736_STAMPING: Z 224 1947
 LA0736_MARK LOGO: CGS
 LA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0736+STABILITY: SURFACE MOTION
 LA0736
 LA0736  HISTORY     - Date     Condition        Report By
 LA0736  HISTORY     - 1947     MONUMENTED       CGS
 LA0736  HISTORY     - 1983     GOOD             NGS
 LA0736
 LA0736                          STATION DESCRIPTION
 LA0736
 LA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0736'0.2 MI E FROM MONROE.
 LA0736'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 LA0736'WITH THE PENNSYLVANIA RAILROAD AT MONROE, ABOUT 95 FEET SOUTHEAST
 LA0736'AND ACROSS THE HIGHWAY FROM THE EAST CITY LIMIT SIGN, AT THE JUNCTION
 LA0736'OF A ROAD SOUTH, 42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0736'16 FEET EAST OF THE CENTER LINE OF THE STREET SOUTH, IN THE TOP
 LA0736'OF THE SOUTH END OF AN ANGLE SHAPED EAST CONCRETE HEAD WALL OF
 LA0736'A 14-INCH PIPE CULVERT, 8 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 LA0736'MARKER AND ABOUT LEVEL WITH THE HIGHWAY.
 LA0736
 LA0736                          STATION RECOVERY (1983)
 LA0736
 LA0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1974 ***********************************************************************
 LA1974  DESIGNATION -  Z 224 RESET
 LA1974  PID         -  LA1974
 LA1974  STATE/COUNTY-  IN/ADAMS
 LA1974  COUNTRY     -  US
 LA1974  USGS QUAD   -  BERNE (2019)
 LA1974
 LA1974                         *CURRENT SURVEY CONTROL
 LA1974  ______________________________________________________________________
 LA1974* NAD 83(1986) POSITION- 40 44 42.     (N) 084 56 02.     (W)   SCALED
 LA1974* NAVD 88 ORTHO HEIGHT -   249.42  (+/-2cm)      818.3   (feet) VERTCON3
 LA1974  ______________________________________________________________________
 LA1974  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 LA1974  VERT ORDER      -  THIRD (See Below)
 LA1974
 LA1974.The horizontal coordinates were scaled from a map and have
 LA1974.an estimated accuracy of +/- 6 seconds.
 LA1974
 LA1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA1974
 LA1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1974.GEOID18 height accuracy estimate available here.
 LA1974
 LA1974.The vertical order pertains to the NGVD 29 superseded value.
 LA1974
 LA1974.Click photographs - Photos may exist for this station.
 LA1974
 LA1974;                    North         East    Units  Estimated Accuracy
 LA1974;SPC IN E     -   610,500.      161,890.      MT  (+/- 180 meters Scaled)
 LA1974
 LA1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL744125(NAD 83)
 LA1974
 LA1974                          SUPERSEDED SURVEY CONTROL
 LA1974
 LA1974  NGVD 29 (08/22/16)  249.57   (m)          818.8    (f) RESET       3  
 LA1974
 LA1974.Superseded values are not recommended for survey control.
 LA1974
 LA1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1974.See file dsdata.pdf to determine how the superseded data were derived.
 LA1974
 LA1974_MARKER: DV = VERTICAL CONTROL DISK
 LA1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1974_STAMPING: Z 224 RESET 1978
 LA1974_MARK LOGO: NGS
 LA1974_PROJECTION: FLUSH
 LA1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1974+STABILITY: SURFACE MOTION
 LA1974
 LA1974  HISTORY     - Date     Condition        Report By
 LA1974  HISTORY     - 1978     MONUMENTED       NGS
 LA1974
 LA1974                          STATION DESCRIPTION
 LA1974
 LA1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LA1974'IN MONROE.
 LA1974'AT THE EAST EDGE OF MONROE, ON THE NORTH SIDE OF STATE HIGHWAY 124
 LA1974'(EAST WASHINGTON STREET) AND AT THE STREET INTERSECTION OF NORTH
 LA1974'KELLER STREET, 39 FEET NORTH OF THE CENTERLINE OF EAST WASHINGTON
 LA1974'STREET, 10 FEET EAST OF THE EXTENDED CENTERLINE OF KELLER STREET, 3
 LA1974'FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 LA1974'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LA1974'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0640 ***********************************************************************
 LA0640  DESIGNATION -  Z 225
 LA0640  PID         -  LA0640
 LA0640  STATE/COUNTY-  IN/ADAMS
 LA0640  COUNTRY     -  US
 LA0640  USGS QUAD   -  GENEVA (2019)
 LA0640
 LA0640                         *CURRENT SURVEY CONTROL
 LA0640  ______________________________________________________________________
 LA0640* NAD 83(1986) POSITION- 40 37 17.     (N) 084 57 17.     (W)   SCALED
 LA0640* NAVD 88 ORTHO HEIGHT -   254.313 (meters)      834.36  (feet) ADJUSTED
 LA0640  ______________________________________________________________________
 LA0640  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 LA0640  DYNAMIC HEIGHT  -        254.192 (meters)      833.96  (feet) COMP
 LA0640  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 LA0640
 LA0640  VERT ORDER      -  SECOND    CLASS 0
 LA0640
 LA0640.The horizontal coordinates were scaled from a map and have
 LA0640.an estimated accuracy of +/- 6 seconds.
 LA0640
 LA0640.The orthometric height was determined by differential leveling and
 LA0640.adjusted by the NATIONAL GEODETIC SURVEY
 LA0640.in June 1991.
 LA0640
 LA0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0640.GEOID18 height accuracy estimate available here.
 LA0640
 LA0640.Click photographs - Photos may exist for this station.
 LA0640
 LA0640.The dynamic height is computed by dividing the NAVD 88
 LA0640.geopotential number by the normal gravity value computed on the
 LA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0640.degrees latitude (g = 980.6199 gals.).
 LA0640
 LA0640.The modeled gravity was interpolated from observed gravity values.
 LA0640
 LA0640;                    North         East    Units  Estimated Accuracy
 LA0640;SPC IN E     -   596,760.      160,240.      MT  (+/- 180 meters Scaled)
 LA0640
 LA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK729987(NAD 83)
 LA0640
 LA0640                          SUPERSEDED SURVEY CONTROL
 LA0640
 LA0640  NGVD 29 (??/??/92)  254.464  (m)          834.85   (f) ADJ UNCH    2 0
 LA0640
 LA0640.Superseded values are not recommended for survey control.
 LA0640
 LA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0640.See file dsdata.pdf to determine how the superseded data were derived.
 LA0640
 LA0640_MARKER: DB = BENCH MARK DISK
 LA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0640_STAMPING: Z 225 1947
 LA0640_MARK LOGO: CGS
 LA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0640+STABILITY: SURFACE MOTION
 LA0640
 LA0640  HISTORY     - Date     Condition        Report By
 LA0640  HISTORY     - 1947     MONUMENTED       CGS
 LA0640
 LA0640                          STATION DESCRIPTION
 LA0640
 LA0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0640'2.1 MI N FROM GENEVA.
 LA0640'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 27 FROM ITS INTERSECTION
 LA0640'WITH STATE HIGHWAY 116 AT GENEVA, ABOUT 2.45 MILES SOUTH OF
 LA0640'THE INTERSECTION OF STATE HIGHWAY 118 AT BERNE, ADAMS, COUNTY, ABOUT
 LA0640'0.3 MILE NORTH OF A STEEL BRIDGE, AT A CROSS ROAD, 62 FEE SOUTHWEST
 LA0640'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 LA0640'LINE OF THE CROSS ROAD, 43.5 FEET SOUTH OF POWER POLE NO. 65/666,
 LA0640'2.5 FEET EAST OF A FENCE CORNER POST, 2 FEET SOUTH OF A WHITE
 LA0640'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA0640'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0572 ***********************************************************************
 LA0572  DESIGNATION -  Z 226
 LA0572  PID         -  LA0572
 LA0572  STATE/COUNTY-  IN/ADAMS
 LA0572  COUNTRY     -  US
 LA0572  USGS QUAD   -  WILLSHIRE (2016)
 LA0572
 LA0572                         *CURRENT SURVEY CONTROL
 LA0572  ______________________________________________________________________
 LA0572* NAD 83(1986) POSITION- 40 39 33.     (N) 084 51 35.     (W)   SCALED
 LA0572* NAVD 88 ORTHO HEIGHT -   254.945 (meters)      836.43  (feet) ADJUSTED
 LA0572  ______________________________________________________________________
 LA0572  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 LA0572  DYNAMIC HEIGHT  -        254.826 (meters)      836.04  (feet) COMP
 LA0572  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 LA0572
 LA0572  VERT ORDER      -  SECOND    CLASS 0
 LA0572
 LA0572.The horizontal coordinates were scaled from a map and have
 LA0572.an estimated accuracy of +/- 6 seconds.
 LA0572
 LA0572.The orthometric height was determined by differential leveling and
 LA0572.adjusted by the NATIONAL GEODETIC SURVEY
 LA0572.in June 1991.
 LA0572
 LA0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0572.GEOID18 height accuracy estimate available here.
 LA0572
 LA0572.Click photographs - Photos may exist for this station.
 LA0572
 LA0572.The dynamic height is computed by dividing the NAVD 88
 LA0572.geopotential number by the normal gravity value computed on the
 LA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0572.degrees latitude (g = 980.6199 gals.).
 LA0572
 LA0572.The modeled gravity was interpolated from observed gravity values.
 LA0572
 LA0572;                    North         East    Units  Estimated Accuracy
 LA0572;SPC IN E     -   601,020.      168,240.      MT  (+/- 180 meters Scaled)
 LA0572
 LA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL809031(NAD 83)
 LA0572
 LA0572                          SUPERSEDED SURVEY CONTROL
 LA0572
 LA0572  NGVD 29 (??/??/92)  255.098  (m)          836.93   (f) ADJ UNCH    2 0
 LA0572
 LA0572.Superseded values are not recommended for survey control.
 LA0572
 LA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0572.See file dsdata.pdf to determine how the superseded data were derived.
 LA0572
 LA0572_MARKER: DB = BENCH MARK DISK
 LA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0572_STAMPING: Z 226 1947
 LA0572_MARK LOGO: CGS
 LA0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0572+STABILITY: SURFACE MOTION
 LA0572
 LA0572  HISTORY     - Date     Condition        Report By
 LA0572  HISTORY     - 1947     MONUMENTED       CGS
 LA0572  HISTORY     - 1983     GOOD             NGS
 LA0572
 LA0572                          STATION DESCRIPTION
 LA0572
 LA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0572'4.7 MI E FROM BERNE.
 LA0572'ABOUT 4.7 MILES EAST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE
 LA0572'AT BERNE, ABOUT 0.3 MILE WEST OF A CROSS ROAD, AT THE JUNCTION
 LA0572'OF A ROAD LEADING NORTH, 39 FEET NORTH OF THE CENTER LINE OF THE
 LA0572'HIGHWAY, 60 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 40
 LA0572'FEET WEST OF A FENCE CORNER, 83 FEET EAST OF POWER POLE NO.
 LA0572'50/168, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 LA0572'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LA0572'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA0572
 LA0572                          STATION RECOVERY (1983)
 LA0572
 LA0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LA0572'STATE HIGHWAY 118 IS STATE HIGHWAY 218.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0443 ***********************************************************************
 LA0443  DESIGNATION -  Z 227
 LA0443  PID         -  LA0443
 LA0443  STATE/COUNTY-  IN/RANDOLPH
 LA0443  COUNTRY     -  US
 LA0443  USGS QUAD   -  SPARTANBURG (2019)
 LA0443
 LA0443                         *CURRENT SURVEY CONTROL
 LA0443  ______________________________________________________________________
 LA0443* NAD 83(1986) POSITION- 40 06 46.39   (N) 084 49 37.86   (W)   HD_HELD1
 LA0443* NAVD 88 ORTHO HEIGHT -   348.283 (meters)     1142.66  (feet) ADJUSTED
 LA0443  ______________________________________________________________________
 LA0443  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 LA0443  DYNAMIC HEIGHT  -        348.092 (meters)     1142.03  (feet) COMP
 LA0443  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 LA0443
 LA0443  VERT ORDER      -  SECOND    CLASS 0
 LA0443
 LA0443.The horizontal coordinates were determined by differentially corrected
 LA0443.hand held GPS observations or other comparable positioning techniques
 LA0443.and have an estimated accuracy of +/- 3 meters.
 LA0443
 LA0443.The orthometric height was determined by differential leveling and
 LA0443.adjusted by the NATIONAL GEODETIC SURVEY
 LA0443.in June 1991.
 LA0443
 LA0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0443.GEOID18 height accuracy estimate available here.
 LA0443
 LA0443.Click photographs - Photos may exist for this station.
 LA0443
 LA0443.The dynamic height is computed by dividing the NAVD 88
 LA0443.geopotential number by the normal gravity value computed on the
 LA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0443.degrees latitude (g = 980.6199 gals.).
 LA0443
 LA0443.The modeled gravity was interpolated from observed gravity values.
 LA0443
 LA0443;                    North         East    Units  Estimated Accuracy
 LA0443;SPC IN E     -   540,389.4     171,566.6     MT  (+/- 3 meters HH1 GPS) 
 LA0443
 LA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8517242549(NAD 83)
 LA0443
 LA0443                          SUPERSEDED SURVEY CONTROL
 LA0443
 LA0443  NGVD 29 (??/??/92)  348.422  (m)         1143.11   (f) ADJ UNCH    2 0
 LA0443
 LA0443.Superseded values are not recommended for survey control.
 LA0443
 LA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0443.See file dsdata.pdf to determine how the superseded data were derived.
 LA0443
 LA0443_MARKER: DB = BENCH MARK DISK
 LA0443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0443_SP_SET: CULVERT HEADWALL
 LA0443_STAMPING: Z 227 1947
 LA0443_MARK LOGO: CGS
 LA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0443+STABILITY: SURFACE MOTION
 LA0443
 LA0443  HISTORY     - Date     Condition        Report By
 LA0443  HISTORY     - 1947     MONUMENTED       CGS
 LA0443  HISTORY     - 20030522 MARK NOT FOUND   GEOCAC
 LA0443
 LA0443                          STATION DESCRIPTION
 LA0443
 LA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0443'6.8 MI S FROM UNION CITY.
 LA0443'ABOUT 6.75 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 LA0443'PENNSYLVANIA RAILROAD STATION AT UNION CITY, ABOUT 0.6 MILE
 LA0443'SOUTH OF A STEEL BRIDGE OVER GREENVILLE CREEK, AT A CROSS
 LA0443'ROAD (BLACK TOP EAST - PAVED WEST), 18 FEET EAST OF THE CENTER
 LA0443'LINE OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 LA0443'BLACK TOP ROAD, IN THE TOP OF THE NORTHWEST CORNER OF A RIGHT
 LA0443'ANGLE SHAPED CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT,
 LA0443'AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LA0443'FROM THE CROSSROADS AT SHARPEYE, OHIO DARKE COUNTY BY GOING
 LA0443'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 502 TO THE OHIO-INDIANA
 LA0443'STATE LINE, THENCE WEST FOR 1.05 MILES ALONG A BLACK TOP ROAD
 LA0443'TO INDIANA STATE HIGHWAY 227.
 LA0443
 LA0443                          STATION RECOVERY (2003)
 LA0443
 LA0443'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0443'THE HEADWALL APPEARS TO HAVE BEEN REFURBISHED SINCE 1947.  THE DISK IS
 LA0443'NOT VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1180 ***********************************************************************
 JZ1180  DESIGNATION -  Z 228
 JZ1180  PID         -  JZ1180
 JZ1180  STATE/COUNTY-  IN/WAYNE
 JZ1180  COUNTRY     -  US
 JZ1180  USGS QUAD   -  NEW PARIS (2016)
 JZ1180
 JZ1180                         *CURRENT SURVEY CONTROL
 JZ1180  ______________________________________________________________________
 JZ1180* NAD 83(1986) POSITION- 39 51 01.     (N) 084 49 13.     (W)   SCALED
 JZ1180* NAVD 88 ORTHO HEIGHT -   303.645 (meters)      996.21  (feet) ADJUSTED
 JZ1180  ______________________________________________________________________
 JZ1180  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 JZ1180  DYNAMIC HEIGHT  -        303.467 (meters)      995.62  (feet) COMP
 JZ1180  MODELED GRAVITY -    980,030.9   (mgal)                       NAVD 88
 JZ1180
 JZ1180  VERT ORDER      -  SECOND    CLASS 0
 JZ1180
 JZ1180.The horizontal coordinates were scaled from a map and have
 JZ1180.an estimated accuracy of +/- 6 seconds.
 JZ1180
 JZ1180.The orthometric height was determined by differential leveling and
 JZ1180.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1180.in June 1991.
 JZ1180
 JZ1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1180.GEOID18 height accuracy estimate available here.
 JZ1180
 JZ1180.Click photographs - Photos may exist for this station.
 JZ1180
 JZ1180.The dynamic height is computed by dividing the NAVD 88
 JZ1180.geopotential number by the normal gravity value computed on the
 JZ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1180.degrees latitude (g = 980.6199 gals.).
 JZ1180
 JZ1180.The modeled gravity was interpolated from observed gravity values.
 JZ1180
 JZ1180;                    North         East    Units  Estimated Accuracy
 JZ1180;SPC IN E     -   511,240.      172,430.      MT  (+/- 180 meters Scaled)
 JZ1180
 JZ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK864134(NAD 83)
 JZ1180
 JZ1180                          SUPERSEDED SURVEY CONTROL
 JZ1180
 JZ1180  NGVD 29 (??/??/92)  303.790  (m)          996.68   (f) ADJ UNCH    2 0
 JZ1180
 JZ1180.Superseded values are not recommended for survey control.
 JZ1180
 JZ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1180.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1180
 JZ1180_MARKER: DB = BENCH MARK DISK
 JZ1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1180_SP_SET: ABUTMENT
 JZ1180_STAMPING: Z 228 1947
 JZ1180_MARK LOGO: CGS
 JZ1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1180
 JZ1180  HISTORY     - Date     Condition        Report By
 JZ1180  HISTORY     - 1947     MONUMENTED       CGS
 JZ1180  HISTORY     - 20030416 MARK NOT FOUND   GEOCAC
 JZ1180
 JZ1180                          STATION DESCRIPTION
 JZ1180
 JZ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1180'3.3 MI SE FROM MIDDLEBORO.
 JZ1180'0.1 MILE SOUTH ALONG STATE HIGHWAY 227 FROM THE BRIDGE OVER
 JZ1180'MIDDLE FORK AT MIDDLEBORO, THENCE ABOUT 3.2 MILES SOUTHEAST ALONG
 JZ1180'A GRAVEL ROAD, AT THE JUNCTION OF STATE HIGHWAY 121, 225 FEET
 JZ1180'WEST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTH, 14
 JZ1180'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 JZ1180'SOUTH END OF THE EAST ABUTMENT OF A 42-FOOT CONCRETE BRIDGE, 1
 JZ1180'FOOT SOUTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE
 JZ1180'HIGHWAY.  NOTE-- MARK IS ABOUT 0.35 MILE WEST OF THE
 JZ1180'OHIO-INDIANA STATE LINE.
 JZ1180
 JZ1180                          STATION RECOVERY (2003)
 JZ1180
 JZ1180'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1180'BRIDGE HAS BEEN REPLACED WITH TWO RECTANGULAR CULVERTS.  THE ABUTMENTS
 JZ1180'ARE NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0432 ***********************************************************************
 LA0432  DESIGNATION -  Z 229
 LA0432  PID         -  LA0432
 LA0432  STATE/COUNTY-  IN/RANDOLPH
 LA0432  COUNTRY     -  US
 LA0432  USGS QUAD   -  LYNN (2019)
 LA0432
 LA0432                         *CURRENT SURVEY CONTROL
 LA0432  ______________________________________________________________________
 LA0432* NAD 83(1986) POSITION- 40 02 57.     (N) 084 56 22.     (W)   SCALED
 LA0432* NAVD 88 ORTHO HEIGHT -   359.404 (meters)     1179.14  (feet) ADJUSTED
 LA0432  ______________________________________________________________________
 LA0432  GEOID HEIGHT    -        -33.592 (meters)                     GEOID18
 LA0432  DYNAMIC HEIGHT  -        359.206 (meters)     1178.49  (feet) COMP
 LA0432  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 LA0432
 LA0432  VERT ORDER      -  SECOND    CLASS 0
 LA0432
 LA0432.The horizontal coordinates were scaled from a map and have
 LA0432.an estimated accuracy of +/- 6 seconds.
 LA0432
 LA0432.The orthometric height was determined by differential leveling and
 LA0432.adjusted by the NATIONAL GEODETIC SURVEY
 LA0432.in June 1991.
 LA0432
 LA0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0432.GEOID18 height accuracy estimate available here.
 LA0432
 LA0432.Click photographs - Photos may exist for this station.
 LA0432
 LA0432.The dynamic height is computed by dividing the NAVD 88
 LA0432.geopotential number by the normal gravity value computed on the
 LA0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0432.degrees latitude (g = 980.6199 gals.).
 LA0432
 LA0432.The modeled gravity was interpolated from observed gravity values.
 LA0432
 LA0432;                    North         East    Units  Estimated Accuracy
 LA0432;SPC IN E     -   533,230.      162,050.      MT  (+/- 180 meters Scaled)
 LA0432
 LA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK757352(NAD 83)
 LA0432
 LA0432                          SUPERSEDED SURVEY CONTROL
 LA0432
 LA0432  NGVD 29 (??/??/92)  359.543  (m)         1179.60   (f) ADJ UNCH    2 0
 LA0432
 LA0432.Superseded values are not recommended for survey control.
 LA0432
 LA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0432.See file dsdata.pdf to determine how the superseded data were derived.
 LA0432
 LA0432_MARKER: DB = BENCH MARK DISK
 LA0432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0432_SP_SET: STEP
 LA0432_STAMPING: Z 229 1947
 LA0432_MARK LOGO: CGS
 LA0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0432+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 LA0432
 LA0432  HISTORY     - Date     Condition        Report By
 LA0432  HISTORY     - 1947     MONUMENTED       CGS
 LA0432  HISTORY     - 20060125 GOOD             GEOCAC
 LA0432
 LA0432                          STATION DESCRIPTION
 LA0432
 LA0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0432'AT LYNN.
 LA0432'AT LYNN, JUST NORTH OF THE INTERSECTION OF U.S. HIGHWAYS 36
 LA0432'AND 27, AT THE NORTHEAST CORNER OF THE FIRST MEMORIAL LIBRARY
 LA0432'BUILDING, SET IN THE TOP OF THE EAST END OF THE FIRST STEP DOWN
 LA0432'OF THE STAIRWAY TO THE BASEMENT OF THE LIBRARY BUILDING, 107
 LA0432'FEET EAST OF THE CENTER LINE OF HIGHWAY 27, 25 FEET SOUTH OF AN
 LA0432'EAST-WEST STREET, 4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LA0432'BUILDING AND ABOUT 0.5 FOOT BELOW THE GROUND.
 LA0432
 LA0432                          STATION RECOVERY (2006)
 LA0432
 LA0432'RECOVERY NOTE BY GEOCACHING 2006 (WJR)
 LA0432'US HIGHWAY 36 HAS BEEN RELOCATED TO THE NORTH.  THE INTERSECTION
 LA0432'REFERRED TO IS NOW CHURCH STREET AND US HIGHWAY 27.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0695 ***********************************************************************
 ME0695  DESIGNATION -  Z 23
 ME0695  PID         -  ME0695
 ME0695  STATE/COUNTY-  IN/STARKE
 ME0695  COUNTRY     -  US
 ME0695  USGS QUAD   -  KNOX EAST (2019)
 ME0695
 ME0695                         *CURRENT SURVEY CONTROL
 ME0695  ______________________________________________________________________
 ME0695* NAD 83(1986) POSITION- 41 20 46.     (N) 086 35 37.     (W)   SCALED
 ME0695* NAVD 88 ORTHO HEIGHT -   214.099 (meters)      702.42  (feet) ADJUSTED
 ME0695  ______________________________________________________________________
 ME0695  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 ME0695  DYNAMIC HEIGHT  -        214.012 (meters)      702.14  (feet) COMP
 ME0695  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 ME0695
 ME0695  VERT ORDER      -  SECOND    CLASS 0
 ME0695
 ME0695.The horizontal coordinates were scaled from a map and have
 ME0695.an estimated accuracy of +/- 6 seconds.
 ME0695
 ME0695.The orthometric height was determined by differential leveling and
 ME0695.adjusted by the NATIONAL GEODETIC SURVEY
 ME0695.in June 1991.
 ME0695
 ME0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0695.GEOID18 height accuracy estimate available here.
 ME0695
 ME0695.Click photographs - Photos may exist for this station.
 ME0695
 ME0695.The dynamic height is computed by dividing the NAVD 88
 ME0695.geopotential number by the normal gravity value computed on the
 ME0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0695.degrees latitude (g = 980.6199 gals.).
 ME0695
 ME0695.The modeled gravity was interpolated from observed gravity values.
 ME0695
 ME0695;                    North         East    Units  Estimated Accuracy
 ME0695;SPC IN W     -   677,110.      940,990.      MT  (+/- 180 meters Scaled)
 ME0695
 ME0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL339772(NAD 83)
 ME0695
 ME0695                          SUPERSEDED SURVEY CONTROL
 ME0695
 ME0695  NGVD 29 (??/??/92)  214.200  (m)          702.75   (f) ADJ UNCH    2 0
 ME0695
 ME0695.Superseded values are not recommended for survey control.
 ME0695
 ME0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0695.See file dsdata.pdf to determine how the superseded data were derived.
 ME0695
 ME0695_MARKER: DB = BENCH MARK DISK
 ME0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0695_STAMPING: Z 23 1934
 ME0695_MARK LOGO: CGS
 ME0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0695+STABILITY: SURFACE MOTION
 ME0695
 ME0695  HISTORY     - Date     Condition        Report By
 ME0695  HISTORY     - 1934     MONUMENTED       CGS
 ME0695  HISTORY     - 1951     GOOD             CGS
 ME0695
 ME0695                          STATION DESCRIPTION
 ME0695
 ME0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 ME0695'2.5 MI S FROM HAMLET.
 ME0695'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME0695'STATION AT HAMLET, STARKE COUNTY, ABOUT 200 YARDS NORTHWEST OF
 ME0695'THE HOME OF W.H. FOSTER (IN 1934), 50 YARDS SOUTH OF SECTION
 ME0695'MARKER 1550, IN THE NORTHEAST ANGLE OF A DIRT-ROAD CROSSING, 39
 ME0695'FEET EAST OF THE EAST RAIL.  33 FEET NORTH OF THE CENTERLINE
 ME0695'OF THE DIRT ROAD, AND 3 FEET WEST OF A FENCE LINE.  A STANDARD
 ME0695'DISK, STAMPED Z 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 ME0695'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1152 ***********************************************************************
 JZ1152  DESIGNATION -  Z 230
 JZ1152  PID         -  JZ1152
 JZ1152  STATE/COUNTY-  IN/WAYNE
 JZ1152  COUNTRY     -  US
 JZ1152  USGS QUAD   -  FOUNTAIN CITY (2019)
 JZ1152
 JZ1152                         *CURRENT SURVEY CONTROL
 JZ1152  ______________________________________________________________________
 JZ1152* NAD 83(1986) POSITION- 39 54 12.4    (N) 084 59 45.5    (W)   HD_HELD2
 JZ1152* NAVD 88 ORTHO HEIGHT -   336.575 (meters)     1104.25  (feet) ADJUSTED
 JZ1152  ______________________________________________________________________
 JZ1152  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 JZ1152  DYNAMIC HEIGHT  -        336.384 (meters)     1103.62  (feet) COMP
 JZ1152  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 JZ1152
 JZ1152  VERT ORDER      -  SECOND    CLASS 0
 JZ1152
 JZ1152.The horizontal coordinates were established by autonomous hand held GPS
 JZ1152.observations and have an estimated accuracy of +/- 10 meters.
 JZ1152
 JZ1152.The orthometric height was determined by differential leveling and
 JZ1152.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1152.in June 1991.
 JZ1152
 JZ1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1152.GEOID18 height accuracy estimate available here.
 JZ1152
 JZ1152.Click photographs - Photos may exist for this station.
 JZ1152
 JZ1152.The dynamic height is computed by dividing the NAVD 88
 JZ1152.geopotential number by the normal gravity value computed on the
 JZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1152.degrees latitude (g = 980.6199 gals.).
 JZ1152
 JZ1152.The modeled gravity was interpolated from observed gravity values.
 JZ1152
 JZ1152;                    North         East    Units  Estimated Accuracy
 JZ1152;SPC IN E     -   517,012.      157,352.      MT  (+/- 10 meters HH2 GPS)
 JZ1152
 JZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7131018962(NAD 83)
 JZ1152
 JZ1152                          SUPERSEDED SURVEY CONTROL
 JZ1152
 JZ1152  NGVD 29 (??/??/92)  336.715  (m)         1104.71   (f) ADJ UNCH    2 0
 JZ1152
 JZ1152.Superseded values are not recommended for survey control.
 JZ1152
 JZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1152.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1152
 JZ1152_MARKER: DB = BENCH MARK DISK
 JZ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1152_STAMPING: Z 230 1947
 JZ1152_MARK LOGO: CGS
 JZ1152_PROJECTION: FLUSH
 JZ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1152+STABILITY: SURFACE MOTION
 JZ1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1152+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1152
 JZ1152  HISTORY     - Date     Condition        Report By
 JZ1152  HISTORY     - 1947     MONUMENTED       CGS
 JZ1152  HISTORY     - 20030316 GOOD             GEOCAC
 JZ1152
 JZ1152                          STATION DESCRIPTION
 JZ1152
 JZ1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1152'3.3 MI S FROM WILLIAMSBURG.
 JZ1152'3.3 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 JZ1152'WILLIAMSBURG, ABOUT 1.5 MILES NORTH OF THE JUNCTION OF STATE
 JZ1152'HIGHWAY 38, AT A CROSS ROAD, 56 FEET EAST OF THE CENTER LINE OF
 JZ1152'THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 24.5
 JZ1152'FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH OF A WIRE FENCE, 2
 JZ1152'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1152'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ1152
 JZ1152                          STATION RECOVERY (2003)
 JZ1152
 JZ1152'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1152'FENCES AREN T THERE.  CONCRETE POST PAINTED BLUE.  DISK HAS NUMEROUS
 JZ1152'ABRASIONS MAKING IDENTIFICATION HARD TO READ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0307 ***********************************************************************
 LA0307  DESIGNATION -  Z 231
 LA0307  PID         -  LA0307
 LA0307  STATE/COUNTY-  IN/JAY
 LA0307  COUNTRY     -  US
 LA0307  USGS QUAD   -  COSMOS (2016)
 LA0307
 LA0307                         *CURRENT SURVEY CONTROL
 LA0307  ______________________________________________________________________
 LA0307* NAD 83(1986) POSITION- 40 18 34.     (N) 084 51 47.     (W)   SCALED
 LA0307* NAVD 88 ORTHO HEIGHT -   325.633 (meters)     1068.35  (feet) ADJUSTED
 LA0307  ______________________________________________________________________
 LA0307  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 LA0307  DYNAMIC HEIGHT  -        325.467 (meters)     1067.80  (feet) COMP
 LA0307  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 LA0307
 LA0307  VERT ORDER      -  SECOND    CLASS 0
 LA0307
 LA0307.The horizontal coordinates were scaled from a map and have
 LA0307.an estimated accuracy of +/- 6 seconds.
 LA0307
 LA0307.The orthometric height was determined by differential leveling and
 LA0307.adjusted by the NATIONAL GEODETIC SURVEY
 LA0307.in June 1991.
 LA0307
 LA0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0307.GEOID18 height accuracy estimate available here.
 LA0307
 LA0307.Click photographs - Photos may exist for this station.
 LA0307
 LA0307.The dynamic height is computed by dividing the NAVD 88
 LA0307.geopotential number by the normal gravity value computed on the
 LA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0307.degrees latitude (g = 980.6199 gals.).
 LA0307
 LA0307.The modeled gravity was interpolated from observed gravity values.
 LA0307
 LA0307;                    North         East    Units  Estimated Accuracy
 LA0307;SPC IN E     -   562,190.      168,310.      MT  (+/- 180 meters Scaled)
 LA0307
 LA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK815642(NAD 83)
 LA0307
 LA0307                          SUPERSEDED SURVEY CONTROL
 LA0307
 LA0307  NGVD 29 (??/??/92)  325.784  (m)         1068.84   (f) ADJ UNCH    2 0
 LA0307
 LA0307.Superseded values are not recommended for survey control.
 LA0307
 LA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0307.See file dsdata.pdf to determine how the superseded data were derived.
 LA0307
 LA0307_MARKER: DB = BENCH MARK DISK
 LA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0307_STAMPING: Z 231 1947
 LA0307_MARK LOGO: CGS
 LA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0307+STABILITY: SURFACE MOTION
 LA0307
 LA0307  HISTORY     - Date     Condition        Report By
 LA0307  HISTORY     - 1947     MONUMENTED       CGS
 LA0307
 LA0307                          STATION DESCRIPTION
 LA0307
 LA0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0307'1.8 MI E FROM NEW PITTSBURG.
 LA0307'ABOUT 1.8 MILE EAST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0307'THE GERMAN REFORM CHURCH AT NEW PITTSBURG, ABOUT 1.05 MILE
 LA0307'WEST OF THE CROSSROADS AT SALEM, AT THE INTERSECTION OF A
 LA0307'NORTH-SOUTH GRAVEL ROAD, 132 FEET WEST OF THE PROLONGED CENTER
 LA0307'LINE OF THE ROAD SOUTH, 30 FEET WEST OF THE CENTER LINE OF THE
 LA0307'ROAD NORTH, 20 FEET NORTH OF THE CENTER LINE OF THE COUNTY LINE
 LA0307'ROAD, 12 FEET WEST OF A FENCE CORNER POST, 1 FOOT NORTH OF THE
 LA0307'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0307'0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0307'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0350 ***********************************************************************
 LA0350  DESIGNATION -  Z 232
 LA0350  PID         -  LA0350
 LA0350  STATE/COUNTY-  IN/JAY
 LA0350  COUNTRY     -  US
 LA0350  USGS QUAD   -  DEERFIELD (2019)
 LA0350
 LA0350                         *CURRENT SURVEY CONTROL
 LA0350  ______________________________________________________________________
 LA0350* NAD 83(1986) POSITION- 40 22 02.     (N) 084 54 03.     (W)   SCALED
 LA0350* NAVD 88 ORTHO HEIGHT -   297.259 (meters)      975.26  (feet) ADJUSTED
 LA0350  ______________________________________________________________________
 LA0350  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 LA0350  DYNAMIC HEIGHT  -        297.110 (meters)      974.77  (feet) COMP
 LA0350  MODELED GRAVITY -    980,116.8   (mgal)                       NAVD 88
 LA0350
 LA0350  VERT ORDER      -  SECOND    CLASS 0
 LA0350
 LA0350.The horizontal coordinates were scaled from a map and have
 LA0350.an estimated accuracy of +/- 6 seconds.
 LA0350
 LA0350.The orthometric height was determined by differential leveling and
 LA0350.adjusted by the NATIONAL GEODETIC SURVEY
 LA0350.in June 1991.
 LA0350
 LA0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0350.GEOID18 height accuracy estimate available here.
 LA0350
 LA0350.Click photographs - Photos may exist for this station.
 LA0350
 LA0350.The dynamic height is computed by dividing the NAVD 88
 LA0350.geopotential number by the normal gravity value computed on the
 LA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0350.degrees latitude (g = 980.6199 gals.).
 LA0350
 LA0350.The modeled gravity was interpolated from observed gravity values.
 LA0350
 LA0350;                    North         East    Units  Estimated Accuracy
 LA0350;SPC IN E     -   568,570.      165,040.      MT  (+/- 180 meters Scaled)
 LA0350
 LA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK782706(NAD 83)
 LA0350
 LA0350                          SUPERSEDED SURVEY CONTROL
 LA0350
 LA0350  NGVD 29 (??/??/92)  297.412  (m)          975.76   (f) ADJ UNCH    2 0
 LA0350
 LA0350.Superseded values are not recommended for survey control.
 LA0350
 LA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0350.See file dsdata.pdf to determine how the superseded data were derived.
 LA0350
 LA0350_MARKER: DB = BENCH MARK DISK
 LA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0350_STAMPING: Z 232 1947
 LA0350_MARK LOGO: CGS
 LA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0350+STABILITY: SURFACE MOTION
 LA0350
 LA0350  HISTORY     - Date     Condition        Report By
 LA0350  HISTORY     - 1947     MONUMENTED       CGS
 LA0350
 LA0350                          STATION DESCRIPTION
 LA0350
 LA0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0350'4.3 MI N FROM NEW PITTSBURG.
 LA0350'ABOUT 0.25 MILE WEST ALONG THE JAY-RANDOLPH COUNTY LINE ROAD FROM
 LA0350'THE GERMAN REFORM CHURCH AT NEW PITTSBURG, THENCE ABOUT 4.05 MILES
 LA0350'NORTH ALONG A GRAVEL ROAD, AT A GRAVEL CROSS ROAD, 40 FEET SOUTH
 LA0350'AND ACROSS THE EAST-WEST ROAD FROM THE WEST END OF AN 8-INCH PIPE
 LA0350'CULVERT UNDER THE NORTH-SOUTH ROAD, 23 FEET WEST OF THE CENTER
 LA0350'LINE OF THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF
 LA0350'THE ROAD WEST, 5 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF THE
 LA0350'WEST RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS
 LA0350'POST, ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 LA0350'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 LA0350'FROM THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD SIDING AT BRICE
 LA0350'BY GOING ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO NEW
 LA0350'PITTSBURG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0945 ***********************************************************************
 ME0945  DESIGNATION -  Z 233
 ME0945  PID         -  ME0945
 ME0945  STATE/COUNTY-  IN/LAKE
 ME0945  COUNTRY     -  US
 ME0945  USGS QUAD   -  GARY (2019)
 ME0945
 ME0945                         *CURRENT SURVEY CONTROL
 ME0945  ______________________________________________________________________
 ME0945* NAD 83(1986) POSITION- 41 32 39.     (N) 087 20 05.     (W)   SCALED
 ME0945* NAVD 88 ORTHO HEIGHT -   192.375 (meters)      631.15  (feet) ADJUSTED
 ME0945  ______________________________________________________________________
 ME0945  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 ME0945  DYNAMIC HEIGHT  -        192.302 (meters)      630.91  (feet) COMP
 ME0945  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 ME0945
 ME0945  VERT ORDER      -  SECOND    CLASS 0
 ME0945
 ME0945.The horizontal coordinates were scaled from a map and have
 ME0945.an estimated accuracy of +/- 6 seconds.
 ME0945
 ME0945.The orthometric height was determined by differential leveling and
 ME0945.adjusted by the NATIONAL GEODETIC SURVEY
 ME0945.in June 1991.
 ME0945
 ME0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0945.GEOID18 height accuracy estimate available here.
 ME0945
 ME0945.Click photographs - Photos may exist for this station.
 ME0945
 ME0945.The dynamic height is computed by dividing the NAVD 88
 ME0945.geopotential number by the normal gravity value computed on the
 ME0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0945.degrees latitude (g = 980.6199 gals.).
 ME0945
 ME0945.The modeled gravity was interpolated from observed gravity values.
 ME0945
 ME0945;                    North         East    Units  Estimated Accuracy
 ME0945;SPC IN W     -   699,020.      879,030.      MT  (+/- 180 meters Scaled)
 ME0945
 ME0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720992(NAD 83)
 ME0945
 ME0945                          SUPERSEDED SURVEY CONTROL
 ME0945
 ME0945  NGVD 29 (??/??/92)  192.474  (m)          631.48   (f) ADJ UNCH    2 0
 ME0945
 ME0945.Superseded values are not recommended for survey control.
 ME0945
 ME0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0945.See file dsdata.pdf to determine how the superseded data were derived.
 ME0945
 ME0945_MARKER: DB = BENCH MARK DISK
 ME0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0945_SP_SET: WATER TOWER FOUNDATION
 ME0945_STAMPING: Z 233 1947
 ME0945_MARK LOGO: CGS
 ME0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0945
 ME0945  HISTORY     - Date     Condition        Report By
 ME0945  HISTORY     - 1947     MONUMENTED       CGS
 ME0945
 ME0945                          STATION DESCRIPTION
 ME0945
 ME0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0945'0.4 MI S FROM GARY.
 ME0945'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 53 FROM ITS INTERSECTION
 ME0945'WITH U.S. HIGHWAY 6 AT GARY, SET IN THE TOP OF THE SOUTHEAST
 ME0945'CORNER OF THE CONCRETE FOUNDATION OF THE MOST SOUTHERN ONE OF
 ME0945'TEN LEGS TO THE CITY WATER TOWER, 31 FEET WEST OF THE NORTHWEST
 ME0945'CORNER OF THE PUMP HOUSE, 27 FEET SOUTH OF THE SOUTH FACE OF THE
 ME0945'STAND PIPE, AND 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2375 ***********************************************************************
 JZ2375  DESIGNATION -  Z 234
 JZ2375  PID         -  JZ2375
 JZ2375  STATE/COUNTY-  IN/MADISON
 JZ2375  COUNTRY     -  US
 JZ2375  USGS QUAD   -  INGALLS (2019)
 JZ2375
 JZ2375                         *CURRENT SURVEY CONTROL
 JZ2375  ______________________________________________________________________
 JZ2375* NAD 83(1986) POSITION- 39 58 35.     (N) 085 45 55.     (W)   SCALED
 JZ2375* NAVD 88 ORTHO HEIGHT -   262.784 (meters)      862.15  (feet) ADJUSTED
 JZ2375  ______________________________________________________________________
 JZ2375  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 JZ2375  DYNAMIC HEIGHT  -        262.638 (meters)      861.67  (feet) COMP
 JZ2375  MODELED GRAVITY -    980,066.0   (mgal)                       NAVD 88
 JZ2375
 JZ2375  VERT ORDER      -  FIRST     CLASS II
 JZ2375
 JZ2375.The horizontal coordinates were scaled from a map and have
 JZ2375.an estimated accuracy of +/- 6 seconds.
 JZ2375
 JZ2375.The orthometric height was determined by differential leveling and
 JZ2375.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2375.in June 1991.
 JZ2375
 JZ2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2375.GEOID18 height accuracy estimate available here.
 JZ2375
 JZ2375.Click photographs - Photos may exist for this station.
 JZ2375
 JZ2375.The dynamic height is computed by dividing the NAVD 88
 JZ2375.geopotential number by the normal gravity value computed on the
 JZ2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2375.degrees latitude (g = 980.6199 gals.).
 JZ2375
 JZ2375.The modeled gravity was interpolated from observed gravity values.
 JZ2375
 JZ2375;                    North         East    Units  Estimated Accuracy
 JZ2375;SPC IN E     -   524,900.       91,580.      MT  (+/- 180 meters Scaled)
 JZ2375
 JZ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK054258(NAD 83)
 JZ2375
 JZ2375                          SUPERSEDED SURVEY CONTROL
 JZ2375
 JZ2375  NGVD 29 (??/??/92)  262.916  (m)          862.58   (f) ADJ UNCH    1 2
 JZ2375
 JZ2375.Superseded values are not recommended for survey control.
 JZ2375
 JZ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2375.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2375
 JZ2375_MARKER: DB = BENCH MARK DISK
 JZ2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2375_STAMPING: Z 234 1947
 JZ2375_MARK LOGO: CGS
 JZ2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2375+STABILITY: SURFACE MOTION
 JZ2375
 JZ2375  HISTORY     - Date     Condition        Report By
 JZ2375  HISTORY     - 1947     MONUMENTED       CGS
 JZ2375
 JZ2375                          STATION DESCRIPTION
 JZ2375
 JZ2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2375'2.5 MI SW FROM PENDLETON.
 JZ2375'ABOUT 2.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2375'FROM THE STATION AT PENDLETON, ABOUT 2.6 MILES NORTHEAST OF THE
 JZ2375'POST OFFICE AT INGALLS, 71.5 FEET EAST AND ACROSS THE TRACKS
 JZ2375'FROM MILE POST 258, 56 FEET SOUTHWEST OF POLE NO. 257/52, 23 FEET
 JZ2375'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF STATE HIGHWAY
 JZ2375'67, 18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHWEST
 JZ2375'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND
 JZ2375'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0200 ***********************************************************************
 KA0200  DESIGNATION -  Z 235
 KA0200  PID         -  KA0200
 KA0200  STATE/COUNTY-  IN/MARION
 KA0200  COUNTRY     -  US
 KA0200  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0200
 KA0200                         *CURRENT SURVEY CONTROL
 KA0200  ______________________________________________________________________
 KA0200* NAD 83(1986) POSITION- 39 47 48.     (N) 086 00 58.     (W)   SCALED
 KA0200* NAVD 88 ORTHO HEIGHT -   268.184 (meters)      879.87  (feet) POSTED
 KA0200  ______________________________________________________________________
 KA0200  GEOID HEIGHT    -        -33.781 (meters)                     GEOID18
 KA0200  DYNAMIC HEIGHT  -        268.03  (meters)      879.4   (feet) COMP
 KA0200  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 KA0200
 KA0200  VERT ORDER      -  * POSTED, SEE BELOW
 KA0200
 KA0200.The horizontal coordinates were scaled from a map and have
 KA0200.an estimated accuracy of +/- 6 seconds.
 KA0200
 KA0200.The orthometric height was determined by differential leveling
 KA0200.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0200
 KA0200.* This is a POSTED BENCH MARK height.
 KA0200
 KA0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0200.GEOID18 height accuracy estimate available here.
 KA0200
 KA0200.Click photographs - Photos may exist for this station.
 KA0200
 KA0200.The dynamic height is computed by dividing the NAVD 88
 KA0200.geopotential number by the normal gravity value computed on the
 KA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0200.degrees latitude (g = 980.6199 gals.).
 KA0200
 KA0200.The modeled gravity was interpolated from observed gravity values.
 KA0200
 KA0200;                    North         East    Units  Estimated Accuracy
 KA0200;SPC IN E     -   505,000.       70,070.      MT  (+/- 180 meters Scaled)
 KA0200
 KA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK842056(NAD 83)
 KA0200
 KA0200                          SUPERSEDED SURVEY CONTROL
 KA0200
 KA0200  NGVD 29 (??/??/92)  268.300  (m)          880.25   (f) ADJ UNCH    2 0
 KA0200
 KA0200.Superseded values are not recommended for survey control.
 KA0200
 KA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0200.See file dsdata.pdf to determine how the superseded data were derived.
 KA0200
 KA0200_MARKER: DB = BENCH MARK DISK
 KA0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0200_SP_SET: HANGAR
 KA0200_STAMPING: Z 235 1947
 KA0200_MARK LOGO: CGS
 KA0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0200
 KA0200  HISTORY     - Date     Condition        Report By
 KA0200  HISTORY     - 1947     MONUMENTED       CGS
 KA0200  HISTORY     - 1950     GOOD             CGS
 KA0200  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0200
 KA0200                          STATION DESCRIPTION
 KA0200
 KA0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0200'5 MI NW FROM CUMBERLAND.
 KA0200'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0200'AT CUMBERLAND, THENCE ABOUT 1.6 MILE NORTH ALONG POST ROAD,
 KA0200'THENCE ABOUT 0.5 MILE WEST ALONG EAST 21ST STREET, AT SKY HARBOR
 KA0200'AIRPORT, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 KA0200'CORNER OF A CONCRETE BLOCK REPAIR HANGAR, ABOUT 68.5 FEET NORTH OF
 KA0200'THE CENTER LINE OF 21ST STREET, 1.3 FEET NORTH OF THE CORNER
 KA0200'OF THE BUILDING AND 2.6 FEET ABOVE THE GROUND.
 KA0200
 KA0200                          STATION RECOVERY (1950)
 KA0200
 KA0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KA0200'RECOVERED IN GOOD CONDITION.
 KA0200
 KA0200                          STATION RECOVERY (1976)
 KA0200
 KA0200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2464 ***********************************************************************
 JZ2464  DESIGNATION -  Z 237
 JZ2464  PID         -  JZ2464
 JZ2464  STATE/COUNTY-  IN/MARION
 JZ2464  COUNTRY     -  US
 JZ2464  USGS QUAD   -  CUMBERLAND (2019)
 JZ2464
 JZ2464                         *CURRENT SURVEY CONTROL
 JZ2464  ______________________________________________________________________
 JZ2464* NAD 83(1986) POSITION- 39 48 43.     (N) 085 57 11.     (W)   SCALED
 JZ2464* NAVD 88 ORTHO HEIGHT -   263.080 (meters)      863.12  (feet) ADJUSTED
 JZ2464  ______________________________________________________________________
 JZ2464  GEOID HEIGHT    -        -33.883 (meters)                     GEOID18
 JZ2464  DYNAMIC HEIGHT  -        262.930 (meters)      862.63  (feet) COMP
 JZ2464  MODELED GRAVITY -    980,050.8   (mgal)                       NAVD 88
 JZ2464
 JZ2464  VERT ORDER      -  SECOND    CLASS 0
 JZ2464
 JZ2464.The horizontal coordinates were scaled from a map and have
 JZ2464.an estimated accuracy of +/- 6 seconds.
 JZ2464
 JZ2464.The orthometric height was determined by differential leveling and
 JZ2464.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2464.in June 1991.
 JZ2464
 JZ2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2464.GEOID18 height accuracy estimate available here.
 JZ2464
 JZ2464.Click photographs - Photos may exist for this station.
 JZ2464
 JZ2464.The dynamic height is computed by dividing the NAVD 88
 JZ2464.geopotential number by the normal gravity value computed on the
 JZ2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2464.degrees latitude (g = 980.6199 gals.).
 JZ2464
 JZ2464.The modeled gravity was interpolated from observed gravity values.
 JZ2464
 JZ2464;                    North         East    Units  Estimated Accuracy
 JZ2464;SPC IN E     -   506,680.       75,480.      MT  (+/- 180 meters Scaled)
 JZ2464
 JZ2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK896074(NAD 83)
 JZ2464
 JZ2464                          SUPERSEDED SURVEY CONTROL
 JZ2464
 JZ2464  NGVD 29 (??/??/92)  263.199  (m)          863.51   (f) ADJ UNCH    2 0
 JZ2464
 JZ2464.Superseded values are not recommended for survey control.
 JZ2464
 JZ2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2464.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2464
 JZ2464_MARKER: DB = BENCH MARK DISK
 JZ2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2464_STAMPING: Z 237 1947
 JZ2464_MARK LOGO: CGS
 JZ2464_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2464+STABILITY: SURFACE MOTION
 JZ2464
 JZ2464  HISTORY     - Date     Condition        Report By
 JZ2464  HISTORY     - 1947     MONUMENTED       CGS
 JZ2464  HISTORY     - 1973     GOOD             NGS
 JZ2464  HISTORY     - 1976     GOOD             LOCSUR
 JZ2464  HISTORY     - 19880802 GOOD             LOCENG
 JZ2464
 JZ2464                          STATION DESCRIPTION
 JZ2464
 JZ2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2464'2.8 MI N FROM CUMBERLAND.
 JZ2464'ABOUT 2.85 MILES NORTH ALONG THE OAKLANDON-CUMBERLAND ROAD FROM
 JZ2464'THE POST OFFICE AT CUMBERLAND, IN THE NORTHWEST QUARTER OF THE
 JZ2464'JUNCTION OF THE COUNTY LINE ROAD AND AN EAST-WEST ROAD, ABOUT
 JZ2464'0.25 MILE EAST OF THE T JUNCTION WITH THE EAST-WEST ROAD AND THE
 JZ2464'ROAD LEADING SOUTH TO CUMBERLAND, 50 FEET NORTH OF THE CENTER
 JZ2464'LINE OF THE EAST-WEST ROAD, 16 FEET WEST OF THE CENTER LINE OF THE
 JZ2464'COUNTY LINE ROAD LEADING NORTH, 31 FEET NORTH OF A FENCE CORNER, 3
 JZ2464'FEET NORTH OF TELEPHONE POLE A 142/1, 1 FOOT EAST OF A FENCE
 JZ2464'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2464'LEVEL WITH THE ROADS, SET IN THE TOP OF A CONCRETE POST
 JZ2464'PROJECTING ABOUT 6 INCHES.
 JZ2464
 JZ2464                          STATION RECOVERY (1973)
 JZ2464
 JZ2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2464'RECOVERED IN GOOD CONDITION.
 JZ2464
 JZ2464                          STATION RECOVERY (1976)
 JZ2464
 JZ2464'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JZ2464'RECOVERED IN GOOD CONDITION.
 JZ2464
 JZ2464                          STATION RECOVERY (1988)
 JZ2464
 JZ2464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2568 ***********************************************************************
 JZ2568  DESIGNATION -  Z 238
 JZ2568  PID         -  JZ2568
 JZ2568  STATE/COUNTY-  IN/SHELBY
 JZ2568  COUNTRY     -  US
 JZ2568  USGS QUAD   -  ACTON (2019)
 JZ2568
 JZ2568                         *CURRENT SURVEY CONTROL
 JZ2568  ______________________________________________________________________
 JZ2568* NAD 83(1986) POSITION- 39 40 06.     (N) 085 53 47.     (W)   SCALED
 JZ2568* NAVD 88 ORTHO HEIGHT -   244.008 (meters)      800.55  (feet) ADJUSTED
 JZ2568  ______________________________________________________________________
 JZ2568  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 JZ2568  DYNAMIC HEIGHT  -        243.868 (meters)      800.09  (feet) COMP
 JZ2568  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 JZ2568
 JZ2568  VERT ORDER      -  SECOND    CLASS 0
 JZ2568
 JZ2568.The horizontal coordinates were scaled from a map and have
 JZ2568.an estimated accuracy of +/- 6 seconds.
 JZ2568
 JZ2568.The orthometric height was determined by differential leveling and
 JZ2568.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2568.in June 1991.
 JZ2568
 JZ2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2568.GEOID18 height accuracy estimate available here.
 JZ2568
 JZ2568.Click photographs - Photos may exist for this station.
 JZ2568
 JZ2568.The dynamic height is computed by dividing the NAVD 88
 JZ2568.geopotential number by the normal gravity value computed on the
 JZ2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2568.degrees latitude (g = 980.6199 gals.).
 JZ2568
 JZ2568.The modeled gravity was interpolated from observed gravity values.
 JZ2568
 JZ2568;                    North         East    Units  Estimated Accuracy
 JZ2568;SPC IN E     -   490,720.       80,290.      MT  (+/- 180 meters Scaled)
 JZ2568
 JZ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ946915(NAD 83)
 JZ2568
 JZ2568                          SUPERSEDED SURVEY CONTROL
 JZ2568
 JZ2568  NGVD 29 (??/??/92)  244.123  (m)          800.93   (f) ADJ UNCH    2 0
 JZ2568
 JZ2568.Superseded values are not recommended for survey control.
 JZ2568
 JZ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2568.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2568
 JZ2568_MARKER: DB = BENCH MARK DISK
 JZ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2568_STAMPING: Z 238 1947
 JZ2568_MARK LOGO: CGS
 JZ2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2568+STABILITY: SURFACE MOTION
 JZ2568
 JZ2568  HISTORY     - Date     Condition        Report By
 JZ2568  HISTORY     - 1947     MONUMENTED       CGS
 JZ2568  HISTORY     - 1973     GOOD             NGS
 JZ2568  HISTORY     - 1986     GOOD             NGS
 JZ2568
 JZ2568                          STATION DESCRIPTION
 JZ2568
 JZ2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2568'2.8 MI E FROM PLEASANT VIEW.
 JZ2568'THIS MARK IS REACHED FROM PLEASANT VIEW BY GOING 0.2 MILE
 JZ2568'SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE BAPTIST CHURCH, THENCE
 JZ2568'0.95 MILE EAST, 0.45 MILE NORTHEAST AND 1.25 MILE EAST ALONG A
 JZ2568'PAVED COUNTY ROAD.  THE MARK IS IN THE NORTHWEST QUARTER OF A
 JZ2568'PAVED ROAD INTERSECTION, 24 FEET NORTH OF THE CENTER LINE OF THE
 JZ2568'EAST-WEST ROAD, 20 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 JZ2568'ROAD, 12 FEET SOUTH OF A POWER POLE, 3.5 FEET NORTH OF A FENCE
 JZ2568'CORNER, 2 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 JZ2568'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JZ2568'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 JZ2568
 JZ2568                          STATION RECOVERY (1973)
 JZ2568
 JZ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2568'RECOVERED IN GOOD CONDITION.
 JZ2568
 JZ2568                          STATION RECOVERY (1986)
 JZ2568
 JZ2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2553 ***********************************************************************
 JZ2553  DESIGNATION -  Z 239
 JZ2553  PID         -  JZ2553
 JZ2553  STATE/COUNTY-  IN/SHELBY
 JZ2553  COUNTRY     -  US
 JZ2553  USGS QUAD   -  MORRISTOWN (2019)
 JZ2553
 JZ2553                         *CURRENT SURVEY CONTROL
 JZ2553  ______________________________________________________________________
 JZ2553* NAD 83(1986) POSITION- 39 37 32.21   (N) 085 41 11.76   (W)   HD_HELD1
 JZ2553* NAVD 88 ORTHO HEIGHT -   266.254 (meters)      873.54  (feet) ADJUSTED
 JZ2553  ______________________________________________________________________
 JZ2553  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JZ2553  DYNAMIC HEIGHT  -        266.097 (meters)      873.02  (feet) COMP
 JZ2553  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 JZ2553
 JZ2553  VERT ORDER      -  SECOND    CLASS 0
 JZ2553
 JZ2553.The horizontal coordinates were determined by differentially corrected
 JZ2553.hand held GPS observations or other comparable positioning techniques
 JZ2553.and have an estimated accuracy of +/- 3 meters.
 JZ2553
 JZ2553.The orthometric height was determined by differential leveling and
 JZ2553.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2553.in June 1991.
 JZ2553
 JZ2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2553.GEOID18 height accuracy estimate available here.
 JZ2553
 JZ2553.Click photographs - Photos may exist for this station.
 JZ2553
 JZ2553.The dynamic height is computed by dividing the NAVD 88
 JZ2553.geopotential number by the normal gravity value computed on the
 JZ2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2553.degrees latitude (g = 980.6199 gals.).
 JZ2553
 JZ2553.The modeled gravity was interpolated from observed gravity values.
 JZ2553
 JZ2553;                    North         East    Units  Estimated Accuracy
 JZ2553;SPC IN E     -   485,950.7      98,288.6     MT  (+/- 3 meters HH1 GPS) 
 JZ2553
 JZ2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1272387029(NAD 83)
 JZ2553
 JZ2553                          SUPERSEDED SURVEY CONTROL
 JZ2553
 JZ2553  NGVD 29 (??/??/92)  266.374  (m)          873.93   (f) ADJ UNCH    2 0
 JZ2553
 JZ2553.Superseded values are not recommended for survey control.
 JZ2553
 JZ2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2553.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2553
 JZ2553_MARKER: DB = BENCH MARK DISK
 JZ2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2553_STAMPING: Z 239 1947
 JZ2553_MARK LOGO: CGS
 JZ2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2553+STABILITY: SURFACE MOTION
 JZ2553
 JZ2553  HISTORY     - Date     Condition        Report By
 JZ2553  HISTORY     - 1947     MONUMENTED       CGS
 JZ2553
 JZ2553                          STATION DESCRIPTION
 JZ2553
 JZ2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2553'3.9 MI SE FROM MORRISTOWN.
 JZ2553'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE SCHOOL
 JZ2553'BUILDING AT MORRISTOWN, THENCE 3.1 MILE SOUTH OF A GRAVEL ROAD,
 JZ2553'AT THE JUNCTION WITH A ROAD LEADING EAST, 45 FEET SOUTH OF THE
 JZ2553'CENTER LINE OF THE ROAD LEADING EAST, 19 FEET EAST OF THE CENTER
 JZ2553'LINE OF THE NORTH-SOUTH ROAD, 29.5 FEET SOUTH OF A FENCE CORNER,
 JZ2553'2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 JZ2553'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ2553'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2487 ***********************************************************************
 JZ2487  DESIGNATION -  Z 240
 JZ2487  PID         -  JZ2487
 JZ2487  STATE/COUNTY-  IN/HANCOCK
 JZ2487  COUNTRY     -  US
 JZ2487  USGS QUAD   -  GREENFIELD (2019)
 JZ2487
 JZ2487                         *CURRENT SURVEY CONTROL
 JZ2487  ______________________________________________________________________
 JZ2487* NAD 83(1986) POSITION- 39 50 37.5    (N) 085 50 26.9    (W)   HD_HELD2
 JZ2487* NAVD 88 ORTHO HEIGHT -   266.097 (meters)      873.02  (feet) ADJUSTED
 JZ2487  ______________________________________________________________________
 JZ2487  GEOID HEIGHT    -        -33.995 (meters)                     GEOID18
 JZ2487  DYNAMIC HEIGHT  -        265.946 (meters)      872.52  (feet) COMP
 JZ2487  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 JZ2487
 JZ2487  VERT ORDER      -  SECOND    CLASS 0
 JZ2487
 JZ2487.The horizontal coordinates were established by autonomous hand held GPS
 JZ2487.observations and have an estimated accuracy of +/- 10 meters.
 JZ2487
 JZ2487.The orthometric height was determined by differential leveling and
 JZ2487.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2487.in June 1991.
 JZ2487
 JZ2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2487.GEOID18 height accuracy estimate available here.
 JZ2487
 JZ2487.Click photographs - Photos may exist for this station.
 JZ2487
 JZ2487.The dynamic height is computed by dividing the NAVD 88
 JZ2487.geopotential number by the normal gravity value computed on the
 JZ2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2487.degrees latitude (g = 980.6199 gals.).
 JZ2487
 JZ2487.The modeled gravity was interpolated from observed gravity values.
 JZ2487
 JZ2487;                    North         East    Units  Estimated Accuracy
 JZ2487;SPC IN E     -   510,184.       85,096.      MT  (+/- 10 meters HH2 GPS)
 JZ2487
 JZ2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9917411058(NAD 83)
 JZ2487
 JZ2487                          SUPERSEDED SURVEY CONTROL
 JZ2487
 JZ2487  NGVD 29 (??/??/92)  266.219  (m)          873.42   (f) ADJ UNCH    2 0
 JZ2487
 JZ2487.Superseded values are not recommended for survey control.
 JZ2487
 JZ2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2487.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2487
 JZ2487_MARKER: DB = BENCH MARK DISK
 JZ2487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2487_SP_SET: BUILDING
 JZ2487_STAMPING: Z 240 1947
 JZ2487_MARK LOGO: CGS
 JZ2487_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2487
 JZ2487  HISTORY     - Date     Condition        Report By
 JZ2487  HISTORY     - 1947     MONUMENTED       CGS
 JZ2487  HISTORY     - 20000101 GOOD             IN-059
 JZ2487
 JZ2487                          STATION DESCRIPTION
 JZ2487
 JZ2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2487'AT MOHAWK.
 JZ2487'AT MOHAWK, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 JZ2487'CORNER OF THE MOHAWK BANK BUILDING, 0.7 FOOT NORTH OF THE
 JZ2487'SOUTHEAST CORNER AND 2.6 FEET ABOVE THE GROUND.
 JZ2487
 JZ2487                          STATION RECOVERY (2000)
 JZ2487
 JZ2487'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2000 (CC)
 JZ2487'AT MOHAWK, FORMER MOHAWK BANK BUILDING HAS BEEN TURNED INTO A
 JZ2487'RESIDENCE.  THE CONCRETE ENGRAVED, MOHAWK BANK, IS STILL PRESENT ABOVE
 JZ2487'THE FRONT DOOR OF THE RESIDENCE.  HOUSE ADDRESS NUMBER IS 4108 NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2459 ***********************************************************************
 JZ2459  DESIGNATION -  Z 241
 JZ2459  PID         -  JZ2459
 JZ2459  STATE/COUNTY-  IN/HANCOCK
 JZ2459  COUNTRY     -  US
 JZ2459  USGS QUAD   -  SHIRLEY (2019)
 JZ2459
 JZ2459                         *CURRENT SURVEY CONTROL
 JZ2459  ______________________________________________________________________
 JZ2459* NAD 83(1986) POSITION- 39 54 06.     (N) 085 35 30.     (W)   SCALED
 JZ2459* NAVD 88 ORTHO HEIGHT -   308.063 (meters)     1010.70  (feet) ADJUSTED
 JZ2459  ______________________________________________________________________
 JZ2459  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 JZ2459  DYNAMIC HEIGHT  -        307.890 (meters)     1010.14  (feet) COMP
 JZ2459  MODELED GRAVITY -    980,056.4   (mgal)                       NAVD 88
 JZ2459
 JZ2459  VERT ORDER      -  SECOND    CLASS 0
 JZ2459
 JZ2459.The horizontal coordinates were scaled from a map and have
 JZ2459.an estimated accuracy of +/- 6 seconds.
 JZ2459
 JZ2459.The orthometric height was determined by differential leveling and
 JZ2459.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2459.in June 1991.
 JZ2459
 JZ2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2459.GEOID18 height accuracy estimate available here.
 JZ2459
 JZ2459.Click photographs - Photos may exist for this station.
 JZ2459
 JZ2459.The dynamic height is computed by dividing the NAVD 88
 JZ2459.geopotential number by the normal gravity value computed on the
 JZ2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2459.degrees latitude (g = 980.6199 gals.).
 JZ2459
 JZ2459.The modeled gravity was interpolated from observed gravity values.
 JZ2459
 JZ2459;                    North         East    Units  Estimated Accuracy
 JZ2459;SPC IN E     -   516,600.      106,410.      MT  (+/- 180 meters Scaled)
 JZ2459
 JZ2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK203177(NAD 83)
 JZ2459
 JZ2459                          SUPERSEDED SURVEY CONTROL
 JZ2459
 JZ2459  NGVD 29 (??/??/92)  308.188  (m)         1011.11   (f) ADJ UNCH    2 0
 JZ2459
 JZ2459.Superseded values are not recommended for survey control.
 JZ2459
 JZ2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2459.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2459
 JZ2459_MARKER: DB = BENCH MARK DISK
 JZ2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2459_STAMPING: Z 241 1947
 JZ2459_MARK LOGO: CGS
 JZ2459_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2459+STABILITY: SURFACE MOTION
 JZ2459
 JZ2459  HISTORY     - Date     Condition        Report By
 JZ2459  HISTORY     - 1947     MONUMENTED       CGS
 JZ2459  HISTORY     - 19940604 MARK NOT FOUND   LOCENG
 JZ2459
 JZ2459                          STATION DESCRIPTION
 JZ2459
 JZ2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2459'1.3 MI NW FROM SHIRLEY.
 JZ2459'ABOUT 0.9 MILE NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2459'AND ST. LOUIS RAILWAY FROM THE STATION AT SHIRLEY, THENCE 0.4
 JZ2459'MILE WEST ALONG STATE HIGHWAY 234, IN THE SOUTHWEST QUARTER
 JZ2459'OF A NORTH-SOUTH GRAVEL ROAD INTERSECTION, 29 FEET WEST OF THE
 JZ2459'CENTER LINE OF THE CROSSROAD, 37 FEET SOUTH OF THE CENTER LINE
 JZ2459'OF THE HIGHWAY, 11.5 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH
 JZ2459'OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JZ2459'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2459'POST PROJECTING ABOUT 6 INCHES.
 JZ2459
 JZ2459                          STATION RECOVERY (1994)
 JZ2459
 JZ2459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DWS)
 JZ2459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0191 ***********************************************************************
 KA0191  DESIGNATION -  Z 242
 KA0191  PID         -  KA0191
 KA0191  STATE/COUNTY-  IN/MARION
 KA0191  COUNTRY     -  US
 KA0191  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0191
 KA0191                         *CURRENT SURVEY CONTROL
 KA0191  ______________________________________________________________________
 KA0191* NAD 83(1986) POSITION- 39 46 12.6    (N) 086 04 26.9    (W)   HD_HELD2
 KA0191* NAVD 88 ORTHO HEIGHT -   249.232 (meters)      817.69  (feet) POSTED
 KA0191  ______________________________________________________________________
 KA0191  GEOID HEIGHT    -        -33.657 (meters)                     GEOID18
 KA0191  DYNAMIC HEIGHT  -        249.09  (meters)      817.2   (feet) COMP
 KA0191  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 KA0191
 KA0191  VERT ORDER      -  * POSTED, SEE BELOW
 KA0191
 KA0191.The horizontal coordinates were established by autonomous hand held GPS
 KA0191.observations and have an estimated accuracy of +/- 10 meters.
 KA0191
 KA0191.The orthometric height was determined by differential leveling
 KA0191.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0191
 KA0191.* This is a POSTED BENCH MARK height.
 KA0191
 KA0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0191.GEOID18 height accuracy estimate available here.
 KA0191
 KA0191.Click photographs - Photos may exist for this station.
 KA0191
 KA0191.The dynamic height is computed by dividing the NAVD 88
 KA0191.geopotential number by the normal gravity value computed on the
 KA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0191.degrees latitude (g = 980.6199 gals.).
 KA0191
 KA0191.The modeled gravity was interpolated from observed gravity values.
 KA0191
 KA0191;                    North         East    Units  Estimated Accuracy
 KA0191;SPC IN E     -   502,079.       65,089.      MT  (+/- 10 meters HH2 GPS)
 KA0191
 KA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7929602658(NAD 83)
 KA0191
 KA0191                          SUPERSEDED SURVEY CONTROL
 KA0191
 KA0191  NGVD 29 (??/??/92)  249.358  (m)          818.10   (f) ADJ UNCH    2 0
 KA0191
 KA0191.Superseded values are not recommended for survey control.
 KA0191
 KA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0191.See file dsdata.pdf to determine how the superseded data were derived.
 KA0191
 KA0191_MARKER: DB = BENCH MARK DISK
 KA0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0191_SP_SET: BUILDING
 KA0191_STAMPING: Z 242 1947
 KA0191_MARK LOGO: CGS
 KA0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0191+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2024
 KA0191
 KA0191  HISTORY     - Date     Condition        Report By
 KA0191  HISTORY     - 1947     MONUMENTED       CGS
 KA0191  HISTORY     - 1961     GOOD             CGS
 KA0191  HISTORY     - 1976     GOOD             LOCSUR
 KA0191  HISTORY     - 19950919 GOOD             USPSQD
 KA0191  HISTORY     - 20051227 GOOD             USPSQD
 KA0191  HISTORY     - 20090109 GOOD             PICI
 KA0191  HISTORY     - 20240315 GOOD             ALSPLS
 KA0191
 KA0191                          STATION DESCRIPTION
 KA0191
 KA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0191'AT INDIANAPOLIS.
 KA0191'AT INDIANAPOLIS, ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 40
 KA0191'FROM THE MARION COUNTY COURTHOUSE, AT THE INTERSECTION OF EAST
 KA0191'WASHINGTON AND RITTER STREETS, SET VERTICALLY IN THE NORTH FACE
 KA0191'OF THE NORTHEAST CORNER OF PUBLIC SCHOOL NUMBER 57 BUILDING, 1
 KA0191'FOOT WEST OF THE CORNER AND 2.5 FEET ABOVE THE GROUND.
 KA0191
 KA0191                          STATION RECOVERY (1961)
 KA0191
 KA0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KA0191'RECOVERED IN GOOD CONDITION.
 KA0191
 KA0191                          STATION RECOVERY (1976)
 KA0191
 KA0191'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0191'RECOVERED IN GOOD CONDITION.
 KA0191
 KA0191                          STATION RECOVERY (1995)
 KA0191
 KA0191'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0191'RECOVERED IN GOOD CONDITION.
 KA0191
 KA0191                          STATION RECOVERY (2005)
 KA0191
 KA0191'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 KA0191'RECOVERED AS DESCRIBED.
 KA0191
 KA0191                          STATION RECOVERY (2009)
 KA0191
 KA0191'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2009 (DW)
 KA0191'RECOVERED IN GOOD CONDITION.
 KA0191
 KA0191                          STATION RECOVERY (2024)
 KA0191
 KA0191'RECOVERY NOTE BY AL SOCIETY PROFESSIONAL LAND SURV 2024 (AB)
 KA0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2526 ***********************************************************************
 JZ2526  DESIGNATION -  Z 243
 JZ2526  PID         -  JZ2526
 JZ2526  STATE/COUNTY-  IN/HANCOCK
 JZ2526  COUNTRY     -  US
 JZ2526  USGS QUAD   -  CLEVELAND (2019)
 JZ2526
 JZ2526                         *CURRENT SURVEY CONTROL
 JZ2526  ______________________________________________________________________
 JZ2526* NAD 83(1986) POSITION- 39 47 26.     (N) 085 38 03.     (W)   SCALED
 JZ2526* NAVD 88 ORTHO HEIGHT -   298.948 (meters)      980.80  (feet) ADJUSTED
 JZ2526  ______________________________________________________________________
 JZ2526  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JZ2526  DYNAMIC HEIGHT  -        298.777 (meters)      980.24  (feet) COMP
 JZ2526  MODELED GRAVITY -    980,046.2   (mgal)                       NAVD 88
 JZ2526
 JZ2526  VERT ORDER      -  SECOND    CLASS 0
 JZ2526
 JZ2526.The horizontal coordinates were scaled from a map and have
 JZ2526.an estimated accuracy of +/- 6 seconds.
 JZ2526
 JZ2526.The orthometric height was determined by differential leveling and
 JZ2526.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2526.in June 1991.
 JZ2526
 JZ2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2526.GEOID18 height accuracy estimate available here.
 JZ2526
 JZ2526.Click photographs - Photos may exist for this station.
 JZ2526
 JZ2526.The dynamic height is computed by dividing the NAVD 88
 JZ2526.geopotential number by the normal gravity value computed on the
 JZ2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2526.degrees latitude (g = 980.6199 gals.).
 JZ2526
 JZ2526.The modeled gravity was interpolated from observed gravity values.
 JZ2526
 JZ2526;                    North         East    Units  Estimated Accuracy
 JZ2526;SPC IN E     -   504,260.      102,780.      MT  (+/- 180 meters Scaled)
 JZ2526
 JZ2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK169054(NAD 83)
 JZ2526
 JZ2526                          SUPERSEDED SURVEY CONTROL
 JZ2526
 JZ2526  NGVD 29 (??/??/92)  299.071  (m)          981.20   (f) ADJ UNCH    2 0
 JZ2526
 JZ2526.Superseded values are not recommended for survey control.
 JZ2526
 JZ2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2526.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2526
 JZ2526_MARKER: DB = BENCH MARK DISK
 JZ2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2526_STAMPING: Z 243 1947
 JZ2526_MARK LOGO: CGS
 JZ2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2526+STABILITY: SURFACE MOTION
 JZ2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2526+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2009
 JZ2526
 JZ2526  HISTORY     - Date     Condition        Report By
 JZ2526  HISTORY     - 1947     MONUMENTED       CGS
 JZ2526  HISTORY     - 20090203 GOOD             IN-059
 JZ2526
 JZ2526                          STATION DESCRIPTION
 JZ2526
 JZ2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2526'0.6 MI E FROM CLEVELAND.
 JZ2526'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE METHODIST
 JZ2526'CHURCH AT CLEVELAND, ABOUT 1.2 MILES WEST OF THE POST OFFICE AT
 JZ2526'CHARLOTTESVILLE, AT THE HOLLAND JESSUP FARM, 103 FEET NORTHEAST
 JZ2526'OF THE NORTHEAST CORNER OF THE BRICK FARM HOUSE, 39 FEET EAST
 JZ2526'OF THE CENTER LINE OF THE DRIVE WAY, 37 FEET SOUTH OF THE CENTER
 JZ2526'LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 13 FEET EAST
 JZ2526'OF A FENCE CORNER POST, 10 FEET EAST OF POWER POLE NO. 536/995,
 JZ2526'2 FEET NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ2526'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 JZ2526'CONCRETE POST PROJECTING 5 INCHES.
 JZ2526
 JZ2526                          STATION RECOVERY (2009)
 JZ2526
 JZ2526'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 2009 (CC)
 JZ2526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2609 ***********************************************************************
 JZ2609  DESIGNATION -  Z 244
 JZ2609  PID         -  JZ2609
 JZ2609  STATE/COUNTY-  IN/SHELBY
 JZ2609  COUNTRY     -  US
 JZ2609  USGS QUAD   -  FOUNTAINTOWN (2019)
 JZ2609
 JZ2609                         *CURRENT SURVEY CONTROL
 JZ2609  ______________________________________________________________________
 JZ2609* NAD 83(1986) POSITION- 39 41 53.9    (N) 085 49 11.9    (W)   HD_HELD2
 JZ2609* NAVD 88 ORTHO HEIGHT -   253.183 (meters)      830.65  (feet) ADJUSTED
 JZ2609  ______________________________________________________________________
 JZ2609  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 JZ2609  DYNAMIC HEIGHT  -        253.037 (meters)      830.17  (feet) COMP
 JZ2609  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 JZ2609
 JZ2609  VERT ORDER      -  SECOND    CLASS 0
 JZ2609
 JZ2609.The horizontal coordinates were established by autonomous hand held GPS
 JZ2609.observations and have an estimated accuracy of +/- 10 meters.
 JZ2609
 JZ2609.The orthometric height was determined by differential leveling and
 JZ2609.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2609.in June 1991.
 JZ2609
 JZ2609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2609.GEOID18 height accuracy estimate available here.
 JZ2609
 JZ2609.Click photographs - Photos may exist for this station.
 JZ2609
 JZ2609.The dynamic height is computed by dividing the NAVD 88
 JZ2609.geopotential number by the normal gravity value computed on the
 JZ2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2609.degrees latitude (g = 980.6199 gals.).
 JZ2609
 JZ2609.The modeled gravity was interpolated from observed gravity values.
 JZ2609
 JZ2609;                    North         East    Units  Estimated Accuracy
 JZ2609;SPC IN E     -   494,032.       86,852.      MT  (+/- 10 meters HH2 GPS)
 JZ2609
 JZ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0117094938(NAD 83)
 JZ2609
 JZ2609                          SUPERSEDED SURVEY CONTROL
 JZ2609
 JZ2609  NGVD 29 (??/??/92)  253.298  (m)          831.03   (f) ADJ UNCH    2 0
 JZ2609
 JZ2609.Superseded values are not recommended for survey control.
 JZ2609
 JZ2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2609.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2609
 JZ2609_MARKER: DB = BENCH MARK DISK
 JZ2609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2609_SP_SET: BRIDGE
 JZ2609_STAMPING: Z 244 1947
 JZ2609_MARK LOGO: CGS
 JZ2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2609
 JZ2609  HISTORY     - Date     Condition        Report By
 JZ2609  HISTORY     - 1947     MONUMENTED       CGS
 JZ2609  HISTORY     - 1973     GOOD             NGS
 JZ2609
 JZ2609                          STATION DESCRIPTION
 JZ2609
 JZ2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2609'0.5 MI S FROM CARROLLTON.
 JZ2609'ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE METHODIST
 JZ2609'CHURCH AT CARROLLTON, THENCE 0.4 MILE SOUTH ALONG A COUNTY ROAD
 JZ2609'LEADING TO THE VICINITY OF FAIRLAND, SET IN THE TOP OF THE
 JZ2609'NORTHWEST WINGWALL OF A 10-FOOT CONCRETE BRIDGE, 112 FEET SOUTH
 JZ2609'OF THE CENTER LINE OF A SIDE ROAD LEADING WEST ALONG THE
 JZ2609'HANCOCK-SHELBY COUNTY LINE, 14 FEET WEST OF THE CENTER LINE OF
 JZ2609'THE NORTH-SOUTH ROAD, AND ABOUT LEVEL WITH THE ROAD.
 JZ2609
 JZ2609                          STATION RECOVERY (1973)
 JZ2609
 JZ2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0179 ***********************************************************************
 KA0179  DESIGNATION -  Z 245
 KA0179  PID         -  KA0179
 KA0179  STATE/COUNTY-  IN/MARION
 KA0179  COUNTRY     -  US
 KA0179  USGS QUAD   -  INDIANAPOLIS EAST (2019)
 KA0179
 KA0179                         *CURRENT SURVEY CONTROL
 KA0179  ______________________________________________________________________
 KA0179* NAD 83(1986) POSITION- 39 45 07.     (N) 086 07 03.     (W)   SCALED
 KA0179* NAVD 88 ORTHO HEIGHT -   232.081 (meters)      761.42  (feet) ADJUSTED
 KA0179  ______________________________________________________________________
 KA0179  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 KA0179  DYNAMIC HEIGHT  -        231.951 (meters)      760.99  (feet) COMP
 KA0179  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 KA0179
 KA0179  VERT ORDER      -  FIRST     CLASS II
 KA0179
 KA0179.The horizontal coordinates were scaled from a map and have
 KA0179.an estimated accuracy of +/- 6 seconds.
 KA0179
 KA0179.The orthometric height was determined by differential leveling and
 KA0179.adjusted by the NATIONAL GEODETIC SURVEY
 KA0179.in June 1991.
 KA0179
 KA0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0179.GEOID18 height accuracy estimate available here.
 KA0179
 KA0179.Click photographs - Photos may exist for this station.
 KA0179
 KA0179.The dynamic height is computed by dividing the NAVD 88
 KA0179.geopotential number by the normal gravity value computed on the
 KA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0179.degrees latitude (g = 980.6199 gals.).
 KA0179
 KA0179.The modeled gravity was interpolated from observed gravity values.
 KA0179
 KA0179;                    North         East    Units  Estimated Accuracy
 KA0179;SPC IN E     -   500,070.       61,360.      MT  (+/- 180 meters Scaled)
 KA0179
 KA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK756005(NAD 83)
 KA0179
 KA0179                          SUPERSEDED SURVEY CONTROL
 KA0179
 KA0179  NGVD 29 (??/??/92)  232.246  (m)          761.96   (f) ADJ UNCH    1 2
 KA0179
 KA0179.Superseded values are not recommended for survey control.
 KA0179
 KA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0179.See file dsdata.pdf to determine how the superseded data were derived.
 KA0179
 KA0179_MARKER: DB = BENCH MARK DISK
 KA0179_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KA0179_SP_SET: MASSIVE RETAINING WALL
 KA0179_STAMPING: Z 245 1947
 KA0179_MARK LOGO: CGS
 KA0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA0179+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KA0179
 KA0179  HISTORY     - Date     Condition        Report By
 KA0179  HISTORY     - 1947     MONUMENTED       CGS
 KA0179  HISTORY     - 1976     GOOD             LOCSUR
 KA0179  HISTORY     - 1986     GOOD             NGS
 KA0179  HISTORY     - 19950914 GOOD             USPSQD
 KA0179  HISTORY     - 20051227 GOOD             USPSQD
 KA0179
 KA0179                          STATION DESCRIPTION
 KA0179
 KA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0179'AT INDIANAPOLIS.
 KA0179'AT INDIANAPOLIS, ABOUT 2.55 MILES SOUTHEAST ALONG THE NEW YORK
 KA0179'CENTRAL RAILROAD FROM THE UNION STATION AT INDIANAPOLIS, ABOUT
 KA0179'8 RAILS NORTHWEST OF MILE POST 107, AT THE RAILROAD OVER PASS
 KA0179'OVER PROSPECT AVENUE AND PLEASANT RUN PARKWAY, SET IN THE TOP OF
 KA0179'THE NORTHWEST END OF THE SOUTHWEST CONCRETE RETAINING WALL AT
 KA0179'THE SOUTHEAST END OF THE BRIDGE, 5.8 FEET SOUTHWEST OF THE
 KA0179'SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW THE TRACKS.
 KA0179
 KA0179                          STATION RECOVERY (1976)
 KA0179
 KA0179'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0179'RECOVERED IN GOOD CONDITION.
 KA0179
 KA0179                          STATION RECOVERY (1986)
 KA0179
 KA0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA0179'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KA0179'INDIANAPOLIS, AT THE INTERSECTION OF PROSPECT AVENUE AND THE CONRAIL
 KA0179'RAILROAD, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE RETAINING
 KA0179'WALL OF THE SOUTHEAST ABUTMENT OF A RAILROAD BRIDGE SPANNING PLEASANT
 KA0179'RUN CREEK, 87.8 M (288.1 FT) NORTHWEST OF RAILROAD MILEPOST 107,
 KA0179'31.8 M (104.3 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 5.1 M
 KA0179'(16.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.7 M (2.3 FT) SOUTHEAST OF
 KA0179'THE NORTHWEST END OF THE RETAINING WALL.
 KA0179'THE MARK IS 0.3 M BELOW THE TRACKS.
 KA0179
 KA0179                          STATION RECOVERY (1995)
 KA0179
 KA0179'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0179'RECOVERED IN GOOD CONDITION.
 KA0179
 KA0179                          STATION RECOVERY (2005)
 KA0179
 KA0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 KA0179'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1119 ***********************************************************************
 LA1119  DESIGNATION -  Z 246
 LA1119  PID         -  LA1119
 LA1119  STATE/COUNTY-  IN/HENRY
 LA1119  COUNTRY     -  US
 LA1119  USGS QUAD   -  MOUNT PLEASANT (2019)
 LA1119
 LA1119                         *CURRENT SURVEY CONTROL
 LA1119  ______________________________________________________________________
 LA1119* NAD 83(1986) POSITION- 40 03 43.     (N) 085 17 47.     (W)   SCALED
 LA1119* NAVD 88 ORTHO HEIGHT -   329.488 (meters)     1081.00  (feet) ADJUSTED
 LA1119  ______________________________________________________________________
 LA1119  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 LA1119  DYNAMIC HEIGHT  -        329.308 (meters)     1080.40  (feet) COMP
 LA1119  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 LA1119
 LA1119  VERT ORDER      -  SECOND    CLASS 0
 LA1119
 LA1119.The horizontal coordinates were scaled from a map and have
 LA1119.an estimated accuracy of +/- 6 seconds.
 LA1119
 LA1119.The orthometric height was determined by differential leveling and
 LA1119.adjusted by the NATIONAL GEODETIC SURVEY
 LA1119.in June 1991.
 LA1119
 LA1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1119.GEOID18 height accuracy estimate available here.
 LA1119
 LA1119.Click photographs - Photos may exist for this station.
 LA1119
 LA1119.The dynamic height is computed by dividing the NAVD 88
 LA1119.geopotential number by the normal gravity value computed on the
 LA1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1119.degrees latitude (g = 980.6199 gals.).
 LA1119
 LA1119.The modeled gravity was interpolated from observed gravity values.
 LA1119
 LA1119;                    North         East    Units  Estimated Accuracy
 LA1119;SPC IN E     -   534,460.      131,590.      MT  (+/- 180 meters Scaled)
 LA1119
 LA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK452360(NAD 83)
 LA1119
 LA1119                          SUPERSEDED SURVEY CONTROL
 LA1119
 LA1119  NGVD 29 (??/??/92)  329.623  (m)         1081.44   (f) ADJ UNCH    2 0
 LA1119
 LA1119.Superseded values are not recommended for survey control.
 LA1119
 LA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1119.See file dsdata.pdf to determine how the superseded data were derived.
 LA1119
 LA1119_MARKER: DB = BENCH MARK DISK
 LA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1119_STAMPING: Z 246 1947
 LA1119_MARK LOGO: CGS
 LA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1119+STABILITY: SURFACE MOTION
 LA1119
 LA1119  HISTORY     - Date     Condition        Report By
 LA1119  HISTORY     - 1947     MONUMENTED       CGS
 LA1119  HISTORY     - 1958     MARK NOT FOUND   CGS
 LA1119
 LA1119                          STATION DESCRIPTION
 LA1119
 LA1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1119'3.1 MI W FROM BLOUNTSVILLE.
 LA1119'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE CHESAPEAKE
 LA1119'AND OHIO RAILROAD STATION AT BLOUNTSVILLE, THENCE ABOUT 0.15
 LA1119'MILE SOUTH AND 2.1 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.3
 LA1119'MILE WEST OF A SOUTHEAST-NORTHWEST BLACK TOP CROSS ROAD, AT A
 LA1119'SOUTHWEST-NORTHEAST GRAVEL CROSS ROAD, 15 FEET NORTH OF THE
 LA1119'CENTER LINE OF THE ROAD, 34 FEET SOUTHEAST OF THE CENTER LINE
 LA1119'OF THE CROSS ROAD, 24 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 LA1119'NORTHWEST OF THE FENCE LINE, ABOUT LEVEL WITH THE ROADS AND
 LA1119'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LA1119
 LA1119                          STATION RECOVERY (1958)
 LA1119
 LA1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LA1119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1264 ***********************************************************************
 LA1264  DESIGNATION -  Z 247
 LA1264  PID         -  LA1264
 LA1264  STATE/COUNTY-  IN/DELAWARE
 LA1264  COUNTRY     -  US
 LA1264  USGS QUAD   -  GILMAN (2019)
 LA1264
 LA1264                         *CURRENT SURVEY CONTROL
 LA1264  ______________________________________________________________________
 LA1264* NAD 83(1986) POSITION- 40 09 56.     (N) 085 29 59.     (W)   SCALED
 LA1264* NAVD 88 ORTHO HEIGHT -   282.303 (meters)      926.19  (feet) ADJUSTED
 LA1264  ______________________________________________________________________
 LA1264  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 LA1264  DYNAMIC HEIGHT  -        282.153 (meters)      925.70  (feet) COMP
 LA1264  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 LA1264
 LA1264  VERT ORDER      -  SECOND    CLASS 0
 LA1264
 LA1264.The horizontal coordinates were scaled from a map and have
 LA1264.an estimated accuracy of +/- 6 seconds.
 LA1264
 LA1264.The orthometric height was determined by differential leveling and
 LA1264.adjusted by the NATIONAL GEODETIC SURVEY
 LA1264.in June 1991.
 LA1264
 LA1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1264.GEOID18 height accuracy estimate available here.
 LA1264
 LA1264.Click photographs - Photos may exist for this station.
 LA1264
 LA1264.The dynamic height is computed by dividing the NAVD 88
 LA1264.geopotential number by the normal gravity value computed on the
 LA1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1264.degrees latitude (g = 980.6199 gals.).
 LA1264
 LA1264.The modeled gravity was interpolated from observed gravity values.
 LA1264
 LA1264;                    North         East    Units  Estimated Accuracy
 LA1264;SPC IN E     -   545,910.      114,220.      MT  (+/- 180 meters Scaled)
 LA1264
 LA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277472(NAD 83)
 LA1264
 LA1264                          SUPERSEDED SURVEY CONTROL
 LA1264
 LA1264  NGVD 29 (??/??/92)  282.441  (m)          926.64   (f) ADJ UNCH    2 0
 LA1264
 LA1264.Superseded values are not recommended for survey control.
 LA1264
 LA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1264.See file dsdata.pdf to determine how the superseded data were derived.
 LA1264
 LA1264_MARKER: DB = BENCH MARK DISK
 LA1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1264_STAMPING: Z 247 1947
 LA1264_MARK LOGO: CGS
 LA1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1264+STABILITY: SURFACE MOTION
 LA1264
 LA1264  HISTORY     - Date     Condition        Report By
 LA1264  HISTORY     - 1947     MONUMENTED       CGS
 LA1264
 LA1264                          STATION DESCRIPTION
 LA1264
 LA1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1264'AT YORKTOWN.
 LA1264'AT YORKTOWN, ABOUT 0.7 MILE SOUTH ALONG SOUTH BROADWAY FROM
 LA1264'THE POST OFFICE AT YORKTOWN, THENCE ABOUT 0.2 MILE WEST ALONG
 LA1264'A GRAVEL DRIVE TO THE AIRPORT, AT THE SOUTHWEST CORNER OF THE
 LA1264'AIRPORT, ABOUT 0.1 MILE WEST OF THE OFFICE BUILDING, 3 FEET
 LA1264'NORTH OF THE SOUTH BOUNDARY FENCE OF THE AIRPORT, IN LINE WITH
 LA1264'THE WEST BOUNDARY FENCE AND SET IN THE TOP OF A CONCRETE POST
 LA1264'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1485 ***********************************************************************
 JZ1485  DESIGNATION -  Z 248
 JZ1485  PID         -  JZ1485
 JZ1485  STATE/COUNTY-  IN/HENRY
 JZ1485  COUNTRY     -  US
 JZ1485  USGS QUAD   -  NEW CASTLE EAST (2019)
 JZ1485
 JZ1485                         *CURRENT SURVEY CONTROL
 JZ1485  ______________________________________________________________________
 JZ1485* NAD 83(1986) POSITION- 39 55 28.     (N) 085 16 16.     (W)   SCALED
 JZ1485* NAVD 88 ORTHO HEIGHT -   340.782 (meters)     1118.05  (feet) ADJUSTED
 JZ1485  ______________________________________________________________________
 JZ1485  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 JZ1485  DYNAMIC HEIGHT  -        340.588 (meters)     1117.41  (feet) COMP
 JZ1485  MODELED GRAVITY -    980,047.5   (mgal)                       NAVD 88
 JZ1485
 JZ1485  VERT ORDER      -  SECOND    CLASS 0
 JZ1485
 JZ1485.The horizontal coordinates were scaled from a map and have
 JZ1485.an estimated accuracy of +/- 6 seconds.
 JZ1485
 JZ1485.The orthometric height was determined by differential leveling and
 JZ1485.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1485.in June 1991.
 JZ1485
 JZ1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1485.GEOID18 height accuracy estimate available here.
 JZ1485
 JZ1485.Click photographs - Photos may exist for this station.
 JZ1485
 JZ1485.The dynamic height is computed by dividing the NAVD 88
 JZ1485.geopotential number by the normal gravity value computed on the
 JZ1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1485.degrees latitude (g = 980.6199 gals.).
 JZ1485
 JZ1485.The modeled gravity was interpolated from observed gravity values.
 JZ1485
 JZ1485;                    North         East    Units  Estimated Accuracy
 JZ1485;SPC IN E     -   519,200.      133,810.      MT  (+/- 180 meters Scaled)
 JZ1485
 JZ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK477208(NAD 83)
 JZ1485
 JZ1485                          SUPERSEDED SURVEY CONTROL
 JZ1485
 JZ1485  NGVD 29 (??/??/92)  340.911  (m)         1118.47   (f) ADJ UNCH    2 0
 JZ1485
 JZ1485.Superseded values are not recommended for survey control.
 JZ1485
 JZ1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1485.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1485
 JZ1485_MARKER: DB = BENCH MARK DISK
 JZ1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1485_STAMPING: Z 248 1947
 JZ1485_MARK LOGO: CGS
 JZ1485_PROJECTION: FLUSH
 JZ1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1485+STABILITY: SURFACE MOTION
 JZ1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1485+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 JZ1485
 JZ1485  HISTORY     - Date     Condition        Report By
 JZ1485  HISTORY     - 1947     MONUMENTED       CGS
 JZ1485  HISTORY     - 20240828 GOOD             PROFLN
 JZ1485
 JZ1485                          STATION DESCRIPTION
 JZ1485
 JZ1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1485'1 MI W FROM MILLVILLE.
 JZ1485'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1485'CROSSING AT MILLVILLE, IN THE NORTHEAST QUARTER OF A GRAVEL
 JZ1485'ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JZ1485'TRACK, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 JZ1485'SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, 21.5 FEET EAST
 JZ1485'OF A FENCE CORNER, 31 FEET WEST OF A TELEGRAPH POLE, 2 FEET
 JZ1485'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 JZ1485'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 JZ1485
 JZ1485                          STATION RECOVERY (2024)
 JZ1485
 JZ1485'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2024 (JW)
 JZ1485'THE MARK IS 5 FT (1.5 M) EAST-NORTHEAST OF ELECTRIC SERVICE POLE, 30
 JZ1485'FT (9.1 M) NORTH OF NORTH RAIL OF SIDING TRACK, 34 EAST OF THE CENTER
 JZ1485'OF THE ROAD AND 27 FT (8.2 M) WEST OF THE NORTHWEST CORNER OF A
 JZ1485'RAILROAD SIGNAL CONTROL HOUSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1148 ***********************************************************************
 LA1148  DESIGNATION -  Z 249
 LA1148  PID         -  LA1148
 LA1148  STATE/COUNTY-  IN/DELAWARE
 LA1148  COUNTRY     -  US
 LA1148  USGS QUAD   -  MUNCIE EAST (2019)
 LA1148
 LA1148                         *CURRENT SURVEY CONTROL
 LA1148  ______________________________________________________________________
 LA1148* NAD 83(1986) POSITION- 40 11 14.61   (N) 085 15 17.72   (W)   HD_HELD1
 LA1148* NAVD 88 ORTHO HEIGHT -   308.779 (meters)     1013.05  (feet) ADJUSTED
 LA1148  ______________________________________________________________________
 LA1148  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 LA1148  DYNAMIC HEIGHT  -        308.615 (meters)     1012.51  (feet) COMP
 LA1148  MODELED GRAVITY -    980,084.3   (mgal)                       NAVD 88
 LA1148
 LA1148  VERT ORDER      -  SECOND    CLASS 0
 LA1148
 LA1148.The horizontal coordinates were determined by differentially corrected
 LA1148.hand held GPS observations or other comparable positioning techniques
 LA1148.and have an estimated accuracy of +/- 3 meters.
 LA1148
 LA1148.The orthometric height was determined by differential leveling and
 LA1148.adjusted by the NATIONAL GEODETIC SURVEY
 LA1148.in June 1991.
 LA1148
 LA1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1148.GEOID18 height accuracy estimate available here.
 LA1148
 LA1148.Click photographs - Photos may exist for this station.
 LA1148
 LA1148.The dynamic height is computed by dividing the NAVD 88
 LA1148.geopotential number by the normal gravity value computed on the
 LA1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1148.degrees latitude (g = 980.6199 gals.).
 LA1148
 LA1148.The modeled gravity was interpolated from observed gravity values.
 LA1148
 LA1148;                    North         East    Units  Estimated Accuracy
 LA1148;SPC IN E     -   548,405.5     135,063.0     MT  (+/- 3 meters HH1 GPS) 
 LA1148
 LA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4855550016(NAD 83)
 LA1148
 LA1148                          SUPERSEDED SURVEY CONTROL
 LA1148
 LA1148  NGVD 29 (??/??/92)  308.917  (m)         1013.51   (f) ADJ UNCH    2 0
 LA1148
 LA1148.Superseded values are not recommended for survey control.
 LA1148
 LA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1148.See file dsdata.pdf to determine how the superseded data were derived.
 LA1148
 LA1148_MARKER: DB = BENCH MARK DISK
 LA1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1148_STAMPING: Z 249 1947
 LA1148_MARK LOGO: CGS
 LA1148_PROJECTION: FLUSH
 LA1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1148+STABILITY: SURFACE MOTION
 LA1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA1148+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2019
 LA1148
 LA1148  HISTORY     - Date     Condition        Report By
 LA1148  HISTORY     - 1947     MONUMENTED       CGS
 LA1148  HISTORY     - 1959     GOOD             CGS
 LA1148  HISTORY     - 20190323 GOOD             USI
 LA1148
 LA1148                          STATION DESCRIPTION
 LA1148
 LA1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1148'1.4 MI SE FROM SELMA.
 LA1148'ABOUT 0.95 MILES EAST ALONG STATE HIGHWAY 32 FROM THE SCHOOL AT
 LA1148'SELMA, THENCE ABOUT 0.4 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 LA1148'HUFFMAN AIRPORT, 33 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 LA1148'HANGAR AND OFFICE BUILDING, 1.5 FEET EAST OF THE EAST WALL OF THE
 LA1148'HANGAR BUILDING, 0.5 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
 LA1148'SIDE WALK LEADING TO A SMALL DOOR IN THE HANGAR, ABOUT LEVEL
 LA1148'WITH THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST
 LA1148'FLUSH WITH THE GROUND.  NOTE-- HUFFMAN AIRFIELD NOW ABANDONED
 LA1148'AND AREA IS A CULTIVATED CORN FIELD.  THE HANGAR AND OFFICE
 LA1148'BUILDING REMAIN.
 LA1148
 LA1148                          STATION RECOVERY (1959)
 LA1148
 LA1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LA1148'RECOVERED IN GOOD CONDITION.
 LA1148
 LA1148                          STATION RECOVERY (2019)
 LA1148
 LA1148'RECOVERY NOTE BY USI CONSULTANTS INC 2019 (CHS)
 LA1148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1696 ***********************************************************************
 JZ1696  DESIGNATION -  Z 250
 JZ1696  PID         -  JZ1696
 JZ1696  STATE/COUNTY-  IN/HENRY
 JZ1696  COUNTRY     -  US
 JZ1696  USGS QUAD   -  NEW CASTLE WEST (2019)
 JZ1696
 JZ1696                         *CURRENT SURVEY CONTROL
 JZ1696  ______________________________________________________________________
 JZ1696* NAD 83(1986) POSITION- 39 59 24.     (N) 085 23 06.     (W)   SCALED
 JZ1696* NAVD 88 ORTHO HEIGHT -   331.545 (meters)     1087.74  (feet) ADJUSTED
 JZ1696  ______________________________________________________________________
 JZ1696  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 JZ1696  DYNAMIC HEIGHT  -        331.363 (meters)     1087.15  (feet) COMP
 JZ1696  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 JZ1696
 JZ1696  VERT ORDER      -  SECOND    CLASS 0
 JZ1696
 JZ1696.The horizontal coordinates were scaled from a map and have
 JZ1696.an estimated accuracy of +/- 6 seconds.
 JZ1696
 JZ1696.The orthometric height was determined by differential leveling and
 JZ1696.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1696.in June 1991.
 JZ1696
 JZ1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1696.GEOID18 height accuracy estimate available here.
 JZ1696
 JZ1696.Click photographs - Photos may exist for this station.
 JZ1696
 JZ1696.The dynamic height is computed by dividing the NAVD 88
 JZ1696.geopotential number by the normal gravity value computed on the
 JZ1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1696.degrees latitude (g = 980.6199 gals.).
 JZ1696
 JZ1696.The modeled gravity was interpolated from observed gravity values.
 JZ1696
 JZ1696;                    North         East    Units  Estimated Accuracy
 JZ1696;SPC IN E     -   526,450.      124,060.      MT  (+/- 180 meters Scaled)
 JZ1696
 JZ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK378278(NAD 83)
 JZ1696
 JZ1696                          SUPERSEDED SURVEY CONTROL
 JZ1696
 JZ1696  NGVD 29 (??/??/92)  331.675  (m)         1088.17   (f) ADJ UNCH    2 0
 JZ1696
 JZ1696.Superseded values are not recommended for survey control.
 JZ1696
 JZ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1696.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1696
 JZ1696_MARKER: DB = BENCH MARK DISK
 JZ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1696_STAMPING: Z 250 1947
 JZ1696_MARK LOGO: CGS
 JZ1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1696+STABILITY: SURFACE MOTION
 JZ1696
 JZ1696  HISTORY     - Date     Condition        Report By
 JZ1696  HISTORY     - 1947     MONUMENTED       CGS
 JZ1696
 JZ1696                          STATION DESCRIPTION
 JZ1696
 JZ1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1696'1 MI S FROM MOUNT SUMMIT.
 JZ1696'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION
 JZ1696'WITH U.S. HIGHWAY 36 AT MOUNT SUMMIT, 65 YARDS SOUTH OF THE
 JZ1696'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, AT
 JZ1696'A GRAVEL CROSS ROAD, 73 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ1696'49 FEET WEST OF A FENCE CORNER, 50 FEET WEST OF A POWER POLE
 JZ1696'WITH A TRANSFORMER, 17 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 JZ1696'ROAD, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 JZ1696'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD WEST AND SET
 JZ1696'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1555 ***********************************************************************
 JZ1555  DESIGNATION -  Z 252
 JZ1555  PID         -  JZ1555
 JZ1555  STATE/COUNTY-  IN/RUSH
 JZ1555  COUNTRY     -  US
 JZ1555  USGS QUAD   -  FALMOUTH (2019)
 JZ1555
 JZ1555                         *CURRENT SURVEY CONTROL
 JZ1555  ______________________________________________________________________
 JZ1555* NAD 83(1986) POSITION- 39 42 02.     (N) 085 19 11.     (W)   SCALED
 JZ1555* NAVD 88 ORTHO HEIGHT -   312.283 (meters)     1024.55  (feet) ADJUSTED
 JZ1555  ______________________________________________________________________
 JZ1555  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 JZ1555  DYNAMIC HEIGHT  -        312.099 (meters)     1023.94  (feet) COMP
 JZ1555  MODELED GRAVITY -    980,028.5   (mgal)                       NAVD 88
 JZ1555
 JZ1555  VERT ORDER      -  SECOND    CLASS 0
 JZ1555
 JZ1555.The horizontal coordinates were scaled from a map and have
 JZ1555.an estimated accuracy of +/- 6 seconds.
 JZ1555
 JZ1555.The orthometric height was determined by differential leveling and
 JZ1555.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1555.in June 1991.
 JZ1555
 JZ1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1555.GEOID18 height accuracy estimate available here.
 JZ1555
 JZ1555.Click photographs - Photos may exist for this station.
 JZ1555
 JZ1555.The dynamic height is computed by dividing the NAVD 88
 JZ1555.geopotential number by the normal gravity value computed on the
 JZ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1555.degrees latitude (g = 980.6199 gals.).
 JZ1555
 JZ1555.The modeled gravity was interpolated from observed gravity values.
 JZ1555
 JZ1555;                    North         East    Units  Estimated Accuracy
 JZ1555;SPC IN E     -   494,330.      129,760.      MT  (+/- 180 meters Scaled)
 JZ1555
 JZ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ440958(NAD 83)
 JZ1555
 JZ1555                          SUPERSEDED SURVEY CONTROL
 JZ1555
 JZ1555  NGVD 29 (??/??/92)  312.414  (m)         1024.98   (f) ADJ UNCH    2 0
 JZ1555
 JZ1555.Superseded values are not recommended for survey control.
 JZ1555
 JZ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1555.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1555
 JZ1555_MARKER: DB = BENCH MARK DISK
 JZ1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1555_STAMPING: Z 252 1947
 JZ1555_MARK LOGO: CGS
 JZ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1555+STABILITY: SURFACE MOTION
 JZ1555
 JZ1555  HISTORY     - Date     Condition        Report By
 JZ1555  HISTORY     - 1947     MONUMENTED       CGS
 JZ1555
 JZ1555                          STATION DESCRIPTION
 JZ1555
 JZ1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1555'1 MI W FROM FALMOUTH.
 JZ1555'ABOUT 1 MILE WEST ALONG A TAR ROAD FROM THE CROSSROADS AT
 JZ1555'FALMOUTH, AT THE JUNCTION OF A ROAD LEADING NORTH, 34 FEET
 JZ1555'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET EAST OF
 JZ1555'THE CENTER LINE OF THE ROAD LEADING NORTH, 16.5 FEET NORTH OF A
 JZ1555'FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH OF A
 JZ1555'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1555'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1678 ***********************************************************************
 JZ1678  DESIGNATION -  Z 253
 JZ1678  PID         -  JZ1678
 JZ1678  STATE/COUNTY-  IN/FAYETTE
 JZ1678  COUNTRY     -  US
 JZ1678  USGS QUAD   -  FALMOUTH (2019)
 JZ1678
 JZ1678                         *CURRENT SURVEY CONTROL
 JZ1678  ______________________________________________________________________
 JZ1678* NAD 83(1986) POSITION- 39 37 59.     (N) 085 17 16.     (W)   SCALED
 JZ1678* NAVD 88 ORTHO HEIGHT -   332.693 (meters)     1091.51  (feet) ADJUSTED
 JZ1678  ______________________________________________________________________
 JZ1678  GEOID HEIGHT    -        -34.011 (meters)                     GEOID18
 JZ1678  DYNAMIC HEIGHT  -        332.493 (meters)     1090.85  (feet) COMP
 JZ1678  MODELED GRAVITY -    980,016.5   (mgal)                       NAVD 88
 JZ1678
 JZ1678  VERT ORDER      -  SECOND    CLASS 0
 JZ1678
 JZ1678.The horizontal coordinates were scaled from a map and have
 JZ1678.an estimated accuracy of +/- 6 seconds.
 JZ1678
 JZ1678.The orthometric height was determined by differential leveling and
 JZ1678.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1678.in June 1991.
 JZ1678
 JZ1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1678.GEOID18 height accuracy estimate available here.
 JZ1678
 JZ1678.Click photographs - Photos may exist for this station.
 JZ1678
 JZ1678.The dynamic height is computed by dividing the NAVD 88
 JZ1678.geopotential number by the normal gravity value computed on the
 JZ1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1678.degrees latitude (g = 980.6199 gals.).
 JZ1678
 JZ1678.The modeled gravity was interpolated from observed gravity values.
 JZ1678
 JZ1678;                    North         East    Units  Estimated Accuracy
 JZ1678;SPC IN E     -   486,850.      132,530.      MT  (+/- 180 meters Scaled)
 JZ1678
 JZ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ469884(NAD 83)
 JZ1678
 JZ1678                          SUPERSEDED SURVEY CONTROL
 JZ1678
 JZ1678  NGVD 29 (??/??/92)  332.824  (m)         1091.94   (f) ADJ UNCH    2 0
 JZ1678
 JZ1678.Superseded values are not recommended for survey control.
 JZ1678
 JZ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1678.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1678
 JZ1678_MARKER: DB = BENCH MARK DISK
 JZ1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1678_STAMPING: Z 253 1947
 JZ1678_MARK LOGO: CGS
 JZ1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1678+STABILITY: SURFACE MOTION
 JZ1678
 JZ1678  HISTORY     - Date     Condition        Report By
 JZ1678  HISTORY     - 1947     MONUMENTED       CGS
 JZ1678
 JZ1678                          STATION DESCRIPTION
 JZ1678
 JZ1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1678'0.8 MI E FROM GLENWOOD.
 JZ1678'ABOUT 0.75 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ1678'THE STATION AT GLENWOOD, ABOUT 2 RAILS WEST OF SIGNAL TOWER
 JZ1678'NUMBER E 76.10, AT A FARM ROAD CROSSING, 5 FEET SOUTH OF POLE
 JZ1678'NUMBER 76/10, 26.8 FEET SOUTH OF THE SOUTH RAIL, 40 FEET EAST
 JZ1678'OF THE CENTER LINE OF THE FARM ROAD, 1 1/2 FEET NORTH OF THE
 JZ1678'SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 JZ1678'WITNESS POST, 5.5 FEET BELOW TRACK LEVEL AND SET IN THE TOP
 JZ1678'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1589 ***********************************************************************
 JZ1589  DESIGNATION -  Z 254
 JZ1589  PID         -  JZ1589
 JZ1589  STATE/COUNTY-  IN/WAYNE
 JZ1589  COUNTRY     -  US
 JZ1589  USGS QUAD   -  BROWNSVILLE (2019)
 JZ1589
 JZ1589                         *CURRENT SURVEY CONTROL
 JZ1589  ______________________________________________________________________
 JZ1589* NAD 83(1986) POSITION- 39 44 37.     (N) 085 03 09.     (W)   SCALED
 JZ1589* NAVD 88 ORTHO HEIGHT -   299.083 (meters)      981.24  (feet) ADJUSTED
 JZ1589  ______________________________________________________________________
 JZ1589  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 JZ1589  DYNAMIC HEIGHT  -        298.907 (meters)      980.66  (feet) COMP
 JZ1589  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 JZ1589
 JZ1589  VERT ORDER      -  SECOND    CLASS 0
 JZ1589
 JZ1589.The horizontal coordinates were scaled from a map and have
 JZ1589.an estimated accuracy of +/- 6 seconds.
 JZ1589
 JZ1589.The orthometric height was determined by differential leveling and
 JZ1589.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1589.in June 1991.
 JZ1589
 JZ1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1589.GEOID18 height accuracy estimate available here.
 JZ1589
 JZ1589.Click photographs - Photos may exist for this station.
 JZ1589
 JZ1589.The dynamic height is computed by dividing the NAVD 88
 JZ1589.geopotential number by the normal gravity value computed on the
 JZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1589.degrees latitude (g = 980.6199 gals.).
 JZ1589
 JZ1589.The modeled gravity was interpolated from observed gravity values.
 JZ1589
 JZ1589;                    North         East    Units  Estimated Accuracy
 JZ1589;SPC IN E     -   499,230.      152,640.      MT  (+/- 180 meters Scaled)
 JZ1589
 JZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK668011(NAD 83)
 JZ1589
 JZ1589                          SUPERSEDED SURVEY CONTROL
 JZ1589
 JZ1589  NGVD 29 (??/??/92)  299.222  (m)          981.70   (f) ADJ UNCH    2 0
 JZ1589
 JZ1589.Superseded values are not recommended for survey control.
 JZ1589
 JZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1589.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1589
 JZ1589_MARKER: DB = BENCH MARK DISK
 JZ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1589_STAMPING: Z 254 1947
 JZ1589_MARK LOGO: CGS
 JZ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1589+STABILITY: SURFACE MOTION
 JZ1589
 JZ1589  HISTORY     - Date     Condition        Report By
 JZ1589  HISTORY     - 1947     MONUMENTED       CGS
 JZ1589
 JZ1589                          STATION DESCRIPTION
 JZ1589
 JZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1589'6.2 MI N FROM LYONSVILLE.
 JZ1589'ABOUT 6.15 MILES NORTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ1589'BALTIMORE AND OHIO RAILROAD CROSSING AT LYONSVILLE, ABOUT 0.45
 JZ1589'MILE NORTH OF A CROSSROAD, AT LESLIE BAKERS FARM, ON THE SOUTH
 JZ1589'SIDE OF THE DRIVEWAY INTO THE FARM YARD, 153 FEET SOUTH-SOUTHWEST
 JZ1589'OF THE SOUTHWEST CORNER OF THE 2-STORY WHITE FARM HOUSE, 20
 JZ1589'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE
 JZ1589'SOUTH YARD FENCE LINE, 35 FEET WEST OF THE NORTHWEST CORNER OF A
 JZ1589'CORN CRIB, 7.5 FEET EAST OF THE CORNER FENCE POST, 2 FEET EAST
 JZ1589'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ1589'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1196 ***********************************************************************
 JZ1196  DESIGNATION -  Z 255
 JZ1196  PID         -  JZ1196
 JZ1196  STATE/COUNTY-  IN/WAYNE
 JZ1196  COUNTRY     -  US
 JZ1196  USGS QUAD   -  RICHMOND (2019)
 JZ1196
 JZ1196                         *CURRENT SURVEY CONTROL
 JZ1196  ______________________________________________________________________
 JZ1196* NAD 83(1986) POSITION- 39 48 48.     (N) 084 58 03.     (W)   SCALED
 JZ1196* NAVD 88 ORTHO HEIGHT -   327.322 (meters)     1073.89  (feet) ADJUSTED
 JZ1196  ______________________________________________________________________
 JZ1196  GEOID HEIGHT    -        -33.829 (meters)                     GEOID18
 JZ1196  DYNAMIC HEIGHT  -        327.134 (meters)     1073.27  (feet) COMP
 JZ1196  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 JZ1196
 JZ1196  VERT ORDER      -  SECOND    CLASS 0
 JZ1196
 JZ1196.The horizontal coordinates were scaled from a map and have
 JZ1196.an estimated accuracy of +/- 6 seconds.
 JZ1196
 JZ1196.The orthometric height was determined by differential leveling and
 JZ1196.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1196.in June 1991.
 JZ1196
 JZ1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1196.GEOID18 height accuracy estimate available here.
 JZ1196
 JZ1196.Click photographs - Photos may exist for this station.
 JZ1196
 JZ1196.The dynamic height is computed by dividing the NAVD 88
 JZ1196.geopotential number by the normal gravity value computed on the
 JZ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1196.degrees latitude (g = 980.6199 gals.).
 JZ1196
 JZ1196.The modeled gravity was interpolated from observed gravity values.
 JZ1196
 JZ1196;                    North         East    Units  Estimated Accuracy
 JZ1196;SPC IN E     -   507,030.      159,870.      MT  (+/- 180 meters Scaled)
 JZ1196
 JZ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK739090(NAD 83)
 JZ1196
 JZ1196                          SUPERSEDED SURVEY CONTROL
 JZ1196
 JZ1196  NGVD 29 (??/??/92)  327.468  (m)         1074.37   (f) ADJ UNCH    2 0
 JZ1196
 JZ1196.Superseded values are not recommended for survey control.
 JZ1196
 JZ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1196.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1196
 JZ1196_MARKER: DB = BENCH MARK DISK
 JZ1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1196_STAMPING: Z 255 1947
 JZ1196_MARK LOGO: CGS
 JZ1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1196+STABILITY: SURFACE MOTION
 JZ1196
 JZ1196  HISTORY     - Date     Condition        Report By
 JZ1196  HISTORY     - 1947     MONUMENTED       CGS
 JZ1196  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ1196
 JZ1196                          STATION DESCRIPTION
 JZ1196
 JZ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1196'1.9 MI SE FROM CENTERVILLE.
 JZ1196'1.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE MAIN STREET
 JZ1196'INTERSECTION AT CENTERVILLE, THENCE 0.4 MILE SOUTH ALONG A GRAVEL
 JZ1196'ROAD, AT THE SOUTHEAST CORNER OF THE RICHMOND COMMERCIAL AIRPORT,
 JZ1196'193 FEET NORTH OF THE NORTHEAST CORNER OF A YARD FENCE AROUND A
 JZ1196'SMALL FARM HOUSE, 21 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 JZ1196'ROAD, 6 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 JZ1196'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 JZ1196'PROJECTING ABOUT 4 INCHES.
 JZ1196
 JZ1196                          STATION RECOVERY (1958)
 JZ1196
 JZ1196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ1196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2065 ***********************************************************************
 JZ2065  DESIGNATION -  Z 256
 JZ2065  PID         -  JZ2065
 JZ2065  STATE/COUNTY-  IN/RUSH
 JZ2065  COUNTRY     -  US
 JZ2065  USGS QUAD   -  MILROY (2019)
 JZ2065
 JZ2065                         *CURRENT SURVEY CONTROL
 JZ2065  ______________________________________________________________________
 JZ2065* NAD 83(1986) POSITION- 39 29 51.     (N) 085 28 34.     (W)   SCALED
 JZ2065* NAVD 88 ORTHO HEIGHT -   285.516 (meters)      936.73  (feet) ADJUSTED
 JZ2065  ______________________________________________________________________
 JZ2065  GEOID HEIGHT    -        -34.083 (meters)                     GEOID18
 JZ2065  DYNAMIC HEIGHT  -        285.342 (meters)      936.16  (feet) COMP
 JZ2065  MODELED GRAVITY -    980,008.1   (mgal)                       NAVD 88
 JZ2065
 JZ2065  VERT ORDER      -  SECOND    CLASS 0
 JZ2065
 JZ2065.The horizontal coordinates were scaled from a map and have
 JZ2065.an estimated accuracy of +/- 6 seconds.
 JZ2065
 JZ2065.The orthometric height was determined by differential leveling and
 JZ2065.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2065.in June 1991.
 JZ2065
 JZ2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2065.GEOID18 height accuracy estimate available here.
 JZ2065
 JZ2065.Click photographs - Photos may exist for this station.
 JZ2065
 JZ2065.The dynamic height is computed by dividing the NAVD 88
 JZ2065.geopotential number by the normal gravity value computed on the
 JZ2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2065.degrees latitude (g = 980.6199 gals.).
 JZ2065
 JZ2065.The modeled gravity was interpolated from observed gravity values.
 JZ2065
 JZ2065;                    North         East    Units  Estimated Accuracy
 JZ2065;SPC IN E     -   471,740.      116,390.      MT  (+/- 180 meters Scaled)
 JZ2065
 JZ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ310730(NAD 83)
 JZ2065
 JZ2065                          SUPERSEDED SURVEY CONTROL
 JZ2065
 JZ2065  NGVD 29 (??/??/92)  285.644  (m)          937.15   (f) ADJ UNCH    2 0
 JZ2065
 JZ2065.Superseded values are not recommended for survey control.
 JZ2065
 JZ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2065.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2065
 JZ2065_MARKER: DB = BENCH MARK DISK
 JZ2065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2065_SP_SET: BOX CULVERT
 JZ2065_STAMPING: Z 256 1947
 JZ2065_MARK LOGO: CGS
 JZ2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2065+STABILITY: SURFACE MOTION
 JZ2065
 JZ2065  HISTORY     - Date     Condition        Report By
 JZ2065  HISTORY     - 1947     MONUMENTED       CGS
 JZ2065
 JZ2065                          STATION DESCRIPTION
 JZ2065
 JZ2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2065'0.4 MI W FROM MILROY.
 JZ2065'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ2065'NATIONAL BANK AT MILROY, IN THE NORTHWEST QUARTER OF THE
 JZ2065'INTERSECTION OF STATE HIGHWAY 3, SET IN THE TOP OF THE NORTH
 JZ2065'END OF THE WEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 JZ2065'UNDER HIGHWAY 3, 135 FEET NORTH OF THE CENTER LINE OF
 JZ2065'HIGHWAY 244, 21 FEET WEST OF THE CENTER LINE OF HIGHWAY 3, 1
 JZ2065'FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL
 JZ2065'WITH THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1937 ***********************************************************************
 JZ1937  DESIGNATION -  Z 257
 JZ1937  PID         -  JZ1937
 JZ1937  STATE/COUNTY-  IN/DECATUR
 JZ1937  COUNTRY     -  US
 JZ1937  USGS QUAD   -  GREENSBURG (2019)
 JZ1937
 JZ1937                         *CURRENT SURVEY CONTROL
 JZ1937  ______________________________________________________________________
 JZ1937* NAD 83(1986) POSITION- 39 21 52.     (N) 085 28 45.     (W)   SCALED
 JZ1937* NAVD 88 ORTHO HEIGHT -   290.164 (meters)      951.98  (feet) ADJUSTED
 JZ1937  ______________________________________________________________________
 JZ1937  GEOID HEIGHT    -        -34.130 (meters)                     GEOID18
 JZ1937  DYNAMIC HEIGHT  -        289.983 (meters)      951.39  (feet) COMP
 JZ1937  MODELED GRAVITY -    979,996.2   (mgal)                       NAVD 88
 JZ1937
 JZ1937  VERT ORDER      -  SECOND    CLASS 0
 JZ1937
 JZ1937.The horizontal coordinates were scaled from a map and have
 JZ1937.an estimated accuracy of +/- 6 seconds.
 JZ1937
 JZ1937.The orthometric height was determined by differential leveling and
 JZ1937.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1937.in June 1991.
 JZ1937
 JZ1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1937.GEOID18 height accuracy estimate available here.
 JZ1937
 JZ1937.Click photographs - Photos may exist for this station.
 JZ1937
 JZ1937.The dynamic height is computed by dividing the NAVD 88
 JZ1937.geopotential number by the normal gravity value computed on the
 JZ1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1937.degrees latitude (g = 980.6199 gals.).
 JZ1937
 JZ1937.The modeled gravity was interpolated from observed gravity values.
 JZ1937
 JZ1937;                    North         East    Units  Estimated Accuracy
 JZ1937;SPC IN E     -   456,970.      116,160.      MT  (+/- 180 meters Scaled)
 JZ1937
 JZ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ310583(NAD 83)
 JZ1937
 JZ1937                          SUPERSEDED SURVEY CONTROL
 JZ1937
 JZ1937  NGVD 29 (??/??/92)  290.292  (m)          952.40   (f) ADJ UNCH    2 0
 JZ1937
 JZ1937.Superseded values are not recommended for survey control.
 JZ1937
 JZ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1937.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1937
 JZ1937_MARKER: DB = BENCH MARK DISK
 JZ1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1937_STAMPING: Z 257 1947
 JZ1937_MARK LOGO: CGS
 JZ1937_PROJECTION: PROJECTING
 JZ1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1937+STABILITY: SURFACE MOTION
 JZ1937
 JZ1937  HISTORY     - Date     Condition        Report By
 JZ1937  HISTORY     - 1947     MONUMENTED       CGS
 JZ1937
 JZ1937                          STATION DESCRIPTION
 JZ1937
 JZ1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1937'2.2 MI N FROM GREENSBURG.
 JZ1937'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COURT HOUSE
 JZ1937'AT GREENSBURG, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A GRAVEL
 JZ1937'ROAD LEADING EAST, SET ON THE EAST SIDE OF THE HIGHWAY AT A T
 JZ1937'FENCE CORNER POST, 27 FEET SOUTH OF POWER POLE NO. 617069, 23
 JZ1937'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE
 JZ1937'T FENCE CORNER POST, 209 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 JZ1937'FROM A HIGHWAY R/W MARKER POST, 1 FOOT WEST OF THE FENCE LINE,
 JZ1937'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2-FOOT ABOVE
 JZ1937'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ1937'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1750 ***********************************************************************
 JZ1750  DESIGNATION -  Z 258
 JZ1750  PID         -  JZ1750
 JZ1750  STATE/COUNTY-  IN/RUSH
 JZ1750  COUNTRY     -  US
 JZ1750  USGS QUAD   -  RUSHVILLE (2019)
 JZ1750
 JZ1750                         *CURRENT SURVEY CONTROL
 JZ1750  ______________________________________________________________________
 JZ1750* NAD 83(1986) POSITION- 39 31 30.     (N) 085 24 16.     (W)   SCALED
 JZ1750* NAVD 88 ORTHO HEIGHT -   299.826 (meters)      983.68  (feet) ADJUSTED
 JZ1750  ______________________________________________________________________
 JZ1750  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JZ1750  DYNAMIC HEIGHT  -        299.644 (meters)      983.08  (feet) COMP
 JZ1750  MODELED GRAVITY -    980,009.6   (mgal)                       NAVD 88
 JZ1750
 JZ1750  VERT ORDER      -  SECOND    CLASS 0
 JZ1750
 JZ1750.The horizontal coordinates were scaled from a map and have
 JZ1750.an estimated accuracy of +/- 6 seconds.
 JZ1750
 JZ1750.The orthometric height was determined by differential leveling and
 JZ1750.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1750.in June 1991.
 JZ1750
 JZ1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1750.GEOID18 height accuracy estimate available here.
 JZ1750
 JZ1750.Click photographs - Photos may exist for this station.
 JZ1750
 JZ1750.The dynamic height is computed by dividing the NAVD 88
 JZ1750.geopotential number by the normal gravity value computed on the
 JZ1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1750.degrees latitude (g = 980.6199 gals.).
 JZ1750
 JZ1750.The modeled gravity was interpolated from observed gravity values.
 JZ1750
 JZ1750;                    North         East    Units  Estimated Accuracy
 JZ1750;SPC IN E     -   474,810.      122,550.      MT  (+/- 180 meters Scaled)
 JZ1750
 JZ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ371762(NAD 83)
 JZ1750
 JZ1750                          SUPERSEDED SURVEY CONTROL
 JZ1750
 JZ1750  NGVD 29 (??/??/92)  299.956  (m)          984.11   (f) ADJ UNCH    2 0
 JZ1750
 JZ1750.Superseded values are not recommended for survey control.
 JZ1750
 JZ1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1750.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1750
 JZ1750_MARKER: DB = BENCH MARK DISK
 JZ1750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1750_SP_SET: CULVERT HEADWALL
 JZ1750_STAMPING: Z 258 1947
 JZ1750_MARK LOGO: CGS
 JZ1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1750+STABILITY: SURFACE MOTION
 JZ1750
 JZ1750  HISTORY     - Date     Condition        Report By
 JZ1750  HISTORY     - 1947     MONUMENTED       CGS
 JZ1750
 JZ1750                          STATION DESCRIPTION
 JZ1750
 JZ1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1750'5.7 MI NE FROM MILROY.
 JZ1750'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 244 FROM THE FIRST
 JZ1750'NATIONAL BANK AT MILROY, THENCE ABOUT 2.25 MILES NORTH ALONG
 JZ1750'STATE HIGHWAY 3, THENCE ABOUT 3.05 MILES EAST ALONG A GRAVEL
 JZ1750'ROAD, ABOUT 0.45 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH
 JZ1750'BLACK TOP ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH
 JZ1750'CONCRETE HEAD WALL OF A 10-FOOT CORRUGATED STEEL ARCH CULVERT,
 JZ1750'10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE
 JZ1750'EAST END OF THE HEAD WALL AND ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1769 ***********************************************************************
 JZ1769  DESIGNATION -  Z 259
 JZ1769  PID         -  JZ1769
 JZ1769  STATE/COUNTY-  IN/FRANKLIN
 JZ1769  COUNTRY     -  US
 JZ1769  USGS QUAD   -  NEW SALEM (2019)
 JZ1769
 JZ1769                         *CURRENT SURVEY CONTROL
 JZ1769  ______________________________________________________________________
 JZ1769* NAD 83(1986) POSITION- 39 30 08.     (N) 085 17 53.     (W)   SCALED
 JZ1769* NAVD 88 ORTHO HEIGHT -   323.824 (meters)     1062.41  (feet) ADJUSTED
 JZ1769  ______________________________________________________________________
 JZ1769  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JZ1769  DYNAMIC HEIGHT  -        323.625 (meters)     1061.76  (feet) COMP
 JZ1769  MODELED GRAVITY -    980,003.7   (mgal)                       NAVD 88
 JZ1769
 JZ1769  VERT ORDER      -  SECOND    CLASS 0
 JZ1769
 JZ1769.The horizontal coordinates were scaled from a map and have
 JZ1769.an estimated accuracy of +/- 6 seconds.
 JZ1769
 JZ1769.The orthometric height was determined by differential leveling and
 JZ1769.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1769.in June 1991.
 JZ1769
 JZ1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1769.GEOID18 height accuracy estimate available here.
 JZ1769
 JZ1769.Click photographs - Photos may exist for this station.
 JZ1769
 JZ1769.The dynamic height is computed by dividing the NAVD 88
 JZ1769.geopotential number by the normal gravity value computed on the
 JZ1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1769.degrees latitude (g = 980.6199 gals.).
 JZ1769
 JZ1769.The modeled gravity was interpolated from observed gravity values.
 JZ1769
 JZ1769;                    North         East    Units  Estimated Accuracy
 JZ1769;SPC IN E     -   472,320.      131,700.      MT  (+/- 180 meters Scaled)
 JZ1769
 JZ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ463738(NAD 83)
 JZ1769
 JZ1769                          SUPERSEDED SURVEY CONTROL
 JZ1769
 JZ1769  NGVD 29 (??/??/92)  323.958  (m)         1062.85   (f) ADJ UNCH    2 0
 JZ1769
 JZ1769.Superseded values are not recommended for survey control.
 JZ1769
 JZ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1769.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1769
 JZ1769_MARKER: DB = BENCH MARK DISK
 JZ1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1769_STAMPING: Z 259 1947
 JZ1769_MARK LOGO: CGS
 JZ1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1769+STABILITY: SURFACE MOTION
 JZ1769
 JZ1769  HISTORY     - Date     Condition        Report By
 JZ1769  HISTORY     - 1947     MONUMENTED       CGS
 JZ1769
 JZ1769                          STATION DESCRIPTION
 JZ1769
 JZ1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1769'0.8 MI NW FROM ANDERSONVILLE.
 JZ1769'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION
 JZ1769'OF STATE HIGHWAY 244 AT ANDERSON, ABOUT 0.35 MILE NORTHWEST
 JZ1769'OF THE ANDERSONVILLE GRAMMER SCHOOL, AT THE RUSH-FRANKLIN COUNTY
 JZ1769'LINE AND THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 25 FEET
 JZ1769'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET EAST OF THE
 JZ1769'CENTER LINE OF THE ROAD NORTH, 30.5 FEET SOUTHEAST OF A POWER
 JZ1769'POLE, 49 FEET SOUTHEAST OF A FENCE CORNER POST, 1 FOOT SOUTHWEST
 JZ1769'OF THE FENCE LINE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JZ1769'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ1769'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1560 ***********************************************************************
 LA1560  DESIGNATION -  Z 26
 LA1560  PID         -  LA1560
 LA1560  STATE/COUNTY-  IN/HOWARD
 LA1560  COUNTRY     -  US
 LA1560  USGS QUAD   -  GREENTOWN (2019)
 LA1560
 LA1560                         *CURRENT SURVEY CONTROL
 LA1560  ______________________________________________________________________
 LA1560* NAD 83(1986) POSITION- 40 28 47.     (N) 085 58 05.     (W)   SCALED
 LA1560* NAVD 88 ORTHO HEIGHT -   257.057 (meters)      843.36  (feet) ADJUSTED
 LA1560  ______________________________________________________________________
 LA1560  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 LA1560  DYNAMIC HEIGHT  -        256.924 (meters)      842.92  (feet) COMP
 LA1560  MODELED GRAVITY -    980,101.9   (mgal)                       NAVD 88
 LA1560
 LA1560  VERT ORDER      -  SECOND    CLASS 0
 LA1560
 LA1560.The horizontal coordinates were scaled from a map and have
 LA1560.an estimated accuracy of +/- 6 seconds.
 LA1560
 LA1560.The orthometric height was determined by differential leveling and
 LA1560.adjusted by the NATIONAL GEODETIC SURVEY
 LA1560.in June 1991.
 LA1560
 LA1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1560.GEOID18 height accuracy estimate available here.
 LA1560
 LA1560.Click photographs - Photos may exist for this station.
 LA1560
 LA1560.The dynamic height is computed by dividing the NAVD 88
 LA1560.geopotential number by the normal gravity value computed on the
 LA1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1560.degrees latitude (g = 980.6199 gals.).
 LA1560
 LA1560.The modeled gravity was interpolated from observed gravity values.
 LA1560
 LA1560;                    North         East    Units  Estimated Accuracy
 LA1560;SPC IN E     -   580,830.       74,450.      MT  (+/- 180 meters Scaled)
 LA1560
 LA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK874815(NAD 83)
 LA1560
 LA1560                          SUPERSEDED SURVEY CONTROL
 LA1560
 LA1560  NGVD 29 (??/??/92)  257.180  (m)          843.76   (f) ADJ UNCH    2 0
 LA1560
 LA1560.Superseded values are not recommended for survey control.
 LA1560
 LA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1560.See file dsdata.pdf to determine how the superseded data were derived.
 LA1560
 LA1560_MARKER: DB = BENCH MARK DISK
 LA1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1560_STAMPING: Z 26 1934
 LA1560_MARK LOGO: CGS
 LA1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1560+STABILITY: SURFACE MOTION
 LA1560
 LA1560  HISTORY     - Date     Condition        Report By
 LA1560  HISTORY     - 1934     MONUMENTED       CGS
 LA1560  HISTORY     - 1946     GOOD             CGS
 LA1560
 LA1560                          STATION DESCRIPTION
 LA1560
 LA1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1560'AT GREENTOWN.
 LA1560'AT GREENTOWN, ALONG THE NEW YORK CHICAGO AND ST. LOUIS RAILROAD,
 LA1560'238 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE NORTHWEST
 LA1560'CORNER OF THE STATION, 140 FEET WEST OF A STREET CROSSING, 68 FEET
 LA1560'SOUTHWEST AND ACROSS THE TRACK FROM POLE NO. 171/40, 24 FEET NORTH
 LA1560'OF THE CENTER LINE OF A CINDER ROAD PARALELLING THE TRACK, 7 FEET
 LA1560'SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, ABOUT 0.5 FOOT ABOVE
 LA1560'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 IN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1780 ***********************************************************************
 JZ1780  DESIGNATION -  Z 260
 JZ1780  PID         -  JZ1780
 JZ1780  STATE/COUNTY-  IN/FAYETTE
 JZ1780  COUNTRY     -  US
 JZ1780  USGS QUAD   -  ALPINE (2019)
 JZ1780
 JZ1780                         *CURRENT SURVEY CONTROL
 JZ1780  ______________________________________________________________________
 JZ1780* NAD 83(1986) POSITION- 39 36 48.     (N) 085 09 03.     (W)   SCALED
 JZ1780* NAVD 88 ORTHO HEIGHT -   241.896 (meters)      793.62  (feet) ADJUSTED
 JZ1780  ______________________________________________________________________
 JZ1780  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 JZ1780  DYNAMIC HEIGHT  -        241.752 (meters)      793.15  (feet) COMP
 JZ1780  MODELED GRAVITY -    980,022.9   (mgal)                       NAVD 88
 JZ1780
 JZ1780  VERT ORDER      -  SECOND    CLASS 0
 JZ1780
 JZ1780.The horizontal coordinates were scaled from a map and have
 JZ1780.an estimated accuracy of +/- 6 seconds.
 JZ1780
 JZ1780.The orthometric height was determined by differential leveling and
 JZ1780.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1780.in June 1991.
 JZ1780
 JZ1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1780.GEOID18 height accuracy estimate available here.
 JZ1780
 JZ1780.Click photographs - Photos may exist for this station.
 JZ1780
 JZ1780.The dynamic height is computed by dividing the NAVD 88
 JZ1780.geopotential number by the normal gravity value computed on the
 JZ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1780.degrees latitude (g = 980.6199 gals.).
 JZ1780
 JZ1780.The modeled gravity was interpolated from observed gravity values.
 JZ1780
 JZ1780;                    North         East    Units  Estimated Accuracy
 JZ1780;SPC IN E     -   484,710.      144,300.      MT  (+/- 180 meters Scaled)
 JZ1780
 JZ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ587864(NAD 83)
 JZ1780
 JZ1780                          SUPERSEDED SURVEY CONTROL
 JZ1780
 JZ1780  NGVD 29 (??/??/92)  242.041  (m)          794.10   (f) ADJ UNCH    2 0
 JZ1780
 JZ1780.Superseded values are not recommended for survey control.
 JZ1780
 JZ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1780.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1780
 JZ1780_MARKER: DB = BENCH MARK DISK
 JZ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1780_STAMPING: Z 260 1947
 JZ1780_MARK LOGO: CGS
 JZ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1780+STABILITY: SURFACE MOTION
 JZ1780
 JZ1780  HISTORY     - Date     Condition        Report By
 JZ1780  HISTORY     - 1947     MONUMENTED       CGS
 JZ1780
 JZ1780                          STATION DESCRIPTION
 JZ1780
 JZ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1780'2 MI S FROM CONNERSVILLE.
 JZ1780'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 121 FROM THE COURT
 JZ1780'HOUSE AT CONNERSVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JZ1780'WEST, 20.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET
 JZ1780'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 43 FEET SOUTHEAST
 JZ1780'OF THE NORTHEAST CORNER OF A SMALL HOUSE (FORMERLY A SERVICE
 JZ1780'STATION), 3 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE
 JZ1780'ROW OF POLES, 8.5 FEET NORTH OF A MAIL BOX, ABOUT LEVEL WITH
 JZ1780'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JZ1780'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1988 ***********************************************************************
 JZ1988  DESIGNATION -  Z 261
 JZ1988  PID         -  JZ1988
 JZ1988  STATE/COUNTY-  IN/RIPLEY
 JZ1988  COUNTRY     -  US
 JZ1988  USGS QUAD   -  BATESVILLE (2019)
 JZ1988
 JZ1988                         *CURRENT SURVEY CONTROL
 JZ1988  ______________________________________________________________________
 JZ1988* NAD 83(1986) POSITION- 39 17 49.3    (N) 085 13 24.2    (W)   HD_HELD2
 JZ1988* NAVD 88 ORTHO HEIGHT -   299.321 (meters)      982.02  (feet) ADJUSTED
 JZ1988  ______________________________________________________________________
 JZ1988  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ1988  DYNAMIC HEIGHT  -        299.134 (meters)      981.41  (feet) COMP
 JZ1988  MODELED GRAVITY -    979,993.7   (mgal)                       NAVD 88
 JZ1988
 JZ1988  VERT ORDER      -  FIRST     CLASS II
 JZ1988
 JZ1988.The horizontal coordinates were established by autonomous hand held GPS
 JZ1988.observations and have an estimated accuracy of +/- 10 meters.
 JZ1988
 JZ1988.The orthometric height was determined by differential leveling and
 JZ1988.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1988.in June 1991.
 JZ1988
 JZ1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1988.GEOID18 height accuracy estimate available here.
 JZ1988
 JZ1988.Click photographs - Photos may exist for this station.
 JZ1988
 JZ1988.The dynamic height is computed by dividing the NAVD 88
 JZ1988.geopotential number by the normal gravity value computed on the
 JZ1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1988.degrees latitude (g = 980.6199 gals.).
 JZ1988
 JZ1988.The modeled gravity was interpolated from observed gravity values.
 JZ1988
 JZ1988;                    North         East    Units  Estimated Accuracy
 JZ1988;SPC IN E     -   449,564.      138,237.      MT  (+/- 10 meters HH2 GPS)
 JZ1988
 JZ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5319951243(NAD 83)
 JZ1988
 JZ1988                          SUPERSEDED SURVEY CONTROL
 JZ1988
 JZ1988  NGVD 29 (??/??/92)  299.467  (m)          982.50   (f) ADJ UNCH    1 2
 JZ1988
 JZ1988.Superseded values are not recommended for survey control.
 JZ1988
 JZ1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1988.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1988
 JZ1988_MARKER: DB = BENCH MARK DISK
 JZ1988_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ1988_SP_SET: FOUNDATION WALL
 JZ1988_STAMPING: Z 261 1947
 JZ1988_MARK LOGO: CGS
 JZ1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ1988+STABILITY: POSITION/ELEVATION WELL
 JZ1988
 JZ1988  HISTORY     - Date     Condition        Report By
 JZ1988  HISTORY     - 1947     MONUMENTED       CGS
 JZ1988  HISTORY     - 1986     GOOD             NGS
 JZ1988
 JZ1988                          STATION DESCRIPTION
 JZ1988
 JZ1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1988'AT BATESVILLE.
 JZ1988'AT BATESVILLE, AT THE INTERSECTION OF MAIN STREET (STATE HIGHWAY
 JZ1988'229) AND CATHERINE STREET, SET VERTICALLY IN THE WEST FACE OF THE
 JZ1988'SOUTHWEST CORNER OF THE MEMORIAL BUILDING AND FIRE STATION, 1.4
 JZ1988'FEET NORTH OF THE SOUTHWEST CORNER AND 4.7 FEET ABOVE THE GROUND.
 JZ1988
 JZ1988                          STATION RECOVERY (1986)
 JZ1988
 JZ1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1988'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN BATESVILLE,
 JZ1988'AT 132 MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1799 ***********************************************************************
 JZ1799  DESIGNATION -  Z 262
 JZ1799  PID         -  JZ1799
 JZ1799  STATE/COUNTY-  IN/FRANKLIN
 JZ1799  COUNTRY     -  US
 JZ1799  USGS QUAD   -  EVERTON (2019)
 JZ1799
 JZ1799                         *CURRENT SURVEY CONTROL
 JZ1799  ______________________________________________________________________
 JZ1799* NAD 83(1986) POSITION- 39 31 18.     (N) 085 05 02.     (W)   SCALED
 JZ1799* NAVD 88 ORTHO HEIGHT -   287.425 (meters)      942.99  (feet) ADJUSTED
 JZ1799  ______________________________________________________________________
 JZ1799  GEOID HEIGHT    -        -34.028 (meters)                     GEOID18
 JZ1799  DYNAMIC HEIGHT  -        287.248 (meters)      942.41  (feet) COMP
 JZ1799  MODELED GRAVITY -    980,004.1   (mgal)                       NAVD 88
 JZ1799
 JZ1799  VERT ORDER      -  SECOND    CLASS 0
 JZ1799
 JZ1799.The horizontal coordinates were scaled from a map and have
 JZ1799.an estimated accuracy of +/- 6 seconds.
 JZ1799
 JZ1799.The orthometric height was determined by differential leveling and
 JZ1799.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1799.in June 1991.
 JZ1799
 JZ1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1799.GEOID18 height accuracy estimate available here.
 JZ1799
 JZ1799.Click photographs - Photos may exist for this station.
 JZ1799
 JZ1799.The dynamic height is computed by dividing the NAVD 88
 JZ1799.geopotential number by the normal gravity value computed on the
 JZ1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1799.degrees latitude (g = 980.6199 gals.).
 JZ1799
 JZ1799.The modeled gravity was interpolated from observed gravity values.
 JZ1799
 JZ1799;                    North         East    Units  Estimated Accuracy
 JZ1799;SPC IN E     -   474,570.      150,110.      MT  (+/- 180 meters Scaled)
 JZ1799
 JZ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647764(NAD 83)
 JZ1799
 JZ1799                          SUPERSEDED SURVEY CONTROL
 JZ1799
 JZ1799  NGVD 29 (??/??/92)  287.573  (m)          943.48   (f) ADJ UNCH    2 0
 JZ1799
 JZ1799.Superseded values are not recommended for survey control.
 JZ1799
 JZ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1799.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1799
 JZ1799_MARKER: DB = BENCH MARK DISK
 JZ1799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1799_SP_SET: BOX CULVERT HEADWALL
 JZ1799_STAMPING: Z 262 1947
 JZ1799_MARK LOGO: CGS
 JZ1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1799+STABILITY: SURFACE MOTION
 JZ1799
 JZ1799  HISTORY     - Date     Condition        Report By
 JZ1799  HISTORY     - 1947     MONUMENTED       CGS
 JZ1799
 JZ1799                          STATION DESCRIPTION
 JZ1799
 JZ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1799'7 MI E FROM LAUREL.
 JZ1799'ABOUT 6.95 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JZ1799'MAIN CROSSROADS AT LAUREL, ABOUT 0.1 MILE WEST OF THE JUNCTION OF
 JZ1799'STATE HIGHWAY 1, SET IN THE TOP OF THE EAST END OF THE NORTH
 JZ1799'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM,
 JZ1799'11.5 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT
 JZ1799'ABOVE THE ROAD LEVEL.  NOTE-- MARK MAY BE REACHED FROM THE
 JZ1799'VILLAGE SQUARE AT FAIRFIELD, FRANKLIN COUNTY BY GOING ABOUT 0.3
 JZ1799'MILE SOUTH AND 0.3 MILE WEST ALONG A BLACK TOP ROAD, THENCE ABOUT
 JZ1799'2.0 MILES NORTH, ABOUT 2.9 MILES WEST, ABOUT 1.15 MILES SOUTH
 JZ1799'AND ABOUT 1.8 MILES WEST ALONG GRAVEL ROADS, THENCE ABOUT 0.15
 JZ1799'MILE SOUTH ALONG STATE HIGHWAY 1 AND 0.1 MILE WEST ALONG A GRAVEL
 JZ1799'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0589 ***********************************************************************
 JZ0589  DESIGNATION -  Z 263
 JZ0589  PID         -  JZ0589
 JZ0589  STATE/COUNTY-  IN/DEARBORN
 JZ0589  COUNTRY     -  US
 JZ0589  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0589
 JZ0589                         *CURRENT SURVEY CONTROL
 JZ0589  ______________________________________________________________________
 JZ0589* NAD 83(1986) POSITION- 39 17 07.     (N) 084 58 07.     (W)   SCALED
 JZ0589* NAVD 88 ORTHO HEIGHT -   310.385 (meters)     1018.32  (feet) ADJUSTED
 JZ0589  ______________________________________________________________________
 JZ0589  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ0589  DYNAMIC HEIGHT  -        310.192 (meters)     1017.69  (feet) COMP
 JZ0589  MODELED GRAVITY -    979,999.8   (mgal)                       NAVD 88
 JZ0589
 JZ0589  VERT ORDER      -  SECOND    CLASS 0
 JZ0589
 JZ0589.The horizontal coordinates were scaled from a map and have
 JZ0589.an estimated accuracy of +/- 6 seconds.
 JZ0589
 JZ0589.The orthometric height was determined by differential leveling and
 JZ0589.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0589.in June 1991.
 JZ0589
 JZ0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0589.GEOID18 height accuracy estimate available here.
 JZ0589
 JZ0589.Click photographs - Photos may exist for this station.
 JZ0589
 JZ0589.The dynamic height is computed by dividing the NAVD 88
 JZ0589.geopotential number by the normal gravity value computed on the
 JZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0589.degrees latitude (g = 980.6199 gals.).
 JZ0589
 JZ0589.The modeled gravity was interpolated from observed gravity values.
 JZ0589
 JZ0589;                    North         East    Units  Estimated Accuracy
 JZ0589;SPC IN E     -   448,400.      160,230.      MT  (+/- 180 meters Scaled)
 JZ0589
 JZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ752504(NAD 83)
 JZ0589
 JZ0589                          SUPERSEDED SURVEY CONTROL
 JZ0589
 JZ0589  NGVD 29 (??/??/92)  310.569  (m)         1018.93   (f) ADJ UNCH    2 0
 JZ0589
 JZ0589.Superseded values are not recommended for survey control.
 JZ0589
 JZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0589.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0589
 JZ0589_MARKER: DB = BENCH MARK DISK
 JZ0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0589_SP_SET: BUILDING
 JZ0589_STAMPING: Z 263 1947
 JZ0589_MARK LOGO: CGS
 JZ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0589
 JZ0589  HISTORY     - Date     Condition        Report By
 JZ0589  HISTORY     - 1947     MONUMENTED       CGS
 JZ0589
 JZ0589                          STATION DESCRIPTION
 JZ0589
 JZ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0589'1.2 MI SW FROM ST LEON.
 JZ0589'0.7 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JZ0589'ST. LEON, THENCE ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 46, AT
 JZ0589'THE ST. LEON AIRPORT, SET VERTICALLY IN THE SOUTH FACE AT THE
 JZ0589'SOUTHWEST CORNER OF THE MAIN HANGAR AND STOCK ROOM BUILDING,
 JZ0589'2 FEET EAST OF THE SOUTHWEST CORNER AND 2.5 FEET ABOVE THE
 JZ0589'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2028 ***********************************************************************
 JZ2028  DESIGNATION -  Z 264
 JZ2028  PID         -  JZ2028
 JZ2028  STATE/COUNTY-  IN/FRANKLIN
 JZ2028  COUNTRY     -  US
 JZ2028  USGS QUAD   -  SPADES (2019)
 JZ2028
 JZ2028                         *CURRENT SURVEY CONTROL
 JZ2028  ______________________________________________________________________
 JZ2028* NAD 83(1986) POSITION- 39 21 02.     (N) 085 04 16.     (W)   SCALED
 JZ2028* NAVD 88 ORTHO HEIGHT -   299.603 (meters)      982.95  (feet) ADJUSTED
 JZ2028  ______________________________________________________________________
 JZ2028  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ2028  DYNAMIC HEIGHT  -        299.417 (meters)      982.34  (feet) COMP
 JZ2028  MODELED GRAVITY -    979,996.1   (mgal)                       NAVD 88
 JZ2028
 JZ2028  VERT ORDER      -  SECOND    CLASS 0
 JZ2028
 JZ2028.The horizontal coordinates were scaled from a map and have
 JZ2028.an estimated accuracy of +/- 6 seconds.
 JZ2028
 JZ2028.The orthometric height was determined by differential leveling and
 JZ2028.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2028.in June 1991.
 JZ2028
 JZ2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2028.GEOID18 height accuracy estimate available here.
 JZ2028
 JZ2028.Click photographs - Photos may exist for this station.
 JZ2028
 JZ2028.The dynamic height is computed by dividing the NAVD 88
 JZ2028.geopotential number by the normal gravity value computed on the
 JZ2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2028.degrees latitude (g = 980.6199 gals.).
 JZ2028
 JZ2028.The modeled gravity was interpolated from observed gravity values.
 JZ2028
 JZ2028;                    North         East    Units  Estimated Accuracy
 JZ2028;SPC IN E     -   455,580.      151,330.      MT  (+/- 180 meters Scaled)
 JZ2028
 JZ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ662574(NAD 83)
 JZ2028
 JZ2028                          SUPERSEDED SURVEY CONTROL
 JZ2028
 JZ2028  NGVD 29 (??/??/92)  299.772  (m)          983.50   (f) ADJ UNCH    2 0
 JZ2028
 JZ2028.Superseded values are not recommended for survey control.
 JZ2028
 JZ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2028.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2028
 JZ2028_MARKER: DB = BENCH MARK DISK
 JZ2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2028_STAMPING: Z 264 1947
 JZ2028_MARK LOGO: CGS
 JZ2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2028+STABILITY: SURFACE MOTION
 JZ2028
 JZ2028  HISTORY     - Date     Condition        Report By
 JZ2028  HISTORY     - 1947     MONUMENTED       CGS
 JZ2028
 JZ2028                          STATION DESCRIPTION
 JZ2028
 JZ2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2028'4.6 MI NW FROM ST PETER.
 JZ2028'ABOUT 2.55 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 JZ2028'CATHOLIC CHURCH AT ST. PETER, THENCE ABOUT 1.05 MILES NORTH,
 JZ2028'0.25 MILE EAST AND 0.75 MILE NORTH ALONG GRAVEL ROADS, ABOUT
 JZ2028'0.55 MILE SOUTH OF AN AIRWAY BEACON, 0.55 MILE SOUTH OF A T
 JZ2028'JUNCTION WITH AN EAST-WEST ROAD, 121 FEET SOUTHEAST AND ACROSS
 JZ2028'THE ROAD FROM THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 18
 JZ2028'FEET EAST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTH OF A
 JZ2028'T FENCE CORNER POST, 27 FEET NORTH OF POWER POLE NO. 577/586,
 JZ2028'2 FEET WEST OF THE FENCE LINE, 3 FEET SOUTH OF A WHITE WOODEN
 JZ2028'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND
 JZ2028'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1261 ***********************************************************************
 JZ1261  DESIGNATION -  Z 265
 JZ1261  PID         -  JZ1261
 JZ1261  STATE/COUNTY-  IN/FRANKLIN
 JZ1261  COUNTRY     -  US
 JZ1261  USGS QUAD   -  NEW FAIRFIELD (2019)
 JZ1261
 JZ1261                         *CURRENT SURVEY CONTROL
 JZ1261  ______________________________________________________________________
 JZ1261* NAD 83(1986) POSITION- 39 30 51.     (N) 084 56 06.     (W)   SCALED
 JZ1261* NAVD 88 ORTHO HEIGHT -   303.079 (meters)      994.35  (feet) ADJUSTED
 JZ1261  ______________________________________________________________________
 JZ1261  GEOID HEIGHT    -        -33.688 (meters)                     GEOID18
 JZ1261  DYNAMIC HEIGHT  -        302.901 (meters)      993.77  (feet) COMP
 JZ1261  MODELED GRAVITY -    980,030.1   (mgal)                       NAVD 88
 JZ1261
 JZ1261  VERT ORDER      -  SECOND    CLASS 0
 JZ1261
 JZ1261.The horizontal coordinates were scaled from a map and have
 JZ1261.an estimated accuracy of +/- 6 seconds.
 JZ1261
 JZ1261.The orthometric height was determined by differential leveling and
 JZ1261.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1261.in June 1991.
 JZ1261
 JZ1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1261.GEOID18 height accuracy estimate available here.
 JZ1261
 JZ1261.Click photographs - Photos may exist for this station.
 JZ1261
 JZ1261.The dynamic height is computed by dividing the NAVD 88
 JZ1261.geopotential number by the normal gravity value computed on the
 JZ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1261.degrees latitude (g = 980.6199 gals.).
 JZ1261
 JZ1261.The modeled gravity was interpolated from observed gravity values.
 JZ1261
 JZ1261;                    North         East    Units  Estimated Accuracy
 JZ1261;SPC IN E     -   473,830.      162,920.      MT  (+/- 180 meters Scaled)
 JZ1261
 JZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ775758(NAD 83)
 JZ1261
 JZ1261                          SUPERSEDED SURVEY CONTROL
 JZ1261
 JZ1261  NGVD 29 (??/??/92)  303.244  (m)          994.89   (f) ADJ UNCH    2 0
 JZ1261
 JZ1261.Superseded values are not recommended for survey control.
 JZ1261
 JZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1261.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1261
 JZ1261_MARKER: DB = BENCH MARK DISK
 JZ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1261_STAMPING: Z 265 1947
 JZ1261_MARK LOGO: CGS
 JZ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1261+STABILITY: SURFACE MOTION
 JZ1261
 JZ1261  HISTORY     - Date     Condition        Report By
 JZ1261  HISTORY     - 1947     MONUMENTED       CGS
 JZ1261
 JZ1261                          STATION DESCRIPTION
 JZ1261
 JZ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1261'3.4 MI E FROM FAIRFIELD.
 JZ1261'3.45 MILES EAST ALONG A GRAVEL ROAD FROM THE VILLAGE PARK AT
 JZ1261'FAIRFIELD, ABOUT 1.05 MILES EAST OF THE BRIDGE OVER TEMPLETON
 JZ1261'CREEK, ABOUT 0.2 MILE WEST OF A RIGHT-ANGLE TURN IN THE ROAD
 JZ1261'WITH TANGENTS SOUTH AND WEST, ABOUT 40 YARDS NORTHWEST AND
 JZ1261'ACROSS THE ROAD FROM A 2-STORY WHITE FARM HOUSE, 19 FEET NORTH
 JZ1261'OF THE CENTER LINE OF THE ROAD, 89 FEET WEST-SOUTHWEST OF THE
 JZ1261'SOUTHWEST CORNER OF A SMALL RED IMPLEMENT BARN, 74.5 FEET WEST
 JZ1261'OF A FENCE CORNER, 10.5 FEET EAST OF POWER POLE NO. 557/544,
 JZ1261'IN LINE WITH THE ROW OF POLES, 1 FOOT SOUTH OF THE FENCE LINE,
 JZ1261'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1261'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ1261'MARK MAY BE REACHED FROM THE CROSSROADS AT OLD BATH BY GOING
 JZ1261'ABOUT 2.2 MILES WEST, THENCE ABOUT 0.3 MILE NORTH AND 0.2 MILE
 JZ1261'WEST ALONG GRAVEL ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2241 ***********************************************************************
 JZ2241  DESIGNATION -  Z 266
 JZ2241  PID         -  JZ2241
 JZ2241  STATE/COUNTY-  IN/DECATUR
 JZ2241  COUNTRY     -  US
 JZ2241  USGS QUAD   -  HARTSVILLE (2019)
 JZ2241
 JZ2241                         *CURRENT SURVEY CONTROL
 JZ2241  ______________________________________________________________________
 JZ2241* NAD 83(1986) POSITION- 39 16 14.91   (N) 085 38 27.62   (W)   HD_HELD1
 JZ2241* NAVD 88 ORTHO HEIGHT -   239.028 (meters)      784.21  (feet) ADJUSTED
 JZ2241  ______________________________________________________________________
 JZ2241  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 JZ2241  DYNAMIC HEIGHT  -        238.879 (meters)      783.72  (feet) COMP
 JZ2241  MODELED GRAVITY -    979,999.3   (mgal)                       NAVD 88
 JZ2241
 JZ2241  VERT ORDER      -  SECOND    CLASS 0
 JZ2241
 JZ2241.The horizontal coordinates were determined by differentially corrected
 JZ2241.hand held GPS observations or other comparable positioning techniques
 JZ2241.and have an estimated accuracy of +/- 3 meters.
 JZ2241
 JZ2241.The orthometric height was determined by differential leveling and
 JZ2241.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2241.in June 1991.
 JZ2241
 JZ2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2241.GEOID18 height accuracy estimate available here.
 JZ2241
 JZ2241.Click photographs - Photos may exist for this station.
 JZ2241
 JZ2241.The dynamic height is computed by dividing the NAVD 88
 JZ2241.geopotential number by the normal gravity value computed on the
 JZ2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2241.degrees latitude (g = 980.6199 gals.).
 JZ2241
 JZ2241.The modeled gravity was interpolated from observed gravity values.
 JZ2241
 JZ2241;                    North         East    Units  Estimated Accuracy
 JZ2241;SPC IN E     -   446,560.2     102,214.4     MT  (+/- 3 meters HH1 GPS) 
 JZ2241
 JZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1723047709(NAD 83)
 JZ2241
 JZ2241                          SUPERSEDED SURVEY CONTROL
 JZ2241
 JZ2241  NGVD 29 (??/??/92)  239.148  (m)          784.60   (f) ADJ UNCH    2 0
 JZ2241
 JZ2241.Superseded values are not recommended for survey control.
 JZ2241
 JZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2241.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2241
 JZ2241_MARKER: DB = BENCH MARK DISK
 JZ2241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2241_SP_SET: BRIDGE
 JZ2241_STAMPING: Z 266 1947
 JZ2241_MARK LOGO: CGS
 JZ2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2241+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 JZ2241
 JZ2241  HISTORY     - Date     Condition        Report By
 JZ2241  HISTORY     - 1947     MONUMENTED       CGS
 JZ2241  HISTORY     - 20221102 GOOD             INDOT
 JZ2241
 JZ2241                          STATION DESCRIPTION
 JZ2241
 JZ2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2241'3.2 MI S FROM BURNEY.
 JZ2241'ABOUT 3.2 MILES SOUTH ALONG A PAVED AND GRAVEL ROAD FROM THE
 JZ2241'POST OFFICE AT BURNEY, ABOUT 1.05 MILE SOUTH OF THE INTERSECTION
 JZ2241'WITH STATE HIGHWAY 46, AT THE SOUTHERLY OF TWO SIMILAR CONCRETE
 JZ2241'ARCH BRIDGES, SET IN THE TOP OF THE SOUTH END OF THE EAST
 JZ2241'CONCRETE BANISTER OF THE 70-FOOT BRIDGE OVER A CREEK, 10 FEET
 JZ2241'EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 4.5 FEET ABOVE
 JZ2241'THE ROAD.
 JZ2241
 JZ2241                          STATION RECOVERY (2022)
 JZ2241
 JZ2241'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2022 (TD)
 JZ2241'MARK WAS FOUND AT THE SOUTH END IN THE TOP OF THE EAST CONCRETE RAIL,
 JZ2241'OF A BRIDGE OVER A TRIBUTARY TO THE FALL FORK OF CLIFTY CREEK ALONG
 JZ2241'DECATUR COUNTY ROAD S 850 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2235 ***********************************************************************
 JZ2235  DESIGNATION -  Z 267
 JZ2235  PID         -  JZ2235
 JZ2235  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2235  COUNTRY     -  US
 JZ2235  USGS QUAD   -  HARTSVILLE (2019)
 JZ2235
 JZ2235                         *CURRENT SURVEY CONTROL
 JZ2235  ______________________________________________________________________
 JZ2235* NAD 83(1986) POSITION- 39 16 04.     (N) 085 41 52.     (W)   SCALED
 JZ2235* NAVD 88 ORTHO HEIGHT -   231.767 (meters)      760.39  (feet) ADJUSTED
 JZ2235  ______________________________________________________________________
 JZ2235  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JZ2235  DYNAMIC HEIGHT  -        231.624 (meters)      759.92  (feet) COMP
 JZ2235  MODELED GRAVITY -    980,002.9   (mgal)                       NAVD 88
 JZ2235
 JZ2235  VERT ORDER      -  SECOND    CLASS 0
 JZ2235
 JZ2235.The horizontal coordinates were scaled from a map and have
 JZ2235.an estimated accuracy of +/- 6 seconds.
 JZ2235
 JZ2235.The orthometric height was determined by differential leveling and
 JZ2235.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2235.in June 1991.
 JZ2235
 JZ2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2235.GEOID18 height accuracy estimate available here.
 JZ2235
 JZ2235.Click photographs - Photos may exist for this station.
 JZ2235
 JZ2235.The dynamic height is computed by dividing the NAVD 88
 JZ2235.geopotential number by the normal gravity value computed on the
 JZ2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2235.degrees latitude (g = 980.6199 gals.).
 JZ2235
 JZ2235.The modeled gravity was interpolated from observed gravity values.
 JZ2235
 JZ2235;                    North         East    Units  Estimated Accuracy
 JZ2235;SPC IN E     -   446,220.       97,320.      MT  (+/- 180 meters Scaled)
 JZ2235
 JZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ123473(NAD 83)
 JZ2235
 JZ2235                          SUPERSEDED SURVEY CONTROL
 JZ2235
 JZ2235  NGVD 29 (??/??/92)  231.887  (m)          760.78   (f) ADJ UNCH    2 0
 JZ2235
 JZ2235.Superseded values are not recommended for survey control.
 JZ2235
 JZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2235.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2235
 JZ2235_MARKER: DB = BENCH MARK DISK
 JZ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2235_STAMPING: Z 267 1947
 JZ2235_MARK LOGO: CGS
 JZ2235_PROJECTION: FLUSH
 JZ2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2235+STABILITY: SURFACE MOTION
 JZ2235
 JZ2235  HISTORY     - Date     Condition        Report By
 JZ2235  HISTORY     - 1947     MONUMENTED       CGS
 JZ2235  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 JZ2235
 JZ2235                          STATION DESCRIPTION
 JZ2235
 JZ2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2235'AT HARTSVILLE.
 JZ2235'AT HARTSVILLE, AT THE SOUTHEAST CORNER OF THE VILLAGE PARK, 54
 JZ2235'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 46, 41.5 FEET
 JZ2235'WEST OF THE CENTER LINE OF A STREET ALONG THE EAST SIDE OF THE
 JZ2235'PARK, 10 FEET NORTH OF A WELL PUMP, 1 FOOT EAST OF A PIPE
 JZ2235'RAILING, 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE PIPE
 JZ2235'RAILING AROUND THE PARK, 1 FOOT ABOVE HIGHWAY LEVEL AND SET IN
 JZ2235'THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JZ2235
 JZ2235                          STATION RECOVERY (2004)
 JZ2235
 JZ2235'RECOVERY NOTE BY GEOCACHING 2004
 JZ2235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2342 ***********************************************************************
 JZ2342  DESIGNATION -  Z 268
 JZ2342  PID         -  JZ2342
 JZ2342  STATE/COUNTY-  IN/SHELBY
 JZ2342  COUNTRY     -  US
 JZ2342  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2342
 JZ2342                         *CURRENT SURVEY CONTROL
 JZ2342  ______________________________________________________________________
 JZ2342* NAD 83(1986) POSITION- 39 34 08.     (N) 085 50 10.     (W)   SCALED
 JZ2342* NAVD 88 ORTHO HEIGHT -   233.798 (meters)      767.05  (feet) ADJUSTED
 JZ2342  ______________________________________________________________________
 JZ2342  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 JZ2342  DYNAMIC HEIGHT  -        233.663 (meters)      766.61  (feet) COMP
 JZ2342  MODELED GRAVITY -    980,043.7   (mgal)                       NAVD 88
 JZ2342
 JZ2342  VERT ORDER      -  FIRST     CLASS II
 JZ2342
 JZ2342.The horizontal coordinates were scaled from a map and have
 JZ2342.an estimated accuracy of +/- 6 seconds.
 JZ2342
 JZ2342.The orthometric height was determined by differential leveling and
 JZ2342.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2342.in June 1991.
 JZ2342
 JZ2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2342.GEOID18 height accuracy estimate available here.
 JZ2342
 JZ2342.Click photographs - Photos may exist for this station.
 JZ2342
 JZ2342.The dynamic height is computed by dividing the NAVD 88
 JZ2342.geopotential number by the normal gravity value computed on the
 JZ2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2342.degrees latitude (g = 980.6199 gals.).
 JZ2342
 JZ2342.The modeled gravity was interpolated from observed gravity values.
 JZ2342
 JZ2342;                    North         East    Units  Estimated Accuracy
 JZ2342;SPC IN E     -   479,670.       85,440.      MT  (+/- 180 meters Scaled)
 JZ2342
 JZ2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999805(NAD 83)
 JZ2342
 JZ2342                          SUPERSEDED SURVEY CONTROL
 JZ2342
 JZ2342  NGVD 29 (??/??/92)  233.913  (m)          767.43   (f) ADJ UNCH    1 2
 JZ2342
 JZ2342.Superseded values are not recommended for survey control.
 JZ2342
 JZ2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2342.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2342
 JZ2342_MARKER: DB = BENCH MARK DISK
 JZ2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2342_STAMPING: Z 268 1947
 JZ2342_MARK LOGO: CGS
 JZ2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2342+STABILITY: SURFACE MOTION
 JZ2342
 JZ2342  HISTORY     - Date     Condition        Report By
 JZ2342  HISTORY     - 1947     MONUMENTED       CGS
 JZ2342  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2342
 JZ2342                          STATION DESCRIPTION
 JZ2342
 JZ2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2342'2 MI SE FROM FAIRLAND.
 JZ2342'ABOUT 1.95 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ2342'FROM THE STATION AT FAIRLAND, AT AN EAST-WEST ROAD CROSSING, 22
 JZ2342'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET SOUTH OF THE
 JZ2342'CENTER LINE OF THE BLACK TOP ROAD, 3 FEET SOUTHEAST OF A FENCE
 JZ2342'CORNER POST, 1 FOOT NORTHEAST OF THE FENCE LINE, 2 FEET NORTHWEST
 JZ2342'OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW THE TRACK AND
 JZ2342'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ2342
 JZ2342                          STATION RECOVERY (1986)
 JZ2342
 JZ2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ2342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0221 ***********************************************************************
 LB0221  DESIGNATION -  Z 27
 LB0221  PID         -  LB0221
 LB0221  STATE/COUNTY-  IN/MIAMI
 LB0221  COUNTRY     -  US
 LB0221  USGS QUAD   -  BUNKER HILL (2019)
 LB0221
 LB0221                         *CURRENT SURVEY CONTROL
 LB0221  ______________________________________________________________________
 LB0221* NAD 83(1986) POSITION- 40 44 52.     (N) 086 06 11.     (W)   SCALED
 LB0221* NAVD 88 ORTHO HEIGHT -   197.333 (meters)      647.42  (feet) ADJUSTED
 LB0221  ______________________________________________________________________
 LB0221  GEOID HEIGHT    -        -34.230 (meters)                     GEOID18
 LB0221  DYNAMIC HEIGHT  -        197.238 (meters)      647.11  (feet) COMP
 LB0221  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 LB0221
 LB0221  VERT ORDER      -  SECOND    CLASS 0
 LB0221
 LB0221.The horizontal coordinates were scaled from a map and have
 LB0221.an estimated accuracy of +/- 6 seconds.
 LB0221
 LB0221.The orthometric height was determined by differential leveling and
 LB0221.adjusted by the NATIONAL GEODETIC SURVEY
 LB0221.in June 1991.
 LB0221
 LB0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0221.GEOID18 height accuracy estimate available here.
 LB0221
 LB0221.Click photographs - Photos may exist for this station.
 LB0221
 LB0221.The dynamic height is computed by dividing the NAVD 88
 LB0221.geopotential number by the normal gravity value computed on the
 LB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0221.degrees latitude (g = 980.6199 gals.).
 LB0221
 LB0221.The modeled gravity was interpolated from observed gravity values.
 LB0221
 LB0221;                    North         East    Units  Estimated Accuracy
 LB0221;SPC IN E     -   610,640.       63,150.      MT  (+/- 180 meters Scaled)
 LB0221
 LB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL757111(NAD 83)
 LB0221
 LB0221                          SUPERSEDED SURVEY CONTROL
 LB0221
 LB0221  NGVD 29 (??/??/92)  197.458  (m)          647.83   (f) ADJ UNCH    2 0
 LB0221
 LB0221.Superseded values are not recommended for survey control.
 LB0221
 LB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0221.See file dsdata.pdf to determine how the superseded data were derived.
 LB0221
 LB0221_MARKER: DB = BENCH MARK DISK
 LB0221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB0221+WITH SETTING: PAVEMENT
 LB0221_SP_SET: SWITCH BASE
 LB0221_STAMPING: Z 27 1934
 LB0221_MARK LOGO: CGS
 LB0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0221+STABILITY: SURFACE MOTION
 LB0221
 LB0221  HISTORY     - Date     Condition        Report By
 LB0221  HISTORY     - 1934     MONUMENTED       CGS
 LB0221  HISTORY     - 1946     GOOD             CGS
 LB0221  HISTORY     - 1961     GOOD             LOCSUR
 LB0221  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0221  HISTORY     - 20050802 MARK NOT FOUND   BFSINC
 LB0221
 LB0221                          STATION DESCRIPTION
 LB0221
 LB0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0221'1.8 MI W FROM PERU.
 LB0221'ABOUT 1.8 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB0221'AT PERU, AT THE CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD, 97
 LB0221'FEET EAST OF THE NORTHEAST CORNER OF SWITCH TOWER CW, 8.3 FEET
 LB0221'SOUTH OF THE SOUTH RAIL OF THE C. AND O. RR. SET IN THE TOP OF
 LB0221'THE CONCRETE BASE OF THE FIRST SWITCH COMPENSATOR EAST OF THE
 LB0221'SWITCH TOWER.
 LB0221
 LB0221                          STATION RECOVERY (1961)
 LB0221
 LB0221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LB0221'RECOVERED IN GOOD CONDITION.
 LB0221
 LB0221                          STATION RECOVERY (1989)
 LB0221
 LB0221'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0221'MARK NOT FOUND.
 LB0221
 LB0221                          STATION RECOVERY (2005)
 LB0221
 LB0221'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 LB0221'MARK LIKELY DESTROYED WHEN C AND O RAILS WERE REMOVED.  NO EVIDENCE OF
 LB0221'SWITCH TOWER OR SWITCH COMPENSATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2215 ***********************************************************************
 JZ2215  DESIGNATION -  Z 270
 JZ2215  PID         -  JZ2215
 JZ2215  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2215  COUNTRY     -  US
 JZ2215  USGS QUAD   -  COLUMBUS (2019)
 JZ2215
 JZ2215                         *CURRENT SURVEY CONTROL
 JZ2215  ______________________________________________________________________
 JZ2215* NAD 83(1986) POSITION- 39 13 23.     (N) 085 54 14.     (W)   SCALED
 JZ2215* NAVD 88 ORTHO HEIGHT -   194.991 (meters)      639.73  (feet) ADJUSTED
 JZ2215  ______________________________________________________________________
 JZ2215  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 JZ2215  DYNAMIC HEIGHT  -        194.871 (meters)      639.34  (feet) COMP
 JZ2215  MODELED GRAVITY -    980,010.6   (mgal)                       NAVD 88
 JZ2215
 JZ2215  VERT ORDER      -  SECOND    CLASS 0
 JZ2215
 JZ2215.The horizontal coordinates were scaled from a map and have
 JZ2215.an estimated accuracy of +/- 6 seconds.
 JZ2215
 JZ2215.The orthometric height was determined by differential leveling and
 JZ2215.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2215.in June 1991.
 JZ2215
 JZ2215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2215.GEOID18 height accuracy estimate available here.
 JZ2215
 JZ2215.Click photographs - Photos may exist for this station.
 JZ2215
 JZ2215.The dynamic height is computed by dividing the NAVD 88
 JZ2215.geopotential number by the normal gravity value computed on the
 JZ2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2215.degrees latitude (g = 980.6199 gals.).
 JZ2215
 JZ2215.The modeled gravity was interpolated from observed gravity values.
 JZ2215
 JZ2215;                    North         East    Units  Estimated Accuracy
 JZ2215;SPC IN E     -   441,290.       79,520.      MT  (+/- 180 meters Scaled)
 JZ2215
 JZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ946421(NAD 83)
 JZ2215
 JZ2215                          SUPERSEDED SURVEY CONTROL
 JZ2215
 JZ2215  NGVD 29 (??/??/92)  195.113  (m)          640.13   (f) ADJ UNCH    2 0
 JZ2215
 JZ2215.Superseded values are not recommended for survey control.
 JZ2215
 JZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2215.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2215
 JZ2215_MARKER: DB = BENCH MARK DISK
 JZ2215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2215_SP_SET: FOUNDATION
 JZ2215_STAMPING: Z 270 1947
 JZ2215_MARK LOGO: CGS
 JZ2215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2215
 JZ2215  HISTORY     - Date     Condition        Report By
 JZ2215  HISTORY     - 1947     MONUMENTED       CGS
 JZ2215  HISTORY     - 20070109 MARK NOT FOUND   BEACON
 JZ2215
 JZ2215                          STATION DESCRIPTION
 JZ2215
 JZ2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2215'AT COLUMBUS.
 JZ2215'AT COLUMBUS, ABOUT 1.9 MILES NORTHEAST ALONG THE PENNSYLVANIA
 JZ2215'RAILROAD FROM THE STATION, AT THE CROSSNG OF STATE HIGHWAY 46,
 JZ2215'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE
 JZ2215'CONCRETE FOUNDATION OF THE BRICK BUILDING OF THE STATE HIGHWAY
 JZ2215'GARAGE, 1.4 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING
 JZ2215'AND 2.1 FEET ABOVE THE GROUND.
 JZ2215
 JZ2215                          STATION RECOVERY (2007)
 JZ2215
 JZ2215'RECOVERY NOTE BY BEACON SURVEYING AND ENGINEERING 2007 (BSE)
 JZ2215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2213 ***********************************************************************
 JZ2213  DESIGNATION -  Z 271
 JZ2213  PID         -  JZ2213
 JZ2213  STATE/COUNTY-  IN/DECATUR
 JZ2213  COUNTRY     -  US
 JZ2213  USGS QUAD   -  WESTPORT (2019)
 JZ2213
 JZ2213                         *CURRENT SURVEY CONTROL
 JZ2213  ______________________________________________________________________
 JZ2213* NAD 83(1986) POSITION- 39 08 40.     (N) 085 36 29.     (W)   SCALED
 JZ2213* NAVD 88 ORTHO HEIGHT -   225.773 (meters)      740.72  (feet) ADJUSTED
 JZ2213  ______________________________________________________________________
 JZ2213  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JZ2213  DYNAMIC HEIGHT  -        225.629 (meters)      740.25  (feet) COMP
 JZ2213  MODELED GRAVITY -    979,986.6   (mgal)                       NAVD 88
 JZ2213
 JZ2213  VERT ORDER      -  SECOND    CLASS 0
 JZ2213
 JZ2213.The horizontal coordinates were scaled from a map and have
 JZ2213.an estimated accuracy of +/- 6 seconds.
 JZ2213
 JZ2213.The orthometric height was determined by differential leveling and
 JZ2213.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2213.in June 1991.
 JZ2213
 JZ2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2213.GEOID18 height accuracy estimate available here.
 JZ2213
 JZ2213.Click photographs - Photos may exist for this station.
 JZ2213
 JZ2213.The dynamic height is computed by dividing the NAVD 88
 JZ2213.geopotential number by the normal gravity value computed on the
 JZ2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2213.degrees latitude (g = 980.6199 gals.).
 JZ2213
 JZ2213.The modeled gravity was interpolated from observed gravity values.
 JZ2213
 JZ2213;                    North         East    Units  Estimated Accuracy
 JZ2213;SPC IN E     -   432,530.      105,070.      MT  (+/- 180 meters Scaled)
 JZ2213
 JZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ202337(NAD 83)
 JZ2213
 JZ2213                          SUPERSEDED SURVEY CONTROL
 JZ2213
 JZ2213  NGVD 29 (??/??/92)  225.894  (m)          741.12   (f) ADJ UNCH    2 0
 JZ2213
 JZ2213.Superseded values are not recommended for survey control.
 JZ2213
 JZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2213.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2213
 JZ2213_MARKER: DB = BENCH MARK DISK
 JZ2213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2213_SP_SET: BRIDGE WING WALL
 JZ2213_STAMPING: Z 271 1947
 JZ2213_MARK LOGO: CGS
 JZ2213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2213
 JZ2213  HISTORY     - Date     Condition        Report By
 JZ2213  HISTORY     - 1947     MONUMENTED       CGS
 JZ2213  HISTORY     - 1957     MARK NOT FOUND   CGS
 JZ2213
 JZ2213                          STATION DESCRIPTION
 JZ2213
 JZ2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2213'3.5 MI SW FROM WESTPORT.
 JZ2213'ABOUT 2.5 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI,
 JZ2213'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT WESTPORT,
 JZ2213'THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD, SET IN THE TOP
 JZ2213'OF THE SOUTH STONE WING WALL OF A 65-FOOT WOODEN DECK STEEL
 JZ2213'BRIDGE OVER TURNOVER CREEK, 21 FEET SOUTHEAST OF THE CENTER LINE
 JZ2213'OF THE GRAVEL ROAD, 9 FEET NORTH OF THE SOUTH END OF THE WING
 JZ2213'WALL AND 1.5 FEET ABOVE THE ROAD.  MARK MAY BE REACHED FROM THE
 JZ2213'BAPTIST CHURCH AT SARDINIA BY GOING ABOUT 0.4 MILE SOUTH ALONG
 JZ2213'STATE HIGHWAY 3, THENCE ABOUT 1.3 MILES EAST ALONG A GRAVEL
 JZ2213'COUNTY ROAD.
 JZ2213
 JZ2213                          STATION RECOVERY (1957)
 JZ2213
 JZ2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 JZ2213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1809 ***********************************************************************
 JZ1809  DESIGNATION -  Z 272
 JZ1809  PID         -  JZ1809
 JZ1809  STATE/COUNTY-  IN/DEARBORN
 JZ1809  COUNTRY     -  US
 JZ1809  USGS QUAD   -  SUNMAN (2019)
 JZ1809
 JZ1809                         *CURRENT SURVEY CONTROL
 JZ1809  ______________________________________________________________________
 JZ1809* NAD 83(1986) POSITION- 39 12 03.     (N) 085 01 04.     (W)   SCALED
 JZ1809* NAVD 88 ORTHO HEIGHT -   249.127 (meters)      817.34  (feet) ADJUSTED
 JZ1809  ______________________________________________________________________
 JZ1809  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 JZ1809  DYNAMIC HEIGHT  -        248.970 (meters)      816.83  (feet) COMP
 JZ1809  MODELED GRAVITY -    979,991.3   (mgal)                       NAVD 88
 JZ1809
 JZ1809  VERT ORDER      -  FIRST     CLASS II
 JZ1809
 JZ1809.The horizontal coordinates were scaled from a map and have
 JZ1809.an estimated accuracy of +/- 6 seconds.
 JZ1809
 JZ1809.The orthometric height was determined by differential leveling and
 JZ1809.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1809.in June 1991.
 JZ1809
 JZ1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1809.GEOID18 height accuracy estimate available here.
 JZ1809
 JZ1809.Click photographs - Photos may exist for this station.
 JZ1809
 JZ1809.The dynamic height is computed by dividing the NAVD 88
 JZ1809.geopotential number by the normal gravity value computed on the
 JZ1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1809.degrees latitude (g = 980.6199 gals.).
 JZ1809
 JZ1809.The modeled gravity was interpolated from observed gravity values.
 JZ1809
 JZ1809;                    North         East    Units  Estimated Accuracy
 JZ1809;SPC IN E     -   438,990.      156,050.      MT  (+/- 180 meters Scaled)
 JZ1809
 JZ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ711409(NAD 83)
 JZ1809
 JZ1809                          SUPERSEDED SURVEY CONTROL
 JZ1809
 JZ1809  NGVD 29 (??/??/92)  249.309  (m)          817.94   (f) ADJ UNCH    1 2
 JZ1809
 JZ1809.Superseded values are not recommended for survey control.
 JZ1809
 JZ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1809.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1809
 JZ1809_MARKER: DB = BENCH MARK DISK
 JZ1809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1809_SP_SET: BRIDGE
 JZ1809_STAMPING: Z 272 1947
 JZ1809_MARK LOGO: CGS
 JZ1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1809
 JZ1809  HISTORY     - Date     Condition        Report By
 JZ1809  HISTORY     - 1947     MONUMENTED       CGS
 JZ1809  HISTORY     - 1957     MARK NOT FOUND   USGS
 JZ1809  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1809
 JZ1809                          STATION DESCRIPTION
 JZ1809
 JZ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1809'2 MI SE FROM WEISBURG.
 JZ1809'ABOUT 2.05 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JZ1809'FROM THE STATION AT WEISBURG, ABOUT 0.25 MILE SOUTHEAST OF MILE
 JZ1809'POST NO. 35, AT BRIDGE NO. 244, SET IN THE TOP OF THE NORTHWEST
 JZ1809'END OF THE NORTHEAST CONCRETE HEAD WALL OF THE BRIDGE, 8.3
 JZ1809'FEET NORTHEAST OF THE NORTHEST RAIL OF THE WEST BOUND TRACK, 4
 JZ1809'FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT
 JZ1809'3 FEET BELOW THE TRACK.  NOTE-- MARK MAY BE COVERED WITH CINDERS
 JZ1809'AND GRAVEL IN THE FUTURE, THE OLD HEADWALL IS APPARENT, HOWEVER
 JZ1809'ABOUT 3 FEET OF NEW CONCRETE WAS POURED ON TOP OF IT AS A
 JZ1809'RETAINING WALL IN 1953.
 JZ1809
 JZ1809                          STATION RECOVERY (1957)
 JZ1809
 JZ1809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JZ1809'MARK NOT FOUND.
 JZ1809
 JZ1809                          STATION RECOVERY (1986)
 JZ1809
 JZ1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ1809'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0924 ***********************************************************************
 JZ0924  DESIGNATION -  Z 273
 JZ0924  PID         -  JZ0924
 JZ0924  STATE/COUNTY-  IN/FRANKLIN
 JZ0924  COUNTRY     -  US
 JZ0924  USGS QUAD   -  CEDAR GROVE (2019)
 JZ0924
 JZ0924                         *CURRENT SURVEY CONTROL
 JZ0924  ______________________________________________________________________
 JZ0924* NAD 83(1986) POSITION- 39 19 16.02   (N) 084 57 19.02   (W)   HD_HELD1
 JZ0924* NAVD 88 ORTHO HEIGHT -   312.587 (meters)     1025.55  (feet) ADJUSTED
 JZ0924  ______________________________________________________________________
 JZ0924  GEOID HEIGHT    -        -33.899 (meters)                     GEOID18
 JZ0924  DYNAMIC HEIGHT  -        312.395 (meters)     1024.92  (feet) COMP
 JZ0924  MODELED GRAVITY -    980,004.7   (mgal)                       NAVD 88
 JZ0924
 JZ0924  VERT ORDER      -  SECOND    CLASS 0
 JZ0924
 JZ0924.The horizontal coordinates were determined by differentially corrected
 JZ0924.hand held GPS observations or other comparable positioning techniques
 JZ0924.and have an estimated accuracy of +/- 3 meters.
 JZ0924
 JZ0924.The orthometric height was determined by differential leveling and
 JZ0924.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0924.in June 1991.
 JZ0924
 JZ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0924.GEOID18 height accuracy estimate available here.
 JZ0924
 JZ0924.Click photographs - Photos may exist for this station.
 JZ0924
 JZ0924.The dynamic height is computed by dividing the NAVD 88
 JZ0924.geopotential number by the normal gravity value computed on the
 JZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0924.degrees latitude (g = 980.6199 gals.).
 JZ0924
 JZ0924.The modeled gravity was interpolated from observed gravity values.
 JZ0924
 JZ0924;                    North         East    Units  Estimated Accuracy
 JZ0924;SPC IN E     -   452,386.3     161,343.3     MT  (+/- 3 meters HH1 GPS) 
 JZ0924
 JZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7625954405(NAD 83)
 JZ0924
 JZ0924                          SUPERSEDED SURVEY CONTROL
 JZ0924
 JZ0924  NGVD 29 (??/??/92)  312.770  (m)         1026.15   (f) ADJ UNCH    2 0
 JZ0924
 JZ0924.Superseded values are not recommended for survey control.
 JZ0924
 JZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0924.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0924
 JZ0924_MARKER: DB = BENCH MARK DISK
 JZ0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0924_SP_SET: BUILDING
 JZ0924_STAMPING: Z 273 1947
 JZ0924_MARK LOGO: CGS
 JZ0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0924+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 JZ0924
 JZ0924  HISTORY     - Date     Condition        Report By
 JZ0924  HISTORY     - 1947     MONUMENTED       CGS
 JZ0924  HISTORY     - 20050301 GOOD             HANPRO
 JZ0924
 JZ0924                          STATION DESCRIPTION
 JZ0924
 JZ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0924'AT SOUTH GATE.
 JZ0924'AT SOUTH GATE, ABOUT 100 YARDS EAST OF THE CROSSROADS, SET
 JZ0924'VERTICALLY IN THE NORTH FACE OF THE BRICK WALL AT THE NORTHWEST
 JZ0924'CORNER OF THE SOUTH GATE SCHOOL, 1.1 FEET EAST OF THE NORTHWEST
 JZ0924'CORNER AND 2.3 FEET ABOVE THE GROUND.
 JZ0924
 JZ0924                          STATION RECOVERY (2005)
 JZ0924
 JZ0924'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 JZ0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0881 ***********************************************************************
 JZ0881  DESIGNATION -  Z 274
 JZ0881  PID         -  JZ0881
 JZ0881  STATE/COUNTY-  IN/FRANKLIN
 JZ0881  COUNTRY     -  US
 JZ0881  USGS QUAD   -  REILY (2016)
 JZ0881
 JZ0881                         *CURRENT SURVEY CONTROL
 JZ0881  ______________________________________________________________________
 JZ0881* NAD 83(1986) POSITION- 39 24 11.     (N) 084 49 03.     (W)   SCALED
 JZ0881* NAVD 88 ORTHO HEIGHT -   284.394 (meters)      933.05  (feet) ADJUSTED
 JZ0881  ______________________________________________________________________
 JZ0881  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 JZ0881  DYNAMIC HEIGHT  -        284.229 (meters)      932.51  (feet) COMP
 JZ0881  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 JZ0881
 JZ0881  VERT ORDER      -  SECOND    CLASS 0
 JZ0881
 JZ0881.The horizontal coordinates were scaled from a map and have
 JZ0881.an estimated accuracy of +/- 6 seconds.
 JZ0881
 JZ0881.The orthometric height was determined by differential leveling and
 JZ0881.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0881.in June 1991.
 JZ0881
 JZ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0881.GEOID18 height accuracy estimate available here.
 JZ0881
 JZ0881.Click photographs - Photos may exist for this station.
 JZ0881
 JZ0881.The dynamic height is computed by dividing the NAVD 88
 JZ0881.geopotential number by the normal gravity value computed on the
 JZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0881.degrees latitude (g = 980.6199 gals.).
 JZ0881
 JZ0881.The modeled gravity was interpolated from observed gravity values.
 JZ0881
 JZ0881;                    North         East    Units  Estimated Accuracy
 JZ0881;SPC IN E     -   461,590.      173,140.      MT  (+/- 180 meters Scaled)
 JZ0881
 JZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ879637(NAD 83)
 JZ0881
 JZ0881                          SUPERSEDED SURVEY CONTROL
 JZ0881
 JZ0881  NGVD 29 (??/??/92)  284.573  (m)          933.64   (f) ADJ UNCH    2 0
 JZ0881
 JZ0881.Superseded values are not recommended for survey control.
 JZ0881
 JZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0881.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0881
 JZ0881_MARKER: DB = BENCH MARK DISK
 JZ0881_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ0881_SP_SET: BOX CULVERT HEADWALL
 JZ0881_STAMPING: Z 274 1947
 JZ0881_MARK LOGO: CGS
 JZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0881+STABILITY: SURFACE MOTION
 JZ0881
 JZ0881  HISTORY     - Date     Condition        Report By
 JZ0881  HISTORY     - 1947     MONUMENTED       CGS
 JZ0881  HISTORY     - 20020626 GOOD             BUTCOE
 JZ0881
 JZ0881                          STATION DESCRIPTION
 JZ0881
 JZ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0881'0.8 MI N FROM SCIPIO.
 JZ0881'0.8 MILE NORTH ALONG THE OHIO-INDIANA STATE LINE ROAD FROM THE
 JZ0881'JUNCTION OF STATE HIGHWAY 252 AT SCIPIO, ABOUT 0.2 MILE SOUTH
 JZ0881'OF A CROSS ROAD (DUNWOODY ROAD EAST AND A GRAVEL ROAD WEST), SET
 JZ0881'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF AN 8-FOOT
 JZ0881'CONCRETE BOX CULVERT, 10 FEET WEST OF AND ABOUT 1.5 FEET ABOVE
 JZ0881'THE CENTER LINE OF THE ROAD.
 JZ0881
 JZ0881                          STATION RECOVERY (2002)
 JZ0881
 JZ0881'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JB0197 ***********************************************************************
 JB0197  DESIGNATION -  Z 275
 JB0197  PID         -  JB0197
 JB0197  STATE/COUNTY-  IN/POSEY
 JB0197  COUNTRY     -  US
 JB0197  USGS QUAD   -  MAUNIE (2018)
 JB0197
 JB0197                         *CURRENT SURVEY CONTROL
 JB0197  ______________________________________________________________________
 JB0197* NAD 83(1986) POSITION- 38 00 38.     (N) 088 00 54.     (W)   SCALED
 JB0197* NAVD 88 ORTHO HEIGHT -   110.256 (meters)      361.73  (feet) ADJUSTED
 JB0197  ______________________________________________________________________
 JB0197  GEOID HEIGHT    -        -30.569 (meters)                     GEOID18
 JB0197  DYNAMIC HEIGHT  -        110.181 (meters)      361.49  (feet) COMP
 JB0197  MODELED GRAVITY -    979,951.0   (mgal)                       NAVD 88
 JB0197
 JB0197  VERT ORDER      -  FIRST     CLASS II
 JB0197
 JB0197.The horizontal coordinates were scaled from a map and have
 JB0197.an estimated accuracy of +/- 6 seconds.
 JB0197
 JB0197.The orthometric height was determined by differential leveling and
 JB0197.adjusted by the NATIONAL GEODETIC SURVEY
 JB0197.in June 1991.
 JB0197
 JB0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JB0197.GEOID18 height accuracy estimate available here.
 JB0197
 JB0197.Click photographs - Photos may exist for this station.
 JB0197
 JB0197.The dynamic height is computed by dividing the NAVD 88
 JB0197.geopotential number by the normal gravity value computed on the
 JB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0197.degrees latitude (g = 980.6199 gals.).
 JB0197
 JB0197.The modeled gravity was interpolated from observed gravity values.
 JB0197
 JB0197;                    North         East    Units  Estimated Accuracy
 JB0197;SPC IN W     -   307,080.      818,180.      MT  (+/- 180 meters Scaled)
 JB0197
 JB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH108074(NAD 83)
 JB0197
 JB0197                          SUPERSEDED SURVEY CONTROL
 JB0197
 JB0197  NGVD 29 (??/??/92)  110.370  (m)          362.11   (f) ADJ UNCH    1 2
 JB0197
 JB0197.Superseded values are not recommended for survey control.
 JB0197
 JB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0197.See file dsdata.pdf to determine how the superseded data were derived.
 JB0197
 JB0197_MARKER: DB = BENCH MARK DISK
 JB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0197_STAMPING: Z 275 1954
 JB0197_MARK LOGO: CGS
 JB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0197+STABILITY: SURFACE MOTION
 JB0197
 JB0197  HISTORY     - Date     Condition        Report By
 JB0197  HISTORY     - 1954     MONUMENTED       CGS
 JB0197
 JB0197                          STATION DESCRIPTION
 JB0197
 JB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JB0197'6.8 MI NW FROM UPTON.
 JB0197'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE
 JB0197'SCHOOL AT UPTON, THENCE ABOUT 0.5 MILE NORTH, ABOUT 0.4 MILE
 JB0197'WEST AND ABOUT 1.05 MILES NORTH ALONG GRAVEL ROADS, THENCE ABOUT
 JB0197'1.45 MILES WEST ALONG A DIRT ROAD, THENCE ABOUT 1.0 MILE NORTH
 JB0197'ALONG A DIRT ROAD, ABOUT 0.55 MILE SOUTHWEST OF OVERPASS OF THE
 JB0197'LOUISVILLE AND NASHVILLE RAILROAD OVER THE ROAD, AT THE JUNCTION
 JB0197'OF AN EAST-WEST ROAD, 200 FEET SOUTHWEST OF CENTER OF JUNCTION,
 JB0197'25 FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST, 174 FEET
 JB0197'EAST OF THE NORTH END OF A SMALL ROCK WALL LOCATED ON EAST
 JB0197'SLOPE OF AN ABANDONED CRIB MOUND, 115 FEET SOUTH OF CENTER LINE
 JB0197'OF ROAD WEST, 26 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED
 JB0197'TWIN LOCUST TREE, 11 FEET SOUTHEAST OF A 6-INCH ELM TREE, 2
 JB0197'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 JB0197'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0197'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1619 ***********************************************************************
 JZ1619  DESIGNATION -  Z 276
 JZ1619  PID         -  JZ1619
 JZ1619  STATE/COUNTY-  IN/FAYETTE
 JZ1619  COUNTRY     -  US
 JZ1619  USGS QUAD   -  CONNERSVILLE (2019)
 JZ1619
 JZ1619                         *CURRENT SURVEY CONTROL
 JZ1619  ______________________________________________________________________
 JZ1619* NAD 83(1986) POSITION- 39 41 11.     (N) 085 09 56.     (W)   SCALED
 JZ1619* NAVD 88 ORTHO HEIGHT -   277.447 (meters)      910.26  (feet) ADJUSTED
 JZ1619  ______________________________________________________________________
 JZ1619  GEOID HEIGHT    -        -34.016 (meters)                     GEOID18
 JZ1619  DYNAMIC HEIGHT  -        277.284 (meters)      909.72  (feet) COMP
 JZ1619  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 JZ1619
 JZ1619  VERT ORDER      -  SECOND    CLASS 0
 JZ1619
 JZ1619.The horizontal coordinates were scaled from a map and have
 JZ1619.an estimated accuracy of +/- 6 seconds.
 JZ1619
 JZ1619.The orthometric height was determined by differential leveling and
 JZ1619.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1619.in June 1991.
 JZ1619
 JZ1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1619.GEOID18 height accuracy estimate available here.
 JZ1619
 JZ1619.Click photographs - Photos may exist for this station.
 JZ1619
 JZ1619.The dynamic height is computed by dividing the NAVD 88
 JZ1619.geopotential number by the normal gravity value computed on the
 JZ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1619.degrees latitude (g = 980.6199 gals.).
 JZ1619
 JZ1619.The modeled gravity was interpolated from observed gravity values.
 JZ1619
 JZ1619;                    North         East    Units  Estimated Accuracy
 JZ1619;SPC IN E     -   492,820.      142,990.      MT  (+/- 180 meters Scaled)
 JZ1619
 JZ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ573945(NAD 83)
 JZ1619
 JZ1619                          SUPERSEDED SURVEY CONTROL
 JZ1619
 JZ1619  NGVD 29 (??/??/92)  277.586  (m)          910.71   (f) ADJ UNCH    2 0
 JZ1619
 JZ1619.Superseded values are not recommended for survey control.
 JZ1619
 JZ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1619.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1619
 JZ1619_MARKER: DB = BENCH MARK DISK
 JZ1619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1619_SP_SET: BRIDGE
 JZ1619_STAMPING: Z 276 1947
 JZ1619_MARK LOGO: CGS
 JZ1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1619
 JZ1619  HISTORY     - Date     Condition        Report By
 JZ1619  HISTORY     - 1947     MONUMENTED       CGS
 JZ1619
 JZ1619                          STATION DESCRIPTION
 JZ1619
 JZ1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1619'0.8 MI E FROM HARRISBURGH.
 JZ1619'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE CROSSROADS AT
 JZ1619'HARRISBURGH, ABOUT 1.45 MILE WEST OF THE INTERSECTION OF STATE
 JZ1619'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST
 JZ1619'WING WALL OF A 60-FOOT CONCRETE BRIDGE, 12 FEET NORTH OF THE
 JZ1619'CENTER LINE OF THE ROAD, 0.4 FOOT NORTH OF THE CONCRETE
 JZ1619'BANISTER AND 0.5 FOOT BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1343 ***********************************************************************
 JZ1343  DESIGNATION -  Z 277
 JZ1343  PID         -  JZ1343
 JZ1343  STATE/COUNTY-  IN/UNION
 JZ1343  COUNTRY     -  US
 JZ1343  USGS QUAD   -  FAIRHAVEN (2016)
 JZ1343
 JZ1343                         *CURRENT SURVEY CONTROL
 JZ1343  ______________________________________________________________________
 JZ1343* NAD 83(1986) POSITION- 39 37 32.     (N) 084 50 01.     (W)   SCALED
 JZ1343* NAVD 88 ORTHO HEIGHT -   318.152 (meters)     1043.80  (feet) ADJUSTED
 JZ1343  ______________________________________________________________________
 JZ1343  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 JZ1343  DYNAMIC HEIGHT  -        317.968 (meters)     1043.20  (feet) COMP
 JZ1343  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 JZ1343
 JZ1343  VERT ORDER      -  SECOND    CLASS 0
 JZ1343
 JZ1343.The horizontal coordinates were scaled from a map and have
 JZ1343.an estimated accuracy of +/- 6 seconds.
 JZ1343
 JZ1343.The orthometric height was determined by differential leveling and
 JZ1343.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1343.in June 1991.
 JZ1343
 JZ1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1343.GEOID18 height accuracy estimate available here.
 JZ1343
 JZ1343.Click photographs - Photos may exist for this station.
 JZ1343
 JZ1343.The dynamic height is computed by dividing the NAVD 88
 JZ1343.geopotential number by the normal gravity value computed on the
 JZ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1343.degrees latitude (g = 980.6199 gals.).
 JZ1343
 JZ1343.The modeled gravity was interpolated from observed gravity values.
 JZ1343
 JZ1343;                    North         East    Units  Estimated Accuracy
 JZ1343;SPC IN E     -   486,280.      171,520.      MT  (+/- 180 meters Scaled)
 JZ1343
 JZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ859884(NAD 83)
 JZ1343
 JZ1343                          SUPERSEDED SURVEY CONTROL
 JZ1343
 JZ1343  NGVD 29 (??/??/92)  318.309  (m)         1044.32   (f) ADJ UNCH    2 0
 JZ1343
 JZ1343.Superseded values are not recommended for survey control.
 JZ1343
 JZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1343.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1343
 JZ1343_MARKER: DB = BENCH MARK DISK
 JZ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1343_STAMPING: Z 277 1947
 JZ1343_MARK LOGO: CGS
 JZ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1343+STABILITY: SURFACE MOTION
 JZ1343
 JZ1343  HISTORY     - Date     Condition        Report By
 JZ1343  HISTORY     - 1947     MONUMENTED       CGS
 JZ1343
 JZ1343                          STATION DESCRIPTION
 JZ1343
 JZ1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1343'5.4 MI E FROM LIBERTY.
 JZ1343'5.4 MILES EAST ALONG STATE HIGHWAY 44 FROM THE COURT HOUSE AT
 JZ1343'LIBERTY, ABOUT 1.0 MILE WEST OF THE OHIO-INDIANA STATE LINE, AT
 JZ1343'A BLACK TOP CROSS ROAD, 74 FEET NORTH OF THE CENTER LINE OF THE
 JZ1343'HIGHWAY, 53 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 JZ1343'22 FEET SOUTHWEST OF A FENCE CORNER POST, 23 FEET SOUTHWEST OF
 JZ1343'POWER POLE NO. 558/141, 1 FOOT SOUTHEAST OF A FENCE LINE, 1 FOOT
 JZ1343'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1343'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0224 ***********************************************************************
 JA0224  DESIGNATION -  Z 278
 JA0224  PID         -  JA0224
 JA0224  STATE/COUNTY-  IN/WASHINGTON
 JA0224  COUNTRY     -  US
 JA0224  USGS QUAD   -  SALEM (2019)
 JA0224
 JA0224                         *CURRENT SURVEY CONTROL
 JA0224  ______________________________________________________________________
 JA0224* NAD 83(1986) POSITION- 38 33 34.     (N) 086 01 07.     (W)   SCALED
 JA0224* NAVD 88 ORTHO HEIGHT -   229.373 (meters)      752.53  (feet) ADJUSTED
 JA0224  ______________________________________________________________________
 JA0224  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 JA0224  DYNAMIC HEIGHT  -        229.218 (meters)      752.03  (feet) COMP
 JA0224  MODELED GRAVITY -    979,946.8   (mgal)                       NAVD 88
 JA0224
 JA0224  VERT ORDER      -  FIRST     CLASS II
 JA0224
 JA0224.The horizontal coordinates were scaled from a map and have
 JA0224.an estimated accuracy of +/- 6 seconds.
 JA0224
 JA0224.The orthometric height was determined by differential leveling and
 JA0224.adjusted by the NATIONAL GEODETIC SURVEY
 JA0224.in June 1991.
 JA0224
 JA0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0224.GEOID18 height accuracy estimate available here.
 JA0224
 JA0224.Click photographs - Photos may exist for this station.
 JA0224
 JA0224.The dynamic height is computed by dividing the NAVD 88
 JA0224.geopotential number by the normal gravity value computed on the
 JA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0224.degrees latitude (g = 980.6199 gals.).
 JA0224
 JA0224.The modeled gravity was interpolated from observed gravity values.
 JA0224
 JA0224;                    North         East    Units  Estimated Accuracy
 JA0224;SPC IN E     -   367,650.       69,330.      MT  (+/- 180 meters Scaled)
 JA0224
 JA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH855683(NAD 83)
 JA0224
 JA0224                          SUPERSEDED SURVEY CONTROL
 JA0224
 JA0224  NGVD 29 (??/??/92)  229.493  (m)          752.93   (f) ADJ UNCH    1 2
 JA0224
 JA0224.Superseded values are not recommended for survey control.
 JA0224
 JA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0224.See file dsdata.pdf to determine how the superseded data were derived.
 JA0224
 JA0224_MARKER: DB = BENCH MARK DISK
 JA0224_SETTING: 66 = SET IN ROCK OUTCROP
 JA0224_STAMPING: Z 278 1949
 JA0224_MARK LOGO: CGS
 JA0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0224+STABILITY: POSITION/ELEVATION WELL
 JA0224
 JA0224  HISTORY     - Date     Condition        Report By
 JA0224  HISTORY     - 1949     MONUMENTED       CGS
 JA0224  HISTORY     - 20231002 MARK NOT FOUND   INDOT
 JA0224
 JA0224                          STATION DESCRIPTION
 JA0224
 JA0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0224'4.3 MI NW FROM NEW PEKIN.
 JA0224'ABOUT 4.3 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0224'LOUISVILLE RAILWAY FROM THE STATION AT NEW PEKIN, ABOUT 0.2 MILE
 JA0224'NORTHWEST OF A ROAD CROSSING AT FARABEE, ABOUT 0.15 MILE
 JA0224'SOUTHEAST OF RAILWAY BRIDGE OVER BLUE RIVER, SET IN THE TOP OF A
 JA0224'LARGE SANDSTONE ROCK, 182 FEET NORTH-NORTHWEST OF SEMAPHORE
 JA0224'290.1, 60.5 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM MILE
 JA0224'POST 290, 28.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A
 JA0224'SMALL STONE CULVERT UNDER THE RAILWAY, 13.7 FEET SOUTHWEST OF THE
 JA0224'SOUTHWEST RAIL, AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 JA0224
 JA0224                          STATION RECOVERY (2023)
 JA0224
 JA0224'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0799 ***********************************************************************
 JA0799  DESIGNATION -  Z 279
 JA0799  PID         -  JA0799
 JA0799  STATE/COUNTY-  IN/GREENE
 JA0799  COUNTRY     -  US
 JA0799  USGS QUAD   -  OWENSBURG (2019)
 JA0799
 JA0799                         *CURRENT SURVEY CONTROL
 JA0799  ______________________________________________________________________
 JA0799* NAD 83(1986) POSITION- 38 54 58.     (N) 086 41 26.     (W)   SCALED
 JA0799* NAVD 88 ORTHO HEIGHT -   175.087 (meters)      574.43  (feet) ADJUSTED
 JA0799  ______________________________________________________________________
 JA0799  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 JA0799  DYNAMIC HEIGHT  -        174.977 (meters)      574.07  (feet) COMP
 JA0799  MODELED GRAVITY -    979,995.9   (mgal)                       NAVD 88
 JA0799
 JA0799  VERT ORDER      -  FIRST     CLASS II
 JA0799
 JA0799.The horizontal coordinates were scaled from a map and have
 JA0799.an estimated accuracy of +/- 6 seconds.
 JA0799
 JA0799.The orthometric height was determined by differential leveling and
 JA0799.adjusted by the NATIONAL GEODETIC SURVEY
 JA0799.in June 1991.
 JA0799
 JA0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0799.GEOID18 height accuracy estimate available here.
 JA0799
 JA0799.Click photographs - Photos may exist for this station.
 JA0799
 JA0799.The dynamic height is computed by dividing the NAVD 88
 JA0799.geopotential number by the normal gravity value computed on the
 JA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0799.degrees latitude (g = 980.6199 gals.).
 JA0799
 JA0799.The modeled gravity was interpolated from observed gravity values.
 JA0799
 JA0799;                    North         East    Units  Estimated Accuracy
 JA0799;SPC IN W     -   407,260.      934,060.      MT  (+/- 180 meters Scaled)
 JA0799
 JA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ268075(NAD 83)
 JA0799
 JA0799                          SUPERSEDED SURVEY CONTROL
 JA0799
 JA0799  NGVD 29 (??/??/92)  175.203  (m)          574.81   (f) ADJ UNCH    1 2
 JA0799
 JA0799.Superseded values are not recommended for survey control.
 JA0799
 JA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0799.See file dsdata.pdf to determine how the superseded data were derived.
 JA0799
 JA0799_MARKER: DB = BENCH MARK DISK
 JA0799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA0799_SP_SET: BRIDGE WINGWALL
 JA0799_STAMPING: Z 279 1949
 JA0799_MARK LOGO: CGS
 JA0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0799
 JA0799  HISTORY     - Date     Condition        Report By
 JA0799  HISTORY     - 1949     MONUMENTED       CGS
 JA0799
 JA0799                          STATION DESCRIPTION
 JA0799
 JA0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0799'2.3 MI E FROM OWENSBURG.
 JA0799'ABOUT 0.25 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST
 JA0799'OFFICE AT OWENSBURG THENCE ABOUT 2.05 MILES EAST ALONG STATE
 JA0799'HIGHWAY 58, ABOUT 0.5 MILE NORTHWEST OF THE LAWRENCE-GREENE
 JA0799'COUNTY LINE, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST
 JA0799'CONCRETE WINGWALL AT THE EAST END OF A 100 FOOT BRIDGE OVER
 JA0799'INDIAN CREEK, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5
 JA0799'FEET NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL AND 1 FOOT
 JA0799'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1324 ***********************************************************************
 HZ1324  DESIGNATION -  Z 280
 HZ1324  PID         -  HZ1324
 HZ1324  STATE/COUNTY-  IN/FLOYD
 HZ1324  COUNTRY     -  US
 HZ1324  USGS QUAD   -  NEW ALBANY (2019)
 HZ1324
 HZ1324                         *CURRENT SURVEY CONTROL
 HZ1324  ______________________________________________________________________
 HZ1324* NAD 83(1986) POSITION- 38 20 20.     (N) 085 49 22.     (W)   SCALED
 HZ1324* NAVD 88 ORTHO HEIGHT -   153.875 (meters)      504.84  (feet) ADJUSTED
 HZ1324  ______________________________________________________________________
 HZ1324  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 HZ1324  DYNAMIC HEIGHT  -        153.770 (meters)      504.49  (feet) COMP
 HZ1324  MODELED GRAVITY -    979,946.5   (mgal)                       NAVD 88
 HZ1324
 HZ1324  VERT ORDER      -  FIRST     CLASS II
 HZ1324
 HZ1324.The horizontal coordinates were scaled from a map and have
 HZ1324.an estimated accuracy of +/- 6 seconds.
 HZ1324
 HZ1324.The orthometric height was determined by differential leveling and
 HZ1324.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1324.in June 1991.
 HZ1324
 HZ1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1324.GEOID18 height accuracy estimate available here.
 HZ1324
 HZ1324.Click photographs - Photos may exist for this station.
 HZ1324
 HZ1324.The dynamic height is computed by dividing the NAVD 88
 HZ1324.geopotential number by the normal gravity value computed on the
 HZ1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1324.degrees latitude (g = 980.6199 gals.).
 HZ1324
 HZ1324.The modeled gravity was interpolated from observed gravity values.
 HZ1324
 HZ1324;                    North         East    Units  Estimated Accuracy
 HZ1324;SPC IN E     -   343,120.       86,350.      MT  (+/- 180 meters Scaled)
 HZ1324
 HZ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH028440(NAD 83)
 HZ1324
 HZ1324                          SUPERSEDED SURVEY CONTROL
 HZ1324
 HZ1324  NGVD 29 (??/??/92)  154.014  (m)          505.29   (f) ADJ UNCH    1 2
 HZ1324
 HZ1324.Superseded values are not recommended for survey control.
 HZ1324
 HZ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1324.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1324
 HZ1324_MARKER: DB = BENCH MARK DISK
 HZ1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1324_STAMPING: Z 280 1949
 HZ1324_MARK LOGO: CGS
 HZ1324_PROJECTION: FLUSH
 HZ1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1324+STABILITY: SURFACE MOTION
 HZ1324
 HZ1324  HISTORY     - Date     Condition        Report By
 HZ1324  HISTORY     - 1949     MONUMENTED       CGS
 HZ1324  HISTORY     - 1954     GOOD             CGS
 HZ1324  HISTORY     - 1963     GOOD             CGS
 HZ1324  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1324
 HZ1324                          STATION DESCRIPTION
 HZ1324
 HZ1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HZ1324'3.8 MI N FROM NEW ALBANY.
 HZ1324'ABOUT 3.8 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 HZ1324'RAILWAY FROM THE STATION AT NEW ALBANY, ABOUT 0.15 MILE NORTH OF A
 HZ1324'BLACK TOP ROAD CROSSING, ABOUT 0.3 MILE NORTH OF MILE POST 314,
 HZ1324'AT THE NORTHEAST CORNER OF A SMALL APPLE ORCHARD, 56 FEET WEST
 HZ1324'AND ACROSS A ROAD FROM THE WEST RAIL, 217 FEET NORTH OF CENTER
 HZ1324'LINE OF A DRIVE WAY TO A HOUSE ON WEST SIDE OF ROAD, 150 FEET
 HZ1324'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 407-513, 17 FEET WEST OF
 HZ1324'CENTER LINE OF ROAD, 4 FEET WEST OF A WHITE WOODEN WITNESS POST,
 HZ1324'ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 HZ1324'POST ABOUT FLUSH WITH GROUND.
 HZ1324
 HZ1324                          STATION RECOVERY (1963)
 HZ1324
 HZ1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HZ1324'RECOVERED IN GOOD CONDITION.
 HZ1324
 HZ1324                          STATION RECOVERY (1979)
 HZ1324
 HZ1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HZ1324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0144 ***********************************************************************
 JA0144  DESIGNATION -  Z 281
 JA0144  PID         -  JA0144
 JA0144  STATE/COUNTY-  IN/LAWRENCE
 JA0144  COUNTRY     -  US
 JA0144  USGS QUAD   -  BARTLETTSVILLE (2019)
 JA0144
 JA0144                         *CURRENT SURVEY CONTROL
 JA0144  ______________________________________________________________________
 JA0144* NAD 83(1986) POSITION- 38 52 56.     (N) 086 29 53.     (W)   SCALED
 JA0144* NAVD 88 ORTHO HEIGHT -   213.016 (meters)      698.87  (feet) ADJUSTED
 JA0144  ______________________________________________________________________
 JA0144  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 JA0144  DYNAMIC HEIGHT  -        212.883 (meters)      698.43  (feet) COMP
 JA0144  MODELED GRAVITY -    980,000.6   (mgal)                       NAVD 88
 JA0144
 JA0144  VERT ORDER      -  FIRST     CLASS II
 JA0144
 JA0144.The horizontal coordinates were scaled from a map and have
 JA0144.an estimated accuracy of +/- 6 seconds.
 JA0144
 JA0144.The orthometric height was determined by differential leveling and
 JA0144.adjusted by the NATIONAL GEODETIC SURVEY
 JA0144.in June 1991.
 JA0144
 JA0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0144.GEOID18 height accuracy estimate available here.
 JA0144
 JA0144.Click photographs - Photos may exist for this station.
 JA0144
 JA0144.The dynamic height is computed by dividing the NAVD 88
 JA0144.geopotential number by the normal gravity value computed on the
 JA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0144.degrees latitude (g = 980.6199 gals.).
 JA0144
 JA0144.The modeled gravity was interpolated from observed gravity values.
 JA0144
 JA0144;                    North         East    Units  Estimated Accuracy
 JA0144;SPC IN W     -   403,590.      950,780.      MT  (+/- 180 meters Scaled)
 JA0144
 JA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435038(NAD 83)
 JA0144
 JA0144                          SUPERSEDED SURVEY CONTROL
 JA0144
 JA0144  NGVD 29 (??/??/92)  213.131  (m)          699.25   (f) ADJ UNCH    1 2
 JA0144
 JA0144.Superseded values are not recommended for survey control.
 JA0144
 JA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0144.See file dsdata.pdf to determine how the superseded data were derived.
 JA0144
 JA0144_MARKER: DB = BENCH MARK DISK
 JA0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0144_SP_SET: PLATFORM
 JA0144_STAMPING: Z 281 1949
 JA0144_MARK LOGO: CGS
 JA0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0144
 JA0144  HISTORY     - Date     Condition        Report By
 JA0144  HISTORY     - 1949     MONUMENTED       CGS
 JA0144
 JA0144                          STATION DESCRIPTION
 JA0144
 JA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JA0144'AT BEDFORD.
 JA0144'AT BEDFORD, ABOUT 1.6 MILES NORTHWEST ALONG HIGHWAY 37 FROM THE
 JA0144'JUNCTION OF HIGHWAYS 37 AND 50, SET IN THE NORTHWEST END OF THE
 JA0144'CONCRETE BANNISTER PLATFORM ALONG THE NORTHEAST SIDE OF HIGHWAY
 JA0144'37 OVERPASS OVER THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC
 JA0144'RAILROAD, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JA0144'1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE PLATFORM AND 1 FOOT
 JA0144'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1220 ***********************************************************************
 JA1220  DESIGNATION -  Z 282
 JA1220  PID         -  JA1220
 JA1220  STATE/COUNTY-  IN/POSEY
 JA1220  COUNTRY     -  US
 JA1220  USGS QUAD   -  SOLITUDE (2019)
 JA1220
 JA1220                         *CURRENT SURVEY CONTROL
 JA1220  ______________________________________________________________________
 JA1220* NAD 83(1986) POSITION- 38 06 20.     (N) 087 56 08.     (W)   SCALED
 JA1220* NAVD 88 ORTHO HEIGHT -   145.188 (meters)      476.34  (feet) ADJUSTED
 JA1220  ______________________________________________________________________
 JA1220  GEOID HEIGHT    -        -30.789 (meters)                     GEOID18
 JA1220  DYNAMIC HEIGHT  -        145.091 (meters)      476.02  (feet) COMP
 JA1220  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 JA1220
 JA1220  VERT ORDER      -  FIRST     CLASS II
 JA1220
 JA1220.The horizontal coordinates were scaled from a map and have
 JA1220.an estimated accuracy of +/- 6 seconds.
 JA1220
 JA1220.The orthometric height was determined by differential leveling and
 JA1220.adjusted by the NATIONAL GEODETIC SURVEY
 JA1220.in June 1991.
 JA1220
 JA1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1220.GEOID18 height accuracy estimate available here.
 JA1220
 JA1220.Click photographs - Photos may exist for this station.
 JA1220
 JA1220.The dynamic height is computed by dividing the NAVD 88
 JA1220.geopotential number by the normal gravity value computed on the
 JA1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1220.degrees latitude (g = 980.6199 gals.).
 JA1220
 JA1220.The modeled gravity was interpolated from observed gravity values.
 JA1220
 JA1220;                    North         East    Units  Estimated Accuracy
 JA1220;SPC IN W     -   317,550.      825,260.      MT  (+/- 180 meters Scaled)
 JA1220
 JA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH179179(NAD 83)
 JA1220
 JA1220                          SUPERSEDED SURVEY CONTROL
 JA1220
 JA1220  NGVD 29 (??/??/92)  145.308  (m)          476.73   (f) ADJ UNCH    1 2
 JA1220
 JA1220.Superseded values are not recommended for survey control.
 JA1220
 JA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1220.See file dsdata.pdf to determine how the superseded data were derived.
 JA1220
 JA1220_MARKER: DB = BENCH MARK DISK
 JA1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1220_STAMPING: Z 282 1954
 JA1220_MARK LOGO: CGS
 JA1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1220+STABILITY: SURFACE MOTION
 JA1220
 JA1220  HISTORY     - Date     Condition        Report By
 JA1220  HISTORY     - 1954     MONUMENTED       CGS
 JA1220
 JA1220                          STATION DESCRIPTION
 JA1220
 JA1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1220'1.7 MI S FROM NEW HARMONY.
 JA1220'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 69 FROM JUNCTION OF U.S.
 JA1220'HIGHWAY 460 AND NEW HARMONY NATIONAL BANK AT NEW HARMONY, THENCE
 JA1220'ABOUT 1.1 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD, ABOUT
 JA1220'0.3 MILE NORTH OF THE T JUNCTION OF A ROAD WEST, ABOUT 0.1 MILE
 JA1220'NORTH OF A FARM HOUSE WHICH IS ON WEST SIDE OF ROAD, 29 FEET EAST
 JA1220'OF CENTER LINE OF ROAD, 9 FEET SOUTH OF CENTER LINE OF A DRIVE TO
 JA1220'A FIELD, 7 1/2 FEET EAST OF A FENCE CORNER, 4 1/2 FEET NORTHEAST
 JA1220'OF A POWER POLE AT A DIRECTIONAL CHANGE IN LINE WITH TANGENTS
 JA1220'EXTENDING EAST AND SOUTH, 1 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 JA1220'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 JA1220'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1220'3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1180 ***********************************************************************
 JA1180  DESIGNATION -  Z 283
 JA1180  PID         -  JA1180
 JA1180  STATE/COUNTY-  IN/GIBSON
 JA1180  COUNTRY     -  US
 JA1180  USGS QUAD   -  KEENSBURG (2018)
 JA1180
 JA1180                         *CURRENT SURVEY CONTROL
 JA1180  ______________________________________________________________________
 JA1180* NAD 83(1986) POSITION- 38 17 41.23   (N) 087 49 49.04   (W)   HD_HELD1
 JA1180* NAVD 88 ORTHO HEIGHT -   118.328 (meters)      388.21  (feet) ADJUSTED
 JA1180  ______________________________________________________________________
 JA1180  GEOID HEIGHT    -        -31.129 (meters)                     GEOID18
 JA1180  DYNAMIC HEIGHT  -        118.251 (meters)      387.96  (feet) COMP
 JA1180  MODELED GRAVITY -    979,974.8   (mgal)                       NAVD 88
 JA1180
 JA1180  VERT ORDER      -  FIRST     CLASS II
 JA1180
 JA1180.The horizontal coordinates were determined by differentially corrected
 JA1180.hand held GPS observations or other comparable positioning techniques
 JA1180.and have an estimated accuracy of +/- 3 meters.
 JA1180
 JA1180.The orthometric height was determined by differential leveling and
 JA1180.adjusted by the NATIONAL GEODETIC SURVEY
 JA1180.in June 1991.
 JA1180
 JA1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1180.GEOID18 height accuracy estimate available here.
 JA1180
 JA1180.Click photographs - Photos may exist for this station.
 JA1180
 JA1180.The dynamic height is computed by dividing the NAVD 88
 JA1180.geopotential number by the normal gravity value computed on the
 JA1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1180.degrees latitude (g = 980.6199 gals.).
 JA1180
 JA1180.The modeled gravity was interpolated from observed gravity values.
 JA1180
 JA1180;                    North         East    Units  Estimated Accuracy
 JA1180;SPC IN W     -   338,477.9     834,658.3     MT  (+/- 3 meters HH1 GPS) 
 JA1180
 JA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2739538848(NAD 83)
 JA1180
 JA1180                          SUPERSEDED SURVEY CONTROL
 JA1180
 JA1180  NGVD 29 (??/??/92)  118.460  (m)          388.65   (f) ADJ UNCH    1 2
 JA1180
 JA1180.Superseded values are not recommended for survey control.
 JA1180
 JA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1180.See file dsdata.pdf to determine how the superseded data were derived.
 JA1180
 JA1180_MARKER: DB = BENCH MARK DISK
 JA1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1180_STAMPING: Z 283 1954
 JA1180_MARK LOGO: CGS
 JA1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1180+STABILITY: SURFACE MOTION
 JA1180
 JA1180  HISTORY     - Date     Condition        Report By
 JA1180  HISTORY     - 1954     MONUMENTED       CGS
 JA1180
 JA1180                          STATION DESCRIPTION
 JA1180
 JA1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1180'0.6 MI N FROM CROWLEYVILLE.
 JA1180'ABOUT 0.65 MILE NORTH ALONG A GRAVEL ROAD PARALLELING LEFT BANK
 JA1180'OF WABASH RIVER FROM 90-FOOT STEEL BRIDGE OVER SUMNER DITCH AT
 JA1180'CROWLEYVILLE, 19 FEET EAST OF CENTER LINE OF ROAD, 128 FEET EAST
 JA1180'AND ACROSS ROAD FROM TOP OF RIVER BANK, 48 FEET NORTHEAST AND
 JA1180'ACROSS ROAD FROM THE NORTH ONE OF TWO 28-INCH ELM TREES, 17 FEET
 JA1180'NORTH OF A TRIANGULAR BLAZED FORKED 30-INCH MAPLE TREE, 14 FEET
 JA1180'SOUTH-SOUTHEAST OF A TWIN TWISTED 20-INCH ELM TREE, 60 FEET SOUTH
 JA1180'OF CENTER OF A DRIVE EAST TO A CULTIVATED FIELD, 2 FEET SOUTH OF A
 JA1180'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 JA1180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1360 ***********************************************************************
 JA1360  DESIGNATION -  Z 284
 JA1360  PID         -  JA1360
 JA1360  STATE/COUNTY-  IN/KNOX
 JA1360  COUNTRY     -  US
 JA1360  USGS QUAD   -  SAINT FRANCISVILLE (2018)
 JA1360
 JA1360                         *CURRENT SURVEY CONTROL
 JA1360  ______________________________________________________________________
 JA1360* NAD 83(1986) POSITION- 38 31 13.     (N) 087 38 47.     (W)   SCALED
 JA1360* NAVD 88 ORTHO HEIGHT -   126.968 (meters)      416.56  (feet) ADJUSTED
 JA1360  ______________________________________________________________________
 JA1360  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 JA1360  DYNAMIC HEIGHT  -        126.889 (meters)      416.30  (feet) COMP
 JA1360  MODELED GRAVITY -    980,001.8   (mgal)                       NAVD 88
 JA1360
 JA1360  VERT ORDER      -  FIRST     CLASS II
 JA1360
 JA1360.The horizontal coordinates were scaled from a map and have
 JA1360.an estimated accuracy of +/- 6 seconds.
 JA1360
 JA1360.The orthometric height was determined by differential leveling and
 JA1360.adjusted by the NATIONAL GEODETIC SURVEY
 JA1360.in June 1991.
 JA1360
 JA1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1360.GEOID18 height accuracy estimate available here.
 JA1360
 JA1360.Click photographs - Photos may exist for this station.
 JA1360
 JA1360.The dynamic height is computed by dividing the NAVD 88
 JA1360.geopotential number by the normal gravity value computed on the
 JA1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1360.degrees latitude (g = 980.6199 gals.).
 JA1360
 JA1360.The modeled gravity was interpolated from observed gravity values.
 JA1360
 JA1360;                    North         East    Units  Estimated Accuracy
 JA1360;SPC IN W     -   363,390.      850,900.      MT  (+/- 180 meters Scaled)
 JA1360
 JA1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH436637(NAD 83)
 JA1360
 JA1360                          SUPERSEDED SURVEY CONTROL
 JA1360
 JA1360  NGVD 29 (??/??/92)  127.102  (m)          417.00   (f) ADJ UNCH    1 2
 JA1360
 JA1360.Superseded values are not recommended for survey control.
 JA1360
 JA1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1360.See file dsdata.pdf to determine how the superseded data were derived.
 JA1360
 JA1360_MARKER: DB = BENCH MARK DISK
 JA1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1360_SP_SET: BUILDING
 JA1360_STAMPING: Z 285 1954
 JA1360_MARK LOGO: CGS
 JA1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1360
 JA1360  HISTORY     - Date     Condition        Report By
 JA1360  HISTORY     - 1954     MONUMENTED       CGS
 JA1360
 JA1360                          STATION DESCRIPTION
 JA1360
 JA1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1360'5.6 MI SW FROM BEAL.
 JA1360'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1360'BAPTIST CHURCH AT BEAL, THENCE ABOUT 1.15 MILES WEST ALONG A
 JA1360'GRAVEL ROAD, THENCE ABOUT 3.0 MILES SOUTHWEST AND SOUTH ALONG TOP
 JA1360'OF LEVEE ON LEFT BANK OF WABASH RIVER, AT FLOOD GATE ACROSS
 JA1360'MOUTH OF DESHEE RIVER, SET VERTICALLY IN THE SOUTH FACE OF BRICK
 JA1360'BUILDING WHICH IS ON TOP OF LEVEE AND FLOOD GATE, 1 FOOT WEST OF
 JA1360'SOUTHEAST CORNER OF BUILDING AND ABOUT 2 FEET ABOVE TOP OF LEVEE.
 JA1360'NOTE--  MARK MAY BE REACHED FROM THE BAPTIST CHURCH AT BEAL BY
 JA1360'GOING 3.75 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD TO A
 JA1360'ROAD JUNCTION AT A POINT JUST SOUTH OF BRIDGE OVER DESHEE RIVER,
 JA1360'THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD TO U.S.E. FLOOD
 JA1360'GATE ACROSS MOUTH OF DESHEE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1196 ***********************************************************************
 ME1196  DESIGNATION -  Z 285
 ME1196  PID         -  ME1196
 ME1196  STATE/COUNTY-  IN/LAKE
 ME1196  COUNTRY     -  US
 ME1196  USGS QUAD   -  SCHNEIDER (2019)
 ME1196
 ME1196                         *CURRENT SURVEY CONTROL
 ME1196  ______________________________________________________________________
 ME1196* NAD 83(1986) POSITION- 41 11 18.     (N) 087 29 09.     (W)   SCALED
 ME1196* NAVD 88 ORTHO HEIGHT -   191.917 (meters)      629.65  (feet) ADJUSTED
 ME1196  ______________________________________________________________________
 ME1196  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 ME1196  DYNAMIC HEIGHT  -        191.837 (meters)      629.39  (feet) COMP
 ME1196  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 ME1196
 ME1196  VERT ORDER      -  SECOND    CLASS 0
 ME1196
 ME1196.The horizontal coordinates were scaled from a map and have
 ME1196.an estimated accuracy of +/- 6 seconds.
 ME1196
 ME1196.The orthometric height was determined by differential leveling and
 ME1196.adjusted by the NATIONAL GEODETIC SURVEY
 ME1196.in June 1991.
 ME1196
 ME1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1196.GEOID18 height accuracy estimate available here.
 ME1196
 ME1196.Click photographs - Photos may exist for this station.
 ME1196
 ME1196.The dynamic height is computed by dividing the NAVD 88
 ME1196.geopotential number by the normal gravity value computed on the
 ME1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1196.degrees latitude (g = 980.6199 gals.).
 ME1196
 ME1196.The modeled gravity was interpolated from observed gravity values.
 ME1196
 ME1196;                    North         East    Units  Estimated Accuracy
 ME1196;SPC IN W     -   659,550.      866,230.      MT  (+/- 180 meters Scaled)
 ME1196
 ME1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL592597(NAD 83)
 ME1196
 ME1196                          SUPERSEDED SURVEY CONTROL
 ME1196
 ME1196  NGVD 29 (??/??/92)  192.006  (m)          629.94   (f) ADJ UNCH    2 0
 ME1196
 ME1196.Superseded values are not recommended for survey control.
 ME1196
 ME1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1196.See file dsdata.pdf to determine how the superseded data were derived.
 ME1196
 ME1196_MARKER: DB = BENCH MARK DISK
 ME1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1196_STAMPING: Z 285 1954
 ME1196_MARK LOGO: CGS
 ME1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1196+STABILITY: SURFACE MOTION
 ME1196
 ME1196  HISTORY     - Date     Condition        Report By
 ME1196  HISTORY     - 1954     MONUMENTED       CGS
 ME1196  HISTORY     - 20210414 MARK NOT FOUND   IN-089
 ME1196
 ME1196                          STATION DESCRIPTION
 ME1196
 ME1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1196'2.1 MI W FROM SCHNEIDER.
 ME1196'ABOUT 2.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1196'STATION AT SCHNEIDER, ABOUT 46 YARDS EAST OF A 5-FOOT IRON
 ME1196'PIPE CULVERT FOR A NORTH-SOUTH DRAINAGE DITCH, 39 FEET SOUTH
 ME1196'OF SEMAPHORE SIGNAL NO. K 81.2, 1 FOOT NORTH OF FENCE LINE, 47
 ME1196'FEET SOUTH OF SOUTH RAIL, 2 FEET EAST OF A WHITE WOODEN WITNESS
 ME1196'POST, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 ME1196'CONCRETE POST PROJECTING 4 INCHES.
 ME1196
 ME1196                          STATION RECOVERY (2021)
 ME1196
 ME1196'RECOVERY NOTE BY LAKE COUNTY INDIANA 2021 (JJJ)
 ME1196'JUNE 12, 2012 LAKE COUNTY SURVEYORS OFFICE RECOVERED MARK.  EXTENSIVE
 ME1196'FIELD WORK AND TREE CLEARING IN THE AREA THIS DATE MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1189 ***********************************************************************
 LB1189  DESIGNATION -  Z 29
 LB1189  PID         -  LB1189
 LB1189  STATE/COUNTY-  IN/WHITE
 LB1189  COUNTRY     -  US
 LB1189  USGS QUAD   -  MONON (2019)
 LB1189
 LB1189                         *CURRENT SURVEY CONTROL
 LB1189  ______________________________________________________________________
 LB1189* NAD 83(1986) POSITION- 40 51 16.     (N) 086 52 39.     (W)   SCALED
 LB1189* NAVD 88 ORTHO HEIGHT -   205.704 (meters)      674.88  (feet) ADJUSTED
 LB1189  ______________________________________________________________________
 LB1189  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 LB1189  DYNAMIC HEIGHT  -        205.612 (meters)      674.58  (feet) COMP
 LB1189  MODELED GRAVITY -    980,170.8   (mgal)                       NAVD 88
 LB1189
 LB1189  VERT ORDER      -  SECOND    CLASS 0
 LB1189
 LB1189.The horizontal coordinates were scaled from a map and have
 LB1189.an estimated accuracy of +/- 6 seconds.
 LB1189
 LB1189.The orthometric height was determined by differential leveling and
 LB1189.adjusted by the NATIONAL GEODETIC SURVEY
 LB1189.in June 1991.
 LB1189
 LB1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1189.GEOID18 height accuracy estimate available here.
 LB1189
 LB1189.Click photographs - Photos may exist for this station.
 LB1189
 LB1189.The dynamic height is computed by dividing the NAVD 88
 LB1189.geopotential number by the normal gravity value computed on the
 LB1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1189.degrees latitude (g = 980.6199 gals.).
 LB1189
 LB1189.The modeled gravity was interpolated from observed gravity values.
 LB1189
 LB1189;                    North         East    Units  Estimated Accuracy
 LB1189;SPC IN W     -   622,420.      917,360.      MT  (+/- 180 meters Scaled)
 LB1189
 LB1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL103226(NAD 83)
 LB1189
 LB1189                          SUPERSEDED SURVEY CONTROL
 LB1189
 LB1189  NGVD 29 (??/??/92)  205.793  (m)          675.17   (f) ADJ UNCH    2 0
 LB1189
 LB1189.Superseded values are not recommended for survey control.
 LB1189
 LB1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1189.See file dsdata.pdf to determine how the superseded data were derived.
 LB1189
 LB1189_MARKER: DB = BENCH MARK DISK
 LB1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1189_STAMPING: Z 29 1934
 LB1189_MARK LOGO: CGS
 LB1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1189+STABILITY: SURFACE MOTION
 LB1189
 LB1189  HISTORY     - Date     Condition        Report By
 LB1189  HISTORY     - 1934     MONUMENTED       CGS
 LB1189  HISTORY     - 1946     GOOD             CGS
 LB1189  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 LB1189
 LB1189                          STATION DESCRIPTION
 LB1189
 LB1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1189'0.4 MI S FROM MONON.
 LB1189'0.4 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 LB1189'RAILWAY FROM THE STATION AT MONON, 135 FEET WEST AND ACROSS THE
 LB1189'TRACKS FROM THE NORTHWEST CORNER OF THE FRANK WARRING RESIDENCE,
 LB1189'45 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 4.3 FEET EAST
 LB1189'OF A TELEPHONE POLE, 105 FEET SOUTHEAST AND ACROSS A GRAVEL
 LB1189'ROAD FROM POWER LINE POLE 720-181, 16 FEET EAST OF THE CENTER LINE
 LB1189'OF THE ROAD PARALLELING THE TRACKS, LEVEL WITH THE TRACKS, SET
 LB1189'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LB1189
 LB1189                          STATION RECOVERY (1975)
 LB1189
 LB1189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LB1189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1334 ***********************************************************************
 KA1334  DESIGNATION -  Z 292
 KA1334  PID         -  KA1334
 KA1334  STATE/COUNTY-  IN/SULLIVAN
 KA1334  COUNTRY     -  US
 KA1334  USGS QUAD   -  MEROM (2019)
 KA1334
 KA1334                         *CURRENT SURVEY CONTROL
 KA1334  ______________________________________________________________________
 KA1334* NAD 83(1986) POSITION- 39 00 38.     (N) 087 33 36.     (W)   SCALED
 KA1334* NAVD 88 ORTHO HEIGHT -   133.878 (meters)      439.23  (feet) ADJUSTED
 KA1334  ______________________________________________________________________
 KA1334  GEOID HEIGHT    -        -32.013 (meters)                     GEOID18
 KA1334  DYNAMIC HEIGHT  -        133.799 (meters)      438.97  (feet) COMP
 KA1334  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 KA1334
 KA1334  VERT ORDER      -  FIRST     CLASS II
 KA1334
 KA1334.The horizontal coordinates were scaled from a map and have
 KA1334.an estimated accuracy of +/- 6 seconds.
 KA1334
 KA1334.The orthometric height was determined by differential leveling and
 KA1334.adjusted by the NATIONAL GEODETIC SURVEY
 KA1334.in June 1991.
 KA1334
 KA1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1334.GEOID18 height accuracy estimate available here.
 KA1334
 KA1334.Click photographs - Photos may exist for this station.
 KA1334
 KA1334.The dynamic height is computed by dividing the NAVD 88
 KA1334.geopotential number by the normal gravity value computed on the
 KA1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1334.degrees latitude (g = 980.6199 gals.).
 KA1334
 KA1334.The modeled gravity was interpolated from observed gravity values.
 KA1334
 KA1334;                    North         East    Units  Estimated Accuracy
 KA1334;SPC IN W     -   417,780.      858,720.      MT  (+/- 180 meters Scaled)
 KA1334
 KA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515180(NAD 83)
 KA1334
 KA1334                          SUPERSEDED SURVEY CONTROL
 KA1334
 KA1334  NGVD 29 (??/??/92)  134.012  (m)          439.67   (f) ADJ UNCH    1 2
 KA1334
 KA1334.Superseded values are not recommended for survey control.
 KA1334
 KA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1334.See file dsdata.pdf to determine how the superseded data were derived.
 KA1334
 KA1334_MARKER: DB = BENCH MARK DISK
 KA1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1334_STAMPING: Z 292 1956
 KA1334_MARK LOGO: CGS
 KA1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1334+STABILITY: SURFACE MOTION
 KA1334
 KA1334  HISTORY     - Date     Condition        Report By
 KA1334  HISTORY     - 1956     MONUMENTED       CGS
 KA1334
 KA1334                          STATION DESCRIPTION
 KA1334
 KA1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1334'1 MI S FROM RIVERTON.
 KA1334'0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 KA1334'END OF RAILROAD BRIDGE OVER WABASH RIVER AT RIVERTON, THENCE
 KA1334'ABOUT 0.6 MILE SOUTHEAST ALONG SPUR TRACK TO MEROM GRAVEL PITS
 KA1334'AND END OF SPUR TRACK, THENCE ABOUT 0.2 MILE SOUTH ALONG A
 KA1334'GRAVEL ROAD, ABOUT 0.2 MILE SOUTH OF A RIGHT ANGLE CURVE IN
 KA1334'GRAVEL ROAD WITH TANGENTS EXTENDING SOUTH AND EAST, IN SECTION
 KA1334'31, T. 7 N., R. 10 W., 20 FEET WEST OF CENTER LINE OF ROAD, 82
 KA1334'FEET WEST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF G.A.
 KA1334'FENCH RESIDENCE AND ABOUT IN LINE WITH THE EXTENDED SOUTH FACE
 KA1334'OF HOUSE, 43 FEET WEST-NORTHWEST AND ACROSS ROAD FROM SOUTHWEST
 KA1334'CORNER OF LAWN FENCE, 38 FEET NORTH OF A POWER POLE WITH A
 KA1334'TRANSFORMER, 1 FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF A
 KA1334'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 KA1334'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1127 ***********************************************************************
 KA1127  DESIGNATION -  Z 293
 KA1127  PID         -  KA1127
 KA1127  STATE/COUNTY-  IN/VIGO
 KA1127  COUNTRY     -  US
 KA1127  USGS QUAD   -  TERRE HAUTE (2019)
 KA1127
 KA1127                         *CURRENT SURVEY CONTROL
 KA1127  ______________________________________________________________________
 KA1127* NAD 83(1986) POSITION- 39 22 39.32   (N) 087 27 56.61   (W)   HD_HELD1
 KA1127* NAVD 88 ORTHO HEIGHT -   144.557 (meters)      474.27  (feet) ADJUSTED
 KA1127  ______________________________________________________________________
 KA1127  GEOID HEIGHT    -        -32.542 (meters)                     GEOID18
 KA1127  DYNAMIC HEIGHT  -        144.474 (meters)      474.00  (feet) COMP
 KA1127  MODELED GRAVITY -    980,054.1   (mgal)                       NAVD 88
 KA1127
 KA1127  VERT ORDER      -  FIRST     CLASS II
 KA1127
 KA1127.The horizontal coordinates were determined by differentially corrected
 KA1127.hand held GPS observations or other comparable positioning techniques
 KA1127.and have an estimated accuracy of +/- 3 meters.
 KA1127
 KA1127.The orthometric height was determined by differential leveling and
 KA1127.adjusted by the NATIONAL GEODETIC SURVEY
 KA1127.in June 1991.
 KA1127
 KA1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1127.GEOID18 height accuracy estimate available here.
 KA1127
 KA1127.Click photographs - Photos may exist for this station.
 KA1127
 KA1127.The dynamic height is computed by dividing the NAVD 88
 KA1127.geopotential number by the normal gravity value computed on the
 KA1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1127.degrees latitude (g = 980.6199 gals.).
 KA1127
 KA1127.The modeled gravity was interpolated from observed gravity values.
 KA1127
 KA1127;                    North         East    Units  Estimated Accuracy
 KA1127;SPC IN W     -   458,484.2     867,052.6     MT  (+/- 3 meters HH1 GPS) 
 KA1127
 KA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5988758782(NAD 83)
 KA1127
 KA1127                          SUPERSEDED SURVEY CONTROL
 KA1127
 KA1127  NGVD 29 (??/??/92)  144.660  (m)          474.61   (f) ADJ UNCH    1 2
 KA1127
 KA1127.Superseded values are not recommended for survey control.
 KA1127
 KA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1127.See file dsdata.pdf to determine how the superseded data were derived.
 KA1127
 KA1127_MARKER: DB = BENCH MARK DISK
 KA1127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1127_STAMPING: Z 193 1956
 KA1127_MARK LOGO: CGS
 KA1127_PROJECTION: FLUSH
 KA1127_MAGNETIC: I = MARKER IS A STEEL ROD
 KA1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1127+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 KA1127
 KA1127  HISTORY     - Date     Condition        Report By
 KA1127  HISTORY     - 1956     MONUMENTED       CGS
 KA1127  HISTORY     - 20100513 GOOD             AEROME
 KA1127  HISTORY     - 20100929 GOOD             PB
 KA1127  HISTORY     - 20200520 GOOD             MCA
 KA1127
 KA1127                          STATION DESCRIPTION
 KA1127
 KA1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1127'0.8 MI NE FROM PRAIRIETON.
 KA1127'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 63 FROM THE METHODIST
 KA1127'CHURCH AT PRAIRIETON, IN SECTION 34, T.11 N., R.10 W., ABOUT 0.35
 KA1127'MILE SOUTHWEST OF JUNCTION OF A NARROW BLACK TOP ROAD LEADING
 KA1127'SOUTH, 29 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 61 3/4 FEET
 KA1127'EAST AND ACROSS A DRIVE FROM THE EAST CORNER OF HOUSE NO. 691
 KA1127'(BROWN SHINGLE SIDING), 19 FEET NORTHEAST OF CENTER LINE OF DRIVE,
 KA1127'272 1/2 FEET SOUTHWEST OF SOUTHWEST END OF NORTHWEST HEAD WALL
 KA1127'OF A 2-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 5 FEET NORTHEAST
 KA1127'OF POWER POLE NO. 307/107, 1 1/2 FEET NORTHEAST OF A WHITE
 KA1127'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND
 KA1127'IS A DISK ON TOP OF COPPER-COATED STEEL ROD ABOUT FLUSH WITH
 KA1127'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.
 KA1127'THE ROD WAS DRIVEN TO A DEPTH OF 60-FEET IN GROUND.
 KA1127
 KA1127                          STATION RECOVERY (2010)
 KA1127
 KA1127'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 KA1127'RECOVERED IN GOOD CONDITION.
 KA1127
 KA1127                          STATION RECOVERY (2010)
 KA1127
 KA1127'RECOVERY NOTE BY PBS&J 2010 (MAZ)
 KA1127'PICTURES ARE AVAILABLE, EDGES OF THE DISK ARE BENT, BUT THE MONUMENT
 KA1127'SEEMS TO BE UNDISTURBED.
 KA1127
 KA1127                          STATION RECOVERY (2020)
 KA1127
 KA1127'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2020 (CCM)
 KA1127'THE MARK IS 13 FT (4.0 M) WESTERLY OF THE WEST EDGE OF PAVEMENT OF
 KA1127'INDIANA SR-63.  SET CARSONITE POST WEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0104 ***********************************************************************
 KA0104  DESIGNATION -  Z 3 RESET
 KA0104  PID         -  KA0104
 KA0104  STATE/COUNTY-  IN/MARION
 KA0104  COUNTRY     -  US
 KA0104  USGS QUAD   -  INDIANAPOLIS WEST (2019)
 KA0104
 KA0104                         *CURRENT SURVEY CONTROL
 KA0104  ______________________________________________________________________
 KA0104* NAD 83(1986) POSITION- 39 45 43.     (N) 086 13 46.     (W)   SCALED
 KA0104* NAVD 88 ORTHO HEIGHT -   221.809 (meters)      727.72  (feet) POSTED
 KA0104  ______________________________________________________________________
 KA0104  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 KA0104  DYNAMIC HEIGHT  -        221.69  (meters)      727.3   (feet) COMP
 KA0104  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 KA0104
 KA0104  VERT ORDER      -  * POSTED, SEE BELOW
 KA0104
 KA0104.The horizontal coordinates were scaled from a map and have
 KA0104.an estimated accuracy of +/- 6 seconds.
 KA0104
 KA0104.The orthometric height was determined by differential leveling
 KA0104.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KA0104
 KA0104.* This is a POSTED BENCH MARK height.
 KA0104
 KA0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0104.GEOID18 height accuracy estimate available here.
 KA0104
 KA0104.Click photographs - Photos may exist for this station.
 KA0104
 KA0104.The dynamic height is computed by dividing the NAVD 88
 KA0104.geopotential number by the normal gravity value computed on the
 KA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0104.degrees latitude (g = 980.6199 gals.).
 KA0104
 KA0104.The modeled gravity was interpolated from observed gravity values.
 KA0104
 KA0104;                    North         East    Units  Estimated Accuracy
 KA0104;SPC IN E     -   501,240.       51,780.      MT  (+/- 180 meters Scaled)
 KA0104
 KA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK660016(NAD 83)
 KA0104
 KA0104                          SUPERSEDED SURVEY CONTROL
 KA0104
 KA0104  NGVD 29 (??/??/92)  221.936  (m)          728.14   (f) ADJ UNCH    1 2
 KA0104
 KA0104.Superseded values are not recommended for survey control.
 KA0104
 KA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0104.See file dsdata.pdf to determine how the superseded data were derived.
 KA0104
 KA0104_MARKER: DB = BENCH MARK DISK
 KA0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0104_SP_SET: BRIDGE
 KA0104_STAMPING: ELEV 726.649 FT Z 3
 KA0104_MARK LOGO: CGS
 KA0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0104
 KA0104  HISTORY     - Date     Condition        Report By
 KA0104  HISTORY     - 1927     MONUMENTED       PCRR
 KA0104  HISTORY     - 1946     GOOD             CGS
 KA0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0104
 KA0104                          STATION DESCRIPTION
 KA0104
 KA0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0104'3.6 MI W FROM INDIANAPOLIS.
 KA0104'3.6 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM UNION
 KA0104'STATION AT INDIANAPOLIS, MARION COUNTY, AT TWO-SPAN BRIDGE
 KA0104'6 A OVER ROCKVILLE ROAD, AND IN THE EAST END OF THE SOUTH PARAPET
 KA0104'WALL.  A STANDARD DISK, ERRONEOUSLY STAMPED ELEV 726.649
 KA0104'FT Z 3.  NOTE-- THIS BENCH MARK WAS ESTABLISHED IN 1927 BY
 KA0104'ENGINEERS OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 KA0104'RAILWAY.  NOTE-- THE CLEVELAND, CINCINNATI, CHIAGO AND ST.
 KA0104'LOUIS RAILWAY IS NOW PART OF THE PENN CENTRAL COMPANY.
 KA0104
 KA0104                          STATION RECOVERY (1985)
 KA0104
 KA0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1610 ***********************************************************************
 LB1610  DESIGNATION -  Z 30
 LB1610  PID         -  LB1610
 LB1610  STATE/COUNTY-  IN/BENTON
 LB1610  COUNTRY     -  US
 LB1610  USGS QUAD   -  OTTERBEIN (2019)
 LB1610
 LB1610                         *CURRENT SURVEY CONTROL
 LB1610  ______________________________________________________________________
 LB1610* NAD 83(1986) POSITION- 40 29 32.     (N) 087 06 45.     (W)   SCALED
 LB1610* NAVD 88 ORTHO HEIGHT -   215.768 (meters)      707.90  (feet) ADJUSTED
 LB1610  ______________________________________________________________________
 LB1610  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 LB1610  DYNAMIC HEIGHT  -        215.662 (meters)      707.55  (feet) COMP
 LB1610  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 LB1610
 LB1610  VERT ORDER      -  SECOND    CLASS 0
 LB1610
 LB1610.The horizontal coordinates were scaled from a map and have
 LB1610.an estimated accuracy of +/- 6 seconds.
 LB1610
 LB1610.The orthometric height was determined by differential leveling and
 LB1610.adjusted by the NATIONAL GEODETIC SURVEY
 LB1610.in June 1991.
 LB1610
 LB1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1610.GEOID18 height accuracy estimate available here.
 LB1610
 LB1610.Click photographs - Photos may exist for this station.
 LB1610
 LB1610.The dynamic height is computed by dividing the NAVD 88
 LB1610.geopotential number by the normal gravity value computed on the
 LB1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1610.degrees latitude (g = 980.6199 gals.).
 LB1610
 LB1610.The modeled gravity was interpolated from observed gravity values.
 LB1610
 LB1610;                    North         East    Units  Estimated Accuracy
 LB1610;SPC IN W     -   582,170.      897,530.      MT  (+/- 180 meters Scaled)
 LB1610
 LB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK904823(NAD 83)
 LB1610
 LB1610                          SUPERSEDED SURVEY CONTROL
 LB1610
 LB1610  NGVD 29 (??/??/92)  215.844  (m)          708.15   (f) ADJ UNCH    2 0
 LB1610
 LB1610.Superseded values are not recommended for survey control.
 LB1610
 LB1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1610.See file dsdata.pdf to determine how the superseded data were derived.
 LB1610
 LB1610_MARKER: DB = BENCH MARK DISK
 LB1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1610_STAMPING: Z 30 1934
 LB1610_MARK LOGO: CGS
 LB1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1610+STABILITY: SURFACE MOTION
 LB1610
 LB1610  HISTORY     - Date     Condition        Report By
 LB1610  HISTORY     - 1934     MONUMENTED       CGS
 LB1610  HISTORY     - 1946     GOOD             CGS
 LB1610
 LB1610                          STATION DESCRIPTION
 LB1610
 LB1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1610'0.9 MI W FROM OTTERBEIN.
 LB1610'0.9 MILE WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1610'FROM THE STATION AT OTTERBEIN, BENTON COUNTY, 0.4 MILE WEST OF
 LB1610'MILEPOST S 272, 72 FEET NORTHEAST OF THE NORTH END OF A 3-FOOT
 LB1610'CONCRETE CULVERT, 39.8 FEET NORTH OF THE NORTH RAIL OF THE
 LB1610'WEST-BOUND TRACK, 39 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LB1610'52 PARALLELING THE TRACK, 7.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 LB1610'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET
 LB1610'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 30 1934 AND
 LB1610'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0088 ***********************************************************************
 JA0088  DESIGNATION -  Z 309
 JA0088  PID         -  JA0088
 JA0088  STATE/COUNTY-  IN/ORANGE
 JA0088  COUNTRY     -  US
 JA0088  USGS QUAD   -  PAOLI (2019)
 JA0088
 JA0088                         *CURRENT SURVEY CONTROL
 JA0088  ______________________________________________________________________
 JA0088* NAD 83(1986) POSITION- 38 34 43.     (N) 086 27 22.     (W)   SCALED
 JA0088* NAVD 88 ORTHO HEIGHT -   224.634 (meters)      736.99  (feet) ADJUSTED
 JA0088  ______________________________________________________________________
 JA0088  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 JA0088  DYNAMIC HEIGHT  -        224.481 (meters)      736.48  (feet) COMP
 JA0088  MODELED GRAVITY -    979,942.0   (mgal)                       NAVD 88
 JA0088
 JA0088  VERT ORDER      -  FIRST     CLASS II
 JA0088
 JA0088.The horizontal coordinates were scaled from a map and have
 JA0088.an estimated accuracy of +/- 6 seconds.
 JA0088
 JA0088.The orthometric height was determined by differential leveling and
 JA0088.adjusted by the NATIONAL GEODETIC SURVEY
 JA0088.in June 1991.
 JA0088
 JA0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0088.GEOID18 height accuracy estimate available here.
 JA0088
 JA0088.Click photographs - Photos may exist for this station.
 JA0088
 JA0088.The dynamic height is computed by dividing the NAVD 88
 JA0088.geopotential number by the normal gravity value computed on the
 JA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0088.degrees latitude (g = 980.6199 gals.).
 JA0088
 JA0088.The modeled gravity was interpolated from observed gravity values.
 JA0088
 JA0088;                    North         East    Units  Estimated Accuracy
 JA0088;SPC IN W     -   369,910.      954,650.      MT  (+/- 180 meters Scaled)
 JA0088
 JA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH473701(NAD 83)
 JA0088
 JA0088                          SUPERSEDED SURVEY CONTROL
 JA0088
 JA0088  NGVD 29 (??/??/92)  224.735  (m)          737.32   (f) ADJ UNCH    1 2
 JA0088
 JA0088.Superseded values are not recommended for survey control.
 JA0088
 JA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0088.See file dsdata.pdf to determine how the superseded data were derived.
 JA0088
 JA0088_MARKER: DB = BENCH MARK DISK
 JA0088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0088_STAMPING: Z 309 1965
 JA0088_MARK LOGO: CGS
 JA0088_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0088
 JA0088  HISTORY     - Date     Condition        Report By
 JA0088  HISTORY     - 1965     MONUMENTED       CGS
 JA0088
 JA0088                          STATION DESCRIPTION
 JA0088
 JA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0088'1.4 MI N FROM PAOLI.
 JA0088'ABOUT 1.45 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0088'LOUISVILLE RAILWAY FROM THE STATION AT PAOLI, IN SECTION 30,
 JA0088'T 2 N, R 1 E, ABOUT 0.1 MILE NORTH OF A SIDETRACK, 179 FEET NORTH
 JA0088'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JA0088'39 FEET EAST OF THE EAST RAIL, 58 FEET NORTHWEST OF THE NORTHWEST
 JA0088'CORNER OF A HOUSE, 2 FEET WEST OF A 12-INCH PERSIMMON TREE, 1
 JA0088'FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JA0088'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0088'IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A CAST IRON
 JA0088'PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0411 ***********************************************************************
 LB0411  DESIGNATION -  Z 31
 LB0411  PID         -  LB0411
 LB0411  STATE/COUNTY-  IN/CLINTON
 LB0411  COUNTRY     -  US
 LB0411  USGS QUAD   -  KIRKLIN (2019)
 LB0411
 LB0411                         *CURRENT SURVEY CONTROL
 LB0411  ______________________________________________________________________
 LB0411* NAD 83(1986) POSITION- 40 10 43.     (N) 086 19 04.     (W)   SCALED
 LB0411* NAVD 88 ORTHO HEIGHT -   284.716 (meters)      934.11  (feet) ADJUSTED
 LB0411  ______________________________________________________________________
 LB0411  GEOID HEIGHT    -        -34.091 (meters)                     GEOID18
 LB0411  DYNAMIC HEIGHT  -        284.559 (meters)      933.59  (feet) COMP
 LB0411  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 LB0411
 LB0411  VERT ORDER      -  SECOND    CLASS 0
 LB0411
 LB0411.The horizontal coordinates were scaled from a map and have
 LB0411.an estimated accuracy of +/- 6 seconds.
 LB0411
 LB0411.The orthometric height was determined by differential leveling and
 LB0411.adjusted by the NATIONAL GEODETIC SURVEY
 LB0411.in June 1991.
 LB0411
 LB0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0411.GEOID18 height accuracy estimate available here.
 LB0411
 LB0411.Click photographs - Photos may exist for this station.
 LB0411
 LB0411.The dynamic height is computed by dividing the NAVD 88
 LB0411.geopotential number by the normal gravity value computed on the
 LB0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0411.degrees latitude (g = 980.6199 gals.).
 LB0411
 LB0411.The modeled gravity was interpolated from observed gravity values.
 LB0411
 LB0411;                    North         East    Units  Estimated Accuracy
 LB0411;SPC IN W     -   547,630.      965,200.      MT  (+/- 180 meters Scaled)
 LB0411
 LB0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK580478(NAD 83)
 LB0411
 LB0411                          SUPERSEDED SURVEY CONTROL
 LB0411
 LB0411  NGVD 29 (??/??/92)  284.820  (m)          934.45   (f) ADJ UNCH    2 0
 LB0411
 LB0411.Superseded values are not recommended for survey control.
 LB0411
 LB0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0411.See file dsdata.pdf to determine how the superseded data were derived.
 LB0411
 LB0411_MARKER: DB = BENCH MARK DISK
 LB0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0411_STAMPING: Z 31 1934
 LB0411_MARK LOGO: CGS
 LB0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0411+STABILITY: SURFACE MOTION
 LB0411
 LB0411  HISTORY     - Date     Condition        Report By
 LB0411  HISTORY     - 1934     MONUMENTED       CGS
 LB0411
 LB0411                          STATION DESCRIPTION
 LB0411
 LB0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0411'2.3 MI NW FROM TERHUNE.
 LB0411'IN CLINTON COUNTY, 2.3 MILES NORTHWEST ALONG THE CHICAGO,
 LB0411'INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT TERHUNE,
 LB0411'BOONE COUNTY, 0.2 MILE SOUTHEAST OF MILEPOST B 149, IN THE EAST
 LB0411'ANGLE OF A GRAVEL-ROAD CROSSING, 78 FEET SOUTHEAST OF THE
 LB0411'CENTERLINE OF THE GRAVEL ROAD, 24.7 FEET NORTHEAST OF THE
 LB0411'NORTHEAST RAIL, 2.5 FEET SOUTHWEST OF A FENCE LINE, AND ABOUT
 LB0411'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 31
 LB0411'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 LB0411'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0412 ***********************************************************************
 JA0412  DESIGNATION -  Z 310
 JA0412  PID         -  JA0412
 JA0412  STATE/COUNTY-  IN/CRAWFORD
 JA0412  COUNTRY     -  US
 JA0412  USGS QUAD   -  BEECHWOOD (2019)
 JA0412
 JA0412                         *CURRENT SURVEY CONTROL
 JA0412  ______________________________________________________________________
 JA0412* NAD 83(1986) POSITION- 38 14 04.     (N) 086 28 04.     (W)   SCALED
 JA0412* NAVD 88 ORTHO HEIGHT -   184.440 (meters)      605.12  (feet) ADJUSTED
 JA0412  ______________________________________________________________________
 JA0412  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JA0412  DYNAMIC HEIGHT  -        184.310 (meters)      604.69  (feet) COMP
 JA0412  MODELED GRAVITY -    979,922.3   (mgal)                       NAVD 88
 JA0412
 JA0412  VERT ORDER      -  FIRST     CLASS II
 JA0412
 JA0412.The horizontal coordinates were scaled from a map and have
 JA0412.an estimated accuracy of +/- 6 seconds.
 JA0412
 JA0412.The orthometric height was determined by differential leveling and
 JA0412.adjusted by the NATIONAL GEODETIC SURVEY
 JA0412.in June 1991.
 JA0412
 JA0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0412.GEOID18 height accuracy estimate available here.
 JA0412
 JA0412.Click photographs - Photos may exist for this station.
 JA0412
 JA0412.The dynamic height is computed by dividing the NAVD 88
 JA0412.geopotential number by the normal gravity value computed on the
 JA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0412.degrees latitude (g = 980.6199 gals.).
 JA0412
 JA0412.The modeled gravity was interpolated from observed gravity values.
 JA0412
 JA0412;                    North         East    Units  Estimated Accuracy
 JA0412;SPC IN W     -   331,700.      953,890.      MT  (+/- 180 meters Scaled)
 JA0412
 JA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465319(NAD 83)
 JA0412
 JA0412                          SUPERSEDED SURVEY CONTROL
 JA0412
 JA0412  NGVD 29 (??/??/92)  184.544  (m)          605.46   (f) ADJ UNCH    1 2
 JA0412
 JA0412.Superseded values are not recommended for survey control.
 JA0412
 JA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0412.See file dsdata.pdf to determine how the superseded data were derived.
 JA0412
 JA0412_MARKER: DB = BENCH MARK DISK
 JA0412_SETTING: 66 = SET IN ROCK OUTCROP
 JA0412_STAMPING: Z 310 1965
 JA0412_MARK LOGO: CGS
 JA0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0412+STABILITY: POSITION/ELEVATION WELL
 JA0412
 JA0412  HISTORY     - Date     Condition        Report By
 JA0412  HISTORY     - 1965     MONUMENTED       CGS
 JA0412  HISTORY     - 1965     GOOD             CGS
 JA0412
 JA0412                          STATION DESCRIPTION
 JA0412
 JA0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0412'0.6 MI N FROM SULPHUR.
 JA0412'0.55 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JA0412'AT SULPHUR, IN SECTION 25, T 3 S, R 1 W, 59 FEET WEST OF THE
 JA0412'CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF A
 JA0412'PRIVATE DRIVEWAY, SET IN THE TOP OF A ROCK OUTCROP, 61 FEET NORTH
 JA0412'OF THE NORTH CORNER OF A CONCRETE CAP OF A WELL, 2.0 FEET EAST OF
 JA0412'A METAL WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 JA0412'HIGHWAY.
 JA0412
 JA0412                          STATION RECOVERY (1965)
 JA0412
 JA0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JA0412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0837 ***********************************************************************
 JA0837  DESIGNATION -  Z 311
 JA0837  PID         -  JA0837
 JA0837  STATE/COUNTY-  IN/DAVIESS
 JA0837  COUNTRY     -  US
 JA0837  USGS QUAD   -  WASHINGTON (2019)
 JA0837
 JA0837                         *CURRENT SURVEY CONTROL
 JA0837  ______________________________________________________________________
 JA0837* NAD 83(1986) POSITION- 38 39 27.2    (N) 087 09 04.7    (W)   HD_HELD2
 JA0837* NAVD 88 ORTHO HEIGHT -   161.536 (meters)      529.97  (feet) ADJUSTED
 JA0837  ______________________________________________________________________
 JA0837  GEOID HEIGHT    -        -32.340 (meters)                     GEOID18
 JA0837  DYNAMIC HEIGHT  -        161.433 (meters)      529.63  (feet) COMP
 JA0837  MODELED GRAVITY -    979,990.3   (mgal)                       NAVD 88
 JA0837
 JA0837  VERT ORDER      -  FIRST     CLASS II
 JA0837
 JA0837.The horizontal coordinates were established by autonomous hand held GPS
 JA0837.observations and have an estimated accuracy of +/- 10 meters.
 JA0837
 JA0837.The orthometric height was determined by differential leveling and
 JA0837.adjusted by the NATIONAL GEODETIC SURVEY
 JA0837.in June 1991.
 JA0837
 JA0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0837.GEOID18 height accuracy estimate available here.
 JA0837
 JA0837.Click photographs - Photos may exist for this station.
 JA0837
 JA0837.The dynamic height is computed by dividing the NAVD 88
 JA0837.geopotential number by the normal gravity value computed on the
 JA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0837.degrees latitude (g = 980.6199 gals.).
 JA0837
 JA0837.The modeled gravity was interpolated from observed gravity values.
 JA0837
 JA0837;                    North         East    Units  Estimated Accuracy
 JA0837;SPC IN W     -   378,484.      894,084.      MT  (+/- 10 meters HH2 GPS)
 JA0837
 JA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8683578787(NAD 83)
 JA0837
 JA0837                          SUPERSEDED SURVEY CONTROL
 JA0837
 JA0837  NGVD 29 (??/??/92)  161.664  (m)          530.39   (f) ADJ UNCH    1 2
 JA0837
 JA0837.Superseded values are not recommended for survey control.
 JA0837
 JA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0837.See file dsdata.pdf to determine how the superseded data were derived.
 JA0837
 JA0837_MARKER: DB = BENCH MARK DISK
 JA0837_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0837_STAMPING: Z 311 1965
 JA0837_MARK LOGO: CGS
 JA0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0837+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 JA0837
 JA0837  HISTORY     - Date     Condition        Report By
 JA0837  HISTORY     - 1965     MONUMENTED       CGS
 JA0837  HISTORY     - 20080409 GOOD             LNDMRK
 JA0837  HISTORY     - 20090605 GOOD             GEOCAC
 JA0837
 JA0837                          STATION DESCRIPTION
 JA0837
 JA0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0837'1.4 MI E FROM WASHINGTON.
 JA0837'ABOUT 1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0837'THE STATION AT WASHINGTON, IN SECTION 26, T 3 N, R 7 W, 2 POLES
 JA0837'WEST OF MILEPOST 168-10, 35 FEET SOUTH OF THE SOUTH RAIL, AT THE
 JA0837'CROSSING OF THE RAILROAD AND 21ST STREET, 54 FEET WEST OF THE
 JA0837'CENTER LINE OF 21ST STREET, 6.0 FEET SOUTHWEST OF A POWER POLE,
 JA0837'20 FEET WEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE, 2.8
 JA0837'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JA0837'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JA0837'IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED IN A 5-INCH CAST
 JA0837'IRON PIPE WHICH PROJECTS 6 INCHES.
 JA0837
 JA0837                          STATION RECOVERY (2008)
 JA0837
 JA0837'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2008 (DLH)
 JA0837'RECOVERED IN GOOD CONDITION.
 JA0837
 JA0837                          STATION RECOVERY (2009)
 JA0837
 JA0837'RECOVERY NOTE BY GEOCACHING 2009 (KRH)
 JA0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0282 ***********************************************************************
 JA0282  DESIGNATION -  Z 312
 JA0282  PID         -  JA0282
 JA0282  STATE/COUNTY-  IN/CRAWFORD
 JA0282  COUNTRY     -  US
 JA0282  USGS QUAD   -  ENGLISH (2019)
 JA0282
 JA0282                         *CURRENT SURVEY CONTROL
 JA0282  ______________________________________________________________________
 JA0282* NAD 83(1986) POSITION- 38 20 48.     (N) 086 25 36.     (W)   SCALED
 JA0282* NAVD 88 ORTHO HEIGHT -   170.200 (meters)      558.40  (feet) ADJUSTED
 JA0282  ______________________________________________________________________
 JA0282  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 JA0282  DYNAMIC HEIGHT  -        170.081 (meters)      558.01  (feet) COMP
 JA0282  MODELED GRAVITY -    979,923.9   (mgal)                       NAVD 88
 JA0282
 JA0282  VERT ORDER      -  FIRST     CLASS II
 JA0282
 JA0282.The horizontal coordinates were scaled from a map and have
 JA0282.an estimated accuracy of +/- 6 seconds.
 JA0282
 JA0282.The orthometric height was determined by differential leveling and
 JA0282.adjusted by the NATIONAL GEODETIC SURVEY
 JA0282.in June 1991.
 JA0282
 JA0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0282.GEOID18 height accuracy estimate available here.
 JA0282
 JA0282.Click photographs - Photos may exist for this station.
 JA0282
 JA0282.The dynamic height is computed by dividing the NAVD 88
 JA0282.geopotential number by the normal gravity value computed on the
 JA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0282.degrees latitude (g = 980.6199 gals.).
 JA0282
 JA0282.The modeled gravity was interpolated from observed gravity values.
 JA0282
 JA0282;                    North         East    Units  Estimated Accuracy
 JA0282;SPC IN W     -   344,180.      957,400.      MT  (+/- 180 meters Scaled)
 JA0282
 JA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH500444(NAD 83)
 JA0282
 JA0282                          SUPERSEDED SURVEY CONTROL
 JA0282
 JA0282  NGVD 29 (??/??/92)  170.312  (m)          558.77   (f) ADJ UNCH    1 2
 JA0282
 JA0282.Superseded values are not recommended for survey control.
 JA0282
 JA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0282.See file dsdata.pdf to determine how the superseded data were derived.
 JA0282
 JA0282_MARKER: DB = BENCH MARK DISK
 JA0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0282_SP_SET: BRIDGE
 JA0282_STAMPING: Z 312 1965
 JA0282_MARK LOGO: CGS
 JA0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0282
 JA0282  HISTORY     - Date     Condition        Report By
 JA0282  HISTORY     - 1965     MONUMENTED       CGS
 JA0282
 JA0282                          STATION DESCRIPTION
 JA0282
 JA0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0282'2.2 MI E FROM ENGLISH.
 JA0282'2.2 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0282'ENGLISH, IN SECTION 17, T 2 S, R 1 E, NEAR THE WEST END OF THE
 JA0282'SMALL SETTLEMENT OF TEMPLE, 6 FEET NORTH OF THE NORTH RAIL, SET
 JA0282'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE
 JA0282'OVER CAMP FORK CREEK, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0243 ***********************************************************************
 JA0243  DESIGNATION -  Z 313
 JA0243  PID         -  JA0243
 JA0243  STATE/COUNTY-  IN/HARRISON
 JA0243  COUNTRY     -  US
 JA0243  USGS QUAD   -  CRANDALL (2019)
 JA0243
 JA0243                         *CURRENT SURVEY CONTROL
 JA0243  ______________________________________________________________________
 JA0243* NAD 83(1986) POSITION- 38 18 33.     (N) 086 06 55.     (W)   SCALED
 JA0243* NAVD 88 ORTHO HEIGHT -   229.355 (meters)      752.48  (feet) ADJUSTED
 JA0243  ______________________________________________________________________
 JA0243  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 JA0243  DYNAMIC HEIGHT  -        229.196 (meters)      751.95  (feet) COMP
 JA0243  MODELED GRAVITY -    979,930.2   (mgal)                       NAVD 88
 JA0243
 JA0243  VERT ORDER      -  FIRST     CLASS II
 JA0243
 JA0243.The horizontal coordinates were scaled from a map and have
 JA0243.an estimated accuracy of +/- 6 seconds.
 JA0243
 JA0243.The orthometric height was determined by differential leveling and
 JA0243.adjusted by the NATIONAL GEODETIC SURVEY
 JA0243.in June 1991.
 JA0243
 JA0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0243.GEOID18 height accuracy estimate available here.
 JA0243
 JA0243.Click photographs - Photos may exist for this station.
 JA0243
 JA0243.The dynamic height is computed by dividing the NAVD 88
 JA0243.geopotential number by the normal gravity value computed on the
 JA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0243.degrees latitude (g = 980.6199 gals.).
 JA0243
 JA0243.The modeled gravity was interpolated from observed gravity values.
 JA0243
 JA0243;                    North         East    Units  Estimated Accuracy
 JA0243;SPC IN E     -   339,910.       60,770.      MT  (+/- 180 meters Scaled)
 JA0243
 JA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH773404(NAD 83)
 JA0243
 JA0243                          SUPERSEDED SURVEY CONTROL
 JA0243
 JA0243  NGVD 29 (??/??/92)  229.479  (m)          752.88   (f) ADJ UNCH    1 2
 JA0243
 JA0243.Superseded values are not recommended for survey control.
 JA0243
 JA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0243.See file dsdata.pdf to determine how the superseded data were derived.
 JA0243
 JA0243_MARKER: DB = BENCH MARK DISK
 JA0243_SETTING: 66 = SET IN ROCK OUTCROP
 JA0243_STAMPING: Z 313 1965
 JA0243_MARK LOGO: CGS
 JA0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0243+STABILITY: POSITION/ELEVATION WELL
 JA0243
 JA0243  HISTORY     - Date     Condition        Report By
 JA0243  HISTORY     - 1965     MONUMENTED       CGS
 JA0243  HISTORY     - 20230829 MARK NOT FOUND   INDOT
 JA0243
 JA0243                          STATION DESCRIPTION
 JA0243
 JA0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0243'1.1 MI W FROM CORYDON JUNCTION.
 JA0243'1.1 MILES WEST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT
 JA0243'CORYDON JUNCTION, IN SECTION 30, T 2 S, R 4 E, 0.1 MILE WEST OF
 JA0243'SEMAPHORE SIGNAL NUMBER 249.8, 8 FEET NORTH OF THE NORTH RAIL,
 JA0243'SET IN THE CENTER OF THE TOP OF A ROCK OUTCROP, 3.5 FEET EAST OF
 JA0243'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JA0243'RAILS.
 JA0243
 JA0243                          STATION RECOVERY (2023)
 JA0243
 JA0243'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 JA0243'THE RAIL ROAD HAS WIDENED AND THE BANK BACK IS AROUND 25 FT (7.6 M).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0929 ***********************************************************************
 JA0929  DESIGNATION -  Z 314
 JA0929  PID         -  JA0929
 JA0929  STATE/COUNTY-  IN/PIKE
 JA0929  COUNTRY     -  US
 JA0929  USGS QUAD   -  MONROE CITY (2019)
 JA0929
 JA0929                         *CURRENT SURVEY CONTROL
 JA0929  ______________________________________________________________________
 JA0929* NAD 83(1986) POSITION- 38 31 21.     (N) 087 15 33.     (W)   SCALED
 JA0929* NAVD 88 ORTHO HEIGHT -   136.739 (meters)      448.62  (feet) ADJUSTED
 JA0929  ______________________________________________________________________
 JA0929  GEOID HEIGHT    -        -32.074 (meters)                     GEOID18
 JA0929  DYNAMIC HEIGHT  -        136.650 (meters)      448.33  (feet) COMP
 JA0929  MODELED GRAVITY -    979,976.7   (mgal)                       NAVD 88
 JA0929
 JA0929  VERT ORDER      -  FIRST     CLASS II
 JA0929
 JA0929.The horizontal coordinates were scaled from a map and have
 JA0929.an estimated accuracy of +/- 6 seconds.
 JA0929
 JA0929.The orthometric height was determined by differential leveling and
 JA0929.adjusted by the NATIONAL GEODETIC SURVEY
 JA0929.in June 1991.
 JA0929
 JA0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0929.GEOID18 height accuracy estimate available here.
 JA0929
 JA0929.Click photographs - Photos may exist for this station.
 JA0929
 JA0929.The dynamic height is computed by dividing the NAVD 88
 JA0929.geopotential number by the normal gravity value computed on the
 JA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0929.degrees latitude (g = 980.6199 gals.).
 JA0929
 JA0929.The modeled gravity was interpolated from observed gravity values.
 JA0929
 JA0929;                    North         East    Units  Estimated Accuracy
 JA0929;SPC IN W     -   363,510.      884,670.      MT  (+/- 180 meters Scaled)
 JA0929
 JA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH774638(NAD 83)
 JA0929
 JA0929                          SUPERSEDED SURVEY CONTROL
 JA0929
 JA0929  NGVD 29 (??/??/92)  136.878  (m)          449.07   (f) ADJ UNCH    1 2
 JA0929
 JA0929.Superseded values are not recommended for survey control.
 JA0929
 JA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0929.See file dsdata.pdf to determine how the superseded data were derived.
 JA0929
 JA0929_MARKER: DB = BENCH MARK DISK
 JA0929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA0929+WITH SETTING: INFORMATION.
 JA0929_STAMPING: Z 314 1965
 JA0929_MARK LOGO: CGS
 JA0929_MAGNETIC: I = MARKER IS A STEEL ROD
 JA0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0929
 JA0929  HISTORY     - Date     Condition        Report By
 JA0929  HISTORY     - 1965     MONUMENTED       CGS
 JA0929  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0929
 JA0929                          STATION DESCRIPTION
 JA0929
 JA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0929'3 MI NE FROM PETERSBURG.
 JA0929'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET FROM THE PIKE COUNTY
 JA0929'COURTHOUSE AT PETERSBURG, THENCE 0.2 MILE NORTHWEST ALONG 7TH
 JA0929'STREET THENCE 2.6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 JA0929'RAILROAD, 90 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 JA0929'ROAD, 96 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET SOUTH OF
 JA0929'THE CENTER LINE OF A TRAIL ROAD, 18 FEET NORTHWEST OF A 15-INCH
 JA0929'FORKED TREE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2
 JA0929'FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JA0929'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 JA0929'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 JA0929
 JA0929                          STATION RECOVERY (1985)
 JA0929
 JA0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA0929'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1068 ***********************************************************************
 JA1068  DESIGNATION -  Z 315
 JA1068  PID         -  JA1068
 JA1068  STATE/COUNTY-  IN/GIBSON
 JA1068  COUNTRY     -  US
 JA1068  USGS QUAD   -  OAKLAND CITY (2019)
 JA1068
 JA1068                         *CURRENT SURVEY CONTROL
 JA1068  ______________________________________________________________________
 JA1068* NAD 83(1986) POSITION- 38 20 48.     (N) 087 20 18.     (W)   SCALED
 JA1068* NAVD 88 ORTHO HEIGHT -   138.582 (meters)      454.66  (feet) ADJUSTED
 JA1068  ______________________________________________________________________
 JA1068  GEOID HEIGHT    -        -31.787 (meters)                     GEOID18
 JA1068  DYNAMIC HEIGHT  -        138.491 (meters)      454.37  (feet) COMP
 JA1068  MODELED GRAVITY -    979,967.7   (mgal)                       NAVD 88
 JA1068
 JA1068  VERT ORDER      -  FIRST     CLASS II
 JA1068
 JA1068.The horizontal coordinates were scaled from a map and have
 JA1068.an estimated accuracy of +/- 6 seconds.
 JA1068
 JA1068.The orthometric height was determined by differential leveling and
 JA1068.adjusted by the NATIONAL GEODETIC SURVEY
 JA1068.in June 1991.
 JA1068
 JA1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1068.GEOID18 height accuracy estimate available here.
 JA1068
 JA1068.Click photographs - Photos may exist for this station.
 JA1068
 JA1068.The dynamic height is computed by dividing the NAVD 88
 JA1068.geopotential number by the normal gravity value computed on the
 JA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1068.degrees latitude (g = 980.6199 gals.).
 JA1068
 JA1068.The modeled gravity was interpolated from observed gravity values.
 JA1068
 JA1068;                    North         East    Units  Estimated Accuracy
 JA1068;SPC IN W     -   344,000.      877,710.      MT  (+/- 180 meters Scaled)
 JA1068
 JA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH704443(NAD 83)
 JA1068
 JA1068                          SUPERSEDED SURVEY CONTROL
 JA1068
 JA1068  NGVD 29 (??/??/92)  138.705  (m)          455.07   (f) ADJ UNCH    1 2
 JA1068
 JA1068.Superseded values are not recommended for survey control.
 JA1068
 JA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1068.See file dsdata.pdf to determine how the superseded data were derived.
 JA1068
 JA1068_MARKER: DB = BENCH MARK DISK
 JA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1068_STAMPING: Z 315 1965
 JA1068_MARK LOGO: CGS
 JA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1068+STABILITY: SURFACE MOTION
 JA1068
 JA1068  HISTORY     - Date     Condition        Report By
 JA1068  HISTORY     - 1965     MONUMENTED       CGS
 JA1068  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1068
 JA1068                          STATION DESCRIPTION
 JA1068
 JA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1068'0.6 MI NE FROM OAKLAND CITY.
 JA1068'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 JA1068'FROM THE STATION AT OAKLAND CITY, 207 FEET EAST-NORTHEAST OF THE
 JA1068'CROSSING OF THE RAILROAD AND A PAVED ROAD, 41 FEET SOUTHEAST OF
 JA1068'THE SOUTHEAST RAIL, 59 1/2 FEET SOUTHWEST OF A TELEPHONE POLE
 JA1068'BRACED BY A GUY WIRE, 19 FEET SOUTHWEST OF A 20-INCH MAPLE TREE,
 JA1068'1.3 FEET NORTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL
 JA1068'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JA1068'CONCRETE POST PROJECTING 5 INCHES.
 JA1068
 JA1068                          STATION RECOVERY (1985)
 JA1068
 JA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1060 ***********************************************************************
 HA1060  DESIGNATION -  Z 316
 HA1060  PID         -  HA1060
 HA1060  STATE/COUNTY-  IN/VANDERBURGH
 HA1060  COUNTRY     -  US
 HA1060  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1060
 HA1060                         *CURRENT SURVEY CONTROL
 HA1060  ______________________________________________________________________
 HA1060* NAD 83(1986) POSITION- 37 59 57.2    (N) 087 32 27.8    (W)   HD_HELD2
 HA1060* NAVD 88 ORTHO HEIGHT -   119.145 (meters)      390.89  (feet) ADJUSTED
 HA1060  ______________________________________________________________________
 HA1060  GEOID HEIGHT    -        -31.084 (meters)                     GEOID18
 HA1060  DYNAMIC HEIGHT  -        119.063 (meters)      390.63  (feet) COMP
 HA1060  MODELED GRAVITY -    979,941.2   (mgal)                       NAVD 88
 HA1060
 HA1060  VERT ORDER      -  FIRST     CLASS II
 HA1060
 HA1060.The horizontal coordinates were established by autonomous hand held GPS
 HA1060.observations and have an estimated accuracy of +/- 10 meters.
 HA1060
 HA1060.The orthometric height was determined by differential leveling and
 HA1060.adjusted by the NATIONAL GEODETIC SURVEY
 HA1060.in June 1991.
 HA1060
 HA1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1060.GEOID18 height accuracy estimate available here.
 HA1060
 HA1060.Click photographs - Photos may exist for this station.
 HA1060
 HA1060.The dynamic height is computed by dividing the NAVD 88
 HA1060.geopotential number by the normal gravity value computed on the
 HA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1060.degrees latitude (g = 980.6199 gals.).
 HA1060
 HA1060.The modeled gravity was interpolated from observed gravity values.
 HA1060
 HA1060;                    North         East    Units  Estimated Accuracy
 HA1060;SPC IN W     -   305,507.      859,798.      MT  (+/- 10 meters HH2 GPS)
 HA1060
 HA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5249605866(NAD 83)
 HA1060
 HA1060                          SUPERSEDED SURVEY CONTROL
 HA1060
 HA1060  NGVD 29 (??/??/92)  119.240  (m)          391.21   (f) ADJ UNCH    1 2
 HA1060
 HA1060.Superseded values are not recommended for survey control.
 HA1060
 HA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1060.See file dsdata.pdf to determine how the superseded data were derived.
 HA1060
 HA1060_MARKER: DB = BENCH MARK DISK
 HA1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1060_SP_SET: ABUTMENT
 HA1060_STAMPING: Z 316 1965
 HA1060_MARK LOGO: CGS
 HA1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1060
 HA1060  HISTORY     - Date     Condition        Report By
 HA1060  HISTORY     - 1965     MONUMENTED       CGS
 HA1060  HISTORY     - 1985     GOOD             NGS
 HA1060  HISTORY     - 1987     GOOD             USPSQD
 HA1060  HISTORY     - 19950711 GOOD             USPSQD
 HA1060  HISTORY     - 19981107 GOOD             USPSQD
 HA1060  HISTORY     - 20151229 GOOD             GEOCAC
 HA1060
 HA1060                          STATION DESCRIPTION
 HA1060
 HA1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1060'2.7 MI NE FROM EVANSVILLE.
 HA1060'ABOUT 0.15 MILES SOUTHEAST ALONG 2ND STREET NORTHWEST FROM THE
 HA1060'POST OFFICE AT EVANSVILLE, THENCE 0.75 MILE NORTHEAST ALONG
 HA1060'MAIN STREET, THENCE 0.3 MILE EAST ALONG DIVISION STREET, THENCE
 HA1060'1.5 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD, SET IN
 HA1060'THE CENTER OF THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HA1060'CONCRETE ABUTMENT OF THE DIAMOND AVENUE OVERPASS, 46 FEET
 HA1060'NORTHEAST OF THE CENTER OF THE OVERPASS, 7 FEET SOUTHEAST OF THE
 HA1060'SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 6 INCHES BELOW THE
 HA1060'LEVEL OF THE TRACK.  NOTE-- THE NEW YORK CENTRAL RAILROAD IS NOW
 HA1060'THE PENN CENTRAL COMPANY.
 HA1060
 HA1060                          STATION RECOVERY (1985)
 HA1060
 HA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1060'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN EVANSVULLE,
 HA1060'AT THE INTERSECTION OF DIAMOND AVENUE AND THE CONRAIL RAILROAD.
 HA1060
 HA1060                          STATION RECOVERY (1987)
 HA1060
 HA1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1060'RECOVERED IN GOOD CONDITION.
 HA1060
 HA1060                          STATION RECOVERY (1995)
 HA1060
 HA1060'RECOVERY NOTE BY US POWER SQUADRON 1995
 HA1060'RECOVERED IN GOOD CONDITION.
 HA1060
 HA1060                          STATION RECOVERY (1998)
 HA1060
 HA1060'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1060'RECOVERED IN GOOD CONDITION.
 HA1060
 HA1060                          STATION RECOVERY (2015)
 HA1060
 HA1060'RECOVERY NOTE BY GEOCACHING 2015 (DSA)
 HA1060'MARK FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1116 ***********************************************************************
 JA1116  DESIGNATION -  Z 317
 JA1116  PID         -  JA1116
 JA1116  STATE/COUNTY-  IN/SPENCER
 JA1116  COUNTRY     -  US
 JA1116  USGS QUAD   -  CHRISNEY (2019)
 JA1116
 JA1116                         *CURRENT SURVEY CONTROL
 JA1116  ______________________________________________________________________
 JA1116* NAD 83(1986) POSITION- 38 02 01.     (N) 087 02 12.     (W)   SCALED
 JA1116* NAVD 88 ORTHO HEIGHT -   122.031 (meters)      400.36  (feet) ADJUSTED
 JA1116  ______________________________________________________________________
 JA1116  GEOID HEIGHT    -        -31.460 (meters)                     GEOID18
 JA1116  DYNAMIC HEIGHT  -        121.950 (meters)      400.10  (feet) COMP
 JA1116  MODELED GRAVITY -    979,964.6   (mgal)                       NAVD 88
 JA1116
 JA1116  VERT ORDER      -  FIRST     CLASS II
 JA1116
 JA1116.The horizontal coordinates were scaled from a map and have
 JA1116.an estimated accuracy of +/- 6 seconds.
 JA1116
 JA1116.The orthometric height was determined by differential leveling and
 JA1116.adjusted by the NATIONAL GEODETIC SURVEY
 JA1116.in June 1991.
 JA1116
 JA1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1116.GEOID18 height accuracy estimate available here.
 JA1116
 JA1116.Click photographs - Photos may exist for this station.
 JA1116
 JA1116.The dynamic height is computed by dividing the NAVD 88
 JA1116.geopotential number by the normal gravity value computed on the
 JA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1116.degrees latitude (g = 980.6199 gals.).
 JA1116
 JA1116.The modeled gravity was interpolated from observed gravity values.
 JA1116
 JA1116;                    North         East    Units  Estimated Accuracy
 JA1116;SPC IN W     -   309,230.      904,100.      MT  (+/- 180 meters Scaled)
 JA1116
 JA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH967095(NAD 83)
 JA1116
 JA1116                          SUPERSEDED SURVEY CONTROL
 JA1116
 JA1116  NGVD 29 (??/??/92)  122.134  (m)          400.70   (f) ADJ UNCH    1 2
 JA1116
 JA1116.Superseded values are not recommended for survey control.
 JA1116
 JA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1116.See file dsdata.pdf to determine how the superseded data were derived.
 JA1116
 JA1116_MARKER: DB = BENCH MARK DISK
 JA1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1116_SP_SET: BRIDGE
 JA1116_STAMPING: Z 317 1965
 JA1116_MARK LOGO: CGS
 JA1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1116
 JA1116  HISTORY     - Date     Condition        Report By
 JA1116  HISTORY     - 1965     MONUMENTED       CGS
 JA1116
 JA1116                          STATION DESCRIPTION
 JA1116
 JA1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1116'1.2 MI N FROM CHRISNEY.
 JA1116'ABOUT 1.15 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 JA1116'OFFICE AT CHRISNEY, IN SECTION 35, T 5 S, R 6 W, 0.4 MILE NORTH
 JA1116'OF MILEPOST 10, 228 FEET EAST OF THE EAST RAIL, 51 FEET NORTH OF
 JA1116'THE EXTENDED CENTER LINE OF A GRAVELED ROAD, 15 FEET WEST OF THE
 JA1116'CENTER LINE OF U.S. HIGHWAY 231, SET IN THE TOP OF THE SOUTHWEST
 JA1116'CONCRETE WINGWALL OF A HIGHWAY BRIDGE, ABOUT LEVEL WITH THE
 JA1116'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HB0109 ***********************************************************************
 HB0109  DESIGNATION -  Z 318
 HB0109  PID         -  HB0109
 HB0109  STATE/COUNTY-  IN/POSEY
 HB0109  COUNTRY     -  US
 HB0109  USGS QUAD   -  WABASH ISLAND (2019)
 HB0109
 HB0109                         *CURRENT SURVEY CONTROL
 HB0109  ______________________________________________________________________
 HB0109* NAD 83(1986) POSITION- 37 49 05.     (N) 088 00 11.     (W)   SCALED
 HB0109* NAVD 88 ORTHO HEIGHT -   108.632 (meters)      356.40  (feet) ADJUSTED
 HB0109  ______________________________________________________________________
 HB0109  GEOID HEIGHT    -        -30.253 (meters)                     GEOID18
 HB0109  DYNAMIC HEIGHT  -        108.557 (meters)      356.16  (feet) COMP
 HB0109  MODELED GRAVITY -    979,939.1   (mgal)                       NAVD 88
 HB0109
 HB0109  VERT ORDER      -  FIRST     CLASS II
 HB0109
 HB0109.The horizontal coordinates were scaled from a map and have
 HB0109.an estimated accuracy of +/- 6 seconds.
 HB0109
 HB0109.The orthometric height was determined by differential leveling and
 HB0109.adjusted by the NATIONAL GEODETIC SURVEY
 HB0109.in June 1991.
 HB0109
 HB0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 HB0109.GEOID18 height accuracy estimate available here.
 HB0109
 HB0109.Click photographs - Photos may exist for this station.
 HB0109
 HB0109.The dynamic height is computed by dividing the NAVD 88
 HB0109.geopotential number by the normal gravity value computed on the
 HB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0109.degrees latitude (g = 980.6199 gals.).
 HB0109
 HB0109.The modeled gravity was interpolated from observed gravity values.
 HB0109
 HB0109;                    North         East    Units  Estimated Accuracy
 HB0109;SPC IN W     -   285,700.      819,020.      MT  (+/- 180 meters Scaled)
 HB0109
 HB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117861(NAD 83)
 HB0109
 HB0109                          SUPERSEDED SURVEY CONTROL
 HB0109
 HB0109  NGVD 29 (11/26/84)  108.736  (m)          356.74   (f) ADJUSTED    1 2
 HB0109
 HB0109.Superseded values are not recommended for survey control.
 HB0109
 HB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0109.See file dsdata.pdf to determine how the superseded data were derived.
 HB0109
 HB0109_MARKER: DB = BENCH MARK DISK
 HB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0109_STAMPING: Z 318 1965
 HB0109_MARK LOGO: CGS
 HB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0109+STABILITY: SURFACE MOTION
 HB0109
 HB0109  HISTORY     - Date     Condition        Report By
 HB0109  HISTORY     - 1965     MONUMENTED       CGS
 HB0109
 HB0109                          STATION DESCRIPTION
 HB0109
 HB0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0109'2.9 MI W FROM HOVEY LAKE.
 HB0109'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE FISH AND
 HB0109'GAME COMMISSION OFFICE BUILDING AT HOVER LAKE, THENCE 2.5 MILES
 HB0109'WEST ALONG A GRAVELED ROAD, IN SECTION 20, T 8 S, R 14 W, ABOUT
 HB0109'1.05 MILES WEST OF THE JUNCTION OF A ROAD LEADING SOUTH TO A DAM
 HB0109'SITE, 86 FEET WEST-SOUTHWEST OF THE CENTER OF A ROAD JUNCTION, 70
 HB0109'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 46 FEET SOUTH
 HB0109'OF THE CENTER LINE OF A GRAVELED ROAD WHICH MARKES A CURVE TO THE
 HB0109'NORTHWEST, 129 FEET WEST AND ACROSS A GRAVELED ROAD LEADING SOUTH
 HB0109'FROM POWER POLE NUMBER 39963, 40 FEET SOUTHWEST OF A 24-INCH OAK
 HB0109'TREE, 13 1/2 FEET WEST OF A 14-INCH OAK TREE BEARING A TRIANGULAR
 HB0109'BLAZE ON THE EAST SIDE, 2.3 FEET SOUTH OF A METAL WITNESS POST,
 HB0109'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 HB0109'CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0816 ***********************************************************************
 HZ0816  DESIGNATION -  Z 319
 HZ0816  PID         -  HZ0816
 HZ0816  STATE/COUNTY-  IN/SWITZERLAND
 HZ0816  COUNTRY     -  US
 HZ0816  USGS QUAD   -  FLORENCE (2019)
 HZ0816
 HZ0816                         *CURRENT SURVEY CONTROL
 HZ0816  ______________________________________________________________________
 HZ0816* NAD 83(1986) POSITION- 38 46 54.     (N) 084 58 11.     (W)   SCALED
 HZ0816* NAVD 88 ORTHO HEIGHT -   142.713 (meters)      468.22  (feet) ADJUSTED
 HZ0816  ______________________________________________________________________
 HZ0816  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 HZ0816  DYNAMIC HEIGHT  -        142.622 (meters)      467.92  (feet) COMP
 HZ0816  MODELED GRAVITY -    979,991.4   (mgal)                       NAVD 88
 HZ0816
 HZ0816  VERT ORDER      -  FIRST     CLASS II
 HZ0816
 HZ0816.The horizontal coordinates were scaled from a map and have
 HZ0816.an estimated accuracy of +/- 6 seconds.
 HZ0816
 HZ0816.The orthometric height was determined by differential leveling and
 HZ0816.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0816.in June 1991.
 HZ0816
 HZ0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0816.GEOID18 height accuracy estimate available here.
 HZ0816
 HZ0816.Click photographs - Photos may exist for this station.
 HZ0816
 HZ0816.The dynamic height is computed by dividing the NAVD 88
 HZ0816.geopotential number by the normal gravity value computed on the
 HZ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0816.degrees latitude (g = 980.6199 gals.).
 HZ0816
 HZ0816.The modeled gravity was interpolated from observed gravity values.
 HZ0816
 HZ0816;                    North         East    Units  Estimated Accuracy
 HZ0816;SPC IN E     -   392,490.      160,560.      MT  (+/- 180 meters Scaled)
 HZ0816
 HZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH763945(NAD 83)
 HZ0816
 HZ0816                          SUPERSEDED SURVEY CONTROL
 HZ0816
 HZ0816  NGVD 29 (??/??/92)  142.902  (m)          468.84   (f) ADJ UNCH    1 2
 HZ0816
 HZ0816.Superseded values are not recommended for survey control.
 HZ0816
 HZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0816.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0816
 HZ0816_MARKER: DB = BENCH MARK DISK
 HZ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0816_STAMPING: Z 319 1965
 HZ0816_MARK LOGO: CGS
 HZ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0816+STABILITY: SURFACE MOTION
 HZ0816
 HZ0816  HISTORY     - Date     Condition        Report By
 HZ0816  HISTORY     - 1965     MONUMENTED       CGS
 HZ0816
 HZ0816                          STATION DESCRIPTION
 HZ0816
 HZ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0816'2.5 MI W FROM FLORENCE.
 HZ0816'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 HZ0816'OFFICE AT FLORENCE, IN SECTION 2, T 1 N, R 2 N, ABOUT 0.1 MILE
 HZ0816'WEST OF THE HASTIE CEMETERY, 50 FEET SOUTH OF THE CENTER LINE
 HZ0816'OF THE HIGHWAY, 9 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 HZ0816'FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 HZ0816'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HZ0816'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0765 ***********************************************************************
 LB0765  DESIGNATION -  Z 32
 LB0765  PID         -  LB0765
 LB0765  STATE/COUNTY-  IN/MONTGOMERY
 LB0765  COUNTRY     -  US
 LB0765  USGS QUAD   -  CRAWFORDSVILLE (2019)
 LB0765
 LB0765                         *CURRENT SURVEY CONTROL
 LB0765  ______________________________________________________________________
 LB0765* NAD 83(1986) POSITION- 40 02 06.     (N) 086 53 08.     (W)   SCALED
 LB0765* NAVD 88 ORTHO HEIGHT -   240.055 (meters)      787.58  (feet) ADJUSTED
 LB0765  ______________________________________________________________________
 LB0765  GEOID HEIGHT    -        -33.428 (meters)                     GEOID18
 LB0765  DYNAMIC HEIGHT  -        239.926 (meters)      787.16  (feet) COMP
 LB0765  MODELED GRAVITY -    980,079.7   (mgal)                       NAVD 88
 LB0765
 LB0765  VERT ORDER      -  SECOND    CLASS 0
 LB0765
 LB0765.The horizontal coordinates were scaled from a map and have
 LB0765.an estimated accuracy of +/- 6 seconds.
 LB0765
 LB0765.The orthometric height was determined by differential leveling and
 LB0765.adjusted by the NATIONAL GEODETIC SURVEY
 LB0765.in June 1991.
 LB0765
 LB0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0765.GEOID18 height accuracy estimate available here.
 LB0765
 LB0765.Click photographs - Photos may exist for this station.
 LB0765
 LB0765.The dynamic height is computed by dividing the NAVD 88
 LB0765.geopotential number by the normal gravity value computed on the
 LB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0765.degrees latitude (g = 980.6199 gals.).
 LB0765
 LB0765.The modeled gravity was interpolated from observed gravity values.
 LB0765
 LB0765;                    North         East    Units  Estimated Accuracy
 LB0765;SPC IN W     -   531,420.      916,880.      MT  (+/- 180 meters Scaled)
 LB0765
 LB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK097316(NAD 83)
 LB0765
 LB0765                          SUPERSEDED SURVEY CONTROL
 LB0765
 LB0765  NGVD 29 (??/??/92)  240.153  (m)          787.90   (f) ADJ UNCH    2 0
 LB0765
 LB0765.Superseded values are not recommended for survey control.
 LB0765
 LB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0765.See file dsdata.pdf to determine how the superseded data were derived.
 LB0765
 LB0765_MARKER: DB = BENCH MARK DISK
 LB0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0765_STAMPING: Z 32 1934
 LB0765_MARK LOGO: CGS
 LB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0765+STABILITY: SURFACE MOTION
 LB0765
 LB0765  HISTORY     - Date     Condition        Report By
 LB0765  HISTORY     - 1934     MONUMENTED       CGS
 LB0765  HISTORY     - 1957     MARK NOT FOUND   USGS
 LB0765
 LB0765                          STATION DESCRIPTION
 LB0765
 LB0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB0765'AT CRAWFORDSVILLE.
 LB0765'AT CRAWFORDSVILLE, MONTGOMERY COUNTY, AT THE TRIANGLE FORMED
 LB0765'BY THE INTERSECTION OF THE PENNSYLVANIA RAILROAD, THE CHICAGO,
 LB0765'INDIANAPOLIS AND LOUISVILLE RAILWAY, AND THE CLEVELAND, CINCINNATI,
 LB0765'CHICAGO AND ST. LOUIS RAILWAY, IN THE NORTHWEST ANGLE OF THE
 LB0765'CROSSING OF THE PENNSYVLANIA RAILROAD AND THE CHICAGO, INDIANAPOLIS
 LB0765'AND LOUISVILLE RAILWAY, 21 YARDS NORTH OF THE CENTER OF THE
 LB0765'CROSSING, AND 3-1/2 YARDS WEST OF THE WEST RAIL OF THE P.R.R.
 LB0765'TRACK.  A STANDARD DISK, STAMPED Z 32 1934 AND SET IN THE TOP OF A
 LB0765'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LB0765
 LB0765                          STATION RECOVERY (1957)
 LB0765
 LB0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LB0765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ0990 ***********************************************************************
 HZ0990  DESIGNATION -  Z 320
 HZ0990  PID         -  HZ0990
 HZ0990  STATE/COUNTY-  IN/JEFFERSON
 HZ0990  COUNTRY     -  US
 HZ0990  USGS QUAD   -  CLIFTY FALLS (2019)
 HZ0990
 HZ0990                         *CURRENT SURVEY CONTROL
 HZ0990  ______________________________________________________________________
 HZ0990* NAD 83(1986) POSITION- 38 45 41.     (N) 085 23 55.     (W)   SCALED
 HZ0990* NAVD 88 ORTHO HEIGHT -   266.162 (meters)      873.23  (feet) ADJUSTED
 HZ0990  ______________________________________________________________________
 HZ0990  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 HZ0990  DYNAMIC HEIGHT  -        265.986 (meters)      872.66  (feet) COMP
 HZ0990  MODELED GRAVITY -    979,958.7   (mgal)                       NAVD 88
 HZ0990
 HZ0990  VERT ORDER      -  FIRST     CLASS II
 HZ0990
 HZ0990.The horizontal coordinates were scaled from a map and have
 HZ0990.an estimated accuracy of +/- 6 seconds.
 HZ0990
 HZ0990.The orthometric height was determined by differential leveling and
 HZ0990.adjusted by the NATIONAL GEODETIC SURVEY
 HZ0990.in June 1991.
 HZ0990
 HZ0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ0990.GEOID18 height accuracy estimate available here.
 HZ0990
 HZ0990.Click photographs - Photos may exist for this station.
 HZ0990
 HZ0990.The dynamic height is computed by dividing the NAVD 88
 HZ0990.geopotential number by the normal gravity value computed on the
 HZ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0990.degrees latitude (g = 980.6199 gals.).
 HZ0990
 HZ0990.The modeled gravity was interpolated from observed gravity values.
 HZ0990
 HZ0990;                    North         East    Units  Estimated Accuracy
 HZ0990;SPC IN E     -   390,040.      123,300.      MT  (+/- 180 meters Scaled)
 HZ0990
 HZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH391915(NAD 83)
 HZ0990
 HZ0990                          SUPERSEDED SURVEY CONTROL
 HZ0990
 HZ0990  NGVD 29 (??/??/92)  266.326  (m)          873.77   (f) ADJ UNCH    1 2
 HZ0990
 HZ0990.Superseded values are not recommended for survey control.
 HZ0990
 HZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0990.See file dsdata.pdf to determine how the superseded data were derived.
 HZ0990
 HZ0990_MARKER: DB = BENCH MARK DISK
 HZ0990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ0990_SP_SET: CULVERT HEADWALL
 HZ0990_STAMPING: Z 320 1965
 HZ0990_MARK LOGO: CGS
 HZ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0990+STABILITY: SURFACE MOTION
 HZ0990
 HZ0990  HISTORY     - Date     Condition        Report By
 HZ0990  HISTORY     - 1965     MONUMENTED       CGS
 HZ0990
 HZ0990                          STATION DESCRIPTION
 HZ0990
 HZ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ0990'AT NORTH MADISON.
 HZ0990'AT NORTH MADISON, ALONG THE PENNSYLVANIA RAILROAD, OR ABOUT 1.1
 HZ0990'MILES WEST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT MADISON,
 HZ0990'THENCE 1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD, 120
 HZ0990'FEET SOUTH OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 7,
 HZ0990'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 HZ0990'OF A 36-INCH CORRUGATED METAL CULVERT, 51 FEET WEST OF THE WEST
 HZ0990'RAIL OF THE MAIN TRACK, 18 FEET WEST OF THE CENTER LINE OF ALLEN
 HZ0990'STREET, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1728 ***********************************************************************
 HZ1728  DESIGNATION -  Z 321
 HZ1728  PID         -  HZ1728
 HZ1728  STATE/COUNTY-  IN/CLARK
 HZ1728  COUNTRY     -  US
 HZ1728  USGS QUAD   -  NEW WASHINGTON (2019)
 HZ1728
 HZ1728                         *CURRENT SURVEY CONTROL
 HZ1728  ______________________________________________________________________
 HZ1728* NAD 83(2011) POSITION- 38 30 12.95060(N) 085 33 04.04413(W)   ADJUSTED
 HZ1728* NAD 83(2011) ELLIP HT-   177.259 (meters)        (10/06/17)   ADJUSTED
 HZ1728* NAD 83(2011) EPOCH   -  2010.00
 HZ1728* NAVD 88 ORTHO HEIGHT -   210.898 (meters)      691.92  (feet) ADJUSTED
 HZ1728  ______________________________________________________________________
 HZ1728  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 HZ1728  NAD 83(2011) X  -    387,689.436 (meters)                     COMP
 HZ1728  NAD 83(2011) Y  - -4,982,900.322 (meters)                     COMP
 HZ1728  NAD 83(2011) Z  -  3,949,452.262 (meters)                     COMP
 HZ1728  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 HZ1728  DYNAMIC HEIGHT  -        210.756 (meters)      691.46  (feet) COMP
 HZ1728  MODELED GRAVITY -    979,952.7   (mgal)                       NAVD 88
 HZ1728
 HZ1728  VERT ORDER      -  FIRST     CLASS II
 HZ1728
 HZ1728  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HZ1728  Standards:
 HZ1728         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HZ1728            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HZ1728  -------------------------------------------------------------------
 HZ1728  NETWORK    0.46   1.12           0.20   0.17   0.57      0.03202504
 HZ1728  -------------------------------------------------------------------
 HZ1728  Click here for local accuracies and other accuracy information.
 HZ1728
 HZ1728.The horizontal coordinates were established by GPS observations
 HZ1728.and adjusted by the INDIANA DEPT OF TRANSP in October 2017.
 HZ1728
 HZ1728.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HZ1728.been affixed to the stable North American tectonic plate. See 
 HZ1728.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HZ1728
 HZ1728.The horizontal coordinates are valid at the epoch date displayed above
 HZ1728.which is a decimal equivalence of Year/Month/Day.
 HZ1728
 HZ1728.The orthometric height was determined by differential leveling and
 HZ1728.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1728.in June 1991.
 HZ1728
 HZ1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1728.GEOID18 height accuracy estimate available here.
 HZ1728
 HZ1728.Click photographs - Photos may exist for this station.
 HZ1728
 HZ1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1728
 HZ1728.The Laplace correction was computed from DEFLEC18 derived deflections.
 HZ1728
 HZ1728.The ellipsoidal height was determined by GPS observations
 HZ1728.and is referenced to NAD 83.
 HZ1728
 HZ1728.The dynamic height is computed by dividing the NAVD 88
 HZ1728.geopotential number by the normal gravity value computed on the
 HZ1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1728.degrees latitude (g = 980.6199 gals.).
 HZ1728
 HZ1728.The modeled gravity was interpolated from observed gravity values.
 HZ1728
 HZ1728. The following values were computed from the NAD 83(2011) position.
 HZ1728
 HZ1728;                    North         East     Units Scale Factor Converg.
 HZ1728;SPC IN E     -   361,398.429   110,078.326   MT  0.99996792   +0 04 19.0
 HZ1728;SPC IN E     - 1,185,688.01    361,148.64   sFT  0.99996792   +0 04 19.0
 HZ1728;UTM  16      - 4,262,687.181   626,335.737   MT  0.99979655   +0 54 07.7
 HZ1728
 HZ1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1728!SPC IN E     -   0.99997219  x   0.99996792  =   0.99994011
 HZ1728!UTM  16      -   0.99997219  x   0.99979655  =   0.99976874
 HZ1728
 HZ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2633562687(NAD 83)
 HZ1728
 HZ1728                          SUPERSEDED SURVEY CONTROL
 HZ1728
 HZ1728  NGVD 29 (??/??/92)  211.055  (m)          692.44   (f) ADJ UNCH    1 2
 HZ1728
 HZ1728.Superseded values are not recommended for survey control.
 HZ1728
 HZ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1728.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1728
 HZ1728_MARKER: DB = BENCH MARK DISK
 HZ1728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HZ1728_SP_SET: CULVERT HEADWALL
 HZ1728_STAMPING: Z 321 1965
 HZ1728_MARK LOGO: CGS
 HZ1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1728+STABILITY: SURFACE MOTION
 HZ1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1728+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2019
 HZ1728
 HZ1728  HISTORY     - Date     Condition        Report By
 HZ1728  HISTORY     - 1965     MONUMENTED       CGS
 HZ1728  HISTORY     - 20130717 GOOD             INDOT
 HZ1728  HISTORY     - 20190915 GOOD             USPSQD
 HZ1728
 HZ1728                          STATION DESCRIPTION
 HZ1728
 HZ1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1728'4.4 MI S FROM NEW WASHINGTON.
 HZ1728'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 HZ1728'SCHOOLHOUSE AT NEW WASHINGTON, 26 FEET NORTHWEST OF THE CENTER
 HZ1728'LINE OF THE HIGHWAY SET IN THE TOP OF THE NORTHEAST END OF THE
 HZ1728'NORTHWEST HEADWALL OF A CONCRETE CULVERT, ABOUT 1 1/2 FEET BELOW
 HZ1728'THE LEVEL OF THE HIGHWAY.
 HZ1728
 HZ1728                          STATION RECOVERY (2013)
 HZ1728
 HZ1728'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2013 (BR)
 HZ1728'THE STATION IS LOCATED ABOUT 6.9 MI (11.0 KM) EAST-SOUTHEAST OF
 HZ1728'OTISCO, 4.1 MI (6.6 KM) SOUTH OF NEW WASHINGTON AND 3.2 MI (5.1 KM)
 HZ1728'NORTH OF OWEN.
 HZ1728'
 HZ1728'TO REACH FROM THE INTERSECTION OF STATE ROAD 3 (AKA MARKET STREET) AND
 HZ1728'STATE ROAD 62 IN CHARLESTOWN, TRAVEL 7.4 MI (11.9 KM) NORTHEAST ON
 HZ1728'STATE ROAD 62 TO THE MONUMENT ON THE LEFT (NORTHWEST).
 HZ1728'
 HZ1728'STATION IS LOCATED 25 FT (7.6 M) NORTHEAST OF THE CENTERLINE ON THE
 HZ1728'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, ABOUT
 HZ1728'1.5 FT (0.5 M) BELOW THE LEVEL OF THE ROAD, 66 FEET (20.1 M) NORTH OF
 HZ1728'A PRIVATE DRIVE FOR 18909 STATE ROAD 62, 68 FT (20.7 M) NORTH OF A
 HZ1728'JOINT POWER POLE AND TELEPHONE POLE WITH A 16908 SIGN.
 HZ1728
 HZ1728                          STATION RECOVERY (2019)
 HZ1728
 HZ1728'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 HZ1728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1639 ***********************************************************************
 HZ1639  DESIGNATION -  Z 322
 HZ1639  PID         -  HZ1639
 HZ1639  STATE/COUNTY-  IN/CLARK
 HZ1639  COUNTRY     -  US
 HZ1639  USGS QUAD   -  NEW ALBANY (2019)
 HZ1639
 HZ1639                         *CURRENT SURVEY CONTROL
 HZ1639  ______________________________________________________________________
 HZ1639* NAD 83(1986) POSITION- 38 18 08.     (N) 085 46 55.     (W)   SCALED
 HZ1639* NAVD 88 ORTHO HEIGHT -   136.813 (meters)      448.86  (feet) ADJUSTED
 HZ1639  ______________________________________________________________________
 HZ1639  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 HZ1639  DYNAMIC HEIGHT  -        136.721 (meters)      448.56  (feet) COMP
 HZ1639  MODELED GRAVITY -    979,954.2   (mgal)                       NAVD 88
 HZ1639
 HZ1639  VERT ORDER      -  FIRST     CLASS II
 HZ1639
 HZ1639.The horizontal coordinates were scaled from a map and have
 HZ1639.an estimated accuracy of +/- 6 seconds.
 HZ1639
 HZ1639.The orthometric height was determined by differential leveling and
 HZ1639.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1639.in June 1991.
 HZ1639
 HZ1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1639.GEOID18 height accuracy estimate available here.
 HZ1639
 HZ1639.Click photographs - Photos may exist for this station.
 HZ1639
 HZ1639.The dynamic height is computed by dividing the NAVD 88
 HZ1639.geopotential number by the normal gravity value computed on the
 HZ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1639.degrees latitude (g = 980.6199 gals.).
 HZ1639
 HZ1639.The modeled gravity was interpolated from observed gravity values.
 HZ1639
 HZ1639;                    North         East    Units  Estimated Accuracy
 HZ1639;SPC IN E     -   339,050.       89,920.      MT  (+/- 180 meters Scaled)
 HZ1639
 HZ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH065400(NAD 83)
 HZ1639
 HZ1639                          SUPERSEDED SURVEY CONTROL
 HZ1639
 HZ1639  NGVD 29 (??/??/92)  136.962  (m)          449.35   (f) ADJ UNCH    1 2
 HZ1639
 HZ1639.Superseded values are not recommended for survey control.
 HZ1639
 HZ1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1639.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1639
 HZ1639_MARKER: DB = BENCH MARK DISK
 HZ1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1639_SP_SET: FOOTING
 HZ1639_STAMPING: Z 322 1965
 HZ1639_MARK LOGO: CGS
 HZ1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1639
 HZ1639  HISTORY     - Date     Condition        Report By
 HZ1639  HISTORY     - 1965     MONUMENTED       CGS
 HZ1639
 HZ1639                          STATION DESCRIPTION
 HZ1639
 HZ1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1639'1.8 MI NE FROM NEW ALBANY.
 HZ1639'ABOUT 0.15 MILE NORTHWEST ALONG VINCENNES STREET AND U.S. HIGHWAY
 HZ1639'460 AND STATE HIGHWAY 62 FROM THE BALTIMORE AND OHIO RAILROAD
 HZ1639'STATION AT NEW ALBANY, THENCE 1.65 MILES NORTHEAST ALONG U.S.
 HZ1639'HIGHWAY 460 AND STATE HIGHWAY 62, AT A HIGHWAY OVERPASS, 31 FEET
 HZ1639'SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE
 HZ1639'HIGHWAY, SET IN THE TOP OF THE CONCRETE FOOTING MIDWAY BETWEEN
 HZ1639'THE TWO WEST PILLARS OF THE FIRST SET OF PILLARS NORTH FROM THE
 HZ1639'SOUTH END OF THE OVERPASS, 8 1/2 FEET EAST OF THE WEST END OF THE
 HZ1639'CONCRETE FOOTING, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HZ1639'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0441 ***********************************************************************
 JA0441  DESIGNATION -  Z 323
 JA0441  PID         -  JA0441
 JA0441  STATE/COUNTY-  IN/HARRISON
 JA0441  COUNTRY     -  US
 JA0441  USGS QUAD   -  ROCK HAVEN (2019)
 JA0441
 JA0441                         *CURRENT SURVEY CONTROL
 JA0441  ______________________________________________________________________
 JA0441* NAD 83(1986) POSITION- 37 59 58.     (N) 086 00 24.     (W)   SCALED
 JA0441* NAVD 88 ORTHO HEIGHT -   117.894 (meters)      386.79  (feet) ADJUSTED
 JA0441  ______________________________________________________________________
 JA0441  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JA0441  DYNAMIC HEIGHT  -        117.810 (meters)      386.52  (feet) COMP
 JA0441  MODELED GRAVITY -    979,917.0   (mgal)                       NAVD 88
 JA0441
 JA0441  VERT ORDER      -  FIRST     CLASS II
 JA0441
 JA0441.The horizontal coordinates were scaled from a map and have
 JA0441.an estimated accuracy of +/- 6 seconds.
 JA0441
 JA0441.The orthometric height was determined by differential leveling and
 JA0441.adjusted by the NATIONAL GEODETIC SURVEY
 JA0441.in June 1991.
 JA0441
 JA0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0441.GEOID18 height accuracy estimate available here.
 JA0441
 JA0441.Click photographs - Photos may exist for this station.
 JA0441
 JA0441.The dynamic height is computed by dividing the NAVD 88
 JA0441.geopotential number by the normal gravity value computed on the
 JA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0441.degrees latitude (g = 980.6199 gals.).
 JA0441
 JA0441.The modeled gravity was interpolated from observed gravity values.
 JA0441
 JA0441;                    North         East    Units  Estimated Accuracy
 JA0441;SPC IN E     -   305,490.       70,140.      MT  (+/- 180 meters Scaled)
 JA0441
 JA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH872062(NAD 83)
 JA0441
 JA0441                          SUPERSEDED SURVEY CONTROL
 JA0441
 JA0441  NGVD 29 (??/??/92)  118.02   (m)          387.2    (f) COMPUTED    1 2
 JA0441
 JA0441.Superseded values are not recommended for survey control.
 JA0441
 JA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0441.See file dsdata.pdf to determine how the superseded data were derived.
 JA0441
 JA0441_MARKER: DB = BENCH MARK DISK
 JA0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA0441_SP_SET: WALL
 JA0441_STAMPING: Z 323 1965
 JA0441_MARK LOGO: CGS
 JA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0441+STABILITY: SURFACE MOTION
 JA0441
 JA0441  HISTORY     - Date     Condition        Report By
 JA0441  HISTORY     - 1965     MONUMENTED       CGS
 JA0441
 JA0441                          STATION DESCRIPTION
 JA0441
 JA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0441'2 MI SW FROM EVANS LANDING.
 JA0441'0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE PRESBYTERIAN
 JA0441'CHURCH AT EVANS LANDING, THENCE 1.7 MILES WEST ALONG STATE
 JA0441'HIGHWAY 111, THENCE 0.1 MILE EAST ALONG THE ACCESS ROAD TO THE
 JA0441'ARMY ENGINEERS LOCK AND DAM NUMBER 43 OPERATIONS BUILDING,
 JA0441'THENCE 0.1 MILE SOUTHEAST ALONG THE ACCESS ROAD TO THE DAM AND
 JA0441'LOCKS, SET IN THE TOP AND NEAR THE WEST END OF THE NORTH CONCRETE
 JA0441'WALL OF THE LOCKS, 96 FEET EAST OF THE WEST END OF THE ENTRANCE
 JA0441'TO THE LOCKS, 66 FEET EAST OF THE NORTH END OF THE WEST GATE OF
 JA0441'THE LOCKS, 6 FEET EAST OF THE ENGINEERS 600 FOOT MARK WHICH IS
 JA0441'PAINTED ON THE PAVEMENT, 3 1/2 FEET SOUTHWEST OF THE WEST SIGNAL
 JA0441'LIGHT POST ON THE LOCK, AND 4 FEET NORTH OF THE SOUTH FACE OF
 JA0441'THE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0489 ***********************************************************************
 JA0489  DESIGNATION -  Z 324
 JA0489  PID         -  JA0489
 JA0489  STATE/COUNTY-  IN/HARRISON
 JA0489  COUNTRY     -  US
 JA0489  USGS QUAD   -  LEAVENWORTH (2019)
 JA0489
 JA0489                         *CURRENT SURVEY CONTROL
 JA0489  ______________________________________________________________________
 JA0489* NAD 83(1986) POSITION- 38 10 26.     (N) 086 16 46.     (W)   SCALED
 JA0489* NAVD 88 ORTHO HEIGHT -   244.770 (meters)      803.05  (feet) ADJUSTED
 JA0489  ______________________________________________________________________
 JA0489  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 JA0489  DYNAMIC HEIGHT  -        244.596 (meters)      802.48  (feet) COMP
 JA0489  MODELED GRAVITY -    979,913.7   (mgal)                       NAVD 88
 JA0489
 JA0489  VERT ORDER      -  FIRST     CLASS II
 JA0489
 JA0489.The horizontal coordinates were scaled from a map and have
 JA0489.an estimated accuracy of +/- 6 seconds.
 JA0489
 JA0489.The orthometric height was determined by differential leveling and
 JA0489.adjusted by the NATIONAL GEODETIC SURVEY
 JA0489.in June 1991.
 JA0489
 JA0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0489.GEOID18 height accuracy estimate available here.
 JA0489
 JA0489.Click photographs - Photos may exist for this station.
 JA0489
 JA0489.The dynamic height is computed by dividing the NAVD 88
 JA0489.geopotential number by the normal gravity value computed on the
 JA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0489.degrees latitude (g = 980.6199 gals.).
 JA0489
 JA0489.The modeled gravity was interpolated from observed gravity values.
 JA0489
 JA0489;                    North         East    Units  Estimated Accuracy
 JA0489;SPC IN E     -   324,970.       46,310.      MT  (+/- 180 meters Scaled)
 JA0489
 JA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH631253(NAD 83)
 JA0489
 JA0489                          SUPERSEDED SURVEY CONTROL
 JA0489
 JA0489  NGVD 29 (??/??/92)  244.878  (m)          803.40   (f) ADJ UNCH    1 2
 JA0489
 JA0489.Superseded values are not recommended for survey control.
 JA0489
 JA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0489.See file dsdata.pdf to determine how the superseded data were derived.
 JA0489
 JA0489_MARKER: DB = BENCH MARK DISK
 JA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0489_STAMPING: Z 324 1965
 JA0489_MARK LOGO: CGS
 JA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0489+STABILITY: SURFACE MOTION
 JA0489
 JA0489  HISTORY     - Date     Condition        Report By
 JA0489  HISTORY     - 1965     MONUMENTED       CGS
 JA0489
 JA0489                          STATION DESCRIPTION
 JA0489
 JA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0489'8.7 MI SE FROM LEAVENWORTH.
 JA0489'1/2 BLOCK SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JA0489'LEAVENWORTH, THENCE 0.05 MILE EAST ALONG A PAVED ROAD WHICH
 JA0489'PARALLELS U.S. HIGHWAY 460, THENCE 2.3 MILES EAST ALONG U.S.
 JA0489'HIGHWAY 460 TO A Y-JUNCTION, THENCE 2.95 MILES EAST ALONG A
 JA0489'PAVED AND GRAVELED ROAD, THENCE 1.7 MILES SOUTH ALONG A WINDING
 JA0489'GRAVELED ROAD, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 JA0489'IN SECTION 14, T 4 S, R 2 E, AT THE SOUTHEAST EDGE OF A SMALL
 JA0489'PARKING AREA AND NEAR THE NORTHEAST EDGE OF A SMALL LAKE, 29
 JA0489'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 65 FEET WEST OF
 JA0489'THE CENTER OF A DIKE AT THE NORTHEAST EDGE OF THE LAKE, 1.1
 JA0489'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JA0489'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1079 ***********************************************************************
 HA1079  DESIGNATION -  Z 325
 HA1079  PID         -  HA1079
 HA1079  STATE/COUNTY-  IN/POSEY
 HA1079  COUNTRY     -  US
 HA1079  USGS QUAD   -  MOUNT VERNON (2019)
 HA1079
 HA1079                         *CURRENT SURVEY CONTROL
 HA1079  ______________________________________________________________________
 HA1079* NAD 83(1986) POSITION- 37 55 52.8    (N) 087 53 39.0    (W)   HD_HELD2
 HA1079* NAVD 88 ORTHO HEIGHT -   121.348 (meters)      398.12  (feet) ADJUSTED
 HA1079  ______________________________________________________________________
 HA1079  GEOID HEIGHT    -        -30.568 (meters)                     GEOID18
 HA1079  DYNAMIC HEIGHT  -        121.266 (meters)      397.85  (feet) COMP
 HA1079  MODELED GRAVITY -    979,947.3   (mgal)                       NAVD 88
 HA1079
 HA1079  VERT ORDER      -  FIRST     CLASS II
 HA1079
 HA1079.The horizontal coordinates were established by autonomous hand held GPS
 HA1079.observations and have an estimated accuracy of +/- 10 meters.
 HA1079
 HA1079.The orthometric height was determined by differential leveling and
 HA1079.adjusted by the NATIONAL GEODETIC SURVEY
 HA1079.in June 1991.
 HA1079
 HA1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1079.GEOID18 height accuracy estimate available here.
 HA1079
 HA1079.Click photographs - Photos may exist for this station.
 HA1079
 HA1079.The dynamic height is computed by dividing the NAVD 88
 HA1079.geopotential number by the normal gravity value computed on the
 HA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1079.degrees latitude (g = 980.6199 gals.).
 HA1079
 HA1079.The modeled gravity was interpolated from observed gravity values.
 HA1079
 HA1079;                    North         East    Units  Estimated Accuracy
 HA1079;SPC IN W     -   298,183.      828,718.      MT  (+/- 10 meters HH2 GPS)
 HA1079
 HA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2142098573(NAD 83)
 HA1079
 HA1079                          SUPERSEDED SURVEY CONTROL
 HA1079
 HA1079  NGVD 29 (??/??/92)  121.448  (m)          398.45   (f) ADJ UNCH    1 2
 HA1079
 HA1079.Superseded values are not recommended for survey control.
 HA1079
 HA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1079.See file dsdata.pdf to determine how the superseded data were derived.
 HA1079
 HA1079_MARKER: DB = BENCH MARK DISK
 HA1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA1079_SP_SET: BUILDING WALL
 HA1079_STAMPING: Z 325 1965
 HA1079_MARK LOGO: CGS
 HA1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HA1079+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2011
 HA1079
 HA1079  HISTORY     - Date     Condition        Report By
 HA1079  HISTORY     - 1965     MONUMENTED       CGS
 HA1079  HISTORY     - 1987     GOOD             USPSQD
 HA1079  HISTORY     - 20110727 GOOD             WAUFOR
 HA1079
 HA1079                          STATION DESCRIPTION
 HA1079
 HA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1079'AT MT VERNON.
 HA1079'AT MT. VERNON, SOUTH AND ACROSS 3RD STREET FROM THE POSEY COUNTY
 HA1079'COURTHOUSE, 52 FEET WEST OF THE CENTER LINE OF WALNUT STREET,
 HA1079'49 FEET SOUTH OF THE CENTER LINE OF 3RD STREET, 18 FEET WEST
 HA1079'OF THE NORTHEAST CORNER OF THE WORLD MEMORIAL BUILDING, SET IN THE
 HA1079'TOP OF THE EAST CONCRETE RETAINING WALL AROUND A SUNKEN BASEMENT
 HA1079'WINDOW, 2 FEET NORTH OF THE NORTH FACE OF THE BUILDING, ABOUT
 HA1079'LEVEL WITH THE SIDEWALK.
 HA1079
 HA1079                          STATION RECOVERY (1987)
 HA1079
 HA1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR)
 HA1079'RECOVERED IN GOOD CONDITION.
 HA1079
 HA1079                          STATION RECOVERY (2011)
 HA1079
 HA1079'RECOVERY NOTE BY J R WAUFORD AND COMPANY 2011 (LEL)
 HA1079'LOCATED AT THE WORLD WAR MEMORIAL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0737 ***********************************************************************
 HA0737  DESIGNATION -  Z 326
 HA0737  PID         -  HA0737
 HA0737  STATE/COUNTY-  IN/SPENCER
 HA0737  COUNTRY     -  US
 HA0737  USGS QUAD   -  RICHLAND CITY (2019)
 HA0737
 HA0737                         *CURRENT SURVEY CONTROL
 HA0737  ______________________________________________________________________
 HA0737* NAD 83(1986) POSITION- 37 54 07.2    (N) 087 09 02.8    (W)   HD_HELD2
 HA0737* NAVD 88 ORTHO HEIGHT -   122.410 (meters)      401.61  (feet) ADJUSTED
 HA0737  ______________________________________________________________________
 HA0737  GEOID HEIGHT    -        -31.098 (meters)                     GEOID18
 HA0737  DYNAMIC HEIGHT  -        122.327 (meters)      401.33  (feet) COMP
 HA0737  MODELED GRAVITY -    979,952.8   (mgal)                       NAVD 88
 HA0737
 HA0737  VERT ORDER      -  FIRST     CLASS II
 HA0737
 HA0737.The horizontal coordinates were established by autonomous hand held GPS
 HA0737.observations and have an estimated accuracy of +/- 10 meters.
 HA0737
 HA0737.The orthometric height was determined by differential leveling and
 HA0737.adjusted by the NATIONAL GEODETIC SURVEY
 HA0737.in June 1991.
 HA0737
 HA0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0737.GEOID18 height accuracy estimate available here.
 HA0737
 HA0737.Click photographs - Photos may exist for this station.
 HA0737
 HA0737.The dynamic height is computed by dividing the NAVD 88
 HA0737.geopotential number by the normal gravity value computed on the
 HA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0737.degrees latitude (g = 980.6199 gals.).
 HA0737
 HA0737.The modeled gravity was interpolated from observed gravity values.
 HA0737
 HA0737;                    North         East    Units  Estimated Accuracy
 HA0737;SPC IN W     -   294,619.      894,069.      MT  (+/- 10 meters HH2 GPS)
 HA0737
 HA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8674494952(NAD 83)
 HA0737
 HA0737                          SUPERSEDED SURVEY CONTROL
 HA0737
 HA0737  NGVD 29 (??/??/92)  122.506  (m)          401.92   (f) ADJ UNCH    1 2
 HA0737
 HA0737.Superseded values are not recommended for survey control.
 HA0737
 HA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0737.See file dsdata.pdf to determine how the superseded data were derived.
 HA0737
 HA0737_MARKER: DB = BENCH MARK DISK
 HA0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HA0737_SP_SET: CULVERT HEADWALL
 HA0737_STAMPING: Z 326 1965
 HA0737_MARK LOGO: CGS
 HA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0737+STABILITY: SURFACE MOTION
 HA0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HA0737+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 HA0737
 HA0737  HISTORY     - Date     Condition        Report By
 HA0737  HISTORY     - 1965     MONUMENTED       CGS
 HA0737  HISTORY     - 1988     GOOD             USPSQD
 HA0737  HISTORY     - 20100804 GOOD             GEOCAC
 HA0737
 HA0737                          STATION DESCRIPTION
 HA0737
 HA0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0737'4.1 MI E FROM HATFIELD.
 HA0737'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0737'AT HATFIELD, IN SECTION 23, T 7 S, R 7 E, 26 1/2 FEET SOUTHWEST
 HA0737'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED
 HA0737'ROAD, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17
 HA0737'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, SET IN THE
 HA0737'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT,
 HA0737'10 1/2 FEET NORTH OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY.
 HA0737
 HA0737                          STATION RECOVERY (1988)
 HA0737
 HA0737'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0737'RECOVERED IN GOOD CONDITION.
 HA0737
 HA0737                          STATION RECOVERY (2010)
 HA0737
 HA0737'RECOVERY NOTE BY GEOCACHING 2010 (DSA)
 HA0737'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0529 ***********************************************************************
 JA0529  DESIGNATION -  Z 327
 JA0529  PID         -  JA0529
 JA0529  STATE/COUNTY-  IN/CRAWFORD
 JA0529  COUNTRY     -  US
 JA0529  USGS QUAD   -  TASWELL (2019)
 JA0529
 JA0529                         *CURRENT SURVEY CONTROL
 JA0529  ______________________________________________________________________
 JA0529* NAD 83(1986) POSITION- 38 19 38.     (N) 086 34 44.     (W)   SCALED
 JA0529* NAVD 88 ORTHO HEIGHT -   230.531 (meters)      756.33  (feet) ADJUSTED
 JA0529  ______________________________________________________________________
 JA0529  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 JA0529  DYNAMIC HEIGHT  -        230.371 (meters)      755.81  (feet) COMP
 JA0529  MODELED GRAVITY -    979,928.9   (mgal)                       NAVD 88
 JA0529
 JA0529  VERT ORDER      -  FIRST     CLASS II
 JA0529
 JA0529.The horizontal coordinates were scaled from a map and have
 JA0529.an estimated accuracy of +/- 6 seconds.
 JA0529
 JA0529.The orthometric height was determined by differential leveling and
 JA0529.adjusted by the NATIONAL GEODETIC SURVEY
 JA0529.in June 1991.
 JA0529
 JA0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0529.GEOID18 height accuracy estimate available here.
 JA0529
 JA0529.Click photographs - Photos may exist for this station.
 JA0529
 JA0529.The dynamic height is computed by dividing the NAVD 88
 JA0529.geopotential number by the normal gravity value computed on the
 JA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0529.degrees latitude (g = 980.6199 gals.).
 JA0529
 JA0529.The modeled gravity was interpolated from observed gravity values.
 JA0529
 JA0529;                    North         East    Units  Estimated Accuracy
 JA0529;SPC IN W     -   341,940.      944,110.      MT  (+/- 180 meters Scaled)
 JA0529
 JA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH368422(NAD 83)
 JA0529
 JA0529                          SUPERSEDED SURVEY CONTROL
 JA0529
 JA0529  NGVD 29 (??/??/92)  230.638  (m)          756.68   (f) ADJ UNCH    1 2
 JA0529
 JA0529.Superseded values are not recommended for survey control.
 JA0529
 JA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0529.See file dsdata.pdf to determine how the superseded data were derived.
 JA0529
 JA0529_MARKER: DB = BENCH MARK DISK
 JA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0529_STAMPING: Z 327 1965
 JA0529_MARK LOGO: CGS
 JA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0529+STABILITY: SURFACE MOTION
 JA0529
 JA0529  HISTORY     - Date     Condition        Report By
 JA0529  HISTORY     - 1965     MONUMENTED       CGS
 JA0529
 JA0529                          STATION DESCRIPTION
 JA0529
 JA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0529'1.4 MI SW FROM TASWELL.
 JA0529'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 JA0529'OFFICE AT TASWELL, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD,
 JA0529'THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, OR ABOUT 2.1
 JA0529'MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT
 JA0529'ECKERTY, IN SECTION 24, T 2 S, R 2 W, AT THE CROSSING OF THE
 JA0529'RAILROAD AND A PRIVATE DRIVEWAY, 43 FEET NORTHWEST OF THE
 JA0529'NORTHWEST RAIL, 13 FEET NORTHEAST OF THE CENTER LINE OF THE
 JA0529'DRIVEWAY, 104 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE, 7 FEET
 JA0529'WEST OF TELEPHONE POLE NUMBER 29-C, 3 FEET SOUTHEAST OF A FENCE,
 JA0529'1 1/2 FEET NORTH OF A METAL WITNESS POST, 3 1/2 FEET BELOW THE
 JA0529'LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0529'5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0981 ***********************************************************************
 JA0981  DESIGNATION -  Z 328
 JA0981  PID         -  JA0981
 JA0981  STATE/COUNTY-  IN/DUBOIS
 JA0981  COUNTRY     -  US
 JA0981  USGS QUAD   -  VELPEN (2019)
 JA0981
 JA0981                         *CURRENT SURVEY CONTROL
 JA0981  ______________________________________________________________________
 JA0981* NAD 83(1986) POSITION- 38 20 33.     (N) 087 03 11.     (W)   SCALED
 JA0981* NAVD 88 ORTHO HEIGHT -   143.079 (meters)      469.42  (feet) ADJUSTED
 JA0981  ______________________________________________________________________
 JA0981  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 JA0981  DYNAMIC HEIGHT  -        142.984 (meters)      469.11  (feet) COMP
 JA0981  MODELED GRAVITY -    979,961.4   (mgal)                       NAVD 88
 JA0981
 JA0981  VERT ORDER      -  FIRST     CLASS II
 JA0981
 JA0981.The horizontal coordinates were scaled from a map and have
 JA0981.an estimated accuracy of +/- 6 seconds.
 JA0981
 JA0981.The orthometric height was determined by differential leveling and
 JA0981.adjusted by the NATIONAL GEODETIC SURVEY
 JA0981.in June 1991.
 JA0981
 JA0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0981.GEOID18 height accuracy estimate available here.
 JA0981
 JA0981.Click photographs - Photos may exist for this station.
 JA0981
 JA0981.The dynamic height is computed by dividing the NAVD 88
 JA0981.geopotential number by the normal gravity value computed on the
 JA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0981.degrees latitude (g = 980.6199 gals.).
 JA0981
 JA0981.The modeled gravity was interpolated from observed gravity values.
 JA0981
 JA0981;                    North         East    Units  Estimated Accuracy
 JA0981;SPC IN W     -   343,510.      902,650.      MT  (+/- 180 meters Scaled)
 JA0981
 JA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH953438(NAD 83)
 JA0981
 JA0981                          SUPERSEDED SURVEY CONTROL
 JA0981
 JA0981  NGVD 29 (??/??/92)  143.191  (m)          469.79   (f) ADJ UNCH    1 2
 JA0981
 JA0981.Superseded values are not recommended for survey control.
 JA0981
 JA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0981.See file dsdata.pdf to determine how the superseded data were derived.
 JA0981
 JA0981_MARKER: DB = BENCH MARK DISK
 JA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0981_STAMPING: Z 328 1965
 JA0981_MARK LOGO: CGS
 JA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0981+STABILITY: SURFACE MOTION
 JA0981
 JA0981  HISTORY     - Date     Condition        Report By
 JA0981  HISTORY     - 1965     MONUMENTED       CGS
 JA0981
 JA0981                          STATION DESCRIPTION
 JA0981
 JA0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0981'6.6 MI W FROM HUNTINGBURG.
 JA0981'ABOUT 6.65 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CITY
 JA0981'POWER PLANT AND WATER COMPANY BUILDING AT HUNTINGBURG, IN SECTION
 JA0981'14, T 2 S, R 6 W, 16 1/2 POLES EAST OF MILEPOST 192, 111 FEET
 JA0981'SOUTHEAST OF THE CENTER OF THE CROSSING OF GRAVELED ROAD NUMBER
 JA0981'800 W AND THE RAILROAD, 62 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JA0981'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF
 JA0981'A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 8
 JA0981'FEET ABOVE THE LEVEL OF THE RAILS, ABOUT 1 FOOT BELOW THE LEVEL
 JA0981'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 JA0981'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0522 ***********************************************************************
 HA0522  DESIGNATION -  Z 329
 HA0522  PID         -  HA0522
 HA0522  STATE/COUNTY-  IN/PERRY
 HA0522  COUNTRY     -  US
 HA0522  USGS QUAD   -  CANNELTON (2019)
 HA0522
 HA0522                         *CURRENT SURVEY CONTROL
 HA0522  ______________________________________________________________________
 HA0522* NAD 83(1986) POSITION- 37 53 52.     (N) 086 43 24.     (W)   SCALED
 HA0522* NAVD 88 ORTHO HEIGHT -   124.697 (meters)      409.11  (feet) ADJUSTED
 HA0522  ______________________________________________________________________
 HA0522  GEOID HEIGHT    -        -31.888 (meters)                     GEOID18
 HA0522  DYNAMIC HEIGHT  -        124.609 (meters)      408.82  (feet) COMP
 HA0522  MODELED GRAVITY -    979,920.3   (mgal)                       NAVD 88
 HA0522
 HA0522  VERT ORDER      -  FIRST     CLASS II
 HA0522
 HA0522.The horizontal coordinates were scaled from a map and have
 HA0522.an estimated accuracy of +/- 6 seconds.
 HA0522
 HA0522.The orthometric height was determined by differential leveling and
 HA0522.adjusted by the NATIONAL GEODETIC SURVEY
 HA0522.in June 1991.
 HA0522
 HA0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0522.GEOID18 height accuracy estimate available here.
 HA0522
 HA0522.Click photographs - Photos may exist for this station.
 HA0522
 HA0522.The dynamic height is computed by dividing the NAVD 88
 HA0522.geopotential number by the normal gravity value computed on the
 HA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0522.degrees latitude (g = 980.6199 gals.).
 HA0522
 HA0522.The modeled gravity was interpolated from observed gravity values.
 HA0522
 HA0522;                    North         East    Units  Estimated Accuracy
 HA0522;SPC IN W     -   294,210.      931,660.      MT  (+/- 180 meters Scaled)
 HA0522
 HA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG243945(NAD 83)
 HA0522
 HA0522                          SUPERSEDED SURVEY CONTROL
 HA0522
 HA0522  NGVD 29 (??/??/92)  124.803  (m)          409.46   (f) ADJ UNCH    1 2
 HA0522
 HA0522.Superseded values are not recommended for survey control.
 HA0522
 HA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0522.See file dsdata.pdf to determine how the superseded data were derived.
 HA0522
 HA0522_MARKER: DB = BENCH MARK DISK
 HA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0522_STAMPING: Z 329 1965
 HA0522_MARK LOGO: CGS
 HA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0522+STABILITY: SURFACE MOTION
 HA0522
 HA0522  HISTORY     - Date     Condition        Report By
 HA0522  HISTORY     - 1965     MONUMENTED       CGS
 HA0522  HISTORY     - 20230822 MARK NOT FOUND   INDOT
 HA0522
 HA0522                          STATION DESCRIPTION
 HA0522
 HA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0522'1.4 MI SE FROM CANNELTON.
 HA0522'ABOUT 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE PERRY
 HA0522'COUNTY COURTHOUSE AT CANNELTON, IN SECTION 15, T 7 S, R 3 W, 101 FEET
 HA0522'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTHEAST OF THE
 HA0522'MOST EASTERLY OF 20 STEEL GRAIN STORAGE BINS, 77 FEET SOUTH OF A
 HA0522'POWER POLE, 1 1/2 FEET NORTH OF A FENCE, ABOUT 1 FOOT BELOW THE
 HA0522'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0522'3 INCHES.
 HA0522
 HA0522                          STATION RECOVERY (2023)
 HA0522
 HA0522'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (JK)
 HA0522'GRAIN BINS ARE GONE AND A BUILDING IS PRESENT.  MARK PRESUMED
 HA0522'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0911 ***********************************************************************
 KA0911  DESIGNATION -  Z 33
 KA0911  PID         -  KA0911
 KA0911  STATE/COUNTY-  IN/VIGO
 KA0911  COUNTRY     -  US
 KA0911  USGS QUAD   -  ROSEDALE (2019)
 KA0911
 KA0911                         *CURRENT SURVEY CONTROL
 KA0911  ______________________________________________________________________
 KA0911* NAD 83(1986) POSITION- 39 30 25.     (N) 087 22 12.     (W)   SCALED
 KA0911* NAVD 88 ORTHO HEIGHT -   152.104 (meters)      499.03  (feet) ADJUSTED
 KA0911  ______________________________________________________________________
 KA0911  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 KA0911  DYNAMIC HEIGHT  -        152.017 (meters)      498.74  (feet) COMP
 KA0911  MODELED GRAVITY -    980,052.8   (mgal)                       NAVD 88
 KA0911
 KA0911  VERT ORDER      -  FIRST     CLASS II
 KA0911
 KA0911.The horizontal coordinates were scaled from a map and have
 KA0911.an estimated accuracy of +/- 6 seconds.
 KA0911
 KA0911.The orthometric height was determined by differential leveling and
 KA0911.adjusted by the NATIONAL GEODETIC SURVEY
 KA0911.in June 1991.
 KA0911
 KA0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0911.GEOID18 height accuracy estimate available here.
 KA0911
 KA0911.Click photographs - Photos may exist for this station.
 KA0911
 KA0911.The dynamic height is computed by dividing the NAVD 88
 KA0911.geopotential number by the normal gravity value computed on the
 KA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0911.degrees latitude (g = 980.6199 gals.).
 KA0911
 KA0911.The modeled gravity was interpolated from observed gravity values.
 KA0911
 KA0911;                    North         East    Units  Estimated Accuracy
 KA0911;SPC IN W     -   472,820.      875,350.      MT  (+/- 180 meters Scaled)
 KA0911
 KA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ681731(NAD 83)
 KA0911
 KA0911                          SUPERSEDED SURVEY CONTROL
 KA0911
 KA0911  NGVD 29 (??/??/92)  152.211  (m)          499.38   (f) ADJ UNCH    1 2
 KA0911
 KA0911.Superseded values are not recommended for survey control.
 KA0911
 KA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0911.See file dsdata.pdf to determine how the superseded data were derived.
 KA0911
 KA0911_MARKER: DB = BENCH MARK DISK
 KA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0911_STAMPING: Z 33 1934
 KA0911_MARK LOGO: CGS
 KA0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0911+STABILITY: SURFACE MOTION
 KA0911
 KA0911  HISTORY     - Date     Condition        Report By
 KA0911  HISTORY     - 1934     MONUMENTED       CGS
 KA0911  HISTORY     - 1946     GOOD             CGS
 KA0911  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0911
 KA0911                          STATION DESCRIPTION
 KA0911
 KA0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0911'3 MI NE FROM TERRE HAUTE.
 KA0911'3.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0911'STATION AT TERRE HAUTE, VIGO COUNTY, AT THE PRESTON SWITCH
 KA0911'TOWER, AT THE TRIANGLE FORMED BY THE CROSSING OF THE PENNSYLVANIA
 KA0911'AND THE CHICAGO MILWAUKEE, ST. PAUL AND PACIFIC RAILROADS, 102
 KA0911'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE N.Y.C.R.R. TRACK,
 KA0911'21.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE C.M.ST.P. AND
 KA0911'P.R.R. TRACK, 19.4 FEET WEST OF THE WEST RAIL OF THE P.R.R.
 KA0911'TRACK, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 KA0911'STANDARD DISK, STAMPED Z 33 1934 AND SET IN THE TOP OF A CONCRETE
 KA0911'POST PROJECTING 1 INCH ABOVE GROUND.
 KA0911
 KA0911                          STATION RECOVERY (1985)
 KA0911
 KA0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0911'THE MONUMENT WAS FOUND ON TOP OF THE GROUND WITH THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1143 ***********************************************************************
 JA1143  DESIGNATION -  Z 330 RESET
 JA1143  PID         -  JA1143
 JA1143  STATE/COUNTY-  IN/GIBSON
 JA1143  COUNTRY     -  US
 JA1143  USGS QUAD   -  OWENSVILLE (2019)
 JA1143
 JA1143                         *CURRENT SURVEY CONTROL
 JA1143  ______________________________________________________________________
 JA1143* NAD 83(1986) POSITION- 38 22 19.     (N) 087 39 26.     (W)   SCALED
 JA1143* NAVD 88 ORTHO HEIGHT -   121.51  (meters)      398.7   (feet) RESET
 JA1143  ______________________________________________________________________
 JA1143  GEOID HEIGHT    -        -31.389 (meters)                     GEOID18
 JA1143  VERT ORDER      -  THIRD
 JA1143
 JA1143.The horizontal coordinates were scaled from a map and have
 JA1143.an estimated accuracy of +/- 6 seconds.
 JA1143
 JA1143.The orthometric height was computed from unverified reset data.
 JA1143
 JA1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1143.GEOID18 height accuracy estimate available here.
 JA1143
 JA1143.Click photographs - Photos may exist for this station.
 JA1143
 JA1143;                    North         East    Units  Estimated Accuracy
 JA1143;SPC IN W     -   346,930.      849,850.      MT  (+/- 180 meters Scaled)
 JA1143
 JA1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH425472(NAD 83)
 JA1143
 JA1143                          SUPERSEDED SURVEY CONTROL
 JA1143
 JA1143.No superseded survey control is available for this station.
 JA1143
 JA1143_MARKER: DB = BENCH MARK DISK
 JA1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1143_STAMPING: Z 330 RESET 1968
 JA1143_MARK LOGO: CGS
 JA1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1143+STABILITY: SURFACE MOTION
 JA1143
 JA1143  HISTORY     - Date     Condition        Report By
 JA1143  HISTORY     - 1968     MONUMENTED       CGS
 JA1143
 JA1143                          STATION DESCRIPTION
 JA1143
 JA1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JA1143'5 MI W FROM PRINCETON.
 JA1143'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 JA1143'PRINCETON TO THE CHICAGO AND EASTERN ILLINOIS RAILROAD STATION,
 JA1143'THENCE 4.85 MILES WEST ALONG THE SOUTHERN RAILWAY, OR 0.2 MILE
 JA1143'NORTH ALONG A GRAVEL ROAD FROM STATE HIGHWAY 64 BRIDGE OVER THE
 JA1143'WABASH RIVER AT THE EAST EDGE OF MT. CARMEL, ILL., THENCE 5.7 MILES
 JA1143'EAST ALONG THE SOUTHERN RAILWAY, IN SEC. 5, T-2-S, R-11-W, 0.2
 JA1143'MILE WEST OF THE CROSSING OF A GRAVEL ROAD 475 W, 102 FEET
 JA1143'NORTHWEST OF THE NORTHWEST 1 OF 3 GRAIN ELEVATORS, 35 FEET
 JA1143'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 21 FEET
 JA1143'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 3 FEET WEST OF A
 JA1143'POWER POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 JA1143'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JA1143'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1029 ***********************************************************************
 JA1029  DESIGNATION -  Z 331
 JA1029  PID         -  JA1029
 JA1029  STATE/COUNTY-  IN/GIBSON
 JA1029  COUNTRY     -  US
 JA1029  USGS QUAD   -  FRANCISCO (2019)
 JA1029
 JA1029                         *CURRENT SURVEY CONTROL
 JA1029  ______________________________________________________________________
 JA1029* NAD 83(1986) POSITION- 38 20 03.     (N) 087 25 48.     (W)   SCALED
 JA1029* NAVD 88 ORTHO HEIGHT -   138.722 (meters)      455.12  (feet) ADJUSTED
 JA1029  ______________________________________________________________________
 JA1029  GEOID HEIGHT    -        -31.655 (meters)                     GEOID18
 JA1029  DYNAMIC HEIGHT  -        138.630 (meters)      454.82  (feet) COMP
 JA1029  MODELED GRAVITY -    979,963.0   (mgal)                       NAVD 88
 JA1029
 JA1029  VERT ORDER      -  FIRST     CLASS II
 JA1029
 JA1029.The horizontal coordinates were scaled from a map and have
 JA1029.an estimated accuracy of +/- 6 seconds.
 JA1029
 JA1029.The orthometric height was determined by differential leveling and
 JA1029.adjusted by the NATIONAL GEODETIC SURVEY
 JA1029.in June 1991.
 JA1029
 JA1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1029.GEOID18 height accuracy estimate available here.
 JA1029
 JA1029.Click photographs - Photos may exist for this station.
 JA1029
 JA1029.The dynamic height is computed by dividing the NAVD 88
 JA1029.geopotential number by the normal gravity value computed on the
 JA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1029.degrees latitude (g = 980.6199 gals.).
 JA1029
 JA1029.The modeled gravity was interpolated from observed gravity values.
 JA1029
 JA1029;                    North         East    Units  Estimated Accuracy
 JA1029;SPC IN W     -   342,640.      869,690.      MT  (+/- 180 meters Scaled)
 JA1029
 JA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH624429(NAD 83)
 JA1029
 JA1029                          SUPERSEDED SURVEY CONTROL
 JA1029
 JA1029  NGVD 29 (??/??/92)  138.860  (m)          455.58   (f) ADJ UNCH    1 2
 JA1029
 JA1029.Superseded values are not recommended for survey control.
 JA1029
 JA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1029.See file dsdata.pdf to determine how the superseded data were derived.
 JA1029
 JA1029_MARKER: DB = BENCH MARK DISK
 JA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1029_STAMPING: Z 331 1965
 JA1029_MARK LOGO: CGS
 JA1029_PROJECTION: PROJECTING
 JA1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1029+STABILITY: SURFACE MOTION
 JA1029
 JA1029  HISTORY     - Date     Condition        Report By
 JA1029  HISTORY     - 1965     MONUMENTED       CGS
 JA1029  HISTORY     - 1991     GOOD             USPSQD
 JA1029
 JA1029                          STATION DESCRIPTION
 JA1029
 JA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1029'1 MI E FROM FRANCISCO.
 JA1029'ABOUT 0.15 MILE NORTHEAST ALONG NORTH 3RD STREET FROM THE POST
 JA1029'OFFICE AT FRANCISCO, THENCE 0.9 MILE EAST ALONG THE SOUTHERN
 JA1029'RAILWAY, IN SECTION 17, T 2 S, R 9 W, 91 FEET SOUTHEAST OF THE
 JA1029'CENTER OF A CROSSING OF THE RAILROAD AND GRAVELED ROAD NUMBER
 JA1029'725E, 40 FEET SOUTH OF THE SOUTH RAIL, 69 FEET EAST OF THE CENTER
 JA1029'LINE OF THE GRAVELED ROAD, 65 FEET NORTH OF THE CENTER LINE OF
 JA1029'DIRT ROAD NUMBER 150S, 49 FEET EAST OF POWER POLE NUMBER 674.695,
 JA1029'53 FEET NORTH-NORTHEAST OF A GAS METER, 2.0 FEET NORTH OF A
 JA1029'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 JA1029'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA1029
 JA1029                          STATION RECOVERY (1991)
 JA1029
 JA1029'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCR)
 JA1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0624 ***********************************************************************
 MD0624  DESIGNATION -  Z 332
 MD0624  PID         -  MD0624
 MD0624  STATE/COUNTY-  IN/ALLEN
 MD0624  COUNTRY     -  US
 MD0624  USGS QUAD   -  FORT WAYNE EAST (2019)
 MD0624
 MD0624                         *CURRENT SURVEY CONTROL
 MD0624  ______________________________________________________________________
 MD0624* NAD 83(1986) POSITION- 41 04 10.     (N) 085 03 25.     (W)   SCALED
 MD0624* NAVD 88 ORTHO HEIGHT -   231.104 (meters)      758.21  (feet) ADJUSTED
 MD0624  ______________________________________________________________________
 MD0624  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 MD0624  DYNAMIC HEIGHT  -        231.011 (meters)      757.91  (feet) COMP
 MD0624  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 MD0624
 MD0624  VERT ORDER      -  FIRST     CLASS I
 MD0624
 MD0624.The horizontal coordinates were scaled from a map and have
 MD0624.an estimated accuracy of +/- 6 seconds.
 MD0624
 MD0624.The orthometric height was determined by differential leveling and
 MD0624.adjusted by the NATIONAL GEODETIC SURVEY
 MD0624.in April 1995.
 MD0624
 MD0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0624.GEOID18 height accuracy estimate available here.
 MD0624
 MD0624.Click photographs - Photos may exist for this station.
 MD0624
 MD0624.The dynamic height is computed by dividing the NAVD 88
 MD0624.geopotential number by the normal gravity value computed on the
 MD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0624.degrees latitude (g = 980.6199 gals.).
 MD0624
 MD0624.The modeled gravity was interpolated from observed gravity values.
 MD0624
 MD0624;                    North         East    Units  Estimated Accuracy
 MD0624;SPC IN E     -   646,450.      151,240.      MT  (+/- 180 meters Scaled)
 MD0624
 MD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL632482(NAD 83)
 MD0624
 MD0624                          SUPERSEDED SURVEY CONTROL
 MD0624
 MD0624  NAVD 88 (06/15/91)  231.106  (m)          758.22   (f) SUPERSEDED  1 1
 MD0624  NGVD 29 (01/19/93)  231.268  (m)          758.75   (f) ADJUSTED    1 1
 MD0624  NGVD 29 (??/??/92)  231.268  (m)          758.75   (f) SUPERSEDED  1 1
 MD0624
 MD0624.Superseded values are not recommended for survey control.
 MD0624
 MD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0624.See file dsdata.pdf to determine how the superseded data were derived.
 MD0624
 MD0624_MARKER: DB = BENCH MARK DISK
 MD0624_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0624_SP_SET: BOX CULVERT HEADWALL
 MD0624_STAMPING: Z 332 1968
 MD0624_MARK LOGO: CGS
 MD0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0624+STABILITY: SURFACE MOTION
 MD0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0624+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0624
 MD0624  HISTORY     - Date     Condition        Report By
 MD0624  HISTORY     - 1968     MONUMENTED       CGS
 MD0624  HISTORY     - 19921015 GOOD             NGS
 MD0624
 MD0624                          STATION DESCRIPTION
 MD0624
 MD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0624'2.1 MI W FROM NEW HAVEN.
 MD0624'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 14 AND U.S. HIGHWAY 24
 MD0624'FROM THE JUNCTION OF U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN,
 MD0624'0.1 MILE EAST OF THE JUNCTION OF ADAMS CENTER ROAD LEADING SOUTH,
 MD0624'SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 MD0624'OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 93 FEET EAST
 MD0624'OF THE CENTER LINE OF A DRIVEWAY TO A RESIDENCE AT NUMBER 6323,
 MD0624'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW
 MD0624'THE LEVEL OF THE HIGHWAY.  (IN SECTION 10, R 13 E, T 30 N).
 MD0624
 MD0624                          STATION RECOVERY (1992)
 MD0624
 MD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0624'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF
 MD0624'STATE HIGHWAY 14 IN NEW HAVEN, 0.2 KM (0.10 MI) EAST OF THE
 MD0624'INTERSECTION OF ADAMS ROAD, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE
 MD0624'WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 20.0 M (65.6
 MD0624'FT) EAST OF THE CENTER OF A DRIVEWAY, 11.0 M (36.1 FT) SOUTHWEST OF
 MD0624'UTILITY POLE NUMBER A481 125 WITH A TRANSFORMER, 8.3 M (27.2 FT)
 MD0624'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND
 MD0624'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD0634 ***********************************************************************
 MD0634  DESIGNATION -  Z 333
 MD0634  PID         -  MD0634
 MD0634  STATE/COUNTY-  IN/ALLEN
 MD0634  COUNTRY     -  US
 MD0634  USGS QUAD   -  FORT WAYNE WEST (2019)
 MD0634
 MD0634                         *CURRENT SURVEY CONTROL
 MD0634  ______________________________________________________________________
 MD0634* NAD 83(1986) POSITION- 41 04 51.     (N) 085 07 39.     (W)   SCALED
 MD0634* NAVD 88 ORTHO HEIGHT -   235.759 (meters)      773.49  (feet) ADJUSTED
 MD0634  ______________________________________________________________________
 MD0634  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 MD0634  DYNAMIC HEIGHT  -        235.665 (meters)      773.18  (feet) COMP
 MD0634  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 MD0634
 MD0634  VERT ORDER      -  FIRST     CLASS I
 MD0634
 MD0634.The horizontal coordinates were scaled from a map and have
 MD0634.an estimated accuracy of +/- 6 seconds.
 MD0634
 MD0634.The orthometric height was determined by differential leveling and
 MD0634.adjusted by the NATIONAL GEODETIC SURVEY
 MD0634.in April 1995.
 MD0634
 MD0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD0634.GEOID18 height accuracy estimate available here.
 MD0634
 MD0634.Click photographs - Photos may exist for this station.
 MD0634
 MD0634.The dynamic height is computed by dividing the NAVD 88
 MD0634.geopotential number by the normal gravity value computed on the
 MD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0634.degrees latitude (g = 980.6199 gals.).
 MD0634
 MD0634.The modeled gravity was interpolated from observed gravity values.
 MD0634
 MD0634;                    North         East    Units  Estimated Accuracy
 MD0634;SPC IN E     -   647,680.      145,310.      MT  (+/- 180 meters Scaled)
 MD0634
 MD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL572494(NAD 83)
 MD0634
 MD0634                          SUPERSEDED SURVEY CONTROL
 MD0634
 MD0634  NAVD 88 (06/15/91)  235.765  (m)          773.51   (f) SUPERSEDED  1 1
 MD0634  NGVD 29 (01/19/93)  235.925  (m)          774.03   (f) ADJUSTED    1 1
 MD0634  NGVD 29 (??/??/92)  235.925  (m)          774.03   (f) SUPERSEDED  1 1
 MD0634
 MD0634.Superseded values are not recommended for survey control.
 MD0634
 MD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0634.See file dsdata.pdf to determine how the superseded data were derived.
 MD0634
 MD0634_MARKER: DB = BENCH MARK DISK
 MD0634_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MD0634+WITH SETTING: PAVEMENT
 MD0634_SP_SET: FOOTING
 MD0634_STAMPING: Z 333 1968
 MD0634_MARK LOGO: CGS
 MD0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0634+STABILITY: SURFACE MOTION
 MD0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0634+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1992
 MD0634
 MD0634  HISTORY     - Date     Condition        Report By
 MD0634  HISTORY     - 1968     MONUMENTED       CGS
 MD0634  HISTORY     - 19921011 GOOD             NGS
 MD0634
 MD0634                          STATION DESCRIPTION
 MD0634
 MD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0634'AT FORT WAYNE.
 MD0634'AT FORT WAYNE, ABOUT 0.65 MILE EAST ALONG EAST BERRY STREET FROM
 MD0634'THE COURTHOUSE, ABOUT 40 YARDS EAST OF THE JUNCTION OF EAST
 MD0634'BERRY STREET AND FRANCIS STREET, SET ON THE TOP OF THE NORTHWEST
 MD0634'CORNER OF A 1 1/2-FOOT SQUARE CONCRETE BASE SUPPORTING A METAL
 MD0634'STREET LIGHT POLE, 2 FEET NORTH OF THE NORTH CURB OF EAST
 MD0634'BERRY STREET, ABOUT LEVEL WITH THE GROUND AND 1/2 FOOT ABOVE THE
 MD0634'LEVEL OF THE STREET.
 MD0634
 MD0634                          STATION RECOVERY (1992)
 MD0634
 MD0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0634'IN FORT WAYNE, AT THE INTERSECTION OF EAST BERRY AND FRANCIS STREETS,
 MD0634'NEAR THE NORTHWEST CORNER OF THE CONCRETE FOOTING FOR A UTILITY LIGHT
 MD0634'POLE, 37.6 M (123.4 FT) EAST OF THE EXTENDED CENTER OF FRANCIS
 MD0634'STREET, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF BERRY STREET, 0.2
 MD0634'M (0.7 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE FOOTING, 0.2 M
 MD0634'(0.7 FT) NORTHWEST OF THE POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 MD0634'BERRY STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0527 ***********************************************************************
 ME0527  DESIGNATION -  Z 334
 ME0527  PID         -  ME0527
 ME0527  STATE/COUNTY-  IN/STARKE
 ME0527  COUNTRY     -  US
 ME0527  USGS QUAD   -  HAMLET (2019)
 ME0527
 ME0527                         *CURRENT SURVEY CONTROL
 ME0527  ______________________________________________________________________
 ME0527* NAD 83(1986) POSITION- 41 23 37.     (N) 086 37 14.     (W)   SCALED
 ME0527* NAVD 88 ORTHO HEIGHT -   208.498 (meters)      684.05  (feet) ADJUSTED
 ME0527  ______________________________________________________________________
 ME0527  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 ME0527  DYNAMIC HEIGHT  -        208.414 (meters)      683.77  (feet) COMP
 ME0527  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 ME0527
 ME0527  VERT ORDER      -  FIRST     CLASS I
 ME0527
 ME0527.The horizontal coordinates were scaled from a map and have
 ME0527.an estimated accuracy of +/- 6 seconds.
 ME0527
 ME0527.The orthometric height was determined by differential leveling and
 ME0527.adjusted by the NATIONAL GEODETIC SURVEY
 ME0527.in June 1991.
 ME0527
 ME0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0527.GEOID18 height accuracy estimate available here.
 ME0527
 ME0527.Click photographs - Photos may exist for this station.
 ME0527
 ME0527.The dynamic height is computed by dividing the NAVD 88
 ME0527.geopotential number by the normal gravity value computed on the
 ME0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0527.degrees latitude (g = 980.6199 gals.).
 ME0527
 ME0527.The modeled gravity was interpolated from observed gravity values.
 ME0527
 ME0527;                    North         East    Units  Estimated Accuracy
 ME0527;SPC IN W     -   682,370.      938,700.      MT  (+/- 180 meters Scaled)
 ME0527
 ME0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317825(NAD 83)
 ME0527
 ME0527                          SUPERSEDED SURVEY CONTROL
 ME0527
 ME0527  NGVD 29 (??/??/92)  208.596  (m)          684.37   (f) ADJ UNCH    1 1
 ME0527
 ME0527.Superseded values are not recommended for survey control.
 ME0527
 ME0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0527.See file dsdata.pdf to determine how the superseded data were derived.
 ME0527
 ME0527_MARKER: DB = BENCH MARK DISK
 ME0527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0527_SP_SET: APRON
 ME0527_STAMPING: Z 334 1968
 ME0527_MARK LOGO: CGS
 ME0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0527+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992
 ME0527
 ME0527  HISTORY     - Date     Condition        Report By
 ME0527  HISTORY     - 1968     MONUMENTED       CGS
 ME0527  HISTORY     - 1988     GOOD             USPSQD
 ME0527  HISTORY     - 1988     GOOD             USPSQD
 ME0527  HISTORY     - 19920831 GOOD             NGS
 ME0527
 ME0527                          STATION DESCRIPTION
 ME0527
 ME0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0527'2.4 MI W FROM HAMLET.
 ME0527'ABOUT 2.0 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0527'CROSSING OF STARKE STREET AT HAMLET, THENCE 0.15 MILE NORTH
 ME0527'ALONG A CONCRETE ROAD, THENCE 0.25 MILE NORTH ALONG U.S. HIGHWAY
 ME0527'35, NEAR THE U.S. HIGHWAY 30 OVERPASS OVER U.S. HIGHWAY 35, IN
 ME0527'SECTION 14, R 2 W, T 34 N, SET IN THE TOP OF THE CONCRETE GUARD
 ME0527'RAIL BETWEEN THE TWO LANES OF U.S. HIGHWAY 35, 57 FEET SOUTH OF
 ME0527'THE SOUTH LEG OF THE CENTER PIER OF THE U.S. HIGHWAY 30 OVERPASS,
 ME0527'1 FOOT WEST OF THE SOUTH END OF THE METAL GUARD RAIL AND 1 1/2
 ME0527'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK COULD BE
 ME0527'USED FOR AN AZIMUTH MARK FOR TRIANGULATION STATION HAMLET
 ME0527'DESCRIBED.
 ME0527
 ME0527                          STATION RECOVERY (1988)
 ME0527
 ME0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0527'RECOVERED IN GOOD CONDITION.
 ME0527
 ME0527                          STATION RECOVERY (1988)
 ME0527
 ME0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (CM)
 ME0527'RECOVERED IN GOOD CONDITION.
 ME0527
 ME0527                          STATION RECOVERY (1992)
 ME0527
 ME0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0527'0.1 KM (0.05 MI) NORTHERLY ALONG STARKE STREET FROM THE POST OFFICE IN
 ME0527'HAMLET, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG THE CONRAIL RAILROAD,
 ME0527'THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD AND U.S HIGHWAY
 ME0527'35, IN TOP OF AND 1.9 M (6.2 FT) WEST OF THE EAST EDGE OF A CONCRETE
 ME0527'APRON IN THE MEDIAN OF THE HIGHWAY, 17.4 M (57.1 FT) SOUTH OF THE
 ME0527'SOUTH FACE OF THE SOUTH COLUMN OF THE CENTER PIER OF THE EASTBOUND
 ME0527'OVERPASS OF U.S. HIGHWAY 30, 6.9 M (22.6 FT) EAST OF THE CENTERLINE
 ME0527'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 5.7 M (18.7 FT) WEST OF
 ME0527'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1028 ***********************************************************************
 ME1028  DESIGNATION -  Z 335
 ME1028  PID         -  ME1028
 ME1028  STATE/COUNTY-  IN/LAKE
 ME1028  COUNTRY     -  US
 ME1028  USGS QUAD   -  WHITING (2019)
 ME1028
 ME1028                         *CURRENT SURVEY CONTROL
 ME1028  ______________________________________________________________________
 ME1028* NAD 83(1986) POSITION- 41 40 40.     (N) 087 29 08.     (W)   SCALED
 ME1028* NAVD 88 ORTHO HEIGHT -   179.422 (meters)      588.65  (feet) ADJUSTED
 ME1028  ______________________________________________________________________
 ME1028  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 ME1028  DYNAMIC HEIGHT  -        179.358 (meters)      588.44  (feet) COMP
 ME1028  MODELED GRAVITY -    980,264.1   (mgal)                       NAVD 88
 ME1028
 ME1028  VERT ORDER      -  FIRST     CLASS I
 ME1028
 ME1028.The horizontal coordinates were scaled from a map and have
 ME1028.an estimated accuracy of +/- 6 seconds.
 ME1028
 ME1028.The orthometric height was determined by differential leveling and
 ME1028.adjusted by the NATIONAL GEODETIC SURVEY
 ME1028.in June 1991.
 ME1028
 ME1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1028.GEOID18 height accuracy estimate available here.
 ME1028
 ME1028.Click photographs - Photos may exist for this station.
 ME1028
 ME1028.The dynamic height is computed by dividing the NAVD 88
 ME1028.geopotential number by the normal gravity value computed on the
 ME1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1028.degrees latitude (g = 980.6199 gals.).
 ME1028
 ME1028.The modeled gravity was interpolated from observed gravity values.
 ME1028
 ME1028;                    North         East    Units  Estimated Accuracy
 ME1028;SPC IN W     -   713,910.      866,510.      MT  (+/- 180 meters Scaled)
 ME1028
 ME1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM595141(NAD 83)
 ME1028
 ME1028                          SUPERSEDED SURVEY CONTROL
 ME1028
 ME1028  NGVD 29 (??/??/92)  179.532  (m)          589.01   (f) ADJ UNCH    1 1
 ME1028
 ME1028.Superseded values are not recommended for survey control.
 ME1028
 ME1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1028.See file dsdata.pdf to determine how the superseded data were derived.
 ME1028
 ME1028_MARKER: DB = BENCH MARK DISK
 ME1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1028_STAMPING: Z 335 1968
 ME1028_MARK LOGO: CGS
 ME1028_PROJECTION: FLUSH
 ME1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1028+STABILITY: SURFACE MOTION
 ME1028
 ME1028  HISTORY     - Date     Condition        Report By
 ME1028  HISTORY     - 1968     MONUMENTED       CGS
 ME1028  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1028
 ME1028                          STATION DESCRIPTION
 ME1028
 ME1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1028'0.2 MI SE FROM WHITING.
 ME1028'ABOUT 0.15 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME1028'THE CROSSING OF 119 TH STREET AT WHITING, AT THE JUNCTION OF
 ME1028'FRONT STREET AND A BLACK TOP ROAD LEADING ALONG THE NORTHEAST
 ME1028'SIDE OF THE TRACKS, 90.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 ME1028'OF THE MAIN TRACK AT THE CENTER OF THE CROSSING OF FRONT STREET,
 ME1028'55 FEET EAST OF THE CENTER LINE OF FRONT STREET, 24 FEET NORTHEAST
 ME1028'OF THE CENTER LINE OF THE BLACK TOP ROAD, SET IN THE TOP OF A
 ME1028'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE DISK WAS STAMPED
 ME1028'BY THIS PARTY.
 ME1028
 ME1028                          STATION RECOVERY (1992)
 ME1028
 ME1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1028'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1021 ***********************************************************************
 ME1021  DESIGNATION -  Z 336
 ME1021  PID         -  ME1021
 ME1021  STATE/COUNTY-  IN/LAKE
 ME1021  COUNTRY     -  US
 ME1021  USGS QUAD   -  WHITING (2019)
 ME1021
 ME1021                         *CURRENT SURVEY CONTROL
 ME1021  ______________________________________________________________________
 ME1021* NAD 83(1986) POSITION- 41 38 47.     (N) 087 26 29.     (W)   SCALED
 ME1021* NAVD 88 ORTHO HEIGHT -   179.666 (meters)      589.45  (feet) ADJUSTED
 ME1021  ______________________________________________________________________
 ME1021  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 ME1021  DYNAMIC HEIGHT  -        179.602 (meters)      589.24  (feet) COMP
 ME1021  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 ME1021
 ME1021  VERT ORDER      -  FIRST     CLASS I
 ME1021
 ME1021.The horizontal coordinates were scaled from a map and have
 ME1021.an estimated accuracy of +/- 6 seconds.
 ME1021
 ME1021.The orthometric height was determined by differential leveling and
 ME1021.adjusted by the NATIONAL GEODETIC SURVEY
 ME1021.in June 1991.
 ME1021
 ME1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1021.GEOID18 height accuracy estimate available here.
 ME1021
 ME1021.Click photographs - Photos may exist for this station.
 ME1021
 ME1021.The dynamic height is computed by dividing the NAVD 88
 ME1021.geopotential number by the normal gravity value computed on the
 ME1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1021.degrees latitude (g = 980.6199 gals.).
 ME1021
 ME1021.The modeled gravity was interpolated from observed gravity values.
 ME1021
 ME1021;                    North         East    Units  Estimated Accuracy
 ME1021;SPC IN W     -   710,410.      870,170.      MT  (+/- 180 meters Scaled)
 ME1021
 ME1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM632106(NAD 83)
 ME1021
 ME1021                          SUPERSEDED SURVEY CONTROL
 ME1021
 ME1021  NGVD 29 (??/??/92)  179.775  (m)          589.81   (f) ADJ UNCH    1 1
 ME1021
 ME1021.Superseded values are not recommended for survey control.
 ME1021
 ME1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1021.See file dsdata.pdf to determine how the superseded data were derived.
 ME1021
 ME1021_MARKER: DB = BENCH MARK DISK
 ME1021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1021_STAMPING: Z 336 1968
 ME1021_MARK LOGO: CGS
 ME1021_PROJECTION: PROJECTING 3 CENTIMETERS
 ME1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1021
 ME1021  HISTORY     - Date     Condition        Report By
 ME1021  HISTORY     - 1968     MONUMENTED       CGS
 ME1021  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1021
 ME1021                          STATION DESCRIPTION
 ME1021
 ME1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1021'0.5 MI SE FROM INDIANA HARBOR.
 ME1021'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME1021'CROSSING OF MICHIGAN AVENUE AT INDIANA HARBOR, IN SECTION 22,
 ME1021'R 9 W, T 37 N, AT THE CROSSING OF LINCOLN STREET, 53 FEET SOUTH OF
 ME1021'THE CENTER OF THE CROSSING OF THE SOUTHWEST TRACK AND THE STREET,
 ME1021'28 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 ME1021'44 FEET SOUTHEAST OF THE CENTER LINE OF LINCOLN STREET, 2 FEET
 ME1021'SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2
 ME1021'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 ME1021'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 ME1021'1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 ME1021'METAL PIPE WHICH PROJECTS TWO INCHES ABOVE THE LEVEL OF THE
 ME1021'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 ME1021
 ME1021                          STATION RECOVERY (1992)
 ME1021
 ME1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1021'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 ME1021'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0682 ***********************************************************************
 KA0682  DESIGNATION -  Z 34
 KA0682  PID         -  KA0682
 KA0682  STATE/COUNTY-  IN/MONTGOMERY
 KA0682  COUNTRY     -  US
 KA0682  USGS QUAD   -  NEW ROSS (2019)
 KA0682
 KA0682                         *CURRENT SURVEY CONTROL
 KA0682  ______________________________________________________________________
 KA0682* NAD 83(1986) POSITION- 39 57 59.     (N) 086 43 22.     (W)   SCALED
 KA0682* NAVD 88 ORTHO HEIGHT -   268.884 (meters)      882.16  (feet) ADJUSTED
 KA0682  ______________________________________________________________________
 KA0682  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 KA0682  DYNAMIC HEIGHT  -        268.738 (meters)      881.68  (feet) COMP
 KA0682  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 KA0682
 KA0682  VERT ORDER      -  SECOND    CLASS 0
 KA0682
 KA0682.The horizontal coordinates were scaled from a map and have
 KA0682.an estimated accuracy of +/- 6 seconds.
 KA0682
 KA0682.The orthometric height was determined by differential leveling and
 KA0682.adjusted by the NATIONAL GEODETIC SURVEY
 KA0682.in June 1991.
 KA0682
 KA0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0682.GEOID18 height accuracy estimate available here.
 KA0682
 KA0682.Click photographs - Photos may exist for this station.
 KA0682
 KA0682.The dynamic height is computed by dividing the NAVD 88
 KA0682.geopotential number by the normal gravity value computed on the
 KA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0682.degrees latitude (g = 980.6199 gals.).
 KA0682
 KA0682.The modeled gravity was interpolated from observed gravity values.
 KA0682
 KA0682;                    North         East    Units  Estimated Accuracy
 KA0682;SPC IN W     -   523,850.      930,800.      MT  (+/- 180 meters Scaled)
 KA0682
 KA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK236240(NAD 83)
 KA0682
 KA0682                          SUPERSEDED SURVEY CONTROL
 KA0682
 KA0682  NGVD 29 (??/??/92)  268.984  (m)          882.49   (f) ADJ UNCH    2 0
 KA0682
 KA0682.Superseded values are not recommended for survey control.
 KA0682
 KA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0682.See file dsdata.pdf to determine how the superseded data were derived.
 KA0682
 KA0682_MARKER: DB = BENCH MARK DISK
 KA0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0682_STAMPING: Z 34 1934
 KA0682_MARK LOGO: CGS
 KA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0682+STABILITY: SURFACE MOTION
 KA0682
 KA0682  HISTORY     - Date     Condition        Report By
 KA0682  HISTORY     - 1934     MONUMENTED       CGS
 KA0682
 KA0682                          STATION DESCRIPTION
 KA0682
 KA0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA0682'0.4 MI NW FROM NEW ROSS.
 KA0682'0.4 MILE NORTHWEST ALONG THE PEORIA AND EASTERN RAILWAY FROM THE
 KA0682'STATION AT NEW ROSS, MONTGOMERY COUNTY, OPPOSITE POLE 33+13, 75
 KA0682'YARDS SOUTHEAST OF A ONE-STORY UNPAINTED FRAME HOUSE, AT A
 KA0682'DIRT-ROAD CROSSING, 41 YARDS SOUTHEAST OF THE JUNCTION OF THE
 KA0682'DIRT ROAD AND STATE HIGHWAY 34, 15 YARDS EAST OF THE CENTERLINE
 KA0682'OF THE ROAD, 10 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 KA0682'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 34 1934
 KA0682'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2160 ***********************************************************************
 ME2160  DESIGNATION -  Z 349
 ME2160  PID         -  ME2160
 ME2160  STATE/COUNTY-  IN/LA PORTE
 ME2160  COUNTRY     -  US
 ME2160  USGS QUAD   -  MICHIGAN CITY WEST (2019)
 ME2160
 ME2160                         *CURRENT SURVEY CONTROL
 ME2160  ______________________________________________________________________
 ME2160* NAD 83(1986) POSITION- 41 43 17.     (N) 086 53 41.     (W)   SCALED
 ME2160* NAVD 88 ORTHO HEIGHT -   180.981 (meters)      593.77  (feet) ADJUSTED
 ME2160  ______________________________________________________________________
 ME2160  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 ME2160  DYNAMIC HEIGHT  -        180.915 (meters)      593.55  (feet) COMP
 ME2160  MODELED GRAVITY -    980,254.8   (mgal)                       NAVD 88
 ME2160
 ME2160  VERT ORDER      -  FIRST     CLASS II
 ME2160
 ME2160.The horizontal coordinates were scaled from a map and have
 ME2160.an estimated accuracy of +/- 6 seconds.
 ME2160
 ME2160.The orthometric height was determined by differential leveling and
 ME2160.adjusted by the NATIONAL GEODETIC SURVEY
 ME2160.in June 1991.
 ME2160
 ME2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2160.GEOID18 height accuracy estimate available here.
 ME2160
 ME2160.Click photographs - Photos may exist for this station.
 ME2160
 ME2160.The dynamic height is computed by dividing the NAVD 88
 ME2160.geopotential number by the normal gravity value computed on the
 ME2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2160.degrees latitude (g = 980.6199 gals.).
 ME2160
 ME2160.The modeled gravity was interpolated from observed gravity values.
 ME2160
 ME2160;                    North         East    Units  Estimated Accuracy
 ME2160;SPC IN W     -   718,690.      915,690.      MT  (+/- 180 meters Scaled)
 ME2160
 ME2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM087188(NAD 83)
 ME2160
 ME2160                          SUPERSEDED SURVEY CONTROL
 ME2160
 ME2160  NGVD 29 (01/19/93)  181.090  (m)          594.13   (f) ADJUSTED    1 2
 ME2160
 ME2160.Superseded values are not recommended for survey control.
 ME2160
 ME2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2160.See file dsdata.pdf to determine how the superseded data were derived.
 ME2160
 ME2160_MARKER: I = METAL ROD
 ME2160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2160_STAMPING: Z 349 1985
 ME2160_MARK LOGO: NGS
 ME2160_PROJECTION: FLUSH
 ME2160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2160_ROD/PIPE-DEPTH: 15.8 meters
 ME2160
 ME2160  HISTORY     - Date     Condition        Report By
 ME2160  HISTORY     - 1985     MONUMENTED       NGS
 ME2160  HISTORY     - 20110301 MARK NOT FOUND   INDOT
 ME2160
 ME2160                          STATION DESCRIPTION
 ME2160
 ME2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2160'IN MICHIGAN CITY.
 ME2160'IN MICHIGAN CITY, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND CENTER
 ME2160'STREET, 51.5 M (169.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.5
 ME2160'M (14.8 FT) WEST OF THE CENTER OF THE STREET, 1.1 M (3.6 FT) NORTH OF
 ME2160'UTILITY POLE NUMBER 218 860, AND 0.4 M (1.3 FT) EAST OF THE EAST EDGE
 ME2160'OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 ME2160'LOGO CAP.
 ME2160'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 ME2160'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2160
 ME2160                          STATION RECOVERY (2011)
 ME2160
 ME2160'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2011 (MF)
 ME2160'MARK NOT FOUND, MOST LIKELY DESTROYED BY NEW BRIDGE CONSTRUCTION IN
 ME2160'THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0769 ***********************************************************************
 LA0769  DESIGNATION -  Z 35
 LA0769  PID         -  LA0769
 LA0769  STATE/COUNTY-  IN/HUNTINGTON
 LA0769  COUNTRY     -  US
 LA0769  USGS QUAD   -  HUNTINGTON (2019)
 LA0769
 LA0769                         *CURRENT SURVEY CONTROL
 LA0769  ______________________________________________________________________
 LA0769* NAD 83(1986) POSITION- 40 52 51.     (N) 085 28 57.     (W)   SCALED
 LA0769* NAVD 88 ORTHO HEIGHT -   225.457 (meters)      739.69  (feet) ADJUSTED
 LA0769  ______________________________________________________________________
 LA0769  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 LA0769  DYNAMIC HEIGHT  -        225.351 (meters)      739.34  (feet) COMP
 LA0769  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 LA0769
 LA0769  VERT ORDER      -  SECOND    CLASS 0
 LA0769
 LA0769.The horizontal coordinates were scaled from a map and have
 LA0769.an estimated accuracy of +/- 6 seconds.
 LA0769
 LA0769.The orthometric height was determined by differential leveling and
 LA0769.adjusted by the NATIONAL GEODETIC SURVEY
 LA0769.in June 1991.
 LA0769
 LA0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0769.GEOID18 height accuracy estimate available here.
 LA0769
 LA0769.Click photographs - Photos may exist for this station.
 LA0769
 LA0769.The dynamic height is computed by dividing the NAVD 88
 LA0769.geopotential number by the normal gravity value computed on the
 LA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0769.degrees latitude (g = 980.6199 gals.).
 LA0769
 LA0769.The modeled gravity was interpolated from observed gravity values.
 LA0769
 LA0769;                    North         East    Units  Estimated Accuracy
 LA0769;SPC IN E     -   625,340.      115,520.      MT  (+/- 180 meters Scaled)
 LA0769
 LA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL278266(NAD 83)
 LA0769
 LA0769                          SUPERSEDED SURVEY CONTROL
 LA0769
 LA0769  NGVD 29 (??/??/92)  225.596  (m)          740.14   (f) ADJ UNCH    2 0
 LA0769
 LA0769.Superseded values are not recommended for survey control.
 LA0769
 LA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0769.See file dsdata.pdf to determine how the superseded data were derived.
 LA0769
 LA0769_MARKER: DB = BENCH MARK DISK
 LA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0769_STAMPING: Z 35 1934
 LA0769_MARK LOGO: CGS
 LA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0769+STABILITY: SURFACE MOTION
 LA0769
 LA0769  HISTORY     - Date     Condition        Report By
 LA0769  HISTORY     - 1934     MONUMENTED       CGS
 LA0769  HISTORY     - 1965     GOOD             CGS
 LA0769  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 LA0769
 LA0769                          STATION DESCRIPTION
 LA0769
 LA0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0769'AT HUNTINGTON.
 LA0769'AT HUNTINGTON, HUNTINGTON COUNTY, ON THE ERIE RAILROAD, 0.15
 LA0769'MILE SOUTHEAST OF THE STATION, 0.1 MILE SOUTHEAST OF THE CROSSING
 LA0769'OF THE WABASH RAILROAD, 27 FEET NORTHWEST OF THE NORTH END
 LA0769'OF BRIDGE 126-30 OVER LITTLE WABASH RIVER, AT THE CROSSING OF
 LA0769'STATE STREET, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE STREET,
 LA0769'15 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.
 LA0769'A STANDARD DISK, STAMPED Z 35 1934 AND SET IN THE TOP OF A CONCRETE
 LA0769'POST.
 LA0769
 LA0769                          STATION RECOVERY (1965)
 LA0769
 LA0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LA0769'RECOVERED IN GOOD CONDITION.
 LA0769
 LA0769                          STATION RECOVERY (1975)
 LA0769
 LA0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 LA0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1675 ***********************************************************************
 KA1675  DESIGNATION -  Z 350
 KA1675  PID         -  KA1675
 KA1675  STATE/COUNTY-  IN/PUTNAM
 KA1675  COUNTRY     -  US
 KA1675  USGS QUAD   -  REELSVILLE (2019)
 KA1675
 KA1675                         *CURRENT SURVEY CONTROL
 KA1675  ______________________________________________________________________
 KA1675* NAD 83(1986) POSITION- 39 33 55.     (N) 086 53 49.     (W)   SCALED
 KA1675* NAVD 88 ORTHO HEIGHT -   241.761 (meters)      793.18  (feet) ADJUSTED
 KA1675  ______________________________________________________________________
 KA1675  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 KA1675  DYNAMIC HEIGHT  -        241.624 (meters)      792.73  (feet) COMP
 KA1675  MODELED GRAVITY -    980,055.2   (mgal)                       NAVD 88
 KA1675
 KA1675  VERT ORDER      -  FIRST     CLASS II
 KA1675
 KA1675.The horizontal coordinates were scaled from a map and have
 KA1675.an estimated accuracy of +/- 6 seconds.
 KA1675
 KA1675.The orthometric height was determined by differential leveling and
 KA1675.adjusted by the NATIONAL GEODETIC SURVEY
 KA1675.in June 1991.
 KA1675
 KA1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1675.GEOID18 height accuracy estimate available here.
 KA1675
 KA1675.Click photographs - Photos may exist for this station.
 KA1675
 KA1675.The dynamic height is computed by dividing the NAVD 88
 KA1675.geopotential number by the normal gravity value computed on the
 KA1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1675.degrees latitude (g = 980.6199 gals.).
 KA1675
 KA1675.The modeled gravity was interpolated from observed gravity values.
 KA1675
 KA1675;                    North         East    Units  Estimated Accuracy
 KA1675;SPC IN W     -   479,270.      916,020.      MT  (+/- 180 meters Scaled)
 KA1675
 KA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ088795(NAD 83)
 KA1675
 KA1675                          SUPERSEDED SURVEY CONTROL
 KA1675
 KA1675.No superseded survey control is available for this station.
 KA1675
 KA1675_MARKER: DV = VERTICAL CONTROL DISK
 KA1675_SETTING: 66 = SET IN ROCK OUTCROP
 KA1675_STAMPING: Z 350 1985
 KA1675_MARK LOGO: NGS
 KA1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1675+STABILITY: POSITION/ELEVATION WELL
 KA1675
 KA1675  HISTORY     - Date     Condition        Report By
 KA1675  HISTORY     - 1985     MONUMENTED       NGS
 KA1675
 KA1675                          STATION DESCRIPTION
 KA1675
 KA1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1675'20.4 KM (12.7 MI) NE FROM BRAZIL.
 KA1675'20.4 KM (12.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 40 FROM ITS
 KA1675'JUNCTION WITH STATE HIGHWAY 59 IN BRAZIL, SET VERTICALLY NEAR THE
 KA1675'CENTER OF THE NORTH FACE OF A 400 FT EXPOSED AREA OF BEDROCK IN A
 KA1675'HIGHWAY CUT, 74.1 M (243.1 FT) WEST OF A FIRE HYDRANT, 67.7 M (222.1
 KA1675'FT) EAST OF THE WEST END OF THE CUT, AND 8.7 M (28.5 FT) SOUTH OF THE
 KA1675'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 KA1675'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1578 ***********************************************************************
 JA1578  DESIGNATION -  Z 351
 JA1578  PID         -  JA1578
 JA1578  STATE/COUNTY-  IN/PIKE
 JA1578  COUNTRY     -  US
 JA1578  USGS QUAD   -  PETERSBURG (2019)
 JA1578
 JA1578                         *CURRENT SURVEY CONTROL
 JA1578  ______________________________________________________________________
 JA1578* NAD 83(1986) POSITION- 38 29 52.     (N) 087 15 32.     (W)   SCALED
 JA1578* NAVD 88 ORTHO HEIGHT -   172.033 (meters)      564.41  (feet) ADJUSTED
 JA1578  ______________________________________________________________________
 JA1578  GEOID HEIGHT    -        -32.048 (meters)                     GEOID18
 JA1578  DYNAMIC HEIGHT  -        171.922 (meters)      564.05  (feet) COMP
 JA1578  MODELED GRAVITY -    979,978.2   (mgal)                       NAVD 88
 JA1578
 JA1578  VERT ORDER      -  FIRST     CLASS II
 JA1578
 JA1578.The horizontal coordinates were scaled from a map and have
 JA1578.an estimated accuracy of +/- 6 seconds.
 JA1578
 JA1578.The orthometric height was determined by differential leveling and
 JA1578.adjusted by the NATIONAL GEODETIC SURVEY
 JA1578.in June 1991.
 JA1578
 JA1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1578.GEOID18 height accuracy estimate available here.
 JA1578
 JA1578.Click photographs - Photos may exist for this station.
 JA1578
 JA1578.The dynamic height is computed by dividing the NAVD 88
 JA1578.geopotential number by the normal gravity value computed on the
 JA1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1578.degrees latitude (g = 980.6199 gals.).
 JA1578
 JA1578.The modeled gravity was interpolated from observed gravity values.
 JA1578
 JA1578;                    North         East    Units  Estimated Accuracy
 JA1578;SPC IN W     -   360,760.      884,690.      MT  (+/- 180 meters Scaled)
 JA1578
 JA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH774610(NAD 83)
 JA1578
 JA1578                          SUPERSEDED SURVEY CONTROL
 JA1578
 JA1578.No superseded survey control is available for this station.
 JA1578
 JA1578_MARKER: I = METAL ROD
 JA1578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1578_STAMPING: Z 351 1986
 JA1578_MARK LOGO: NGS
 JA1578_PROJECTION: FLUSH
 JA1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1578_ROD/PIPE-DEPTH: 4.9 meters
 JA1578
 JA1578  HISTORY     - Date     Condition        Report By
 JA1578  HISTORY     - 1986     MONUMENTED       NGS
 JA1578  HISTORY     - 20080314 MARK NOT FOUND   INDIV
 JA1578
 JA1578                          STATION DESCRIPTION
 JA1578
 JA1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1578'19.6 KM (12.2 MI) SW FROM WASHINGTON.
 JA1578'19.6 KM (12.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 57 FROM ITS
 JA1578'JUNCTION WITH U.S. HIGHWAY 50 IN WASHINGTON, OR 19.9 KM (12.35 MI)
 JA1578'NORTHEASTERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH STATE
 JA1578'HIGHWAY 357 IN OAKLAND CITY, 25.8 M (84.6 FT) SOUTHEAST OF THE HIGHWAY
 JA1578'CENTERLINE, 7.8 M (25.6 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, AND
 JA1578'1.5 M (4.9 FT) NORTHWEST OF THE WEST CORNER OF THE FOUNDATION FOR THE
 JA1578'SOUTHWEST LEG OF THE MUNICIPAL WATER TANK.  NOTE--ACCESS TO DATUM
 JA1578'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1578'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 JA1578
 JA1578                          STATION RECOVERY (2008)
 JA1578
 JA1578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JDL)
 JA1578'MARK NOT FOUND
 JA1578'
 JA1578'GROUND APPEARED RECENTLY DISTURBED IN AREA AROUND DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1718 ***********************************************************************
 KA1718  DESIGNATION -  Z 352
 KA1718  PID         -  KA1718
 KA1718  STATE/COUNTY-  IN/GREENE
 KA1718  COUNTRY     -  US
 KA1718  USGS QUAD   -  BLOOMFIELD (2019)
 KA1718
 KA1718                         *CURRENT SURVEY CONTROL
 KA1718  ______________________________________________________________________
 KA1718* NAD 83(1986) POSITION- 39 07 19.6    (N) 086 58 49.9    (W)   HD_HELD2
 KA1718* NAVD 88 ORTHO HEIGHT -   157.595 (meters)      517.04  (feet) ADJUSTED
 KA1718  ______________________________________________________________________
 KA1718  GEOID HEIGHT    -        -32.760 (meters)                     GEOID18
 KA1718  DYNAMIC HEIGHT  -        157.501 (meters)      516.73  (feet) COMP
 KA1718  MODELED GRAVITY -    980,027.8   (mgal)                       NAVD 88
 KA1718
 KA1718  VERT ORDER      -  FIRST     CLASS II
 KA1718
 KA1718.The horizontal coordinates were established by autonomous hand held GPS
 KA1718.observations and have an estimated accuracy of +/- 10 meters.
 KA1718
 KA1718.The orthometric height was determined by differential leveling and
 KA1718.adjusted by the NATIONAL GEODETIC SURVEY
 KA1718.in June 1991.
 KA1718
 KA1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1718.GEOID18 height accuracy estimate available here.
 KA1718
 KA1718.Click photographs - Photos may exist for this station.
 KA1718
 KA1718.The dynamic height is computed by dividing the NAVD 88
 KA1718.geopotential number by the normal gravity value computed on the
 KA1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1718.degrees latitude (g = 980.6199 gals.).
 KA1718
 KA1718.The modeled gravity was interpolated from observed gravity values.
 KA1718
 KA1718;                    North         East    Units  Estimated Accuracy
 KA1718;SPC IN W     -   430,057.      908,890.      MT  (+/- 10 meters HH2 GPS)
 KA1718
 KA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0168330327(NAD 83)
 KA1718
 KA1718                          SUPERSEDED SURVEY CONTROL
 KA1718
 KA1718.No superseded survey control is available for this station.
 KA1718
 KA1718_MARKER: I = METAL ROD
 KA1718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1718_STAMPING: Z 352 1985
 KA1718_MARK LOGO: NGS
 KA1718_PROJECTION: RECESSED 2 CENTIMETERS
 KA1718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1718+STABILITY: POSITION/ELEVATION WELL
 KA1718_ROD/PIPE-DEPTH: 12.8 meters
 KA1718_SLEEVE-DEPTH  : 3.1 meters
 KA1718
 KA1718  HISTORY     - Date     Condition        Report By
 KA1718  HISTORY     - 1985     MONUMENTED       NGS
 KA1718
 KA1718                          STATION DESCRIPTION
 KA1718
 KA1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1718'IN WORTHINGTON.
 KA1718'IN WORTHINGTON, AT THE INTERSECTION OF EDWARDS AND WORTHINGTON
 KA1718'STREETS, AT THE SOUTHEAST CORNER OF THE CITY PARK, 6.0 M (19.7 FT)
 KA1718'NORTH OF THE CENTER OF WORTHINGTON STREET, 3.2 M (10.5 FT) WEST OF THE
 KA1718'WEST EDGE OF THE WEST ONE OF TWO 3 BY 3 FT ROCK PILLARS OF A SIDEWALK
 KA1718'ENTRANCE TO THE PARK, 0.6 M (2.0 FT) WEST OF THE EXTENDED CENTER OF
 KA1718'EDWARDS STREEET, AND 0.3 M (1.0 FT) NORTH OF THE NORTH EDGE OF A
 KA1718'SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KA1718'CAP.
 KA1718'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1608 ***********************************************************************
 JA1608  DESIGNATION -  Z 353
 JA1608  PID         -  JA1608
 JA1608  STATE/COUNTY-  IN/GREENE
 JA1608  COUNTRY     -  US
 JA1608  USGS QUAD   -  LYONS (2019)
 JA1608
 JA1608                         *CURRENT SURVEY CONTROL
 JA1608  ______________________________________________________________________
 JA1608* NAD 83(1986) POSITION- 38 59 18.     (N) 087 00 57.     (W)   SCALED
 JA1608* NAVD 88 ORTHO HEIGHT -   153.261 (meters)      502.82  (feet) ADJUSTED
 JA1608  ______________________________________________________________________
 JA1608  GEOID HEIGHT    -        -32.708 (meters)                     GEOID18
 JA1608  DYNAMIC HEIGHT  -        153.167 (meters)      502.52  (feet) COMP
 JA1608  MODELED GRAVITY -    980,013.8   (mgal)                       NAVD 88
 JA1608
 JA1608  VERT ORDER      -  FIRST     CLASS II
 JA1608
 JA1608.The horizontal coordinates were scaled from a map and have
 JA1608.an estimated accuracy of +/- 6 seconds.
 JA1608
 JA1608.The orthometric height was determined by differential leveling and
 JA1608.adjusted by the NATIONAL GEODETIC SURVEY
 JA1608.in June 1991.
 JA1608
 JA1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1608.GEOID18 height accuracy estimate available here.
 JA1608
 JA1608.Click photographs - Photos may exist for this station.
 JA1608
 JA1608.The dynamic height is computed by dividing the NAVD 88
 JA1608.geopotential number by the normal gravity value computed on the
 JA1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1608.degrees latitude (g = 980.6199 gals.).
 JA1608
 JA1608.The modeled gravity was interpolated from observed gravity values.
 JA1608
 JA1608;                    North         East    Units  Estimated Accuracy
 JA1608;SPC IN W     -   415,200.      905,850.      MT  (+/- 180 meters Scaled)
 JA1608
 JA1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ986154(NAD 83)
 JA1608
 JA1608                          SUPERSEDED SURVEY CONTROL
 JA1608
 JA1608.No superseded survey control is available for this station.
 JA1608
 JA1608_MARKER: I = METAL ROD
 JA1608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1608_STAMPING: Z 353 1985
 JA1608_MARK LOGO: NGS
 JA1608_PROJECTION: FLUSH
 JA1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1608_ROD/PIPE-DEPTH: 3.4 meters
 JA1608
 JA1608  HISTORY     - Date     Condition        Report By
 JA1608  HISTORY     - 1985     MONUMENTED       NGS
 JA1608
 JA1608                          STATION DESCRIPTION
 JA1608
 JA1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JA1608'15.6 KM (9.7 MI) SW FROM WORTHINGTON.
 JA1608'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 231 FROM ITS
 JA1608'JUNCTION WITH STATE HIGHWAY 157 IN WORTHINGTON, THENCE 10.2 KM (6.35
 JA1608'MI) SOUTHERLY ALONG STATE HIGHWAY 57, 0.7 KM (0.45 MI) SOUTH OF THE
 JA1608'JUNCTION OF COUNTY ROAD 200 SOUTH, 19.4 M (63.6 FT) EAST OF THE
 JA1608'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) NORTHEAST OF THE NORTH END
 JA1608'OF A 2 FT CULVERT, 9.7 M (31.8 FT) NORTH OF THE CENTER OF A TRACK ROAD
 JA1608'LEADING EAST, AND 3.5 M (11.5 FT) NORTH OF A FENCE CORNER.
 JA1608'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1608'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JA1608'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1613 ***********************************************************************
 JA1613  DESIGNATION -  Z 354
 JA1613  PID         -  JA1613
 JA1613  STATE/COUNTY-  IN/GREENE
 JA1613  COUNTRY     -  US
 JA1613  USGS QUAD   -  LYONS (2019)
 JA1613
 JA1613                         *CURRENT SURVEY CONTROL
 JA1613  ______________________________________________________________________
 JA1613* NAD 83(1986) POSITION- 38 55 28.     (N) 087 01 12.     (W)   SCALED
 JA1613* NAVD 88 ORTHO HEIGHT -   168.395 (meters)      552.48  (feet) ADJUSTED
 JA1613  ______________________________________________________________________
 JA1613  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 JA1613  DYNAMIC HEIGHT  -        168.291 (meters)      552.13  (feet) COMP
 JA1613  MODELED GRAVITY -    980,006.3   (mgal)                       NAVD 88
 JA1613
 JA1613  VERT ORDER      -  FIRST     CLASS II
 JA1613
 JA1613.The horizontal coordinates were scaled from a map and have
 JA1613.an estimated accuracy of +/- 6 seconds.
 JA1613
 JA1613.The orthometric height was determined by differential leveling and
 JA1613.adjusted by the NATIONAL GEODETIC SURVEY
 JA1613.in June 1991.
 JA1613
 JA1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1613.GEOID18 height accuracy estimate available here.
 JA1613
 JA1613.Click photographs - Photos may exist for this station.
 JA1613
 JA1613.The dynamic height is computed by dividing the NAVD 88
 JA1613.geopotential number by the normal gravity value computed on the
 JA1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1613.degrees latitude (g = 980.6199 gals.).
 JA1613
 JA1613.The modeled gravity was interpolated from observed gravity values.
 JA1613
 JA1613;                    North         East    Units  Estimated Accuracy
 JA1613;SPC IN W     -   408,110.      905,490.      MT  (+/- 180 meters Scaled)
 JA1613
 JA1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ982083(NAD 83)
 JA1613
 JA1613                          SUPERSEDED SURVEY CONTROL
 JA1613
 JA1613.No superseded survey control is available for this station.
 JA1613
 JA1613_MARKER: I = METAL ROD
 JA1613_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1613_STAMPING: Z 354 1986
 JA1613_MARK LOGO: NGS
 JA1613_PROJECTION: RECESSED 2 CENTIMETERS
 JA1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1613+STABILITY: POSITION/ELEVATION WELL
 JA1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1613+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 JA1613_ROD/PIPE-DEPTH: 3.7 meters
 JA1613_SLEEVE-DEPTH  : 3.0 meters
 JA1613
 JA1613  HISTORY     - Date     Condition        Report By
 JA1613  HISTORY     - 1986     MONUMENTED       NGS
 JA1613  HISTORY     - 20030321 GOOD             LNDMRK
 JA1613
 JA1613                          STATION DESCRIPTION
 JA1613
 JA1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1613'IN NEWBERRY.
 JA1613'IN NEWBERRY, AT THE JUNCTION OF 4TH AND MULBERRY STREETS, 46.0 M
 JA1613'(150.9 FT) EAST OF THE CENTER OF MUNBERRY STREET, 20.1 M (65.9 FT)
 JA1613'NORTH OF THE CENTER OF 4TH STREET, AND 3.4 M (11.2 FT) EAST-SOUTHEAST
 JA1613'OF THE NORTHEAST CORNER OF THE BASE OF THE MUNICIPAL WATER TANK.
 JA1613'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1613'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 JA1613
 JA1613                          STATION RECOVERY (2003)
 JA1613
 JA1613'RECOVERY NOTE BY LANDMARK SURVEYING INCORPORATED 2003 (DLH)
 JA1613'THE NGS DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2852 ***********************************************************************
 JZ2852  DESIGNATION -  Z 355
 JZ2852  PID         -  JZ2852
 JZ2852  STATE/COUNTY-  IN/SHELBY
 JZ2852  COUNTRY     -  US
 JZ2852  USGS QUAD   -  SHELBYVILLE (2019)
 JZ2852
 JZ2852                         *CURRENT SURVEY CONTROL
 JZ2852  ______________________________________________________________________
 JZ2852* NAD 83(1986) POSITION- 39 34 25.     (N) 085 48 26.     (W)   SCALED
 JZ2852* NAVD 88 ORTHO HEIGHT -   240.642 (meters)      789.51  (feet) ADJUSTED
 JZ2852  ______________________________________________________________________
 JZ2852  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JZ2852  DYNAMIC HEIGHT  -        240.502 (meters)      789.05  (feet) COMP
 JZ2852  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 JZ2852
 JZ2852  VERT ORDER      -  FIRST     CLASS II
 JZ2852
 JZ2852.The horizontal coordinates were scaled from a map and have
 JZ2852.an estimated accuracy of +/- 6 seconds.
 JZ2852
 JZ2852.The orthometric height was determined by differential leveling and
 JZ2852.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2852.in June 1991.
 JZ2852
 JZ2852.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2852.GEOID18 height accuracy estimate available here.
 JZ2852
 JZ2852.Click photographs - Photos may exist for this station.
 JZ2852
 JZ2852.The dynamic height is computed by dividing the NAVD 88
 JZ2852.geopotential number by the normal gravity value computed on the
 JZ2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2852.degrees latitude (g = 980.6199 gals.).
 JZ2852
 JZ2852.The modeled gravity was interpolated from observed gravity values.
 JZ2852
 JZ2852;                    North         East    Units  Estimated Accuracy
 JZ2852;SPC IN E     -   480,190.       87,920.      MT  (+/- 180 meters Scaled)
 JZ2852
 JZ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ024811(NAD 83)
 JZ2852
 JZ2852                          SUPERSEDED SURVEY CONTROL
 JZ2852
 JZ2852.No superseded survey control is available for this station.
 JZ2852
 JZ2852_MARKER: I = METAL ROD
 JZ2852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2852_STAMPING: Z 355 1986
 JZ2852_MARK LOGO: NGS
 JZ2852_PROJECTION: FLUSH
 JZ2852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2852+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2013
 JZ2852_ROD/PIPE-DEPTH: 7.9 meters
 JZ2852
 JZ2852  HISTORY     - Date     Condition        Report By
 JZ2852  HISTORY     - 1986     MONUMENTED       NGS
 JZ2852  HISTORY     - 20130417 GOOD             INDNR
 JZ2852
 JZ2852                          STATION DESCRIPTION
 JZ2852
 JZ2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2852'8.2 KM (5.1 MI) NW FROM SHELBYVILLE.
 JZ2852'8.2 KM (5.1 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2852'JUNCTION WITH STATE HIGHWAY 44 IN SHELBYVILLE, 16.8 M (55.1 FT)
 JZ2852'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 JZ2852'HIGHWAY, 5.4 M (17.7 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 JZ2852'DRIVEWAY LEADING NORTHEAST, AND 5.4 M (17.7 FT) NORTHEAST OF A UTILITY
 JZ2852'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2852'THE MARK IS 0.7 METERS  SW FROM  A WITNESS POST AND FENCE
 JZ2852'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JZ2852
 JZ2852                          STATION RECOVERY (2013)
 JZ2852
 JZ2852'RECOVERY NOTE BY IN DEPT OF NAT RES 2013 (RDN)
 JZ2852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA1292 ***********************************************************************
 HA1292  DESIGNATION -  Z 356
 HA1292  PID         -  HA1292
 HA1292  STATE/COUNTY-  IN/VANDERBURGH
 HA1292  COUNTRY     -  US
 HA1292  USGS QUAD   -  EVANSVILLE SOUTH (2019)
 HA1292
 HA1292                         *CURRENT SURVEY CONTROL
 HA1292  ______________________________________________________________________
 HA1292* NAD 83(1986) POSITION- 37 58 40.     (N) 087 35 09.     (W)   SCALED
 HA1292* NAVD 88 ORTHO HEIGHT -   115.222 (meters)      378.02  (feet) ADJUSTED
 HA1292  ______________________________________________________________________
 HA1292  GEOID HEIGHT    -        -31.009 (meters)                     GEOID18
 HA1292  DYNAMIC HEIGHT  -        115.143 (meters)      377.77  (feet) COMP
 HA1292  MODELED GRAVITY -    979,937.4   (mgal)                       NAVD 88
 HA1292
 HA1292  VERT ORDER      -  FIRST     CLASS II
 HA1292
 HA1292.The horizontal coordinates were scaled from a map and have
 HA1292.an estimated accuracy of +/- 6 seconds.
 HA1292
 HA1292.The orthometric height was determined by differential leveling and
 HA1292.adjusted by the NATIONAL GEODETIC SURVEY
 HA1292.in June 1991.
 HA1292
 HA1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA1292.GEOID18 height accuracy estimate available here.
 HA1292
 HA1292.Click photographs - Photos may exist for this station.
 HA1292
 HA1292.The dynamic height is computed by dividing the NAVD 88
 HA1292.geopotential number by the normal gravity value computed on the
 HA1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1292.degrees latitude (g = 980.6199 gals.).
 HA1292
 HA1292.The modeled gravity was interpolated from observed gravity values.
 HA1292
 HA1292;                    North         East    Units  Estimated Accuracy
 HA1292;SPC IN W     -   303,150.      855,850.      MT  (+/- 180 meters Scaled)
 HA1292
 HA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH485035(NAD 83)
 HA1292
 HA1292                          SUPERSEDED SURVEY CONTROL
 HA1292
 HA1292.No superseded survey control is available for this station.
 HA1292
 HA1292_MARKER: DV = VERTICAL CONTROL DISK
 HA1292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HA1292_SP_SET: PIER
 HA1292_STAMPING: Z 356 1986
 HA1292_MARK LOGO: NGS
 HA1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA1292
 HA1292  HISTORY     - Date     Condition        Report By
 HA1292  HISTORY     - 1986     MONUMENTED       NGS
 HA1292
 HA1292                          STATION DESCRIPTION
 HA1292
 HA1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HA1292'3.7 KM (2.3 MI) WEST FROM EVANSVILLE.
 HA1292'IN EVANSVILLE, AT THE INTERSECTION OF STATE HIGHWAY 64 (PENNSYLVANIA
 HA1292'AVENUE) AND PIGEON CREEK, SET VERTICALLY IN THE EAST FACE OF THE MOST
 HA1292'SOUTHERLY 1 OF 8 COLUMNS OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF
 HA1292'THE HIGHWAY BRIDGE SPANNING THE CREEK, AND 7.9 M (25.9 FT) SOUTH OF
 HA1292'THE EAST BOUND HIGHWAY CENTERLINE.
 HA1292'THE MARK IS 3.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2829 ***********************************************************************
 JZ2829  DESIGNATION -  Z 357
 JZ2829  PID         -  JZ2829
 JZ2829  STATE/COUNTY-  IN/DECATUR
 JZ2829  COUNTRY     -  US
 JZ2829  USGS QUAD   -  GREENSBURG (2019)
 JZ2829
 JZ2829                         *CURRENT SURVEY CONTROL
 JZ2829  ______________________________________________________________________
 JZ2829* NAD 83(1986) POSITION- 39 21 45.     (N) 085 29 55.     (W)   SCALED
 JZ2829* NAVD 88 ORTHO HEIGHT -   291.941 (meters)      957.81  (feet) ADJUSTED
 JZ2829  ______________________________________________________________________
 JZ2829  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JZ2829  DYNAMIC HEIGHT  -        291.760 (meters)      957.22  (feet) COMP
 JZ2829  MODELED GRAVITY -    979,996.9   (mgal)                       NAVD 88
 JZ2829
 JZ2829  VERT ORDER      -  FIRST     CLASS II
 JZ2829
 JZ2829.The horizontal coordinates were scaled from a map and have
 JZ2829.an estimated accuracy of +/- 6 seconds.
 JZ2829
 JZ2829.The orthometric height was determined by differential leveling and
 JZ2829.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2829.in June 1991.
 JZ2829
 JZ2829.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2829.GEOID18 height accuracy estimate available here.
 JZ2829
 JZ2829.Click photographs - Photos may exist for this station.
 JZ2829
 JZ2829.The dynamic height is computed by dividing the NAVD 88
 JZ2829.geopotential number by the normal gravity value computed on the
 JZ2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2829.degrees latitude (g = 980.6199 gals.).
 JZ2829
 JZ2829.The modeled gravity was interpolated from observed gravity values.
 JZ2829
 JZ2829;                    North         East    Units  Estimated Accuracy
 JZ2829;SPC IN E     -   456,750.      114,480.      MT  (+/- 180 meters Scaled)
 JZ2829
 JZ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ293580(NAD 83)
 JZ2829
 JZ2829                          SUPERSEDED SURVEY CONTROL
 JZ2829
 JZ2829.No superseded survey control is available for this station.
 JZ2829
 JZ2829_MARKER: DV = VERTICAL CONTROL DISK
 JZ2829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2829_SP_SET: PIER
 JZ2829_STAMPING: Z 357 1986
 JZ2829_MARK LOGO: NGS
 JZ2829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2829+STABILITY: POSITION/ELEVATION WELL
 JZ2829
 JZ2829  HISTORY     - Date     Condition        Report By
 JZ2829  HISTORY     - 1986     MONUMENTED       NGS
 JZ2829
 JZ2829                          STATION DESCRIPTION
 JZ2829
 JZ2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2829'1.6 KM (1.0 MI) NW FROM GREENSBURG.
 JZ2829'1.6 KM (1.0 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2829'JUNCTION WITH STATE HIGHWAY 3 IN GREENSBURG, SET VERTICALLY IN THE
 JZ2829'NORTH FACE OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF A
 JZ2829'PAVED ROAD OVERPASS OF THE HIGHWAY, 13.1 M (43.0 FT) NORTH OF THE
 JZ2829'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 12.7 M (41.7
 JZ2829'FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 JZ2829'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2803 ***********************************************************************
 JZ2803  DESIGNATION -  Z 358
 JZ2803  PID         -  JZ2803
 JZ2803  STATE/COUNTY-  IN/DEARBORN
 JZ2803  COUNTRY     -  US
 JZ2803  USGS QUAD   -  CEDAR GROVE (2019)
 JZ2803
 JZ2803                         *CURRENT SURVEY CONTROL
 JZ2803  ______________________________________________________________________
 JZ2803* NAD 83(1986) POSITION- 39 16 42.     (N) 084 57 37.     (W)   SCALED
 JZ2803* NAVD 88 ORTHO HEIGHT -   295.090 (meters)      968.14  (feet) ADJUSTED
 JZ2803  ______________________________________________________________________
 JZ2803  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JZ2803  DYNAMIC HEIGHT  -        294.908 (meters)      967.54  (feet) COMP
 JZ2803  MODELED GRAVITY -    980,001.3   (mgal)                       NAVD 88
 JZ2803
 JZ2803  VERT ORDER      -  FIRST     CLASS II
 JZ2803
 JZ2803.The horizontal coordinates were scaled from a map and have
 JZ2803.an estimated accuracy of +/- 6 seconds.
 JZ2803
 JZ2803.The orthometric height was determined by differential leveling and
 JZ2803.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2803.in June 1991.
 JZ2803
 JZ2803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2803.GEOID18 height accuracy estimate available here.
 JZ2803
 JZ2803.Click photographs - Photos may exist for this station.
 JZ2803
 JZ2803.The dynamic height is computed by dividing the NAVD 88
 JZ2803.geopotential number by the normal gravity value computed on the
 JZ2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2803.degrees latitude (g = 980.6199 gals.).
 JZ2803
 JZ2803.The modeled gravity was interpolated from observed gravity values.
 JZ2803
 JZ2803;                    North         East    Units  Estimated Accuracy
 JZ2803;SPC IN E     -   447,630.      160,950.      MT  (+/- 180 meters Scaled)
 JZ2803
 JZ2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ759496(NAD 83)
 JZ2803
 JZ2803                          SUPERSEDED SURVEY CONTROL
 JZ2803
 JZ2803.No superseded survey control is available for this station.
 JZ2803
 JZ2803_MARKER: DV = VERTICAL CONTROL DISK
 JZ2803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2803_SP_SET: PIER
 JZ2803_STAMPING: Z 358 1986
 JZ2803_MARK LOGO: NGS
 JZ2803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2803+STABILITY: POSITION/ELEVATION WELL
 JZ2803
 JZ2803  HISTORY     - Date     Condition        Report By
 JZ2803  HISTORY     - 1986     MONUMENTED       NGS
 JZ2803
 JZ2803                          STATION DESCRIPTION
 JZ2803
 JZ2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2803'23.5 KM (14.6 MI) EAST FROM BATESVILLE.
 JZ2803'23.5 KM (14.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 74 FROM ITS
 JZ2803'JUNCTION WITH STATE HIGHWAY 229 IN BATESVILLE, OR 26.6 KM (16.5 MI)
 JZ2803'NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH U.S. HIGHWAY 50
 JZ2803'IN LAWRENCEBURG, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 JZ2803'1 OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF A
 JZ2803'STATE HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 74, AND 7.4 M (24.3 FT)
 JZ2803'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 JZ2803'THE MARK IS 1.2 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1747 ***********************************************************************
 KA1747  DESIGNATION -  Z 360
 KA1747  PID         -  KA1747
 KA1747  STATE/COUNTY-  IN/VERMILLION
 KA1747  COUNTRY     -  US
 KA1747  USGS QUAD   -  DANA (2019)
 KA1747
 KA1747                         *CURRENT SURVEY CONTROL
 KA1747  ______________________________________________________________________
 KA1747* NAD 83(1986) POSITION- 39 47 40.     (N) 087 23 40.     (W)   SCALED
 KA1747* NAVD 88 ORTHO HEIGHT -   191.521 (meters)      628.35  (feet) ADJUSTED
 KA1747  ______________________________________________________________________
 KA1747  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KA1747  DYNAMIC HEIGHT  -        191.416 (meters)      628.00  (feet) COMP
 KA1747  MODELED GRAVITY -    980,074.2   (mgal)                       NAVD 88
 KA1747
 KA1747  VERT ORDER      -  FIRST     CLASS II
 KA1747
 KA1747.The horizontal coordinates were scaled from a map and have
 KA1747.an estimated accuracy of +/- 6 seconds.
 KA1747
 KA1747.The orthometric height was determined by differential leveling and
 KA1747.adjusted by the NATIONAL GEODETIC SURVEY
 KA1747.in June 1991.
 KA1747
 KA1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1747.GEOID18 height accuracy estimate available here.
 KA1747
 KA1747.Click photographs - Photos may exist for this station.
 KA1747
 KA1747.The dynamic height is computed by dividing the NAVD 88
 KA1747.geopotential number by the normal gravity value computed on the
 KA1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1747.degrees latitude (g = 980.6199 gals.).
 KA1747
 KA1747.The modeled gravity was interpolated from observed gravity values.
 KA1747
 KA1747;                    North         East    Units  Estimated Accuracy
 KA1747;SPC IN W     -   504,740.      873,350.      MT  (+/- 180 meters Scaled)
 KA1747
 KA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK662050(NAD 83)
 KA1747
 KA1747                          SUPERSEDED SURVEY CONTROL
 KA1747
 KA1747.No superseded survey control is available for this station.
 KA1747
 KA1747_MARKER: I = METAL ROD
 KA1747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1747_STAMPING: Z 360 1986
 KA1747_MARK LOGO: NGS
 KA1747_PROJECTION: FLUSH
 KA1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1747_ROD/PIPE-DEPTH: 5.3 meters
 KA1747
 KA1747  HISTORY     - Date     Condition        Report By
 KA1747  HISTORY     - 1986     MONUMENTED       NGS
 KA1747
 KA1747                          STATION DESCRIPTION
 KA1747
 KA1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1747'18.0 KM (11.2 MI) NORTH FROM CLINTON.
 KA1747'16.1 KM (10.0 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 KA1747'WITH STATE HIGHWAY 163 IN CLINTON, THENCE 1.4 KM (0.85 MI) EAST ALONG
 KA1747'U.S. HIGHWAY 36, THENCE 0.5 KM (0.3 MI) NORTH ALONG COUNTY ROAD 600 S,
 KA1747'8.5 M (27.9 FT) EAST OF THE CENTER OF COUNTY ROAD 600 S, 4.6 M (15.1
 KA1747'FT) NORTH OF THE CENTER OF COUNTY ROAD 375 E, AND 0.7 M (2.3 FT) EAST
 KA1747'OF UTILITY POLE NUMBER 294-465.  NOTE--ACCESS TO DATUM POINT IS HAD
 KA1747'THROUGH A 5-INCH LOGO CAP.
 KA1747'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 KA1747'THE MARK IS 0.3 M ABOVE COUNTY ROAD 600 S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME3393 ***********************************************************************
 ME3393  DESIGNATION -  Z 367
 ME3393  PID         -  ME3393
 ME3393  STATE/COUNTY-  IN/MARSHALL
 ME3393  COUNTRY     -  US
 ME3393  USGS QUAD   -  PLYMOUTH (2019)
 ME3393
 ME3393                         *CURRENT SURVEY CONTROL
 ME3393  ______________________________________________________________________
 ME3393* NAD 83(1986) POSITION- 41 20 10.     (N) 086 17 53.     (W)   SCALED
 ME3393* NAVD 88 ORTHO HEIGHT -   244.519 (meters)      802.23  (feet) ADJUSTED
 ME3393  ______________________________________________________________________
 ME3393  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 ME3393  DYNAMIC HEIGHT  -        244.416 (meters)      801.89  (feet) COMP
 ME3393  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 ME3393
 ME3393  VERT ORDER      -  FIRST     CLASS II
 ME3393
 ME3393.The horizontal coordinates were scaled from a map and have
 ME3393.an estimated accuracy of +/- 6 seconds.
 ME3393
 ME3393.The orthometric height was determined by differential leveling and
 ME3393.adjusted by the NATIONAL GEODETIC SURVEY
 ME3393.in April 1995.
 ME3393
 ME3393.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME3393.GEOID18 height accuracy estimate available here.
 ME3393
 ME3393.Click photographs - Photos may exist for this station.
 ME3393
 ME3393.The dynamic height is computed by dividing the NAVD 88
 ME3393.geopotential number by the normal gravity value computed on the
 ME3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3393.degrees latitude (g = 980.6199 gals.).
 ME3393
 ME3393.The modeled gravity was interpolated from observed gravity values.
 ME3393
 ME3393;                    North         East    Units  Estimated Accuracy
 ME3393;SPC IN E     -   676,080.       47,150.      MT  (+/- 180 meters Scaled)
 ME3393
 ME3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL587763(NAD 83)
 ME3393
 ME3393                          SUPERSEDED SURVEY CONTROL
 ME3393
 ME3393  NGVD 29 (01/19/93)  244.639  (m)          802.62   (f) ADJUSTED    1 2
 ME3393
 ME3393.Superseded values are not recommended for survey control.
 ME3393
 ME3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3393.See file dsdata.pdf to determine how the superseded data were derived.
 ME3393
 ME3393_MARKER: I = METAL ROD
 ME3393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3393_STAMPING: Z 367 1992
 ME3393_MARK LOGO: NGS
 ME3393_PROJECTION: FLUSH
 ME3393_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3393+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3393_ROD/PIPE-DEPTH: 5.8 meters
 ME3393
 ME3393  HISTORY     - Date     Condition        Report By
 ME3393  HISTORY     - 1992     MONUMENTED       NGS
 ME3393
 ME3393                          STATION DESCRIPTION
 ME3393
 ME3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3393'IN PLYMOUTH, AT THE INTERSECTION OF WEBSTER AVENUE AND DICKMAN STREET,
 ME3393'7.4 M (24.3 FT) NORTH OF THE EXTENDED CENTER OF THE AVENUE, 7.1 M
 ME3393'(23.3 FT) SOUTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 5.6 M
 ME3393'(18.4 FT) NORTH OF UTILITY POLE NUMBER 298-735, 5.0 M (16.4 FT)
 ME3393'SOUTHWEST OF MILEPOST 383, 1.0 M (3.3 FT) EAST OF THE EXTENDED CENTER
 ME3393'OF THE STREET, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND 0.3 M
 ME3393'(1.0 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DATUM
 ME3393'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0325 ***********************************************************************
 LA0325  DESIGNATION -  Z 37
 LA0325  PID         -  LA0325
 LA0325  STATE/COUNTY-  IN/JAY
 LA0325  COUNTRY     -  US
 LA0325  USGS QUAD   -  PORTLAND (2019)
 LA0325
 LA0325                         *CURRENT SURVEY CONTROL
 LA0325  ______________________________________________________________________
 LA0325* NAD 83(1986) POSITION- 40 26 21.     (N) 084 58 39.     (W)   SCALED
 LA0325* NAVD 88 ORTHO HEIGHT -   277.947 (meters)      911.90  (feet) ADJUSTED
 LA0325  ______________________________________________________________________
 LA0325  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 LA0325  DYNAMIC HEIGHT  -        277.810 (meters)      911.45  (feet) COMP
 LA0325  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 LA0325
 LA0325  VERT ORDER      -  SECOND    CLASS 0
 LA0325
 LA0325.The horizontal coordinates were scaled from a map and have
 LA0325.an estimated accuracy of +/- 6 seconds.
 LA0325
 LA0325.The orthometric height was determined by differential leveling and
 LA0325.adjusted by the NATIONAL GEODETIC SURVEY
 LA0325.in June 1991.
 LA0325
 LA0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0325.GEOID18 height accuracy estimate available here.
 LA0325
 LA0325.Click photographs - Photos may exist for this station.
 LA0325
 LA0325.The dynamic height is computed by dividing the NAVD 88
 LA0325.geopotential number by the normal gravity value computed on the
 LA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0325.degrees latitude (g = 980.6199 gals.).
 LA0325
 LA0325.The modeled gravity was interpolated from observed gravity values.
 LA0325
 LA0325;                    North         East    Units  Estimated Accuracy
 LA0325;SPC IN E     -   576,510.      158,470.      MT  (+/- 180 meters Scaled)
 LA0325
 LA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK715784(NAD 83)
 LA0325
 LA0325                          SUPERSEDED SURVEY CONTROL
 LA0325
 LA0325  NGVD 29 (??/??/92)  278.097  (m)          912.39   (f) ADJ UNCH    2 0
 LA0325
 LA0325.Superseded values are not recommended for survey control.
 LA0325
 LA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0325.See file dsdata.pdf to determine how the superseded data were derived.
 LA0325
 LA0325_MARKER: DB = BENCH MARK DISK
 LA0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0325_STAMPING: Z 37 1934
 LA0325_MARK LOGO: CGS
 LA0325_PROJECTION: FLUSH
 LA0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0325+STABILITY: SURFACE MOTION
 LA0325
 LA0325  HISTORY     - Date     Condition        Report By
 LA0325  HISTORY     - 1934     MONUMENTED       CGS
 LA0325  HISTORY     - 1947     GOOD             CGS
 LA0325
 LA0325                          STATION DESCRIPTION
 LA0325
 LA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0325'AT PORTLAND.
 LA0325'AT PORTLAND, ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE
 LA0325'POST OFFICE, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF THE
 LA0325'PENNSYLVANIA RAILROAD AND VOTAW STREET, AT THE JUNCTION OF STATE
 LA0325'HIGHWAYS 27 AND 67, 91 FEET EAST OF THE EAST CURB OF MERIDIAN
 LA0325'STREET (U.S. HY. 27), 4 FEET SOUTH OF THE SOUTH CURB OF EAST
 LA0325'VOTAW STREET AND THE PROLONGED CURB OF HIGHWAYS 26 AND 67 LEADING
 LA0325'WEST, 46 FEET WEST OF THE WEST RAIL OF THE WEST RAIL OF THE MAIN
 LA0325'TRACK, 4.5 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 LA0325'OF A RAILROAD SWITCH BOX, 2 FEET EAST OF A WHITE WOODEN WITNESS
 LA0325'POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF A
 LA0325'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7531 ***********************************************************************
 DR7531  DESIGNATION -  Z 375
 DR7531  PID         -  DR7531
 DR7531  STATE/COUNTY-  IN/LAGRANGE
 DR7531  COUNTRY     -  US
 DR7531  USGS QUAD   -  SHIPSHEWANA (2019)
 DR7531
 DR7531                         *CURRENT SURVEY CONTROL
 DR7531  ______________________________________________________________________
 DR7531* NAD 83(1986) POSITION- 41 38 26.36   (N) 085 30 07.72   (W)   HD_HELD1
 DR7531* NAVD 88 ORTHO HEIGHT -   277.721 (meters)      911.16  (feet) ADJUSTED
 DR7531  ______________________________________________________________________
 DR7531  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 DR7531  DYNAMIC HEIGHT  -        277.614 (meters)      910.81  (feet) COMP
 DR7531  MODELED GRAVITY -    980,230.1   (mgal)                       NAVD 88
 DR7531
 DR7531  VERT ORDER      -  SECOND    CLASS I
 DR7531
 DR7531.The horizontal coordinates were determined by differentially corrected
 DR7531.hand held GPS observations or other comparable positioning techniques
 DR7531.and have an estimated accuracy of +/- 3 meters.
 DR7531
 DR7531.The orthometric height was determined by differential leveling and
 DR7531.adjusted by the NATIONAL GEODETIC SURVEY
 DR7531.in March 2022.
 DR7531
 DR7531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7531.GEOID18 height accuracy estimate available here.
 DR7531
 DR7531.Click photographs - Photos may exist for this station.
 DR7531
 DR7531.The dynamic height is computed by dividing the NAVD 88
 DR7531.geopotential number by the normal gravity value computed on the
 DR7531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7531.degrees latitude (g = 980.6199 gals.).
 DR7531
 DR7531.The modeled gravity was interpolated from observed gravity values.
 DR7531
 DR7531;                    North         East    Units  Estimated Accuracy
 DR7531;SPC IN E     -   709,720.2     113,706.8     MT  (+/- 3 meters HH1 GPS) 
 DR7531
 DR7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2474510963(NAD 83)
 DR7531
 DR7531                          SUPERSEDED SURVEY CONTROL
 DR7531
 DR7531.No superseded survey control is available for this station.
 DR7531
 DR7531_MARKER: F = FLANGE-ENCASED ROD
 DR7531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7531_STAMPING: Z 375 2018
 DR7531_MARK LOGO: NONE
 DR7531_PROJECTION: RECESSED 8 CENTIMETERS
 DR7531_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7531+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2018
 DR7531_ROD/PIPE-DEPTH: 20.4 meters
 DR7531_SLEEVE-DEPTH  : 0.9 meters
 DR7531
 DR7531  HISTORY     - Date     Condition        Report By
 DR7531  HISTORY     - 20180620 MONUMENTED       INDOT
 DR7531
 DR7531                          STATION DESCRIPTION
 DR7531
 DR7531'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7531'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF TOPEKA,
 DR7531'4.6 MI (7.4 KM) EAST-SOUTHEAST OF SHIPSHEWANA AND 4.4 MI (7.1 KM) WEST
 DR7531'OF LAGRANGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7531'
 DR7531'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE ROAD 9 IN
 DR7531'LAGRANGE, TRAVEL WEST 4.36 MI (7.02 KM) ALONG U.S. HIGHWAY 20 TO THE
 DR7531'MONUMENT ON THE LEFT (SOUTH) SIDE OF THE ROAD, LOCATED IN THE
 DR7531'SOUTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7531'ROAD SOUTH 400 WEST.
 DR7531'
 DR7531'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 38 FT (11.6 M)
 DR7531'SOUTH OF THE U.S. HIGHWAY 20 CENTERLINE AND APPROXIMATELY 22 FT (6.7
 DR7531'M) EAST OF THE COUNTY ROAD SOUTH 400 WEST CENTERLINE.  IT IS LOCATED
 DR7531'13.48 FT (4.1 M) NORTHEAST OF THE NORTHWEST CORNER OF A STOP SIGN
 DR7531'POST, 87.38 FT (26.6 M) SOUTH OF A MAG NAIL SET IN THE SOUTHEAST FACE
 DR7531'OF POWER POLE 687-662, 60.10 FT (18.3 M) WEST-NORTHWEST OF A MAG NAIL
 DR7531'SET IN THE NORTH FACE OF THE FOURTH FENCE POST EAST OF THE CORNER AND
 DR7531'23.07 FT (7.0 M) NORTH-NORTHWEST OF A MAG NAIL SET IN THE NORTH FACE
 DR7531'OF THE CORNER POST.
 DR7531'
 DR7531'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7531'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7555 ***********************************************************************
 DR7555  DESIGNATION -  Z 376
 DR7555  PID         -  DR7555
 DR7555  STATE/COUNTY-  IN/STEUBEN
 DR7555  COUNTRY     -  US
 DR7555  USGS QUAD   -  ANGOLA WEST (2019)
 DR7555
 DR7555                         *CURRENT SURVEY CONTROL
 DR7555  ______________________________________________________________________
 DR7555* NAD 83(1986) POSITION- 41 38 04.84   (N) 085 06 49.57   (W)   HD_HELD1
 DR7555* NAVD 88 ORTHO HEIGHT -   293.934 (meters)      964.35  (feet) ADJUSTED
 DR7555  ______________________________________________________________________
 DR7555  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 DR7555  DYNAMIC HEIGHT  -        293.822 (meters)      963.98  (feet) COMP
 DR7555  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 DR7555
 DR7555  VERT ORDER      -  SECOND    CLASS I
 DR7555
 DR7555.The horizontal coordinates were determined by differentially corrected
 DR7555.hand held GPS observations or other comparable positioning techniques
 DR7555.and have an estimated accuracy of +/- 3 meters.
 DR7555
 DR7555.The orthometric height was determined by differential leveling and
 DR7555.adjusted by the NATIONAL GEODETIC SURVEY
 DR7555.in March 2022.
 DR7555
 DR7555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7555.GEOID18 height accuracy estimate available here.
 DR7555
 DR7555.Click photographs - Photos may exist for this station.
 DR7555
 DR7555.The dynamic height is computed by dividing the NAVD 88
 DR7555.geopotential number by the normal gravity value computed on the
 DR7555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7555.degrees latitude (g = 980.6199 gals.).
 DR7555
 DR7555.The modeled gravity was interpolated from observed gravity values.
 DR7555
 DR7555;                    North         East    Units  Estimated Accuracy
 DR7555;SPC IN E     -   709,190.9     146,067.6     MT  (+/- 3 meters HH1 GPS) 
 DR7555
 DR7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5710610934(NAD 83)
 DR7555
 DR7555                          SUPERSEDED SURVEY CONTROL
 DR7555
 DR7555.No superseded survey control is available for this station.
 DR7555
 DR7555_MARKER: F = FLANGE-ENCASED ROD
 DR7555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7555_STAMPING: Z 376 2018
 DR7555_MARK LOGO: NONE
 DR7555_PROJECTION: RECESSED 8 CENTIMETERS
 DR7555_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7555+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 DR7555_ROD/PIPE-DEPTH: 28.0 meters
 DR7555_SLEEVE-DEPTH  : 0.9 meters
 DR7555
 DR7555  HISTORY     - Date     Condition        Report By
 DR7555  HISTORY     - 20180711 MONUMENTED       INDOT
 DR7555
 DR7555                          STATION DESCRIPTION
 DR7555
 DR7555'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7555'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF ORLAND,
 DR7555'5.9 MI (9.5 KM) WEST OF ANGOLA AND 5.8 MI (9.3 KM) NORTHEAST OF STROH.
 DR7555'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7555'
 DR7555'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND INTERSTATE 69,
 DR7555'TRAVEL WEST AND SOUTHWEST 3.43 MI (5.52 KM) ALONG U.S. HIGHWAY 20 TO
 DR7555'THE MONUMENT ON THE RIGHT (NORTH) SIDE OF THE ROAD, LOCATED NEAR THE
 DR7555'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 20 AND COUNTY
 DR7555'ROAD SOUTH 650 WEST.
 DR7555'
 DR7555'THE STATION IS FLUSH WITH THE GROUND, 37.7 FT (11.5 M) NORTH OF THE
 DR7555'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 20 AND 108.2 FT (33.0 M) EAST
 DR7555'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD SOUTH 650 WEST.  IT IS
 DR7555'LOCATED 17.37 FT (5.3 M) SOUTHEAST OF THE SOUTHEAST FACE OF A CONCRETE
 DR7555'FENCE POST AND 17.95 FT (5.5 M) SOUTHWEST OF A MAG NAIL SET IN THE
 DR7555'SOUTHWEST FACE OF POWER POLE 484-396.
 DR7555'
 DR7555'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7555'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 DR7580 ***********************************************************************
 DR7580  DESIGNATION -  Z 377
 DR7580  PID         -  DR7580
 DR7580  STATE/COUNTY-  IN/NOBLE
 DR7580  COUNTRY     -  US
 DR7580  USGS QUAD   -  KENDALLVILLE (2019)
 DR7580
 DR7580                         *CURRENT SURVEY CONTROL
 DR7580  ______________________________________________________________________
 DR7580* NAD 83(1986) POSITION- 41 28 20.40   (N) 085 16 13.83   (W)   HD_HELD1
 DR7580* NAVD 88 ORTHO HEIGHT -   301.437 (meters)      988.96  (feet) ADJUSTED
 DR7580  ______________________________________________________________________
 DR7580  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 DR7580  DYNAMIC HEIGHT  -        301.318 (meters)      988.57  (feet) COMP
 DR7580  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 DR7580
 DR7580  VERT ORDER      -  SECOND    CLASS I
 DR7580
 DR7580.The horizontal coordinates were determined by differentially corrected
 DR7580.hand held GPS observations or other comparable positioning techniques
 DR7580.and have an estimated accuracy of +/- 3 meters.
 DR7580
 DR7580.The orthometric height was determined by differential leveling and
 DR7580.adjusted by the NATIONAL GEODETIC SURVEY
 DR7580.in March 2022.
 DR7580
 DR7580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7580.GEOID18 height accuracy estimate available here.
 DR7580
 DR7580.Click photographs - Photos may exist for this station.
 DR7580
 DR7580.The dynamic height is computed by dividing the NAVD 88
 DR7580.geopotential number by the normal gravity value computed on the
 DR7580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7580.degrees latitude (g = 980.6199 gals.).
 DR7580
 DR7580.The modeled gravity was interpolated from observed gravity values.
 DR7580
 DR7580;                    North         East    Units  Estimated Accuracy
 DR7580;SPC IN E     -   691,088.8     133,090.7     MT  (+/- 3 meters HH1 GPS) 
 DR7580
 DR7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4441292636(NAD 83)
 DR7580
 DR7580                          SUPERSEDED SURVEY CONTROL
 DR7580
 DR7580.No superseded survey control is available for this station.
 DR7580
 DR7580_MARKER: F = FLANGE-ENCASED ROD
 DR7580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7580_STAMPING: Z 377 2018
 DR7580_MARK LOGO: NONE
 DR7580_PROJECTION: RECESSED 8 CENTIMETERS
 DR7580_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR7580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7580+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2018
 DR7580_ROD/PIPE-DEPTH: 9.9 meters
 DR7580_SLEEVE-DEPTH  : 0.9 meters
 DR7580
 DR7580  HISTORY     - Date     Condition        Report By
 DR7580  HISTORY     - 20180730 MONUMENTED       INDOT
 DR7580
 DR7580                          STATION DESCRIPTION
 DR7580
 DR7580'DESCRIBED BY INDIANA DEPARTMENT OF TRANSPORTATION 2018 (CHS)
 DR7580'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF CORUNNA,
 DR7580'6.2 MI (10.0 KM) SOUTHEAST OF WOLCOTTVILLE AND 2.2 MI (3.5 KM) NORTH
 DR7580'OF KENDALLVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7580'
 DR7580'TO REACH FROM THE INTERSECTION OF NORTH LIMA ROAD (AKA STATE ROAD 3)
 DR7580'AND U.S. HIGHWAY 6 IN KENDALLVILLE, TRAVEL NORTH 1.38 MI (2.22 KM)
 DR7580'ALONG STATE ROAD 3 TO THE MONUMENT ON THE LEFT (WEST) SIDE OF THE
 DR7580'ROAD, LOCATED ON THE OPPOSITE OF THE ROAD FROM KENDALLVILLE MUNICIPAL
 DR7580'AIRPORT.
 DR7580'
 DR7580'THE STATION IS FLUSH WITH THE GROUND, APPROXIMATELY 39 FT (11.9 M)
 DR7580'WEST OF THE ROAD CENTERLINE, AND APPROXIMATELY 80 FT (24.4 M) NORTH OF
 DR7580'THE CENTERLINE OF THE PRIVATE GRAVEL DRIVE FOR 1421 STATE ROAD 3.  IT
 DR7580'IS LOCATED 93.00 FT (28.3 M) NORTH OF THE NORTH FACE OF A CONCRETE
 DR7580'R.W. MARKER, 128.82 FT (39.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DR7580'SHED, 117.97 FT (36.0 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DR7580'SHED AND 25.97 FT (7.9 M) WEST OF A MAG NAIL SET IN THE WEST EDGE OF
 DR7580'PAVEMENT OF STATE ROAD 3.
 DR7580'
 DR7580'NOTE -- ACCESS TO DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR7580'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1029 ***********************************************************************
 LA1029  DESIGNATION -  Z 38
 LA1029  PID         -  LA1029
 LA1029  STATE/COUNTY-  IN/JAY
 LA1029  COUNTRY     -  US
 LA1029  USGS QUAD   -  PENNVILLE (2019)
 LA1029
 LA1029                         *CURRENT SURVEY CONTROL
 LA1029  ______________________________________________________________________
 LA1029* NAD 83(1986) POSITION- 40 29 31.     (N) 085 08 52.     (W)   SCALED
 LA1029* NAVD 88 ORTHO HEIGHT -   269.551 (meters)      884.35  (feet) ADJUSTED
 LA1029  ______________________________________________________________________
 LA1029  GEOID HEIGHT    -        -33.832 (meters)                     GEOID18
 LA1029  DYNAMIC HEIGHT  -        269.415 (meters)      883.91  (feet) COMP
 LA1029  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 LA1029
 LA1029  VERT ORDER      -  SECOND    CLASS 0
 LA1029
 LA1029.The horizontal coordinates were scaled from a map and have
 LA1029.an estimated accuracy of +/- 6 seconds.
 LA1029
 LA1029.The orthometric height was determined by differential leveling and
 LA1029.adjusted by the NATIONAL GEODETIC SURVEY
 LA1029.in June 1991.
 LA1029
 LA1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1029.GEOID18 height accuracy estimate available here.
 LA1029
 LA1029.Click photographs - Photos may exist for this station.
 LA1029
 LA1029.The dynamic height is computed by dividing the NAVD 88
 LA1029.geopotential number by the normal gravity value computed on the
 LA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1029.degrees latitude (g = 980.6199 gals.).
 LA1029
 LA1029.The modeled gravity was interpolated from observed gravity values.
 LA1029
 LA1029;                    North         East    Units  Estimated Accuracy
 LA1029;SPC IN E     -   582,270.      143,990.      MT  (+/- 180 meters Scaled)
 LA1029
 LA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK569840(NAD 83)
 LA1029
 LA1029                          SUPERSEDED SURVEY CONTROL
 LA1029
 LA1029  NGVD 29 (??/??/92)  269.694  (m)          884.82   (f) ADJ UNCH    2 0
 LA1029
 LA1029.Superseded values are not recommended for survey control.
 LA1029
 LA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1029.See file dsdata.pdf to determine how the superseded data were derived.
 LA1029
 LA1029_MARKER: DB = BENCH MARK DISK
 LA1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1029_SP_SET: BUILDING
 LA1029_STAMPING: Z 38 1934
 LA1029_MARK LOGO: CGS
 LA1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1029
 LA1029  HISTORY     - Date     Condition        Report By
 LA1029  HISTORY     - 1934     MONUMENTED       CGS
 LA1029  HISTORY     - 1947     GOOD             CGS
 LA1029  HISTORY     - 20070718 GOOD             INDNR
 LA1029
 LA1029                          STATION DESCRIPTION
 LA1029
 LA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1029'AT PENNVILLE.
 LA1029'AT PENNVILLE, SET VERTICALLY IN THE WEST STONE MASONRY WALL
 LA1029'OF THE MASONIC HALL AND I.O.O. F. BUILDING, HOUSING THE POST
 LA1029'OFFICE, 43.7 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 LA1029'22 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 3.3
 LA1029'FEET ABOVE THE SIDE WALK.
 LA1029
 LA1029                          STATION RECOVERY (2007)
 LA1029
 LA1029'RECOVERY NOTE BY IN DEPT OF NAT RES 2007 (RWW)
 LA1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1312 ***********************************************************************
 LA1312  DESIGNATION -  Z 4
 LA1312  PID         -  LA1312
 LA1312  STATE/COUNTY-  IN/MADISON
 LA1312  COUNTRY     -  US
 LA1312  USGS QUAD   -  ALEXANDRIA (2019)
 LA1312
 LA1312                         *CURRENT SURVEY CONTROL
 LA1312  ______________________________________________________________________
 LA1312* NAD 83(1986) POSITION- 40 20 45.     (N) 085 38 38.     (W)   SCALED
 LA1312* NAVD 88 ORTHO HEIGHT -   267.941 (meters)      879.07  (feet) POSTED
 LA1312  ______________________________________________________________________
 LA1312  GEOID HEIGHT    -        -34.101 (meters)                     GEOID18
 LA1312  DYNAMIC HEIGHT  -        267.80  (meters)      878.6   (feet) COMP
 LA1312  MODELED GRAVITY -    980,101.3   (mgal)                       NAVD 88
 LA1312
 LA1312  VERT ORDER      -  * POSTED, SEE BELOW
 LA1312
 LA1312.The horizontal coordinates were scaled from a map and have
 LA1312.an estimated accuracy of +/- 6 seconds.
 LA1312
 LA1312.The orthometric height was determined by differential leveling
 LA1312.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LA1312
 LA1312.* This is a POSTED BENCH MARK height.
 LA1312
 LA1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1312.GEOID18 height accuracy estimate available here.
 LA1312
 LA1312.Click photographs - Photos may exist for this station.
 LA1312
 LA1312.The dynamic height is computed by dividing the NAVD 88
 LA1312.geopotential number by the normal gravity value computed on the
 LA1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1312.degrees latitude (g = 980.6199 gals.).
 LA1312
 LA1312.The modeled gravity was interpolated from observed gravity values.
 LA1312
 LA1312;                    North         East    Units  Estimated Accuracy
 LA1312;SPC IN E     -   565,920.      101,940.      MT  (+/- 180 meters Scaled)
 LA1312
 LA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151670(NAD 83)
 LA1312
 LA1312                          SUPERSEDED SURVEY CONTROL
 LA1312
 LA1312.No superseded survey control is available for this station.
 LA1312
 LA1312_MARKER: DB = BENCH MARK DISK
 LA1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1312_STAMPING: ELEV 879.536 FT Z 4
 LA1312_MARK LOGO: CGS
 LA1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1312+STABILITY: SURFACE MOTION
 LA1312
 LA1312  HISTORY     - Date     Condition        Report By
 LA1312  HISTORY     - 1916     MONUMENTED       CGS
 LA1312  HISTORY     - 1946     MARK NOT FOUND   CGS
 LA1312
 LA1312                          STATION DESCRIPTION
 LA1312
 LA1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1312'AT SUMMITVILLE.
 LA1312'AT SUMMITVILLE, MADISON COUNTY, 0.5 MILE NORTH ALONG THE NEW
 LA1312'YORK CENTRAL RAILROAD FROM THE STATION, ABOUT 575 FEET NORTH OF
 LA1312'A STREET CROSSING, AT THE POINT WHERE A HIGHWAY LEAVES THE
 LA1312'TRACK, ON THE EAST SIDE OF THE TRACK, AT THE EAST END OF A JOG
 LA1312'IN THE RIGHT-OF-WAY FENCE, AND AT THE FENCE CORNER.  A STANDARD
 LA1312'DISK, STAMPED ELEV 879.536 FT Z 4 AND SET IN THE TOP OF A
 LA1312'CONCRETE POST PROJECTING 11 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1000 ***********************************************************************
 LA1000  DESIGNATION -  Z 40
 LA1000  PID         -  LA1000
 LA1000  STATE/COUNTY-  IN/DELAWARE
 LA1000  COUNTRY     -  US
 LA1000  USGS QUAD   -  FARMLAND (2019)
 LA1000
 LA1000                         *CURRENT SURVEY CONTROL
 LA1000  ______________________________________________________________________
 LA1000* NAD 83(1986) POSITION- 40 11 24.     (N) 085 14 38.     (W)   SCALED
 LA1000* NAVD 88 ORTHO HEIGHT -   312.644 (meters)     1025.73  (feet) ADJUSTED
 LA1000  ______________________________________________________________________
 LA1000  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 LA1000  DYNAMIC HEIGHT  -        312.478 (meters)     1025.19  (feet) COMP
 LA1000  MODELED GRAVITY -    980,084.6   (mgal)                       NAVD 88
 LA1000
 LA1000  VERT ORDER      -  SECOND    CLASS 0
 LA1000
 LA1000.The horizontal coordinates were scaled from a map and have
 LA1000.an estimated accuracy of +/- 6 seconds.
 LA1000
 LA1000.The orthometric height was determined by differential leveling and
 LA1000.adjusted by the NATIONAL GEODETIC SURVEY
 LA1000.in June 1991.
 LA1000
 LA1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1000.GEOID18 height accuracy estimate available here.
 LA1000
 LA1000.Click photographs - Photos may exist for this station.
 LA1000
 LA1000.The dynamic height is computed by dividing the NAVD 88
 LA1000.geopotential number by the normal gravity value computed on the
 LA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1000.degrees latitude (g = 980.6199 gals.).
 LA1000
 LA1000.The modeled gravity was interpolated from observed gravity values.
 LA1000
 LA1000;                    North         East    Units  Estimated Accuracy
 LA1000;SPC IN E     -   548,700.      136,000.      MT  (+/- 180 meters Scaled)
 LA1000
 LA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK494503(NAD 83)
 LA1000
 LA1000                          SUPERSEDED SURVEY CONTROL
 LA1000
 LA1000  NGVD 29 (??/??/92)  312.781  (m)         1026.18   (f) ADJ UNCH    2 0
 LA1000
 LA1000.Superseded values are not recommended for survey control.
 LA1000
 LA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1000.See file dsdata.pdf to determine how the superseded data were derived.
 LA1000
 LA1000_MARKER: DB = BENCH MARK DISK
 LA1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1000_STAMPING: Z 40 1934
 LA1000_MARK LOGO: CGS
 LA1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1000+STABILITY: SURFACE MOTION
 LA1000
 LA1000  HISTORY     - Date     Condition        Report By
 LA1000  HISTORY     - 1934     MONUMENTED       CGS
 LA1000
 LA1000                          STATION DESCRIPTION
 LA1000
 LA1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1000'2.1 MI W FROM PARKER CITY.
 LA1000'IN DELAWARE COUNTY, 2.1 MILES WEST ALONG THE CLEVELAND, CINCINNATI,
 LA1000'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT PARKER
 LA1000'CITY, RANDOLPH COUNTY, 7 FEET SOUTH OF POLE 222/04, 19.8 FEET
 LA1000'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 LA1000'DISK, STAMPED Z 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA1423 ***********************************************************************
 LA1423  DESIGNATION -  Z 41
 LA1423  PID         -  LA1423
 LA1423  STATE/COUNTY-  IN/MADISON
 LA1423  COUNTRY     -  US
 LA1423  USGS QUAD   -  ANDERSON SOUTH (2019)
 LA1423
 LA1423                         *CURRENT SURVEY CONTROL
 LA1423  ______________________________________________________________________
 LA1423* NAD 83(1986) POSITION- 40 05 52.     (N) 085 39 58.     (W)   SCALED
 LA1423* NAVD 88 ORTHO HEIGHT -   272.409 (meters)      893.73  (feet) ADJUSTED
 LA1423  ______________________________________________________________________
 LA1423  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 LA1423  DYNAMIC HEIGHT  -        272.263 (meters)      893.25  (feet) COMP
 LA1423  MODELED GRAVITY -    980,082.3   (mgal)                       NAVD 88
 LA1423
 LA1423  VERT ORDER      -  SECOND    CLASS 0
 LA1423
 LA1423.The horizontal coordinates were scaled from a map and have
 LA1423.an estimated accuracy of +/- 6 seconds.
 LA1423
 LA1423.The orthometric height was determined by differential leveling and
 LA1423.adjusted by the NATIONAL GEODETIC SURVEY
 LA1423.in June 1991.
 LA1423
 LA1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA1423.GEOID18 height accuracy estimate available here.
 LA1423
 LA1423.Click photographs - Photos may exist for this station.
 LA1423
 LA1423.The dynamic height is computed by dividing the NAVD 88
 LA1423.geopotential number by the normal gravity value computed on the
 LA1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1423.degrees latitude (g = 980.6199 gals.).
 LA1423
 LA1423.The modeled gravity was interpolated from observed gravity values.
 LA1423
 LA1423;                    North         East    Units  Estimated Accuracy
 LA1423;SPC IN E     -   538,370.      100,050.      MT  (+/- 180 meters Scaled)
 LA1423
 LA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK136394(NAD 83)
 LA1423
 LA1423                          SUPERSEDED SURVEY CONTROL
 LA1423
 LA1423  NGVD 29 (??/??/92)  272.548  (m)          894.18   (f) ADJ UNCH    2 0
 LA1423
 LA1423.Superseded values are not recommended for survey control.
 LA1423
 LA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1423.See file dsdata.pdf to determine how the superseded data were derived.
 LA1423
 LA1423_MARKER: DB = BENCH MARK DISK
 LA1423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA1423+WITH SETTING: PAVEMENT
 LA1423_SP_SET: SWITCH ROD BASE
 LA1423_STAMPING: Z 41 1934
 LA1423_MARK LOGO: CGS
 LA1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1423+STABILITY: SURFACE MOTION
 LA1423
 LA1423  HISTORY     - Date     Condition        Report By
 LA1423  HISTORY     - 1934     MONUMENTED       CGS
 LA1423  HISTORY     - 1947     GOOD             CGS
 LA1423
 LA1423                          STATION DESCRIPTION
 LA1423
 LA1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1423'AT ANDERSON.
 LA1423'AT ANDERSON, MADISON COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 LA1423'AND ST. LOUIS RAILWAY, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 LA1423'33 FEET WEST OF THE SOUTHWEST CORNER OF THE DELCO SIGNAL TOWER,
 LA1423'15.9 FEET SOUTH OF THE LINE OF THREE FRAME HOUSES, 9.8 FEET NORTH
 LA1423'OF THE NORTH RAIL, IN THE BASE FOR SWITCH RODS, AND ABOUT 1 FOOT
 LA1423'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 41 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0249 ***********************************************************************
 KA0249  DESIGNATION -  Z 42
 KA0249  PID         -  KA0249
 KA0249  STATE/COUNTY-  IN/MARION
 KA0249  COUNTRY     -  US
 KA0249  USGS QUAD   -  CARMEL (2019)
 KA0249
 KA0249                         *CURRENT SURVEY CONTROL
 KA0249  ______________________________________________________________________
 KA0249* NAD 83(1986) POSITION- 39 55 10.     (N) 086 08 10.     (W)   SCALED
 KA0249* NAVD 88 ORTHO HEIGHT -   241.593 (meters)      792.63  (feet) ADJUSTED
 KA0249  ______________________________________________________________________
 KA0249  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 KA0249  DYNAMIC HEIGHT  -        241.459 (meters)      792.19  (feet) COMP
 KA0249  MODELED GRAVITY -    980,069.1   (mgal)                       NAVD 88
 KA0249
 KA0249  VERT ORDER      -  SECOND    CLASS 0
 KA0249
 KA0249.The horizontal coordinates were scaled from a map and have
 KA0249.an estimated accuracy of +/- 6 seconds.
 KA0249
 KA0249.The orthometric height was determined by differential leveling and
 KA0249.adjusted by the NATIONAL GEODETIC SURVEY
 KA0249.in June 1991.
 KA0249
 KA0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0249.GEOID18 height accuracy estimate available here.
 KA0249
 KA0249.Click photographs - Photos may exist for this station.
 KA0249
 KA0249.The dynamic height is computed by dividing the NAVD 88
 KA0249.geopotential number by the normal gravity value computed on the
 KA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0249.degrees latitude (g = 980.6199 gals.).
 KA0249
 KA0249.The modeled gravity was interpolated from observed gravity values.
 KA0249
 KA0249;                    North         East    Units  Estimated Accuracy
 KA0249;SPC IN E     -   518,680.       59,870.      MT  (+/- 180 meters Scaled)
 KA0249
 KA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK738191(NAD 83)
 KA0249
 KA0249                          SUPERSEDED SURVEY CONTROL
 KA0249
 KA0249  NGVD 29 (??/??/92)  241.716  (m)          793.03   (f) ADJ UNCH    2 0
 KA0249
 KA0249.Superseded values are not recommended for survey control.
 KA0249
 KA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0249.See file dsdata.pdf to determine how the superseded data were derived.
 KA0249
 KA0249_MARKER: DB = BENCH MARK DISK
 KA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0249_STAMPING: Z 42 1934
 KA0249_MARK LOGO: CGS
 KA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0249+STABILITY: SURFACE MOTION
 KA0249
 KA0249  HISTORY     - Date     Condition        Report By
 KA0249  HISTORY     - 1934     MONUMENTED       CGS
 KA0249  HISTORY     - 1947     GOOD             CGS
 KA0249  HISTORY     - 1973     POOR             NGS
 KA0249  HISTORY     - 1976     GOOD             LOCSUR
 KA0249  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KA0249  HISTORY     - 20211214 MARK NOT FOUND   IN-097
 KA0249
 KA0249                          STATION DESCRIPTION
 KA0249
 KA0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0249'4.1 MI S FROM CARMEL.
 KA0249'IN MARION COUNTY, 4.1 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS
 KA0249'AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, HAMILTON
 KA0249'COUNTY, 0.4 MILE NORTH OF THE GRAIN ELEVATOR AT NORA, 14 RAILS
 KA0249'NORTH OF MILEPOST B 172, 14 YARDS NORTH OF SEMAPHORE SIGNAL TOWER
 KA0249'171-9, IN THE SOUTHWEST ANGLE OF A GRAVEL-ROAD CROSSING, 30 FEET
 KA0249'SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET WEST OF THE WEST
 KA0249'RAIL, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A
 KA0249'STANDARD DISK, STAMPED Z 42 1934 AND SET IN THE TOP OF A CONCRETE
 KA0249'POST PROJECTING 6 INCHES ABOVE GROUND.
 KA0249
 KA0249                          STATION RECOVERY (1973)
 KA0249
 KA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0249'MARK RECOVERED IN POOR CONDITION.
 KA0249
 KA0249                          STATION RECOVERY (1976)
 KA0249
 KA0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0249'RECOVERED IN GOOD CONDITION.
 KA0249
 KA0249                          STATION RECOVERY (1990)
 KA0249
 KA0249'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRP)
 KA0249'MARK NOT FOUND.
 KA0249
 KA0249                          STATION RECOVERY (2021)
 KA0249
 KA0249'RECOVERY NOTE BY MARION COUNTY INDIANA 2021 (JF)
 KA0249'MARK WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.  PULLED DISTANCE FROM
 KA0249'CENTERLINE OF 91ST AND FROM CENTERLINE OF WHERE OLD RAILWAY WOULD HAVE
 KA0249'BEEN.  RAILS HAVE SINCE BEEN TAKEN OUT AND REPLACED WITH THE MONON
 KA0249'TRAIL.  THE ELEVATION WHERE MARK SHOULD HAVE BEEN IS NOW 3 FT (0.9 M)
 KA0249'LOWER AS WELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2393 ***********************************************************************
 JZ2393  DESIGNATION -  Z 43
 JZ2393  PID         -  JZ2393
 JZ2393  STATE/COUNTY-  IN/HENRY
 JZ2393  COUNTRY     -  US
 JZ2393  USGS QUAD   -  KNIGHTSTOWN (2019)
 JZ2393
 JZ2393                         *CURRENT SURVEY CONTROL
 JZ2393  ______________________________________________________________________
 JZ2393* NAD 83(1986) POSITION- 39 49 32.     (N) 085 31 59.     (W)   SCALED
 JZ2393* NAVD 88 ORTHO HEIGHT -   303.693 (meters)      996.37  (feet) ADJUSTED
 JZ2393  ______________________________________________________________________
 JZ2393  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JZ2393  DYNAMIC HEIGHT  -        303.520 (meters)      995.80  (feet) COMP
 JZ2393  MODELED GRAVITY -    980,050.0   (mgal)                       NAVD 88
 JZ2393
 JZ2393  VERT ORDER      -  SECOND    CLASS 0
 JZ2393
 JZ2393.The horizontal coordinates were scaled from a map and have
 JZ2393.an estimated accuracy of +/- 6 seconds.
 JZ2393
 JZ2393.The orthometric height was determined by differential leveling and
 JZ2393.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2393.in June 1991.
 JZ2393
 JZ2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2393.GEOID18 height accuracy estimate available here.
 JZ2393
 JZ2393.Click photographs - Photos may exist for this station.
 JZ2393
 JZ2393.The dynamic height is computed by dividing the NAVD 88
 JZ2393.geopotential number by the normal gravity value computed on the
 JZ2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2393.degrees latitude (g = 980.6199 gals.).
 JZ2393
 JZ2393.The modeled gravity was interpolated from observed gravity values.
 JZ2393
 JZ2393;                    North         East    Units  Estimated Accuracy
 JZ2393;SPC IN E     -   508,160.      111,440.      MT  (+/- 180 meters Scaled)
 JZ2393
 JZ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK255094(NAD 83)
 JZ2393
 JZ2393                          SUPERSEDED SURVEY CONTROL
 JZ2393
 JZ2393  NGVD 29 (??/??/92)  303.817  (m)          996.77   (f) ADJ UNCH    2 0
 JZ2393
 JZ2393.Superseded values are not recommended for survey control.
 JZ2393
 JZ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2393.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2393
 JZ2393_MARKER: DB = BENCH MARK DISK
 JZ2393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2393_SP_SET: CULVERT HEADWALL
 JZ2393_STAMPING: Z 43 1934
 JZ2393_MARK LOGO: CGS
 JZ2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2393+STABILITY: SURFACE MOTION
 JZ2393
 JZ2393  HISTORY     - Date     Condition        Report By
 JZ2393  HISTORY     - 1934     MONUMENTED       CGS
 JZ2393  HISTORY     - 1947     GOOD             CGS
 JZ2393
 JZ2393                          STATION DESCRIPTION
 JZ2393
 JZ2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2393'1.9 MI N FROM KNIGHTSTOWN.
 JZ2393'1.9 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ2393'LOUIS RAILWAY FROM THE STATION AT KNIGHTSTOWN, HENRY COUNTY,
 JZ2393'AT THE KNOX FLAGSTOP, 4 RAILS SOUTH OF A SWITCH TARGET, AT
 JZ2393'CONCRETE CULVERT 487, IN THE TOP OF THE SOUTH END, 27.4 FEET WEST
 JZ2393'OF THE WEST RAIL OF THE MAIN TRACK, 3 FEET EAST OF A WIRE FENCE,
 JZ2393'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1476 ***********************************************************************
 JZ1476  DESIGNATION -  Z 44
 JZ1476  PID         -  JZ1476
 JZ1476  STATE/COUNTY-  IN/WAYNE
 JZ1476  COUNTRY     -  US
 JZ1476  USGS QUAD   -  GREENS FORK (2019)
 JZ1476
 JZ1476                         *CURRENT SURVEY CONTROL
 JZ1476  ______________________________________________________________________
 JZ1476* NAD 83(1986) POSITION- 39 53 25.     (N) 085 04 18.     (W)   SCALED
 JZ1476* NAVD 88 ORTHO HEIGHT -   321.274 (meters)     1054.05  (feet) ADJUSTED
 JZ1476  ______________________________________________________________________
 JZ1476  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 JZ1476  DYNAMIC HEIGHT  -        321.092 (meters)     1053.45  (feet) COMP
 JZ1476  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 JZ1476
 JZ1476  VERT ORDER      -  SECOND    CLASS 0
 JZ1476
 JZ1476.The horizontal coordinates were scaled from a map and have
 JZ1476.an estimated accuracy of +/- 6 seconds.
 JZ1476
 JZ1476.The orthometric height was determined by differential leveling and
 JZ1476.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1476.in June 1991.
 JZ1476
 JZ1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1476.GEOID18 height accuracy estimate available here.
 JZ1476
 JZ1476.Click photographs - Photos may exist for this station.
 JZ1476
 JZ1476.The dynamic height is computed by dividing the NAVD 88
 JZ1476.geopotential number by the normal gravity value computed on the
 JZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1476.degrees latitude (g = 980.6199 gals.).
 JZ1476
 JZ1476.The modeled gravity was interpolated from observed gravity values.
 JZ1476
 JZ1476;                    North         East    Units  Estimated Accuracy
 JZ1476;SPC IN E     -   515,510.      150,890.      MT  (+/- 180 meters Scaled)
 JZ1476
 JZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK648173(NAD 83)
 JZ1476
 JZ1476                          SUPERSEDED SURVEY CONTROL
 JZ1476
 JZ1476  NGVD 29 (??/??/92)  321.415  (m)         1054.51   (f) ADJ UNCH    2 0
 JZ1476
 JZ1476.Superseded values are not recommended for survey control.
 JZ1476
 JZ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1476.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1476
 JZ1476_MARKER: DB = BENCH MARK DISK
 JZ1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1476_STAMPING: Z 44 1934
 JZ1476_MARK LOGO: CGS
 JZ1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1476+STABILITY: SURFACE MOTION
 JZ1476
 JZ1476  HISTORY     - Date     Condition        Report By
 JZ1476  HISTORY     - 1934     MONUMENTED       CGS
 JZ1476  HISTORY     - 1947     GOOD             CGS
 JZ1476
 JZ1476                          STATION DESCRIPTION
 JZ1476
 JZ1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1476'5 MI SE FROM HAGERSTOWN.
 JZ1476'ABOUT 5.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JZ1476'THE STATION AT HAGERSTOWN, AT THE EAST END OF THE SWITCH AT
 JZ1476'NOLANDS, 265 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD
 JZ1476'CROSSING THE TRACK, 249 FEET WEST OF THE FENCE CORNER, 25.5 FEET
 JZ1476'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.5 FEET NORTH OF THE
 JZ1476'SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 JZ1476'WITNESS POST, ABOUT ONE-HALF FOOT BELOW TRACK LEVEL AND SET IN
 JZ1476'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1226 ***********************************************************************
 JZ1226  DESIGNATION -  Z 45
 JZ1226  PID         -  JZ1226
 JZ1226  STATE/COUNTY-  IN/WAYNE
 JZ1226  COUNTRY     -  US
 JZ1226  USGS QUAD   -  RICHMOND (2019)
 JZ1226
 JZ1226                         *CURRENT SURVEY CONTROL
 JZ1226  ______________________________________________________________________
 JZ1226* NAD 83(1986) POSITION- 39 49 09.     (N) 084 53 48.     (W)   SCALED
 JZ1226* NAVD 88 ORTHO HEIGHT -   294.664 (meters)      966.74  (feet) ADJUSTED
 JZ1226  ______________________________________________________________________
 JZ1226  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 JZ1226  DYNAMIC HEIGHT  -        294.493 (meters)      966.18  (feet) COMP
 JZ1226  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 JZ1226
 JZ1226  VERT ORDER      -  SECOND    CLASS 0
 JZ1226
 JZ1226.The horizontal coordinates were scaled from a map and have
 JZ1226.an estimated accuracy of +/- 6 seconds.
 JZ1226
 JZ1226.The orthometric height was determined by differential leveling and
 JZ1226.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1226.in June 1991.
 JZ1226
 JZ1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1226.GEOID18 height accuracy estimate available here.
 JZ1226
 JZ1226.Click photographs - Photos may exist for this station.
 JZ1226
 JZ1226.The dynamic height is computed by dividing the NAVD 88
 JZ1226.geopotential number by the normal gravity value computed on the
 JZ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1226.degrees latitude (g = 980.6199 gals.).
 JZ1226
 JZ1226.The modeled gravity was interpolated from observed gravity values.
 JZ1226
 JZ1226;                    North         East    Units  Estimated Accuracy
 JZ1226;SPC IN E     -   507,720.      165,930.      MT  (+/- 180 meters Scaled)
 JZ1226
 JZ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK800098(NAD 83)
 JZ1226
 JZ1226                          SUPERSEDED SURVEY CONTROL
 JZ1226
 JZ1226  NGVD 29 (??/??/92)  294.813  (m)          967.23   (f) ADJ UNCH    2 0
 JZ1226
 JZ1226.Superseded values are not recommended for survey control.
 JZ1226
 JZ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1226.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1226
 JZ1226_MARKER: DB = BENCH MARK DISK
 JZ1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1226_SP_SET: BRIDGE
 JZ1226_STAMPING: Z 45 1934
 JZ1226_MARK LOGO: CGS
 JZ1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1226
 JZ1226  HISTORY     - Date     Condition        Report By
 JZ1226  HISTORY     - 1934     MONUMENTED       CGS
 JZ1226  HISTORY     - 1942     GOOD             CGS
 JZ1226  HISTORY     - 20021128 MARK NOT FOUND   GEOCAC
 JZ1226
 JZ1226                          STATION DESCRIPTION
 JZ1226
 JZ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JZ1226'AT RICHMOND.
 JZ1226'AT RICHMOND, WAYNE COUNTY, ON U.S. HIGHWAY 27, AT THE
 JZ1226'INTERSECTION OF SOUTH G STREET, 40 YARDS WEST OF THE WEST CURB
 JZ1226'OF THE HIGHWAY, AT THE EAST END OF THE SOUTH SIDE BRIDGE, IN
 JZ1226'THE FACE OF THE SOUTH CONCRETE GUARDRAIL, 6.3 FEET WEST OF THE
 JZ1226'EAST END OF THE WALL, 5.9 FEET SOUTH OF THE G STREET CURB, AND
 JZ1226'3.5 FEET ABOVE THE SURFACE OF THE PAVEMENT.  A STANDARD DISK,
 JZ1226'STAMPED Z 45 1934 AND SET VERTICALLY.
 JZ1226
 JZ1226                          STATION RECOVERY (2002)
 JZ1226
 JZ1226'RECOVERY NOTE BY GEOCACHING 2002 (WJR)
 JZ1226'I BELIEVE THIS BENCHMARK WAS DESTROYED WHEN THE BRIDGE WAS COMPLETELY
 JZ1226'REBUILT EXCEPT FOR SUPPORTS IN 1990.
 JZ1226'GUARDRAIL WHERE BENCHMARK WAS, WAS DESTROYED DURING 1990 REBUILDING.
 JZ1226'US HIGHWAY 27 IS NOW LIBERTY AVENUE (US 27 MOVED TO CENTER OF TOWN.)
 JZ1226'SOUTH SIDE BRIDGE NOW KNOWN AS SOUTH G STREET BRIDGE
 JZ1226'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1682 ***********************************************************************
 JZ1682  DESIGNATION -  Z 46
 JZ1682  PID         -  JZ1682
 JZ1682  STATE/COUNTY-  IN/RUSH
 JZ1682  COUNTRY     -  US
 JZ1682  USGS QUAD   -  RUSHVILLE (2019)
 JZ1682
 JZ1682                         *CURRENT SURVEY CONTROL
 JZ1682  ______________________________________________________________________
 JZ1682* NAD 83(1986) POSITION- 39 36 48.     (N) 085 24 54.     (W)   SCALED
 JZ1682* NAVD 88 ORTHO HEIGHT -   298.180 (meters)      978.28  (feet) ADJUSTED
 JZ1682  ______________________________________________________________________
 JZ1682  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 JZ1682  DYNAMIC HEIGHT  -        298.001 (meters)      977.69  (feet) COMP
 JZ1682  MODELED GRAVITY -    980,019.8   (mgal)                       NAVD 88
 JZ1682
 JZ1682  VERT ORDER      -  SECOND    CLASS 0
 JZ1682
 JZ1682.The horizontal coordinates were scaled from a map and have
 JZ1682.an estimated accuracy of +/- 6 seconds.
 JZ1682
 JZ1682.The orthometric height was determined by differential leveling and
 JZ1682.adjusted by the NATIONAL GEODETIC SURVEY
 JZ1682.in June 1991.
 JZ1682
 JZ1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1682.GEOID18 height accuracy estimate available here.
 JZ1682
 JZ1682.Click photographs - Photos may exist for this station.
 JZ1682
 JZ1682.The dynamic height is computed by dividing the NAVD 88
 JZ1682.geopotential number by the normal gravity value computed on the
 JZ1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1682.degrees latitude (g = 980.6199 gals.).
 JZ1682
 JZ1682.The modeled gravity was interpolated from observed gravity values.
 JZ1682
 JZ1682;                    North         East    Units  Estimated Accuracy
 JZ1682;SPC IN E     -   484,620.      121,610.      MT  (+/- 180 meters Scaled)
 JZ1682
 JZ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ360860(NAD 83)
 JZ1682
 JZ1682                          SUPERSEDED SURVEY CONTROL
 JZ1682
 JZ1682  NGVD 29 (??/??/92)  298.308  (m)          978.70   (f) ADJ UNCH    2 0
 JZ1682
 JZ1682.Superseded values are not recommended for survey control.
 JZ1682
 JZ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1682.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1682
 JZ1682_MARKER: DB = BENCH MARK DISK
 JZ1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1682_STAMPING: Z 46 1934
 JZ1682_MARK LOGO: CGS
 JZ1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1682+STABILITY: SURFACE MOTION
 JZ1682
 JZ1682  HISTORY     - Date     Condition        Report By
 JZ1682  HISTORY     - 1934     MONUMENTED       CGS
 JZ1682
 JZ1682                          STATION DESCRIPTION
 JZ1682
 JZ1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ1682'2.5 MI E FROM RUSHVILLE.
 JZ1682'2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1682'STATION AT RUSHVILLE, RUSH COUNTY, 4.5 FEET EAST OF POLE 83/07,
 JZ1682'23.6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5 FEET LOWER THAN THE
 JZ1682'TOP OF THE RAIL.  A STANDARD DISK, STAMPED Z 46 1934 AND SET IN
 JZ1682'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ0598 ***********************************************************************
 JZ0598  DESIGNATION -  Z 47
 JZ0598  PID         -  JZ0598
 JZ0598  STATE/COUNTY-  IN/DEARBORN
 JZ0598  COUNTRY     -  US
 JZ0598  USGS QUAD   -  GUILFORD (2019)
 JZ0598
 JZ0598                         *CURRENT SURVEY CONTROL
 JZ0598  ______________________________________________________________________
 JZ0598* NAD 83(1986) POSITION- 39 14 40.4    (N) 084 56 53.2    (W)   HD_HELD2
 JZ0598* NAVD 88 ORTHO HEIGHT -   289.832 (meters)      950.89  (feet) ADJUSTED
 JZ0598  ______________________________________________________________________
 JZ0598  GEOID HEIGHT    -        -33.972 (meters)                     GEOID18
 JZ0598  DYNAMIC HEIGHT  -        289.652 (meters)      950.30  (feet) COMP
 JZ0598  MODELED GRAVITY -    979,998.6   (mgal)                       NAVD 88
 JZ0598
 JZ0598  VERT ORDER      -  FIRST     CLASS II
 JZ0598
 JZ0598.The horizontal coordinates were established by autonomous hand held GPS
 JZ0598.observations and have an estimated accuracy of +/- 10 meters.
 JZ0598
 JZ0598.The orthometric height was determined by differential leveling and
 JZ0598.adjusted by the NATIONAL GEODETIC SURVEY
 JZ0598.in June 1991.
 JZ0598
 JZ0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ0598.GEOID18 height accuracy estimate available here.
 JZ0598
 JZ0598.Click photographs - Photos may exist for this station.
 JZ0598
 JZ0598.The dynamic height is computed by dividing the NAVD 88
 JZ0598.geopotential number by the normal gravity value computed on the
 JZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0598.degrees latitude (g = 980.6199 gals.).
 JZ0598
 JZ0598.The modeled gravity was interpolated from observed gravity values.
 JZ0598
 JZ0598;                    North         East    Units  Estimated Accuracy
 JZ0598;SPC IN E     -   443,891.      162,029.      MT  (+/- 10 meters HH2 GPS)
 JZ0598
 JZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7707145922(NAD 83)
 JZ0598
 JZ0598                          SUPERSEDED SURVEY CONTROL
 JZ0598
 JZ0598  NGVD 29 (??/??/92)  290.025  (m)          951.52   (f) ADJ UNCH    1 2
 JZ0598
 JZ0598.Superseded values are not recommended for survey control.
 JZ0598
 JZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0598.See file dsdata.pdf to determine how the superseded data were derived.
 JZ0598
 JZ0598_MARKER: DB = BENCH MARK DISK
 JZ0598_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0598_SP_SET: FOUNDATION WALL
 JZ0598_STAMPING: Z 47 1934
 JZ0598_MARK LOGO: CGS
 JZ0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0598+STABILITY: POSITION/ELEVATION WELL
 JZ0598
 JZ0598  HISTORY     - Date     Condition        Report By
 JZ0598  HISTORY     - 1934     MONUMENTED       CGS
 JZ0598  HISTORY     - 1936     GOOD             CGS
 JZ0598  HISTORY     - 1986     GOOD             NGS
 JZ0598  HISTORY     - 20060604 GOOD             GEOCAC
 JZ0598
 JZ0598                          STATION DESCRIPTION
 JZ0598
 JZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JZ0598'AT DOVER.
 JZ0598'AT DOVER, DEARBORN COUNTY, AT ST. JOHNS ROMAN CATHOLIC CHURCH
 JZ0598'(DATED 1874), IN THE NORTH WALL OF THE BUILDING, 1 FOOT WEST
 JZ0598'OF THE NORTHEAST CORNER, AND 0.6 FOOT ABOVE THE GROUND.  A
 JZ0598'STANDARD DISK, STAMPED Z 47 1934 AND SET VERTICALLY.
 JZ0598
 JZ0598                          STATION RECOVERY (1986)
 JZ0598
 JZ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0598'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  22.5 KM
 JZ0598'(14.0 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION WITH U.S.
 JZ0598'HIGHWAY 50 IN LAWRENCEBURG, IN THE NORTH FACE OF THE NORTHEAST CORNER
 JZ0598'OF THE CONCRETE FOUNDATION WALL OF THE ST JOHNS CATHOLIC CHURCH IN
 JZ0598'DOVER, 19.2 M (63.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JZ0598'0.3 M (1.0 FT) WEST OF THE NORTHEAST CORNER OF THE CHURCH.
 JZ0598'THE MARK IS 0.3 M ABOVE THE GROUND.
 JZ0598
 JZ0598                          STATION RECOVERY (2006)
 JZ0598
 JZ0598'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0598'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ2190 ***********************************************************************
 JZ2190  DESIGNATION -  Z 48
 JZ2190  PID         -  JZ2190
 JZ2190  STATE/COUNTY-  IN/DECATUR
 JZ2190  COUNTRY     -  US
 JZ2190  USGS QUAD   -  WESTPORT (2019)
 JZ2190
 JZ2190                         *CURRENT SURVEY CONTROL
 JZ2190  ______________________________________________________________________
 JZ2190* NAD 83(1986) POSITION- 39 14 04.     (N) 085 33 55.     (W)   SCALED
 JZ2190* NAVD 88 ORTHO HEIGHT -   272.227 (meters)      893.13  (feet) ADJUSTED
 JZ2190  ______________________________________________________________________
 JZ2190  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 JZ2190  DYNAMIC HEIGHT  -        272.055 (meters)      892.57  (feet) COMP
 JZ2190  MODELED GRAVITY -    979,990.8   (mgal)                       NAVD 88
 JZ2190
 JZ2190  VERT ORDER      -  SECOND    CLASS 0
 JZ2190
 JZ2190.The horizontal coordinates were scaled from a map and have
 JZ2190.an estimated accuracy of +/- 6 seconds.
 JZ2190
 JZ2190.The orthometric height was determined by differential leveling and
 JZ2190.adjusted by the NATIONAL GEODETIC SURVEY
 JZ2190.in June 1991.
 JZ2190
 JZ2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ2190.GEOID18 height accuracy estimate available here.
 JZ2190
 JZ2190.Click photographs - Photos may exist for this station.
 JZ2190
 JZ2190.The dynamic height is computed by dividing the NAVD 88
 JZ2190.geopotential number by the normal gravity value computed on the
 JZ2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2190.degrees latitude (g = 980.6199 gals.).
 JZ2190
 JZ2190.The modeled gravity was interpolated from observed gravity values.
 JZ2190
 JZ2190;                    North         East    Units  Estimated Accuracy
 JZ2190;SPC IN E     -   442,530.      108,750.      MT  (+/- 180 meters Scaled)
 JZ2190
 JZ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ238437(NAD 83)
 JZ2190
 JZ2190                          SUPERSEDED SURVEY CONTROL
 JZ2190
 JZ2190  NGVD 29 (??/??/92)  272.343  (m)          893.51   (f) ADJ UNCH    2 0
 JZ2190
 JZ2190.Superseded values are not recommended for survey control.
 JZ2190
 JZ2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2190.See file dsdata.pdf to determine how the superseded data were derived.
 JZ2190
 JZ2190_MARKER: DB = BENCH MARK DISK
 JZ2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2190_STAMPING: Z 48 1934
 JZ2190_MARK LOGO: CGS
 JZ2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2190+STABILITY: SURFACE MOTION
 JZ2190
 JZ2190  HISTORY     - Date     Condition        Report By
 JZ2190  HISTORY     - 1934     MONUMENTED       CGS
 JZ2190  HISTORY     - 1947     GOOD             CGS
 JZ2190
 JZ2190                          STATION DESCRIPTION
 JZ2190
 JZ2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2190'AT LETTS.
 JZ2190'AT LETTS, IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE CLEVELAND,
 JZ2190'CINCINATI, CHICAGO AND ST. LOUIS RAILWAY AND THE MAIN EAST-WEST
 JZ2190'ROAD INTERSECTION, ABOUT 7 RAILS SOUTH OF THE STATION, 41 FEET
 JZ2190'SOUTH OF THE CENTER LINE OF THE STREET, 18 FEET WEST OF THE
 JZ2190'WEST RAIL OF THE TRACK, 22.5 FEET SOUTHEAST OF A POWER POLE, 24
 JZ2190'FEET SOUTH OF AN ELETRIC CROSSING WARNING SIGNAL, 9 FEET
 JZ2190'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ2190'POST, 3 FEET ABOVE TRACK LEVEL AND SET IN THE TOP OF A CONCRETE
 JZ2190'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1033 ***********************************************************************
 MD1033  DESIGNATION -  Z 5
 MD1033  PID         -  MD1033
 MD1033  STATE/COUNTY-  IN/KOSCIUSKO
 MD1033  COUNTRY     -  US
 MD1033  USGS QUAD   -  BURKET (2019)
 MD1033
 MD1033                         *CURRENT SURVEY CONTROL
 MD1033  ______________________________________________________________________
 MD1033* NAD 83(1986) POSITION- 41 07 37.     (N) 085 52 52.     (W)   SCALED
 MD1033* NAVD 88 ORTHO HEIGHT -   271.206 (meters)      889.78  (feet) ADJUSTED
 MD1033  ______________________________________________________________________
 MD1033  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 MD1033  DYNAMIC HEIGHT  -        271.088 (meters)      889.39  (feet) COMP
 MD1033  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 MD1033
 MD1033  VERT ORDER      -  FIRST     CLASS II
 MD1033
 MD1033.The horizontal coordinates were scaled from a map and have
 MD1033.an estimated accuracy of +/- 6 seconds.
 MD1033
 MD1033.The orthometric height was determined by differential leveling and
 MD1033.adjusted by the NATIONAL GEODETIC SURVEY
 MD1033.in June 1991.
 MD1033
 MD1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1033.GEOID18 height accuracy estimate available here.
 MD1033
 MD1033.Click photographs - Photos may exist for this station.
 MD1033
 MD1033.The dynamic height is computed by dividing the NAVD 88
 MD1033.geopotential number by the normal gravity value computed on the
 MD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1033.degrees latitude (g = 980.6199 gals.).
 MD1033
 MD1033.The modeled gravity was interpolated from observed gravity values.
 MD1033
 MD1033;                    North         East    Units  Estimated Accuracy
 MD1033;SPC IN E     -   652,680.       81,990.      MT  (+/- 180 meters Scaled)
 MD1033
 MD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939534(NAD 83)
 MD1033
 MD1033                          SUPERSEDED SURVEY CONTROL
 MD1033
 MD1033  NGVD 29 (??/??/92)  271.337  (m)          890.21   (f) ADJ UNCH    1 2
 MD1033
 MD1033.Superseded values are not recommended for survey control.
 MD1033
 MD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1033.See file dsdata.pdf to determine how the superseded data were derived.
 MD1033
 MD1033_MARKER: DB = BENCH MARK DISK
 MD1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1033_STAMPING: Z 5
 MD1033_MARK LOGO: CGS
 MD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1033+STABILITY: SURFACE MOTION
 MD1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1033+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 MD1033
 MD1033  HISTORY     - Date     Condition        Report By
 MD1033  HISTORY     - 1916     MONUMENTED       CGS
 MD1033  HISTORY     - 1968     GOOD             INHD
 MD1033  HISTORY     - 20021210 GOOD             INDNR
 MD1033
 MD1033                          STATION DESCRIPTION
 MD1033
 MD1033'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1968
 MD1033'AT CLAYPOOL.
 MD1033'AT CLAYPOOL IN THE SOUTHEAST QUARTER OF THE FIRST STREET CROSSING
 MD1033'OF THE PENN-CENTRAL R.R. SOUTH OF THE JUNC. OF N. AND W. R.R.
 MD1033'150 FT. NORTHEAST OF AN ELECTRIC SIGNAL TOWER, 38 FT. EAST OF THE
 MD1033'EAST RAIL OF THE MAIN TRACK, 53 FT. SOUTH OF THE CENTER OF THE
 MD1033'STREET, 63 FT. WEST OF THE SOUTHEAST CORNER OF A FRAME BLDG.,
 MD1033'20 FT. EAST OF THE EAST RAIL OF A SPUR TRACK, ABOUT 2 FT. ABOVE
 MD1033'TRACK LEVEL.  A BRONZE DISK IN THE TOP OF CONC. POST PROJ. ABOUT
 MD1033'11 INCHES.  NOTE-- THIS MARK IS SLIGHTLY UNSTABLE BUT APPEARS TO BE
 MD1033'IN FAIR CONDITION.
 MD1033
 MD1033                          STATION RECOVERY (2002)
 MD1033
 MD1033'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 MD1033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1546 ***********************************************************************
 KA1546  DESIGNATION -  Z 50
 KA1546  PID         -  KA1546
 KA1546  STATE/COUNTY-  IN/VERMILLION
 KA1546  COUNTRY     -  US
 KA1546  USGS QUAD   -  DANA (2019)
 KA1546
 KA1546                         *CURRENT SURVEY CONTROL
 KA1546  ______________________________________________________________________
 KA1546* NAD 83(1986) POSITION- 39 51 37.     (N) 087 22 57.     (W)   SCALED
 KA1546* NAVD 88 ORTHO HEIGHT -   156.037 (meters)      511.93  (feet) ADJUSTED
 KA1546  ______________________________________________________________________
 KA1546  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 KA1546  DYNAMIC HEIGHT  -        155.952 (meters)      511.65  (feet) COMP
 KA1546  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 KA1546
 KA1546  VERT ORDER      -  SECOND    CLASS 0
 KA1546
 KA1546.The horizontal coordinates were scaled from a map and have
 KA1546.an estimated accuracy of +/- 6 seconds.
 KA1546
 KA1546.The orthometric height was determined by differential leveling and
 KA1546.adjusted by the NATIONAL GEODETIC SURVEY
 KA1546.in June 1991.
 KA1546
 KA1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1546.GEOID18 height accuracy estimate available here.
 KA1546
 KA1546.Click photographs - Photos may exist for this station.
 KA1546
 KA1546.The dynamic height is computed by dividing the NAVD 88
 KA1546.geopotential number by the normal gravity value computed on the
 KA1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1546.degrees latitude (g = 980.6199 gals.).
 KA1546
 KA1546.The modeled gravity was interpolated from observed gravity values.
 KA1546
 KA1546;                    North         East    Units  Estimated Accuracy
 KA1546;SPC IN W     -   512,050.      874,400.      MT  (+/- 180 meters Scaled)
 KA1546
 KA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK672123(NAD 83)
 KA1546
 KA1546                          SUPERSEDED SURVEY CONTROL
 KA1546
 KA1546  NGVD 29 (??/??/92)  156.121  (m)          512.21   (f) ADJ UNCH    2 0
 KA1546
 KA1546.Superseded values are not recommended for survey control.
 KA1546
 KA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1546.See file dsdata.pdf to determine how the superseded data were derived.
 KA1546
 KA1546_MARKER: DB = BENCH MARK DISK
 KA1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1546_STAMPING: Z 50 1934
 KA1546_MARK LOGO: CGS
 KA1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1546+STABILITY: SURFACE MOTION
 KA1546
 KA1546  HISTORY     - Date     Condition        Report By
 KA1546  HISTORY     - 1934     MONUMENTED       CGS
 KA1546  HISTORY     - 1938     GOOD             CGS
 KA1546  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1546
 KA1546                          STATION DESCRIPTION
 KA1546
 KA1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KA1546'1.9 MI S FROM NEWPORT.
 KA1546'1.9 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 KA1546'FROM THE STATION AT NEWPORT, VERMILLION COUNTY, 0.2 MILE NORTH
 KA1546'OF MILEPOST 149, 75 YARDS WEST OF THE ABANDONED CHURCH AT A
 KA1546'CEMETERY, AT THE NORTHEAST CORNER OF A GRAVEL-ROAD CROSSING, 13
 KA1546'YARDS EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK, AND 8 YARDS
 KA1546'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 KA1546'Z 50 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KA1546'INCHES ABOVE GROUND.
 KA1546
 KA1546                          STATION RECOVERY (1986)
 KA1546
 KA1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0430 ***********************************************************************
 KA0430  DESIGNATION -  Z 51
 KA0430  PID         -  KA0430
 KA0430  STATE/COUNTY-  IN/OWEN
 KA0430  COUNTRY     -  US
 KA0430  USGS QUAD   -  GOSPORT (2019)
 KA0430
 KA0430                         *CURRENT SURVEY CONTROL
 KA0430  ______________________________________________________________________
 KA0430* NAD 83(1986) POSITION- 39 21 45.     (N) 086 39 34.     (W)   SCALED
 KA0430* NAVD 88 ORTHO HEIGHT -   173.614 (meters)      569.60  (feet) ADJUSTED
 KA0430  ______________________________________________________________________
 KA0430  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KA0430  DYNAMIC HEIGHT  -        173.513 (meters)      569.27  (feet) COMP
 KA0430  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 KA0430
 KA0430  VERT ORDER      -  SECOND    CLASS 0
 KA0430
 KA0430.The horizontal coordinates were scaled from a map and have
 KA0430.an estimated accuracy of +/- 6 seconds.
 KA0430
 KA0430.The orthometric height was determined by differential leveling and
 KA0430.adjusted by the NATIONAL GEODETIC SURVEY
 KA0430.in June 1991.
 KA0430
 KA0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0430.GEOID18 height accuracy estimate available here.
 KA0430
 KA0430.Click photographs - Photos may exist for this station.
 KA0430
 KA0430.The dynamic height is computed by dividing the NAVD 88
 KA0430.geopotential number by the normal gravity value computed on the
 KA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0430.degrees latitude (g = 980.6199 gals.).
 KA0430
 KA0430.The modeled gravity was interpolated from observed gravity values.
 KA0430
 KA0430;                    North         East    Units  Estimated Accuracy
 KA0430;SPC IN W     -   456,830.      936,530.      MT  (+/- 180 meters Scaled)
 KA0430
 KA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293570(NAD 83)
 KA0430
 KA0430                          SUPERSEDED SURVEY CONTROL
 KA0430
 KA0430  NGVD 29 (??/??/92)  173.738  (m)          570.01   (f) ADJ UNCH    2 0
 KA0430
 KA0430.Superseded values are not recommended for survey control.
 KA0430
 KA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0430.See file dsdata.pdf to determine how the superseded data were derived.
 KA0430
 KA0430_MARKER: DB = BENCH MARK DISK
 KA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0430_STAMPING: Z 51 1934
 KA0430_MARK LOGO: CGS
 KA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0430+STABILITY: SURFACE MOTION
 KA0430
 KA0430  HISTORY     - Date     Condition        Report By
 KA0430  HISTORY     - 1934     MONUMENTED       CGS
 KA0430  HISTORY     - 1946     GOOD             CGS
 KA0430
 KA0430                          STATION DESCRIPTION
 KA0430
 KA0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0430'0.9 MI N FROM GOSPORT.
 KA0430'0.9 MILE NORTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
 KA0430'RAILWAY FROM THE STATION AT GOSPORT, OWEN COUNTY, 24 RAILS NORTH
 KA0430'OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, 8 RAILS NORTH OF
 KA0430'MILEPOST 203, IN THE SOUTH ANGLE OF THE JUNCTION OF A SPUR TRACK
 KA0430'LEADING TO THE P.R.R., 5 RAILS SOUTH OF THE FROG AT THE JUNCTION,
 KA0430'AND 15 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD
 KA0430'DISK, STAMPED Z 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 KA0430'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO,
 KA0430'INDIANAPOLIS AND LOUISVILLE RAILWAY IS NOW THE MONON RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0318 ***********************************************************************
 KA0318  DESIGNATION -  Z 52
 KA0318  PID         -  KA0318
 KA0318  STATE/COUNTY-  IN/MONROE
 KA0318  COUNTRY     -  US
 KA0318  USGS QUAD   -  UNIONVILLE (2019)
 KA0318
 KA0318                         *CURRENT SURVEY CONTROL
 KA0318  ______________________________________________________________________
 KA0318* NAD 83(1986) POSITION- 39 09 50.     (N) 086 29 44.     (W)   SCALED
 KA0318* NAVD 88 ORTHO HEIGHT -   245.278 (meters)      804.72  (feet) ADJUSTED
 KA0318  ______________________________________________________________________
 KA0318  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 KA0318  DYNAMIC HEIGHT  -        245.128 (meters)      804.22  (feet) COMP
 KA0318  MODELED GRAVITY -    980,011.4   (mgal)                       NAVD 88
 KA0318
 KA0318  VERT ORDER      -  SECOND    CLASS 0
 KA0318
 KA0318.The horizontal coordinates were scaled from a map and have
 KA0318.an estimated accuracy of +/- 6 seconds.
 KA0318
 KA0318.The orthometric height was determined by differential leveling and
 KA0318.adjusted by the NATIONAL GEODETIC SURVEY
 KA0318.in June 1991.
 KA0318
 KA0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0318.GEOID18 height accuracy estimate available here.
 KA0318
 KA0318.Click photographs - Photos may exist for this station.
 KA0318
 KA0318.The dynamic height is computed by dividing the NAVD 88
 KA0318.geopotential number by the normal gravity value computed on the
 KA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0318.degrees latitude (g = 980.6199 gals.).
 KA0318
 KA0318.The modeled gravity was interpolated from observed gravity values.
 KA0318
 KA0318;                    North         East    Units  Estimated Accuracy
 KA0318;SPC IN W     -   434,860.      950,800.      MT  (+/- 180 meters Scaled)
 KA0318
 KA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435350(NAD 83)
 KA0318
 KA0318                          SUPERSEDED SURVEY CONTROL
 KA0318
 KA0318  NGVD 29 (??/??/92)  245.393  (m)          805.09   (f) ADJ UNCH    2 0
 KA0318
 KA0318.Superseded values are not recommended for survey control.
 KA0318
 KA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0318.See file dsdata.pdf to determine how the superseded data were derived.
 KA0318
 KA0318_MARKER: DB = BENCH MARK DISK
 KA0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0318_STAMPING: Z 52 1934
 KA0318_MARK LOGO: CGS
 KA0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0318+STABILITY: SURFACE MOTION
 KA0318
 KA0318  HISTORY     - Date     Condition        Report By
 KA0318  HISTORY     - 1934     MONUMENTED       CGS
 KA0318  HISTORY     - 1957     POOR             CGS
 KA0318  HISTORY     - 20031004 MARK NOT FOUND   GEOCAC
 KA0318
 KA0318                          STATION DESCRIPTION
 KA0318
 KA0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KA0318'2.1 MI E FROM BLOOMINGTON.
 KA0318'2.1 MILES EAST ALONG STATE HIGHWAY 46 FROM THE CITY HALL AT
 KA0318'BLOOMINGTON, MONROE COUNTY, ABOUT 100 YARDS WEST OF THE C.L.
 KA0318'LATIMER HOUSE, 90 YARDS SOUTHEAST OF THE JOHN S. STEVENS HOUSE,
 KA0318'12-1/2 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2
 KA0318'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED Z 52 1934 AND
 KA0318'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 KA0318'GROUND.  NOTE-- THE POST HAS BROKEN OFF ABOUT 1-1/2 FEET DOWN,
 KA0318'BUT THE TOP OF THE POST AND THE DISK ARE STILL THERE.  IT APPEARS
 KA0318'TO HAVE BEEN HIT BY AN AUTOMOBILE OR A PIECE OF FARM EQUIPMENT.
 KA0318'USE WITH CAUTION.
 KA0318
 KA0318                          STATION RECOVERY (2003)
 KA0318
 KA0318'RECOVERY NOTE BY GEOCACHING 2003 (CME)
 KA0318'MARK NOT FOUND, CEMENT FOOTER AND WOODEN POST FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1180 ***********************************************************************
 KA1180  DESIGNATION -  Z 53
 KA1180  PID         -  KA1180
 KA1180  STATE/COUNTY-  IN/GREENE
 KA1180  COUNTRY     -  US
 KA1180  USGS QUAD   -  SWITZ CITY (2019)
 KA1180
 KA1180                         *CURRENT SURVEY CONTROL
 KA1180  ______________________________________________________________________
 KA1180* NAD 83(1986) POSITION- 39 01 54.     (N) 087 03 35.     (W)   SCALED
 KA1180* NAVD 88 ORTHO HEIGHT -   158.151 (meters)      518.87  (feet) ADJUSTED
 KA1180  ______________________________________________________________________
 KA1180  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 KA1180  DYNAMIC HEIGHT  -        158.055 (meters)      518.55  (feet) COMP
 KA1180  MODELED GRAVITY -    980,020.0   (mgal)                       NAVD 88
 KA1180
 KA1180  VERT ORDER      -  SECOND    CLASS 0
 KA1180
 KA1180.The horizontal coordinates were scaled from a map and have
 KA1180.an estimated accuracy of +/- 6 seconds.
 KA1180
 KA1180.The orthometric height was determined by differential leveling and
 KA1180.adjusted by the NATIONAL GEODETIC SURVEY
 KA1180.in June 1991.
 KA1180
 KA1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1180.GEOID18 height accuracy estimate available here.
 KA1180
 KA1180.Click photographs - Photos may exist for this station.
 KA1180
 KA1180.The dynamic height is computed by dividing the NAVD 88
 KA1180.geopotential number by the normal gravity value computed on the
 KA1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1180.degrees latitude (g = 980.6199 gals.).
 KA1180
 KA1180.The modeled gravity was interpolated from observed gravity values.
 KA1180
 KA1180;                    North         East    Units  Estimated Accuracy
 KA1180;SPC IN W     -   420,010.      902,040.      MT  (+/- 180 meters Scaled)
 KA1180
 KA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ948202(NAD 83)
 KA1180
 KA1180                          SUPERSEDED SURVEY CONTROL
 KA1180
 KA1180  NGVD 29 (??/??/92)  158.278  (m)          519.28   (f) ADJ UNCH    2 0
 KA1180
 KA1180.Superseded values are not recommended for survey control.
 KA1180
 KA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1180.See file dsdata.pdf to determine how the superseded data were derived.
 KA1180
 KA1180_MARKER: DB = BENCH MARK DISK
 KA1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1180_STAMPING: Z 53 1934
 KA1180_MARK LOGO: CGS
 KA1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1180+STABILITY: SURFACE MOTION
 KA1180
 KA1180  HISTORY     - Date     Condition        Report By
 KA1180  HISTORY     - 1934     MONUMENTED       CGS
 KA1180  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 KA1180
 KA1180                          STATION DESCRIPTION
 KA1180
 KA1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KA1180'AT SWITZ CITY.
 KA1180'AT SWITZ CITY, GREENE COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 KA1180'0.2 MILE WEST OF THE STATION AND THE CROSSING OF THE PENNSYLVANIA
 KA1180'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 67, 32 YARDS SOUTHWEST
 KA1180'OF A CITY-LIMIT SIGN, 12 YARDS NORTH OF THE NORTH RAIL OF THE
 KA1180'NORTH MAIN TRACK, 10 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY,
 KA1180'4 YARDS NORTHWEST OF THE WEST HEADWALL OF A HIGHWAY CULVERT, AND
 KA1180'ABOUT ONE-HALF FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 KA1180'Z 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KA1180
 KA1180                          STATION RECOVERY (1982)
 KA1180
 KA1180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KA1180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA0095 ***********************************************************************
 JA0095  DESIGNATION -  Z 54
 JA0095  PID         -  JA0095
 JA0095  STATE/COUNTY-  IN/ORANGE
 JA0095  COUNTRY     -  US
 JA0095  USGS QUAD   -  PAOLI (2019)
 JA0095
 JA0095                         *CURRENT SURVEY CONTROL
 JA0095  ______________________________________________________________________
 JA0095* NAD 83(1986) POSITION- 38 33 21.2    (N) 086 28 07.3    (W)   HD_HELD2
 JA0095* NAVD 88 ORTHO HEIGHT -   187.477 (meters)      615.08  (feet) ADJUSTED
 JA0095  ______________________________________________________________________
 JA0095  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JA0095  DYNAMIC HEIGHT  -        187.348 (meters)      614.66  (feet) COMP
 JA0095  MODELED GRAVITY -    979,938.9   (mgal)                       NAVD 88
 JA0095
 JA0095  VERT ORDER      -  FIRST     CLASS II
 JA0095
 JA0095.The horizontal coordinates were established by autonomous hand held GPS
 JA0095.observations and have an estimated accuracy of +/- 10 meters.
 JA0095
 JA0095.The orthometric height was determined by differential leveling and
 JA0095.adjusted by the NATIONAL GEODETIC SURVEY
 JA0095.in June 1991.
 JA0095
 JA0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA0095.GEOID18 height accuracy estimate available here.
 JA0095
 JA0095.Click photographs - Photos may exist for this station.
 JA0095
 JA0095.The dynamic height is computed by dividing the NAVD 88
 JA0095.geopotential number by the normal gravity value computed on the
 JA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0095.degrees latitude (g = 980.6199 gals.).
 JA0095
 JA0095.The modeled gravity was interpolated from observed gravity values.
 JA0095
 JA0095;                    North         East    Units  Estimated Accuracy
 JA0095;SPC IN W     -   367,376.      953,574.      MT  (+/- 10 meters HH2 GPS)
 JA0095
 JA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4629367628(NAD 83)
 JA0095
 JA0095                          SUPERSEDED SURVEY CONTROL
 JA0095
 JA0095  NGVD 29 (??/??/92)  187.581  (m)          615.42   (f) ADJ UNCH    1 2
 JA0095
 JA0095.Superseded values are not recommended for survey control.
 JA0095
 JA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0095.See file dsdata.pdf to determine how the superseded data were derived.
 JA0095
 JA0095_MARKER: DB = BENCH MARK DISK
 JA0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0095_STAMPING: Z 54 1934
 JA0095_MARK LOGO: AZHD
 JA0095_PROJECTION: PROJECTING 8 CENTIMETERS
 JA0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0095+STABILITY: SURFACE MOTION
 JA0095
 JA0095  HISTORY     - Date     Condition        Report By
 JA0095  HISTORY     - 1934     MONUMENTED       CGS
 JA0095  HISTORY     - 1965     GOOD             CGS
 JA0095  HISTORY     - 1967     GOOD             CGS
 JA0095  HISTORY     - 20201106 GOOD             INDIV
 JA0095
 JA0095                          STATION DESCRIPTION
 JA0095
 JA0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0095'AT PAOLI.
 JA0095'AT PAOLI, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0095'ORANGE COUNTY COURTHOUSE, 32 FEET WEST OF THE NORTHWEST CORNER
 JA0095'OF THE BANDSTAND ON THE COURTHOUSE LAWN, 18 FEET NORTH OF A CURB
 JA0095'ALONG THE EDGE OF A PARK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA0095'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0095
 JA0095                          STATION RECOVERY (1967)
 JA0095
 JA0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JA0095'RECOVERED IN GOOD CONDITION.
 JA0095
 JA0095                          STATION RECOVERY (2020)
 JA0095
 JA0095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (PK)
 JA0095'THE MARK IS LOCATED ON THE SOUTHWEST LAWN OF THE PAOLI COURTHOUSE IN
 JA0095'THE TOWN SQUARE.
 JA0095'
 JA0095'TO REACH FROM THE INTERSECTION OF US 150 AND IN HIGHWAY 56, GO WEST
 JA0095'TOWARDS DOWNTOWN PAOLI FOR 3 BLOCKS ON HIGHWAY 150.  THE COURTHOUSE IS
 JA0095'PROMINENT AND CLEARLY RECOGNIZABLE PARKING AS THE CENTER OF TOWN.
 JA0095'PARKING IN ABUNDANT IN THE SQUARE AREA.  PROCEED TO THE SOUTHWEST LAWN
 JA0095'OF THE COURT HOUSE.
 JA0095'
 JA0095'THE MARK IS PRONOUNCED AND EASILY OBSERVABLE FROM THE ROADWAY AND IS
 JA0095'FOUND APPROXIMATELY 10 FT (3.0 M) NORTHEAST OF THE STREET LAMP POST IN
 JA0095'THE SOUTHWEST CORNER OF THE COURTHOUSE PROPERTY.  THE MARK IS
 JA0095'APPROXIMATELY 85 FT (25.9 M) SOUTH OF A SIDEWALK RUNNING EAST TO WEST
 JA0095'FROM THE CURB TO THE CONCRETE PAD AREA IMMEDIATELY SOUTH OF THE
 JA0095'COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1342 ***********************************************************************
 HZ1342  DESIGNATION -  Z 55
 HZ1342  PID         -  HZ1342
 HZ1342  STATE/COUNTY-  IN/FLOYD
 HZ1342  COUNTRY     -  US
 HZ1342  USGS QUAD   -  NEW ALBANY (2019)
 HZ1342
 HZ1342                         *CURRENT SURVEY CONTROL
 HZ1342  ______________________________________________________________________
 HZ1342* NAD 83(1986) POSITION- 38 17 00.     (N) 085 52 20.     (W)   SCALED
 HZ1342* NAVD 88 ORTHO HEIGHT -   149.553 (meters)      490.66  (feet) ADJUSTED
 HZ1342  ______________________________________________________________________
 HZ1342  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 HZ1342  DYNAMIC HEIGHT  -        149.450 (meters)      490.32  (feet) COMP
 HZ1342  MODELED GRAVITY -    979,934.2   (mgal)                       NAVD 88
 HZ1342
 HZ1342  VERT ORDER      -  SECOND    CLASS 0
 HZ1342
 HZ1342.The horizontal coordinates were scaled from a map and have
 HZ1342.an estimated accuracy of +/- 6 seconds.
 HZ1342
 HZ1342.The orthometric height was determined by differential leveling and
 HZ1342.adjusted by the NATIONAL GEODETIC SURVEY
 HZ1342.in June 1991.
 HZ1342
 HZ1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1342.GEOID18 height accuracy estimate available here.
 HZ1342
 HZ1342.Click photographs - Photos may exist for this station.
 HZ1342
 HZ1342.The dynamic height is computed by dividing the NAVD 88
 HZ1342.geopotential number by the normal gravity value computed on the
 HZ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1342.degrees latitude (g = 980.6199 gals.).
 HZ1342
 HZ1342.The modeled gravity was interpolated from observed gravity values.
 HZ1342
 HZ1342;                    North         East    Units  Estimated Accuracy
 HZ1342;SPC IN E     -   336,960.       82,020.      MT  (+/- 180 meters Scaled)
 HZ1342
 HZ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH986378(NAD 83)
 HZ1342
 HZ1342                          SUPERSEDED SURVEY CONTROL
 HZ1342
 HZ1342  NGVD 29 (??/??/92)  149.70   (m)          491.1    (f) COMPUTED    2 0
 HZ1342
 HZ1342.Superseded values are not recommended for survey control.
 HZ1342
 HZ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1342.See file dsdata.pdf to determine how the superseded data were derived.
 HZ1342
 HZ1342_MARKER: DB = BENCH MARK DISK
 HZ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1342_STAMPING: Z 55 1934
 HZ1342_MARK LOGO: CGS
 HZ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1342+STABILITY: SURFACE MOTION
 HZ1342
 HZ1342  HISTORY     - Date     Condition        Report By
 HZ1342  HISTORY     - 1934     MONUMENTED       CGS
 HZ1342  HISTORY     - 1935     GOOD             CGS
 HZ1342  HISTORY     - 1965     MARK NOT FOUND   CGS
 HZ1342
 HZ1342                          STATION DESCRIPTION
 HZ1342
 HZ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HZ1342'3.1 MI W FROM NEW ALBANY.
 HZ1342'3.1 MILES WEST ALONG THE SOURR            FROM THE STATION AT
 HZ1342'NEW ALBANY, FLOYD COUNTY, 0.2 MILE EAST OF BRIDGE 264.7, 16
 HZ1342'RAILS WEST OF MILEPOST 265, 100 YARDS SOUTH OF STATE HIGHWAY 62,
 HZ1342'AT A PRIVATE-ROAD CROSSING, 13-1/2 FEET NORTH OF THE NORTH RAIL,
 HZ1342'22 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, AND LEVEL WITH
 HZ1342'THE TRACK.  A STANDARD DISK, STAMPED Z 55 1934 AND SET IN THE TOP
 HZ1342'OF A CONCRETE POST.
 HZ1342
 HZ1342                          STATION RECOVERY (1965)
 HZ1342
 HZ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HZ1342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HA0692 ***********************************************************************
 HA0692  DESIGNATION -  Z 58
 HA0692  PID         -  HA0692
 HA0692  STATE/COUNTY-  IN/SPENCER
 HA0692  COUNTRY     -  US
 HA0692  USGS QUAD   -  ROCKPORT (2019)
 HA0692
 HA0692                         *CURRENT SURVEY CONTROL
 HA0692  ______________________________________________________________________
 HA0692* NAD 83(1986) POSITION- 37 53 13.     (N) 087 02 52.     (W)   SCALED
 HA0692* NAVD 88 ORTHO HEIGHT -   118.196 (meters)      387.78  (feet) ADJUSTED
 HA0692  ______________________________________________________________________
 HA0692  GEOID HEIGHT    -        -31.160 (meters)                     GEOID18
 HA0692  DYNAMIC HEIGHT  -        118.117 (meters)      387.52  (feet) COMP
 HA0692  MODELED GRAVITY -    979,954.4   (mgal)                       NAVD 88
 HA0692
 HA0692  VERT ORDER      -  FIRST     CLASS II
 HA0692
 HA0692.The horizontal coordinates were scaled from a map and have
 HA0692.an estimated accuracy of +/- 6 seconds.
 HA0692
 HA0692.The orthometric height was determined by differential leveling and
 HA0692.adjusted by the NATIONAL GEODETIC SURVEY
 HA0692.in June 1991.
 HA0692
 HA0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 HA0692.GEOID18 height accuracy estimate available here.
 HA0692
 HA0692.Click photographs - Photos may exist for this station.
 HA0692
 HA0692.The dynamic height is computed by dividing the NAVD 88
 HA0692.geopotential number by the normal gravity value computed on the
 HA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0692.degrees latitude (g = 980.6199 gals.).
 HA0692
 HA0692.The modeled gravity was interpolated from observed gravity values.
 HA0692
 HA0692;                    North         East    Units  Estimated Accuracy
 HA0692;SPC IN W     -   292,950.      903,130.      MT  (+/- 180 meters Scaled)
 HA0692
 HA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG957932(NAD 83)
 HA0692
 HA0692                          SUPERSEDED SURVEY CONTROL
 HA0692
 HA0692  NGVD 29 (??/??/92)  118.303  (m)          388.13   (f) ADJ UNCH    1 2
 HA0692
 HA0692.Superseded values are not recommended for survey control.
 HA0692
 HA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0692.See file dsdata.pdf to determine how the superseded data were derived.
 HA0692
 HA0692_MARKER: DB = BENCH MARK DISK
 HA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0692_STAMPING: Z 58 1934
 HA0692_MARK LOGO: CGS
 HA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0692+STABILITY: SURFACE MOTION
 HA0692
 HA0692  HISTORY     - Date     Condition        Report By
 HA0692  HISTORY     - 1934     MONUMENTED       CGS
 HA0692  HISTORY     - 1965     GOOD             CGS
 HA0692
 HA0692                          STATION DESCRIPTION
 HA0692
 HA0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0692'0.3 MI NE FROM ROCKPORT.
 HA0692'ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 HA0692'AT ROCKPORT, THENCE 0.1 MILE EAST ALONG WASHINGTON STREET, IN
 HA0692'SECTION 23, T 8 S, R 6 W, 43.2 FEET SOUTHWEST OF THE SOUTHWEST
 HA0692'CORNER OF THE SOUTHERN RAILROAD STATION, 69 1/2 FEET WEST-SOUTHWEST
 HA0692'OF THE WEST-SOUTHWEST RAIL OF THE MAIN TRACK, 43 FEET NORTH OF THE
 HA0692'CENTER LINE OF WASHINGTON STREET, 7 1/2 FEET SOUTHEAST OF A
 HA0692'14-INCH MAPLE TREE, 35 1/2 FEET EAST OF A POWER POLE BEARING
 HA0692'A TRANSFORMER, 2.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 HA0692'1.4 FEET WEST OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL
 HA0692'OF THE STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HA0692'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0054 ***********************************************************************
 KA0054  DESIGNATION -  Z 61
 KA0054  PID         -  KA0054
 KA0054  STATE/COUNTY-  IN/MORGAN
 KA0054  COUNTRY     -  US
 KA0054  USGS QUAD   -  MOORESVILLE EAST (2019)
 KA0054
 KA0054                         *CURRENT SURVEY CONTROL
 KA0054  ______________________________________________________________________
 KA0054* NAD 83(1986) POSITION- 39 34 02.41   (N) 086 17 08.90   (W)   HD_HELD1
 KA0054* NAVD 88 ORTHO HEIGHT -   196.006 (meters)      643.06  (feet) ADJUSTED
 KA0054  ______________________________________________________________________
 KA0054  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 KA0054  DYNAMIC HEIGHT  -        195.901 (meters)      642.72  (feet) COMP
 KA0054  MODELED GRAVITY -    980,084.7   (mgal)                       NAVD 88
 KA0054
 KA0054  VERT ORDER      -  SECOND    CLASS 0
 KA0054
 KA0054.The horizontal coordinates were determined by differentially corrected
 KA0054.hand held GPS observations or other comparable positioning techniques
 KA0054.and have an estimated accuracy of +/- 3 meters.
 KA0054
 KA0054.The orthometric height was determined by differential leveling and
 KA0054.adjusted by the NATIONAL GEODETIC SURVEY
 KA0054.in June 1991.
 KA0054
 KA0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0054.GEOID18 height accuracy estimate available here.
 KA0054
 KA0054.Click photographs - Photos may exist for this station.
 KA0054
 KA0054.The dynamic height is computed by dividing the NAVD 88
 KA0054.geopotential number by the normal gravity value computed on the
 KA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0054.degrees latitude (g = 980.6199 gals.).
 KA0054
 KA0054.The modeled gravity was interpolated from observed gravity values.
 KA0054
 KA0054;                    North         East    Units  Estimated Accuracy
 KA0054;SPC IN W     -   479,784.2     968,530.0     MT  (+/- 3 meters HH1 GPS) 
 KA0054
 KA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6134679981(NAD 83)
 KA0054
 KA0054                          SUPERSEDED SURVEY CONTROL
 KA0054
 KA0054  NGVD 29 (??/??/92)  196.137  (m)          643.49   (f) ADJ UNCH    2 0
 KA0054
 KA0054.Superseded values are not recommended for survey control.
 KA0054
 KA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0054.See file dsdata.pdf to determine how the superseded data were derived.
 KA0054
 KA0054_MARKER: DB = BENCH MARK DISK
 KA0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0054_SP_SET: BRIDGE
 KA0054_STAMPING: Z 61 1946
 KA0054_MARK LOGO: CGS
 KA0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0054
 KA0054  HISTORY     - Date     Condition        Report By
 KA0054  HISTORY     - 1946     MONUMENTED       CGS
 KA0054  HISTORY     - 1985     MARK NOT FOUND   INDNR
 KA0054  HISTORY     - 20170603 MARK NOT FOUND   INDOT
 KA0054
 KA0054                          STATION DESCRIPTION
 KA0054
 KA0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0054'1.2 MI NW FROM WAVERLY.
 KA0054'ABOUT 1.2 MILE NORTHWEST ALONG STATE HIGHWAY 144 FROM THE
 KA0054'INTERSECTION WITH STATE HIGHWAY 36 AT WAVERLY AND ABOUT 1.95 MILE
 KA0054'SOUTHEAST OF THE CROSS ROADS AT FIVE POINTS, SET IN THE TOP OF THE
 KA0054'SOUTH END OF THE WEST ABUTMENT OF A 54-FOOT CONCRETE HIGHWAY BRIDGE
 KA0054'OVER A SMALL STREAM, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KA0054'HIGHWAY, AND ABOUT 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK,
 KA0054'STAMPED Z 61 1946.
 KA0054
 KA0054                          STATION RECOVERY (1985)
 KA0054
 KA0054'RECOVERY NOTE BY IN DEPT OF NAT RES 1985
 KA0054'MARK NOT FOUND.
 KA0054
 KA0054                          STATION RECOVERY (2017)
 KA0054
 KA0054'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2017 (BR)
 KA0054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0059 ***********************************************************************
 KA0059  DESIGNATION -  Z 62
 KA0059  PID         -  KA0059
 KA0059  STATE/COUNTY-  IN/HENDRICKS
 KA0059  COUNTRY     -  US
 KA0059  USGS QUAD   -  PLAINFIELD (2019)
 KA0059
 KA0059                         *CURRENT SURVEY CONTROL
 KA0059  ______________________________________________________________________
 KA0059* NAD 83(1986) POSITION- 39 41 31.3    (N) 086 26 02.5    (W)   HD_HELD2
 KA0059* NAVD 88 ORTHO HEIGHT -   232.283 (meters)      762.08  (feet) ADJUSTED
 KA0059  ______________________________________________________________________
 KA0059  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 KA0059  DYNAMIC HEIGHT  -        232.158 (meters)      761.67  (feet) COMP
 KA0059  MODELED GRAVITY -    980,080.5   (mgal)                       NAVD 88
 KA0059
 KA0059  VERT ORDER      -  SECOND    CLASS 0
 KA0059
 KA0059.The horizontal coordinates were established by autonomous hand held GPS
 KA0059.observations and have an estimated accuracy of +/- 10 meters.
 KA0059
 KA0059.The orthometric height was determined by differential leveling and
 KA0059.adjusted by the NATIONAL GEODETIC SURVEY
 KA0059.in June 1991.
 KA0059
 KA0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0059.GEOID18 height accuracy estimate available here.
 KA0059
 KA0059.Click photographs - Photos may exist for this station.
 KA0059
 KA0059.The dynamic height is computed by dividing the NAVD 88
 KA0059.geopotential number by the normal gravity value computed on the
 KA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0059.degrees latitude (g = 980.6199 gals.).
 KA0059
 KA0059.The modeled gravity was interpolated from observed gravity values.
 KA0059
 KA0059;                    North         East    Units  Estimated Accuracy
 KA0059;SPC IN W     -   493,526.      955,693.      MT  (+/- 10 meters HH2 GPS)
 KA0059
 KA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4852793729(NAD 83)
 KA0059
 KA0059                          SUPERSEDED SURVEY CONTROL
 KA0059
 KA0059  NGVD 29 (??/??/92)  232.391  (m)          762.44   (f) ADJ UNCH    2 0
 KA0059
 KA0059.Superseded values are not recommended for survey control.
 KA0059
 KA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0059.See file dsdata.pdf to determine how the superseded data were derived.
 KA0059
 KA0059_MARKER: DB = BENCH MARK DISK
 KA0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0059_SP_SET: BRIDGE
 KA0059_STAMPING: Z 62 1946
 KA0059_MARK LOGO: CGS
 KA0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0059
 KA0059  HISTORY     - Date     Condition        Report By
 KA0059  HISTORY     - 1946     MONUMENTED       CGS
 KA0059  HISTORY     - 20110711 GOOD             GEOCAC
 KA0059  HISTORY     - 20240922 GOOD             USPSQD
 KA0059
 KA0059                          STATION DESCRIPTION
 KA0059
 KA0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0059'1.8 MI W FROM PLAINFIELD.
 KA0059'ABOUT 1.85 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KA0059'AT PLAINFIELD, ABOUT 0.25 MILE EAST OF AN AIRWAY LIGHT BEACON ON
 KA0059'THE SOUTH SIDE OF THE HIGHWAY, SET IN THE NORTH END OF THE SOUTHEAST
 KA0059'WING WALL OF A 20-FOOT CONCRETE BRIDGE OVER A BRANCH OF THE
 KA0059'WHITE LICK CREEK, 26 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA0059'LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY.  A STANDARD
 KA0059'DISK, STAMPED Z 62 1946.
 KA0059
 KA0059                          STATION RECOVERY (2011)
 KA0059
 KA0059'RECOVERY NOTE BY GEOCACHING 2011 (BMC)
 KA0059'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. STATION IS NOW 2
 KA0059'FEET BELOW STREET LEVEL.
 KA0059
 KA0059                          STATION RECOVERY (2024)
 KA0059
 KA0059'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 KA0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0151 ***********************************************************************
 KA0151  DESIGNATION -  Z 64 RESET
 KA0151  PID         -  KA0151
 KA0151  STATE/COUNTY-  IN/MARION
 KA0151  COUNTRY     -  US
 KA0151  USGS QUAD   -  BRIDGEPORT (2019)
 KA0151
 KA0151                         *CURRENT SURVEY CONTROL
 KA0151  ______________________________________________________________________
 KA0151* NAD 83(1986) POSITION- 39 44 03.     (N) 086 16 53.     (W)   SCALED
 KA0151* NAVD 88 ORTHO HEIGHT -   242.96  (meters)      797.1   (feet) RESET
 KA0151  ______________________________________________________________________
 KA0151  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 KA0151  VERT ORDER      -  THIRD
 KA0151
 KA0151.This mark is at Indianapolis Int'l Airport (IND)
 KA0151
 KA0151.The horizontal coordinates were scaled from a map and have
 KA0151.an estimated accuracy of +/- 6 seconds.
 KA0151
 KA0151.The orthometric height was computed from unverified reset data.
 KA0151
 KA0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0151.GEOID18 height accuracy estimate available here.
 KA0151
 KA0151.Click photographs - Photos may exist for this station.
 KA0151
 KA0151;                    North         East    Units  Estimated Accuracy
 KA0151;SPC IN E     -   498,180.       47,310.      MT  (+/- 180 meters Scaled)
 KA0151
 KA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ615984(NAD 83)
 KA0151
 KA0151                          SUPERSEDED SURVEY CONTROL
 KA0151
 KA0151  NGVD 29 (08/22/16)  243.09   (m)          797.5    (f) RESET       3  
 KA0151
 KA0151.Superseded values are not recommended for survey control.
 KA0151
 KA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0151.See file dsdata.pdf to determine how the superseded data were derived.
 KA0151
 KA0151_MARKER: DD = SURVEY DISK
 KA0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0151_SP_SET: BUILDING
 KA0151_STAMPING: Z 64 RESET 1972
 KA0151_MARK LOGO: CGS
 KA0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0151
 KA0151  HISTORY     - Date     Condition        Report By
 KA0151  HISTORY     - 1972     MONUMENTED       LOCENG
 KA0151  HISTORY     - 1978     GOOD             NGS
 KA0151  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0151
 KA0151                          STATION DESCRIPTION
 KA0151
 KA0151'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 KA0151'7 MI WSW FROM INDIANAPOLIS.
 KA0151'ABOUT 7 MILES WEST-SOUTHWEST OF INDIANAPOLIS AT WEIR COOK MUNICIPAL
 KA0151'AIRPORT, AT THE FEDERAL AVIATION AGENCY BUILDING (AIRPORT
 KA0151'BUILDING NO. 1), ON THE NORTH SIDE OF THE AIRPORT, AT THE NORTH
 KA0151'ENTRANCE TO THE BUILDING, ON TOP OF THE CONCRETE WALL ON THE EAST
 KA0151'SIDE OF THE ENTRANCE STEPS, IN THE CENTER OF THE WALL, 0.5 FOOT
 KA0151'IN FROM THE NORTH FACE OF THE WALL AND ABOUT 3.5 FEET ABOVE THE
 KA0151'SIDEWALK.
 KA0151
 KA0151                          STATION RECOVERY (1978)
 KA0151
 KA0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KA0151'AT INDIANAPOLIS INTL AIRPORT ON THE NORTH SIDE OF THE AIRPORT SET IN
 KA0151'THE NORTH END OF EAST STEP WALL AT NORTH ENTRANCE TO FAA BLDG. NO. 1
 KA0151'WHICH IS NOW VACANT.
 KA0151
 KA0151                          STATION RECOVERY (1985)
 KA0151
 KA0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0416 ***********************************************************************
 KA0416  DESIGNATION -  Z 65
 KA0416  PID         -  KA0416
 KA0416  STATE/COUNTY-  IN/PUTNAM
 KA0416  COUNTRY     -  US
 KA0416  USGS QUAD   -  CATARACT (2019)
 KA0416
 KA0416                         *CURRENT SURVEY CONTROL
 KA0416  ______________________________________________________________________
 KA0416* NAD 83(1986) POSITION- 39 29 05.     (N) 086 45 09.     (W)   SCALED
 KA0416* NAVD 88 ORTHO HEIGHT -   236.352 (meters)      775.43  (feet) ADJUSTED
 KA0416  ______________________________________________________________________
 KA0416  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KA0416  DYNAMIC HEIGHT  -        236.216 (meters)      774.99  (feet) COMP
 KA0416  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 KA0416
 KA0416  VERT ORDER      -  SECOND    CLASS 0
 KA0416
 KA0416.The horizontal coordinates were scaled from a map and have
 KA0416.an estimated accuracy of +/- 6 seconds.
 KA0416
 KA0416.The orthometric height was determined by differential leveling and
 KA0416.adjusted by the NATIONAL GEODETIC SURVEY
 KA0416.in June 1991.
 KA0416
 KA0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0416.GEOID18 height accuracy estimate available here.
 KA0416
 KA0416.Click photographs - Photos may exist for this station.
 KA0416
 KA0416.The dynamic height is computed by dividing the NAVD 88
 KA0416.geopotential number by the normal gravity value computed on the
 KA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0416.degrees latitude (g = 980.6199 gals.).
 KA0416
 KA0416.The modeled gravity was interpolated from observed gravity values.
 KA0416
 KA0416;                    North         East    Units  Estimated Accuracy
 KA0416;SPC IN W     -   470,360.      928,460.      MT  (+/- 180 meters Scaled)
 KA0416
 KA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ212705(NAD 83)
 KA0416
 KA0416                          SUPERSEDED SURVEY CONTROL
 KA0416
 KA0416  NGVD 29 (??/??/92)  236.465  (m)          775.80   (f) ADJ UNCH    2 0
 KA0416
 KA0416.Superseded values are not recommended for survey control.
 KA0416
 KA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0416.See file dsdata.pdf to determine how the superseded data were derived.
 KA0416
 KA0416_MARKER: DB = BENCH MARK DISK
 KA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0416_STAMPING: Z 65 1946
 KA0416_MARK LOGO: CGS
 KA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0416+STABILITY: SURFACE MOTION
 KA0416
 KA0416  HISTORY     - Date     Condition        Report By
 KA0416  HISTORY     - 1946     MONUMENTED       CGS
 KA0416
 KA0416                          STATION DESCRIPTION
 KA0416
 KA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0416'3.1 MI SE FROM CLOVERDALE.
 KA0416'3.1 MILES SOUTHEAST ALONG THE MONON RAILROAD (FORMERLY THE
 KA0416'CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILROAD) FROM THE STATION
 KA0416'AT CLOVERDALE, 23 RAILS SOUTHEAST OF MILEPOST 192, AT AN EAST-WEST
 KA0416'GRAVEL ROAD-CROSSING, 12 FEET NORTHEAST OF THE NORTHEAST RAIL
 KA0416'OF THE TRACK, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.5
 KA0416'FEET WEST OF A FENCE CORNER, 16 FEET NORTHWEST OF A TELEGRAPH
 KA0416'POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST AND 1 FOOT
 KA0416'LOWER THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED Z 65 1946
 KA0416'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 KA0416'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1092 ***********************************************************************
 KA1092  DESIGNATION -  Z 66 RESET
 KA1092  PID         -  KA1092
 KA1092  STATE/COUNTY-  IN/CLAY
 KA1092  COUNTRY     -  US
 KA1092  USGS QUAD   -  STAUNTON (2019)
 KA1092
 KA1092                         *CURRENT SURVEY CONTROL
 KA1092  ______________________________________________________________________
 KA1092* NAD 83(1986) POSITION- 39 29 03.     (N) 087 12 39.     (W)   SCALED
 KA1092* NAVD 88 ORTHO HEIGHT -   196.32  (meters)      644.1   (feet) RESET
 KA1092  ______________________________________________________________________
 KA1092  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KA1092  VERT ORDER      -  THIRD
 KA1092
 KA1092.The horizontal coordinates were scaled from a map and have
 KA1092.an estimated accuracy of +/- 6 seconds.
 KA1092
 KA1092.The orthometric height was computed from unverified reset data.
 KA1092
 KA1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1092.GEOID18 height accuracy estimate available here.
 KA1092
 KA1092.Click photographs - Photos may exist for this station.
 KA1092
 KA1092;                    North         East    Units  Estimated Accuracy
 KA1092;SPC IN W     -   470,250.      889,030.      MT  (+/- 180 meters Scaled)
 KA1092
 KA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ818705(NAD 83)
 KA1092
 KA1092                          SUPERSEDED SURVEY CONTROL
 KA1092
 KA1092  NGVD 29 (??/??/??)  196.42   (m)          644.4    (f) RESET       3  
 KA1092
 KA1092.Superseded values are not recommended for survey control.
 KA1092
 KA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1092.See file dsdata.pdf to determine how the superseded data were derived.
 KA1092
 KA1092_MARKER: DB = BENCH MARK DISK
 KA1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1092_SP_SET: BRIDGE
 KA1092_STAMPING: Z 66 RESET 1958
 KA1092_MARK LOGO: CGS
 KA1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1092
 KA1092  HISTORY     - Date     Condition        Report By
 KA1092  HISTORY     - 1958     MONUMENTED       LOCENG
 KA1092
 KA1092                          STATION DESCRIPTION
 KA1092
 KA1092'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 KA1092'1.3 MI W FROM STAUNTON.
 KA1092'1.3 MILES WEST ALONG A ROAD LEADING TO SEELYVILLE FROM THE POST
 KA1092'OFFICE AT STAUNTON, AT THE JUNCTION OF A ROAD LEADING NORTHWEST
 KA1092'TO CLOVERLAND, 23.75 FEET SOUTH OF A 30-INCH TWIN SASSAFRAS
 KA1092'TREE, 6.10 FEET SOUTHEAST OF A 14-INCH HICKORY TREE, 29.1 FEET
 KA1092'EAST OF THE CENTER LINE OF A T-ROAD NORTH, 47.09 FEET NORTH OF
 KA1092'THE NORTHWEST CORNER OF THE ABUTMENT AT THE NORTHEAST CORNER OF
 KA1092'THE T-ROAD INTERSECTION EAST-WEST AND NORTH, 115.95 FEET
 KA1092'NORTHWEST OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT ON THE
 KA1092'EAST-WEST ROAD, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 KA1092'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0926 ***********************************************************************
 KA0926  DESIGNATION -  Z 67
 KA0926  PID         -  KA0926
 KA0926  STATE/COUNTY-  IN/CLAY
 KA0926  COUNTRY     -  US
 KA0926  USGS QUAD   -  BRAZIL WEST (2019)
 KA0926
 KA0926                         *CURRENT SURVEY CONTROL
 KA0926  ______________________________________________________________________
 KA0926* NAD 83(1986) POSITION- 39 35 37.     (N) 087 09 08.     (W)   SCALED
 KA0926* NAVD 88 ORTHO HEIGHT -   194.593 (meters)      638.43  (feet) ADJUSTED
 KA0926  ______________________________________________________________________
 KA0926  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 KA0926  DYNAMIC HEIGHT  -        194.481 (meters)      638.06  (feet) COMP
 KA0926  MODELED GRAVITY -    980,046.9   (mgal)                       NAVD 88
 KA0926
 KA0926  VERT ORDER      -  FIRST     CLASS II
 KA0926
 KA0926.The horizontal coordinates were scaled from a map and have
 KA0926.an estimated accuracy of +/- 6 seconds.
 KA0926
 KA0926.The orthometric height was determined by differential leveling and
 KA0926.adjusted by the NATIONAL GEODETIC SURVEY
 KA0926.in June 1991.
 KA0926
 KA0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0926.GEOID18 height accuracy estimate available here.
 KA0926
 KA0926.Click photographs - Photos may exist for this station.
 KA0926
 KA0926.The dynamic height is computed by dividing the NAVD 88
 KA0926.geopotential number by the normal gravity value computed on the
 KA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0926.degrees latitude (g = 980.6199 gals.).
 KA0926
 KA0926.The modeled gravity was interpolated from observed gravity values.
 KA0926
 KA0926;                    North         East    Units  Estimated Accuracy
 KA0926;SPC IN W     -   482,400.      894,080.      MT  (+/- 180 meters Scaled)
 KA0926
 KA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ869826(NAD 83)
 KA0926
 KA0926                          SUPERSEDED SURVEY CONTROL
 KA0926
 KA0926  NGVD 29 (??/??/92)  194.698  (m)          638.77   (f) ADJ UNCH    1 2
 KA0926
 KA0926.Superseded values are not recommended for survey control.
 KA0926
 KA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0926.See file dsdata.pdf to determine how the superseded data were derived.
 KA0926
 KA0926_MARKER: DB = BENCH MARK DISK
 KA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0926_STAMPING: Z 67 1946
 KA0926_MARK LOGO: CGS
 KA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0926+STABILITY: SURFACE MOTION
 KA0926
 KA0926  HISTORY     - Date     Condition        Report By
 KA0926  HISTORY     - 1946     MONUMENTED       CGS
 KA0926  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0926
 KA0926                          STATION DESCRIPTION
 KA0926
 KA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0926'2.2 MI W FROM CARBON.
 KA0926'ABOUT 2.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA0926'STATION AT CARBON, NEAR MILEAGE POLE NO. 55-06, AT A DIM ROAD
 KA0926'CROSSING, 60.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA0926'LINE OF THE SOUTH TRACK, 12 FEET EAST OF THE CENTER LINE OF THE
 KA0926'ROAD, 4 FEET NORTH OF A WIRE FENCE, 5.5 FEET NORTHEAST OF A
 KA0926'CONCRETE GATE POST, AND 1.5 FOOT WEST OF A WHITE WOODEN WITNESS
 KA0926'POST.  A STANDARD DISK, STAMPED Z 67 1946 AND SET IN THE TOP OF A
 KA0926'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA0926
 KA0926                          STATION RECOVERY (1985)
 KA0926
 KA0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0926'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1150 ***********************************************************************
 KA1150  DESIGNATION -  Z 68
 KA1150  PID         -  KA1150
 KA1150  STATE/COUNTY-  IN/CLAY
 KA1150  COUNTRY     -  US
 KA1150  USGS QUAD   -  CENTER POINT (2019)
 KA1150
 KA1150                         *CURRENT SURVEY CONTROL
 KA1150  ______________________________________________________________________
 KA1150* NAD 83(1986) POSITION- 39 27 35.     (N) 087 04 17.     (W)   SCALED
 KA1150* NAVD 88 ORTHO HEIGHT -   201.035 (meters)      659.56  (feet) ADJUSTED
 KA1150  ______________________________________________________________________
 KA1150  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 KA1150  DYNAMIC HEIGHT  -        200.920 (meters)      659.19  (feet) COMP
 KA1150  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 KA1150
 KA1150  VERT ORDER      -  SECOND    CLASS 0
 KA1150
 KA1150.The horizontal coordinates were scaled from a map and have
 KA1150.an estimated accuracy of +/- 6 seconds.
 KA1150
 KA1150.The orthometric height was determined by differential leveling and
 KA1150.adjusted by the NATIONAL GEODETIC SURVEY
 KA1150.in June 1991.
 KA1150
 KA1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1150.GEOID18 height accuracy estimate available here.
 KA1150
 KA1150.Click photographs - Photos may exist for this station.
 KA1150
 KA1150.The dynamic height is computed by dividing the NAVD 88
 KA1150.geopotential number by the normal gravity value computed on the
 KA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1150.degrees latitude (g = 980.6199 gals.).
 KA1150
 KA1150.The modeled gravity was interpolated from observed gravity values.
 KA1150
 KA1150;                    North         East    Units  Estimated Accuracy
 KA1150;SPC IN W     -   467,530.      901,030.      MT  (+/- 180 meters Scaled)
 KA1150
 KA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ938677(NAD 83)
 KA1150
 KA1150                          SUPERSEDED SURVEY CONTROL
 KA1150
 KA1150  NGVD 29 (??/??/92)  201.144  (m)          659.92   (f) ADJ UNCH    2 0
 KA1150
 KA1150.Superseded values are not recommended for survey control.
 KA1150
 KA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1150.See file dsdata.pdf to determine how the superseded data were derived.
 KA1150
 KA1150_MARKER: DB = BENCH MARK DISK
 KA1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1150_STAMPING: Z 68 1946
 KA1150_MARK LOGO: CGS
 KA1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1150+STABILITY: SURFACE MOTION
 KA1150
 KA1150  HISTORY     - Date     Condition        Report By
 KA1150  HISTORY     - 1946     MONUMENTED       CGS
 KA1150
 KA1150                          STATION DESCRIPTION
 KA1150
 KA1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1150'1 MI S FROM ASHERVILLE.
 KA1150'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CROSS ROADS
 KA1150'AT ASHERVILLE, 1.0 MILE NORTH OF STATE HIGHWAY 42, AT A CROSS
 KA1150'ROAD, 41 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 KA1150'40 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KA1150'EAST-WEST ROAD, 23.5 FEET SOUTH OF THE WEST END OF THE SOUTH
 KA1150'HEADWALL OF A CONCRETE CULVERT, AND 2 FEET EAST OF A WHITE WOODEN
 KA1150'WITNESS POST.  A STANDARD DISK, STAMPED Z 68 1946 AND SET IN
 KA1150'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0515 ***********************************************************************
 KA0515  DESIGNATION -  Z 69
 KA0515  PID         -  KA0515
 KA0515  STATE/COUNTY-  IN/OWEN
 KA0515  COUNTRY     -  US
 KA0515  USGS QUAD   -  PATRICKSBURG (2019)
 KA0515
 KA0515                         *CURRENT SURVEY CONTROL
 KA0515  ______________________________________________________________________
 KA0515* NAD 83(1986) POSITION- 39 20 02.     (N) 086 55 28.     (W)   SCALED
 KA0515* NAVD 88 ORTHO HEIGHT -   198.652 (meters)      651.74  (feet) ADJUSTED
 KA0515  ______________________________________________________________________
 KA0515  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 KA0515  DYNAMIC HEIGHT  -        198.534 (meters)      651.36  (feet) COMP
 KA0515  MODELED GRAVITY -    980,031.5   (mgal)                       NAVD 88
 KA0515
 KA0515  VERT ORDER      -  SECOND    CLASS 0
 KA0515
 KA0515.The horizontal coordinates were scaled from a map and have
 KA0515.an estimated accuracy of +/- 6 seconds.
 KA0515
 KA0515.The orthometric height was determined by differential leveling and
 KA0515.adjusted by the NATIONAL GEODETIC SURVEY
 KA0515.in June 1991.
 KA0515
 KA0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0515.GEOID18 height accuracy estimate available here.
 KA0515
 KA0515.Click photographs - Photos may exist for this station.
 KA0515
 KA0515.The dynamic height is computed by dividing the NAVD 88
 KA0515.geopotential number by the normal gravity value computed on the
 KA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0515.degrees latitude (g = 980.6199 gals.).
 KA0515
 KA0515.The modeled gravity was interpolated from observed gravity values.
 KA0515
 KA0515;                    North         East    Units  Estimated Accuracy
 KA0515;SPC IN W     -   453,580.      913,700.      MT  (+/- 180 meters Scaled)
 KA0515
 KA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ065538(NAD 83)
 KA0515
 KA0515                          SUPERSEDED SURVEY CONTROL
 KA0515
 KA0515  NGVD 29 (??/??/92)  198.768  (m)          652.12   (f) ADJ UNCH    2 0
 KA0515
 KA0515.Superseded values are not recommended for survey control.
 KA0515
 KA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0515.See file dsdata.pdf to determine how the superseded data were derived.
 KA0515
 KA0515_MARKER: DB = BENCH MARK DISK
 KA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0515_STAMPING: Z 69 1946
 KA0515_MARK LOGO: CGS
 KA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0515+STABILITY: SURFACE MOTION
 KA0515
 KA0515  HISTORY     - Date     Condition        Report By
 KA0515  HISTORY     - 1946     MONUMENTED       CGS
 KA0515
 KA0515                          STATION DESCRIPTION
 KA0515
 KA0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0515'5.3 MI SW FROM JORDAN.
 KA0515'5.3 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE COMMUNITY
 KA0515'PRESBYTERIAN CHURCH AT JORDAN, 1.0 MILE SOUTH OF STATE HIGHWAY
 KA0515'46, AT A T JUNCTION OF A ROAD EAST AND AN ABANDONED ROAD WEST,
 KA0515'27 FEET WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD
 KA0515'NORTH, 34 FEET NORTH OF THE CENTER LINE OF THE ABANDONED ROAD,
 KA0515'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  NOTE-- THIS
 KA0515'MARK MAY BE REACHED FROM THE POST OFFICE AT PATRICKSBURG BY
 KA0515'GOING 0.7 MILE WEST ALONG STATE HIGHWAY 246, THENCE 1.5 MILE
 KA0515'NORTH, THENCE 2.5 MILE EAST ALONG A GRAVEL ROAD.  A STANDARD
 KA0515'DISK, STAMPED Z 69 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0515'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1175 ***********************************************************************
 KA1175  DESIGNATION -  Z 70
 KA1175  PID         -  KA1175
 KA1175  STATE/COUNTY-  IN/OWEN
 KA1175  COUNTRY     -  US
 KA1175  USGS QUAD   -  CLAY CITY (2019)
 KA1175
 KA1175                         *CURRENT SURVEY CONTROL
 KA1175  ______________________________________________________________________
 KA1175* NAD 83(1986) POSITION- 39 17 03.72   (N) 087 02 10.11   (W)   HD_HELD1
 KA1175* NAVD 88 ORTHO HEIGHT -   170.705 (meters)      560.05  (feet) ADJUSTED
 KA1175  ______________________________________________________________________
 KA1175  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 KA1175  DYNAMIC HEIGHT  -        170.605 (meters)      559.73  (feet) COMP
 KA1175  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 KA1175
 KA1175  VERT ORDER      -  SECOND    CLASS 0
 KA1175
 KA1175.The horizontal coordinates were determined by differentially corrected
 KA1175.hand held GPS observations or other comparable positioning techniques
 KA1175.and have an estimated accuracy of +/- 3 meters.
 KA1175
 KA1175.The orthometric height was determined by differential leveling and
 KA1175.adjusted by the NATIONAL GEODETIC SURVEY
 KA1175.in June 1991.
 KA1175
 KA1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1175.GEOID18 height accuracy estimate available here.
 KA1175
 KA1175.Click photographs - Photos may exist for this station.
 KA1175
 KA1175.The dynamic height is computed by dividing the NAVD 88
 KA1175.geopotential number by the normal gravity value computed on the
 KA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1175.degrees latitude (g = 980.6199 gals.).
 KA1175
 KA1175.The modeled gravity was interpolated from observed gravity values.
 KA1175
 KA1175;                    North         East    Units  Estimated Accuracy
 KA1175;SPC IN W     -   448,066.2     904,071.5     MT  (+/- 3 meters HH1 GPS) 
 KA1175
 KA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9688248334(NAD 83)
 KA1175
 KA1175                          SUPERSEDED SURVEY CONTROL
 KA1175
 KA1175  NGVD 29 (??/??/92)  170.821  (m)          560.44   (f) ADJ UNCH    2 0
 KA1175
 KA1175.Superseded values are not recommended for survey control.
 KA1175
 KA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1175.See file dsdata.pdf to determine how the superseded data were derived.
 KA1175
 KA1175_MARKER: DB = BENCH MARK DISK
 KA1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1175_SP_SET: BRIDGE
 KA1175_STAMPING: Z 70 1946
 KA1175_MARK LOGO: CGS
 KA1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1175
 KA1175  HISTORY     - Date     Condition        Report By
 KA1175  HISTORY     - 1946     MONUMENTED       CGS
 KA1175  HISTORY     - 20061018 GOOD             INDOT
 KA1175
 KA1175                          STATION DESCRIPTION
 KA1175
 KA1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1175'4.6 MI NE FROM CLAY CITY.
 KA1175'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 246 FROM THE
 KA1175'POST OFFICE AT CLAY CITY, 0.9 MILE EAST OF THE OWEN-CLAY COUNTY
 KA1175'LINE, 0.6 MILE WEST OF THE PLEASANT VIEW MISSIONARY BAPTIST
 KA1175'CHURCH, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 KA1175'OF A 16 FOOT CONCRETE BRIDGE, 22 FEET NORTH OF AND ABOUT 1 FOOT
 KA1175'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA1175'STAMPED Z 70 1946.
 KA1175
 KA1175                          STATION RECOVERY (2006)
 KA1175
 KA1175'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2006 (HRV)
 KA1175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0824 ***********************************************************************
 KA0824  DESIGNATION -  Z 71
 KA0824  PID         -  KA0824
 KA0824  STATE/COUNTY-  IN/PARKE
 KA0824  COUNTRY     -  US
 KA0824  USGS QUAD   -  BELLMORE (2019)
 KA0824
 KA0824                         *CURRENT SURVEY CONTROL
 KA0824  ______________________________________________________________________
 KA0824* NAD 83(1986) POSITION- 39 45 27.14   (N) 087 01 06.79   (W)   HD_HELD1
 KA0824* NAVD 88 ORTHO HEIGHT -   248.836 (meters)      816.39  (feet) ADJUSTED
 KA0824  ______________________________________________________________________
 KA0824  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 KA0824  DYNAMIC HEIGHT  -        248.694 (meters)      815.92  (feet) COMP
 KA0824  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 KA0824
 KA0824  VERT ORDER      -  SECOND    CLASS 0
 KA0824
 KA0824.The horizontal coordinates were determined by differentially corrected
 KA0824.hand held GPS observations or other comparable positioning techniques
 KA0824.and have an estimated accuracy of +/- 3 meters.
 KA0824
 KA0824.The orthometric height was determined by differential leveling and
 KA0824.adjusted by the NATIONAL GEODETIC SURVEY
 KA0824.in June 1991.
 KA0824
 KA0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0824.GEOID18 height accuracy estimate available here.
 KA0824
 KA0824.Click photographs - Photos may exist for this station.
 KA0824
 KA0824.The dynamic height is computed by dividing the NAVD 88
 KA0824.geopotential number by the normal gravity value computed on the
 KA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0824.degrees latitude (g = 980.6199 gals.).
 KA0824
 KA0824.The modeled gravity was interpolated from observed gravity values.
 KA0824
 KA0824;                    North         East    Units  Estimated Accuracy
 KA0824;SPC IN W     -   500,599.5     905,551.2     MT  (+/- 3 meters HH1 GPS) 
 KA0824
 KA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK9841000847(NAD 83)
 KA0824
 KA0824                          SUPERSEDED SURVEY CONTROL
 KA0824
 KA0824  NGVD 29 (??/??/92)  248.934  (m)          816.71   (f) ADJ UNCH    2 0
 KA0824
 KA0824.Superseded values are not recommended for survey control.
 KA0824
 KA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0824.See file dsdata.pdf to determine how the superseded data were derived.
 KA0824
 KA0824_MARKER: DB = BENCH MARK DISK
 KA0824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0824_SP_SET: CULVERT HEADWALL
 KA0824_STAMPING: Z 71 1946
 KA0824_MARK LOGO: CGS
 KA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0824+STABILITY: SURFACE MOTION
 KA0824
 KA0824  HISTORY     - Date     Condition        Report By
 KA0824  HISTORY     - 1946     MONUMENTED       CGS
 KA0824
 KA0824                          STATION DESCRIPTION
 KA0824
 KA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0824'4.8 MI E FROM BELLMORE.
 KA0824'ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE COMMUNITY
 KA0824'HALL BELLMORE, ABOUT 0.6 MILE EAST OF A CEMETERY ON THE SOUTH
 KA0824'SIDE OF THE HIGHWAY, ABOUT MIDWAY BETWEEN A 2-STORY FARM HOUSE
 KA0824'ON THE SOUTH SIDE OF THE HIGHWAY AND A SMALL FARM HOUSE ON THE
 KA0824'NORTH SIDE OF THE HIGHWAY, IN THE EAST END OF THE SOUTH CONCRETE
 KA0824'HEADWALL OF A 14-INCH CORRUGATED PIPE CULVERT NUMBER 22, 26 FEET
 KA0824'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF THE
 KA0824'EAST END OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN HIGHWAY
 KA0824'LEVEL.  A STANDARD DISK, STAMPED Z 71 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0794 ***********************************************************************
 KA0794  DESIGNATION -  Z 72
 KA0794  PID         -  KA0794
 KA0794  STATE/COUNTY-  IN/HENDRICKS
 KA0794  COUNTRY     -  US
 KA0794  USGS QUAD   -  NORTH SALEM (2019)
 KA0794
 KA0794                         *CURRENT SURVEY CONTROL
 KA0794  ______________________________________________________________________
 KA0794* NAD 83(1986) POSITION- 39 48 43.     (N) 086 39 23.     (W)   SCALED
 KA0794* NAVD 88 ORTHO HEIGHT -   273.476 (meters)      897.23  (feet) ADJUSTED
 KA0794  ______________________________________________________________________
 KA0794  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 KA0794  DYNAMIC HEIGHT  -        273.326 (meters)      896.74  (feet) COMP
 KA0794  MODELED GRAVITY -    980,073.3   (mgal)                       NAVD 88
 KA0794
 KA0794  VERT ORDER      -  SECOND    CLASS 0
 KA0794
 KA0794.The horizontal coordinates were scaled from a map and have
 KA0794.an estimated accuracy of +/- 6 seconds.
 KA0794
 KA0794.The orthometric height was determined by differential leveling and
 KA0794.adjusted by the NATIONAL GEODETIC SURVEY
 KA0794.in June 1991.
 KA0794
 KA0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0794.GEOID18 height accuracy estimate available here.
 KA0794
 KA0794.Click photographs - Photos may exist for this station.
 KA0794
 KA0794.The dynamic height is computed by dividing the NAVD 88
 KA0794.geopotential number by the normal gravity value computed on the
 KA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0794.degrees latitude (g = 980.6199 gals.).
 KA0794
 KA0794.The modeled gravity was interpolated from observed gravity values.
 KA0794
 KA0794;                    North         East    Units  Estimated Accuracy
 KA0794;SPC IN W     -   506,730.      936,560.      MT  (+/- 180 meters Scaled)
 KA0794
 KA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK294069(NAD 83)
 KA0794
 KA0794                          SUPERSEDED SURVEY CONTROL
 KA0794
 KA0794  NGVD 29 (??/??/92)  273.592  (m)          897.61   (f) ADJ UNCH    2 0
 KA0794
 KA0794.Superseded values are not recommended for survey control.
 KA0794
 KA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0794.See file dsdata.pdf to determine how the superseded data were derived.
 KA0794
 KA0794_MARKER: DB = BENCH MARK DISK
 KA0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0794_STAMPING: Z 72 1946
 KA0794_MARK LOGO: CGS
 KA0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0794+STABILITY: SURFACE MOTION
 KA0794
 KA0794  HISTORY     - Date     Condition        Report By
 KA0794  HISTORY     - 1946     MONUMENTED       CGS
 KA0794
 KA0794                          STATION DESCRIPTION
 KA0794
 KA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0794'4 MI S FROM NORTH SALEM.
 KA0794'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WATER TOWER
 KA0794'AT NORTH SALEM, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A GRAVEL
 KA0794'LEADING EAST, AT A SHARP TURN IN THE HIGHWAY FROM NORTH TO EAST,
 KA0794'IN LINE WITH THE CENTER LINE OF THE EAST-WEST TANGENT, 40 FEET WEST
 KA0794'OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH TANGENT, 34 FEET
 KA0794'SOUTHWEST OF THE CENTER OF THE CONCRETE HEADWALL OF A CULVERT UNDER
 KA0794'A FIELD ENTRANCE ROAD, 24.5 FEET WEST OF THE CENTER OF A WOODEN GATE
 KA0794'ACROSS THE FIELD ENTRANCE ROAD, 27 FEET WEST OF THE NORTH-SOUTH FENCE
 KA0794'LINE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 2 FEET FROM A WHITE
 KA0794'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KA0794'DISK, STAMPED Z 72 1946 AND SET IN THE TOP OF A CONCRETE POST
 KA0794'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0772 ***********************************************************************
 KA0772  DESIGNATION -  Z 73
 KA0772  PID         -  KA0772
 KA0772  STATE/COUNTY-  IN/PUTNAM
 KA0772  COUNTRY     -  US
 KA0772  USGS QUAD   -  RUSSELLVILLE (2019)
 KA0772
 KA0772                         *CURRENT SURVEY CONTROL
 KA0772  ______________________________________________________________________
 KA0772* NAD 83(1986) POSITION- 39 50 42.     (N) 086 58 43.     (W)   SCALED
 KA0772* NAVD 88 ORTHO HEIGHT -   247.008 (meters)      810.39  (feet) ADJUSTED
 KA0772  ______________________________________________________________________
 KA0772  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 KA0772  DYNAMIC HEIGHT  -        246.870 (meters)      809.94  (feet) COMP
 KA0772  MODELED GRAVITY -    980,060.9   (mgal)                       NAVD 88
 KA0772
 KA0772  VERT ORDER      -  SECOND    CLASS 0
 KA0772
 KA0772.The horizontal coordinates were scaled from a map and have
 KA0772.an estimated accuracy of +/- 6 seconds.
 KA0772
 KA0772.The orthometric height was determined by differential leveling and
 KA0772.adjusted by the NATIONAL GEODETIC SURVEY
 KA0772.in June 1991.
 KA0772
 KA0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0772.GEOID18 height accuracy estimate available here.
 KA0772
 KA0772.Click photographs - Photos may exist for this station.
 KA0772
 KA0772.The dynamic height is computed by dividing the NAVD 88
 KA0772.geopotential number by the normal gravity value computed on the
 KA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0772.degrees latitude (g = 980.6199 gals.).
 KA0772
 KA0772.The modeled gravity was interpolated from observed gravity values.
 KA0772
 KA0772;                    North         East    Units  Estimated Accuracy
 KA0772;SPC IN W     -   510,310.      908,960.      MT  (+/- 180 meters Scaled)
 KA0772
 KA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK018105(NAD 83)
 KA0772
 KA0772                          SUPERSEDED SURVEY CONTROL
 KA0772
 KA0772  NGVD 29 (??/??/92)  247.104  (m)          810.71   (f) ADJ UNCH    2 0
 KA0772
 KA0772.Superseded values are not recommended for survey control.
 KA0772
 KA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0772.See file dsdata.pdf to determine how the superseded data were derived.
 KA0772
 KA0772_MARKER: DB = BENCH MARK DISK
 KA0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0772_SP_SET: CULVERT WINGWALL
 KA0772_STAMPING: Z 73 1946
 KA0772_MARK LOGO: CGS
 KA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0772+STABILITY: SURFACE MOTION
 KA0772
 KA0772  HISTORY     - Date     Condition        Report By
 KA0772  HISTORY     - 1946     MONUMENTED       CGS
 KA0772
 KA0772                          STATION DESCRIPTION
 KA0772
 KA0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0772'0.9 MI S FROM RUSSELLVILLE.
 KA0772'ABOUT 0.9 MILE SOUTH ALONG THE RUSSELLVILLE-MORTON ROAD FROM THE
 KA0772'BALTIMORE AND OHIO RAILROAD STATION AT RUSSELLVILLE, 0.1 MILE NORTH
 KA0772'OF THE JUNCTION WITH A GRAVEL ROAD LEADING EAST, 300 FEET SOUTHEAST
 KA0772'OF A WHITE FARM HOUSE ON THE WEST SIDE OF THE ROAD, IN THE TOP OF
 KA0772'THE NORTH END OF A 14-FOOT EXTENSION OF THE SOUTHEAST WINGWALL OF
 KA0772'A 14-FOOT CONCRETE CULVERT, 16 FEET EAST OF THE CENTER LINE OF THE
 KA0772'ROAD, 1 FOOT SOUTH OF THE SOUTHEAST END OF AN IRON PIPE GUARD RAIL,
 KA0772'AND ABOUT 2 FEET LOWER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED
 KA0772'Z 73 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0733 ***********************************************************************
 KA0733  DESIGNATION -  Z 74
 KA0733  PID         -  KA0733
 KA0733  STATE/COUNTY-  IN/MONTGOMERY
 KA0733  COUNTRY     -  US
 KA0733  USGS QUAD   -  LADOGA (2019)
 KA0733
 KA0733                         *CURRENT SURVEY CONTROL
 KA0733  ______________________________________________________________________
 KA0733* NAD 83(1986) POSITION- 39 52 43.     (N) 086 47 57.     (W)   SCALED
 KA0733* NAVD 88 ORTHO HEIGHT -   242.164 (meters)      794.50  (feet) ADJUSTED
 KA0733  ______________________________________________________________________
 KA0733  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 KA0733  DYNAMIC HEIGHT  -        242.031 (meters)      794.06  (feet) COMP
 KA0733  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 KA0733
 KA0733  VERT ORDER      -  SECOND    CLASS 0
 KA0733
 KA0733.The horizontal coordinates were scaled from a map and have
 KA0733.an estimated accuracy of +/- 6 seconds.
 KA0733
 KA0733.The orthometric height was determined by differential leveling and
 KA0733.adjusted by the NATIONAL GEODETIC SURVEY
 KA0733.in June 1991.
 KA0733
 KA0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0733.GEOID18 height accuracy estimate available here.
 KA0733
 KA0733.Click photographs - Photos may exist for this station.
 KA0733
 KA0733.The dynamic height is computed by dividing the NAVD 88
 KA0733.geopotential number by the normal gravity value computed on the
 KA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0733.degrees latitude (g = 980.6199 gals.).
 KA0733
 KA0733.The modeled gravity was interpolated from observed gravity values.
 KA0733
 KA0733;                    North         East    Units  Estimated Accuracy
 KA0733;SPC IN W     -   514,080.      924,310.      MT  (+/- 180 meters Scaled)
 KA0733
 KA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171143(NAD 83)
 KA0733
 KA0733                          SUPERSEDED SURVEY CONTROL
 KA0733
 KA0733  NGVD 29 (??/??/92)  242.269  (m)          794.84   (f) ADJ UNCH    2 0
 KA0733
 KA0733.Superseded values are not recommended for survey control.
 KA0733
 KA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0733.See file dsdata.pdf to determine how the superseded data were derived.
 KA0733
 KA0733_MARKER: DB = BENCH MARK DISK
 KA0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0733_SP_SET: BRIDGE
 KA0733_STAMPING: Z 74 1946
 KA0733_MARK LOGO: CGS
 KA0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0733
 KA0733  HISTORY     - Date     Condition        Report By
 KA0733  HISTORY     - 1946     MONUMENTED       CGS
 KA0733
 KA0733                          STATION DESCRIPTION
 KA0733
 KA0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0733'2 MI N FROM ROACHDALE.
 KA0733'ALONG THE ROACHDALE-LADOGA ROAD ABOUT 1.95 MILE NORTH OF THE WATER
 KA0733'TOWER AT ROACHDALE AND ABOUT 2.45 MILE SOUTH OF THE POST OFFICE AT
 KA0733'LADOGA, 245 FEET SOUTH OF THE CENTER LINE OF THE INTERSECTION OF
 KA0733'A GRAVEL ROAD, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, SET
 KA0733'IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF A SINGLE-SPAN
 KA0733'STEEL TRUSS BRIDGE OVER A CREEK, 1 FOOT NORTHWEST OF THE SOUTHEAST
 KA0733'END OF THE WINGWALL, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A
 KA0733'STANDARD DISK, STAMPED Z 74 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0788 ***********************************************************************
 KA0788  DESIGNATION -  Z 75
 KA0788  PID         -  KA0788
 KA0788  STATE/COUNTY-  IN/HENDRICKS
 KA0788  COUNTRY     -  US
 KA0788  USGS QUAD   -  LIZTON (2019)
 KA0788
 KA0788                         *CURRENT SURVEY CONTROL
 KA0788  ______________________________________________________________________
 KA0788* NAD 83(1986) POSITION- 39 52 43.     (N) 086 32 35.     (W)   SCALED
 KA0788* NAVD 88 ORTHO HEIGHT -   287.102 (meters)      941.93  (feet) ADJUSTED
 KA0788  ______________________________________________________________________
 KA0788  GEOID HEIGHT    -        -33.273 (meters)                     GEOID18
 KA0788  DYNAMIC HEIGHT  -        286.944 (meters)      941.42  (feet) COMP
 KA0788  MODELED GRAVITY -    980,069.8   (mgal)                       NAVD 88
 KA0788
 KA0788  VERT ORDER      -  SECOND    CLASS 0
 KA0788
 KA0788.The horizontal coordinates were scaled from a map and have
 KA0788.an estimated accuracy of +/- 6 seconds.
 KA0788
 KA0788.The orthometric height was determined by differential leveling and
 KA0788.adjusted by the NATIONAL GEODETIC SURVEY
 KA0788.in June 1991.
 KA0788
 KA0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0788.GEOID18 height accuracy estimate available here.
 KA0788
 KA0788.Click photographs - Photos may exist for this station.
 KA0788
 KA0788.The dynamic height is computed by dividing the NAVD 88
 KA0788.geopotential number by the normal gravity value computed on the
 KA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0788.degrees latitude (g = 980.6199 gals.).
 KA0788
 KA0788.The modeled gravity was interpolated from observed gravity values.
 KA0788
 KA0788;                    North         East    Units  Estimated Accuracy
 KA0788;SPC IN W     -   514,180.      946,220.      MT  (+/- 180 meters Scaled)
 KA0788
 KA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390143(NAD 83)
 KA0788
 KA0788                          SUPERSEDED SURVEY CONTROL
 KA0788
 KA0788  NGVD 29 (??/??/92)  287.204  (m)          942.27   (f) ADJ UNCH    2 0
 KA0788
 KA0788.Superseded values are not recommended for survey control.
 KA0788
 KA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0788.See file dsdata.pdf to determine how the superseded data were derived.
 KA0788
 KA0788_MARKER: DB = BENCH MARK DISK
 KA0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0788_SP_SET: BRIDGE
 KA0788_STAMPING: Z 75 1946
 KA0788_MARK LOGO: CGS
 KA0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0788
 KA0788  HISTORY     - Date     Condition        Report By
 KA0788  HISTORY     - 1946     MONUMENTED       CGS
 KA0788  HISTORY     - 20070901 MARK NOT FOUND   SURVFI
 KA0788
 KA0788                          STATION DESCRIPTION
 KA0788
 KA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0788'0.6 MI S FROM LIZTON.
 KA0788'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 KA0788'LIZTON, SET IN THE TOP OF THE NORTHEAST WINGWALL AT THE NORTH END
 KA0788'OF CONCRETE BRIDGE NUMBER 39-S-30.89, 15 FEET EAST OF THE CENTER
 KA0788'LINE OF THE HIGHWAY, 1.5 FEET NORTHEAST OF THE NORTH END OF THE
 KA0788'EAST GUARD RAIL, AND ABOUT 6 INCHES ABOVE ROAD LEVEL.  A STANDARD
 KA0788'DISK, STAMPED Z 75 1946.
 KA0788
 KA0788                          STATION RECOVERY (2007)
 KA0788
 KA0788'RECOVERY NOTE BY SURVEY FIRST LLC 2007 (RGC)
 KA0788'OLD BRIDGE HAS BEEN REPLACED WITH A NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0096 ***********************************************************************
 KA0096  DESIGNATION -  Z 76
 KA0096  PID         -  KA0096
 KA0096  STATE/COUNTY-  IN/HENDRICKS
 KA0096  COUNTRY     -  US
 KA0096  USGS QUAD   -  CLERMONT (2019)
 KA0096
 KA0096                         *CURRENT SURVEY CONTROL
 KA0096  ______________________________________________________________________
 KA0096* NAD 83(1986) POSITION- 39 45 32.     (N) 086 21 42.     (W)   SCALED
 KA0096* NAVD 88 ORTHO HEIGHT -   256.787 (meters)      842.48  (feet) ADJUSTED
 KA0096  ______________________________________________________________________
 KA0096  GEOID HEIGHT    -        -33.173 (meters)                     GEOID18
 KA0096  DYNAMIC HEIGHT  -        256.648 (meters)      842.02  (feet) COMP
 KA0096  MODELED GRAVITY -    980,080.0   (mgal)                       NAVD 88
 KA0096
 KA0096  VERT ORDER      -  FIRST     CLASS II
 KA0096
 KA0096.The horizontal coordinates were scaled from a map and have
 KA0096.an estimated accuracy of +/- 6 seconds.
 KA0096
 KA0096.The orthometric height was determined by differential leveling and
 KA0096.adjusted by the NATIONAL GEODETIC SURVEY
 KA0096.in June 1991.
 KA0096
 KA0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0096.GEOID18 height accuracy estimate available here.
 KA0096
 KA0096.Click photographs - Photos may exist for this station.
 KA0096
 KA0096.The dynamic height is computed by dividing the NAVD 88
 KA0096.geopotential number by the normal gravity value computed on the
 KA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0096.degrees latitude (g = 980.6199 gals.).
 KA0096
 KA0096.The modeled gravity was interpolated from observed gravity values.
 KA0096
 KA0096;                    North         East    Units  Estimated Accuracy
 KA0096;SPC IN W     -   501,000.      961,840.      MT  (+/- 180 meters Scaled)
 KA0096
 KA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK546011(NAD 83)
 KA0096
 KA0096                          SUPERSEDED SURVEY CONTROL
 KA0096
 KA0096  NGVD 29 (??/??/92)  256.896  (m)          842.83   (f) ADJ UNCH    1 2
 KA0096
 KA0096.Superseded values are not recommended for survey control.
 KA0096
 KA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0096.See file dsdata.pdf to determine how the superseded data were derived.
 KA0096
 KA0096_MARKER: DB = BENCH MARK DISK
 KA0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0096_STAMPING: Z 76 1946
 KA0096_MARK LOGO: CGS
 KA0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0096+STABILITY: SURFACE MOTION
 KA0096
 KA0096  HISTORY     - Date     Condition        Report By
 KA0096  HISTORY     - 1946     MONUMENTED       CGS
 KA0096  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0096
 KA0096                          STATION DESCRIPTION
 KA0096
 KA0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0096'2 MI E FROM AVON.
 KA0096'ABOUT 2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KA0096'THE CROSSING OF THE AVON-PLAINFIELD ROAD AT AVON, AT A NORTH-SOUTH
 KA0096'GRAVEL ROAD CROSSING, 12 FEET NORTHWEST OF POLE 10/42, 59.5
 KA0096'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 24 FEET
 KA0096'EAST OF THE CENTER LINE OF THE ROAD, 8.5 FEET SOUTHEAST OF A FENCE
 KA0096'CORNER, 4.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 1.5
 KA0096'FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 3.5 FEET
 KA0096'BELOW THE LEVEL OF THE CROSSING.  A STANDARD DISK, STAMPED
 KA0096'Z 76 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA0096'INCHES ABOVE GROUND.
 KA0096
 KA0096                          STATION RECOVERY (1985)
 KA0096
 KA0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0598 ***********************************************************************
 LB0598  DESIGNATION -  Z 77
 LB0598  PID         -  LB0598
 LB0598  STATE/COUNTY-  IN/CLINTON
 LB0598  COUNTRY     -  US
 LB0598  USGS QUAD   -  KIRKLIN (2019)
 LB0598
 LB0598                         *CURRENT SURVEY CONTROL
 LB0598  ______________________________________________________________________
 LB0598* NAD 83(1986) POSITION- 40 11 04.     (N) 086 21 22.     (W)   SCALED
 LB0598* NAVD 88 ORTHO HEIGHT -   281.295 (meters)      922.88  (feet) ADJUSTED
 LB0598  ______________________________________________________________________
 LB0598  GEOID HEIGHT    -        -34.056 (meters)                     GEOID18
 LB0598  DYNAMIC HEIGHT  -        281.141 (meters)      922.38  (feet) COMP
 LB0598  MODELED GRAVITY -    980,070.7   (mgal)                       NAVD 88
 LB0598
 LB0598  VERT ORDER      -  SECOND    CLASS 0
 LB0598
 LB0598.The horizontal coordinates were scaled from a map and have
 LB0598.an estimated accuracy of +/- 6 seconds.
 LB0598
 LB0598.The orthometric height was determined by differential leveling and
 LB0598.adjusted by the NATIONAL GEODETIC SURVEY
 LB0598.in June 1991.
 LB0598
 LB0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0598.GEOID18 height accuracy estimate available here.
 LB0598
 LB0598.Click photographs - Photos may exist for this station.
 LB0598
 LB0598.The dynamic height is computed by dividing the NAVD 88
 LB0598.geopotential number by the normal gravity value computed on the
 LB0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0598.degrees latitude (g = 980.6199 gals.).
 LB0598
 LB0598.The modeled gravity was interpolated from observed gravity values.
 LB0598
 LB0598;                    North         East    Units  Estimated Accuracy
 LB0598;SPC IN W     -   548,250.      961,930.      MT  (+/- 180 meters Scaled)
 LB0598
 LB0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK548484(NAD 83)
 LB0598
 LB0598                          SUPERSEDED SURVEY CONTROL
 LB0598
 LB0598  NGVD 29 (??/??/92)  281.399  (m)          923.22   (f) ADJ UNCH    2 0
 LB0598
 LB0598.Superseded values are not recommended for survey control.
 LB0598
 LB0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0598.See file dsdata.pdf to determine how the superseded data were derived.
 LB0598
 LB0598_MARKER: DB = BENCH MARK DISK
 LB0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0598_STAMPING: Z 77 1946
 LB0598_MARK LOGO: CGS
 LB0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0598+STABILITY: SURFACE MOTION
 LB0598
 LB0598  HISTORY     - Date     Condition        Report By
 LB0598  HISTORY     - 1946     MONUMENTED       CGS
 LB0598
 LB0598                          STATION DESCRIPTION
 LB0598
 LB0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0598'0.6 MI SE FROM KIRKLIN.
 LB0598'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE PUBLIC
 LB0598'LIBRARY AT KIRKLIN, AT A FARM OWNED BY MARTHA WILHAITE, 47 FEET
 LB0598'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTH OF THE
 LB0598'NORTHEAST CORNER OF THE FARM HOUSE, 7 FEET NORTHWEST OF POWER
 LB0598'POLE BB 11 A 17, 2 FEET NORTHEAST OF A T FENCE CORNER, 1.7 FEET
 LB0598'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1.5 FEET
 LB0598'ABOVE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Z 77 1946 AND
 LB0598'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LB0598'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0210 ***********************************************************************
 KA0210  DESIGNATION -  Z 79
 KA0210  PID         -  KA0210
 KA0210  STATE/COUNTY-  IN/BOONE
 KA0210  COUNTRY     -  US
 KA0210  USGS QUAD   -  ZIONSVILLE (2019)
 KA0210
 KA0210                         *CURRENT SURVEY CONTROL
 KA0210  ______________________________________________________________________
 KA0210* NAD 83(1986) POSITION- 39 56 57.     (N) 086 19 31.     (W)   SCALED
 KA0210* NAVD 88 ORTHO HEIGHT -   275.619 (meters)      904.26  (feet) ADJUSTED
 KA0210  ______________________________________________________________________
 KA0210  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 KA0210  DYNAMIC HEIGHT  -        275.467 (meters)      903.76  (feet) COMP
 KA0210  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 KA0210
 KA0210  VERT ORDER      -  SECOND    CLASS 0
 KA0210
 KA0210.The horizontal coordinates were scaled from a map and have
 KA0210.an estimated accuracy of +/- 6 seconds.
 KA0210
 KA0210.The orthometric height was determined by differential leveling and
 KA0210.adjusted by the NATIONAL GEODETIC SURVEY
 KA0210.in June 1991.
 KA0210
 KA0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0210.GEOID18 height accuracy estimate available here.
 KA0210
 KA0210.Click photographs - Photos may exist for this station.
 KA0210
 KA0210.The dynamic height is computed by dividing the NAVD 88
 KA0210.geopotential number by the normal gravity value computed on the
 KA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0210.degrees latitude (g = 980.6199 gals.).
 KA0210
 KA0210.The modeled gravity was interpolated from observed gravity values.
 KA0210
 KA0210;                    North         East    Units  Estimated Accuracy
 KA0210;SPC IN W     -   522,150.      964,780.      MT  (+/- 180 meters Scaled)
 KA0210
 KA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK576223(NAD 83)
 KA0210
 KA0210                          SUPERSEDED SURVEY CONTROL
 KA0210
 KA0210  NGVD 29 (??/??/92)  275.730  (m)          904.62   (f) ADJ UNCH    2 0
 KA0210
 KA0210.Superseded values are not recommended for survey control.
 KA0210
 KA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0210.See file dsdata.pdf to determine how the superseded data were derived.
 KA0210
 KA0210_MARKER: DB = BENCH MARK DISK
 KA0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0210_SP_SET: BRIDGE
 KA0210_STAMPING: Z 79 1946
 KA0210_MARK LOGO: CGS
 KA0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0210
 KA0210  HISTORY     - Date     Condition        Report By
 KA0210  HISTORY     - 1946     MONUMENTED       CGS
 KA0210
 KA0210                          STATION DESCRIPTION
 KA0210
 KA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0210'3.4 MI W FROM ZIONSVILLE.
 KA0210'ALONG STATE HIGHWAY 334 ABOUT 3.35 MILES WEST OF THE FARMERS
 KA0210'STATE BANK BUILDING AT ZIONSVILLE, SET IN THE TOP OF THE
 KA0210'SOUTHEAST WINGWALL OF A 12-FOOT CONCRETE BRIDGE, 19 FEET SOUTH
 KA0210'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.8 FOOT BELOW
 KA0210'HIGHWAY LEVEL.  A STANDARD DISK, STAMPED Z 79 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1359 ***********************************************************************
 MD1359  DESIGNATION -  Z 8
 MD1359  PID         -  MD1359
 MD1359  STATE/COUNTY-  IN/ELKHART
 MD1359  COUNTRY     -  US
 MD1359  USGS QUAD   -  ELKHART (2019)
 MD1359
 MD1359                         *CURRENT SURVEY CONTROL
 MD1359  ______________________________________________________________________
 MD1359* NAD 83(1986) POSITION- 41 41 06.     (N) 085 58 27.     (W)   SCALED
 MD1359* NAVD 88 ORTHO HEIGHT -   227.993 (meters)      748.01  (feet) ADJUSTED
 MD1359  ______________________________________________________________________
 MD1359  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 MD1359  DYNAMIC HEIGHT  -        227.904 (meters)      747.72  (feet) COMP
 MD1359  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 MD1359
 MD1359  VERT ORDER      -  FIRST     CLASS II
 MD1359
 MD1359.The horizontal coordinates were scaled from a map and have
 MD1359.an estimated accuracy of +/- 6 seconds.
 MD1359
 MD1359.The orthometric height was determined by differential leveling and
 MD1359.adjusted by the NATIONAL GEODETIC SURVEY
 MD1359.in June 1991.
 MD1359
 MD1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1359.GEOID18 height accuracy estimate available here.
 MD1359
 MD1359.Click photographs - Photos may exist for this station.
 MD1359
 MD1359.The dynamic height is computed by dividing the NAVD 88
 MD1359.geopotential number by the normal gravity value computed on the
 MD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1359.degrees latitude (g = 980.6199 gals.).
 MD1359
 MD1359.The modeled gravity was interpolated from observed gravity values.
 MD1359
 MD1359;                    North         East    Units  Estimated Accuracy
 MD1359;SPC IN E     -   714,680.       74,400.      MT  (+/- 180 meters Scaled)
 MD1359
 MD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM853153(NAD 83)
 MD1359
 MD1359                          SUPERSEDED SURVEY CONTROL
 MD1359
 MD1359  NGVD 29 (??/??/92)  228.121  (m)          748.43   (f) ADJ UNCH    1 2
 MD1359
 MD1359.Superseded values are not recommended for survey control.
 MD1359
 MD1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1359.See file dsdata.pdf to determine how the superseded data were derived.
 MD1359
 MD1359_MARKER: DB = BENCH MARK DISK
 MD1359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1359_SP_SET: STONE WALL
 MD1359_STAMPING: Z 8 Z 9 ELEV. 748.427 FT.
 MD1359_MARK LOGO: CGS
 MD1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1359+STABILITY: SURFACE MOTION
 MD1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1359+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2019
 MD1359
 MD1359  HISTORY     - Date     Condition        Report By
 MD1359  HISTORY     - 1916     MONUMENTED       CGS
 MD1359  HISTORY     - 1934     GOOD             CGS
 MD1359  HISTORY     - 19930111 GOOD             NGS
 MD1359  HISTORY     - 20051017 GOOD             BFSINC
 MD1359  HISTORY     - 20190520 GOOD             USPSQD
 MD1359
 MD1359                          STATION DESCRIPTION
 MD1359
 MD1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1359'AT ELKHART.
 MD1359'AT ELKHART, ELKHART COUNTY, AND AT THE ENTRANCE TO THE CITY HALL.
 MD1359'A STANDARD DISK, STAMPED ELEV 748.427 FT Z 8 Z 9.
 MD1359
 MD1359                          STATION RECOVERY (1993)
 MD1359
 MD1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1359'IN ELKHART, AT 229 SOUTH SECOND STREET IN TOP OF THE SOUTH STONE WALL
 MD1359'OF THE EAST ENTRANCE TO THE MUNICIPAL BUILDING, 5.0 M (16.4 FT)
 MD1359'SOUTHEAST OF THE CENTER OF THE ENTRANCE, 2.4 M (7.9 FT) NORTHEAST OF
 MD1359'THE NORTHEAST WALL OF THE BUILDING, 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 MD1359'THE SIDEWALK, 0.15 M (0.49 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 MD1359'WALL, AND 0.15 M (0.49 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 MD1359'WALL.
 MD1359
 MD1359                          STATION RECOVERY (2005)
 MD1359
 MD1359'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2005 (JRC)
 MD1359'RECOVERED IN GOOD CONDITION.
 MD1359
 MD1359                          STATION RECOVERY (2019)
 MD1359
 MD1359'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 MD1359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0630 ***********************************************************************
 LB0630  DESIGNATION -  Z 80
 LB0630  PID         -  LB0630
 LB0630  STATE/COUNTY-  IN/BOONE
 LB0630  COUNTRY     -  US
 LB0630  USGS QUAD   -  LEBANON (2019)
 LB0630
 LB0630                         *CURRENT SURVEY CONTROL
 LB0630  ______________________________________________________________________
 LB0630* NAD 83(1986) POSITION- 40 02 59.63   (N) 086 28 08.39   (W)   HD_HELD1
 LB0630* NAVD 88 ORTHO HEIGHT -   286.365 (meters)      939.52  (feet) ADJUSTED
 LB0630  ______________________________________________________________________
 LB0630  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 LB0630  DYNAMIC HEIGHT  -        286.207 (meters)      939.00  (feet) COMP
 LB0630  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 LB0630
 LB0630  VERT ORDER      -  SECOND    CLASS 0
 LB0630
 LB0630.The horizontal coordinates were determined by differentially corrected
 LB0630.hand held GPS observations or other comparable positioning techniques
 LB0630.and have an estimated accuracy of +/- 3 meters.
 LB0630
 LB0630.The orthometric height was determined by differential leveling and
 LB0630.adjusted by the NATIONAL GEODETIC SURVEY
 LB0630.in June 1991.
 LB0630
 LB0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0630.GEOID18 height accuracy estimate available here.
 LB0630
 LB0630.Click photographs - Photos may exist for this station.
 LB0630
 LB0630.The dynamic height is computed by dividing the NAVD 88
 LB0630.geopotential number by the normal gravity value computed on the
 LB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0630.degrees latitude (g = 980.6199 gals.).
 LB0630
 LB0630.The modeled gravity was interpolated from observed gravity values.
 LB0630
 LB0630;                    North         East    Units  Estimated Accuracy
 LB0630;SPC IN W     -   533,238.6     952,420.8     MT  (+/- 3 meters HH1 GPS) 
 LB0630
 LB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4529333430(NAD 83)
 LB0630
 LB0630                          SUPERSEDED SURVEY CONTROL
 LB0630
 LB0630  NGVD 29 (??/??/92)  286.466  (m)          939.85   (f) ADJ UNCH    2 0
 LB0630
 LB0630.Superseded values are not recommended for survey control.
 LB0630
 LB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0630.See file dsdata.pdf to determine how the superseded data were derived.
 LB0630
 LB0630_MARKER: DB = BENCH MARK DISK
 LB0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0630_SP_SET: BUILDING
 LB0630_STAMPING: Z 80 1946
 LB0630_MARK LOGO: CGS
 LB0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0630
 LB0630  HISTORY     - Date     Condition        Report By
 LB0630  HISTORY     - 1946     MONUMENTED       CGS
 LB0630  HISTORY     - 1977     GOOD             LOCENG
 LB0630
 LB0630                          STATION DESCRIPTION
 LB0630
 LB0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0630'AT LEBANON.
 LB0630'AT LEBANON, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 LB0630'CORNER OF THE LEBANON PUBLIC SCHOOL BUILDING, AT THE CORNER OF
 LB0630'NORTH LEBANON AND WILLIAMS STREETS, 4.3 FEET NORTH OF THE CORNER
 LB0630'OF THE BUILDING AND 2.2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 LB0630'STAMPED Z 80 1946.
 LB0630
 LB0630                          STATION RECOVERY (1977)
 LB0630
 LB0630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1221 ***********************************************************************
 KA1221  DESIGNATION -  Z 81
 KA1221  PID         -  KA1221
 KA1221  STATE/COUNTY-  IN/CLAY
 KA1221  COUNTRY     -  US
 KA1221  USGS QUAD   -  STAUNTON (2019)
 KA1221
 KA1221                         *CURRENT SURVEY CONTROL
 KA1221  ______________________________________________________________________
 KA1221* NAD 83(1986) POSITION- 39 22 54.     (N) 087 12 38.     (W)   SCALED
 KA1221* NAVD 88 ORTHO HEIGHT -   189.353 (meters)      621.24  (feet) ADJUSTED
 KA1221  ______________________________________________________________________
 KA1221  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KA1221  DYNAMIC HEIGHT  -        189.244 (meters)      620.88  (feet) COMP
 KA1221  MODELED GRAVITY -    980,048.2   (mgal)                       NAVD 88
 KA1221
 KA1221  VERT ORDER      -  FIRST     CLASS II
 KA1221
 KA1221.The horizontal coordinates were scaled from a map and have
 KA1221.an estimated accuracy of +/- 6 seconds.
 KA1221
 KA1221.The orthometric height was determined by differential leveling and
 KA1221.adjusted by the NATIONAL GEODETIC SURVEY
 KA1221.in June 1991.
 KA1221
 KA1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1221.GEOID18 height accuracy estimate available here.
 KA1221
 KA1221.Click photographs - Photos may exist for this station.
 KA1221
 KA1221.The dynamic height is computed by dividing the NAVD 88
 KA1221.geopotential number by the normal gravity value computed on the
 KA1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1221.degrees latitude (g = 980.6199 gals.).
 KA1221
 KA1221.The modeled gravity was interpolated from observed gravity values.
 KA1221
 KA1221;                    North         East    Units  Estimated Accuracy
 KA1221;SPC IN W     -   458,880.      889,040.      MT  (+/- 180 meters Scaled)
 KA1221
 KA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ818591(NAD 83)
 KA1221
 KA1221                          SUPERSEDED SURVEY CONTROL
 KA1221
 KA1221  NGVD 29 (??/??/92)  189.459  (m)          621.58   (f) ADJ UNCH    1 2
 KA1221
 KA1221.Superseded values are not recommended for survey control.
 KA1221
 KA1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1221.See file dsdata.pdf to determine how the superseded data were derived.
 KA1221
 KA1221_MARKER: DB = BENCH MARK DISK
 KA1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1221_STAMPING: Z 81 1946
 KA1221_MARK LOGO: CGS
 KA1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1221+STABILITY: SURFACE MOTION
 KA1221
 KA1221  HISTORY     - Date     Condition        Report By
 KA1221  HISTORY     - 1946     MONUMENTED       CGS
 KA1221  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1221
 KA1221                          STATION DESCRIPTION
 KA1221
 KA1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1221'0.3 MI W FROM CORY.
 KA1221'ABOUT 0.3 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KA1221'STATION AT CORY, 0.13 MILE WEST OF THE PERRY TOWNSHIP HIGH
 KA1221'SCHOOL AT CORY, 61.5 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 KA1221'POLE NO. 15/09, 32 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 KA1221'LINE OF THE TRACK, 17 FEET NORTH OF THE CENTER LINE OF A DIM ROAD
 KA1221'LEADING TO A FARM HOUSE, 152 FEET NORTHEAST OF THE NORTHEAST
 KA1221'CORNER OF THE HOUSE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1221'POST.  A STANDARD DISK, STAMPED Z 81 1946 AND SET IN THE TOP OF A
 KA1221'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KA1221
 KA1221                          STATION RECOVERY (1985)
 KA1221
 KA1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1240 ***********************************************************************
 KA1240  DESIGNATION -  Z 82
 KA1240  PID         -  KA1240
 KA1240  STATE/COUNTY-  IN/VIGO
 KA1240  COUNTRY     -  US
 KA1240  USGS QUAD   -  TERRE HAUTE (2019)
 KA1240
 KA1240                         *CURRENT SURVEY CONTROL
 KA1240  ______________________________________________________________________
 KA1240* NAD 83(1986) POSITION- 39 27 47.     (N) 087 24 05.     (W)   SCALED
 KA1240* NAVD 88 ORTHO HEIGHT -   150.080 (meters)      492.39  (feet) ADJUSTED
 KA1240  ______________________________________________________________________
 KA1240  GEOID HEIGHT    -        -32.711 (meters)                     GEOID18
 KA1240  DYNAMIC HEIGHT  -        149.994 (meters)      492.11  (feet) COMP
 KA1240  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 KA1240
 KA1240  VERT ORDER      -  FIRST     CLASS II
 KA1240
 KA1240.The horizontal coordinates were scaled from a map and have
 KA1240.an estimated accuracy of +/- 6 seconds.
 KA1240
 KA1240.The orthometric height was determined by differential leveling and
 KA1240.adjusted by the NATIONAL GEODETIC SURVEY
 KA1240.in June 1991.
 KA1240
 KA1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1240.GEOID18 height accuracy estimate available here.
 KA1240
 KA1240.Click photographs - Photos may exist for this station.
 KA1240
 KA1240.The dynamic height is computed by dividing the NAVD 88
 KA1240.geopotential number by the normal gravity value computed on the
 KA1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1240.degrees latitude (g = 980.6199 gals.).
 KA1240
 KA1240.The modeled gravity was interpolated from observed gravity values.
 KA1240
 KA1240;                    North         East    Units  Estimated Accuracy
 KA1240;SPC IN W     -   467,950.      872,630.      MT  (+/- 180 meters Scaled)
 KA1240
 KA1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654682(NAD 83)
 KA1240
 KA1240                          SUPERSEDED SURVEY CONTROL
 KA1240
 KA1240  NGVD 29 (??/??/92)  150.185  (m)          492.73   (f) ADJ UNCH    1 2
 KA1240
 KA1240.Superseded values are not recommended for survey control.
 KA1240
 KA1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1240.See file dsdata.pdf to determine how the superseded data were derived.
 KA1240
 KA1240_MARKER: DB = BENCH MARK DISK
 KA1240_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA1240+WITH SETTING: PAVEMENT
 KA1240_SP_SET: BLOCK
 KA1240_STAMPING: Z 82 1946
 KA1240_MARK LOGO: CGS
 KA1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1240+STABILITY: SURFACE MOTION
 KA1240
 KA1240  HISTORY     - Date     Condition        Report By
 KA1240  HISTORY     - 1946     MONUMENTED       CGS
 KA1240  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1240
 KA1240                          STATION DESCRIPTION
 KA1240
 KA1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1240'AT TERRE HAUTE.
 KA1240'AT TERRE HAUTE, ALONG THE CHICAGO AND EASTERN RAILWAY, AT THE
 KA1240'INTERSECTION OF POPLAR STREET (HWY. 42), AND 10 1/2 STREET, 38
 KA1240'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 42, 35 FEET WEST
 KA1240'OF THE SOUTHWEST CORNER OF THE HEIMROTH ELECTRIC AMD MACHINE
 KA1240'COMPANY BUILDING, 29 FEET NORTHEAST OF THE CENTER LINE OF THE
 KA1240'MAIN TRACK, 7.3 FEET NORTH OF A CROSSING SIGNAL, AND SET IN THE
 KA1240'TOP OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK PROTECTING
 KA1240'THE CROSSING SIGNAL, AND SET ABOUT 3 FEET ABOVE THE GROUND.  A
 KA1240'STANDARD DISK, STAMPED Z 82 1946.
 KA1240
 KA1240                          STATION RECOVERY (1985)
 KA1240
 KA1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1241 ***********************************************************************
 KA1241  DESIGNATION -  Z 82 RESET
 KA1241  PID         -  KA1241
 KA1241  STATE/COUNTY-  IN/VIGO
 KA1241  COUNTRY     -  US
 KA1241  USGS QUAD   -  TERRE HAUTE (2019)
 KA1241
 KA1241                         *CURRENT SURVEY CONTROL
 KA1241  ______________________________________________________________________
 KA1241* NAD 83(1986) POSITION- 39 27 46.95   (N) 087 24 06.25   (W)   HD_HELD1
 KA1241* NAVD 88 ORTHO HEIGHT -   149.923 (meters)      491.87  (feet) ADJUSTED
 KA1241  ______________________________________________________________________
 KA1241  GEOID HEIGHT    -        -32.711 (meters)                     GEOID18
 KA1241  DYNAMIC HEIGHT  -        149.838 (meters)      491.59  (feet) COMP
 KA1241  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 KA1241
 KA1241  VERT ORDER      -  FIRST     CLASS II
 KA1241
 KA1241.The horizontal coordinates were determined by differentially corrected
 KA1241.hand held GPS observations or other comparable positioning techniques
 KA1241.and have an estimated accuracy of +/- 3 meters.
 KA1241
 KA1241.The orthometric height was determined by differential leveling and
 KA1241.adjusted by the NATIONAL GEODETIC SURVEY
 KA1241.in June 1991.
 KA1241
 KA1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1241.GEOID18 height accuracy estimate available here.
 KA1241
 KA1241.Click photographs - Photos may exist for this station.
 KA1241
 KA1241.The dynamic height is computed by dividing the NAVD 88
 KA1241.geopotential number by the normal gravity value computed on the
 KA1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1241.degrees latitude (g = 980.6199 gals.).
 KA1241
 KA1241.The modeled gravity was interpolated from observed gravity values.
 KA1241
 KA1241;                    North         East    Units  Estimated Accuracy
 KA1241;SPC IN W     -   467,949.8     872,599.5     MT  (+/- 3 meters HH1 GPS) 
 KA1241
 KA1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6544068239(NAD 83)
 KA1241
 KA1241                          SUPERSEDED SURVEY CONTROL
 KA1241
 KA1241  NGVD 29 (??/??/??)  150.08   (m)          492.4    (f) RESET       3  
 KA1241
 KA1241.Superseded values are not recommended for survey control.
 KA1241
 KA1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1241.See file dsdata.pdf to determine how the superseded data were derived.
 KA1241
 KA1241_MARKER: DB = BENCH MARK DISK
 KA1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1241_SP_SET: BUILDING
 KA1241_STAMPING: Z 82 RESET 1961
 KA1241_MARK LOGO: CGS
 KA1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1241
 KA1241  HISTORY     - Date     Condition        Report By
 KA1241  HISTORY     - 1961     MONUMENTED       CGS
 KA1241  HISTORY     - 1985     GOOD             NGS
 KA1241  HISTORY     - 20230905 GOOD             USPSQD
 KA1241
 KA1241                          STATION DESCRIPTION
 KA1241
 KA1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KA1241'AT TERRE HAUTE.
 KA1241'AT TERRE HAUTE, ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD,
 KA1241'AT THE INTERSECTION OF POPLAR STREET (HWY. 42), AND 10-1/2
 KA1241'STREET, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE BUILDING
 KA1241'OF THE CLARK FLORAL COMPANY, 31 FEET NORTH OF THE CENTERLINE
 KA1241'OF STATE HIGHWAY 42, 58 FEET NORTHEAST OF THE CENTERLINE OF THE
 KA1241'MAIN TRACK, 1 FOOT EAST OF THE SOUTHWEST CORNER OF THE BUILDING
 KA1241'AND ABOUT 3 FEET ABOVE THE CONCRETE SIDEWALK.
 KA1241
 KA1241                          STATION RECOVERY (1985)
 KA1241
 KA1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1241'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1241'HAUTE, AT THE INTERSECTION OF POPLAR AND 10 1/2 STREETS, SET
 KA1241'VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL OF THE CLARK FLORAL
 KA1241'COMPANY BUILDING, 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF POPLAR
 KA1241'STREET, 8.9 M (29.2 FT) EAST OF THE CENTER OF 10 1/2 STREET, AND 0.3 M
 KA1241'(1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 KA1241'THE MARK IS 0.9 M ABOVE A SIDEWALK.
 KA1241
 KA1241                          STATION RECOVERY (2023)
 KA1241
 KA1241'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KA1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0482 ***********************************************************************
 KA0482  DESIGNATION -  Z 83
 KA0482  PID         -  KA0482
 KA0482  STATE/COUNTY-  IN/OWEN
 KA0482  COUNTRY     -  US
 KA0482  USGS QUAD   -  CATARACT (2019)
 KA0482
 KA0482                         *CURRENT SURVEY CONTROL
 KA0482  ______________________________________________________________________
 KA0482* NAD 83(1986) POSITION- 39 23 25.     (N) 086 48 23.     (W)   SCALED
 KA0482* NAVD 88 ORTHO HEIGHT -   205.487 (meters)      674.17  (feet) ADJUSTED
 KA0482  ______________________________________________________________________
 KA0482  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KA0482  DYNAMIC HEIGHT  -        205.367 (meters)      673.77  (feet) COMP
 KA0482  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 KA0482
 KA0482  VERT ORDER      -  SECOND    CLASS 0
 KA0482
 KA0482.The horizontal coordinates were scaled from a map and have
 KA0482.an estimated accuracy of +/- 6 seconds.
 KA0482
 KA0482.The orthometric height was determined by differential leveling and
 KA0482.adjusted by the NATIONAL GEODETIC SURVEY
 KA0482.in June 1991.
 KA0482
 KA0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0482.GEOID18 height accuracy estimate available here.
 KA0482
 KA0482.Click photographs - Photos may exist for this station.
 KA0482
 KA0482.The dynamic height is computed by dividing the NAVD 88
 KA0482.geopotential number by the normal gravity value computed on the
 KA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0482.degrees latitude (g = 980.6199 gals.).
 KA0482
 KA0482.The modeled gravity was interpolated from observed gravity values.
 KA0482
 KA0482;                    North         East    Units  Estimated Accuracy
 KA0482;SPC IN W     -   459,860.      923,860.      MT  (+/- 180 meters Scaled)
 KA0482
 KA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ166601(NAD 83)
 KA0482
 KA0482                          SUPERSEDED SURVEY CONTROL
 KA0482
 KA0482  NGVD 29 (??/??/92)  205.609  (m)          674.57   (f) ADJ UNCH    2 0
 KA0482
 KA0482.Superseded values are not recommended for survey control.
 KA0482
 KA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0482.See file dsdata.pdf to determine how the superseded data were derived.
 KA0482
 KA0482_MARKER: DB = BENCH MARK DISK
 KA0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0482_SP_SET: BRIDGE
 KA0482_STAMPING: Z 83 1946
 KA0482_MARK LOGO: CGS
 KA0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0482
 KA0482  HISTORY     - Date     Condition        Report By
 KA0482  HISTORY     - 1946     MONUMENTED       CGS
 KA0482  HISTORY     - 1948     GOOD             CGS
 KA0482
 KA0482                          STATION DESCRIPTION
 KA0482
 KA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0482'1 MI N FROM CUBA.
 KA0482'1.05 MILES NORTH ALONG A GRAVEL ROAD LEADING TO THE COVERED
 KA0482'BRIDGE OVER MILL CREEK AT THE ENTRANCE TO THE CATARACT FALLS
 KA0482'AT CATARACT, FROM THE CUBA BAPTIST CHURCH AT CUBA, SET IN THE
 KA0482'TOP OF THE WEST END OF THE WEST WING WALL OF THE NORTHWEST
 KA0482'CONCRETE ABUTMENT OF A 14 FOOT WOODEN BRIDGE OVER A STREAM,
 KA0482'9 FEET SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE
 KA0482'OF THE ROAD.  A STANDARD DISK, STAMPED Z 83 1946, SET IN A DRILL
 KA0482'HOLE.
 KA0482
 KA0482                          STATION RECOVERY (1948)
 KA0482
 KA0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KA0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA0463 ***********************************************************************
 KA0463  DESIGNATION -  Z 84
 KA0463  PID         -  KA0463
 KA0463  STATE/COUNTY-  IN/OWEN
 KA0463  COUNTRY     -  US
 KA0463  USGS QUAD   -  ARNEY (2019)
 KA0463
 KA0463                         *CURRENT SURVEY CONTROL
 KA0463  ______________________________________________________________________
 KA0463* NAD 83(1986) POSITION- 39 14 37.     (N) 086 56 22.     (W)   SCALED
 KA0463* NAVD 88 ORTHO HEIGHT -   210.422 (meters)      690.36  (feet) ADJUSTED
 KA0463  ______________________________________________________________________
 KA0463  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 KA0463  DYNAMIC HEIGHT  -        210.299 (meters)      689.96  (feet) COMP
 KA0463  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 KA0463
 KA0463  VERT ORDER      -  SECOND    CLASS 0
 KA0463
 KA0463.The horizontal coordinates were scaled from a map and have
 KA0463.an estimated accuracy of +/- 6 seconds.
 KA0463
 KA0463.The orthometric height was determined by differential leveling and
 KA0463.adjusted by the NATIONAL GEODETIC SURVEY
 KA0463.in June 1991.
 KA0463
 KA0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA0463.GEOID18 height accuracy estimate available here.
 KA0463
 KA0463.Click photographs - Photos may exist for this station.
 KA0463
 KA0463.The dynamic height is computed by dividing the NAVD 88
 KA0463.geopotential number by the normal gravity value computed on the
 KA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0463.degrees latitude (g = 980.6199 gals.).
 KA0463
 KA0463.The modeled gravity was interpolated from observed gravity values.
 KA0463
 KA0463;                    North         East    Units  Estimated Accuracy
 KA0463;SPC IN W     -   443,550.      912,420.      MT  (+/- 180 meters Scaled)
 KA0463
 KA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ052438(NAD 83)
 KA0463
 KA0463                          SUPERSEDED SURVEY CONTROL
 KA0463
 KA0463  NGVD 29 (??/??/92)  210.546  (m)          690.77   (f) ADJ UNCH    2 0
 KA0463
 KA0463.Superseded values are not recommended for survey control.
 KA0463
 KA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0463.See file dsdata.pdf to determine how the superseded data were derived.
 KA0463
 KA0463_MARKER: DB = BENCH MARK DISK
 KA0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0463_STAMPING: Z 84 1946
 KA0463_MARK LOGO: CGS
 KA0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0463+STABILITY: SURFACE MOTION
 KA0463
 KA0463  HISTORY     - Date     Condition        Report By
 KA0463  HISTORY     - 1946     MONUMENTED       CGS
 KA0463
 KA0463                          STATION DESCRIPTION
 KA0463
 KA0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0463'2 MI N FROM ARNEY.
 KA0463'1.95 MILES NORTH ALONG A GRAVEL ROAD LEADING TO PATRICKSBURG
 KA0463'FROM THE CROSS ROAD AT ARNEY, AT A RIGHT ANGLE TURN IN THE ROAD
 KA0463'WITH TANGENTS EXTENDING SOUTH AND WEST, 57 FEET NORTH OF THE
 KA0463'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 12 INCH CORRUGATED
 KA0463'PIPE CULVERT, 37 FEET NORTHEAST OF THE CENTER LINE OF THE
 KA0463'ROAD, 17.5 FEET SOUTH OF A FENCE CORNER AND GATE POST, 5 FEET WEST
 KA0463'OF A WIRE FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KA0463'POST.  A STANDARD DISK, STAMPED Z 84 1946 AND SET IN THE TOP OF A
 KA0463'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 KA1014 ***********************************************************************
 KA1014  DESIGNATION -  Z 85
 KA1014  PID         -  KA1014
 KA1014  STATE/COUNTY-  IN/PARKE
 KA1014  COUNTRY     -  US
 KA1014  USGS QUAD   -  MONTEZUMA (2019)
 KA1014
 KA1014                         *CURRENT SURVEY CONTROL
 KA1014  ______________________________________________________________________
 KA1014* NAD 83(1986) POSITION- 39 47 35.     (N) 087 22 19.     (W)   SCALED
 KA1014* NAVD 88 ORTHO HEIGHT -   152.605 (meters)      500.67  (feet) ADJUSTED
 KA1014  ______________________________________________________________________
 KA1014  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 KA1014  DYNAMIC HEIGHT  -        152.521 (meters)      500.40  (feet) COMP
 KA1014  MODELED GRAVITY -    980,071.2   (mgal)                       NAVD 88
 KA1014
 KA1014  VERT ORDER      -  SECOND    CLASS 0
 KA1014
 KA1014.The horizontal coordinates were scaled from a map and have
 KA1014.an estimated accuracy of +/- 6 seconds.
 KA1014
 KA1014.The orthometric height was determined by differential leveling and
 KA1014.adjusted by the NATIONAL GEODETIC SURVEY
 KA1014.in June 1991.
 KA1014
 KA1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KA1014.GEOID18 height accuracy estimate available here.
 KA1014
 KA1014.Click photographs - Photos may exist for this station.
 KA1014
 KA1014.The dynamic height is computed by dividing the NAVD 88
 KA1014.geopotential number by the normal gravity value computed on the
 KA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1014.degrees latitude (g = 980.6199 gals.).
 KA1014
 KA1014.The modeled gravity was interpolated from observed gravity values.
 KA1014
 KA1014;                    North         East    Units  Estimated Accuracy
 KA1014;SPC IN W     -   504,580.      875,280.      MT  (+/- 180 meters Scaled)
 KA1014
 KA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK681048(NAD 83)
 KA1014
 KA1014                          SUPERSEDED SURVEY CONTROL
 KA1014
 KA1014  NGVD 29 (??/??/92)  152.703  (m)          500.99   (f) ADJ UNCH    2 0
 KA1014
 KA1014.Superseded values are not recommended for survey control.
 KA1014
 KA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1014.See file dsdata.pdf to determine how the superseded data were derived.
 KA1014
 KA1014_MARKER: DB = BENCH MARK DISK
 KA1014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA1014+WITH SETTING: PAVEMENT
 KA1014_SP_SET: WATER TANK BASE
 KA1014_STAMPING: Z 85 1946
 KA1014_MARK LOGO: CGS
 KA1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1014+STABILITY: SURFACE MOTION
 KA1014
 KA1014  HISTORY     - Date     Condition        Report By
 KA1014  HISTORY     - 1946     MONUMENTED       CGS
 KA1014
 KA1014                          STATION DESCRIPTION
 KA1014
 KA1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA1014'AT MONTEZUMA.
 KA1014'AT MONTEZUMA, ABOUT 0.1 MILE EAST OF THE EAST END OF THE WABASH
 KA1014'RIVER BRIDGE ALONG U.S. HIGHWAY 36, IN THE SOUTHWEST CORNER OF
 KA1014'THE CONCRETE BASE OF THE STAND PIPE OF THE MONTEZUMA CITY WATER
 KA1014'TANK, ABOUT 90 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 36.
 KA1014'A STANDARD DISK, STAMPED Z 85 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0839 ***********************************************************************
 LB0839  DESIGNATION -  Z 86
 LB0839  PID         -  LB0839
 LB0839  STATE/COUNTY-  IN/TIPPECANOE
 LB0839  COUNTRY     -  US
 LB0839  USGS QUAD   -  MULBERRY (2019)
 LB0839
 LB0839                         *CURRENT SURVEY CONTROL
 LB0839  ______________________________________________________________________
 LB0839* NAD 83(1986) POSITION- 40 19 11.     (N) 086 43 57.     (W)   SCALED
 LB0839* NAVD 88 ORTHO HEIGHT -   205.803 (meters)      675.21  (feet) ADJUSTED
 LB0839  ______________________________________________________________________
 LB0839  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 LB0839  DYNAMIC HEIGHT  -        205.697 (meters)      674.86  (feet) COMP
 LB0839  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 LB0839
 LB0839  VERT ORDER      -  SECOND    CLASS 0
 LB0839
 LB0839.The horizontal coordinates were scaled from a map and have
 LB0839.an estimated accuracy of +/- 6 seconds.
 LB0839
 LB0839.The orthometric height was determined by differential leveling and
 LB0839.adjusted by the NATIONAL GEODETIC SURVEY
 LB0839.in June 1991.
 LB0839
 LB0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0839.GEOID18 height accuracy estimate available here.
 LB0839
 LB0839.Click photographs - Photos may exist for this station.
 LB0839
 LB0839.The dynamic height is computed by dividing the NAVD 88
 LB0839.geopotential number by the normal gravity value computed on the
 LB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0839.degrees latitude (g = 980.6199 gals.).
 LB0839
 LB0839.The modeled gravity was interpolated from observed gravity values.
 LB0839
 LB0839;                    North         East    Units  Estimated Accuracy
 LB0839;SPC IN W     -   563,080.      929,820.      MT  (+/- 180 meters Scaled)
 LB0839
 LB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK227632(NAD 83)
 LB0839
 LB0839                          SUPERSEDED SURVEY CONTROL
 LB0839
 LB0839  NGVD 29 (??/??/92)  205.905  (m)          675.54   (f) ADJ UNCH    2 0
 LB0839
 LB0839.Superseded values are not recommended for survey control.
 LB0839
 LB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0839.See file dsdata.pdf to determine how the superseded data were derived.
 LB0839
 LB0839_MARKER: DB = BENCH MARK DISK
 LB0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0839_SP_SET: BRIDGE ABUTMENT
 LB0839_STAMPING: Z 86 1946
 LB0839_MARK LOGO: CGS
 LB0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0839
 LB0839  HISTORY     - Date     Condition        Report By
 LB0839  HISTORY     - 1946     MONUMENTED       CGS
 LB0839  HISTORY     - 20020517 MARK NOT FOUND   INDIV
 LB0839
 LB0839                          STATION DESCRIPTION
 LB0839
 LB0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0839'2.3 MI N FROM MONROE.
 LB0839'ABOUT 2.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION
 LB0839'WITH U.S. HIGHWAY 52 AT MONROE, ABOUT 0.3 MILE NORTH OF THE
 LB0839'JUNCTION WITH A SIDE ROAD LEADING EAST, IN THE TOP OF THE EAST
 LB0839'END OF THE NORTH CONCRETE ABUTMENT OF A STEEL BRIDGE OVER SOUTH
 LB0839'FORK OF WILDCAT CREEK, 10 FEET EAST OF THE CENTER LINE OF THE
 LB0839'ROAD AND ABOUT 0.5 FOOT LOWER THAN THE BRIDGE FLOOR.  A STANDARD
 LB0839'DISK, STAMPED Z 86 1946.
 LB0839
 LB0839                          STATION RECOVERY (2002)
 LB0839
 LB0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LB0839'THE BRIDGE HAS BEEN REPLACED.  THERE IS A NEW MONUMENT SET ON THE
 LB0839'SOUTHEAST CORNER OF HEADWALL ON NEW BRIDGE.  MONUMENT IS STAMPED 'Z 86
 LB0839'RESET 1956'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0814 ***********************************************************************
 LB0814  DESIGNATION -  Z 87
 LB0814  PID         -  LB0814
 LB0814  STATE/COUNTY-  IN/MONTGOMERY
 LB0814  COUNTRY     -  US
 LB0814  USGS QUAD   -  LINDEN (2019)
 LB0814
 LB0814                         *CURRENT SURVEY CONTROL
 LB0814  ______________________________________________________________________
 LB0814* NAD 83(1986) POSITION- 40 08 06.14   (N) 086 56 37.54   (W)   HD_HELD1
 LB0814* NAVD 88 ORTHO HEIGHT -   254.423 (meters)      834.72  (feet) ADJUSTED
 LB0814  ______________________________________________________________________
 LB0814  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 LB0814  DYNAMIC HEIGHT  -        254.288 (meters)      834.28  (feet) COMP
 LB0814  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 LB0814
 LB0814  VERT ORDER      -  SECOND    CLASS 0
 LB0814
 LB0814.The horizontal coordinates were determined by differentially corrected
 LB0814.hand held GPS observations or other comparable positioning techniques
 LB0814.and have an estimated accuracy of +/- 3 meters.
 LB0814
 LB0814.The orthometric height was determined by differential leveling and
 LB0814.adjusted by the NATIONAL GEODETIC SURVEY
 LB0814.in June 1991.
 LB0814
 LB0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0814.GEOID18 height accuracy estimate available here.
 LB0814
 LB0814.Click photographs - Photos may exist for this station.
 LB0814
 LB0814.The dynamic height is computed by dividing the NAVD 88
 LB0814.geopotential number by the normal gravity value computed on the
 LB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0814.degrees latitude (g = 980.6199 gals.).
 LB0814
 LB0814.The modeled gravity was interpolated from observed gravity values.
 LB0814
 LB0814;                    North         East    Units  Estimated Accuracy
 LB0814;SPC IN W     -   542,520.6     911,894.7     MT  (+/- 3 meters HH1 GPS) 
 LB0814
 LB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0479142746(NAD 83)
 LB0814
 LB0814                          SUPERSEDED SURVEY CONTROL
 LB0814
 LB0814  NGVD 29 (??/??/92)  254.506  (m)          834.99   (f) ADJ UNCH    2 0
 LB0814
 LB0814.Superseded values are not recommended for survey control.
 LB0814
 LB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0814.See file dsdata.pdf to determine how the superseded data were derived.
 LB0814
 LB0814_MARKER: DB = BENCH MARK DISK
 LB0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0814_STAMPING: Z 87 1946
 LB0814_MARK LOGO: CGS
 LB0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0814+STABILITY: SURFACE MOTION
 LB0814
 LB0814  HISTORY     - Date     Condition        Report By
 LB0814  HISTORY     - 1946     MONUMENTED       CGS
 LB0814
 LB0814                          STATION DESCRIPTION
 LB0814
 LB0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0814'3.4 MI W FROM CHERRY GROVE.
 LB0814'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE GRAIN
 LB0814'ELEVATOR AT CHERRY GROVE, THENCE ABOUT 2.75 MILES WEST AND NORTH
 LB0814'ALONG A GRAVEL ROAD LEADING TO ELMDALE, ABOUT 150 FEET SOUTHEAST
 LB0814'OF THE EAST EDGE OF A LARGE POND IN A PASTURE, 68 FEET SOUTHWEST
 LB0814'OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 22 FEET WEST OF THE
 LB0814'CENTER LINE OF A DRIVE WAY, 21 FEET NORTH OF AND ABOUT LEVEL WITH
 LB0814'THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  NOTE-- THIS
 LB0814'MARK MAY BE REACHED FROM THE CHURCH AT ELMDALE BY GOING 3.7 MILES
 LB0814'EAST ALONG A GRAVEL ROAD.  A STANDARD DISK, STAMPED Z 87 1946
 LB0814'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LB0814'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1676 ***********************************************************************
 LB1676  DESIGNATION -  Z 88
 LB1676  PID         -  LB1676
 LB1676  STATE/COUNTY-  IN/TIPPECANOE
 LB1676  COUNTRY     -  US
 LB1676  USGS QUAD   -  WESTPOINT (2019)
 LB1676
 LB1676                         *CURRENT SURVEY CONTROL
 LB1676  ______________________________________________________________________
 LB1676* NAD 83(1986) POSITION- 40 17 15.     (N) 087 02 22.     (W)   SCALED
 LB1676* NAVD 88 ORTHO HEIGHT -   222.809 (meters)      731.00  (feet) ADJUSTED
 LB1676  ______________________________________________________________________
 LB1676  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 LB1676  DYNAMIC HEIGHT  -        222.699 (meters)      730.64  (feet) COMP
 LB1676  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 LB1676
 LB1676  VERT ORDER      -  SECOND    CLASS 0
 LB1676
 LB1676.The horizontal coordinates were scaled from a map and have
 LB1676.an estimated accuracy of +/- 6 seconds.
 LB1676
 LB1676.The orthometric height was determined by differential leveling and
 LB1676.adjusted by the NATIONAL GEODETIC SURVEY
 LB1676.in June 1991.
 LB1676
 LB1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1676.GEOID18 height accuracy estimate available here.
 LB1676
 LB1676.Click photographs - Photos may exist for this station.
 LB1676
 LB1676.The dynamic height is computed by dividing the NAVD 88
 LB1676.geopotential number by the normal gravity value computed on the
 LB1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1676.degrees latitude (g = 980.6199 gals.).
 LB1676
 LB1676.The modeled gravity was interpolated from observed gravity values.
 LB1676
 LB1676;                    North         East    Units  Estimated Accuracy
 LB1676;SPC IN W     -   559,440.      903,730.      MT  (+/- 180 meters Scaled)
 LB1676
 LB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK966596(NAD 83)
 LB1676
 LB1676                          SUPERSEDED SURVEY CONTROL
 LB1676
 LB1676  NGVD 29 (??/??/92)  222.893  (m)          731.27   (f) ADJ UNCH    2 0
 LB1676
 LB1676.Superseded values are not recommended for survey control.
 LB1676
 LB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1676.See file dsdata.pdf to determine how the superseded data were derived.
 LB1676
 LB1676_MARKER: DB = BENCH MARK DISK
 LB1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1676_SP_SET: BRIDGE
 LB1676_STAMPING: Z 88 1946
 LB1676_MARK LOGO: CGS
 LB1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1676
 LB1676  HISTORY     - Date     Condition        Report By
 LB1676  HISTORY     - 1946     MONUMENTED       CGS
 LB1676
 LB1676                          STATION DESCRIPTION
 LB1676
 LB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1676'1.8 MI E FROM ODELL.
 LB1676'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 LB1676'WITH STATE HIGHWAY 25 AT ODELL, ABOUT 350 FEET WEST OF THE
 LB1676'JUNCTION OF A GRAVEL ROAD LEADING EAST, SET IN THE TOP OF THE
 LB1676'NORTH END OF THE SOUTHWEST WING WALL OF 16 FOOT BRIDGE NO.
 LB1676'28-C-28.44, 13.5 FEET SOUTH OF AND ABOUT 6 INCHES ABOVE THE
 LB1676'CENTER LINE OF THE HIGHWAY, AND 0.4 FOOT SOUTH OF THE CONCRETE
 LB1676'GUARD RAIL OF THE BRIDGE.  A STANDARD DISK, STAMPED Z 88 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB0774 ***********************************************************************
 LB0774  DESIGNATION -  Z 89
 LB0774  PID         -  LB0774
 LB0774  STATE/COUNTY-  IN/TIPPECANOE
 LB0774  COUNTRY     -  US
 LB0774  USGS QUAD   -  LAFAYETTE WEST (2019)
 LB0774
 LB0774                         *CURRENT SURVEY CONTROL
 LB0774  ______________________________________________________________________
 LB0774* NAD 83(1986) POSITION- 40 23 07.     (N) 086 55 21.     (W)   SCALED
 LB0774* NAVD 88 ORTHO HEIGHT -   186.421 (meters)      611.62  (feet) ADJUSTED
 LB0774  ______________________________________________________________________
 LB0774  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 LB0774  DYNAMIC HEIGHT  -        186.330 (meters)      611.32  (feet) COMP
 LB0774  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 LB0774
 LB0774  VERT ORDER      -  SECOND    CLASS 0
 LB0774
 LB0774.The horizontal coordinates were scaled from a map and have
 LB0774.an estimated accuracy of +/- 6 seconds.
 LB0774
 LB0774.The orthometric height was determined by differential leveling and
 LB0774.adjusted by the NATIONAL GEODETIC SURVEY
 LB0774.in June 1991.
 LB0774
 LB0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB0774.GEOID18 height accuracy estimate available here.
 LB0774
 LB0774.Click photographs - Photos may exist for this station.
 LB0774
 LB0774.The dynamic height is computed by dividing the NAVD 88
 LB0774.geopotential number by the normal gravity value computed on the
 LB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0774.degrees latitude (g = 980.6199 gals.).
 LB0774
 LB0774.The modeled gravity was interpolated from observed gravity values.
 LB0774
 LB0774;                    North         East    Units  Estimated Accuracy
 LB0774;SPC IN W     -   570,310.      913,660.      MT  (+/- 180 meters Scaled)
 LB0774
 LB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK065705(NAD 83)
 LB0774
 LB0774                          SUPERSEDED SURVEY CONTROL
 LB0774
 LB0774  NGVD 29 (??/??/92)  186.507  (m)          611.90   (f) ADJ UNCH    2 0
 LB0774
 LB0774.Superseded values are not recommended for survey control.
 LB0774
 LB0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0774.See file dsdata.pdf to determine how the superseded data were derived.
 LB0774
 LB0774_MARKER: DB = BENCH MARK DISK
 LB0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB0774_SP_SET: BOX CULVERT HEADWALL
 LB0774_STAMPING: Z 89 1946
 LB0774_MARK LOGO: CGS
 LB0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0774+STABILITY: SURFACE MOTION
 LB0774
 LB0774  HISTORY     - Date     Condition        Report By
 LB0774  HISTORY     - 1946     MONUMENTED       CGS
 LB0774  HISTORY     - 1965     MARK NOT FOUND   CGS
 LB0774
 LB0774                          STATION DESCRIPTION
 LB0774
 LB0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0774'1.6 MI NE FROM SHADELAND.
 LB0774'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE
 LB0774'PLAINS GRANGE BUILDING AT SHADELAND, ABOUT 1.0 MILE WEST OF THE
 LB0774'JUNCTION OF STATE HIGHWAY 43, SET IN THE WEST END OF THE SOUTH
 LB0774'HEAD WALL OF A 3 FOOT CONCRETE BOX CULVERT, 27 FEET SOUTH OF
 LB0774'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4.5 FEET LOWER THAN
 LB0774'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 89 1946.
 LB0774
 LB0774                          STATION RECOVERY (1965)
 LB0774
 LB0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB0774'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 HZ1664 ***********************************************************************
 HZ1664  DESIGNATION -  Z 9 RESET 1968
 HZ1664  PID         -  HZ1664
 HZ1664  STATE/COUNTY-  IN/JACKSON
 HZ1664  COUNTRY     -  US
 HZ1664  USGS QUAD   -  SEYMOUR (2019)
 HZ1664
 HZ1664                         *CURRENT SURVEY CONTROL
 HZ1664  ______________________________________________________________________
 HZ1664* NAD 83(1986) POSITION- 38 57 35.6    (N) 085 53 25.7    (W)   HD_HELD2
 HZ1664* NAVD 88 ORTHO HEIGHT -   183.62  (meters)      602.4   (feet) RESET
 HZ1664  ______________________________________________________________________
 HZ1664  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 HZ1664  VERT ORDER      -  THIRD
 HZ1664
 HZ1664.The horizontal coordinates were established by autonomous hand held GPS
 HZ1664.observations and have an estimated accuracy of +/- 10 meters.
 HZ1664
 HZ1664.The orthometric height was computed from unverified reset data.
 HZ1664
 HZ1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 HZ1664.GEOID18 height accuracy estimate available here.
 HZ1664
 HZ1664.Click photographs - Photos may exist for this station.
 HZ1664
 HZ1664;                    North         East    Units  Estimated Accuracy
 HZ1664;SPC IN E     -   412,067.       80,602.      MT  (+/- 10 meters HH2 GPS)
 HZ1664
 HZ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9613112910(NAD 83)
 HZ1664
 HZ1664                          SUPERSEDED SURVEY CONTROL
 HZ1664
 HZ1664.No superseded survey control is available for this station.
 HZ1664
 HZ1664_MARKER: DB = BENCH MARK DISK
 HZ1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1664_SP_SET: BUILDING
 HZ1664_STAMPING: Z 9 RESET 1968
 HZ1664_MARK LOGO: CGS
 HZ1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HZ1664+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 HZ1664
 HZ1664  HISTORY     - Date     Condition        Report By
 HZ1664  HISTORY     - 1968     MONUMENTED       CGS
 HZ1664  HISTORY     - 20030915 GOOD             INDIV
 HZ1664
 HZ1664                          STATION DESCRIPTION
 HZ1664
 HZ1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HZ1664'AT SEYMOUR.
 HZ1664'THE DISK IS SET IN A DRILL HOLE IN THE STONE RAILING AT THE
 HZ1664'SOUTH SIDE OF THE STEPS OF THE MAIN AND WEST ENTRANCE TO THE SEYMOUR
 HZ1664'CITY HALL AT 202 CHESTNUT STREET, BETWEEN 2ND AND 3RD STREETS
 HZ1664'NEAR THE CENTER OF TOWN.  IT IS 6 FEET SOUTHWEST OF THE CENTER OF
 HZ1664'THE ENTRANCE, 2 FEET WEST OF THE WEST FACE OF THE BUILDING
 HZ1664'AND 2 1/2 FEET EAST OF THE WEST EDGE OF THE RAIL.  NOTE-- THIS
 HZ1664'MARK WAS SET IN THIS LOCATION AT THE REQUEST OF MAYOR JAMES
 HZ1664'LAUPUS.
 HZ1664
 HZ1664                          STATION RECOVERY (2003)
 HZ1664
 HZ1664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 HZ1664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1623 ***********************************************************************
 LB1623  DESIGNATION -  Z 91
 LB1623  PID         -  LB1623
 LB1623  STATE/COUNTY-  IN/VERMILLION
 LB1623  COUNTRY     -  US
 LB1623  USGS QUAD   -  PERRYSVILLE (2019)
 LB1623
 LB1623                         *CURRENT SURVEY CONTROL
 LB1623  ______________________________________________________________________
 LB1623* NAD 83(1986) POSITION- 40 05 01.     (N) 087 29 58.     (W)   SCALED
 LB1623* NAVD 88 ORTHO HEIGHT -   188.347 (meters)      617.94  (feet) ADJUSTED
 LB1623  ______________________________________________________________________
 LB1623  GEOID HEIGHT    -        -32.743 (meters)                     GEOID18
 LB1623  DYNAMIC HEIGHT  -        188.251 (meters)      617.62  (feet) COMP
 LB1623  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 LB1623
 LB1623  VERT ORDER      -  SECOND    CLASS 0
 LB1623
 LB1623.The horizontal coordinates were scaled from a map and have
 LB1623.an estimated accuracy of +/- 6 seconds.
 LB1623
 LB1623.The orthometric height was determined by differential leveling and
 LB1623.adjusted by the NATIONAL GEODETIC SURVEY
 LB1623.in June 1991.
 LB1623
 LB1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1623.GEOID18 height accuracy estimate available here.
 LB1623
 LB1623.Click photographs - Photos may exist for this station.
 LB1623
 LB1623.The dynamic height is computed by dividing the NAVD 88
 LB1623.geopotential number by the normal gravity value computed on the
 LB1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1623.degrees latitude (g = 980.6199 gals.).
 LB1623
 LB1623.The modeled gravity was interpolated from observed gravity values.
 LB1623
 LB1623;                    North         East    Units  Estimated Accuracy
 LB1623;SPC IN W     -   536,880.      864,510.      MT  (+/- 180 meters Scaled)
 LB1623
 LB1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK574371(NAD 83)
 LB1623
 LB1623                          SUPERSEDED SURVEY CONTROL
 LB1623
 LB1623  NGVD 29 (??/??/92)  188.396  (m)          618.10   (f) ADJ UNCH    2 0
 LB1623
 LB1623.Superseded values are not recommended for survey control.
 LB1623
 LB1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1623.See file dsdata.pdf to determine how the superseded data were derived.
 LB1623
 LB1623_MARKER: DB = BENCH MARK DISK
 LB1623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB1623+WITH SETTING: PAVEMENT
 LB1623_SP_SET: BASE
 LB1623_STAMPING: Z 91 1938
 LB1623_MARK LOGO: CGS
 LB1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1623+STABILITY: SURFACE MOTION
 LB1623
 LB1623  HISTORY     - Date     Condition        Report By
 LB1623  HISTORY     - 1938     MONUMENTED       CGS
 LB1623  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1623
 LB1623                          STATION DESCRIPTION
 LB1623
 LB1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB1623'0.1 MI NW FROM GESSIE.
 LB1623'0.1 MILE NORTHWEST ALONG THE CHICAGO AND EASTERN ILLINOIS RAILWAY
 LB1623'FROM THE STATION AT GESSIE, VERMILLION COUNTY, 2.5 MILES SOUTHEAST
 LB1623'OF THE STATION AT RILEYSBURG, 7 YARDS NORTHWEST OF THE CORNER OF
 LB1623'THE GRAIN ELEVATOR, IN THE CONCRETE BASE OF THE NORTHWEST POST
 LB1623'ON THE NORTHEAST SIDE OF THE RAMP TO THE ELEVATOR, AND 12 YARDS
 LB1623'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED Z 91 1938.
 LB1623
 LB1623                          STATION RECOVERY (1986)
 LB1623
 LB1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1623'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1853 ***********************************************************************
 JZ1853  DESIGNATION -  Z 92
 JZ1853  PID         -  JZ1853
 JZ1853  STATE/COUNTY-  IN/JENNINGS
 JZ1853  COUNTRY     -  US
 JZ1853  USGS QUAD   -  HOLTON (2019)
 JZ1853
 JZ1853                         *CURRENT SURVEY CONTROL
 JZ1853  ______________________________________________________________________
 JZ1853* NAD 83(1986) POSITION- 39 02 33.13   (N) 085 29 44.61   (W)   HD_HELD1
 JZ1853* NAVD 88 ORTHO HEIGHT -   246.589 (meters)      809.02  (feet) POSTED
 JZ1853  ______________________________________________________________________
 JZ1853  GEOID HEIGHT    -        -34.122 (meters)                     GEOID18
 JZ1853  DYNAMIC HEIGHT  -        246.43  (meters)      808.5   (feet) COMP
 JZ1853  MODELED GRAVITY -    979,975.4   (mgal)                       NAVD 88
 JZ1853
 JZ1853  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1853
 JZ1853.The horizontal coordinates were determined by differentially corrected
 JZ1853.hand held GPS observations or other comparable positioning techniques
 JZ1853.and have an estimated accuracy of +/- 3 meters.
 JZ1853
 JZ1853.The orthometric height was determined by differential leveling
 JZ1853.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1853
 JZ1853.* This is a POSTED BENCH MARK height.
 JZ1853
 JZ1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1853.GEOID18 height accuracy estimate available here.
 JZ1853
 JZ1853.Click photographs - Photos may exist for this station.
 JZ1853
 JZ1853.The dynamic height is computed by dividing the NAVD 88
 JZ1853.geopotential number by the normal gravity value computed on the
 JZ1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1853.degrees latitude (g = 980.6199 gals.).
 JZ1853
 JZ1853.The modeled gravity was interpolated from observed gravity values.
 JZ1853
 JZ1853;                    North         East    Units  Estimated Accuracy
 JZ1853;SPC IN E     -   421,232.2     114,798.7     MT  (+/- 3 meters HH1 GPS) 
 JZ1853
 JZ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3018222573(NAD 83)
 JZ1853
 JZ1853                          SUPERSEDED SURVEY CONTROL
 JZ1853
 JZ1853  NGVD 29 (??/??/92)  246.713  (m)          809.42   (f) ADJ UNCH    1 2
 JZ1853
 JZ1853.Superseded values are not recommended for survey control.
 JZ1853
 JZ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1853.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1853
 JZ1853_MARKER: DB = BENCH MARK DISK
 JZ1853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1853_SP_SET: CULVERT HEADWALL
 JZ1853_STAMPING: Z 92 1938
 JZ1853_MARK LOGO: CGS
 JZ1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1853+STABILITY: SURFACE MOTION
 JZ1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1853+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 JZ1853
 JZ1853  HISTORY     - Date     Condition        Report By
 JZ1853  HISTORY     - 1938     MONUMENTED       CGS
 JZ1853  HISTORY     - 20230808 GOOD             INDOT
 JZ1853
 JZ1853                          STATION DESCRIPTION
 JZ1853
 JZ1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1853'7.7 MI E FROM NORTH VERNON.
 JZ1853'7.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ1853'STATION AT NORTH VERNON, JENNINGS COUNTY, 1.1 MILES EAST OF
 JZ1853'BUTLERVILLE, 35 FEET SOUTHWEST OF POLE 64/26, 40 FEET SOUTHWEST OF
 JZ1853'SEMAPHORE E 64-26, 38 FEET SOUTH OF THE SOUTH RAIL, 30 FEET NORTH
 JZ1853'OF THE CENTERLINE OF U.S. HIGHWAY 50, AT A CONCRETE CULVERT, IN
 JZ1853'THE TOP OF THE NORTH HEADWALL, ABOUT 6 INCHES LOWER THAN THE
 JZ1853'HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JZ1853'STAMPED Z 92 1938.
 JZ1853
 JZ1853                          STATION RECOVERY (2023)
 JZ1853
 JZ1853'RECOVERY NOTE BY INDIANA DEPARTMENT OF TRANSPORTATION 2023 (TD)
 JZ1853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JZ1904 ***********************************************************************
 JZ1904  DESIGNATION -  Z 93
 JZ1904  PID         -  JZ1904
 JZ1904  STATE/COUNTY-  IN/RIPLEY
 JZ1904  COUNTRY     -  US
 JZ1904  USGS QUAD   -  PIERCEVILLE (2019)
 JZ1904
 JZ1904                         *CURRENT SURVEY CONTROL
 JZ1904  ______________________________________________________________________
 JZ1904* NAD 83(1986) POSITION- 39 07 31.75   (N) 085 08 02.19   (W)   HD_HELD1
 JZ1904* NAVD 88 ORTHO HEIGHT -   302.850 (meters)      993.60  (feet) POSTED
 JZ1904  ______________________________________________________________________
 JZ1904  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JZ1904  DYNAMIC HEIGHT  -        302.66  (meters)      993.0   (feet) COMP
 JZ1904  MODELED GRAVITY -    979,978.9   (mgal)                       NAVD 88
 JZ1904
 JZ1904  VERT ORDER      -  * POSTED, SEE BELOW
 JZ1904
 JZ1904.The horizontal coordinates were determined by differentially corrected
 JZ1904.hand held GPS observations or other comparable positioning techniques
 JZ1904.and have an estimated accuracy of +/- 3 meters.
 JZ1904
 JZ1904.The orthometric height was determined by differential leveling
 JZ1904.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JZ1904
 JZ1904.* This is a POSTED BENCH MARK height.
 JZ1904
 JZ1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 JZ1904.GEOID18 height accuracy estimate available here.
 JZ1904
 JZ1904.Click photographs - Photos may exist for this station.
 JZ1904
 JZ1904.The dynamic height is computed by dividing the NAVD 88
 JZ1904.geopotential number by the normal gravity value computed on the
 JZ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1904.degrees latitude (g = 980.6199 gals.).
 JZ1904
 JZ1904.The modeled gravity was interpolated from observed gravity values.
 JZ1904
 JZ1904;                    North         East    Units  Estimated Accuracy
 JZ1904;SPC IN E     -   430,562.0     146,065.0     MT  (+/- 3 meters HH1 GPS) 
 JZ1904
 JZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6130532359(NAD 83)
 JZ1904
 JZ1904                          SUPERSEDED SURVEY CONTROL
 JZ1904
 JZ1904  NGVD 29 (??/??/92)  303.010  (m)          994.13   (f) ADJ UNCH    1 2
 JZ1904
 JZ1904.Superseded values are not recommended for survey control.
 JZ1904
 JZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1904.See file dsdata.pdf to determine how the superseded data were derived.
 JZ1904
 JZ1904_MARKER: DB = BENCH MARK DISK
 JZ1904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1904_SP_SET: WATER TANK BASE
 JZ1904_STAMPING: Z 93 1938
 JZ1904_MARK LOGO: CGS
 JZ1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1904
 JZ1904  HISTORY     - Date     Condition        Report By
 JZ1904  HISTORY     - 1938     MONUMENTED       CGS
 JZ1904
 JZ1904                          STATION DESCRIPTION
 JZ1904
 JZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JZ1904'AT MILAN.
 JZ1904'AT MILAN, RIPLEY COUNTY, 0.2 MILE NORTH OF THE BALTIMORE AND
 JZ1904'OHIO RAILROAD STATION, 0.2 MILE WEST OF STATE HIGHWAY 350, AT THE
 JZ1904'INTERSECTION OF RIPLEY AND VINE STREETS, ABOUT 110 YARDS WEST OF
 JZ1904'A CHURCH, AT THE MUNICIPAL WATER TANK, IN THE TOP OF THE CONCRETE
 JZ1904'BASE OF THE SOUTHWEST COLUMN, AND 10 YARDS EAST OF THE CENTERLINE
 JZ1904'OF THE ROAD.  A STANDARD DISK, STAMPED Z 93 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1711 ***********************************************************************
 LB1711  DESIGNATION -  Z 94
 LB1711  PID         -  LB1711
 LB1711  STATE/COUNTY-  IN/WARREN
 LB1711  COUNTRY     -  US
 LB1711  USGS QUAD   -  OTTERBEIN (2019)
 LB1711
 LB1711                         *CURRENT SURVEY CONTROL
 LB1711  ______________________________________________________________________
 LB1711* NAD 83(1986) POSITION- 40 27 38.     (N) 087 05 34.     (W)   SCALED
 LB1711* NAVD 88 ORTHO HEIGHT -   213.940 (meters)      701.90  (feet) ADJUSTED
 LB1711  ______________________________________________________________________
 LB1711  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 LB1711  DYNAMIC HEIGHT  -        213.835 (meters)      701.56  (feet) COMP
 LB1711  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 LB1711
 LB1711  VERT ORDER      -  SECOND    CLASS 0
 LB1711
 LB1711.The horizontal coordinates were scaled from a map and have
 LB1711.an estimated accuracy of +/- 6 seconds.
 LB1711
 LB1711.The orthometric height was determined by differential leveling and
 LB1711.adjusted by the NATIONAL GEODETIC SURVEY
 LB1711.in June 1991.
 LB1711
 LB1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1711.GEOID18 height accuracy estimate available here.
 LB1711
 LB1711.Click photographs - Photos may exist for this station.
 LB1711
 LB1711.The dynamic height is computed by dividing the NAVD 88
 LB1711.geopotential number by the normal gravity value computed on the
 LB1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1711.degrees latitude (g = 980.6199 gals.).
 LB1711
 LB1711.The modeled gravity was interpolated from observed gravity values.
 LB1711
 LB1711;                    North         East    Units  Estimated Accuracy
 LB1711;SPC IN W     -   578,660.      899,200.      MT  (+/- 180 meters Scaled)
 LB1711
 LB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK921788(NAD 83)
 LB1711
 LB1711                          SUPERSEDED SURVEY CONTROL
 LB1711
 LB1711  NGVD 29 (??/??/92)  214.015  (m)          702.15   (f) ADJ UNCH    2 0
 LB1711
 LB1711.Superseded values are not recommended for survey control.
 LB1711
 LB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1711.See file dsdata.pdf to determine how the superseded data were derived.
 LB1711
 LB1711_MARKER: DB = BENCH MARK DISK
 LB1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1711_STAMPING: Z 94 1946
 LB1711_MARK LOGO: CGS
 LB1711_PROJECTION: PROJECTING 15 CENTIMETERS
 LB1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1711+STABILITY: SURFACE MOTION
 LB1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1711+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2018
 LB1711
 LB1711  HISTORY     - Date     Condition        Report By
 LB1711  HISTORY     - 1946     MONUMENTED       CGS
 LB1711  HISTORY     - 20181112 GOOD             INDIV
 LB1711
 LB1711                          STATION DESCRIPTION
 LB1711
 LB1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1711'1.9 MI S FROM OTTERBEIN.
 LB1711'ABOUT 1.9 MILES SOUTH ALONG A ROAD LEADING TO STATE HIGHWAY
 LB1711'26 FROM THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD STATION AT
 LB1711'OTTERBEIN, 1.0 MILE NORTH OF STATE HIGHWAY 26, 0.5 MILE SOUTH OF A
 LB1711'CROSS ROAD, ABOUT 0.25 MILE SOUTH OF A DRIVE WAY LEADING TO A
 LB1711'TWO STORY HOUSE, ABOUT 80 FEET EAST-SOUTHEAST OF A 12 INCH ASH
 LB1711'TREE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 LB1711'SOUTHWEST OF A FENCE CORNER POST, 2 FEET SOUTH OF A SMALL BOULDER,
 LB1711'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LB1711'ROAD, AND SET AT THE NORTHEAST CORNER OF A CULTIVATED FIELD.
 LB1711'A STANDARD DISK, STAMPED Z 94 1946 AND SET IN THE TOP OF A CONCRETE
 LB1711'POST PROJECTING 6 INCHES ABOVE GROUND.
 LB1711
 LB1711                          STATION RECOVERY (2018)
 LB1711
 LB1711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BLN)
 LB1711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1707 ***********************************************************************
 LB1707  DESIGNATION -  Z 96
 LB1707  PID         -  LB1707
 LB1707  STATE/COUNTY-  IN/FOUNTAIN
 LB1707  COUNTRY     -  US
 LB1707  USGS QUAD   -  MELLOTT (2019)
 LB1707
 LB1707                         *CURRENT SURVEY CONTROL
 LB1707  ______________________________________________________________________
 LB1707* NAD 83(1986) POSITION- 40 14 11.93   (N) 087 12 36.47   (W)   HD_HELD1
 LB1707* NAVD 88 ORTHO HEIGHT -   199.569 (meters)      654.75  (feet) ADJUSTED
 LB1707  ______________________________________________________________________
 LB1707  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 LB1707  DYNAMIC HEIGHT  -        199.467 (meters)      654.42  (feet) COMP
 LB1707  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 LB1707
 LB1707  VERT ORDER      -  SECOND    CLASS 0
 LB1707
 LB1707.The horizontal coordinates were determined by differentially corrected
 LB1707.hand held GPS observations or other comparable positioning techniques
 LB1707.and have an estimated accuracy of +/- 3 meters.
 LB1707
 LB1707.The orthometric height was determined by differential leveling and
 LB1707.adjusted by the NATIONAL GEODETIC SURVEY
 LB1707.in June 1991.
 LB1707
 LB1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1707.GEOID18 height accuracy estimate available here.
 LB1707
 LB1707.Click photographs - Photos may exist for this station.
 LB1707
 LB1707.The dynamic height is computed by dividing the NAVD 88
 LB1707.geopotential number by the normal gravity value computed on the
 LB1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1707.degrees latitude (g = 980.6199 gals.).
 LB1707
 LB1707.The modeled gravity was interpolated from observed gravity values.
 LB1707
 LB1707;                    North         East    Units  Estimated Accuracy
 LB1707;SPC IN W     -   553,801.0     889,210.1     MT  (+/- 3 meters HH1 GPS) 
 LB1707
 LB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8212554044(NAD 83)
 LB1707
 LB1707                          SUPERSEDED SURVEY CONTROL
 LB1707
 LB1707  NGVD 29 (??/??/92)  199.645  (m)          655.00   (f) ADJ UNCH    2 0
 LB1707
 LB1707.Superseded values are not recommended for survey control.
 LB1707
 LB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1707.See file dsdata.pdf to determine how the superseded data were derived.
 LB1707
 LB1707_MARKER: DB = BENCH MARK DISK
 LB1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1707_STAMPING: Z 96 1946
 LB1707_MARK LOGO: CGS
 LB1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1707+STABILITY: SURFACE MOTION
 LB1707
 LB1707  HISTORY     - Date     Condition        Report By
 LB1707  HISTORY     - 1946     MONUMENTED       CGS
 LB1707
 LB1707                          STATION DESCRIPTION
 LB1707
 LB1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1707'1.8 MI SE FROM ROB ROY.
 LB1707'ABOUT 1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM ITS
 LB1707'JUNCTION WITH U.S. HIGHWAY 41 AT ROB ROY, 0.25 MILE EAST OF A
 LB1707'GRAVEL ROAD NORTH, 0.25 MILE WEST OF A GRAVEL ROAD NORTH, ON
 LB1707'THE SOUTH EDGE OF A CULTIVATED FIELD, ON A FENCE LINE, 41 FEET
 LB1707'NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF POWER
 LB1707'POLE NO. 142-241, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LB1707'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LB1707'DISK, STAMPED Z 96 1946 AND SET IN THE TOP OF A CONCRETE POST
 LB1707'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1533 ***********************************************************************
 LB1533  DESIGNATION -  Z 97
 LB1533  PID         -  LB1533
 LB1533  STATE/COUNTY-  IN/FOUNTAIN
 LB1533  COUNTRY     -  US
 LB1533  USGS QUAD   -  ATTICA (2019)
 LB1533
 LB1533                         *CURRENT SURVEY CONTROL
 LB1533  ______________________________________________________________________
 LB1533* NAD 83(1986) POSITION- 40 15 28.91   (N) 087 14 35.34   (W)   HD_HELD1
 LB1533* NAVD 88 ORTHO HEIGHT -   196.598 (meters)      645.01  (feet) ADJUSTED
 LB1533  ______________________________________________________________________
 LB1533  GEOID HEIGHT    -        -33.251 (meters)                     GEOID18
 LB1533  DYNAMIC HEIGHT  -        196.499 (meters)      644.68  (feet) COMP
 LB1533  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 LB1533
 LB1533  VERT ORDER      -  SECOND    CLASS 0
 LB1533
 LB1533.The horizontal coordinates were determined by differentially corrected
 LB1533.hand held GPS observations or other comparable positioning techniques
 LB1533.and have an estimated accuracy of +/- 3 meters.
 LB1533
 LB1533.The orthometric height was determined by differential leveling and
 LB1533.adjusted by the NATIONAL GEODETIC SURVEY
 LB1533.in June 1991.
 LB1533
 LB1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1533.GEOID18 height accuracy estimate available here.
 LB1533
 LB1533.Click photographs - Photos may exist for this station.
 LB1533
 LB1533.The dynamic height is computed by dividing the NAVD 88
 LB1533.geopotential number by the normal gravity value computed on the
 LB1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1533.degrees latitude (g = 980.6199 gals.).
 LB1533
 LB1533.The modeled gravity was interpolated from observed gravity values.
 LB1533
 LB1533;                    North         East    Units  Estimated Accuracy
 LB1533;SPC IN W     -   556,179.9     886,404.6     MT  (+/- 3 meters HH1 GPS) 
 LB1533
 LB1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7932356425(NAD 83)
 LB1533
 LB1533                          SUPERSEDED SURVEY CONTROL
 LB1533
 LB1533  NGVD 29 (??/??/92)  196.671  (m)          645.24   (f) ADJ UNCH    2 0
 LB1533
 LB1533.Superseded values are not recommended for survey control.
 LB1533
 LB1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1533.See file dsdata.pdf to determine how the superseded data were derived.
 LB1533
 LB1533_MARKER: DB = BENCH MARK DISK
 LB1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1533_STAMPING: Z 97 1946
 LB1533_MARK LOGO: CGS
 LB1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1533+STABILITY: SURFACE MOTION
 LB1533
 LB1533  HISTORY     - Date     Condition        Report By
 LB1533  HISTORY     - 1946     MONUMENTED       CGS
 LB1533
 LB1533                          STATION DESCRIPTION
 LB1533
 LB1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1533'2.6 MI S FROM ATTICA.
 LB1533'ABOUT 2.65 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 LB1533'AT ATTICA, 0.4 MILE NORTH OF THE ENTRANCE TO THE ATTICA FLYING
 LB1533'SERVICE AIR FIELD, AT THE NORTHWEST CORNER OF THE FIELD, AT THE
 LB1533'JUNCTION OF A GRAVEL ROAD LEADING EAST, 57 FEET SOUTH OF THE
 LB1533'CENTER LINE OF THE GRAVEL ROAD, 52 FEET EAST OF THE CENTER LINE
 LB1533'OF HIGHWAY 41, 2 FEET EAST OF POWER POLE NO. 142-126, 2 FEET
 LB1533'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE
 LB1533'THE ROAD.  A STANDARD DISK, STAMPED Z 97 1946 AND SET IN THE
 LB1533'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1552 ***********************************************************************
 LB1552  DESIGNATION -  Z 98 RESET
 LB1552  PID         -  LB1552
 LB1552  STATE/COUNTY-  IN/WARREN
 LB1552  COUNTRY     -  US
 LB1552  USGS QUAD   -  TAB (2019)
 LB1552
 LB1552                         *CURRENT SURVEY CONTROL
 LB1552  ______________________________________________________________________
 LB1552* NAD 83(1986) POSITION- 40 27 44.     (N) 087 22 45.     (W)   SCALED
 LB1552* NAVD 88 ORTHO HEIGHT -   224.49  (meters)      736.5   (feet) RESET
 LB1552  ______________________________________________________________________
 LB1552  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 LB1552  VERT ORDER      -  THIRD
 LB1552
 LB1552.The horizontal coordinates were scaled from a map and have
 LB1552.an estimated accuracy of +/- 6 seconds.
 LB1552
 LB1552.The orthometric height was computed from unverified reset data.
 LB1552
 LB1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1552.GEOID18 height accuracy estimate available here.
 LB1552
 LB1552.Click photographs - Photos may exist for this station.
 LB1552
 LB1552;                    North         East    Units  Estimated Accuracy
 LB1552;SPC IN W     -   578,880.      874,910.      MT  (+/- 180 meters Scaled)
 LB1552
 LB1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK678791(NAD 83)
 LB1552
 LB1552                          SUPERSEDED SURVEY CONTROL
 LB1552
 LB1552  NGVD 29 (08/22/16)  224.55   (m)          736.7    (f) RESET       3  
 LB1552
 LB1552.Superseded values are not recommended for survey control.
 LB1552
 LB1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1552.See file dsdata.pdf to determine how the superseded data were derived.
 LB1552
 LB1552_MARKER: DV = VERTICAL CONTROL DISK
 LB1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1552_STAMPING: Z 98 RESET 1974
 LB1552_MARK LOGO: NGS
 LB1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1552+STABILITY: SURFACE MOTION
 LB1552
 LB1552  HISTORY     - Date     Condition        Report By
 LB1552  HISTORY     - 1974     MONUMENTED       NGS
 LB1552
 LB1552                          STATION DESCRIPTION
 LB1552
 LB1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LB1552'4.2 MI S FROM BOSWELL.
 LB1552'4.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 LB1552'STATE HIGHWAY 152 AT BOSWELL, 60 FEET NORTH OF THE CENTERLINE
 LB1552'OF STATE HIGHWAY 26, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT
 LB1552'SOUTH OF RIGHT-OF-WAY FENCE AND ABOUT 400 FEET WEST OF HIGHWAY
 LB1552'41.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LB1552'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LB1579 ***********************************************************************
 LB1579  DESIGNATION -  Z 99
 LB1579  PID         -  LB1579
 LB1579  STATE/COUNTY-  IN/WARREN
 LB1579  COUNTRY     -  US
 LB1579  USGS QUAD   -  COVINGTON (2019)
 LB1579
 LB1579                         *CURRENT SURVEY CONTROL
 LB1579  ______________________________________________________________________
 LB1579* NAD 83(1986) POSITION- 40 08 54.     (N) 087 26 44.     (W)   SCALED
 LB1579* NAVD 88 ORTHO HEIGHT -   174.367 (meters)      572.07  (feet) ADJUSTED
 LB1579  ______________________________________________________________________
 LB1579  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 LB1579  DYNAMIC HEIGHT  -        174.278 (meters)      571.78  (feet) COMP
 LB1579  MODELED GRAVITY -    980,112.9   (mgal)                       NAVD 88
 LB1579
 LB1579  VERT ORDER      -  SECOND    CLASS 0
 LB1579
 LB1579.The horizontal coordinates were scaled from a map and have
 LB1579.an estimated accuracy of +/- 6 seconds.
 LB1579
 LB1579.The orthometric height was determined by differential leveling and
 LB1579.adjusted by the NATIONAL GEODETIC SURVEY
 LB1579.in June 1991.
 LB1579
 LB1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LB1579.GEOID18 height accuracy estimate available here.
 LB1579
 LB1579.Click photographs - Photos may exist for this station.
 LB1579
 LB1579.The dynamic height is computed by dividing the NAVD 88
 LB1579.geopotential number by the normal gravity value computed on the
 LB1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1579.degrees latitude (g = 980.6199 gals.).
 LB1579
 LB1579.The modeled gravity was interpolated from observed gravity values.
 LB1579
 LB1579;                    North         East    Units  Estimated Accuracy
 LB1579;SPC IN W     -   544,050.      869,140.      MT  (+/- 180 meters Scaled)
 LB1579
 LB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK620443(NAD 83)
 LB1579
 LB1579                          SUPERSEDED SURVEY CONTROL
 LB1579
 LB1579  NGVD 29 (??/??/92)  174.425  (m)          572.26   (f) ADJ UNCH    2 0
 LB1579
 LB1579.Superseded values are not recommended for survey control.
 LB1579
 LB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1579.See file dsdata.pdf to determine how the superseded data were derived.
 LB1579
 LB1579_MARKER: DB = BENCH MARK DISK
 LB1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1579_STAMPING: Z 99 1946
 LB1579_MARK LOGO: CGS
 LB1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1579+STABILITY: SURFACE MOTION
 LB1579
 LB1579  HISTORY     - Date     Condition        Report By
 LB1579  HISTORY     - 1946     MONUMENTED       CGS
 LB1579  HISTORY     - 1957     MARK NOT FOUND   CGS
 LB1579
 LB1579                          STATION DESCRIPTION
 LB1579
 LB1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1579'3.2 MI NW FROM COVINGTON.
 LB1579'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 34 FROM THE
 LB1579'COURT HOUSE AT COVINGTON, THENCE ABOUT 0.5 MILE NORTH ALONG
 LB1579'STATE HIGHWAY 63, AT THE CROSSING OF THE PEORIA AND EASTERN
 LB1579'RAILWAY, 55 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 48 FEET
 LB1579'EAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF A
 LB1579'FENCE CORNER POST, 2 FEET WEST OF THE FENCE LINE, AND ABOUT 2.5
 LB1579'FEET BELOW THE TRACK.  A STANDARD DISK, STAMPED Z 99 1946 AND
 LB1579'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LB1579'GROUND.  NOTE-- THE MARK IS LOCATED ON AN ABANDONED SECTION
 LB1579'OF PEORIA AND EASTERN RAILWAY ON PROPERTY OWNED BY THE OLIN
 LB1579'MATTHISON CORP. AND MUCH GRADING IS EVIDENT IN THIS AREA.
 LB1579
 LB1579                          STATION RECOVERY (1957)
 LB1579
 LB1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LB1579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2039 ***********************************************************************
 LA2039  DESIGNATION -  ZANESVILLE
 LA2039  PID         -  LA2039
 LA2039  STATE/COUNTY-  IN/ALLEN
 LA2039  COUNTRY     -  US
 LA2039  USGS QUAD   -  ZANESVILLE (2019)
 LA2039
 LA2039                         *CURRENT SURVEY CONTROL
 LA2039  ______________________________________________________________________
 LA2039* NAD 83(1997) POSITION- 40 55 59.61774(N) 085 16 21.81988(W)   ADJUSTED
 LA2039* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 LA2039  ______________________________________________________________________
 LA2039  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 LA2039  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 LA2039  HORZ ORDER      -  FIRST
 LA2039
 LA2039.The horizontal coordinates were established by classical geodetic methods
 LA2039.and adjusted by the National Geodetic Survey in May 1999.
 LA2039
 LA2039.The orthometric height was scaled from a topographic map.
 LA2039
 LA2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2039.GEOID18 height accuracy estimate available here.
 LA2039
 LA2039.Click photographs - Photos may exist for this station.
 LA2039
 LA2039.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2039
 LA2039. The following values were computed from the NAD 83(1997) position.
 LA2039
 LA2039;                    North         East     Units Scale Factor Converg.
 LA2039;SPC IN E     -   631,217.826   133,176.482   MT  0.99998021   +0 15 29.2
 LA2039;SPC IN E     - 2,070,920.48    436,929.84   sFT  0.99998021   +0 15 29.2
 LA2039;UTM  16      - 4,532,781.005   645,415.906   MT  0.99986026   +1 07 54.7
 LA2039
 LA2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2039!SPC IN E     -   0.99996592  x   0.99998021  =   0.99994613
 LA2039!UTM  16      -   0.99996592  x   0.99986026  =   0.99982618
 LA2039
 LA2039:                Primary Azimuth Mark                     Grid Az
 LA2039:SPC IN E     -  ZANESVILLE AZ MK                         114 13 51.2
 LA2039:UTM  16      -  ZANESVILLE AZ MK                         113 21 25.7
 LA2039
 LA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4541532781(NAD 83)
 LA2039
 LA2039|---------------------------------------------------------------------|
 LA2039| PID    Reference Object                     Distance      Geod. Az  |
 LA2039|                                                           dddmmss.s |
 LA2039| MD1565 WAYNEDALE MUNICIPAL TANK            APPROX.12.7 KM 0411825.6 |
 LA2039| CC9678 ZANESVILLE AZ MK                                   1142920.4 |
 LA2039| CC9680 ZANESVILLE RM 1                      33.622 METERS 19510     |
 LA2039| CC9681 ZANESVILLE RM 2                      27.282 METERS 29319     |
 LA2039|---------------------------------------------------------------------|
 LA2039
 LA2039                          SUPERSEDED SURVEY CONTROL
 LA2039
 LA2039  NAD 83(1995)-  40 55 59.61823(N)    085 16 21.82626(W) AD(       ) 1
 LA2039  NAD 83(1986)-  40 55 59.62036(N)    085 16 21.83373(W) AD(       ) 1
 LA2039  NAD 27      -  40 55 59.44500(N)    085 16 21.93540(W) AD(       ) 1
 LA2039
 LA2039.Superseded values are not recommended for survey control.
 LA2039
 LA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2039.See file dsdata.pdf to determine how the superseded data were derived.
 LA2039
 LA2039_MARKER: DS = TRIANGULATION STATION DISK
 LA2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2039_STAMPING: ZANESVILLE 1946
 LA2039_MARK LOGO: CGS
 LA2039_PROJECTION: FLUSH
 LA2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2039+STABILITY: SURFACE MOTION
 LA2039
 LA2039  HISTORY     - Date     Condition        Report By
 LA2039  HISTORY     - 1946     MONUMENTED       CGS
 LA2039  HISTORY     - 1948     GOOD             CGS
 LA2039  HISTORY     - 1955     GOOD             CGS
 LA2039  HISTORY     - 1970     GOOD             NGS
 LA2039  HISTORY     - 20060104 MARK NOT FOUND   INDIV
 LA2039
 LA2039                          STATION DESCRIPTION
 LA2039
 LA2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 LA2039'STATION IS LOCATED ABOUT 2 MILES NORTH OF ZANESVILLE, 5 MILES
 LA2039'EAST-SOUTHEAST OF ROANOKE
 LA2039'AND ABOUT 8.5 MILES SOUTH OF WAYNEDALE IN THE NORTHEAST CORNER OF A
 LA2039'FARM LOT OWNED BY SARAH BAILEY.  IT
 LA2039'IS 67.5 FEET NORTHEAST OF THE BARN, 28 FEET SOUTH OF AN EAST-WEST
 LA2039'FENCE AND 27 FEET WEST OF THE WEST
 LA2039'RIGHT-OF-WAY FENCELINE OF STATE HIGHWAY 3.  THE MARK IS
 LA2039'FLUSH AND THE DISK IS STAMPED ZANESVILLE 1946.
 LA2039'
 LA2039'REFERENCE MARK NO. 1 IS 110.32 FEET SOUTH OF THE STATION.  IT IS 44.3
 LA2039'FEET EAST OF THE SOUTHEAST CORNER
 LA2039'OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED ZANESVILLE NO
 LA2039'1 1946.
 LA2039'
 LA2039'REFERENCE MARK NO. 2 IS 89.48 FEET WEST OF THE STATION.  IT IS 60.5
 LA2039'FEET NORTH OF THE CENTER OF THE
 LA2039'BARN AND 3 FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 LA2039'DISK IS STAMPED ZANESVILLE NO 2 1946.
 LA2039'
 LA2039'AZIMUTH MARK IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE STATION ON THE
 LA2039'SOUTH SIDE OF A GRAVEL ROAD.
 LA2039'IT IS 22 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, ONE FOOT
 LA2039'NORTH OF A FENCE
 LA2039'AND 1.5 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 LA2039'INCHES AND THE DISK IS STAMPED
 LA2039'ZANESVILLE 1946.
 LA2039'
 LA2039'TO REACH THE STATION FROM WAYNEDALE GO WEST AND SOUTH ON STATE
 LA2039'HIGHWAY 3 FOR 8.4 MILES TO
 LA2039'MRS. BAILEYS FARM ON THE RIGHT AND STATION.  CONTINUE 0.1 MILE TO A
 LA2039'CROSSROAD, TURN LEFT AND GO 0.3 MILE
 LA2039'TO A WHITE HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 LA2039'
 LA2039'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 LA2039
 LA2039                          STATION RECOVERY (1948)
 LA2039
 LA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2039'STATION WAS RECOVERED AS DESCRIBED AND ALL
 LA2039'MARKS WERE FOUND
 LA2039'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 LA2039'
 LA2039'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2039
 LA2039                          STATION RECOVERY (1955)
 LA2039
 LA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2039'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AND
 LA2039'FOUND IN GOOD CONDITION.  A
 LA2039'DIFFERENCE IN DISTANCE TO REFERENCE MARK 2 WAS NOTED.  EXCEPT FOR THE
 LA2039'AFORE MENTIONED THE ORIGINAL
 LA2039'DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2039
 LA2039                          STATION RECOVERY (1970)
 LA2039
 LA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 LA2039'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LA2039'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LA2039'
 LA2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 LA2039'OF ZANESVILLE.
 LA2039
 LA2039                          STATION RECOVERY (2006)
 LA2039
 LA2039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DAB)
 LA2039'STATION COORDINATES PLACE IT IN GRAVEL PARKING AREA.  REFERENCE MARK 1
 LA2039'LOOKED FOR, NOT FOUND.  REFERENCE MARK 2 LOCATED UNDER PARKED HOUSE
 LA2039'TRAILERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME2300 ***********************************************************************
 ME2300  DESIGNATION -  ZANNER
 ME2300  PID         -  ME2300
 ME2300  STATE/COUNTY-  IN/MARSHALL
 ME2300  COUNTRY     -  US
 ME2300  USGS QUAD   -  RUTLAND (2019)
 ME2300
 ME2300                         *CURRENT SURVEY CONTROL
 ME2300  ______________________________________________________________________
 ME2300* NAD 83(1997) POSITION- 41 14 16.44872(N) 086 19 27.23204(W)   ADJUSTED
 ME2300* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 ME2300  ______________________________________________________________________
 ME2300  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 ME2300  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 ME2300  HORZ ORDER      -  SECOND
 ME2300
 ME2300.The horizontal coordinates were established by classical geodetic methods
 ME2300.and adjusted by the National Geodetic Survey in May 1999.
 ME2300
 ME2300.The orthometric height was scaled from a topographic map.
 ME2300
 ME2300.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME2300.GEOID18 height accuracy estimate available here.
 ME2300
 ME2300.Click photographs - Photos may exist for this station.
 ME2300
 ME2300.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME2300
 ME2300. The following values were computed from the NAD 83(1997) position.
 ME2300
 ME2300;                    North         East     Units Scale Factor Converg.
 ME2300;SPC IN E     -   665,186.372    44,876.774   MT  1.00000405   -0 26 00.5
 ME2300;SPC IN E     - 2,182,365.62    147,233.22   sFT  1.00000405   -0 26 00.5
 ME2300;UTM  16      - 4,565,387.175   556,628.529   MT  0.99963947   +0 26 43.7
 ME2300
 ME2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2300!SPC IN E     -   0.99996688  x   1.00000405  =   0.99997093
 ME2300!UTM  16      -   0.99996688  x   0.99963947  =   0.99960636
 ME2300
 ME2300:                Primary Azimuth Mark                     Grid Az
 ME2300:SPC IN E     -  ZANNER AZ MK                             092 16 40.5
 ME2300:UTM  16      -  ZANNER AZ MK                             091 23 56.3
 ME2300
 ME2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5662865387(NAD 83)
 ME2300
 ME2300|---------------------------------------------------------------------|
 ME2300| PID    Reference Object                     Distance      Geod. Az  |
 ME2300|                                                           dddmmss.s |
 ME2300| ME2336 PLYMOUTH N IND PUB SERVICE RAD      APPROX.11.2 KM 0040616.7 |
 ME2300| ME2335 PLYMOUTH CO CTHSE CLOCK TOWER       APPROX.11.8 KM 0051200.8 |
 ME2300| ME2331 PLYMOUTH MUNICIPAL TANK             APPROX.11.3 KM 0061749.7 |
 ME2300| ME2332 PLYMOUTH MUN WATER WORKS STK        APPROX.11.3 KM 0063353.5 |
 ME2300| CM4053 ZANNER AZ MK                                       0915040.0 |
 ME2300| ME2296 ARGOS MUNICIPAL TANK                APPROX. 6.5 KM 0915441.4 |
 ME2300| CM4054 ZANNER RM 1                          35.802 METERS 09513     |
 ME2300| CM4055 ZANNER RM 2                          33.912 METERS 26249     |
 ME2300|---------------------------------------------------------------------|
 ME2300
 ME2300                          SUPERSEDED SURVEY CONTROL
 ME2300
 ME2300  NAD 83(1986)-  41 14 16.45432(N)    086 19 27.24018(W) AD(       ) 2
 ME2300  NAD 27      -  41 14 16.30340(N)    086 19 27.22090(W) AD(       ) 2
 ME2300
 ME2300.Superseded values are not recommended for survey control.
 ME2300
 ME2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2300.See file dsdata.pdf to determine how the superseded data were derived.
 ME2300
 ME2300_MARKER: DS = TRIANGULATION STATION DISK
 ME2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2300_STAMPING: ZANNER 1952
 ME2300_MARK LOGO: CGS
 ME2300_PROJECTION: RECESSED 30 CENTIMETERS
 ME2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2300+STABILITY: SURFACE MOTION
 ME2300
 ME2300  HISTORY     - Date     Condition        Report By
 ME2300  HISTORY     - 1952     MONUMENTED       CGS
 ME2300  HISTORY     - 1974     GOOD             BRADY
 ME2300  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME2300  HISTORY     - 19940811 MARK NOT FOUND   USPSQD
 ME2300
 ME2300                          STATION DESCRIPTION
 ME2300
 ME2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2300'STATION IS LOCATED 4 MILES WEST ARGOS ON THE NORTH SIDE OF STATE
 ME2300'HIGHWAY 10 AND ON PROPERTY OWNED BY HERBERT ZANNER.  IT IS 200 FEET
 ME2300'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 175 FEET NORTHWEST OF
 ME2300'THE NORTHWEST CORNER OF A BARN, 37 FEET NORTH OF THE CENTER OF STATE
 ME2300'HIGHWAY 10, 14 FEET NORTHEAST OF A WHITE WITNESS POST AND TELEPHONE
 ME2300'POLE AND 12 FEET NORTH OF A FENCE LINE.  THE MARK IS 12 INCHES BELOW
 ME2300'THE SURFACE AND THE DISK IS STAMPED ZANNER 1952.
 ME2300'
 ME2300'REFERENCE MARK NO. 1 IS 95 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2300'THE BARN, 30 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH
 ME2300'OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ZANNER
 ME2300'NO 1 1952.
 ME2300'
 ME2300'REFERENCE MARK NO. 2 IS 65 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ME2300'HOUSE, 20 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF
 ME2300'THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ZANNER NO 2
 ME2300'1952.
 ME2300'
 ME2300'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT
 ME2300'NORTH OF A FENCE LINE AND 1 FOOT WEST OF A WHITE WITNESS POST AND
 ME2300'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2300'ZANNER 1952.
 ME2300'
 ME2300'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND
 ME2300'U.S. HIGHWAY 31 IN ARGOS, GO WEST ON HIGHWAY 10 FOR 3.8 MILES TO THE
 ME2300'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON THE HIGHWAY FOR
 ME2300'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2300'
 ME2300'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 ME2300
 ME2300                          STATION RECOVERY (1974)
 ME2300
 ME2300'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (KM)
 ME2300'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 ME2300'CONDITION.  THE PROPERTY IS NOW OWNED BY ORVILLE VOREIS.  THE STATION
 ME2300'IS IN A FIELD, SO WE DID NOT SET A WITNESS POST.
 ME2300
 ME2300                          STATION RECOVERY (1984)
 ME2300
 ME2300'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2300'REFERENCE MARK NO. 1 IS ABOUT 72 YARDS WEST OF THE CENTERLINE OF
 ME2300'NUTMEG ROAD (A TEE ROAD RUNNING NORTH) ALONG STATE HIGHWAY 10, 26.5
 ME2300'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 ME2300'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST AND 126 FEET EAST OF A
 ME2300'4.5 FOOT HIGH IRON RAIL GATE POST (THE EAST OF TWO)  SET IN A 2 FOOT
 ME2300'DIAMETER CONCRETE BASE.  THE MARK IS FLUSH.
 ME2300'
 ME2300'RM 2 IS 1.5 FEET NORTH OF A METAL WITNESS POST, 101.5 FEET WEST OF A
 ME2300'4.5 FOOT HIGH IRON RAIL GATE POST (EAST OF TWO)  SET IN A 2 FOOT
 ME2300'DIAMETER CONCRETE BASE.
 ME2300'
 ME2300'AZ MARK IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 6 FEET WEST OF
 ME2300'NIPSCO POWER POLE NO. 783/141, ABOUT 37 YARDS EAST OF A TREE, ABOUT
 ME2300'134 YARDS EAST OF A 4.5 FOOT HIGH IRON RAIL FENCE CORNER POST AT 13599
 ME2300'STATE ROAD 10.
 ME2300
 ME2300                          STATION RECOVERY (1994)
 ME2300
 ME2300'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AA6382 ***********************************************************************
 AA6382  FBN         -  This is a Federal Base Network Control Station.
 AA6382  DESIGNATION -  ZID A
 AA6382  PID         -  AA6382
 AA6382  STATE/COUNTY-  IN/MARION
 AA6382  COUNTRY     -  US
 AA6382  USGS QUAD   -  BRIDGEPORT (2019)
 AA6382
 AA6382                         *CURRENT SURVEY CONTROL
 AA6382  ______________________________________________________________________
 AA6382* NAD 83(2011) POSITION- 39 44 22.56161(N) 086 16 47.56232(W)   ADJUSTED
 AA6382* NAD 83(2011) ELLIP HT-   208.685 (meters)        (06/27/12)   ADJUSTED
 AA6382* NAD 83(2011) EPOCH   -  2010.00
 AA6382* NAVD 88 ORTHO HEIGHT -   241.925 (meters)      793.72  (feet) ADJUSTED
 AA6382  ______________________________________________________________________
 AA6382  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 AA6382  NAD 83(2011) X  -    318,665.344 (meters)                     COMP
 AA6382  NAD 83(2011) Y  - -4,901,053.566 (meters)                     COMP
 AA6382  NAD 83(2011) Z  -  4,055,928.402 (meters)                     COMP
 AA6382  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 AA6382  DYNAMIC HEIGHT  -        241.795 (meters)      793.29  (feet) COMP
 AA6382  MODELED GRAVITY -    980,082.7   (mgal)                       NAVD 88
 AA6382
 AA6382  VERT ORDER      -  FIRST     CLASS II
 AA6382
 AA6382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6382  Standards:
 AA6382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6382  -------------------------------------------------------------------
 AA6382  NETWORK    0.26   0.43           0.11   0.10   0.22      0.00519997
 AA6382  -------------------------------------------------------------------
 AA6382  Click here for local accuracies and other accuracy information.
 AA6382
 AA6382.The horizontal coordinates were established by GPS observations
 AA6382.and adjusted by the National Geodetic Survey in June 2012.
 AA6382
 AA6382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6382.been affixed to the stable North American tectonic plate. See 
 AA6382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6382
 AA6382.The horizontal coordinates are valid at the epoch date displayed above
 AA6382.which is a decimal equivalence of Year/Month/Day.
 AA6382
 AA6382.The orthometric height was determined by differential leveling and
 AA6382.adjusted by the NATIONAL GEODETIC SURVEY
 AA6382.in April 2001.
 AA6382
 AA6382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6382.GEOID18 height accuracy estimate available here.
 AA6382
 AA6382.Click photographs - Photos may exist for this station.
 AA6382
 AA6382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6382
 AA6382.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6382
 AA6382.The ellipsoidal height was determined by GPS observations
 AA6382.and is referenced to NAD 83.
 AA6382
 AA6382.The dynamic height is computed by dividing the NAVD 88
 AA6382.geopotential number by the normal gravity value computed on the
 AA6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6382.degrees latitude (g = 980.6199 gals.).
 AA6382
 AA6382.The modeled gravity was interpolated from observed gravity values.
 AA6382
 AA6382. The following values were computed from the NAD 83(2011) position.
 AA6382
 AA6382;                    North         East     Units Scale Factor Converg.
 AA6382;SPC IN E     -   498,785.703    47,438.685   MT  1.00000067   -0 23 31.3
 AA6382;SPC IN E     - 1,636,432.76    155,638.42   sFT  1.00000067   -0 23 31.3
 AA6382;UTM  16      - 4,399,103.964   561,702.517   MT  0.99964687   +0 27 37.4
 AA6382
 AA6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6382!SPC IN E     -   0.99996726  x   1.00000067  =   0.99996793
 AA6382!UTM  16      -   0.99996726  x   0.99964687  =   0.99961414
 AA6382
 AA6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6170299103(NAD 83)
 AA6382
 AA6382                          SUPERSEDED SURVEY CONTROL
 AA6382
 AA6382  NAD 83(2007)-  39 44 22.56171(N)    086 16 47.56322(W) AD(2002.00) 0
 AA6382  ELLIP H (02/10/07)  208.707  (m)                       GP(2002.00)    
 AA6382  NAD 83(1997)-  39 44 22.56222(N)    086 16 47.56291(W) AD(1995.00) A
 AA6382  ELLIP H (08/25/95)  208.756  (m)                       GP(1995.00) 1 1
 AA6382  NAVD 88             241.93   (m)          793.7    (f) LEVELING    3  
 AA6382
 AA6382.Superseded values are not recommended for survey control.
 AA6382
 AA6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6382.See file dsdata.pdf to determine how the superseded data were derived.
 AA6382
 AA6382_MARKER: F = FLANGE-ENCASED ROD
 AA6382_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA6382_STAMPING: ZID A 1995
 AA6382_MARK LOGO: NGS
 AA6382_PROJECTION: RECESSED 3 CENTIMETERS
 AA6382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6382+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2019
 AA6382_ROD/PIPE-DEPTH: 9.5 meters
 AA6382_SLEEVE-DEPTH  : 1.5 meters
 AA6382
 AA6382  HISTORY     - Date     Condition        Report By
 AA6382  HISTORY     - 1995     MONUMENTED       NGS
 AA6382  HISTORY     - 19970527 GOOD             NGS
 AA6382  HISTORY     - 20030625 GOOD             NGS
 AA6382  HISTORY     - 20120126 GOOD             INDIV
 AA6382  HISTORY     - 20191024 GOOD             MDSHA
 AA6382  HISTORY     - 20230609 MARK NOT FOUND   PICI
 AA6382
 AA6382                          STATION DESCRIPTION
 AA6382
 AA6382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6382'LOCATED ON THE SOUTHWEST SIDE OF THE INDIANAPOLIS METROPOLITAN AREA
 AA6382'ALONG THE NORTH SIDE OF THE INDIANAPOLIS INTERNATIONAL AIRPORT ON THE
 AA6382'PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION (FAA) AIR ROUTE
 AA6382'TRAFFIC CONTROL CENTER (ARTCC) ALSO KNOWN AS INDIANAPOLIS CENTER.  IT
 AA6382'IS NEAR THE NORTHERN PROPERTY LINE OF THE FAA FACILITY IN A GRASSY
 AA6382'AREA BETWEEN THE NORTH PARKING LOT AND NORTH PERIMETER ROAD. THE
 AA6382'STATION WAS ESTABLISHED TO SERVE AS AN FAA WAAS SITE REFERENCE POINT.
 AA6382'FAA POINT OF CONTACT, TERESA MATOS OR JEFFREY A. JOHNSON, INDIANAPOLIS
 AA6382'ARTCC/AFS, 1850 SOUTH SIGSBEE, INDIANAPOLIS, INDIANA 46241-3640, PHONE
 AA6382'317-247-2275 OR 317-247-2235.  TO REACH THE STATION FROM THE CENTER OF
 AA6382'THE U.S. HIGHWAY 40 (WASHINGTON STREET) UNDERPASS UNDER INTERSTATE
 AA6382'HIGHWAY 465 IN AN AREA KNOWN AS MICKLEYVILLE, TAKE WASHINGTON STREET
 AA6382'SOUTHWEST FOR 1.4 MI (2.3 KM) TO A CROSSROADS WITH GIRLS SCHOOL ROAD
 AA6382'AND AN AIRPORT SIGN ON THE LEFT, TURN LEFT ON GIRLS SCHOOL ROAD AND
 AA6382'PROCEED SOUTH FOR 0.25 MI (0.40 KM) ACROSS THE CONRAIL TRACKS TO A
 AA6382'T-INTERSECTION WITH NORTH PERIMETER ROAD, TURN LEFT ON NORTH PERIMETER
 AA6382'ROAD AND PROCEED EAST-NORTHEAST FOR 0.5 MI (0.8 KM) TO A SHARP BEND IN
 AA6382'THE ROAD TO THE SOUTH WHERE THE ROAD BECOMES SIGSBEE STREET, CONTINUE
 AA6382'SOUTH FOR 0.1 MI (0.2 KM) TO A ROAD RIGHT LEADING WEST TO THE GATE OF
 AA6382'THE FAA FACILITY, PROCEED 0.1 MI (0.2 KM) WEST TO THE GATE, PASS
 AA6382'THROUGH THE GATE AND BEAR RIGHT INTO THE NORTH PARKING AREA AND
 AA6382'PROCEED NORTH FOR 0.1 MI (0.2 KM) TO THE NORTH EDGE OF THE PARKING LOT
 AA6382'AND THE STATION BETWEEN THE PERIMETER FENCE AND THE PARKING LOT.  THE
 AA6382'STATION MARK IS A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AA6382'ENCASED IN A GREASE FILLED SLEEVE AND PROTECTED BY A 5 INCH PVC PIPE
 AA6382'WITH AN ALUMINUM LOGO CAP AT GROUND LEVEL.  IT IS, 41 M (134.5 FT)
 AA6382'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE SURROUNDING THE
 AA6382'FAA PROPERTY, 35 M (114.8 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE
 AA6382'NORTH PARKING LOT OF THE FAA FACILITY, 65 FT (19.8 M) EAST-NORTHEAST
 AA6382'OF AN 8 INCH DIAMETER SUMAC TREE, 56.6 FT (17.3 M) NORTHWEST OF A 6
 AA6382'INCH DIAMETER BEECH TREE, 50.8 FT (15.5 M) NORTH OF THE NORTH EDGE OF
 AA6382'THE NORTH PARKING LOT OF THE FAA FACILITY, 46.95 FT (14.31 M)
 AA6382'NORTHEAST OF OF A LAMP POST ALONG THE NORTH EDGE OF THE PARKING LOT
 AA6382'AND 10 FT (3.0 M) SOUTH OF THE NORTH PROPERTY LINE FENCE AT AN ORANGE
 AA6382'PLASTIC WITNESS POST.  DESCRIBED BY C.S. MIDDLETON,JR.
 AA6382
 AA6382                          STATION RECOVERY (1997)
 AA6382
 AA6382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA6382'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF THE INDIANAPOLIS
 AA6382'METROPOLITAN AREA, ALONG THE NORTH SIDE OF THE INDIANAPOLIS
 AA6382'INTERNATIONAL AIRPORT ON THE PROPERTY OF THE FAA AIR ROUTE TRAFFIC
 AA6382'CONTROL CENTER (ARTCC), ALSO KNOWN AS INDIANAPOLIS CENTER.  IT IS IN A
 AA6382'GRASS AREA BETWEEN THE NORTH SIDE OF THE FAA PARKING LOT AND THE
 AA6382'PERIMETER FENCE FOR THE PARKING LOT.  THE STATION WAS ESTABLISHED AS
 AA6382'AN FAA WAAS SITE REFERENCE POINT.  FAA CONTACTS ARE TERESA MATOS OR
 AA6382'JEFFREY A. JOHNSON, INDIANAPOLIS ARTCC/AFS, 1850 SOUTH SIGSBEE,
 AA6382'INDIANAPOLIS IN 46241-3640, PHONE 317-247-2275 OR 317-247-2235.  CALL
 AA6382'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH
 AA6382'THE GATE AT THE GUARD BOOTH.  TO REACH FROM THE UNDERPASS AT THE
 AA6382'JUNCTION OF COMBINED INTERSTATE HIGHWAYS 74 AND 465 AND U.S. HIGHWAY
 AA6382'40 (WASHINGTON STREET) AT EXIT 12, GO SOUTHWEST ON HIGHWAY 40 FOR 2.3
 AA6382'KM (1.40 MI) TO A PAVED CROSSROAD (GIRLS SCHOOL ROAD) AND AN AIRPORT
 AA6382'SIGN ON THE LEFT.  TURN LEFT, SOUTH ON GIRLS SCHOOL ROAD FOR 0.40 KM
 AA6382'(0.25 MI) TO A PAVED T-JUNCTION (NORTH PERIMETER ROAD).  TURN LEFT,
 AA6382'EAST-NORTHEAST ON NORTH PERIMETER ROAD FOR 0.8 KM (0.50 MI) TO A SHARP
 AA6382'TURN IN THE ROAD TO THE SOUTH WHERE THE ROAD BECOMES SIGSBEE STREET.
 AA6382'CONTINUE AHEAD, SOUTH ON SIGSBEE STREET FOR 0.2 KM (0.10 MI) TO A
 AA6382'PAVED ROAD RIGHT LEADING TO A GATE AT THE FAA FACILITY.  TURN RIGHT,
 AA6382'WEST ON THE ROAD FOR 0.2 KM (0.10 MI) TO THE GATE AND GUARD BOOTH AT
 AA6382'THE PARKING LOT.  PASS THROUGH THE GATE, WEST, THEN NORTHERLY, THROUGH
 AA6382'THE PARKING LOT FOR 0.2 KM (0.10 MI) TO THE NORTH EDGE OF THE LOT AND
 AA6382'THE STATION AHEAD.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AA6382'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.91 M (2.99 FT)
 AA6382'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA6382'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 43.7 M (143.4 FT)
 AA6382'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE FAA PROPERTY PERIMETER
 AA6382'FENCE, 38.7 M (127.0 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 AA6382'NORTH PARKING LOT OF THE FACILITY, 19.8 M (65.0 FT) EAST-NORTHEAST OF
 AA6382'AN 8 INCH DIAMETER SUMAC TREE, 17.3 M (56.8 FT) NORTHWEST OF A 6 INCH
 AA6382'DIAMETER BEECH TREE, 15.5 M (50.9 FT) NORTH OF THE NORTH EDGE OF THE
 AA6382'PARKING LOT, 14.4 M (47.2 FT) NORTH-NORTHEAST OF A METAL LIGHT POLE
 AA6382'AND 3.0 M (9.8 FT) SOUTH OF A PLASTIC WITNESS POST IN THE PERIMETER
 AA6382'FENCE.
 AA6382
 AA6382                          STATION RECOVERY (2003)
 AA6382
 AA6382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AA6382'RECOVERED AS DESCRIBED.  FAA CONTACTS ARE ALICE HULSEY, PHONE
 AA6382'317-247-2628 OR JEFFREY A.  JOHNSON, PHONE 247-2235.  CONTACT SEVERAL
 AA6382'DAYS IN ADVANCE.
 AA6382
 AA6382                          STATION RECOVERY (2012)
 AA6382
 AA6382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (LAW)
 AA6382'RECOVERED IN GOOD CONDITION.
 AA6382
 AA6382                          STATION RECOVERY (2019)
 AA6382
 AA6382'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2019 (ZRL)
 AA6382'RECOVERED AS DESCRIBED.
 AA6382
 AA6382                          STATION RECOVERY (2023)
 AA6382
 AA6382'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (TJS)
 AA6382'MARK LIES INSIDE AIRPORT FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 AA6381 ***********************************************************************
 AA6381  FBN         -  This is a Federal Base Network Control Station.
 AA6381  DESIGNATION -  ZID B
 AA6381  PID         -  AA6381
 AA6381  STATE/COUNTY-  IN/MARION
 AA6381  COUNTRY     -  US
 AA6381  USGS QUAD   -  BRIDGEPORT (2019)
 AA6381
 AA6381                         *CURRENT SURVEY CONTROL
 AA6381  ______________________________________________________________________
 AA6381* NAD 83(2011) POSITION- 39 44 18.12646(N) 086 17 16.84443(W)   ADJUSTED
 AA6381* NAD 83(2011) ELLIP HT-   207.482 (meters)        (06/27/12)   ADJUSTED
 AA6381* NAD 83(2011) EPOCH   -  2010.00
 AA6381* NAVD 88 ORTHO HEIGHT -   240.707 (meters)      789.72  (feet) ADJUSTED
 AA6381  ______________________________________________________________________
 AA6381  GEOID HEIGHT    -        -33.219 (meters)                     GEOID18
 AA6381  NAD 83(2011) X  -    317,975.171 (meters)                     COMP
 AA6381  NAD 83(2011) Y  - -4,901,185.099 (meters)                     COMP
 AA6381  NAD 83(2011) Z  -  4,055,822.445 (meters)                     COMP
 AA6381  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 AA6381  DYNAMIC HEIGHT  -        240.578 (meters)      789.30  (feet) COMP
 AA6381  MODELED GRAVITY -    980,082.8   (mgal)                       NAVD 88
 AA6381
 AA6381  VERT ORDER      -  FIRST     CLASS II
 AA6381
 AA6381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA6381  Standards:
 AA6381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA6381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA6381  -------------------------------------------------------------------
 AA6381  NETWORK    0.59   1.02           0.27   0.20   0.52     -0.05444955
 AA6381  -------------------------------------------------------------------
 AA6381  Click here for local accuracies and other accuracy information.
 AA6381
 AA6381.The horizontal coordinates were established by GPS observations
 AA6381.and adjusted by the National Geodetic Survey in June 2012.
 AA6381
 AA6381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA6381.been affixed to the stable North American tectonic plate. See 
 AA6381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA6381
 AA6381.The horizontal coordinates are valid at the epoch date displayed above
 AA6381.which is a decimal equivalence of Year/Month/Day.
 AA6381
 AA6381.The orthometric height was determined by differential leveling and
 AA6381.adjusted by the NATIONAL GEODETIC SURVEY
 AA6381.in April 2001.
 AA6381
 AA6381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA6381.GEOID18 height accuracy estimate available here.
 AA6381
 AA6381.Click photographs - Photos may exist for this station.
 AA6381
 AA6381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6381
 AA6381.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA6381
 AA6381.The ellipsoidal height was determined by GPS observations
 AA6381.and is referenced to NAD 83.
 AA6381
 AA6381.The dynamic height is computed by dividing the NAVD 88
 AA6381.geopotential number by the normal gravity value computed on the
 AA6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6381.degrees latitude (g = 980.6199 gals.).
 AA6381
 AA6381.The modeled gravity was interpolated from observed gravity values.
 AA6381
 AA6381. The following values were computed from the NAD 83(2011) position.
 AA6381
 AA6381;                    North         East     Units Scale Factor Converg.
 AA6381;SPC IN E     -   498,653.721    46,740.534   MT  1.00000158   -0 23 50.0
 AA6381;SPC IN E     - 1,635,999.75    153,347.90   sFT  1.00000158   -0 23 50.0
 AA6381;UTM  16      - 4,398,961.661   561,006.655   MT  0.99964582   +0 27 18.6
 AA6381
 AA6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6381!SPC IN E     -   0.99996745  x   1.00000158  =   0.99996903
 AA6381!UTM  16      -   0.99996745  x   0.99964582  =   0.99961328
 AA6381
 AA6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6100698961(NAD 83)
 AA6381
 AA6381                          SUPERSEDED SURVEY CONTROL
 AA6381
 AA6381  NAD 83(2007)-  39 44 18.12656(N)    086 17 16.84533(W) AD(2002.00) 0
 AA6381  ELLIP H (02/10/07)  207.505  (m)                       GP(2002.00)    
 AA6381  NAD 83(1997)-  39 44 18.12707(N)    086 17 16.84500(W) AD(1995.00) A
 AA6381  ELLIP H (08/25/95)  207.554  (m)                       GP(1995.00) 1 1
 AA6381  NAVD 88             240.71   (m)          789.7    (f) LEVELING    3  
 AA6381
 AA6381.Superseded values are not recommended for survey control.
 AA6381
 AA6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6381.See file dsdata.pdf to determine how the superseded data were derived.
 AA6381
 AA6381_MARKER: I = METAL ROD
 AA6381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA6381_STAMPING: ZID B 1995
 AA6381_MARK LOGO: NGS
 AA6381_PROJECTION: RECESSED 3 CENTIMETERS
 AA6381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6381+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 AA6381_ROD/PIPE-DEPTH: 4.5 meters
 AA6381_SLEEVE-DEPTH  : 1.5 meters
 AA6381
 AA6381  HISTORY     - Date     Condition        Report By
 AA6381  HISTORY     - 1995     MONUMENTED       NGS
 AA6381  HISTORY     - 19970527 GOOD             NGS
 AA6381  HISTORY     - 20020610 GOOD             INDNR
 AA6381  HISTORY     - 20030625 GOOD             NGS
 AA6381  HISTORY     - 20070410 GOOD             BFSINC
 AA6381  HISTORY     - 20120214 GOOD             HANPRO
 AA6381  HISTORY     - 20230609 MARK NOT FOUND   PICI
 AA6381
 AA6381                          STATION DESCRIPTION
 AA6381
 AA6381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6381'LOCATED ON THE SOUTHWEST SIDE OF THE INDIANAPOLIS METROPOLITAN AREA
 AA6381'JUST NORTH OF THE INDIANAPOLIS INTERNATIONAL AIRPORT ON THE PROPERTY
 AA6381'OF HOOSIER AIRCRAFT ACCESSORIES, INC. ON A GRASSY BURM BETWEEN THE
 AA6381'SOUTH PARKING LOT AND THE CONRAIL RR TRACKS. THE STATION WAS
 AA6381'ESTABLISHED TO SERVE AS AN FAA WAAS SITE REFERENCE POINT. FAA POINT OF
 AA6381'CONTACT, TERESA MATOS OR JEFFREY A. JOHNSON, INDIANAPOLIS ARTCC/AFS,
 AA6381'1850 SOUTH SIGSBEE STREET, INDIANAPOLIS, INDIANA 46241-3640, PHONE
 AA6381'317-247-2275 OR 317-247-2235. SITE POINT OF CONTACT, HOOSIER AIRCRAFT
 AA6381'ACCESSORIES INC., 1919 GIRLS SCHOOL ROAD, INDIANAPOLIS, INDIANA 46241,
 AA6381'PHONE 317-244-7264.  TO REACH THE STATION FROM THE CENTER OF THE U.S.
 AA6381'HIGHWAY 40 (WASHINGTON STREET) UNDERPASS UNDER INTERSTATE HIGHWAY 465
 AA6381'IN AN AREA KNOWN AS MICKLEYVILLE, TAKE WASHINGTON STREET SOUTHWEST FOR
 AA6381'1.4 MI (2.3 KM) TO A CROSSROADS WITH GIRLS SCHOOL ROAD AND AN AIRPORT
 AA6381'SIGN ON THE LEFT, TURN LEFT ON GIRLS SCHOOL ROAD AND PROCEED SOUTH FOR
 AA6381'0.2 MI (0.3 KM) TO THE LAST BUILDING ON THE LEFT (HOOSIER
 AA6381'AVIATION)BEFORE CROSSING THE CONRAIL TRACKS, TURN LEFT AND PROCEED TO
 AA6381'THE SOUTH SIDE OF THE BUILDING AND THE STATION JUST SOUTH OF THE
 AA6381'PARKING AREA ALONG A GRASSY BURM.  THE STATION MARK IS A STAINLESS
 AA6381'STEEL ROD DRIVEN TO REFUSAL ENCASES IN A GREASE FILLED SLEEVE IN A 5
 AA6381'INCH PVC PIPE VAULT WITH AN ALUMINUM LOGO CAP AT GROUND LEVEL, THE
 AA6381'9/16 INCH ROD WAS ROUNDED AT ITS TOP.  IT IS, 67 M (219.8 FT) EAST OF
 AA6381'THE CENTERLINE OF GIRLS SCHOOL ROAD, 108 FT (32.9 M) WESR-SOUTHWEST OF
 AA6381'A LAMP POLE AT THE SOUTHEAST CORNER OF THE PARKING LOT, 90.1 FT (27.5
 AA6381'M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 53.1 FT (16.2 M)
 AA6381'NORTH OF THE NORTH TRACK OF THE CONRAIL RAILROAD, 14 FT (4.3 M) NORTH
 AA6381'OF AN ORANGE PLASTIC WITNESS POST IN A SWALE BETWEEN THE BURM AND THE
 AA6381'TRACKS, 13 FT (4.0 M) SOUTH OF THE SOUTH EDGE OF THE PARKING LOT AND
 AA6381'ABOUT 3.5 FT (1.1 M) ABOVE THE LEVEL OF THE PARKING LOT. DESCRIBED BY
 AA6381'C.S. MIDDLETON JR.
 AA6381
 AA6381                          STATION RECOVERY (1997)
 AA6381
 AA6381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA6381'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF THE INDIANAPOLIS
 AA6381'METROPOLITAN AREA, ALONG THE NORTH SIDE OF THE INDIANAPOLIS
 AA6381'INTERNATIONAL AIRPORT, ON THE PROPERTY OF TH WEISE EQUIPMENT CO., ON A
 AA6381'GRASSY BERM BETWEEN THE SOUTH SIDE OF THE PARKING LOT FOR THE FACILITY
 AA6381'AND THE CONRAIL RAILROAD TRACKS, AND IN THE NORTHEAST QUADRANT OF THE
 AA6381'JUNCTION OF GIRLS SCHOOL ROAD AND NORTH PERIMETER ROAD.  THE STATION
 AA6381'WAS ESTABLISHED AS AN FAA WAAS SITE REFERENCE POINT.  TO REACH FROM
 AA6381'THE UNDERPASS AT THE JUNCTION OF COMBINED INTERSTATE HIGHWAYS 74 AND
 AA6381'465 AND U.S. HIGHWAY 40 (WASHINGTON STREET) AT EXIT 12, GO SOUTHWEST
 AA6381'ON HIGHWAY 40 FOR 2.3 KM (1.40 MI) TO A PAVED CROSSROAD (GIRLS SCHOOL
 AA6381'ROAD) AND AN AIRPORT SIGN ON THE LEFT.  TURN LEFT, SOUTH ON GIRLS
 AA6381'SCHOOL ROAD FOR 0.32 KM (0.20 MI) TO A PAVED ENTRANCE ROAD TO THE
 AA6381'WEISE EQUIPMENT CO.  BUILDING ON THE LEFT JUST BEFORE REACHING THE
 AA6381'RAILROAD TRACKS.  TURN LEFT, EAST ON THE ROAD FOR ABOUT 30 M (98.4 FT)
 AA6381'TO THE PARKING LOT.  TURN RIGHT, SOUTH THROUGH THE PARKING LOT FOR
 AA6381'0.08 KM (0.05 MI) TO THE SOUTH EDGE OF THE PARKING LOT AND THE STATION
 AA6381'ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AA6381'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.91 M (3.0 FT) LONG
 AA6381'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AA6381'SET FLUSH WITH THE GROUND.  IT IS 71.9 M (235.9 FT) EAST OF THE CENTER
 AA6381'OF GIRLS SCHOOL ROAD, 33.5 M (109.9 FT) WEST-SOUTHWEST OF A LIGHT POLE
 AA6381'AT THE SOUTHEAST CORNER OF THE PARKING LOT, 27.5 M (90.2 FT) SOUTHWEST
 AA6381'OF THE SOUTHEAST CORNER OF THE BUILDING, 16.2 M (53.1 FT) NORTH OF THE
 AA6381'NORTH RAIL OF THE TRACKS, 4.3 M (14.1 FT) NORTH OF A PLASTIC WITNESS
 AA6381'POST, AND 4.0 M (13.1 FT) SOUTH OF AND ABOUT 1.1 M (3.6 FT) HIGHER
 AA6381'THAN THE SOUTH EDGE OF THE PARKING LOT.  NOTE--THIS STATION IS
 AA6381'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AA6381
 AA6381                          STATION RECOVERY (2002)
 AA6381
 AA6381'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 AA6381'THE BUILDING NORTH OF THE STATION AT 1919 GIRLS SCHOOL ROAD WAS VACANT
 AA6381'ON DATE OF RECOVERY.
 AA6381
 AA6381                          STATION RECOVERY (2003)
 AA6381
 AA6381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AA6381'RECOVERED AS DESCRIBED.  THE BUILDING AT 1919 GIRLS SCHOOL ROAD (NORTH
 AA6381'OF STATION) IS  NOW OCCUPIED BY INFINITE GRAPHICS.  CONTACT IS PAMELA
 AA6381'BAKER, PHONE 317-227-8770.
 AA6381
 AA6381                          STATION RECOVERY (2007)
 AA6381
 AA6381'RECOVERY NOTE BY BUTLER FAIRMAN & SEUFERT, INC 2007 (JRC)
 AA6381'RECOVERED IN GOOD CONDITION.
 AA6381
 AA6381                          STATION RECOVERY (2012)
 AA6381
 AA6381'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2012 (RLW)
 AA6381'RECOVERED IN GOOD CONDITION.
 AA6381
 AA6381                          STATION RECOVERY (2023)
 AA6381
 AA6381'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2023 (PK)
 AA6381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1691 ***********************************************************************
 JA1691  DESIGNATION -  ZINK
 JA1691  PID         -  JA1691
 JA1691  STATE/COUNTY-  IN/WASHINGTON
 JA1691  COUNTRY     -  US
 JA1691  USGS QUAD   -  BECKS MILL (2019)
 JA1691
 JA1691                         *CURRENT SURVEY CONTROL
 JA1691  ______________________________________________________________________
 JA1691* NAD 83(1997) POSITION- 38 33 58.94896(N) 086 12 09.85542(W)   ADJUSTED
 JA1691* NAVD 88 ORTHO HEIGHT -   251.37  (+/-2cm)      824.7   (feet) VERTCON3
 JA1691  ______________________________________________________________________
 JA1691  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 JA1691  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 JA1691  HORZ ORDER      -  THIRD
 JA1691  VERT ORDER      -  THIRD ? (See Below)
 JA1691
 JA1691.The horizontal coordinates were established by classical geodetic methods
 JA1691.and adjusted by the National Geodetic Survey in May 1999.
 JA1691
 JA1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1691
 JA1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1691.GEOID18 height accuracy estimate available here.
 JA1691
 JA1691.The vertical order pertains to the NGVD 29 superseded value.
 JA1691
 JA1691.Click photographs - Photos may exist for this station.
 JA1691
 JA1691.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1691
 JA1691. The following values were computed from the NAD 83(1997) position.
 JA1691
 JA1691;                    North         East     Units Scale Factor Converg.
 JA1691;SPC IN E     -   368,496.822    53,281.397   MT  0.99999353   -0 20 03.1
 JA1691;SPC IN E     - 1,208,976.66    174,807.38   sFT  0.99999353   -0 20 03.1
 JA1691;UTM  16      - 4,268,959.781   569,456.245   MT  0.99965941   +0 29 49.4
 JA1691
 JA1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1691!SPC IN E     -   0.99996581  x   0.99999353  =   0.99995934
 JA1691!UTM  16      -   0.99996581  x   0.99965941  =   0.99962523
 JA1691
 JA1691:                Primary Azimuth Mark                     Grid Az
 JA1691:SPC IN E     -  ZINK AZ MK                               243 08 08.5
 JA1691:UTM  16      -  ZINK AZ MK                               242 18 16.0
 JA1691
 JA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6945668959(NAD 83)
 JA1691
 JA1691|---------------------------------------------------------------------|
 JA1691| PID    Reference Object                     Distance      Geod. Az  |
 JA1691|                                                           dddmmss.s |
 JA1691| CG9480 ZINK RM 1                            24.460 METERS 17323     |
 JA1691| CG9479 ZINK AZ MK                                         2424805.4 |
 JA1691| CG9481 ZINK RM 2                            25.777 METERS 24803     |
 JA1691|---------------------------------------------------------------------|
 JA1691
 JA1691                          SUPERSEDED SURVEY CONTROL
 JA1691
 JA1691  NAD 83(1993)-  38 33 58.95227(N)    086 12 09.85734(W) AD(       ) 3
 JA1691  NAD 83(1986)-  38 33 58.95340(N)    086 12 09.86006(W) AD(       ) 3
 JA1691  NAD 27      -  38 33 58.74800(N)    086 12 09.92900(W) AD(       ) 3
 JA1691  NGVD 29             251.48   (m)          825.1    (f) LEVELING    3  
 JA1691
 JA1691.Superseded values are not recommended for survey control.
 JA1691
 JA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1691.See file dsdata.pdf to determine how the superseded data were derived.
 JA1691
 JA1691_MARKER: DS = TRIANGULATION STATION DISK
 JA1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1691_STAMPING: ZINK 1946
 JA1691_MARK LOGO: CGS
 JA1691_PROJECTION: RECESSED 30 CENTIMETERS
 JA1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1691+STABILITY: SURFACE MOTION
 JA1691
 JA1691  HISTORY     - Date     Condition        Report By
 JA1691  HISTORY     - 1946     MONUMENTED       CGS
 JA1691  HISTORY     - 1967     GOOD             CGS
 JA1691
 JA1691                          STATION DESCRIPTION
 JA1691
 JA1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1691'THIS STATION IS BESIDE U.S. HIGHWAY NO. 56 ABOUT 6 MILES
 JA1691'WEST-SOUTHWEST OF SALEM, ABOUT 43 FEET SOUTH OF HIGHWAY AND 14
 JA1691'FEET SOUTHEAST OF A FENCE CORNER. THE MARK IS 1 FOOT BELOW THE GROUND
 JA1691'SURFACE AND IS STAMPED ZINK 1946.
 JA1691'
 JA1691'REFERENCE MARK NO. 1 IS 80.25 FEET SOUTH OF STATION AND 1 FOOT EAST
 JA1691'OF FENCE. THE MARK PROJECTS 4 INCHES AND IS STAMPED ZINK NO
 JA1691'1 1946.
 JA1691'
 JA1691'REFERENCE MARK NO. 2 IS 84.57 FEET WEST OF STATION AND 36 FEET SOUTH
 JA1691'OF CENTERLINE OF HIGHWAY. THE MARK PROJECTS 4 INCHES AND IS
 JA1691'STAMPED ZINK NO 2 1946.
 JA1691'
 JA1691'THE AZIMUTH MARK IS 0.8 MILE WEST OF STATION, 56 FEET SOUTHEAST OF
 JA1691'GRAVEL ROAD AND HIGHWAY 56 INTERSECTION AND 11 FEET EAST OF
 JA1691'FENCE CORNER. THE MARK PROJECTS 4 INCHES AND IS STAMPED ZINK 1946.
 JA1691'
 JA1691'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56, 60 AND 135
 JA1691'IN SALEM, GO WEST ON HIGHWAY 56 FOR 6.5 MILES TO PROPERTY OWNED
 JA1691'BY MR. ROSCOE ZINK AND STATION SITE BESIDE ROAD ON LEFT.
 JA1691'
 JA1691'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JA1691
 JA1691                          STATION RECOVERY (1967)
 JA1691
 JA1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 JA1691'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JA1691'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION
 JA1691'IS GOOD WITH THE BELOW CHANGES.
 JA1691'
 JA1691'THE STATION MARK IS NOW 7 FEET SOUTH OF A WIRE FENCE AND A METAL
 JA1691'WITNESS POST.
 JA1691'
 JA1691'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE FENCE.
 JA1691'
 JA1691'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF W WASHINGTON
 JA1691'SCHOOL ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 JA1691'
 JA1691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 JA1691'56 FOR 0.8 MILE TO THE INTERSECTION OF W WASHINGTON SCHOOL ROAD AND
 JA1691'THE MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 JA1691'
 JA1691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 JA1691'OF SALEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0312 ***********************************************************************
 LA0312  DESIGNATION -  ZION
 LA0312  PID         -  LA0312
 LA0312  STATE/COUNTY-  IN/JAY
 LA0312  COUNTRY     -  US
 LA0312  USGS QUAD   -  COSMOS (2016)
 LA0312
 LA0312                         *CURRENT SURVEY CONTROL
 LA0312  ______________________________________________________________________
 LA0312* NAD 83(1997) POSITION- 40 18 59.91485(N) 084 48 13.61235(W)   ADJUSTED
 LA0312* NAVD 88 ORTHO HEIGHT -   341.534 (meters)     1120.52  (feet) ADJUSTED
 LA0312  ______________________________________________________________________
 LA0312  GEOID HEIGHT    -        -33.385 (meters)                     GEOID18
 LA0312  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 LA0312  DYNAMIC HEIGHT  -        341.361 (meters)     1119.95  (feet) COMP
 LA0312  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 LA0312
 LA0312  HORZ ORDER      -  FIRST
 LA0312  VERT ORDER      -  SECOND    CLASS 0
 LA0312
 LA0312.The horizontal coordinates were established by classical geodetic methods
 LA0312.and adjusted by the National Geodetic Survey in May 1999.
 LA0312
 LA0312.The orthometric height was determined by differential leveling and
 LA0312.adjusted by the NATIONAL GEODETIC SURVEY
 LA0312.in June 1991.
 LA0312
 LA0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0312.GEOID18 height accuracy estimate available here.
 LA0312
 LA0312.Click photographs - Photos may exist for this station.
 LA0312
 LA0312.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA0312
 LA0312.The dynamic height is computed by dividing the NAVD 88
 LA0312.geopotential number by the normal gravity value computed on the
 LA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0312.degrees latitude (g = 980.6199 gals.).
 LA0312
 LA0312.The modeled gravity was interpolated from observed gravity values.
 LA0312
 LA0312. The following values were computed from the NAD 83(1997) position.
 LA0312
 LA0312;                    North         East     Units Scale Factor Converg.
 LA0312;SPC IN E     -   563,033.109   173,341.651   MT  1.00003286   +0 33 30.0
 LA0312;SPC IN E     - 1,847,217.79    568,705.07   sFT  1.00003286   +0 33 30.0
 LA0312;SPC OH N     -    74,764.549   404,200.931   MT  1.00002440   -1 30 48.5
 LA0312;SPC OH N     -   245,290.02  1,326,115.89   sFT  1.00002440   -1 30 48.5
 LA0312;SPC OH S     -   259,691.203   404,190.794   MT  1.00006837   -1 27 42.5
 LA0312;SPC OH S     -   852,003.56  1,326,082.63   sFT  1.00006837   -1 27 42.5
 LA0312;UTM  16      - 4,465,217.078   686,607.323   MT  1.00002867   +1 25 17.0
 LA0312
 LA0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0312!SPC IN E     -   0.99995166  x   1.00003286  =   0.99998452
 LA0312!SPC OH N     -   0.99995166  x   1.00002440  =   0.99997606
 LA0312!SPC OH S     -   0.99995166  x   1.00006837  =   1.00002003
 LA0312!UTM  16      -   0.99995166  x   1.00002867  =   0.99998033
 LA0312
 LA0312:                Primary Azimuth Mark                     Grid Az
 LA0312:SPC IN E     -  ZION AZ MK                               000 19 02.3
 LA0312:SPC OH N     -  ZION AZ MK                               002 23 20.8
 LA0312:SPC OH S     -  ZION AZ MK                               002 20 14.8
 LA0312:UTM  16      -  ZION AZ MK                               359 27 15.3
 LA0312
 LA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8660765217(NAD 83)
 LA0312
 LA0312|---------------------------------------------------------------------|
 LA0312| PID    Reference Object                     Distance      Geod. Az  |
 LA0312|                                                           dddmmss.s |
 LA0312| LA0314 ZION AZ MK                                         0005232.3 |
 LA0312| LA2348 FT RECOVERY ST MARYS CATH CH        APPROX.10.7 KM 0105142.7 |
 LA0312| LA2345 FT REC FRENCH IND WAR MON           APPROX.11.0 KM 0122853.7 |
 LA0312| LA0313 ZION RM 1                            31.148 METERS 03550     |
 LA0312| LA2353 ROSE HILL ATT MICROWAVE             APPROX. 3.6 KM 0370520.5 |
 LA0312| LA2314 ST HENRY MUNICIPAL TANK             APPROX.18.0 KM 0501824.6 |
 LA0312| LA2315 ST HENRY CATHOLIC CH STEEPLE        APPROX.18.0 KM 0513452.9 |
 LA0312| LA2326 ANSONIA MUNICIPAL TANK              APPROX.18.6 KM 1281551.4 |
 LA0312| LA0311 ZION RM 2                            36.805 METERS 15035     |
 LA0312| LA2331 UNION CITY MUNICIPAL TANK           APPROX.11.9 KM 1811420.3 |
 LA0312| LA2328 UNION CITY BACKSTAY WATER TANK      APPROX.13.0 KM 1823628.5 |
 LA0312| LA2329 UNION CITY FIRST ME CHURCH          APPROX.13.0 KM 1830252.8 |
 LA0312| LA2327 UNION CITY ST MARYS CATH CH         APPROX.12.9 KM 1830440.3 |
 LA0312| LA2352 ZION RM A                            26.944 METERS 24457     |
 LA0312|---------------------------------------------------------------------|
 LA0312
 LA0312                          SUPERSEDED SURVEY CONTROL
 LA0312
 LA0312  NAD 83(1995)-  40 18 59.91497(N)    084 48 13.61236(W) AD(       ) 1
 LA0312  NAD 83(1986)-  40 18 59.91841(N)    084 48 13.62501(W) AD(       ) 1
 LA0312  NAD 27      -  40 18 59.75300(N)    084 48 13.75800(W) AD(       ) 1
 LA0312  NGVD 29 (??/??/92)  341.685  (m)         1121.01   (f) ADJ UNCH    2 0
 LA0312  NGVD 29             341.68   (m)         1121.0    (f) LEVELING    3  
 LA0312
 LA0312.Superseded values are not recommended for survey control.
 LA0312
 LA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0312.See file dsdata.pdf to determine how the superseded data were derived.
 LA0312
 LA0312_MARKER: DS = TRIANGULATION STATION DISK
 LA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0312_STAMPING: ZION 1932
 LA0312_MARK LOGO: CGS
 LA0312_PROJECTION: RECESSED 25 CENTIMETERS
 LA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0312+STABILITY: SURFACE MOTION
 LA0312
 LA0312  HISTORY     - Date     Condition        Report By
 LA0312  HISTORY     - 1932     MONUMENTED       CGS
 LA0312  HISTORY     - 1933     GOOD             CGS
 LA0312  HISTORY     - 1934     GOOD             CGS
 LA0312  HISTORY     - 1955     GOOD             CGS
 LA0312  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA0312  HISTORY     - 1970     GOOD             NGS
 LA0312  HISTORY     - 1970     GOOD             NGS
 LA0312  HISTORY     - 1979     GOOD             OHDT
 LA0312
 LA0312                          STATION DESCRIPTION
 LA0312
 LA0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0312'ABOUT 8 MILES NORTH OF UNION CITY, 7 MILES SOUTH AND 1-1/2 MILES WEST
 LA0312'OF FORT RECOVERY IN THE SOUTHEAST QUARTER OF SECTION 35, T. 22 N., R.
 LA0312'15 E., 1/2 MILE NORTH AND 0.6 MILE WEST OF THE ZION CHURCH ON THE WEST
 LA0312'SIDE OF THE OHIO-INDIANA STATE LINE ROAD, ON LAND BELONGING TO J.
 LA0312'DAVID, ON HIGHEST GROUND IN CLEARED PASTURE, 39.6 METERS SOUTHWEST OF
 LA0312'CONCRETE FOUNDATION OF OLD BARN, 11.5 METERS WEST OF THE CENTER OF THE
 LA0312'ROAD, 5 METERS WEST OF THE FENCE LINE AND IS 10 INCHES BELOW THE
 LA0312'SURFACE OF THE GROUND.
 LA0312'
 LA0312'REFERENCE MARK NO. 1 IS 7 METERS EAST OF THE CENTER OF THE ROAD, 0.2
 LA0312'METER EAST OF THE FENCE LINE, 128 FEET NORTHWEST OF THE CONCRETE
 LA0312'FOUNDATION OF BARN AND PROJECTS 4 INCHES ABOVE THE GROUND.
 LA0312'
 LA0312'REFERENCE MARK NO. 2 IS 7 METERS EAST OF THE CENTER OF THE ROAD, 0.25
 LA0312'METER EAST OF THE FENCE LINE AND PROJECTS 5 INCHES ABOVE THE GROUND.
 LA0312'
 LA0312'AZIMUTH MARK IS 0.3 METER WEST OF THE FENCE LINE, 7.7 METERS WEST OF
 LA0312'THE CENTER OF THE ROAD, 29 METERS SOUTH OF THE FENCE LINE AND PROJECTS
 LA0312'5 INCHES ABOVE THE GROUND.
 LA0312'
 LA0312'TO REACH FROM FORT RECOVERY OR FROM UNION CITY, FOLLOW THE STATE LINE
 LA0312'ROAD.
 LA0312
 LA0312                          STATION RECOVERY (1933)
 LA0312
 LA0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LA0312'ABOUT 8.0 MILES NORTH OF UNION CITY, 7.0 MILES SOUTH AND 1-1/2 MILES
 LA0312'WEST OF FORT RECOVERY, 1/2 MILE NORTH AND 0.6 MILE WEST OF THE ZION
 LA0312'CHURCH, ON THE WEST SIDE OF THE OHIO-INDIANA STATE LINE ROAD, ON LAND
 LA0312'BELONGING TO J. DAVID ON HIGHEST GROUND IN CLEARED PASTURE, 39.6
 LA0312'METERS SOUTHWEST OF CONCRETE FOUNDATION OF OLD BARN, 11.5 METERS WEST
 LA0312'OF THE CENTER OF THE ROAD, 5 METERS WEST OF THE FENCE LINE AND IS 10
 LA0312'INCHES BELOW THE SURFACE OF THE GROUND.
 LA0312'
 LA0312'TO REACH, GO TO THE OHIO-INDIANA STATE LINE ROAD AND FOLLOW IT TO THE
 LA0312'STATION.
 LA0312'
 LA0312'REFERENCE MARK NO. 1, 102.20 FEET, BEARING 25 DEG 57 MIN.
 LA0312'
 LA0312'REFERENCE MARK NO. 2, 120.75 FEET, BEARING 150 DEG 39 MIN.
 LA0312'
 LA0312'ALL MARKS FOUND IN GOOD CONDITION.
 LA0312
 LA0312                          STATION RECOVERY (1934)
 LA0312
 LA0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA0312'STATION RECOVERED IN GOOD CONDITION.  THIS STATION IS LOCATED ABOUT 8
 LA0312'MILES NORTH OF UNION CITY, 7 MILES SOUTH AND 1-1/2 MILES WEST OF FORT
 LA0312'RECOVERY, ON HIGHEST GROUND IN CLEARED PASTURE ON THE WEST SIDE OF THE
 LA0312'INDIANA-OHIO STATE LINE ROAD, ON LAND OWNED AND OCCUPIED BY FRANK
 LA0312'DUNFORD.  THE MARK IS SET 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LA0312'129-1/2 FEET SOUTHWEST OF CONCRETE FOUNDATION OF OLD BARN, 16 FEET
 LA0312'WEST OF THE FENCE LINE AND IS 10 INCHES BELOW THE SURFACE OF THE
 LA0312'GROUND.
 LA0312'
 LA0312'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 21 FEET EAST OF THE
 LA0312'CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE FENCE LINE, 128 FEET
 LA0312'SOUTH OF THE CONCRETE FOUNDATION OF THE OLD BARN AND PROJECTS 4
 LA0312'INCHES.
 LA0312'
 LA0312'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 21 FEET EAST
 LA0312'OF THE CENTER LINE OF THE ROAD, 0.6 FEET WEST OF THE FENCE LINE AND
 LA0312'PROJECTS 4 INCHES.
 LA0312'
 LA0312'AZIMUTH MARK IS NORTH OF THE STATION, 1 FOOT WEST OF THE FENCE LINE,
 LA0312'25 FEET WEST OF THE CENTER LINE OF THE ROAD AND PROJECTS 5 INCHES.
 LA0312'
 LA0312'TO REACH GO NORTH ON THE STATE LINE ROAD FOR 8 MILES FROM UNION CITY.
 LA0312
 LA0312                          STATION RECOVERY (1955)
 LA0312
 LA0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0312'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL THE MARKS WERE
 LA0312'FOUND IN GOOD CONDITION.
 LA0312
 LA0312                          STATION RECOVERY (1959)
 LA0312
 LA0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA0312'FARMER CLAIMS STATION WAS PLOWED OUT, A CONCRETE MARKER WAS FOUND
 LA0312'LYING ALONG A FENCE BUT THERE WAS NO DISC IN IT.
 LA0312
 LA0312                          STATION RECOVERY (1970)
 LA0312
 LA0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA0312'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LA0312'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 LA0312'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1932 AND
 LA0312'THE 1955 DATA.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED AT THIS
 LA0312'TIME, HOWEVER IT DID NOT CHECK THE 1932 DATA BY 28 SECONDS AND IT DID
 LA0312'NOT CHECK THE 1955 DATA BY 13 SECONDS.  THE MARK IS SET NEAR THE EDGE
 LA0312'OF A CUT BANK AND THE ONLY APPARENT REASON FOR MOVEMENT WOULD HAVE
 LA0312'BEEN FROST ACTION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA0312'
 LA0312'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF UNION CITY, 7 MILES
 LA0312'SOUTH-SOUTHWEST OF FORT RECOVERY, OHIO, JUST WEST OF THE INDIANA-OHIO
 LA0312'STATE LINE AND ON THE HIGHEST POINT OF A HILL IN A FIELD OWNED BY MR.
 LA0312'ALBERT PRESCOTT.
 LA0312'
 LA0312'TO REACH THE STATION FROM THE POST OFFICE IN FORT RECOVERY, OHIO, GO
 LA0312'SOUTH ON WAYNE STREET AND UNION CITY ROAD FOR 5.9 MILES TO THE
 LA0312'JUNCTION OF PETERS ROAD.  TURN RIGHT AND GO WEST ON PETERS ROAD FOR
 LA0312'1.5 MILES TO THE JUNCTION OF INDIANA-OHIO STATE LINE ROAD.  TURN LEFT
 LA0312'AND GO SOUTH ON THE INDIANA-OHIO STATE LINE ROAD FOR 0.75 MILE TO THE
 LA0312'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD SOUTH ON THE SURFACED ROAD
 LA0312'FOR 0.25 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS
 LA0312'DESCRIBED.
 LA0312'
 LA0312'THE STATION MARK IS A STANDARD DISK STAMPED ZION 1932, SET IN THE TOP
 LA0312'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 10 INCHES BELOW THE
 LA0312'GROUND SURFACE.  IT IS 37 FEET WEST OF THE CENTER OF THE SURFACED ROAD
 LA0312'AND 12 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A
 LA0312'NORTH-SOUTH FENCE.
 LA0312'
 LA0312'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ZION NO 1 1932, SET IN THE
 LA0312'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 5 INCHES ABOVE
 LA0312'THE GROUND SURFACE.  IT IS 94 FEET NORTHEAST OF THE METAL WITNESS POST
 LA0312'WITH SIGN ATTACHED, 23 FEET EAST OF THE CENTER OF THE SURFACED ROAD
 LA0312'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 LA0312'
 LA0312'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ZION NO 2 1932, SET IN THE
 LA0312'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 LA0312'THE GROUND SURFACE.  IT IS 117 FEET SOUTHEAST OF A METAL WITNESS POST
 LA0312'WITH SIGN ATTACHED, 21 FEET EAST OF THE CENTER OF THE SURFACED ROAD
 LA0312'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 LA0312'
 LA0312'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED ZION
 LA0312'AZIMUTH 1932, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LA0312'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 LA0312'IT IS 23.6 FEET WEST OF THE CENTER OF THE SURFACED ROAD, 2.5 FEET
 LA0312'NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST AND 0.7 FEET SOUTH OF A
 LA0312'METAL WITNESS POST WITH SIGN ATTACHED SET IN A NORTH-SOUTH FENCE.
 LA0312'
 LA0312'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LA0312'
 LA0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES
 LA0312'SOUTH-SOUTHWEST OF FORT RECOVERY.
 LA0312
 LA0312                          STATION RECOVERY (1970)
 LA0312
 LA0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0312'2.4 MI NE FROM SALEM.
 LA0312'ABOUT 5.9 MILES SOUTH ALONG WAYNE STREET AND UNION CITY ROAD
 LA0312'FROM THE POST OFFICE IN FORT RECOVERY, OHIO, THENCE WEST ON
 LA0312'PETERS ROAD FOR 1.5 MILES TO THE JUNCTION WITH INDIANA-OHIO
 LA0312'STATE LINE ROAD, THENCE SOUTH ALONG THE STATE LINE ROAD FOR
 LA0312'1.0 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 LA0312'IT IS 37 FEET WEST OF THE CENTER OF THE SURFACED ROAD AND 12
 LA0312'FEET WEST OF A METAL WITNESS POST AND SIGN AND IS SET IN THE
 LA0312'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 10 INCHES BELOW THE
 LA0312'SURFACE OF THE GROUND.
 LA0312
 LA0312                          STATION RECOVERY (1979)
 LA0312
 LA0312'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1979 (RH)
 LA0312'ZION 1932 RECOVERED GOOD.  ZION AZIMUTH 1932 RECOVERED GOOD.  R.M. 1
 LA0312'AND 2 RECOVERED GOOD.  ADEQUATE DESCRIPTION.  DISTANCE AND DIRECTION
 LA0312'FROM NEAREST TOWN--8 MILES NORTH OF UNION CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA0314 ***********************************************************************
 LA0314  DESIGNATION -  ZION AZ MK
 LA0314  PID         -  LA0314
 LA0314  STATE/COUNTY-  IN/JAY
 LA0314  COUNTRY     -  US
 LA0314  USGS QUAD   -  COSMOS (2016)
 LA0314
 LA0314                         *CURRENT SURVEY CONTROL
 LA0314  ______________________________________________________________________
 LA0314* NAD 83(1986) POSITION- 40 19 14.     (N) 084 48 13.     (W)   SCALED
 LA0314* NAVD 88 ORTHO HEIGHT -   330.206 (meters)     1083.35  (feet) ADJUSTED
 LA0314  ______________________________________________________________________
 LA0314  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 LA0314  DYNAMIC HEIGHT  -        330.039 (meters)     1082.80  (feet) COMP
 LA0314  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 LA0314
 LA0314  VERT ORDER      -  SECOND    CLASS 0
 LA0314
 LA0314.The horizontal coordinates were scaled from a map and have
 LA0314.an estimated accuracy of +/- 6 seconds.
 LA0314
 LA0314.The orthometric height was determined by differential leveling and
 LA0314.adjusted by the NATIONAL GEODETIC SURVEY
 LA0314.in June 1991.
 LA0314
 LA0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA0314.GEOID18 height accuracy estimate available here.
 LA0314
 LA0314.Click photographs - Photos may exist for this station.
 LA0314
 LA0314.The dynamic height is computed by dividing the NAVD 88
 LA0314.geopotential number by the normal gravity value computed on the
 LA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0314.degrees latitude (g = 980.6199 gals.).
 LA0314
 LA0314.The modeled gravity was interpolated from observed gravity values.
 LA0314
 LA0314;                    North         East    Units  Estimated Accuracy
 LA0314;SPC IN E     -   563,470.      173,350.      MT  (+/- 180 meters Scaled)
 LA0314
 LA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866656(NAD 83)
 LA0314
 LA0314                          SUPERSEDED SURVEY CONTROL
 LA0314
 LA0314  NGVD 29 (??/??/92)  330.357  (m)         1083.85   (f) ADJ UNCH    2 0
 LA0314
 LA0314.Superseded values are not recommended for survey control.
 LA0314
 LA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0314.See file dsdata.pdf to determine how the superseded data were derived.
 LA0314
 LA0314_MARKER: DR = REFERENCE MARK DISK
 LA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0314_STAMPING: ZION AZIMUTH 1932
 LA0314_MARK LOGO: CGS
 LA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0314+STABILITY: SURFACE MOTION
 LA0314
 LA0314  HISTORY     - Date     Condition        Report By
 LA0314  HISTORY     - 1932     MONUMENTED       CGS
 LA0314  HISTORY     - 1970     GOOD             NGS
 LA0314
 LA0314                          STATION DESCRIPTION
 LA0314
 LA0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0314'2.4 MI NE FROM SALEM.
 LA0314'ABOUT 5.9 MILES SOUTH ALONG WAYNE STREET AND UNION CITY ROAD
 LA0314'FROM THE POST OFFICE IN FORT RECOVERY, OHIO, THENCE WEST ON
 LA0314'PETERS ROAD FOR 1.5 MILES TO THE JUNCTION WITH INDIANA-OHIO
 LA0314'STATE LINE ROAD, THENCE SOUTH ALONG THE STATE LINE ROAD FOR
 LA0314'0.75 MILE.  IT IS 23.6 FEET WEST OF THE CENTER OF THE SURFACED
 LA0314'ROAD, 2.5 FEET NORTH OF A 4 X 4-INCH WOODEN WITNESS POST, AND
 LA0314'0.7 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN AND IS SET
 LA0314'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 LA0314'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 LA2352 ***********************************************************************
 LA2352  DESIGNATION -  ZION RM A
 LA2352  PID         -  LA2352
 LA2352  STATE/COUNTY-  IN/JAY
 LA2352  COUNTRY     -  US
 LA2352  USGS QUAD   -  COSMOS (2016)
 LA2352
 LA2352                         *CURRENT SURVEY CONTROL
 LA2352  ______________________________________________________________________
 LA2352* NAD 83(1997) POSITION- 40 18 59.54507(N) 084 48 14.64570(W)   ADJUSTED
 LA2352* NAVD 88 ORTHO HEIGHT -   342.20  (+/-2cm)     1122.7   (feet) VERTCON3
 LA2352  ______________________________________________________________________
 LA2352  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 LA2352  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 LA2352  HORZ ORDER      -  FIRST
 LA2352  VERT ORDER      -  THIRD ? (See Below)
 LA2352
 LA2352.The horizontal coordinates were established by classical geodetic methods
 LA2352.and adjusted by the National Geodetic Survey in May 1999.
 LA2352
 LA2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2352
 LA2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LA2352.GEOID18 height accuracy estimate available here.
 LA2352
 LA2352.The vertical order pertains to the NGVD 29 superseded value.
 LA2352
 LA2352.Click photographs - Photos may exist for this station.
 LA2352
 LA2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 LA2352
 LA2352. The following values were computed from the NAD 83(1997) position.
 LA2352
 LA2352;                    North         East     Units Scale Factor Converg.
 LA2352;SPC IN E     -   563,021.466   173,317.365   MT  1.00003281   +0 33 29.3
 LA2352;SPC IN E     - 1,847,179.59    568,625.39   sFT  1.00003281   +0 33 29.3
 LA2352;SPC OH N     -    74,753.792   404,176.240   MT  1.00002442   -1 30 49.2
 LA2352;SPC OH N     -   245,254.73  1,326,034.88   sFT  1.00002442   -1 30 49.2
 LA2352;SPC OH S     -   259,680.423   404,166.112   MT  1.00006834   -1 27 43.1
 LA2352;SPC OH S     -   851,968.19  1,326,001.65   sFT  1.00006834   -1 27 43.1
 LA2352;UTM  16      - 4,465,205.070   686,583.214   MT  1.00002856   +1 25 16.3
 LA2352
 LA2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2352!SPC IN E     -   0.99995156  x   1.00003281  =   0.99998437
 LA2352!SPC OH N     -   0.99995156  x   1.00002442  =   0.99997598
 LA2352!SPC OH S     -   0.99995156  x   1.00006834  =   1.00001989
 LA2352!UTM  16      -   0.99995156  x   1.00002856  =   0.99998012
 LA2352
 LA2352:                Primary Azimuth Mark                     Grid Az
 LA2352:SPC IN E     -  JUTTE                                    359 36 21.8
 LA2352:SPC OH N     -  JUTTE                                    001 40 40.3
 LA2352:SPC OH S     -  JUTTE                                    001 37 34.2
 LA2352:UTM  16      -  JUTTE                                    358 44 34.8
 LA2352
 LA2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8658365205(NAD 83)
 LA2352
 LA2352|---------------------------------------------------------------------|
 LA2352| PID    Reference Object                     Distance      Geod. Az  |
 LA2352|                                                           dddmmss.s |
 LA2352| LA0362 JUTTE                               APPROX.12.7 KM 0000951.1 |
 LA2352| LA2353 ROSE HILL ATT MICROWAVE             APPROX. 3.7 KM 0371711.0 |
 LA2352| LA0312 ZION                                 26.944 METERS 06457     |
 LA2352| LA2331 UNION CITY MUNICIPAL TANK           APPROX.11.9 KM 1810719.9 |
 LA2352|---------------------------------------------------------------------|
 LA2352
 LA2352                          SUPERSEDED SURVEY CONTROL
 LA2352
 LA2352  NAD 83(1995)-  40 18 59.54519(N)    084 48 14.64571(W) AD(       ) 1
 LA2352  NAD 83(1986)-  40 18 59.54846(N)    084 48 14.65881(W) AD(       ) 1
 LA2352  NAD 27      -  40 18 59.38307(N)    084 48 14.79141(W) AD(       ) 1
 LA2352  NGVD 29             342.35   (m)         1123.2    (f) LEVELING    3  
 LA2352
 LA2352.Superseded values are not recommended for survey control.
 LA2352
 LA2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2352.See file dsdata.pdf to determine how the superseded data were derived.
 LA2352
 LA2352_MARKER: DS = TRIANGULATION STATION DISK
 LA2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2352_STAMPING: ZION RM A 1970
 LA2352_MARK LOGO: CGS
 LA2352_PROJECTION: RECESSED 46 CENTIMETERS
 LA2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2352+STABILITY: SURFACE MOTION
 LA2352
 LA2352  HISTORY     - Date     Condition        Report By
 LA2352  HISTORY     - 1970     MONUMENTED       NGS
 LA2352
 LA2352                          STATION DESCRIPTION
 LA2352
 LA2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2352'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF UNION CITY, 7 MILES
 LA2352'SOUTH-SOUTHWEST OF FORT
 LA2352'RECOVERY, OHIO, JUST WEST OF THE INDIANA-OHIO STATE LINE AND ON THE
 LA2352'HIGHEST POINT OF A FIELD OWNED
 LA2352'BY MR. ALBERT PRESCOTT.
 LA2352'
 LA2352'THE STATION MARKS ARE STANDARD TRIANGULATION STATION MARK DISKS
 LA2352'STAMPED, ZION RM A 1970, THE
 LA2352'SURFACE MARK IS SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT
 LA2352'IS 18 INCHES BELOW THE GROUND
 LA2352'SURFACE.  IT IS 100 FEET WEST OF A NORTH-SOUTH FENCE AND
 LA2352'91.5 FEET WEST-SOUTHWEST OF A METAL WITNESS
 LA2352'POST WITH SIGN ATTACHED SET IN THE NORTH-SOUTH
 LA2352'FENCE.  THE UNDERGROUND DISK IS SET ABOUT 42 INCHES BELOW THE
 LA2352'GROUND SURFACE.
 LA2352'
 LA2352'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ZION 1932,
 LA2352'THE DISTANCE (REDUCED TO SEA
 LA2352'LEVEL) AND THE DIRECTION ARE NOTED IN THE BOX SCORE.
 LA2352'
 LA2352'TO REACH THE STATION FROM THE POST OFFICE IN FORT RECOVERY, OHIO, GO
 LA2352'SOUTH ON WAYNE STREET AND
 LA2352'UNION CITY ROAD FOR 5.9 MILES TO THE JUNCTION OF PETERS ROAD.  TURN
 LA2352'RIGHT AND GO WEST ON PETERS ROAD
 LA2352'FOR 1.5 MILES TO THE JUNCTION OF INDIANA-OHIO STATE
 LA2352'LINE ROAD.  TURN LEFT AND GO SOUTH ON THE
 LA2352'INDIANA-OHIO STATE LINE ROAD FOR 0.75 MILE
 LA2352'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD SOUTH ON
 LA2352'THE SURFACED ROAD FOR 0.25 MILE TO
 LA2352'THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA2033 ***********************************************************************
 JA2033  DESIGNATION -  ZIPP
 JA2033  PID         -  JA2033
 JA2033  STATE/COUNTY-  IN/VANDERBURGH
 JA2033  COUNTRY     -  US
 JA2033  USGS QUAD   -  EVANSVILLE NORTH (2019)
 JA2033
 JA2033                         *CURRENT SURVEY CONTROL
 JA2033  ______________________________________________________________________
 JA2033* NAD 83(1997) POSITION- 38 02 07.92935(N) 087 33 56.42323(W)   ADJUSTED
 JA2033* NAVD 88 ORTHO HEIGHT -   154.9   (meters)      508.    (feet) VERTCON3
 JA2033  ______________________________________________________________________
 JA2033  GEOID HEIGHT    -        -31.116 (meters)                     GEOID18
 JA2033  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 JA2033  HORZ ORDER      -  SECOND
 JA2033
 JA2033.The horizontal coordinates were established by classical geodetic methods
 JA2033.and adjusted by the National Geodetic Survey in May 1999.
 JA2033
 JA2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2033
 JA2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA2033.GEOID18 height accuracy estimate available here.
 JA2033
 JA2033.Click photographs - Photos may exist for this station.
 JA2033
 JA2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA2033
 JA2033. The following values were computed from the NAD 83(1997) position.
 JA2033
 JA2033;                    North         East     Units Scale Factor Converg.
 JA2033;SPC IN W     -   309,548.089   857,656.651   MT  0.99998874   -0 17 49.9
 JA2033;SPC IN W     - 1,015,575.69  2,813,828.53   sFT  0.99998874   -0 17 49.9
 JA2033;UTM  16      - 4,209,908.806   450,359.191   MT  0.99963035   -0 20 54.8
 JA2033
 JA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2033!SPC IN W     -   0.99998058  x   0.99998874  =   0.99996932
 JA2033!UTM  16      -   0.99998058  x   0.99963035  =   0.99961093
 JA2033
 JA2033:                Primary Azimuth Mark                     Grid Az
 JA2033:SPC IN W     -  LUTTERMAN                                252 18 16.5
 JA2033:UTM  16      -  LUTTERMAN                                252 21 21.4
 JA2033
 JA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5035909908(NAD 83)
 JA2033
 JA2033|---------------------------------------------------------------------|
 JA2033| PID    Reference Object                     Distance      Geod. Az  |
 JA2033|                                                           dddmmss.s |
 JA2033| CG9483 ZIPP RM 1                            22.670 METERS 05652     |
 JA2033| JA2039 EVANSVILLE MUNICIPAL TANK            24.318 METERS 15729     |
 JA2033| HA1669 EVANSVILLE TV STA WFIE MAST         APPROX. 5.8 KM 2060643.9 |
 JA2033| HA1668 EVANSVILLE RADIO STA WIKY TWR       APPROX. 5.9 KM 2075423.0 |
 JA2033| CG9482 ZIPP AZ MK                                         2153216.6 |
 JA2033| JA2041 LUTTERMAN                           APPROX. 7.3 KM 2520026.6 |
 JA2033| JA2034 EVANSVILLE MUNICIPAL STANDPIPE       87.622 METERS 25644     |
 JA2033| CG9484 ZIPP RM 2                            19.405 METERS 35506     |
 JA2033|---------------------------------------------------------------------|
 JA2033
 JA2033                          SUPERSEDED SURVEY CONTROL
 JA2033
 JA2033  NAD 83(1993)-  38 02 07.93520(N)    087 33 56.42363(W) AD(       ) 2
 JA2033  NAD 83(1986)-  38 02 07.93862(N)    087 33 56.42743(W) AD(       ) 2
 JA2033  NAD 27      -  38 02 07.79526(N)    087 33 56.35579(W) AD(       ) 2
 JA2033  NGVD 29 (07/19/86)  155.0    (m)          509.     (f) VERT ANG       
 JA2033
 JA2033.Superseded values are not recommended for survey control.
 JA2033
 JA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2033.See file dsdata.pdf to determine how the superseded data were derived.
 JA2033
 JA2033_MARKER: DS = TRIANGULATION STATION DISK
 JA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2033_STAMPING: ZIPP 1961
 JA2033_MARK LOGO: CGS
 JA2033_PROJECTION: FLUSH
 JA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2033+STABILITY: SURFACE MOTION
 JA2033
 JA2033  HISTORY     - Date     Condition        Report By
 JA2033  HISTORY     - 1961     MONUMENTED       CGS
 JA2033  HISTORY     - 1966     GOOD             CGS
 JA2033  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 JA2033
 JA2033                          STATION DESCRIPTION
 JA2033
 JA2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2033'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE, 1.5 MILES
 JA2033'WEST OF THE DRESS MEMORIAL AIRPORT, 1.5 MILES WEST OF U S HIGHWAY 41
 JA2033'AND IN A SMALL PARK JUST NORTH OF THE EAST ONE OF TWO WATER TANKS.
 JA2033'
 JA2033'TO REACH THE STATION FROM ENTRANCE TO THE DRESS MEMORIAL AIRPORT,
 JA2033'(WHICH IS ABOUT 4 MILES NORTH OF EVANSVILLE ON U S HIGHWAY 41) GO
 JA2033'SOUTH ON U S HIGHWAY 41 FOR 0.3 MILE TO A TRAFFIC SIGNAL, TURN RIGHT,
 JA2033'GO WEST AND SOUTH ON A BLACKTOP ROAD FOR 0.7 MILES TO A SIDE ROAD
 JA2033'RIGHT, TURN RIGHT, GO WEST ON CHRIST ROAD FOR 0.85 MILE TO A T ROAD,
 JA2033'TURN RIGHT, GO NORTH FOR 0.6 MILE TO A T ROAD, TURN LEFT, GO NORTHWEST
 JA2033'ON CAMPGROUND ROAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK (WEST) FOR
 JA2033'0.15 MILE TO THE ENTRANCE TO A SMALL PARK AND THE STATION ON THE LEFT
 JA2033'JUST NORTH OF THE EAST ONE OF TWO WATER TANKS.
 JA2033'
 JA2033'STATION MARK, A STANDARD TRIAGULATION STATION DISK SET IN TOP OF A
 JA2033'12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JA2033'THE GROUND AND IS STAMPED ZIPP 1961.  THE MARK IS 161 FEET SOUTH OF
 JA2033'THE CENTER OF ROAD, 77.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 JA2033'FENCE AROUND WATER TANK, 38 FEET NORTH OF THE NORTHWEST CORNER OF
 JA2033'FENCE AROUND WATER TANK AND 23.6 FEET SOUTHEAST OF A DOUBLE TRUNK
 JA2033'CEDAR TREE.
 JA2033'
 JA2033'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JA2033'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2033'AND IS STAMPED ZIPP NO 1 1961.  THE MARK IS 97 FEET SOUTH OF THE
 JA2033'CENTER OF A 4-FOOT BOX CULVERT AND 80.5 FEET NORTH OF THE NORTHEAST
 JA2033'CORNER OF FENCE AROUND WATER TANK.
 JA2033'
 JA2033'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JA2033'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JA2033'AND IS STAMPED ZIPP NO 2 1961.  THE MARK IS 101 FEET NORTH OF THE
 JA2033'NORTHWEST CORNER OF THE FENCE AROUND THE WATER TANK AND 96.6 FEET
 JA2033'SOUTH OF THE CENTER OF ROAD.
 JA2033'
 JA2033'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JA2033'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2033'STAMPED ZIPP 1961.  THE MARK IS 73.3 FEET EAST-SOUTHEAST OF THE
 JA2033'NORTHWEST END OF A PIPE RAILING, 8 FEET SOUTH OF THE CENTER OF A
 JA2033'CIRCLE DRIVEWAY, 2.3 FEET NORTH OF A WITNESS POST AND 1.5 FEET
 JA2033'NORTH-NORTHEAST OF A PIPE RAILING.
 JA2033'
 JA2033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ABOUT 200
 JA2033'FEET TO A CIRCLE DRIVEWAY, BEAR LEFT AND GO SOUTHERLY AND WESTERLY ON
 JA2033'CIRCLE DRIVEWAY FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JA2033'
 JA2033'DISTANCE FROM RM NO 1 TO RM NO 2 IS 71.47 FEET OR 21.782 METERS.
 JA2033'
 JA2033'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 JA2033
 JA2033                          STATION RECOVERY (1966)
 JA2033
 JA2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 JA2033'STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE.
 JA2033'
 JA2033'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 JA2033
 JA2033                          STATION RECOVERY (1995)
 JA2033
 JA2033'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1968 ***********************************************************************
 JA1968  DESIGNATION -  ZOAR
 JA1968  PID         -  JA1968
 JA1968  STATE/COUNTY-  IN/DUBOIS
 JA1968  COUNTRY     -  US
 JA1968  USGS QUAD   -  VELPEN (2019)
 JA1968
 JA1968                         *CURRENT SURVEY CONTROL
 JA1968  ______________________________________________________________________
 JA1968* NAD 83(1997) POSITION- 38 16 09.22507(N) 087 04 19.37388(W)   ADJUSTED
 JA1968* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 JA1968  ______________________________________________________________________
 JA1968  GEOID HEIGHT    -        -31.989 (meters)                     GEOID18
 JA1968  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 JA1968  HORZ ORDER      -  SECOND
 JA1968
 JA1968.The horizontal coordinates were established by classical geodetic methods
 JA1968.and adjusted by the National Geodetic Survey in May 1999.
 JA1968
 JA1968.The orthometric height was scaled from a topographic map.
 JA1968
 JA1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1968.GEOID18 height accuracy estimate available here.
 JA1968
 JA1968.Click photographs - Photos may exist for this station.
 JA1968
 JA1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1968
 JA1968. The following values were computed from the NAD 83(1997) position.
 JA1968
 JA1968;                    North         East     Units Scale Factor Converg.
 JA1968;SPC IN W     -   335,377.268   900,987.525   MT  0.99996668   +0 00 25.2
 JA1968;SPC IN W     - 1,100,316.92  2,955,989.90   sFT  0.99996668   +0 00 25.2
 JA1968;UTM  16      - 4,235,689.698   493,697.547   MT  0.99960049   -0 02 40.6
 JA1968
 JA1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1968!SPC IN W     -   0.99997773  x   0.99996668  =   0.99994442
 JA1968!UTM  16      -   0.99997773  x   0.99960049  =   0.99957823
 JA1968
 JA1968:                Primary Azimuth Mark                     Grid Az
 JA1968:SPC IN W     -  DUBO                                     090 33 11.2
 JA1968:UTM  16      -  DUBO                                     090 36 17.0
 JA1968
 JA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9369735689(NAD 83)
 JA1968
 JA1968|---------------------------------------------------------------------|
 JA1968| PID    Reference Object                     Distance      Geod. Az  |
 JA1968|                                                           dddmmss.s |
 JA1968| JA1969 DUBO                                APPROX. 3.2 KM 0903336.4 |
 JA1968| JA1966 563                                  89.749 METERS 25915     |
 JA1968| CG9489 ZOAR RM 2                            30.678 METERS 26259     |
 JA1968| CG9488 ZOAR RM 1                            20.178 METERS 34105     |
 JA1968|---------------------------------------------------------------------|
 JA1968
 JA1968                          SUPERSEDED SURVEY CONTROL
 JA1968
 JA1968  NAD 83(1993)-  38 16 09.22899(N)    087 04 19.37723(W) AD(       ) 2
 JA1968  NAD 83(1986)-  38 16 09.23278(N)    087 04 19.37668(W) AD(       ) 2
 JA1968  NAD 27      -  38 16 09.04600(N)    087 04 19.37300(W) AD(       ) 2
 JA1968
 JA1968.Superseded values are not recommended for survey control.
 JA1968
 JA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1968.See file dsdata.pdf to determine how the superseded data were derived.
 JA1968
 JA1968_MARKER: DS = TRIANGULATION STATION DISK
 JA1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1968_STAMPING: ZOAR 1946
 JA1968_MARK LOGO: CGS
 JA1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1968+STABILITY: SURFACE MOTION
 JA1968
 JA1968  HISTORY     - Date     Condition        Report By
 JA1968  HISTORY     - 1946     MONUMENTED       CGS
 JA1968  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JA1968
 JA1968                          STATION DESCRIPTION
 JA1968
 JA1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1968'THE STATION IS ALONG STATE HIGHWAY 64, AT THE COUNTY LINE BETWEEN
 JA1968'DUBOIS AND PIKE, AT THE ZOAR CHURCH.  IT IS 27.7 FEET EAST OF THE
 JA1968'CHURCH CORNER AND 19 FEET WEST OF A POWER LINE POLE, NUMBER 34, 6.3
 JA1968'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND IS
 JA1968'STAMPED ZOAR 1946.
 JA1968'
 JA1968'REFERENCE MARK NUMBER 1 IS 66.20 FEET NORTH OF THE STATION, 4.5 FEET
 JA1968'EAST OF THE NORTHEAST CORNER OF THE CHURCH.  THE MARK PROJECTS 6
 JA1968'INCHES AND IS STAMPED ZOAR NO 1 1946.
 JA1968'
 JA1968'REFERENCE MARK NUMBER 2 IS 100.65 FEET WEST-SOUTHWEST OF THE STATION,
 JA1968'36.4 FEET SOUTHWEST OF THE CHURCH CORNER AND 10.9 FEET SOUTH OF THE
 JA1968'CHURCH DRIVE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ZOAR
 JA1968'NO 2 1946.
 JA1968'
 JA1968'STATION DUBO WAS USED AS THE AZIMUTH MARK.
 JA1968'
 JA1968'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 64, WHERE 64 GOES
 JA1968'WEST IN HUNTINGBURG, GO WEST ON STATE HIGHWAY 64 FOR 6.9 MILES TO THE
 JA1968'COUNTY LINE AT ZOAR, TURN LEFT ALONG COUNTY LINE ABOUT 100 YARDS, THEN
 JA1968'LEFT UP HILL TO THE BRICK CHURCH AND STATION.
 JA1968
 JA1968                          STATION RECOVERY (1950)
 JA1968
 JA1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1968'STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE MARK
 JA1968'NO 1 FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 HAD BEEN HIT BY
 JA1968'CARS AND MOVED FROM ITS ORIGINAL POSITION, IT WAS ALSO OBSTRUCTED FROM
 JA1968'THE STATION DUE TO NEW BUILDING AND WAS DESTROYED BY THIS PARTY.  DUE
 JA1968'TO REBUILDING OF THE CHURCH AND EXCAVATING AND FILLING OF THE LAND THE
 JA1968'STATION MARK WAS IN DANGER OF BEING DESTROYED.  AT THE CHURCH BOARDS
 JA1968'REQUEST THE ORIGINAL POINT WAS HELD AND THE STATION MARK LOWERED.  THE
 JA1968'OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES-
 JA1968'
 JA1968'STATION IS LOCATED 50 FEET SOUTH OF AN 18 INCH MAPLE TREE, 59 FEET
 JA1968'SOUTHEAST OF NORTHEAST CORNER AND 35 FEET EAST OF THE SOUTHEAST CORNER
 JA1968'OF THE CHURCH.  THE MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 JA1968'GROUND AND THE DISK IS STAMPED ZOAR 1946 1950.
 JA1968'
 JA1968'REFERENCE MARK NO 1 IS 18 FEET NORTHWEST OF THE 18 INCH MAPLE TREE AND
 JA1968'16 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH.  THE MARK IS
 JA1968'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JA1968'ZOAR NO 1 1946.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 JA1967 ***********************************************************************
 JA1967  DESIGNATION -  ZOAR METHODIST CHURCH SPIRE
 JA1967  PID         -  JA1967
 JA1967  STATE/COUNTY-  IN/DUBOIS
 JA1967  COUNTRY     -  US
 JA1967  USGS QUAD   -  VELPEN (2019)
 JA1967
 JA1967                         *CURRENT SURVEY CONTROL
 JA1967  ______________________________________________________________________
 JA1967* NAD 83(1997) POSITION- 38 16 09.31773(N) 087 04 19.94981(W)   ADJUSTED
 JA1967  ______________________________________________________________________
 JA1967  GEOID HEIGHT    -        -31.989 (meters)                     GEOID18
 JA1967  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 JA1967  HORZ ORDER      -  THIRD
 JA1967
 JA1967.The horizontal coordinates were established by classical geodetic methods
 JA1967.and adjusted by the National Geodetic Survey in May 1999.
 JA1967
 JA1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 JA1967.GEOID18 height accuracy estimate available here.
 JA1967
 JA1967.Click photographs - Photos may exist for this station.
 JA1967
 JA1967.The Laplace correction was computed from DEFLEC18 derived deflections.
 JA1967
 JA1967. The following values were computed from the NAD 83(1997) position.
 JA1967
 JA1967;                    North         East     Units Scale Factor Converg.
 JA1967;SPC IN W     -   335,380.123   900,973.525   MT  0.99996668   +0 00 24.8
 JA1967;SPC IN W     - 1,100,326.29  2,955,943.97   sFT  0.99996668   +0 00 24.8
 JA1967;UTM  16      - 4,235,692.565   493,683.555   MT  0.99960049   -0 02 41.0
 JA1967
 JA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9368335692(NAD 83)
 JA1967
 JA1967                          SUPERSEDED SURVEY CONTROL
 JA1967
 JA1967  NAD 83(1993)-  38 16 09.32165(N)    087 04 19.95316(W) AD(       ) 3
 JA1967  NAD 83(1986)-  38 16 09.32557(N)    087 04 19.95254(W) AD(       ) 3
 JA1967  NAD 27      -  38 16 09.14000(N)    087 04 19.95000(W) AD(       ) 3
 JA1967
 JA1967.Superseded values are not recommended for survey control.
 JA1967
 JA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1967.See file dsdata.pdf to determine how the superseded data were derived.
 JA1967
 JA1967_MARKER: 90 = CHURCH SPIRE
 JA1967
 JA1967  HISTORY     - Date     Condition        Report By
 JA1967  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1967
 JA1967                          STATION DESCRIPTION
 JA1967
 JA1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1967'THE STATION IS THE SPIRE OF THE CHURCH, LOCATED ABOUT 160 FEET SOUTH
 JA1967'OF HIGHWAY 64 AND 8
 JA1967'FEET NORTH OF GRAVEL DRIVEWAY.  IT IS BUILT OF RED
 JA1967'BRICK WITH A SLATE COVERED SPIRE
 JA1967'AND IS ABOUT 60 FEET HIGH.  AT ONE
 JA1967'TIME THIS CHURCH WAS CALLED THE GERMAN EPISCOPAL
 JA1967'METHODIST CHURCH AND
 JA1967'THE NAME PLATE ON THE CHURCH IS GEMEINDE CHURCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0538 ***********************************************************************
 ME0538  DESIGNATION -  ZOBEL
 ME0538  PID         -  ME0538
 ME0538  STATE/COUNTY-  IN/STARKE
 ME0538  COUNTRY     -  US
 ME0538  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0538
 ME0538                         *CURRENT SURVEY CONTROL
 ME0538  ______________________________________________________________________
 ME0538* NAD 83(1997) POSITION- 41 23 22.45554(N) 086 41 54.04010(W)   ADJUSTED
 ME0538* NAVD 88 ORTHO HEIGHT -   206.935 (meters)      678.92  (feet) ADJUSTED
 ME0538  ______________________________________________________________________
 ME0538  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 ME0538  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 ME0538  DYNAMIC HEIGHT  -        206.851 (meters)      678.64  (feet) COMP
 ME0538  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 ME0538
 ME0538  HORZ ORDER      -  SECOND
 ME0538  VERT ORDER      -  FIRST     CLASS I
 ME0538
 ME0538.The horizontal coordinates were established by classical geodetic methods
 ME0538.and adjusted by the National Geodetic Survey in May 1999.
 ME0538
 ME0538.The orthometric height was determined by differential leveling and
 ME0538.adjusted by the NATIONAL GEODETIC SURVEY
 ME0538.in June 1991.
 ME0538
 ME0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0538.GEOID18 height accuracy estimate available here.
 ME0538
 ME0538.Click photographs - Photos may exist for this station.
 ME0538
 ME0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 ME0538
 ME0538.The dynamic height is computed by dividing the NAVD 88
 ME0538.geopotential number by the normal gravity value computed on the
 ME0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0538.degrees latitude (g = 980.6199 gals.).
 ME0538
 ME0538.The modeled gravity was interpolated from observed gravity values.
 ME0538
 ME0538. The following values were computed from the NAD 83(1997) position.
 ME0538
 ME0538;                    North         East     Units Scale Factor Converg.
 ME0538;SPC IN W     -   681,893.126   932,198.599   MT  0.99997942   +0 15 16.4
 ME0538;SPC IN W     - 2,237,177.70  3,058,388.24   sFT  0.99997942   +0 15 16.4
 ME0538;UTM  16      - 4,582,048.499   525,219.743   MT  0.99960783   +0 11 58.0
 ME0538
 ME0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0538!SPC IN W     -   0.99997286  x   0.99997942  =   0.99995228
 ME0538!UTM  16      -   0.99997286  x   0.99960783  =   0.99958070
 ME0538
 ME0538:                Primary Azimuth Mark                     Grid Az
 ME0538:SPC IN W     -  MILL                                     341 55 16.4
 ME0538:UTM  16      -  MILL                                     341 58 34.8
 ME0538
 ME0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2521982048(NAD 83)
 ME0538
 ME0538|---------------------------------------------------------------------|
 ME0538| PID    Reference Object                     Distance      Geod. Az  |
 ME0538|                                                           dddmmss.s |
 ME0538| ME0539 ZOBEL RM 1                           29.799 METERS 05839     |
 ME0538| ME2356 KNOX CO CTHSE CLOCK TOWER           APPROX.11.9 KM 1474825.4 |
 ME0538| ME2355 KNOX MUNICIPAL STANDPIPE            APPROX.11.8 KM 1483106.4 |
 ME0538| ME0537 TT STA NO 27 F                       29.130 METERS 31146     |
 ME0538| ME2362 MILL                                APPROX. 5.9 KM 3421032.8 |
 ME0538|---------------------------------------------------------------------|
 ME0538
 ME0538                          SUPERSEDED SURVEY CONTROL
 ME0538
 ME0538  NAD 83(1986)-  41 23 22.45873(N)    086 41 54.04588(W) AD(       ) 2
 ME0538  NAD 27      -  41 23 22.29720(N)    086 41 53.98250(W) AD(       ) 2
 ME0538  NGVD 29 (??/??/92)  207.036  (m)          679.25   (f) ADJ UNCH    1 1
 ME0538  NGVD 29             207.04   (m)          679.3    (f) LEVELING    3  
 ME0538
 ME0538.Superseded values are not recommended for survey control.
 ME0538
 ME0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0538.See file dsdata.pdf to determine how the superseded data were derived.
 ME0538
 ME0538_MARKER: DS = TRIANGULATION STATION DISK
 ME0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0538_STAMPING: ZOBEL 1952
 ME0538_MARK LOGO: CGS
 ME0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0538+STABILITY: SURFACE MOTION
 ME0538
 ME0538  HISTORY     - Date     Condition        Report By
 ME0538  HISTORY     - 1952     MONUMENTED       CGS
 ME0538  HISTORY     - 1960     GOOD             LOCENG
 ME0538  HISTORY     - 1968     GOOD             CGS
 ME0538  HISTORY     - 1968     GOOD             CGS
 ME0538  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0538
 ME0538                          STATION DESCRIPTION
 ME0538
 ME0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME0538'STATION IS LOCATED ABOUT 6 MILES WEST OF HAMLET AND ABOUT 4 MILES EAST
 ME0538'OF HANNA ON PROPERTY OWNED BY WILLIAM ZOBEL.  IT IS 57 FEET SOUTHEAST
 ME0538'OF THE INTERSECTION OF A CROSSROAD, 51 FEET EAST OF THE CENTER OF A
 ME0538'PAVED ROAD, 27 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 7 FEET
 ME0538'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 ME0538'DISK IS STAMPED ZOBEL 1952.
 ME0538'
 ME0538'REFERENCE MARK NO. 1 IS 135 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 ME0538'25 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF A
 ME0538'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ZOBEL
 ME0538'NO 1 1952.
 ME0538'
 ME0538'TT 27 F (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 41 FEET
 ME0538'NORTHWEST OF THE INTERSECTION OF THE CROSSROAD, 38 FEET NORTH OF THE
 ME0538'CENTER OF THE GRAVEL ROAD, 22 FEET WEST OF THE CENTER OF THE PAVED
 ME0538'ROAD, 13 FEET NORTH OF A FENCE CORNER AND 3 FEET EAST OF A FENCELINE.
 ME0538'THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES WITH A
 ME0538'BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT STA NO 27 F
 ME0538'1928.
 ME0538'
 ME0538'BENCH MARK A 7 WAS USED AS THE AZIMUTH MARK.  IT IS 121 FEET SOUTH OF
 ME0538'THE SOUTH RAIL OF A RAILROAD, 26 FEET WEST OF THE CENTER OF A PAVED
 ME0538'ROAD, 5 FEET NORTHWEST OF A FENCE CORNER AND 2 FEET NORTH OF A
 ME0538'FENCELINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 8
 ME0538'INCHES WITH A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 ME0538'SET IN THE TOP STAMPED A 7 ELEV 680 310 FT.
 ME0538'
 ME0538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 35 AND 30
 ME0538'WHICH IS ABOUT 2 MILES WEST OF HAMLET, GO WEST ON U.S. HIGHWAY 30 FOR
 ME0538'3.75 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT ON PAVED ROAD AND GO
 ME0538'SOUTH, CROSSING RAILROAD TRACKS, FOR 0.05 MILE TO A T-ROAD
 ME0538'INTERSECTION, TURN RIGHT AND GO 0.05 MILE TO WHERE ROAD CURVES SHARP
 ME0538'SOUTH AND BENCH MARK A 7 ON THE RIGHT, CONTINUE SOUTH ON PAVED ROAD
 ME0538'FOR 0.75 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE.
 ME0538'
 ME0538'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME0538
 ME0538                          STATION RECOVERY (1960)
 ME0538
 ME0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 ME0538'RECOVERED BY SURBRANCH ENG DIVISION STATION RECOVERED IN GOOD
 ME0538'CONDITION.
 ME0538
 ME0538                          STATION RECOVERY (1968)
 ME0538
 ME0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 ME0538'THE STATION, RM 1, TT STA NO 27 F AND BENCH MARK A 7 WERE ALL
 ME0538'RECOVERED AND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 ME0538
 ME0538                          STATION RECOVERY (1968)
 ME0538
 ME0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME0538'5.4 MI SE FROM HANNA.
 ME0538'ABOUT 4.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD
 ME0538'FROM THE CROSSING OF THOMPSON STREET AT HANNA, THENCE 0.8 MILE SOUTH
 ME0538'ALONG RANGE ROAD, IN SECTION 19, R 2 W, T 34 N, 57 FEET SOUTHEAST
 ME0538'OF THE CENTER OF THE INTERSECTION OF RANGE ROAD AND COUNTY ROAD 600 N,
 ME0538'50 1/2 FEET EAST OF THE CENTER LINE OF RANGE ROAD, 26 1/2 FEET
 ME0538'SOUTH OF THE CENTER LINE OF ROAD 600 N, ABOUT LEVEL WITH THE
 ME0538'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 ME0538'ABOVE THE LEVEL OF THE GROUND.
 ME0538
 ME0538                          STATION RECOVERY (1992)
 ME0538
 ME0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0538'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME0539 ***********************************************************************
 ME0539  DESIGNATION -  ZOBEL RM 1
 ME0539  PID         -  ME0539
 ME0539  STATE/COUNTY-  IN/STARKE
 ME0539  COUNTRY     -  US
 ME0539  USGS QUAD   -  KINGSFORD HEIGHTS (2019)
 ME0539
 ME0539                         *CURRENT SURVEY CONTROL
 ME0539  ______________________________________________________________________
 ME0539* NAD 83(1986) POSITION- 41 23 22.96   (N) 086 41 52.94   (W)   HD_HELD1
 ME0539* NAVD 88 ORTHO HEIGHT -   207.325 (meters)      680.20  (feet) ADJUSTED
 ME0539  ______________________________________________________________________
 ME0539  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 ME0539  DYNAMIC HEIGHT  -        207.240 (meters)      679.92  (feet) COMP
 ME0539  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 ME0539
 ME0539  VERT ORDER      -  FIRST     CLASS I
 ME0539
 ME0539.The horizontal coordinates were determined by differentially corrected
 ME0539.hand held GPS observations or other comparable positioning techniques
 ME0539.and have an estimated accuracy of +/- 3 meters.
 ME0539
 ME0539.The orthometric height was determined by differential leveling and
 ME0539.adjusted by the NATIONAL GEODETIC SURVEY
 ME0539.in June 1991.
 ME0539
 ME0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME0539.GEOID18 height accuracy estimate available here.
 ME0539
 ME0539.Click photographs - Photos may exist for this station.
 ME0539
 ME0539.The dynamic height is computed by dividing the NAVD 88
 ME0539.geopotential number by the normal gravity value computed on the
 ME0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0539.degrees latitude (g = 980.6199 gals.).
 ME0539
 ME0539.The modeled gravity was interpolated from observed gravity values.
 ME0539
 ME0539;                    North         East    Units  Estimated Accuracy
 ME0539;SPC IN W     -   681,908.8     932,224.1     MT  (+/- 3 meters HH1 GPS) 
 ME0539
 ME0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2524582064(NAD 83)
 ME0539
 ME0539                          SUPERSEDED SURVEY CONTROL
 ME0539
 ME0539  NGVD 29 (??/??/92)  207.425  (m)          680.53   (f) ADJ UNCH    1 1
 ME0539
 ME0539.Superseded values are not recommended for survey control.
 ME0539
 ME0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0539.See file dsdata.pdf to determine how the superseded data were derived.
 ME0539
 ME0539_MARKER: DR = REFERENCE MARK DISK
 ME0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0539_STAMPING: ZOBEL NO 1 1952
 ME0539_MARK LOGO: CGS
 ME0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0539+STABILITY: SURFACE MOTION
 ME0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0539+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 ME0539
 ME0539  HISTORY     - Date     Condition        Report By
 ME0539  HISTORY     - 1952     MONUMENTED       CGS
 ME0539  HISTORY     - 1968     GOOD             CGS
 ME0539  HISTORY     - 19920901 GOOD             NGS
 ME0539
 ME0539                          STATION DESCRIPTION
 ME0539
 ME0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME0539'5.4 MI SE FROM HANNA.
 ME0539'ABOUT 4.6 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0539'CROSSING OF THOMPSON STREET AT HANNA, THENCE 0.8 MILE SOUTH
 ME0539'ALONG RANGE ROAD, IN SECTION 18, R 2 W, T 34 N, 97.7 FEET
 ME0539'NORTHEAST OF AND ACROSS COUNTY ROAD 600 NORTH FROM THE STATION
 ME0539'MARK DESCRIBED, 135 FEET EAST OF THE CENTER OF THE INTERSECTION
 ME0539'OF RANGE ROAD AND COUNTY ROAD 600 NORTH, 23 1/2 FEET NORTH OF THE
 ME0539'CENTER LINE OF COUNTY ROAD 600 N, 23 1/2 FEET WEST OF A TELEPHONE
 ME0539'POLE, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROADS
 ME0539'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 ME0539'THE LEVEL OF THE GROUND.
 ME0539
 ME0539                          STATION RECOVERY (1992)
 ME0539
 ME0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0539'0.4 KM (0.25 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0539'IN HANNA, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A PAVED ROAD (OLD
 ME0539'U.S. HIGHWAY 30) AND U.S. HIGHWAY 30,THENCE 0.1 KM (0.05 MI)
 ME0539'SOUTHERLY ALONG 50 EAST ROAD, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG
 ME0539'EAST YELLOWSTONE TRAIL, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG RANGE
 ME0539'ROAD, 40.5 M (132.9 FT) EAST OF THE ROAD CENTER, 7.6 M (24.9 FT)
 ME0539'NORTH OF AND LEVEL WITH THE CENTER OF 600 NORTH ROAD, 0.3 M (1.0 FT)
 ME0539'SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 ME0539'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 MD1806 ***********************************************************************
 MD1806  DESIGNATION -  ZULU
 MD1806  PID         -  MD1806
 MD1806  STATE/COUNTY-  IN/ALLEN
 MD1806  COUNTRY     -  US
 MD1806  USGS QUAD   -  MAPLES (2019)
 MD1806
 MD1806                         *CURRENT SURVEY CONTROL
 MD1806  ______________________________________________________________________
 MD1806* NAD 83(1997) POSITION- 41 01 49.23891(N) 084 53 49.97864(W)   ADJUSTED
 MD1806* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 MD1806  ______________________________________________________________________
 MD1806  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 MD1806  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 MD1806  HORZ ORDER      -  FIRST
 MD1806
 MD1806.The horizontal coordinates were established by classical geodetic methods
 MD1806.and adjusted by the National Geodetic Survey in May 1999.
 MD1806
 MD1806.The orthometric height was scaled from a topographic map.
 MD1806
 MD1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 MD1806.GEOID18 height accuracy estimate available here.
 MD1806
 MD1806.Click photographs - Photos may exist for this station.
 MD1806
 MD1806.The Laplace correction was computed from DEFLEC18 derived deflections.
 MD1806
 MD1806. The following values were computed from the NAD 83(1997) position.
 MD1806
 MD1806;                    North         East     Units Scale Factor Converg.
 MD1806;SPC IN E     -   642,213.159   164,706.267   MT  1.00001818   +0 30 18.5
 MD1806;SPC IN E     - 2,106,994.34    540,373.81   sFT  1.00001818   +0 30 18.5
 MD1806;SPC OH N     -   154,200.980   398,439.899   MT  0.99993935   -1 34 29.5
 MD1806;SPC OH N     -   505,907.72  1,307,214.90   sFT  0.99993935   -1 34 29.5
 MD1806;UTM  16      - 4,544,255.498   676,771.760   MT  0.99998461   +1 22 50.7
 MD1806
 MD1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1806!SPC IN E     -   0.99996775  x   1.00001818  =   0.99998593
 MD1806!SPC OH N     -   0.99996775  x   0.99993935  =   0.99990711
 MD1806!UTM  16      -   0.99996775  x   0.99998461  =   0.99995236
 MD1806
 MD1806:                Primary Azimuth Mark                     Grid Az
 MD1806:SPC IN E     -  ZULU AZ MK                               338 35 32.8
 MD1806:SPC OH N     -  ZULU AZ MK                               340 40 20.8
 MD1806:UTM  16      -  ZULU AZ MK                               337 43 00.6
 MD1806
 MD1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7677144255(NAD 83)
 MD1806
 MD1806|---------------------------------------------------------------------|
 MD1806| PID    Reference Object                     Distance      Geod. Az  |
 MD1806|                                                           dddmmss.s |
 MD1806| CE7578 ZULU RM 3                            31.733 METERS 05718     |
 MD1806| CE7576 ZULU RM 1                            31.720 METERS 05723     |
 MD1806| MD1798 PANHANDLE EASTERN PLINE MAST        APPROX. 7.5 KM 0832903.6 |
 MD1806| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX. 6.6 KM 1584816.8 |
 MD1806| MD1804 ST LOUIS CATH CHURCH SPIRE          APPROX. 4.1 KM 3033147.0 |
 MD1806| CE7577 ZULU RM 2                            27.218 METERS 32806     |
 MD1806| CE7575 ZULU AZ MK                                         3390551.3 |
 MD1806|---------------------------------------------------------------------|
 MD1806
 MD1806                          SUPERSEDED SURVEY CONTROL
 MD1806
 MD1806  NAD 83(1995)-  41 01 49.23917(N)    084 53 49.97978(W) AD(       ) 1
 MD1806  NAD 83(1986)-  41 01 49.24068(N)    084 53 49.99423(W) AD(       ) 1
 MD1806  NAD 27      -  41 01 49.06430(N)    084 53 50.11840(W) AD(       ) 1
 MD1806
 MD1806.Superseded values are not recommended for survey control.
 MD1806
 MD1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1806.See file dsdata.pdf to determine how the superseded data were derived.
 MD1806
 MD1806_MARKER: DS = TRIANGULATION STATION DISK
 MD1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1806_STAMPING: ZULU 1947
 MD1806_MARK LOGO: CGS
 MD1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1806+STABILITY: SURFACE MOTION
 MD1806
 MD1806  HISTORY     - Date     Condition        Report By
 MD1806  HISTORY     - 1947     MONUMENTED       CGS
 MD1806  HISTORY     - 1960     GOOD             CGS
 MD1806  HISTORY     - 1977     GOOD             NGS
 MD1806
 MD1806                          STATION DESCRIPTION
 MD1806
 MD1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1806'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NEW HAVEN ON THE WEST
 MD1806'SIDE OF U.S. HIGHWAY 30 AND ABOUT 0.5 MILE SOUTH OF THE SMALL
 MD1806'COMMUNITY CALLED ZULU.  IT IS 56 FEET WEST OF THE CENTER OF HIGHWAY
 MD1806'30, 25 FEET NORTH OF OF THE END OF THE OLD PAVEMENT AND 14 FEET EAST
 MD1806'OF A WHITE WITNESS POST AND THE WEST RIGHT-OF-WAY FENCE LINE.  THE
 MD1806'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ZULU 1947.
 MD1806'
 MD1806'REFERENCE MARK NO. 1 IS 89.23 FEET NORTHWEST OF THE STATION.  IT IS 69
 MD1806'FEET SOUTH OF A FENCE CORNER, 53 FEET WEST OF THE CENTER OF THE
 MD1806'HIGHWAY AND ONE FOOT EAST OF THE WEST RIGHT OF-WAY FENCE LINE.  THE
 MD1806'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ZULU NO 1 1947.
 MD1806'
 MD1806'REFERENCE MARK NO. 2 IS 104.07 FEET NORTHEAST OF THE STATION.  IT IS
 MD1806'48 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4
 MD1806'INCHES AND THE DISK IS STAMPED ZULU NO 2 1947.
 MD1806'
 MD1806'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 48 FEET EAST
 MD1806'OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A WHITE WITNESS POST AND
 MD1806'1.5 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1806'THE DISK IS STAMPED ZULU 1947.
 MD1806'
 MD1806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 30 AND
 MD1806'STATE HIGHWAY 14 IN NEW HAVEN, GO SOUTHEAST ON HIGHWAY 30 FOR 8.0
 MD1806'MILES TO THE CROSSROAD IN ZULU, CONTINUE ON HIGHWAY 30 FOR 0.2 MILE TO
 MD1806'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY 0.3 MILE
 MD1806'TO THE STATION ON THE RIGHT AS DESCRIBED.
 MD1806'
 MD1806'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1806
 MD1806                          STATION RECOVERY (1960)
 MD1806
 MD1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1806'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1806'DESCRIBED, EXCEPT THE NUMBERS OF THE REFERENCE MARKS WAS INTERCHANGED
 MD1806'IN THE ORIGINAL DESCRIPTION.
 MD1806'
 MD1806'ABOUT 8 MILES SE OF NEW HAVEN, 0.5 MILE S ALONG PRESENT (RELOCATION
 MD1806'RUMORED) NO. 30 U.S. HIGHWAY FROM ZULA OR ZULU CROSSROADS, ABOUT 150
 MD1806'YARDS S OF N END OF LONG CURVE, 171 FEET S OF CONCRETE HEADWALL OF
 MD1806'CULVERT UNDER DRIVEWAY, 169 FEET S (MEASURED PARALLEL TO HWY. TANGENT)
 MD1806'OF PROJECTED PLANE OF S WALL OF FRAME HOUSE, 56 FEET W OF CENTER LINE
 MD1806'OF 24-FOOT HWY. PAVEMENT, 10 FEET W OF PROJECTED CENTER LINE OF HWY.
 MD1806'TANGENT FROM NORTH, 14 FEET E OF FENCE, DISKS STAMPED ZULU 1947 IN
 MD1806'NOTES 1A AND 7A MARKS, THE UPPER ONE FLUSH.
 MD1806'
 MD1806'REFERENCE STAMPED ZULU NO 1 1947, NTE 11A, PROJECTS 0.4 FOOT, IS
 MD1806'104.10 FEET OR 31.729 METERS ENE IN AZIMUTH 237 DEG 23 MIN FROM
 MD1806'STATION, 48 FEET E OF CENTER LINE OF HWY., AND 1.5 FEET NW OF STEEL
 MD1806'WITNESS POST.
 MD1806'
 MD1806'REFERENCE STAMPED ZULU NO 2 1947, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1806'89.34 FEET OR 27.230 METERS NNW IN AZIMUTH 148 DEG 06 MIN FROM
 MD1806'STATION, 69 FEET S OF FENCE CORNER, 53 FEET W OF CENTER LINE OF HWY.,
 MD1806'AND A FOOT E OF FENCE.
 MD1806'
 MD1806'AZIMUTH STAMPED ZULU 1947, NOTE 16A, IS 0.3 MILE NNW OF STATION, 48
 MD1806'FEET E OF CENTER LINE OF HWY., 1.5 FEET W OF PROPERTY-LINE FENCE
 MD1806'CORNER, 1.5 FEET SSE OF STEEL WITNESS POST, PROJECTS 0.2 FOOT ABOVE
 MD1806'GROUND.
 MD1806
 MD1806                          STATION RECOVERY (1977)
 MD1806
 MD1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MD1806'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 MD1806'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK SHEARED OFF.  THE
 MD1806'MONUMENT IN GOOD CONDITION AND REFERENCE MARK 3 WAS SET USING THE SAME
 MD1806'MONUMENT.
 MD1806'
 MD1806'THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.04 FOOT AND THE
 MD1806'DIRECTION WAS LARGER BY 1 MINUTE AND 09 SECONDS.
 MD1806'
 MD1806'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER THE
 MD1806'STATION.
 MD1806'
 MD1806'REFERENCE MARK 3 IS 48 FEET EAST OF THE CENTERLINE OF HIGHWAY 30, 35
 MD1806'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF A METAL WITNESS
 MD1806'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED ZULU 1947
 MD1806'NO 3 1977.
 MD1806'
 MD1806'A METAL WITNESS POST WAS SET 1-FOOT SOUTH OF THE STATION MARK, AND A
 MD1806'METAL WITNESS POST SET 1-FOOT NORTH OF REFERENCE MARK 2.
 MD1806'
 MD1806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST OF
 MD1806'NEW HAVEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 01:29:14 EDT
 ME1052 ***********************************************************************
 ME1052  DESIGNATION -  ZZ 152
 ME1052  PID         -  ME1052
 ME1052  STATE/COUNTY-  IN/LAKE
 ME1052  COUNTRY     -  US
 ME1052  USGS QUAD   -  GARY (2019)
 ME1052
 ME1052                         *CURRENT SURVEY CONTROL
 ME1052  ______________________________________________________________________
 ME1052* NAD 83(1986) POSITION- 41 36 19.     (N) 087 18 33.     (W)   SCALED
 ME1052* NAVD 88 ORTHO HEIGHT -   183.202 (meters)      601.06  (feet) ADJUSTED
 ME1052  ______________________________________________________________________
 ME1052  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 ME1052  DYNAMIC HEIGHT  -        183.135 (meters)      600.84  (feet) COMP
 ME1052  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 ME1052
 ME1052  VERT ORDER      -  SECOND    CLASS 0
 ME1052
 ME1052.The horizontal coordinates were scaled from a map and have
 ME1052.an estimated accuracy of +/- 6 seconds.
 ME1052
 ME1052.The orthometric height was determined by differential leveling and
 ME1052.adjusted by the NATIONAL GEODETIC SURVEY
 ME1052.in June 1991.
 ME1052
 ME1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 ME1052.GEOID18 height accuracy estimate available here.
 ME1052
 ME1052.Click photographs - Photos may exist for this station.
 ME1052
 ME1052.The dynamic height is computed by dividing the NAVD 88
 ME1052.geopotential number by the normal gravity value computed on the
 ME1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1052.degrees latitude (g = 980.6199 gals.).
 ME1052
 ME1052.The modeled gravity was interpolated from observed gravity values.
 ME1052
 ME1052;                    North         East    Units  Estimated Accuracy
 ME1052;SPC IN W     -   705,800.      881,180.      MT  (+/- 180 meters Scaled)
 ME1052
 ME1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM742059(NAD 83)
 ME1052
 ME1052                          SUPERSEDED SURVEY CONTROL
 ME1052
 ME1052  NGVD 29 (??/??/92)  183.316  (m)          601.43   (f) ADJ UNCH    2 0
 ME1052
 ME1052.Superseded values are not recommended for survey control.
 ME1052
 ME1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1052.See file dsdata.pdf to determine how the superseded data were derived.
 ME1052
 ME1052_MARKER: DB = BENCH MARK DISK
 ME1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1052_SP_SET: FOUNDATION
 ME1052_STAMPING: ZZ 152 1946
 ME1052_MARK LOGO: CGS
 ME1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1052
 ME1052  HISTORY     - Date     Condition        Report By
 ME1052  HISTORY     - 1946     MONUMENTED       CGS
 ME1052  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME1052
 ME1052                          STATION DESCRIPTION
 ME1052
 ME1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1052'1.4 MI E FROM GARY.
 ME1052'ABOUT 1.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1052'THE STATION AT GARY, ABOUT 1.7 MILES WEST OF THE STATION AT MILLER,
 ME1052'AT AN OVERPASS BRIDGE OVER THE RAILROAD, SET VERTICALLY IN THE
 ME1052'SOUTH FACE OF THE WEST END OF THE FIRST PIER FOUNDATION NORTH OF
 ME1052'THE WEST BOUND TRACK, 7 FEET NORTH OF THE NORTH RAIL OF THE
 ME1052'WEST BOUND TRACK, 2 FEET HIGHER THAN THE RAIL, AND SET IN A
 ME1052'DRILL HOLE.
 ME1052
 ME1052                          STATION RECOVERY (1985)
 ME1052
 ME1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1052'THE SIGNAL HAS BEEN REMOVED.

 *** retrieval complete.
